














                                  SURVEY CONTROL DATA
                                
                             STATE=MN
                             [MARCH 21, 2026 06:05]
                    PROGRAM = datasheet95, VERSION = 8.12.5.20
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DP6660 ***********************************************************************
 DP6660  DESIGNATION -  001
 DP6660  PID         -  DP6660
 DP6660  STATE/COUNTY-  MN/TRAVERSE
 DP6660  COUNTRY     -  US
 DP6660  USGS QUAD   -  WHEATON EAST (2019)
 DP6660
 DP6660                         *CURRENT SURVEY CONTROL
 DP6660  ______________________________________________________________________
 DP6660* NAD 83(2011) POSITION- 45 45 32.85115(N) 096 25 40.94830(W)   ADJUSTED
 DP6660* NAD 83(2011) ELLIP HT-   287.030 (meters)        (03/11/15)   ADJUSTED
 DP6660* NAD 83(2011) EPOCH   -  2010.00
 DP6660* NAVD 88 ORTHO HEIGHT -   313.4   (meters)     1028.    (feet) GPS OBS
 DP6660  ______________________________________________________________________
 DP6660  NAVD 88 orthometric height was determined with geoid model    GEOID12A
 DP6660  GEOID HEIGHT    -        -26.329 (meters)                     GEOID12A
 DP6660  GEOID HEIGHT    -        -26.331 (meters)                     GEOID18
 DP6660  NAD 83(2011) X  -   -499,067.538 (meters)                     COMP
 DP6660  NAD 83(2011) Y  - -4,429,715.359 (meters)                     COMP
 DP6660  NAD 83(2011) Z  -  4,546,814.676 (meters)                     COMP
 DP6660  LAPLACE CORR    -         -0.35  (seconds)                    DEFLEC18
 DP6660
 DP6660  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DP6660  Standards:
 DP6660         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DP6660            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DP6660  -------------------------------------------------------------------
 DP6660  NETWORK    1.04   0.84           0.47   0.34   0.43      0.35497151
 DP6660  -------------------------------------------------------------------
 DP6660  Click here for local accuracies and other accuracy information.
 DP6660
 DP6660.The horizontal coordinates were established by GPS observations
 DP6660.and adjusted by the MN DEPT OF TRANSP in March 2015.
 DP6660
 DP6660.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DP6660.been affixed to the stable North American tectonic plate. See 
 DP6660.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DP6660
 DP6660.The horizontal coordinates are valid at the epoch date displayed above
 DP6660.which is a decimal equivalence of Year/Month/Day.
 DP6660
 DP6660.The orthometric height was determined by GPS observations and a
 DP6660.high-resolution geoid model.
 DP6660
 DP6660.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP6660.GEOID18 height accuracy estimate available here.
 DP6660
 DP6660.Click photographs - Photos may exist for this station.
 DP6660
 DP6660.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DP6660
 DP6660.The Laplace correction was computed from DEFLEC18 derived deflections.
 DP6660
 DP6660.The ellipsoidal height was determined by GPS observations
 DP6660.and is referenced to NAD 83.
 DP6660
 DP6660. The following values were computed from the NAD 83(2011) position.
 DP6660
 DP6660;                    North         East     Units Scale Factor Converg.
 DP6660;SPC MN C     -   186,703.840   630,577.194   MT  0.99997218   -1 34 32.0
 DP6660;SPC MN C     -   612,544.18  2,068,818.68   sFT  0.99997218   -1 34 32.0
 DP6660;UTM  14      - 5,070,502.435   700,013.439   MT  1.00009185   +1 50 35.5
 DP6660
 DP6660!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DP6660!SPC MN C     -   0.99995500  x   0.99997218  =   0.99992718
 DP6660!UTM  14      -   0.99995500  x   1.00009185  =   1.00004685
 DP6660
 DP6660_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQR0001370502(NAD 83)
 DP6660
 DP6660                          SUPERSEDED SURVEY CONTROL
 DP6660
 DP6660.No superseded survey control is available for this station.
 DP6660
 DP6660_MARKER: DB = BENCH MARK DISK
 DP6660_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 DP6660+WITH SETTING: INFORMATION.
 DP6660_STAMPING: 001
 DP6660_MARK LOGO: BOISDE
 DP6660_PROJECTION: RECESSED 3 CENTIMETERS
 DP6660_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DP6660_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DP6660_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP6660+SATELLITE: SATELLITE OBSERVATIONS - June 16, 2021
 DP6660
 DP6660  HISTORY     - Date     Condition        Report By
 DP6660  HISTORY     - UNK      MONUMENTED       BOISDE
 DP6660  HISTORY     - 20130708 GOOD             MNDT
 DP6660  HISTORY     - 20210616 GOOD             MNDT
 DP6660
 DP6660                          STATION DESCRIPTION
 DP6660
 DP6660'DESCRIBED BY MN DEPT OF TRANSP 2013 (CXJ)
 DP6660'2.8 MILES NORTH OF DUMONT, 2.5 MILES NORTH ALONG COUNTY ROAD 11 FROM
 DP6660'THE JUNCTION OF TRUNK HIGHWAY 75 AT MILE POINT 165.3, 101.4 FEET WEST
 DP6660'OF COUNTY ROAD 11, 28.6 FEET NORTH ON MINIMUM MAINTENANCE ROAD, 6.0
 DP6660'FEET WEST OF MINIMUM MAINTENANCE ROAD SIGN, 1.6 FEET SOUTH OF WITNESS
 DP6660'POST.  ROD DEPTH UNKNOWN.
 DP6660
 DP6660                          STATION RECOVERY (2021)
 DP6660
 DP6660'RECOVERY NOTE BY MN DEPT OF TRANSP 2021 (TJD)
 DP6660'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DP6661 ***********************************************************************
 DP6661  DESIGNATION -  003 RESET
 DP6661  PID         -  DP6661
 DP6661  STATE/COUNTY-  MN/TRAVERSE
 DP6661  COUNTRY     -  US
 DP6661  USGS QUAD   -  WHEATON SE (2019)
 DP6661
 DP6661                         *CURRENT SURVEY CONTROL
 DP6661  ______________________________________________________________________
 DP6661* NAD 83(2011) POSITION- 45 47 19.46100(N) 096 18 59.29978(W)   ADJUSTED
 DP6661* NAD 83(2011) ELLIP HT-   287.117 (meters)        (03/11/15)   ADJUSTED
 DP6661* NAD 83(2011) EPOCH   -  2010.00
 DP6661* NAVD 88 ORTHO HEIGHT -   313.5   (meters)     1029.    (feet) GPS OBS
 DP6661  ______________________________________________________________________
 DP6661  NAVD 88 orthometric height was determined with geoid model    GEOID12A
 DP6661  GEOID HEIGHT    -        -26.374 (meters)                     GEOID12A
 DP6661  GEOID HEIGHT    -        -26.369 (meters)                     GEOID18
 DP6661  NAD 83(2011) X  -   -490,181.343 (meters)                     COMP
 DP6661  NAD 83(2011) Y  - -4,428,334.383 (meters)                     COMP
 DP6661  NAD 83(2011) Z  -  4,549,110.626 (meters)                     COMP
 DP6661  LAPLACE CORR    -          0.48  (seconds)                    DEFLEC18
 DP6661
 DP6661  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DP6661  Standards:
 DP6661         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DP6661            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DP6661  -------------------------------------------------------------------
 DP6661  NETWORK    0.88   0.88           0.39   0.32   0.45      0.19236642
 DP6661  -------------------------------------------------------------------
 DP6661  Click here for local accuracies and other accuracy information.
 DP6661
 DP6661.The horizontal coordinates were established by GPS observations
 DP6661.and adjusted by the MN DEPT OF TRANSP in March 2015.
 DP6661
 DP6661.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DP6661.been affixed to the stable North American tectonic plate. See 
 DP6661.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DP6661
 DP6661.The horizontal coordinates are valid at the epoch date displayed above
 DP6661.which is a decimal equivalence of Year/Month/Day.
 DP6661
 DP6661.The orthometric height was determined by GPS observations and a
 DP6661.high-resolution geoid model.
 DP6661
 DP6661.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP6661.GEOID18 height accuracy estimate available here.
 DP6661
 DP6661.Click photographs - Photos may exist for this station.
 DP6661
 DP6661.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DP6661
 DP6661.The Laplace correction was computed from DEFLEC18 derived deflections.
 DP6661
 DP6661.The ellipsoidal height was determined by GPS observations
 DP6661.and is referenced to NAD 83.
 DP6661
 DP6661. The following values were computed from the NAD 83(2011) position.
 DP6661
 DP6661;                    North         East     Units Scale Factor Converg.
 DP6661;SPC MN C     -   189,761.567   639,339.631   MT  0.99996716   -1 29 41.5
 DP6661;SPC MN C     -   622,576.07  2,097,566.77   sFT  0.99996716   -1 29 41.5
 DP6661;UTM  14      - 5,074,077.785   708,579.161   MT  1.00013488   +1 55 27.0
 DP6661
 DP6661!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DP6661!SPC MN C     -   0.99995499  x   0.99996716  =   0.99992215
 DP6661!UTM  14      -   0.99995499  x   1.00013488  =   1.00008986
 DP6661
 DP6661_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQR0857974077(NAD 83)
 DP6661
 DP6661                          SUPERSEDED SURVEY CONTROL
 DP6661
 DP6661.No superseded survey control is available for this station.
 DP6661
 DP6661_MARKER: F = FLANGE-ENCASED ROD
 DP6661_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 DP6661+WITH SETTING: INFORMATION.
 DP6661_STAMPING: 003 RESET 2010
 DP6661_MARK LOGO: MNDT
 DP6661_PROJECTION: FLUSH
 DP6661_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DP6661_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DP6661_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP6661+SATELLITE: SATELLITE OBSERVATIONS - December 03, 2019
 DP6661
 DP6661  HISTORY     - Date     Condition        Report By
 DP6661  HISTORY     - 20100911 MONUMENTED       MNDT
 DP6661  HISTORY     - 20130627 GOOD             MNDT
 DP6661  HISTORY     - 20191203 GOOD             MNDT
 DP6661
 DP6661                          STATION DESCRIPTION
 DP6661
 DP6661'DESCRIBED BY MN DEPT OF TRANSP 2013 (TXS)
 DP6661'9.0 MILES EAST ON WHEATON, 8.4 MILES EAST ALONG TRUNK HIGHWAY 27 FROM
 DP6661'JUNCTION OF TRUNK HIGHWAY 27 AND TRUNK HIGHWAY 75 IN WHEATON, TO TRUNK
 DP6661'HIGHWAY 27 MILE POINT 32.5, THEN 1.0 MILE SOUTH ON MINIMUM MAINTENANCE
 DP6661'ROAD (750TH AVENUE), 20.2 FEET WEST OF 750TH AVENUE, 77.8 FEET NORTH
 DP6661'OF 640TH STREET, 2.8 FEET SOUTH OF WITNESS POST.  ROD DEPTH UNKNOWN.
 DP6661
 DP6661                          STATION RECOVERY (2019)
 DP6661
 DP6661'RECOVERY NOTE BY MN DEPT OF TRANSP 2019 (DAS)
 DP6661'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DO6977 ***********************************************************************
 DO6977  DESIGNATION -  004
 DO6977  PID         -  DO6977
 DO6977  STATE/COUNTY-  MN/TRAVERSE
 DO6977  COUNTRY     -  US
 DO6977  USGS QUAD   -  WHEATON SE (2019)
 DO6977
 DO6977                         *CURRENT SURVEY CONTROL
 DO6977  ______________________________________________________________________
 DO6977* NAD 83(1986) POSITION- 45 47 19.     (N) 096 16 28.     (W)   SCALED
 DO6977* NAVD 88 ORTHO HEIGHT -   316.431 (meters)     1038.16  (feet) ADJUSTED
 DO6977  ______________________________________________________________________
 DO6977  GEOID HEIGHT    -        -26.359 (meters)                     GEOID18
 DO6977  DYNAMIC HEIGHT  -        316.426 (meters)     1038.14  (feet) COMP
 DO6977  MODELED GRAVITY -    980,589.8   (mgal)                       NAVD 88
 DO6977
 DO6977  VERT ORDER      -  SECOND    CLASS I
 DO6977
 DO6977.The horizontal coordinates were scaled from a map and have
 DO6977.an estimated accuracy of +/- 6 seconds.
 DO6977
 DO6977.The orthometric height was determined by differential leveling and
 DO6977.adjusted by the NATIONAL GEODETIC SURVEY
 DO6977.in March 2020.
 DO6977
 DO6977.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO6977.GEOID18 height accuracy estimate available here.
 DO6977
 DO6977.Click photographs - Photos may exist for this station.
 DO6977
 DO6977.The dynamic height is computed by dividing the NAVD 88
 DO6977.geopotential number by the normal gravity value computed on the
 DO6977.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO6977.degrees latitude (g = 980.6199 gals.).
 DO6977
 DO6977.The modeled gravity was interpolated from observed gravity values.
 DO6977
 DO6977;                    North         East    Units  Estimated Accuracy
 DO6977;SPC MN C     -   189,660.      642,610.      MT  (+/- 180 meters Scaled)
 DO6977
 DO6977_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQR118741(NAD 83)
 DO6977
 DO6977                          SUPERSEDED SURVEY CONTROL
 DO6977
 DO6977  NAVD 88 (06/17/14)  316.455  (m)         1038.24   (f) SUPERSEDED  2 1
 DO6977
 DO6977.Superseded values are not recommended for survey control.
 DO6977
 DO6977.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DO6977.See file dsdata.pdf to determine how the superseded data were derived.
 DO6977
 DO6977_MARKER: DB = BENCH MARK DISK
 DO6977_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DO6977_STAMPING: 004
 DO6977_MARK LOGO: BOISDE
 DO6977_PROJECTION: FLUSH
 DO6977_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DO6977_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DO6977_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DO6977+SATELLITE: SATELLITE OBSERVATIONS - October 05, 2010
 DO6977
 DO6977  HISTORY     - Date     Condition        Report By
 DO6977  HISTORY     - 19920401 MONUMENTED       BOISDE
 DO6977  HISTORY     - 20101005 GOOD             MNDT
 DO6977
 DO6977                          STATION DESCRIPTION
 DO6977
 DO6977'DESCRIBED BY MN DEPT OF TRANSP 2010 (KMS)
 DO6977'THE BENCH MARK IS LOCATED ABOUT 10.9 MI (17.5 KM) EAST OF WHEATON, 8.9
 DO6977'MI (14.3 KM) NORTHEAST OF DUMONT AND 6.5 MI (10.5 KM) WEST-SOUTHWEST
 DO6977'OF HERMAN.
 DO6977'
 DO6977'10.5 MILES EAST OF WHEATON, 10.4 MI (16.7 KM) EAST ALONG TRUNK HIGHWAY
 DO6977'27 FROM THE JUNCTION OF TRUNK HIGHWAY 27 AND TRUNK HIGHWAY 75 IN
 DO6977'WHEATON TO TRUNK HIGHWAY 27 MILE POINT 34.5, THENCE 1.0 MI (1.6 KM)
 DO6977'COUNTY ROAD 91.
 DO6977'
 DO6977'THE BENCH MARK IS FOUND 57.0 FT (17.4 M) SOUTH OF COUNTY ROAD 74, 20.0
 DO6977'FT (6.1 M) WEST OF COUNTY ROAD 91 AND 51.3 FT (15.6 M) EAST-NORTHEAST
 DO6977'OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DP6662 ***********************************************************************
 DP6662  DESIGNATION -  005
 DP6662  PID         -  DP6662
 DP6662  STATE/COUNTY-  MN/TRAVERSE
 DP6662  COUNTRY     -  US
 DP6662  USGS QUAD   -  WHEATON SE (2019)
 DP6662
 DP6662                         *CURRENT SURVEY CONTROL
 DP6662  ______________________________________________________________________
 DP6662* NAD 83(2011) POSITION- 45 50 48.89348(N) 096 16 29.43531(W)   ADJUSTED
 DP6662* NAD 83(2011) ELLIP HT-   284.307 (meters)        (03/11/15)   ADJUSTED
 DP6662* NAD 83(2011) EPOCH   -  2010.00
 DP6662* NAVD 88 ORTHO HEIGHT -   310.7   (meters)     1019.    (feet) GPS OBS
 DP6662  ______________________________________________________________________
 DP6662  NAVD 88 orthometric height was determined with geoid model    GEOID12A
 DP6662  GEOID HEIGHT    -        -26.443 (meters)                     GEOID12A
 DP6662  GEOID HEIGHT    -        -26.441 (meters)                     GEOID18
 DP6662  NAD 83(2011) X  -   -486,456.695 (meters)                     COMP
 DP6662  NAD 83(2011) Y  - -4,424,077.972 (meters)                     COMP
 DP6662  NAD 83(2011) Z  -  4,553,615.308 (meters)                     COMP
 DP6662  LAPLACE CORR    -          1.21  (seconds)                    DEFLEC18
 DP6662
 DP6662  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DP6662  Standards:
 DP6662         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DP6662            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DP6662  -------------------------------------------------------------------
 DP6662  NETWORK    1.28   1.16           0.61   0.38   0.59      0.11153316
 DP6662  -------------------------------------------------------------------
 DP6662  Click here for local accuracies and other accuracy information.
 DP6662
 DP6662.The horizontal coordinates were established by GPS observations
 DP6662.and adjusted by the MN DEPT OF TRANSP in March 2015.
 DP6662
 DP6662.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DP6662.been affixed to the stable North American tectonic plate. See 
 DP6662.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DP6662
 DP6662.The horizontal coordinates are valid at the epoch date displayed above
 DP6662.which is a decimal equivalence of Year/Month/Day.
 DP6662
 DP6662.The orthometric height was determined by GPS observations and a
 DP6662.high-resolution geoid model.
 DP6662
 DP6662.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP6662.GEOID18 height accuracy estimate available here.
 DP6662
 DP6662.Click photographs - Photos may exist for this station.
 DP6662
 DP6662.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DP6662
 DP6662.The Laplace correction was computed from DEFLEC18 derived deflections.
 DP6662
 DP6662.The ellipsoidal height was determined by GPS observations
 DP6662.and is referenced to NAD 83.
 DP6662
 DP6662. The following values were computed from the NAD 83(2011) position.
 DP6662
 DP6662;                    North         East     Units Scale Factor Converg.
 DP6662;SPC MN C     -   196,141.719   642,740.696   MT  0.99995807   -1 27 53.1
 DP6662;SPC MN C     -   643,508.29  2,108,725.10   sFT  0.99995807   -1 27 53.1
 DP6662;UTM  14      - 5,080,650.641   711,594.120   MT  1.00015045   +1 57 21.5
 DP6662
 DP6662!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DP6662!SPC MN C     -   0.99995543  x   0.99995807  =   0.99991350
 DP6662!UTM  14      -   0.99995543  x   1.00015045  =   1.00010587
 DP6662
 DP6662_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQR1159480650(NAD 83)
 DP6662
 DP6662                          SUPERSEDED SURVEY CONTROL
 DP6662
 DP6662.No superseded survey control is available for this station.
 DP6662
 DP6662_MARKER: DB = BENCH MARK DISK
 DP6662_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 DP6662+WITH SETTING: INFORMATION.
 DP6662_STAMPING: 005
 DP6662_MARK LOGO: BOISDE
 DP6662_PROJECTION: RECESSED 8 CENTIMETERS
 DP6662_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DP6662_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DP6662_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP6662+SATELLITE: SATELLITE OBSERVATIONS - June 17, 2021
 DP6662
 DP6662  HISTORY     - Date     Condition        Report By
 DP6662  HISTORY     - 20100401 MONUMENTED       BOISDE
 DP6662  HISTORY     - 20130627 GOOD             MNDT
 DP6662  HISTORY     - 20210617 POOR             MNDT
 DP6662
 DP6662                          STATION DESCRIPTION
 DP6662
 DP6662'DESCRIBED BY MN DEPT OF TRANSP 2013 (PXK)
 DP6662'11 MILES NORTHEAST OF WHEATON, 1 MILE NORTH ALONG TRUNK HIGHWAY 75
 DP6662'FROM THE JUNCTION OF TRUNK HIGHWAY 75 AND TRUNK HIGHWAY 27 IN WHEATON,
 DP6662'TO TRUNK HIGHWAY 75 MILE POINT 72.65, THEN 11.5 MILES EAST AND
 DP6662'NORTHEAST ON COUNTY ROAD 14, THEN 1 MILE SOUTH ON GRAVEL ROAD, 33 FEET
 DP6662'EAST OF GRAVEL ROAD, 67.8 FEET NORTH OF GRAVEL ROAD, 2.6 FEET SOUTH OF
 DP6662'CABLE PEDESTAL, 0.8 FOOT SOUTHWEST OF WITNESS POST.  ROD DEPTH
 DP6662'UNKNOWN.
 DP6662
 DP6662                          STATION RECOVERY (2021)
 DP6662
 DP6662'RECOVERY NOTE BY MN DEPT OF TRANSP 2021 (TJD)
 DP6662'MARK RECOVERED IN POOR CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DJ2635 ***********************************************************************
 DJ2635  DESIGNATION -  007
 DJ2635  PID         -  DJ2635
 DJ2635  STATE/COUNTY-  MN/WABASHA
 DJ2635  COUNTRY     -  US
 DJ2635  USGS QUAD   -  PLAINVIEW (2019)
 DJ2635
 DJ2635                         *CURRENT SURVEY CONTROL
 DJ2635  ______________________________________________________________________
 DJ2635* NAD 83(2011) POSITION- 44 08 58.10050(N) 092 12 38.95744(W)   ADJUSTED
 DJ2635* NAD 83(2011) ELLIP HT-   327.313 (meters)        (06/27/12)   ADJUSTED
 DJ2635* NAD 83(2011) EPOCH   -  2010.00
 DJ2635* NAVD 88 ORTHO HEIGHT -   357.274 (meters)     1172.16  (feet) ADJUSTED
 DJ2635  ______________________________________________________________________
 DJ2635  GEOID HEIGHT    -        -29.964 (meters)                     GEOID18
 DJ2635  NAD 83(2011) X  -   -176,840.973 (meters)                     COMP
 DJ2635  NAD 83(2011) Y  - -4,580,746.231 (meters)                     COMP
 DJ2635  NAD 83(2011) Z  -  4,420,251.637 (meters)                     COMP
 DJ2635  LAPLACE CORR    -         -0.53  (seconds)                    DEFLEC18
 DJ2635  DYNAMIC HEIGHT  -        357.220 (meters)     1171.98  (feet) COMP
 DJ2635  MODELED GRAVITY -    980,454.7   (mgal)                       NAVD 88
 DJ2635
 DJ2635  VERT ORDER      -  SECOND    CLASS I
 DJ2635
 DJ2635  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DJ2635  Standards:
 DJ2635         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DJ2635            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DJ2635  -------------------------------------------------------------------
 DJ2635  NETWORK    0.24   0.43           0.11   0.08   0.22      0.02319378
 DJ2635  -------------------------------------------------------------------
 DJ2635  Click here for local accuracies and other accuracy information.
 DJ2635
 DJ2635.The horizontal coordinates were established by GPS observations
 DJ2635.and adjusted by the National Geodetic Survey in June 2012.
 DJ2635
 DJ2635.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DJ2635.been affixed to the stable North American tectonic plate. See 
 DJ2635.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DJ2635
 DJ2635.The horizontal coordinates are valid at the epoch date displayed above
 DJ2635.which is a decimal equivalence of Year/Month/Day.
 DJ2635
 DJ2635.The orthometric height was determined by differential leveling and
 DJ2635.adjusted by the NATIONAL GEODETIC SURVEY
 DJ2635.in June 2012.
 DJ2635
 DJ2635.Significant digits in the geoid height do not necessarily reflect accuracy.
 DJ2635.GEOID18 height accuracy estimate available here.
 DJ2635
 DJ2635.Click photographs - Photos may exist for this station.
 DJ2635
 DJ2635.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DJ2635
 DJ2635.The Laplace correction was computed from DEFLEC18 derived deflections.
 DJ2635
 DJ2635.The ellipsoidal height was determined by GPS observations
 DJ2635.and is referenced to NAD 83.
 DJ2635
 DJ2635.The dynamic height is computed by dividing the NAVD 88
 DJ2635.geopotential number by the normal gravity value computed on the
 DJ2635.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ2635.degrees latitude (g = 980.6199 gals.).
 DJ2635
 DJ2635.The modeled gravity was interpolated from observed gravity values.
 DJ2635
 DJ2635. The following values were computed from the NAD 83(2011) position.
 DJ2635
 DJ2635;                    North         East     Units Scale Factor Converg.
 DJ2635;SPC MN S     -   229,286.009   943,122.536   MT  0.99994081   +1 15 14.7
 DJ2635;SPC MN S     -   752,249.18  3,094,227.85   sFT  0.99994081   +1 15 14.7
 DJ2635;UTM  15      - 4,888,777.382   563,112.685   MT  0.99964899   +0 32 58.9
 DJ2635
 DJ2635!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DJ2635!SPC MN S     -   0.99994868  x   0.99994081  =   0.99988949
 DJ2635!UTM  15      -   0.99994868  x   0.99964899  =   0.99959769
 DJ2635
 DJ2635_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWJ6311288777(NAD 83)
 DJ2635
 DJ2635                          SUPERSEDED SURVEY CONTROL
 DJ2635
 DJ2635  NAD 83(2007)-  44 08 58.10044(N)    092 12 38.95818(W) AD(2002.00) 1
 DJ2635  ELLIP H (10/12/10)  327.336  (m)                       GP(2002.00) 4 1
 DJ2635  NAD 83(1996)-  44 08 58.10015(N)    092 12 38.95755(W) AD(       ) 1
 DJ2635  ELLIP H (08/09/07)  327.368  (m)                       GP(       ) 4 1
 DJ2635  NAVD 88             357.28   (m)         1172.2    (f) LEVELING    3  
 DJ2635  NAVD 88 (08/09/07)  357.3    (m)  GEOID03  model used  GPS OBS        
 DJ2635
 DJ2635.Superseded values are not recommended for survey control.
 DJ2635
 DJ2635.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ2635.See file dsdata.pdf to determine how the superseded data were derived.
 DJ2635
 DJ2635_MARKER: DD = SURVEY DISK
 DJ2635_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DJ2635_STAMPING: 007 2007
 DJ2635_MARK LOGO: MN-157
 DJ2635_PROJECTION: FLUSH
 DJ2635_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT
 DJ2635_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DJ2635+STABILITY: SURFACE MOTION
 DJ2635_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DJ2635+SATELLITE: SATELLITE OBSERVATIONS - October 31, 2019
 DJ2635
 DJ2635  HISTORY     - Date     Condition        Report By
 DJ2635  HISTORY     - 20070401 MONUMENTED       MN-157
 DJ2635  HISTORY     - 20100406 GOOD             MNDT
 DJ2635  HISTORY     - 20191031 GOOD             MNDT
 DJ2635
 DJ2635                          STATION DESCRIPTION
 DJ2635
 DJ2635'DESCRIBED BY WABASHA COUNTY MINNESOTA 2007
 DJ2635'2.4 MILES NORTHEAST OF ELGIN, 2.7 MILES SOUTHWEST OF THE JUNCTION OF
 DJ2635'COUNTY ROAD 8 AND TRUNK HIGHWAY 42 IN PLAINVIEW, 76.2 FEET SOUTH OF
 DJ2635'TRUNK HIGHWAY 42 AT MILEPOINT 11.7, 14.7 FEET SOUTHWEST OF POWER POLE,
 DJ2635'27.6 FEET SOUTH SOUTHWEST OF STAND PIPE, 129 FEET SOUTH SOUTHWEST OF
 DJ2635'SOUTH END OF GUARD RAIL, 0.8 FOOT NORTHWEST OF WITNESS POST.
 DJ2635
 DJ2635                          STATION RECOVERY (2010)
 DJ2635
 DJ2635'RECOVERY NOTE BY MN DEPT OF TRANSP 2010 (DRB)
 DJ2635'2.4 MILES NORTHEAST OF ELGIN, 2.7 MILES SOUTHWEST ALONG TRUNK HIGHWAY
 DJ2635'42 FROM THE JUNCTION OF COUNTY ROAD 8 AND TRUNK HIGHWAY 42 IN
 DJ2635'PLAINVIEW, 76.2 FEET SOUTH OF TRUNK HIGHWAY 42 AT MILEPOINT 11.7, 14.7
 DJ2635'FEET SOUTHWEST OF POWER POLE, 27.6 FEET SOUTH SOUTHWEST OF STAND PIPE,
 DJ2635'129.0 FEET SOUTH-SOUTHWEST OF SOUTH END OF GUARD RAIL, 0.8 FOOT
 DJ2635'NORTHWEST OF WITNESS POST.
 DJ2635
 DJ2635                          STATION RECOVERY (2019)
 DJ2635
 DJ2635'RECOVERY NOTE BY MN DEPT OF TRANSP 2019 (MPP)
 DJ2635'2.4 MI (3.9 KM) NORTHEAST OF ELGIN, 2.7 MI (4.3 KM) SOUTHWEST ALONG
 DJ2635'TRUNK HIGHWAY 42 FROM THE JUNCTION OF COUNTY ROAD 8 AND TRUNK HIGHWAY
 DJ2635'42 IN PLAINVIEW, 76.2 FT (23.2 M) SOUTH OF TRUNK HIGHWAY 42 AT MILE
 DJ2635'POINT 11.7, 14.7 FT (4.5 M) SOUTHWEST OF A POWER POLE, 27.6 FT (8.4 M)
 DJ2635'SOUTH-SOUTHWEST OF A STAND PIPE, 129.0 FT (39.3 M) SOUTH-SOUTHWEST OF
 DJ2635'THE SOUTH END OF A GUARD RAIL, 0.8 FT (24 CM) NORTHWEST OF A WITNESS
 DJ2635'POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DP6663 ***********************************************************************
 DP6663  DESIGNATION -  007 RESET
 DP6663  PID         -  DP6663
 DP6663  STATE/COUNTY-  MN/TRAVERSE
 DP6663  COUNTRY     -  US
 DP6663  USGS QUAD   -  WHEATON SE (2019)
 DP6663
 DP6663                         *CURRENT SURVEY CONTROL
 DP6663  ______________________________________________________________________
 DP6663* NAD 83(2011) POSITION- 45 50 45.62977(N) 096 21 48.14817(W)   ADJUSTED
 DP6663* NAD 83(2011) ELLIP HT-   281.890 (meters)        (03/11/15)   ADJUSTED
 DP6663* NAD 83(2011) EPOCH   -  2010.00
 DP6663* NAVD 88 ORTHO HEIGHT -   308.4   (meters)     1012.    (feet) GPS OBS
 DP6663  ______________________________________________________________________
 DP6663  NAVD 88 orthometric height was determined with geoid model    GEOID12A
 DP6663  GEOID HEIGHT    -        -26.468 (meters)                     GEOID12A
 DP6663  GEOID HEIGHT    -        -26.467 (meters)                     GEOID18
 DP6663  NAD 83(2011) X  -   -493,299.862 (meters)                     COMP
 DP6663  NAD 83(2011) Y  - -4,423,391.217 (meters)                     COMP
 DP6663  NAD 83(2011) Z  -  4,553,543.379 (meters)                     COMP
 DP6663  LAPLACE CORR    -          0.41  (seconds)                    DEFLEC18
 DP6663
 DP6663  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DP6663  Standards:
 DP6663         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DP6663            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DP6663  -------------------------------------------------------------------
 DP6663  NETWORK    1.18   1.04           0.52   0.42   0.53      0.31402354
 DP6663  -------------------------------------------------------------------
 DP6663  Click here for local accuracies and other accuracy information.
 DP6663
 DP6663.The horizontal coordinates were established by GPS observations
 DP6663.and adjusted by the MN DEPT OF TRANSP in March 2015.
 DP6663
 DP6663.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DP6663.been affixed to the stable North American tectonic plate. See 
 DP6663.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DP6663
 DP6663.The horizontal coordinates are valid at the epoch date displayed above
 DP6663.which is a decimal equivalence of Year/Month/Day.
 DP6663
 DP6663.The orthometric height was determined by GPS observations and a
 DP6663.high-resolution geoid model.
 DP6663
 DP6663.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP6663.GEOID18 height accuracy estimate available here.
 DP6663
 DP6663.Click photographs - Photos may exist for this station.
 DP6663
 DP6663.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DP6663
 DP6663.The Laplace correction was computed from DEFLEC18 derived deflections.
 DP6663
 DP6663.The ellipsoidal height was determined by GPS observations
 DP6663.and is referenced to NAD 83.
 DP6663
 DP6663. The following values were computed from the NAD 83(2011) position.
 DP6663
 DP6663;                    North         East     Units Scale Factor Converg.
 DP6663;SPC MN C     -   196,220.612   635,863.824   MT  0.99995820   -1 31 43.6
 DP6663;SPC MN C     -   643,767.12  2,086,163.23   sFT  0.99995820   -1 31 43.6
 DP6663;UTM  14      - 5,080,318.986   704,723.595   MT  1.00011528   +1 53 32.5
 DP6663
 DP6663!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DP6663!SPC MN C     -   0.99995581  x   0.99995820  =   0.99991401
 DP6663!UTM  14      -   0.99995581  x   1.00011528  =   1.00007108
 DP6663
 DP6663_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQR0472380318(NAD 83)
 DP6663
 DP6663                          SUPERSEDED SURVEY CONTROL
 DP6663
 DP6663.No superseded survey control is available for this station.
 DP6663
 DP6663_MARKER: F = FLANGE-ENCASED ROD
 DP6663_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 DP6663+WITH SETTING: INFORMATION.
 DP6663_STAMPING: 007 RESET 2010
 DP6663_MARK LOGO: MNDT
 DP6663_PROJECTION: RECESSED 5 CENTIMETERS
 DP6663_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DP6663_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DP6663_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP6663+SATELLITE: SATELLITE OBSERVATIONS - June 17, 2021
 DP6663
 DP6663  HISTORY     - Date     Condition        Report By
 DP6663  HISTORY     - 20100922 MONUMENTED       MNDT
 DP6663  HISTORY     - 20130627 GOOD             MNDT
 DP6663  HISTORY     - 20210617 GOOD             MNDT
 DP6663
 DP6663                          STATION DESCRIPTION
 DP6663
 DP6663'DESCRIBED BY MN DEPT OF TRANSP 2013 (DXS)
 DP6663'7.0 MILES NORTHEAST OF WHEATON, 5.1 MILES EAST ALONG TRUNK HIGHWAY 27
 DP6663'FROM JUNCTION OF TRUNK HIGHWAY 27 AND TRUNK HIGHWAY 75 IN WHEATON, TO
 DP6663'TRUNK HIGHWAY 27 MILE POINT 29.1, THEN 3 MILES NORTH ON 720TH AVENUE,
 DP6663'THEN 1.1 MILES EAST ON COUNTY ROAD 84, 13.5 FEET NORTH OF COUNTY ROAD
 DP6663'85, 24.2 FEET WEST OF FIELD ENTRANCE, 0.8 FOOT SOUTH OF WITNESS POST.
 DP6663'ROD DEPTH UNKNOWN.
 DP6663
 DP6663                          STATION RECOVERY (2021)
 DP6663
 DP6663'RECOVERY NOTE BY MN DEPT OF TRANSP 2021 (TJD)
 DP6663'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DP4301 ***********************************************************************
 DP4301  HT_MOD      -  This is a Height Modernization Survey Station.
 DP4301  DESIGNATION -  010
 DP4301  PID         -  DP4301
 DP4301  STATE/COUNTY-  MN/TRAVERSE
 DP4301  COUNTRY     -  US
 DP4301  USGS QUAD   -  WHEATON SE (2019)
 DP4301
 DP4301                         *CURRENT SURVEY CONTROL
 DP4301  ______________________________________________________________________
 DP4301* NAD 83(2011) POSITION- 45 51 41.79494(N) 096 15 15.39988(W)   ADJUSTED
 DP4301* NAD 83(2011) ELLIP HT-   284.277 (meters)        (08/11/14)   ADJUSTED
 DP4301* NAD 83(2011) EPOCH   -  2010.00
 DP4301* NAVD 88 ORTHO HEIGHT -   310.73  (meters)     1019.5   (feet) GPS OBS
 DP4301  ______________________________________________________________________
 DP4301  NAVD 88 orthometric height was determined with geoid model    GEOID12A
 DP4301  GEOID HEIGHT    -        -26.454 (meters)                     GEOID12A
 DP4301  GEOID HEIGHT    -        -26.453 (meters)                     GEOID18
 DP4301  NAD 83(2011) X  -   -484,741.023 (meters)                     COMP
 DP4301  NAD 83(2011) Y  - -4,423,087.181 (meters)                     COMP
 DP4301  NAD 83(2011) Z  -  4,554,752.914 (meters)                     COMP
 DP4301  LAPLACE CORR    -          1.55  (seconds)                    DEFLEC18
 DP4301
 DP4301  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DP4301  Standards:
 DP4301         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DP4301            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DP4301  -------------------------------------------------------------------
 DP4301  NETWORK    1.06   1.76           0.45   0.40   0.90      0.31096507
 DP4301  -------------------------------------------------------------------
 DP4301  Click here for local accuracies and other accuracy information.
 DP4301
 DP4301.The horizontal coordinates were established by GPS observations
 DP4301.and adjusted by the MN DEPT OF TRANSP in August 2014.
 DP4301
 DP4301.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DP4301.been affixed to the stable North American tectonic plate. See 
 DP4301.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DP4301
 DP4301.The horizontal coordinates are valid at the epoch date displayed above
 DP4301.which is a decimal equivalence of Year/Month/Day.
 DP4301
 DP4301.The orthometric height was determined by GPS observations and a
 DP4301.high-resolution geoid model using precise GPS observation and
 DP4301.processing techniques.
 DP4301
 DP4301.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP4301.GEOID18 height accuracy estimate available here.
 DP4301
 DP4301.Click photographs - Photos may exist for this station.
 DP4301
 DP4301.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DP4301
 DP4301.The Laplace correction was computed from DEFLEC18 derived deflections.
 DP4301
 DP4301.The ellipsoidal height was determined by GPS observations
 DP4301.and is referenced to NAD 83.
 DP4301
 DP4301. The following values were computed from the NAD 83(2011) position.
 DP4301
 DP4301;                    North         East     Units Scale Factor Converg.
 DP4301;SPC MN C     -   197,733.811   644,378.888   MT  0.99995593   -1 26 59.5
 DP4301;SPC MN C     -   648,731.68  2,114,099.74   sFT  0.99995593   -1 26 59.5
 DP4301;UTM  14      - 5,082,337.982   713,134.697   MT  1.00015849   +1 58 16.4
 DP4301
 DP4301!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DP4301!SPC MN C     -   0.99995544  x   0.99995593  =   0.99991137
 DP4301!UTM  14      -   0.99995544  x   1.00015849  =   1.00011392
 DP4301
 DP4301_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQR1313482337(NAD 83)
 DP4301
 DP4301                          SUPERSEDED SURVEY CONTROL
 DP4301
 DP4301.No superseded survey control is available for this station.
 DP4301
 DP4301_MARKER: DB = BENCH MARK DISK
 DP4301_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DP4301_STAMPING: 010
 DP4301_MARK LOGO: BOISDE
 DP4301_PROJECTION: RECESSED 8 CENTIMETERS
 DP4301_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DP4301_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DP4301_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP4301+SATELLITE: SATELLITE OBSERVATIONS - June 17, 2021
 DP4301
 DP4301  HISTORY     - Date     Condition        Report By
 DP4301  HISTORY     - 20080401 MONUMENTED       BOISDE
 DP4301  HISTORY     - 20130522 GOOD             MNDT
 DP4301  HISTORY     - 20210617 POOR             MNDT
 DP4301
 DP4301                          STATION DESCRIPTION
 DP4301
 DP4301'DESCRIBED BY MN DEPT OF TRANSP 2013 (SLD)
 DP4301'12.5 MILES NORTHEAST OF WHEATON, 1 MILE NORTH ALONG TRUNK HIGHWAY 75
 DP4301'FROM JUNCTION OF TRUNK HIGHWAY 75 AND TRUNK HIGHWAY 27 IN WHEATON, TO
 DP4301'TRUNK HIGHWAY 75 MILEPOINT 72.65, THEN 12.7 MILES EAST AND NORTHEAST
 DP4301'ON COUNTY ROAD 14, 49.8 FEET NORTH OF COUNTY ROAD 14, 46 FEET WEST OF
 DP4301'340TH AVENUE (COUNTY ROAD 67), 7.4 FEET WEST OF POWER POLE, 5.9 FEET
 DP4301'EAST OF CABLE BOX, 1.1 FEET SOUTH OF WITNESS POST.
 DP4301
 DP4301                          STATION RECOVERY (2021)
 DP4301
 DP4301'RECOVERY NOTE BY MN DEPT OF TRANSP 2021 (TJD)
 DP4301'MARK RECOVERED IN POOR CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DQ9935 ***********************************************************************
 DQ9935  DESIGNATION -  0101 A
 DQ9935  PID         -  DQ9935
 DQ9935  STATE/COUNTY-  MN/AITKIN
 DQ9935  COUNTRY     -  US
 DQ9935  USGS QUAD   -  WAWINA (2019)
 DQ9935
 DQ9935                         *CURRENT SURVEY CONTROL
 DQ9935  ______________________________________________________________________
 DQ9935* NAD 83(1986) POSITION- 47 01 02.13   (N) 093 04 36.85   (W)   HD_HELD1
 DQ9935* NAVD 88 ORTHO HEIGHT -   387.883 (meters)     1272.58  (feet) ADJUSTED
 DQ9935  ______________________________________________________________________
 DQ9935  GEOID HEIGHT    -        -29.264 (meters)                     GEOID18
 DQ9935  DYNAMIC HEIGHT  -        387.909 (meters)     1272.66  (feet) COMP
 DQ9935  MODELED GRAVITY -    980,670.7   (mgal)                       NAVD 88
 DQ9935
 DQ9935  VERT ORDER      -  SECOND    CLASS I
 DQ9935
 DQ9935.The horizontal coordinates were determined by differentially corrected
 DQ9935.hand held GPS observations or other comparable positioning techniques
 DQ9935.and have an estimated accuracy of +/- 3 meters.
 DQ9935
 DQ9935.The orthometric height was determined by differential leveling and
 DQ9935.adjusted by the NATIONAL GEODETIC SURVEY
 DQ9935.in April 2021.
 DQ9935
 DQ9935.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ9935.GEOID18 height accuracy estimate available here.
 DQ9935
 DQ9935.Click photographs - Photos may exist for this station.
 DQ9935
 DQ9935.The dynamic height is computed by dividing the NAVD 88
 DQ9935.geopotential number by the normal gravity value computed on the
 DQ9935.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ9935.degrees latitude (g = 980.6199 gals.).
 DQ9935
 DQ9935.The modeled gravity was interpolated from observed gravity values.
 DQ9935
 DQ9935;                    North         East    Units  Estimated Accuracy
 DQ9935;SPC MN C     -   324,879.4     889,188.5     MT  (+/- 3 meters HH1 GPS) 
 DQ9935
 DQ9935_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVN9415507084(NAD 83)
 DQ9935
 DQ9935                          SUPERSEDED SURVEY CONTROL
 DQ9935
 DQ9935.No superseded survey control is available for this station.
 DQ9935
 DQ9935_MARKER: DD = SURVEY DISK
 DQ9935_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DQ9935_STAMPING: 0101 A 2017
 DQ9935_MARK LOGO: MNDT
 DQ9935_PROJECTION: RECESSED 5 CENTIMETERS
 DQ9935_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DQ9935_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ9935_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ9935+SATELLITE: SATELLITE OBSERVATIONS - July 11, 2017
 DQ9935_ROD/PIPE-DEPTH: 11.9 meters
 DQ9935
 DQ9935  HISTORY     - Date     Condition        Report By
 DQ9935  HISTORY     - 20170711 MONUMENTED       MNDT
 DQ9935
 DQ9935                          STATION DESCRIPTION
 DQ9935
 DQ9935'DESCRIBED BY MN DEPT OF TRANSP 2017
 DQ9935'THE MARK IS LOCATED ABOUT 10.7 MI (17.2 KM) NORTHWEST OF FLOODWOOD.
 DQ9935'
 DQ9935'TO REACH THE MARK GO 0.7 MI (1.1 KM) NORTHWEST ALONG TRUNK HIGHWAY 2
 DQ9935'FROM THE JUNCTION OF TRUNK HIGHWAY 2 AND TRUNK HIGHWAY 200 (THE
 DQ9935'JUNCTION IS 10.0 MI (16.1 KM) NORTHWEST OF FLOODWOOD), AT TRUNK
 DQ9935'HIGHWAY 2 MILE POINT 210.6.
 DQ9935'
 DQ9935'THE MARK IS LOCATED 30.1 FT (9.2 M) WEST-SOUTHWEST OF TRUNK HIGHWAY 2,
 DQ9935'52.0 FT (15.8 M) SOUTH-SOUTHEAST OF AN ENTRANCE, 5.0 FT (1.5 M)
 DQ9935'EAST-NORTHEAST OF A WITNESS POST.
 DQ9935'
 DQ9935'NOTE-THE STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM ROD
 DQ9935'DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION REMOVABLE DISK
 DQ9935'SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH PVC
 DQ9935'PIPE BACK FILLED WITH WASHED SAND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DQ8446 ***********************************************************************
 DQ8446  DESIGNATION -  0102 A
 DQ8446  PID         -  DQ8446
 DQ8446  STATE/COUNTY-  MN/AITKIN
 DQ8446  COUNTRY     -  US
 DQ8446  USGS QUAD   -  MALMO (2019)
 DQ8446
 DQ8446                         *CURRENT SURVEY CONTROL
 DQ8446  ______________________________________________________________________
 DQ8446* NAD 83(1986) POSITION- 46 20 36.40   (N) 093 31 51.25   (W)   HD_HELD1
 DQ8446* NAVD 88 ORTHO HEIGHT -   382.223 (meters)     1254.01  (feet) ADJUSTED
 DQ8446  ______________________________________________________________________
 DQ8446  GEOID HEIGHT    -        -27.570 (meters)                     GEOID18
 DQ8446  DYNAMIC HEIGHT  -        382.235 (meters)     1254.05  (feet) COMP
 DQ8446  MODELED GRAVITY -    980,633.1   (mgal)                       NAVD 88
 DQ8446
 DQ8446  VERT ORDER      -  SECOND    CLASS I
 DQ8446
 DQ8446.The horizontal coordinates were determined by differentially corrected
 DQ8446.hand held GPS observations or other comparable positioning techniques
 DQ8446.and have an estimated accuracy of +/- 3 meters.
 DQ8446
 DQ8446.The orthometric height was determined by differential leveling and
 DQ8446.adjusted by the NATIONAL GEODETIC SURVEY
 DQ8446.in April 2021.
 DQ8446
 DQ8446.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ8446.GEOID18 height accuracy estimate available here.
 DQ8446
 DQ8446.Click photographs - Photos may exist for this station.
 DQ8446
 DQ8446.The dynamic height is computed by dividing the NAVD 88
 DQ8446.geopotential number by the normal gravity value computed on the
 DQ8446.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ8446.degrees latitude (g = 980.6199 gals.).
 DQ8446
 DQ8446.The modeled gravity was interpolated from observed gravity values.
 DQ8446
 DQ8446;                    North         East    Units  Estimated Accuracy
 DQ8446;SPC MN C     -   249,569.9     855,352.9     MT  (+/- 3 meters HH1 GPS) 
 DQ8446
 DQ8446_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVM5914632344(NAD 83)
 DQ8446
 DQ8446                          SUPERSEDED SURVEY CONTROL
 DQ8446
 DQ8446.No superseded survey control is available for this station.
 DQ8446
 DQ8446_MARKER: DD = SURVEY DISK
 DQ8446_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DQ8446_STAMPING: 0102 A 2016
 DQ8446_MARK LOGO: MNDT
 DQ8446_PROJECTION: RECESSED 8 CENTIMETERS
 DQ8446_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DQ8446_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ8446_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ8446+SATELLITE: SATELLITE OBSERVATIONS - November 07, 2016
 DQ8446_ROD/PIPE-DEPTH: 11.9 meters
 DQ8446
 DQ8446  HISTORY     - Date     Condition        Report By
 DQ8446  HISTORY     - 20161107 MONUMENTED       MNDT
 DQ8446
 DQ8446                          STATION DESCRIPTION
 DQ8446
 DQ8446'DESCRIBED BY MN DEPT OF TRANSP 2016
 DQ8446'THE MARK IS LOCATED ABOUT 1.0 MI (1.6 KM) NORTHWEST OF MALMO.
 DQ8446'
 DQ8446'TO REACH THE MARK GO 1.0 MI (1.6 KM) WEST ALONG TRUNK HIGHWAY 18 FROM
 DQ8446'THE JUNCTION OF TRUNK HIGHWAY 18 AND TRUNK HIGHWAY 47 IN MALMO, AT
 DQ8446'TRUNK HIGHWAY 18 MILE POINT 37.35.
 DQ8446'
 DQ8446'THE MARK IS LOCATED 32.4 FT (9.9 M) SOUTHWEST OF TRUNK HIGHWAY 18,
 DQ8446'157.0 FT (47.9 M) SOUTHEAST OF 327TH PLACE, 4.5 FT (1.4 M) SOUTHEAST
 DQ8446'OF A CABLE BOX, 4.8 FT (1.5 M) NORTHEAST OF A WITNESS POST.
 DQ8446'
 DQ8446'NOTE - THE STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM
 DQ8446'ROD DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION REMOVABLE
 DQ8446'DISK SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH
 DQ8446'PVC PIPE BACK FILLED WITH WASHED SAND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DQ8445 ***********************************************************************
 DQ8445  DESIGNATION -  0102 B
 DQ8445  PID         -  DQ8445
 DQ8445  STATE/COUNTY-  MN/AITKIN
 DQ8445  COUNTRY     -  US
 DQ8445  USGS QUAD   -  MALMO (2019)
 DQ8445
 DQ8445                         *CURRENT SURVEY CONTROL
 DQ8445  ______________________________________________________________________
 DQ8445* NAD 83(1986) POSITION- 46 21 17.63   (N) 093 32 38.38   (W)   HD_HELD1
 DQ8445* NAVD 88 ORTHO HEIGHT -   386.110 (meters)     1266.76  (feet) ADJUSTED
 DQ8445  ______________________________________________________________________
 DQ8445  GEOID HEIGHT    -        -27.590 (meters)                     GEOID18
 DQ8445  DYNAMIC HEIGHT  -        386.122 (meters)     1266.80  (feet) COMP
 DQ8445  MODELED GRAVITY -    980,633.1   (mgal)                       NAVD 88
 DQ8445
 DQ8445  VERT ORDER      -  SECOND    CLASS I
 DQ8445
 DQ8445.The horizontal coordinates were determined by differentially corrected
 DQ8445.hand held GPS observations or other comparable positioning techniques
 DQ8445.and have an estimated accuracy of +/- 3 meters.
 DQ8445
 DQ8445.The orthometric height was determined by differential leveling and
 DQ8445.adjusted by the NATIONAL GEODETIC SURVEY
 DQ8445.in April 2021.
 DQ8445
 DQ8445.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ8445.GEOID18 height accuracy estimate available here.
 DQ8445
 DQ8445.Click photographs - Photos may exist for this station.
 DQ8445
 DQ8445.The dynamic height is computed by dividing the NAVD 88
 DQ8445.geopotential number by the normal gravity value computed on the
 DQ8445.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ8445.degrees latitude (g = 980.6199 gals.).
 DQ8445
 DQ8445.The modeled gravity was interpolated from observed gravity values.
 DQ8445
 DQ8445;                    North         East    Units  Estimated Accuracy
 DQ8445;SPC MN C     -   250,833.8     854,333.9     MT  (+/- 3 meters HH1 GPS) 
 DQ8445
 DQ8445_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVM5814733624(NAD 83)
 DQ8445
 DQ8445                          SUPERSEDED SURVEY CONTROL
 DQ8445
 DQ8445.No superseded survey control is available for this station.
 DQ8445
 DQ8445_MARKER: DD = SURVEY DISK
 DQ8445_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DQ8445_STAMPING: 0102 B 2016
 DQ8445_MARK LOGO: MNDT
 DQ8445_PROJECTION: RECESSED 13 CENTIMETERS
 DQ8445_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DQ8445_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ8445_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ8445+SATELLITE: SATELLITE OBSERVATIONS - November 07, 2016
 DQ8445_ROD/PIPE-DEPTH: 15.2 meters
 DQ8445
 DQ8445  HISTORY     - Date     Condition        Report By
 DQ8445  HISTORY     - 20161107 MONUMENTED       MNDT
 DQ8445
 DQ8445                          STATION DESCRIPTION
 DQ8445
 DQ8445'DESCRIBED BY MN DEPT OF TRANSP 2016
 DQ8445'THE MARK IS LOCATED ABOUT 2.0 MI (3.2 KM) NORTHWEST OF MALMO.
 DQ8445'
 DQ8445'TO REACH THE MARK GO 2.0 MI (3.2 KM) WEST ALONG TRUNK HIGHWAY 18 FROM
 DQ8445'THE JUNCTION OF TRUNK HIGHWAY 18 AND TRUNK HIGHWAY 47 IN MALMO, AT
 DQ8445'TRUNK HIGHWAY 18 MILE POINT 36.4.
 DQ8445'
 DQ8445'THE MARK IS LOCATED 23.9 FT (7.3 M) SOUTHWEST OF TRUNK HIGHWAY 18,
 DQ8445'21.3 FT (6.5 M) NORTHWEST OF DRIVEWAY NUMBERS 33327/33369, 2.1 FT (0.6
 DQ8445'M) NORTHEAST OF A WITNESS POST.
 DQ8445'
 DQ8445'NOTE-THE STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM ROD
 DQ8445'DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION REMOVABLE DISK
 DQ8445'SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH PVC
 DQ8445'PIPE BACK FILLED WITH WASHED SAND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DQ8444 ***********************************************************************
 DQ8444  DESIGNATION -  0102 C
 DQ8444  PID         -  DQ8444
 DQ8444  STATE/COUNTY-  MN/AITKIN
 DQ8444  COUNTRY     -  US
 DQ8444  USGS QUAD   -  MALMO (2019)
 DQ8444
 DQ8444                         *CURRENT SURVEY CONTROL
 DQ8444  ______________________________________________________________________
 DQ8444* NAD 83(1986) POSITION- 46 21 48.70   (N) 093 34 14.21   (W)   HD_HELD1
 DQ8444* NAVD 88 ORTHO HEIGHT -   391.454 (meters)     1284.30  (feet) ADJUSTED
 DQ8444  ______________________________________________________________________
 DQ8444  GEOID HEIGHT    -        -27.614 (meters)                     GEOID18
 DQ8444  DYNAMIC HEIGHT  -        391.465 (meters)     1284.33  (feet) COMP
 DQ8444  MODELED GRAVITY -    980,632.0   (mgal)                       NAVD 88
 DQ8444
 DQ8444  VERT ORDER      -  SECOND    CLASS I
 DQ8444
 DQ8444.The horizontal coordinates were determined by differentially corrected
 DQ8444.hand held GPS observations or other comparable positioning techniques
 DQ8444.and have an estimated accuracy of +/- 3 meters.
 DQ8444
 DQ8444.The orthometric height was determined by differential leveling and
 DQ8444.adjusted by the NATIONAL GEODETIC SURVEY
 DQ8444.in April 2021.
 DQ8444
 DQ8444.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ8444.GEOID18 height accuracy estimate available here.
 DQ8444
 DQ8444.Click photographs - Photos may exist for this station.
 DQ8444
 DQ8444.The dynamic height is computed by dividing the NAVD 88
 DQ8444.geopotential number by the normal gravity value computed on the
 DQ8444.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ8444.degrees latitude (g = 980.6199 gals.).
 DQ8444
 DQ8444.The modeled gravity was interpolated from observed gravity values.
 DQ8444
 DQ8444;                    North         East    Units  Estimated Accuracy
 DQ8444;SPC MN C     -   251,775.1     852,277.1     MT  (+/- 3 meters HH1 GPS) 
 DQ8444
 DQ8444_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVM5610634597(NAD 83)
 DQ8444
 DQ8444                          SUPERSEDED SURVEY CONTROL
 DQ8444
 DQ8444.No superseded survey control is available for this station.
 DQ8444
 DQ8444_MARKER: DD = SURVEY DISK
 DQ8444_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DQ8444_STAMPING: 0102 C 2016
 DQ8444_MARK LOGO: MNDT
 DQ8444_PROJECTION: RECESSED 5 CENTIMETERS
 DQ8444_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DQ8444_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ8444_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ8444+SATELLITE: SATELLITE OBSERVATIONS - November 07, 2016
 DQ8444_ROD/PIPE-DEPTH: 24.4 meters
 DQ8444
 DQ8444  HISTORY     - Date     Condition        Report By
 DQ8444  HISTORY     - 20161107 MONUMENTED       MNDT
 DQ8444
 DQ8444                          STATION DESCRIPTION
 DQ8444
 DQ8444'DESCRIBED BY MN DEPT OF TRANSP 2016
 DQ8444'THE MARK IS LOCATED ABOUT 3.2 MI (5.1 KM) NORTHWEST OF MALMO.
 DQ8444'
 DQ8444'TO REACH THE MARK GO 3.4 MI (5.5 KM) WEST ALONG TRUNK HIGHWAY 18 FROM
 DQ8444'THE JUNCTION OF TRUNK HIGHWAY 18 AND TRUNK HIGHWAY 47 IN MALMO, AT
 DQ8444'TRUNK HIGHWAY 18 MILE POINT 34.9.
 DQ8444'
 DQ8444'THE MARK IS LOCATED 29.6 FT (9.0 M) SOUTH-SOUTHWEST OF TRUNK HIGHWAY
 DQ8444'18, 1.5 FT (0.5 M) NORTH-NORTHEAST OF A WITNESS POST.
 DQ8444'
 DQ8444'NOTE-THE STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM ROD
 DQ8444'DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION REMOVABLE DISK
 DQ8444'SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH PVC
 DQ8444'PIPE BACK FILLED WITH WASHED SAND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DQ8443 ***********************************************************************
 DQ8443  DESIGNATION -  0102 D
 DQ8443  PID         -  DQ8443
 DQ8443  STATE/COUNTY-  MN/AITKIN
 DQ8443  COUNTRY     -  US
 DQ8443  USGS QUAD   -  MALMO (2019)
 DQ8443
 DQ8443                         *CURRENT SURVEY CONTROL
 DQ8443  ______________________________________________________________________
 DQ8443* NAD 83(1986) POSITION- 46 21 57.92   (N) 093 35 18.97   (W)   HD_HELD1
 DQ8443* NAVD 88 ORTHO HEIGHT -   383.072 (meters)     1256.80  (feet) ADJUSTED
 DQ8443  ______________________________________________________________________
 DQ8443  GEOID HEIGHT    -        -27.628 (meters)                     GEOID18
 DQ8443  DYNAMIC HEIGHT  -        383.082 (meters)     1256.83  (feet) COMP
 DQ8443  MODELED GRAVITY -    980,631.0   (mgal)                       NAVD 88
 DQ8443
 DQ8443  VERT ORDER      -  SECOND    CLASS I
 DQ8443
 DQ8443.The horizontal coordinates were determined by differentially corrected
 DQ8443.hand held GPS observations or other comparable positioning techniques
 DQ8443.and have an estimated accuracy of +/- 3 meters.
 DQ8443
 DQ8443.The orthometric height was determined by differential leveling and
 DQ8443.adjusted by the NATIONAL GEODETIC SURVEY
 DQ8443.in April 2021.
 DQ8443
 DQ8443.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ8443.GEOID18 height accuracy estimate available here.
 DQ8443
 DQ8443.Click photographs - Photos may exist for this station.
 DQ8443
 DQ8443.The dynamic height is computed by dividing the NAVD 88
 DQ8443.geopotential number by the normal gravity value computed on the
 DQ8443.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ8443.degrees latitude (g = 980.6199 gals.).
 DQ8443
 DQ8443.The modeled gravity was interpolated from observed gravity values.
 DQ8443
 DQ8443;                    North         East    Units  Estimated Accuracy
 DQ8443;SPC MN C     -   252,048.1     850,890.5     MT  (+/- 3 meters HH1 GPS) 
 DQ8443
 DQ8443_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVM5472434892(NAD 83)
 DQ8443
 DQ8443                          SUPERSEDED SURVEY CONTROL
 DQ8443
 DQ8443.No superseded survey control is available for this station.
 DQ8443
 DQ8443_MARKER: DD = SURVEY DISK
 DQ8443_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DQ8443_STAMPING: 0102 D 2016
 DQ8443_MARK LOGO: MNDT
 DQ8443_PROJECTION: RECESSED 5 CENTIMETERS
 DQ8443_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DQ8443_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ8443_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ8443+SATELLITE: SATELLITE OBSERVATIONS - November 07, 2016
 DQ8443_ROD/PIPE-DEPTH: 25.0 meters
 DQ8443
 DQ8443  HISTORY     - Date     Condition        Report By
 DQ8443  HISTORY     - 20161107 MONUMENTED       MNDT
 DQ8443
 DQ8443                          STATION DESCRIPTION
 DQ8443
 DQ8443'DESCRIBED BY MN DEPT OF TRANSP 2016
 DQ8443'THE MARK IS LOCATED ABOUT 4.0 MI (6.4 KM) NORTHWEST OF MALMO.
 DQ8443'
 DQ8443'TO REACH THE MARK GO 4.25 MI (6.84 KM) WEST ALONG TRUNK HIGHWAY 18
 DQ8443'FROM THE JUNCTION OF TRUNK HIGHWAY 18 AND TRUNK HIGHWAY 47 IN MALMO,
 DQ8443'AT TRUNK HIGHWAY 18 MILE POINT 34.0.
 DQ8443'
 DQ8443'THE MARK IS LOCATED 33.6 FT (10.2 M) SOUTH OF TRUNK HIGHWAY 18, 112.5
 DQ8443'FT (34.3 M) EAST OF MILEPOST 34, 31.3 FT (9.5 M) WEST-SOUTHWEST OF THE
 DQ8443'WEST END OF A GUARDRAIL, 1.5 FT (0.5 M) NORTH OF A WITNESS POST.
 DQ8443'
 DQ8443'NOTE-THE STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM ROD
 DQ8443'DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION REMOVABLE DISK
 DQ8443'SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH PVC
 DQ8443'PIPE BACK FILLED WITH WASHED SAND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DQ8442 ***********************************************************************
 DQ8442  DESIGNATION -  0102 E
 DQ8442  PID         -  DQ8442
 DQ8442  STATE/COUNTY-  MN/AITKIN
 DQ8442  COUNTRY     -  US
 DQ8442  USGS QUAD   -  MALMO (2019)
 DQ8442
 DQ8442                         *CURRENT SURVEY CONTROL
 DQ8442  ______________________________________________________________________
 DQ8442* NAD 83(1986) POSITION- 46 22 03.19   (N) 093 36 05.65   (W)   HD_HELD1
 DQ8442* NAVD 88 ORTHO HEIGHT -   382.619 (meters)     1255.31  (feet) ADJUSTED
 DQ8442  ______________________________________________________________________
 DQ8442  GEOID HEIGHT    -        -27.638 (meters)                     GEOID18
 DQ8442  DYNAMIC HEIGHT  -        382.629 (meters)     1255.34  (feet) COMP
 DQ8442  MODELED GRAVITY -    980,630.2   (mgal)                       NAVD 88
 DQ8442
 DQ8442  VERT ORDER      -  SECOND    CLASS I
 DQ8442
 DQ8442.The horizontal coordinates were determined by differentially corrected
 DQ8442.hand held GPS observations or other comparable positioning techniques
 DQ8442.and have an estimated accuracy of +/- 3 meters.
 DQ8442
 DQ8442.The orthometric height was determined by differential leveling and
 DQ8442.adjusted by the NATIONAL GEODETIC SURVEY
 DQ8442.in April 2021.
 DQ8442
 DQ8442.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ8442.GEOID18 height accuracy estimate available here.
 DQ8442
 DQ8442.Click photographs - Photos may exist for this station.
 DQ8442
 DQ8442.The dynamic height is computed by dividing the NAVD 88
 DQ8442.geopotential number by the normal gravity value computed on the
 DQ8442.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ8442.degrees latitude (g = 980.6199 gals.).
 DQ8442
 DQ8442.The modeled gravity was interpolated from observed gravity values.
 DQ8442
 DQ8442;                    North         East    Units  Estimated Accuracy
 DQ8442;SPC MN C     -   252,202.5     849,891.5     MT  (+/- 3 meters HH1 GPS) 
 DQ8442
 DQ8442_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVM5372835062(NAD 83)
 DQ8442
 DQ8442                          SUPERSEDED SURVEY CONTROL
 DQ8442
 DQ8442.No superseded survey control is available for this station.
 DQ8442
 DQ8442_MARKER: DD = SURVEY DISK
 DQ8442_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DQ8442_STAMPING: 0102 E 2016
 DQ8442_MARK LOGO: MNDT
 DQ8442_PROJECTION: RECESSED 5 CENTIMETERS
 DQ8442_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DQ8442_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ8442_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ8442+SATELLITE: SATELLITE OBSERVATIONS - November 07, 2016
 DQ8442_ROD/PIPE-DEPTH: 15.2 meters
 DQ8442
 DQ8442  HISTORY     - Date     Condition        Report By
 DQ8442  HISTORY     - 20161107 MONUMENTED       MNDT
 DQ8442
 DQ8442                          STATION DESCRIPTION
 DQ8442
 DQ8442'DESCRIBED BY MN DEPT OF TRANSP 2016
 DQ8442'THE MARK IS LOCATED ABOUT 4.8 MI (7.7 KM) WEST-NORTHWEST OF MALMO.
 DQ8442'
 DQ8442'TO REACH THE MARK GO 4.9 MI (7.9 KM) WEST ALONG TRUNK HIGHWAY 18 FROM
 DQ8442'THE JUNCTION OF TRUNK HIGHWAY 18 AND TRUNK HIGHWAY 47 IN MALMO, AT
 DQ8442'TRUNK HIGHWAY 18 MILE POINT 33.4.
 DQ8442'
 DQ8442'THE MARK IS LOCATED 99.0 FT (30.2 M) NORTH OF TRUNK HIGHWAY 18, 33.4
 DQ8442'FT (10.2 M) WEST OF 360TH AVENUE, 3.0 FT (0.9 M) SOUTH OF A
 DQ8442'RIGHT-OF-WAY POST, 1.5 FT (0.5 M) SOUTH OF A WITNESS POST.
 DQ8442'
 DQ8442'NOTE-THE STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM ROD
 DQ8442'DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION REMOVABLE DISK
 DQ8442'SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH PVC
 DQ8442'PIPE BACK FILLED WITH WASHED SAND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DQ8441 ***********************************************************************
 DQ8441  DESIGNATION -  0102 F
 DQ8441  PID         -  DQ8441
 DQ8441  STATE/COUNTY-  MN/AITKIN
 DQ8441  COUNTRY     -  US
 DQ8441  USGS QUAD   -  MALMO (2019)
 DQ8441
 DQ8441                         *CURRENT SURVEY CONTROL
 DQ8441  ______________________________________________________________________
 DQ8441* NAD 83(1986) POSITION- 46 22 05.14   (N) 093 36 48.98   (W)   HD_HELD1
 DQ8441* NAVD 88 ORTHO HEIGHT -   383.257 (meters)     1257.40  (feet) ADJUSTED
 DQ8441  ______________________________________________________________________
 DQ8441  GEOID HEIGHT    -        -27.647 (meters)                     GEOID18
 DQ8441  DYNAMIC HEIGHT  -        383.267 (meters)     1257.44  (feet) COMP
 DQ8441  MODELED GRAVITY -    980,629.4   (mgal)                       NAVD 88
 DQ8441
 DQ8441  VERT ORDER      -  SECOND    CLASS I
 DQ8441
 DQ8441.The horizontal coordinates were determined by differentially corrected
 DQ8441.hand held GPS observations or other comparable positioning techniques
 DQ8441.and have an estimated accuracy of +/- 3 meters.
 DQ8441
 DQ8441.The orthometric height was determined by differential leveling and
 DQ8441.adjusted by the NATIONAL GEODETIC SURVEY
 DQ8441.in April 2021.
 DQ8441
 DQ8441.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ8441.GEOID18 height accuracy estimate available here.
 DQ8441
 DQ8441.Click photographs - Photos may exist for this station.
 DQ8441
 DQ8441.The dynamic height is computed by dividing the NAVD 88
 DQ8441.geopotential number by the normal gravity value computed on the
 DQ8441.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ8441.degrees latitude (g = 980.6199 gals.).
 DQ8441
 DQ8441.The modeled gravity was interpolated from observed gravity values.
 DQ8441
 DQ8441;                    North         East    Units  Estimated Accuracy
 DQ8441;SPC MN C     -   252,255.2     848,965.0     MT  (+/- 3 meters HH1 GPS) 
 DQ8441
 DQ8441_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVM5280335129(NAD 83)
 DQ8441
 DQ8441                          SUPERSEDED SURVEY CONTROL
 DQ8441
 DQ8441.No superseded survey control is available for this station.
 DQ8441
 DQ8441_MARKER: DD = SURVEY DISK
 DQ8441_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DQ8441_STAMPING: 0102 F 2016
 DQ8441_MARK LOGO: MNDT
 DQ8441_PROJECTION: RECESSED 5 CENTIMETERS
 DQ8441_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DQ8441_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ8441_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ8441+SATELLITE: SATELLITE OBSERVATIONS - November 07, 2016
 DQ8441_ROD/PIPE-DEPTH: 15.2 meters
 DQ8441
 DQ8441  HISTORY     - Date     Condition        Report By
 DQ8441  HISTORY     - 20161107 MONUMENTED       MNDT
 DQ8441
 DQ8441                          STATION DESCRIPTION
 DQ8441
 DQ8441'DESCRIBED BY MN DEPT OF TRANSP 2016
 DQ8441'THE MARK IS LOCATED ABOUT 5.1 MI (8.2 KM) WEST-NORTHWEST OF MALMO.
 DQ8441'
 DQ8441'TO REACH THE MARK GO 5.5 MI (8.8 KM) WEST ALONG TRUNK HIGHWAY 18 FROM
 DQ8441'THE JUNCTION OF TRUNK HIGHWAY 18 AND TRUNK HIGHWAY 47 IN MALMO, AT
 DQ8441'TRUNK HIGHWAY 18 MILE POINT 32.8.
 DQ8441'
 DQ8441'THE MARK IS LOCATED 32.3 FT (9.8 M) NORTH OF TRUNK HIGHWAY 18, 10.4 FT
 DQ8441'(3.2 M) NORTH OF A GUARDRAIL, 1.5 FT (0.5 M) SOUTH OF A WITNESS POST.
 DQ8441'
 DQ8441'NOTE-THE STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM ROD
 DQ8441'DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION REMOVABLE DISK
 DQ8441'SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH PVC
 DQ8441'PIPE BACK FILLED WITH WASHED SAND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DQ8440 ***********************************************************************
 DQ8440  DESIGNATION -  0102 G
 DQ8440  PID         -  DQ8440
 DQ8440  STATE/COUNTY-  MN/AITKIN
 DQ8440  COUNTRY     -  US
 DQ8440  USGS QUAD   -  WEALTHWOOD (2019)
 DQ8440
 DQ8440                         *CURRENT SURVEY CONTROL
 DQ8440  ______________________________________________________________________
 DQ8440* NAD 83(1986) POSITION- 46 21 56.02   (N) 093 38 16.13   (W)   HD_HELD1
 DQ8440* NAVD 88 ORTHO HEIGHT -   382.912 (meters)     1256.27  (feet) ADJUSTED
 DQ8440  ______________________________________________________________________
 DQ8440  GEOID HEIGHT    -        -27.657 (meters)                     GEOID18
 DQ8440  DYNAMIC HEIGHT  -        382.921 (meters)     1256.30  (feet) COMP
 DQ8440  MODELED GRAVITY -    980,627.3   (mgal)                       NAVD 88
 DQ8440
 DQ8440  VERT ORDER      -  SECOND    CLASS I
 DQ8440
 DQ8440.The horizontal coordinates were determined by differentially corrected
 DQ8440.hand held GPS observations or other comparable positioning techniques
 DQ8440.and have an estimated accuracy of +/- 3 meters.
 DQ8440
 DQ8440.The orthometric height was determined by differential leveling and
 DQ8440.adjusted by the NATIONAL GEODETIC SURVEY
 DQ8440.in April 2021.
 DQ8440
 DQ8440.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ8440.GEOID18 height accuracy estimate available here.
 DQ8440
 DQ8440.Click photographs - Photos may exist for this station.
 DQ8440
 DQ8440.The dynamic height is computed by dividing the NAVD 88
 DQ8440.geopotential number by the normal gravity value computed on the
 DQ8440.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ8440.degrees latitude (g = 980.6199 gals.).
 DQ8440
 DQ8440.The modeled gravity was interpolated from observed gravity values.
 DQ8440
 DQ8440;                    North         East    Units  Estimated Accuracy
 DQ8440;SPC MN C     -   251,959.0     847,104.6     MT  (+/- 3 meters HH1 GPS) 
 DQ8440
 DQ8440_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVM5093834862(NAD 83)
 DQ8440
 DQ8440                          SUPERSEDED SURVEY CONTROL
 DQ8440
 DQ8440.No superseded survey control is available for this station.
 DQ8440
 DQ8440_MARKER: DD = SURVEY DISK
 DQ8440_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DQ8440_STAMPING: 0102 G 2016
 DQ8440_MARK LOGO: MNDT
 DQ8440_PROJECTION: RECESSED 5 CENTIMETERS
 DQ8440_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DQ8440_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ8440_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ8440+SATELLITE: SATELLITE OBSERVATIONS - November 07, 2016
 DQ8440_ROD/PIPE-DEPTH: 10.7 meters
 DQ8440
 DQ8440  HISTORY     - Date     Condition        Report By
 DQ8440  HISTORY     - 20161107 MONUMENTED       MNDT
 DQ8440
 DQ8440                          STATION DESCRIPTION
 DQ8440
 DQ8440'DESCRIBED BY MN DEPT OF TRANSP 2016
 DQ8440'THE MARK IS LOCATED ABOUT 10.0 MI (16.1 KM) EAST-NORTHEAST OF
 DQ8440'GARRISON.
 DQ8440'
 DQ8440'TO REACH THE MARK GO 5.9 MI (9.5 KM) EAST ALONG TRUNK HIGHWAY 18 FROM
 DQ8440'THE JUNCTION OF TRUNK HIGHWAY 18 AND TRUNK HIGHWAY 169, AT TRUNK
 DQ8440'HIGHWAY 18 MILE POINT 31.65.
 DQ8440'
 DQ8440'THE MARK IS LOCATED 38.1 FT (11.6 M) NORTH OF TRUNK HIGHWAY 18, 24.7
 DQ8440'FT (7.5 M) EAST OF A DRIVEWAY, 1.5 WEST OF A WITNESS POST.
 DQ8440'
 DQ8440'NOTE-THE STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM ROD
 DQ8440'DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION REMOVABLE DISK
 DQ8440'SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH PVC
 DQ8440'PIPE BACK FILLED WITH WASHED SAND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DQ8439 ***********************************************************************
 DQ8439  DESIGNATION -  0102 H
 DQ8439  PID         -  DQ8439
 DQ8439  STATE/COUNTY-  MN/AITKIN
 DQ8439  COUNTRY     -  US
 DQ8439  USGS QUAD   -  WEALTHWOOD (2019)
 DQ8439
 DQ8439                         *CURRENT SURVEY CONTROL
 DQ8439  ______________________________________________________________________
 DQ8439* NAD 83(1986) POSITION- 46 21 35.13   (N) 093 39 52.11   (W)   HD_HELD1
 DQ8439* NAVD 88 ORTHO HEIGHT -   385.581 (meters)     1265.03  (feet) ADJUSTED
 DQ8439  ______________________________________________________________________
 DQ8439  GEOID HEIGHT    -        -27.661 (meters)                     GEOID18
 DQ8439  DYNAMIC HEIGHT  -        385.590 (meters)     1265.06  (feet) COMP
 DQ8439  MODELED GRAVITY -    980,624.5   (mgal)                       NAVD 88
 DQ8439
 DQ8439  VERT ORDER      -  SECOND    CLASS I
 DQ8439
 DQ8439.The horizontal coordinates were determined by differentially corrected
 DQ8439.hand held GPS observations or other comparable positioning techniques
 DQ8439.and have an estimated accuracy of +/- 3 meters.
 DQ8439
 DQ8439.The orthometric height was determined by differential leveling and
 DQ8439.adjusted by the NATIONAL GEODETIC SURVEY
 DQ8439.in April 2021.
 DQ8439
 DQ8439.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ8439.GEOID18 height accuracy estimate available here.
 DQ8439
 DQ8439.Click photographs - Photos may exist for this station.
 DQ8439
 DQ8439.The dynamic height is computed by dividing the NAVD 88
 DQ8439.geopotential number by the normal gravity value computed on the
 DQ8439.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ8439.degrees latitude (g = 980.6199 gals.).
 DQ8439
 DQ8439.The modeled gravity was interpolated from observed gravity values.
 DQ8439
 DQ8439;                    North         East    Units  Estimated Accuracy
 DQ8439;SPC MN C     -   251,298.5     845,057.9     MT  (+/- 3 meters HH1 GPS) 
 DQ8439
 DQ8439_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVM4888234234(NAD 83)
 DQ8439
 DQ8439                          SUPERSEDED SURVEY CONTROL
 DQ8439
 DQ8439.No superseded survey control is available for this station.
 DQ8439
 DQ8439_MARKER: DD = SURVEY DISK
 DQ8439_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DQ8439_STAMPING: 0102 H 2016
 DQ8439_MARK LOGO: MNDT
 DQ8439_PROJECTION: RECESSED 5 CENTIMETERS
 DQ8439_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DQ8439_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ8439_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ8439+SATELLITE: SATELLITE OBSERVATIONS - November 09, 2016
 DQ8439_ROD/PIPE-DEPTH: 17.1 meters
 DQ8439
 DQ8439  HISTORY     - Date     Condition        Report By
 DQ8439  HISTORY     - 20161109 MONUMENTED       MNDT
 DQ8439
 DQ8439                          STATION DESCRIPTION
 DQ8439
 DQ8439'DESCRIBED BY MN DEPT OF TRANSP 2016
 DQ8439'THE MARK IS LOCATED ABOUT 8.8 MI (14.2 KM) EAST-NORTHEAST OF GARRISON.
 DQ8439'TO REACH THE MARK GO 4.55 MI (7.32 KM) EAST ALONG TRUNK HIGHWAY 18
 DQ8439'FROM THE JUNCTION OF TRUNK HIGHWAY 18 AND TRUNK HIGHWAY 169, AT TRUNK
 DQ8439'HIGHWAY 18 MILE POINT 30.3.
 DQ8439'
 DQ8439'THE MARK IS LOCATED 44.6 FT (13.6 M) SOUTHEAST OF TRUNK HIGHWAY 18,
 DQ8439'23.0 FT (7.0 M) NORTH OF 240TH STREET, 1.5 FT (0.5 M) NORTHWEST OF A
 DQ8439'WITNESS POST.
 DQ8439'
 DQ8439'NOTE-THE STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM ROD
 DQ8439'DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION REMOVABLE DISK
 DQ8439'SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH PVC
 DQ8439'PIPE BACK FILLED WITH WASHED SAND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DQ8438 ***********************************************************************
 DQ8438  DESIGNATION -  0102 J
 DQ8438  PID         -  DQ8438
 DQ8438  STATE/COUNTY-  MN/AITKIN
 DQ8438  COUNTRY     -  US
 DQ8438  USGS QUAD   -  WEALTHWOOD (2019)
 DQ8438
 DQ8438                         *CURRENT SURVEY CONTROL
 DQ8438  ______________________________________________________________________
 DQ8438* NAD 83(1986) POSITION- 46 21 26.23   (N) 093 40 59.59   (W)   HD_HELD1
 DQ8438* NAVD 88 ORTHO HEIGHT -   384.562 (meters)     1261.68  (feet) ADJUSTED
 DQ8438  ______________________________________________________________________
 DQ8438  GEOID HEIGHT    -        -27.663 (meters)                     GEOID18
 DQ8438  DYNAMIC HEIGHT  -        384.569 (meters)     1261.71  (feet) COMP
 DQ8438  MODELED GRAVITY -    980,622.5   (mgal)                       NAVD 88
 DQ8438
 DQ8438  VERT ORDER      -  SECOND    CLASS I
 DQ8438
 DQ8438.The horizontal coordinates were determined by differentially corrected
 DQ8438.hand held GPS observations or other comparable positioning techniques
 DQ8438.and have an estimated accuracy of +/- 3 meters.
 DQ8438
 DQ8438.The orthometric height was determined by differential leveling and
 DQ8438.adjusted by the NATIONAL GEODETIC SURVEY
 DQ8438.in April 2021.
 DQ8438
 DQ8438.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ8438.GEOID18 height accuracy estimate available here.
 DQ8438
 DQ8438.Click photographs - Photos may exist for this station.
 DQ8438
 DQ8438.The dynamic height is computed by dividing the NAVD 88
 DQ8438.geopotential number by the normal gravity value computed on the
 DQ8438.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ8438.degrees latitude (g = 980.6199 gals.).
 DQ8438
 DQ8438.The modeled gravity was interpolated from observed gravity values.
 DQ8438
 DQ8438;                    North         East    Units  Estimated Accuracy
 DQ8438;SPC MN C     -   251,013.2     843,617.5     MT  (+/- 3 meters HH1 GPS) 
 DQ8438
 DQ8438_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVM4743833972(NAD 83)
 DQ8438
 DQ8438                          SUPERSEDED SURVEY CONTROL
 DQ8438
 DQ8438.No superseded survey control is available for this station.
 DQ8438
 DQ8438_MARKER: DD = SURVEY DISK
 DQ8438_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DQ8438_STAMPING: 0102 J 2016
 DQ8438_MARK LOGO: MNDT
 DQ8438_PROJECTION: RECESSED 5 CENTIMETERS
 DQ8438_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DQ8438_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ8438_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ8438+SATELLITE: SATELLITE OBSERVATIONS - November 09, 2016
 DQ8438_ROD/PIPE-DEPTH: 26.5 meters
 DQ8438
 DQ8438  HISTORY     - Date     Condition        Report By
 DQ8438  HISTORY     - 20161109 MONUMENTED       MNDT
 DQ8438
 DQ8438                          STATION DESCRIPTION
 DQ8438
 DQ8438'DESCRIBED BY MN DEPT OF TRANSP 2016
 DQ8438'THE MARK IS LOCATED ABOUT 7.8 MI (12.6 KM) EAST-NORTHEAST OF GARRISON.
 DQ8438'TO REACH THE MARK GO 3.65 MI (5.87 KM) EAST ALONG TRUNK HIGHWAY 18
 DQ8438'FROM THE JUNCTION OF TRUNK HIGHWAY 18 AND TRUNK HIGHWAY 169 (THE
 DQ8438'JUNCTION IS 5.0 MI (8.0 KM) NORTHEAST OF GARRISON), AT TRUNK HIGHWAY
 DQ8438'18 MILE POINT 29.3.
 DQ8438'
 DQ8438'THE MARK IS LOCATED 34.4 FT (10.5 M) SOUTH OF TRUNK HIGHWAY 18, 24.7
 DQ8438'FT (7.5 M) EAST OF DRIVEWAY NUMBER 39825, 15.0 FT (4.6 M) WEST OF
 DQ8438'DRIVEWAY NUMBER 39817, 1.5 FT (0.5 M) NORTH OF A WITNESS POST.
 DQ8438'
 DQ8438'NOTE-THE STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM ROD
 DQ8438'DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION REMOVABLE DISK
 DQ8438'SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH PVC
 DQ8438'PIPE BACK FILLED WITH WASHED SAND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DQ8437 ***********************************************************************
 DQ8437  DESIGNATION -  0102 K
 DQ8437  PID         -  DQ8437
 DQ8437  STATE/COUNTY-  MN/AITKIN
 DQ8437  COUNTRY     -  US
 DQ8437  USGS QUAD   -  WEALTHWOOD (2019)
 DQ8437
 DQ8437                         *CURRENT SURVEY CONTROL
 DQ8437  ______________________________________________________________________
 DQ8437* NAD 83(1986) POSITION- 46 21 23.65   (N) 093 42 01.01   (W)   HD_HELD1
 DQ8437* NAVD 88 ORTHO HEIGHT -   383.855 (meters)     1259.36  (feet) ADJUSTED
 DQ8437  ______________________________________________________________________
 DQ8437  GEOID HEIGHT    -        -27.665 (meters)                     GEOID18
 DQ8437  DYNAMIC HEIGHT  -        383.861 (meters)     1259.38  (feet) COMP
 DQ8437  MODELED GRAVITY -    980,620.5   (mgal)                       NAVD 88
 DQ8437
 DQ8437  VERT ORDER      -  SECOND    CLASS I
 DQ8437
 DQ8437.The horizontal coordinates were determined by differentially corrected
 DQ8437.hand held GPS observations or other comparable positioning techniques
 DQ8437.and have an estimated accuracy of +/- 3 meters.
 DQ8437
 DQ8437.The orthometric height was determined by differential leveling and
 DQ8437.adjusted by the NATIONAL GEODETIC SURVEY
 DQ8437.in April 2021.
 DQ8437
 DQ8437.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ8437.GEOID18 height accuracy estimate available here.
 DQ8437
 DQ8437.Click photographs - Photos may exist for this station.
 DQ8437
 DQ8437.The dynamic height is computed by dividing the NAVD 88
 DQ8437.geopotential number by the normal gravity value computed on the
 DQ8437.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ8437.degrees latitude (g = 980.6199 gals.).
 DQ8437
 DQ8437.The modeled gravity was interpolated from observed gravity values.
 DQ8437
 DQ8437;                    North         East    Units  Estimated Accuracy
 DQ8437;SPC MN C     -   250,924.3     842,305.1     MT  (+/- 3 meters HH1 GPS) 
 DQ8437
 DQ8437_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVM4612533904(NAD 83)
 DQ8437
 DQ8437                          SUPERSEDED SURVEY CONTROL
 DQ8437
 DQ8437.No superseded survey control is available for this station.
 DQ8437
 DQ8437_MARKER: DD = SURVEY DISK
 DQ8437_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DQ8437_STAMPING: 0102 K 2016
 DQ8437_MARK LOGO: MNDT
 DQ8437_PROJECTION: RECESSED 5 CENTIMETERS
 DQ8437_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DQ8437_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ8437_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ8437+SATELLITE: SATELLITE OBSERVATIONS - November 10, 2016
 DQ8437_ROD/PIPE-DEPTH: 20.4 meters
 DQ8437
 DQ8437  HISTORY     - Date     Condition        Report By
 DQ8437  HISTORY     - 20161110 MONUMENTED       MNDT
 DQ8437
 DQ8437                          STATION DESCRIPTION
 DQ8437
 DQ8437'DESCRIBED BY MN DEPT OF TRANSP 2016
 DQ8437'THE MARK IS LOCATED ABOUT 7.0 MI (11.3 KM) NORTHEAST OF GARRISON.
 DQ8437'
 DQ8437'TO REACH THE MARK GO 2.8 MI (4.5 KM) EAST ALONG TRUNK HIGHWAY 18 FROM
 DQ8437'THE JUNCTION OF TRUNK HIGHWAY 18 AND TRUNK HIGHWAY 169 (THE JUNCTION
 DQ8437'IS 5.0 MI (8.0 KM) NORTHEAST OF GARRISON), AT TRUNK HIGHWAY 18 MILE
 DQ8437'POINT 28.55.
 DQ8437'
 DQ8437'THE MARK IS LOCATED 24.3 FT (7.4 M) SOUTH OF TRUNK HIGHWAY 18, 74.8 FT
 DQ8437'(22.8 M) WEST OF 236TH LANE, 1.5 FT (0.5 M) NORTH OF A WITNESS POST.
 DQ8437'
 DQ8437'NOTE-THE STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM ROD
 DQ8437'DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION REMOVABLE DISK
 DQ8437'SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH PVC
 DQ8437'PIPE BACK FILLED WITH WASHED SAND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DQ8436 ***********************************************************************
 DQ8436  DESIGNATION -  0102 L
 DQ8436  PID         -  DQ8436
 DQ8436  STATE/COUNTY-  MN/AITKIN
 DQ8436  COUNTRY     -  US
 DQ8436  USGS QUAD   -  WEALTHWOOD (2019)
 DQ8436
 DQ8436                         *CURRENT SURVEY CONTROL
 DQ8436  ______________________________________________________________________
 DQ8436* NAD 83(1986) POSITION- 46 20 48.87   (N) 093 43 39.60   (W)   HD_HELD1
 DQ8436* NAVD 88 ORTHO HEIGHT -   389.133 (meters)     1276.68  (feet) ADJUSTED
 DQ8436  ______________________________________________________________________
 DQ8436  GEOID HEIGHT    -        -27.643 (meters)                     GEOID18
 DQ8436  DYNAMIC HEIGHT  -        389.139 (meters)     1276.70  (feet) COMP
 DQ8436  MODELED GRAVITY -    980,617.2   (mgal)                       NAVD 88
 DQ8436
 DQ8436  VERT ORDER      -  SECOND    CLASS I
 DQ8436
 DQ8436.The horizontal coordinates were determined by differentially corrected
 DQ8436.hand held GPS observations or other comparable positioning techniques
 DQ8436.and have an estimated accuracy of +/- 3 meters.
 DQ8436
 DQ8436.The orthometric height was determined by differential leveling and
 DQ8436.adjusted by the NATIONAL GEODETIC SURVEY
 DQ8436.in April 2021.
 DQ8436
 DQ8436.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ8436.GEOID18 height accuracy estimate available here.
 DQ8436
 DQ8436.Click photographs - Photos may exist for this station.
 DQ8436
 DQ8436.The dynamic height is computed by dividing the NAVD 88
 DQ8436.geopotential number by the normal gravity value computed on the
 DQ8436.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ8436.degrees latitude (g = 980.6199 gals.).
 DQ8436
 DQ8436.The modeled gravity was interpolated from observed gravity values.
 DQ8436
 DQ8436;                    North         East    Units  Estimated Accuracy
 DQ8436;SPC MN C     -   249,836.2     840,204.6     MT  (+/- 3 meters HH1 GPS) 
 DQ8436
 DQ8436_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVM4400832849(NAD 83)
 DQ8436
 DQ8436                          SUPERSEDED SURVEY CONTROL
 DQ8436
 DQ8436.No superseded survey control is available for this station.
 DQ8436
 DQ8436_MARKER: DD = SURVEY DISK
 DQ8436_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DQ8436_STAMPING: 0102 L 2016
 DQ8436_MARK LOGO: MNDT
 DQ8436_PROJECTION: RECESSED 5 CENTIMETERS
 DQ8436_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DQ8436_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ8436_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ8436+SATELLITE: SATELLITE OBSERVATIONS - November 09, 2016
 DQ8436_ROD/PIPE-DEPTH: 25.0 meters
 DQ8436
 DQ8436  HISTORY     - Date     Condition        Report By
 DQ8436  HISTORY     - 20161109 MONUMENTED       MNDT
 DQ8436
 DQ8436                          STATION DESCRIPTION
 DQ8436
 DQ8436'DESCRIBED BY MN DEPT OF TRANSP 2016
 DQ8436'THE MARK IS LOCATED ABOUT 5.8 MI (9.3 KM) NORTHEAST OF GARRISON.
 DQ8436'
 DQ8436'TO REACH THE MARK GO 1.35 MI (2.17 KM) EAST ALONG TRUNK HIGHWAY 18
 DQ8436'FROM THE JUNCTION OF TRUNK HIGHWAY 18 AND TRUNK HIGHWAY 169 (THE
 DQ8436'JUNCTION IS 5.0 MI (8.0 KM) NORTHEAST OF GARRISON), AT TRUNK HIGHWAY
 DQ8436'18 MILE POINT 27.05.
 DQ8436'
 DQ8436'THE MARK IS LOCATED 30.4 FT (9.3 M) NORTHWEST OF TRUNK HIGHWAY 18,
 DQ8436'39.0 FT (11.9 M) NORTHEAST OF 420TH PLACE, 4.0 FT (1.2 M) SOUTHEAST OF
 DQ8436'THE SOUTH LEG OF THE WEALTHWOOD ROD AND GUN CLUB SIGN, 3.0 FT (0.9 M)
 DQ8436'SOUTHEAST OF A WITNESS POST.
 DQ8436'
 DQ8436'NOTE-THE STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM ROD
 DQ8436'DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION REMOVABLE DISK
 DQ8436'SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH PVC
 DQ8436'PIPE BACK FILLED WITH WASHED SAND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DQ8435 ***********************************************************************
 DQ8435  DESIGNATION -  0102 M
 DQ8435  PID         -  DQ8435
 DQ8435  STATE/COUNTY-  MN/AITKIN
 DQ8435  COUNTRY     -  US
 DQ8435  USGS QUAD   -  WEALTHWOOD (2019)
 DQ8435
 DQ8435                         *CURRENT SURVEY CONTROL
 DQ8435  ______________________________________________________________________
 DQ8435* NAD 83(1986) POSITION- 46 20 29.05   (N) 093 44 31.17   (W)   HD_HELD1
 DQ8435* NAVD 88 ORTHO HEIGHT -   384.573 (meters)     1261.72  (feet) ADJUSTED
 DQ8435  ______________________________________________________________________
 DQ8435  GEOID HEIGHT    -        -27.625 (meters)                     GEOID18
 DQ8435  DYNAMIC HEIGHT  -        384.578 (meters)     1261.74  (feet) COMP
 DQ8435  MODELED GRAVITY -    980,616.6   (mgal)                       NAVD 88
 DQ8435
 DQ8435  VERT ORDER      -  SECOND    CLASS I
 DQ8435
 DQ8435.The horizontal coordinates were determined by differentially corrected
 DQ8435.hand held GPS observations or other comparable positioning techniques
 DQ8435.and have an estimated accuracy of +/- 3 meters.
 DQ8435
 DQ8435.The orthometric height was determined by differential leveling and
 DQ8435.adjusted by the NATIONAL GEODETIC SURVEY
 DQ8435.in April 2021.
 DQ8435
 DQ8435.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ8435.GEOID18 height accuracy estimate available here.
 DQ8435
 DQ8435.Click photographs - Photos may exist for this station.
 DQ8435
 DQ8435.The dynamic height is computed by dividing the NAVD 88
 DQ8435.geopotential number by the normal gravity value computed on the
 DQ8435.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ8435.degrees latitude (g = 980.6199 gals.).
 DQ8435
 DQ8435.The modeled gravity was interpolated from observed gravity values.
 DQ8435
 DQ8435;                    North         East    Units  Estimated Accuracy
 DQ8435;SPC MN C     -   249,217.1     839,106.0     MT  (+/- 3 meters HH1 GPS) 
 DQ8435
 DQ8435_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVM4290032248(NAD 83)
 DQ8435
 DQ8435                          SUPERSEDED SURVEY CONTROL
 DQ8435
 DQ8435.No superseded survey control is available for this station.
 DQ8435
 DQ8435_MARKER: DD = SURVEY DISK
 DQ8435_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DQ8435_STAMPING: 0102 M 2016
 DQ8435_MARK LOGO: MNDT
 DQ8435_PROJECTION: RECESSED 5 CENTIMETERS
 DQ8435_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DQ8435_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ8435_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ8435+SATELLITE: SATELLITE OBSERVATIONS - November 08, 2016
 DQ8435_ROD/PIPE-DEPTH: 24.7 meters
 DQ8435
 DQ8435  HISTORY     - Date     Condition        Report By
 DQ8435  HISTORY     - 20161108 MONUMENTED       MNDT
 DQ8435
 DQ8435                          STATION DESCRIPTION
 DQ8435
 DQ8435'DESCRIBED BY MN DEPT OF TRANSP 2016
 DQ8435'THE MARK IS LOCATED ABOUT 5.0 MI (8.0 KM) NORTHEAST OF GARRISON.
 DQ8435'
 DQ8435'TO REACH THE MARK GO 0.5 MI (0.8 KM) EAST ALONG TRUNK HIGHWAY 18 FROM
 DQ8435'THE JUNCTION OF TRUNK HIGHWAY 18 AND TRUNK HIGHWAY 169 (THE JUNCTION
 DQ8435'IS 5.0 MI (8.0 KM) NORTHEAST OF GARRISON), AT TRUNK HIGHWAY 18 MILE
 DQ8435'POINT 26.45.
 DQ8435'
 DQ8435'THE MARK IS LOCATED 57.7 FT (17.6 M) SOUTH-SOUTHEAST OF TRUNK HIGHWAY
 DQ8435'18, 1.5 FT (0.5 M) NORTH-NORTHWEST OF A WITNESS POST.
 DQ8435'
 DQ8435'NOTE-THE STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM ROD
 DQ8435'DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION REMOVABLE DISK
 DQ8435'SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH PVC
 DQ8435'PIPE BACK FILLED WITH WASHED SAND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DQ8400 ***********************************************************************
 DQ8400  DESIGNATION -  0103 A
 DQ8400  PID         -  DQ8400
 DQ8400  STATE/COUNTY-  MN/AITKIN
 DQ8400  COUNTRY     -  US
 DQ8400  USGS QUAD   -  ISLE (2019)
 DQ8400
 DQ8400                         *CURRENT SURVEY CONTROL
 DQ8400  ______________________________________________________________________
 DQ8400* NAD 83(1986) POSITION- 46 12 39.85   (N) 093 25 45.57   (W)   HD_HELD1
 DQ8400* NAVD 88 ORTHO HEIGHT -   402.697 (meters)     1321.18  (feet) ADJUSTED
 DQ8400  ______________________________________________________________________
 DQ8400  GEOID HEIGHT    -        -27.430 (meters)                     GEOID18
 DQ8400  DYNAMIC HEIGHT  -        402.706 (meters)     1321.21  (feet) COMP
 DQ8400  MODELED GRAVITY -    980,626.3   (mgal)                       NAVD 88
 DQ8400
 DQ8400  VERT ORDER      -  SECOND    CLASS I
 DQ8400
 DQ8400.The horizontal coordinates were determined by differentially corrected
 DQ8400.hand held GPS observations or other comparable positioning techniques
 DQ8400.and have an estimated accuracy of +/- 3 meters.
 DQ8400
 DQ8400.The orthometric height was determined by differential leveling and
 DQ8400.adjusted by the NATIONAL GEODETIC SURVEY
 DQ8400.in April 2021.
 DQ8400
 DQ8400.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ8400.GEOID18 height accuracy estimate available here.
 DQ8400
 DQ8400.Click photographs - Photos may exist for this station.
 DQ8400
 DQ8400.The dynamic height is computed by dividing the NAVD 88
 DQ8400.geopotential number by the normal gravity value computed on the
 DQ8400.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ8400.degrees latitude (g = 980.6199 gals.).
 DQ8400
 DQ8400.The modeled gravity was interpolated from observed gravity values.
 DQ8400
 DQ8400;                    North         East    Units  Estimated Accuracy
 DQ8400;SPC MN C     -   234,933.5     863,324.1     MT  (+/- 3 meters HH1 GPS) 
 DQ8400
 DQ8400_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVM6688317588(NAD 83)
 DQ8400
 DQ8400                          SUPERSEDED SURVEY CONTROL
 DQ8400
 DQ8400.No superseded survey control is available for this station.
 DQ8400
 DQ8400_MARKER: DB = BENCH MARK DISK
 DQ8400_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 DQ8400_STAMPING: 0103 A 1970
 DQ8400_MARK LOGO: MNHD
 DQ8400_PROJECTION: FLUSH
 DQ8400_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DQ8400_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DQ8400_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DQ8400+SATELLITE: SATELLITE OBSERVATIONS - June 26, 2017
 DQ8400
 DQ8400  HISTORY     - Date     Condition        Report By
 DQ8400  HISTORY     - 19700401 MONUMENTED       MNHD
 DQ8400  HISTORY     - 20161010 GOOD             MNDT
 DQ8400  HISTORY     - 20170626 GOOD             MNDT
 DQ8400
 DQ8400                          STATION DESCRIPTION
 DQ8400
 DQ8400'DESCRIBED BY MN DEPT OF TRANSP 2016 (DAS)
 DQ8400'THE MARK IS LOCATED ABOUT 4.9 MI (7.9 KM) NORTH-NORTHEAST OF ISLE.
 DQ8400'
 DQ8400'TO REACH THE MARK GO 3.35 MI (5.39 KM) EAST ALONG TRUNK HIGHWAY 18
 DQ8400'FROM THE JUNCTION OF TRUNK HIGHWAY 18 AND TRUNK HIGHWAY 47 (THE
 DQ8400'JUNCTION IS 5.3 MI (8.5 KM) NORTH OF ISLE), AT TRUNK HIGHWAY 18 MILE
 DQ8400'POINT 50.75.
 DQ8400'
 DQ8400'THE MARK IS LOCATED 65.3 FT (19.9 M) SOUTH OF TRUNK HIGHWAY 18, 215.0
 DQ8400'FT (65.5 M) EAST OF 280TH PLACE, 1.5 FT (0.5 M) WEST OF A WITNESS
 DQ8400'POST.
 DQ8400
 DQ8400                          STATION RECOVERY (2017)
 DQ8400
 DQ8400'RECOVERY NOTE BY MN DEPT OF TRANSP 2017 (MAS)
 DQ8400'4.9 MI (7.9 KM) NORTH-NORTHEAST OF ISLE, 3.35 MI (5.39 KM) EAST ALONG
 DQ8400'TRUNK HIGHWAY 18 FROM THE JUNCTION OF TRUNK HIGHWAY 18 AND TRUNK
 DQ8400'HIGHWAY 47 (THE JUNCTION IS 5.3 MI (8.5 KM) NORTH OF ISLE), AT TRUNK
 DQ8400'HIGHWAY 18 MILE POINT 50.75, 65.3 FT (19.9 M) SOUTH OF TRUNK HIGHWAY
 DQ8400'18, 215.0 FT (65.5 M) EAST OF 280TH PLACE, 1.5 FT (0.5 M) WEST OF A
 DQ8400'WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DQ8406 ***********************************************************************
 DQ8406  DESIGNATION -  0103 E
 DQ8406  PID         -  DQ8406
 DQ8406  STATE/COUNTY-  MN/AITKIN
 DQ8406  COUNTRY     -  US
 DQ8406  USGS QUAD   -  MCGRATH (2019)
 DQ8406
 DQ8406                         *CURRENT SURVEY CONTROL
 DQ8406  ______________________________________________________________________
 DQ8406* NAD 83(1986) POSITION- 46 12 54.67   (N) 093 20 44.58   (W)   HD_HELD1
 DQ8406* NAVD 88 ORTHO HEIGHT -   395.618 (meters)     1297.96  (feet) ADJUSTED
 DQ8406  ______________________________________________________________________
 DQ8406  GEOID HEIGHT    -        -27.475 (meters)                     GEOID18
 DQ8406  DYNAMIC HEIGHT  -        395.629 (meters)     1297.99  (feet) COMP
 DQ8406  MODELED GRAVITY -    980,629.8   (mgal)                       NAVD 88
 DQ8406
 DQ8406  VERT ORDER      -  SECOND    CLASS I
 DQ8406
 DQ8406.The horizontal coordinates were determined by differentially corrected
 DQ8406.hand held GPS observations or other comparable positioning techniques
 DQ8406.and have an estimated accuracy of +/- 3 meters.
 DQ8406
 DQ8406.The orthometric height was determined by differential leveling and
 DQ8406.adjusted by the NATIONAL GEODETIC SURVEY
 DQ8406.in April 2021.
 DQ8406
 DQ8406.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ8406.GEOID18 height accuracy estimate available here.
 DQ8406
 DQ8406.Click photographs - Photos may exist for this station.
 DQ8406
 DQ8406.The dynamic height is computed by dividing the NAVD 88
 DQ8406.geopotential number by the normal gravity value computed on the
 DQ8406.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ8406.degrees latitude (g = 980.6199 gals.).
 DQ8406
 DQ8406.The modeled gravity was interpolated from observed gravity values.
 DQ8406
 DQ8406;                    North         East    Units  Estimated Accuracy
 DQ8406;SPC MN C     -   235,461.3     869,769.9     MT  (+/- 3 meters HH1 GPS) 
 DQ8406
 DQ8406_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVM7333418014(NAD 83)
 DQ8406
 DQ8406                          SUPERSEDED SURVEY CONTROL
 DQ8406
 DQ8406.No superseded survey control is available for this station.
 DQ8406
 DQ8406_MARKER: DB = BENCH MARK DISK
 DQ8406_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 DQ8406_STAMPING: 0103 E 1970
 DQ8406_MARK LOGO: MNHD
 DQ8406_PROJECTION: FLUSH
 DQ8406_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DQ8406_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DQ8406_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DQ8406+SATELLITE: SATELLITE OBSERVATIONS - October 10, 2016
 DQ8406
 DQ8406  HISTORY     - Date     Condition        Report By
 DQ8406  HISTORY     - 19700401 MONUMENTED       MNHD
 DQ8406  HISTORY     - 20161010 GOOD             MNDT
 DQ8406
 DQ8406                          STATION DESCRIPTION
 DQ8406
 DQ8406'DESCRIBED BY MN DEPT OF TRANSP 2016 (DAS)
 DQ8406'THE MARK IS LOCATED ABOUT 3.9 MI (6.3 KM) WEST OF MCGRATH.
 DQ8406'
 DQ8406'TO REACH THE MARK GO 3.25 MI (5.23 KM) ALONG TRUNK HIGHWAY 18 FROM THE
 DQ8406'JUNCTION OF TRUNK HIGHWAY 18 AND TRUNK HIGHWAY 65 (THE JUNCTION IS 2.0
 DQ8406'MI (3.2 KM) SOUTH OF MCGRATH), AT TRUNK HIGHWAY 18 MILE POINT 54.8.
 DQ8406'
 DQ8406'THE MARK IS LOCATED 75.0 FT (22.9 M) SOUTH OF TRUNK HIGHWAY 18, 145.2
 DQ8406'FT (44.3 M) EAST OF 240TH PLACE, 3.6 FT (1.1 M) WEST OF A WITNESS
 DQ8406'POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DQ8408 ***********************************************************************
 DQ8408  DESIGNATION -  0103 F
 DQ8408  PID         -  DQ8408
 DQ8408  STATE/COUNTY-  MN/AITKIN
 DQ8408  COUNTRY     -  US
 DQ8408  USGS QUAD   -  MCGRATH (2019)
 DQ8408
 DQ8408                         *CURRENT SURVEY CONTROL
 DQ8408  ______________________________________________________________________
 DQ8408* NAD 83(1986) POSITION- 46 12 56.75   (N) 093 19 32.57   (W)   HD_HELD1
 DQ8408* NAVD 88 ORTHO HEIGHT -   395.364 (meters)     1297.12  (feet) ADJUSTED
 DQ8408  ______________________________________________________________________
 DQ8408  GEOID HEIGHT    -        -27.488 (meters)                     GEOID18
 DQ8408  DYNAMIC HEIGHT  -        395.376 (meters)     1297.16  (feet) COMP
 DQ8408  MODELED GRAVITY -    980,631.0   (mgal)                       NAVD 88
 DQ8408
 DQ8408  VERT ORDER      -  SECOND    CLASS I
 DQ8408
 DQ8408.The horizontal coordinates were determined by differentially corrected
 DQ8408.hand held GPS observations or other comparable positioning techniques
 DQ8408.and have an estimated accuracy of +/- 3 meters.
 DQ8408
 DQ8408.The orthometric height was determined by differential leveling and
 DQ8408.adjusted by the NATIONAL GEODETIC SURVEY
 DQ8408.in April 2021.
 DQ8408
 DQ8408.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ8408.GEOID18 height accuracy estimate available here.
 DQ8408
 DQ8408.Click photographs - Photos may exist for this station.
 DQ8408
 DQ8408.The dynamic height is computed by dividing the NAVD 88
 DQ8408.geopotential number by the normal gravity value computed on the
 DQ8408.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ8408.degrees latitude (g = 980.6199 gals.).
 DQ8408
 DQ8408.The modeled gravity was interpolated from observed gravity values.
 DQ8408
 DQ8408;                    North         East    Units  Estimated Accuracy
 DQ8408;SPC MN C     -   235,543.3     871,312.4     MT  (+/- 3 meters HH1 GPS) 
 DQ8408
 DQ8408_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVM7487718072(NAD 83)
 DQ8408
 DQ8408                          SUPERSEDED SURVEY CONTROL
 DQ8408
 DQ8408.No superseded survey control is available for this station.
 DQ8408
 DQ8408_MARKER: DB = BENCH MARK DISK
 DQ8408_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 DQ8408_STAMPING: 0103 F 1970
 DQ8408_MARK LOGO: MNHD
 DQ8408_PROJECTION: PROJECTING 20 CENTIMETERS
 DQ8408_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DQ8408_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DQ8408_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DQ8408+SATELLITE: SATELLITE OBSERVATIONS - October 10, 2016
 DQ8408
 DQ8408  HISTORY     - Date     Condition        Report By
 DQ8408  HISTORY     - 19700401 MONUMENTED       MNHD
 DQ8408  HISTORY     - 20161010 GOOD             MNDT
 DQ8408
 DQ8408                          STATION DESCRIPTION
 DQ8408
 DQ8408'DESCRIBED BY MN DEPT OF TRANSP 2016 (KMS)
 DQ8408'THE MARK IS LOCATED ABOUT 3.0 MI (4.8 KM) SOUTHWEST OF MCGRATH.
 DQ8408'
 DQ8408'TO REACH THE MARK GO 2.3 MI (3.7 KM) WEST ALONG TRUNK HIGHWAY 18 FROM
 DQ8408'THE JUNCTION OF TRUNK HIGHWAY 18 AND TRUNK HIGHWAY 65 (THE JUNCTION IS
 DQ8408'2.0 MI (3.2 KM) SOUTH OF MCGRATH), AT TRUNK HIGHWAY 18 MILE POINT
 DQ8408'55.75.
 DQ8408'
 DQ8408'THE MARK IS LOCATED 68.2 FT (20.8 M) SOUTH OF TRUNK HIGHWAY 18, 21.9
 DQ8408'FT (6.7 M) EAST OF DRIVEWAY NUMBER 13926, 0.5 FT (15 CM) SOUTH OF A
 DQ8408'WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DQ8411 ***********************************************************************
 DQ8411  DESIGNATION -  0103 G
 DQ8411  PID         -  DQ8411
 DQ8411  STATE/COUNTY-  MN/AITKIN
 DQ8411  COUNTRY     -  US
 DQ8411  USGS QUAD   -  MCGRATH (2019)
 DQ8411
 DQ8411                         *CURRENT SURVEY CONTROL
 DQ8411  ______________________________________________________________________
 DQ8411* NAD 83(1986) POSITION- 46 13 01.00   (N) 093 17 26.63   (W)   HD_HELD1
 DQ8411* NAVD 88 ORTHO HEIGHT -   391.823 (meters)     1285.51  (feet) ADJUSTED
 DQ8411  ______________________________________________________________________
 DQ8411  GEOID HEIGHT    -        -27.510 (meters)                     GEOID18
 DQ8411  DYNAMIC HEIGHT  -        391.835 (meters)     1285.55  (feet) COMP
 DQ8411  MODELED GRAVITY -    980,633.3   (mgal)                       NAVD 88
 DQ8411
 DQ8411  VERT ORDER      -  SECOND    CLASS I
 DQ8411
 DQ8411.The horizontal coordinates were determined by differentially corrected
 DQ8411.hand held GPS observations or other comparable positioning techniques
 DQ8411.and have an estimated accuracy of +/- 3 meters.
 DQ8411
 DQ8411.The orthometric height was determined by differential leveling and
 DQ8411.adjusted by the NATIONAL GEODETIC SURVEY
 DQ8411.in April 2021.
 DQ8411
 DQ8411.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ8411.GEOID18 height accuracy estimate available here.
 DQ8411
 DQ8411.Click photographs - Photos may exist for this station.
 DQ8411
 DQ8411.The dynamic height is computed by dividing the NAVD 88
 DQ8411.geopotential number by the normal gravity value computed on the
 DQ8411.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ8411.degrees latitude (g = 980.6199 gals.).
 DQ8411
 DQ8411.The modeled gravity was interpolated from observed gravity values.
 DQ8411
 DQ8411;                    North         East    Units  Estimated Accuracy
 DQ8411;SPC MN C     -   235,706.6     874,009.8     MT  (+/- 3 meters HH1 GPS) 
 DQ8411
 DQ8411_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVM7757618193(NAD 83)
 DQ8411
 DQ8411                          SUPERSEDED SURVEY CONTROL
 DQ8411
 DQ8411.No superseded survey control is available for this station.
 DQ8411
 DQ8411_MARKER: DD = SURVEY DISK
 DQ8411_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DQ8411_STAMPING: 0103 G 2016
 DQ8411_MARK LOGO: MNDT
 DQ8411_PROJECTION: RECESSED 5 CENTIMETERS
 DQ8411_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DQ8411_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ8411_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ8411+SATELLITE: SATELLITE OBSERVATIONS - September 28, 2016
 DQ8411_ROD/PIPE-DEPTH: 14.6 meters
 DQ8411
 DQ8411  HISTORY     - Date     Condition        Report By
 DQ8411  HISTORY     - 20160928 MONUMENTED       MNDT
 DQ8411
 DQ8411                          STATION DESCRIPTION
 DQ8411
 DQ8411'DESCRIBED BY MN DEPT OF TRANSP 2016
 DQ8411'THE MARK IS LOCATED ABOUT 1.9 MI (3.1 KM) SOUTH-SOUTHWEST OF MCGRATH.
 DQ8411'
 DQ8411'TO REACH THE MARK GO 0.65 MI (1.05 KM) WEST ALONG TRUNK HIGHWAY 18
 DQ8411'FROM THE JUNCTION OF TRUNK HIGHWAY 18 AND TRUNK HIGHWAY 65/TRUNK
 DQ8411'HIGHWAY 27 (THE JUNCTION IS 2.0 MI (3.2 KM) SOUTH OF MCGRATH), AT
 DQ8411'TRUNK HIGHWAY 18 MILE POINT 57.45.
 DQ8411'
 DQ8411'THE MARK IS LOCATED 52.2 FT (15.9 M) NORTH OF TRUNK HIGHWAY 18, 48.0
 DQ8411'FT (14.6 M) WEST OF AN ENTRANCE, 1.5 FT (0.5 M) SOUTH OF A WITNESS
 DQ8411'POST.
 DQ8411'
 DQ8411'NOTE - THE STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM
 DQ8411'ROD DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION REMOVABLE
 DQ8411'DISK SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH
 DQ8411'PVC PIPE BACK FILLED WITH WASHED SAND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DQ8407 ***********************************************************************
 DQ8407  DESIGNATION -  0103 H
 DQ8407  PID         -  DQ8407
 DQ8407  STATE/COUNTY-  MN/AITKIN
 DQ8407  COUNTRY     -  US
 DQ8407  USGS QUAD   -  MCGRATH (2019)
 DQ8407
 DQ8407                         *CURRENT SURVEY CONTROL
 DQ8407  ______________________________________________________________________
 DQ8407* NAD 83(1986) POSITION- 46 12 56.38   (N) 093 20 34.70   (W)   HD_HELD1
 DQ8407* NAVD 88 ORTHO HEIGHT -   393.607 (meters)     1291.36  (feet) ADJUSTED
 DQ8407  ______________________________________________________________________
 DQ8407  GEOID HEIGHT    -        -27.477 (meters)                     GEOID18
 DQ8407  DYNAMIC HEIGHT  -        393.618 (meters)     1291.40  (feet) COMP
 DQ8407  MODELED GRAVITY -    980,630.0   (mgal)                       NAVD 88
 DQ8407
 DQ8407  VERT ORDER      -  SECOND    CLASS I
 DQ8407
 DQ8407.The horizontal coordinates were determined by differentially corrected
 DQ8407.hand held GPS observations or other comparable positioning techniques
 DQ8407.and have an estimated accuracy of +/- 3 meters.
 DQ8407
 DQ8407.The orthometric height was determined by differential leveling and
 DQ8407.adjusted by the NATIONAL GEODETIC SURVEY
 DQ8407.in April 2021.
 DQ8407
 DQ8407.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ8407.GEOID18 height accuracy estimate available here.
 DQ8407
 DQ8407.Click photographs - Photos may exist for this station.
 DQ8407
 DQ8407.The dynamic height is computed by dividing the NAVD 88
 DQ8407.geopotential number by the normal gravity value computed on the
 DQ8407.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ8407.degrees latitude (g = 980.6199 gals.).
 DQ8407
 DQ8407.The modeled gravity was interpolated from observed gravity values.
 DQ8407
 DQ8407;                    North         East    Units  Estimated Accuracy
 DQ8407;SPC MN C     -   235,516.5     869,981.1     MT  (+/- 3 meters HH1 GPS) 
 DQ8407
 DQ8407_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVM7354618066(NAD 83)
 DQ8407
 DQ8407                          SUPERSEDED SURVEY CONTROL
 DQ8407
 DQ8407.No superseded survey control is available for this station.
 DQ8407
 DQ8407_MARKER: DD = SURVEY DISK
 DQ8407_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DQ8407_STAMPING: 0103 H 2016
 DQ8407_MARK LOGO: MNDT
 DQ8407_PROJECTION: RECESSED 8 CENTIMETERS
 DQ8407_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DQ8407_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ8407_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ8407+SATELLITE: SATELLITE OBSERVATIONS - October 03, 2016
 DQ8407_ROD/PIPE-DEPTH: 27.4 meters
 DQ8407
 DQ8407  HISTORY     - Date     Condition        Report By
 DQ8407  HISTORY     - 20161003 MONUMENTED       MNDT
 DQ8407
 DQ8407                          STATION DESCRIPTION
 DQ8407
 DQ8407'DESCRIBED BY MN DEPT OF TRANSP 2016
 DQ8407'THE MARK IS LOCATED ABOUT 3.9 MI (6.3 KM) SOUTHWEST OF MCGRATH.
 DQ8407'
 DQ8407'TO REACH THE MARK GO 3.15 MI (5.07 KM) WEST ALONG TRUNK HIGHWAY 18
 DQ8407'FROM THE JUNCTION OF TRUNK HIGHWAY 18 AND TRUNK HIGHWAY 65/TRUNK
 DQ8407'HIGHWAY 27 (THE JUNCTION IS 2.0 MI (3.2 KM) SOUTH OF MCGRATH), AT
 DQ8407'TRUNK HIGHWAY 18 MILE POINT 54.95.
 DQ8407'
 DQ8407'THE MARK IS LOCATED 68.7 FT (20.9 M) NORTH OF TRUNK HIGHWAY 18, 2.2 FT
 DQ8407'(0.7 M) SOUTH OF A FENCE LINE, 1.5 FT (0.5 M) SOUTH OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DQ8405 ***********************************************************************
 DQ8405  DESIGNATION -  0103 J
 DQ8405  PID         -  DQ8405
 DQ8405  STATE/COUNTY-  MN/AITKIN
 DQ8405  COUNTRY     -  US
 DQ8405  USGS QUAD   -  MCGRATH (2019)
 DQ8405
 DQ8405                         *CURRENT SURVEY CONTROL
 DQ8405  ______________________________________________________________________
 DQ8405* NAD 83(1986) POSITION- 46 12 53.28   (N) 093 21 41.93   (W)   HD_HELD1
 DQ8405* NAVD 88 ORTHO HEIGHT -   390.601 (meters)     1281.50  (feet) ADJUSTED
 DQ8405  ______________________________________________________________________
 DQ8405  GEOID HEIGHT    -        -27.465 (meters)                     GEOID18
 DQ8405  DYNAMIC HEIGHT  -        390.612 (meters)     1281.53  (feet) COMP
 DQ8405  MODELED GRAVITY -    980,629.0   (mgal)                       NAVD 88
 DQ8405
 DQ8405  VERT ORDER      -  SECOND    CLASS I
 DQ8405
 DQ8405.The horizontal coordinates were determined by differentially corrected
 DQ8405.hand held GPS observations or other comparable positioning techniques
 DQ8405.and have an estimated accuracy of +/- 3 meters.
 DQ8405
 DQ8405.The orthometric height was determined by differential leveling and
 DQ8405.adjusted by the NATIONAL GEODETIC SURVEY
 DQ8405.in April 2021.
 DQ8405
 DQ8405.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ8405.GEOID18 height accuracy estimate available here.
 DQ8405
 DQ8405.Click photographs - Photos may exist for this station.
 DQ8405
 DQ8405.The dynamic height is computed by dividing the NAVD 88
 DQ8405.geopotential number by the normal gravity value computed on the
 DQ8405.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ8405.degrees latitude (g = 980.6199 gals.).
 DQ8405
 DQ8405.The modeled gravity was interpolated from observed gravity values.
 DQ8405
 DQ8405;                    North         East    Units  Estimated Accuracy
 DQ8405;SPC MN C     -   235,404.4     868,541.3     MT  (+/- 3 meters HH1 GPS) 
 DQ8405
 DQ8405_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVM7210517977(NAD 83)
 DQ8405
 DQ8405                          SUPERSEDED SURVEY CONTROL
 DQ8405
 DQ8405.No superseded survey control is available for this station.
 DQ8405
 DQ8405_MARKER: DD = SURVEY DISK
 DQ8405_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DQ8405_STAMPING: 0103 J 2016
 DQ8405_MARK LOGO: MNDT
 DQ8405_PROJECTION: RECESSED 8 CENTIMETERS
 DQ8405_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DQ8405_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ8405_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ8405+SATELLITE: SATELLITE OBSERVATIONS - September 28, 2016
 DQ8405_ROD/PIPE-DEPTH: 7.6 meters
 DQ8405
 DQ8405  HISTORY     - Date     Condition        Report By
 DQ8405  HISTORY     - 20160928 MONUMENTED       MNDT
 DQ8405
 DQ8405                          STATION DESCRIPTION
 DQ8405
 DQ8405'DESCRIBED BY MN DEPT OF TRANSP 2016
 DQ8405'THE MARK IS LOCATED ABOUT 4.6 MI (7.4 KM) SOUTHWEST OF MCGRATH.
 DQ8405'
 DQ8405'TO REACH THE MARK GO 4.0 MI (6.4 KM) WEST ALONG TRUNK HIGHWAY 18 FROM
 DQ8405'THE JUNCTION OF TRUNK HIGHWAY 18 AND TRUNK HIGHWAY 65/TRUNK HIGHWAY 27
 DQ8405'(THE JUNCTION IS 2.0 MI (3.2 KM) SOUTH OF MCGRATH), AT TRUNK HIGHWAY
 DQ8405'18 MILE POINT 54.05.
 DQ8405'
 DQ8405'THE MARK IS LOCATED 61.0 FT (18.6 M) NORTH OF TRUNK HIGHWAY 18, 9.5 FT
 DQ8405'(2.9 M) WEST OF ENTRANCE, 1.5 FT (0.5 M) SOUTH OF A WITNESS POST.
 DQ8405'
 DQ8405'NOTE-THE STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM ROD
 DQ8405'DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION REMOVABLE DISK
 DQ8405'SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH PVC
 DQ8405'PIPE BACK FILLED WITH WASHED SAND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DQ8402 ***********************************************************************
 DQ8402  DESIGNATION -  0103 K
 DQ8402  PID         -  DQ8402
 DQ8402  STATE/COUNTY-  MN/AITKIN
 DQ8402  COUNTRY     -  US
 DQ8402  USGS QUAD   -  ISLE (2019)
 DQ8402
 DQ8402                         *CURRENT SURVEY CONTROL
 DQ8402  ______________________________________________________________________
 DQ8402* NAD 83(1986) POSITION- 46 12 43.37   (N) 093 24 33.93   (W)   HD_HELD1
 DQ8402* NAVD 88 ORTHO HEIGHT -   396.016 (meters)     1299.26  (feet) ADJUSTED
 DQ8402  ______________________________________________________________________
 DQ8402  GEOID HEIGHT    -        -27.439 (meters)                     GEOID18
 DQ8402  DYNAMIC HEIGHT  -        396.025 (meters)     1299.29  (feet) COMP
 DQ8402  MODELED GRAVITY -    980,627.0   (mgal)                       NAVD 88
 DQ8402
 DQ8402  VERT ORDER      -  SECOND    CLASS I
 DQ8402
 DQ8402.The horizontal coordinates were determined by differentially corrected
 DQ8402.hand held GPS observations or other comparable positioning techniques
 DQ8402.and have an estimated accuracy of +/- 3 meters.
 DQ8402
 DQ8402.The orthometric height was determined by differential leveling and
 DQ8402.adjusted by the NATIONAL GEODETIC SURVEY
 DQ8402.in April 2021.
 DQ8402
 DQ8402.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ8402.GEOID18 height accuracy estimate available here.
 DQ8402
 DQ8402.Click photographs - Photos may exist for this station.
 DQ8402
 DQ8402.The dynamic height is computed by dividing the NAVD 88
 DQ8402.geopotential number by the normal gravity value computed on the
 DQ8402.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ8402.degrees latitude (g = 980.6199 gals.).
 DQ8402
 DQ8402.The modeled gravity was interpolated from observed gravity values.
 DQ8402
 DQ8402;                    North         East    Units  Estimated Accuracy
 DQ8402;SPC MN C     -   235,058.3     864,858.4     MT  (+/- 3 meters HH1 GPS) 
 DQ8402
 DQ8402_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVM6841817689(NAD 83)
 DQ8402
 DQ8402                          SUPERSEDED SURVEY CONTROL
 DQ8402
 DQ8402.No superseded survey control is available for this station.
 DQ8402
 DQ8402_MARKER: DD = SURVEY DISK
 DQ8402_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DQ8402_STAMPING: 0103 K 2016
 DQ8402_MARK LOGO: MNDT
 DQ8402_PROJECTION: RECESSED 5 CENTIMETERS
 DQ8402_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DQ8402_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ8402_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ8402+SATELLITE: SATELLITE OBSERVATIONS - August 16, 2017
 DQ8402_ROD/PIPE-DEPTH: 5.2 meters
 DQ8402
 DQ8402  HISTORY     - Date     Condition        Report By
 DQ8402  HISTORY     - 20160928 MONUMENTED       MNDT
 DQ8402  HISTORY     - 20170816 GOOD             MNDT
 DQ8402
 DQ8402                          STATION DESCRIPTION
 DQ8402
 DQ8402'DESCRIBED BY MN DEPT OF TRANSP 2016
 DQ8402'THE MARK IS LOCATED ABOUT 5.3 MI (8.5 KM) NORTHEAST OF ISLE.
 DQ8402'
 DQ8402'TO REACH THE MARK GO 4.3 MI (6.9 KM) EAST ALONG TRUNK HIGHWAY 18 FROM
 DQ8402'THE JUNCTION OF TRUNK HIGHWAY 18 AND TRUNK HIGHWAY 47 (THE JUNCTION IS
 DQ8402'5.3 MI (8.5 KM) NORTH OF ISLE), AT TRUNK HIGHWAY 18 MILE POINT 51.75.
 DQ8402'
 DQ8402'THE MARK IS LOCATED 71.2 FT (21.7 M) SOUTH OF TRUNK HIGHWAY 18, 104.2
 DQ8402'FT (31.8 M) WEST OF COUNTY ROAD 60 (270TH AVENUE), 1.5 FT (0.5 M)
 DQ8402'NORTH OF A WITNESS POST.
 DQ8402'
 DQ8402'NOTE-THE STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM ROD
 DQ8402'DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION REMOVABLE DISK
 DQ8402'SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH PVC
 DQ8402'PIPE BACK FILLED WITH WASHED SAND.
 DQ8402
 DQ8402                          STATION RECOVERY (2017)
 DQ8402
 DQ8402'RECOVERY NOTE BY MN DEPT OF TRANSP 2017 (MAS)
 DQ8402'5.3 MI (8.5 KM) NORTHEAST OF ISLE, 4.3 MI (6.9 KM) EAST ALONG TRUNK
 DQ8402'HIGHWAY 18 FROM THE JUNCTION OF TRUNK HIGHWAY 18 AND TRUNK HIGHWAY 47
 DQ8402'(THE JUNCTION IS 5.3 MI (8.5 KM) NORTH OF ISLE), AT TRUNK HIGHWAY 18
 DQ8402'MILE POINT 51.75, 71.2 FT (21.7 M) SOUTH OF TRUNK HIGHWAY 18, 104.2 FT
 DQ8402'(31.8 M) WEST OF COUNTY ROAD 60 (270TH AVENUE), 1.5 FT (0.5 M) NORTH
 DQ8402'OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DQ8401 ***********************************************************************
 DQ8401  DESIGNATION -  0103 L
 DQ8401  PID         -  DQ8401
 DQ8401  STATE/COUNTY-  MN/AITKIN
 DQ8401  COUNTRY     -  US
 DQ8401  USGS QUAD   -  ISLE (2019)
 DQ8401
 DQ8401                         *CURRENT SURVEY CONTROL
 DQ8401  ______________________________________________________________________
 DQ8401* NAD 83(1986) POSITION- 46 12 40.79   (N) 093 25 31.84   (W)   HD_HELD1
 DQ8401* NAVD 88 ORTHO HEIGHT -   394.625 (meters)     1294.70  (feet) ADJUSTED
 DQ8401  ______________________________________________________________________
 DQ8401  GEOID HEIGHT    -        -27.432 (meters)                     GEOID18
 DQ8401  DYNAMIC HEIGHT  -        394.634 (meters)     1294.73  (feet) COMP
 DQ8401  MODELED GRAVITY -    980,626.4   (mgal)                       NAVD 88
 DQ8401
 DQ8401  VERT ORDER      -  SECOND    CLASS I
 DQ8401
 DQ8401.The horizontal coordinates were determined by differentially corrected
 DQ8401.hand held GPS observations or other comparable positioning techniques
 DQ8401.and have an estimated accuracy of +/- 3 meters.
 DQ8401
 DQ8401.The orthometric height was determined by differential leveling and
 DQ8401.adjusted by the NATIONAL GEODETIC SURVEY
 DQ8401.in April 2021.
 DQ8401
 DQ8401.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ8401.GEOID18 height accuracy estimate available here.
 DQ8401
 DQ8401.Click photographs - Photos may exist for this station.
 DQ8401
 DQ8401.The dynamic height is computed by dividing the NAVD 88
 DQ8401.geopotential number by the normal gravity value computed on the
 DQ8401.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ8401.degrees latitude (g = 980.6199 gals.).
 DQ8401
 DQ8401.The modeled gravity was interpolated from observed gravity values.
 DQ8401
 DQ8401;                    North         East    Units  Estimated Accuracy
 DQ8401;SPC MN C     -   234,965.6     863,618.1     MT  (+/- 3 meters HH1 GPS) 
 DQ8401
 DQ8401_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVM6717717616(NAD 83)
 DQ8401
 DQ8401                          SUPERSEDED SURVEY CONTROL
 DQ8401
 DQ8401.No superseded survey control is available for this station.
 DQ8401
 DQ8401_MARKER: DD = SURVEY DISK
 DQ8401_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DQ8401_STAMPING: 0103 L 2016
 DQ8401_MARK LOGO: MNDT
 DQ8401_PROJECTION: RECESSED 5 CENTIMETERS
 DQ8401_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DQ8401_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ8401_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ8401+SATELLITE: SATELLITE OBSERVATIONS - September 28, 2016
 DQ8401_ROD/PIPE-DEPTH: 10.4 meters
 DQ8401
 DQ8401  HISTORY     - Date     Condition        Report By
 DQ8401  HISTORY     - 20160928 MONUMENTED       MNDT
 DQ8401
 DQ8401                          STATION DESCRIPTION
 DQ8401
 DQ8401'DESCRIBED BY MN DEPT OF TRANSP 2016
 DQ8401'THE MARK IS LOCATED ABOUT 5.0 MI (8.0 KM) NORTHEAST OF ISLE.
 DQ8401'
 DQ8401'TO REACH THE MARK GO 3.55 MI (5.71 KM) EAST ALONG TRUNK HIGHWAY 18
 DQ8401'FROM THE JUNCTION OF TRUNK HIGHWAY 18 AND TRUNK HIGHWAY 47 (THE
 DQ8401'JUNCTION IS 5.3 MI (8.5 KM) NORTH OF ISLE), AT TRUNK HIGHWAY 18 MILE
 DQ8401'POINT 50.95.
 DQ8401'
 DQ8401'THE MARK IS LOCATED 35.8 FT (10.9 M) SOUTH OF TRUNK HIGHWAY 18, 1.5 FT
 DQ8401'(0.5 M) WEST OF A WITNESS POST.
 DQ8401'
 DQ8401'NOTE-THE STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM ROD
 DQ8401'DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION REMOVABLE DISK
 DQ8401'SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH PVC
 DQ8401'PIPE BACK FILLED WITH WASHED SAND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DO1223 ***********************************************************************
 DO1223  DESIGNATION -  0104 B
 DO1223  PID         -  DO1223
 DO1223  STATE/COUNTY-  MN/AITKIN
 DO1223  COUNTRY     -  US
 DO1223  USGS QUAD   -  SPLIT ROCK LAKE (2019)
 DO1223
 DO1223                         *CURRENT SURVEY CONTROL
 DO1223  ______________________________________________________________________
 DO1223* NAD 83(1986) POSITION- 46 26 55.     (N) 093 13 30.     (W)   SCALED
 DO1223* NAVD 88 ORTHO HEIGHT -   392.080 (meters)     1286.35  (feet) ADJUSTED
 DO1223  ______________________________________________________________________
 DO1223  GEOID HEIGHT    -        -27.844 (meters)                     GEOID18
 DO1223  DYNAMIC HEIGHT  -        392.095 (meters)     1286.40  (feet) COMP
 DO1223  MODELED GRAVITY -    980,642.1   (mgal)                       NAVD 88
 DO1223
 DO1223  VERT ORDER      -  SECOND    CLASS I
 DO1223
 DO1223.The horizontal coordinates were scaled from a map and have
 DO1223.an estimated accuracy of +/- 6 seconds.
 DO1223
 DO1223.The orthometric height was determined by differential leveling and
 DO1223.adjusted by the NATIONAL GEODETIC SURVEY
 DO1223.in November 2013.
 DO1223
 DO1223.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO1223.GEOID18 height accuracy estimate available here.
 DO1223
 DO1223.Click photographs - Photos may exist for this station.
 DO1223
 DO1223.The dynamic height is computed by dividing the NAVD 88
 DO1223.geopotential number by the normal gravity value computed on the
 DO1223.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO1223.degrees latitude (g = 980.6199 gals.).
 DO1223
 DO1223.The modeled gravity was interpolated from observed gravity values.
 DO1223
 DO1223;                    North         East    Units  Estimated Accuracy
 DO1223;SPC MN C     -   261,520.      878,750.      MT  (+/- 180 meters Scaled)
 DO1223
 DO1223_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVM827439(NAD 83)
 DO1223
 DO1223                          SUPERSEDED SURVEY CONTROL
 DO1223
 DO1223.No superseded survey control is available for this station.
 DO1223
 DO1223_MARKER: DB = BENCH MARK DISK
 DO1223_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 DO1223_STAMPING: 0104 B 1971
 DO1223_MARK LOGO: MNHD
 DO1223_PROJECTION: PROJECTING 8 CENTIMETERS
 DO1223_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DO1223_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DO1223_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DO1223+SATELLITE: SATELLITE OBSERVATIONS - December 20, 2006
 DO1223
 DO1223  HISTORY     - Date     Condition        Report By
 DO1223  HISTORY     - 1971     MONUMENTED       MNHD
 DO1223  HISTORY     - 20061220 GOOD             MNDT
 DO1223
 DO1223                          STATION DESCRIPTION
 DO1223
 DO1223'DESCRIBED BY MN DEPT OF TRANSP 2006 (MAS)
 DO1223'THE STATION IS LOCATED ABOUT 9.1 MI (14.6 KM) NORTHWEST OF ARTHYDE,
 DO1223'8.1 MI (13.0 KM) WEST OF RONALD AND 6.6 MI (10.6 KM) SOUTH-SOUTHWEST
 DO1223'OF LAWLER.
 DO1223'
 DO1223'THE MARK IS 6.8 MI (10.9 KM) SOUTHEAST OF EAST LAKE, 1.81 MI (2.9 KM)
 DO1223'EAST ALONG TRUNK HIGHWAY 27 FROM THE JUNCTION OF TRUNK HIGHWAY 27 AND
 DO1223'TRUNK HIGHWAY 65, AT TRUNK HIGHWAY 27 MILE POINT 223.
 DO1223'
 DO1223'IT IS 109.5 FT (33.4 M) NORTH OF TRUNK HIGHWAY 27.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DO1226 ***********************************************************************
 DO1226  DESIGNATION -  0104 D
 DO1226  PID         -  DO1226
 DO1226  STATE/COUNTY-  MN/AITKIN
 DO1226  COUNTRY     -  US
 DO1226  USGS QUAD   -  SPLIT ROCK LAKE (2019)
 DO1226
 DO1226                         *CURRENT SURVEY CONTROL
 DO1226  ______________________________________________________________________
 DO1226* NAD 83(1986) POSITION- 46 26 51.     (N) 093 09 32.     (W)   SCALED
 DO1226* NAVD 88 ORTHO HEIGHT -   398.090 (meters)     1306.07  (feet) ADJUSTED
 DO1226  ______________________________________________________________________
 DO1226  GEOID HEIGHT    -        -27.872 (meters)                     GEOID18
 DO1226  DYNAMIC HEIGHT  -        398.104 (meters)     1306.11  (feet) COMP
 DO1226  MODELED GRAVITY -    980,637.7   (mgal)                       NAVD 88
 DO1226
 DO1226  VERT ORDER      -  SECOND    CLASS I
 DO1226
 DO1226.The horizontal coordinates were scaled from a map and have
 DO1226.an estimated accuracy of +/- 6 seconds.
 DO1226
 DO1226.The orthometric height was determined by differential leveling and
 DO1226.adjusted by the NATIONAL GEODETIC SURVEY
 DO1226.in November 2013.
 DO1226
 DO1226.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO1226.GEOID18 height accuracy estimate available here.
 DO1226
 DO1226.Click photographs - Photos may exist for this station.
 DO1226
 DO1226.The dynamic height is computed by dividing the NAVD 88
 DO1226.geopotential number by the normal gravity value computed on the
 DO1226.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO1226.degrees latitude (g = 980.6199 gals.).
 DO1226
 DO1226.The modeled gravity was interpolated from observed gravity values.
 DO1226
 DO1226;                    North         East    Units  Estimated Accuracy
 DO1226;SPC MN C     -   261,460.      883,830.      MT  (+/- 180 meters Scaled)
 DO1226
 DO1226_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVM877437(NAD 83)
 DO1226
 DO1226                          SUPERSEDED SURVEY CONTROL
 DO1226
 DO1226.No superseded survey control is available for this station.
 DO1226
 DO1226_MARKER: DB = BENCH MARK DISK
 DO1226_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 DO1226_STAMPING: 0104 D 1971
 DO1226_MARK LOGO: MNHD
 DO1226_PROJECTION: PROJECTING 8 CENTIMETERS
 DO1226_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 DO1226_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DO1226_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DO1226+SATELLITE: SATELLITE OBSERVATIONS - December 20, 2006
 DO1226
 DO1226  HISTORY     - Date     Condition        Report By
 DO1226  HISTORY     - 1971     MONUMENTED       MNHD
 DO1226  HISTORY     - 20061220 GOOD             MNDT
 DO1226
 DO1226                          STATION DESCRIPTION
 DO1226
 DO1226'DESCRIBED BY MN DEPT OF TRANSP 2006 (MAS)
 DO1226'THE STATION IS LOCATED ABOUT 7.1 MI (11.4 KM) NORTH-NORTHWEST OF
 DO1226'ARTHYDE, 6.1 MI (9.8 KM) SOUTH OF LAWLER AND 5.0 MI (8.0 KM) WEST OF
 DO1226'RONALD.
 DO1226'
 DO1226'THE MARK IS 8.6 MI (13.8 KM) SOUTHEAST OF EAST LAKE, 5.10 MI (8.2 KM)
 DO1226'SOUTH AND EAST ALONG TRUNK HIGHWAY 27 FROM THE JUNCTION OF TRUNK
 DO1226'HIGHWAY 27 AND TRUNK HIGHWAY 65, AT TRUNK HIGHWAY 27 MILE POINT
 DO1226'226.25.
 DO1226'
 DO1226'IT IS 102.0 FT (31.1 M) NORTH OF TRUNK HIGHWAY 27, 78.3 FT (23.9 M)
 DO1226'EAST OF COUNTY ROAD 27 (KESTREL AVENUE), 2.0 FT (0.6 M) WEST OF A
 DO1226'WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DO1222 ***********************************************************************
 DO1222  DESIGNATION -  0104 G
 DO1222  PID         -  DO1222
 DO1222  STATE/COUNTY-  MN/AITKIN
 DO1222  COUNTRY     -  US
 DO1222  USGS QUAD   -  SPLIT ROCK LAKE (2019)
 DO1222
 DO1222                         *CURRENT SURVEY CONTROL
 DO1222  ______________________________________________________________________
 DO1222* NAD 83(1986) POSITION- 46 26 53.04   (N) 093 14 34.00   (W)   HD_HELD1
 DO1222* NAVD 88 ORTHO HEIGHT -   392.489 (meters)     1287.69  (feet) ADJUSTED
 DO1222  ______________________________________________________________________
 DO1222  GEOID HEIGHT    -        -27.834 (meters)                     GEOID18
 DO1222  DYNAMIC HEIGHT  -        392.505 (meters)     1287.74  (feet) COMP
 DO1222  MODELED GRAVITY -    980,643.6   (mgal)                       NAVD 88
 DO1222
 DO1222  VERT ORDER      -  SECOND    CLASS I
 DO1222
 DO1222.The horizontal coordinates were determined by differentially corrected
 DO1222.hand held GPS observations or other comparable positioning techniques
 DO1222.and have an estimated accuracy of +/- 3 meters.
 DO1222
 DO1222.The orthometric height was determined by differential leveling and
 DO1222.adjusted by the NATIONAL GEODETIC SURVEY
 DO1222.in November 2013.
 DO1222
 DO1222.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO1222.GEOID18 height accuracy estimate available here.
 DO1222
 DO1222.Click photographs - Photos may exist for this station.
 DO1222
 DO1222.The dynamic height is computed by dividing the NAVD 88
 DO1222.geopotential number by the normal gravity value computed on the
 DO1222.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO1222.degrees latitude (g = 980.6199 gals.).
 DO1222
 DO1222.The modeled gravity was interpolated from observed gravity values.
 DO1222
 DO1222;                    North         East    Units  Estimated Accuracy
 DO1222;SPC MN C     -   261,439.5     877,382.6     MT  (+/- 3 meters HH1 GPS) 
 DO1222
 DO1222_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVM8135343861(NAD 83)
 DO1222
 DO1222                          SUPERSEDED SURVEY CONTROL
 DO1222
 DO1222.No superseded survey control is available for this station.
 DO1222
 DO1222_MARKER: DD = SURVEY DISK
 DO1222_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 DO1222+WITH SETTING: INFORMATION.
 DO1222_STAMPING: 0104 G 2007
 DO1222_MARK LOGO: MNDT
 DO1222_PROJECTION: PROJECTING 5 CENTIMETERS
 DO1222_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DO1222_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DO1222_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DO1222+SATELLITE: SATELLITE OBSERVATIONS - July 29, 2020
 DO1222_ROD/PIPE-DEPTH: 2.7 meters
 DO1222
 DO1222  HISTORY     - Date     Condition        Report By
 DO1222  HISTORY     - 2007     MONUMENTED       MNDT
 DO1222  HISTORY     - 20200729 GOOD             MNDT
 DO1222
 DO1222                          STATION DESCRIPTION
 DO1222
 DO1222'DESCRIBED BY MN DEPT OF TRANSP 2007
 DO1222'THE STATION IS LOCATED ABOUT 9.0 MI (14.5 KM) WEST OF RONALD, 8.7 MI
 DO1222'(14.0 KM) EAST-SOUTHEAST OF THOR AND 7.0 MI (11.3 KM) SOUTH-SOUTHWEST
 DO1222'OF LAWLER.
 DO1222'
 DO1222'THE MARK IS 6.5 MI (10.5 KM) SOUTHEAST OF EAST LAKE, 0.95 MI (1.5 KM)
 DO1222'EAST ALONG TRUNK HIGHWAY 27 FROM THE JUNCTION OF TRUNK HIGHWAY 27 AND
 DO1222'TRUNK HIGHWAY 65, AT TRUNK HIGHWAY 27 MILE POINT 222.15.
 DO1222'
 DO1222'IT IS 56.5 FT (17.2 M) SOUTH OF TRUNK HIGHWAY 27, 11.0 FT (3.4 M) WEST
 DO1222'OF ENTRANCE, 2.4 FT (0.7 M) NORTH OF A WITNESS POST.
 DO1222
 DO1222                          STATION RECOVERY (2020)
 DO1222
 DO1222'RECOVERY NOTE BY MN DEPT OF TRANSP 2020 (KMS)
 DO1222'11.6 MI (18.7 KM) SOUTH-SOUTHEAST OF MCGREGOR, 0.95 MI (1.53 KM) EAST
 DO1222'ALONG TRUNK HIGHWAY 27 FROM THE JUNCTION OF TRUNK HIGHWAY 27 AND TRUNK
 DO1222'HIGHWAY 65 (THE JUNCTION IS 10.5 MI (16.9 KM) SOUTH-SOUTHEAST OF
 DO1222'MCGREGOR), AT TRUNK HIGHWAY 27 MILE POINT 222.75, 56.5 FT (17.2 M)
 DO1222'SOUTH OF TRUNK HIGHWAY 27, 11.0 FT (3.4 M) WEST OF AN ENTRANCE, 2.4 FT
 DO1222'(0.7 M) NORTH OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DO1227 ***********************************************************************
 DO1227  DESIGNATION -  0104 J
 DO1227  PID         -  DO1227
 DO1227  STATE/COUNTY-  MN/AITKIN
 DO1227  COUNTRY     -  US
 DO1227  USGS QUAD   -  SPLIT ROCK LAKE (2019)
 DO1227
 DO1227                         *CURRENT SURVEY CONTROL
 DO1227  ______________________________________________________________________
 DO1227* NAD 83(1986) POSITION- 46 26 47.34   (N) 093 07 41.36   (W)   HD_HELD1
 DO1227* NAVD 88 ORTHO HEIGHT -   400.901 (meters)     1315.29  (feet) ADJUSTED
 DO1227  ______________________________________________________________________
 DO1227  GEOID HEIGHT    -        -27.883 (meters)                     GEOID18
 DO1227  DYNAMIC HEIGHT  -        400.914 (meters)     1315.33  (feet) COMP
 DO1227  MODELED GRAVITY -    980,636.2   (mgal)                       NAVD 88
 DO1227
 DO1227  VERT ORDER      -  SECOND    CLASS I
 DO1227
 DO1227.The horizontal coordinates were determined by differentially corrected
 DO1227.hand held GPS observations or other comparable positioning techniques
 DO1227.and have an estimated accuracy of +/- 3 meters.
 DO1227
 DO1227.The orthometric height was determined by differential leveling and
 DO1227.adjusted by the NATIONAL GEODETIC SURVEY
 DO1227.in November 2013.
 DO1227
 DO1227.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO1227.GEOID18 height accuracy estimate available here.
 DO1227
 DO1227.Click photographs - Photos may exist for this station.
 DO1227
 DO1227.The dynamic height is computed by dividing the NAVD 88
 DO1227.geopotential number by the normal gravity value computed on the
 DO1227.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO1227.degrees latitude (g = 980.6199 gals.).
 DO1227
 DO1227.The modeled gravity was interpolated from observed gravity values.
 DO1227
 DO1227;                    North         East    Units  Estimated Accuracy
 DO1227;SPC MN C     -   261,381.9     886,190.7     MT  (+/- 3 meters HH1 GPS) 
 DO1227
 DO1227_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVM9015643664(NAD 83)
 DO1227
 DO1227                          SUPERSEDED SURVEY CONTROL
 DO1227
 DO1227.No superseded survey control is available for this station.
 DO1227
 DO1227_MARKER: DD = SURVEY DISK
 DO1227_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DO1227_STAMPING: 0104 J 2007
 DO1227_MARK LOGO: MNDT
 DO1227_PROJECTION: PROJECTING 5 CENTIMETERS
 DO1227_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DO1227_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DO1227_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DO1227+SATELLITE: SATELLITE OBSERVATIONS - August 04, 2020
 DO1227_ROD/PIPE-DEPTH: 6.4 meters
 DO1227
 DO1227  HISTORY     - Date     Condition        Report By
 DO1227  HISTORY     - 2007     MONUMENTED       MNDT
 DO1227  HISTORY     - 20200804 GOOD             MNDT
 DO1227
 DO1227                          STATION DESCRIPTION
 DO1227
 DO1227'DESCRIBED BY MN DEPT OF TRANSP 2007
 DO1227'THE STATION IS LOCATED ABOUT 6.5 MI (10.5 KM) SOUTH-SOUTHEAST OF
 DO1227'LAWLER, 6.5 MI (10.5 KM) NORTH-NORTHWEST OF ARTHYDE AND 3.5 MI (5.6
 DO1227'KM) WEST OF RONALD.
 DO1227'
 DO1227'THE MARK IS 6.6 MI (10.6 KM) SOUTHEAST OF LAWLER, 6.6 MI (10.6 KM)
 DO1227'EAST ALONG TRUNK HIGHWAY 27 FROM THE JUNCTION OF TRUNK HIGHWAY 27 AND
 DO1227'TRUNK HIGHWAY 65, AT TRUNK HIGHWAY 27 MILE POINT 227.75.
 DO1227'
 DO1227'IT IS 76.6 FT (23.3 M) SOUTH OF TRUNK HIGHWAY 27, 23.0 FT (7.0 M) WEST
 DO1227'OF ENTRANCE, 10.8 FT (3.3 M) NORTH OF POWER POLE WITH GUY WIRE, 2.5 FT
 DO1227'(0.8 M) NORTH OF A WITNESS POST.
 DO1227
 DO1227                          STATION RECOVERY (2020)
 DO1227
 DO1227'RECOVERY NOTE BY MN DEPT OF TRANSP 2020 (KMS)
 DO1227'6.6 MI (10.6 KM) SOUTHEAST OF LAWLER, 6.6 MI (10.6 KM) EAST ALONG
 DO1227'TRUNK HIGHWAY 27 FROM THE JUNCTION OF TRUNK HIGHWAY 27 AND TRUNK
 DO1227'HIGHWAY 65 (THE JUNCTION IS 6.0 MI (9.7 KM) SOUTH OF LAWLER), AT TRUNK
 DO1227'HIGHWAY 27 MILE POINT 227.75, 76.6 FT (23.3 M) SOUTH OF TRUNK HIGHWAY
 DO1227'27, 23.0 FT (7.0 M) WEST OF AN ENTRANCE, 10.8 FT (3.3 M) NORTH OF A
 DO1227'POWER POLE WITH A GUY WIRE, 2.5 FT (0.8 M) NORTH OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DO1228 ***********************************************************************
 DO1228  DESIGNATION -  0104 K
 DO1228  PID         -  DO1228
 DO1228  STATE/COUNTY-  MN/AITKIN
 DO1228  COUNTRY     -  US
 DO1228  USGS QUAD   -  RONALD (2019)
 DO1228
 DO1228                         *CURRENT SURVEY CONTROL
 DO1228  ______________________________________________________________________
 DO1228* NAD 83(1986) POSITION- 46 26 46.24   (N) 093 06 42.62   (W)   HD_HELD1
 DO1228* NAVD 88 ORTHO HEIGHT -   400.701 (meters)     1314.63  (feet) ADJUSTED
 DO1228  ______________________________________________________________________
 DO1228  GEOID HEIGHT    -        -27.888 (meters)                     GEOID18
 DO1228  DYNAMIC HEIGHT  -        400.714 (meters)     1314.68  (feet) COMP
 DO1228  MODELED GRAVITY -    980,635.6   (mgal)                       NAVD 88
 DO1228
 DO1228  VERT ORDER      -  SECOND    CLASS I
 DO1228
 DO1228.The horizontal coordinates were determined by differentially corrected
 DO1228.hand held GPS observations or other comparable positioning techniques
 DO1228.and have an estimated accuracy of +/- 3 meters.
 DO1228
 DO1228.The orthometric height was determined by differential leveling and
 DO1228.adjusted by the NATIONAL GEODETIC SURVEY
 DO1228.in November 2013.
 DO1228
 DO1228.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO1228.GEOID18 height accuracy estimate available here.
 DO1228
 DO1228.Click photographs - Photos may exist for this station.
 DO1228
 DO1228.The dynamic height is computed by dividing the NAVD 88
 DO1228.geopotential number by the normal gravity value computed on the
 DO1228.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO1228.degrees latitude (g = 980.6199 gals.).
 DO1228
 DO1228.The modeled gravity was interpolated from observed gravity values.
 DO1228
 DO1228;                    North         East    Units  Estimated Accuracy
 DO1228;SPC MN C     -   261,365.8     887,444.7     MT  (+/- 3 meters HH1 GPS) 
 DO1228
 DO1228_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVM9140943628(NAD 83)
 DO1228
 DO1228                          SUPERSEDED SURVEY CONTROL
 DO1228
 DO1228.No superseded survey control is available for this station.
 DO1228
 DO1228_MARKER: DD = SURVEY DISK
 DO1228_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DO1228_STAMPING: 0104 K 2007
 DO1228_MARK LOGO: MNDT
 DO1228_PROJECTION: FLUSH
 DO1228_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DO1228_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DO1228_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DO1228+SATELLITE: SATELLITE OBSERVATIONS - January 06, 2020
 DO1228_ROD/PIPE-DEPTH: 9.1 meters
 DO1228
 DO1228  HISTORY     - Date     Condition        Report By
 DO1228  HISTORY     - 2007     MONUMENTED       MNDT
 DO1228  HISTORY     - 20200106 GOOD             MNDT
 DO1228
 DO1228                          STATION DESCRIPTION
 DO1228
 DO1228'DESCRIBED BY MN DEPT OF TRANSP 2007
 DO1228'THE STATION IS LOCATED ABOUT 6.8 MI (10.9 KM) SOUTH-SOUTHEAST OF
 DO1228'LAWLER, 6.3 MI (10.1 KM) NORTH OF ARTHYDE AND 2.7 MI (4.3 KM) WEST OF
 DO1228'RONALD.
 DO1228'
 DO1228'THE MARK IS 7.4 MI (11.9 KM) SOUTHEAST OF LAWLER, 7.4 MI (11.9 KM)
 DO1228'EAST ALONG TRUNK HIGHWAY 27 FROM THE JUNCTION OF TRUNK HIGHWAY 27 AND
 DO1228'TRUNK HIGHWAY 65, AT TRUNK HIGHWAY 27 MILE POINT 228.5.
 DO1228'
 DO1228'IT IS 94.7 FT (28.9 M) EAST-NORTHEAST OF POWER POLE, 51.0 FT (15.5 M)
 DO1228'SOUTH OF TRUNK HIGHWAY 27, 2.0 FT (0.6 M) NORTH OF A WITNESS POST.
 DO1228
 DO1228                          STATION RECOVERY (2020)
 DO1228
 DO1228'RECOVERY NOTE BY MN DEPT OF TRANSP 2020 (KMS)
 DO1228'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DO1230 ***********************************************************************
 DO1230  DESIGNATION -  0104 L
 DO1230  PID         -  DO1230
 DO1230  STATE/COUNTY-  MN/AITKIN
 DO1230  COUNTRY     -  US
 DO1230  USGS QUAD   -  RONALD (2019)
 DO1230
 DO1230                         *CURRENT SURVEY CONTROL
 DO1230  ______________________________________________________________________
 DO1230* NAD 83(1986) POSITION- 46 26 47.19   (N) 093 04 34.17   (W)   HD_HELD1
 DO1230* NAVD 88 ORTHO HEIGHT -   394.453 (meters)     1294.13  (feet) ADJUSTED
 DO1230  ______________________________________________________________________
 DO1230  GEOID HEIGHT    -        -27.897 (meters)                     GEOID18
 DO1230  DYNAMIC HEIGHT  -        394.466 (meters)     1294.18  (feet) COMP
 DO1230  MODELED GRAVITY -    980,635.1   (mgal)                       NAVD 88
 DO1230
 DO1230  VERT ORDER      -  SECOND    CLASS I
 DO1230
 DO1230.The horizontal coordinates were determined by differentially corrected
 DO1230.hand held GPS observations or other comparable positioning techniques
 DO1230.and have an estimated accuracy of +/- 3 meters.
 DO1230
 DO1230.The orthometric height was determined by differential leveling and
 DO1230.adjusted by the NATIONAL GEODETIC SURVEY
 DO1230.in November 2013.
 DO1230
 DO1230.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO1230.GEOID18 height accuracy estimate available here.
 DO1230
 DO1230.Click photographs - Photos may exist for this station.
 DO1230
 DO1230.The dynamic height is computed by dividing the NAVD 88
 DO1230.geopotential number by the normal gravity value computed on the
 DO1230.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO1230.degrees latitude (g = 980.6199 gals.).
 DO1230
 DO1230.The modeled gravity was interpolated from observed gravity values.
 DO1230
 DO1230;                    North         East    Units  Estimated Accuracy
 DO1230;SPC MN C     -   261,435.1     890,185.4     MT  (+/- 3 meters HH1 GPS) 
 DO1230
 DO1230_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVM9415043654(NAD 83)
 DO1230
 DO1230                          SUPERSEDED SURVEY CONTROL
 DO1230
 DO1230.No superseded survey control is available for this station.
 DO1230
 DO1230_MARKER: DD = SURVEY DISK
 DO1230_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DO1230_STAMPING: 0104 L 2007
 DO1230_MARK LOGO: MNDT
 DO1230_PROJECTION: FLUSH
 DO1230_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DO1230_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DO1230_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DO1230+SATELLITE: SATELLITE OBSERVATIONS - August 04, 2020
 DO1230_ROD/PIPE-DEPTH: 11.6 meters
 DO1230
 DO1230  HISTORY     - Date     Condition        Report By
 DO1230  HISTORY     - 2007     MONUMENTED       MNDT
 DO1230  HISTORY     - 20200804 GOOD             MNDT
 DO1230
 DO1230                          STATION DESCRIPTION
 DO1230
 DO1230'DESCRIBED BY MN DEPT OF TRANSP 2007
 DO1230'THE STATION IS LOCATED ABOUT 6.3 MI (10.1 KM) NORTH OF ARTHYDE, 5.8 MI
 DO1230'(9.3 KM) SOUTH-SOUTHWEST OF AUTOMBA AND 1.0 MI (1.6 KM) WEST OF
 DO1230'RONALD.
 DO1230'
 DO1230'THE MARK IS 1.0 MI (1.6 KM) WEST OF RONALD, 9.9 MI (15.9 KM) EAST
 DO1230'ALONG TRUNK HIGHWAY 27 FROM THE JUNCTION OF TRUNK HIGHWAY 27 AND TRUNK
 DO1230'HIGHWAY 65, AT TRUNK HIGHWAY 27 MILE POINT 230.25.
 DO1230'
 DO1230'IT IS 65.8 FT (20.1 M) SOUTH OF TRUNK HIGHWAY 27, 30.0 FT (9.1 M) WEST
 DO1230'OF 110TH PLACE, 1.5 FT (0.5 M) NORTH OF A FENCE CORNER, 1.5 FT (0.5 M)
 DO1230'NORTH OF A WITNESS POST.
 DO1230
 DO1230                          STATION RECOVERY (2020)
 DO1230
 DO1230'RECOVERY NOTE BY MN DEPT OF TRANSP 2020 (KMS)
 DO1230'7.75 MI (12.47 KM) SOUTHEAST OF LAWLER, 9.9 MI (15.9 KM) EAST ALONG
 DO1230'TRUNK HIGHWAY 27 FROM THE JUNCTION OF TRUNK HIGHWAY 27 AND TRUNK
 DO1230'HIGHWAY 65 (THE JUNCTION IS 6.0 MI (9.7 KM) SOUTH OF LAWLER), AT TRUNK
 DO1230'HIGHWAY 27 MILE POINT 230.25, 65.8 FT (20.1 M) SOUTH OF TRUNK HIGHWAY
 DO1230'27, 30.0 FT (9.1 M) WEST OF 110TH PLACE, 1.5 FT (0.5 M) NORTH OF A
 DO1230'FENCE CORNER, 1.5 FT (0.5 M) NORTH OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DQ8530 ***********************************************************************
 DQ8530  DESIGNATION -  0105 A RESET
 DQ8530  PID         -  DQ8530
 DQ8530  STATE/COUNTY-  MN/AITKIN
 DQ8530  COUNTRY     -  US
 DQ8530  USGS QUAD   -  SHOVEL LAKE (2019)
 DQ8530
 DQ8530                         *CURRENT SURVEY CONTROL
 DQ8530  ______________________________________________________________________
 DQ8530* NAD 83(1986) POSITION- 46 58 49.99   (N) 093 46 29.76   (W)   HD_HELD1
 DQ8530* NAVD 88 ORTHO HEIGHT -   418.352 (meters)     1372.54  (feet) ADJUSTED
 DQ8530  ______________________________________________________________________
 DQ8530  GEOID HEIGHT    -        -28.778 (meters)                     GEOID18
 DQ8530  DYNAMIC HEIGHT  -        418.379 (meters)     1372.63  (feet) COMP
 DQ8530  MODELED GRAVITY -    980,665.1   (mgal)                       NAVD 88
 DQ8530
 DQ8530  VERT ORDER      -  SECOND    CLASS I
 DQ8530
 DQ8530.The horizontal coordinates were determined by differentially corrected
 DQ8530.hand held GPS observations or other comparable positioning techniques
 DQ8530.and have an estimated accuracy of +/- 3 meters.
 DQ8530
 DQ8530.The orthometric height was determined by differential leveling and
 DQ8530.adjusted by the NATIONAL GEODETIC SURVEY
 DQ8530.in April 2021.
 DQ8530
 DQ8530.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ8530.GEOID18 height accuracy estimate available here.
 DQ8530
 DQ8530.Click photographs - Photos may exist for this station.
 DQ8530
 DQ8530.The dynamic height is computed by dividing the NAVD 88
 DQ8530.geopotential number by the normal gravity value computed on the
 DQ8530.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ8530.degrees latitude (g = 980.6199 gals.).
 DQ8530
 DQ8530.The modeled gravity was interpolated from observed gravity values.
 DQ8530
 DQ8530;                    North         East    Units  Estimated Accuracy
 DQ8530;SPC MN C     -   320,246.7     836,144.0     MT  (+/- 3 meters HH1 GPS) 
 DQ8530
 DQ8530_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVN4106303294(NAD 83)
 DQ8530
 DQ8530                          SUPERSEDED SURVEY CONTROL
 DQ8530
 DQ8530.No superseded survey control is available for this station.
 DQ8530
 DQ8530_MARKER: I = METAL ROD
 DQ8530_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DQ8530_STAMPING: 0105 A RESET 2017
 DQ8530_MARK LOGO: MNDT
 DQ8530_PROJECTION: RECESSED 8 CENTIMETERS
 DQ8530_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DQ8530_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ8530_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DQ8530+SATELLITE: SATELLITE OBSERVATIONS - May 31, 2023
 DQ8530_ROD/PIPE-DEPTH: 5.5 meters
 DQ8530
 DQ8530  HISTORY     - Date     Condition        Report By
 DQ8530  HISTORY     - 20170411 MONUMENTED       MNDT
 DQ8530  HISTORY     - 20230531 GOOD             MNDT
 DQ8530
 DQ8530                          STATION DESCRIPTION
 DQ8530
 DQ8530'DESCRIBED BY MN DEPT OF TRANSP 2017
 DQ8530'THE MARK IS LOCATED ABOUT 8.15 MI (13.11 KM) WEST OF HILL CITY.
 DQ8530'
 DQ8530'TO REACH THE MARK GO 8.15 MI (13.11 KM) WEST ALONG TRUNK HIGHWAY 200
 DQ8530'FROM THE JUNCTION OF TRUNK HIGHWAY 200 AND TRUNK HIGHWAY 169 IN HILL
 DQ8530'CITY, AT TRUNK HIGHWAY 200 MILE POINT 167.05.
 DQ8530'
 DQ8530'THE MARK IS LOCATED 129.0 FT (39.3 M) SOUTH OF TRUNK HIGHWAY 200, 98.7
 DQ8530'FT (30.1 M) WEST-SOUTHWEST OF A POWER POLE, 1.7 FT (0.5 M) EAST OF A
 DQ8530'WITNESS POST.
 DQ8530'
 DQ8530'NOTE-THE STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM ROD
 DQ8530'DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION REMOVABLE DISK
 DQ8530'SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH PVC
 DQ8530'PIPE BACK FILLED WITH WASHED SAND.
 DQ8530
 DQ8530                          STATION RECOVERY (2023)
 DQ8530
 DQ8530'RECOVERY NOTE BY MN DEPT OF TRANSP 2023 (RMJ)
 DQ8530'8.15 MI (13.11 KM) WEST OF HILL CITY, 8.15 MI (13.11 KM) WEST ALONG
 DQ8530'TRUNK HIGHWAY 200 FROM THE JUNCTION OF TRUNK HIGHWAY 200 AND TRUNK
 DQ8530'HIGHWAY 169 IN HILL CITY, AT TRUNK HIGHWAY 200 MILE POINT 167.05,
 DQ8530'129.0 FT (39.3 M) SOUTH OF TRUNK HIGHWAY 200, 98.7 FT (30.1 M)
 DQ8530'WEST-SOUTHWEST OF A POWER POLE, 1.7 FT (0.5 M) EAST OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DQ8528 ***********************************************************************
 DQ8528  DESIGNATION -  0105 B RESET
 DQ8528  PID         -  DQ8528
 DQ8528  STATE/COUNTY-  MN/AITKIN
 DQ8528  COUNTRY     -  US
 DQ8528  USGS QUAD   -  SHOVEL LAKE (2019)
 DQ8528
 DQ8528                         *CURRENT SURVEY CONTROL
 DQ8528  ______________________________________________________________________
 DQ8528* NAD 83(1986) POSITION- 46 59 04.44   (N) 093 45 06.87   (W)   HD_HELD1
 DQ8528* NAVD 88 ORTHO HEIGHT -   416.582 (meters)     1366.74  (feet) ADJUSTED
 DQ8528  ______________________________________________________________________
 DQ8528  GEOID HEIGHT    -        -28.803 (meters)                     GEOID18
 DQ8528  DYNAMIC HEIGHT  -        416.609 (meters)     1366.82  (feet) COMP
 DQ8528  MODELED GRAVITY -    980,665.2   (mgal)                       NAVD 88
 DQ8528
 DQ8528  VERT ORDER      -  SECOND    CLASS I
 DQ8528
 DQ8528.The horizontal coordinates were determined by differentially corrected
 DQ8528.hand held GPS observations or other comparable positioning techniques
 DQ8528.and have an estimated accuracy of +/- 3 meters.
 DQ8528
 DQ8528.The orthometric height was determined by differential leveling and
 DQ8528.adjusted by the NATIONAL GEODETIC SURVEY
 DQ8528.in April 2021.
 DQ8528
 DQ8528.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ8528.GEOID18 height accuracy estimate available here.
 DQ8528
 DQ8528.Click photographs - Photos may exist for this station.
 DQ8528
 DQ8528.The dynamic height is computed by dividing the NAVD 88
 DQ8528.geopotential number by the normal gravity value computed on the
 DQ8528.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ8528.degrees latitude (g = 980.6199 gals.).
 DQ8528
 DQ8528.The modeled gravity was interpolated from observed gravity values.
 DQ8528
 DQ8528;                    North         East    Units  Estimated Accuracy
 DQ8528;SPC MN C     -   320,703.7     837,893.0     MT  (+/- 3 meters HH1 GPS) 
 DQ8528
 DQ8528_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVN4281903723(NAD 83)
 DQ8528
 DQ8528                          SUPERSEDED SURVEY CONTROL
 DQ8528
 DQ8528.No superseded survey control is available for this station.
 DQ8528
 DQ8528_MARKER: DD = SURVEY DISK
 DQ8528_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DQ8528_STAMPING: 0105 B RESET 2017
 DQ8528_MARK LOGO: MNDT
 DQ8528_PROJECTION: RECESSED 5 CENTIMETERS
 DQ8528_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DQ8528_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ8528_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ8528+SATELLITE: SATELLITE OBSERVATIONS - June 28, 2023
 DQ8528_ROD/PIPE-DEPTH: 9.1 meters
 DQ8528
 DQ8528  HISTORY     - Date     Condition        Report By
 DQ8528  HISTORY     - 20170411 MONUMENTED       MNDT
 DQ8528  HISTORY     - 20230628 GOOD             MNDT
 DQ8528
 DQ8528                          STATION DESCRIPTION
 DQ8528
 DQ8528'DESCRIBED BY MN DEPT OF TRANSP 2017
 DQ8528'THE MARK IS LOCATED ABOUT 7.2 MI (11.6 KM) WEST OF HILL CITY.
 DQ8528'
 DQ8528'TO REACH THE MARK GO 7.2 MI (11.6 KM) WEST ALONG TRUNK HIGHWAY 200
 DQ8528'FROM THE JUNCTION OF TRUNK HIGHWAY 200 AND TRUNK HIGHWAY 169 IN HILL
 DQ8528'CITY, AT TRUNK HIGHWAY 200 MILE POINT 168.2.
 DQ8528'
 DQ8528'THE MARK IS LOCATED 111.3 FT (33.9 M) SOUTH OF TRUNK HIGHWAY 200, 12.6
 DQ8528'FT (3.8 M) WEST OF A TRAIL, 7.3 FT (2.2 M) EAST OF A WITNESS POST.
 DQ8528'
 DQ8528'NOTE-THE STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM ROD
 DQ8528'DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION REMOVABLE DISK
 DQ8528'SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH PVC
 DQ8528'PIPE BACK FILLED WITH WASHED SAND.
 DQ8528
 DQ8528                          STATION RECOVERY (2023)
 DQ8528
 DQ8528'RECOVERY NOTE BY MN DEPT OF TRANSP 2023 (KMS)
 DQ8528'7.2 MI (11.6 KM) WEST OF HILL CITY, 7.2 MI (11.6 KM) WEST ALONG TRUNK
 DQ8528'HIGHWAY 200 FROM THE JUNCTION OF TRUNK HIGHWAY 200 AND TRUNK HIGHWAY
 DQ8528'169 IN HILL CITY, AT TRUNK HIGHWAY 200 MILE POINT 168.2, 111.3 FT
 DQ8528'(33.9 M) SOUTH OF TRUNK HIGHWAY 200, 12.6 FT (3.8 M) WEST OF DRIVEWAY
 DQ8528'NUMBER 442475, 7.3 FT (2.2 M) EAST OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DQ8526 ***********************************************************************
 DQ8526  DESIGNATION -  0105 C RESET
 DQ8526  PID         -  DQ8526
 DQ8526  STATE/COUNTY-  MN/AITKIN
 DQ8526  COUNTRY     -  US
 DQ8526  USGS QUAD   -  SWATARA (2019)
 DQ8526
 DQ8526                         *CURRENT SURVEY CONTROL
 DQ8526  ______________________________________________________________________
 DQ8526* NAD 83(1986) POSITION- 46 59 13.14   (N) 093 41 31.01   (W)   HD_HELD1
 DQ8526* NAVD 88 ORTHO HEIGHT -   414.959 (meters)     1361.41  (feet) ADJUSTED
 DQ8526  ______________________________________________________________________
 DQ8526  GEOID HEIGHT    -        -28.851 (meters)                     GEOID18
 DQ8526  DYNAMIC HEIGHT  -        414.986 (meters)     1361.50  (feet) COMP
 DQ8526  MODELED GRAVITY -    980,665.0   (mgal)                       NAVD 88
 DQ8526
 DQ8526  VERT ORDER      -  SECOND    CLASS I
 DQ8526
 DQ8526.The horizontal coordinates were determined by differentially corrected
 DQ8526.hand held GPS observations or other comparable positioning techniques
 DQ8526.and have an estimated accuracy of +/- 3 meters.
 DQ8526
 DQ8526.The orthometric height was determined by differential leveling and
 DQ8526.adjusted by the NATIONAL GEODETIC SURVEY
 DQ8526.in April 2021.
 DQ8526
 DQ8526.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ8526.GEOID18 height accuracy estimate available here.
 DQ8526
 DQ8526.Click photographs - Photos may exist for this station.
 DQ8526
 DQ8526.The dynamic height is computed by dividing the NAVD 88
 DQ8526.geopotential number by the normal gravity value computed on the
 DQ8526.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ8526.degrees latitude (g = 980.6199 gals.).
 DQ8526
 DQ8526.The modeled gravity was interpolated from observed gravity values.
 DQ8526
 DQ8526;                    North         East    Units  Estimated Accuracy
 DQ8526;SPC MN C     -   321,002.8     842,452.7     MT  (+/- 3 meters HH1 GPS) 
 DQ8526
 DQ8526_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVN4738103949(NAD 83)
 DQ8526
 DQ8526                          SUPERSEDED SURVEY CONTROL
 DQ8526
 DQ8526.No superseded survey control is available for this station.
 DQ8526
 DQ8526_MARKER: DD = SURVEY DISK
 DQ8526_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DQ8526_STAMPING: 0105 C RESET 2017
 DQ8526_MARK LOGO: MNDT
 DQ8526_PROJECTION: RECESSED 10 CENTIMETERS
 DQ8526_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DQ8526_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ8526_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ8526+SATELLITE: SATELLITE OBSERVATIONS - April 11, 2017
 DQ8526_ROD/PIPE-DEPTH: 8.2 meters
 DQ8526
 DQ8526  HISTORY     - Date     Condition        Report By
 DQ8526  HISTORY     - 20170411 MONUMENTED       MNDT
 DQ8526
 DQ8526                          STATION DESCRIPTION
 DQ8526
 DQ8526'DESCRIBED BY MN DEPT OF TRANSP 2017
 DQ8526'THE MARK IS LOCATED ABOUT 4.1 MI (6.6 KM) WEST OF HILL CITY.
 DQ8526'
 DQ8526'TO REACH THE MARK GO 4.1 MI (6.6 KM) WEST ALONG TRUNK HIGHWAY 200 FROM
 DQ8526'THE JUNCTION OF TRUNK HIGHWAY 200 AND TRUNK HIGHWAY.
 DQ8526'
 DQ8526'THE MARK IS LOCATED 64.0 FT (19.5 M) NORTH OF TRUNK HIGHWAY 200, 16.0
 DQ8526'FT (4.9 M) EAST OF DRIVEWAY NUMBER 39680, 126.6 FT (38.6 M) SOUTHWEST
 DQ8526'OF A POWER POLE WITH TWO GUY WIRES.
 DQ8526'
 DQ8526'NOTE-THE STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM ROD
 DQ8526'DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION REMOVABLE DISK
 DQ8526'SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH PVC
 DQ8526'PIPE BACK FILLED WITH WASHED SAND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DQ8525 ***********************************************************************
 DQ8525  DESIGNATION -  0105 D RESET
 DQ8525  PID         -  DQ8525
 DQ8525  STATE/COUNTY-  MN/AITKIN
 DQ8525  COUNTRY     -  US
 DQ8525  USGS QUAD   -  SWATARA (2019)
 DQ8525
 DQ8525                         *CURRENT SURVEY CONTROL
 DQ8525  ______________________________________________________________________
 DQ8525* NAD 83(1986) POSITION- 46 59 14.88   (N) 093 40 35.52   (W)   HD_HELD1
 DQ8525* NAVD 88 ORTHO HEIGHT -   417.410 (meters)     1369.45  (feet) ADJUSTED
 DQ8525  ______________________________________________________________________
 DQ8525  GEOID HEIGHT    -        -28.862 (meters)                     GEOID18
 DQ8525  DYNAMIC HEIGHT  -        417.437 (meters)     1369.54  (feet) COMP
 DQ8525  MODELED GRAVITY -    980,665.1   (mgal)                       NAVD 88
 DQ8525
 DQ8525  VERT ORDER      -  SECOND    CLASS I
 DQ8525
 DQ8525.The horizontal coordinates were determined by differentially corrected
 DQ8525.hand held GPS observations or other comparable positioning techniques
 DQ8525.and have an estimated accuracy of +/- 3 meters.
 DQ8525
 DQ8525.The orthometric height was determined by differential leveling and
 DQ8525.adjusted by the NATIONAL GEODETIC SURVEY
 DQ8525.in April 2021.
 DQ8525
 DQ8525.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ8525.GEOID18 height accuracy estimate available here.
 DQ8525
 DQ8525.Click photographs - Photos may exist for this station.
 DQ8525
 DQ8525.The dynamic height is computed by dividing the NAVD 88
 DQ8525.geopotential number by the normal gravity value computed on the
 DQ8525.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ8525.degrees latitude (g = 980.6199 gals.).
 DQ8525
 DQ8525.The modeled gravity was interpolated from observed gravity values.
 DQ8525
 DQ8525;                    North         East    Units  Estimated Accuracy
 DQ8525;SPC MN C     -   321,064.9     843,624.8     MT  (+/- 3 meters HH1 GPS) 
 DQ8525
 DQ8525_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVN4855403993(NAD 83)
 DQ8525
 DQ8525                          SUPERSEDED SURVEY CONTROL
 DQ8525
 DQ8525.No superseded survey control is available for this station.
 DQ8525
 DQ8525_MARKER: DD = SURVEY DISK
 DQ8525_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DQ8525_STAMPING: 0105 D RESET 2017
 DQ8525_MARK LOGO: MNDT
 DQ8525_PROJECTION: RECESSED 8 CENTIMETERS
 DQ8525_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DQ8525_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ8525_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DQ8525+SATELLITE: SATELLITE OBSERVATIONS - April 11, 2017
 DQ8525_ROD/PIPE-DEPTH: 6.1 meters
 DQ8525
 DQ8525  HISTORY     - Date     Condition        Report By
 DQ8525  HISTORY     - 20170411 MONUMENTED       MNDT
 DQ8525
 DQ8525                          STATION DESCRIPTION
 DQ8525
 DQ8525'DESCRIBED BY MN DEPT OF TRANSP 2017
 DQ8525'THE MARK IS LOCATED ABOUT 3.35 MI (5.39 KM) WEST OF HILL CITY.
 DQ8525'
 DQ8525'TO REACH THE MARK GO 3.35 MI (5.39 KM) WEST ALONG TRUNK HIGHWAY 200
 DQ8525'FROM THE JUNCTION OF TRUNK HIGHWAY 200 AND TRUNK HIGHWAY 169 IN HILL
 DQ8525'CITY, AT TRUNK HIGHWAY 200 MILE POINT 171.85.
 DQ8525'
 DQ8525'THE MARK IS LOCATED 149.0 FT (45.4 M) NORTH OF TRUNK HIGHWAY 200, 20.5
 DQ8525'FT (6.2 M) WEST OF 390TH PLACE, 84.1 FT (25.6 M) NORTH OF CABLE BOX
 DQ8525'NUMBER BBLK 9000 3, 7.9 FT (2.4 M) EAST OF A WITNESS POST.
 DQ8525'
 DQ8525'NOTE-THE STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM ROD
 DQ8525'DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION REMOVABLE DISK
 DQ8525'SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH PVC
 DQ8525'PIPE BACK FILLED WITH WASHED SAND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DQ8523 ***********************************************************************
 DQ8523  DESIGNATION -  0105 E RESET
 DQ8523  PID         -  DQ8523
 DQ8523  STATE/COUNTY-  MN/AITKIN
 DQ8523  COUNTRY     -  US
 DQ8523  USGS QUAD   -  SWATARA (2019)
 DQ8523
 DQ8523                         *CURRENT SURVEY CONTROL
 DQ8523  ______________________________________________________________________
 DQ8523* NAD 83(1986) POSITION- 46 59 11.88   (N) 093 39 20.24   (W)   HD_HELD1
 DQ8523* NAVD 88 ORTHO HEIGHT -   410.886 (meters)     1348.05  (feet) ADJUSTED
 DQ8523  ______________________________________________________________________
 DQ8523  GEOID HEIGHT    -        -28.875 (meters)                     GEOID18
 DQ8523  DYNAMIC HEIGHT  -        410.913 (meters)     1348.14  (feet) COMP
 DQ8523  MODELED GRAVITY -    980,665.2   (mgal)                       NAVD 88
 DQ8523
 DQ8523  VERT ORDER      -  SECOND    CLASS I
 DQ8523
 DQ8523.The horizontal coordinates were determined by differentially corrected
 DQ8523.hand held GPS observations or other comparable positioning techniques
 DQ8523.and have an estimated accuracy of +/- 3 meters.
 DQ8523
 DQ8523.The orthometric height was determined by differential leveling and
 DQ8523.adjusted by the NATIONAL GEODETIC SURVEY
 DQ8523.in April 2021.
 DQ8523
 DQ8523.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ8523.GEOID18 height accuracy estimate available here.
 DQ8523
 DQ8523.Click photographs - Photos may exist for this station.
 DQ8523
 DQ8523.The dynamic height is computed by dividing the NAVD 88
 DQ8523.geopotential number by the normal gravity value computed on the
 DQ8523.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ8523.degrees latitude (g = 980.6199 gals.).
 DQ8523
 DQ8523.The modeled gravity was interpolated from observed gravity values.
 DQ8523
 DQ8523;                    North         East    Units  Estimated Accuracy
 DQ8523;SPC MN C     -   320,984.0     845,216.2     MT  (+/- 3 meters HH1 GPS) 
 DQ8523
 DQ8523_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVN5014303887(NAD 83)
 DQ8523
 DQ8523                          SUPERSEDED SURVEY CONTROL
 DQ8523
 DQ8523.No superseded survey control is available for this station.
 DQ8523
 DQ8523_MARKER: DD = SURVEY DISK
 DQ8523_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DQ8523_STAMPING: 0105 E RESET 2017
 DQ8523_MARK LOGO: MNDT
 DQ8523_PROJECTION: RECESSED 15 CENTIMETERS
 DQ8523_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DQ8523_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ8523_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ8523+SATELLITE: SATELLITE OBSERVATIONS - April 11, 2017
 DQ8523_ROD/PIPE-DEPTH: 4.6 meters
 DQ8523
 DQ8523  HISTORY     - Date     Condition        Report By
 DQ8523  HISTORY     - 20170411 MONUMENTED       MNDT
 DQ8523
 DQ8523                          STATION DESCRIPTION
 DQ8523
 DQ8523'DESCRIBED BY MN DEPT OF TRANSP 2017
 DQ8523'THE MARK IS LOCATED ABOUT 2.4 MI (3.9 KM) WEST OF HILL CITY.
 DQ8523'
 DQ8523'TO REACH THE MARK GO 2.4 MI (3.9 KM) WEST ALONG TRUNK HIGHWAY 200 FROM
 DQ8523'THE JUNCTION OF TRUNK HIGHWAY 200 AND TRUNK HIGHWAY 169 IN HILL CITY,
 DQ8523'AT TRUNK HIGHWAY 200 MILE POINT 172.8.
 DQ8523'
 DQ8523'THE MARK IS LOCATED 111.5 FT (34.0 M) SOUTH OF TRUNK HIGHWAY 200, 20.0
 DQ8523'FT (6.1 M) EAST OF HYBRID ASPEN FOREST ROAD, 28.0 FT (8.5 M) NORTHWEST
 DQ8523'OF A POWER POLE, 1.5 FT (0.5 M) WEST OF A WITNESS POST.
 DQ8523'
 DQ8523'NOTE-THE STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM ROD
 DQ8523'DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION REMOVABLE DISK
 DQ8523'SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH PVC
 DQ8523'PIPE BACK FILLED WITH WASHED SAND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DQ8521 ***********************************************************************
 DQ8521  DESIGNATION -  0105 F RESET
 DQ8521  PID         -  DQ8521
 DQ8521  STATE/COUNTY-  MN/AITKIN
 DQ8521  COUNTRY     -  US
 DQ8521  USGS QUAD   -  SWATARA (2019)
 DQ8521
 DQ8521                         *CURRENT SURVEY CONTROL
 DQ8521  ______________________________________________________________________
 DQ8521* NAD 83(1986) POSITION- 46 59 09.96   (N) 093 37 44.82   (W)   HD_HELD1
 DQ8521* NAVD 88 ORTHO HEIGHT -   392.180 (meters)     1286.68  (feet) ADJUSTED
 DQ8521  ______________________________________________________________________
 DQ8521  GEOID HEIGHT    -        -28.895 (meters)                     GEOID18
 DQ8521  DYNAMIC HEIGHT  -        392.205 (meters)     1286.76  (feet) COMP
 DQ8521  MODELED GRAVITY -    980,665.7   (mgal)                       NAVD 88
 DQ8521
 DQ8521  VERT ORDER      -  SECOND    CLASS I
 DQ8521
 DQ8521.The horizontal coordinates were determined by differentially corrected
 DQ8521.hand held GPS observations or other comparable positioning techniques
 DQ8521.and have an estimated accuracy of +/- 3 meters.
 DQ8521
 DQ8521.The orthometric height was determined by differential leveling and
 DQ8521.adjusted by the NATIONAL GEODETIC SURVEY
 DQ8521.in April 2021.
 DQ8521
 DQ8521.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ8521.GEOID18 height accuracy estimate available here.
 DQ8521
 DQ8521.Click photographs - Photos may exist for this station.
 DQ8521
 DQ8521.The dynamic height is computed by dividing the NAVD 88
 DQ8521.geopotential number by the normal gravity value computed on the
 DQ8521.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ8521.degrees latitude (g = 980.6199 gals.).
 DQ8521
 DQ8521.The modeled gravity was interpolated from observed gravity values.
 DQ8521
 DQ8521;                    North         East    Units  Estimated Accuracy
 DQ8521;SPC MN C     -   320,940.1     847,233.0     MT  (+/- 3 meters HH1 GPS) 
 DQ8521
 DQ8521_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVN5215803811(NAD 83)
 DQ8521
 DQ8521                          SUPERSEDED SURVEY CONTROL
 DQ8521
 DQ8521.No superseded survey control is available for this station.
 DQ8521
 DQ8521_MARKER: DD = SURVEY DISK
 DQ8521_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DQ8521_STAMPING: 0105 F RESET 2017
 DQ8521_MARK LOGO: MNDT
 DQ8521_PROJECTION: FLUSH
 DQ8521_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DQ8521_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ8521_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ8521+SATELLITE: SATELLITE OBSERVATIONS - April 04, 2017
 DQ8521_ROD/PIPE-DEPTH: 12.2 meters
 DQ8521
 DQ8521  HISTORY     - Date     Condition        Report By
 DQ8521  HISTORY     - 20170404 MONUMENTED       MNDT
 DQ8521
 DQ8521                          STATION DESCRIPTION
 DQ8521
 DQ8521'DESCRIBED BY MN DEPT OF TRANSP 2017
 DQ8521'THE MARK IS LOCATED ABOUT 1.2 MI (1.9 KM) WEST OF HILL CITY.
 DQ8521'
 DQ8521'TO REACH THE MARK GO 1.2 MI (1.9 KM) WEST ALONG TRUNK HIGHWAY 200 FROM
 DQ8521'THE JUNCTION OF TRUNK HIGHWAY 200 AND TRUNK HIGHWAY 169 IN HILL CITY,
 DQ8521'AT TRUNK HIGHWAY 200 MILE POINT 174.
 DQ8521'
 DQ8521'THE MARK IS LOCATED 134.5 FT (41.0 M) SOUTH OF TRUNK HIGHWAY 169, 30.0
 DQ8521'FT (9.1 M) EAST OF 368TH PLACE, 65.1 FT (19.8 M) SOUTH-SOUTHWEST OF A
 DQ8521'POWER POLE, 54.1 FT (16.5 M) SOUTH-SOUTHWEST OF A FENCE CORNER, 3.6 FT
 DQ8521'(1.1 M) WEST OF A FENCE, 2.6 FT (0.8 M) EAST OF A WITNESS POST.
 DQ8521'
 DQ8521'NOTE-THE STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM ROD
 DQ8521'DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION REMOVABLE DISK
 DQ8521'SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH PVC
 DQ8521'PIPE BACK FILLED WITH WASHED SAND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DQ8529 ***********************************************************************
 DQ8529  DESIGNATION -  0105 G
 DQ8529  PID         -  DQ8529
 DQ8529  STATE/COUNTY-  MN/AITKIN
 DQ8529  COUNTRY     -  US
 DQ8529  USGS QUAD   -  SHOVEL LAKE (2019)
 DQ8529
 DQ8529                         *CURRENT SURVEY CONTROL
 DQ8529  ______________________________________________________________________
 DQ8529* NAD 83(1986) POSITION- 46 58 50.51   (N) 093 45 56.37   (W)   HD_HELD1
 DQ8529* NAVD 88 ORTHO HEIGHT -   415.588 (meters)     1363.48  (feet) ADJUSTED
 DQ8529  ______________________________________________________________________
 DQ8529  GEOID HEIGHT    -        -28.784 (meters)                     GEOID18
 DQ8529  DYNAMIC HEIGHT  -        415.615 (meters)     1363.56  (feet) COMP
 DQ8529  MODELED GRAVITY -    980,665.2   (mgal)                       NAVD 88
 DQ8529
 DQ8529  VERT ORDER      -  SECOND    CLASS I
 DQ8529
 DQ8529.The horizontal coordinates were determined by differentially corrected
 DQ8529.hand held GPS observations or other comparable positioning techniques
 DQ8529.and have an estimated accuracy of +/- 3 meters.
 DQ8529
 DQ8529.The orthometric height was determined by differential leveling and
 DQ8529.adjusted by the NATIONAL GEODETIC SURVEY
 DQ8529.in April 2021.
 DQ8529
 DQ8529.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ8529.GEOID18 height accuracy estimate available here.
 DQ8529
 DQ8529.Click photographs - Photos may exist for this station.
 DQ8529
 DQ8529.The dynamic height is computed by dividing the NAVD 88
 DQ8529.geopotential number by the normal gravity value computed on the
 DQ8529.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ8529.degrees latitude (g = 980.6199 gals.).
 DQ8529
 DQ8529.The modeled gravity was interpolated from observed gravity values.
 DQ8529
 DQ8529;                    North         East    Units  Estimated Accuracy
 DQ8529;SPC MN C     -   320,267.0     836,849.6     MT  (+/- 3 meters HH1 GPS) 
 DQ8529
 DQ8529_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVN4176903303(NAD 83)
 DQ8529
 DQ8529                          SUPERSEDED SURVEY CONTROL
 DQ8529
 DQ8529.No superseded survey control is available for this station.
 DQ8529
 DQ8529_MARKER: DD = SURVEY DISK
 DQ8529_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DQ8529_STAMPING: 0105 G 2017
 DQ8529_MARK LOGO: MNDT
 DQ8529_PROJECTION: RECESSED 10 CENTIMETERS
 DQ8529_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DQ8529_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ8529_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ8529+SATELLITE: SATELLITE OBSERVATIONS - June 28, 2023
 DQ8529_ROD/PIPE-DEPTH: 22.9 meters
 DQ8529
 DQ8529  HISTORY     - Date     Condition        Report By
 DQ8529  HISTORY     - 20170425 MONUMENTED       MNDT
 DQ8529  HISTORY     - 20230628 GOOD             MNDT
 DQ8529
 DQ8529                          STATION DESCRIPTION
 DQ8529
 DQ8529'DESCRIBED BY MN DEPT OF TRANSP 2017
 DQ8529'THE MARK IS LOCATED ABOUT 7.9 MI (12.7 KM) WEST OF HILL CITY.
 DQ8529'
 DQ8529'TO REACH THE MARK GO 7.65 MI (12.31 KM) WEST ALONG TRUNK HIGHWAY 200
 DQ8529'FROM THE JUNCTION OF TRUNK HIGHWAY 200 AND TRUNK HIGHWAY 169 IN HILL
 DQ8529'CITY, AT TRUNK HIGHWAY 200 MILE POINT 167.5.
 DQ8529'
 DQ8529'THE MARK IS LOCATED 45.6 FT (13.9 M) SOUTH OF TRUNK HIGHWAY 200, 41.0
 DQ8529'FT (12.5 M) WEST OF AN ENTRANCE, 1.5 FT (0.5 M) NORTH OF A WITNESS
 DQ8529'POST.
 DQ8529'
 DQ8529'NOTE-THE STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM ROD
 DQ8529'DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION REMOVABLE DISK
 DQ8529'SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH PVC
 DQ8529'PIPE BACK FILLED WITH WASHED SAND.
 DQ8529
 DQ8529                          STATION RECOVERY (2023)
 DQ8529
 DQ8529'RECOVERY NOTE BY MN DEPT OF TRANSP 2023 (KMS)
 DQ8529'7.9 MI (12.7 KM) WEST OF HILL CITY, 7.65 MI (12.31 KM) WEST ALONG
 DQ8529'TRUNK HIGHWAY 200 FROM THE JUNCTION OF TRUNK HIGHWAY 200 AND TRUNK
 DQ8529'HIGHWAY 169 IN HILL CITY, AT TRUNK HIGHWAY 200 MILE POINT 167.5, 45.6
 DQ8529'FT (13.9 M) SOUTH OF TRUNK HIGHWAY 200, 41.0 FT (12.5 M) WEST OF AN
 DQ8529'ENTRANCE, 1.5 FT (0.5 M) NORTH OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DQ8524 ***********************************************************************
 DQ8524  DESIGNATION -  0105 H
 DQ8524  PID         -  DQ8524
 DQ8524  STATE/COUNTY-  MN/AITKIN
 DQ8524  COUNTRY     -  US
 DQ8524  USGS QUAD   -  SWATARA (2019)
 DQ8524
 DQ8524                         *CURRENT SURVEY CONTROL
 DQ8524  ______________________________________________________________________
 DQ8524* NAD 83(1986) POSITION- 46 59 12.70   (N) 093 39 56.55   (W)   HD_HELD1
 DQ8524* NAVD 88 ORTHO HEIGHT -   416.155 (meters)     1365.34  (feet) ADJUSTED
 DQ8524  ______________________________________________________________________
 DQ8524  GEOID HEIGHT    -        -28.868 (meters)                     GEOID18
 DQ8524  DYNAMIC HEIGHT  -        416.182 (meters)     1365.42  (feet) COMP
 DQ8524  MODELED GRAVITY -    980,665.1   (mgal)                       NAVD 88
 DQ8524
 DQ8524  VERT ORDER      -  SECOND    CLASS I
 DQ8524
 DQ8524.The horizontal coordinates were determined by differentially corrected
 DQ8524.hand held GPS observations or other comparable positioning techniques
 DQ8524.and have an estimated accuracy of +/- 3 meters.
 DQ8524
 DQ8524.The orthometric height was determined by differential leveling and
 DQ8524.adjusted by the NATIONAL GEODETIC SURVEY
 DQ8524.in April 2021.
 DQ8524
 DQ8524.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ8524.GEOID18 height accuracy estimate available here.
 DQ8524
 DQ8524.Click photographs - Photos may exist for this station.
 DQ8524
 DQ8524.The dynamic height is computed by dividing the NAVD 88
 DQ8524.geopotential number by the normal gravity value computed on the
 DQ8524.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ8524.degrees latitude (g = 980.6199 gals.).
 DQ8524
 DQ8524.The modeled gravity was interpolated from observed gravity values.
 DQ8524
 DQ8524;                    North         East    Units  Estimated Accuracy
 DQ8524;SPC MN C     -   321,003.6     844,448.8     MT  (+/- 3 meters HH1 GPS) 
 DQ8524
 DQ8524_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVN4937603919(NAD 83)
 DQ8524
 DQ8524                          SUPERSEDED SURVEY CONTROL
 DQ8524
 DQ8524.No superseded survey control is available for this station.
 DQ8524
 DQ8524_MARKER: DD = SURVEY DISK
 DQ8524_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DQ8524_STAMPING: 0105 H 2017
 DQ8524_MARK LOGO: MNDT
 DQ8524_PROJECTION: RECESSED 5 CENTIMETERS
 DQ8524_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DQ8524_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ8524_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ8524+SATELLITE: SATELLITE OBSERVATIONS - April 25, 2017
 DQ8524_ROD/PIPE-DEPTH: 16.2 meters
 DQ8524
 DQ8524  HISTORY     - Date     Condition        Report By
 DQ8524  HISTORY     - 20170425 MONUMENTED       MNDT
 DQ8524
 DQ8524                          STATION DESCRIPTION
 DQ8524
 DQ8524'DESCRIBED BY MN DEPT OF TRANSP 2017
 DQ8524'THE MARK IS LOCATED ABOUT 3.3 MI (5.3 KM) WEST OF HILL CITY.
 DQ8524'
 DQ8524'TO REACH THE MARK GO 2.8 MI (4.5 KM) WEST ALONG TRUNK HIGHWAY 200 FROM
 DQ8524'THE JUNCTION OF TRUNK HIGHWAY 200 AND TRUNK HIGHWAY 169 IN HILL CITY,
 DQ8524'AT TRUNK HIGHWAY 200 MILE POINT 172.35.
 DQ8524'
 DQ8524'THE MARK IS LOCATED 110.3 FT (33.6 M) SOUTH OF TRUNK HIGHWAY 200, 32.6
 DQ8524'FT (9.9 M) EAST OF COUNTY ROAD 29 (OSPREY AVENUE), 7.9 FT (2.4 M)
 DQ8524'SOUTH OF CABLE BOX NUMBER BBLK 6000 1, 1.5 FT (0.5 M) WEST OF A
 DQ8524'WITNESS POST.
 DQ8524'
 DQ8524'NOTE-THE STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM ROD
 DQ8524'DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION REMOVABLE DISK
 DQ8524'SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH PVC
 DQ8524'PIPE BACK FILLED WITH WASHED SAND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DQ8522 ***********************************************************************
 DQ8522  DESIGNATION -  0105 J
 DQ8522  PID         -  DQ8522
 DQ8522  STATE/COUNTY-  MN/AITKIN
 DQ8522  COUNTRY     -  US
 DQ8522  USGS QUAD   -  SWATARA (2019)
 DQ8522
 DQ8522                         *CURRENT SURVEY CONTROL
 DQ8522  ______________________________________________________________________
 DQ8522* NAD 83(1986) POSITION- 46 59 12.58   (N) 093 38 48.93   (W)   HD_HELD1
 DQ8522* NAVD 88 ORTHO HEIGHT -   401.291 (meters)     1316.57  (feet) ADJUSTED
 DQ8522  ______________________________________________________________________
 DQ8522  GEOID HEIGHT    -        -28.882 (meters)                     GEOID18
 DQ8522  DYNAMIC HEIGHT  -        401.316 (meters)     1316.65  (feet) COMP
 DQ8522  MODELED GRAVITY -    980,665.4   (mgal)                       NAVD 88
 DQ8522
 DQ8522  VERT ORDER      -  SECOND    CLASS I
 DQ8522
 DQ8522.The horizontal coordinates were determined by differentially corrected
 DQ8522.hand held GPS observations or other comparable positioning techniques
 DQ8522.and have an estimated accuracy of +/- 3 meters.
 DQ8522
 DQ8522.The orthometric height was determined by differential leveling and
 DQ8522.adjusted by the NATIONAL GEODETIC SURVEY
 DQ8522.in April 2021.
 DQ8522
 DQ8522.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ8522.GEOID18 height accuracy estimate available here.
 DQ8522
 DQ8522.Click photographs - Photos may exist for this station.
 DQ8522
 DQ8522.The dynamic height is computed by dividing the NAVD 88
 DQ8522.geopotential number by the normal gravity value computed on the
 DQ8522.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ8522.degrees latitude (g = 980.6199 gals.).
 DQ8522
 DQ8522.The modeled gravity was interpolated from observed gravity values.
 DQ8522
 DQ8522;                    North         East    Units  Estimated Accuracy
 DQ8522;SPC MN C     -   321,010.6     845,877.7     MT  (+/- 3 meters HH1 GPS) 
 DQ8522
 DQ8522_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVN5080503903(NAD 83)
 DQ8522
 DQ8522                          SUPERSEDED SURVEY CONTROL
 DQ8522
 DQ8522.No superseded survey control is available for this station.
 DQ8522
 DQ8522_MARKER: F = FLANGE-ENCASED ROD
 DQ8522_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DQ8522_STAMPING: 0105 J 2017
 DQ8522_MARK LOGO: MNDT
 DQ8522_PROJECTION: RECESSED 5 CENTIMETERS
 DQ8522_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DQ8522_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ8522_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ8522+SATELLITE: SATELLITE OBSERVATIONS - April 27, 2017
 DQ8522_ROD/PIPE-DEPTH: 35.7 meters
 DQ8522
 DQ8522  HISTORY     - Date     Condition        Report By
 DQ8522  HISTORY     - 20170427 MONUMENTED       MNDT
 DQ8522
 DQ8522                          STATION DESCRIPTION
 DQ8522
 DQ8522'DESCRIBED BY MN DEPT OF TRANSP 2017
 DQ8522'THE MARK IS LOCATED ABOUT 2.1 MI (3.4 KM) WEST OF HILL CITY.
 DQ8522'
 DQ8522'TO REACH THE MARK GO 2.0 MI (3.2 KM) WEST ALONG TRUNK HIGHWAY 200 FROM
 DQ8522'THE JUNCTION OF TRUNK HIGHWAY 200 AND TRUNK HIGHWAY 169 IN HILL CITY,
 DQ8522'AT TRUNK HIGHWAY 200 MILE POINT 173.2.
 DQ8522'
 DQ8522'THE MARK IS LOCATED 42.5 FT (13.0 M) NORTH OF TRUNK HIGHWAY 200, 37.5
 DQ8522'FT (11.4 M) EAST OF A CABLE BOX, 1.5 FT (0.5 M) SOUTH OF A WITNESS
 DQ8522'POST.
 DQ8522'
 DQ8522'NOTE-THE STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM ROD
 DQ8522'DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION REMOVABLE DISK
 DQ8522'SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH PVC
 DQ8522'PIPE BACK FILLED WITH WASHED SAND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DN4800 ***********************************************************************
 DN4800  DESIGNATION -  0106 A
 DN4800  PID         -  DN4800
 DN4800  STATE/COUNTY-  MN/AITKIN
 DN4800  COUNTRY     -  US
 DN4800  USGS QUAD   -  JACOBSON (2019)
 DN4800
 DN4800                         *CURRENT SURVEY CONTROL
 DN4800  ______________________________________________________________________
 DN4800* NAD 83(1986) POSITION- 47 00 03.99   (N) 093 16 06.05   (W)   HD_HELD1
 DN4800* NAVD 88 ORTHO HEIGHT -   380.811 (meters)     1249.38  (feet) ADJUSTED
 DN4800  ______________________________________________________________________
 DN4800  GEOID HEIGHT    -        -29.129 (meters)                     GEOID18
 DN4800  DYNAMIC HEIGHT  -        380.835 (meters)     1249.46  (feet) COMP
 DN4800  MODELED GRAVITY -    980,667.3   (mgal)                       NAVD 88
 DN4800
 DN4800  VERT ORDER      -  SECOND    CLASS I
 DN4800
 DN4800.The horizontal coordinates were determined by differentially corrected
 DN4800.hand held GPS observations or other comparable positioning techniques
 DN4800.and have an estimated accuracy of +/- 3 meters.
 DN4800
 DN4800.The orthometric height was determined by differential leveling and
 DN4800.adjusted by the NATIONAL GEODETIC SURVEY
 DN4800.in June 2012.
 DN4800
 DN4800.No vertical observational check was made to the station.
 DN4800
 DN4800.Significant digits in the geoid height do not necessarily reflect accuracy.
 DN4800.GEOID18 height accuracy estimate available here.
 DN4800
 DN4800.Click photographs - Photos may exist for this station.
 DN4800
 DN4800.The dynamic height is computed by dividing the NAVD 88
 DN4800.geopotential number by the normal gravity value computed on the
 DN4800.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN4800.degrees latitude (g = 980.6199 gals.).
 DN4800
 DN4800.The modeled gravity was interpolated from observed gravity values.
 DN4800
 DN4800;                    North         East    Units  Estimated Accuracy
 DN4800;SPC MN C     -   322,886.1     874,656.4     MT  (+/- 3 meters HH1 GPS) 
 DN4800
 DN4800_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVN7959905322(NAD 83)
 DN4800
 DN4800                          SUPERSEDED SURVEY CONTROL
 DN4800
 DN4800.No superseded survey control is available for this station.
 DN4800
 DN4800_MARKER: DH = HORIZONTAL CONTROL DISK
 DN4800_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DN4800_SP_SET: BRIDGE RAILING
 DN4800_STAMPING: 0106 A 2002
 DN4800_MARK LOGO: MNDT
 DN4800_MAGNETIC: N = NO MAGNETIC MATERIAL
 DN4800_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DN4800_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DN4800+SATELLITE: SATELLITE OBSERVATIONS - June 12, 2017
 DN4800
 DN4800  HISTORY     - Date     Condition        Report By
 DN4800  HISTORY     - 20020401 MONUMENTED       MNDT
 DN4800  HISTORY     - 20091103 GOOD             MNDT
 DN4800  HISTORY     - 20170612 GOOD             MNDT
 DN4800
 DN4800                          STATION DESCRIPTION
 DN4800
 DN4800'DESCRIBED BY MN DEPT OF TRANSP 2009 (MPP)
 DN4800'THE MARK IS IN JACOBSON.
 DN4800'
 DN4800'TO REACH THE MARK IN BRIDGE RAIL IN SOUTHEAST CORNER OF TRUNK HIGHWAY
 DN4800'200 BRIDGE NUMBER 01015 OVER MISSISSIPPI RIVER.
 DN4800'
 DN4800'IT IS 0.1 MI (0.2 KM) WEST ALONG TRUNK HIGHWAY 200 FROM THE SOUTH
 DN4800'JUNCTION OF TRUNK HIGHWAY 200 AND TRUNK HIGHWAY 65 IN JACOBSON, 21 FT
 DN4800'(6.4 M) SOUTH OF TRUNK HIGHWAY 200, 13.5 FT (4.1 M) WEST OF THE
 DN4800'SOUTHEAST CORNER OF BRIDGE.
 DN4800
 DN4800                          STATION RECOVERY (2017)
 DN4800
 DN4800'RECOVERY NOTE BY MN DEPT OF TRANSP 2017 (KMS)
 DN4800'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DR5099 ***********************************************************************
 DR5099  DESIGNATION -  0106 B
 DR5099  PID         -  DR5099
 DR5099  STATE/COUNTY-  MN/AITKIN
 DR5099  COUNTRY     -  US
 DR5099  USGS QUAD   -  JACOBSON (2019)
 DR5099
 DR5099                         *CURRENT SURVEY CONTROL
 DR5099  ______________________________________________________________________
 DR5099* NAD 83(1986) POSITION- 47 00 17.94   (N) 093 16 57.94   (W)   HD_HELD1
 DR5099* NAVD 88 ORTHO HEIGHT -   379.633 (meters)     1245.51  (feet) ADJUSTED
 DR5099  ______________________________________________________________________
 DR5099  GEOID HEIGHT    -        -29.132 (meters)                     GEOID18
 DR5099  DYNAMIC HEIGHT  -        379.658 (meters)     1245.59  (feet) COMP
 DR5099  MODELED GRAVITY -    980,667.3   (mgal)                       NAVD 88
 DR5099
 DR5099  VERT ORDER      -  SECOND    CLASS I
 DR5099
 DR5099.The horizontal coordinates were determined by differentially corrected
 DR5099.hand held GPS observations or other comparable positioning techniques
 DR5099.and have an estimated accuracy of +/- 3 meters.
 DR5099
 DR5099.The orthometric height was determined by differential leveling and
 DR5099.adjusted by the NATIONAL GEODETIC SURVEY
 DR5099.in April 2021.
 DR5099
 DR5099.Significant digits in the geoid height do not necessarily reflect accuracy.
 DR5099.GEOID18 height accuracy estimate available here.
 DR5099
 DR5099.Click photographs - Photos may exist for this station.
 DR5099
 DR5099.The dynamic height is computed by dividing the NAVD 88
 DR5099.geopotential number by the normal gravity value computed on the
 DR5099.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DR5099.degrees latitude (g = 980.6199 gals.).
 DR5099
 DR5099.The modeled gravity was interpolated from observed gravity values.
 DR5099
 DR5099;                    North         East    Units  Estimated Accuracy
 DR5099;SPC MN C     -   323,303.4     873,554.9     MT  (+/- 3 meters HH1 GPS) 
 DR5099
 DR5099_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVN7850405756(NAD 83)
 DR5099
 DR5099                          SUPERSEDED SURVEY CONTROL
 DR5099
 DR5099.No superseded survey control is available for this station.
 DR5099
 DR5099_MARKER: DD = SURVEY DISK
 DR5099_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DR5099_STAMPING: 0106 B 2017
 DR5099_MARK LOGO: MNDT
 DR5099_PROJECTION: RECESSED 5 CENTIMETERS
 DR5099_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DR5099_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DR5099_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DR5099+SATELLITE: SATELLITE OBSERVATIONS - July 06, 2023
 DR5099_ROD/PIPE-DEPTH: 18.3 meters
 DR5099
 DR5099  HISTORY     - Date     Condition        Report By
 DR5099  HISTORY     - 20170718 MONUMENTED       MNDT
 DR5099  HISTORY     - 20230706 GOOD             MNDT
 DR5099
 DR5099                          STATION DESCRIPTION
 DR5099
 DR5099'DESCRIBED BY MN DEPT OF TRANSP 2017
 DR5099'THE MARK IS LOCATED ABOUT 0.85 MI (1.37 KM) WEST OF JACOBSON.
 DR5099'
 DR5099'TO REACH THE MARK GO 0.9 MI (1.4 KM) WEST ALONG TRUNK HIGHWAY 200 FROM
 DR5099'THE SOUTH JUNCTION OF TRUNK HIGHWAY 200 AND TRUNK HIGHWAY 65 IN
 DR5099'JACOBSON, AT TRUNK HIGHWAY 200 MILE POINT 190.65.
 DR5099'
 DR5099'THE MARK IS 47.3 FT (14.4 M) NORTH OF TRUNK HIGHWAY 200, 25.8 FT (7.9
 DR5099'M) SOUTH OF A FENCE LINE, 1.5 FT (0.5 M) SOUTH OF A WITNESS POST.
 DR5099'
 DR5099'NOTE-THE STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM ROD
 DR5099'DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION REMOVABLE DISK
 DR5099'SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH PVC
 DR5099'PIPE BACK FILLED WITH WASHED SAND.
 DR5099
 DR5099                          STATION RECOVERY (2023)
 DR5099
 DR5099'RECOVERY NOTE BY MN DEPT OF TRANSP 2023 (KMS)
 DR5099'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DR5098 ***********************************************************************
 DR5098  DESIGNATION -  0106 C
 DR5098  PID         -  DR5098
 DR5098  STATE/COUNTY-  MN/AITKIN
 DR5098  COUNTRY     -  US
 DR5098  USGS QUAD   -  JACOBSON (2019)
 DR5098
 DR5098                         *CURRENT SURVEY CONTROL
 DR5098  ______________________________________________________________________
 DR5098* NAD 83(1986) POSITION- 47 00 05.68   (N) 093 18 07.34   (W)   HD_HELD1
 DR5098* NAVD 88 ORTHO HEIGHT -   383.025 (meters)     1256.64  (feet) ADJUSTED
 DR5098  ______________________________________________________________________
 DR5098  GEOID HEIGHT    -        -29.114 (meters)                     GEOID18
 DR5098  DYNAMIC HEIGHT  -        383.049 (meters)     1256.72  (feet) COMP
 DR5098  MODELED GRAVITY -    980,666.7   (mgal)                       NAVD 88
 DR5098
 DR5098  VERT ORDER      -  SECOND    CLASS I
 DR5098
 DR5098.The horizontal coordinates were determined by differentially corrected
 DR5098.hand held GPS observations or other comparable positioning techniques
 DR5098.and have an estimated accuracy of +/- 3 meters.
 DR5098
 DR5098.The orthometric height was determined by differential leveling and
 DR5098.adjusted by the NATIONAL GEODETIC SURVEY
 DR5098.in April 2021.
 DR5098
 DR5098.Significant digits in the geoid height do not necessarily reflect accuracy.
 DR5098.GEOID18 height accuracy estimate available here.
 DR5098
 DR5098.Click photographs - Photos may exist for this station.
 DR5098
 DR5098.The dynamic height is computed by dividing the NAVD 88
 DR5098.geopotential number by the normal gravity value computed on the
 DR5098.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DR5098.degrees latitude (g = 980.6199 gals.).
 DR5098
 DR5098.The modeled gravity was interpolated from observed gravity values.
 DR5098
 DR5098;                    North         East    Units  Estimated Accuracy
 DR5098;SPC MN C     -   322,907.1     872,093.5     MT  (+/- 3 meters HH1 GPS) 
 DR5098
 DR5098_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVN7703805383(NAD 83)
 DR5098
 DR5098                          SUPERSEDED SURVEY CONTROL
 DR5098
 DR5098.No superseded survey control is available for this station.
 DR5098
 DR5098_MARKER: DD = SURVEY DISK
 DR5098_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DR5098_STAMPING: 0106 C 2017
 DR5098_MARK LOGO: MNDT
 DR5098_PROJECTION: RECESSED 5 CENTIMETERS
 DR5098_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DR5098_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DR5098_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DR5098+SATELLITE: SATELLITE OBSERVATIONS - July 17, 2017
 DR5098_ROD/PIPE-DEPTH: 17.4 meters
 DR5098
 DR5098  HISTORY     - Date     Condition        Report By
 DR5098  HISTORY     - 20170717 MONUMENTED       MNDT
 DR5098
 DR5098                          STATION DESCRIPTION
 DR5098
 DR5098'DESCRIBED BY MN DEPT OF TRANSP 2017
 DR5098'THE MARK IS LOCATED ABOUT 1.6 MI (2.6 KM) WEST OF JACOBSON.
 DR5098'
 DR5098'TO REACH THE MARK GO 1.9 MI (3.1 KM) WEST ALONG TRUNK HIGHWAY 200 FROM
 DR5098'THE SOUTH JUNCTION OF TRUNK HIGHWAY 200 AND TRUNK HIGHWAY 65 IN
 DR5098'JACOBSON, AT TRUNK HIGHWAY 200 MILE POINT 189.7.
 DR5098'
 DR5098'TO REACH 25.5 FT (7.8 M) SOUTHEAST OF TRUNK HIGHWAY 200, 1.5 FT (0.5
 DR5098'M) NORTHWEST OF A WITNESS POST.
 DR5098'
 DR5098'NOTE-THE STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM ROD
 DR5098'DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION REMOVABLE DISK
 DR5098'SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH PVC
 DR5098'PIPE BACK FILLED WITH WASHED SAND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DR5097 ***********************************************************************
 DR5097  DESIGNATION -  0106 D
 DR5097  PID         -  DR5097
 DR5097  STATE/COUNTY-  MN/AITKIN
 DR5097  COUNTRY     -  US
 DR5097  USGS QUAD   -  BALL BLUFF (2019)
 DR5097
 DR5097                         *CURRENT SURVEY CONTROL
 DR5097  ______________________________________________________________________
 DR5097* NAD 83(1986) POSITION- 46 59 57.85   (N) 093 19 23.22   (W)   HD_HELD1
 DR5097* NAVD 88 ORTHO HEIGHT -   383.504 (meters)     1258.21  (feet) ADJUSTED
 DR5097  ______________________________________________________________________
 DR5097  GEOID HEIGHT    -        -29.098 (meters)                     GEOID18
 DR5097  DYNAMIC HEIGHT  -        383.530 (meters)     1258.30  (feet) COMP
 DR5097  MODELED GRAVITY -    980,672.1   (mgal)                       NAVD 88
 DR5097
 DR5097  VERT ORDER      -  SECOND    CLASS I
 DR5097
 DR5097.The horizontal coordinates were determined by differentially corrected
 DR5097.hand held GPS observations or other comparable positioning techniques
 DR5097.and have an estimated accuracy of +/- 3 meters.
 DR5097
 DR5097.The orthometric height was determined by differential leveling and
 DR5097.adjusted by the NATIONAL GEODETIC SURVEY
 DR5097.in April 2021.
 DR5097
 DR5097.Significant digits in the geoid height do not necessarily reflect accuracy.
 DR5097.GEOID18 height accuracy estimate available here.
 DR5097
 DR5097.Click photographs - Photos may exist for this station.
 DR5097
 DR5097.The dynamic height is computed by dividing the NAVD 88
 DR5097.geopotential number by the normal gravity value computed on the
 DR5097.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DR5097.degrees latitude (g = 980.6199 gals.).
 DR5097
 DR5097.The modeled gravity was interpolated from observed gravity values.
 DR5097
 DR5097;                    North         East    Units  Estimated Accuracy
 DR5097;SPC MN C     -   322,646.3     870,493.5     MT  (+/- 3 meters HH1 GPS) 
 DR5097
 DR5097_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVN7543405148(NAD 83)
 DR5097
 DR5097                          SUPERSEDED SURVEY CONTROL
 DR5097
 DR5097.No superseded survey control is available for this station.
 DR5097
 DR5097_MARKER: F = FLANGE-ENCASED ROD
 DR5097_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DR5097_STAMPING: 0106 D 2017
 DR5097_MARK LOGO: MNDT
 DR5097_PROJECTION: RECESSED 5 CENTIMETERS
 DR5097_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DR5097_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DR5097_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DR5097+SATELLITE: SATELLITE OBSERVATIONS - April 17, 2017
 DR5097_ROD/PIPE-DEPTH: 18.3 meters
 DR5097
 DR5097  HISTORY     - Date     Condition        Report By
 DR5097  HISTORY     - 20170417 MONUMENTED       MNDT
 DR5097
 DR5097                          STATION DESCRIPTION
 DR5097
 DR5097'DESCRIBED BY MN DEPT OF TRANSP 2017
 DR5097'THE MARK IS LOCATED ABOUT 2.6 MI (4.2 KM) WEST OF JACOBSON.
 DR5097'
 DR5097'TO REACH THE MARK GO 2.9 MI (4.7 KM) WEST ALONG TRUNK HIGHWAY 200 FROM
 DR5097'THE SOUTH JUNCTION OF TRUNK HIGHWAY 200 AND TRUNK HIGHWAY 65 IN
 DR5097'JACOBSON, AT TRUNK HIGHWAY 200 MILE POINT 188.65.
 DR5097'
 DR5097'THE MARK IS 27.1 FT (8.3 M) NORTH OF TRUNK HIGHWAY 200, 16.1 FT (4.9
 DR5097'M) EAST OF AN ENTRANCE, 1.5 FT (0.5 M) SOUTH OF A WITNESS POST.
 DR5097'
 DR5097'NOTE-THE STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM ROD
 DR5097'DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION REMOVABLE DISK
 DR5097'SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH PVC
 DR5097'PIPE BACK FILLED WITH WASHED SAND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DR5094 ***********************************************************************
 DR5094  DESIGNATION -  0106 E
 DR5094  PID         -  DR5094
 DR5094  STATE/COUNTY-  MN/AITKIN
 DR5094  COUNTRY     -  US
 DR5094  USGS QUAD   -  RABEY (2019)
 DR5094
 DR5094                         *CURRENT SURVEY CONTROL
 DR5094  ______________________________________________________________________
 DR5094* NAD 83(1986) POSITION- 46 59 54.94   (N) 093 22 44.52   (W)   HD_HELD1
 DR5094* NAVD 88 ORTHO HEIGHT -   385.334 (meters)     1264.22  (feet) ADJUSTED
 DR5094  ______________________________________________________________________
 DR5094  GEOID HEIGHT    -        -29.067 (meters)                     GEOID18
 DR5094  DYNAMIC HEIGHT  -        385.361 (meters)     1264.31  (feet) COMP
 DR5094  MODELED GRAVITY -    980,671.4   (mgal)                       NAVD 88
 DR5094
 DR5094  VERT ORDER      -  SECOND    CLASS I
 DR5094
 DR5094.The horizontal coordinates were determined by differentially corrected
 DR5094.hand held GPS observations or other comparable positioning techniques
 DR5094.and have an estimated accuracy of +/- 3 meters.
 DR5094
 DR5094.The orthometric height was determined by differential leveling and
 DR5094.adjusted by the NATIONAL GEODETIC SURVEY
 DR5094.in April 2021.
 DR5094
 DR5094.Significant digits in the geoid height do not necessarily reflect accuracy.
 DR5094.GEOID18 height accuracy estimate available here.
 DR5094
 DR5094.Click photographs - Photos may exist for this station.
 DR5094
 DR5094.The dynamic height is computed by dividing the NAVD 88
 DR5094.geopotential number by the normal gravity value computed on the
 DR5094.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DR5094.degrees latitude (g = 980.6199 gals.).
 DR5094
 DR5094.The modeled gravity was interpolated from observed gravity values.
 DR5094
 DR5094;                    North         East    Units  Estimated Accuracy
 DR5094;SPC MN C     -   322,508.2     866,241.9     MT  (+/- 3 meters HH1 GPS) 
 DR5094
 DR5094_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVN7118305077(NAD 83)
 DR5094
 DR5094                          SUPERSEDED SURVEY CONTROL
 DR5094
 DR5094.No superseded survey control is available for this station.
 DR5094
 DR5094_MARKER: F = FLANGE-ENCASED ROD
 DR5094_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DR5094_STAMPING: 0106 E 2017
 DR5094_MARK LOGO: MNDT
 DR5094_PROJECTION: RECESSED 5 CENTIMETERS
 DR5094_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DR5094_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DR5094_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DR5094+SATELLITE: SATELLITE OBSERVATIONS - July 17, 2017
 DR5094_ROD/PIPE-DEPTH: 25.3 meters
 DR5094
 DR5094  HISTORY     - Date     Condition        Report By
 DR5094  HISTORY     - 20170717 MONUMENTED       MNDT
 DR5094
 DR5094                          STATION DESCRIPTION
 DR5094
 DR5094'DESCRIBED BY MN DEPT OF TRANSP 2017
 DR5094'THE MARK IS LOCATED ABOUT 5.3 MI (8.5 KM) WEST OF JACOBSON.
 DR5094'
 DR5094'TO REACH THE MARK GO 5.55 MI (8.93 KM) WEST ALONG TRUNK HIGHWAY 200
 DR5094'FROM THE SOUTH JUNCTION OF TRUNK HIGHWAY 200 AND TRUNK HIGHWAY 65 IN
 DR5094'JACOBSON, AT TRUNK HIGHWAY 200 MILE POINT 186.0.
 DR5094'
 DR5094'THE MARK IS 44.8 FT (13.7 M) SOUTH OF TRUNK HIGHWAY 200, 25.5 FT (7.8
 DR5094'M) EAST OF 250TH AVENUE, 1.5 FT (0.5 M) NORTH OF A WITNESS POST.
 DR5094'
 DR5094'NOTE-THE STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM ROD
 DR5094'DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION REMOVABLE DISK
 DR5094'SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH PVC
 DR5094'PIPE BACK FILLED WITH WASHED SAND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DR5093 ***********************************************************************
 DR5093  DESIGNATION -  0106 F
 DR5093  PID         -  DR5093
 DR5093  STATE/COUNTY-  MN/AITKIN
 DR5093  COUNTRY     -  US
 DR5093  USGS QUAD   -  RABEY (2019)
 DR5093
 DR5093                         *CURRENT SURVEY CONTROL
 DR5093  ______________________________________________________________________
 DR5093* NAD 83(1986) POSITION- 46 59 55.33   (N) 093 24 01.15   (W)   HD_HELD1
 DR5093* NAVD 88 ORTHO HEIGHT -   386.942 (meters)     1269.49  (feet) ADJUSTED
 DR5093  ______________________________________________________________________
 DR5093  GEOID HEIGHT    -        -29.056 (meters)                     GEOID18
 DR5093  DYNAMIC HEIGHT  -        386.969 (meters)     1269.58  (feet) COMP
 DR5093  MODELED GRAVITY -    980,671.2   (mgal)                       NAVD 88
 DR5093
 DR5093  VERT ORDER      -  SECOND    CLASS I
 DR5093
 DR5093.The horizontal coordinates were determined by differentially corrected
 DR5093.hand held GPS observations or other comparable positioning techniques
 DR5093.and have an estimated accuracy of +/- 3 meters.
 DR5093
 DR5093.The orthometric height was determined by differential leveling and
 DR5093.adjusted by the NATIONAL GEODETIC SURVEY
 DR5093.in April 2021.
 DR5093
 DR5093.Significant digits in the geoid height do not necessarily reflect accuracy.
 DR5093.GEOID18 height accuracy estimate available here.
 DR5093
 DR5093.Click photographs - Photos may exist for this station.
 DR5093
 DR5093.The dynamic height is computed by dividing the NAVD 88
 DR5093.geopotential number by the normal gravity value computed on the
 DR5093.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DR5093.degrees latitude (g = 980.6199 gals.).
 DR5093
 DR5093.The modeled gravity was interpolated from observed gravity values.
 DR5093
 DR5093;                    North         East    Units  Estimated Accuracy
 DR5093;SPC MN C     -   322,502.7     864,622.9     MT  (+/- 3 meters HH1 GPS) 
 DR5093
 DR5093_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVN6956405097(NAD 83)
 DR5093
 DR5093                          SUPERSEDED SURVEY CONTROL
 DR5093
 DR5093.No superseded survey control is available for this station.
 DR5093
 DR5093_MARKER: F = FLANGE-ENCASED ROD
 DR5093_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DR5093_STAMPING: 0106 F 2017
 DR5093_MARK LOGO: MNDT
 DR5093_PROJECTION: RECESSED 5 CENTIMETERS
 DR5093_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DR5093_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DR5093_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DR5093+SATELLITE: SATELLITE OBSERVATIONS - July 18, 2017
 DR5093_ROD/PIPE-DEPTH: 19.8 meters
 DR5093
 DR5093  HISTORY     - Date     Condition        Report By
 DR5093  HISTORY     - 20170718 MONUMENTED       MNDT
 DR5093
 DR5093                          STATION DESCRIPTION
 DR5093
 DR5093'DESCRIBED BY MN DEPT OF TRANSP 2017
 DR5093'THE MARK IS LOCATED ABOUT 6.2 MI (10.0 KM) WEST OF JACOBSON.
 DR5093'
 DR5093'TO REACH THE MARK GO 6.55 MI (10.54 KM) WEST ALONG TRUNK HIGHWAY 200
 DR5093'FROM THE SOUTH JUNCTION OF TRUNK HIGHWAY 200 AND TRUNK HIGHWAY 65 IN
 DR5093'JACOBSON, AT TRUNK HIGHWAY 200 MILE POINT 185.0.
 DR5093'
 DR5093'THE MARK IS 27.9 FT (8.5 M) NORTH OF TRUNK HIGHWAY 200, 16.5 FT (5.0
 DR5093'M) WEST OF AN ENTRANCE, 76.6 FT (23.3 M) NORTHEAST OF MILEPOST 185,
 DR5093'5.0 FT (1.5 M) SOUTH OF A WITNESS POST.
 DR5093'
 DR5093'NOTE-THE STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM ROD
 DR5093'DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION REMOVABLE DISK
 DR5093'SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH PVC
 DR5093'PIPE BACK FILLED WITH WASHED SAND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DR5090 ***********************************************************************
 DR5090  DESIGNATION -  0106 G
 DR5090  PID         -  DR5090
 DR5090  STATE/COUNTY-  MN/AITKIN
 DR5090  COUNTRY     -  US
 DR5090  USGS QUAD   -  SPLIT HAND LAKE (2019)
 DR5090
 DR5090                         *CURRENT SURVEY CONTROL
 DR5090  ______________________________________________________________________
 DR5090* NAD 83(1986) POSITION- 47 00 03.89   (N) 093 26 48.61   (W)   HD_HELD1
 DR5090* NAVD 88 ORTHO HEIGHT -   389.309 (meters)     1277.26  (feet) ADJUSTED
 DR5090  ______________________________________________________________________
 DR5090  GEOID HEIGHT    -        -29.034 (meters)                     GEOID18
 DR5090  DYNAMIC HEIGHT  -        389.334 (meters)     1277.34  (feet) COMP
 DR5090  MODELED GRAVITY -    980,667.1   (mgal)                       NAVD 88
 DR5090
 DR5090  VERT ORDER      -  SECOND    CLASS I
 DR5090
 DR5090.The horizontal coordinates were determined by differentially corrected
 DR5090.hand held GPS observations or other comparable positioning techniques
 DR5090.and have an estimated accuracy of +/- 3 meters.
 DR5090
 DR5090.The orthometric height was determined by differential leveling and
 DR5090.adjusted by the NATIONAL GEODETIC SURVEY
 DR5090.in April 2021.
 DR5090
 DR5090.Significant digits in the geoid height do not necessarily reflect accuracy.
 DR5090.GEOID18 height accuracy estimate available here.
 DR5090
 DR5090.Click photographs - Photos may exist for this station.
 DR5090
 DR5090.The dynamic height is computed by dividing the NAVD 88
 DR5090.geopotential number by the normal gravity value computed on the
 DR5090.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DR5090.degrees latitude (g = 980.6199 gals.).
 DR5090
 DR5090.The modeled gravity was interpolated from observed gravity values.
 DR5090
 DR5090;                    North         East    Units  Estimated Accuracy
 DR5090;SPC MN C     -   322,730.1     861,082.5     MT  (+/- 3 meters HH1 GPS) 
 DR5090
 DR5090_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVN6602905381(NAD 83)
 DR5090
 DR5090                          SUPERSEDED SURVEY CONTROL
 DR5090
 DR5090.No superseded survey control is available for this station.
 DR5090
 DR5090_MARKER: F = FLANGE-ENCASED ROD
 DR5090_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DR5090_STAMPING: 0106 G 2017
 DR5090_MARK LOGO: MNDT
 DR5090_PROJECTION: RECESSED 5 CENTIMETERS
 DR5090_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DR5090_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DR5090_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DR5090+SATELLITE: SATELLITE OBSERVATIONS - July 18, 2017
 DR5090_ROD/PIPE-DEPTH: 9.8 meters
 DR5090
 DR5090  HISTORY     - Date     Condition        Report By
 DR5090  HISTORY     - 20170718 MONUMENTED       MNDT
 DR5090
 DR5090                          STATION DESCRIPTION
 DR5090
 DR5090'DESCRIBED BY MN DEPT OF TRANSP 2017
 DR5090'THE MARK IS LOCATED ABOUT 8.3 MI (13.4 KM) WEST OF JACOBSON.
 DR5090'
 DR5090'TO REACH THE MARK GO 8.75 MI (14.08 KM) WEST ALONG TRUNK HIGHWAY 200
 DR5090'FROM THE SOUTH JUNCTION OF TRUNK HIGHWAY 200 AND TRUNK HIGHWAY 65 IN
 DR5090'JACOBSON, AT TRUNK HIGHWAY 200 MILE POINT 182.8.
 DR5090'
 DR5090'THE MARK IS 23.5 FT (7.2 M) SOUTH OF TRUNK HIGHWAY 200, 5.0 FT (1.5 M)
 DR5090'NORTH OF A WITNESS POST.
 DR5090'
 DR5090'NOTE-THE STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM ROD
 DR5090'DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION REMOVABLE DISK
 DR5090'SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH PVC
 DR5090'PIPE BACK FILLED WITH WASHED SAND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DR5089 ***********************************************************************
 DR5089  DESIGNATION -  0106 H
 DR5089  PID         -  DR5089
 DR5089  STATE/COUNTY-  MN/AITKIN
 DR5089  COUNTRY     -  US
 DR5089  USGS QUAD   -  SPLIT HAND LAKE (2019)
 DR5089
 DR5089                         *CURRENT SURVEY CONTROL
 DR5089  ______________________________________________________________________
 DR5089* NAD 83(1986) POSITION- 47 00 03.95   (N) 093 28 01.65   (W)   HD_HELD1
 DR5089* NAVD 88 ORTHO HEIGHT -   389.234 (meters)     1277.01  (feet) ADJUSTED
 DR5089  ______________________________________________________________________
 DR5089  GEOID HEIGHT    -        -29.023 (meters)                     GEOID18
 DR5089  DYNAMIC HEIGHT  -        389.259 (meters)     1277.09  (feet) COMP
 DR5089  MODELED GRAVITY -    980,666.7   (mgal)                       NAVD 88
 DR5089
 DR5089  VERT ORDER      -  SECOND    CLASS I
 DR5089
 DR5089.The horizontal coordinates were determined by differentially corrected
 DR5089.hand held GPS observations or other comparable positioning techniques
 DR5089.and have an estimated accuracy of +/- 3 meters.
 DR5089
 DR5089.The orthometric height was determined by differential leveling and
 DR5089.adjusted by the NATIONAL GEODETIC SURVEY
 DR5089.in April 2021.
 DR5089
 DR5089.Significant digits in the geoid height do not necessarily reflect accuracy.
 DR5089.GEOID18 height accuracy estimate available here.
 DR5089
 DR5089.Click photographs - Photos may exist for this station.
 DR5089
 DR5089.The dynamic height is computed by dividing the NAVD 88
 DR5089.geopotential number by the normal gravity value computed on the
 DR5089.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DR5089.degrees latitude (g = 980.6199 gals.).
 DR5089
 DR5089.The modeled gravity was interpolated from observed gravity values.
 DR5089
 DR5089;                    North         East    Units  Estimated Accuracy
 DR5089;SPC MN C     -   322,716.5     859,539.5     MT  (+/- 3 meters HH1 GPS) 
 DR5089
 DR5089_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVN6448705391(NAD 83)
 DR5089
 DR5089                          SUPERSEDED SURVEY CONTROL
 DR5089
 DR5089.No superseded survey control is available for this station.
 DR5089
 DR5089_MARKER: F = FLANGE-ENCASED ROD
 DR5089_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DR5089_STAMPING: 0106 H 2017
 DR5089_MARK LOGO: MNDT
 DR5089_PROJECTION: RECESSED 5 CENTIMETERS
 DR5089_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DR5089_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DR5089_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DR5089+SATELLITE: SATELLITE OBSERVATIONS - July 18, 2017
 DR5089_ROD/PIPE-DEPTH: 21.9 meters
 DR5089
 DR5089  HISTORY     - Date     Condition        Report By
 DR5089  HISTORY     - 20170718 MONUMENTED       MNDT
 DR5089
 DR5089                          STATION DESCRIPTION
 DR5089
 DR5089'DESCRIBED BY MN DEPT OF TRANSP 2017
 DR5089'THE MARK IS LOCATED ABOUT 6.6 MI (10.6 KM) EAST OF HILL CITY.
 DR5089'
 DR5089'TO REACH THE MARK GO 6.65 MI (10.70 KM) EAST ALONG TRUNK HIGHWAY 200
 DR5089'FROM THE JUNCTION OF TRUNK HIGHWAY 200 AND TRUNK HIGHWAY 169 IN HILL
 DR5089'CITY, AT TRUNK HIGHWAY 200 MILE POINT 181.8.
 DR5089'
 DR5089'THE MARK IS LOCATED 23.2 FT (7.1 M) NORTH OF TRUNK HIGHWAY 200, 9.8 FT
 DR5089'(3.0 M) EAST OF WASHBURN LAKE FOREST ROAD, 3.0 FT (0.9 M) SOUTH OF A
 DR5089'WITNESS POST.
 DR5089'
 DR5089'NOTE-THE STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM ROD
 DR5089'DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION REMOVABLE DISK
 DR5089'SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH PVC
 DR5089'PIPE BACK FILLED WITH WASHED SAND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DR5086 ***********************************************************************
 DR5086  DESIGNATION -  0106 J
 DR5086  PID         -  DR5086
 DR5086  STATE/COUNTY-  MN/AITKIN
 DR5086  COUNTRY     -  US
 DR5086  USGS QUAD   -  MOUNTAIN ASH LAKE (2019)
 DR5086
 DR5086                         *CURRENT SURVEY CONTROL
 DR5086  ______________________________________________________________________
 DR5086* NAD 83(1986) POSITION- 47 00 02.78   (N) 093 30 36.28   (W)   HD_HELD1
 DR5086* NAVD 88 ORTHO HEIGHT -   412.707 (meters)     1354.02  (feet) ADJUSTED
 DR5086  ______________________________________________________________________
 DR5086  GEOID HEIGHT    -        -28.995 (meters)                     GEOID18
 DR5086  DYNAMIC HEIGHT  -        412.733 (meters)     1354.11  (feet) COMP
 DR5086  MODELED GRAVITY -    980,664.6   (mgal)                       NAVD 88
 DR5086
 DR5086  VERT ORDER      -  SECOND    CLASS I
 DR5086
 DR5086.The horizontal coordinates were determined by differentially corrected
 DR5086.hand held GPS observations or other comparable positioning techniques
 DR5086.and have an estimated accuracy of +/- 3 meters.
 DR5086
 DR5086.The orthometric height was determined by differential leveling and
 DR5086.adjusted by the NATIONAL GEODETIC SURVEY
 DR5086.in April 2021.
 DR5086
 DR5086.Significant digits in the geoid height do not necessarily reflect accuracy.
 DR5086.GEOID18 height accuracy estimate available here.
 DR5086
 DR5086.Click photographs - Photos may exist for this station.
 DR5086
 DR5086.The dynamic height is computed by dividing the NAVD 88
 DR5086.geopotential number by the normal gravity value computed on the
 DR5086.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DR5086.degrees latitude (g = 980.6199 gals.).
 DR5086
 DR5086.The modeled gravity was interpolated from observed gravity values.
 DR5086
 DR5086;                    North         East    Units  Estimated Accuracy
 DR5086;SPC MN C     -   322,649.0     856,273.3     MT  (+/- 3 meters HH1 GPS) 
 DR5086
 DR5086_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVN6122105376(NAD 83)
 DR5086
 DR5086                          SUPERSEDED SURVEY CONTROL
 DR5086
 DR5086.No superseded survey control is available for this station.
 DR5086
 DR5086_MARKER: F = FLANGE-ENCASED ROD
 DR5086_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DR5086_STAMPING: 0106 J 2017
 DR5086_MARK LOGO: MNDT
 DR5086_PROJECTION: RECESSED 5 CENTIMETERS
 DR5086_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DR5086_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DR5086_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DR5086+SATELLITE: SATELLITE OBSERVATIONS - July 18, 2017
 DR5086_ROD/PIPE-DEPTH: 8.8 meters
 DR5086
 DR5086  HISTORY     - Date     Condition        Report By
 DR5086  HISTORY     - 20170718 MONUMENTED       MNDT
 DR5086
 DR5086                          STATION DESCRIPTION
 DR5086
 DR5086'DESCRIBED BY MN DEPT OF TRANSP 2017
 DR5086'THE MARK IS LOCATED ABOUT 4.2 MI (6.8 KM) EAST OF HILL CITY.
 DR5086'
 DR5086'TO REACH THE MARK GO 4.6 MI (7.4 KM) EAST ALONG TRUNK HIGHWAY 200 FROM
 DR5086'THE JUNCTION OF TRUNK HIGHWAY 200 AND TRUNK HIGHWAY 169 IN HILL CITY,
 DR5086'AT TRUNK HIGHWAY 200 MILE POINT 179.8.
 DR5086'
 DR5086'THE MARK IS 22.2 FT (6.8 M) NORTH OF TRUNK HIGHWAY 200, 80.7 FT (24.6
 DR5086'M) EAST OF AN ENTRANCE, 5.0 FT (1.5 M) SOUTH OF A WITNESS POST.
 DR5086'
 DR5086'NOTE-THE STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM ROD
 DR5086'DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION REMOVABLE DISK
 DR5086'SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH PVC
 DR5086'PIPE BACK FILLED WITH WASHED SAND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DR5085 ***********************************************************************
 DR5085  DESIGNATION -  0106 K
 DR5085  PID         -  DR5085
 DR5085  STATE/COUNTY-  MN/AITKIN
 DR5085  COUNTRY     -  US
 DR5085  USGS QUAD   -  HILL CITY (2019)
 DR5085
 DR5085                         *CURRENT SURVEY CONTROL
 DR5085  ______________________________________________________________________
 DR5085* NAD 83(1986) POSITION- 46 59 48.73   (N) 093 31 44.74   (W)   HD_HELD1
 DR5085* NAVD 88 ORTHO HEIGHT -   413.056 (meters)     1355.17  (feet) ADJUSTED
 DR5085  ______________________________________________________________________
 DR5085  GEOID HEIGHT    -        -28.977 (meters)                     GEOID18
 DR5085  DYNAMIC HEIGHT  -        413.084 (meters)     1355.26  (feet) COMP
 DR5085  MODELED GRAVITY -    980,669.3   (mgal)                       NAVD 88
 DR5085
 DR5085  VERT ORDER      -  SECOND    CLASS I
 DR5085
 DR5085.The horizontal coordinates were determined by differentially corrected
 DR5085.hand held GPS observations or other comparable positioning techniques
 DR5085.and have an estimated accuracy of +/- 3 meters.
 DR5085
 DR5085.The orthometric height was determined by differential leveling and
 DR5085.adjusted by the NATIONAL GEODETIC SURVEY
 DR5085.in April 2021.
 DR5085
 DR5085.Significant digits in the geoid height do not necessarily reflect accuracy.
 DR5085.GEOID18 height accuracy estimate available here.
 DR5085
 DR5085.Click photographs - Photos may exist for this station.
 DR5085
 DR5085.The dynamic height is computed by dividing the NAVD 88
 DR5085.geopotential number by the normal gravity value computed on the
 DR5085.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DR5085.degrees latitude (g = 980.6199 gals.).
 DR5085
 DR5085.The modeled gravity was interpolated from observed gravity values.
 DR5085
 DR5085;                    North         East    Units  Estimated Accuracy
 DR5085;SPC MN C     -   322,201.8     854,831.0     MT  (+/- 3 meters HH1 GPS) 
 DR5085
 DR5085_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVN5977204952(NAD 83)
 DR5085
 DR5085                          SUPERSEDED SURVEY CONTROL
 DR5085
 DR5085.No superseded survey control is available for this station.
 DR5085
 DR5085_MARKER: F = FLANGE-ENCASED ROD
 DR5085_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DR5085_STAMPING: 0106 K 2017
 DR5085_MARK LOGO: MNDT
 DR5085_PROJECTION: RECESSED 5 CENTIMETERS
 DR5085_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DR5085_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DR5085_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DR5085+SATELLITE: SATELLITE OBSERVATIONS - July 18, 2017
 DR5085_ROD/PIPE-DEPTH: 9.8 meters
 DR5085
 DR5085  HISTORY     - Date     Condition        Report By
 DR5085  HISTORY     - 20170718 MONUMENTED       MNDT
 DR5085
 DR5085                          STATION DESCRIPTION
 DR5085
 DR5085'DESCRIBED BY MN DEPT OF TRANSP 2017
 DR5085'THE MARK IS LOCATED ABOUT 3.4 MI (5.5 KM) EAST OF HILL CITY.
 DR5085'
 DR5085'TO REACH THE MARK GO 3.65 MI (5.87 KM) EAST ALONG TRUNK HIGHWAY 200
 DR5085'FROM THE JUNCTION OF TRUNK HIGHWAY 200 AND TRUNK HIGHWAY 169 IN HILL
 DR5085'CITY, AT TRUNK HIGHWAY 200 MILE POINT 178.85.
 DR5085'
 DR5085'THE MARK IS 51.1 FT (15.6 M) SOUTH OF TRUNK HIGHWAY 200, 25.4 FT (7.7
 DR5085'M) EAST OF FOREST ROAD, 1.5 FT (0.5 M) NORTH OF A WITNESS POST.
 DR5085'
 DR5085'NOTE-THE STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM ROD
 DR5085'DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION REMOVABLE DISK
 DR5085'SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH PVC
 DR5085'PIPE BACK FILLED WITH WASHED SAND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DR5084 ***********************************************************************
 DR5084  DESIGNATION -  0106 L
 DR5084  PID         -  DR5084
 DR5084  STATE/COUNTY-  MN/AITKIN
 DR5084  COUNTRY     -  US
 DR5084  USGS QUAD   -  HILL CITY (2019)
 DR5084
 DR5084                         *CURRENT SURVEY CONTROL
 DR5084  ______________________________________________________________________
 DR5084* NAD 83(1986) POSITION- 46 59 48.25   (N) 093 32 47.22   (W)   HD_HELD1
 DR5084* NAVD 88 ORTHO HEIGHT -   396.940 (meters)     1302.29  (feet) ADJUSTED
 DR5084  ______________________________________________________________________
 DR5084  GEOID HEIGHT    -        -28.969 (meters)                     GEOID18
 DR5084  DYNAMIC HEIGHT  -        396.966 (meters)     1302.38  (feet) COMP
 DR5084  MODELED GRAVITY -    980,668.7   (mgal)                       NAVD 88
 DR5084
 DR5084  VERT ORDER      -  SECOND    CLASS I
 DR5084
 DR5084.The horizontal coordinates were determined by differentially corrected
 DR5084.hand held GPS observations or other comparable positioning techniques
 DR5084.and have an estimated accuracy of +/- 3 meters.
 DR5084
 DR5084.The orthometric height was determined by differential leveling and
 DR5084.adjusted by the NATIONAL GEODETIC SURVEY
 DR5084.in April 2021.
 DR5084
 DR5084.Significant digits in the geoid height do not necessarily reflect accuracy.
 DR5084.GEOID18 height accuracy estimate available here.
 DR5084
 DR5084.Click photographs - Photos may exist for this station.
 DR5084
 DR5084.The dynamic height is computed by dividing the NAVD 88
 DR5084.geopotential number by the normal gravity value computed on the
 DR5084.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DR5084.degrees latitude (g = 980.6199 gals.).
 DR5084
 DR5084.The modeled gravity was interpolated from observed gravity values.
 DR5084
 DR5084;                    North         East    Units  Estimated Accuracy
 DR5084;SPC MN C     -   322,175.1     853,511.2     MT  (+/- 3 meters HH1 GPS) 
 DR5084
 DR5084_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVN5845304946(NAD 83)
 DR5084
 DR5084                          SUPERSEDED SURVEY CONTROL
 DR5084
 DR5084.No superseded survey control is available for this station.
 DR5084
 DR5084_MARKER: F = FLANGE-ENCASED ROD
 DR5084_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DR5084_STAMPING: 0106 L 2017
 DR5084_MARK LOGO: MNDT
 DR5084_PROJECTION: RECESSED 5 CENTIMETERS
 DR5084_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DR5084_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DR5084_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DR5084+SATELLITE: SATELLITE OBSERVATIONS - July 18, 2017
 DR5084_ROD/PIPE-DEPTH: 19.5 meters
 DR5084
 DR5084  HISTORY     - Date     Condition        Report By
 DR5084  HISTORY     - 20170718 MONUMENTED       MNDT
 DR5084
 DR5084                          STATION DESCRIPTION
 DR5084
 DR5084'DESCRIBED BY MN DEPT OF TRANSP 2017
 DR5084'THE MARK IS LOCATED ABOUT 2.5 MI (4.0 KM) EAST OF HILL CITY.
 DR5084'
 DR5084'TO REACH THE MARK GO 2.85 MI (4.59 KM) EAST ALONG TRUNK HIGHWAY 200
 DR5084'FROM THE JUNCTION OF TRUNK HIGHWAY 200 AND TRUNK HIGHWAY 169 IN HILL
 DR5084'CITY, AT TRUNK HIGHWAY 200 MILE POINT 178.05.
 DR5084'
 DR5084'THE MARK IS 24.8 FT (7.6 M) NORTH OF TRUNK HIGHWAY 200, 16.4 FT (5.0
 DR5084'M) WEST OF AN ENTRANCE, 1.5 FT (0.5 M) SOUTH OF A WITNESS POST.
 DR5084'
 DR5084'NOTE-THE STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM ROD
 DR5084'DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION REMOVABLE DISK
 DR5084'SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH PVC
 DR5084'PIPE BACK FILLED WITH WASHED SAND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DR5081 ***********************************************************************
 DR5081  DESIGNATION -  0106 M
 DR5081  PID         -  DR5081
 DR5081  STATE/COUNTY-  MN/AITKIN
 DR5081  COUNTRY     -  US
 DR5081  USGS QUAD   -  HILL CITY (2019)
 DR5081
 DR5081                         *CURRENT SURVEY CONTROL
 DR5081  ______________________________________________________________________
 DR5081* NAD 83(1986) POSITION- 46 59 15.25   (N) 093 35 16.94   (W)   HD_HELD1
 DR5081* NAVD 88 ORTHO HEIGHT -   394.618 (meters)     1294.68  (feet) ADJUSTED
 DR5081  ______________________________________________________________________
 DR5081  GEOID HEIGHT    -        -28.925 (meters)                     GEOID18
 DR5081  DYNAMIC HEIGHT  -        394.643 (meters)     1294.76  (feet) COMP
 DR5081  MODELED GRAVITY -    980,666.9   (mgal)                       NAVD 88
 DR5081
 DR5081  VERT ORDER      -  SECOND    CLASS I
 DR5081
 DR5081.The horizontal coordinates were determined by differentially corrected
 DR5081.hand held GPS observations or other comparable positioning techniques
 DR5081.and have an estimated accuracy of +/- 3 meters.
 DR5081
 DR5081.The orthometric height was determined by differential leveling and
 DR5081.adjusted by the NATIONAL GEODETIC SURVEY
 DR5081.in April 2021.
 DR5081
 DR5081.Significant digits in the geoid height do not necessarily reflect accuracy.
 DR5081.GEOID18 height accuracy estimate available here.
 DR5081
 DR5081.Click photographs - Photos may exist for this station.
 DR5081
 DR5081.The dynamic height is computed by dividing the NAVD 88
 DR5081.geopotential number by the normal gravity value computed on the
 DR5081.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DR5081.degrees latitude (g = 980.6199 gals.).
 DR5081
 DR5081.The modeled gravity was interpolated from observed gravity values.
 DR5081
 DR5081;                    North         East    Units  Estimated Accuracy
 DR5081;SPC MN C     -   321,128.8     850,356.5     MT  (+/- 3 meters HH1 GPS) 
 DR5081
 DR5081_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVN5528303950(NAD 83)
 DR5081
 DR5081                          SUPERSEDED SURVEY CONTROL
 DR5081
 DR5081.No superseded survey control is available for this station.
 DR5081
 DR5081_MARKER: F = FLANGE-ENCASED ROD
 DR5081_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DR5081_STAMPING: 0106 M 2017
 DR5081_MARK LOGO: MNDT
 DR5081_PROJECTION: RECESSED 8 CENTIMETERS
 DR5081_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DR5081_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DR5081_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DR5081+SATELLITE: SATELLITE OBSERVATIONS - July 18, 2017
 DR5081_ROD/PIPE-DEPTH: 13.4 meters
 DR5081
 DR5081  HISTORY     - Date     Condition        Report By
 DR5081  HISTORY     - 20170718 MONUMENTED       MNDT
 DR5081
 DR5081                          STATION DESCRIPTION
 DR5081
 DR5081'DESCRIBED BY MN DEPT OF TRANSP 2017
 DR5081'THE MARK IS LOCATED ABOUT 0.5 MI (0.8 KM) EAST OF HILL CITY.
 DR5081'
 DR5081'TO REACH THE MARK GO 0.8 MI (1.3 KM) EAST ALONG TRUNK HIGHWAY 200 FROM
 DR5081'THE JUNCTION OF TRUNK HIGHWAY 200 AND TRUNK HIGHWAY 169 IN HILL CITY,
 DR5081'AT TRUNK HIGHWAY 200 MILE POINT 176.0.
 DR5081'
 DR5081'THE MARK IS 27.8 FT (8.5 M) NORTH-NORTHWEST OF TRUNK HIGHWAY 200, 22.2
 DR5081'FT (6.8 M) EAST OF 670TH STREET EXTENDED, 4.8 FT (1.5 M)
 DR5081'SOUTH-SOUTHEAST OF A WITNESS POST.
 DR5081'
 DR5081'NOTE-THE STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM ROD
 DR5081'DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION REMOVABLE DISK
 DR5081'SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH PVC
 DR5081'PIPE BACK FILLED WITH WASHED SAND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DQ9956 ***********************************************************************
 DQ9956  DESIGNATION -  0107 A
 DQ9956  PID         -  DQ9956
 DQ9956  STATE/COUNTY-  MN/AITKIN
 DQ9956  COUNTRY     -  US
 DQ9956  USGS QUAD   -  ISLAND (2019)
 DQ9956
 DQ9956                         *CURRENT SURVEY CONTROL
 DQ9956  ______________________________________________________________________
 DQ9956* NAD 83(1986) POSITION- 46 59 52.71   (N) 093 06 34.90   (W)   HD_HELD1
 DQ9956* NAVD 88 ORTHO HEIGHT -   386.150 (meters)     1266.89  (feet) ADJUSTED
 DQ9956  ______________________________________________________________________
 DQ9956  GEOID HEIGHT    -        -29.195 (meters)                     GEOID18
 DQ9956  DYNAMIC HEIGHT  -        386.177 (meters)     1266.98  (feet) COMP
 DQ9956  MODELED GRAVITY -    980,670.3   (mgal)                       NAVD 88
 DQ9956
 DQ9956  VERT ORDER      -  SECOND    CLASS I
 DQ9956
 DQ9956.The horizontal coordinates were determined by differentially corrected
 DQ9956.hand held GPS observations or other comparable positioning techniques
 DQ9956.and have an estimated accuracy of +/- 3 meters.
 DQ9956
 DQ9956.The orthometric height was determined by differential leveling and
 DQ9956.adjusted by the NATIONAL GEODETIC SURVEY
 DQ9956.in April 2021.
 DQ9956
 DQ9956.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ9956.GEOID18 height accuracy estimate available here.
 DQ9956
 DQ9956.Click photographs - Photos may exist for this station.
 DQ9956
 DQ9956.The dynamic height is computed by dividing the NAVD 88
 DQ9956.geopotential number by the normal gravity value computed on the
 DQ9956.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ9956.degrees latitude (g = 980.6199 gals.).
 DQ9956
 DQ9956.The modeled gravity was interpolated from observed gravity values.
 DQ9956
 DQ9956;                    North         East    Units  Estimated Accuracy
 DQ9956;SPC MN C     -   322,699.4     886,726.4     MT  (+/- 3 meters HH1 GPS) 
 DQ9956
 DQ9956_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVN9166004944(NAD 83)
 DQ9956
 DQ9956                          SUPERSEDED SURVEY CONTROL
 DQ9956
 DQ9956.No superseded survey control is available for this station.
 DQ9956
 DQ9956_MARKER: F = FLANGE-ENCASED ROD
 DQ9956_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DQ9956_STAMPING: 0107 A 2017
 DQ9956_MARK LOGO: MNDT
 DQ9956_PROJECTION: RECESSED 5 CENTIMETERS
 DQ9956_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DQ9956_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ9956_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ9956+SATELLITE: SATELLITE OBSERVATIONS - December 07, 2022
 DQ9956_ROD/PIPE-DEPTH: 19.2 meters
 DQ9956
 DQ9956  HISTORY     - Date     Condition        Report By
 DQ9956  HISTORY     - 20170712 MONUMENTED       MNDT
 DQ9956  HISTORY     - 20221207 GOOD             MNDT
 DQ9956
 DQ9956                          STATION DESCRIPTION
 DQ9956
 DQ9956'DESCRIBED BY MN DEPT OF TRANSP 2017
 DQ9956'THE MARK IS LOCATED ABOUT 10.2 MI (16.4 KM) NORTHWEST OF FLOODWOOD.
 DQ9956'
 DQ9956'TO REACH THE MARK GO 2.1 MI (3.4 KM) WEST-SOUTHWEST ALONG TRUNK
 DQ9956'HIGHWAY 200 FROM THE JUNCTION OF TRUNK HIGHWAY 200 AND TRUNK HIGHWAY 2
 DQ9956'(THE JUNCTION IS 10.0 MI (16.1 KM) NORTHWEST OF FLOODWOOD), AT TRUNK
 DQ9956'HIGHWAY 200 MILE POINT 198.2.
 DQ9956'
 DQ9956'THE MARK IS LOCATED 24.9 FT (7.6 M) SOUTH-SOUTHEAST OF TRUNK HIGHWAY
 DQ9956'200, 5.0 FT (1.5 M) NORTH-NORTHWEST OF A WITNESS POST.
 DQ9956'
 DQ9956'NOTE-THE STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM ROD
 DQ9956'DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION REMOVABLE DISK
 DQ9956'SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH PVC
 DQ9956'PIPE BACK FILLED WITH WASHED SAND.
 DQ9956
 DQ9956                          STATION RECOVERY (2022)
 DQ9956
 DQ9956'RECOVERY NOTE BY MN DEPT OF TRANSP 2022 (ARH)
 DQ9956'10.2 MI (16.4 KM) NORTHWEST OF FLOODWOOD, 2.1 MI (3.4 KM)
 DQ9956'WEST-SOUTHWEST ALONG TRUNK HIGHWAY 200 FROM THE JUNCTION OF TRUNK
 DQ9956'HIGHWAY 200 AND TRUNK HIGHWAY 2 (THE JUNCTION IS 10.0 MI (16.1 KM)
 DQ9956'NORTHWEST OF FLOODWOOD), AT TRUNK HIGHWAY 200 MILE POINT 198.2, 24.9
 DQ9956'FT (7.6 M) SOUTH-SOUTHEAST OF TRUNK HIGHWAY 200, 5.0 FT (1.5 M)
 DQ9956'NORTH-NORTHWEST OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DQ9953 ***********************************************************************
 DQ9953  DESIGNATION -  0107 B
 DQ9953  PID         -  DQ9953
 DQ9953  STATE/COUNTY-  MN/AITKIN
 DQ9953  COUNTRY     -  US
 DQ9953  USGS QUAD   -  VANDUSE LAKE (2019)
 DQ9953
 DQ9953                         *CURRENT SURVEY CONTROL
 DQ9953  ______________________________________________________________________
 DQ9953* NAD 83(1986) POSITION- 46 59 49.83   (N) 093 09 21.96   (W)   HD_HELD1
 DQ9953* NAVD 88 ORTHO HEIGHT -   381.032 (meters)     1250.10  (feet) ADJUSTED
 DQ9953  ______________________________________________________________________
 DQ9953  GEOID HEIGHT    -        -29.170 (meters)                     GEOID18
 DQ9953  DYNAMIC HEIGHT  -        381.059 (meters)     1250.19  (feet) COMP
 DQ9953  MODELED GRAVITY -    980,670.8   (mgal)                       NAVD 88
 DQ9953
 DQ9953  VERT ORDER      -  SECOND    CLASS I
 DQ9953
 DQ9953.The horizontal coordinates were determined by differentially corrected
 DQ9953.hand held GPS observations or other comparable positioning techniques
 DQ9953.and have an estimated accuracy of +/- 3 meters.
 DQ9953
 DQ9953.The orthometric height was determined by differential leveling and
 DQ9953.adjusted by the NATIONAL GEODETIC SURVEY
 DQ9953.in April 2021.
 DQ9953
 DQ9953.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ9953.GEOID18 height accuracy estimate available here.
 DQ9953
 DQ9953.Click photographs - Photos may exist for this station.
 DQ9953
 DQ9953.The dynamic height is computed by dividing the NAVD 88
 DQ9953.geopotential number by the normal gravity value computed on the
 DQ9953.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ9953.degrees latitude (g = 980.6199 gals.).
 DQ9953
 DQ9953.The modeled gravity was interpolated from observed gravity values.
 DQ9953
 DQ9953;                    North         East    Units  Estimated Accuracy
 DQ9953;SPC MN C     -   322,560.7     883,198.5     MT  (+/- 3 meters HH1 GPS) 
 DQ9953
 DQ9953_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVN8813104862(NAD 83)
 DQ9953
 DQ9953                          SUPERSEDED SURVEY CONTROL
 DQ9953
 DQ9953.No superseded survey control is available for this station.
 DQ9953
 DQ9953_MARKER: F = FLANGE-ENCASED ROD
 DQ9953_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DQ9953_STAMPING: 0107 B 2017
 DQ9953_MARK LOGO: MNDT
 DQ9953_PROJECTION: RECESSED 5 CENTIMETERS
 DQ9953_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DQ9953_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ9953_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ9953+SATELLITE: SATELLITE OBSERVATIONS - July 12, 2017
 DQ9953_ROD/PIPE-DEPTH: 7.3 meters
 DQ9953
 DQ9953  HISTORY     - Date     Condition        Report By
 DQ9953  HISTORY     - 20170712 MONUMENTED       MNDT
 DQ9953
 DQ9953                          STATION DESCRIPTION
 DQ9953
 DQ9953'DESCRIBED BY MN DEPT OF TRANSP 2017
 DQ9953'THE MARK IS LOCATED ABOUT 5.0 MI (8.0 KM) EAST OF JACOBSON.
 DQ9953'
 DQ9953'TO REACH THE MARK GO 5.05 MI (8.13 KM) EAST ALONG TRUNK HIGHWAY 200
 DQ9953'FROM THE NORTH JUNCTION OF TRUNK HIGHWAY 200 AND TRUNK HIGHWAY 65 IN
 DQ9953'JACOBSON, AT TRUNK HIGHWAY 200 MILE POINT 197.0.
 DQ9953'
 DQ9953'THE MARK IS LOCATED 52.3 FT (15.9 M) SOUTH OF TRUNK HIGHWAY 200, 16.4
 DQ9953'FT (5.0 M) WEST OF A FIELD ENTRANCE, 1.5 FT (0.5 M) EAST OF A WITNESS
 DQ9953'POST.
 DQ9953'
 DQ9953'NOTE-THE STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM ROD
 DQ9953'DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION REMOVABLE DISK
 DQ9953'SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH PVC
 DQ9953'PIPE BACK FILLED WITH WASHED SAND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DQ9952 ***********************************************************************
 DQ9952  DESIGNATION -  0107 C
 DQ9952  PID         -  DQ9952
 DQ9952  STATE/COUNTY-  MN/AITKIN
 DQ9952  COUNTRY     -  US
 DQ9952  USGS QUAD   -  VANDUSE LAKE (2019)
 DQ9952
 DQ9952                         *CURRENT SURVEY CONTROL
 DQ9952  ______________________________________________________________________
 DQ9952* NAD 83(1986) POSITION- 46 59 49.09   (N) 093 10 23.15   (W)   HD_HELD1
 DQ9952* NAVD 88 ORTHO HEIGHT -   381.059 (meters)     1250.19  (feet) ADJUSTED
 DQ9952  ______________________________________________________________________
 DQ9952  GEOID HEIGHT    -        -29.161 (meters)                     GEOID18
 DQ9952  DYNAMIC HEIGHT  -        381.085 (meters)     1250.28  (feet) COMP
 DQ9952  MODELED GRAVITY -    980,671.1   (mgal)                       NAVD 88
 DQ9952
 DQ9952  VERT ORDER      -  SECOND    CLASS I
 DQ9952
 DQ9952.The horizontal coordinates were determined by differentially corrected
 DQ9952.hand held GPS observations or other comparable positioning techniques
 DQ9952.and have an estimated accuracy of +/- 3 meters.
 DQ9952
 DQ9952.The orthometric height was determined by differential leveling and
 DQ9952.adjusted by the NATIONAL GEODETIC SURVEY
 DQ9952.in April 2021.
 DQ9952
 DQ9952.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ9952.GEOID18 height accuracy estimate available here.
 DQ9952
 DQ9952.Click photographs - Photos may exist for this station.
 DQ9952
 DQ9952.The dynamic height is computed by dividing the NAVD 88
 DQ9952.geopotential number by the normal gravity value computed on the
 DQ9952.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ9952.degrees latitude (g = 980.6199 gals.).
 DQ9952
 DQ9952.The modeled gravity was interpolated from observed gravity values.
 DQ9952
 DQ9952;                    North         East    Units  Estimated Accuracy
 DQ9952;SPC MN C     -   322,520.2     881,906.1     MT  (+/- 3 meters HH1 GPS) 
 DQ9952
 DQ9952_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVN8683904841(NAD 83)
 DQ9952
 DQ9952                          SUPERSEDED SURVEY CONTROL
 DQ9952
 DQ9952.No superseded survey control is available for this station.
 DQ9952
 DQ9952_MARKER: F = FLANGE-ENCASED ROD
 DQ9952_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DQ9952_STAMPING: 0107 C 2017
 DQ9952_MARK LOGO: MNDT
 DQ9952_PROJECTION: RECESSED 5 CENTIMETERS
 DQ9952_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DQ9952_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ9952_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ9952+SATELLITE: SATELLITE OBSERVATIONS - July 12, 2017
 DQ9952_ROD/PIPE-DEPTH: 8.2 meters
 DQ9952
 DQ9952  HISTORY     - Date     Condition        Report By
 DQ9952  HISTORY     - 20170712 MONUMENTED       MNDT
 DQ9952
 DQ9952                          STATION DESCRIPTION
 DQ9952
 DQ9952'DESCRIBED BY MN DEPT OF TRANSP 2017
 DQ9952'THE MARK IS LOCATED ABOUT 4.3 MI (6.9 KM) EAST OF JACOBSON.
 DQ9952'
 DQ9952'TO REACH THE MARK GO 4.2 MI (6.8 KM) EAST ALONG TRUNK HIGHWAY 200 FROM
 DQ9952'THE NORTH JUNCTION OF TRUNK HIGHWAY 200 AND TRUNK HIGHWAY 65 IN
 DQ9952'JACOBSON, AT TRUNK HIGHWAY 200 MILE POINT 196.2.
 DQ9952'
 DQ9952'THE MARK IS LOCATED 86.9 FT (26.5 M) NORTH OF TRUNK HIGHWAY 200, 15.4
 DQ9952'FT (4.7 M) EAST OF 154TH AVENUE, 1.5 FT (0.5 M) SOUTH OF A WITNESS
 DQ9952'POST.
 DQ9952'
 DQ9952'NOTE - THE STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM
 DQ9952'ROD DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION REMOVABLE
 DQ9952'DISK SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH
 DQ9952'PVC PIPE BACK FILLED WITH WASHED SAND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DQ9950 ***********************************************************************
 DQ9950  DESIGNATION -  0107 D
 DQ9950  PID         -  DQ9950
 DQ9950  STATE/COUNTY-  MN/AITKIN
 DQ9950  COUNTRY     -  US
 DQ9950  USGS QUAD   -  SWAN RIVER (2019)
 DQ9950
 DQ9950                         *CURRENT SURVEY CONTROL
 DQ9950  ______________________________________________________________________
 DQ9950* NAD 83(1986) POSITION- 47 00 01.43   (N) 093 13 06.87   (W)   HD_HELD1
 DQ9950* NAVD 88 ORTHO HEIGHT -   381.901 (meters)     1252.95  (feet) ADJUSTED
 DQ9950  ______________________________________________________________________
 DQ9950  GEOID HEIGHT    -        -29.149 (meters)                     GEOID18
 DQ9950  DYNAMIC HEIGHT  -        381.926 (meters)     1253.04  (feet) COMP
 DQ9950  MODELED GRAVITY -    980,668.0   (mgal)                       NAVD 88
 DQ9950
 DQ9950  VERT ORDER      -  SECOND    CLASS I
 DQ9950
 DQ9950.The horizontal coordinates were determined by differentially corrected
 DQ9950.hand held GPS observations or other comparable positioning techniques
 DQ9950.and have an estimated accuracy of +/- 3 meters.
 DQ9950
 DQ9950.The orthometric height was determined by differential leveling and
 DQ9950.adjusted by the NATIONAL GEODETIC SURVEY
 DQ9950.in April 2021.
 DQ9950
 DQ9950.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ9950.GEOID18 height accuracy estimate available here.
 DQ9950
 DQ9950.Click photographs - Photos may exist for this station.
 DQ9950
 DQ9950.The dynamic height is computed by dividing the NAVD 88
 DQ9950.geopotential number by the normal gravity value computed on the
 DQ9950.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ9950.degrees latitude (g = 980.6199 gals.).
 DQ9950
 DQ9950.The modeled gravity was interpolated from observed gravity values.
 DQ9950
 DQ9950;                    North         East    Units  Estimated Accuracy
 DQ9950;SPC MN C     -   322,855.2     878,442.4     MT  (+/- 3 meters HH1 GPS) 
 DQ9950
 DQ9950_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVN8338205231(NAD 83)
 DQ9950
 DQ9950                          SUPERSEDED SURVEY CONTROL
 DQ9950
 DQ9950.No superseded survey control is available for this station.
 DQ9950
 DQ9950_MARKER: F = FLANGE-ENCASED ROD
 DQ9950_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DQ9950_STAMPING: 0107 D 2017
 DQ9950_MARK LOGO: MNDT
 DQ9950_PROJECTION: RECESSED 5 CENTIMETERS
 DQ9950_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DQ9950_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ9950_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ9950+SATELLITE: SATELLITE OBSERVATIONS - July 12, 2017
 DQ9950_ROD/PIPE-DEPTH: 11.6 meters
 DQ9950
 DQ9950  HISTORY     - Date     Condition        Report By
 DQ9950  HISTORY     - 20170712 MONUMENTED       MNDT
 DQ9950
 DQ9950                          STATION DESCRIPTION
 DQ9950
 DQ9950'DESCRIBED BY MN DEPT OF TRANSP 2017
 DQ9950'THE MARK IS LOCATED ABOUT 2.0 MI (3.2 KM) EAST OF JACOBSON.
 DQ9950'
 DQ9950'TO REACH THE MARK GO 2.05 MI (3.30 KM) EAST ALONG TRUNK HIGHWAY 200
 DQ9950'FROM THE NORTH JUNCTION OF TRUNK HIGHWAY 200 AND TRUNK HIGHWAY 65 IN
 DQ9950'JACOBSON, AT TRUNK HIGHWAY 200 MILE POINT 194.0.
 DQ9950'
 DQ9950'THE MARK IS LOCATED 27.2 FT (8.3 M) NORTH OF TRUNK HIGHWAY 200, 69.1
 DQ9950'FT (21.1 M) NORTHEAST OF MILEPOST 194, 43.4 FT (13.2 M) EAST OF THE
 DQ9950'ADOPT-A-HIGHWAY SIGN, 1.5 FT (0.5 M) SOUTH OF A WITNESS POST.
 DQ9950'
 DQ9950'NOTE-THE STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM ROD
 DQ9950'DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION REMOVABLE DISK
 DQ9950'SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH PVC
 DQ9950'PIPE BACK FILLED WITH WASHED SAND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DQ9949 ***********************************************************************
 DQ9949  DESIGNATION -  0107 E
 DQ9949  PID         -  DQ9949
 DQ9949  STATE/COUNTY-  MN/AITKIN
 DQ9949  COUNTRY     -  US
 DQ9949  USGS QUAD   -  SWAN RIVER (2019)
 DQ9949
 DQ9949                         *CURRENT SURVEY CONTROL
 DQ9949  ______________________________________________________________________
 DQ9949* NAD 83(1986) POSITION- 47 00 14.98   (N) 093 13 48.11   (W)   HD_HELD1
 DQ9949* NAVD 88 ORTHO HEIGHT -   380.788 (meters)     1249.30  (feet) ADJUSTED
 DQ9949  ______________________________________________________________________
 DQ9949  GEOID HEIGHT    -        -29.153 (meters)                     GEOID18
 DQ9949  DYNAMIC HEIGHT  -        380.813 (meters)     1249.38  (feet) COMP
 DQ9949  MODELED GRAVITY -    980,668.0   (mgal)                       NAVD 88
 DQ9949
 DQ9949  VERT ORDER      -  SECOND    CLASS I
 DQ9949
 DQ9949.The horizontal coordinates were determined by differentially corrected
 DQ9949.hand held GPS observations or other comparable positioning techniques
 DQ9949.and have an estimated accuracy of +/- 3 meters.
 DQ9949
 DQ9949.The orthometric height was determined by differential leveling and
 DQ9949.adjusted by the NATIONAL GEODETIC SURVEY
 DQ9949.in April 2021.
 DQ9949
 DQ9949.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ9949.GEOID18 height accuracy estimate available here.
 DQ9949
 DQ9949.Click photographs - Photos may exist for this station.
 DQ9949
 DQ9949.The dynamic height is computed by dividing the NAVD 88
 DQ9949.geopotential number by the normal gravity value computed on the
 DQ9949.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ9949.degrees latitude (g = 980.6199 gals.).
 DQ9949
 DQ9949.The modeled gravity was interpolated from observed gravity values.
 DQ9949
 DQ9949;                    North         East    Units  Estimated Accuracy
 DQ9949;SPC MN C     -   323,262.3     877,565.9     MT  (+/- 3 meters HH1 GPS) 
 DQ9949
 DQ9949_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVN8251305652(NAD 83)
 DQ9949
 DQ9949                          SUPERSEDED SURVEY CONTROL
 DQ9949
 DQ9949.No superseded survey control is available for this station.
 DQ9949
 DQ9949_MARKER: F = FLANGE-ENCASED ROD
 DQ9949_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DQ9949_STAMPING: 0107 E 2017
 DQ9949_MARK LOGO: MNDT
 DQ9949_PROJECTION: RECESSED 5 CENTIMETERS
 DQ9949_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DQ9949_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ9949_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ9949+SATELLITE: SATELLITE OBSERVATIONS - July 12, 2017
 DQ9949_ROD/PIPE-DEPTH: 13.4 meters
 DQ9949
 DQ9949  HISTORY     - Date     Condition        Report By
 DQ9949  HISTORY     - 20170712 MONUMENTED       MNDT
 DQ9949
 DQ9949                          STATION DESCRIPTION
 DQ9949
 DQ9949'DESCRIBED BY MN DEPT OF TRANSP 2017
 DQ9949'THE MARK IS LOCATED ABOUT 1.6 MILES EAST OF JACOBSON.
 DQ9949'
 DQ9949'TO REACH THE MARK GO 1.45 MILES EAST ALONG TRUNK HIGHWAY 200 FROM THE
 DQ9949'NORTH JUNCTION OF TRUNK HIGHWAY 200 AND TRUNK HIGHWAY 65 IN JACOBSON,
 DQ9949'AT TRUNK HIGHWAY 200 MILE POINT 193.4.
 DQ9949'
 DQ9949'THE MARK IS LOCATED 27.7 FEET NORTH OF TRUNK HIGHWAY 200, 1.5 FEET
 DQ9949'SOUTH OF A WITNESS POST.
 DQ9949'
 DQ9949'NOTE - THE STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM
 DQ9949'ROD DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION REMOVABLE
 DQ9949'DISK SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH
 DQ9949'PVC PIPE BACK FILLED WITH WASHED SAND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DQ9948 ***********************************************************************
 DQ9948  DESIGNATION -  0107 F
 DQ9948  PID         -  DQ9948
 DQ9948  STATE/COUNTY-  MN/AITKIN
 DQ9948  COUNTRY     -  US
 DQ9948  USGS QUAD   -  JACOBSON (2019)
 DQ9948
 DQ9948                         *CURRENT SURVEY CONTROL
 DQ9948  ______________________________________________________________________
 DQ9948* NAD 83(1986) POSITION- 47 00 15.91   (N) 093 14 59.18   (W)   HD_HELD1
 DQ9948* NAVD 88 ORTHO HEIGHT -   389.327 (meters)     1277.32  (feet) ADJUSTED
 DQ9948  ______________________________________________________________________
 DQ9948  GEOID HEIGHT    -        -29.144 (meters)                     GEOID18
 DQ9948  DYNAMIC HEIGHT  -        389.352 (meters)     1277.40  (feet) COMP
 DQ9948  MODELED GRAVITY -    980,667.8   (mgal)                       NAVD 88
 DQ9948
 DQ9948  VERT ORDER      -  SECOND    CLASS I
 DQ9948
 DQ9948.The horizontal coordinates were determined by differentially corrected
 DQ9948.hand held GPS observations or other comparable positioning techniques
 DQ9948.and have an estimated accuracy of +/- 3 meters.
 DQ9948
 DQ9948.The orthometric height was determined by differential leveling and
 DQ9948.adjusted by the NATIONAL GEODETIC SURVEY
 DQ9948.in April 2021.
 DQ9948
 DQ9948.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ9948.GEOID18 height accuracy estimate available here.
 DQ9948
 DQ9948.Click photographs - Photos may exist for this station.
 DQ9948
 DQ9948.The dynamic height is computed by dividing the NAVD 88
 DQ9948.geopotential number by the normal gravity value computed on the
 DQ9948.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ9948.degrees latitude (g = 980.6199 gals.).
 DQ9948
 DQ9948.The modeled gravity was interpolated from observed gravity values.
 DQ9948
 DQ9948;                    North         East    Units  Estimated Accuracy
 DQ9948;SPC MN C     -   323,271.9     876,064.3     MT  (+/- 3 meters HH1 GPS) 
 DQ9948
 DQ9948_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVN8101205685(NAD 83)
 DQ9948
 DQ9948                          SUPERSEDED SURVEY CONTROL
 DQ9948
 DQ9948.No superseded survey control is available for this station.
 DQ9948
 DQ9948_MARKER: F = FLANGE-ENCASED ROD
 DQ9948_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DQ9948_STAMPING: 0107 F 2017
 DQ9948_MARK LOGO: MNDT
 DQ9948_PROJECTION: RECESSED 5 CENTIMETERS
 DQ9948_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DQ9948_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ9948_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ9948+SATELLITE: SATELLITE OBSERVATIONS - July 12, 2017
 DQ9948_ROD/PIPE-DEPTH: 8.2 meters
 DQ9948
 DQ9948  HISTORY     - Date     Condition        Report By
 DQ9948  HISTORY     - 20170712 MONUMENTED       MNDT
 DQ9948
 DQ9948                          STATION DESCRIPTION
 DQ9948
 DQ9948'DESCRIBED BY MN DEPT OF TRANSP 2017
 DQ9948'THE MARK IS LOCATED ABOUT 0.5 MI (0.8 KM) EAST OF JACOBSON.
 DQ9948'
 DQ9948'TO REACH THE MARK GO 0.55 MI (0.88 KM) EAST ALONG TRUNK HIGHWAY 200
 DQ9948'FROM THE NORTH JUNCTION OF TRUNK HIGHWAY 200 AND TRUNK HIGHWAY 65 IN
 DQ9948'JACOBSON, AT TRUNK HIGHWAY 200 MILE POINT 192.5.
 DQ9948'
 DQ9948'THE MARK IS LOCATED 48.4 FT (14.8 M) NORTH OF TRUNK HIGHWAY 200, 1.5
 DQ9948'FT (0.5 M) SOUTH OF A WITNESS POST.
 DQ9948'
 DQ9948'NOTE-THE STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM ROD
 DQ9948'DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION REMOVABLE DISK
 DQ9948'SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH PVC
 DQ9948'PIPE BACK FILLED WITH WASHED SAND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DQ8389 ***********************************************************************
 DQ8389  DESIGNATION -  0108 AA
 DQ8389  PID         -  DQ8389
 DQ8389  STATE/COUNTY-  MN/AITKIN
 DQ8389  COUNTRY     -  US
 DQ8389  USGS QUAD   -  MALMO (2019)
 DQ8389
 DQ8389                         *CURRENT SURVEY CONTROL
 DQ8389  ______________________________________________________________________
 DQ8389* NAD 83(1986) POSITION- 46 18 05.24   (N) 093 31 53.43   (W)   HD_HELD1
 DQ8389* NAVD 88 ORTHO HEIGHT -   388.625 (meters)     1275.01  (feet) ADJUSTED
 DQ8389  ______________________________________________________________________
 DQ8389  GEOID HEIGHT    -        -27.508 (meters)                     GEOID18
 DQ8389  DYNAMIC HEIGHT  -        388.636 (meters)     1275.05  (feet) COMP
 DQ8389  MODELED GRAVITY -    980,630.2   (mgal)                       NAVD 88
 DQ8389
 DQ8389  VERT ORDER      -  SECOND    CLASS I
 DQ8389
 DQ8389.The horizontal coordinates were determined by differentially corrected
 DQ8389.hand held GPS observations or other comparable positioning techniques
 DQ8389.and have an estimated accuracy of +/- 3 meters.
 DQ8389
 DQ8389.The orthometric height was determined by differential leveling and
 DQ8389.adjusted by the NATIONAL GEODETIC SURVEY
 DQ8389.in April 2021.
 DQ8389
 DQ8389.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ8389.GEOID18 height accuracy estimate available here.
 DQ8389
 DQ8389.Click photographs - Photos may exist for this station.
 DQ8389
 DQ8389.The dynamic height is computed by dividing the NAVD 88
 DQ8389.geopotential number by the normal gravity value computed on the
 DQ8389.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ8389.degrees latitude (g = 980.6199 gals.).
 DQ8389
 DQ8389.The modeled gravity was interpolated from observed gravity values.
 DQ8389
 DQ8389;                    North         East    Units  Estimated Accuracy
 DQ8389;SPC MN C     -   244,902.7     855,348.6     MT  (+/- 3 meters HH1 GPS) 
 DQ8389
 DQ8389_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVM5906827679(NAD 83)
 DQ8389
 DQ8389                          SUPERSEDED SURVEY CONTROL
 DQ8389
 DQ8389.No superseded survey control is available for this station.
 DQ8389
 DQ8389_MARKER: F = FLANGE-ENCASED ROD
 DQ8389_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DQ8389_STAMPING: 0108 AA 2016
 DQ8389_MARK LOGO: MNDT
 DQ8389_PROJECTION: RECESSED 5 CENTIMETERS
 DQ8389_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DQ8389_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ8389_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ8389+SATELLITE: SATELLITE OBSERVATIONS - October 24, 2016
 DQ8389_ROD/PIPE-DEPTH: 8.2 meters
 DQ8389
 DQ8389  HISTORY     - Date     Condition        Report By
 DQ8389  HISTORY     - 20161024 MONUMENTED       MNDT
 DQ8389
 DQ8389                          STATION DESCRIPTION
 DQ8389
 DQ8389'DESCRIBED BY MN DEPT OF TRANSP 2016
 DQ8389'THE MARK IS LOCATED ABOUT 2.2 MI (3.5 KM) SOUTH OF MALMO.
 DQ8389'
 DQ8389'TO REACH THE MARK GO 2.35 MI (3.78 KM) SOUTH ALONG TRUNK HIGHWAY
 DQ8389'47/TRUNK HIGHWAY 18 FROM THE JUNCTION OF TRUNK HIGHWAY 47 AND TRUNK
 DQ8389'HIGHWAY 18 IN MALMO, AT TRUNK HIGHWAY 47 MILE POINT 103.25.
 DQ8389'
 DQ8389'THE MARK IS LOCATED 62.8 FT (19.1 M) WEST OF TRUNK HIGHWAY 47/TRUNK
 DQ8389'HIGHWAY 18, 0.2 MI (0.3 KM) NORTH OF 327TH AVENUE, 62.6 FT (19.1 M)
 DQ8389'SOUTH-SOUTHEAST OF TRUNK HIGHWAY 47/TRUNK HIGHWAY 18, 1.5 FT (0.5 M)
 DQ8389'EAST OF A WITNESS POST.
 DQ8389'
 DQ8389'NOTE-THE STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM ROD
 DQ8389'DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION REMOVABLE DISK
 DQ8389'SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH PVC
 DQ8389'PIPE BACK FILLED WITH WASHED SAND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DQ8388 ***********************************************************************
 DQ8388  DESIGNATION -  0108 AB
 DQ8388  PID         -  DQ8388
 DQ8388  STATE/COUNTY-  MN/AITKIN
 DQ8388  COUNTRY     -  US
 DQ8388  USGS QUAD   -  MALMO (2019)
 DQ8388
 DQ8388                         *CURRENT SURVEY CONTROL
 DQ8388  ______________________________________________________________________
 DQ8388* NAD 83(1986) POSITION- 46 18 49.97   (N) 093 31 33.77   (W)   HD_HELD1
 DQ8388* NAVD 88 ORTHO HEIGHT -   386.124 (meters)     1266.81  (feet) ADJUSTED
 DQ8388  ______________________________________________________________________
 DQ8388  GEOID HEIGHT    -        -27.525 (meters)                     GEOID18
 DQ8388  DYNAMIC HEIGHT  -        386.134 (meters)     1266.84  (feet) COMP
 DQ8388  MODELED GRAVITY -    980,631.3   (mgal)                       NAVD 88
 DQ8388
 DQ8388  VERT ORDER      -  SECOND    CLASS I
 DQ8388
 DQ8388.The horizontal coordinates were determined by differentially corrected
 DQ8388.hand held GPS observations or other comparable positioning techniques
 DQ8388.and have an estimated accuracy of +/- 3 meters.
 DQ8388
 DQ8388.The orthometric height was determined by differential leveling and
 DQ8388.adjusted by the NATIONAL GEODETIC SURVEY
 DQ8388.in April 2021.
 DQ8388
 DQ8388.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ8388.GEOID18 height accuracy estimate available here.
 DQ8388
 DQ8388.Click photographs - Photos may exist for this station.
 DQ8388
 DQ8388.The dynamic height is computed by dividing the NAVD 88
 DQ8388.geopotential number by the normal gravity value computed on the
 DQ8388.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ8388.degrees latitude (g = 980.6199 gals.).
 DQ8388
 DQ8388.The modeled gravity was interpolated from observed gravity values.
 DQ8388
 DQ8388;                    North         East    Units  Estimated Accuracy
 DQ8388;SPC MN C     -   246,287.5     855,756.7     MT  (+/- 3 meters HH1 GPS) 
 DQ8388
 DQ8388_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVM5949729057(NAD 83)
 DQ8388
 DQ8388                          SUPERSEDED SURVEY CONTROL
 DQ8388
 DQ8388.No superseded survey control is available for this station.
 DQ8388
 DQ8388_MARKER: F = FLANGE-ENCASED ROD
 DQ8388_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DQ8388_STAMPING: 0108 AB 2016
 DQ8388_MARK LOGO: MNDT
 DQ8388_PROJECTION: RECESSED 5 CENTIMETERS
 DQ8388_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DQ8388_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ8388_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ8388+SATELLITE: SATELLITE OBSERVATIONS - October 24, 2016
 DQ8388_ROD/PIPE-DEPTH: 16.8 meters
 DQ8388
 DQ8388  HISTORY     - Date     Condition        Report By
 DQ8388  HISTORY     - 20161024 MONUMENTED       MNDT
 DQ8388
 DQ8388                          STATION DESCRIPTION
 DQ8388
 DQ8388'DESCRIBED BY MN DEPT OF TRANSP 2016
 DQ8388'THE MARK IS LOCATED ABOUT 1.4 MI (2.3 KM) SOUTH OF MALMO.
 DQ8388'
 DQ8388'TO REACH THE MARK GO 1.45 MI (2.33 KM) SOUTH ALONG TRUNK HIGHWAY
 DQ8388'47/TRUNK HIGHWAY 18 FROM THE JUNCTION OF TRUNK HIGHWAY 47 AND TRUNK
 DQ8388'HIGHWAY 18 IN MALMO, AT TRUNK HIGHWAY 47 MILE POINT 104.2.
 DQ8388'
 DQ8388'THE MARK IS LOCATED 61.0 FT (18.6 M) WEST-NORTHWEST OF TRUNK HIGHWAY
 DQ8388'47/TRUNK HIGHWAY 18, 21.8 FT (6.6 M) NORTH-NORTHEAST OF THE NORTHEAST
 DQ8388'CORNER OF ELECTRICAL BOX NUMBER 54 8 5, 0.1 MI (0.2 KM) SOUTH OF 206TH
 DQ8388'STREET, 1.5 FT (0.5 M) EAST-SOUTHEAST OF A WITNESS POST.
 DQ8388'
 DQ8388'NOTE-THE STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM ROD
 DQ8388'DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION REMOVABLE DISK
 DQ8388'SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH PVC
 DQ8388'PIPE BACK FILLED WITH WASHED SAND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DQ8384 ***********************************************************************
 DQ8384  DESIGNATION -  0108 AC
 DQ8384  PID         -  DQ8384
 DQ8384  STATE/COUNTY-  MN/AITKIN
 DQ8384  COUNTRY     -  US
 DQ8384  USGS QUAD   -  MALMO (2019)
 DQ8384
 DQ8384                         *CURRENT SURVEY CONTROL
 DQ8384  ______________________________________________________________________
 DQ8384* NAD 83(1986) POSITION- 46 22 14.35   (N) 093 30 54.96   (W)   HD_HELD1
 DQ8384* NAVD 88 ORTHO HEIGHT -   385.795 (meters)     1265.73  (feet) ADJUSTED
 DQ8384  ______________________________________________________________________
 DQ8384  GEOID HEIGHT    -        -27.610 (meters)                     GEOID18
 DQ8384  DYNAMIC HEIGHT  -        385.807 (meters)     1265.77  (feet) COMP
 DQ8384  MODELED GRAVITY -    980,636.0   (mgal)                       NAVD 88
 DQ8384
 DQ8384  VERT ORDER      -  SECOND    CLASS I
 DQ8384
 DQ8384.The horizontal coordinates were determined by differentially corrected
 DQ8384.hand held GPS observations or other comparable positioning techniques
 DQ8384.and have an estimated accuracy of +/- 3 meters.
 DQ8384
 DQ8384.The orthometric height was determined by differential leveling and
 DQ8384.adjusted by the NATIONAL GEODETIC SURVEY
 DQ8384.in April 2021.
 DQ8384
 DQ8384.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ8384.GEOID18 height accuracy estimate available here.
 DQ8384
 DQ8384.Click photographs - Photos may exist for this station.
 DQ8384
 DQ8384.The dynamic height is computed by dividing the NAVD 88
 DQ8384.geopotential number by the normal gravity value computed on the
 DQ8384.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ8384.degrees latitude (g = 980.6199 gals.).
 DQ8384
 DQ8384.The modeled gravity was interpolated from observed gravity values.
 DQ8384
 DQ8384;                    North         East    Units  Estimated Accuracy
 DQ8384;SPC MN C     -   252,605.0     856,528.4     MT  (+/- 3 meters HH1 GPS) 
 DQ8384
 DQ8384_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVM6036835359(NAD 83)
 DQ8384
 DQ8384                          SUPERSEDED SURVEY CONTROL
 DQ8384
 DQ8384.No superseded survey control is available for this station.
 DQ8384
 DQ8384_MARKER: F = FLANGE-ENCASED ROD
 DQ8384_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DQ8384_STAMPING: 0108 AC 2016
 DQ8384_MARK LOGO: MNDT
 DQ8384_PROJECTION: RECESSED 5 CENTIMETERS
 DQ8384_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DQ8384_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ8384_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ8384+SATELLITE: SATELLITE OBSERVATIONS - October 26, 2016
 DQ8384_ROD/PIPE-DEPTH: 22.9 meters
 DQ8384
 DQ8384  HISTORY     - Date     Condition        Report By
 DQ8384  HISTORY     - 20161026 MONUMENTED       MNDT
 DQ8384
 DQ8384                          STATION DESCRIPTION
 DQ8384
 DQ8384'DESCRIBED BY MN DEPT OF TRANSP 2016
 DQ8384'THE MARK IS LOCATED ABOUT 2.5 MI (4.0 KM) NORTH OF MALMO.
 DQ8384'
 DQ8384'TO REACH THE MARK GO 2.55 MI (4.10 KM) NORTH ALONG TRUNK HIGHWAY 47
 DQ8384'FROM THE JUNCTION OF TRUNK HIGHWAY 47 AND TRUNK HIGHWAY 18 IN MALMO,
 DQ8384'AT TRUNK HIGHWAY 47 MILE POINT 108.2.
 DQ8384'
 DQ8384'THE MARK IS LOCATED 33.4 FT (10.2 M) EAST OF TRUNK HIGHWAY 47, 23.4 FT
 DQ8384'(7.1 M) SOUTH OF A DRIVEWAY, 7.1 FT (2.2 M) NORTH OF A CABLE BOX, 0.45
 DQ8384'MI (0.72 KM) SOUTH OF 250TH LANE, 1.5 FT (0.5 M) WEST OF A WITNESS
 DQ8384'POST.
 DQ8384'
 DQ8384'NOTE-THE STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM ROD
 DQ8384'DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION REMOVABLE DISK
 DQ8384'SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH PVC
 DQ8384'PIPE BACK FILLED WITH WASHED SAND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DQ8379 ***********************************************************************
 DQ8379  DESIGNATION -  0108 AD
 DQ8379  PID         -  DQ8379
 DQ8379  STATE/COUNTY-  MN/AITKIN
 DQ8379  COUNTRY     -  US
 DQ8379  USGS QUAD   -  GLEN (2019)
 DQ8379
 DQ8379                         *CURRENT SURVEY CONTROL
 DQ8379  ______________________________________________________________________
 DQ8379* NAD 83(1986) POSITION- 46 25 38.66   (N) 093 30 55.62   (W)   HD_HELD1
 DQ8379* NAVD 88 ORTHO HEIGHT -   400.792 (meters)     1314.93  (feet) ADJUSTED
 DQ8379  ______________________________________________________________________
 DQ8379  GEOID HEIGHT    -        -27.719 (meters)                     GEOID18
 DQ8379  DYNAMIC HEIGHT  -        400.807 (meters)     1314.98  (feet) COMP
 DQ8379  MODELED GRAVITY -    980,639.6   (mgal)                       NAVD 88
 DQ8379
 DQ8379  VERT ORDER      -  SECOND    CLASS I
 DQ8379
 DQ8379.The horizontal coordinates were determined by differentially corrected
 DQ8379.hand held GPS observations or other comparable positioning techniques
 DQ8379.and have an estimated accuracy of +/- 3 meters.
 DQ8379
 DQ8379.The orthometric height was determined by differential leveling and
 DQ8379.adjusted by the NATIONAL GEODETIC SURVEY
 DQ8379.in April 2021.
 DQ8379
 DQ8379.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ8379.GEOID18 height accuracy estimate available here.
 DQ8379
 DQ8379.Click photographs - Photos may exist for this station.
 DQ8379
 DQ8379.The dynamic height is computed by dividing the NAVD 88
 DQ8379.geopotential number by the normal gravity value computed on the
 DQ8379.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ8379.degrees latitude (g = 980.6199 gals.).
 DQ8379
 DQ8379.The modeled gravity was interpolated from observed gravity values.
 DQ8379
 DQ8379;                    North         East    Units  Estimated Accuracy
 DQ8379;SPC MN C     -   258,912.7     856,455.8     MT  (+/- 3 meters HH1 GPS) 
 DQ8379
 DQ8379_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVM6039541666(NAD 83)
 DQ8379
 DQ8379                          SUPERSEDED SURVEY CONTROL
 DQ8379
 DQ8379.No superseded survey control is available for this station.
 DQ8379
 DQ8379_MARKER: F = FLANGE-ENCASED ROD
 DQ8379_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DQ8379_STAMPING: 0108 AD 2016
 DQ8379_MARK LOGO: MNDT
 DQ8379_PROJECTION: RECESSED 5 CENTIMETERS
 DQ8379_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DQ8379_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ8379_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ8379+SATELLITE: SATELLITE OBSERVATIONS - October 27, 2016
 DQ8379_ROD/PIPE-DEPTH: 18.6 meters
 DQ8379
 DQ8379  HISTORY     - Date     Condition        Report By
 DQ8379  HISTORY     - 20161027 MONUMENTED       MNDT
 DQ8379
 DQ8379                          STATION DESCRIPTION
 DQ8379
 DQ8379'DESCRIBED BY MN DEPT OF TRANSP 2016
 DQ8379'THE MARK IS LOCATED ABOUT 0.65 MI (1.05 KM) NORTH OF GLEN.
 DQ8379'
 DQ8379'TO REACH THE MARK GO 0.65 MI (1.05 KM) NORTH ALONG TRUNK HIGHWAY 47
 DQ8379'FROM THE JUNCTION OF TRUNK HIGHWAY 47 AND COUNTY ROAD 12 IN GLEN, AT
 DQ8379'TRUNK HIGHWAY 47 MILE POINT 112.15.
 DQ8379'
 DQ8379'THE MARK IS LOCATED 32.0 FT (9.8 M) WEST OF TRUNK HIGHWAY 47, 48.1 FT
 DQ8379'(14.7 M) NORTH OF A FIELD ENTRANCE, 13.2 FT (4.0 M) NORTH OF A CABLE
 DQ8379'BOX, 1.5 FT (0.5 M) EAST OF A WITNESS POST.
 DQ8379'
 DQ8379'NOTE-THE STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM ROD
 DQ8379'DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION REMOVABLE DISK
 DQ8379'SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH PVC
 DQ8379'PIPE BACK FILLED WITH WASHED SAND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DQ8376 ***********************************************************************
 DQ8376  DESIGNATION -  0108 AE
 DQ8376  PID         -  DQ8376
 DQ8376  STATE/COUNTY-  MN/AITKIN
 DQ8376  COUNTRY     -  US
 DQ8376  USGS QUAD   -  GLEN (2019)
 DQ8376
 DQ8376                         *CURRENT SURVEY CONTROL
 DQ8376  ______________________________________________________________________
 DQ8376* NAD 83(1986) POSITION- 46 26 40.07   (N) 093 30 55.52   (W)   HD_HELD1
 DQ8376* NAVD 88 ORTHO HEIGHT -   396.783 (meters)     1301.78  (feet) ADJUSTED
 DQ8376  ______________________________________________________________________
 DQ8376  GEOID HEIGHT    -        -27.754 (meters)                     GEOID18
 DQ8376  DYNAMIC HEIGHT  -        396.799 (meters)     1301.83  (feet) COMP
 DQ8376  MODELED GRAVITY -    980,640.5   (mgal)                       NAVD 88
 DQ8376
 DQ8376  VERT ORDER      -  SECOND    CLASS I
 DQ8376
 DQ8376.The horizontal coordinates were determined by differentially corrected
 DQ8376.hand held GPS observations or other comparable positioning techniques
 DQ8376.and have an estimated accuracy of +/- 3 meters.
 DQ8376
 DQ8376.The orthometric height was determined by differential leveling and
 DQ8376.adjusted by the NATIONAL GEODETIC SURVEY
 DQ8376.in April 2021.
 DQ8376
 DQ8376.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ8376.GEOID18 height accuracy estimate available here.
 DQ8376
 DQ8376.Click photographs - Photos may exist for this station.
 DQ8376
 DQ8376.The dynamic height is computed by dividing the NAVD 88
 DQ8376.geopotential number by the normal gravity value computed on the
 DQ8376.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ8376.degrees latitude (g = 980.6199 gals.).
 DQ8376
 DQ8376.The modeled gravity was interpolated from observed gravity values.
 DQ8376
 DQ8376;                    North         East    Units  Estimated Accuracy
 DQ8376;SPC MN C     -   260,808.7     856,440.4     MT  (+/- 3 meters HH1 GPS) 
 DQ8376
 DQ8376_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVM6041043561(NAD 83)
 DQ8376
 DQ8376                          SUPERSEDED SURVEY CONTROL
 DQ8376
 DQ8376.No superseded survey control is available for this station.
 DQ8376
 DQ8376_MARKER: I = METAL ROD
 DQ8376_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DQ8376_STAMPING: 0108 AE 2016
 DQ8376_MARK LOGO: MNDT
 DQ8376_PROJECTION: RECESSED 10 CENTIMETERS
 DQ8376_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DQ8376_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ8376_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ8376+SATELLITE: SATELLITE OBSERVATIONS - January 07, 2020
 DQ8376_ROD/PIPE-DEPTH: 10.7 meters
 DQ8376
 DQ8376  HISTORY     - Date     Condition        Report By
 DQ8376  HISTORY     - 20161027 MONUMENTED       MNDT
 DQ8376  HISTORY     - 20200107 GOOD             MNDT
 DQ8376
 DQ8376                          STATION DESCRIPTION
 DQ8376
 DQ8376'DESCRIBED BY MN DEPT OF TRANSP 2016
 DQ8376'THE MARK IS LOCATED ABOUT 1.85 MI (2.98 KM) NORTH OF GLEN.
 DQ8376'
 DQ8376'TO REACH THE MARK GO 1.85 MI (2.98 KM) NORTH ALONG TRUNK HIGHWAY 47
 DQ8376'FROM THE JUNCTION OF TRUNK HIGHWAY 47 AND COUNTY ROAD 12 IN GLEN, AT
 DQ8376'TRUNK HIGHWAY 47 MILE POINT 113.35.
 DQ8376'
 DQ8376'THE MARK IS LOCATED 23.8 FT (7.3 M) EAST OF TRUNK HIGHWAY 47, 6.6 FT
 DQ8376'(2.0 M) WEST OF A FENCE LINE, 33.9 FT (10.3 M) NORTH OF A DRIVEWAY
 DQ8376'NUMBER 29851 EXTENDED, 0.1 MI (0.2 KM) NORTH OF 298TH STREET, 6.1 FT
 DQ8376'(1.9 M) EAST OF A WITNESS POST.
 DQ8376'
 DQ8376'NOTE-THE STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM ROD
 DQ8376'DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION REMOVABLE DISK
 DQ8376'SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH PVC
 DQ8376'PIPE BACK FILLED WITH WASHED SAND.
 DQ8376
 DQ8376                          STATION RECOVERY (2020)
 DQ8376
 DQ8376'RECOVERY NOTE BY MN DEPT OF TRANSP 2020 (KMS)
 DQ8376'1.85 MI (2.98 KM) NORTH OF GLEN, 1.85 MI (2.98 KM) NORTH ALONG TRUNK
 DQ8376'HIGHWAY 47 FROM THE JUNCTION OF TRUNK HIGHWAY 47 AND COUNTY ROAD 12 IN
 DQ8376'GLEN, AT TRUNK HIGHWAY 47 MILE POINT 113.35, 23.8 FT (7.3 M) EAST OF
 DQ8376'TRUNK HIGHWAY 47, 6.6 FT (2.0 M) WEST OF A FENCE LINE, 33.9 FT (10.3
 DQ8376'M) NORTH OF DRIVEWAY NUMBER 29851 EXTENDED, 0.1 MI (0.2 KM) NORTH OF
 DQ8376'298TH STREET, 6.1 FT (1.9 M) WEST OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DQ8375 ***********************************************************************
 DQ8375  DESIGNATION -  0108 AF
 DQ8375  PID         -  DQ8375
 DQ8375  STATE/COUNTY-  MN/AITKIN
 DQ8375  COUNTRY     -  US
 DQ8375  USGS QUAD   -  GLEN (2019)
 DQ8375
 DQ8375                         *CURRENT SURVEY CONTROL
 DQ8375  ______________________________________________________________________
 DQ8375* NAD 83(1986) POSITION- 46 27 30.23   (N) 093 30 57.19   (W)   HD_HELD1
 DQ8375* NAVD 88 ORTHO HEIGHT -   403.870 (meters)     1325.03  (feet) ADJUSTED
 DQ8375  ______________________________________________________________________
 DQ8375  GEOID HEIGHT    -        -27.785 (meters)                     GEOID18
 DQ8375  DYNAMIC HEIGHT  -        403.886 (meters)     1325.08  (feet) COMP
 DQ8375  MODELED GRAVITY -    980,641.0   (mgal)                       NAVD 88
 DQ8375
 DQ8375  VERT ORDER      -  SECOND    CLASS I
 DQ8375
 DQ8375.The horizontal coordinates were determined by differentially corrected
 DQ8375.hand held GPS observations or other comparable positioning techniques
 DQ8375.and have an estimated accuracy of +/- 3 meters.
 DQ8375
 DQ8375.The orthometric height was determined by differential leveling and
 DQ8375.adjusted by the NATIONAL GEODETIC SURVEY
 DQ8375.in April 2021.
 DQ8375
 DQ8375.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ8375.GEOID18 height accuracy estimate available here.
 DQ8375
 DQ8375.Click photographs - Photos may exist for this station.
 DQ8375
 DQ8375.The dynamic height is computed by dividing the NAVD 88
 DQ8375.geopotential number by the normal gravity value computed on the
 DQ8375.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ8375.degrees latitude (g = 980.6199 gals.).
 DQ8375
 DQ8375.The modeled gravity was interpolated from observed gravity values.
 DQ8375
 DQ8375;                    North         East    Units  Estimated Accuracy
 DQ8375;SPC MN C     -   262,357.1     856,390.4     MT  (+/- 3 meters HH1 GPS) 
 DQ8375
 DQ8375_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVM6038445109(NAD 83)
 DQ8375
 DQ8375                          SUPERSEDED SURVEY CONTROL
 DQ8375
 DQ8375.No superseded survey control is available for this station.
 DQ8375
 DQ8375_MARKER: F = FLANGE-ENCASED ROD
 DQ8375_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DQ8375_STAMPING: 0108 AF 2016
 DQ8375_MARK LOGO: MNDT
 DQ8375_PROJECTION: RECESSED 5 CENTIMETERS
 DQ8375_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DQ8375_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ8375_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ8375+SATELLITE: SATELLITE OBSERVATIONS - August 04, 2020
 DQ8375_ROD/PIPE-DEPTH: 15.2 meters
 DQ8375
 DQ8375  HISTORY     - Date     Condition        Report By
 DQ8375  HISTORY     - 20161027 MONUMENTED       MNDT
 DQ8375  HISTORY     - 20200804 GOOD             MNDT
 DQ8375
 DQ8375                          STATION DESCRIPTION
 DQ8375
 DQ8375'DESCRIBED BY MN DEPT OF TRANSP 2016
 DQ8375'THE MARK IS LOCATED ABOUT 2.8 MI (4.5 KM) NORTH OF GLEN.
 DQ8375'
 DQ8375'TO REACH THE MARK GO 2.8 MI (4.5 KM) NORTH ALONG TRUNK HIGHWAY 47 FROM
 DQ8375'THE JUNCTION OF TRUNK HIGHWAY 47 AND COUNTY ROAD 12 IN GLEN, AT TRUNK
 DQ8375'HIGHWAY 47 MILE POINT 114.35.
 DQ8375'
 DQ8375'THE MARK IS LOCATED 54.4 FT (16.6 M) WEST OF TRUNK HIGHWAY 47, 157.1
 DQ8375'FT (47.9 M) NORTH OF 308TH STREET, 1.5 FT (0.5 M) EAST OF A WITNESS
 DQ8375'POST.
 DQ8375'
 DQ8375'NOTE-THE STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM ROD
 DQ8375'DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION REMOVABLE DISK
 DQ8375'SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH PVC
 DQ8375'PIPE BACK FILLED WITH WASHED SAND.
 DQ8375
 DQ8375                          STATION RECOVERY (2020)
 DQ8375
 DQ8375'RECOVERY NOTE BY MN DEPT OF TRANSP 2020 (KMS)
 DQ8375'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DQ8364 ***********************************************************************
 DQ8364  DESIGNATION -  0108 AG
 DQ8364  PID         -  DQ8364
 DQ8364  STATE/COUNTY-  MN/AITKIN
 DQ8364  COUNTRY     -  US
 DQ8364  USGS QUAD   -  HASSMAN (2019)
 DQ8364
 DQ8364                         *CURRENT SURVEY CONTROL
 DQ8364  ______________________________________________________________________
 DQ8364* NAD 83(1986) POSITION- 46 31 12.45   (N) 093 34 50.73   (W)   HD_HELD1
 DQ8364* NAVD 88 ORTHO HEIGHT -   376.881 (meters)     1236.48  (feet) ADJUSTED
 DQ8364  ______________________________________________________________________
 DQ8364  GEOID HEIGHT    -        -27.910 (meters)                     GEOID18
 DQ8364  DYNAMIC HEIGHT  -        376.898 (meters)     1236.54  (feet) COMP
 DQ8364  MODELED GRAVITY -    980,648.7   (mgal)                       NAVD 88
 DQ8364
 DQ8364  VERT ORDER      -  SECOND    CLASS I
 DQ8364
 DQ8364.The horizontal coordinates were determined by differentially corrected
 DQ8364.hand held GPS observations or other comparable positioning techniques
 DQ8364.and have an estimated accuracy of +/- 3 meters.
 DQ8364
 DQ8364.The orthometric height was determined by differential leveling and
 DQ8364.adjusted by the NATIONAL GEODETIC SURVEY
 DQ8364.in April 2021.
 DQ8364
 DQ8364.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ8364.GEOID18 height accuracy estimate available here.
 DQ8364
 DQ8364.Click photographs - Photos may exist for this station.
 DQ8364
 DQ8364.The dynamic height is computed by dividing the NAVD 88
 DQ8364.geopotential number by the normal gravity value computed on the
 DQ8364.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ8364.degrees latitude (g = 980.6199 gals.).
 DQ8364
 DQ8364.The modeled gravity was interpolated from observed gravity values.
 DQ8364
 DQ8364;                    North         East    Units  Estimated Accuracy
 DQ8364;SPC MN C     -   269,173.9     851,349.4     MT  (+/- 3 meters HH1 GPS) 
 DQ8364
 DQ8364_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVM5545352003(NAD 83)
 DQ8364
 DQ8364                          SUPERSEDED SURVEY CONTROL
 DQ8364
 DQ8364.No superseded survey control is available for this station.
 DQ8364
 DQ8364_MARKER: I = METAL ROD
 DQ8364_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DQ8364_STAMPING: 0108 AG 2016
 DQ8364_MARK LOGO: MNDT
 DQ8364_PROJECTION: RECESSED 5 CENTIMETERS
 DQ8364_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DQ8364_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ8364_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ8364+SATELLITE: SATELLITE OBSERVATIONS - January 07, 2020
 DQ8364_ROD/PIPE-DEPTH: 7.9 meters
 DQ8364
 DQ8364  HISTORY     - Date     Condition        Report By
 DQ8364  HISTORY     - 20161027 MONUMENTED       MNDT
 DQ8364  HISTORY     - 20200107 GOOD             MNDT
 DQ8364
 DQ8364                          STATION DESCRIPTION
 DQ8364
 DQ8364'DESCRIBED BY MN DEPT OF TRANSP 2016
 DQ8364'THE MARK IS LOCATED ABOUT 5.8 MI (9.3 KM) EAST OF AITKIN.
 DQ8364'
 DQ8364'TO REACH THE MARK GO 6.25 MI (10.06 KM) EAST ALONG TRUNK HIGHWAY 47
 DQ8364'FROM THE JUNCTION OF TRUNK HIGHWAY 47 AND TRUNK HIGHWAY 169 IN AITKIN,
 DQ8364'AT TRUNK HIGHWAY 47 MILE POINT 120.55.
 DQ8364'
 DQ8364'THE MARK IS LOCATED 40.2 FT (12.3 M) NORTH OF TRUNK HIGHWAY 47, 153.2
 DQ8364'FT (46.7 M) WEST OF COUNTY ROAD 5 (350TH AVENUE), 53.7 FT (16.4 M)
 DQ8364'WEST OF AN ENTRANCE, 69.4 FT (21.2 M) EAST OF AN ENTRANCE, 1.5 FT (0.5
 DQ8364'M) SOUTH OF A WITNESS POST.
 DQ8364'
 DQ8364'NOTE-THE STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM ROD
 DQ8364'DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION REMOVABLE DISK
 DQ8364'SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH PVC
 DQ8364'PIPE BACK FILLED WITH WASHED SAND.
 DQ8364
 DQ8364                          STATION RECOVERY (2020)
 DQ8364
 DQ8364'RECOVERY NOTE BY MN DEPT OF TRANSP 2020 (KMS)
 DQ8364'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DQ8363 ***********************************************************************
 DQ8363  DESIGNATION -  0108 AH
 DQ8363  PID         -  DQ8363
 DQ8363  STATE/COUNTY-  MN/AITKIN
 DQ8363  COUNTRY     -  US
 DQ8363  USGS QUAD   -  HASSMAN (2019)
 DQ8363
 DQ8363                         *CURRENT SURVEY CONTROL
 DQ8363  ______________________________________________________________________
 DQ8363* NAD 83(1986) POSITION- 46 31 11.22   (N) 093 35 56.67   (W)   HD_HELD1
 DQ8363* NAVD 88 ORTHO HEIGHT -   375.063 (meters)     1230.52  (feet) ADJUSTED
 DQ8363  ______________________________________________________________________
 DQ8363  GEOID HEIGHT    -        -27.904 (meters)                     GEOID18
 DQ8363  DYNAMIC HEIGHT  -        375.080 (meters)     1230.58  (feet) COMP
 DQ8363  MODELED GRAVITY -    980,648.6   (mgal)                       NAVD 88
 DQ8363
 DQ8363  VERT ORDER      -  SECOND    CLASS I
 DQ8363
 DQ8363.The horizontal coordinates were determined by differentially corrected
 DQ8363.hand held GPS observations or other comparable positioning techniques
 DQ8363.and have an estimated accuracy of +/- 3 meters.
 DQ8363
 DQ8363.The orthometric height was determined by differential leveling and
 DQ8363.adjusted by the NATIONAL GEODETIC SURVEY
 DQ8363.in April 2021.
 DQ8363
 DQ8363.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ8363.GEOID18 height accuracy estimate available here.
 DQ8363
 DQ8363.Click photographs - Photos may exist for this station.
 DQ8363
 DQ8363.The dynamic height is computed by dividing the NAVD 88
 DQ8363.geopotential number by the normal gravity value computed on the
 DQ8363.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ8363.degrees latitude (g = 980.6199 gals.).
 DQ8363
 DQ8363.The modeled gravity was interpolated from observed gravity values.
 DQ8363
 DQ8363;                    North         East    Units  Estimated Accuracy
 DQ8363;SPC MN C     -   269,124.2     849,944.4     MT  (+/- 3 meters HH1 GPS) 
 DQ8363
 DQ8363_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVM5404851975(NAD 83)
 DQ8363
 DQ8363                          SUPERSEDED SURVEY CONTROL
 DQ8363
 DQ8363.No superseded survey control is available for this station.
 DQ8363
 DQ8363_MARKER: F = FLANGE-ENCASED ROD
 DQ8363_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DQ8363_STAMPING: 0108 AH 2016
 DQ8363_MARK LOGO: MNDT
 DQ8363_PROJECTION: RECESSED 15 CENTIMETERS
 DQ8363_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DQ8363_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ8363_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ8363+SATELLITE: SATELLITE OBSERVATIONS - October 27, 2016
 DQ8363_ROD/PIPE-DEPTH: 18.3 meters
 DQ8363
 DQ8363  HISTORY     - Date     Condition        Report By
 DQ8363  HISTORY     - 20161027 MONUMENTED       MNDT
 DQ8363
 DQ8363                          STATION DESCRIPTION
 DQ8363
 DQ8363'DESCRIBED BY MN DEPT OF TRANSP 2016
 DQ8363'THE MARK IS LOCATED ABOUT 5.2 MI (8.4 KM) EAST OF AITKIN.
 DQ8363'
 DQ8363'TO REACH THE MARK GO 5.35 MI (8.61 KM) EAST ALONG TRUNK HIGHWAY 47
 DQ8363'FROM THE JUNCTION OF TRUNK HIGHWAY 47 AND TRUNK HIGHWAY 169 IN AITKIN,
 DQ8363'AT TRUNK HIGHWAY 47 MILE POINT 121.45.
 DQ8363'
 DQ8363'THE MARK IS LOCATED 53.6 FT (16.3 M) SOUTH OF TRUNK HIGHWAY 47, 14.0
 DQ8363'FT (4.3 M) EAST OF A FIELD ENTRANCE, 3.1 FT (0.9 M) NORTHEAST OF CABLE
 DQ8363'BOX NUMBER 4000 41, 0.35 MI (0.56 KM) EAST OF 363RD PLACE, 1.5 FT (0.5
 DQ8363'M) NORTH OF A WITNESS POST.
 DQ8363'
 DQ8363'NOTE-THE STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM ROD
 DQ8363'DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION REMOVABLE DISK
 DQ8363'SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH PVC
 DQ8363'PIPE BACK FILLED WITH WASHED SAND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DG6950 ***********************************************************************
 DG6950  DESIGNATION -  0108 C
 DG6950  PID         -  DG6950
 DG6950  STATE/COUNTY-  MN/AITKIN
 DG6950  COUNTRY     -  US
 DG6950  USGS QUAD   -  MALMO (2019)
 DG6950
 DG6950                         *CURRENT SURVEY CONTROL
 DG6950  ______________________________________________________________________
 DG6950* NAD 83(1986) POSITION- 46 17 27.44   (N) 093 31 56.07   (W)   HD_HELD1
 DG6950* NAVD 88 ORTHO HEIGHT -   385.914 (meters)     1266.12  (feet) ADJUSTED
 DG6950  ______________________________________________________________________
 DG6950  GEOID HEIGHT    -        -27.494 (meters)                     GEOID18
 DG6950  DYNAMIC HEIGHT  -        385.924 (meters)     1266.15  (feet) COMP
 DG6950  MODELED GRAVITY -    980,629.4   (mgal)                       NAVD 88
 DG6950
 DG6950  VERT ORDER      -  SECOND    CLASS I
 DG6950
 DG6950.The horizontal coordinates were determined by differentially corrected
 DG6950.hand held GPS observations or other comparable positioning techniques
 DG6950.and have an estimated accuracy of +/- 3 meters.
 DG6950
 DG6950.The orthometric height was determined by differential leveling and
 DG6950.adjusted by the NATIONAL GEODETIC SURVEY
 DG6950.in December 2004.
 DG6950
 DG6950.Significant digits in the geoid height do not necessarily reflect accuracy.
 DG6950.GEOID18 height accuracy estimate available here.
 DG6950
 DG6950.Click photographs - Photos may exist for this station.
 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     -   243,735.2     855,302.7     MT  (+/- 3 meters HH1 GPS) 
 DG6950
 DG6950_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVM5900326513(NAD 83)
 DG6950
 DG6950                          SUPERSEDED SURVEY CONTROL
 DG6950
 DG6950.No superseded survey control is available for this station.
 DG6950
 DG6950_MARKER: DB = BENCH MARK DISK
 DG6950_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG6950_STAMPING: 0108 C 1968
 DG6950_MARK LOGO: MNHD
 DG6950_PROJECTION: PROJECTING 5 CENTIMETERS
 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 - September 22, 2016
 DG6950
 DG6950  HISTORY     - Date     Condition        Report By
 DG6950  HISTORY     - 19680401 MONUMENTED       MNHD
 DG6950  HISTORY     - 20001130 GOOD             MNDT
 DG6950  HISTORY     - 20160922 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.
 DG6950
 DG6950                          STATION RECOVERY (2016)
 DG6950
 DG6950'RECOVERY NOTE BY MN DEPT OF TRANSP 2016 (KMS)
 DG6950'THE MARK IS LOCATED ABOUT 3.0 MI (4.8 KM) SOUTHWEST OF MALMO.
 DG6950'
 DG6950'TO REACH THE MARK GO 3.1 MI (5.0 KM) SOUTH ALONG TRUNK HIGHWAY 47 FROM
 DG6950'THE JUNCTION OF TRUNK HIGHWAY 47 AND TRUNK HIGHWAY 18 IN MALMO, AT
 DG6950'TRUNK HIGHWAY 47 MILE POINT 102.50.
 DG6950'
 DG6950'THE MARK IS LOCATED 415.0 FT (126.5 M) SOUTH OF 328TH AVENUE, 75.0 FT
 DG6950'(22.9 M) EAST OF TRUNK HIGHWAY 47, 9.0 FT (2.7 M) NORTH OF A
 DG6950'RIGHT-OF-WAY POST, 1.3 FT (0.4 M) SOUTH OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DG6951 ***********************************************************************
 DG6951  DESIGNATION -  0108 D
 DG6951  PID         -  DG6951
 DG6951  STATE/COUNTY-  MN/AITKIN
 DG6951  COUNTRY     -  US
 DG6951  USGS QUAD   -  MALMO (2019)
 DG6951
 DG6951                         *CURRENT SURVEY CONTROL
 DG6951  ______________________________________________________________________
 DG6951* NAD 83(1986) POSITION- 46 18 40.27   (N) 093 31 36.97   (W)   HD_HELD1
 DG6951* NAVD 88 ORTHO HEIGHT -   387.682 (meters)     1271.92  (feet) ADJUSTED
 DG6951  ______________________________________________________________________
 DG6951  GEOID HEIGHT    -        -27.521 (meters)                     GEOID18
 DG6951  DYNAMIC HEIGHT  -        387.693 (meters)     1271.96  (feet) COMP
 DG6951  MODELED GRAVITY -    980,631.1   (mgal)                       NAVD 88
 DG6951
 DG6951  VERT ORDER      -  SECOND    CLASS I
 DG6951
 DG6951.The horizontal coordinates were determined by differentially corrected
 DG6951.hand held GPS observations or other comparable positioning techniques
 DG6951.and have an estimated accuracy of +/- 3 meters.
 DG6951
 DG6951.The orthometric height was determined by differential leveling and
 DG6951.adjusted by the NATIONAL GEODETIC SURVEY
 DG6951.in December 2004.
 DG6951
 DG6951.Significant digits in the geoid height do not necessarily reflect accuracy.
 DG6951.GEOID18 height accuracy estimate available here.
 DG6951
 DG6951.Click photographs - Photos may exist for this station.
 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     -   245,987.4     855,691.0     MT  (+/- 3 meters HH1 GPS) 
 DG6951
 DG6951_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVM5942728758(NAD 83)
 DG6951
 DG6951                          SUPERSEDED SURVEY CONTROL
 DG6951
 DG6951.No superseded survey control is available for this station.
 DG6951
 DG6951_MARKER: DB = BENCH MARK DISK
 DG6951_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG6951_STAMPING: 0108 D 1968
 DG6951_MARK LOGO: MNHD
 DG6951_PROJECTION: FLUSH
 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 - September 22, 2016
 DG6951
 DG6951  HISTORY     - Date     Condition        Report By
 DG6951  HISTORY     - 1968     MONUMENTED       MNHD
 DG6951  HISTORY     - 20001130 GOOD             MNDT
 DG6951  HISTORY     - 20160922 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.
 DG6951
 DG6951                          STATION RECOVERY (2016)
 DG6951
 DG6951'RECOVERY NOTE BY MN DEPT OF TRANSP 2016 (KMS)
 DG6951'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DG6952 ***********************************************************************
 DG6952  DESIGNATION -  0108 E
 DG6952  PID         -  DG6952
 DG6952  STATE/COUNTY-  MN/AITKIN
 DG6952  COUNTRY     -  US
 DG6952  USGS QUAD   -  MALMO (2019)
 DG6952
 DG6952                         *CURRENT SURVEY CONTROL
 DG6952  ______________________________________________________________________
 DG6952* NAD 83(1986) POSITION- 46 19 23.03   (N) 093 31 18.12   (W)   HD_HELD1
 DG6952* NAVD 88 ORTHO HEIGHT -   387.303 (meters)     1270.68  (feet) ADJUSTED
 DG6952  ______________________________________________________________________
 DG6952  GEOID HEIGHT    -        -27.537 (meters)                     GEOID18
 DG6952  DYNAMIC HEIGHT  -        387.314 (meters)     1270.71  (feet) COMP
 DG6952  MODELED GRAVITY -    980,632.2   (mgal)                       NAVD 88
 DG6952
 DG6952  VERT ORDER      -  SECOND    CLASS I
 DG6952
 DG6952.The horizontal coordinates were determined by differentially corrected
 DG6952.hand held GPS observations or other comparable positioning techniques
 DG6952.and have an estimated accuracy of +/- 3 meters.
 DG6952
 DG6952.The orthometric height was determined by differential leveling and
 DG6952.adjusted by the NATIONAL GEODETIC SURVEY
 DG6952.in December 2004.
 DG6952
 DG6952.Significant digits in the geoid height do not necessarily reflect accuracy.
 DG6952.GEOID18 height accuracy estimate available here.
 DG6952
 DG6952.Click photographs - Photos may exist for this station.
 DG6952
 DG6952.The dynamic height is computed by dividing the NAVD 88
 DG6952.geopotential number by the normal gravity value computed on the
 DG6952.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DG6952.degrees latitude (g = 980.6199 gals.).
 DG6952
 DG6952.The modeled gravity was interpolated from observed gravity values.
 DG6952
 DG6952;                    North         East    Units  Estimated Accuracy
 DG6952;SPC MN C     -   247,311.2     856,082.1     MT  (+/- 3 meters HH1 GPS) 
 DG6952
 DG6952_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVM5983930075(NAD 83)
 DG6952
 DG6952                          SUPERSEDED SURVEY CONTROL
 DG6952
 DG6952.No superseded survey control is available for this station.
 DG6952
 DG6952_MARKER: DB = BENCH MARK DISK
 DG6952_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG6952_STAMPING: 0108 E 1968
 DG6952_MARK LOGO: MNHD
 DG6952_PROJECTION: FLUSH
 DG6952_MAGNETIC: T = STEEL SPIKE ADJACENT TO 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 10, 2016
 DG6952
 DG6952  HISTORY     - Date     Condition        Report By
 DG6952  HISTORY     - 1968     MONUMENTED       MNHD
 DG6952  HISTORY     - 20001031 GOOD             MNDT
 DG6952  HISTORY     - 20041117 GOOD             MNDT
 DG6952  HISTORY     - 20161010 GOOD             MNDT
 DG6952
 DG6952                          STATION DESCRIPTION
 DG6952
 DG6952'DESCRIBED BY MN DEPT OF TRANSP 2000 (WAS)
 DG6952'THE MARK WAS RECOVERED IN GOOD CONDITION.  THE MARK IS 0.77 MI (1.24
 DG6952'KM) SOUTH OF JCT OF TH 47 AND TH 18, AT TH 47 MP 104.85, 75 FT (22.9
 DG6952'M) EAST OF TH 47, AT TH 47 STA 1255+95, 122 FT (37.2 M) SOUTH OF ENT,
 DG6952'5.7 FT (1.7 M) SOUTH OF R/W POST, 1.5 FT (0.5 M) NORTH OF WIT POST,
 DG6952'MARK PROJECTS 1 INCH, MAGNETIC, AND NOT SUITABLE FOR GPS DUE TO TREES.
 DG6952
 DG6952                          STATION RECOVERY (2004)
 DG6952
 DG6952'RECOVERY NOTE BY MN DEPT OF TRANSP 2004 (KNB)
 DG6952'RECOVERED AS DESCRIBED.
 DG6952
 DG6952                          STATION RECOVERY (2016)
 DG6952
 DG6952'RECOVERY NOTE BY MN DEPT OF TRANSP 2016 (KAS)
 DG6952'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DQ8386 ***********************************************************************
 DQ8386  DESIGNATION -  0108 G RESET 2
 DQ8386  PID         -  DQ8386
 DQ8386  STATE/COUNTY-  MN/AITKIN
 DQ8386  COUNTRY     -  US
 DQ8386  USGS QUAD   -  MALMO (2019)
 DQ8386
 DQ8386                         *CURRENT SURVEY CONTROL
 DQ8386  ______________________________________________________________________
 DQ8386* NAD 83(1986) POSITION- 46 20 54.37   (N) 093 30 51.97   (W)   HD_HELD1
 DQ8386* NAVD 88 ORTHO HEIGHT -   383.770 (meters)     1259.09  (feet) ADJUSTED
 DQ8386  ______________________________________________________________________
 DQ8386  GEOID HEIGHT    -        -27.574 (meters)                     GEOID18
 DQ8386  DYNAMIC HEIGHT  -        383.782 (meters)     1259.12  (feet) COMP
 DQ8386  MODELED GRAVITY -    980,634.5   (mgal)                       NAVD 88
 DQ8386
 DQ8386  VERT ORDER      -  SECOND    CLASS I
 DQ8386
 DQ8386.The horizontal coordinates were determined by differentially corrected
 DQ8386.hand held GPS observations or other comparable positioning techniques
 DQ8386.and have an estimated accuracy of +/- 3 meters.
 DQ8386
 DQ8386.The orthometric height was determined by differential leveling and
 DQ8386.adjusted by the NATIONAL GEODETIC SURVEY
 DQ8386.in April 2021.
 DQ8386
 DQ8386.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ8386.GEOID18 height accuracy estimate available here.
 DQ8386
 DQ8386.Click photographs - Photos may exist for this station.
 DQ8386
 DQ8386.The dynamic height is computed by dividing the NAVD 88
 DQ8386.geopotential number by the normal gravity value computed on the
 DQ8386.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ8386.degrees latitude (g = 980.6199 gals.).
 DQ8386
 DQ8386.The modeled gravity was interpolated from observed gravity values.
 DQ8386
 DQ8386;                    North         East    Units  Estimated Accuracy
 DQ8386;SPC MN C     -   250,136.4     856,615.3     MT  (+/- 3 meters HH1 GPS) 
 DQ8386
 DQ8386_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVM6041632890(NAD 83)
 DQ8386
 DQ8386                          SUPERSEDED SURVEY CONTROL
 DQ8386
 DQ8386.No superseded survey control is available for this station.
 DQ8386
 DQ8386_MARKER: I = METAL ROD
 DQ8386_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DQ8386_STAMPING: 0108 G RESET 2 2016
 DQ8386_MARK LOGO: MNDT
 DQ8386_PROJECTION: RECESSED 8 CENTIMETERS
 DQ8386_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DQ8386_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ8386_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ8386+SATELLITE: SATELLITE OBSERVATIONS - September 22, 2016
 DQ8386_ROD/PIPE-DEPTH: 9.1 meters
 DQ8386
 DQ8386  HISTORY     - Date     Condition        Report By
 DQ8386  HISTORY     - 20160922 MONUMENTED       MNDT
 DQ8386
 DQ8386                          STATION DESCRIPTION
 DQ8386
 DQ8386'DESCRIBED BY MN DEPT OF TRANSP 2016
 DQ8386'THE MARK IS LOCATED ABOUT 1.1 MI (1.8 KM) NORTH OF MALMO.
 DQ8386'
 DQ8386'TO REACH THE MARK GO 1.1 MI (1.8 KM) NORTH ALONG TRUNK HIGHWAY 47 FROM
 DQ8386'THE JUNCTION OF TRUNK HIGHWAY 47 AND TRUNK HIGHWAY 18 IN MALMO, AT
 DQ8386'TRUNK HIGHWAY 47 MILE POINT 106.7.
 DQ8386'
 DQ8386'THE MARK IS LOCATED 110 FT (33.5 M) EAST OF TRUNK HIGHWAY 47, 19.0 FT
 DQ8386'(5.8 M) SOUTH OF CEMETERY ROAD, 81.7 FT (24.9 M) SOUTHEAST OF A POWER
 DQ8386'POLE WITH A GUY WIRE, 1.9 FT (0.6 M) NORTH OF A WITNESS POST.
 DQ8386'
 DQ8386'NOTE-THE STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM ROD
 DQ8386'DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION REMOVABLE DISK
 DQ8386'SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH PVC
 DQ8386'PIPE BACK FILLED WITH WASHED SAND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DQ8385 ***********************************************************************
 DQ8385  DESIGNATION -  0108 H RESET 2
 DQ8385  PID         -  DQ8385
 DQ8385  STATE/COUNTY-  MN/AITKIN
 DQ8385  COUNTRY     -  US
 DQ8385  USGS QUAD   -  MALMO (2019)
 DQ8385
 DQ8385                         *CURRENT SURVEY CONTROL
 DQ8385  ______________________________________________________________________
 DQ8385* NAD 83(1986) POSITION- 46 21 46.33   (N) 093 30 52.54   (W)   HD_HELD1
 DQ8385* NAVD 88 ORTHO HEIGHT -   385.162 (meters)     1263.65  (feet) ADJUSTED
 DQ8385  ______________________________________________________________________
 DQ8385  GEOID HEIGHT    -        -27.597 (meters)                     GEOID18
 DQ8385  DYNAMIC HEIGHT  -        385.175 (meters)     1263.70  (feet) COMP
 DQ8385  MODELED GRAVITY -    980,635.5   (mgal)                       NAVD 88
 DQ8385
 DQ8385  VERT ORDER      -  SECOND    CLASS I
 DQ8385
 DQ8385.The horizontal coordinates were determined by differentially corrected
 DQ8385.hand held GPS observations or other comparable positioning techniques
 DQ8385.and have an estimated accuracy of +/- 3 meters.
 DQ8385
 DQ8385.The orthometric height was determined by differential leveling and
 DQ8385.adjusted by the NATIONAL GEODETIC SURVEY
 DQ8385.in April 2021.
 DQ8385
 DQ8385.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ8385.GEOID18 height accuracy estimate available here.
 DQ8385
 DQ8385.Click photographs - Photos may exist for this station.
 DQ8385
 DQ8385.The dynamic height is computed by dividing the NAVD 88
 DQ8385.geopotential number by the normal gravity value computed on the
 DQ8385.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ8385.degrees latitude (g = 980.6199 gals.).
 DQ8385
 DQ8385.The modeled gravity was interpolated from observed gravity values.
 DQ8385
 DQ8385;                    North         East    Units  Estimated Accuracy
 DQ8385;SPC MN C     -   251,740.4     856,588.2     MT  (+/- 3 meters HH1 GPS) 
 DQ8385
 DQ8385_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVM6041534494(NAD 83)
 DQ8385
 DQ8385                          SUPERSEDED SURVEY CONTROL
 DQ8385
 DQ8385.No superseded survey control is available for this station.
 DQ8385
 DQ8385_MARKER: I = METAL ROD
 DQ8385_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DQ8385_STAMPING: 0108 H RESET 2 2016
 DQ8385_MARK LOGO: MNDT
 DQ8385_PROJECTION: RECESSED 8 CENTIMETERS
 DQ8385_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DQ8385_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ8385_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ8385+SATELLITE: SATELLITE OBSERVATIONS - September 22, 2016
 DQ8385_ROD/PIPE-DEPTH: 4.6 meters
 DQ8385
 DQ8385  HISTORY     - Date     Condition        Report By
 DQ8385  HISTORY     - 20160922 MONUMENTED       MNDT
 DQ8385
 DQ8385                          STATION DESCRIPTION
 DQ8385
 DQ8385'DESCRIBED BY MN DEPT OF TRANSP 2016
 DQ8385'THE MARK IS LOCATED ABOUT 2.1 MI (3.4 KM) NORTH OF MALMO.
 DQ8385'
 DQ8385'TO REACH THE MARK GO 2.1 MI (3.4 KM) NORTH ALONG TRUNK HIGHWAY 47 FROM
 DQ8385'THE JUNCTION OF TRUNK HIGHWAY 47 AND TRUNK HIGHWAY 18 IN MALMO, AT
 DQ8385'TRUNK HIGHWAY 47 MILE POINT 107.7.
 DQ8385'
 DQ8385'THE MARK IS LOCATED 158.0 FT (48.2 M) EAST OF TRUNK HIGHWAY 47, 22.0
 DQ8385'FT (6.7 M) SOUTH OF 240TH LANE, 87.8 FT (26.8 M) EAST-NORTHEAST OF A
 DQ8385'POWER POLE, 1.7 FT (0.5 M) WEST OF A WITNESS POST.
 DQ8385'
 DQ8385'NOTE-THE STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM ROD
 DQ8385'DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION REMOVABLE DISK
 DQ8385'SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH PVC
 DQ8385'PIPE BACK FILLED WITH WASHED SAND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DF4786 ***********************************************************************
 DF4786  DESIGNATION -  0108 J
 DF4786  PID         -  DF4786
 DF4786  STATE/COUNTY-  MN/AITKIN
 DF4786  COUNTRY     -  US
 DF4786  USGS QUAD   -  GLEN (2019)
 DF4786
 DF4786                         *CURRENT SURVEY CONTROL
 DF4786  ______________________________________________________________________
 DF4786* NAD 83(2011) POSITION- 46 24 12.14438(N) 093 30 57.48461(W)   ADJUSTED
 DF4786* NAD 83(2011) ELLIP HT-   364.955 (meters)        (06/27/12)   ADJUSTED
 DF4786* NAD 83(2011) EPOCH   -  2010.00
 DF4786* NAVD 88 ORTHO HEIGHT -   392.626 (meters)     1288.14  (feet) ADJUSTED
 DF4786  ______________________________________________________________________
 DF4786  GEOID HEIGHT    -        -27.670 (meters)                     GEOID18
 DF4786  NAD 83(2011) X  -   -270,218.323 (meters)                     COMP
 DF4786  NAD 83(2011) Y  - -4,397,915.696 (meters)                     COMP
 DF4786  NAD 83(2011) Z  -  4,596,544.506 (meters)                     COMP
 DF4786  LAPLACE CORR    -          0.59  (seconds)                    DEFLEC18
 DF4786  DYNAMIC HEIGHT  -        392.640 (meters)     1288.19  (feet) COMP
 DF4786  MODELED GRAVITY -    980,638.2   (mgal)                       NAVD 88
 DF4786
 DF4786  VERT ORDER      -  SECOND    CLASS I
 DF4786
 DF4786  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DF4786  Standards:
 DF4786         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DF4786            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DF4786  -------------------------------------------------------------------
 DF4786  NETWORK    0.77   0.82           0.36   0.24   0.42     -0.08602974
 DF4786  -------------------------------------------------------------------
 DF4786  Click here for local accuracies and other accuracy information.
 DF4786
 DF4786.The horizontal coordinates were established by GPS observations
 DF4786.and adjusted by the National Geodetic Survey in June 2012.
 DF4786
 DF4786.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DF4786.been affixed to the stable North American tectonic plate. See 
 DF4786.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DF4786
 DF4786.The horizontal coordinates are valid at the epoch date displayed above
 DF4786.which is a decimal equivalence of Year/Month/Day.
 DF4786
 DF4786.The orthometric height was determined by differential leveling and
 DF4786.adjusted by the NATIONAL GEODETIC SURVEY
 DF4786.in April 2021.
 DF4786
 DF4786.Significant digits in the geoid height do not necessarily reflect accuracy.
 DF4786.GEOID18 height accuracy estimate available here.
 DF4786
 DF4786.Click photographs - Photos may exist for this station.
 DF4786
 DF4786.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DF4786
 DF4786.The Laplace correction was computed from DEFLEC18 derived deflections.
 DF4786
 DF4786.The ellipsoidal height was determined by GPS observations
 DF4786.and is referenced to NAD 83.
 DF4786
 DF4786.The dynamic height is computed by dividing the NAVD 88
 DF4786.geopotential number by the normal gravity value computed on the
 DF4786.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DF4786.degrees latitude (g = 980.6199 gals.).
 DF4786
 DF4786.The modeled gravity was interpolated from observed gravity values.
 DF4786
 DF4786. The following values were computed from the NAD 83(2011) position.
 DF4786
 DF4786;                    North         East     Units Scale Factor Converg.
 DF4786;SPC MN C     -   256,241.300   856,440.771   MT  0.99992273   +0 31 51.6
 DF4786;SPC MN C     -   840,685.00  2,809,839.43   sFT  0.99992273   +0 31 51.6
 DF4786;UTM  15      - 5,138,995.968   460,338.752   MT  0.99961934   -0 22 25.2
 DF4786
 DF4786!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF4786!SPC MN C     -   0.99994279  x   0.99992273  =   0.99986553
 DF4786!UTM  15      -   0.99994279  x   0.99961934  =   0.99956215
 DF4786
 DF4786:                Primary Azimuth Mark                     Grid Az
 DF4786:SPC MN C     -  0108 K                                   356 26 36.6
 DF4786:UTM  15      -  0108 K                                   357 20 53.4
 DF4786
 DF4786_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVM6033838995(NAD 83)
 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  NAD 83(2007)-  46 24 12.14441(N)    093 30 57.48540(W) AD(2002.00) 0
 DF4786  ELLIP H (02/10/07)  364.988  (m)                       GP(2002.00)    
 DF4786  NAD 83(1996)-  46 24 12.14406(N)    093 30 57.48477(W) AD(       ) 1
 DF4786  ELLIP H (03/21/03)  365.017  (m)                       GP(       ) 3 2
 DF4786  NAVD 88 (12/15/04)  392.629  (m)         1288.15   (f) SUPERSEDED  2 1
 DF4786  NAVD 88             392.63   (m)         1288.2    (f) LEVELING    3  
 DF4786
 DF4786.Superseded values are not recommended for survey control.
 DF4786
 DF4786.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF4786.See file dsdata.pdf to determine how the superseded data were derived.
 DF4786
 DF4786_MARKER: DD = SURVEY DISK
 DF4786_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DF4786_STAMPING: 0108 J 2000
 DF4786_MARK LOGO: MNDT
 DF4786_PROJECTION: RECESSED 8 CENTIMETERS
 DF4786_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DF4786_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DF4786_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DF4786+SATELLITE: SATELLITE OBSERVATIONS - September 22, 2016
 DF4786_ROD/PIPE-DEPTH: 10.7 meters
 DF4786
 DF4786  HISTORY     - Date     Condition        Report By
 DF4786  HISTORY     - 2000     MONUMENTED       MNDT
 DF4786  HISTORY     - 20001030 GOOD             MNDT
 DF4786  HISTORY     - 20050622 GOOD             MNDT
 DF4786  HISTORY     - 20160922 GOOD             MNDT
 DF4786
 DF4786                          STATION DESCRIPTION
 DF4786
 DF4786'DESCRIBED BY MN DEPT OF TRANSP 2000 (DKH)
 DF4786'1 MI (1.6 KM) SOUTH OF GLEN, 1 MI (1.6 KM) SOUTH ALONG TH 47 FROM JCT
 DF4786'OF CO RD 12, AT TH 47 MP 110.5, 53 FT (16.2 M) WEST OF TH 47, 26 FT
 DF4786'(7.9 M) SOUTH OF ENT, 2.2 FT (0.7 M) NORTH OF WIT POST.
 DF4786
 DF4786                          STATION RECOVERY (2000)
 DF4786
 DF4786'RECOVERY NOTE BY MN DEPT OF TRANSP 2000 (WAS)
 DF4786'THE MARK IS 1 MI (1.6 KM) SOUTH OF GLEN, 1 MI (1.6 KM) SOUTH ALONG TH
 DF4786'47 FROM JCT OF TH 47 AND CO RD 12 IN GLEN, AT TH 47 MP 110.5, 53 FT
 DF4786'(16.2 M) WEST OF TH 47, 26 FT (7.9 M) SOUTH OF ENT, 2.2 FT (0.7 M)
 DF4786'NORTH OF WIT POST, MAGNETIC, AND SUITABLE FOR GPS.
 DF4786
 DF4786                          STATION RECOVERY (2005)
 DF4786
 DF4786'RECOVERY NOTE BY MN DEPT OF TRANSP 2005 (KNB)
 DF4786'THE MARK IS LOCATED ABOUT 6.8 MI (10.9 KM) SOUTHWEST OF THOR, 4.8 MI
 DF4786'(7.7 KM) NORTH OF MALMO AND 1.0 MI (1.6 KM) SOUTH OF GLEN, AT TRUNK
 DF4786'HIGHWAY 47 MILE POINT 110.5.
 DF4786'
 DF4786'FROM THE JUNCTION OF TRUNK HIGHWAY 47 AND COUNTY ROAD 12 IN GLEN GO
 DF4786'1.0 MI (1.6 KM) SOUTH ALONG TRUNK HIGHWAY 47.
 DF4786'
 DF4786'THE MARK IS 53 FT (16.2 M) WEST OF TRUNK HIGHWAY 47, 26 FT (7.9 M)
 DF4786'SOUTH OF AN ENTRANCE, 2.2 FT (0.7 M) NORTH OF A WITNESS POST.
 DF4786
 DF4786                          STATION RECOVERY (2016)
 DF4786
 DF4786'RECOVERY NOTE BY MN DEPT OF TRANSP 2016 (KMS)
 DF4786'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DF4787 ***********************************************************************
 DF4787  DESIGNATION -  0108 K
 DF4787  PID         -  DF4787
 DF4787  STATE/COUNTY-  MN/AITKIN
 DF4787  COUNTRY     -  US
 DF4787  USGS QUAD   -  GLEN (2019)
 DF4787
 DF4787                         *CURRENT SURVEY CONTROL
 DF4787  ______________________________________________________________________
 DF4787* NAD 83(2011) POSITION- 46 25 04.07884(N) 093 31 01.45356(W)   ADJUSTED
 DF4787* NAD 83(2011) ELLIP HT-   369.408 (meters)        (06/27/12)   ADJUSTED
 DF4787* NAD 83(2011) EPOCH   -  2010.00
 DF4787* NAVD 88 ORTHO HEIGHT -   397.113 (meters)     1302.86  (feet) ADJUSTED
 DF4787  ______________________________________________________________________
 DF4787  GEOID HEIGHT    -        -27.699 (meters)                     GEOID18
 DF4787  NAD 83(2011) X  -   -270,231.879 (meters)                     COMP
 DF4787  NAD 83(2011) Y  - -4,396,754.187 (meters)                     COMP
 DF4787  NAD 83(2011) Z  -  4,597,653.462 (meters)                     COMP
 DF4787  LAPLACE CORR    -          0.66  (seconds)                    DEFLEC18
 DF4787  DYNAMIC HEIGHT  -        397.127 (meters)     1302.91  (feet) COMP
 DF4787  MODELED GRAVITY -    980,639.0   (mgal)                       NAVD 88
 DF4787
 DF4787  VERT ORDER      -  SECOND    CLASS I
 DF4787
 DF4787  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DF4787  Standards:
 DF4787         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DF4787            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DF4787  -------------------------------------------------------------------
 DF4787  NETWORK    0.66   0.71           0.31   0.21   0.36     -0.03289262
 DF4787  -------------------------------------------------------------------
 DF4787  Click here for local accuracies and other accuracy information.
 DF4787
 DF4787.The horizontal coordinates were established by GPS observations
 DF4787.and adjusted by the National Geodetic Survey in June 2012.
 DF4787
 DF4787.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DF4787.been affixed to the stable North American tectonic plate. See 
 DF4787.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DF4787
 DF4787.The horizontal coordinates are valid at the epoch date displayed above
 DF4787.which is a decimal equivalence of Year/Month/Day.
 DF4787
 DF4787.The orthometric height was determined by differential leveling and
 DF4787.adjusted by the NATIONAL GEODETIC SURVEY
 DF4787.in April 2021.
 DF4787
 DF4787.Significant digits in the geoid height do not necessarily reflect accuracy.
 DF4787.GEOID18 height accuracy estimate available here.
 DF4787
 DF4787.Click photographs - Photos may exist for this station.
 DF4787
 DF4787.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DF4787
 DF4787.The Laplace correction was computed from DEFLEC18 derived deflections.
 DF4787
 DF4787.The ellipsoidal height was determined by GPS observations
 DF4787.and is referenced to NAD 83.
 DF4787
 DF4787.The dynamic height is computed by dividing the NAVD 88
 DF4787.geopotential number by the normal gravity value computed on the
 DF4787.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DF4787.degrees latitude (g = 980.6199 gals.).
 DF4787
 DF4787.The modeled gravity was interpolated from observed gravity values.
 DF4787
 DF4787. The following values were computed from the NAD 83(2011) position.
 DF4787
 DF4787;                    North         East     Units Scale Factor Converg.
 DF4787;SPC MN C     -   257,843.934   856,341.164   MT  0.99992307   +0 31 48.7
 DF4787;SPC MN C     -   845,942.97  2,809,512.64   sFT  0.99992307   +0 31 48.7
 DF4787;UTM  15      - 5,140,599.488   460,264.485   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  =   0.99986517
 DF4787!UTM  15      -   0.99994209  x   0.99961941  =   0.99956153
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVM6026440599(NAD 83)
 DF4787
 DF4787|---------------------------------------------------------------------|
 DF4787| PID    Reference Object                     Distance      Geod. Az  |
 DF4787|                                                           dddmmss.s |
 DF4787| DF4786 0108 J                              APPROX. 1.6 KM 1765825.4 |
 DF4787|---------------------------------------------------------------------|
 DF4787
 DF4787                          SUPERSEDED SURVEY CONTROL
 DF4787
 DF4787  NAD 83(2007)-  46 25 04.07884(N)    093 31 01.45434(W) AD(2002.00) 0
 DF4787  ELLIP H (02/10/07)  369.441  (m)                       GP(2002.00)    
 DF4787  NAD 83(1996)-  46 25 04.07850(N)    093 31 01.45372(W) AD(       ) 1
 DF4787  ELLIP H (03/21/03)  369.470  (m)                       GP(       ) 3 2
 DF4787  NAVD 88 (12/15/04)  397.116  (m)         1302.87   (f) SUPERSEDED  2 1
 DF4787  NAVD 88             397.12   (m)         1302.9    (f) LEVELING    3  
 DF4787
 DF4787.Superseded values are not recommended for survey control.
 DF4787
 DF4787.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF4787.See file dsdata.pdf to determine how the superseded data were derived.
 DF4787
 DF4787_MARKER: DD = SURVEY DISK
 DF4787_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DF4787_STAMPING: 0108 K 2000
 DF4787_MARK LOGO: MNDT
 DF4787_PROJECTION: FLUSH
 DF4787_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DF4787_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DF4787_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF4787+SATELLITE: SATELLITE OBSERVATIONS - January 06, 2020
 DF4787_ROD/PIPE-DEPTH: 12.2 meters
 DF4787
 DF4787  HISTORY     - Date     Condition        Report By
 DF4787  HISTORY     - 2000     MONUMENTED       MNDT
 DF4787  HISTORY     - 20001030 GOOD             MNDT
 DF4787  HISTORY     - 20050622 GOOD             MNDT
 DF4787  HISTORY     - 20051017 GOOD             MNDT
 DF4787  HISTORY     - 20161010 GOOD             MNDT
 DF4787  HISTORY     - 20200106 GOOD             MNDT
 DF4787
 DF4787                          STATION DESCRIPTION
 DF4787
 DF4787'DESCRIBED BY MN DEPT OF TRANSP 2000 (DKH)
 DF4787'IN GLEN, 0.01 MI (0.02 KM) WEST ALONG CO RD 12 FROM JCT OF TH 47, 57
 DF4787'FT (17.4 M) SOUTH OF CO RD 12, 54 FT (16.5 M) EAST OF ENT, 7.4 FT (2.3
 DF4787'M) WNW OF P- POLE, 2.3 FT (0.7 M) WEST OF WIT POST.
 DF4787
 DF4787                          STATION RECOVERY (2000)
 DF4787
 DF4787'RECOVERY NOTE BY MN DEPT OF TRANSP 2000 (WAS)
 DF4787'THE MARK IS IN GLEN, 0.01 MI (0.02 KM) WEST ALONG CO RD 12 FROM JCT OF
 DF4787'CO RD 12 AND TH 47 IN GLEN, 57 FT (17.4 M) SOUTH OF CO RD 12, 54 FT
 DF4787'(16.5 M) EAST OF ENT, 7.4 FT (2.3 M) WNW OF P-POLE, 2.3 FT (0.7 M)
 DF4787'WEST OF WIT POST, MAGNETIC, AND SUITABLE FOR GPS.
 DF4787
 DF4787                          STATION RECOVERY (2005)
 DF4787
 DF4787'RECOVERY NOTE BY MN DEPT OF TRANSP 2005 (KNB)
 DF4787'IN GLEN, 0.01 MI (0.0 KM) WEST ALONG COUNTY ROAD 12 FROM THE JUNCTION
 DF4787'OF COUNTY ROAD 12 AND TRUNK HIGHWAY 47 IN GLEN, 57 FT (17.4 M) SOUTH
 DF4787'OF COUNTY ROAD 12, 54 FT (16.5 M) EAST OF ENTRANCE, 7.4 FT (2.3 M)
 DF4787'WEST-NORTHWEST OF POWER POLE, 2.3 FT (0.7 M) WEST OF A WITNESS POST.
 DF4787
 DF4787                          STATION RECOVERY (2005)
 DF4787
 DF4787'RECOVERY NOTE BY MN DEPT OF TRANSP 2005 (JDW)
 DF4787'IN GLEN, 0.01 MI (0.02 KM) WEST ALONG COUNTY ROAD 12  FROM THE
 DF4787'JUNCTION OF COUNTY ROAD 12 AND TRUNK HIGHWAY 47 IN GLEN, 57 FT (17.4
 DF4787'M) SOUTH OF COUNTY ROAD 12, 54 FT (16.5 M) EAST OF ENTRANCE, 7.4 FT
 DF4787'(2.3 M) WEST-NORTHWEST OF POWER POLE, 2.3 FT (0.7 M) WEST OF A WITNESS
 DF4787'POST.
 DF4787
 DF4787                          STATION RECOVERY (2016)
 DF4787
 DF4787'RECOVERY NOTE BY MN DEPT OF TRANSP 2016 (MAS)
 DF4787'RECOVERED AS DESCRIBED.
 DF4787
 DF4787                          STATION RECOVERY (2020)
 DF4787
 DF4787'RECOVERY NOTE BY MN DEPT OF TRANSP 2020 (KMS)
 DF4787'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DF4788 ***********************************************************************
 DF4788  DESIGNATION -  0108 L
 DF4788  PID         -  DF4788
 DF4788  STATE/COUNTY-  MN/AITKIN
 DF4788  COUNTRY     -  US
 DF4788  USGS QUAD   -  GLEN (2019)
 DF4788
 DF4788                         *CURRENT SURVEY CONTROL
 DF4788  ______________________________________________________________________
 DF4788* NAD 83(2011) POSITION- 46 26 48.96692(N) 093 30 55.41639(W)   ADJUSTED
 DF4788* NAD 83(2011) ELLIP HT-   369.291 (meters)        (06/27/12)   ADJUSTED
 DF4788* NAD 83(2011) EPOCH   -  2010.00
 DF4788* NAVD 88 ORTHO HEIGHT -   397.046 (meters)     1302.64  (feet) ADJUSTED
 DF4788  ______________________________________________________________________
 DF4788  GEOID HEIGHT    -        -27.760 (meters)                     GEOID18
 DF4788  NAD 83(2011) X  -   -269,959.288 (meters)                     COMP
 DF4788  NAD 83(2011) Y  - -4,394,419.654 (meters)                     COMP
 DF4788  NAD 83(2011) Z  -  4,599,885.654 (meters)                     COMP
 DF4788  LAPLACE CORR    -          0.62  (seconds)                    DEFLEC18
 DF4788  DYNAMIC HEIGHT  -        397.062 (meters)     1302.69  (feet) COMP
 DF4788  MODELED GRAVITY -    980,640.6   (mgal)                       NAVD 88
 DF4788
 DF4788  VERT ORDER      -  SECOND    CLASS I
 DF4788
 DF4788  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DF4788  Standards:
 DF4788         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DF4788            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DF4788  -------------------------------------------------------------------
 DF4788  NETWORK    0.66   0.74           0.31   0.21   0.38     -0.04702453
 DF4788  -------------------------------------------------------------------
 DF4788  Click here for local accuracies and other accuracy information.
 DF4788
 DF4788.The horizontal coordinates were established by GPS observations
 DF4788.and adjusted by the National Geodetic Survey in June 2012.
 DF4788
 DF4788.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DF4788.been affixed to the stable North American tectonic plate. See 
 DF4788.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DF4788
 DF4788.The horizontal coordinates are valid at the epoch date displayed above
 DF4788.which is a decimal equivalence of Year/Month/Day.
 DF4788
 DF4788.The orthometric height was determined by differential leveling and
 DF4788.adjusted by the NATIONAL GEODETIC SURVEY
 DF4788.in April 2021.
 DF4788
 DF4788.Significant digits in the geoid height do not necessarily reflect accuracy.
 DF4788.GEOID18 height accuracy estimate available here.
 DF4788
 DF4788.Click photographs - Photos may exist for this station.
 DF4788
 DF4788.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DF4788
 DF4788.The Laplace correction was computed from DEFLEC18 derived deflections.
 DF4788
 DF4788.The ellipsoidal height was determined by GPS observations
 DF4788.and is referenced to NAD 83.
 DF4788
 DF4788.The dynamic height is computed by dividing the NAVD 88
 DF4788.geopotential number by the normal gravity value computed on the
 DF4788.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DF4788.degrees latitude (g = 980.6199 gals.).
 DF4788
 DF4788.The modeled gravity was interpolated from observed gravity values.
 DF4788
 DF4788. The following values were computed from the NAD 83(2011) position.
 DF4788
 DF4788;                    North         East     Units Scale Factor Converg.
 DF4788;SPC MN C     -   261,083.445   856,440.037   MT  0.99992393   +0 31 53.1
 DF4788;SPC MN C     -   856,571.27  2,809,837.02   sFT  0.99992393   +0 31 53.1
 DF4788;UTM  15      - 5,143,836.049   460,414.458   MT  0.99961926   -0 22 24.7
 DF4788
 DF4788!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF4788!SPC MN C     -   0.99994211  x   0.99992393  =   0.99986605
 DF4788!UTM  15      -   0.99994211  x   0.99961926  =   0.99956140
 DF4788
 DF4788_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVM6041443836(NAD 83)
 DF4788
 DF4788                          SUPERSEDED SURVEY CONTROL
 DF4788
 DF4788  NAD 83(2007)-  46 26 48.96694(N)    093 30 55.41718(W) AD(2002.00) 0
 DF4788  ELLIP H (02/10/07)  369.323  (m)                       GP(2002.00)    
 DF4788  NAD 83(1996)-  46 26 48.96657(N)    093 30 55.41656(W) AD(       ) 1
 DF4788  ELLIP H (03/21/03)  369.352  (m)                       GP(       ) 3 2
 DF4788  NAVD 88 (12/15/04)  397.050  (m)         1302.65   (f) SUPERSEDED  2 1
 DF4788  NAVD 88             397.05   (m)         1302.7    (f) LEVELING    3  
 DF4788
 DF4788.Superseded values are not recommended for survey control.
 DF4788
 DF4788.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF4788.See file dsdata.pdf to determine how the superseded data were derived.
 DF4788
 DF4788_MARKER: DD = SURVEY DISK
 DF4788_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DF4788_STAMPING: 0108 L 2000
 DF4788_MARK LOGO: MNDT
 DF4788_PROJECTION: FLUSH
 DF4788_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DF4788_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DF4788_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DF4788+SATELLITE: SATELLITE OBSERVATIONS - October 10, 2016
 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  HISTORY     - 20051017 GOOD             MNDT
 DF4788  HISTORY     - 20161010 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.
 DF4788
 DF4788                          STATION RECOVERY (2005)
 DF4788
 DF4788'RECOVERY NOTE BY MN DEPT OF TRANSP 2005 (JDW)
 DF4788'2.00 MI (3.22 KM) NORTH OF GLEN, AT TRUNK HIGHWAY 47 MILE POINT
 DF4788'113.50, 2.00 MI (3.22 KM) NORTH ALONG TRUNK HIGHWAY 47  FROM THE
 DF4788'JUNCTION TRUNK HIGHWAY 47 AND COUNTY ROAD 12 IN GLEN, 33 FT (10.1 M)
 DF4788'EAST OF TRUNK HIGHWAY 47, 23 FT (7.0 M) SOUTH OF DRIVEWAY, 3.4 FT (1.0
 DF4788'M) WEST OF A WITNESS POST.
 DF4788
 DF4788                          STATION RECOVERY (2016)
 DF4788
 DF4788'RECOVERY NOTE BY MN DEPT OF TRANSP 2016 (MAS)
 DF4788'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DG6953 ***********************************************************************
 DG6953  DESIGNATION -  0108 M
 DG6953  PID         -  DG6953
 DG6953  STATE/COUNTY-  MN/AITKIN
 DG6953  COUNTRY     -  US
 DG6953  USGS QUAD   -  GLEN (2019)
 DG6953
 DG6953                         *CURRENT SURVEY CONTROL
 DG6953  ______________________________________________________________________
 DG6953* NAD 83(1986) POSITION- 46 27 27.82   (N) 093 30 57.55   (W)   HD_HELD1
 DG6953* NAVD 88 ORTHO HEIGHT -   404.236 (meters)     1326.23  (feet) ADJUSTED
 DG6953  ______________________________________________________________________
 DG6953  GEOID HEIGHT    -        -27.783 (meters)                     GEOID18
 DG6953  DYNAMIC HEIGHT  -        404.251 (meters)     1326.28  (feet) COMP
 DG6953  MODELED GRAVITY -    980,641.0   (mgal)                       NAVD 88
 DG6953
 DG6953  VERT ORDER      -  SECOND    CLASS I
 DG6953
 DG6953.The horizontal coordinates were determined by differentially corrected
 DG6953.hand held GPS observations or other comparable positioning techniques
 DG6953.and have an estimated accuracy of +/- 3 meters.
 DG6953
 DG6953.The orthometric height was determined by differential leveling and
 DG6953.adjusted by the NATIONAL GEODETIC SURVEY
 DG6953.in April 2021.
 DG6953
 DG6953.Significant digits in the geoid height do not necessarily reflect accuracy.
 DG6953.GEOID18 height accuracy estimate available here.
 DG6953
 DG6953.Click photographs - Photos may exist for this station.
 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     -   262,282.6     856,383.4     MT  (+/- 3 meters HH1 GPS) 
 DG6953
 DG6953_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVM6037645035(NAD 83)
 DG6953
 DG6953                          SUPERSEDED SURVEY CONTROL
 DG6953
 DG6953  NAVD 88 (12/15/04)  404.237  (m)         1326.23   (f) SUPERSEDED  2 1
 DG6953
 DG6953.Superseded values are not recommended for survey control.
 DG6953
 DG6953.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG6953.See file dsdata.pdf to determine how the superseded data were derived.
 DG6953
 DG6953_MARKER: DB = BENCH MARK DISK
 DG6953_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 DG6953_STAMPING: 0108 M 2000
 DG6953_MARK LOGO: MNHD
 DG6953_PROJECTION: FLUSH
 DG6953_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DG6953_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DG6953_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DG6953+SATELLITE: SATELLITE OBSERVATIONS - October 10, 2016
 DG6953
 DG6953  HISTORY     - Date     Condition        Report By
 DG6953  HISTORY     - 20000401 MONUMENTED       MNHD
 DG6953  HISTORY     - 20001101 GOOD             MNDT
 DG6953  HISTORY     - 20161010 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.
 DG6953
 DG6953                          STATION RECOVERY (2016)
 DG6953
 DG6953'RECOVERY NOTE BY MN DEPT OF TRANSP 2016 (MAS)
 DG6953'THE MARK IS LOCATED ABOUT 2.8 MI (4.5 KM) NORTH OF GLEN.
 DG6953'
 DG6953'TO REACH THE MARK GO 2.8 MI (4.5 KM) NORTH ALONG TRUNK HIGHWAY 47 FROM
 DG6953'THE JUNCTION OF TRUNK HIGHWAY 47 AND COUNTY ROAD 12 IN GLEN, AT TRUNK
 DG6953'HIGHWAY 47 MILE POINT 114.30.
 DG6953'
 DG6953'THE MARK IS LOCATED 94.0 FT (28.7 M) WEST OF TRUNK HIGHWAY 47, 89.0 FT
 DG6953'(27.1 M) SOUTH OF 308TH STREET, 12.0 FT (3.7 M) NORTH AND 75.0 FT
 DG6953'(22.9 M) EAST OF THE NORTHEAST CORNER OF THE GLEN TOWN HALL, 10.6 FT
 DG6953'(3.2 M) WEST-NORTHWEST OF THE NORTHWEST CORNER OF THE ELECTRIC BOX,
 DG6953'35.6 FT (10.9 M) NORTHWEST OF A POWER POLE.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DQ8374 ***********************************************************************
 DQ8374  DESIGNATION -  0108 N RESET
 DQ8374  PID         -  DQ8374
 DQ8374  STATE/COUNTY-  MN/AITKIN
 DQ8374  COUNTRY     -  US
 DQ8374  USGS QUAD   -  GLEN (2019)
 DQ8374
 DQ8374                         *CURRENT SURVEY CONTROL
 DQ8374  ______________________________________________________________________
 DQ8374* NAD 83(1986) POSITION- 46 28 08.23   (N) 093 31 50.68   (W)   HD_HELD1
 DQ8374* NAVD 88 ORTHO HEIGHT -   401.337 (meters)     1316.72  (feet) ADJUSTED
 DQ8374  ______________________________________________________________________
 DQ8374  GEOID HEIGHT    -        -27.812 (meters)                     GEOID18
 DQ8374  DYNAMIC HEIGHT  -        401.352 (meters)     1316.77  (feet) COMP
 DQ8374  MODELED GRAVITY -    980,641.1   (mgal)                       NAVD 88
 DQ8374
 DQ8374  VERT ORDER      -  SECOND    CLASS I
 DQ8374
 DQ8374.The horizontal coordinates were determined by differentially corrected
 DQ8374.hand held GPS observations or other comparable positioning techniques
 DQ8374.and have an estimated accuracy of +/- 3 meters.
 DQ8374
 DQ8374.The orthometric height was determined by differential leveling and
 DQ8374.adjusted by the NATIONAL GEODETIC SURVEY
 DQ8374.in April 2021.
 DQ8374
 DQ8374.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ8374.GEOID18 height accuracy estimate available here.
 DQ8374
 DQ8374.Click photographs - Photos may exist for this station.
 DQ8374
 DQ8374.The dynamic height is computed by dividing the NAVD 88
 DQ8374.geopotential number by the normal gravity value computed on the
 DQ8374.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ8374.degrees latitude (g = 980.6199 gals.).
 DQ8374
 DQ8374.The modeled gravity was interpolated from observed gravity values.
 DQ8374
 DQ8374;                    North         East    Units  Estimated Accuracy
 DQ8374;SPC MN C     -   263,519.8     855,238.4     MT  (+/- 3 meters HH1 GPS) 
 DQ8374
 DQ8374_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVM5925146290(NAD 83)
 DQ8374
 DQ8374                          SUPERSEDED SURVEY CONTROL
 DQ8374
 DQ8374.No superseded survey control is available for this station.
 DQ8374
 DQ8374_MARKER: I = METAL ROD
 DQ8374_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DQ8374_STAMPING: 0108 N RESET 2016
 DQ8374_MARK LOGO: MNDT
 DQ8374_PROJECTION: RECESSED 10 CENTIMETERS
 DQ8374_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DQ8374_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ8374_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ8374+SATELLITE: SATELLITE OBSERVATIONS - October 10, 2016
 DQ8374_ROD/PIPE-DEPTH: 4.6 meters
 DQ8374
 DQ8374  HISTORY     - Date     Condition        Report By
 DQ8374  HISTORY     - 20161010 MONUMENTED       MNDT
 DQ8374
 DQ8374                          STATION DESCRIPTION
 DQ8374
 DQ8374'DESCRIBED BY MN DEPT OF TRANSP 2016
 DQ8374'THE MARK IS LOCATED ABOUT 3.9 MI (6.3 KM) NORTH OF GLEN.
 DQ8374'
 DQ8374'TO REACH THE MARK GO 3.9 MI (6.3 KM) NORTH ALONG TRUNK HIGHWAY 47 FROM
 DQ8374'THE JUNCTION OF TRUNK HIGHWAY 47 AND COUNTY ROAD 12 IN GLEN, AT TRUNK
 DQ8374'HIGHWAY 47 MILE POINT 115.4.
 DQ8374'
 DQ8374'THE MARK IS LOCATED 50.0 FT (15.2 M) NORTHEAST OF TRUNK HIGHWAY 47,
 DQ8374'24.0 FT (7.3 M) NORTH OF A DRIVEWAY, 2.2 FT (0.7 M) WEST OF A WITNESS
 DQ8374'POST.
 DQ8374'
 DQ8374'NOTE-THE STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM ROD
 DQ8374'DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION REMOVABLE DISK
 DQ8374'SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH PVC
 DQ8374'PIPE BACK FILLED WITH WASHED SAND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DQ8371 ***********************************************************************
 DQ8371  DESIGNATION -  0108 P RESET
 DQ8371  PID         -  DQ8371
 DQ8371  STATE/COUNTY-  MN/AITKIN
 DQ8371  COUNTRY     -  US
 DQ8371  USGS QUAD   -  GLEN (2019)
 DQ8371
 DQ8371                         *CURRENT SURVEY CONTROL
 DQ8371  ______________________________________________________________________
 DQ8371* NAD 83(1986) POSITION- 46 29 28.22   (N) 093 32 09.02   (W)   HD_HELD1
 DQ8371* NAVD 88 ORTHO HEIGHT -   379.320 (meters)     1244.49  (feet) ADJUSTED
 DQ8371  ______________________________________________________________________
 DQ8371  GEOID HEIGHT    -        -27.862 (meters)                     GEOID18
 DQ8371  DYNAMIC HEIGHT  -        379.335 (meters)     1244.53  (feet) COMP
 DQ8371  MODELED GRAVITY -    980,642.2   (mgal)                       NAVD 88
 DQ8371
 DQ8371  VERT ORDER      -  SECOND    CLASS I
 DQ8371
 DQ8371.The horizontal coordinates were determined by differentially corrected
 DQ8371.hand held GPS observations or other comparable positioning techniques
 DQ8371.and have an estimated accuracy of +/- 3 meters.
 DQ8371
 DQ8371.The orthometric height was determined by differential leveling and
 DQ8371.adjusted by the NATIONAL GEODETIC SURVEY
 DQ8371.in April 2021.
 DQ8371
 DQ8371.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ8371.GEOID18 height accuracy estimate available here.
 DQ8371
 DQ8371.Click photographs - Photos may exist for this station.
 DQ8371
 DQ8371.The dynamic height is computed by dividing the NAVD 88
 DQ8371.geopotential number by the normal gravity value computed on the
 DQ8371.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ8371.degrees latitude (g = 980.6199 gals.).
 DQ8371
 DQ8371.The modeled gravity was interpolated from observed gravity values.
 DQ8371
 DQ8371;                    North         East    Units  Estimated Accuracy
 DQ8371;SPC MN C     -   265,985.9     854,824.9     MT  (+/- 3 meters HH1 GPS) 
 DQ8371
 DQ8371_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVM5887748761(NAD 83)
 DQ8371
 DQ8371                          SUPERSEDED SURVEY CONTROL
 DQ8371
 DQ8371.No superseded survey control is available for this station.
 DQ8371
 DQ8371_MARKER: I = METAL ROD
 DQ8371_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DQ8371_STAMPING: 0108 P RESET 2016
 DQ8371_MARK LOGO: MNDT
 DQ8371_PROJECTION: RECESSED 8 CENTIMETERS
 DQ8371_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DQ8371_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ8371_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ8371+SATELLITE: SATELLITE OBSERVATIONS - October 10, 2016
 DQ8371_ROD/PIPE-DEPTH: 4.6 meters
 DQ8371
 DQ8371  HISTORY     - Date     Condition        Report By
 DQ8371  HISTORY     - 20161010 MONUMENTED       MNDT
 DQ8371
 DQ8371                          STATION DESCRIPTION
 DQ8371
 DQ8371'DESCRIBED BY MN DEPT OF TRANSP 2016
 DQ8371'THE MARK IS LOCATED ABOUT 5.55 MI (8.93 KM) NORTH OF GLEN.
 DQ8371'
 DQ8371'TO REACH THE MARK GO 5.55 MI (8.93 KM) NORTH ALONG TRUNK HIGHWAY 47
 DQ8371'FROM THE JUNCTION OF TRUNK HIGHWAY 47 AND COUNTY ROAD 12 IN GLEN, AT
 DQ8371'TRUNK HIGHWAY 47 MILE POINT 117.05.
 DQ8371'
 DQ8371'THE MARK IS LOCATED 62.5 FT (19.1 M) WEST OF TRUNK HIGHWAY 47, 22.0 FT
 DQ8371'(6.7 M) NORTH OF 330TH LANE (MINIMUM MAINTENANCE ROAD), 2.6 FT (0.8 M)
 DQ8371'SOUTH OF A WITNESS POST.
 DQ8371'
 DQ8371'NOTE-THE STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM ROD
 DQ8371'DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION REMOVABLE DISK
 DQ8371'SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH PVC
 DQ8371'PIPE BACK FILLED WITH WASHED SAND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DQ8370 ***********************************************************************
 DQ8370  DESIGNATION -  0108 Q RESET
 DQ8370  PID         -  DQ8370
 DQ8370  STATE/COUNTY-  MN/AITKIN
 DQ8370  COUNTRY     -  US
 DQ8370  USGS QUAD   -  HASSMAN (2019)
 DQ8370
 DQ8370                         *CURRENT SURVEY CONTROL
 DQ8370  ______________________________________________________________________
 DQ8370* NAD 83(1986) POSITION- 46 30 21.12   (N) 093 32 12.62   (W)   HD_HELD1
 DQ8370* NAVD 88 ORTHO HEIGHT -   380.309 (meters)     1247.73  (feet) ADJUSTED
 DQ8370  ______________________________________________________________________
 DQ8370  GEOID HEIGHT    -        -27.892 (meters)                     GEOID18
 DQ8370  DYNAMIC HEIGHT  -        380.325 (meters)     1247.78  (feet) COMP
 DQ8370  MODELED GRAVITY -    980,645.1   (mgal)                       NAVD 88
 DQ8370
 DQ8370  VERT ORDER      -  SECOND    CLASS I
 DQ8370
 DQ8370.The horizontal coordinates were determined by differentially corrected
 DQ8370.hand held GPS observations or other comparable positioning techniques
 DQ8370.and have an estimated accuracy of +/- 3 meters.
 DQ8370
 DQ8370.The orthometric height was determined by differential leveling and
 DQ8370.adjusted by the NATIONAL GEODETIC SURVEY
 DQ8370.in April 2021.
 DQ8370
 DQ8370.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ8370.GEOID18 height accuracy estimate available here.
 DQ8370
 DQ8370.Click photographs - Photos may exist for this station.
 DQ8370
 DQ8370.The dynamic height is computed by dividing the NAVD 88
 DQ8370.geopotential number by the normal gravity value computed on the
 DQ8370.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ8370.degrees latitude (g = 980.6199 gals.).
 DQ8370
 DQ8370.The modeled gravity was interpolated from observed gravity values.
 DQ8370
 DQ8370;                    North         East    Units  Estimated Accuracy
 DQ8370;SPC MN C     -   267,618.5     854,733.4     MT  (+/- 3 meters HH1 GPS) 
 DQ8370
 DQ8370_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVM5881150395(NAD 83)
 DQ8370
 DQ8370                          SUPERSEDED SURVEY CONTROL
 DQ8370
 DQ8370.No superseded survey control is available for this station.
 DQ8370
 DQ8370_MARKER: I = METAL ROD
 DQ8370_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DQ8370_STAMPING: 0108 Q RESET 2016
 DQ8370_MARK LOGO: MNDT
 DQ8370_PROJECTION: FLUSH
 DQ8370_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DQ8370_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ8370_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ8370+SATELLITE: SATELLITE OBSERVATIONS - October 10, 2016
 DQ8370_ROD/PIPE-DEPTH: 13.1 meters
 DQ8370
 DQ8370  HISTORY     - Date     Condition        Report By
 DQ8370  HISTORY     - 20161010 MONUMENTED       MNDT
 DQ8370
 DQ8370                          STATION DESCRIPTION
 DQ8370
 DQ8370'DESCRIBED BY MN DEPT OF TRANSP 2016
 DQ8370'THE MARK IS LOCATED ABOUT 6.55 MI (10.54 KM) NORTH OF GLEN.
 DQ8370'
 DQ8370'TO REACH THE MARK GO 6.55 MI (10.54 KM) NORTH ALONG TRUNK HIGHWAY 47
 DQ8370'FROM THE JUNCTION OF TRUNK HIGHWAY 47 AND COUNTY ROAD 12 IN GLEN, AT
 DQ8370'TRUNK HIGHWAY 47 MILE POINT 118.05.
 DQ8370'
 DQ8370'THE MARK IS LOCATED 120.0 FT (36.6 M) EAST-NORTHEAST OF TRUNK HIGHWAY
 DQ8370'47, 73.0 FT (22.3 M) NORTH OF COUNTY ROAD 5, 4.1 FT (1.2 M) SOUTH OF A
 DQ8370'POWER POLE WITH A GUY WIRE, 4.7 FT (1.4 M) SOUTHWEST OF A RIGHT-OF-WAY
 DQ8370'POST, 2.9 FT (0.9 M) EAST OF A WITNESS POST.
 DQ8370'
 DQ8370'NOTE - THE STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM
 DQ8370'ROD DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION REMOVABLE
 DQ8370'DISK SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH
 DQ8370'PVC PIPE BACK FILLED WITH WASHED SAND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DQ8365 ***********************************************************************
 DQ8365  DESIGNATION -  0108 R RESET
 DQ8365  PID         -  DQ8365
 DQ8365  STATE/COUNTY-  MN/AITKIN
 DQ8365  COUNTRY     -  US
 DQ8365  USGS QUAD   -  HASSMAN (2019)
 DQ8365
 DQ8365                         *CURRENT SURVEY CONTROL
 DQ8365  ______________________________________________________________________
 DQ8365* NAD 83(1986) POSITION- 46 31 13.27   (N) 093 34 48.04   (W)   HD_HELD1
 DQ8365* NAVD 88 ORTHO HEIGHT -   375.638 (meters)     1232.41  (feet) ADJUSTED
 DQ8365  ______________________________________________________________________
 DQ8365  GEOID HEIGHT    -        -27.911 (meters)                     GEOID18
 DQ8365  DYNAMIC HEIGHT  -        375.655 (meters)     1232.46  (feet) COMP
 DQ8365  MODELED GRAVITY -    980,648.7   (mgal)                       NAVD 88
 DQ8365
 DQ8365  VERT ORDER      -  SECOND    CLASS I
 DQ8365
 DQ8365.The horizontal coordinates were determined by differentially corrected
 DQ8365.hand held GPS observations or other comparable positioning techniques
 DQ8365.and have an estimated accuracy of +/- 3 meters.
 DQ8365
 DQ8365.The orthometric height was determined by differential leveling and
 DQ8365.adjusted by the NATIONAL GEODETIC SURVEY
 DQ8365.in April 2021.
 DQ8365
 DQ8365.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ8365.GEOID18 height accuracy estimate available here.
 DQ8365
 DQ8365.Click photographs - Photos may exist for this station.
 DQ8365
 DQ8365.The dynamic height is computed by dividing the NAVD 88
 DQ8365.geopotential number by the normal gravity value computed on the
 DQ8365.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ8365.degrees latitude (g = 980.6199 gals.).
 DQ8365
 DQ8365.The modeled gravity was interpolated from observed gravity values.
 DQ8365
 DQ8365;                    North         East    Units  Estimated Accuracy
 DQ8365;SPC MN C     -   269,199.7     851,406.5     MT  (+/- 3 meters HH1 GPS) 
 DQ8365
 DQ8365_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVM5551152028(NAD 83)
 DQ8365
 DQ8365                          SUPERSEDED SURVEY CONTROL
 DQ8365
 DQ8365.No superseded survey control is available for this station.
 DQ8365
 DQ8365_MARKER: I = METAL ROD
 DQ8365_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DQ8365_STAMPING: 0108 R RESET 2016
 DQ8365_MARK LOGO: MNDT
 DQ8365_PROJECTION: RECESSED 8 CENTIMETERS
 DQ8365_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DQ8365_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ8365_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ8365+SATELLITE: SATELLITE OBSERVATIONS - October 10, 2016
 DQ8365_ROD/PIPE-DEPTH: 4.6 meters
 DQ8365
 DQ8365  HISTORY     - Date     Condition        Report By
 DQ8365  HISTORY     - 20161010 MONUMENTED       MNDT
 DQ8365
 DQ8365                          STATION DESCRIPTION
 DQ8365
 DQ8365'DESCRIBED BY MN DEPT OF TRANSP 2016
 DQ8365'THE MARK IS LOCATED ABOUT 6.35 MI (10.22 KM) EAST OF AITKIN.
 DQ8365'
 DQ8365'TO REACH THE MARK GO 6.35 MI (10.22 KM) EAST ALONG TRUNK HIGHWAY 47
 DQ8365'FROM THE JUNCTION OF TRUNK HIGHWAY 47 AND TRUNK HIGHWAY 169 IN AITKIN,
 DQ8365'AT TRUNK HIGHWAY 47 MILE POINT 120.5.
 DQ8365'
 DQ8365'THE MARK IS LOCATED 122.0 FT (37.2 M) NORTH OF TRUNK HIGHWAY 47, 36.0
 DQ8365'FT (11.0 M) EAST OF COUNTY ROAD 5, 6.8 FT (2.1 M) SOUTH-SOUTHEAST OF A
 DQ8365'RIGHT-OF-WAY POST, 1.9 FT (0.6 M) NORTH OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DQ8362 ***********************************************************************
 DQ8362  DESIGNATION -  0108 S RESET
 DQ8362  PID         -  DQ8362
 DQ8362  STATE/COUNTY-  MN/AITKIN
 DQ8362  COUNTRY     -  US
 DQ8362  USGS QUAD   -  HASSMAN (2019)
 DQ8362
 DQ8362                         *CURRENT SURVEY CONTROL
 DQ8362  ______________________________________________________________________
 DQ8362* NAD 83(1986) POSITION- 46 31 11.05   (N) 093 36 06.41   (W)   HD_HELD1
 DQ8362* NAVD 88 ORTHO HEIGHT -   380.476 (meters)     1248.28  (feet) ADJUSTED
 DQ8362  ______________________________________________________________________
 DQ8362  GEOID HEIGHT    -        -27.903 (meters)                     GEOID18
 DQ8362  DYNAMIC HEIGHT  -        380.493 (meters)     1248.33  (feet) COMP
 DQ8362  MODELED GRAVITY -    980,648.6   (mgal)                       NAVD 88
 DQ8362
 DQ8362  VERT ORDER      -  SECOND    CLASS I
 DQ8362
 DQ8362.The horizontal coordinates were determined by differentially corrected
 DQ8362.hand held GPS observations or other comparable positioning techniques
 DQ8362.and have an estimated accuracy of +/- 3 meters.
 DQ8362
 DQ8362.The orthometric height was determined by differential leveling and
 DQ8362.adjusted by the NATIONAL GEODETIC SURVEY
 DQ8362.in April 2021.
 DQ8362
 DQ8362.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ8362.GEOID18 height accuracy estimate available here.
 DQ8362
 DQ8362.Click photographs - Photos may exist for this station.
 DQ8362
 DQ8362.The dynamic height is computed by dividing the NAVD 88
 DQ8362.geopotential number by the normal gravity value computed on the
 DQ8362.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ8362.degrees latitude (g = 980.6199 gals.).
 DQ8362
 DQ8362.The modeled gravity was interpolated from observed gravity values.
 DQ8362
 DQ8362;                    North         East    Units  Estimated Accuracy
 DQ8362;SPC MN C     -   269,117.2     849,736.8     MT  (+/- 3 meters HH1 GPS) 
 DQ8362
 DQ8362_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVM5384051972(NAD 83)
 DQ8362
 DQ8362                          SUPERSEDED SURVEY CONTROL
 DQ8362
 DQ8362.No superseded survey control is available for this station.
 DQ8362
 DQ8362_MARKER: I = METAL ROD
 DQ8362_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DQ8362_STAMPING: 0108 S RESET 2016
 DQ8362_MARK LOGO: MNDT
 DQ8362_PROJECTION: RECESSED 8 CENTIMETERS
 DQ8362_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DQ8362_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ8362_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ8362+SATELLITE: SATELLITE OBSERVATIONS - October 10, 2016
 DQ8362_ROD/PIPE-DEPTH: 3.4 meters
 DQ8362
 DQ8362  HISTORY     - Date     Condition        Report By
 DQ8362  HISTORY     - 20161010 MONUMENTED       MNDT
 DQ8362
 DQ8362                          STATION DESCRIPTION
 DQ8362
 DQ8362'DESCRIBED BY MN DEPT OF TRANSP 2016
 DQ8362'THE MARK IS LOCATED ABOUT 5.3 MI (8.5 KM) EAST OF AITKIN.
 DQ8362'
 DQ8362'TO REACH THE MARK GO 5.3 MI (8.5 KM) EAST ALONG TRUNK HIGHWAY 47 FROM
 DQ8362'THE JUNCTION OF TRUNK HIGHWAY 47 AND TRUNK HIGHWAY 169 IN AITKIN, AT
 DQ8362'TRUNK HIGHWAY 47 MILE POINT 121.55.
 DQ8362'
 DQ8362'THE MARK IS LOCATED 56.0 FT (17.1 M) SOUTH OF TRUNK HIGHWAY 47, 5.8 FT
 DQ8362'(1.8 M) WEST-NORTHWEST OF A POWER POLE, 1.8 FT (0.5 M) EAST OF A
 DQ8362'WITNESS POST.
 DQ8362'
 DQ8362'NOTE-THE STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM ROD
 DQ8362'DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION REMOVABLE DISK
 DQ8362'SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH PVC
 DQ8362'PIPE BACK FILLED WITH WASHED SAND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DQ8361 ***********************************************************************
 DQ8361  DESIGNATION -  0108 T RESET
 DQ8361  PID         -  DQ8361
 DQ8361  STATE/COUNTY-  MN/AITKIN
 DQ8361  COUNTRY     -  US
 DQ8361  USGS QUAD   -  HASSMAN (2019)
 DQ8361
 DQ8361                         *CURRENT SURVEY CONTROL
 DQ8361  ______________________________________________________________________
 DQ8361* NAD 83(1986) POSITION- 46 31 09.13   (N) 093 37 20.78   (W)   HD_HELD1
 DQ8361* NAVD 88 ORTHO HEIGHT -   378.527 (meters)     1241.88  (feet) ADJUSTED
 DQ8361  ______________________________________________________________________
 DQ8361  GEOID HEIGHT    -        -27.895 (meters)                     GEOID18
 DQ8361  DYNAMIC HEIGHT  -        378.544 (meters)     1241.94  (feet) COMP
 DQ8361  MODELED GRAVITY -    980,648.5   (mgal)                       NAVD 88
 DQ8361
 DQ8361  VERT ORDER      -  SECOND    CLASS I
 DQ8361
 DQ8361.The horizontal coordinates were determined by differentially corrected
 DQ8361.hand held GPS observations or other comparable positioning techniques
 DQ8361.and have an estimated accuracy of +/- 3 meters.
 DQ8361
 DQ8361.The orthometric height was determined by differential leveling and
 DQ8361.adjusted by the NATIONAL GEODETIC SURVEY
 DQ8361.in April 2021.
 DQ8361
 DQ8361.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ8361.GEOID18 height accuracy estimate available here.
 DQ8361
 DQ8361.Click photographs - Photos may exist for this station.
 DQ8361
 DQ8361.The dynamic height is computed by dividing the NAVD 88
 DQ8361.geopotential number by the normal gravity value computed on the
 DQ8361.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ8361.degrees latitude (g = 980.6199 gals.).
 DQ8361
 DQ8361.The modeled gravity was interpolated from observed gravity values.
 DQ8361
 DQ8361;                    North         East    Units  Estimated Accuracy
 DQ8361;SPC MN C     -   269,045.2     848,152.2     MT  (+/- 3 meters HH1 GPS) 
 DQ8361
 DQ8361_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVM5225551925(NAD 83)
 DQ8361
 DQ8361                          SUPERSEDED SURVEY CONTROL
 DQ8361
 DQ8361.No superseded survey control is available for this station.
 DQ8361
 DQ8361_MARKER: I = METAL ROD
 DQ8361_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DQ8361_STAMPING: 0108 T RESET 2016
 DQ8361_MARK LOGO: MNDT
 DQ8361_PROJECTION: RECESSED 8 CENTIMETERS
 DQ8361_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DQ8361_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ8361_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ8361+SATELLITE: SATELLITE OBSERVATIONS - October 10, 2016
 DQ8361_ROD/PIPE-DEPTH: 3.4 meters
 DQ8361
 DQ8361  HISTORY     - Date     Condition        Report By
 DQ8361  HISTORY     - 20161010 MONUMENTED       MNDT
 DQ8361
 DQ8361                          STATION DESCRIPTION
 DQ8361
 DQ8361'DESCRIBED BY MN DEPT OF TRANSP 2016
 DQ8361'THE MARK IS LOCATED ABOUT 4.35 MI (7.00 KM) EAST OF AITKIN.
 DQ8361'
 DQ8361'TO REACH THE MARK GO 4.35 MI (7.00 KM) EAST ALONG TRUNK HIGHWAY 47
 DQ8361'FROM THE JUNCTION OF TRUNK HIGHWAY 47 AND TRUNK HIGHWAY 169 IN AITKIN,
 DQ8361'AT TRUNK HIGHWAY 47 MILE POINT 122.5.
 DQ8361'
 DQ8361'THE MARK IS LOCATED 85.0 FT (25.9 M) SOUTH OF TRUNK HIGHWAY 47, 23.0
 DQ8361'FT (7.0 M) WEST OF 370TH AVENUE, 2.3 FT (0.7 M) NORTH OF A WITNESS
 DQ8361'POST.
 DQ8361'
 DQ8361'NOTE-THE STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM ROD
 DQ8361'DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION REMOVABLE DISK
 DQ8361'SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH PVC
 DQ8361'PIPE BACK FILLED WITH WASHED SAND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DQ8360 ***********************************************************************
 DQ8360  DESIGNATION -  0108 U RESET
 DQ8360  PID         -  DQ8360
 DQ8360  STATE/COUNTY-  MN/AITKIN
 DQ8360  COUNTRY     -  US
 DQ8360  USGS QUAD   -  AITKIN (2019)
 DQ8360
 DQ8360                         *CURRENT SURVEY CONTROL
 DQ8360  ______________________________________________________________________
 DQ8360* NAD 83(1986) POSITION- 46 31 13.86   (N) 093 38 29.63   (W)   HD_HELD1
 DQ8360* NAVD 88 ORTHO HEIGHT -   377.503 (meters)     1238.52  (feet) ADJUSTED
 DQ8360  ______________________________________________________________________
 DQ8360  GEOID HEIGHT    -        -27.888 (meters)                     GEOID18
 DQ8360  DYNAMIC HEIGHT  -        377.521 (meters)     1238.58  (feet) COMP
 DQ8360  MODELED GRAVITY -    980,648.7   (mgal)                       NAVD 88
 DQ8360
 DQ8360  VERT ORDER      -  SECOND    CLASS I
 DQ8360
 DQ8360.The horizontal coordinates were determined by differentially corrected
 DQ8360.hand held GPS observations or other comparable positioning techniques
 DQ8360.and have an estimated accuracy of +/- 3 meters.
 DQ8360
 DQ8360.The orthometric height was determined by differential leveling and
 DQ8360.adjusted by the NATIONAL GEODETIC SURVEY
 DQ8360.in April 2021.
 DQ8360
 DQ8360.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ8360.GEOID18 height accuracy estimate available here.
 DQ8360
 DQ8360.Click photographs - Photos may exist for this station.
 DQ8360
 DQ8360.The dynamic height is computed by dividing the NAVD 88
 DQ8360.geopotential number by the normal gravity value computed on the
 DQ8360.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ8360.degrees latitude (g = 980.6199 gals.).
 DQ8360
 DQ8360.The modeled gravity was interpolated from observed gravity values.
 DQ8360
 DQ8360;                    North         East    Units  Estimated Accuracy
 DQ8360;SPC MN C     -   269,179.8     846,683.7     MT  (+/- 3 meters HH1 GPS) 
 DQ8360
 DQ8360_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVM5079052083(NAD 83)
 DQ8360
 DQ8360                          SUPERSEDED SURVEY CONTROL
 DQ8360
 DQ8360.No superseded survey control is available for this station.
 DQ8360
 DQ8360_MARKER: I = METAL ROD
 DQ8360_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DQ8360_STAMPING: 0108 U RESET 2016
 DQ8360_MARK LOGO: MNDT
 DQ8360_PROJECTION: RECESSED 10 CENTIMETERS
 DQ8360_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DQ8360_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ8360_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ8360+SATELLITE: SATELLITE OBSERVATIONS - October 10, 2016
 DQ8360_ROD/PIPE-DEPTH: 3.4 meters
 DQ8360
 DQ8360  HISTORY     - Date     Condition        Report By
 DQ8360  HISTORY     - 20161010 MONUMENTED       MNDT
 DQ8360
 DQ8360                          STATION DESCRIPTION
 DQ8360
 DQ8360'DESCRIBED BY MN DEPT OF TRANSP 2016
 DQ8360'THE MARK IS LOCATED ABOUT 3.3 MI (5.3 KM) EAST OF AITKIN.
 DQ8360'
 DQ8360'TO REACH THE MARK GO 3.45 MI (5.55 KM) EAST ALONG TRUNK HIGHWAY 47
 DQ8360'FROM THE JUNCTION OF TRUNK HIGHWAY 47 AND TRUNK HIGHWAY 169 IN AITKIN,
 DQ8360'AT TRUNK HIGHWAY 47 MILE POINT 123.4.
 DQ8360'
 DQ8360'THE MARK IS LOCATED 82.0 FT (25.0 M) SOUTH OF TRUNK HIGHWAY 47, 27.0
 DQ8360'FT (8.2 M) EAST OF THE HANSON LAKE PUBLIC ACCESS ENTRANCE, 6.2 FT (1.9
 DQ8360'M) SOUTH-SOUTHWEST OF THE EAST LEG OF A SIGN, 2.0 FT (0.6 M) EAST OF A
 DQ8360'WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DQ8359 ***********************************************************************
 DQ8359  DESIGNATION -  0108 V RESET
 DQ8359  PID         -  DQ8359
 DQ8359  STATE/COUNTY-  MN/AITKIN
 DQ8359  COUNTRY     -  US
 DQ8359  USGS QUAD   -  AITKIN (2019)
 DQ8359
 DQ8359                         *CURRENT SURVEY CONTROL
 DQ8359  ______________________________________________________________________
 DQ8359* NAD 83(1986) POSITION- 46 31 10.66   (N) 093 40 45.27   (W)   HD_HELD1
 DQ8359* NAVD 88 ORTHO HEIGHT -   379.417 (meters)     1244.80  (feet) ADJUSTED
 DQ8359  ______________________________________________________________________
 DQ8359  GEOID HEIGHT    -        -27.869 (meters)                     GEOID18
 DQ8359  DYNAMIC HEIGHT  -        379.435 (meters)     1244.86  (feet) COMP
 DQ8359  MODELED GRAVITY -    980,649.6   (mgal)                       NAVD 88
 DQ8359
 DQ8359  VERT ORDER      -  SECOND    CLASS I
 DQ8359
 DQ8359.The horizontal coordinates were determined by differentially corrected
 DQ8359.hand held GPS observations or other comparable positioning techniques
 DQ8359.and have an estimated accuracy of +/- 3 meters.
 DQ8359
 DQ8359.The orthometric height was determined by differential leveling and
 DQ8359.adjusted by the NATIONAL GEODETIC SURVEY
 DQ8359.in April 2021.
 DQ8359
 DQ8359.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ8359.GEOID18 height accuracy estimate available here.
 DQ8359
 DQ8359.Click photographs - Photos may exist for this station.
 DQ8359
 DQ8359.The dynamic height is computed by dividing the NAVD 88
 DQ8359.geopotential number by the normal gravity value computed on the
 DQ8359.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ8359.degrees latitude (g = 980.6199 gals.).
 DQ8359
 DQ8359.The modeled gravity was interpolated from observed gravity values.
 DQ8359
 DQ8359;                    North         East    Units  Estimated Accuracy
 DQ8359;SPC MN C     -   269,059.5     843,793.6     MT  (+/- 3 meters HH1 GPS) 
 DQ8359
 DQ8359_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVM4789952008(NAD 83)
 DQ8359
 DQ8359                          SUPERSEDED SURVEY CONTROL
 DQ8359
 DQ8359.No superseded survey control is available for this station.
 DQ8359
 DQ8359_MARKER: I = METAL ROD
 DQ8359_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DQ8359_STAMPING: 0108 V RESET 2016
 DQ8359_MARK LOGO: MNDT
 DQ8359_PROJECTION: RECESSED 8 CENTIMETERS
 DQ8359_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DQ8359_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ8359_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ8359+SATELLITE: SATELLITE OBSERVATIONS - October 10, 2016
 DQ8359_ROD/PIPE-DEPTH: 4.6 meters
 DQ8359
 DQ8359  HISTORY     - Date     Condition        Report By
 DQ8359  HISTORY     - 20161010 MONUMENTED       MNDT
 DQ8359
 DQ8359                          STATION DESCRIPTION
 DQ8359
 DQ8359'DESCRIBED BY MN DEPT OF TRANSP 2016
 DQ8359'THE MARK IS LOCATED ABOUT 1.6 MI (2.6 KM) SOUTHEAST OF AITKIN.
 DQ8359'
 DQ8359'TO REACH THE MARK GO 1.5 MI (2.4 KM) EAST ALONG TRUNK HIGHWAY 47 FROM
 DQ8359'THE JUNCTION OF TRUNK HIGHWAY 47 AND TRUNK HIGHWAY 169 IN AITKIN, AT
 DQ8359'TRUNK HIGHWAY 47 MILE POINT 125.35.
 DQ8359'
 DQ8359'THE MARK IS LOCATED 55.0 FT (16.8 M) NORTH OF TRUNK HIGHWAY 47, 5.1 FT
 DQ8359'(1.6 M) EAST-NORTHEAST OF A POWER POLE, 2.6 FT (0.8 M) WEST OF A
 DQ8359'WITNESS POST.
 DQ8359'
 DQ8359'NOTE-THE STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM ROD
 DQ8359'DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION REMOVABLE DISK
 DQ8359'SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH PVC
 DQ8359'PIPE BACK FILLED WITH WASHED SAND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DQ8358 ***********************************************************************
 DQ8358  DESIGNATION -  0108 W RESET
 DQ8358  PID         -  DQ8358
 DQ8358  STATE/COUNTY-  MN/AITKIN
 DQ8358  COUNTRY     -  US
 DQ8358  USGS QUAD   -  AITKIN (2019)
 DQ8358
 DQ8358                         *CURRENT SURVEY CONTROL
 DQ8358  ______________________________________________________________________
 DQ8358* NAD 83(1986) POSITION- 46 31 33.76   (N) 093 41 33.73   (W)   HD_HELD1
 DQ8358* NAVD 88 ORTHO HEIGHT -   381.895 (meters)     1252.93  (feet) ADJUSTED
 DQ8358  ______________________________________________________________________
 DQ8358  GEOID HEIGHT    -        -27.876 (meters)                     GEOID18
 DQ8358  DYNAMIC HEIGHT  -        381.914 (meters)     1253.00  (feet) COMP
 DQ8358  MODELED GRAVITY -    980,651.5   (mgal)                       NAVD 88
 DQ8358
 DQ8358  VERT ORDER      -  SECOND    CLASS I
 DQ8358
 DQ8358.The horizontal coordinates were determined by differentially corrected
 DQ8358.hand held GPS observations or other comparable positioning techniques
 DQ8358.and have an estimated accuracy of +/- 3 meters.
 DQ8358
 DQ8358.The orthometric height was determined by differential leveling and
 DQ8358.adjusted by the NATIONAL GEODETIC SURVEY
 DQ8358.in April 2021.
 DQ8358
 DQ8358.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ8358.GEOID18 height accuracy estimate available here.
 DQ8358
 DQ8358.Click photographs - Photos may exist for this station.
 DQ8358
 DQ8358.The dynamic height is computed by dividing the NAVD 88
 DQ8358.geopotential number by the normal gravity value computed on the
 DQ8358.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ8358.degrees latitude (g = 980.6199 gals.).
 DQ8358
 DQ8358.The modeled gravity was interpolated from observed gravity values.
 DQ8358
 DQ8358;                    North         East    Units  Estimated Accuracy
 DQ8358;SPC MN C     -   269,765.3     842,755.7     MT  (+/- 3 meters HH1 GPS) 
 DQ8358
 DQ8358_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVM4687352730(NAD 83)
 DQ8358
 DQ8358                          SUPERSEDED SURVEY CONTROL
 DQ8358
 DQ8358.No superseded survey control is available for this station.
 DQ8358
 DQ8358_MARKER: I = METAL ROD
 DQ8358_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DQ8358_STAMPING: 0108 W RESET 2016
 DQ8358_MARK LOGO: MNDT
 DQ8358_PROJECTION: RECESSED 8 CENTIMETERS
 DQ8358_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DQ8358_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ8358_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ8358+SATELLITE: SATELLITE OBSERVATIONS - October 10, 2016
 DQ8358_ROD/PIPE-DEPTH: 4.6 meters
 DQ8358
 DQ8358  HISTORY     - Date     Condition        Report By
 DQ8358  HISTORY     - 20161010 MONUMENTED       MNDT
 DQ8358
 DQ8358                          STATION DESCRIPTION
 DQ8358
 DQ8358'DESCRIBED BY MN DEPT OF TRANSP 2016
 DQ8358'THE MARK IS LOCATED ABOUT 0.7 MI (1.1 KM) EAST OF AITKIN.
 DQ8358'
 DQ8358'TO REACH THE MARK GO 0.7 MI (1.1 KM) EAST ALONG TRUNK HIGHWAY 47 FROM
 DQ8358'THE JUNCTION OF TRUNK HIGHWAY 47 AND TRUNK HIGHWAY 169 IN AITKIN, AT
 DQ8358'TRUNK HIGHWAY 47 MILE POINT 126.15.
 DQ8358'
 DQ8358'THE MARK IS LOCATED 41.0 FT (12.5 M) NORTH OF TRUNK HIGHWAY 47, 9.0 FT
 DQ8358'(2.7 M) EAST OF AN ENTRANCE, 9.4 FT (2.9 M) WEST OF A POWER POLE, 1.9
 DQ8358'FT (0.6 M) WEST OF A WITNESS POST.
 DQ8358'
 DQ8358'NOTE-THE STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM ROD
 DQ8358'DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION REMOVABLE DISK
 DQ8358'SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH PVC
 DQ8358'PIPE BACK FILLED WITH WASHED SAND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DK6964 ***********************************************************************
 DK6964  DESIGNATION -  0108 X
 DK6964  PID         -  DK6964
 DK6964  STATE/COUNTY-  MN/AITKIN
 DK6964  COUNTRY     -  US
 DK6964  USGS QUAD   -  GLEN (2019)
 DK6964
 DK6964                         *CURRENT SURVEY CONTROL
 DK6964  ______________________________________________________________________
 DK6964* NAD 83(1986) POSITION- 46 25 03.8    (N) 093 33 32.3    (W)   HD_HELD2
 DK6964* NAVD 88 ORTHO HEIGHT -   389.542 (meters)     1278.02  (feet) ADJUSTED
 DK6964  ______________________________________________________________________
 DK6964  GEOID HEIGHT    -        -27.711 (meters)                     GEOID18
 DK6964  DYNAMIC HEIGHT  -        389.555 (meters)     1278.07  (feet) COMP
 DK6964  MODELED GRAVITY -    980,636.8   (mgal)                       NAVD 88
 DK6964
 DK6964  VERT ORDER      -  SECOND    CLASS I
 DK6964
 DK6964.The horizontal coordinates were established by autonomous hand held GPS
 DK6964.observations and have an estimated accuracy of +/- 10 meters.
 DK6964
 DK6964.The orthometric height was determined by differential leveling and
 DK6964.adjusted by the NATIONAL GEODETIC SURVEY
 DK6964.in February 2009.
 DK6964
 DK6964.No vertical observational check was made to the station.
 DK6964
 DK6964.Significant digits in the geoid height do not necessarily reflect accuracy.
 DK6964.GEOID18 height accuracy estimate available here.
 DK6964
 DK6964.Click photographs - Photos may exist for this station.
 DK6964
 DK6964.The dynamic height is computed by dividing the NAVD 88
 DK6964.geopotential number by the normal gravity value computed on the
 DK6964.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK6964.degrees latitude (g = 980.6199 gals.).
 DK6964
 DK6964.The modeled gravity was interpolated from observed gravity values.
 DK6964
 DK6964;                    North         East    Units  Estimated Accuracy
 DK6964;SPC MN C     -   257,806.      853,120.      MT  (+/- 10 meters HH2 GPS)
 DK6964
 DK6964_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVM5704440612(NAD 83)
 DK6964
 DK6964                          SUPERSEDED SURVEY CONTROL
 DK6964
 DK6964.No superseded survey control is available for this station.
 DK6964
 DK6964_MARKER: DD = SURVEY DISK
 DK6964_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DK6964_STAMPING: 0108 X 2005
 DK6964_MARK LOGO: MNDT
 DK6964_PROJECTION: RECESSED 8 CENTIMETERS
 DK6964_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DK6964_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DK6964_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DK6964+SATELLITE: SATELLITE OBSERVATIONS - October 10, 2016
 DK6964_ROD/PIPE-DEPTH: 7.6 meters
 DK6964
 DK6964  HISTORY     - Date     Condition        Report By
 DK6964  HISTORY     - 20050622 MONUMENTED       MNDT
 DK6964  HISTORY     - 20161010 GOOD             MNDT
 DK6964
 DK6964                          STATION DESCRIPTION
 DK6964
 DK6964'DESCRIBED BY MN DEPT OF TRANSP 2005
 DK6964'THE MARK IS LOCATED ABOUT 6.1 MI (9.8 KM) NORTH-NORTHWEST OF MALMO,
 DK6964'5.9 MI (9.5 KM) NORTHEAST OF WEALTHWOOD AND 2.0 MI (3.2 KM) WEST OF
 DK6964'GLEN.
 DK6964'
 DK6964'FROM THE JUNCTION OF COUNTY ROAD 12 AND TRUNK HIGHWAY 47 IN GLEN GO
 DK6964'2.0 MI (3.2 KM) WEST ALONG COUNTY ROAD 12.
 DK6964'
 DK6964'THE MARK IS 31.0 FT (9.4 M) NORTH OF COUNTY ROAD 12, 96.4 FT (29.4 M)
 DK6964'WEST OF NORDLAND TOWNSHIP 75, 1.0 FT (0.3 M) SOUTH OF A WITNESS POST.
 DK6964
 DK6964                          STATION RECOVERY (2016)
 DK6964
 DK6964'RECOVERY NOTE BY MN DEPT OF TRANSP 2016 (KMS)
 DK6964'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DK6966 ***********************************************************************
 DK6966  DESIGNATION -  0108 X 1
 DK6966  PID         -  DK6966
 DK6966  STATE/COUNTY-  MN/AITKIN
 DK6966  COUNTRY     -  US
 DK6966  USGS QUAD   -  GLEN (2019)
 DK6966
 DK6966                         *CURRENT SURVEY CONTROL
 DK6966  ______________________________________________________________________
 DK6966* NAD 83(1986) POSITION- 46 25 19.4    (N) 093 36 00.2    (W)   HD_HELD2
 DK6966* NAVD 88 ORTHO HEIGHT -   385.809 (meters)     1265.78  (feet) ADJUSTED
 DK6966  ______________________________________________________________________
 DK6966  GEOID HEIGHT    -        -27.732 (meters)                     GEOID18
 DK6966  DYNAMIC HEIGHT  -        385.821 (meters)     1265.81  (feet) COMP
 DK6966  MODELED GRAVITY -    980,635.3   (mgal)                       NAVD 88
 DK6966
 DK6966  VERT ORDER      -  SECOND    CLASS I
 DK6966
 DK6966.The horizontal coordinates were established by autonomous hand held GPS
 DK6966.observations and have an estimated accuracy of +/- 10 meters.
 DK6966
 DK6966.The orthometric height was determined by differential leveling and
 DK6966.adjusted by the NATIONAL GEODETIC SURVEY
 DK6966.in February 2009.
 DK6966
 DK6966.No vertical observational check was made to the station.
 DK6966
 DK6966.Significant digits in the geoid height do not necessarily reflect accuracy.
 DK6966.GEOID18 height accuracy estimate available here.
 DK6966
 DK6966.Click photographs - Photos may exist for this station.
 DK6966
 DK6966.The dynamic height is computed by dividing the NAVD 88
 DK6966.geopotential number by the normal gravity value computed on the
 DK6966.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK6966.degrees latitude (g = 980.6199 gals.).
 DK6966
 DK6966.The modeled gravity was interpolated from observed gravity values.
 DK6966
 DK6966;                    North         East    Units  Estimated Accuracy
 DK6966;SPC MN C     -   258,261.      849,958.      MT  (+/- 10 meters HH2 GPS)
 DK6966
 DK6966_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVM5389041117(NAD 83)
 DK6966
 DK6966                          SUPERSEDED SURVEY CONTROL
 DK6966
 DK6966.No superseded survey control is available for this station.
 DK6966
 DK6966_MARKER: DD = SURVEY DISK
 DK6966_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DK6966_STAMPING: 0108 X 1 2005
 DK6966_MARK LOGO: MNDT
 DK6966_PROJECTION: FLUSH
 DK6966_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DK6966_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DK6966_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DK6966+SATELLITE: SATELLITE OBSERVATIONS - June 22, 2005
 DK6966_ROD/PIPE-DEPTH: 7.6 meters
 DK6966
 DK6966  HISTORY     - Date     Condition        Report By
 DK6966  HISTORY     - 20050622 MONUMENTED       MNDT
 DK6966
 DK6966                          STATION DESCRIPTION
 DK6966
 DK6966'DESCRIBED BY MN DEPT OF TRANSP 2005
 DK6966'THE MARK IS LOCATED ABOUT 7.2 MI (11.6 KM) NORTH-NORTHWEST OF MALMO,
 DK6966'4.8 MI (7.7 KM) NORTH-NORTHEAST OF WEALTHWOOD AND 4.1 MI (6.6 KM) WEST
 DK6966'OF GLEN.
 DK6966'
 DK6966'FROM THE JUNCTION OF COUNTY ROAD 12 AND TRUNK HIGHWAY 47 IN GLEN GO
 DK6966'4.05 MI (6.5 KM) WEST ALONG COUNTY ROAD 12.
 DK6966'
 DK6966'THE MARK IS 57.7 FT (17.6 M) SOUTH OF COUNTY ROAD 12, 148.1 FT (45.1
 DK6966'M) EAST OF 360TH AVENUE, 42.4 FT (12.9 M) EAST OF AN ENTRANCE, 1.0 FT
 DK6966'(0.3 M) NORTH OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DH8140 ***********************************************************************
 DH8140  DESIGNATION -  0108 X 2
 DH8140  PID         -  DH8140
 DH8140  STATE/COUNTY-  MN/AITKIN
 DH8140  COUNTRY     -  US
 DH8140  USGS QUAD   -  SPIRIT LAKE (2019)
 DH8140
 DH8140                         *CURRENT SURVEY CONTROL
 DH8140  ______________________________________________________________________
 DH8140* NAD 83(2011) POSITION- 46 25 53.61540(N) 093 39 15.37578(W)   ADJUSTED
 DH8140* NAD 83(2011) ELLIP HT-   357.751 (meters)        (06/27/12)   ADJUSTED
 DH8140* NAD 83(2011) EPOCH   -  2010.00
 DH8140* NAVD 88 ORTHO HEIGHT -   385.513 (meters)     1264.80  (feet) ADJUSTED
 DH8140  ______________________________________________________________________
 DH8140  GEOID HEIGHT    -        -27.762 (meters)                     GEOID18
 DH8140  NAD 83(2011) X  -   -280,688.429 (meters)                     COMP
 DH8140  NAD 83(2011) Y  - -4,394,980.526 (meters)                     COMP
 DH8140  NAD 83(2011) Z  -  4,598,699.423 (meters)                     COMP
 DH8140  LAPLACE CORR    -          0.49  (seconds)                    DEFLEC18
 DH8140  DYNAMIC HEIGHT  -        385.525 (meters)     1264.84  (feet) COMP
 DH8140  MODELED GRAVITY -    980,633.8   (mgal)                       NAVD 88
 DH8140
 DH8140  VERT ORDER      -  SECOND    CLASS I
 DH8140
 DH8140  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DH8140  Standards:
 DH8140         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DH8140            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DH8140  -------------------------------------------------------------------
 DH8140  NETWORK    0.45   0.53           0.20   0.16   0.27      0.19198103
 DH8140  -------------------------------------------------------------------
 DH8140  Click here for local accuracies and other accuracy information.
 DH8140
 DH8140.The horizontal coordinates were established by GPS observations
 DH8140.and adjusted by the National Geodetic Survey in June 2012.
 DH8140
 DH8140.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DH8140.been affixed to the stable North American tectonic plate. See 
 DH8140.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DH8140
 DH8140.The horizontal coordinates are valid at the epoch date displayed above
 DH8140.which is a decimal equivalence of Year/Month/Day.
 DH8140
 DH8140.The orthometric height was determined by differential leveling and
 DH8140.adjusted by the NATIONAL GEODETIC SURVEY
 DH8140.in February 2009.
 DH8140
 DH8140.No vertical observational check was made to the station.
 DH8140
 DH8140.Significant digits in the geoid height do not necessarily reflect accuracy.
 DH8140.GEOID18 height accuracy estimate available here.
 DH8140
 DH8140.Click photographs - Photos may exist for this station.
 DH8140
 DH8140.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH8140
 DH8140.The Laplace correction was computed from DEFLEC18 derived deflections.
 DH8140
 DH8140.The ellipsoidal height was determined by GPS observations
 DH8140.and is referenced to NAD 83.
 DH8140
 DH8140.The dynamic height is computed by dividing the NAVD 88
 DH8140.geopotential number by the normal gravity value computed on the
 DH8140.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH8140.degrees latitude (g = 980.6199 gals.).
 DH8140
 DH8140.The modeled gravity was interpolated from observed gravity values.
 DH8140
 DH8140. The following values were computed from the NAD 83(2011) position.
 DH8140
 DH8140;                    North         East     Units Scale Factor Converg.
 DH8140;SPC MN C     -   259,284.885   845,783.108   MT  0.99992344   +0 25 51.4
 DH8140;SPC MN C     -   850,670.49  2,774,873.41   sFT  0.99992344   +0 25 51.4
 DH8140;UTM  15      - 5,142,206.518   449,733.644   MT  0.99963106   -0 28 26.6
 DH8140
 DH8140!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH8140!SPC MN C     -   0.99994392  x   0.99992344  =   0.99986737
 DH8140!UTM  15      -   0.99994392  x   0.99963106  =   0.99957500
 DH8140
 DH8140_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVM4973342206(NAD 83)
 DH8140
 DH8140                          SUPERSEDED SURVEY CONTROL
 DH8140
 DH8140  NAD 83(2007)-  46 25 53.61550(N)    093 39 15.37663(W) AD(2002.00) 1
 DH8140  ELLIP H (07/07/09)  357.782  (m)                       GP(2002.00) 3 2
 DH8140  NAD 83(1996)-  46 25 53.61518(N)    093 39 15.37618(W) AD(       ) 1
 DH8140  ELLIP H (12/20/05)  357.807  (m)                       GP(       ) 3 2
 DH8140  NAVD 88 (12/20/05)  385.5    (m)  GEOID03  model used  GPS OBS        
 DH8140
 DH8140.Superseded values are not recommended for survey control.
 DH8140
 DH8140.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH8140.See file dsdata.pdf to determine how the superseded data were derived.
 DH8140
 DH8140_MARKER: DD = SURVEY DISK
 DH8140_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DH8140_STAMPING: 0108 X 2 2005
 DH8140_MARK LOGO: MNDT
 DH8140_PROJECTION: FLUSH
 DH8140_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DH8140_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DH8140_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH8140+SATELLITE: SATELLITE OBSERVATIONS - August 05, 2020
 DH8140_ROD/PIPE-DEPTH: 4.6 meters
 DH8140
 DH8140  HISTORY     - Date     Condition        Report By
 DH8140  HISTORY     - 2005     MONUMENTED       MNDT
 DH8140  HISTORY     - 20060809 GOOD             MNDT
 DH8140  HISTORY     - 20200805 GOOD             MNDT
 DH8140
 DH8140                          STATION DESCRIPTION
 DH8140
 DH8140'DESCRIBED BY MN DEPT OF TRANSP 2005
 DH8140'7.0 MILES SOUTH-SOUTHEAST OF AITKIN. 4.45 MILES EAST ALONG COUNTY ROAD
 DH8140'28 FROM JUNCTION OF COUNTY ROAD 28 AND TRUNK HIGHWAY 169 SOUTH OF
 DH8140'AITKIN, AT JUNCTION OF COUNTY ROADS 28 AND 51, 55.8 FEET SOUTH OF
 DH8140'COUNTY ROAD 28, 59.9 FEET EAST OF COUNTY ROAD 51, 1.0 FEET NORTH OF
 DH8140'WITNESS POST
 DH8140
 DH8140                          STATION RECOVERY (2006)
 DH8140
 DH8140'RECOVERY NOTE BY MN DEPT OF TRANSP 2006 (WAS)
 DH8140'THE MARK IS LOCATED ABOUT 7.5 MI (12.1 KM) SOUTH-SOUTHEAST OF AITKIN,
 DH8140'6.7 MI (10.8 KM) WEST OF GLEN AND 4.7 MI (7.6 KM) NORTH OF WEALTHWOOD,
 DH8140'7.0 MI (11.3 KM) SOUTH-SOUTHEAST OF AITKIN.
 DH8140'
 DH8140'FROM THE JUNCTION OF COUNTY ROAD 28 AND TRUNK HIGHWAY 169 SOUTH OF
 DH8140'AITKIN GO 4.45 MI (7.2 KM) EAST ALONG COUNTY ROAD 28.
 DH8140'
 DH8140'THE MARK IS FOUND AT THE JUNCTION OF COUNTY ROADS 28 AND 51, 55.8 FT
 DH8140'(17.0 M) SOUTH OF COUNTY ROAD 28, 59.9 FT (18.3 M) EAST OF COUNTY ROAD
 DH8140'51, 1.0 FT (0.3 M) NORTH OF A WITNESS POST.
 DH8140
 DH8140                          STATION RECOVERY (2020)
 DH8140
 DH8140'RECOVERY NOTE BY MN DEPT OF TRANSP 2020 (KMS)
 DH8140'7.0 MI (11.3 KM) SOUTH-SOUTHEAST OF AITKIN, 4.45 MI (7.16 KM) EAST
 DH8140'ALONG COUNTY ROAD 28 FROM THE JUNCTION OF COUNTY ROAD 28 AND TRUNK
 DH8140'HIGHWAY 169 (THE JUNCTION IS 7.0 MI (11.3 KM) SOUTH OF AITKIN), AT THE
 DH8140'JUNCTION OF COUNTY ROADS 28 AND 51, 55.8 FT (17.0 M) SOUTH OF COUNTY
 DH8140'ROAD 28, 91.2 FT (27.8 M) WEST OF COUNTY ROAD 51 (385TH AVENUE), 1.0
 DH8140'FT (0.3 M) NORTH OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DH8141 ***********************************************************************
 DH8141  DESIGNATION -  0108 X 3
 DH8141  PID         -  DH8141
 DH8141  STATE/COUNTY-  MN/AITKIN
 DH8141  COUNTRY     -  US
 DH8141  USGS QUAD   -  SPIRIT LAKE (2019)
 DH8141
 DH8141                         *CURRENT SURVEY CONTROL
 DH8141  ______________________________________________________________________
 DH8141* NAD 83(2011) POSITION- 46 25 54.60556(N) 093 41 42.86507(W)   ADJUSTED
 DH8141* NAD 83(2011) ELLIP HT-   357.202 (meters)        (06/27/12)   ADJUSTED
 DH8141* NAD 83(2011) EPOCH   -  2010.00
 DH8141* NAVD 88 ORTHO HEIGHT -   384.955 (meters)     1262.97  (feet) ADJUSTED
 DH8141  ______________________________________________________________________
 DH8141  GEOID HEIGHT    -        -27.763 (meters)                     GEOID18
 DH8141  NAD 83(2011) X  -   -283,829.528 (meters)                     COMP
 DH8141  NAD 83(2011) Y  - -4,394,756.212 (meters)                     COMP
 DH8141  NAD 83(2011) Z  -  4,598,720.099 (meters)                     COMP
 DH8141  LAPLACE CORR    -         -0.71  (seconds)                    DEFLEC18
 DH8141  DYNAMIC HEIGHT  -        384.966 (meters)     1263.01  (feet) COMP
 DH8141  MODELED GRAVITY -    980,631.6   (mgal)                       NAVD 88
 DH8141
 DH8141  VERT ORDER      -  SECOND    CLASS I
 DH8141
 DH8141  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DH8141  Standards:
 DH8141         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DH8141            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DH8141  -------------------------------------------------------------------
 DH8141  NETWORK    0.43   0.47           0.20   0.14   0.24      0.14134981
 DH8141  -------------------------------------------------------------------
 DH8141  Click here for local accuracies and other accuracy information.
 DH8141
 DH8141.The horizontal coordinates were established by GPS observations
 DH8141.and adjusted by the National Geodetic Survey in June 2012.
 DH8141
 DH8141.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DH8141.been affixed to the stable North American tectonic plate. See 
 DH8141.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DH8141
 DH8141.The horizontal coordinates are valid at the epoch date displayed above
 DH8141.which is a decimal equivalence of Year/Month/Day.
 DH8141
 DH8141.The orthometric height was determined by differential leveling and
 DH8141.adjusted by the NATIONAL GEODETIC SURVEY
 DH8141.in February 2009.
 DH8141
 DH8141.No vertical observational check was made to the station.
 DH8141
 DH8141.Significant digits in the geoid height do not necessarily reflect accuracy.
 DH8141.GEOID18 height accuracy estimate available here.
 DH8141
 DH8141.Click photographs - Photos may exist for this station.
 DH8141
 DH8141.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH8141
 DH8141.The Laplace correction was computed from DEFLEC18 derived deflections.
 DH8141
 DH8141.The ellipsoidal height was determined by GPS observations
 DH8141.and is referenced to NAD 83.
 DH8141
 DH8141.The dynamic height is computed by dividing the NAVD 88
 DH8141.geopotential number by the normal gravity value computed on the
 DH8141.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH8141.degrees latitude (g = 980.6199 gals.).
 DH8141
 DH8141.The modeled gravity was interpolated from observed gravity values.
 DH8141
 DH8141. The following values were computed from the NAD 83(2011) position.
 DH8141
 DH8141;                    North         East     Units Scale Factor Converg.
 DH8141;SPC MN C     -   259,292.589   842,634.369   MT  0.99992345   +0 24 04.7
 DH8141;SPC MN C     -   850,695.77  2,764,542.93   sFT  0.99992345   +0 24 04.7
 DH8141;UTM  15      - 5,142,263.939   446,586.333   MT  0.99963507   -0 30 13.5
 DH8141
 DH8141!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH8141!SPC MN C     -   0.99994401  x   0.99992345  =   0.99986746
 DH8141!UTM  15      -   0.99994401  x   0.99963507  =   0.99957910
 DH8141
 DH8141_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVM4658642263(NAD 83)
 DH8141
 DH8141                          SUPERSEDED SURVEY CONTROL
 DH8141
 DH8141  NAD 83(2007)-  46 25 54.60569(N)    093 41 42.86592(W) AD(2002.00) 1
 DH8141  ELLIP H (07/07/09)  357.233  (m)                       GP(2002.00) 3 2
 DH8141  NAD 83(1996)-  46 25 54.60534(N)    093 41 42.86554(W) AD(       ) 1
 DH8141  ELLIP H (12/20/05)  357.258  (m)                       GP(       ) 3 2
 DH8141  NAVD 88 (12/20/05)  385.0    (m)  GEOID03  model used  GPS OBS        
 DH8141
 DH8141.Superseded values are not recommended for survey control.
 DH8141
 DH8141.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH8141.See file dsdata.pdf to determine how the superseded data were derived.
 DH8141
 DH8141_MARKER: DD = SURVEY DISK
 DH8141_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DH8141_STAMPING: 0108 X 3 2005
 DH8141_MARK LOGO: MNDT
 DH8141_PROJECTION: FLUSH
 DH8141_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DH8141_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DH8141_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH8141+SATELLITE: SATELLITE OBSERVATIONS - August 09, 2006
 DH8141_ROD/PIPE-DEPTH: 9.1 meters
 DH8141
 DH8141  HISTORY     - Date     Condition        Report By
 DH8141  HISTORY     - 2005     MONUMENTED       MNDT
 DH8141  HISTORY     - 20060809 GOOD             MNDT
 DH8141
 DH8141                          STATION DESCRIPTION
 DH8141
 DH8141'DESCRIBED BY MN DEPT OF TRANSP 2005
 DH8141'7.0 MILES SOUTH OF AITKIN. 2.3 MILES EAST ALONG COUNTY ROAD 28 FROM
 DH8141'JUNCTION OF COUNTY ROAD 28 AND TRUNK HIGHWAY 169 SOUTH OF AITKIN, 50.1
 DH8141'FEET SOUTH OF COUNTY ROAD 28, 38.9 FEET WEST OF FIELD ENTRANCE, 1.0
 DH8141'FEET NORTH OF WITNESS POST
 DH8141
 DH8141                          STATION RECOVERY (2006)
 DH8141
 DH8141'RECOVERY NOTE BY MN DEPT OF TRANSP 2006 (WAS)
 DH8141'THE MARK IS LOCATED ABOUT 8.7 MI (14.0 KM) WEST OF GLEN, 7.0 MI (11.3
 DH8141'KM) SOUTH OF AITKIN AND 5.1 MI (8.2 KM) NORTH-NORTHWEST OF WEALTHWOOD.
 DH8141'FROM THE JUNCTION OF COUNTY ROAD 28 AND TRUNK HIGHWAY 169 SOUTH OF
 DH8141'AITKIN GO 2.3 MI (3.7 KM) EAST ALONG COUNTY ROAD 28.
 DH8141'
 DH8141'THE MARK IS 50.1 FT (15.3 M) SOUTH OF COUNTY ROAD 28, 38.9 FT (11.9 M)
 DH8141'WEST OF A FIELD ENTRANCE, 1.0 FT (0.3 M) NORTH OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DK6963 ***********************************************************************
 DK6963  DESIGNATION -  0108 X 4
 DK6963  PID         -  DK6963
 DK6963  STATE/COUNTY-  MN/AITKIN
 DK6963  COUNTRY     -  US
 DK6963  USGS QUAD   -  GLEN (2019)
 DK6963
 DK6963                         *CURRENT SURVEY CONTROL
 DK6963  ______________________________________________________________________
 DK6963* NAD 83(1986) POSITION- 46 25 03.79   (N) 093 32 10.39   (W)   HD_HELD1
 DK6963* NAVD 88 ORTHO HEIGHT -   391.470 (meters)     1284.35  (feet) ADJUSTED
 DK6963  ______________________________________________________________________
 DK6963  GEOID HEIGHT    -        -27.704 (meters)                     GEOID18
 DK6963  DYNAMIC HEIGHT  -        391.484 (meters)     1284.39  (feet) COMP
 DK6963  MODELED GRAVITY -    980,638.0   (mgal)                       NAVD 88
 DK6963
 DK6963  VERT ORDER      -  SECOND    CLASS I
 DK6963
 DK6963.The horizontal coordinates were determined by differentially corrected
 DK6963.hand held GPS observations or other comparable positioning techniques
 DK6963.and have an estimated accuracy of +/- 3 meters.
 DK6963
 DK6963.The orthometric height was determined by differential leveling and
 DK6963.adjusted by the NATIONAL GEODETIC SURVEY
 DK6963.in April 2021.
 DK6963
 DK6963.Significant digits in the geoid height do not necessarily reflect accuracy.
 DK6963.GEOID18 height accuracy estimate available here.
 DK6963
 DK6963.Click photographs - Photos may exist for this station.
 DK6963
 DK6963.The dynamic height is computed by dividing the NAVD 88
 DK6963.geopotential number by the normal gravity value computed on the
 DK6963.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK6963.degrees latitude (g = 980.6199 gals.).
 DK6963
 DK6963.The modeled gravity was interpolated from observed gravity values.
 DK6963
 DK6963;                    North         East    Units  Estimated Accuracy
 DK6963;SPC MN C     -   257,821.6     854,869.3     MT  (+/- 3 meters HH1 GPS) 
 DK6963
 DK6963_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVM5879240600(NAD 83)
 DK6963
 DK6963                          SUPERSEDED SURVEY CONTROL
 DK6963
 DK6963  NAVD 88 (02/23/09)  391.472  (m)         1284.35   (f) SUPERSEDED  2 1
 DK6963
 DK6963.Superseded values are not recommended for survey control.
 DK6963
 DK6963.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK6963.See file dsdata.pdf to determine how the superseded data were derived.
 DK6963
 DK6963_MARKER: DD = SURVEY DISK
 DK6963_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DK6963_STAMPING: 0108 X 4 2006
 DK6963_MARK LOGO: MNDT
 DK6963_PROJECTION: RECESSED 8 CENTIMETERS
 DK6963_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DK6963_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DK6963_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DK6963+SATELLITE: SATELLITE OBSERVATIONS - October 10, 2016
 DK6963_ROD/PIPE-DEPTH: 8.8 meters
 DK6963
 DK6963  HISTORY     - Date     Condition        Report By
 DK6963  HISTORY     - 20060713 MONUMENTED       MNDT
 DK6963  HISTORY     - 20161010 GOOD             MNDT
 DK6963
 DK6963                          STATION DESCRIPTION
 DK6963
 DK6963'DESCRIBED BY MN DEPT OF TRANSP 2006
 DK6963'THE MARK IS LOCATED ABOUT 6.8 MI (10.9 KM) NORTHEAST OF WEALTHWOOD,
 DK6963'5.8 MI (9.3 KM) NORTH OF MALMO AND 1.0 MI (1.6 KM) WEST OF GLEN.
 DK6963'
 DK6963'FROM THE JUNCTION OF COUNTY ROAD 12 AND TRUNK HIGHWAY 47 IN GLEN GO
 DK6963'1.0 MI (1.6 KM) WEST ALONG COUNTY ROAD 12.
 DK6963'
 DK6963'THE MARK IS LOCATED 63.7 FT (19.4 M) SOUTH-SOUTHWEST OF A STOP SIGN,
 DK6963'27.1 FT (8.3 M) SOUTH OF COUNTY ROAD 12, 25 FT (7.6 M) WEST OF AN
 DK6963'ENTRANCE CORNER TO COUNTY ROAD 74, 1.0 FT (0.3 M) WEST OF A WITNESS
 DK6963'POST.
 DK6963
 DK6963                          STATION RECOVERY (2016)
 DK6963
 DK6963'RECOVERY NOTE BY MN DEPT OF TRANSP 2016 (MAS)
 DK6963'THE STATION IS LOCATED ABOUT 6.8 MI (10.9 KM) NORTHEAST OF WEALTHWOOD,
 DK6963'5.8 MI (9.3 KM) NORTH OF MALMO AND 1.0 MI (1.6 KM) WEST OF GLEN.
 DK6963'
 DK6963'TO REACH THE MARK GO 1.0 MI (1.6 KM) WEST ALONG COUNTY ROAD 12 FROM
 DK6963'THE JUNCTION OF COUNTY ROAD 12 AND TRUNK HIGHWAY 47 IN GLEN.
 DK6963'
 DK6963'THE MARK IS LOCATED 63.7 FT (19.4 M) SOUTH-SOUTHWEST OF A STOP SIGN,
 DK6963'27.1 FT (8.3 M) SOUTH OF COUNTY ROAD 12, 27.5 FT (8.4 M) WEST OF 330TH
 DK6963'AVENUE EXTENDED, 26.0 FT (7.9 M) WEST OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DK6965 ***********************************************************************
 DK6965  DESIGNATION -  0108 X 5
 DK6965  PID         -  DK6965
 DK6965  STATE/COUNTY-  MN/AITKIN
 DK6965  COUNTRY     -  US
 DK6965  USGS QUAD   -  GLEN (2019)
 DK6965
 DK6965                         *CURRENT SURVEY CONTROL
 DK6965  ______________________________________________________________________
 DK6965* NAD 83(1986) POSITION- 46 25 03.8    (N) 093 34 45.7    (W)   HD_HELD2
 DK6965* NAVD 88 ORTHO HEIGHT -   382.133 (meters)     1253.71  (feet) ADJUSTED
 DK6965  ______________________________________________________________________
 DK6965  GEOID HEIGHT    -        -27.718 (meters)                     GEOID18
 DK6965  DYNAMIC HEIGHT  -        382.145 (meters)     1253.75  (feet) COMP
 DK6965  MODELED GRAVITY -    980,635.9   (mgal)                       NAVD 88
 DK6965
 DK6965  VERT ORDER      -  SECOND    CLASS I
 DK6965
 DK6965.The horizontal coordinates were established by autonomous hand held GPS
 DK6965.observations and have an estimated accuracy of +/- 10 meters.
 DK6965
 DK6965.The orthometric height was determined by differential leveling and
 DK6965.adjusted by the NATIONAL GEODETIC SURVEY
 DK6965.in February 2009.
 DK6965
 DK6965.No vertical observational check was made to the station.
 DK6965
 DK6965.Significant digits in the geoid height do not necessarily reflect accuracy.
 DK6965.GEOID18 height accuracy estimate available here.
 DK6965
 DK6965.Click photographs - Photos may exist for this station.
 DK6965
 DK6965.The dynamic height is computed by dividing the NAVD 88
 DK6965.geopotential number by the normal gravity value computed on the
 DK6965.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK6965.degrees latitude (g = 980.6199 gals.).
 DK6965
 DK6965.The modeled gravity was interpolated from observed gravity values.
 DK6965
 DK6965;                    North         East    Units  Estimated Accuracy
 DK6965;SPC MN C     -   257,793.      851,553.      MT  (+/- 10 meters HH2 GPS)
 DK6965
 DK6965_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVM5547740624(NAD 83)
 DK6965
 DK6965                          SUPERSEDED SURVEY CONTROL
 DK6965
 DK6965.No superseded survey control is available for this station.
 DK6965
 DK6965_MARKER: DD = SURVEY DISK
 DK6965_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DK6965_STAMPING: 0108 X 5 2006
 DK6965_MARK LOGO: MNDT
 DK6965_PROJECTION: RECESSED 8 CENTIMETERS
 DK6965_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DK6965_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DK6965_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DK6965+SATELLITE: SATELLITE OBSERVATIONS - October 10, 2016
 DK6965_ROD/PIPE-DEPTH: 9.1 meters
 DK6965
 DK6965  HISTORY     - Date     Condition        Report By
 DK6965  HISTORY     - 20050622 MONUMENTED       MNDT
 DK6965  HISTORY     - 20161010 GOOD             MNDT
 DK6965
 DK6965                          STATION DESCRIPTION
 DK6965
 DK6965'DESCRIBED BY MN DEPT OF TRANSP 2005
 DK6965'THE MARK IS LOCATED ABOUT 6.4 MI (10.3 KM) NORTH-NORTHWEST OF MALMO,
 DK6965'5.2 MI (8.4 KM) NORTHEAST OF WEALTHWOOD AND 3 MI (4.8 KM) WEST OF
 DK6965'GLEN.
 DK6965'
 DK6965'FROM THE JUNCTION OF TRUNK HIGHWAY 47 AND COUNTY ROAD 12 IN GLEN GO
 DK6965'3.1 MI (5.0 KM) WEST ALONG COUNTY ROAD 12.
 DK6965'
 DK6965'THE MARK IS 107.2 FT (32.7 M) SOUTHWEST OF A POWER-POLE IN A YARD,
 DK6965'57.3 FT (17.5 M) NORTH OF COUNTY ROAD 12, 10.3 FT (3.1 M) WEST OF AN
 DK6965'ENTRANCE, 1.0 FT (0.3 M) EAST OF A WITNESS POST.
 DK6965
 DK6965                          STATION RECOVERY (2016)
 DK6965
 DK6965'RECOVERY NOTE BY MN DEPT OF TRANSP 2016 (MAS)
 DK6965'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DQ8391 ***********************************************************************
 DQ8391  DESIGNATION -  0108 Y
 DQ8391  PID         -  DQ8391
 DQ8391  STATE/COUNTY-  MN/AITKIN
 DQ8391  COUNTRY     -  US
 DQ8391  USGS QUAD   -  MALMO (2019)
 DQ8391
 DQ8391                         *CURRENT SURVEY CONTROL
 DQ8391  ______________________________________________________________________
 DQ8391* NAD 83(1986) POSITION- 46 16 58.07   (N) 093 32 01.40   (W)   HD_HELD1
 DQ8391* NAVD 88 ORTHO HEIGHT -   390.086 (meters)     1279.81  (feet) ADJUSTED
 DQ8391  ______________________________________________________________________
 DQ8391  GEOID HEIGHT    -        -27.484 (meters)                     GEOID18
 DQ8391  DYNAMIC HEIGHT  -        390.096 (meters)     1279.84  (feet) COMP
 DQ8391  MODELED GRAVITY -    980,628.8   (mgal)                       NAVD 88
 DQ8391
 DQ8391  VERT ORDER      -  SECOND    CLASS I
 DQ8391
 DQ8391.The horizontal coordinates were determined by differentially corrected
 DQ8391.hand held GPS observations or other comparable positioning techniques
 DQ8391.and have an estimated accuracy of +/- 3 meters.
 DQ8391
 DQ8391.The orthometric height was determined by differential leveling and
 DQ8391.adjusted by the NATIONAL GEODETIC SURVEY
 DQ8391.in April 2021.
 DQ8391
 DQ8391.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ8391.GEOID18 height accuracy estimate available here.
 DQ8391
 DQ8391.Click photographs - Photos may exist for this station.
 DQ8391
 DQ8391.The dynamic height is computed by dividing the NAVD 88
 DQ8391.geopotential number by the normal gravity value computed on the
 DQ8391.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ8391.degrees latitude (g = 980.6199 gals.).
 DQ8391
 DQ8391.The modeled gravity was interpolated from observed gravity values.
 DQ8391
 DQ8391;                    North         East    Units  Estimated Accuracy
 DQ8391;SPC MN C     -   242,827.4     855,196.9     MT  (+/- 3 meters HH1 GPS) 
 DQ8391
 DQ8391_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVM5888325607(NAD 83)
 DQ8391
 DQ8391                          SUPERSEDED SURVEY CONTROL
 DQ8391
 DQ8391.No superseded survey control is available for this station.
 DQ8391
 DQ8391_MARKER: F = FLANGE-ENCASED ROD
 DQ8391_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DQ8391_STAMPING: 0108 Y 2016
 DQ8391_MARK LOGO: MNDT
 DQ8391_PROJECTION: RECESSED 5 CENTIMETERS
 DQ8391_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DQ8391_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ8391_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ8391+SATELLITE: SATELLITE OBSERVATIONS - October 24, 2016
 DQ8391_ROD/PIPE-DEPTH: 6.1 meters
 DQ8391
 DQ8391  HISTORY     - Date     Condition        Report By
 DQ8391  HISTORY     - 20161024 MONUMENTED       MNDT
 DQ8391
 DQ8391                          STATION DESCRIPTION
 DQ8391
 DQ8391'DESCRIBED BY MN DEPT OF TRANSP 2016
 DQ8391'THE MARK IS LOCATED ABOUT 3.5 MI (5.6 KM) SOUTH OF MALMO.
 DQ8391'
 DQ8391'TO REACH THE MARK GO 3.6 MI (5.8 KM) SOUTH ALONG TRUNK HIGHWAY
 DQ8391'47/TRUNK HIGHWAY 18 FROM THE JUNCTION OF TRUNK HIGHWAY 47 AND TRUNK
 DQ8391'HIGHWAY 18 IN MALMO, AT TRUNK HIGHWAY 47 MILE POINT 102.0.
 DQ8391'
 DQ8391'THE MARK IS LOCATED 53.8 FT (16.4 M) WEST OF TRUNK HIGHWAY 47/TRUNK
 DQ8391'HIGHWAY 18, 28.7 FT (8.7 M) EAST OF 329TH AVENUE, 100.3 FT (30.6 M)
 DQ8391'NORTH-NORTHEAST OF CABLE BOX NUMBER D-24, 0.05 MI (0.08 KM) SOUTH OF
 DQ8391'185TH STREET, 1.5 FT (0.5 M) NORTH OF A WITNESS POST.
 DQ8391'
 DQ8391'NOTE-THE STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM ROD
 DQ8391'DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION REMOVABLE DISK
 DQ8391'SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH PVC
 DQ8391'PIPE BACK FILLED WITH WASHED SAND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DQ8390 ***********************************************************************
 DQ8390  DESIGNATION -  0108 Z
 DQ8390  PID         -  DQ8390
 DQ8390  STATE/COUNTY-  MN/AITKIN
 DQ8390  COUNTRY     -  US
 DQ8390  USGS QUAD   -  MALMO (2019)
 DQ8390
 DQ8390                         *CURRENT SURVEY CONTROL
 DQ8390  ______________________________________________________________________
 DQ8390* NAD 83(1986) POSITION- 46 17 20.37   (N) 093 31 58.82   (W)   HD_HELD1
 DQ8390* NAVD 88 ORTHO HEIGHT -   386.537 (meters)     1268.16  (feet) ADJUSTED
 DQ8390  ______________________________________________________________________
 DQ8390  GEOID HEIGHT    -        -27.492 (meters)                     GEOID18
 DQ8390  DYNAMIC HEIGHT  -        386.547 (meters)     1268.20  (feet) COMP
 DQ8390  MODELED GRAVITY -    980,629.3   (mgal)                       NAVD 88
 DQ8390
 DQ8390  VERT ORDER      -  SECOND    CLASS I
 DQ8390
 DQ8390.The horizontal coordinates were determined by differentially corrected
 DQ8390.hand held GPS observations or other comparable positioning techniques
 DQ8390.and have an estimated accuracy of +/- 3 meters.
 DQ8390
 DQ8390.The orthometric height was determined by differential leveling and
 DQ8390.adjusted by the NATIONAL GEODETIC SURVEY
 DQ8390.in April 2021.
 DQ8390
 DQ8390.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ8390.GEOID18 height accuracy estimate available here.
 DQ8390
 DQ8390.Click photographs - Photos may exist for this station.
 DQ8390
 DQ8390.The dynamic height is computed by dividing the NAVD 88
 DQ8390.geopotential number by the normal gravity value computed on the
 DQ8390.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ8390.degrees latitude (g = 980.6199 gals.).
 DQ8390
 DQ8390.The modeled gravity was interpolated from observed gravity values.
 DQ8390
 DQ8390;                    North         East    Units  Estimated Accuracy
 DQ8390;SPC MN C     -   243,516.4     855,245.8     MT  (+/- 3 meters HH1 GPS) 
 DQ8390
 DQ8390_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVM5894326295(NAD 83)
 DQ8390
 DQ8390                          SUPERSEDED SURVEY CONTROL
 DQ8390
 DQ8390.No superseded survey control is available for this station.
 DQ8390
 DQ8390_MARKER: F = FLANGE-ENCASED ROD
 DQ8390_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DQ8390_STAMPING: 0108 Z 2016
 DQ8390_MARK LOGO: MNDT
 DQ8390_PROJECTION: RECESSED 5 CENTIMETERS
 DQ8390_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DQ8390_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ8390_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ8390+SATELLITE: SATELLITE OBSERVATIONS - October 24, 2016
 DQ8390_ROD/PIPE-DEPTH: 11.6 meters
 DQ8390
 DQ8390  HISTORY     - Date     Condition        Report By
 DQ8390  HISTORY     - 20161024 MONUMENTED       MNDT
 DQ8390
 DQ8390                          STATION DESCRIPTION
 DQ8390
 DQ8390'DESCRIBED BY MN DEPT OF TRANSP 2016
 DQ8390'THE MARK IS LOCATED ABOUT 3.0 MI (4.8 KM) SOUTH OF MALMO.
 DQ8390'
 DQ8390'TO REACH THE MARK GO 3.2 MI (5.1 KM) SOUTH ALONG TRUNK HIGHWAY
 DQ8390'47/TRUNK HIGHWAY 18 FROM THE JUNCTION OF TRUNK HIGHWAY 47 AND TRUNK
 DQ8390'HIGHWAY 18 IN MALMO, AT TRUNK HIGHWAY 47 MILE POINT 102.4.
 DQ8390'
 DQ8390'THE MARK IS LOCATED 56.6 FT (17.3 M) WEST OF TRUNK HIGHWAY 47/TRUNK
 DQ8390'HIGHWAY 18, 12.4 FT (3.8 M) EAST OF 329TH PLACE, 0.1 MI (0.2 KM) NORTH
 DQ8390'OF 190TH STREET, 1.5 FT (0.5 M) NORTH OF A WITNESS POST.
 DQ8390'
 DQ8390'NOTE-THE STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM ROD
 DQ8390'DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION REMOVABLE DISK
 DQ8390'SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH PVC
 DQ8390'PIPE BACK FILLED WITH WASHED SAND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DO1193 ***********************************************************************
 DO1193  DESIGNATION -  0109 A
 DO1193  PID         -  DO1193
 DO1193  STATE/COUNTY-  MN/AITKIN
 DO1193  COUNTRY     -  US
 DO1193  USGS QUAD   -  MCGRATH (2019)
 DO1193
 DO1193                         *CURRENT SURVEY CONTROL
 DO1193  ______________________________________________________________________
 DO1193* NAD 83(1986) POSITION- 46 09 42.10   (N) 093 16 40.30   (W)   HD_HELD1
 DO1193* NAVD 88 ORTHO HEIGHT -   374.471 (meters)     1228.58  (feet) ADJUSTED
 DO1193  ______________________________________________________________________
 DO1193  GEOID HEIGHT    -        -27.544 (meters)                     GEOID18
 DO1193  DYNAMIC HEIGHT  -        374.479 (meters)     1228.60  (feet) COMP
 DO1193  MODELED GRAVITY -    980,624.8   (mgal)                       NAVD 88
 DO1193
 DO1193  VERT ORDER      -  SECOND    CLASS I
 DO1193
 DO1193.The horizontal coordinates were determined by differentially corrected
 DO1193.hand held GPS observations or other comparable positioning techniques
 DO1193.and have an estimated accuracy of +/- 3 meters.
 DO1193
 DO1193.The orthometric height was determined by differential leveling and
 DO1193.adjusted by the NATIONAL GEODETIC SURVEY
 DO1193.in November 2013.
 DO1193
 DO1193.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO1193.GEOID18 height accuracy estimate available here.
 DO1193
 DO1193.Click photographs - Photos may exist for this station.
 DO1193
 DO1193.The dynamic height is computed by dividing the NAVD 88
 DO1193.geopotential number by the normal gravity value computed on the
 DO1193.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO1193.degrees latitude (g = 980.6199 gals.).
 DO1193
 DO1193.The modeled gravity was interpolated from observed gravity values.
 DO1193
 DO1193;                    North         East    Units  Estimated Accuracy
 DO1193;SPC MN C     -   229,578.3     875,078.0     MT  (+/- 3 meters HH1 GPS) 
 DO1193
 DO1193_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVM7854712050(NAD 83)
 DO1193
 DO1193                          SUPERSEDED SURVEY CONTROL
 DO1193
 DO1193.No superseded survey control is available for this station.
 DO1193
 DO1193_MARKER: DD = SURVEY DISK
 DO1193_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DO1193_STAMPING: 0109 A 2007
 DO1193_MARK LOGO: MNDT
 DO1193_PROJECTION: FLUSH
 DO1193_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DO1193_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DO1193_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DO1193+SATELLITE: SATELLITE OBSERVATIONS - August 03, 2020
 DO1193_ROD/PIPE-DEPTH: 5.2 meters
 DO1193
 DO1193  HISTORY     - Date     Condition        Report By
 DO1193  HISTORY     - 2007     MONUMENTED       MNDT
 DO1193  HISTORY     - 20170619 GOOD             MNDT
 DO1193  HISTORY     - 20200803 GOOD             MNDT
 DO1193
 DO1193                          STATION DESCRIPTION
 DO1193
 DO1193'DESCRIBED BY MN DEPT OF TRANSP 2007
 DO1193'THE STATION IS LOCATED ABOUT 8.6 MI (13.8 KM) WEST-SOUTHWEST OF GIESE,
 DO1193'7.1 MI (11.4 KM) NORTH OF WARMAN AND 5.4 MI (8.7 KM) SOUTH OF MCGRATH.
 DO1193'THE MARK IS 5.5 MI (8.8 KM) SOUTHWEST OF MCGRATH, 3.8 MI (6.1 KM)
 DO1193'SOUTH ALONG TRUNK HIGHWAY 65 FROM THE JUNCTION OF TRUNK HIGHWAY 65 AND
 DO1193'TRUNK HIGHWAY 18, AT TRUNK HIGHWAY 65 MILE POINT 85.0.
 DO1193'
 DO1193'IT IS 48.0 FT (14.6 M) WEST OF TRUNK HIGHWAY 65, 15.4 FT (4.7 M) SOUTH
 DO1193'OF ENTRANCE, 2.3 FT (0.7 M) WEST OF A WITNESS POST.
 DO1193
 DO1193                          STATION RECOVERY (2017)
 DO1193
 DO1193'RECOVERY NOTE BY MN DEPT OF TRANSP 2017 (MAS)
 DO1193'5.5 MI (8.8 KM) SOUTH OF MCGRATH, 3.8 MI (6.1 KM) SOUTH ALONG TRUNK
 DO1193'HIGHWAY 65 FROM THE JUNCTION OF TRUNK HIGHWAY 65 AND TRUNK HIGHWAY 18
 DO1193'(THE JUNCTION IS 1.5 MI (2.4 KM) SOUTH OF MCGRATH), AT TRUNK HIGHWAY
 DO1193'65 MILE POINT 85.0, 48.0 FT (14.6 M) WEST OF TRUNK HIGHWAY 65, 15.4 FT
 DO1193'(4.7 M) SOUTH OF AN ENTRANCE, 2.3 FT (0.7 M) WEST OF A WITNESS POST.
 DO1193
 DO1193                          STATION RECOVERY (2020)
 DO1193
 DO1193'RECOVERY NOTE BY MN DEPT OF TRANSP 2020 (KMS)
 DO1193'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DO1208 ***********************************************************************
 DO1208  DESIGNATION -  0109 B
 DO1208  PID         -  DO1208
 DO1208  STATE/COUNTY-  MN/AITKIN
 DO1208  COUNTRY     -  US
 DO1208  USGS QUAD   -  MCGRATH (2019)
 DO1208
 DO1208                         *CURRENT SURVEY CONTROL
 DO1208  ______________________________________________________________________
 DO1208* NAD 83(1986) POSITION- 46 14 34.     (N) 093 16 02.     (W)   SCALED
 DO1208* NAVD 88 ORTHO HEIGHT -   373.811 (meters)     1226.41  (feet) ADJUSTED
 DO1208  ______________________________________________________________________
 DO1208  GEOID HEIGHT    -        -27.524 (meters)                     GEOID18
 DO1208  DYNAMIC HEIGHT  -        373.824 (meters)     1226.45  (feet) COMP
 DO1208  MODELED GRAVITY -    980,638.8   (mgal)                       NAVD 88
 DO1208
 DO1208  VERT ORDER      -  SECOND    CLASS I
 DO1208
 DO1208.The horizontal coordinates were scaled from a map and have
 DO1208.an estimated accuracy of +/- 6 seconds.
 DO1208
 DO1208.The orthometric height was determined by differential leveling and
 DO1208.adjusted by the NATIONAL GEODETIC SURVEY
 DO1208.in November 2013.
 DO1208
 DO1208.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO1208.GEOID18 height accuracy estimate available here.
 DO1208
 DO1208.Click photographs - Photos may exist for this station.
 DO1208
 DO1208.The dynamic height is computed by dividing the NAVD 88
 DO1208.geopotential number by the normal gravity value computed on the
 DO1208.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO1208.degrees latitude (g = 980.6199 gals.).
 DO1208
 DO1208.The modeled gravity was interpolated from observed gravity values.
 DO1208
 DO1208;                    North         East    Units  Estimated Accuracy
 DO1208;SPC MN C     -   238,600.      875,790.      MT  (+/- 180 meters Scaled)
 DO1208
 DO1208_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVM793210(NAD 83)
 DO1208
 DO1208                          SUPERSEDED SURVEY CONTROL
 DO1208
 DO1208.No superseded survey control is available for this station.
 DO1208
 DO1208_MARKER: DB = BENCH MARK DISK
 DO1208_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 DO1208_SP_SET: BOX CULVERT HEADWALL
 DO1208_STAMPING: 0109 B 2007
 DO1208_MARK LOGO: MNHD
 DO1208_MAGNETIC: N = NO MAGNETIC MATERIAL
 DO1208_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DO1208+STABILITY: SURFACE MOTION
 DO1208_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DO1208+SATELLITE: SATELLITE OBSERVATIONS - March 27, 2007
 DO1208
 DO1208  HISTORY     - Date     Condition        Report By
 DO1208  HISTORY     - 1961     MONUMENTED       MNHD
 DO1208  HISTORY     - 20061220 GOOD             MNDT
 DO1208  HISTORY     - 20070327 GOOD             MNDT
 DO1208
 DO1208                          STATION DESCRIPTION
 DO1208
 DO1208'DESCRIBED BY MN DEPT OF TRANSP 2006 (MAS)
 DO1208'THE STATION IS LOCATED ABOUT 7.5 MI (12.1 KM) SOUTHWEST OF SOLANA, 7.5
 DO1208'MI (12.1 KM) WEST-NORTHWEST OF GIESE AND IN THE TOWN OF MCGRATH, MN.
 DO1208'
 DO1208'THE MARK IS 0.50 MI (0.8 KM) NORTHEAST OF MCGRATH IN HEADWALL OF BOX
 DO1208'CULVERT IN SOUTHEAST CORNER OF TRUNK HIGHWAY 65 BOX CULVERT OVER BEAR
 DO1208'CREEK, 0.3 MI (0.5 KM) NORTHEAST ALONG TRUNK HIGHWAY 65 FROM THE
 DO1208'JUNCTION OF TRUNK HIGHWAY 65 AND COUNTY ROAD 9 IN MCGRATH, AT TRUNK
 DO1208'HIGHWAY 65 MILE POINT 90.8.
 DO1208'
 DO1208'IT IS 35.50 FT (10.8 M) EAST-SOUTHEAST OF TRUNK HIGHWAY 65.
 DO1208'
 DO1208'NOTE- DISK SET IN BOX CULVERT WHEN BUILT IN 1961 THEN STAMPED WHEN
 DO1208'USED IN 2007.
 DO1208
 DO1208                          STATION RECOVERY (2007)
 DO1208
 DO1208'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (DAS)
 DO1208'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DO1209 ***********************************************************************
 DO1209  DESIGNATION -  0109 C
 DO1209  PID         -  DO1209
 DO1209  STATE/COUNTY-  MN/AITKIN
 DO1209  COUNTRY     -  US
 DO1209  USGS QUAD   -  MCGRATH (2019)
 DO1209
 DO1209                         *CURRENT SURVEY CONTROL
 DO1209  ______________________________________________________________________
 DO1209* NAD 83(1986) POSITION- 46 14 52.     (N) 093 15 46.     (W)   SCALED
 DO1209* NAVD 88 ORTHO HEIGHT -   377.504 (meters)     1238.53  (feet) ADJUSTED
 DO1209  ______________________________________________________________________
 DO1209  GEOID HEIGHT    -        -27.527 (meters)                     GEOID18
 DO1209  DYNAMIC HEIGHT  -        377.518 (meters)     1238.57  (feet) COMP
 DO1209  MODELED GRAVITY -    980,639.8   (mgal)                       NAVD 88
 DO1209
 DO1209  VERT ORDER      -  SECOND    CLASS I
 DO1209
 DO1209.The horizontal coordinates were scaled from a map and have
 DO1209.an estimated accuracy of +/- 6 seconds.
 DO1209
 DO1209.The orthometric height was determined by differential leveling and
 DO1209.adjusted by the NATIONAL GEODETIC SURVEY
 DO1209.in November 2013.
 DO1209
 DO1209.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO1209.GEOID18 height accuracy estimate available here.
 DO1209
 DO1209.Click photographs - Photos may exist for this station.
 DO1209
 DO1209.The dynamic height is computed by dividing the NAVD 88
 DO1209.geopotential number by the normal gravity value computed on the
 DO1209.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO1209.degrees latitude (g = 980.6199 gals.).
 DO1209
 DO1209.The modeled gravity was interpolated from observed gravity values.
 DO1209
 DO1209;                    North         East    Units  Estimated Accuracy
 DO1209;SPC MN C     -   239,160.      876,120.      MT  (+/- 180 meters Scaled)
 DO1209
 DO1209_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVM797216(NAD 83)
 DO1209
 DO1209                          SUPERSEDED SURVEY CONTROL
 DO1209
 DO1209.No superseded survey control is available for this station.
 DO1209
 DO1209_MARKER: DV = VERTICAL CONTROL DISK
 DO1209_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DO1209_SP_SET: BRIDGE RAIL
 DO1209_STAMPING: 0109 C 2007
 DO1209_MARK LOGO: MNDT
 DO1209_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DO1209_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DO1209_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DO1209+SATELLITE: SATELLITE OBSERVATIONS - December 20, 2006
 DO1209
 DO1209  HISTORY     - Date     Condition        Report By
 DO1209  HISTORY     - 1996     MONUMENTED       MNDT
 DO1209  HISTORY     - 20061220 GOOD             MNDT
 DO1209
 DO1209                          STATION DESCRIPTION
 DO1209
 DO1209'DESCRIBED BY MN DEPT OF TRANSP 2006 (MAS)
 DO1209'THE STATION IS LOCATED ABOUT 7.3 MI (11.7 KM) WEST-NORTHWEST OF GIESE,
 DO1209'7.1 MI (11.4 KM) SOUTHWEST OF SOLANA AND 0.7 MI (1.1 KM) NORTHEAST OF
 DO1209'MCGRATH.
 DO1209'
 DO1209'THE MARK IS 1.0 MI (1.6 KM) NORTHEAST OF MCGRATH, IN RAIL IN SOUTHEAST
 DO1209'CORNER OF TRUNK HIGHWAY 65 BRIDGE NUMBER 01009 OVER SNAKE RIVER, 0.7
 DO1209'MI (1.1 KM) NORTHEAST ALONG TRUNK HIGHWAY 65  FROM THE JUNCTION OF
 DO1209'TRUNK HIGHWAY 65 AND COUNTY ROAD 9 IN MCGRATH, AT TRUNK HIGHWAY 65
 DO1209'MILE POINT 91.25.
 DO1209'
 DO1209'IT IS 29.5 FT (9.0 M) EAST OF TRUNK HIGHWAY 65, 4.0 FT (1.2 M) NORTH
 DO1209'OF SOUTH END OF RAILING.
 DO1209'
 DO1209'NOTE- DISK SET IN BRIDGE WHEN BUILT IN 1996 THEN STAMPED WHEN USED IN
 DO1209'2007.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DO1194 ***********************************************************************
 DO1194  DESIGNATION -  0109 D
 DO1194  PID         -  DO1194
 DO1194  STATE/COUNTY-  MN/AITKIN
 DO1194  COUNTRY     -  US
 DO1194  USGS QUAD   -  MCGRATH (2019)
 DO1194
 DO1194                         *CURRENT SURVEY CONTROL
 DO1194  ______________________________________________________________________
 DO1194* NAD 83(1986) POSITION- 46 12 28.33   (N) 093 16 38.64   (W)   HD_HELD1
 DO1194* NAVD 88 ORTHO HEIGHT -   397.492 (meters)     1304.11  (feet) ADJUSTED
 DO1194  ______________________________________________________________________
 DO1194  GEOID HEIGHT    -        -27.520 (meters)                     GEOID18
 DO1194  DYNAMIC HEIGHT  -        397.503 (meters)     1304.14  (feet) COMP
 DO1194  MODELED GRAVITY -    980,632.4   (mgal)                       NAVD 88
 DO1194
 DO1194  VERT ORDER      -  SECOND    CLASS I
 DO1194
 DO1194.The horizontal coordinates were determined by differentially corrected
 DO1194.hand held GPS observations or other comparable positioning techniques
 DO1194.and have an estimated accuracy of +/- 3 meters.
 DO1194
 DO1194.The orthometric height was determined by differential leveling and
 DO1194.adjusted by the NATIONAL GEODETIC SURVEY
 DO1194.in November 2013.
 DO1194
 DO1194.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO1194.GEOID18 height accuracy estimate available here.
 DO1194
 DO1194.Click photographs - Photos may exist for this station.
 DO1194
 DO1194.The dynamic height is computed by dividing the NAVD 88
 DO1194.geopotential number by the normal gravity value computed on the
 DO1194.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO1194.degrees latitude (g = 980.6199 gals.).
 DO1194
 DO1194.The modeled gravity was interpolated from observed gravity values.
 DO1194
 DO1194;                    North         East    Units  Estimated Accuracy
 DO1194;SPC MN C     -   234,710.6     875,050.6     MT  (+/- 3 meters HH1 GPS) 
 DO1194
 DO1194_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVM7860017181(NAD 83)
 DO1194
 DO1194                          SUPERSEDED SURVEY CONTROL
 DO1194
 DO1194.No superseded survey control is available for this station.
 DO1194
 DO1194_MARKER: DD = SURVEY DISK
 DO1194_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DO1194_STAMPING: 0109 D 2007
 DO1194_MARK LOGO: MNDT
 DO1194_PROJECTION: FLUSH
 DO1194_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DO1194_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DO1194_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DO1194+SATELLITE: SATELLITE OBSERVATIONS - June 19, 2017
 DO1194_ROD/PIPE-DEPTH: 9.1 meters
 DO1194
 DO1194  HISTORY     - Date     Condition        Report By
 DO1194  HISTORY     - 2007     MONUMENTED       MNDT
 DO1194  HISTORY     - 20160920 GOOD             MNDT
 DO1194  HISTORY     - 20170619 GOOD             MNDT
 DO1194
 DO1194                          STATION DESCRIPTION
 DO1194
 DO1194'DESCRIBED BY MN DEPT OF TRANSP 2007
 DO1194'THE STATION IS LOCATED ABOUT 9.7 MI (15.6 KM) SOUTHWEST OF SOLANA, 7.7
 DO1194'MI (12.4 KM) WEST OF GIESE AND 2.2 MI (3.5 KM) SOUTH OF MCGRATH.
 DO1194'
 DO1194'THE MARK IS 2.3 MI (3.7 KM) SOUTH OF MCGRATH, 0.65 MI (1.0 KM) SOUTH
 DO1194'ALONG TRUNK HIGHWAY 65 FROM THE JUNCTION OF TRUNK HIGHWAY 65 AND TRUNK
 DO1194'HIGHWAY 18, AT TRUNK HIGHWAY 65 MILE POINT 88.2.
 DO1194'
 DO1194'IT IS 153.0 NORTH OF POWER POLE, 64.0 FT (19.5 M) EAST OF TRUNK
 DO1194'HIGHWAY 65, 33.4 FT (10.2 M) NORTH OF EXTENDED DRIVEWAY, 11.6 FT (3.5
 DO1194'M) WEST OF A NORTH-SOUTH FENCE LINE, 2.8 WEST OF A WITNESS POST.
 DO1194
 DO1194                          STATION RECOVERY (2016)
 DO1194
 DO1194'RECOVERY NOTE BY MN DEPT OF TRANSP 2016 (KMS)
 DO1194'RECOVERED AS DESCRIBED.
 DO1194
 DO1194                          STATION RECOVERY (2017)
 DO1194
 DO1194'RECOVERY NOTE BY MN DEPT OF TRANSP 2017 (MAS)
 DO1194'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DO1207 ***********************************************************************
 DO1207  DESIGNATION -  0109 E
 DO1207  PID         -  DO1207
 DO1207  STATE/COUNTY-  MN/AITKIN
 DO1207  COUNTRY     -  US
 DO1207  USGS QUAD   -  MCGRATH (2019)
 DO1207
 DO1207                         *CURRENT SURVEY CONTROL
 DO1207  ______________________________________________________________________
 DO1207* NAD 83(1986) POSITION- 46 13 54.     (N) 093 16 36.     (W)   SCALED
 DO1207* NAVD 88 ORTHO HEIGHT -   382.883 (meters)     1256.18  (feet) ADJUSTED
 DO1207  ______________________________________________________________________
 DO1207  GEOID HEIGHT    -        -27.518 (meters)                     GEOID18
 DO1207  DYNAMIC HEIGHT  -        382.895 (meters)     1256.21  (feet) COMP
 DO1207  MODELED GRAVITY -    980,636.4   (mgal)                       NAVD 88
 DO1207
 DO1207  VERT ORDER      -  SECOND    CLASS I
 DO1207
 DO1207.The horizontal coordinates were scaled from a map and have
 DO1207.an estimated accuracy of +/- 6 seconds.
 DO1207
 DO1207.The orthometric height was determined by differential leveling and
 DO1207.adjusted by the NATIONAL GEODETIC SURVEY
 DO1207.in November 2013.
 DO1207
 DO1207.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO1207.GEOID18 height accuracy estimate available here.
 DO1207
 DO1207.Click photographs - Photos may exist for this station.
 DO1207
 DO1207.The dynamic height is computed by dividing the NAVD 88
 DO1207.geopotential number by the normal gravity value computed on the
 DO1207.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO1207.degrees latitude (g = 980.6199 gals.).
 DO1207
 DO1207.The modeled gravity was interpolated from observed gravity values.
 DO1207
 DO1207;                    North         East    Units  Estimated Accuracy
 DO1207;SPC MN C     -   237,360.      875,080.      MT  (+/- 180 meters Scaled)
 DO1207
 DO1207_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVM786198(NAD 83)
 DO1207
 DO1207                          SUPERSEDED SURVEY CONTROL
 DO1207
 DO1207.No superseded survey control is available for this station.
 DO1207
 DO1207_MARKER: DD = SURVEY DISK
 DO1207_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DO1207_STAMPING: 0109 E 2007
 DO1207_MARK LOGO: MNDT
 DO1207_PROJECTION: FLUSH
 DO1207_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DO1207_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DO1207_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DO1207+SATELLITE: SATELLITE OBSERVATIONS - September 20, 2016
 DO1207_ROD/PIPE-DEPTH: 6.7 meters
 DO1207
 DO1207  HISTORY     - Date     Condition        Report By
 DO1207  HISTORY     - 2007     MONUMENTED       MNDT
 DO1207  HISTORY     - 20160920 GOOD             MNDT
 DO1207
 DO1207                          STATION DESCRIPTION
 DO1207
 DO1207'DESCRIBED BY MN DEPT OF TRANSP 2007
 DO1207'THE STATION IS LOCATED ABOUT 8.4 MI (13.5 KM) SOUTHWEST OF SOLANA, 7.8
 DO1207'MI (12.6 KM) WEST OF GIESE AND 0.6 MI (1.0 KM) SOUTH-SOUTHWEST OF
 DO1207'MCGRATH.
 DO1207'
 DO1207'THE MARK IS 0.75 MI (1.2 KM) SOUTH OF MCGRATH, 1.0 MI (1.6 KM) NORTH
 DO1207'ALONG TRUNK HIGHWAY 65 FROM THE JUNCTION OF TRUNK HIGHWAY 65 AND TRUNK
 DO1207'HIGHWAY 18 IN MCGRATH, AT TRUNK HIGHWAY 65 MILE POINT 89.9.
 DO1207'
 DO1207'IT IS 75.0 FT (22.9 M) EAST OF TRUNK HIGHWAY 65, 34.5 FT (10.5 M)
 DO1207'NORTH OF 150TH LANE, 9.4 FT (2.9 M) EAST OF POWER POLE WITH GUY WIRE,
 DO1207'1.8 FT (0.5 M) SOUTH OF A WITNESS POST.
 DO1207
 DO1207                          STATION RECOVERY (2016)
 DO1207
 DO1207'RECOVERY NOTE BY MN DEPT OF TRANSP 2016 (MAS)
 DO1207'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DO1210 ***********************************************************************
 DO1210  DESIGNATION -  0110 A
 DO1210  PID         -  DO1210
 DO1210  STATE/COUNTY-  MN/AITKIN
 DO1210  COUNTRY     -  US
 DO1210  USGS QUAD   -  THOR SE (2019)
 DO1210
 DO1210                         *CURRENT SURVEY CONTROL
 DO1210  ______________________________________________________________________
 DO1210* NAD 83(1986) POSITION- 46 16 35.     (N) 093 15 40.     (W)   SCALED
 DO1210* NAVD 88 ORTHO HEIGHT -   381.879 (meters)     1252.88  (feet) ADJUSTED
 DO1210  ______________________________________________________________________
 DO1210  GEOID HEIGHT    -        -27.548 (meters)                     GEOID18
 DO1210  DYNAMIC HEIGHT  -        381.893 (meters)     1252.93  (feet) COMP
 DO1210  MODELED GRAVITY -    980,640.2   (mgal)                       NAVD 88
 DO1210
 DO1210  VERT ORDER      -  SECOND    CLASS I
 DO1210
 DO1210.The horizontal coordinates were scaled from a map and have
 DO1210.an estimated accuracy of +/- 6 seconds.
 DO1210
 DO1210.The orthometric height was determined by differential leveling and
 DO1210.adjusted by the NATIONAL GEODETIC SURVEY
 DO1210.in November 2013.
 DO1210
 DO1210.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO1210.GEOID18 height accuracy estimate available here.
 DO1210
 DO1210.Click photographs - Photos may exist for this station.
 DO1210
 DO1210.The dynamic height is computed by dividing the NAVD 88
 DO1210.geopotential number by the normal gravity value computed on the
 DO1210.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO1210.degrees latitude (g = 980.6199 gals.).
 DO1210
 DO1210.The modeled gravity was interpolated from observed gravity values.
 DO1210
 DO1210;                    North         East    Units  Estimated Accuracy
 DO1210;SPC MN C     -   242,340.      876,210.      MT  (+/- 180 meters Scaled)
 DO1210
 DO1210_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVM798247(NAD 83)
 DO1210
 DO1210                          SUPERSEDED SURVEY CONTROL
 DO1210
 DO1210.No superseded survey control is available for this station.
 DO1210
 DO1210_MARKER: DB = BENCH MARK DISK
 DO1210_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 DO1210_STAMPING: 0110 A 1961
 DO1210_MARK LOGO: MNHD
 DO1210_PROJECTION: PROJECTING 13 CENTIMETERS
 DO1210_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DO1210_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DO1210_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DO1210+SATELLITE: SATELLITE OBSERVATIONS - December 20, 2006
 DO1210
 DO1210  HISTORY     - Date     Condition        Report By
 DO1210  HISTORY     - 1961     MONUMENTED       MNHD
 DO1210  HISTORY     - 20061220 GOOD             MNDT
 DO1210
 DO1210                          STATION DESCRIPTION
 DO1210
 DO1210'DESCRIBED BY MN DEPT OF TRANSP 2006 (MAS)
 DO1210'THE STATION IS LOCATED ABOUT 8.1 MI (13.0 KM) WEST-NORTHWEST OF GIESE,
 DO1210'5.9 MI (9.5 KM) WEST-SOUTHWEST OF SOLANA AND 2.6 MI (4.2 KM)
 DO1210'NORTH-NORTHEAST OF MCGRATH.
 DO1210'
 DO1210'THE MARK IS 3.8 MI (6.1 KM) NORTH OF MCGRATH, AT TRUNK HIGHWAY 65 MILE
 DO1210'POINT 94.25, AT TRUNK HIGHWAY 65 STATION 440+61.
 DO1210'
 DO1210'IT IS 780.0 FT (237.7 M) NORTH OF COUNTY ROAD 26, 98.0 FT (29.9 M)
 DO1210'EAST OF TRUNK HIGHWAY 65, 51.6 FT (15.7 M) SOUTHEAST OF POWER POLE.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DO1211 ***********************************************************************
 DO1211  DESIGNATION -  0110 E
 DO1211  PID         -  DO1211
 DO1211  STATE/COUNTY-  MN/AITKIN
 DO1211  COUNTRY     -  US
 DO1211  USGS QUAD   -  THOR SE (2019)
 DO1211
 DO1211                         *CURRENT SURVEY CONTROL
 DO1211  ______________________________________________________________________
 DO1211* NAD 83(1986) POSITION- 46 17 18.     (N) 093 15 42.     (W)   SCALED
 DO1211* NAVD 88 ORTHO HEIGHT -   382.818 (meters)     1255.96  (feet) ADJUSTED
 DO1211  ______________________________________________________________________
 DO1211  GEOID HEIGHT    -        -27.563 (meters)                     GEOID18
 DO1211  DYNAMIC HEIGHT  -        382.832 (meters)     1256.01  (feet) COMP
 DO1211  MODELED GRAVITY -    980,638.9   (mgal)                       NAVD 88
 DO1211
 DO1211  VERT ORDER      -  SECOND    CLASS I
 DO1211
 DO1211.The horizontal coordinates were scaled from a map and have
 DO1211.an estimated accuracy of +/- 6 seconds.
 DO1211
 DO1211.The orthometric height was determined by differential leveling and
 DO1211.adjusted by the NATIONAL GEODETIC SURVEY
 DO1211.in November 2013.
 DO1211
 DO1211.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO1211.GEOID18 height accuracy estimate available here.
 DO1211
 DO1211.Click photographs - Photos may exist for this station.
 DO1211
 DO1211.The dynamic height is computed by dividing the NAVD 88
 DO1211.geopotential number by the normal gravity value computed on the
 DO1211.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO1211.degrees latitude (g = 980.6199 gals.).
 DO1211
 DO1211.The modeled gravity was interpolated from observed gravity values.
 DO1211
 DO1211;                    North         East    Units  Estimated Accuracy
 DO1211;SPC MN C     -   243,670.      876,150.      MT  (+/- 180 meters Scaled)
 DO1211
 DO1211_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVM798261(NAD 83)
 DO1211
 DO1211                          SUPERSEDED SURVEY CONTROL
 DO1211
 DO1211.No superseded survey control is available for this station.
 DO1211
 DO1211_MARKER: DD = SURVEY DISK
 DO1211_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DO1211_STAMPING: 0110 E 2007
 DO1211_MARK LOGO: MNDT
 DO1211_PROJECTION: FLUSH
 DO1211_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DO1211_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DO1211_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DO1211+SATELLITE: SATELLITE OBSERVATIONS - 2007
 DO1211_ROD/PIPE-DEPTH: 4.0 meters
 DO1211
 DO1211  HISTORY     - Date     Condition        Report By
 DO1211  HISTORY     - 2007     MONUMENTED       MNDT
 DO1211
 DO1211                          STATION DESCRIPTION
 DO1211
 DO1211'DESCRIBED BY MN DEPT OF TRANSP 2007
 DO1211'THE STATION IS LOCATED ABOUT 8.6 MI (13.8 KM) NORTHWEST OF GIESE, 5.6
 DO1211'MI (9.0 KM) WEST-SOUTHWEST OF SOLANA AND 3.4 MI (5.5 KM) NORTH OF
 DO1211'MCGRATH.
 DO1211'
 DO1211'THE MARK IS 3.5 MI (5.6 KM) NORTH OF MCGRATH, 3.6 MI (5.8 KM) NORTH
 DO1211'ALONG TRUNK HIGHWAY 65 FROM THE JUNCTION OF TRUNK HIGHWAY 65 AND
 DO1211'COUNTY ROAD 9 IN MCGRATH, AT TRUNK HIGHWAY 65 MILE POINT 94.05.
 DO1211'
 DO1211'IT IS 72.0 FT (21.9 M) EAST OF TRUNK HIGHWAY 65, 18.0 FT (5.5 M) SOUTH
 DO1211'OF PASTURE ENTRANCE, 3.9 FT (1.2 M) WEST ON NORTH/SOUTH OF A FENCE
 DO1211'LINE.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DO1213 ***********************************************************************
 DO1213  DESIGNATION -  0110 G
 DO1213  PID         -  DO1213
 DO1213  STATE/COUNTY-  MN/AITKIN
 DO1213  COUNTRY     -  US
 DO1213  USGS QUAD   -  THOR SE (2019)
 DO1213
 DO1213                         *CURRENT SURVEY CONTROL
 DO1213  ______________________________________________________________________
 DO1213* NAD 83(1986) POSITION- 46 18 59.12   (N) 093 15 30.47   (W)   HD_HELD1
 DO1213* NAVD 88 ORTHO HEIGHT -   383.955 (meters)     1259.69  (feet) ADJUSTED
 DO1213  ______________________________________________________________________
 DO1213  GEOID HEIGHT    -        -27.608 (meters)                     GEOID18
 DO1213  DYNAMIC HEIGHT  -        383.968 (meters)     1259.73  (feet) COMP
 DO1213  MODELED GRAVITY -    980,635.7   (mgal)                       NAVD 88
 DO1213
 DO1213  VERT ORDER      -  SECOND    CLASS I
 DO1213
 DO1213.The horizontal coordinates were determined by differentially corrected
 DO1213.hand held GPS observations or other comparable positioning techniques
 DO1213.and have an estimated accuracy of +/- 3 meters.
 DO1213
 DO1213.The orthometric height was determined by differential leveling and
 DO1213.adjusted by the NATIONAL GEODETIC SURVEY
 DO1213.in November 2013.
 DO1213
 DO1213.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO1213.GEOID18 height accuracy estimate available here.
 DO1213
 DO1213.Click photographs - Photos may exist for this station.
 DO1213
 DO1213.The dynamic height is computed by dividing the NAVD 88
 DO1213.geopotential number by the normal gravity value computed on the
 DO1213.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO1213.degrees latitude (g = 980.6199 gals.).
 DO1213
 DO1213.The modeled gravity was interpolated from observed gravity values.
 DO1213
 DO1213;                    North         East    Units  Estimated Accuracy
 DO1213;SPC MN C     -   246,793.1     876,360.7     MT  (+/- 3 meters HH1 GPS) 
 DO1213
 DO1213_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVM8010029237(NAD 83)
 DO1213
 DO1213                          SUPERSEDED SURVEY CONTROL
 DO1213
 DO1213.No superseded survey control is available for this station.
 DO1213
 DO1213_MARKER: DD = SURVEY DISK
 DO1213_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DO1213_STAMPING: 0110 G 2007
 DO1213_MARK LOGO: MNDT
 DO1213_PROJECTION: FLUSH
 DO1213_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DO1213_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DO1213_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DO1213+SATELLITE: SATELLITE OBSERVATIONS - August 04, 2020
 DO1213_ROD/PIPE-DEPTH: 15.2 meters
 DO1213
 DO1213  HISTORY     - Date     Condition        Report By
 DO1213  HISTORY     - 2007     MONUMENTED       MNDT
 DO1213  HISTORY     - 20200804 GOOD             MNDT
 DO1213
 DO1213                          STATION DESCRIPTION
 DO1213
 DO1213'DESCRIBED BY MN DEPT OF TRANSP 2007
 DO1213'THE STATION IS LOCATED ABOUT 8.5 MI (13.7 KM) WEST-SOUTHWEST OF
 DO1213'ARTHYDE, 5.3 MI (8.5 KM) NORTH OF MCGRATH AND 5.0 MI (8.0 KM) WEST OF
 DO1213'SOLANA.
 DO1213'
 DO1213'THE MARK IS 1.1 MI (1.8 KM) SOUTH OF PLINY, 1.15 MI (1.9 KM) SOUTH
 DO1213'ALONG TRUNK HIGHWAY 65 FROM THE JUNCTION OF TRUNK HIGHWAY 65 AND
 DO1213'COUNTY ROAD 2 IN PLINY (DADS CORNER), AT TRUNK HIGHWAY 65 MILE POINT
 DO1213'95.98.
 DO1213'
 DO1213'IT IS 98.0 FT (29.9 M) EAST OF TRUNK HIGHWAY 65, 22.6 FT (6.9 M) NORTH
 DO1213'OF RIGHT-OF-WAY SIGN, 2.3 FT (0.7 M) NORTH OF A WITNESS POST.
 DO1213
 DO1213                          STATION RECOVERY (2020)
 DO1213
 DO1213'RECOVERY NOTE BY MN DEPT OF TRANSP 2020 (KMS)
 DO1213'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DO1214 ***********************************************************************
 DO1214  DESIGNATION -  0110 H
 DO1214  PID         -  DO1214
 DO1214  STATE/COUNTY-  MN/AITKIN
 DO1214  COUNTRY     -  US
 DO1214  USGS QUAD   -  THOR SE (2019)
 DO1214
 DO1214                         *CURRENT SURVEY CONTROL
 DO1214  ______________________________________________________________________
 DO1214* NAD 83(1986) POSITION- 46 19 57.27   (N) 093 15 31.51   (W)   HD_HELD1
 DO1214* NAVD 88 ORTHO HEIGHT -   385.345 (meters)     1264.25  (feet) ADJUSTED
 DO1214  ______________________________________________________________________
 DO1214  GEOID HEIGHT    -        -27.634 (meters)                     GEOID18
 DO1214  DYNAMIC HEIGHT  -        385.357 (meters)     1264.29  (feet) COMP
 DO1214  MODELED GRAVITY -    980,634.0   (mgal)                       NAVD 88
 DO1214
 DO1214  VERT ORDER      -  SECOND    CLASS I
 DO1214
 DO1214.The horizontal coordinates were determined by differentially corrected
 DO1214.hand held GPS observations or other comparable positioning techniques
 DO1214.and have an estimated accuracy of +/- 3 meters.
 DO1214
 DO1214.The orthometric height was determined by differential leveling and
 DO1214.adjusted by the NATIONAL GEODETIC SURVEY
 DO1214.in November 2013.
 DO1214
 DO1214.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO1214.GEOID18 height accuracy estimate available here.
 DO1214
 DO1214.Click photographs - Photos may exist for this station.
 DO1214
 DO1214.The dynamic height is computed by dividing the NAVD 88
 DO1214.geopotential number by the normal gravity value computed on the
 DO1214.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO1214.degrees latitude (g = 980.6199 gals.).
 DO1214
 DO1214.The modeled gravity was interpolated from observed gravity values.
 DO1214
 DO1214;                    North         East    Units  Estimated Accuracy
 DO1214;SPC MN C     -   248,588.1     876,316.0     MT  (+/- 3 meters HH1 GPS) 
 DO1214
 DO1214_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVM8008431032(NAD 83)
 DO1214
 DO1214                          SUPERSEDED SURVEY CONTROL
 DO1214
 DO1214.No superseded survey control is available for this station.
 DO1214
 DO1214_MARKER: DD = SURVEY DISK
 DO1214_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DO1214_STAMPING: 0110 H 2007
 DO1214_MARK LOGO: MNDT
 DO1214_PROJECTION: FLUSH
 DO1214_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DO1214_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DO1214_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DO1214+SATELLITE: SATELLITE OBSERVATIONS - January 06, 2020
 DO1214_ROD/PIPE-DEPTH: 6.1 meters
 DO1214
 DO1214  HISTORY     - Date     Condition        Report By
 DO1214  HISTORY     - 2007     MONUMENTED       MNDT
 DO1214  HISTORY     - 20200106 GOOD             MNDT
 DO1214
 DO1214                          STATION DESCRIPTION
 DO1214
 DO1214'DESCRIBED BY MN DEPT OF TRANSP 2007
 DO1214'THE STATION IS LOCATED ABOUT 8.3 MI (13.4 KM) WEST-SOUTHWEST OF
 DO1214'ARTHYDE, 6.4 MI (10.3 KM) NORTH OF MCGRATH AND 5.2 MI (8.4 KM)
 DO1214'WEST-NORTHWEST OF SOLANA.
 DO1214'
 DO1214'THE MARK IS AT THE JUNCTION OF TRUNK HIGHWAY 65 AND COUNTY ROAD 2 IN
 DO1214'PLINY (DADS CORNER), AT TRUNK HIGHWAY 65 MILE POINT 97.10.
 DO1214'
 DO1214'IT IS 67.0 FT (20.4 M) EAST OF TRUNK HIGHWAY 65, 64.0 FT (19.5 M)
 DO1214'SOUTH OF COUNTY ROAD 2, 22.2 FT (6.8 M) SOUTHWEST OF POWER POLE WITH 4
 DO1214'GUY WIRES.
 DO1214
 DO1214                          STATION RECOVERY (2020)
 DO1214
 DO1214'RECOVERY NOTE BY MN DEPT OF TRANSP 2020 (KMS)
 DO1214'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DO1215 ***********************************************************************
 DO1215  DESIGNATION -  0110 J
 DO1215  PID         -  DO1215
 DO1215  STATE/COUNTY-  MN/AITKIN
 DO1215  COUNTRY     -  US
 DO1215  USGS QUAD   -  THOR SE (2019)
 DO1215
 DO1215                         *CURRENT SURVEY CONTROL
 DO1215  ______________________________________________________________________
 DO1215* NAD 83(1986) POSITION- 46 20 21.     (N) 093 15 41.     (W)   SCALED
 DO1215* NAVD 88 ORTHO HEIGHT -   381.594 (meters)     1251.95  (feet) ADJUSTED
 DO1215  ______________________________________________________________________
 DO1215  GEOID HEIGHT    -        -27.643 (meters)                     GEOID18
 DO1215  DYNAMIC HEIGHT  -        381.606 (meters)     1251.99  (feet) COMP
 DO1215  MODELED GRAVITY -    980,634.5   (mgal)                       NAVD 88
 DO1215
 DO1215  VERT ORDER      -  SECOND    CLASS I
 DO1215
 DO1215.The horizontal coordinates were scaled from a map and have
 DO1215.an estimated accuracy of +/- 6 seconds.
 DO1215
 DO1215.The orthometric height was determined by differential leveling and
 DO1215.adjusted by the NATIONAL GEODETIC SURVEY
 DO1215.in November 2013.
 DO1215
 DO1215.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO1215.GEOID18 height accuracy estimate available here.
 DO1215
 DO1215.Click photographs - Photos may exist for this station.
 DO1215
 DO1215.The dynamic height is computed by dividing the NAVD 88
 DO1215.geopotential number by the normal gravity value computed on the
 DO1215.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO1215.degrees latitude (g = 980.6199 gals.).
 DO1215
 DO1215.The modeled gravity was interpolated from observed gravity values.
 DO1215
 DO1215;                    North         East    Units  Estimated Accuracy
 DO1215;SPC MN C     -   249,320.      876,100.      MT  (+/- 180 meters Scaled)
 DO1215
 DO1215_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVM798317(NAD 83)
 DO1215
 DO1215                          SUPERSEDED SURVEY CONTROL
 DO1215
 DO1215.No superseded survey control is available for this station.
 DO1215
 DO1215_MARKER: DB = BENCH MARK DISK
 DO1215_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 DO1215_SP_SET: BOX CULVERT
 DO1215_STAMPING: 0110 J 2007
 DO1215_MARK LOGO: MNHD
 DO1215_MAGNETIC: N = NO MAGNETIC MATERIAL
 DO1215_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DO1215+STABILITY: SURFACE MOTION
 DO1215_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DO1215+SATELLITE: SATELLITE OBSERVATIONS - March 27, 2007
 DO1215
 DO1215  HISTORY     - Date     Condition        Report By
 DO1215  HISTORY     - 1961     MONUMENTED       MNHD
 DO1215  HISTORY     - 20061220 GOOD             MNDT
 DO1215  HISTORY     - 20070327 GOOD             MNDT
 DO1215
 DO1215                          STATION DESCRIPTION
 DO1215
 DO1215'DESCRIBED BY MN DEPT OF TRANSP 2006 (MAS)
 DO1215'THE STATION IS LOCATED ABOUT 8.3 MI (13.4 KM) WEST OF ARTHYDE, 6.9 MI
 DO1215'(11.1 KM) NORTH OF MCGRATH AND 5.4 MI (8.7 KM) WEST-NORTHWEST OF
 DO1215'SOLANA.
 DO1215'
 DO1215'THE MARK IS 0.5 MI (0.8 KM) NORTH-NORTHWEST OF PLINY, IN HEAD OF BOX
 DO1215'CULVERT IN SOUTHEAST CORNER OF TRUNK HIGHWAY 65 BOX CULVERT OVER SNAKE
 DO1215'RIVER, 0.5 MI (0.8 KM) NORTH-NORTHWEST ALONG TRUNK HIGHWAY 65 FROM THE
 DO1215'JUNCTION OF TRUNK HIGHWAY 65 AND COUNTRY ROAD 2 IN PLINY (DADS
 DO1215'CORNER), AT TRUNK HIGHWAY 65 MILE POINT 97.60.
 DO1215'
 DO1215'IT IS 45.5 FT (13.9 M) EAST OF TRUNK HIGHWAY 65.
 DO1215'
 DO1215'NOTE- DISK SET IN BOX CULVERT WHEN BUILT IN 1961 THEN STAMPED WHEN
 DO1215'USED IN 2007.
 DO1215
 DO1215                          STATION RECOVERY (2007)
 DO1215
 DO1215'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (DAS)
 DO1215'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DO1216 ***********************************************************************
 DO1216  DESIGNATION -  0110 K
 DO1216  PID         -  DO1216
 DO1216  STATE/COUNTY-  MN/AITKIN
 DO1216  COUNTRY     -  US
 DO1216  USGS QUAD   -  THOR SE (2019)
 DO1216
 DO1216                         *CURRENT SURVEY CONTROL
 DO1216  ______________________________________________________________________
 DO1216* NAD 83(1986) POSITION- 46 21 03.99   (N) 093 15 43.69   (W)   HD_HELD1
 DO1216* NAVD 88 ORTHO HEIGHT -   384.040 (meters)     1259.97  (feet) ADJUSTED
 DO1216  ______________________________________________________________________
 DO1216  GEOID HEIGHT    -        -27.660 (meters)                     GEOID18
 DO1216  DYNAMIC HEIGHT  -        384.053 (meters)     1260.01  (feet) COMP
 DO1216  MODELED GRAVITY -    980,635.6   (mgal)                       NAVD 88
 DO1216
 DO1216  VERT ORDER      -  SECOND    CLASS I
 DO1216
 DO1216.The horizontal coordinates were determined by differentially corrected
 DO1216.hand held GPS observations or other comparable positioning techniques
 DO1216.and have an estimated accuracy of +/- 3 meters.
 DO1216
 DO1216.The orthometric height was determined by differential leveling and
 DO1216.adjusted by the NATIONAL GEODETIC SURVEY
 DO1216.in November 2013.
 DO1216
 DO1216.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO1216.GEOID18 height accuracy estimate available here.
 DO1216
 DO1216.Click photographs - Photos may exist for this station.
 DO1216
 DO1216.The dynamic height is computed by dividing the NAVD 88
 DO1216.geopotential number by the normal gravity value computed on the
 DO1216.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO1216.degrees latitude (g = 980.6199 gals.).
 DO1216
 DO1216.The modeled gravity was interpolated from observed gravity values.
 DO1216
 DO1216;                    North         East    Units  Estimated Accuracy
 DO1216;SPC MN C     -   250,644.6     876,029.8     MT  (+/- 3 meters HH1 GPS) 
 DO1216
 DO1216_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVM7983033092(NAD 83)
 DO1216
 DO1216                          SUPERSEDED SURVEY CONTROL
 DO1216
 DO1216.No superseded survey control is available for this station.
 DO1216
 DO1216_MARKER: DD = SURVEY DISK
 DO1216_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DO1216_STAMPING: 0110 K 2007
 DO1216_MARK LOGO: MNDT
 DO1216_PROJECTION: RECESSED 3 CENTIMETERS
 DO1216_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DO1216_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DO1216_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DO1216+SATELLITE: SATELLITE OBSERVATIONS - August 04, 2020
 DO1216_ROD/PIPE-DEPTH: 10.7 meters
 DO1216
 DO1216  HISTORY     - Date     Condition        Report By
 DO1216  HISTORY     - 2007     MONUMENTED       MNDT
 DO1216  HISTORY     - 20200804 GOOD             MNDT
 DO1216
 DO1216                          STATION DESCRIPTION
 DO1216
 DO1216'DESCRIBED BY MN DEPT OF TRANSP 2007
 DO1216'THE STATION IS LOCATED ABOUT 8.3 MI (13.4 KM) WEST OF ARTHYDE, 7.7 MI
 DO1216'(12.4 KM) NORTH OF MCGRATH AND 5.7 MI (9.2 KM) WEST-NORTHWEST OF
 DO1216'SOLANA.
 DO1216'
 DO1216'THE MARK IS 1.3 MI (2.1 KM) NORTH OF PLINY, 1.3 MI (2.1 KM) NORTH
 DO1216'ALONG TRUNK HIGHWAY 65 FROM THE JUNCTION OF TRUNK HIGHWAY 65 AND
 DO1216'COUNTY ROAD 2 IN PLINY (DADS CORNER), AT TRUNK HIGHWAY 65 MILE POINT
 DO1216'98.4.
 DO1216'
 DO1216'IT IS 72.0 FT (21.9 M) WEST OF TRUNK HIGHWAY 65, 21.0 FT (6.4 M) SOUTH
 DO1216'OF ENTRANCE, 5.9 FT (1.8 M) SOUTH OF RIGHT-OF-WAY SIGN, 5.3 FT (1.6 M)
 DO1216'NORTH OF TELPHONE - PEDESTAL, 1.8 FT (0.5 M) EAST OF A WITNESS POST.
 DO1216
 DO1216                          STATION RECOVERY (2020)
 DO1216
 DO1216'RECOVERY NOTE BY MN DEPT OF TRANSP 2020 (KMS)
 DO1216'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DO1217 ***********************************************************************
 DO1217  DESIGNATION -  0110 L
 DO1217  PID         -  DO1217
 DO1217  STATE/COUNTY-  MN/AITKIN
 DO1217  COUNTRY     -  US
 DO1217  USGS QUAD   -  THOR SE (2019)
 DO1217
 DO1217                         *CURRENT SURVEY CONTROL
 DO1217  ______________________________________________________________________
 DO1217* NAD 83(1986) POSITION- 46 21 28.     (N) 093 15 43.     (W)   SCALED
 DO1217* NAVD 88 ORTHO HEIGHT -   386.102 (meters)     1266.74  (feet) ADJUSTED
 DO1217  ______________________________________________________________________
 DO1217  GEOID HEIGHT    -        -27.670 (meters)                     GEOID18
 DO1217  DYNAMIC HEIGHT  -        386.115 (meters)     1266.78  (feet) COMP
 DO1217  MODELED GRAVITY -    980,636.3   (mgal)                       NAVD 88
 DO1217
 DO1217  VERT ORDER      -  SECOND    CLASS I
 DO1217
 DO1217.The horizontal coordinates were scaled from a map and have
 DO1217.an estimated accuracy of +/- 6 seconds.
 DO1217
 DO1217.The orthometric height was determined by differential leveling and
 DO1217.adjusted by the NATIONAL GEODETIC SURVEY
 DO1217.in November 2013.
 DO1217
 DO1217.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO1217.GEOID18 height accuracy estimate available here.
 DO1217
 DO1217.Click photographs - Photos may exist for this station.
 DO1217
 DO1217.The dynamic height is computed by dividing the NAVD 88
 DO1217.geopotential number by the normal gravity value computed on the
 DO1217.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO1217.degrees latitude (g = 980.6199 gals.).
 DO1217
 DO1217.The modeled gravity was interpolated from observed gravity values.
 DO1217
 DO1217;                    North         East    Units  Estimated Accuracy
 DO1217;SPC MN C     -   251,390.      876,040.      MT  (+/- 180 meters Scaled)
 DO1217
 DO1217_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVM798338(NAD 83)
 DO1217
 DO1217                          SUPERSEDED SURVEY CONTROL
 DO1217
 DO1217.No superseded survey control is available for this station.
 DO1217
 DO1217_MARKER: DD = SURVEY DISK
 DO1217_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DO1217_STAMPING: 0110 L 2007
 DO1217_MARK LOGO: MNDT
 DO1217_PROJECTION: FLUSH
 DO1217_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DO1217_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DO1217_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DO1217+SATELLITE: SATELLITE OBSERVATIONS - 2007
 DO1217_ROD/PIPE-DEPTH: 18.3 meters
 DO1217
 DO1217  HISTORY     - Date     Condition        Report By
 DO1217  HISTORY     - 2007     MONUMENTED       MNDT
 DO1217
 DO1217                          STATION DESCRIPTION
 DO1217
 DO1217'DESCRIBED BY MN DEPT OF TRANSP 2007
 DO1217'THE STATION IS LOCATED ABOUT 8.3 MI (13.4 KM) WEST OF ARTHYDE, 8.1 MI
 DO1217'(13.0 KM) NORTH OF MCGRATH AND 5.9 MI (9.5 KM) WEST-NORTHWEST OF
 DO1217'SOLANA.
 DO1217'
 DO1217'THE MARK IS 1.75 MI (2.8 KM) NORTH OF PLINY, 1.75 MI (2.8 KM) NORTH
 DO1217'ALONG TRUNK HIGHWAY 65 FROM THE JUNCTION OF TRUNK HIGHWAY 65 AND
 DO1217'COUNTY ROAD 2 IN PLINY (DADS CORNER), AT TRUNK HIGHWAY 65 MILE POINT
 DO1217'98.85.
 DO1217'
 DO1217'IT IS 59.0 FT (18.0 M) EAST-NORTHEAST OF TRUNK HIGHWAY 65, 38.0 FT
 DO1217'(11.6 M) NORTH-NORTHWEST OF EAST WHITE PINE FOREST ROAD, 2.3 FT (0.7
 DO1217'M) WEST OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DO1218 ***********************************************************************
 DO1218  DESIGNATION -  0110 M
 DO1218  PID         -  DO1218
 DO1218  STATE/COUNTY-  MN/AITKIN
 DO1218  COUNTRY     -  US
 DO1218  USGS QUAD   -  THOR NE (2019)
 DO1218
 DO1218                         *CURRENT SURVEY CONTROL
 DO1218  ______________________________________________________________________
 DO1218* NAD 83(1986) POSITION- 46 24 08.39   (N) 093 15 42.55   (W)   HD_HELD1
 DO1218* NAVD 88 ORTHO HEIGHT -   385.013 (meters)     1263.16  (feet) ADJUSTED
 DO1218  ______________________________________________________________________
 DO1218  GEOID HEIGHT    -        -27.741 (meters)                     GEOID18
 DO1218  DYNAMIC HEIGHT  -        385.028 (meters)     1263.21  (feet) COMP
 DO1218  MODELED GRAVITY -    980,640.7   (mgal)                       NAVD 88
 DO1218
 DO1218  VERT ORDER      -  SECOND    CLASS I
 DO1218
 DO1218.The horizontal coordinates were determined by differentially corrected
 DO1218.hand held GPS observations or other comparable positioning techniques
 DO1218.and have an estimated accuracy of +/- 3 meters.
 DO1218
 DO1218.The orthometric height was determined by differential leveling and
 DO1218.adjusted by the NATIONAL GEODETIC SURVEY
 DO1218.in November 2013.
 DO1218
 DO1218.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO1218.GEOID18 height accuracy estimate available here.
 DO1218
 DO1218.Click photographs - Photos may exist for this station.
 DO1218
 DO1218.The dynamic height is computed by dividing the NAVD 88
 DO1218.geopotential number by the normal gravity value computed on the
 DO1218.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO1218.degrees latitude (g = 980.6199 gals.).
 DO1218
 DO1218.The modeled gravity was interpolated from observed gravity values.
 DO1218
 DO1218;                    North         East    Units  Estimated Accuracy
 DO1218;SPC MN C     -   256,337.8     875,983.2     MT  (+/- 3 meters HH1 GPS) 
 DO1218
 DO1218_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVM7987438784(NAD 83)
 DO1218
 DO1218                          SUPERSEDED SURVEY CONTROL
 DO1218
 DO1218.No superseded survey control is available for this station.
 DO1218
 DO1218_MARKER: DD = SURVEY DISK
 DO1218_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DO1218_STAMPING: 0110 M 2007
 DO1218_MARK LOGO: MNDT
 DO1218_PROJECTION: FLUSH
 DO1218_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DO1218_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DO1218_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DO1218+SATELLITE: SATELLITE OBSERVATIONS - August 04, 2020
 DO1218_ROD/PIPE-DEPTH: 6.1 meters
 DO1218
 DO1218  HISTORY     - Date     Condition        Report By
 DO1218  HISTORY     - 2007     MONUMENTED       MNDT
 DO1218  HISTORY     - 20200804 GOOD             MNDT
 DO1218
 DO1218                          STATION DESCRIPTION
 DO1218
 DO1218'DESCRIBED BY MN DEPT OF TRANSP 2007
 DO1218'THE STATION IS LOCATED ABOUT 9.1 MI (14.6 KM) SOUTHEAST OF THOR, 8.8
 DO1218'MI (14.2 KM) WEST-NORTHWEST OF ARTHYDE AND 7.8 MI (12.6 KM) NORTHWEST
 DO1218'OF SOLANA.
 DO1218'
 DO1218'THE MARK IS 5.0 MI (8.0 KM) NORTH OF PLINY, 5.0 MI (8.0 KM) NORTH
 DO1218'ALONG TRUNK HIGHWAY 65 FROM THE JUNCTION OF TRUNK HIGHWAY 65 AND
 DO1218'COUNTY ROAD 2 IN PLINY (DADS CORNER), AT TRUNK HIGHWAY 65 MILE POINT
 DO1218'102.0.
 DO1218'
 DO1218'IT IS 24.0 FT (7.3 M) EAST OF TRUNK HIGHWAY 65, 5.2 FT (1.6 M) WEST OF
 DO1218'TRUNK HIGHWAY 65 MILEPOST, 5.2 FT (1.6 M) WEST OF A WITNESS POST.
 DO1218
 DO1218                          STATION RECOVERY (2020)
 DO1218
 DO1218'RECOVERY NOTE BY MN DEPT OF TRANSP 2020 (KMS)
 DO1218'5.0 MI (8.0 KM) NORTH OF PLINY, 5.0 MI (8.0 KM) NORTH ALONG TRUNK
 DO1218'HIGHWAY 65 FROM THE JUNCTION OF TRUNK HIGHWAY 65 AND COUNTY ROAD 2 IN
 DO1218'PLINY (DADS CORNER), AT TRUNK HIGHWAY 65 MILE POINT 102.0, 24.0 FT
 DO1218'(7.3 M) EAST OF TRUNK HIGHWAY 65, 1.0 FT (0.3 M) WEST OF MILEPOST
 DO1218'NUMBER 102, 5.2 FT (1.6 M) WEST OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DO1220 ***********************************************************************
 DO1220  DESIGNATION -  0110 P
 DO1220  PID         -  DO1220
 DO1220  STATE/COUNTY-  MN/AITKIN
 DO1220  COUNTRY     -  US
 DO1220  USGS QUAD   -  THOR NE (2019)
 DO1220
 DO1220                         *CURRENT SURVEY CONTROL
 DO1220  ______________________________________________________________________
 DO1220* NAD 83(1986) POSITION- 46 26 02.     (N) 093 15 44.     (W)   SCALED
 DO1220* NAVD 88 ORTHO HEIGHT -   384.509 (meters)     1261.51  (feet) ADJUSTED
 DO1220  ______________________________________________________________________
 DO1220  GEOID HEIGHT    -        -27.796 (meters)                     GEOID18
 DO1220  DYNAMIC HEIGHT  -        384.525 (meters)     1261.56  (feet) COMP
 DO1220  MODELED GRAVITY -    980,643.8   (mgal)                       NAVD 88
 DO1220
 DO1220  VERT ORDER      -  SECOND    CLASS I
 DO1220
 DO1220.The horizontal coordinates were scaled from a map and have
 DO1220.an estimated accuracy of +/- 6 seconds.
 DO1220
 DO1220.The orthometric height was determined by differential leveling and
 DO1220.adjusted by the NATIONAL GEODETIC SURVEY
 DO1220.in November 2013.
 DO1220
 DO1220.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO1220.GEOID18 height accuracy estimate available here.
 DO1220
 DO1220.Click photographs - Photos may exist for this station.
 DO1220
 DO1220.The dynamic height is computed by dividing the NAVD 88
 DO1220.geopotential number by the normal gravity value computed on the
 DO1220.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO1220.degrees latitude (g = 980.6199 gals.).
 DO1220
 DO1220.The modeled gravity was interpolated from observed gravity values.
 DO1220
 DO1220;                    North         East    Units  Estimated Accuracy
 DO1220;SPC MN C     -   259,850.      875,910.      MT  (+/- 180 meters Scaled)
 DO1220
 DO1220_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVM798422(NAD 83)
 DO1220
 DO1220                          SUPERSEDED SURVEY CONTROL
 DO1220
 DO1220.No superseded survey control is available for this station.
 DO1220
 DO1220_MARKER: DD = SURVEY DISK
 DO1220_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DO1220_STAMPING: 0110 P 2007
 DO1220_MARK LOGO: MNDT
 DO1220_PROJECTION: FLUSH
 DO1220_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DO1220_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DO1220_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DO1220+SATELLITE: SATELLITE OBSERVATIONS - 2007
 DO1220_ROD/PIPE-DEPTH: 11.3 meters
 DO1220
 DO1220  HISTORY     - Date     Condition        Report By
 DO1220  HISTORY     - 2007     MONUMENTED       MNDT
 DO1220
 DO1220                          STATION DESCRIPTION
 DO1220
 DO1220'DESCRIBED BY MN DEPT OF TRANSP 2007
 DO1220'THE STATION IS LOCATED ABOUT 9.6 MI (15.4 KM) NORTH-NORTHWEST OF
 DO1220'SOLANA, 8.3 MI (13.4 KM) SOUTH-SOUTHWEST OF LAWLER AND 8.1 MI (13.0
 DO1220'KM) EAST-SOUTHEAST OF THOR.
 DO1220'
 DO1220'THE MARK IS 7.2 MI (11.6 KM) NORTH OF PLINY, 1.0 MI (1.6 KM) SOUTH
 DO1220'ALONG TRUNK HIGHWAY 65 FROM THE JUNCTION OF TRUNK HIGHWAY 65 AND NORTH
 DO1220'JUNCTION OF TRUNK HIGHWAY 27, AT TRUNK HIGHWAY 65 MILE POINT 104.2.
 DO1220'
 DO1220'IT IS 41.6 FT (12.7 M) EAST OF TRUNK HIGHWAY 65, 8.6 FT (2.6 M) NORTH
 DO1220'OF ENTRANCE, 2.0 FT (0.6 M) WEST OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DO1239 ***********************************************************************
 DO1239  DESIGNATION -  0111 A
 DO1239  PID         -  DO1239
 DO1239  STATE/COUNTY-  MN/AITKIN
 DO1239  COUNTRY     -  US
 DO1239  USGS QUAD   -  THOR NE (2019)
 DO1239
 DO1239                         *CURRENT SURVEY CONTROL
 DO1239  ______________________________________________________________________
 DO1239* NAD 83(1986) POSITION- 46 27 18.     (N) 093 16 15.     (W)   SCALED
 DO1239* NAVD 88 ORTHO HEIGHT -   383.591 (meters)     1258.50  (feet) ADJUSTED
 DO1239  ______________________________________________________________________
 DO1239  GEOID HEIGHT    -        -27.835 (meters)                     GEOID18
 DO1239  DYNAMIC HEIGHT  -        383.608 (meters)     1258.55  (feet) COMP
 DO1239  MODELED GRAVITY -    980,646.4   (mgal)                       NAVD 88
 DO1239
 DO1239  VERT ORDER      -  SECOND    CLASS I
 DO1239
 DO1239.The horizontal coordinates were scaled from a map and have
 DO1239.an estimated accuracy of +/- 6 seconds.
 DO1239
 DO1239.The orthometric height was determined by differential leveling and
 DO1239.adjusted by the NATIONAL GEODETIC SURVEY
 DO1239.in November 2013.
 DO1239
 DO1239.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO1239.GEOID18 height accuracy estimate available here.
 DO1239
 DO1239.Click photographs - Photos may exist for this station.
 DO1239
 DO1239.The dynamic height is computed by dividing the NAVD 88
 DO1239.geopotential number by the normal gravity value computed on the
 DO1239.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO1239.degrees latitude (g = 980.6199 gals.).
 DO1239
 DO1239.The modeled gravity was interpolated from observed gravity values.
 DO1239
 DO1239;                    North         East    Units  Estimated Accuracy
 DO1239;SPC MN C     -   262,180.      875,220.      MT  (+/- 180 meters Scaled)
 DO1239
 DO1239_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVM792446(NAD 83)
 DO1239
 DO1239                          SUPERSEDED SURVEY CONTROL
 DO1239
 DO1239.No superseded survey control is available for this station.
 DO1239
 DO1239_MARKER: DD = SURVEY DISK
 DO1239_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 DO1239+WITH SETTING: INFORMATION.
 DO1239_STAMPING: 0111 A 2007
 DO1239_MARK LOGO: MNDT
 DO1239_PROJECTION: FLUSH
 DO1239_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DO1239_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DO1239_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DO1239+SATELLITE: SATELLITE OBSERVATIONS - 2007
 DO1239_ROD/PIPE-DEPTH: 2.7 meters
 DO1239
 DO1239  HISTORY     - Date     Condition        Report By
 DO1239  HISTORY     - 2007     MONUMENTED       MNDT
 DO1239
 DO1239                          STATION DESCRIPTION
 DO1239
 DO1239'DESCRIBED BY MN DEPT OF TRANSP 2007
 DO1239'THE STATION IS LOCATED ABOUT 10.3 MI (16.6 KM) WEST OF RONALD, 7.4 MI
 DO1239'(11.9 KM) SOUTHWEST OF LAWLER AND 7.3 MI (11.7 KM) EAST-SOUTHEAST OF
 DO1239'THOR.
 DO1239'
 DO1239'THE MARK IS 5.75 MI (9.3 KM) SOUTH OF EAST LAKE, 0.6 MI (1.0 KM) NORTH
 DO1239'ALONG TRUNK HIGHWAY 65 FROM THE JUNCTION OF TRUNK HIGHWAY 65 AND NORTH
 DO1239'JUNCTION OF TRUNK HIGHWAY 27, AT TRUNK HIGHWAY 65 MILE POINT 105.8.
 DO1239'
 DO1239'IT IS 44.4 FT (13.5 M) WEST-NORTHWEST OF TRUNK HIGHWAY 65, 11.3 FT
 DO1239'(3.4 M) SOUTH-SOUTHWEST OF ENTRANCE, 5.8 FT (1.8 M) NORTH OF A WITNESS
 DO1239'POST.  RTH OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DO1240 ***********************************************************************
 DO1240  DESIGNATION -  0111 B
 DO1240  PID         -  DO1240
 DO1240  STATE/COUNTY-  MN/AITKIN
 DO1240  COUNTRY     -  US
 DO1240  USGS QUAD   -  THOR NE (2019)
 DO1240
 DO1240                         *CURRENT SURVEY CONTROL
 DO1240  ______________________________________________________________________
 DO1240* NAD 83(1986) POSITION- 46 28 49.     (N) 093 16 19.     (W)   SCALED
 DO1240* NAVD 88 ORTHO HEIGHT -   381.921 (meters)     1253.02  (feet) ADJUSTED
 DO1240  ______________________________________________________________________
 DO1240  GEOID HEIGHT    -        -27.898 (meters)                     GEOID18
 DO1240  DYNAMIC HEIGHT  -        381.937 (meters)     1253.07  (feet) COMP
 DO1240  MODELED GRAVITY -    980,645.2   (mgal)                       NAVD 88
 DO1240
 DO1240  VERT ORDER      -  SECOND    CLASS I
 DO1240
 DO1240.The horizontal coordinates were scaled from a map and have
 DO1240.an estimated accuracy of +/- 6 seconds.
 DO1240
 DO1240.The orthometric height was determined by differential leveling and
 DO1240.adjusted by the NATIONAL GEODETIC SURVEY
 DO1240.in November 2013.
 DO1240
 DO1240.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO1240.GEOID18 height accuracy estimate available here.
 DO1240
 DO1240.Click photographs - Photos may exist for this station.
 DO1240
 DO1240.The dynamic height is computed by dividing the NAVD 88
 DO1240.geopotential number by the normal gravity value computed on the
 DO1240.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO1240.degrees latitude (g = 980.6199 gals.).
 DO1240
 DO1240.The modeled gravity was interpolated from observed gravity values.
 DO1240
 DO1240;                    North         East    Units  Estimated Accuracy
 DO1240;SPC MN C     -   264,990.      875,100.      MT  (+/- 180 meters Scaled)
 DO1240
 DO1240_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVM791474(NAD 83)
 DO1240
 DO1240                          SUPERSEDED SURVEY CONTROL
 DO1240
 DO1240.No superseded survey control is available for this station.
 DO1240
 DO1240_MARKER: DD = SURVEY DISK
 DO1240_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DO1240_STAMPING: 0111 B 2007
 DO1240_MARK LOGO: MNDT
 DO1240_PROJECTION: RECESSED 3 CENTIMETERS
 DO1240_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DO1240_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DO1240_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DO1240+SATELLITE: SATELLITE OBSERVATIONS - 2007
 DO1240_ROD/PIPE-DEPTH: 6.1 meters
 DO1240
 DO1240  HISTORY     - Date     Condition        Report By
 DO1240  HISTORY     - 2007     MONUMENTED       MNDT
 DO1240
 DO1240                          STATION DESCRIPTION
 DO1240
 DO1240'DESCRIBED BY MN DEPT OF TRANSP 2007
 DO1240'THE STATION IS LOCATED ABOUT 9.0 MI (14.5 KM) SOUTH-SOUTHEAST OF
 DO1240'MCGREGOR, 7.1 MI (11.4 KM) EAST OF THOR AND 6.2 MI (10.0 KM) SOUTHWEST
 DO1240'OF LAWLER.
 DO1240'
 DO1240'THE MARK IS 4.2 MI (6.8 KM) SOUTH OF EAST LAKE, 2.4 MI (3.9 KM) NORTH
 DO1240'ALONG TRUNK HIGHWAY 65 FROM THE JUNCTION OF TRUNK HIGHWAY 65 AND NORTH
 DO1240'JUNCTION TRUNK HIGHWAY 27, AT TRUNK HIGHWAY 65 MILE POINT 107.55.
 DO1240'
 DO1240'IT IS 53.3 FT (16.2 M) EAST OF TRUNK HIGHWAY 65, 23.5 FT (7.2 M) SOUTH
 DO1240'OF SOUTH ENTRANCE TO TOWNHALL AND RICE RIVER SENIOR CITIZEN CENTER,
 DO1240'10.6 FT (3.2 M) EAST OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DO1244 ***********************************************************************
 DO1244  DESIGNATION -  0111 E
 DO1244  PID         -  DO1244
 DO1244  STATE/COUNTY-  MN/AITKIN
 DO1244  COUNTRY     -  US
 DO1244  USGS QUAD   -  MCGREGOR (2019)
 DO1244
 DO1244                         *CURRENT SURVEY CONTROL
 DO1244  ______________________________________________________________________
 DO1244* NAD 83(1986) POSITION- 46 32 39.89   (N) 093 17 00.71   (W)   HD_HELD1
 DO1244* NAVD 88 ORTHO HEIGHT -   379.436 (meters)     1244.87  (feet) ADJUSTED
 DO1244  ______________________________________________________________________
 DO1244  GEOID HEIGHT    -        -28.068 (meters)                     GEOID18
 DO1244  DYNAMIC HEIGHT  -        379.450 (meters)     1244.91  (feet) COMP
 DO1244  MODELED GRAVITY -    980,639.0   (mgal)                       NAVD 88
 DO1244
 DO1244  VERT ORDER      -  SECOND    CLASS I
 DO1244
 DO1244.The horizontal coordinates were determined by differentially corrected
 DO1244.hand held GPS observations or other comparable positioning techniques
 DO1244.and have an estimated accuracy of +/- 3 meters.
 DO1244
 DO1244.The orthometric height was determined by differential leveling and
 DO1244.adjusted by the NATIONAL GEODETIC SURVEY
 DO1244.in November 2013.
 DO1244
 DO1244.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO1244.GEOID18 height accuracy estimate available here.
 DO1244
 DO1244.Click photographs - Photos may exist for this station.
 DO1244
 DO1244.The dynamic height is computed by dividing the NAVD 88
 DO1244.geopotential number by the normal gravity value computed on the
 DO1244.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO1244.degrees latitude (g = 980.6199 gals.).
 DO1244
 DO1244.The modeled gravity was interpolated from observed gravity values.
 DO1244
 DO1244;                    North         East    Units  Estimated Accuracy
 DO1244;SPC MN C     -   272,109.0     874,121.1     MT  (+/- 3 meters HH1 GPS) 
 DO1244
 DO1244_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVM7826154577(NAD 83)
 DO1244
 DO1244                          SUPERSEDED SURVEY CONTROL
 DO1244
 DO1244.No superseded survey control is available for this station.
 DO1244
 DO1244_MARKER: DD = SURVEY DISK
 DO1244_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DO1244_STAMPING: 0111 E 2007
 DO1244_MARK LOGO: MNDT
 DO1244_PROJECTION: RECESSED 3 CENTIMETERS
 DO1244_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DO1244_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DO1244_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DO1244+SATELLITE: SATELLITE OBSERVATIONS - July 29, 2020
 DO1244_ROD/PIPE-DEPTH: 6.1 meters
 DO1244
 DO1244  HISTORY     - Date     Condition        Report By
 DO1244  HISTORY     - 2007     MONUMENTED       MNDT
 DO1244  HISTORY     - 20200729 GOOD             MNDT
 DO1244
 DO1244                          STATION DESCRIPTION
 DO1244
 DO1244'DESCRIBED BY MN DEPT OF TRANSP 2007
 DO1244'THE STATION IS LOCATED ABOUT 8.1 MI (13.0 KM) NORTHEAST OF THOR, 5.4
 DO1244'MI (8.7 KM) WEST OF LAWLER AND 4.5 MI (7.2 KM) SOUTH-SOUTHEAST OF
 DO1244'MCGREGOR.
 DO1244'
 DO1244'THE MARK IS 0.3 MI (0.5 KM) NORTH OF EAST LAKE, 0.8 MI (1.3 KM) NORTH
 DO1244'ALONG TRUNK HIGHWAY 65 FROM THE JUNCTION OF TRUNK HIGHWAY 65 AND
 DO1244'COUNTY ROAD 13 IN EAST LAKE, AT TRUNK HIGHWAY 65 MILE POINT 112.17.
 DO1244'
 DO1244'IT IS 83.7 FT (25.5 M) EAST OF TRUNK HIGHWAY 65, 17.4 SOUTH OF
 DO1244'ENTRANCE, 2.3 WEST OF A WITNESS POST.
 DO1244
 DO1244                          STATION RECOVERY (2020)
 DO1244
 DO1244'RECOVERY NOTE BY MN DEPT OF TRANSP 2020 (KMS)
 DO1244'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DO1245 ***********************************************************************
 DO1245  DESIGNATION -  0111 F
 DO1245  PID         -  DO1245
 DO1245  STATE/COUNTY-  MN/AITKIN
 DO1245  COUNTRY     -  US
 DO1245  USGS QUAD   -  MCGREGOR (2019)
 DO1245
 DO1245                         *CURRENT SURVEY CONTROL
 DO1245  ______________________________________________________________________
 DO1245* NAD 83(1986) POSITION- 46 34 58.     (N) 093 17 03.     (W)   SCALED
 DO1245* NAVD 88 ORTHO HEIGHT -   375.289 (meters)     1231.26  (feet) ADJUSTED
 DO1245  ______________________________________________________________________
 DO1245  GEOID HEIGHT    -        -28.122 (meters)                     GEOID18
 DO1245  DYNAMIC HEIGHT  -        375.306 (meters)     1231.32  (feet) COMP
 DO1245  MODELED GRAVITY -    980,648.4   (mgal)                       NAVD 88
 DO1245
 DO1245  VERT ORDER      -  SECOND    CLASS I
 DO1245
 DO1245.The horizontal coordinates were scaled from a map and have
 DO1245.an estimated accuracy of +/- 6 seconds.
 DO1245
 DO1245.The orthometric height was determined by differential leveling and
 DO1245.adjusted by the NATIONAL GEODETIC SURVEY
 DO1245.in November 2013.
 DO1245
 DO1245.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO1245.GEOID18 height accuracy estimate available here.
 DO1245
 DO1245.Click photographs - Photos may exist for this station.
 DO1245
 DO1245.The dynamic height is computed by dividing the NAVD 88
 DO1245.geopotential number by the normal gravity value computed on the
 DO1245.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO1245.degrees latitude (g = 980.6199 gals.).
 DO1245
 DO1245.The modeled gravity was interpolated from observed gravity values.
 DO1245
 DO1245;                    North         East    Units  Estimated Accuracy
 DO1245;SPC MN C     -   276,370.      874,020.      MT  (+/- 180 meters Scaled)
 DO1245
 DO1245_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVM782588(NAD 83)
 DO1245
 DO1245                          SUPERSEDED SURVEY CONTROL
 DO1245
 DO1245.No superseded survey control is available for this station.
 DO1245
 DO1245_MARKER: DD = SURVEY DISK
 DO1245_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DO1245_STAMPING: 0111 F 2007
 DO1245_MARK LOGO: MNDT
 DO1245_PROJECTION: PROJECTING 5 CENTIMETERS
 DO1245_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DO1245_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DO1245_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DO1245+SATELLITE: SATELLITE OBSERVATIONS - 2007
 DO1245_ROD/PIPE-DEPTH: 9.1 meters
 DO1245
 DO1245  HISTORY     - Date     Condition        Report By
 DO1245  HISTORY     - 2007     MONUMENTED       MNDT
 DO1245
 DO1245                          STATION DESCRIPTION
 DO1245
 DO1245'DESCRIBED BY MN DEPT OF TRANSP 2007
 DO1245'THE STATION IS LOCATED ABOUT 8.0 MI (12.9 KM) SOUTH OF MINNEWAWA, 6.3
 DO1245'MI (10.1 KM) WEST-NORTHWEST OF LAWLER AND 2.2 MI (3.5 KM) SOUTHEAST OF
 DO1245'MCGREGOR.
 DO1245'
 DO1245'THE MARK IS 2.0 MI (3.2 KM) EAST-SOUTHEAST OF MCGREGOR, 1.1 MI (1.8
 DO1245'KM) SOUTH ALONG TRUNK HIGHWAY 65 FROM SOUTH JUNCTION OF TRUNK HIGHWAY
 DO1245'65 AND TRUNK HIGHWAY 210 IN MCGREGOR, AT TRUNK HIGHWAY 65 MILE POINT
 DO1245'114.85.
 DO1245'
 DO1245'IT IS 153.0 FT (46.6 M) SOUTH OF ENTRANCE, 74.8 FT (22.8 M) WEST OF
 DO1245'TRUNK HIGHWAY 65, 3.5 FT (1.1 M) NORTH OF RIGHT-OF-WAY SIGN, 2.3 FT
 DO1245'(0.7 M) NORTH OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DG5785 ***********************************************************************
 DG5785  DESIGNATION -  0112 A
 DG5785  PID         -  DG5785
 DG5785  STATE/COUNTY-  MN/AITKIN
 DG5785  COUNTRY     -  US
 DG5785  USGS QUAD   -  LIBBY (2019)
 DG5785
 DG5785                         *CURRENT SURVEY CONTROL
 DG5785  ______________________________________________________________________
 DG5785* NAD 83(1986) POSITION- 46 48 28.94   (N) 093 20 11.99   (W)   HD_HELD1
 DG5785* NAVD 88 ORTHO HEIGHT -   375.206 (meters)     1230.99  (feet) ADJUSTED
 DG5785  ______________________________________________________________________
 DG5785  GEOID HEIGHT    -        -28.583 (meters)                     GEOID18
 DG5785  DYNAMIC HEIGHT  -        375.231 (meters)     1231.07  (feet) COMP
 DG5785  MODELED GRAVITY -    980,668.5   (mgal)                       NAVD 88
 DG5785
 DG5785  VERT ORDER      -  SECOND    CLASS I
 DG5785
 DG5785.The horizontal coordinates were determined by differentially corrected
 DG5785.hand held GPS observations or other comparable positioning techniques
 DG5785.and have an estimated accuracy of +/- 3 meters.
 DG5785
 DG5785.The orthometric height was determined by differential leveling and
 DG5785.adjusted by the NATIONAL GEODETIC SURVEY
 DG5785.in December 2004.
 DG5785
 DG5785.Significant digits in the geoid height do not necessarily reflect accuracy.
 DG5785.GEOID18 height accuracy estimate available here.
 DG5785
 DG5785.Click photographs - Photos may exist for this station.
 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     -   301,362.7     869,708.5     MT  (+/- 3 meters HH1 GPS) 
 DG5785
 DG5785_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVM7431383887(NAD 83)
 DG5785
 DG5785                          SUPERSEDED SURVEY CONTROL
 DG5785
 DG5785.No superseded survey control is available for this station.
 DG5785
 DG5785_MARKER: DV = VERTICAL CONTROL DISK
 DG5785_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG5785_STAMPING: 0112 A 1952
 DG5785_MARK LOGO: MNHD
 DG5785_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DG5785_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DG5785+STABILITY: SURFACE MOTION
 DG5785_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG5785+SATELLITE: SATELLITE OBSERVATIONS - September 11, 2000
 DG5785
 DG5785  HISTORY     - Date     Condition        Report By
 DG5785  HISTORY     - 1952     MONUMENTED       MNHD
 DG5785  HISTORY     - 20000911 GOOD             MNDT
 DG5785
 DG5785                          STATION DESCRIPTION
 DG5785
 DG5785'DESCRIBED BY MN DEPT OF TRANSP 2000 (WAS)
 DG5785'THE MARK WAS RECOVERED IN GOOD CONDITION.  THE MARK IS 14.65 MI (23.58
 DG5785'KM) NORTH OF MCGREGOR, 2 MI (3.2 KM) NORTH OF LIBBY, 7.55 MI (12.15
 DG5785'KM) NORTH ALONG TH 65 FROM JCT TH 65 AND TH 232 (ABOUT 7 MI (11.3 KM)
 DG5785'NORTH OF MCGREGOR,) AT TH 65 MP 132.3, 79 FT (24.1 M) WSW OF TH 65,
 DG5785'60.5 FT (18.4 M) NORTH OF EAST R/W POST, 1.3 FT (0.4 M) EAST OF WIT
 DG5785'POST, FLUSH, MAGNETIC, AND SUITABLE FOR GPS.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DG5773 ***********************************************************************
 DG5773  DESIGNATION -  0112 C
 DG5773  PID         -  DG5773
 DG5773  STATE/COUNTY-  MN/AITKIN
 DG5773  COUNTRY     -  US
 DG5773  USGS QUAD   -  MINNEWAWA (2019)
 DG5773
 DG5773                         *CURRENT SURVEY CONTROL
 DG5773  ______________________________________________________________________
 DG5773* NAD 83(1986) POSITION- 46 37 44.1    (N) 093 19 01.9    (W)   HD_HELD2
 DG5773* NAVD 88 ORTHO HEIGHT -   374.974 (meters)     1230.23  (feet) ADJUSTED
 DG5773  ______________________________________________________________________
 DG5773  GEOID HEIGHT    -        -28.149 (meters)                     GEOID18
 DG5773  DYNAMIC HEIGHT  -        374.995 (meters)     1230.30  (feet) COMP
 DG5773  MODELED GRAVITY -    980,660.1   (mgal)                       NAVD 88
 DG5773
 DG5773  VERT ORDER      -  SECOND    CLASS I
 DG5773
 DG5773.The horizontal coordinates were established by autonomous hand held GPS
 DG5773.observations and have an estimated accuracy of +/- 10 meters.
 DG5773
 DG5773.The orthometric height was determined by differential leveling and
 DG5773.adjusted by the NATIONAL GEODETIC SURVEY
 DG5773.in December 2004.
 DG5773
 DG5773.Significant digits in the geoid height do not necessarily reflect accuracy.
 DG5773.GEOID18 height accuracy estimate available here.
 DG5773
 DG5773.Click photographs - Photos may exist for this station.
 DG5773
 DG5773.The dynamic height is computed by dividing the NAVD 88
 DG5773.geopotential number by the normal gravity value computed on the
 DG5773.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DG5773.degrees latitude (g = 980.6199 gals.).
 DG5773
 DG5773.The modeled gravity was interpolated from observed gravity values.
 DG5773
 DG5773;                    North         East    Units  Estimated Accuracy
 DG5773;SPC MN C     -   281,470.      871,429.      MT  (+/- 10 meters HH2 GPS)
 DG5773
 DG5773_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVM7571863977(NAD 83)
 DG5773
 DG5773                          SUPERSEDED SURVEY CONTROL
 DG5773
 DG5773.No superseded survey control is available for this station.
 DG5773
 DG5773_MARKER: DD = SURVEY DISK
 DG5773_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DG5773_SP_SET: BRIDGE RAIL
 DG5773_STAMPING: 0112 C 2000
 DG5773_MARK LOGO: MNDT
 DG5773_MAGNETIC: N = NO MAGNETIC MATERIAL
 DG5773_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DG5773_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DG5773+SATELLITE: SATELLITE OBSERVATIONS - July 03, 2017
 DG5773
 DG5773  HISTORY     - Date     Condition        Report By
 DG5773  HISTORY     - 2000     MONUMENTED       MNDT
 DG5773  HISTORY     - 20170703 GOOD             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.
 DG5773
 DG5773                          STATION RECOVERY (2017)
 DG5773
 DG5773'RECOVERY NOTE BY MN DEPT OF TRANSP 2017 (KMS)
 DG5773'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DG5777 ***********************************************************************
 DG5777  DESIGNATION -  0112 F
 DG5777  PID         -  DG5777
 DG5777  STATE/COUNTY-  MN/AITKIN
 DG5777  COUNTRY     -  US
 DG5777  USGS QUAD   -  MINNEWAWA (2019)
 DG5777
 DG5777                         *CURRENT SURVEY CONTROL
 DG5777  ______________________________________________________________________
 DG5777* NAD 83(1986) POSITION- 46 41 32.04   (N) 093 18 37.23   (W)   HD_HELD1
 DG5777* NAVD 88 ORTHO HEIGHT -   375.314 (meters)     1231.34  (feet) ADJUSTED
 DG5777  ______________________________________________________________________
 DG5777  GEOID HEIGHT    -        -28.283 (meters)                     GEOID18
 DG5777  DYNAMIC HEIGHT  -        375.338 (meters)     1231.42  (feet) COMP
 DG5777  MODELED GRAVITY -    980,666.8   (mgal)                       NAVD 88
 DG5777
 DG5777  VERT ORDER      -  SECOND    CLASS I
 DG5777
 DG5777.The horizontal coordinates were determined by differentially corrected
 DG5777.hand held GPS observations or other comparable positioning techniques
 DG5777.and have an estimated accuracy of +/- 3 meters.
 DG5777
 DG5777.The orthometric height was determined by differential leveling and
 DG5777.adjusted by the NATIONAL GEODETIC SURVEY
 DG5777.in December 2004.
 DG5777
 DG5777.Significant digits in the geoid height do not necessarily reflect accuracy.
 DG5777.GEOID18 height accuracy estimate available here.
 DG5777
 DG5777.Click photographs - Photos may exist for this station.
 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     -   288,514.1     871,870.1     MT  (+/- 3 meters HH1 GPS) 
 DG5777
 DG5777_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVM7627071010(NAD 83)
 DG5777
 DG5777                          SUPERSEDED SURVEY CONTROL
 DG5777
 DG5777.No superseded survey control is available for this station.
 DG5777
 DG5777_MARKER: DD = SURVEY DISK
 DG5777_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DG5777_STAMPING: 0112 F 2000
 DG5777_MARK LOGO: MNDT
 DG5777_PROJECTION: FLUSH
 DG5777_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DG5777_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DG5777_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DG5777+SATELLITE: SATELLITE OBSERVATIONS - July 03, 2023
 DG5777_ROD/PIPE-DEPTH: 22.9 meters
 DG5777
 DG5777  HISTORY     - Date     Condition        Report By
 DG5777  HISTORY     - 2000     MONUMENTED       MNDT
 DG5777  HISTORY     - 20230703 GOOD             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.
 DG5777
 DG5777                          STATION RECOVERY (2023)
 DG5777
 DG5777'RECOVERY NOTE BY MN DEPT OF TRANSP 2023 (KMS)
 DG5777'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DG5780 ***********************************************************************
 DG5780  DESIGNATION -  0112 G
 DG5780  PID         -  DG5780
 DG5780  STATE/COUNTY-  MN/AITKIN
 DG5780  COUNTRY     -  US
 DG5780  USGS QUAD   -  MINNEWAWA (2019)
 DG5780
 DG5780                         *CURRENT SURVEY CONTROL
 DG5780  ______________________________________________________________________
 DG5780* NAD 83(1986) POSITION- 46 44 23.18   (N) 093 19 01.94   (W)   HD_HELD1
 DG5780* NAVD 88 ORTHO HEIGHT -   379.631 (meters)     1245.51  (feet) ADJUSTED
 DG5780  ______________________________________________________________________
 DG5780  GEOID HEIGHT    -        -28.404 (meters)                     GEOID18
 DG5780  DYNAMIC HEIGHT  -        379.656 (meters)     1245.59  (feet) COMP
 DG5780  MODELED GRAVITY -    980,667.8   (mgal)                       NAVD 88
 DG5780
 DG5780  VERT ORDER      -  SECOND    CLASS I
 DG5780
 DG5780.The horizontal coordinates were determined by differentially corrected
 DG5780.hand held GPS observations or other comparable positioning techniques
 DG5780.and have an estimated accuracy of +/- 3 meters.
 DG5780
 DG5780.The orthometric height was determined by differential leveling and
 DG5780.adjusted by the NATIONAL GEODETIC SURVEY
 DG5780.in December 2004.
 DG5780
 DG5780.Significant digits in the geoid height do not necessarily reflect accuracy.
 DG5780.GEOID18 height accuracy estimate available here.
 DG5780
 DG5780.Click photographs - Photos may exist for this station.
 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     -   293,791.9     871,282.9     MT  (+/- 3 meters HH1 GPS) 
 DG5780
 DG5780_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVM7576776295(NAD 83)
 DG5780
 DG5780                          SUPERSEDED SURVEY CONTROL
 DG5780
 DG5780.No superseded survey control is available for this station.
 DG5780
 DG5780_MARKER: DD = SURVEY DISK
 DG5780_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DG5780_STAMPING: 0112 G 2000
 DG5780_MARK LOGO: MNDT
 DG5780_PROJECTION: FLUSH
 DG5780_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DG5780_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DG5780_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG5780+SATELLITE: SATELLITE OBSERVATIONS - July 05, 2023
 DG5780_ROD/PIPE-DEPTH: 12.2 meters
 DG5780
 DG5780  HISTORY     - Date     Condition        Report By
 DG5780  HISTORY     - 2000     MONUMENTED       MNDT
 DG5780  HISTORY     - 20200107 GOOD             MNDT
 DG5780  HISTORY     - 20230705 GOOD             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.
 DG5780
 DG5780                          STATION RECOVERY (2020)
 DG5780
 DG5780'RECOVERY NOTE BY MN DEPT OF TRANSP 2020 (KMS)
 DG5780'RECOVERED IN GOOD CONDITION.
 DG5780
 DG5780                          STATION RECOVERY (2023)
 DG5780
 DG5780'RECOVERY NOTE BY MN DEPT OF TRANSP 2023 (KMS)
 DG5780'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DG5784 ***********************************************************************
 DG5784  DESIGNATION -  0112 K
 DG5784  PID         -  DG5784
 DG5784  STATE/COUNTY-  MN/AITKIN
 DG5784  COUNTRY     -  US
 DG5784  USGS QUAD   -  LIBBY (2019)
 DG5784
 DG5784                         *CURRENT SURVEY CONTROL
 DG5784  ______________________________________________________________________
 DG5784* NAD 83(1986) POSITION- 46 48 01.33   (N) 093 20 00.62   (W)   HD_HELD1
 DG5784* NAVD 88 ORTHO HEIGHT -   372.435 (meters)     1221.90  (feet) ADJUSTED
 DG5784  ______________________________________________________________________
 DG5784  GEOID HEIGHT    -        -28.564 (meters)                     GEOID18
 DG5784  DYNAMIC HEIGHT  -        372.460 (meters)     1221.98  (feet) COMP
 DG5784  MODELED GRAVITY -    980,668.4   (mgal)                       NAVD 88
 DG5784
 DG5784  VERT ORDER      -  SECOND    CLASS I
 DG5784
 DG5784.The horizontal coordinates were determined by differentially corrected
 DG5784.hand held GPS observations or other comparable positioning techniques
 DG5784.and have an estimated accuracy of +/- 3 meters.
 DG5784
 DG5784.The orthometric height was determined by differential leveling and
 DG5784.adjusted by the NATIONAL GEODETIC SURVEY
 DG5784.in December 2004.
 DG5784
 DG5784.Significant digits in the geoid height do not necessarily reflect accuracy.
 DG5784.GEOID18 height accuracy estimate available here.
 DG5784
 DG5784.Click photographs - Photos may exist for this station.
 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     -   300,512.9     869,959.4     MT  (+/- 3 meters HH1 GPS) 
 DG5784
 DG5784_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVM7455083034(NAD 83)
 DG5784
 DG5784                          SUPERSEDED SURVEY CONTROL
 DG5784
 DG5784.No superseded survey control is available for this station.
 DG5784
 DG5784_MARKER: DD = SURVEY DISK
 DG5784_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DG5784_STAMPING: 0112 K 2000
 DG5784_MARK LOGO: MNDT
 DG5784_PROJECTION: RECESSED 5 CENTIMETERS
 DG5784_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DG5784_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DG5784_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DG5784+SATELLITE: SATELLITE OBSERVATIONS - July 05, 2023
 DG5784_ROD/PIPE-DEPTH: 15.2 meters
 DG5784
 DG5784  HISTORY     - Date     Condition        Report By
 DG5784  HISTORY     - 2000     MONUMENTED       MNDT
 DG5784  HISTORY     - 20230705 GOOD             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.
 DG5784
 DG5784                          STATION RECOVERY (2023)
 DG5784
 DG5784'RECOVERY NOTE BY MN DEPT OF TRANSP 2023 (KMS)
 DG5784'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DG5786 ***********************************************************************
 DG5786  DESIGNATION -  0112 L
 DG5786  PID         -  DG5786
 DG5786  STATE/COUNTY-  MN/AITKIN
 DG5786  COUNTRY     -  US
 DG5786  USGS QUAD   -  LIBBY (2019)
 DG5786
 DG5786                         *CURRENT SURVEY CONTROL
 DG5786  ______________________________________________________________________
 DG5786* NAD 83(1986) POSITION- 46 49 06.57   (N) 093 20 12.27   (W)   HD_HELD1
 DG5786* NAVD 88 ORTHO HEIGHT -   375.630 (meters)     1232.38  (feet) ADJUSTED
 DG5786  ______________________________________________________________________
 DG5786  GEOID HEIGHT    -        -28.610 (meters)                     GEOID18
 DG5786  DYNAMIC HEIGHT  -        375.655 (meters)     1232.46  (feet) COMP
 DG5786  MODELED GRAVITY -    980,668.6   (mgal)                       NAVD 88
 DG5786
 DG5786  VERT ORDER      -  SECOND    CLASS I
 DG5786
 DG5786.The horizontal coordinates were determined by differentially corrected
 DG5786.hand held GPS observations or other comparable positioning techniques
 DG5786.and have an estimated accuracy of +/- 3 meters.
 DG5786
 DG5786.The orthometric height was determined by differential leveling and
 DG5786.adjusted by the NATIONAL GEODETIC SURVEY
 DG5786.in December 2004.
 DG5786
 DG5786.Significant digits in the geoid height do not necessarily reflect accuracy.
 DG5786.GEOID18 height accuracy estimate available here.
 DG5786
 DG5786.Click photographs - Photos may exist for this station.
 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     -   302,524.5     869,689.2     MT  (+/- 3 meters HH1 GPS) 
 DG5786
 DG5786_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVM7431285049(NAD 83)
 DG5786
 DG5786                          SUPERSEDED SURVEY CONTROL
 DG5786
 DG5786.No superseded survey control is available for this station.
 DG5786
 DG5786_MARKER: DD = SURVEY DISK
 DG5786_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DG5786_STAMPING: 0112 L 2000
 DG5786_MARK LOGO: MNDT
 DG5786_PROJECTION: RECESSED 3 CENTIMETERS
 DG5786_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DG5786_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DG5786_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DG5786+SATELLITE: SATELLITE OBSERVATIONS - July 05, 2023
 DG5786_ROD/PIPE-DEPTH: 15.2 meters
 DG5786
 DG5786  HISTORY     - Date     Condition        Report By
 DG5786  HISTORY     - 2000     MONUMENTED       MNDT
 DG5786  HISTORY     - 20230705 GOOD             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.
 DG5786
 DG5786                          STATION RECOVERY (2023)
 DG5786
 DG5786'RECOVERY NOTE BY MN DEPT OF TRANSP 2023 (KMS)
 DG5786'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DG5788 ***********************************************************************
 DG5788  DESIGNATION -  0112 M
 DG5788  PID         -  DG5788
 DG5788  STATE/COUNTY-  MN/AITKIN
 DG5788  COUNTRY     -  US
 DG5788  USGS QUAD   -  LIBBY (2019)
 DG5788
 DG5788                         *CURRENT SURVEY CONTROL
 DG5788  ______________________________________________________________________
 DG5788* NAD 83(1986) POSITION- 46 50 46.6    (N) 093 20 17.5    (W)   HD_HELD2
 DG5788* NAVD 88 ORTHO HEIGHT -   372.855 (meters)     1223.28  (feet) ADJUSTED
 DG5788  ______________________________________________________________________
 DG5788  GEOID HEIGHT    -        -28.680 (meters)                     GEOID18
 DG5788  DYNAMIC HEIGHT  -        372.880 (meters)     1223.36  (feet) COMP
 DG5788  MODELED GRAVITY -    980,668.9   (mgal)                       NAVD 88
 DG5788
 DG5788  VERT ORDER      -  SECOND    CLASS I
 DG5788
 DG5788.The horizontal coordinates were established by autonomous hand held GPS
 DG5788.observations and have an estimated accuracy of +/- 10 meters.
 DG5788
 DG5788.The orthometric height was determined by differential leveling and
 DG5788.adjusted by the NATIONAL GEODETIC SURVEY
 DG5788.in December 2004.
 DG5788
 DG5788.Significant digits in the geoid height do not necessarily reflect accuracy.
 DG5788.GEOID18 height accuracy estimate available here.
 DG5788
 DG5788.Click photographs - Photos may exist for this station.
 DG5788
 DG5788.The dynamic height is computed by dividing the NAVD 88
 DG5788.geopotential number by the normal gravity value computed on the
 DG5788.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DG5788.degrees latitude (g = 980.6199 gals.).
 DG5788
 DG5788.The modeled gravity was interpolated from observed gravity values.
 DG5788
 DG5788;                    North         East    Units  Estimated Accuracy
 DG5788;SPC MN C     -   305,612.      869,543.      MT  (+/- 10 meters HH2 GPS)
 DG5788
 DG5788_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVM7421488137(NAD 83)
 DG5788
 DG5788                          SUPERSEDED SURVEY CONTROL
 DG5788
 DG5788.No superseded survey control is available for this station.
 DG5788
 DG5788_MARKER: DB = BENCH MARK DISK
 DG5788_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 DG5788_SP_SET: BOX CULVERT HEADWALL
 DG5788_STAMPING: 0112 M 1952
 DG5788_MARK LOGO: MNHD
 DG5788_MAGNETIC: N = NO MAGNETIC MATERIAL
 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 - August 24, 2010
 DG5788
 DG5788  HISTORY     - Date     Condition        Report By
 DG5788  HISTORY     - 19520401 MONUMENTED       MNHD
 DG5788  HISTORY     - 20000911 GOOD             MNDT
 DG5788  HISTORY     - 20100824 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.
 DG5788
 DG5788                          STATION RECOVERY (2010)
 DG5788
 DG5788'RECOVERY NOTE BY MN DEPT OF TRANSP 2010 (WAS)
 DG5788'4.3 MI (6.9 KM) NORTH-NORTHWEST OF LIBBY, IN SOUTHEAST CORNER OF TRUNK
 DG5788'HIGHWAY 65 BOX CULVERT, 3.8 MI (6.1 KM) NORTH-NORTHWEST ALONG TRUNK
 DG5788'HIGHWAY 65 NORTH FROM THE JUNCTION OF TRUNK HIGHWAY 65 NORTH AND
 DG5788'AITKIN LAKE ROAD/537TH LANE, AT TRUNK HIGHWAY 65 STATION 959+85, 0.15
 DG5788'MI (0.24 KM) NORTH OF COUNTY ROAD 36 (579TH STREET), 16.0 FT (4.9 M)
 DG5788'EAST OF TRUNK HIGHWAY 65, AT TRUNK HIGHWAY 65 MILE POINT 134.95.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DG5790 ***********************************************************************
 DG5790  DESIGNATION -  0112 P
 DG5790  PID         -  DG5790
 DG5790  STATE/COUNTY-  MN/AITKIN
 DG5790  COUNTRY     -  US
 DG5790  USGS QUAD   -  BALL BLUFF (2019)
 DG5790
 DG5790                         *CURRENT SURVEY CONTROL
 DG5790  ______________________________________________________________________
 DG5790* NAD 83(1986) POSITION- 46 52 49.3    (N) 093 20 28.6    (W)   HD_HELD2
 DG5790* NAVD 88 ORTHO HEIGHT -   379.603 (meters)     1245.41  (feet) ADJUSTED
 DG5790  ______________________________________________________________________
 DG5790  GEOID HEIGHT    -        -28.771 (meters)                     GEOID18
 DG5790  DYNAMIC HEIGHT  -        379.629 (meters)     1245.50  (feet) COMP
 DG5790  MODELED GRAVITY -    980,669.3   (mgal)                       NAVD 88
 DG5790
 DG5790  VERT ORDER      -  SECOND    CLASS I
 DG5790
 DG5790.The horizontal coordinates were established by autonomous hand held GPS
 DG5790.observations and have an estimated accuracy of +/- 10 meters.
 DG5790
 DG5790.The orthometric height was determined by differential leveling and
 DG5790.adjusted by the NATIONAL GEODETIC SURVEY
 DG5790.in December 2004.
 DG5790
 DG5790.Significant digits in the geoid height do not necessarily reflect accuracy.
 DG5790.GEOID18 height accuracy estimate available here.
 DG5790
 DG5790.Click photographs - Photos may exist for this station.
 DG5790
 DG5790.The dynamic height is computed by dividing the NAVD 88
 DG5790.geopotential number by the normal gravity value computed on the
 DG5790.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DG5790.degrees latitude (g = 980.6199 gals.).
 DG5790
 DG5790.The modeled gravity was interpolated from observed gravity values.
 DG5790
 DG5790;                    North         East    Units  Estimated Accuracy
 DG5790;SPC MN C     -   309,398.      869,264.      MT  (+/- 10 meters HH2 GPS)
 DG5790
 DG5790_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVM7399691925(NAD 83)
 DG5790
 DG5790                          SUPERSEDED SURVEY CONTROL
 DG5790
 DG5790.No superseded survey control is available for this station.
 DG5790
 DG5790_MARKER: DB = BENCH MARK DISK
 DG5790_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 DG5790_SP_SET: BOX CULVERT
 DG5790_STAMPING: 0112 P 1952
 DG5790_MARK LOGO: MNHD
 DG5790_MAGNETIC: N = NO MAGNETIC MATERIAL
 DG5790_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DG5790+STABILITY: SURFACE MOTION
 DG5790_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DG5790+SATELLITE: SATELLITE OBSERVATIONS - August 23, 2010
 DG5790
 DG5790  HISTORY     - Date     Condition        Report By
 DG5790  HISTORY     - 19520401 MONUMENTED       MNHD
 DG5790  HISTORY     - 20000911 GOOD             MNDT
 DG5790  HISTORY     - 20100823 GOOD             MNDT
 DG5790
 DG5790                          STATION DESCRIPTION
 DG5790
 DG5790'DESCRIBED BY MN DEPT OF TRANSP 2000 (WAS)
 DG5790'THE MARK WAS RECOVERED IN GOOD CONDITION.  THE MARK IS 8.5 MI (13.7
 DG5790'KM) SOUTH ALONG TH 65 FROM JCT TH 65 AND TH 200 IN JACOBSON, AT TH 65
 DG5790'MP 137.30, 23.5 FT (7.2 M) EAST OF TH 65, IN SE COR OF TH 65 BOX
 DG5790'CULVERT, AND NOT SUITABLE FOR GPS.  THE MARK WAS PREVIOUSLY DESIGNATED
 DG5790'STA 1086+83.
 DG5790
 DG5790                          STATION RECOVERY (2010)
 DG5790
 DG5790'RECOVERY NOTE BY MN DEPT OF TRANSP 2010 (WAS)
 DG5790'THE MARK IS 9.5 MI (15.3 KM) SOUTH OF JACOBSON.
 DG5790'
 DG5790'TO REACH THE MARK GO 9.8 MI (15.8 KM) SOUTHEAST ALONG TRUNK HIGHWAY 65
 DG5790'FROM THE JUNCTION OF TRUNK HIGHWAY 65 AND TRUNK HIGHWAY 200 IN
 DG5790'JACOBSON, AT TRUNK HIGHWAY 65 MILE POINT 137.4.
 DG5790'
 DG5790'IT IS IN SOUTHEAST CORNER OF TRUNK HIGHWAY 65 BOX CULVERT, AT TRUNK
 DG5790'HIGHWAY 65 STATION 1086+83.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DG5792 ***********************************************************************
 DG5792  DESIGNATION -  0112 Q
 DG5792  PID         -  DG5792
 DG5792  STATE/COUNTY-  MN/AITKIN
 DG5792  COUNTRY     -  US
 DG5792  USGS QUAD   -  BALL BLUFF (2019)
 DG5792
 DG5792                         *CURRENT SURVEY CONTROL
 DG5792  ______________________________________________________________________
 DG5792* NAD 83(1986) POSITION- 46 54 11.7    (N) 093 19 48.1    (W)   HD_HELD2
 DG5792* NAVD 88 ORTHO HEIGHT -   381.404 (meters)     1251.32  (feet) ADJUSTED
 DG5792  ______________________________________________________________________
 DG5792  GEOID HEIGHT    -        -28.838 (meters)                     GEOID18
 DG5792  DYNAMIC HEIGHT  -        381.430 (meters)     1251.41  (feet) COMP
 DG5792  MODELED GRAVITY -    980,669.9   (mgal)                       NAVD 88
 DG5792
 DG5792  VERT ORDER      -  SECOND    CLASS I
 DG5792
 DG5792.The horizontal coordinates were established by autonomous hand held GPS
 DG5792.observations and have an estimated accuracy of +/- 10 meters.
 DG5792
 DG5792.The orthometric height was determined by differential leveling and
 DG5792.adjusted by the NATIONAL GEODETIC SURVEY
 DG5792.in June 2012.
 DG5792
 DG5792.Significant digits in the geoid height do not necessarily reflect accuracy.
 DG5792.GEOID18 height accuracy estimate available here.
 DG5792
 DG5792.Click photographs - Photos may exist for this station.
 DG5792
 DG5792.The dynamic height is computed by dividing the NAVD 88
 DG5792.geopotential number by the normal gravity value computed on the
 DG5792.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DG5792.degrees latitude (g = 980.6199 gals.).
 DG5792
 DG5792.The modeled gravity was interpolated from observed gravity values.
 DG5792
 DG5792;                    North         East    Units  Estimated Accuracy
 DG5792;SPC MN C     -   311,952.      870,092.      MT  (+/- 10 meters HH2 GPS)
 DG5792
 DG5792_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVM7486494465(NAD 83)
 DG5792
 DG5792                          SUPERSEDED SURVEY CONTROL
 DG5792
 DG5792  NAVD 88 (12/15/04)  381.397  (m)         1251.30   (f) SUPERSEDED  2 1
 DG5792
 DG5792.Superseded values are not recommended for survey control.
 DG5792
 DG5792.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG5792.See file dsdata.pdf to determine how the superseded data were derived.
 DG5792
 DG5792_MARKER: DB = BENCH MARK DISK
 DG5792_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 DG5792_SP_SET: BOX CULVERT
 DG5792_STAMPING: 0112 Q 1952
 DG5792_MARK LOGO: MNHD
 DG5792_MAGNETIC: N = NO MAGNETIC MATERIAL
 DG5792_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DG5792+STABILITY: SURFACE MOTION
 DG5792_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DG5792+SATELLITE: SATELLITE OBSERVATIONS - August 23, 2010
 DG5792
 DG5792  HISTORY     - Date     Condition        Report By
 DG5792  HISTORY     - 19520401 MONUMENTED       MNHD
 DG5792  HISTORY     - 20000911 GOOD             MNDT
 DG5792  HISTORY     - 20100823 GOOD             MNDT
 DG5792
 DG5792                          STATION DESCRIPTION
 DG5792
 DG5792'DESCRIBED BY MN DEPT OF TRANSP 2000 (WAS)
 DG5792'THE MARK WAS RECOVERED IN GOOD CONDITION.  THE MARK IS 7.75 MI (12.47
 DG5792'KM) SOUTH ALONG TH 65 FROM JCT TH 65 AND TH 200 IN JACOBSON, AT TH 65
 DG5792'MP 139.05, 25 FT (7.6 M) EAST TH 65, IN SE COR OF TH 65 BOX CULVERT,
 DG5792'AND NOT SUITABLE FOR GPS.  THE MARK WAS PREVIOUSLY DESIGNATED STA
 DG5792'1174+35.
 DG5792
 DG5792                          STATION RECOVERY (2010)
 DG5792
 DG5792'RECOVERY NOTE BY MN DEPT OF TRANSP 2010 (WAS)
 DG5792'THE MARK IS 8.5 MI (13.7 KM) SOUTH OF JACOBSON.
 DG5792'
 DG5792'TO REACH THE MARK GO 7.65 MI (12.3 KM) SOUTHEAST ALONG TRUNK HIGHWAY
 DG5792'65 FROM THE JUNCTION OF TRUNK HIGHWAY 65 AND TRUNK HIGHWAY 200 IN
 DG5792'JACOBSON, AT TRUNK HIGHWAY 65 MILE POINT 139.15.
 DG5792'
 DG5792'IT IS IN SOUTHEAST CORNER OF TRUNK HIGHWAY 65 BOX CULVERT, AT TRUNK
 DG5792'HIGHWAY 65 STATION 1174+35.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DN4804 ***********************************************************************
 DN4804  DESIGNATION -  0112 R RESET
 DN4804  PID         -  DN4804
 DN4804  STATE/COUNTY-  MN/AITKIN
 DN4804  COUNTRY     -  US
 DN4804  USGS QUAD   -  BALL BLUFF (2019)
 DN4804
 DN4804                         *CURRENT SURVEY CONTROL
 DN4804  ______________________________________________________________________
 DN4804* NAD 83(1986) POSITION- 46 53 26.88   (N) 093 20 12.72   (W)   HD_HELD1
 DN4804* NAVD 88 ORTHO HEIGHT -   381.411 (meters)     1251.35  (feet) ADJUSTED
 DN4804  ______________________________________________________________________
 DN4804  GEOID HEIGHT    -        -28.801 (meters)                     GEOID18
 DN4804  DYNAMIC HEIGHT  -        381.436 (meters)     1251.43  (feet) COMP
 DN4804  MODELED GRAVITY -    980,669.6   (mgal)                       NAVD 88
 DN4804
 DN4804  VERT ORDER      -  SECOND    CLASS I
 DN4804
 DN4804.The horizontal coordinates were determined by differentially corrected
 DN4804.hand held GPS observations or other comparable positioning techniques
 DN4804.and have an estimated accuracy of +/- 3 meters.
 DN4804
 DN4804.The orthometric height was determined by differential leveling and
 DN4804.adjusted by the NATIONAL GEODETIC SURVEY
 DN4804.in June 2012.
 DN4804
 DN4804.Significant digits in the geoid height do not necessarily reflect accuracy.
 DN4804.GEOID18 height accuracy estimate available here.
 DN4804
 DN4804.Click photographs - Photos may exist for this station.
 DN4804
 DN4804.The dynamic height is computed by dividing the NAVD 88
 DN4804.geopotential number by the normal gravity value computed on the
 DN4804.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN4804.degrees latitude (g = 980.6199 gals.).
 DN4804
 DN4804.The modeled gravity was interpolated from observed gravity values.
 DN4804
 DN4804;                    North         East    Units  Estimated Accuracy
 DN4804;SPC MN C     -   310,561.9     869,586.9     MT  (+/- 3 meters HH1 GPS) 
 DN4804
 DN4804_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVM7433793084(NAD 83)
 DN4804
 DN4804                          SUPERSEDED SURVEY CONTROL
 DN4804
 DN4804.No superseded survey control is available for this station.
 DN4804
 DN4804_MARKER: I = METAL ROD
 DN4804_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DN4804_STAMPING: 0112 R RESET 2010
 DN4804_MARK LOGO: MNDT
 DN4804_PROJECTION: RECESSED 10 CENTIMETERS
 DN4804_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DN4804_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DN4804_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DN4804+SATELLITE: SATELLITE OBSERVATIONS - July 05, 2023
 DN4804_ROD/PIPE-DEPTH: 9.1 meters
 DN4804
 DN4804  HISTORY     - Date     Condition        Report By
 DN4804  HISTORY     - 20100823 MONUMENTED       MNDT
 DN4804  HISTORY     - 20230705 GOOD             MNDT
 DN4804
 DN4804                          STATION DESCRIPTION
 DN4804
 DN4804'DESCRIBED BY MN DEPT OF TRANSP 2010
 DN4804'THE MARK IS 9.0 MI (14.5 KM) SOUTH OF JACOBSON.
 DN4804'
 DN4804'TO REACH THE MARK AT TRUNK HIGHWAY 65 MILE POINT 138.15, 8.65 MI (13.9
 DN4804'KM) SOUTH ALONG TRUNK HIGHWAY 65 FROM THE JUNCTION OF TRUNK HIGHWAY 65
 DN4804'AND TRUNK HIGHWAY 200 IN JACOBSON.
 DN4804'
 DN4804'IT IS 64.5 FT (19.7 M) EAST OF TRUNK HIGHWAY 65, 10.0 FT (3.0 M) SOUTH
 DN4804'OF ENTRANCE, 2.0 FT (0.6 M) WEST OF A WITNESS POST.
 DN4804'
 DN4804'NOTE - THE STATION MARK CONSISTS OF A 3/4 INCH (19 MM) DIAMETER
 DN4804'ALUMINUM ROD DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL MARK
 DN4804'REMOVABLE DISK SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY
 DN4804'A SIX-INCH PVC PIPE BACKFILLED WITH WASHED SAND.
 DN4804
 DN4804                          STATION RECOVERY (2023)
 DN4804
 DN4804'RECOVERY NOTE BY MN DEPT OF TRANSP 2023 (KMS)
 DN4804'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DG5795 ***********************************************************************
 DG5795  DESIGNATION -  0112 U
 DG5795  PID         -  DG5795
 DG5795  STATE/COUNTY-  MN/AITKIN
 DG5795  COUNTRY     -  US
 DG5795  USGS QUAD   -  BALL BLUFF (2019)
 DG5795
 DG5795                         *CURRENT SURVEY CONTROL
 DG5795  ______________________________________________________________________
 DG5795* NAD 83(2011) POSITION- 46 56 25.76763(N) 093 17 01.97973(W)   ADJUSTED
 DG5795* NAD 83(2011) ELLIP HT-   354.852 (meters)        (06/27/12)   ADJUSTED
 DG5795* NAD 83(2011) EPOCH   -  2010.00
 DG5795* NAVD 88 ORTHO HEIGHT -   383.811 (meters)     1259.22  (feet) ADJUSTED
 DG5795  ______________________________________________________________________
 DG5795  GEOID HEIGHT    -        -28.957 (meters)                     GEOID18
 DG5795  NAD 83(2011) X  -   -249,913.202 (meters)                     COMP
 DG5795  NAD 83(2011) Y  - -4,355,602.213 (meters)                     COMP
 DG5795  NAD 83(2011) Z  -  4,637,509.699 (meters)                     COMP
 DG5795  LAPLACE CORR    -         -0.81  (seconds)                    DEFLEC18
 DG5795  DYNAMIC HEIGHT  -        383.837 (meters)     1259.31  (feet) COMP
 DG5795  MODELED GRAVITY -    980,670.8   (mgal)                       NAVD 88
 DG5795
 DG5795  VERT ORDER      -  SECOND    CLASS I
 DG5795
 DG5795  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DG5795  Standards:
 DG5795         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DG5795            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DG5795  -------------------------------------------------------------------
 DG5795  NETWORK    0.33   0.43           0.15   0.11   0.22      0.00945854
 DG5795  -------------------------------------------------------------------
 DG5795  Click here for local accuracies and other accuracy information.
 DG5795
 DG5795.The horizontal coordinates were established by GPS observations
 DG5795.and adjusted by the National Geodetic Survey in June 2012.
 DG5795
 DG5795.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DG5795.been affixed to the stable North American tectonic plate. See 
 DG5795.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DG5795
 DG5795.The horizontal coordinates are valid at the epoch date displayed above
 DG5795.which is a decimal equivalence of Year/Month/Day.
 DG5795
 DG5795.The orthometric height was determined by differential leveling and
 DG5795.adjusted by the NATIONAL GEODETIC SURVEY
 DG5795.in December 2004.
 DG5795
 DG5795.Significant digits in the geoid height do not necessarily reflect accuracy.
 DG5795.GEOID18 height accuracy estimate available here.
 DG5795
 DG5795.Click photographs - Photos may exist for this station.
 DG5795
 DG5795.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DG5795
 DG5795.The Laplace correction was computed from DEFLEC18 derived deflections.
 DG5795
 DG5795.The ellipsoidal height was determined by GPS observations
 DG5795.and is referenced to NAD 83.
 DG5795
 DG5795.The dynamic height is computed by dividing the NAVD 88
 DG5795.geopotential number by the normal gravity value computed on the
 DG5795.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DG5795.degrees latitude (g = 980.6199 gals.).
 DG5795
 DG5795.The modeled gravity was interpolated from observed gravity values.
 DG5795
 DG5795. The following values were computed from the NAD 83(2011) position.
 DG5795
 DG5795;                    North         East     Units Scale Factor Converg.
 DG5795;SPC MN C     -   316,133.353   873,557.069   MT  0.99997791   +0 41 56.0
 DG5795;SPC MN C     - 1,037,180.84  2,865,995.15   sFT  0.99997791   +0 41 56.0
 DG5795;UTM  15      - 5,198,590.235   478,393.666   MT  0.99960574   -0 12 26.7
 DG5795
 DG5795!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG5795!SPC MN C     -   0.99994438  x   0.99997791  =   0.99992229
 DG5795!UTM  15      -   0.99994438  x   0.99960574  =   0.99955014
 DG5795
 DG5795_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVM7839398590(NAD 83)
 DG5795
 DG5795                          SUPERSEDED SURVEY CONTROL
 DG5795
 DG5795  NAD 83(2007)-  46 56 25.76762(N)    093 17 01.98110(W) AD(2002.00) 1
 DG5795  ELLIP H (06/13/11)  354.874  (m)                       GP(2002.00) 4 1
 DG5795  NAVD 88             383.81   (m)         1259.2    (f) LEVELING    3  
 DG5795
 DG5795.Superseded values are not recommended for survey control.
 DG5795
 DG5795.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG5795.See file dsdata.pdf to determine how the superseded data were derived.
 DG5795
 DG5795_MARKER: DD = SURVEY DISK
 DG5795_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DG5795_STAMPING: 0112 U 2000
 DG5795_MARK LOGO: MNDT
 DG5795_PROJECTION: FLUSH
 DG5795_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DG5795_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DG5795_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG5795+SATELLITE: SATELLITE OBSERVATIONS - July 05, 2023
 DG5795_ROD/PIPE-DEPTH: 7.6 meters
 DG5795
 DG5795  HISTORY     - Date     Condition        Report By
 DG5795  HISTORY     - 20000911 MONUMENTED       MNDT
 DG5795  HISTORY     - 20091104 GOOD             MNDT
 DG5795  HISTORY     - 20200804 GOOD             MNDT
 DG5795  HISTORY     - 20230705 GOOD             MNDT
 DG5795
 DG5795                          STATION DESCRIPTION
 DG5795
 DG5795'DESCRIBED BY MN DEPT OF TRANSP 2000 (DKH)
 DG5795'THE MARK IS 4.50 MI (7.24 KM) SOUTH OF JACOBSON, 4.40 MI (7.08 KM)
 DG5795'SOUTH ALONG TH 65 FROM JCT OF TH 65 AND TH 200 IN JACOBSON, AT TH 65
 DG5795'MP 142.40, 60.5 FT (18.4 M) NW OF TH 65, 17.0 FT (5.2 M) SOUTH OF
 DG5795'TOWNLINE RD, 47.5 SOUTH OF CABLE MARKER, 1.6 FT (0.5 M) NE OF WIT
 DG5795'POST, MAGNETIC, FLUSH, AND SUITABLE FOR GPS.
 DG5795
 DG5795                          STATION RECOVERY (2009)
 DG5795
 DG5795'RECOVERY NOTE BY MN DEPT OF TRANSP 2009 (WAS)
 DG5795'THE MARK WAS RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.
 DG5795'THE MARK IS 4.5 MILES SOUTH OF JACOBSON, 4.4 MILES SOUTH ALONG TRUNK
 DG5795'HIGHWAY 65 FROM JUNCTION OF TRUNK HIGHWAY 65 AND TRUNK HIGHWAY 200 IN
 DG5795'JACOBSON, AT TRUNK HIGHWAY 65 MILEPOINT 142.40, 60.5 FEET NORTHWEST OF
 DG5795'TRUNK HIGHWAY 65, 47.5 FEET SOUTH OF CABLE MARKER, 17.0 FEET SOUTH OF
 DG5795'TOWNLINE ROAD, 1.6 FEET NORTHEAST OF WITNESS POST.
 DG5795
 DG5795                          STATION RECOVERY (2020)
 DG5795
 DG5795'RECOVERY NOTE BY MN DEPT OF TRANSP 2020 (TJD)
 DG5795'RECOVERED IN GOOD CONDITION.
 DG5795
 DG5795                          STATION RECOVERY (2023)
 DG5795
 DG5795'RECOVERY NOTE BY MN DEPT OF TRANSP 2023 (KMS)
 DG5795'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DN4803 ***********************************************************************
 DN4803  DESIGNATION -  0112 V RESET
 DN4803  PID         -  DN4803
 DN4803  STATE/COUNTY-  MN/AITKIN
 DN4803  COUNTRY     -  US
 DN4803  USGS QUAD   -  BALL BLUFF (2019)
 DN4803
 DN4803                         *CURRENT SURVEY CONTROL
 DN4803  ______________________________________________________________________
 DN4803* NAD 83(1986) POSITION- 46 57 16.77   (N) 093 16 25.33   (W)   HD_HELD1
 DN4803* NAVD 88 ORTHO HEIGHT -   379.553 (meters)     1245.25  (feet) ADJUSTED
 DN4803  ______________________________________________________________________
 DN4803  GEOID HEIGHT    -        -29.001 (meters)                     GEOID18
 DN4803  DYNAMIC HEIGHT  -        379.579 (meters)     1245.34  (feet) COMP
 DN4803  MODELED GRAVITY -    980,671.1   (mgal)                       NAVD 88
 DN4803
 DN4803  VERT ORDER      -  SECOND    CLASS I
 DN4803
 DN4803.The horizontal coordinates were determined by differentially corrected
 DN4803.hand held GPS observations or other comparable positioning techniques
 DN4803.and have an estimated accuracy of +/- 3 meters.
 DN4803
 DN4803.The orthometric height was determined by differential leveling and
 DN4803.adjusted by the NATIONAL GEODETIC SURVEY
 DN4803.in June 2012.
 DN4803
 DN4803.Significant digits in the geoid height do not necessarily reflect accuracy.
 DN4803.GEOID18 height accuracy estimate available here.
 DN4803
 DN4803.Click photographs - Photos may exist for this station.
 DN4803
 DN4803.The dynamic height is computed by dividing the NAVD 88
 DN4803.geopotential number by the normal gravity value computed on the
 DN4803.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN4803.degrees latitude (g = 980.6199 gals.).
 DN4803
 DN4803.The modeled gravity was interpolated from observed gravity values.
 DN4803
 DN4803;                    North         East    Units  Estimated Accuracy
 DN4803;SPC MN C     -   317,717.7     874,312.7     MT  (+/- 3 meters HH1 GPS) 
 DN4803
 DN4803_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVN7917300161(NAD 83)
 DN4803
 DN4803                          SUPERSEDED SURVEY CONTROL
 DN4803
 DN4803.No superseded survey control is available for this station.
 DN4803
 DN4803_MARKER: I = METAL ROD
 DN4803_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DN4803_STAMPING: 0112 V RESET 2009
 DN4803_MARK LOGO: MNDT
 DN4803_PROJECTION: RECESSED 10 CENTIMETERS
 DN4803_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DN4803_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DN4803_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DN4803+SATELLITE: SATELLITE OBSERVATIONS - July 05, 2023
 DN4803_ROD/PIPE-DEPTH: 7.6 meters
 DN4803
 DN4803  HISTORY     - Date     Condition        Report By
 DN4803  HISTORY     - 20091104 MONUMENTED       MNDT
 DN4803  HISTORY     - 20230705 GOOD             MNDT
 DN4803
 DN4803                          STATION DESCRIPTION
 DN4803
 DN4803'DESCRIBED BY MN DEPT OF TRANSP 2009
 DN4803'THE MARK IS 3.0 MI (4.8 KM) SOUTH OF JACOBSON.
 DN4803'
 DN4803'TO REACH THE MARK GO 3.2 MI (5.1 KM) SOUTH ALONG TRUNK HIGHWAY 65 FROM
 DN4803'THE JUNCTION OF TRUNK HIGHWAY 65 AND TRUNK HIGHWAY 200 IN JACOBSON, AT
 DN4803'TRUNK HIGHWAY 65 MILE POINT 143.60.
 DN4803'
 DN4803'IT IS 65.0 FT (19.8 M) WEST OF TRUNK HIGHWAY 65, 37 FT (11.3 M) NORTH
 DN4803'OF ROAD, 17.1 FT (5.2 M) NORTH-NORTHWEST OF CABLE MARKER, 1.6 FT (0.5
 DN4803'M) NORTH OF A WITNESS POST.
 DN4803'
 DN4803'NOTE - THE STATION MARK CONSISTS OF A 3/4 INCH (19 MM) DIAMETER
 DN4803'ALUMINUM ROD DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL MARK
 DN4803'REMOVABLE DISK SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY
 DN4803'A SIX-INCH PVC PIPE BACKFILLED WITH WASHED SAND.
 DN4803
 DN4803                          STATION RECOVERY (2023)
 DN4803
 DN4803'RECOVERY NOTE BY MN DEPT OF TRANSP 2023 (KMS)
 DN4803'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DN4802 ***********************************************************************
 DN4802  DESIGNATION -  0112 W RESET 2009
 DN4802  PID         -  DN4802
 DN4802  STATE/COUNTY-  MN/AITKIN
 DN4802  COUNTRY     -  US
 DN4802  USGS QUAD   -  BALL BLUFF (2019)
 DN4802
 DN4802                         *CURRENT SURVEY CONTROL
 DN4802  ______________________________________________________________________
 DN4802* NAD 83(1986) POSITION- 46 58 08.43   (N) 093 16 26.04   (W)   HD_HELD1
 DN4802* NAVD 88 ORTHO HEIGHT -   377.973 (meters)     1240.07  (feet) ADJUSTED
 DN4802  ______________________________________________________________________
 DN4802  GEOID HEIGHT    -        -29.042 (meters)                     GEOID18
 DN4802  DYNAMIC HEIGHT  -        377.999 (meters)     1240.15  (feet) COMP
 DN4802  MODELED GRAVITY -    980,671.4   (mgal)                       NAVD 88
 DN4802
 DN4802  VERT ORDER      -  SECOND    CLASS I
 DN4802
 DN4802.The horizontal coordinates were determined by differentially corrected
 DN4802.hand held GPS observations or other comparable positioning techniques
 DN4802.and have an estimated accuracy of +/- 3 meters.
 DN4802
 DN4802.The orthometric height was determined by differential leveling and
 DN4802.adjusted by the NATIONAL GEODETIC SURVEY
 DN4802.in June 2012.
 DN4802
 DN4802.Significant digits in the geoid height do not necessarily reflect accuracy.
 DN4802.GEOID18 height accuracy estimate available here.
 DN4802
 DN4802.Click photographs - Photos may exist for this station.
 DN4802
 DN4802.The dynamic height is computed by dividing the NAVD 88
 DN4802.geopotential number by the normal gravity value computed on the
 DN4802.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN4802.degrees latitude (g = 980.6199 gals.).
 DN4802
 DN4802.The modeled gravity was interpolated from observed gravity values.
 DN4802
 DN4802;                    North         East    Units  Estimated Accuracy
 DN4802;SPC MN C     -   319,312.6     874,278.1     MT  (+/- 3 meters HH1 GPS) 
 DN4802
 DN4802_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVN7916401756(NAD 83)
 DN4802
 DN4802                          SUPERSEDED SURVEY CONTROL
 DN4802
 DN4802.No superseded survey control is available for this station.
 DN4802
 DN4802_MARKER: I = METAL ROD
 DN4802_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DN4802_STAMPING: 0112 W RESET 2 2009
 DN4802_MARK LOGO: MNDT
 DN4802_PROJECTION: FLUSH
 DN4802_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DN4802_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DN4802_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DN4802+SATELLITE: SATELLITE OBSERVATIONS - July 05, 2023
 DN4802_ROD/PIPE-DEPTH: 5.5 meters
 DN4802
 DN4802  HISTORY     - Date     Condition        Report By
 DN4802  HISTORY     - 20091027 MONUMENTED       MNDT
 DN4802  HISTORY     - 20131017 GOOD             MNDT
 DN4802  HISTORY     - 20230705 GOOD             MNDT
 DN4802
 DN4802                          STATION DESCRIPTION
 DN4802
 DN4802'DESCRIBED BY MN DEPT OF TRANSP 2009
 DN4802'THE MARK IS 2.0 MI (3.2 KM) SOUTH OF JACOBSON.
 DN4802'
 DN4802'TO REACH THE MARK GO 2.3 MI (3.7 KM) SOUTH ALONG TRUNK HIGHWAY 65 FROM
 DN4802'THE JUNCTION OF TRUNK HIGHWAY 65 AND TRUNK HIGHWAY 200 TO THE WEST AT
 DN4802'JACOBSON, AT TRUNK HIGHWAY 65 MILE POINT 144.50.
 DN4802'
 DN4802'IT IS 116.0 FT (35.4 M) WEST OF TRUNK HIGHWAY 65, 48.0 FT (14.6 M)
 DN4802'WEST OF POLE, 46.0 FT (14.0 M) WEST-SOUTHWEST OF CABLE MARKER, 23.0 FT
 DN4802'(7.0 M) NORTH OF 660TH ROAD, 1.8 FT (0.5 M) WEST OF A WITNESS POST.
 DN4802'
 DN4802'NOTE - THE STATION MARK CONSISTS OF A 3/4 INCH (19 MM) DIAMETER
 DN4802'ALUMINUM ROD DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL MARK
 DN4802'REMOVABLE DISK SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY
 DN4802'A SIX-INCH PVC PIPE BACKFILLED WITH WASHED SAND.
 DN4802
 DN4802                          STATION RECOVERY (2013)
 DN4802
 DN4802'RECOVERY NOTE BY MN DEPT OF TRANSP 2013 (KMS)
 DN4802'2.0 MI (3.2 KM) SOUTH OF JACOBSON, 2.3 MI (3.7 KM) SOUTH ALONG TRUNK
 DN4802'HIGHWAY 65  FROM THE JUNCTION OF TRUNK HIGHWAY 65 AND TRUNK HIGHWAY
 DN4802'200 WEST IN JACOBSON, AT TRUNK HIGHWAY 65 MILE POINT 144.50, 116.0 FT
 DN4802'(35.4 M) WEST OF TRUNK HIGHWAY 65, 48.0 FT (14.6 M) WEST OF POWER
 DN4802'POLE, 46.0 FT (14.0 M) WEST-SOUTHWEST OF CABLE MARKER, 23.0 FT (7.0 M)
 DN4802'NORTH OF 660TH LANE, 1.8 FT (0.5 M) WEST OF A WITNESS POST.
 DN4802
 DN4802                          STATION RECOVERY (2023)
 DN4802
 DN4802'RECOVERY NOTE BY MN DEPT OF TRANSP 2023 (KMS)
 DN4802'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DJ6763 ***********************************************************************
 DJ6763  DESIGNATION -  0112 X 1
 DJ6763  PID         -  DJ6763
 DJ6763  STATE/COUNTY-  MN/AITKIN
 DJ6763  COUNTRY     -  US
 DJ6763  USGS QUAD   -  BALL BLUFF (2019)
 DJ6763
 DJ6763                         *CURRENT SURVEY CONTROL
 DJ6763  ______________________________________________________________________
 DJ6763* NAD 83(1986) POSITION- 46 58 41.84   (N) 093 16 25.26   (W)   HD_HELD1
 DJ6763* NAVD 88 ORTHO HEIGHT -   379.257 (meters)     1244.28  (feet) ADJUSTED
 DJ6763  ______________________________________________________________________
 DJ6763  GEOID HEIGHT    -        -29.067 (meters)                     GEOID18
 DJ6763  DYNAMIC HEIGHT  -        379.283 (meters)     1244.36  (feet) COMP
 DJ6763  MODELED GRAVITY -    980,671.6   (mgal)                       NAVD 88
 DJ6763
 DJ6763  VERT ORDER      -  SECOND    CLASS I
 DJ6763
 DJ6763.The horizontal coordinates were determined by differentially corrected
 DJ6763.hand held GPS observations or other comparable positioning techniques
 DJ6763.and have an estimated accuracy of +/- 3 meters.
 DJ6763
 DJ6763.The orthometric height was determined by differential leveling and
 DJ6763.adjusted by the NATIONAL GEODETIC SURVEY
 DJ6763.in January 2008.
 DJ6763
 DJ6763.Significant digits in the geoid height do not necessarily reflect accuracy.
 DJ6763.GEOID18 height accuracy estimate available here.
 DJ6763
 DJ6763.Click photographs - Photos may exist for this station.
 DJ6763
 DJ6763.The dynamic height is computed by dividing the NAVD 88
 DJ6763.geopotential number by the normal gravity value computed on the
 DJ6763.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ6763.degrees latitude (g = 980.6199 gals.).
 DJ6763
 DJ6763.The modeled gravity was interpolated from observed gravity values.
 DJ6763
 DJ6763;                    North         East    Units  Estimated Accuracy
 DJ6763;SPC MN C     -   320,344.5     874,281.8     MT  (+/- 3 meters HH1 GPS) 
 DJ6763
 DJ6763_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVN7918402787(NAD 83)
 DJ6763
 DJ6763                          SUPERSEDED SURVEY CONTROL
 DJ6763
 DJ6763.No superseded survey control is available for this station.
 DJ6763
 DJ6763_MARKER: DD = SURVEY DISK
 DJ6763_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 DJ6763_SP_SET: FOOTING
 DJ6763_STAMPING: 0112 X 1 2006
 DJ6763_MARK LOGO: MNDT
 DJ6763_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DJ6763_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DJ6763+STABILITY: SURFACE MOTION
 DJ6763_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DJ6763+SATELLITE: SATELLITE OBSERVATIONS - July 05, 2023
 DJ6763
 DJ6763  HISTORY     - Date     Condition        Report By
 DJ6763  HISTORY     - 20060615 MONUMENTED       MNDT
 DJ6763  HISTORY     - 20091028 GOOD             MNDT
 DJ6763  HISTORY     - 20200420 GOOD             NGS
 DJ6763  HISTORY     - 20230705 GOOD             MNDT
 DJ6763
 DJ6763                          STATION DESCRIPTION
 DJ6763
 DJ6763'DESCRIBED BY MN DEPT OF TRANSP 2006
 DJ6763'THE MARK IS LOCATED IN THE NORTHEAST PORTION OF AIKIN COUNTY, SOUTH OF
 DJ6763'THE TOWN JACOBSON IN THE STATE OF MINNESOTA.
 DJ6763'
 DJ6763'TO REACH GO 1.6 MI (2.6 KM) SOUTH OF JACOBSON ALONG TRUNK HIGHWAY 65
 DJ6763'FROM THE JUNCTION OF TRUNK HIGHWAY 65 AND TRUNK HIGHWAY 200.
 DJ6763'
 DJ6763'AT TRUNK HIGHWAY 65 MILE POINT 145.20 GO 63.2 FT (19.3 M) WEST OF
 DJ6763'TRUNK HIGHWAY 65, 66.0 FT (20.1 M) SOUTH OF RWIS TOWER.  THE SURVEY
 DJ6763'DISK IS IN THE BASE OF A ROUND CONCRETE PILLAR.
 DJ6763
 DJ6763                          STATION RECOVERY (2009)
 DJ6763
 DJ6763'RECOVERY NOTE BY MN DEPT OF TRANSP 2009 (DJS)
 DJ6763'RECOVERED AS DESCRIBED.
 DJ6763
 DJ6763                          STATION RECOVERY (2020)
 DJ6763
 DJ6763'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2020 (DAZ)
 DJ6763'RECOVERED IN GOOD CONDITION.
 DJ6763
 DJ6763                          STATION RECOVERY (2023)
 DJ6763
 DJ6763'RECOVERY NOTE BY MN DEPT OF TRANSP 2023 (KMS)
 DJ6763'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DN4801 ***********************************************************************
 DN4801  DESIGNATION -  0112 X RESET
 DN4801  PID         -  DN4801
 DN4801  STATE/COUNTY-  MN/AITKIN
 DN4801  COUNTRY     -  US
 DN4801  USGS QUAD   -  BALL BLUFF (2019)
 DN4801
 DN4801                         *CURRENT SURVEY CONTROL
 DN4801  ______________________________________________________________________
 DN4801* NAD 83(1986) POSITION- 46 58 49.73   (N) 093 16 25.53   (W)   HD_HELD1
 DN4801* NAVD 88 ORTHO HEIGHT -   378.346 (meters)     1241.29  (feet) ADJUSTED
 DN4801  ______________________________________________________________________
 DN4801  GEOID HEIGHT    -        -29.073 (meters)                     GEOID18
 DN4801  DYNAMIC HEIGHT  -        378.373 (meters)     1241.38  (feet) COMP
 DN4801  MODELED GRAVITY -    980,671.7   (mgal)                       NAVD 88
 DN4801
 DN4801  VERT ORDER      -  SECOND    CLASS I
 DN4801
 DN4801.The horizontal coordinates were determined by differentially corrected
 DN4801.hand held GPS observations or other comparable positioning techniques
 DN4801.and have an estimated accuracy of +/- 3 meters.
 DN4801
 DN4801.The orthometric height was determined by differential leveling and
 DN4801.adjusted by the NATIONAL GEODETIC SURVEY
 DN4801.in June 2012.
 DN4801
 DN4801.Significant digits in the geoid height do not necessarily reflect accuracy.
 DN4801.GEOID18 height accuracy estimate available here.
 DN4801
 DN4801.Click photographs - Photos may exist for this station.
 DN4801
 DN4801.The dynamic height is computed by dividing the NAVD 88
 DN4801.geopotential number by the normal gravity value computed on the
 DN4801.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN4801.degrees latitude (g = 980.6199 gals.).
 DN4801
 DN4801.The modeled gravity was interpolated from observed gravity values.
 DN4801
 DN4801;                    North         East    Units  Estimated Accuracy
 DN4801;SPC MN C     -   320,588.0     874,273.1     MT  (+/- 3 meters HH1 GPS) 
 DN4801
 DN4801_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVN7917903031(NAD 83)
 DN4801
 DN4801                          SUPERSEDED SURVEY CONTROL
 DN4801
 DN4801.No superseded survey control is available for this station.
 DN4801
 DN4801_MARKER: I = METAL ROD
 DN4801_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DN4801_STAMPING: 0112 X RESET 2009
 DN4801_MARK LOGO: MNDT
 DN4801_PROJECTION: RECESSED 5 CENTIMETERS
 DN4801_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DN4801_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DN4801_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DN4801+SATELLITE: SATELLITE OBSERVATIONS - July 06, 2023
 DN4801_ROD/PIPE-DEPTH: 4.6 meters
 DN4801
 DN4801  HISTORY     - Date     Condition        Report By
 DN4801  HISTORY     - 20091104 MONUMENTED       MNDT
 DN4801  HISTORY     - 20230706 GOOD             MNDT
 DN4801
 DN4801                          STATION DESCRIPTION
 DN4801
 DN4801'DESCRIBED BY MN DEPT OF TRANSP 2009
 DN4801'THE MARK IS 1.5 MI (2.4 KM) SOUTH OF JACOBSON.
 DN4801'
 DN4801'TO REACH THE MARK GO 1.5 MI (2.4 KM) SOUTH ALONG TRUNK HIGHWAY 65
 DN4801'FROM THE JUNCTION OF TRUNK HIGHWAY 65 AND TRUNK HIGHWAY 200 TO THE
 DN4801'WEST AT JACOBSON, AT TRUNK HIGHWAY 65 MILE POINT 145.30.
 DN4801'
 DN4801'IT IS 82.0 FT (25.0 M) WEST OF TRUNK HIGHWAY 65, 50.8 FT (15.5 M)
 DN4801'NORTH OF POWER POLE, 27.0 FT (8.2 M) NORTH OF ROAD, 17.0 FT (5.2 M)
 DN4801'SOUTH OF EAST LEG OF SIGN, 1.6 FT (0.5 M) WEST OF A WITNESS POST.
 DN4801'
 DN4801'NOTE - THE STATION MARK CONSISTS OF A 3/4 INCH (19 MM) DIAMETER
 DN4801'ALUMINUM ROD DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL MARK
 DN4801'REMOVABLE DISK SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY
 DN4801'A SIX-INCH PVC PIPE BACKFILLED WITH WASHED SAND.
 DN4801
 DN4801                          STATION RECOVERY (2023)
 DN4801
 DN4801'RECOVERY NOTE BY MN DEPT OF TRANSP 2023 (KMS)
 DN4801'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DM8086 ***********************************************************************
 DM8086  DESIGNATION -  0112 Y RESET
 DM8086  PID         -  DM8086
 DM8086  STATE/COUNTY-  MN/AITKIN
 DM8086  COUNTRY     -  US
 DM8086  USGS QUAD   -  BALL BLUFF (2019)
 DM8086
 DM8086                         *CURRENT SURVEY CONTROL
 DM8086  ______________________________________________________________________
 DM8086* NAD 83(2011) POSITION- 46 59 34.65227(N) 093 16 25.37563(W)   ADJUSTED
 DM8086* NAD 83(2011) ELLIP HT-   350.971 (meters)        (06/27/12)   ADJUSTED
 DM8086* NAD 83(2011) EPOCH   -  2010.00
 DM8086* NAVD 88 ORTHO HEIGHT -   380.080 (meters)     1246.98  (feet) ADJUSTED
 DM8086  ______________________________________________________________________
 DM8086  GEOID HEIGHT    -        -29.105 (meters)                     GEOID18
 DM8086  NAD 83(2011) X  -   -248,896.604 (meters)                     COMP
 DM8086  NAD 83(2011) Y  - -4,351,386.990 (meters)                     COMP
 DM8086  NAD 83(2011) Z  -  4,641,487.569 (meters)                     COMP
 DM8086  LAPLACE CORR    -         -1.07  (seconds)                    DEFLEC18
 DM8086  DYNAMIC HEIGHT  -        380.107 (meters)     1247.07  (feet) COMP
 DM8086  MODELED GRAVITY -    980,672.0   (mgal)                       NAVD 88
 DM8086
 DM8086  VERT ORDER      -  SECOND    CLASS I
 DM8086
 DM8086  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DM8086  Standards:
 DM8086         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DM8086            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DM8086  -------------------------------------------------------------------
 DM8086  NETWORK    0.39   0.49           0.18   0.13   0.25      0.03544417
 DM8086  -------------------------------------------------------------------
 DM8086  Click here for local accuracies and other accuracy information.
 DM8086
 DM8086.The horizontal coordinates were established by GPS observations
 DM8086.and adjusted by the National Geodetic Survey in June 2012.
 DM8086
 DM8086.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DM8086.been affixed to the stable North American tectonic plate. See 
 DM8086.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DM8086
 DM8086.The horizontal coordinates are valid at the epoch date displayed above
 DM8086.which is a decimal equivalence of Year/Month/Day.
 DM8086
 DM8086.The orthometric height was determined by differential leveling and
 DM8086.adjusted by the NATIONAL GEODETIC SURVEY
 DM8086.in June 2012.
 DM8086
 DM8086.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM8086.GEOID18 height accuracy estimate available here.
 DM8086
 DM8086.Click photographs - Photos may exist for this station.
 DM8086
 DM8086.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DM8086
 DM8086.The Laplace correction was computed from DEFLEC18 derived deflections.
 DM8086
 DM8086.The ellipsoidal height was determined by GPS observations
 DM8086.and is referenced to NAD 83.
 DM8086
 DM8086.The dynamic height is computed by dividing the NAVD 88
 DM8086.geopotential number by the normal gravity value computed on the
 DM8086.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM8086.degrees latitude (g = 980.6199 gals.).
 DM8086
 DM8086.The modeled gravity was interpolated from observed gravity values.
 DM8086
 DM8086. The following values were computed from the NAD 83(2011) position.
 DM8086
 DM8086;                    North         East     Units Scale Factor Converg.
 DM8086;SPC MN C     -   321,975.175   874,259.281   MT  0.99998803   +0 42 22.4
 DM8086;SPC MN C     - 1,056,346.89  2,868,298.99   sFT  0.99998803   +0 42 22.4
 DM8086;UTM  15      - 5,204,418.019   479,187.897   MT  0.99960532   -0 12 00.6
 DM8086
 DM8086!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DM8086!SPC MN C     -   0.99994499  x   0.99998803  =   0.99993302
 DM8086!UTM  15      -   0.99994499  x   0.99960532  =   0.99955033
 DM8086
 DM8086:                Primary Azimuth Mark                     Grid Az
 DM8086:SPC MN C     -  0112 Z RESET                             035 09 09.0
 DM8086:UTM  15      -  0112 Z RESET                             036 03 32.0
 DM8086
 DM8086_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVN7918704418(NAD 83)
 DM8086
 DM8086|---------------------------------------------------------------------|
 DM8086| PID    Reference Object                     Distance      Geod. Az  |
 DM8086|                                                           dddmmss.s |
 DM8086| DM8087 0112 Z RESET                        APPROX. 1.6 KM 0355131.4 |
 DM8086|---------------------------------------------------------------------|
 DM8086
 DM8086                          SUPERSEDED SURVEY CONTROL
 DM8086
 DM8086  NAD 83(2007)-  46 59 34.65214(N)    093 16 25.37663(W) AD(2002.00) 1
 DM8086  ELLIP H (06/13/11)  350.991  (m)                       GP(2002.00) 4 1
 DM8086  NAVD 88             380.08   (m)         1247.0    (f) LEVELING    3  
 DM8086
 DM8086.Superseded values are not recommended for survey control.
 DM8086
 DM8086.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DM8086.See file dsdata.pdf to determine how the superseded data were derived.
 DM8086
 DM8086_MARKER: I = METAL ROD
 DM8086_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DM8086_STAMPING: 0112 Y RESET 2009
 DM8086_MARK LOGO: MNDT
 DM8086_PROJECTION: RECESSED 10 CENTIMETERS
 DM8086_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DM8086_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DM8086_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DM8086+SATELLITE: SATELLITE OBSERVATIONS - July 06, 2023
 DM8086_ROD/PIPE-DEPTH: 11.0 meters
 DM8086
 DM8086  HISTORY     - Date     Condition        Report By
 DM8086  HISTORY     - 20091027 MONUMENTED       MNDT
 DM8086  HISTORY     - 20170612 GOOD             MNDT
 DM8086  HISTORY     - 20230706 GOOD             MNDT
 DM8086
 DM8086                          STATION DESCRIPTION
 DM8086
 DM8086'DESCRIBED BY MN DEPT OF TRANSP 2009
 DM8086'THE MARK IS 0.5 MILE SOUTH OF JACOBSON, 0.6 MILE SOUTH OF TRUNK
 DM8086'HIGHWAY 200 WEST, AT TRUNK HIGHWAY 65 MILEPOINT 146.2, 158 FEET WEST
 DM8086'OF TRUNK HIGHWAY 65, 48 FEET WEST OF COUNTY ROAD 70, 11 FEET SOUTH OF
 DM8086'ENTRANCE TO TOWER, 10.7 FEET NORTHWEST OF POWER POLE, 4.2 FEET
 DM8086'SOUTHEAST OF GATE POST, 2.0 FEET NORTH OF WITNESS POST.
 DM8086
 DM8086                          STATION RECOVERY (2017)
 DM8086
 DM8086'RECOVERY NOTE BY MN DEPT OF TRANSP 2017 (KMS)
 DM8086'RECOVERED IN GOOD CONDITION.
 DM8086
 DM8086                          STATION RECOVERY (2023)
 DM8086
 DM8086'RECOVERY NOTE BY MN DEPT OF TRANSP 2023 (KMS)
 DM8086'THE MARK IS LOCATED ABOUT 7.5 MI (12.1 KM) SOUTH-SOUTHWEST OF SWAN
 DM8086'RIVER, 2.6 MI (4.2 KM) NORTH OF BALL BLUFF AND 0.6 MI (1.0 KM)
 DM8086'SOUTH-SOUTHWEST OF JACOBSON.
 DM8086'
 DM8086'THE MARK WAS LOCATED ABOUT 0.5 MI (0.8 KM) SOUTH OF JACOBSON, 0.60 MI
 DM8086'(0.97 KM) SOUTH ALONG TRUNK HIGHWAY 65 FROM THE SOUTH JUNCTION OF
 DM8086'TRUNK HIGHWAY 65 AND TRUNK HIGHWAY 200 IN JACOBSON, AT TRUNK HIGHWAY
 DM8086'65 MILE POINT 146.2.
 DM8086'
 DM8086'IT IS 158.0 FT (48.2 M) WEST OF TRUNK HIGHWAY 65, 48.0 FT (14.6 M)
 DM8086'WEST OF COUNTY ROAD 70 (198TH AVENUE), 11.0 FT (3.4 M) SOUTH OF AN
 DM8086'ENTRANCE TO A TOWER, 10.7 FT (3.3 M) NORTHWEST OF A POWER POLE, 4.2 FT
 DM8086'(1.3 M) SOUTHEAST OF A GATE POST AND 2.0 FT (0.6 M) NORTH OF A WITNESS
 DM8086'POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DM8087 ***********************************************************************
 DM8087  DESIGNATION -  0112 Z RESET
 DM8087  PID         -  DM8087
 DM8087  STATE/COUNTY-  MN/AITKIN
 DM8087  COUNTRY     -  US
 DM8087  USGS QUAD   -  JACOBSON (2019)
 DM8087
 DM8087                         *CURRENT SURVEY CONTROL
 DM8087  ______________________________________________________________________
 DM8087* NAD 83(2011) POSITION- 47 00 16.24071(N) 093 15 41.43175(W)   ADJUSTED
 DM8087* NAD 83(2011) ELLIP HT-   353.408 (meters)        (06/27/12)   ADJUSTED
 DM8087* NAD 83(2011) EPOCH   -  2010.00
 DM8087* NAVD 88 ORTHO HEIGHT -   382.553 (meters)     1255.09  (feet) ADJUSTED
 DM8087  ______________________________________________________________________
 DM8087  GEOID HEIGHT    -        -29.140 (meters)                     GEOID18
 DM8087  NAD 83(2011) X  -   -247,916.208 (meters)                     COMP
 DM8087  NAD 83(2011) Y  - -4,350,503.801 (meters)                     COMP
 DM8087  NAD 83(2011) Z  -  4,642,365.299 (meters)                     COMP
 DM8087  LAPLACE CORR    -         -1.15  (seconds)                    DEFLEC18
 DM8087  DYNAMIC HEIGHT  -        382.578 (meters)     1255.17  (feet) COMP
 DM8087  MODELED GRAVITY -    980,667.6   (mgal)                       NAVD 88
 DM8087
 DM8087  VERT ORDER      -  SECOND    CLASS I
 DM8087
 DM8087  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DM8087  Standards:
 DM8087         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DM8087            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DM8087  -------------------------------------------------------------------
 DM8087  NETWORK    0.35   0.45           0.16   0.12   0.23      0.00542022
 DM8087  -------------------------------------------------------------------
 DM8087  Click here for local accuracies and other accuracy information.
 DM8087
 DM8087.The horizontal coordinates were established by GPS observations
 DM8087.and adjusted by the National Geodetic Survey in June 2012.
 DM8087
 DM8087.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DM8087.been affixed to the stable North American tectonic plate. See 
 DM8087.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DM8087
 DM8087.The horizontal coordinates are valid at the epoch date displayed above
 DM8087.which is a decimal equivalence of Year/Month/Day.
 DM8087
 DM8087.The orthometric height was determined by differential leveling and
 DM8087.adjusted by the NATIONAL GEODETIC SURVEY
 DM8087.in April 2021.
 DM8087
 DM8087.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM8087.GEOID18 height accuracy estimate available here.
 DM8087
 DM8087.Click photographs - Photos may exist for this station.
 DM8087
 DM8087.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DM8087
 DM8087.The Laplace correction was computed from DEFLEC18 derived deflections.
 DM8087
 DM8087.The ellipsoidal height was determined by GPS observations
 DM8087.and is referenced to NAD 83.
 DM8087
 DM8087.The dynamic height is computed by dividing the NAVD 88
 DM8087.geopotential number by the normal gravity value computed on the
 DM8087.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM8087.degrees latitude (g = 980.6199 gals.).
 DM8087
 DM8087.The modeled gravity was interpolated from observed gravity values.
 DM8087
 DM8087. The following values were computed from the NAD 83(2011) position.
 DM8087
 DM8087;                    North         East     Units Scale Factor Converg.
 DM8087;SPC MN C     -   323,270.861   875,171.680   MT  0.99999037   +0 42 54.2
 DM8087;SPC MN C     - 1,060,597.82  2,871,292.42   sFT  0.99999037   +0 42 54.2
 DM8087;UTM  15      - 5,205,698.618   480,120.320   MT  0.99960486   -0 11 28.6
 DM8087
 DM8087!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DM8087!SPC MN C     -   0.99994461  x   0.99999037  =   0.99993498
 DM8087!UTM  15      -   0.99994461  x   0.99960486  =   0.99954949
 DM8087
 DM8087:                Primary Azimuth Mark                     Grid Az
 DM8087:SPC MN C     -  0112 Y RESET                             215 09 09.4
 DM8087:UTM  15      -  0112 Y RESET                             216 03 32.2
 DM8087
 DM8087_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVN8012005698(NAD 83)
 DM8087
 DM8087|---------------------------------------------------------------------|
 DM8087| PID    Reference Object                     Distance      Geod. Az  |
 DM8087|                                                           dddmmss.s |
 DM8087| DM8268 OBSON                                90.441 METERS 08901     |
 DM8087| DM8086 0112 Y RESET                        APPROX. 1.6 KM 2155203.6 |
 DM8087|---------------------------------------------------------------------|
 DM8087
 DM8087                          SUPERSEDED SURVEY CONTROL
 DM8087
 DM8087  NAD 83(2007)-  47 00 16.24057(N)    093 15 41.43258(W) AD(2002.00) 1
 DM8087  ELLIP H (06/13/11)  353.430  (m)                       GP(2002.00) 4 1
 DM8087  NAVD 88 (06/14/12)  382.552  (m)         1255.09   (f) SUPERSEDED  2 1
 DM8087  NAVD 88             382.55   (m)         1255.1    (f) LEVELING    3  
 DM8087
 DM8087.Superseded values are not recommended for survey control.
 DM8087
 DM8087.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DM8087.See file dsdata.pdf to determine how the superseded data were derived.
 DM8087
 DM8087_MARKER: I = METAL ROD
 DM8087_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DM8087_STAMPING: 0112 Z RESET 2009
 DM8087_MARK LOGO: MNDT
 DM8087_PROJECTION: RECESSED 10 CENTIMETERS
 DM8087_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DM8087_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DM8087_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DM8087+SATELLITE: SATELLITE OBSERVATIONS - July 05, 2023
 DM8087_ROD/PIPE-DEPTH: 6.1 meters
 DM8087
 DM8087  HISTORY     - Date     Condition        Report By
 DM8087  HISTORY     - 20091027 MONUMENTED       MNDT
 DM8087  HISTORY     - 20170612 GOOD             MNDT
 DM8087  HISTORY     - 20200121 GOOD             MNDT
 DM8087  HISTORY     - 20230705 GOOD             MNDT
 DM8087
 DM8087                          STATION DESCRIPTION
 DM8087
 DM8087'DESCRIBED BY MN DEPT OF TRANSP 2009
 DM8087'THE MARK IS IN JACOBSON, AT TRUNK HIGHWAY 65 MILEPOINT 147.15, AT
 DM8087'TRUNK HIGHWAY 200 EAST, 165 FEET WEST-NORTHWEST OF TRUNK HIGHWAY 65,
 DM8087'87 FEET NORTH OF COUNTY ROAD 70, 5.7 FEET SOUTH OF WOOD POLE, 1.3 FEET
 DM8087'SOUTH OF WITNESS POST.
 DM8087
 DM8087                          STATION RECOVERY (2017)
 DM8087
 DM8087'RECOVERY NOTE BY MN DEPT OF TRANSP 2017 (KMS)
 DM8087'RECOVERED AS DESCRIBED.
 DM8087'
 DM8087'NOTE-THE STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM ROD
 DM8087'DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION REMOVABLE DISK
 DM8087'SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH PVC
 DM8087'PIPE BACK FILLED WITH WASHED SAND.
 DM8087
 DM8087                          STATION RECOVERY (2020)
 DM8087
 DM8087'RECOVERY NOTE BY MN DEPT OF TRANSP 2020 (KMS)
 DM8087'RECOVERED IN GOOD CONDITION.
 DM8087
 DM8087                          STATION RECOVERY (2023)
 DM8087
 DM8087'RECOVERY NOTE BY MN DEPT OF TRANSP 2023 (KMS)
 DM8087'THE MARK IS LOCATED ABOUT 6.5 MI (10.5 KM) SOUTH-SOUTHWEST OF SWAN
 DM8087'RIVER, 3.5 MI (5.6 KM) NORTH OF BALL BLUFF AND IN THE TOWN OF
 DM8087'JACOBSON, MN.
 DM8087'
 DM8087'THE MARK WAS LOCATED ABOUT IN JACOBSON, AT THE NORTH JUNCTION OF TRUNK
 DM8087'HIGHWAY 65 AND TRUNK HIGHWAY 200 IN JACOBSON, AT TRUNK HIGHWAY 65 MILE
 DM8087'POINT 147.15.
 DM8087'
 DM8087'IT IS 165.0 FT (50.3 M) WEST-NORTHWEST OF TRUNK HIGHWAY 65, 87.0 FT
 DM8087'(26.5 M) NORTH OF COUNTY ROAD 70 (198TH AVENUE), 5.7 FT (1.7 M) SOUTH
 DM8087'OF A POWER POLE WITH A GUY WIRE AND 1.3 FT (0.4 M) SOUTH OF A WITNESS
 DM8087'POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DO1204 ***********************************************************************
 DO1204  DESIGNATION -  0114 A
 DO1204  PID         -  DO1204
 DO1204  STATE/COUNTY-  MN/AITKIN
 DO1204  COUNTRY     -  US
 DO1204  USGS QUAD   -  GIESE (2019)
 DO1204
 DO1204                         *CURRENT SURVEY CONTROL
 DO1204  ______________________________________________________________________
 DO1204* NAD 83(1986) POSITION- 46 12 58.     (N) 093 04 01.     (W)   SCALED
 DO1204* NAVD 88 ORTHO HEIGHT -   345.327 (meters)     1132.96  (feet) ADJUSTED
 DO1204  ______________________________________________________________________
 DO1204  GEOID HEIGHT    -        -27.639 (meters)                     GEOID18
 DO1204  DYNAMIC HEIGHT  -        345.334 (meters)     1132.98  (feet) COMP
 DO1204  MODELED GRAVITY -    980,625.2   (mgal)                       NAVD 88
 DO1204
 DO1204  VERT ORDER      -  SECOND    CLASS I
 DO1204
 DO1204.The horizontal coordinates were scaled from a map and have
 DO1204.an estimated accuracy of +/- 6 seconds.
 DO1204
 DO1204.The orthometric height was determined by differential leveling and
 DO1204.adjusted by the NATIONAL GEODETIC SURVEY
 DO1204.in November 2013.
 DO1204
 DO1204.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO1204.GEOID18 height accuracy estimate available here.
 DO1204
 DO1204.Click photographs - Photos may exist for this station.
 DO1204
 DO1204.The dynamic height is computed by dividing the NAVD 88
 DO1204.geopotential number by the normal gravity value computed on the
 DO1204.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO1204.degrees latitude (g = 980.6199 gals.).
 DO1204
 DO1204.The modeled gravity was interpolated from observed gravity values.
 DO1204
 DO1204;                    North         East    Units  Estimated Accuracy
 DO1204;SPC MN C     -   235,850.      891,280.      MT  (+/- 180 meters Scaled)
 DO1204
 DO1204_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVM948180(NAD 83)
 DO1204
 DO1204                          SUPERSEDED SURVEY CONTROL
 DO1204
 DO1204.No superseded survey control is available for this station.
 DO1204
 DO1204_MARKER: DD = SURVEY DISK
 DO1204_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DO1204_STAMPING: 0114 A 2007
 DO1204_MARK LOGO: MNDT
 DO1204_PROJECTION: FLUSH
 DO1204_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DO1204_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DO1204_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DO1204+SATELLITE: SATELLITE OBSERVATIONS - August 04, 2020
 DO1204_ROD/PIPE-DEPTH: 15.2 meters
 DO1204
 DO1204  HISTORY     - Date     Condition        Report By
 DO1204  HISTORY     - 2007     MONUMENTED       MNDT
 DO1204  HISTORY     - 20200804 GOOD             MNDT
 DO1204
 DO1204                          STATION DESCRIPTION
 DO1204
 DO1204'DESCRIBED BY MN DEPT OF TRANSP 2007
 DO1204'THE STATION IS LOCATED ABOUT 8.1 MI (13.0 KM) SOUTH-SOUTHEAST OF
 DO1204'SOLANA, 7.3 MI (11.7 KM) WEST OF FINLAYSON AND 2.4 MI (3.9 KM) EAST OF
 DO1204'GIESE.
 DO1204'
 DO1204'THE MARK IS 2.35 MI (3.8 KM) EAST OF GIESE, 2.35 MI (3.8 KM) EAST
 DO1204'ALONG TRUNK HIGHWAY 18 FROM THE JUNCTION OF TRUNK HIGHWAY 18 AND
 DO1204'COUNTY ROAD 23 IN GIESE, AT TRUNK HIGHWAY 18 MILE POINT 68.15.
 DO1204'
 DO1204'IT IS 38.0 FT (11.6 M) NORTH OF TRUNK HIGHWAY 18, 9.0 FT (2.7 M) EAST
 DO1204'OF TRAIL, 2.5 FT (0.8 M) SOUTH OF A WITNESS POST.
 DO1204
 DO1204                          STATION RECOVERY (2020)
 DO1204
 DO1204'RECOVERY NOTE BY MN DEPT OF TRANSP 2020 (KMS)
 DO1204'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DO1203 ***********************************************************************
 DO1203  DESIGNATION -  0114 B
 DO1203  PID         -  DO1203
 DO1203  STATE/COUNTY-  MN/AITKIN
 DO1203  COUNTRY     -  US
 DO1203  USGS QUAD   -  GIESE (2019)
 DO1203
 DO1203                         *CURRENT SURVEY CONTROL
 DO1203  ______________________________________________________________________
 DO1203* NAD 83(1986) POSITION- 46 12 58.     (N) 093 05 11.     (W)   SCALED
 DO1203* NAVD 88 ORTHO HEIGHT -   367.344 (meters)     1205.19  (feet) ADJUSTED
 DO1203  ______________________________________________________________________
 DO1203  GEOID HEIGHT    -        -27.625 (meters)                     GEOID18
 DO1203  DYNAMIC HEIGHT  -        367.352 (meters)     1205.22  (feet) COMP
 DO1203  MODELED GRAVITY -    980,625.3   (mgal)                       NAVD 88
 DO1203
 DO1203  VERT ORDER      -  SECOND    CLASS I
 DO1203
 DO1203.The horizontal coordinates were scaled from a map and have
 DO1203.an estimated accuracy of +/- 6 seconds.
 DO1203
 DO1203.The orthometric height was determined by differential leveling and
 DO1203.adjusted by the NATIONAL GEODETIC SURVEY
 DO1203.in November 2013.
 DO1203
 DO1203.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO1203.GEOID18 height accuracy estimate available here.
 DO1203
 DO1203.Click photographs - Photos may exist for this station.
 DO1203
 DO1203.The dynamic height is computed by dividing the NAVD 88
 DO1203.geopotential number by the normal gravity value computed on the
 DO1203.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO1203.degrees latitude (g = 980.6199 gals.).
 DO1203
 DO1203.The modeled gravity was interpolated from observed gravity values.
 DO1203
 DO1203;                    North         East    Units  Estimated Accuracy
 DO1203;SPC MN C     -   235,830.      889,780.      MT  (+/- 180 meters Scaled)
 DO1203
 DO1203_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVM933180(NAD 83)
 DO1203
 DO1203                          SUPERSEDED SURVEY CONTROL
 DO1203
 DO1203.No superseded survey control is available for this station.
 DO1203
 DO1203_MARKER: DD = SURVEY DISK
 DO1203_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DO1203_STAMPING: 0114 B 2007
 DO1203_MARK LOGO: MNDT
 DO1203_PROJECTION: FLUSH
 DO1203_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DO1203_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DO1203_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DO1203+SATELLITE: SATELLITE OBSERVATIONS - 2007
 DO1203_ROD/PIPE-DEPTH: 7.6 meters
 DO1203
 DO1203  HISTORY     - Date     Condition        Report By
 DO1203  HISTORY     - 2007     MONUMENTED       MNDT
 DO1203
 DO1203                          STATION DESCRIPTION
 DO1203
 DO1203'DESCRIBED BY MN DEPT OF TRANSP 2007
 DO1203'THE STATION IS LOCATED ABOUT 8.2 MI (13.2 KM) WEST OF FINLAYSON, 7.7
 DO1203'MI (12.4 KM) SOUTH-SOUTHEAST OF SOLANA AND 1.4 MI (2.3 KM) EAST OF
 DO1203'GIESE.
 DO1203'
 DO1203'THE MARK IS 1.4 MI (2.3 KM) EAST OF GIESE, 1.4 MI (2.3 KM) EAST ALONG
 DO1203'TRUNK HIGHWAY 18 FROM THE JUNCTION OF TRUNK HIGHWAY 18 AND COUNTY ROAD
 DO1203'23 IN GIESE, AT TRUNK HIGHWAY 18 MILE POINT 67.25.
 DO1203'
 DO1203'IT IS 74.6 FT (22.7 M) SOUTHWEST OF THE SOUTHWEST CORNER OF WAGNER
 DO1203'TOWN HALL, 74.0 FT (22.6 M) WEST OF ENTRANCE TO WAGNER TOWN HALL, 44.0
 DO1203'FT (13.4 M) NORTH OF TRUNK HIGHWAY 18, 2.4 FT (0.7 M) EAST OF A
 DO1203'WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DO1202 ***********************************************************************
 DO1202  DESIGNATION -  0114 C
 DO1202  PID         -  DO1202
 DO1202  STATE/COUNTY-  MN/AITKIN
 DO1202  COUNTRY     -  US
 DO1202  USGS QUAD   -  GIESE (2019)
 DO1202
 DO1202                         *CURRENT SURVEY CONTROL
 DO1202  ______________________________________________________________________
 DO1202* NAD 83(1986) POSITION- 46 12 58.60   (N) 093 05 44.51   (W)   HD_HELD1
 DO1202* NAVD 88 ORTHO HEIGHT -   378.774 (meters)     1242.69  (feet) ADJUSTED
 DO1202  ______________________________________________________________________
 DO1202  GEOID HEIGHT    -        -27.619 (meters)                     GEOID18
 DO1202  DYNAMIC HEIGHT  -        378.783 (meters)     1242.72  (feet) COMP
 DO1202  MODELED GRAVITY -    980,625.4   (mgal)                       NAVD 88
 DO1202
 DO1202  VERT ORDER      -  SECOND    CLASS I
 DO1202
 DO1202.The horizontal coordinates were determined by differentially corrected
 DO1202.hand held GPS observations or other comparable positioning techniques
 DO1202.and have an estimated accuracy of +/- 3 meters.
 DO1202
 DO1202.The orthometric height was determined by differential leveling and
 DO1202.adjusted by the NATIONAL GEODETIC SURVEY
 DO1202.in November 2013.
 DO1202
 DO1202.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO1202.GEOID18 height accuracy estimate available here.
 DO1202
 DO1202.Click photographs - Photos may exist for this station.
 DO1202
 DO1202.The dynamic height is computed by dividing the NAVD 88
 DO1202.geopotential number by the normal gravity value computed on the
 DO1202.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO1202.degrees latitude (g = 980.6199 gals.).
 DO1202
 DO1202.The modeled gravity was interpolated from observed gravity values.
 DO1202
 DO1202;                    North         East    Units  Estimated Accuracy
 DO1202;SPC MN C     -   235,833.3     889,057.2     MT  (+/- 3 meters HH1 GPS) 
 DO1202
 DO1202_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVM9261818082(NAD 83)
 DO1202
 DO1202                          SUPERSEDED SURVEY CONTROL
 DO1202
 DO1202.No superseded survey control is available for this station.
 DO1202
 DO1202_MARKER: DD = SURVEY DISK
 DO1202_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DO1202_STAMPING: 0114 C 2007
 DO1202_MARK LOGO: MNDT
 DO1202_PROJECTION: FLUSH
 DO1202_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DO1202_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DO1202_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DO1202+SATELLITE: SATELLITE OBSERVATIONS - January 06, 2020
 DO1202_ROD/PIPE-DEPTH: 6.1 meters
 DO1202
 DO1202  HISTORY     - Date     Condition        Report By
 DO1202  HISTORY     - 2007     MONUMENTED       MNDT
 DO1202  HISTORY     - 20200106 GOOD             MNDT
 DO1202
 DO1202                          STATION DESCRIPTION
 DO1202
 DO1202'DESCRIBED BY MN DEPT OF TRANSP 2007
 DO1202'THE STATION IS LOCATED ABOUT 8.6 MI (13.8 KM) EAST OF MCGRATH, 7.5 MI
 DO1202'(12.1 KM) SOUTH-SOUTHEAST OF SOLANA AND 1.0 MI (1.6 KM) EAST OF GIESE.
 DO1202'THE MARK IS 1.0 MI (1.6 KM) EAST OF GIESE, 1.0 MI (1.6 KM) EAST ALONG
 DO1202'TRUNK HIGHWAY 18 FROM THE JUNCTION OF TRUNK HIGHWAY 18 AND COUNTY ROAD
 DO1202'23 IN GIESE, AT TRUNK HIGHWAY 18 MILE POINT 66.8.
 DO1202'
 DO1202'IT IS 48.0 FT (14.6 M) NORTH OF TRUNK HIGHWAY 18, 27.0 FT (8.2 M) WEST
 DO1202'OF 120TH PLACE, 27.0 FT (8.2 M) SOUTH OF CABLE BOX, 2.0 FT (0.6 M)
 DO1202'EAST OF A WITNESS POST.
 DO1202
 DO1202                          STATION RECOVERY (2020)
 DO1202
 DO1202'RECOVERY NOTE BY MN DEPT OF TRANSP 2020 (KMS)
 DO1202'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DO1201 ***********************************************************************
 DO1201  DESIGNATION -  0114 D
 DO1201  PID         -  DO1201
 DO1201  STATE/COUNTY-  MN/AITKIN
 DO1201  COUNTRY     -  US
 DO1201  USGS QUAD   -  GIESE (2019)
 DO1201
 DO1201                         *CURRENT SURVEY CONTROL
 DO1201  ______________________________________________________________________
 DO1201* NAD 83(1986) POSITION- 46 12 57.     (N) 093 06 59.     (W)   SCALED
 DO1201* NAVD 88 ORTHO HEIGHT -   388.733 (meters)     1275.37  (feet) ADJUSTED
 DO1201  ______________________________________________________________________
 DO1201  GEOID HEIGHT    -        -27.605 (meters)                     GEOID18
 DO1201  DYNAMIC HEIGHT  -        388.742 (meters)     1275.40  (feet) COMP
 DO1201  MODELED GRAVITY -    980,626.0   (mgal)                       NAVD 88
 DO1201
 DO1201  VERT ORDER      -  SECOND    CLASS I
 DO1201
 DO1201.The horizontal coordinates were scaled from a map and have
 DO1201.an estimated accuracy of +/- 6 seconds.
 DO1201
 DO1201.The orthometric height was determined by differential leveling and
 DO1201.adjusted by the NATIONAL GEODETIC SURVEY
 DO1201.in November 2013.
 DO1201
 DO1201.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO1201.GEOID18 height accuracy estimate available here.
 DO1201
 DO1201.Click photographs - Photos may exist for this station.
 DO1201
 DO1201.The dynamic height is computed by dividing the NAVD 88
 DO1201.geopotential number by the normal gravity value computed on the
 DO1201.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO1201.degrees latitude (g = 980.6199 gals.).
 DO1201
 DO1201.The modeled gravity was interpolated from observed gravity values.
 DO1201
 DO1201;                    North         East    Units  Estimated Accuracy
 DO1201;SPC MN C     -   235,760.      887,460.      MT  (+/- 180 meters Scaled)
 DO1201
 DO1201_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVM910180(NAD 83)
 DO1201
 DO1201                          SUPERSEDED SURVEY CONTROL
 DO1201
 DO1201.No superseded survey control is available for this station.
 DO1201
 DO1201_MARKER: DD = SURVEY DISK
 DO1201_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DO1201_STAMPING: 0114 D 2007
 DO1201_MARK LOGO: MNDT
 DO1201_PROJECTION: FLUSH
 DO1201_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DO1201_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DO1201_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DO1201+SATELLITE: SATELLITE OBSERVATIONS - 2007
 DO1201_ROD/PIPE-DEPTH: 7.6 meters
 DO1201
 DO1201  HISTORY     - Date     Condition        Report By
 DO1201  HISTORY     - 2007     MONUMENTED       MNDT
 DO1201
 DO1201                          STATION DESCRIPTION
 DO1201
 DO1201'DESCRIBED BY MN DEPT OF TRANSP 2007
 DO1201'THE STATION IS LOCATED ABOUT 7.7 MI (12.4 KM) EAST-SOUTHEAST OF
 DO1201'MCGRATH, 7.3 MI (11.7 KM) SOUTH-SOUTHEAST OF SOLANA AND IN THE TOWN OF
 DO1201'GIESE, MN.
 DO1201'
 DO1201'THE MARK IS IN GIESE, AT THE JUNCTION OF TRUNK HIGHWAY 18 AND COUNTY
 DO1201'ROAD 23, AT TRUNK HIGHWAY 18 MILE POINT 65.8.
 DO1201'
 DO1201'IT IS 45.7 FT (13.9 M) SOUTH OF TRUNK HIGHWAY 18, 35.0 FT (10.7 M)
 DO1201'WEST OF COUNTY ROAD 23, 2.2 FT (0.7 M) WEST OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DO1199 ***********************************************************************
 DO1199  DESIGNATION -  0114 E
 DO1199  PID         -  DO1199
 DO1199  STATE/COUNTY-  MN/AITKIN
 DO1199  COUNTRY     -  US
 DO1199  USGS QUAD   -  KROSCHEL NW (2019)
 DO1199
 DO1199                         *CURRENT SURVEY CONTROL
 DO1199  ______________________________________________________________________
 DO1199* NAD 83(1986) POSITION- 46 12 57.     (N) 093 08 14.     (W)   SCALED
 DO1199* NAVD 88 ORTHO HEIGHT -   389.252 (meters)     1277.07  (feet) ADJUSTED
 DO1199  ______________________________________________________________________
 DO1199  GEOID HEIGHT    -        -27.593 (meters)                     GEOID18
 DO1199  DYNAMIC HEIGHT  -        389.262 (meters)     1277.10  (feet) COMP
 DO1199  MODELED GRAVITY -    980,627.0   (mgal)                       NAVD 88
 DO1199
 DO1199  VERT ORDER      -  SECOND    CLASS I
 DO1199
 DO1199.The horizontal coordinates were scaled from a map and have
 DO1199.an estimated accuracy of +/- 6 seconds.
 DO1199
 DO1199.The orthometric height was determined by differential leveling and
 DO1199.adjusted by the NATIONAL GEODETIC SURVEY
 DO1199.in November 2013.
 DO1199
 DO1199.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO1199.GEOID18 height accuracy estimate available here.
 DO1199
 DO1199.Click photographs - Photos may exist for this station.
 DO1199
 DO1199.The dynamic height is computed by dividing the NAVD 88
 DO1199.geopotential number by the normal gravity value computed on the
 DO1199.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO1199.degrees latitude (g = 980.6199 gals.).
 DO1199
 DO1199.The modeled gravity was interpolated from observed gravity values.
 DO1199
 DO1199;                    North         East    Units  Estimated Accuracy
 DO1199;SPC MN C     -   235,740.      885,850.      MT  (+/- 180 meters Scaled)
 DO1199
 DO1199_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVM894180(NAD 83)
 DO1199
 DO1199                          SUPERSEDED SURVEY CONTROL
 DO1199
 DO1199.No superseded survey control is available for this station.
 DO1199
 DO1199_MARKER: DD = SURVEY DISK
 DO1199_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DO1199_STAMPING: 0114 E 2007
 DO1199_MARK LOGO: MNDT
 DO1199_PROJECTION: FLUSH
 DO1199_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DO1199_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DO1199_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DO1199+SATELLITE: SATELLITE OBSERVATIONS - 2007
 DO1199_ROD/PIPE-DEPTH: 9.1 meters
 DO1199
 DO1199  HISTORY     - Date     Condition        Report By
 DO1199  HISTORY     - 2007     MONUMENTED       MNDT
 DO1199
 DO1199                          STATION DESCRIPTION
 DO1199
 DO1199'DESCRIBED BY MN DEPT OF TRANSP 2007
 DO1199'THE STATION IS LOCATED ABOUT 7.1 MI (11.4 KM) SOUTH OF SOLANA, 6.7 MI
 DO1199'(10.8 KM) EAST-SOUTHEAST OF MCGRATH AND 1.0 MI (1.6 KM) WEST OF GIESE.
 DO1199'THE MARK IS 1.0 MI (1.6 KM) WEST OF GIESE, 1.0 MI (1.6 KM) WEST ALONG
 DO1199'TRUNK HIGHWAY 18 FROM THE JUNCTION OF TRUNK HGIHWAY 18 AND COUNTY ROAD
 DO1199'23 IN GIESE, AT TRUNK HIGHWAY 18 MILE POINT 64.80.
 DO1199'
 DO1199'IT IS 70.5 FT (21.5 M) SOUTH OF TRUNK HIGHWAY 18, 16.5 FT (5.0 M) EAST
 DO1199'OF 140TH PLACE, 8.0 FT (2.4 M) SOUTHWEST OF CABLE BOX NUMBER D74LP3,
 DO1199'5.5 FT (1.7 M) WEST OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DO1198 ***********************************************************************
 DO1198  DESIGNATION -  0114 F
 DO1198  PID         -  DO1198
 DO1198  STATE/COUNTY-  MN/AITKIN
 DO1198  COUNTRY     -  US
 DO1198  USGS QUAD   -  KROSCHEL NW (2019)
 DO1198
 DO1198                         *CURRENT SURVEY CONTROL
 DO1198  ______________________________________________________________________
 DO1198* NAD 83(1986) POSITION- 46 12 58.     (N) 093 09 28.     (W)   SCALED
 DO1198* NAVD 88 ORTHO HEIGHT -   391.750 (meters)     1285.27  (feet) ADJUSTED
 DO1198  ______________________________________________________________________
 DO1198  GEOID HEIGHT    -        -27.581 (meters)                     GEOID18
 DO1198  DYNAMIC HEIGHT  -        391.760 (meters)     1285.30  (feet) COMP
 DO1198  MODELED GRAVITY -    980,628.3   (mgal)                       NAVD 88
 DO1198
 DO1198  VERT ORDER      -  SECOND    CLASS I
 DO1198
 DO1198.The horizontal coordinates were scaled from a map and have
 DO1198.an estimated accuracy of +/- 6 seconds.
 DO1198
 DO1198.The orthometric height was determined by differential leveling and
 DO1198.adjusted by the NATIONAL GEODETIC SURVEY
 DO1198.in November 2013.
 DO1198
 DO1198.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO1198.GEOID18 height accuracy estimate available here.
 DO1198
 DO1198.Click photographs - Photos may exist for this station.
 DO1198
 DO1198.The dynamic height is computed by dividing the NAVD 88
 DO1198.geopotential number by the normal gravity value computed on the
 DO1198.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO1198.degrees latitude (g = 980.6199 gals.).
 DO1198
 DO1198.The modeled gravity was interpolated from observed gravity values.
 DO1198
 DO1198;                    North         East    Units  Estimated Accuracy
 DO1198;SPC MN C     -   235,750.      884,270.      MT  (+/- 180 meters Scaled)
 DO1198
 DO1198_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVM878180(NAD 83)
 DO1198
 DO1198                          SUPERSEDED SURVEY CONTROL
 DO1198
 DO1198.No superseded survey control is available for this station.
 DO1198
 DO1198_MARKER: DD = SURVEY DISK
 DO1198_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DO1198_STAMPING: 0114 F 2007
 DO1198_MARK LOGO: MNDT
 DO1198_PROJECTION: PROJECTING 3 CENTIMETERS
 DO1198_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DO1198_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DO1198_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DO1198+SATELLITE: SATELLITE OBSERVATIONS - 2007
 DO1198_ROD/PIPE-DEPTH: 12.2 meters
 DO1198
 DO1198  HISTORY     - Date     Condition        Report By
 DO1198  HISTORY     - 2007     MONUMENTED       MNDT
 DO1198
 DO1198                          STATION DESCRIPTION
 DO1198
 DO1198'DESCRIBED BY MN DEPT OF TRANSP 2007
 DO1198'THE STATION IS LOCATED ABOUT 7.0 MI (11.3 KM) SOUTH OF SOLANA, 5.7 MI
 DO1198'(9.2 KM) EAST-SOUTHEAST OF MCGRATH AND 2.0 MI (3.2 KM) WEST OF GIESE.
 DO1198'
 DO1198'THE MARK IS 2.0 MI (3.2 KM) WEST OF GIESE, 2.0 MI (3.2 KM) WEST ALONG
 DO1198'TRUNK HIGHWAY 18 FROM THE JUNCTION OF TRUNK HIGHWAY 18 AND COUNTY ROAD
 DO1198'23 IN GIESE, AT TRUNK HIGHWAY 18 MILE POINT 63.80.
 DO1198'
 DO1198'IT IS 62.5 FT (19.1 M) WEST OF ENTRANCE, 55.0 FT (16.8 M) NORTHEAST OF
 DO1198'POWER POLE, 46.0 FT (14.0 M) EAST OF 150TH PLACE, 43.5 FT (13.3 M)
 DO1198'SOUTH OF TRUNK HIGHWAY 18, 32.5 FT (9.9 M) NORTHEAST OF THE NORTHEAST
 DO1198'CORNER OF CABLE BOX NUMBER D81, 2.6 FT (0.8 M) NORTH OF A WITNESS
 DO1198'POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DO1196 ***********************************************************************
 DO1196  DESIGNATION -  0114 H
 DO1196  PID         -  DO1196
 DO1196  STATE/COUNTY-  MN/AITKIN
 DO1196  COUNTRY     -  US
 DO1196  USGS QUAD   -  KROSCHEL NW (2019)
 DO1196
 DO1196                         *CURRENT SURVEY CONTROL
 DO1196  ______________________________________________________________________
 DO1196* NAD 83(1986) POSITION- 46 13 01.08   (N) 093 14 25.89   (W)   HD_HELD1
 DO1196* NAVD 88 ORTHO HEIGHT -   371.666 (meters)     1219.37  (feet) ADJUSTED
 DO1196  ______________________________________________________________________
 DO1196  GEOID HEIGHT    -        -27.541 (meters)                     GEOID18
 DO1196  DYNAMIC HEIGHT  -        371.678 (meters)     1219.41  (feet) COMP
 DO1196  MODELED GRAVITY -    980,634.1   (mgal)                       NAVD 88
 DO1196
 DO1196  VERT ORDER      -  SECOND    CLASS I
 DO1196
 DO1196.The horizontal coordinates were determined by differentially corrected
 DO1196.hand held GPS observations or other comparable positioning techniques
 DO1196.and have an estimated accuracy of +/- 3 meters.
 DO1196
 DO1196.The orthometric height was determined by differential leveling and
 DO1196.adjusted by the NATIONAL GEODETIC SURVEY
 DO1196.in November 2013.
 DO1196
 DO1196.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO1196.GEOID18 height accuracy estimate available here.
 DO1196
 DO1196.Click photographs - Photos may exist for this station.
 DO1196
 DO1196.The dynamic height is computed by dividing the NAVD 88
 DO1196.geopotential number by the normal gravity value computed on the
 DO1196.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO1196.degrees latitude (g = 980.6199 gals.).
 DO1196
 DO1196.The modeled gravity was interpolated from observed gravity values.
 DO1196
 DO1196;                    North         East    Units  Estimated Accuracy
 DO1196;SPC MN C     -   235,757.2     877,883.0     MT  (+/- 3 meters HH1 GPS) 
 DO1196
 DO1196_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVM8144818182(NAD 83)
 DO1196
 DO1196                          SUPERSEDED SURVEY CONTROL
 DO1196
 DO1196.No superseded survey control is available for this station.
 DO1196
 DO1196_MARKER: DB = BENCH MARK DISK
 DO1196_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DO1196_SP_SET: BRIDGE ABUTMENT
 DO1196_STAMPING: 0114 H 2006
 DO1196_MARK LOGO: MNHD
 DO1196_MAGNETIC: N = NO MAGNETIC MATERIAL
 DO1196_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DO1196_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DO1196+SATELLITE: SATELLITE OBSERVATIONS - September 20, 2016
 DO1196
 DO1196  HISTORY     - Date     Condition        Report By
 DO1196  HISTORY     - 1955     MONUMENTED       MNHD
 DO1196  HISTORY     - 20061220 GOOD             MNDT
 DO1196  HISTORY     - 20160920 GOOD             MNDT
 DO1196
 DO1196                          STATION DESCRIPTION
 DO1196
 DO1196'DESCRIBED BY MN DEPT OF TRANSP 2006 (MAS)
 DO1196'THE STATION IS LOCATED ABOUT 8.1 MI (13.0 KM) SOUTH-SOUTHWEST OF
 DO1196'SOLANA, 6.0 MI (9.7 KM) WEST OF GIESE AND 2.2 MI (3.5 KM) SOUTHEAST OF
 DO1196'MCGRATH.
 DO1196'
 DO1196'THE MARK IS 2.2 MI (3.5 KM) SOUTHEAST OF MCGRATH IN ABUTMENT IN
 DO1196'SOUTHEAST CORNER OF TRUNK HIGHWAY 18 BRIDGE OVER SNAKE RIVER (BRIDGE
 DO1196'PLATE IS COVERED BY GUARDRAIL), 2.0 MI (3.2 KM) EAST ALONG TRUNK
 DO1196'HIGHWAY 18 FROM THE JUNCTION OF TRUNK HIGHWAY 18 AND TRUNK HIGHWAY 65,
 DO1196'AT TRUNK HIGHWAY 18 MILE POINT 59.8.
 DO1196'
 DO1196'IT IS 17.3 FT (5.3 M) SOUTH OF TRUNK HIGHWAY 18.
 DO1196'
 DO1196'NOTE-DISK SET IN BRIDGE WHEN BUILT IN 1955 THEN STAMPED WHEN LEVELED
 DO1196'TO IN 2006.
 DO1196
 DO1196                          STATION RECOVERY (2016)
 DO1196
 DO1196'RECOVERY NOTE BY MN DEPT OF TRANSP 2016 (KMS)
 DO1196'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DO1195 ***********************************************************************
 DO1195  DESIGNATION -  0114 J
 DO1195  PID         -  DO1195
 DO1195  STATE/COUNTY-  MN/AITKIN
 DO1195  COUNTRY     -  US
 DO1195  USGS QUAD   -  MCGRATH (2019)
 DO1195
 DO1195                         *CURRENT SURVEY CONTROL
 DO1195  ______________________________________________________________________
 DO1195* NAD 83(1986) POSITION- 46 13 00.94   (N) 093 15 42.88   (W)   HD_HELD1
 DO1195* NAVD 88 ORTHO HEIGHT -   385.988 (meters)     1266.36  (feet) ADJUSTED
 DO1195  ______________________________________________________________________
 DO1195  GEOID HEIGHT    -        -27.528 (meters)                     GEOID18
 DO1195  DYNAMIC HEIGHT  -        386.000 (meters)     1266.40  (feet) COMP
 DO1195  MODELED GRAVITY -    980,634.4   (mgal)                       NAVD 88
 DO1195
 DO1195  VERT ORDER      -  SECOND    CLASS I
 DO1195
 DO1195.The horizontal coordinates were determined by differentially corrected
 DO1195.hand held GPS observations or other comparable positioning techniques
 DO1195.and have an estimated accuracy of +/- 3 meters.
 DO1195
 DO1195.The orthometric height was determined by differential leveling and
 DO1195.adjusted by the NATIONAL GEODETIC SURVEY
 DO1195.in November 2013.
 DO1195
 DO1195.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO1195.GEOID18 height accuracy estimate available here.
 DO1195
 DO1195.Click photographs - Photos may exist for this station.
 DO1195
 DO1195.The dynamic height is computed by dividing the NAVD 88
 DO1195.geopotential number by the normal gravity value computed on the
 DO1195.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO1195.degrees latitude (g = 980.6199 gals.).
 DO1195
 DO1195.The modeled gravity was interpolated from observed gravity values.
 DO1195
 DO1195;                    North         East    Units  Estimated Accuracy
 DO1195;SPC MN C     -   235,732.1     876,233.2     MT  (+/- 3 meters HH1 GPS) 
 DO1195
 DO1195_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVM7979918183(NAD 83)
 DO1195
 DO1195                          SUPERSEDED SURVEY CONTROL
 DO1195
 DO1195.No superseded survey control is available for this station.
 DO1195
 DO1195_MARKER: DD = SURVEY DISK
 DO1195_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DO1195_STAMPING: 0114 J 2007
 DO1195_MARK LOGO: MNDT
 DO1195_PROJECTION: FLUSH
 DO1195_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DO1195_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DO1195_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DO1195+SATELLITE: SATELLITE OBSERVATIONS - September 20, 2016
 DO1195_ROD/PIPE-DEPTH: 13.7 meters
 DO1195
 DO1195  HISTORY     - Date     Condition        Report By
 DO1195  HISTORY     - 2007     MONUMENTED       MNDT
 DO1195  HISTORY     - 20160920 GOOD             MNDT
 DO1195
 DO1195                          STATION DESCRIPTION
 DO1195
 DO1195'DESCRIBED BY MN DEPT OF TRANSP 2007
 DO1195'THE STATION IS LOCATED ABOUT 8.7 MI (14.0 KM) SOUTHWEST OF SOLANA, 7.0
 DO1195'MI (11.3 KM) WEST OF GIESE AND 1.7 MI (2.7 KM) SOUTH-SOUTHEAST OF
 DO1195'MCGRATH.
 DO1195'
 DO1195'THE MARK IS 1.7 MI (2.7 KM) SOUTHEAST OF MCGRATH, 1.0 MI (1.6 KM) EAST
 DO1195'ALONG TRUNK HIGHWAY 18 FROM THE JUNCTION OF TRUNK HIGHWAY 18 AND TRUNK
 DO1195'HIGHWAY 65, AT TRUNK HIGHWAY 18 MILE POINT 58.80.
 DO1195'
 DO1195'IT IS 56.3 FT (17.2 M) SOUTH OF TRUNK HIGHWAY 18, 21.5 FT (6.6 M) EAST
 DO1195'OF 200TH PLACE, 15.5 FT (4.7 M) NORTHWEST OF CABLE BOX NUMBER O1009,
 DO1195'2.0 FT (0.6 M) NORTH OF A WITNESS POST.
 DO1195
 DO1195                          STATION RECOVERY (2016)
 DO1195
 DO1195'RECOVERY NOTE BY MN DEPT OF TRANSP 2016 (KMS)
 DO1195'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DH8142 ***********************************************************************
 DH8142  DESIGNATION -  0115 A
 DH8142  PID         -  DH8142
 DH8142  STATE/COUNTY-  MN/AITKIN
 DH8142  COUNTRY     -  US
 DH8142  USGS QUAD   -  AITKIN (2019)
 DH8142
 DH8142                         *CURRENT SURVEY CONTROL
 DH8142  ______________________________________________________________________
 DH8142* NAD 83(2011) POSITION- 46 31 08.83906(N) 093 42 26.36867(W)   ADJUSTED
 DH8142* NAD 83(2011) ELLIP HT-   349.271 (meters)        (06/27/12)   ADJUSTED
 DH8142* NAD 83(2011) EPOCH   -  2010.00
 DH8142* NAVD 88 ORTHO HEIGHT -   377.117 (meters)     1237.26  (feet) ADJUSTED
 DH8142  ______________________________________________________________________
 DH8142  GEOID HEIGHT    -        -27.861 (meters)                     GEOID18
 DH8142  NAD 83(2011) X  -   -284,301.141 (meters)                     COMP
 DH8142  NAD 83(2011) Y  - -4,387,669.770 (meters)                     COMP
 DH8142  NAD 83(2011) Z  -  4,605,396.755 (meters)                     COMP
 DH8142  LAPLACE CORR    -         -0.88  (seconds)                    DEFLEC18
 DH8142  DYNAMIC HEIGHT  -        377.135 (meters)     1237.32  (feet) COMP
 DH8142  MODELED GRAVITY -    980,651.0   (mgal)                       NAVD 88
 DH8142
 DH8142  VERT ORDER      -  SECOND    CLASS I
 DH8142
 DH8142  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DH8142  Standards:
 DH8142         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DH8142            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DH8142  -------------------------------------------------------------------
 DH8142  NETWORK    0.37   0.51           0.17   0.12   0.26      0.09627076
 DH8142  -------------------------------------------------------------------
 DH8142  Click here for local accuracies and other accuracy information.
 DH8142
 DH8142.The horizontal coordinates were established by GPS observations
 DH8142.and adjusted by the National Geodetic Survey in June 2012.
 DH8142
 DH8142.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DH8142.been affixed to the stable North American tectonic plate. See 
 DH8142.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DH8142
 DH8142.The horizontal coordinates are valid at the epoch date displayed above
 DH8142.which is a decimal equivalence of Year/Month/Day.
 DH8142
 DH8142.The orthometric height was determined by differential leveling and
 DH8142.adjusted by the NATIONAL GEODETIC SURVEY
 DH8142.in April 2021.
 DH8142
 DH8142.Significant digits in the geoid height do not necessarily reflect accuracy.
 DH8142.GEOID18 height accuracy estimate available here.
 DH8142
 DH8142.Click photographs - Photos may exist for this station.
 DH8142
 DH8142.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH8142
 DH8142.The Laplace correction was computed from DEFLEC18 derived deflections.
 DH8142
 DH8142.The ellipsoidal height was determined by GPS observations
 DH8142.and is referenced to NAD 83.
 DH8142
 DH8142.The dynamic height is computed by dividing the NAVD 88
 DH8142.geopotential number by the normal gravity value computed on the
 DH8142.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH8142.degrees latitude (g = 980.6199 gals.).
 DH8142
 DH8142.The modeled gravity was interpolated from observed gravity values.
 DH8142
 DH8142. The following values were computed from the NAD 83(2011) position.
 DH8142
 DH8142;                    North         East     Units Scale Factor Converg.
 DH8142;SPC MN C     -   268,988.086   841,639.204   MT  0.99992718   +0 23 33.2
 DH8142;SPC MN C     -   882,505.08  2,761,277.96   sFT  0.99992718   +0 23 33.2
 DH8142;UTM  15      - 5,151,971.140   445,744.747   MT  0.99963618   -0 30 47.7
 DH8142
 DH8142!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH8142!SPC MN C     -   0.99994525  x   0.99992718  =   0.99987244
 DH8142!UTM  15      -   0.99994525  x   0.99963618  =   0.99958145
 DH8142
 DH8142:                Primary Azimuth Mark                     Grid Az
 DH8142:SPC MN C     -  0115 B                                   186 49 32.2
 DH8142:UTM  15      -  0115 B                                   187 43 53.1
 DH8142
 DH8142_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVM4574451971(NAD 83)
 DH8142
 DH8142|---------------------------------------------------------------------|
 DH8142| PID    Reference Object                     Distance      Geod. Az  |
 DH8142|                                                           dddmmss.s |
 DH8142| DH8143 0115 B                              APPROX. 1.5 KM 1871305.4 |
 DH8142|---------------------------------------------------------------------|
 DH8142
 DH8142                          SUPERSEDED SURVEY CONTROL
 DH8142
 DH8142  NAD 83(2007)-  46 31 08.83907(N)    093 42 26.36954(W) AD(2002.00) 1
 DH8142  ELLIP H (07/07/09)  349.302  (m)                       GP(2002.00) 3 2
 DH8142  NAD 83(1996)-  46 31 08.83879(N)    093 42 26.36897(W) AD(       ) 1
 DH8142  ELLIP H (12/20/05)  349.328  (m)                       GP(       ) 3 2
 DH8142  NAVD 88 (12/20/05)  377.1    (m)  GEOID03  model used  GPS OBS        
 DH8142
 DH8142.Superseded values are not recommended for survey control.
 DH8142
 DH8142.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH8142.See file dsdata.pdf to determine how the superseded data were derived.
 DH8142
 DH8142_MARKER: DD = SURVEY DISK
 DH8142_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DH8142_STAMPING: 0115 A 2005
 DH8142_MARK LOGO: MNDT
 DH8142_PROJECTION: RECESSED 8 CENTIMETERS
 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 - January 13, 2020
 DH8142_ROD/PIPE-DEPTH: 4.6 meters
 DH8142
 DH8142  HISTORY     - Date     Condition        Report By
 DH8142  HISTORY     - 2005     MONUMENTED       MNDT
 DH8142  HISTORY     - 20050810 GOOD             MNDT
 DH8142  HISTORY     - 20161006 GOOD             MNDT
 DH8142  HISTORY     - 20200113 GOOD             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
 DH8142
 DH8142                          STATION RECOVERY (2005)
 DH8142
 DH8142'RECOVERY NOTE BY MN DEPT OF TRANSP 2005 (KNB)
 DH8142'1.0 MI (1.6 KM) SOUTH ALONG TRUNK HIGHWAY 169 FROM THE JUNCTION OF
 DH8142'TRUNK HIGHWAY 169 AND TRUNK HIGHWAY 210 IN AITKIN, AT TRUNK HIGHWAY
 DH8142'169 MILE POINT 251.5, 59.8 FT (18.2 M) WEST OF TRUNK HIGHWAY 169,
 DH8142'148.2 FT (45.2 M) NORTH OF WESTWOOD DRIVE, 8.2 FT (2.5 M) SOUTH OF A
 DH8142'POWER POLE, 8.2 FT (2.5 M) SOUTH OF A WITNESS POST.
 DH8142
 DH8142                          STATION RECOVERY (2016)
 DH8142
 DH8142'RECOVERY NOTE BY MN DEPT OF TRANSP 2016 (MAS)
 DH8142'RECOVERED AS DESCRIBED.
 DH8142
 DH8142                          STATION RECOVERY (2020)
 DH8142
 DH8142'RECOVERY NOTE BY MN DEPT OF TRANSP 2020 (KMS)
 DH8142'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DH8143 ***********************************************************************
 DH8143  DESIGNATION -  0115 B
 DH8143  PID         -  DH8143
 DH8143  STATE/COUNTY-  MN/AITKIN
 DH8143  COUNTRY     -  US
 DH8143  USGS QUAD   -  AITKIN (2019)
 DH8143
 DH8143                         *CURRENT SURVEY CONTROL
 DH8143  ______________________________________________________________________
 DH8143* NAD 83(2011) POSITION- 46 30 21.12091(N) 093 42 35.12140(W)   ADJUSTED
 DH8143* NAD 83(2011) ELLIP HT-   353.662 (meters)        (06/27/12)   ADJUSTED
 DH8143* NAD 83(2011) EPOCH   -  2010.00
 DH8143* NAVD 88 ORTHO HEIGHT -   381.500 (meters)     1251.64  (feet) ADJUSTED
 DH8143  ______________________________________________________________________
 DH8143  GEOID HEIGHT    -        -27.841 (meters)                     GEOID18
 DH8143  NAD 83(2011) X  -   -284,556.697 (meters)                     COMP
 DH8143  NAD 83(2011) Y  - -4,388,727.559 (meters)                     COMP
 DH8143  NAD 83(2011) Z  -  4,604,385.863 (meters)                     COMP
 DH8143  LAPLACE CORR    -         -1.05  (seconds)                    DEFLEC18
 DH8143  DYNAMIC HEIGHT  -        381.517 (meters)     1251.69  (feet) COMP
 DH8143  MODELED GRAVITY -    980,648.2   (mgal)                       NAVD 88
 DH8143
 DH8143  VERT ORDER      -  SECOND    CLASS I
 DH8143
 DH8143  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DH8143  Standards:
 DH8143         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DH8143            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DH8143  -------------------------------------------------------------------
 DH8143  NETWORK    0.43   0.51           0.20   0.14   0.26      0.11302177
 DH8143  -------------------------------------------------------------------
 DH8143  Click here for local accuracies and other accuracy information.
 DH8143
 DH8143.The horizontal coordinates were established by GPS observations
 DH8143.and adjusted by the National Geodetic Survey in June 2012.
 DH8143
 DH8143.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DH8143.been affixed to the stable North American tectonic plate. See 
 DH8143.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DH8143
 DH8143.The horizontal coordinates are valid at the epoch date displayed above
 DH8143.which is a decimal equivalence of Year/Month/Day.
 DH8143
 DH8143.The orthometric height was determined by differential leveling and
 DH8143.adjusted by the NATIONAL GEODETIC SURVEY
 DH8143.in April 2021.
 DH8143
 DH8143.Significant digits in the geoid height do not necessarily reflect accuracy.
 DH8143.GEOID18 height accuracy estimate available here.
 DH8143
 DH8143.Click photographs - Photos may exist for this station.
 DH8143
 DH8143.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH8143
 DH8143.The Laplace correction was computed from DEFLEC18 derived deflections.
 DH8143
 DH8143.The ellipsoidal height was determined by GPS observations
 DH8143.and is referenced to NAD 83.
 DH8143
 DH8143.The dynamic height is computed by dividing the NAVD 88
 DH8143.geopotential number by the normal gravity value computed on the
 DH8143.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH8143.degrees latitude (g = 980.6199 gals.).
 DH8143
 DH8143.The modeled gravity was interpolated from observed gravity values.
 DH8143
 DH8143. The following values were computed from the NAD 83(2011) position.
 DH8143
 DH8143;                    North         East     Units Scale Factor Converg.
 DH8143;SPC MN C     -   267,513.504   841,462.703   MT  0.99992646   +0 23 26.9
 DH8143;SPC MN C     -   877,667.22  2,760,698.88   sFT  0.99992646   +0 23 26.9
 DH8143;UTM  15      - 5,150,499.960   445,545.015   MT  0.99963645   -0 30 53.6
 DH8143
 DH8143!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH8143!SPC MN C     -   0.99994456  x   0.99992646  =   0.99987103
 DH8143!UTM  15      -   0.99994456  x   0.99963645  =   0.99958103
 DH8143
 DH8143:                Primary Azimuth Mark                     Grid Az
 DH8143:SPC MN C     -  0115 A                                   006 49 32.1
 DH8143:UTM  15      -  0115 A                                   007 43 52.6
 DH8143
 DH8143_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVM4554550499(NAD 83)
 DH8143
 DH8143|---------------------------------------------------------------------|
 DH8143| PID    Reference Object                     Distance      Geod. Az  |
 DH8143|                                                           dddmmss.s |
 DH8143| DH8142 0115 A                              APPROX. 1.5 KM 0071259.0 |
 DH8143|---------------------------------------------------------------------|
 DH8143
 DH8143                          SUPERSEDED SURVEY CONTROL
 DH8143
 DH8143  NAD 83(2007)-  46 30 21.12094(N)    093 42 35.12228(W) AD(2002.00) 1
 DH8143  ELLIP H (07/07/09)  353.693  (m)                       GP(2002.00) 3 2
 DH8143  NAD 83(1996)-  46 30 21.12065(N)    093 42 35.12173(W) AD(       ) 1
 DH8143  ELLIP H (12/20/05)  353.719  (m)                       GP(       ) 3 2
 DH8143  NAVD 88 (12/20/05)  381.5    (m)  GEOID03  model used  GPS OBS        
 DH8143
 DH8143.Superseded values are not recommended for survey control.
 DH8143
 DH8143.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH8143.See file dsdata.pdf to determine how the superseded data were derived.
 DH8143
 DH8143_MARKER: DD = SURVEY DISK
 DH8143_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DH8143_STAMPING: 0115 B 2005
 DH8143_MARK LOGO: MNDT
 DH8143_PROJECTION: RECESSED 5 CENTIMETERS
 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 - August 05, 2020
 DH8143_ROD/PIPE-DEPTH: 4.6 meters
 DH8143
 DH8143  HISTORY     - Date     Condition        Report By
 DH8143  HISTORY     - 2005     MONUMENTED       MNDT
 DH8143  HISTORY     - 20050810 GOOD             MNDT
 DH8143  HISTORY     - 20161006 GOOD             MNDT
 DH8143  HISTORY     - 20200805 GOOD             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
 DH8143
 DH8143                          STATION RECOVERY (2005)
 DH8143
 DH8143'RECOVERY NOTE BY MN DEPT OF TRANSP 2005 (KNB)
 DH8143'0.5 MI (0.8 KM) SOUTH OF AITKIN, 1.95 MI (3.14 KM) SOUTH ALONG TRUNK
 DH8143'HIGHWAY 169 FROM THE JUNCTION OF TRUNK HIGHWAY 169 AND TRUNK HIGHWAY
 DH8143'210 IN AITKIN, AT TRUNK HIGHWAY 169 MILE POINT 250.7, 65.0 FT (19.8 M)
 DH8143'WEST OF TRUNK HIGHWAY 169, 1.0 FT (0.3 M) EAST OF A WITNESS POST.
 DH8143
 DH8143                          STATION RECOVERY (2016)
 DH8143
 DH8143'RECOVERY NOTE BY MN DEPT OF TRANSP 2016 (MAS)
 DH8143'RECOVERED AS DESCRIBED.
 DH8143
 DH8143                          STATION RECOVERY (2020)
 DH8143
 DH8143'RECOVERY NOTE BY MN DEPT OF TRANSP 2020 (KMS)
 DH8143'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DH8144 ***********************************************************************
 DH8144  DESIGNATION -  0115 C
 DH8144  PID         -  DH8144
 DH8144  STATE/COUNTY-  MN/AITKIN
 DH8144  COUNTRY     -  US
 DH8144  USGS QUAD   -  SPIRIT LAKE (2019)
 DH8144
 DH8144                         *CURRENT SURVEY CONTROL
 DH8144  ______________________________________________________________________
 DH8144* NAD 83(2011) POSITION- 46 29 32.19127(N) 093 43 05.16336(W)   ADJUSTED
 DH8144* NAD 83(2011) ELLIP HT-   353.318 (meters)        (06/27/12)   ADJUSTED
 DH8144* NAD 83(2011) EPOCH   -  2010.00
 DH8144* NAVD 88 ORTHO HEIGHT -   381.133 (meters)     1250.43  (feet) ADJUSTED
 DH8144  ______________________________________________________________________
 DH8144  GEOID HEIGHT    -        -27.820 (meters)                     GEOID18
 DH8144  NAD 83(2011) X  -   -285,266.957 (meters)                     COMP
 DH8144  NAD 83(2011) Y  - -4,389,779.502 (meters)                     COMP
 DH8144  NAD 83(2011) Z  -  4,603,345.536 (meters)                     COMP
 DH8144  LAPLACE CORR    -         -1.31  (seconds)                    DEFLEC18
 DH8144  DYNAMIC HEIGHT  -        381.149 (meters)     1250.49  (feet) COMP
 DH8144  MODELED GRAVITY -    980,644.0   (mgal)                       NAVD 88
 DH8144
 DH8144  VERT ORDER      -  SECOND    CLASS I
 DH8144
 DH8144  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DH8144  Standards:
 DH8144         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DH8144            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DH8144  -------------------------------------------------------------------
 DH8144  NETWORK    0.45   0.53           0.21   0.15   0.27      0.10962944
 DH8144  -------------------------------------------------------------------
 DH8144  Click here for local accuracies and other accuracy information.
 DH8144
 DH8144.The horizontal coordinates were established by GPS observations
 DH8144.and adjusted by the National Geodetic Survey in June 2012.
 DH8144
 DH8144.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DH8144.been affixed to the stable North American tectonic plate. See 
 DH8144.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DH8144
 DH8144.The horizontal coordinates are valid at the epoch date displayed above
 DH8144.which is a decimal equivalence of Year/Month/Day.
 DH8144
 DH8144.The orthometric height was determined by differential leveling and
 DH8144.adjusted by the NATIONAL GEODETIC SURVEY
 DH8144.in April 2021.
 DH8144
 DH8144.Significant digits in the geoid height do not necessarily reflect accuracy.
 DH8144.GEOID18 height accuracy estimate available here.
 DH8144
 DH8144.Click photographs - Photos may exist for this station.
 DH8144
 DH8144.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH8144
 DH8144.The Laplace correction was computed from DEFLEC18 derived deflections.
 DH8144
 DH8144.The ellipsoidal height was determined by GPS observations
 DH8144.and is referenced to NAD 83.
 DH8144
 DH8144.The dynamic height is computed by dividing the NAVD 88
 DH8144.geopotential number by the normal gravity value computed on the
 DH8144.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH8144.degrees latitude (g = 980.6199 gals.).
 DH8144
 DH8144.The modeled gravity was interpolated from observed gravity values.
 DH8144
 DH8144. The following values were computed from the NAD 83(2011) position.
 DH8144
 DH8144;                    North         East     Units Scale Factor Converg.
 DH8144;SPC MN C     -   265,998.462   840,832.396   MT  0.99992579   +0 23 05.2
 DH8144;SPC MN C     -   872,696.62  2,758,630.95   sFT  0.99992579   +0 23 05.2
 DH8144;UTM  15      - 5,148,995.505   444,891.030   MT  0.99963733   -0 31 15.0
 DH8144
 DH8144!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH8144!SPC MN C     -   0.99994462  x   0.99992579  =   0.99987041
 DH8144!UTM  15      -   0.99994462  x   0.99963733  =   0.99958197
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVM4489148995(NAD 83)
 DH8144
 DH8144|---------------------------------------------------------------------|
 DH8144| PID    Reference Object                     Distance      Geod. Az  |
 DH8144|                                                           dddmmss.s |
 DH8144| DH8143 0115 B                              APPROX. 1.6 KM 0225825.2 |
 DH8144|---------------------------------------------------------------------|
 DH8144
 DH8144                          SUPERSEDED SURVEY CONTROL
 DH8144
 DH8144  NAD 83(2007)-  46 29 32.19131(N)    093 43 05.16424(W) AD(2002.00) 1
 DH8144  ELLIP H (07/07/09)  353.350  (m)                       GP(2002.00) 3 2
 DH8144  NAD 83(1996)-  46 29 32.19102(N)    093 43 05.16370(W) AD(       ) 1
 DH8144  ELLIP H (12/20/05)  353.376  (m)                       GP(       ) 3 2
 DH8144  NAVD 88 (12/20/05)  381.1    (m)  GEOID03  model used  GPS OBS        
 DH8144
 DH8144.Superseded values are not recommended for survey control.
 DH8144
 DH8144.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH8144.See file dsdata.pdf to determine how the superseded data were derived.
 DH8144
 DH8144_MARKER: DD = SURVEY DISK
 DH8144_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DH8144_STAMPING: 0115 C 2005
 DH8144_MARK LOGO: MNDT
 DH8144_PROJECTION: RECESSED 5 CENTIMETERS
 DH8144_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DH8144_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DH8144_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DH8144+SATELLITE: SATELLITE OBSERVATIONS - October 06, 2016
 DH8144_ROD/PIPE-DEPTH: 4.6 meters
 DH8144
 DH8144  HISTORY     - Date     Condition        Report By
 DH8144  HISTORY     - 20050401 MONUMENTED       MNDT
 DH8144  HISTORY     - 20050810 GOOD             MNDT
 DH8144  HISTORY     - 20161006 GOOD             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
 DH8144
 DH8144                          STATION RECOVERY (2005)
 DH8144
 DH8144'RECOVERY NOTE BY MN DEPT OF TRANSP 2005 (KNB)
 DH8144'1.5 MI (2.4 KM) SOUTH OF AITKIN, 3.0 MI (4.8 KM) SOUTH ALONG TRUNK
 DH8144'HIGHWAY 169 FROM THE JUNCTION OF TRUNK HIGHWAY 169 AND TRUNK HIGHWAY
 DH8144'210 IN AITKIN, AT TRUNK HIGHWAY 169 MILE POINT 249.7, 72.4 FT (22.1 M)
 DH8144'WEST OF TRUNK HIGHWAY 169, 1.0 FT (0.3 M) EAST OF A WITNESS POST.
 DH8144
 DH8144                          STATION RECOVERY (2016)
 DH8144
 DH8144'RECOVERY NOTE BY MN DEPT OF TRANSP 2016 (MAS)
 DH8144'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DH8145 ***********************************************************************
 DH8145  DESIGNATION -  0115 D
 DH8145  PID         -  DH8145
 DH8145  STATE/COUNTY-  MN/AITKIN
 DH8145  COUNTRY     -  US
 DH8145  USGS QUAD   -  SPIRIT LAKE (2019)
 DH8145
 DH8145                         *CURRENT SURVEY CONTROL
 DH8145  ______________________________________________________________________
 DH8145* NAD 83(2011) POSITION- 46 28 37.57635(N) 093 43 06.62447(W)   ADJUSTED
 DH8145* NAD 83(2011) ELLIP HT-   355.046 (meters)        (06/27/12)   ADJUSTED
 DH8145* NAD 83(2011) EPOCH   -  2010.00
 DH8145* NAVD 88 ORTHO HEIGHT -   382.849 (meters)     1256.06  (feet) ADJUSTED
 DH8145  ______________________________________________________________________
 DH8145  GEOID HEIGHT    -        -27.803 (meters)                     GEOID18
 DH8145  NAD 83(2011) X  -   -285,377.449 (meters)                     COMP
 DH8145  NAD 83(2011) Y  - -4,390,999.122 (meters)                     COMP
 DH8145  NAD 83(2011) Z  -  4,602,185.557 (meters)                     COMP
 DH8145  LAPLACE CORR    -         -1.65  (seconds)                    DEFLEC18
 DH8145  DYNAMIC HEIGHT  -        382.863 (meters)     1256.11  (feet) COMP
 DH8145  MODELED GRAVITY -    980,640.8   (mgal)                       NAVD 88
 DH8145
 DH8145  VERT ORDER      -  SECOND    CLASS I
 DH8145
 DH8145  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DH8145  Standards:
 DH8145         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DH8145            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DH8145  -------------------------------------------------------------------
 DH8145  NETWORK    0.49   0.55           0.22   0.17   0.28      0.17878535
 DH8145  -------------------------------------------------------------------
 DH8145  Click here for local accuracies and other accuracy information.
 DH8145
 DH8145.The horizontal coordinates were established by GPS observations
 DH8145.and adjusted by the National Geodetic Survey in June 2012.
 DH8145
 DH8145.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DH8145.been affixed to the stable North American tectonic plate. See 
 DH8145.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DH8145
 DH8145.The horizontal coordinates are valid at the epoch date displayed above
 DH8145.which is a decimal equivalence of Year/Month/Day.
 DH8145
 DH8145.The orthometric height was determined by differential leveling and
 DH8145.adjusted by the NATIONAL GEODETIC SURVEY
 DH8145.in April 2021.
 DH8145
 DH8145.Significant digits in the geoid height do not necessarily reflect accuracy.
 DH8145.GEOID18 height accuracy estimate available here.
 DH8145
 DH8145.Click photographs - Photos may exist for this station.
 DH8145
 DH8145.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH8145
 DH8145.The Laplace correction was computed from DEFLEC18 derived deflections.
 DH8145
 DH8145.The ellipsoidal height was determined by GPS observations
 DH8145.and is referenced to NAD 83.
 DH8145
 DH8145.The dynamic height is computed by dividing the NAVD 88
 DH8145.geopotential number by the normal gravity value computed on the
 DH8145.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH8145.degrees latitude (g = 980.6199 gals.).
 DH8145
 DH8145.The modeled gravity was interpolated from observed gravity values.
 DH8145
 DH8145. The following values were computed from the NAD 83(2011) position.
 DH8145
 DH8145;                    North         East     Units Scale Factor Converg.
 DH8145;SPC MN C     -   264,312.018   840,812.555   MT  0.99992509   +0 23 04.1
 DH8145;SPC MN C     -   867,163.68  2,758,565.86   sFT  0.99992509   +0 23 04.1
 DH8145;UTM  15      - 5,147,310.071   444,844.552   MT  0.99963739   -0 31 15.6
 DH8145
 DH8145!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH8145!SPC MN C     -   0.99994435  x   0.99992509  =   0.99986944
 DH8145!UTM  15      -   0.99994435  x   0.99963739  =   0.99958176
 DH8145
 DH8145:                Primary Azimuth Mark                     Grid Az
 DH8145:SPC MN C     -  0115 C                                   000 40 26.6
 DH8145:UTM  15      -  0115 C                                   001 34 46.3
 DH8145
 DH8145_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVM4484447310(NAD 83)
 DH8145
 DH8145|---------------------------------------------------------------------|
 DH8145| PID    Reference Object                     Distance      Geod. Az  |
 DH8145|                                                           dddmmss.s |
 DH8145| DH8144 0115 C                              APPROX. 1.7 KM 0010330.7 |
 DH8145|---------------------------------------------------------------------|
 DH8145
 DH8145                          SUPERSEDED SURVEY CONTROL
 DH8145
 DH8145  NAD 83(2007)-  46 28 37.57642(N)    093 43 06.62536(W) AD(2002.00) 1
 DH8145  ELLIP H (07/07/09)  355.078  (m)                       GP(2002.00) 3 2
 DH8145  NAD 83(1996)-  46 28 37.57611(N)    093 43 06.62484(W) AD(       ) 1
 DH8145  ELLIP H (12/20/05)  355.104  (m)                       GP(       ) 3 2
 DH8145  NAVD 88 (12/20/05)  382.9    (m)  GEOID03  model used  GPS OBS        
 DH8145
 DH8145.Superseded values are not recommended for survey control.
 DH8145
 DH8145.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH8145.See file dsdata.pdf to determine how the superseded data were derived.
 DH8145
 DH8145_MARKER: DD = SURVEY DISK
 DH8145_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DH8145_STAMPING: 0115 D 2005
 DH8145_MARK LOGO: MNDT
 DH8145_PROJECTION: RECESSED 8 CENTIMETERS
 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 - August 05, 2020
 DH8145_ROD/PIPE-DEPTH: 4.6 meters
 DH8145
 DH8145  HISTORY     - Date     Condition        Report By
 DH8145  HISTORY     - 2005     MONUMENTED       MNDT
 DH8145  HISTORY     - 20060810 GOOD             MNDT
 DH8145  HISTORY     - 20161006 GOOD             MNDT
 DH8145  HISTORY     - 20200805 GOOD             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
 DH8145
 DH8145                          STATION RECOVERY (2006)
 DH8145
 DH8145'RECOVERY NOTE BY MN DEPT OF TRANSP 2006 (KNB)
 DH8145'2.5 MI (4.0 KM) SOUTH OF AITKIN, 4.0 MI (6.4 KM) SOUTH ALONG TRUNK
 DH8145'HIGHWAY 169 FROM THE JUNCTION OF TRUNK HIGHWAY 169 AND TRUNK HIGHWAY
 DH8145'210 IN AITKIN, AT TRUNK HIGHWAY 169 MILE POINT 248.7, 72.1 FT (22.0 M)
 DH8145'WEST OF TRUNK HIGHWAY 169, 3.7 FT (1.1 M) EAST OF A FENCE, 1.0 FT (0.3
 DH8145'M) EAST OF A WITNESS POST.
 DH8145
 DH8145                          STATION RECOVERY (2016)
 DH8145
 DH8145'RECOVERY NOTE BY MN DEPT OF TRANSP 2016 (MAS)
 DH8145'RECOVERED AS DESCRIBED.
 DH8145
 DH8145                          STATION RECOVERY (2020)
 DH8145
 DH8145'RECOVERY NOTE BY MN DEPT OF TRANSP 2020 (KMS)
 DH8145'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DK7068 ***********************************************************************
 DK7068  DESIGNATION -  0115 E 1
 DK7068  PID         -  DK7068
 DK7068  STATE/COUNTY-  MN/AITKIN
 DK7068  COUNTRY     -  US
 DK7068  USGS QUAD   -  SPIRIT LAKE (2019)
 DK7068
 DK7068                         *CURRENT SURVEY CONTROL
 DK7068  ______________________________________________________________________
 DK7068* NAD 83(1986) POSITION- 46 25 55.35   (N) 093 42 52.74   (W)   HD_HELD1
 DK7068* NAVD 88 ORTHO HEIGHT -   384.476 (meters)     1261.40  (feet) ADJUSTED
 DK7068  ______________________________________________________________________
 DK7068  GEOID HEIGHT    -        -27.755 (meters)                     GEOID18
 DK7068  DYNAMIC HEIGHT  -        384.487 (meters)     1261.44  (feet) COMP
 DK7068  MODELED GRAVITY -    980,630.6   (mgal)                       NAVD 88
 DK7068
 DK7068  VERT ORDER      -  SECOND    CLASS I
 DK7068
 DK7068.The horizontal coordinates were determined by differentially corrected
 DK7068.hand held GPS observations or other comparable positioning techniques
 DK7068.and have an estimated accuracy of +/- 3 meters.
 DK7068
 DK7068.The orthometric height was determined by differential leveling and
 DK7068.adjusted by the NATIONAL GEODETIC SURVEY
 DK7068.in April 2021.
 DK7068
 DK7068.Significant digits in the geoid height do not necessarily reflect accuracy.
 DK7068.GEOID18 height accuracy estimate available here.
 DK7068
 DK7068.Click photographs - Photos may exist for this station.
 DK7068
 DK7068.The dynamic height is computed by dividing the NAVD 88
 DK7068.geopotential number by the normal gravity value computed on the
 DK7068.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK7068.degrees latitude (g = 980.6199 gals.).
 DK7068
 DK7068.The modeled gravity was interpolated from observed gravity values.
 DK7068
 DK7068;                    North         East    Units  Estimated Accuracy
 DK7068;SPC MN C     -   259,305.3     841,142.6     MT  (+/- 3 meters HH1 GPS) 
 DK7068
 DK7068_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVM4509542300(NAD 83)
 DK7068
 DK7068                          SUPERSEDED SURVEY CONTROL
 DK7068
 DK7068  NAVD 88 (02/23/09)  384.468  (m)         1261.38   (f) SUPERSEDED  2 1
 DK7068
 DK7068.Superseded values are not recommended for survey control.
 DK7068
 DK7068.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK7068.See file dsdata.pdf to determine how the superseded data were derived.
 DK7068
 DK7068_MARKER: DV = VERTICAL CONTROL DISK
 DK7068_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DK7068_SP_SET: BRIDGE ABUTMENT
 DK7068_STAMPING: 0115 E 1 1978
 DK7068_MARK LOGO: MNHD
 DK7068_MAGNETIC: N = NO MAGNETIC MATERIAL
 DK7068_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DK7068_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DK7068+SATELLITE: SATELLITE OBSERVATIONS - October 05, 2016
 DK7068
 DK7068  HISTORY     - Date     Condition        Report By
 DK7068  HISTORY     - 1978     MONUMENTED       MNHD
 DK7068  HISTORY     - 20050622 GOOD             MNDT
 DK7068  HISTORY     - 20161005 GOOD             MNDT
 DK7068
 DK7068                          STATION DESCRIPTION
 DK7068
 DK7068'DESCRIBED BY MN DEPT OF TRANSP 2005 (KNB)
 DK7068'THE MARK IS LOCATED ABOUT 7.8 MI (12.6 KM) EAST-NORTHEAST OF BAY LAKE,
 DK7068'7.0 MI (11.3 KM) SOUTH OF AITKIN AND 5.6 MI (9.0 KM) NORTH-NORTHWEST
 DK7068'OF WEALTHWOOD, 4 MI (6.4 KM) NORTHEAST OF BENNETVILLE.
 DK7068'
 DK7068'FROM THE JUNCTION OF TRUNK HIGHWAY 169 AND COUNTY ROAD 11 IN
 DK7068'BENNETVILLE GO 2.0 MI (3.2 KM) NORTH ALONG TRUNK HIGHWAY 169, THENCE
 DK7068'1.7 MI (2.7 KM) EAST ON COUNTY ROAD 28 FROM THE JUNCTION OF TRUNK
 DK7068'HIGHWAY 169 AND COUNTY ROAD 28.
 DK7068'
 DK7068'THE MARK IS IN AITKIN COUNTY BRIDGE NUMBER 01312 OVER THE RIPPLE
 DK7068'RIVER, 20 FT (6.1 M) SOUTH OF COUNTY ROAD 28.
 DK7068
 DK7068                          STATION RECOVERY (2016)
 DK7068
 DK7068'RECOVERY NOTE BY MN DEPT OF TRANSP 2016 (MAS)
 DK7068'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DQ8423 ***********************************************************************
 DQ8423  DESIGNATION -  0115 E RESET
 DQ8423  PID         -  DQ8423
 DQ8423  STATE/COUNTY-  MN/AITKIN
 DQ8423  COUNTRY     -  US
 DQ8423  USGS QUAD   -  SPIRIT LAKE (2019)
 DQ8423
 DQ8423                         *CURRENT SURVEY CONTROL
 DQ8423  ______________________________________________________________________
 DQ8423* NAD 83(1986) POSITION- 46 25 03.79   (N) 093 44 41.00   (W)   HD_HELD1
 DQ8423* NAVD 88 ORTHO HEIGHT -   385.084 (meters)     1263.40  (feet) ADJUSTED
 DQ8423  ______________________________________________________________________
 DQ8423  GEOID HEIGHT    -        -27.723 (meters)                     GEOID18
 DQ8423  DYNAMIC HEIGHT  -        385.092 (meters)     1263.42  (feet) COMP
 DQ8423  MODELED GRAVITY -    980,625.8   (mgal)                       NAVD 88
 DQ8423
 DQ8423  VERT ORDER      -  SECOND    CLASS I
 DQ8423
 DQ8423.The horizontal coordinates were determined by differentially corrected
 DQ8423.hand held GPS observations or other comparable positioning techniques
 DQ8423.and have an estimated accuracy of +/- 3 meters.
 DQ8423
 DQ8423.The orthometric height was determined by differential leveling and
 DQ8423.adjusted by the NATIONAL GEODETIC SURVEY
 DQ8423.in April 2021.
 DQ8423
 DQ8423.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ8423.GEOID18 height accuracy estimate available here.
 DQ8423
 DQ8423.Click photographs - Photos may exist for this station.
 DQ8423
 DQ8423.The dynamic height is computed by dividing the NAVD 88
 DQ8423.geopotential number by the normal gravity value computed on the
 DQ8423.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ8423.degrees latitude (g = 980.6199 gals.).
 DQ8423
 DQ8423.The modeled gravity was interpolated from observed gravity values.
 DQ8423
 DQ8423;                    North         East    Units  Estimated Accuracy
 DQ8423;SPC MN C     -   257,698.2     838,841.6     MT  (+/- 3 meters HH1 GPS) 
 DQ8423
 DQ8423_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVM4276940730(NAD 83)
 DQ8423
 DQ8423                          SUPERSEDED SURVEY CONTROL
 DQ8423
 DQ8423.No superseded survey control is available for this station.
 DQ8423
 DQ8423_MARKER: I = METAL ROD
 DQ8423_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DQ8423_STAMPING: 0115 E RESET 2016
 DQ8423_MARK LOGO: MNDT
 DQ8423_PROJECTION: RECESSED 5 CENTIMETERS
 DQ8423_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DQ8423_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ8423_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ8423+SATELLITE: SATELLITE OBSERVATIONS - October 05, 2016
 DQ8423_ROD/PIPE-DEPTH: 7.6 meters
 DQ8423
 DQ8423  HISTORY     - Date     Condition        Report By
 DQ8423  HISTORY     - 20161005 MONUMENTED       MNDT
 DQ8423
 DQ8423                          STATION DESCRIPTION
 DQ8423
 DQ8423'DESCRIBED BY MN DEPT OF TRANSP 2016
 DQ8423'THE MARK IS LOCATED ABOUT 8.3 MI (13.4 KM) SOUTH OF AITKIN.
 DQ8423'
 DQ8423'TO REACH THE MARK GO 8.3 MI (13.4 KM) SOUTH ALONG TRUNK HIGHWAY 169
 DQ8423'FROM THE JUNCTION OF TRUNK HIGHWAY 169 AND TRUNK HIGHWAY 210 IN
 DQ8423'AITKIN, AT TRUNK HIGHWAY 169 MILE POINT 244.15.
 DQ8423'
 DQ8423'THE MARK IS LOCATED 67.6 FT (20.6 M) EAST OF TRUNK HIGHWAY 169, 282.6
 DQ8423'FT (86.1 M) SOUTH OF 435TH AVENUE EXTENDED, 24.4 FT (7.4 M) NORTH OF A
 DQ8423'DRIVEWAY, 1.0 FT (0.3 M) SOUTH OF A WITNESS POST.
 DQ8423'
 DQ8423'NOTE-THE STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM ROD
 DQ8423'DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION REMOVABLE DISK
 DQ8423'SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH PVC
 DQ8423'PIPE BACK FILLED WITH WASHED SAND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DQ8424 ***********************************************************************
 DQ8424  DESIGNATION -  0115 F
 DQ8424  PID         -  DQ8424
 DQ8424  STATE/COUNTY-  MN/AITKIN
 DQ8424  COUNTRY     -  US
 DQ8424  USGS QUAD   -  SPIRIT LAKE (2019)
 DQ8424
 DQ8424                         *CURRENT SURVEY CONTROL
 DQ8424  ______________________________________________________________________
 DQ8424* NAD 83(1986) POSITION- 46 24 17.25   (N) 093 44 55.96   (W)   HD_HELD1
 DQ8424* NAVD 88 ORTHO HEIGHT -   385.043 (meters)     1263.26  (feet) ADJUSTED
 DQ8424  ______________________________________________________________________
 DQ8424  GEOID HEIGHT    -        -27.708 (meters)                     GEOID18
 DQ8424  DYNAMIC HEIGHT  -        385.050 (meters)     1263.28  (feet) COMP
 DQ8424  MODELED GRAVITY -    980,622.4   (mgal)                       NAVD 88
 DQ8424
 DQ8424  VERT ORDER      -  SECOND    CLASS I
 DQ8424
 DQ8424.The horizontal coordinates were determined by differentially corrected
 DQ8424.hand held GPS observations or other comparable positioning techniques
 DQ8424.and have an estimated accuracy of +/- 3 meters.
 DQ8424
 DQ8424.The orthometric height was determined by differential leveling and
 DQ8424.adjusted by the NATIONAL GEODETIC SURVEY
 DQ8424.in April 2021.
 DQ8424
 DQ8424.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ8424.GEOID18 height accuracy estimate available here.
 DQ8424
 DQ8424.Click photographs - Photos may exist for this station.
 DQ8424
 DQ8424.The dynamic height is computed by dividing the NAVD 88
 DQ8424.geopotential number by the normal gravity value computed on the
 DQ8424.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ8424.degrees latitude (g = 980.6199 gals.).
 DQ8424
 DQ8424.The modeled gravity was interpolated from observed gravity values.
 DQ8424
 DQ8424;                    North         East    Units  Estimated Accuracy
 DQ8424;SPC MN C     -   256,259.3     838,531.3     MT  (+/- 3 meters HH1 GPS) 
 DQ8424
 DQ8424_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVM4243739296(NAD 83)
 DQ8424
 DQ8424                          SUPERSEDED SURVEY CONTROL
 DQ8424
 DQ8424.No superseded survey control is available for this station.
 DQ8424
 DQ8424_MARKER: DD = SURVEY DISK
 DQ8424_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DQ8424_STAMPING: 0115 F 2005
 DQ8424_MARK LOGO: MNDT
 DQ8424_PROJECTION: FLUSH
 DQ8424_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DQ8424_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ8424_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DQ8424+SATELLITE: SATELLITE OBSERVATIONS - October 05, 2016
 DQ8424_ROD/PIPE-DEPTH: 3.4 meters
 DQ8424
 DQ8424  HISTORY     - Date     Condition        Report By
 DQ8424  HISTORY     - 20050810 MONUMENTED       MNDT
 DQ8424  HISTORY     - 20161005 GOOD             MNDT
 DQ8424
 DQ8424                          STATION DESCRIPTION
 DQ8424
 DQ8424'DESCRIBED BY MN DEPT OF TRANSP 2016 (MAS)
 DQ8424'THE MARK IS LOCATED ABOUT 8.2 MI (13.2 KM) NORTH OF GARRISON.
 DQ8424'
 DQ8424'TO REACH THE MARK GO 4.25 MI (6.84 KM) NORTH ALONG TRUNK HIGHWAY 169
 DQ8424'FROM THE JUNCTION OF TRUNK HIGHWAY 169 AND TRUNK HIGHWAY 18 (THE
 DQ8424'JUNCTION IS 5.0 MI (8.0 KM) NORTHEAST OF GARRISON), AT TRUNK HIGHWAY
 DQ8424'169 MILE POINT 243.15.
 DQ8424'
 DQ8424'THE MARK IS LOCATED 66.8 FT (20.4 M) EAST OF TRUNK HIGHWAY 169, 16.4
 DQ8424'FT (5.0 M) SOUTH OF A DRIVEWAY, 1.0 FT (0.3 M) WEST OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DH8147 ***********************************************************************
 DH8147  DESIGNATION -  0115 G
 DH8147  PID         -  DH8147
 DH8147  STATE/COUNTY-  MN/AITKIN
 DH8147  COUNTRY     -  US
 DH8147  USGS QUAD   -  SPIRIT LAKE (2019)
 DH8147
 DH8147                         *CURRENT SURVEY CONTROL
 DH8147  ______________________________________________________________________
 DH8147* NAD 83(2011) POSITION- 46 23 17.24390(N) 093 44 56.87415(W)   ADJUSTED
 DH8147* NAD 83(2011) ELLIP HT-   359.672 (meters)        (06/27/12)   ADJUSTED
 DH8147* NAD 83(2011) EPOCH   -  2010.00
 DH8147* NAVD 88 ORTHO HEIGHT -   387.365 (meters)     1270.88  (feet) ADJUSTED
 DH8147  ______________________________________________________________________
 DH8147  GEOID HEIGHT    -        -27.690 (meters)                     GEOID18
 DH8147  NAD 83(2011) X  -   -288,193.277 (meters)                     COMP
 DH8147  NAD 83(2011) Y  - -4,398,000.966 (meters)                     COMP
 DH8147  NAD 83(2011) Z  -  4,595,371.486 (meters)                     COMP
 DH8147  LAPLACE CORR    -         -2.21  (seconds)                    DEFLEC18
 DH8147  DYNAMIC HEIGHT  -        387.371 (meters)     1270.90  (feet) COMP
 DH8147  MODELED GRAVITY -    980,618.4   (mgal)                       NAVD 88
 DH8147
 DH8147  VERT ORDER      -  SECOND    CLASS I
 DH8147
 DH8147  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DH8147  Standards:
 DH8147         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DH8147            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DH8147  -------------------------------------------------------------------
 DH8147  NETWORK    0.45   0.49           0.21   0.15   0.25      0.00889520
 DH8147  -------------------------------------------------------------------
 DH8147  Click here for local accuracies and other accuracy information.
 DH8147
 DH8147.The horizontal coordinates were established by GPS observations
 DH8147.and adjusted by the National Geodetic Survey in June 2012.
 DH8147
 DH8147.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DH8147.been affixed to the stable North American tectonic plate. See 
 DH8147.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DH8147
 DH8147.The horizontal coordinates are valid at the epoch date displayed above
 DH8147.which is a decimal equivalence of Year/Month/Day.
 DH8147
 DH8147.The orthometric height was determined by differential leveling and
 DH8147.adjusted by the NATIONAL GEODETIC SURVEY
 DH8147.in April 2021.
 DH8147
 DH8147.Significant digits in the geoid height do not necessarily reflect accuracy.
 DH8147.GEOID18 height accuracy estimate available here.
 DH8147
 DH8147.Click photographs - Photos may exist for this station.
 DH8147
 DH8147.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH8147
 DH8147.The Laplace correction was computed from DEFLEC18 derived deflections.
 DH8147
 DH8147.The ellipsoidal height was determined by GPS observations
 DH8147.and is referenced to NAD 83.
 DH8147
 DH8147.The dynamic height is computed by dividing the NAVD 88
 DH8147.geopotential number by the normal gravity value computed on the
 DH8147.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH8147.degrees latitude (g = 980.6199 gals.).
 DH8147
 DH8147.The modeled gravity was interpolated from observed gravity values.
 DH8147
 DH8147. The following values were computed from the NAD 83(2011) position.
 DH8147
 DH8147;                    North         East     Units Scale Factor Converg.
 DH8147;SPC MN C     -   254,406.512   838,523.490   MT  0.99992245   +0 21 44.4
 DH8147;SPC MN C     -   834,665.36  2,751,055.82   sFT  0.99992245   +0 21 44.4
 DH8147;UTM  15      - 5,137,444.768   442,399.996   MT  0.99964078   -0 32 32.7
 DH8147
 DH8147!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH8147!SPC MN C     -   0.99994362  x   0.99992245  =   0.99986607
 DH8147!UTM  15      -   0.99994362  x   0.99964078  =   0.99958442
 DH8147
 DH8147_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVM4239937444(NAD 83)
 DH8147
 DH8147                          SUPERSEDED SURVEY CONTROL
 DH8147
 DH8147  NAD 83(2007)-  46 23 17.24404(N)    093 44 56.87498(W) AD(2002.00) 1
 DH8147  ELLIP H (07/07/09)  359.702  (m)                       GP(2002.00) 3 2
 DH8147  NAD 83(1996)-  46 23 17.24370(N)    093 44 56.87464(W) AD(       ) 1
 DH8147  ELLIP H (12/20/05)  359.732  (m)                       GP(       ) 3 2
 DH8147  NAVD 88 (12/20/05)  387.4    (m)  GEOID03  model used  GPS OBS        
 DH8147
 DH8147.Superseded values are not recommended for survey control.
 DH8147
 DH8147.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH8147.See file dsdata.pdf to determine how the superseded data were derived.
 DH8147
 DH8147_MARKER: DD = SURVEY DISK
 DH8147_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DH8147_STAMPING: 0115 G 2005
 DH8147_MARK LOGO: MNDT
 DH8147_PROJECTION: RECESSED 5 CENTIMETERS
 DH8147_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DH8147_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DH8147_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DH8147+SATELLITE: SATELLITE OBSERVATIONS - October 05, 2016
 DH8147_ROD/PIPE-DEPTH: 7.6 meters
 DH8147
 DH8147  HISTORY     - Date     Condition        Report By
 DH8147  HISTORY     - 2005     MONUMENTED       MNDT
 DH8147  HISTORY     - 20060810 GOOD             MNDT
 DH8147  HISTORY     - 20161005 GOOD             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.
 DH8147
 DH8147                          STATION RECOVERY (2006)
 DH8147
 DH8147'RECOVERY NOTE BY MN DEPT OF TRANSP 2006 (KNB)
 DH8147'1.0 MI (1.6 KM) SOUTH OF BENNETTVILLE.  1.0 MI (1.6 KM) SOUTH ALONG
 DH8147'TRUNK HIGHWAY 169  FROM THE JUNCTION OF TRUNK HIGHWAY 169 AND COUNTY
 DH8147'ROAD 11 IN BENNETTVILLE, AT TRUNK HIGHWAY 169 MILE POINT 242.05, 87.4
 DH8147'FT (26.6 M) EAST OF TRUNK HIGHWAY 169, 36.4 FT (11.1 M) SOUTH OF 260TH
 DH8147'LANE, 62.1 FT (18.9 M) SOUTH OF POWER POLE, 1.0 FT (0.3 M) WEST OF A
 DH8147'WITNESS POST.
 DH8147
 DH8147                          STATION RECOVERY (2016)
 DH8147
 DH8147'RECOVERY NOTE BY MN DEPT OF TRANSP 2016 (MAS)
 DH8147'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DQ8430 ***********************************************************************
 DQ8430  DESIGNATION -  0115 H
 DQ8430  PID         -  DQ8430
 DQ8430  STATE/COUNTY-  MN/AITKIN
 DQ8430  COUNTRY     -  US
 DQ8430  USGS QUAD   -  WEALTHWOOD (2019)
 DQ8430
 DQ8430                         *CURRENT SURVEY CONTROL
 DQ8430  ______________________________________________________________________
 DQ8430* NAD 83(1986) POSITION- 46 20 55.83   (N) 093 44 56.32   (W)   HD_HELD1
 DQ8430* NAVD 88 ORTHO HEIGHT -   388.350 (meters)     1274.11  (feet) ADJUSTED
 DQ8430  ______________________________________________________________________
 DQ8430  GEOID HEIGHT    -        -27.633 (meters)                     GEOID18
 DQ8430  DYNAMIC HEIGHT  -        388.355 (meters)     1274.13  (feet) COMP
 DQ8430  MODELED GRAVITY -    980,615.4   (mgal)                       NAVD 88
 DQ8430
 DQ8430  VERT ORDER      -  SECOND    CLASS I
 DQ8430
 DQ8430.The horizontal coordinates were determined by differentially corrected
 DQ8430.hand held GPS observations or other comparable positioning techniques
 DQ8430.and have an estimated accuracy of +/- 3 meters.
 DQ8430
 DQ8430.The orthometric height was determined by differential leveling and
 DQ8430.adjusted by the NATIONAL GEODETIC SURVEY
 DQ8430.in April 2021.
 DQ8430
 DQ8430.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ8430.GEOID18 height accuracy estimate available here.
 DQ8430
 DQ8430.Click photographs - Photos may exist for this station.
 DQ8430
 DQ8430.The dynamic height is computed by dividing the NAVD 88
 DQ8430.geopotential number by the normal gravity value computed on the
 DQ8430.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ8430.degrees latitude (g = 980.6199 gals.).
 DQ8430
 DQ8430.The modeled gravity was interpolated from observed gravity values.
 DQ8430
 DQ8430;                    North         East    Units  Estimated Accuracy
 DQ8430;SPC MN C     -   250,040.5     838,562.9     MT  (+/- 3 meters HH1 GPS) 
 DQ8430
 DQ8430_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVM4237033079(NAD 83)
 DQ8430
 DQ8430                          SUPERSEDED SURVEY CONTROL
 DQ8430
 DQ8430.No superseded survey control is available for this station.
 DQ8430
 DQ8430_MARKER: DD = SURVEY DISK
 DQ8430_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DQ8430_STAMPING: 0115 H 2005
 DQ8430_MARK LOGO: MNDT
 DQ8430_PROJECTION: FLUSH
 DQ8430_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DQ8430_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ8430_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DQ8430+SATELLITE: SATELLITE OBSERVATIONS - October 05, 2016
 DQ8430_ROD/PIPE-DEPTH: 4.6 meters
 DQ8430
 DQ8430  HISTORY     - Date     Condition        Report By
 DQ8430  HISTORY     - 20050810 MONUMENTED       MNDT
 DQ8430  HISTORY     - 20161005 GOOD             MNDT
 DQ8430
 DQ8430                          STATION DESCRIPTION
 DQ8430
 DQ8430'DESCRIBED BY MN DEPT OF TRANSP 2016 (MAS)
 DQ8430'THE MARK IS LOCATED ABOUT 4.5 MI (7.2 KM) NORTH OF GARRISON.
 DQ8430'
 DQ8430'TO REACH THE MARK GO 4.5 MI (7.2 KM) NORTH ALONG TRUNK HIGHWAY 169
 DQ8430'FROM THE JUNCTION OF TRUNK HIGHWAY 169 AND TRUNK HIGHWAY 18 IN
 DQ8430'GARRISON, AT THE JUNCTION OF TRUNK HIGHWAY 169 AND COUNTY ROAD 37, AT
 DQ8430'TRUNK HIGHWAY 169 MILE POINT 239.35.
 DQ8430'
 DQ8430'THE MARK IS LOCATED 70.0 FT (21.3 M) WEST-SOUTHWEST OF TRUNK HIGHWAY
 DQ8430'169, 31.2 FT (9.5 M) SOUTH OF DRIVEWAY NUMBER 23329, 4.5 FT (1.4 M)
 DQ8430'EAST-NORTHEAST OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DQ8433 ***********************************************************************
 DQ8433  DESIGNATION -  0115 J
 DQ8433  PID         -  DQ8433
 DQ8433  STATE/COUNTY-  MN/AITKIN
 DQ8433  COUNTRY     -  US
 DQ8433  USGS QUAD   -  GARRISON (2019)
 DQ8433
 DQ8433                         *CURRENT SURVEY CONTROL
 DQ8433  ______________________________________________________________________
 DQ8433* NAD 83(1986) POSITION- 46 20 14.36   (N) 093 45 31.24   (W)   HD_HELD1
 DQ8433* NAVD 88 ORTHO HEIGHT -   386.084 (meters)     1266.68  (feet) ADJUSTED
 DQ8433  ______________________________________________________________________
 DQ8433  GEOID HEIGHT    -        -27.604 (meters)                     GEOID18
 DQ8433  DYNAMIC HEIGHT  -        386.090 (meters)     1266.70  (feet) COMP
 DQ8433  MODELED GRAVITY -    980,617.6   (mgal)                       NAVD 88
 DQ8433
 DQ8433  VERT ORDER      -  SECOND    CLASS I
 DQ8433
 DQ8433.The horizontal coordinates were determined by differentially corrected
 DQ8433.hand held GPS observations or other comparable positioning techniques
 DQ8433.and have an estimated accuracy of +/- 3 meters.
 DQ8433
 DQ8433.The orthometric height was determined by differential leveling and
 DQ8433.adjusted by the NATIONAL GEODETIC SURVEY
 DQ8433.in April 2021.
 DQ8433
 DQ8433.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ8433.GEOID18 height accuracy estimate available here.
 DQ8433
 DQ8433.Click photographs - Photos may exist for this station.
 DQ8433
 DQ8433.The dynamic height is computed by dividing the NAVD 88
 DQ8433.geopotential number by the normal gravity value computed on the
 DQ8433.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ8433.degrees latitude (g = 980.6199 gals.).
 DQ8433
 DQ8433.The modeled gravity was interpolated from observed gravity values.
 DQ8433
 DQ8433;                    North         East    Units  Estimated Accuracy
 DQ8433;SPC MN C     -   248,755.5     837,824.3     MT  (+/- 3 meters HH1 GPS) 
 DQ8433
 DQ8433_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVM4161131807(NAD 83)
 DQ8433
 DQ8433                          SUPERSEDED SURVEY CONTROL
 DQ8433
 DQ8433.No superseded survey control is available for this station.
 DQ8433
 DQ8433_MARKER: DD = SURVEY DISK
 DQ8433_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DQ8433_STAMPING: 0115 J 2005
 DQ8433_MARK LOGO: MNDT
 DQ8433_PROJECTION: FLUSH
 DQ8433_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DQ8433_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ8433_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DQ8433+SATELLITE: SATELLITE OBSERVATIONS - September 26, 2016
 DQ8433_ROD/PIPE-DEPTH: 4.6 meters
 DQ8433
 DQ8433  HISTORY     - Date     Condition        Report By
 DQ8433  HISTORY     - 20050810 MONUMENTED       MNDT
 DQ8433  HISTORY     - 20160926 GOOD             MNDT
 DQ8433
 DQ8433                          STATION DESCRIPTION
 DQ8433
 DQ8433'DESCRIBED BY MN DEPT OF TRANSP 2016 (KMS)
 DQ8433'THE MARK IS LOCATED ABOUT 3.6 MI (5.8 KM) NORTH OF GARRISON.
 DQ8433'
 DQ8433'TO REACH THE MARK GO 3.6 MI (5.8 KM) NORTH ALONG TRUNK HIGHWAY 169
 DQ8433'FROM THE JUNCTION OF TRUNK HIGHWAYS 169 AND TRUNK HIGHWAY 18 IN
 DQ8433'GARRISON, AT TRUNK HIGHWAY 169 MILE POINT 238.5.
 DQ8433'
 DQ8433'THE MARK IS LOCATED 59.4 FT (18.1 M) WEST OF TRUNK HIGHWAY 169, 26.2
 DQ8433'FT (8.0 M) NORTH OF 437TH LANE, 1.0 FT (0.3 M) EAST OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DH8148 ***********************************************************************
 DH8148  DESIGNATION -  0115 K
 DH8148  PID         -  DH8148
 DH8148  STATE/COUNTY-  MN/AITKIN
 DH8148  COUNTRY     -  US
 DH8148  USGS QUAD   -  GARRISON (2019)
 DH8148
 DH8148                         *CURRENT SURVEY CONTROL
 DH8148  ______________________________________________________________________
 DH8148* NAD 83(2011) POSITION- 46 19 18.75607(N) 093 48 06.71761(W)   ADJUSTED
 DH8148* NAD 83(2011) ELLIP HT-   356.742 (meters)        (06/27/12)   ADJUSTED
 DH8148* NAD 83(2011) EPOCH   -  2010.00
 DH8148* NAVD 88 ORTHO HEIGHT -   384.264 (meters)     1260.71  (feet) ADJUSTED
 DH8148  ______________________________________________________________________
 DH8148  GEOID HEIGHT    -        -27.523 (meters)                     GEOID18
 DH8148  NAD 83(2011) X  -   -292,594.231 (meters)                     COMP
 DH8148  NAD 83(2011) Y  - -4,403,049.117 (meters)                     COMP
 DH8148  NAD 83(2011) Z  -  4,590,286.633 (meters)                     COMP
 DH8148  LAPLACE CORR    -         -3.60  (seconds)                    DEFLEC18
 DH8148  DYNAMIC HEIGHT  -        384.273 (meters)     1260.74  (feet) COMP
 DH8148  MODELED GRAVITY -    980,625.3   (mgal)                       NAVD 88
 DH8148
 DH8148  VERT ORDER      -  SECOND    CLASS I
 DH8148
 DH8148  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DH8148  Standards:
 DH8148         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DH8148            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DH8148  -------------------------------------------------------------------
 DH8148  NETWORK    0.67   0.59           0.33   0.15   0.30     -0.05453865
 DH8148  -------------------------------------------------------------------
 DH8148  Click here for local accuracies and other accuracy information.
 DH8148
 DH8148.The horizontal coordinates were established by GPS observations
 DH8148.and adjusted by the National Geodetic Survey in June 2012.
 DH8148
 DH8148.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DH8148.been affixed to the stable North American tectonic plate. See 
 DH8148.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DH8148
 DH8148.The horizontal coordinates are valid at the epoch date displayed above
 DH8148.which is a decimal equivalence of Year/Month/Day.
 DH8148
 DH8148.The orthometric height was determined by differential leveling and
 DH8148.adjusted by the NATIONAL GEODETIC SURVEY
 DH8148.in April 2021.
 DH8148
 DH8148.Significant digits in the geoid height do not necessarily reflect accuracy.
 DH8148.GEOID18 height accuracy estimate available here.
 DH8148
 DH8148.Click photographs - Photos may exist for this station.
 DH8148
 DH8148.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH8148
 DH8148.The Laplace correction was computed from DEFLEC18 derived deflections.
 DH8148
 DH8148.The ellipsoidal height was determined by GPS observations
 DH8148.and is referenced to NAD 83.
 DH8148
 DH8148.The dynamic height is computed by dividing the NAVD 88
 DH8148.geopotential number by the normal gravity value computed on the
 DH8148.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH8148.degrees latitude (g = 980.6199 gals.).
 DH8148
 DH8148.The modeled gravity was interpolated from observed gravity values.
 DH8148
 DH8148. The following values were computed from the NAD 83(2011) position.
 DH8148
 DH8148;                    North         East     Units Scale Factor Converg.
 DH8148;SPC MN C     -   247,019.046   834,509.222   MT  0.99992205   +0 19 27.0
 DH8148;SPC MN C     -   810,428.32  2,737,885.67   sFT  0.99992205   +0 19 27.0
 DH8148;UTM  15      - 5,130,123.625   438,270.769   MT  0.99964684   -0 34 47.8
 DH8148
 DH8148!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH8148!SPC MN C     -   0.99994408  x   0.99992205  =   0.99986613
 DH8148!UTM  15      -   0.99994408  x   0.99964684  =   0.99959094
 DH8148
 DH8148_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVM3827030123(NAD 83)
 DH8148
 DH8148                          SUPERSEDED SURVEY CONTROL
 DH8148
 DH8148  NAD 83(2007)-  46 19 18.75614(N)    093 48 06.71863(W) AD(2002.00) 1
 DH8148  ELLIP H (07/07/09)  356.764  (m)                       GP(2002.00) 3 2
 DH8148  NAD 83(1996)-  46 19 18.75589(N)    093 48 06.71805(W) AD(       ) 1
 DH8148  ELLIP H (12/20/05)  356.814  (m)                       GP(       ) 3 2
 DH8148  NAVD 88 (12/20/05)  384.3    (m)  GEOID03  model used  GPS OBS        
 DH8148
 DH8148.Superseded values are not recommended for survey control.
 DH8148
 DH8148.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH8148.See file dsdata.pdf to determine how the superseded data were derived.
 DH8148
 DH8148_MARKER: DD = SURVEY DISK
 DH8148_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DH8148_STAMPING: 0115 K 2005
 DH8148_MARK LOGO: MNDT
 DH8148_PROJECTION: RECESSED 8 CENTIMETERS
 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 - October 12, 2022
 DH8148_ROD/PIPE-DEPTH: 3.0 meters
 DH8148
 DH8148  HISTORY     - Date     Condition        Report By
 DH8148  HISTORY     - 2005     MONUMENTED       MNDT
 DH8148  HISTORY     - 20050810 GOOD             MNDT
 DH8148  HISTORY     - 20160927 GOOD             MNDT
 DH8148  HISTORY     - 20200805 GOOD             MNDT
 DH8148  HISTORY     - 20221012 GOOD             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.
 DH8148
 DH8148                          STATION RECOVERY (2005)
 DH8148
 DH8148'RECOVERY NOTE BY MN DEPT OF TRANSP 2005 (KNB)
 DH8148'2.6 MI (4.2 KM) NORTH OF GARRISON.  2.6 MI (4.2 KM) NORTH ALONG TRUNK
 DH8148'HIGHWAY 169  FROM THE JUNCTION OF TRUNK HIGHWAYS 169 AND 18 IN
 DH8148'GARRISON, AT TRUNK HIGHWAY 169 MILE POINT 236.0, 67.9 FT (20.7 M)
 DH8148'NORTHWEST OF TRUNK HIGHWAY 169, 53.3 FT (16.2 M) SOUTHWEST OF
 DH8148'DRIVEWAY, 1.0 FT (0.3 M) SOUTHEAST OF A WITNESS POST.
 DH8148
 DH8148                          STATION RECOVERY (2016)
 DH8148
 DH8148'RECOVERY NOTE BY MN DEPT OF TRANSP 2016 (KMS)
 DH8148'RECOVERED AS DESCRIBED.
 DH8148
 DH8148                          STATION RECOVERY (2020)
 DH8148
 DH8148'RECOVERY NOTE BY MN DEPT OF TRANSP 2020 (KMS)
 DH8148'RECOVERED IN GOOD CONDITION.
 DH8148
 DH8148                          STATION RECOVERY (2022)
 DH8148
 DH8148'RECOVERY NOTE BY MN DEPT OF TRANSP 2022 (MAS)
 DH8148'2.6 MI (4.2 KM) NORTH OF GARRISON, 2.1 MI (3.4 KM) NORTH ALONG TRUNK
 DH8148'HIGHWAY 169 FROM THE JUNCTION OF TRUNK HIGHWAY 169 AND TRUNK HIGHWAY
 DH8148'18 IN GARRISON, AT TRUNK HIGHWAY 169 MILE POINT 236.0, 67.9 FT (20.7
 DH8148'M) NORTHWEST OF TRUNK HIGHWAY 169, 53.3 FT (16.2 M) SOUTHWEST OF 455TH
 DH8148'PLACE, 1.0 FT (0.3 M) SOUTHEAST OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DQ8447 ***********************************************************************
 DQ8447  DESIGNATION -  0115 L
 DQ8447  PID         -  DQ8447
 DQ8447  STATE/COUNTY-  MN/AITKIN
 DQ8447  COUNTRY     -  US
 DQ8447  USGS QUAD   -  GARRISON (2019)
 DQ8447
 DQ8447                         *CURRENT SURVEY CONTROL
 DQ8447  ______________________________________________________________________
 DQ8447* NAD 83(1986) POSITION- 46 19 35.91   (N) 093 46 57.27   (W)   HD_HELD1
 DQ8447* NAVD 88 ORTHO HEIGHT -   383.614 (meters)     1258.57  (feet) ADJUSTED
 DQ8447  ______________________________________________________________________
 DQ8447  GEOID HEIGHT    -        -27.557 (meters)                     GEOID18
 DQ8447  DYNAMIC HEIGHT  -        383.622 (meters)     1258.60  (feet) COMP
 DQ8447  MODELED GRAVITY -    980,621.9   (mgal)                       NAVD 88
 DQ8447
 DQ8447  VERT ORDER      -  SECOND    CLASS I
 DQ8447
 DQ8447.The horizontal coordinates were determined by differentially corrected
 DQ8447.hand held GPS observations or other comparable positioning techniques
 DQ8447.and have an estimated accuracy of +/- 3 meters.
 DQ8447
 DQ8447.The orthometric height was determined by differential leveling and
 DQ8447.adjusted by the NATIONAL GEODETIC SURVEY
 DQ8447.in April 2021.
 DQ8447
 DQ8447.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ8447.GEOID18 height accuracy estimate available here.
 DQ8447
 DQ8447.Click photographs - Photos may exist for this station.
 DQ8447
 DQ8447.The dynamic height is computed by dividing the NAVD 88
 DQ8447.geopotential number by the normal gravity value computed on the
 DQ8447.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ8447.degrees latitude (g = 980.6199 gals.).
 DQ8447
 DQ8447.The modeled gravity was interpolated from observed gravity values.
 DQ8447
 DQ8447;                    North         East    Units  Estimated Accuracy
 DQ8447;SPC MN C     -   247,557.2     835,991.6     MT  (+/- 3 meters HH1 GPS) 
 DQ8447
 DQ8447_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVM3976130638(NAD 83)
 DQ8447
 DQ8447                          SUPERSEDED SURVEY CONTROL
 DQ8447
 DQ8447.No superseded survey control is available for this station.
 DQ8447
 DQ8447_MARKER: F = FLANGE-ENCASED ROD
 DQ8447_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DQ8447_STAMPING: 0115 L 2016
 DQ8447_MARK LOGO: MNDT
 DQ8447_PROJECTION: RECESSED 5 CENTIMETERS
 DQ8447_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DQ8447_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ8447_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ8447+SATELLITE: SATELLITE OBSERVATIONS - November 08, 2016
 DQ8447_ROD/PIPE-DEPTH: 33.8 meters
 DQ8447
 DQ8447  HISTORY     - Date     Condition        Report By
 DQ8447  HISTORY     - 20161108 MONUMENTED       MNDT
 DQ8447
 DQ8447                          STATION DESCRIPTION
 DQ8447
 DQ8447'DESCRIBED BY MN DEPT OF TRANSP 2016
 DQ8447'THE MARK IS LOCATED ABOUT 3.0 MI (4.8 KM) NORTHEAST OF GARRISON.
 DQ8447'
 DQ8447'TO REACH THE MARK GO 2.0 MI (3.2 KM) SOUTHWEST ALONG TRUNK HIGHWAY
 DQ8447'169/TRUNK HIGHWAY 18 FROM THE JUNCTION OF TRUNK HIGHWAY 169 AND TRUNK
 DQ8447'HIGHWAY 18(THE JUNCTION IS 5.0 MI (8.0 KM) NORTHEAST OF GARRISON), AT
 DQ8447'TRUNK HIGHWAY 169 MILE POINT 236.85.
 DQ8447'
 DQ8447'THE MARK IS LOCATED 30.4 FT (9.3 M) SOUTH OF TRUNK HIGHWAY 169/TRUNK
 DQ8447'HIGHWAY 18, 1.5 FT (0.5 M) EAST OF A WITNESS POST.
 DQ8447'
 DQ8447'NOTE-THE STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM ROD
 DQ8447'DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION REMOVABLE DISK
 DQ8447'SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH PVC
 DQ8447'PIPE BACK FILLED WITH WASHED SAND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DQ8434 ***********************************************************************
 DQ8434  DESIGNATION -  0115 M
 DQ8434  PID         -  DQ8434
 DQ8434  STATE/COUNTY-  MN/AITKIN
 DQ8434  COUNTRY     -  US
 DQ8434  USGS QUAD   -  GARRISON (2019)
 DQ8434
 DQ8434                         *CURRENT SURVEY CONTROL
 DQ8434  ______________________________________________________________________
 DQ8434* NAD 83(1986) POSITION- 46 19 46.42   (N) 093 45 59.08   (W)   HD_HELD1
 DQ8434* NAVD 88 ORTHO HEIGHT -   383.999 (meters)     1259.84  (feet) ADJUSTED
 DQ8434  ______________________________________________________________________
 DQ8434  GEOID HEIGHT    -        -27.581 (meters)                     GEOID18
 DQ8434  DYNAMIC HEIGHT  -        384.005 (meters)     1259.86  (feet) COMP
 DQ8434  MODELED GRAVITY -    980,619.5   (mgal)                       NAVD 88
 DQ8434
 DQ8434  VERT ORDER      -  SECOND    CLASS I
 DQ8434
 DQ8434.The horizontal coordinates were determined by differentially corrected
 DQ8434.hand held GPS observations or other comparable positioning techniques
 DQ8434.and have an estimated accuracy of +/- 3 meters.
 DQ8434
 DQ8434.The orthometric height was determined by differential leveling and
 DQ8434.adjusted by the NATIONAL GEODETIC SURVEY
 DQ8434.in April 2021.
 DQ8434
 DQ8434.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ8434.GEOID18 height accuracy estimate available here.
 DQ8434
 DQ8434.Click photographs - Photos may exist for this station.
 DQ8434
 DQ8434.The dynamic height is computed by dividing the NAVD 88
 DQ8434.geopotential number by the normal gravity value computed on the
 DQ8434.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ8434.degrees latitude (g = 980.6199 gals.).
 DQ8434
 DQ8434.The modeled gravity was interpolated from observed gravity values.
 DQ8434
 DQ8434;                    North         East    Units  Estimated Accuracy
 DQ8434;SPC MN C     -   247,889.2     837,234.2     MT  (+/- 3 meters HH1 GPS) 
 DQ8434
 DQ8434_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVM4100830950(NAD 83)
 DQ8434
 DQ8434                          SUPERSEDED SURVEY CONTROL
 DQ8434
 DQ8434.No superseded survey control is available for this station.
 DQ8434
 DQ8434_MARKER: DD = SURVEY DISK
 DQ8434_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DQ8434_STAMPING: 0115 M 2016
 DQ8434_MARK LOGO: MNDT
 DQ8434_PROJECTION: RECESSED 5 CENTIMETERS
 DQ8434_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DQ8434_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ8434_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ8434+SATELLITE: SATELLITE OBSERVATIONS - November 08, 2016
 DQ8434_ROD/PIPE-DEPTH: 17.4 meters
 DQ8434
 DQ8434  HISTORY     - Date     Condition        Report By
 DQ8434  HISTORY     - 20161108 MONUMENTED       MNDT
 DQ8434
 DQ8434                          STATION DESCRIPTION
 DQ8434
 DQ8434'DESCRIBED BY MN DEPT OF TRANSP 2016
 DQ8434'THE MARK IS LOCATED ABOUT 3.6 MI (5.8 KM) NORTHEAST OF GARRISON.
 DQ8434'
 DQ8434'TO REACH THE MARK GO 1.2 MI (1.9 KM) SOUTHWEST ALONG TRUNK HIGHWAY
 DQ8434'169/TRUNK HIGHWAY 18 FROM THE JUNCTION OF TRUNK HIGHWAY 169 AND TRUNK
 DQ8434'HIGHWAY 18 (THE JUNCTION IS 5.0 MI (8.0 KM) NORTHEAST OF GARRISON), AT
 DQ8434'TRUNK HIGHWAY 169 MILE POINT 237.8.
 DQ8434'
 DQ8434'THE MARK IS LOCATED 51.4 FT (15.7 M) SOUTHEAST OF TRUNK HIGHWAY
 DQ8434'169/TRUNK HIGHWAY 18, 51.9 FT (15.8 M) NORTHWEST OF CONIFER STREET,
 DQ8434'1.5 FT (0.5 M) NORTHWEST OF A WITNESS POST.
 DQ8434'
 DQ8434'NOTE-THE STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM ROD
 DQ8434'DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION REMOVABLE DISK
 DQ8434'SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH PVC
 DQ8434'PIPE BACK FILLED WITH WASHED SAND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DQ8428 ***********************************************************************
 DQ8428  DESIGNATION -  0115 N
 DQ8428  PID         -  DQ8428
 DQ8428  STATE/COUNTY-  MN/AITKIN
 DQ8428  COUNTRY     -  US
 DQ8428  USGS QUAD   -  GARRISON (2019)
 DQ8428
 DQ8428                         *CURRENT SURVEY CONTROL
 DQ8428  ______________________________________________________________________
 DQ8428* NAD 83(1986) POSITION- 46 22 28.78   (N) 093 44 59.11   (W)   HD_HELD1
 DQ8428* NAVD 88 ORTHO HEIGHT -   394.969 (meters)     1295.83  (feet) ADJUSTED
 DQ8428  ______________________________________________________________________
 DQ8428  GEOID HEIGHT    -        -27.672 (meters)                     GEOID18
 DQ8428  DYNAMIC HEIGHT  -        394.974 (meters)     1295.84  (feet) COMP
 DQ8428  MODELED GRAVITY -    980,615.6   (mgal)                       NAVD 88
 DQ8428
 DQ8428  VERT ORDER      -  SECOND    CLASS I
 DQ8428
 DQ8428.The horizontal coordinates were determined by differentially corrected
 DQ8428.hand held GPS observations or other comparable positioning techniques
 DQ8428.and have an estimated accuracy of +/- 3 meters.
 DQ8428
 DQ8428.The orthometric height was determined by differential leveling and
 DQ8428.adjusted by the NATIONAL GEODETIC SURVEY
 DQ8428.in April 2021.
 DQ8428
 DQ8428.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ8428.GEOID18 height accuracy estimate available here.
 DQ8428
 DQ8428.Click photographs - Photos may exist for this station.
 DQ8428
 DQ8428.The dynamic height is computed by dividing the NAVD 88
 DQ8428.geopotential number by the normal gravity value computed on the
 DQ8428.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ8428.degrees latitude (g = 980.6199 gals.).
 DQ8428
 DQ8428.The modeled gravity was interpolated from observed gravity values.
 DQ8428
 DQ8428;                    North         East    Units  Estimated Accuracy
 DQ8428;SPC MN C     -   252,909.9     838,485.2     MT  (+/- 3 meters HH1 GPS) 
 DQ8428
 DQ8428_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVM4233835949(NAD 83)
 DQ8428
 DQ8428                          SUPERSEDED SURVEY CONTROL
 DQ8428
 DQ8428.No superseded survey control is available for this station.
 DQ8428
 DQ8428_MARKER: F = FLANGE-ENCASED ROD
 DQ8428_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DQ8428_STAMPING: 0115 N 2016
 DQ8428_MARK LOGO: MNDT
 DQ8428_PROJECTION: RECESSED 5 CENTIMETERS
 DQ8428_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DQ8428_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ8428_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ8428+SATELLITE: SATELLITE OBSERVATIONS - November 09, 2016
 DQ8428_ROD/PIPE-DEPTH: 12.5 meters
 DQ8428
 DQ8428  HISTORY     - Date     Condition        Report By
 DQ8428  HISTORY     - 20161109 MONUMENTED       MNDT
 DQ8428
 DQ8428                          STATION DESCRIPTION
 DQ8428
 DQ8428'DESCRIBED BY MN DEPT OF TRANSP 2016
 DQ8428'THE MARK IS LOCATED ABOUT 6.5 MI (10.5 KM) NORTHEAST OF GARRISON.
 DQ8428'
 DQ8428'TO REACH THE MARK GO 2.15 MI (3.46 KM) NORTH ALONG TRUNK HIGHWAY 169
 DQ8428'FROM THE JUNCTION OF TRUNK HIGHWAY 169 AND TRUNK HIGHWAY 18 (THE
 DQ8428'JUNCTION IS 5.0 MI (8.0 KM) NORTHEAST OF GARRISON), AT TRUNK HIGHWAY
 DQ8428'169 MILE POINT 241.15.
 DQ8428'
 DQ8428'THE MARK IS LOCATED 68.8 FT (21.0 M) WEST OF TRUNK HIGHWAY 169, 15.4
 DQ8428'FT (4.7 M) SOUTH OF A RIGHT-OF-WAY POST, 1.5 FT (0.5 M) EAST OF A
 DQ8428'WITNESS POST.
 DQ8428'
 DQ8428'NOTE-THE STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM ROD
 DQ8428'DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION REMOVABLE DISK
 DQ8428'SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH PVC
 DQ8428'PIPE BACK FILLED WITH WASHED SAND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DQ8426 ***********************************************************************
 DQ8426  DESIGNATION -  0115 P
 DQ8426  PID         -  DQ8426
 DQ8426  STATE/COUNTY-  MN/AITKIN
 DQ8426  COUNTRY     -  US
 DQ8426  USGS QUAD   -  SPIRIT LAKE (2019)
 DQ8426
 DQ8426                         *CURRENT SURVEY CONTROL
 DQ8426  ______________________________________________________________________
 DQ8426* NAD 83(1986) POSITION- 46 23 53.70   (N) 093 44 56.27   (W)   HD_HELD1
 DQ8426* NAVD 88 ORTHO HEIGHT -   386.291 (meters)     1267.36  (feet) ADJUSTED
 DQ8426  ______________________________________________________________________
 DQ8426  GEOID HEIGHT    -        -27.701 (meters)                     GEOID18
 DQ8426  DYNAMIC HEIGHT  -        386.298 (meters)     1267.38  (feet) COMP
 DQ8426  MODELED GRAVITY -    980,620.8   (mgal)                       NAVD 88
 DQ8426
 DQ8426  VERT ORDER      -  SECOND    CLASS I
 DQ8426
 DQ8426.The horizontal coordinates were determined by differentially corrected
 DQ8426.hand held GPS observations or other comparable positioning techniques
 DQ8426.and have an estimated accuracy of +/- 3 meters.
 DQ8426
 DQ8426.The orthometric height was determined by differential leveling and
 DQ8426.adjusted by the NATIONAL GEODETIC SURVEY
 DQ8426.in April 2021.
 DQ8426
 DQ8426.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ8426.GEOID18 height accuracy estimate available here.
 DQ8426
 DQ8426.Click photographs - Photos may exist for this station.
 DQ8426
 DQ8426.The dynamic height is computed by dividing the NAVD 88
 DQ8426.geopotential number by the normal gravity value computed on the
 DQ8426.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ8426.degrees latitude (g = 980.6199 gals.).
 DQ8426
 DQ8426.The modeled gravity was interpolated from observed gravity values.
 DQ8426
 DQ8426;                    North         East    Units  Estimated Accuracy
 DQ8426;SPC MN C     -   255,532.2     838,529.3     MT  (+/- 3 meters HH1 GPS) 
 DQ8426
 DQ8426_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVM4242338569(NAD 83)
 DQ8426
 DQ8426                          SUPERSEDED SURVEY CONTROL
 DQ8426
 DQ8426.No superseded survey control is available for this station.
 DQ8426
 DQ8426_MARKER: DB = BENCH MARK DISK
 DQ8426_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 DQ8426_STAMPING: 0115 P 2016
 DQ8426_MARK LOGO: MNHD
 DQ8426_PROJECTION: FLUSH
 DQ8426_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DQ8426_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DQ8426_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DQ8426+SATELLITE: SATELLITE OBSERVATIONS - October 11, 2016
 DQ8426
 DQ8426  HISTORY     - Date     Condition        Report By
 DQ8426  HISTORY     - 19700401 MONUMENTED       MNHD
 DQ8426  HISTORY     - 20161011 GOOD             MNDT
 DQ8426
 DQ8426                          STATION DESCRIPTION
 DQ8426
 DQ8426'DESCRIBED BY MN DEPT OF TRANSP 2016 (KMS)
 DQ8426'THE MARK IS LOCATED ABOUT 7.8 MI (12.6 KM) NORTHEAST OF GARRISON.
 DQ8426'
 DQ8426'TO REACH THE MARK GO 3.75 MI (6.03 KM) NORTH ALONG TRUNK HIGHWAY 169
 DQ8426'FROM THE JUNCTION OF TRUNK HIGHWAY 169 AND TRUNK HIGHWAY 8 (THE
 DQ8426'JUNCTION IS 5.0 MI (8.0 KM) NORTH OF GARRISON), AT TRUNK HIGHWAY 169
 DQ8426'MILE POINT 242.80.
 DQ8426'
 DQ8426'THE MARK IS LOCATED 65.7 FT (20.0 M) EAST OF TRUNK HIGHWAY 169, 1.0 FT
 DQ8426'(0.3 M) NORTH OF A WITNESS POST.  THE MONUMENT WAS SET IN 1970.
 DQ8426'
 DQ8426'NOTE-THEN STAMPED WHEN IT WAS FIRST USED IN 2016.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DQ8422 ***********************************************************************
 DQ8422  DESIGNATION -  0115 Q
 DQ8422  PID         -  DQ8422
 DQ8422  STATE/COUNTY-  MN/AITKIN
 DQ8422  COUNTRY     -  US
 DQ8422  USGS QUAD   -  SPIRIT LAKE (2019)
 DQ8422
 DQ8422                         *CURRENT SURVEY CONTROL
 DQ8422  ______________________________________________________________________
 DQ8422* NAD 83(1986) POSITION- 46 25 55.99   (N) 093 44 36.02   (W)   HD_HELD1
 DQ8422* NAVD 88 ORTHO HEIGHT -   384.959 (meters)     1262.99  (feet) ADJUSTED
 DQ8422  ______________________________________________________________________
 DQ8422  GEOID HEIGHT    -        -27.737 (meters)                     GEOID18
 DQ8422  DYNAMIC HEIGHT  -        384.969 (meters)     1263.02  (feet) COMP
 DQ8422  MODELED GRAVITY -    980,629.5   (mgal)                       NAVD 88
 DQ8422
 DQ8422  VERT ORDER      -  SECOND    CLASS I
 DQ8422
 DQ8422.The horizontal coordinates were determined by differentially corrected
 DQ8422.hand held GPS observations or other comparable positioning techniques
 DQ8422.and have an estimated accuracy of +/- 3 meters.
 DQ8422
 DQ8422.The orthometric height was determined by differential leveling and
 DQ8422.adjusted by the NATIONAL GEODETIC SURVEY
 DQ8422.in April 2021.
 DQ8422
 DQ8422.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ8422.GEOID18 height accuracy estimate available here.
 DQ8422
 DQ8422.Click photographs - Photos may exist for this station.
 DQ8422
 DQ8422.The dynamic height is computed by dividing the NAVD 88
 DQ8422.geopotential number by the normal gravity value computed on the
 DQ8422.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ8422.degrees latitude (g = 980.6199 gals.).
 DQ8422
 DQ8422.The modeled gravity was interpolated from observed gravity values.
 DQ8422
 DQ8422;                    North         East    Units  Estimated Accuracy
 DQ8422;SPC MN C     -   259,310.6     838,937.7     MT  (+/- 3 meters HH1 GPS) 
 DQ8422
 DQ8422_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVM4289142340(NAD 83)
 DQ8422
 DQ8422                          SUPERSEDED SURVEY CONTROL
 DQ8422
 DQ8422.No superseded survey control is available for this station.
 DQ8422
 DQ8422_MARKER: F = FLANGE-ENCASED ROD
 DQ8422_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DQ8422_STAMPING: 0115 Q 2016
 DQ8422_MARK LOGO: MNDT
 DQ8422_PROJECTION: RECESSED 5 CENTIMETERS
 DQ8422_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DQ8422_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ8422_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ8422+SATELLITE: SATELLITE OBSERVATIONS - November 09, 2016
 DQ8422_ROD/PIPE-DEPTH: 21.3 meters
 DQ8422
 DQ8422  HISTORY     - Date     Condition        Report By
 DQ8422  HISTORY     - 20161109 MONUMENTED       MNDT
 DQ8422
 DQ8422                          STATION DESCRIPTION
 DQ8422
 DQ8422'DESCRIBED BY MN DEPT OF TRANSP 2016
 DQ8422'THE MARK IS LOCATED ABOUT 7.1 MI (11.4 KM) SOUTH OF AITKIN.
 DQ8422'
 DQ8422'TO REACH THE MARK GO 7.4 MI (11.9 KM) SOUTH ALONG TRUNK HIGHWAY 169
 DQ8422'FROM THE JUNCTION OF TRUNK HIGHWAY 169 AND TRUNK HIGHWAY 210 IN
 DQ8422'AITKIN, AT TRUNK HIGHWAY 169 MILE POINT 245.2.
 DQ8422'
 DQ8422'THE MARK IS LOCATED 84.2 FT (25.7 M) EAST OF TRUNK HIGHWAY 169, 77.4
 DQ8422'FT (23.6 M) NORTH OF COUNTY ROAD 28, 55.4 FT (16.9 M) NORTHEAST OF A
 DQ8422'LIGHT POLE, 3.1 FT (0.9 M) SOUTH OF A TRAIL SIGN, 1.5 FT (0.5 M) EAST
 DQ8422'OF A WITNESS POST.
 DQ8422'
 DQ8422'NOTE-THE STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM ROD
 DQ8422'DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION REMOVABLE DISK
 DQ8422'SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH PVC
 DQ8422'PIPE BACK FILLED WITH WASHED SAND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DQ8419 ***********************************************************************
 DQ8419  DESIGNATION -  0115 R
 DQ8419  PID         -  DQ8419
 DQ8419  STATE/COUNTY-  MN/AITKIN
 DQ8419  COUNTRY     -  US
 DQ8419  USGS QUAD   -  SPIRIT LAKE (2019)
 DQ8419
 DQ8419                         *CURRENT SURVEY CONTROL
 DQ8419  ______________________________________________________________________
 DQ8419* NAD 83(1986) POSITION- 46 27 51.27   (N) 093 43 14.68   (W)   HD_HELD1
 DQ8419* NAVD 88 ORTHO HEIGHT -   385.594 (meters)     1265.07  (feet) ADJUSTED
 DQ8419  ______________________________________________________________________
 DQ8419  GEOID HEIGHT    -        -27.786 (meters)                     GEOID18
 DQ8419  DYNAMIC HEIGHT  -        385.607 (meters)     1265.11  (feet) COMP
 DQ8419  MODELED GRAVITY -    980,637.9   (mgal)                       NAVD 88
 DQ8419
 DQ8419  VERT ORDER      -  SECOND    CLASS I
 DQ8419
 DQ8419.The horizontal coordinates were determined by differentially corrected
 DQ8419.hand held GPS observations or other comparable positioning techniques
 DQ8419.and have an estimated accuracy of +/- 3 meters.
 DQ8419
 DQ8419.The orthometric height was determined by differential leveling and
 DQ8419.adjusted by the NATIONAL GEODETIC SURVEY
 DQ8419.in April 2021.
 DQ8419
 DQ8419.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ8419.GEOID18 height accuracy estimate available here.
 DQ8419
 DQ8419.Click photographs - Photos may exist for this station.
 DQ8419
 DQ8419.The dynamic height is computed by dividing the NAVD 88
 DQ8419.geopotential number by the normal gravity value computed on the
 DQ8419.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ8419.degrees latitude (g = 980.6199 gals.).
 DQ8419
 DQ8419.The modeled gravity was interpolated from observed gravity values.
 DQ8419
 DQ8419;                    North         East    Units  Estimated Accuracy
 DQ8419;SPC MN C     -   262,881.2     840,650.3     MT  (+/- 3 meters HH1 GPS) 
 DQ8419
 DQ8419_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVM4465945882(NAD 83)
 DQ8419
 DQ8419                          SUPERSEDED SURVEY CONTROL
 DQ8419
 DQ8419.No superseded survey control is available for this station.
 DQ8419
 DQ8419_MARKER: F = FLANGE-ENCASED ROD
 DQ8419_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DQ8419_STAMPING: 0115 R 2016
 DQ8419_MARK LOGO: MNDT
 DQ8419_PROJECTION: RECESSED 5 CENTIMETERS
 DQ8419_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DQ8419_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ8419_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ8419+SATELLITE: SATELLITE OBSERVATIONS - November 09, 2016
 DQ8419_ROD/PIPE-DEPTH: 22.6 meters
 DQ8419
 DQ8419  HISTORY     - Date     Condition        Report By
 DQ8419  HISTORY     - 20161109 MONUMENTED       MNDT
 DQ8419
 DQ8419                          STATION DESCRIPTION
 DQ8419
 DQ8419'DESCRIBED BY MN DEPT OF TRANSP 2016
 DQ8419'THE MARK IS LOCATED ABOUT 4.8 MI (7.7 KM) SOUTH OF AITKIN.
 DQ8419'
 DQ8419'TO REACH THE MARK GO 4.9 MI (7.9 KM) SOUTH ALONG TRUNK HIGHWAY 169
 DQ8419'FROM THE JUNCTION OF TRUNK HIGHWAY 169 AND TRUNK HIGHWAY 210 IN
 DQ8419'AITKIN, AT TRUNK HIGHWAY 169 MILE POINT 247.7.
 DQ8419'
 DQ8419'THE MARK IS LOCATED 30.0 FT (9.1 M) NORTHWEST OF TRUNK HIGHWAY 169,
 DQ8419'62.8 FT (19.1 M) SOUTH-SOUTHWEST OF THE END OF A WIRED GUARD RAIL,
 DQ8419'60.1 FT (18.3 M) NORTH-NORTHEAST OF CABLE BOX NUMBER 6A, 1.5 FT (0.5
 DQ8419'M) SOUTHEAST OF A WITNESS POST.
 DQ8419'
 DQ8419'NOTE-THE STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM ROD
 DQ8419'DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION REMOVABLE DISK
 DQ8419'SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH PVC
 DQ8419'PIPE BACK FILLED WITH WASHED SAND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DQ8357 ***********************************************************************
 DQ8357  DESIGNATION -  0115 S
 DQ8357  PID         -  DQ8357
 DQ8357  STATE/COUNTY-  MN/AITKIN
 DQ8357  COUNTRY     -  US
 DQ8357  USGS QUAD   -  AITKIN (2019)
 DQ8357
 DQ8357                         *CURRENT SURVEY CONTROL
 DQ8357  ______________________________________________________________________
 DQ8357* NAD 83(1986) POSITION- 46 31 33.52   (N) 093 42 25.37   (W)   HD_HELD1
 DQ8357* NAVD 88 ORTHO HEIGHT -   375.997 (meters)     1233.58  (feet) ADJUSTED
 DQ8357  ______________________________________________________________________
 DQ8357  GEOID HEIGHT    -        -27.872 (meters)                     GEOID18
 DQ8357  DYNAMIC HEIGHT  -        376.016 (meters)     1233.65  (feet) COMP
 DQ8357  MODELED GRAVITY -    980,652.4   (mgal)                       NAVD 88
 DQ8357
 DQ8357  VERT ORDER      -  SECOND    CLASS I
 DQ8357
 DQ8357.The horizontal coordinates were determined by differentially corrected
 DQ8357.hand held GPS observations or other comparable positioning techniques
 DQ8357.and have an estimated accuracy of +/- 3 meters.
 DQ8357
 DQ8357.The orthometric height was determined by differential leveling and
 DQ8357.adjusted by the NATIONAL GEODETIC SURVEY
 DQ8357.in April 2021.
 DQ8357
 DQ8357.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ8357.GEOID18 height accuracy estimate available here.
 DQ8357
 DQ8357.Click photographs - Photos may exist for this station.
 DQ8357
 DQ8357.The dynamic height is computed by dividing the NAVD 88
 DQ8357.geopotential number by the normal gravity value computed on the
 DQ8357.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ8357.degrees latitude (g = 980.6199 gals.).
 DQ8357
 DQ8357.The modeled gravity was interpolated from observed gravity values.
 DQ8357
 DQ8357;                    North         East    Units  Estimated Accuracy
 DQ8357;SPC MN C     -   269,750.3     841,655.3     MT  (+/- 3 meters HH1 GPS) 
 DQ8357
 DQ8357_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVM4577252732(NAD 83)
 DQ8357
 DQ8357                          SUPERSEDED SURVEY CONTROL
 DQ8357
 DQ8357.No superseded survey control is available for this station.
 DQ8357
 DQ8357_MARKER: DB = BENCH MARK DISK
 DQ8357_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 DQ8357_STAMPING: 0115 S 2016
 DQ8357_MARK LOGO: MNHD
 DQ8357_PROJECTION: PROJECTING 46 CENTIMETERS
 DQ8357_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DQ8357_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DQ8357_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ8357+SATELLITE: SATELLITE OBSERVATIONS - October 11, 2016
 DQ8357
 DQ8357  HISTORY     - Date     Condition        Report By
 DQ8357  HISTORY     - 19700401 MONUMENTED       MNHD
 DQ8357  HISTORY     - 20161011 GOOD             MNDT
 DQ8357
 DQ8357                          STATION DESCRIPTION
 DQ8357
 DQ8357'DESCRIBED BY MN DEPT OF TRANSP 2016 (KMS)
 DQ8357'THE STATION IS LOCATED ABOUT 10.3 MI (16.6 KM) EAST OF CUYUNA, 6.9 MI
 DQ8357'(11.1 KM) SOUTHWEST OF HASSMAN AND IN THE TOWN OF AITKIN, MN.
 DQ8357'
 DQ8357'TO REACH THE MARK AT THE JUNCTION OF TRUNK HIGHWAY 169 AND TRUNK
 DQ8357'HIGHWAY 47 IN AITKIN, AT TRUNK HIGHWAY 169 MILE POINT 252.0.
 DQ8357'
 DQ8357'THE MARK IS LOCATED 56.0 FT (17.1 M) SOUTH OF TRUNK HIGHWAY 47, 11.3
 DQ8357'FT (3.4 M) EAST OF THE EAST CURB OF TRUNK HIGHWAY 169, 0.5 FT (15 CM)
 DQ8357'NORTH OF A WITNESS POST.  THE MONUMENT WAS SET IN 1970.
 DQ8357'
 DQ8357'NOTE-THEN STAMPED WHEN IT WAS FIRST USED IN 2016.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DL1981 ***********************************************************************
 DL1981  DESIGNATION -  0116 AA
 DL1981  PID         -  DL1981
 DL1981  STATE/COUNTY-  MN/AITKIN
 DL1981  COUNTRY     -  US
 DL1981  USGS QUAD   -  HILL CITY (2019)
 DL1981
 DL1981                         *CURRENT SURVEY CONTROL
 DL1981  ______________________________________________________________________
 DL1981* NAD 83(1986) POSITION- 46 54 25.0    (N) 093 36 51.4    (W)   HD_HELD2
 DL1981* NAVD 88 ORTHO HEIGHT -   388.359 (meters)     1274.14  (feet) ADJUSTED
 DL1981  ______________________________________________________________________
 DL1981  GEOID HEIGHT    -        -28.725 (meters)                     GEOID18
 DL1981  DYNAMIC HEIGHT  -        388.382 (meters)     1274.22  (feet) COMP
 DL1981  MODELED GRAVITY -    980,663.2   (mgal)                       NAVD 88
 DL1981
 DL1981  VERT ORDER      -  SECOND    CLASS I
 DL1981
 DL1981.The horizontal coordinates were established by autonomous hand held GPS
 DL1981.observations and have an estimated accuracy of +/- 10 meters.
 DL1981
 DL1981.The orthometric height was determined by differential leveling and
 DL1981.adjusted by the NATIONAL GEODETIC SURVEY
 DL1981.in April 2021.
 DL1981
 DL1981.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL1981.GEOID18 height accuracy estimate available here.
 DL1981
 DL1981.Click photographs - Photos may exist for this station.
 DL1981
 DL1981.The dynamic height is computed by dividing the NAVD 88
 DL1981.geopotential number by the normal gravity value computed on the
 DL1981.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL1981.degrees latitude (g = 980.6199 gals.).
 DL1981
 DL1981.The modeled gravity was interpolated from observed gravity values.
 DL1981
 DL1981;                    North         East    Units  Estimated Accuracy
 DL1981;SPC MN C     -   312,150.      848,432.      MT  (+/- 10 meters HH2 GPS)
 DL1981
 DL1981_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVM5321895006(NAD 83)
 DL1981
 DL1981                          SUPERSEDED SURVEY CONTROL
 DL1981
 DL1981  NAVD 88 (05/06/09)  388.368  (m)         1274.17   (f) SUPERSEDED  2 1
 DL1981
 DL1981.Superseded values are not recommended for survey control.
 DL1981
 DL1981.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL1981.See file dsdata.pdf to determine how the superseded data were derived.
 DL1981
 DL1981_MARKER: DV = VERTICAL CONTROL DISK
 DL1981_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DL1981_STAMPING: 0116 AA 1983
 DL1981_MARK LOGO: MNDT
 DL1981_PROJECTION: FLUSH
 DL1981_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DL1981_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL1981_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DL1981+SATELLITE: SATELLITE OBSERVATIONS - March 30, 2017
 DL1981_ROD/PIPE-DEPTH: 9.1 meters
 DL1981
 DL1981  HISTORY     - Date     Condition        Report By
 DL1981  HISTORY     - 1983     MONUMENTED       MNDT
 DL1981  HISTORY     - 19970708 GOOD             MNDT
 DL1981  HISTORY     - 20170330 GOOD             MNDT
 DL1981
 DL1981                          STATION DESCRIPTION
 DL1981
 DL1981'DESCRIBED BY MN DEPT OF TRANSP 1997 (DKH)
 DL1981'THE STATION IS LOCATED ABOUT 7.5 MI (12.1 KM) EAST-SOUTHEAST OF SHOVEL
 DL1981'LAKE, 6.0 MI (9.7 KM) SOUTH OF HILL CITY AND 2.9 MI (4.7 KM)
 DL1981'EAST-NORTHEAST OF SWATARA, LOCATED ABOUT 5.55 MI (8.9 KM) SOUTH ON
 DL1981'TRUNK HIGHWAY 169 FROM THE JUNCTION OF TRUNK HIGHWAY 169 AND TRUNK
 DL1981'HIGHWAY 200 AT HILL CITY TO GRAVEL ROAD WEST, AT TRUNK HIGHWAY 169
 DL1981'MILEPOST 281.4, 89.6 FT (27.3 M) WEST OF TRUNK HIGHWAY 169, 39.5 FT
 DL1981'(12.0 M) SOUTH OF GRAVEL ROAD, 31.91 FT (9.7 M) WEST-SOUTHWEST OF
 DL1981'STATION DEVLIN MNDT, 1.3 FT (0.4 M) NORTH OF A WITNESS POST, 99.53 FT
 DL1981'(30.3 M) SOUTHWEST OF DEVLIN MNDT REFERENCE MARK 1.
 DL1981
 DL1981                          STATION RECOVERY (2017)
 DL1981
 DL1981'RECOVERY NOTE BY MN DEPT OF TRANSP 2017 (MAS)
 DL1981'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DQ8515 ***********************************************************************
 DQ8515  DESIGNATION -  0116 AC RESET
 DQ8515  PID         -  DQ8515
 DQ8515  STATE/COUNTY-  MN/AITKIN
 DQ8515  COUNTRY     -  US
 DQ8515  USGS QUAD   -  HILL CITY (2019)
 DQ8515
 DQ8515                         *CURRENT SURVEY CONTROL
 DQ8515  ______________________________________________________________________
 DQ8515* NAD 83(1986) POSITION- 46 55 43.00   (N) 093 36 12.99   (W)   HD_HELD1
 DQ8515* NAVD 88 ORTHO HEIGHT -   388.165 (meters)     1273.50  (feet) ADJUSTED
 DQ8515  ______________________________________________________________________
 DQ8515  GEOID HEIGHT    -        -28.787 (meters)                     GEOID18
 DQ8515  DYNAMIC HEIGHT  -        388.189 (meters)     1273.58  (feet) COMP
 DQ8515  MODELED GRAVITY -    980,664.3   (mgal)                       NAVD 88
 DQ8515
 DQ8515  VERT ORDER      -  SECOND    CLASS I
 DQ8515
 DQ8515.The horizontal coordinates were determined by differentially corrected
 DQ8515.hand held GPS observations or other comparable positioning techniques
 DQ8515.and have an estimated accuracy of +/- 3 meters.
 DQ8515
 DQ8515.The orthometric height was determined by differential leveling and
 DQ8515.adjusted by the NATIONAL GEODETIC SURVEY
 DQ8515.in April 2021.
 DQ8515
 DQ8515.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ8515.GEOID18 height accuracy estimate available here.
 DQ8515
 DQ8515.Click photographs - Photos may exist for this station.
 DQ8515
 DQ8515.The dynamic height is computed by dividing the NAVD 88
 DQ8515.geopotential number by the normal gravity value computed on the
 DQ8515.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ8515.degrees latitude (g = 980.6199 gals.).
 DQ8515
 DQ8515.The modeled gravity was interpolated from observed gravity values.
 DQ8515
 DQ8515;                    North         East    Units  Estimated Accuracy
 DQ8515;SPC MN C     -   314,564.9     849,225.7     MT  (+/- 3 meters HH1 GPS) 
 DQ8515
 DQ8515_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVM5404997407(NAD 83)
 DQ8515
 DQ8515                          SUPERSEDED SURVEY CONTROL
 DQ8515
 DQ8515.No superseded survey control is available for this station.
 DQ8515
 DQ8515_MARKER: I = METAL ROD
 DQ8515_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DQ8515_STAMPING: 0116 AC RESET 2017
 DQ8515_MARK LOGO: MNDT
 DQ8515_PROJECTION: RECESSED 8 CENTIMETERS
 DQ8515_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DQ8515_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ8515_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ8515+SATELLITE: SATELLITE OBSERVATIONS - April 03, 2017
 DQ8515_ROD/PIPE-DEPTH: 17.7 meters
 DQ8515
 DQ8515  HISTORY     - Date     Condition        Report By
 DQ8515  HISTORY     - 20170403 MONUMENTED       MNDT
 DQ8515
 DQ8515                          STATION DESCRIPTION
 DQ8515
 DQ8515'DESCRIBED BY MN DEPT OF TRANSP 2017
 DQ8515'THE MARK IS LOCATED ABOUT 4.5 MI (7.2 KM) SOUTH OF HILL CITY.
 DQ8515'
 DQ8515'TO REACH THE MARK GO 4.0 MI (6.4 KM) SOUTH ALONG TRUNK HIGHWAY 169
 DQ8515'FROM THE JUNCTION OF TRUNK HIGHWAY 169 AND TRUNK HIGHWAY 200 IN HILL
 DQ8515'CITY, AT TRUNK HIGHWAY 169 MILE POINT 283.0.
 DQ8515'
 DQ8515'THE MARK IS LOCATED 88.5 FT (27.0 M) EAST OF TRUNK HIGHWAY 169, 61.0
 DQ8515'FT (18.6 M) SOUTH OF 630TH LANE, 41.0 FT (12.5 M) SOUTHWEST OF
 DQ8515'REFERENCE MARK 1, 30.9 FT (9.4 M) SOUTH-SOUTHEAST OF DAGLE MNDT, 23.5
 DQ8515'FT (7.2 M) SOUTH-SOUTHEAST OF A POWER POLE, 1.0 FT (0.3 M) WEST OF A
 DQ8515'WITNESS POST.
 DQ8515'
 DQ8515'NOTE-THE STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM ROD
 DQ8515'DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION REMOVABLE DISK
 DQ8515'SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH PVC
 DQ8515'PIPE BACK FILLED WITH WASHED SAND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DL1985 ***********************************************************************
 DL1985  DESIGNATION -  0116 AD
 DL1985  PID         -  DL1985
 DL1985  STATE/COUNTY-  MN/AITKIN
 DL1985  COUNTRY     -  US
 DL1985  USGS QUAD   -  HILL CITY (2019)
 DL1985
 DL1985                         *CURRENT SURVEY CONTROL
 DL1985  ______________________________________________________________________
 DL1985* NAD 83(1986) POSITION- 46 56 10.5    (N) 093 36 13.4    (W)   HD_HELD2
 DL1985* NAVD 88 ORTHO HEIGHT -   388.100 (meters)     1273.29  (feet) ADJUSTED
 DL1985  ______________________________________________________________________
 DL1985  GEOID HEIGHT    -        -28.804 (meters)                     GEOID18
 DL1985  DYNAMIC HEIGHT  -        388.124 (meters)     1273.37  (feet) COMP
 DL1985  MODELED GRAVITY -    980,664.5   (mgal)                       NAVD 88
 DL1985
 DL1985  VERT ORDER      -  SECOND    CLASS I
 DL1985
 DL1985.The horizontal coordinates were established by autonomous hand held GPS
 DL1985.observations and have an estimated accuracy of +/- 10 meters.
 DL1985
 DL1985.The orthometric height was determined by differential leveling and
 DL1985.adjusted by the NATIONAL GEODETIC SURVEY
 DL1985.in April 2021.
 DL1985
 DL1985.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL1985.GEOID18 height accuracy estimate available here.
 DL1985
 DL1985.Click photographs - Photos may exist for this station.
 DL1985
 DL1985.The dynamic height is computed by dividing the NAVD 88
 DL1985.geopotential number by the normal gravity value computed on the
 DL1985.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL1985.degrees latitude (g = 980.6199 gals.).
 DL1985
 DL1985.The modeled gravity was interpolated from observed gravity values.
 DL1985
 DL1985;                    North         East    Units  Estimated Accuracy
 DL1985;SPC MN C     -   315,414.      849,210.      MT  (+/- 10 meters HH2 GPS)
 DL1985
 DL1985_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVM5404798256(NAD 83)
 DL1985
 DL1985                          SUPERSEDED SURVEY CONTROL
 DL1985
 DL1985  NAVD 88 (05/06/09)  388.107  (m)         1273.31   (f) SUPERSEDED  2 1
 DL1985
 DL1985.Superseded values are not recommended for survey control.
 DL1985
 DL1985.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL1985.See file dsdata.pdf to determine how the superseded data were derived.
 DL1985
 DL1985_MARKER: DV = VERTICAL CONTROL DISK
 DL1985_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DL1985_STAMPING: 0116 AD 1983
 DL1985_MARK LOGO: MNDT
 DL1985_PROJECTION: FLUSH
 DL1985_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DL1985_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL1985_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DL1985+SATELLITE: SATELLITE OBSERVATIONS - April 03, 2017
 DL1985_ROD/PIPE-DEPTH: 15.2 meters
 DL1985
 DL1985  HISTORY     - Date     Condition        Report By
 DL1985  HISTORY     - 1983     MONUMENTED       MNDT
 DL1985  HISTORY     - 19970708 GOOD             MNDT
 DL1985  HISTORY     - 20170403 GOOD             MNDT
 DL1985
 DL1985                          STATION DESCRIPTION
 DL1985
 DL1985'DESCRIBED BY MN DEPT OF TRANSP 1997 (WAS)
 DL1985'THE STATION IS LOCATED ABOUT 7.2 MI (11.7 KM) EAST-SOUTHEAST OF SHOVEL
 DL1985'LAKE, 4.4 MI (7.0 KM) NORTHEAST OF SWATARA AND 3.9 MI (6.3 KM) SOUTH
 DL1985'OF HILL CITY, ABOUT 3.45 MI (5.55 KM) SOUTH ON TH 169 FROM JCT OF TH
 DL1985'169 AND TH 200 AT HILL CITY TO DRIVEWAY WEST, AT TH 169 MP 283.55,
 DL1985'78.0 FT (23.8 M) WEST OF TH 169, 26 FT (7.9 M) NORTH OF DRIVEWAY, 48.8
 DL1985'FT (14.9 M) ENE OF P-POLE, 1.3 FT (0.4 M) ESE OF WITNESS POST.
 DL1985
 DL1985                          STATION RECOVERY (2017)
 DL1985
 DL1985'RECOVERY NOTE BY MN DEPT OF TRANSP 2017 (MAS)
 DL1985'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DL1987 ***********************************************************************
 DL1987  DESIGNATION -  0116 AE
 DL1987  PID         -  DL1987
 DL1987  STATE/COUNTY-  MN/AITKIN
 DL1987  COUNTRY     -  US
 DL1987  USGS QUAD   -  HILL CITY (2019)
 DL1987
 DL1987                         *CURRENT SURVEY CONTROL
 DL1987  ______________________________________________________________________
 DL1987* NAD 83(1986) POSITION- 46 57 02.3    (N) 093 36 10.6    (W)   HD_HELD2
 DL1987* NAVD 88 ORTHO HEIGHT -   386.794 (meters)     1269.01  (feet) ADJUSTED
 DL1987  ______________________________________________________________________
 DL1987  GEOID HEIGHT    -        -28.836 (meters)                     GEOID18
 DL1987  DYNAMIC HEIGHT  -        386.819 (meters)     1269.09  (feet) COMP
 DL1987  MODELED GRAVITY -    980,665.1   (mgal)                       NAVD 88
 DL1987
 DL1987  VERT ORDER      -  SECOND    CLASS I
 DL1987
 DL1987.The horizontal coordinates were established by autonomous hand held GPS
 DL1987.observations and have an estimated accuracy of +/- 10 meters.
 DL1987
 DL1987.The orthometric height was determined by differential leveling and
 DL1987.adjusted by the NATIONAL GEODETIC SURVEY
 DL1987.in April 2021.
 DL1987
 DL1987.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL1987.GEOID18 height accuracy estimate available here.
 DL1987
 DL1987.Click photographs - Photos may exist for this station.
 DL1987
 DL1987.The dynamic height is computed by dividing the NAVD 88
 DL1987.geopotential number by the normal gravity value computed on the
 DL1987.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL1987.degrees latitude (g = 980.6199 gals.).
 DL1987
 DL1987.The modeled gravity was interpolated from observed gravity values.
 DL1987
 DL1987;                    North         East    Units  Estimated Accuracy
 DL1987;SPC MN C     -   317,014.      849,256.      MT  (+/- 10 meters HH2 GPS)
 DL1987
 DL1987_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVM5411899855(NAD 83)
 DL1987
 DL1987                          SUPERSEDED SURVEY CONTROL
 DL1987
 DL1987  NAVD 88 (05/06/09)  386.804  (m)         1269.04   (f) SUPERSEDED  2 1
 DL1987
 DL1987.Superseded values are not recommended for survey control.
 DL1987
 DL1987.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL1987.See file dsdata.pdf to determine how the superseded data were derived.
 DL1987
 DL1987_MARKER: DD = SURVEY DISK
 DL1987_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 DL1987_SP_SET: BOX CULVERT
 DL1987_STAMPING: 0116 AE 1983
 DL1987_MARK LOGO: MNHD
 DL1987_MAGNETIC: N = NO MAGNETIC MATERIAL
 DL1987_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DL1987+STABILITY: SURFACE MOTION
 DL1987_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DL1987+SATELLITE: SATELLITE OBSERVATIONS - May 17, 2017
 DL1987
 DL1987  HISTORY     - Date     Condition        Report By
 DL1987  HISTORY     - 1983     MONUMENTED       MNDT
 DL1987  HISTORY     - 19970708 GOOD             MNDT
 DL1987  HISTORY     - 20170517 GOOD             MNDT
 DL1987
 DL1987                          STATION DESCRIPTION
 DL1987
 DL1987'DESCRIBED BY MN DEPT OF TRANSP 1997 (WAS)
 DL1987'THE STATION IS LOCATED ABOUT 7.1 MI (11.5 KM) EAST OF SHOVEL LAKE, 5.1
 DL1987'MI (8.2 KM) NORTHEAST OF SWATARA AND 3.0 MI (4.8 KM) SOUTH OF HILL
 DL1987'CITY, ABOUT 2.45 MI (3.94 KM) SOUTH ON TH 169 FROM JCT OF TH 169 AND
 DL1987'TH 200 AT HILL CITY TO GRAVEL RD EAST, AT TH 169 MP 284.55, IN SE COR
 DL1987'OF TH 169 BOX CULVERT, 27.5 FT (8.4 M) EAST OF TH 169, 42 FT (12.8 M)
 DL1987'SOUTH OF GRAVEL RD, 0.4 FT (12.2 CM) NORTH OF SOUTH END OF BOX
 DL1987'CULVERT.
 DL1987
 DL1987                          STATION RECOVERY (2017)
 DL1987
 DL1987'RECOVERY NOTE BY MN DEPT OF TRANSP 2017 (JHL)
 DL1987'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DQ8517 ***********************************************************************
 DQ8517  DESIGNATION -  0116 AF RESET
 DQ8517  PID         -  DQ8517
 DQ8517  STATE/COUNTY-  MN/AITKIN
 DQ8517  COUNTRY     -  US
 DQ8517  USGS QUAD   -  HILL CITY (2019)
 DQ8517
 DQ8517                         *CURRENT SURVEY CONTROL
 DQ8517  ______________________________________________________________________
 DQ8517* NAD 83(1986) POSITION- 46 57 41.19   (N) 093 36 09.43   (W)   HD_HELD1
 DQ8517* NAVD 88 ORTHO HEIGHT -   388.973 (meters)     1276.16  (feet) ADJUSTED
 DQ8517  ______________________________________________________________________
 DQ8517  GEOID HEIGHT    -        -28.860 (meters)                     GEOID18
 DQ8517  DYNAMIC HEIGHT  -        388.998 (meters)     1276.24  (feet) COMP
 DQ8517  MODELED GRAVITY -    980,665.5   (mgal)                       NAVD 88
 DQ8517
 DQ8517  VERT ORDER      -  SECOND    CLASS I
 DQ8517
 DQ8517.The horizontal coordinates were determined by differentially corrected
 DQ8517.hand held GPS observations or other comparable positioning techniques
 DQ8517.and have an estimated accuracy of +/- 3 meters.
 DQ8517
 DQ8517.The orthometric height was determined by differential leveling and
 DQ8517.adjusted by the NATIONAL GEODETIC SURVEY
 DQ8517.in April 2021.
 DQ8517
 DQ8517.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ8517.GEOID18 height accuracy estimate available here.
 DQ8517
 DQ8517.Click photographs - Photos may exist for this station.
 DQ8517
 DQ8517.The dynamic height is computed by dividing the NAVD 88
 DQ8517.geopotential number by the normal gravity value computed on the
 DQ8517.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ8517.degrees latitude (g = 980.6199 gals.).
 DQ8517
 DQ8517.The modeled gravity was interpolated from observed gravity values.
 DQ8517
 DQ8517;                    North         East    Units  Estimated Accuracy
 DQ8517;SPC MN C     -   318,215.1     849,271.1     MT  (+/- 3 meters HH1 GPS) 
 DQ8517
 DQ8517_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVN5415201055(NAD 83)
 DQ8517
 DQ8517                          SUPERSEDED SURVEY CONTROL
 DQ8517
 DQ8517.No superseded survey control is available for this station.
 DQ8517
 DQ8517_MARKER: I = METAL ROD
 DQ8517_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DQ8517_STAMPING: 0116 AF RESET 2017
 DQ8517_MARK LOGO: MNDT
 DQ8517_PROJECTION: RECESSED 20 CENTIMETERS
 DQ8517_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DQ8517_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ8517_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ8517+SATELLITE: SATELLITE OBSERVATIONS - April 03, 2017
 DQ8517_ROD/PIPE-DEPTH: 13.7 meters
 DQ8517
 DQ8517  HISTORY     - Date     Condition        Report By
 DQ8517  HISTORY     - 20170403 MONUMENTED       MNDT
 DQ8517
 DQ8517                          STATION DESCRIPTION
 DQ8517
 DQ8517'DESCRIBED BY MN DEPT OF TRANSP 2017
 DQ8517'THE MARK IS LOCATED ABOUT 2.2 MI (3.5 KM) SOUTH OF HILL CITY.
 DQ8517'
 DQ8517'TO REACH THE MARK GO 1.7 MI (2.7 KM) SOUTH ALONG TRUNK HIGHWAY 169
 DQ8517'FROM THE JUNCTION OF TRUNK HIGHWAY 169 AND TRUNK HIGHWAY 200 IN HILL
 DQ8517'CITY, AT TRUNK HIGHWAY 169 MILE POINT 285.3.
 DQ8517'
 DQ8517'THE MARK IS LOCATED 77.0 FT (23.5 M) EAST OF TRUNK HIGHWAY 169, 19.0
 DQ8517'FT (5.8 M) SOUTH OF AIRPORT ROAD, 21.7 FT (6.6 M) WEST OF A POWER
 DQ8517'POLE, 1.0 FT (0.3 M) NORTH OF A WITNESS POST.
 DQ8517'
 DQ8517'NOTE-THE STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM ROD
 DQ8517'DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION REMOVABLE DISK
 DQ8517'SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH PVC
 DQ8517'PIPE BACK FILLED WITH WASHED SAND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DQ8519 ***********************************************************************
 DQ8519  DESIGNATION -  0116 AG RESET 2
 DQ8519  PID         -  DQ8519
 DQ8519  STATE/COUNTY-  MN/AITKIN
 DQ8519  COUNTRY     -  US
 DQ8519  USGS QUAD   -  HILL CITY (2019)
 DQ8519
 DQ8519                         *CURRENT SURVEY CONTROL
 DQ8519  ______________________________________________________________________
 DQ8519* NAD 83(1986) POSITION- 46 58 18.97   (N) 093 36 09.67   (W)   HD_HELD1
 DQ8519* NAVD 88 ORTHO HEIGHT -   390.510 (meters)     1281.20  (feet) ADJUSTED
 DQ8519  ______________________________________________________________________
 DQ8519  GEOID HEIGHT    -        -28.882 (meters)                     GEOID18
 DQ8519  DYNAMIC HEIGHT  -        390.535 (meters)     1281.28  (feet) COMP
 DQ8519  MODELED GRAVITY -    980,665.8   (mgal)                       NAVD 88
 DQ8519
 DQ8519  VERT ORDER      -  SECOND    CLASS I
 DQ8519
 DQ8519.The horizontal coordinates were determined by differentially corrected
 DQ8519.hand held GPS observations or other comparable positioning techniques
 DQ8519.and have an estimated accuracy of +/- 3 meters.
 DQ8519
 DQ8519.The orthometric height was determined by differential leveling and
 DQ8519.adjusted by the NATIONAL GEODETIC SURVEY
 DQ8519.in April 2021.
 DQ8519
 DQ8519.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ8519.GEOID18 height accuracy estimate available here.
 DQ8519
 DQ8519.Click photographs - Photos may exist for this station.
 DQ8519
 DQ8519.The dynamic height is computed by dividing the NAVD 88
 DQ8519.geopotential number by the normal gravity value computed on the
 DQ8519.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ8519.degrees latitude (g = 980.6199 gals.).
 DQ8519
 DQ8519.The modeled gravity was interpolated from observed gravity values.
 DQ8519
 DQ8519;                    North         East    Units  Estimated Accuracy
 DQ8519;SPC MN C     -   319,381.7     849,256.5     MT  (+/- 3 meters HH1 GPS) 
 DQ8519
 DQ8519_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVN5415602221(NAD 83)
 DQ8519
 DQ8519                          SUPERSEDED SURVEY CONTROL
 DQ8519
 DQ8519.No superseded survey control is available for this station.
 DQ8519
 DQ8519_MARKER: I = METAL ROD
 DQ8519_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DQ8519_STAMPING: 0116 AG RESET 2017
 DQ8519_MARK LOGO: MNDT
 DQ8519_PROJECTION: RECESSED 8 CENTIMETERS
 DQ8519_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DQ8519_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ8519_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ8519+SATELLITE: SATELLITE OBSERVATIONS - April 03, 2017
 DQ8519_ROD/PIPE-DEPTH: 13.7 meters
 DQ8519
 DQ8519  HISTORY     - Date     Condition        Report By
 DQ8519  HISTORY     - 20170403 MONUMENTED       MNDT
 DQ8519
 DQ8519                          STATION DESCRIPTION
 DQ8519
 DQ8519'DESCRIBED BY MN DEPT OF TRANSP 2017
 DQ8519'THE MARK IS LOCATED ABOUT 1.5 MI (2.4 KM) SOUTH OF HILL CITY.
 DQ8519'
 DQ8519'TO REACH THE MARK GO 1.0 MI (1.6 KM) SOUTH ALONG TRUNK HIGHWAY 169
 DQ8519'FROM THE JUNCTION OF TRUNK HIGHWAY 169 AND TRUNK HIGHWAY 200 IN HILL
 DQ8519'CITY, AT TRUNK HIGHWAY 169 MILE POINT 286.
 DQ8519'
 DQ8519'THE MARK IS LOCATED 91.0 FT (27.7 M) EAST OF TRUNK HIGHWAY 169, 38.8
 DQ8519'FT (11.8 M) SOUTH OF COUNTY ROAD 82, 5.5 FT (1.7 M) WEST-NORTHWEST OF
 DQ8519'A POWER POLE, 2.5 FT (0.8 M) WEST OF A WITNESS POST.
 DQ8519'
 DQ8519'NOTE-THE STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM ROD
 DQ8519'DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION REMOVABLE DISK
 DQ8519'SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH PVC
 DQ8519'PIPE BACK FILLED WITH WASHED SAND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DI3200 ***********************************************************************
 DI3200  DESIGNATION -  0116 AH
 DI3200  PID         -  DI3200
 DI3200  STATE/COUNTY-  MN/AITKIN
 DI3200  COUNTRY     -  US
 DI3200  USGS QUAD   -  HILL CITY (2019)
 DI3200
 DI3200                         *CURRENT SURVEY CONTROL
 DI3200  ______________________________________________________________________
 DI3200* NAD 83(1986) POSITION- 46 58 44.4    (N) 093 36 14.4    (W)   HD_HELD2
 DI3200* NAVD 88 ORTHO HEIGHT -   388.912 (meters)     1275.96  (feet) ADJUSTED
 DI3200  ______________________________________________________________________
 DI3200  GEOID HEIGHT    -        -28.897 (meters)                     GEOID18
 DI3200  DYNAMIC HEIGHT  -        388.937 (meters)     1276.04  (feet) COMP
 DI3200  MODELED GRAVITY -    980,666.1   (mgal)                       NAVD 88
 DI3200
 DI3200  VERT ORDER      -  SECOND    CLASS I
 DI3200
 DI3200.The horizontal coordinates were established by autonomous hand held GPS
 DI3200.observations and have an estimated accuracy of +/- 10 meters.
 DI3200
 DI3200.The orthometric height was determined by differential leveling and
 DI3200.adjusted by the NATIONAL GEODETIC SURVEY
 DI3200.in April 2021.
 DI3200
 DI3200.Significant digits in the geoid height do not necessarily reflect accuracy.
 DI3200.GEOID18 height accuracy estimate available here.
 DI3200
 DI3200.Click photographs - Photos may exist for this station.
 DI3200
 DI3200.The dynamic height is computed by dividing the NAVD 88
 DI3200.geopotential number by the normal gravity value computed on the
 DI3200.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DI3200.degrees latitude (g = 980.6199 gals.).
 DI3200
 DI3200.The modeled gravity was interpolated from observed gravity values.
 DI3200
 DI3200;                    North         East    Units  Estimated Accuracy
 DI3200;SPC MN C     -   320,166.      849,150.      MT  (+/- 10 meters HH2 GPS)
 DI3200
 DI3200_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVN5406203007(NAD 83)
 DI3200
 DI3200                          SUPERSEDED SURVEY CONTROL
 DI3200
 DI3200  NAVD 88 (06/28/07)  388.923  (m)         1275.99   (f) ADJUSTED    2 1
 DI3200
 DI3200.Superseded values are not recommended for survey control.
 DI3200
 DI3200.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DI3200.See file dsdata.pdf to determine how the superseded data were derived.
 DI3200
 DI3200_MARKER: DV = VERTICAL CONTROL DISK
 DI3200_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 DI3200_SP_SET: BOX CULVERT
 DI3200_STAMPING: 0116 AH 1983
 DI3200_MARK LOGO: MNHD
 DI3200_MAGNETIC: N = NO MAGNETIC MATERIAL
 DI3200_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DI3200+STABILITY: SURFACE MOTION
 DI3200_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DI3200+SATELLITE: SATELLITE OBSERVATIONS - May 17, 2017
 DI3200
 DI3200  HISTORY     - Date     Condition        Report By
 DI3200  HISTORY     - 1983     MONUMENTED       MNDT
 DI3200  HISTORY     - 19970708 GOOD             MNDT
 DI3200  HISTORY     - 20020410 GOOD             MNDT
 DI3200  HISTORY     - 20070111 GOOD             MNDT
 DI3200  HISTORY     - 20170517 GOOD             MNDT
 DI3200
 DI3200                          STATION DESCRIPTION
 DI3200
 DI3200'DESCRIBED BY MN DEPT OF TRANSP 1997 (WAS)
 DI3200'THE STATION IS LOCATED ABOUT 7.2 MI (11.6 KM) EAST-NORTHEAST OF SHOVEL
 DI3200'LAKE, 6.6 MI (10.7 KM) NORTH-NORTHEAST OF SWATARA AND 1.0 MI (1.7 KM)
 DI3200'SOUTH-SOUTHWEST OF HILL CITY.  THE MARK IS LOCATED ABOUT 0.5 MI
 DI3200'(0.8 KM) SOUTH ON TH 169 FROM JCT OF TH 169 AND TH 200 AT HILL CITY,
 DI3200'IN SE END OF TH 169 TRIPLE BOX CULVERT 91863 OVER HILL RIVER, AT TH
 DI3200'169 MP 286.5, 45.6 FT (13.9 M) EAST OF TH 169, 49.1 FT (15.0 M) SSW OF
 DI3200'P-POLE.
 DI3200
 DI3200                          STATION RECOVERY (2002)
 DI3200
 DI3200'RECOVERY NOTE BY MN DEPT OF TRANSP 2002 (WAS)
 DI3200'RECOVERED AS DESCRIBED.
 DI3200
 DI3200                          STATION RECOVERY (2007)
 DI3200
 DI3200'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (WAS)
 DI3200'THE MARK WAS RECOVERED AS DESCRIBED. THE MARK IS LOCATED ABOUT 0.5 MI
 DI3200'(0.8 KM) SOUTH ON TH 169 FROM JUNCTION OF TH 169 AND TH 200 AT HILL
 DI3200'CITY, IN THE SE END OF THE TH 169 TRIPLE BOX CULVERT 91863 OVER HILL
 DI3200'RIVER, AT THE TH 169 MP 286.5, 45.6 FT (13.9 M) EAST OF TH 169, 49.1
 DI3200'FT (15.0 M) SOUTH-SOUTHWEST OF POWER POLE.
 DI3200
 DI3200                          STATION RECOVERY (2017)
 DI3200
 DI3200'RECOVERY NOTE BY MN DEPT OF TRANSP 2017 (JHL)
 DI3200'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DQ8520 ***********************************************************************
 DQ8520  DESIGNATION -  0116 AJ RESET 2
 DQ8520  PID         -  DQ8520
 DQ8520  STATE/COUNTY-  MN/AITKIN
 DQ8520  COUNTRY     -  US
 DQ8520  USGS QUAD   -  HILL CITY (2019)
 DQ8520
 DQ8520                         *CURRENT SURVEY CONTROL
 DQ8520  ______________________________________________________________________
 DQ8520* NAD 83(1986) POSITION- 46 59 12.03   (N) 093 36 15.97   (W)   HD_HELD1
 DQ8520* NAVD 88 ORTHO HEIGHT -   389.582 (meters)     1278.15  (feet) ADJUSTED
 DQ8520  ______________________________________________________________________
 DQ8520  GEOID HEIGHT    -        -28.913 (meters)                     GEOID18
 DQ8520  DYNAMIC HEIGHT  -        389.607 (meters)     1278.24  (feet) COMP
 DQ8520  MODELED GRAVITY -    980,666.4   (mgal)                       NAVD 88
 DQ8520
 DQ8520  VERT ORDER      -  SECOND    CLASS I
 DQ8520
 DQ8520.The horizontal coordinates were determined by differentially corrected
 DQ8520.hand held GPS observations or other comparable positioning techniques
 DQ8520.and have an estimated accuracy of +/- 3 meters.
 DQ8520
 DQ8520.The orthometric height was determined by differential leveling and
 DQ8520.adjusted by the NATIONAL GEODETIC SURVEY
 DQ8520.in April 2021.
 DQ8520
 DQ8520.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ8520.GEOID18 height accuracy estimate available here.
 DQ8520
 DQ8520.Click photographs - Photos may exist for this station.
 DQ8520
 DQ8520.The dynamic height is computed by dividing the NAVD 88
 DQ8520.geopotential number by the normal gravity value computed on the
 DQ8520.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ8520.degrees latitude (g = 980.6199 gals.).
 DQ8520
 DQ8520.The modeled gravity was interpolated from observed gravity values.
 DQ8520
 DQ8520;                    North         East    Units  Estimated Accuracy
 DQ8520;SPC MN C     -   321,019.1     849,110.0     MT  (+/- 3 meters HH1 GPS) 
 DQ8520
 DQ8520_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVN5403603860(NAD 83)
 DQ8520
 DQ8520                          SUPERSEDED SURVEY CONTROL
 DQ8520
 DQ8520.No superseded survey control is available for this station.
 DQ8520
 DQ8520_MARKER: I = METAL ROD
 DQ8520_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DQ8520_STAMPING: 0116 AJ RESET 2017
 DQ8520_MARK LOGO: MNDT
 DQ8520_PROJECTION: FLUSH
 DQ8520_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DQ8520_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ8520_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ8520+SATELLITE: SATELLITE OBSERVATIONS - April 04, 2017
 DQ8520_ROD/PIPE-DEPTH: 13.1 meters
 DQ8520
 DQ8520  HISTORY     - Date     Condition        Report By
 DQ8520  HISTORY     - 20170404 MONUMENTED       MNDT
 DQ8520
 DQ8520                          STATION DESCRIPTION
 DQ8520
 DQ8520'DESCRIBED BY MN DEPT OF TRANSP 2017
 DQ8520'THE STATION IS LOCATED ABOUT 7.3 MI (11.7 KM) EAST-NORTHEAST OF SHOVEL
 DQ8520'LAKE.
 DQ8520'
 DQ8520'TO REACH THE MARK GO 7.1 MI (11.4 KM) NORTH-NORTHEAST OF SWATARA AND
 DQ8520'IN THE TOWN OF HILL CITY, MN.  AT THE JUNCTION OF TRUNK HIGHWAY 169
 DQ8520'AND TRUNK HIGHWAY 200 IN HILL CITY, AT TRUNK HIGHWAY 169 MILE POINT
 DQ8520'287.0.
 DQ8520'
 DQ8520'THE MARK IS LOCATED 61.0 FT (18.6 M) EAST OF TRUNK HIGHWAY 169, 44.5
 DQ8520'FT (13.6 M) NORTH OF TRUNK HIGHWAY 200, 15.7 FT (4.8 M) EAST-NORTHEAST
 DQ8520'OF A POWER POLE, 2.9 FT (0.9 M) NORTHEAST OF A WITNESS POST.
 DQ8520'
 DQ8520'NOTE-THE STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM ROD
 DQ8520'DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION REMOVABLE DISK
 DQ8520'SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH PVC
 DQ8520'PIPE BACK FILLED WITH WASHED SAND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DL1949 ***********************************************************************
 DL1949  DESIGNATION -  0116 AK
 DL1949  PID         -  DL1949
 DL1949  STATE/COUNTY-  MN/AITKIN
 DL1949  COUNTRY     -  US
 DL1949  USGS QUAD   -  WAUKENABO (2019)
 DL1949
 DL1949                         *CURRENT SURVEY CONTROL
 DL1949  ______________________________________________________________________
 DL1949* NAD 83(1986) POSITION- 46 39 02.63   (N) 093 36 45.29   (W)   HD_HELD1
 DL1949* NAVD 88 ORTHO HEIGHT -   371.572 (meters)     1219.07  (feet) ADJUSTED
 DL1949  ______________________________________________________________________
 DL1949  GEOID HEIGHT    -        -28.129 (meters)                     GEOID18
 DL1949  DYNAMIC HEIGHT  -        371.594 (meters)     1219.14  (feet) COMP
 DL1949  MODELED GRAVITY -    980,663.7   (mgal)                       NAVD 88
 DL1949
 DL1949  VERT ORDER      -  SECOND    CLASS I
 DL1949
 DL1949.The horizontal coordinates were determined by differentially corrected
 DL1949.hand held GPS observations or other comparable positioning techniques
 DL1949.and have an estimated accuracy of +/- 3 meters.
 DL1949
 DL1949.The orthometric height was determined by differential leveling and
 DL1949.adjusted by the NATIONAL GEODETIC SURVEY
 DL1949.in May 2009.
 DL1949
 DL1949.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL1949.GEOID18 height accuracy estimate available here.
 DL1949
 DL1949.Click photographs - Photos may exist for this station.
 DL1949
 DL1949.The dynamic height is computed by dividing the NAVD 88
 DL1949.geopotential number by the normal gravity value computed on the
 DL1949.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL1949.degrees latitude (g = 980.6199 gals.).
 DL1949
 DL1949.The modeled gravity was interpolated from observed gravity values.
 DL1949
 DL1949;                    North         East    Units  Estimated Accuracy
 DL1949;SPC MN C     -   283,670.7     848,791.0     MT  (+/- 3 meters HH1 GPS) 
 DL1949
 DL1949_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVM5312566534(NAD 83)
 DL1949
 DL1949                          SUPERSEDED SURVEY CONTROL
 DL1949
 DL1949.No superseded survey control is available for this station.
 DL1949
 DL1949_MARKER: DV = VERTICAL CONTROL DISK
 DL1949_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DL1949_SP_SET: BRIDGE RAILING
 DL1949_STAMPING: 0116 AK 1993
 DL1949_MARK LOGO: MNDT
 DL1949_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DL1949_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL1949_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DL1949+SATELLITE: SATELLITE OBSERVATIONS - March 27, 2017
 DL1949
 DL1949  HISTORY     - Date     Condition        Report By
 DL1949  HISTORY     - 1993     MONUMENTED       MNDT
 DL1949  HISTORY     - 19970710 GOOD             MNDT
 DL1949  HISTORY     - 20170327 GOOD             MNDT
 DL1949
 DL1949                          STATION DESCRIPTION
 DL1949
 DL1949'DESCRIBED BY MN DEPT OF TRANSP 1997 (WAS)
 DL1949'THE STATION IS LOCATED ABOUT 7.3 MI (11.8 KM) SOUTHWEST OF PALISADE,
 DL1949'6.2 MI (10.0 KM) SOUTH OF WAUKENABO AND 3.4 MI (5.5 KM) NORTH OF
 DL1949'HASSMAN, IN RAILING AT SE CORNER OF BRIDGE NO 01004 OVER MISSISSPPI
 DL1949'RIVER, 2.85 MI (4.59 KM) NORTH ALONG TH 169 FROM JCT OF TH 169 AND TH
 DL1949'210 IN HASSMAN, AT TH 169 MP 263.45, 22.5 FT (6.9 M) EAST OF TH 169,
 DL1949'11.0 FT (3.4 M) NORTH OF SE CORNER OF GUARD RAIL, 2.9 FT (0.9 M) ABOVE
 DL1949'PAVEMENT.
 DL1949
 DL1949                          STATION RECOVERY (2017)
 DL1949
 DL1949'RECOVERY NOTE BY MN DEPT OF TRANSP 2017 (MAS)
 DL1949'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DQ8498 ***********************************************************************
 DQ8498  DESIGNATION -  0116 AL
 DQ8498  PID         -  DQ8498
 DQ8498  STATE/COUNTY-  MN/AITKIN
 DQ8498  COUNTRY     -  US
 DQ8498  USGS QUAD   -  WAUKENABO (2019)
 DQ8498
 DQ8498                         *CURRENT SURVEY CONTROL
 DQ8498  ______________________________________________________________________
 DQ8498* NAD 83(1986) POSITION- 46 37 44.59   (N) 093 36 44.73   (W)   HD_HELD1
 DQ8498* NAVD 88 ORTHO HEIGHT -   369.578 (meters)     1212.52  (feet) ADJUSTED
 DQ8498  ______________________________________________________________________
 DQ8498  GEOID HEIGHT    -        -28.083 (meters)                     GEOID18
 DQ8498  DYNAMIC HEIGHT  -        369.600 (meters)     1212.60  (feet) COMP
 DQ8498  MODELED GRAVITY -    980,662.5   (mgal)                       NAVD 88
 DQ8498
 DQ8498  VERT ORDER      -  SECOND    CLASS I
 DQ8498
 DQ8498.The horizontal coordinates were determined by differentially corrected
 DQ8498.hand held GPS observations or other comparable positioning techniques
 DQ8498.and have an estimated accuracy of +/- 3 meters.
 DQ8498
 DQ8498.The orthometric height was determined by differential leveling and
 DQ8498.adjusted by the NATIONAL GEODETIC SURVEY
 DQ8498.in April 2021.
 DQ8498
 DQ8498.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ8498.GEOID18 height accuracy estimate available here.
 DQ8498
 DQ8498.Click photographs - Photos may exist for this station.
 DQ8498
 DQ8498.The dynamic height is computed by dividing the NAVD 88
 DQ8498.geopotential number by the normal gravity value computed on the
 DQ8498.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ8498.degrees latitude (g = 980.6199 gals.).
 DQ8498
 DQ8498.The modeled gravity was interpolated from observed gravity values.
 DQ8498
 DQ8498;                    North         East    Units  Estimated Accuracy
 DQ8498;SPC MN C     -   281,261.3     848,822.3     MT  (+/- 3 meters HH1 GPS) 
 DQ8498
 DQ8498_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVM5311864125(NAD 83)
 DQ8498
 DQ8498                          SUPERSEDED SURVEY CONTROL
 DQ8498
 DQ8498.No superseded survey control is available for this station.
 DQ8498
 DQ8498_MARKER: F = FLANGE-ENCASED ROD
 DQ8498_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DQ8498_STAMPING: 0116 AL 2017
 DQ8498_MARK LOGO: MNDT
 DQ8498_PROJECTION: RECESSED 10 CENTIMETERS
 DQ8498_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DQ8498_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ8498_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ8498+SATELLITE: SATELLITE OBSERVATIONS - April 24, 2017
 DQ8498_ROD/PIPE-DEPTH: 15.8 meters
 DQ8498
 DQ8498  HISTORY     - Date     Condition        Report By
 DQ8498  HISTORY     - 20170424 MONUMENTED       MNDT
 DQ8498
 DQ8498                          STATION DESCRIPTION
 DQ8498
 DQ8498'DESCRIBED BY MN DEPT OF TRANSP 2017
 DQ8498'THE MARK IS LOCATED ABOUT 7.3 MI (11.7 KM) NORTHEAST OF AITKIN.
 DQ8498'
 DQ8498'TO REACH THE MARK GO 1.4 MI (2.3 KM) NORTH ALONG TRUNK HIGHWAY 169
 DQ8498'FROM THE JUNCTION OF TRUNK HIGHWAY 169 AND TRUNK HIGHWAY 210 (THE
 DQ8498'JUNCTION IS 5.5 MI (8.8 KM) NORTHEAST OF AITKIN), AT TRUNK HIGHWAY 169
 DQ8498'MILE POINT 261.95.
 DQ8498'
 DQ8498'THE MARK IS LOCATED 60.1 FT (18.3 M) WEST OF TRUNK HIGHWAY 169, 14.5
 DQ8498'FT (4.4 M) NORTH OF AN ENTRANCE, 1.5 FT (0.5 M) SOUTH OF A WITNESS
 DQ8498'POST.
 DQ8498'
 DQ8498'NOTE - THE STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM
 DQ8498'ROD DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION REMOVABLE
 DQ8498'DISK SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH
 DQ8498'PVC PIPE BACK FILLED WITH WASHED SAND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DQ8499 ***********************************************************************
 DQ8499  DESIGNATION -  0116 AM
 DQ8499  PID         -  DQ8499
 DQ8499  STATE/COUNTY-  MN/AITKIN
 DQ8499  COUNTRY     -  US
 DQ8499  USGS QUAD   -  WAUKENABO (2019)
 DQ8499
 DQ8499                         *CURRENT SURVEY CONTROL
 DQ8499  ______________________________________________________________________
 DQ8499* NAD 83(1986) POSITION- 46 38 18.40   (N) 093 36 44.33   (W)   HD_HELD1
 DQ8499* NAVD 88 ORTHO HEIGHT -   369.230 (meters)     1211.38  (feet) ADJUSTED
 DQ8499  ______________________________________________________________________
 DQ8499  GEOID HEIGHT    -        -28.103 (meters)                     GEOID18
 DQ8499  DYNAMIC HEIGHT  -        369.252 (meters)     1211.45  (feet) COMP
 DQ8499  MODELED GRAVITY -    980,663.0   (mgal)                       NAVD 88
 DQ8499
 DQ8499  VERT ORDER      -  SECOND    CLASS I
 DQ8499
 DQ8499.The horizontal coordinates were determined by differentially corrected
 DQ8499.hand held GPS observations or other comparable positioning techniques
 DQ8499.and have an estimated accuracy of +/- 3 meters.
 DQ8499
 DQ8499.The orthometric height was determined by differential leveling and
 DQ8499.adjusted by the NATIONAL GEODETIC SURVEY
 DQ8499.in April 2021.
 DQ8499
 DQ8499.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ8499.GEOID18 height accuracy estimate available here.
 DQ8499
 DQ8499.Click photographs - Photos may exist for this station.
 DQ8499
 DQ8499.The dynamic height is computed by dividing the NAVD 88
 DQ8499.geopotential number by the normal gravity value computed on the
 DQ8499.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ8499.degrees latitude (g = 980.6199 gals.).
 DQ8499
 DQ8499.The modeled gravity was interpolated from observed gravity values.
 DQ8499
 DQ8499;                    North         East    Units  Estimated Accuracy
 DQ8499;SPC MN C     -   282,305.3     848,822.4     MT  (+/- 3 meters HH1 GPS) 
 DQ8499
 DQ8499_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVM5313565169(NAD 83)
 DQ8499
 DQ8499                          SUPERSEDED SURVEY CONTROL
 DQ8499
 DQ8499.No superseded survey control is available for this station.
 DQ8499
 DQ8499_MARKER: F = FLANGE-ENCASED ROD
 DQ8499_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DQ8499_STAMPING: 0116 AM 2017
 DQ8499_MARK LOGO: MNDT
 DQ8499_PROJECTION: RECESSED 5 CENTIMETERS
 DQ8499_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DQ8499_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ8499_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ8499+SATELLITE: SATELLITE OBSERVATIONS - April 24, 2017
 DQ8499_ROD/PIPE-DEPTH: 15.5 meters
 DQ8499
 DQ8499  HISTORY     - Date     Condition        Report By
 DQ8499  HISTORY     - 20170424 MONUMENTED       MNDT
 DQ8499
 DQ8499                          STATION DESCRIPTION
 DQ8499
 DQ8499'DESCRIBED BY MN DEPT OF TRANSP 2017
 DQ8499'THE MARK IS LOCATED ABOUT 7.7 MI (12.4 KM) NORTHEAST OF AITKIN.
 DQ8499'
 DQ8499'TO REACH THE MARK GO 2.0 MI (3.2 KM) NORTH ALONG TRUNK HIGHWAY 169
 DQ8499'FROM THE JUNCTION OF TRUNK HIGHWAY 169 AND TRUNK HIGHWAY 210 (THE
 DQ8499'JUNCTION IS 5.5 MI (8.8 KM) NORTHEAST OF AITKIN), AT TRUNK HIGHWAY 169
 DQ8499'MILE POINT 262.6.
 DQ8499'
 DQ8499'THE MARK IS LOCATED 61.7 FT (18.8 M) WEST OF TRUNK HIGHWAY 169, 23.6
 DQ8499'FT (7.2 M) NORTH OF 430TH STREET, 1.5 FT (0.5 M) SOUTH OF A WITNESS
 DQ8499'POST.
 DQ8499'
 DQ8499'NOTE-THE STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM ROD
 DQ8499'DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION REMOVABLE DISK
 DQ8499'SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH PVC
 DQ8499'PIPE BACK FILLED WITH WASHED SAND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DQ8501 ***********************************************************************
 DQ8501  DESIGNATION -  0116 AN
 DQ8501  PID         -  DQ8501
 DQ8501  STATE/COUNTY-  MN/AITKIN
 DQ8501  COUNTRY     -  US
 DQ8501  USGS QUAD   -  WAUKENABO (2019)
 DQ8501
 DQ8501                         *CURRENT SURVEY CONTROL
 DQ8501  ______________________________________________________________________
 DQ8501* NAD 83(1986) POSITION- 46 39 07.45   (N) 093 36 46.81   (W)   HD_HELD1
 DQ8501* NAVD 88 ORTHO HEIGHT -   369.907 (meters)     1213.60  (feet) ADJUSTED
 DQ8501  ______________________________________________________________________
 DQ8501  GEOID HEIGHT    -        -28.131 (meters)                     GEOID18
 DQ8501  DYNAMIC HEIGHT  -        369.929 (meters)     1213.68  (feet) COMP
 DQ8501  MODELED GRAVITY -    980,663.7   (mgal)                       NAVD 88
 DQ8501
 DQ8501  VERT ORDER      -  SECOND    CLASS I
 DQ8501
 DQ8501.The horizontal coordinates were determined by differentially corrected
 DQ8501.hand held GPS observations or other comparable positioning techniques
 DQ8501.and have an estimated accuracy of +/- 3 meters.
 DQ8501
 DQ8501.The orthometric height was determined by differential leveling and
 DQ8501.adjusted by the NATIONAL GEODETIC SURVEY
 DQ8501.in April 2021.
 DQ8501
 DQ8501.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ8501.GEOID18 height accuracy estimate available here.
 DQ8501
 DQ8501.Click photographs - Photos may exist for this station.
 DQ8501
 DQ8501.The dynamic height is computed by dividing the NAVD 88
 DQ8501.geopotential number by the normal gravity value computed on the
 DQ8501.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ8501.degrees latitude (g = 980.6199 gals.).
 DQ8501
 DQ8501.The modeled gravity was interpolated from observed gravity values.
 DQ8501
 DQ8501;                    North         East    Units  Estimated Accuracy
 DQ8501;SPC MN C     -   283,819.3     848,757.5     MT  (+/- 3 meters HH1 GPS) 
 DQ8501
 DQ8501_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVM5309466683(NAD 83)
 DQ8501
 DQ8501                          SUPERSEDED SURVEY CONTROL
 DQ8501
 DQ8501.No superseded survey control is available for this station.
 DQ8501
 DQ8501_MARKER: F = FLANGE-ENCASED ROD
 DQ8501_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DQ8501_STAMPING: 0116 AN 2017
 DQ8501_MARK LOGO: MNDT
 DQ8501_PROJECTION: RECESSED 5 CENTIMETERS
 DQ8501_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DQ8501_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ8501_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ8501+SATELLITE: SATELLITE OBSERVATIONS - April 24, 2017
 DQ8501_ROD/PIPE-DEPTH: 18.0 meters
 DQ8501
 DQ8501  HISTORY     - Date     Condition        Report By
 DQ8501  HISTORY     - 20170424 MONUMENTED       MNDT
 DQ8501
 DQ8501                          STATION DESCRIPTION
 DQ8501
 DQ8501'DESCRIBED BY MN DEPT OF TRANSP 2017
 DQ8501'THE MARK IS LOCATED ABOUT 8.5 MI (13.7 KM) NORTHEAST OF AITKIN.
 DQ8501'
 DQ8501'TO REACH THE MARK GO 2.95 MI (4.75 KM) NORTH ALONG TRUNK HIGHWAY 169
 DQ8501'FROM THE JUNCTION OF TRUNK HIGHWAY 169 AND TRUNK HIGHWAY 210 (THE
 DQ8501'JUNCTION IS 5.5 MI (8.8 KM) NORTHEAST OF AITKIN), AT TRUNK HIGHWAY 169
 DQ8501'MILE POINT 263.55.
 DQ8501'
 DQ8501'THE MARK IS LOCATED 36.6 FT (11.2 M) WEST OF TRUNK HIGHWAY 169, 42.3
 DQ8501'FT (12.9 M) NORTH-NORTHWEST OF THE NORTH END OF A GUARDRAIL, 1.5 FT
 DQ8501'(0.5 M) EAST OF A WITNESS POST.
 DQ8501'
 DQ8501'NOTE-THE STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM ROD
 DQ8501'DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION REMOVABLE DISK
 DQ8501'SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH PVC
 DQ8501'PIPE BACK FILLED WITH WASHED SAND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DQ8505 ***********************************************************************
 DQ8505  DESIGNATION -  0116 AP
 DQ8505  PID         -  DQ8505
 DQ8505  STATE/COUNTY-  MN/AITKIN
 DQ8505  COUNTRY     -  US
 DQ8505  USGS QUAD   -  WAUKENABO (2019)
 DQ8505
 DQ8505                         *CURRENT SURVEY CONTROL
 DQ8505  ______________________________________________________________________
 DQ8505* NAD 83(1986) POSITION- 46 44 00.39   (N) 093 36 01.96   (W)   HD_HELD1
 DQ8505* NAVD 88 ORTHO HEIGHT -   379.985 (meters)     1246.67  (feet) ADJUSTED
 DQ8505  ______________________________________________________________________
 DQ8505  GEOID HEIGHT    -        -28.303 (meters)                     GEOID18
 DQ8505  DYNAMIC HEIGHT  -        380.009 (meters)     1246.75  (feet) COMP
 DQ8505  MODELED GRAVITY -    980,666.3   (mgal)                       NAVD 88
 DQ8505
 DQ8505  VERT ORDER      -  SECOND    CLASS I
 DQ8505
 DQ8505.The horizontal coordinates were determined by differentially corrected
 DQ8505.hand held GPS observations or other comparable positioning techniques
 DQ8505.and have an estimated accuracy of +/- 3 meters.
 DQ8505
 DQ8505.The orthometric height was determined by differential leveling and
 DQ8505.adjusted by the NATIONAL GEODETIC SURVEY
 DQ8505.in April 2021.
 DQ8505
 DQ8505.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ8505.GEOID18 height accuracy estimate available here.
 DQ8505
 DQ8505.Click photographs - Photos may exist for this station.
 DQ8505
 DQ8505.The dynamic height is computed by dividing the NAVD 88
 DQ8505.geopotential number by the normal gravity value computed on the
 DQ8505.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ8505.degrees latitude (g = 980.6199 gals.).
 DQ8505
 DQ8505.The modeled gravity was interpolated from observed gravity values.
 DQ8505
 DQ8505;                    North         East    Units  Estimated Accuracy
 DQ8505;SPC MN C     -   292,871.9     849,636.9     MT  (+/- 3 meters HH1 GPS) 
 DQ8505
 DQ8505_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVM5411675718(NAD 83)
 DQ8505
 DQ8505                          SUPERSEDED SURVEY CONTROL
 DQ8505
 DQ8505.No superseded survey control is available for this station.
 DQ8505
 DQ8505_MARKER: F = FLANGE-ENCASED ROD
 DQ8505_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DQ8505_STAMPING: 0116 AP 2017
 DQ8505_MARK LOGO: MNDT
 DQ8505_PROJECTION: RECESSED 10 CENTIMETERS
 DQ8505_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DQ8505_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ8505_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ8505+SATELLITE: SATELLITE OBSERVATIONS - April 25, 2017
 DQ8505_ROD/PIPE-DEPTH: 13.7 meters
 DQ8505
 DQ8505  HISTORY     - Date     Condition        Report By
 DQ8505  HISTORY     - 20170425 MONUMENTED       MNDT
 DQ8505
 DQ8505                          STATION DESCRIPTION
 DQ8505
 DQ8505'DESCRIBED BY MN DEPT OF TRANSP 2017
 DQ8505'THE MARK IS LOCATED ABOUT 4.9 MI (7.9 KM) WEST-NORTHWEST OF PALISADE.
 DQ8505'
 DQ8505'TO REACH THE MARK GO 1.6 MI (2.6 KM) NORTH ALONG TRUNK HIGHWAY 169
 DQ8505'FROM THE JUNCTION OF TRUNK HIGHWAY 169 AND COUNTY ROAD 3 (THE JUNCTION
 DQ8505'IS 4.5 MI (7.2 KM) WEST OF PALISADE), AT TRUNK HIGHWAY 169 MILE POINT
 DQ8505'269.3.
 DQ8505'
 DQ8505'THE MARK IS LOCATED 71.1 FT (21.7 M) EAST OF TRUNK HIGHWAY 169, 205.0
 DQ8505'FT (62.5 M) SOUTH OF DRIVEWAY NUMBER 49614, 131.6 SOUTH OF A CABLE
 DQ8505'BOX, 3.4 FT (1.0 M) NORTH OF A WITNESS POST.
 DQ8505'
 DQ8505'NOTE-THE STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM ROD
 DQ8505'DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION REMOVABLE DISK
 DQ8505'SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH PVC
 DQ8505'PIPE BACK FILLED WITH WASHED SAND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DQ8506 ***********************************************************************
 DQ8506  DESIGNATION -  0116 AQ
 DQ8506  PID         -  DQ8506
 DQ8506  STATE/COUNTY-  MN/AITKIN
 DQ8506  COUNTRY     -  US
 DQ8506  USGS QUAD   -  WAUKENABO (2019)
 DQ8506
 DQ8506                         *CURRENT SURVEY CONTROL
 DQ8506  ______________________________________________________________________
 DQ8506* NAD 83(1986) POSITION- 46 44 49.40   (N) 093 35 59.09   (W)   HD_HELD1
 DQ8506* NAVD 88 ORTHO HEIGHT -   379.762 (meters)     1245.94  (feet) ADJUSTED
 DQ8506  ______________________________________________________________________
 DQ8506  GEOID HEIGHT    -        -28.333 (meters)                     GEOID18
 DQ8506  DYNAMIC HEIGHT  -        379.787 (meters)     1246.02  (feet) COMP
 DQ8506  MODELED GRAVITY -    980,666.5   (mgal)                       NAVD 88
 DQ8506
 DQ8506  VERT ORDER      -  SECOND    CLASS I
 DQ8506
 DQ8506.The horizontal coordinates were determined by differentially corrected
 DQ8506.hand held GPS observations or other comparable positioning techniques
 DQ8506.and have an estimated accuracy of +/- 3 meters.
 DQ8506
 DQ8506.The orthometric height was determined by differential leveling and
 DQ8506.adjusted by the NATIONAL GEODETIC SURVEY
 DQ8506.in April 2021.
 DQ8506
 DQ8506.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ8506.GEOID18 height accuracy estimate available here.
 DQ8506
 DQ8506.Click photographs - Photos may exist for this station.
 DQ8506
 DQ8506.The dynamic height is computed by dividing the NAVD 88
 DQ8506.geopotential number by the normal gravity value computed on the
 DQ8506.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ8506.degrees latitude (g = 980.6199 gals.).
 DQ8506
 DQ8506.The modeled gravity was interpolated from observed gravity values.
 DQ8506
 DQ8506;                    North         East    Units  Estimated Accuracy
 DQ8506;SPC MN C     -   294,385.7     849,685.4     MT  (+/- 3 meters HH1 GPS) 
 DQ8506
 DQ8506_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVM5418977230(NAD 83)
 DQ8506
 DQ8506                          SUPERSEDED SURVEY CONTROL
 DQ8506
 DQ8506.No superseded survey control is available for this station.
 DQ8506
 DQ8506_MARKER: F = FLANGE-ENCASED ROD
 DQ8506_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DQ8506_STAMPING: 0116 AQ 2017
 DQ8506_MARK LOGO: MNDT
 DQ8506_PROJECTION: RECESSED 5 CENTIMETERS
 DQ8506_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DQ8506_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ8506_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ8506+SATELLITE: SATELLITE OBSERVATIONS - April 25, 2017
 DQ8506_ROD/PIPE-DEPTH: 21.0 meters
 DQ8506
 DQ8506  HISTORY     - Date     Condition        Report By
 DQ8506  HISTORY     - 20170425 MONUMENTED       MNDT
 DQ8506
 DQ8506                          STATION DESCRIPTION
 DQ8506
 DQ8506'DESCRIBED BY MN DEPT OF TRANSP 2017
 DQ8506'THE MARK IS LOCATED ABOUT 5.1 MI (8.2 KM) WEST-NORTHWEST OF PALISADE.
 DQ8506'
 DQ8506'TO REACH THE MARK GO 2.5 MI (4.0 KM) NORTH ALONG TRUNK HIGHWAY 169
 DQ8506'FROM THE JUNCTION OF TRUNK HIGHWAY 169 AND COUNTY ROAD 3 (THE JUNCTION
 DQ8506'IS 4.5 MI (7.2 KM) WEST OF PALISADE), AT TRUNK HIGHWAY 169 MILE POINT
 DQ8506'270.2.
 DQ8506'
 DQ8506'THE MARK IS LOCATED 60.6 FT (18.5 M) EAST OF TRUNK HIGHWAY 169, 21.4
 DQ8506'FT (6.5 M) NORTH OF AN ENTRANCE, 19.6 FT (6.0 M) WEST-NORTHWEST OF A
 DQ8506'FENCE CORNER, 1.5 FT (0.5 M) SOUTH OF A WITNESS POST.
 DQ8506'
 DQ8506'NOTE-THE STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM ROD
 DQ8506'DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION REMOVABLE DISK
 DQ8506'SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH PVC
 DQ8506'PIPE BACK FILLED WITH WASHED SAND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DQ8507 ***********************************************************************
 DQ8507  DESIGNATION -  0116 AR
 DQ8507  PID         -  DQ8507
 DQ8507  STATE/COUNTY-  MN/AITKIN
 DQ8507  COUNTRY     -  US
 DQ8507  USGS QUAD   -  BAIN (2019)
 DQ8507
 DQ8507                         *CURRENT SURVEY CONTROL
 DQ8507  ______________________________________________________________________
 DQ8507* NAD 83(1986) POSITION- 46 45 58.21   (N) 093 36 36.00   (W)   HD_HELD1
 DQ8507* NAVD 88 ORTHO HEIGHT -   381.743 (meters)     1252.44  (feet) ADJUSTED
 DQ8507  ______________________________________________________________________
 DQ8507  GEOID HEIGHT    -        -28.369 (meters)                     GEOID18
 DQ8507  DYNAMIC HEIGHT  -        381.768 (meters)     1252.52  (feet) COMP
 DQ8507  MODELED GRAVITY -    980,666.3   (mgal)                       NAVD 88
 DQ8507
 DQ8507  VERT ORDER      -  SECOND    CLASS I
 DQ8507
 DQ8507.The horizontal coordinates were determined by differentially corrected
 DQ8507.hand held GPS observations or other comparable positioning techniques
 DQ8507.and have an estimated accuracy of +/- 3 meters.
 DQ8507
 DQ8507.The orthometric height was determined by differential leveling and
 DQ8507.adjusted by the NATIONAL GEODETIC SURVEY
 DQ8507.in April 2021.
 DQ8507
 DQ8507.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ8507.GEOID18 height accuracy estimate available here.
 DQ8507
 DQ8507.Click photographs - Photos may exist for this station.
 DQ8507
 DQ8507.The dynamic height is computed by dividing the NAVD 88
 DQ8507.geopotential number by the normal gravity value computed on the
 DQ8507.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ8507.degrees latitude (g = 980.6199 gals.).
 DQ8507
 DQ8507.The modeled gravity was interpolated from observed gravity values.
 DQ8507
 DQ8507;                    North         East    Units  Estimated Accuracy
 DQ8507;SPC MN C     -   296,504.0     848,884.8     MT  (+/- 3 meters HH1 GPS) 
 DQ8507
 DQ8507_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVM5342279360(NAD 83)
 DQ8507
 DQ8507                          SUPERSEDED SURVEY CONTROL
 DQ8507
 DQ8507.No superseded survey control is available for this station.
 DQ8507
 DQ8507_MARKER: F = FLANGE-ENCASED ROD
 DQ8507_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DQ8507_STAMPING: 0116 AR 2017
 DQ8507_MARK LOGO: MNDT
 DQ8507_PROJECTION: RECESSED 10 CENTIMETERS
 DQ8507_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DQ8507_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ8507_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ8507+SATELLITE: SATELLITE OBSERVATIONS - April 25, 2017
 DQ8507_ROD/PIPE-DEPTH: 6.1 meters
 DQ8507
 DQ8507  HISTORY     - Date     Condition        Report By
 DQ8507  HISTORY     - 20170425 MONUMENTED       MNDT
 DQ8507
 DQ8507                          STATION DESCRIPTION
 DQ8507
 DQ8507'DESCRIBED BY MN DEPT OF TRANSP 2017
 DQ8507'THE MARK IS LOCATED ABOUT 6.0 MI (9.7 KM) NORTHWEST OF PALISADE.
 DQ8507'
 DQ8507'TO REACH THE MARK GO 3.95 MI (6.36 KM) NORTH ALONG TRUNK HIGHWAY 169
 DQ8507'FROM THE JUNCTION OF TRUNK HIGHWAY 169 AND COUNTY ROAD 3 (THE JUNCTION
 DQ8507'IS 4.5 MI (7.2 KM) WEST OF PALISADE), AT TRUNK HIGHWAY 169 MILE POINT
 DQ8507'271.65.
 DQ8507'
 DQ8507'THE MARK IS LOCATED 56.0 FT (17.1 M) NORTHEAST OF TRUNK HIGHWAY 169,
 DQ8507'12.4 FT (3.8 M) SOUTHEAST OF AN ENTRANCE, 1.5 FT (0.5 M) SOUTHWEST OF
 DQ8507'A WITNESS POST.
 DQ8507'
 DQ8507'NOTE-THE STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM ROD
 DQ8507'DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION REMOVABLE DISK
 DQ8507'SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH PVC
 DQ8507'PIPE BACK FILLED WITH WASHED SAND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DQ8510 ***********************************************************************
 DQ8510  DESIGNATION -  0116 AS
 DQ8510  PID         -  DQ8510
 DQ8510  STATE/COUNTY-  MN/AITKIN
 DQ8510  COUNTRY     -  US
 DQ8510  USGS QUAD   -  BAIN (2019)
 DQ8510
 DQ8510                         *CURRENT SURVEY CONTROL
 DQ8510  ______________________________________________________________________
 DQ8510* NAD 83(1986) POSITION- 46 49 20.27   (N) 093 36 50.23   (W)   HD_HELD1
 DQ8510* NAVD 88 ORTHO HEIGHT -   389.753 (meters)     1278.71  (feet) ADJUSTED
 DQ8510  ______________________________________________________________________
 DQ8510  GEOID HEIGHT    -        -28.500 (meters)                     GEOID18
 DQ8510  DYNAMIC HEIGHT  -        389.778 (meters)     1278.80  (feet) COMP
 DQ8510  MODELED GRAVITY -    980,664.5   (mgal)                       NAVD 88
 DQ8510
 DQ8510  VERT ORDER      -  SECOND    CLASS I
 DQ8510
 DQ8510.The horizontal coordinates were determined by differentially corrected
 DQ8510.hand held GPS observations or other comparable positioning techniques
 DQ8510.and have an estimated accuracy of +/- 3 meters.
 DQ8510
 DQ8510.The orthometric height was determined by differential leveling and
 DQ8510.adjusted by the NATIONAL GEODETIC SURVEY
 DQ8510.in April 2021.
 DQ8510
 DQ8510.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ8510.GEOID18 height accuracy estimate available here.
 DQ8510
 DQ8510.Click photographs - Photos may exist for this station.
 DQ8510
 DQ8510.The dynamic height is computed by dividing the NAVD 88
 DQ8510.geopotential number by the normal gravity value computed on the
 DQ8510.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ8510.degrees latitude (g = 980.6199 gals.).
 DQ8510
 DQ8510.The modeled gravity was interpolated from observed gravity values.
 DQ8510
 DQ8510;                    North         East    Units  Estimated Accuracy
 DQ8510;SPC MN C     -   302,740.6     848,532.8     MT  (+/- 3 meters HH1 GPS) 
 DQ8510
 DQ8510_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVM5316985599(NAD 83)
 DQ8510
 DQ8510                          SUPERSEDED SURVEY CONTROL
 DQ8510
 DQ8510.No superseded survey control is available for this station.
 DQ8510
 DQ8510_MARKER: F = FLANGE-ENCASED ROD
 DQ8510_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DQ8510_STAMPING: 0116 AS 2017
 DQ8510_MARK LOGO: MNDT
 DQ8510_PROJECTION: RECESSED 5 CENTIMETERS
 DQ8510_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DQ8510_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ8510_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ8510+SATELLITE: SATELLITE OBSERVATIONS - April 25, 2017
 DQ8510_ROD/PIPE-DEPTH: 7.0 meters
 DQ8510
 DQ8510  HISTORY     - Date     Condition        Report By
 DQ8510  HISTORY     - 20170425 MONUMENTED       MNDT
 DQ8510
 DQ8510                          STATION DESCRIPTION
 DQ8510
 DQ8510'DESCRIBED BY MN DEPT OF TRANSP 2017
 DQ8510'THE MARK IS LOCATED ABOUT 11.3 MI (18.2 KM) SOUTH OF HILL CITY.
 DQ8510'
 DQ8510'TO REACH THE MARK GO 11.4 MI (18.3 KM) SOUTH ALONG TRUNK HIGHWAY 169
 DQ8510'FROM THE JUNCTION OF TRUNK HIGHWAY 169 AND TRUNK HIGHWAY 200 IN HILL
 DQ8510'CITY, AT TRUNK HIGHWAY 169 MILE POINT 275.6.
 DQ8510'
 DQ8510'THE MARK IS LOCATED 45.8 FT (14.0 M) EAST OF TRUNK HIGHWAY 169, 18.5
 DQ8510'FT (5.6 M) SOUTHWEST OF THE SOO LINE TRAIL, 1.5 FT (0.5 M) WEST OF A
 DQ8510'WITNESS POST.
 DQ8510'
 DQ8510'NOTE-THE STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM ROD
 DQ8510'DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION REMOVABLE DISK
 DQ8510'SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH PVC
 DQ8510'PIPE BACK FILLED WITH WASHED SAND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DQ8511 ***********************************************************************
 DQ8511  DESIGNATION -  0116 AT
 DQ8511  PID         -  DQ8511
 DQ8511  STATE/COUNTY-  MN/AITKIN
 DQ8511  COUNTRY     -  US
 DQ8511  USGS QUAD   -  BAIN (2019)
 DQ8511
 DQ8511                         *CURRENT SURVEY CONTROL
 DQ8511  ______________________________________________________________________
 DQ8511* NAD 83(1986) POSITION- 46 50 13.7    (N) 093 36 50.9    (W)   HD_HELD2
 DQ8511* NAVD 88 ORTHO HEIGHT -   390.246 (meters)     1280.33  (feet) ADJUSTED
 DQ8511  ______________________________________________________________________
 DQ8511  GEOID HEIGHT    -        -28.538 (meters)                     GEOID18
 DQ8511  DYNAMIC HEIGHT  -        390.270 (meters)     1280.41  (feet) COMP
 DQ8511  MODELED GRAVITY -    980,663.7   (mgal)                       NAVD 88
 DQ8511
 DQ8511  VERT ORDER      -  SECOND    CLASS I
 DQ8511
 DQ8511.The horizontal coordinates were established by autonomous hand held GPS
 DQ8511.observations and have an estimated accuracy of +/- 10 meters.
 DQ8511
 DQ8511.The orthometric height was determined by differential leveling and
 DQ8511.adjusted by the NATIONAL GEODETIC SURVEY
 DQ8511.in April 2021.
 DQ8511
 DQ8511.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ8511.GEOID18 height accuracy estimate available here.
 DQ8511
 DQ8511.Click photographs - Photos may exist for this station.
 DQ8511
 DQ8511.The dynamic height is computed by dividing the NAVD 88
 DQ8511.geopotential number by the normal gravity value computed on the
 DQ8511.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ8511.degrees latitude (g = 980.6199 gals.).
 DQ8511
 DQ8511.The modeled gravity was interpolated from observed gravity values.
 DQ8511
 DQ8511;                    North         East    Units  Estimated Accuracy
 DQ8511;SPC MN C     -   304,390.      848,505.      MT  (+/- 10 meters HH2 GPS)
 DQ8511
 DQ8511_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVM5316887249(NAD 83)
 DQ8511
 DQ8511                          SUPERSEDED SURVEY CONTROL
 DQ8511
 DQ8511.No superseded survey control is available for this station.
 DQ8511
 DQ8511_MARKER: F = FLANGE-ENCASED ROD
 DQ8511_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DQ8511_STAMPING: 0116 AT 2017
 DQ8511_MARK LOGO: MNDT
 DQ8511_PROJECTION: RECESSED 5 CENTIMETERS
 DQ8511_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DQ8511_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ8511_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ8511+SATELLITE: SATELLITE OBSERVATIONS - April 25, 2017
 DQ8511_ROD/PIPE-DEPTH: 15.8 meters
 DQ8511
 DQ8511  HISTORY     - Date     Condition        Report By
 DQ8511  HISTORY     - 20170425 MONUMENTED       MNDT
 DQ8511
 DQ8511                          STATION DESCRIPTION
 DQ8511
 DQ8511'DESCRIBED BY MN DEPT OF TRANSP 2017
 DQ8511'THE MARK IS LOCATED ABOUT 10.3 MI (16.6 KM) SOUTH OF HILL CITY.
 DQ8511'
 DQ8511'TO REACH THE MARK GO 10.35 MI (16.65 KM) SOUTH ALONG TRUNK HIGHWAY 169
 DQ8511'FROM THE JUNCTION OF TRUNK HIGHWAY 169 AND TRUNK HIGHWAY 200 IN HILL
 DQ8511'CITY, AT TRUNK HIGHWAY 169 MILE POINT 276.6.
 DQ8511'
 DQ8511'THE MARK IS LOCATED 27.1 FT (8.3 M) WEST OF TRUNK HIGHWAY 169, 18.2 FT
 DQ8511'(5.5 M) SOUTH OF AN ENTRANCE EXTENDED, 1.5 FT (0.5 M) EAST OF A
 DQ8511'WITNESS POST.
 DQ8511'
 DQ8511'NOTE-THE STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM ROD
 DQ8511'DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION REMOVABLE DISK
 DQ8511'SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH PVC
 DQ8511'PIPE BACK FILLED WITH WASHED SAND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DQ8512 ***********************************************************************
 DQ8512  DESIGNATION -  0116 AU
 DQ8512  PID         -  DQ8512
 DQ8512  STATE/COUNTY-  MN/AITKIN
 DQ8512  COUNTRY     -  US
 DQ8512  USGS QUAD   -  BAIN (2019)
 DQ8512
 DQ8512                         *CURRENT SURVEY CONTROL
 DQ8512  ______________________________________________________________________
 DQ8512* NAD 83(1986) POSITION- 46 52 27.28   (N) 093 36 50.99   (W)   HD_HELD1
 DQ8512* NAVD 88 ORTHO HEIGHT -   390.250 (meters)     1280.35  (feet) ADJUSTED
 DQ8512  ______________________________________________________________________
 DQ8512  GEOID HEIGHT    -        -28.638 (meters)                     GEOID18
 DQ8512  DYNAMIC HEIGHT  -        390.274 (meters)     1280.42  (feet) COMP
 DQ8512  MODELED GRAVITY -    980,662.7   (mgal)                       NAVD 88
 DQ8512
 DQ8512  VERT ORDER      -  SECOND    CLASS I
 DQ8512
 DQ8512.The horizontal coordinates were determined by differentially corrected
 DQ8512.hand held GPS observations or other comparable positioning techniques
 DQ8512.and have an estimated accuracy of +/- 3 meters.
 DQ8512
 DQ8512.The orthometric height was determined by differential leveling and
 DQ8512.adjusted by the NATIONAL GEODETIC SURVEY
 DQ8512.in April 2021.
 DQ8512
 DQ8512.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ8512.GEOID18 height accuracy estimate available here.
 DQ8512
 DQ8512.Click photographs - Photos may exist for this station.
 DQ8512
 DQ8512.The dynamic height is computed by dividing the NAVD 88
 DQ8512.geopotential number by the normal gravity value computed on the
 DQ8512.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ8512.degrees latitude (g = 980.6199 gals.).
 DQ8512
 DQ8512.The modeled gravity was interpolated from observed gravity values.
 DQ8512
 DQ8512;                    North         East    Units  Estimated Accuracy
 DQ8512;SPC MN C     -   308,514.9     848,470.3     MT  (+/- 3 meters HH1 GPS) 
 DQ8512
 DQ8512_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVM5319891372(NAD 83)
 DQ8512
 DQ8512                          SUPERSEDED SURVEY CONTROL
 DQ8512
 DQ8512.No superseded survey control is available for this station.
 DQ8512
 DQ8512_MARKER: F = FLANGE-ENCASED ROD
 DQ8512_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DQ8512_STAMPING: 0116 AU 2017
 DQ8512_MARK LOGO: MNDT
 DQ8512_PROJECTION: RECESSED 5 CENTIMETERS
 DQ8512_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DQ8512_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ8512_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ8512+SATELLITE: SATELLITE OBSERVATIONS - April 25, 2017
 DQ8512_ROD/PIPE-DEPTH: 15.8 meters
 DQ8512
 DQ8512  HISTORY     - Date     Condition        Report By
 DQ8512  HISTORY     - 20170425 MONUMENTED       MNDT
 DQ8512
 DQ8512                          STATION DESCRIPTION
 DQ8512
 DQ8512'DESCRIBED BY MN DEPT OF TRANSP 2017
 DQ8512'THE MARK IS LOCATED ABOUT 7.75 MI (12.47 KM) SOUTH OF HILL CITY.
 DQ8512'
 DQ8512'TO REACH THE MARK GO 7.8 MI (12.6 KM) SOUTH ALONG TRUNK HIGHWAY 169
 DQ8512'FROM THE JUNCTION OF TRUNK HIGHWAY 169 AND TRUNK HIGHWAY 200 IN HILL
 DQ8512'CITY, AT TRUNK HIGHWAY 169 MILE POINT 279.2.
 DQ8512'
 DQ8512'THE MARK IS LOCATED 54.9 FT (16.7 M) WEST OF TRUNK HIGHWAY 169, 23.6
 DQ8512'FT (7.2 M) NORTH OF 592ND LANE, 3.0 FT (0.9 M) SOUTH OF A STATE
 DQ8512'WILDLIFE AREA SIGN, 3.0 FT (0.9 M) SOUTH OF A WITNESS POST.
 DQ8512'
 DQ8512'NOTE-THE STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM ROD
 DQ8512'DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION REMOVABLE DISK
 DQ8512'SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH PVC
 DQ8512'PIPE BACK FILLED WITH WASHED SAND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DQ8514 ***********************************************************************
 DQ8514  DESIGNATION -  0116 AV
 DQ8514  PID         -  DQ8514
 DQ8514  STATE/COUNTY-  MN/AITKIN
 DQ8514  COUNTRY     -  US
 DQ8514  USGS QUAD   -  HILL CITY (2019)
 DQ8514
 DQ8514                         *CURRENT SURVEY CONTROL
 DQ8514  ______________________________________________________________________
 DQ8514* NAD 83(1986) POSITION- 46 55 17.65   (N) 093 36 31.03   (W)   HD_HELD1
 DQ8514* NAVD 88 ORTHO HEIGHT -   387.103 (meters)     1270.02  (feet) ADJUSTED
 DQ8514  ______________________________________________________________________
 DQ8514  GEOID HEIGHT    -        -28.766 (meters)                     GEOID18
 DQ8514  DYNAMIC HEIGHT  -        387.126 (meters)     1270.10  (feet) COMP
 DQ8514  MODELED GRAVITY -    980,663.9   (mgal)                       NAVD 88
 DQ8514
 DQ8514  VERT ORDER      -  SECOND    CLASS I
 DQ8514
 DQ8514.The horizontal coordinates were determined by differentially corrected
 DQ8514.hand held GPS observations or other comparable positioning techniques
 DQ8514.and have an estimated accuracy of +/- 3 meters.
 DQ8514
 DQ8514.The orthometric height was determined by differential leveling and
 DQ8514.adjusted by the NATIONAL GEODETIC SURVEY
 DQ8514.in April 2021.
 DQ8514
 DQ8514.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ8514.GEOID18 height accuracy estimate available here.
 DQ8514
 DQ8514.Click photographs - Photos may exist for this station.
 DQ8514
 DQ8514.The dynamic height is computed by dividing the NAVD 88
 DQ8514.geopotential number by the normal gravity value computed on the
 DQ8514.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ8514.degrees latitude (g = 980.6199 gals.).
 DQ8514
 DQ8514.The modeled gravity was interpolated from observed gravity values.
 DQ8514
 DQ8514;                    North         East    Units  Estimated Accuracy
 DQ8514;SPC MN C     -   313,779.1     848,850.4     MT  (+/- 3 meters HH1 GPS) 
 DQ8514
 DQ8514_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVM5366196628(NAD 83)
 DQ8514
 DQ8514                          SUPERSEDED SURVEY CONTROL
 DQ8514
 DQ8514.No superseded survey control is available for this station.
 DQ8514
 DQ8514_MARKER: F = FLANGE-ENCASED ROD
 DQ8514_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DQ8514_STAMPING: 0116 AV 2017
 DQ8514_MARK LOGO: MNDT
 DQ8514_PROJECTION: RECESSED 5 CENTIMETERS
 DQ8514_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DQ8514_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ8514_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ8514+SATELLITE: SATELLITE OBSERVATIONS - April 25, 2017
 DQ8514_ROD/PIPE-DEPTH: 28.3 meters
 DQ8514
 DQ8514  HISTORY     - Date     Condition        Report By
 DQ8514  HISTORY     - 20170425 MONUMENTED       MNDT
 DQ8514
 DQ8514                          STATION DESCRIPTION
 DQ8514
 DQ8514'DESCRIBED BY MN DEPT OF TRANSP 2017
 DQ8514'THE MARK IS LOCATED ABOUT 4.5 MI (7.2 KM) SOUTH OF HILL CITY.
 DQ8514'
 DQ8514'TO REACH THE MARK GO 4.5 MI (7.2 KM) SOUTH ALONG TRUNK HIGHWAY 169
 DQ8514'FROM THE JUNCTION OF TRUNK HIGHWAY 169 AND TRUNK HIGHWAY 200 IN HILL
 DQ8514'CITY, AT TRUNK HIGHWAY 169 MILE POINT 282.5.
 DQ8514'
 DQ8514'THE MARK IS LOCATED 31.8 FT (9.7 M) SOUTHEAST OF TRUNK HIGHWAY 169,
 DQ8514'16.6 FT (5.1 M) NORTHEAST OF AN ENTRANCE, 1.5 FT (0.5 M) SOUTHWEST OF
 DQ8514'A WITNESS POST.
 DQ8514'
 DQ8514'NOTE-THE STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM ROD
 DQ8514'DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION REMOVABLE DISK
 DQ8514'SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH PVC
 DQ8514'PIPE BACK FILLED WITH WASHED SAND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DQ8516 ***********************************************************************
 DQ8516  DESIGNATION -  0116 AW
 DQ8516  PID         -  DQ8516
 DQ8516  STATE/COUNTY-  MN/AITKIN
 DQ8516  COUNTRY     -  US
 DQ8516  USGS QUAD   -  HILL CITY (2019)
 DQ8516
 DQ8516                         *CURRENT SURVEY CONTROL
 DQ8516  ______________________________________________________________________
 DQ8516* NAD 83(1986) POSITION- 46 56 06.59   (N) 093 36 11.89   (W)   HD_HELD1
 DQ8516* NAVD 88 ORTHO HEIGHT -   388.267 (meters)     1273.84  (feet) ADJUSTED
 DQ8516  ______________________________________________________________________
 DQ8516  GEOID HEIGHT    -        -28.802 (meters)                     GEOID18
 DQ8516  DYNAMIC HEIGHT  -        388.292 (meters)     1273.92  (feet) COMP
 DQ8516  MODELED GRAVITY -    980,664.5   (mgal)                       NAVD 88
 DQ8516
 DQ8516  VERT ORDER      -  SECOND    CLASS I
 DQ8516
 DQ8516.The horizontal coordinates were determined by differentially corrected
 DQ8516.hand held GPS observations or other comparable positioning techniques
 DQ8516.and have an estimated accuracy of +/- 3 meters.
 DQ8516
 DQ8516.The orthometric height was determined by differential leveling and
 DQ8516.adjusted by the NATIONAL GEODETIC SURVEY
 DQ8516.in April 2021.
 DQ8516
 DQ8516.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ8516.GEOID18 height accuracy estimate available here.
 DQ8516
 DQ8516.Click photographs - Photos may exist for this station.
 DQ8516
 DQ8516.The dynamic height is computed by dividing the NAVD 88
 DQ8516.geopotential number by the normal gravity value computed on the
 DQ8516.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ8516.degrees latitude (g = 980.6199 gals.).
 DQ8516
 DQ8516.The modeled gravity was interpolated from observed gravity values.
 DQ8516
 DQ8516;                    North         East    Units  Estimated Accuracy
 DQ8516;SPC MN C     -   315,293.6     849,243.0     MT  (+/- 3 meters HH1 GPS) 
 DQ8516
 DQ8516_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVM5407898135(NAD 83)
 DQ8516
 DQ8516                          SUPERSEDED SURVEY CONTROL
 DQ8516
 DQ8516.No superseded survey control is available for this station.
 DQ8516
 DQ8516_MARKER: F = FLANGE-ENCASED ROD
 DQ8516_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DQ8516_STAMPING: 0116 AW 2017
 DQ8516_MARK LOGO: MNDT
 DQ8516_PROJECTION: RECESSED 5 CENTIMETERS
 DQ8516_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DQ8516_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ8516_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ8516+SATELLITE: SATELLITE OBSERVATIONS - April 25, 2017
 DQ8516_ROD/PIPE-DEPTH: 17.4 meters
 DQ8516
 DQ8516  HISTORY     - Date     Condition        Report By
 DQ8516  HISTORY     - 20170425 MONUMENTED       MNDT
 DQ8516
 DQ8516                          STATION DESCRIPTION
 DQ8516
 DQ8516'DESCRIBED BY MN DEPT OF TRANSP 2017
 DQ8516'THE MARK IS LOCATED ABOUT 3.5 MI (5.6 KM) SOUTH OF HILL CITY.
 DQ8516'
 DQ8516'TO REACH THE MARK GO 3.5 MI (5.6 KM) SOUTH ALONG TRUNK HIGHWAY 169
 DQ8516'FROM THE JUNCTION OF TRUNK HIGHWAY 169 AND TRUNK HIGHWAY 200 IN HILL
 DQ8516'CITY, AT TRUNK HIGHWAY 169 MILE POINT 283.5.
 DQ8516'
 DQ8516'THE MARK IS LOCATED 35.6 FT (10.9 M) EAST OF TRUNK HIGHWAY 169, 15.7
 DQ8516'FT (4.8 M) NORTH OF A DRIVEWAY, 46.1 FT (14.1 M) WEST-NORTHWEST OF THE
 DQ8516'NORTH GATE POST, 1.5 FT (0.5 M) SOUTH OF A WITNESS POST.
 DQ8516'
 DQ8516'NOTE-THE STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM ROD
 DQ8516'DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION REMOVABLE DISK
 DQ8516'SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH PVC
 DQ8516'PIPE BACK FILLED WITH WASHED SAND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DQ8518 ***********************************************************************
 DQ8518  DESIGNATION -  0116 AX
 DQ8518  PID         -  DQ8518
 DQ8518  STATE/COUNTY-  MN/AITKIN
 DQ8518  COUNTRY     -  US
 DQ8518  USGS QUAD   -  HILL CITY (2019)
 DQ8518
 DQ8518                         *CURRENT SURVEY CONTROL
 DQ8518  ______________________________________________________________________
 DQ8518* NAD 83(1986) POSITION- 46 57 44.88   (N) 093 36 11.14   (W)   HD_HELD1
 DQ8518* NAVD 88 ORTHO HEIGHT -   389.509 (meters)     1277.91  (feet) ADJUSTED
 DQ8518  ______________________________________________________________________
 DQ8518  GEOID HEIGHT    -        -28.861 (meters)                     GEOID18
 DQ8518  DYNAMIC HEIGHT  -        389.534 (meters)     1278.00  (feet) COMP
 DQ8518  MODELED GRAVITY -    980,665.5   (mgal)                       NAVD 88
 DQ8518
 DQ8518  VERT ORDER      -  SECOND    CLASS I
 DQ8518
 DQ8518.The horizontal coordinates were determined by differentially corrected
 DQ8518.hand held GPS observations or other comparable positioning techniques
 DQ8518.and have an estimated accuracy of +/- 3 meters.
 DQ8518
 DQ8518.The orthometric height was determined by differential leveling and
 DQ8518.adjusted by the NATIONAL GEODETIC SURVEY
 DQ8518.in April 2021.
 DQ8518
 DQ8518.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ8518.GEOID18 height accuracy estimate available here.
 DQ8518
 DQ8518.Click photographs - Photos may exist for this station.
 DQ8518
 DQ8518.The dynamic height is computed by dividing the NAVD 88
 DQ8518.geopotential number by the normal gravity value computed on the
 DQ8518.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ8518.degrees latitude (g = 980.6199 gals.).
 DQ8518
 DQ8518.The modeled gravity was interpolated from observed gravity values.
 DQ8518
 DQ8518;                    North         East    Units  Estimated Accuracy
 DQ8518;SPC MN C     -   318,328.8     849,234.1     MT  (+/- 3 meters HH1 GPS) 
 DQ8518
 DQ8518_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVN5411701169(NAD 83)
 DQ8518
 DQ8518                          SUPERSEDED SURVEY CONTROL
 DQ8518
 DQ8518.No superseded survey control is available for this station.
 DQ8518
 DQ8518_MARKER: F = FLANGE-ENCASED ROD
 DQ8518_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DQ8518_STAMPING: 0116 AX 2017
 DQ8518_MARK LOGO: MNDT
 DQ8518_PROJECTION: RECESSED 8 CENTIMETERS
 DQ8518_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DQ8518_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ8518_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ8518+SATELLITE: SATELLITE OBSERVATIONS - August 04, 2020
 DQ8518_ROD/PIPE-DEPTH: 13.4 meters
 DQ8518
 DQ8518  HISTORY     - Date     Condition        Report By
 DQ8518  HISTORY     - 20170425 MONUMENTED       MNDT
 DQ8518  HISTORY     - 20200804 GOOD             MNDT
 DQ8518
 DQ8518                          STATION DESCRIPTION
 DQ8518
 DQ8518'DESCRIBED BY MN DEPT OF TRANSP 2017
 DQ8518'THE MARK IS LOCATED ABOUT 1.65 MI (2.65 KM) SOUTH OF HILL CITY.
 DQ8518'
 DQ8518'TO REACH THE MARK GO 1.65 MI (2.65 KM) SOUTH ALONG TRUNK HIGHWAY 169
 DQ8518'FROM THE JUNCTION OF TRUNK HIGHWAY 169 AND TRUNK HIGHWAY 200 IN HILL
 DQ8518'CITY, AT TRUNK HIGHWAY 169 MILE POINT 285.4.
 DQ8518'
 DQ8518'THE MARK IS LOCATED 39.6 FT (12.1 M) WEST OF TRUNK HIGHWAY 169, 20.1
 DQ8518'FT (6.1 M) SOUTH OF AN ENTRANCE, 1.5 FT (0.5 M) NORTH OF A WITNESS
 DQ8518'POST.
 DQ8518'
 DQ8518'NOTE-THE STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM ROD
 DQ8518'DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION REMOVABLE DISK
 DQ8518'SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH PVC
 DQ8518'PIPE BACK FILLED WITH WASHED SAND.
 DQ8518
 DQ8518                          STATION RECOVERY (2020)
 DQ8518
 DQ8518'RECOVERY NOTE BY MN DEPT OF TRANSP 2020 (TJD)
 DQ8518'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DL1945 ***********************************************************************
 DL1945  DESIGNATION -  0116 B
 DL1945  PID         -  DL1945
 DL1945  STATE/COUNTY-  MN/AITKIN
 DL1945  COUNTRY     -  US
 DL1945  USGS QUAD   -  HASSMAN (2019)
 DL1945
 DL1945                         *CURRENT SURVEY CONTROL
 DL1945  ______________________________________________________________________
 DL1945* NAD 83(1986) POSITION- 46 37 24.77   (N) 093 36 45.37   (W)   HD_HELD1
 DL1945* NAVD 88 ORTHO HEIGHT -   368.932 (meters)     1210.40  (feet) ADJUSTED
 DL1945  ______________________________________________________________________
 DL1945  GEOID HEIGHT    -        -28.072 (meters)                     GEOID18
 DL1945  DYNAMIC HEIGHT  -        368.954 (meters)     1210.48  (feet) COMP
 DL1945  MODELED GRAVITY -    980,662.1   (mgal)                       NAVD 88
 DL1945
 DL1945  VERT ORDER      -  SECOND    CLASS I
 DL1945
 DL1945.The horizontal coordinates were determined by differentially corrected
 DL1945.hand held GPS observations or other comparable positioning techniques
 DL1945.and have an estimated accuracy of +/- 3 meters.
 DL1945
 DL1945.The orthometric height was determined by differential leveling and
 DL1945.adjusted by the NATIONAL GEODETIC SURVEY
 DL1945.in April 2021.
 DL1945
 DL1945.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL1945.GEOID18 height accuracy estimate available here.
 DL1945
 DL1945.Click photographs - Photos may exist for this station.
 DL1945
 DL1945.The dynamic height is computed by dividing the NAVD 88
 DL1945.geopotential number by the normal gravity value computed on the
 DL1945.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL1945.degrees latitude (g = 980.6199 gals.).
 DL1945
 DL1945.The modeled gravity was interpolated from observed gravity values.
 DL1945
 DL1945;                    North         East    Units  Estimated Accuracy
 DL1945;SPC MN C     -   280,649.2     848,813.6     MT  (+/- 3 meters HH1 GPS) 
 DL1945
 DL1945_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVM5310063513(NAD 83)
 DL1945
 DL1945                          SUPERSEDED SURVEY CONTROL
 DL1945
 DL1945  NAVD 88 (05/06/09)  368.937  (m)         1210.42   (f) SUPERSEDED  2 1
 DL1945
 DL1945.Superseded values are not recommended for survey control.
 DL1945
 DL1945.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL1945.See file dsdata.pdf to determine how the superseded data were derived.
 DL1945
 DL1945_MARKER: DV = VERTICAL CONTROL DISK
 DL1945_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DL1945_STAMPING: 0116 B 1983
 DL1945_MARK LOGO: MNDT
 DL1945_PROJECTION: FLUSH
 DL1945_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DL1945_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL1945_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DL1945+SATELLITE: SATELLITE OBSERVATIONS - October 12, 2016
 DL1945_ROD/PIPE-DEPTH: 10.7 meters
 DL1945
 DL1945  HISTORY     - Date     Condition        Report By
 DL1945  HISTORY     - 1983     MONUMENTED       MNDT
 DL1945  HISTORY     - 19970710 GOOD             MNDT
 DL1945  HISTORY     - 20161012 GOOD             MNDT
 DL1945
 DL1945                          STATION DESCRIPTION
 DL1945
 DL1945'DESCRIBED BY MN DEPT OF TRANSP 1997 (WAS)
 DL1945'THE MARK IS LOCATED ABOUT 1.5 MI (2.4 KM) NORTH OF HASSMAN, 1.0 MI
 DL1945'(1.6 KM) NORTH ON TH 169 FROM JCT OF TH 169 AND TH 210, AT TH 169 MP
 DL1945'261.55, 86.7 FT (26.4 M) WEST OF TH 169, 29 FT (8.8 M) NORTH OF ENT,
 DL1945'59.0 FT (18.0 M) NW OF NORTH END OF METAL CULVERT, 1.3 FT (0.4 M)
 DL1945'SOUTH OF WIT POST, STA IS MNDT ALUMINUM DISK ON 35 FT (10.7 M) LONG
 DL1945'DRIVEN ALUMINUM ROD.
 DL1945
 DL1945                          STATION RECOVERY (2016)
 DL1945
 DL1945'RECOVERY NOTE BY MN DEPT OF TRANSP 2016 (MAS)
 DL1945'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DL1946 ***********************************************************************
 DL1946  DESIGNATION -  0116 C
 DL1946  PID         -  DL1946
 DL1946  STATE/COUNTY-  MN/AITKIN
 DL1946  COUNTRY     -  US
 DL1946  USGS QUAD   -  WAUKENABO (2019)
 DL1946
 DL1946                         *CURRENT SURVEY CONTROL
 DL1946  ______________________________________________________________________
 DL1946* NAD 83(1986) POSITION- 46 38 06.     (N) 093 36 43.     (W)   SCALED
 DL1946* NAVD 88 ORTHO HEIGHT -   369.333 (meters)     1211.72  (feet) ADJUSTED
 DL1946  ______________________________________________________________________
 DL1946  GEOID HEIGHT    -        -28.096 (meters)                     GEOID18
 DL1946  DYNAMIC HEIGHT  -        369.355 (meters)     1211.79  (feet) COMP
 DL1946  MODELED GRAVITY -    980,662.8   (mgal)                       NAVD 88
 DL1946
 DL1946  VERT ORDER      -  SECOND    CLASS I
 DL1946
 DL1946.The horizontal coordinates were scaled from a map and have
 DL1946.an estimated accuracy of +/- 6 seconds.
 DL1946
 DL1946.The orthometric height was determined by differential leveling and
 DL1946.adjusted by the NATIONAL GEODETIC SURVEY
 DL1946.in May 2009.
 DL1946
 DL1946.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL1946.GEOID18 height accuracy estimate available here.
 DL1946
 DL1946.Click photographs - Photos may exist for this station.
 DL1946
 DL1946.The dynamic height is computed by dividing the NAVD 88
 DL1946.geopotential number by the normal gravity value computed on the
 DL1946.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL1946.degrees latitude (g = 980.6199 gals.).
 DL1946
 DL1946.The modeled gravity was interpolated from observed gravity values.
 DL1946
 DL1946;                    North         East    Units  Estimated Accuracy
 DL1946;SPC MN C     -   281,920.      848,850.      MT  (+/- 180 meters Scaled)
 DL1946
 DL1946_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVM531647(NAD 83)
 DL1946
 DL1946                          SUPERSEDED SURVEY CONTROL
 DL1946
 DL1946.No superseded survey control is available for this station.
 DL1946
 DL1946_MARKER: DD = SURVEY DISK
 DL1946_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DL1946_STAMPING: 0116 C 1983
 DL1946_MARK LOGO: MNDT
 DL1946_PROJECTION: FLUSH
 DL1946_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DL1946_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL1946_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DL1946+SATELLITE: SATELLITE OBSERVATIONS - July 10, 1997
 DL1946_ROD/PIPE-DEPTH: 12.2 meters
 DL1946
 DL1946  HISTORY     - Date     Condition        Report By
 DL1946  HISTORY     - 1983     MONUMENTED       MNDT
 DL1946  HISTORY     - 19970710 GOOD             MNDT
 DL1946
 DL1946                          STATION DESCRIPTION
 DL1946
 DL1946'DESCRIBED BY MN DEPT OF TRANSP 1997 (WAS)
 DL1946'THE MARK IS LOCATED ABOUT 2.4 MI (3.9 KM) NORTH OF HASSMAN, 1.75 MI
 DL1946'(2.8 KM) NORTH ON TRUNK HIGHWAY 169 FROM THE JUNCTION OF TRUNK HIGHWAY
 DL1946'169 AND TRUNK HIGHWAY 210, AT TRUNK HIGHWAY 169 MILEPOST 262.35, 54.5
 DL1946'FT (16.6 M) EAST OF TRUNK HIGHWAY 169, 1.3 FT (0.4 M) NORTH-NORTHEAST
 DL1946'OF A WITNESS POST, STATION IS MNDT ALUMINUM DISK ON 40 FT (12.2 M)
 DL1946'LONG DRIVEN ALUMINUM ROD.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DQ8500 ***********************************************************************
 DQ8500  DESIGNATION -  0116 D RESET
 DQ8500  PID         -  DQ8500
 DQ8500  STATE/COUNTY-  MN/AITKIN
 DQ8500  COUNTRY     -  US
 DQ8500  USGS QUAD   -  WAUKENABO (2019)
 DQ8500
 DQ8500                         *CURRENT SURVEY CONTROL
 DQ8500  ______________________________________________________________________
 DQ8500* NAD 83(1986) POSITION- 46 38 45.     (N) 093 36 42.     (W)   SCALED
 DQ8500* NAVD 88 ORTHO HEIGHT -   368.008 (meters)     1207.37  (feet) ADJUSTED
 DQ8500  ______________________________________________________________________
 DQ8500  GEOID HEIGHT    -        -28.119 (meters)                     GEOID18
 DQ8500  DYNAMIC HEIGHT  -        368.031 (meters)     1207.45  (feet) COMP
 DQ8500  MODELED GRAVITY -    980,663.4   (mgal)                       NAVD 88
 DQ8500
 DQ8500  VERT ORDER      -  SECOND    CLASS I
 DQ8500
 DQ8500.The horizontal coordinates were scaled from a map and have
 DQ8500.an estimated accuracy of +/- 6 seconds.
 DQ8500
 DQ8500.The orthometric height was determined by differential leveling and
 DQ8500.adjusted by the NATIONAL GEODETIC SURVEY
 DQ8500.in April 2021.
 DQ8500
 DQ8500.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ8500.GEOID18 height accuracy estimate available here.
 DQ8500
 DQ8500.Click photographs - Photos may exist for this station.
 DQ8500
 DQ8500.The dynamic height is computed by dividing the NAVD 88
 DQ8500.geopotential number by the normal gravity value computed on the
 DQ8500.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ8500.degrees latitude (g = 980.6199 gals.).
 DQ8500
 DQ8500.The modeled gravity was interpolated from observed gravity values.
 DQ8500
 DQ8500;                    North         East    Units  Estimated Accuracy
 DQ8500;SPC MN C     -   283,130.      848,870.      MT  (+/- 180 meters Scaled)
 DQ8500
 DQ8500_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVM531659(NAD 83)
 DQ8500
 DQ8500                          SUPERSEDED SURVEY CONTROL
 DQ8500
 DQ8500.No superseded survey control is available for this station.
 DQ8500
 DQ8500_MARKER: I = METAL ROD
 DQ8500_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DQ8500_STAMPING: 0116 D RESET 2017
 DQ8500_MARK LOGO: MNDT
 DQ8500_PROJECTION: RECESSED 5 CENTIMETERS
 DQ8500_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DQ8500_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ8500_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DQ8500+SATELLITE: SATELLITE OBSERVATIONS - April 05, 2017
 DQ8500_ROD/PIPE-DEPTH: 16.8 meters
 DQ8500
 DQ8500  HISTORY     - Date     Condition        Report By
 DQ8500  HISTORY     - 20170405 MONUMENTED       MNDT
 DQ8500
 DQ8500                          STATION DESCRIPTION
 DQ8500
 DQ8500'DESCRIBED BY MN DEPT OF TRANSP 2017
 DQ8500'THE MARK IS LOCATED ABOUT 8.0 MI (12.9 KM) NORTHEAST OF AITKIN.
 DQ8500'
 DQ8500'TO REACH THE MARK GO 2.45 MI (3.94 KM) NORTH ALONG TRUNK HIGHWAY 169
 DQ8500'FROM THE JUNCTION OF TRUNK HIGHWAY 169 AND TRUNK HIGHWAY 210, AT TRUNK
 DQ8500'HIGHWAY 169 MILE POINT 263.05.
 DQ8500'
 DQ8500'THE MARK IS LOCATED 64.5 FT (19.7 M) EAST OF TRUNK HIGHWAY 169, 43.0
 DQ8500'FT (13.1 M) NORTH OF 435TH LANE, 89.7 FT (27.3 M) NORTH-NORTHWEST OF
 DQ8500'WHISP MNDT REFERENCE MARK 2, 71.9 FT (21.9 M) NORTH-NORTHEAST OF
 DQ8500'STATION WHISP MNDT, 39.2 FT (11.9 M) NORTH-NORTHEAST OF THE END OF A
 DQ8500'GUARDRAIL POST, 1.3 FT (0.4 M) NORTH OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DL1950 ***********************************************************************
 DL1950  DESIGNATION -  0116 F
 DL1950  PID         -  DL1950
 DL1950  STATE/COUNTY-  MN/AITKIN
 DL1950  COUNTRY     -  US
 DL1950  USGS QUAD   -  WAUKENABO (2019)
 DL1950
 DL1950                         *CURRENT SURVEY CONTROL
 DL1950  ______________________________________________________________________
 DL1950* NAD 83(1986) POSITION- 46 39 48.     (N) 093 36 49.     (W)   SCALED
 DL1950* NAVD 88 ORTHO HEIGHT -   367.842 (meters)     1206.83  (feet) ADJUSTED
 DL1950  ______________________________________________________________________
 DL1950  GEOID HEIGHT    -        -28.155 (meters)                     GEOID18
 DL1950  DYNAMIC HEIGHT  -        367.865 (meters)     1206.90  (feet) COMP
 DL1950  MODELED GRAVITY -    980,664.1   (mgal)                       NAVD 88
 DL1950
 DL1950  VERT ORDER      -  SECOND    CLASS I
 DL1950
 DL1950.The horizontal coordinates were scaled from a map and have
 DL1950.an estimated accuracy of +/- 6 seconds.
 DL1950
 DL1950.The orthometric height was determined by differential leveling and
 DL1950.adjusted by the NATIONAL GEODETIC SURVEY
 DL1950.in April 2021.
 DL1950
 DL1950.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL1950.GEOID18 height accuracy estimate available here.
 DL1950
 DL1950.Click photographs - Photos may exist for this station.
 DL1950
 DL1950.The dynamic height is computed by dividing the NAVD 88
 DL1950.geopotential number by the normal gravity value computed on the
 DL1950.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL1950.degrees latitude (g = 980.6199 gals.).
 DL1950
 DL1950.The modeled gravity was interpolated from observed gravity values.
 DL1950
 DL1950;                    North         East    Units  Estimated Accuracy
 DL1950;SPC MN C     -   285,070.      848,700.      MT  (+/- 180 meters Scaled)
 DL1950
 DL1950_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVM530679(NAD 83)
 DL1950
 DL1950                          SUPERSEDED SURVEY CONTROL
 DL1950
 DL1950  NAVD 88 (05/06/09)  367.853  (m)         1206.86   (f) SUPERSEDED  2 1
 DL1950
 DL1950.Superseded values are not recommended for survey control.
 DL1950
 DL1950.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL1950.See file dsdata.pdf to determine how the superseded data were derived.
 DL1950
 DL1950_MARKER: DV = VERTICAL CONTROL DISK
 DL1950_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DL1950_STAMPING: 0116 F 1983
 DL1950_MARK LOGO: MNDT
 DL1950_PROJECTION: FLUSH
 DL1950_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DL1950_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL1950_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DL1950+SATELLITE: SATELLITE OBSERVATIONS - April 05, 2017
 DL1950_ROD/PIPE-DEPTH: 9.1 meters
 DL1950
 DL1950  HISTORY     - Date     Condition        Report By
 DL1950  HISTORY     - 1983     MONUMENTED       MNDT
 DL1950  HISTORY     - 19970710 GOOD             MNDT
 DL1950  HISTORY     - 20170405 GOOD             MNDT
 DL1950
 DL1950                          STATION DESCRIPTION
 DL1950
 DL1950'DESCRIBED BY MN DEPT OF TRANSP 1997 (WAS)
 DL1950'THE MARK IS LOCATED ABOUT 4.25 MI (6.84 KM) NORTH OF HASSMAN, 3.7 MI
 DL1950'(6.0 KM) NORTH ON TH 169 FROM JCT OF TH 169 AND TH 210, ABOUT 1 MI
 DL1950'(1.6 KM) NORTH OF TH 169 BRIDGE OVER MISSISSIPPI RIVER, 72 FT (21.9 M)
 DL1950'EAST OF TH 169 OPPOSITE ENTRANCE WEST, 13.5 FT (4.1 M) WSW OF 30 INCH
 DL1950'OAK TREE, ABOUT 141.93 FT (43.26 M) EAST OF MNDT STATION BIG PINE,
 DL1950'ABOUT 150 FT (45.7 M) ESE OF BIG PINE RM 1, 0.8 FT (24.4 CM) SOUTH OF
 DL1950'WITNESS POST, STATION IS MNDT ALUMINUM DISK ON 30 FT (9.1 M) LONG
 DL1950'DRIVEN ALUMINUM ROD.
 DL1950
 DL1950                          STATION RECOVERY (2017)
 DL1950
 DL1950'RECOVERY NOTE BY MN DEPT OF TRANSP 2017 (MAS)
 DL1950'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DL1952 ***********************************************************************
 DL1952  DESIGNATION -  0116 G
 DL1952  PID         -  DL1952
 DL1952  STATE/COUNTY-  MN/AITKIN
 DL1952  COUNTRY     -  US
 DL1952  USGS QUAD   -  WAUKENABO (2019)
 DL1952
 DL1952                         *CURRENT SURVEY CONTROL
 DL1952  ______________________________________________________________________
 DL1952* NAD 83(1986) POSITION- 46 40 26.73   (N) 093 36 27.57   (W)   HD_HELD1
 DL1952* NAVD 88 ORTHO HEIGHT -   368.856 (meters)     1210.16  (feet) ADJUSTED
 DL1952  ______________________________________________________________________
 DL1952  GEOID HEIGHT    -        -28.179 (meters)                     GEOID18
 DL1952  DYNAMIC HEIGHT  -        368.878 (meters)     1210.23  (feet) COMP
 DL1952  MODELED GRAVITY -    980,664.8   (mgal)                       NAVD 88
 DL1952
 DL1952  VERT ORDER      -  SECOND    CLASS I
 DL1952
 DL1952.The horizontal coordinates were determined by differentially corrected
 DL1952.hand held GPS observations or other comparable positioning techniques
 DL1952.and have an estimated accuracy of +/- 3 meters.
 DL1952
 DL1952.The orthometric height was determined by differential leveling and
 DL1952.adjusted by the NATIONAL GEODETIC SURVEY
 DL1952.in April 2021.
 DL1952
 DL1952.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL1952.GEOID18 height accuracy estimate available here.
 DL1952
 DL1952.Click photographs - Photos may exist for this station.
 DL1952
 DL1952.The dynamic height is computed by dividing the NAVD 88
 DL1952.geopotential number by the normal gravity value computed on the
 DL1952.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL1952.degrees latitude (g = 980.6199 gals.).
 DL1952
 DL1952.The modeled gravity was interpolated from observed gravity values.
 DL1952
 DL1952;                    North         East    Units  Estimated Accuracy
 DL1952;SPC MN C     -   286,270.5     849,146.7     MT  (+/- 3 meters HH1 GPS) 
 DL1952
 DL1952_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVM5352269127(NAD 83)
 DL1952
 DL1952                          SUPERSEDED SURVEY CONTROL
 DL1952
 DL1952  NAVD 88 (05/06/09)  368.868  (m)         1210.19   (f) SUPERSEDED  2 1
 DL1952
 DL1952.Superseded values are not recommended for survey control.
 DL1952
 DL1952.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL1952.See file dsdata.pdf to determine how the superseded data were derived.
 DL1952
 DL1952_MARKER: DV = VERTICAL CONTROL DISK
 DL1952_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DL1952_STAMPING: 0116 G 1983
 DL1952_MARK LOGO: MNDT
 DL1952_PROJECTION: FLUSH
 DL1952_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DL1952_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL1952_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL1952+SATELLITE: SATELLITE OBSERVATIONS - August 05, 2020
 DL1952_ROD/PIPE-DEPTH: 7.6 meters
 DL1952
 DL1952  HISTORY     - Date     Condition        Report By
 DL1952  HISTORY     - 1983     MONUMENTED       MNDT
 DL1952  HISTORY     - 19970710 GOOD             MNDT
 DL1952  HISTORY     - 20170405 GOOD             MNDT
 DL1952  HISTORY     - 20200805 GOOD             MNDT
 DL1952
 DL1952                          STATION DESCRIPTION
 DL1952
 DL1952'DESCRIBED BY MN DEPT OF TRANSP 1997 (WAS)
 DL1952'THE MARK IS LOCATED ABOUT 5.1 MI (8.2 KM) NORTH OF HASSMAN, 4.5 MI
 DL1952'(7.2 KM) NORTH ON TH 169 FROM JCT OF TH 169 AND TH 210, AT TH 169 MP
 DL1952'265.1, 90.2 FT (27.5 M) EAST OF TH 169, 30 FT (9.1 M) SOUTH OF CO RD
 DL1952'10, 28.0 FT (8.5 M) NE OF CABLE MARKER, 0.9 FT (27.4 CM) EAST OF
 DL1952'WITNESS POST.
 DL1952
 DL1952                          STATION RECOVERY (2017)
 DL1952
 DL1952'RECOVERY NOTE BY MN DEPT OF TRANSP 2017 (MAS)
 DL1952'RECOVERED AS DESCRIBED.
 DL1952
 DL1952                          STATION RECOVERY (2020)
 DL1952
 DL1952'RECOVERY NOTE BY MN DEPT OF TRANSP 2020 (TJD)
 DL1952'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DL1953 ***********************************************************************
 DL1953  DESIGNATION -  0116 H
 DL1953  PID         -  DL1953
 DL1953  STATE/COUNTY-  MN/AITKIN
 DL1953  COUNTRY     -  US
 DL1953  USGS QUAD   -  WAUKENABO (2019)
 DL1953
 DL1953                         *CURRENT SURVEY CONTROL
 DL1953  ______________________________________________________________________
 DL1953* NAD 83(1986) POSITION- 46 41 04.62   (N) 093 36 04.86   (W)   HD_HELD1
 DL1953* NAVD 88 ORTHO HEIGHT -   368.147 (meters)     1207.83  (feet) ADJUSTED
 DL1953  ______________________________________________________________________
 DL1953  GEOID HEIGHT    -        -28.203 (meters)                     GEOID18
 DL1953  DYNAMIC HEIGHT  -        368.170 (meters)     1207.90  (feet) COMP
 DL1953  MODELED GRAVITY -    980,665.4   (mgal)                       NAVD 88
 DL1953
 DL1953  VERT ORDER      -  SECOND    CLASS I
 DL1953
 DL1953.The horizontal coordinates were determined by differentially corrected
 DL1953.hand held GPS observations or other comparable positioning techniques
 DL1953.and have an estimated accuracy of +/- 3 meters.
 DL1953
 DL1953.The orthometric height was determined by differential leveling and
 DL1953.adjusted by the NATIONAL GEODETIC SURVEY
 DL1953.in April 2021.
 DL1953
 DL1953.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL1953.GEOID18 height accuracy estimate available here.
 DL1953
 DL1953.Click photographs - Photos may exist for this station.
 DL1953
 DL1953.The dynamic height is computed by dividing the NAVD 88
 DL1953.geopotential number by the normal gravity value computed on the
 DL1953.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL1953.degrees latitude (g = 980.6199 gals.).
 DL1953
 DL1953.The modeled gravity was interpolated from observed gravity values.
 DL1953
 DL1953;                    North         East    Units  Estimated Accuracy
 DL1953;SPC MN C     -   287,444.3     849,619.8     MT  (+/- 3 meters HH1 GPS) 
 DL1953
 DL1953_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVM5401370293(NAD 83)
 DL1953
 DL1953                          SUPERSEDED SURVEY CONTROL
 DL1953
 DL1953  NAVD 88 (05/06/09)  368.159  (m)         1207.87   (f) SUPERSEDED  2 1
 DL1953
 DL1953.Superseded values are not recommended for survey control.
 DL1953
 DL1953.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL1953.See file dsdata.pdf to determine how the superseded data were derived.
 DL1953
 DL1953_MARKER: DV = VERTICAL CONTROL DISK
 DL1953_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DL1953_STAMPING: 0116 H 1983
 DL1953_MARK LOGO: MNDT
 DL1953_PROJECTION: FLUSH
 DL1953_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DL1953_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL1953_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DL1953+SATELLITE: SATELLITE OBSERVATIONS - March 28, 2017
 DL1953_ROD/PIPE-DEPTH: 10.7 meters
 DL1953
 DL1953  HISTORY     - Date     Condition        Report By
 DL1953  HISTORY     - 1983     MONUMENTED       MNDT
 DL1953  HISTORY     - 19970710 GOOD             MNDT
 DL1953  HISTORY     - 20170328 GOOD             MNDT
 DL1953
 DL1953                          STATION DESCRIPTION
 DL1953
 DL1953'DESCRIBED BY MN DEPT OF TRANSP 1997 (WAS)
 DL1953'THE STATION IS LOCATED ABOUT 5.8 MI (9.3 KM) NORTH OF HASSMAN, 5.7 MI
 DL1953'(9.1 KM) WEST-SOUTHWEST OF PALISADE AND 3.8 MI (6.1 KM) SOUTH OF
 DL1953'WAUKENABO.  5.25 MI (8.45 KM) NORTH OF JCT TH 169 AND TH 210, TH 169
 DL1953'MP 265.9, 79 FT (24.1 M) EAST OF TH 169, 1.8 FT (0.5 M) WEST OF FENCE,
 DL1953'1.5 FT (0.5 M) SSW OF WIT POST, 71.99 FT (21.94 M) SSE OF MNDT STATION
 DL1953'OXBOW.
 DL1953
 DL1953                          STATION RECOVERY (2017)
 DL1953
 DL1953'RECOVERY NOTE BY MN DEPT OF TRANSP 2017 (MAS)
 DL1953'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DF5442 ***********************************************************************
 DF5442  DESIGNATION -  0116 J
 DF5442  PID         -  DF5442
 DF5442  STATE/COUNTY-  MN/AITKIN
 DF5442  COUNTRY     -  US
 DF5442  USGS QUAD   -  WAUKENABO (2019)
 DF5442
 DF5442                         *CURRENT SURVEY CONTROL
 DF5442  ______________________________________________________________________
 DF5442* NAD 83(2011) POSITION- 46 41 46.66741(N) 093 36 04.29315(W)   ADJUSTED
 DF5442* NAD 83(2011) ELLIP HT-   343.991 (meters)        (06/27/12)   ADJUSTED
 DF5442* NAD 83(2011) EPOCH   -  2010.00
 DF5442* NAVD 88 ORTHO HEIGHT -   372.212 (meters)     1221.17  (feet) ADJUSTED
 DF5442  ______________________________________________________________________
 DF5442  GEOID HEIGHT    -        -28.226 (meters)                     GEOID18
 DF5442  NAD 83(2011) X  -   -275,273.913 (meters)                     COMP
 DF5442  NAD 83(2011) Y  - -4,373,900.819 (meters)                     COMP
 DF5442  NAD 83(2011) Z  -  4,618,924.109 (meters)                     COMP
 DF5442  LAPLACE CORR    -         -1.40  (seconds)                    DEFLEC18
 DF5442  DYNAMIC HEIGHT  -        372.236 (meters)     1221.24  (feet) COMP
 DF5442  MODELED GRAVITY -    980,665.7   (mgal)                       NAVD 88
 DF5442
 DF5442  VERT ORDER      -  SECOND    CLASS I
 DF5442
 DF5442  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DF5442  Standards:
 DF5442         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DF5442            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DF5442  -------------------------------------------------------------------
 DF5442  NETWORK    0.64   0.71           0.29   0.22   0.36      0.19895940
 DF5442  -------------------------------------------------------------------
 DF5442  Click here for local accuracies and other accuracy information.
 DF5442
 DF5442.The horizontal coordinates were established by GPS observations
 DF5442.and adjusted by the National Geodetic Survey in June 2012.
 DF5442
 DF5442.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DF5442.been affixed to the stable North American tectonic plate. See 
 DF5442.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DF5442
 DF5442.The horizontal coordinates are valid at the epoch date displayed above
 DF5442.which is a decimal equivalence of Year/Month/Day.
 DF5442
 DF5442.The orthometric height was determined by differential leveling and
 DF5442.adjusted by the NATIONAL GEODETIC SURVEY
 DF5442.in April 2021.
 DF5442
 DF5442.Significant digits in the geoid height do not necessarily reflect accuracy.
 DF5442.GEOID18 height accuracy estimate available here.
 DF5442
 DF5442.Click photographs - Photos may exist for this station.
 DF5442
 DF5442.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DF5442
 DF5442.The Laplace correction was computed from DEFLEC18 derived deflections.
 DF5442
 DF5442.The ellipsoidal height was determined by GPS observations
 DF5442.and is referenced to NAD 83.
 DF5442
 DF5442.The dynamic height is computed by dividing the NAVD 88
 DF5442.geopotential number by the normal gravity value computed on the
 DF5442.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DF5442.degrees latitude (g = 980.6199 gals.).
 DF5442
 DF5442.The modeled gravity was interpolated from observed gravity values.
 DF5442
 DF5442. The following values were computed from the NAD 83(2011) position.
 DF5442
 DF5442;                    North         East     Units Scale Factor Converg.
 DF5442;SPC MN C     -   288,742.658   849,621.176   MT  0.99994189   +0 28 09.6
 DF5442;SPC MN C     -   947,316.54  2,787,465.47   sFT  0.99994189   +0 28 09.6
 DF5442;UTM  15      - 5,171,591.034   454,035.696   MT  0.99962597   -0 26 15.0
 DF5442
 DF5442!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF5442!SPC MN C     -   0.99994608  x   0.99994189  =   0.99988797
 DF5442!UTM  15      -   0.99994608  x   0.99962597  =   0.99957207
 DF5442
 DF5442_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVM5403571591(NAD 83)
 DF5442
 DF5442                          SUPERSEDED SURVEY CONTROL
 DF5442
 DF5442  NAD 83(2007)-  46 41 46.66749(N)    093 36 04.29412(W) AD(2002.00) 0
 DF5442  ELLIP H (02/10/07)  344.022  (m)                       GP(2002.00)    
 DF5442  NAD 83(1996)-  46 41 46.66739(N)    093 36 04.29374(W) AD(       ) 1
 DF5442  ELLIP H (05/05/03)  344.040  (m)                       GP(       ) 3 1
 DF5442  NAVD 88 (05/06/09)  372.223  (m)         1221.20   (f) SUPERSEDED  2 1
 DF5442  NAVD 88             372.22   (m)         1221.2    (f) LEVELING    3  
 DF5442
 DF5442.Superseded values are not recommended for survey control.
 DF5442
 DF5442.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF5442.See file dsdata.pdf to determine how the superseded data were derived.
 DF5442
 DF5442_MARKER: DV = VERTICAL CONTROL DISK
 DF5442_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DF5442_STAMPING: 0116 J 1983
 DF5442_MARK LOGO: MNDT
 DF5442_PROJECTION: PROJECTING 3 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 - March 28, 2017
 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  HISTORY     - 20170328 GOOD             MNDT
 DF5442
 DF5442                          STATION DESCRIPTION
 DF5442
 DF5442'DESCRIBED BY MN DEPT OF TRANSP 1997 (WAS)
 DF5442'THE MARK IS LOCATED ABOUT 3 MI (4.8 KM) SOUTH OF WAUKENABO, 1 MI (1.6
 DF5442'KM) SOUTH ON TH 169 FROM JCT OF TH 169 AND CO RD 3, 6.05 MI (9.74 KM)
 DF5442'NORTH ON TH 169 FROM JCT OF TH 169 AND TH 210, 89.0 FT (27.1 M) EAST
 DF5442'OF TH 169, AT TH 169 MP 266.7, 26 FT (7.9 M) SOUTH OF GRAVEL RD, 2.9
 DF5442'FT (0.9 M) NE OF P-POLE, 1.0 FT (0.3 M) EAST OF WITNESS POST, STATION
 DF5442'IS MNDT ALUMINUM DISK ON 25 FT (7.6 M) LONG DRIVEN ALUMINUM ROD.
 DF5442'
 DF5442'STATION  WAS SET IN 1983 BUT NOT LEVELED TO TILL 1997.
 DF5442
 DF5442                          STATION RECOVERY (2017)
 DF5442
 DF5442'RECOVERY NOTE BY MN DEPT OF TRANSP 2017 (MAS)
 DF5442'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DL1957 ***********************************************************************
 DL1957  DESIGNATION -  0116 K
 DL1957  PID         -  DL1957
 DL1957  STATE/COUNTY-  MN/AITKIN
 DL1957  COUNTRY     -  US
 DL1957  USGS QUAD   -  WAUKENABO (2019)
 DL1957
 DL1957                         *CURRENT SURVEY CONTROL
 DL1957  ______________________________________________________________________
 DL1957* NAD 83(1986) POSITION- 46 42 27.93   (N) 093 36 04.44   (W)   HD_HELD1
 DL1957* NAVD 88 ORTHO HEIGHT -   372.900 (meters)     1223.42  (feet) ADJUSTED
 DL1957  ______________________________________________________________________
 DL1957  GEOID HEIGHT    -        -28.249 (meters)                     GEOID18
 DL1957  DYNAMIC HEIGHT  -        372.924 (meters)     1223.50  (feet) COMP
 DL1957  MODELED GRAVITY -    980,665.9   (mgal)                       NAVD 88
 DL1957
 DL1957  VERT ORDER      -  SECOND    CLASS I
 DL1957
 DL1957.The horizontal coordinates were determined by differentially corrected
 DL1957.hand held GPS observations or other comparable positioning techniques
 DL1957.and have an estimated accuracy of +/- 3 meters.
 DL1957
 DL1957.The orthometric height was determined by differential leveling and
 DL1957.adjusted by the NATIONAL GEODETIC SURVEY
 DL1957.in April 2021.
 DL1957
 DL1957.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL1957.GEOID18 height accuracy estimate available here.
 DL1957
 DL1957.Click photographs - Photos may exist for this station.
 DL1957
 DL1957.The dynamic height is computed by dividing the NAVD 88
 DL1957.geopotential number by the normal gravity value computed on the
 DL1957.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL1957.degrees latitude (g = 980.6199 gals.).
 DL1957
 DL1957.The modeled gravity was interpolated from observed gravity values.
 DL1957
 DL1957;                    North         East    Units  Estimated Accuracy
 DL1957;SPC MN C     -   290,016.7     849,607.6     MT  (+/- 3 meters HH1 GPS) 
 DL1957
 DL1957_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVM5404272864(NAD 83)
 DL1957
 DL1957                          SUPERSEDED SURVEY CONTROL
 DL1957
 DL1957  NAVD 88 (05/06/09)  372.909  (m)         1223.45   (f) SUPERSEDED  2 1
 DL1957
 DL1957.Superseded values are not recommended for survey control.
 DL1957
 DL1957.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL1957.See file dsdata.pdf to determine how the superseded data were derived.
 DL1957
 DL1957_MARKER: DV = VERTICAL CONTROL DISK
 DL1957_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 DL1957_SP_SET: BOX CULVERT
 DL1957_STAMPING: 0116 K 1983
 DL1957_MARK LOGO: MNDT
 DL1957_MAGNETIC: N = NO MAGNETIC MATERIAL
 DL1957_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DL1957+STABILITY: SURFACE MOTION
 DL1957_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DL1957+SATELLITE: SATELLITE OBSERVATIONS - March 29, 2017
 DL1957
 DL1957  HISTORY     - Date     Condition        Report By
 DL1957  HISTORY     - 1983     MONUMENTED       MNDT
 DL1957  HISTORY     - 19970710 GOOD             MNDT
 DL1957  HISTORY     - 20170329 GOOD             MNDT
 DL1957
 DL1957                          STATION DESCRIPTION
 DL1957
 DL1957'DESCRIBED BY MN DEPT OF TRANSP 1997 (WAS)
 DL1957'THE MARK IS LOCATED ABOUT 2.2 MI (3.5 KM) SOUTH OF WAUKENABO, 0.2 MI
 DL1957'(0.3 KM) SOUTH OF JCT OF TH 169 AND CO RD 3, 6.85 MI (11.02 KM) NORTH
 DL1957'ON TH 169 FROM JCT OF TH 169 AND TH 210, AT TH 169 MP 267.5, 28.4 FT
 DL1957'(8.7 M) EAST OF TH 169, IN SE COR OF BOX CULVERT NO 8560 (TH 169 OVER
 DL1957'WHITE ELK CREEK) , 0.8 FT (24.4 CM) NORTH OF SOUTH END OF CULVERT.
 DL1957'STATION WAS SET IN 1983 BUT NOT LEVELED.
 DL1957
 DL1957                          STATION RECOVERY (2017)
 DL1957
 DL1957'RECOVERY NOTE BY MN DEPT OF TRANSP 2017 (MAS)
 DL1957'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DQ8504 ***********************************************************************
 DQ8504  DESIGNATION -  0116 L RESET
 DQ8504  PID         -  DQ8504
 DQ8504  STATE/COUNTY-  MN/AITKIN
 DQ8504  COUNTRY     -  US
 DQ8504  USGS QUAD   -  WAUKENABO (2019)
 DQ8504
 DQ8504                         *CURRENT SURVEY CONTROL
 DQ8504  ______________________________________________________________________
 DQ8504* NAD 83(1986) POSITION- 46 43 03.     (N) 093 36 03.     (W)   SCALED
 DQ8504* NAVD 88 ORTHO HEIGHT -   376.387 (meters)     1234.86  (feet) ADJUSTED
 DQ8504  ______________________________________________________________________
 DQ8504  GEOID HEIGHT    -        -28.269 (meters)                     GEOID18
 DQ8504  DYNAMIC HEIGHT  -        376.411 (meters)     1234.94  (feet) COMP
 DQ8504  MODELED GRAVITY -    980,666.1   (mgal)                       NAVD 88
 DQ8504
 DQ8504  VERT ORDER      -  SECOND    CLASS I
 DQ8504
 DQ8504.The horizontal coordinates were scaled from a map and have
 DQ8504.an estimated accuracy of +/- 6 seconds.
 DQ8504
 DQ8504.The orthometric height was determined by differential leveling and
 DQ8504.adjusted by the NATIONAL GEODETIC SURVEY
 DQ8504.in April 2021.
 DQ8504
 DQ8504.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ8504.GEOID18 height accuracy estimate available here.
 DQ8504
 DQ8504.Click photographs - Photos may exist for this station.
 DQ8504
 DQ8504.The dynamic height is computed by dividing the NAVD 88
 DQ8504.geopotential number by the normal gravity value computed on the
 DQ8504.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ8504.degrees latitude (g = 980.6199 gals.).
 DQ8504
 DQ8504.The modeled gravity was interpolated from observed gravity values.
 DQ8504
 DQ8504;                    North         East    Units  Estimated Accuracy
 DQ8504;SPC MN C     -   291,100.      849,630.      MT  (+/- 180 meters Scaled)
 DQ8504
 DQ8504_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVM540739(NAD 83)
 DQ8504
 DQ8504                          SUPERSEDED SURVEY CONTROL
 DQ8504
 DQ8504.No superseded survey control is available for this station.
 DQ8504
 DQ8504_MARKER: I = METAL ROD
 DQ8504_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DQ8504_STAMPING: 0116 L RESET 2017
 DQ8504_MARK LOGO: MNDT
 DQ8504_PROJECTION: FLUSH
 DQ8504_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DQ8504_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ8504_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ8504+SATELLITE: SATELLITE OBSERVATIONS - March 28, 2017
 DQ8504_ROD/PIPE-DEPTH: 9.1 meters
 DQ8504
 DQ8504  HISTORY     - Date     Condition        Report By
 DQ8504  HISTORY     - 20170328 MONUMENTED       MNDT
 DQ8504
 DQ8504                          STATION DESCRIPTION
 DQ8504
 DQ8504'DESCRIBED BY MN DEPT OF TRANSP 2017
 DQ8504'THE MARK IS LOCATED ABOUT 4.8 MI (7.7 KM) WEST OF PALISADE.
 DQ8504'
 DQ8504'TO REACH THE MARK GO 0.6 MI (1.0 KM) NORTH ALONG TRUNK HIGHWAY 169
 DQ8504'FROM THE JUNCTION OF TRUNK HIGHWAY 169 AND COUNTY ROAD 3 (THE JUNCTION
 DQ8504'IS 4.5 MI (7.2 KM) WEST OF PALISADE), AT TRUNK HIGHWAY 169 MILE POINT
 DQ8504'268.3.
 DQ8504'
 DQ8504'THE MARK IS LOCATED 79.0 FT (24.1 M) EAST OF TRUNK HIGHWAY 169, 145.0
 DQ8504'FT (44.2 M) EAST OF REFERENCE MARK 2, 54.7 FT (16.7 M) NORTH OF PALLET
 DQ8504'MNDT, 17.0 FT (5.2 M) SOUTHWEST OF A POWER POLE, 8.5 FT (2.6 M)
 DQ8504'WEST-SOUTHWEST OF A UNDERGROUND CABLE MARKER, 1.0 FT (0.3 M) NORTH OF
 DQ8504'A WITNESS POST.
 DQ8504'
 DQ8504'NOTE-THE STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM ROD
 DQ8504'DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION REMOVABLE DISK
 DQ8504'SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH PVC
 DQ8504'PIPE BACK FILLED WITH WASHED SAND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DL1960 ***********************************************************************
 DL1960  DESIGNATION -  0116 M
 DL1960  PID         -  DL1960
 DL1960  STATE/COUNTY-  MN/AITKIN
 DL1960  COUNTRY     -  US
 DL1960  USGS QUAD   -  WAUKENABO (2019)
 DL1960
 DL1960                         *CURRENT SURVEY CONTROL
 DL1960  ______________________________________________________________________
 DL1960* NAD 83(1986) POSITION- 46 44 08.16   (N) 093 36 03.38   (W)   HD_HELD1
 DL1960* NAVD 88 ORTHO HEIGHT -   379.794 (meters)     1246.04  (feet) ADJUSTED
 DL1960  ______________________________________________________________________
 DL1960  GEOID HEIGHT    -        -28.308 (meters)                     GEOID18
 DL1960  DYNAMIC HEIGHT  -        379.818 (meters)     1246.12  (feet) COMP
 DL1960  MODELED GRAVITY -    980,666.3   (mgal)                       NAVD 88
 DL1960
 DL1960  VERT ORDER      -  SECOND    CLASS I
 DL1960
 DL1960.The horizontal coordinates were determined by differentially corrected
 DL1960.hand held GPS observations or other comparable positioning techniques
 DL1960.and have an estimated accuracy of +/- 3 meters.
 DL1960
 DL1960.The orthometric height was determined by differential leveling and
 DL1960.adjusted by the NATIONAL GEODETIC SURVEY
 DL1960.in April 2021.
 DL1960
 DL1960.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL1960.GEOID18 height accuracy estimate available here.
 DL1960
 DL1960.Click photographs - Photos may exist for this station.
 DL1960
 DL1960.The dynamic height is computed by dividing the NAVD 88
 DL1960.geopotential number by the normal gravity value computed on the
 DL1960.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL1960.degrees latitude (g = 980.6199 gals.).
 DL1960
 DL1960.The modeled gravity was interpolated from observed gravity values.
 DL1960
 DL1960;                    North         East    Units  Estimated Accuracy
 DL1960;SPC MN C     -   293,111.6     849,604.8     MT  (+/- 3 meters HH1 GPS) 
 DL1960
 DL1960_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVM5408875958(NAD 83)
 DL1960
 DL1960                          SUPERSEDED SURVEY CONTROL
 DL1960
 DL1960  NAVD 88 (05/06/09)  379.799  (m)         1246.06   (f) SUPERSEDED  2 1
 DL1960
 DL1960.Superseded values are not recommended for survey control.
 DL1960
 DL1960.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL1960.See file dsdata.pdf to determine how the superseded data were derived.
 DL1960
 DL1960_MARKER: DV = VERTICAL CONTROL DISK
 DL1960_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DL1960_STAMPING: 0116 M 1983
 DL1960_MARK LOGO: MNDT
 DL1960_PROJECTION: FLUSH
 DL1960_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DL1960_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL1960_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DL1960+SATELLITE: SATELLITE OBSERVATIONS - April 05, 2017
 DL1960_ROD/PIPE-DEPTH: 10.7 meters
 DL1960
 DL1960  HISTORY     - Date     Condition        Report By
 DL1960  HISTORY     - 1983     MONUMENTED       MNDT
 DL1960  HISTORY     - 19970709 GOOD             MNDT
 DL1960  HISTORY     - 20170405 GOOD             MNDT
 DL1960
 DL1960                          STATION DESCRIPTION
 DL1960
 DL1960'DESCRIBED BY MN DEPT OF TRANSP 1997 (WAS)
 DL1960'THE MARK IS LOCATED ABOUT 9.25 MI (14.89 KM) NORTH OF HASSMAN, 0.25 MI
 DL1960'(0.40 KM) SOUTH OF GRAVEL RD CROSSING TH 169 AT WAUKENABO, 8.75 MI
 DL1960'(14.08 KM) NORTH ON TH 169 FROM JCT OF TH 169 AND TH 210, AT TH 169 MP
 DL1960'269.4, 79.5 FT (24.2 M) WEST OF TH 169, 47.5 FT (14.5 M) SW OF 24 INCH
 DL1960'WHITE PINE TREE, 27 FT (8.2 M) SOUTH OF ENTRANCE, 130.5 FT (39.8 M)
 DL1960'SSE OF SE COR OF WAUKENABO TOWNHALL, 0.8 FT (24.4 CM) ENE OF WITNESS
 DL1960'POST, STATION IS MNDT ALUMINUM DISK ON 35 FT (10.7 M) LONG DRIVEN
 DL1960'ALUMINUM ROD.
 DL1960
 DL1960                          STATION RECOVERY (2017)
 DL1960
 DL1960'RECOVERY NOTE BY MN DEPT OF TRANSP 2017 (MAS)
 DL1960'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DL1961 ***********************************************************************
 DL1961  DESIGNATION -  0116 N
 DL1961  PID         -  DL1961
 DL1961  STATE/COUNTY-  MN/AITKIN
 DL1961  COUNTRY     -  US
 DL1961  USGS QUAD   -  WAUKENABO (2019)
 DL1961
 DL1961                         *CURRENT SURVEY CONTROL
 DL1961  ______________________________________________________________________
 DL1961* NAD 83(1986) POSITION- 46 44 44.74   (N) 093 35 58.33   (W)   HD_HELD1
 DL1961* NAVD 88 ORTHO HEIGHT -   380.998 (meters)     1249.99  (feet) ADJUSTED
 DL1961  ______________________________________________________________________
 DL1961  GEOID HEIGHT    -        -28.331 (meters)                     GEOID18
 DL1961  DYNAMIC HEIGHT  -        381.023 (meters)     1250.07  (feet) COMP
 DL1961  MODELED GRAVITY -    980,666.5   (mgal)                       NAVD 88
 DL1961
 DL1961  VERT ORDER      -  SECOND    CLASS I
 DL1961
 DL1961.The horizontal coordinates were determined by differentially corrected
 DL1961.hand held GPS observations or other comparable positioning techniques
 DL1961.and have an estimated accuracy of +/- 3 meters.
 DL1961
 DL1961.The orthometric height was determined by differential leveling and
 DL1961.adjusted by the NATIONAL GEODETIC SURVEY
 DL1961.in April 2021.
 DL1961
 DL1961.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL1961.GEOID18 height accuracy estimate available here.
 DL1961
 DL1961.Click photographs - Photos may exist for this station.
 DL1961
 DL1961.The dynamic height is computed by dividing the NAVD 88
 DL1961.geopotential number by the normal gravity value computed on the
 DL1961.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL1961.degrees latitude (g = 980.6199 gals.).
 DL1961
 DL1961.The modeled gravity was interpolated from observed gravity values.
 DL1961
 DL1961;                    North         East    Units  Estimated Accuracy
 DL1961;SPC MN C     -   294,242.0     849,702.7     MT  (+/- 3 meters HH1 GPS) 
 DL1961
 DL1961_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVM5420477086(NAD 83)
 DL1961
 DL1961                          SUPERSEDED SURVEY CONTROL
 DL1961
 DL1961  NAVD 88 (05/06/09)  381.001  (m)         1250.00   (f) SUPERSEDED  2 1
 DL1961
 DL1961.Superseded values are not recommended for survey control.
 DL1961
 DL1961.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL1961.See file dsdata.pdf to determine how the superseded data were derived.
 DL1961
 DL1961_MARKER: DV = VERTICAL CONTROL DISK
 DL1961_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DL1961_STAMPING: 0116 N 1983
 DL1961_MARK LOGO: MNDT
 DL1961_PROJECTION: FLUSH
 DL1961_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DL1961_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL1961_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DL1961+SATELLITE: SATELLITE OBSERVATIONS - April 05, 2017
 DL1961_ROD/PIPE-DEPTH: 12.2 meters
 DL1961
 DL1961  HISTORY     - Date     Condition        Report By
 DL1961  HISTORY     - 1983     MONUMENTED       MNDT
 DL1961  HISTORY     - 19970709 GOOD             MNDT
 DL1961  HISTORY     - 20170405 GOOD             MNDT
 DL1961
 DL1961                          STATION DESCRIPTION
 DL1961
 DL1961'DESCRIBED BY MN DEPT OF TRANSP 1997 (WAS)
 DL1961'THE MARK IS LOCATED ABOUT 10 MI (16.1 KM) NORTH OF HASSMAN, 0.45 MI
 DL1961'(0.72 KM) NORTH OF WAUKENABO, 9.45 MI (15.21 KM) NORTH ON T H 169 FROM
 DL1961'JCT OF TH 169 AND TH 210, AT TH 169 MP 270.15, 109.5 FT (33.4 M) EAST
 DL1961'OF TH 169, 2.9 FT (0.9 M) NW OF P-P0LE, 1.5 FT (0.5 M) NW OF WIT POST,
 DL1961'20 FT (6.1 M) SSW OF DIRT ROAD.  STATION SET IN 1983 BUT NOT LEVELED.
 DL1961
 DL1961                          STATION RECOVERY (2017)
 DL1961
 DL1961'RECOVERY NOTE BY MN DEPT OF TRANSP 2017 (MAS)
 DL1961'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DL1964 ***********************************************************************
 DL1964  DESIGNATION -  0116 P
 DL1964  PID         -  DL1964
 DL1964  STATE/COUNTY-  MN/AITKIN
 DL1964  COUNTRY     -  US
 DL1964  USGS QUAD   -  BAIN (2019)
 DL1964
 DL1964                         *CURRENT SURVEY CONTROL
 DL1964  ______________________________________________________________________
 DL1964* NAD 83(1986) POSITION- 46 45 39.41   (N) 093 36 23.41   (W)   HD_HELD1
 DL1964* NAVD 88 ORTHO HEIGHT -   381.507 (meters)     1251.66  (feet) ADJUSTED
 DL1964  ______________________________________________________________________
 DL1964  GEOID HEIGHT    -        -28.360 (meters)                     GEOID18
 DL1964  DYNAMIC HEIGHT  -        381.532 (meters)     1251.74  (feet) COMP
 DL1964  MODELED GRAVITY -    980,666.4   (mgal)                       NAVD 88
 DL1964
 DL1964  VERT ORDER      -  SECOND    CLASS I
 DL1964
 DL1964.The horizontal coordinates were determined by differentially corrected
 DL1964.hand held GPS observations or other comparable positioning techniques
 DL1964.and have an estimated accuracy of +/- 3 meters.
 DL1964
 DL1964.The orthometric height was determined by differential leveling and
 DL1964.adjusted by the NATIONAL GEODETIC SURVEY
 DL1964.in April 2021.
 DL1964
 DL1964.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL1964.GEOID18 height accuracy estimate available here.
 DL1964
 DL1964.Click photographs - Photos may exist for this station.
 DL1964
 DL1964.The dynamic height is computed by dividing the NAVD 88
 DL1964.geopotential number by the normal gravity value computed on the
 DL1964.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL1964.degrees latitude (g = 980.6199 gals.).
 DL1964
 DL1964.The modeled gravity was interpolated from observed gravity values.
 DL1964
 DL1964;                    North         East    Units  Estimated Accuracy
 DL1964;SPC MN C     -   295,925.6     849,156.7     MT  (+/- 3 meters HH1 GPS) 
 DL1964
 DL1964_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVM5368578778(NAD 83)
 DL1964
 DL1964                          SUPERSEDED SURVEY CONTROL
 DL1964
 DL1964  NAVD 88 (05/06/09)  381.510  (m)         1251.67   (f) SUPERSEDED  2 1
 DL1964
 DL1964.Superseded values are not recommended for survey control.
 DL1964
 DL1964.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL1964.See file dsdata.pdf to determine how the superseded data were derived.
 DL1964
 DL1964_MARKER: DV = VERTICAL CONTROL DISK
 DL1964_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DL1964_STAMPING: 0116 P 1983
 DL1964_MARK LOGO: MNDT
 DL1964_PROJECTION: FLUSH
 DL1964_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DL1964_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL1964_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DL1964+SATELLITE: SATELLITE OBSERVATIONS - March 29, 2017
 DL1964_ROD/PIPE-DEPTH: 6.1 meters
 DL1964
 DL1964  HISTORY     - Date     Condition        Report By
 DL1964  HISTORY     - 1983     MONUMENTED       MNDT
 DL1964  HISTORY     - 19970709 GOOD             MNDT
 DL1964  HISTORY     - 20170329 GOOD             MNDT
 DL1964
 DL1964                          STATION DESCRIPTION
 DL1964
 DL1964'DESCRIBED BY MN DEPT OF TRANSP 1997 (WAS)
 DL1964'THE MARK IS LOCATED ABOUT 11.1 MI (17.9 KM) NORTH OF HASSMAN, 1.6 MI
 DL1964'(2.6 KM) NNW OF WAUKENABO, 10.6 MI (17.1 KM) NORTH ON TH 169 FROM JCT
 DL1964'OF TH 169 AND TH 210, AT TH 169 MP 271.3, 79.9 FT (24.4 M) WEST OF TH
 DL1964'169, 18 FT (5.5 M) SOUTH OF DRIVEWAY, 6.8 FT (2.1 M) NW OF UNDERGROUND
 DL1964'CABLE MARKER, 1.1 FT (0.3 M) NORTH OF WITNESS POST, STATION IS MNDT
 DL1964'ALUMINUM DISK ON 20 FT (6.1 M) LONG DRIVEN ALUMINUM ROD.  STATION SET
 DL1964'IN 1983 BUT NOT LEVELED OR POSITIONED.
 DL1964
 DL1964                          STATION RECOVERY (2017)
 DL1964
 DL1964'RECOVERY NOTE BY MN DEPT OF TRANSP 2017 (MAS)
 DL1964'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DL1966 ***********************************************************************
 DL1966  DESIGNATION -  0116 Q
 DL1966  PID         -  DL1966
 DL1966  STATE/COUNTY-  MN/AITKIN
 DL1966  COUNTRY     -  US
 DL1966  USGS QUAD   -  BAIN (2019)
 DL1966
 DL1966                         *CURRENT SURVEY CONTROL
 DL1966  ______________________________________________________________________
 DL1966* NAD 83(1986) POSITION- 46 46 10.13   (N) 093 36 46.56   (W)   HD_HELD1
 DL1966* NAVD 88 ORTHO HEIGHT -   381.960 (meters)     1253.15  (feet) ADJUSTED
 DL1966  ______________________________________________________________________
 DL1966  GEOID HEIGHT    -        -28.375 (meters)                     GEOID18
 DL1966  DYNAMIC HEIGHT  -        381.984 (meters)     1253.23  (feet) COMP
 DL1966  MODELED GRAVITY -    980,666.3   (mgal)                       NAVD 88
 DL1966
 DL1966  VERT ORDER      -  SECOND    CLASS I
 DL1966
 DL1966.The horizontal coordinates were determined by differentially corrected
 DL1966.hand held GPS observations or other comparable positioning techniques
 DL1966.and have an estimated accuracy of +/- 3 meters.
 DL1966
 DL1966.The orthometric height was determined by differential leveling and
 DL1966.adjusted by the NATIONAL GEODETIC SURVEY
 DL1966.in April 2021.
 DL1966
 DL1966.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL1966.GEOID18 height accuracy estimate available here.
 DL1966
 DL1966.Click photographs - Photos may exist for this station.
 DL1966
 DL1966.The dynamic height is computed by dividing the NAVD 88
 DL1966.geopotential number by the normal gravity value computed on the
 DL1966.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL1966.degrees latitude (g = 980.6199 gals.).
 DL1966
 DL1966.The modeled gravity was interpolated from observed gravity values.
 DL1966
 DL1966;                    North         East    Units  Estimated Accuracy
 DL1966;SPC MN C     -   296,870.2     848,657.8     MT  (+/- 3 meters HH1 GPS) 
 DL1966
 DL1966_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVM5320179730(NAD 83)
 DL1966
 DL1966                          SUPERSEDED SURVEY CONTROL
 DL1966
 DL1966  NAVD 88 (05/06/09)  381.960  (m)         1253.15   (f) SUPERSEDED  2 1
 DL1966
 DL1966.Superseded values are not recommended for survey control.
 DL1966
 DL1966.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL1966.See file dsdata.pdf to determine how the superseded data were derived.
 DL1966
 DL1966_MARKER: DV = VERTICAL CONTROL DISK
 DL1966_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DL1966_STAMPING: 0116 Q 1983
 DL1966_MARK LOGO: MNDT
 DL1966_PROJECTION: FLUSH
 DL1966_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DL1966_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL1966_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DL1966+SATELLITE: SATELLITE OBSERVATIONS - March 29, 2017
 DL1966_ROD/PIPE-DEPTH: 13.7 meters
 DL1966
 DL1966  HISTORY     - Date     Condition        Report By
 DL1966  HISTORY     - 1983     MONUMENTED       MNDT
 DL1966  HISTORY     - 19970709 GOOD             MNDT
 DL1966  HISTORY     - 20170329 GOOD             MNDT
 DL1966
 DL1966                          STATION DESCRIPTION
 DL1966
 DL1966'DESCRIBED BY MN DEPT OF TRANSP 1997 (WAS)
 DL1966'THE MARK IS LOCATED ABOUT 2.2 MI (3.5 KM) NNW OF WAUKENABO, 11.2 MI
 DL1966'(18.0 KM) NORTH ON TH 169 FROM JCT OF TH 169 AND TH 210 (0.5 MI NORTH
 DL1966'OF HASSMAN) , AT TH 169 MP 271.90, 88.2 FT (26.9 M) WEST OF TH 169, 80
 DL1966'FT (24.4 M) NNW OF GRAVEL RD, 33.5 FT (10.2 M) NE OF UNDERGROUND CABLE
 DL1966'MARKER, 3.8 FT (1.2 M) SE OF P-POLE, 1.5 FT (0.5 M) SSE OF WITNESS
 DL1966'POST, 64.05 FT (19.52 M) NW OF STATION BAIN MNDT.  STATION WAS SET IN
 DL1966'1983 BUT NOT LEVELD TO OR POSITIONED.
 DL1966
 DL1966                          STATION RECOVERY (2017)
 DL1966
 DL1966'RECOVERY NOTE BY MN DEPT OF TRANSP 2017 (MAS)
 DL1966'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DF5443 ***********************************************************************
 DF5443  DESIGNATION -  0116 R
 DF5443  PID         -  DF5443
 DF5443  STATE/COUNTY-  MN/AITKIN
 DF5443  COUNTRY     -  US
 DF5443  USGS QUAD   -  BAIN (2019)
 DF5443
 DF5443                         *CURRENT SURVEY CONTROL
 DF5443  ______________________________________________________________________
 DF5443* NAD 83(2011) POSITION- 46 46 59.14970(N) 093 36 47.86093(W)   ADJUSTED
 DF5443* NAD 83(2011) ELLIP HT-   357.368 (meters)        (06/27/12)   ADJUSTED
 DF5443* NAD 83(2011) EPOCH   -  2010.00
 DF5443* NAVD 88 ORTHO HEIGHT -   385.774 (meters)     1265.66  (feet) ADJUSTED
 DF5443  ______________________________________________________________________
 DF5443  GEOID HEIGHT    -        -28.405 (meters)                     GEOID18
 DF5443  NAD 83(2011) X  -   -275,755.467 (meters)                     COMP
 DF5443  NAD 83(2011) Y  - -4,366,838.259 (meters)                     COMP
 DF5443  NAD 83(2011) Z  -  4,625,546.986 (meters)                     COMP
 DF5443  LAPLACE CORR    -         -2.36  (seconds)                    DEFLEC18
 DF5443  DYNAMIC HEIGHT  -        385.799 (meters)     1265.74  (feet) COMP
 DF5443  MODELED GRAVITY -    980,666.1   (mgal)                       NAVD 88
 DF5443
 DF5443  VERT ORDER      -  SECOND    CLASS I
 DF5443
 DF5443  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DF5443  Standards:
 DF5443         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DF5443            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DF5443  -------------------------------------------------------------------
 DF5443  NETWORK    0.50   0.61           0.23   0.17   0.31     -0.02277547
 DF5443  -------------------------------------------------------------------
 DF5443  Click here for local accuracies and other accuracy information.
 DF5443
 DF5443.The horizontal coordinates were established by GPS observations
 DF5443.and adjusted by the National Geodetic Survey in June 2012.
 DF5443
 DF5443.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DF5443.been affixed to the stable North American tectonic plate. See 
 DF5443.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DF5443
 DF5443.The horizontal coordinates are valid at the epoch date displayed above
 DF5443.which is a decimal equivalence of Year/Month/Day.
 DF5443
 DF5443.The orthometric height was determined by differential leveling and
 DF5443.adjusted by the NATIONAL GEODETIC SURVEY
 DF5443.in April 2021.
 DF5443
 DF5443.Significant digits in the geoid height do not necessarily reflect accuracy.
 DF5443.GEOID18 height accuracy estimate available here.
 DF5443
 DF5443.Click photographs - Photos may exist for this station.
 DF5443
 DF5443.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DF5443
 DF5443.The Laplace correction was computed from DEFLEC18 derived deflections.
 DF5443
 DF5443.The ellipsoidal height was determined by GPS observations
 DF5443.and is referenced to NAD 83.
 DF5443
 DF5443.The dynamic height is computed by dividing the NAVD 88
 DF5443.geopotential number by the normal gravity value computed on the
 DF5443.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DF5443.degrees latitude (g = 980.6199 gals.).
 DF5443
 DF5443.The modeled gravity was interpolated from observed gravity values.
 DF5443
 DF5443. The following values were computed from the NAD 83(2011) position.
 DF5443
 DF5443;                    North         East     Units Scale Factor Converg.
 DF5443;SPC MN C     -   298,383.583   848,618.053   MT  0.99995260   +0 27 38.1
 DF5443;SPC MN C     -   978,946.81  2,784,174.40   sFT  0.99995260   +0 27 38.1
 DF5443;UTM  15      - 5,181,243.537   453,185.615   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  =   0.99989659
 DF5443!UTM  15      -   0.99994398  x   0.99962694  =   0.99957095
 DF5443
 DF5443_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVM5318581243(NAD 83)
 DF5443
 DF5443                          SUPERSEDED SURVEY CONTROL
 DF5443
 DF5443  NAD 83(2007)-  46 46 59.14979(N)    093 36 47.86189(W) AD(2002.00) 0
 DF5443  ELLIP H (02/10/07)  357.399  (m)                       GP(2002.00)    
 DF5443  NAD 83(1996)-  46 46 59.14970(N)    093 36 47.86156(W) AD(       ) 1
 DF5443  ELLIP H (05/05/03)  357.416  (m)                       GP(       ) 3 1
 DF5443  NAVD 88 (05/06/09)  385.775  (m)         1265.66   (f) SUPERSEDED  2 1
 DF5443  NAVD 88             385.78   (m)         1265.7    (f) LEVELING    3  
 DF5443
 DF5443.Superseded values are not recommended for survey control.
 DF5443
 DF5443.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF5443.See file dsdata.pdf to determine how the superseded data were derived.
 DF5443
 DF5443_MARKER: DV = VERTICAL CONTROL 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 - January 13, 2020
 DF5443_ROD/PIPE-DEPTH: 6.1 meters
 DF5443
 DF5443  HISTORY     - Date     Condition        Report By
 DF5443  HISTORY     - 19830601 MONUMENTED       MNDT
 DF5443  HISTORY     - 19970709 GOOD             MNDT
 DF5443  HISTORY     - 20090708 GOOD             MNDT
 DF5443  HISTORY     - 20170405 GOOD             MNDT
 DF5443  HISTORY     - 20200113 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.
 DF5443
 DF5443                          STATION RECOVERY (2009)
 DF5443
 DF5443'RECOVERY NOTE BY MN DEPT OF TRANSP 2009 (MAS)
 DF5443'12.8 MI (20.6 KM) SOUTH OF HILL CITY, 14.2 MI (22.8 KM) SOUTH ALONG
 DF5443'TRUNK HIGHWAY 169 FROM THE JUNCTION OF TRUNK HIGHWAY 169 AND TRUNK
 DF5443'HIGHWAY 200 IN HILL CITY, AT TRUNK HIGHWAY 169 MILE POINT 272.85, 71.8
 DF5443'FT (21.9 M) EAST OF TRUNK HIGHWAY 169, 19 FT (5.8 M) NORTH OF A FIELD
 DF5443'ENTRANCE, 85.1 FT (25.9 M) NORTH OF A POWER POLE, 1.2 FT (0.4 M) WEST
 DF5443'OF A WITNESS POST.
 DF5443
 DF5443                          STATION RECOVERY (2017)
 DF5443
 DF5443'RECOVERY NOTE BY MN DEPT OF TRANSP 2017 (MAS)
 DF5443'RECOVERED AS DESCRIBED.
 DF5443
 DF5443                          STATION RECOVERY (2020)
 DF5443
 DF5443'RECOVERY NOTE BY MN DEPT OF TRANSP 2020 (KMS)
 DF5443'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DM5176 ***********************************************************************
 DM5176  DESIGNATION -  0116 S RESET
 DM5176  PID         -  DM5176
 DM5176  STATE/COUNTY-  MN/AITKIN
 DM5176  COUNTRY     -  US
 DM5176  USGS QUAD   -  BAIN (2019)
 DM5176
 DM5176                         *CURRENT SURVEY CONTROL
 DM5176  ______________________________________________________________________
 DM5176* NAD 83(1986) POSITION- 46 48 29.54   (N) 093 36 50.24   (W)   HD_HELD1
 DM5176* NAVD 88 ORTHO HEIGHT -   390.508 (meters)     1281.19  (feet) ADJUSTED
 DM5176  ______________________________________________________________________
 DM5176  GEOID HEIGHT    -        -28.464 (meters)                     GEOID18
 DM5176  DYNAMIC HEIGHT  -        390.533 (meters)     1281.27  (feet) COMP
 DM5176  MODELED GRAVITY -    980,665.3   (mgal)                       NAVD 88
 DM5176
 DM5176  VERT ORDER      -  SECOND    CLASS I
 DM5176
 DM5176.The horizontal coordinates were determined by differentially corrected
 DM5176.hand held GPS observations or other comparable positioning techniques
 DM5176.and have an estimated accuracy of +/- 3 meters.
 DM5176
 DM5176.The orthometric height was determined by differential leveling and
 DM5176.adjusted by the NATIONAL GEODETIC SURVEY
 DM5176.in April 2021.
 DM5176
 DM5176.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM5176.GEOID18 height accuracy estimate available here.
 DM5176
 DM5176.Click photographs - Photos may exist for this station.
 DM5176
 DM5176.The dynamic height is computed by dividing the NAVD 88
 DM5176.geopotential number by the normal gravity value computed on the
 DM5176.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM5176.degrees latitude (g = 980.6199 gals.).
 DM5176
 DM5176.The modeled gravity was interpolated from observed gravity values.
 DM5176
 DM5176;                    North         East    Units  Estimated Accuracy
 DM5176;SPC MN C     -   301,174.2     848,545.2     MT  (+/- 3 meters HH1 GPS) 
 DM5176
 DM5176_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVM5315684034(NAD 83)
 DM5176
 DM5176                          SUPERSEDED SURVEY CONTROL
 DM5176
 DM5176  NAVD 88 (02/08/11)  390.510  (m)         1281.20   (f) SUPERSEDED  2 1
 DM5176
 DM5176.Superseded values are not recommended for survey control.
 DM5176
 DM5176.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DM5176.See file dsdata.pdf to determine how the superseded data were derived.
 DM5176
 DM5176_MARKER: I = METAL ROD
 DM5176_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DM5176_STAMPING: 0116 S RESET 1983 2009
 DM5176_MARK LOGO: MNDT
 DM5176_PROJECTION: RECESSED 5 CENTIMETERS
 DM5176_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DM5176_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DM5176_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DM5176+SATELLITE: SATELLITE OBSERVATIONS - April 04, 2017
 DM5176_ROD/PIPE-DEPTH: 6.1 meters
 DM5176
 DM5176  HISTORY     - Date     Condition        Report By
 DM5176  HISTORY     - 20090615 MONUMENTED       MNDT
 DM5176  HISTORY     - 20170404 GOOD             MNDT
 DM5176
 DM5176                          STATION DESCRIPTION
 DM5176
 DM5176'DESCRIBED BY MN DEPT OF TRANSP 2009
 DM5176'12.35 MI (19.9 KM) SOUTH OF HILL CITY, 12.35 MI (19.9 KM) SOUTH ON
 DM5176'TRUNK HIGHWAY 169 FROM THE JUNCTION OF TRUNK HIGHWAY 169 AND TRUNK
 DM5176'HIGHWAY 200 IN HILL CITY, AT TRUNK HIGHWAY 169 MILE POINT 274.70.
 DM5176'
 DM5176'IT IS 86.7 FT (26.4 M) EAST OF TRUNK HIGHWAY 169, 1.5 FT (0.5 M) WEST
 DM5176'OF A WITNESS POST.
 DM5176
 DM5176                          STATION RECOVERY (2017)
 DM5176
 DM5176'RECOVERY NOTE BY MN DEPT OF TRANSP 2017 (MAS)
 DM5176'RECOVERED AS DESCRIBED.
 DM5176'
 DM5176'NOTE-THE STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM ROD
 DM5176'DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION REMOVABLE DISK
 DM5176'SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH PVC
 DM5176'PIPE BACK FILLED WITH WASHED SAND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DM5177 ***********************************************************************
 DM5177  DESIGNATION -  0116 U RESET
 DM5177  PID         -  DM5177
 DM5177  STATE/COUNTY-  MN/AITKIN
 DM5177  COUNTRY     -  US
 DM5177  USGS QUAD   -  BAIN (2019)
 DM5177
 DM5177                         *CURRENT SURVEY CONTROL
 DM5177  ______________________________________________________________________
 DM5177* NAD 83(1986) POSITION- 46 50 13.56   (N) 093 36 49.38   (W)   HD_HELD1
 DM5177* NAVD 88 ORTHO HEIGHT -   389.391 (meters)     1277.53  (feet) ADJUSTED
 DM5177  ______________________________________________________________________
 DM5177  GEOID HEIGHT    -        -28.538 (meters)                     GEOID18
 DM5177  DYNAMIC HEIGHT  -        389.415 (meters)     1277.61  (feet) COMP
 DM5177  MODELED GRAVITY -    980,663.7   (mgal)                       NAVD 88
 DM5177
 DM5177  VERT ORDER      -  SECOND    CLASS I
 DM5177
 DM5177.The horizontal coordinates were determined by differentially corrected
 DM5177.hand held GPS observations or other comparable positioning techniques
 DM5177.and have an estimated accuracy of +/- 3 meters.
 DM5177
 DM5177.The orthometric height was determined by differential leveling and
 DM5177.adjusted by the NATIONAL GEODETIC SURVEY
 DM5177.in April 2021.
 DM5177
 DM5177.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM5177.GEOID18 height accuracy estimate available here.
 DM5177
 DM5177.Click photographs - Photos may exist for this station.
 DM5177
 DM5177.The dynamic height is computed by dividing the NAVD 88
 DM5177.geopotential number by the normal gravity value computed on the
 DM5177.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM5177.degrees latitude (g = 980.6199 gals.).
 DM5177
 DM5177.The modeled gravity was interpolated from observed gravity values.
 DM5177
 DM5177;                    North         East    Units  Estimated Accuracy
 DM5177;SPC MN C     -   304,386.2     848,537.6     MT  (+/- 3 meters HH1 GPS) 
 DM5177
 DM5177_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVM5320087244(NAD 83)
 DM5177
 DM5177                          SUPERSEDED SURVEY CONTROL
 DM5177
 DM5177  NAVD 88 (02/08/11)  389.393  (m)         1277.53   (f) SUPERSEDED  2 1
 DM5177
 DM5177.Superseded values are not recommended for survey control.
 DM5177
 DM5177.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DM5177.See file dsdata.pdf to determine how the superseded data were derived.
 DM5177
 DM5177_MARKER: I = METAL ROD
 DM5177_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DM5177_STAMPING: 0116 U RESET 1983 2009
 DM5177_MARK LOGO: MNDT
 DM5177_PROJECTION: RECESSED 5 CENTIMETERS
 DM5177_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DM5177_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DM5177_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DM5177+SATELLITE: SATELLITE OBSERVATIONS - March 29, 2017
 DM5177_ROD/PIPE-DEPTH: 6.1 meters
 DM5177
 DM5177  HISTORY     - Date     Condition        Report By
 DM5177  HISTORY     - 20090615 MONUMENTED       MNDT
 DM5177  HISTORY     - 20170329 GOOD             MNDT
 DM5177
 DM5177                          STATION DESCRIPTION
 DM5177
 DM5177'DESCRIBED BY MN DEPT OF TRANSP 2009
 DM5177'10.35 MI (16.7 KM) SOUTH OF HILL CITY, 10.35 MI (16.7 KM) SOUTH ON
 DM5177'TRUNK HIGHWAY 169 FROM THE JUNCTION OF TRUNK HIGHWAY 169 AND TRUNK
 DM5177'HIGHWAY 200 IN HILL CITY, AT TRUNK HIGHWAY 169 MILE POINT 276.55.
 DM5177'
 DM5177'IT IS 69.4 FT (21.2 M) EAST OF TRUNK HIGHWAY 169, 27.0 FT (8.2 M)
 DM5177'SOUTH OF ENTRANCE, 1.3 FT (0.4 M) NORTH OF A WITNESS POST.
 DM5177
 DM5177                          STATION RECOVERY (2017)
 DM5177
 DM5177'RECOVERY NOTE BY MN DEPT OF TRANSP 2017 (MAS)
 DM5177'RECOVERED AS DESCRIBED.
 DM5177'
 DM5177'NOTE-THE STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM ROD
 DM5177'DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION REMOVABLE DISK
 DM5177'SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH PVC
 DM5177'PIPE BACK FILLED WITH WASHED SAND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DM5178 ***********************************************************************
 DM5178  DESIGNATION -  0116 V RESET
 DM5178  PID         -  DM5178
 DM5178  STATE/COUNTY-  MN/AITKIN
 DM5178  COUNTRY     -  US
 DM5178  USGS QUAD   -  BAIN (2019)
 DM5178
 DM5178                         *CURRENT SURVEY CONTROL
 DM5178  ______________________________________________________________________
 DM5178* NAD 83(1986) POSITION- 46 51 22.05   (N) 093 36 48.10   (W)   HD_HELD1
 DM5178* NAVD 88 ORTHO HEIGHT -   389.824 (meters)     1278.95  (feet) ADJUSTED
 DM5178  ______________________________________________________________________
 DM5178  GEOID HEIGHT    -        -28.589 (meters)                     GEOID18
 DM5178  DYNAMIC HEIGHT  -        389.848 (meters)     1279.03  (feet) COMP
 DM5178  MODELED GRAVITY -    980,662.9   (mgal)                       NAVD 88
 DM5178
 DM5178  VERT ORDER      -  SECOND    CLASS I
 DM5178
 DM5178.The horizontal coordinates were determined by differentially corrected
 DM5178.hand held GPS observations or other comparable positioning techniques
 DM5178.and have an estimated accuracy of +/- 3 meters.
 DM5178
 DM5178.The orthometric height was determined by differential leveling and
 DM5178.adjusted by the NATIONAL GEODETIC SURVEY
 DM5178.in April 2021.
 DM5178
 DM5178.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM5178.GEOID18 height accuracy estimate available here.
 DM5178
 DM5178.Click photographs - Photos may exist for this station.
 DM5178
 DM5178.The dynamic height is computed by dividing the NAVD 88
 DM5178.geopotential number by the normal gravity value computed on the
 DM5178.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM5178.degrees latitude (g = 980.6199 gals.).
 DM5178
 DM5178.The modeled gravity was interpolated from observed gravity values.
 DM5178
 DM5178;                    North         East    Units  Estimated Accuracy
 DM5178;SPC MN C     -   306,501.2     848,547.7     MT  (+/- 3 meters HH1 GPS) 
 DM5178
 DM5178_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVM5324389358(NAD 83)
 DM5178
 DM5178                          SUPERSEDED SURVEY CONTROL
 DM5178
 DM5178  NAVD 88 (02/08/11)  389.831  (m)         1278.97   (f) SUPERSEDED  2 1
 DM5178
 DM5178.Superseded values are not recommended for survey control.
 DM5178
 DM5178.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DM5178.See file dsdata.pdf to determine how the superseded data were derived.
 DM5178
 DM5178_MARKER: I = METAL ROD
 DM5178_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DM5178_STAMPING: 0116 V RESET 1983 2009
 DM5178_MARK LOGO: MNDT
 DM5178_PROJECTION: FLUSH
 DM5178_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DM5178_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DM5178_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DM5178+SATELLITE: SATELLITE OBSERVATIONS - March 29, 2017
 DM5178_ROD/PIPE-DEPTH: 15.8 meters
 DM5178
 DM5178  HISTORY     - Date     Condition        Report By
 DM5178  HISTORY     - 20090615 MONUMENTED       MNDT
 DM5178  HISTORY     - 20170329 GOOD             MNDT
 DM5178
 DM5178                          STATION DESCRIPTION
 DM5178
 DM5178'DESCRIBED BY MN DEPT OF TRANSP 2009
 DM5178'9.0 MI (14.5 KM) SOUTH OF HILL CITY, 9.1 MI (14.6 KM) SOUTH ON TRUNK
 DM5178'HIGHWAY 169 FROM THE JUNCTION OF TRUNK HIGHWAY 169 AND TRUNK HIGHWAY
 DM5178'200, AT TRUNK HIGHWAY 169 MILE POINT 277.9.
 DM5178'
 DM5178'IT IS 96.3 FT (29.4 M) EAST OF TRUNK HIGHWAY 169, 15.0 FT (4.6 M)
 DM5178'NORTH OF A FIELD ENTRANCE, 1.4 FT (0.4 M) SOUTH OF A WITNESS POST.
 DM5178
 DM5178                          STATION RECOVERY (2017)
 DM5178
 DM5178'RECOVERY NOTE BY MN DEPT OF TRANSP 2017 (MAS)
 DM5178'RECOVERED AS DESCRIBED.
 DM5178'
 DM5178'NOTE-THE STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM ROD
 DM5178'DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION REMOVABLE DISK
 DM5178'SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH PVC
 DM5178'PIPE BACK FILLED WITH WASHED SAND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DM5180 ***********************************************************************
 DM5180  DESIGNATION -  0116 W RESET
 DM5180  PID         -  DM5180
 DM5180  STATE/COUNTY-  MN/AITKIN
 DM5180  COUNTRY     -  US
 DM5180  USGS QUAD   -  BAIN (2019)
 DM5180
 DM5180                         *CURRENT SURVEY CONTROL
 DM5180  ______________________________________________________________________
 DM5180* NAD 83(1986) POSITION- 46 52 10.00   (N) 093 36 50.00   (W)   HD_HELD1
 DM5180* NAVD 88 ORTHO HEIGHT -   389.819 (meters)     1278.93  (feet) ADJUSTED
 DM5180  ______________________________________________________________________
 DM5180  GEOID HEIGHT    -        -28.625 (meters)                     GEOID18
 DM5180  DYNAMIC HEIGHT  -        389.843 (meters)     1279.01  (feet) COMP
 DM5180  MODELED GRAVITY -    980,662.7   (mgal)                       NAVD 88
 DM5180
 DM5180  VERT ORDER      -  SECOND    CLASS I
 DM5180
 DM5180.The horizontal coordinates were determined by differentially corrected
 DM5180.hand held GPS observations or other comparable positioning techniques
 DM5180.and have an estimated accuracy of +/- 3 meters.
 DM5180
 DM5180.The orthometric height was determined by differential leveling and
 DM5180.adjusted by the NATIONAL GEODETIC SURVEY
 DM5180.in April 2021.
 DM5180
 DM5180.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM5180.GEOID18 height accuracy estimate available here.
 DM5180
 DM5180.Click photographs - Photos may exist for this station.
 DM5180
 DM5180.The dynamic height is computed by dividing the NAVD 88
 DM5180.geopotential number by the normal gravity value computed on the
 DM5180.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM5180.degrees latitude (g = 980.6199 gals.).
 DM5180
 DM5180.The modeled gravity was interpolated from observed gravity values.
 DM5180
 DM5180;                    North         East    Units  Estimated Accuracy
 DM5180;SPC MN C     -   307,981.5     848,495.6     MT  (+/- 3 meters HH1 GPS) 
 DM5180
 DM5180_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVM5321590839(NAD 83)
 DM5180
 DM5180                          SUPERSEDED SURVEY CONTROL
 DM5180
 DM5180  NAVD 88 (02/08/11)  389.827  (m)         1278.96   (f) SUPERSEDED  2 1
 DM5180
 DM5180.Superseded values are not recommended for survey control.
 DM5180
 DM5180.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DM5180.See file dsdata.pdf to determine how the superseded data were derived.
 DM5180
 DM5180_MARKER: DV = VERTICAL CONTROL DISK
 DM5180_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DM5180_STAMPING: 0116 W 1983 2009
 DM5180_MARK LOGO: MNDT
 DM5180_PROJECTION: RECESSED 3 CENTIMETERS
 DM5180_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DM5180_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DM5180_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DM5180+SATELLITE: SATELLITE OBSERVATIONS - March 29, 2017
 DM5180_ROD/PIPE-DEPTH: 15.2 meters
 DM5180_SLEEVE-DEPTH  : 3.0 meters
 DM5180
 DM5180  HISTORY     - Date     Condition        Report By
 DM5180  HISTORY     - 20090615 MONUMENTED       MNDT
 DM5180  HISTORY     - 20170329 GOOD             MNDT
 DM5180
 DM5180                          STATION DESCRIPTION
 DM5180
 DM5180'DESCRIBED BY MN DEPT OF TRANSP 2009
 DM5180'8.15 MI (13.1 KM) SOUTH OF HILL CITY, 8.15 MI (13.1 KM) SOUTH ON TRUNK
 DM5180'HIGHWAY 169 FROM THE JUNCTION OF TRUNK HIGHWAY 169 AND TRUNK HIGHWAY
 DM5180'200 AT HILL CITY, AT TRUNK HIGHWAY 169 MILE POINT 278.8.
 DM5180'
 DM5180'IT IS 88.0 FT (26.8 M) WEST OF TRUNK HIGHWAY 169, 9.0 FT (2.7 M) NORTH
 DM5180'OF CENTER OF A FIELD ENTRANCE, 3.3 FT (1.0 M) SOUTH OF A WITNESS POST.
 DM5180
 DM5180                          STATION RECOVERY (2017)
 DM5180
 DM5180'RECOVERY NOTE BY MN DEPT OF TRANSP 2017 (MAS)
 DM5180'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DM5181 ***********************************************************************
 DM5181  DESIGNATION -  0116 Y RESET
 DM5181  PID         -  DM5181
 DM5181  STATE/COUNTY-  MN/AITKIN
 DM5181  COUNTRY     -  US
 DM5181  USGS QUAD   -  HILL CITY (2019)
 DM5181
 DM5181                         *CURRENT SURVEY CONTROL
 DM5181  ______________________________________________________________________
 DM5181* NAD 83(1986) POSITION- 46 53 05.47   (N) 093 36 49.11   (W)   HD_HELD1
 DM5181* NAVD 88 ORTHO HEIGHT -   389.871 (meters)     1279.10  (feet) ADJUSTED
 DM5181  ______________________________________________________________________
 DM5181  GEOID HEIGHT    -        -28.668 (meters)                     GEOID18
 DM5181  DYNAMIC HEIGHT  -        389.895 (meters)     1279.18  (feet) COMP
 DM5181  MODELED GRAVITY -    980,662.8   (mgal)                       NAVD 88
 DM5181
 DM5181  VERT ORDER      -  SECOND    CLASS I
 DM5181
 DM5181.The horizontal coordinates were determined by differentially corrected
 DM5181.hand held GPS observations or other comparable positioning techniques
 DM5181.and have an estimated accuracy of +/- 3 meters.
 DM5181
 DM5181.The orthometric height was determined by differential leveling and
 DM5181.adjusted by the NATIONAL GEODETIC SURVEY
 DM5181.in April 2021.
 DM5181
 DM5181.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM5181.GEOID18 height accuracy estimate available here.
 DM5181
 DM5181.Click photographs - Photos may exist for this station.
 DM5181
 DM5181.The dynamic height is computed by dividing the NAVD 88
 DM5181.geopotential number by the normal gravity value computed on the
 DM5181.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM5181.degrees latitude (g = 980.6199 gals.).
 DM5181
 DM5181.The modeled gravity was interpolated from observed gravity values.
 DM5181
 DM5181;                    North         East    Units  Estimated Accuracy
 DM5181;SPC MN C     -   309,694.5     848,500.7     MT  (+/- 3 meters HH1 GPS) 
 DM5181
 DM5181_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVM5324792551(NAD 83)
 DM5181
 DM5181                          SUPERSEDED SURVEY CONTROL
 DM5181
 DM5181  NAVD 88 (02/08/11)  389.880  (m)         1279.13   (f) SUPERSEDED  2 1
 DM5181
 DM5181.Superseded values are not recommended for survey control.
 DM5181
 DM5181.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DM5181.See file dsdata.pdf to determine how the superseded data were derived.
 DM5181
 DM5181_MARKER: I = METAL ROD
 DM5181_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DM5181_STAMPING: 0116 Y RESET 1983 2009
 DM5181_MARK LOGO: MNDT
 DM5181_PROJECTION: RECESSED 15 CENTIMETERS
 DM5181_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DM5181_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DM5181_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DM5181+SATELLITE: SATELLITE OBSERVATIONS - March 30, 2017
 DM5181_ROD/PIPE-DEPTH: 12.8 meters
 DM5181
 DM5181  HISTORY     - Date     Condition        Report By
 DM5181  HISTORY     - 20090615 MONUMENTED       MNDT
 DM5181  HISTORY     - 20170330 GOOD             MNDT
 DM5181
 DM5181                          STATION DESCRIPTION
 DM5181
 DM5181'DESCRIBED BY MN DEPT OF TRANSP 2009
 DM5181'7.05 MI (11.3 KM) SOUTH OF HILL CITY, 7.05 MI (11.3 KM) SOUTH ON TRUNK
 DM5181'HIGHWAY 169 FROM THE JUNCTION OF TRUNK HIGHWAY 169 AND TRUNK HIGHWAY
 DM5181'200, AT TRUNK HIGHWAY 169 MILE POINT 279.9.
 DM5181'
 DM5181'IT IS 57.7 FT (17.6 M) EAST OF TRUNK HIGHWAY 169, 50.0 FT (15.2 M)
 DM5181'SOUTH OF GRAVEL ROAD, 86.5 FT (26.4 M) SOUTH OF POWER POLE, 0.9 FT
 DM5181'(0.3 M) WEST-SOUTHWEST OF A WITNESS POST.
 DM5181
 DM5181                          STATION RECOVERY (2017)
 DM5181
 DM5181'RECOVERY NOTE BY MN DEPT OF TRANSP 2017 (MAS)
 DM5181'RECOVERED AS DESCRIBED.
 DM5181'
 DM5181'NOTE-THE STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM ROD
 DM5181'DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION REMOVABLE DISK
 DM5181'SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH PVC
 DM5181'PIPE BACK FILLED WITH WASHED SAND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DF5444 ***********************************************************************
 DF5444  DESIGNATION -  0116 Z
 DF5444  PID         -  DF5444
 DF5444  STATE/COUNTY-  MN/AITKIN
 DF5444  COUNTRY     -  US
 DF5444  USGS QUAD   -  HILL CITY (2019)
 DF5444
 DF5444                         *CURRENT SURVEY CONTROL
 DF5444  ______________________________________________________________________
 DF5444* NAD 83(2011) POSITION- 46 53 58.59887(N) 093 36 50.08627(W)   ADJUSTED
 DF5444* NAD 83(2011) ELLIP HT-   359.127 (meters)        (06/27/12)   ADJUSTED
 DF5444* NAD 83(2011) EPOCH   -  2010.00
 DF5444* NAVD 88 ORTHO HEIGHT -   387.839 (meters)     1272.44  (feet) ADJUSTED
 DF5444  ______________________________________________________________________
 DF5444  GEOID HEIGHT    -        -28.707 (meters)                     GEOID18
 DF5444  NAD 83(2011) X  -   -275,207.062 (meters)                     COMP
 DF5444  NAD 83(2011) Y  - -4,357,406.337 (meters)                     COMP
 DF5444  NAD 83(2011) Z  -  4,634,408.587 (meters)                     COMP
 DF5444  LAPLACE CORR    -         -2.19  (seconds)                    DEFLEC18
 DF5444  DYNAMIC HEIGHT  -        387.863 (meters)     1272.51  (feet) COMP
 DF5444  MODELED GRAVITY -    980,663.0   (mgal)                       NAVD 88
 DF5444
 DF5444  VERT ORDER      -  SECOND    CLASS I
 DF5444
 DF5444  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DF5444  Standards:
 DF5444         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DF5444            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DF5444  -------------------------------------------------------------------
 DF5444  NETWORK    0.52   0.65           0.24   0.18   0.33      0.05198171
 DF5444  -------------------------------------------------------------------
 DF5444  Click here for local accuracies and other accuracy information.
 DF5444
 DF5444.The horizontal coordinates were established by GPS observations
 DF5444.and adjusted by the National Geodetic Survey in June 2012.
 DF5444
 DF5444.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DF5444.been affixed to the stable North American tectonic plate. See 
 DF5444.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DF5444
 DF5444.The horizontal coordinates are valid at the epoch date displayed above
 DF5444.which is a decimal equivalence of Year/Month/Day.
 DF5444
 DF5444.The orthometric height was determined by differential leveling and
 DF5444.adjusted by the NATIONAL GEODETIC SURVEY
 DF5444.in April 2021.
 DF5444
 DF5444.Significant digits in the geoid height do not necessarily reflect accuracy.
 DF5444.GEOID18 height accuracy estimate available here.
 DF5444
 DF5444.Click photographs - Photos may exist for this station.
 DF5444
 DF5444.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DF5444
 DF5444.The Laplace correction was computed from DEFLEC18 derived deflections.
 DF5444
 DF5444.The ellipsoidal height was determined by GPS observations
 DF5444.and is referenced to NAD 83.
 DF5444
 DF5444.The dynamic height is computed by dividing the NAVD 88
 DF5444.geopotential number by the normal gravity value computed on the
 DF5444.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DF5444.degrees latitude (g = 980.6199 gals.).
 DF5444
 DF5444.The modeled gravity was interpolated from observed gravity values.
 DF5444
 DF5444. The following values were computed from the NAD 83(2011) position.
 DF5444
 DF5444;                    North         East     Units Scale Factor Converg.
 DF5444;SPC MN C     -   311,334.845   848,466.837   MT  0.99997060   +0 27 36.5
 DF5444;SPC MN C     - 1,021,437.74  2,783,678.28   sFT  0.99997060   +0 27 36.5
 DF5444;UTM  15      - 5,194,191.238   453,239.631   MT  0.99962687   -0 26 53.7
 DF5444
 DF5444!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF5444!SPC MN C     -   0.99994371  x   0.99997060  =   0.99991431
 DF5444!UTM  15      -   0.99994371  x   0.99962687  =   0.99957060
 DF5444
 DF5444_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVM5323994191(NAD 83)
 DF5444
 DF5444                          SUPERSEDED SURVEY CONTROL
 DF5444
 DF5444  NAD 83(2007)-  46 53 58.59921(N)    093 36 50.08711(W) AD(2002.00) 0
 DF5444  ELLIP H (02/10/07)  359.165  (m)                       GP(2002.00)    
 DF5444  NAD 83(1996)-  46 53 58.59875(N)    093 36 50.08692(W) AD(       ) 1
 DF5444  ELLIP H (05/05/03)  359.187  (m)                       GP(       ) 3 1
 DF5444  NAVD 88 (05/06/09)  387.849  (m)         1272.47   (f) SUPERSEDED  2 1
 DF5444  NAVD 88             387.85   (m)         1272.5    (f) LEVELING    3  
 DF5444
 DF5444.Superseded values are not recommended for survey control.
 DF5444
 DF5444.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF5444.See file dsdata.pdf to determine how the superseded data were derived.
 DF5444
 DF5444_MARKER: DV = VERTICAL CONTROL DISK
 DF5444_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 DF5444_SP_SET: CULVERT
 DF5444_STAMPING: 0116 Z 1983
 DF5444_MARK LOGO: MNDT
 DF5444_MAGNETIC: N = NO MAGNETIC MATERIAL
 DF5444_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DF5444+STABILITY: SURFACE MOTION
 DF5444_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DF5444+SATELLITE: SATELLITE OBSERVATIONS - March 30, 2017
 DF5444
 DF5444  HISTORY     - Date     Condition        Report By
 DF5444  HISTORY     - 1983     MONUMENTED       MNDT
 DF5444  HISTORY     - 19970708 GOOD             MNDT
 DF5444  HISTORY     - 20090708 GOOD             MNDT
 DF5444  HISTORY     - 20170330 GOOD             MNDT
 DF5444
 DF5444                          STATION DESCRIPTION
 DF5444
 DF5444'DESCRIBED BY MN DEPT OF TRANSP 1997 (WAS)
 DF5444'THE MARK IS LOCATED ABOUT 6.05 MI (9.74 KM) SOUTH ON TH 169 FROM JCT
 DF5444'OF TH 169 AND TH 200 AT HILL CITY, AT TH 169 MP 280.9, IN SE COR OF TH
 DF5444'169 BRDG 95114 OVER WILLOW RIVER, 40 FT (12.2 M) EAST OF TH 169, 30 FT
 DF5444'(9.1 M) NORTH OF CO RD 7, 0.6 FT (18.3 CM) NORTH OF SOUTH END OF BRDG.
 DF5444'
 DF5444
 DF5444                          STATION RECOVERY (2009)
 DF5444
 DF5444'RECOVERY NOTE BY MN DEPT OF TRANSP 2009 (MAS)
 DF5444'RECOVERED AS DESCRIBED.
 DF5444
 DF5444                          STATION RECOVERY (2017)
 DF5444
 DF5444'RECOVERY NOTE BY MN DEPT OF TRANSP 2017 (MAS)
 DF5444'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DR5010 ***********************************************************************
 DR5010  DESIGNATION -  0117 A
 DR5010  PID         -  DR5010
 DR5010  STATE/COUNTY-  MN/AITKIN
 DR5010  COUNTRY     -  US
 DR5010  USGS QUAD   -  MOUNTAIN ASH LAKE (2019)
 DR5010
 DR5010                         *CURRENT SURVEY CONTROL
 DR5010  ______________________________________________________________________
 DR5010* NAD 83(1986) POSITION- 47 00 58.58   (N) 093 36 17.37   (W)   HD_HELD1
 DR5010* NAVD 88 ORTHO HEIGHT -   398.550 (meters)     1307.58  (feet) ADJUSTED
 DR5010  ______________________________________________________________________
 DR5010  GEOID HEIGHT    -        -28.972 (meters)                     GEOID18
 DR5010  DYNAMIC HEIGHT  -        398.575 (meters)     1307.66  (feet) COMP
 DR5010  MODELED GRAVITY -    980,664.6   (mgal)                       NAVD 88
 DR5010
 DR5010  VERT ORDER      -  SECOND    CLASS I
 DR5010
 DR5010.The horizontal coordinates were determined by differentially corrected
 DR5010.hand held GPS observations or other comparable positioning techniques
 DR5010.and have an estimated accuracy of +/- 3 meters.
 DR5010
 DR5010.The orthometric height was determined by differential leveling and
 DR5010.adjusted by the NATIONAL GEODETIC SURVEY
 DR5010.in April 2021.
 DR5010
 DR5010.Significant digits in the geoid height do not necessarily reflect accuracy.
 DR5010.GEOID18 height accuracy estimate available here.
 DR5010
 DR5010.Click photographs - Photos may exist for this station.
 DR5010
 DR5010.The dynamic height is computed by dividing the NAVD 88
 DR5010.geopotential number by the normal gravity value computed on the
 DR5010.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DR5010.degrees latitude (g = 980.6199 gals.).
 DR5010
 DR5010.The modeled gravity was interpolated from observed gravity values.
 DR5010
 DR5010;                    North         East    Units  Estimated Accuracy
 DR5010;SPC MN C     -   324,309.0     849,053.6     MT  (+/- 3 meters HH1 GPS) 
 DR5010
 DR5010_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVN5403107149(NAD 83)
 DR5010
 DR5010                          SUPERSEDED SURVEY CONTROL
 DR5010
 DR5010.No superseded survey control is available for this station.
 DR5010
 DR5010_MARKER: F = FLANGE-ENCASED ROD
 DR5010_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DR5010_STAMPING: 0117 A 2017
 DR5010_MARK LOGO: MNDT
 DR5010_PROJECTION: RECESSED 8 CENTIMETERS
 DR5010_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DR5010_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DR5010_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DR5010+SATELLITE: SATELLITE OBSERVATIONS - June 19, 2017
 DR5010_ROD/PIPE-DEPTH: 14.6 meters
 DR5010
 DR5010  HISTORY     - Date     Condition        Report By
 DR5010  HISTORY     - 20170619 MONUMENTED       MNDT
 DR5010
 DR5010                          STATION DESCRIPTION
 DR5010
 DR5010'DESCRIBED BY MN DEPT OF TRANSP 2017
 DR5010'THE MARK IS LOCATED ABOUT 1.7 MI (2.7 KM) NORTH OF HILL CITY.
 DR5010'
 DR5010'TO REACH THE MARK GO 2.2 MI (3.5 KM) NORTH ALONG TRUNK HIGHWAY 169
 DR5010'FROM THE JUNCTION OF TRUNK HIGHWAY 169 AND TRUNK HIGHWAY 200 IN HILL
 DR5010'CITY, AT TRUNK HIGHWAY 169 MILE POINT 289.2.
 DR5010'
 DR5010'THE MARK IS LOCATED 41.1 FT (12.5 M) WEST OF TRUNK HIGHWAY 169, 31.7
 DR5010'FT (9.7 M) SOUTH OF AN ENTRANCE, 1.5 FT (0.5 M) EAST OF A WITNESS
 DR5010'POST.
 DR5010'
 DR5010'NOTE-THE STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM ROD
 DR5010'DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION REMOVABLE DISK
 DR5010'SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH PVC
 DR5010'PIPE BACK FILLED WITH WASHED SAND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DR5009 ***********************************************************************
 DR5009  DESIGNATION -  0117 B
 DR5009  PID         -  DR5009
 DR5009  STATE/COUNTY-  MN/AITKIN
 DR5009  COUNTRY     -  US
 DR5009  USGS QUAD   -  MOUNTAIN ASH LAKE (2019)
 DR5009
 DR5009                         *CURRENT SURVEY CONTROL
 DR5009  ______________________________________________________________________
 DR5009* NAD 83(1986) POSITION- 47 00 21.1    (N) 093 36 08.9    (W)   HD_HELD2
 DR5009* NAVD 88 ORTHO HEIGHT -   394.307 (meters)     1293.66  (feet) ADJUSTED
 DR5009  ______________________________________________________________________
 DR5009  GEOID HEIGHT    -        -28.953 (meters)                     GEOID18
 DR5009  DYNAMIC HEIGHT  -        394.331 (meters)     1293.73  (feet) COMP
 DR5009  MODELED GRAVITY -    980,663.8   (mgal)                       NAVD 88
 DR5009
 DR5009  VERT ORDER      -  SECOND    CLASS I
 DR5009
 DR5009.The horizontal coordinates were established by autonomous hand held GPS
 DR5009.observations and have an estimated accuracy of +/- 10 meters.
 DR5009
 DR5009.The orthometric height was determined by differential leveling and
 DR5009.adjusted by the NATIONAL GEODETIC SURVEY
 DR5009.in April 2021.
 DR5009
 DR5009.Significant digits in the geoid height do not necessarily reflect accuracy.
 DR5009.GEOID18 height accuracy estimate available here.
 DR5009
 DR5009.Click photographs - Photos may exist for this station.
 DR5009
 DR5009.The dynamic height is computed by dividing the NAVD 88
 DR5009.geopotential number by the normal gravity value computed on the
 DR5009.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DR5009.degrees latitude (g = 980.6199 gals.).
 DR5009
 DR5009.The modeled gravity was interpolated from observed gravity values.
 DR5009
 DR5009;                    North         East    Units  Estimated Accuracy
 DR5009;SPC MN C     -   323,153.      849,242.      MT  (+/- 10 meters HH2 GPS)
 DR5009
 DR5009_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVN5420105991(NAD 83)
 DR5009
 DR5009                          SUPERSEDED SURVEY CONTROL
 DR5009
 DR5009.No superseded survey control is available for this station.
 DR5009
 DR5009_MARKER: F = FLANGE-ENCASED ROD
 DR5009_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DR5009_STAMPING: 0117 B 2017
 DR5009_MARK LOGO: MNDT
 DR5009_PROJECTION: RECESSED 8 CENTIMETERS
 DR5009_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DR5009_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DR5009_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DR5009+SATELLITE: SATELLITE OBSERVATIONS - June 19, 2017
 DR5009_ROD/PIPE-DEPTH: 7.9 meters
 DR5009
 DR5009  HISTORY     - Date     Condition        Report By
 DR5009  HISTORY     - 20170619 MONUMENTED       MNDT
 DR5009
 DR5009                          STATION DESCRIPTION
 DR5009
 DR5009'DESCRIBED BY MN DEPT OF TRANSP 2017
 DR5009'THE MARK IS LOCATED ABOUT 0.8 MI (1.3 KM) NORTH OF HILL CITY.
 DR5009'
 DR5009'TO REACH THE MARK GO 1.45 MI (2.33 KM) NORTH ALONG TRUNK HIGHWAY 169
 DR5009'FROM THE JUNCTION OF TRUNK HIGHWAY 169 AND TRUNK HIGHWAY 200 IN HILL
 DR5009'CITY, AT TRUNK HIGHWAY 169 MILE POINT 288.5.
 DR5009'
 DR5009'THE MARK IS LOCATED 61.8 FT (18.8 M) WEST-SOUTHWEST OF TRUNK HIGHWAY
 DR5009'169, 25.1 EAST-NORTHEAST OF A POWER POLE, 10.7 FT (3.3 M)
 DR5009'SOUTH-SOUTHEAST OF A FIELD ENTRANCE, 1.5 FT (0.5 M) EAST-NORTHEAST OF
 DR5009'A WITNESS POST.
 DR5009'
 DR5009'NOTE-THE STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM ROD
 DR5009'DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION REMOVABLE DISK
 DR5009'SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH PVC
 DR5009'PIPE BACK FILLED WITH WASHED SAND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DR5008 ***********************************************************************
 DR5008  DESIGNATION -  0117 C
 DR5008  PID         -  DR5008
 DR5008  STATE/COUNTY-  MN/AITKIN
 DR5008  COUNTRY     -  US
 DR5008  USGS QUAD   -  HILL CITY (2019)
 DR5008
 DR5008                         *CURRENT SURVEY CONTROL
 DR5008  ______________________________________________________________________
 DR5008* NAD 83(1986) POSITION- 46 59 30.95   (N) 093 35 55.60   (W)   HD_HELD1
 DR5008* NAVD 88 ORTHO HEIGHT -   405.205 (meters)     1329.41  (feet) ADJUSTED
 DR5008  ______________________________________________________________________
 DR5008  GEOID HEIGHT    -        -28.927 (meters)                     GEOID18
 DR5008  DYNAMIC HEIGHT  -        405.231 (meters)     1329.50  (feet) COMP
 DR5008  MODELED GRAVITY -    980,666.7   (mgal)                       NAVD 88
 DR5008
 DR5008  VERT ORDER      -  SECOND    CLASS I
 DR5008
 DR5008.The horizontal coordinates were determined by differentially corrected
 DR5008.hand held GPS observations or other comparable positioning techniques
 DR5008.and have an estimated accuracy of +/- 3 meters.
 DR5008
 DR5008.The orthometric height was determined by differential leveling and
 DR5008.adjusted by the NATIONAL GEODETIC SURVEY
 DR5008.in April 2021.
 DR5008
 DR5008.Significant digits in the geoid height do not necessarily reflect accuracy.
 DR5008.GEOID18 height accuracy estimate available here.
 DR5008
 DR5008.Click photographs - Photos may exist for this station.
 DR5008
 DR5008.The dynamic height is computed by dividing the NAVD 88
 DR5008.geopotential number by the normal gravity value computed on the
 DR5008.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DR5008.degrees latitude (g = 980.6199 gals.).
 DR5008
 DR5008.The modeled gravity was interpolated from observed gravity values.
 DR5008
 DR5008;                    North         East    Units  Estimated Accuracy
 DR5008;SPC MN C     -   321,606.8     849,535.7     MT  (+/- 3 meters HH1 GPS) 
 DR5008
 DR5008_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVN5447004441(NAD 83)
 DR5008
 DR5008                          SUPERSEDED SURVEY CONTROL
 DR5008
 DR5008.No superseded survey control is available for this station.
 DR5008
 DR5008_MARKER: F = FLANGE-ENCASED ROD
 DR5008_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DR5008_STAMPING: 0117 C 2017
 DR5008_MARK LOGO: MNDT
 DR5008_PROJECTION: RECESSED 5 CENTIMETERS
 DR5008_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DR5008_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DR5008_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DR5008+SATELLITE: SATELLITE OBSERVATIONS - June 19, 2017
 DR5008_ROD/PIPE-DEPTH: 6.7 meters
 DR5008
 DR5008  HISTORY     - Date     Condition        Report By
 DR5008  HISTORY     - 20170619 MONUMENTED       MNDT
 DR5008
 DR5008                          STATION DESCRIPTION
 DR5008
 DR5008'DESCRIBED BY MN DEPT OF TRANSP 2017
 DR5008'THE STATION IS LOCATED ABOUT 7.7 MI (12.4 KM) EAST-NORTHEAST OF SHOVEL
 DR5008'LAKE, 7.5 MI (12.1 KM) NORTH-NORTHEAST OF SWATARA AND IN THE TOWN OF
 DR5008'HILL CITY, MN.
 DR5008'
 DR5008'TO REACH THE MARK GO 0.45 MI (0.72 KM) NORTH ALONG TRUNK HIGHWAY 169
 DR5008'FROM THE JUNCTION OF TRUNK HIGHWAY 169 AND TRUNK HIGHWAY 200 IN HILL
 DR5008'CITY, AT TRUNK HIGHWAY 169 MILE POINT 287.55.
 DR5008'
 DR5008'THE MARK IS LOCATED 40.9 FT (12.5 M) EAST-SOUTHEAST OF TRUNK HIGHWAY
 DR5008'169, 163.5 FT (49.8 M) SOUTH-SOUTHWEST OF LAKE AVENUE NORTHWEST, 93.1
 DR5008'FT (28.4 M) WEST-NORTHWEST OF GILL STREET SOUTH, 1.5 FT (0.5 M)
 DR5008'WEST-NORTHWEST OF A WITNESS POST.
 DR5008'
 DR5008'NOTE-THE STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM ROD
 DR5008'DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION REMOVABLE DISK
 DR5008'SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH PVC
 DR5008'PIPE BACK FILLED WITH WASHED SAND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DQ8486 ***********************************************************************
 DQ8486  DESIGNATION -  0118 A
 DQ8486  PID         -  DQ8486
 DQ8486  STATE/COUNTY-  MN/AITKIN
 DQ8486  COUNTRY     -  US
 DQ8486  USGS QUAD   -  AITKIN (2019)
 DQ8486
 DQ8486                         *CURRENT SURVEY CONTROL
 DQ8486  ______________________________________________________________________
 DQ8486* NAD 83(1986) POSITION- 46 32 00.53   (N) 093 43 23.73   (W)   HD_HELD1
 DQ8486* NAVD 88 ORTHO HEIGHT -   366.642 (meters)     1202.89  (feet) ADJUSTED
 DQ8486  ______________________________________________________________________
 DQ8486  GEOID HEIGHT    -        -27.882 (meters)                     GEOID18
 DQ8486  DYNAMIC HEIGHT  -        366.660 (meters)     1202.95  (feet) COMP
 DQ8486  MODELED GRAVITY -    980,653.1   (mgal)                       NAVD 88
 DQ8486
 DQ8486  VERT ORDER      -  SECOND    CLASS I
 DQ8486
 DQ8486.The horizontal coordinates were determined by differentially corrected
 DQ8486.hand held GPS observations or other comparable positioning techniques
 DQ8486.and have an estimated accuracy of +/- 3 meters.
 DQ8486
 DQ8486.The orthometric height was determined by differential leveling and
 DQ8486.adjusted by the NATIONAL GEODETIC SURVEY
 DQ8486.in April 2021.
 DQ8486
 DQ8486.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ8486.GEOID18 height accuracy estimate available here.
 DQ8486
 DQ8486.Click photographs - Photos may exist for this station.
 DQ8486
 DQ8486.The dynamic height is computed by dividing the NAVD 88
 DQ8486.geopotential number by the normal gravity value computed on the
 DQ8486.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ8486.degrees latitude (g = 980.6199 gals.).
 DQ8486
 DQ8486.The modeled gravity was interpolated from observed gravity values.
 DQ8486
 DQ8486;                    North         East    Units  Estimated Accuracy
 DQ8486;SPC MN C     -   270,575.8     840,406.0     MT  (+/- 3 meters HH1 GPS) 
 DQ8486
 DQ8486_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVM4453753577(NAD 83)
 DQ8486
 DQ8486                          SUPERSEDED SURVEY CONTROL
 DQ8486
 DQ8486.No superseded survey control is available for this station.
 DQ8486
 DQ8486_MARKER: F = FLANGE-ENCASED ROD
 DQ8486_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DQ8486_STAMPING: 0118 A 2017
 DQ8486_MARK LOGO: MNDT
 DQ8486_PROJECTION: RECESSED 5 CENTIMETERS
 DQ8486_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DQ8486_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ8486_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ8486+SATELLITE: SATELLITE OBSERVATIONS - April 17, 2017
 DQ8486_ROD/PIPE-DEPTH: 17.7 meters
 DQ8486
 DQ8486  HISTORY     - Date     Condition        Report By
 DQ8486  HISTORY     - 20170417 MONUMENTED       MNDT
 DQ8486
 DQ8486                          STATION DESCRIPTION
 DQ8486
 DQ8486'DESCRIBED BY MN DEPT OF TRANSP 2017
 DQ8486'THE MARK IS LOCATED ABOUT IN AITKIN.
 DQ8486'
 DQ8486'TO REACH THE MARK GO 0.8 MI (1.3 KM) WEST ALONG TRUNK HIGHWAY 210 FROM
 DQ8486'THE JUNCTION OF TRUNK HIGHWAY 210 AND TRUNK HIGHWAY 169 IN AITKIN, AT
 DQ8486'TRUNK HIGHWAY 210 MILE POINT 151.6.
 DQ8486'
 DQ8486'THE MARK IS LOCATED 44.9 FT (13.7 M) NORTH OF TRUNK HIGHWAY 210, 32.6
 DQ8486'FT (9.9 M) WEST OF AN ENTRANCE, 35.4 FT (10.8 M) SOUTH OF A LIGHT
 DQ8486'POLE, 1.5 FT (0.5 M) SOUTH OF A WITNESS POST.
 DQ8486'
 DQ8486'NOTE-THE STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM ROD
 DQ8486'DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION REMOVABLE DISK
 DQ8486'SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH PVC
 DQ8486'PIPE BACK FILLED WITH WASHED SAND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DQ8487 ***********************************************************************
 DQ8487  DESIGNATION -  0119 A
 DQ8487  PID         -  DQ8487
 DQ8487  STATE/COUNTY-  MN/AITKIN
 DQ8487  COUNTRY     -  US
 DQ8487  USGS QUAD   -  AITKIN (2019)
 DQ8487
 DQ8487                         *CURRENT SURVEY CONTROL
 DQ8487  ______________________________________________________________________
 DQ8487* NAD 83(1986) POSITION- 46 31 59.78   (N) 093 42 07.95   (W)   HD_HELD1
 DQ8487* NAVD 88 ORTHO HEIGHT -   366.971 (meters)     1203.97  (feet) ADJUSTED
 DQ8487  ______________________________________________________________________
 DQ8487  GEOID HEIGHT    -        -27.886 (meters)                     GEOID18
 DQ8487  DYNAMIC HEIGHT  -        366.990 (meters)     1204.03  (feet) COMP
 DQ8487  MODELED GRAVITY -    980,653.2   (mgal)                       NAVD 88
 DQ8487
 DQ8487  VERT ORDER      -  SECOND    CLASS I
 DQ8487
 DQ8487.The horizontal coordinates were determined by differentially corrected
 DQ8487.hand held GPS observations or other comparable positioning techniques
 DQ8487.and have an estimated accuracy of +/- 3 meters.
 DQ8487
 DQ8487.The orthometric height was determined by differential leveling and
 DQ8487.adjusted by the NATIONAL GEODETIC SURVEY
 DQ8487.in April 2021.
 DQ8487
 DQ8487.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ8487.GEOID18 height accuracy estimate available here.
 DQ8487
 DQ8487.Click photographs - Photos may exist for this station.
 DQ8487
 DQ8487.The dynamic height is computed by dividing the NAVD 88
 DQ8487.geopotential number by the normal gravity value computed on the
 DQ8487.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ8487.degrees latitude (g = 980.6199 gals.).
 DQ8487
 DQ8487.The modeled gravity was interpolated from observed gravity values.
 DQ8487
 DQ8487;                    North         East    Units  Estimated Accuracy
 DQ8487;SPC MN C     -   270,563.6     842,020.9     MT  (+/- 3 meters HH1 GPS) 
 DQ8487
 DQ8487_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVM4615153539(NAD 83)
 DQ8487
 DQ8487                          SUPERSEDED SURVEY CONTROL
 DQ8487
 DQ8487.No superseded survey control is available for this station.
 DQ8487
 DQ8487_MARKER: F = FLANGE-ENCASED ROD
 DQ8487_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DQ8487_STAMPING: 0119 A 2017
 DQ8487_MARK LOGO: MNDT
 DQ8487_PROJECTION: RECESSED 5 CENTIMETERS
 DQ8487_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DQ8487_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ8487_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ8487+SATELLITE: SATELLITE OBSERVATIONS - April 18, 2017
 DQ8487_ROD/PIPE-DEPTH: 10.1 meters
 DQ8487
 DQ8487  HISTORY     - Date     Condition        Report By
 DQ8487  HISTORY     - 20170418 MONUMENTED       MNDT
 DQ8487
 DQ8487                          STATION DESCRIPTION
 DQ8487
 DQ8487'DESCRIBED BY MN DEPT OF TRANSP 2017
 DQ8487'THE STATION IS LOCATED ABOUT 10.6 MI (17.1 KM) EAST OF CUYUNA, 6.4 MI
 DQ8487'(10.3 KM) SOUTHWEST OF HASSMAN AND IN THE TOWN OF AITKIN, MN.
 DQ8487'
 DQ8487'TO REACH THE MARK GO 0.2 MI (0.3 KM) EAST ALONG TRUNK HIGHWAY
 DQ8487'210/TRUNK HIGHWAY 169 FROM THE JUNCTION OF TRUNK HIGHWAY 210 AND TRUNK
 DQ8487'HIGHWAY 169 IN AITKIN, AT TRUNK HIGHWAY 210 MILE POINT 152.65.
 DQ8487'
 DQ8487'THE MARK IS LOCATED 36.0 FT (11.0 M) SOUTH OF TRUNK HIGHWAY 210/TRUNK
 DQ8487'HIGHWAY 169, 25.9 FT (7.9 M) EAST-SOUTHEAST OF THE SOUTHEAST CORNER OF
 DQ8487'A BRIDGE OVER THE RIPPLE RIVER, 1.5 FT (0.5 M) NORTH OF A WITNESS
 DQ8487'POST.
 DQ8487'
 DQ8487'NOTE-THE STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM ROD
 DQ8487'DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION REMOVABLE DISK
 DQ8487'SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH PVC
 DQ8487'PIPE BACK FILLED WITH WASHED SAND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DQ8493 ***********************************************************************
 DQ8493  DESIGNATION -  0119 D
 DQ8493  PID         -  DQ8493
 DQ8493  STATE/COUNTY-  MN/AITKIN
 DQ8493  COUNTRY     -  US
 DQ8493  USGS QUAD   -  AITKIN (2019)
 DQ8493
 DQ8493                         *CURRENT SURVEY CONTROL
 DQ8493  ______________________________________________________________________
 DQ8493* NAD 83(1986) POSITION- 46 34 25.21   (N) 093 37 32.75   (W)   HD_HELD1
 DQ8493* NAVD 88 ORTHO HEIGHT -   367.935 (meters)     1207.13  (feet) ADJUSTED
 DQ8493  ______________________________________________________________________
 DQ8493  GEOID HEIGHT    -        -27.974 (meters)                     GEOID18
 DQ8493  DYNAMIC HEIGHT  -        367.955 (meters)     1207.20  (feet) COMP
 DQ8493  MODELED GRAVITY -    980,656.9   (mgal)                       NAVD 88
 DQ8493
 DQ8493  VERT ORDER      -  SECOND    CLASS I
 DQ8493
 DQ8493.The horizontal coordinates were determined by differentially corrected
 DQ8493.hand held GPS observations or other comparable positioning techniques
 DQ8493.and have an estimated accuracy of +/- 3 meters.
 DQ8493
 DQ8493.The orthometric height was determined by differential leveling and
 DQ8493.adjusted by the NATIONAL GEODETIC SURVEY
 DQ8493.in April 2021.
 DQ8493
 DQ8493.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ8493.GEOID18 height accuracy estimate available here.
 DQ8493
 DQ8493.Click photographs - Photos may exist for this station.
 DQ8493
 DQ8493.The dynamic height is computed by dividing the NAVD 88
 DQ8493.geopotential number by the normal gravity value computed on the
 DQ8493.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ8493.degrees latitude (g = 980.6199 gals.).
 DQ8493
 DQ8493.The modeled gravity was interpolated from observed gravity values.
 DQ8493
 DQ8493;                    North         East    Units  Estimated Accuracy
 DQ8493;SPC MN C     -   275,097.2     847,849.4     MT  (+/- 3 meters HH1 GPS) 
 DQ8493
 DQ8493_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVM5204857979(NAD 83)
 DQ8493
 DQ8493                          SUPERSEDED SURVEY CONTROL
 DQ8493
 DQ8493.No superseded survey control is available for this station.
 DQ8493
 DQ8493_MARKER: F = FLANGE-ENCASED ROD
 DQ8493_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DQ8493_STAMPING: 0119 D 2017
 DQ8493_MARK LOGO: MNDT
 DQ8493_PROJECTION: RECESSED 5 CENTIMETERS
 DQ8493_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DQ8493_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ8493_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ8493+SATELLITE: SATELLITE OBSERVATIONS - April 19, 2017
 DQ8493_ROD/PIPE-DEPTH: 10.1 meters
 DQ8493
 DQ8493  HISTORY     - Date     Condition        Report By
 DQ8493  HISTORY     - 20170419 MONUMENTED       MNDT
 DQ8493
 DQ8493                          STATION DESCRIPTION
 DQ8493
 DQ8493'DESCRIBED BY MN DEPT OF TRANSP 2017
 DQ8493'THE MARK IS LOCATED ABOUT 4.8 MI (7.7 KM) NORTHEAST OF AITKIN.
 DQ8493'
 DQ8493'TO REACH THE MARK GO 5.35 MI (8.61 KM) EAST AND NORTH ALONG TRUNK
 DQ8493'HIGHWAY 210/TRUNK HIGHWAY 169 FROM THE JUNCTION OF TRUNK HIGHWAY 210
 DQ8493'AND TRUNK HIGHWAY 169 IN AITKIN, AT TRUNK HIGHWAY 210 MILE POINT
 DQ8493'157.8.
 DQ8493'
 DQ8493'THE MARK IS LOCATED 48.3 FT (14.7 M) NORTHWEST OF TRUNK HIGHWAY
 DQ8493'210/TRUNK HIGHWAY 169, 16.7 FT (5.1 M) SOUTHWEST OF A FIELD ENTRANCE,
 DQ8493'1.5 FT (0.5 M) SOUTHWEST OF A WITNESS POST.
 DQ8493'
 DQ8493'NOTE-THE STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM ROD
 DQ8493'DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION REMOVABLE DISK
 DQ8493'SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH PVC
 DQ8493'PIPE BACK FILLED WITH WASHED SAND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DQ8495 ***********************************************************************
 DQ8495  DESIGNATION -  0119 E
 DQ8495  PID         -  DQ8495
 DQ8495  STATE/COUNTY-  MN/AITKIN
 DQ8495  COUNTRY     -  US
 DQ8495  USGS QUAD   -  HASSMAN (2019)
 DQ8495
 DQ8495                         *CURRENT SURVEY CONTROL
 DQ8495  ______________________________________________________________________
 DQ8495* NAD 83(1986) POSITION- 46 35 53.83   (N) 093 36 45.79   (W)   HD_HELD1
 DQ8495* NAVD 88 ORTHO HEIGHT -   367.753 (meters)     1206.54  (feet) ADJUSTED
 DQ8495  ______________________________________________________________________
 DQ8495  GEOID HEIGHT    -        -28.021 (meters)                     GEOID18
 DQ8495  DYNAMIC HEIGHT  -        367.774 (meters)     1206.61  (feet) COMP
 DQ8495  MODELED GRAVITY -    980,660.0   (mgal)                       NAVD 88
 DQ8495
 DQ8495  VERT ORDER      -  SECOND    CLASS I
 DQ8495
 DQ8495.The horizontal coordinates were determined by differentially corrected
 DQ8495.hand held GPS observations or other comparable positioning techniques
 DQ8495.and have an estimated accuracy of +/- 3 meters.
 DQ8495
 DQ8495.The orthometric height was determined by differential leveling and
 DQ8495.adjusted by the NATIONAL GEODETIC SURVEY
 DQ8495.in April 2021.
 DQ8495
 DQ8495.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ8495.GEOID18 height accuracy estimate available here.
 DQ8495
 DQ8495.Click photographs - Photos may exist for this station.
 DQ8495
 DQ8495.The dynamic height is computed by dividing the NAVD 88
 DQ8495.geopotential number by the normal gravity value computed on the
 DQ8495.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ8495.degrees latitude (g = 980.6199 gals.).
 DQ8495
 DQ8495.The modeled gravity was interpolated from observed gravity values.
 DQ8495
 DQ8495;                    North         East    Units  Estimated Accuracy
 DQ8495;SPC MN C     -   277,841.3     848,827.3     MT  (+/- 3 meters HH1 GPS) 
 DQ8495
 DQ8495_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVM5306960706(NAD 83)
 DQ8495
 DQ8495                          SUPERSEDED SURVEY CONTROL
 DQ8495
 DQ8495.No superseded survey control is available for this station.
 DQ8495
 DQ8495_MARKER: F = FLANGE-ENCASED ROD
 DQ8495_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DQ8495_STAMPING: 0119 E 2017
 DQ8495_MARK LOGO: MNDT
 DQ8495_PROJECTION: RECESSED 5 CENTIMETERS
 DQ8495_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DQ8495_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ8495_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ8495+SATELLITE: SATELLITE OBSERVATIONS - April 19, 2017
 DQ8495_ROD/PIPE-DEPTH: 14.3 meters
 DQ8495
 DQ8495  HISTORY     - Date     Condition        Report By
 DQ8495  HISTORY     - 20170419 MONUMENTED       MNDT
 DQ8495
 DQ8495                          STATION DESCRIPTION
 DQ8495
 DQ8495'DESCRIBED BY MN DEPT OF TRANSP 2017
 DQ8495'THE MARK IS LOCATED ABOUT 6.3 MI (10.1 KM) NORTHEAST OF AITKIN.
 DQ8495'
 DQ8495'TO REACH THE MARK GO 7.2 MI (11.6 KM) EAST AND NORTH ALONG TRUNK
 DQ8495'HIGHWAY 210/TRUNK HIGHWAY 169 FROM THE JUNCTION OF TRUNK HIGHWAY 210
 DQ8495'AND TRUNK HIGHWAY 169 IN AITKIN, AT TRUNK HIGHWAY 210 MILE POINT
 DQ8495'159.65.
 DQ8495'
 DQ8495'THE MARK IS LOCATED 33.3 FT (10.1 M) EAST OF TRUNK HIGHWAY 210/TRUNK
 DQ8495'HIGHWAY 169, 89.1 FT (27.2 M) NORTH OF A DRIVEWAY NUMBER 40216, 15.8
 DQ8495'FT (4.8 M) SOUTH-SOUTHEAST OF A END OF THE GUARDRAIL, 1.5 FT (0.5 M)
 DQ8495'WEST OF A WITNESS POST.
 DQ8495'
 DQ8495'NOTE-THE STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM ROD
 DQ8495'DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION REMOVABLE DISK
 DQ8495'SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH PVC
 DQ8495'PIPE BACK FILLED WITH WASHED SAND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DQ9639 ***********************************************************************
 DQ9639  DESIGNATION -  0120 A
 DQ9639  PID         -  DQ9639
 DQ9639  STATE/COUNTY-  MN/AITKIN
 DQ9639  COUNTRY     -  US
 DQ9639  USGS QUAD   -  HASSMAN (2019)
 DQ9639
 DQ9639                         *CURRENT SURVEY CONTROL
 DQ9639  ______________________________________________________________________
 DQ9639* NAD 83(1986) POSITION- 46 36 33.88   (N) 093 35 39.57   (W)   HD_HELD1
 DQ9639* NAVD 88 ORTHO HEIGHT -   368.269 (meters)     1208.23  (feet) ADJUSTED
 DQ9639  ______________________________________________________________________
 DQ9639  GEOID HEIGHT    -        -28.046 (meters)                     GEOID18
 DQ9639  DYNAMIC HEIGHT  -        368.291 (meters)     1208.30  (feet) COMP
 DQ9639  MODELED GRAVITY -    980,661.8   (mgal)                       NAVD 88
 DQ9639
 DQ9639  VERT ORDER      -  SECOND    CLASS I
 DQ9639
 DQ9639.The horizontal coordinates were determined by differentially corrected
 DQ9639.hand held GPS observations or other comparable positioning techniques
 DQ9639.and have an estimated accuracy of +/- 3 meters.
 DQ9639
 DQ9639.The orthometric height was determined by differential leveling and
 DQ9639.adjusted by the NATIONAL GEODETIC SURVEY
 DQ9639.in April 2021.
 DQ9639
 DQ9639.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ9639.GEOID18 height accuracy estimate available here.
 DQ9639
 DQ9639.Click photographs - Photos may exist for this station.
 DQ9639
 DQ9639.The dynamic height is computed by dividing the NAVD 88
 DQ9639.geopotential number by the normal gravity value computed on the
 DQ9639.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ9639.degrees latitude (g = 980.6199 gals.).
 DQ9639
 DQ9639.The modeled gravity was interpolated from observed gravity values.
 DQ9639
 DQ9639;                    North         East    Units  Estimated Accuracy
 DQ9639;SPC MN C     -   279,089.4     850,226.3     MT  (+/- 3 meters HH1 GPS) 
 DQ9639
 DQ9639_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVM5448761932(NAD 83)
 DQ9639
 DQ9639                          SUPERSEDED SURVEY CONTROL
 DQ9639
 DQ9639.No superseded survey control is available for this station.
 DQ9639
 DQ9639_MARKER: F = FLANGE-ENCASED ROD
 DQ9639_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DQ9639_STAMPING: 0120 A 2017
 DQ9639_MARK LOGO: MNDT
 DQ9639_PROJECTION: RECESSED 8 CENTIMETERS
 DQ9639_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DQ9639_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ9639_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ9639+SATELLITE: SATELLITE OBSERVATIONS - August 16, 2017
 DQ9639_ROD/PIPE-DEPTH: 11.9 meters
 DQ9639
 DQ9639  HISTORY     - Date     Condition        Report By
 DQ9639  HISTORY     - 20170816 MONUMENTED       MNDT
 DQ9639
 DQ9639                          STATION DESCRIPTION
 DQ9639
 DQ9639'DESCRIBED BY MN DEPT OF TRANSP 2017
 DQ9639'THE MARK IS LOCATED ABOUT 13.5 MI (21.7 KM) WEST OF MCGREGOR.
 DQ9639'
 DQ9639'TO REACH THE MARK GO 0.85 MI (1.37 KM) EAST ALONG TRUNK HIGHWAY 210
 DQ9639'FROM THE JUNCTION OF TRUNK HIGHWAY 210 AND TRUNK HIGHWAY 169 (THE
 DQ9639'JUNCTION IS 15.0 MI (24.1 KM) WEST OF MCGREGOR), AT TRUNK HIGHWAY 210
 DQ9639'MILE POINT 161.25.
 DQ9639'
 DQ9639'THE MARK IS LOCATED 26.0 FT (7.9 M) NORTH OF TRUNK HIGHWAY 210, 1.5 FT
 DQ9639'(0.5 M) SOUTH OF A WITNESS POST.
 DQ9639'
 DQ9639'NOTE-THE STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM ROD
 DQ9639'DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION REMOVABLE DISK
 DQ9639'SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH PVC
 DQ9639'PIPE BACK FILLED WITH WASHED SAND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DQ9640 ***********************************************************************
 DQ9640  DESIGNATION -  0120 B
 DQ9640  PID         -  DQ9640
 DQ9640  STATE/COUNTY-  MN/AITKIN
 DQ9640  COUNTRY     -  US
 DQ9640  USGS QUAD   -  HASSMAN (2019)
 DQ9640
 DQ9640                         *CURRENT SURVEY CONTROL
 DQ9640  ______________________________________________________________________
 DQ9640* NAD 83(1986) POSITION- 46 36 32.88   (N) 093 34 22.80   (W)   HD_HELD1
 DQ9640* NAVD 88 ORTHO HEIGHT -   369.032 (meters)     1210.73  (feet) ADJUSTED
 DQ9640  ______________________________________________________________________
 DQ9640  GEOID HEIGHT    -        -28.049 (meters)                     GEOID18
 DQ9640  DYNAMIC HEIGHT  -        369.054 (meters)     1210.80  (feet) COMP
 DQ9640  MODELED GRAVITY -    980,662.8   (mgal)                       NAVD 88
 DQ9640
 DQ9640  VERT ORDER      -  SECOND    CLASS I
 DQ9640
 DQ9640.The horizontal coordinates were determined by differentially corrected
 DQ9640.hand held GPS observations or other comparable positioning techniques
 DQ9640.and have an estimated accuracy of +/- 3 meters.
 DQ9640
 DQ9640.The orthometric height was determined by differential leveling and
 DQ9640.adjusted by the NATIONAL GEODETIC SURVEY
 DQ9640.in April 2021.
 DQ9640
 DQ9640.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ9640.GEOID18 height accuracy estimate available here.
 DQ9640
 DQ9640.Click photographs - Photos may exist for this station.
 DQ9640
 DQ9640.The dynamic height is computed by dividing the NAVD 88
 DQ9640.geopotential number by the normal gravity value computed on the
 DQ9640.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ9640.degrees latitude (g = 980.6199 gals.).
 DQ9640
 DQ9640.The modeled gravity was interpolated from observed gravity values.
 DQ9640
 DQ9640;                    North         East    Units  Estimated Accuracy
 DQ9640;SPC MN C     -   279,072.3     851,860.1     MT  (+/- 3 meters HH1 GPS) 
 DQ9640
 DQ9640_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVM5612061889(NAD 83)
 DQ9640
 DQ9640                          SUPERSEDED SURVEY CONTROL
 DQ9640
 DQ9640.No superseded survey control is available for this station.
 DQ9640
 DQ9640_MARKER: F = FLANGE-ENCASED ROD
 DQ9640_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DQ9640_STAMPING: 0120 B 2017
 DQ9640_MARK LOGO: MNDT
 DQ9640_PROJECTION: RECESSED 8 CENTIMETERS
 DQ9640_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DQ9640_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ9640_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ9640+SATELLITE: SATELLITE OBSERVATIONS - August 16, 2017
 DQ9640_ROD/PIPE-DEPTH: 10.1 meters
 DQ9640
 DQ9640  HISTORY     - Date     Condition        Report By
 DQ9640  HISTORY     - 20170816 MONUMENTED       MNDT
 DQ9640
 DQ9640                          STATION DESCRIPTION
 DQ9640
 DQ9640'DESCRIBED BY MN DEPT OF TRANSP 2017
 DQ9640'THE MARK IS LOCATED ABOUT 12.5 MI (20.1 KM) WEST OF MCGREGOR.
 DQ9640'
 DQ9640'TO REACH THE MARK GO 1.85 MI (2.98 KM) EAST ALONG TRUNK HIGHWAY 210
 DQ9640'FROM THE JUNCTION OF TRUNK HIGHWAY 210 AND TRUNK HIGHWAY 169 (THE
 DQ9640'JUNCTION IS 15 MI (24.1 KM) WEST OF MCGREGOR), AT TRUNK HIGHWAY 210
 DQ9640'MILE POINT 162.25.
 DQ9640'
 DQ9640'THE MARK IS LOCATED 26.8 FT (8.2 M) SOUTH OF TRUNK HIGHWAY 210, 1.5 FT
 DQ9640'(0.5 M) NORTH OF A WITNESS POST.
 DQ9640'
 DQ9640'NOTE-THE STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM ROD
 DQ9640'DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION REMOVABLE DISK
 DQ9640'SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH PVC
 DQ9640'PIPE BACK FILLED WITH WASHED SAND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DQ9641 ***********************************************************************
 DQ9641  DESIGNATION -  0120 C
 DQ9641  PID         -  DQ9641
 DQ9641  STATE/COUNTY-  MN/AITKIN
 DQ9641  COUNTRY     -  US
 DQ9641  USGS QUAD   -  HASSMAN (2019)
 DQ9641
 DQ9641                         *CURRENT SURVEY CONTROL
 DQ9641  ______________________________________________________________________
 DQ9641* NAD 83(1986) POSITION- 46 36 32.88   (N) 093 33 08.55   (W)   HD_HELD1
 DQ9641* NAVD 88 ORTHO HEIGHT -   377.557 (meters)     1238.70  (feet) ADJUSTED
 DQ9641  ______________________________________________________________________
 DQ9641  GEOID HEIGHT    -        -28.053 (meters)                     GEOID18
 DQ9641  DYNAMIC HEIGHT  -        377.580 (meters)     1238.78  (feet) COMP
 DQ9641  MODELED GRAVITY -    980,663.4   (mgal)                       NAVD 88
 DQ9641
 DQ9641  VERT ORDER      -  SECOND    CLASS I
 DQ9641
 DQ9641.The horizontal coordinates were determined by differentially corrected
 DQ9641.hand held GPS observations or other comparable positioning techniques
 DQ9641.and have an estimated accuracy of +/- 3 meters.
 DQ9641
 DQ9641.The orthometric height was determined by differential leveling and
 DQ9641.adjusted by the NATIONAL GEODETIC SURVEY
 DQ9641.in April 2021.
 DQ9641
 DQ9641.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ9641.GEOID18 height accuracy estimate available here.
 DQ9641
 DQ9641.Click photographs - Photos may exist for this station.
 DQ9641
 DQ9641.The dynamic height is computed by dividing the NAVD 88
 DQ9641.geopotential number by the normal gravity value computed on the
 DQ9641.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ9641.degrees latitude (g = 980.6199 gals.).
 DQ9641
 DQ9641.The modeled gravity was interpolated from observed gravity values.
 DQ9641
 DQ9641;                    North         East    Units  Estimated Accuracy
 DQ9641;SPC MN C     -   279,086.0     853,440.0     MT  (+/- 3 meters HH1 GPS) 
 DQ9641
 DQ9641_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVM5770061878(NAD 83)
 DQ9641
 DQ9641                          SUPERSEDED SURVEY CONTROL
 DQ9641
 DQ9641.No superseded survey control is available for this station.
 DQ9641
 DQ9641_MARKER: F = FLANGE-ENCASED ROD
 DQ9641_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DQ9641_STAMPING: 0120 C 2017
 DQ9641_MARK LOGO: MNDT
 DQ9641_PROJECTION: RECESSED 8 CENTIMETERS
 DQ9641_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DQ9641_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ9641_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ9641+SATELLITE: SATELLITE OBSERVATIONS - August 16, 2017
 DQ9641_ROD/PIPE-DEPTH: 10.7 meters
 DQ9641
 DQ9641  HISTORY     - Date     Condition        Report By
 DQ9641  HISTORY     - 20170816 MONUMENTED       MNDT
 DQ9641
 DQ9641                          STATION DESCRIPTION
 DQ9641
 DQ9641'DESCRIBED BY MN DEPT OF TRANSP 2017
 DQ9641'THE MARK IS LOCATED ABOUT 11.5 MI (18.5 KM) WEST OF MCGREGOR.
 DQ9641'
 DQ9641'TO REACH THE MARK GO 2.85 MI (4.59 KM) EAST ALONG TRUNK HIGHWAY 210
 DQ9641'FROM THE JUNCTION OF TRUNK HIGHWAY 210 AND TRUNK HIGHWAY 169 (THE
 DQ9641'JUNCTION IS 15.0 MI (24.1 KM) WEST OF MCGREGOR), AT TRUNK HIGHWAY 210
 DQ9641'MILE POINT 163.25.
 DQ9641'
 DQ9641'THE MARK IS LOCATED 26.8 FT (8.2 M) SOUTH OF TRUNK HIGHWAY 210, 39.8
 DQ9641'FT (12.1 M) EAST OF AN ENTRANCE, 1.5 FT (0.5 M) NORTH OF A WITNESS
 DQ9641'POST.
 DQ9641'
 DQ9641'NOTE-THE STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM ROD
 DQ9641'DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION REMOVABLE DISK
 DQ9641'SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH PVC
 DQ9641'PIPE BACK FILLED WITH WASHED SAND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DQ9644 ***********************************************************************
 DQ9644  DESIGNATION -  0120 D
 DQ9644  PID         -  DQ9644
 DQ9644  STATE/COUNTY-  MN/AITKIN
 DQ9644  COUNTRY     -  US
 DQ9644  USGS QUAD   -  KIMBERLY (2019)
 DQ9644
 DQ9644                         *CURRENT SURVEY CONTROL
 DQ9644  ______________________________________________________________________
 DQ9644* NAD 83(1986) POSITION- 46 36 32.57   (N) 093 29 29.34   (W)   HD_HELD1
 DQ9644* NAVD 88 ORTHO HEIGHT -   376.919 (meters)     1236.61  (feet) ADJUSTED
 DQ9644  ______________________________________________________________________
 DQ9644  GEOID HEIGHT    -        -28.055 (meters)                     GEOID18
 DQ9644  DYNAMIC HEIGHT  -        376.940 (meters)     1236.68  (feet) COMP
 DQ9644  MODELED GRAVITY -    980,659.8   (mgal)                       NAVD 88
 DQ9644
 DQ9644  VERT ORDER      -  SECOND    CLASS I
 DQ9644
 DQ9644.The horizontal coordinates were determined by differentially corrected
 DQ9644.hand held GPS observations or other comparable positioning techniques
 DQ9644.and have an estimated accuracy of +/- 3 meters.
 DQ9644
 DQ9644.The orthometric height was determined by differential leveling and
 DQ9644.adjusted by the NATIONAL GEODETIC SURVEY
 DQ9644.in April 2021.
 DQ9644
 DQ9644.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ9644.GEOID18 height accuracy estimate available here.
 DQ9644
 DQ9644.Click photographs - Photos may exist for this station.
 DQ9644
 DQ9644.The dynamic height is computed by dividing the NAVD 88
 DQ9644.geopotential number by the normal gravity value computed on the
 DQ9644.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ9644.degrees latitude (g = 980.6199 gals.).
 DQ9644
 DQ9644.The modeled gravity was interpolated from observed gravity values.
 DQ9644
 DQ9644;                    North         East    Units  Estimated Accuracy
 DQ9644;SPC MN C     -   279,119.3     858,104.4     MT  (+/- 3 meters HH1 GPS) 
 DQ9644
 DQ9644_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVM6236361837(NAD 83)
 DQ9644
 DQ9644                          SUPERSEDED SURVEY CONTROL
 DQ9644
 DQ9644.No superseded survey control is available for this station.
 DQ9644
 DQ9644_MARKER: F = FLANGE-ENCASED ROD
 DQ9644_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DQ9644_STAMPING: 0120 D 2017
 DQ9644_MARK LOGO: MNDT
 DQ9644_PROJECTION: RECESSED 5 CENTIMETERS
 DQ9644_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DQ9644_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ9644_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ9644+SATELLITE: SATELLITE OBSERVATIONS - August 16, 2017
 DQ9644_ROD/PIPE-DEPTH: 5.2 meters
 DQ9644
 DQ9644  HISTORY     - Date     Condition        Report By
 DQ9644  HISTORY     - 20170816 MONUMENTED       MNDT
 DQ9644
 DQ9644                          STATION DESCRIPTION
 DQ9644
 DQ9644'DESCRIBED BY MN DEPT OF TRANSP 2017
 DQ9644'THE MARK IS LOCATED ABOUT 8.9 MI (14.3 KM) WEST OF MCGREGOR.
 DQ9644'
 DQ9644'TO REACH THE MARK GO 8.35 MI (13.44 KM) WEST ALONG TRUNK HIGHWAY 210
 DQ9644'FROM THE JUNCTION OF TRUNK HIGHWAY 210 AND TRUNK HIGHWAY 65 IN
 DQ9644'MCGREGOR, AT TRUNK HIGHWAY 210 MILE POINT 166.2.
 DQ9644'
 DQ9644'THE MARK IS LOCATED 23.9 FT (7.3 M) NORTH OF TRUNK HIGHWAY 210, 1.5 FT
 DQ9644'(0.5 M) SOUTH OF A WITNESS POST.
 DQ9644'
 DQ9644'NOTE-THE STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM ROD
 DQ9644'DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION REMOVABLE DISK
 DQ9644'SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH PVC
 DQ9644'PIPE BACK FILLED WITH WASHED SAND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DQ9646 ***********************************************************************
 DQ9646  DESIGNATION -  0120 E
 DQ9646  PID         -  DQ9646
 DQ9646  STATE/COUNTY-  MN/AITKIN
 DQ9646  COUNTRY     -  US
 DQ9646  USGS QUAD   -  KIMBERLY (2019)
 DQ9646
 DQ9646                         *CURRENT SURVEY CONTROL
 DQ9646  ______________________________________________________________________
 DQ9646* NAD 83(1986) POSITION- 46 36 32.09   (N) 093 28 16.47   (W)   HD_HELD1
 DQ9646* NAVD 88 ORTHO HEIGHT -   377.307 (meters)     1237.88  (feet) ADJUSTED
 DQ9646  ______________________________________________________________________
 DQ9646  GEOID HEIGHT    -        -28.056 (meters)                     GEOID18
 DQ9646  DYNAMIC HEIGHT  -        377.329 (meters)     1237.95  (feet) COMP
 DQ9646  MODELED GRAVITY -    980,660.4   (mgal)                       NAVD 88
 DQ9646
 DQ9646  VERT ORDER      -  SECOND    CLASS I
 DQ9646
 DQ9646.The horizontal coordinates were determined by differentially corrected
 DQ9646.hand held GPS observations or other comparable positioning techniques
 DQ9646.and have an estimated accuracy of +/- 3 meters.
 DQ9646
 DQ9646.The orthometric height was determined by differential leveling and
 DQ9646.adjusted by the NATIONAL GEODETIC SURVEY
 DQ9646.in April 2021.
 DQ9646
 DQ9646.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ9646.GEOID18 height accuracy estimate available here.
 DQ9646
 DQ9646.Click photographs - Photos may exist for this station.
 DQ9646
 DQ9646.The dynamic height is computed by dividing the NAVD 88
 DQ9646.geopotential number by the normal gravity value computed on the
 DQ9646.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ9646.degrees latitude (g = 980.6199 gals.).
 DQ9646
 DQ9646.The modeled gravity was interpolated from observed gravity values.
 DQ9646
 DQ9646;                    North         East    Units  Estimated Accuracy
 DQ9646;SPC MN C     -   279,119.5     859,655.1     MT  (+/- 3 meters HH1 GPS) 
 DQ9646
 DQ9646_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVM6391361813(NAD 83)
 DQ9646
 DQ9646                          SUPERSEDED SURVEY CONTROL
 DQ9646
 DQ9646.No superseded survey control is available for this station.
 DQ9646
 DQ9646_MARKER: F = FLANGE-ENCASED ROD
 DQ9646_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DQ9646_STAMPING: 0120 E 2017
 DQ9646_MARK LOGO: MNDT
 DQ9646_PROJECTION: RECESSED 8 CENTIMETERS
 DQ9646_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DQ9646_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ9646_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ9646+SATELLITE: SATELLITE OBSERVATIONS - August 15, 2017
 DQ9646_ROD/PIPE-DEPTH: 5.8 meters
 DQ9646
 DQ9646  HISTORY     - Date     Condition        Report By
 DQ9646  HISTORY     - 20170815 MONUMENTED       MNDT
 DQ9646
 DQ9646                          STATION DESCRIPTION
 DQ9646
 DQ9646'DESCRIBED BY MN DEPT OF TRANSP 2017
 DQ9646'THE MARK IS LOCATED ABOUT 7.7 MI (12.4 KM) WEST OF MCGREGOR.
 DQ9646'
 DQ9646'TO REACH THE MARK GO 7.35 MI (11.83 KM) WEST ALONG TRUNK HIGHWAY 210
 DQ9646'FROM THE JUNCTION OF TRUNK HIGHWAY 210 AND TRUNK HIGHWAY 65 IN
 DQ9646'MCGREGOR, AT TRUNK HIGHWAY 210 MILE POINT 167.15.
 DQ9646'
 DQ9646'THE MARK IS LOCATED 25.5 FT (7.8 M) NORTH OF TRUNK HIGHWAY 210.
 DQ9646'
 DQ9646'NOTE-THE STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM ROD
 DQ9646'DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION REMOVABLE DISK
 DQ9646'SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH PVC
 DQ9646'PIPE BACK FILLED WITH WASHED SAND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DQ9649 ***********************************************************************
 DQ9649  DESIGNATION -  0120 F
 DQ9649  PID         -  DQ9649
 DQ9649  STATE/COUNTY-  MN/AITKIN
 DQ9649  COUNTRY     -  US
 DQ9649  USGS QUAD   -  KIMBERLY (2019)
 DQ9649
 DQ9649                         *CURRENT SURVEY CONTROL
 DQ9649  ______________________________________________________________________
 DQ9649* NAD 83(1986) POSITION- 46 36 31.44   (N) 093 25 04.26   (W)   HD_HELD1
 DQ9649* NAVD 88 ORTHO HEIGHT -   384.934 (meters)     1262.90  (feet) ADJUSTED
 DQ9649  ______________________________________________________________________
 DQ9649  GEOID HEIGHT    -        -28.074 (meters)                     GEOID18
 DQ9649  DYNAMIC HEIGHT  -        384.957 (meters)     1262.98  (feet) COMP
 DQ9649  MODELED GRAVITY -    980,660.7   (mgal)                       NAVD 88
 DQ9649
 DQ9649  VERT ORDER      -  SECOND    CLASS I
 DQ9649
 DQ9649.The horizontal coordinates were determined by differentially corrected
 DQ9649.hand held GPS observations or other comparable positioning techniques
 DQ9649.and have an estimated accuracy of +/- 3 meters.
 DQ9649
 DQ9649.The orthometric height was determined by differential leveling and
 DQ9649.adjusted by the NATIONAL GEODETIC SURVEY
 DQ9649.in April 2021.
 DQ9649
 DQ9649.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ9649.GEOID18 height accuracy estimate available here.
 DQ9649
 DQ9649.Click photographs - Photos may exist for this station.
 DQ9649
 DQ9649.The dynamic height is computed by dividing the NAVD 88
 DQ9649.geopotential number by the normal gravity value computed on the
 DQ9649.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ9649.degrees latitude (g = 980.6199 gals.).
 DQ9649
 DQ9649.The modeled gravity was interpolated from observed gravity values.
 DQ9649
 DQ9649;                    North         East    Units  Estimated Accuracy
 DQ9649;SPC MN C     -   279,141.0     863,745.1     MT  (+/- 3 meters HH1 GPS) 
 DQ9649
 DQ9649_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVM6800161770(NAD 83)
 DQ9649
 DQ9649                          SUPERSEDED SURVEY CONTROL
 DQ9649
 DQ9649.No superseded survey control is available for this station.
 DQ9649
 DQ9649_MARKER: F = FLANGE-ENCASED ROD
 DQ9649_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DQ9649_STAMPING: 0120 F 2017
 DQ9649_MARK LOGO: MNDT
 DQ9649_PROJECTION: RECESSED 5 CENTIMETERS
 DQ9649_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DQ9649_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ9649_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ9649+SATELLITE: SATELLITE OBSERVATIONS - August 15, 2017
 DQ9649_ROD/PIPE-DEPTH: 15.8 meters
 DQ9649
 DQ9649  HISTORY     - Date     Condition        Report By
 DQ9649  HISTORY     - 20170815 MONUMENTED       MNDT
 DQ9649
 DQ9649                          STATION DESCRIPTION
 DQ9649
 DQ9649'DESCRIBED BY MN DEPT OF TRANSP 2017
 DQ9649'THE MARK IS LOCATED ABOUT 5.15 MI (8.29 KM) WEST OF MCGREGOR.
 DQ9649'
 DQ9649'TO REACH THE MARK GO 4.85 MI (7.80 KM) WEST ALONG TRUNK HIGHWAY 210
 DQ9649'FROM THE JUNCTION OF TRUNK HIGHWAY 210 AND TRUNK HIGHWAY 65 IN
 DQ9649'MCGREGOR, AT TRUNK HIGHWAY 210 MILE POINT 169.70.
 DQ9649'
 DQ9649'THE MARK IS LOCATED 29.3 FT (8.9 M) NORTH OF TRUNK HIGHWAY 210, 1.5 FT
 DQ9649'(0.5 M) SOUTH OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DQ9651 ***********************************************************************
 DQ9651  DESIGNATION -  0120 G
 DQ9651  PID         -  DQ9651
 DQ9651  STATE/COUNTY-  MN/AITKIN
 DQ9651  COUNTRY     -  US
 DQ9651  USGS QUAD   -  KIMBERLY (2019)
 DQ9651
 DQ9651                         *CURRENT SURVEY CONTROL
 DQ9651  ______________________________________________________________________
 DQ9651* NAD 83(1986) POSITION- 46 36 30.01   (N) 093 23 52.71   (W)   HD_HELD1
 DQ9651* NAVD 88 ORTHO HEIGHT -   375.064 (meters)     1230.52  (feet) ADJUSTED
 DQ9651  ______________________________________________________________________
 DQ9651  GEOID HEIGHT    -        -28.084 (meters)                     GEOID18
 DQ9651  DYNAMIC HEIGHT  -        375.085 (meters)     1230.59  (feet) COMP
 DQ9651  MODELED GRAVITY -    980,659.2   (mgal)                       NAVD 88
 DQ9651
 DQ9651  VERT ORDER      -  SECOND    CLASS I
 DQ9651
 DQ9651.The horizontal coordinates were determined by differentially corrected
 DQ9651.hand held GPS observations or other comparable positioning techniques
 DQ9651.and have an estimated accuracy of +/- 3 meters.
 DQ9651
 DQ9651.The orthometric height was determined by differential leveling and
 DQ9651.adjusted by the NATIONAL GEODETIC SURVEY
 DQ9651.in April 2021.
 DQ9651
 DQ9651.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ9651.GEOID18 height accuracy estimate available here.
 DQ9651
 DQ9651.Click photographs - Photos may exist for this station.
 DQ9651
 DQ9651.The dynamic height is computed by dividing the NAVD 88
 DQ9651.geopotential number by the normal gravity value computed on the
 DQ9651.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ9651.degrees latitude (g = 980.6199 gals.).
 DQ9651
 DQ9651.The modeled gravity was interpolated from observed gravity values.
 DQ9651
 DQ9651;                    North         East    Units  Estimated Accuracy
 DQ9651;SPC MN C     -   279,113.1     865,268.0     MT  (+/- 3 meters HH1 GPS) 
 DQ9651
 DQ9651_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVM6952361718(NAD 83)
 DQ9651
 DQ9651                          SUPERSEDED SURVEY CONTROL
 DQ9651
 DQ9651.No superseded survey control is available for this station.
 DQ9651
 DQ9651_MARKER: I = METAL ROD
 DQ9651_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DQ9651_STAMPING: 0120 G 2017
 DQ9651_MARK LOGO: MNDT
 DQ9651_PROJECTION: RECESSED 8 CENTIMETERS
 DQ9651_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DQ9651_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ9651_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ9651+SATELLITE: SATELLITE OBSERVATIONS - January 07, 2020
 DQ9651_ROD/PIPE-DEPTH: 13.1 meters
 DQ9651
 DQ9651  HISTORY     - Date     Condition        Report By
 DQ9651  HISTORY     - 20170822 MONUMENTED       MNDT
 DQ9651  HISTORY     - 20200107 GOOD             MNDT
 DQ9651
 DQ9651                          STATION DESCRIPTION
 DQ9651
 DQ9651'DESCRIBED BY MN DEPT OF TRANSP 2017
 DQ9651'THE MARK IS LOCATED ABOUT 4.1 MI (6.6 KM) WEST OF MCGREGOR.
 DQ9651'
 DQ9651'TO REACH THE MARK GO 3.85 MI (6.19 KM) WEST ALONG TRUNK HIGHWAY 210
 DQ9651'FROM THE JUNCTION OF TRUNK HIGHWAY 210 AND TRUNK HIGHWAY 65 IN
 DQ9651'MCGREGOR, AT TRUNK HIGHWAY 210 MILE POINT 170.65.
 DQ9651'
 DQ9651'THE MARK IS LOCATED 26.2 FT (8.0 M) SOUTH OF TRUNK HIGHWAY 210, 52.2
 DQ9651'FT (15.9 M) WEST-NORTHWEST OF A POWER POLE, 1.5 FT (0.5 M) NORTH OF A
 DQ9651'WITNESS POST.
 DQ9651'
 DQ9651'NOTE-THE STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM ROD
 DQ9651'DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION REMOVABLE DISK
 DQ9651'SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH PVC
 DQ9651'PIPE BACK FILLED WITH WASHED SAND.
 DQ9651
 DQ9651                          STATION RECOVERY (2020)
 DQ9651
 DQ9651'RECOVERY NOTE BY MN DEPT OF TRANSP 2020 (KMS)
 DQ9651'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DQ9656 ***********************************************************************
 DQ9656  DESIGNATION -  0120 H
 DQ9656  PID         -  DQ9656
 DQ9656  STATE/COUNTY-  MN/AITKIN
 DQ9656  COUNTRY     -  US
 DQ9656  USGS QUAD   -  MCGREGOR (2019)
 DQ9656
 DQ9656                         *CURRENT SURVEY CONTROL
 DQ9656  ______________________________________________________________________
 DQ9656* NAD 83(1986) POSITION- 46 36 32.19   (N) 093 20 16.86   (W)   HD_HELD1
 DQ9656* NAVD 88 ORTHO HEIGHT -   375.109 (meters)     1230.67  (feet) ADJUSTED
 DQ9656  ______________________________________________________________________
 DQ9656  GEOID HEIGHT    -        -28.118 (meters)                     GEOID18
 DQ9656  DYNAMIC HEIGHT  -        375.128 (meters)     1230.73  (feet) COMP
 DQ9656  MODELED GRAVITY -    980,655.6   (mgal)                       NAVD 88
 DQ9656
 DQ9656  VERT ORDER      -  SECOND    CLASS I
 DQ9656
 DQ9656.The horizontal coordinates were determined by differentially corrected
 DQ9656.hand held GPS observations or other comparable positioning techniques
 DQ9656.and have an estimated accuracy of +/- 3 meters.
 DQ9656
 DQ9656.The orthometric height was determined by differential leveling and
 DQ9656.adjusted by the NATIONAL GEODETIC SURVEY
 DQ9656.in April 2021.
 DQ9656
 DQ9656.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ9656.GEOID18 height accuracy estimate available here.
 DQ9656
 DQ9656.Click photographs - Photos may exist for this station.
 DQ9656
 DQ9656.The dynamic height is computed by dividing the NAVD 88
 DQ9656.geopotential number by the normal gravity value computed on the
 DQ9656.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ9656.degrees latitude (g = 980.6199 gals.).
 DQ9656
 DQ9656.The modeled gravity was interpolated from observed gravity values.
 DQ9656
 DQ9656;                    North         East    Units  Estimated Accuracy
 DQ9656;SPC MN C     -   279,231.5     869,860.1     MT  (+/- 3 meters HH1 GPS) 
 DQ9656
 DQ9656_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVM7411561764(NAD 83)
 DQ9656
 DQ9656                          SUPERSEDED SURVEY CONTROL
 DQ9656
 DQ9656.No superseded survey control is available for this station.
 DQ9656
 DQ9656_MARKER: F = FLANGE-ENCASED ROD
 DQ9656_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DQ9656_STAMPING: 0120 H 2017
 DQ9656_MARK LOGO: MNDT
 DQ9656_PROJECTION: RECESSED 8 CENTIMETERS
 DQ9656_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DQ9656_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ9656_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ9656+SATELLITE: SATELLITE OBSERVATIONS - July 03, 2023
 DQ9656_ROD/PIPE-DEPTH: 17.7 meters
 DQ9656
 DQ9656  HISTORY     - Date     Condition        Report By
 DQ9656  HISTORY     - 20170815 MONUMENTED       MNDT
 DQ9656  HISTORY     - 20230703 GOOD             MNDT
 DQ9656
 DQ9656                          STATION DESCRIPTION
 DQ9656
 DQ9656'DESCRIBED BY MN DEPT OF TRANSP 2017
 DQ9656'THE MARK IS LOCATED ABOUT 1.4 MI (2.3 KM) WEST OF MCGREGOR.
 DQ9656'
 DQ9656'TO REACH THE MARK GO 1.0 MI (1.6 KM) WEST ALONG TRUNK HIGHWAY 210 FROM
 DQ9656'THE JUNCTION OF TRUNK HIGHWAY 210 AND TRUNK HIGHWAY 65 IN MCGREGOR, AT
 DQ9656'TRUNK HIGHWAY 210 MILE POINT 173.5.
 DQ9656'
 DQ9656'THE MARK IS LOCATED 97.2 FT (29.6 M) NORTH OF TRUNK HIGHWAY 210, 31.1
 DQ9656'FT (9.5 M) EAST OF COUNTY ROAD 62 (230TH AVENUE), 1.5 FT (0.5 M) WEST
 DQ9656'OF A WITNESS POST.
 DQ9656'
 DQ9656'NOTE-THE STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM ROD
 DQ9656'DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION REMOVABLE DISK
 DQ9656'SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH PVC
 DQ9656'PIPE BACK FILLED WITH WASHED SAND.
 DQ9656
 DQ9656                          STATION RECOVERY (2023)
 DQ9656
 DQ9656'RECOVERY NOTE BY MN DEPT OF TRANSP 2023 (KMS)
 DQ9656'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DQ9659 ***********************************************************************
 DQ9659  DESIGNATION -  0121 A
 DQ9659  PID         -  DQ9659
 DQ9659  STATE/COUNTY-  MN/AITKIN
 DQ9659  COUNTRY     -  US
 DQ9659  USGS QUAD   -  MCGREGOR (2019)
 DQ9659
 DQ9659                         *CURRENT SURVEY CONTROL
 DQ9659  ______________________________________________________________________
 DQ9659* NAD 83(1986) POSITION- 46 36 53.32   (N) 093 16 33.35   (W)   HD_HELD1
 DQ9659* NAVD 88 ORTHO HEIGHT -   373.129 (meters)     1224.17  (feet) ADJUSTED
 DQ9659  ______________________________________________________________________
 DQ9659  GEOID HEIGHT    -        -28.146 (meters)                     GEOID18
 DQ9659  DYNAMIC HEIGHT  -        373.150 (meters)     1224.24  (feet) COMP
 DQ9659  MODELED GRAVITY -    980,660.2   (mgal)                       NAVD 88
 DQ9659
 DQ9659  VERT ORDER      -  SECOND    CLASS I
 DQ9659
 DQ9659.The horizontal coordinates were determined by differentially corrected
 DQ9659.hand held GPS observations or other comparable positioning techniques
 DQ9659.and have an estimated accuracy of +/- 3 meters.
 DQ9659
 DQ9659.The orthometric height was determined by differential leveling and
 DQ9659.adjusted by the NATIONAL GEODETIC SURVEY
 DQ9659.in April 2021.
 DQ9659
 DQ9659.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ9659.GEOID18 height accuracy estimate available here.
 DQ9659
 DQ9659.Click photographs - Photos may exist for this station.
 DQ9659
 DQ9659.The dynamic height is computed by dividing the NAVD 88
 DQ9659.geopotential number by the normal gravity value computed on the
 DQ9659.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ9659.degrees latitude (g = 980.6199 gals.).
 DQ9659
 DQ9659.The modeled gravity was interpolated from observed gravity values.
 DQ9659
 DQ9659;                    North         East    Units  Estimated Accuracy
 DQ9659;SPC MN C     -   279,940.5     874,607.7     MT  (+/- 3 meters HH1 GPS) 
 DQ9659
 DQ9659_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVM7887162397(NAD 83)
 DQ9659
 DQ9659                          SUPERSEDED SURVEY CONTROL
 DQ9659
 DQ9659.No superseded survey control is available for this station.
 DQ9659
 DQ9659_MARKER: F = FLANGE-ENCASED ROD
 DQ9659_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DQ9659_STAMPING: 0121 A 2017
 DQ9659_MARK LOGO: MNDT
 DQ9659_PROJECTION: RECESSED 8 CENTIMETERS
 DQ9659_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DQ9659_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ9659_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ9659+SATELLITE: SATELLITE OBSERVATIONS - August 15, 2017
 DQ9659_ROD/PIPE-DEPTH: 18.0 meters
 DQ9659
 DQ9659  HISTORY     - Date     Condition        Report By
 DQ9659  HISTORY     - 20170815 MONUMENTED       MNDT
 DQ9659
 DQ9659                          STATION DESCRIPTION
 DQ9659
 DQ9659'DESCRIBED BY MN DEPT OF TRANSP 2017
 DQ9659'THE MARK IS LOCATED ABOUT 1.6 MI (2.6 KM) EAST OF MCGREGOR.
 DQ9659'
 DQ9659'TO REACH THE MARK GO 0.95 MI (1.53 KM) EAST ALONG TRUNK HIGHWAY 210
 DQ9659'FROM THE JUNCTION OF TRUNK HIGHWAY 210 AND TRUNK HIGHWAY 65 (THE
 DQ9659'JUNCTION IS 1.0 MI (1.6 KM) EAST OF MCGREGOR), AT TRUNK HIGHWAY 210
 DQ9659'MILE POINT 176.7.
 DQ9659'
 DQ9659'THE MARK IS LOCATED 53.1 FT (16.2 M) NORTH-NORTHWEST OF TRUNK HIGHWAY
 DQ9659'210, 2.3 FT (0.7 M) EAST OF A RIGHT-OF-WAY POST, 2.3 FT (0.7 M) EAST
 DQ9659'OF A WITNESS POST.
 DQ9659'
 DQ9659'NOTE-THE STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM ROD
 DQ9659'DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION REMOVABLE DISK
 DQ9659'SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH PVC
 DQ9659'PIPE BACK FILLED WITH WASHED SAND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DQ9662 ***********************************************************************
 DQ9662  DESIGNATION -  0121 B
 DQ9662  PID         -  DQ9662
 DQ9662  STATE/COUNTY-  MN/AITKIN
 DQ9662  COUNTRY     -  US
 DQ9662  USGS QUAD   -  TAMARACK (2019)
 DQ9662
 DQ9662                         *CURRENT SURVEY CONTROL
 DQ9662  ______________________________________________________________________
 DQ9662* NAD 83(1986) POSITION- 46 37 32.74   (N) 093 13 52.90   (W)   HD_HELD1
 DQ9662* NAVD 88 ORTHO HEIGHT -   375.148 (meters)     1230.80  (feet) ADJUSTED
 DQ9662  ______________________________________________________________________
 DQ9662  GEOID HEIGHT    -        -28.163 (meters)                     GEOID18
 DQ9662  DYNAMIC HEIGHT  -        375.171 (meters)     1230.87  (feet) COMP
 DQ9662  MODELED GRAVITY -    980,662.2   (mgal)                       NAVD 88
 DQ9662
 DQ9662  VERT ORDER      -  SECOND    CLASS I
 DQ9662
 DQ9662.The horizontal coordinates were determined by differentially corrected
 DQ9662.hand held GPS observations or other comparable positioning techniques
 DQ9662.and have an estimated accuracy of +/- 3 meters.
 DQ9662
 DQ9662.The orthometric height was determined by differential leveling and
 DQ9662.adjusted by the NATIONAL GEODETIC SURVEY
 DQ9662.in April 2021.
 DQ9662
 DQ9662.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ9662.GEOID18 height accuracy estimate available here.
 DQ9662
 DQ9662.Click photographs - Photos may exist for this station.
 DQ9662
 DQ9662.The dynamic height is computed by dividing the NAVD 88
 DQ9662.geopotential number by the normal gravity value computed on the
 DQ9662.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ9662.degrees latitude (g = 980.6199 gals.).
 DQ9662
 DQ9662.The modeled gravity was interpolated from observed gravity values.
 DQ9662
 DQ9662;                    North         East    Units  Estimated Accuracy
 DQ9662;SPC MN C     -   281,200.5     878,005.7     MT  (+/- 3 meters HH1 GPS) 
 DQ9662
 DQ9662_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVM8228863603(NAD 83)
 DQ9662
 DQ9662                          SUPERSEDED SURVEY CONTROL
 DQ9662
 DQ9662.No superseded survey control is available for this station.
 DQ9662
 DQ9662_MARKER: F = FLANGE-ENCASED ROD
 DQ9662_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DQ9662_STAMPING: 0121 B 2017
 DQ9662_MARK LOGO: MNDT
 DQ9662_PROJECTION: RECESSED 5 CENTIMETERS
 DQ9662_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DQ9662_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ9662_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ9662+SATELLITE: SATELLITE OBSERVATIONS - August 15, 2017
 DQ9662_ROD/PIPE-DEPTH: 11.6 meters
 DQ9662
 DQ9662  HISTORY     - Date     Condition        Report By
 DQ9662  HISTORY     - 20170815 MONUMENTED       MNDT
 DQ9662
 DQ9662                          STATION DESCRIPTION
 DQ9662
 DQ9662'DESCRIBED BY MN DEPT OF TRANSP 2017
 DQ9662'THE MARK IS LOCATED ABOUT 4.9 MI (7.9 KM) WEST-SOUTHWEST OF TAMARACK.
 DQ9662'
 DQ9662'TO REACH THE MARK GO 5.1 MI (8.2 KM) WEST-SOUTHWEST ALONG TRUNK
 DQ9662'HIGHWAY 210 FROM THE JUNCTION OF TRUNK HIGHWAY 210 AND COUNTY ROAD
 DQ9662'6/COUNTY ROAD 16 (MAIN STREET SOUTH) IN TAMARACK, AT TRUNK HIGHWAY 210
 DQ9662'MILE POINT 179.0.
 DQ9662'
 DQ9662'THE MARK IS LOCATED 25.3 FT (7.7 M) NORTH-NORTHWEST OF TRUNK HIGHWAY
 DQ9662'210, 1.5 FT (0.5 M) SOUTH-SOUTHEAST OF A WITNESS POST.
 DQ9662'
 DQ9662'NOTE-THE STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM ROD
 DQ9662'DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION REMOVABLE DISK
 DQ9662'SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH PVC
 DQ9662'PIPE BACK FILLED WITH WASHED SAND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DQ9663 ***********************************************************************
 DQ9663  DESIGNATION -  0121 C
 DQ9663  PID         -  DQ9663
 DQ9663  STATE/COUNTY-  MN/AITKIN
 DQ9663  COUNTRY     -  US
 DQ9663  USGS QUAD   -  TAMARACK (2019)
 DQ9663
 DQ9663                         *CURRENT SURVEY CONTROL
 DQ9663  ______________________________________________________________________
 DQ9663* NAD 83(1986) POSITION- 46 37 46.05   (N) 093 12 40.36   (W)   HD_HELD1
 DQ9663* NAVD 88 ORTHO HEIGHT -   375.604 (meters)     1232.29  (feet) ADJUSTED
 DQ9663  ______________________________________________________________________
 DQ9663  GEOID HEIGHT    -        -28.169 (meters)                     GEOID18
 DQ9663  DYNAMIC HEIGHT  -        375.626 (meters)     1232.37  (feet) COMP
 DQ9663  MODELED GRAVITY -    980,661.3   (mgal)                       NAVD 88
 DQ9663
 DQ9663  VERT ORDER      -  SECOND    CLASS I
 DQ9663
 DQ9663.The horizontal coordinates were determined by differentially corrected
 DQ9663.hand held GPS observations or other comparable positioning techniques
 DQ9663.and have an estimated accuracy of +/- 3 meters.
 DQ9663
 DQ9663.The orthometric height was determined by differential leveling and
 DQ9663.adjusted by the NATIONAL GEODETIC SURVEY
 DQ9663.in April 2021.
 DQ9663
 DQ9663.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ9663.GEOID18 height accuracy estimate available here.
 DQ9663
 DQ9663.Click photographs - Photos may exist for this station.
 DQ9663
 DQ9663.The dynamic height is computed by dividing the NAVD 88
 DQ9663.geopotential number by the normal gravity value computed on the
 DQ9663.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ9663.degrees latitude (g = 980.6199 gals.).
 DQ9663
 DQ9663.The modeled gravity was interpolated from observed gravity values.
 DQ9663
 DQ9663;                    North         East    Units  Estimated Accuracy
 DQ9663;SPC MN C     -   281,631.5     879,543.2     MT  (+/- 3 meters HH1 GPS) 
 DQ9663
 DQ9663_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVM8383164010(NAD 83)
 DQ9663
 DQ9663                          SUPERSEDED SURVEY CONTROL
 DQ9663
 DQ9663.No superseded survey control is available for this station.
 DQ9663
 DQ9663_MARKER: F = FLANGE-ENCASED ROD
 DQ9663_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DQ9663_STAMPING: 0121 C 2017
 DQ9663_MARK LOGO: MNDT
 DQ9663_PROJECTION: RECESSED 8 CENTIMETERS
 DQ9663_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DQ9663_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ9663_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ9663+SATELLITE: SATELLITE OBSERVATIONS - August 15, 2017
 DQ9663_ROD/PIPE-DEPTH: 11.3 meters
 DQ9663
 DQ9663  HISTORY     - Date     Condition        Report By
 DQ9663  HISTORY     - 20170815 MONUMENTED       MNDT
 DQ9663
 DQ9663                          STATION DESCRIPTION
 DQ9663
 DQ9663'DESCRIBED BY MN DEPT OF TRANSP 2017
 DQ9663'THE MARK IS LOCATED ABOUT 4.1 MI (6.6 KM) WEST-SOUTHWEST OF TAMARACK.
 DQ9663'
 DQ9663'TO REACH THE MARK GO 4.1 MI (6.6 KM) WEST-SOUTHWEST ALONG TRUNK
 DQ9663'HIGHWAY 210 FROM THE JUNCTION OF TRUNK HIGHWAY 210 AND COUNTY ROAD
 DQ9663'6/COUNTY ROAD 16 (MAIN STREET SOUTH) IN TAMARACK, AT TRUNK HIGHWAY 210
 DQ9663'MILE POINT 179.9.
 DQ9663'
 DQ9663'THE MARK IS LOCATED 27.8 FT (8.5 M) NORTH-NORTHWEST OF TRUNK HIGHWAY
 DQ9663'210, 5.0 FT (1.5 M) EAST-NORTHEAST OF 170TH AVENUE EXTENDED, 1.5 FT
 DQ9663'(0.5 M) SOUTH-SOUTHEAST OF A WITNESS POST.
 DQ9663'
 DQ9663'NOTE-THE STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM ROD
 DQ9663'DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION REMOVABLE DISK
 DQ9663'SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH PVC
 DQ9663'PIPE BACK FILLED WITH WASHED SAND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DQ9666 ***********************************************************************
 DQ9666  DESIGNATION -  0121 D
 DQ9666  PID         -  DQ9666
 DQ9666  STATE/COUNTY-  MN/AITKIN
 DQ9666  COUNTRY     -  US
 DQ9666  USGS QUAD   -  TAMARACK (2019)
 DQ9666
 DQ9666                         *CURRENT SURVEY CONTROL
 DQ9666  ______________________________________________________________________
 DQ9666* NAD 83(1986) POSITION- 46 38 25.68   (N) 093 09 33.26   (W)   HD_HELD1
 DQ9666* NAVD 88 ORTHO HEIGHT -   382.858 (meters)     1256.09  (feet) ADJUSTED
 DQ9666  ______________________________________________________________________
 DQ9666  GEOID HEIGHT    -        -28.191 (meters)                     GEOID18
 DQ9666  DYNAMIC HEIGHT  -        382.880 (meters)     1256.17  (feet) COMP
 DQ9666  MODELED GRAVITY -    980,660.7   (mgal)                       NAVD 88
 DQ9666
 DQ9666  VERT ORDER      -  SECOND    CLASS I
 DQ9666
 DQ9666.The horizontal coordinates were determined by differentially corrected
 DQ9666.hand held GPS observations or other comparable positioning techniques
 DQ9666.and have an estimated accuracy of +/- 3 meters.
 DQ9666
 DQ9666.The orthometric height was determined by differential leveling and
 DQ9666.adjusted by the NATIONAL GEODETIC SURVEY
 DQ9666.in April 2021.
 DQ9666
 DQ9666.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ9666.GEOID18 height accuracy estimate available here.
 DQ9666
 DQ9666.Click photographs - Photos may exist for this station.
 DQ9666
 DQ9666.The dynamic height is computed by dividing the NAVD 88
 DQ9666.geopotential number by the normal gravity value computed on the
 DQ9666.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ9666.degrees latitude (g = 980.6199 gals.).
 DQ9666
 DQ9666.The modeled gravity was interpolated from observed gravity values.
 DQ9666
 DQ9666;                    North         East    Units  Estimated Accuracy
 DQ9666;SPC MN C     -   282,908.5     883,505.8     MT  (+/- 3 meters HH1 GPS) 
 DQ9666
 DQ9666_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVM8781265224(NAD 83)
 DQ9666
 DQ9666                          SUPERSEDED SURVEY CONTROL
 DQ9666
 DQ9666.No superseded survey control is available for this station.
 DQ9666
 DQ9666_MARKER: F = FLANGE-ENCASED ROD
 DQ9666_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DQ9666_STAMPING: 0121 D 2017
 DQ9666_MARK LOGO: MNDT
 DQ9666_PROJECTION: RECESSED 8 CENTIMETERS
 DQ9666_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DQ9666_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ9666_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ9666+SATELLITE: SATELLITE OBSERVATIONS - August 22, 2017
 DQ9666_ROD/PIPE-DEPTH: 8.5 meters
 DQ9666
 DQ9666  HISTORY     - Date     Condition        Report By
 DQ9666  HISTORY     - 20170822 MONUMENTED       MNDT
 DQ9666
 DQ9666                          STATION DESCRIPTION
 DQ9666
 DQ9666'DESCRIBED BY MN DEPT OF TRANSP 2017
 DQ9666'THE MARK IS LOCATED ABOUT 1.6 MI (2.6 KM) WEST-SOUTHWEST OF TAMARACK.
 DQ9666'
 DQ9666'TO REACH THE MARK GO 1.5 MI (2.4 KM) WEST-SOUTHWEST ALONG TRUNK
 DQ9666'HIGHWAY 210 FROM THE JUNCTION OF TRUNK HIGHWAY 210 AND COUNTY ROAD
 DQ9666'6/COUNTY ROAD 16 (MAIN STREET SOUTH) IN TAMARACK, AT TRUNK HIGHWAY 210
 DQ9666'MILE POINT 182.5.
 DQ9666'
 DQ9666'THE MARK IS LOCATED 24.3 FT (7.4 M) SOUTH-SOUTHEAST OF TRUNK HIGHWAY
 DQ9666'210, 1.5 FT (0.5 M) NORTH-NORTHEAST OF A WITNESS POST.
 DQ9666'
 DQ9666'NOTE-THE STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM ROD
 DQ9666'DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION REMOVABLE DISK
 DQ9666'SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH PVC
 DQ9666'PIPE BACK FILLED WITH WASHED SAND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DQ9667 ***********************************************************************
 DQ9667  DESIGNATION -  0121 E
 DQ9667  PID         -  DQ9667
 DQ9667  STATE/COUNTY-  MN/AITKIN
 DQ9667  COUNTRY     -  US
 DQ9667  USGS QUAD   -  TAMARACK (2019)
 DQ9667
 DQ9667                         *CURRENT SURVEY CONTROL
 DQ9667  ______________________________________________________________________
 DQ9667* NAD 83(1986) POSITION- 46 38 39.75   (N) 093 08 19.03   (W)   HD_HELD1
 DQ9667* NAVD 88 ORTHO HEIGHT -   386.155 (meters)     1266.91  (feet) ADJUSTED
 DQ9667  ______________________________________________________________________
 DQ9667  GEOID HEIGHT    -        -28.200 (meters)                     GEOID18
 DQ9667  DYNAMIC HEIGHT  -        386.178 (meters)     1266.99  (feet) COMP
 DQ9667  MODELED GRAVITY -    980,661.2   (mgal)                       NAVD 88
 DQ9667
 DQ9667  VERT ORDER      -  SECOND    CLASS I
 DQ9667
 DQ9667.The horizontal coordinates were determined by differentially corrected
 DQ9667.hand held GPS observations or other comparable positioning techniques
 DQ9667.and have an estimated accuracy of +/- 3 meters.
 DQ9667
 DQ9667.The orthometric height was determined by differential leveling and
 DQ9667.adjusted by the NATIONAL GEODETIC SURVEY
 DQ9667.in April 2021.
 DQ9667
 DQ9667.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ9667.GEOID18 height accuracy estimate available here.
 DQ9667
 DQ9667.Click photographs - Photos may exist for this station.
 DQ9667
 DQ9667.The dynamic height is computed by dividing the NAVD 88
 DQ9667.geopotential number by the normal gravity value computed on the
 DQ9667.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ9667.degrees latitude (g = 980.6199 gals.).
 DQ9667
 DQ9667.The modeled gravity was interpolated from observed gravity values.
 DQ9667
 DQ9667;                    North         East    Units  Estimated Accuracy
 DQ9667;SPC MN C     -   283,364.9     885,078.2     MT  (+/- 3 meters HH1 GPS) 
 DQ9667
 DQ9667_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVM8939165655(NAD 83)
 DQ9667
 DQ9667                          SUPERSEDED SURVEY CONTROL
 DQ9667
 DQ9667.No superseded survey control is available for this station.
 DQ9667
 DQ9667_MARKER: F = FLANGE-ENCASED ROD
 DQ9667_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DQ9667_STAMPING: 0121 E 2017
 DQ9667_MARK LOGO: MNDT
 DQ9667_PROJECTION: RECESSED 8 CENTIMETERS
 DQ9667_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DQ9667_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ9667_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ9667+SATELLITE: SATELLITE OBSERVATIONS - August 14, 2017
 DQ9667_ROD/PIPE-DEPTH: 13.1 meters
 DQ9667
 DQ9667  HISTORY     - Date     Condition        Report By
 DQ9667  HISTORY     - 20170814 MONUMENTED       MNDT
 DQ9667
 DQ9667                          STATION DESCRIPTION
 DQ9667
 DQ9667'DESCRIBED BY MN DEPT OF TRANSP 2017
 DQ9667'THE MARK IS LOCATED ABOUT 0.8 MI (1.3 KM) WEST OF TAMARACK.
 DQ9667'
 DQ9667'TO REACH THE MARK GO 0.55 MI (0.88 KM) WEST ALONG TRUNK HIGHWAY 210
 DQ9667'FROM THE JUNCTION OF TRUNK HIGHWAY 210 AND COUNTY ROAD 6/COUNTY ROAD
 DQ9667'16 (MAIN STREET SOUTH) IN TAMARACK, AT TRUNK HIGHWAY 210 MILE POINT
 DQ9667'183.55.
 DQ9667'
 DQ9667'THE MARK IS LOCATED 22.8 FT (6.9 M) NORTH OF TRUNK HIGHWAY 210, 3.2 FT
 DQ9667'(1.0 M) NORTH OF A GUARD RAIL, 1.5 FT (0.5 M) SOUTH OF A WITNESS POST.
 DQ9667'NOTE - THE STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM
 DQ9667'ROD DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION REMOVABLE
 DQ9667'DISK SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH
 DQ9667'PVC PIPE BACK FILLED WITH WASHED SAND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DQ9670 ***********************************************************************
 DQ9670  DESIGNATION -  0121 F
 DQ9670  PID         -  DQ9670
 DQ9670  STATE/COUNTY-  MN/AITKIN
 DQ9670  COUNTRY     -  US
 DQ9670  USGS QUAD   -  WRIGHT (2019)
 DQ9670
 DQ9670                         *CURRENT SURVEY CONTROL
 DQ9670  ______________________________________________________________________
 DQ9670* NAD 83(1986) POSITION- 46 38 39.09   (N) 093 05 13.33   (W)   HD_HELD1
 DQ9670* NAVD 88 ORTHO HEIGHT -   388.183 (meters)     1273.56  (feet) ADJUSTED
 DQ9670  ______________________________________________________________________
 DQ9670  GEOID HEIGHT    -        -28.196 (meters)                     GEOID18
 DQ9670  DYNAMIC HEIGHT  -        388.207 (meters)     1273.64  (feet) COMP
 DQ9670  MODELED GRAVITY -    980,663.9   (mgal)                       NAVD 88
 DQ9670
 DQ9670  VERT ORDER      -  SECOND    CLASS I
 DQ9670
 DQ9670.The horizontal coordinates were determined by differentially corrected
 DQ9670.hand held GPS observations or other comparable positioning techniques
 DQ9670.and have an estimated accuracy of +/- 3 meters.
 DQ9670
 DQ9670.The orthometric height was determined by differential leveling and
 DQ9670.adjusted by the NATIONAL GEODETIC SURVEY
 DQ9670.in April 2021.
 DQ9670
 DQ9670.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ9670.GEOID18 height accuracy estimate available here.
 DQ9670
 DQ9670.Click photographs - Photos may exist for this station.
 DQ9670
 DQ9670.The dynamic height is computed by dividing the NAVD 88
 DQ9670.geopotential number by the normal gravity value computed on the
 DQ9670.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ9670.degrees latitude (g = 980.6199 gals.).
 DQ9670
 DQ9670.The modeled gravity was interpolated from observed gravity values.
 DQ9670
 DQ9670;                    North         East    Units  Estimated Accuracy
 DQ9670;SPC MN C     -   283,401.2     889,027.0     MT  (+/- 3 meters HH1 GPS) 
 DQ9670
 DQ9670_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVM9333965629(NAD 83)
 DQ9670
 DQ9670                          SUPERSEDED SURVEY CONTROL
 DQ9670
 DQ9670.No superseded survey control is available for this station.
 DQ9670
 DQ9670_MARKER: F = FLANGE-ENCASED ROD
 DQ9670_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DQ9670_STAMPING: 0121 F 2017
 DQ9670_MARK LOGO: MNDT
 DQ9670_PROJECTION: RECESSED 8 CENTIMETERS
 DQ9670_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DQ9670_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ9670_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ9670+SATELLITE: SATELLITE OBSERVATIONS - August 14, 2017
 DQ9670_ROD/PIPE-DEPTH: 12.8 meters
 DQ9670
 DQ9670  HISTORY     - Date     Condition        Report By
 DQ9670  HISTORY     - 20170814 MONUMENTED       MNDT
 DQ9670
 DQ9670                          STATION DESCRIPTION
 DQ9670
 DQ9670'DESCRIBED BY MN DEPT OF TRANSP 2017
 DQ9670'THE MARK IS LOCATED ABOUT 1.9 MI (3.1 KM) EAST OF TAMARACK.
 DQ9670'
 DQ9670'TO REACH THE MARK GO 1.9 MI (3.1 KM) EAST ALONG TRUNK HIGHWAY 210 FROM
 DQ9670'THE JUNCTION OF TRUNK HIGHWAY 210 AND TRUNK HIGHWAY 210 AND COUNTY
 DQ9670'ROAD 6/COUNTY ROAD 16 (MAINT STREET SOUTH) IN TAMARACK, AT TRUNK
 DQ9670'HIGHWAY 210 MILE POINT 186.0.
 DQ9670'
 DQ9670'THE MARK IS LOCATED 27.2 FT (8.3 M) NORTH OF TRUNK HIGHWAY 210, 153.7
 DQ9670'FT (46.8 M) WEST-NORTHWEST OF MILEPOST 186, 113.40 FT (34.6 M) WEST OF
 DQ9670'DRIVEWAY NUMBER 11065, 1.5 FT (0.5 M) SOUTH OF A WITNESS POST.
 DQ9670'
 DQ9670'NOTE-THE STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM ROD
 DQ9670'DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION REMOVABLE DISK
 DQ9670'SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH PVC
 DQ9670'PIPE BACK FILLED WITH WASHED SAND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DQ9671 ***********************************************************************
 DQ9671  DESIGNATION -  0121 G
 DQ9671  PID         -  DQ9671
 DQ9671  STATE/COUNTY-  MN/AITKIN
 DQ9671  COUNTRY     -  US
 DQ9671  USGS QUAD   -  WRIGHT (2019)
 DQ9671
 DQ9671                         *CURRENT SURVEY CONTROL
 DQ9671  ______________________________________________________________________
 DQ9671* NAD 83(1986) POSITION- 46 39 00.89   (N) 093 04 08.64   (W)   HD_HELD1
 DQ9671* NAVD 88 ORTHO HEIGHT -   399.742 (meters)     1311.49  (feet) ADJUSTED
 DQ9671  ______________________________________________________________________
 DQ9671  GEOID HEIGHT    -        -28.209 (meters)                     GEOID18
 DQ9671  DYNAMIC HEIGHT  -        399.767 (meters)     1311.57  (feet) COMP
 DQ9671  MODELED GRAVITY -    980,665.5   (mgal)                       NAVD 88
 DQ9671
 DQ9671  VERT ORDER      -  SECOND    CLASS I
 DQ9671
 DQ9671.The horizontal coordinates were determined by differentially corrected
 DQ9671.hand held GPS observations or other comparable positioning techniques
 DQ9671.and have an estimated accuracy of +/- 3 meters.
 DQ9671
 DQ9671.The orthometric height was determined by differential leveling and
 DQ9671.adjusted by the NATIONAL GEODETIC SURVEY
 DQ9671.in April 2021.
 DQ9671
 DQ9671.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ9671.GEOID18 height accuracy estimate available here.
 DQ9671
 DQ9671.Click photographs - Photos may exist for this station.
 DQ9671
 DQ9671.The dynamic height is computed by dividing the NAVD 88
 DQ9671.geopotential number by the normal gravity value computed on the
 DQ9671.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ9671.degrees latitude (g = 980.6199 gals.).
 DQ9671
 DQ9671.The modeled gravity was interpolated from observed gravity values.
 DQ9671
 DQ9671;                    North         East    Units  Estimated Accuracy
 DQ9671;SPC MN C     -   284,094.6     890,392.5     MT  (+/- 3 meters HH1 GPS) 
 DQ9671
 DQ9671_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVM9471566300(NAD 83)
 DQ9671
 DQ9671                          SUPERSEDED SURVEY CONTROL
 DQ9671
 DQ9671.No superseded survey control is available for this station.
 DQ9671
 DQ9671_MARKER: F = FLANGE-ENCASED ROD
 DQ9671_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DQ9671_STAMPING: 0121 G 2017
 DQ9671_MARK LOGO: MNDT
 DQ9671_PROJECTION: RECESSED 8 CENTIMETERS
 DQ9671_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DQ9671_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ9671_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ9671+SATELLITE: SATELLITE OBSERVATIONS - August 14, 2017
 DQ9671_ROD/PIPE-DEPTH: 8.5 meters
 DQ9671
 DQ9671  HISTORY     - Date     Condition        Report By
 DQ9671  HISTORY     - 20170814 MONUMENTED       MNDT
 DQ9671
 DQ9671                          STATION DESCRIPTION
 DQ9671
 DQ9671'DESCRIBED BY MN DEPT OF TRANSP 2017
 DQ9671'THE MARK IS LOCATED ABOUT 2.7 MI (4.3 KM) EAST OF TAMARACK.
 DQ9671'
 DQ9671'TO REACH THE MARK GO 2.9 MI (4.7 KM) EAST AND NORTHEAST ALONG TRUNK
 DQ9671'HIGHWAY 210 FROM THE JUNCTION F TRUNK HIGHWAY 210 AND COUNTY ROAD
 DQ9671'6/COUNTY ROAD 16 (MAIN STREET SOUTH) IN TAMARACK, AT TRUNK HIGHWAY 210
 DQ9671'MILE POINT 187.0.
 DQ9671'
 DQ9671'THE MARK IS LOCATED 33.6 FT (10.2 M) NORTHWEST OF TRUNK HIGHWAY 210,
 DQ9671'88.9 FT (27.1 M) WEST OF THE MILEPOST 187, 1.5 FT (0.5 M) SOUTHEAST OF
 DQ9671'A WITNESS POST.
 DQ9671'
 DQ9671'NOTE-THE STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM ROD
 DQ9671'DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION REMOVABLE DISK
 DQ9671'SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH PVC
 DQ9671'PIPE BACK FILLED WITH WASHED SAND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DP7060 ***********************************************************************
 DP7060  DESIGNATION -  016 RESET
 DP7060  PID         -  DP7060
 DP7060  STATE/COUNTY-  MN/WILKIN
 DP7060  COUNTRY     -  US
 DP7060  USGS QUAD   -  CAMPBELL NE (2019)
 DP7060
 DP7060                         *CURRENT SURVEY CONTROL
 DP7060  ______________________________________________________________________
 DP7060* NAD 83(2011) POSITION- 46 09 07.59026(N) 096 17 10.55131(W)   ADJUSTED
 DP7060* NAD 83(2011) ELLIP HT-   281.017 (meters)        (04/23/15)   ADJUSTED
 DP7060* NAD 83(2011) EPOCH   -  2010.00
 DP7060* NAVD 88 ORTHO HEIGHT -   307.7   (meters)     1010.    (feet) GPS OBS
 DP7060  ______________________________________________________________________
 DP7060  NAVD 88 orthometric height was determined with geoid model    GEOID12A
 DP7060  GEOID HEIGHT    -        -26.672 (meters)                     GEOID12A
 DP7060  GEOID HEIGHT    -        -26.694 (meters)                     GEOID18
 DP7060  NAD 83(2011) X  -   -484,666.306 (meters)                     COMP
 DP7060  NAD 83(2011) Y  - -4,399,722.597 (meters)                     COMP
 DP7060  NAD 83(2011) Z  -  4,577,178.828 (meters)                     COMP
 DP7060  LAPLACE CORR    -          1.24  (seconds)                    DEFLEC18
 DP7060
 DP7060  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DP7060  Standards:
 DP7060         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DP7060            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DP7060  -------------------------------------------------------------------
 DP7060  NETWORK    0.66   0.84           0.31   0.20   0.43      0.28933228
 DP7060  -------------------------------------------------------------------
 DP7060  Click here for local accuracies and other accuracy information.
 DP7060
 DP7060.The horizontal coordinates were established by GPS observations
 DP7060.and adjusted by the MN DEPT OF TRANSP in April 2015.
 DP7060
 DP7060.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DP7060.been affixed to the stable North American tectonic plate. See 
 DP7060.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DP7060
 DP7060.The horizontal coordinates are valid at the epoch date displayed above
 DP7060.which is a decimal equivalence of Year/Month/Day.
 DP7060
 DP7060.The orthometric height was determined by GPS observations and a
 DP7060.high-resolution geoid model.
 DP7060
 DP7060.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP7060.GEOID18 height accuracy estimate available here.
 DP7060
 DP7060.Click photographs - Photos may exist for this station.
 DP7060
 DP7060.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DP7060
 DP7060.The Laplace correction was computed from DEFLEC18 derived deflections.
 DP7060
 DP7060.The ellipsoidal height was determined by GPS observations
 DP7060.and is referenced to NAD 83.
 DP7060
 DP7060. The following values were computed from the NAD 83(2011) position.
 DP7060
 DP7060;                    North         East     Units Scale Factor Converg.
 DP7060;SPC MN C     -   230,073.885   642,725.836   MT  0.99992709   -1 28 22.8
 DP7060;SPC MN C     -   754,834.07  2,108,676.35   sFT  0.99992709   -1 28 22.8
 DP7060;UTM  14      - 5,114,528.225   709,551.235   MT  1.00013983   +1 57 28.1
 DP7060
 DP7060!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DP7060!SPC MN C     -   0.99995595  x   0.99992709  =   0.99988304
 DP7060!UTM  14      -   0.99995595  x   1.00013983  =   1.00009577
 DP7060
 DP7060_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQS0955114528(NAD 83)
 DP7060
 DP7060                          SUPERSEDED SURVEY CONTROL
 DP7060
 DP7060.No superseded survey control is available for this station.
 DP7060
 DP7060_MARKER: I = METAL ROD
 DP7060_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 DP7060+WITH SETTING: INFORMATION.
 DP7060_STAMPING: 016 RESET 2010
 DP7060_MARK LOGO: MNDT
 DP7060_PROJECTION: RECESSED 10 CENTIMETERS
 DP7060_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DP7060_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DP7060_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP7060+SATELLITE: SATELLITE OBSERVATIONS - December 18, 2019
 DP7060
 DP7060  HISTORY     - Date     Condition        Report By
 DP7060  HISTORY     - 20101006 MONUMENTED       MNDT
 DP7060  HISTORY     - 20130716 GOOD             MNDT
 DP7060  HISTORY     - 20191218 GOOD             MNDT
 DP7060
 DP7060                          STATION DESCRIPTION
 DP7060
 DP7060'DESCRIBED BY MN DEPT OF TRANSP 2013 (JXJ)
 DP7060'6.8 MILES NORTHEAST OF CAMPBELL, 4.6 MILES NORTHEAST AND EAST ALONG
 DP7060'COUNTY ROAD 4 FROM THE JUNCTION OF COUNTY ROAD 4 AND TRUNK HIGHWAY 9
 DP7060'IN CAMPBELL, THEN 3.0 MILES NORTH ALONG COUNTY ROAD 19, THEN 1.0 MILE
 DP7060'EAST ALONG COUNTY ROAD 156, 47.0 FEET WEST OF 330TH AVENUE (GRAVEL),
 DP7060'35.0 FEET NORTH OF COUNTY ROAD 156 (430TH STREET), 1.0 FOOT WEST OF
 DP7060'WITNESS POST.  ROD DEPTH UNKNOWN.
 DP7060
 DP7060                          STATION RECOVERY (2019)
 DP7060
 DP7060'RECOVERY NOTE BY MN DEPT OF TRANSP 2019 (KMS)
 DP7060'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DP6664 ***********************************************************************
 DP6664  DESIGNATION -  019
 DP6664  PID         -  DP6664
 DP6664  STATE/COUNTY-  MN/TRAVERSE
 DP6664  COUNTRY     -  US
 DP6664  USGS QUAD   -  WHEATON WEST (2019)
 DP6664
 DP6664                         *CURRENT SURVEY CONTROL
 DP6664  ______________________________________________________________________
 DP6664* NAD 83(2011) POSITION- 45 50 47.89533(N) 096 31 53.45561(W)   ADJUSTED
 DP6664* NAD 83(2011) ELLIP HT-   277.820 (meters)        (03/11/15)   ADJUSTED
 DP6664* NAD 83(2011) EPOCH   -  2010.00
 DP6664* NAVD 88 ORTHO HEIGHT -   304.2   (meters)      998.    (feet) GPS OBS
 DP6664  ______________________________________________________________________
 DP6664  NAVD 88 orthometric height was determined with geoid model    GEOID12A
 DP6664  GEOID HEIGHT    -        -26.424 (meters)                     GEOID12A
 DP6664  GEOID HEIGHT    -        -26.426 (meters)                     GEOID18
 DP6664  NAD 83(2011) X  -   -506,272.631 (meters)                     COMP
 DP6664  NAD 83(2011) Y  - -4,421,871.849 (meters)                     COMP
 DP6664  NAD 83(2011) Z  -  4,553,589.186 (meters)                     COMP
 DP6664  LAPLACE CORR    -         -1.63  (seconds)                    DEFLEC18
 DP6664
 DP6664  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DP6664  Standards:
 DP6664         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DP6664            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DP6664  -------------------------------------------------------------------
 DP6664  NETWORK    1.30   1.06           0.59   0.43   0.54      0.34743104
 DP6664  -------------------------------------------------------------------
 DP6664  Click here for local accuracies and other accuracy information.
 DP6664
 DP6664.The horizontal coordinates were established by GPS observations
 DP6664.and adjusted by the MN DEPT OF TRANSP in March 2015.
 DP6664
 DP6664.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DP6664.been affixed to the stable North American tectonic plate. See 
 DP6664.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DP6664
 DP6664.The horizontal coordinates are valid at the epoch date displayed above
 DP6664.which is a decimal equivalence of Year/Month/Day.
 DP6664
 DP6664.The orthometric height was determined by GPS observations and a
 DP6664.high-resolution geoid model.
 DP6664
 DP6664.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP6664.GEOID18 height accuracy estimate available here.
 DP6664
 DP6664.Click photographs - Photos may exist for this station.
 DP6664
 DP6664.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DP6664
 DP6664.The Laplace correction was computed from DEFLEC18 derived deflections.
 DP6664
 DP6664.The ellipsoidal height was determined by GPS observations
 DP6664.and is referenced to NAD 83.
 DP6664
 DP6664. The following values were computed from the NAD 83(2011) position.
 DP6664
 DP6664;                    North         East     Units Scale Factor Converg.
 DP6664;SPC MN C     -   196,652.824   622,810.575   MT  0.99995811   -1 39 01.5
 DP6664;SPC MN C     -   645,185.14  2,043,337.69   sFT  0.99995811   -1 39 01.5
 DP6664;UTM  14      - 5,079,971.333   691,666.188   MT  1.00005164   +1 46 17.8
 DP6664
 DP6664!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DP6664!SPC MN C     -   0.99995645  x   0.99995811  =   0.99991456
 DP6664!UTM  14      -   0.99995645  x   1.00005164  =   1.00000809
 DP6664
 DP6664_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPR9166679971(NAD 83)
 DP6664
 DP6664                          SUPERSEDED SURVEY CONTROL
 DP6664
 DP6664.No superseded survey control is available for this station.
 DP6664
 DP6664_MARKER: DB = BENCH MARK DISK
 DP6664_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 DP6664+WITH SETTING: INFORMATION.
 DP6664_STAMPING: 019
 DP6664_MARK LOGO: BOISDE
 DP6664_PROJECTION: FLUSH
 DP6664_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DP6664_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DP6664_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP6664+SATELLITE: SATELLITE OBSERVATIONS - June 16, 2021
 DP6664
 DP6664  HISTORY     - Date     Condition        Report By
 DP6664  HISTORY     - 20100401 MONUMENTED       BOISDE
 DP6664  HISTORY     - 20130627 GOOD             MNDT
 DP6664  HISTORY     - 20210616 GOOD             MNDT
 DP6664
 DP6664                          STATION DESCRIPTION
 DP6664
 DP6664'DESCRIBED BY MN DEPT OF TRANSP 2013 (AXD)
 DP6664'3.5 MILES NORTHWEST OF WHEATON, 2.0 MILES NORTH AND WEST ALONG COUNTY
 DP6664'ROAD 9 FROM JUNCTION OF COUNTY ROAD 9 AND TRUNK HIGHWAY 27 IN WHEATON,
 DP6664'THEN 2.0 MILES NORTH ON COUNTY ROAD 80, 23.0 FEET WEST OF COUNTY ROAD
 DP6664'80, 19 FEET NORTH OF PRIVATE DRIVEWAY, 0.5 FOOT SOUTHEAST OF WITNESS
 DP6664'POST.  ROD DEPTH UNKNOWN.
 DP6664
 DP6664                          STATION RECOVERY (2021)
 DP6664
 DP6664'RECOVERY NOTE BY MN DEPT OF TRANSP 2021 (TJD)
 DP6664'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DK6882 ***********************************************************************
 DK6882  DESIGNATION -  02
 DK6882  PID         -  DK6882
 DK6882  STATE/COUNTY-  MN/HOUSTON
 DK6882  COUNTRY     -  US
 DK6882  USGS QUAD   -  LA CRESCENT (2019)
 DK6882
 DK6882                         *CURRENT SURVEY CONTROL
 DK6882  ______________________________________________________________________
 DK6882* NAD 83(1986) POSITION- 43 45 56.22   (N) 091 20 36.63   (W)   HD_HELD1
 DK6882* NAVD 88 ORTHO HEIGHT -   199.938 (meters)      655.96  (feet) ADJUSTED
 DK6882  ______________________________________________________________________
 DK6882  GEOID HEIGHT    -        -31.372 (meters)                     GEOID18
 DK6882  DYNAMIC HEIGHT  -        199.903 (meters)      655.85  (feet) COMP
 DK6882  MODELED GRAVITY -    980,439.3   (mgal)                       NAVD 88
 DK6882
 DK6882  VERT ORDER      -  SECOND    CLASS I
 DK6882
 DK6882.The horizontal coordinates were determined by differentially corrected
 DK6882.hand held GPS observations or other comparable positioning techniques
 DK6882.and have an estimated accuracy of +/- 3 meters.
 DK6882
 DK6882.The orthometric height was determined by differential leveling and
 DK6882.adjusted by the NATIONAL GEODETIC SURVEY
 DK6882.in December 2008.
 DK6882
 DK6882.Significant digits in the geoid height do not necessarily reflect accuracy.
 DK6882.GEOID18 height accuracy estimate available here.
 DK6882
 DK6882.Click photographs - Photos may exist for this station.
 DK6882
 DK6882.The dynamic height is computed by dividing the NAVD 88
 DK6882.geopotential number by the normal gravity value computed on the
 DK6882.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK6882.degrees latitude (g = 980.6199 gals.).
 DK6882
 DK6882.The modeled gravity was interpolated from observed gravity values.
 DK6882
 DK6882;                    North         East    Units  Estimated Accuracy
 DK6882;SPC MN S     -   188,545.7   1,013,867.2     MT  (+/- 3 meters HH1 GPS) 
 DK6882
 DK6882_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXJ3333047174(NAD 83)
 DK6882
 DK6882                          SUPERSEDED SURVEY CONTROL
 DK6882
 DK6882.No superseded survey control is available for this station.
 DK6882
 DK6882_MARKER: DV = VERTICAL CONTROL DISK
 DK6882_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DK6882_SP_SET: BRIDGE ABUTMENT
 DK6882_STAMPING: 02 BM 1998
 DK6882_MARK LOGO: MNHD
 DK6882_MAGNETIC: N = NO MAGNETIC MATERIAL
 DK6882_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DK6882_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DK6882+SATELLITE: SATELLITE OBSERVATIONS - December 06, 2016
 DK6882
 DK6882  HISTORY     - Date     Condition        Report By
 DK6882  HISTORY     - 1996     MONUMENTED       MNDT
 DK6882  HISTORY     - 20070109 GOOD             MNDT
 DK6882  HISTORY     - 20161206 GOOD             MNDT
 DK6882
 DK6882                          STATION DESCRIPTION
 DK6882
 DK6882'DESCRIBED BY MN DEPT OF TRANSP 2007 (JLM)
 DK6882'0.2 MI (0.3 KM) NORTH-NORTHEAST OF HOKAH, 0.2 MI (0.3 KM)
 DK6882'NORTH-NORTHEAST ALONG TRUNK HIGHWAY 16 FROM THE JUNCTION OF TRUNK
 DK6882'HIGHWAY 16 AND TRUNK HIGHWAY 44 IN HOKAH, THENCE 0.1 MI (0.2 KM) EAST
 DK6882'ALONG COUNTY ROAD 7, IN THE TOP OF BRIDGE RAIL AT THE SOUTHEAST CORNER
 DK6882'OF HOUSTON COUNTY BRIDGE NUMBER 28528 (COUNTY ROAD 7 OVER ROOT RIVER
 DK6882'OVERFLOW).
 DK6882
 DK6882                          STATION RECOVERY (2016)
 DK6882
 DK6882'RECOVERY NOTE BY MN DEPT OF TRANSP 2016 (DAS)
 DK6882'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DO5199 ***********************************************************************
 DO5199  DESIGNATION -  0202 B
 DO5199  PID         -  DO5199
 DO5199  STATE/COUNTY-  MN/ANOKA
 DO5199  COUNTRY     -  US
 DO5199  USGS QUAD   -  ANOKA (2019)
 DO5199
 DO5199                         *CURRENT SURVEY CONTROL
 DO5199  ______________________________________________________________________
 DO5199* NAD 83(2011) POSITION- 45 13 37.01154(N) 093 26 57.52703(W)   ADJUSTED
 DO5199* NAD 83(2011) ELLIP HT-   235.482 (meters)        (12/24/14)   ADJUSTED
 DO5199* NAD 83(2011) EPOCH   -  2010.00
 DO5199* NAVD 88 ORTHO HEIGHT -   263.657 (meters)      865.01  (feet) ADJUSTED
 DO5199  ______________________________________________________________________
 DO5199  GEOID HEIGHT    -        -28.172 (meters)                     GEOID18
 DO5199  NAD 83(2011) X  -   -270,738.010 (meters)                     COMP
 DO5199  NAD 83(2011) Y  - -4,491,735.161 (meters)                     COMP
 DO5199  NAD 83(2011) Z  -  4,505,314.574 (meters)                     COMP
 DO5199  LAPLACE CORR    -          1.04  (seconds)                    DEFLEC18
 DO5199  DYNAMIC HEIGHT  -        263.634 (meters)      864.94  (feet) COMP
 DO5199  MODELED GRAVITY -    980,523.5   (mgal)                       NAVD 88
 DO5199
 DO5199  VERT ORDER      -  SECOND    CLASS I
 DO5199
 DO5199  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DO5199  Standards:
 DO5199         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DO5199            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DO5199  -------------------------------------------------------------------
 DO5199  NETWORK    0.64   0.65           0.29   0.21   0.33      0.30077323
 DO5199  -------------------------------------------------------------------
 DO5199  Click here for local accuracies and other accuracy information.
 DO5199
 DO5199.The horizontal coordinates were established by GPS observations
 DO5199.and adjusted by the MN DEPT OF TRANSP in December 2014.
 DO5199
 DO5199.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DO5199.been affixed to the stable North American tectonic plate. See 
 DO5199.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DO5199
 DO5199.The horizontal coordinates are valid at the epoch date displayed above
 DO5199.which is a decimal equivalence of Year/Month/Day.
 DO5199
 DO5199.The orthometric height was determined by differential leveling and
 DO5199.adjusted by the NATIONAL GEODETIC SURVEY
 DO5199.in September 2013.
 DO5199
 DO5199.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO5199.GEOID18 height accuracy estimate available here.
 DO5199
 DO5199.Click photographs - Photos may exist for this station.
 DO5199
 DO5199.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DO5199
 DO5199.The Laplace correction was computed from DEFLEC18 derived deflections.
 DO5199
 DO5199.The ellipsoidal height was determined by GPS observations
 DO5199.and is referenced to NAD 83.
 DO5199
 DO5199.The dynamic height is computed by dividing the NAVD 88
 DO5199.geopotential number by the normal gravity value computed on the
 DO5199.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO5199.degrees latitude (g = 980.6199 gals.).
 DO5199
 DO5199.The modeled gravity was interpolated from observed gravity values.
 DO5199
 DO5199. The following values were computed from the NAD 83(2011) position.
 DO5199
 DO5199;                    North         East     Units Scale Factor Converg.
 DO5199;SPC MN S     -   347,593.541   843,247.942   MT  1.00000226   +0 23 09.6
 DO5199;SPC MN S     - 1,140,396.48  2,766,555.96   sFT  1.00000226   +0 23 09.6
 DO5199;UTM  15      - 5,008,260.094   464,727.337   MT  0.99961530   -0 19 08.3
 DO5199
 DO5199!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DO5199!SPC MN S     -   0.99996308  x   1.00000226  =   0.99996534
 DO5199!UTM  15      -   0.99996308  x   0.99961530  =   0.99957840
 DO5199
 DO5199_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL6472708260(NAD 83)
 DO5199
 DO5199                          SUPERSEDED SURVEY CONTROL
 DO5199
 DO5199.No superseded survey control is available for this station.
 DO5199
 DO5199_MARKER: I = METAL ROD
 DO5199_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DO5199_STAMPING: 0202 B 2011
 DO5199_MARK LOGO: MNDT
 DO5199_PROJECTION: RECESSED 3 CENTIMETERS
 DO5199_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DO5199_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DO5199_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DO5199+SATELLITE: SATELLITE OBSERVATIONS - April 13, 2020
 DO5199_ROD/PIPE-DEPTH: 19.8 meters
 DO5199
 DO5199  HISTORY     - Date     Condition        Report By
 DO5199  HISTORY     - 20110615 MONUMENTED       MNDT
 DO5199  HISTORY     - 20200413 GOOD             MNDT
 DO5199
 DO5199                          STATION DESCRIPTION
 DO5199
 DO5199'DESCRIBED BY MN DEPT OF TRANSP 2011
 DO5199'THE MARK IS IN RAMSEY.
 DO5199'
 DO5199'TO REACH THE MARK GO 3.35 MI (5.4 KM) NORTHWEST ALONG TRUNK HIGHWAY
 DO5199'10/ TRUNK HIGHWAY 169 FROM THE JUNCTION OF TRUNK HIGHWAY 10, TRUNK
 DO5199'HIGHWAY 169 AND TRUNK HIGHWAY 47 IN ANOKA, AT TRUNK HIGHWAY 10 MILE
 DO5199'POINT 221.4.
 DO5199'
 DO5199'LOCATED 60 FT (18.3 M) NORTHEAST OF WESTBOUND TRUNK HIGHWAY 10, 80 FT
 DO5199'(24.4 M) EAST OF COUNTY ROAD 56 / RAMSEY BOULEVARD, 1.3 FT (0.4 M)
 DO5199'SOUTHEAST OF A WITNESS POST.
 DO5199
 DO5199                          STATION RECOVERY (2020)
 DO5199
 DO5199'RECOVERY NOTE BY MN DEPT OF TRANSP 2020 (MPP)
 DO5199'IN RAMSEY, 3.35 MI (5.39 KM) NORTHWEST ALONG TRUNK HIGHWAY 10/ TRUNK
 DO5199'HIGHWAY 169 FROM THE JUNCTION OF TRUNK HIGHWAY 10, TRUNK HIGHWAY 169
 DO5199'AND TRUNK HIGHWAY 47 IN ANOKA, AT TRUNK HIGHWAY 10 MILE POINT 221.4,
 DO5199'60.0 FT (18.3 M) NORTHEAST OF WESTBOUND TRUNK HIGHWAY 10, 80.0 FT
 DO5199'(24.4 M) EAST OF COUNTY ROAD 56 (RAMSEY BOULEVARD), 1.0 FT (0.3 M)
 DO5199'SOUTHWEST OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DO5198 ***********************************************************************
 DO5198  DESIGNATION -  0202 C
 DO5198  PID         -  DO5198
 DO5198  STATE/COUNTY-  MN/ANOKA
 DO5198  COUNTRY     -  US
 DO5198  USGS QUAD   -  ROGERS (2019)
 DO5198
 DO5198                         *CURRENT SURVEY CONTROL
 DO5198  ______________________________________________________________________
 DO5198* NAD 83(2011) POSITION- 45 14 58.70108(N) 093 30 30.28888(W)   ADJUSTED
 DO5198* NAD 83(2011) ELLIP HT-   243.019 (meters)        (12/24/14)   ADJUSTED
 DO5198* NAD 83(2011) EPOCH   -  2010.00
 DO5198* NAVD 88 ORTHO HEIGHT -   271.236 (meters)      889.88  (feet) ADJUSTED
 DO5198  ______________________________________________________________________
 DO5198  GEOID HEIGHT    -        -28.218 (meters)                     GEOID18
 DO5198  NAD 83(2011) X  -   -275,261.827 (meters)                     COMP
 DO5198  NAD 83(2011) Y  - -4,489,671.469 (meters)                     COMP
 DO5198  NAD 83(2011) Z  -  4,507,095.782 (meters)                     COMP
 DO5198  LAPLACE CORR    -         -1.08  (seconds)                    DEFLEC18
 DO5198  DYNAMIC HEIGHT  -        271.211 (meters)      889.80  (feet) COMP
 DO5198  MODELED GRAVITY -    980,518.1   (mgal)                       NAVD 88
 DO5198
 DO5198  VERT ORDER      -  SECOND    CLASS I
 DO5198
 DO5198  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DO5198  Standards:
 DO5198         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DO5198            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DO5198  -------------------------------------------------------------------
 DO5198  NETWORK    0.64   0.63           0.29   0.22   0.32      0.13611437
 DO5198  -------------------------------------------------------------------
 DO5198  Click here for local accuracies and other accuracy information.
 DO5198
 DO5198.The horizontal coordinates were established by GPS observations
 DO5198.and adjusted by the MN DEPT OF TRANSP in December 2014.
 DO5198
 DO5198.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DO5198.been affixed to the stable North American tectonic plate. See 
 DO5198.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DO5198
 DO5198.The horizontal coordinates are valid at the epoch date displayed above
 DO5198.which is a decimal equivalence of Year/Month/Day.
 DO5198
 DO5198.The orthometric height was determined by differential leveling and
 DO5198.adjusted by the NATIONAL GEODETIC SURVEY
 DO5198.in September 2013.
 DO5198
 DO5198.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO5198.GEOID18 height accuracy estimate available here.
 DO5198
 DO5198.Click photographs - Photos may exist for this station.
 DO5198
 DO5198.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DO5198
 DO5198.The Laplace correction was computed from DEFLEC18 derived deflections.
 DO5198
 DO5198.The ellipsoidal height was determined by GPS observations
 DO5198.and is referenced to NAD 83.
 DO5198
 DO5198.The dynamic height is computed by dividing the NAVD 88
 DO5198.geopotential number by the normal gravity value computed on the
 DO5198.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO5198.degrees latitude (g = 980.6199 gals.).
 DO5198
 DO5198.The modeled gravity was interpolated from observed gravity values.
 DO5198
 DO5198. The following values were computed from the NAD 83(2011) position.
 DO5198
 DO5198;                    North         East     Units Scale Factor Converg.
 DO5198;SPC MN S     -   350,085.773   838,591.404   MT  1.00000737   +0 20 40.4
 DO5198;SPC MN S     - 1,148,573.07  2,751,278.63   sFT  1.00000737   +0 20 40.4
 DO5198;UTM  15      - 5,010,808.469   460,103.622   MT  0.99961957   -0 21 39.9
 DO5198
 DO5198!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DO5198!SPC MN S     -   0.99996190  x   1.00000737  =   0.99996927
 DO5198!UTM  15      -   0.99996190  x   0.99961957  =   0.99958148
 DO5198
 DO5198_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL6010310808(NAD 83)
 DO5198
 DO5198                          SUPERSEDED SURVEY CONTROL
 DO5198
 DO5198.No superseded survey control is available for this station.
 DO5198
 DO5198_MARKER: F = FLANGE-ENCASED ROD
 DO5198_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DO5198_STAMPING: 0202 C 2011
 DO5198_MARK LOGO: MNDT
 DO5198_PROJECTION: FLUSH
 DO5198_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DO5198_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DO5198_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DO5198+SATELLITE: SATELLITE OBSERVATIONS - April 13, 2020
 DO5198_ROD/PIPE-DEPTH: 12.2 meters
 DO5198
 DO5198  HISTORY     - Date     Condition        Report By
 DO5198  HISTORY     - 20110629 MONUMENTED       MNDT
 DO5198  HISTORY     - 20180613 GOOD             MNDT
 DO5198  HISTORY     - 20200413 GOOD             MNDT
 DO5198
 DO5198                          STATION DESCRIPTION
 DO5198
 DO5198'DESCRIBED BY MN DEPT OF TRANSP 2011
 DO5198'THE MARK IS IN RAMSEY.
 DO5198'
 DO5198'TO REACH THE MARK GO 6.65 MI (10.7 KM) NORTHWEST ALONG TRUNK HIGHWAY
 DO5198'10 TRUNK HIGHWAY 169 FROM THE JUNCTION OF TRUNK HIGHWAY 10, TRUNK
 DO5198'HIGHWAY 169 AND TRUNK HIGHWAY 47 IN ANOKA, AT TRUNK HIGHWAY 10 MILE
 DO5198'POINT 218.15.
 DO5198'
 DO5198'LOCATED 58.9 FT (18.0 M) NORTHEAST OF WESTBOUND TRUNK HIGHWAY 10, 5.6
 DO5198'FT (1.7 M) SOUTHWEST OF PAVED PATH, 5.0 FT (1.5 M) EAST OF RIGHT OF
 DO5198'WAY POST, 5.0 FT (1.5 M) EAST OF A WITNESS POST.
 DO5198
 DO5198                          STATION RECOVERY (2018)
 DO5198
 DO5198'RECOVERY NOTE BY MN DEPT OF TRANSP 2018 (MAS)
 DO5198'IN RAMSEY, 6.65 MI (10.70 KM) NORTHWEST ALONG TRUNK HIGHWAY 10/TRUNK
 DO5198'HIGHWAY 169 FROM THE JUNCTION OF TRUNK HIGHWAY 10, TRUNK HIGHWAY 169
 DO5198'AND TRUNK HIGHWAY 47 IN ANOKA, AT TRUNK HIGHWAY 10 MILE POINT 218.15,
 DO5198'58.9 FT (18.0 M) NORTHEAST OF WESTBOUND TRUNK HIGHWAY 10, 5.6 FT (1.7
 DO5198'M) SOUTHWEST OF A PAVED PATH, 4.5 FT (1.4 M) EAST OF A POWER POLE
 DO5198'NUMBER 29 19 ABUTMENT 21, 5.0 FT (1.5 M) EAST-NORTHEAST OF A
 DO5198'RIGHT-OF-WAY POST WITH WITNESS SIGN.
 DO5198
 DO5198                          STATION RECOVERY (2020)
 DO5198
 DO5198'RECOVERY NOTE BY MN DEPT OF TRANSP 2020 (MPP)
 DO5198'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 QO2057 ***********************************************************************
 QO2057  DESIGNATION -  0203 A
 QO2057  PID         -  QO2057
 QO2057  STATE/COUNTY-  MN/ANOKA
 QO2057  COUNTRY     -  US
 QO2057  USGS QUAD   -  COON RAPIDS (2019)
 QO2057
 QO2057                         *CURRENT SURVEY CONTROL
 QO2057  ______________________________________________________________________
 QO2057* NAD 83(1986) POSITION- 45 07 44.18   (N) 093 15 28.90   (W)   HD_HELD1
 QO2057* NAVD 88 ORTHO HEIGHT -   273.594 (meters)      897.62  (feet) ADJUSTED
 QO2057  ______________________________________________________________________
 QO2057  GEOID HEIGHT    -        -27.392 (meters)                     GEOID18
 QO2057  DYNAMIC HEIGHT  -        273.590 (meters)      897.60  (feet) COMP
 QO2057  MODELED GRAVITY -    980,593.4   (mgal)                       NAVD 88
 QO2057
 QO2057  VERT ORDER      -  SECOND    CLASS I
 QO2057
 QO2057.The horizontal coordinates were determined by differentially corrected
 QO2057.hand held GPS observations or other comparable positioning techniques
 QO2057.and have an estimated accuracy of +/- 3 meters.
 QO2057
 QO2057.The orthometric height was determined by differential leveling and
 QO2057.adjusted by the NATIONAL GEODETIC SURVEY
 QO2057.in September 2013.
 QO2057
 QO2057.Significant digits in the geoid height do not necessarily reflect accuracy.
 QO2057.GEOID18 height accuracy estimate available here.
 QO2057
 QO2057.Click photographs - Photos may exist for this station.
 QO2057
 QO2057.The dynamic height is computed by dividing the NAVD 88
 QO2057.geopotential number by the normal gravity value computed on the
 QO2057.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QO2057.degrees latitude (g = 980.6199 gals.).
 QO2057
 QO2057.The modeled gravity was interpolated from observed gravity values.
 QO2057
 QO2057;                    North         East    Units  Estimated Accuracy
 QO2057;SPC MN S     -   336,820.6     858,368.9     MT  (+/- 3 meters HH1 GPS) 
 QO2057
 QO2057_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK7970997306(NAD 83)
 QO2057
 QO2057                          SUPERSEDED SURVEY CONTROL
 QO2057
 QO2057  NAVD 88 (06/15/91)  273.590  (m)          897.60   (f) SUPERSEDED  2 2
 QO2057
 QO2057.Superseded values are not recommended for survey control.
 QO2057
 QO2057.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QO2057.See file dsdata.pdf to determine how the superseded data were derived.
 QO2057
 QO2057_MARKER: DD = SURVEY DISK
 QO2057_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 QO2057_STAMPING: 0203 A 1979
 QO2057_MARK LOGO: MNHD
 QO2057_PROJECTION: FLUSH
 QO2057_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 QO2057_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QO2057_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QO2057+SATELLITE: SATELLITE OBSERVATIONS - March 24, 2015
 QO2057
 QO2057  HISTORY     - Date     Condition        Report By
 QO2057  HISTORY     - 19781201 MONUMENTED       MNHD
 QO2057  HISTORY     - 20110901 GOOD             MNDT
 QO2057  HISTORY     - 20140825 GOOD             MNDT
 QO2057  HISTORY     - 20150324 GOOD             MNDT
 QO2057
 QO2057                          STATION DESCRIPTION
 QO2057
 QO2057'DESCRIBED BY MN HIGHWAY DEPT 1978
 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 THE BOULEVARD), IN THE SOUTHWEST 1/4 OF SECTION 31, T31N, R23W.
 QO2057'
 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 AN ALUMINUM ROD DRIVEN TO REFUSAL THAT IS FLUSH WITH THE
 QO2057'SURFACE OF THE GROUND AND ABOUT LEVEL WITH CENTERLINE TRUNK HIGHWAY 10
 QO2057'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.
 QO2057
 QO2057                          STATION RECOVERY (2011)
 QO2057
 QO2057'RECOVERY NOTE BY MN DEPT OF TRANSP 2011 (DB)
 QO2057'THE MARK IS IN BLAINE.
 QO2057'
 QO2057'TO REACH THE MARK GO 0.7 MI (1.1 KM) SOUTHEAST ALONG COUNTY ROAD 10
 QO2057'FROM THE JUNCTION OF COUNTY ROAD 10 AND TRUNK HIGHWAY 47.
 QO2057'
 QO2057'THE IS LOCATED 62 FT (18.9 M) NORTHEAST OF TRUNK HIGHWAY 10, IN
 QO2057'WASHINGTON STREET NORTHEAST BITUMINOUS ISLAND, 65 FT (19.8 M)
 QO2057'SOUTHEAST OF MGM SIGN POST, 49 FT (14.9 M) WEST OF THE SOUTHERLY POST
 QO2057'OF TACO BELL SIGN, 31 FT (9.4 M) NORTH-NORTHEAST OF CURB ALONG COUNTY
 QO2057'ROAD 10, NO WITNESS POST.
 QO2057
 QO2057                          STATION RECOVERY (2014)
 QO2057
 QO2057'RECOVERY NOTE BY MN DEPT OF TRANSP 2014 (VRS)
 QO2057'RECOVERED AS DESCRIBED.
 QO2057
 QO2057                          STATION RECOVERY (2015)
 QO2057
 QO2057'RECOVERY NOTE BY MN DEPT OF TRANSP 2015 (KMS)
 QO2057'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 QO0443 ***********************************************************************
 QO0443  DESIGNATION -  0205 C
 QO0443  PID         -  QO0443
 QO0443  STATE/COUNTY-  MN/ANOKA
 QO0443  COUNTRY     -  US
 QO0443  USGS QUAD   -  COON RAPIDS (2019)
 QO0443
 QO0443                         *CURRENT SURVEY CONTROL
 QO0443  ______________________________________________________________________
 QO0443* NAD 83(1986) POSITION- 45 07 44.13   (N) 093 16 06.31   (W)   HD_HELD1
 QO0443* NAVD 88 ORTHO HEIGHT -   270.286 (meters)      886.76  (feet) ADJUSTED
 QO0443  ______________________________________________________________________
 QO0443  GEOID HEIGHT    -        -27.401 (meters)                     GEOID18
 QO0443  DYNAMIC HEIGHT  -        270.282 (meters)      886.75  (feet) COMP
 QO0443  MODELED GRAVITY -    980,593.5   (mgal)                       NAVD 88
 QO0443
 QO0443  VERT ORDER      -  SECOND    CLASS I
 QO0443
 QO0443.The horizontal coordinates were determined by differentially corrected
 QO0443.hand held GPS observations or other comparable positioning techniques
 QO0443.and have an estimated accuracy of +/- 3 meters.
 QO0443
 QO0443.The orthometric height was determined by differential leveling and
 QO0443.adjusted by the NATIONAL GEODETIC SURVEY
 QO0443.in September 2013.
 QO0443
 QO0443.No vertical observational check was made to the station.
 QO0443
 QO0443.Significant digits in the geoid height do not necessarily reflect accuracy.
 QO0443.GEOID18 height accuracy estimate available here.
 QO0443
 QO0443.Click photographs - Photos may exist for this station.
 QO0443
 QO0443.The dynamic height is computed by dividing the NAVD 88
 QO0443.geopotential number by the normal gravity value computed on the
 QO0443.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QO0443.degrees latitude (g = 980.6199 gals.).
 QO0443
 QO0443.The modeled gravity was interpolated from observed gravity values.
 QO0443
 QO0443;                    North         East    Units  Estimated Accuracy
 QO0443;SPC MN S     -   336,811.7     857,551.5     MT  (+/- 3 meters HH1 GPS) 
 QO0443
 QO0443_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK7889197307(NAD 83)
 QO0443
 QO0443                          SUPERSEDED SURVEY CONTROL
 QO0443
 QO0443  NAVD 88 (06/15/91)  270.281  (m)          886.75   (f) SUPERSEDED  1 1
 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
 QO0443.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QO0443.See file dsdata.pdf to determine how the superseded data were derived.
 QO0443
 QO0443_MARKER: DB = BENCH MARK DISK
 QO0443_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 QO0443_STAMPING: 0205 C 1968
 QO0443_MARK LOGO: MNHD
 QO0443_PROJECTION: RECESSED 3 CENTIMETERS
 QO0443_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 QO0443_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QO0443_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 QO0443+SATELLITE: SATELLITE OBSERVATIONS - August 25, 2014
 QO0443
 QO0443  HISTORY     - Date     Condition        Report By
 QO0443  HISTORY     - 19680401 MONUMENTED       MNHD
 QO0443  HISTORY     - 1970     GOOD             NGS
 QO0443  HISTORY     - 1979     GOOD             MNDT
 QO0443  HISTORY     - 20110516 GOOD             MNDT
 QO0443  HISTORY     - 20140825 GOOD             MNDT
 QO0443
 QO0443                          STATION DESCRIPTION
 QO0443
 QO0443'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 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 TH 10, 90
 QO0443'FEET WEST OF THE CENTERLINE OF THE WEST LANES OF THE HIGHWAY, 48 1/2
 QO0443'FEET SOUTH OF A 12-INCH OAK TREE, 31 FEET NORTH OF A 10-INCH OAK TREE,
 QO0443'125.0 FEET NORTH OF BENCH MARK N 254, 0.8 FOOT EAST OF A METAL WITNESS
 QO0443'POST, ABOUT 3 FEET ABOVE THE LEVEL OF THE HIGHWAY, AND SET IN THE TOP
 QO0443'OF A CONCRETE POST WHICH IS LEVEL WITH THE SURFACE OF THE GROUND.
 QO0443'NOTE-THIS MARK IS ALSO 1.05 MILES SOUTH ALONG E. RIVER BOULEVARD WHICH
 QO0443'IS COUNTY ROAD 1 FROM THE CITY HALL AT THENCE 1.2 MILES NORTHEAST
 QO0443'ALONG FOLEY BOULEVARD WHICH (COUNTY ROAD 11), THENCE 1.1 MILES SOUTH
 QO0443'ALONG U.S. HIGHWAY 10 AND STATE HIGHWAY 47, THENCE 0.5 MILE SOUTH
 QO0443'ALONG STATE HIGHWAY 47.  1/4, SEC 36,T31N, R24W.
 QO0443
 QO0443                          STATION RECOVERY (1979)
 QO0443
 QO0443'RECOVERY NOTE BY MN DEPT OF TRANSP 1979
 QO0443'IN TOWN 0.5 MILE SOUTH MEASURED ALONG TRUNK HIGHWAY 47 FROM THE SOUTH
 QO0443'JUNCTION OF TRUNK HIGHWAY 10 AND TRUNK HIGHWAY 47, IN THE SOUTHEAST
 QO0443'1/4 OF SECTION 36, T31N, R24W.  IT IS ABOUT 285 FEET SOUTH OF A CURVE
 QO0443'IN THE SOUTHBOUND LANE OF TRUNK HIGHWAY 47, 90 FEET WEST OF TRUNK
 QO0443'HIGHWAY 47 SOUTHBOUND (STATION 591.86), ABOUT 50 FEET SOUTH OF A 14
 QO0443'INCH OAK TREE, 30 FEET NORTH OF A 12 INCH OAK TREE IN THE EDGE OF AN
 QO0443'OAK GROVE.  THE MARK, A STANDARD MNHD BENCH MARK DISK STAMPED
 QO0443'---0205 C 1968---, IS SET IN THE TOP OF A 6 FOOT PRECAST CONCRETE
 QO0443'POST, FLUSH WITH THE GROUND, 1.0 FOOT EAST OF A STEEL WITNESS POST,
 QO0443'AND 1.5 FEET ABOVE THE CENTERLINE OF TRUNK HIGHWAY 47 AT MILEPOINT
 QO0443'11.9.  STEEL IN THE CONCRETE POST MAKES THE MARK MAGNETIC.
 QO0443
 QO0443                          STATION RECOVERY (2011)
 QO0443
 QO0443'RECOVERY NOTE BY MN DEPT OF TRANSP 2011 (JBG)
 QO0443'TO REACH THE MARK AT TRUNK HIGHWAY 47 MILE POINT 11.9, 0.5 MI (0.8 KM)
 QO0443'SOUTH OF SOUTH JUNCTION OF TRUNK HIGHWAY 47 AND TRUNK HIGHWAY 10.
 QO0443'
 QO0443'THE MARK IS LOCATED 285 FT (86.9 M) SOUTH OF TRUNK HIGHWAY 47 CURVE,
 QO0443'125.0 FT (38.1 M) SOUTH OF BENCH MARK 0205 C, 90 FT (27.4 M) WEST OF
 QO0443'SOUTHBOUND TRUNK HIGHWAY 47, 50 FT (15.2 M) SOUTH OF 14 INCH (36 CM)
 QO0443'OAK TREE, 30 FT (9.1 M) NORTH OF 12 INCH (30 CM) OAK TREE, 1.0 FT (0.3
 QO0443'M) EAST OF A WITNESS POST.
 QO0443
 QO0443                          STATION RECOVERY (2014)
 QO0443
 QO0443'RECOVERY NOTE BY MN DEPT OF TRANSP 2014 (VRS)
 QO0443'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 QO0441 ***********************************************************************
 QO0441  DESIGNATION -  0205 D
 QO0441  PID         -  QO0441
 QO0441  STATE/COUNTY-  MN/ANOKA
 QO0441  COUNTRY     -  US
 QO0441  USGS QUAD   -  COON RAPIDS (2019)
 QO0441
 QO0441                         *CURRENT SURVEY CONTROL
 QO0441  ______________________________________________________________________
 QO0441* NAD 83(2011) POSITION- 45 07 33.38412(N) 093 15 54.22265(W)   ADJUSTED
 QO0441* NAD 83(2011) ELLIP HT-   243.450 (meters)        (07/18/16)   ADJUSTED
 QO0441* NAD 83(2011) EPOCH   -  2010.00
 QO0441* NAVD 88 ORTHO HEIGHT -   270.832 (meters)      888.55  (feet) ADJUSTED
 QO0441  ______________________________________________________________________
 QO0441  GEOID HEIGHT    -        -27.386 (meters)                     GEOID18
 QO0441  NAD 83(2011) X  -   -256,745.973 (meters)                     COMP
 QO0441  NAD 83(2011) Y  - -4,500,537.589 (meters)                     COMP
 QO0441  NAD 83(2011) Z  -  4,497,406.781 (meters)                     COMP
 QO0441  LAPLACE CORR    -          2.15  (seconds)                    DEFLEC18
 QO0441  DYNAMIC HEIGHT  -        270.828 (meters)      888.54  (feet) COMP
 QO0441  MODELED GRAVITY -    980,594.2   (mgal)                       NAVD 88
 QO0441
 QO0441  VERT ORDER      -  FIRST     CLASS I
 QO0441
 QO0441  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 QO0441  Standards:
 QO0441         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 QO0441            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 QO0441  -------------------------------------------------------------------
 QO0441  NETWORK    0.48   1.18           0.23   0.14   0.60      0.01363199
 QO0441  -------------------------------------------------------------------
 QO0441  Click here for local accuracies and other accuracy information.
 QO0441
 QO0441.The horizontal coordinates were established by GPS observations
 QO0441.and adjusted by the MN DEPT OF TRANSP in July 2016.
 QO0441
 QO0441.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 QO0441.been affixed to the stable North American tectonic plate. See 
 QO0441.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 QO0441
 QO0441.The horizontal coordinates are valid at the epoch date displayed above
 QO0441.which is a decimal equivalence of Year/Month/Day.
 QO0441
 QO0441.The orthometric height was determined by differential leveling and
 QO0441.adjusted by the NATIONAL GEODETIC SURVEY
 QO0441.in June 1991.
 QO0441
 QO0441.Significant digits in the geoid height do not necessarily reflect accuracy.
 QO0441.GEOID18 height accuracy estimate available here.
 QO0441
 QO0441.Click photographs - Photos may exist for this station.
 QO0441
 QO0441.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 QO0441
 QO0441.The Laplace correction was computed from DEFLEC18 derived deflections.
 QO0441
 QO0441.The ellipsoidal height was determined by GPS observations
 QO0441.and is referenced to NAD 83.
 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. The following values were computed from the NAD 83(2011) position.
 QO0441
 QO0441;                    North         East     Units Scale Factor Converg.
 QO0441;SPC MN S     -   336,482.375   857,818.610   MT  0.99998144   +0 30 54.5
 QO0441;SPC MN S     - 1,103,942.59  2,814,359.89   sFT  0.99998144   +0 30 54.5
 QO0441;UTM  15      - 4,996,975.066   479,154.888   MT  0.99960534   -0 11 16.2
 QO0441
 QO0441!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QO0441!SPC MN S     -   0.99996183  x   0.99998144  =   0.99994327
 QO0441!UTM  15      -   0.99996183  x   0.99960534  =   0.99956719
 QO0441
 QO0441_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK7915496975(NAD 83)
 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
 QO0441.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QO0441.See file dsdata.pdf to determine how the superseded data were derived.
 QO0441
 QO0441_MARKER: DB = BENCH MARK DISK
 QO0441_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 QO0441_STAMPING: 0205 D 1968
 QO0441_MARK LOGO: MNHD
 QO0441_PROJECTION: RECESSED 30 CENTIMETERS
 QO0441_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 QO0441_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QO0441_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QO0441+SATELLITE: SATELLITE OBSERVATIONS - April 15, 2016
 QO0441
 QO0441  HISTORY     - Date     Condition        Report By
 QO0441  HISTORY     - 19680401 MONUMENTED       MNHD
 QO0441  HISTORY     - 1970     GOOD             NGS
 QO0441  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 QO0441  HISTORY     - 20140825 GOOD             MNDT
 QO0441  HISTORY     - 20160415 GOOD             MNDT
 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.
 QO0441
 QO0441                          STATION RECOVERY (2014)
 QO0441
 QO0441'RECOVERY NOTE BY MN DEPT OF TRANSP 2014 (VRS)
 QO0441'THE STATION IS LOCATED ABOUT 6.7 MI (10.8 KM) EAST OF OSSEO, 5.8 MI
 QO0441'(9.3 KM) WEST-SOUTHWEST OF CIRCLE PINES AND 5.2 MI (8.4 KM) NORTHWEST
 QO0441'OF NEW BRIGHTON.
 QO0441'
 QO0441'TO REACH THE MARK AT TRUNK HIGHWAY 47 MILE POINT 11.65, 0.1 MI (0.2
 QO0441'KM) NORTH OF THE JUNCTION OF TRUNK HIGHWAY 47 AND COUNTY ROAD 132.
 QO0441'
 QO0441'THE MARK IS LOCATED 23 FT (7.0 M) WEST-SOUTHWEST OF NORTHBOUND TRUNK
 QO0441'HIGHWAY 47, 10 FT (3.0 M) NORTH OF END OF CONCRETE MEDIAN, 9.0 FT (2.7
 QO0441'M) WEST OF CURB ON WEST SIDE OF NORTHBOUND TRUNK HIGHWAY 47, 32.0 FT
 QO0441'(9.8 M) EAST-NORTHEAST OF SOUTHBOUND TRUNK HIGHWAY 47, 1.0 FT (0.3 M)
 QO0441'NORTH-NORTHWEST OF A WITNESS POST.
 QO0441
 QO0441                          STATION RECOVERY (2016)
 QO0441
 QO0441'RECOVERY NOTE BY MN DEPT OF TRANSP 2016 (MXT)
 QO0441'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 QO0439 ***********************************************************************
 QO0439  DESIGNATION -  0205 F
 QO0439  PID         -  QO0439
 QO0439  STATE/COUNTY-  MN/ANOKA
 QO0439  COUNTRY     -  US
 QO0439  USGS QUAD   -  MINNEAPOLIS NORTH (2019)
 QO0439
 QO0439                         *CURRENT SURVEY CONTROL
 QO0439  ______________________________________________________________________
 QO0439* NAD 83(1986) POSITION- 45 06 57.26   (N) 093 15 49.40   (W)   HD_HELD1
 QO0439* NAVD 88 ORTHO HEIGHT -   267.336 (meters)      877.08  (feet) ADJUSTED
 QO0439  ______________________________________________________________________
 QO0439  GEOID HEIGHT    -        -27.350 (meters)                     GEOID18
 QO0439  DYNAMIC HEIGHT  -        267.332 (meters)      877.07  (feet) COMP
 QO0439  MODELED GRAVITY -    980,595.8   (mgal)                       NAVD 88
 QO0439
 QO0439  VERT ORDER      -  SECOND    CLASS I
 QO0439
 QO0439.The horizontal coordinates were determined by differentially corrected
 QO0439.hand held GPS observations or other comparable positioning techniques
 QO0439.and have an estimated accuracy of +/- 3 meters.
 QO0439
 QO0439.The orthometric height was determined by differential leveling and
 QO0439.adjusted by the NATIONAL GEODETIC SURVEY
 QO0439.in September 2016.
 QO0439
 QO0439.Significant digits in the geoid height do not necessarily reflect accuracy.
 QO0439.GEOID18 height accuracy estimate available here.
 QO0439
 QO0439.Click photographs - Photos may exist for this station.
 QO0439
 QO0439.The dynamic height is computed by dividing the NAVD 88
 QO0439.geopotential number by the normal gravity value computed on the
 QO0439.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QO0439.degrees latitude (g = 980.6199 gals.).
 QO0439
 QO0439.The modeled gravity was interpolated from observed gravity values.
 QO0439
 QO0439;                    North         East    Units  Estimated Accuracy
 QO0439;SPC MN S     -   335,368.2     857,934.0     MT  (+/- 3 meters HH1 GPS) 
 QO0439
 QO0439_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK7925695859(NAD 83)
 QO0439
 QO0439                          SUPERSEDED SURVEY CONTROL
 QO0439
 QO0439  NAVD 88 (06/15/91)  267.341  (m)          877.10   (f) SUPERSEDED  1 1
 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
 QO0439.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QO0439.See file dsdata.pdf to determine how the superseded data were derived.
 QO0439
 QO0439_MARKER: DB = BENCH MARK DISK
 QO0439_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 QO0439_STAMPING: 0205 F 1968
 QO0439_MARK LOGO: MNHD
 QO0439_PROJECTION: RECESSED 30 CENTIMETERS
 QO0439_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 QO0439_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QO0439_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QO0439+SATELLITE: SATELLITE OBSERVATIONS - August 25, 2014
 QO0439
 QO0439  HISTORY     - Date     Condition        Report By
 QO0439  HISTORY     - 19680401 MONUMENTED       MNHD
 QO0439  HISTORY     - 1970     GOOD             NGS
 QO0439  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 QO0439  HISTORY     - 20140825 GOOD             MNDT
 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.
 QO0439
 QO0439                          STATION RECOVERY (2014)
 QO0439
 QO0439'RECOVERY NOTE BY MN DEPT OF TRANSP 2014 (VRS)
 QO0439'THE STATION IS LOCATED ABOUT 6.8 MI (10.9 KM) EAST OF OSSEO, 5.9 MI
 QO0439'(9.5 KM) WEST-SOUTHWEST OF CIRCLE PINES AND 4.6 MI (7.4 KM) NORTHWEST
 QO0439'OF NEW BRIGHTON.
 QO0439'
 QO0439'TO REACH THE MARK AT THE JUNCTION OF TRUNK HIGHWAY 47 AND 81ST AVENUE
 QO0439'IN FRIDLEY, AT TRUNK HIGHWAY 47 MILE POINT 10.9.
 QO0439'
 QO0439'THE MARK IS LOCATED 270.0 FT (82.3 M) NORTH OF 81ST AVENUE, 43.2 FT
 QO0439'(13.2 M) WEST OF NORTHBOUND TRUNK HIGHWAY 47, 42.0 FT (12.8 M) EAST OF
 QO0439'SOUTHBOUND TRUNK HIGHWAY 47, IN TRUNK HIGHWAY 47 MEDIAN, 1.0 FT (0.3
 QO0439'M) SOUTH OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 QO0438 ***********************************************************************
 QO0438  DESIGNATION -  0205 G
 QO0438  PID         -  QO0438
 QO0438  STATE/COUNTY-  MN/ANOKA
 QO0438  COUNTRY     -  US
 QO0438  USGS QUAD   -  MINNEAPOLIS NORTH (2019)
 QO0438
 QO0438                         *CURRENT SURVEY CONTROL
 QO0438  ______________________________________________________________________
 QO0438* NAD 83(2011) POSITION- 45 06 27.83143(N) 093 15 49.41954(W)   ADJUSTED
 QO0438* NAD 83(2011) ELLIP HT-   237.903 (meters)        (07/18/16)   ADJUSTED
 QO0438* NAD 83(2011) EPOCH   -  2010.00
 QO0438* NAVD 88 ORTHO HEIGHT -   265.238 (meters)      870.20  (feet) ADJUSTED
 QO0438  ______________________________________________________________________
 QO0438  GEOID HEIGHT    -        -27.323 (meters)                     GEOID18
 QO0438  NAD 83(2011) X  -   -256,722.585 (meters)                     COMP
 QO0438  NAD 83(2011) Y  - -4,501,971.238 (meters)                     COMP
 QO0438  NAD 83(2011) Z  -  4,495,974.781 (meters)                     COMP
 QO0438  LAPLACE CORR    -          1.08  (seconds)                    DEFLEC18
 QO0438  DYNAMIC HEIGHT  -        265.235 (meters)      870.19  (feet) COMP
 QO0438  MODELED GRAVITY -    980,596.6   (mgal)                       NAVD 88
 QO0438
 QO0438  VERT ORDER      -  SECOND    CLASS I
 QO0438
 QO0438  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 QO0438  Standards:
 QO0438         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 QO0438            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 QO0438  -------------------------------------------------------------------
 QO0438  NETWORK    0.47   1.20           0.22   0.15   0.61      0.02775683
 QO0438  -------------------------------------------------------------------
 QO0438  Click here for local accuracies and other accuracy information.
 QO0438
 QO0438.The horizontal coordinates were established by GPS observations
 QO0438.and adjusted by the MN DEPT OF TRANSP in July 2016.
 QO0438
 QO0438.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 QO0438.been affixed to the stable North American tectonic plate. See 
 QO0438.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 QO0438
 QO0438.The horizontal coordinates are valid at the epoch date displayed above
 QO0438.which is a decimal equivalence of Year/Month/Day.
 QO0438
 QO0438.The orthometric height was determined by differential leveling and
 QO0438.adjusted by the NATIONAL GEODETIC SURVEY
 QO0438.in September 2016.
 QO0438
 QO0438.Significant digits in the geoid height do not necessarily reflect accuracy.
 QO0438.GEOID18 height accuracy estimate available here.
 QO0438
 QO0438.Click photographs - Photos may exist for this station.
 QO0438
 QO0438.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 QO0438
 QO0438.The Laplace correction was computed from DEFLEC18 derived deflections.
 QO0438
 QO0438.The ellipsoidal height was determined by GPS observations
 QO0438.and is referenced to NAD 83.
 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. The following values were computed from the NAD 83(2011) position.
 QO0438
 QO0438;                    North         East     Units Scale Factor Converg.
 QO0438;SPC MN S     -   334,459.793   857,941.797   MT  0.99997802   +0 30 57.9
 QO0438;SPC MN S     - 1,097,306.84  2,814,764.05   sFT  0.99997802   +0 30 57.9
 QO0438;UTM  15      - 4,994,951.883   479,253.216   MT  0.99960529   -0 11 12.6
 QO0438
 QO0438!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QO0438!SPC MN S     -   0.99996270  x   0.99997802  =   0.99994072
 QO0438!UTM  15      -   0.99996270  x   0.99960529  =   0.99956801
 QO0438
 QO0438_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK7925394951(NAD 83)
 QO0438
 QO0438                          SUPERSEDED SURVEY CONTROL
 QO0438
 QO0438  NAVD 88 (06/15/91)  265.241  (m)          870.21   (f) SUPERSEDED  1 1
 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
 QO0438.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QO0438.See file dsdata.pdf to determine how the superseded data were derived.
 QO0438
 QO0438_MARKER: DB = BENCH MARK DISK
 QO0438_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 QO0438_STAMPING: 0205-G 1968
 QO0438_MARK LOGO: MNHD
 QO0438_PROJECTION: RECESSED 61 CENTIMETERS
 QO0438_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 QO0438_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QO0438_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QO0438+SATELLITE: SATELLITE OBSERVATIONS - April 14, 2016
 QO0438
 QO0438  HISTORY     - Date     Condition        Report By
 QO0438  HISTORY     - 19680401 MONUMENTED       MNHD
 QO0438  HISTORY     - 1970     GOOD             NGS
 QO0438  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 QO0438  HISTORY     - 20140825 GOOD             MNDT
 QO0438  HISTORY     - 20160414 GOOD             MNDT
 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.
 QO0438
 QO0438                          STATION RECOVERY (2014)
 QO0438
 QO0438'RECOVERY NOTE BY MN DEPT OF TRANSP 2014 (MAS)
 QO0438'RECOVERED AS DESCRIBED.
 QO0438
 QO0438                          STATION RECOVERY (2016)
 QO0438
 QO0438'RECOVERY NOTE BY MN DEPT OF TRANSP 2016 (MXT)
 QO0438'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 QO0436 ***********************************************************************
 QO0436  DESIGNATION -  0205 I
 QO0436  PID         -  QO0436
 QO0436  STATE/COUNTY-  MN/ANOKA
 QO0436  COUNTRY     -  US
 QO0436  USGS QUAD   -  MINNEAPOLIS NORTH (2019)
 QO0436
 QO0436                         *CURRENT SURVEY CONTROL
 QO0436  ______________________________________________________________________
 QO0436* NAD 83(2011) POSITION- 45 05 45.22425(N) 093 15 48.69682(W)   ADJUSTED
 QO0436* NAD 83(2011) ELLIP HT-   234.321 (meters)        (07/18/16)   ADJUSTED
 QO0436* NAD 83(2011) EPOCH   -  2010.00
 QO0436* NAVD 88 ORTHO HEIGHT -   261.606 (meters)      858.29  (feet) ADJUSTED
 QO0436  ______________________________________________________________________
 QO0436  GEOID HEIGHT    -        -27.289 (meters)                     GEOID18
 QO0436  NAD 83(2011) X  -   -256,759.710 (meters)                     COMP
 QO0436  NAD 83(2011) Y  - -4,502,899.849 (meters)                     COMP
 QO0436  NAD 83(2011) Z  -  4,495,043.803 (meters)                     COMP
 QO0436  LAPLACE CORR    -          0.36  (seconds)                    DEFLEC18
 QO0436  DYNAMIC HEIGHT  -        261.603 (meters)      858.28  (feet) COMP
 QO0436  MODELED GRAVITY -    980,596.8   (mgal)                       NAVD 88
 QO0436
 QO0436  VERT ORDER      -  SECOND    CLASS I
 QO0436
 QO0436  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 QO0436  Standards:
 QO0436         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 QO0436            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 QO0436  -------------------------------------------------------------------
 QO0436  NETWORK    0.49   1.23           0.22   0.17   0.63      0.05573172
 QO0436  -------------------------------------------------------------------
 QO0436  Click here for local accuracies and other accuracy information.
 QO0436
 QO0436.The horizontal coordinates were established by GPS observations
 QO0436.and adjusted by the MN DEPT OF TRANSP in July 2016.
 QO0436
 QO0436.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 QO0436.been affixed to the stable North American tectonic plate. See 
 QO0436.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 QO0436
 QO0436.The horizontal coordinates are valid at the epoch date displayed above
 QO0436.which is a decimal equivalence of Year/Month/Day.
 QO0436
 QO0436.The orthometric height was determined by differential leveling and
 QO0436.adjusted by the NATIONAL GEODETIC SURVEY
 QO0436.in September 2016.
 QO0436
 QO0436.Significant digits in the geoid height do not necessarily reflect accuracy.
 QO0436.GEOID18 height accuracy estimate available here.
 QO0436
 QO0436.Click photographs - Photos may exist for this station.
 QO0436
 QO0436.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 QO0436
 QO0436.The Laplace correction was computed from DEFLEC18 derived deflections.
 QO0436
 QO0436.The ellipsoidal height was determined by GPS observations
 QO0436.and is referenced to NAD 83.
 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. The following values were computed from the NAD 83(2011) position.
 QO0436
 QO0436;                    North         East     Units Scale Factor Converg.
 QO0436;SPC MN S     -   333,144.715   857,969.445   MT  0.99997585   +0 30 58.4
 QO0436;SPC MN S     - 1,092,992.29  2,814,854.75   sFT  0.99997585   +0 30 58.4
 QO0436;UTM  15      - 4,993,637.053   479,264.725   MT  0.99960529   -0 11 12.0
 QO0436
 QO0436!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QO0436!SPC MN S     -   0.99996326  x   0.99997585  =   0.99993911
 QO0436!UTM  15      -   0.99996326  x   0.99960529  =   0.99956857
 QO0436
 QO0436_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK7926493637(NAD 83)
 QO0436
 QO0436                          SUPERSEDED SURVEY CONTROL
 QO0436
 QO0436  NAVD 88 (06/15/91)  261.620  (m)          858.33   (f) SUPERSEDED  1 1
 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
 QO0436.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QO0436.See file dsdata.pdf to determine how the superseded data were derived.
 QO0436
 QO0436_MARKER: DB = BENCH MARK DISK
 QO0436_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 QO0436_STAMPING: 0205 I 1968
 QO0436_MARK LOGO: MNHD
 QO0436_PROJECTION: FLUSH
 QO0436_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 QO0436_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QO0436_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QO0436+SATELLITE: SATELLITE OBSERVATIONS - April 14, 2016
 QO0436
 QO0436  HISTORY     - Date     Condition        Report By
 QO0436  HISTORY     - 19680401 MONUMENTED       MNHD
 QO0436  HISTORY     - 1970     GOOD             NGS
 QO0436  HISTORY     - 1990     GOOD             USPSQD
 QO0436  HISTORY     - 20120326 GOOD             MNDT
 QO0436  HISTORY     - 20140825 GOOD             MNDT
 QO0436  HISTORY     - 20160414 GOOD             MNDT
 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.
 QO0436
 QO0436                          STATION RECOVERY (2012)
 QO0436
 QO0436'RECOVERY NOTE BY MN DEPT OF TRANSP 2012 (KMS)
 QO0436'IN FRIDLEY, 0.20 MI (0.3 KM) NORTH ALONG TRUNK HIGHWAY 47  FROM THE
 QO0436'JUNCTION OF TRUNK HIGHWAY 47 AND 69 AVENUE IN FRIDLEY, AT TRUNK
 QO0436'HIGHWAY 47 MILE POINT 9.55, IN TRUNK HIGHWAY 47 MEDIAN, 31.7 FT (9.7
 QO0436'M) WEST OF NORTHBOUND TRUNK HIGHWAY 47, 32.0 FT (9.8 M) EAST OF
 QO0436'SOUTHBOUND TRUNK HIGHWAY 47, 1.0 FT (0.3 M) SOUTH OF A WITNESS POST.
 QO0436
 QO0436                          STATION RECOVERY (2014)
 QO0436
 QO0436'RECOVERY NOTE BY MN DEPT OF TRANSP 2014 (MAS)
 QO0436'RECOVERED AS DESCRIBED.
 QO0436
 QO0436                          STATION RECOVERY (2016)
 QO0436
 QO0436'RECOVERY NOTE BY MN DEPT OF TRANSP 2016 (AXM)
 QO0436'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 QO0434 ***********************************************************************
 QO0434  DESIGNATION -  0205 K
 QO0434  PID         -  QO0434
 QO0434  STATE/COUNTY-  MN/ANOKA
 QO0434  COUNTRY     -  US
 QO0434  USGS QUAD   -  MINNEAPOLIS NORTH (2019)
 QO0434
 QO0434                         *CURRENT SURVEY CONTROL
 QO0434  ______________________________________________________________________
 QO0434* NAD 83(1986) POSITION- 45 05 03.84   (N) 093 15 48.73   (W)   HD_HELD1
 QO0434* NAVD 88 ORTHO HEIGHT -   262.148 (meters)      860.06  (feet) ADJUSTED
 QO0434  ______________________________________________________________________
 QO0434  GEOID HEIGHT    -        -27.261 (meters)                     GEOID18
 QO0434  DYNAMIC HEIGHT  -        262.145 (meters)      860.05  (feet) COMP
 QO0434  MODELED GRAVITY -    980,596.4   (mgal)                       NAVD 88
 QO0434
 QO0434  VERT ORDER      -  FIRST     CLASS I
 QO0434
 QO0434.The horizontal coordinates were determined by differentially corrected
 QO0434.hand held GPS observations or other comparable positioning techniques
 QO0434.and have an estimated accuracy of +/- 3 meters.
 QO0434
 QO0434.The orthometric height was determined by differential leveling and
 QO0434.adjusted by the NATIONAL GEODETIC SURVEY
 QO0434.in June 1991.
 QO0434
 QO0434.Significant digits in the geoid height do not necessarily reflect accuracy.
 QO0434.GEOID18 height accuracy estimate available here.
 QO0434
 QO0434.Click photographs - Photos may exist for this station.
 QO0434
 QO0434.The dynamic height is computed by dividing the NAVD 88
 QO0434.geopotential number by the normal gravity value computed on the
 QO0434.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QO0434.degrees latitude (g = 980.6199 gals.).
 QO0434
 QO0434.The modeled gravity was interpolated from observed gravity values.
 QO0434
 QO0434;                    North         East    Units  Estimated Accuracy
 QO0434;SPC MN S     -   331,867.2     857,980.2     MT  (+/- 3 meters HH1 GPS) 
 QO0434
 QO0434_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK7925992360(NAD 83)
 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
 QO0434.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QO0434.See file dsdata.pdf to determine how the superseded data were derived.
 QO0434
 QO0434_MARKER: DB = BENCH MARK DISK
 QO0434_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 QO0434_STAMPING: 0205-K 1968
 QO0434_MARK LOGO: MNHD
 QO0434_PROJECTION: RECESSED 8 CENTIMETERS
 QO0434_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 QO0434_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QO0434_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 QO0434+SATELLITE: SATELLITE OBSERVATIONS - August 25, 2014
 QO0434
 QO0434  HISTORY     - Date     Condition        Report By
 QO0434  HISTORY     - 1968     MONUMENTED       MNHD
 QO0434  HISTORY     - 1970     GOOD             NGS
 QO0434  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 QO0434  HISTORY     - 20140825 GOOD             MNDT
 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.
 QO0434
 QO0434                          STATION RECOVERY (2014)
 QO0434
 QO0434'RECOVERY NOTE BY MN DEPT OF TRANSP 2014 (MAS)
 QO0434'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 QO0430 ***********************************************************************
 QO0430  DESIGNATION -  0205 L
 QO0430  PID         -  QO0430
 QO0430  STATE/COUNTY-  MN/ANOKA
 QO0430  COUNTRY     -  US
 QO0430  USGS QUAD   -  MINNEAPOLIS NORTH (2019)
 QO0430
 QO0430                         *CURRENT SURVEY CONTROL
 QO0430  ______________________________________________________________________
 QO0430* NAD 83(2011) POSITION- 45 04 37.66192(N) 093 15 48.62989(W)   ADJUSTED
 QO0430* NAD 83(2011) ELLIP HT-   231.415 (meters)        (07/18/16)   ADJUSTED
 QO0430* NAD 83(2011) EPOCH   -  2010.00
 QO0430* NAVD 88 ORTHO HEIGHT -   258.653 (meters)      848.60  (feet) ADJUSTED
 QO0430  ______________________________________________________________________
 QO0430  GEOID HEIGHT    -        -27.245 (meters)                     GEOID18
 QO0430  NAD 83(2011) X  -   -256,842.219 (meters)                     COMP
 QO0430  NAD 83(2011) Y  - -4,504,372.564 (meters)                     COMP
 QO0430  NAD 83(2011) Z  -  4,493,569.123 (meters)                     COMP
 QO0430  LAPLACE CORR    -         -0.53  (seconds)                    DEFLEC18
 QO0430  DYNAMIC HEIGHT  -        258.650 (meters)      848.59  (feet) COMP
 QO0430  MODELED GRAVITY -    980,595.9   (mgal)                       NAVD 88
 QO0430
 QO0430  VERT ORDER      -  SECOND    CLASS I
 QO0430
 QO0430  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 QO0430  Standards:
 QO0430         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 QO0430            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 QO0430  -------------------------------------------------------------------
 QO0430  NETWORK    0.64   1.59           0.28   0.24   0.81      0.05542869
 QO0430  -------------------------------------------------------------------
 QO0430  Click here for local accuracies and other accuracy information.
 QO0430
 QO0430.The horizontal coordinates were established by GPS observations
 QO0430.and adjusted by the MN DEPT OF TRANSP in July 2016.
 QO0430
 QO0430.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 QO0430.been affixed to the stable North American tectonic plate. See 
 QO0430.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 QO0430
 QO0430.The horizontal coordinates are valid at the epoch date displayed above
 QO0430.which is a decimal equivalence of Year/Month/Day.
 QO0430
 QO0430.The orthometric height was determined by differential leveling and
 QO0430.adjusted by the NATIONAL GEODETIC SURVEY
 QO0430.in September 2016.
 QO0430
 QO0430.Significant digits in the geoid height do not necessarily reflect accuracy.
 QO0430.GEOID18 height accuracy estimate available here.
 QO0430
 QO0430.Click photographs - Photos may exist for this station.
 QO0430
 QO0430.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 QO0430
 QO0430.The Laplace correction was computed from DEFLEC18 derived deflections.
 QO0430
 QO0430.The ellipsoidal height was determined by GPS observations
 QO0430.and is referenced to NAD 83.
 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. The following values were computed from the NAD 83(2011) position.
 QO0430
 QO0430;                    North         East     Units Scale Factor Converg.
 QO0430;SPC MN S     -   331,059.190   857,989.699   MT  0.99997250   +0 30 58.4
 QO0430;SPC MN S     - 1,086,150.03  2,814,921.20   sFT  0.99997250   +0 30 58.4
 QO0430;UTM  15      - 4,991,552.206   479,259.397   MT  0.99960529   -0 11 11.7
 QO0430
 QO0430!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QO0430!SPC MN S     -   0.99996372  x   0.99997250  =   0.99993622
 QO0430!UTM  15      -   0.99996372  x   0.99960529  =   0.99956902
 QO0430
 QO0430_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK7925991552(NAD 83)
 QO0430
 QO0430                          SUPERSEDED SURVEY CONTROL
 QO0430
 QO0430  NAVD 88 (06/15/91)  258.657  (m)          848.61   (f) SUPERSEDED  2 0
 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
 QO0430.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QO0430.See file dsdata.pdf to determine how the superseded data were derived.
 QO0430
 QO0430_MARKER: DB = BENCH MARK DISK
 QO0430_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 QO0430_STAMPING: 0205-L 1968
 QO0430_MARK LOGO: MNHD
 QO0430_PROJECTION: RECESSED 18 CENTIMETERS
 QO0430_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 QO0430_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QO0430_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QO0430+SATELLITE: SATELLITE OBSERVATIONS - April 14, 2016
 QO0430
 QO0430  HISTORY     - Date     Condition        Report By
 QO0430  HISTORY     - 19680401 MONUMENTED       MNHD
 QO0430  HISTORY     - 1970     GOOD             MNDT
 QO0430  HISTORY     - 20070510 GOOD             MNDT
 QO0430  HISTORY     - 20140825 GOOD             MNDT
 QO0430  HISTORY     - 20160414 GOOD             MNDT
 QO0430
 QO0430                          STATION DESCRIPTION
 QO0430
 QO0430'DESCRIBED BY MN DEPT OF TRANSP 1970
 QO0430'IN FRIDLEY.
 QO0430'STD. DISK IN A PRECAST CONC. POST IN THE N 1/2 OF THE NW 1/4 OF
 QO0430'SECTION 23 IN CENTER MEDIAN ON THE NORTH PROJECTED CURB LINE OF 60TH
 QO0430'AVE NE 16 FT. NW OF CENTER OF CATCH BASIN ON EAST SIDE OF MEDIAN 19
 QO0430'FT. WNW OF MANHOLE IN THE CENTER OF THE WEST 1/2 OF THE NORTHBOUND
 QO0430'LANE 0.5 FT BELOW GROUND.  SECTION 23, T30N, R 24W.
 QO0430
 QO0430                          STATION RECOVERY (2007)
 QO0430
 QO0430'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (DH)
 QO0430'THE MARK IS LOCATED ABOUT 7.4 MI (11.9 KM) SOUTHWEST OF CIRCLE PINES,
 QO0430'6.7 MI (10.8 KM) NORTH OF MINNEAPOLIS AND 3.1 MI (5.0 KM)
 QO0430'WEST-NORTHWEST OF NEW BRIGHTON.
 QO0430
 QO0430                          STATION RECOVERY (2014)
 QO0430
 QO0430'RECOVERY NOTE BY MN DEPT OF TRANSP 2014 (MAS)
 QO0430'THE STATION IS LOCATED ABOUT 7.4 MI (11.9 KM) SOUTHWEST OF CIRCLE
 QO0430'PINES, 6.7 MI (10.8 KM) NORTH OF MINNEAPOLIS AND 3.1 MI (5.0 KM)
 QO0430'WEST-NORTHWEST OF NEW BRIGHTON.
 QO0430'
 QO0430'TO REACH THE MARK GO 0.6 MI (1.0 KM) NORTH ALONG TRUNK HIGHWAY 47
 QO0430'FROM THE JUNCTION OF TRUNK HIGHWAY 47 AND INTERSTATE HIGHWAY 694 IN
 QO0430'FRIDLEY, AT TRUNK HIGHWAY 47 MILE POINT 8.25.
 QO0430'
 QO0430'THE MARK IS LOCATED 21.9 FT (6.7 M) WEST OF NORTHBOUND TRUNK HIGHWAY
 QO0430'47, 21.8 FT (6.6 M) EAST OF SOUTHBOUND TRUNK HIGHWAY 47, 1.0 FT (0.3
 QO0430'M) SOUTH OF A WITNESS POST.
 QO0430
 QO0430                          STATION RECOVERY (2016)
 QO0430
 QO0430'RECOVERY NOTE BY MN DEPT OF TRANSP 2016 (JXM)
 QO0430'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 QO2076 ***********************************************************************
 QO2076  DESIGNATION -  0205 M
 QO2076  PID         -  QO2076
 QO2076  STATE/COUNTY-  MN/ANOKA
 QO2076  COUNTRY     -  US
 QO2076  USGS QUAD   -  MINNEAPOLIS NORTH (2019)
 QO2076
 QO2076                         *CURRENT SURVEY CONTROL
 QO2076  ______________________________________________________________________
 QO2076* NAD 83(1986) POSITION- 45 02 26.66   (N) 093 15 48.39   (W)   HD_HELD1
 QO2076* NAVD 88 ORTHO HEIGHT -   280.219 (meters)      919.35  (feet) ADJUSTED
 QO2076  ______________________________________________________________________
 QO2076  GEOID HEIGHT    -        -27.190 (meters)                     GEOID18
 QO2076  DYNAMIC HEIGHT  -        280.214 (meters)      919.34  (feet) COMP
 QO2076  MODELED GRAVITY -    980,590.0   (mgal)                       NAVD 88
 QO2076
 QO2076  VERT ORDER      -  SECOND    CLASS II
 QO2076
 QO2076.The horizontal coordinates were determined by differentially corrected
 QO2076.hand held GPS observations or other comparable positioning techniques
 QO2076.and have an estimated accuracy of +/- 3 meters.
 QO2076
 QO2076.The orthometric height was determined by differential leveling and
 QO2076.adjusted by the NATIONAL GEODETIC SURVEY
 QO2076.in June 1991.
 QO2076
 QO2076.Significant digits in the geoid height do not necessarily reflect accuracy.
 QO2076.GEOID18 height accuracy estimate available here.
 QO2076
 QO2076.Click photographs - Photos may exist for this station.
 QO2076
 QO2076.The dynamic height is computed by dividing the NAVD 88
 QO2076.geopotential number by the normal gravity value computed on the
 QO2076.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QO2076.degrees latitude (g = 980.6199 gals.).
 QO2076
 QO2076.The modeled gravity was interpolated from observed gravity values.
 QO2076
 QO2076;                    North         East    Units  Estimated Accuracy
 QO2076;SPC MN S     -   327,015.5     858,031.4     MT  (+/- 3 meters HH1 GPS) 
 QO2076
 QO2076_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK7925187509(NAD 83)
 QO2076
 QO2076                          SUPERSEDED SURVEY CONTROL
 QO2076
 QO2076.No superseded survey control is available for this station.
 QO2076
 QO2076_MARKER: DV = VERTICAL CONTROL DISK
 QO2076_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 QO2076_STAMPING: 0205 M 1979
 QO2076_MARK LOGO: MNHD
 QO2076_PROJECTION: RECESSED 5 CENTIMETERS
 QO2076_MAGNETIC: I = MARKER IS A STEEL ROD
 QO2076_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QO2076_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 QO2076+SATELLITE: SATELLITE OBSERVATIONS - August 25, 2014
 QO2076
 QO2076  HISTORY     - Date     Condition        Report By
 QO2076  HISTORY     - 1979     MONUMENTED       MNHD
 QO2076  HISTORY     - 1980     GOOD             MNDT
 QO2076  HISTORY     - 20060531 GOOD             MNDT
 QO2076  HISTORY     - 20140825 GOOD             MNDT
 QO2076
 QO2076                          STATION DESCRIPTION
 QO2076
 QO2076'DESCRIBED BY MN HIGHWAY DEPT 1979
 QO2076'THE MARK IS LOCATED IN THE TOWN OF COLUMBIA HEIGHTS, IN THE SOUTHWEST
 QO2076'1/4 OF SECTION 35, T30N, R24W, IN THE SOUTHWEST QUADRANT OF THE
 QO2076'INTERSECTION OF TRUNK HIGHWAY 47 (UNIVERSITY AVENUE) AND 40TH AVENUE
 QO2076'NORTHEAST, 1.95 MILES SOUTH ALONG TRUNK HIGHWAY 47 FROM ITS JUNCTION
 QO2076'WITH INTERSTATE HIGHWAY 694 IN FRIDLEY.  THE MARK, A STANDARD MNDT
 QO2076'VERTICAL CONTROL MONUMENT DISK STAMPED---0205 M 1979---, IS SET ON TOP
 QO2076'OF 8 FEET OF COPPER-CLAD STEEL (MAGNETIC) ROD WITH 4 INCHES OF STEEL
 QO2076'SIGN POST BOLTED TO THE BOTTOM AND SET IN 8 INCHES OF CONCRETE IN A 6
 QO2076'INCH DIAMETER HOLE THAT IS FLUSH WITH THE SURFACE OF THE GROUND AND
 QO2076'ABOUT LEVEL WITH THE CENTERLINE OF THE SOUTHBOUND LANE OF TRUNK
 QO2076'HIGHWAY 47.  IT IS 91 FEET WEST OF THE CENTERLINE OF THE SOUTHBOUND
 QO2076'LANE OF TRUNK HIGHWAY 47 AT MILEPOINT 5.7, 78 FEET SOUTH OF THE
 QO2076'CENTELINE OF 40TH AVENUE NORTHEAST, 53 FEET SOUTHWEST OF A POWER POLE,
 QO2076'6 FEET EAST OF A CHAIN LINK FENCE, AND 1.0 FOOT EAST OF A STEEL
 QO2076'WITNESS POST.
 QO2076
 QO2076                          STATION RECOVERY (1980)
 QO2076
 QO2076'RECOVERY NOTE BY MN DEPT OF TRANSP 1980
 QO2076'RECOVERED IN GOOD CONDITION.
 QO2076
 QO2076                          STATION RECOVERY (2006)
 QO2076
 QO2076'RECOVERY NOTE BY MN DEPT OF TRANSP 2006 (GJF)
 QO2076'IN COLUMBIA HEIGHTS, AT TRUNK HIGHWAY 47 MILEPOINT 5.7, 1.95 MILES
 QO2076'SOUTH OF JUNCTION OF TRUNK HIGHWAY 47 AND INTERSTATE HIGHWAY 694, 91
 QO2076'FEET WEST OF SOUTH-BOUND TRUNK HIGHWAY 47, 78 FEET SOUTH OF 40TH
 QO2076'AVENUE NORTHEAST, 53 FEET SOUTHWEST OF POWER POLE, 16.5 FEET SOUTHWEST
 QO2076'OF 18 INCH ASS TREE, 6 FEET EAST OF FENCE. CH ASS TREE, 6 FEET EAST OF
 QO2076'FENCE.
 QO2076
 QO2076                          STATION RECOVERY (2014)
 QO2076
 QO2076'RECOVERY NOTE BY MN DEPT OF TRANSP 2014 (VRS)
 QO2076'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 QO2077 ***********************************************************************
 QO2077  DESIGNATION -  0205 N
 QO2077  PID         -  QO2077
 QO2077  STATE/COUNTY-  MN/ANOKA
 QO2077  COUNTRY     -  US
 QO2077  USGS QUAD   -  MINNEAPOLIS NORTH (2019)
 QO2077
 QO2077                         *CURRENT SURVEY CONTROL
 QO2077  ______________________________________________________________________
 QO2077* NAD 83(1986) POSITION- 45 02 52.60   (N) 093 15 48.43   (W)   HD_HELD1
 QO2077* NAVD 88 ORTHO HEIGHT -   272.622 (meters)      894.43  (feet) ADJUSTED
 QO2077  ______________________________________________________________________
 QO2077  GEOID HEIGHT    -        -27.198 (meters)                     GEOID18
 QO2077  DYNAMIC HEIGHT  -        272.617 (meters)      894.41  (feet) COMP
 QO2077  MODELED GRAVITY -    980,591.5   (mgal)                       NAVD 88
 QO2077
 QO2077  VERT ORDER      -  SECOND    CLASS II
 QO2077
 QO2077.The horizontal coordinates were determined by differentially corrected
 QO2077.hand held GPS observations or other comparable positioning techniques
 QO2077.and have an estimated accuracy of +/- 3 meters.
 QO2077
 QO2077.The orthometric height was determined by differential leveling and
 QO2077.adjusted by the NATIONAL GEODETIC SURVEY
 QO2077.in June 1991.
 QO2077
 QO2077.Significant digits in the geoid height do not necessarily reflect accuracy.
 QO2077.GEOID18 height accuracy estimate available here.
 QO2077
 QO2077.Click photographs - Photos may exist for this station.
 QO2077
 QO2077.The dynamic height is computed by dividing the NAVD 88
 QO2077.geopotential number by the normal gravity value computed on the
 QO2077.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QO2077.degrees latitude (g = 980.6199 gals.).
 QO2077
 QO2077.The modeled gravity was interpolated from observed gravity values.
 QO2077
 QO2077;                    North         East    Units  Estimated Accuracy
 QO2077;SPC MN S     -   327,816.2     858,023.3     MT  (+/- 3 meters HH1 GPS) 
 QO2077
 QO2077_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK7925388310(NAD 83)
 QO2077
 QO2077                          SUPERSEDED SURVEY CONTROL
 QO2077
 QO2077.No superseded survey control is available for this station.
 QO2077
 QO2077_MARKER: DV = VERTICAL CONTROL DISK
 QO2077_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 QO2077_STAMPING: 0205 N 1979
 QO2077_MARK LOGO: MNHD
 QO2077_PROJECTION: FLUSH
 QO2077_MAGNETIC: I = MARKER IS A STEEL ROD
 QO2077_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QO2077_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 QO2077+SATELLITE: SATELLITE OBSERVATIONS - August 25, 2014
 QO2077
 QO2077  HISTORY     - Date     Condition        Report By
 QO2077  HISTORY     - 1979     MONUMENTED       MNHD
 QO2077  HISTORY     - 20140825 GOOD             MNDT
 QO2077
 QO2077                          STATION DESCRIPTION
 QO2077
 QO2077'DESCRIBED BY MN HIGHWAY DEPT 1979
 QO2077'THE MARK IS LOCATED IN THE TOWN OF COLUMBIA HEIGHTS, IN THE NORTHWEST
 QO2077'1/4 OF SECTION 35, T30N, R24W, IN THE SOUTHWEST QUADRANT OF THE
 QO2077'INTERSECTION OF TRUNK HIGHWAY 47 (UNIVERSITY AVENUE) AND 44TH AVENUE
 QO2077'NORTHEAST, 1.4 MILES SOUTH ALONG TRUNK HIGHWAY 47 FROM ITS JUNCTION
 QO2077'WITH INTERSTATE HIGHWAY 694 IN FRIDLEY.  THE MARK, A STANDARD MNDT
 QO2077'VERTICAL CONTROL MONUMENT DISK STAMPED---0205 N 1979---, IS SET ON TOP
 QO2077'OF 8 FEET OF COPPER-CLAD STEEL (MAGNETIC) ROD WITH 4 INCHES OF STEEL
 QO2077'SIGN POST BOLTED TO THE BOTTOM AND SET IN 8 INCHES OF CONCRETE IN A 6
 QO2077'INCH DIAMETER HOLE THAT IS FLUSH WITH THE SURFACE OF THE GROUND AND
 QO2077'ABOUT 1 FOOT ABOVE THE LEVEL OF THE CENTERLINE OF THE SOUTHBOUND LANE
 QO2077'OF HIGHWAY 47.  IT IS 52 FEET WEST OF THE CENTERLINE OF THE SOUTHBOUND
 QO2077'LANE OF HIGHWAY 47 AT MILEPOINT 6.25, 90 FEET SOUTH OF THE CENTERLINE
 QO2077'OF 44TH AVENUE NORTHEAST, 23 FEET EAST OF A CHAIN LINK FENCE, 9 FEET
 QO2077'EAST OF A GUY POLE, AND 1.0 FOOT EAST OF A STEEL WITNESS POST.
 QO2077
 QO2077                          STATION RECOVERY (2014)
 QO2077
 QO2077'RECOVERY NOTE BY MN DEPT OF TRANSP 2014 (VRS)
 QO2077'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 QO2078 ***********************************************************************
 QO2078  DESIGNATION -  0205 P
 QO2078  PID         -  QO2078
 QO2078  STATE/COUNTY-  MN/ANOKA
 QO2078  COUNTRY     -  US
 QO2078  USGS QUAD   -  MINNEAPOLIS NORTH (2019)
 QO2078
 QO2078                         *CURRENT SURVEY CONTROL
 QO2078  ______________________________________________________________________
 QO2078* NAD 83(1986) POSITION- 45 03 19.40   (N) 093 15 48.35   (W)   HD_HELD1
 QO2078* NAVD 88 ORTHO HEIGHT -   256.390 (meters)      841.17  (feet) ADJUSTED
 QO2078  ______________________________________________________________________
 QO2078  GEOID HEIGHT    -        -27.207 (meters)                     GEOID18
 QO2078  DYNAMIC HEIGHT  -        256.386 (meters)      841.16  (feet) COMP
 QO2078  MODELED GRAVITY -    980,592.9   (mgal)                       NAVD 88
 QO2078
 QO2078  VERT ORDER      -  SECOND    CLASS II
 QO2078
 QO2078.The horizontal coordinates were determined by differentially corrected
 QO2078.hand held GPS observations or other comparable positioning techniques
 QO2078.and have an estimated accuracy of +/- 3 meters.
 QO2078
 QO2078.The orthometric height was determined by differential leveling and
 QO2078.adjusted by the NATIONAL GEODETIC SURVEY
 QO2078.in June 1991.
 QO2078
 QO2078.Significant digits in the geoid height do not necessarily reflect accuracy.
 QO2078.GEOID18 height accuracy estimate available here.
 QO2078
 QO2078.Click photographs - Photos may exist for this station.
 QO2078
 QO2078.The dynamic height is computed by dividing the NAVD 88
 QO2078.geopotential number by the normal gravity value computed on the
 QO2078.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QO2078.degrees latitude (g = 980.6199 gals.).
 QO2078
 QO2078.The modeled gravity was interpolated from observed gravity values.
 QO2078
 QO2078;                    North         East    Units  Estimated Accuracy
 QO2078;SPC MN S     -   328,643.4     858,017.6     MT  (+/- 3 meters HH1 GPS) 
 QO2078
 QO2078_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK7925789137(NAD 83)
 QO2078
 QO2078                          SUPERSEDED SURVEY CONTROL
 QO2078
 QO2078.No superseded survey control is available for this station.
 QO2078
 QO2078_MARKER: DV = VERTICAL CONTROL DISK
 QO2078_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 QO2078_STAMPING: 0205 P 1979
 QO2078_MARK LOGO: MNHD
 QO2078_PROJECTION: RECESSED 25 CENTIMETERS
 QO2078_MAGNETIC: I = MARKER IS A STEEL ROD
 QO2078_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QO2078_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 QO2078+SATELLITE: SATELLITE OBSERVATIONS - March 26, 2012
 QO2078
 QO2078  HISTORY     - Date     Condition        Report By
 QO2078  HISTORY     - 19790301 MONUMENTED       MNHD
 QO2078  HISTORY     - 20070510 GOOD             MNDT
 QO2078  HISTORY     - 20120326 GOOD             MNDT
 QO2078
 QO2078                          STATION DESCRIPTION
 QO2078
 QO2078'DESCRIBED BY MN HIGHWAY DEPT 1979
 QO2078'IN COLUMBIA HEIGHTS.
 QO2078'THE MARK IS LOCATED IN THE TOWN OF COLUMBIA HEIGHTS, IN THE SW 1/4 OF
 QO2078'SECTION 26, T30N, R24W, 0.9 MILE SOUTH ALONG TRUNK HIGHWAY 47
 QO2078'(UNIVERSITY AVENUE) FROM ITS JUNCTION WITH INTERSTATE HIGHWAY 94 IN
 QO2078'FRIDLEY TO 48TH AVENUE NORTHEAST.  THE MARK, A STANDARD MNDT VERTICAL
 QO2078'CONTROL MONUMENT DISK STAMPED---0205 P 1979---, IS SET ON TOP OF 8
 QO2078'FEET OF COPPER-CLAD STEEL (MAGNETIC) ROD WITH 4 INCHES OF STEEL SIGN
 QO2078'POST BOLTED TO THE BOTTOM AND SET IN 8 INCHES OF CONCRETE IN A 6 INCH
 QO2078'DIAMETER HOLE THAT IS FLUSH WITH THE SURFACE OF THE GROUND AND ABOUT
 QO2078'LEVEL WITH THE CENTERLINE OF THE SOUTHBOUND LANE OF HIGHWAY 47.  THE
 QO2078'MARK IS 40 FEET WEST OF THE CENTERLINE OF THE SOUTHBOUND LANE OF
 QO2078'HIGHWAY 47 AT MILEPOINT 6.75, 23 FEET NORTHWEST OF A CATCH BASIN, 14
 QO2078'FEET EAST OF THE WEST RIGHT-OF-WAY CHAIN LINK FENCE, 14 FEET SOUTH OF
 QO2078'THE EXTENDED CENTERLINE OF 48TH AVENUE NORTHWEST TO THE WEST, AND 1.0
 QO2078'FOOT EAST OF A STEEL WITNESS POST.
 QO2078
 QO2078                          STATION RECOVERY (2007)
 QO2078
 QO2078'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (DH)
 QO2078'IN COLUMBIA HEIGHTS, AT TRUNK HIGHWAY 47 MILE POINT 6.75, 0.9 MILE
 QO2078'SOUTH OF JUNCTION OF TRUNK HIGHWAY 47 AND INTERSTATE HIGHWAY 694.
 QO2078'
 QO2078'40 FEET WEST OF SOUTH-BOUND TRUNK HIGHWAY 47, 14 FEET SOUTH OF
 QO2078'EXTENDED 48TH AVENUE NORTHEAST, 7.4 FEET WEST OF WITNESS SIGN ON NOISE
 QO2078'WALL, BEHIND NOISE WALL IN BACK YARD OF HOUSE 4795 OFF OF 3RD STREET
 QO2078'NORTHEAST.
 QO2078
 QO2078                          STATION RECOVERY (2012)
 QO2078
 QO2078'RECOVERY NOTE BY MN DEPT OF TRANSP 2012 (KMS)
 QO2078'IN COLUMBIA HEIGHTS, 0.8 MI (1.3 KM) SOUTH ALONG TRUNK HIGHWAY 47
 QO2078'FROM THE JUNCTION OF TRUNK HIGHWAY 47 AND TRUNK HIGHWAY 694, AT TRUNK
 QO2078'HIGHWAY 47 MILE POINT 6.85, THEN 0.05 MI (0.1 KM) WEST ALONG 49TH
 QO2078'AVENUE, THEN 0.15 MI (0.2 KM) SOUTH ALONG THIRD STREET, THEN 0.05 MI
 QO2078'(0.1 KM) EAST ALONG 48TH AVENUE, 40.0 FT (12.2 M) WEST OF SOUTHBOUND
 QO2078'TRUNK HIGHWAY 47, 14.0 FT (4.3 M) SOUTH OF 48TH AVENUE NORTHEAST
 QO2078'EXTENDED, IN BACK YARD OF HOUSE NUMBER 4795 OFF OF THIRD STREET
 QO2078'NORTHEAST, 7.4 FT (2.3 M) WEST OF A WITNESS SIGN ON NOISE WALL.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DP9225 ***********************************************************************
 DP9225  DESIGNATION -  0205 S
 DP9225  PID         -  DP9225
 DP9225  STATE/COUNTY-  MN/ANOKA
 DP9225  COUNTRY     -  US
 DP9225  USGS QUAD   -  MINNEAPOLIS NORTH (2019)
 DP9225
 DP9225                         *CURRENT SURVEY CONTROL
 DP9225  ______________________________________________________________________
 DP9225* NAD 83(2011) POSITION- 45 02 23.42904(N) 093 15 45.86340(W)   ADJUSTED
 DP9225* NAD 83(2011) ELLIP HT-   252.210 (meters)        (07/18/16)   ADJUSTED
 DP9225* NAD 83(2011) EPOCH   -  2010.00
 DP9225* NAVD 88 ORTHO HEIGHT -   279.394 (meters)      916.65  (feet) ADJUSTED
 DP9225  ______________________________________________________________________
 DP9225  GEOID HEIGHT    -        -27.189 (meters)                     GEOID18
 DP9225  NAD 83(2011) X  -   -256,949.584 (meters)                     COMP
 DP9225  NAD 83(2011) Y  - -4,507,319.131 (meters)                     COMP
 DP9225  NAD 83(2011) Z  -  4,490,656.613 (meters)                     COMP
 DP9225  LAPLACE CORR    -         -1.94  (seconds)                    DEFLEC18
 DP9225  DYNAMIC HEIGHT  -        279.389 (meters)      916.63  (feet) COMP
 DP9225  MODELED GRAVITY -    980,589.6   (mgal)                       NAVD 88
 DP9225
 DP9225  VERT ORDER      -  SECOND    CLASS I
 DP9225
 DP9225  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DP9225  Standards:
 DP9225         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DP9225            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DP9225  -------------------------------------------------------------------
 DP9225  NETWORK    0.53   1.33           0.23   0.20   0.68      0.05588380
 DP9225  -------------------------------------------------------------------
 DP9225  Click here for local accuracies and other accuracy information.
 DP9225
 DP9225.The horizontal coordinates were established by GPS observations
 DP9225.and adjusted by the MN DEPT OF TRANSP in July 2016.
 DP9225
 DP9225.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DP9225.been affixed to the stable North American tectonic plate. See 
 DP9225.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DP9225
 DP9225.The horizontal coordinates are valid at the epoch date displayed above
 DP9225.which is a decimal equivalence of Year/Month/Day.
 DP9225
 DP9225.The orthometric height was determined by differential leveling and
 DP9225.adjusted by the NATIONAL GEODETIC SURVEY
 DP9225.in September 2016.
 DP9225
 DP9225.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP9225.GEOID18 height accuracy estimate available here.
 DP9225
 DP9225.Click photographs - Photos may exist for this station.
 DP9225
 DP9225.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DP9225
 DP9225.The Laplace correction was computed from DEFLEC18 derived deflections.
 DP9225
 DP9225.The ellipsoidal height was determined by GPS observations
 DP9225.and is referenced to NAD 83.
 DP9225
 DP9225.The dynamic height is computed by dividing the NAVD 88
 DP9225.geopotential number by the normal gravity value computed on the
 DP9225.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP9225.degrees latitude (g = 980.6199 gals.).
 DP9225
 DP9225.The modeled gravity was interpolated from observed gravity values.
 DP9225
 DP9225. The following values were computed from the NAD 83(2011) position.
 DP9225
 DP9225;                    North         East     Units Scale Factor Converg.
 DP9225;SPC MN S     -   326,916.228   858,087.578   MT  0.99996617   +0 31 00.4
 DP9225;SPC MN S     - 1,072,557.66  2,815,242.33   sFT  0.99996617   +0 31 00.4
 DP9225;UTM  15      - 4,987,409.864   479,306.438   MT  0.99960527   -0 11 09.3
 DP9225
 DP9225!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DP9225!SPC MN S     -   0.99996046  x   0.99996617  =   0.99992663
 DP9225!UTM  15      -   0.99996046  x   0.99960527  =   0.99956574
 DP9225
 DP9225_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK7930687409(NAD 83)
 DP9225
 DP9225                          SUPERSEDED SURVEY CONTROL
 DP9225
 DP9225.No superseded survey control is available for this station.
 DP9225
 DP9225_MARKER: I = METAL ROD
 DP9225_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DP9225_STAMPING: 0205 S 2014
 DP9225_MARK LOGO: MNDT
 DP9225_PROJECTION: RECESSED 5 CENTIMETERS
 DP9225_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DP9225_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DP9225_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP9225+SATELLITE: SATELLITE OBSERVATIONS - April 13, 2016
 DP9225_ROD/PIPE-DEPTH: 5.8 meters
 DP9225
 DP9225  HISTORY     - Date     Condition        Report By
 DP9225  HISTORY     - 20141104 MONUMENTED       MNDT
 DP9225  HISTORY     - 20160413 GOOD             MNDT
 DP9225
 DP9225                          STATION DESCRIPTION
 DP9225
 DP9225'DESCRIBED BY MN DEPT OF TRANSP 2014
 DP9225'THE STATION IS LOCATED ABOUT 8.8 MI (14.2 KM) SOUTHEAST OF OSSEO, 4.1
 DP9225'MI (6.6 KM) NORTH OF MINNEAPOLIS AND 3.5 MI (5.6 KM) WEST-SOUTHWEST OF
 DP9225'NEW BRIGHTON.
 DP9225'
 DP9225'TO REACH THE MARK GO 2.0 MI (3.2 KM) SOUTH ALONG TRUNK HIGHWAY 47
 DP9225'(UNIVERSITY AVENUE) FROM THE JUNCTION OF TRUNK HIGHWAY 47 AND
 DP9225'INTERSTATE HIGHWAY 694 IN FRIDLEY, AT TRUNK HIGHWAY 47 MILE POINT
 DP9225'5.65.
 DP9225'
 DP9225'THE MARK IS LOCATED 17.2 FT (5.2 M) EAST OF NORTHBOUND TRUNK HIGHWAY
 DP9225'47, 2.5 FT (0.8 M) WEST OF A FENCE, 1.5 FT (0.5 M) WEST OF A WITNESS
 DP9225'POST.
 DP9225'
 DP9225'NOTE - THE STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM
 DP9225'ROD DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION REMOVABLE
 DP9225'DISK SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH
 DP9225'PVC PIPE BACK FILLED WITH WASHED SAND.
 DP9225
 DP9225                          STATION RECOVERY (2016)
 DP9225
 DP9225'RECOVERY NOTE BY MN DEPT OF TRANSP 2016 (JXM)
 DP9225'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DP9226 ***********************************************************************
 DP9226  DESIGNATION -  0205 T
 DP9226  PID         -  DP9226
 DP9226  STATE/COUNTY-  MN/ANOKA
 DP9226  COUNTRY     -  US
 DP9226  USGS QUAD   -  MINNEAPOLIS NORTH (2019)
 DP9226
 DP9226                         *CURRENT SURVEY CONTROL
 DP9226  ______________________________________________________________________
 DP9226* NAD 83(2011) POSITION- 45 03 15.87116(N) 093 15 46.61509(W)   ADJUSTED
 DP9226* NAD 83(2011) ELLIP HT-   229.455 (meters)        (07/18/16)   ADJUSTED
 DP9226* NAD 83(2011) EPOCH   -  2010.00
 DP9226* NAVD 88 ORTHO HEIGHT -   256.664 (meters)      842.07  (feet) ADJUSTED
 DP9226  ______________________________________________________________________
 DP9226  GEOID HEIGHT    -        -27.206 (meters)                     GEOID18
 DP9226  NAD 83(2011) X  -   -256,899.883 (meters)                     COMP
 DP9226  NAD 83(2011) Y  - -4,506,158.283 (meters)                     COMP
 DP9226  NAD 83(2011) Z  -  4,491,784.344 (meters)                     COMP
 DP9226  LAPLACE CORR    -         -1.38  (seconds)                    DEFLEC18
 DP9226  DYNAMIC HEIGHT  -        256.659 (meters)      842.06  (feet) COMP
 DP9226  MODELED GRAVITY -    980,592.5   (mgal)                       NAVD 88
 DP9226
 DP9226  VERT ORDER      -  SECOND    CLASS I
 DP9226
 DP9226  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DP9226  Standards:
 DP9226         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DP9226            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DP9226  -------------------------------------------------------------------
 DP9226  NETWORK    0.54   1.47           0.24   0.20   0.75      0.08015805
 DP9226  -------------------------------------------------------------------
 DP9226  Click here for local accuracies and other accuracy information.
 DP9226
 DP9226.The horizontal coordinates were established by GPS observations
 DP9226.and adjusted by the MN DEPT OF TRANSP in July 2016.
 DP9226
 DP9226.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DP9226.been affixed to the stable North American tectonic plate. See 
 DP9226.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DP9226
 DP9226.The horizontal coordinates are valid at the epoch date displayed above
 DP9226.which is a decimal equivalence of Year/Month/Day.
 DP9226
 DP9226.The orthometric height was determined by differential leveling and
 DP9226.adjusted by the NATIONAL GEODETIC SURVEY
 DP9226.in September 2016.
 DP9226
 DP9226.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP9226.GEOID18 height accuracy estimate available here.
 DP9226
 DP9226.Click photographs - Photos may exist for this station.
 DP9226
 DP9226.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DP9226
 DP9226.The Laplace correction was computed from DEFLEC18 derived deflections.
 DP9226
 DP9226.The ellipsoidal height was determined by GPS observations
 DP9226.and is referenced to NAD 83.
 DP9226
 DP9226.The dynamic height is computed by dividing the NAVD 88
 DP9226.geopotential number by the normal gravity value computed on the
 DP9226.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP9226.degrees latitude (g = 980.6199 gals.).
 DP9226
 DP9226.The modeled gravity was interpolated from observed gravity values.
 DP9226
 DP9226. The following values were computed from the NAD 83(2011) position.
 DP9226
 DP9226;                    North         East     Units Scale Factor Converg.
 DP9226;SPC MN S     -   328,534.859   858,056.530   MT  0.99996859   +0 30 59.8
 DP9226;SPC MN S     - 1,077,868.12  2,815,140.47   sFT  0.99996859   +0 30 59.8
 DP9226;UTM  15      - 4,989,028.168   479,295.249   MT  0.99960527   -0 11 10.0
 DP9226
 DP9226!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DP9226!SPC MN S     -   0.99996403  x   0.99996859  =   0.99993262
 DP9226!UTM  15      -   0.99996403  x   0.99960527  =   0.99956931
 DP9226
 DP9226_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK7929589028(NAD 83)
 DP9226
 DP9226                          SUPERSEDED SURVEY CONTROL
 DP9226
 DP9226.No superseded survey control is available for this station.
 DP9226
 DP9226_MARKER: I = METAL ROD
 DP9226_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DP9226_STAMPING: 0205 T 2014
 DP9226_MARK LOGO: MNDT
 DP9226_PROJECTION: RECESSED 3 CENTIMETERS
 DP9226_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DP9226_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DP9226_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP9226+SATELLITE: SATELLITE OBSERVATIONS - April 13, 2016
 DP9226_ROD/PIPE-DEPTH: 24.1 meters
 DP9226
 DP9226  HISTORY     - Date     Condition        Report By
 DP9226  HISTORY     - 20141104 MONUMENTED       MNDT
 DP9226  HISTORY     - 20160413 GOOD             MNDT
 DP9226
 DP9226                          STATION DESCRIPTION
 DP9226
 DP9226'DESCRIBED BY MN DEPT OF TRANSP 2014
 DP9226'THE STATION IS LOCATED ABOUT 8.2 MI (13.2 KM) EAST-SOUTHEAST OF OSSEO,
 DP9226'5.1 MI (8.2 KM) NORTH OF MINNEAPOLIS AND 3.1 MI (5.0 KM)
 DP9226'WEST-SOUTHWEST OF NEW BRIGHTON.
 DP9226'
 DP9226'TO REACH THE MARK GO 1.0 MI (1.6 KM) SOUTH ALONG TRUNK HIGHWAY 47 FROM
 DP9226'THE JUNCTION OF TRUNK HIGHWAY 47 AND INTERSTATE HIGHWAY 694 IN
 DP9226'FRIDLEY, AT TRUNK HIGHWAY 47 MILE POINT 6.7.
 DP9226'
 DP9226'THE MARK IS LOCATED 27.3 FT (8.3 M) EAST OF NORTHBOUND TRUNK HIGHWAY
 DP9226'47 FENCE LINE, 4.0 FT (1.2 M) WEST OF A FENCE, 1.5 FT (0.5 M) WEST OF
 DP9226'A WITNESS POST.
 DP9226'
 DP9226'NOTE - THE STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM
 DP9226'ROD DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION REMOVABLE
 DP9226'DISK SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH
 DP9226'PVC PIPE BACK FILLED WITH WASHED SAND.
 DP9226
 DP9226                          STATION RECOVERY (2016)
 DP9226
 DP9226'RECOVERY NOTE BY MN DEPT OF TRANSP 2016 (MXT)
 DP9226'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DP9227 ***********************************************************************
 DP9227  DESIGNATION -  0205 U
 DP9227  PID         -  DP9227
 DP9227  STATE/COUNTY-  MN/ANOKA
 DP9227  COUNTRY     -  US
 DP9227  USGS QUAD   -  MINNEAPOLIS NORTH (2019)
 DP9227
 DP9227                         *CURRENT SURVEY CONTROL
 DP9227  ______________________________________________________________________
 DP9227* NAD 83(1986) POSITION- 45 04 03.48   (N) 093 15 46.31   (W)   HD_HELD1
 DP9227* NAVD 88 ORTHO HEIGHT -   253.677 (meters)      832.27  (feet) ADJUSTED
 DP9227  ______________________________________________________________________
 DP9227  GEOID HEIGHT    -        -27.227 (meters)                     GEOID18
 DP9227  DYNAMIC HEIGHT  -        253.673 (meters)      832.26  (feet) COMP
 DP9227  MODELED GRAVITY -    980,594.7   (mgal)                       NAVD 88
 DP9227
 DP9227  VERT ORDER      -  SECOND    CLASS I
 DP9227
 DP9227.The horizontal coordinates were determined by differentially corrected
 DP9227.hand held GPS observations or other comparable positioning techniques
 DP9227.and have an estimated accuracy of +/- 3 meters.
 DP9227
 DP9227.The orthometric height was determined by differential leveling and
 DP9227.adjusted by the NATIONAL GEODETIC SURVEY
 DP9227.in September 2016.
 DP9227
 DP9227.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP9227.GEOID18 height accuracy estimate available here.
 DP9227
 DP9227.Click photographs - Photos may exist for this station.
 DP9227
 DP9227.The dynamic height is computed by dividing the NAVD 88
 DP9227.geopotential number by the normal gravity value computed on the
 DP9227.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP9227.degrees latitude (g = 980.6199 gals.).
 DP9227
 DP9227.The modeled gravity was interpolated from observed gravity values.
 DP9227
 DP9227;                    North         East    Units  Estimated Accuracy
 DP9227;SPC MN S     -   330,004.5     858,050.0     MT  (+/- 3 meters HH1 GPS) 
 DP9227
 DP9227_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK7930690497(NAD 83)
 DP9227
 DP9227                          SUPERSEDED SURVEY CONTROL
 DP9227
 DP9227.No superseded survey control is available for this station.
 DP9227
 DP9227_MARKER: F = FLANGE-ENCASED ROD
 DP9227_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DP9227_STAMPING: 0205 U 2014
 DP9227_MARK LOGO: MNDT
 DP9227_PROJECTION: RECESSED 3 CENTIMETERS
 DP9227_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DP9227_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DP9227_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP9227+SATELLITE: SATELLITE OBSERVATIONS - May 12, 2015
 DP9227_ROD/PIPE-DEPTH: 16.5 meters
 DP9227
 DP9227  HISTORY     - Date     Condition        Report By
 DP9227  HISTORY     - 20141104 MONUMENTED       MNDT
 DP9227  HISTORY     - 20150512 GOOD             MNDT
 DP9227
 DP9227                          STATION DESCRIPTION
 DP9227
 DP9227'DESCRIBED BY MN DEPT OF TRANSP 2014
 DP9227'THE STATION IS LOCATED ABOUT 7.7 MI (12.4 KM) EAST-SOUTHEAST OF OSSEO,
 DP9227'6.1 MI (9.8 KM) NORTH OF MINNEAPOLIS AND 3.0 MI (4.8 KM) WEST OF NEW
 DP9227'BRIGHTON.
 DP9227'
 DP9227'TO REACH THE MARK GO 0.05 MI (0.1 KM) SOUTH ALONG TRUNK HIGHWAY 47
 DP9227'(UNIVERSITY AVENUE) FROM THE JUNCTION OF TRUNK HIGHWAY 47 AND
 DP9227'INTERSTATE HIGHWAY 694 IN FRIDLEY, AT TRUNK HIGHWAY 47 MILE POINT 7.6.
 DP9227'THE MARK IS LOCATED 76.2 FT (23.2 M) EAST OF NORTHBOUND TRUNK HIGHWAY
 DP9227'47, 57.0 FT (17.4 M) NORTHWEST OF RAMP FROM NORTHBOUND TRUNK HIGHWAY
 DP9227'47 TO EASTBOUND INTERSTATE HIGHWAY 694, 91.4 FT (27.9 M) SOUTH OF RAMP
 DP9227'FROM SOUTHBOUND TRUNK HIGHWAY 47 TO EASTBOUND INTERSTATE HIGHWAY 694
 DP9227'FENCE LINE, 1.5 FT (0.5 M) WEST OF A WITNESS POST.
 DP9227'
 DP9227'NOTE - THE STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM
 DP9227'ROD DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION REMOVABLE
 DP9227'DISK SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH
 DP9227'PVC PIPE BACK FILLED WITH WASHED SAND.
 DP9227
 DP9227                          STATION RECOVERY (2015)
 DP9227
 DP9227'RECOVERY NOTE BY MN DEPT OF TRANSP 2015 (CF)
 DP9227'RECOVERED AS DESCRIBED.
 DP9227'
 DP9227'NOTE - THE STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM
 DP9227'ROD DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION REMOVABLE
 DP9227'DISK SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH
 DP9227'PVC PIPE BACK FILLED WITH WASHED SAND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DP9230 ***********************************************************************
 DP9230  DESIGNATION -  0205 V
 DP9230  PID         -  DP9230
 DP9230  STATE/COUNTY-  MN/ANOKA
 DP9230  COUNTRY     -  US
 DP9230  USGS QUAD   -  COON RAPIDS (2019)
 DP9230
 DP9230                         *CURRENT SURVEY CONTROL
 DP9230  ______________________________________________________________________
 DP9230* NAD 83(1986) POSITION- 45 08 07.29   (N) 093 16 12.65   (W)   HD_HELD1
 DP9230* NAVD 88 ORTHO HEIGHT -   276.879 (meters)      908.39  (feet) ADJUSTED
 DP9230  ______________________________________________________________________
 DP9230  GEOID HEIGHT    -        -27.428 (meters)                     GEOID18
 DP9230  DYNAMIC HEIGHT  -        276.874 (meters)      908.38  (feet) COMP
 DP9230  MODELED GRAVITY -    980,591.6   (mgal)                       NAVD 88
 DP9230
 DP9230  VERT ORDER      -  SECOND    CLASS I
 DP9230
 DP9230.The horizontal coordinates were determined by differentially corrected
 DP9230.hand held GPS observations or other comparable positioning techniques
 DP9230.and have an estimated accuracy of +/- 3 meters.
 DP9230
 DP9230.The orthometric height was determined by differential leveling and
 DP9230.adjusted by the NATIONAL GEODETIC SURVEY
 DP9230.in September 2016.
 DP9230
 DP9230.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP9230.GEOID18 height accuracy estimate available here.
 DP9230
 DP9230.Click photographs - Photos may exist for this station.
 DP9230
 DP9230.The dynamic height is computed by dividing the NAVD 88
 DP9230.geopotential number by the normal gravity value computed on the
 DP9230.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP9230.degrees latitude (g = 980.6199 gals.).
 DP9230
 DP9230.The modeled gravity was interpolated from observed gravity values.
 DP9230
 DP9230;                    North         East    Units  Estimated Accuracy
 DP9230;SPC MN S     -   337,525.4     857,406.6     MT  (+/- 3 meters HH1 GPS) 
 DP9230
 DP9230_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK7875598022(NAD 83)
 DP9230
 DP9230                          SUPERSEDED SURVEY CONTROL
 DP9230
 DP9230.No superseded survey control is available for this station.
 DP9230
 DP9230_MARKER: DD = SURVEY DISK
 DP9230_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DP9230_SP_SET: BRIDGE ABUTMENT
 DP9230_STAMPING: 0205 V 2009
 DP9230_MARK LOGO: MNDT
 DP9230_MAGNETIC: N = NO MAGNETIC MATERIAL
 DP9230_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DP9230_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DP9230+SATELLITE: SATELLITE OBSERVATIONS - October 15, 2014
 DP9230
 DP9230  HISTORY     - Date     Condition        Report By
 DP9230  HISTORY     - 20090401 MONUMENTED       MNDT
 DP9230  HISTORY     - 20141015 GOOD             MNDT
 DP9230
 DP9230                          STATION DESCRIPTION
 DP9230
 DP9230'DESCRIBED BY MN DEPT OF TRANSP 2014 (KMS)
 DP9230'THE STATION IS LOCATED ABOUT 6.5 MI (10.5 KM) EAST OF OSSEO, 5.9 MI
 DP9230'(9.5 KM) WEST OF CIRCLE PINES AND 5.9 MI (9.5 KM) NORTHWEST OF NEW
 DP9230'BRIGHTON.
 DP9230'
 DP9230'TO REACH THE MARK IN ABUTMENT IN SOUTHWEST CORNER OF NORTHBOUND TRUNK
 DP9230'HWY 47 BRIDGE NUMBER 9726 OVER COUNTY RD 10, AT TRUNK HIGHWAY 47
 DP9230'AND COUNTY RD 10 IN TOWN, AT TRUNK HIGHWAY 47 MILE POINT 4.9.
 DP9230'
 DP9230'THE MARK IS LOCATED 20.0 FT (6.1 M) WEST OF NORTHBOUND
 DP9230'TRUNK HIGHWAY 47.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DP9231 ***********************************************************************
 DP9231  DESIGNATION -  0205 W
 DP9231  PID         -  DP9231
 DP9231  STATE/COUNTY-  MN/ANOKA
 DP9231  COUNTRY     -  US
 DP9231  USGS QUAD   -  COON RAPIDS (2019)
 DP9231
 DP9231                         *CURRENT SURVEY CONTROL
 DP9231  ______________________________________________________________________
 DP9231* NAD 83(1986) POSITION- 45 08 10.66   (N) 093 16 13.76   (W)   HD_HELD1
 DP9231* NAVD 88 ORTHO HEIGHT -   276.674 (meters)      907.72  (feet) ADJUSTED
 DP9231  ______________________________________________________________________
 DP9231  GEOID HEIGHT    -        -27.432 (meters)                     GEOID18
 DP9231  DYNAMIC HEIGHT  -        276.669 (meters)      907.70  (feet) COMP
 DP9231  MODELED GRAVITY -    980,591.3   (mgal)                       NAVD 88
 DP9231
 DP9231  VERT ORDER      -  SECOND    CLASS I
 DP9231
 DP9231.The horizontal coordinates were determined by differentially corrected
 DP9231.hand held GPS observations or other comparable positioning techniques
 DP9231.and have an estimated accuracy of +/- 3 meters.
 DP9231
 DP9231.The orthometric height was determined by differential leveling and
 DP9231.adjusted by the NATIONAL GEODETIC SURVEY
 DP9231.in September 2016.
 DP9231
 DP9231.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP9231.GEOID18 height accuracy estimate available here.
 DP9231
 DP9231.Click photographs - Photos may exist for this station.
 DP9231
 DP9231.The dynamic height is computed by dividing the NAVD 88
 DP9231.geopotential number by the normal gravity value computed on the
 DP9231.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP9231.degrees latitude (g = 980.6199 gals.).
 DP9231
 DP9231.The modeled gravity was interpolated from observed gravity values.
 DP9231
 DP9231;                    North         East    Units  Estimated Accuracy
 DP9231;SPC MN S     -   337,629.2     857,381.4     MT  (+/- 3 meters HH1 GPS) 
 DP9231
 DP9231_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK7873198126(NAD 83)
 DP9231
 DP9231                          SUPERSEDED SURVEY CONTROL
 DP9231
 DP9231.No superseded survey control is available for this station.
 DP9231
 DP9231_MARKER: DD = SURVEY DISK
 DP9231_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DP9231_SP_SET: BRIDGE ABUTMENT
 DP9231_STAMPING: 0205 W 2009
 DP9231_MARK LOGO: MNDT
 DP9231_MAGNETIC: N = NO MAGNETIC MATERIAL
 DP9231_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DP9231_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DP9231+SATELLITE: SATELLITE OBSERVATIONS - October 15, 2014
 DP9231
 DP9231  HISTORY     - Date     Condition        Report By
 DP9231  HISTORY     - 20090401 MONUMENTED       MNDT
 DP9231  HISTORY     - 20141015 GOOD             MNDT
 DP9231
 DP9231                          STATION DESCRIPTION
 DP9231
 DP9231'DESCRIBED BY MN DEPT OF TRANSP 2014 (KMS)
 DP9231'THE STATION IS LOCATED ABOUT 6.5 MI (10.5 KM) EAST OF OSSEO, 5.9 MI
 DP9231'(9.5 KM) NORTHWEST OF NEW BRIGHTON AND 5.9 MI (9.5 KM) WEST OF CIRCLE
 DP9231'PINES.
 DP9231'
 DP9231'TO REACH THE MARK IN ABUTMENT IN NORTHWEST CORNER OF SOUTHBOUND TRUNK
 DP9231'HIGHWAY 47 BRIDGE NUMBER 9725 OVER COUNTY ROAD 10
 DP9231'HWY 47 AND COUNTY RD 10 IN RACCOON RAPIDS, AT AT TRUNK
 DP9231'HIGHWAY 47 MILE POINT 4.9.
 DP9231'
 DP9231'THE MARK IS LOCATED 19.3 FT (5.9 M) WEST OF NORTHBOUND TRUNK HIGHWAY
 DP9231'47.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 QO2081 ***********************************************************************
 QO2081  DESIGNATION -  0206 A
 QO2081  PID         -  QO2081
 QO2081  STATE/COUNTY-  MN/ANOKA
 QO2081  COUNTRY     -  US
 QO2081  USGS QUAD   -  ANOKA (2019)
 QO2081
 QO2081                         *CURRENT SURVEY CONTROL
 QO2081  ______________________________________________________________________
 QO2081* NAD 83(2011) POSITION- 45 12 44.87546(N) 093 23 26.11454(W)   ADJUSTED
 QO2081* NAD 83(2011) ELLIP HT-   234.351 (meters)        (05/13/13)   ADJUSTED
 QO2081* NAD 83(2011) EPOCH   -  2010.00
 QO2081* NAVD 88 ORTHO HEIGHT -   262.410 (meters)      860.92  (feet) ADJUSTED
 QO2081  ______________________________________________________________________
 QO2081  GEOID HEIGHT    -        -28.060 (meters)                     GEOID18
 QO2081  NAD 83(2011) X  -   -266,201.557 (meters)                     COMP
 QO2081  NAD 83(2011) Y  - -4,493,149.988 (meters)                     COMP
 QO2081  NAD 83(2011) Z  -  4,504,180.014 (meters)                     COMP
 QO2081  LAPLACE CORR    -          3.97  (seconds)                    DEFLEC18
 QO2081  DYNAMIC HEIGHT  -        262.390 (meters)      860.86  (feet) COMP
 QO2081  MODELED GRAVITY -    980,533.8   (mgal)                       NAVD 88
 QO2081
 QO2081  VERT ORDER      -  SECOND    CLASS I
 QO2081
 QO2081  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 QO2081  Standards:
 QO2081         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 QO2081            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 QO2081  -------------------------------------------------------------------
 QO2081  NETWORK    0.46   0.76           0.21   0.16   0.39      0.07009045
 QO2081  -------------------------------------------------------------------
 QO2081  Click here for local accuracies and other accuracy information.
 QO2081
 QO2081.The horizontal coordinates were established by GPS observations
 QO2081.and adjusted by the MN DEPT OF TRANSP in May 2013.
 QO2081
 QO2081.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 QO2081.been affixed to the stable North American tectonic plate. See 
 QO2081.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 QO2081
 QO2081.The horizontal coordinates are valid at the epoch date displayed above
 QO2081.which is a decimal equivalence of Year/Month/Day.
 QO2081
 QO2081.The orthometric height was determined by differential leveling and
 QO2081.adjusted by the NATIONAL GEODETIC SURVEY
 QO2081.in June 1991.
 QO2081
 QO2081.Significant digits in the geoid height do not necessarily reflect accuracy.
 QO2081.GEOID18 height accuracy estimate available here.
 QO2081
 QO2081.Click photographs - Photos may exist for this station.
 QO2081
 QO2081.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 QO2081
 QO2081.The Laplace correction was computed from DEFLEC18 derived deflections.
 QO2081
 QO2081.The ellipsoidal height was determined by GPS observations
 QO2081.and is referenced to NAD 83.
 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. The following values were computed from the NAD 83(2011) position.
 QO2081
 QO2081;                    North         East     Units Scale Factor Converg.
 QO2081;SPC MN S     -   346,016.811   847,871.855   MT  0.99999908   +0 25 37.8
 QO2081;SPC MN S     - 1,135,223.49  2,781,726.24   sFT  0.99999908   +0 25 37.8
 QO2081;UTM  15      - 5,006,627.250   469,329.726   MT  0.99961157   -0 16 38.0
 QO2081
 QO2081!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QO2081!SPC MN S     -   0.99996326  x   0.99999908  =   0.99996234
 QO2081!UTM  15      -   0.99996326  x   0.99961157  =   0.99957484
 QO2081
 QO2081_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL6932906627(NAD 83)
 QO2081
 QO2081                          SUPERSEDED SURVEY CONTROL
 QO2081
 QO2081.No superseded survey control is available for this station.
 QO2081
 QO2081_MARKER: DV = VERTICAL CONTROL DISK
 QO2081_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 QO2081_STAMPING: 0206 A 1979
 QO2081_MARK LOGO: MNHD
 QO2081_PROJECTION: FLUSH
 QO2081_MAGNETIC: I = MARKER IS A STEEL ROD
 QO2081_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QO2081_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QO2081+SATELLITE: SATELLITE OBSERVATIONS - June 15, 2017
 QO2081
 QO2081  HISTORY     - Date     Condition        Report By
 QO2081  HISTORY     - 19790401 MONUMENTED       MNHD
 QO2081  HISTORY     - 20110517 GOOD             MNDT
 QO2081  HISTORY     - 20120606 GOOD             MNDT
 QO2081  HISTORY     - 20141009 GOOD             MNDT
 QO2081  HISTORY     - 20150611 GOOD             MNDT
 QO2081  HISTORY     - 20170615 GOOD             MNDT
 QO2081
 QO2081                          STATION DESCRIPTION
 QO2081
 QO2081'DESCRIBED BY MN HIGHWAY DEPT 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.
 QO2081
 QO2081                          STATION RECOVERY (2011)
 QO2081
 QO2081'RECOVERY NOTE BY MN DEPT OF TRANSP 2011 (PJG)
 QO2081'THE MARK IS IN ANOKA.
 QO2081'
 QO2081'TO REACH THE MARK AT TRUNK HIGHWAY 47 (FERRY STREET) MILE POINT 21.15,
 QO2081'0.5 MI (0.8 KM) NORTH OF THE JUNCTION OF TRUNK HIGHWAY 47 AND TRUNK
 QO2081'HIGHWAY 10, 105 FT (32.0 M) NORTH OF TRUNK HIGHWAY 47.
 QO2081'
 QO2081'LOCATED 25.2 FT (7.7 M) WEST OF ENTRANCE TO RUM RIVER SOUTH COUNTY
 QO2081'PARK, 35.0 FT (10.7 M) NORTH OF NORTHEAST LEG OF RUM RIVER SOUTH
 QO2081'COUNTY PARK SIGN, 4.0 FT (1.2 M) SOUTH OF A FENCE, 2.8 FT (0.9 M)
 QO2081'SOUTH OF A WITNESS POST.
 QO2081
 QO2081                          STATION RECOVERY (2012)
 QO2081
 QO2081'RECOVERY NOTE BY MN DEPT OF TRANSP 2012 (SXH)
 QO2081'IN ANOKA, AT TRUNK HIGHWAY 47 (FERRY STREET) MILEPOINT 21.15, 0.5 MILE
 QO2081'NORTH OF JUNCTION OF TRUNK HIGHWAY 47 AND TRUNK HIGHWAY 10, 105 FEET
 QO2081'NORTH OF TRUNK HIGHWAY 47, 25.2 FEET WEST OF ENTRANCE TO RUM RIVER
 QO2081'SOUTH COUNTY PARK, 35.0 FEET NORTH OF NORTHEAST LEG OF RUM RIVER SOUTH
 QO2081'COUNTY PARK SIGN, 4.0 FEET SOUTH OF FENCE, 2.8 FEET SOUTH OF WITNESS
 QO2081'POST.
 QO2081
 QO2081                          STATION RECOVERY (2014)
 QO2081
 QO2081'RECOVERY NOTE BY MN DEPT OF TRANSP 2014 (KMS)
 QO2081'RECOVERED AS DESCRIBED.
 QO2081
 QO2081                          STATION RECOVERY (2015)
 QO2081
 QO2081'RECOVERY NOTE BY MN DEPT OF TRANSP 2015 (JXD)
 QO2081'IN ANOKA, AT TRUNK HIGHWAY 47 (FERRY STREET) MILEPOINT 21.15, 0.5 MILE
 QO2081'NORTH OF JUNCTION OF TRUNK HIGHWAY 47 AND TRUNK HIGHWAY 10, 105 FEET
 QO2081'NORTH OF TRUNK HIGHWAY 47, 25.2 FEET WEST OF ENTRANCE TO RUM RIVER
 QO2081'SOUTH COUNTY PARK, 35.0 FEET NORTH OF NORTHEAST LEG OF RUM RIVER SOUTH
 QO2081'COUNTY PARK SIGN, 4.0 FEET SOUTH OF FENCE, 2.8 FEET SOUTH OF WITNESS
 QO2081'POST.
 QO2081
 QO2081                          STATION RECOVERY (2017)
 QO2081
 QO2081'RECOVERY NOTE BY MN DEPT OF TRANSP 2017 (BG)
 QO2081'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 QO2114 ***********************************************************************
 QO2114  DESIGNATION -  0206 AB 10
 QO2114  PID         -  QO2114
 QO2114  STATE/COUNTY-  MN/ANOKA
 QO2114  COUNTRY     -  US
 QO2114  USGS QUAD   -  SAINT FRANCIS (2019)
 QO2114
 QO2114                         *CURRENT SURVEY CONTROL
 QO2114  ______________________________________________________________________
 QO2114* NAD 83(1986) POSITION- 45 23 25.73   (N) 093 15 54.61   (W)   HD_HELD1
 QO2114* NAVD 88 ORTHO HEIGHT -   278.802 (meters)      914.70  (feet) ADJUSTED
 QO2114  ______________________________________________________________________
 QO2114  GEOID HEIGHT    -        -28.375 (meters)                     GEOID18
 QO2114  DYNAMIC HEIGHT  -        278.782 (meters)      914.64  (feet) COMP
 QO2114  MODELED GRAVITY -    980,537.9   (mgal)                       NAVD 88
 QO2114
 QO2114  VERT ORDER      -  SECOND    CLASS I
 QO2114
 QO2114.The horizontal coordinates were determined by differentially corrected
 QO2114.hand held GPS observations or other comparable positioning techniques
 QO2114.and have an estimated accuracy of +/- 3 meters.
 QO2114
 QO2114.The orthometric height was determined by differential leveling and
 QO2114.adjusted by the NATIONAL GEODETIC SURVEY
 QO2114.in June 1991.
 QO2114
 QO2114.Significant digits in the geoid height do not necessarily reflect accuracy.
 QO2114.GEOID18 height accuracy estimate available here.
 QO2114
 QO2114.Click photographs - Photos may exist for this station.
 QO2114
 QO2114.The dynamic height is computed by dividing the NAVD 88
 QO2114.geopotential number by the normal gravity value computed on the
 QO2114.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QO2114.degrees latitude (g = 980.6199 gals.).
 QO2114
 QO2114.The modeled gravity was interpolated from observed gravity values.
 QO2114
 QO2114;                    North         East    Units  Estimated Accuracy
 QO2114;SPC MN S     -   365,881.6     857,545.9     MT  (+/- 3 meters HH1 GPS) 
 QO2114
 QO2114_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL7924326363(NAD 83)
 QO2114
 QO2114                          SUPERSEDED SURVEY CONTROL
 QO2114
 QO2114.No superseded survey control is available for this station.
 QO2114
 QO2114_MARKER: DV = VERTICAL CONTROL DISK
 QO2114_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 QO2114_STAMPING: 0206 AB 10 1979
 QO2114_MARK LOGO: MNHD
 QO2114_PROJECTION: FLUSH
 QO2114_MAGNETIC: I = MARKER IS A STEEL ROD
 QO2114_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QO2114_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 QO2114+SATELLITE: SATELLITE OBSERVATIONS - March 12, 2015
 QO2114
 QO2114  HISTORY     - Date     Condition        Report By
 QO2114  HISTORY     - 1979     MONUMENTED       MNHD
 QO2114  HISTORY     - 20150312 GOOD             MNDT
 QO2114
 QO2114                          STATION DESCRIPTION
 QO2114
 QO2114'DESCRIBED BY MN HIGHWAY DEPT 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.
 QO2114
 QO2114                          STATION RECOVERY (2015)
 QO2114
 QO2114'RECOVERY NOTE BY MN DEPT OF TRANSP 2015 (MAS)
 QO2114'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 QO2115 ***********************************************************************
 QO2115  DESIGNATION -  0206 AB 11
 QO2115  PID         -  QO2115
 QO2115  STATE/COUNTY-  MN/ANOKA
 QO2115  COUNTRY     -  US
 QO2115  USGS QUAD   -  SAINT FRANCIS (2019)
 QO2115
 QO2115                         *CURRENT SURVEY CONTROL
 QO2115  ______________________________________________________________________
 QO2115* NAD 83(1986) POSITION- 45 23 56.74   (N) 093 15 55.89   (W)   HD_HELD1
 QO2115* NAVD 88 ORTHO HEIGHT -   282.768 (meters)      927.71  (feet) ADJUSTED
 QO2115  ______________________________________________________________________
 QO2115  GEOID HEIGHT    -        -28.384 (meters)                     GEOID18
 QO2115  DYNAMIC HEIGHT  -        282.748 (meters)      927.65  (feet) COMP
 QO2115  MODELED GRAVITY -    980,538.8   (mgal)                       NAVD 88
 QO2115
 QO2115  VERT ORDER      -  SECOND    CLASS I
 QO2115
 QO2115.The horizontal coordinates were determined by differentially corrected
 QO2115.hand held GPS observations or other comparable positioning techniques
 QO2115.and have an estimated accuracy of +/- 3 meters.
 QO2115
 QO2115.The orthometric height was determined by differential leveling and
 QO2115.adjusted by the NATIONAL GEODETIC SURVEY
 QO2115.in June 1991.
 QO2115
 QO2115.Significant digits in the geoid height do not necessarily reflect accuracy.
 QO2115.GEOID18 height accuracy estimate available here.
 QO2115
 QO2115.Click photographs - Photos may exist for this station.
 QO2115
 QO2115.The dynamic height is computed by dividing the NAVD 88
 QO2115.geopotential number by the normal gravity value computed on the
 QO2115.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QO2115.degrees latitude (g = 980.6199 gals.).
 QO2115
 QO2115.The modeled gravity was interpolated from observed gravity values.
 QO2115
 QO2115;                    North         East    Units  Estimated Accuracy
 QO2115;SPC MN S     -   366,838.7     857,509.4     MT  (+/- 3 meters HH1 GPS) 
 QO2115
 QO2115_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL7921827320(NAD 83)
 QO2115
 QO2115                          SUPERSEDED SURVEY CONTROL
 QO2115
 QO2115.No superseded survey control is available for this station.
 QO2115
 QO2115_MARKER: DV = VERTICAL CONTROL DISK
 QO2115_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 QO2115_STAMPING: 0206 AB 11 1979
 QO2115_MARK LOGO: MNHD
 QO2115_PROJECTION: RECESSED 8 CENTIMETERS
 QO2115_MAGNETIC: I = MARKER IS A STEEL ROD
 QO2115_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QO2115_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QO2115+SATELLITE: SATELLITE OBSERVATIONS - September 03, 2019
 QO2115
 QO2115  HISTORY     - Date     Condition        Report By
 QO2115  HISTORY     - 19790401 MONUMENTED       MNHD
 QO2115  HISTORY     - 20150312 GOOD             MNDT
 QO2115  HISTORY     - 20190903 GOOD             MNDT
 QO2115
 QO2115                          STATION DESCRIPTION
 QO2115
 QO2115'DESCRIBED BY MN HIGHWAY DEPT 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.
 QO2115
 QO2115                          STATION RECOVERY (2015)
 QO2115
 QO2115'RECOVERY NOTE BY MN DEPT OF TRANSP 2015 (MAS)
 QO2115'THE STATION IS LOCATED ABOUT 6.4 MI (10.3 KM) SOUTH OF ISANTI, 5.6 MI
 QO2115'(9.0 KM) NORTH OF CEDAR AND 4.6 MI (7.4 KM) EAST OF SAINT FRANCIS.
 QO2115'
 QO2115'TO REACH THE MARK GO 1.45 MI (2.3 KM) WEST ALONG COUNTY ROAD 24 FROM
 QO2115'THE JUNCTION OF COUNTY ROAD 24 AND TRUNK HIGHWAY 65 IN EAST BETHEL, IN
 QO2115'SOUTHWEST QUADRANT OF THE JUNCTION OF COUNTY ROAD 13 (UNIVERSITY
 QO2115'AVENUE) SOUTH AND COUNTY ROAD 73 NORTH.
 QO2115'
 QO2115'THE MARK IS LOCATED 71.0 FT (21.6 M) SOUTH OF COUNTY ROAD 24, 42.5 FT
 QO2115'(13.0 M) WEST OF COUNTY ROAD 13, 27.0 FT (8.2 M) SOUTH-SOUTHWEST OF
 QO2115'POWER POLE (WITH LIGHT), 22.3 FT (6.8 M) SOUTH-SOUTHEAST OF A FENCE
 QO2115'CORNER, 3.3 FT (1.0 M) EAST OF A CHAIN LINK FENCE, 6.3 FT (1.9 M)
 QO2115'NORTHWEST OF POWER BOX NUMBER 23696, 0.4 FT (12 CM) EAST-SOUTHEAST OF
 QO2115'A WITNESS POST.
 QO2115
 QO2115                          STATION RECOVERY (2019)
 QO2115
 QO2115'RECOVERY NOTE BY MN DEPT OF TRANSP 2019 (MPP)
 QO2115'IN BETHEL, 1.45 MI (2.33 KM) WEST ALONG COUNTY ROAD 24 FROM THE
 QO2115'JUNCTION OF COUNTY ROAD 24 (237TH AVENUE) AND TRUNK HIGHWAY 65 IN EAST
 QO2115'BETHEL, IN THE SOUTHWEST QUADRANT OF THE JUNCTION OF COUNTY ROAD 13
 QO2115'(UNIVERSITY AVENUE) SOUTH AND COUNTY ROAD 73 NORTH, 71.0 FT (21.6 M)
 QO2115'SOUTH OF COUNTY ROAD 24, 42.5 FT (13.0 M) WEST OF COUNTY ROAD 13, 27.0
 QO2115'FT (8.2 M) SOUTH-SOUTHWEST OF A POWER POLE (WITH LIGHT), 22.3 FT (6.8
 QO2115'M) SOUTH-SOUTHEAST OF A FENCE CORNER, 3.3 FT (1.0 M) EAST OF A CHAIN
 QO2115'LINK FENCE, 6.3 FT (1.9 M) NORTHWEST OF POWER BOX NUMBER 23696, 0.4 FT
 QO2115'(12 CM) EAST-SOUTHEAST OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 QO2116 ***********************************************************************
 QO2116  DESIGNATION -  0206 AB 12
 QO2116  PID         -  QO2116
 QO2116  STATE/COUNTY-  MN/ANOKA
 QO2116  COUNTRY     -  US
 QO2116  USGS QUAD   -  SAINT FRANCIS (2019)
 QO2116
 QO2116                         *CURRENT SURVEY CONTROL
 QO2116  ______________________________________________________________________
 QO2116* NAD 83(1986) POSITION- 45 23 57.53   (N) 093 15 04.76   (W)   HD_HELD1
 QO2116* NAVD 88 ORTHO HEIGHT -   282.295 (meters)      926.16  (feet) ADJUSTED
 QO2116  ______________________________________________________________________
 QO2116  GEOID HEIGHT    -        -28.396 (meters)                     GEOID18
 QO2116  DYNAMIC HEIGHT  -        282.275 (meters)      926.10  (feet) COMP
 QO2116  MODELED GRAVITY -    980,537.0   (mgal)                       NAVD 88
 QO2116
 QO2116  VERT ORDER      -  SECOND    CLASS I
 QO2116
 QO2116.The horizontal coordinates were determined by differentially corrected
 QO2116.hand held GPS observations or other comparable positioning techniques
 QO2116.and have an estimated accuracy of +/- 3 meters.
 QO2116
 QO2116.The orthometric height was determined by differential leveling and
 QO2116.adjusted by the NATIONAL GEODETIC SURVEY
 QO2116.in June 1991.
 QO2116
 QO2116.Significant digits in the geoid height do not necessarily reflect accuracy.
 QO2116.GEOID18 height accuracy estimate available here.
 QO2116
 QO2116.Click photographs - Photos may exist for this station.
 QO2116
 QO2116.The dynamic height is computed by dividing the NAVD 88
 QO2116.geopotential number by the normal gravity value computed on the
 QO2116.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QO2116.degrees latitude (g = 980.6199 gals.).
 QO2116
 QO2116.The modeled gravity was interpolated from observed gravity values.
 QO2116
 QO2116;                    North         East    Units  Estimated Accuracy
 QO2116;SPC MN S     -   366,873.2     858,621.2     MT  (+/- 3 meters HH1 GPS) 
 QO2116
 QO2116_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL8033027341(NAD 83)
 QO2116
 QO2116                          SUPERSEDED SURVEY CONTROL
 QO2116
 QO2116.No superseded survey control is available for this station.
 QO2116
 QO2116_MARKER: DV = VERTICAL CONTROL DISK
 QO2116_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 QO2116_STAMPING: 0206 AB 12 1979
 QO2116_MARK LOGO: MNHD
 QO2116_PROJECTION: RECESSED 3 CENTIMETERS
 QO2116_MAGNETIC: I = MARKER IS A STEEL ROD
 QO2116_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QO2116_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QO2116+SATELLITE: SATELLITE OBSERVATIONS - March 12, 2015
 QO2116
 QO2116  HISTORY     - Date     Condition        Report By
 QO2116  HISTORY     - 19790401 MONUMENTED       MNHD
 QO2116  HISTORY     - 20150312 GOOD             MNDT
 QO2116
 QO2116                          STATION DESCRIPTION
 QO2116
 QO2116'DESCRIBED BY MN HIGHWAY DEPT 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.
 QO2116
 QO2116                          STATION RECOVERY (2015)
 QO2116
 QO2116'RECOVERY NOTE BY MN DEPT OF TRANSP 2015 (MAS)
 QO2116'THE STATION IS LOCATED ABOUT 6.3 MI (10.1 KM) SOUTH OF ISANTI, 5.7 MI
 QO2116'(9.2 KM) NORTH-NORTHEAST OF CEDAR AND 5.3 MI (8.5 KM) EAST OF SAINT
 QO2116'FRANCIS.
 QO2116'
 QO2116'TO REACH THE MARK GO 0.75 MI (1.2 KM) WEST ALONG COUNTY ROAD 24  FROM
 QO2116'THE JUNCTION OF COUNTY ROAD 24 AND TRUNK HIGHWAY 65 IN EAST BETHEL.
 QO2116'
 QO2116'THE MARK IS LOCATED 37.5 FT (11.4 M) NORTH OF COUNTY ROAD 24, 320 FT
 QO2116'(97.5 M) WEST OF JACKSON STREET NORTHEAST EXTENDED, 37.6 FT (11.5 M)
 QO2116'SOUTH-SOUTHWEST OF POWER POLE WITH GUY WIRES, 18.5 FT (5.6 M) EAST OF
 QO2116'DRIVEWAY NUMBER 745, 3.0 FT (0.9 M) SOUTH OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 QO2117 ***********************************************************************
 QO2117  DESIGNATION -  0206 AB 13
 QO2117  PID         -  QO2117
 QO2117  STATE/COUNTY-  MN/ANOKA
 QO2117  COUNTRY     -  US
 QO2117  USGS QUAD   -  ISANTI (2019)
 QO2117
 QO2117                         *CURRENT SURVEY CONTROL
 QO2117  ______________________________________________________________________
 QO2117* NAD 83(1986) POSITION- 45 23 57.82   (N) 093 14 07.78   (W)   HD_HELD1
 QO2117* NAVD 88 ORTHO HEIGHT -   283.214 (meters)      929.18  (feet) ADJUSTED
 QO2117  ______________________________________________________________________
 QO2117  GEOID HEIGHT    -        -28.407 (meters)                     GEOID18
 QO2117  DYNAMIC HEIGHT  -        283.193 (meters)      929.11  (feet) COMP
 QO2117  MODELED GRAVITY -    980,535.2   (mgal)                       NAVD 88
 QO2117
 QO2117  VERT ORDER      -  SECOND    CLASS I
 QO2117
 QO2117.The horizontal coordinates were determined by differentially corrected
 QO2117.hand held GPS observations or other comparable positioning techniques
 QO2117.and have an estimated accuracy of +/- 3 meters.
 QO2117
 QO2117.The orthometric height was determined by differential leveling and
 QO2117.adjusted by the NATIONAL GEODETIC SURVEY
 QO2117.in June 1991.
 QO2117
 QO2117.Significant digits in the geoid height do not necessarily reflect accuracy.
 QO2117.GEOID18 height accuracy estimate available here.
 QO2117
 QO2117.Click photographs - Photos may exist for this station.
 QO2117
 QO2117.The dynamic height is computed by dividing the NAVD 88
 QO2117.geopotential number by the normal gravity value computed on the
 QO2117.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QO2117.degrees latitude (g = 980.6199 gals.).
 QO2117
 QO2117.The modeled gravity was interpolated from observed gravity values.
 QO2117
 QO2117;                    North         East    Units  Estimated Accuracy
 QO2117;SPC MN S     -   366,893.6     859,860.4     MT  (+/- 3 meters HH1 GPS) 
 QO2117
 QO2117_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL8156827346(NAD 83)
 QO2117
 QO2117                          SUPERSEDED SURVEY CONTROL
 QO2117
 QO2117.No superseded survey control is available for this station.
 QO2117
 QO2117_MARKER: DV = VERTICAL CONTROL DISK
 QO2117_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 QO2117_STAMPING: 0206 AB 13 1979
 QO2117_MARK LOGO: MNHD
 QO2117_PROJECTION: FLUSH
 QO2117_MAGNETIC: I = MARKER IS A STEEL ROD
 QO2117_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QO2117_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 QO2117+SATELLITE: SATELLITE OBSERVATIONS - March 12, 2015
 QO2117
 QO2117  HISTORY     - Date     Condition        Report By
 QO2117  HISTORY     - 19790401 MONUMENTED       MNHD
 QO2117  HISTORY     - 20150312 GOOD             MNDT
 QO2117
 QO2117                          STATION DESCRIPTION
 QO2117
 QO2117'DESCRIBED BY MN HIGHWAY DEPT 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.
 QO2117
 QO2117                          STATION RECOVERY (2015)
 QO2117
 QO2117'RECOVERY NOTE BY MN DEPT OF TRANSP 2015 (MAS)
 QO2117'THE STATION IS LOCATED ABOUT 6.3 MI (10.1 KM) SOUTH OF ISANTI, 6.1 MI
 QO2117'(9.8 KM) EAST OF SAINT FRANCIS AND 6.0 MI (9.7 KM) NORTH-NORTHEAST OF
 QO2117'CEDAR.
 QO2117'
 QO2117'TO REACH THE MARK AT THE JUNCTION OF TRUNK HIGHWAY 65 AND COUNTY ROAD
 QO2117'24 IN EAST BETHEL, IN NORTHWEST QUADRANT OF THE JUNCTION OF TRUNK
 QO2117'HIGHWAY 65 AND COUNTY ROAD 24 AT TRUNK HIGHWAY 65 MILE POINT 29.5.
 QO2117'
 QO2117'THE MARK IS LOCATED 124 FT (37.8 M) WEST OF SOUTHBOUND TRUNK HIGHWAY
 QO2117'65, 48 FT (14.6 M) NORTH OF COUNTY ROAD 24, 1.0 FT (0.3 M) SOUTH OF A
 QO2117'WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 QO2107 ***********************************************************************
 QO2107  DESIGNATION -  0206 AB 3
 QO2107  PID         -  QO2107
 QO2107  STATE/COUNTY-  MN/ANOKA
 QO2107  COUNTRY     -  US
 QO2107  USGS QUAD   -  SAINT FRANCIS (2019)
 QO2107
 QO2107                         *CURRENT SURVEY CONTROL
 QO2107  ______________________________________________________________________
 QO2107* NAD 83(1986) POSITION- 45 23 04.76   (N) 093 20 03.33   (W)   HD_HELD1
 QO2107* NAVD 88 ORTHO HEIGHT -   279.144 (meters)      915.82  (feet) ADJUSTED
 QO2107  ______________________________________________________________________
 QO2107  GEOID HEIGHT    -        -28.331 (meters)                     GEOID18
 QO2107  DYNAMIC HEIGHT  -        279.126 (meters)      915.77  (feet) COMP
 QO2107  MODELED GRAVITY -    980,544.6   (mgal)                       NAVD 88
 QO2107
 QO2107  VERT ORDER      -  SECOND    CLASS I
 QO2107
 QO2107.The horizontal coordinates were determined by differentially corrected
 QO2107.hand held GPS observations or other comparable positioning techniques
 QO2107.and have an estimated accuracy of +/- 3 meters.
 QO2107
 QO2107.The orthometric height was determined by differential leveling and
 QO2107.adjusted by the NATIONAL GEODETIC SURVEY
 QO2107.in June 1991.
 QO2107
 QO2107.Significant digits in the geoid height do not necessarily reflect accuracy.
 QO2107.GEOID18 height accuracy estimate available here.
 QO2107
 QO2107.Click photographs - Photos may exist for this station.
 QO2107
 QO2107.The dynamic height is computed by dividing the NAVD 88
 QO2107.geopotential number by the normal gravity value computed on the
 QO2107.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QO2107.degrees latitude (g = 980.6199 gals.).
 QO2107
 QO2107.The modeled gravity was interpolated from observed gravity values.
 QO2107
 QO2107;                    North         East    Units  Estimated Accuracy
 QO2107;SPC MN S     -   365,187.9     852,140.8     MT  (+/- 3 meters HH1 GPS) 
 QO2107
 QO2107_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL7383225736(NAD 83)
 QO2107
 QO2107                          SUPERSEDED SURVEY CONTROL
 QO2107
 QO2107.No superseded survey control is available for this station.
 QO2107
 QO2107_MARKER: DV = VERTICAL CONTROL DISK
 QO2107_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 QO2107_STAMPING: 0206 AB 3 1979
 QO2107_MARK LOGO: MNHD
 QO2107_PROJECTION: FLUSH
 QO2107_MAGNETIC: I = MARKER IS A STEEL ROD
 QO2107_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QO2107_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QO2107+SATELLITE: SATELLITE OBSERVATIONS - April 14, 2020
 QO2107
 QO2107  HISTORY     - Date     Condition        Report By
 QO2107  HISTORY     - 1979     MONUMENTED       MNHD
 QO2107  HISTORY     - 20200414 GOOD             MNDT
 QO2107
 QO2107                          STATION DESCRIPTION
 QO2107
 QO2107'DESCRIBED BY MN HIGHWAY DEPT 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.
 QO2107
 QO2107                          STATION RECOVERY (2020)
 QO2107
 QO2107'RECOVERY NOTE BY MN DEPT OF TRANSP 2020 (MPP)
 QO2107'1.3 MI (2.1 KM) EAST OF THE POST OFFICE IN ST. FRANCIS, 0.4 MI (0.6
 QO2107'KM) EAST ALONG COUNTY ROAD 24 (229TH AVENUE NORTHWEST) FROM THE
 QO2107'JUNCTION OF COUNTY ROAD 24 (BRIDGE STREET) AND COUNTY ROAD 9 (LAKE
 QO2107'GEORGE BOULEVARD NORTHWEST) IN ST. FRANCIS, 37.0 FT (11.3 M) SOUTH OF
 QO2107'COUNTY ROAD 24, 36.0 FT (11.0 M) EAST OF A POWER POLE WITH TWO GUY
 QO2107'WIRES, 13.0 FT (4.0 M) EAST OF A DRIVEWAY, 0.5 FT (15 CM) NORTH OF A
 QO2107'WITNESS POST.  THE DISK HAS BEEN HIT AND LEANS TO THE WEST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 QO2108 ***********************************************************************
 QO2108  DESIGNATION -  0206 AB 4
 QO2108  PID         -  QO2108
 QO2108  STATE/COUNTY-  MN/ANOKA
 QO2108  COUNTRY     -  US
 QO2108  USGS QUAD   -  SAINT FRANCIS (2019)
 QO2108
 QO2108                         *CURRENT SURVEY CONTROL
 QO2108  ______________________________________________________________________
 QO2108* NAD 83(1986) POSITION- 45 23 05.47   (N) 093 19 17.58   (W)   HD_HELD1
 QO2108* NAVD 88 ORTHO HEIGHT -   283.169 (meters)      929.03  (feet) ADJUSTED
 QO2108  ______________________________________________________________________
 QO2108  GEOID HEIGHT    -        -28.336 (meters)                     GEOID18
 QO2108  DYNAMIC HEIGHT  -        283.150 (meters)      928.97  (feet) COMP
 QO2108  MODELED GRAVITY -    980,543.5   (mgal)                       NAVD 88
 QO2108
 QO2108  VERT ORDER      -  SECOND    CLASS I
 QO2108
 QO2108.The horizontal coordinates were determined by differentially corrected
 QO2108.hand held GPS observations or other comparable positioning techniques
 QO2108.and have an estimated accuracy of +/- 3 meters.
 QO2108
 QO2108.The orthometric height was determined by differential leveling and
 QO2108.adjusted by the NATIONAL GEODETIC SURVEY
 QO2108.in June 1991.
 QO2108
 QO2108.Significant digits in the geoid height do not necessarily reflect accuracy.
 QO2108.GEOID18 height accuracy estimate available here.
 QO2108
 QO2108.Click photographs - Photos may exist for this station.
 QO2108
 QO2108.The dynamic height is computed by dividing the NAVD 88
 QO2108.geopotential number by the normal gravity value computed on the
 QO2108.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QO2108.degrees latitude (g = 980.6199 gals.).
 QO2108
 QO2108.The modeled gravity was interpolated from observed gravity values.
 QO2108
 QO2108;                    North         East    Units  Estimated Accuracy
 QO2108;SPC MN S     -   365,218.0     853,135.9     MT  (+/- 3 meters HH1 GPS) 
 QO2108
 QO2108_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL7482725754(NAD 83)
 QO2108
 QO2108                          SUPERSEDED SURVEY CONTROL
 QO2108
 QO2108.No superseded survey control is available for this station.
 QO2108
 QO2108_MARKER: DV = VERTICAL CONTROL DISK
 QO2108_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 QO2108_STAMPING: 0206 AB 4 1979
 QO2108_MARK LOGO: MNHD
 QO2108_PROJECTION: RECESSED 30 CENTIMETERS
 QO2108_MAGNETIC: I = MARKER IS A STEEL ROD
 QO2108_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QO2108
 QO2108  HISTORY     - Date     Condition        Report By
 QO2108  HISTORY     - 1979     MONUMENTED       MNHD
 QO2108
 QO2108                          STATION DESCRIPTION
 QO2108
 QO2108'DESCRIBED BY MN HIGHWAY DEPT 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 = MARCH 21, 2026 06:05:54 EDT
 QO2109 ***********************************************************************
 QO2109  DESIGNATION -  0206 AB 5
 QO2109  PID         -  QO2109
 QO2109  STATE/COUNTY-  MN/ANOKA
 QO2109  COUNTRY     -  US
 QO2109  USGS QUAD   -  SAINT FRANCIS (2019)
 QO2109
 QO2109                         *CURRENT SURVEY CONTROL
 QO2109  ______________________________________________________________________
 QO2109* NAD 83(1986) POSITION- 45 23 05.93   (N) 093 18 59.13   (W)   HD_HELD1
 QO2109* NAVD 88 ORTHO HEIGHT -   287.267 (meters)      942.48  (feet) ADJUSTED
 QO2109  ______________________________________________________________________
 QO2109  GEOID HEIGHT    -        -28.338 (meters)                     GEOID18
 QO2109  DYNAMIC HEIGHT  -        287.248 (meters)      942.41  (feet) COMP
 QO2109  MODELED GRAVITY -    980,543.0   (mgal)                       NAVD 88
 QO2109
 QO2109  VERT ORDER      -  SECOND    CLASS I
 QO2109
 QO2109.The horizontal coordinates were determined by differentially corrected
 QO2109.hand held GPS observations or other comparable positioning techniques
 QO2109.and have an estimated accuracy of +/- 3 meters.
 QO2109
 QO2109.The orthometric height was determined by differential leveling and
 QO2109.adjusted by the NATIONAL GEODETIC SURVEY
 QO2109.in June 1991.
 QO2109
 QO2109.Significant digits in the geoid height do not necessarily reflect accuracy.
 QO2109.GEOID18 height accuracy estimate available here.
 QO2109
 QO2109.Click photographs - Photos may exist for this station.
 QO2109
 QO2109.The dynamic height is computed by dividing the NAVD 88
 QO2109.geopotential number by the normal gravity value computed on the
 QO2109.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QO2109.degrees latitude (g = 980.6199 gals.).
 QO2109
 QO2109.The modeled gravity was interpolated from observed gravity values.
 QO2109
 QO2109;                    North         East    Units  Estimated Accuracy
 QO2109;SPC MN S     -   365,235.5     853,537.1     MT  (+/- 3 meters HH1 GPS) 
 QO2109
 QO2109_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL7522825766(NAD 83)
 QO2109
 QO2109                          SUPERSEDED SURVEY CONTROL
 QO2109
 QO2109.No superseded survey control is available for this station.
 QO2109
 QO2109_MARKER: DV = VERTICAL CONTROL DISK
 QO2109_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 QO2109_STAMPING: 0206 AB 5 1979
 QO2109_MARK LOGO: MNHD
 QO2109_PROJECTION: FLUSH
 QO2109_MAGNETIC: I = MARKER IS A STEEL ROD
 QO2109_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QO2109
 QO2109  HISTORY     - Date     Condition        Report By
 QO2109  HISTORY     - 1979     MONUMENTED       MNHD
 QO2109
 QO2109                          STATION DESCRIPTION
 QO2109
 QO2109'DESCRIBED BY MN HIGHWAY DEPT 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 = MARCH 21, 2026 06:05:54 EDT
 QO2110 ***********************************************************************
 QO2110  DESIGNATION -  0206 AB 6
 QO2110  PID         -  QO2110
 QO2110  STATE/COUNTY-  MN/ANOKA
 QO2110  COUNTRY     -  US
 QO2110  USGS QUAD   -  SAINT FRANCIS (2019)
 QO2110
 QO2110                         *CURRENT SURVEY CONTROL
 QO2110  ______________________________________________________________________
 QO2110* NAD 83(1986) POSITION- 45 23 04.64   (N) 093 18 28.69   (W)   HD_HELD1
 QO2110* NAVD 88 ORTHO HEIGHT -   282.314 (meters)      926.23  (feet) ADJUSTED
 QO2110  ______________________________________________________________________
 QO2110  GEOID HEIGHT    -        -28.342 (meters)                     GEOID18
 QO2110  DYNAMIC HEIGHT  -        282.295 (meters)      926.16  (feet) COMP
 QO2110  MODELED GRAVITY -    980,541.9   (mgal)                       NAVD 88
 QO2110
 QO2110  VERT ORDER      -  SECOND    CLASS I
 QO2110
 QO2110.The horizontal coordinates were determined by differentially corrected
 QO2110.hand held GPS observations or other comparable positioning techniques
 QO2110.and have an estimated accuracy of +/- 3 meters.
 QO2110
 QO2110.The orthometric height was determined by differential leveling and
 QO2110.adjusted by the NATIONAL GEODETIC SURVEY
 QO2110.in June 1991.
 QO2110
 QO2110.Significant digits in the geoid height do not necessarily reflect accuracy.
 QO2110.GEOID18 height accuracy estimate available here.
 QO2110
 QO2110.Click photographs - Photos may exist for this station.
 QO2110
 QO2110.The dynamic height is computed by dividing the NAVD 88
 QO2110.geopotential number by the normal gravity value computed on the
 QO2110.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QO2110.degrees latitude (g = 980.6199 gals.).
 QO2110
 QO2110.The modeled gravity was interpolated from observed gravity values.
 QO2110
 QO2110;                    North         East    Units  Estimated Accuracy
 QO2110;SPC MN S     -   365,201.3     854,199.7     MT  (+/- 3 meters HH1 GPS) 
 QO2110
 QO2110_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL7589025724(NAD 83)
 QO2110
 QO2110                          SUPERSEDED SURVEY CONTROL
 QO2110
 QO2110.No superseded survey control is available for this station.
 QO2110
 QO2110_MARKER: DV = VERTICAL CONTROL DISK
 QO2110_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 QO2110_STAMPING: 0206 AB 6 1979
 QO2110_MARK LOGO: MNHD
 QO2110_PROJECTION: FLUSH
 QO2110_MAGNETIC: I = MARKER IS A STEEL ROD
 QO2110_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QO2110
 QO2110  HISTORY     - Date     Condition        Report By
 QO2110  HISTORY     - 1979     MONUMENTED       MNHD
 QO2110
 QO2110                          STATION DESCRIPTION
 QO2110
 QO2110'DESCRIBED BY MN HIGHWAY DEPT 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 = MARCH 21, 2026 06:05:54 EDT
 QO2111 ***********************************************************************
 QO2111  DESIGNATION -  0206 AB 7
 QO2111  PID         -  QO2111
 QO2111  STATE/COUNTY-  MN/ANOKA
 QO2111  COUNTRY     -  US
 QO2111  USGS QUAD   -  SAINT FRANCIS (2019)
 QO2111
 QO2111                         *CURRENT SURVEY CONTROL
 QO2111  ______________________________________________________________________
 QO2111* NAD 83(1986) POSITION- 45 23 04.     (N) 093 17 41.     (W)   SCALED
 QO2111* NAVD 88 ORTHO HEIGHT -   281.362 (meters)      923.10  (feet) ADJUSTED
 QO2111  ______________________________________________________________________
 QO2111  GEOID HEIGHT    -        -28.350 (meters)                     GEOID18
 QO2111  DYNAMIC HEIGHT  -        281.343 (meters)      923.04  (feet) COMP
 QO2111  MODELED GRAVITY -    980,540.6   (mgal)                       NAVD 88
 QO2111
 QO2111  VERT ORDER      -  SECOND    CLASS I
 QO2111
 QO2111.The horizontal coordinates were scaled from a map and have
 QO2111.an estimated accuracy of +/- 6 seconds.
 QO2111
 QO2111.The orthometric height was determined by differential leveling and
 QO2111.adjusted by the NATIONAL GEODETIC SURVEY
 QO2111.in June 1991.
 QO2111
 QO2111.Significant digits in the geoid height do not necessarily reflect accuracy.
 QO2111.GEOID18 height accuracy estimate available here.
 QO2111
 QO2111.Click photographs - Photos may exist for this station.
 QO2111
 QO2111.The dynamic height is computed by dividing the NAVD 88
 QO2111.geopotential number by the normal gravity value computed on the
 QO2111.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QO2111.degrees latitude (g = 980.6199 gals.).
 QO2111
 QO2111.The modeled gravity was interpolated from observed gravity values.
 QO2111
 QO2111;                    North         East    Units  Estimated Accuracy
 QO2111;SPC MN S     -   365,190.      855,240.      MT  (+/- 180 meters Scaled)
 QO2111
 QO2111_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL769257(NAD 83)
 QO2111
 QO2111                          SUPERSEDED SURVEY CONTROL
 QO2111
 QO2111.No superseded survey control is available for this station.
 QO2111
 QO2111_MARKER: DV = VERTICAL CONTROL DISK
 QO2111_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 QO2111_STAMPING: 0206 AB 7 1979
 QO2111_MARK LOGO: MNHD
 QO2111_PROJECTION: RECESSED 5 CENTIMETERS
 QO2111_MAGNETIC: I = MARKER IS A STEEL ROD
 QO2111_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QO2111
 QO2111  HISTORY     - Date     Condition        Report By
 QO2111  HISTORY     - 1979     MONUMENTED       MNHD
 QO2111
 QO2111                          STATION DESCRIPTION
 QO2111
 QO2111'DESCRIBED BY MN HIGHWAY DEPT 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 = MARCH 21, 2026 06:05:54 EDT
 QO2112 ***********************************************************************
 QO2112  DESIGNATION -  0206 AB 8
 QO2112  PID         -  QO2112
 QO2112  STATE/COUNTY-  MN/ANOKA
 QO2112  COUNTRY     -  US
 QO2112  USGS QUAD   -  SAINT FRANCIS (2019)
 QO2112
 QO2112                         *CURRENT SURVEY CONTROL
 QO2112  ______________________________________________________________________
 QO2112* NAD 83(1986) POSITION- 45 23 04.     (N) 093 17 13.     (W)   SCALED
 QO2112* NAVD 88 ORTHO HEIGHT -   282.696 (meters)      927.48  (feet) ADJUSTED
 QO2112  ______________________________________________________________________
 QO2112  GEOID HEIGHT    -        -28.355 (meters)                     GEOID18
 QO2112  DYNAMIC HEIGHT  -        282.676 (meters)      927.41  (feet) COMP
 QO2112  MODELED GRAVITY -    980,539.7   (mgal)                       NAVD 88
 QO2112
 QO2112  VERT ORDER      -  SECOND    CLASS I
 QO2112
 QO2112.The horizontal coordinates were scaled from a map and have
 QO2112.an estimated accuracy of +/- 6 seconds.
 QO2112
 QO2112.The orthometric height was determined by differential leveling and
 QO2112.adjusted by the NATIONAL GEODETIC SURVEY
 QO2112.in June 1991.
 QO2112
 QO2112.Significant digits in the geoid height do not necessarily reflect accuracy.
 QO2112.GEOID18 height accuracy estimate available here.
 QO2112
 QO2112.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL775256(NAD 83)
 QO2112
 QO2112                          SUPERSEDED SURVEY CONTROL
 QO2112
 QO2112.No superseded survey control is available for this station.
 QO2112
 QO2112_MARKER: DB = BENCH MARK DISK
 QO2112_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 QO2112_STAMPING: 0206 AB 8 1979
 QO2112_MARK LOGO: MNHD
 QO2112_MAGNETIC: I = MARKER IS A STEEL ROD
 QO2112_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QO2112
 QO2112  HISTORY     - Date     Condition        Report By
 QO2112  HISTORY     - 1979     MONUMENTED       MNHD
 QO2112
 QO2112                          STATION DESCRIPTION
 QO2112
 QO2112'DESCRIBED BY MN HIGHWAY DEPT 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 = MARCH 21, 2026 06:05:54 EDT
 QO2113 ***********************************************************************
 QO2113  DESIGNATION -  0206 AB 9
 QO2113  PID         -  QO2113
 QO2113  STATE/COUNTY-  MN/ANOKA
 QO2113  COUNTRY     -  US
 QO2113  USGS QUAD   -  SAINT FRANCIS (2019)
 QO2113
 QO2113                         *CURRENT SURVEY CONTROL
 QO2113  ______________________________________________________________________
 QO2113* NAD 83(2011) POSITION- 45 23 05.47137(N) 093 16 15.71752(W)   ADJUSTED
 QO2113* NAD 83(2011) ELLIP HT-   253.767 (meters)        (06/27/12)   ADJUSTED
 QO2113* NAD 83(2011) EPOCH   -  2010.00
 QO2113* NAVD 88 ORTHO HEIGHT -   282.156 (meters)      925.71  (feet) ADJUSTED
 QO2113  ______________________________________________________________________
 QO2113  GEOID HEIGHT    -        -28.365 (meters)                     GEOID18
 QO2113  NAD 83(2011) X  -   -256,049.204 (meters)                     COMP
 QO2113  NAD 83(2011) Y  - -4,480,113.250 (meters)                     COMP
 QO2113  NAD 83(2011) Z  -  4,517,670.817 (meters)                     COMP
 QO2113  LAPLACE CORR    -         -1.52  (seconds)                    DEFLEC18
 QO2113  DYNAMIC HEIGHT  -        282.136 (meters)      925.64  (feet) COMP
 QO2113  MODELED GRAVITY -    980,538.1   (mgal)                       NAVD 88
 QO2113
 QO2113  VERT ORDER      -  SECOND    CLASS I
 QO2113
 QO2113  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 QO2113  Standards:
 QO2113         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 QO2113            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 QO2113  -------------------------------------------------------------------
 QO2113  NETWORK    0.58   0.76           0.26   0.20   0.39     -0.25181349
 QO2113  -------------------------------------------------------------------
 QO2113  Click here for local accuracies and other accuracy information.
 QO2113
 QO2113.The horizontal coordinates were established by GPS observations
 QO2113.and adjusted by the National Geodetic Survey in June 2012.
 QO2113
 QO2113.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 QO2113.been affixed to the stable North American tectonic plate. See 
 QO2113.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 QO2113
 QO2113.The horizontal coordinates are valid at the epoch date displayed above
 QO2113.which is a decimal equivalence of Year/Month/Day.
 QO2113
 QO2113.The orthometric height was determined by differential leveling and
 QO2113.adjusted by the NATIONAL GEODETIC SURVEY
 QO2113.in June 1991.
 QO2113
 QO2113.Significant digits in the geoid height do not necessarily reflect accuracy.
 QO2113.GEOID18 height accuracy estimate available here.
 QO2113
 QO2113.Click photographs - Photos may exist for this station.
 QO2113
 QO2113.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 QO2113
 QO2113.The Laplace correction was computed from DEFLEC18 derived deflections.
 QO2113
 QO2113.The ellipsoidal height was determined by GPS observations
 QO2113.and is referenced to NAD 83.
 QO2113
 QO2113.The dynamic height is computed by dividing the NAVD 88
 QO2113.geopotential number by the normal gravity value computed on the
 QO2113.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QO2113.degrees latitude (g = 980.6199 gals.).
 QO2113
 QO2113.The modeled gravity was interpolated from observed gravity values.
 QO2113
 QO2113. The following values were computed from the NAD 83(2011) position.
 QO2113
 QO2113;                    North         East     Units Scale Factor Converg.
 QO2113;SPC MN S     -   365,252.067   857,092.284   MT  1.00004110   +0 30 39.4
 QO2113;SPC MN S     - 1,198,331.16  2,811,976.94   sFT  1.00004110   +0 30 39.4
 QO2113;UTM  15      - 5,025,739.878   478,781.969   MT  0.99960554   -0 11 34.6
 QO2113
 QO2113!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QO2113!SPC MN S     -   0.99996022  x   1.00004110  =   1.00000131
 QO2113!UTM  15      -   0.99996022  x   0.99960554  =   0.99956577
 QO2113
 QO2113_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL7878125739(NAD 83)
 QO2113
 QO2113                          SUPERSEDED SURVEY CONTROL
 QO2113
 QO2113  NAD 83(2007)-  45 23 05.47166(N)    093 16 15.71820(W) AD(2002.00) 1
 QO2113  ELLIP H (07/18/11)  253.798  (m)                       GP(2002.00) 2 1
 QO2113  NAVD 88             282.16   (m)          925.7    (f) LEVELING    3  
 QO2113
 QO2113.Superseded values are not recommended for survey control.
 QO2113
 QO2113.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QO2113.See file dsdata.pdf to determine how the superseded data were derived.
 QO2113
 QO2113_MARKER: DV = VERTICAL CONTROL DISK
 QO2113_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 QO2113_STAMPING: 0206 AB 9 1979
 QO2113_MARK LOGO: MNHD
 QO2113_PROJECTION: FLUSH
 QO2113_MAGNETIC: I = MARKER IS A STEEL ROD
 QO2113_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QO2113_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 QO2113+SATELLITE: SATELLITE OBSERVATIONS - September 01, 2019
 QO2113
 QO2113  HISTORY     - Date     Condition        Report By
 QO2113  HISTORY     - 19790401 MONUMENTED       MNHD
 QO2113  HISTORY     - 20070802 GOOD             MNDT
 QO2113  HISTORY     - 20190901 GOOD             MNDT
 QO2113
 QO2113                          STATION DESCRIPTION
 QO2113
 QO2113'DESCRIBED BY MN HIGHWAY DEPT 1979
 QO2113'4.4 MI EAST FROM ST FRANCIS.
 QO2113'THE MARK IS LOCATED 4.4 MILES EAST ALONG COUNTY ROADS 24, 103 AND 13
 QO2113'FROM THE POST OFFICE IN ST FRANCIS AND IS IN THE SE 1/4 OF SECTION
 QO2113'36, T34N, R24W.  THE MARK IS IN THE NORTHWEST QUADRANT OF COUNTY ROAD
 QO2113'AND THE BURLINGTON NORTHERN INC RAILROAD, 60 FEET SOUTH OF A
 QO2113'TELEGRAPH POLE, 47 FEET NORTH OF THE CENTERLINE OF COUNTY ROAD 13, 44
 QO2113'FEET WEST OF THE CENTER OF THE RAILROAD TRACKS, 5 FEET EAST OF A WIRE
 QO2113'FENCE AND 1 FOOT SOUTH OF A STEEL WITNESS POST.  THE MARK, A STANDARD
 QO2113'MNDT VERTICAL CONTROL MARK DISK STAMPED---0206 AB 9 1979---, IS ON
 QO2113'TOP OF AN 8 FOOT COPPER CLAD STEEL ROD WITH 4 INCHES OF STEEL POST
 QO2113'BOLTED TO THE BOTTOM AND SET IN 8 INCHES OF CONCRETE IN A 6 INCH
 QO2113'DIAMETER HOLE THEN BACKFILLED WITH THE TOP FLUSH WITH THE GROUND.
 QO2113
 QO2113                          STATION RECOVERY (2007)
 QO2113
 QO2113'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (KMS)
 QO2113'THE MARK WAS RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.
 QO2113'THE MARK IS 4.4 MILES EAST OF POST OFFICE IN SAINT FRANCIS, IN
 QO2113'NORTHWEST QUADRANT OF JUNCTION OF RAILROAD AND COUNTY ROAD 13 (229TH
 QO2113'AVENUE NORTHWEST), 0.1 MILE EAST OF FLINTWOOD STREET NORTHWEST, 47
 QO2113'FEET NORTH OF COUNTY ROAD 13, 44 FEET WEST OF RAILROAD, 13.8 FEET WEST
 QO2113'OF SOUTHWEST CORNER OF RAILROAD BUILDING, 5 FEET EAST OF FENCE, 4.0
 QO2113'FEET EAST OF POWER POLE, 1.0 FOOT SOUTH OF WITNESS POST.
 QO2113
 QO2113                          STATION RECOVERY (2019)
 QO2113
 QO2113'RECOVERY NOTE BY MN DEPT OF TRANSP 2019 (DCH)
 QO2113'4.4 MI (7.1 KM) EAST OF POST OFFICE IN ST. FRANCIS, IN THE NORTHWEST
 QO2113'QUADRANT OF THE JUNCTION OF A RAILROAD AND COUNTY ROAD 13 (229TH
 QO2113'AVENUE NORTHWEST), 0.1 MI (0.2 KM) EAST OF FLINTWOOD STREET NORTHWEST,
 QO2113'47.0 FT (14.3 M) NORTH OF COUNTY ROAD 13, 44.0 FT (13.4 M) WEST OF
 QO2113'RAILROAD, 13.8 FT (4.2 M) WEST OF THE SOUTHWEST CORNER OF A RAILROAD
 QO2113'BUILDING, 5.0 FT (1.5 M) EAST OF A FENCE, 4.0 FT (1.2 M) EAST OF A
 QO2113'POWER POLE, 1.0 FT (0.3 M) SOUTH OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DP9237 ***********************************************************************
 DP9237  DESIGNATION -  0206 AC RESET
 DP9237  PID         -  DP9237
 DP9237  STATE/COUNTY-  MN/ANOKA
 DP9237  COUNTRY     -  US
 DP9237  USGS QUAD   -  SAINT FRANCIS (2019)
 DP9237
 DP9237                         *CURRENT SURVEY CONTROL
 DP9237  ______________________________________________________________________
 DP9237* NAD 83(1986) POSITION- 45 23 57.41   (N) 093 22 02.21   (W)   HD_HELD1
 DP9237* NAVD 88 ORTHO HEIGHT -   279.443 (meters)      916.81  (feet) ADJUSTED
 DP9237  ______________________________________________________________________
 DP9237  GEOID HEIGHT    -        -28.319 (meters)                     GEOID18
 DP9237  DYNAMIC HEIGHT  -        279.427 (meters)      916.75  (feet) COMP
 DP9237  MODELED GRAVITY -    980,548.8   (mgal)                       NAVD 88
 DP9237
 DP9237  VERT ORDER      -  SECOND    CLASS I
 DP9237
 DP9237.The horizontal coordinates were determined by differentially corrected
 DP9237.hand held GPS observations or other comparable positioning techniques
 DP9237.and have an estimated accuracy of +/- 3 meters.
 DP9237
 DP9237.The orthometric height was determined by differential leveling and
 DP9237.adjusted by the NATIONAL GEODETIC SURVEY
 DP9237.in May 2016.
 DP9237
 DP9237.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP9237.GEOID18 height accuracy estimate available here.
 DP9237
 DP9237.Click photographs - Photos may exist for this station.
 DP9237
 DP9237.The dynamic height is computed by dividing the NAVD 88
 DP9237.geopotential number by the normal gravity value computed on the
 DP9237.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP9237.degrees latitude (g = 980.6199 gals.).
 DP9237
 DP9237.The modeled gravity was interpolated from observed gravity values.
 DP9237
 DP9237;                    North         East    Units  Estimated Accuracy
 DP9237;SPC MN S     -   366,792.8     849,542.0     MT  (+/- 3 meters HH1 GPS) 
 DP9237
 DP9237_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL7125427372(NAD 83)
 DP9237
 DP9237                          SUPERSEDED SURVEY CONTROL
 DP9237
 DP9237.No superseded survey control is available for this station.
 DP9237
 DP9237_MARKER: I = METAL ROD
 DP9237_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DP9237_STAMPING: 0206 AC RESET 2014
 DP9237_MARK LOGO: MNDT
 DP9237_PROJECTION: RECESSED 3 CENTIMETERS
 DP9237_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DP9237_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DP9237_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP9237+SATELLITE: SATELLITE OBSERVATIONS - October 14, 2014
 DP9237_ROD/PIPE-DEPTH: 19.5 meters
 DP9237
 DP9237  HISTORY     - Date     Condition        Report By
 DP9237  HISTORY     - 20141014 MONUMENTED       MNDT
 DP9237
 DP9237                          STATION DESCRIPTION
 DP9237
 DP9237'DESCRIBED BY MN DEPT OF TRANSP 2014
 DP9237'THE STATION IS LOCATED ABOUT 6.8 MI (10.9 KM) NORTHWEST OF CEDAR, 5.5
 DP9237'MI (8.8 KM) SOUTHEAST OF CROWN AND 0.9 MI (1.4 KM) NORTH-NORTHWEST OF
 DP9237'SAINT FRANCIS.
 DP9237'
 DP9237'TO REACH THE MARK AT TRUNK HIGHWAY 47 (SAINT FRANCIS BOULEVARD) MILE
 DP9237'POINT 35.6, 1 MI (1.6 KM) SOUTH OF COUNTY LINE, IN NORTHEAST QUADRANT
 DP9237'OF THE JUNCTION OF TRUNK HIGHWAY 47 AND COUNTY ROAD 28 (AMBASSADOR
 DP9237'BOULEVARD NORTHWEST).
 DP9237'
 DP9237'THE MARK IS LOCATED 150 FT (45.7 M) EAST OF TRUNK HIGHWAY 47, 52 FT
 DP9237'(15.8 M) NORTH OF COUNTY ROAD 28, 18 FT (5.5 M) WEST OF A FIELD
 DP9237'ENTRANCE, 7.4 FT (2.3 M) WEST-SOUTHWEST OF WEST GATE POST, 2.5 FT (0.8
 DP9237'M) SOUTH OF A WITNESS POST.
 DP9237'
 DP9237'NOTE - THE STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM
 DP9237'ROD DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION REMOVABLE
 DP9237'DISK SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH
 DP9237'PVC PIPE BACK FILLED WITH WASHED SAND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 AH8958 ***********************************************************************
 AH8958  DESIGNATION -  0206 AD
 AH8958  PID         -  AH8958
 AH8958  STATE/COUNTY-  MN/ANOKA
 AH8958  COUNTRY     -  US
 AH8958  USGS QUAD   -  SAINT FRANCIS (2019)
 AH8958
 AH8958                         *CURRENT SURVEY CONTROL
 AH8958  ______________________________________________________________________
 AH8958* NAD 83(2011) POSITION- 45 24 22.19913(N) 093 22 05.48219(W)   ADJUSTED
 AH8958* NAD 83(2011) ELLIP HT-   252.348 (meters)        (09/04/15)   ADJUSTED
 AH8958* NAD 83(2011) EPOCH   -  2010.00
 AH8958* NAVD 88 ORTHO HEIGHT -   280.647 (meters)      920.76  (feet) ADJUSTED
 AH8958  ______________________________________________________________________
 AH8958  GEOID HEIGHT    -        -28.317 (meters)                     GEOID18
 AH8958  NAD 83(2011) X  -   -263,546.645 (meters)                     COMP
 AH8958  NAD 83(2011) Y  - -4,477,987.998 (meters)                     COMP
 AH8958  NAD 83(2011) Z  -  4,519,333.227 (meters)                     COMP
 AH8958  LAPLACE CORR    -         -1.16  (seconds)                    DEFLEC18
 AH8958  DYNAMIC HEIGHT  -        280.630 (meters)      920.70  (feet) COMP
 AH8958  MODELED GRAVITY -    980,550.3   (mgal)                       NAVD 88
 AH8958
 AH8958  VERT ORDER      -  SECOND    CLASS I
 AH8958
 AH8958  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AH8958  Standards:
 AH8958         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AH8958            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AH8958  -------------------------------------------------------------------
 AH8958  NETWORK    0.63   1.57           0.28   0.23   0.80      0.10269402
 AH8958  -------------------------------------------------------------------
 AH8958  Click here for local accuracies and other accuracy information.
 AH8958
 AH8958.The horizontal coordinates were established by GPS observations
 AH8958.and adjusted by the MN DEPT OF TRANSP in September 2015.
 AH8958
 AH8958.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AH8958.been affixed to the stable North American tectonic plate. See 
 AH8958.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AH8958
 AH8958.The horizontal coordinates are valid at the epoch date displayed above
 AH8958.which is a decimal equivalence of Year/Month/Day.
 AH8958
 AH8958.The orthometric height was determined by differential leveling and
 AH8958.adjusted by the NATIONAL GEODETIC SURVEY
 AH8958.in May 2000.
 AH8958
 AH8958.Significant digits in the geoid height do not necessarily reflect accuracy.
 AH8958.GEOID18 height accuracy estimate available here.
 AH8958
 AH8958.Click photographs - Photos may exist for this station.
 AH8958
 AH8958.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AH8958
 AH8958.The Laplace correction was computed from DEFLEC18 derived deflections.
 AH8958
 AH8958.The ellipsoidal height was determined by GPS observations
 AH8958.and is referenced to NAD 83.
 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. The following values were computed from the NAD 83(2011) position.
 AH8958
 AH8958;                    North         East     Units Scale Factor Converg.
 AH8958;SPC MN S     -   367,557.511   849,464.872   MT  1.00004693   +0 26 34.3
 AH8958;SPC MN S     - 1,205,894.93  2,786,952.67   sFT  1.00004693   +0 26 34.3
 AH8958;UTM  15      - 5,028,137.879   471,186.793   MT  0.99961021   -0 15 43.9
 AH8958
 AH8958!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH8958!SPC MN S     -   0.99996044  x   1.00004693  =   1.00000737
 AH8958!UTM  15      -   0.99996044  x   0.99961021  =   0.99957066
 AH8958
 AH8958_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL7118628137(NAD 83)
 AH8958
 AH8958                          SUPERSEDED SURVEY CONTROL
 AH8958
 AH8958.No superseded survey control is available for this station.
 AH8958
 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 5 CENTIMETERS
 AH8958_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AH8958_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AH8958_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH8958+SATELLITE: SATELLITE OBSERVATIONS - June 10, 2015
 AH8958_ROD/PIPE-DEPTH: 12.2 meters
 AH8958
 AH8958  HISTORY     - Date     Condition        Report By
 AH8958  HISTORY     - 19920331 MONUMENTED       MNDT
 AH8958  HISTORY     - 20041120 GOOD             USPSQD
 AH8958  HISTORY     - 20141014 GOOD             MNDT
 AH8958  HISTORY     - 20150610 GOOD             MNDT
 AH8958
 AH8958                          STATION DESCRIPTION
 AH8958
 AH8958'DESCRIBED BY MN DEPT OF TRANSP 1992 (DKH)
 AH8958'THE MARK IS LOCATED ABOUT 1.5 MI (2.4 KM) NNW OF ST FRANCIS, 1.7 MI
 AH8958'(2.7 KM) NORTH ALONG TH 47 FROM THE JCT OF TH 47 AND CO RD 24 EAST IN
 AH8958'ST FRANCIS, 0.5 MI (0.8 KM) SOUTH OF THE COUNTY LINE, IN THE SW
 AH8958'QUADRANT OF JCT OF TH 47 AND 241ST AVE, AT TH 47 MP 36.05, 103.5 FT
 AH8958'(31.5 M) WEST OF TH 47, 28.5 FT (8.7 M) SOUTH OF 241ST AVE, 65.5 FT
 AH8958'(20.0 M) WEST OF A P-POLE, 1.0 FT (0.3 M) EAST OF A WIT POST AND 0.3
 AH8958'FT (9.1 CM) BELOW GROUND LEVEL.
 AH8958
 AH8958                          STATION RECOVERY (2004)
 AH8958
 AH8958'RECOVERY NOTE BY US POWER SQUADRON 2004 (JCH)
 AH8958'RECOVERED IN GOOD CONDITION.
 AH8958
 AH8958                          STATION RECOVERY (2014)
 AH8958
 AH8958'RECOVERY NOTE BY MN DEPT OF TRANSP 2014 (KMS)
 AH8958'RECOVERED AS DESCRIBED.
 AH8958
 AH8958                          STATION RECOVERY (2015)
 AH8958
 AH8958'RECOVERY NOTE BY MN DEPT OF TRANSP 2015 (BEN)
 AH8958'IN SAINT FRANCIS, AT TRUNK HIGHWAY 47 (SAINT FRANCIS BOULEVARD
 AH8958'NORTHWEST) MILEPOINT 36.05, 0.5 MILE NORTH ON TRUNK HIGHWAY 47 FROM
 AH8958'JUNCTION OF TRUNK HIGHWAY 47 AND COUNTY ROAD 28 (AMBASSADOR BOULEVARD
 AH8958'NORTHWEST) IN SAINT FRANCIS, 0.5 MILE SOUTH OF COUNTY LINE, IN
 AH8958'SOUTHWEST QUADRANT OF JUNCTION OF TRUNK HIGHWAY 47 AND 241ST AVENUE,
 AH8958'127.5 FEET WEST OF MAILBOX NUMBER 24105, 125 FEET SOUTH-SOUTHWEST OF
 AH8958'POWER POLE, 103.5 FEET WEST OF TRUNK HIGHWAY 47, 75 FEET
 AH8958'NORTH-NORTHWEST OF POWER POLE, 28.5 FEET SOUTH OF 241ST AVENUE, 1.0
 AH8958'FOOT EAST OF WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DP9236 ***********************************************************************
 DP9236  DESIGNATION -  0206 AE
 DP9236  PID         -  DP9236
 DP9236  STATE/COUNTY-  MN/ANOKA
 DP9236  COUNTRY     -  US
 DP9236  USGS QUAD   -  SAINT FRANCIS (2019)
 DP9236
 DP9236                         *CURRENT SURVEY CONTROL
 DP9236  ______________________________________________________________________
 DP9236* NAD 83(1986) POSITION- 45 23 20.05   (N) 093 22 05.30   (W)   HD_HELD1
 DP9236* NAVD 88 ORTHO HEIGHT -   278.676 (meters)      914.29  (feet) ADJUSTED
 DP9236  ______________________________________________________________________
 DP9236  GEOID HEIGHT    -        -28.320 (meters)                     GEOID18
 DP9236  DYNAMIC HEIGHT  -        278.659 (meters)      914.23  (feet) COMP
 DP9236  MODELED GRAVITY -    980,546.4   (mgal)                       NAVD 88
 DP9236
 DP9236  VERT ORDER      -  SECOND    CLASS I
 DP9236
 DP9236.The horizontal coordinates were determined by differentially corrected
 DP9236.hand held GPS observations or other comparable positioning techniques
 DP9236.and have an estimated accuracy of +/- 3 meters.
 DP9236
 DP9236.The orthometric height was determined by differential leveling and
 DP9236.adjusted by the NATIONAL GEODETIC SURVEY
 DP9236.in May 2016.
 DP9236
 DP9236.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP9236.GEOID18 height accuracy estimate available here.
 DP9236
 DP9236.Click photographs - Photos may exist for this station.
 DP9236
 DP9236.The dynamic height is computed by dividing the NAVD 88
 DP9236.geopotential number by the normal gravity value computed on the
 DP9236.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP9236.degrees latitude (g = 980.6199 gals.).
 DP9236
 DP9236.The modeled gravity was interpolated from observed gravity values.
 DP9236
 DP9236;                    North         East    Units  Estimated Accuracy
 DP9236;SPC MN S     -   365,638.8     849,483.7     MT  (+/- 3 meters HH1 GPS) 
 DP9236
 DP9236_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL7118126219(NAD 83)
 DP9236
 DP9236                          SUPERSEDED SURVEY CONTROL
 DP9236
 DP9236.No superseded survey control is available for this station.
 DP9236
 DP9236_MARKER: F = FLANGE-ENCASED ROD
 DP9236_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DP9236_STAMPING: 0206 AE 2014
 DP9236_MARK LOGO: MNDT
 DP9236_PROJECTION: RECESSED 5 CENTIMETERS
 DP9236_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DP9236_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DP9236_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP9236+SATELLITE: SATELLITE OBSERVATIONS - October 29, 2014
 DP9236_ROD/PIPE-DEPTH: 14.9 meters
 DP9236
 DP9236  HISTORY     - Date     Condition        Report By
 DP9236  HISTORY     - 20141029 MONUMENTED       MNDT
 DP9236
 DP9236                          STATION DESCRIPTION
 DP9236
 DP9236'DESCRIBED BY MN DEPT OF TRANSP 2014
 DP9236'THE STATION IS LOCATED ABOUT 6.2 MI (10.0 KM) NORTHWEST OF CEDAR, 5.9
 DP9236'MI (9.5 KM) SOUTHEAST OF CROWN AND IN THE TOWN OF SAINT FRANCIS, MN.
 DP9236'
 DP9236'TO REACH THE MARK GO 0.7 MI (1.1 KM) SOUTH ALONG TRUNK HIGHWAY 47 FROM
 DP9236'THE JUNCTION OF TRUNK HIGHWAY 47 AND COUNTY ROAD 28 IN SAINT FRANCIS,
 DP9236'AT TRUNK HIGHWAY 47 MILE POINT 34.8.
 DP9236'
 DP9236'THE MARK IS LOCATED 47.4 FT (14.4 M) WEST OF SOUTHBOUND TRUNK HIGHWAY
 DP9236'47, 13.7 FT (4.2 M) EAST OF BIKE PATH, 1.5 FT (0.5 M) EAST OF A
 DP9236'WITNESS POST.
 DP9236'
 DP9236'NOTE - THE STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM
 DP9236'ROD DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION REMOVABLE
 DP9236'DISK SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH
 DP9236'PVC PIPE BACK FILLED WITH WASHED SAND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DP9235 ***********************************************************************
 DP9235  DESIGNATION -  0206 AF
 DP9235  PID         -  DP9235
 DP9235  STATE/COUNTY-  MN/ANOKA
 DP9235  COUNTRY     -  US
 DP9235  USGS QUAD   -  CROWN (2019)
 DP9235
 DP9235                         *CURRENT SURVEY CONTROL
 DP9235  ______________________________________________________________________
 DP9235* NAD 83(1986) POSITION- 45 22 47.23   (N) 093 22 57.57   (W)   HD_HELD1
 DP9235* NAVD 88 ORTHO HEIGHT -   273.166 (meters)      896.21  (feet) ADJUSTED
 DP9235  ______________________________________________________________________
 DP9235  GEOID HEIGHT    -        -28.319 (meters)                     GEOID18
 DP9235  DYNAMIC HEIGHT  -        273.148 (meters)      896.15  (feet) COMP
 DP9235  MODELED GRAVITY -    980,543.7   (mgal)                       NAVD 88
 DP9235
 DP9235  VERT ORDER      -  SECOND    CLASS I
 DP9235
 DP9235.The horizontal coordinates were determined by differentially corrected
 DP9235.hand held GPS observations or other comparable positioning techniques
 DP9235.and have an estimated accuracy of +/- 3 meters.
 DP9235
 DP9235.The orthometric height was determined by differential leveling and
 DP9235.adjusted by the NATIONAL GEODETIC SURVEY
 DP9235.in May 2016.
 DP9235
 DP9235.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP9235.GEOID18 height accuracy estimate available here.
 DP9235
 DP9235.Click photographs - Photos may exist for this station.
 DP9235
 DP9235.The dynamic height is computed by dividing the NAVD 88
 DP9235.geopotential number by the normal gravity value computed on the
 DP9235.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP9235.degrees latitude (g = 980.6199 gals.).
 DP9235
 DP9235.The modeled gravity was interpolated from observed gravity values.
 DP9235
 DP9235;                    North         East    Units  Estimated Accuracy
 DP9235;SPC MN S     -   364,616.9     848,354.3     MT  (+/- 3 meters HH1 GPS) 
 DP9235
 DP9235_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL7004025212(NAD 83)
 DP9235
 DP9235                          SUPERSEDED SURVEY CONTROL
 DP9235
 DP9235.No superseded survey control is available for this station.
 DP9235
 DP9235_MARKER: F = FLANGE-ENCASED ROD
 DP9235_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DP9235_STAMPING: 0206 AF 2014
 DP9235_MARK LOGO: MNDT
 DP9235_PROJECTION: RECESSED 8 CENTIMETERS
 DP9235_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DP9235_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DP9235_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP9235+SATELLITE: SATELLITE OBSERVATIONS - October 29, 2014
 DP9235_ROD/PIPE-DEPTH: 30.2 meters
 DP9235
 DP9235  HISTORY     - Date     Condition        Report By
 DP9235  HISTORY     - 20141029 MONUMENTED       MNDT
 DP9235
 DP9235                          STATION DESCRIPTION
 DP9235
 DP9235'DESCRIBED BY MN DEPT OF TRANSP 2014
 DP9235'THE STATION IS LOCATED ABOUT 5.9 MI (9.5 KM) SOUTHEAST OF CROWN, 5.6
 DP9235'MI (9.0 KM) NORTHEAST OF NOWTHEN AND 1.2 MI (1.9 KM) WEST-SOUTHWEST OF
 DP9235'SAINT FRANCIS.
 DP9235'
 DP9235'TO REACH THE MARK GO 0.05 MI (0.1 KM) NORTHEAST ALONG TRUNK HIGHWAY 47
 DP9235'FROM THE JUNCTION OF TRUNK HIGHWAY 47 AND COUNTY ROAD 24 (NORRIS LAKE
 DP9235'ROAD NORTHWEST), AT TRUNK HIGHWAY 47 MILE POINT 33.65.
 DP9235'
 DP9235'THE MARK IS LOCATED 16.0 FT (4.9 M) NORTHWEST OF TRUNK HIGHWAY 47, 1.3
 DP9235'FT (0.4 M) SOUTHEAST OF RIGHT-OF-WAY POST, 1.3 FT (0.4 M) NORTHEAST OF
 DP9235'A WITNESS POST.
 DP9235'
 DP9235'NOTE - THE STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM
 DP9235'ROD DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION REMOVABLE
 DP9235'DISK SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH
 DP9235'PVC PIPE BACK FILLED WITH WASHED SAND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DP8533 ***********************************************************************
 DP8533  DESIGNATION -  0206 AG
 DP8533  PID         -  DP8533
 DP8533  STATE/COUNTY-  MN/ANOKA
 DP8533  COUNTRY     -  US
 DP8533  USGS QUAD   -  NOWTHEN (2019)
 DP8533
 DP8533                         *CURRENT SURVEY CONTROL
 DP8533  ______________________________________________________________________
 DP8533* NAD 83(2011) POSITION- 45 19 40.33920(N) 093 24 08.91538(W)   ADJUSTED
 DP8533* NAD 83(2011) ELLIP HT-   249.625 (meters)        (09/04/15)   ADJUSTED
 DP8533* NAD 83(2011) EPOCH   -  2010.00
 DP8533* NAVD 88 ORTHO HEIGHT -   277.921 (meters)      911.81  (feet) ADJUSTED
 DP8533  ______________________________________________________________________
 DP8533  GEOID HEIGHT    -        -28.319 (meters)                     GEOID18
 DP8533  NAD 83(2011) X  -   -266,593.725 (meters)                     COMP
 DP8533  NAD 83(2011) Y  - -4,484,009.122 (meters)                     COMP
 DP8533  NAD 83(2011) Z  -  4,513,217.656 (meters)                     COMP
 DP8533  LAPLACE CORR    -          0.32  (seconds)                    DEFLEC18
 DP8533  DYNAMIC HEIGHT  -        277.900 (meters)      911.74  (feet) COMP
 DP8533  MODELED GRAVITY -    980,531.9   (mgal)                       NAVD 88
 DP8533
 DP8533  VERT ORDER      -  SECOND    CLASS I
 DP8533
 DP8533  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DP8533  Standards:
 DP8533         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DP8533            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DP8533  -------------------------------------------------------------------
 DP8533  NETWORK    0.65   1.67           0.29   0.24   0.85      0.09416267
 DP8533  -------------------------------------------------------------------
 DP8533  Click here for local accuracies and other accuracy information.
 DP8533
 DP8533.The horizontal coordinates were established by GPS observations
 DP8533.and adjusted by the MN DEPT OF TRANSP in September 2015.
 DP8533
 DP8533.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DP8533.been affixed to the stable North American tectonic plate. See 
 DP8533.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DP8533
 DP8533.The horizontal coordinates are valid at the epoch date displayed above
 DP8533.which is a decimal equivalence of Year/Month/Day.
 DP8533
 DP8533.The orthometric height was determined by differential leveling and
 DP8533.adjusted by the NATIONAL GEODETIC SURVEY
 DP8533.in May 2016.
 DP8533
 DP8533.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP8533.GEOID18 height accuracy estimate available here.
 DP8533
 DP8533.Click photographs - Photos may exist for this station.
 DP8533
 DP8533.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DP8533
 DP8533.The Laplace correction was computed from DEFLEC18 derived deflections.
 DP8533
 DP8533.The ellipsoidal height was determined by GPS observations
 DP8533.and is referenced to NAD 83.
 DP8533
 DP8533.The dynamic height is computed by dividing the NAVD 88
 DP8533.geopotential number by the normal gravity value computed on the
 DP8533.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP8533.degrees latitude (g = 980.6199 gals.).
 DP8533
 DP8533.The modeled gravity was interpolated from observed gravity values.
 DP8533
 DP8533. The following values were computed from the NAD 83(2011) position.
 DP8533
 DP8533;                    North         East     Units Scale Factor Converg.
 DP8533;SPC MN S     -   358,835.681   846,844.177   MT  1.00002620   +0 25 07.8
 DP8533;SPC MN S     - 1,177,280.06  2,778,354.60   sFT  1.00002620   +0 25 07.8
 DP8533;UTM  15      - 5,019,452.652   468,460.134   MT  0.99961223   -0 17 10.4
 DP8533
 DP8533!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DP8533!SPC MN S     -   0.99996087  x   1.00002620  =   0.99998706
 DP8533!UTM  15      -   0.99996087  x   0.99961223  =   0.99957311
 DP8533
 DP8533_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL6846019452(NAD 83)
 DP8533
 DP8533                          SUPERSEDED SURVEY CONTROL
 DP8533
 DP8533.No superseded survey control is available for this station.
 DP8533
 DP8533_MARKER: I = METAL ROD
 DP8533_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DP8533_STAMPING: 0206 AG 2014
 DP8533_MARK LOGO: MNDT
 DP8533_PROJECTION: RECESSED 3 CENTIMETERS
 DP8533_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DP8533_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DP8533_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP8533+SATELLITE: SATELLITE OBSERVATIONS - October 29, 2014
 DP8533_ROD/PIPE-DEPTH: 13.4 meters
 DP8533
 DP8533  HISTORY     - Date     Condition        Report By
 DP8533  HISTORY     - 20141029 MONUMENTED       MNDT
 DP8533
 DP8533                          STATION DESCRIPTION
 DP8533
 DP8533'DESCRIBED BY MN DEPT OF TRANSP 2014
 DP8533'IN NOWTHEN, AT THE JUNCTION OF TRUNK HIGHWAY 47 AND COUNTY ROAD 22 IN
 DP8533'NOWTHEN, AT TRUNK HIGHWAY 47 MILEPOINT 29.8, 106.5 FEET WEST OF TRUNK
 DP8533'HIGHWAY 47, 38.6 FEET NORTH OF COUNTY ROAD 22 FOG LINE, 1.5 FEET SOUTH
 DP8533'OF WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DP8534 ***********************************************************************
 DP8534  DESIGNATION -  0206 AH
 DP8534  PID         -  DP8534
 DP8534  STATE/COUNTY-  MN/ANOKA
 DP8534  COUNTRY     -  US
 DP8534  USGS QUAD   -  NOWTHEN (2019)
 DP8534
 DP8534                         *CURRENT SURVEY CONTROL
 DP8534  ______________________________________________________________________
 DP8534* NAD 83(2011) POSITION- 45 17 24.89514(N) 093 25 09.86223(W)   ADJUSTED
 DP8534* NAD 83(2011) ELLIP HT-   243.072 (meters)        (09/04/15)   ADJUSTED
 DP8534* NAD 83(2011) EPOCH   -  2010.00
 DP8534* NAVD 88 ORTHO HEIGHT -   271.366 (meters)      890.31  (feet) ADJUSTED
 DP8534  ______________________________________________________________________
 DP8534  GEOID HEIGHT    -        -28.294 (meters)                     GEOID18
 DP8534  NAD 83(2011) X  -   -268,095.673 (meters)                     COMP
 DP8534  NAD 83(2011) Y  - -4,486,892.961 (meters)                     COMP
 DP8534  NAD 83(2011) Z  -  4,510,272.196 (meters)                     COMP
 DP8534  LAPLACE CORR    -          0.27  (seconds)                    DEFLEC18
 DP8534  DYNAMIC HEIGHT  -        271.343 (meters)      890.23  (feet) COMP
 DP8534  MODELED GRAVITY -    980,525.1   (mgal)                       NAVD 88
 DP8534
 DP8534  VERT ORDER      -  SECOND    CLASS I
 DP8534
 DP8534  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DP8534  Standards:
 DP8534         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DP8534            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DP8534  -------------------------------------------------------------------
 DP8534  NETWORK    0.69   1.65           0.30   0.26   0.84      0.16496433
 DP8534  -------------------------------------------------------------------
 DP8534  Click here for local accuracies and other accuracy information.
 DP8534
 DP8534.The horizontal coordinates were established by GPS observations
 DP8534.and adjusted by the MN DEPT OF TRANSP in September 2015.
 DP8534
 DP8534.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DP8534.been affixed to the stable North American tectonic plate. See 
 DP8534.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DP8534
 DP8534.The horizontal coordinates are valid at the epoch date displayed above
 DP8534.which is a decimal equivalence of Year/Month/Day.
 DP8534
 DP8534.The orthometric height was determined by differential leveling and
 DP8534.adjusted by the NATIONAL GEODETIC SURVEY
 DP8534.in May 2016.
 DP8534
 DP8534.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP8534.GEOID18 height accuracy estimate available here.
 DP8534
 DP8534.Click photographs - Photos may exist for this station.
 DP8534
 DP8534.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DP8534
 DP8534.The Laplace correction was computed from DEFLEC18 derived deflections.
 DP8534
 DP8534.The ellipsoidal height was determined by GPS observations
 DP8534.and is referenced to NAD 83.
 DP8534
 DP8534.The dynamic height is computed by dividing the NAVD 88
 DP8534.geopotential number by the normal gravity value computed on the
 DP8534.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP8534.degrees latitude (g = 980.6199 gals.).
 DP8534
 DP8534.The modeled gravity was interpolated from observed gravity values.
 DP8534
 DP8534. The following values were computed from the NAD 83(2011) position.
 DP8534
 DP8534;                    North         East     Units Scale Factor Converg.
 DP8534;SPC MN S     -   354,644.755   845,546.659   MT  1.00001691   +0 24 25.0
 DP8534;SPC MN S     - 1,163,530.33  2,774,097.66   sFT  1.00001691   +0 24 25.0
 DP8534;UTM  15      - 5,015,279.715   467,111.697   MT  0.99961330   -0 17 53.0
 DP8534
 DP8534!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DP8534!SPC MN S     -   0.99996189  x   1.00001691  =   0.99997880
 DP8534!UTM  15      -   0.99996189  x   0.99961330  =   0.99957521
 DP8534
 DP8534_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL6711115279(NAD 83)
 DP8534
 DP8534                          SUPERSEDED SURVEY CONTROL
 DP8534
 DP8534.No superseded survey control is available for this station.
 DP8534
 DP8534_MARKER: I = METAL ROD
 DP8534_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DP8534_STAMPING: 0206 AH 2014
 DP8534_MARK LOGO: MNDT
 DP8534_PROJECTION: RECESSED 3 CENTIMETERS
 DP8534_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DP8534_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DP8534_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP8534+SATELLITE: SATELLITE OBSERVATIONS - October 29, 2014
 DP8534_ROD/PIPE-DEPTH: 16.5 meters
 DP8534
 DP8534  HISTORY     - Date     Condition        Report By
 DP8534  HISTORY     - 20141029 MONUMENTED       MNDT
 DP8534
 DP8534                          STATION DESCRIPTION
 DP8534
 DP8534'DESCRIBED BY MN DEPT OF TRANSP 2014
 DP8534'IN RAMSEY, 4.25 MILES NORTH ALONG TRUNK HIGHWAY 47 FROM THE JUNCTION
 DP8534'OF TRUNK HIGHWAY 47 AND COUNTY ROAD 5 WEST IN RAMSEY, AT TRUNK HIGHWAY
 DP8534'47 MILEPOINT 26.95, 40 FEET WEST-NORTHWEST OF TRUNK HIGHWAY 47, 150
 DP8534'FEET NORTH-NORTHEAST OF COUNTY ROAD 63 (GREEN VALLEY ROAD NORTHWEST),
 DP8534'40 FEET WEST-NORTHWEST OF TRUNK HIGHWAY 47, 78.2 FEET NORTH-NORTHEAST
 DP8534'OF COUNTY ROAD 63, 12.2 FEET TURN LANE FOG LINE, 1.5 FEET
 DP8534'NORTH-NORTHEAST OF WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DP8535 ***********************************************************************
 DP8535  DESIGNATION -  0206 AJ
 DP8535  PID         -  DP8535
 DP8535  STATE/COUNTY-  MN/ANOKA
 DP8535  COUNTRY     -  US
 DP8535  USGS QUAD   -  NOWTHEN (2019)
 DP8535
 DP8535                         *CURRENT SURVEY CONTROL
 DP8535  ______________________________________________________________________
 DP8535* NAD 83(2011) POSITION- 45 15 44.46209(N) 093 24 45.68335(W)   ADJUSTED
 DP8535* NAD 83(2011) ELLIP HT-   237.687 (meters)        (09/04/15)   ADJUSTED
 DP8535* NAD 83(2011) EPOCH   -  2010.00
 DP8535* NAVD 88 ORTHO HEIGHT -   265.913 (meters)      872.42  (feet) ADJUSTED
 DP8535  ______________________________________________________________________
 DP8535  GEOID HEIGHT    -        -28.247 (meters)                     GEOID18
 DP8535  NAD 83(2011) X  -   -267,700.621 (meters)                     COMP
 DP8535  NAD 83(2011) Y  - -4,489,119.691 (meters)                     COMP
 DP8535  NAD 83(2011) Z  -  4,508,086.492 (meters)                     COMP
 DP8535  LAPLACE CORR    -          1.09  (seconds)                    DEFLEC18
 DP8535  DYNAMIC HEIGHT  -        265.889 (meters)      872.34  (feet) COMP
 DP8535  MODELED GRAVITY -    980,522.7   (mgal)                       NAVD 88
 DP8535
 DP8535  VERT ORDER      -  SECOND    CLASS I
 DP8535
 DP8535  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DP8535  Standards:
 DP8535         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DP8535            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DP8535  -------------------------------------------------------------------
 DP8535  NETWORK    0.71   1.80           0.31   0.26   0.92      0.18181075
 DP8535  -------------------------------------------------------------------
 DP8535  Click here for local accuracies and other accuracy information.
 DP8535
 DP8535.The horizontal coordinates were established by GPS observations
 DP8535.and adjusted by the MN DEPT OF TRANSP in September 2015.
 DP8535
 DP8535.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DP8535.been affixed to the stable North American tectonic plate. See 
 DP8535.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DP8535
 DP8535.The horizontal coordinates are valid at the epoch date displayed above
 DP8535.which is a decimal equivalence of Year/Month/Day.
 DP8535
 DP8535.The orthometric height was determined by differential leveling and
 DP8535.adjusted by the NATIONAL GEODETIC SURVEY
 DP8535.in May 2016.
 DP8535
 DP8535.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP8535.GEOID18 height accuracy estimate available here.
 DP8535
 DP8535.Click photographs - Photos may exist for this station.
 DP8535
 DP8535.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DP8535
 DP8535.The Laplace correction was computed from DEFLEC18 derived deflections.
 DP8535
 DP8535.The ellipsoidal height was determined by GPS observations
 DP8535.and is referenced to NAD 83.
 DP8535
 DP8535.The dynamic height is computed by dividing the NAVD 88
 DP8535.geopotential number by the normal gravity value computed on the
 DP8535.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP8535.degrees latitude (g = 980.6199 gals.).
 DP8535
 DP8535.The modeled gravity was interpolated from observed gravity values.
 DP8535
 DP8535. The following values were computed from the NAD 83(2011) position.
 DP8535
 DP8535;                    North         East     Units Scale Factor Converg.
 DP8535;SPC MN S     -   351,548.044   846,095.815   MT  1.00001030   +0 24 42.0
 DP8535;SPC MN S     - 1,153,370.54  2,775,899.35   sFT  1.00001030   +0 24 42.0
 DP8535;UTM  15      - 5,012,177.726   467,622.508   MT  0.99961289   -0 17 35.3
 DP8535
 DP8535!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DP8535!SPC MN S     -   0.99996274  x   1.00001030  =   0.99997304
 DP8535!UTM  15      -   0.99996274  x   0.99961289  =   0.99957564
 DP8535
 DP8535_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL6762212177(NAD 83)
 DP8535
 DP8535                          SUPERSEDED SURVEY CONTROL
 DP8535
 DP8535.No superseded survey control is available for this station.
 DP8535
 DP8535_MARKER: I = METAL ROD
 DP8535_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DP8535_STAMPING: 0206 AJ 2014
 DP8535_MARK LOGO: MNDT
 DP8535_PROJECTION: RECESSED 5 CENTIMETERS
 DP8535_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DP8535_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DP8535_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP8535+SATELLITE: SATELLITE OBSERVATIONS - October 29, 2014
 DP8535_ROD/PIPE-DEPTH: 19.5 meters
 DP8535
 DP8535  HISTORY     - Date     Condition        Report By
 DP8535  HISTORY     - 20141029 MONUMENTED       MNDT
 DP8535
 DP8535                          STATION DESCRIPTION
 DP8535
 DP8535'DESCRIBED BY MN DEPT OF TRANSP 2014
 DP8535'IN RAMSEY, 2.25 MILES NORTH ALONG TRUNK HIGHWAY 47 FROM THE JUNCTION
 DP8535'OF TRUNK HIGHWAY 47 AND COUNTY ROAD 5 WEST IN RAMSEY, AT TRUNK HIGHWAY
 DP8535'47 MILEPOINT 28.8, 50 FEET WEST-NORTHWEST OF TRUNK HIGHWAY 47, 60 FEET
 DP8535'SOUTH-SOUTHEAST OF 160TH LANE NORTHWEST, 40 FEET EAST-NORTHEAST OF
 DP8535'FRONTAGE ROAD, 1.5 FEET SOUTH-SOUTHEAST OF WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DP8536 ***********************************************************************
 DP8536  DESIGNATION -  0206 AK
 DP8536  PID         -  DP8536
 DP8536  STATE/COUNTY-  MN/ANOKA
 DP8536  COUNTRY     -  US
 DP8536  USGS QUAD   -  ANOKA (2019)
 DP8536
 DP8536                         *CURRENT SURVEY CONTROL
 DP8536  ______________________________________________________________________
 DP8536* NAD 83(2011) POSITION- 45 14 07.17734(N) 093 24 01.29659(W)   ADJUSTED
 DP8536* NAD 83(2011) ELLIP HT-   234.615 (meters)        (09/04/15)   ADJUSTED
 DP8536* NAD 83(2011) EPOCH   -  2010.00
 DP8536* NAVD 88 ORTHO HEIGHT -   262.772 (meters)      862.11  (feet) ADJUSTED
 DP8536  ______________________________________________________________________
 DP8536  GEOID HEIGHT    -        -28.164 (meters)                     GEOID18
 DP8536  NAD 83(2011) X  -   -266,860.970 (meters)                     COMP
 DP8536  NAD 83(2011) Y  - -4,491,304.220 (meters)                     COMP
 DP8536  NAD 83(2011) Z  -  4,505,969.817 (meters)                     COMP
 DP8536  LAPLACE CORR    -          2.56  (seconds)                    DEFLEC18
 DP8536  DYNAMIC HEIGHT  -        262.750 (meters)      862.04  (feet) COMP
 DP8536  MODELED GRAVITY -    980,525.9   (mgal)                       NAVD 88
 DP8536
 DP8536  VERT ORDER      -  SECOND    CLASS I
 DP8536
 DP8536  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DP8536  Standards:
 DP8536         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DP8536            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DP8536  -------------------------------------------------------------------
 DP8536  NETWORK    0.68   1.69           0.30   0.25   0.86      0.17337865
 DP8536  -------------------------------------------------------------------
 DP8536  Click here for local accuracies and other accuracy information.
 DP8536
 DP8536.The horizontal coordinates were established by GPS observations
 DP8536.and adjusted by the MN DEPT OF TRANSP in September 2015.
 DP8536
 DP8536.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DP8536.been affixed to the stable North American tectonic plate. See 
 DP8536.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DP8536
 DP8536.The horizontal coordinates are valid at the epoch date displayed above
 DP8536.which is a decimal equivalence of Year/Month/Day.
 DP8536
 DP8536.The orthometric height was determined by differential leveling and
 DP8536.adjusted by the NATIONAL GEODETIC SURVEY
 DP8536.in May 2016.
 DP8536
 DP8536.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP8536.GEOID18 height accuracy estimate available here.
 DP8536
 DP8536.Click photographs - Photos may exist for this station.
 DP8536
 DP8536.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DP8536
 DP8536.The Laplace correction was computed from DEFLEC18 derived deflections.
 DP8536
 DP8536.The ellipsoidal height was determined by GPS observations
 DP8536.and is referenced to NAD 83.
 DP8536
 DP8536.The dynamic height is computed by dividing the NAVD 88
 DP8536.geopotential number by the normal gravity value computed on the
 DP8536.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP8536.degrees latitude (g = 980.6199 gals.).
 DP8536
 DP8536.The modeled gravity was interpolated from observed gravity values.
 DP8536
 DP8536. The following values were computed from the NAD 83(2011) position.
 DP8536
 DP8536;                    North         East     Units Scale Factor Converg.
 DP8536;SPC MN S     -   348,551.824   847,085.538   MT  1.00000413   +0 25 13.1
 DP8536;SPC MN S     - 1,143,540.44  2,779,146.47   sFT  1.00000413   +0 25 13.1
 DP8536;UTM  15      - 5,009,170.746   468,574.931   MT  0.99961214   -0 17 03.3
 DP8536
 DP8536!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DP8536!SPC MN S     -   0.99996322  x   1.00000413  =   0.99996735
 DP8536!UTM  15      -   0.99996322  x   0.99961214  =   0.99957537
 DP8536
 DP8536_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL6857409170(NAD 83)
 DP8536
 DP8536                          SUPERSEDED SURVEY CONTROL
 DP8536
 DP8536.No superseded survey control is available for this station.
 DP8536
 DP8536_MARKER: I = METAL ROD
 DP8536_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DP8536_STAMPING: 0206 AK 2014
 DP8536_MARK LOGO: MNDT
 DP8536_PROJECTION: RECESSED 3 CENTIMETERS
 DP8536_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DP8536_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DP8536_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP8536+SATELLITE: SATELLITE OBSERVATIONS - October 30, 2014
 DP8536_ROD/PIPE-DEPTH: 19.5 meters
 DP8536
 DP8536  HISTORY     - Date     Condition        Report By
 DP8536  HISTORY     - 20141030 MONUMENTED       MNDT
 DP8536
 DP8536                          STATION DESCRIPTION
 DP8536
 DP8536'DESCRIBED BY MN DEPT OF TRANSP 2014
 DP8536'IN RAMSEY, 0.25 MILE NORTH ALONG TRUNK HIGHWAY 47 FROM THE JUNCTION OF
 DP8536'TRUNK HIGHWAY 47 AND COUNTY ROAD 5 WEST IN RAMSEY, AT TRUNK HIGHWAY 47
 DP8536'MILEPOINT 22.95, 47.2 FEET WEST OF SOUTHBOUND TRUNK HIGHWAY 47 FOG
 DP8536'LINE, 65.6 FEET NORTH-NORTHWEST OF POWER POLE, 1.5 FEET EAST OF
 DP8536'WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DP8537 ***********************************************************************
 DP8537  DESIGNATION -  0206 AL
 DP8537  PID         -  DP8537
 DP8537  STATE/COUNTY-  MN/ANOKA
 DP8537  COUNTRY     -  US
 DP8537  USGS QUAD   -  ANOKA (2019)
 DP8537
 DP8537                         *CURRENT SURVEY CONTROL
 DP8537  ______________________________________________________________________
 DP8537* NAD 83(2011) POSITION- 45 13 30.51283(N) 093 23 50.36791(W)   ADJUSTED
 DP8537* NAD 83(2011) ELLIP HT-   233.292 (meters)        (09/04/15)   ADJUSTED
 DP8537* NAD 83(2011) EPOCH   -  2010.00
 DP8537* NAVD 88 ORTHO HEIGHT -   261.412 (meters)      857.65  (feet) ADJUSTED
 DP8537  ______________________________________________________________________
 DP8537  GEOID HEIGHT    -        -28.124 (meters)                     GEOID18
 DP8537  NAD 83(2011) X  -   -266,670.569 (meters)                     COMP
 DP8537  NAD 83(2011) Y  - -4,492,119.608 (meters)                     COMP
 DP8537  NAD 83(2011) Z  -  4,505,171.713 (meters)                     COMP
 DP8537  LAPLACE CORR    -          3.17  (seconds)                    DEFLEC18
 DP8537  DYNAMIC HEIGHT  -        261.391 (meters)      857.58  (feet) COMP
 DP8537  MODELED GRAVITY -    980,528.9   (mgal)                       NAVD 88
 DP8537
 DP8537  VERT ORDER      -  SECOND    CLASS I
 DP8537
 DP8537  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DP8537  Standards:
 DP8537         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DP8537            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DP8537  -------------------------------------------------------------------
 DP8537  NETWORK    0.68   1.69           0.30   0.25   0.86      0.16925549
 DP8537  -------------------------------------------------------------------
 DP8537  Click here for local accuracies and other accuracy information.
 DP8537
 DP8537.The horizontal coordinates were established by GPS observations
 DP8537.and adjusted by the MN DEPT OF TRANSP in September 2015.
 DP8537
 DP8537.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DP8537.been affixed to the stable North American tectonic plate. See 
 DP8537.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DP8537
 DP8537.The horizontal coordinates are valid at the epoch date displayed above
 DP8537.which is a decimal equivalence of Year/Month/Day.
 DP8537
 DP8537.The orthometric height was determined by differential leveling and
 DP8537.adjusted by the NATIONAL GEODETIC SURVEY
 DP8537.in May 2016.
 DP8537
 DP8537.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP8537.GEOID18 height accuracy estimate available here.
 DP8537
 DP8537.Click photographs - Photos may exist for this station.
 DP8537
 DP8537.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DP8537
 DP8537.The Laplace correction was computed from DEFLEC18 derived deflections.
 DP8537
 DP8537.The ellipsoidal height was determined by GPS observations
 DP8537.and is referenced to NAD 83.
 DP8537
 DP8537.The dynamic height is computed by dividing the NAVD 88
 DP8537.geopotential number by the normal gravity value computed on the
 DP8537.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP8537.degrees latitude (g = 980.6199 gals.).
 DP8537
 DP8537.The modeled gravity was interpolated from observed gravity values.
 DP8537
 DP8537. The following values were computed from the NAD 83(2011) position.
 DP8537
 DP8537;                    North         East     Units Scale Factor Converg.
 DP8537;SPC MN S     -   347,421.727   847,332.255   MT  1.00000186   +0 25 20.8
 DP8537;SPC MN S     - 1,139,832.78  2,779,955.91   sFT  1.00000186   +0 25 20.8
 DP8537;UTM  15      - 5,008,038.145   468,807.642   MT  0.99961196   -0 16 55.4
 DP8537
 DP8537!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DP8537!SPC MN S     -   0.99996343  x   1.00000186  =   0.99996529
 DP8537!UTM  15      -   0.99996343  x   0.99961196  =   0.99957540
 DP8537
 DP8537_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL6880708038(NAD 83)
 DP8537
 DP8537                          SUPERSEDED SURVEY CONTROL
 DP8537
 DP8537.No superseded survey control is available for this station.
 DP8537
 DP8537_MARKER: F = FLANGE-ENCASED ROD
 DP8537_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DP8537_STAMPING: 0206 AL 2014
 DP8537_MARK LOGO: MNDT
 DP8537_PROJECTION: RECESSED 3 CENTIMETERS
 DP8537_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DP8537_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DP8537_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP8537+SATELLITE: SATELLITE OBSERVATIONS - October 30, 2014
 DP8537_ROD/PIPE-DEPTH: 18.0 meters
 DP8537
 DP8537  HISTORY     - Date     Condition        Report By
 DP8537  HISTORY     - 20141030 MONUMENTED       MNDT
 DP8537
 DP8537                          STATION DESCRIPTION
 DP8537
 DP8537'DESCRIBED BY MN DEPT OF TRANSP 2014
 DP8537'IN RAMSEY, AT THE JUNCTION OF TRUNK HIGHWAY 47 AND COUNTY ROAD 116
 DP8537'(BUNKER LAKE BOULEVARD) IN RAMSEY, AT TRUNK HIGHWAY 47 MILEPOINT
 DP8537'22.75, 7.6 FEET WEST-SOUTHWEST OF SOUTHBOUND TRUNK HIGHWAY 47 TURN
 DP8537'LANE/FOG LINE, 127.4 FEET NORTH-NORTHWEST OF WESTBOUND COUNTY ROAD 116
 DP8537'FOG LINE EXIT, 13.5 FEET EAST-NORTHEAST OF BIKE PATH, 1.5 FEET
 DP8537'EAST-NORTHEAST OF WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 QO2087 ***********************************************************************
 QO2087  DESIGNATION -  0206 F
 QO2087  PID         -  QO2087
 QO2087  STATE/COUNTY-  MN/ANOKA
 QO2087  COUNTRY     -  US
 QO2087  USGS QUAD   -  NOWTHEN (2019)
 QO2087
 QO2087                         *CURRENT SURVEY CONTROL
 QO2087  ______________________________________________________________________
 QO2087* NAD 83(1986) POSITION- 45 15 22.59   (N) 093 24 34.27   (W)   HD_HELD1
 QO2087* NAVD 88 ORTHO HEIGHT -   267.712 (meters)      878.32  (feet) ADJUSTED
 QO2087  ______________________________________________________________________
 QO2087  GEOID HEIGHT    -        -28.231 (meters)                     GEOID18
 QO2087  DYNAMIC HEIGHT  -        267.689 (meters)      878.24  (feet) COMP
 QO2087  MODELED GRAVITY -    980,522.7   (mgal)                       NAVD 88
 QO2087
 QO2087  VERT ORDER      -  SECOND    CLASS I
 QO2087
 QO2087.The horizontal coordinates were determined by differentially corrected
 QO2087.hand held GPS observations or other comparable positioning techniques
 QO2087.and have an estimated accuracy of +/- 3 meters.
 QO2087
 QO2087.The orthometric height was determined by differential leveling and
 QO2087.adjusted by the NATIONAL GEODETIC SURVEY
 QO2087.in May 2016.
 QO2087
 QO2087.Significant digits in the geoid height do not necessarily reflect accuracy.
 QO2087.GEOID18 height accuracy estimate available here.
 QO2087
 QO2087.Click photographs - Photos may exist for this station.
 QO2087
 QO2087.The dynamic height is computed by dividing the NAVD 88
 QO2087.geopotential number by the normal gravity value computed on the
 QO2087.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QO2087.degrees latitude (g = 980.6199 gals.).
 QO2087
 QO2087.The modeled gravity was interpolated from observed gravity values.
 QO2087
 QO2087;                    North         East    Units  Estimated Accuracy
 QO2087;SPC MN S     -   350,874.6     846,349.5     MT  (+/- 3 meters HH1 GPS) 
 QO2087
 QO2087_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL6786711501(NAD 83)
 QO2087
 QO2087                          SUPERSEDED SURVEY CONTROL
 QO2087
 QO2087  NAVD 88 (06/15/91)  267.754  (m)          878.46   (f) SUPERSEDED  2 1
 QO2087
 QO2087.Superseded values are not recommended for survey control.
 QO2087
 QO2087.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QO2087.See file dsdata.pdf to determine how the superseded data were derived.
 QO2087
 QO2087_MARKER: DV = VERTICAL CONTROL DISK
 QO2087_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 QO2087_STAMPING: 0206 F 1979
 QO2087_MARK LOGO: MNHD
 QO2087_PROJECTION: RECESSED 5 CENTIMETERS
 QO2087_MAGNETIC: I = MARKER IS A STEEL ROD
 QO2087_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QO2087_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QO2087+SATELLITE: SATELLITE OBSERVATIONS - October 09, 2014
 QO2087
 QO2087  HISTORY     - Date     Condition        Report By
 QO2087  HISTORY     - 19790401 MONUMENTED       MNHD
 QO2087  HISTORY     - 20090905 MARK NOT FOUND   GEOCAC
 QO2087  HISTORY     - 20141009 GOOD             MNDT
 QO2087
 QO2087                          STATION DESCRIPTION
 QO2087
 QO2087'DESCRIBED BY MN HIGHWAY DEPT 1979
 QO2087'4.1 MI NNW FROM ANOKA.
 QO2087'THE MARK IS LOCATED 3.9 MILES NORTH ALONG TRUNK HIGHWAY 47 FROM ITS
 QO2087'NORTH JUNCTION WITH TRUNK HIGHWAY 10 IN ANOKA AND IS NEAR HIGHWAY 47
 QO2087'MILE POINT 24.5 IN THE SE 1/4 OF SECTION 14, T32N, R25W.  THE MARK IS
 QO2087'ABOUT 500 FEET NORTH OF 156TH AVENUE NORTHWEST, 33 FEET EAST OF AND 1
 QO2087'FOOT LOWER THAN THE CENTERLINE OF HIGHWAY 47, 30 FEET NORTH OF THE
 QO2087'GRAVEL ENTRANCE TO THE RUM RIVER SCOUT CAMP AND 9 FEET SOUTH OF THE
 QO2087'WEST POST OF THE SCOUT CAMP SIGN.  THE MARK, A STANDARD MNDT VERTICAL
 QO2087'CONTROL MARK DISK STAMPED---0206 F 1979---, IS ON TOP OF AN 8 FOOT
 QO2087'COPPER-CLAD STEEL ROD WITH 4 INCHES OF STEEL POST BOLTED TO THE
 QO2087'BOTTOM AND SET IN 8 INCHES OF CONCRETE IN A 6 INCH DIAMETER HOLE THEN
 QO2087'BACKFILLED WITH THE TOP FLUSH WITH THE GROUND.
 QO2087
 QO2087                          STATION RECOVERY (2009)
 QO2087
 QO2087'RECOVERY NOTE BY GEOCACHING 2009 (GH)
 QO2087'INTERSECTION REGRADED AND WIDENED.  WITNESS POST MOUNTED ON NEWER STOP
 QO2087'SIGN POST. THOROUGH SEARCH OF THE AREA AND PROBING TO 3 INCHES
 QO2087'REVEALED NO EVIDENCE OF THE MARK.
 QO2087
 QO2087                          STATION RECOVERY (2014)
 QO2087
 QO2087'RECOVERY NOTE BY MN DEPT OF TRANSP 2014 (KMS)
 QO2087'THE STATION IS LOCATED ABOUT 7.5 MI (12.1 KM) SOUTHWEST OF CEDAR, 5.8
 QO2087'MI (9.3 KM) SOUTH-SOUTHEAST OF NOWTHEN AND 4.2 MI (6.8 KM)
 QO2087'NORTH-NORTHWEST OF ANOKA.
 QO2087'
 QO2087'TO REACH THE MARK GO 3.9 MI (6.3 KM) NORTH OF THE JUNCTION OF TRUNK
 QO2087'HIGHWAY 47 (SAINT FRANCIS BOULEVARD NORTHWEST) AND TRUNK HIGHWAY 10 IN
 QO2087'ANOKA, AT TRUNK HIGHWAY 47 MILE POINT 24.5.
 QO2087'
 QO2087'THE MARK IS LOCATED 33.0 FT (10.1 M) EAST OF TRUNK HIGHWAY 47, 500 FT
 QO2087'(152.4 M) NORTH OF 156TH LANE NORTHWEST, 30.0 FT (9.1 M) NORTH OF RUM
 QO2087'RIVER SCOUT CAMP ENTRANCE, 9.0 FT (2.7 M) SOUTH OF WEST POST FOR CAMP
 QO2087'SIGN, 2.3 FT (0.7 M) SOUTHEAST OF MAILBOX POST, 4.7 FT (1.4 M)
 QO2087'NORTHWEST OF A WITNESS POST ON NORTH LEG OF STOP SIGN.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 QO2089 ***********************************************************************
 QO2089  DESIGNATION -  0206 J
 QO2089  PID         -  QO2089
 QO2089  STATE/COUNTY-  MN/ANOKA
 QO2089  COUNTRY     -  US
 QO2089  USGS QUAD   -  NOWTHEN (2019)
 QO2089
 QO2089                         *CURRENT SURVEY CONTROL
 QO2089  ______________________________________________________________________
 QO2089* NAD 83(2011) POSITION- 45 16 35.51636(N) 093 25 01.23703(W)   ADJUSTED
 QO2089* NAD 83(2011) ELLIP HT-   240.029 (meters)        (09/04/15)   ADJUSTED
 QO2089* NAD 83(2011) EPOCH   -  2010.00
 QO2089* NAVD 88 ORTHO HEIGHT -   268.291 (meters)      880.22  (feet) ADJUSTED
 QO2089  ______________________________________________________________________
 QO2089  GEOID HEIGHT    -        -28.274 (meters)                     GEOID18
 QO2089  NAD 83(2011) X  -   -267,972.486 (meters)                     COMP
 QO2089  NAD 83(2011) Y  - -4,487,983.375 (meters)                     COMP
 QO2089  NAD 83(2011) Z  -  4,509,197.427 (meters)                     COMP
 QO2089  LAPLACE CORR    -          0.57  (seconds)                    DEFLEC18
 QO2089  DYNAMIC HEIGHT  -        268.268 (meters)      880.14  (feet) COMP
 QO2089  MODELED GRAVITY -    980,523.6   (mgal)                       NAVD 88
 QO2089
 QO2089  VERT ORDER      -  SECOND    CLASS I
 QO2089
 QO2089  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 QO2089  Standards:
 QO2089         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 QO2089            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 QO2089  -------------------------------------------------------------------
 QO2089  NETWORK    0.80   1.96           0.36   0.28   1.00      0.14692130
 QO2089  -------------------------------------------------------------------
 QO2089  Click here for local accuracies and other accuracy information.
 QO2089
 QO2089.The horizontal coordinates were established by GPS observations
 QO2089.and adjusted by the MN DEPT OF TRANSP in September 2015.
 QO2089
 QO2089.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 QO2089.been affixed to the stable North American tectonic plate. See 
 QO2089.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 QO2089
 QO2089.The horizontal coordinates are valid at the epoch date displayed above
 QO2089.which is a decimal equivalence of Year/Month/Day.
 QO2089
 QO2089.The orthometric height was determined by differential leveling and
 QO2089.adjusted by the NATIONAL GEODETIC SURVEY
 QO2089.in June 1991.
 QO2089
 QO2089.Significant digits in the geoid height do not necessarily reflect accuracy.
 QO2089.GEOID18 height accuracy estimate available here.
 QO2089
 QO2089.Click photographs - Photos may exist for this station.
 QO2089
 QO2089.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 QO2089
 QO2089.The Laplace correction was computed from DEFLEC18 derived deflections.
 QO2089
 QO2089.The ellipsoidal height was determined by GPS observations
 QO2089.and is referenced to NAD 83.
 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. The following values were computed from the NAD 83(2011) position.
 QO2089
 QO2089;                    North         East     Units Scale Factor Converg.
 QO2089;SPC MN S     -   353,121.712   845,745.482   MT  1.00001363   +0 24 31.1
 QO2089;SPC MN S     - 1,158,533.48  2,774,749.97   sFT  1.00001363   +0 24 31.1
 QO2089;UTM  15      - 5,013,754.955   467,291.693   MT  0.99961315   -0 17 46.7
 QO2089
 QO2089!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QO2089!SPC MN S     -   0.99996237  x   1.00001363  =   0.99997600
 QO2089!UTM  15      -   0.99996237  x   0.99961315  =   0.99957553
 QO2089
 QO2089_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL6729113754(NAD 83)
 QO2089
 QO2089                          SUPERSEDED SURVEY CONTROL
 QO2089
 QO2089.No superseded survey control is available for this station.
 QO2089
 QO2089_MARKER: DV = VERTICAL CONTROL DISK
 QO2089_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 QO2089_STAMPING: 0206 J 1979
 QO2089_MARK LOGO: MNHD
 QO2089_PROJECTION: RECESSED 10 CENTIMETERS
 QO2089_MAGNETIC: I = MARKER IS A STEEL ROD
 QO2089_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QO2089_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QO2089+SATELLITE: SATELLITE OBSERVATIONS - June 11, 2015
 QO2089
 QO2089  HISTORY     - Date     Condition        Report By
 QO2089  HISTORY     - 19790401 MONUMENTED       MNHD
 QO2089  HISTORY     - 20090905 GOOD             GEOCAC
 QO2089  HISTORY     - 20141009 GOOD             MNDT
 QO2089  HISTORY     - 20150611 GOOD             MNDT
 QO2089
 QO2089                          STATION DESCRIPTION
 QO2089
 QO2089'DESCRIBED BY MN HIGHWAY DEPT 1979
 QO2089'5.5 MI NNW FROM ANOKA.
 QO2089'THE MARK IS LOCATED 5.4 MILES NORTH ALONG TRUNK HIGHWAY 47 FROM ITS
 QO2089'NORTH JUNCTION WITH TRUNK HIGHWAY 10 AT ANOKA AND IS NEAR HIGHWAY 47
 QO2089'MILE POINT 26 IN THE SE 1/4 OF SECTION 11, T32N, R25W.  THE MARK IS
 QO2089'300 FEET SOUTH OF 170TH LANE NORTHWEST, 34 FEET EAST OF THE CENTER OF
 QO2089'THE WEST FRONTAGE ROAD BETWEEN 168TH AVENUE NORTHWEST AND 168TH LANE,
 QO2089'28.5 FEET WEST OF AND 2 FEET LOWER THAN THE CENTERLINE OF HIGHWAY 47
 QO2089'AND 1 FOOT EAST OF A STEEL WITNESS POST.  THE MARK, A STANDARD MNDT
 QO2089'VERTICAL CONTROL MARK DISK STAMPED---0206 J 1979---, IS ON TOP OF AN
 QO2089'8 FOOT COPPER-CLAD STEEL ROD WITH 4 INCHES OF STEEL POST BOLTED TO
 QO2089'THE BOTTOM AND SET IN 8 INCHES OF CONCRETE IN A 6 INCH DIAMETER HOLE
 QO2089'THEN BACKFILLED WITH THE TOP FLUSH WITH THE GROUND.
 QO2089
 QO2089                          STATION RECOVERY (2009)
 QO2089
 QO2089'RECOVERY NOTE BY GEOCACHING 2009 (GH)
 QO2089'THE MARK IS LESS THAN 1 FT EAST OF WITNESS POST.
 QO2089
 QO2089                          STATION RECOVERY (2014)
 QO2089
 QO2089'RECOVERY NOTE BY MN DEPT OF TRANSP 2014 (KMS)
 QO2089'RECOVERED AS DESCRIBED.
 QO2089
 QO2089                          STATION RECOVERY (2015)
 QO2089
 QO2089'RECOVERY NOTE BY MN DEPT OF TRANSP 2015 (KXS)
 QO2089'6.0 MILES NORTH OF ANOKA, 5.4 MILES NORTH OF JUNCTION OF TRUNK HIGHWAY
 QO2089'47 (SAINT FRANCIS BOULEVARD NORTHWEST) AND TRUNK HIGHWAY 10 IN ANOKA,
 QO2089'AT TRUNK HIGHWAY 47 MILEPOINT 26, 28.5 FEET WEST OF TRUNK HIGHWAY 47,
 QO2089'34 FEET EAST OF SAINT FRANCIS BOULEVARD, 22 FEET EAST-NORTHEAST OF
 QO2089'POWER POLE, 1.0 FOOT EAST OF WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 QO2091 ***********************************************************************
 QO2091  DESIGNATION -  0206 L
 QO2091  PID         -  QO2091
 QO2091  STATE/COUNTY-  MN/ANOKA
 QO2091  COUNTRY     -  US
 QO2091  USGS QUAD   -  NOWTHEN (2019)
 QO2091
 QO2091                         *CURRENT SURVEY CONTROL
 QO2091  ______________________________________________________________________
 QO2091* NAD 83(1986) POSITION- 45 17 23.44   (N) 093 25 09.08   (W)   HD_HELD1
 QO2091* NAVD 88 ORTHO HEIGHT -   268.057 (meters)      879.45  (feet) ADJUSTED
 QO2091  ______________________________________________________________________
 QO2091  GEOID HEIGHT    -        -28.293 (meters)                     GEOID18
 QO2091  DYNAMIC HEIGHT  -        268.034 (meters)      879.37  (feet) COMP
 QO2091  MODELED GRAVITY -    980,525.1   (mgal)                       NAVD 88
 QO2091
 QO2091  VERT ORDER      -  SECOND    CLASS I
 QO2091
 QO2091.The horizontal coordinates were determined by differentially corrected
 QO2091.hand held GPS observations or other comparable positioning techniques
 QO2091.and have an estimated accuracy of +/- 3 meters.
 QO2091
 QO2091.The orthometric height was determined by differential leveling and
 QO2091.adjusted by the NATIONAL GEODETIC SURVEY
 QO2091.in June 1991.
 QO2091
 QO2091.Significant digits in the geoid height do not necessarily reflect accuracy.
 QO2091.GEOID18 height accuracy estimate available here.
 QO2091
 QO2091.Click photographs - Photos may exist for this station.
 QO2091
 QO2091.The dynamic height is computed by dividing the NAVD 88
 QO2091.geopotential number by the normal gravity value computed on the
 QO2091.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QO2091.degrees latitude (g = 980.6199 gals.).
 QO2091
 QO2091.The modeled gravity was interpolated from observed gravity values.
 QO2091
 QO2091;                    North         East    Units  Estimated Accuracy
 QO2091;SPC MN S     -   354,600.0     845,564.0     MT  (+/- 3 meters HH1 GPS) 
 QO2091
 QO2091_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL6712815234(NAD 83)
 QO2091
 QO2091                          SUPERSEDED SURVEY CONTROL
 QO2091
 QO2091.No superseded survey control is available for this station.
 QO2091
 QO2091_MARKER: DV = VERTICAL CONTROL DISK
 QO2091_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 QO2091_STAMPING: 0206 L 1979
 QO2091_MARK LOGO: MNHD
 QO2091_PROJECTION: FLUSH
 QO2091_MAGNETIC: I = MARKER IS A STEEL ROD
 QO2091_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QO2091_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QO2091+SATELLITE: SATELLITE OBSERVATIONS - October 09, 2014
 QO2091
 QO2091  HISTORY     - Date     Condition        Report By
 QO2091  HISTORY     - 1979     MONUMENTED       MNHD
 QO2091  HISTORY     - 20141009 GOOD             MNDT
 QO2091
 QO2091                          STATION DESCRIPTION
 QO2091
 QO2091'DESCRIBED BY MN HIGHWAY DEPT 1979
 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.
 QO2091
 QO2091                          STATION RECOVERY (2014)
 QO2091
 QO2091'RECOVERY NOTE BY MN DEPT OF TRANSP 2014 (KMS)
 QO2091'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 QO1807 ***********************************************************************
 QO1807  DESIGNATION -  0206 N
 QO1807  PID         -  QO1807
 QO1807  STATE/COUNTY-  MN/ANOKA
 QO1807  COUNTRY     -  US
 QO1807  USGS QUAD   -  NOWTHEN (2019)
 QO1807
 QO1807                         *CURRENT SURVEY CONTROL
 QO1807  ______________________________________________________________________
 QO1807* NAD 83(2011) POSITION- 45 18 09.82877(N) 093 24 34.65950(W)   ADJUSTED
 QO1807* NAD 83(2011) ELLIP HT-   245.327 (meters)        (06/27/12)   ADJUSTED
 QO1807* NAD 83(2011) EPOCH   -  2010.00
 QO1807* NAVD 88 ORTHO HEIGHT -   273.643 (meters)      897.78  (feet) ADJUSTED
 QO1807  ______________________________________________________________________
 QO1807  GEOID HEIGHT    -        -28.305 (meters)                     GEOID18
 QO1807  NAD 83(2011) X  -   -267,271.356 (meters)                     COMP
 QO1807  NAD 83(2011) Y  - -4,485,956.001 (meters)                     COMP
 QO1807  NAD 83(2011) Z  -  4,511,249.625 (meters)                     COMP
 QO1807  LAPLACE CORR    -          0.38  (seconds)                    DEFLEC18
 QO1807  DYNAMIC HEIGHT  -        273.621 (meters)      897.70  (feet) COMP
 QO1807  MODELED GRAVITY -    980,527.2   (mgal)                       NAVD 88
 QO1807
 QO1807  VERT ORDER      -  SECOND    CLASS I
 QO1807
 QO1807  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 QO1807  Standards:
 QO1807         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 QO1807            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 QO1807  -------------------------------------------------------------------
 QO1807  NETWORK    0.42   0.65           0.19   0.15   0.33      0.03051188
 QO1807  -------------------------------------------------------------------
 QO1807  Click here for local accuracies and other accuracy information.
 QO1807
 QO1807.The horizontal coordinates were established by GPS observations
 QO1807.and adjusted by the National Geodetic Survey in June 2012.
 QO1807
 QO1807.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 QO1807.been affixed to the stable North American tectonic plate. See 
 QO1807.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 QO1807
 QO1807.The horizontal coordinates are valid at the epoch date displayed above
 QO1807.which is a decimal equivalence of Year/Month/Day.
 QO1807
 QO1807.The orthometric height was determined by differential leveling and
 QO1807.adjusted by the NATIONAL GEODETIC SURVEY
 QO1807.in June 1991.
 QO1807
 QO1807.Significant digits in the geoid height do not necessarily reflect accuracy.
 QO1807.GEOID18 height accuracy estimate available here.
 QO1807
 QO1807.Click photographs - Photos may exist for this station.
 QO1807
 QO1807.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 QO1807
 QO1807.The Laplace correction was computed from DEFLEC18 derived deflections.
 QO1807
 QO1807.The ellipsoidal height was determined by GPS observations
 QO1807.and is referenced to NAD 83.
 QO1807
 QO1807.The dynamic height is computed by dividing the NAVD 88
 QO1807.geopotential number by the normal gravity value computed on the
 QO1807.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QO1807.degrees latitude (g = 980.6199 gals.).
 QO1807
 QO1807.The modeled gravity was interpolated from observed gravity values.
 QO1807
 QO1807. The following values were computed from the NAD 83(2011) position.
 QO1807
 QO1807;                    North         East     Units Scale Factor Converg.
 QO1807;SPC MN S     -   356,037.410   846,303.738   MT  1.00001994   +0 24 49.7
 QO1807;SPC MN S     - 1,168,099.40  2,776,581.51   sFT  1.00001994   +0 24 49.7
 QO1807;UTM  15      - 5,016,662.388   467,885.541   MT  0.99961268   -0 17 28.2
 QO1807
 QO1807!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QO1807!SPC MN S     -   0.99996154  x   1.00001994  =   0.99998148
 QO1807!UTM  15      -   0.99996154  x   0.99961268  =   0.99957423
 QO1807
 QO1807_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL6788516662(NAD 83)
 QO1807
 QO1807                          SUPERSEDED SURVEY CONTROL
 QO1807
 QO1807  NAD 83(2007)-  45 18 09.82903(N)    093 24 34.66040(W) AD(2002.00) 1
 QO1807  ELLIP H (07/18/11)  245.352  (m)                       GP(2002.00) 2 1
 QO1807  NAD 83(1996)-  45 18 09.82675(N)    093 24 34.65920(W) AD(       ) 2
 QO1807  NAD 83(1986)-  45 18 09.82466(N)    093 24 34.65132(W) AD(       ) 2
 QO1807  NAD 27      -  45 18 09.94817(N)    093 24 33.80678(W) AD(       ) 2
 QO1807  NAVD 88             273.64   (m)          897.8    (f) LEVELING    3  
 QO1807  NGVD 29             273.55   (m)          897.5    (f) LEVELING    3  
 QO1807
 QO1807.Superseded values are not recommended for survey control.
 QO1807
 QO1807.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QO1807.See file dsdata.pdf to determine how the superseded data were derived.
 QO1807
 QO1807_MARKER: DV = VERTICAL CONTROL DISK
 QO1807_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 QO1807_STAMPING: 0206 N 1979
 QO1807_MARK LOGO: MNHD
 QO1807_PROJECTION: FLUSH
 QO1807_MAGNETIC: I = MARKER IS A STEEL ROD
 QO1807_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QO1807_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QO1807+SATELLITE: SATELLITE OBSERVATIONS - June 10, 2015
 QO1807
 QO1807  HISTORY     - Date     Condition        Report By
 QO1807  HISTORY     - 19790401 MONUMENTED       MNHD
 QO1807  HISTORY     - 1979     GOOD             MNDT
 QO1807  HISTORY     - 20090905 GOOD             GEOCAC
 QO1807  HISTORY     - 20110524 GOOD             MNDT
 QO1807  HISTORY     - 20141009 GOOD             MNDT
 QO1807  HISTORY     - 20150610 GOOD             MNDT
 QO1807
 QO1807                          STATION DESCRIPTION
 QO1807
 QO1807'DESCRIBED BY MN HIGHWAY DEPT 1979 (DKH)
 QO1807'THE STATION IS LOCATED ABOUT 7-1/2 MILES NORTH OF THE TOWN OF ANOKA,
 QO1807'IN THE SE 1/4 OF SECTION 35, T33N, R25W, ON THE WEST RIGHT-OF-WAY OF
 QO1807'TRUNK HIGHWAY 47 AT MILEPOINT 28.
 QO1807'
 QO1807'TO REACH THE STATION FROM THE JUNCTION OF TRUNK HIGHWAY 10 AND TRUNK
 QO1807'HIGHWAY 47 IN ANOKA, GO NORTH ON TRUNK HIGHWAY 47 FOR 7.2 MILES TO THE
 QO1807'STATION ON THE LEFT.
 QO1807'
 QO1807'THE STATION MARK, A STANDARD MNDT VERTICAL CONTROL MONUMENT DISK
 QO1807'STAMPED---0206 N 1979---, IS CRIMPED ON THE TOP OF A 5/8 INCH DIAMETER
 QO1807'DRIVEN COPPER COATED STEEL ROD THAT IS FLUSH WITH THE SURFACE OF THE
 QO1807'GROUND.  THE MARK IS 40.5 FEET WEST OF THE CENTERLINE OF TRUNK HIGHWAY
 QO1807'47, 89 FEET SOUTH OF A DRIVEWAY, 4.5 FEET NORTH-NORTHEAST OF A POWER
 QO1807'POLE, AND 0.8 FOOT EAST OF A STEEL WITNESS POST.  NO UNDERGROUND MARK
 QO1807'WAS SET FOR THIS STATION.
 QO1807'
 QO1807'THIS MARK WAS USED AS AN AZIMUTH SIGHT FROM STATIONS BENJA MNDT AND
 QO1807'BENJA MNDT AZ MK.
 QO1807
 QO1807                          STATION RECOVERY (1979)
 QO1807
 QO1807'RECOVERY NOTE BY MN DEPT OF TRANSP 1979
 QO1807'6.2 MI SW FROM ST FRANCIS.
 QO1807'THE MARK IS LOCATED 7.4 MILES NORTH ALONG TRUNK HIGHWAY 47 FROM ITS
 QO1807'NORTH JUNCTION WITH TRUNK HIGHWAY 10 IN ANOKA AND IS NEAR HIGHWAY 47
 QO1807'MILE POINT 27.95 IN THE SE 1/4 OF SECTION 35, T33N, R25W.  THE MARK
 QO1807'IS 87 FEET SOUTH OF A GRAVEL DRIVEWAY, 40 FEET WEST OF THE CENTERLINE
 QO1807'OF HIGHWAY 47 AND 4.5 FEET NORTH OF A POWER POLE WITH A TRANSFORMER.
 QO1807'THE MARK, A STANDARD MNDT VERTICAL CONTROL MARK DISK STAMPED ---0206
 QO1807'N 1979---, IS ON TOP OF AN 8 FOOT COPPER-CLAD STEEL ROD WITH 4 INCHES
 QO1807'OF STEEL POST BOLTED TO THE BOTTOM AND SET IN 8 INCHES OF CONCRETE IN
 QO1807'A 6 INCH DIAMETER HOLE THEN BACKFILLED WITH THE TOP FLUSH WITH THE
 QO1807'GROUND.
 QO1807
 QO1807                          STATION RECOVERY (2009)
 QO1807
 QO1807'RECOVERY NOTE BY GEOCACHING 2009 (GH)
 QO1807'THE DESCRIBED POWER POLE NO LONGER HAS A TRANSFORMER.  THE DRIVEWAY IN
 QO1807'THE 1979 DESCRIPTION IS APPARENT BUT IS NOT IN USE.
 QO1807
 QO1807                          STATION RECOVERY (2011)
 QO1807
 QO1807'RECOVERY NOTE BY MN DEPT OF TRANSP 2011 (KMS)
 QO1807'THE MARK WAS RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.
 QO1807'THE MARK IS 7.5 MILES NORTH OF ANOKA, AT TRUNK HIGHWAY 47(SAINT
 QO1807'FRANCIS BOULEVARD NORTHWEST) MILEPOINT 28, 0.2 MILE SOUTH OF COUNTY
 QO1807'ROAD 66, 40.5 FEET WEST OF TRUNK HIGHWAY 47, 89 FEET SOUTH OF
 QO1807'ENTRANCE, 4.5 FEET NORTH-NORTHEAST OF POWER POLE, 0.8 FOOT EAST OF
 QO1807'WITNESS POST.
 QO1807
 QO1807                          STATION RECOVERY (2014)
 QO1807
 QO1807'RECOVERY NOTE BY MN DEPT OF TRANSP 2014 (KMS)
 QO1807'RECOVERED AS DESCRIBED.
 QO1807
 QO1807                          STATION RECOVERY (2015)
 QO1807
 QO1807'RECOVERY NOTE BY MN DEPT OF TRANSP 2015 (KXS)
 QO1807'7.5 MILES NORTH OF ANOKA, AT TRUNK HIGHWAY 47 (SAINT FRANCIS BOULEVARD
 QO1807'NORTHWEST) MILEPOINT 28.0, 0.2 MILE SOUTH OF COUNTY ROAD 66, 40.5 FEET
 QO1807'WEST OF TRUNK HIGHWAY 47, 89 FEET SOUTH OF ENTRANCE, 4.5 FEET
 QO1807'NORTH-NORTHEAST OF POWER POLE, 0.8 FOOT EAST OF WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 QO2093 ***********************************************************************
 QO2093  DESIGNATION -  0206 P
 QO2093  PID         -  QO2093
 QO2093  STATE/COUNTY-  MN/ANOKA
 QO2093  COUNTRY     -  US
 QO2093  USGS QUAD   -  NOWTHEN (2019)
 QO2093
 QO2093                         *CURRENT SURVEY CONTROL
 QO2093  ______________________________________________________________________
 QO2093* NAD 83(1986) POSITION- 45 18 34.01   (N) 093 24 29.38   (W)   HD_HELD1
 QO2093* NAVD 88 ORTHO HEIGHT -   276.448 (meters)      906.98  (feet) ADJUSTED
 QO2093  ______________________________________________________________________
 QO2093  GEOID HEIGHT    -        -28.310 (meters)                     GEOID18
 QO2093  DYNAMIC HEIGHT  -        276.425 (meters)      906.90  (feet) COMP
 QO2093  MODELED GRAVITY -    980,528.4   (mgal)                       NAVD 88
 QO2093
 QO2093  VERT ORDER      -  SECOND    CLASS I
 QO2093
 QO2093.The horizontal coordinates were determined by differentially corrected
 QO2093.hand held GPS observations or other comparable positioning techniques
 QO2093.and have an estimated accuracy of +/- 3 meters.
 QO2093
 QO2093.The orthometric height was determined by differential leveling and
 QO2093.adjusted by the NATIONAL GEODETIC SURVEY
 QO2093.in June 1991.
 QO2093
 QO2093.Significant digits in the geoid height do not necessarily reflect accuracy.
 QO2093.GEOID18 height accuracy estimate available here.
 QO2093
 QO2093.Click photographs - Photos may exist for this station.
 QO2093
 QO2093.The dynamic height is computed by dividing the NAVD 88
 QO2093.geopotential number by the normal gravity value computed on the
 QO2093.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QO2093.degrees latitude (g = 980.6199 gals.).
 QO2093
 QO2093.The modeled gravity was interpolated from observed gravity values.
 QO2093
 QO2093;                    North         East    Units  Estimated Accuracy
 QO2093;SPC MN S     -   356,784.8     846,413.4     MT  (+/- 3 meters HH1 GPS) 
 QO2093
 QO2093_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL6800417408(NAD 83)
 QO2093
 QO2093                          SUPERSEDED SURVEY CONTROL
 QO2093
 QO2093.No superseded survey control is available for this station.
 QO2093
 QO2093_MARKER: DV = VERTICAL CONTROL DISK
 QO2093_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 QO2093_STAMPING: 0206 P 1979
 QO2093_MARK LOGO: MNHD
 QO2093_PROJECTION: FLUSH
 QO2093_MAGNETIC: I = MARKER IS A STEEL ROD
 QO2093_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QO2093_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 QO2093+SATELLITE: SATELLITE OBSERVATIONS - October 13, 2014
 QO2093
 QO2093  HISTORY     - Date     Condition        Report By
 QO2093  HISTORY     - 1979     MONUMENTED       MNHD
 QO2093  HISTORY     - 20141013 GOOD             MNDT
 QO2093
 QO2093                          STATION DESCRIPTION
 QO2093
 QO2093'DESCRIBED BY MN HIGHWAY DEPT 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.
 QO2093
 QO2093                          STATION RECOVERY (2014)
 QO2093
 QO2093'RECOVERY NOTE BY MN DEPT OF TRANSP 2014 (KMS)
 QO2093'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 QO2094 ***********************************************************************
 QO2094  DESIGNATION -  0206 Q
 QO2094  PID         -  QO2094
 QO2094  STATE/COUNTY-  MN/ANOKA
 QO2094  COUNTRY     -  US
 QO2094  USGS QUAD   -  NOWTHEN (2019)
 QO2094
 QO2094                         *CURRENT SURVEY CONTROL
 QO2094  ______________________________________________________________________
 QO2094* NAD 83(2011) POSITION- 45 19 01.22664(N) 093 24 10.90786(W)   ADJUSTED
 QO2094* NAD 83(2011) ELLIP HT-   253.762 (meters)        (09/04/15)   ADJUSTED
 QO2094* NAD 83(2011) EPOCH   -  2010.00
 QO2094* NAVD 88 ORTHO HEIGHT -   282.062 (meters)      925.40  (feet) ADJUSTED
 QO2094  ______________________________________________________________________
 QO2094  GEOID HEIGHT    -        -28.314 (meters)                     GEOID18
 QO2094  NAD 83(2011) X  -   -266,688.181 (meters)                     COMP
 QO2094  NAD 83(2011) Y  - -4,484,866.572 (meters)                     COMP
 QO2094  NAD 83(2011) Z  -  4,512,371.572 (meters)                     COMP
 QO2094  LAPLACE CORR    -          0.42  (seconds)                    DEFLEC18
 QO2094  DYNAMIC HEIGHT  -        282.039 (meters)      925.32  (feet) COMP
 QO2094  MODELED GRAVITY -    980,529.9   (mgal)                       NAVD 88
 QO2094
 QO2094  VERT ORDER      -  SECOND    CLASS I
 QO2094
 QO2094  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 QO2094  Standards:
 QO2094         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 QO2094            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 QO2094  -------------------------------------------------------------------
 QO2094  NETWORK    0.64   1.65           0.28   0.24   0.84      0.14172718
 QO2094  -------------------------------------------------------------------
 QO2094  Click here for local accuracies and other accuracy information.
 QO2094
 QO2094.The horizontal coordinates were established by GPS observations
 QO2094.and adjusted by the MN DEPT OF TRANSP in September 2015.
 QO2094
 QO2094.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 QO2094.been affixed to the stable North American tectonic plate. See 
 QO2094.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 QO2094
 QO2094.The horizontal coordinates are valid at the epoch date displayed above
 QO2094.which is a decimal equivalence of Year/Month/Day.
 QO2094
 QO2094.The orthometric height was determined by differential leveling and
 QO2094.adjusted by the NATIONAL GEODETIC SURVEY
 QO2094.in June 1991.
 QO2094
 QO2094.Significant digits in the geoid height do not necessarily reflect accuracy.
 QO2094.GEOID18 height accuracy estimate available here.
 QO2094
 QO2094.Click photographs - Photos may exist for this station.
 QO2094
 QO2094.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 QO2094
 QO2094.The Laplace correction was computed from DEFLEC18 derived deflections.
 QO2094
 QO2094.The ellipsoidal height was determined by GPS observations
 QO2094.and is referenced to NAD 83.
 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. The following values were computed from the NAD 83(2011) position.
 QO2094
 QO2094;                    North         East     Units Scale Factor Converg.
 QO2094;SPC MN S     -   357,627.895   846,809.606   MT  1.00002347   +0 25 06.4
 QO2094;SPC MN S     - 1,173,317.52  2,778,241.18   sFT  1.00002347   +0 25 06.4
 QO2094;UTM  15      - 5,018,245.881   468,410.725   MT  0.99961227   -0 17 11.6
 QO2094
 QO2094!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QO2094!SPC MN S     -   0.99996022  x   1.00002347  =   0.99998369
 QO2094!UTM  15      -   0.99996022  x   0.99961227  =   0.99957250
 QO2094
 QO2094_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL6841018245(NAD 83)
 QO2094
 QO2094                          SUPERSEDED SURVEY CONTROL
 QO2094
 QO2094.No superseded survey control is available for this station.
 QO2094
 QO2094_MARKER: DV = VERTICAL CONTROL DISK
 QO2094_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 QO2094_STAMPING: 0206 Q 1979
 QO2094_MARK LOGO: MNHD
 QO2094_PROJECTION: FLUSH
 QO2094_MAGNETIC: I = MARKER IS A STEEL ROD
 QO2094_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QO2094_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QO2094+SATELLITE: SATELLITE OBSERVATIONS - June 11, 2015
 QO2094
 QO2094  HISTORY     - Date     Condition        Report By
 QO2094  HISTORY     - 19790401 MONUMENTED       MNHD
 QO2094  HISTORY     - 20141013 GOOD             MNDT
 QO2094  HISTORY     - 20150611 GOOD             MNDT
 QO2094
 QO2094                          STATION DESCRIPTION
 QO2094
 QO2094'DESCRIBED BY MN HIGHWAY DEPT 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.
 QO2094
 QO2094                          STATION RECOVERY (2014)
 QO2094
 QO2094'RECOVERY NOTE BY MN DEPT OF TRANSP 2014 (KMS)
 QO2094'RECOVERED AS DESCRIBED.
 QO2094
 QO2094                          STATION RECOVERY (2015)
 QO2094
 QO2094'RECOVERY NOTE BY MN DEPT OF TRANSP 2015 (PXK)
 QO2094'6.5 MILES SOUTH OF SAINT FRANCIS, 0.7 MILE SOUTH OF JUNCTION OF TRUNK
 QO2094'HIGHWAY 47 (SAINT FRANCIS BOULEVARD NORTHWEST) AND COUNTY ROAD 22
 QO2094'(VIKING BOULEVARD NORTHWEST), AT TRUNK HIGHWAY 47 MILEPOINT 29.05, 33
 QO2094'FEET EAST OF TRUNK HIGHWAY 47, 37.0 FEET NORTH OF POWER POLE, 14 FEET
 QO2094'NORTH OF DRIVEWAY, 12 FEET SOUTH OF FIELD ENTRANCE, 2.0 FEET WEST OF
 QO2094'END FENCE POST, 1.0 FOOT WEST OF WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 QO2095 ***********************************************************************
 QO2095  DESIGNATION -  0206 R
 QO2095  PID         -  QO2095
 QO2095  STATE/COUNTY-  MN/ANOKA
 QO2095  COUNTRY     -  US
 QO2095  USGS QUAD   -  NOWTHEN (2019)
 QO2095
 QO2095                         *CURRENT SURVEY CONTROL
 QO2095  ______________________________________________________________________
 QO2095* NAD 83(1986) POSITION- 45 19 27.25   (N) 093 24 07.83   (W)   HD_HELD1
 QO2095* NAVD 88 ORTHO HEIGHT -   276.482 (meters)      907.09  (feet) ADJUSTED
 QO2095  ______________________________________________________________________
 QO2095  GEOID HEIGHT    -        -28.317 (meters)                     GEOID18
 QO2095  DYNAMIC HEIGHT  -        276.460 (meters)      907.02  (feet) COMP
 QO2095  MODELED GRAVITY -    980,531.3   (mgal)                       NAVD 88
 QO2095
 QO2095  VERT ORDER      -  SECOND    CLASS I
 QO2095
 QO2095.The horizontal coordinates were determined by differentially corrected
 QO2095.hand held GPS observations or other comparable positioning techniques
 QO2095.and have an estimated accuracy of +/- 3 meters.
 QO2095
 QO2095.The orthometric height was determined by differential leveling and
 QO2095.adjusted by the NATIONAL GEODETIC SURVEY
 QO2095.in June 1991.
 QO2095
 QO2095.Significant digits in the geoid height do not necessarily reflect accuracy.
 QO2095.GEOID18 height accuracy estimate available here.
 QO2095
 QO2095.Click photographs - Photos may exist for this station.
 QO2095
 QO2095.The dynamic height is computed by dividing the NAVD 88
 QO2095.geopotential number by the normal gravity value computed on the
 QO2095.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QO2095.degrees latitude (g = 980.6199 gals.).
 QO2095
 QO2095.The modeled gravity was interpolated from observed gravity values.
 QO2095
 QO2095;                    North         East    Units  Estimated Accuracy
 QO2095;SPC MN S     -   358,431.8     846,870.8     MT  (+/- 3 meters HH1 GPS) 
 QO2095
 QO2095_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL6848119048(NAD 83)
 QO2095
 QO2095                          SUPERSEDED SURVEY CONTROL
 QO2095
 QO2095.No superseded survey control is available for this station.
 QO2095
 QO2095_MARKER: DV = VERTICAL CONTROL DISK
 QO2095_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 QO2095_STAMPING: 0206 R 1979
 QO2095_MARK LOGO: MNHD
 QO2095_PROJECTION: FLUSH
 QO2095_MAGNETIC: I = MARKER IS A STEEL ROD
 QO2095_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QO2095_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 QO2095+SATELLITE: SATELLITE OBSERVATIONS - October 13, 2014
 QO2095
 QO2095  HISTORY     - Date     Condition        Report By
 QO2095  HISTORY     - 1979     MONUMENTED       MNDT
 QO2095  HISTORY     - 20141013 GOOD             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.
 QO2095
 QO2095                          STATION RECOVERY (2014)
 QO2095
 QO2095'RECOVERY NOTE BY MN DEPT OF TRANSP 2014 (KMS)
 QO2095'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 QO2096 ***********************************************************************
 QO2096  DESIGNATION -  0206 S
 QO2096  PID         -  QO2096
 QO2096  STATE/COUNTY-  MN/ANOKA
 QO2096  COUNTRY     -  US
 QO2096  USGS QUAD   -  NOWTHEN (2019)
 QO2096
 QO2096                         *CURRENT SURVEY CONTROL
 QO2096  ______________________________________________________________________
 QO2096* NAD 83(1986) POSITION- 45 19 56.27   (N) 093 24 04.63   (W)   HD_HELD1
 QO2096* NAVD 88 ORTHO HEIGHT -   280.783 (meters)      921.20  (feet) ADJUSTED
 QO2096  ______________________________________________________________________
 QO2096  GEOID HEIGHT    -        -28.320 (meters)                     GEOID18
 QO2096  DYNAMIC HEIGHT  -        280.761 (meters)      921.13  (feet) COMP
 QO2096  MODELED GRAVITY -    980,532.9   (mgal)                       NAVD 88
 QO2096
 QO2096  VERT ORDER      -  SECOND    CLASS I
 QO2096
 QO2096.The horizontal coordinates were determined by differentially corrected
 QO2096.hand held GPS observations or other comparable positioning techniques
 QO2096.and have an estimated accuracy of +/- 3 meters.
 QO2096
 QO2096.The orthometric height was determined by differential leveling and
 QO2096.adjusted by the NATIONAL GEODETIC SURVEY
 QO2096.in June 1991.
 QO2096
 QO2096.Significant digits in the geoid height do not necessarily reflect accuracy.
 QO2096.GEOID18 height accuracy estimate available here.
 QO2096
 QO2096.Click photographs - Photos may exist for this station.
 QO2096
 QO2096.The dynamic height is computed by dividing the NAVD 88
 QO2096.geopotential number by the normal gravity value computed on the
 QO2096.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QO2096.degrees latitude (g = 980.6199 gals.).
 QO2096
 QO2096.The modeled gravity was interpolated from observed gravity values.
 QO2096
 QO2096;                    North         East    Units  Estimated Accuracy
 QO2096;SPC MN S     -   359,328.2     846,933.9     MT  (+/- 3 meters HH1 GPS) 
 QO2096
 QO2096_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL6855519943(NAD 83)
 QO2096
 QO2096                          SUPERSEDED SURVEY CONTROL
 QO2096
 QO2096.No superseded survey control is available for this station.
 QO2096
 QO2096_MARKER: DV = VERTICAL CONTROL DISK
 QO2096_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 QO2096_STAMPING: 0206 S 1979
 QO2096_MARK LOGO: MNHD
 QO2096_PROJECTION: FLUSH
 QO2096_MAGNETIC: I = MARKER IS A STEEL ROD
 QO2096_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QO2096_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QO2096+SATELLITE: SATELLITE OBSERVATIONS - April 14, 2020
 QO2096
 QO2096  HISTORY     - Date     Condition        Report By
 QO2096  HISTORY     - 1979     MONUMENTED       MNHD
 QO2096  HISTORY     - 1989     POOR             MNDT
 QO2096  HISTORY     - 20040731 GOOD             USPSQD
 QO2096  HISTORY     - 20141013 GOOD             MNDT
 QO2096  HISTORY     - 20200414 GOOD             MNDT
 QO2096
 QO2096                          STATION DESCRIPTION
 QO2096
 QO2096'DESCRIBED BY MN HIGHWAY DEPT 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.
 QO2096
 QO2096                          STATION RECOVERY (2014)
 QO2096
 QO2096'RECOVERY NOTE BY MN DEPT OF TRANSP 2014 (KMS)
 QO2096'RECOVERED AS DESCRIBED.
 QO2096
 QO2096                          STATION RECOVERY (2020)
 QO2096
 QO2096'RECOVERY NOTE BY MN DEPT OF TRANSP 2020 (MPP)
 QO2096'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 QO2097 ***********************************************************************
 QO2097  DESIGNATION -  0206 T
 QO2097  PID         -  QO2097
 QO2097  STATE/COUNTY-  MN/ANOKA
 QO2097  COUNTRY     -  US
 QO2097  USGS QUAD   -  NOWTHEN (2019)
 QO2097
 QO2097                         *CURRENT SURVEY CONTROL
 QO2097  ______________________________________________________________________
 QO2097* NAD 83(2011) POSITION- 45 20 18.43189(N) 093 23 54.41684(W)   ADJUSTED
 QO2097* NAD 83(2011) ELLIP HT-   249.930 (meters)        (09/04/15)   ADJUSTED
 QO2097* NAD 83(2011) EPOCH   -  2010.00
 QO2097* NAVD 88 ORTHO HEIGHT -   278.254 (meters)      912.91  (feet) ADJUSTED
 QO2097  ______________________________________________________________________
 QO2097  GEOID HEIGHT    -        -28.321 (meters)                     GEOID18
 QO2097  NAD 83(2011) X  -   -266,228.971 (meters)                     COMP
 QO2097  NAD 83(2011) Y  - -4,483,193.132 (meters)                     COMP
 QO2097  NAD 83(2011) Z  -  4,514,044.605 (meters)                     COMP
 QO2097  LAPLACE CORR    -          0.26  (seconds)                    DEFLEC18
 QO2097  DYNAMIC HEIGHT  -        278.234 (meters)      912.84  (feet) COMP
 QO2097  MODELED GRAVITY -    980,534.3   (mgal)                       NAVD 88
 QO2097
 QO2097  VERT ORDER      -  SECOND    CLASS I
 QO2097
 QO2097  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 QO2097  Standards:
 QO2097         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 QO2097            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 QO2097  -------------------------------------------------------------------
 QO2097  NETWORK    0.66   1.67           0.29   0.25   0.85      0.11598101
 QO2097  -------------------------------------------------------------------
 QO2097  Click here for local accuracies and other accuracy information.
 QO2097
 QO2097.The horizontal coordinates were established by GPS observations
 QO2097.and adjusted by the MN DEPT OF TRANSP in September 2015.
 QO2097
 QO2097.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 QO2097.been affixed to the stable North American tectonic plate. See 
 QO2097.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 QO2097
 QO2097.The horizontal coordinates are valid at the epoch date displayed above
 QO2097.which is a decimal equivalence of Year/Month/Day.
 QO2097
 QO2097.The orthometric height was determined by differential leveling and
 QO2097.adjusted by the NATIONAL GEODETIC SURVEY
 QO2097.in May 2016.
 QO2097
 QO2097.Significant digits in the geoid height do not necessarily reflect accuracy.
 QO2097.GEOID18 height accuracy estimate available here.
 QO2097
 QO2097.Click photographs - Photos may exist for this station.
 QO2097
 QO2097.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 QO2097
 QO2097.The Laplace correction was computed from DEFLEC18 derived deflections.
 QO2097
 QO2097.The ellipsoidal height was determined by GPS observations
 QO2097.and is referenced to NAD 83.
 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. The following values were computed from the NAD 83(2011) position.
 QO2097
 QO2097;                    North         East     Units Scale Factor Converg.
 QO2097;SPC MN S     -   360,013.985   847,151.252   MT  1.00002889   +0 25 17.9
 QO2097;SPC MN S     - 1,181,145.88  2,779,362.07   sFT  1.00002889   +0 25 17.9
 QO2097;UTM  15      - 5,020,626.600   468,781.551   MT  0.99961198   -0 17 00.3
 QO2097
 QO2097!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QO2097!SPC MN S     -   0.99996082  x   1.00002889  =   0.99998971
 QO2097!UTM  15      -   0.99996082  x   0.99961198  =   0.99957281
 QO2097
 QO2097_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL6878120626(NAD 83)
 QO2097
 QO2097                          SUPERSEDED SURVEY CONTROL
 QO2097
 QO2097  NAVD 88 (06/15/91)  278.246  (m)          912.88   (f) SUPERSEDED  2 1
 QO2097
 QO2097.Superseded values are not recommended for survey control.
 QO2097
 QO2097.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QO2097.See file dsdata.pdf to determine how the superseded data were derived.
 QO2097
 QO2097_MARKER: DV = VERTICAL CONTROL DISK
 QO2097_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 QO2097_STAMPING: 0206 T 1979
 QO2097_MARK LOGO: MNHD
 QO2097_PROJECTION: RECESSED 5 CENTIMETERS
 QO2097_MAGNETIC: I = MARKER IS A STEEL ROD
 QO2097_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QO2097_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QO2097+SATELLITE: SATELLITE OBSERVATIONS - June 10, 2015
 QO2097
 QO2097  HISTORY     - Date     Condition        Report By
 QO2097  HISTORY     - 19790401 MONUMENTED       MNHD
 QO2097  HISTORY     - 20040731 GOOD             USPSQD
 QO2097  HISTORY     - 20141013 GOOD             MNDT
 QO2097  HISTORY     - 20150610 GOOD             MNDT
 QO2097
 QO2097                          STATION DESCRIPTION
 QO2097
 QO2097'DESCRIBED BY MN HIGHWAY DEPT 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.
 QO2097
 QO2097                          STATION RECOVERY (2014)
 QO2097
 QO2097'RECOVERY NOTE BY MN DEPT OF TRANSP 2014 (KMS)
 QO2097'RECOVERED AS DESCRIBED.
 QO2097
 QO2097                          STATION RECOVERY (2015)
 QO2097
 QO2097'RECOVERY NOTE BY MN DEPT OF TRANSP 2015 (DXS)
 QO2097'5.5 MILES SOUTH OF SAINT FRANCIS, 0.8 MILE NORTH OF JUNCTION OF TRUNK
 QO2097'HIGHWAY 47 (SAINT FRANCIS BOULEVARD NORTHWEST) AND (COUNTY ROAD 22)
 QO2097'VIKING BOULEVARD, AT TRUNK HIGHWAY 47 MILEPOINT 30.55, 31.0 FEET EAST
 QO2097'OF TRUNK HIGHWAY 47, 35.0 FEET SOUTHWEST OF DITCH CORNER, 18.0 FEET
 QO2097'NORTHEAST OF END GUARDRAIL POST, 5.0 FEET SOUTH OF POWER POLE, 1.0
 QO2097'FOOT WEST OF WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 QO2098 ***********************************************************************
 QO2098  DESIGNATION -  0206 U
 QO2098  PID         -  QO2098
 QO2098  STATE/COUNTY-  MN/ANOKA
 QO2098  COUNTRY     -  US
 QO2098  USGS QUAD   -  NOWTHEN (2019)
 QO2098
 QO2098                         *CURRENT SURVEY CONTROL
 QO2098  ______________________________________________________________________
 QO2098* NAD 83(1986) POSITION- 45 20 51.97   (N) 093 23 47.50   (W)   HD_HELD1
 QO2098* NAVD 88 ORTHO HEIGHT -   280.939 (meters)      921.71  (feet) ADJUSTED
 QO2098  ______________________________________________________________________
 QO2098  GEOID HEIGHT    -        -28.322 (meters)                     GEOID18
 QO2098  DYNAMIC HEIGHT  -        280.918 (meters)      921.65  (feet) COMP
 QO2098  MODELED GRAVITY -    980,536.4   (mgal)                       NAVD 88
 QO2098
 QO2098  VERT ORDER      -  SECOND    CLASS I
 QO2098
 QO2098.The horizontal coordinates were determined by differentially corrected
 QO2098.hand held GPS observations or other comparable positioning techniques
 QO2098.and have an estimated accuracy of +/- 3 meters.
 QO2098
 QO2098.The orthometric height was determined by differential leveling and
 QO2098.adjusted by the NATIONAL GEODETIC SURVEY
 QO2098.in June 1991.
 QO2098
 QO2098.Significant digits in the geoid height do not necessarily reflect accuracy.
 QO2098.GEOID18 height accuracy estimate available here.
 QO2098
 QO2098.Click photographs - Photos may exist for this station.
 QO2098
 QO2098.The dynamic height is computed by dividing the NAVD 88
 QO2098.geopotential number by the normal gravity value computed on the
 QO2098.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QO2098.degrees latitude (g = 980.6199 gals.).
 QO2098
 QO2098.The modeled gravity was interpolated from observed gravity values.
 QO2098
 QO2098;                    North         East    Units  Estimated Accuracy
 QO2098;SPC MN S     -   361,050.5     847,294.2     MT  (+/- 3 meters HH1 GPS) 
 QO2098
 QO2098_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL6893721660(NAD 83)
 QO2098
 QO2098                          SUPERSEDED SURVEY CONTROL
 QO2098
 QO2098.No superseded survey control is available for this station.
 QO2098
 QO2098_MARKER: DV = VERTICAL CONTROL DISK
 QO2098_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 QO2098_STAMPING: 0206 U 1979
 QO2098_MARK LOGO: MNHD
 QO2098_PROJECTION: FLUSH
 QO2098_MAGNETIC: I = MARKER IS A STEEL ROD
 QO2098_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QO2098_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QO2098+SATELLITE: SATELLITE OBSERVATIONS - October 13, 2014
 QO2098
 QO2098  HISTORY     - Date     Condition        Report By
 QO2098  HISTORY     - 1979     MONUMENTED       MNHD
 QO2098  HISTORY     - 20040731 GOOD             USPSQD
 QO2098  HISTORY     - 20141013 GOOD             MNDT
 QO2098
 QO2098                          STATION DESCRIPTION
 QO2098
 QO2098'DESCRIBED BY MN HIGHWAY DEPT 1979
 QO2098'3.2 MI SOUTHWEST FROM ST FRANCIS.  IT IS LOCATED 3.4 MILES SOUTH ALONG
 QO2098'TRUNK HIGHWAY 47 FROM ITS JUNCTION WITH 229TH AVENUE IN ST FRANCIS AND
 QO2098'IS NEAR HIGHWAY 47 MILE POINT 31.2 IN THE SOUTHEAST 1/4 OF SECTION 13,
 QO2098'T33N, R25W.  IT IS IN THE NORTHEAST QUADRANT OF THE INTERSECTION OF
 QO2098'HIGHWAY 47 AND VALLEY VERDE ROAD NORTHWEST, 72 FEET SOUTHWEST OF A 26
 QO2098'INCH OAK TREE, 46.5 FEET NORTH OF A POWER POLE, 38 FEET EAST OF AND
 QO2098'1.5 FEET HIGHER THAN THE CENTERLINE OF HIGHWAY 47, 24.5 FEET NORTH OF
 QO2098'THE CENTER OF VALLEY VERDE ROAD NORTHWEST AND 1 FOOT WEST OF A STEEL
 QO2098'WITNESS POST.  THE MARK, A STANDARD MNDT VERTICAL CONTROL MARK DISK
 QO2098'STAMPED ---0206 U 1979---, IS ON TOP OF AN 8 FOOT COPPER-CLAD STEEL
 QO2098'ROD WITH 4 INCHES OF STEEL POST BOLTED TO THE BOTTOM AND SET IN 8
 QO2098'INCHES OF CONCRETE IN A 6 INCH DIAMETER HOLE THEN BACKFILLED WITH THE
 QO2098'TOP FLUSH WITH THE GROUND.
 QO2098
 QO2098                          STATION RECOVERY (2004)
 QO2098
 QO2098'RECOVERY NOTE BY US POWER SQUADRON 2004 (JCH)
 QO2098'RECOVERED IN GOOD CONDITION.
 QO2098
 QO2098                          STATION RECOVERY (2014)
 QO2098
 QO2098'RECOVERY NOTE BY MN DEPT OF TRANSP 2014 (KMS)
 QO2098'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 QO2099 ***********************************************************************
 QO2099  DESIGNATION -  0206 V
 QO2099  PID         -  QO2099
 QO2099  STATE/COUNTY-  MN/ANOKA
 QO2099  COUNTRY     -  US
 QO2099  USGS QUAD   -  NOWTHEN (2019)
 QO2099
 QO2099                         *CURRENT SURVEY CONTROL
 QO2099  ______________________________________________________________________
 QO2099* NAD 83(1986) POSITION- 45 21 21.03   (N) 093 23 38.93   (W)   HD_HELD1
 QO2099* NAVD 88 ORTHO HEIGHT -   278.745 (meters)      914.52  (feet) ADJUSTED
 QO2099  ______________________________________________________________________
 QO2099  GEOID HEIGHT    -        -28.322 (meters)                     GEOID18
 QO2099  DYNAMIC HEIGHT  -        278.725 (meters)      914.45  (feet) COMP
 QO2099  MODELED GRAVITY -    980,538.0   (mgal)                       NAVD 88
 QO2099
 QO2099  VERT ORDER      -  SECOND    CLASS I
 QO2099
 QO2099.The horizontal coordinates were determined by differentially corrected
 QO2099.hand held GPS observations or other comparable positioning techniques
 QO2099.and have an estimated accuracy of +/- 3 meters.
 QO2099
 QO2099.The orthometric height was determined by differential leveling and
 QO2099.adjusted by the NATIONAL GEODETIC SURVEY
 QO2099.in June 1991.
 QO2099
 QO2099.Significant digits in the geoid height do not necessarily reflect accuracy.
 QO2099.GEOID18 height accuracy estimate available here.
 QO2099
 QO2099.Click photographs - Photos may exist for this station.
 QO2099
 QO2099.The dynamic height is computed by dividing the NAVD 88
 QO2099.geopotential number by the normal gravity value computed on the
 QO2099.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QO2099.degrees latitude (g = 980.6199 gals.).
 QO2099
 QO2099.The modeled gravity was interpolated from observed gravity values.
 QO2099
 QO2099;                    North         East    Units  Estimated Accuracy
 QO2099;SPC MN S     -   361,949.0     847,474.1     MT  (+/- 3 meters HH1 GPS) 
 QO2099
 QO2099_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL6912822556(NAD 83)
 QO2099
 QO2099                          SUPERSEDED SURVEY CONTROL
 QO2099
 QO2099.No superseded survey control is available for this station.
 QO2099
 QO2099_MARKER: DV = VERTICAL CONTROL DISK
 QO2099_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 QO2099_STAMPING: 0206 V 1979
 QO2099_MARK LOGO: MNHD
 QO2099_PROJECTION: FLUSH
 QO2099_MAGNETIC: I = MARKER IS A STEEL ROD
 QO2099_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QO2099_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 QO2099+SATELLITE: SATELLITE OBSERVATIONS - October 13, 2014
 QO2099
 QO2099  HISTORY     - Date     Condition        Report By
 QO2099  HISTORY     - 1979     MONUMENTED       MNHD
 QO2099  HISTORY     - 20040731 GOOD             USPSQD
 QO2099  HISTORY     - 20141013 GOOD             MNDT
 QO2099
 QO2099                          STATION DESCRIPTION
 QO2099
 QO2099'DESCRIBED BY MN HIGHWAY DEPT 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.
 QO2099
 QO2099                          STATION RECOVERY (2014)
 QO2099
 QO2099'RECOVERY NOTE BY MN DEPT OF TRANSP 2014 (KMS)
 QO2099'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DP9234 ***********************************************************************
 DP9234  DESIGNATION -  0206 W RESET
 DP9234  PID         -  DP9234
 DP9234  STATE/COUNTY-  MN/ANOKA
 DP9234  COUNTRY     -  US
 DP9234  USGS QUAD   -  NOWTHEN (2019)
 DP9234
 DP9234                         *CURRENT SURVEY CONTROL
 DP9234  ______________________________________________________________________
 DP9234* NAD 83(1986) POSITION- 45 21 43.54   (N) 093 23 27.40   (W)   HD_HELD1
 DP9234* NAVD 88 ORTHO HEIGHT -   277.991 (meters)      912.04  (feet) ADJUSTED
 DP9234  ______________________________________________________________________
 DP9234  GEOID HEIGHT    -        -28.321 (meters)                     GEOID18
 DP9234  DYNAMIC HEIGHT  -        277.972 (meters)      911.98  (feet) COMP
 DP9234  MODELED GRAVITY -    980,539.5   (mgal)                       NAVD 88
 DP9234
 DP9234  VERT ORDER      -  SECOND    CLASS I
 DP9234
 DP9234.The horizontal coordinates were determined by differentially corrected
 DP9234.hand held GPS observations or other comparable positioning techniques
 DP9234.and have an estimated accuracy of +/- 3 meters.
 DP9234
 DP9234.The orthometric height was determined by differential leveling and
 DP9234.adjusted by the NATIONAL GEODETIC SURVEY
 DP9234.in May 2016.
 DP9234
 DP9234.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP9234.GEOID18 height accuracy estimate available here.
 DP9234
 DP9234.Click photographs - Photos may exist for this station.
 DP9234
 DP9234.The dynamic height is computed by dividing the NAVD 88
 DP9234.geopotential number by the normal gravity value computed on the
 DP9234.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP9234.degrees latitude (g = 980.6199 gals.).
 DP9234
 DP9234.The modeled gravity was interpolated from observed gravity values.
 DP9234
 DP9234;                    North         East    Units  Estimated Accuracy
 DP9234;SPC MN S     -   362,645.8     847,719.9     MT  (+/- 3 meters HH1 GPS) 
 DP9234
 DP9234_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL6938223250(NAD 83)
 DP9234
 DP9234                          SUPERSEDED SURVEY CONTROL
 DP9234
 DP9234.No superseded survey control is available for this station.
 DP9234
 DP9234_MARKER: I = METAL ROD
 DP9234_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DP9234_STAMPING: 0206 W RESET 2014
 DP9234_MARK LOGO: MNDT
 DP9234_PROJECTION: FLUSH
 DP9234_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DP9234_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DP9234_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP9234+SATELLITE: SATELLITE OBSERVATIONS - October 13, 2014
 DP9234_ROD/PIPE-DEPTH: 8.8 meters
 DP9234
 DP9234  HISTORY     - Date     Condition        Report By
 DP9234  HISTORY     - 20141013 MONUMENTED       MNDT
 DP9234
 DP9234                          STATION DESCRIPTION
 DP9234
 DP9234'DESCRIBED BY MN DEPT OF TRANSP 2014
 DP9234'THE STATION IS LOCATED ABOUT 5.9 MI (9.5 KM) WEST-NORTHWEST OF CEDAR,
 DP9234'4.5 MI (7.2 KM) EAST-NORTHEAST OF NOWTHEN AND 2.3 MI (3.7 KM)
 DP9234'SOUTHWEST OF SAINT FRANCIS.
 DP9234'
 DP9234'TO REACH THE MARK GO 2.8 MI (4.5 KM) NORTH OF THE JUNCTION OF TRUNK
 DP9234'HIGHWAY 47 (SAINT FRANCIS BOULEVARD NORTHWEST) AND COUNTY ROAD 22
 DP9234'(VIKING BOULEVARD NORTHWEST), AT TRUNK HIGHWAY 47 MILE POINT 32.3.
 DP9234'
 DP9234'THE MARK IS LOCATED 32 FT (9.8 M) EAST OF TRUNK HIGHWAY 47, AT
 DP9234'SOUTHWEST CORNER OF LILAC PATCH AT 21640 SAINT FRANCIS BOULEVARD, 85.5
 DP9234'FT (26.1 M) EAST OF A FENCE CORNER, 1.0 FT (0.3 M) WEST OF A WITNESS
 DP9234'POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 QO2101 ***********************************************************************
 QO2101  DESIGNATION -  0206 X
 QO2101  PID         -  QO2101
 QO2101  STATE/COUNTY-  MN/ANOKA
 QO2101  COUNTRY     -  US
 QO2101  USGS QUAD   -  NOWTHEN (2019)
 QO2101
 QO2101                         *CURRENT SURVEY CONTROL
 QO2101  ______________________________________________________________________
 QO2101* NAD 83(1986) POSITION- 45 22 01.87   (N) 093 23 01.48   (W)   HD_HELD1
 QO2101* NAVD 88 ORTHO HEIGHT -   277.799 (meters)      911.41  (feet) ADJUSTED
 QO2101  ______________________________________________________________________
 QO2101  GEOID HEIGHT    -        -28.321 (meters)                     GEOID18
 QO2101  DYNAMIC HEIGHT  -        277.780 (meters)      911.35  (feet) COMP
 QO2101  MODELED GRAVITY -    980,540.9   (mgal)                       NAVD 88
 QO2101
 QO2101  VERT ORDER      -  SECOND    CLASS I
 QO2101
 QO2101.The horizontal coordinates were determined by differentially corrected
 QO2101.hand held GPS observations or other comparable positioning techniques
 QO2101.and have an estimated accuracy of +/- 3 meters.
 QO2101
 QO2101.The orthometric height was determined by differential leveling and
 QO2101.adjusted by the NATIONAL GEODETIC SURVEY
 QO2101.in June 1991.
 QO2101
 QO2101.Significant digits in the geoid height do not necessarily reflect accuracy.
 QO2101.GEOID18 height accuracy estimate available here.
 QO2101
 QO2101.Click photographs - Photos may exist for this station.
 QO2101
 QO2101.The dynamic height is computed by dividing the NAVD 88
 QO2101.geopotential number by the normal gravity value computed on the
 QO2101.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QO2101.degrees latitude (g = 980.6199 gals.).
 QO2101
 QO2101.The modeled gravity was interpolated from observed gravity values.
 QO2101
 QO2101;                    North         East    Units  Estimated Accuracy
 QO2101;SPC MN S     -   363,215.9     848,279.7     MT  (+/- 3 meters HH1 GPS) 
 QO2101
 QO2101_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL6994823813(NAD 83)
 QO2101
 QO2101                          SUPERSEDED SURVEY CONTROL
 QO2101
 QO2101.No superseded survey control is available for this station.
 QO2101
 QO2101_MARKER: DV = VERTICAL CONTROL DISK
 QO2101_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 QO2101_STAMPING: 0206 X 1979
 QO2101_MARK LOGO: MNHD
 QO2101_PROJECTION: FLUSH
 QO2101_MAGNETIC: I = MARKER IS A STEEL ROD
 QO2101_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QO2101_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QO2101+SATELLITE: SATELLITE OBSERVATIONS - October 13, 2014
 QO2101
 QO2101  HISTORY     - Date     Condition        Report By
 QO2101  HISTORY     - 19790401 MONUMENTED       MNHD
 QO2101  HISTORY     - 20040731 GOOD             USPSQD
 QO2101  HISTORY     - 20141013 GOOD             MNDT
 QO2101
 QO2101                          STATION DESCRIPTION
 QO2101
 QO2101'DESCRIBED BY MN HIGHWAY DEPT 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.
 QO2101
 QO2101                          STATION RECOVERY (2014)
 QO2101
 QO2101'RECOVERY NOTE BY MN DEPT OF TRANSP 2014 (KMS)
 QO2101'THE STATION IS LOCATED ABOUT 5.8 MI (9.3 KM) NORTHWEST OF CEDAR, 5.0
 QO2101'MI (8.0 KM) EAST-NORTHEAST OF NOWTHEN AND 1.8 MI (2.9 KM) SOUTHWEST OF
 QO2101'SAINT FRANCIS.
 QO2101'
 QO2101'TO REACH THE MARK GO 0.8 MI (1.3 KM) SOUTH OF THE JUNCTION OF COUNTY
 QO2101'ROAD 24 (NORRIS LAKE ROAD NORTHWEST) AND TRUNK HIGHWAY 47 (SAINT
 QO2101'FRANCIS BOULEVARD NORTHWEST) IN OAK GROVE, AT TRUNK HIGHWAY 47 MILE
 QO2101'POINT 32.8.
 QO2101'
 QO2101'THE MARK IS LOCATED 39.0 FT (11.9 M) SOUTHEAST OF TRUNK HIGHWAY 47,
 QO2101'18.0 FT (5.5 M) EAST OF SOUTHEAST LEG OF STREET SIGN, 6.0 FT (1.8 M)
 QO2101'EAST OF POWER POLE WITH 2 GUY WIRES, 1.0 FT (0.3 M) WEST OF A WITNESS
 QO2101'POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DP8538 ***********************************************************************
 DP8538  DESIGNATION -  0206 Y RESET
 DP8538  PID         -  DP8538
 DP8538  STATE/COUNTY-  MN/ANOKA
 DP8538  COUNTRY     -  US
 DP8538  USGS QUAD   -  NOWTHEN (2019)
 DP8538
 DP8538                         *CURRENT SURVEY CONTROL
 DP8538  ______________________________________________________________________
 DP8538* NAD 83(2011) POSITION- 45 22 27.98295(N) 093 23 01.36213(W)   ADJUSTED
 DP8538* NAD 83(2011) ELLIP HT-   249.533 (meters)        (09/04/15)   ADJUSTED
 DP8538* NAD 83(2011) EPOCH   -  2010.00
 DP8538* NAVD 88 ORTHO HEIGHT -   277.844 (meters)      911.56  (feet) ADJUSTED
 DP8538  ______________________________________________________________________
 DP8538  GEOID HEIGHT    -        -28.320 (meters)                     GEOID18
 DP8538  NAD 83(2011) X  -   -264,907.833 (meters)                     COMP
 DP8538  NAD 83(2011) Y  - -4,480,420.432 (meters)                     COMP
 DP8538  NAD 83(2011) Z  -  4,516,854.847 (meters)                     COMP
 DP8538  LAPLACE CORR    -         -0.39  (seconds)                    DEFLEC18
 DP8538  DYNAMIC HEIGHT  -        277.825 (meters)      911.50  (feet) COMP
 DP8538  MODELED GRAVITY -    980,542.5   (mgal)                       NAVD 88
 DP8538
 DP8538  VERT ORDER      -  SECOND    CLASS I
 DP8538
 DP8538  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DP8538  Standards:
 DP8538         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DP8538            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DP8538  -------------------------------------------------------------------
 DP8538  NETWORK    0.70   1.72           0.31   0.25   0.88      0.17079534
 DP8538  -------------------------------------------------------------------
 DP8538  Click here for local accuracies and other accuracy information.
 DP8538
 DP8538.The horizontal coordinates were established by GPS observations
 DP8538.and adjusted by the MN DEPT OF TRANSP in September 2015.
 DP8538
 DP8538.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DP8538.been affixed to the stable North American tectonic plate. See 
 DP8538.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DP8538
 DP8538.The horizontal coordinates are valid at the epoch date displayed above
 DP8538.which is a decimal equivalence of Year/Month/Day.
 DP8538
 DP8538.The orthometric height was determined by differential leveling and
 DP8538.adjusted by the NATIONAL GEODETIC SURVEY
 DP8538.in May 2016.
 DP8538
 DP8538.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP8538.GEOID18 height accuracy estimate available here.
 DP8538
 DP8538.Click photographs - Photos may exist for this station.
 DP8538
 DP8538.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DP8538
 DP8538.The Laplace correction was computed from DEFLEC18 derived deflections.
 DP8538
 DP8538.The ellipsoidal height was determined by GPS observations
 DP8538.and is referenced to NAD 83.
 DP8538
 DP8538.The dynamic height is computed by dividing the NAVD 88
 DP8538.geopotential number by the normal gravity value computed on the
 DP8538.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP8538.degrees latitude (g = 980.6199 gals.).
 DP8538
 DP8538.The modeled gravity was interpolated from observed gravity values.
 DP8538
 DP8538. The following values were computed from the NAD 83(2011) position.
 DP8538
 DP8538;                    North         East     Units Scale Factor Converg.
 DP8538;SPC MN S     -   364,022.095   848,276.236   MT  1.00003830   +0 25 55.1
 DP8538;SPC MN S     - 1,194,295.82  2,783,052.95   sFT  1.00003830   +0 25 55.1
 DP8538;UTM  15      - 5,024,618.878   469,955.276   MT  0.99961110   -0 16 23.1
 DP8538
 DP8538!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DP8538!SPC MN S     -   0.99996088  x   1.00003830  =   0.99999918
 DP8538!UTM  15      -   0.99996088  x   0.99961110  =   0.99957200
 DP8538
 DP8538_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL6995524618(NAD 83)
 DP8538
 DP8538                          SUPERSEDED SURVEY CONTROL
 DP8538
 DP8538.No superseded survey control is available for this station.
 DP8538
 DP8538_MARKER: I = METAL ROD
 DP8538_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DP8538_STAMPING: 0206 Y RESET
 DP8538_MARK LOGO: MNDT
 DP8538_PROJECTION: RECESSED 10 CENTIMETERS
 DP8538_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DP8538_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DP8538_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP8538+SATELLITE: SATELLITE OBSERVATIONS - October 14, 2014
 DP8538_ROD/PIPE-DEPTH: 7.0 meters
 DP8538
 DP8538  HISTORY     - Date     Condition        Report By
 DP8538  HISTORY     - 20141014 MONUMENTED       MNDT
 DP8538
 DP8538                          STATION DESCRIPTION
 DP8538
 DP8538'DESCRIBED BY MN DEPT OF TRANSP 2014
 DP8538'2.5 MILES SOUTH OF SAINT FRANCIS, 0.3 MILE SOUTH OF JUNCTION OF TRUNK
 DP8538'HIGHWAY 47 (SAINT FRANCIS BOULEVARD NORTHWEST) AND COUNTY ROAD 24
 DP8538'(NORRIS LAKE ROAD NORTHWEST) IN OAK GROVE, AT TRUNK HIGHWAY 47
 DP8538'MILEPOINT 33.3, 28.5 FEET WEST OF TRUNK HIGHWAY 47, 27.0 FEET SOUTH OF
 DP8538'ENTRANCE, 16.0 FEET SOUTH OF SOUTH GATE, 4.0 FEET NORTH OF POWER POLE,
 DP8538'1.0 FOOT WEST OF WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 QO0791 ***********************************************************************
 QO0791  DESIGNATION -  0207 B
 QO0791  PID         -  QO0791
 QO0791  STATE/COUNTY-  MN/ANOKA
 QO0791  COUNTRY     -  US
 QO0791  USGS QUAD   -  NEW BRIGHTON (2019)
 QO0791
 QO0791                         *CURRENT SURVEY CONTROL
 QO0791  ______________________________________________________________________
 QO0791* NAD 83(1986) POSITION- 45 07 13.59   (N) 093 14 14.39   (W)   HD_HELD1
 QO0791* NAVD 88 ORTHO HEIGHT -   283.247 (meters)      929.29  (feet) ADJUSTED
 QO0791  ______________________________________________________________________
 QO0791  GEOID HEIGHT    -        -27.351 (meters)                     GEOID18
 QO0791  DYNAMIC HEIGHT  -        283.243 (meters)      929.27  (feet) COMP
 QO0791  MODELED GRAVITY -    980,593.8   (mgal)                       NAVD 88
 QO0791
 QO0791  VERT ORDER      -  SECOND    CLASS I
 QO0791
 QO0791.The horizontal coordinates were determined by differentially corrected
 QO0791.hand held GPS observations or other comparable positioning techniques
 QO0791.and have an estimated accuracy of +/- 3 meters.
 QO0791
 QO0791.The orthometric height was determined by differential leveling and
 QO0791.adjusted by the NATIONAL GEODETIC SURVEY
 QO0791.in September 2013.
 QO0791
 QO0791.Significant digits in the geoid height do not necessarily reflect accuracy.
 QO0791.GEOID18 height accuracy estimate available here.
 QO0791
 QO0791.Click photographs - Photos may exist for this station.
 QO0791
 QO0791.The dynamic height is computed by dividing the NAVD 88
 QO0791.geopotential number by the normal gravity value computed on the
 QO0791.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QO0791.degrees latitude (g = 980.6199 gals.).
 QO0791
 QO0791.The modeled gravity was interpolated from observed gravity values.
 QO0791
 QO0791;                    North         East    Units  Estimated Accuracy
 QO0791;SPC MN S     -   335,891.3     860,005.9     MT  (+/- 3 meters HH1 GPS) 
 QO0791
 QO0791_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK8133396357(NAD 83)
 QO0791
 QO0791                          SUPERSEDED SURVEY CONTROL
 QO0791
 QO0791  NAVD 88 (06/15/91)  283.248  (m)          929.29   (f) SUPERSEDED  2 0
 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
 QO0791.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QO0791.See file dsdata.pdf to determine how the superseded data were derived.
 QO0791
 QO0791_MARKER: DB = BENCH MARK DISK
 QO0791_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 QO0791_SP_SET: BRIDGE ABUTMENT
 QO0791_STAMPING: 0207 B 1969
 QO0791_MARK LOGO: MNHD
 QO0791_MAGNETIC: N = NO MAGNETIC MATERIAL
 QO0791_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QO0791_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 QO0791+SATELLITE: SATELLITE OBSERVATIONS - March 24, 2015
 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  HISTORY     - 20110516 GOOD             MNDT
 QO0791  HISTORY     - 20150324 GOOD             MNDT
 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.
 QO0791
 QO0791                          STATION RECOVERY (2011)
 QO0791
 QO0791'RECOVERY NOTE BY MN DEPT OF TRANSP 2011 (JBG)
 QO0791'RECOVERED AS DESCRIBED.
 QO0791
 QO0791                          STATION RECOVERY (2015)
 QO0791
 QO0791'RECOVERY NOTE BY MN DEPT OF TRANSP 2015 (KMS)
 QO0791'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 QO2128 ***********************************************************************
 QO2128  DESIGNATION -  0207 D
 QO2128  PID         -  QO2128
 QO2128  STATE/COUNTY-  MN/ANOKA
 QO2128  COUNTRY     -  US
 QO2128  USGS QUAD   -  NEW BRIGHTON (2019)
 QO2128
 QO2128                         *CURRENT SURVEY CONTROL
 QO2128  ______________________________________________________________________
 QO2128* NAD 83(2011) POSITION- 45 06 30.29020(N) 093 14 38.91468(W)   ADJUSTED
 QO2128* NAD 83(2011) ELLIP HT-   248.088 (meters)        (12/24/14)   ADJUSTED
 QO2128* NAD 83(2011) EPOCH   -  2010.00
 QO2128* NAVD 88 ORTHO HEIGHT -   275.414 (meters)      903.59  (feet) ADJUSTED
 QO2128  ______________________________________________________________________
 QO2128  GEOID HEIGHT    -        -27.319 (meters)                     GEOID18
 QO2128  NAD 83(2011) X  -   -255,181.083 (meters)                     COMP
 QO2128  NAD 83(2011) Y  - -4,502,012.215 (meters)                     COMP
 QO2128  NAD 83(2011) Z  -  4,496,035.569 (meters)                     COMP
 QO2128  LAPLACE CORR    -          0.45  (seconds)                    DEFLEC18
 QO2128  DYNAMIC HEIGHT  -        275.410 (meters)      903.57  (feet) COMP
 QO2128  MODELED GRAVITY -    980,594.6   (mgal)                       NAVD 88
 QO2128
 QO2128  VERT ORDER      -  SECOND    CLASS I
 QO2128
 QO2128  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 QO2128  Standards:
 QO2128         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 QO2128            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 QO2128  -------------------------------------------------------------------
 QO2128  NETWORK    0.41   0.63           0.19   0.13   0.32      0.02645049
 QO2128  -------------------------------------------------------------------
 QO2128  Click here for local accuracies and other accuracy information.
 QO2128
 QO2128.The horizontal coordinates were established by GPS observations
 QO2128.and adjusted by the MN DEPT OF TRANSP in December 2014.
 QO2128
 QO2128.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 QO2128.been affixed to the stable North American tectonic plate. See 
 QO2128.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 QO2128
 QO2128.The horizontal coordinates are valid at the epoch date displayed above
 QO2128.which is a decimal equivalence of Year/Month/Day.
 QO2128
 QO2128.The orthometric height was determined by differential leveling and
 QO2128.adjusted by the NATIONAL GEODETIC SURVEY
 QO2128.in September 2013.
 QO2128
 QO2128.No vertical observational check was made to the station.
 QO2128
 QO2128.Significant digits in the geoid height do not necessarily reflect accuracy.
 QO2128.GEOID18 height accuracy estimate available here.
 QO2128
 QO2128.Click photographs - Photos may exist for this station.
 QO2128
 QO2128.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 QO2128
 QO2128.The Laplace correction was computed from DEFLEC18 derived deflections.
 QO2128
 QO2128.The ellipsoidal height was determined by GPS observations
 QO2128.and is referenced to NAD 83.
 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. The following values were computed from the NAD 83(2011) position.
 QO2128
 QO2128;                    North         East     Units Scale Factor Converg.
 QO2128;SPC MN S     -   334,549.759   859,482.291   MT  0.99997815   +0 31 47.3
 QO2128;SPC MN S     - 1,097,602.00  2,819,818.15   sFT  0.99997815   +0 31 47.3
 QO2128;UTM  15      - 4,995,022.919   480,794.122   MT  0.99960454   -0 10 22.7
 QO2128
 QO2128!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QO2128!SPC MN S     -   0.99996111  x   0.99997815  =   0.99993926
 QO2128!UTM  15      -   0.99996111  x   0.99960454  =   0.99956566
 QO2128
 QO2128:                Primary Azimuth Mark                     Grid Az
 QO2128:SPC MN S     -  LOOP AZ MK                               003 45 30.0
 QO2128:UTM  15      -  LOOP AZ MK                               004 27 40.0
 QO2128
 QO2128_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK8079495022(NAD 83)
 QO2128
 QO2128|---------------------------------------------------------------------|
 QO2128| PID    Reference Object                     Distance      Geod. Az  |
 QO2128|                                                           dddmmss.s |
 QO2128| QO1686 LOOP AZ MK                          460.178 METERS 0041717.3 |
 QO2128|---------------------------------------------------------------------|
 QO2128
 QO2128                          SUPERSEDED SURVEY CONTROL
 QO2128
 QO2128  NAVD 88 (06/15/91)  275.407  (m)          903.56   (f) SUPERSEDED  2 2
 QO2128
 QO2128.Superseded values are not recommended for survey control.
 QO2128
 QO2128.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QO2128.See file dsdata.pdf to determine how the superseded data were derived.
 QO2128
 QO2128_MARKER: DV = VERTICAL CONTROL DISK
 QO2128_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 QO2128_STAMPING: 0207 D 1980
 QO2128_MARK LOGO: MNHD
 QO2128_PROJECTION: FLUSH
 QO2128_MAGNETIC: I = MARKER IS A STEEL ROD
 QO2128_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QO2128_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QO2128+SATELLITE: SATELLITE OBSERVATIONS - April 15, 2016
 QO2128
 QO2128  HISTORY     - Date     Condition        Report By
 QO2128  HISTORY     - 1980     MONUMENTED       MNHD
 QO2128  HISTORY     - 20051113 GOOD             USPSQD
 QO2128  HISTORY     - 20061209 MARK NOT FOUND   USPSQD
 QO2128  HISTORY     - 20110516 GOOD             MNDT
 QO2128  HISTORY     - 20150324 GOOD             MNDT
 QO2128  HISTORY     - 20160415 GOOD             MNDT
 QO2128
 QO2128                          STATION DESCRIPTION
 QO2128
 QO2128'DESCRIBED BY MN HIGHWAY DEPT 1980
 QO2128'THE MARK IS LOCATED IN THE TOWN OF FRIDLEY, 0.9 MILE SOUTH ALONG
 QO2128'TRUNK HIGHWAY 65 FROM ITS JUNCTION WITH TRUNK HIGHWAY 10, IN THE SW
 QO2128'1/4 OF SECTION 1, T30N, R24W.  THE MARK IS ABOUT 175 FEET NORTH OF
 QO2128'THE CENTERLINE OF OSBORNE ROAD, 72 FEET WEST OF THE CENTERLINE OF
 QO2128'TRUNK HIGHWAY 65 SOUTHBOUND, AND 44 FEET SOUTHWEST OF THE NORTHEAST
 QO2128'CORNER OF A ONE STORY BLOCK RESTAURANT (SAMBOS).  THE MARK, A
 QO2128'STANDARD MNDT VERTICAL CONTROL MARK DISK STAMPED---0207 D 1980---, IS
 QO2128'SET ON TOP OF 33 FEET OF COPPER-CLAD STEEL (MAGNETIC) ROD DRIVEN TO
 QO2128'REFUSAL, 3.0 FEET EAST OF A STEEL WITNESS POST, AND SET FLUSH WITH
 QO2128'THE GROUND.
 QO2128
 QO2128                          STATION RECOVERY (2005)
 QO2128
 QO2128'RECOVERY NOTE BY US POWER SQUADRON 2005 (SJT)
 QO2128'RECOVERED IN GOOD CONDITION.
 QO2128
 QO2128                          STATION RECOVERY (2006)
 QO2128
 QO2128'RECOVERY NOTE BY US POWER SQUADRON 2006 (JRD)
 QO2128'MARK NOT FOUND. WITNESS POST MISSING. RESTAURANT NOW MULTI CENTER
 QO2128'PHYSICAL THERAPY.
 QO2128
 QO2128                          STATION RECOVERY (2011)
 QO2128
 QO2128'RECOVERY NOTE BY MN DEPT OF TRANSP 2011 (JBG)
 QO2128'THE MARK IS IN SPRING LAKE PARK.
 QO2128'
 QO2128'TO REACH THE MARK GO 0.9 MI (1.4 KM) SOUTH OF THE JUNCTION OF TRUNK
 QO2128'HIGHWAY 65 AND COUNTY ROAD 10, 175 FT (53.3 M) NORTH OF OSBORNE ROAD
 QO2128'(COUNTY ROAD 8).
 QO2128'
 QO2128'THE MARK IS LOCATED 72 FT (21.9 M) WEST OF SOUTHBOUND TRUNK HIGHWAY
 QO2128'65, 44 FT (13.4 M) SOUTHEAST OF THE NORTHEAST CORNER OF MULTICENTER
 QO2128'PHYSICAL THERAPY BUILDING, 3.0 FT (0.9 M) EAST OF WOOD FENCE, 3.0 FT
 QO2128'(0.9 M) EAST OF A WITNESS POST.
 QO2128
 QO2128                          STATION RECOVERY (2015)
 QO2128
 QO2128'RECOVERY NOTE BY MN DEPT OF TRANSP 2015 (KMS)
 QO2128'RECOVERED AS DESCRIBED.
 QO2128
 QO2128                          STATION RECOVERY (2016)
 QO2128
 QO2128'RECOVERY NOTE BY MN DEPT OF TRANSP 2016 (AXM)
 QO2128'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DQ0919 ***********************************************************************
 DQ0919  DESIGNATION -  0207 E RESET
 DQ0919  PID         -  DQ0919
 DQ0919  STATE/COUNTY-  MN/ANOKA
 DQ0919  COUNTRY     -  US
 DQ0919  USGS QUAD   -  NEW BRIGHTON (2019)
 DQ0919
 DQ0919                         *CURRENT SURVEY CONTROL
 DQ0919  ______________________________________________________________________
 DQ0919* NAD 83(1986) POSITION- 45 06 03.83   (N) 093 14 38.68   (W)   HD_HELD1
 DQ0919* NAVD 88 ORTHO HEIGHT -   270.377 (meters)      887.06  (feet) ADJUSTED
 DQ0919  ______________________________________________________________________
 DQ0919  GEOID HEIGHT    -        -27.301 (meters)                     GEOID18
 DQ0919  DYNAMIC HEIGHT  -        270.373 (meters)      887.05  (feet) COMP
 DQ0919  MODELED GRAVITY -    980,594.5   (mgal)                       NAVD 88
 DQ0919
 DQ0919  VERT ORDER      -  SECOND    CLASS I
 DQ0919
 DQ0919.The horizontal coordinates were determined by differentially corrected
 DQ0919.hand held GPS observations or other comparable positioning techniques
 DQ0919.and have an estimated accuracy of +/- 3 meters.
 DQ0919
 DQ0919.The orthometric height was determined by differential leveling and
 DQ0919.adjusted by the NATIONAL GEODETIC SURVEY
 DQ0919.in September 2016.
 DQ0919
 DQ0919.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ0919.GEOID18 height accuracy estimate available here.
 DQ0919
 DQ0919.Click photographs - Photos may exist for this station.
 DQ0919
 DQ0919.The dynamic height is computed by dividing the NAVD 88
 DQ0919.geopotential number by the normal gravity value computed on the
 DQ0919.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ0919.degrees latitude (g = 980.6199 gals.).
 DQ0919
 DQ0919.The modeled gravity was interpolated from observed gravity values.
 DQ0919
 DQ0919;                    North         East    Units  Estimated Accuracy
 DQ0919;SPC MN S     -   333,733.0     859,495.0     MT  (+/- 3 meters HH1 GPS) 
 DQ0919
 DQ0919_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK8079694206(NAD 83)
 DQ0919
 DQ0919                          SUPERSEDED SURVEY CONTROL
 DQ0919
 DQ0919.No superseded survey control is available for this station.
 DQ0919
 DQ0919_MARKER: I = METAL ROD
 DQ0919_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 DQ0919_STAMPING: 0207 E RESET 2015
 DQ0919_MARK LOGO: MNDT
 DQ0919_PROJECTION: FLUSH
 DQ0919_MAGNETIC: I = MARKER IS A STEEL ROD
 DQ0919_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ0919_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DQ0919+SATELLITE: SATELLITE OBSERVATIONS - March 24, 2015
 DQ0919_ROD/PIPE-DEPTH: 8.5 meters
 DQ0919
 DQ0919  HISTORY     - Date     Condition        Report By
 DQ0919  HISTORY     - 20150324 MONUMENTED       MNDT
 DQ0919
 DQ0919                          STATION DESCRIPTION
 DQ0919
 DQ0919'DESCRIBED BY MN DEPT OF TRANSP 2015
 DQ0919'THE STATION IS LOCATED ABOUT 7.8 MI (12.6 KM) EAST OF OSSEO, 5.6 MI
 DQ0919'(9.0 KM) SOUTHWEST OF CIRCLE PINES AND 3.2 MI (5.1 KM) NORTHWEST OF
 DQ0919'NEW BRIGHTON.
 DQ0919'
 DQ0919'TO REACH THE MARK GO 1.4 MI (2.3 KM) SOUTH ALONG TRUNK HIGHWAY 65 FROM
 DQ0919'THE JUNCTION OF TRUNK HIGHWAY 65 AND COUNTY ROAD 10 IN SPRING LAKE
 DQ0919'PARK, AT TRUNK HIGHWAY 65 MILE POINT 8.7.
 DQ0919'
 DQ0919'THE MARK IS LOCATED 175 FT (53.3 M) NORTH OF 73RD AVENUE, 64 FT (19.5
 DQ0919'M) WEST OF SOUTHBOUND TRUNK HIGHWAY 65, 6.0 FT (1.8 M) NORTH OF POWER
 DQ0919'POLE NUMBER 127, 1.0 FT (0.3 M) EAST OF A WITNESS POST.
 DQ0919'
 DQ0919'NOTE - THE STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM
 DQ0919'ROD DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION REMOVABLE
 DQ0919'DISK SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH
 DQ0919'PVC PIPE BACK FILLED WITH WASHED SAND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 QO2124 ***********************************************************************
 QO2124  DESIGNATION -  0207 F
 QO2124  PID         -  QO2124
 QO2124  STATE/COUNTY-  MN/ANOKA
 QO2124  COUNTRY     -  US
 QO2124  USGS QUAD   -  NEW BRIGHTON (2019)
 QO2124
 QO2124                         *CURRENT SURVEY CONTROL
 QO2124  ______________________________________________________________________
 QO2124* NAD 83(1986) POSITION- 45 04 20.82   (N) 093 14 46.79   (W)   HD_HELD1
 QO2124* NAVD 88 ORTHO HEIGHT -   269.032 (meters)      882.65  (feet) ADJUSTED
 QO2124  ______________________________________________________________________
 QO2124  GEOID HEIGHT    -        -27.242 (meters)                     GEOID18
 QO2124  DYNAMIC HEIGHT  -        269.027 (meters)      882.63  (feet) COMP
 QO2124  MODELED GRAVITY -    980,592.2   (mgal)                       NAVD 88
 QO2124
 QO2124  VERT ORDER      -  SECOND    CLASS I
 QO2124
 QO2124.The horizontal coordinates were determined by differentially corrected
 QO2124.hand held GPS observations or other comparable positioning techniques
 QO2124.and have an estimated accuracy of +/- 3 meters.
 QO2124
 QO2124.The orthometric height was determined by differential leveling and
 QO2124.adjusted by the NATIONAL GEODETIC SURVEY
 QO2124.in September 2016.
 QO2124
 QO2124.Significant digits in the geoid height do not necessarily reflect accuracy.
 QO2124.GEOID18 height accuracy estimate available here.
 QO2124
 QO2124.Click photographs - Photos may exist for this station.
 QO2124
 QO2124.The dynamic height is computed by dividing the NAVD 88
 QO2124.geopotential number by the normal gravity value computed on the
 QO2124.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QO2124.degrees latitude (g = 980.6199 gals.).
 QO2124
 QO2124.The modeled gravity was interpolated from observed gravity values.
 QO2124
 QO2124;                    North         East    Units  Estimated Accuracy
 QO2124;SPC MN S     -   330,551.6     859,347.0     MT  (+/- 3 meters HH1 GPS) 
 QO2124
 QO2124_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK8060991028(NAD 83)
 QO2124
 QO2124                          SUPERSEDED SURVEY CONTROL
 QO2124
 QO2124  NAVD 88 (06/15/91)  269.064  (m)          882.75   (f) SUPERSEDED  2 2
 QO2124
 QO2124.Superseded values are not recommended for survey control.
 QO2124
 QO2124.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QO2124.See file dsdata.pdf to determine how the superseded data were derived.
 QO2124
 QO2124_MARKER: DV = VERTICAL CONTROL DISK
 QO2124_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 QO2124+WITH SETTING: PAVEMENT
 QO2124_SP_SET: FLAGPOLE FOOTING
 QO2124_STAMPING: 0207 F 1980
 QO2124_MARK LOGO: MNHD
 QO2124_MAGNETIC: N = NO MAGNETIC MATERIAL
 QO2124_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QO2124+STABILITY: SURFACE MOTION
 QO2124_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 QO2124+SATELLITE: SATELLITE OBSERVATIONS - March 24, 2015
 QO2124
 QO2124  HISTORY     - Date     Condition        Report By
 QO2124  HISTORY     - 1980     MONUMENTED       MNHD
 QO2124  HISTORY     - 20051113 GOOD             USPSQD
 QO2124  HISTORY     - 20061209 GOOD             USPSQD
 QO2124  HISTORY     - 20150324 GOOD             MNDT
 QO2124
 QO2124                          STATION DESCRIPTION
 QO2124
 QO2124'DESCRIBED BY MN HIGHWAY DEPT 1980
 QO2124'THE MARK IS LOCATED IN THE TOWN OF FRIDLEY, 0.4 MILE NORTH ALONG
 QO2124'TRUNK HIGHWAY 65 FROM ITS JUNCTION WITH INTERSTATE HIGHWAY 694, IN
 QO2124'THE NW 1/4 OF SECTION 24, T30N, R24W.  THE MARK, A STANDARD MNDT
 QO2124'VERTICAL CONTROL MARK DISK STAMPED---0207 F 1980---, IS SET IN THE
 QO2124'TOP OF A CONCRETE BASE OF A FLAGPOLE AT MOORE LAKE BEACH AND PARK IN
 QO2124'THE NORTHEAST CORNER OF TRUNK HIGHWAY 65 AND CENTRAL AVENUE
 QO2124'NORTHEAST.
 QO2124
 QO2124                          STATION RECOVERY (2005)
 QO2124
 QO2124'RECOVERY NOTE BY US POWER SQUADRON 2005 (SJT)
 QO2124'RECOVERED IN GOOD CONDITION.
 QO2124
 QO2124                          STATION RECOVERY (2006)
 QO2124
 QO2124'RECOVERY NOTE BY US POWER SQUADRON 2006 (JRD)
 QO2124'RECOVERED IN GOOD CONDITION.
 QO2124
 QO2124                          STATION RECOVERY (2015)
 QO2124
 QO2124'RECOVERY NOTE BY MN DEPT OF TRANSP 2015 (KMS)
 QO2124'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 QO2121 ***********************************************************************
 QO2121  DESIGNATION -  0207 H
 QO2121  PID         -  QO2121
 QO2121  STATE/COUNTY-  MN/ANOKA
 QO2121  COUNTRY     -  US
 QO2121  USGS QUAD   -  NEW BRIGHTON (2019)
 QO2121
 QO2121                         *CURRENT SURVEY CONTROL
 QO2121  ______________________________________________________________________
 QO2121* NAD 83(1986) POSITION- 45 03 00.96   (N) 093 14 52.20   (W)   HD_HELD1
 QO2121* NAVD 88 ORTHO HEIGHT -   282.812 (meters)      927.86  (feet) ADJUSTED
 QO2121  ______________________________________________________________________
 QO2121  GEOID HEIGHT    -        -27.211 (meters)                     GEOID18
 QO2121  DYNAMIC HEIGHT  -        282.807 (meters)      927.84  (feet) COMP
 QO2121  MODELED GRAVITY -    980,588.0   (mgal)                       NAVD 88
 QO2121
 QO2121  VERT ORDER      -  SECOND    CLASS I
 QO2121
 QO2121.The horizontal coordinates were determined by differentially corrected
 QO2121.hand held GPS observations or other comparable positioning techniques
 QO2121.and have an estimated accuracy of +/- 3 meters.
 QO2121
 QO2121.The orthometric height was determined by differential leveling and
 QO2121.adjusted by the NATIONAL GEODETIC SURVEY
 QO2121.in September 2016.
 QO2121
 QO2121.Significant digits in the geoid height do not necessarily reflect accuracy.
 QO2121.GEOID18 height accuracy estimate available here.
 QO2121
 QO2121.Click photographs - Photos may exist for this station.
 QO2121
 QO2121.The dynamic height is computed by dividing the NAVD 88
 QO2121.geopotential number by the normal gravity value computed on the
 QO2121.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QO2121.degrees latitude (g = 980.6199 gals.).
 QO2121
 QO2121.The modeled gravity was interpolated from observed gravity values.
 QO2121
 QO2121;                    North         East    Units  Estimated Accuracy
 QO2121;SPC MN S     -   328,085.4     859,251.3     MT  (+/- 3 meters HH1 GPS) 
 QO2121
 QO2121_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK8048488564(NAD 83)
 QO2121
 QO2121                          SUPERSEDED SURVEY CONTROL
 QO2121
 QO2121  NAVD 88 (06/15/91)  282.814  (m)          927.87   (f) SUPERSEDED  2 2
 QO2121
 QO2121.Superseded values are not recommended for survey control.
 QO2121
 QO2121.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QO2121.See file dsdata.pdf to determine how the superseded data were derived.
 QO2121
 QO2121_MARKER: DV = VERTICAL CONTROL DISK
 QO2121_SETTING: 30 = SET IN A LIGHT STRUCTURE
 QO2121_SP_SET: CONCRETE FOOTING
 QO2121_STAMPING: 0207 H 1980
 QO2121_MARK LOGO: MNHD
 QO2121_MAGNETIC: N = NO MAGNETIC MATERIAL
 QO2121_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QO2121_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 QO2121+SATELLITE: SATELLITE OBSERVATIONS - March 24, 2015
 QO2121
 QO2121  HISTORY     - Date     Condition        Report By
 QO2121  HISTORY     - 1979     MONUMENTED       MNDT
 QO2121  HISTORY     - 20061209 GOOD             USPSQD
 QO2121  HISTORY     - 20150324 GOOD             MNDT
 QO2121
 QO2121                          STATION DESCRIPTION
 QO2121
 QO2121'DESCRIBED BY MN DEPT OF TRANSP 1979
 QO2121'IN COLUMBIA HEIGHTS.
 QO2121'THE MARK IS LOCATED IN THE TOWN OF COLUMBIA HEIGHTS, 1.2 MILES SOUTH
 QO2121'ALONG TRUNK HIGHWAY 65 FROM ITS JUNCTION WITH INTERSTATE HIGHWAY 694,
 QO2121'IN THE NORTHWEST CORNER OF TRUNK HIGHWAY 65 (CENTRAL AVENUE) AND 45TH
 QO2121'AVENUE NORTHEAST, IN THE SE 1/4 OF SECTION 26, T30N, R24W.  THE MARK,
 QO2121'A STANDARD MNDT VERTICAL CONTROL DISK STAMPED---0207 H 1980---, IS
 QO2121'SET IN THE SOUTH SIDE OF THE CONCRETE FOOTING FOR THE WEST LEG OF A
 QO2121'COMMERCIAL SIGN (CENTRAL PLAZA).
 QO2121
 QO2121                          STATION RECOVERY (2006)
 QO2121
 QO2121'RECOVERY NOTE BY US POWER SQUADRON 2006 (JRD)
 QO2121'RECOVERED IN GOOD CONDITION.
 QO2121
 QO2121                          STATION RECOVERY (2015)
 QO2121
 QO2121'RECOVERY NOTE BY MN DEPT OF TRANSP 2015 (MAS)
 QO2121'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DQ0913 ***********************************************************************
 DQ0913  DESIGNATION -  0207 J RESET
 DQ0913  PID         -  DQ0913
 DQ0913  STATE/COUNTY-  MN/ANOKA
 DQ0913  COUNTRY     -  US
 DQ0913  USGS QUAD   -  NEW BRIGHTON (2019)
 DQ0913
 DQ0913                         *CURRENT SURVEY CONTROL
 DQ0913  ______________________________________________________________________
 DQ0913* NAD 83(1986) POSITION- 45 02 34.21   (N) 093 14 51.55   (W)   HD_HELD1
 DQ0913* NAVD 88 ORTHO HEIGHT -   284.126 (meters)      932.17  (feet) ADJUSTED
 DQ0913  ______________________________________________________________________
 DQ0913  GEOID HEIGHT    -        -27.204 (meters)                     GEOID18
 DQ0913  DYNAMIC HEIGHT  -        284.120 (meters)      932.15  (feet) COMP
 DQ0913  MODELED GRAVITY -    980,586.2   (mgal)                       NAVD 88
 DQ0913
 DQ0913  VERT ORDER      -  SECOND    CLASS I
 DQ0913
 DQ0913.The horizontal coordinates were determined by differentially corrected
 DQ0913.hand held GPS observations or other comparable positioning techniques
 DQ0913.and have an estimated accuracy of +/- 3 meters.
 DQ0913
 DQ0913.The orthometric height was determined by differential leveling and
 DQ0913.adjusted by the NATIONAL GEODETIC SURVEY
 DQ0913.in September 2016.
 DQ0913
 DQ0913.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ0913.GEOID18 height accuracy estimate available here.
 DQ0913
 DQ0913.Click photographs - Photos may exist for this station.
 DQ0913
 DQ0913.The dynamic height is computed by dividing the NAVD 88
 DQ0913.geopotential number by the normal gravity value computed on the
 DQ0913.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ0913.degrees latitude (g = 980.6199 gals.).
 DQ0913
 DQ0913.The modeled gravity was interpolated from observed gravity values.
 DQ0913
 DQ0913;                    North         East    Units  Estimated Accuracy
 DQ0913;SPC MN S     -   327,259.8     859,273.2     MT  (+/- 3 meters HH1 GPS) 
 DQ0913
 DQ0913_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK8049587738(NAD 83)
 DQ0913
 DQ0913                          SUPERSEDED SURVEY CONTROL
 DQ0913
 DQ0913.No superseded survey control is available for this station.
 DQ0913
 DQ0913_MARKER: DV = VERTICAL CONTROL DISK
 DQ0913_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DQ0913_SP_SET: CONCRETE FOOTING
 DQ0913_STAMPING: 0207 J RESET 1988
 DQ0913_MARK LOGO: MNDT
 DQ0913_MAGNETIC: N = NO MAGNETIC MATERIAL
 DQ0913_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DQ0913_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DQ0913+SATELLITE: SATELLITE OBSERVATIONS - March 24, 2015
 DQ0913
 DQ0913  HISTORY     - Date     Condition        Report By
 DQ0913  HISTORY     - 19880401 MONUMENTED       MNDT
 DQ0913  HISTORY     - 20150324 GOOD             MNDT
 DQ0913
 DQ0913                          STATION DESCRIPTION
 DQ0913
 DQ0913'DESCRIBED BY MN DEPT OF TRANSP 2015 (MAS)
 DQ0913'THE STATION IS LOCATED ABOUT 8.7 MI (14.0 KM) SOUTH-SOUTHWEST OF
 DQ0913'CIRCLE PINES, 4.4 MI (7.1 KM) NORTH OF MINNEAPOLIS AND 2.7 MI (4.3 KM)
 DQ0913'SOUTHWEST OF NEW BRIGHTON.
 DQ0913'
 DQ0913'TO REACH THE MARK GO 1.7 MI (2.7 KM) SOUTH ALONG TRUNK HIGHWAY 65
 DQ0913'FROM THE JUNCTION OF TRUNK HIGHWAY 65 AND INTERSTATE HIGHWAY 694, IN
 DQ0913'NORTHWEST QUADRANT OF THE JUNCTION OF TRUNK HIGHWAY 65 AND 41ST
 DQ0913'AVENUE, AT SOUTH EDGE OF SMALL PARK.
 DQ0913'
 DQ0913'THE MARK IS LOCATED 76.7 FT (23.4 M) WEST OF TRUNK HIGHWAY 65, 27 FT
 DQ0913'(8.2 M) NORTH OF 41ST AVENUE, 24.9 FT (7.6 M) SOUTH-SOUTHWEST OF
 DQ0913'FLAGPOLE, 38.6 FT (11.8 M) WEST-SOUTHWEST OF FIRE HYDRANT, IN
 DQ0913'NORTHWEST CORNER OF SIGNAL CONTROL PAD.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DQ0914 ***********************************************************************
 DQ0914  DESIGNATION -  0207 L
 DQ0914  PID         -  DQ0914
 DQ0914  STATE/COUNTY-  MN/ANOKA
 DQ0914  COUNTRY     -  US
 DQ0914  USGS QUAD   -  NEW BRIGHTON (2019)
 DQ0914
 DQ0914                         *CURRENT SURVEY CONTROL
 DQ0914  ______________________________________________________________________
 DQ0914* NAD 83(2011) POSITION- 45 02 47.58573(N) 093 14 50.04478(W)   ADJUSTED
 DQ0914* NAD 83(2011) ELLIP HT-   250.072 (meters)        (07/18/16)   ADJUSTED
 DQ0914* NAD 83(2011) EPOCH   -  2010.00
 DQ0914* NAVD 88 ORTHO HEIGHT -   277.285 (meters)      909.73  (feet) ADJUSTED
 DQ0914  ______________________________________________________________________
 DQ0914  GEOID HEIGHT    -        -27.208 (meters)                     GEOID18
 DQ0914  NAD 83(2011) X  -   -255,699.843 (meters)                     COMP
 DQ0914  NAD 83(2011) Y  - -4,506,860.117 (meters)                     COMP
 DQ0914  NAD 83(2011) Z  -  4,491,182.027 (meters)                     COMP
 DQ0914  LAPLACE CORR    -         -1.77  (seconds)                    DEFLEC18
 DQ0914  DYNAMIC HEIGHT  -        277.279 (meters)      909.71  (feet) COMP
 DQ0914  MODELED GRAVITY -    980,586.9   (mgal)                       NAVD 88
 DQ0914
 DQ0914  VERT ORDER      -  SECOND    CLASS I
 DQ0914
 DQ0914  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DQ0914  Standards:
 DQ0914         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DQ0914            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DQ0914  -------------------------------------------------------------------
 DQ0914  NETWORK    0.56   1.33           0.25   0.20   0.68      0.04354075
 DQ0914  -------------------------------------------------------------------
 DQ0914  Click here for local accuracies and other accuracy information.
 DQ0914
 DQ0914.The horizontal coordinates were established by GPS observations
 DQ0914.and adjusted by the MN DEPT OF TRANSP in July 2016.
 DQ0914
 DQ0914.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DQ0914.been affixed to the stable North American tectonic plate. See 
 DQ0914.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DQ0914
 DQ0914.The horizontal coordinates are valid at the epoch date displayed above
 DQ0914.which is a decimal equivalence of Year/Month/Day.
 DQ0914
 DQ0914.The orthometric height was determined by differential leveling and
 DQ0914.adjusted by the NATIONAL GEODETIC SURVEY
 DQ0914.in September 2016.
 DQ0914
 DQ0914.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ0914.GEOID18 height accuracy estimate available here.
 DQ0914
 DQ0914.Click photographs - Photos may exist for this station.
 DQ0914
 DQ0914.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DQ0914
 DQ0914.The Laplace correction was computed from DEFLEC18 derived deflections.
 DQ0914
 DQ0914.The ellipsoidal height was determined by GPS observations
 DQ0914.and is referenced to NAD 83.
 DQ0914
 DQ0914.The dynamic height is computed by dividing the NAVD 88
 DQ0914.geopotential number by the normal gravity value computed on the
 DQ0914.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ0914.degrees latitude (g = 980.6199 gals.).
 DQ0914
 DQ0914.The modeled gravity was interpolated from observed gravity values.
 DQ0914
 DQ0914. The following values were computed from the NAD 83(2011) position.
 DQ0914
 DQ0914;                    North         East     Units Scale Factor Converg.
 DQ0914;SPC MN S     -   327,673.026   859,302.305   MT  0.99996728   +0 31 39.5
 DQ0914;SPC MN S     - 1,075,040.59  2,819,227.65   sFT  0.99996728   +0 31 39.5
 DQ0914;UTM  15      - 4,988,151.441   480,529.912   MT  0.99960466   -0 10 29.9
 DQ0914
 DQ0914!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DQ0914!SPC MN S     -   0.99996079  x   0.99996728  =   0.99992808
 DQ0914!UTM  15      -   0.99996079  x   0.99960466  =   0.99956547
 DQ0914
 DQ0914_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK8052988151(NAD 83)
 DQ0914
 DQ0914                          SUPERSEDED SURVEY CONTROL
 DQ0914
 DQ0914.No superseded survey control is available for this station.
 DQ0914
 DQ0914_MARKER: I = METAL ROD
 DQ0914_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DQ0914_STAMPING: 0207 L 2015
 DQ0914_MARK LOGO: MNDT
 DQ0914_PROJECTION: RECESSED 5 CENTIMETERS
 DQ0914_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DQ0914_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ0914_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ0914+SATELLITE: SATELLITE OBSERVATIONS - April 14, 2016
 DQ0914_ROD/PIPE-DEPTH: 13.4 meters
 DQ0914
 DQ0914  HISTORY     - Date     Condition        Report By
 DQ0914  HISTORY     - 20150408 MONUMENTED       MNDT
 DQ0914  HISTORY     - 20160414 GOOD             MNDT
 DQ0914
 DQ0914                          STATION DESCRIPTION
 DQ0914
 DQ0914'DESCRIBED BY MN DEPT OF TRANSP 2015
 DQ0914'THE STATION IS LOCATED ABOUT 8.5 MI (13.7 KM) SOUTH-SOUTHWEST OF
 DQ0914'CIRCLE PINES, 4.7 MI (7.6 KM) NORTH OF MINNEAPOLIS AND 2.6 MI (4.2 KM)
 DQ0914'WEST-SOUTHWEST OF NEW BRIGHTON.
 DQ0914'
 DQ0914'TO REACH THE MARK GO 1.45 MI (2.3 KM) SOUTH ALONG TRUNK HIGHWAY 65
 DQ0914'(CENTRAL AVENUE) FROM THE JUNCTION OF TRUNK HIGHWAY 65 AND INTERSTATE
 DQ0914'694 IN FRIDLEY.
 DQ0914'
 DQ0914'THE MARK IS LOCATED 3.8 FT (1.2 M) EAST OF NORTHBOUND TRUNK HIGHWAY 65
 DQ0914'FOG LINE, 60.5 FT (18.4 M) NORTH OF 43RD AVENUE NORTHEAST, 5.9 FT (1.8
 DQ0914'M) WEST OF SIDEWALK.
 DQ0914'
 DQ0914'NOTE - THE STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM
 DQ0914'ROD DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION REMOVABLE
 DQ0914'DISK SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH
 DQ0914'PVC PIPE BACK FILLED WITH WASHED SAND.
 DQ0914
 DQ0914                          STATION RECOVERY (2016)
 DQ0914
 DQ0914'RECOVERY NOTE BY MN DEPT OF TRANSP 2016 (JXM)
 DQ0914'IN COLUMBIA HEIGHTS, 1.45 MILES SOUTH ALONG TRUNK HIGHWAY 65 (CENTRAL
 DQ0914'AVENUE) FROM JUNCTION OF TRUNK HIGHWAY 65 AND INTERSTATE 694 IN
 DQ0914'FRIDLEY, 3.8 FEET EAST OF NORTHBOUND TRUNK HIGHWAY 65 FOG LINE, 60.5
 DQ0914'FEET NORTH OF 43RD AVENUE NORTHEAST, 5.9 FEET WEST OF SIDEWALK.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DQ0915 ***********************************************************************
 DQ0915  DESIGNATION -  0207 M
 DQ0915  PID         -  DQ0915
 DQ0915  STATE/COUNTY-  MN/ANOKA
 DQ0915  COUNTRY     -  US
 DQ0915  USGS QUAD   -  NEW BRIGHTON (2019)
 DQ0915
 DQ0915                         *CURRENT SURVEY CONTROL
 DQ0915  ______________________________________________________________________
 DQ0915* NAD 83(2011) POSITION- 45 03 30.82403(N) 093 14 50.10288(W)   ADJUSTED
 DQ0915* NAD 83(2011) ELLIP HT-   256.029 (meters)        (07/18/16)   ADJUSTED
 DQ0915* NAD 83(2011) EPOCH   -  2010.00
 DQ0915* NAVD 88 ORTHO HEIGHT -   283.256 (meters)      929.32  (feet) ADJUSTED
 DQ0915  ______________________________________________________________________
 DQ0915  GEOID HEIGHT    -        -27.221 (meters)                     GEOID18
 DQ0915  NAD 83(2011) X  -   -255,647.836 (meters)                     COMP
 DQ0915  NAD 83(2011) Y  - -4,505,921.031 (meters)                     COMP
 DQ0915  NAD 83(2011) Z  -  4,492,129.244 (meters)                     COMP
 DQ0915  LAPLACE CORR    -         -1.35  (seconds)                    DEFLEC18
 DQ0915  DYNAMIC HEIGHT  -        283.250 (meters)      929.30  (feet) COMP
 DQ0915  MODELED GRAVITY -    980,589.6   (mgal)                       NAVD 88
 DQ0915
 DQ0915  VERT ORDER      -  SECOND    CLASS I
 DQ0915
 DQ0915  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DQ0915  Standards:
 DQ0915         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DQ0915            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DQ0915  -------------------------------------------------------------------
 DQ0915  NETWORK    0.56   1.29           0.25   0.20   0.66      0.04529817
 DQ0915  -------------------------------------------------------------------
 DQ0915  Click here for local accuracies and other accuracy information.
 DQ0915
 DQ0915.The horizontal coordinates were established by GPS observations
 DQ0915.and adjusted by the MN DEPT OF TRANSP in July 2016.
 DQ0915
 DQ0915.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DQ0915.been affixed to the stable North American tectonic plate. See 
 DQ0915.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DQ0915
 DQ0915.The horizontal coordinates are valid at the epoch date displayed above
 DQ0915.which is a decimal equivalence of Year/Month/Day.
 DQ0915
 DQ0915.The orthometric height was determined by differential leveling and
 DQ0915.adjusted by the NATIONAL GEODETIC SURVEY
 DQ0915.in September 2016.
 DQ0915
 DQ0915.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ0915.GEOID18 height accuracy estimate available here.
 DQ0915
 DQ0915.Click photographs - Photos may exist for this station.
 DQ0915
 DQ0915.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DQ0915
 DQ0915.The Laplace correction was computed from DEFLEC18 derived deflections.
 DQ0915
 DQ0915.The ellipsoidal height was determined by GPS observations
 DQ0915.and is referenced to NAD 83.
 DQ0915
 DQ0915.The dynamic height is computed by dividing the NAVD 88
 DQ0915.geopotential number by the normal gravity value computed on the
 DQ0915.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ0915.degrees latitude (g = 980.6199 gals.).
 DQ0915
 DQ0915.The modeled gravity was interpolated from observed gravity values.
 DQ0915
 DQ0915. The following values were computed from the NAD 83(2011) position.
 DQ0915
 DQ0915;                    North         East     Units Scale Factor Converg.
 DQ0915;SPC MN S     -   329,007.692   859,288.742   MT  0.99996930   +0 31 39.4
 DQ0915;SPC MN S     - 1,079,419.40  2,819,183.15   sFT  0.99996930   +0 31 39.4
 DQ0915;UTM  15      - 4,989,485.687   480,532.716   MT  0.99960466   -0 10 30.0
 DQ0915
 DQ0915!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DQ0915!SPC MN S     -   0.99995986  x   0.99996930  =   0.99992916
 DQ0915!UTM  15      -   0.99995986  x   0.99960466  =   0.99956454
 DQ0915
 DQ0915_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK8053289485(NAD 83)
 DQ0915
 DQ0915                          SUPERSEDED SURVEY CONTROL
 DQ0915
 DQ0915.No superseded survey control is available for this station.
 DQ0915
 DQ0915_MARKER: I = METAL ROD
 DQ0915_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DQ0915_STAMPING: 0207 M 2015
 DQ0915_MARK LOGO: MNDT
 DQ0915_PROJECTION: RECESSED 5 CENTIMETERS
 DQ0915_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DQ0915_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ0915_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ0915+SATELLITE: SATELLITE OBSERVATIONS - April 14, 2016
 DQ0915_ROD/PIPE-DEPTH: 8.8 meters
 DQ0915
 DQ0915  HISTORY     - Date     Condition        Report By
 DQ0915  HISTORY     - 20150408 MONUMENTED       MNDT
 DQ0915  HISTORY     - 20160414 GOOD             MNDT
 DQ0915
 DQ0915                          STATION DESCRIPTION
 DQ0915
 DQ0915'DESCRIBED BY MN DEPT OF TRANSP 2015
 DQ0915'THE STATION IS LOCATED ABOUT 7.8 MI (12.6 KM) SOUTHWEST OF CIRCLE
 DQ0915'PINES, 5.5 MI (8.8 KM) NORTH OF MINNEAPOLIS AND 2.3 MI (3.7 KM)
 DQ0915'WEST-SOUTHWEST OF NEW BRIGHTON.
 DQ0915'
 DQ0915'TO REACH THE MARK GO 0.6 MI (1.0 KM) SOUTH ALONG TRUNK HIGHWAY 65
 DQ0915'(CENTRAL AVENUE) FROM THE JUNCTION OF TRUNK HIGHWAY 65 AND INTERSTATE
 DQ0915'694 IN FRIDLEY.
 DQ0915'
 DQ0915'THE MARK SI LOCATED 33.9 FT (10.3 M) EAST OF NORTHBOUND TRUNK HIGHWAY
 DQ0915'65 FOG LINE, 179.6 FT (54.7 M) SOUTH OF 50TH AVENUE NORTHEAST, 16.8 FT
 DQ0915'(5.1 M) WEST OF FRONTAGE ROAD, 14.1 FT (4.3 M) EAST OF SIDEWALK, 1.5
 DQ0915'FT (0.5 M) SOUTH OF A WITNESS POST.
 DQ0915'
 DQ0915'NOTE - THE STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM
 DQ0915'ROD DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION REMOVABLE
 DQ0915'DISK SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH
 DQ0915'PVC PIPE BACK FILLED WITH WASHED SAND.
 DQ0915
 DQ0915                          STATION RECOVERY (2016)
 DQ0915
 DQ0915'RECOVERY NOTE BY MN DEPT OF TRANSP 2016 (JXM)
 DQ0915'IN COLUMBIA HEIGHTS, 0.6 MILE SOUTH ALONG TRUNK HIGHWAY 65 (CENTRAL
 DQ0915'AVENUE) FROM JUNCTION OF TRUNK HIGHWAY 65 AND INTERSTATE 694 IN
 DQ0915'FRIDLEY, 33.9 FEET EAST OF NORTHBOUND TRUNK HIGHWAY 65 FOG LINE, 179.6
 DQ0915'FEET SOUTH OF 50TH AVENUE NORTHEAST, 16.8 FEET WEST OF FRONTAGE ROAD,
 DQ0915'14.1 FEET EAST OF SIDEWALK, 1.5 FEET SOUTH OF WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DQ0918 ***********************************************************************
 DQ0918  DESIGNATION -  0207 N
 DQ0918  PID         -  DQ0918
 DQ0918  STATE/COUNTY-  MN/ANOKA
 DQ0918  COUNTRY     -  US
 DQ0918  USGS QUAD   -  NEW BRIGHTON (2019)
 DQ0918
 DQ0918                         *CURRENT SURVEY CONTROL
 DQ0918  ______________________________________________________________________
 DQ0918* NAD 83(2011) POSITION- 45 05 31.00921(N) 093 14 35.30034(W)   ADJUSTED
 DQ0918* NAD 83(2011) ELLIP HT-   237.078 (meters)        (07/18/16)   ADJUSTED
 DQ0918* NAD 83(2011) EPOCH   -  2010.00
 DQ0918* NAVD 88 ORTHO HEIGHT -   264.384 (meters)      867.40  (feet) ADJUSTED
 DQ0918  ______________________________________________________________________
 DQ0918  GEOID HEIGHT    -        -27.280 (meters)                     GEOID18
 DQ0918  NAD 83(2011) X  -   -255,175.093 (meters)                     COMP
 DQ0918  NAD 83(2011) Y  - -4,503,303.189 (meters)                     COMP
 DQ0918  NAD 83(2011) Z  -  4,494,735.957 (meters)                     COMP
 DQ0918  LAPLACE CORR    -         -0.46  (seconds)                    DEFLEC18
 DQ0918  DYNAMIC HEIGHT  -        264.380 (meters)      867.39  (feet) COMP
 DQ0918  MODELED GRAVITY -    980,593.9   (mgal)                       NAVD 88
 DQ0918
 DQ0918  VERT ORDER      -  SECOND    CLASS I
 DQ0918
 DQ0918  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DQ0918  Standards:
 DQ0918         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DQ0918            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DQ0918  -------------------------------------------------------------------
 DQ0918  NETWORK    0.52   1.27           0.24   0.17   0.65      0.04861964
 DQ0918  -------------------------------------------------------------------
 DQ0918  Click here for local accuracies and other accuracy information.
 DQ0918
 DQ0918.The horizontal coordinates were established by GPS observations
 DQ0918.and adjusted by the MN DEPT OF TRANSP in July 2016.
 DQ0918
 DQ0918.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DQ0918.been affixed to the stable North American tectonic plate. See 
 DQ0918.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DQ0918
 DQ0918.The horizontal coordinates are valid at the epoch date displayed above
 DQ0918.which is a decimal equivalence of Year/Month/Day.
 DQ0918
 DQ0918.The orthometric height was determined by differential leveling and
 DQ0918.adjusted by the NATIONAL GEODETIC SURVEY
 DQ0918.in September 2016.
 DQ0918
 DQ0918.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ0918.GEOID18 height accuracy estimate available here.
 DQ0918
 DQ0918.Click photographs - Photos may exist for this station.
 DQ0918
 DQ0918.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DQ0918
 DQ0918.The Laplace correction was computed from DEFLEC18 derived deflections.
 DQ0918
 DQ0918.The ellipsoidal height was determined by GPS observations
 DQ0918.and is referenced to NAD 83.
 DQ0918
 DQ0918.The dynamic height is computed by dividing the NAVD 88
 DQ0918.geopotential number by the normal gravity value computed on the
 DQ0918.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ0918.degrees latitude (g = 980.6199 gals.).
 DQ0918
 DQ0918.The modeled gravity was interpolated from observed gravity values.
 DQ0918
 DQ0918. The following values were computed from the NAD 83(2011) position.
 DQ0918
 DQ0918;                    North         East     Units Scale Factor Converg.
 DQ0918;SPC MN S     -   332,720.578   859,578.241   MT  0.99997514   +0 31 49.8
 DQ0918;SPC MN S     - 1,091,600.76  2,820,132.95   sFT  0.99997514   +0 31 49.8
 DQ0918;UTM  15      - 4,993,193.380   480,867.603   MT  0.99960450   -0 10 19.9
 DQ0918
 DQ0918!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DQ0918!SPC MN S     -   0.99996283  x   0.99997514  =   0.99993797
 DQ0918!UTM  15      -   0.99996283  x   0.99960450  =   0.99956735
 DQ0918
 DQ0918_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK8086793193(NAD 83)
 DQ0918
 DQ0918                          SUPERSEDED SURVEY CONTROL
 DQ0918
 DQ0918.No superseded survey control is available for this station.
 DQ0918
 DQ0918_MARKER: I = METAL ROD
 DQ0918_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DQ0918_STAMPING: 0207 N 2015
 DQ0918_MARK LOGO: MNDT
 DQ0918_PROJECTION: RECESSED 5 CENTIMETERS
 DQ0918_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DQ0918_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ0918_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ0918+SATELLITE: SATELLITE OBSERVATIONS - April 14, 2016
 DQ0918_ROD/PIPE-DEPTH: 10.4 meters
 DQ0918
 DQ0918  HISTORY     - Date     Condition        Report By
 DQ0918  HISTORY     - 20150407 MONUMENTED       MNDT
 DQ0918  HISTORY     - 20160414 GOOD             MNDT
 DQ0918
 DQ0918                          STATION DESCRIPTION
 DQ0918
 DQ0918'DESCRIBED BY MN DEPT OF TRANSP 2015
 DQ0918'THE STATION IS LOCATED ABOUT 7.8 MI (12.6 KM) NORTH OF MINNEAPOLIS,
 DQ0918'6.0 MI (9.7 KM) SOUTHWEST OF CIRCLE PINES AND 2.7 MI (4.3 KM)
 DQ0918'NORTHWEST OF NEW BRIGHTON.
 DQ0918'
 DQ0918'TO REACH THE MARK GO 1.75 MI (2.8 KM) NORTH ALONG TRUNK HIGHWAY 65
 DQ0918'FROM THE JUNCTION OF TRUNK HIGHWAY 65 AND INTERSTATE HIGHWAY 694 IN
 DQ0918'FRIDLEY, AT TRUNK HIGHWAY 65 MILE POINT 8.05.
 DQ0918'
 DQ0918'THE MARK IS LOCATED 40.8 FT (12.4 M) EAST OF NORTHBOUND TRUNK HIGHWAY
 DQ0918'65, 70.0 FT (21.3 M) NORTH OF 68TH AVENUE NORTHEAST, 14.2 FT (4.3 M)
 DQ0918'WEST OF BIKE PATH, 1.5 FT (0.5 M) WEST OF A WITNESS POST.
 DQ0918'
 DQ0918'NOTE - THE STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM
 DQ0918'ROD DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION REMOVABLE
 DQ0918'DISK SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH
 DQ0918'PVC PIPE BACK FILLED WITH WASHED SAND.
 DQ0918
 DQ0918                          STATION RECOVERY (2016)
 DQ0918
 DQ0918'RECOVERY NOTE BY MN DEPT OF TRANSP 2016 (JXR)
 DQ0918'IN FRIDLEY, 1.75 MILES NORTH ALONG TRUNK HIGHWAY 65 FROM JUNCTION OF
 DQ0918'TRUNK HIGHWAY 65 AND INTERSTATE HIGHWAY 694 IN FRIDLEY, AT TRUNK
 DQ0918'HIGHWAY 65 MILEPOINT 8.05, 40.8 FEET EAST OF NORTHBOUND TRUNK HIGHWAY
 DQ0918'65, 70.0 FEET NORTH OF 68TH AVENUE NORTHEAST, 14.2 FEET WEST OF BIKE
 DQ0918'PATH, 1.5 FEET WEST OF WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DQ0921 ***********************************************************************
 DQ0921  DESIGNATION -  0207 P
 DQ0921  PID         -  DQ0921
 DQ0921  STATE/COUNTY-  MN/ANOKA
 DQ0921  COUNTRY     -  US
 DQ0921  USGS QUAD   -  NEW BRIGHTON (2019)
 DQ0921
 DQ0921                         *CURRENT SURVEY CONTROL
 DQ0921  ______________________________________________________________________
 DQ0921* NAD 83(2011) POSITION- 45 07 10.58726(N) 093 14 16.49036(W)   ADJUSTED
 DQ0921* NAD 83(2011) ELLIP HT-   248.826 (meters)        (07/18/16)   ADJUSTED
 DQ0921* NAD 83(2011) EPOCH   -  2010.00
 DQ0921* NAVD 88 ORTHO HEIGHT -   276.186 (meters)      906.12  (feet) ADJUSTED
 DQ0921  ______________________________________________________________________
 DQ0921  GEOID HEIGHT    -        -27.349 (meters)                     GEOID18
 DQ0921  NAD 83(2011) X  -   -254,641.885 (meters)                     COMP
 DQ0921  NAD 83(2011) Y  - -4,501,160.439 (meters)                     COMP
 DQ0921  NAD 83(2011) Z  -  4,496,914.010 (meters)                     COMP
 DQ0921  LAPLACE CORR    -          0.90  (seconds)                    DEFLEC18
 DQ0921  DYNAMIC HEIGHT  -        276.182 (meters)      906.11  (feet) COMP
 DQ0921  MODELED GRAVITY -    980,593.8   (mgal)                       NAVD 88
 DQ0921
 DQ0921  VERT ORDER      -  SECOND    CLASS I
 DQ0921
 DQ0921  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DQ0921  Standards:
 DQ0921         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DQ0921            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DQ0921  -------------------------------------------------------------------
 DQ0921  NETWORK    0.49   1.23           0.23   0.16   0.63      0.01713479
 DQ0921  -------------------------------------------------------------------
 DQ0921  Click here for local accuracies and other accuracy information.
 DQ0921
 DQ0921.The horizontal coordinates were established by GPS observations
 DQ0921.and adjusted by the MN DEPT OF TRANSP in July 2016.
 DQ0921
 DQ0921.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DQ0921.been affixed to the stable North American tectonic plate. See 
 DQ0921.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DQ0921
 DQ0921.The horizontal coordinates are valid at the epoch date displayed above
 DQ0921.which is a decimal equivalence of Year/Month/Day.
 DQ0921
 DQ0921.The orthometric height was determined by differential leveling and
 DQ0921.adjusted by the NATIONAL GEODETIC SURVEY
 DQ0921.in September 2016.
 DQ0921
 DQ0921.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ0921.GEOID18 height accuracy estimate available here.
 DQ0921
 DQ0921.Click photographs - Photos may exist for this station.
 DQ0921
 DQ0921.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DQ0921
 DQ0921.The Laplace correction was computed from DEFLEC18 derived deflections.
 DQ0921
 DQ0921.The ellipsoidal height was determined by GPS observations
 DQ0921.and is referenced to NAD 83.
 DQ0921
 DQ0921.The dynamic height is computed by dividing the NAVD 88
 DQ0921.geopotential number by the normal gravity value computed on the
 DQ0921.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ0921.degrees latitude (g = 980.6199 gals.).
 DQ0921
 DQ0921.The modeled gravity was interpolated from observed gravity values.
 DQ0921
 DQ0921. The following values were computed from the NAD 83(2011) position.
 DQ0921
 DQ0921;                    North         East     Units Scale Factor Converg.
 DQ0921;SPC MN S     -   335,798.223   859,960.870   MT  0.99998024   +0 32 03.0
 DQ0921;SPC MN S     - 1,101,698.00  2,821,388.29   sFT  0.99998024   +0 32 03.0
 DQ0921;UTM  15      - 4,996,264.954   481,287.792   MT  0.99960431   -0 10 06.9
 DQ0921
 DQ0921!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DQ0921!SPC MN S     -   0.99996099  x   0.99998024  =   0.99994123
 DQ0921!UTM  15      -   0.99996099  x   0.99960431  =   0.99956531
 DQ0921
 DQ0921_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK8128796264(NAD 83)
 DQ0921
 DQ0921                          SUPERSEDED SURVEY CONTROL
 DQ0921
 DQ0921.No superseded survey control is available for this station.
 DQ0921
 DQ0921_MARKER: I = METAL ROD
 DQ0921_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DQ0921_STAMPING: 0207 P 2015
 DQ0921_MARK LOGO: MNDT
 DQ0921_PROJECTION: RECESSED 5 CENTIMETERS
 DQ0921_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DQ0921_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ0921_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ0921+SATELLITE: SATELLITE OBSERVATIONS - April 15, 2016
 DQ0921_ROD/PIPE-DEPTH: 20.4 meters
 DQ0921
 DQ0921  HISTORY     - Date     Condition        Report By
 DQ0921  HISTORY     - 20150407 MONUMENTED       MNDT
 DQ0921  HISTORY     - 20160415 GOOD             MNDT
 DQ0921
 DQ0921                          STATION DESCRIPTION
 DQ0921
 DQ0921'DESCRIBED BY MN DEPT OF TRANSP 2015
 DQ0921'THE STATION IS LOCATED ABOUT 8.0 MI (12.9 KM) EAST OF OSSEO, 4.7 MI
 DQ0921'(7.6 KM) WEST-SOUTHWEST OF CIRCLE PINES AND 4.1 MI (6.6 KM)
 DQ0921'NORTH-NORTHWEST OF NEW BRIGHTON.
 DQ0921'
 DQ0921'TO REACH THE MARK GO 0.05 MI (0.1 KM) SOUTH ALONG TRUNK HIGHWAY 65
 DQ0921'FROM THE JUNCTION OF TRUNK HIGHWAY 65 AND COUNTY ROAD 10 IN SPRING
 DQ0921'LAKE PARK, AT TRUNK HIGHWAY 65 MILE POINT 10.05.
 DQ0921'
 DQ0921'THE MARK IS LOCATED 53.6 FT (16.3 M) SOUTHEAST OF NORTHBOUND TRUNK
 DQ0921'HIGHWAY 65, 76.7 FT (23.4 M) WEST-SOUTHWEST OF RAMP FROM EASTBOUND
 DQ0921'COUNTY ROAD 10 TO NORTHBOUND TRUNK HIGHWAY 65, 1.5 FT (0.5 M)
 DQ0921'NORTHWEST OF A WITNESS POST.
 DQ0921'
 DQ0921'NOTE - THE STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM
 DQ0921'ROD DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION REMOVABLE
 DQ0921'DISK SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH
 DQ0921'PVC PIPE BACK FILLED WITH WASHED SAND.
 DQ0921
 DQ0921                          STATION RECOVERY (2016)
 DQ0921
 DQ0921'RECOVERY NOTE BY MN DEPT OF TRANSP 2016 (AXM)
 DQ0921'IN SPRING LAKE PARK, 0.05 MILE SOUTH ALONG TRUNK HIGHWAY 65 FROM
 DQ0921'JUNCTION OF TRUNK HIGHWAY 65 AND COUNTY ROAD 10 IN SPRING LAKE PARK,
 DQ0921'AT TRUNK HIGHWAY 65 MILEPOINT 10.05, 53.6 FEET SOUTHEAST OF NORTHBOUND
 DQ0921'TRUNK HIGHWAY 65, 76.7 FEET WEST-SOUTHWEST OF RAMP FROM EASTBOUND
 DQ0921'COUNTY ROAD 10 TO NORTHBOUND TRUNK HIGHWAY 65, 1.5 FEET NORTHWEST OF
 DQ0921'WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 QO0822 ***********************************************************************
 QO0822  DESIGNATION -  0208 AA
 QO0822  PID         -  QO0822
 QO0822  STATE/COUNTY-  MN/ANOKA
 QO0822  COUNTRY     -  US
 QO0822  USGS QUAD   -  COON LAKE BEACH (2019)
 QO0822
 QO0822                         *CURRENT SURVEY CONTROL
 QO0822  ______________________________________________________________________
 QO0822* NAD 83(1986) POSITION- 45 20 57.01   (N) 093 14 14.41   (W)   HD_HELD1
 QO0822* NAVD 88 ORTHO HEIGHT -   279.323 (meters)      916.41  (feet) ADJUSTED
 QO0822  ______________________________________________________________________
 QO0822  GEOID HEIGHT    -        -28.308 (meters)                     GEOID18
 QO0822  DYNAMIC HEIGHT  -        279.302 (meters)      916.34  (feet) COMP
 QO0822  MODELED GRAVITY -    980,535.1   (mgal)                       NAVD 88
 QO0822
 QO0822  VERT ORDER      -  SECOND    CLASS I
 QO0822
 QO0822.The horizontal coordinates were determined by differentially corrected
 QO0822.hand held GPS observations or other comparable positioning techniques
 QO0822.and have an estimated accuracy of +/- 3 meters.
 QO0822
 QO0822.The orthometric height was determined by differential leveling and
 QO0822.adjusted by the NATIONAL GEODETIC SURVEY
 QO0822.in June 1991.
 QO0822
 QO0822.Significant digits in the geoid height do not necessarily reflect accuracy.
 QO0822.GEOID18 height accuracy estimate available here.
 QO0822
 QO0822.Click photographs - Photos may exist for this station.
 QO0822
 QO0822.The dynamic height is computed by dividing the NAVD 88
 QO0822.geopotential number by the normal gravity value computed on the
 QO0822.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QO0822.degrees latitude (g = 980.6199 gals.).
 QO0822
 QO0822.The modeled gravity was interpolated from observed gravity values.
 QO0822
 QO0822;                    North         East    Units  Estimated Accuracy
 QO0822;SPC MN S     -   361,310.3     859,768.3     MT  (+/- 3 meters HH1 GPS) 
 QO0822
 QO0822_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL8140821767(NAD 83)
 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
 QO0822.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QO0822.See file dsdata.pdf to determine how the superseded data were derived.
 QO0822
 QO0822_MARKER: DB = BENCH MARK DISK
 QO0822_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 QO0822_STAMPING: 0208 AA 1969
 QO0822_MARK LOGO: MNHD
 QO0822_PROJECTION: RECESSED 5 CENTIMETERS
 QO0822_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 QO0822_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QO0822_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 QO0822+SATELLITE: SATELLITE OBSERVATIONS - March 11, 2015
 QO0822
 QO0822  HISTORY     - Date     Condition        Report By
 QO0822  HISTORY     - 1969     MONUMENTED       MNHD
 QO0822  HISTORY     - 1977     GOOD             MNDT
 QO0822  HISTORY     - 20051231 GOOD             MNDT
 QO0822  HISTORY     - 20150311 GOOD             MNDT
 QO0822
 QO0822                          STATION DESCRIPTION
 QO0822
 QO0822'DESCRIBED BY MN HIGHWAY DEPT 1969
 QO0822'THE MARK IS LOCATED 3.5 MILES SOUTH OF THE JUNCTION OF TH 65 AND
 QO0822'COUNTY ROAD 24 IN EAST BETHEL, 147 FEET NORTH OF TOWNSHIP ROAD 19
 QO0822'CENTERLINE, 94 FEET WEST OF TH 65 SOUTHBOUND CENTERLINE AND ABOUT 2
 QO0822'FEET HIGHER THAN THE ROADWAY, 50 FEET EAST OF A 15 INCH ELM TREE, 16
 QO0822'FEET SOUTH OF A TELEPHONE POLE, 11 FEET NORTH OF A ROW OF BUSHES
 QO0822'(ARBIVITUS) 1 FOOT EAST OF A STEEL WITNESS POST, IN A 6 FOOT PRE-CAST
 QO0822'CONCRETE MONUMENT, SET FLUSH WITH THE GROUND.  NW 1/4 SECTION 17,
 QO0822'T33N, R23W.
 QO0822
 QO0822                          STATION RECOVERY (1977)
 QO0822
 QO0822'RECOVERY NOTE BY MN DEPT OF TRANSP 1977
 QO0822'THE MARK WAS FOUND AS DESCRIBED, 4.3 MILES NORTH ALONG TRUNK HIGHWAY
 QO0822'65 FROM THE JUNCTION OF TRUNK HIGHWAY 65 AND COUNTY ROAD 18 IN
 QO0822'SODERVILLE AND 5.1 MILES SOUTH OF THE ANOKA ISANTI COUNTY LINE. IT IS
 QO0822'94.6 FT. WEST OF, AND 5 FT. HIGHER THAN THE CENTER OF SOUTHBOUND TRUNK
 QO0822'HIGHWAY 65 AT MILEPOINT 25.75, 142 FT. NORTH OF A DRIVEWAY WEST, 51
 QO0822'FT. EAST NORTHEAST OF A 30 INCH ELM TREE, 15.9 FT. SOUTH OF A
 QO0822'TELEPHONE POLE AND 12 FT. NORTH OF AN EAST WEST ROW OF ARBORVITAE
 QO0822'TREES. IT IS 1.0 FT. EAST OF A STEEL WITNESS POST.
 QO0822
 QO0822                          STATION RECOVERY (2005)
 QO0822
 QO0822'RECOVERY NOTE BY MN DEPT OF TRANSP 2005 (GJF)
 QO0822'THE MARK IS LOCATED ABOUT 6.2 MI (10.0 KM) WEST OF LINWOOD, AND 3.1 MI
 QO0822'(5.0 KM) NORTHEAST OF CEDAR, 4.3 MI (6.9 KM) NORTH OF SODERVILLE, 4.3
 QO0822'MI (6.9 KM) NORTH ALONG TRUNK HIGHWAY 65 FROM THE JUNCTION OF TRUNK
 QO0822'HIGHWAY 65 AND COUNTY ROAD 18, 4.1 MI (6.6 KM) SOUTH OF ANOKA-ISANTI
 QO0822'COUNTY LINE, AT TRUNK HIGHWAY 65 MILE POINT 25.95, 94.6 FT (28.8 M)
 QO0822'WEST OF SOUTH-BOUND TRUNK HIGHWAY 65, 150 FT (45.7 M) NORTH OF 209TH
 QO0822'AVENUE, 51 FT (15.5 M) EAST-NORTHEAST OF A 30 INCH (76 CM) ELM TREE,
 QO0822'15.9 FT (4.8 M) SOUTH OF TELEPHONE POLE, 12 FT (3.7 M) NORTH OF
 QO0822'EAST-WEST ROW OF ARBORVITAE TREES, 1 FT (0.3 M) EAST OF STEEL POST.
 QO0822
 QO0822                          STATION RECOVERY (2015)
 QO0822
 QO0822'RECOVERY NOTE BY MN DEPT OF TRANSP 2015 (MAS)
 QO0822'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 QO1212 ***********************************************************************
 QO1212  DESIGNATION -  0208 AB
 QO1212  PID         -  QO1212
 QO1212  STATE/COUNTY-  MN/ANOKA
 QO1212  COUNTRY     -  US
 QO1212  USGS QUAD   -  ISANTI (2019)
 QO1212
 QO1212                         *CURRENT SURVEY CONTROL
 QO1212  ______________________________________________________________________
 QO1212* NAD 83(2011) POSITION- 45 24 31.74901(N) 093 14 04.66251(W)   ADJUSTED
 QO1212* NAD 83(2011) ELLIP HT-   254.986 (meters)        (09/10/18)   ADJUSTED
 QO1212* NAD 83(2011) EPOCH   -  2010.00
 QO1212* NAVD 88 ORTHO HEIGHT -   283.406 (meters)      929.81  (feet) ADJUSTED
 QO1212  ______________________________________________________________________
 QO1212  GEOID HEIGHT    -        -28.420 (meters)                     GEOID18
 QO1212  NAD 83(2011) X  -   -253,095.649 (meters)                     COMP
 QO1212  NAD 83(2011) Y  - -4,478,382.403 (meters)                     COMP
 QO1212  NAD 83(2011) Z  -  4,519,542.099 (meters)                     COMP
 QO1212  LAPLACE CORR    -         -1.89  (seconds)                    DEFLEC18
 QO1212  DYNAMIC HEIGHT  -        283.385 (meters)      929.74  (feet) COMP
 QO1212  MODELED GRAVITY -    980,535.6   (mgal)                       NAVD 88
 QO1212
 QO1212  VERT ORDER      -  SECOND    CLASS I
 QO1212
 QO1212  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 QO1212  Standards:
 QO1212         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 QO1212            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 QO1212  -------------------------------------------------------------------
 QO1212  NETWORK    0.77   1.27           0.33   0.30   0.65      0.01217850
 QO1212  -------------------------------------------------------------------
 QO1212  Click here for local accuracies and other accuracy information.
 QO1212
 QO1212.The horizontal coordinates were established by GPS observations
 QO1212.and adjusted by the MN DEPT OF TRANSP in September 2018.
 QO1212
 QO1212.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 QO1212.been affixed to the stable North American tectonic plate. See 
 QO1212.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 QO1212
 QO1212.The horizontal coordinates are valid at the epoch date displayed above
 QO1212.which is a decimal equivalence of Year/Month/Day.
 QO1212
 QO1212.The orthometric height was determined by differential leveling and
 QO1212.adjusted by the NATIONAL GEODETIC SURVEY
 QO1212.in June 1991.
 QO1212
 QO1212.Significant digits in the geoid height do not necessarily reflect accuracy.
 QO1212.GEOID18 height accuracy estimate available here.
 QO1212
 QO1212.Click photographs - Photos may exist for this station.
 QO1212
 QO1212.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 QO1212
 QO1212.The Laplace correction was computed from DEFLEC18 derived deflections.
 QO1212
 QO1212.The ellipsoidal height was determined by GPS observations
 QO1212.and is referenced to NAD 83.
 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. The following values were computed from the NAD 83(2011) position.
 QO1212
 QO1212;                    North         East     Units Scale Factor Converg.
 QO1212;SPC MN S     -   367,941.701   859,918.415   MT  1.00004767   +0 32 11.3
 QO1212;SPC MN S     - 1,207,155.40  2,821,249.00   sFT  1.00004767   +0 32 11.3
 QO1212;UTM  15      - 5,028,393.432   481,639.665   MT  0.99960414   -0 10 01.5
 QO1212
 QO1212!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QO1212!SPC MN S     -   0.99996003  x   1.00004767  =   1.00000769
 QO1212!UTM  15      -   0.99996003  x   0.99960414  =   0.99956418
 QO1212
 QO1212_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL8163928393(NAD 83)
 QO1212
 QO1212                          SUPERSEDED SURVEY CONTROL
 QO1212
 QO1212.No superseded survey control is available for this station.
 QO1212
 QO1212_MARKER: DV = VERTICAL CONTROL DISK
 QO1212_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 QO1212_STAMPING: 0208 AB 1977
 QO1212_MARK LOGO: MNHD
 QO1212_PROJECTION: FLUSH
 QO1212_MAGNETIC: I = MARKER IS A STEEL ROD
 QO1212_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QO1212_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QO1212+SATELLITE: SATELLITE OBSERVATIONS - September 07, 2017
 QO1212_ROD/PIPE-DEPTH: 14.6 meters
 QO1212
 QO1212  HISTORY     - Date     Condition        Report By
 QO1212  HISTORY     - 1977     MONUMENTED       MNHD
 QO1212  HISTORY     - 20150312 GOOD             MNDT
 QO1212  HISTORY     - 20170629 GOOD             MNDT
 QO1212  HISTORY     - 20170907 GOOD             MNDT
 QO1212
 QO1212                          STATION DESCRIPTION
 QO1212
 QO1212'DESCRIBED BY MN HIGHWAY DEPT 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.
 QO1212
 QO1212                          STATION RECOVERY (2015)
 QO1212
 QO1212'RECOVERY NOTE BY MN DEPT OF TRANSP 2015 (MAS)
 QO1212'RECOVERED AS DESCRIBED.
 QO1212
 QO1212                          STATION RECOVERY (2017)
 QO1212
 QO1212'RECOVERY NOTE BY MN DEPT OF TRANSP 2017 (AXH)
 QO1212'IN EAST BETHEL, 0.7 MILE NORTH ALONG TRUNK HIGHWAY 65 FROM THE
 QO1212'JUNCTION OF TRUNK HIGHWAY 65 AND COUNTY ROAD 24 (237TH AVENUE
 QO1212'NORTHEAST) IN EAST BETHEL, AT TRUNK HIGHWAY 65 MILEPOINT 30.05, 92.0
 QO1212'FEET EAST OF NORTHBOUND TRUNK HIGHWAY 65, 184.5 FEET NORTHEAST OF
 QO1212'MILEPOST 30, 3.2 FEET WEST OF A POWER POLE NUMBER 029465, 1.0 FOOT
 QO1212'WEST OF A WITNESS POST.
 QO1212
 QO1212                          STATION RECOVERY (2017)
 QO1212
 QO1212'RECOVERY NOTE BY MN DEPT OF TRANSP 2017 (MAS)
 QO1212'IN EAST BETHEL, 0.7 MI (1.1 KM) NORTH ALONG TRUNK HIGHWAY 65 FROM THE
 QO1212'JUNCTION OF TRUNK HIGHWAY 65 AND COUNTY ROAD 24 (237TH AVENUE
 QO1212'NORTHEAST) IN EAST BETHEL, AT TRUNK HIGHWAY 65 MILE POINT 30.05, 92 FT
 QO1212'(28.0 M) EAST OF NORTHBOUND TRUNK HIGHWAY 65, 184.5 FT (56.2 M)
 QO1212'NORTHEAST OF MILEPOST 30, 3.2 FT (1.0 M) WEST OF POWER POLE NUMBER
 QO1212'029465, 1.0 FT (0.3 M) WEST OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 QO2145 ***********************************************************************
 QO2145  DESIGNATION -  0208 AD
 QO2145  PID         -  QO2145
 QO2145  STATE/COUNTY-  MN/ANOKA
 QO2145  COUNTRY     -  US
 QO2145  USGS QUAD   -  CIRCLE PINES (2019)
 QO2145
 QO2145                         *CURRENT SURVEY CONTROL
 QO2145  ______________________________________________________________________
 QO2145* NAD 83(1986) POSITION- 45 11 18.91   (N) 093 14 07.09   (W)   HD_HELD1
 QO2145* NAVD 88 ORTHO HEIGHT -   274.318 (meters)      899.99  (feet) ADJUSTED
 QO2145  ______________________________________________________________________
 QO2145  GEOID HEIGHT    -        -27.611 (meters)                     GEOID18
 QO2145  DYNAMIC HEIGHT  -        274.311 (meters)      899.97  (feet) COMP
 QO2145  MODELED GRAVITY -    980,583.6   (mgal)                       NAVD 88
 QO2145
 QO2145  VERT ORDER      -  SECOND    CLASS I
 QO2145
 QO2145.The horizontal coordinates were determined by differentially corrected
 QO2145.hand held GPS observations or other comparable positioning techniques
 QO2145.and have an estimated accuracy of +/- 3 meters.
 QO2145
 QO2145.The orthometric height was determined by differential leveling and
 QO2145.adjusted by the NATIONAL GEODETIC SURVEY
 QO2145.in September 2016.
 QO2145
 QO2145.Significant digits in the geoid height do not necessarily reflect accuracy.
 QO2145.GEOID18 height accuracy estimate available here.
 QO2145
 QO2145.Click photographs - Photos may exist for this station.
 QO2145
 QO2145.The dynamic height is computed by dividing the NAVD 88
 QO2145.geopotential number by the normal gravity value computed on the
 QO2145.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QO2145.degrees latitude (g = 980.6199 gals.).
 QO2145
 QO2145.The modeled gravity was interpolated from observed gravity values.
 QO2145
 QO2145;                    North         East    Units  Estimated Accuracy
 QO2145;SPC MN S     -   343,465.6     860,094.6     MT  (+/- 3 meters HH1 GPS) 
 QO2145
 QO2145_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL8151503927(NAD 83)
 QO2145
 QO2145                          SUPERSEDED SURVEY CONTROL
 QO2145
 QO2145  NAVD 88 (06/15/91)  274.321  (m)          900.00   (f) SUPERSEDED  2 2
 QO2145
 QO2145.Superseded values are not recommended for survey control.
 QO2145
 QO2145.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QO2145.See file dsdata.pdf to determine how the superseded data were derived.
 QO2145
 QO2145_MARKER: DV = VERTICAL CONTROL DISK
 QO2145_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 QO2145+WITH SETTING: PAVEMENT
 QO2145_SP_SET: SIGN BASE
 QO2145_STAMPING: 0208 AD 1980
 QO2145_MARK LOGO: MNHD
 QO2145_MAGNETIC: N = NO MAGNETIC MATERIAL
 QO2145_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QO2145+STABILITY: SURFACE MOTION
 QO2145_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QO2145+SATELLITE: SATELLITE OBSERVATIONS - May 12, 2015
 QO2145
 QO2145  HISTORY     - Date     Condition        Report By
 QO2145  HISTORY     - 1980     MONUMENTED       MNHD
 QO2145  HISTORY     - 20150512 GOOD             MNDT
 QO2145
 QO2145                          STATION DESCRIPTION
 QO2145
 QO2145'DESCRIBED BY MN HIGHWAY DEPT 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.
 QO2145
 QO2145                          STATION RECOVERY (2015)
 QO2145
 QO2145'RECOVERY NOTE BY MN DEPT OF TRANSP 2015 (CF)
 QO2145'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DQ0926 ***********************************************************************
 DQ0926  DESIGNATION -  0208 AE
 DQ0926  PID         -  DQ0926
 DQ0926  STATE/COUNTY-  MN/ANOKA
 DQ0926  COUNTRY     -  US
 DQ0926  USGS QUAD   -  CIRCLE PINES (2019)
 DQ0926
 DQ0926                         *CURRENT SURVEY CONTROL
 DQ0926  ______________________________________________________________________
 DQ0926* NAD 83(2011) POSITION- 45 12 21.38612(N) 093 14 02.86841(W)   ADJUSTED
 DQ0926* NAD 83(2011) ELLIP HT-   250.079 (meters)        (02/04/26)   ADJUSTED
 DQ0926* NAD 83(2011) EPOCH   -  2010.00
 DQ0926* NAVD 88 ORTHO HEIGHT -   277.771 (meters)      911.32  (feet) ADJUSTED
 DQ0926  ______________________________________________________________________
 DQ0926  GEOID HEIGHT    -        -27.693 (meters)                     GEOID18
 DQ0926  NAD 83(2011) X  -   -253,960.820 (meters)                     COMP
 DQ0926  NAD 83(2011) Y  - -4,494,385.034 (meters)                     COMP
 DQ0926  NAD 83(2011) Z  -  4,503,680.279 (meters)                     COMP
 DQ0926  LAPLACE CORR    -          5.49  (seconds)                    DEFLEC18
 DQ0926  DYNAMIC HEIGHT  -        277.762 (meters)      911.29  (feet) COMP
 DQ0926  MODELED GRAVITY -    980,577.8   (mgal)                       NAVD 88
 DQ0926
 DQ0926  VERT ORDER      -  SECOND    CLASS I
 DQ0926
 DQ0926  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DQ0926  Standards:
 DQ0926         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DQ0926            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DQ0926  -------------------------------------------------------------------
 DQ0926  NETWORK    0.25   0.86           0.11   0.09   0.44      0.00847797
 DQ0926  -------------------------------------------------------------------
 DQ0926  Click here for local accuracies and other accuracy information.
 DQ0926
 DQ0926.The horizontal coordinates were established by GPS observations
 DQ0926.and adjusted by the MN DEPT OF TRANSP in February 2026.
 DQ0926
 DQ0926.Refers to NAD 83 (2011) epoch 2010.00 coordinates where the reference 
 DQ0926.frame has been affixed to the stable North American tectonic plate 
 DQ0926
 DQ0926.The horizontal coordinates are valid at the epoch date displayed above
 DQ0926.which is a decimal equivalence of Year/Month/Day.
 DQ0926
 DQ0926.The orthometric height was determined by differential leveling and
 DQ0926.adjusted by the NATIONAL GEODETIC SURVEY
 DQ0926.in September 2016.
 DQ0926
 DQ0926.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ0926.GEOID18 height accuracy estimate available here.
 DQ0926
 DQ0926.Click photographs - Photos may exist for this station.
 DQ0926
 DQ0926.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DQ0926
 DQ0926.The Laplace correction was computed from DEFLEC18 derived deflections.
 DQ0926
 DQ0926.The ellipsoidal height was determined by GPS observations
 DQ0926.and is referenced to NAD 83.
 DQ0926
 DQ0926.The dynamic height is computed by dividing the NAVD 88
 DQ0926.geopotential number by the normal gravity value computed on the
 DQ0926.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ0926.degrees latitude (g = 980.6199 gals.).
 DQ0926
 DQ0926.The modeled gravity was interpolated from observed gravity values.
 DQ0926
 DQ0926. The following values were computed from the NAD 83(2011) position.
 DQ0926
 DQ0926;                    North         East     Units Scale Factor Converg.
 DQ0926;SPC MN S     -   345,395.093   860,168.684   MT  0.99999767   +0 32 12.6
 DQ0926;SPC MN S     - 1,133,183.73  2,822,070.09   sFT  0.99999767   +0 32 12.6
 DQ0926;UTM  15      - 5,005,854.863   481,613.190   MT  0.99960416   -0 09 58.1
 DQ0926
 DQ0926!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DQ0926!SPC MN S     -   0.99996079  x   0.99999767  =   0.99995846
 DQ0926!UTM  15      -   0.99996079  x   0.99960416  =   0.99956497
 DQ0926
 DQ0926_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL8161305854(NAD 83)
 DQ0926
 DQ0926                          SUPERSEDED SURVEY CONTROL
 DQ0926
 DQ0926.No superseded survey control is available for this station.
 DQ0926
 DQ0926_MARKER: F = FLANGE-ENCASED ROD
 DQ0926_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DQ0926_STAMPING: 0208 AE 2015
 DQ0926_MARK LOGO: MNDT
 DQ0926_PROJECTION: RECESSED 5 CENTIMETERS
 DQ0926_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DQ0926_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ0926_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ0926+SATELLITE: SATELLITE OBSERVATIONS - December 22, 2025
 DQ0926_ROD/PIPE-DEPTH: 21.0 meters
 DQ0926
 DQ0926  HISTORY     - Date     Condition        Report By
 DQ0926  HISTORY     - 20150406 MONUMENTED       MNDT
 DQ0926  HISTORY     - 20200417 GOOD             MNDT
 DQ0926  HISTORY     - 20251222 GOOD             MNDT
 DQ0926
 DQ0926                          STATION DESCRIPTION
 DQ0926
 DQ0926'DESCRIBED BY MN DEPT OF TRANSP 2015
 DQ0926'THE STATION IS LOCATED ABOUT 8.0 MI (12.9 KM) SOUTH-SOUTHWEST OF COON
 DQ0926'LAKE BEACH, 7.5 MI (12.1 KM) EAST OF ANOKA AND 5.7 MI (9.2 KM)
 DQ0926'NORTHWEST OF CIRCLE PINES.
 DQ0926'
 DQ0926'TO REACH THE MARK GO 2.6 MI (4.2 KM) NORTH ALONG TRUNK HIGHWAY 65 FROM
 DQ0926'THE JUNCTION OF TRUNK HIGHWAY 65 AND COUNTY ROAD 12 IN BLAINE, AT
 DQ0926'TRUNK HIGHWAY 65 MILE POINT 16.0.
 DQ0926'
 DQ0926'THE MARK IS LOCATED 18.8 FT (5.7 M) EAST OF NORTHBOUND TRUNK HIGHWAY
 DQ0926'65 FOG LINE, 53.6 FT (16.3 M) NORTH OF MILEPOST 16, 5.6 FT (1.7 M)
 DQ0926'WEST OF RIGHT-OF-WAY FENCE, 5.2 FT (1.6 M) WEST OF A WITNESS POST.
 DQ0926'
 DQ0926'NOTE - THE STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM
 DQ0926'ROD DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION REMOVABLE
 DQ0926'DISK SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH
 DQ0926'PVC PIPE BACK FILLED WITH WASHED SAND.
 DQ0926
 DQ0926                          STATION RECOVERY (2020)
 DQ0926
 DQ0926'RECOVERY NOTE BY MN DEPT OF TRANSP 2020 (MPP)
 DQ0926'RECOVERED IN GOOD CONDITION.
 DQ0926
 DQ0926                          STATION RECOVERY (2025)
 DQ0926
 DQ0926'RECOVERY NOTE BY MN DEPT OF TRANSP 2025 (MPP)
 DQ0926'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DQ0928 ***********************************************************************
 DQ0928  DESIGNATION -  0208 AF
 DQ0928  PID         -  DQ0928
 DQ0928  STATE/COUNTY-  MN/ANOKA
 DQ0928  COUNTRY     -  US
 DQ0928  USGS QUAD   -  COON LAKE BEACH (2019)
 DQ0928
 DQ0928                         *CURRENT SURVEY CONTROL
 DQ0928  ______________________________________________________________________
 DQ0928* NAD 83(1986) POSITION- 45 15 06.51   (N) 093 13 56.96   (W)   HD_HELD1
 DQ0928* NAVD 88 ORTHO HEIGHT -   274.193 (meters)      899.58  (feet) ADJUSTED
 DQ0928  ______________________________________________________________________
 DQ0928  GEOID HEIGHT    -        -27.922 (meters)                     GEOID18
 DQ0928  DYNAMIC HEIGHT  -        274.180 (meters)      899.54  (feet) COMP
 DQ0928  MODELED GRAVITY -    980,562.3   (mgal)                       NAVD 88
 DQ0928
 DQ0928  VERT ORDER      -  SECOND    CLASS I
 DQ0928
 DQ0928.The horizontal coordinates were determined by differentially corrected
 DQ0928.hand held GPS observations or other comparable positioning techniques
 DQ0928.and have an estimated accuracy of +/- 3 meters.
 DQ0928
 DQ0928.The orthometric height was determined by differential leveling and
 DQ0928.adjusted by the NATIONAL GEODETIC SURVEY
 DQ0928.in September 2016.
 DQ0928
 DQ0928.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ0928.GEOID18 height accuracy estimate available here.
 DQ0928
 DQ0928.Click photographs - Photos may exist for this station.
 DQ0928
 DQ0928.The dynamic height is computed by dividing the NAVD 88
 DQ0928.geopotential number by the normal gravity value computed on the
 DQ0928.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ0928.degrees latitude (g = 980.6199 gals.).
 DQ0928
 DQ0928.The modeled gravity was interpolated from observed gravity values.
 DQ0928
 DQ0928;                    North         East    Units  Estimated Accuracy
 DQ0928;SPC MN S     -   350,493.7     860,249.8     MT  (+/- 3 meters HH1 GPS) 
 DQ0928
 DQ0928_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL8175610950(NAD 83)
 DQ0928
 DQ0928                          SUPERSEDED SURVEY CONTROL
 DQ0928
 DQ0928.No superseded survey control is available for this station.
 DQ0928
 DQ0928_MARKER: F = FLANGE-ENCASED ROD
 DQ0928_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DQ0928_STAMPING: 0208 AF 2015
 DQ0928_MARK LOGO: MNDT
 DQ0928_PROJECTION: RECESSED 5 CENTIMETERS
 DQ0928_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DQ0928_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ0928_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ0928+SATELLITE: SATELLITE OBSERVATIONS - April 13, 2020
 DQ0928_ROD/PIPE-DEPTH: 21.0 meters
 DQ0928
 DQ0928  HISTORY     - Date     Condition        Report By
 DQ0928  HISTORY     - 20150408 MONUMENTED       MNDT
 DQ0928  HISTORY     - 20200413 GOOD             MNDT
 DQ0928
 DQ0928                          STATION DESCRIPTION
 DQ0928
 DQ0928'DESCRIBED BY MN DEPT OF TRANSP 2015
 DQ0928'THE STATION IS LOCATED ABOUT 8.2 MI (13.2 KM) NORTH-NORTHWEST OF
 DQ0928'CIRCLE PINES, 5.4 MI (8.7 KM) SOUTH-SOUTHEAST OF CEDAR AND IN
 DQ0928'THE TOWN OF HAM LAKE.
 DQ0928'
 DQ0928'TO REACH THE MARK GO 2.28 MI (3.7 KM) NORTH ALONG TRUNK HIGHWAY 65
 DQ0928'FROM THE JUNCTION OF TRUNK HIGHWAY 65 AND COUNTY ROAD 116 IN HAM LAKE,
 DQ0928'AT TRUNK HIGHWAY 65 MILE POINT 19.2.
 DQ0928'
 DQ0928'THE MARK IS LOCATED 70.9 FT (21.6 M) EAST OF NORTHBOUND TRUNK HIGHWAY
 DQ0928'65, 54.0 FT (16.5 M) WEST OF FRONTAGE ROAD, 88.8 FT (27.1 M)
 DQ0928'NORTH-NORTHWEST OF POWER POLE, 1.5 FT (0.5 M) WEST OF A WITNESS POST.
 DQ0928'
 DQ0928'NOTE - THE STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM
 DQ0928'ROD DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION REMOVABLE
 DQ0928'DISK SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH
 DQ0928'PVC PIPE BACK FILLED WITH WASHED SAND.
 DQ0928
 DQ0928                          STATION RECOVERY (2020)
 DQ0928
 DQ0928'RECOVERY NOTE BY MN DEPT OF TRANSP 2020 (MPP)
 DQ0928'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DQ0929 ***********************************************************************
 DQ0929  DESIGNATION -  0208 AG
 DQ0929  PID         -  DQ0929
 DQ0929  STATE/COUNTY-  MN/ANOKA
 DQ0929  COUNTRY     -  US
 DQ0929  USGS QUAD   -  COON LAKE BEACH (2019)
 DQ0929
 DQ0929                         *CURRENT SURVEY CONTROL
 DQ0929  ______________________________________________________________________
 DQ0929* NAD 83(1986) POSITION- 45 17 32.78   (N) 093 14 04.07   (W)   HD_HELD1
 DQ0929* NAVD 88 ORTHO HEIGHT -   276.337 (meters)      906.62  (feet) ADJUSTED
 DQ0929  ______________________________________________________________________
 DQ0929  GEOID HEIGHT    -        -28.111 (meters)                     GEOID18
 DQ0929  DYNAMIC HEIGHT  -        276.320 (meters)      906.56  (feet) COMP
 DQ0929  MODELED GRAVITY -    980,548.9   (mgal)                       NAVD 88
 DQ0929
 DQ0929  VERT ORDER      -  SECOND    CLASS I
 DQ0929
 DQ0929.The horizontal coordinates were determined by differentially corrected
 DQ0929.hand held GPS observations or other comparable positioning techniques
 DQ0929.and have an estimated accuracy of +/- 3 meters.
 DQ0929
 DQ0929.The orthometric height was determined by differential leveling and
 DQ0929.adjusted by the NATIONAL GEODETIC SURVEY
 DQ0929.in September 2016.
 DQ0929
 DQ0929.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ0929.GEOID18 height accuracy estimate available here.
 DQ0929
 DQ0929.Click photographs - Photos may exist for this station.
 DQ0929
 DQ0929.The dynamic height is computed by dividing the NAVD 88
 DQ0929.geopotential number by the normal gravity value computed on the
 DQ0929.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ0929.degrees latitude (g = 980.6199 gals.).
 DQ0929
 DQ0929.The modeled gravity was interpolated from observed gravity values.
 DQ0929
 DQ0929;                    North         East    Units  Estimated Accuracy
 DQ0929;SPC MN S     -   355,007.6     860,052.4     MT  (+/- 3 meters HH1 GPS) 
 DQ0929
 DQ0929_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL8161415464(NAD 83)
 DQ0929
 DQ0929                          SUPERSEDED SURVEY CONTROL
 DQ0929
 DQ0929.No superseded survey control is available for this station.
 DQ0929
 DQ0929_MARKER: F = FLANGE-ENCASED ROD
 DQ0929_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DQ0929_STAMPING: 0208 AG 2015
 DQ0929_MARK LOGO: MNDT
 DQ0929_PROJECTION: RECESSED 5 CENTIMETERS
 DQ0929_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DQ0929_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ0929_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ0929+SATELLITE: SATELLITE OBSERVATIONS - April 06, 2015
 DQ0929_ROD/PIPE-DEPTH: 16.5 meters
 DQ0929
 DQ0929  HISTORY     - Date     Condition        Report By
 DQ0929  HISTORY     - 20150406 MONUMENTED       MNDT
 DQ0929
 DQ0929                          STATION DESCRIPTION
 DQ0929
 DQ0929'DESCRIBED BY MN DEPT OF TRANSP 2015
 DQ0929'THE STATION IS LOCATED ABOUT 7.5 MI (12.1 KM) SOUTHWEST OF LINWOOD,
 DQ0929'3.1 MI (5.0 KM) SOUTHEAST OF CEDAR AND IN SODERVILLE.
 DQ0929'
 DQ0929'TO REACH THE MARK GO 0.31 MI (0.5 KM) NORTH ALONG TRUNK HIGHWAY 65
 DQ0929'FROM THE JUNCTION OF TRUNK HIGHWAY 65 AND COUNTY ROAD 18 IN HAM LAKE,
 DQ0929'AT TRUNK HIGHWAY 65 MILE POINT 22.0.
 DQ0929'
 DQ0929'THE MARK IS LOCATED 37.6 FT (11.5 M) WEST OF SOUTHBOUND TRUNK HIGHWAY
 DQ0929'65 FOG LINE, 60.6 FT (18.5 M) NORTH-NORTHWEST OF MILEPOST 22, 24.1 FT
 DQ0929'(7.3 M) EAST OF FRONTAGE ROAD, 1.5 FT (0.5 M) NORTH OF A WITNESS POST.
 DQ0929'NOTE - THE STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM
 DQ0929'ROD DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION REMOVABLE
 DQ0929'DISK SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH
 DQ0929'PVC PIPE BACK FILLED WITH WASHED SAND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DQ0931 ***********************************************************************
 DQ0931  DESIGNATION -  0208 AH
 DQ0931  PID         -  DQ0931
 DQ0931  STATE/COUNTY-  MN/ANOKA
 DQ0931  COUNTRY     -  US
 DQ0931  USGS QUAD   -  COON LAKE BEACH (2019)
 DQ0931
 DQ0931                         *CURRENT SURVEY CONTROL
 DQ0931  ______________________________________________________________________
 DQ0931* NAD 83(1986) POSITION- 45 20 07.09   (N) 093 14 09.61   (W)   HD_HELD1
 DQ0931* NAVD 88 ORTHO HEIGHT -   277.020 (meters)      908.86  (feet) ADJUSTED
 DQ0931  ______________________________________________________________________
 DQ0931  GEOID HEIGHT    -        -28.270 (meters)                     GEOID18
 DQ0931  DYNAMIC HEIGHT  -        277.000 (meters)      908.79  (feet) COMP
 DQ0931  MODELED GRAVITY -    980,536.0   (mgal)                       NAVD 88
 DQ0931
 DQ0931  VERT ORDER      -  SECOND    CLASS I
 DQ0931
 DQ0931.The horizontal coordinates were determined by differentially corrected
 DQ0931.hand held GPS observations or other comparable positioning techniques
 DQ0931.and have an estimated accuracy of +/- 3 meters.
 DQ0931
 DQ0931.The orthometric height was determined by differential leveling and
 DQ0931.adjusted by the NATIONAL GEODETIC SURVEY
 DQ0931.in September 2016.
 DQ0931
 DQ0931.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ0931.GEOID18 height accuracy estimate available here.
 DQ0931
 DQ0931.Click photographs - Photos may exist for this station.
 DQ0931
 DQ0931.The dynamic height is computed by dividing the NAVD 88
 DQ0931.geopotential number by the normal gravity value computed on the
 DQ0931.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ0931.degrees latitude (g = 980.6199 gals.).
 DQ0931
 DQ0931.The modeled gravity was interpolated from observed gravity values.
 DQ0931
 DQ0931;                    North         East    Units  Estimated Accuracy
 DQ0931;SPC MN S     -   359,770.2     859,887.2     MT  (+/- 3 meters HH1 GPS) 
 DQ0931
 DQ0931_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL8150820226(NAD 83)
 DQ0931
 DQ0931                          SUPERSEDED SURVEY CONTROL
 DQ0931
 DQ0931.No superseded survey control is available for this station.
 DQ0931
 DQ0931_MARKER: F = FLANGE-ENCASED ROD
 DQ0931_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DQ0931_STAMPING: 0208 AH 2015
 DQ0931_MARK LOGO: MNDT
 DQ0931_PROJECTION: RECESSED 5 CENTIMETERS
 DQ0931_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DQ0931_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ0931_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ0931+SATELLITE: SATELLITE OBSERVATIONS - April 13, 2020
 DQ0931_ROD/PIPE-DEPTH: 11.9 meters
 DQ0931
 DQ0931  HISTORY     - Date     Condition        Report By
 DQ0931  HISTORY     - 20150408 MONUMENTED       MNDT
 DQ0931  HISTORY     - 20200413 GOOD             MNDT
 DQ0931
 DQ0931                          STATION DESCRIPTION
 DQ0931
 DQ0931'DESCRIBED BY MN DEPT OF TRANSP 2015
 DQ0931'THE STATION IS LOCATED ABOUT 6.2 MI (10.0 KM) WEST-SOUTHWEST OF
 DQ0931'LINWOOD AND (4.3 KM) EAST-NORTHEAST OF CEDAR.
 DQ0931'
 DQ0931'TO REACH THE MARK GO 1.1 MI (1.8 KM) NORTH ALONG TRUNK HIGHWAY 65 FROM
 DQ0931'THE JUNCTION OF TRUNK HIGHWAY 65 AND COUNTY ROAD 22 IN EAST BETHEL, AT
 DQ0931'TRUNK HIGHWAY 65 MILE POINT 25.0.
 DQ0931'
 DQ0931'THE MARK IS LOCATED 84.9 FT (25.9 M) EAST OF NORTHBOUND TRUNK HIGHWAY
 DQ0931'65 FOG LINE, 2.1 FT (0.6 M) WEST RIGHT-OF-WAY POST, 2.1 FT (0.6 M)
 DQ0931'WEST OF A WITNESS POST.
 DQ0931'
 DQ0931'NOTE - THE STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM
 DQ0931'ROD DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION REMOVABLE
 DQ0931'DISK SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH
 DQ0931'PVC PIPE BACK FILLED WITH WASHED SAND.
 DQ0931
 DQ0931                          STATION RECOVERY (2020)
 DQ0931
 DQ0931'RECOVERY NOTE BY MN DEPT OF TRANSP 2020 (MPP)
 DQ0931'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DQ0933 ***********************************************************************
 DQ0933  DESIGNATION -  0208 AJ
 DQ0933  PID         -  DQ0933
 DQ0933  STATE/COUNTY-  MN/ANOKA
 DQ0933  COUNTRY     -  US
 DQ0933  USGS QUAD   -  ISANTI (2019)
 DQ0933
 DQ0933                         *CURRENT SURVEY CONTROL
 DQ0933  ______________________________________________________________________
 DQ0933* NAD 83(1986) POSITION- 45 23 51.83   (N) 093 14 03.39   (W)   HD_HELD1
 DQ0933* NAVD 88 ORTHO HEIGHT -   283.631 (meters)      930.55  (feet) ADJUSTED
 DQ0933  ______________________________________________________________________
 DQ0933  GEOID HEIGHT    -        -28.405 (meters)                     GEOID18
 DQ0933  DYNAMIC HEIGHT  -        283.610 (meters)      930.48  (feet) COMP
 DQ0933  MODELED GRAVITY -    980,535.0   (mgal)                       NAVD 88
 DQ0933
 DQ0933  VERT ORDER      -  SECOND    CLASS I
 DQ0933
 DQ0933.The horizontal coordinates were determined by differentially corrected
 DQ0933.hand held GPS observations or other comparable positioning techniques
 DQ0933.and have an estimated accuracy of +/- 3 meters.
 DQ0933
 DQ0933.The orthometric height was determined by differential leveling and
 DQ0933.adjusted by the NATIONAL GEODETIC SURVEY
 DQ0933.in September 2016.
 DQ0933
 DQ0933.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ0933.GEOID18 height accuracy estimate available here.
 DQ0933
 DQ0933.Click photographs - Photos may exist for this station.
 DQ0933
 DQ0933.The dynamic height is computed by dividing the NAVD 88
 DQ0933.geopotential number by the normal gravity value computed on the
 DQ0933.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ0933.degrees latitude (g = 980.6199 gals.).
 DQ0933
 DQ0933.The modeled gravity was interpolated from observed gravity values.
 DQ0933
 DQ0933;                    North         East    Units  Estimated Accuracy
 DQ0933;SPC MN S     -   366,709.6     859,957.6     MT  (+/- 3 meters HH1 GPS) 
 DQ0933
 DQ0933_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL8166327161(NAD 83)
 DQ0933
 DQ0933                          SUPERSEDED SURVEY CONTROL
 DQ0933
 DQ0933.No superseded survey control is available for this station.
 DQ0933
 DQ0933_MARKER: F = FLANGE-ENCASED ROD
 DQ0933_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DQ0933_STAMPING: 0208 AJ 2015
 DQ0933_MARK LOGO: MNDT
 DQ0933_PROJECTION: RECESSED 5 CENTIMETERS
 DQ0933_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DQ0933_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ0933_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ0933+SATELLITE: SATELLITE OBSERVATIONS - April 06, 2015
 DQ0933_ROD/PIPE-DEPTH: 22.6 meters
 DQ0933
 DQ0933  HISTORY     - Date     Condition        Report By
 DQ0933  HISTORY     - 20150406 MONUMENTED       MNDT
 DQ0933
 DQ0933                          STATION DESCRIPTION
 DQ0933
 DQ0933'DESCRIBED BY MN DEPT OF TRANSP 2015
 DQ0933'THE STATION IS LOCATED ABOUT 6.4 MI (10.3 KM) SOUTH OF ISANTI, 6.1 MI
 DQ0933'(9.8 KM) EAST OF SAINT FRANCIS AND 5.9 MI (9.5 KM) NORTH-NORTHEAST OF
 DQ0933'CEDAR.
 DQ0933'
 DQ0933'TO REACH THE MARK GO 0.1 MI (0.2 KM) SOUTH ALONG TRUNK HIGHWAY 65 FROM
 DQ0933'THE JUNCTION OF TRUNK HIGHWAY 65 AND COUNTY ROAD 24 IN EAST BETHEL, AT
 DQ0933'TRUNK HIGHWAY 65 MILE POINT 29.3.
 DQ0933'
 DQ0933'THE MARK IS LOCATED 68.9 FT (21.0 M) EAST OF NORTHBOUND TRUNK HIGHWAY
 DQ0933'65 FOG LINE OF TURN LANE, 114.0 FT (34.7 M) SOUTH OF ENTRANCE, 1.5 FT
 DQ0933'(0.5 M) WEST OF A WITNESS POST.
 DQ0933'
 DQ0933'NOTE - THE STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM
 DQ0933'ROD DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION REMOVABLE
 DQ0933'DISK SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH
 DQ0933'PVC PIPE BACK FILLED WITH WASHED SAND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DQ0924 ***********************************************************************
 DQ0924  DESIGNATION -  0208 AK
 DQ0924  PID         -  DQ0924
 DQ0924  STATE/COUNTY-  MN/ANOKA
 DQ0924  COUNTRY     -  US
 DQ0924  USGS QUAD   -  CIRCLE PINES (2019)
 DQ0924
 DQ0924                         *CURRENT SURVEY CONTROL
 DQ0924  ______________________________________________________________________
 DQ0924* NAD 83(2011) POSITION- 45 10 12.25434(N) 093 14 04.43515(W)   ADJUSTED
 DQ0924* NAD 83(2011) ELLIP HT-   246.997 (meters)        (02/04/26)   ADJUSTED
 DQ0924* NAD 83(2011) EPOCH   -  2010.00
 DQ0924* NAVD 88 ORTHO HEIGHT -   274.534 (meters)      900.70  (feet) ADJUSTED
 DQ0924  ______________________________________________________________________
 DQ0924  GEOID HEIGHT    -        -27.528 (meters)                     GEOID18
 DQ0924  NAD 83(2011) X  -   -254,154.412 (meters)                     COMP
 DQ0924  NAD 83(2011) Y  - -4,497,204.601 (meters)                     COMP
 DQ0924  NAD 83(2011) Z  -  4,500,868.422 (meters)                     COMP
 DQ0924  LAPLACE CORR    -          3.63  (seconds)                    DEFLEC18
 DQ0924  DYNAMIC HEIGHT  -        274.528 (meters)      900.68  (feet) COMP
 DQ0924  MODELED GRAVITY -    980,587.8   (mgal)                       NAVD 88
 DQ0924
 DQ0924  VERT ORDER      -  SECOND    CLASS I
 DQ0924
 DQ0924  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DQ0924  Standards:
 DQ0924         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DQ0924            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DQ0924  -------------------------------------------------------------------
 DQ0924  NETWORK    0.25   0.86           0.11   0.09   0.44      0.00260737
 DQ0924  -------------------------------------------------------------------
 DQ0924  Click here for local accuracies and other accuracy information.
 DQ0924
 DQ0924.The horizontal coordinates were established by GPS observations
 DQ0924.and adjusted by the MN DEPT OF TRANSP in February 2026.
 DQ0924
 DQ0924.Refers to NAD 83 (2011) epoch 2010.00 coordinates where the reference 
 DQ0924.frame has been affixed to the stable North American tectonic plate 
 DQ0924
 DQ0924.The horizontal coordinates are valid at the epoch date displayed above
 DQ0924.which is a decimal equivalence of Year/Month/Day.
 DQ0924
 DQ0924.The orthometric height was determined by differential leveling and
 DQ0924.adjusted by the NATIONAL GEODETIC SURVEY
 DQ0924.in September 2016.
 DQ0924
 DQ0924.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ0924.GEOID18 height accuracy estimate available here.
 DQ0924
 DQ0924.Click photographs - Photos may exist for this station.
 DQ0924
 DQ0924.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DQ0924
 DQ0924.The Laplace correction was computed from DEFLEC18 derived deflections.
 DQ0924
 DQ0924.The ellipsoidal height was determined by GPS observations
 DQ0924.and is referenced to NAD 83.
 DQ0924
 DQ0924.The dynamic height is computed by dividing the NAVD 88
 DQ0924.geopotential number by the normal gravity value computed on the
 DQ0924.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ0924.degrees latitude (g = 980.6199 gals.).
 DQ0924
 DQ0924.The modeled gravity was interpolated from observed gravity values.
 DQ0924
 DQ0924. The following values were computed from the NAD 83(2011) position.
 DQ0924
 DQ0924;                    North         East     Units Scale Factor Converg.
 DQ0924;SPC MN S     -   341,408.550   860,171.822   MT  0.99999015   +0 32 11.5
 DQ0924;SPC MN S     - 1,120,104.55  2,822,080.39   sFT  0.99999015   +0 32 11.5
 DQ0924;UTM  15      - 5,001,870.135   481,567.438   MT  0.99960418   -0 09 58.9
 DQ0924
 DQ0924!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DQ0924!SPC MN S     -   0.99996128  x   0.99999015  =   0.99995143
 DQ0924!UTM  15      -   0.99996128  x   0.99960418  =   0.99956547
 DQ0924
 DQ0924_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL8156701870(NAD 83)
 DQ0924
 DQ0924                          SUPERSEDED SURVEY CONTROL
 DQ0924
 DQ0924.No superseded survey control is available for this station.
 DQ0924
 DQ0924_MARKER: F = FLANGE-ENCASED ROD
 DQ0924_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DQ0924_STAMPING: 0208 AK 2015
 DQ0924_MARK LOGO: MNDT
 DQ0924_PROJECTION: RECESSED 5 CENTIMETERS
 DQ0924_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DQ0924_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ0924_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ0924+SATELLITE: SATELLITE OBSERVATIONS - December 22, 2025
 DQ0924_ROD/PIPE-DEPTH: 16.5 meters
 DQ0924
 DQ0924  HISTORY     - Date     Condition        Report By
 DQ0924  HISTORY     - 20150408 MONUMENTED       MNDT
 DQ0924  HISTORY     - 20251222 GOOD             MNDT
 DQ0924
 DQ0924                          STATION DESCRIPTION
 DQ0924
 DQ0924'DESCRIBED BY MN DEPT OF TRANSP 2015
 DQ0924'THE STATION IS LOCATED ABOUT 7.7 MI (12.4 KM) EAST-SOUTHEAST OF ANOKA,
 DQ0924'7.4 MI (11.9 KM) NORTH-NORTHWEST OF NEW BRIGHTON AND 4.3 MI (6.9 KM)
 DQ0924'WEST-NORTHWEST OF CIRCLE PINES.
 DQ0924'
 DQ0924'TO REACH THE MARK GO 2.5 MI (4.0 KM) NORTH ALONG TRUNK HIGHWAY 65 FROM
 DQ0924'THE JUNCTION OF TRUNK HIGHWAY 65 AND TRUNK HIGHWAY 10 IN BLAINE, AT
 DQ0924'TRUNK HIGHWAY 65 MILE POINT 13.6.
 DQ0924'
 DQ0924'THE MARK IS LOCATED 51.7 FT (15.8 M) EAST OF NORTHBOUND TRUNK HIGHWAY
 DQ0924'65, 46.7 FT (14.2 M) NORTH OF ENTRANCE, 14.4 FT (4.4 M) WEST OF
 DQ0924'RIGHT-OF-WAY POST, 1.5 FT (0.5 M) WEST OF A WITNESS POST.
 DQ0924'
 DQ0924'NOTE - THE STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM
 DQ0924'ROD DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION REMOVABLE
 DQ0924'DISK SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH
 DQ0924'PVC PIPE BACK FILLED WITH WASHED SAND.
 DQ0924
 DQ0924                          STATION RECOVERY (2025)
 DQ0924
 DQ0924'RECOVERY NOTE BY MN DEPT OF TRANSP 2025 (MPP)
 DQ0924'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DS4349 ***********************************************************************
 DS4349  HT_MOD      -  This is a Height Modernization Survey Station.
 DS4349  DESIGNATION -  0208 AL
 DS4349  PID         -  DS4349
 DS4349  STATE/COUNTY-  MN/ANOKA
 DS4349  COUNTRY     -  US
 DS4349  USGS QUAD   -  CIRCLE PINES (2019)
 DS4349
 DS4349                         *CURRENT SURVEY CONTROL
 DS4349  ______________________________________________________________________
 DS4349* NAD 83(2011) POSITION- 45 08 51.99410(N) 093 14 04.67442(W)   ADJUSTED
 DS4349* NAD 83(2011) ELLIP HT-   249.452 (meters)        (02/04/26)   ADJUSTED
 DS4349* NAD 83(2011) EPOCH   -  2010.00
 DS4349* NAVD 88 ORTHO HEIGHT -   276.89  (meters)      908.4   (feet) GPS OBS
 DS4349  ______________________________________________________________________
 DS4349  GEOID HEIGHT    -        -27.441 (meters)                     GEOID18
 DS4349  NAD 83(2011) X  -   -254,258.861 (meters)                     COMP
 DS4349  NAD 83(2011) Y  - -4,498,960.154 (meters)                     COMP
 DS4349  NAD 83(2011) Z  -  4,499,122.964 (meters)                     COMP
 DS4349  LAPLACE CORR    -          2.44  (seconds)                    DEFLEC18
 DS4349
 DS4349  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DS4349  Standards:
 DS4349         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DS4349            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DS4349  -------------------------------------------------------------------
 DS4349  NETWORK    0.26   0.92           0.12   0.09   0.47      0.01509148
 DS4349  -------------------------------------------------------------------
 DS4349  Click here for local accuracies and other accuracy information.
 DS4349
 DS4349.The horizontal coordinates were established by GPS observations
 DS4349.and adjusted by the MN DEPT OF TRANSP in February 2026.
 DS4349
 DS4349.Refers to NAD 83 (2011) epoch 2010.00 coordinates where the reference 
 DS4349.frame has been affixed to the stable North American tectonic plate 
 DS4349
 DS4349.The horizontal coordinates are valid at the epoch date displayed above
 DS4349.which is a decimal equivalence of Year/Month/Day.
 DS4349
 DS4349.The orthometric height was determined by GPS observations and a
 DS4349.high-resolution geoid model using precise GPS observation and
 DS4349.processing techniques.
 DS4349
 DS4349.Significant digits in the geoid height do not necessarily reflect accuracy.
 DS4349.GEOID18 height accuracy estimate available here.
 DS4349
 DS4349.Click photographs - Photos may exist for this station.
 DS4349
 DS4349.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DS4349
 DS4349.The Laplace correction was computed from DEFLEC18 derived deflections.
 DS4349
 DS4349.The ellipsoidal height was determined by GPS observations
 DS4349.and is referenced to NAD 83.
 DS4349
 DS4349. The following values were computed from the NAD 83(2011) position.
 DS4349
 DS4349;                    North         East     Units Scale Factor Converg.
 DS4349;SPC MN S     -   338,930.941   860,189.795   MT  0.99998568   +0 32 11.3
 DS4349;SPC MN S     - 1,111,975.93  2,822,139.35   sFT  0.99998568   +0 32 11.3
 DS4349;UTM  15      - 4,999,393.443   481,555.024   MT  0.99960418   -0 09 58.8
 DS4349
 DS4349!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DS4349!SPC MN S     -   0.99996089  x   0.99998568  =   0.99994657
 DS4349!UTM  15      -   0.99996089  x   0.99960418  =   0.99956509
 DS4349
 DS4349_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK8155599393(NAD 83)
 DS4349
 DS4349                          SUPERSEDED SURVEY CONTROL
 DS4349
 DS4349.No superseded survey control is available for this station.
 DS4349
 DS4349_MARKER: F = FLANGE-ENCASED ROD
 DS4349_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DS4349_STAMPING: 0208 AL 2025
 DS4349_MARK LOGO: MNDT
 DS4349_PROJECTION: RECESSED 3 CENTIMETERS
 DS4349_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DS4349_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DS4349_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DS4349+SATELLITE: SATELLITE OBSERVATIONS - December 22, 2025
 DS4349_ROD/PIPE-DEPTH: 22.6 meters
 DS4349
 DS4349  HISTORY     - Date     Condition        Report By
 DS4349  HISTORY     - 20251208 MONUMENTED       MNDT
 DS4349  HISTORY     - 20251222 GOOD             MNDT
 DS4349
 DS4349                          STATION DESCRIPTION
 DS4349
 DS4349'DESCRIBED BY MN DEPT OF TRANSP 2025 (MPP)
 DS4349'LOCATED IN ANOKA COUNTY, MN.
 DS4349'
 DS4349'IN BLAINE, 0.95 MI (1.53 KM) NORTH ALONG TRUNK HIGHWAY 65 FROM THE
 DS4349'JUNCTION OF TRUNK HIGHWAY 610/TRUNK HIGHWAY 10 IN BLAINE.
 DS4349'
 DS4349'AT TRUNK HIGHWAY 65 MILEPOST 12.0, 107.2 FT (32.7 M) EAST OF THE
 DS4349'NORTHBOUND TRUNK HIGHWAY 65 FOG LINE, 0.15 MI (0.24 KM) SOUTH OF 99TH
 DS4349'AVENUE, 31.6 FT (9.6 M) WEST OF BALTIMORE STREET NORTHEAST, 51.3 FT
 DS4349'(15.6 M) EAST OF SURVEY MARK 0208 C.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DS4350 ***********************************************************************
 DS4350  HT_MOD      -  This is a Height Modernization Survey Station.
 DS4350  DESIGNATION -  0208 AM
 DS4350  PID         -  DS4350
 DS4350  STATE/COUNTY-  MN/ANOKA
 DS4350  COUNTRY     -  US
 DS4350  USGS QUAD   -  CIRCLE PINES (2019)
 DS4350
 DS4350                         *CURRENT SURVEY CONTROL
 DS4350  ______________________________________________________________________
 DS4350* NAD 83(2011) POSITION- 45 09 22.53711(N) 093 14 04.85748(W)   ADJUSTED
 DS4350* NAD 83(2011) ELLIP HT-   247.471 (meters)        (02/04/26)   ADJUSTED
 DS4350* NAD 83(2011) EPOCH   -  2010.00
 DS4350* NAVD 88 ORTHO HEIGHT -   274.94  (meters)      902.0   (feet) GPS OBS
 DS4350  ______________________________________________________________________
 DS4350  GEOID HEIGHT    -        -27.473 (meters)                     GEOID18
 DS4350  NAD 83(2011) X  -   -254,225.053 (meters)                     COMP
 DS4350  NAD 83(2011) Y  - -4,498,291.085 (meters)                     COMP
 DS4350  NAD 83(2011) Z  -  4,499,786.535 (meters)                     COMP
 DS4350  LAPLACE CORR    -          2.90  (seconds)                    DEFLEC18
 DS4350
 DS4350  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DS4350  Standards:
 DS4350         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DS4350            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DS4350  -------------------------------------------------------------------
 DS4350  NETWORK    0.25   0.88           0.11   0.09   0.45      0.01725423
 DS4350  -------------------------------------------------------------------
 DS4350  Click here for local accuracies and other accuracy information.
 DS4350
 DS4350.The horizontal coordinates were established by GPS observations
 DS4350.and adjusted by the MN DEPT OF TRANSP in February 2026.
 DS4350
 DS4350.Refers to NAD 83 (2011) epoch 2010.00 coordinates where the reference 
 DS4350.frame has been affixed to the stable North American tectonic plate 
 DS4350
 DS4350.The horizontal coordinates are valid at the epoch date displayed above
 DS4350.which is a decimal equivalence of Year/Month/Day.
 DS4350
 DS4350.The orthometric height was determined by GPS observations and a
 DS4350.high-resolution geoid model using precise GPS observation and
 DS4350.processing techniques.
 DS4350
 DS4350.Significant digits in the geoid height do not necessarily reflect accuracy.
 DS4350.GEOID18 height accuracy estimate available here.
 DS4350
 DS4350.Click photographs - Photos may exist for this station.
 DS4350
 DS4350.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DS4350
 DS4350.The Laplace correction was computed from DEFLEC18 derived deflections.
 DS4350
 DS4350.The ellipsoidal height was determined by GPS observations
 DS4350.and is referenced to NAD 83.
 DS4350
 DS4350. The following values were computed from the NAD 83(2011) position.
 DS4350
 DS4350;                    North         East     Units Scale Factor Converg.
 DS4350;SPC MN S     -   339,873.736   860,176.969   MT  0.99998736   +0 32 11.2
 DS4350;SPC MN S     - 1,115,069.08  2,822,097.27   sFT  0.99998736   +0 32 11.2
 DS4350;UTM  15      - 5,000,335.964   481,553.764   MT  0.99960418   -0 09 59.0
 DS4350
 DS4350!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DS4350!SPC MN S     -   0.99996120  x   0.99998736  =   0.99994856
 DS4350!UTM  15      -   0.99996120  x   0.99960418  =   0.99956540
 DS4350
 DS4350_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL8155300335(NAD 83)
 DS4350
 DS4350                          SUPERSEDED SURVEY CONTROL
 DS4350
 DS4350.No superseded survey control is available for this station.
 DS4350
 DS4350_MARKER: F = FLANGE-ENCASED ROD
 DS4350_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DS4350_STAMPING: 0208 AM 2025
 DS4350_MARK LOGO: MNDT
 DS4350_PROJECTION: RECESSED 8 CENTIMETERS
 DS4350_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DS4350_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DS4350_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DS4350+SATELLITE: SATELLITE OBSERVATIONS - December 22, 2025
 DS4350_ROD/PIPE-DEPTH: 22.6 meters
 DS4350
 DS4350  HISTORY     - Date     Condition        Report By
 DS4350  HISTORY     - 20251208 MONUMENTED       MNDT
 DS4350  HISTORY     - 20251222 GOOD             MNDT
 DS4350
 DS4350                          STATION DESCRIPTION
 DS4350
 DS4350'DESCRIBED BY MN DEPT OF TRANSP 2025 (MPP)
 DS4350'LOCATED IN ANOKA COUNTY, MN.
 DS4350'
 DS4350'IN BLAINE, 1.55 MI (2.49 KM) NORTH ALONG TRUNK HIGHWAY 65 FROM THE
 DS4350'JUNCTION OF TRUNK HIGHWAY 610/TRUNK HIGHWAY10 IN BLAINE, AT TRUNK
 DS4350'HIGHWAY 65 MILE POINT 12.65, 49.8 FT (15.2 M) EAST OF THE NORTHBOUND
 DS4350'TRUNK HIGHWAY 65 FOG LINE, 0.05 MI (0.08 KM) SOUTH OF 103RD AVENUE.
 DS4350'
 DS4350'MARK IS 125.1 FT (38.1 M) SOUTH OF POWER POLE NUMBER 148, 107.7 FT
 DS4350'(32.8 M) NORTHWEST OF THE NORTHWEST CORNER OF A AT AND T STORE, 34.4
 DS4350'FT (10.5 M) WEST OF THE BACK OF THE CURB OF A PARKING LOT, 1.5 FT (0.5
 DS4350'M) WEST OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 QO0795 ***********************************************************************
 QO0795  DESIGNATION -  0208 C
 QO0795  PID         -  QO0795
 QO0795  STATE/COUNTY-  MN/ANOKA
 QO0795  COUNTRY     -  US
 QO0795  USGS QUAD   -  CIRCLE PINES (2019)
 QO0795
 QO0795                         *CURRENT SURVEY CONTROL
 QO0795  ______________________________________________________________________
 QO0795* NAD 83(2011) POSITION- 45 08 52.03809(N) 093 14 05.38736(W)   ADJUSTED
 QO0795* NAD 83(2011) ELLIP HT-   249.953 (meters)        (12/24/14)   ADJUSTED
 QO0795* NAD 83(2011) EPOCH   -  2010.00
 QO0795* NAVD 88 ORTHO HEIGHT -   277.407 (meters)      910.13  (feet) ADJUSTED
 QO0795  ______________________________________________________________________
 QO0795  GEOID HEIGHT    -        -27.441 (meters)                     GEOID18
 QO0795  NAD 83(2011) X  -   -254,274.377 (meters)                     COMP
 QO0795  NAD 83(2011) Y  - -4,498,958.666 (meters)                     COMP
 QO0795  NAD 83(2011) Z  -  4,499,124.277 (meters)                     COMP
 QO0795  LAPLACE CORR    -          2.45  (seconds)                    DEFLEC18
 QO0795  DYNAMIC HEIGHT  -        277.402 (meters)      910.11  (feet) COMP
 QO0795  MODELED GRAVITY -    980,591.2   (mgal)                       NAVD 88
 QO0795
 QO0795  VERT ORDER      -  SECOND    CLASS I
 QO0795
 QO0795  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 QO0795  Standards:
 QO0795         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 QO0795            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 QO0795  -------------------------------------------------------------------
 QO0795  NETWORK    0.87   0.76           0.38   0.31   0.39      0.32315543
 QO0795  -------------------------------------------------------------------
 QO0795  Click here for local accuracies and other accuracy information.
 QO0795
 QO0795.The horizontal coordinates were established by GPS observations
 QO0795.and adjusted by the MN DEPT OF TRANSP in December 2014.
 QO0795
 QO0795.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 QO0795.been affixed to the stable North American tectonic plate. See 
 QO0795.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 QO0795
 QO0795.The horizontal coordinates are valid at the epoch date displayed above
 QO0795.which is a decimal equivalence of Year/Month/Day.
 QO0795
 QO0795.The orthometric height was determined by differential leveling and
 QO0795.adjusted by the NATIONAL GEODETIC SURVEY
 QO0795.in September 2013.
 QO0795
 QO0795.Significant digits in the geoid height do not necessarily reflect accuracy.
 QO0795.GEOID18 height accuracy estimate available here.
 QO0795
 QO0795.Click photographs - Photos may exist for this station.
 QO0795
 QO0795.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 QO0795
 QO0795.The Laplace correction was computed from DEFLEC18 derived deflections.
 QO0795
 QO0795.The ellipsoidal height was determined by GPS observations
 QO0795.and is referenced to NAD 83.
 QO0795
 QO0795.The dynamic height is computed by dividing the NAVD 88
 QO0795.geopotential number by the normal gravity value computed on the
 QO0795.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QO0795.degrees latitude (g = 980.6199 gals.).
 QO0795
 QO0795.The modeled gravity was interpolated from observed gravity values.
 QO0795
 QO0795. The following values were computed from the NAD 83(2011) position.
 QO0795
 QO0795;                    North         East     Units Scale Factor Converg.
 QO0795;SPC MN S     -   338,932.154   860,174.209   MT  0.99998568   +0 32 10.8
 QO0795;SPC MN S     - 1,111,979.91  2,822,088.22   sFT  0.99998568   +0 32 10.8
 QO0795;UTM  15      - 4,999,394.846   481,539.460   MT  0.99960419   -0 09 59.3
 QO0795
 QO0795!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QO0795!SPC MN S     -   0.99996081  x   0.99998568  =   0.99994649
 QO0795!UTM  15      -   0.99996081  x   0.99960419  =   0.99956502
 QO0795
 QO0795:                Primary Azimuth Mark                     Grid Az
 QO0795:SPC MN S     -  0208 D                                   000 17 15.8
 QO0795:UTM  15      -  0208 D                                   000 59 25.9
 QO0795
 QO0795_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK8153999394(NAD 83)
 QO0795
 QO0795|---------------------------------------------------------------------|
 QO0795| PID    Reference Object                     Distance      Geod. Az  |
 QO0795|                                                           dddmmss.s |
 QO0795| QO1697 BLAINE                              149.710 METERS 00033     |
 QO0795| QO0796 0208 D                              APPROX. 0.8 KM 0004926.6 |
 QO0795| QO1699 BLAINE RM 2                         161.525 METERS 33337     |
 QO0795|---------------------------------------------------------------------|
 QO0795
 QO0795                          SUPERSEDED SURVEY CONTROL
 QO0795
 QO0795  NAD 83(1996)-  45 08 52.03783(N)    093 14 05.38804(W) AD(       ) 2
 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             277.43   (m)          910.2    (f) LEVELING    3  
 QO0795  NAVD 88 (06/15/91)  277.431  (m)          910.20   (f) SUPERSEDED  2 0
 QO0795  NGVD 29 (??/??/92)  277.367  (m)          909.99   (f) ADJ UNCH    2 0
 QO0795  NGVD 29             277.37   (m)          910.0    (f) LEVELING    3  
 QO0795
 QO0795.Superseded values are not recommended for survey control.
 QO0795
 QO0795.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QO0795.See file dsdata.pdf to determine how the superseded data were derived.
 QO0795
 QO0795_MARKER: DB = BENCH MARK DISK
 QO0795_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 QO0795_STAMPING: 0208 C 1969
 QO0795_MARK LOGO: MNHD
 QO0795_PROJECTION: FLUSH
 QO0795_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 QO0795_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QO0795_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QO0795+SATELLITE: SATELLITE OBSERVATIONS - March 24, 2015
 QO0795
 QO0795  HISTORY     - Date     Condition        Report By
 QO0795  HISTORY     - 19690401 MONUMENTED       MNHD
 QO0795  HISTORY     - 1974     GOOD             MNHD
 QO0795  HISTORY     - 1987     GOOD             USPSQD
 QO0795  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 QO0795  HISTORY     - 19961101 GOOD             MNDT
 QO0795  HISTORY     - 20110516 GOOD             MNDT
 QO0795  HISTORY     - 20150324 GOOD             MNDT
 QO0795
 QO0795                          STATION DESCRIPTION
 QO0795
 QO0795'DESCRIBED BY MN HIGHWAY DEPT 1969
 QO0795'IN BLAINE.
 QO0795'MARK IS LOCATED ABOUT 2.0 MILES NORTH OF THE JUNCTION OF TH 10 AND TH
 QO0795'65 IN THE VILLAGE OF BLAINE, 0.1 MILES NORTH OF 97TH AVENUE NORTHEAST,
 QO0795'224 FEET NORTH OF A FENCE CORNER AT A METAL SHED, 67 FEET EAST OF TH
 QO0795'65 NORTHBOUND CENTERLINE STATION 420 + 40, 8 FEET WEST OF A FENCE POST
 QO0795'(RAILROAD TIE), 1 FOOT WEST OF A STEEL WITNESS POST, IN A 6 FOOT
 QO0795'PRE-CAST CONCRETE MONUMENT PROJECTING 2 INCHES ABOVE GROUND. NE 1/4
 QO0795'SECTION 29, T 31N, R 23W.
 QO0795
 QO0795                          STATION RECOVERY (1974)
 QO0795
 QO0795'RECOVERY NOTE BY MN HIGHWAY DEPT 1974 (OCO)
 QO0795'THE STATION IS LOCATED IN THE CITY OF BLAINE IN THE NORTHEAST
 QO0795'QUARTER OF SECTION 29, T31N, R23W ON THE EAST RIGHT-OF-WAY OF TRUNK
 QO0795'HIGHWAY 65 APPROXIMATELY 2.0 MILES NORTH OF THE JUNCTION OF TRUNK
 QO0795'HIGHWAY 65 AND TRUNK HIGHWAY 10.
 QO0795'
 QO0795'MARK, A STANDARD MHD BENCH MARK DISK STAMPED, 0208-C 1969, IS SET IN
 QO0795'A 6 FOOT PRE-CAST CONCRETE MONUMENT THAT PROJECTS 2 INCHES ABOVE THE
 QO0795'SURFACE OF THE GROUND.  THE MARK IS 67.5 FEET EAST OF THE
 QO0795'CENTERLINE OF NORTHBOUND TRUNK HIGHWAY 65, 8.3 FEET WEST OF A
 QO0795'FENCE, AND 1.0 FEET WEST OF A STEEL WITNESS POST.
 QO0795'
 QO0795'NEAREST TOWN--BLAINE.
 QO0795
 QO0795                          STATION RECOVERY (1987)
 QO0795
 QO0795'RECOVERY NOTE BY US POWER SQUADRON 1987 (LC)
 QO0795'RECOVERED IN GOOD CONDITION.
 QO0795
 QO0795                          STATION RECOVERY (1987)
 QO0795
 QO0795'RECOVERY NOTE BY US POWER SQUADRON 1987 (MAB)
 QO0795'MARK NOT FOUND.
 QO0795
 QO0795                          STATION RECOVERY (1996)
 QO0795
 QO0795'RECOVERY NOTE BY MN DEPT OF TRANSP 1996 (DKH)
 QO0795'RECOVERED BY MNDT 1985. THE STATION WAS RECOVERED IN GOOD CONDITION IN
 QO0795'THE CITY OF BLAINE, IN THE NE 1/4 OF SECTION 29, T31N, R23W, ON THE
 QO0795'EAST RIGHT-OF-WAY OF TRUNK HIGHWAY 65 ABOUT 2 MILES (3.2 KM) NORTH
 QO0795'ALONG TRUNK HIGHWAY 65 FROM ITS JUNCTION WITH TRUNK HIGHWAY 10 AT
 QO0795'SPRING LAKE PARK. THE STATION MARK, A STANDARD MNDT BENCH MARK DISK
 QO0795'STAMPED---0208 C 1969---, IS SET IN THE TOP OF A 6 FOOT (1.8 M) LONG
 QO0795'PRECAST CONCRETE MONUMENT THAT PROJECTS 0.1 FOOT (3.0 CM) ABOVE THE
 QO0795'SURFACE OF THE GROUND.  THE MARK IS 67.5 FEET (20.6 M) EAST OF THE
 QO0795'CENTERLINE OF THE NORTHBOUND LANE OF TRUNK HIGHWAY 65, 8.3 FEET (2.5
 QO0795'M) WEST OF A FENCE, AND 1.0 FOOT (0.3 M) WEST OF A STEEL WITNESS POST.
 QO0795'REINFORCING ROD IN THE CONCRETE MONUMENT MAKES THE MARK MAGNETIC. THIS
 QO0795'STATION IS A REFERENCE MARK FOR STATION BLAINE MNDT. RECOVERED BY MNDT
 QO0795'1996. THE MARK WAS RECOVERED IN GOOD CONDITION AS DESCRIBED IN 1985.
 QO0795
 QO0795                          STATION RECOVERY (2011)
 QO0795
 QO0795'RECOVERY NOTE BY MN DEPT OF TRANSP 2011 (JBG)
 QO0795'THE MARK IS IN BLAINE.
 QO0795'
 QO0795'TO REACH THE MARK GO 2.0 MI (3.2 KM) NORTH OF TRUNK HIGHWAY 10, 0.1 MI
 QO0795'(0.2 KM) NORTH OF 97TH AVENUE NORTHEAST, AT TRUNK HIGHWAY 65 MILE
 QO0795'POINT 12.
 QO0795'
 QO0795'LOCATED 730 FT (222.5 M) SOUTH OF 99TH AVENUE, 67.5 FT (20.6 M) EAST
 QO0795'OF NORTHBOUND TRUNK HIGHWAY 65, 50 FT (15.2 M) NORTH-NORTHEAST OF
 QO0795'MILEPOST 12, 1.0 FT (0.3 M) WEST OF A WITNESS POST.
 QO0795
 QO0795                          STATION RECOVERY (2015)
 QO0795
 QO0795'RECOVERY NOTE BY MN DEPT OF TRANSP 2015 (KMS)
 QO0795'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 QO1207 ***********************************************************************
 QO1207  DESIGNATION -  0208 CC 1
 QO1207  PID         -  QO1207
 QO1207  STATE/COUNTY-  MN/ANOKA
 QO1207  COUNTRY     -  US
 QO1207  USGS QUAD   -  ISANTI (2019)
 QO1207
 QO1207                         *CURRENT SURVEY CONTROL
 QO1207  ______________________________________________________________________
 QO1207* NAD 83(1996) POSITION- 45 22 42.70636(N) 093 14 08.85899(W)   ADJUSTED
 QO1207* NAVD 88 ORTHO HEIGHT -   275.560 (meters)      904.07  (feet) ADJUSTED
 QO1207  ______________________________________________________________________
 QO1207  GEOID HEIGHT    -        -28.372 (meters)                     GEOID18
 QO1207  LAPLACE CORR    -         -0.72  (seconds)                    DEFLEC18
 QO1207  DYNAMIC HEIGHT  -        275.540 (meters)      904.00  (feet) COMP
 QO1207  MODELED GRAVITY -    980,534.6   (mgal)                       NAVD 88
 QO1207
 QO1207  HORZ ORDER      -  SECOND
 QO1207  VERT ORDER      -  SECOND    CLASS I
 QO1207
 QO1207.The horizontal coordinates were established by classical geodetic methods
 QO1207.and adjusted by the National Geodetic Survey in March 1999.
 QO1207
 QO1207.The orthometric height was determined by differential leveling and
 QO1207.adjusted by the NATIONAL GEODETIC SURVEY
 QO1207.in September 2016.
 QO1207
 QO1207.Significant digits in the geoid height do not necessarily reflect accuracy.
 QO1207.GEOID18 height accuracy estimate available here.
 QO1207
 QO1207.Click photographs - Photos may exist for this station.
 QO1207
 QO1207.The Laplace correction was computed from DEFLEC18 derived deflections.
 QO1207
 QO1207.The dynamic height is computed by dividing the NAVD 88
 QO1207.geopotential number by the normal gravity value computed on the
 QO1207.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QO1207.degrees latitude (g = 980.6199 gals.).
 QO1207
 QO1207.The modeled gravity was interpolated from observed gravity values.
 QO1207
 QO1207. The following values were computed from the NAD 83(1996) position.
 QO1207
 QO1207;                    North         East     Units Scale Factor Converg.
 QO1207;SPC MN S     -   364,574.475   859,858.633   MT  1.00003940   +0 32 08.4
 QO1207;SPC MN S     - 1,196,108.09  2,821,052.87   sFT  1.00003940   +0 32 08.4
 QO1207;UTM  15      - 5,025,028.672   481,538.587   MT  0.99960419   -0 10 04.2
 QO1207
 QO1207!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QO1207!SPC MN S     -   0.99996125  x   1.00003940  =   1.00000065
 QO1207!UTM  15      -   0.99996125  x   0.99960419  =   0.99956545
 QO1207
 QO1207_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL8153825028(NAD 83)
 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  NAVD 88 (06/15/91)  275.563  (m)          904.08   (f) SUPERSEDED  2 1
 QO1207  NGVD 29             275.49   (m)          903.8    (f) LEVELING    3  
 QO1207
 QO1207.Superseded values are not recommended for survey control.
 QO1207
 QO1207.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QO1207.See file dsdata.pdf to determine how the superseded data were derived.
 QO1207
 QO1207_MARKER: DB = BENCH MARK DISK
 QO1207_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 QO1207_SP_SET: BOX CULVERT
 QO1207_STAMPING: 0208 CC 1 1975
 QO1207_MARK LOGO: MNHD
 QO1207_MAGNETIC: N = NO MAGNETIC MATERIAL
 QO1207_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QO1207+STABILITY: SURFACE MOTION
 QO1207_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 QO1207+SATELLITE: SATELLITE OBSERVATIONS - March 11, 2015
 QO1207
 QO1207  HISTORY     - Date     Condition        Report By
 QO1207  HISTORY     - 1975     MONUMENTED       MNHD
 QO1207  HISTORY     - 1977     GOOD             MNDT
 QO1207  HISTORY     - 1980     GOOD             MNDT
 QO1207  HISTORY     - 20150311 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.
 QO1207
 QO1207                          STATION RECOVERY (2015)
 QO1207
 QO1207'RECOVERY NOTE BY MN DEPT OF TRANSP 2015 (KDJ)
 QO1207'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 QO0796 ***********************************************************************
 QO0796  DESIGNATION -  0208 D
 QO0796  PID         -  QO0796
 QO0796  STATE/COUNTY-  MN/ANOKA
 QO0796  COUNTRY     -  US
 QO0796  USGS QUAD   -  CIRCLE PINES (2019)
 QO0796
 QO0796                         *CURRENT SURVEY CONTROL
 QO0796  ______________________________________________________________________
 QO0796* NAD 83(2011) POSITION- 45 09 17.15264(N) 093 14 04.87682(W)   ADJUSTED
 QO0796* NAD 83(2011) ELLIP HT-   248.058 (meters)        (12/24/14)   ADJUSTED
 QO0796* NAD 83(2011) EPOCH   -  2010.00
 QO0796* NAVD 88 ORTHO HEIGHT -   275.537 (meters)      903.99  (feet) ADJUSTED
 QO0796  ______________________________________________________________________
 QO0796  GEOID HEIGHT    -        -27.467 (meters)                     GEOID18
 QO0796  NAD 83(2011) X  -   -254,232.149 (meters)                     COMP
 QO0796  NAD 83(2011) Y  - -4,498,409.147 (meters)                     COMP
 QO0796  NAD 83(2011) Z  -  4,499,669.729 (meters)                     COMP
 QO0796  LAPLACE CORR    -          2.83  (seconds)                    DEFLEC18
 QO0796  DYNAMIC HEIGHT  -        275.532 (meters)      903.97  (feet) COMP
 QO0796  MODELED GRAVITY -    980,590.3   (mgal)                       NAVD 88
 QO0796
 QO0796  VERT ORDER      -  SECOND    CLASS I
 QO0796
 QO0796  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 QO0796  Standards:
 QO0796         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 QO0796            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 QO0796  -------------------------------------------------------------------
 QO0796  NETWORK    0.76   0.86           0.34   0.27   0.44      0.14846017
 QO0796  -------------------------------------------------------------------
 QO0796  Click here for local accuracies and other accuracy information.
 QO0796
 QO0796.The horizontal coordinates were established by GPS observations
 QO0796.and adjusted by the MN DEPT OF TRANSP in December 2014.
 QO0796
 QO0796.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 QO0796.been affixed to the stable North American tectonic plate. See 
 QO0796.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 QO0796
 QO0796.The horizontal coordinates are valid at the epoch date displayed above
 QO0796.which is a decimal equivalence of Year/Month/Day.
 QO0796
 QO0796.The orthometric height was determined by differential leveling and
 QO0796.adjusted by the NATIONAL GEODETIC SURVEY
 QO0796.in September 2016.
 QO0796
 QO0796.Significant digits in the geoid height do not necessarily reflect accuracy.
 QO0796.GEOID18 height accuracy estimate available here.
 QO0796
 QO0796.Click photographs - Photos may exist for this station.
 QO0796
 QO0796.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 QO0796
 QO0796.The Laplace correction was computed from DEFLEC18 derived deflections.
 QO0796
 QO0796.The ellipsoidal height was determined by GPS observations
 QO0796.and is referenced to NAD 83.
 QO0796
 QO0796.The dynamic height is computed by dividing the NAVD 88
 QO0796.geopotential number by the normal gravity value computed on the
 QO0796.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QO0796.degrees latitude (g = 980.6199 gals.).
 QO0796
 QO0796.The modeled gravity was interpolated from observed gravity values.
 QO0796
 QO0796. The following values were computed from the NAD 83(2011) position.
 QO0796
 QO0796;                    North         East     Units Scale Factor Converg.
 QO0796;SPC MN S     -   339,707.519   860,178.103   MT  0.99998706   +0 32 11.1
 QO0796;SPC MN S     - 1,114,523.75  2,822,100.99   sFT  0.99998706   +0 32 11.1
 QO0796;UTM  15      - 5,000,169.809   481,552.859   MT  0.99960418   -0 09 59.0
 QO0796
 QO0796!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QO0796!SPC MN S     -   0.99996111  x   0.99998706  =   0.99994817
 QO0796!UTM  15      -   0.99996111  x   0.99960418  =   0.99956531
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL8155200169(NAD 83)
 QO0796
 QO0796|---------------------------------------------------------------------|
 QO0796| PID    Reference Object                     Distance      Geod. Az  |
 QO0796|                                                           dddmmss.s |
 QO0796| QO0795 0208 C                              APPROX. 0.8 KM 1804927.0 |
 QO0796| QO1699 BLAINE RM 2                         APPROX. 0.6 KM 1872924.9 |
 QO0796|---------------------------------------------------------------------|
 QO0796
 QO0796                          SUPERSEDED SURVEY CONTROL
 QO0796
 QO0796  NAD 83(1996)-  45 09 17.15298(N)    093 14 04.87754(W) AD(       ) 2
 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             275.54   (m)          904.0    (f) LEVELING    3  
 QO0796  NAVD 88 (06/15/91)  275.541  (m)          904.00   (f) SUPERSEDED  2 1
 QO0796  NGVD 29 (??/??/92)  275.476  (m)          903.79   (f) ADJ UNCH    2 0
 QO0796  NGVD 29             275.48   (m)          903.8    (f) LEVELING    3  
 QO0796
 QO0796.Superseded values are not recommended for survey control.
 QO0796
 QO0796.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QO0796.See file dsdata.pdf to determine how the superseded data were derived.
 QO0796
 QO0796_MARKER: DB = BENCH MARK DISK
 QO0796_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 QO0796_STAMPING: 0208 D 1969
 QO0796_MARK LOGO: MNHD
 QO0796_PROJECTION: RECESSED 3 CENTIMETERS
 QO0796_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 QO0796_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QO0796_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QO0796+SATELLITE: SATELLITE OBSERVATIONS - April 13, 2020
 QO0796
 QO0796  HISTORY     - Date     Condition        Report By
 QO0796  HISTORY     - 19690401 MONUMENTED       MNHD
 QO0796  HISTORY     - 1974     GOOD             MNHD
 QO0796  HISTORY     - 19961101 GOOD             MNDT
 QO0796  HISTORY     - 20110516 GOOD             MNDT
 QO0796  HISTORY     - 20150324 GOOD             MNDT
 QO0796  HISTORY     - 20200413 GOOD             MNDT
 QO0796
 QO0796                          STATION DESCRIPTION
 QO0796
 QO0796'DESCRIBED BY MN HIGHWAY DEPT 1969
 QO0796'IN BLAINE.
 QO0796'MARK IS LOCATED 3.0 MILES SOUTH OF THE JUNCTION OF TH 242 AND TH 65
 QO0796'(JOHNSVILLE) IN THE VILLAGE OF BLAINE, 0.1 MILES NORTH OF A DRIVE-IN
 QO0796'THEATER ENTRANCE (65-HI) 105 FEET WEST-NORTHWEST OF THE NORTHWEST
 QO0796'CORNER OF BITUMINOUS PLANT OFFICE BUILDING (METAL), 76 FEET EAST OF TH
 QO0796'65 NORTHBOUND CENTERLINE STATION 445 + 83, 6 FEET NORTH OF A PROPERTY
 QO0796'LINE EXTENDED, 3 FEET WEST OF A FENCE LINE, 1 FOOT WEST OF A STEEL
 QO0796'WITNESS POST, IN A 6 FOOT PRE-CAST CONCRETE MONUMENT, SET 1 INCH BELOW
 QO0796'GROUND.  SE 1/4 SECTION 20, T 31N, R 23W.
 QO0796
 QO0796                          STATION RECOVERY (1974)
 QO0796
 QO0796'RECOVERY NOTE BY MN HIGHWAY DEPT 1974 (OCO)
 QO0796'THE MARK, A STANDARD MHD BENCH MARK DISK STAMPED 0208-D 1969, IS SET
 QO0796'IN A 6 FOOT PRE-CAST CONCRETE MONUMENT THAT IS 1 INCH BELOW THE
 QO0796'SURFACE OF THE GROUND.  THE MARK IS 0.1 MILE NORTH OF A DRIVE-IN
 QO0796'THEATER ENTRANCE (65-HI), 105 FEET WEST-NORTHWEST OF THE NORTHWEST
 QO0796'CORNER OF A METAL OFFICE BUILDING, 76 FEET EAST OF THE CENTERLINE
 QO0796'OF NORTHBOUND TRUNK HIGHWAY 65, AND 3 FEET WEST OF A FENCE LINE.
 QO0796'
 QO0796'NEAREST TOWN--BLAINE.
 QO0796'
 QO0796'HEIGHT OF LIGHT ABOVE STATION MARK 1.5 METERS.
 QO0796
 QO0796                          STATION RECOVERY (1996)
 QO0796
 QO0796'RECOVERY NOTE BY MN DEPT OF TRANSP 1996 (DKH)
 QO0796'RECOVERED BY MNDT 1985. THE STATION WAS RECOVERED IN GOOD CONDITION IN
 QO0796'THE CITY OF BLAINE, IN THE SE 1/4 OF SECTION 20, T31N, R23W, 3.0 MILES
 QO0796'(4.8 KM) SOUTH ALONG TRUNK HIGHWAY 65 FROM ITS JUNCTION WITH TRUNK
 QO0796'HIGHWAY 242 AT JOHNSVILLE, AND ABOUT 2-1/2 MILES NORTH ALONG TRUNK
 QO0796'HIGHWAY 65 FROM ITS JUNCTION WITH TRUNK HIGHWAY 10 AT SPRING LAKE
 QO0796'PARK. THE STATION MARK, A STANDARD MNDT BENCH MARK DISK STAMPED---0208
 QO0796'D 1969---, IS SET IN THE TOP OF A 6 FOOT (1.8 M) LONG PRECAST CONCRETE
 QO0796'MONUMENT THAT IS BURIED 0.1 FOOT (3.0 CM) BELOW THE SURFACE OF THE
 QO0796'GROUND.  THE MARK IS 0.1 MILE (0.2 KM) NORTH OF THE ENTRANCE TO THE
 QO0796'65-HI DRIVE-IN THEATER, 105 FEET (32.0 M) WEST-NORTHWEST OF THE
 QO0796'NORTHWEST CORNER OF A METAL OFFICE BUILDING, 76 FEET (23.2 M) EAST OF
 QO0796'THE CENTERLINE OF THE NORTHBOUND LANE OF TRUNK HIGHWAY 65 AT ENGINEERS
 QO0796'STATION 445+83, 8.6 FEET (2.6 M) NORTHWEST OF A FENCE CORNER, 3 FEET
 QO0796'(0.9 M) WEST OF A FENCE LINE, AND 5.0 FEET (1.5 M) NORTH-NORTHWEST OF
 QO0796'A STEEL WITNESS POST. REINFORCING ROD IN THE CONCRETE MONUMENT MAKES
 QO0796'THE MARK MAGNETIC. THIS STATION IS AN AZIMUTH MARK FOR STATION BLAINE
 QO0796'MNDT. RECOVERED BY MNDT 1996. THE MARK WAS RECOVERED IN GOOD CONDITION
 QO0796'AS DESCRIBED IN 1985.
 QO0796
 QO0796                          STATION RECOVERY (2011)
 QO0796
 QO0796'RECOVERY NOTE BY MN DEPT OF TRANSP 2011 (JBG)
 QO0796'THE MARK IS IN BLAINE.
 QO0796'
 QO0796'TO REACH THE MARK GO 0.9 MI (1.4 KM) SOUTH OF COUNTY ROAD 12 AT MILE
 QO0796'POINT 12.50, 0.1 MI (0.2 KM) NORTH OF 101ST AVENUE NORTHEAST.
 QO0796'
 QO0796'LOCATED 105 FT (32.0 M) WEST-NORTHWEST OF THE NORTHWEST CORNER OF
 QO0796'RELIEVE MEDICAL SUPPLY, 76 FT (23.2 M) EAST OF NORTHBOUND TRUNK
 QO0796'HIGHWAY 65, 76 FT (23.2 M) SOUTHWEST OF EXPRESS HEALTH CARE URGENT
 QO0796'CARE SIGN, 67 FT (20.4 M) WEST-SOUTHWEST OF EXPRESS HEALTH CARE
 QO0796'BUILDING, 5.0 FT (1.5 M) NORTH-NORTHWEST OF RIGHT-OF-WAY SIGN, 1.0 FT
 QO0796'(0.3 M) WEST OF A WITNESS POST.
 QO0796
 QO0796                          STATION RECOVERY (2015)
 QO0796
 QO0796'RECOVERY NOTE BY MN DEPT OF TRANSP 2015 (KMS)
 QO0796'RECOVERED AS DESCRIBED.
 QO0796
 QO0796                          STATION RECOVERY (2020)
 QO0796
 QO0796'RECOVERY NOTE BY MN DEPT OF TRANSP 2020 (MPP)
 QO0796'IN BLAINE, 1.45 MI (2.33 KM) NORTH ALONG TRUNK HIGHWAY 65 FROM THE
 QO0796'JUNCTION OF TRUNK HIGHWAY 65 AND TRUNK HIGHWAY 10 IN BLAINE, AT TRUNK
 QO0796'HIGHWAY 65 MILE POINT 12.50, 76.0 FT (23.2 M) EAST OF NORTHBOUND TRUNK
 QO0796'HIGHWAY 65, 76.0 FT (23.2 M) SOUTHWEST OF THE EXPRESS HEALTH CARE
 QO0796'URGENT CARE SIGN, 67.0 FT (20.4 M) WEST-SOUTHWEST OF THE EXPRESS
 QO0796'HEALTH CARE BUILDING, 5.0 FT (1.5 M) NORTH-NORTHWEST OF A RIGHT-OF-WAY
 QO0796'SIGN, 0.10 FT (3 CM) WEST OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DQ0923 ***********************************************************************
 DQ0923  DESIGNATION -  0208 E RESET
 DQ0923  PID         -  DQ0923
 DQ0923  STATE/COUNTY-  MN/ANOKA
 DQ0923  COUNTRY     -  US
 DQ0923  USGS QUAD   -  CIRCLE PINES (2019)
 DQ0923
 DQ0923                         *CURRENT SURVEY CONTROL
 DQ0923  ______________________________________________________________________
 DQ0923* NAD 83(1986) POSITION- 45 09 36.41   (N) 093 14 04.74   (W)   HD_HELD1
 DQ0923* NAVD 88 ORTHO HEIGHT -   276.175 (meters)      906.08  (feet) ADJUSTED
 DQ0923  ______________________________________________________________________
 DQ0923  GEOID HEIGHT    -        -27.488 (meters)                     GEOID18
 DQ0923  DYNAMIC HEIGHT  -        276.170 (meters)      906.07  (feet) COMP
 DQ0923  MODELED GRAVITY -    980,589.4   (mgal)                       NAVD 88
 DQ0923
 DQ0923  VERT ORDER      -  SECOND    CLASS I
 DQ0923
 DQ0923.The horizontal coordinates were determined by differentially corrected
 DQ0923.hand held GPS observations or other comparable positioning techniques
 DQ0923.and have an estimated accuracy of +/- 3 meters.
 DQ0923
 DQ0923.The orthometric height was determined by differential leveling and
 DQ0923.adjusted by the NATIONAL GEODETIC SURVEY
 DQ0923.in September 2016.
 DQ0923
 DQ0923.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ0923.GEOID18 height accuracy estimate available here.
 DQ0923
 DQ0923.Click photographs - Photos may exist for this station.
 DQ0923
 DQ0923.The dynamic height is computed by dividing the NAVD 88
 DQ0923.geopotential number by the normal gravity value computed on the
 DQ0923.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ0923.degrees latitude (g = 980.6199 gals.).
 DQ0923
 DQ0923.The modeled gravity was interpolated from observed gravity values.
 DQ0923
 DQ0923;                    North         East    Units  Estimated Accuracy
 DQ0923;SPC MN S     -   340,302.0     860,175.5     MT  (+/- 3 meters HH1 GPS) 
 DQ0923
 DQ0923_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL8155700764(NAD 83)
 DQ0923
 DQ0923                          SUPERSEDED SURVEY CONTROL
 DQ0923
 DQ0923.No superseded survey control is available for this station.
 DQ0923
 DQ0923_MARKER: DB = BENCH MARK DISK
 DQ0923_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 DQ0923_STAMPING: 0208 E 1969 RESET 1991
 DQ0923_MARK LOGO: MNHD
 DQ0923_PROJECTION: RECESSED 8 CENTIMETERS
 DQ0923_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DQ0923_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DQ0923_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DQ0923+SATELLITE: SATELLITE OBSERVATIONS - March 24, 2015
 DQ0923
 DQ0923  HISTORY     - Date     Condition        Report By
 DQ0923  HISTORY     - 19910401 MONUMENTED       MNHD
 DQ0923  HISTORY     - 20150324 GOOD             MNDT
 DQ0923
 DQ0923                          STATION DESCRIPTION
 DQ0923
 DQ0923'DESCRIBED BY MN DEPT OF TRANSP 2015 (MAS)
 DQ0923'THE STATION IS LOCATED ABOUT 7.9 MI (12.7 KM) EAST-SOUTHEAST OF ANOKA,
 DQ0923'6.7 MI (10.8 KM) NORTH-NORTHWEST OF NEW BRIGHTON AND 4.1 MI (6.6 KM)
 DQ0923'WEST OF CIRCLE PINES.
 DQ0923'
 DQ0923'TO REACH THE MARK GO 0.5 MI (0.8 KM) SOUTH OF THE JUNCTION OF TRUNK
 DQ0923'HIGHWAY 65 AND COUNTY ROAD 12 238 FT (72.5 M) SOUTH OF COUNTY ROAD 87.
 DQ0923'THE MARK IS LOCATED GO 72.0 FT (21.9 M) EAST OF TRUNK HIGHWAY 65, AT
 DQ0923'TRUNK HIGHWAY 65 MILE POINT 12.85, 74 FT (22.6 M) NORTH OF FIRST HIGH
 DQ0923'TENSION POWER POLE SOUTH OF 105TH AVENUE, 4.0 FT (1.2 M) WEST OF A
 DQ0923'WITNESS POST.
 DQ0923'
 DQ0923'NOTE - ELEVATION CHANGE SHOWS ORIGINAL MARK WAS DESTROYED AT SOME
 DQ0923'POINT BETWEEN 1971 AND 1991 AND RESET IN THE SAME GENERAL LOCATION.
 DQ0923'ELEVATION CHANGES BY OVER 20 INCHES.  SET DATE IS AN ESTIMATE BASED ON
 DQ0923'WHEN CONSTRUCTION TOOK PLACE ON TRUNK HIGHWAY 65.  SEE QO0797(0208 E)
 DQ0923'FOR MORE INFORMATION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 QO0798 ***********************************************************************
 QO0798  DESIGNATION -  0208 F
 QO0798  PID         -  QO0798
 QO0798  STATE/COUNTY-  MN/ANOKA
 QO0798  COUNTRY     -  US
 QO0798  USGS QUAD   -  CIRCLE PINES (2019)
 QO0798
 QO0798                         *CURRENT SURVEY CONTROL
 QO0798  ______________________________________________________________________
 QO0798* NAD 83(1986) POSITION- 45 10 04.7    (N) 093 14 04.4    (W)   HD_HELD2
 QO0798* NAVD 88 ORTHO HEIGHT -   275.371 (meters)      903.45  (feet) ADJUSTED
 QO0798  ______________________________________________________________________
 QO0798  GEOID HEIGHT    -        -27.520 (meters)                     GEOID18
 QO0798  DYNAMIC HEIGHT  -        275.366 (meters)      903.43  (feet) COMP
 QO0798  MODELED GRAVITY -    980,588.2   (mgal)                       NAVD 88
 QO0798
 QO0798  VERT ORDER      -  SECOND    CLASS 0
 QO0798
 QO0798.The horizontal coordinates were established by autonomous hand held GPS
 QO0798.observations and have an estimated accuracy of +/- 10 meters.
 QO0798
 QO0798.The orthometric height was determined by differential leveling and
 QO0798.adjusted by the NATIONAL GEODETIC SURVEY
 QO0798.in June 1991.
 QO0798
 QO0798.Significant digits in the geoid height do not necessarily reflect accuracy.
 QO0798.GEOID18 height accuracy estimate available here.
 QO0798
 QO0798.Click photographs - Photos may exist for this station.
 QO0798
 QO0798.The dynamic height is computed by dividing the NAVD 88
 QO0798.geopotential number by the normal gravity value computed on the
 QO0798.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QO0798.degrees latitude (g = 980.6199 gals.).
 QO0798
 QO0798.The modeled gravity was interpolated from observed gravity values.
 QO0798
 QO0798;                    North         East    Units  Estimated Accuracy
 QO0798;SPC MN S     -   341,175.      860,175.      MT  (+/- 10 meters HH2 GPS)
 QO0798
 QO0798_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL8156701637(NAD 83)
 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
 QO0798.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QO0798.See file dsdata.pdf to determine how the superseded data were derived.
 QO0798
 QO0798_MARKER: DB = BENCH MARK DISK
 QO0798_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 QO0798_SP_SET: CONCRETE FOUNDATION
 QO0798_STAMPING: 0208 F 1969
 QO0798_MARK LOGO: MNHD
 QO0798_MAGNETIC: N = NO MAGNETIC MATERIAL
 QO0798_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QO0798+STABILITY: SURFACE MOTION
 QO0798_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 QO0798+SATELLITE: SATELLITE OBSERVATIONS - March 11, 2015
 QO0798
 QO0798  HISTORY     - Date     Condition        Report By
 QO0798  HISTORY     - 19690401 MONUMENTED       MNHD
 QO0798  HISTORY     - 20150311 GOOD             MNDT
 QO0798
 QO0798                          STATION DESCRIPTION
 QO0798
 QO0798'DESCRIBED BY MN HIGHWAY DEPT 1969
 QO0798'IN BLAINE.
 QO0798'MARK IS LOCATED 2.0 MILES SOUTH OF THE JUNCTION OF TH 242 AND TH 65
 QO0798'(JOHNSVILLE) IN THE VILLAGE OF BLAINE, IN THE SOUTHEAST QUADRANT OF TH
 QO0798'65 AND 109TH AVENUE NORTHEAST, IN THE CONCRETE BASE OF A HIGH TENSION
 QO0798'TRANSFORMER TOWER (SOUTHWEST LEG).  NE 1/4 SECTION 20, T 31N, R 23W.
 QO0798
 QO0798                          STATION RECOVERY (2015)
 QO0798
 QO0798'RECOVERY NOTE BY MN DEPT OF TRANSP 2015 (KMS)
 QO0798'IN BLAINE, IN SOUTHEAST QUADRANT OF THE JUNCTION OF TRUNK HIGHWAY 65
 QO0798'AND (COUNTY ROAD 12) 109TH AVENUE NORTHEAST, IN CONCRETE BASE OF
 QO0798'SOUTHWEST LEG OF HIGH TENSION TRANSFORMER TOWER.  MARK INSIDE FENCE
 QO0798'WITH LOCKED GATE AND INACCESSIBLE TO RETRIEVE PHOTO.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 QO0800 ***********************************************************************
 QO0800  DESIGNATION -  0208 G
 QO0800  PID         -  QO0800
 QO0800  STATE/COUNTY-  MN/ANOKA
 QO0800  COUNTRY     -  US
 QO0800  USGS QUAD   -  CIRCLE PINES (2019)
 QO0800
 QO0800                         *CURRENT SURVEY CONTROL
 QO0800  ______________________________________________________________________
 QO0800* NAD 83(2011) POSITION- 45 11 00.54962(N) 093 14 03.37092(W)   ADJUSTED
 QO0800* NAD 83(2011) ELLIP HT-   249.099 (meters)        (02/04/26)   ADJUSTED
 QO0800* NAD 83(2011) EPOCH   -  2010.00
 QO0800* NAVD 88 ORTHO HEIGHT -   276.693 (meters)      907.78  (feet) ADJUSTED
 QO0800  ______________________________________________________________________
 QO0800  GEOID HEIGHT    -        -27.586 (meters)                     GEOID18
 QO0800  NAD 83(2011) X  -   -254,071.628 (meters)                     COMP
 QO0800  NAD 83(2011) Y  - -4,496,151.549 (meters)                     COMP
 QO0800  NAD 83(2011) Z  -  4,501,920.935 (meters)                     COMP
 QO0800  LAPLACE CORR    -          4.35  (seconds)                    DEFLEC18
 QO0800  DYNAMIC HEIGHT  -        276.686 (meters)      907.76  (feet) COMP
 QO0800  MODELED GRAVITY -    980,585.1   (mgal)                       NAVD 88
 QO0800
 QO0800  VERT ORDER      -  SECOND    CLASS 0
 QO0800
 QO0800  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 QO0800  Standards:
 QO0800         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 QO0800            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 QO0800  -------------------------------------------------------------------
 QO0800  NETWORK    0.25   0.90           0.11   0.09   0.46      0.00969325
 QO0800  -------------------------------------------------------------------
 QO0800  Click here for local accuracies and other accuracy information.
 QO0800
 QO0800.The horizontal coordinates were established by GPS observations
 QO0800.and adjusted by the MN DEPT OF TRANSP in February 2026.
 QO0800
 QO0800.Refers to NAD 83 (2011) epoch 2010.00 coordinates where the reference 
 QO0800.frame has been affixed to the stable North American tectonic plate 
 QO0800
 QO0800.The horizontal coordinates are valid at the epoch date displayed above
 QO0800.which is a decimal equivalence of Year/Month/Day.
 QO0800
 QO0800.The orthometric height was determined by differential leveling and
 QO0800.adjusted by the NATIONAL GEODETIC SURVEY
 QO0800.in June 1991.
 QO0800
 QO0800.Significant digits in the geoid height do not necessarily reflect accuracy.
 QO0800.GEOID18 height accuracy estimate available here.
 QO0800
 QO0800.Click photographs - Photos may exist for this station.
 QO0800
 QO0800.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 QO0800
 QO0800.The Laplace correction was computed from DEFLEC18 derived deflections.
 QO0800
 QO0800.The ellipsoidal height was determined by GPS observations
 QO0800.and is referenced to NAD 83.
 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. The following values were computed from the NAD 83(2011) position.
 QO0800
 QO0800;                    North         East     Units Scale Factor Converg.
 QO0800;SPC MN S     -   342,899.608   860,181.094   MT  0.99999292   +0 32 12.2
 QO0800;SPC MN S     - 1,124,996.46  2,822,110.81   sFT  0.99999292   +0 32 12.2
 QO0800;UTM  15      - 5,003,360.390   481,594.991   MT  0.99960416   -0 09 58.3
 QO0800
 QO0800!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QO0800!SPC MN S     -   0.99996095  x   0.99999292  =   0.99995387
 QO0800!UTM  15      -   0.99996095  x   0.99960416  =   0.99956512
 QO0800
 QO0800_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL8159403360(NAD 83)
 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
 QO0800.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QO0800.See file dsdata.pdf to determine how the superseded data were derived.
 QO0800
 QO0800_MARKER: DB = BENCH MARK DISK
 QO0800_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 QO0800_STAMPING: 0208 G 1969
 QO0800_MARK LOGO: MNHD
 QO0800_PROJECTION: RECESSED 3 CENTIMETERS
 QO0800_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 QO0800_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QO0800_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QO0800+SATELLITE: SATELLITE OBSERVATIONS - December 22, 2025
 QO0800
 QO0800  HISTORY     - Date     Condition        Report By
 QO0800  HISTORY     - 1969     MONUMENTED       MNHD
 QO0800  HISTORY     - 1980     GOOD             MNDT
 QO0800  HISTORY     - 20150311 GOOD             MNDT
 QO0800  HISTORY     - 20200413 GOOD             MNDT
 QO0800  HISTORY     - 20251222 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.
 QO0800
 QO0800                          STATION RECOVERY (2015)
 QO0800
 QO0800'RECOVERY NOTE BY MN DEPT OF TRANSP 2015 (KMS)
 QO0800'RECOVERED AS DESCRIBED.
 QO0800
 QO0800                          STATION RECOVERY (2020)
 QO0800
 QO0800'RECOVERY NOTE BY MN DEPT OF TRANSP 2020 (MPP)
 QO0800'RECOVERED IN GOOD CONDITION.
 QO0800
 QO0800                          STATION RECOVERY (2025)
 QO0800
 QO0800'RECOVERY NOTE BY MN DEPT OF TRANSP 2025 (MPP)
 QO0800'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 QO0805 ***********************************************************************
 QO0805  DESIGNATION -  0208 K
 QO0805  PID         -  QO0805
 QO0805  STATE/COUNTY-  MN/ANOKA
 QO0805  COUNTRY     -  US
 QO0805  USGS QUAD   -  CIRCLE PINES (2019)
 QO0805
 QO0805                         *CURRENT SURVEY CONTROL
 QO0805  ______________________________________________________________________
 QO0805* NAD 83(2011) POSITION- 45 13 04.82829(N) 093 14 02.32036(W)   ADJUSTED
 QO0805* NAD 83(2011) ELLIP HT-   248.004 (meters)        (06/27/12)   ADJUSTED
 QO0805* NAD 83(2011) EPOCH   -  2010.00
 QO0805* NAVD 88 ORTHO HEIGHT -   275.751 (meters)      904.69  (feet) ADJUSTED
 QO0805  ______________________________________________________________________
 QO0805  GEOID HEIGHT    -        -27.754 (meters)                     GEOID18
 QO0805  NAD 83(2011) X  -   -253,895.099 (meters)                     COMP
 QO0805  NAD 83(2011) Y  - -4,493,433.920 (meters)                     COMP
 QO0805  NAD 83(2011) Z  -  4,504,623.635 (meters)                     COMP
 QO0805  LAPLACE CORR    -          5.99  (seconds)                    DEFLEC18
 QO0805  DYNAMIC HEIGHT  -        275.741 (meters)      904.66  (feet) COMP
 QO0805  MODELED GRAVITY -    980,573.0   (mgal)                       NAVD 88
 QO0805
 QO0805  VERT ORDER      -  SECOND    CLASS 0
 QO0805
 QO0805  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 QO0805  Standards:
 QO0805         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 QO0805            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 QO0805  -------------------------------------------------------------------
 QO0805  NETWORK    0.25   0.61           0.11   0.09   0.31      0.00242209
 QO0805  -------------------------------------------------------------------
 QO0805  Click here for local accuracies and other accuracy information.
 QO0805
 QO0805.The horizontal coordinates were established by GPS observations
 QO0805.and adjusted by the National Geodetic Survey in June 2012.
 QO0805
 QO0805.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 QO0805.been affixed to the stable North American tectonic plate. See 
 QO0805.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 QO0805
 QO0805.The horizontal coordinates are valid at the epoch date displayed above
 QO0805.which is a decimal equivalence of Year/Month/Day.
 QO0805
 QO0805.The orthometric height was determined by differential leveling and
 QO0805.adjusted by the NATIONAL GEODETIC SURVEY
 QO0805.in June 1991.
 QO0805
 QO0805.Significant digits in the geoid height do not necessarily reflect accuracy.
 QO0805.GEOID18 height accuracy estimate available here.
 QO0805
 QO0805.Click photographs - Photos may exist for this station.
 QO0805
 QO0805.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 QO0805
 QO0805.The Laplace correction was computed from DEFLEC18 derived deflections.
 QO0805
 QO0805.The ellipsoidal height was determined by GPS observations
 QO0805.and is referenced to NAD 83.
 QO0805
 QO0805.The dynamic height is computed by dividing the NAVD 88
 QO0805.geopotential number by the normal gravity value computed on the
 QO0805.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QO0805.degrees latitude (g = 980.6199 gals.).
 QO0805
 QO0805.The modeled gravity was interpolated from observed gravity values.
 QO0805
 QO0805. The following values were computed from the NAD 83(2011) position.
 QO0805
 QO0805;                    North         East     Units Scale Factor Converg.
 QO0805;SPC MN S     -   346,736.252   860,168.076   MT  1.00000029   +0 32 12.9
 QO0805;SPC MN S     - 1,137,583.85  2,822,068.10   sFT  1.00000029   +0 32 12.9
 QO0805;UTM  15      - 5,007,195.399   481,629.030   MT  0.99960415   -0 09 57.9
 QO0805
 QO0805!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QO0805!SPC MN S     -   0.99996112  x   1.00000029  =   0.99996141
 QO0805!UTM  15      -   0.99996112  x   0.99960415  =   0.99956528
 QO0805
 QO0805_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL8162907195(NAD 83)
 QO0805
 QO0805                          SUPERSEDED SURVEY CONTROL
 QO0805
 QO0805  NAD 83(2007)-  45 13 04.82850(N)    093 14 02.32137(W) AD(2002.00) 1
 QO0805  ELLIP H (07/18/11)  248.029  (m)                       GP(2002.00) 2 1
 QO0805  NAD 83(1996)-  45 13 04.82895(N)    093 14 02.32138(W) AD(       ) 3
 QO0805  NAD 83(1986)-  45 13 04.82323(N)    093 14 02.31669(W) AD(       ) 3
 QO0805  NAD 27      -  45 13 04.94839(N)    093 14 01.49736(W) AD(       ) 3
 QO0805  NAVD 88             275.75   (m)          904.7    (f) LEVELING    3  
 QO0805  NGVD 29 (??/??/92)  275.682  (m)          904.47   (f) ADJ UNCH    2 0
 QO0805  NGVD 29             274.68   (m)          901.2    (f) LEVELING    3  
 QO0805
 QO0805.Superseded values are not recommended for survey control.
 QO0805
 QO0805.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QO0805.See file dsdata.pdf to determine how the superseded data were derived.
 QO0805
 QO0805_MARKER: DB = BENCH MARK DISK
 QO0805_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 QO0805_STAMPING: 0208 K 1969
 QO0805_MARK LOGO: MNHD
 QO0805_PROJECTION: PROJECTING 18 CENTIMETERS
 QO0805_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 QO0805_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QO0805_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QO0805+SATELLITE: SATELLITE OBSERVATIONS - December 22, 2025
 QO0805
 QO0805  HISTORY     - Date     Condition        Report By
 QO0805  HISTORY     - 19690401 MONUMENTED       MNHD
 QO0805  HISTORY     - 1975     GOOD             MNHD
 QO0805  HISTORY     - 20070807 GOOD             MNDT
 QO0805  HISTORY     - 20110815 GOOD             MNDT
 QO0805  HISTORY     - 20150311 GOOD             MNDT
 QO0805  HISTORY     - 20190903 GOOD             MNDT
 QO0805  HISTORY     - 20251222 GOOD             MNDT
 QO0805
 QO0805                          STATION DESCRIPTION
 QO0805
 QO0805'DESCRIBED BY MN HIGHWAY DEPT 1969
 QO0805'4.8 MI S FROM SODERVILLE.
 QO0805'MARK IS LOCATED 4.8 MILES SOUTH OF THE JUNCTION OF TH 65 AND COUNTY
 QO0805'ROAD 18 IN SODERVILLE, 1.45 MILES NORTH OF THE JUNCTION OF TH 65 AND
 QO0805'TH 242 (JOHNSVILLE), 310 FEET SOUTH OF COUNTY ROAD 116 CENTERLINE, 98
 QO0805'FEET EAST OF TH 65 NORTHBOUND CENTERLINE, 2 FEET WEST OF A FENCE, 1
 QO0805'FOOT WEST OF A STEEL WITNESS POST, IN A 6 FOOT PRE-CAST CONCRETE
 QO0805'MONUMENT SET FLUSH WITH THE GROUND.  SE 1/4 SECTION 32, T 32N, R 23W.
 QO0805
 QO0805                          STATION RECOVERY (1975)
 QO0805
 QO0805'RECOVERY NOTE BY MN HIGHWAY DEPT 1975 (OCO)
 QO0805'THE MARK, A STANDARD MNHD BENCH MARK DISK STAMPED 0208 K 1969 IS SET
 QO0805'IN A 6 FOOT PRE-CAST MONUMENT THAT PROJECTS 0.6 FOOT ABOVE THE
 QO0805'SURFACE OF THE GROUND.  THE MARK IS 98.0 FEET EAST OF THE CENTERLINE
 QO0805'OF THE NORTH BOUND LANE OF TRUNK HIGHWAY 65, 74.5 FEET
 QO0805'NORTH-NORTHWEST OF A POWER POLE, 310 FEET SOUTH OF THE CENTERLINE
 QO0805'OF COUNTY ROAD 116, AND 1.0 FOOT WEST OF A STEEL WITNESS POST.
 QO0805'
 QO0805'STEEL PLACED IN THE CONCRETE MONUMENT MAKES THE MARK MAGNETIC.
 QO0805'
 QO0805'NEAREST TOWN--BLAINE.
 QO0805
 QO0805                          STATION RECOVERY (2007)
 QO0805
 QO0805'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (KMS)
 QO0805'THE MARK WAS RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.
 QO0805'THE MARK IS 4.0 MILES NORTH OF BLAINE, 310 FEET SOUTH OF JUNCTION OF
 QO0805'TRUNK HIGHWAY 65 AND COUNTY ROAD 116 (BUNKER LAKE BOULEVARD
 QO0805'NORTHEAST), 98.0 FEET EAST OF NORTHBOUND TRUNK HIGHWAY 65, 22.3 FEET
 QO0805'SOUTH OF POWER POLE WITH LIGHT, 2.5 FEET WEST OF WITNESS POST.
 QO0805
 QO0805                          STATION RECOVERY (2011)
 QO0805
 QO0805'RECOVERY NOTE BY MN DEPT OF TRANSP 2011 (TXM)
 QO0805'RECOVERED AS DESCRIBED.
 QO0805
 QO0805                          STATION RECOVERY (2015)
 QO0805
 QO0805'RECOVERY NOTE BY MN DEPT OF TRANSP 2015 (KMS)
 QO0805'RECOVERED AS DESCRIBED.
 QO0805
 QO0805                          STATION RECOVERY (2019)
 QO0805
 QO0805'RECOVERY NOTE BY MN DEPT OF TRANSP 2019 (MPP)
 QO0805'IN HAM LAKE, AT THE JUNCTION OF TRUNK HIGHWAY 65 AND COUNTY ROAD 116
 QO0805'(BUNKER LAKE ROAD) IN HAM LAKE, AT TRUNK HIGHWAY 65 MILE POINT 16.85,
 QO0805'310.0 FT (94.5 M) SOUTH OF COUNTY ROAD 116, 98.0 FT (29.9 M) EAST OF
 QO0805'NORTHBOUND TRUNK HIGHWAY 65, 2.5 FT (0.8 M) WEST OF A WITNESS POST.
 QO0805
 QO0805                          STATION RECOVERY (2025)
 QO0805
 QO0805'RECOVERY NOTE BY MN DEPT OF TRANSP 2025 (MPP)
 QO0805'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 QO0806 ***********************************************************************
 QO0806  DESIGNATION -  0208 L
 QO0806  PID         -  QO0806
 QO0806  STATE/COUNTY-  MN/ANOKA
 QO0806  COUNTRY     -  US
 QO0806  USGS QUAD   -  CIRCLE PINES (2019)
 QO0806
 QO0806                         *CURRENT SURVEY CONTROL
 QO0806  ______________________________________________________________________
 QO0806* NAD 83(1986) POSITION- 45 13 34.31   (N) 093 14 03.05   (W)   HD_HELD1
 QO0806* NAVD 88 ORTHO HEIGHT -   272.150 (meters)      892.88  (feet) ADJUSTED
 QO0806  ______________________________________________________________________
 QO0806  GEOID HEIGHT    -        -27.797 (meters)                     GEOID18
 QO0806  DYNAMIC HEIGHT  -        272.140 (meters)      892.85  (feet) COMP
 QO0806  MODELED GRAVITY -    980,569.8   (mgal)                       NAVD 88
 QO0806
 QO0806  VERT ORDER      -  SECOND    CLASS I
 QO0806
 QO0806.The horizontal coordinates were determined by differentially corrected
 QO0806.hand held GPS observations or other comparable positioning techniques
 QO0806.and have an estimated accuracy of +/- 3 meters.
 QO0806
 QO0806.The orthometric height was determined by differential leveling and
 QO0806.adjusted by the NATIONAL GEODETIC SURVEY
 QO0806.in September 2016.
 QO0806
 QO0806.Significant digits in the geoid height do not necessarily reflect accuracy.
 QO0806.GEOID18 height accuracy estimate available here.
 QO0806
 QO0806.Click photographs - Photos may exist for this station.
 QO0806
 QO0806.The dynamic height is computed by dividing the NAVD 88
 QO0806.geopotential number by the normal gravity value computed on the
 QO0806.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QO0806.degrees latitude (g = 980.6199 gals.).
 QO0806
 QO0806.The modeled gravity was interpolated from observed gravity values.
 QO0806
 QO0806;                    North         East    Units  Estimated Accuracy
 QO0806;SPC MN S     -   347,646.2     860,143.6     MT  (+/- 3 meters HH1 GPS) 
 QO0806
 QO0806_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL8161508105(NAD 83)
 QO0806
 QO0806                          SUPERSEDED SURVEY CONTROL
 QO0806
 QO0806  NAVD 88 (06/15/91)  272.264  (m)          893.25   (f) SUPERSEDED  2 0
 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
 QO0806.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QO0806.See file dsdata.pdf to determine how the superseded data were derived.
 QO0806
 QO0806_MARKER: DB = BENCH MARK DISK
 QO0806_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 QO0806_STAMPING: 0208 L 1969
 QO0806_MARK LOGO: MNHD
 QO0806_PROJECTION: FLUSH
 QO0806_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 QO0806_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QO0806_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 QO0806+SATELLITE: SATELLITE OBSERVATIONS - March 11, 2015
 QO0806
 QO0806  HISTORY     - Date     Condition        Report By
 QO0806  HISTORY     - 1969     MONUMENTED       MNHD
 QO0806  HISTORY     - 20150311 GOOD             MNDT
 QO0806
 QO0806                          STATION DESCRIPTION
 QO0806
 QO0806'DESCRIBED BY MN HIGHWAY DEPT 1969
 QO0806'4.3 MI S FROM SODERVILLE.
 QO0806'MARK IS LOCATED 4.3 MILES SOUTH OF THE JUNCTION OF TH 65 AND COUNTY
 QO0806'ROAD 18 IN SODERVILLE, 2.0 MILES NORTH OF THE JUNCTION OF TH 65 AND TH
 QO0806'242 (JOHNSVILLE), 0.5 MILES NORTH OF COUNTY ROAD 116, 114 FEET
 QO0806'NORTHEAST OF A CHISELED X IN THE EAST END OF A CONCRETE CULVERT UNDER
 QO0806'NORTHBOUND TH 65, 102 FEET EAST OF TH 65 NORTHBOUND CENTERLINE, 67
 QO0806'FEET EAST OF THREE PUNCH MARKS IN THE NORTH END OF A METAL CULVERT
 QO0806'UNDER A PRIVATE ENTRANCE EAST, 39 FEET NORTH OF THE EXTENDED
 QO0806'CENTERLINE OF A CROSS-OVER BETWEEN TH 625 NORTHBOUND AND SOUTHBOUND
 QO0806'LANES, 1 FOOT WEST OF A STEEL WITNESS POST, IN A 6 FOOT PRE-CAST
 QO0806'CONCRETE MONUMENT, SET ABOUT 2 FEET HIGHER THAN THE ROADWAY AND BURIED
 QO0806'2 INCHES BELOW GROUND.  NE 1/4 SECTION 32, T 32N, R 32W.
 QO0806
 QO0806                          STATION RECOVERY (2015)
 QO0806
 QO0806'RECOVERY NOTE BY MN DEPT OF TRANSP 2015 (KMS)
 QO0806'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 QO0807 ***********************************************************************
 QO0807  DESIGNATION -  0208 M
 QO0807  PID         -  QO0807
 QO0807  STATE/COUNTY-  MN/ANOKA
 QO0807  COUNTRY     -  US
 QO0807  USGS QUAD   -  CIRCLE PINES (2019)
 QO0807
 QO0807                         *CURRENT SURVEY CONTROL
 QO0807  ______________________________________________________________________
 QO0807* NAD 83(1986) POSITION- 45 13 57.56   (N) 093 14 04.02   (W)   HD_HELD1
 QO0807* NAVD 88 ORTHO HEIGHT -   271.348 (meters)      890.25  (feet) ADJUSTED
 QO0807  ______________________________________________________________________
 QO0807  GEOID HEIGHT    -        -27.832 (meters)                     GEOID18
 QO0807  DYNAMIC HEIGHT  -        271.337 (meters)      890.21  (feet) COMP
 QO0807  MODELED GRAVITY -    980,567.5   (mgal)                       NAVD 88
 QO0807
 QO0807  VERT ORDER      -  SECOND    CLASS 0
 QO0807
 QO0807.The horizontal coordinates were determined by differentially corrected
 QO0807.hand held GPS observations or other comparable positioning techniques
 QO0807.and have an estimated accuracy of +/- 3 meters.
 QO0807
 QO0807.The orthometric height was determined by differential leveling and
 QO0807.adjusted by the NATIONAL GEODETIC SURVEY
 QO0807.in June 1991.
 QO0807
 QO0807.Significant digits in the geoid height do not necessarily reflect accuracy.
 QO0807.GEOID18 height accuracy estimate available here.
 QO0807
 QO0807.Click photographs - Photos may exist for this station.
 QO0807
 QO0807.The dynamic height is computed by dividing the NAVD 88
 QO0807.geopotential number by the normal gravity value computed on the
 QO0807.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QO0807.degrees latitude (g = 980.6199 gals.).
 QO0807
 QO0807.The modeled gravity was interpolated from observed gravity values.
 QO0807
 QO0807;                    North         East    Units  Estimated Accuracy
 QO0807;SPC MN S     -   348,363.7     860,115.7     MT  (+/- 3 meters HH1 GPS) 
 QO0807
 QO0807_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL8159608822(NAD 83)
 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
 QO0807.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QO0807.See file dsdata.pdf to determine how the superseded data were derived.
 QO0807
 QO0807_MARKER: DB = BENCH MARK DISK
 QO0807_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 QO0807_SP_SET: BRIDGE ABUTMENT
 QO0807_STAMPING: 0208 M 1969
 QO0807_MARK LOGO: MNHD
 QO0807_MAGNETIC: N = NO MAGNETIC MATERIAL
 QO0807_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QO0807_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 QO0807+SATELLITE: SATELLITE OBSERVATIONS - March 11, 2015
 QO0807
 QO0807  HISTORY     - Date     Condition        Report By
 QO0807  HISTORY     - 19690401 MONUMENTED       MNHD
 QO0807  HISTORY     - 20150311 GOOD             MNDT
 QO0807
 QO0807                          STATION DESCRIPTION
 QO0807
 QO0807'DESCRIBED BY MN HIGHWAY DEPT 1969
 QO0807'3.8 MI S FROM SODERVILLE AND 1.6 MILES SOUTH OF HAM LAKE.
 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 THE CREEK.  SE 1/4 SECTION 29, T 32N, R 23W.
 QO0807
 QO0807                          STATION RECOVERY (2015)
 QO0807
 QO0807'RECOVERY NOTE BY MN DEPT OF TRANSP 2015 (KMS)
 QO0807'THE STATION IS LOCATED ABOUT 7.1 MI (11.4 KM) NORTHWEST OF CIRCLE
 QO0807'PINES, 6.5 MI (10.5 KM) SOUTH-SOUTHEAST OF CEDAR AND 1.6 MILES
 QO0807'SOUTH OF HAM LAKE.
 QO0807'
 QO0807'TO REACH THE MARK IN BRIDGE ABUTMENT IN SOUTHEAST CORNER OF NORTHBOUND
 QO0807'TRUNK HIGHWAY 65 BRIDGE NUMBER 9417 A CREEK IN HAM LAKE,
 QO0807'0.9MI (1.4 KM) NORTH ALONG TRUNK HIGHWAY 65 FROM THE JUNCTION OF TRUNK
 QO0807'HIGHWAY 65 AND COUNTY ROAD 116 (BUNKER LAKE BOULEVARD NORTHEAST), AT
 QO0807'TRUNK HIGHWAY 65 MILE POINT 17.9.
 QO0807'
 QO0807'THE MARK IS LOCATED 23.5 FT (7.2 M) EAST OF NORTHBOUND TRUNK
 QO0807'HIGHWAY 65.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 QO0808 ***********************************************************************
 QO0808  DESIGNATION -  0208 N
 QO0808  PID         -  QO0808
 QO0808  STATE/COUNTY-  MN/ANOKA
 QO0808  COUNTRY     -  US
 QO0808  USGS QUAD   -  CIRCLE PINES (2019)
 QO0808
 QO0808                         *CURRENT SURVEY CONTROL
 QO0808  ______________________________________________________________________
 QO0808* NAD 83(1986) POSITION- 45 13 57.80   (N) 093 14 05.39   (W)   HD_HELD1
 QO0808* NAVD 88 ORTHO HEIGHT -   271.363 (meters)      890.30  (feet) ADJUSTED
 QO0808  ______________________________________________________________________
 QO0808  GEOID HEIGHT    -        -27.833 (meters)                     GEOID18
 QO0808  DYNAMIC HEIGHT  -        271.352 (meters)      890.26  (feet) COMP
 QO0808  MODELED GRAVITY -    980,567.5   (mgal)                       NAVD 88
 QO0808
 QO0808  VERT ORDER      -  SECOND    CLASS 0
 QO0808
 QO0808.The horizontal coordinates were determined by differentially corrected
 QO0808.hand held GPS observations or other comparable positioning techniques
 QO0808.and have an estimated accuracy of +/- 3 meters.
 QO0808
 QO0808.The orthometric height was determined by differential leveling and
 QO0808.adjusted by the NATIONAL GEODETIC SURVEY
 QO0808.in June 1991.
 QO0808
 QO0808.Significant digits in the geoid height do not necessarily reflect accuracy.
 QO0808.GEOID18 height accuracy estimate available here.
 QO0808
 QO0808.Click photographs - Photos may exist for this station.
 QO0808
 QO0808.The dynamic height is computed by dividing the NAVD 88
 QO0808.geopotential number by the normal gravity value computed on the
 QO0808.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QO0808.degrees latitude (g = 980.6199 gals.).
 QO0808
 QO0808.The modeled gravity was interpolated from observed gravity values.
 QO0808
 QO0808;                    North         East    Units  Estimated Accuracy
 QO0808;SPC MN S     -   348,370.9     860,085.8     MT  (+/- 3 meters HH1 GPS) 
 QO0808
 QO0808_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL8156608830(NAD 83)
 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
 QO0808.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QO0808.See file dsdata.pdf to determine how the superseded data were derived.
 QO0808
 QO0808_MARKER: DB = BENCH MARK DISK
 QO0808_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 QO0808_SP_SET: BRIDGE ABUTMENT
 QO0808_STAMPING: 0208 N 1969
 QO0808_MARK LOGO: MNHD
 QO0808_MAGNETIC: N = NO MAGNETIC MATERIAL
 QO0808_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QO0808_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 QO0808+SATELLITE: SATELLITE OBSERVATIONS - March 11, 2015
 QO0808
 QO0808  HISTORY     - Date     Condition        Report By
 QO0808  HISTORY     - 19690401 MONUMENTED       MNHD
 QO0808  HISTORY     - 20150311 GOOD             MNDT
 QO0808
 QO0808                          STATION DESCRIPTION
 QO0808
 QO0808'DESCRIBED BY MN HIGHWAY DEPT 1969
 QO0808'3.8 MI S FROM SODERVILLE.
 QO0808'MARK IS LOCATED 3.8 MILES SOUTH OF THE JUNCTION OF TH 65 AND COUNTY
 QO0808'ROAD 18 IN SODERVILLE, 1.0 MILES NORTH OF COUNTY ROAD 116, 0.3 MILES
 QO0808'NORTH OF COUNTY ROAD 16, IN THE SOUTHEAST CORNER OF BRIDGE NO. 6817,
 QO0808'TH 65 SOUTHBOUND OVER A CREEK.  SE 1/4 SECTION 29, T 32N, R 23W.
 QO0808
 QO0808                          STATION RECOVERY (2015)
 QO0808
 QO0808'RECOVERY NOTE BY MN DEPT OF TRANSP 2015 (KMS)
 QO0808'THE STATION IS LOCATED ABOUT 7.1 MI (11.4 KM) NORTHWEST OF CIRCLE
 QO0808'PINES, 6.5 MI (10.5 KM) SOUTH-SOUTHEAST OF CEDAR AND 1.6 MI (2.5 KM)
 QO0808'SOUTH OF HAM LAKE.
 QO0808'
 QO0808'TO REACH THE MARK IN BRIDGE ABUTMENT IN SOUTHEAST CORNER OF SOUTHBOUND
 QO0808'TRUNK HIGHWAY 65 BRIDGE NUMBER 6817 OVER A CREEK IN HAM LAKE,
 QO0808'0.9MI (1.4 KM) NORTH ALONG TRUNK HIGHWAY 65 FROM THE JUNCTION OF TRUNK
 QO0808'HIGHWAY 65 AND COUNTY ROAD 116 (BUNKER LAKE BOULEVARD NORTHEAST), AT
 QO0808'TRUNK HIGHWAY 65 MILE POINT 17.9.
 QO0808'
 QO0808'THE MARK IS LOCATED 23.5 FT (7.2 M) EAST OF SOUTHBOUND TRUNK HIGHWAY
 QO0808'65.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 QO0809 ***********************************************************************
 QO0809  DESIGNATION -  0208 P
 QO0809  PID         -  QO0809
 QO0809  STATE/COUNTY-  MN/ANOKA
 QO0809  COUNTRY     -  US
 QO0809  USGS QUAD   -  CIRCLE PINES (2019)
 QO0809
 QO0809                         *CURRENT SURVEY CONTROL
 QO0809  ______________________________________________________________________
 QO0809* NAD 83(1986) POSITION- 45 14 24.61   (N) 093 14 03.46   (W)   HD_HELD1
 QO0809* NAVD 88 ORTHO HEIGHT -   274.540 (meters)      900.72  (feet) ADJUSTED
 QO0809  ______________________________________________________________________
 QO0809  GEOID HEIGHT    -        -27.869 (meters)                     GEOID18
 QO0809  DYNAMIC HEIGHT  -        274.528 (meters)      900.68  (feet) COMP
 QO0809  MODELED GRAVITY -    980,565.2   (mgal)                       NAVD 88
 QO0809
 QO0809  VERT ORDER      -  SECOND    CLASS 0
 QO0809
 QO0809.The horizontal coordinates were determined by differentially corrected
 QO0809.hand held GPS observations or other comparable positioning techniques
 QO0809.and have an estimated accuracy of +/- 3 meters.
 QO0809
 QO0809.The orthometric height was determined by differential leveling and
 QO0809.adjusted by the NATIONAL GEODETIC SURVEY
 QO0809.in June 1991.
 QO0809
 QO0809.Significant digits in the geoid height do not necessarily reflect accuracy.
 QO0809.GEOID18 height accuracy estimate available here.
 QO0809
 QO0809.Click photographs - Photos may exist for this station.
 QO0809
 QO0809.The dynamic height is computed by dividing the NAVD 88
 QO0809.geopotential number by the normal gravity value computed on the
 QO0809.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QO0809.degrees latitude (g = 980.6199 gals.).
 QO0809
 QO0809.The modeled gravity was interpolated from observed gravity values.
 QO0809
 QO0809;                    North         East    Units  Estimated Accuracy
 QO0809;SPC MN S     -   349,198.9     860,120.1     MT  (+/- 3 meters HH1 GPS) 
 QO0809
 QO0809_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL8161109657(NAD 83)
 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
 QO0809.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QO0809.See file dsdata.pdf to determine how the superseded data were derived.
 QO0809
 QO0809_MARKER: DB = BENCH MARK DISK
 QO0809_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 QO0809_STAMPING: 0208 P 1969
 QO0809_MARK LOGO: MNHD
 QO0809_PROJECTION: PROJECTING 5 CENTIMETERS
 QO0809_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 QO0809_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QO0809_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QO0809+SATELLITE: SATELLITE OBSERVATIONS - March 11, 2015
 QO0809
 QO0809  HISTORY     - Date     Condition        Report By
 QO0809  HISTORY     - 19690401 MONUMENTED       MNHD
 QO0809  HISTORY     - 20150311 GOOD             MNDT
 QO0809
 QO0809                          STATION DESCRIPTION
 QO0809
 QO0809'DESCRIBED BY MN HIGHWAY DEPT 1969
 QO0809'THE MARK IS LOCATED 3.3 MILES SOUTH OF THE JUNCTION OF TH 65 AND
 QO0809'COUNTY ROAD 18 IN SODERVILLE, 0.25 MILES NORTH OF COUNTY ROAD 16, 65
 QO0809'FEET EAST OF TH 65 NORTHBOUND CENTERLINE STATION 757 + 31, 1 FOOT WEST
 QO0809'OF A STEEL WITNESS POST, IN A 6 FOOT PRE-CAST CONCRETE MONUMENT, SET
 QO0809'FLUSH WITH THE GROUND.  NE 1/4 SECTION 29, T32N, R23W.
 QO0809
 QO0809                          STATION RECOVERY (2015)
 QO0809
 QO0809'RECOVERY NOTE BY MN DEPT OF TRANSP 2015 (KMS)
 QO0809'THE STATION IS LOCATED ABOUT 7.5 MI (12.1 KM) NORTH-NORTHWEST OF
 QO0809'CIRCLE PINES, 6.0 MI (9.7 KM) SOUTH-SOUTHEAST OF CEDAR AND 1.1 MI
 QO0809'(1.7 KM) SOUTHWEST OF HAM LAKE.
 QO0809'
 QO0809'TO REACH THE MARK GO 0.25 MI (0.4 KM) NORTH ALONG TRUNK HIGHWAY 65
 QO0809'FROM THE JUNCTION OF TRUNK HIGHWAY 65 AND COUNTY ROAD 116 (ANDOVER
 QO0809'BOULEVARD NORTHEAST) IN HAM LAKE, AT TRUNK HIGHWAY 65 MILE POINT
 QO0809'18.45.
 QO0809'
 QO0809'THE MARK IS LOCATED 200 FT (61.0 M) SOUTHWEST OF THE SOUTHWEST CORNER
 QO0809'OF HOUSE NUMBER 14855, 65 FT (19.8 M) EAST OF NORTHBOUND TRUNK HIGHWAY
 QO0809'65, 1.0 FT (0.3 M) WEST OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 QO0812 ***********************************************************************
 QO0812  DESIGNATION -  0208 S
 QO0812  PID         -  QO0812
 QO0812  STATE/COUNTY-  MN/ANOKA
 QO0812  COUNTRY     -  US
 QO0812  USGS QUAD   -  COON LAKE BEACH (2019)
 QO0812
 QO0812                         *CURRENT SURVEY CONTROL
 QO0812  ______________________________________________________________________
 QO0812* NAD 83(1986) POSITION- 45 15 41.37   (N) 093 14 03.60   (W)   HD_HELD1
 QO0812* NAVD 88 ORTHO HEIGHT -   276.919 (meters)      908.53  (feet) ADJUSTED
 QO0812  ______________________________________________________________________
 QO0812  GEOID HEIGHT    -        -27.972 (meters)                     GEOID18
 QO0812  DYNAMIC HEIGHT  -        276.906 (meters)      908.48  (feet) COMP
 QO0812  MODELED GRAVITY -    980,559.4   (mgal)                       NAVD 88
 QO0812
 QO0812  VERT ORDER      -  SECOND    CLASS 0
 QO0812
 QO0812.The horizontal coordinates were determined by differentially corrected
 QO0812.hand held GPS observations or other comparable positioning techniques
 QO0812.and have an estimated accuracy of +/- 3 meters.
 QO0812
 QO0812.The orthometric height was determined by differential leveling and
 QO0812.adjusted by the NATIONAL GEODETIC SURVEY
 QO0812.in June 1991.
 QO0812
 QO0812.Significant digits in the geoid height do not necessarily reflect accuracy.
 QO0812.GEOID18 height accuracy estimate available here.
 QO0812
 QO0812.Click photographs - Photos may exist for this station.
 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     -   351,568.4     860,094.9     MT  (+/- 3 meters HH1 GPS) 
 QO0812
 QO0812_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL8161512026(NAD 83)
 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
 QO0812.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QO0812.See file dsdata.pdf to determine how the superseded data were derived.
 QO0812
 QO0812_MARKER: DB = BENCH MARK DISK
 QO0812_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 QO0812_STAMPING: 0208 S 1969
 QO0812_MARK LOGO: MNHD
 QO0812_PROJECTION: RECESSED 15 CENTIMETERS
 QO0812_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 QO0812_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QO0812_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QO0812+SATELLITE: SATELLITE OBSERVATIONS - March 11, 2015
 QO0812
 QO0812  HISTORY     - Date     Condition        Report By
 QO0812  HISTORY     - 19690401 MONUMENTED       MNHD
 QO0812  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 QO0812  HISTORY     - 20150311 GOOD             MNDT
 QO0812
 QO0812                          STATION DESCRIPTION
 QO0812
 QO0812'DESCRIBED BY MN HIGHWAY DEPT 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.
 QO0812
 QO0812                          STATION RECOVERY (2015)
 QO0812
 QO0812'RECOVERY NOTE BY MN DEPT OF TRANSP 2015 (KMS)
 QO0812'THE STATION IS LOCATED ABOUT 8.6 MI (13.8 KM) EAST-NORTHEAST OF ANOKA,
 QO0812'4.7 MI (7.6 KM) SOUTH-SOUTHEAST OF CEDAR AND IN HAM LAKE.
 QO0812'
 QO0812'TO REACH THE MARK GO 0.3 MI (0.5 KM) SOUTH ALONG TRUNK HIGHWAY 65
 QO0812'FROM THE JUNCTION OF TRUNK HIGHWAY 65 AND COUNTY ROAD 60 (CONSTANCE
 QO0812'BOULEVARD NORTHEAST) IN HAM LAKE, AT TRUNK HIGHWAY 65 MILE POINT 14.9.
 QO0812'THE MARK IS LOCATED 84 FT (25.6 M) WEST OF SOUTHBOUND TRUNK HIGHWAY
 QO0812'65, 130 FT (39.6 M) NORTH OF POWER POLE WITH TRANSFORMER, 1.0 FT (0.3
 QO0812'M) EAST OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 QO0813 ***********************************************************************
 QO0813  DESIGNATION -  0208 T
 QO0813  PID         -  QO0813
 QO0813  STATE/COUNTY-  MN/ANOKA
 QO0813  COUNTRY     -  US
 QO0813  USGS QUAD   -  COON LAKE BEACH (2019)
 QO0813
 QO0813                         *CURRENT SURVEY CONTROL
 QO0813  ______________________________________________________________________
 QO0813* NAD 83(1986) POSITION- 45 15 59.06   (N) 093 14 02.94   (W)   HD_HELD1
 QO0813* NAVD 88 ORTHO HEIGHT -   277.803 (meters)      911.43  (feet) ADJUSTED
 QO0813  ______________________________________________________________________
 QO0813  GEOID HEIGHT    -        -27.994 (meters)                     GEOID18
 QO0813  DYNAMIC HEIGHT  -        277.789 (meters)      911.38  (feet) COMP
 QO0813  MODELED GRAVITY -    980,558.0   (mgal)                       NAVD 88
 QO0813
 QO0813  VERT ORDER      -  SECOND    CLASS I
 QO0813
 QO0813.The horizontal coordinates were determined by differentially corrected
 QO0813.hand held GPS observations or other comparable positioning techniques
 QO0813.and have an estimated accuracy of +/- 3 meters.
 QO0813
 QO0813.The orthometric height was determined by differential leveling and
 QO0813.adjusted by the NATIONAL GEODETIC SURVEY
 QO0813.in June 1991.
 QO0813
 QO0813.Significant digits in the geoid height do not necessarily reflect accuracy.
 QO0813.GEOID18 height accuracy estimate available here.
 QO0813
 QO0813.Click photographs - Photos may exist for this station.
 QO0813
 QO0813.The dynamic height is computed by dividing the NAVD 88
 QO0813.geopotential number by the normal gravity value computed on the
 QO0813.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QO0813.degrees latitude (g = 980.6199 gals.).
 QO0813
 QO0813.The modeled gravity was interpolated from observed gravity values.
 QO0813
 QO0813;                    North         East    Units  Estimated Accuracy
 QO0813;SPC MN S     -   352,114.7     860,104.2     MT  (+/- 3 meters HH1 GPS) 
 QO0813
 QO0813_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL8163112572(NAD 83)
 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
 QO0813.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QO0813.See file dsdata.pdf to determine how the superseded data were derived.
 QO0813
 QO0813_MARKER: DB = BENCH MARK DISK
 QO0813_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 QO0813_STAMPING: 0208 T 1969
 QO0813_MARK LOGO: MNHD
 QO0813_PROJECTION: RECESSED 10 CENTIMETERS
 QO0813_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 QO0813_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QO0813_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QO0813+SATELLITE: SATELLITE OBSERVATIONS - March 11, 2015
 QO0813
 QO0813  HISTORY     - Date     Condition        Report By
 QO0813  HISTORY     - 1969     MONUMENTED       MNHD
 QO0813  HISTORY     - 20051027 GOOD             MNDT
 QO0813  HISTORY     - 20150311 GOOD             MNDT
 QO0813
 QO0813                          STATION DESCRIPTION
 QO0813
 QO0813'DESCRIBED BY MN HIGHWAY DEPT 1969
 QO0813'THE MARK IS LOCATED 1.4 MILES SOUTH OF THE JUNCTION OF TH 65 AND
 QO0813'COUNTY ROAD 18 IN SODERVILLE, 71 FEET NORTH OF COUNTY ROAD 60, 75 FEET
 QO0813'EAST OF TH 65 NORTH BOUND CENTERLINE, 1 FOOT WEST OF A STEEL WITNESS
 QO0813'POST, IN A 6 FOOT PRE-CAST CONCRETE MONUMENT, SET FLUSH WITH THE
 QO0813'GROUND. NE 1/4 SECTION 17, T32N, R23W.
 QO0813
 QO0813                          STATION RECOVERY (2005)
 QO0813
 QO0813'RECOVERY NOTE BY MN DEPT OF TRANSP 2005 (GJF)
 QO0813'THE MARK IS LOCATED ABOUT 8.7 MI (14.0 KM) SOUTHWEST OF LINWOOD AND
 QO0813'4.5 MI (7.2 KM) SOUTHEAST OF CEDAR AT HAM LAKE, 1.4 MI (2.3 KM) SOUTH
 QO0813'OF THE JUNCTION OF TRUNK HIGHWAY 65 AND COUNTY ROAD 18, 71 FT (21.6 M)
 QO0813'NORTH OF COUNTY ROAD 60, 75 FT (22.9 M) EAST OF NORTHBOUND TRUNK
 QO0813'HIGHWAY 65, AT TRUNK HIGHWAY 65 MILE POINT 20.2, 28 FT (8.5 M)
 QO0813'NORTHWEST OF NORTHWEST BOLT ON CONOCO SIGN, 46 FT (14.0 M) NORTHEAST
 QO0813'OF NORTHEAST BOLT ON SIGNAL LIGHT BASE IN NORTHEAST QUADRANT OF THE
 QO0813'JUNCTION OF TRUNK HIGHWAY 65 AND COUNTY ROAD 18.
 QO0813
 QO0813                          STATION RECOVERY (2015)
 QO0813
 QO0813'RECOVERY NOTE BY MN DEPT OF TRANSP 2015 (KMS)
 QO0813'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 QO0814 ***********************************************************************
 QO0814  DESIGNATION -  0208 U
 QO0814  PID         -  QO0814
 QO0814  STATE/COUNTY-  MN/ANOKA
 QO0814  COUNTRY     -  US
 QO0814  USGS QUAD   -  COON LAKE BEACH (2019)
 QO0814
 QO0814                         *CURRENT SURVEY CONTROL
 QO0814  ______________________________________________________________________
 QO0814* NAD 83(1986) POSITION- 45 16 41.04   (N) 093 14 03.33   (W)   HD_HELD1
 QO0814* NAVD 88 ORTHO HEIGHT -   278.210 (meters)      912.76  (feet) ADJUSTED
 QO0814  ______________________________________________________________________
 QO0814  GEOID HEIGHT    -        -28.048 (meters)                     GEOID18
 QO0814  DYNAMIC HEIGHT  -        278.195 (meters)      912.71  (feet) COMP
 QO0814  MODELED GRAVITY -    980,554.7   (mgal)                       NAVD 88
 QO0814
 QO0814  VERT ORDER      -  SECOND    CLASS I
 QO0814
 QO0814.The horizontal coordinates were determined by differentially corrected
 QO0814.hand held GPS observations or other comparable positioning techniques
 QO0814.and have an estimated accuracy of +/- 3 meters.
 QO0814
 QO0814.The orthometric height was determined by differential leveling and
 QO0814.adjusted by the NATIONAL GEODETIC SURVEY
 QO0814.in September 2016.
 QO0814
 QO0814.Significant digits in the geoid height do not necessarily reflect accuracy.
 QO0814.GEOID18 height accuracy estimate available here.
 QO0814
 QO0814.Click photographs - Photos may exist for this station.
 QO0814
 QO0814.The dynamic height is computed by dividing the NAVD 88
 QO0814.geopotential number by the normal gravity value computed on the
 QO0814.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QO0814.degrees latitude (g = 980.6199 gals.).
 QO0814
 QO0814.The modeled gravity was interpolated from observed gravity values.
 QO0814
 QO0814;                    North         East    Units  Estimated Accuracy
 QO0814;SPC MN S     -   353,410.5     860,083.5     MT  (+/- 3 meters HH1 GPS) 
 QO0814
 QO0814_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL8162613867(NAD 83)
 QO0814
 QO0814                          SUPERSEDED SURVEY CONTROL
 QO0814
 QO0814  NAVD 88 (06/15/91)  278.216  (m)          912.78   (f) SUPERSEDED  2 1
 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
 QO0814.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QO0814.See file dsdata.pdf to determine how the superseded data were derived.
 QO0814
 QO0814_MARKER: DB = BENCH MARK DISK
 QO0814_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 QO0814_STAMPING: 0208 U 1969
 QO0814_MARK LOGO: MNHD
 QO0814_PROJECTION: RECESSED 15 CENTIMETERS
 QO0814_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 QO0814_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QO0814_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QO0814+SATELLITE: SATELLITE OBSERVATIONS - March 11, 2015
 QO0814
 QO0814  HISTORY     - Date     Condition        Report By
 QO0814  HISTORY     - 1969     MONUMENTED       MNHD
 QO0814  HISTORY     - 20051027 GOOD             MNDT
 QO0814  HISTORY     - 20150311 GOOD             MNDT
 QO0814
 QO0814                          STATION DESCRIPTION
 QO0814
 QO0814'DESCRIBED BY MN HIGHWAY DEPT 1969
 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, T32N, R23W.
 QO0814
 QO0814                          STATION RECOVERY (2005)
 QO0814
 QO0814'RECOVERY NOTE BY MN DEPT OF TRANSP 2005 (GJF)
 QO0814'THE MARK IS LOCATED ABOUT 8.1 MI (13.0 KM) SOUTHWEST OF LINWOOD AND
 QO0814'3.8 MI (6.1 KM) SOUTHEAST OF CEDAR AT HAM LAKE.
 QO0814'
 QO0814'0.7 MI (1.1 KM) SOUTH OF THE JUNCTION OF TRUNK HIGHWAY 65 AND COUNTY
 QO0814'ROAD 18, IN NORTHEAST QUADRANT OF THE JUNCTION OF TRUNK HIGHWAY 65 AND
 QO0814'169TH AVENUE NORTHEAST, 65 FT (19.8 M) EAST OF NORTHBOUND TRUNK
 QO0814'HIGHWAY 65, AT TRUNK HIGHWAY MILE POINT 21.05, STRAIGHT OUT FROM
 QO0814'GARAGE ATTACHED TO HOUSE NUMBER 16933, 48 FT (14.6 M) SOUTH-SOUTHEAST
 QO0814'OF SOUTH END OF METAL CULVERT UNDER ENTRANCE EAST, 46 FT (14.0 M)
 QO0814'SOUTHWEST OF POWER POLE.
 QO0814
 QO0814                          STATION RECOVERY (2015)
 QO0814
 QO0814'RECOVERY NOTE BY MN DEPT OF TRANSP 2015 (KMS)
 QO0814'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 QO0815 ***********************************************************************
 QO0815  DESIGNATION -  0208 V
 QO0815  PID         -  QO0815
 QO0815  STATE/COUNTY-  MN/ANOKA
 QO0815  COUNTRY     -  US
 QO0815  USGS QUAD   -  COON LAKE BEACH (2019)
 QO0815
 QO0815                         *CURRENT SURVEY CONTROL
 QO0815  ______________________________________________________________________
 QO0815* NAD 83(1986) POSITION- 45 17 14.6    (N) 093 14 06.4    (W)   HD_HELD2
 QO0815* NAVD 88 ORTHO HEIGHT -   277.232 (meters)      909.55  (feet) ADJUSTED
 QO0815  ______________________________________________________________________
 QO0815  GEOID HEIGHT    -        -28.091 (meters)                     GEOID18
 QO0815  DYNAMIC HEIGHT  -        277.216 (meters)      909.50  (feet) COMP
 QO0815  MODELED GRAVITY -    980,551.1   (mgal)                       NAVD 88
 QO0815
 QO0815  VERT ORDER      -  SECOND    CLASS 0
 QO0815
 QO0815.The horizontal coordinates were established by autonomous hand held GPS
 QO0815.observations and have an estimated accuracy of +/- 10 meters.
 QO0815
 QO0815.The orthometric height was determined by differential leveling and
 QO0815.adjusted by the NATIONAL GEODETIC SURVEY
 QO0815.in June 1991.
 QO0815
 QO0815.Significant digits in the geoid height do not necessarily reflect accuracy.
 QO0815.GEOID18 height accuracy estimate available here.
 QO0815
 QO0815.Click photographs - Photos may exist for this station.
 QO0815
 QO0815.The dynamic height is computed by dividing the NAVD 88
 QO0815.geopotential number by the normal gravity value computed on the
 QO0815.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QO0815.degrees latitude (g = 980.6199 gals.).
 QO0815
 QO0815.The modeled gravity was interpolated from observed gravity values.
 QO0815
 QO0815;                    North         East    Units  Estimated Accuracy
 QO0815;SPC MN S     -   354,446.      860,007.      MT  (+/- 10 meters HH2 GPS)
 QO0815
 QO0815_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL8156214903(NAD 83)
 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
 QO0815.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QO0815.See file dsdata.pdf to determine how the superseded data were derived.
 QO0815
 QO0815_MARKER: DB = BENCH MARK DISK
 QO0815_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 QO0815_STAMPING: 0208 V 1969
 QO0815_MARK LOGO: MNHD
 QO0815_PROJECTION: RECESSED 30 CENTIMETERS
 QO0815_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 QO0815_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QO0815_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 QO0815+SATELLITE: SATELLITE OBSERVATIONS - March 11, 2015
 QO0815
 QO0815  HISTORY     - Date     Condition        Report By
 QO0815  HISTORY     - 19690401 MONUMENTED       MNHD
 QO0815  HISTORY     - 1987     GOOD             USPSQD
 QO0815  HISTORY     - 20150311 GOOD             MNDT
 QO0815
 QO0815                          STATION DESCRIPTION
 QO0815
 QO0815'DESCRIBED BY MN HIGHWAY DEPT 1969
 QO0815'IN SODERVILLE.
 QO0815'MARK IS LOCATED AT SODERVILLE, 226 FEET SOUTH OF COUNTY ROAD 18, 136
 QO0815'FEET WEST OF TH 65 SOUTHBOUND CENTERLINE, 67 FEET WEST OF THE WEST
 QO0815'FRONTAGE ROAD CENTERLINE, NEAR THE SOUTHEAST CORNER OF A CEMETARY, 29
 QO0815'FEET SOUTH OF A PINE TREE, 6 FEET EAST OF A FENCE CORNER, 2 FEET NORTH
 QO0815'OF A FENCE LINE, 2 FEET EAST OF A STEEL WITNESS POST, IN A 6 FOOT
 QO0815'PRE-CAST CONCRETE MONUMENT SET FLUSH WITH THE GROUND AT THE SOUTH EDGE
 QO0815'OF THE CEMETARY ENTRANCE.  SE 1/4 SECTION 5, T 32N, R 23W.
 QO0815
 QO0815                          STATION RECOVERY (1987)
 QO0815
 QO0815'RECOVERY NOTE BY US POWER SQUADRON 1987 (MAB)
 QO0815'RECOVERED IN GOOD CONDITION.
 QO0815
 QO0815                          STATION RECOVERY (2015)
 QO0815
 QO0815'RECOVERY NOTE BY MN DEPT OF TRANSP 2015 (KMS)
 QO0815'IN HAM LAKE, 0.05 MI (0.1 KM) SOUTH ALONG TRUNK HIGHWAY 65  FROM THE
 QO0815'JUNCTION OF TRUNK HIGHWAY 65 AND COUNTY ROAD 18 (CROSSTOWN BOULEVARD),
 QO0815'136 FT (41.5 M) WEST OF SOUTHBOUND TRUNK HIGHWAY 65, AT NORTH ENTRANCE
 QO0815'TO HARDWARE HANK, 226 FT (68.9 M) SOUTH OF COUNTY ROAD 18, 56.7 FT
 QO0815'(17.3 M) SOUTHEAST OF FLAG POLE, NEAR SOUTHEAST CORNER OF CEMETERY,
 QO0815'10.5 FT (3.2 M) NORTH OF BACK OF CURB, ON EAST EAST SIDE BASE OF 12
 QO0815'INCH TREE.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DO4912 ***********************************************************************
 DO4912  DESIGNATION -  0209 B
 DO4912  PID         -  DO4912
 DO4912  STATE/COUNTY-  MN/ANOKA
 DO4912  COUNTRY     -  US
 DO4912  USGS QUAD   -  ANOKA (2019)
 DO4912
 DO4912                         *CURRENT SURVEY CONTROL
 DO4912  ______________________________________________________________________
 DO4912* NAD 83(2011) POSITION- 45 12 15.57099(N) 093 23 25.01291(W)   ADJUSTED
 DO4912* NAD 83(2011) ELLIP HT-   240.546 (meters)        (05/13/13)   ADJUSTED
 DO4912* NAD 83(2011) EPOCH   -  2010.00
 DO4912* NAVD 88 ORTHO HEIGHT -   268.562 (meters)      881.11  (feet) ADJUSTED
 DO4912  ______________________________________________________________________
 DO4912  GEOID HEIGHT    -        -28.020 (meters)                     GEOID18
 DO4912  NAD 83(2011) X  -   -266,215.786 (meters)                     COMP
 DO4912  NAD 83(2011) Y  - -4,493,796.681 (meters)                     COMP
 DO4912  NAD 83(2011) Z  -  4,503,547.026 (meters)                     COMP
 DO4912  LAPLACE CORR    -          4.36  (seconds)                    DEFLEC18
 DO4912  DYNAMIC HEIGHT  -        268.542 (meters)      881.04  (feet) COMP
 DO4912  MODELED GRAVITY -    980,536.6   (mgal)                       NAVD 88
 DO4912
 DO4912  VERT ORDER      -  SECOND    CLASS I
 DO4912
 DO4912  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DO4912  Standards:
 DO4912         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DO4912            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DO4912  -------------------------------------------------------------------
 DO4912  NETWORK    0.56   2.08           0.25   0.20   1.06      0.29605433
 DO4912  -------------------------------------------------------------------
 DO4912  Click here for local accuracies and other accuracy information.
 DO4912
 DO4912.The horizontal coordinates were established by GPS observations
 DO4912.and adjusted by the MN DEPT OF TRANSP in May 2013.
 DO4912
 DO4912.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DO4912.been affixed to the stable North American tectonic plate. See 
 DO4912.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DO4912
 DO4912.The horizontal coordinates are valid at the epoch date displayed above
 DO4912.which is a decimal equivalence of Year/Month/Day.
 DO4912
 DO4912.The orthometric height was determined by differential leveling and
 DO4912.adjusted by the NATIONAL GEODETIC SURVEY
 DO4912.in September 2013.
 DO4912
 DO4912.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO4912.GEOID18 height accuracy estimate available here.
 DO4912
 DO4912.Click photographs - Photos may exist for this station.
 DO4912
 DO4912.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DO4912
 DO4912.The Laplace correction was computed from DEFLEC18 derived deflections.
 DO4912
 DO4912.The ellipsoidal height was determined by GPS observations
 DO4912.and is referenced to NAD 83.
 DO4912
 DO4912.The dynamic height is computed by dividing the NAVD 88
 DO4912.geopotential number by the normal gravity value computed on the
 DO4912.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO4912.degrees latitude (g = 980.6199 gals.).
 DO4912
 DO4912.The modeled gravity was interpolated from observed gravity values.
 DO4912
 DO4912. The following values were computed from the NAD 83(2011) position.
 DO4912
 DO4912;                    North         East     Units Scale Factor Converg.
 DO4912;SPC MN S     -   345,112.357   847,902.640   MT  0.99999733   +0 25 38.5
 DO4912;SPC MN S     - 1,132,256.12  2,781,827.24   sFT  0.99999733   +0 25 38.5
 DO4912;UTM  15      - 5,005,722.835   469,349.383   MT  0.99961155   -0 16 37.0
 DO4912
 DO4912!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DO4912!SPC MN S     -   0.99996229  x   0.99999733  =   0.99995962
 DO4912!UTM  15      -   0.99996229  x   0.99961155  =   0.99957385
 DO4912
 DO4912:                Primary Azimuth Mark                     Grid Az
 DO4912:SPC MN S     -  FANT AZ MK                               285 09 21.3
 DO4912:UTM  15      -  FANT AZ MK                               285 51 36.8
 DO4912
 DO4912_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL6934905722(NAD 83)
 DO4912
 DO4912|---------------------------------------------------------------------|
 DO4912| PID    Reference Object                     Distance      Geod. Az  |
 DO4912|                                                           dddmmss.s |
 DO4912| DO4909 0209 A                              APPROX. 0.6 KM 1992830.5 |
 DO4912| QO1764 FANT AZ MK                          448.184 METERS 2853459.8 |
 DO4912|---------------------------------------------------------------------|
 DO4912
 DO4912                          SUPERSEDED SURVEY CONTROL
 DO4912
 DO4912  NAVD 88             268.56   (m)          881.1    (f) LEVELING    3  
 DO4912
 DO4912.Superseded values are not recommended for survey control.
 DO4912
 DO4912.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DO4912.See file dsdata.pdf to determine how the superseded data were derived.
 DO4912
 DO4912_MARKER: F = FLANGE-ENCASED ROD
 DO4912_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DO4912_STAMPING: 0209 B 2012
 DO4912_MARK LOGO: MNDT
 DO4912_PROJECTION: RECESSED 3 CENTIMETERS
 DO4912_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DO4912_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DO4912_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DO4912+SATELLITE: SATELLITE OBSERVATIONS - October 14, 2014
 DO4912_ROD/PIPE-DEPTH: 12.8 meters
 DO4912
 DO4912  HISTORY     - Date     Condition        Report By
 DO4912  HISTORY     - 20120409 MONUMENTED       MNDT
 DO4912  HISTORY     - 20120606 GOOD             MNDT
 DO4912  HISTORY     - 20141014 GOOD             MNDT
 DO4912
 DO4912                          STATION DESCRIPTION
 DO4912
 DO4912'DESCRIBED BY MN DEPT OF TRANSP 2012 (JBG)
 DO4912'THE BENCH MARK IS LOCATED ABOUT 12.9 KM (8.0 MI) EAST OF ROGERS, 9.5
 DO4912'KM (5.9 MI) NORTH OF OSSEO AND IN THE TOWN OF ANOKA, MN.
 DO4912'
 DO4912'IN ANOKA, AT THE JUNCTION OF TRUNK HIGHWAY 169 AND TRUNK HIGHWAY 10 IN
 DO4912'ANOKA, AT TRUNK HIGHWAY 169 MILE POINT 146.8, 40.6 FT (12.4 M) WEST OF
 DO4912'SOUTHBOUND TRUNK HIGHWAY 169.
 DO4912'
 DO4912'THE BENCH MARK IS FOUND 67.5 FT (20.6 M) SOUTH OF RAMP FROM TRUNK
 DO4912'HIGHWAY 10 EASTBOUND TO TRUNK HIGHWAY 169 SOUTHBOUND, 2.8 FT (0.9 M)
 DO4912'NORTH OF RIGHT-OF-WAY FENCE AND 1.5 FT (0.5 M) NORTH OF A WITNESS
 DO4912'POST.
 DO4912
 DO4912                          STATION RECOVERY (2012)
 DO4912
 DO4912'RECOVERY NOTE BY MN DEPT OF TRANSP 2012 (JXD)
 DO4912'IN ANOKA, AT JUNCTION OF TRUNK HIGHWAY 169 AND TRUNK HIGHWAY 10 IN
 DO4912'ANOKA, AT TRUNK HIGHWAY 169 MILEPOINT 146.8, 40.6 FEET WEST OF
 DO4912'SOUTHBOUND TRUNK HIGHWAY 169, 67.5 FEET SOUTH OF RAMP FROM TRUNK
 DO4912'HIGHWAY 10 EASTBOUND TO TRUNK HIGHWAY 169 SOUTHBOUND, 2.8 FEET NORTH
 DO4912'OF RIGHT-OF-WAY FENCE, 1.5 FEET NORTH OF WITNESS POST.
 DO4912
 DO4912                          STATION RECOVERY (2014)
 DO4912
 DO4912'RECOVERY NOTE BY MN DEPT OF TRANSP 2014 (KMS)
 DO4912'RECOVERED AS DESCRIBED.
 DO4912'
 DO4912'NOTE - THE STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM
 DO4912'ROD DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION REMOVABLE
 DO4912'DISK SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH
 DO4912'PVC PIPE BACK FILLED WITH WASHED SAND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 QO2130 ***********************************************************************
 QO2130  DESIGNATION -  0212 B
 QO2130  PID         -  QO2130
 QO2130  STATE/COUNTY-  MN/ANOKA
 QO2130  COUNTRY     -  US
 QO2130  USGS QUAD   -  ANOKA (2019)
 QO2130
 QO2130                         *CURRENT SURVEY CONTROL
 QO2130  ______________________________________________________________________
 QO2130* NAD 83(2011) POSITION- 45 11 52.52145(N) 093 22 54.64204(W)   ADJUSTED
 QO2130* NAD 83(2011) ELLIP HT-   239.538 (meters)        (12/24/14)   ADJUSTED
 QO2130* NAD 83(2011) EPOCH   -  2010.00
 QO2130* NAVD 88 ORTHO HEIGHT -   267.515 (meters)      877.67  (feet) ADJUSTED
 QO2130  ______________________________________________________________________
 QO2130  GEOID HEIGHT    -        -27.972 (meters)                     GEOID18
 QO2130  NAD 83(2011) X  -   -265,583.851 (meters)                     COMP
 QO2130  NAD 83(2011) Y  - -4,494,339.175 (meters)                     COMP
 QO2130  NAD 83(2011) Z  -  4,503,044.910 (meters)                     COMP
 QO2130  LAPLACE CORR    -          4.73  (seconds)                    DEFLEC18
 QO2130  DYNAMIC HEIGHT  -        267.497 (meters)      877.61  (feet) COMP
 QO2130  MODELED GRAVITY -    980,540.5   (mgal)                       NAVD 88
 QO2130
 QO2130  VERT ORDER      -  SECOND    CLASS I
 QO2130
 QO2130  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 QO2130  Standards:
 QO2130         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 QO2130            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 QO2130  -------------------------------------------------------------------
 QO2130  NETWORK    0.58   0.74           0.26   0.21   0.38      0.07506463
 QO2130  -------------------------------------------------------------------
 QO2130  Click here for local accuracies and other accuracy information.
 QO2130
 QO2130.The horizontal coordinates were established by GPS observations
 QO2130.and adjusted by the MN DEPT OF TRANSP in December 2014.
 QO2130
 QO2130.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 QO2130.been affixed to the stable North American tectonic plate. See 
 QO2130.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 QO2130
 QO2130.The horizontal coordinates are valid at the epoch date displayed above
 QO2130.which is a decimal equivalence of Year/Month/Day.
 QO2130
 QO2130.The orthometric height was determined by differential leveling and
 QO2130.adjusted by the NATIONAL GEODETIC SURVEY
 QO2130.in September 2013.
 QO2130
 QO2130.No vertical observational check was made to the station.
 QO2130
 QO2130.Significant digits in the geoid height do not necessarily reflect accuracy.
 QO2130.GEOID18 height accuracy estimate available here.
 QO2130
 QO2130.Click photographs - Photos may exist for this station.
 QO2130
 QO2130.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 QO2130
 QO2130.The Laplace correction was computed from DEFLEC18 derived deflections.
 QO2130
 QO2130.The ellipsoidal height was determined by GPS observations
 QO2130.and is referenced to NAD 83.
 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. The following values were computed from the NAD 83(2011) position.
 QO2130
 QO2130;                    North         East     Units Scale Factor Converg.
 QO2130;SPC MN S     -   344,405.795   848,570.812   MT  0.99999596   +0 25 59.8
 QO2130;SPC MN S     - 1,129,938.01  2,784,019.41   sFT  0.99999596   +0 25 59.8
 QO2130;UTM  15      - 5,005,008.389   470,008.566   MT  0.99961106   -0 16 15.4
 QO2130
 QO2130!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QO2130!SPC MN S     -   0.99996245  x   0.99999596  =   0.99995841
 QO2130!UTM  15      -   0.99996245  x   0.99961106  =   0.99957352
 QO2130
 QO2130_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL7000805008(NAD 83)
 QO2130
 QO2130                          SUPERSEDED SURVEY CONTROL
 QO2130
 QO2130  NAVD 88 (06/15/91)  267.518  (m)          877.68   (f) SUPERSEDED  2 2
 QO2130
 QO2130.Superseded values are not recommended for survey control.
 QO2130
 QO2130.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QO2130.See file dsdata.pdf to determine how the superseded data were derived.
 QO2130
 QO2130_MARKER: DV = VERTICAL CONTROL DISK
 QO2130_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 QO2130_STAMPING: 0212 B 1980
 QO2130_MARK LOGO: MNHD
 QO2130_PROJECTION: PROJECTING 8 CENTIMETERS
 QO2130_MAGNETIC: I = MARKER IS A STEEL ROD
 QO2130_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QO2130_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 QO2130+SATELLITE: SATELLITE OBSERVATIONS - March 28, 2012
 QO2130
 QO2130  HISTORY     - Date     Condition        Report By
 QO2130  HISTORY     - 19791101 MONUMENTED       MNHD
 QO2130  HISTORY     - 20051112 GOOD             USPSQD
 QO2130  HISTORY     - 20110517 GOOD             MNDT
 QO2130  HISTORY     - 20120328 GOOD             MNDT
 QO2130
 QO2130                          STATION DESCRIPTION
 QO2130
 QO2130'DESCRIBED BY MN HIGHWAY DEPT 1979
 QO2130'IN ANOKA.
 QO2130'THE MARK IS LOCATED IN THE TOWN OF ANOKA, IN THE SW 1/4 OF SECTION 6,
 QO2130'T31N, R24W, BETWEEN NORTH 5TH AVENUE AND NORTH 6TH AVENUE, 0.6 MILE
 QO2130'EAST ALONG TRUNK HIGHWAY 242 (MAIN STREET) FROM ITS JUNCTION WITH
 QO2130'FERRY STREET IN ANOKA.  THE MARK, A STANDARD MNDT VERTICAL CONTROL
 QO2130'MONUMENT DISK STAMPED---0212 B 1980---, IS SET ON THE TOP OF AN 8
 QO2130'FOOT COPPER-CLAD STEEL (MAGNETIC) ROD WITH 4 INCHES OF STEEL SIGN
 QO2130'BOLTED TO THE BOTTOM, AND SET IN 8 INCHES OF CONCRETE IN A 6 INCH
 QO2130'DIAMETER HOLE AND IS BURIED 1 INCH BELOW THE BITUMINOUS SURFACE.  THE
 QO2130'MARK IS 37 FEET NORTH OF THE CENTERLINE OF TRUNK HIGHWAY 242, 82 FEET
 QO2130'SOUTHEAST OF THE SOUTHEAST CORNER OF A PAROCHIAL SCHOOL, AND 2 FEET
 QO2130'NORTH OF THE EAST GATE POST OF AN ENTRANCE TO A BITUMINOUS PARKING
 QO2130'LOT AND SCHOOL PLAYGROUND.
 QO2130
 QO2130                          STATION RECOVERY (2005)
 QO2130
 QO2130'RECOVERY NOTE BY US POWER SQUADRON 2005
 QO2130'RECOVERED IN GOOD CONDITION.
 QO2130
 QO2130                          STATION RECOVERY (2011)
 QO2130
 QO2130'RECOVERY NOTE BY MN DEPT OF TRANSP 2011 (PJG)
 QO2130'RECOVERED AS DESCRIBED.
 QO2130
 QO2130                          STATION RECOVERY (2012)
 QO2130
 QO2130'RECOVERY NOTE BY MN DEPT OF TRANSP 2012 (JBG)
 QO2130'IN ANOKA, 0.6 MI (1.0 KM) EAST OF THE JUNCTION OF MAIN STREET AND
 QO2130'FERRY STREET, BETWEEN NORTH FIFTH AVENUE AND NORTH SIXTH AVENUE, 37 FT
 QO2130'(11.3 M) NORTH OF MAIN STREET, 82.0 FT (25.0 M) SOUTHEAST OF THE
 QO2130'SOUTHEAST CORNER OF SCHOOL, 2.0 FT (0.6 M) SOUTHWEST OF EAST GATE
 QO2130'POST.  MARK SET IN 1979 AND STAMPED WHEN FIRST USED IN 1990.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 QO2136 ***********************************************************************
 QO2136  DESIGNATION -  0212 G
 QO2136  PID         -  QO2136
 QO2136  STATE/COUNTY-  MN/ANOKA
 QO2136  COUNTRY     -  US
 QO2136  USGS QUAD   -  COON RAPIDS (2019)
 QO2136
 QO2136                         *CURRENT SURVEY CONTROL
 QO2136  ______________________________________________________________________
 QO2136* NAD 83(1986) POSITION- 45 11 49.95   (N) 093 18 26.45   (W)   HD_HELD1
 QO2136* NAVD 88 ORTHO HEIGHT -   268.604 (meters)      881.25  (feet) ADJUSTED
 QO2136  ______________________________________________________________________
 QO2136  GEOID HEIGHT    -        -27.810 (meters)                     GEOID18
 QO2136  DYNAMIC HEIGHT  -        268.589 (meters)      881.20  (feet) COMP
 QO2136  MODELED GRAVITY -    980,555.1   (mgal)                       NAVD 88
 QO2136
 QO2136  VERT ORDER      -  SECOND    CLASS I
 QO2136
 QO2136.The horizontal coordinates were determined by differentially corrected
 QO2136.hand held GPS observations or other comparable positioning techniques
 QO2136.and have an estimated accuracy of +/- 3 meters.
 QO2136
 QO2136.The orthometric height was determined by differential leveling and
 QO2136.adjusted by the NATIONAL GEODETIC SURVEY
 QO2136.in September 2013.
 QO2136
 QO2136.No vertical observational check was made to the station.
 QO2136
 QO2136.Significant digits in the geoid height do not necessarily reflect accuracy.
 QO2136.GEOID18 height accuracy estimate available here.
 QO2136
 QO2136.Click photographs - Photos may exist for this station.
 QO2136
 QO2136.The dynamic height is computed by dividing the NAVD 88
 QO2136.geopotential number by the normal gravity value computed on the
 QO2136.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QO2136.degrees latitude (g = 980.6199 gals.).
 QO2136
 QO2136.The modeled gravity was interpolated from observed gravity values.
 QO2136
 QO2136;                    North         East    Units  Estimated Accuracy
 QO2136;SPC MN S     -   344,373.3     854,424.9     MT  (+/- 3 meters HH1 GPS) 
 QO2136
 QO2136_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL7585904904(NAD 83)
 QO2136
 QO2136                          SUPERSEDED SURVEY CONTROL
 QO2136
 QO2136  NAVD 88 (06/15/91)  268.610  (m)          881.26   (f) SUPERSEDED  2 2
 QO2136
 QO2136.Superseded values are not recommended for survey control.
 QO2136
 QO2136.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QO2136.See file dsdata.pdf to determine how the superseded data were derived.
 QO2136
 QO2136_MARKER: DV = VERTICAL CONTROL DISK
 QO2136_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 QO2136_STAMPING: 0212 G 1980
 QO2136_MARK LOGO: MNHD
 QO2136_PROJECTION: FLUSH
 QO2136_MAGNETIC: I = MARKER IS A STEEL ROD
 QO2136_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QO2136_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 QO2136+SATELLITE: SATELLITE OBSERVATIONS - May 17, 2011
 QO2136
 QO2136  HISTORY     - Date     Condition        Report By
 QO2136  HISTORY     - 19791101 MONUMENTED       MNDT
 QO2136  HISTORY     - 20051112 GOOD             USPSQD
 QO2136  HISTORY     - 20110517 GOOD             MNDT
 QO2136
 QO2136                          STATION DESCRIPTION
 QO2136
 QO2136'DESCRIBED BY MN DEPT OF TRANSP 1979
 QO2136'THE MARK IS LOCATED IN TOWN, 1.6 MILES EAST ALONG TRUNK HIGHWAY
 QO2136'242 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.
 QO2136
 QO2136                          STATION RECOVERY (2011)
 QO2136
 QO2136'RECOVERY NOTE BY MN DEPT OF TRANSP 2011 (PJG)
 QO2136'TO REACH THE MARK GO 1.6 MI (2.6 KM) EAST OF THE JUNCTION OF TRUNK
 QO2136'HIGHWAY 10/TRUNK HIGHWAY 47 AND COUNTY ROAD 14 (MAIN STREET), IN
 QO2136'SOUTHWEST QUADRANT OF THE JUNCTION OF COUNTY ROAD 14 (MAIN STREET) AND
 QO2136'HANSON BOULEVARD.
 QO2136'
 QO2136'LOCATED 181 FT (55.2 M) WEST HANSON BOULEVARD (COUNTY ROAD 78), 69 FT
 QO2136'(21.0 M) SOUTH OF COUNTY ROAD 14 (MAIN STREET), 32 FT (9.8 M)
 QO2136'SOUTHEAST OF SOUTH LEG OF ADOPT A HIGHWAY SIGN POST, 12 FT (3.7 M)
 QO2136'WEST OF POWER POLE WITH ANCHOR, 1.0 FT (0.3 M) NORTH OF A WITNESS
 QO2136'POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 QO2137 ***********************************************************************
 QO2137  DESIGNATION -  0212 H
 QO2137  PID         -  QO2137
 QO2137  STATE/COUNTY-  MN/ANOKA
 QO2137  COUNTRY     -  US
 QO2137  USGS QUAD   -  COON RAPIDS (2019)
 QO2137
 QO2137                         *CURRENT SURVEY CONTROL
 QO2137  ______________________________________________________________________
 QO2137* NAD 83(1986) POSITION- 45 11 46.95   (N) 093 17 49.19   (W)   HD_HELD1
 QO2137* NAVD 88 ORTHO HEIGHT -   269.260 (meters)      883.40  (feet) ADJUSTED
 QO2137  ______________________________________________________________________
 QO2137  GEOID HEIGHT    -        -27.782 (meters)                     GEOID18
 QO2137  DYNAMIC HEIGHT  -        269.246 (meters)      883.35  (feet) COMP
 QO2137  MODELED GRAVITY -    980,557.4   (mgal)                       NAVD 88
 QO2137
 QO2137  VERT ORDER      -  SECOND    CLASS II
 QO2137
 QO2137.The horizontal coordinates were determined by differentially corrected
 QO2137.hand held GPS observations or other comparable positioning techniques
 QO2137.and have an estimated accuracy of +/- 3 meters.
 QO2137
 QO2137.The orthometric height was determined by differential leveling and
 QO2137.adjusted by the NATIONAL GEODETIC SURVEY
 QO2137.in June 1991.
 QO2137
 QO2137.Significant digits in the geoid height do not necessarily reflect accuracy.
 QO2137.GEOID18 height accuracy estimate available here.
 QO2137
 QO2137.Click photographs - Photos may exist for this station.
 QO2137
 QO2137.The dynamic height is computed by dividing the NAVD 88
 QO2137.geopotential number by the normal gravity value computed on the
 QO2137.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QO2137.degrees latitude (g = 980.6199 gals.).
 QO2137
 QO2137.The modeled gravity was interpolated from observed gravity values.
 QO2137
 QO2137;                    North         East    Units  Estimated Accuracy
 QO2137;SPC MN S     -   344,287.7     855,239.0     MT  (+/- 3 meters HH1 GPS) 
 QO2137
 QO2137_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL7667204808(NAD 83)
 QO2137
 QO2137                          SUPERSEDED SURVEY CONTROL
 QO2137
 QO2137.No superseded survey control is available for this station.
 QO2137
 QO2137_MARKER: DV = VERTICAL CONTROL DISK
 QO2137_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 QO2137_SP_SET: TRANSMISSION POLE BASE
 QO2137_STAMPING: 0212 H 1980
 QO2137_MARK LOGO: MNHD
 QO2137_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 QO2137_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 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       MNHD
 QO2137  HISTORY     - 20051112 GOOD             USPSQD
 QO2137
 QO2137                          STATION DESCRIPTION
 QO2137
 QO2137'DESCRIBED BY MN HIGHWAY DEPT 1980
 QO2137'THE MARK IS LOCATED IN TOWN, 2.0 MILES EAST MEASURED ALONG TRUNK
 QO2137'HIGHWAY 242 FROM ITS JUNCTION WITH TRUNK HIGHWAY 10 AND TRUNK HIGHWAY
 QO2137'47, IN THE NORTHWEST 1/4 OF SECTION 11, T31N, R24W.  THE MARK, A
 QO2137'STANDARD DISK STAMPED---0212 H 1980---, IS SET IN THE EAST SIDE OF THE
 QO2137'WEST CONCRETE BASE FOR AN ELECTRIC TRANSMISSION LINE ABOUT 200 FEET
 QO2137'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 = MARCH 21, 2026 06:05:54 EDT
 QO2138 ***********************************************************************
 QO2138  DESIGNATION -  0212 J
 QO2138  PID         -  QO2138
 QO2138  STATE/COUNTY-  MN/ANOKA
 QO2138  COUNTRY     -  US
 QO2138  USGS QUAD   -  COON RAPIDS (2019)
 QO2138
 QO2138                         *CURRENT SURVEY CONTROL
 QO2138  ______________________________________________________________________
 QO2138* NAD 83(1986) POSITION- 45 11 48.78   (N) 093 17 41.91   (W)   HD_HELD1
 QO2138* NAVD 88 ORTHO HEIGHT -   270.133 (meters)      886.26  (feet) ADJUSTED
 QO2138  ______________________________________________________________________
 QO2138  GEOID HEIGHT    -        -27.780 (meters)                     GEOID18
 QO2138  DYNAMIC HEIGHT  -        270.119 (meters)      886.22  (feet) COMP
 QO2138  MODELED GRAVITY -    980,558.0   (mgal)                       NAVD 88
 QO2138
 QO2138  VERT ORDER      -  SECOND    CLASS II
 QO2138
 QO2138.The horizontal coordinates were determined by differentially corrected
 QO2138.hand held GPS observations or other comparable positioning techniques
 QO2138.and have an estimated accuracy of +/- 3 meters.
 QO2138
 QO2138.The orthometric height was determined by differential leveling and
 QO2138.adjusted by the NATIONAL GEODETIC SURVEY
 QO2138.in June 1991.
 QO2138
 QO2138.Significant digits in the geoid height do not necessarily reflect accuracy.
 QO2138.GEOID18 height accuracy estimate available here.
 QO2138
 QO2138.Click photographs - Photos may exist for this station.
 QO2138
 QO2138.The dynamic height is computed by dividing the NAVD 88
 QO2138.geopotential number by the normal gravity value computed on the
 QO2138.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QO2138.degrees latitude (g = 980.6199 gals.).
 QO2138
 QO2138.The modeled gravity was interpolated from observed gravity values.
 QO2138
 QO2138;                    North         East    Units  Estimated Accuracy
 QO2138;SPC MN S     -   344,345.5     855,397.4     MT  (+/- 3 meters HH1 GPS) 
 QO2138
 QO2138_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL7683104864(NAD 83)
 QO2138
 QO2138                          SUPERSEDED SURVEY CONTROL
 QO2138
 QO2138.No superseded survey control is available for this station.
 QO2138
 QO2138_MARKER: DV = VERTICAL CONTROL DISK
 QO2138_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 QO2138_STAMPING: 0212 J 1980
 QO2138_MARK LOGO: MNHD
 QO2138_PROJECTION: RECESSED 15 CENTIMETERS
 QO2138_MAGNETIC: I = MARKER IS A STEEL ROD
 QO2138_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QO2138
 QO2138  HISTORY     - Date     Condition        Report By
 QO2138  HISTORY     - 1980     MONUMENTED       MNHD
 QO2138  HISTORY     - 20051112 MARK NOT FOUND   USPSQD
 QO2138  HISTORY     - 20070816 GOOD             MNDT
 QO2138
 QO2138                          STATION DESCRIPTION
 QO2138
 QO2138'DESCRIBED BY MN HIGHWAY DEPT 1980
 QO2138'THE MK IS LOCATED IN TOWN, 2.15 MILES EAST ALONG TRUNK HIGHWAY 242
 QO2138'FROM ITS JUNCTION WITH TRUNK HIGHWAY 10 AND TRUNK HIGHWAY 47,
 QO2138'IN THE NE 1/4 OF SECTION 11, T31N, R24W.  THE MARK IS 110 FEET
 QO2138'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.
 QO2138
 QO2138                          STATION RECOVERY (2007)
 QO2138
 QO2138'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (WEF)
 QO2138'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 QO2139 ***********************************************************************
 QO2139  DESIGNATION -  0212 K
 QO2139  PID         -  QO2139
 QO2139  STATE/COUNTY-  MN/ANOKA
 QO2139  COUNTRY     -  US
 QO2139  USGS QUAD   -  COON RAPIDS (2019)
 QO2139
 QO2139                         *CURRENT SURVEY CONTROL
 QO2139  ______________________________________________________________________
 QO2139* NAD 83(1986) POSITION- 45 11 50.     (N) 093 17 04.     (W)   SCALED
 QO2139* NAVD 88 ORTHO HEIGHT -   273.261 (meters)      896.52  (feet) ADJUSTED
 QO2139  ______________________________________________________________________
 QO2139  GEOID HEIGHT    -        -27.759 (meters)                     GEOID18
 QO2139  DYNAMIC HEIGHT  -        273.248 (meters)      896.48  (feet) COMP
 QO2139  MODELED GRAVITY -    980,560.9   (mgal)                       NAVD 88
 QO2139
 QO2139  VERT ORDER      -  SECOND    CLASS II
 QO2139
 QO2139.The horizontal coordinates were scaled from a map and have
 QO2139.an estimated accuracy of +/- 6 seconds.
 QO2139
 QO2139.The orthometric height was determined by differential leveling and
 QO2139.adjusted by the NATIONAL GEODETIC SURVEY
 QO2139.in June 1991.
 QO2139
 QO2139.Significant digits in the geoid height do not necessarily reflect accuracy.
 QO2139.GEOID18 height accuracy estimate available here.
 QO2139
 QO2139.Click photographs - Photos may exist for this station.
 QO2139
 QO2139.The dynamic height is computed by dividing the NAVD 88
 QO2139.geopotential number by the normal gravity value computed on the
 QO2139.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QO2139.degrees latitude (g = 980.6199 gals.).
 QO2139
 QO2139.The modeled gravity was interpolated from observed gravity values.
 QO2139
 QO2139;                    North         East    Units  Estimated Accuracy
 QO2139;SPC MN S     -   344,390.      856,220.      MT  (+/- 180 meters Scaled)
 QO2139
 QO2139_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL776048(NAD 83)
 QO2139
 QO2139                          SUPERSEDED SURVEY CONTROL
 QO2139
 QO2139.No superseded survey control is available for this station.
 QO2139
 QO2139_MARKER: DV = VERTICAL CONTROL DISK
 QO2139_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 QO2139_STAMPING: 0212 K 1980
 QO2139_MARK LOGO: MNHD
 QO2139_PROJECTION: FLUSH
 QO2139_MAGNETIC: I = MARKER IS A STEEL ROD
 QO2139_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QO2139
 QO2139  HISTORY     - Date     Condition        Report By
 QO2139  HISTORY     - 1980     MONUMENTED       MNHD
 QO2139
 QO2139                          STATION DESCRIPTION
 QO2139
 QO2139'DESCRIBED BY MN HIGHWAY DEPT 1980
 QO2139'THE MARK IS LOCATED IN TOWN, 2.6 MILES EAST ALONG TRUNK HIGHWAY 242
 QO2139'FROM ITS JUNCTION WITH TRUNK HIGHWAY 10 AND TRUNK HIGHWAY 47 AND IS
 QO2139'2.35 MILES WEST ALONG TRUNK HIGHWAY 242 FROM ITS JUNCTION WITH TRUNK
 QO2139'HIGHWAY 65, IN THE SOUTHWEST 1/4 OF SECTION 45, T31N, R24W.  IT IS ON
 QO2139'THE NORTH EDGE OF A GOLF COURSE, 70 FEET NORTH OF THE CENTERLINE OF
 QO2139'TRUNK HIGHWAY 242, 40 FEET WEST OF A 16 INCH OAK TREE.  THE MARK, A
 QO2139'STANDARD DISK STAMPED---0212 K 1980---, IS SET ON THE TOP OF AN 8 FOOT
 QO2139'COPPER-CLAD STEEL (MAGNETIC) ROD WITH 4 INCHES OF STEEL SIGN BOLTED TO
 QO2139'THE BOTTOM, AND SET IN 8 INCHES OF CONCRETE IN A 6 INCH DIAMETER HOLE.
 QO2139'IT IS 1 FOOT SOUTH OF A STEEL WITNESS POST, FLUSH WITH THE SURFACE OF
 QO2139'THE GROUND AT TRUNK HIGHWAY 242 MILEPOINT 5.3.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 QO2140 ***********************************************************************
 QO2140  DESIGNATION -  0212 L
 QO2140  PID         -  QO2140
 QO2140  STATE/COUNTY-  MN/ANOKA
 QO2140  COUNTRY     -  US
 QO2140  USGS QUAD   -  COON RAPIDS (2019)
 QO2140
 QO2140                         *CURRENT SURVEY CONTROL
 QO2140  ______________________________________________________________________
 QO2140* NAD 83(1986) POSITION- 45 11 49.91   (N) 093 16 33.84   (W)   HD_HELD1
 QO2140* NAVD 88 ORTHO HEIGHT -   274.479 (meters)      900.52  (feet) ADJUSTED
 QO2140  ______________________________________________________________________
 QO2140  GEOID HEIGHT    -        -27.740 (meters)                     GEOID18
 QO2140  DYNAMIC HEIGHT  -        274.467 (meters)      900.48  (feet) COMP
 QO2140  MODELED GRAVITY -    980,564.4   (mgal)                       NAVD 88
 QO2140
 QO2140  VERT ORDER      -  SECOND    CLASS II
 QO2140
 QO2140.The horizontal coordinates were determined by differentially corrected
 QO2140.hand held GPS observations or other comparable positioning techniques
 QO2140.and have an estimated accuracy of +/- 3 meters.
 QO2140
 QO2140.The orthometric height was determined by differential leveling and
 QO2140.adjusted by the NATIONAL GEODETIC SURVEY
 QO2140.in June 1991.
 QO2140
 QO2140.Significant digits in the geoid height do not necessarily reflect accuracy.
 QO2140.GEOID18 height accuracy estimate available here.
 QO2140
 QO2140.Click photographs - Photos may exist for this station.
 QO2140
 QO2140.The dynamic height is computed by dividing the NAVD 88
 QO2140.geopotential number by the normal gravity value computed on the
 QO2140.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QO2140.degrees latitude (g = 980.6199 gals.).
 QO2140
 QO2140.The modeled gravity was interpolated from observed gravity values.
 QO2140
 QO2140;                    North         East    Units  Estimated Accuracy
 QO2140;SPC MN S     -   344,393.4     856,882.7     MT  (+/- 3 meters HH1 GPS) 
 QO2140
 QO2140_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL7831604893(NAD 83)
 QO2140
 QO2140                          SUPERSEDED SURVEY CONTROL
 QO2140
 QO2140.No superseded survey control is available for this station.
 QO2140
 QO2140_MARKER: DV = VERTICAL CONTROL DISK
 QO2140_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 QO2140_STAMPING: 0212 L 1980
 QO2140_MARK LOGO: MNHD
 QO2140_PROJECTION: RECESSED 8 CENTIMETERS
 QO2140_MAGNETIC: I = MARKER IS A STEEL ROD
 QO2140_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QO2140
 QO2140  HISTORY     - Date     Condition        Report By
 QO2140  HISTORY     - 1980     MONUMENTED       MNHD
 QO2140
 QO2140                          STATION DESCRIPTION
 QO2140
 QO2140'DESCRIBED BY MN HIGHWAY DEPT 1980
 QO2140'THE MARK IS LOCATED IN TOWN, 1.95 MILES WEST ALONG TRUNK HIGHWAY 242
 QO2140'FROM ITS JUNCTION WITH TRUNK HIGHWAY 65, IN THE SOUTHEAST 1/4 OF
 QO2140'SECTION 1, T31N, R24W.  IT IS 76 FEET NORTH OF THE CENTERLINE OF TRUNK
 QO2140'HIGHWAY 242, 69 FEET EAST OF A FIRE HYDRANT, 3 FEET WEST OF A FENCE
 QO2140'CORNER OF A BARB WIRE FENCE.  THE MARK, A STANDARD DISK STAMPED
 QO2140'---0212 L 1980---, IS SET ON THE TOP OF AN 8 FOOT COPPER-CLAD STEEL
 QO2140'(MAGNETIC) ROD WITH 4 INCHES OF STEEL SIGN BOLTED TO THE BOTTOM, AND
 QO2140'SET IN 8 INCHES OF CONCRETE IN A 6 INCH DIAMETER HOLE.  IT IS 1 FOOT
 QO2140'SOUTH OF A STEEL WITNESS POST AND FLUSH WITH THE SURFACE OF THE GROUND
 QO2140'AT TRUNK HIGHWAY MILEPOINT 5.7.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 QO2142 ***********************************************************************
 QO2142  DESIGNATION -  0212 N
 QO2142  PID         -  QO2142
 QO2142  STATE/COUNTY-  MN/ANOKA
 QO2142  COUNTRY     -  US
 QO2142  USGS QUAD   -  COON RAPIDS (2019)
 QO2142
 QO2142                         *CURRENT SURVEY CONTROL
 QO2142  ______________________________________________________________________
 QO2142* NAD 83(1986) POSITION- 45 11 48.23   (N) 093 15 19.18   (W)   HD_HELD1
 QO2142* NAVD 88 ORTHO HEIGHT -   272.215 (meters)      893.09  (feet) ADJUSTED
 QO2142  ______________________________________________________________________
 QO2142  GEOID HEIGHT    -        -27.691 (meters)                     GEOID18
 QO2142  DYNAMIC HEIGHT  -        272.206 (meters)      893.06  (feet) COMP
 QO2142  MODELED GRAVITY -    980,574.2   (mgal)                       NAVD 88
 QO2142
 QO2142  VERT ORDER      -  SECOND    CLASS I
 QO2142
 QO2142.The horizontal coordinates were determined by differentially corrected
 QO2142.hand held GPS observations or other comparable positioning techniques
 QO2142.and have an estimated accuracy of +/- 3 meters.
 QO2142
 QO2142.The orthometric height was determined by differential leveling and
 QO2142.adjusted by the NATIONAL GEODETIC SURVEY
 QO2142.in September 2016.
 QO2142
 QO2142.Significant digits in the geoid height do not necessarily reflect accuracy.
 QO2142.GEOID18 height accuracy estimate available here.
 QO2142
 QO2142.Click photographs - Photos may exist for this station.
 QO2142
 QO2142.The dynamic height is computed by dividing the NAVD 88
 QO2142.geopotential number by the normal gravity value computed on the
 QO2142.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QO2142.degrees latitude (g = 980.6199 gals.).
 QO2142
 QO2142.The modeled gravity was interpolated from observed gravity values.
 QO2142
 QO2142;                    North         East    Units  Estimated Accuracy
 QO2142;SPC MN S     -   344,356.2     858,512.7     MT  (+/- 3 meters HH1 GPS) 
 QO2142
 QO2142_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL7994504836(NAD 83)
 QO2142
 QO2142                          SUPERSEDED SURVEY CONTROL
 QO2142
 QO2142  NAVD 88 (06/15/91)  272.475  (m)          893.95   (f) SUPERSEDED  2 2
 QO2142
 QO2142.Superseded values are not recommended for survey control.
 QO2142
 QO2142.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QO2142.See file dsdata.pdf to determine how the superseded data were derived.
 QO2142
 QO2142_MARKER: DV = VERTICAL CONTROL DISK
 QO2142_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 QO2142_STAMPING: 0212 N 1980
 QO2142_MARK LOGO: MNHD
 QO2142_PROJECTION: RECESSED 15 CENTIMETERS
 QO2142_MAGNETIC: I = MARKER IS A STEEL ROD
 QO2142_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QO2142_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 QO2142+SATELLITE: SATELLITE OBSERVATIONS - March 11, 2015
 QO2142
 QO2142  HISTORY     - Date     Condition        Report By
 QO2142  HISTORY     - 1980     MONUMENTED       MNHD
 QO2142  HISTORY     - 20150311 GOOD             MNDT
 QO2142
 QO2142                          STATION DESCRIPTION
 QO2142
 QO2142'DESCRIBED BY MN HIGHWAY DEPT 1980
 QO2142'THE MARK IS LOCATED IN SW ANOKA COUNTY, A 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.
 QO2142
 QO2142                          STATION RECOVERY (2015)
 QO2142
 QO2142'RECOVERY NOTE BY MN DEPT OF TRANSP 2015 (KMS)
 QO2142'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DO5229 ***********************************************************************
 DO5229  DESIGNATION -  0214 A
 DO5229  PID         -  DO5229
 DO5229  STATE/COUNTY-  MN/ANOKA
 DO5229  COUNTRY     -  US
 DO5229  USGS QUAD   -  CIRCLE PINES (2019)
 DO5229
 DO5229                         *CURRENT SURVEY CONTROL
 DO5229  ______________________________________________________________________
 DO5229* NAD 83(2011) POSITION- 45 07 48.34796(N) 093 13 17.24770(W)   ADJUSTED
 DO5229* NAD 83(2011) ELLIP HT-   251.475 (meters)        (12/24/14)   ADJUSTED
 DO5229* NAD 83(2011) EPOCH   -  2010.00
 DO5229* NAVD 88 ORTHO HEIGHT -   278.855 (meters)      914.88  (feet) ADJUSTED
 DO5229  ______________________________________________________________________
 DO5229  GEOID HEIGHT    -        -27.373 (meters)                     GEOID18
 DO5229  NAD 83(2011) X  -   -253,302.749 (meters)                     COMP
 DO5229  NAD 83(2011) Y  - -4,500,410.464 (meters)                     COMP
 DO5229  NAD 83(2011) Z  -  4,497,738.393 (meters)                     COMP
 DO5229  LAPLACE CORR    -          1.01  (seconds)                    DEFLEC18
 DO5229  DYNAMIC HEIGHT  -        278.850 (meters)      914.86  (feet) COMP
 DO5229  MODELED GRAVITY -    980,592.9   (mgal)                       NAVD 88
 DO5229
 DO5229  VERT ORDER      -  SECOND    CLASS I
 DO5229
 DO5229  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DO5229  Standards:
 DO5229         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DO5229            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DO5229  -------------------------------------------------------------------
 DO5229  NETWORK    0.43   0.73           0.20   0.14   0.37      0.02321830
 DO5229  -------------------------------------------------------------------
 DO5229  Click here for local accuracies and other accuracy information.
 DO5229
 DO5229.The horizontal coordinates were established by GPS observations
 DO5229.and adjusted by the MN DEPT OF TRANSP in December 2014.
 DO5229
 DO5229.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DO5229.been affixed to the stable North American tectonic plate. See 
 DO5229.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DO5229
 DO5229.The horizontal coordinates are valid at the epoch date displayed above
 DO5229.which is a decimal equivalence of Year/Month/Day.
 DO5229
 DO5229.The orthometric height was determined by differential leveling and
 DO5229.adjusted by the NATIONAL GEODETIC SURVEY
 DO5229.in September 2013.
 DO5229
 DO5229.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO5229.GEOID18 height accuracy estimate available here.
 DO5229
 DO5229.Click photographs - Photos may exist for this station.
 DO5229
 DO5229.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DO5229
 DO5229.The Laplace correction was computed from DEFLEC18 derived deflections.
 DO5229
 DO5229.The ellipsoidal height was determined by GPS observations
 DO5229.and is referenced to NAD 83.
 DO5229
 DO5229.The dynamic height is computed by dividing the NAVD 88
 DO5229.geopotential number by the normal gravity value computed on the
 DO5229.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO5229.degrees latitude (g = 980.6199 gals.).
 DO5229
 DO5229.The modeled gravity was interpolated from observed gravity values.
 DO5229
 DO5229. The following values were computed from the NAD 83(2011) position.
 DO5229
 DO5229;                    North         East     Units Scale Factor Converg.
 DO5229;SPC MN S     -   336,976.046   861,244.509   MT  0.99998224   +0 32 44.5
 DO5229;SPC MN S     - 1,105,562.24  2,825,599.69   sFT  0.99998224   +0 32 44.5
 DO5229;UTM  15      - 4,997,426.507   482,585.290   MT  0.99960373   -0 09 25.0
 DO5229
 DO5229!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DO5229!SPC MN S     -   0.99996057  x   0.99998224  =   0.99994281
 DO5229!UTM  15      -   0.99996057  x   0.99960373  =   0.99956432
 DO5229
 DO5229_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK8258597426(NAD 83)
 DO5229
 DO5229                          SUPERSEDED SURVEY CONTROL
 DO5229
 DO5229.No superseded survey control is available for this station.
 DO5229
 DO5229_MARKER: I = METAL ROD
 DO5229_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DO5229_STAMPING: 0214 A 2011
 DO5229_MARK LOGO: MNDT
 DO5229_PROJECTION: RECESSED 3 CENTIMETERS
 DO5229_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DO5229_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DO5229_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DO5229+SATELLITE: SATELLITE OBSERVATIONS - April 15, 2016
 DO5229_ROD/PIPE-DEPTH: 16.2 meters
 DO5229
 DO5229  HISTORY     - Date     Condition        Report By
 DO5229  HISTORY     - 20110628 MONUMENTED       MNDT
 DO5229  HISTORY     - 20150324 GOOD             MNDT
 DO5229  HISTORY     - 20160415 GOOD             MNDT
 DO5229
 DO5229                          STATION DESCRIPTION
 DO5229
 DO5229'DESCRIBED BY MN DEPT OF TRANSP 2011
 DO5229'THE MARK IS IN BLAINE.
 DO5229'
 DO5229'TO REACH THE MARK GO 1.9 MI (3.1 KM) NORTHWEST ALONG TRUNK HIGHWAY 10
 DO5229'FROM THE JUNCTION OF TRUNK HIGHWAY 10 AND INTERSTATE 35, AT TRUNK
 DO5229'HIGHWAY 10 MILE POINT 235.05.
 DO5229'
 DO5229'THE MARK IS LOCATED 93.2 FT (28.4 M) NORTHEAST OF WESTBOUND TRUNK
 DO5229'HIGHWAY 10, 1.5 FT (0.5 M) SOUTHWEST OF A WITNESS POST.
 DO5229'
 DO5229'NOTE - THE STATION MARK CONSISTS OF A 3/4 INCH (19 MM) DIAMETER
 DO5229'ALUMINUM ROD DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL MARK
 DO5229'REMOVABLE DISK SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY
 DO5229'A SIX-INCH PVC PIPE BACKFILLED WITH WASHED SAND.
 DO5229
 DO5229                          STATION RECOVERY (2015)
 DO5229
 DO5229'RECOVERY NOTE BY MN DEPT OF TRANSP 2015 (KMS)
 DO5229'RECOVERED AS DESCRIBED.
 DO5229'
 DO5229'NOTE - THE STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM
 DO5229'ROD DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION REMOVABLE
 DO5229'DISK SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH
 DO5229'PVC PIPE BACK FILLED WITH WASHED SAND.
 DO5229
 DO5229                          STATION RECOVERY (2016)
 DO5229
 DO5229'RECOVERY NOTE BY MN DEPT OF TRANSP 2016 (JXM)
 DO5229'IN BLAINE, 1.9 MILES NORTHWEST ALONG TRUNK HIGHWAY 10 FROM JUNCTION OF
 DO5229'TRUNK HIGHWAY 10 AND INTERSTATE HIGHWAY 35, AT TRUNK HIGHWAY 10
 DO5229'MILEPOINT 235.05, 93.2 FEET NORTHEAST OF WESTBOUND TRUNK HIGHWAY 10,
 DO5229'1.5 FEET SOUTHWEST OF WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DO5226 ***********************************************************************
 DO5226  DESIGNATION -  0214 B
 DO5226  PID         -  DO5226
 DO5226  STATE/COUNTY-  MN/ANOKA
 DO5226  COUNTRY     -  US
 DO5226  USGS QUAD   -  CIRCLE PINES (2019)
 DO5226
 DO5226                         *CURRENT SURVEY CONTROL
 DO5226  ______________________________________________________________________
 DO5226* NAD 83(2011) POSITION- 45 08 09.65486(N) 093 14 29.44158(W)   ADJUSTED
 DO5226* NAD 83(2011) ELLIP HT-   249.737 (meters)        (12/24/14)   ADJUSTED
 DO5226* NAD 83(2011) EPOCH   -  2010.00
 DO5226* NAVD 88 ORTHO HEIGHT -   277.147 (meters)      909.27  (feet) ADJUSTED
 DO5226  ______________________________________________________________________
 DO5226  GEOID HEIGHT    -        -27.404 (meters)                     GEOID18
 DO5226  NAD 83(2011) X  -   -254,851.472 (meters)                     COMP
 DO5226  NAD 83(2011) Y  - -4,499,854.850 (meters)                     COMP
 DO5226  NAD 83(2011) Z  -  4,498,201.203 (meters)                     COMP
 DO5226  LAPLACE CORR    -          2.00  (seconds)                    DEFLEC18
 DO5226  DYNAMIC HEIGHT  -        277.142 (meters)      909.26  (feet) COMP
 DO5226  MODELED GRAVITY -    980,592.4   (mgal)                       NAVD 88
 DO5226
 DO5226  VERT ORDER      -  SECOND    CLASS I
 DO5226
 DO5226  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DO5226  Standards:
 DO5226         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DO5226            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DO5226  -------------------------------------------------------------------
 DO5226  NETWORK    0.84   0.71           0.37   0.29   0.36      0.37135903
 DO5226  -------------------------------------------------------------------
 DO5226  Click here for local accuracies and other accuracy information.
 DO5226
 DO5226.The horizontal coordinates were established by GPS observations
 DO5226.and adjusted by the MN DEPT OF TRANSP in December 2014.
 DO5226
 DO5226.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DO5226.been affixed to the stable North American tectonic plate. See 
 DO5226.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DO5226
 DO5226.The horizontal coordinates are valid at the epoch date displayed above
 DO5226.which is a decimal equivalence of Year/Month/Day.
 DO5226
 DO5226.The orthometric height was determined by differential leveling and
 DO5226.adjusted by the NATIONAL GEODETIC SURVEY
 DO5226.in September 2013.
 DO5226
 DO5226.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO5226.GEOID18 height accuracy estimate available here.
 DO5226
 DO5226.Click photographs - Photos may exist for this station.
 DO5226
 DO5226.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DO5226
 DO5226.The Laplace correction was computed from DEFLEC18 derived deflections.
 DO5226
 DO5226.The ellipsoidal height was determined by GPS observations
 DO5226.and is referenced to NAD 83.
 DO5226
 DO5226.The dynamic height is computed by dividing the NAVD 88
 DO5226.geopotential number by the normal gravity value computed on the
 DO5226.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO5226.degrees latitude (g = 980.6199 gals.).
 DO5226
 DO5226.The modeled gravity was interpolated from observed gravity values.
 DO5226
 DO5226. The following values were computed from the NAD 83(2011) position.
 DO5226
 DO5226;                    North         East     Units Scale Factor Converg.
 DO5226;SPC MN S     -   337,618.933   859,660.903   MT  0.99998338   +0 31 53.9
 DO5226;SPC MN S     - 1,107,671.45  2,820,404.15   sFT  0.99998338   +0 31 53.9
 DO5226;UTM  15      - 4,998,088.517   481,010.285   MT  0.99960443   -0 10 16.2
 DO5226
 DO5226!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DO5226!SPC MN S     -   0.99996085  x   0.99998338  =   0.99994423
 DO5226!UTM  15      -   0.99996085  x   0.99960443  =   0.99956529
 DO5226
 DO5226_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK8101098088(NAD 83)
 DO5226
 DO5226                          SUPERSEDED SURVEY CONTROL
 DO5226
 DO5226.No superseded survey control is available for this station.
 DO5226
 DO5226_MARKER: F = FLANGE-ENCASED ROD
 DO5226_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DO5226_STAMPING: 0214 B 2011
 DO5226_MARK LOGO: MNDT
 DO5226_PROJECTION: RECESSED 3 CENTIMETERS
 DO5226_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DO5226_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DO5226_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DO5226+SATELLITE: SATELLITE OBSERVATIONS - March 24, 2015
 DO5226_ROD/PIPE-DEPTH: 19.8 meters
 DO5226
 DO5226  HISTORY     - Date     Condition        Report By
 DO5226  HISTORY     - 20110628 MONUMENTED       MNDT
 DO5226  HISTORY     - 20140825 GOOD             MNDT
 DO5226  HISTORY     - 20150324 GOOD             MNDT
 DO5226
 DO5226                          STATION DESCRIPTION
 DO5226
 DO5226'DESCRIBED BY MN DEPT OF TRANSP 2011
 DO5226'THE MARK IS IN BLAINE.
 DO5226'
 DO5226'TO REACH THE MARK GO 0.4 MI (0.6 KM) NORTHWEST ALONG TRUNK HIGHWAY 10
 DO5226'FROM THE JUNCTION OF TRUNK HIGHWAY 10 AND TRUNK HIGHWAY 65, AT TRUNK
 DO5226'HIGHWAY 10 MILE POINT 234.0.
 DO5226'
 DO5226'LOCATED 50.0 FT (15.2 M) SOUTHWEST OF WESTBOUND TRUNK HIGHWAY 10, 52.3
 DO5226'FT (15.9 M) NORTHEAST OF EASTBOUND TRUNK HIGHWAY 10, 1.5 FT (0.5 M)
 DO5226'NORTHWEST OF A WITNESS POST.
 DO5226'
 DO5226'NOTE - THE STATION MARK CONSISTS OF A 3/4 INCH (19 MM) DIAMETER
 DO5226'ALUMINUM ROD DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL MARK
 DO5226'REMOVABLE DISK SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY
 DO5226'A SIX-INCH PVC PIPE BACKFILLED WITH WASHED SAND.
 DO5226
 DO5226                          STATION RECOVERY (2014)
 DO5226
 DO5226'RECOVERY NOTE BY MN DEPT OF TRANSP 2014 (MAS)
 DO5226'RECOVERED AS DESCRIBED.
 DO5226'
 DO5226'NOTE - THE STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM
 DO5226'ROD DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION REMOVABLE
 DO5226'DISK SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH
 DO5226'PVC PIPE BACK FILLED WITH WASHED SAND.
 DO5226
 DO5226                          STATION RECOVERY (2015)
 DO5226
 DO5226'RECOVERY NOTE BY MN DEPT OF TRANSP 2015 (KMS)
 DO5226'RECOVERED AS DESCRIBED.
 DO5226'
 DO5226'NOTE - THE STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM
 DO5226'ROD DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION REMOVABLE
 DO5226'DISK SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH
 DO5226'PVC PIPE BACK FILLED WITH WASHED SAND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DO5225 ***********************************************************************
 DO5225  DESIGNATION -  0214 C
 DO5225  PID         -  DO5225
 DO5225  STATE/COUNTY-  MN/ANOKA
 DO5225  COUNTRY     -  US
 DO5225  USGS QUAD   -  COON RAPIDS (2019)
 DO5225
 DO5225                         *CURRENT SURVEY CONTROL
 DO5225  ______________________________________________________________________
 DO5225* NAD 83(2011) POSITION- 45 08 27.98568(N) 093 15 31.93817(W)   ADJUSTED
 DO5225* NAD 83(2011) ELLIP HT-   249.698 (meters)        (12/24/14)   ADJUSTED
 DO5225* NAD 83(2011) EPOCH   -  2010.00
 DO5225* NAVD 88 ORTHO HEIGHT -   277.151 (meters)      909.29  (feet) ADJUSTED
 DO5225  ______________________________________________________________________
 DO5225  GEOID HEIGHT    -        -27.439 (meters)                     GEOID18
 DO5225  NAD 83(2011) X  -   -256,192.076 (meters)                     COMP
 DO5225  NAD 83(2011) Y  - -4,499,376.924 (meters)                     COMP
 DO5225  NAD 83(2011) Z  -  4,498,600.364 (meters)                     COMP
 DO5225  LAPLACE CORR    -          2.75  (seconds)                    DEFLEC18
 DO5225  DYNAMIC HEIGHT  -        277.146 (meters)      909.27  (feet) COMP
 DO5225  MODELED GRAVITY -    980,590.8   (mgal)                       NAVD 88
 DO5225
 DO5225  VERT ORDER      -  SECOND    CLASS I
 DO5225
 DO5225  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DO5225  Standards:
 DO5225         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DO5225            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DO5225  -------------------------------------------------------------------
 DO5225  NETWORK    0.73   0.80           0.33   0.26   0.41      0.14469929
 DO5225  -------------------------------------------------------------------
 DO5225  Click here for local accuracies and other accuracy information.
 DO5225
 DO5225.The horizontal coordinates were established by GPS observations
 DO5225.and adjusted by the MN DEPT OF TRANSP in December 2014.
 DO5225
 DO5225.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DO5225.been affixed to the stable North American tectonic plate. See 
 DO5225.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DO5225
 DO5225.The horizontal coordinates are valid at the epoch date displayed above
 DO5225.which is a decimal equivalence of Year/Month/Day.
 DO5225
 DO5225.The orthometric height was determined by differential leveling and
 DO5225.adjusted by the NATIONAL GEODETIC SURVEY
 DO5225.in September 2016.
 DO5225
 DO5225.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO5225.GEOID18 height accuracy estimate available here.
 DO5225
 DO5225.Click photographs - Photos may exist for this station.
 DO5225
 DO5225.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DO5225
 DO5225.The Laplace correction was computed from DEFLEC18 derived deflections.
 DO5225
 DO5225.The ellipsoidal height was determined by GPS observations
 DO5225.and is referenced to NAD 83.
 DO5225
 DO5225.The dynamic height is computed by dividing the NAVD 88
 DO5225.geopotential number by the normal gravity value computed on the
 DO5225.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO5225.degrees latitude (g = 980.6199 gals.).
 DO5225
 DO5225.The modeled gravity was interpolated from observed gravity values.
 DO5225
 DO5225. The following values were computed from the NAD 83(2011) position.
 DO5225
 DO5225;                    North         East     Units Scale Factor Converg.
 DO5225;SPC MN S     -   338,172.260   858,290.301   MT  0.99998437   +0 31 10.1
 DO5225;SPC MN S     - 1,109,486.82  2,815,907.43   sFT  0.99998437   +0 31 10.1
 DO5225;UTM  15      - 4,998,658.401   479,647.091   MT  0.99960509   -0 11 00.6
 DO5225
 DO5225!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DO5225!SPC MN S     -   0.99996085  x   0.99998437  =   0.99994522
 DO5225!UTM  15      -   0.99996085  x   0.99960509  =   0.99956596
 DO5225
 DO5225_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK7964798658(NAD 83)
 DO5225
 DO5225                          SUPERSEDED SURVEY CONTROL
 DO5225
 DO5225  NAVD 88 (09/18/13)  277.144  (m)          909.26   (f) SUPERSEDED  2 1
 DO5225
 DO5225.Superseded values are not recommended for survey control.
 DO5225
 DO5225.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DO5225.See file dsdata.pdf to determine how the superseded data were derived.
 DO5225
 DO5225_MARKER: F = FLANGE-ENCASED ROD
 DO5225_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DO5225_STAMPING: 0214 C 2011
 DO5225_MARK LOGO: MNDT
 DO5225_PROJECTION: RECESSED 3 CENTIMETERS
 DO5225_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DO5225_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DO5225_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DO5225+SATELLITE: SATELLITE OBSERVATIONS - March 24, 2015
 DO5225_ROD/PIPE-DEPTH: 21.3 meters
 DO5225
 DO5225  HISTORY     - Date     Condition        Report By
 DO5225  HISTORY     - 20110628 MONUMENTED       MNDT
 DO5225  HISTORY     - 20140825 GOOD             MNDT
 DO5225  HISTORY     - 20150324 GOOD             MNDT
 DO5225
 DO5225                          STATION DESCRIPTION
 DO5225
 DO5225'DESCRIBED BY MN DEPT OF TRANSP 2011
 DO5225'THE MARK IS IN BLAINE.
 DO5225'
 DO5225'TO REACH THE MARK GO 0.55 MI (0.9 KM) EAST ALONG TRUNK HIGHWAY 610 /
 DO5225'TRUNK HIGHWAY 10 FROM THE JUNCTION OF TRUNK HIGHWAY 610 AND TRUNK
 DO5225'HIGHWAY 47, AT TRUNK HIGHWAY 10 MILE POINT 233.1.
 DO5225'
 DO5225'LOCATED 33.2 FT (10.1 M) SOUTH OF ON-RAMP FROM TRUNK HIGHWAY 47 TO
 DO5225'TRUNK HIGHWAY 10 EAST, 65.4 FT (19.9 M) NORTHEAST OF LIGHT POLE, 1.5
 DO5225'FT (0.5 M) NORTH OF A WITNESS POST.
 DO5225'
 DO5225'NOTE - THE STATION MARK CONSISTS OF A 3/4 INCH (19 MM) DIAMETER
 DO5225'ALUMINUM ROD DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL MARK
 DO5225'REMOVABLE DISK SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY
 DO5225'A SIX-INCH PVC PIPE BACKFILLED WITH WASHED SAND.
 DO5225
 DO5225                          STATION RECOVERY (2014)
 DO5225
 DO5225'RECOVERY NOTE BY MN DEPT OF TRANSP 2014 (MAS)
 DO5225'RECOVERED AS DESCRIBED.
 DO5225'
 DO5225'NOTE - THE STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM
 DO5225'ROD DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION REMOVABLE
 DO5225'DISK SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH
 DO5225'PVC PIPE BACK FILLED WITH WASHED SAND.
 DO5225
 DO5225                          STATION RECOVERY (2015)
 DO5225
 DO5225'RECOVERY NOTE BY MN DEPT OF TRANSP 2015 (KMS)
 DO5225'RECOVERED AS DESCRIBED.
 DO5225'
 DO5225'NOTE - THE STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM
 DO5225'ROD DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION REMOVABLE
 DO5225'DISK SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH
 DO5225'PVC PIPE BACK FILLED WITH WASHED SAND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DO5215 ***********************************************************************
 DO5215  DESIGNATION -  0214 D
 DO5215  PID         -  DO5215
 DO5215  STATE/COUNTY-  MN/ANOKA
 DO5215  COUNTRY     -  US
 DO5215  USGS QUAD   -  COON RAPIDS (2019)
 DO5215
 DO5215                         *CURRENT SURVEY CONTROL
 DO5215  ______________________________________________________________________
 DO5215* NAD 83(1986) POSITION- 45 08 34.6    (N) 093 15 56.3    (W)   HD_HELD2
 DO5215* NAVD 88 ORTHO HEIGHT -   290.520 (meters)      953.15  (feet) ADJUSTED
 DO5215  ______________________________________________________________________
 DO5215  GEOID HEIGHT    -        -27.454 (meters)                     GEOID18
 DO5215  DYNAMIC HEIGHT  -        290.514 (meters)      953.13  (feet) COMP
 DO5215  MODELED GRAVITY -    980,589.7   (mgal)                       NAVD 88
 DO5215
 DO5215  VERT ORDER      -  SECOND    CLASS I
 DO5215
 DO5215.The horizontal coordinates were established by autonomous hand held GPS
 DO5215.observations and have an estimated accuracy of +/- 10 meters.
 DO5215
 DO5215.The orthometric height was determined by differential leveling and
 DO5215.adjusted by the NATIONAL GEODETIC SURVEY
 DO5215.in September 2013.
 DO5215
 DO5215.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO5215.GEOID18 height accuracy estimate available here.
 DO5215
 DO5215.Click photographs - Photos may exist for this station.
 DO5215
 DO5215.The dynamic height is computed by dividing the NAVD 88
 DO5215.geopotential number by the normal gravity value computed on the
 DO5215.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO5215.degrees latitude (g = 980.6199 gals.).
 DO5215
 DO5215.The modeled gravity was interpolated from observed gravity values.
 DO5215
 DO5215;                    North         East    Units  Estimated Accuracy
 DO5215;SPC MN S     -   338,372.      857,756.      MT  (+/- 10 meters HH2 GPS)
 DO5215
 DO5215_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK7911598864(NAD 83)
 DO5215
 DO5215                          SUPERSEDED SURVEY CONTROL
 DO5215
 DO5215.No superseded survey control is available for this station.
 DO5215
 DO5215_MARKER: DD = SURVEY DISK
 DO5215_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DO5215_SP_SET: BRIDGE RAILING
 DO5215_STAMPING: 0214 D 1997
 DO5215_MARK LOGO: MNDT
 DO5215_MAGNETIC: N = NO MAGNETIC MATERIAL
 DO5215_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DO5215_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DO5215+SATELLITE: SATELLITE OBSERVATIONS - June 01, 2011
 DO5215
 DO5215  HISTORY     - Date     Condition        Report By
 DO5215  HISTORY     - 19970401 MONUMENTED       MNDT
 DO5215  HISTORY     - 20110601 GOOD             MNDT
 DO5215
 DO5215                          STATION DESCRIPTION
 DO5215
 DO5215'DESCRIBED BY MN DEPT OF TRANSP 2011 (PJG)
 DO5215'THE MARK IS IN BLAINE.
 DO5215'
 DO5215'TO REACH THE MARK IN BRIDGE RAILING IN SOUTHEAST CORNER OF TRUNK
 DO5215'HIGHWAY 10 BRIDGE NUMBER 02033 OVER UNIVERSITY AVENUE, 0.8 MI (1.3 KM)
 DO5215'SOUTHEAST ALONG TRUNK HIGHWAY 10 FROM THE JUNCTION OF TRUNK HIGHWAY 10
 DO5215'AND COUNTY ROAD 11FOLEY BOULEVARD, AT TRUNK HIGHWAY 10 MILE POINT
 DO5215'232.0.
 DO5215'
 DO5215'LOCATED 20.0 FT (6.1 M) SOUTHWEST OF TRUNK HIGHWAY 10.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DP9232 ***********************************************************************
 DP9232  DESIGNATION -  0214 E
 DP9232  PID         -  DP9232
 DP9232  STATE/COUNTY-  MN/ANOKA
 DP9232  COUNTRY     -  US
 DP9232  USGS QUAD   -  COON RAPIDS (2019)
 DP9232
 DP9232                         *CURRENT SURVEY CONTROL
 DP9232  ______________________________________________________________________
 DP9232* NAD 83(2011) POSITION- 45 08 39.09747(N) 093 16 06.20823(W)   ADJUSTED
 DP9232* NAD 83(2011) ELLIP HT-   260.918 (meters)        (07/18/16)   ADJUSTED
 DP9232* NAD 83(2011) EPOCH   -  2010.00
 DP9232* NAVD 88 ORTHO HEIGHT -   288.383 (meters)      946.14  (feet) ADJUSTED
 DP9232  ______________________________________________________________________
 DP9232  GEOID HEIGHT    -        -27.463 (meters)                     GEOID18
 DP9232  NAD 83(2011) X  -   -256,926.213 (meters)                     COMP
 DP9232  NAD 83(2011) Y  - -4,499,099.422 (meters)                     COMP
 DP9232  NAD 83(2011) Z  -  4,498,850.280 (meters)                     COMP
 DP9232  LAPLACE CORR    -          3.15  (seconds)                    DEFLEC18
 DP9232  DYNAMIC HEIGHT  -        288.378 (meters)      946.12  (feet) COMP
 DP9232  MODELED GRAVITY -    980,589.0   (mgal)                       NAVD 88
 DP9232
 DP9232  VERT ORDER      -  SECOND    CLASS I
 DP9232
 DP9232  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DP9232  Standards:
 DP9232         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DP9232            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DP9232  -------------------------------------------------------------------
 DP9232  NETWORK    0.45   1.06           0.21   0.14   0.54      0.00991912
 DP9232  -------------------------------------------------------------------
 DP9232  Click here for local accuracies and other accuracy information.
 DP9232
 DP9232.The horizontal coordinates were established by GPS observations
 DP9232.and adjusted by the MN DEPT OF TRANSP in July 2016.
 DP9232
 DP9232.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DP9232.been affixed to the stable North American tectonic plate. See 
 DP9232.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DP9232
 DP9232.The horizontal coordinates are valid at the epoch date displayed above
 DP9232.which is a decimal equivalence of Year/Month/Day.
 DP9232
 DP9232.The orthometric height was determined by differential leveling and
 DP9232.adjusted by the NATIONAL GEODETIC SURVEY
 DP9232.in September 2016.
 DP9232
 DP9232.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP9232.GEOID18 height accuracy estimate available here.
 DP9232
 DP9232.Click photographs - Photos may exist for this station.
 DP9232
 DP9232.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DP9232
 DP9232.The Laplace correction was computed from DEFLEC18 derived deflections.
 DP9232
 DP9232.The ellipsoidal height was determined by GPS observations
 DP9232.and is referenced to NAD 83.
 DP9232
 DP9232.The dynamic height is computed by dividing the NAVD 88
 DP9232.geopotential number by the normal gravity value computed on the
 DP9232.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP9232.degrees latitude (g = 980.6199 gals.).
 DP9232
 DP9232.The modeled gravity was interpolated from observed gravity values.
 DP9232
 DP9232. The following values were computed from the NAD 83(2011) position.
 DP9232
 DP9232;                    North         East     Units Scale Factor Converg.
 DP9232;SPC MN S     -   338,508.525   857,538.538   MT  0.99998497   +0 30 46.1
 DP9232;SPC MN S     - 1,110,590.05  2,813,441.02   sFT  0.99998497   +0 30 46.1
 DP9232;UTM  15      - 4,999,003.733   478,899.794   MT  0.99960547   -0 11 24.9
 DP9232
 DP9232!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DP9232!SPC MN S     -   0.99995909  x   0.99998497  =   0.99994406
 DP9232!UTM  15      -   0.99995909  x   0.99960547  =   0.99956458
 DP9232
 DP9232_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK7889999003(NAD 83)
 DP9232
 DP9232                          SUPERSEDED SURVEY CONTROL
 DP9232
 DP9232.No superseded survey control is available for this station.
 DP9232
 DP9232_MARKER: I = METAL ROD
 DP9232_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DP9232_STAMPING: 0214 E 2014
 DP9232_MARK LOGO: MNDT
 DP9232_PROJECTION: FLUSH
 DP9232_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DP9232_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DP9232_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP9232+SATELLITE: SATELLITE OBSERVATIONS - April 15, 2016
 DP9232_ROD/PIPE-DEPTH: 8.8 meters
 DP9232
 DP9232  HISTORY     - Date     Condition        Report By
 DP9232  HISTORY     - 20141104 MONUMENTED       MNDT
 DP9232  HISTORY     - 20160415 GOOD             MNDT
 DP9232
 DP9232                          STATION DESCRIPTION
 DP9232
 DP9232'DESCRIBED BY MN DEPT OF TRANSP 2014
 DP9232'THE STATION IS LOCATED ABOUT 6.8 MI (10.9 KM) EAST-NORTHEAST OF OSSEO,
 DP9232'6.3 MI (10.1 KM) NORTH-NORTHWEST OF NEW BRIGHTON AND 5.7 MI (9.2 KM)
 DP9232'WEST OF CIRCLE PINES.
 DP9232'
 DP9232'TO REACH THE MARK GO 0.6 MI (1.0 KM) SOUTHEAST ALONG TRUNK HIGHWAY 10
 DP9232'FROM THE JUNCTION OF TRUNK HIGHWAY 10 AND COUNTY ROAD 11 (FOLEY
 DP9232'BOULEVARD), AT TRUNK HIGHWAY 10 MILE POINT 232.55.
 DP9232'
 DP9232'THE MARK IS LOCATED 36.2 FT (11.0 M) SOUTHWEST OF EASTBOUND TRUNK
 DP9232'HIGHWAY 10 FOG LINE, 1.5 FT (0.5 M) NORTHEAST OF A WITNESS POST.
 DP9232'
 DP9232'NOTE - THE STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM
 DP9232'ROD DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION REMOVABLE
 DP9232'DISK SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH
 DP9232'PVC PIPE BACK FILLED WITH WASHED SAND.
 DP9232
 DP9232                          STATION RECOVERY (2016)
 DP9232
 DP9232'RECOVERY NOTE BY MN DEPT OF TRANSP 2016 (JXR)
 DP9232'IN TOWN, 0.6 MILE SOUTHEAST ALONG TRUNK HIGHWAY 10 FROM THE
 DP9232'JUNCTION OF TRUNK HIGHWAY 10 AND COUNTY ROAD 11 (FOLEY BOULEVARD), AT
 DP9232'TRUNK HIGHWAY 10 MILEPOINT 232.55, 36.2 FEET SOUTHWEST OF EASTBOUND
 DP9232'TRUNK HIGHWAY 10 FOG LINE, 1.5 FEET NORTHEAST OF WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 QO0482 ***********************************************************************
 QO0482  DESIGNATION -  0215 A
 QO0482  PID         -  QO0482
 QO0482  STATE/COUNTY-  MN/ANOKA
 QO0482  COUNTRY     -  US
 QO0482  USGS QUAD   -  ANOKA (2019)
 QO0482
 QO0482                         *CURRENT SURVEY CONTROL
 QO0482  ______________________________________________________________________
 QO0482* NAD 83(1986) POSITION- 45 12 17.28   (N) 093 23 09.48   (W)   HD_HELD1
 QO0482* NAVD 88 ORTHO HEIGHT -   260.860 (meters)      855.84  (feet) ADJUSTED
 QO0482  ______________________________________________________________________
 QO0482  GEOID HEIGHT    -        -28.015 (meters)                     GEOID18
 QO0482  DYNAMIC HEIGHT  -        260.841 (meters)      855.78  (feet) COMP
 QO0482  MODELED GRAVITY -    980,537.3   (mgal)                       NAVD 88
 QO0482
 QO0482  VERT ORDER      -  SECOND    CLASS I
 QO0482
 QO0482.The horizontal coordinates were determined by differentially corrected
 QO0482.hand held GPS observations or other comparable positioning techniques
 QO0482.and have an estimated accuracy of +/- 3 meters.
 QO0482
 QO0482.The orthometric height was determined by differential leveling and
 QO0482.adjusted by the NATIONAL GEODETIC SURVEY
 QO0482.in September 2013.
 QO0482
 QO0482.Significant digits in the geoid height do not necessarily reflect accuracy.
 QO0482.GEOID18 height accuracy estimate available here.
 QO0482
 QO0482.Click photographs - Photos may exist for this station.
 QO0482
 QO0482.The dynamic height is computed by dividing the NAVD 88
 QO0482.geopotential number by the normal gravity value computed on the
 QO0482.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QO0482.degrees latitude (g = 980.6199 gals.).
 QO0482
 QO0482.The modeled gravity was interpolated from observed gravity values.
 QO0482
 QO0482;                    North         East    Units  Estimated Accuracy
 QO0482;SPC MN S     -   345,167.7     848,241.2     MT  (+/- 3 meters HH1 GPS) 
 QO0482
 QO0482_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL6968805773(NAD 83)
 QO0482
 QO0482                          SUPERSEDED SURVEY CONTROL
 QO0482
 QO0482  NAVD 88 (06/15/91)  260.862  (m)          855.84   (f) SUPERSEDED  1 1
 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
 QO0482.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QO0482.See file dsdata.pdf to determine how the superseded data were derived.
 QO0482
 QO0482_MARKER: DB = BENCH MARK DISK
 QO0482_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 QO0482_SP_SET: BRIDGE ABUTMENT
 QO0482_STAMPING: 0215 A 1970
 QO0482_MARK LOGO: MNHD
 QO0482_MAGNETIC: N = NO MAGNETIC MATERIAL
 QO0482_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QO0482_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 QO0482+SATELLITE: SATELLITE OBSERVATIONS - March 28, 2012
 QO0482
 QO0482  HISTORY     - Date     Condition        Report By
 QO0482  HISTORY     - 19700401 MONUMENTED       MNHD
 QO0482  HISTORY     - 1970     GOOD             NGS
 QO0482  HISTORY     - 1979     GOOD             MNDT
 QO0482  HISTORY     - 20110517 GOOD             MNDT
 QO0482  HISTORY     - 20120328 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---.
 QO0482
 QO0482                          STATION RECOVERY (2011)
 QO0482
 QO0482'RECOVERY NOTE BY MN DEPT OF TRANSP 2011 (PJG)
 QO0482'THE MARK IS 0.75 MI (1.2 KM) NORTH OF ANOKA.
 QO0482'
 QO0482'TO REACH THE MARK GO 31.0 FT (9.4 M) SOUTH OF EASTBOUND TRUNK HIGHWAY
 QO0482'47, IN SOUTHEAST CORNER BRIDGE NUMBER 9700 OVER RUM RIVER.
 QO0482'
 QO0482'LOCATED 0.8 FT (24 CM) SOUTH OF GUARDRAIL POST, 70 FT (21.3 M)
 QO0482'NORTHWEST OF BENCH MARK 0215 B.
 QO0482
 QO0482                          STATION RECOVERY (2012)
 QO0482
 QO0482'RECOVERY NOTE BY MN DEPT OF TRANSP 2012 (JBG)
 QO0482'0.75 MI (1.2 KM) NORTH OF ANOKA, 31.0 FT (9.4 M) SOUTH OF EASTBOUND
 QO0482'TRUNK HIGHWAY 47, IN SOUTHEAST CORNER OF BRIDGE NUMBER 9700 OVER RUM
 QO0482'RIVER, 0.8 FT (24 CM) SOUTH OF GUARDRAIL POST, 70 FT (21.3 M)
 QO0482'NORTHWEST OF BENCH MARK 0215 B.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DO5206 ***********************************************************************
 DO5206  DESIGNATION -  0215 AA
 DO5206  PID         -  DO5206
 DO5206  STATE/COUNTY-  MN/ANOKA
 DO5206  COUNTRY     -  US
 DO5206  USGS QUAD   -  COON RAPIDS (2019)
 DO5206
 DO5206                         *CURRENT SURVEY CONTROL
 DO5206  ______________________________________________________________________
 DO5206* NAD 83(2011) POSITION- 45 10 23.03718(N) 093 17 54.16116(W)   ADJUSTED
 DO5206* NAD 83(2011) ELLIP HT-   234.606 (meters)        (12/24/14)   ADJUSTED
 DO5206* NAD 83(2011) EPOCH   -  2010.00
 DO5206* NAVD 88 ORTHO HEIGHT -   262.257 (meters)      860.42  (feet) ADJUSTED
 DO5206  ______________________________________________________________________
 DO5206  GEOID HEIGHT    -        -27.652 (meters)                     GEOID18
 DO5206  NAD 83(2011) X  -   -259,148.898 (meters)                     COMP
 DO5206  NAD 83(2011) Y  - -4,496,674.328 (meters)                     COMP
 DO5206  NAD 83(2011) Z  -  4,501,094.316 (meters)                     COMP
 DO5206  LAPLACE CORR    -          5.11  (seconds)                    DEFLEC18
 DO5206  DYNAMIC HEIGHT  -        262.247 (meters)      860.39  (feet) COMP
 DO5206  MODELED GRAVITY -    980,569.9   (mgal)                       NAVD 88
 DO5206
 DO5206  VERT ORDER      -  SECOND    CLASS I
 DO5206
 DO5206  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DO5206  Standards:
 DO5206         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DO5206            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DO5206  -------------------------------------------------------------------
 DO5206  NETWORK    0.25   0.71           0.11   0.09   0.36      0.01846400
 DO5206  -------------------------------------------------------------------
 DO5206  Click here for local accuracies and other accuracy information.
 DO5206
 DO5206.The horizontal coordinates were established by GPS observations
 DO5206.and adjusted by the MN DEPT OF TRANSP in December 2014.
 DO5206
 DO5206.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DO5206.been affixed to the stable North American tectonic plate. See 
 DO5206.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DO5206
 DO5206.The horizontal coordinates are valid at the epoch date displayed above
 DO5206.which is a decimal equivalence of Year/Month/Day.
 DO5206
 DO5206.The orthometric height was determined by differential leveling and
 DO5206.adjusted by the NATIONAL GEODETIC SURVEY
 DO5206.in September 2013.
 DO5206
 DO5206.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO5206.GEOID18 height accuracy estimate available here.
 DO5206
 DO5206.Click photographs - Photos may exist for this station.
 DO5206
 DO5206.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DO5206
 DO5206.The Laplace correction was computed from DEFLEC18 derived deflections.
 DO5206
 DO5206.The ellipsoidal height was determined by GPS observations
 DO5206.and is referenced to NAD 83.
 DO5206
 DO5206.The dynamic height is computed by dividing the NAVD 88
 DO5206.geopotential number by the normal gravity value computed on the
 DO5206.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO5206.degrees latitude (g = 980.6199 gals.).
 DO5206
 DO5206.The modeled gravity was interpolated from observed gravity values.
 DO5206
 DO5206. The following values were computed from the NAD 83(2011) position.
 DO5206
 DO5206;                    North         East     Units Scale Factor Converg.
 DO5206;SPC MN S     -   341,696.395   855,152.687   MT  0.99999077   +0 29 30.4
 DO5206;SPC MN S     - 1,121,048.92  2,805,613.44   sFT  0.99999077   +0 29 30.4
 DO5206;UTM  15      - 5,002,219.417   476,554.145   MT  0.99960676   -0 12 41.8
 DO5206
 DO5206!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DO5206!SPC MN S     -   0.99996322  x   0.99999077  =   0.99995399
 DO5206!UTM  15      -   0.99996322  x   0.99960676  =   0.99956999
 DO5206
 DO5206_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL7655402219(NAD 83)
 DO5206
 DO5206                          SUPERSEDED SURVEY CONTROL
 DO5206
 DO5206.No superseded survey control is available for this station.
 DO5206
 DO5206_MARKER: F = FLANGE-ENCASED ROD
 DO5206_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DO5206_STAMPING: 0215 AA 2011
 DO5206_MARK LOGO: MNDT
 DO5206_PROJECTION: RECESSED 5 CENTIMETERS
 DO5206_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DO5206_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DO5206_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DO5206+SATELLITE: SATELLITE OBSERVATIONS - December 22, 2025
 DO5206_ROD/PIPE-DEPTH: 16.8 meters
 DO5206
 DO5206  HISTORY     - Date     Condition        Report By
 DO5206  HISTORY     - 20110629 MONUMENTED       MNDT
 DO5206  HISTORY     - 20200413 GOOD             MNDT
 DO5206  HISTORY     - 20251222 GOOD             MNDT
 DO5206
 DO5206                          STATION DESCRIPTION
 DO5206
 DO5206'DESCRIBED BY MN DEPT OF TRANSP 2011
 DO5206'TO REACH THE MARK GO 1.85 MI (3.0 KM) NORTHWEST ALONG TRUNK HIGHWAY 10
 DO5206'FROM THE JUNCTION OF TRUNK HIGHWAY 10 AND COUNTY ROAD 11 / FOLEY
 DO5206'BOULEVARD, AT TRUNK HIGHWAY 10 MILE POINT 230.05.
 DO5206'
 DO5206'LOCATED 89.2 FT (27.2 M) NORTHEAST OF TRUNK HIGHWAY 10, 37.7 FT (11.5
 DO5206'M) FROM GRAY ELECTRICAL SHED, 1.5 FT (0.5 M) SOUTHWEST OF A WITNESS
 DO5206'POST.
 DO5206'
 DO5206'NOTE - THE STATION MARK CONSISTS OF A 3/4 INCH (19 MM) DIAMETER
 DO5206'ALUMINUM ROD DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL MARK
 DO5206'REMOVABLE DISK SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY
 DO5206'A SIX-INCH PVC PIPE BACKFILLED WITH WASHED SAND.
 DO5206
 DO5206                          STATION RECOVERY (2020)
 DO5206
 DO5206'RECOVERY NOTE BY MN DEPT OF TRANSP 2020 (MPP)
 DO5206'RECOVERED IN GOOD CONDITION.
 DO5206
 DO5206                          STATION RECOVERY (2025)
 DO5206
 DO5206'RECOVERY NOTE BY MN DEPT OF TRANSP 2025 (MPP)
 DO5206'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DO5205 ***********************************************************************
 DO5205  DESIGNATION -  0215 AB
 DO5205  PID         -  DO5205
 DO5205  STATE/COUNTY-  MN/ANOKA
 DO5205  COUNTRY     -  US
 DO5205  USGS QUAD   -  COON RAPIDS (2019)
 DO5205
 DO5205                         *CURRENT SURVEY CONTROL
 DO5205  ______________________________________________________________________
 DO5205* NAD 83(2011) POSITION- 45 10 55.28175(N) 093 18 53.64196(W)   ADJUSTED
 DO5205* NAD 83(2011) ELLIP HT-   242.156 (meters)        (12/24/14)   ADJUSTED
 DO5205* NAD 83(2011) EPOCH   -  2010.00
 DO5205* NAVD 88 ORTHO HEIGHT -   269.894 (meters)      885.48  (feet) ADJUSTED
 DO5205  ______________________________________________________________________
 DO5205  GEOID HEIGHT    -        -27.738 (meters)                     GEOID18
 DO5205  NAD 83(2011) X  -   -260,405.078 (meters)                     COMP
 DO5205  NAD 83(2011) Y  - -4,495,899.833 (meters)                     COMP
 DO5205  NAD 83(2011) Z  -  4,501,801.380 (meters)                     COMP
 DO5205  LAPLACE CORR    -          5.51  (seconds)                    DEFLEC18
 DO5205  DYNAMIC HEIGHT  -        269.881 (meters)      885.43  (feet) COMP
 DO5205  MODELED GRAVITY -    980,561.2   (mgal)                       NAVD 88
 DO5205
 DO5205  VERT ORDER      -  SECOND    CLASS I
 DO5205
 DO5205  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DO5205  Standards:
 DO5205         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DO5205            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DO5205  -------------------------------------------------------------------
 DO5205  NETWORK    0.85   0.94           0.37   0.32   0.48      0.20198836
 DO5205  -------------------------------------------------------------------
 DO5205  Click here for local accuracies and other accuracy information.
 DO5205
 DO5205.The horizontal coordinates were established by GPS observations
 DO5205.and adjusted by the MN DEPT OF TRANSP in December 2014.
 DO5205
 DO5205.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DO5205.been affixed to the stable North American tectonic plate. See 
 DO5205.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DO5205
 DO5205.The horizontal coordinates are valid at the epoch date displayed above
 DO5205.which is a decimal equivalence of Year/Month/Day.
 DO5205
 DO5205.The orthometric height was determined by differential leveling and
 DO5205.adjusted by the NATIONAL GEODETIC SURVEY
 DO5205.in September 2013.
 DO5205
 DO5205.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO5205.GEOID18 height accuracy estimate available here.
 DO5205
 DO5205.Click photographs - Photos may exist for this station.
 DO5205
 DO5205.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DO5205
 DO5205.The Laplace correction was computed from DEFLEC18 derived deflections.
 DO5205
 DO5205.The ellipsoidal height was determined by GPS observations
 DO5205.and is referenced to NAD 83.
 DO5205
 DO5205.The dynamic height is computed by dividing the NAVD 88
 DO5205.geopotential number by the normal gravity value computed on the
 DO5205.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO5205.degrees latitude (g = 980.6199 gals.).
 DO5205
 DO5205.The modeled gravity was interpolated from observed gravity values.
 DO5205
 DO5205. The following values were computed from the NAD 83(2011) position.
 DO5205
 DO5205;                    North         East     Units Scale Factor Converg.
 DO5205;SPC MN S     -   342,680.754   853,845.589   MT  0.99999262   +0 28 48.7
 DO5205;SPC MN S     - 1,124,278.44  2,801,325.07   sFT  0.99999262   +0 28 48.7
 DO5205;UTM  15      - 5,003,219.366   475,259.729   MT  0.99960753   -0 13 24.2
 DO5205
 DO5205!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DO5205!SPC MN S     -   0.99996204  x   0.99999262  =   0.99995466
 DO5205!UTM  15      -   0.99996204  x   0.99960753  =   0.99956958
 DO5205
 DO5205:                Primary Azimuth Mark                     Grid Az
 DO5205:SPC MN S     -  0215 K                                   297 33 20.1
 DO5205:UTM  15      -  0215 K                                   298 15 33.0
 DO5205
 DO5205_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL7525903219(NAD 83)
 DO5205
 DO5205|---------------------------------------------------------------------|
 DO5205| PID    Reference Object                     Distance      Geod. Az  |
 DO5205|                                                           dddmmss.s |
 DO5205| QO0474 0215 K                              APPROX. 1.1 KM 2980208.8 |
 DO5205|---------------------------------------------------------------------|
 DO5205
 DO5205                          SUPERSEDED SURVEY CONTROL
 DO5205
 DO5205.No superseded survey control is available for this station.
 DO5205
 DO5205_MARKER: DD = SURVEY DISK
 DO5205_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DO5205_SP_SET: BRIDGE WALKWAY
 DO5205_STAMPING: 0215 AB 2007
 DO5205_MARK LOGO: MNDT
 DO5205_MAGNETIC: N = NO MAGNETIC MATERIAL
 DO5205_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DO5205_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DO5205+SATELLITE: SATELLITE OBSERVATIONS - April 05, 2022
 DO5205
 DO5205  HISTORY     - Date     Condition        Report By
 DO5205  HISTORY     - 20070401 MONUMENTED       MNDT
 DO5205  HISTORY     - 20110601 GOOD             MNDT
 DO5205  HISTORY     - 20220404 POOR             MNDT
 DO5205  HISTORY     - 20220405 POOR             MNDT
 DO5205
 DO5205                          STATION DESCRIPTION
 DO5205
 DO5205'DESCRIBED BY MN DEPT OF TRANSP 2011 (PJG)
 DO5205'TO REACH THE MARK IN SIDEWALK IN SOUTHEAST CORNER OF HANSON BOULEVARD
 DO5205'BRIDGE NUMBER OVER TRUNK HIGHWAY 10, AT THE JUNCTION OF TRUNK HIGHWAY
 DO5205'10 AND HANSON BOULEVARD IN TOWN.
 DO5205'
 DO5205'LOCATED 41.4 FT (12.6 M) SOUTH OF HANSON BOULEVARD, 28.2 FT (8.6 M)
 DO5205'NORTHEAST OF OFF-RAMP FROM WESTBOUND TRUNK HIGHWAY 10, 6.3 FT (1.9 M)
 DO5205'SOUTHWEST OF TRAFFIC LIGHT.
 DO5205
 DO5205                          STATION RECOVERY (2022)
 DO5205
 DO5205'RECOVERY NOTE BY MN DEPT OF TRANSP 2022 (KMS)
 DO5205'MARK RECOVERED IN POOR CONDITION.
 DO5205
 DO5205                          STATION RECOVERY (2022)
 DO5205
 DO5205'RECOVERY NOTE BY MN DEPT OF TRANSP 2022 (MI)
 DO5205'THE SURVEY MARK WAS RECOVERED AS DESCRIBED.  THE GEODETIC STATION 0215
 DO5205'AB IN COON RAPIDS AT TRUNK HIGHWAY 10 AND HANSON BOULEVARD HAS BEEN
 DO5205'SCRAPED BY A PLOW AND IS UNUSABLE RIGHT NOW.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DO5204 ***********************************************************************
 DO5204  DESIGNATION -  0215 AC
 DO5204  PID         -  DO5204
 DO5204  STATE/COUNTY-  MN/ANOKA
 DO5204  COUNTRY     -  US
 DO5204  USGS QUAD   -  COON RAPIDS (2019)
 DO5204
 DO5204                         *CURRENT SURVEY CONTROL
 DO5204  ______________________________________________________________________
 DO5204* NAD 83(1986) POSITION- 45 10 54.4    (N) 093 18 56.8    (W)   HD_HELD2
 DO5204* NAVD 88 ORTHO HEIGHT -   269.771 (meters)      885.07  (feet) ADJUSTED
 DO5204  ______________________________________________________________________
 DO5204  GEOID HEIGHT    -        -27.738 (meters)                     GEOID18
 DO5204  DYNAMIC HEIGHT  -        269.758 (meters)      885.03  (feet) COMP
 DO5204  MODELED GRAVITY -    980,561.2   (mgal)                       NAVD 88
 DO5204
 DO5204  VERT ORDER      -  SECOND    CLASS I
 DO5204
 DO5204.The horizontal coordinates were established by autonomous hand held GPS
 DO5204.observations and have an estimated accuracy of +/- 10 meters.
 DO5204
 DO5204.The orthometric height was determined by differential leveling and
 DO5204.adjusted by the NATIONAL GEODETIC SURVEY
 DO5204.in September 2013.
 DO5204
 DO5204.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO5204.GEOID18 height accuracy estimate available here.
 DO5204
 DO5204.Click photographs - Photos may exist for this station.
 DO5204
 DO5204.The dynamic height is computed by dividing the NAVD 88
 DO5204.geopotential number by the normal gravity value computed on the
 DO5204.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO5204.degrees latitude (g = 980.6199 gals.).
 DO5204
 DO5204.The modeled gravity was interpolated from observed gravity values.
 DO5204
 DO5204;                    North         East    Units  Estimated Accuracy
 DO5204;SPC MN S     -   342,653.      853,777.      MT  (+/- 10 meters HH2 GPS)
 DO5204
 DO5204_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL7519003192(NAD 83)
 DO5204
 DO5204                          SUPERSEDED SURVEY CONTROL
 DO5204
 DO5204.No superseded survey control is available for this station.
 DO5204
 DO5204_MARKER: DD = SURVEY DISK
 DO5204_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DO5204_SP_SET: BRIDGE RAILING
 DO5204_STAMPING: 0215 AC 2007
 DO5204_MARK LOGO: MNDT
 DO5204_MAGNETIC: N = NO MAGNETIC MATERIAL
 DO5204_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DO5204_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DO5204+SATELLITE: SATELLITE OBSERVATIONS - June 01, 2011
 DO5204
 DO5204  HISTORY     - Date     Condition        Report By
 DO5204  HISTORY     - 20070401 MONUMENTED       MNDT
 DO5204  HISTORY     - 20110601 GOOD             MNDT
 DO5204
 DO5204                          STATION DESCRIPTION
 DO5204
 DO5204'DESCRIBED BY MN DEPT OF TRANSP 2011 (PJG)
 DO5204'TO REACH THE MARK IN SIDEWALK IN SOUTHWEST CORNER OF HANSON BOULEVARD
 DO5204'BRIDGE OVER TRUNK HIGHWAY 10, AT THE JUNCTION OF TRUNK HIGHWAY 10 AND
 DO5204'HANSON BOULEVARD IN TOWN.
 DO5204'
 DO5204'LOCATED 37.8 FT (11.5 M) NORTHWEST OF SOUTHBOUND HANSON BOULEVARD,
 DO5204'37.7 FT (11.5 M) SOUTHWEST OF EASTBOUND TRUNK HIGHWAY 10 OFF-RAMP TO
 DO5204'HANSON BOULEVARD, 3.5 FT (1.1 M) NORTHEAST OF TRAFFIC LIGHT.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DO5201 ***********************************************************************
 DO5201  DESIGNATION -  0215 AE
 DO5201  PID         -  DO5201
 DO5201  STATE/COUNTY-  MN/ANOKA
 DO5201  COUNTRY     -  US
 DO5201  USGS QUAD   -  ANOKA (2019)
 DO5201
 DO5201                         *CURRENT SURVEY CONTROL
 DO5201  ______________________________________________________________________
 DO5201* NAD 83(2011) POSITION- 45 12 19.17238(N) 093 22 44.58515(W)   ADJUSTED
 DO5201* NAD 83(2011) ELLIP HT-   239.421 (meters)        (05/13/13)   ADJUSTED
 DO5201* NAD 83(2011) EPOCH   -  2010.00
 DO5201* NAVD 88 ORTHO HEIGHT -   267.424 (meters)      877.37  (feet) ADJUSTED
 DO5201  ______________________________________________________________________
 DO5201  GEOID HEIGHT    -        -28.006 (meters)                     GEOID18
 DO5201  NAD 83(2011) X  -   -265,330.303 (meters)                     COMP
 DO5201  NAD 83(2011) Y  - -4,493,769.219 (meters)                     COMP
 DO5201  NAD 83(2011) Z  -  4,503,624.564 (meters)                     COMP
 DO5201  LAPLACE CORR    -          4.49  (seconds)                    DEFLEC18
 DO5201  DYNAMIC HEIGHT  -        267.405 (meters)      877.31  (feet) COMP
 DO5201  MODELED GRAVITY -    980,538.3   (mgal)                       NAVD 88
 DO5201
 DO5201  VERT ORDER      -  SECOND    CLASS I
 DO5201
 DO5201  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DO5201  Standards:
 DO5201         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DO5201            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DO5201  -------------------------------------------------------------------
 DO5201  NETWORK    0.53   0.78           0.24   0.19   0.40      0.07157524
 DO5201  -------------------------------------------------------------------
 DO5201  Click here for local accuracies and other accuracy information.
 DO5201
 DO5201.The horizontal coordinates were established by GPS observations
 DO5201.and adjusted by the MN DEPT OF TRANSP in May 2013.
 DO5201
 DO5201.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DO5201.been affixed to the stable North American tectonic plate. See 
 DO5201.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DO5201
 DO5201.The horizontal coordinates are valid at the epoch date displayed above
 DO5201.which is a decimal equivalence of Year/Month/Day.
 DO5201
 DO5201.The orthometric height was determined by differential leveling and
 DO5201.adjusted by the NATIONAL GEODETIC SURVEY
 DO5201.in September 2013.
 DO5201
 DO5201.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO5201.GEOID18 height accuracy estimate available here.
 DO5201
 DO5201.Click photographs - Photos may exist for this station.
 DO5201
 DO5201.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DO5201
 DO5201.The Laplace correction was computed from DEFLEC18 derived deflections.
 DO5201
 DO5201.The ellipsoidal height was determined by GPS observations
 DO5201.and is referenced to NAD 83.
 DO5201
 DO5201.The dynamic height is computed by dividing the NAVD 88
 DO5201.geopotential number by the normal gravity value computed on the
 DO5201.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO5201.degrees latitude (g = 980.6199 gals.).
 DO5201
 DO5201.The modeled gravity was interpolated from observed gravity values.
 DO5201
 DO5201. The following values were computed from the NAD 83(2011) position.
 DO5201
 DO5201;                    North         East     Units Scale Factor Converg.
 DO5201;SPC MN S     -   345,230.174   848,784.061   MT  0.99999754   +0 26 06.9
 DO5201;SPC MN S     - 1,132,642.66  2,784,719.04   sFT  0.99999754   +0 26 06.9
 DO5201;UTM  15      - 5,005,829.768   470,231.844   MT  0.99961090   -0 16 08.4
 DO5201
 DO5201!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DO5201!SPC MN S     -   0.99996246  x   0.99999754  =   0.99996000
 DO5201!UTM  15      -   0.99996246  x   0.99961090  =   0.99957338
 DO5201
 DO5201:                Primary Azimuth Mark                     Grid Az
 DO5201:SPC MN S     -  0215 F                                   092 04 50.2
 DO5201:UTM  15      -  0215 F                                   092 47 05.5
 DO5201
 DO5201_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL7023105829(NAD 83)
 DO5201
 DO5201|---------------------------------------------------------------------|
 DO5201| PID    Reference Object                     Distance      Geod. Az  |
 DO5201|                                                           dddmmss.s |
 DO5201| QO0479 0215 F                              APPROX. 1.1 KM 0923057.1 |
 DO5201|---------------------------------------------------------------------|
 DO5201
 DO5201                          SUPERSEDED SURVEY CONTROL
 DO5201
 DO5201  NAVD 88             267.42   (m)          877.4    (f) LEVELING    3  
 DO5201
 DO5201.Superseded values are not recommended for survey control.
 DO5201
 DO5201.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DO5201.See file dsdata.pdf to determine how the superseded data were derived.
 DO5201
 DO5201_MARKER: I = METAL ROD
 DO5201_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DO5201_STAMPING: 0215 AE 2011
 DO5201_MARK LOGO: MNDT
 DO5201_PROJECTION: RECESSED 5 CENTIMETERS
 DO5201_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DO5201_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DO5201_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DO5201+SATELLITE: SATELLITE OBSERVATIONS - June 06, 2012
 DO5201_ROD/PIPE-DEPTH: 12.2 meters
 DO5201
 DO5201  HISTORY     - Date     Condition        Report By
 DO5201  HISTORY     - 20110628 MONUMENTED       MNDT
 DO5201  HISTORY     - 20120606 GOOD             MNDT
 DO5201
 DO5201                          STATION DESCRIPTION
 DO5201
 DO5201'DESCRIBED BY MN DEPT OF TRANSP 2011
 DO5201'THE MARK IS IN ANOKA.
 DO5201'
 DO5201'TO REACH THE MARK AT THE JUNCTION OF TRUNK HIGHWAY 10 AND COUNTY ROAD
 DO5201'7 IN ANOKA, AT TRUNK HIGHWAY 10 MILE POINT 225.3.
 DO5201'
 DO5201'LOCATED 87.0 FT (26.5 M) NORTH OF ON-RAMP FROM COUNTY ROAD 7 TO
 DO5201'WESTBOUND TRUNK HIGHWAY 10, 0.5 MI (0.8 KM) EAST OF TRUNK HIGHWAY 47,
 DO5201'9.0 FT (2.7 M) SOUTH OF A FENCE, 1.5 FT (0.5 M) SOUTH OF A WITNESS
 DO5201'POST.
 DO5201'
 DO5201'NOTE - THE STATION MARK CONSISTS OF A 3/4 INCH (19 MM) DIAMETER
 DO5201'ALUMINUM ROD DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL MARK
 DO5201'REMOVABLE DISK SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY
 DO5201'A SIX-INCH PVC PIPE BACKFILLED WITH WASHED SAND.
 DO5201
 DO5201                          STATION RECOVERY (2012)
 DO5201
 DO5201'RECOVERY NOTE BY MN DEPT OF TRANSP 2012 (CXJ)
 DO5201'IN ANOKA, AT JUNCTION OF TRUNK HIGHWAY 10 AND COUNTY ROAD 7 IN ANOKA,
 DO5201'AT TRUNK HIGHWAY 10 MILEPOINT 225.3, 87.0 FEET NORTH OF ON RAMP FROM
 DO5201'COUNTY ROAD 7 TO WESTBOUND TRUNK HIGHWAY 10, 0.5 MILES EAST OF TRUNK
 DO5201'HIGHWAY 47, 9.0 FEET SOUTH OF FENCE, 1.5 FEET SOUTH OF WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 QO0483 ***********************************************************************
 QO0483  DESIGNATION -  0215 B
 QO0483  PID         -  QO0483
 QO0483  STATE/COUNTY-  MN/ANOKA
 QO0483  COUNTRY     -  US
 QO0483  USGS QUAD   -  ANOKA (2019)
 QO0483
 QO0483                         *CURRENT SURVEY CONTROL
 QO0483  ______________________________________________________________________
 QO0483* NAD 83(1986) POSITION- 45 12 16.89   (N) 093 23 08.66   (W)   HD_HELD1
 QO0483* NAVD 88 ORTHO HEIGHT -   266.795 (meters)      875.31  (feet) ADJUSTED
 QO0483  ______________________________________________________________________
 QO0483  GEOID HEIGHT    -        -28.014 (meters)                     GEOID18
 QO0483  DYNAMIC HEIGHT  -        266.775 (meters)      875.24  (feet) COMP
 QO0483  MODELED GRAVITY -    980,537.4   (mgal)                       NAVD 88
 QO0483
 QO0483  VERT ORDER      -  FIRST     CLASS I
 QO0483
 QO0483.The horizontal coordinates were determined by differentially corrected
 QO0483.hand held GPS observations or other comparable positioning techniques
 QO0483.and have an estimated accuracy of +/- 3 meters.
 QO0483
 QO0483.The orthometric height was determined by differential leveling and
 QO0483.adjusted by the NATIONAL GEODETIC SURVEY
 QO0483.in June 1991.
 QO0483
 QO0483.Significant digits in the geoid height do not necessarily reflect accuracy.
 QO0483.GEOID18 height accuracy estimate available here.
 QO0483
 QO0483.Click photographs - Photos may exist for this station.
 QO0483
 QO0483.The dynamic height is computed by dividing the NAVD 88
 QO0483.geopotential number by the normal gravity value computed on the
 QO0483.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QO0483.degrees latitude (g = 980.6199 gals.).
 QO0483
 QO0483.The modeled gravity was interpolated from observed gravity values.
 QO0483
 QO0483;                    North         East    Units  Estimated Accuracy
 QO0483;SPC MN S     -   345,155.7     848,259.2     MT  (+/- 3 meters HH1 GPS) 
 QO0483
 QO0483_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL6970605761(NAD 83)
 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
 QO0483.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QO0483.See file dsdata.pdf to determine how the superseded data were derived.
 QO0483
 QO0483_MARKER: DB = BENCH MARK DISK
 QO0483_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 QO0483_SP_SET: BRIDGE ABUTMENT
 QO0483_STAMPING: 0215 B 1970
 QO0483_MARK LOGO: MNHD
 QO0483_MAGNETIC: N = NO MAGNETIC MATERIAL
 QO0483_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QO0483_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 QO0483+SATELLITE: SATELLITE OBSERVATIONS - March 28, 2012
 QO0483
 QO0483  HISTORY     - Date     Condition        Report By
 QO0483  HISTORY     - 19700401 MONUMENTED       MNHD
 QO0483  HISTORY     - 1970     GOOD             NGS
 QO0483  HISTORY     - 1975     GOOD             MNDT
 QO0483  HISTORY     - 1979     GOOD             MNDT
 QO0483  HISTORY     - 20110517 GOOD             MNDT
 QO0483  HISTORY     - 20120328 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---.
 QO0483
 QO0483                          STATION RECOVERY (2011)
 QO0483
 QO0483'RECOVERY NOTE BY MN DEPT OF TRANSP 2011 (PJG)
 QO0483'THE MARK IS 0.75 MI (1.2 KM) NORTH OF ANOKA.
 QO0483'
 QO0483'TO REACH THE MARK IN SOUTHEAST CORNER OF PEDESTRIAN BRIDGE NUMBER 9714
 QO0483'OVER TRUNK HIGHWAY 10, 0.2 MI (0.3 KM) EAST OF THE JUNCTION OF FERRY
 QO0483'STREET AND TRUNK HIGHWAY 10.
 QO0483'
 QO0483'LOCATED 70 FT (21.3 M) NORTHWEST OF BENCH MARK 0215 B.
 QO0483
 QO0483                          STATION RECOVERY (2012)
 QO0483
 QO0483'RECOVERY NOTE BY MN DEPT OF TRANSP 2012 (JBG)
 QO0483'0.75 MI (1.2 KM) NORTH OF ANOKA, IN SOUTHEAST CORNER OF PEDESTRIAN
 QO0483'BRIDGE NUMBER 9714 OVER TRUNK HIGHWAY 10, 0.2 MI (0.3 KM) EAST OF THE
 QO0483'JUNCTION OF FERRY STREET AND TRUNK HIGHWAY 10, 70 FT (21.3 M)
 QO0483'SOUTHEAST OF BENCH MARK 0215 A.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 QO0484 ***********************************************************************
 QO0484  DESIGNATION -  0215 C
 QO0484  PID         -  QO0484
 QO0484  STATE/COUNTY-  MN/ANOKA
 QO0484  COUNTRY     -  US
 QO0484  USGS QUAD   -  ANOKA (2019)
 QO0484
 QO0484                         *CURRENT SURVEY CONTROL
 QO0484  ______________________________________________________________________
 QO0484* NAD 83(1986) POSITION- 45 12 16.93   (N) 093 23 07.03   (W)   HD_HELD1
 QO0484* NAVD 88 ORTHO HEIGHT -   267.324 (meters)      877.05  (feet) ADJUSTED
 QO0484  ______________________________________________________________________
 QO0484  GEOID HEIGHT    -        -28.013 (meters)                     GEOID18
 QO0484  DYNAMIC HEIGHT  -        267.305 (meters)      876.98  (feet) COMP
 QO0484  MODELED GRAVITY -    980,537.6   (mgal)                       NAVD 88
 QO0484
 QO0484  VERT ORDER      -  FIRST     CLASS I
 QO0484
 QO0484.The horizontal coordinates were determined by differentially corrected
 QO0484.hand held GPS observations or other comparable positioning techniques
 QO0484.and have an estimated accuracy of +/- 3 meters.
 QO0484
 QO0484.The orthometric height was determined by differential leveling and
 QO0484.adjusted by the NATIONAL GEODETIC SURVEY
 QO0484.in June 1991.
 QO0484
 QO0484.Significant digits in the geoid height do not necessarily reflect accuracy.
 QO0484.GEOID18 height accuracy estimate available here.
 QO0484
 QO0484.Click photographs - Photos may exist for this station.
 QO0484
 QO0484.The dynamic height is computed by dividing the NAVD 88
 QO0484.geopotential number by the normal gravity value computed on the
 QO0484.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QO0484.degrees latitude (g = 980.6199 gals.).
 QO0484
 QO0484.The modeled gravity was interpolated from observed gravity values.
 QO0484
 QO0484;                    North         East    Units  Estimated Accuracy
 QO0484;SPC MN S     -   345,157.2     848,294.8     MT  (+/- 3 meters HH1 GPS) 
 QO0484
 QO0484_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL6974105762(NAD 83)
 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
 QO0484.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QO0484.See file dsdata.pdf to determine how the superseded data were derived.
 QO0484
 QO0484_MARKER: DB = BENCH MARK DISK
 QO0484_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 QO0484_SP_SET: BRIDGE WING WALL
 QO0484_STAMPING: 0215 C 1970
 QO0484_MARK LOGO: MNHD
 QO0484_MAGNETIC: N = NO MAGNETIC MATERIAL
 QO0484_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QO0484_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 QO0484+SATELLITE: SATELLITE OBSERVATIONS - March 28, 2012
 QO0484
 QO0484  HISTORY     - Date     Condition        Report By
 QO0484  HISTORY     - 19700401 MONUMENTED       MNHD
 QO0484  HISTORY     - 1970     GOOD             NGS
 QO0484  HISTORY     - 1979     GOOD             MNDT
 QO0484  HISTORY     - 20110517 GOOD             MNDT
 QO0484  HISTORY     - 20120328 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.
 QO0484
 QO0484                          STATION RECOVERY (2011)
 QO0484
 QO0484'RECOVERY NOTE BY MN DEPT OF TRANSP 2011 (PJG)
 QO0484'THE MARK IS IN ANOKA.
 QO0484'
 QO0484'TO REACH THE MARK GO 0.25 MI (0.4 KM) EAST OF THE JUNCTION OF FERRY
 QO0484'STREET AND TRUNK HIGHWAY 10.
 QO0484'
 QO0484'LOCATED IN SOUTHEAST CORNER OF TRUNK HIGHWAY 288 BRIDGE NUMBER 9715
 QO0484'OVER TRUNK HIGHWAY 10.
 QO0484
 QO0484                          STATION RECOVERY (2012)
 QO0484
 QO0484'RECOVERY NOTE BY MN DEPT OF TRANSP 2012 (JBG)
 QO0484'IN ANOKA, 0.25 MI (0.4 KM) EAST ALONG TRUNK HIGHWAY 10 (TRUNK HIGHWAY
 QO0484'47)  FROM THE JUNCTION OF TRUNK HIGHWAY 10 AND TRUNK HIGHWAY 169 FROM
 QO0484'SOUTH (TRUNK HIGHWAY 47 TO NORTH), IN SOUTHEAST CORNER OF NORTH FOURTH
 QO0484'AVENUE BRIDGE NUMBER 9715 OVER TRUNK HIGHWAY 10.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 QO0481 ***********************************************************************
 QO0481  DESIGNATION -  0215 D
 QO0481  PID         -  QO0481
 QO0481  STATE/COUNTY-  MN/ANOKA
 QO0481  COUNTRY     -  US
 QO0481  USGS QUAD   -  ANOKA (2019)
 QO0481
 QO0481                         *CURRENT SURVEY CONTROL
 QO0481  ______________________________________________________________________
 QO0481* NAD 83(1986) POSITION- 45 12 15.68   (N) 093 22 40.70   (W)   HD_HELD1
 QO0481* NAVD 88 ORTHO HEIGHT -   271.228 (meters)      889.85  (feet) ADJUSTED
 QO0481  ______________________________________________________________________
 QO0481  GEOID HEIGHT    -        -27.999 (meters)                     GEOID18
 QO0481  DYNAMIC HEIGHT  -        271.208 (meters)      889.79  (feet) COMP
 QO0481  MODELED GRAVITY -    980,539.0   (mgal)                       NAVD 88
 QO0481
 QO0481  VERT ORDER      -  FIRST     CLASS I
 QO0481
 QO0481.The horizontal coordinates were determined by differentially corrected
 QO0481.hand held GPS observations or other comparable positioning techniques
 QO0481.and have an estimated accuracy of +/- 3 meters.
 QO0481
 QO0481.The orthometric height was determined by differential leveling and
 QO0481.adjusted by the NATIONAL GEODETIC SURVEY
 QO0481.in June 1991.
 QO0481
 QO0481.Significant digits in the geoid height do not necessarily reflect accuracy.
 QO0481.GEOID18 height accuracy estimate available here.
 QO0481
 QO0481.Click photographs - Photos may exist for this station.
 QO0481
 QO0481.The dynamic height is computed by dividing the NAVD 88
 QO0481.geopotential number by the normal gravity value computed on the
 QO0481.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QO0481.degrees latitude (g = 980.6199 gals.).
 QO0481
 QO0481.The modeled gravity was interpolated from observed gravity values.
 QO0481
 QO0481;                    North         East    Units  Estimated Accuracy
 QO0481;SPC MN S     -   345,123.0     848,869.7     MT  (+/- 3 meters HH1 GPS) 
 QO0481
 QO0481_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL7031605721(NAD 83)
 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
 QO0481.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QO0481.See file dsdata.pdf to determine how the superseded data were derived.
 QO0481
 QO0481_MARKER: DB = BENCH MARK DISK
 QO0481_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 QO0481_SP_SET: BRIDGE ABUTMENT
 QO0481_STAMPING: 0215 D 1970
 QO0481_MARK LOGO: MNHD
 QO0481_MAGNETIC: N = NO MAGNETIC MATERIAL
 QO0481_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QO0481_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 QO0481+SATELLITE: SATELLITE OBSERVATIONS - March 28, 2012
 QO0481
 QO0481  HISTORY     - Date     Condition        Report By
 QO0481  HISTORY     - 19700401 MONUMENTED       MNHD
 QO0481  HISTORY     - 1970     GOOD             NGS
 QO0481  HISTORY     - 1985     GOOD             USPSQD
 QO0481  HISTORY     - 20110517 GOOD             MNDT
 QO0481  HISTORY     - 20120328 GOOD             MNDT
 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.
 QO0481
 QO0481                          STATION RECOVERY (2011)
 QO0481
 QO0481'RECOVERY NOTE BY MN DEPT OF TRANSP 2011 (PJG)
 QO0481'THE MARK IS 1.15 MI (1.9 KM) NORTHEAST OF ANOKA CITY HALL.
 QO0481'
 QO0481'TO REACH THE MARK GO 0.6 MI (1.0 KM) EAST OF THE JUNCTION OF FERRY
 QO0481'STREET AND TRUNK HIGHWAY 10, 19.5 FT (5.9 M) SOUTH OF EASTBOUND TRUNK
 QO0481'HIGHWAY 10, IN SOUTHEAST CORNER OF TRUNK HIGHWAY 10 BRIDGE NUMBER 9716
 QO0481'OVER SEVENTH AVENUE.
 QO0481'
 QO0481'LOCATED 1.0 FT (0.3 M) SOUTH OF GUARDRAIL POST.
 QO0481
 QO0481                          STATION RECOVERY (2012)
 QO0481
 QO0481'RECOVERY NOTE BY MN DEPT OF TRANSP 2012 (JBG)
 QO0481'1.15 MI (1.9 KM) NORTHEAST OF ANOKA CITY HALL, IN BRIDGE ABUTMENT IN
 QO0481'SOUTHEAST CORNER OF TRUNK HIGHWAY 10 BRIDGE NUMBER 9716 OVER SEVENTH
 QO0481'AVENUE, 0.6 MI (1.0 KM) EAST ALONG TRUNK HIGHWAY 10  FROM THE JUNCTION
 QO0481'OF TRUNK HIGHWAY 10 AND FERRY STREET, 19.5 FT (5.9 M) SOUTH OF
 QO0481'EASTBOUND TRUNK HIGHWAY 10, 1.0 FT (0.3 M) SOUTH OF GUARDRAIL POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 QO0480 ***********************************************************************
 QO0480  DESIGNATION -  0215 E
 QO0480  PID         -  QO0480
 QO0480  STATE/COUNTY-  MN/ANOKA
 QO0480  COUNTRY     -  US
 QO0480  USGS QUAD   -  COON RAPIDS (2019)
 QO0480
 QO0480                         *CURRENT SURVEY CONTROL
 QO0480  ______________________________________________________________________
 QO0480* NAD 83(1986) POSITION- 45 12 15.59   (N) 093 22 22.13   (W)   HD_HELD1
 QO0480* NAVD 88 ORTHO HEIGHT -   276.907 (meters)      908.49  (feet) ADJUSTED
 QO0480  ______________________________________________________________________
 QO0480  GEOID HEIGHT    -        -27.990 (meters)                     GEOID18
 QO0480  DYNAMIC HEIGHT  -        276.888 (meters)      908.42  (feet) COMP
 QO0480  MODELED GRAVITY -    980,539.9   (mgal)                       NAVD 88
 QO0480
 QO0480  VERT ORDER      -  SECOND    CLASS I
 QO0480
 QO0480.The horizontal coordinates were determined by differentially corrected
 QO0480.hand held GPS observations or other comparable positioning techniques
 QO0480.and have an estimated accuracy of +/- 3 meters.
 QO0480
 QO0480.The orthometric height was determined by differential leveling and
 QO0480.adjusted by the NATIONAL GEODETIC SURVEY
 QO0480.in September 2013.
 QO0480
 QO0480.Significant digits in the geoid height do not necessarily reflect accuracy.
 QO0480.GEOID18 height accuracy estimate available here.
 QO0480
 QO0480.Click photographs - Photos may exist for this station.
 QO0480
 QO0480.The dynamic height is computed by dividing the NAVD 88
 QO0480.geopotential number by the normal gravity value computed on the
 QO0480.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QO0480.degrees latitude (g = 980.6199 gals.).
 QO0480
 QO0480.The modeled gravity was interpolated from observed gravity values.
 QO0480
 QO0480;                    North         East    Units  Estimated Accuracy
 QO0480;SPC MN S     -   345,123.3     849,274.9     MT  (+/- 3 meters HH1 GPS) 
 QO0480
 QO0480_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL7072105716(NAD 83)
 QO0480
 QO0480                          SUPERSEDED SURVEY CONTROL
 QO0480
 QO0480  NAVD 88 (06/15/91)  276.913  (m)          908.51   (f) SUPERSEDED  1 1
 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
 QO0480.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QO0480.See file dsdata.pdf to determine how the superseded data were derived.
 QO0480
 QO0480_MARKER: DB = BENCH MARK DISK
 QO0480_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 QO0480_SP_SET: BRIDGE ABUTMENT
 QO0480_STAMPING: 0215 E 1970
 QO0480_MARK LOGO: MNHD
 QO0480_MAGNETIC: N = NO MAGNETIC MATERIAL
 QO0480_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QO0480_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 QO0480+SATELLITE: SATELLITE OBSERVATIONS - March 28, 2012
 QO0480
 QO0480  HISTORY     - Date     Condition        Report By
 QO0480  HISTORY     - 19700401 MONUMENTED       MNHD
 QO0480  HISTORY     - 1970     GOOD             NGS
 QO0480  HISTORY     - 20110517 GOOD             MNDT
 QO0480  HISTORY     - 20120328 GOOD             MNDT
 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.
 QO0480
 QO0480                          STATION RECOVERY (2011)
 QO0480
 QO0480'RECOVERY NOTE BY MN DEPT OF TRANSP 2011 (PJG)
 QO0480'RECOVERED AS DESCRIBED.
 QO0480
 QO0480                          STATION RECOVERY (2012)
 QO0480
 QO0480'RECOVERY NOTE BY MN DEPT OF TRANSP 2012 (JBG)
 QO0480'1.4 MI (2.3 KM) NORTHEAST OF ANOKA CITY HALL, IN BRIDGE ABUTMENT IN
 QO0480'SOUTHEAST CORNER OF TRUNK HIGHWAY 10 BRIDGE NUMBER 9717 OVER RAILROAD
 QO0480'TRACKS, 0.85 MI (1.4 KM) EAST ALONG TRUNK HIGHWAY 10  FROM THE
 QO0480'JUNCTION OF TRUNK HIGHWAY 10 AND TRUNK HIGHWAY 47, AT FERRY STREET, 28
 QO0480'FT (8.5 M) SOUTH OF EASTBOUND TRUNK HIGHWAY 10, 0.5 FT (15 CM)
 QO0480'SOUTHEAST OF BRIDGE ABUTMENT, 1.0 FT (0.3 M) WEST OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 QO0479 ***********************************************************************
 QO0479  DESIGNATION -  0215 F
 QO0479  PID         -  QO0479
 QO0479  STATE/COUNTY-  MN/ANOKA
 QO0479  COUNTRY     -  US
 QO0479  USGS QUAD   -  COON RAPIDS (2019)
 QO0479
 QO0479                         *CURRENT SURVEY CONTROL
 QO0479  ______________________________________________________________________
 QO0479* NAD 83(2011) POSITION- 45 12 17.60824(N) 093 21 54.32768(W)   ADJUSTED
 QO0479* NAD 83(2011) ELLIP HT-   236.921 (meters)        (12/24/14)   ADJUSTED
 QO0479* NAD 83(2011) EPOCH   -  2010.00
 QO0479* NAVD 88 ORTHO HEIGHT -   264.905 (meters)      869.11  (feet) ADJUSTED
 QO0479  ______________________________________________________________________
 QO0479  GEOID HEIGHT    -        -27.979 (meters)                     GEOID18
 QO0479  NAD 83(2011) X  -   -264,237.273 (meters)                     COMP
 QO0479  NAD 83(2011) Y  - -4,493,866.185 (meters)                     COMP
 QO0479  NAD 83(2011) Z  -  4,503,588.767 (meters)                     COMP
 QO0479  LAPLACE CORR    -          4.79  (seconds)                    DEFLEC18
 QO0479  DYNAMIC HEIGHT  -        264.887 (meters)      869.05  (feet) COMP
 QO0479  MODELED GRAVITY -    980,541.3   (mgal)                       NAVD 88
 QO0479
 QO0479  VERT ORDER      -  FIRST     CLASS I
 QO0479
 QO0479  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 QO0479  Standards:
 QO0479         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 QO0479            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 QO0479  -------------------------------------------------------------------
 QO0479  NETWORK    0.70   0.86           0.32   0.24   0.44      0.10198387
 QO0479  -------------------------------------------------------------------
 QO0479  Click here for local accuracies and other accuracy information.
 QO0479
 QO0479.The horizontal coordinates were established by GPS observations
 QO0479.and adjusted by the MN DEPT OF TRANSP in December 2014.
 QO0479
 QO0479.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 QO0479.been affixed to the stable North American tectonic plate. See 
 QO0479.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 QO0479
 QO0479.The horizontal coordinates are valid at the epoch date displayed above
 QO0479.which is a decimal equivalence of Year/Month/Day.
 QO0479
 QO0479.The orthometric height was determined by differential leveling and
 QO0479.adjusted by the NATIONAL GEODETIC SURVEY
 QO0479.in June 1991.
 QO0479
 QO0479.Significant digits in the geoid height do not necessarily reflect accuracy.
 QO0479.GEOID18 height accuracy estimate available here.
 QO0479
 QO0479.Click photographs - Photos may exist for this station.
 QO0479
 QO0479.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 QO0479
 QO0479.The Laplace correction was computed from DEFLEC18 derived deflections.
 QO0479
 QO0479.The ellipsoidal height was determined by GPS observations
 QO0479.and is referenced to NAD 83.
 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. The following values were computed from the NAD 83(2011) position.
 QO0479
 QO0479;                    North         East     Units Scale Factor Converg.
 QO0479;SPC MN S     -   345,190.314   849,881.196   MT  0.99999745   +0 26 42.1
 QO0479;SPC MN S     - 1,132,511.89  2,788,318.56   sFT  0.99999745   +0 26 42.1
 QO0479;UTM  15      - 5,005,776.448   471,327.983   MT  0.99961011   -0 15 32.7
 QO0479
 QO0479!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QO0479!SPC MN S     -   0.99996286  x   0.99999745  =   0.99996031
 QO0479!UTM  15      -   0.99996286  x   0.99961011  =   0.99957298
 QO0479
 QO0479:                Primary Azimuth Mark                     Grid Az
 QO0479:SPC MN S     -  0215 H                                   095 32 45.4
 QO0479:UTM  15      -  0215 H                                   096 15 00.2
 QO0479
 QO0479_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL7132705776(NAD 83)
 QO0479
 QO0479|---------------------------------------------------------------------|
 QO0479| PID    Reference Object                     Distance      Geod. Az  |
 QO0479|                                                           dddmmss.s |
 QO0479| QO0477 0215 H                              APPROX. 1.3 KM 0955927.5 |
 QO0479| DO5201 0215 AE                             APPROX. 1.1 KM 2723132.8 |
 QO0479|---------------------------------------------------------------------|
 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
 QO0479.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QO0479.See file dsdata.pdf to determine how the superseded data were derived.
 QO0479
 QO0479_MARKER: DB = BENCH MARK DISK
 QO0479_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 QO0479_STAMPING: 0215 F 1970
 QO0479_MARK LOGO: MNHD
 QO0479_PROJECTION: RECESSED 30 CENTIMETERS
 QO0479_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 QO0479_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QO0479_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QO0479+SATELLITE: SATELLITE OBSERVATIONS - April 13, 2020
 QO0479
 QO0479  HISTORY     - Date     Condition        Report By
 QO0479  HISTORY     - 19700401 MONUMENTED       MNHD
 QO0479  HISTORY     - 1970     GOOD             NGS
 QO0479  HISTORY     - 20110517 GOOD             MNDT
 QO0479  HISTORY     - 20200413 GOOD             MNDT
 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.
 QO0479
 QO0479                          STATION RECOVERY (2011)
 QO0479
 QO0479'RECOVERY NOTE BY MN DEPT OF TRANSP 2011 (PJG)
 QO0479'THE MARK IS 1.7 MI (2.7 KM) NORTHEAST OF ANOKA CITY HALL.
 QO0479'
 QO0479'TO REACH THE MARK GO 1.15 MI (1.9 KM) EAST OF THE JUNCTION OF TRUNK
 QO0479'HIGHWAY 47 AND FERRY STREET, 0.3 MI (0.5 KM) EAST OF RAILROAD BRIDGE.
 QO0479'
 QO0479'LOCATED 125 FT (38.1 M) NORTH OF WESTBOUND TRUNK HIGHWAY 10, 103.8 FT
 QO0479'(31.6 M) NORTH-NORTHEAST OF MILEPOST 226, 47 FT (14.3 M) NORTH OF
 QO0479'RIVERDALE DRIVE, 111.5 FT (34.0 M) EAST OF POWER POLE, 22.5 FT (6.9 M)
 QO0479'SOUTH OF SOUTH CURB OF PARKING LOT FOR TOYOTA CAR DEALERSHIP, 0.2 FT
 QO0479'(6 CM) SOUTH OF A WITNESS POST.
 QO0479
 QO0479                          STATION RECOVERY (2020)
 QO0479
 QO0479'RECOVERY NOTE BY MN DEPT OF TRANSP 2020 (MPP)
 QO0479'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 QO0477 ***********************************************************************
 QO0477  DESIGNATION -  0215 H
 QO0477  PID         -  QO0477
 QO0477  STATE/COUNTY-  MN/ANOKA
 QO0477  COUNTRY     -  US
 QO0477  USGS QUAD   -  COON RAPIDS (2019)
 QO0477
 QO0477                         *CURRENT SURVEY CONTROL
 QO0477  ______________________________________________________________________
 QO0477* NAD 83(2011) POSITION- 45 12 13.37654(N) 093 20 57.34247(W)   ADJUSTED
 QO0477* NAD 83(2011) ELLIP HT-   239.454 (meters)        (12/24/14)   ADJUSTED
 QO0477* NAD 83(2011) EPOCH   -  2010.00
 QO0477* NAVD 88 ORTHO HEIGHT -   267.401 (meters)      877.30  (feet) ADJUSTED
 QO0477  ______________________________________________________________________
 QO0477  GEOID HEIGHT    -        -27.941 (meters)                     GEOID18
 QO0477  NAD 83(2011) X  -   -263,001.254 (meters)                     COMP
 QO0477  NAD 83(2011) Y  - -4,494,033.345 (meters)                     COMP
 QO0477  NAD 83(2011) Z  -  4,503,498.517 (meters)                     COMP
 QO0477  LAPLACE CORR    -          5.21  (seconds)                    DEFLEC18
 QO0477  DYNAMIC HEIGHT  -        267.383 (meters)      877.24  (feet) COMP
 QO0477  MODELED GRAVITY -    980,545.2   (mgal)                       NAVD 88
 QO0477
 QO0477  VERT ORDER      -  FIRST     CLASS I
 QO0477
 QO0477  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 QO0477  Standards:
 QO0477         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 QO0477            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 QO0477  -------------------------------------------------------------------
 QO0477  NETWORK    0.72   0.86           0.33   0.25   0.44      0.09782273
 QO0477  -------------------------------------------------------------------
 QO0477  Click here for local accuracies and other accuracy information.
 QO0477
 QO0477.The horizontal coordinates were established by GPS observations
 QO0477.and adjusted by the MN DEPT OF TRANSP in December 2014.
 QO0477
 QO0477.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 QO0477.been affixed to the stable North American tectonic plate. See 
 QO0477.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 QO0477
 QO0477.The horizontal coordinates are valid at the epoch date displayed above
 QO0477.which is a decimal equivalence of Year/Month/Day.
 QO0477
 QO0477.The orthometric height was determined by differential leveling and
 QO0477.adjusted by the NATIONAL GEODETIC SURVEY
 QO0477.in June 1991.
 QO0477
 QO0477.Significant digits in the geoid height do not necessarily reflect accuracy.
 QO0477.GEOID18 height accuracy estimate available here.
 QO0477
 QO0477.Click photographs - Photos may exist for this station.
 QO0477
 QO0477.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 QO0477
 QO0477.The Laplace correction was computed from DEFLEC18 derived deflections.
 QO0477
 QO0477.The ellipsoidal height was determined by GPS observations
 QO0477.and is referenced to NAD 83.
 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. The following values were computed from the NAD 83(2011) position.
 QO0477
 QO0477;                    North         East     Units Scale Factor Converg.
 QO0477;SPC MN S     -   345,069.461   851,125.823   MT  0.99999720   +0 27 22.0
 QO0477;SPC MN S     - 1,132,115.39  2,792,401.97   sFT  0.99999720   +0 27 22.0
 QO0477;UTM  15      - 5,005,640.364   472,570.548   MT  0.99960925   -0 14 52.2
 QO0477
 QO0477!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QO0477!SPC MN S     -   0.99996246  x   0.99999720  =   0.99995966
 QO0477!UTM  15      -   0.99996246  x   0.99960925  =   0.99957172
 QO0477
 QO0477:                Primary Azimuth Mark                     Grid Az
 QO0477:SPC MN S     -  0215 AD                                  138 59 10.4
 QO0477:UTM  15      -  0215 AD                                  139 41 24.6
 QO0477
 QO0477_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL7257005640(NAD 83)
 QO0477
 QO0477|---------------------------------------------------------------------|
 QO0477| PID    Reference Object                     Distance      Geod. Az  |
 QO0477|                                                           dddmmss.s |
 QO0477| DO5203 0215 AD                             APPROX. 1.4 KM 1392632.4 |
 QO0477|---------------------------------------------------------------------|
 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
 QO0477.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QO0477.See file dsdata.pdf to determine how the superseded data were derived.
 QO0477
 QO0477_MARKER: DB = BENCH MARK DISK
 QO0477_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 QO0477_STAMPING: 0215 H 1970
 QO0477_MARK LOGO: MNHD
 QO0477_PROJECTION: FLUSH
 QO0477_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 QO0477_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QO0477_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QO0477+SATELLITE: SATELLITE OBSERVATIONS - May 17, 2011
 QO0477
 QO0477  HISTORY     - Date     Condition        Report By
 QO0477  HISTORY     - 19700401 MONUMENTED       MNHD
 QO0477  HISTORY     - 1970     GOOD             NGS
 QO0477  HISTORY     - 20110517 GOOD             MNDT
 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.
 QO0477
 QO0477                          STATION RECOVERY (2011)
 QO0477
 QO0477'RECOVERY NOTE BY MN DEPT OF TRANSP 2011 (PJG)
 QO0477'THE MARK IS 2.55 MI (4.1 KM) NORTHEAST OF ANOKA CITY HALL.
 QO0477'
 QO0477'TO REACH THE MARK AT TRUNK HIGHWAY 10 MILE POINT 226.79, 2.0 MI (3.2
 QO0477'KM) EAST OF THE JUNCTION OF TRUNK HIGHWAY 10 AND FERRY STREET, 94 FT
 QO0477'(28.7 M) NORTH OF WESTBOUND TRUNK HIGHWAY 10, ON OUTSIDE EDGE OF
 QO0477'CURVE, IN FRONT OF THOMAS GENERAL MOTORS CORPORATION TRUCKS BUILDING.
 QO0477'
 QO0477'LOCATED 23.7 FT (7.2 M) SOUTH OF LIGHT POLE, 56.5 FT (17.2 M) WEST OF
 QO0477'SECOND FLAG POLE FROM EAST, 69.6 FT (21.2 M) SOUTHEAST OF FOURTH FLAG
 QO0477'POLE FROM EAST, 0.25 FT (8 CM) SOUTH OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 QO0475 ***********************************************************************
 QO0475  DESIGNATION -  0215 J
 QO0475  PID         -  QO0475
 QO0475  STATE/COUNTY-  MN/ANOKA
 QO0475  COUNTRY     -  US
 QO0475  USGS QUAD   -  COON RAPIDS (2019)
 QO0475
 QO0475                         *CURRENT SURVEY CONTROL
 QO0475  ______________________________________________________________________
 QO0475* NAD 83(1996) POSITION- 45 11 30.40021(N) 093 20 00.40923(W)   ADJUSTED
 QO0475* NAVD 88 ORTHO HEIGHT -   263.990 (meters)      866.11  (feet) ADJUSTED
 QO0475  ______________________________________________________________________
 QO0475  GEOID HEIGHT    -        -27.838 (meters)                     GEOID18
 QO0475  LAPLACE CORR    -          5.67  (seconds)                    DEFLEC18
 QO0475  DYNAMIC HEIGHT  -        263.975 (meters)      866.06  (feet) COMP
 QO0475  MODELED GRAVITY -    980,552.7   (mgal)                       NAVD 88
 QO0475
 QO0475  HORZ ORDER      -  SECOND
 QO0475  VERT ORDER      -  FIRST     CLASS I
 QO0475
 QO0475.The horizontal coordinates were established by classical geodetic methods
 QO0475.and adjusted by the National Geodetic Survey in March 1999.
 QO0475
 QO0475.The orthometric height was determined by differential leveling and
 QO0475.adjusted by the NATIONAL GEODETIC SURVEY
 QO0475.in June 1991.
 QO0475
 QO0475.Significant digits in the geoid height do not necessarily reflect accuracy.
 QO0475.GEOID18 height accuracy estimate available here.
 QO0475
 QO0475.Click photographs - Photos may exist for this station.
 QO0475
 QO0475.The Laplace correction was computed from DEFLEC18 derived deflections.
 QO0475
 QO0475.The dynamic height is computed by dividing the NAVD 88
 QO0475.geopotential number by the normal gravity value computed on the
 QO0475.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QO0475.degrees latitude (g = 980.6199 gals.).
 QO0475
 QO0475.The modeled gravity was interpolated from observed gravity values.
 QO0475
 QO0475. The following values were computed from the NAD 83(1996) position.
 QO0475
 QO0475;                    North         East     Units Scale Factor Converg.
 QO0475;SPC MN S     -   343,752.799   852,379.117   MT  0.99999466   +0 28 01.9
 QO0475;SPC MN S     - 1,127,795.64  2,796,513.82   sFT  0.99999466   +0 28 01.9
 QO0475;UTM  15      - 5,004,308.921   473,807.094   MT  0.99960844   -0 14 11.7
 QO0475
 QO0475!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QO0475!SPC MN S     -   0.99996298  x   0.99999466  =   0.99995764
 QO0475!UTM  15      -   0.99996298  x   0.99960844  =   0.99957143
 QO0475
 QO0475_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL7380704308(NAD 83)
 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  NGVD 29             263.90   (m)          865.8    (f) LEVELING    3  
 QO0475
 QO0475.Superseded values are not recommended for survey control.
 QO0475
 QO0475.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QO0475.See file dsdata.pdf to determine how the superseded data were derived.
 QO0475
 QO0475_MARKER: DB = BENCH MARK DISK
 QO0475_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 QO0475_STAMPING: 0215 J 1970
 QO0475_MARK LOGO: MNHD
 QO0475_PROJECTION: PROJECTING 5 CENTIMETERS
 QO0475_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 QO0475_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QO0475_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 QO0475+SATELLITE: SATELLITE OBSERVATIONS - May 17, 2011
 QO0475
 QO0475  HISTORY     - Date     Condition        Report By
 QO0475  HISTORY     - 1970     MONUMENTED       MNHD
 QO0475  HISTORY     - 1974     GOOD             NGS
 QO0475  HISTORY     - 1980     GOOD             MNDT
 QO0475  HISTORY     - 1980     GOOD             MNDT
 QO0475  HISTORY     - 19800615 GOOD             MNHD
 QO0475  HISTORY     - 20060628 GOOD             MNDT
 QO0475  HISTORY     - 20110517 GOOD             MNDT
 QO0475
 QO0475                          STATION DESCRIPTION
 QO0475
 QO0475'DESCRIBED BY MN HIGHWAY DEPT 1970 (DKH)
 QO0475'THE MARK, A STANDARD MNHD BENCH MARK DISK STAMPED 02150 1970, IS SET
 QO0475'IN THE TOP OF A CONCRETE POST THAT PROJECTS 0.2 FOOT ABOVE THE
 QO0475'SURFACE OF THE GROUND AND IT IS ABOUT 4 FEET ABOVE THE LEVEL OF THE
 QO0475'HIGHWAY.  THE MARK IS 0.1 MILE NORTHWEST OF HIGHWAY MILEPOST
 QO0475'228, 95.5 FEET NORTHEAST OF THE CENTERLINE OF THE NORTH LANES OF
 QO0475'TRUNK HIGHWAY 10 AND 0.2 FOOT SOUTH OF A STEEL WITNESS POST.
 QO0475
 QO0475                          STATION RECOVERY (1974)
 QO0475
 QO0475'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974
 QO0475'3.7 MI EAST FROM ANOKA.  ABOUT 0.15 MILE NORTHWEST ALONG MAIN STREET
 QO0475'FROM THE CITY HALL AT ANOKA, THENCE 0.4 MILE NORTH ALONG FERRY STREET
 QO0475'WHICH IS STATE HIGHWAY 47, THENCE 3.15 MILES SOUTHEAST ALONG U.S.
 QO0475'HIGHWAY 10 AND STATE HIGHWAY 47, 0.1 MILE NORTHWEST OF HIGHWAY
 QO0475'MILEPOST 228, 95 1/2 FEET NORTHEAST OF THE CENTERLINE OF THE NORTH
 QO0475'LANES OF THE HIGHWAY, 0.25 FOOT SOUTH OF A METAL WITNESS POST, ABOUT 4
 QO0475'FEET ABOVE THE LEVEL OF THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE
 QO0475'POST WHICH PROJECTS 3 INCHES.  SECTION 9, T31N, R24W.
 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, T31N, R24W, 95.5
 QO0475'FEET NORTHEAST OF THE CENTERLINE OF THE NORTH LANES OF TRUNK HIGHWAY
 QO0475'10, AND 0.2 FOOT SOUTH OF A STEEL WITNESS POST.  THE MARK, A STANDARD
 QO0475'MNDT BENCH MARK DISK STAMPED---0215 J 1970---, IS SET IN THE TOP OF A
 QO0475'6 INCH PRECAST CONCRETE POST THAT PROJECTS 0.2 FOOT ABOVE THE SURFACE
 QO0475'OF THE GROUND AND IS ABOUT 4 FEET ABOVE THE LEVEL OF THE HIGHWAY.
 QO0475
 QO0475                          STATION RECOVERY (1980)
 QO0475
 QO0475'RECOVERY NOTE BY MN DEPT OF TRANSP 1980
 QO0475'THE MARK IS IN TOWN RAPIDS, IN THE NORTHWEST 1/4 OF SECTION 9, T31N,
 QO0475'R24W, 0.5 MILE SOUTHEAST ALONG TRUNK HIGHWAY 10 AND TRUNK HIGHWAY 47
 QO0475'FROM ITS JUNCTION WITH TRUNK HIGHWAY 242 IN TOWN.  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.  IT IS 95.5 FEET NORTHEAST OF
 QO0475'THE CENTERLINE OF TRUNK HIGHWAY 10 AND TRUNK HIGHWAY 47 AT MILEPOINT
 QO0475'228.1 AND 0.25 FEET SOUTHWEST OF A STEEL WITNESS POST.  STEEL ROD IN
 QO0475'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'
 QO0475'THE STATION IS LOCATED IN TOWN, EAST OF THE TOWN OF ANOKA, IN THE
 QO0475'NORTHEAST 1/4 OF SECTION 9, T31N, R24W, ON THE NORTHEAST RIGHT-OF-WAY
 QO0475'OF TRUNK HIGHWAY 10 AT MILEPOINT 228.1, 1/2 MILE SOUTH OF THE JUNCTION
 QO0475'OF TRUNK HIGHWAY 10 AND TRUNK HIGHWAY 242 (MAIN STREET).
 QO0475'
 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'
 QO0475'THE STATION IS A STANDARD MNDT BENCH MARK DISK STAMPED
 QO0475'---0215 J 1970---, SET IN THE TOP OF A 6 INCH ROUND PRECAST CONCRETE
 QO0475'POST THAT PROJECTS 0.2 FOOT (6.1 CM) ABOVE THE SURFACE OF THE GROUND
 QO0475'AND IS ABOUT 4 FT (1.2 M) ABOVE THE LEVEL OF THE HIGHWAY.  IT IS 0.1
 QO0475'MILE (0.2 KM) NORTHWEST OF HIGHWAY MILEPOST 228, 95.5 FT (29.1 M)
 QO0475'NORTHEAST OF THE CENTERLINE OF THE NORTH LANES OF TRUNK HIGHWAY 10,
 QO0475'AND 0.2 FOOT (6.1 CM) SOUTH OF A STEEL WITNESS POST.  THIS STATION IS
 QO0475'AN AZIMUTH MARK FOR STATION MAIN MNDT.
 QO0475
 QO0475                          STATION RECOVERY (2006)
 QO0475
 QO0475'RECOVERY NOTE BY MN DEPT OF TRANSP 2006 (MAS)
 QO0475'THE MARK IS FOUND 0.5 MILES SOUTHEAST OF TRUNK HIGHWAY 242 ON TRUNK
 QO0475'HIGHWAY 10, 0.1 MILE NORTHWEST OF MILEPOST 228, TO TRUNK HIGHWAY 10
 QO0475'MILEPOINT 227.9, 95.5 FEET NORTHEAST OF NORTHBOUND TRUNK HIGHWAY 10,
 QO0475'2.0 FEET SOUTH OF WITNESS POST
 QO0475
 QO0475                          STATION RECOVERY (2011)
 QO0475
 QO0475'RECOVERY NOTE BY MN DEPT OF TRANSP 2011 (PJG)
 QO0475'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 QO0474 ***********************************************************************
 QO0474  DESIGNATION -  0215 K
 QO0474  PID         -  QO0474
 QO0474  STATE/COUNTY-  MN/ANOKA
 QO0474  COUNTRY     -  US
 QO0474  USGS QUAD   -  COON RAPIDS (2019)
 QO0474
 QO0474                         *CURRENT SURVEY CONTROL
 QO0474  ______________________________________________________________________
 QO0474* NAD 83(2011) POSITION- 45 11 11.62970(N) 093 19 37.06077(W)   ADJUSTED
 QO0474* NAD 83(2011) ELLIP HT-   237.423 (meters)        (12/24/14)   ADJUSTED
 QO0474* NAD 83(2011) EPOCH   -  2010.00
 QO0474* NAVD 88 ORTHO HEIGHT -   265.220 (meters)      870.14  (feet) ADJUSTED
 QO0474  ______________________________________________________________________
 QO0474  GEOID HEIGHT    -        -27.792 (meters)                     GEOID18
 QO0474  NAD 83(2011) X  -   -261,330.490 (meters)                     COMP
 QO0474  NAD 83(2011) Y  - -4,495,484.171 (meters)                     COMP
 QO0474  NAD 83(2011) Z  -  4,502,153.747 (meters)                     COMP
 QO0474  LAPLACE CORR    -          5.66  (seconds)                    DEFLEC18
 QO0474  DYNAMIC HEIGHT  -        265.205 (meters)      870.09  (feet) COMP
 QO0474  MODELED GRAVITY -    980,556.4   (mgal)                       NAVD 88
 QO0474
 QO0474  VERT ORDER      -  FIRST     CLASS I
 QO0474
 QO0474  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 QO0474  Standards:
 QO0474         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 QO0474            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 QO0474  -------------------------------------------------------------------
 QO0474  NETWORK    0.73   0.86           0.32   0.27   0.44      0.13046556
 QO0474  -------------------------------------------------------------------
 QO0474  Click here for local accuracies and other accuracy information.
 QO0474
 QO0474.The horizontal coordinates were established by GPS observations
 QO0474.and adjusted by the MN DEPT OF TRANSP in December 2014.
 QO0474
 QO0474.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 QO0474.been affixed to the stable North American tectonic plate. See 
 QO0474.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 QO0474
 QO0474.The horizontal coordinates are valid at the epoch date displayed above
 QO0474.which is a decimal equivalence of Year/Month/Day.
 QO0474
 QO0474.The orthometric height was determined by differential leveling and
 QO0474.adjusted by the NATIONAL GEODETIC SURVEY
 QO0474.in June 1991.
 QO0474
 QO0474.Significant digits in the geoid height do not necessarily reflect accuracy.
 QO0474.GEOID18 height accuracy estimate available here.
 QO0474
 QO0474.Click photographs - Photos may exist for this station.
 QO0474
 QO0474.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 QO0474
 QO0474.The Laplace correction was computed from DEFLEC18 derived deflections.
 QO0474
 QO0474.The ellipsoidal height was determined by GPS observations
 QO0474.and is referenced to NAD 83.
 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. The following values were computed from the NAD 83(2011) position.
 QO0474
 QO0474;                    North         East     Units Scale Factor Converg.
 QO0474;SPC MN S     -   343,177.535   852,893.535   MT  0.99999356   +0 28 18.3
 QO0474;SPC MN S     - 1,125,908.30  2,798,201.54   sFT  0.99999356   +0 28 18.3
 QO0474;UTM  15      - 5,003,727.606   474,314.212   MT  0.99960811   -0 13 55.0
 QO0474
 QO0474!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QO0474!SPC MN S     -   0.99996278  x   0.99999356  =   0.99995634
 QO0474!UTM  15      -   0.99996278  x   0.99960811  =   0.99957090
 QO0474
 QO0474:                Primary Azimuth Mark                     Grid Az
 QO0474:SPC MN S     -  0215 AB                                  117 33 19.7
 QO0474:UTM  15      -  0215 AB                                  118 15 33.0
 QO0474
 QO0474_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL7431403727(NAD 83)
 QO0474
 QO0474|---------------------------------------------------------------------|
 QO0474| PID    Reference Object                     Distance      Geod. Az  |
 QO0474|                                                           dddmmss.s |
 QO0474| DO5205 0215 AB                             APPROX. 1.1 KM 1180138.0 |
 QO0474| DO5203 0215 AD                             APPROX. 1.2 KM 3150716.1 |
 QO0474|---------------------------------------------------------------------|
 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
 QO0474.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QO0474.See file dsdata.pdf to determine how the superseded data were derived.
 QO0474
 QO0474_MARKER: DB = BENCH MARK DISK
 QO0474_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 QO0474_STAMPING: 0215 K 1970
 QO0474_MARK LOGO: MNHD
 QO0474_PROJECTION: FLUSH
 QO0474_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 QO0474_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QO0474_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QO0474+SATELLITE: SATELLITE OBSERVATIONS - May 17, 2011
 QO0474
 QO0474  HISTORY     - Date     Condition        Report By
 QO0474  HISTORY     - 19700401 MONUMENTED       MNHD
 QO0474  HISTORY     - 1970     GOOD             NGS
 QO0474  HISTORY     - 20110517 GOOD             MNDT
 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 A SENIOR HIGH SCHOOL
 QO0474'ATHLETIC FIELD, 96 FEET (SLOPE DISTANCE) SOUTHWEST OF THE
 QO0474'CENTERLINE 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, T31N, R24W.
 QO0474
 QO0474                          STATION RECOVERY (2011)
 QO0474
 QO0474'RECOVERY NOTE BY MN DEPT OF TRANSP 2011 (PJG)
 QO0474'THE MARK IS 4.2 MI (6.8 KM) EAST OF ANOKA.
 QO0474'
 QO0474'TO REACH THE MARK GO 3.65 MI (5.9 KM) SOUTHEAST OF THE JUNCTION OF
 QO0474'TRUNK HIGHWAY 10 AND FERRY STREET, AT TRUNK HIGHWAY 10 MILE POINT
 QO0474'228.4.
 QO0474'
 QO0474'LOCATED 96 FT (29.3 M) SOUTHWEST OF SOUTHBOUND TRUNK HIGHWAY 10, 176.6
 QO0474'FT (53.8 M) SOUTH-SOUTHWEST OF THE SOUTHWEST LEG OF THE HANSEN
 QO0474'BOULEVARD 1/2 MI (0.8 KM) SIGN, 3.5 FT (1.1 M) NORTHEAST OF CHAIN LINK
 QO0474'FENCE AROUND ATHLETIC FIELD, OPPOSITE THE BACKSTOP ON WEST BASEBALL
 QO0474'FIELD, 2.5 FT (0.8 M) NORTHEAST OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 QO2080 ***********************************************************************
 QO2080  DESIGNATION -  0215 U
 QO2080  PID         -  QO2080
 QO2080  STATE/COUNTY-  MN/ANOKA
 QO2080  COUNTRY     -  US
 QO2080  USGS QUAD   -  ANOKA (2019)
 QO2080
 QO2080                         *CURRENT SURVEY CONTROL
 QO2080  ______________________________________________________________________
 QO2080* NAD 83(1986) POSITION- 45 12 17.34   (N) 093 23 22.97   (W)   HD_HELD1
 QO2080* NAVD 88 ORTHO HEIGHT -   268.668 (meters)      881.45  (feet) ADJUSTED
 QO2080  ______________________________________________________________________
 QO2080  GEOID HEIGHT    -        -28.022 (meters)                     GEOID18
 QO2080  DYNAMIC HEIGHT  -        268.648 (meters)      881.39  (feet) COMP
 QO2080  MODELED GRAVITY -    980,536.5   (mgal)                       NAVD 88
 QO2080
 QO2080  VERT ORDER      -  SECOND    CLASS I
 QO2080
 QO2080.The horizontal coordinates were determined by differentially corrected
 QO2080.hand held GPS observations or other comparable positioning techniques
 QO2080.and have an estimated accuracy of +/- 3 meters.
 QO2080
 QO2080.The orthometric height was determined by differential leveling and
 QO2080.adjusted by the NATIONAL GEODETIC SURVEY
 QO2080.in June 1991.
 QO2080
 QO2080.Significant digits in the geoid height do not necessarily reflect accuracy.
 QO2080.GEOID18 height accuracy estimate available here.
 QO2080
 QO2080.Click photographs - Photos may exist for this station.
 QO2080
 QO2080.The dynamic height is computed by dividing the NAVD 88
 QO2080.geopotential number by the normal gravity value computed on the
 QO2080.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QO2080.degrees latitude (g = 980.6199 gals.).
 QO2080
 QO2080.The modeled gravity was interpolated from observed gravity values.
 QO2080
 QO2080;                    North         East    Units  Estimated Accuracy
 QO2080;SPC MN S     -   345,167.3     847,946.8     MT  (+/- 3 meters HH1 GPS) 
 QO2080
 QO2080_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL6939405777(NAD 83)
 QO2080
 QO2080                          SUPERSEDED SURVEY CONTROL
 QO2080
 QO2080.No superseded survey control is available for this station.
 QO2080
 QO2080_MARKER: DB = BENCH MARK DISK
 QO2080_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 QO2080_SP_SET: BRIDGE ABUTMENT
 QO2080_STAMPING: 0215 U 1979
 QO2080_MARK LOGO: MNHD
 QO2080_MAGNETIC: N = NO MAGNETIC MATERIAL
 QO2080_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QO2080_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 QO2080+SATELLITE: SATELLITE OBSERVATIONS - October 08, 2014
 QO2080
 QO2080  HISTORY     - Date     Condition        Report By
 QO2080  HISTORY     - 19790401 MONUMENTED       MNHD
 QO2080  HISTORY     - 1980     GOOD             MNDT
 QO2080  HISTORY     - 19950825 GOOD             USPSQD
 QO2080  HISTORY     - 20110517 GOOD             MNDT
 QO2080  HISTORY     - 20120328 GOOD             MNDT
 QO2080  HISTORY     - 20141008 GOOD             MNDT
 QO2080
 QO2080                          STATION DESCRIPTION
 QO2080
 QO2080'DESCRIBED BY MN HIGHWAY DEPT 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.
 QO2080
 QO2080                          STATION RECOVERY (2011)
 QO2080
 QO2080'RECOVERY NOTE BY MN DEPT OF TRANSP 2011 (PJG)
 QO2080'RECOVERED AS DESCRIBED.
 QO2080
 QO2080                          STATION RECOVERY (2012)
 QO2080
 QO2080'RECOVERY NOTE BY MN DEPT OF TRANSP 2012 (JBG)
 QO2080'THE VERTICAL MARK IS LOCATED ABOUT 12.9 KM (8.0 MI) EAST OF ROGERS,
 QO2080'9.5 KM (5.9 MI) NORTH OF OSSEO AND IN THE TOWN OF ANOKA, MN.
 QO2080'
 QO2080'IN ANOKA GO 3.0 MI (4.8 KM) WEST ALONG TRUNK HIGHWAY 10 FROM THE
 QO2080'JUNCTION OF TRUNK HIGHWAY 10 AND COUNTY ROAD 14 (MAIN STREET) IN ANOKA
 QO2080'TO THE BENCH MARK.
 QO2080'
 QO2080'THE VERTICAL MARK IS FOUND IN THE SOUTHEAST CORNER OF FERRY STREET
 QO2080'BRIDGE NUMBER 9713 OVER TRUNK HIGHWAY 10.
 QO2080
 QO2080                          STATION RECOVERY (2014)
 QO2080
 QO2080'RECOVERY NOTE BY MN DEPT OF TRANSP 2014 (KMS)
 QO2080'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DO5214 ***********************************************************************
 DO5214  DESIGNATION -  0215 V
 DO5214  PID         -  DO5214
 DO5214  STATE/COUNTY-  MN/ANOKA
 DO5214  COUNTRY     -  US
 DO5214  USGS QUAD   -  COON RAPIDS (2019)
 DO5214
 DO5214                         *CURRENT SURVEY CONTROL
 DO5214  ______________________________________________________________________
 DO5214* NAD 83(1986) POSITION- 45 08 45.4    (N) 093 16 10.4    (W)   HD_HELD2
 DO5214* NAVD 88 ORTHO HEIGHT -   284.270 (meters)      932.64  (feet) ADJUSTED
 DO5214  ______________________________________________________________________
 DO5214  GEOID HEIGHT    -        -27.472 (meters)                     GEOID18
 DO5214  DYNAMIC HEIGHT  -        284.264 (meters)      932.62  (feet) COMP
 DO5214  MODELED GRAVITY -    980,588.3   (mgal)                       NAVD 88
 DO5214
 DO5214  VERT ORDER      -  SECOND    CLASS I
 DO5214
 DO5214.The horizontal coordinates were established by autonomous hand held GPS
 DO5214.observations and have an estimated accuracy of +/- 10 meters.
 DO5214
 DO5214.The orthometric height was determined by differential leveling and
 DO5214.adjusted by the NATIONAL GEODETIC SURVEY
 DO5214.in September 2013.
 DO5214
 DO5214.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO5214.GEOID18 height accuracy estimate available here.
 DO5214
 DO5214.Click photographs - Photos may exist for this station.
 DO5214
 DO5214.The dynamic height is computed by dividing the NAVD 88
 DO5214.geopotential number by the normal gravity value computed on the
 DO5214.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO5214.degrees latitude (g = 980.6199 gals.).
 DO5214
 DO5214.The modeled gravity was interpolated from observed gravity values.
 DO5214
 DO5214;                    North         East    Units  Estimated Accuracy
 DO5214;SPC MN S     -   338,702.      857,445.      MT  (+/- 10 meters HH2 GPS)
 DO5214
 DO5214_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK7880899198(NAD 83)
 DO5214
 DO5214                          SUPERSEDED SURVEY CONTROL
 DO5214
 DO5214.No superseded survey control is available for this station.
 DO5214
 DO5214_MARKER: DD = SURVEY DISK
 DO5214_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DO5214_SP_SET: BRIDGE RAILING
 DO5214_STAMPING: 0215 V 1997
 DO5214_MARK LOGO: MNDT
 DO5214_MAGNETIC: N = NO MAGNETIC MATERIAL
 DO5214_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DO5214_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DO5214+SATELLITE: SATELLITE OBSERVATIONS - June 01, 2011
 DO5214
 DO5214  HISTORY     - Date     Condition        Report By
 DO5214  HISTORY     - 19970401 MONUMENTED       MNDT
 DO5214  HISTORY     - 20110601 GOOD             MNDT
 DO5214
 DO5214                          STATION DESCRIPTION
 DO5214
 DO5214'DESCRIBED BY MN DEPT OF TRANSP 2011 (PJG)
 DO5214'THE MARK IS ABOUT 12 MILES NORTH OF MINNEAPOLIS.
 DO5214'
 DO5214'TO REACH THE MARK IN BRIDGE RAILING IN SOUTHEAST CORNER OF TRUNK
 DO5214'HIGHWAY 10 BRIDGE NUMBER 02035 OVER TRUNK HIGHWAY 47, 1.9 MI (3.1 KM)
 DO5214'NORTHWEST ALONG TRUNK HIGHWAY 10 FROM THE JUNCTION OF TRUNK HIGHWAY 10
 DO5214'AND TRUNK HIGHWAY 65, AT TRUNK HIGHWAY 10 MILE POINT 232.45.
 DO5214'
 DO5214'LOCATED 24.0 FT (7.3 M) EAST OF TRUNK HIGHWAY 10.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DO5213 ***********************************************************************
 DO5213  DESIGNATION -  0215 W
 DO5213  PID         -  DO5213
 DO5213  STATE/COUNTY-  MN/ANOKA
 DO5213  COUNTRY     -  US
 DO5213  USGS QUAD   -  COON RAPIDS (2019)
 DO5213
 DO5213                         *CURRENT SURVEY CONTROL
 DO5213  ______________________________________________________________________
 DO5213* NAD 83(1986) POSITION- 45 08 47.2    (N) 093 16 12.9    (W)   HD_HELD2
 DO5213* NAVD 88 ORTHO HEIGHT -   283.523 (meters)      930.19  (feet) ADJUSTED
 DO5213  ______________________________________________________________________
 DO5213  GEOID HEIGHT    -        -27.475 (meters)                     GEOID18
 DO5213  DYNAMIC HEIGHT  -        283.518 (meters)      930.18  (feet) COMP
 DO5213  MODELED GRAVITY -    980,588.1   (mgal)                       NAVD 88
 DO5213
 DO5213  VERT ORDER      -  SECOND    CLASS I
 DO5213
 DO5213.The horizontal coordinates were established by autonomous hand held GPS
 DO5213.observations and have an estimated accuracy of +/- 10 meters.
 DO5213
 DO5213.The orthometric height was determined by differential leveling and
 DO5213.adjusted by the NATIONAL GEODETIC SURVEY
 DO5213.in September 2013.
 DO5213
 DO5213.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO5213.GEOID18 height accuracy estimate available here.
 DO5213
 DO5213.Click photographs - Photos may exist for this station.
 DO5213
 DO5213.The dynamic height is computed by dividing the NAVD 88
 DO5213.geopotential number by the normal gravity value computed on the
 DO5213.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO5213.degrees latitude (g = 980.6199 gals.).
 DO5213
 DO5213.The modeled gravity was interpolated from observed gravity values.
 DO5213
 DO5213;                    North         East    Units  Estimated Accuracy
 DO5213;SPC MN S     -   338,757.      857,390.      MT  (+/- 10 meters HH2 GPS)
 DO5213
 DO5213_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK7875499254(NAD 83)
 DO5213
 DO5213                          SUPERSEDED SURVEY CONTROL
 DO5213
 DO5213.No superseded survey control is available for this station.
 DO5213
 DO5213_MARKER: DD = SURVEY DISK
 DO5213_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DO5213_SP_SET: BRIDGE RAILING
 DO5213_STAMPING: 0215 W 1997
 DO5213_MARK LOGO: MNDT
 DO5213_MAGNETIC: N = NO MAGNETIC MATERIAL
 DO5213_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DO5213_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DO5213+SATELLITE: SATELLITE OBSERVATIONS - June 01, 2011
 DO5213
 DO5213  HISTORY     - Date     Condition        Report By
 DO5213  HISTORY     - 19970401 MONUMENTED       MNDT
 DO5213  HISTORY     - 20110601 GOOD             MNDT
 DO5213
 DO5213                          STATION DESCRIPTION
 DO5213
 DO5213'DESCRIBED BY MN DEPT OF TRANSP 2011 (PJG)
 DO5213'THE MARK IS ABOUT 12 MILES NORTH OF MINNEAPOLIS.
 DO5213'
 DO5213'TO REACH THE MARK IN BRIDGE RAILING IN NORTHWEST CORNER OF TRUNK
 DO5213'HIGHWAY 10 BRIDGE NUMBER 02035 OVER TRUNK HIGHWAY 47, 0.45 MI (0.7 KM)
 DO5213'SOUTHEAST ALONG TRUNK HIGHWAY 10 FROM THE JUNCTION OF TRUNK HIGHWAY 10
 DO5213'AND COUNTY ROAD 11 (FOLEY BOULEVARD), AT TRUNK HIGHWAY 10 MILE POINT
 DO5213'232.4.
 DO5213'
 DO5213'LOCATED 31.8 FT (9.7 M) WEST OF TRUNK HIGHWAY 10.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DO5212 ***********************************************************************
 DO5212  DESIGNATION -  0215 X
 DO5212  PID         -  DO5212
 DO5212  STATE/COUNTY-  MN/ANOKA
 DO5212  COUNTRY     -  US
 DO5212  USGS QUAD   -  COON RAPIDS (2019)
 DO5212
 DO5212                         *CURRENT SURVEY CONTROL
 DO5212  ______________________________________________________________________
 DO5212* NAD 83(1986) POSITION- 45 09 03.1    (N) 093 16 26.7    (W)   HD_HELD2
 DO5212* NAVD 88 ORTHO HEIGHT -   280.446 (meters)      920.10  (feet) ADJUSTED
 DO5212  ______________________________________________________________________
 DO5212  GEOID HEIGHT    -        -27.500 (meters)                     GEOID18
 DO5212  DYNAMIC HEIGHT  -        280.440 (meters)      920.08  (feet) COMP
 DO5212  MODELED GRAVITY -    980,585.9   (mgal)                       NAVD 88
 DO5212
 DO5212  VERT ORDER      -  SECOND    CLASS I
 DO5212
 DO5212.The horizontal coordinates were established by autonomous hand held GPS
 DO5212.observations and have an estimated accuracy of +/- 10 meters.
 DO5212
 DO5212.The orthometric height was determined by differential leveling and
 DO5212.adjusted by the NATIONAL GEODETIC SURVEY
 DO5212.in September 2013.
 DO5212
 DO5212.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO5212.GEOID18 height accuracy estimate available here.
 DO5212
 DO5212.Click photographs - Photos may exist for this station.
 DO5212
 DO5212.The dynamic height is computed by dividing the NAVD 88
 DO5212.geopotential number by the normal gravity value computed on the
 DO5212.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO5212.degrees latitude (g = 980.6199 gals.).
 DO5212
 DO5212.The modeled gravity was interpolated from observed gravity values.
 DO5212
 DO5212;                    North         East    Units  Estimated Accuracy
 DO5212;SPC MN S     -   339,245.      857,084.      MT  (+/- 10 meters HH2 GPS)
 DO5212
 DO5212_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK7845499745(NAD 83)
 DO5212
 DO5212                          SUPERSEDED SURVEY CONTROL
 DO5212
 DO5212.No superseded survey control is available for this station.
 DO5212
 DO5212_MARKER: DD = SURVEY DISK
 DO5212_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DO5212_SP_SET: BRIDGE RAILING
 DO5212_STAMPING: 0215 X 1996
 DO5212_MARK LOGO: MNDT
 DO5212_MAGNETIC: N = NO MAGNETIC MATERIAL
 DO5212_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DO5212_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DO5212+SATELLITE: SATELLITE OBSERVATIONS - June 01, 2011
 DO5212
 DO5212  HISTORY     - Date     Condition        Report By
 DO5212  HISTORY     - 19960401 MONUMENTED       MNDT
 DO5212  HISTORY     - 20110601 GOOD             MNDT
 DO5212
 DO5212                          STATION DESCRIPTION
 DO5212
 DO5212'DESCRIBED BY MN DEPT OF TRANSP 2011 (PJG)
 DO5212'THE MARK IS ABOUT 11.4 MILES NORTH OF MINNEAPOLIS.
 DO5212'
 DO5212'TO REACH THE MARK IN BRIDGE RAILING IN NORTHWEST CORNER OF FOLEY
 DO5212'BOULEVARD (COUNTY ROAD 11) RAMP ONTO TRUNK HIGHWAY 10 BRIDGE NUMBER
 DO5212'02034 OVER TRUNK HIGHWAY 47 SOUTHBOUND, 0.55 MI (0.9 KM) NORTHEAST
 DO5212'ALONG FOLEY BOULEVARD (COUNTY ROAD 11) FROM THE JUNCTION OF FOLEY
 DO5212'BOULEVARD (COUNTY RD 11) AND COUNTY ROAD 3, THEN 0.05 MI (0.1 KM)
 DO5212'SOUTHEAST ALONG RAMP TO TRUNK HIGHWAY 10 EAST.
 DO5212'
 DO5212'LOCATED 41.0 FT (12.5 M) SOUTHWEST OF FOLEY BOULEVARD (COUNTY ROAD 11)
 DO5212'RAMP TO TRUNK HIGHWAY 10 EAST, 12.6 FT (3.8 M) SOUTHWEST OF CARPOOL
 DO5212'LANE.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DO5211 ***********************************************************************
 DO5211  DESIGNATION -  0215 Y
 DO5211  PID         -  DO5211
 DO5211  STATE/COUNTY-  MN/ANOKA
 DO5211  COUNTRY     -  US
 DO5211  USGS QUAD   -  COON RAPIDS (2019)
 DO5211
 DO5211                         *CURRENT SURVEY CONTROL
 DO5211  ______________________________________________________________________
 DO5211* NAD 83(2011) POSITION- 45 09 09.55055(N) 093 16 26.35967(W)   ADJUSTED
 DO5211* NAD 83(2011) ELLIP HT-   252.312 (meters)        (12/24/14)   ADJUSTED
 DO5211* NAD 83(2011) EPOCH   -  2010.00
 DO5211* NAVD 88 ORTHO HEIGHT -   279.822 (meters)      918.05  (feet) ADJUSTED
 DO5211  ______________________________________________________________________
 DO5211  GEOID HEIGHT    -        -27.508 (meters)                     GEOID18
 DO5211  NAD 83(2011) X  -   -257,327.349 (meters)                     COMP
 DO5211  NAD 83(2011) Y  - -4,498,402.824 (meters)                     COMP
 DO5211  NAD 83(2011) Z  -  4,499,507.239 (meters)                     COMP
 DO5211  LAPLACE CORR    -          3.70  (seconds)                    DEFLEC18
 DO5211  DYNAMIC HEIGHT  -        279.815 (meters)      918.03  (feet) COMP
 DO5211  MODELED GRAVITY -    980,585.3   (mgal)                       NAVD 88
 DO5211
 DO5211  VERT ORDER      -  SECOND    CLASS I
 DO5211
 DO5211  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DO5211  Standards:
 DO5211         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DO5211            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DO5211  -------------------------------------------------------------------
 DO5211  NETWORK    0.39   0.73           0.18   0.13   0.37      0.01737721
 DO5211  -------------------------------------------------------------------
 DO5211  Click here for local accuracies and other accuracy information.
 DO5211
 DO5211.The horizontal coordinates were established by GPS observations
 DO5211.and adjusted by the MN DEPT OF TRANSP in December 2014.
 DO5211
 DO5211.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DO5211.been affixed to the stable North American tectonic plate. See 
 DO5211.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DO5211
 DO5211.The horizontal coordinates are valid at the epoch date displayed above
 DO5211.which is a decimal equivalence of Year/Month/Day.
 DO5211
 DO5211.The orthometric height was determined by differential leveling and
 DO5211.adjusted by the NATIONAL GEODETIC SURVEY
 DO5211.in September 2013.
 DO5211
 DO5211.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO5211.GEOID18 height accuracy estimate available here.
 DO5211
 DO5211.Click photographs - Photos may exist for this station.
 DO5211
 DO5211.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DO5211
 DO5211.The Laplace correction was computed from DEFLEC18 derived deflections.
 DO5211
 DO5211.The ellipsoidal height was determined by GPS observations
 DO5211.and is referenced to NAD 83.
 DO5211
 DO5211.The dynamic height is computed by dividing the NAVD 88
 DO5211.geopotential number by the normal gravity value computed on the
 DO5211.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO5211.degrees latitude (g = 980.6199 gals.).
 DO5211
 DO5211.The modeled gravity was interpolated from observed gravity values.
 DO5211
 DO5211. The following values were computed from the NAD 83(2011) position.
 DO5211
 DO5211;                    North         East     Units Scale Factor Converg.
 DO5211;SPC MN S     -   339,444.659   857,089.966   MT  0.99998664   +0 30 32.0
 DO5211;SPC MN S     - 1,113,661.35  2,811,969.33   sFT  0.99998664   +0 30 32.0
 DO5211;UTM  15      - 4,999,944.943   478,462.910   MT  0.99960570   -0 11 39.3
 DO5211
 DO5211!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DO5211!SPC MN S     -   0.99996044  x   0.99998664  =   0.99994708
 DO5211!UTM  15      -   0.99996044  x   0.99960570  =   0.99956616
 DO5211
 DO5211:                Primary Azimuth Mark                     Grid Az
 DO5211:SPC MN S     -  MARTIN                                   322 19 36.2
 DO5211:UTM  15      -  MARTIN                                   323 01 47.5
 DO5211
 DO5211_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK7846299944(NAD 83)
 DO5211
 DO5211|---------------------------------------------------------------------|
 DO5211| PID    Reference Object                     Distance      Geod. Az  |
 DO5211|                                                           dddmmss.s |
 DO5211| DO5209 MARTIN                              476.847 METERS 3225008.2 |
 DO5211|---------------------------------------------------------------------|
 DO5211
 DO5211                          SUPERSEDED SURVEY CONTROL
 DO5211
 DO5211.No superseded survey control is available for this station.
 DO5211
 DO5211_MARKER: I = METAL ROD
 DO5211_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DO5211_STAMPING: 0215 Y 2011
 DO5211_MARK LOGO: MNDT
 DO5211_PROJECTION: RECESSED 8 CENTIMETERS
 DO5211_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DO5211_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DO5211_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DO5211+SATELLITE: SATELLITE OBSERVATIONS - April 15, 2016
 DO5211_ROD/PIPE-DEPTH: 19.8 meters
 DO5211
 DO5211  HISTORY     - Date     Condition        Report By
 DO5211  HISTORY     - 20110616 MONUMENTED       MNDT
 DO5211  HISTORY     - 20160415 GOOD             MNDT
 DO5211
 DO5211                          STATION DESCRIPTION
 DO5211
 DO5211'DESCRIBED BY MN DEPT OF TRANSP 2011
 DO5211'THE MARK IS FOUND 11.5 MILES NORTH OF MINNEAPOLIS.
 DO5211'
 DO5211'TO REACH THE MARK GO 0.65 MI (1.0 KM) NORTHEAST ALONG COUNTY ROAD
 DO5211'11FOLEY BOULEVARD FROM THE JUNCTION OF COUNTY ROAD 11FOLEY BOULEVARD
 DO5211'AND COUNTY ROAD 3.
 DO5211'
 DO5211'LOCATED 32.1 FT (9.8 M) SOUTHEAST OF EASTBOUND COUNTY ROAD 11FOLEY
 DO5211'BOULEVARD, 33.2 FT (10.1 M) EAST OF A FENCE LINE, 1.5 FT (0.5 M)
 DO5211'NORTHWEST OF A WITNESS POST.
 DO5211
 DO5211                          STATION RECOVERY (2016)
 DO5211
 DO5211'RECOVERY NOTE BY MN DEPT OF TRANSP 2016 (JXR)
 DO5211'IN TOWN, 0.65 MILE NORTHEAST ALONG COUNTY ROAD 11 (FOLEY
 DO5211'BOULEVARD) FROM JUNCTION OF COUNTY ROAD 11 (FOLEY BOULEVARD) AND
 DO5211'COUNTY ROAD 3, 206.0 FEET NORTHEAST OF WESTBOUND TRUNK
 DO5211'HIGHWAY 10, 32.1 FEET SOUTHEAST OF EASTBOUND COUNTY ROAD 11
 DO5211'(FOLEY BOULEVARD), 33.2 FEET EAST OF FENCE LINE, 1.5 FEET
 DO5211'NORTHWEST OF WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DO5210 ***********************************************************************
 DO5210  DESIGNATION -  0215 Z
 DO5210  PID         -  DO5210
 DO5210  STATE/COUNTY-  MN/ANOKA
 DO5210  COUNTRY     -  US
 DO5210  USGS QUAD   -  COON RAPIDS (2019)
 DO5210
 DO5210                         *CURRENT SURVEY CONTROL
 DO5210  ______________________________________________________________________
 DO5210* NAD 83(1986) POSITION- 45 09 10.3    (N) 093 16 27.1    (W)   HD_HELD2
 DO5210* NAVD 88 ORTHO HEIGHT -   280.391 (meters)      919.92  (feet) ADJUSTED
 DO5210  ______________________________________________________________________
 DO5210  GEOID HEIGHT    -        -27.509 (meters)                     GEOID18
 DO5210  DYNAMIC HEIGHT  -        280.385 (meters)      919.90  (feet) COMP
 DO5210  MODELED GRAVITY -    980,585.1   (mgal)                       NAVD 88
 DO5210
 DO5210  VERT ORDER      -  SECOND    CLASS I
 DO5210
 DO5210.The horizontal coordinates were established by autonomous hand held GPS
 DO5210.observations and have an estimated accuracy of +/- 10 meters.
 DO5210
 DO5210.The orthometric height was determined by differential leveling and
 DO5210.adjusted by the NATIONAL GEODETIC SURVEY
 DO5210.in September 2013.
 DO5210
 DO5210.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO5210.GEOID18 height accuracy estimate available here.
 DO5210
 DO5210.Click photographs - Photos may exist for this station.
 DO5210
 DO5210.The dynamic height is computed by dividing the NAVD 88
 DO5210.geopotential number by the normal gravity value computed on the
 DO5210.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO5210.degrees latitude (g = 980.6199 gals.).
 DO5210
 DO5210.The modeled gravity was interpolated from observed gravity values.
 DO5210
 DO5210;                    North         East    Units  Estimated Accuracy
 DO5210;SPC MN S     -   339,468.      857,074.      MT  (+/- 10 meters HH2 GPS)
 DO5210
 DO5210_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK7844699968(NAD 83)
 DO5210
 DO5210                          SUPERSEDED SURVEY CONTROL
 DO5210
 DO5210.No superseded survey control is available for this station.
 DO5210
 DO5210_MARKER: DD = SURVEY DISK
 DO5210_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DO5210_SP_SET: BRIDGE RAILING
 DO5210_STAMPING: 0215 Z 1996
 DO5210_MARK LOGO: MNDT
 DO5210_MAGNETIC: N = NO MAGNETIC MATERIAL
 DO5210_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DO5210_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DO5210+SATELLITE: SATELLITE OBSERVATIONS - June 01, 2011
 DO5210
 DO5210  HISTORY     - Date     Condition        Report By
 DO5210  HISTORY     - 19960401 MONUMENTED       MNDT
 DO5210  HISTORY     - 20110601 GOOD             MNDT
 DO5210
 DO5210                          STATION DESCRIPTION
 DO5210
 DO5210'DESCRIBED BY MN DEPT OF TRANSP 2011 (PJG)
 DO5210'THE MARK IS FOUND 11.4 MILES NORTH OF MINNEAPOLIS.
 DO5210'
 DO5210'TO REACH THE MARK IN BRIDGE RAILING IN NORTHEAST CORNER OF FOLEY
 DO5210'BOULEVARD (COUNTY ROAD 11) BRIDGE NUMBER 02033 OVER TRUNK HIGHWAY 10,
 DO5210'0.65 MI (1.0 KM) NORTHEAST ALONG FOLEY BOULEVARD (COUNTY ROAD 11) FROM
 DO5210'THE JUNCTION OF FOLEY BOULEVARD (COUNTY ROAD 11) AND COUNTY
 DO5210'ROAD 3.
 DO5210'
 DO5210'LOCATED 30.6 FT (9.3 M) NORTHWEST OF FOLEY BOULEVARD (COUNTY ROAD 11)
 DO5210'WESTBOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 QO2454 ***********************************************************************
 QO2454  DESIGNATION -  0217 A
 QO2454  PID         -  QO2454
 QO2454  STATE/COUNTY-  MN/ANOKA
 QO2454  COUNTRY     -  US
 QO2454  USGS QUAD   -  COON RAPIDS (2019)
 QO2454
 QO2454                         *CURRENT SURVEY CONTROL
 QO2454  ______________________________________________________________________
 QO2454* NAD 83(1986) POSITION- 45 07 48.60   (N) 093 17 48.59   (W)   HD_HELD1
 QO2454* NAVD 88 ORTHO HEIGHT -   249.273 (meters)      817.82  (feet) ADJUSTED
 QO2454  ______________________________________________________________________
 QO2454  GEOID HEIGHT    -        -27.436 (meters)                     GEOID18
 QO2454  DYNAMIC HEIGHT  -        249.268 (meters)      817.81  (feet) COMP
 QO2454  MODELED GRAVITY -    980,588.6   (mgal)                       NAVD 88
 QO2454
 QO2454  VERT ORDER      -  SECOND    CLASS I
 QO2454
 QO2454.The horizontal coordinates were determined by differentially corrected
 QO2454.hand held GPS observations or other comparable positioning techniques
 QO2454.and have an estimated accuracy of +/- 3 meters.
 QO2454
 QO2454.The orthometric height was determined by differential leveling and
 QO2454.adjusted by the NATIONAL GEODETIC SURVEY
 QO2454.in June 1995.
 QO2454
 QO2454.Significant digits in the geoid height do not necessarily reflect accuracy.
 QO2454.GEOID18 height accuracy estimate available here.
 QO2454
 QO2454.Click photographs - Photos may exist for this station.
 QO2454
 QO2454.The dynamic height is computed by dividing the NAVD 88
 QO2454.geopotential number by the normal gravity value computed on the
 QO2454.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QO2454.degrees latitude (g = 980.6199 gals.).
 QO2454
 QO2454.The modeled gravity was interpolated from observed gravity values.
 QO2454
 QO2454;                    North         East    Units  Estimated Accuracy
 QO2454;SPC MN S     -   336,930.1     855,315.3     MT  (+/- 3 meters HH1 GPS) 
 QO2454
 QO2454_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK7665897453(NAD 83)
 QO2454
 QO2454                          SUPERSEDED SURVEY CONTROL
 QO2454
 QO2454.No superseded survey control is available for this station.
 QO2454
 QO2454_MARKER: DV = VERTICAL CONTROL DISK
 QO2454_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 QO2454_SP_SET: POWER LINE TOWER FOUNDATION
 QO2454_STAMPING: 0217 A 1981
 QO2454_MARK LOGO: MNHD
 QO2454_MAGNETIC: N = NO MAGNETIC MATERIAL
 QO2454_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QO2454_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 QO2454+SATELLITE: SATELLITE OBSERVATIONS - May 11, 2012
 QO2454
 QO2454  HISTORY     - Date     Condition        Report By
 QO2454  HISTORY     - 1981     MONUMENTED       MNHD
 QO2454  HISTORY     - 19871011 GOOD             MNDT
 QO2454  HISTORY     - 20110516 GOOD             MNDT
 QO2454  HISTORY     - 20120511 GOOD             MNDT
 QO2454
 QO2454                          STATION DESCRIPTION
 QO2454
 QO2454'DESCRIBED BY MN DEPT OF TRANSP 1987
 QO2454'THE MARK IS LOCATED IN THE TOWN, 1.8 MI (2.9 KM) WEST-SOUTHWEST
 QO2454'ALONG TRUNK HIGHWAY 610 FROM ITS JUNCTION WITH TRUNK HIGHWAY
 QO2454'10 AND TRUNK HIGHWAY 47, IN THE SE 1/4 OF SECTION 35, T31N, R24W.
 QO2454'
 QO2454'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).
 QO2454
 QO2454                          STATION RECOVERY (2011)
 QO2454
 QO2454'RECOVERY NOTE BY MN DEPT OF TRANSP 2011 (JBG)
 QO2454'RECOVERED AS DESCRIBED.
 QO2454
 QO2454                          STATION RECOVERY (2012)
 QO2454
 QO2454'RECOVERY NOTE BY MN DEPT OF TRANSP 2012 (NMH)
 QO2454'TO REACH THE MARK GO 1.8 MI (2.9 KM) WEST-SOUTHWEST OF THE JUNCTION OF
 QO2454'TRUNK HIGHWAY 610 AND TRUNK HIGHWAY 10/TRUNK HIGHWAY 47, IN THE
 QO2454'REGIONAL PARK, AT TRUNK HIGHWAY 610 MILE POINT 9.9.
 QO2454'
 QO2454'LOCATED 300.0 FT (91.4 M) SOUTH OF EAST END OF TRUNK HIGHWAY 610
 QO2454'BRIDGE OVER MISSISSIPPI RIVER, IN NORTHWEST FOOTING CONCRETE BASE OF
 QO2454'POWER LINE TOWER NUMBER 159, FIRST POWER POLE ON EAST SIDE OF RIVER.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 QO2455 ***********************************************************************
 QO2455  DESIGNATION -  0217 C
 QO2455  PID         -  QO2455
 QO2455  STATE/COUNTY-  MN/ANOKA
 QO2455  COUNTRY     -  US
 QO2455  USGS QUAD   -  COON RAPIDS (2019)
 QO2455
 QO2455                         *CURRENT SURVEY CONTROL
 QO2455  ______________________________________________________________________
 QO2455* NAD 83(1986) POSITION- 45 08 08.57   (N) 093 17 46.18   (W)   HD_HELD1
 QO2455* NAVD 88 ORTHO HEIGHT -   252.040 (meters)      826.90  (feet) ADJUSTED
 QO2455  ______________________________________________________________________
 QO2455  GEOID HEIGHT    -        -27.461 (meters)                     GEOID18
 QO2455  DYNAMIC HEIGHT  -        252.035 (meters)      826.88  (feet) COMP
 QO2455  MODELED GRAVITY -    980,587.9   (mgal)                       NAVD 88
 QO2455
 QO2455  VERT ORDER      -  SECOND    CLASS I
 QO2455
 QO2455.The horizontal coordinates were determined by differentially corrected
 QO2455.hand held GPS observations or other comparable positioning techniques
 QO2455.and have an estimated accuracy of +/- 3 meters.
 QO2455
 QO2455.The orthometric height was determined by differential leveling and
 QO2455.adjusted by the NATIONAL GEODETIC SURVEY
 QO2455.in June 1995.
 QO2455
 QO2455.Significant digits in the geoid height do not necessarily reflect accuracy.
 QO2455.GEOID18 height accuracy estimate available here.
 QO2455
 QO2455.Click photographs - Photos may exist for this station.
 QO2455
 QO2455.The dynamic height is computed by dividing the NAVD 88
 QO2455.geopotential number by the normal gravity value computed on the
 QO2455.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QO2455.degrees latitude (g = 980.6199 gals.).
 QO2455
 QO2455.The modeled gravity was interpolated from observed gravity values.
 QO2455
 QO2455;                    North         East    Units  Estimated Accuracy
 QO2455;SPC MN S     -   337,547.0     855,362.7     MT  (+/- 3 meters HH1 GPS) 
 QO2455
 QO2455_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK7671398069(NAD 83)
 QO2455
 QO2455                          SUPERSEDED SURVEY CONTROL
 QO2455
 QO2455.No superseded survey control is available for this station.
 QO2455
 QO2455_MARKER: DV = VERTICAL CONTROL DISK
 QO2455_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 QO2455+WITH SETTING: PAVEMENT
 QO2455_SP_SET: POWER LINE TOWER FOUNDATION
 QO2455_STAMPING: 0217 C 1981
 QO2455_MARK LOGO: MNHD
 QO2455_MAGNETIC: N = NO MAGNETIC MATERIAL
 QO2455_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QO2455+STABILITY: SURFACE MOTION
 QO2455_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 QO2455+SATELLITE: SATELLITE OBSERVATIONS - May 11, 2012
 QO2455
 QO2455  HISTORY     - Date     Condition        Report By
 QO2455  HISTORY     - 1981     MONUMENTED       MNHD
 QO2455  HISTORY     - 19871011 GOOD             MNDT
 QO2455  HISTORY     - 20110516 GOOD             MNDT
 QO2455  HISTORY     - 20120511 GOOD             MNDT
 QO2455
 QO2455                          STATION DESCRIPTION
 QO2455
 QO2455'DESCRIBED BY MN DEPT OF TRANSP 1987
 QO2455'THE MARK IS LOCATED IN THE NE 1/4 OF SECTION 35, T31N, R24W.
 QO2455'
 QO2455'THE MARK IS ABOUT 1200 FT (365.8 M) EAST OF THE EAST BANK OF
 QO2455'THE MISSISSIPPI RIVER, 570 FT (173.7 M) NORTHWEST OF EASTBOUND
 QO2455'TRUNK HIGHWAY 610 STATION 729, AND 120 FT (36.6 M) NORTH OF A
 QO2455'FOUR-LEG TRANSMISSION TOWER.  THE MARK, A STANDARD MNDT
 QO2455'VERTICAL CONTROL MONUMENT DISK STAMPED (0217 C 1981) AND IS SET
 QO2455'IN THE TOP OF THE CONCRETE BASE AT THE SOUTHWEST CORNER OF STEEL POLE
 QO2455'TOWER NUMBER 5 (NSP).
 QO2455
 QO2455                          STATION RECOVERY (2011)
 QO2455
 QO2455'RECOVERY NOTE BY MN DEPT OF TRANSP 2011 (JBG)
 QO2455'RECOVERED AS DESCRIBED.
 QO2455
 QO2455                          STATION RECOVERY (2012)
 QO2455
 QO2455'RECOVERY NOTE BY MN DEPT OF TRANSP 2012 (NMH)
 QO2455'THE MARK IS IN THE REGIONAL PARK.
 QO2455'
 QO2455'TO REACH THE MARK FROM THE GATE FOLLOW ROAD SOUTHEAST TO SOUTHEAST
 QO2455'PARKING LOT, THEN HIKE OVER A SMALL BRIDGE AND NORTH-NORTHWEST ON BIKE
 QO2455'PATH TO TOWER.
 QO2455'
 QO2455'LOCATED 1200.0 FT (365.8 M) EAST OF EAST BANK OF MISSISSIPPI RIVER,
 QO2455'570.0 FT (173.7 M) NORTHWEST OF WESTBOUND TRUNK HIGHWAY 610 AT STATION
 QO2455'NUMBER 729, 120.0 FT (36.6 M) NORTH OF POWER LINE TOWER, 15.0 FT
 QO2455'(4.6 M) EAST OF BIKE PATH, IN CONCRETE BASE AT SOUTHWEST CORNER OF
 QO2455'POWER LINE TOWER NUMBER 5.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 QO2456 ***********************************************************************
 QO2456  DESIGNATION -  0217 D
 QO2456  PID         -  QO2456
 QO2456  STATE/COUNTY-  MN/ANOKA
 QO2456  COUNTRY     -  US
 QO2456  USGS QUAD   -  COON RAPIDS (2019)
 QO2456
 QO2456                         *CURRENT SURVEY CONTROL
 QO2456  ______________________________________________________________________
 QO2456* NAD 83(1986) POSITION- 45 08 08.41   (N) 093 17 33.15   (W)   HD_HELD1
 QO2456* NAVD 88 ORTHO HEIGHT -   265.414 (meters)      870.78  (feet) ADJUSTED
 QO2456  ______________________________________________________________________
 QO2456  GEOID HEIGHT    -        -27.456 (meters)                     GEOID18
 QO2456  DYNAMIC HEIGHT  -        265.408 (meters)      870.76  (feet) COMP
 QO2456  MODELED GRAVITY -    980,589.0   (mgal)                       NAVD 88
 QO2456
 QO2456  VERT ORDER      -  SECOND    CLASS I
 QO2456
 QO2456.The horizontal coordinates were determined by differentially corrected
 QO2456.hand held GPS observations or other comparable positioning techniques
 QO2456.and have an estimated accuracy of +/- 3 meters.
 QO2456
 QO2456.The orthometric height was determined by differential leveling and
 QO2456.adjusted by the NATIONAL GEODETIC SURVEY
 QO2456.in September 2013.
 QO2456
 QO2456.Significant digits in the geoid height do not necessarily reflect accuracy.
 QO2456.GEOID18 height accuracy estimate available here.
 QO2456
 QO2456.Click photographs - Photos may exist for this station.
 QO2456
 QO2456.The dynamic height is computed by dividing the NAVD 88
 QO2456.geopotential number by the normal gravity value computed on the
 QO2456.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QO2456.degrees latitude (g = 980.6199 gals.).
 QO2456
 QO2456.The modeled gravity was interpolated from observed gravity values.
 QO2456
 QO2456;                    North         East    Units  Estimated Accuracy
 QO2456;SPC MN S     -   337,544.5     855,647.4     MT  (+/- 3 meters HH1 GPS) 
 QO2456
 QO2456_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK7699798063(NAD 83)
 QO2456
 QO2456                          SUPERSEDED SURVEY CONTROL
 QO2456
 QO2456  NAVD 88 (06/23/95)  265.418  (m)          870.79   (f) SUPERSEDED  2 2
 QO2456
 QO2456.Superseded values are not recommended for survey control.
 QO2456
 QO2456.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QO2456.See file dsdata.pdf to determine how the superseded data were derived.
 QO2456
 QO2456_MARKER: DV = VERTICAL CONTROL DISK
 QO2456_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 QO2456_SP_SET: TOWER FOOTING
 QO2456_STAMPING: 0217 D 1981
 QO2456_MARK LOGO: MNHD
 QO2456_MAGNETIC: N = NO MAGNETIC MATERIAL
 QO2456_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QO2456_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 QO2456+SATELLITE: SATELLITE OBSERVATIONS - May 11, 2012
 QO2456
 QO2456  HISTORY     - Date     Condition        Report By
 QO2456  HISTORY     - 19810401 MONUMENTED       MNHD
 QO2456  HISTORY     - 19871011 GOOD             MNDT
 QO2456  HISTORY     - 20110516 GOOD             MNDT
 QO2456  HISTORY     - 20120327 GOOD             MNDT
 QO2456  HISTORY     - 20120511 GOOD             MNDT
 QO2456
 QO2456                          STATION DESCRIPTION
 QO2456
 QO2456'DESCRIBED BY MN DEPT OF TRANSP 1987
 QO2456'THE MARK IS LOCATED IN THE TOWN, IN THE NORTHEAST 1/4 OF SECTION 35,
 QO2456'T31N, R24W.  IT IS ABOUT 0.25 MI (0.40 KM) WEST OF EAST RIVER ROAD,
 QO2456'330 FT (100.6 M) SOUTHEAST OF EASTBOUND TRUNK HIGHWAY 610 STATION 734,
 QO2456'ABOUT 40 FT (12.2 M) NORTH OF AN ACCESS ROAD, AND 70 FT (21.3 M)
 QO2456'NORTH OF UPA STEEL POLE NUMBER 162.  THE MARK, A STANDARD MNDT
 QO2456'VERTICAL CONTROL MONUMENT DISK STAMPED---0217 D 1981---, IS SET IN THE
 QO2456'TOP OF THE CONCRETE BASE AT THE SOUTHWEST CORNER OF STEEL POLE TOWER
 QO2456'NUMBER 4 (NSP).
 QO2456
 QO2456                          STATION RECOVERY (2011)
 QO2456
 QO2456'RECOVERY NOTE BY MN DEPT OF TRANSP 2011 (JBG)
 QO2456'THE MARK IS 11 MI (17.7 KM) NORTH OF NNW OF MINNEAPOLIS.
 QO2456'
 QO2456'TO REACH THE MARK GO 0.5 MI (0.8 KM) NORTHEAST ALONG TRUNK HIGHWAY 610
 QO2456'FROM THE JUNCTION OF TRUNK HIGHWAY 610 AND TRUNK HIGHWAY 252 IN
 QO2456'BROOKLYN PARK, THEN TAKE RIVER ROAD EXIT, THEN HEAD EAST ON ACCESS
 QO2456'ROAD THROUGH GATE.
 QO2456'
 QO2456'LOCATED 330 FT (100.6 M) SOUTHEAST OF EASTBOUND TRUNK HIGHWAY 610 AT
 QO2456'STATION 734, 40 FT (12.2 M) NORTH OF ACCESS ROAD, 70 FT (21.3 M) NORTH
 QO2456'OF POWER LINE POLE 162, IN CONCRETE BASE AT SOUTHWEST CORNER OF POWER
 QO2456'LINE TOWER 4.
 QO2456
 QO2456                          STATION RECOVERY (2012)
 QO2456
 QO2456'RECOVERY NOTE BY MN DEPT OF TRANSP 2012 (KMS)
 QO2456'0.5 MI (0.8 KM) NORTHEAST ALONG TRUNK HIGHWAY 610 FROM THE JUNCTION OF
 QO2456'TRUNK HIGHWAY 610 AND TRUNK HIGHWAY 252 IN BROOKLYN PARK, EXIT ON
 QO2456'RIVER ROAD EXIT, THEN EAST ALONG ACCESS ROAD AND THROUGH GATE, 330.0
 QO2456'FT (100.6 M) SOUTHEAST OF EASTBOUND TRUNK HIGHWAY 610 AT STATION 734,
 QO2456'40.0 FT (12.2 M) NORTH OF ACCESS ROAD, 70.0 FT (21.3 M) NORTH OF POWER
 QO2456'POLE NUMBER 162, IN CONCRETE BASE OF THE SOUTHWEST CORNER OF POWER
 QO2456'LINE TOWER NUMBER 4.
 QO2456
 QO2456                          STATION RECOVERY (2012)
 QO2456
 QO2456'RECOVERY NOTE BY MN DEPT OF TRANSP 2012 (NMH)
 QO2456'FOUND AS PREVIOUSLY DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 QO2461 ***********************************************************************
 QO2461  DESIGNATION -  0217 K
 QO2461  PID         -  QO2461
 QO2461  STATE/COUNTY-  MN/ANOKA
 QO2461  COUNTRY     -  US
 QO2461  USGS QUAD   -  COON RAPIDS (2019)
 QO2461
 QO2461                         *CURRENT SURVEY CONTROL
 QO2461  ______________________________________________________________________
 QO2461* NAD 83(1986) POSITION- 45 08 22.52   (N) 093 17 15.66   (W)   HD_HELD1
 QO2461* NAVD 88 ORTHO HEIGHT -   279.056 (meters)      915.54  (feet) ADJUSTED
 QO2461  ______________________________________________________________________
 QO2461  GEOID HEIGHT    -        -27.467 (meters)                     GEOID18
 QO2461  DYNAMIC HEIGHT  -        279.050 (meters)      915.52  (feet) COMP
 QO2461  MODELED GRAVITY -    980,588.2   (mgal)                       NAVD 88
 QO2461
 QO2461  VERT ORDER      -  SECOND    CLASS I
 QO2461
 QO2461.The horizontal coordinates were determined by differentially corrected
 QO2461.hand held GPS observations or other comparable positioning techniques
 QO2461.and have an estimated accuracy of +/- 3 meters.
 QO2461
 QO2461.The orthometric height was determined by differential leveling and
 QO2461.adjusted by the NATIONAL GEODETIC SURVEY
 QO2461.in September 2013.
 QO2461
 QO2461.Significant digits in the geoid height do not necessarily reflect accuracy.
 QO2461.GEOID18 height accuracy estimate available here.
 QO2461
 QO2461.Click photographs - Photos may exist for this station.
 QO2461
 QO2461.The dynamic height is computed by dividing the NAVD 88
 QO2461.geopotential number by the normal gravity value computed on the
 QO2461.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QO2461.degrees latitude (g = 980.6199 gals.).
 QO2461
 QO2461.The modeled gravity was interpolated from observed gravity values.
 QO2461
 QO2461;                    North         East    Units  Estimated Accuracy
 QO2461;SPC MN S     -   337,983.4     856,025.8     MT  (+/- 3 meters HH1 GPS) 
 QO2461
 QO2461_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK7738198497(NAD 83)
 QO2461
 QO2461                          SUPERSEDED SURVEY CONTROL
 QO2461
 QO2461  NAVD 88 (06/23/95)  279.056  (m)          915.54   (f) SUPERSEDED  2 2
 QO2461
 QO2461.Superseded values are not recommended for survey control.
 QO2461
 QO2461.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QO2461.See file dsdata.pdf to determine how the superseded data were derived.
 QO2461
 QO2461_MARKER: DV = VERTICAL CONTROL DISK
 QO2461_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 QO2461_SP_SET: BRIDGE RAILING
 QO2461_STAMPING: 0217 K 1987
 QO2461_MARK LOGO: MNDT
 QO2461_MAGNETIC: N = NO MAGNETIC MATERIAL
 QO2461_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QO2461_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 QO2461+SATELLITE: SATELLITE OBSERVATIONS - March 27, 2012
 QO2461
 QO2461  HISTORY     - Date     Condition        Report By
 QO2461  HISTORY     - 19870901 MONUMENTED       MNDT
 QO2461  HISTORY     - 20110516 GOOD             MNDT
 QO2461  HISTORY     - 20120327 GOOD             MNDT
 QO2461
 QO2461                          STATION DESCRIPTION
 QO2461
 QO2461'DESCRIBED BY MN DEPT OF TRANSP 1987
 QO2461'THE MARK IS LOCATED IN THE COOUNTY OF ANOKA, 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).
 QO2461
 QO2461                          STATION RECOVERY (2011)
 QO2461
 QO2461'RECOVERY NOTE BY MN DEPT OF TRANSP 2011 (JBG)
 QO2461'RECOVERED AS DESCRIBED.
 QO2461
 QO2461                          STATION RECOVERY (2012)
 QO2461
 QO2461'RECOVERY NOTE BY MN DEPT OF TRANSP 2012 (KMS)
 QO2461'FOUND IN BRIDGE RAILING IN THE NE CORNER OF TRUNK HIGHWAY 610
 QO2461'BRIDGE NUMBER 02026 OVER RAILROAD TRACKS, 0.5 MI (0.8 KM) WEST
 QO2461'ALONG TRUNK HIGHWAY 610  FROM THE JUNCTION OF TRUNK HIGHWAY 610 WITH
 QO2461'COUNTY ROAD 10.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 QO2462 ***********************************************************************
 QO2462  DESIGNATION -  0217 K 2
 QO2462  PID         -  QO2462
 QO2462  STATE/COUNTY-  MN/ANOKA
 QO2462  COUNTRY     -  US
 QO2462  USGS QUAD   -  COON RAPIDS (2019)
 QO2462
 QO2462                         *CURRENT SURVEY CONTROL
 QO2462  ______________________________________________________________________
 QO2462* NAD 83(1986) POSITION- 45 08 22.24   (N) 093 17 16.33   (W)   HD_HELD1
 QO2462* NAVD 88 ORTHO HEIGHT -   279.010 (meters)      915.39  (feet) ADJUSTED
 QO2462  ______________________________________________________________________
 QO2462  GEOID HEIGHT    -        -27.467 (meters)                     GEOID18
 QO2462  DYNAMIC HEIGHT  -        279.004 (meters)      915.37  (feet) COMP
 QO2462  MODELED GRAVITY -    980,588.2   (mgal)                       NAVD 88
 QO2462
 QO2462  VERT ORDER      -  SECOND    CLASS I
 QO2462
 QO2462.The horizontal coordinates were determined by differentially corrected
 QO2462.hand held GPS observations or other comparable positioning techniques
 QO2462.and have an estimated accuracy of +/- 3 meters.
 QO2462
 QO2462.The orthometric height was determined by differential leveling and
 QO2462.adjusted by the NATIONAL GEODETIC SURVEY
 QO2462.in September 2013.
 QO2462
 QO2462.Significant digits in the geoid height do not necessarily reflect accuracy.
 QO2462.GEOID18 height accuracy estimate available here.
 QO2462
 QO2462.Click photographs - Photos may exist for this station.
 QO2462
 QO2462.The dynamic height is computed by dividing the NAVD 88
 QO2462.geopotential number by the normal gravity value computed on the
 QO2462.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QO2462.degrees latitude (g = 980.6199 gals.).
 QO2462
 QO2462.The modeled gravity was interpolated from observed gravity values.
 QO2462
 QO2462;                    North         East    Units  Estimated Accuracy
 QO2462;SPC MN S     -   337,974.6     856,011.2     MT  (+/- 3 meters HH1 GPS) 
 QO2462
 QO2462_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK7736698488(NAD 83)
 QO2462
 QO2462                          SUPERSEDED SURVEY CONTROL
 QO2462
 QO2462  NAVD 88 (06/23/95)  279.011  (m)          915.39   (f) SUPERSEDED  2 2
 QO2462
 QO2462.Superseded values are not recommended for survey control.
 QO2462
 QO2462.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QO2462.See file dsdata.pdf to determine how the superseded data were derived.
 QO2462
 QO2462_MARKER: DV = VERTICAL CONTROL DISK
 QO2462_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 QO2462_SP_SET: BRIDGE RAILING
 QO2462_STAMPING: 0217 K 2 1987
 QO2462_MARK LOGO: MNDT
 QO2462_MAGNETIC: N = NO MAGNETIC MATERIAL
 QO2462_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QO2462_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 QO2462+SATELLITE: SATELLITE OBSERVATIONS - March 27, 2012
 QO2462
 QO2462  HISTORY     - Date     Condition        Report By
 QO2462  HISTORY     - 19870901 MONUMENTED       MNDT
 QO2462  HISTORY     - 20110516 GOOD             MNDT
 QO2462  HISTORY     - 20120327 GOOD             MNDT
 QO2462
 QO2462                          STATION DESCRIPTION
 QO2462
 QO2462'DESCRIBED BY MN DEPT OF TRANSP 1987
 QO2462'THE MARK IS LOCATED IN SOUTHWEST ANOKA COUNTY, 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.
 QO2462
 QO2462                          STATION RECOVERY (2011)
 QO2462
 QO2462'RECOVERY NOTE BY MN DEPT OF TRANSP 2011 (JBG)
 QO2462'RECOVERED AS DESCRIBED.
 QO2462
 QO2462                          STATION RECOVERY (2012)
 QO2462
 QO2462'RECOVERY NOTE BY MN DEPT OF TRANSP 2012 (KMS)
 QO2462'IN SW ANOKA CO., IN BRIDGE RAILING IN SOUTHEAST CORNER OF EASTBOUND
 QO2462'TRUNK HIGHWAY 610 BRIDGE NUMBER 02026 OVER RAILROAD TRACKS, 0.5 MI
 QO2462'(0.8 KM) WEST ALONG TRUNK HIGHWAY 610  FROM THE JUNCTION OF TRUNK
 QO2462'HIGHWAY 610 AND COUNTY ROAD 10.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DO5216 ***********************************************************************
 DO5216  DESIGNATION -  0217 P
 DO5216  PID         -  DO5216
 DO5216  STATE/COUNTY-  MN/ANOKA
 DO5216  COUNTRY     -  US
 DO5216  USGS QUAD   -  COON RAPIDS (2019)
 DO5216
 DO5216                         *CURRENT SURVEY CONTROL
 DO5216  ______________________________________________________________________
 DO5216* NAD 83(1986) POSITION- 45 08 35.4    (N) 093 15 59.2    (W)   HD_HELD2
 DO5216* NAVD 88 ORTHO HEIGHT -   281.269 (meters)      922.80  (feet) ADJUSTED
 DO5216  ______________________________________________________________________
 DO5216  GEOID HEIGHT    -        -27.456 (meters)                     GEOID18
 DO5216  DYNAMIC HEIGHT  -        281.264 (meters)      922.78  (feet) COMP
 DO5216  MODELED GRAVITY -    980,589.6   (mgal)                       NAVD 88
 DO5216
 DO5216  VERT ORDER      -  SECOND    CLASS I
 DO5216
 DO5216.The horizontal coordinates were established by autonomous hand held GPS
 DO5216.observations and have an estimated accuracy of +/- 10 meters.
 DO5216
 DO5216.The orthometric height was determined by differential leveling and
 DO5216.adjusted by the NATIONAL GEODETIC SURVEY
 DO5216.in September 2013.
 DO5216
 DO5216.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO5216.GEOID18 height accuracy estimate available here.
 DO5216
 DO5216.Click photographs - Photos may exist for this station.
 DO5216
 DO5216.The dynamic height is computed by dividing the NAVD 88
 DO5216.geopotential number by the normal gravity value computed on the
 DO5216.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO5216.degrees latitude (g = 980.6199 gals.).
 DO5216
 DO5216.The modeled gravity was interpolated from observed gravity values.
 DO5216
 DO5216;                    North         East    Units  Estimated Accuracy
 DO5216;SPC MN S     -   338,396.      857,693.      MT  (+/- 10 meters HH2 GPS)
 DO5216
 DO5216_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK7905298889(NAD 83)
 DO5216
 DO5216                          SUPERSEDED SURVEY CONTROL
 DO5216
 DO5216.No superseded survey control is available for this station.
 DO5216
 DO5216_MARKER: DD = SURVEY DISK
 DO5216_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DO5216_SP_SET: BRIDGE RAILING
 DO5216_STAMPING: 0217 P 2011
 DO5216_MARK LOGO: MNDT
 DO5216_MAGNETIC: N = NO MAGNETIC MATERIAL
 DO5216_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DO5216_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DO5216+SATELLITE: SATELLITE OBSERVATIONS - June 01, 2011
 DO5216
 DO5216  HISTORY     - Date     Condition        Report By
 DO5216  HISTORY     - 19970401 MONUMENTED       MNDT
 DO5216  HISTORY     - 20110601 GOOD             MNDT
 DO5216
 DO5216                          STATION DESCRIPTION
 DO5216
 DO5216'DESCRIBED BY MN DEPT OF TRANSP 2011 (PJG)
 DO5216'THE MARK IS ABOUT 11 MILES NORTH OF MINNEAPOLIS.
 DO5216'
 DO5216'TO REACH THE MARK IN BRIDGE RAILING IN SOUTHEAST CORNER OF TRUNK
 DO5216'HIGHWAY 610 BRIDGE NUMBER 02039 OVER UNIVERSITY AVENUE (COUNTY ROAD
 DO5216'51), AT TRUNK HIGHWAY 610 MILE POINT 11.9.
 DO5216'
 DO5216'LOCATED 20.0 FT (6.1 M) SOUTH OF TRUNK HIGHWAY 610 WESTBOUND.  DISK
 DO5216'SET IN BRIDGE WHEN BUILT IN 1997 THEN WHEN USED IN 2011.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DO5217 ***********************************************************************
 DO5217  DESIGNATION -  0217 Q
 DO5217  PID         -  DO5217
 DO5217  STATE/COUNTY-  MN/ANOKA
 DO5217  COUNTRY     -  US
 DO5217  USGS QUAD   -  COON RAPIDS (2019)
 DO5217
 DO5217                         *CURRENT SURVEY CONTROL
 DO5217  ______________________________________________________________________
 DO5217* NAD 83(1986) POSITION- 45 08 34.5    (N) 093 16 11.0    (W)   HD_HELD2
 DO5217* NAVD 88 ORTHO HEIGHT -   282.271 (meters)      926.08  (feet) ADJUSTED
 DO5217  ______________________________________________________________________
 DO5217  GEOID HEIGHT    -        -27.459 (meters)                     GEOID18
 DO5217  DYNAMIC HEIGHT  -        282.265 (meters)      926.06  (feet) COMP
 DO5217  MODELED GRAVITY -    980,589.3   (mgal)                       NAVD 88
 DO5217
 DO5217  VERT ORDER      -  SECOND    CLASS I
 DO5217
 DO5217.The horizontal coordinates were established by autonomous hand held GPS
 DO5217.observations and have an estimated accuracy of +/- 10 meters.
 DO5217
 DO5217.The orthometric height was determined by differential leveling and
 DO5217.adjusted by the NATIONAL GEODETIC SURVEY
 DO5217.in September 2013.
 DO5217
 DO5217.No vertical observational check was made to the station.
 DO5217
 DO5217.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO5217.GEOID18 height accuracy estimate available here.
 DO5217
 DO5217.Click photographs - Photos may exist for this station.
 DO5217
 DO5217.The dynamic height is computed by dividing the NAVD 88
 DO5217.geopotential number by the normal gravity value computed on the
 DO5217.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO5217.degrees latitude (g = 980.6199 gals.).
 DO5217
 DO5217.The modeled gravity was interpolated from observed gravity values.
 DO5217
 DO5217;                    North         East    Units  Estimated Accuracy
 DO5217;SPC MN S     -   338,366.      857,435.      MT  (+/- 10 meters HH2 GPS)
 DO5217
 DO5217_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK7879498862(NAD 83)
 DO5217
 DO5217                          SUPERSEDED SURVEY CONTROL
 DO5217
 DO5217.No superseded survey control is available for this station.
 DO5217
 DO5217_MARKER: DD = SURVEY DISK
 DO5217_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DO5217_SP_SET: BRIDGE RAILING
 DO5217_STAMPING: 0217 Q 2011
 DO5217_MARK LOGO: MNDT
 DO5217_MAGNETIC: N = NO MAGNETIC MATERIAL
 DO5217_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DO5217_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DO5217+SATELLITE: SATELLITE OBSERVATIONS - June 01, 2011
 DO5217
 DO5217  HISTORY     - Date     Condition        Report By
 DO5217  HISTORY     - 20110401 MONUMENTED       MNDT
 DO5217  HISTORY     - 20110601 GOOD             MNDT
 DO5217
 DO5217                          STATION DESCRIPTION
 DO5217
 DO5217'DESCRIBED BY MN DEPT OF TRANSP 2011 (PJG)
 DO5217'THE MARK IS ABOUT 11 MILES NORTH OF MINNEAPOLIS.
 DO5217'
 DO5217'TO REACH THE MARK IN BRIDGE RAILING IN SOUTHEAST CORNER OF TRUNK
 DO5217'HIGHWAY 610 BRIDGE NUMBER 02041 OVER TRUNK HIGHWAY 47, AT TRUNK
 DO5217'HIGHWAY 610 MI (981.5 KM) POINT.
 DO5217'
 DO5217'LOCATED 32.3 FT (9.8 M) SOUTH OF TRUNK HIGHWAY 610 WESTBOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DO5219 ***********************************************************************
 DO5219  DESIGNATION -  0217 R
 DO5219  PID         -  DO5219
 DO5219  STATE/COUNTY-  MN/ANOKA
 DO5219  COUNTRY     -  US
 DO5219  USGS QUAD   -  COON RAPIDS (2019)
 DO5219
 DO5219                         *CURRENT SURVEY CONTROL
 DO5219  ______________________________________________________________________
 DO5219* NAD 83(1986) POSITION- 45 08 32.7    (N) 093 16 10.7    (W)   HD_HELD2
 DO5219* NAVD 88 ORTHO HEIGHT -   280.840 (meters)      921.39  (feet) ADJUSTED
 DO5219  ______________________________________________________________________
 DO5219  GEOID HEIGHT    -        -27.457 (meters)                     GEOID18
 DO5219  DYNAMIC HEIGHT  -        280.835 (meters)      921.37  (feet) COMP
 DO5219  MODELED GRAVITY -    980,589.5   (mgal)                       NAVD 88
 DO5219
 DO5219  VERT ORDER      -  SECOND    CLASS I
 DO5219
 DO5219.The horizontal coordinates were established by autonomous hand held GPS
 DO5219.observations and have an estimated accuracy of +/- 10 meters.
 DO5219
 DO5219.The orthometric height was determined by differential leveling and
 DO5219.adjusted by the NATIONAL GEODETIC SURVEY
 DO5219.in September 2013.
 DO5219
 DO5219.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO5219.GEOID18 height accuracy estimate available here.
 DO5219
 DO5219.Click photographs - Photos may exist for this station.
 DO5219
 DO5219.The dynamic height is computed by dividing the NAVD 88
 DO5219.geopotential number by the normal gravity value computed on the
 DO5219.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO5219.degrees latitude (g = 980.6199 gals.).
 DO5219
 DO5219.The modeled gravity was interpolated from observed gravity values.
 DO5219
 DO5219;                    North         East    Units  Estimated Accuracy
 DO5219;SPC MN S     -   338,310.      857,442.      MT  (+/- 10 meters HH2 GPS)
 DO5219
 DO5219_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK7880198806(NAD 83)
 DO5219
 DO5219                          SUPERSEDED SURVEY CONTROL
 DO5219
 DO5219.No superseded survey control is available for this station.
 DO5219
 DO5219_MARKER: DD = SURVEY DISK
 DO5219_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DO5219_SP_SET: BRIDGE RAILING
 DO5219_STAMPING: 0217 R 2011
 DO5219_MARK LOGO: MNDT
 DO5219_MAGNETIC: N = NO MAGNETIC MATERIAL
 DO5219_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DO5219_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DO5219+SATELLITE: SATELLITE OBSERVATIONS - June 01, 2011
 DO5219
 DO5219  HISTORY     - Date     Condition        Report By
 DO5219  HISTORY     - 20110401 MONUMENTED       MNDT
 DO5219  HISTORY     - 20110601 GOOD             MNDT
 DO5219
 DO5219                          STATION DESCRIPTION
 DO5219
 DO5219'DESCRIBED BY MN DEPT OF TRANSP 2011 (PJG)
 DO5219'THE MARK IS ABOUT 11 MILES NORTH OF MINNEAPOLIS.
 DO5219'
 DO5219'TO REACH THE MARK IN BRIDGE RAILING IN SOUTHEAST CORNER OF TRUNK
 DO5219'HIGHWAY 610 BRIDGE NUMBER 02042 OVER TRUNK HIGHWAY 47, AT TRUNK
 DO5219'HIGHWAY 610 MILE POINT 11.7.
 DO5219'
 DO5219'LOCATED 16.7 FT (5.1 M) SOUTH OF TRUNK HIGHWAY 610 EASTBOUND RAMP TO
 DO5219'TRUNK HIGHWAY 10 WEST AND TRUNK HIGHWAY 47 NORTH.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DO5218 ***********************************************************************
 DO5218  DESIGNATION -  0217 S
 DO5218  PID         -  DO5218
 DO5218  STATE/COUNTY-  MN/ANOKA
 DO5218  COUNTRY     -  US
 DO5218  USGS QUAD   -  COON RAPIDS (2019)
 DO5218
 DO5218                         *CURRENT SURVEY CONTROL
 DO5218  ______________________________________________________________________
 DO5218* NAD 83(1986) POSITION- 45 08 32.2    (N) 093 15 58.7    (W)   HD_HELD2
 DO5218* NAVD 88 ORTHO HEIGHT -   280.847 (meters)      921.41  (feet) ADJUSTED
 DO5218  ______________________________________________________________________
 DO5218  GEOID HEIGHT    -        -27.452 (meters)                     GEOID18
 DO5218  DYNAMIC HEIGHT  -        280.842 (meters)      921.40  (feet) COMP
 DO5218  MODELED GRAVITY -    980,589.8   (mgal)                       NAVD 88
 DO5218
 DO5218  VERT ORDER      -  SECOND    CLASS I
 DO5218
 DO5218.The horizontal coordinates were established by autonomous hand held GPS
 DO5218.observations and have an estimated accuracy of +/- 10 meters.
 DO5218
 DO5218.The orthometric height was determined by differential leveling and
 DO5218.adjusted by the NATIONAL GEODETIC SURVEY
 DO5218.in September 2013.
 DO5218
 DO5218.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO5218.GEOID18 height accuracy estimate available here.
 DO5218
 DO5218.Click photographs - Photos may exist for this station.
 DO5218
 DO5218.The dynamic height is computed by dividing the NAVD 88
 DO5218.geopotential number by the normal gravity value computed on the
 DO5218.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO5218.degrees latitude (g = 980.6199 gals.).
 DO5218
 DO5218.The modeled gravity was interpolated from observed gravity values.
 DO5218
 DO5218;                    North         East    Units  Estimated Accuracy
 DO5218;SPC MN S     -   338,297.      857,704.      MT  (+/- 10 meters HH2 GPS)
 DO5218
 DO5218_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK7906398790(NAD 83)
 DO5218
 DO5218                          SUPERSEDED SURVEY CONTROL
 DO5218
 DO5218.No superseded survey control is available for this station.
 DO5218
 DO5218_MARKER: DD = SURVEY DISK
 DO5218_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DO5218_SP_SET: BRIDGE RAILING
 DO5218_STAMPING: 0217 S 2011
 DO5218_MARK LOGO: MNDT
 DO5218_MAGNETIC: N = NO MAGNETIC MATERIAL
 DO5218_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DO5218_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DO5218+SATELLITE: SATELLITE OBSERVATIONS - June 01, 2011
 DO5218
 DO5218  HISTORY     - Date     Condition        Report By
 DO5218  HISTORY     - 20110401 MONUMENTED       MNDT
 DO5218  HISTORY     - 20110601 GOOD             MNDT
 DO5218
 DO5218                          STATION DESCRIPTION
 DO5218
 DO5218'DESCRIBED BY MN DEPT OF TRANSP 2011 (PJG)
 DO5218'THE MARK IS ABOUT 11 MILES NORTH OF MINNEAPOLIS.
 DO5218'
 DO5218'TO REACH THE MARK IN BRIDGE RAILING IN SOUTHEAST CORNER OF TRUNK
 DO5218'HIGHWAY 610 BRIDGE NUMBER 02040 OVER UNIVERSITY AVENUE (COUNTY ROAD
 DO5218'51), AT TRUNK HIGHWAY 610 MILE POINT 11.8.
 DO5218'
 DO5218'LOCATED 17.7 FT (5.4 M) SOUTH OF TRUNK HIGHWAY 610 EASTBOUND RAMP TO
 DO5218'UNIVERSITY AVENUE.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DP6665 ***********************************************************************
 DP6665  DESIGNATION -  024 RESET
 DP6665  PID         -  DP6665
 DP6665  STATE/COUNTY-  MN/TRAVERSE
 DP6665  COUNTRY     -  US
 DP6665  USGS QUAD   -  WHEATON SE (2019)
 DP6665
 DP6665                         *CURRENT SURVEY CONTROL
 DP6665  ______________________________________________________________________
 DP6665* NAD 83(2011) POSITION- 45 46 27.58206(N) 096 16 28.54622(W)   ADJUSTED
 DP6665* NAD 83(2011) ELLIP HT-   290.918 (meters)        (03/11/15)   ADJUSTED
 DP6665* NAD 83(2011) EPOCH   -  2010.00
 DP6665* NAVD 88 ORTHO HEIGHT -   317.3   (meters)     1041.    (feet) GPS OBS
 DP6665  ______________________________________________________________________
 DP6665  NAVD 88 orthometric height was determined with geoid model    GEOID12A
 DP6665  GEOID HEIGHT    -        -26.348 (meters)                     GEOID12A
 DP6665  GEOID HEIGHT    -        -26.342 (meters)                     GEOID18
 DP6665  NAD 83(2011) X  -   -487,070.415 (meters)                     COMP
 DP6665  NAD 83(2011) Y  - -4,429,835.201 (meters)                     COMP
 DP6665  NAD 83(2011) Z  -  4,547,996.266 (meters)                     COMP
 DP6665  LAPLACE CORR    -          0.75  (seconds)                    DEFLEC18
 DP6665
 DP6665  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DP6665  Standards:
 DP6665         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DP6665            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DP6665  -------------------------------------------------------------------
 DP6665  NETWORK    0.91   1.00           0.40   0.34   0.51      0.12553693
 DP6665  -------------------------------------------------------------------
 DP6665  Click here for local accuracies and other accuracy information.
 DP6665
 DP6665.The horizontal coordinates were established by GPS observations
 DP6665.and adjusted by the MN DEPT OF TRANSP in March 2015.
 DP6665
 DP6665.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DP6665.been affixed to the stable North American tectonic plate. See 
 DP6665.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DP6665
 DP6665.The horizontal coordinates are valid at the epoch date displayed above
 DP6665.which is a decimal equivalence of Year/Month/Day.
 DP6665
 DP6665.The orthometric height was determined by GPS observations and a
 DP6665.high-resolution geoid model.
 DP6665
 DP6665.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP6665.GEOID18 height accuracy estimate available here.
 DP6665
 DP6665.Click photographs - Photos may exist for this station.
 DP6665
 DP6665.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DP6665
 DP6665.The Laplace correction was computed from DEFLEC18 derived deflections.
 DP6665
 DP6665.The ellipsoidal height was determined by GPS observations
 DP6665.and is referenced to NAD 83.
 DP6665
 DP6665. The following values were computed from the NAD 83(2011) position.
 DP6665
 DP6665;                    North         East     Units Scale Factor Converg.
 DP6665;SPC MN C     -   188,076.340   642,553.677   MT  0.99996957   -1 27 52.4
 DP6665;SPC MN C     -   617,047.13  2,108,111.52   sFT  0.99996957   -1 27 52.4
 DP6665;UTM  14      - 5,072,586.955   711,888.560   MT  1.00015199   +1 57 13.5
 DP6665
 DP6665!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DP6665!SPC MN C     -   0.99995439  x   0.99996957  =   0.99992397
 DP6665!UTM  14      -   0.99995439  x   1.00015199  =   1.00010638
 DP6665
 DP6665_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQR1188872586(NAD 83)
 DP6665
 DP6665                          SUPERSEDED SURVEY CONTROL
 DP6665
 DP6665.No superseded survey control is available for this station.
 DP6665
 DP6665_MARKER: I = METAL ROD
 DP6665_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 DP6665+WITH SETTING: INFORMATION.
 DP6665_STAMPING: 024 RESET 2010
 DP6665_MARK LOGO: MNDT
 DP6665_PROJECTION: FLUSH
 DP6665_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DP6665_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DP6665_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP6665+SATELLITE: SATELLITE OBSERVATIONS - June 17, 2021
 DP6665
 DP6665  HISTORY     - Date     Condition        Report By
 DP6665  HISTORY     - 20100922 MONUMENTED       MNDT
 DP6665  HISTORY     - 20130627 GOOD             MNDT
 DP6665  HISTORY     - 20210617 GOOD             MNDT
 DP6665
 DP6665                          STATION DESCRIPTION
 DP6665
 DP6665'DESCRIBED BY MN DEPT OF TRANSP 2013 (TXR)
 DP6665'8.2 MILES SOUTHEAST OF DUMONT, 6.3 MILES EAST ALONG COUNTY ROAD 6 FROM
 DP6665'JUNCTION OF COUNTY ROAD 6 AND TRUNK HIGHWAY 75 IN DUMONT, THEN 4.0
 DP6665'MILES NORTH ON COUNTY ROAD 15, THEN 1.0 MILE EAST ON GRAVEL ROAD, 35.0
 DP6665'FEET NORTH OF GRAVEL ROAD, 47.0 FEET EAST OF MINIMUM MAINTENANCE ROAD,
 DP6665'5.0 FEET SOUTH OF POWER POLE, 2.0 FEET SOUTHWEST OF WITNESS POST.  ROD
 DP6665'DEPTH UNKNOWN.
 DP6665
 DP6665                          STATION RECOVERY (2021)
 DP6665
 DP6665'RECOVERY NOTE BY MN DEPT OF TRANSP 2021 (TJD)
 DP6665'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DO8429 ***********************************************************************
 DO8429  DESIGNATION -  027
 DO8429  PID         -  DO8429
 DO8429  STATE/COUNTY-  MN/GRANT
 DO8429  COUNTRY     -  US
 DO8429  USGS QUAD   -  TINTAH (2019)
 DO8429
 DO8429                         *CURRENT SURVEY CONTROL
 DO8429  ______________________________________________________________________
 DO8429* NAD 83(2011) POSITION- 46 03 02.60331(N) 096 15 57.68561(W)   ADJUSTED
 DO8429* NAD 83(2011) ELLIP HT-   280.630 (meters)        (05/29/25)   ADJUSTED
 DO8429* NAD 83(2011) EPOCH   -  2010.00
 DO8429* NAVD 88 ORTHO HEIGHT -   307.218 (meters)     1007.93  (feet) ADJUSTED
 DO8429  ______________________________________________________________________
 DO8429  GEOID HEIGHT    -        -26.584 (meters)                     GEOID18
 DO8429  NAD 83(2011) X  -   -483,998.316 (meters)                     COMP
 DO8429  NAD 83(2011) Y  - -4,407,965.418 (meters)                     COMP
 DO8429  NAD 83(2011) Z  -  4,569,364.248 (meters)                     COMP
 DO8429  LAPLACE CORR    -          0.24  (seconds)                    DEFLEC18
 DO8429  DYNAMIC HEIGHT  -        307.222 (meters)     1007.94  (feet) COMP
 DO8429  MODELED GRAVITY -    980,620.0   (mgal)                       NAVD 88
 DO8429
 DO8429  VERT ORDER      -  SECOND    CLASS I
 DO8429
 DO8429  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DO8429  Standards:
 DO8429         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DO8429            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DO8429  -------------------------------------------------------------------
 DO8429  NETWORK    0.60   1.20           0.28   0.20   0.61      0.00572690
 DO8429  -------------------------------------------------------------------
 DO8429  Click here for local accuracies and other accuracy information.
 DO8429
 DO8429.The horizontal coordinates were established by GPS observations
 DO8429.and adjusted by the MN DEPT OF TRANSP in May 2025.
 DO8429
 DO8429.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DO8429.been affixed to the stable North American tectonic plate. See 
 DO8429.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DO8429
 DO8429.The horizontal coordinates are valid at the epoch date displayed above
 DO8429.which is a decimal equivalence of Year/Month/Day.
 DO8429
 DO8429.The orthometric height was determined by differential leveling and
 DO8429.adjusted by the NATIONAL GEODETIC SURVEY
 DO8429.in March 2020.
 DO8429
 DO8429.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO8429.GEOID18 height accuracy estimate available here.
 DO8429
 DO8429.Click photographs - Photos may exist for this station.
 DO8429
 DO8429.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DO8429
 DO8429.The Laplace correction was computed from DEFLEC18 derived deflections.
 DO8429
 DO8429.The ellipsoidal height was determined by GPS observations
 DO8429.and is referenced to NAD 83.
 DO8429
 DO8429.The dynamic height is computed by dividing the NAVD 88
 DO8429.geopotential number by the normal gravity value computed on the
 DO8429.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO8429.degrees latitude (g = 980.6199 gals.).
 DO8429
 DO8429.The modeled gravity was interpolated from observed gravity values.
 DO8429
 DO8429. The following values were computed from the NAD 83(2011) position.
 DO8429
 DO8429;                    North         East     Units Scale Factor Converg.
 DO8429;SPC MN C     -   218,769.021   644,002.012   MT  0.99993426   -1 27 30.1
 DO8429;SPC MN C     -   717,744.70  2,112,863.27   sFT  0.99993426   -1 27 30.1
 DO8429;UTM  14      - 5,103,317.531   711,501.732   MT  1.00014994   +1 58 08.6
 DO8429
 DO8429!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DO8429!SPC MN C     -   0.99995601  x   0.99993426  =   0.99989027
 DO8429!UTM  14      -   0.99995601  x   1.00014994  =   1.00010594
 DO8429
 DO8429_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQS1150103317(NAD 83)
 DO8429
 DO8429                          SUPERSEDED SURVEY CONTROL
 DO8429
 DO8429  NAD 83(2011)-  46 03 02.59898(N)    096 15 57.68926(W) AD(2010.00) 0
 DO8429  ELLIP H (04/23/15)  280.669  (m)                       GP(2010.00)    
 DO8429  NAVD 88 (06/17/14)  307.256  (m)         1008.06   (f) SUPERSEDED  2 1
 DO8429
 DO8429.Superseded values are not recommended for survey control.
 DO8429
 DO8429.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DO8429.See file dsdata.pdf to determine how the superseded data were derived.
 DO8429
 DO8429_MARKER: DB = BENCH MARK DISK
 DO8429_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DO8429_STAMPING: 027
 DO8429_MARK LOGO: BOISDE
 DO8429_PROJECTION: PROJECTING 8 CENTIMETERS
 DO8429_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DO8429_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DO8429_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DO8429+SATELLITE: SATELLITE OBSERVATIONS - September 11, 2024
 DO8429
 DO8429  HISTORY     - Date     Condition        Report By
 DO8429  HISTORY     - UNK      MONUMENTED       BOISDE
 DO8429  HISTORY     - 20100907 GOOD             MNDT
 DO8429  HISTORY     - 20130715 GOOD             MNDT
 DO8429  HISTORY     - 20191203 GOOD             MNDT
 DO8429  HISTORY     - 20240911 GOOD             MNDT
 DO8429
 DO8429                          STATION DESCRIPTION
 DO8429
 DO8429'DESCRIBED BY MN DEPT OF TRANSP 2010 (KMS)
 DO8429'2.2 MILES NORTHEAST OF NASHUA, 2.0 MILES EAST ALONG TRUNK HIGHWAY 55
 DO8429'FROM THE JUNCTION OF TRUNK HIGHWAY 55 AND COUNTY ROAD 19 IN NASHUA TO
 DO8429'TRUNK HIGHWAY 55 MILEPOINT 14.5, THEN 1.0 MILE NORTH ON 340TH AVENUE,
 DO8429'32.0 FEET EAST OF 340TH AVENUE, 29.0 FEET NORTH OF 300TH STREET, 6.0
 DO8429'FEET SOUTH OF POWER POLE, 2.0 FEET WEST OF WITNESS POST.
 DO8429
 DO8429                          STATION RECOVERY (2013)
 DO8429
 DO8429'RECOVERY NOTE BY MN DEPT OF TRANSP 2013 (TXR)
 DO8429'RECOVERED AS DESCRIBED.
 DO8429
 DO8429                          STATION RECOVERY (2019)
 DO8429
 DO8429'RECOVERY NOTE BY MN DEPT OF TRANSP 2019 (DAS)
 DO8429'RECOVERED IN GOOD CONDITION.
 DO8429
 DO8429                          STATION RECOVERY (2024)
 DO8429
 DO8429'RECOVERY NOTE BY MN DEPT OF TRANSP 2024 (AJH)
 DO8429'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DK7395 ***********************************************************************
 DK7395  DESIGNATION -  028
 DK7395  PID         -  DK7395
 DK7395  STATE/COUNTY-  MN/WILKIN
 DK7395  COUNTRY     -  US
 DK7395  USGS QUAD   -  DORAN (2019)
 DK7395
 DK7395                         *CURRENT SURVEY CONTROL
 DK7395  ______________________________________________________________________
 DK7395* NAD 83(1986) POSITION- 46 09 07.4    (N) 096 26 57.5    (W)   HD_HELD2
 DK7395* NAVD 88 ORTHO HEIGHT -   298.245 (meters)      978.49  (feet) ADJUSTED
 DK7395  ______________________________________________________________________
 DK7395  GEOID HEIGHT    -        -26.765 (meters)                     GEOID18
 DK7395  DYNAMIC HEIGHT  -        298.248 (meters)      978.50  (feet) COMP
 DK7395  MODELED GRAVITY -    980,615.3   (mgal)                       NAVD 88
 DK7395
 DK7395  VERT ORDER      -  SECOND    CLASS I
 DK7395
 DK7395.The horizontal coordinates were established by autonomous hand held GPS
 DK7395.observations and have an estimated accuracy of +/- 10 meters.
 DK7395
 DK7395.The orthometric height was determined by differential leveling and
 DK7395.adjusted by the NATIONAL GEODETIC SURVEY
 DK7395.in March 2020.
 DK7395
 DK7395.Significant digits in the geoid height do not necessarily reflect accuracy.
 DK7395.GEOID18 height accuracy estimate available here.
 DK7395
 DK7395.Click photographs - Photos may exist for this station.
 DK7395
 DK7395.The dynamic height is computed by dividing the NAVD 88
 DK7395.geopotential number by the normal gravity value computed on the
 DK7395.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK7395.degrees latitude (g = 980.6199 gals.).
 DK7395
 DK7395.The modeled gravity was interpolated from observed gravity values.
 DK7395
 DK7395;                    North         East    Units  Estimated Accuracy
 DK7395;SPC MN C     -   230,405.      630,136.      MT  (+/- 10 meters HH2 GPS)
 DK7395
 DK7395_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPS9696114104(NAD 83)
 DK7395
 DK7395                          SUPERSEDED SURVEY CONTROL
 DK7395
 DK7395  NAVD 88 (04/02/09)  298.287  (m)          978.63   (f) SUPERSEDED  2 1
 DK7395
 DK7395.Superseded values are not recommended for survey control.
 DK7395
 DK7395.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK7395.See file dsdata.pdf to determine how the superseded data were derived.
 DK7395
 DK7395_MARKER: DB = BENCH MARK DISK
 DK7395_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DK7395_STAMPING: 028
 DK7395_MARK LOGO: MNDT
 DK7395_PROJECTION: PROJECTING 3 CENTIMETERS
 DK7395_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DK7395_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DK7395_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DK7395+SATELLITE: SATELLITE OBSERVATIONS - October 07, 2008
 DK7395_ROD/PIPE-DEPTH: 3.0 meters
 DK7395
 DK7395  HISTORY     - Date     Condition        Report By
 DK7395  HISTORY     - 1990     MONUMENTED       MNDT
 DK7395  HISTORY     - 20051025 GOOD             MNDT
 DK7395  HISTORY     - 20081007 GOOD             MNDT
 DK7395
 DK7395                          STATION DESCRIPTION
 DK7395
 DK7395'DESCRIBED BY MN DEPT OF TRANSP 2005 (MPP)
 DK7395'THE MARK IS 2.0 MI (3.2 KM) SOUTH OF DORAN, 3.35 MI (5.4 KM) SOUTHEAST
 DK7395'ALONG TRUNK HIGHWAY 9 FROM THE JUNCTION OF TRUNK HIGHWAY 9 AND TRUNK
 DK7395'HIGHWAY 75 IN DORAN, AT TRUNK HIGHWAY 9 MILE POINT 107.5,
 DK7395'
 DK7395'60.5 FT (18.4 M) SOUTH OF COUNTY ROAD 156, 35.8 FT (10.9 M) NORTHEAST
 DK7395'OF NORTHWEST RAIL OF TRACKS, 20.5 FT (6.2 M) WEST OF POWER POLE, 1.5
 DK7395'FT (0.5 M) NORTHEAST OF A WITNESS POST.
 DK7395
 DK7395                          STATION RECOVERY (2008)
 DK7395
 DK7395'RECOVERY NOTE BY MN DEPT OF TRANSP 2008 (MPP)
 DK7395'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DP7312 ***********************************************************************
 DP7312  DESIGNATION -  0280 AA
 DP7312  PID         -  DP7312
 DP7312  STATE/COUNTY-  MN/ANOKA
 DP7312  COUNTRY     -  US
 DP7312  USGS QUAD   -  CENTERVILLE (2019)
 DP7312
 DP7312                         *CURRENT SURVEY CONTROL
 DP7312  ______________________________________________________________________
 DP7312* NAD 83(1986) POSITION- 45 10 47.4    (N) 093 06 46.6    (W)   HD_HELD2
 DP7312* NAVD 88 ORTHO HEIGHT -   281.748 (meters)      924.37  (feet) ADJUSTED
 DP7312  ______________________________________________________________________
 DP7312  GEOID HEIGHT    -        -27.452 (meters)                     GEOID18
 DP7312  DYNAMIC HEIGHT  -        281.746 (meters)      924.36  (feet) COMP
 DP7312  MODELED GRAVITY -    980,598.3   (mgal)                       NAVD 88
 DP7312
 DP7312  VERT ORDER      -  SECOND    CLASS I
 DP7312
 DP7312.The horizontal coordinates were established by autonomous hand held GPS
 DP7312.observations and have an estimated accuracy of +/- 10 meters.
 DP7312
 DP7312.The orthometric height was determined by differential leveling and
 DP7312.adjusted by the NATIONAL GEODETIC SURVEY
 DP7312.in September 2016.
 DP7312
 DP7312.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP7312.GEOID18 height accuracy estimate available here.
 DP7312
 DP7312.Click photographs - Photos may exist for this station.
 DP7312
 DP7312.The dynamic height is computed by dividing the NAVD 88
 DP7312.geopotential number by the normal gravity value computed on the
 DP7312.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP7312.degrees latitude (g = 980.6199 gals.).
 DP7312
 DP7312.The modeled gravity was interpolated from observed gravity values.
 DP7312
 DP7312;                    North         East    Units  Estimated Accuracy
 DP7312;SPC MN S     -   342,590.      869,720.      MT  (+/- 10 meters HH2 GPS)
 DP7312
 DP7312_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL9112602934(NAD 83)
 DP7312
 DP7312                          SUPERSEDED SURVEY CONTROL
 DP7312
 DP7312.No superseded survey control is available for this station.
 DP7312
 DP7312_MARKER: DD = SURVEY DISK
 DP7312_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DP7312_SP_SET: BRIDGE RAILING
 DP7312_STAMPING: 0280 AA 2007
 DP7312_MARK LOGO: MNDT
 DP7312_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DP7312_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DP7312_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DP7312+SATELLITE: SATELLITE OBSERVATIONS - May 21, 2014
 DP7312
 DP7312  HISTORY     - Date     Condition        Report By
 DP7312  HISTORY     - 20070401 MONUMENTED       MNDT
 DP7312  HISTORY     - 20140521 GOOD             MNDT
 DP7312
 DP7312                          STATION DESCRIPTION
 DP7312
 DP7312'DESCRIBED BY MN DEPT OF TRANSP 2014 (DAS)
 DP7312'THE STATION IS LOCATED ABOUT 6.0 MI (9.7 KM) WEST-NORTHWEST OF HUGO,
 DP7312'3.0 MI (4.8 KM) WEST-NORTHWEST OF CENTERVILLE AND 2.9 MI (4.7 KM)
 DP7312'NORTHEAST OF CIRCLE PINES.
 DP7312'
 DP7312'TO REACH THE MARK IN SOUTHEAST CORNER OF BRIDGE NUMBER 02817 OVER
 DP7312'INTERSTATE HIGHWAY 35W, AT INTERSTATE HIGHWAY 35W MILE POINT 36.5.
 DP7312'
 DP7312'THE MARK IS LOCATED 9.0 FT (2.7 M) EAST OF COUNTY ROAD 23 FOG LINE,
 DP7312'2.3 FT (0.7 M) NORTH-NORTHEAST OF RAILING IN SOUTHEAST CORNER OF
 DP7312'BRIDGE.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 QO0681 ***********************************************************************
 QO0681  DESIGNATION -  0280 D
 QO0681  PID         -  QO0681
 QO0681  STATE/COUNTY-  MN/ANOKA
 QO0681  COUNTRY     -  US
 QO0681  USGS QUAD   -  CIRCLE PINES (2019)
 QO0681
 QO0681                         *CURRENT SURVEY CONTROL
 QO0681  ______________________________________________________________________
 QO0681* NAD 83(1986) POSITION- 45 08 54.09   (N) 093 10 39.84   (W)   HD_HELD1
 QO0681* NAVD 88 ORTHO HEIGHT -   277.498 (meters)      910.42  (feet) ADJUSTED
 QO0681  ______________________________________________________________________
 QO0681  GEOID HEIGHT    -        -27.405 (meters)                     GEOID18
 QO0681  DYNAMIC HEIGHT  -        277.494 (meters)      910.41  (feet) COMP
 QO0681  MODELED GRAVITY -    980,593.5   (mgal)                       NAVD 88
 QO0681
 QO0681  VERT ORDER      -  SECOND    CLASS I
 QO0681
 QO0681.The horizontal coordinates were determined by differentially corrected
 QO0681.hand held GPS observations or other comparable positioning techniques
 QO0681.and have an estimated accuracy of +/- 3 meters.
 QO0681
 QO0681.The orthometric height was determined by differential leveling and
 QO0681.adjusted by the NATIONAL GEODETIC SURVEY
 QO0681.in September 2016.
 QO0681
 QO0681.Significant digits in the geoid height do not necessarily reflect accuracy.
 QO0681.GEOID18 height accuracy estimate available here.
 QO0681
 QO0681.Click photographs - Photos may exist for this station.
 QO0681
 QO0681.The dynamic height is computed by dividing the NAVD 88
 QO0681.geopotential number by the normal gravity value computed on the
 QO0681.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QO0681.degrees latitude (g = 980.6199 gals.).
 QO0681
 QO0681.The modeled gravity was interpolated from observed gravity values.
 QO0681
 QO0681;                    North         East    Units  Estimated Accuracy
 QO0681;SPC MN S     -   339,039.1     864,663.6     MT  (+/- 3 meters HH1 GPS) 
 QO0681
 QO0681_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK8602899446(NAD 83)
 QO0681
 QO0681                          SUPERSEDED SURVEY CONTROL
 QO0681
 QO0681  NAVD 88 (06/15/91)  277.493  (m)          910.41   (f) SUPERSEDED  2 1
 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
 QO0681.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QO0681.See file dsdata.pdf to determine how the superseded data were derived.
 QO0681
 QO0681_MARKER: DB = BENCH MARK DISK
 QO0681_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 QO0681_STAMPING: 0280 D 1969
 QO0681_MARK LOGO: MNHD
 QO0681_PROJECTION: RECESSED 0 CENTIMETERS
 QO0681_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 QO0681_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QO0681_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 QO0681+SATELLITE: SATELLITE OBSERVATIONS - May 22, 2014
 QO0681
 QO0681  HISTORY     - Date     Condition        Report By
 QO0681  HISTORY     - 19690401 MONUMENTED       MNHD
 QO0681  HISTORY     - 1998     GOOD             MNDT
 QO0681  HISTORY     - 20120725 GOOD             GEOCAC
 QO0681  HISTORY     - 20140522 GOOD             MNDT
 QO0681
 QO0681                          STATION DESCRIPTION
 QO0681
 QO0681'DESCRIBED BY MN HIGHWAY DEPT 1969
 QO0681'IN BLAINE.
 QO0681'MARK IS LOCATED IN THE VILLAGE OF BLAINE 0.6 MILES NORTHEAST ALONG FAI
 QO0681'35-W FROM THE 95TH AVENUE BRIDGE, 298 FEET NORTHEAST OF A HIGHWAY
 QO0681'INFORMATION SIGN (LEXINGTON AVENUE EXIT) 97 FEET SOUTHEAST OF FAI 35W
 QO0681'NORTHBOUND CENTERLINE STATION 561 + 94, 2 FEET WEST OF THE FAI 35-W
 QO0681'EAST RIGHT OF WAY FENCE, 1 FOOT WEST OF A STEEL WITNESS POST, IN A 6
 QO0681'FOOT PRECAST CONCRETE MONUMENT SET FLUSH WITH THE GROUND.  NW 1/4
 QO0681'SECTION 26, T31N, R23W.
 QO0681
 QO0681                          STATION RECOVERY (1998)
 QO0681
 QO0681'RECOVERY NOTE BY MN DEPT OF TRANSP 1998 (WAS)
 QO0681'RECOVERED AS DESCRIBED.
 QO0681
 QO0681                          STATION RECOVERY (2012)
 QO0681
 QO0681'RECOVERY NOTE BY GEOCACHING 2012 (LPC)
 QO0681'RECOVERED IN GOOD CONDITION.
 QO0681
 QO0681                          STATION RECOVERY (2014)
 QO0681
 QO0681'RECOVERY NOTE BY MN DEPT OF TRANSP 2014 (DAS)
 QO0681'THE STATION IS LOCATED ABOUT 6.1 MI (9.8 KM) WEST OF CENTERVILLE, 5.8
 QO0681'MI (9.3 KM) NORTH-NORTHEAST OF NEW BRIGHTON AND 1.3 MI (2.1 KM) WEST
 QO0681'OF CIRCLE PINES.
 QO0681'
 QO0681'TO REACH THE MARK GO 0.6 MI (1.0 KM) NORTHEAST ALONG INTERSTATE
 QO0681'HIGHWAY 35W  FROM THE JUNCTION OF INTERSTATE HIGHWAY 35W AND 95TH
 QO0681'AVENUE IN BLAINE, 1.6 MI (2.6 KM) NORTH OF ANOKA-RAMSEY COUNTY LINE,
 QO0681'AT INTERSTATE HIGHWAY 35W MILE POINT 32.5.
 QO0681'
 QO0681'THE MARK IS LOCATED 97.0 FT (29.6 M) SOUTHEAST OF NORTHBOUND
 QO0681'INTERSTATE HIGHWAY 35W, 298 FT (90.8 M) NORTHEAST OF LEXINGTON AVENUE
 QO0681'EXIT 1 MI (1.6 KM) SIGN, 2.0 FT (0.6 M) WEST OF EAST RIGHT-OF-WAY
 QO0681'FENCE, 1.0 FT (0.3 M) WEST OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 QO0683 ***********************************************************************
 QO0683  DESIGNATION -  0280 F
 QO0683  PID         -  QO0683
 QO0683  STATE/COUNTY-  MN/ANOKA
 QO0683  COUNTRY     -  US
 QO0683  USGS QUAD   -  CIRCLE PINES (2019)
 QO0683
 QO0683                         *CURRENT SURVEY CONTROL
 QO0683  ______________________________________________________________________
 QO0683* NAD 83(1986) POSITION- 45 09 56.46   (N) 093 09 13.75   (W)   HD_HELD1
 QO0683* NAVD 88 ORTHO HEIGHT -   274.990 (meters)      902.20  (feet) ADJUSTED
 QO0683  ______________________________________________________________________
 QO0683  GEOID HEIGHT    -        -27.437 (meters)                     GEOID18
 QO0683  DYNAMIC HEIGHT  -        274.986 (meters)      902.18  (feet) COMP
 QO0683  MODELED GRAVITY -    980,594.8   (mgal)                       NAVD 88
 QO0683
 QO0683  VERT ORDER      -  SECOND    CLASS I
 QO0683
 QO0683.The horizontal coordinates were determined by differentially corrected
 QO0683.hand held GPS observations or other comparable positioning techniques
 QO0683.and have an estimated accuracy of +/- 3 meters.
 QO0683
 QO0683.The orthometric height was determined by differential leveling and
 QO0683.adjusted by the NATIONAL GEODETIC SURVEY
 QO0683.in September 2016.
 QO0683
 QO0683.Significant digits in the geoid height do not necessarily reflect accuracy.
 QO0683.GEOID18 height accuracy estimate available here.
 QO0683
 QO0683.Click photographs - Photos may exist for this station.
 QO0683
 QO0683.The dynamic height is computed by dividing the NAVD 88
 QO0683.geopotential number by the normal gravity value computed on the
 QO0683.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QO0683.degrees latitude (g = 980.6199 gals.).
 QO0683
 QO0683.The modeled gravity was interpolated from observed gravity values.
 QO0683
 QO0683;                    North         East    Units  Estimated Accuracy
 QO0683;SPC MN S     -   340,983.6     866,524.2     MT  (+/- 3 meters HH1 GPS) 
 QO0683
 QO0683_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL8791101367(NAD 83)
 QO0683
 QO0683                          SUPERSEDED SURVEY CONTROL
 QO0683
 QO0683  NAVD 88 (06/15/91)  274.981  (m)          902.17   (f) SUPERSEDED  2 1
 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
 QO0683.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QO0683.See file dsdata.pdf to determine how the superseded data were derived.
 QO0683
 QO0683_MARKER: DB = BENCH MARK DISK
 QO0683_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 QO0683_STAMPING: 0280 F 1969
 QO0683_MARK LOGO: MNHD
 QO0683_PROJECTION: RECESSED 20 CENTIMETERS
 QO0683_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 QO0683_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QO0683_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 QO0683+SATELLITE: SATELLITE OBSERVATIONS - May 22, 2014
 QO0683
 QO0683  HISTORY     - Date     Condition        Report By
 QO0683  HISTORY     - 1969     MONUMENTED       MNHD
 QO0683  HISTORY     - 19980520 GOOD             MNDT
 QO0683  HISTORY     - 20140522 GOOD             MNDT
 QO0683
 QO0683                          STATION DESCRIPTION
 QO0683
 QO0683'DESCRIBED BY MN HIGHWAY DEPT 1969
 QO0683'IN BLAINE.
 QO0683'MARK IS LOCATED IN THE VILLAGE OF BLAINE, 0.6 MILES SOUTHWEST OF THE
 QO0683'JUNCTION OF FAI 35W AND COUNTY ROAD 53 (SUNSET STREET NORTHEAST) ALONG
 QO0683'FAI 35-W NEAR THE CENTER OF A LONG HIGHWAY CURVE, ABOUT 300 FEET NORTH
 QO0683'OF AN EMERGENCY CROSS-OVER, 100 FEET NORTHEAST ALONG THE RIGHT OF WAY
 QO0683'FENCE FROM A VENT PIPE (UNDERGROUND PIPELINE), 96 FEET NORTHWEST OF
 QO0683'FAI 35-W SOUTHBOUND CENTERLINE STATION 650 + 80, 56 FEET SOUTHEAST OF
 QO0683'A 24 INCH OAK TREE, 63 FEET EAST OF A 12 INCH OAK TREE, 1 FOOT EAST OF
 QO0683'A STEEL WITNESS POST, IN A 6 FOOT PRE-CAST CONCRETE MONUMENT SET FLUSH
 QO0683'WITH THE GROUND.  NW 1/4 SECTION 24, T31N, R23W.
 QO0683
 QO0683                          STATION RECOVERY (1998)
 QO0683
 QO0683'RECOVERY NOTE BY MN DEPT OF TRANSP 1998 (WAS)
 QO0683'RECOVERED AS DESCRIBED.
 QO0683
 QO0683                          STATION RECOVERY (2014)
 QO0683
 QO0683'RECOVERY NOTE BY MN DEPT OF TRANSP 2014 (DAS)
 QO0683'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 QO0684 ***********************************************************************
 QO0684  DESIGNATION -  0280 G
 QO0684  PID         -  QO0684
 QO0684  STATE/COUNTY-  MN/ANOKA
 QO0684  COUNTRY     -  US
 QO0684  USGS QUAD   -  CIRCLE PINES (2019)
 QO0684
 QO0684                         *CURRENT SURVEY CONTROL
 QO0684  ______________________________________________________________________
 QO0684* NAD 83(1996) POSITION- 45 10 04.21229(N) 093 08 34.46587(W)   ADJUSTED
 QO0684* NAVD 88 ORTHO HEIGHT -   283.295 (meters)      929.44  (feet) ADJUSTED
 QO0684  ______________________________________________________________________
 QO0684  GEOID HEIGHT    -        -27.438 (meters)                     GEOID18
 QO0684  LAPLACE CORR    -          0.98  (seconds)                    DEFLEC18
 QO0684  DYNAMIC HEIGHT  -        283.291 (meters)      929.43  (feet) COMP
 QO0684  MODELED GRAVITY -    980,595.7   (mgal)                       NAVD 88
 QO0684
 QO0684  HORZ ORDER      -  SECOND
 QO0684  VERT ORDER      -  SECOND    CLASS I
 QO0684
 QO0684.The horizontal coordinates were established by classical geodetic methods
 QO0684.and adjusted by the National Geodetic Survey in March 1999.
 QO0684
 QO0684.The orthometric height was determined by differential leveling and
 QO0684.adjusted by the NATIONAL GEODETIC SURVEY
 QO0684.in September 2016.
 QO0684
 QO0684.Significant digits in the geoid height do not necessarily reflect accuracy.
 QO0684.GEOID18 height accuracy estimate available here.
 QO0684
 QO0684.Click photographs - Photos may exist for this station.
 QO0684
 QO0684.The Laplace correction was computed from DEFLEC18 derived deflections.
 QO0684
 QO0684.The dynamic height is computed by dividing the NAVD 88
 QO0684.geopotential number by the normal gravity value computed on the
 QO0684.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QO0684.degrees latitude (g = 980.6199 gals.).
 QO0684
 QO0684.The modeled gravity was interpolated from observed gravity values.
 QO0684
 QO0684. The following values were computed from the NAD 83(1996) position.
 QO0684
 QO0684;                    North         East     Units Scale Factor Converg.
 QO0684;SPC MN S     -   341,231.811   867,379.541   MT  0.99998970   +0 36 02.7
 QO0684;SPC MN S     - 1,119,524.70  2,845,727.71   sFT  0.99998970   +0 36 02.7
 QO0684;UTM  15      - 5,001,605.143   488,769.659   MT  0.99960155   -0 06 04.8
 QO0684
 QO0684!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QO0684!SPC MN S     -   0.99995989  x   0.99998970  =   0.99994959
 QO0684!UTM  15      -   0.99995989  x   0.99960155  =   0.99956145
 QO0684
 QO0684_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL8876901605(NAD 83)
 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  NAVD 88 (06/15/91)  283.292  (m)          929.43   (f) SUPERSEDED  2 0
 QO0684  NGVD 29 (??/??/92)  283.246  (m)          929.28   (f) ADJ UNCH    2 0
 QO0684  NGVD 29             283.25   (m)          929.3    (f) LEVELING    3  
 QO0684
 QO0684.Superseded values are not recommended for survey control.
 QO0684
 QO0684.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QO0684.See file dsdata.pdf to determine how the superseded data were derived.
 QO0684
 QO0684_MARKER: DB = BENCH MARK DISK
 QO0684_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 QO0684_SP_SET: BRIDGE ABUTMENT
 QO0684_STAMPING: 0280 G 1969
 QO0684_MARK LOGO: MNHD
 QO0684_MAGNETIC: N = NO MAGNETIC MATERIAL
 QO0684_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QO0684_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 QO0684+SATELLITE: SATELLITE OBSERVATIONS - May 22, 2014
 QO0684
 QO0684  HISTORY     - Date     Condition        Report By
 QO0684  HISTORY     - 19690401 MONUMENTED       MNHD
 QO0684  HISTORY     - 1973     GOOD             MNHD
 QO0684  HISTORY     - 1989     GOOD             USPSQD
 QO0684  HISTORY     - 20140522 GOOD             MNDT
 QO0684
 QO0684                          STATION DESCRIPTION
 QO0684
 QO0684'DESCRIBED BY MN HIGHWAY DEPT 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.
 QO0684
 QO0684                          STATION RECOVERY (2014)
 QO0684
 QO0684'RECOVERY NOTE BY MN DEPT OF TRANSP 2014 (DAS)
 QO0684'THE STATION IS LOCATED ABOUT 7.3 MI (11.7 KM) WEST OF HUGO, 4.3 MI
 QO0684'(6.9 KM) WEST OF CENTERVILLE AND 1.4 MI (2.3 KM) NORTH-NORTHEAST OF
 QO0684'CIRCLE PINES, IN LINO LAKES-BLAINE BOUNDARY.
 QO0684'
 QO0684'TO REACH THE MARK GO WEST  FROM THE JUNCTION OF COUNTY ROAD 23 (LAKE
 QO0684'DRIVE) AND INTERSTATE HIGHWAY 35W TO LILAC STREET, THEN SOUTH TO ELM
 QO0684'STREET, THEN EAST TO INTERSTATE HIGHWAY 35W.
 QO0684'
 QO0684'THE MARK IS LOCATED IN SOUTHEAST CORNER OF COUNTY ROAD 53 (SUNSET
 QO0684'AVENUE NORTHEAST) BRIDGE NUMBER 9831 OVER INTERSTATE HIGHWAY 35W.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 QO0688 ***********************************************************************
 QO0688  DESIGNATION -  0280 L
 QO0688  PID         -  QO0688
 QO0688  STATE/COUNTY-  MN/ANOKA
 QO0688  COUNTRY     -  US
 QO0688  USGS QUAD   -  CENTERVILLE (2019)
 QO0688
 QO0688                         *CURRENT SURVEY CONTROL
 QO0688  ______________________________________________________________________
 QO0688* NAD 83(2011) POSITION- 45 11 19.41559(N) 093 05 07.07767(W)   ADJUSTED
 QO0688* NAD 83(2011) ELLIP HT-   244.534 (meters)        (10/16/14)   ADJUSTED
 QO0688* NAD 83(2011) EPOCH   -  2010.00
 QO0688* NAVD 88 ORTHO HEIGHT -   271.980 (meters)      892.32  (feet) ADJUSTED
 QO0688  ______________________________________________________________________
 QO0688  GEOID HEIGHT    -        -27.459 (meters)                     GEOID18
 QO0688  NAD 83(2011) X  -   -242,358.273 (meters)                     COMP
 QO0688  NAD 83(2011) Y  - -4,496,381.151 (meters)                     COMP
 QO0688  NAD 83(2011) Z  -  4,502,328.199 (meters)                     COMP
 QO0688  LAPLACE CORR    -          0.85  (seconds)                    DEFLEC18
 QO0688  DYNAMIC HEIGHT  -        271.977 (meters)      892.31  (feet) COMP
 QO0688  MODELED GRAVITY -    980,600.5   (mgal)                       NAVD 88
 QO0688
 QO0688  VERT ORDER      -  SECOND    CLASS 0
 QO0688
 QO0688  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 QO0688  Standards:
 QO0688         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 QO0688            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 QO0688  -------------------------------------------------------------------
 QO0688  NETWORK    0.68   1.96           0.30   0.25   1.00      0.25676834
 QO0688  -------------------------------------------------------------------
 QO0688  Click here for local accuracies and other accuracy information.
 QO0688
 QO0688.The horizontal coordinates were established by GPS observations
 QO0688.and adjusted by the MN DEPT OF TRANSP in October 2014.
 QO0688
 QO0688.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 QO0688.been affixed to the stable North American tectonic plate. See 
 QO0688.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 QO0688
 QO0688.The horizontal coordinates are valid at the epoch date displayed above
 QO0688.which is a decimal equivalence of Year/Month/Day.
 QO0688
 QO0688.The orthometric height was determined by differential leveling and
 QO0688.adjusted by the NATIONAL GEODETIC SURVEY
 QO0688.in June 1991.
 QO0688
 QO0688.Significant digits in the geoid height do not necessarily reflect accuracy.
 QO0688.GEOID18 height accuracy estimate available here.
 QO0688
 QO0688.Click photographs - Photos may exist for this station.
 QO0688
 QO0688.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 QO0688
 QO0688.The Laplace correction was computed from DEFLEC18 derived deflections.
 QO0688
 QO0688.The ellipsoidal height was determined by GPS observations
 QO0688.and is referenced to NAD 83.
 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. The following values were computed from the NAD 83(2011) position.
 QO0688
 QO0688;                    North         East     Units Scale Factor Converg.
 QO0688;SPC MN S     -   343,602.322   871,882.165   MT  0.99999402   +0 38 28.1
 QO0688;SPC MN S     - 1,127,301.95  2,860,500.07   sFT  0.99999402   +0 38 28.1
 QO0688;UTM  15      - 5,003,919.414   493,299.213   MT  0.99960055   -0 03 37.9
 QO0688
 QO0688!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QO0688!SPC MN S     -   0.99996166  x   0.99999402  =   0.99995568
 QO0688!UTM  15      -   0.99996166  x   0.99960055  =   0.99956223
 QO0688
 QO0688_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL9329903919(NAD 83)
 QO0688
 QO0688                          SUPERSEDED SURVEY CONTROL
 QO0688
 QO0688  NAVD 88 (10/16/14)  272.0    (m)  GEOID12A model used  GPS OBS        
 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
 QO0688.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QO0688.See file dsdata.pdf to determine how the superseded data were derived.
 QO0688
 QO0688_MARKER: DB = BENCH MARK DISK
 QO0688_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 QO0688_STAMPING: 0280 L 1969
 QO0688_MARK LOGO: MNHD
 QO0688_PROJECTION: RECESSED 10 CENTIMETERS
 QO0688_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 QO0688_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QO0688_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QO0688+SATELLITE: SATELLITE OBSERVATIONS - August 18, 2014
 QO0688
 QO0688  HISTORY     - Date     Condition        Report By
 QO0688  HISTORY     - 19690401 MONUMENTED       MNHD
 QO0688  HISTORY     - 1989     GOOD             USPSQD
 QO0688  HISTORY     - 20140521 GOOD             MNDT
 QO0688  HISTORY     - 20140818 GOOD             MNDT
 QO0688
 QO0688                          STATION DESCRIPTION
 QO0688
 QO0688'DESCRIBED BY MN HIGHWAY DEPT 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.
 QO0688
 QO0688                          STATION RECOVERY (2014)
 QO0688
 QO0688'RECOVERY NOTE BY MN DEPT OF TRANSP 2014 (DAS)
 QO0688'RECOVERED AS DESCRIBED.
 QO0688
 QO0688                          STATION RECOVERY (2014)
 QO0688
 QO0688'RECOVERY NOTE BY MN DEPT OF TRANSP 2014 (JXJ)
 QO0688'IN LINO LAKES, 1.5 MILES NORTHEAST ALONG INTERSTATE HIGHWAY 35 WEST
 QO0688'FROM JUNCTION OF INTERSTATE HIGHWAY 35 WEST AND COUNTY ROAD 23 IN LINO
 QO0688'LAKES, 0.6 MILE SOUTHWEST OF JUNCTION OF COUNTY ROAD 14 AND INTERSTATE
 QO0688'HIGHWAY 35W, AT INTERSTATE HIGHWAY 35 WEST MILEPOINT 37.98, 98 FEET
 QO0688'SOUTHEAST OF NORTHBOUND INTERSTATE HIGHWAY 35 AT STATION 849+17, 4
 QO0688'FEET WEST OF EAST RIGHT-OF-WAY FENCE, 1.0 FOOT WEST OF WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 QO0689 ***********************************************************************
 QO0689  DESIGNATION -  0280 M
 QO0689  PID         -  QO0689
 QO0689  STATE/COUNTY-  MN/ANOKA
 QO0689  COUNTRY     -  US
 QO0689  USGS QUAD   -  CENTERVILLE (2019)
 QO0689
 QO0689                         *CURRENT SURVEY CONTROL
 QO0689  ______________________________________________________________________
 QO0689* NAD 83(1986) POSITION- 45 11 33.01   (N) 093 04 21.52   (W)   HD_HELD1
 QO0689* NAVD 88 ORTHO HEIGHT -   278.459 (meters)      913.58  (feet) ADJUSTED
 QO0689  ______________________________________________________________________
 QO0689  GEOID HEIGHT    -        -27.461 (meters)                     GEOID18
 QO0689  DYNAMIC HEIGHT  -        278.457 (meters)      913.57  (feet) COMP
 QO0689  MODELED GRAVITY -    980,600.8   (mgal)                       NAVD 88
 QO0689
 QO0689  VERT ORDER      -  SECOND    CLASS 0
 QO0689
 QO0689.The horizontal coordinates were determined by differentially corrected
 QO0689.hand held GPS observations or other comparable positioning techniques
 QO0689.and have an estimated accuracy of +/- 3 meters.
 QO0689
 QO0689.The orthometric height was determined by differential leveling and
 QO0689.adjusted by the NATIONAL GEODETIC SURVEY
 QO0689.in June 1991.
 QO0689
 QO0689.Significant digits in the geoid height do not necessarily reflect accuracy.
 QO0689.GEOID18 height accuracy estimate available here.
 QO0689
 QO0689.Click photographs - Photos may exist for this station.
 QO0689
 QO0689.The dynamic height is computed by dividing the NAVD 88
 QO0689.geopotential number by the normal gravity value computed on the
 QO0689.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QO0689.degrees latitude (g = 980.6199 gals.).
 QO0689
 QO0689.The modeled gravity was interpolated from observed gravity values.
 QO0689
 QO0689;                    North         East    Units  Estimated Accuracy
 QO0689;SPC MN S     -   344,033.2     872,871.9     MT  (+/- 3 meters HH1 GPS) 
 QO0689
 QO0689_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL9429304337(NAD 83)
 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
 QO0689.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QO0689.See file dsdata.pdf to determine how the superseded data were derived.
 QO0689
 QO0689_MARKER: DB = BENCH MARK DISK
 QO0689_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 QO0689_SP_SET: BRIDGE ABUTMENT
 QO0689_STAMPING: 0280 M 1969
 QO0689_MARK LOGO: MNHD
 QO0689_MAGNETIC: N = NO MAGNETIC MATERIAL
 QO0689_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QO0689_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 QO0689+SATELLITE: SATELLITE OBSERVATIONS - July 23, 2014
 QO0689
 QO0689  HISTORY     - Date     Condition        Report By
 QO0689  HISTORY     - 1969     MONUMENTED       MNHD
 QO0689  HISTORY     - 1989     GOOD             USPSQD
 QO0689  HISTORY     - 20051123 GOOD             USPSQD
 QO0689  HISTORY     - 20140723 GOOD             MNDT
 QO0689
 QO0689                          STATION DESCRIPTION
 QO0689
 QO0689'DESCRIBED BY MN HIGHWAY DEPT 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.
 QO0689
 QO0689                          STATION RECOVERY (2014)
 QO0689
 QO0689'RECOVERY NOTE BY MN DEPT OF TRANSP 2014 (BK)
 QO0689'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 QO0690 ***********************************************************************
 QO0690  DESIGNATION -  0280 N
 QO0690  PID         -  QO0690
 QO0690  STATE/COUNTY-  MN/ANOKA
 QO0690  COUNTRY     -  US
 QO0690  USGS QUAD   -  CENTERVILLE (2019)
 QO0690
 QO0690                         *CURRENT SURVEY CONTROL
 QO0690  ______________________________________________________________________
 QO0690* NAD 83(1986) POSITION- 45 11 42.73   (N) 093 03 55.33   (W)   HD_HELD1
 QO0690* NAVD 88 ORTHO HEIGHT -   271.272 (meters)      890.00  (feet) ADJUSTED
 QO0690  ______________________________________________________________________
 QO0690  GEOID HEIGHT    -        -27.463 (meters)                     GEOID18
 QO0690  DYNAMIC HEIGHT  -        271.270 (meters)      889.99  (feet) COMP
 QO0690  MODELED GRAVITY -    980,600.9   (mgal)                       NAVD 88
 QO0690
 QO0690  VERT ORDER      -  SECOND    CLASS I
 QO0690
 QO0690.The horizontal coordinates were determined by differentially corrected
 QO0690.hand held GPS observations or other comparable positioning techniques
 QO0690.and have an estimated accuracy of +/- 3 meters.
 QO0690
 QO0690.The orthometric height was determined by differential leveling and
 QO0690.adjusted by the NATIONAL GEODETIC SURVEY
 QO0690.in September 2016.
 QO0690
 QO0690.Significant digits in the geoid height do not necessarily reflect accuracy.
 QO0690.GEOID18 height accuracy estimate available here.
 QO0690
 QO0690.Click photographs - Photos may exist for this station.
 QO0690
 QO0690.The dynamic height is computed by dividing the NAVD 88
 QO0690.geopotential number by the normal gravity value computed on the
 QO0690.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QO0690.degrees latitude (g = 980.6199 gals.).
 QO0690
 QO0690.The modeled gravity was interpolated from observed gravity values.
 QO0690
 QO0690;                    North         East    Units  Estimated Accuracy
 QO0690;SPC MN S     -   344,339.7     873,440.1     MT  (+/- 3 meters HH1 GPS) 
 QO0690
 QO0690_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL9486504637(NAD 83)
 QO0690
 QO0690                          SUPERSEDED SURVEY CONTROL
 QO0690
 QO0690  NAVD 88 (06/15/91)  271.277  (m)          890.01   (f) SUPERSEDED  2 0
 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
 QO0690.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QO0690.See file dsdata.pdf to determine how the superseded data were derived.
 QO0690
 QO0690_MARKER: DB = BENCH MARK DISK
 QO0690_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 QO0690_STAMPING: 0280 N 1969
 QO0690_MARK LOGO: MNHD
 QO0690_PROJECTION: FLUSH
 QO0690_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 QO0690_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QO0690_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QO0690+SATELLITE: SATELLITE OBSERVATIONS - May 21, 2014
 QO0690
 QO0690  HISTORY     - Date     Condition        Report By
 QO0690  HISTORY     - 19690401 MONUMENTED       MNHD
 QO0690  HISTORY     - 20140521 GOOD             MNDT
 QO0690
 QO0690                          STATION DESCRIPTION
 QO0690
 QO0690'DESCRIBED BY MN HIGHWAY DEPT 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.
 QO0690
 QO0690                          STATION RECOVERY (2014)
 QO0690
 QO0690'RECOVERY NOTE BY MN DEPT OF TRANSP 2014 (DAS)
 QO0690'THE STATION IS LOCATED ABOUT 5.3 MI (8.5 KM) NORTHEAST OF CIRCLE
 QO0690'PINES, 4.3 MI (6.9 KM) NORTHWEST OF HUGO AND 2.3 MI (3.7 KM)
 QO0690'NORTH-NORTHWEST OF CENTERVILLE.
 QO0690'
 QO0690'TO REACH THE MARK GO 2.6 MI (4.2 KM) NORTHEAST ALONG INTERSTATE
 QO0690'HIGHWAY 35W  FROM THE JUNCTION OF INTERSTATE HIGHWAY 35W AND COUNTY
 QO0690'ROAD 23, 0.4 MI (0.6 KM) NORTHEAST OF THE JUNCTION OF COUNTY ROAD 14
 QO0690'AND INTERSTATE HIGHWAY 35W, AT INTERSTATE HIGHWAY 35W MILE POINT 39.1.
 QO0690'THE MARK IS LOCATED 94.0 FT (28.7 M) NORTHWEST OF SOUTHBOUND
 QO0690'INTERSTATE HIGHWAY 35W, 79 FT (24.1 M) NORTHEAST OF VENT PIPE 220, 4.0
 QO0690'FT (1.2 M) SOUTHEAST OF NORTHWEST RIGHT-OF-WAY FENCE, AT FENCE
 QO0690'TRANSITION FROM CHAIN LINK TO BARB WIRE, 0.6 FT (18 CM) SOUTHEAST OF A
 QO0690'WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 QO0691 ***********************************************************************
 QO0691  DESIGNATION -  0280 P
 QO0691  PID         -  QO0691
 QO0691  STATE/COUNTY-  MN/ANOKA
 QO0691  COUNTRY     -  US
 QO0691  USGS QUAD   -  CENTERVILLE (2019)
 QO0691
 QO0691                         *CURRENT SURVEY CONTROL
 QO0691  ______________________________________________________________________
 QO0691* NAD 83(1986) POSITION- 45 11 57.76   (N) 093 03 09.35   (W)   HD_HELD1
 QO0691* NAVD 88 ORTHO HEIGHT -   272.660 (meters)      894.55  (feet) ADJUSTED
 QO0691  ______________________________________________________________________
 QO0691  GEOID HEIGHT    -        -27.465 (meters)                     GEOID18
 QO0691  DYNAMIC HEIGHT  -        272.658 (meters)      894.55  (feet) COMP
 QO0691  MODELED GRAVITY -    980,601.2   (mgal)                       NAVD 88
 QO0691
 QO0691  VERT ORDER      -  SECOND    CLASS I
 QO0691
 QO0691.The horizontal coordinates were determined by differentially corrected
 QO0691.hand held GPS observations or other comparable positioning techniques
 QO0691.and have an estimated accuracy of +/- 3 meters.
 QO0691
 QO0691.The orthometric height was determined by differential leveling and
 QO0691.adjusted by the NATIONAL GEODETIC SURVEY
 QO0691.in September 2016.
 QO0691
 QO0691.Significant digits in the geoid height do not necessarily reflect accuracy.
 QO0691.GEOID18 height accuracy estimate available here.
 QO0691
 QO0691.Click photographs - Photos may exist for this station.
 QO0691
 QO0691.The dynamic height is computed by dividing the NAVD 88
 QO0691.geopotential number by the normal gravity value computed on the
 QO0691.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QO0691.degrees latitude (g = 980.6199 gals.).
 QO0691
 QO0691.The modeled gravity was interpolated from observed gravity values.
 QO0691
 QO0691;                    North         East    Units  Estimated Accuracy
 QO0691;SPC MN S     -   344,815.2     874,438.2     MT  (+/- 3 meters HH1 GPS) 
 QO0691
 QO0691_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL9586805100(NAD 83)
 QO0691
 QO0691                          SUPERSEDED SURVEY CONTROL
 QO0691
 QO0691  NAVD 88 (06/15/91)  272.654  (m)          894.53   (f) SUPERSEDED  2 0
 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
 QO0691.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QO0691.See file dsdata.pdf to determine how the superseded data were derived.
 QO0691
 QO0691_MARKER: DB = BENCH MARK DISK
 QO0691_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 QO0691_STAMPING: 0280 P 1969
 QO0691_MARK LOGO: MNHD
 QO0691_PROJECTION: RECESSED 20 CENTIMETERS
 QO0691_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 QO0691_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QO0691_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QO0691+SATELLITE: SATELLITE OBSERVATIONS - May 21, 2014
 QO0691
 QO0691  HISTORY     - Date     Condition        Report By
 QO0691  HISTORY     - 1969     MONUMENTED       MNHD
 QO0691  HISTORY     - 20090304 GOOD             MNDT
 QO0691  HISTORY     - 20140521 GOOD             MNDT
 QO0691
 QO0691                          STATION DESCRIPTION
 QO0691
 QO0691'DESCRIBED BY MN HIGHWAY DEPT 1969
 QO0691'IN LINO LAKES.
 QO0691'MARK IS LOCATED IN THE VILLAGE OF LINO LAKES, 1.1 MILES NORTHWEST OF
 QO0691'THE JUNCTION OF FAI 35-W AND COUNTY ROAD 14, 0.3 MILES SOUTHEAST OF
 QO0691'THE CROSSING OF RICE CREEK, 94 FEET SOUTHEAST OF FAI 35-W NORTHBOUND
 QO0691'CENTERLINE STATION 942 + 02, 39 FEET NORTH OF A POWER POLE (NO. 104) 5
 QO0691'FEET NORTHWEST OF THE EAST RIGHT OF WAY FENCE, 1 FOOT WEST OF A STEEL
 QO0691'WITNESS POST, IN A 6 FOOT PRECAST CONCRETE MONUMENT SET FLUSH WITH THE
 QO0691'GROUND.  SW 1/4 SECTION 2, T31N, R22W.
 QO0691
 QO0691                          STATION RECOVERY (2009)
 QO0691
 QO0691'RECOVERY NOTE BY MN DEPT OF TRANSP 2009 (JBG)
 QO0691'RECOVERED AS DESCRIBED.
 QO0691
 QO0691                          STATION RECOVERY (2014)
 QO0691
 QO0691'RECOVERY NOTE BY MN DEPT OF TRANSP 2014 (DAS)
 QO0691'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 QO0692 ***********************************************************************
 QO0692  DESIGNATION -  0280 Q
 QO0692  PID         -  QO0692
 QO0692  STATE/COUNTY-  MN/ANOKA
 QO0692  COUNTRY     -  US
 QO0692  USGS QUAD   -  CENTERVILLE (2019)
 QO0692
 QO0692                         *CURRENT SURVEY CONTROL
 QO0692  ______________________________________________________________________
 QO0692* NAD 83(1986) POSITION- 45 12 11.07   (N) 093 02 54.01   (W)   HD_HELD1
 QO0692* NAVD 88 ORTHO HEIGHT -   270.699 (meters)      888.12  (feet) ADJUSTED
 QO0692  ______________________________________________________________________
 QO0692  GEOID HEIGHT    -        -27.469 (meters)                     GEOID18
 QO0692  DYNAMIC HEIGHT  -        270.697 (meters)      888.11  (feet) COMP
 QO0692  MODELED GRAVITY -    980,601.3   (mgal)                       NAVD 88
 QO0692
 QO0692  VERT ORDER      -  SECOND    CLASS 0
 QO0692
 QO0692.The horizontal coordinates were determined by differentially corrected
 QO0692.hand held GPS observations or other comparable positioning techniques
 QO0692.and have an estimated accuracy of +/- 3 meters.
 QO0692
 QO0692.The orthometric height was determined by differential leveling and
 QO0692.adjusted by the NATIONAL GEODETIC SURVEY
 QO0692.in June 1991.
 QO0692
 QO0692.Significant digits in the geoid height do not necessarily reflect accuracy.
 QO0692.GEOID18 height accuracy estimate available here.
 QO0692
 QO0692.Click photographs - Photos may exist for this station.
 QO0692
 QO0692.The dynamic height is computed by dividing the NAVD 88
 QO0692.geopotential number by the normal gravity value computed on the
 QO0692.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QO0692.degrees latitude (g = 980.6199 gals.).
 QO0692
 QO0692.The modeled gravity was interpolated from observed gravity values.
 QO0692
 QO0692;                    North         East    Units  Estimated Accuracy
 QO0692;SPC MN S     -   345,230.0     874,768.2     MT  (+/- 3 meters HH1 GPS) 
 QO0692
 QO0692_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL9620305510(NAD 83)
 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
 QO0692.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QO0692.See file dsdata.pdf to determine how the superseded data were derived.
 QO0692
 QO0692_MARKER: DB = BENCH MARK DISK
 QO0692_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 QO0692_SP_SET: BOX CULVERT
 QO0692_STAMPING: 0280 Q 1969
 QO0692_MARK LOGO: MNHD
 QO0692_MAGNETIC: N = NO MAGNETIC MATERIAL
 QO0692_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QO0692+STABILITY: SURFACE MOTION
 QO0692_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 QO0692+SATELLITE: SATELLITE OBSERVATIONS - July 23, 2014
 QO0692
 QO0692  HISTORY     - Date     Condition        Report By
 QO0692  HISTORY     - 1969     MONUMENTED       MNHD
 QO0692  HISTORY     - 20090304 GOOD             MNDT
 QO0692  HISTORY     - 20140723 GOOD             MNDT
 QO0692
 QO0692                          STATION DESCRIPTION
 QO0692
 QO0692'DESCRIBED BY MN HIGHWAY DEPT 1969
 QO0692'IN LINO LAKES.
 QO0692'MARK IS LOCATED IN THE VILLAGE OF LINO LAKES, 1.3 MILES NORTHEAST OF
 QO0692'THE JUNCTION OF FAI 35-W AND COUNTY ROAD 14, 1.1 MILES SOUTHWEST OF
 QO0692'THE JUNCTION OF FAI 35-W AND COUNTY ROAD 21, IN THE SOUTHEAST CORNER
 QO0692'OF BOX CULVERT NO. 9823, FAI 35-W OVER RICE CREEK.  SE 1/4 SECTION 2,
 QO0692'T31N, R22W.
 QO0692
 QO0692                          STATION RECOVERY (2009)
 QO0692
 QO0692'RECOVERY NOTE BY MN DEPT OF TRANSP 2009 (MAS)
 QO0692'RECOVERED AS DESCRIBED.
 QO0692
 QO0692                          STATION RECOVERY (2014)
 QO0692
 QO0692'RECOVERY NOTE BY MN DEPT OF TRANSP 2014 (BK)
 QO0692'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 QO0693 ***********************************************************************
 QO0693  DESIGNATION -  0280 R
 QO0693  PID         -  QO0693
 QO0693  STATE/COUNTY-  MN/ANOKA
 QO0693  COUNTRY     -  US
 QO0693  USGS QUAD   -  CENTERVILLE (2019)
 QO0693
 QO0693                         *CURRENT SURVEY CONTROL
 QO0693  ______________________________________________________________________
 QO0693* NAD 83(2011) POSITION- 45 12 30.72965(N) 093 02 29.48694(W)   ADJUSTED
 QO0693* NAD 83(2011) ELLIP HT-   245.413 (meters)        (10/16/14)   ADJUSTED
 QO0693* NAD 83(2011) EPOCH   -  2010.00
 QO0693* NAVD 88 ORTHO HEIGHT -   272.881 (meters)      895.28  (feet) ADJUSTED
 QO0693  ______________________________________________________________________
 QO0693  GEOID HEIGHT    -        -27.475 (meters)                     GEOID18
 QO0693  NAD 83(2011) X  -   -238,840.016 (meters)                     COMP
 QO0693  NAD 83(2011) Y  - -4,495,005.655 (meters)                     COMP
 QO0693  NAD 83(2011) Z  -  4,503,880.198 (meters)                     COMP
 QO0693  LAPLACE CORR    -          1.22  (seconds)                    DEFLEC18
 QO0693  DYNAMIC HEIGHT  -        272.879 (meters)      895.27  (feet) COMP
 QO0693  MODELED GRAVITY -    980,601.4   (mgal)                       NAVD 88
 QO0693
 QO0693  VERT ORDER      -  SECOND    CLASS 0
 QO0693
 QO0693  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 QO0693  Standards:
 QO0693         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 QO0693            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 QO0693  -------------------------------------------------------------------
 QO0693  NETWORK    0.64   1.86           0.29   0.22   0.95      0.25642477
 QO0693  -------------------------------------------------------------------
 QO0693  Click here for local accuracies and other accuracy information.
 QO0693
 QO0693.The horizontal coordinates were established by GPS observations
 QO0693.and adjusted by the MN DEPT OF TRANSP in October 2014.
 QO0693
 QO0693.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 QO0693.been affixed to the stable North American tectonic plate. See 
 QO0693.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 QO0693
 QO0693.The horizontal coordinates are valid at the epoch date displayed above
 QO0693.which is a decimal equivalence of Year/Month/Day.
 QO0693
 QO0693.The orthometric height was determined by differential leveling and
 QO0693.adjusted by the NATIONAL GEODETIC SURVEY
 QO0693.in June 1991.
 QO0693
 QO0693.Significant digits in the geoid height do not necessarily reflect accuracy.
 QO0693.GEOID18 height accuracy estimate available here.
 QO0693
 QO0693.Click photographs - Photos may exist for this station.
 QO0693
 QO0693.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 QO0693
 QO0693.The Laplace correction was computed from DEFLEC18 derived deflections.
 QO0693
 QO0693.The ellipsoidal height was determined by GPS observations
 QO0693.and is referenced to NAD 83.
 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. The following values were computed from the NAD 83(2011) position.
 QO0693
 QO0693;                    North         East     Units Scale Factor Converg.
 QO0693;SPC MN S     -   345,843.115   875,296.292   MT  0.99999823   +0 40 18.6
 QO0693;SPC MN S     - 1,134,653.62  2,871,701.25   sFT  0.99999823   +0 40 18.6
 QO0693;UTM  15      - 5,006,117.371   496,739.155   MT  0.99960013   -0 01 46.1
 QO0693
 QO0693!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QO0693!SPC MN S     -   0.99996152  x   0.99999823  =   0.99995975
 QO0693!UTM  15      -   0.99996152  x   0.99960013  =   0.99956167
 QO0693
 QO0693_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL9673906117(NAD 83)
 QO0693
 QO0693                          SUPERSEDED SURVEY CONTROL
 QO0693
 QO0693  NAVD 88 (10/16/14)  272.9    (m)  GEOID12A model used  GPS OBS        
 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
 QO0693.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QO0693.See file dsdata.pdf to determine how the superseded data were derived.
 QO0693
 QO0693_MARKER: DB = BENCH MARK DISK
 QO0693_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 QO0693_STAMPING: 0280 R 1969
 QO0693_MARK LOGO: MNHD
 QO0693_PROJECTION: RECESSED 8 CENTIMETERS
 QO0693_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 QO0693_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QO0693_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QO0693+SATELLITE: SATELLITE OBSERVATIONS - August 14, 2014
 QO0693
 QO0693  HISTORY     - Date     Condition        Report By
 QO0693  HISTORY     - 1969     MONUMENTED       MNHD
 QO0693  HISTORY     - 20090304 GOOD             MNDT
 QO0693  HISTORY     - 20090304 GOOD             MNDT
 QO0693  HISTORY     - 20140521 GOOD             MNDT
 QO0693  HISTORY     - 20140814 GOOD             MNDT
 QO0693
 QO0693                          STATION DESCRIPTION
 QO0693
 QO0693'DESCRIBED BY MN HIGHWAY DEPT 1969
 QO0693'IN LINO LAKES.
 QO0693'MARK IS LOCATED IN THE VILLAGE OF LINO LAKES, 0.5 MILES NORTHEAST OF
 QO0693'THE CROSSING AT RICE CREEK, 0.6 MILES SOUTHWEST OF THE JUNCTION OF FAI
 QO0693'35-W AND COUNTY ROAD 21, 95 FEET SOUTHEAST OF FAI 35-W NORTHBOUND
 QO0693'CENTERLINE STATION 985 + 90, 21 FEET SOUTHEAST OF THE WEST LEG OF A
 QO0693'HIGHWAY INFORMATION SIGN (JCT. 35-E AND 35W) 16 FEET SOUTHEAST OF THE
 QO0693'EAST LEG OF THE SAME SIGN, 3 FEET WEST OF THE EAST RIGHT OF WAY FENCE,
 QO0693'1 FOOT WEST OF A STEEL WITNESS POST IN A 6 FOOT PRE-CAST CONCRETE
 QO0693'MONUMENT SET FLUSH WITH THE GROUND.  NE 1/4 SECTION 2, T31N, R22W.
 QO0693
 QO0693                          STATION RECOVERY (2009)
 QO0693
 QO0693'RECOVERY NOTE BY MN DEPT OF TRANSP 2009 (MAS)
 QO0693'RECOVERED AS DESCRIBED.
 QO0693
 QO0693                          STATION RECOVERY (2009)
 QO0693
 QO0693'RECOVERY NOTE BY MN DEPT OF TRANSP 2009 (MAS)
 QO0693'RECOVERED AS DESCRIBED.
 QO0693
 QO0693                          STATION RECOVERY (2014)
 QO0693
 QO0693'RECOVERY NOTE BY MN DEPT OF TRANSP 2014 (DAS)
 QO0693'RECOVERED AS DESCRIBED.
 QO0693
 QO0693                          STATION RECOVERY (2014)
 QO0693
 QO0693'RECOVERY NOTE BY MN DEPT OF TRANSP 2014 (TXS)
 QO0693'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 QO0768 ***********************************************************************
 QO0768  DESIGNATION -  0280 S
 QO0768  PID         -  QO0768
 QO0768  STATE/COUNTY-  MN/ANOKA
 QO0768  COUNTRY     -  US
 QO0768  USGS QUAD   -  CENTERVILLE (2019)
 QO0768
 QO0768                         *CURRENT SURVEY CONTROL
 QO0768  ______________________________________________________________________
 QO0768* NAD 83(1996) POSITION- 45 12 52.00725(N) 093 02 03.22392(W)   ADJUSTED
 QO0768* NAVD 88 ORTHO HEIGHT -   278.794 (meters)      914.68  (feet) ADJUSTED
 QO0768  ______________________________________________________________________
 QO0768  GEOID HEIGHT    -        -27.481 (meters)                     GEOID18
 QO0768  LAPLACE CORR    -          1.35  (seconds)                    DEFLEC18
 QO0768  DYNAMIC HEIGHT  -        278.793 (meters)      914.67  (feet) COMP
 QO0768  MODELED GRAVITY -    980,601.4   (mgal)                       NAVD 88
 QO0768
 QO0768  HORZ ORDER      -  SECOND
 QO0768  VERT ORDER      -  SECOND    CLASS 0
 QO0768
 QO0768.The horizontal coordinates were established by classical geodetic methods
 QO0768.and adjusted by the National Geodetic Survey in March 1999.
 QO0768
 QO0768.The orthometric height was determined by differential leveling and
 QO0768.adjusted by the NATIONAL GEODETIC SURVEY
 QO0768.in June 1991.
 QO0768
 QO0768.Significant digits in the geoid height do not necessarily reflect accuracy.
 QO0768.GEOID18 height accuracy estimate available here.
 QO0768
 QO0768.Click photographs - Photos may exist for this station.
 QO0768
 QO0768.The Laplace correction was computed from DEFLEC18 derived deflections.
 QO0768
 QO0768.The dynamic height is computed by dividing the NAVD 88
 QO0768.geopotential number by the normal gravity value computed on the
 QO0768.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QO0768.degrees latitude (g = 980.6199 gals.).
 QO0768
 QO0768.The modeled gravity was interpolated from observed gravity values.
 QO0768
 QO0768. The following values were computed from the NAD 83(1996) position.
 QO0768
 QO0768;                    North         East     Units Scale Factor Converg.
 QO0768;SPC MN S     -   346,506.677   875,861.610   MT  0.99999952   +0 40 37.0
 QO0768;SPC MN S     - 1,136,830.66  2,873,555.97   sFT  0.99999952   +0 40 37.0
 QO0768;UTM  15      - 5,006,773.702   497,312.324   MT  0.99960009   -0 01 27.5
 QO0768
 QO0768!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QO0768!SPC MN S     -   0.99996060  x   0.99999952  =   0.99996012
 QO0768!UTM  15      -   0.99996060  x   0.99960009  =   0.99956071
 QO0768
 QO0768_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL9731206773(NAD 83)
 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  NGVD 29             278.75   (m)          914.5    (f) LEVELING    3  
 QO0768
 QO0768.Superseded values are not recommended for survey control.
 QO0768
 QO0768.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QO0768.See file dsdata.pdf to determine how the superseded data were derived.
 QO0768
 QO0768_MARKER: DB = BENCH MARK DISK
 QO0768_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 QO0768_SP_SET: BRIDGE ABUTMENT
 QO0768_STAMPING: 0280 S 1969
 QO0768_MARK LOGO: MNHD
 QO0768_MAGNETIC: N = NO MAGNETIC MATERIAL
 QO0768_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QO0768_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 QO0768+SATELLITE: SATELLITE OBSERVATIONS - May 21, 2014
 QO0768
 QO0768  HISTORY     - Date     Condition        Report By
 QO0768  HISTORY     - 19690401 MONUMENTED       MNHD
 QO0768  HISTORY     - 1970     GOOD             MNDT
 QO0768  HISTORY     - 1990     GOOD             USPSQD
 QO0768  HISTORY     - 20051123 GOOD             USPSQD
 QO0768  HISTORY     - 20090305 GOOD             MNDT
 QO0768  HISTORY     - 20101115 GOOD             MNDT
 QO0768  HISTORY     - 20140521 GOOD             MNDT
 QO0768
 QO0768                          STATION DESCRIPTION
 QO0768
 QO0768'DESCRIBED BY MN DEPT OF TRANSP 1970
 QO0768'IN LINO LAKES.
 QO0768'IN THE VILLAGE OF LINO LAKES, ABOUT 4.0 MILES NORTHWEST OF THE TOWN OF
 QO0768'HUGO (WASHINGTON COUNTY) 0.3 MILES SOUTHWEST OF THE NORTH JUNCTION OF
 QO0768'FAI 35W AND FAI 35E, IN THE SOUTHEAST CORNER OF BRIDGE NO. 02801,
 QO0768'COUNTY ROAD 21 OVER FAI 35W.  SW 1/4, SEC 36, T 32N, R 22W.
 QO0768
 QO0768                          STATION RECOVERY (1990)
 QO0768
 QO0768'RECOVERY NOTE BY US POWER SQUADRON 1990 (TJZ)
 QO0768'RECOVERED IN GOOD CONDITION.
 QO0768
 QO0768                          STATION RECOVERY (2005)
 QO0768
 QO0768'RECOVERY NOTE BY US POWER SQUADRON 2005 (JCH)
 QO0768'RECOVERED IN GOOD CONDITION.
 QO0768
 QO0768                          STATION RECOVERY (2009)
 QO0768
 QO0768'RECOVERY NOTE BY MN DEPT OF TRANSP 2009 (MAS)
 QO0768'RECOVERED AS DESCRIBED.
 QO0768
 QO0768                          STATION RECOVERY (2010)
 QO0768
 QO0768'RECOVERY NOTE BY MN DEPT OF TRANSP 2010 (MPP)
 QO0768'4.0 MI (6.4 KM) SOUTH-SOUTHWEST OF FOREST LAKE, 2.5 MI (4.0 KM) SOUTH
 QO0768'ALONG THE 20TH AVENUE NORTH (COUNTY ROAD 54)  FROM THE JUNCTION WITH
 QO0768'TRUNK HIGHWAY 97(SCANDIA TRAIL NORTH) IN FOREST LAKE, AT NORTHWEST
 QO0768'CORNER OF WEST FREEWAY DRIVE BRIDGE NUMBER 02801 OVER INTERSTATE
 QO0768'HIGHWAY 35, 210.5 FT (64.2 M) SOUTH-SOUTHEAST OF STATION TROUT.
 QO0768
 QO0768                          STATION RECOVERY (2014)
 QO0768
 QO0768'RECOVERY NOTE BY MN DEPT OF TRANSP 2014 (DAS)
 QO0768'THE STATION IS LOCATED ABOUT 5.1 MI (8.2 KM) SOUTH-SOUTHWEST OF FOREST
 QO0768'LAKE, 4.3 MI (6.9 KM) NORTH-NORTHWEST OF HUGO AND 3.7 MI (6.0 KM)
 QO0768'NORTH-NORTHEAST OF CENTERVILLE, 4.0 MI (6.4 KM) SOUTH-SOUTHWEST OF
 QO0768'FOREST LAKE.
 QO0768'
 QO0768'TO REACH THE MARK GO 2.5 MI (4.0 KM) SOUTH ALONG THE 20TH AVENUE NORTH
 QO0768'(COUNTY ROAD 54)  FROM THE JUNCTION WITH TRUNK HIGHWAY 97(SCANDIA
 QO0768'TRAIL NORTH) IN FOREST LAKE, AT NORTHWEST CORNER OF WEST FREEWAY DRIVE
 QO0768'BRIDGE NUMBER 02801 OVER INTERSTATE HIGHWAY 35W.
 QO0768'
 QO0768'THE MARK IS LOCATED 210.5 FT (64.2 M) SOUTH-SOUTHEAST OF STATION
 QO0768'TROUT.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 QO0767 ***********************************************************************
 QO0767  DESIGNATION -  0280 T
 QO0767  PID         -  QO0767
 QO0767  STATE/COUNTY-  MN/ANOKA
 QO0767  COUNTRY     -  US
 QO0767  USGS QUAD   -  CENTERVILLE (2019)
 QO0767
 QO0767                         *CURRENT SURVEY CONTROL
 QO0767  ______________________________________________________________________
 QO0767* NAD 83(1986) POSITION- 45 13 05.32   (N) 093 01 46.12   (W)   HD_HELD1
 QO0767* NAVD 88 ORTHO HEIGHT -   280.265 (meters)      919.50  (feet) ADJUSTED
 QO0767  ______________________________________________________________________
 QO0767  GEOID HEIGHT    -        -27.485 (meters)                     GEOID18
 QO0767  DYNAMIC HEIGHT  -        280.263 (meters)      919.50  (feet) COMP
 QO0767  MODELED GRAVITY -    980,601.5   (mgal)                       NAVD 88
 QO0767
 QO0767  VERT ORDER      -  SECOND    CLASS I
 QO0767
 QO0767.The horizontal coordinates were determined by differentially corrected
 QO0767.hand held GPS observations or other comparable positioning techniques
 QO0767.and have an estimated accuracy of +/- 3 meters.
 QO0767
 QO0767.The orthometric height was determined by differential leveling and
 QO0767.adjusted by the NATIONAL GEODETIC SURVEY
 QO0767.in August 2013.
 QO0767
 QO0767.Significant digits in the geoid height do not necessarily reflect accuracy.
 QO0767.GEOID18 height accuracy estimate available here.
 QO0767
 QO0767.Click photographs - Photos may exist for this station.
 QO0767
 QO0767.The dynamic height is computed by dividing the NAVD 88
 QO0767.geopotential number by the normal gravity value computed on the
 QO0767.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QO0767.degrees latitude (g = 980.6199 gals.).
 QO0767
 QO0767.The modeled gravity was interpolated from observed gravity values.
 QO0767
 QO0767;                    North         East    Units  Estimated Accuracy
 QO0767;SPC MN S     -   346,922.0     876,229.9     MT  (+/- 3 meters HH1 GPS) 
 QO0767
 QO0767_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL9768507184(NAD 83)
 QO0767
 QO0767                          SUPERSEDED SURVEY CONTROL
 QO0767
 QO0767  NAVD 88 (06/15/91)  280.263  (m)          919.50   (f) SUPERSEDED  2 0
 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
 QO0767.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QO0767.See file dsdata.pdf to determine how the superseded data were derived.
 QO0767
 QO0767_MARKER: DB = BENCH MARK DISK
 QO0767_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 QO0767_SP_SET: BRIDGE ABUTMENT
 QO0767_STAMPING: 0280 T 1969
 QO0767_MARK LOGO: MNHD
 QO0767_MAGNETIC: N = NO MAGNETIC MATERIAL
 QO0767_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QO0767_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 QO0767+SATELLITE: SATELLITE OBSERVATIONS - May 21, 2014
 QO0767
 QO0767  HISTORY     - Date     Condition        Report By
 QO0767  HISTORY     - 1969     MONUMENTED       MNHD
 QO0767  HISTORY     - 1970     GOOD             MNDT
 QO0767  HISTORY     - 1990     GOOD             USPSQD
 QO0767  HISTORY     - 20051123 GOOD             USPSQD
 QO0767  HISTORY     - 20090304 GOOD             MNDT
 QO0767  HISTORY     - 20101115 GOOD             MNDT
 QO0767  HISTORY     - 20140521 GOOD             MNDT
 QO0767
 QO0767                          STATION DESCRIPTION
 QO0767
 QO0767'DESCRIBED BY MN DEPT OF TRANSP 1970
 QO0767'IN LINO LAKES.
 QO0767'IN THE VILLAGE OF LINO LAKES, ABOUT 4.5 MILES NORTHWEST OF THE TOWN OF
 QO0767'HUGO (WASHINGTON COUNTY) 2.2 MILES SOUTH OF THE JUNCTION OF FAI 35 AND
 QO0767'T.H. 8, AT THE NORTH JUNCTION OF FAI 35W AND FAI 35E, IN THE SOUTHEAST
 QO0767'CORNER OF BRIDGE NO. 02804, FAI 35W NORTHBOUND OVER FAI 35E
 QO0767'SOUTHBOUND.  SE 1/4, SEC 36, T 32N, R 22W.
 QO0767
 QO0767                          STATION RECOVERY (1990)
 QO0767
 QO0767'RECOVERY NOTE BY US POWER SQUADRON 1990 (TJZ)
 QO0767'RECOVERED IN GOOD CONDITION.
 QO0767
 QO0767                          STATION RECOVERY (2005)
 QO0767
 QO0767'RECOVERY NOTE BY US POWER SQUADRON 2005 (JCH)
 QO0767'RECOVERED IN GOOD CONDITION.
 QO0767
 QO0767                          STATION RECOVERY (2009)
 QO0767
 QO0767'RECOVERY NOTE BY MN DEPT OF TRANSP 2009 (MAS)
 QO0767'RECOVERED AS DESCRIBED.
 QO0767
 QO0767                          STATION RECOVERY (2010)
 QO0767
 QO0767'RECOVERY NOTE BY MN DEPT OF TRANSP 2010 (MPP)
 QO0767'RECOVERED AS DESCRIBED.
 QO0767
 QO0767                          STATION RECOVERY (2014)
 QO0767
 QO0767'RECOVERY NOTE BY MN DEPT OF TRANSP 2014 (DAS)
 QO0767'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DL5386 ***********************************************************************
 DL5386  DESIGNATION -  0280 U
 DL5386  PID         -  DL5386
 DL5386  STATE/COUNTY-  MN/ANOKA
 DL5386  COUNTRY     -  US
 DL5386  USGS QUAD   -  CIRCLE PINES (2019)
 DL5386
 DL5386                         *CURRENT SURVEY CONTROL
 DL5386  ______________________________________________________________________
 DL5386* NAD 83(1986) POSITION- 45 07 42.19   (N) 093 11 17.17   (W)   HD_HELD1
 DL5386* NAVD 88 ORTHO HEIGHT -   283.738 (meters)      930.90  (feet) ADJUSTED
 DL5386  ______________________________________________________________________
 DL5386  GEOID HEIGHT    -        -27.362 (meters)                     GEOID18
 DL5386  DYNAMIC HEIGHT  -        283.734 (meters)      930.88  (feet) COMP
 DL5386  MODELED GRAVITY -    980,592.8   (mgal)                       NAVD 88
 DL5386
 DL5386  VERT ORDER      -  SECOND    CLASS I
 DL5386
 DL5386.The horizontal coordinates were determined by differentially corrected
 DL5386.hand held GPS observations or other comparable positioning techniques
 DL5386.and have an estimated accuracy of +/- 3 meters.
 DL5386
 DL5386.The orthometric height was determined by differential leveling and
 DL5386.adjusted by the NATIONAL GEODETIC SURVEY
 DL5386.in September 2013.
 DL5386
 DL5386.No vertical observational check was made to the station.
 DL5386
 DL5386.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL5386.GEOID18 height accuracy estimate available here.
 DL5386
 DL5386.Click photographs - Photos may exist for this station.
 DL5386
 DL5386.The dynamic height is computed by dividing the NAVD 88
 DL5386.geopotential number by the normal gravity value computed on the
 DL5386.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL5386.degrees latitude (g = 980.6199 gals.).
 DL5386
 DL5386.The modeled gravity was interpolated from observed gravity values.
 DL5386
 DL5386;                    North         East    Units  Estimated Accuracy
 DL5386;SPC MN S     -   336,811.5     863,870.2     MT  (+/- 3 meters HH1 GPS) 
 DL5386
 DL5386_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK8520797229(NAD 83)
 DL5386
 DL5386                          SUPERSEDED SURVEY CONTROL
 DL5386
 DL5386  NAVD 88 (02/01/10)  283.735  (m)          930.89   (f) SUPERSEDED  2 1
 DL5386
 DL5386.Superseded values are not recommended for survey control.
 DL5386
 DL5386.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL5386.See file dsdata.pdf to determine how the superseded data were derived.
 DL5386
 DL5386_MARKER: DD = SURVEY DISK
 DL5386_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DL5386_SP_SET: BRIDGE RAILING
 DL5386_STAMPING: 0280 U 1998
 DL5386_MARK LOGO: MNDT
 DL5386_MAGNETIC: N = NO MAGNETIC MATERIAL
 DL5386_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DL5386_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DL5386+SATELLITE: SATELLITE OBSERVATIONS - June 04, 2014
 DL5386
 DL5386  HISTORY     - Date     Condition        Report By
 DL5386  HISTORY     - 19980401 MONUMENTED       MNDT
 DL5386  HISTORY     - 19980520 GOOD             MNDT
 DL5386  HISTORY     - 20110516 GOOD             MNDT
 DL5386  HISTORY     - 20140604 GOOD             MNDT
 DL5386
 DL5386                          STATION DESCRIPTION
 DL5386
 DL5386'DESCRIBED BY MN DEPT OF TRANSP 1998 (WAS)
 DL5386'THE MARK IS LOCATED ABOUT 6.9 MI (11.1 KM) WEST-SOUTHWEST OF
 DL5386'CENTERVILLE, 4.4 MI (7.1 KM) NORTH OF NEW BRIGHTON AND 2.3 MI (3.7 KM)
 DL5386'SOUTHWEST OF CIRCLE PINES.
 DL5386'
 DL5386'IN BLAINE, IN RAILING AT SE CORNER OF BRIDGE NO 9607 (LAKE DRIVE OVER
 DL5386'FAI-35W), 0.2 MI (0.3 KM) NORTH ALONG FAI-35W FROM THE JUNCTION OF CO
 DL5386'ROAD J, AT FAI-35W MILEPOST 30.95,
 DL5386'
 DL5386'IT IS 2.0 FT (0.6 M) WEST OF SE CORNER OF RAILING, 6.0 FT (1.8 M)
 DL5386'NORTH OF WING WALL, 33.8 FT (10.3 M) SOUTH OF NORTH RAILING.
 DL5386'
 DL5386'NOTE-DISK WAS PUT IN BRIDGE WHEN BUILT IN 1996 AND THEN THE YEAR 1998
 DL5386'WAS PUT IN DISK AT TIME OF LEVELING.
 DL5386
 DL5386                          STATION RECOVERY (2011)
 DL5386
 DL5386'RECOVERY NOTE BY MN DEPT OF TRANSP 2011 (JBG)
 DL5386'THE MARK IS IN CIRCLE PINES.
 DL5386'
 DL5386'TO REACH THE MARK GO 0.3 MI (0.5 KM) NORTH OF COUNTY ROAD 32 AND
 DL5386'INTERSTATE HIGHWAY 35W, IN RAILING AT SOUTHEAST CORNER OF BRIDGE
 DL5386'NUMBER 9607 (RAMP FROM LAKE DRIVE TO SOUTHBOUND INTERSTATE HIGHWAY 35
 DL5386'WEST OVER INTERSTATE HIGHWAY 35 WEST), AT INTERSTATE HIGHWAY 35W MILE
 DL5386'POINT 30.95, 0.2 MI (0.3 KM) NORTH ALONG INTERSTATE HIGHWAY 35W FROM
 DL5386'THE JUNCTION COUNTY ROAD J.
 DL5386'
 DL5386'THE MARK IS LOCATED 2.0 FT (0.6 M) WEST OF THE SOUTHEAST CORNER OF
 DL5386'RAILING, 6.0 FT (1.8 M) NORTH OF WING WALL, 33.8 FT (10.3 M) SOUTH OF
 DL5386'NORTH RAILING.
 DL5386
 DL5386                          STATION RECOVERY (2014)
 DL5386
 DL5386'RECOVERY NOTE BY MN DEPT OF TRANSP 2014 (DAS)
 DL5386'IN CIRCLE PINES, IN BRIDGE RAILING AT SOUTHEAST CORNER OF LAKE DRIVE
 DL5386'BRIDGE NUMBER 9607 (RAMP FROM LAKE DRIVE TO SOUTHBOUND INTERSTATE
 DL5386'HIGHWAY 35W OVER INTERSTATE HIGHWAY 35W), 0.3 MI (0.5 KM) NORTH OF
 DL5386'COUNTY ROAD 32 AND INTERSTATE HIGHWAY 35W, AT INTERSTATE HIGHWAY 35W
 DL5386'MILE POINT 30.95, 0.2 MI (0.3 KM) NORTH ALONG INTERSTATE HIGHWAY 35W
 DL5386'FROM THE JUNCTION OF INTERSTATE HIGHWAY 35W AND COUNTY ROAD J 2.0 FT
 DL5386'(0.6 M) SOUTHWEST OF THE SOUTHEAST CORNER OF RAILING, 6.0 FT (1.8 M)
 DL5386'NORTH OF WING WALL, 33.8 FT (10.3 M) SOUTHEAST OF NORTH RAILING.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DL5385 ***********************************************************************
 DL5385  DESIGNATION -  0280 V
 DL5385  PID         -  DL5385
 DL5385  STATE/COUNTY-  MN/ANOKA
 DL5385  COUNTRY     -  US
 DL5385  USGS QUAD   -  CIRCLE PINES (2019)
 DL5385
 DL5385                         *CURRENT SURVEY CONTROL
 DL5385  ______________________________________________________________________
 DL5385* NAD 83(1986) POSITION- 45 07 40.06   (N) 093 11 20.50   (W)   HD_HELD1
 DL5385* NAVD 88 ORTHO HEIGHT -   283.499 (meters)      930.11  (feet) ADJUSTED
 DL5385  ______________________________________________________________________
 DL5385  GEOID HEIGHT    -        -27.361 (meters)                     GEOID18
 DL5385  DYNAMIC HEIGHT  -        283.495 (meters)      930.10  (feet) COMP
 DL5385  MODELED GRAVITY -    980,592.8   (mgal)                       NAVD 88
 DL5385
 DL5385  VERT ORDER      -  SECOND    CLASS I
 DL5385
 DL5385.The horizontal coordinates were determined by differentially corrected
 DL5385.hand held GPS observations or other comparable positioning techniques
 DL5385.and have an estimated accuracy of +/- 3 meters.
 DL5385
 DL5385.The orthometric height was determined by differential leveling and
 DL5385.adjusted by the NATIONAL GEODETIC SURVEY
 DL5385.in February 2010.
 DL5385
 DL5385.No vertical observational check was made to the station.
 DL5385
 DL5385.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL5385.GEOID18 height accuracy estimate available here.
 DL5385
 DL5385.Click photographs - Photos may exist for this station.
 DL5385
 DL5385.The dynamic height is computed by dividing the NAVD 88
 DL5385.geopotential number by the normal gravity value computed on the
 DL5385.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL5385.degrees latitude (g = 980.6199 gals.).
 DL5385
 DL5385.The modeled gravity was interpolated from observed gravity values.
 DL5385
 DL5385;                    North         East    Units  Estimated Accuracy
 DL5385;SPC MN S     -   336,745.0     863,798.1     MT  (+/- 3 meters HH1 GPS) 
 DL5385
 DL5385_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK8513497164(NAD 83)
 DL5385
 DL5385                          SUPERSEDED SURVEY CONTROL
 DL5385
 DL5385.No superseded survey control is available for this station.
 DL5385
 DL5385_MARKER: DD = SURVEY DISK
 DL5385_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DL5385_SP_SET: BRIDGE RAILING
 DL5385_STAMPING: 0280 V 1998
 DL5385_MARK LOGO: MNDT
 DL5385_MAGNETIC: N = NO MAGNETIC MATERIAL
 DL5385_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DL5385_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DL5385+SATELLITE: SATELLITE OBSERVATIONS - June 04, 2014
 DL5385
 DL5385  HISTORY     - Date     Condition        Report By
 DL5385  HISTORY     - 19980401 MONUMENTED       MNDT
 DL5385  HISTORY     - 19980520 GOOD             MNDT
 DL5385  HISTORY     - 20110516 GOOD             MNDT
 DL5385  HISTORY     - 20140604 GOOD             MNDT
 DL5385
 DL5385                          STATION DESCRIPTION
 DL5385
 DL5385'DESCRIBED BY MN DEPT OF TRANSP 1998 (WAS)
 DL5385'THE MARK IS LOCATED ABOUT 7.0 MI (11.3 KM) WEST-SOUTHWEST OF
 DL5385'CENTERVILLE, 4.3 MI (6.9 KM) NORTH OF NEW BRIGHTON AND 2.3 MI (3.7 KM)
 DL5385'SOUTHWEST OF CIRCLE PINES.
 DL5385'
 DL5385'IN BLAINE, IN RAILING AT SW CORNER OF BRIDGE NO 9607 (LAKE DRIVE OVER
 DL5385'FAI-35W), 0.2 MI (0.3 KM) NORTH ALONG FAI-35W FROM THE JUNCTION OF CO
 DL5385'ROAD J, AT FAI-35W MILEPOST 30.95, IT IS 1.2 FT (0.4 M) EAST OF SW
 DL5385'CORNER OF RAILING, 34.1 FT (10.4 M) SOUTH OF NORTH RAILING.
 DL5385'
 DL5385'NOTE-DISK WAS PUT IN BRIDGE WHEN BUILT IN 1996 AND THEN THE YEAR 1998
 DL5385'WAS PUT IN DISK AT TIME OF LEVELING.
 DL5385
 DL5385                          STATION RECOVERY (2011)
 DL5385
 DL5385'RECOVERY NOTE BY MN DEPT OF TRANSP 2011 (JBG)
 DL5385'THE MARK IS IN CIRCLE PINES.
 DL5385'
 DL5385'TO REACH THE MARK GO 0.3 MI (0.5 KM) NORTH OF COUNTY ROAD 332 AND
 DL5385'INTERSTATE HIGHWAY 35W, IN RAILING AT SOUTHWEST CORNER OF BRIDGE
 DL5385'NUMBER 9607 (RAMP FROM LAKE DRIVE TO INTERSTATE HIGHWAY 35 WEST
 DL5385'SOUTHBOUND OVER INTERSTATE HIGHWAY 35 WEST), AT INTERSTATE HIGHWAY 35W
 DL5385'MILE POINT 30.95, 0.2 MI (0.3 KM) NORTH ALONG INTERSTATE HIGHWAY 35W
 DL5385'FROM THE JUNCTION COUNTY ROAD J.
 DL5385'
 DL5385'THE MARK IS LOCATED 11.2 FT (3.4 M) EAST OF THE SOUTHWEST CORNER OF
 DL5385'RAILING, 34.1 FT (10.4 M) SOUTH OF NORTH RAILING.
 DL5385
 DL5385                          STATION RECOVERY (2014)
 DL5385
 DL5385'RECOVERY NOTE BY MN DEPT OF TRANSP 2014 (DAS)
 DL5385'IN CIRCLE PINES, IN BRIDGE RAILING AT SOUTHEAST CORNER OF SOUTHBOUND
 DL5385'LAKE DRIVE BRIDGE NUMBER 9607 (SOUTHWEST END OF RAMP-LEFT SIDE) FROM
 DL5385'SOUTHBOUND LAKE DRIVE TO INTERSTATE HIGHWAY 35W SOUTHBOUND OVER
 DL5385'INTERSTATE HIGHWAY 35W, 0.3 MI (0.5 KM) NORTH OF COUNTY ROAD 32 AND
 DL5385'INTERSTATE HIGHWAY 35W, AT INTERSTATE HIGHWAY 35W MILE POINT 30.95,
 DL5385'0.2 MI (0.3 KM) NORTH ALONG INTERSTATE HIGHWAY 35W  FROM THE JUNCTION
 DL5385'COUNTY ROAD J 11.2 FT (3.4 M) NORTHEAST OF THE SOUTHEAST CORNER OF
 DL5385'BRIDGE RAILING, 34.1 FT (10.4 M) SOUTHEAST OF NORTH RAILING.  NUMBER 3
 DL5385'PHOTO IS LOOKING SOUTHEAST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DL5387 ***********************************************************************
 DL5387  DESIGNATION -  0280 W
 DL5387  PID         -  DL5387
 DL5387  STATE/COUNTY-  MN/ANOKA
 DL5387  COUNTRY     -  US
 DL5387  USGS QUAD   -  CIRCLE PINES (2019)
 DL5387
 DL5387                         *CURRENT SURVEY CONTROL
 DL5387  ______________________________________________________________________
 DL5387* NAD 83(1986) POSITION- 45 09 32.46   (N) 093 09 47.27   (W)   HD_HELD1
 DL5387* NAVD 88 ORTHO HEIGHT -   283.624 (meters)      930.52  (feet) ADJUSTED
 DL5387  ______________________________________________________________________
 DL5387  GEOID HEIGHT    -        -27.426 (meters)                     GEOID18
 DL5387  DYNAMIC HEIGHT  -        283.620 (meters)      930.51  (feet) COMP
 DL5387  MODELED GRAVITY -    980,594.2   (mgal)                       NAVD 88
 DL5387
 DL5387  VERT ORDER      -  SECOND    CLASS I
 DL5387
 DL5387.The horizontal coordinates were determined by differentially corrected
 DL5387.hand held GPS observations or other comparable positioning techniques
 DL5387.and have an estimated accuracy of +/- 3 meters.
 DL5387
 DL5387.The orthometric height was determined by differential leveling and
 DL5387.adjusted by the NATIONAL GEODETIC SURVEY
 DL5387.in February 2010.
 DL5387
 DL5387.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL5387.GEOID18 height accuracy estimate available here.
 DL5387
 DL5387.Click photographs - Photos may exist for this station.
 DL5387
 DL5387.The dynamic height is computed by dividing the NAVD 88
 DL5387.geopotential number by the normal gravity value computed on the
 DL5387.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL5387.degrees latitude (g = 980.6199 gals.).
 DL5387
 DL5387.The modeled gravity was interpolated from observed gravity values.
 DL5387
 DL5387;                    North         East    Units  Estimated Accuracy
 DL5387;SPC MN S     -   340,235.2     865,799.8     MT  (+/- 3 meters HH1 GPS) 
 DL5387
 DL5387_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL8717800628(NAD 83)
 DL5387
 DL5387                          SUPERSEDED SURVEY CONTROL
 DL5387
 DL5387.No superseded survey control is available for this station.
 DL5387
 DL5387_MARKER: DD = SURVEY DISK
 DL5387_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DL5387_SP_SET: BRIDGE RAILING
 DL5387_STAMPING: 0280 W 1998
 DL5387_MARK LOGO: MNDT
 DL5387_MAGNETIC: N = NO MAGNETIC MATERIAL
 DL5387_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DL5387_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DL5387+SATELLITE: SATELLITE OBSERVATIONS - May 22, 2014
 DL5387
 DL5387  HISTORY     - Date     Condition        Report By
 DL5387  HISTORY     - 19980401 MONUMENTED       MNDT
 DL5387  HISTORY     - 19980520 GOOD             MNDT
 DL5387  HISTORY     - 20140522 GOOD             MNDT
 DL5387
 DL5387                          STATION DESCRIPTION
 DL5387
 DL5387'DESCRIBED BY MN DEPT OF TRANSP 1998 (WAS)
 DL5387'THE MARK IS LOCATED ABOUT 6.7 MI (10.8 KM) NORTH-NORTHEAST OF NEW
 DL5387'BRIGHTON, 5.3 MI (8.5 KM) WEST OF CENTERVILLE AND 0.9 MI (1.4 KM)
 DL5387'NORTHWEST OF CIRCLE PINES.
 DL5387'
 DL5387'IN BLAINE, IN RAILING AT SE CORNER OF BRIDGE NO 02550 (LEXINGTON
 DL5387'AVENUE OVER I-35W), AT I-35W MILEPOST 33.5,
 DL5387'
 DL5387'IT IS 1.8 FT (0.5 M) WEST OF NE END OF RAILING, 11.0 FT (3.4 M)
 DL5387'NORTHEAST OF NORTH EDGE OF CONCRETE, 23.0 FT (7.0 M) EAST OF LEXINGTON
 DL5387'AVENUE, 21.5 FT (6.6 M) NORTH OF POWER POLE.
 DL5387
 DL5387                          STATION RECOVERY (2014)
 DL5387
 DL5387'RECOVERY NOTE BY MN DEPT OF TRANSP 2014 (DAS)
 DL5387'IN BLAINE, IN BRIDGE RAILING AT SOUTHEAST CORNER OF LEXINGTON AVENUE
 DL5387'BRIDGE NUMBER 02550 OVER INTERSTATE HIGHWAY 35W, AT INTERSTATE HIGHWAY
 DL5387'35W MILE POINT 33.5, 1.8 FT (0.5 M) NORTH OF SOUTH END OF BRIDGE
 DL5387'RAILING, 11.0 FT (3.4 M) EAST OF EAST EDGE OF CONCRETE, 23.0 FT (7.0
 DL5387'M) EAST OF LEXINGTON AVENUE, 21.5 FT (6.6 M) NORTH-NORTHWEST OF POWER
 DL5387'POLE.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DO5230 ***********************************************************************
 DO5230  DESIGNATION -  0280 X
 DO5230  PID         -  DO5230
 DO5230  STATE/COUNTY-  MN/RAMSEY
 DO5230  COUNTRY     -  US
 DO5230  USGS QUAD   -  NEW BRIGHTON (2019)
 DO5230
 DO5230                         *CURRENT SURVEY CONTROL
 DO5230  ______________________________________________________________________
 DO5230* NAD 83(1986) POSITION- 45 07 27.13   (N) 093 11 16.53   (W)   HD_HELD1
 DO5230* NAVD 88 ORTHO HEIGHT -   284.659 (meters)      933.92  (feet) ADJUSTED
 DO5230  ______________________________________________________________________
 DO5230  GEOID HEIGHT    -        -27.354 (meters)                     GEOID18
 DO5230  DYNAMIC HEIGHT  -        284.654 (meters)      933.90  (feet) COMP
 DO5230  MODELED GRAVITY -    980,592.7   (mgal)                       NAVD 88
 DO5230
 DO5230  VERT ORDER      -  SECOND    CLASS I
 DO5230
 DO5230.The horizontal coordinates were determined by differentially corrected
 DO5230.hand held GPS observations or other comparable positioning techniques
 DO5230.and have an estimated accuracy of +/- 3 meters.
 DO5230
 DO5230.The orthometric height was determined by differential leveling and
 DO5230.adjusted by the NATIONAL GEODETIC SURVEY
 DO5230.in September 2013.
 DO5230
 DO5230.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO5230.GEOID18 height accuracy estimate available here.
 DO5230
 DO5230.Click photographs - Photos may exist for this station.
 DO5230
 DO5230.The dynamic height is computed by dividing the NAVD 88
 DO5230.geopotential number by the normal gravity value computed on the
 DO5230.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO5230.degrees latitude (g = 980.6199 gals.).
 DO5230
 DO5230.The modeled gravity was interpolated from observed gravity values.
 DO5230
 DO5230;                    North         East    Units  Estimated Accuracy
 DO5230;SPC MN S     -   336,346.7     863,888.8     MT  (+/- 3 meters HH1 GPS) 
 DO5230
 DO5230_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK8522096765(NAD 83)
 DO5230
 DO5230                          SUPERSEDED SURVEY CONTROL
 DO5230
 DO5230.No superseded survey control is available for this station.
 DO5230
 DO5230_MARKER: DD = SURVEY DISK
 DO5230_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DO5230_SP_SET: BRIDGE RAILING
 DO5230_STAMPING: 0280 X 2007
 DO5230_MARK LOGO: MNDT
 DO5230_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DO5230_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DO5230_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DO5230+SATELLITE: SATELLITE OBSERVATIONS - June 04, 2014
 DO5230
 DO5230  HISTORY     - Date     Condition        Report By
 DO5230  HISTORY     - 20070401 MONUMENTED       MNDT
 DO5230  HISTORY     - 20110516 GOOD             MNDT
 DO5230  HISTORY     - 20140604 GOOD             MNDT
 DO5230
 DO5230                          STATION DESCRIPTION
 DO5230
 DO5230'DESCRIBED BY MN DEPT OF TRANSP 2011 (JBG)
 DO5230'THE MARK IS IN SHOREVIEW.
 DO5230'
 DO5230'TO REACH THE MARK AT ANOKA-RAMSEY COUNTY BORDER, IN BRIDGE RAILING IN
 DO5230'THE SOUTHEAST CORNER OF COUNTY ROAD J BRIDGE NUMBER 02571 OVER
 DO5230'INTERSTATE HIGHWAY 35W, 0.5 MI (0.8 KM) NORTH OF THE JUNCTION OF
 DO5230'INTERSTATE HIGHWAY 35W AND TRUNK HIGHWAY 10 IN ARDEN HILLS.
 DO5230'
 DO5230'THE MARK IS LOCATED 20 FT (6.1 M) SOUTH OF COUNTY ROAD J, 7 FT (2.1 M)
 DO5230'NORTH OF BRIDGE RAILING.
 DO5230
 DO5230                          STATION RECOVERY (2014)
 DO5230
 DO5230'RECOVERY NOTE BY MN DEPT OF TRANSP 2014 (DAS)
 DO5230'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DP7310 ***********************************************************************
 DP7310  DESIGNATION -  0280 Y
 DP7310  PID         -  DP7310
 DP7310  STATE/COUNTY-  MN/ANOKA
 DP7310  COUNTRY     -  US
 DP7310  USGS QUAD   -  CIRCLE PINES (2019)
 DP7310
 DP7310                         *CURRENT SURVEY CONTROL
 DP7310  ______________________________________________________________________
 DP7310* NAD 83(1986) POSITION- 45 07 34.01   (N) 093 11 17.51   (W)   HD_HELD1
 DP7310* NAVD 88 ORTHO HEIGHT -   275.937 (meters)      905.30  (feet) ADJUSTED
 DP7310  ______________________________________________________________________
 DP7310  GEOID HEIGHT    -        -27.358 (meters)                     GEOID18
 DP7310  DYNAMIC HEIGHT  -        275.933 (meters)      905.29  (feet) COMP
 DP7310  MODELED GRAVITY -    980,592.7   (mgal)                       NAVD 88
 DP7310
 DP7310  VERT ORDER      -  SECOND    CLASS I
 DP7310
 DP7310.The horizontal coordinates were determined by differentially corrected
 DP7310.hand held GPS observations or other comparable positioning techniques
 DP7310.and have an estimated accuracy of +/- 3 meters.
 DP7310
 DP7310.The orthometric height was determined by differential leveling and
 DP7310.adjusted by the NATIONAL GEODETIC SURVEY
 DP7310.in September 2016.
 DP7310
 DP7310.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP7310.GEOID18 height accuracy estimate available here.
 DP7310
 DP7310.Click photographs - Photos may exist for this station.
 DP7310
 DP7310.The dynamic height is computed by dividing the NAVD 88
 DP7310.geopotential number by the normal gravity value computed on the
 DP7310.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP7310.degrees latitude (g = 980.6199 gals.).
 DP7310
 DP7310.The modeled gravity was interpolated from observed gravity values.
 DP7310
 DP7310;                    North         East    Units  Estimated Accuracy
 DP7310;SPC MN S     -   336,558.9     863,865.3     MT  (+/- 3 meters HH1 GPS) 
 DP7310
 DP7310_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK8519996977(NAD 83)
 DP7310
 DP7310                          SUPERSEDED SURVEY CONTROL
 DP7310
 DP7310.No superseded survey control is available for this station.
 DP7310
 DP7310_MARKER: F = FLANGE-ENCASED ROD
 DP7310_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DP7310_STAMPING: 0280 Y 2014
 DP7310_MARK LOGO: MNDT
 DP7310_PROJECTION: RECESSED 5 CENTIMETERS
 DP7310_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DP7310_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DP7310_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP7310+SATELLITE: SATELLITE OBSERVATIONS - June 17, 2014
 DP7310_ROD/PIPE-DEPTH: 14.9 meters
 DP7310
 DP7310  HISTORY     - Date     Condition        Report By
 DP7310  HISTORY     - 20140617 MONUMENTED       MNDT
 DP7310
 DP7310                          STATION DESCRIPTION
 DP7310
 DP7310'DESCRIBED BY MN DEPT OF TRANSP 2014
 DP7310'THE STATION IS LOCATED ABOUT 7.0 MI (11.3 KM) WEST-SOUTHWEST OF
 DP7310'CENTERVILLE, 4.2 MI (6.8 KM) NORTH OF NEW BRIGHTON AND 2.4 MI (3.9 KM)
 DP7310'SOUTHWEST OF CIRCLE PINES.
 DP7310'
 DP7310'TO REACH THE MARK GO 0.7 MI (1.1 KM) NORTH ALONG NORTHBOUND INTERSTATE
 DP7310'HIGHWAY 35W FROM THE JUNCTION OF INTERSTATE HIGHWAY 35W AND TRUNK
 DP7310'HIGHWAY 10 IN SHOREVIEW, AT INTERSTATE HIGHWAY 35W MILE POINT 32.8.
 DP7310'
 DP7310'THE MARK IS LOCATED 500 FT (152.4 M) NORTH OF RAMSEY COUNTY LINE, 47.2
 DP7310'FT (14.4 M) EAST OF NORTHBOUND INTERSTATE HIGHWAY 35W FOG LINE, 52.7
 DP7310'FT (16.1 M) WEST OF OFF-RAMP TO LAKE DRIVE FROM NORTHBOUND INTERSTATE
 DP7310'HIGHWAY 35W, 4.6 FT (1.4 M) WEST OF CHAIN LINK FENCE, 1.5 FT (0.5 M)
 DP7310'WEST OF A WITNESS POST.
 DP7310'
 DP7310'NOTE - THE STATION STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER
 DP7310'ALUMINUM ROD DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION
 DP7310'REMOVABLE DISK SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY
 DP7310'A SIX-INCH PVC PIPE BACK FILLED WITH WASHED SAND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DP5100 ***********************************************************************
 DP5100  DESIGNATION -  0280 Z
 DP5100  PID         -  DP5100
 DP5100  STATE/COUNTY-  MN/ANOKA
 DP5100  COUNTRY     -  US
 DP5100  USGS QUAD   -  CIRCLE PINES (2019)
 DP5100
 DP5100                         *CURRENT SURVEY CONTROL
 DP5100  ______________________________________________________________________
 DP5100* NAD 83(2011) POSITION- 45 08 20.23411(N) 093 11 17.81137(W)   ADJUSTED
 DP5100* NAD 83(2011) ELLIP HT-   249.384 (meters)        (10/16/14)   ADJUSTED
 DP5100* NAD 83(2011) EPOCH   -  2010.00
 DP5100* NAVD 88 ORTHO HEIGHT -   276.781 (meters)      908.07  (feet) ADJUSTED
 DP5100  ______________________________________________________________________
 DP5100  GEOID HEIGHT    -        -27.386 (meters)                     GEOID18
 DP5100  NAD 83(2011) X  -   -250,657.886 (meters)                     COMP
 DP5100  NAD 83(2011) Y  - -4,499,858.292 (meters)                     COMP
 DP5100  NAD 83(2011) Z  -  4,498,431.340 (meters)                     COMP
 DP5100  LAPLACE CORR    -          0.65  (seconds)                    DEFLEC18
 DP5100  DYNAMIC HEIGHT  -        276.776 (meters)      908.06  (feet) COMP
 DP5100  MODELED GRAVITY -    980,593.0   (mgal)                       NAVD 88
 DP5100
 DP5100  VERT ORDER      -  SECOND    CLASS I
 DP5100
 DP5100  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DP5100  Standards:
 DP5100         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DP5100            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DP5100  -------------------------------------------------------------------
 DP5100  NETWORK    0.71   2.14           0.32   0.25   1.09      0.23274275
 DP5100  -------------------------------------------------------------------
 DP5100  Click here for local accuracies and other accuracy information.
 DP5100
 DP5100.The horizontal coordinates were established by GPS observations
 DP5100.and adjusted by the MN DEPT OF TRANSP in October 2014.
 DP5100
 DP5100.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DP5100.been affixed to the stable North American tectonic plate. See 
 DP5100.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DP5100
 DP5100.The horizontal coordinates are valid at the epoch date displayed above
 DP5100.which is a decimal equivalence of Year/Month/Day.
 DP5100
 DP5100.The orthometric height was determined by differential leveling and
 DP5100.adjusted by the NATIONAL GEODETIC SURVEY
 DP5100.in September 2016.
 DP5100
 DP5100.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP5100.GEOID18 height accuracy estimate available here.
 DP5100
 DP5100.Click photographs - Photos may exist for this station.
 DP5100
 DP5100.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DP5100
 DP5100.The Laplace correction was computed from DEFLEC18 derived deflections.
 DP5100
 DP5100.The ellipsoidal height was determined by GPS observations
 DP5100.and is referenced to NAD 83.
 DP5100
 DP5100.The dynamic height is computed by dividing the NAVD 88
 DP5100.geopotential number by the normal gravity value computed on the
 DP5100.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP5100.degrees latitude (g = 980.6199 gals.).
 DP5100
 DP5100.The modeled gravity was interpolated from observed gravity values.
 DP5100
 DP5100. The following values were computed from the NAD 83(2011) position.
 DP5100
 DP5100;                    North         East     Units Scale Factor Converg.
 DP5100;SPC MN S     -   337,985.714   863,844.520   MT  0.99998395   +0 34 08.2
 DP5100;SPC MN S     - 1,108,874.80  2,834,129.90   sFT  0.99998395   +0 34 08.2
 DP5100;UTM  15      - 4,998,403.849   485,196.494   MT  0.99960269   -0 08 00.4
 DP5100
 DP5100!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DP5100!SPC MN S     -   0.99996090  x   0.99998395  =   0.99994485
 DP5100!UTM  15      -   0.99996090  x   0.99960269  =   0.99956361
 DP5100
 DP5100_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK8519698403(NAD 83)
 DP5100
 DP5100                          SUPERSEDED SURVEY CONTROL
 DP5100
 DP5100.No superseded survey control is available for this station.
 DP5100
 DP5100_MARKER: F = FLANGE-ENCASED ROD
 DP5100_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DP5100_STAMPING: 0280 Z 2014
 DP5100_MARK LOGO: MNDT
 DP5100_PROJECTION: RECESSED 8 CENTIMETERS
 DP5100_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DP5100_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DP5100_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP5100+SATELLITE: SATELLITE OBSERVATIONS - July 23, 2014
 DP5100_ROD/PIPE-DEPTH: 19.5 meters
 DP5100
 DP5100  HISTORY     - Date     Condition        Report By
 DP5100  HISTORY     - 20140616 MONUMENTED       MNDT
 DP5100  HISTORY     - 20140723 GOOD             MNDT
 DP5100
 DP5100                          STATION DESCRIPTION
 DP5100
 DP5100'DESCRIBED BY MN DEPT OF TRANSP 2014
 DP5100'IN BLAINE, 0.3 MILE SOUTH ALONG SOUTHBOUND INTERSTATE 35W FROM THE
 DP5100'JUNCTION OF INTERSTATE 35W AND COUNTY ROAD 52 IN BLAINE, AT INTERSTATE
 DP5100'35 W MILE POST 31.7, 75.0 FEET WEST OF SOUTHBOUND INTERSTATE 35W FOG
 DP5100'LINE, 56.0 FEET WEST OF ON-RAMP TO SOUTHBOUND INTERSTATE 35W FROM
 DP5100'COUNTY ROAD 52, 3.8 FEET EAST OF RIGHT OF WAY FENCE, 19.1 FEET NORTH
 DP5100'OF EXTENDED 93RD AVENUE NORTHEAST, 25.0 FEET EAST OF INTERSTATE 35W
 DP5100'SERVICE DRIVE, 37.1 FEET SOUTHWEST OF LIGHT POLE, 1.5 FEET EAST OF
 DP5100'WITNESS POST.
 DP5100
 DP5100                          STATION RECOVERY (2014)
 DP5100
 DP5100'RECOVERY NOTE BY MN DEPT OF TRANSP 2014 (KDJ)
 DP5100'RECOVERED AS DESCRIBED.
 DP5100'
 DP5100'NOTE - THE STATION STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER
 DP5100'ALUMINUM ROD DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION
 DP5100'REMOVABLE DISK SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY
 DP5100'A SIX-INCH PVC PIPE BACK FILLED WITH WASHED SAND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 QO0763 ***********************************************************************
 QO0763  DESIGNATION -  0282 C
 QO0763  PID         -  QO0763
 QO0763  STATE/COUNTY-  MN/ANOKA
 QO0763  COUNTRY     -  US
 QO0763  USGS QUAD   -  CENTERVILLE (2019)
 QO0763
 QO0763                         *CURRENT SURVEY CONTROL
 QO0763  ______________________________________________________________________
 QO0763* NAD 83(1986) POSITION- 45 08 33.     (N) 093 02 07.     (W)   SCALED
 QO0763* NAVD 88 ORTHO HEIGHT -   279.968 (meters)      918.53  (feet) ADJUSTED
 QO0763  ______________________________________________________________________
 QO0763  GEOID HEIGHT    -        -27.415 (meters)                     GEOID18
 QO0763  DYNAMIC HEIGHT  -        279.965 (meters)      918.52  (feet) COMP
 QO0763  MODELED GRAVITY -    980,598.2   (mgal)                       NAVD 88
 QO0763
 QO0763  VERT ORDER      -  SECOND    CLASS 0
 QO0763
 QO0763.The horizontal coordinates were scaled from a map and have
 QO0763.an estimated accuracy of +/- 6 seconds.
 QO0763
 QO0763.The orthometric height was determined by differential leveling and
 QO0763.adjusted by the NATIONAL GEODETIC SURVEY
 QO0763.in June 1991.
 QO0763
 QO0763.Significant digits in the geoid height do not necessarily reflect accuracy.
 QO0763.GEOID18 height accuracy estimate available here.
 QO0763
 QO0763.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK972987(NAD 83)
 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
 QO0763.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QO0763.See file dsdata.pdf to determine how the superseded data were derived.
 QO0763
 QO0763_MARKER: DD = SURVEY DISK
 QO0763_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 QO0763_STAMPING: 0282-C 1969
 QO0763_MARK LOGO: MNHD
 QO0763_PROJECTION: PROJECTING 30 CENTIMETERS
 QO0763_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QO0763
 QO0763  HISTORY     - Date     Condition        Report By
 QO0763  HISTORY     - 1969     MONUMENTED       MNHD
 QO0763
 QO0763                          STATION DESCRIPTION
 QO0763
 QO0763'DESCRIBED BY MN HIGHWAY DEPT 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, T31N, R22W.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 QO0765 ***********************************************************************
 QO0765  DESIGNATION -  0282 E
 QO0765  PID         -  QO0765
 QO0765  STATE/COUNTY-  MN/ANOKA
 QO0765  COUNTRY     -  US
 QO0765  USGS QUAD   -  CENTERVILLE (2019)
 QO0765
 QO0765                         *CURRENT SURVEY CONTROL
 QO0765  ______________________________________________________________________
 QO0765* NAD 83(1986) POSITION- 45 10 55.     (N) 093 01 44.     (W)   SCALED
 QO0765* NAVD 88 ORTHO HEIGHT -   278.080 (meters)      912.33  (feet) ADJUSTED
 QO0765  ______________________________________________________________________
 QO0765  GEOID HEIGHT    -        -27.438 (meters)                     GEOID18
 QO0765  DYNAMIC HEIGHT  -        278.078 (meters)      912.33  (feet) COMP
 QO0765  MODELED GRAVITY -    980,601.2   (mgal)                       NAVD 88
 QO0765
 QO0765  VERT ORDER      -  SECOND    CLASS 0
 QO0765
 QO0765.The horizontal coordinates were scaled from a map and have
 QO0765.an estimated accuracy of +/- 6 seconds.
 QO0765
 QO0765.The orthometric height was determined by differential leveling and
 QO0765.adjusted by the NATIONAL GEODETIC SURVEY
 QO0765.in June 1991.
 QO0765
 QO0765.Significant digits in the geoid height do not necessarily reflect accuracy.
 QO0765.GEOID18 height accuracy estimate available here.
 QO0765
 QO0765.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL977031(NAD 83)
 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
 QO0765.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QO0765.See file dsdata.pdf to determine how the superseded data were derived.
 QO0765
 QO0765_MARKER: DD = SURVEY DISK
 QO0765_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 QO0765_STAMPING: 0282 E 1969
 QO0765_MARK LOGO: MNHD
 QO0765_PROJECTION: PROJECTING 10 CENTIMETERS
 QO0765_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QO0765_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QO0765+SATELLITE: SATELLITE OBSERVATIONS - October 12, 2006
 QO0765
 QO0765  HISTORY     - Date     Condition        Report By
 QO0765  HISTORY     - 1969     MONUMENTED       MNHD
 QO0765  HISTORY     - 20051012 GOOD             USPSQD
 QO0765  HISTORY     - 20061012 GOOD             MNDT
 QO0765  HISTORY     - 20070719 MARK NOT FOUND   MNDT
 QO0765
 QO0765                          STATION DESCRIPTION
 QO0765
 QO0765'DESCRIBED BY MN HIGHWAY DEPT 1969
 QO0765'2.4 MI NW FROM HUGO.
 QO0765'MARK IS LOCATED ABOUT 98 FEET EAST OF FAI 35E NORTHBOUND CENTERLINE,
 QO0765'STATION 644+20, 2.0 FEET WEST OF THE EAST R/W FENCE, 1 FOOT EAST OF A
 QO0765'STEEL WITNESS POST, ABOUT 1.3 MILES NORTH OF COUNTY ROAD 14, IN A
 QO0765'PRE-CAST CONCRETE MONUMENT AND PROJECTS ABOUT 4 INCHES ABOVE GROUND.
 QO0765'SE 1/4 SECTION 12, T 31N, R 22W.
 QO0765
 QO0765                          STATION RECOVERY (2005)
 QO0765
 QO0765'RECOVERY NOTE BY US POWER SQUADRON 2005 (JRD)
 QO0765'RECOVERED IN GOOD CONDITION.
 QO0765
 QO0765                          STATION RECOVERY (2006)
 QO0765
 QO0765'RECOVERY NOTE BY MN DEPT OF TRANSP 2006 (DS)
 QO0765'2.4 MILES NORTHWEST OF HUGO, 1.3 MILES NORTH OF JUNCTION OF INTERSTATE
 QO0765'HIGHWAY 35E AND COUNTY ROAD 14, 98 FEET EAST OF NORTHBOUND INTERSTATE
 QO0765'HIGHWAY 35E, AT INTERSTATE HIGHWAY 35E STATION 644+20, 2 FEET WEST OF
 QO0765'EAST RIGHT OF WAY FENCE, 1.0 FOOT EAST OF WITNESS POST.
 QO0765
 QO0765                          STATION RECOVERY (2007)
 QO0765
 QO0765'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (WEF)
 QO0765'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 QO0766 ***********************************************************************
 QO0766  DESIGNATION -  0282 F
 QO0766  PID         -  QO0766
 QO0766  STATE/COUNTY-  MN/ANOKA
 QO0766  COUNTRY     -  US
 QO0766  USGS QUAD   -  CENTERVILLE (2019)
 QO0766
 QO0766                         *CURRENT SURVEY CONTROL
 QO0766  ______________________________________________________________________
 QO0766* NAD 83(1996) POSITION- 45 11 47.06515(N) 093 01 45.86190(W)   ADJUSTED
 QO0766* NAVD 88 ORTHO HEIGHT -   280.249 (meters)      919.45  (feet) ADJUSTED
 QO0766  ______________________________________________________________________
 QO0766  GEOID HEIGHT    -        -27.453 (meters)                     GEOID18
 QO0766  LAPLACE CORR    -          0.64  (seconds)                    DEFLEC18
 QO0766  DYNAMIC HEIGHT  -        280.247 (meters)      919.44  (feet) COMP
 QO0766  MODELED GRAVITY -    980,601.6   (mgal)                       NAVD 88
 QO0766
 QO0766  HORZ ORDER      -  SECOND
 QO0766  VERT ORDER      -  SECOND    CLASS I
 QO0766
 QO0766.The horizontal coordinates were established by classical geodetic methods
 QO0766.and adjusted by the National Geodetic Survey in March 1999.
 QO0766
 QO0766.The orthometric height was determined by differential leveling and
 QO0766.adjusted by the NATIONAL GEODETIC SURVEY
 QO0766.in August 2013.
 QO0766
 QO0766.Significant digits in the geoid height do not necessarily reflect accuracy.
 QO0766.GEOID18 height accuracy estimate available here.
 QO0766
 QO0766.Click photographs - Photos may exist for this station.
 QO0766
 QO0766.The Laplace correction was computed from DEFLEC18 derived deflections.
 QO0766
 QO0766.The dynamic height is computed by dividing the NAVD 88
 QO0766.geopotential number by the normal gravity value computed on the
 QO0766.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QO0766.degrees latitude (g = 980.6199 gals.).
 QO0766
 QO0766.The modeled gravity was interpolated from observed gravity values.
 QO0766
 QO0766. The following values were computed from the NAD 83(1996) position.
 QO0766
 QO0766;                    North         East     Units Scale Factor Converg.
 QO0766;SPC MN S     -   344,506.479   876,264.228   MT  0.99999564   +0 40 49.1
 QO0766;SPC MN S     - 1,130,268.34  2,874,876.89   sFT  0.99999564   +0 40 49.1
 QO0766;UTM  15      - 5,004,769.524   497,690.283   MT  0.99960007   -0 01 15.1
 QO0766
 QO0766!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QO0766!SPC MN S     -   0.99996037  x   0.99999564  =   0.99995601
 QO0766!UTM  15      -   0.99996037  x   0.99960007  =   0.99956045
 QO0766
 QO0766_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL9769004769(NAD 83)
 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             280.25   (m)          919.5    (f) LEVELING    3  
 QO0766  NAVD 88 (06/15/91)  280.252  (m)          919.46   (f) SUPERSEDED  2 0
 QO0766  NGVD 29 (??/??/92)  280.208  (m)          919.32   (f) ADJ UNCH    2 0
 QO0766  NGVD 29             280.21   (m)          919.3    (f) LEVELING    3  
 QO0766
 QO0766.Superseded values are not recommended for survey control.
 QO0766
 QO0766.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QO0766.See file dsdata.pdf to determine how the superseded data were derived.
 QO0766
 QO0766_MARKER: DB = BENCH MARK DISK
 QO0766_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 QO0766_SP_SET: BRIDGE ABUTMENT
 QO0766_STAMPING: 0282 F 1969
 QO0766_MARK LOGO: MNHD
 QO0766_MAGNETIC: N = NO MAGNETIC MATERIAL
 QO0766_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QO0766_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 QO0766+SATELLITE: SATELLITE OBSERVATIONS - May 05, 2014
 QO0766
 QO0766  HISTORY     - Date     Condition        Report By
 QO0766  HISTORY     - 19690401 MONUMENTED       MNHD
 QO0766  HISTORY     - 1987     GOOD             USPSQD
 QO0766  HISTORY     - 1990     GOOD             USPSQD
 QO0766  HISTORY     - 19951101 GOOD             MNDT
 QO0766  HISTORY     - 20051008 GOOD             USPSQD
 QO0766  HISTORY     - 20051012 GOOD             USPSQD
 QO0766  HISTORY     - 20101115 GOOD             MNDT
 QO0766  HISTORY     - 20140505 GOOD             MNDT
 QO0766
 QO0766                          STATION DESCRIPTION
 QO0766
 QO0766'DESCRIBED BY MN HIGHWAY DEPT 1969
 QO0766'3.0 MI NW FROM HUGO.
 QO0766'MARK IS LOCATED IN THE SOUTHEAST CORNER OF BRIDGE 02802, COUNTY ROAD
 QO0766'56, (180TH ST.) OVER FAI 35E.  NE 1/4 SECTION 12, T 31N, R 22W.
 QO0766
 QO0766                          STATION RECOVERY (1987)
 QO0766
 QO0766'RECOVERY NOTE BY US POWER SQUADRON 1987 (REA)
 QO0766'RECOVERED IN GOOD CONDITION.
 QO0766
 QO0766                          STATION RECOVERY (1990)
 QO0766
 QO0766'RECOVERY NOTE BY US POWER SQUADRON 1990 (TJZ)
 QO0766'RECOVERED IN GOOD CONDITION.
 QO0766
 QO0766                          STATION RECOVERY (1995)
 QO0766
 QO0766'RECOVERY NOTE BY MN DEPT OF TRANSP 1995 (DKH)
 QO0766'RECOVERED BY MNDT 1985 THE STATION WAS RECOVERED IN GOOD CONDITION
 QO0766'ABOUT 6 MILES (9.7 KM) SOUTH OF THE CITY OF FOREST LAKE AND 4 MILES
 QO0766'(6.4 KM) NORTH OF THE SMALL TOWN OF CENTERVILLE, IN THE NE 1/4 OF
 QO0766'SECTION 12, T31N, R22W, IN THE SOUTHEAST CORNER OF BRIDGE NUMBER 02802
 QO0766'(80TH AVENUE OVER INTERSTATE HIGHWAY 35E). TO REACH THE STATION FROM
 QO0766'THE JUNCTION OF INTERSTATE HIGHWAY 35E AND INTERSTATE HIGHWAY 35W,
 QO0766'ABOUT 4-1/2 MILES SOUTH OF FOREST LAKE, GO SOUTH ON INTERSTATE 35E FOR
 QO0766'1.55 MILES (2.49 KM) TO 80TH AVENUE AND THE STATION. THE STATION MARK,
 QO0766'A STANDARD MNDT BENCH MARK DISK STAMPED---0282 F 1969---, IS SET FLUSH
 QO0766'IN A DRILL HOLE IN THE TOP OF THE SOUTHEAST ABUTMENT OF BRIDGE NUMBER
 QO0766'02802. THIS STATION IS AN AZIMUTH MARK FOR STATION JOHNSON MNDT.
 QO0766'RECOVERED BY MNDT 1995 THE MARK WAS RECOVERED IN GOOD CONDITION AS
 QO0766'DESCRIBED IN 1985.
 QO0766
 QO0766                          STATION RECOVERY (2005)
 QO0766
 QO0766'RECOVERY NOTE BY US POWER SQUADRON 2005 (JRD)
 QO0766'RECOVERED IN GOOD CONDITION AS DESCRIBED. SPPS. JRD
 QO0766
 QO0766                          STATION RECOVERY (2005)
 QO0766
 QO0766'RECOVERY NOTE BY US POWER SQUADRON 2005 (JRD)
 QO0766'RECOVERED IN GOOD CONDITION.
 QO0766
 QO0766                          STATION RECOVERY (2010)
 QO0766
 QO0766'RECOVERY NOTE BY MN DEPT OF TRANSP 2010 (MPP)
 QO0766'THE MARK IS 4.0 MI (6.4 KM) NORTH OF CENTERVILLE.
 QO0766'
 QO0766'TO REACH THE MARK GO 2.3 MI (3.7 KM) WEST ALONG 170TH STREET (COUNTY
 QO0766'ROAD 4 AND COUNTY ROAD 140) FROM TRUNK HIGHWAY 61, IN SOUTHEAST CORNER
 QO0766'OF 80TH STREET (COUNTY ROAD 140) BRIDGE NUMBER 02802 OVER INTERSTATE
 QO0766'HIGHWAY 35E.
 QO0766'
 QO0766'IT IS 0.5 MI (0.8 KM) EAST OF COUNTY ROAD 21.
 QO0766
 QO0766                          STATION RECOVERY (2014)
 QO0766
 QO0766'RECOVERY NOTE BY MN DEPT OF TRANSP 2014 (DAS)
 QO0766'4.0 MI (6.4 KM) NORTH OF CENTERVILLE, IN SOUTHEAST CORNER OF BRIDGE
 QO0766'ABUTMENT AT 80TH STREET (COUNTY ROAD 140) BRIDGE NUMBER 02802 OVER
 QO0766'INTERSTATE HIGHWAY 35E, 2.3 MI (3.7 KM) WEST ALONG 170TH STREET
 QO0766'(COUNTY ROAD 4 AND COUNTY ROAD 140) FROM TRUNK HIGHWAY 61, 0.5 MI (0.8
 QO0766'KM) EAST OF COUNTY ROAD 21.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DN3783 ***********************************************************************
 DN3783  DESIGNATION -  0282 G
 DN3783  PID         -  DN3783
 DN3783  STATE/COUNTY-  MN/ANOKA
 DN3783  COUNTRY     -  US
 DN3783  USGS QUAD   -  CENTERVILLE (2019)
 DN3783
 DN3783                         *CURRENT SURVEY CONTROL
 DN3783  ______________________________________________________________________
 DN3783* NAD 83(2011) POSITION- 45 14 26.41579(N) 093 01 43.02128(W)   ADJUSTED
 DN3783* NAD 83(2011) ELLIP HT-   244.740 (meters)        (06/27/12)   ADJUSTED
 DN3783* NAD 83(2011) EPOCH   -  2010.00
 DN3783* NAVD 88 ORTHO HEIGHT -   272.264 (meters)      893.25  (feet) ADJUSTED
 DN3783  ______________________________________________________________________
 DN3783  GEOID HEIGHT    -        -27.529 (meters)                     GEOID18
 DN3783  NAD 83(2011) X  -   -237,693.434 (meters)                     COMP
 DN3783  NAD 83(2011) Y  - -4,492,527.099 (meters)                     COMP
 DN3783  NAD 83(2011) Z  -  4,506,395.235 (meters)                     COMP
 DN3783  LAPLACE CORR    -          2.22  (seconds)                    DEFLEC18
 DN3783  DYNAMIC HEIGHT  -        272.262 (meters)      893.25  (feet) COMP
 DN3783  MODELED GRAVITY -    980,600.0   (mgal)                       NAVD 88
 DN3783
 DN3783  VERT ORDER      -  SECOND    CLASS I
 DN3783
 DN3783  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DN3783  Standards:
 DN3783         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DN3783            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DN3783  -------------------------------------------------------------------
 DN3783  NETWORK    0.32   0.47           0.15   0.10   0.24     -0.06290574
 DN3783  -------------------------------------------------------------------
 DN3783  Click here for local accuracies and other accuracy information.
 DN3783
 DN3783.The horizontal coordinates were established by GPS observations
 DN3783.and adjusted by the National Geodetic Survey in June 2012.
 DN3783
 DN3783.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DN3783.been affixed to the stable North American tectonic plate. See 
 DN3783.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DN3783
 DN3783.The horizontal coordinates are valid at the epoch date displayed above
 DN3783.which is a decimal equivalence of Year/Month/Day.
 DN3783
 DN3783.The orthometric height was determined by differential leveling and
 DN3783.adjusted by the NATIONAL GEODETIC SURVEY
 DN3783.in August 2013.
 DN3783
 DN3783.Significant digits in the geoid height do not necessarily reflect accuracy.
 DN3783.GEOID18 height accuracy estimate available here.
 DN3783
 DN3783.Click photographs - Photos may exist for this station.
 DN3783
 DN3783.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DN3783
 DN3783.The Laplace correction was computed from DEFLEC18 derived deflections.
 DN3783
 DN3783.The ellipsoidal height was determined by GPS observations
 DN3783.and is referenced to NAD 83.
 DN3783
 DN3783.The dynamic height is computed by dividing the NAVD 88
 DN3783.geopotential number by the normal gravity value computed on the
 DN3783.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN3783.degrees latitude (g = 980.6199 gals.).
 DN3783
 DN3783.The modeled gravity was interpolated from observed gravity values.
 DN3783
 DN3783. The following values were computed from the NAD 83(2011) position.
 DN3783
 DN3783;                    North         East     Units Scale Factor Converg.
 DN3783;SPC MN S     -   349,426.204   876,267.768   MT  1.00000533   +0 40 51.1
 DN3783;SPC MN S     - 1,146,409.14  2,874,888.50   sFT  1.00000533   +0 40 51.1
 DN3783;UTM  15      - 5,009,686.868   497,754.003   MT  0.99960006   -0 01 13.2
 DN3783
 DN3783!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DN3783!SPC MN S     -   0.99996163  x   1.00000533  =   0.99996696
 DN3783!UTM  15      -   0.99996163  x   0.99960006  =   0.99956171
 DN3783
 DN3783:                Primary Azimuth Mark                     Grid Az
 DN3783:SPC MN S     -  0282 H                                   181 14 17.8
 DN3783:UTM  15      -  0282 H                                   181 56 22.1
 DN3783
 DN3783_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL9775409686(NAD 83)
 DN3783
 DN3783|---------------------------------------------------------------------|
 DN3783| PID    Reference Object                     Distance      Geod. Az  |
 DN3783|                                                           dddmmss.s |
 DN3783| DN3784 0282 H                              APPROX. 1.6 KM 1815508.9 |
 DN3783|---------------------------------------------------------------------|
 DN3783
 DN3783                          SUPERSEDED SURVEY CONTROL
 DN3783
 DN3783  NAD 83(2007)-  45 14 26.41601(N)    093 01 43.02180(W) AD(2002.00) 1
 DN3783  ELLIP H (09/16/11)  244.767  (m)                       GP(2002.00) 1 2
 DN3783  NAVD 88             272.27   (m)          893.3    (f) LEVELING    3  
 DN3783
 DN3783.Superseded values are not recommended for survey control.
 DN3783
 DN3783.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN3783.See file dsdata.pdf to determine how the superseded data were derived.
 DN3783
 DN3783_MARKER: I = METAL ROD
 DN3783_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DN3783_STAMPING: 0282 G 2010
 DN3783_MARK LOGO: MNDT
 DN3783_PROJECTION: RECESSED 3 CENTIMETERS
 DN3783_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DN3783_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DN3783_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DN3783+SATELLITE: SATELLITE OBSERVATIONS - March 23, 2015
 DN3783_ROD/PIPE-DEPTH: 7.6 meters
 DN3783
 DN3783  HISTORY     - Date     Condition        Report By
 DN3783  HISTORY     - 20101117 MONUMENTED       MNDT
 DN3783  HISTORY     - 20101124 GOOD             MNDT
 DN3783  HISTORY     - 20110110 GOOD             MNDT
 DN3783  HISTORY     - 20140521 GOOD             MNDT
 DN3783  HISTORY     - 20150323 GOOD             MNDT
 DN3783
 DN3783                          STATION DESCRIPTION
 DN3783
 DN3783'DESCRIBED BY MN DEPT OF TRANSP 2010 (MPP)
 DN3783'IN COLUMBUS, 0.7 MILE SOUTH ALONG INTERSTATE HIGHWAY 35 FROM JUNCTION
 DN3783'OF INTERSTATE HIGHWAY 35 AND TRUNK HIGHWAY 97 IN COLUMBUS, AT
 DN3783'INTERSTATE HIGHWAY 35 MILEPOINT 128.60, 48.2 FEET WEST OF SOUTHBOUND
 DN3783'INTERSTATE HIGHWAY 35, 40.3 FEET EAST OF FENCE LINE, 1.4 FEET EAST OF
 DN3783'WITNESS POST.
 DN3783
 DN3783                          STATION RECOVERY (2011)
 DN3783
 DN3783'RECOVERY NOTE BY MN DEPT OF TRANSP 2011 (MPP)
 DN3783'RECOVERED AS DESCRIBED.
 DN3783'
 DN3783'NOTE - THE STATION MARK CONSISTS OF A 3/4 INCH (19 MM) DIAMETER
 DN3783'ALUMINUM ROD DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL MARK
 DN3783'REMOVABLE DISK SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY
 DN3783'A SIX-INCH PVC PIPE BACKFILLED WITH WASHED SAND.
 DN3783
 DN3783                          STATION RECOVERY (2014)
 DN3783
 DN3783'RECOVERY NOTE BY MN DEPT OF TRANSP 2014 (DAS)
 DN3783'RECOVERED AS DESCRIBED.
 DN3783'
 DN3783'NOTE - THE STATION STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER
 DN3783'ALUMINUM ROD DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION
 DN3783'REMOVABLE DISK SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY
 DN3783'A SIX-INCH PVC PIPE BACK FILLED WITH WASHED SAND.
 DN3783
 DN3783                          STATION RECOVERY (2015)
 DN3783
 DN3783'RECOVERY NOTE BY MN DEPT OF TRANSP 2015 (DAS)
 DN3783'IN COLUMBUS, 0.7 MI (1.1 KM) SOUTH ALONG INTERSTATE HIGHWAY 35  FROM
 DN3783'THE JUNCTION OF INTERSTATE HIGHWAY 35 AND TRUNK HIGHWAY 97 IN
 DN3783'COLUMBUS, AT INTERSTATE HIGHWAY 35 MILE POINT 128.60, 48.2 FT (14.7 M)
 DN3783'WEST OF SOUTHBOUND INTERSTATE HIGHWAY 35, 40.3 FT (12.3 M) EAST OF A
 DN3783'FENCE LINE, 1.4 FT (0.4 M) EAST OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DN3785 ***********************************************************************
 DN3785  DESIGNATION -  0282 J
 DN3785  PID         -  DN3785
 DN3785  STATE/COUNTY-  MN/ANOKA
 DN3785  COUNTRY     -  US
 DN3785  USGS QUAD   -  CENTERVILLE (2019)
 DN3785
 DN3785                         *CURRENT SURVEY CONTROL
 DN3785  ______________________________________________________________________
 DN3785* NAD 83(2011) POSITION- 45 12 46.19937(N) 093 01 46.58887(W)   ADJUSTED
 DN3785* NAD 83(2011) ELLIP HT-   244.657 (meters)        (06/27/12)   ADJUSTED
 DN3785* NAD 83(2011) EPOCH   -  2010.00
 DN3785* NAVD 88 ORTHO HEIGHT -   272.126 (meters)      892.80  (feet) ADJUSTED
 DN3785  ______________________________________________________________________
 DN3785  GEOID HEIGHT    -        -27.476 (meters)                     GEOID18
 DN3785  NAD 83(2011) X  -   -237,887.217 (meters)                     COMP
 DN3785  NAD 83(2011) Y  - -4,494,716.229 (meters)                     COMP
 DN3785  NAD 83(2011) Z  -  4,504,216.122 (meters)                     COMP
 DN3785  LAPLACE CORR    -          1.23  (seconds)                    DEFLEC18
 DN3785  DYNAMIC HEIGHT  -        272.124 (meters)      892.79  (feet) COMP
 DN3785  MODELED GRAVITY -    980,601.6   (mgal)                       NAVD 88
 DN3785
 DN3785  VERT ORDER      -  SECOND    CLASS I
 DN3785
 DN3785  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DN3785  Standards:
 DN3785         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DN3785            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DN3785  -------------------------------------------------------------------
 DN3785  NETWORK    0.34   0.49           0.16   0.11   0.25     -0.09916969
 DN3785  -------------------------------------------------------------------
 DN3785  Click here for local accuracies and other accuracy information.
 DN3785
 DN3785.The horizontal coordinates were established by GPS observations
 DN3785.and adjusted by the National Geodetic Survey in June 2012.
 DN3785
 DN3785.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DN3785.been affixed to the stable North American tectonic plate. See 
 DN3785.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DN3785
 DN3785.The horizontal coordinates are valid at the epoch date displayed above
 DN3785.which is a decimal equivalence of Year/Month/Day.
 DN3785
 DN3785.The orthometric height was determined by differential leveling and
 DN3785.adjusted by the NATIONAL GEODETIC SURVEY
 DN3785.in August 2013.
 DN3785
 DN3785.Significant digits in the geoid height do not necessarily reflect accuracy.
 DN3785.GEOID18 height accuracy estimate available here.
 DN3785
 DN3785.Click photographs - Photos may exist for this station.
 DN3785
 DN3785.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DN3785
 DN3785.The Laplace correction was computed from DEFLEC18 derived deflections.
 DN3785
 DN3785.The ellipsoidal height was determined by GPS observations
 DN3785.and is referenced to NAD 83.
 DN3785
 DN3785.The dynamic height is computed by dividing the NAVD 88
 DN3785.geopotential number by the normal gravity value computed on the
 DN3785.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN3785.degrees latitude (g = 980.6199 gals.).
 DN3785
 DN3785.The modeled gravity was interpolated from observed gravity values.
 DN3785
 DN3785. The following values were computed from the NAD 83(2011) position.
 DN3785
 DN3785;                    North         East     Units Scale Factor Converg.
 DN3785;SPC MN S     -   346,331.693   876,226.690   MT  0.99999916   +0 40 48.6
 DN3785;SPC MN S     - 1,136,256.56  2,874,753.73   sFT  0.99999916   +0 40 48.6
 DN3785;UTM  15      - 5,006,594.335   497,675.091   MT  0.99960007   -0 01 15.6
 DN3785
 DN3785!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DN3785!SPC MN S     -   0.99996164  x   0.99999916  =   0.99996080
 DN3785!UTM  15      -   0.99996164  x   0.99960007  =   0.99956173
 DN3785
 DN3785:                Primary Azimuth Mark                     Grid Az
 DN3785:SPC MN S     -  0282 H                                   000 16 34.9
 DN3785:UTM  15      -  0282 H                                   000 58 39.1
 DN3785
 DN3785_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL9767506594(NAD 83)
 DN3785
 DN3785|---------------------------------------------------------------------|
 DN3785| PID    Reference Object                     Distance      Geod. Az  |
 DN3785|                                                           dddmmss.s |
 DN3785| DN3784 0282 H                              APPROX. 1.5 KM 0005723.5 |
 DN3785| DN3796 0282 V                              APPROX. 0.9 KM 1765317.4 |
 DN3785| DN3786 0282 K                              APPROX. 1.8 KM 1813838.8 |
 DN3785|---------------------------------------------------------------------|
 DN3785
 DN3785                          SUPERSEDED SURVEY CONTROL
 DN3785
 DN3785  NAD 83(2007)-  45 12 46.19952(N)    093 01 46.58971(W) AD(2002.00) 1
 DN3785  ELLIP H (09/16/11)  244.676  (m)                       GP(2002.00) 1 2
 DN3785  NAVD 88             272.13   (m)          892.8    (f) LEVELING    3  
 DN3785
 DN3785.Superseded values are not recommended for survey control.
 DN3785
 DN3785.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN3785.See file dsdata.pdf to determine how the superseded data were derived.
 DN3785
 DN3785_MARKER: I = METAL ROD
 DN3785_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DN3785_STAMPING: 0282 J 2010
 DN3785_MARK LOGO: MNDT
 DN3785_PROJECTION: RECESSED 3 CENTIMETERS
 DN3785_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DN3785_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DN3785_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DN3785+SATELLITE: SATELLITE OBSERVATIONS - April 14, 2020
 DN3785_ROD/PIPE-DEPTH: 12.2 meters
 DN3785
 DN3785  HISTORY     - Date     Condition        Report By
 DN3785  HISTORY     - 20101122 MONUMENTED       MNDT
 DN3785  HISTORY     - 20140505 GOOD             MNDT
 DN3785  HISTORY     - 20200414 GOOD             MNDT
 DN3785
 DN3785                          STATION DESCRIPTION
 DN3785
 DN3785'DESCRIBED BY MN DEPT OF TRANSP 2010
 DN3785'IN COLUMBUS, 0.4 MILE SOUTH ALONG INTERSTATE HIGHWAY 35 FROM JUNCTION
 DN3785'OF INTERSTATE HIGHWAY 35 AND INTERSTATE HIGHWAY 35W IN COLUMBUS, AT
 DN3785'INTERSTATE HIGHWAY 35 MILEPOINT 126.75, 59.1 FEET WEST OF SOUTHBOUND
 DN3785'INTERSTATE HIGHWAY 35, 47.3 FEET EAST OF FENCE LINE, 1.5 FEET EAST OF
 DN3785'WITNESS POST.
 DN3785
 DN3785                          STATION RECOVERY (2014)
 DN3785
 DN3785'RECOVERY NOTE BY MN DEPT OF TRANSP 2014 (DAS)
 DN3785'IN COLUMBUS, 0.4 MI (0.6 KM) SOUTH ALONG INTERSTATE HIGHWAY 35  FROM
 DN3785'THE JUNCTION OF INTERSTATE HIGHWAY 35 AND INTERSTATE HIGHWAY 35W IN
 DN3785'COLUMBUS, AT INTERSTATE HIGHWAY 35 MILE POINT 126.75, 59.1 FT (18.0 M)
 DN3785'WEST OF SOUTHBOUND INTERSTATE HIGHWAY 35, 47.3 FT (14.4 M) EAST OF A
 DN3785'FENCE LINE, 1.5 FT (0.5 M) EAST OF A WITNESS POST.
 DN3785
 DN3785                          STATION RECOVERY (2020)
 DN3785
 DN3785'RECOVERY NOTE BY MN DEPT OF TRANSP 2020 (MPP)
 DN3785'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DN3786 ***********************************************************************
 DN3786  DESIGNATION -  0282 K
 DN3786  PID         -  DN3786
 DN3786  STATE/COUNTY-  MN/ANOKA
 DN3786  COUNTRY     -  US
 DN3786  USGS QUAD   -  CENTERVILLE (2019)
 DN3786
 DN3786                         *CURRENT SURVEY CONTROL
 DN3786  ______________________________________________________________________
 DN3786* NAD 83(2011) POSITION- 45 11 47.46148(N) 093 01 48.97340(W)   ADJUSTED
 DN3786* NAD 83(2011) ELLIP HT-   252.491 (meters)        (06/27/12)   ADJUSTED
 DN3786* NAD 83(2011) EPOCH   -  2010.00
 DN3786* NAVD 88 ORTHO HEIGHT -   279.932 (meters)      918.41  (feet) ADJUSTED
 DN3786  ______________________________________________________________________
 DN3786  GEOID HEIGHT    -        -27.454 (meters)                     GEOID18
 DN3786  NAD 83(2011) X  -   -238,007.496 (meters)                     COMP
 DN3786  NAD 83(2011) Y  - -4,496,004.011 (meters)                     COMP
 DN3786  NAD 83(2011) Z  -  4,502,944.022 (meters)                     COMP
 DN3786  LAPLACE CORR    -          0.67  (seconds)                    DEFLEC18
 DN3786  DYNAMIC HEIGHT  -        279.931 (meters)      918.41  (feet) COMP
 DN3786  MODELED GRAVITY -    980,601.6   (mgal)                       NAVD 88
 DN3786
 DN3786  VERT ORDER      -  SECOND    CLASS I
 DN3786
 DN3786  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DN3786  Standards:
 DN3786         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DN3786            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DN3786  -------------------------------------------------------------------
 DN3786  NETWORK    0.34   0.49           0.16   0.11   0.25     -0.09162150
 DN3786  -------------------------------------------------------------------
 DN3786  Click here for local accuracies and other accuracy information.
 DN3786
 DN3786.The horizontal coordinates were established by GPS observations
 DN3786.and adjusted by the National Geodetic Survey in June 2012.
 DN3786
 DN3786.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DN3786.been affixed to the stable North American tectonic plate. See 
 DN3786.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DN3786
 DN3786.The horizontal coordinates are valid at the epoch date displayed above
 DN3786.which is a decimal equivalence of Year/Month/Day.
 DN3786
 DN3786.The orthometric height was determined by differential leveling and
 DN3786.adjusted by the NATIONAL GEODETIC SURVEY
 DN3786.in August 2013.
 DN3786
 DN3786.Significant digits in the geoid height do not necessarily reflect accuracy.
 DN3786.GEOID18 height accuracy estimate available here.
 DN3786
 DN3786.Click photographs - Photos may exist for this station.
 DN3786
 DN3786.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DN3786
 DN3786.The Laplace correction was computed from DEFLEC18 derived deflections.
 DN3786
 DN3786.The ellipsoidal height was determined by GPS observations
 DN3786.and is referenced to NAD 83.
 DN3786
 DN3786.The dynamic height is computed by dividing the NAVD 88
 DN3786.geopotential number by the normal gravity value computed on the
 DN3786.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN3786.degrees latitude (g = 980.6199 gals.).
 DN3786
 DN3786.The modeled gravity was interpolated from observed gravity values.
 DN3786
 DN3786. The following values were computed from the NAD 83(2011) position.
 DN3786
 DN3786;                    North         East     Units Scale Factor Converg.
 DN3786;SPC MN S     -   344,517.907   876,196.173   MT  0.99999566   +0 40 47.0
 DN3786;SPC MN S     - 1,130,305.83  2,874,653.61   sFT  0.99999566   +0 40 47.0
 DN3786;UTM  15      - 5,004,781.779   497,622.400   MT  0.99960007   -0 01 17.3
 DN3786
 DN3786!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DN3786!SPC MN S     -   0.99996042  x   0.99999566  =   0.99995608
 DN3786!UTM  15      -   0.99996042  x   0.99960007  =   0.99956050
 DN3786
 DN3786:                Primary Azimuth Mark                     Grid Az
 DN3786:SPC MN S     -  0282 U                                   172 24 05.5
 DN3786:UTM  15      -  0282 U                                   173 06 09.8
 DN3786
 DN3786_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL9762204781(NAD 83)
 DN3786
 DN3786|---------------------------------------------------------------------|
 DN3786| PID    Reference Object                     Distance      Geod. Az  |
 DN3786|                                                           dddmmss.s |
 DN3786| DN3795 0282 U                              APPROX. 0.6 KM 1730452.5 |
 DN3786| DN3787 0282 L                              APPROX. 1.4 KM 1803116.6 |
 DN3786|---------------------------------------------------------------------|
 DN3786
 DN3786                          SUPERSEDED SURVEY CONTROL
 DN3786
 DN3786  NAD 83(2007)-  45 11 47.46161(N)    093 01 48.97427(W) AD(2002.00) 1
 DN3786  ELLIP H (09/16/11)  252.509  (m)                       GP(2002.00) 1 2
 DN3786  NAVD 88             279.94   (m)          918.4    (f) LEVELING    3  
 DN3786
 DN3786.Superseded values are not recommended for survey control.
 DN3786
 DN3786.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN3786.See file dsdata.pdf to determine how the superseded data were derived.
 DN3786
 DN3786_MARKER: I = METAL ROD
 DN3786_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DN3786_STAMPING: 0282 K 2010
 DN3786_MARK LOGO: MNDT
 DN3786_PROJECTION: FLUSH
 DN3786_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DN3786_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DN3786_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DN3786+SATELLITE: SATELLITE OBSERVATIONS - April 14, 2020
 DN3786_ROD/PIPE-DEPTH: 9.1 meters
 DN3786
 DN3786  HISTORY     - Date     Condition        Report By
 DN3786  HISTORY     - 20101117 MONUMENTED       MNDT
 DN3786  HISTORY     - 20101124 GOOD             MNDT
 DN3786  HISTORY     - 20110108 GOOD             MNDT
 DN3786  HISTORY     - 20140505 GOOD             MNDT
 DN3786  HISTORY     - 20200414 GOOD             MNDT
 DN3786
 DN3786                          STATION DESCRIPTION
 DN3786
 DN3786'DESCRIBED BY MN DEPT OF TRANSP 2010 (MPP)
 DN3786'IN LINO LAKES, 2.2 MILES NORTH ALONG INTERSTATE HIGHWAY 35E FROM
 DN3786'JUNCTION OF INTERSTATE HIGHWAY 35E AND COUNTY 14, AT INTERSTATE
 DN3786'HIGHWAY 35E MILEPOINT 125.65, 76.2 FEET WEST OF SOUTHBOUND INTERSTATE
 DN3786'HIGHWAY 35E, 20.8 FEET SOUTH OF 80TH STREET EAST, 5.6 FEET NORTH OF
 DN3786'GUARD RAIL, 1.5 FEET EAST OF WITNESS POST.
 DN3786
 DN3786                          STATION RECOVERY (2011)
 DN3786
 DN3786'RECOVERY NOTE BY MN DEPT OF TRANSP 2011 (MPP)
 DN3786'RECOVERED AS DESCRIBED.
 DN3786'
 DN3786'NOTE - THE STATION MARK CONSISTS OF A 3/4 INCH (19 MM) DIAMETER
 DN3786'ALUMINUM ROD DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL MARK
 DN3786'REMOVABLE DISK SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY
 DN3786'A SIX-INCH PVC PIPE BACKFILLED WITH WASHED SAND.
 DN3786
 DN3786                          STATION RECOVERY (2014)
 DN3786
 DN3786'RECOVERY NOTE BY MN DEPT OF TRANSP 2014 (DAS)
 DN3786'IN LINO LAKES, 2.2 MI (3.5 KM) NORTH ALONG INTERSTATE HIGHWAY 35E
 DN3786'FROM THE JUNCTION OF INTERSTATE HIGHWAY 35E AND COUNTY 14, AT
 DN3786'INTERSTATE HIGHWAY 35E MILE POINT 125.65, 76.2 FT (23.2 M) WEST OF
 DN3786'SOUTHBOUND INTERSTATE HIGHWAY 35E, 20.8 FT (6.3 M) NORTH OF 80TH
 DN3786'STREET EAST, 5.6 FT (1.7 M) NORTH OF GUARD RAIL, 1.5 FT (0.5 M) EAST
 DN3786'OF A WITNESS POST.
 DN3786
 DN3786                          STATION RECOVERY (2020)
 DN3786
 DN3786'RECOVERY NOTE BY MN DEPT OF TRANSP 2020 (MPP)
 DN3786'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DN3787 ***********************************************************************
 DN3787  DESIGNATION -  0282 L
 DN3787  PID         -  DN3787
 DN3787  STATE/COUNTY-  MN/ANOKA
 DN3787  COUNTRY     -  US
 DN3787  USGS QUAD   -  CENTERVILLE (2019)
 DN3787
 DN3787                         *CURRENT SURVEY CONTROL
 DN3787  ______________________________________________________________________
 DN3787* NAD 83(2011) POSITION- 45 11 03.50894(N) 093 01 49.53888(W)   ADJUSTED
 DN3787* NAD 83(2011) ELLIP HT-   249.774 (meters)        (06/27/12)   ADJUSTED
 DN3787* NAD 83(2011) EPOCH   -  2010.00
 DN3787* NAVD 88 ORTHO HEIGHT -   277.206 (meters)      909.47  (feet) ADJUSTED
 DN3787  ______________________________________________________________________
 DN3787  GEOID HEIGHT    -        -27.440 (meters)                     GEOID18
 DN3787  NAD 83(2011) X  -   -238,070.613 (meters)                     COMP
 DN3787  NAD 83(2011) Y  - -4,496,962.764 (meters)                     COMP
 DN3787  NAD 83(2011) Z  -  4,501,985.808 (meters)                     COMP
 DN3787  LAPLACE CORR    -          0.22  (seconds)                    DEFLEC18
 DN3787  DYNAMIC HEIGHT  -        277.204 (meters)      909.46  (feet) COMP
 DN3787  MODELED GRAVITY -    980,601.2   (mgal)                       NAVD 88
 DN3787
 DN3787  VERT ORDER      -  SECOND    CLASS I
 DN3787
 DN3787  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DN3787  Standards:
 DN3787         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DN3787            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DN3787  -------------------------------------------------------------------
 DN3787  NETWORK    0.34   0.49           0.16   0.11   0.25     -0.06065419
 DN3787  -------------------------------------------------------------------
 DN3787  Click here for local accuracies and other accuracy information.
 DN3787
 DN3787.The horizontal coordinates were established by GPS observations
 DN3787.and adjusted by the National Geodetic Survey in June 2012.
 DN3787
 DN3787.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DN3787.been affixed to the stable North American tectonic plate. See 
 DN3787.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DN3787
 DN3787.The horizontal coordinates are valid at the epoch date displayed above
 DN3787.which is a decimal equivalence of Year/Month/Day.
 DN3787
 DN3787.The orthometric height was determined by differential leveling and
 DN3787.adjusted by the NATIONAL GEODETIC SURVEY
 DN3787.in August 2013.
 DN3787
 DN3787.Significant digits in the geoid height do not necessarily reflect accuracy.
 DN3787.GEOID18 height accuracy estimate available here.
 DN3787
 DN3787.Click photographs - Photos may exist for this station.
 DN3787
 DN3787.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DN3787
 DN3787.The Laplace correction was computed from DEFLEC18 derived deflections.
 DN3787
 DN3787.The ellipsoidal height was determined by GPS observations
 DN3787.and is referenced to NAD 83.
 DN3787
 DN3787.The dynamic height is computed by dividing the NAVD 88
 DN3787.geopotential number by the normal gravity value computed on the
 DN3787.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN3787.degrees latitude (g = 980.6199 gals.).
 DN3787
 DN3787.The modeled gravity was interpolated from observed gravity values.
 DN3787
 DN3787. The following values were computed from the NAD 83(2011) position.
 DN3787
 DN3787;                    North         East     Units Scale Factor Converg.
 DN3787;SPC MN S     -   343,161.006   876,199.925   MT  0.99999309   +0 40 46.6
 DN3787;SPC MN S     - 1,125,854.07  2,874,665.92   sFT  0.99999309   +0 40 46.6
 DN3787;UTM  15      - 5,003,425.469   497,609.551   MT  0.99960007   -0 01 17.7
 DN3787
 DN3787!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DN3787!SPC MN S     -   0.99996084  x   0.99999309  =   0.99995393
 DN3787!UTM  15      -   0.99996084  x   0.99960007  =   0.99956093
 DN3787
 DN3787:                Primary Azimuth Mark                     Grid Az
 DN3787:SPC MN S     -  0282 M                                   179 55 31.0
 DN3787:UTM  15      -  0282 M                                   180 37 35.3
 DN3787
 DN3787_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL9760903425(NAD 83)
 DN3787
 DN3787|---------------------------------------------------------------------|
 DN3787| PID    Reference Object                     Distance      Geod. Az  |
 DN3787|                                                           dddmmss.s |
 DN3787| DN3788 0282 M                              APPROX. 1.6 KM 1803617.6 |
 DN3787|---------------------------------------------------------------------|
 DN3787
 DN3787                          SUPERSEDED SURVEY CONTROL
 DN3787
 DN3787  NAD 83(2007)-  45 11 03.50907(N)    093 01 49.53978(W) AD(2002.00) 1
 DN3787  ELLIP H (09/16/11)  249.793  (m)                       GP(2002.00) 1 2
 DN3787  NAVD 88             277.21   (m)          909.5    (f) LEVELING    3  
 DN3787
 DN3787.Superseded values are not recommended for survey control.
 DN3787
 DN3787.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN3787.See file dsdata.pdf to determine how the superseded data were derived.
 DN3787
 DN3787_MARKER: I = METAL ROD
 DN3787_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DN3787_STAMPING: 0282 L 2010
 DN3787_MARK LOGO: MNDT
 DN3787_PROJECTION: RECESSED 3 CENTIMETERS
 DN3787_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DN3787_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DN3787_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DN3787+SATELLITE: SATELLITE OBSERVATIONS - January 09, 2011
 DN3787_ROD/PIPE-DEPTH: 9.1 meters
 DN3787
 DN3787  HISTORY     - Date     Condition        Report By
 DN3787  HISTORY     - 20101117 MONUMENTED       MNDT
 DN3787  HISTORY     - 20101122 GOOD             MNDT
 DN3787  HISTORY     - 20110109 GOOD             MNDT
 DN3787
 DN3787                          STATION DESCRIPTION
 DN3787
 DN3787'DESCRIBED BY MN DEPT OF TRANSP 2010 (MPP)
 DN3787'IN LINO LAKES, 1.4 MILES NORTH ALONG INTERSTATE HIGHWAY 35E FROM
 DN3787'JUNCTION OF INTERSTATE HIGHWAY 35E AND COUNTY 14, AT INTERSTATE
 DN3787'HIGHWAY 35E MILEPOINT 124.80, 93.1 FEET WEST OF SOUTHBOUND INTERSTATE
 DN3787'HIGHWAY 35E, 7.0 FEET EAST OF FENCE LINE, 1.3 FEET EAST OF WITNESS
 DN3787'POST.
 DN3787
 DN3787                          STATION RECOVERY (2011)
 DN3787
 DN3787'RECOVERY NOTE BY MN DEPT OF TRANSP 2011 (MPP)
 DN3787'RECOVERED AS DESCRIBED.
 DN3787'
 DN3787'NOTE - THE STATION MARK CONSISTS OF A 3/4 INCH (19 MM) DIAMETER
 DN3787'ALUMINUM ROD DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL MARK
 DN3787'REMOVABLE DISK SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY
 DN3787'A SIX-INCH PVC PIPE BACKFILLED WITH WASHED SAND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DN3788 ***********************************************************************
 DN3788  DESIGNATION -  0282 M
 DN3788  PID         -  DN3788
 DN3788  STATE/COUNTY-  MN/ANOKA
 DN3788  COUNTRY     -  US
 DN3788  USGS QUAD   -  CENTERVILLE (2019)
 DN3788
 DN3788                         *CURRENT SURVEY CONTROL
 DN3788  ______________________________________________________________________
 DN3788* NAD 83(2011) POSITION- 45 10 12.94237(N) 093 01 50.29361(W)   ADJUSTED
 DN3788* NAD 83(2011) ELLIP HT-   249.811 (meters)        (06/27/12)   ADJUSTED
 DN3788* NAD 83(2011) EPOCH   -  2010.00
 DN3788* NAVD 88 ORTHO HEIGHT -   277.232 (meters)      909.55  (feet) ADJUSTED
 DN3788  ______________________________________________________________________
 DN3788  GEOID HEIGHT    -        -27.429 (meters)                     GEOID18
 DN3788  NAD 83(2011) X  -   -238,145.610 (meters)                     COMP
 DN3788  NAD 83(2011) Y  - -4,498,067.643 (meters)                     COMP
 DN3788  NAD 83(2011) Z  -  4,500,885.393 (meters)                     COMP
 DN3788  LAPLACE CORR    -         -0.29  (seconds)                    DEFLEC18
 DN3788  DYNAMIC HEIGHT  -        277.230 (meters)      909.55  (feet) COMP
 DN3788  MODELED GRAVITY -    980,600.5   (mgal)                       NAVD 88
 DN3788
 DN3788  VERT ORDER      -  SECOND    CLASS I
 DN3788
 DN3788  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DN3788  Standards:
 DN3788         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DN3788            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DN3788  -------------------------------------------------------------------
 DN3788  NETWORK    0.38   0.51           0.18   0.12   0.26     -0.08609119
 DN3788  -------------------------------------------------------------------
 DN3788  Click here for local accuracies and other accuracy information.
 DN3788
 DN3788.The horizontal coordinates were established by GPS observations
 DN3788.and adjusted by the National Geodetic Survey in June 2012.
 DN3788
 DN3788.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DN3788.been affixed to the stable North American tectonic plate. See 
 DN3788.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DN3788
 DN3788.The horizontal coordinates are valid at the epoch date displayed above
 DN3788.which is a decimal equivalence of Year/Month/Day.
 DN3788
 DN3788.The orthometric height was determined by differential leveling and
 DN3788.adjusted by the NATIONAL GEODETIC SURVEY
 DN3788.in August 2013.
 DN3788
 DN3788.Significant digits in the geoid height do not necessarily reflect accuracy.
 DN3788.GEOID18 height accuracy estimate available here.
 DN3788
 DN3788.Click photographs - Photos may exist for this station.
 DN3788
 DN3788.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DN3788
 DN3788.The Laplace correction was computed from DEFLEC18 derived deflections.
 DN3788
 DN3788.The ellipsoidal height was determined by GPS observations
 DN3788.and is referenced to NAD 83.
 DN3788
 DN3788.The dynamic height is computed by dividing the NAVD 88
 DN3788.geopotential number by the normal gravity value computed on the
 DN3788.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN3788.degrees latitude (g = 980.6199 gals.).
 DN3788
 DN3788.The modeled gravity was interpolated from observed gravity values.
 DN3788
 DN3788. The following values were computed from the NAD 83(2011) position.
 DN3788
 DN3788;                    North         East     Units Scale Factor Converg.
 DN3788;SPC MN S     -   341,599.898   876,201.960   MT  0.99999019   +0 40 46.0
 DN3788;SPC MN S     - 1,120,732.33  2,874,672.60   sFT  0.99999019   +0 40 46.0
 DN3788;UTM  15      - 5,001,865.064   497,592.489   MT  0.99960007   -0 01 18.2
 DN3788
 DN3788!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DN3788!SPC MN S     -   0.99996084  x   0.99999019  =   0.99995103
 DN3788!UTM  15      -   0.99996084  x   0.99960007  =   0.99956092
 DN3788
 DN3788:                Primary Azimuth Mark                     Grid Az
 DN3788:SPC MN S     -  0282 S                                   176 04 24.5
 DN3788:UTM  15      -  0282 S                                   176 46 28.7
 DN3788
 DN3788_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL9759201865(NAD 83)
 DN3788
 DN3788|---------------------------------------------------------------------|
 DN3788| PID    Reference Object                     Distance      Geod. Az  |
 DN3788|                                                           dddmmss.s |
 DN3788| DN3793 0282 S                              APPROX. 0.7 KM 1764510.5 |
 DN3788| DN3789 0282 N                              APPROX. 1.6 KM 1835715.8 |
 DN3788|---------------------------------------------------------------------|
 DN3788
 DN3788                          SUPERSEDED SURVEY CONTROL
 DN3788
 DN3788  NAD 83(2007)-  45 10 12.94250(N)    093 01 50.29454(W) AD(2002.00) 1
 DN3788  ELLIP H (09/16/11)  249.833  (m)                       GP(2002.00) 1 2
 DN3788  NAVD 88             277.24   (m)          909.6    (f) LEVELING    3  
 DN3788
 DN3788.Superseded values are not recommended for survey control.
 DN3788
 DN3788.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN3788.See file dsdata.pdf to determine how the superseded data were derived.
 DN3788
 DN3788_MARKER: I = METAL ROD
 DN3788_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DN3788_STAMPING: 0282 M 2010
 DN3788_MARK LOGO: MNDT
 DN3788_PROJECTION: RECESSED 3 CENTIMETERS
 DN3788_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DN3788_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DN3788_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DN3788+SATELLITE: SATELLITE OBSERVATIONS - April 14, 2020
 DN3788_ROD/PIPE-DEPTH: 10.7 meters
 DN3788
 DN3788  HISTORY     - Date     Condition        Report By
 DN3788  HISTORY     - 20101123 MONUMENTED       MNDT
 DN3788  HISTORY     - 20110104 GOOD             MNDT
 DN3788  HISTORY     - 20200414 GOOD             MNDT
 DN3788
 DN3788                          STATION DESCRIPTION
 DN3788
 DN3788'DESCRIBED BY MN DEPT OF TRANSP 2010
 DN3788'IN LINO LAKES, 0.4 MILE NORTH ALONG INTERSTATE HIGHWAY 35E FROM
 DN3788'JUNCTION OF INTERSTATE HIGHWAY 35E AND COUNTY 14, AT INTERSTATE
 DN3788'HIGHWAY 35E MILEPOINT 123.80, 92.3 FEET WEST OF SOUTHBOUND INTERSTATE
 DN3788'HIGHWAY 35E, 7.2 FEET EAST OF FENCE LINE, 1.4 FEET EAST OF WITNESS
 DN3788'POST.
 DN3788
 DN3788                          STATION RECOVERY (2011)
 DN3788
 DN3788'RECOVERY NOTE BY MN DEPT OF TRANSP 2011 (MPP)
 DN3788'RECOVERED AS DESCRIBED.
 DN3788'
 DN3788'NOTE - THE STATION MARK CONSISTS OF A 3/4 INCH (19 MM) DIAMETER
 DN3788'ALUMINUM ROD DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL MARK
 DN3788'REMOVABLE DISK SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY
 DN3788'A SIX-INCH PVC PIPE BACKFILLED WITH WASHED SAND.
 DN3788
 DN3788                          STATION RECOVERY (2020)
 DN3788
 DN3788'RECOVERY NOTE BY MN DEPT OF TRANSP 2020 (MPP)
 DN3788'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DN3789 ***********************************************************************
 DN3789  DESIGNATION -  0282 N
 DN3789  PID         -  DN3789
 DN3789  STATE/COUNTY-  MN/ANOKA
 DN3789  COUNTRY     -  US
 DN3789  USGS QUAD   -  CENTERVILLE (2019)
 DN3789
 DN3789                         *CURRENT SURVEY CONTROL
 DN3789  ______________________________________________________________________
 DN3789* NAD 83(2011) POSITION- 45 09 22.38023(N) 093 01 55.23354(W)   ADJUSTED
 DN3789* NAD 83(2011) ELLIP HT-   250.386 (meters)        (06/27/12)   ADJUSTED
 DN3789* NAD 83(2011) EPOCH   -  2010.00
 DN3789* NAVD 88 ORTHO HEIGHT -   277.805 (meters)      911.43  (feet) ADJUSTED
 DN3789  ______________________________________________________________________
 DN3789  GEOID HEIGHT    -        -27.421 (meters)                     GEOID18
 DN3789  NAD 83(2011) X  -   -238,311.906 (meters)                     COMP
 DN3789  NAD 83(2011) Y  - -4,499,167.696 (meters)                     COMP
 DN3789  NAD 83(2011) Z  -  4,499,785.187 (meters)                     COMP
 DN3789  LAPLACE CORR    -         -0.70  (seconds)                    DEFLEC18
 DN3789  DYNAMIC HEIGHT  -        277.802 (meters)      911.42  (feet) COMP
 DN3789  MODELED GRAVITY -    980,599.4   (mgal)                       NAVD 88
 DN3789
 DN3789  VERT ORDER      -  SECOND    CLASS I
 DN3789
 DN3789  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DN3789  Standards:
 DN3789         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DN3789            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DN3789  -------------------------------------------------------------------
 DN3789  NETWORK    0.38   0.51           0.18   0.12   0.26     -0.07377512
 DN3789  -------------------------------------------------------------------
 DN3789  Click here for local accuracies and other accuracy information.
 DN3789
 DN3789.The horizontal coordinates were established by GPS observations
 DN3789.and adjusted by the National Geodetic Survey in June 2012.
 DN3789
 DN3789.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DN3789.been affixed to the stable North American tectonic plate. See 
 DN3789.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DN3789
 DN3789.The horizontal coordinates are valid at the epoch date displayed above
 DN3789.which is a decimal equivalence of Year/Month/Day.
 DN3789
 DN3789.The orthometric height was determined by differential leveling and
 DN3789.adjusted by the NATIONAL GEODETIC SURVEY
 DN3789.in August 2013.
 DN3789
 DN3789.Significant digits in the geoid height do not necessarily reflect accuracy.
 DN3789.GEOID18 height accuracy estimate available here.
 DN3789
 DN3789.Click photographs - Photos may exist for this station.
 DN3789
 DN3789.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DN3789
 DN3789.The Laplace correction was computed from DEFLEC18 derived deflections.
 DN3789
 DN3789.The ellipsoidal height was determined by GPS observations
 DN3789.and is referenced to NAD 83.
 DN3789
 DN3789.The dynamic height is computed by dividing the NAVD 88
 DN3789.geopotential number by the normal gravity value computed on the
 DN3789.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN3789.degrees latitude (g = 980.6199 gals.).
 DN3789
 DN3789.The modeled gravity was interpolated from observed gravity values.
 DN3789
 DN3789. The following values were computed from the NAD 83(2011) position.
 DN3789
 DN3789;                    North         East     Units Scale Factor Converg.
 DN3789;SPC MN S     -   340,037.852   876,112.579   MT  0.99998735   +0 40 42.6
 DN3789;SPC MN S     - 1,115,607.52  2,874,379.35   sFT  0.99998735   +0 40 42.6
 DN3789;UTM  15      - 5,000,304.835   497,484.041   MT  0.99960008   -0 01 21.7
 DN3789
 DN3789!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DN3789!SPC MN S     -   0.99996075  x   0.99998735  =   0.99994810
 DN3789!UTM  15      -   0.99996075  x   0.99960008  =   0.99956084
 DN3789
 DN3789:                Primary Azimuth Mark                     Grid Az
 DN3789:SPC MN S     -  0282 R                                   173 58 07.0
 DN3789:UTM  15      -  0282 R                                   174 40 11.3
 DN3789
 DN3789_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL9748400304(NAD 83)
 DN3789
 DN3789|---------------------------------------------------------------------|
 DN3789| PID    Reference Object                     Distance      Geod. Az  |
 DN3789|                                                           dddmmss.s |
 DN3789| DN3792 0282 R                              APPROX. 0.9 KM 1743849.6 |
 DN3789|---------------------------------------------------------------------|
 DN3789
 DN3789                          SUPERSEDED SURVEY CONTROL
 DN3789
 DN3789  NAD 83(2007)-  45 09 22.38037(N)    093 01 55.23444(W) AD(2002.00) 1
 DN3789  ELLIP H (09/16/11)  250.410  (m)                       GP(2002.00) 1 2
 DN3789  NAVD 88             277.81   (m)          911.4    (f) LEVELING    3  
 DN3789
 DN3789.Superseded values are not recommended for survey control.
 DN3789
 DN3789.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN3789.See file dsdata.pdf to determine how the superseded data were derived.
 DN3789
 DN3789_MARKER: I = METAL ROD
 DN3789_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DN3789_STAMPING: 0282 N 2010
 DN3789_MARK LOGO: MNDT
 DN3789_PROJECTION: RECESSED 3 CENTIMETERS
 DN3789_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DN3789_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DN3789_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DN3789+SATELLITE: SATELLITE OBSERVATIONS - January 04, 2011
 DN3789_ROD/PIPE-DEPTH: 9.1 meters
 DN3789
 DN3789  HISTORY     - Date     Condition        Report By
 DN3789  HISTORY     - 20101117 MONUMENTED       MNDT
 DN3789  HISTORY     - 20101123 GOOD             MNDT
 DN3789  HISTORY     - 20110104 GOOD             MNDT
 DN3789
 DN3789                          STATION DESCRIPTION
 DN3789
 DN3789'DESCRIBED BY MN DEPT OF TRANSP 2010 (MPP)
 DN3789'IN LINO LAKES, 0.6 MILE SOUTH ALONG INTERSTATE HIGHWAY 35E FROM
 DN3789'JUNCTION OF INTERSTATE HIGHWAY 35E AND COUNTY 14, AT INTERSTATE
 DN3789'HIGHWAY 35E MILEPOINT 122.80, 114.3 FEET WEST OF INTERSTATE HIGHWAY
 DN3789'35E SOUTHBOUND, 66.1 FEET NORTHWEST OF LIGHT POLE NUMBER E9C12, 52.8
 DN3789'FEET WEST OF ENTRANCE RAMP, 1.3 FEET EAST OF WITNESS POST.
 DN3789
 DN3789                          STATION RECOVERY (2011)
 DN3789
 DN3789'RECOVERY NOTE BY MN DEPT OF TRANSP 2011 (MPP)
 DN3789'RECOVERED AS DESCRIBED.
 DN3789'
 DN3789'NOTE - THE STATION MARK CONSISTS OF A 3/4 INCH (19 MM) DIAMETER
 DN3789'ALUMINUM ROD DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL MARK
 DN3789'REMOVABLE DISK SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY
 DN3789'A SIX-INCH PVC PIPE BACKFILLED WITH WASHED SAND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DN3790 ***********************************************************************
 DN3790  DESIGNATION -  0282 P
 DN3790  PID         -  DN3790
 DN3790  STATE/COUNTY-  MN/ANOKA
 DN3790  COUNTRY     -  US
 DN3790  USGS QUAD   -  CENTERVILLE (2019)
 DN3790
 DN3790                         *CURRENT SURVEY CONTROL
 DN3790  ______________________________________________________________________
 DN3790* NAD 83(2011) POSITION- 45 08 36.69561(N) 093 02 05.21671(W)   ADJUSTED
 DN3790* NAD 83(2011) ELLIP HT-   250.804 (meters)        (06/27/12)   ADJUSTED
 DN3790* NAD 83(2011) EPOCH   -  2010.00
 DN3790* NAVD 88 ORTHO HEIGHT -   278.216 (meters)      912.78  (feet) ADJUSTED
 DN3790  ______________________________________________________________________
 DN3790  GEOID HEIGHT    -        -27.416 (meters)                     GEOID18
 DN3790  NAD 83(2011) X  -   -238,582.617 (meters)                     COMP
 DN3790  NAD 83(2011) Y  - -4,500,154.939 (meters)                     COMP
 DN3790  NAD 83(2011) Z  -  4,498,790.810 (meters)                     COMP
 DN3790  LAPLACE CORR    -         -1.05  (seconds)                    DEFLEC18
 DN3790  DYNAMIC HEIGHT  -        278.214 (meters)      912.77  (feet) COMP
 DN3790  MODELED GRAVITY -    980,598.2   (mgal)                       NAVD 88
 DN3790
 DN3790  VERT ORDER      -  SECOND    CLASS I
 DN3790
 DN3790  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DN3790  Standards:
 DN3790         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DN3790            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DN3790  -------------------------------------------------------------------
 DN3790  NETWORK    0.41   0.51           0.19   0.13   0.26     -0.02676773
 DN3790  -------------------------------------------------------------------
 DN3790  Click here for local accuracies and other accuracy information.
 DN3790
 DN3790.The horizontal coordinates were established by GPS observations
 DN3790.and adjusted by the National Geodetic Survey in June 2012.
 DN3790
 DN3790.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DN3790.been affixed to the stable North American tectonic plate. See 
 DN3790.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DN3790
 DN3790.The horizontal coordinates are valid at the epoch date displayed above
 DN3790.which is a decimal equivalence of Year/Month/Day.
 DN3790
 DN3790.The orthometric height was determined by differential leveling and
 DN3790.adjusted by the NATIONAL GEODETIC SURVEY
 DN3790.in August 2013.
 DN3790
 DN3790.Significant digits in the geoid height do not necessarily reflect accuracy.
 DN3790.GEOID18 height accuracy estimate available here.
 DN3790
 DN3790.Click photographs - Photos may exist for this station.
 DN3790
 DN3790.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DN3790
 DN3790.The Laplace correction was computed from DEFLEC18 derived deflections.
 DN3790
 DN3790.The ellipsoidal height was determined by GPS observations
 DN3790.and is referenced to NAD 83.
 DN3790
 DN3790.The dynamic height is computed by dividing the NAVD 88
 DN3790.geopotential number by the normal gravity value computed on the
 DN3790.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN3790.degrees latitude (g = 980.6199 gals.).
 DN3790
 DN3790.The modeled gravity was interpolated from observed gravity values.
 DN3790
 DN3790. The following values were computed from the NAD 83(2011) position.
 DN3790
 DN3790;                    North         East     Units Scale Factor Converg.
 DN3790;SPC MN S     -   338,625.073   875,911.194   MT  0.99998484   +0 40 35.6
 DN3790;SPC MN S     - 1,110,972.43  2,873,718.64   sFT  0.99998484   +0 40 35.6
 DN3790;UTM  15      - 4,998,895.171   497,265.466   MT  0.99960009   -0 01 28.8
 DN3790
 DN3790!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DN3790!SPC MN S     -   0.99996068  x   0.99998484  =   0.99994552
 DN3790!UTM  15      -   0.99996068  x   0.99960009  =   0.99956079
 DN3790
 DN3790:                Primary Azimuth Mark                     Grid Az
 DN3790:SPC MN S     -  0282 N                                   008 06 45.3
 DN3790:UTM  15      -  0282 N                                   008 48 49.7
 DN3790
 DN3790_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK9726598895(NAD 83)
 DN3790
 DN3790|---------------------------------------------------------------------|
 DN3790| PID    Reference Object                     Distance      Geod. Az  |
 DN3790|                                                           dddmmss.s |
 DN3790| DN3789 0282 N                              APPROX. 1.4 KM 0084720.9 |
 DN3790| DN3792 0282 R                              APPROX. 0.6 KM 0302443.1 |
 DN3790| DN3791 0282 Q                              APPROX. 1.0 KM 2050443.6 |
 DN3790|---------------------------------------------------------------------|
 DN3790
 DN3790                          SUPERSEDED SURVEY CONTROL
 DN3790
 DN3790  NAD 83(2007)-  45 08 36.69573(N)    093 02 05.21754(W) AD(2002.00) 1
 DN3790  ELLIP H (09/16/11)  250.830  (m)                       GP(2002.00) 1 2
 DN3790  NAVD 88             278.22   (m)          912.8    (f) LEVELING    3  
 DN3790
 DN3790.Superseded values are not recommended for survey control.
 DN3790
 DN3790.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN3790.See file dsdata.pdf to determine how the superseded data were derived.
 DN3790
 DN3790_MARKER: I = METAL ROD
 DN3790_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DN3790_STAMPING: 0282 P 2010
 DN3790_MARK LOGO: MNDT
 DN3790_PROJECTION: RECESSED 3 CENTIMETERS
 DN3790_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DN3790_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DN3790_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DN3790+SATELLITE: SATELLITE OBSERVATIONS - October 18, 2018
 DN3790_ROD/PIPE-DEPTH: 16.2 meters
 DN3790
 DN3790  HISTORY     - Date     Condition        Report By
 DN3790  HISTORY     - 20101123 MONUMENTED       MNDT
 DN3790  HISTORY     - 20181018 GOOD             MNDT
 DN3790
 DN3790                          STATION DESCRIPTION
 DN3790
 DN3790'DESCRIBED BY MN DEPT OF TRANSP 2010 (MPP)
 DN3790'IN LINO LAKES, 1.5 MILES SOUTH ALONG INTERSTATE HIGHWAY 35E FROM
 DN3790'JUNCTION OF INTERSTATE HIGHWAY 35E AND COUNTY 14, AT INTERSTATE
 DN3790'HIGHWAY 35E MILEPOINT 121.90, 94.4 FEET NORTHWEST OF INTERSTATE
 DN3790'HIGHWAY 35E SOUTHBOUND, 6.4 FEET SOUTHEAST OF FENCE LINE, 2.0 FEET
 DN3790'EAST OF WITNESS POST.
 DN3790'
 DN3790'THE STATION MARK CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM ROD
 DN3790'DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL MARK REMOVABLE DISK SET
 DN3790'ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH PVC PIPE
 DN3790'BACKFILLED WITH WASHED SAND.
 DN3790
 DN3790                          STATION RECOVERY (2018)
 DN3790
 DN3790'RECOVERY NOTE BY MN DEPT OF TRANSP 2018 (MAS)
 DN3790'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DN3791 ***********************************************************************
 DN3791  DESIGNATION -  0282 Q
 DN3791  PID         -  DN3791
 DN3791  STATE/COUNTY-  MN/ANOKA
 DN3791  COUNTRY     -  US
 DN3791  USGS QUAD   -  CENTERVILLE (2019)
 DN3791
 DN3791                         *CURRENT SURVEY CONTROL
 DN3791  ______________________________________________________________________
 DN3791* NAD 83(2011) POSITION- 45 08 08.27215(N) 093 02 24.00953(W)   ADJUSTED
 DN3791* NAD 83(2011) ELLIP HT-   254.605 (meters)        (06/27/12)   ADJUSTED
 DN3791* NAD 83(2011) EPOCH   -  2010.00
 DN3791* NAVD 88 ORTHO HEIGHT -   282.016 (meters)      925.25  (feet) ADJUSTED
 DN3791  ______________________________________________________________________
 DN3791  GEOID HEIGHT    -        -27.412 (meters)                     GEOID18
 DN3791  NAD 83(2011) X  -   -239,025.754 (meters)                     COMP
 DN3791  NAD 83(2011) Y  - -4,500,756.972 (meters)                     COMP
 DN3791  NAD 83(2011) Z  -  4,498,174.541 (meters)                     COMP
 DN3791  LAPLACE CORR    -         -1.24  (seconds)                    DEFLEC18
 DN3791  DYNAMIC HEIGHT  -        282.013 (meters)      925.24  (feet) COMP
 DN3791  MODELED GRAVITY -    980,597.4   (mgal)                       NAVD 88
 DN3791
 DN3791  VERT ORDER      -  SECOND    CLASS I
 DN3791
 DN3791  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DN3791  Standards:
 DN3791         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DN3791            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DN3791  -------------------------------------------------------------------
 DN3791  NETWORK    0.41   0.53           0.19   0.14   0.27      0.01066102
 DN3791  -------------------------------------------------------------------
 DN3791  Click here for local accuracies and other accuracy information.
 DN3791
 DN3791.The horizontal coordinates were established by GPS observations
 DN3791.and adjusted by the National Geodetic Survey in June 2012.
 DN3791
 DN3791.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DN3791.been affixed to the stable North American tectonic plate. See 
 DN3791.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DN3791
 DN3791.The horizontal coordinates are valid at the epoch date displayed above
 DN3791.which is a decimal equivalence of Year/Month/Day.
 DN3791
 DN3791.The orthometric height was determined by differential leveling and
 DN3791.adjusted by the NATIONAL GEODETIC SURVEY
 DN3791.in August 2013.
 DN3791
 DN3791.Significant digits in the geoid height do not necessarily reflect accuracy.
 DN3791.GEOID18 height accuracy estimate available here.
 DN3791
 DN3791.Click photographs - Photos may exist for this station.
 DN3791
 DN3791.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DN3791
 DN3791.The Laplace correction was computed from DEFLEC18 derived deflections.
 DN3791
 DN3791.The ellipsoidal height was determined by GPS observations
 DN3791.and is referenced to NAD 83.
 DN3791
 DN3791.The dynamic height is computed by dividing the NAVD 88
 DN3791.geopotential number by the normal gravity value computed on the
 DN3791.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN3791.degrees latitude (g = 980.6199 gals.).
 DN3791
 DN3791.The modeled gravity was interpolated from observed gravity values.
 DN3791
 DN3791. The following values were computed from the NAD 83(2011) position.
 DN3791
 DN3791;                    North         East     Units Scale Factor Converg.
 DN3791;SPC MN S     -   337,742.861   875,510.964   MT  0.99998330   +0 40 22.4
 DN3791;SPC MN S     - 1,108,078.04  2,872,405.55   sFT  0.99998330   +0 40 22.4
 DN3791;UTM  15      - 4,998,018.260   496,854.627   MT  0.99960012   -0 01 42.1
 DN3791
 DN3791!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DN3791!SPC MN S     -   0.99996008  x   0.99998330  =   0.99994338
 DN3791!UTM  15      -   0.99996008  x   0.99960012  =   0.99956022
 DN3791
 DN3791:                Primary Azimuth Mark                     Grid Az
 DN3791:SPC MN S     -  0282 P                                   024 24 07.9
 DN3791:UTM  15      -  0282 P                                   025 06 12.4
 DN3791
 DN3791_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK9685498018(NAD 83)
 DN3791
 DN3791|---------------------------------------------------------------------|
 DN3791| PID    Reference Object                     Distance      Geod. Az  |
 DN3791|                                                           dddmmss.s |
 DN3791| DN3790 0282 P                              APPROX. 1.0 KM 0250430.3 |
 DN3791| DN3792 0282 R                              APPROX. 1.6 KM 0270626.3 |
 DN3791|---------------------------------------------------------------------|
 DN3791
 DN3791                          SUPERSEDED SURVEY CONTROL
 DN3791
 DN3791  NAD 83(2007)-  45 08 08.27227(N)    093 02 24.01034(W) AD(2002.00) 1
 DN3791  ELLIP H (09/16/11)  254.631  (m)                       GP(2002.00) 1 2
 DN3791  NAVD 88             282.02   (m)          925.3    (f) LEVELING    3  
 DN3791
 DN3791.Superseded values are not recommended for survey control.
 DN3791
 DN3791.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN3791.See file dsdata.pdf to determine how the superseded data were derived.
 DN3791
 DN3791_MARKER: I = METAL ROD
 DN3791_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DN3791_STAMPING: 0282 Q 2010
 DN3791_MARK LOGO: MNDT
 DN3791_PROJECTION: FLUSH
 DN3791_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DN3791_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DN3791_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DN3791+SATELLITE: SATELLITE OBSERVATIONS - April 14, 2020
 DN3791_ROD/PIPE-DEPTH: 6.1 meters
 DN3791
 DN3791  HISTORY     - Date     Condition        Report By
 DN3791  HISTORY     - 20101122 MONUMENTED       MNDT
 DN3791  HISTORY     - 20101124 GOOD             MNDT
 DN3791  HISTORY     - 20140505 GOOD             MNDT
 DN3791  HISTORY     - 20200414 GOOD             MNDT
 DN3791
 DN3791                          STATION DESCRIPTION
 DN3791
 DN3791'DESCRIBED BY MN DEPT OF TRANSP 2010
 DN3791'THE STATION MARK CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM ROD
 DN3791'DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL MARK REMOVABLE DISK SET
 DN3791'ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH PVC PIPE
 DN3791'BACKFILLED WITH WASHED SAND.
 DN3791
 DN3791                          STATION RECOVERY (2010)
 DN3791
 DN3791'RECOVERY NOTE BY MN DEPT OF TRANSP 2010 (MPP)
 DN3791'IN LINO LAKES, 2.1 MILES SOUTH ALONG INTERSTATE HIGHWAY 35E FROM
 DN3791'JUNCTION OF INTERSTATE HIGHWAY 35E AND COUNTY 14, AT INTERSTATE
 DN3791'HIGHWAY 35E MILEPOINT 121.30, 68.5 FEET EAST OF INTERSTATE HIGHWAY 35E
 DN3791'NORTHBOUND, 31 FEET WEST OF FENCE LINE, 1.5 FEET WEST OF WITNESS POST.
 DN3791
 DN3791                          STATION RECOVERY (2014)
 DN3791
 DN3791'RECOVERY NOTE BY MN DEPT OF TRANSP 2014 (DAS)
 DN3791'IN LINO LAKES, 2.1 MI (3.4 KM) SOUTH ALONG INTERSTATE HIGHWAY 35E
 DN3791'FROM THE JUNCTION OF INTERSTATE HIGHWAY 35E AND COUNTY 14, AT
 DN3791'INTERSTATE HIGHWAY 35E MILE POINT 121.30, 68.5 FT (20.9 M) EAST OF
 DN3791'INTERSTATE HIGHWAY 35E NORTHBOUND, 31 FT (9.4 M) WEST OF A FENCE LINE,
 DN3791'1.5 FT (0.5 M) WEST OF A WITNESS POST.
 DN3791
 DN3791                          STATION RECOVERY (2020)
 DN3791
 DN3791'RECOVERY NOTE BY MN DEPT OF TRANSP 2020 (MPP)
 DN3791'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DN3792 ***********************************************************************
 DN3792  DESIGNATION -  0282 R
 DN3792  PID         -  DN3792
 DN3792  STATE/COUNTY-  MN/ANOKA
 DN3792  COUNTRY     -  US
 DN3792  USGS QUAD   -  CENTERVILLE (2019)
 DN3792
 DN3792                         *CURRENT SURVEY CONTROL
 DN3792  ______________________________________________________________________
 DN3792* NAD 83(2011) POSITION- 45 08 53.36278(N) 093 01 51.39135(W)   ADJUSTED
 DN3792* NAD 83(2011) ELLIP HT-   255.296 (meters)        (06/27/12)   ADJUSTED
 DN3792* NAD 83(2011) EPOCH   -  2010.00
 DN3792* NAVD 88 ORTHO HEIGHT -   282.712 (meters)      927.53  (feet) ADJUSTED
 DN3792  ______________________________________________________________________
 DN3792  GEOID HEIGHT    -        -27.418 (meters)                     GEOID18
 DN3792  NAD 83(2011) X  -   -238,261.864 (meters)                     COMP
 DN3792  NAD 83(2011) Y  - -4,499,809.829 (meters)                     COMP
 DN3792  NAD 83(2011) Z  -  4,499,156.908 (meters)                     COMP
 DN3792  LAPLACE CORR    -         -0.96  (seconds)                    DEFLEC18
 DN3792  DYNAMIC HEIGHT  -        282.709 (meters)      927.52  (feet) COMP
 DN3792  MODELED GRAVITY -    980,598.7   (mgal)                       NAVD 88
 DN3792
 DN3792  VERT ORDER      -  SECOND    CLASS I
 DN3792
 DN3792  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DN3792  Standards:
 DN3792         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DN3792            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DN3792  -------------------------------------------------------------------
 DN3792  NETWORK    0.39   0.51           0.18   0.13   0.26     -0.07547623
 DN3792  -------------------------------------------------------------------
 DN3792  Click here for local accuracies and other accuracy information.
 DN3792
 DN3792.The horizontal coordinates were established by GPS observations
 DN3792.and adjusted by the National Geodetic Survey in June 2012.
 DN3792
 DN3792.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DN3792.been affixed to the stable North American tectonic plate. See 
 DN3792.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DN3792
 DN3792.The horizontal coordinates are valid at the epoch date displayed above
 DN3792.which is a decimal equivalence of Year/Month/Day.
 DN3792
 DN3792.The orthometric height was determined by differential leveling and
 DN3792.adjusted by the NATIONAL GEODETIC SURVEY
 DN3792.in August 2013.
 DN3792
 DN3792.Significant digits in the geoid height do not necessarily reflect accuracy.
 DN3792.GEOID18 height accuracy estimate available here.
 DN3792
 DN3792.Click photographs - Photos may exist for this station.
 DN3792
 DN3792.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DN3792
 DN3792.The Laplace correction was computed from DEFLEC18 derived deflections.
 DN3792
 DN3792.The ellipsoidal height was determined by GPS observations
 DN3792.and is referenced to NAD 83.
 DN3792
 DN3792.The dynamic height is computed by dividing the NAVD 88
 DN3792.geopotential number by the normal gravity value computed on the
 DN3792.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN3792.degrees latitude (g = 980.6199 gals.).
 DN3792
 DN3792.The modeled gravity was interpolated from observed gravity values.
 DN3792
 DN3792. The following values were computed from the NAD 83(2011) position.
 DN3792
 DN3792;                    North         East     Units Scale Factor Converg.
 DN3792;SPC MN S     -   339,143.130   876,207.114   MT  0.99998575   +0 40 45.3
 DN3792;SPC MN S     - 1,112,672.09  2,874,689.51   sFT  0.99998575   +0 40 45.3
 DN3792;UTM  15      - 4,999,409.370   497,567.587   MT  0.99960007   -0 01 19.0
 DN3792
 DN3792!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DN3792!SPC MN S     -   0.99995998  x   0.99998575  =   0.99994573
 DN3792!UTM  15      -   0.99995998  x   0.99960007  =   0.99956006
 DN3792
 DN3792:                Primary Azimuth Mark                     Grid Az
 DN3792:SPC MN S     -  0282 Q                                   206 26 04.1
 DN3792:UTM  15      -  0282 Q                                   207 08 08.4
 DN3792
 DN3792_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK9756799409(NAD 83)
 DN3792
 DN3792|---------------------------------------------------------------------|
 DN3792| PID    Reference Object                     Distance      Geod. Az  |
 DN3792|                                                           dddmmss.s |
 DN3792| DN3791 0282 Q                              APPROX. 1.6 KM 2070649.4 |
 DN3792| DN3789 0282 N                              APPROX. 0.9 KM 3543852.3 |
 DN3792|---------------------------------------------------------------------|
 DN3792
 DN3792                          SUPERSEDED SURVEY CONTROL
 DN3792
 DN3792  NAD 83(2007)-  45 08 53.36292(N)    093 01 51.39224(W) AD(2002.00) 1
 DN3792  ELLIP H (09/16/11)  255.320  (m)                       GP(2002.00) 1 2
 DN3792  NAVD 88             282.71   (m)          927.5    (f) LEVELING    3  
 DN3792
 DN3792.Superseded values are not recommended for survey control.
 DN3792
 DN3792.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN3792.See file dsdata.pdf to determine how the superseded data were derived.
 DN3792
 DN3792_MARKER: I = METAL ROD
 DN3792_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DN3792_STAMPING: 0282 R 2010
 DN3792_MARK LOGO: MNDT
 DN3792_PROJECTION: RECESSED 5 CENTIMETERS
 DN3792_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DN3792_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DN3792_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DN3792+SATELLITE: SATELLITE OBSERVATIONS - November 23, 2010
 DN3792_ROD/PIPE-DEPTH: 4.6 meters
 DN3792
 DN3792  HISTORY     - Date     Condition        Report By
 DN3792  HISTORY     - 20101123 MONUMENTED       MNDT
 DN3792  HISTORY     - 20101123 GOOD             MNDT
 DN3792
 DN3792                          STATION DESCRIPTION
 DN3792
 DN3792'DESCRIBED BY MN DEPT OF TRANSP 2010
 DN3792'IN LINO LAKES, 1.1 MILES SOUTH ALONG INTERSTATE HIGHWAY 35E FROM
 DN3792'JUNCTION OF INTERSTATE HIGHWAY 35E AND COUNTY 14, AT INTERSTATE
 DN3792'HIGHWAY 35E MILEPOINT 122.30, 69.4 FEET EAST OF INTERSTATE HIGHWAY 35E
 DN3792'NORTHBOUND, 20.0 FEET WEST OF FENCE LINE, 1.2 FEET WEST OF WITNESS
 DN3792'POST.
 DN3792
 DN3792                          STATION RECOVERY (2010)
 DN3792
 DN3792'RECOVERY NOTE BY MN DEPT OF TRANSP 2010 (MPP)
 DN3792'RECOVERED AS DESCRIBED.
 DN3792'
 DN3792'NOTE - THE STATION MARK CONSISTS OF A 3/4 INCH (19 MM) DIAMETER
 DN3792'ALUMINUM ROD DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL MARK
 DN3792'REMOVABLE DISK SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY
 DN3792'A SIX-INCH PVC PIPE BACKFILLED WITH WASHED SAND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DN3793 ***********************************************************************
 DN3793  DESIGNATION -  0282 S
 DN3793  PID         -  DN3793
 DN3793  STATE/COUNTY-  MN/ANOKA
 DN3793  COUNTRY     -  US
 DN3793  USGS QUAD   -  CENTERVILLE (2019)
 DN3793
 DN3793                         *CURRENT SURVEY CONTROL
 DN3793  ______________________________________________________________________
 DN3793* NAD 83(2011) POSITION- 45 09 50.00622(N) 093 01 48.45426(W)   ADJUSTED
 DN3793* NAD 83(2011) ELLIP HT-   256.492 (meters)        (06/27/12)   ADJUSTED
 DN3793* NAD 83(2011) EPOCH   -  2010.00
 DN3793* NAVD 88 ORTHO HEIGHT -   283.909 (meters)      931.46  (feet) ADJUSTED
 DN3793  ______________________________________________________________________
 DN3793  GEOID HEIGHT    -        -27.425 (meters)                     GEOID18
 DN3793  NAD 83(2011) X  -   -238,132.292 (meters)                     COMP
 DN3793  NAD 83(2011) Y  - -4,498,575.919 (meters)                     COMP
 DN3793  NAD 83(2011) Z  -  4,500,390.900 (meters)                     COMP
 DN3793  LAPLACE CORR    -         -0.51  (seconds)                    DEFLEC18
 DN3793  DYNAMIC HEIGHT  -        283.907 (meters)      931.45  (feet) COMP
 DN3793  MODELED GRAVITY -    980,600.1   (mgal)                       NAVD 88
 DN3793
 DN3793  VERT ORDER      -  SECOND    CLASS I
 DN3793
 DN3793  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DN3793  Standards:
 DN3793         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DN3793            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DN3793  -------------------------------------------------------------------
 DN3793  NETWORK    0.38   0.51           0.18   0.12   0.26     -0.08378350
 DN3793  -------------------------------------------------------------------
 DN3793  Click here for local accuracies and other accuracy information.
 DN3793
 DN3793.The horizontal coordinates were established by GPS observations
 DN3793.and adjusted by the National Geodetic Survey in June 2012.
 DN3793
 DN3793.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DN3793.been affixed to the stable North American tectonic plate. See 
 DN3793.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DN3793
 DN3793.The horizontal coordinates are valid at the epoch date displayed above
 DN3793.which is a decimal equivalence of Year/Month/Day.
 DN3793
 DN3793.The orthometric height was determined by differential leveling and
 DN3793.adjusted by the NATIONAL GEODETIC SURVEY
 DN3793.in August 2013.
 DN3793
 DN3793.Significant digits in the geoid height do not necessarily reflect accuracy.
 DN3793.GEOID18 height accuracy estimate available here.
 DN3793
 DN3793.Click photographs - Photos may exist for this station.
 DN3793
 DN3793.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DN3793
 DN3793.The Laplace correction was computed from DEFLEC18 derived deflections.
 DN3793
 DN3793.The ellipsoidal height was determined by GPS observations
 DN3793.and is referenced to NAD 83.
 DN3793
 DN3793.The dynamic height is computed by dividing the NAVD 88
 DN3793.geopotential number by the normal gravity value computed on the
 DN3793.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN3793.degrees latitude (g = 980.6199 gals.).
 DN3793
 DN3793.The modeled gravity was interpolated from observed gravity values.
 DN3793
 DN3793. The following values were computed from the NAD 83(2011) position.
 DN3793
 DN3793;                    North         East     Units Scale Factor Converg.
 DN3793;SPC MN S     -   340,892.373   876,250.524   MT  0.99998890   +0 40 47.3
 DN3793;SPC MN S     - 1,118,411.06  2,874,831.93   sFT  0.99998890   +0 40 47.3
 DN3793;UTM  15      - 5,001,157.274   497,632.375   MT  0.99960007   -0 01 16.9
 DN3793
 DN3793!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DN3793!SPC MN S     -   0.99995979  x   0.99998890  =   0.99994869
 DN3793!UTM  15      -   0.99995979  x   0.99960007  =   0.99955987
 DN3793
 DN3793:                Primary Azimuth Mark                     Grid Az
 DN3793:SPC MN S     -  0282 R                                   181 25 17.7
 DN3793:UTM  15      -  0282 R                                   182 07 21.9
 DN3793
 DN3793_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL9763201157(NAD 83)
 DN3793
 DN3793|---------------------------------------------------------------------|
 DN3793| PID    Reference Object                     Distance      Geod. Az  |
 DN3793|                                                           dddmmss.s |
 DN3793| DN3792 0282 R                              APPROX. 1.7 KM 1820605.0 |
 DN3793| DN3789 0282 N                              APPROX. 0.9 KM 1895059.6 |
 DN3793|---------------------------------------------------------------------|
 DN3793
 DN3793                          SUPERSEDED SURVEY CONTROL
 DN3793
 DN3793  NAD 83(2007)-  45 09 50.00635(N)    093 01 48.45519(W) AD(2002.00) 1
 DN3793  ELLIP H (09/16/11)  256.513  (m)                       GP(2002.00) 1 2
 DN3793  NAVD 88             283.91   (m)          931.5    (f) LEVELING    3  
 DN3793
 DN3793.Superseded values are not recommended for survey control.
 DN3793
 DN3793.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN3793.See file dsdata.pdf to determine how the superseded data were derived.
 DN3793
 DN3793_MARKER: I = METAL ROD
 DN3793_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DN3793_STAMPING: 0282 S 2010
 DN3793_MARK LOGO: MNDT
 DN3793_PROJECTION: RECESSED 3 CENTIMETERS
 DN3793_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DN3793_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DN3793_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DN3793+SATELLITE: SATELLITE OBSERVATIONS - January 03, 2011
 DN3793_ROD/PIPE-DEPTH: 6.1 meters
 DN3793
 DN3793  HISTORY     - Date     Condition        Report By
 DN3793  HISTORY     - 20101124 MONUMENTED       MNDT
 DN3793  HISTORY     - 20110103 GOOD             MNDT
 DN3793
 DN3793                          STATION DESCRIPTION
 DN3793
 DN3793'DESCRIBED BY MN DEPT OF TRANSP 2010
 DN3793'IN LINO LAKES, AT JUNCTION OF INTERSTATE HIGHWAY 35E AND COUNTY 14, AT
 DN3793'INTERSTATE HIGHWAY 35E MILEPOINT 123.4, 350 FEET EAST OF INTERSTATE
 DN3793'HIGHWAY 35E NORTHBOUND, 30 FEET SOUTH OF COUNTY ROAD 14 EASTBOUND.
 DN3793
 DN3793                          STATION RECOVERY (2011)
 DN3793
 DN3793'RECOVERY NOTE BY MN DEPT OF TRANSP 2011 (MPP)
 DN3793'RECOVERED AS DESCRIBED.
 DN3793'
 DN3793'NOTE - THE STATION MARK CONSISTS OF A 3/4 INCH (19 MM) DIAMETER
 DN3793'ALUMINUM ROD DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL MARK
 DN3793'REMOVABLE DISK SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY
 DN3793'A SIX-INCH PVC PIPE BACKFILLED WITH WASHED SAND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DN3794 ***********************************************************************
 DN3794  DESIGNATION -  0282 T
 DN3794  PID         -  DN3794
 DN3794  STATE/COUNTY-  MN/ANOKA
 DN3794  COUNTRY     -  US
 DN3794  USGS QUAD   -  CENTERVILLE (2019)
 DN3794
 DN3794                         *CURRENT SURVEY CONTROL
 DN3794  ______________________________________________________________________
 DN3794* NAD 83(2011) POSITION- 45 10 39.34997(N) 093 01 45.49201(W)   ADJUSTED
 DN3794* NAD 83(2011) ELLIP HT-   249.641 (meters)        (06/27/12)   ADJUSTED
 DN3794* NAD 83(2011) EPOCH   -  2010.00
 DN3794* NAVD 88 ORTHO HEIGHT -   277.065 (meters)      909.00  (feet) ADJUSTED
 DN3794  ______________________________________________________________________
 DN3794  GEOID HEIGHT    -        -27.435 (meters)                     GEOID18
 DN3794  NAD 83(2011) X  -   -238,010.337 (meters)                     COMP
 DN3794  NAD 83(2011) Y  - -4,497,495.652 (meters)                     COMP
 DN3794  NAD 83(2011) Z  -  4,501,459.994 (meters)                     COMP
 DN3794  LAPLACE CORR    -         -0.06  (seconds)                    DEFLEC18
 DN3794  DYNAMIC HEIGHT  -        277.063 (meters)      909.00  (feet) COMP
 DN3794  MODELED GRAVITY -    980,600.9   (mgal)                       NAVD 88
 DN3794
 DN3794  VERT ORDER      -  SECOND    CLASS I
 DN3794
 DN3794  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DN3794  Standards:
 DN3794         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DN3794            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DN3794  -------------------------------------------------------------------
 DN3794  NETWORK    0.41   0.53           0.19   0.13   0.27     -0.08978059
 DN3794  -------------------------------------------------------------------
 DN3794  Click here for local accuracies and other accuracy information.
 DN3794
 DN3794.The horizontal coordinates were established by GPS observations
 DN3794.and adjusted by the National Geodetic Survey in June 2012.
 DN3794
 DN3794.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DN3794.been affixed to the stable North American tectonic plate. See 
 DN3794.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DN3794
 DN3794.The horizontal coordinates are valid at the epoch date displayed above
 DN3794.which is a decimal equivalence of Year/Month/Day.
 DN3794
 DN3794.The orthometric height was determined by differential leveling and
 DN3794.adjusted by the NATIONAL GEODETIC SURVEY
 DN3794.in August 2013.
 DN3794
 DN3794.Significant digits in the geoid height do not necessarily reflect accuracy.
 DN3794.GEOID18 height accuracy estimate available here.
 DN3794
 DN3794.Click photographs - Photos may exist for this station.
 DN3794
 DN3794.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DN3794
 DN3794.The Laplace correction was computed from DEFLEC18 derived deflections.
 DN3794
 DN3794.The ellipsoidal height was determined by GPS observations
 DN3794.and is referenced to NAD 83.
 DN3794
 DN3794.The dynamic height is computed by dividing the NAVD 88
 DN3794.geopotential number by the normal gravity value computed on the
 DN3794.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN3794.degrees latitude (g = 980.6199 gals.).
 DN3794
 DN3794.The modeled gravity was interpolated from observed gravity values.
 DN3794
 DN3794. The following values were computed from the NAD 83(2011) position.
 DN3794
 DN3794;                    North         East     Units Scale Factor Converg.
 DN3794;SPC MN S     -   342,416.303   876,297.124   MT  0.99999170   +0 40 49.4
 DN3794;SPC MN S     - 1,123,410.82  2,874,984.81   sFT  0.99999170   +0 40 49.4
 DN3794;UTM  15      - 5,002,679.925   497,697.595   MT  0.99960007   -0 01 14.8
 DN3794
 DN3794!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DN3794!SPC MN S     -   0.99996086  x   0.99999170  =   0.99995256
 DN3794!UTM  15      -   0.99996086  x   0.99960007  =   0.99956095
 DN3794
 DN3794:                Primary Azimuth Mark                     Grid Az
 DN3794:SPC MN S     -  0282 S                                   181 45 05.4
 DN3794:UTM  15      -  0282 S                                   182 27 09.6
 DN3794
 DN3794_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL9769702679(NAD 83)
 DN3794
 DN3794|---------------------------------------------------------------------|
 DN3794| PID    Reference Object                     Distance      Geod. Az  |
 DN3794|                                                           dddmmss.s |
 DN3794| DN3793 0282 S                              APPROX. 1.5 KM 1822554.8 |
 DN3794| DN3788 0282 M                              APPROX. 0.8 KM 1871944.4 |
 DN3794| DN3787 0282 L                              APPROX. 0.8 KM 3531439.0 |
 DN3794|---------------------------------------------------------------------|
 DN3794
 DN3794                          SUPERSEDED SURVEY CONTROL
 DN3794
 DN3794  NAD 83(2007)-  45 10 39.35011(N)    093 01 45.49295(W) AD(2002.00) 1
 DN3794  ELLIP H (09/16/11)  249.663  (m)                       GP(2002.00) 1 2
 DN3794  NAVD 88             277.07   (m)          909.0    (f) LEVELING    3  
 DN3794
 DN3794.Superseded values are not recommended for survey control.
 DN3794
 DN3794.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN3794.See file dsdata.pdf to determine how the superseded data were derived.
 DN3794
 DN3794_MARKER: I = METAL ROD
 DN3794_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DN3794_STAMPING: 0282 T 2010
 DN3794_MARK LOGO: MNDT
 DN3794_PROJECTION: RECESSED 5 CENTIMETERS
 DN3794_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DN3794_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DN3794_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DN3794+SATELLITE: SATELLITE OBSERVATIONS - April 14, 2020
 DN3794_ROD/PIPE-DEPTH: 6.1 meters
 DN3794
 DN3794  HISTORY     - Date     Condition        Report By
 DN3794  HISTORY     - 20101123 MONUMENTED       MNDT
 DN3794  HISTORY     - 20110102 GOOD             MNDT
 DN3794  HISTORY     - 20200414 GOOD             MNDT
 DN3794
 DN3794                          STATION DESCRIPTION
 DN3794
 DN3794'DESCRIBED BY MN DEPT OF TRANSP 2010
 DN3794'IN LINO LAKES, 0.9 MILE NORTH ALONG INTERSTATE HIGHWAY 35E FROM
 DN3794'JUNCTION OF INTERSTATE HIGHWAY 35E AND COUNTY 14, AT INTERSTATE
 DN3794'HIGHWAY 35E MILEPOINT 124.35, 93.3 FEET EAST OF INTERSTATE HIGHWAY 35E
 DN3794'NORTHBOUND, 7.0 FEET WEST OF FENCE LINE, 1.1 EAST OF WITNESS POST.
 DN3794
 DN3794                          STATION RECOVERY (2011)
 DN3794
 DN3794'RECOVERY NOTE BY MN DEPT OF TRANSP 2011 (MPP)
 DN3794'RECOVERED AS DESCRIBED.
 DN3794'
 DN3794'NOTE - THE STATION MARK CONSISTS OF A 3/4 INCH (19 MM) DIAMETER
 DN3794'ALUMINUM ROD DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL MARK
 DN3794'REMOVABLE DISK SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY
 DN3794'A SIX-INCH PVC PIPE BACKFILLED WITH WASHED SAND.
 DN3794
 DN3794                          STATION RECOVERY (2020)
 DN3794
 DN3794'RECOVERY NOTE BY MN DEPT OF TRANSP 2020 (MPP)
 DN3794'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DN3795 ***********************************************************************
 DN3795  DESIGNATION -  0282 U
 DN3795  PID         -  DN3795
 DN3795  STATE/COUNTY-  MN/ANOKA
 DN3795  COUNTRY     -  US
 DN3795  USGS QUAD   -  CENTERVILLE (2019)
 DN3795
 DN3795                         *CURRENT SURVEY CONTROL
 DN3795  ______________________________________________________________________
 DN3795* NAD 83(2011) POSITION- 45 11 26.87886(N) 093 01 45.44126(W)   ADJUSTED
 DN3795* NAD 83(2011) ELLIP HT-   250.144 (meters)        (06/27/12)   ADJUSTED
 DN3795* NAD 83(2011) EPOCH   -  2010.00
 DN3795* NAVD 88 ORTHO HEIGHT -   277.580 (meters)      910.69  (feet) ADJUSTED
 DN3795  ______________________________________________________________________
 DN3795  GEOID HEIGHT    -        -27.447 (meters)                     GEOID18
 DN3795  NAD 83(2011) X  -   -237,954.242 (meters)                     COMP
 DN3795  NAD 83(2011) Y  - -4,496,456.638 (meters)                     COMP
 DN3795  NAD 83(2011) Z  -  4,502,494.561 (meters)                     COMP
 DN3795  LAPLACE CORR    -          0.44  (seconds)                    DEFLEC18
 DN3795  DYNAMIC HEIGHT  -        277.578 (meters)      910.69  (feet) COMP
 DN3795  MODELED GRAVITY -    980,601.5   (mgal)                       NAVD 88
 DN3795
 DN3795  VERT ORDER      -  SECOND    CLASS I
 DN3795
 DN3795  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DN3795  Standards:
 DN3795         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DN3795            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DN3795  -------------------------------------------------------------------
 DN3795  NETWORK    0.34   0.47           0.16   0.11   0.24     -0.09432338
 DN3795  -------------------------------------------------------------------
 DN3795  Click here for local accuracies and other accuracy information.
 DN3795
 DN3795.The horizontal coordinates were established by GPS observations
 DN3795.and adjusted by the National Geodetic Survey in June 2012.
 DN3795
 DN3795.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DN3795.been affixed to the stable North American tectonic plate. See 
 DN3795.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DN3795
 DN3795.The horizontal coordinates are valid at the epoch date displayed above
 DN3795.which is a decimal equivalence of Year/Month/Day.
 DN3795
 DN3795.The orthometric height was determined by differential leveling and
 DN3795.adjusted by the NATIONAL GEODETIC SURVEY
 DN3795.in August 2013.
 DN3795
 DN3795.Significant digits in the geoid height do not necessarily reflect accuracy.
 DN3795.GEOID18 height accuracy estimate available here.
 DN3795
 DN3795.Click photographs - Photos may exist for this station.
 DN3795
 DN3795.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DN3795
 DN3795.The Laplace correction was computed from DEFLEC18 derived deflections.
 DN3795
 DN3795.The ellipsoidal height was determined by GPS observations
 DN3795.and is referenced to NAD 83.
 DN3795
 DN3795.The dynamic height is computed by dividing the NAVD 88
 DN3795.geopotential number by the normal gravity value computed on the
 DN3795.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN3795.degrees latitude (g = 980.6199 gals.).
 DN3795
 DN3795.The modeled gravity was interpolated from observed gravity values.
 DN3795
 DN3795. The following values were computed from the NAD 83(2011) position.
 DN3795
 DN3795;                    North         East     Units Scale Factor Converg.
 DN3795;SPC MN S     -   343,883.464   876,280.808   MT  0.99999445   +0 40 49.4
 DN3795;SPC MN S     - 1,128,224.33  2,874,931.28   sFT  0.99999445   +0 40 49.4
 DN3795;UTM  15      - 5,004,146.599   497,699.234   MT  0.99960007   -0 01 14.8
 DN3795
 DN3795!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DN3795!SPC MN S     -   0.99996078  x   0.99999445  =   0.99995523
 DN3795!UTM  15      -   0.99996078  x   0.99960007  =   0.99956087
 DN3795
 DN3795:                Primary Azimuth Mark                     Grid Az
 DN3795:SPC MN S     -  0282 L                                   186 23 16.8
 DN3795:UTM  15      -  0282 L                                   187 05 21.0
 DN3795
 DN3795_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL9769904146(NAD 83)
 DN3795
 DN3795|---------------------------------------------------------------------|
 DN3795| PID    Reference Object                     Distance      Geod. Az  |
 DN3795|                                                           dddmmss.s |
 DN3795| DN3787 0282 L                              APPROX. 0.7 KM 1870406.2 |
 DN3795|---------------------------------------------------------------------|
 DN3795
 DN3795                          SUPERSEDED SURVEY CONTROL
 DN3795
 DN3795  NAD 83(2007)-  45 11 26.87900(N)    093 01 45.44214(W) AD(2002.00) 1
 DN3795  ELLIP H (09/16/11)  250.162  (m)                       GP(2002.00) 1 2
 DN3795  NAVD 88             277.58   (m)          910.7    (f) LEVELING    3  
 DN3795
 DN3795.Superseded values are not recommended for survey control.
 DN3795
 DN3795.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN3795.See file dsdata.pdf to determine how the superseded data were derived.
 DN3795
 DN3795_MARKER: I = METAL ROD
 DN3795_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DN3795_STAMPING: 0282 U 2010
 DN3795_MARK LOGO: MNDT
 DN3795_PROJECTION: RECESSED 5 CENTIMETERS
 DN3795_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DN3795_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DN3795_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DN3795+SATELLITE: SATELLITE OBSERVATIONS - January 10, 2011
 DN3795_ROD/PIPE-DEPTH: 10.1 meters
 DN3795
 DN3795  HISTORY     - Date     Condition        Report By
 DN3795  HISTORY     - 20101124 MONUMENTED       MNDT
 DN3795  HISTORY     - 20110110 GOOD             MNDT
 DN3795
 DN3795                          STATION DESCRIPTION
 DN3795
 DN3795'DESCRIBED BY MN DEPT OF TRANSP 2010
 DN3795'IN LINO LAKES, 1.85 MILES NORTH ALONG INTERSTATE HIGHWAY 35E FROM
 DN3795'JUNCTION OF INTERSTATE HIGHWAY 35E AND COUNTY 14, AT INTERSTATE
 DN3795'HIGHWAY 35E MILEPOINT 125.35, 95.1 FEET EAST OF INTERSTATE HIGHWAY 35E
 DN3795'NORTHBOUND, 5.0 FEET WEST OF FENCE LINE, 1.2 FEET WEST OF WITNESS
 DN3795'POST.
 DN3795
 DN3795                          STATION RECOVERY (2011)
 DN3795
 DN3795'RECOVERY NOTE BY MN DEPT OF TRANSP 2011 (MPP)
 DN3795'RECOVERED AS DESCRIBED.
 DN3795'
 DN3795'NOTE - THE STATION MARK CONSISTS OF A 3/4 INCH (19 MM) DIAMETER
 DN3795'ALUMINUM ROD DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL MARK
 DN3795'REMOVABLE DISK SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY
 DN3795'A SIX-INCH PVC PIPE BACKFILLED WITH WASHED SAND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DN3796 ***********************************************************************
 DN3796  DESIGNATION -  0282 V
 DN3796  PID         -  DN3796
 DN3796  STATE/COUNTY-  MN/ANOKA
 DN3796  COUNTRY     -  US
 DN3796  USGS QUAD   -  CENTERVILLE (2019)
 DN3796
 DN3796                         *CURRENT SURVEY CONTROL
 DN3796  ______________________________________________________________________
 DN3796* NAD 83(2011) POSITION- 45 12 17.64626(N) 093 01 44.39305(W)   ADJUSTED
 DN3796* NAD 83(2011) ELLIP HT-   248.670 (meters)        (06/27/12)   ADJUSTED
 DN3796* NAD 83(2011) EPOCH   -  2010.00
 DN3796* NAVD 88 ORTHO HEIGHT -   276.121 (meters)      905.91  (feet) ADJUSTED
 DN3796  ______________________________________________________________________
 DN3796  GEOID HEIGHT    -        -27.464 (meters)                     GEOID18
 DN3796  NAD 83(2011) X  -   -237,872.574 (meters)                     COMP
 DN3796  NAD 83(2011) Y  - -4,495,346.293 (meters)                     COMP
 DN3796  NAD 83(2011) Z  -  4,503,597.932 (meters)                     COMP
 DN3796  LAPLACE CORR    -          0.94  (seconds)                    DEFLEC18
 DN3796  DYNAMIC HEIGHT  -        276.120 (meters)      905.90  (feet) COMP
 DN3796  MODELED GRAVITY -    980,601.7   (mgal)                       NAVD 88
 DN3796
 DN3796  VERT ORDER      -  SECOND    CLASS I
 DN3796
 DN3796  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DN3796  Standards:
 DN3796         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DN3796            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DN3796  -------------------------------------------------------------------
 DN3796  NETWORK    0.33   0.47           0.15   0.11   0.24     -0.08973307
 DN3796  -------------------------------------------------------------------
 DN3796  Click here for local accuracies and other accuracy information.
 DN3796
 DN3796.The horizontal coordinates were established by GPS observations
 DN3796.and adjusted by the National Geodetic Survey in June 2012.
 DN3796
 DN3796.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DN3796.been affixed to the stable North American tectonic plate. See 
 DN3796.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DN3796
 DN3796.The horizontal coordinates are valid at the epoch date displayed above
 DN3796.which is a decimal equivalence of Year/Month/Day.
 DN3796
 DN3796.The orthometric height was determined by differential leveling and
 DN3796.adjusted by the NATIONAL GEODETIC SURVEY
 DN3796.in August 2013.
 DN3796
 DN3796.Significant digits in the geoid height do not necessarily reflect accuracy.
 DN3796.GEOID18 height accuracy estimate available here.
 DN3796
 DN3796.Click photographs - Photos may exist for this station.
 DN3796
 DN3796.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DN3796
 DN3796.The Laplace correction was computed from DEFLEC18 derived deflections.
 DN3796
 DN3796.The ellipsoidal height was determined by GPS observations
 DN3796.and is referenced to NAD 83.
 DN3796
 DN3796.The dynamic height is computed by dividing the NAVD 88
 DN3796.geopotential number by the normal gravity value computed on the
 DN3796.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN3796.degrees latitude (g = 980.6199 gals.).
 DN3796
 DN3796.The modeled gravity was interpolated from observed gravity values.
 DN3796
 DN3796. The following values were computed from the NAD 83(2011) position.
 DN3796
 DN3796;                    North         East     Units Scale Factor Converg.
 DN3796;SPC MN S     -   345,450.860   876,285.072   MT  0.99999745   +0 40 50.2
 DN3796;SPC MN S     - 1,133,366.70  2,874,945.27   sFT  0.99999745   +0 40 50.2
 DN3796;UTM  15      - 5,005,713.205   497,722.669   MT  0.99960006   -0 01 14.1
 DN3796
 DN3796!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DN3796!SPC MN S     -   0.99996101  x   0.99999745  =   0.99995846
 DN3796!UTM  15      -   0.99996101  x   0.99960006  =   0.99956109
 DN3796
 DN3796:                Primary Azimuth Mark                     Grid Az
 DN3796:SPC MN S     -  0282 U                                   180 09 21.0
 DN3796:UTM  15      -  0282 U                                   180 51 25.3
 DN3796
 DN3796_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL9772205713(NAD 83)
 DN3796
 DN3796|---------------------------------------------------------------------|
 DN3796| PID    Reference Object                     Distance      Geod. Az  |
 DN3796|                                                           dddmmss.s |
 DN3796| DN3795 0282 U                              APPROX. 1.6 KM 1805011.2 |
 DN3796| DN3786 0282 K                              APPROX. 0.9 KM 1860725.5 |
 DN3796|---------------------------------------------------------------------|
 DN3796
 DN3796                          SUPERSEDED SURVEY CONTROL
 DN3796
 DN3796  NAD 83(2007)-  45 12 17.64640(N)    093 01 44.39392(W) AD(2002.00) 1
 DN3796  ELLIP H (09/16/11)  248.689  (m)                       GP(2002.00) 1 2
 DN3796  NAVD 88             276.12   (m)          905.9    (f) LEVELING    3  
 DN3796
 DN3796.Superseded values are not recommended for survey control.
 DN3796
 DN3796.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN3796.See file dsdata.pdf to determine how the superseded data were derived.
 DN3796
 DN3796_MARKER: I = METAL ROD
 DN3796_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DN3796_STAMPING: 0282 V 2010
 DN3796_MARK LOGO: MNDT
 DN3796_PROJECTION: RECESSED 5 CENTIMETERS
 DN3796_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DN3796_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DN3796_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DN3796+SATELLITE: SATELLITE OBSERVATIONS - May 05, 2014
 DN3796_ROD/PIPE-DEPTH: 7.6 meters
 DN3796
 DN3796  HISTORY     - Date     Condition        Report By
 DN3796  HISTORY     - 20101124 MONUMENTED       MNDT
 DN3796  HISTORY     - 20110109 GOOD             MNDT
 DN3796  HISTORY     - 20140505 GOOD             MNDT
 DN3796
 DN3796                          STATION DESCRIPTION
 DN3796
 DN3796'DESCRIBED BY MN DEPT OF TRANSP 2010
 DN3796'IN LINO LAKES, 2.8 MILES NORTH ALONG INTERSTATE HIGHWAY 35E FROM
 DN3796'JUNCTION OF INTERSTATE HIGHWAY 35E AND COUNTY 14, AT INTERSTATE
 DN3796'HIGHWAY 35E MILEPOINT 126.25, 95.4 FEET EAST OF INTERSTATE HIGHWAY 35E
 DN3796'NORTHBOUND, 5.5 FEET WEST OF FENCE LINE, 1.2 FEET WEST OF WITNESS
 DN3796'POST.
 DN3796
 DN3796                          STATION RECOVERY (2011)
 DN3796
 DN3796'RECOVERY NOTE BY MN DEPT OF TRANSP 2011 (MPP)
 DN3796'RECOVERED AS DESCRIBED.
 DN3796'
 DN3796'NOTE - THE STATION MARK CONSISTS OF A 3/4 INCH (19 MM) DIAMETER
 DN3796'ALUMINUM ROD DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL MARK
 DN3796'REMOVABLE DISK SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY
 DN3796'A SIX-INCH PVC PIPE BACKFILLED WITH WASHED SAND.
 DN3796
 DN3796                          STATION RECOVERY (2014)
 DN3796
 DN3796'RECOVERY NOTE BY MN DEPT OF TRANSP 2014 (DAS)
 DN3796'IN LINO LAKES, 2.8 MI (4.5 KM) NORTH ALONG INTERSTATE HIGHWAY 35E
 DN3796'FROM THE JUNCTION OF INTERSTATE HIGHWAY 35E AND COUNTY 14, AT
 DN3796'INTERSTATE HIGHWAY 35E MILE POINT 126.25, 95.4 FT (29.1 M) EAST OF
 DN3796'NORTHBOUND INTERSTATE HIGHWAY 35E, 5.5 FT (1.7 M) WEST OF A FENCE
 DN3796'LINE, 1.2 FT (0.4 M) WEST OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 QO0770 ***********************************************************************
 QO0770  DESIGNATION -  0283 A
 QO0770  PID         -  QO0770
 QO0770  STATE/COUNTY-  MN/ANOKA
 QO0770  COUNTRY     -  US
 QO0770  USGS QUAD   -  LINWOOD (2019)
 QO0770
 QO0770                         *CURRENT SURVEY CONTROL
 QO0770  ______________________________________________________________________
 QO0770* NAD 83(1986) POSITION- 45 15 01.49   (N) 093 01 26.95   (W)   HD_HELD1
 QO0770* NAVD 88 ORTHO HEIGHT -   279.931 (meters)      918.41  (feet) ADJUSTED
 QO0770  ______________________________________________________________________
 QO0770  GEOID HEIGHT    -        -27.548 (meters)                     GEOID18
 QO0770  DYNAMIC HEIGHT  -        279.928 (meters)      918.40  (feet) COMP
 QO0770  MODELED GRAVITY -    980,599.3   (mgal)                       NAVD 88
 QO0770
 QO0770  VERT ORDER      -  SECOND    CLASS I
 QO0770
 QO0770.The horizontal coordinates were determined by differentially corrected
 QO0770.hand held GPS observations or other comparable positioning techniques
 QO0770.and have an estimated accuracy of +/- 3 meters.
 QO0770
 QO0770.The orthometric height was determined by differential leveling and
 QO0770.adjusted by the NATIONAL GEODETIC SURVEY
 QO0770.in March 2011.
 QO0770
 QO0770.Significant digits in the geoid height do not necessarily reflect accuracy.
 QO0770.GEOID18 height accuracy estimate available here.
 QO0770
 QO0770.Click photographs - Photos may exist for this station.
 QO0770
 QO0770.The dynamic height is computed by dividing the NAVD 88
 QO0770.geopotential number by the normal gravity value computed on the
 QO0770.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QO0770.degrees latitude (g = 980.6199 gals.).
 QO0770
 QO0770.The modeled gravity was interpolated from observed gravity values.
 QO0770
 QO0770;                    North         East    Units  Estimated Accuracy
 QO0770;SPC MN S     -   350,513.1     876,605.3     MT  (+/- 3 meters HH1 GPS) 
 QO0770
 QO0770_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL9810410769(NAD 83)
 QO0770
 QO0770                          SUPERSEDED SURVEY CONTROL
 QO0770
 QO0770  NAVD 88 (06/15/91)  279.923  (m)          918.38   (f) SUPERSEDED  2 0
 QO0770  NGVD 29 (??/??/92)  279.881  (m)          918.24   (f) ADJ UNCH    2 0
 QO0770
 QO0770.Superseded values are not recommended for survey control.
 QO0770
 QO0770.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QO0770.See file dsdata.pdf to determine how the superseded data were derived.
 QO0770
 QO0770_MARKER: DB = BENCH MARK DISK
 QO0770_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 QO0770_SP_SET: BRIDGE ABUTMENT
 QO0770_STAMPING: 0283 A 1970
 QO0770_MARK LOGO: MNHD
 QO0770_MAGNETIC: N = NO MAGNETIC MATERIAL
 QO0770_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QO0770_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 QO0770+SATELLITE: SATELLITE OBSERVATIONS - March 16, 2015
 QO0770
 QO0770  HISTORY     - Date     Condition        Report By
 QO0770  HISTORY     - 19700401 MONUMENTED       MNHD
 QO0770  HISTORY     - 1987     GOOD             USPSQD
 QO0770  HISTORY     - 20051012 GOOD             USPSQD
 QO0770  HISTORY     - 20090305 GOOD             MNDT
 QO0770  HISTORY     - 20101115 GOOD             MNDT
 QO0770  HISTORY     - 20140422 GOOD             MNDT
 QO0770  HISTORY     - 20150316 GOOD             MNDT
 QO0770
 QO0770                          STATION DESCRIPTION
 QO0770
 QO0770'DESCRIBED BY MN HIGHWAY DEPT 1970
 QO0770'2.8 MI SW FROM FOREST LAKE.
 QO0770'MARK IS LOCATED 0.9 MILES WEST OF T.H. 61 IN FOREST LAKE ALONG COUNTY
 QO0770'ROAD 2 (BROADWAY) THENCE 2.6 MILES SOUTH ALONG FAI 35, 2.2 MILES NORTH
 QO0770'OF THE NORTH JUNCTION OF FAI 35-W AND FAI 35-E, IN THE SOUTHEAST
 QO0770'CORNER OF BRIDGE NO. 02806, T.H. 97 (OLD T.H. 8) OVER FAI 35. NW 1/4
 QO0770'SECTION 24, T 32N, R 22W.
 QO0770
 QO0770                          STATION RECOVERY (1987)
 QO0770
 QO0770'RECOVERY NOTE BY US POWER SQUADRON 1987 (REA)
 QO0770'RECOVERED IN GOOD CONDITION.
 QO0770
 QO0770                          STATION RECOVERY (2005)
 QO0770
 QO0770'RECOVERY NOTE BY US POWER SQUADRON 2005 (JRD)
 QO0770'RECOVERED IN GOOD CONDITION.
 QO0770
 QO0770                          STATION RECOVERY (2009)
 QO0770
 QO0770'RECOVERY NOTE BY MN DEPT OF TRANSP 2009 (JBG)
 QO0770'RECOVERED AS DESCRIBED.
 QO0770
 QO0770                          STATION RECOVERY (2010)
 QO0770
 QO0770'RECOVERY NOTE BY MN DEPT OF TRANSP 2010 (MPP)
 QO0770'THE MARK IS 2.75 MI (4.4 KM) SOUTHWEST OF FOREST LAKE.
 QO0770'
 QO0770'TO REACH THE MARK GO 2.6 MI (4.2 KM) SOUTH OF THE JUNCTION OF
 QO0770'INTERSTATE HIGHWAY 35 AND COUNTY ROAD 2 (BROADWAY STREET) AT FOREST
 QO0770'LAKE, AT THE JUNCTION OF COUNTY ROAD 97 (LAKE DRIVE) AND INTERSTATE
 QO0770'HIGHWAY 35W, 2.2 MI (3.5 KM) NORTH OF THE JUNCTION OF INTERSTATE
 QO0770'HIGHWAY 35E AND INTERSTATE HIGHWAY 35W.
 QO0770'
 QO0770'IT'S IN SOUTHEAST CORNER OF TRUNK HIGHWAY 97 BRIDGE NUMBER 02806 OVER
 QO0770'INTERSTATE HIGHWAY 35.
 QO0770
 QO0770                          STATION RECOVERY (2014)
 QO0770
 QO0770'RECOVERY NOTE BY MN DEPT OF TRANSP 2014 (DAS)
 QO0770'RECOVERED AS DESCRIBED.
 QO0770
 QO0770                          STATION RECOVERY (2015)
 QO0770
 QO0770'RECOVERY NOTE BY MN DEPT OF TRANSP 2015 (DAS)
 QO0770'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DL6278 ***********************************************************************
 DL6278  DESIGNATION -  0283 B
 DL6278  PID         -  DL6278
 DL6278  STATE/COUNTY-  MN/ANOKA
 DL6278  COUNTRY     -  US
 DL6278  USGS QUAD   -  CENTERVILLE (2019)
 DL6278
 DL6278                         *CURRENT SURVEY CONTROL
 DL6278  ______________________________________________________________________
 DL6278* NAD 83(2011) POSITION- 45 13 58.68666(N) 093 01 38.83772(W)   ADJUSTED
 DL6278* NAD 83(2011) ELLIP HT-   247.731 (meters)        (06/27/12)   ADJUSTED
 DL6278* NAD 83(2011) EPOCH   -  2010.00
 DL6278* NAVD 88 ORTHO HEIGHT -   275.237 (meters)      903.01  (feet) ADJUSTED
 DL6278  ______________________________________________________________________
 DL6278  GEOID HEIGHT    -        -27.512 (meters)                     GEOID18
 DL6278  NAD 83(2011) X  -   -237,634.527 (meters)                     COMP
 DL6278  NAD 83(2011) Y  - -4,493,141.000 (meters)                     COMP
 DL6278  NAD 83(2011) Z  -  4,505,794.536 (meters)                     COMP
 DL6278  LAPLACE CORR    -          1.89  (seconds)                    DEFLEC18
 DL6278  DYNAMIC HEIGHT  -        275.235 (meters)      903.00  (feet) COMP
 DL6278  MODELED GRAVITY -    980,600.7   (mgal)                       NAVD 88
 DL6278
 DL6278  VERT ORDER      -  SECOND    CLASS I
 DL6278
 DL6278  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DL6278  Standards:
 DL6278         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DL6278            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DL6278  -------------------------------------------------------------------
 DL6278  NETWORK    0.25   0.43           0.12   0.08   0.22     -0.03072932
 DL6278  -------------------------------------------------------------------
 DL6278  Click here for local accuracies and other accuracy information.
 DL6278
 DL6278.The horizontal coordinates were established by GPS observations
 DL6278.and adjusted by the National Geodetic Survey in June 2012.
 DL6278
 DL6278.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DL6278.been affixed to the stable North American tectonic plate. See 
 DL6278.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DL6278
 DL6278.The horizontal coordinates are valid at the epoch date displayed above
 DL6278.which is a decimal equivalence of Year/Month/Day.
 DL6278
 DL6278.The orthometric height was determined by differential leveling and
 DL6278.adjusted by the NATIONAL GEODETIC SURVEY
 DL6278.in March 2011.
 DL6278
 DL6278.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL6278.GEOID18 height accuracy estimate available here.
 DL6278
 DL6278.Click photographs - Photos may exist for this station.
 DL6278
 DL6278.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DL6278
 DL6278.The Laplace correction was computed from DEFLEC18 derived deflections.
 DL6278
 DL6278.The ellipsoidal height was determined by GPS observations
 DL6278.and is referenced to NAD 83.
 DL6278
 DL6278.The dynamic height is computed by dividing the NAVD 88
 DL6278.geopotential number by the normal gravity value computed on the
 DL6278.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL6278.degrees latitude (g = 980.6199 gals.).
 DL6278
 DL6278.The modeled gravity was interpolated from observed gravity values.
 DL6278
 DL6278. The following values were computed from the NAD 83(2011) position.
 DL6278
 DL6278;                    North         East     Units Scale Factor Converg.
 DL6278;SPC MN S     -   348,571.313   876,369.190   MT  1.00000360   +0 40 54.1
 DL6278;SPC MN S     - 1,143,604.38  2,875,221.25   sFT  1.00000360   +0 40 54.1
 DL6278;UTM  15      - 5,008,831.146   497,844.919   MT  0.99960006   -0 01 10.2
 DL6278
 DL6278!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DL6278!SPC MN S     -   0.99996116  x   1.00000360  =   0.99996476
 DL6278!UTM  15      -   0.99996116  x   0.99960006  =   0.99956124
 DL6278
 DL6278:                Primary Azimuth Mark                     Grid Az
 DL6278:SPC MN S     -  0283 C                                   003 31 39.9
 DL6278:UTM  15      -  0283 C                                   004 13 44.2
 DL6278
 DL6278_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL9784408831(NAD 83)
 DL6278
 DL6278|---------------------------------------------------------------------|
 DL6278| PID    Reference Object                     Distance      Geod. Az  |
 DL6278|                                                           dddmmss.s |
 DL6278| DL6279 0283 C                              APPROX. 1.5 KM 0041234.0 |
 DL6278|---------------------------------------------------------------------|
 DL6278
 DL6278                          SUPERSEDED SURVEY CONTROL
 DL6278
 DL6278  NAD 83(2007)-  45 13 58.68696(N)    093 01 38.83830(W) AD(2002.00) 1
 DL6278  ELLIP H (01/29/10)  247.762  (m)                       GP(2002.00) 3 1
 DL6278  NAVD 88             275.24   (m)          903.0    (f) LEVELING    3  
 DL6278
 DL6278.Superseded values are not recommended for survey control.
 DL6278
 DL6278.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL6278.See file dsdata.pdf to determine how the superseded data were derived.
 DL6278
 DL6278_MARKER: I = METAL ROD
 DL6278_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DL6278_STAMPING: 0283 B 2009
 DL6278_MARK LOGO: MNDT
 DL6278_PROJECTION: RECESSED 5 CENTIMETERS
 DL6278_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DL6278_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL6278_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL6278+SATELLITE: SATELLITE OBSERVATIONS - March 23, 2015
 DL6278_ROD/PIPE-DEPTH: 9.1 meters
 DL6278
 DL6278  HISTORY     - Date     Condition        Report By
 DL6278  HISTORY     - 20090310 MONUMENTED       MNDT
 DL6278  HISTORY     - 20090312 GOOD             MNDT
 DL6278  HISTORY     - 20101115 GOOD             MNDT
 DL6278  HISTORY     - 20110110 GOOD             MNDT
 DL6278  HISTORY     - 20140422 GOOD             MNDT
 DL6278  HISTORY     - 20150323 GOOD             MNDT
 DL6278
 DL6278                          STATION DESCRIPTION
 DL6278
 DL6278'DESCRIBED BY MN DEPT OF TRANSP 2009
 DL6278'THE MAKR IS IN COLUMBUS, 1.2 MILES SOUTH-SOUTHWEST ALONG INTERSTATE
 DL6278'HIGHWAY 35 FROM THE JUNCTION OF INTERSTATE HIGHWAY 35 AND TRUNK
 DL6278'HIGHWAY 97 IN COLUMBUS, AT INTERSTATE HIGHWAY 35 MILEPOINT 128.15,
 DL6278'84.0 FEET EAST OF WEIGH STATION ON NORTHBOUND OFF RAMP, 141.0 FEET
 DL6278'SOUTHEAST OF LIGHT POLE, 7.3 FEET WEST OF FENCE LINE.
 DL6278
 DL6278                          STATION RECOVERY (2009)
 DL6278
 DL6278'RECOVERY NOTE BY MN DEPT OF TRANSP 2009 (DAS)
 DL6278'RECOVERED AS DESCRIBED.
 DL6278
 DL6278                          STATION RECOVERY (2010)
 DL6278
 DL6278'RECOVERY NOTE BY MN DEPT OF TRANSP 2010 (MPP)
 DL6278'IN COLUMBUS, 1.2 MILES SOUTH-SOUTH WEST ALONG INTERSTATE HIGHWAY 35
 DL6278'FROM THE JUNCTION OF INTERSTATE HIGHWAY 35 AND TRUNK HIGHWAY 97 IN
 DL6278'COLUMBUS, AT INTERSTATE HIGHWAY 35 MILEPOINT 128.15, 84.0 FEET EAST OF
 DL6278'WEIGH STATION ALONG NORTHBOUND OFF RAMP, 141.0 FEET SOUTHEAST OF LIGHT
 DL6278'POLE, 7.3 FEET WEST OF FENCE LINE, 1.6 FEET WEST OF WITNESS POST.
 DL6278
 DL6278                          STATION RECOVERY (2011)
 DL6278
 DL6278'RECOVERY NOTE BY MN DEPT OF TRANSP 2011 (MPP)
 DL6278'RECOVERED AS DESCRIBED.
 DL6278'
 DL6278'NOTE - THE STATION MARK CONSISTS OF A 3/4 INCH (19 MM) DIAMETER
 DL6278'ALUMINUM ROD DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL MARK
 DL6278'REMOVABLE DISK SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY
 DL6278'A SIX-INCH PVC PIPE BACKFILLED WITH WASHED SAND.
 DL6278
 DL6278                          STATION RECOVERY (2014)
 DL6278
 DL6278'RECOVERY NOTE BY MN DEPT OF TRANSP 2014 (DAS)
 DL6278'RECOVERED AS DESCRIBED.
 DL6278'
 DL6278'NOTE - THE STATION STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER
 DL6278'ALUMINUM ROD DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION
 DL6278'REMOVABLE DISK SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY
 DL6278'A SIX-INCH PVC PIPE BACK FILLED WITH WASHED SAND.
 DL6278
 DL6278                          STATION RECOVERY (2015)
 DL6278
 DL6278'RECOVERY NOTE BY MN DEPT OF TRANSP 2015 (DAS)
 DL6278'IN COLUMBUS, 1.2 MI (1.9 KM) SOUTH-SOUTHWEST ALONG INTERSTATE HIGHWAY
 DL6278'35  FROM THE JUNCTION OF INTERSTATE HIGHWAY 35 AND TRUNK HIGHWAY 97 IN
 DL6278'COLUMBUS, AT INTERSTATE HIGHWAY 35 MILE POINT 128.15, 84.0 FT (25.6 M)
 DL6278'EAST OF WEIGH STATION ALONG NORTHBOUND OFF RAMP, 141.0 FT (43.0 M)
 DL6278'SOUTHEAST OF LIGHT POLE, 7.3 FT (2.2 M) WEST OF A FENCE LINE, 1.6 FT
 DL6278'(0.5 M) WEST OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DL6279 ***********************************************************************
 DL6279  DESIGNATION -  0283 C
 DL6279  PID         -  DL6279
 DL6279  STATE/COUNTY-  MN/ANOKA
 DL6279  COUNTRY     -  US
 DL6279  USGS QUAD   -  CENTERVILLE (2019)
 DL6279
 DL6279                         *CURRENT SURVEY CONTROL
 DL6279  ______________________________________________________________________
 DL6279* NAD 83(2011) POSITION- 45 14 45.70037(N) 093 01 33.93938(W)   ADJUSTED
 DL6279* NAD 83(2011) ELLIP HT-   246.502 (meters)        (06/27/12)   ADJUSTED
 DL6279* NAD 83(2011) EPOCH   -  2010.00
 DL6279* NAVD 88 ORTHO HEIGHT -   274.039 (meters)      899.08  (feet) ADJUSTED
 DL6279  ______________________________________________________________________
 DL6279  GEOID HEIGHT    -        -27.540 (meters)                     GEOID18
 DL6279  NAD 83(2011) X  -   -237,473.374 (meters)                     COMP
 DL6279  NAD 83(2011) Y  - -4,492,116.619 (meters)                     COMP
 DL6279  NAD 83(2011) Z  -  4,506,815.679 (meters)                     COMP
 DL6279  LAPLACE CORR    -          2.40  (seconds)                    DEFLEC18
 DL6279  DYNAMIC HEIGHT  -        274.037 (meters)      899.07  (feet) COMP
 DL6279  MODELED GRAVITY -    980,599.6   (mgal)                       NAVD 88
 DL6279
 DL6279  VERT ORDER      -  SECOND    CLASS I
 DL6279
 DL6279  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DL6279  Standards:
 DL6279         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DL6279            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DL6279  -------------------------------------------------------------------
 DL6279  NETWORK    0.25   0.43           0.12   0.08   0.22     -0.00027464
 DL6279  -------------------------------------------------------------------
 DL6279  Click here for local accuracies and other accuracy information.
 DL6279
 DL6279.The horizontal coordinates were established by GPS observations
 DL6279.and adjusted by the National Geodetic Survey in June 2012.
 DL6279
 DL6279.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DL6279.been affixed to the stable North American tectonic plate. See 
 DL6279.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DL6279
 DL6279.The horizontal coordinates are valid at the epoch date displayed above
 DL6279.which is a decimal equivalence of Year/Month/Day.
 DL6279
 DL6279.The orthometric height was determined by differential leveling and
 DL6279.adjusted by the NATIONAL GEODETIC SURVEY
 DL6279.in March 2011.
 DL6279
 DL6279.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL6279.GEOID18 height accuracy estimate available here.
 DL6279
 DL6279.Click photographs - Photos may exist for this station.
 DL6279
 DL6279.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DL6279
 DL6279.The Laplace correction was computed from DEFLEC18 derived deflections.
 DL6279
 DL6279.The ellipsoidal height was determined by GPS observations
 DL6279.and is referenced to NAD 83.
 DL6279
 DL6279.The dynamic height is computed by dividing the NAVD 88
 DL6279.geopotential number by the normal gravity value computed on the
 DL6279.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL6279.degrees latitude (g = 980.6199 gals.).
 DL6279
 DL6279.The modeled gravity was interpolated from observed gravity values.
 DL6279
 DL6279. The following values were computed from the NAD 83(2011) position.
 DL6279
 DL6279;                    North         East     Units Scale Factor Converg.
 DL6279;SPC MN S     -   350,023.861   876,458.738   MT  1.00000655   +0 40 57.5
 DL6279;SPC MN S     - 1,148,369.95  2,875,515.04   sFT  1.00000655   +0 40 57.5
 DL6279;UTM  15      - 5,010,281.902   497,952.193   MT  0.99960005   -0 01 06.7
 DL6279
 DL6279!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DL6279!SPC MN S     -   0.99996135  x   1.00000655  =   0.99996790
 DL6279!UTM  15      -   0.99996135  x   0.99960005  =   0.99956142
 DL6279
 DL6279:                Primary Azimuth Mark                     Grid Az
 DL6279:SPC MN S     -  0283 D                                   003 34 29.7
 DL6279:UTM  15      -  0283 D                                   004 16 33.9
 DL6279
 DL6279_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL9795210281(NAD 83)
 DL6279
 DL6279|---------------------------------------------------------------------|
 DL6279| PID    Reference Object                     Distance      Geod. Az  |
 DL6279|                                                           dddmmss.s |
 DL6279| DN3797 0283 D                              481.086 METERS 0041527.2 |
 DL6279|---------------------------------------------------------------------|
 DL6279
 DL6279                          SUPERSEDED SURVEY CONTROL
 DL6279
 DL6279  NAD 83(2007)-  45 14 45.70063(N)    093 01 33.93994(W) AD(2002.00) 1
 DL6279  ELLIP H (01/29/10)  246.534  (m)                       GP(2002.00) 3 1
 DL6279  NAVD 88             274.04   (m)          899.1    (f) LEVELING    3  
 DL6279
 DL6279.Superseded values are not recommended for survey control.
 DL6279
 DL6279.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL6279.See file dsdata.pdf to determine how the superseded data were derived.
 DL6279
 DL6279_MARKER: DD = SURVEY DISK
 DL6279_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DL6279_SP_SET: CONCRETE SLAB
 DL6279_STAMPING: 0283 C 2009
 DL6279_MARK LOGO: MNDT
 DL6279_PROJECTION: FLUSH
 DL6279_MAGNETIC: N = NO MAGNETIC MATERIAL
 DL6279_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DL6279_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL6279+SATELLITE: SATELLITE OBSERVATIONS - March 16, 2015
 DL6279
 DL6279  HISTORY     - Date     Condition        Report By
 DL6279  HISTORY     - 20090310 MONUMENTED       MNDT
 DL6279  HISTORY     - 20090312 GOOD             MNDT
 DL6279  HISTORY     - 20101115 GOOD             MNDT
 DL6279  HISTORY     - 20140422 GOOD             MNDT
 DL6279  HISTORY     - 20150316 GOOD             MNDT
 DL6279
 DL6279                          STATION DESCRIPTION
 DL6279
 DL6279'DESCRIBED BY MN DEPT OF TRANSP 2009
 DL6279'THE MAKR IS IN COLUMBUS, IN CONCRETE STRUCTURE IN SOUTH CORNER OF
 DL6279'LARGE ROUND CONCRETE LIFT STATION, 0.2 MILE EAST ALONG TRUNK HIGHWAY
 DL6279'97 FROM THE JUNCTION OF TRUNK HIGHWAY 97 AND INTERSTATE HIGHWAY 35 IN
 DL6279'COLUMBUS TO TRUNK HIGHWAY 97 MILEPOINT 0.2, THEN 0.3 MILE SOUTH ON
 DL6279'HORNSBY STREET, THEN 0.15 MILE WEST ON 152ND AVENUE, 2.9 FEET SOUTH OF
 DL6279'152ND AVENUE, 13.4 FEET EAST OF FENCE LINE, 19.8 FEET WEST OF FELLER
 DL6279'STREET, 12.2 FEET EAST OF WITNESS POST.  DISK SET IN A DRILL HOLE IN
 DL6279'EXISTING CONCRETE SLAB.
 DL6279
 DL6279                          STATION RECOVERY (2009)
 DL6279
 DL6279'RECOVERY NOTE BY MN DEPT OF TRANSP 2009 (DAS)
 DL6279'RECOVERED AS DESCRIBED.
 DL6279
 DL6279                          STATION RECOVERY (2010)
 DL6279
 DL6279'RECOVERY NOTE BY MN DEPT OF TRANSP 2010 (MPP)
 DL6279'IN COLUMBUS, IN CONCRETE STRUCTURE IN SOUTH CORNER OF LARGE ROUND
 DL6279'CONCRETE LIFT STATION, 0.2 MILE EAST ALONG TRUNK HIGHWAY 97 FROM THE
 DL6279'JUNCTION OF TRUNK HIGHWAY 97 AND INTERSTATE HIGHWAY 35 IN COLUMBUS TO
 DL6279'TRUNK HIGHWAY 97 MILEPOINT 0.2, THEN 0.3 MILE SOUTH ALONG HORNSBY
 DL6279'STREET, THEN 0.15 MILE WEST ALONG 152ND AVENUE, 2.9 FEET SOUTH OF
 DL6279'152ND AVENUE, 13.4 FEET EAST OF FENCE LINE, 19.8 FEET WEST OF FELLER
 DL6279'STREET, 12.2 FEET EAST OF WITNESS POST.  DISK SET IN A DRILL HOLE IN
 DL6279'EXISTING CONCRETE SLAB.
 DL6279
 DL6279                          STATION RECOVERY (2014)
 DL6279
 DL6279'RECOVERY NOTE BY MN DEPT OF TRANSP 2014 (DAS)
 DL6279'RECOVERED AS DESCRIBED.
 DL6279
 DL6279                          STATION RECOVERY (2015)
 DL6279
 DL6279'RECOVERY NOTE BY MN DEPT OF TRANSP 2015 (DAS)
 DL6279'IN COLUMBUS, IN SOUTH CORNER OF LARGE ROUND CONCRETE LIFT STATION, 0.2
 DL6279'MI (0.3 KM) EAST ALONG TRUNK HIGHWAY 97  FROM THE JUNCTION OF TRUNK
 DL6279'HIGHWAY 97 AND INTERSTATE HIGHWAY 35 IN COLUMBUS, TO TRUNK HIGHWAY 97
 DL6279'MILE POINT 0.2, THEN 0.3 MI (0.5 KM) SOUTH ALONG HORNSBY STREET, THEN
 DL6279'0.15 MI (0.2 KM) WEST ALONG 152ND AVENUE, 4.0 FT (1.2 M) SOUTH OF
 DL6279'152ND AVENUE, 13.4 FT (4.1 M) EAST OF A FENCE LINE, 19.8 FT (6.0 M)
 DL6279'WEST OF FELLER STREET, 12.2 FT (3.7 M) EAST OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 QO0706 ***********************************************************************
 QO0706  DESIGNATION -  0285 A
 QO0706  PID         -  QO0706
 QO0706  STATE/COUNTY-  MN/ANOKA
 QO0706  COUNTRY     -  US
 QO0706  USGS QUAD   -  NEW BRIGHTON (2019)
 QO0706
 QO0706                         *CURRENT SURVEY CONTROL
 QO0706  ______________________________________________________________________
 QO0706* NAD 83(1986) POSITION- 45 03 57.24   (N) 093 14 12.09   (W)   HD_HELD1
 QO0706* NAVD 88 ORTHO HEIGHT -   307.684 (meters)     1009.46  (feet) ADJUSTED
 QO0706  ______________________________________________________________________
 QO0706  GEOID HEIGHT    -        -27.237 (meters)                     GEOID18
 QO0706  DYNAMIC HEIGHT  -        307.679 (meters)     1009.44  (feet) COMP
 QO0706  MODELED GRAVITY -    980,589.4   (mgal)                       NAVD 88
 QO0706
 QO0706  VERT ORDER      -  SECOND    CLASS 0
 QO0706
 QO0706.The horizontal coordinates were determined by differentially corrected
 QO0706.hand held GPS observations or other comparable positioning techniques
 QO0706.and have an estimated accuracy of +/- 3 meters.
 QO0706
 QO0706.The orthometric height was determined by differential leveling and
 QO0706.adjusted by the NATIONAL GEODETIC SURVEY
 QO0706.in June 1991.
 QO0706
 QO0706.Significant digits in the geoid height do not necessarily reflect accuracy.
 QO0706.GEOID18 height accuracy estimate available here.
 QO0706
 QO0706.Click photographs - Photos may exist for this station.
 QO0706
 QO0706.The dynamic height is computed by dividing the NAVD 88
 QO0706.geopotential number by the normal gravity value computed on the
 QO0706.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QO0706.degrees latitude (g = 980.6199 gals.).
 QO0706
 QO0706.The modeled gravity was interpolated from observed gravity values.
 QO0706
 QO0706;                    North         East    Units  Estimated Accuracy
 QO0706;SPC MN S     -   329,830.8     860,112.8     MT  (+/- 3 meters HH1 GPS) 
 QO0706
 QO0706_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK8136690298(NAD 83)
 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
 QO0706.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QO0706.See file dsdata.pdf to determine how the superseded data were derived.
 QO0706
 QO0706_MARKER: DB = BENCH MARK DISK
 QO0706_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 QO0706_SP_SET: BRIDGE ABUTMENT
 QO0706_STAMPING: 0285 A 19
 QO0706_MARK LOGO: MNHD
 QO0706_MAGNETIC: N = NO MAGNETIC MATERIAL
 QO0706_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QO0706_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 QO0706+SATELLITE: SATELLITE OBSERVATIONS - March 31, 2015
 QO0706
 QO0706  HISTORY     - Date     Condition        Report By
 QO0706  HISTORY     - 19660401 MONUMENTED       MNHD
 QO0706  HISTORY     - 1989     GOOD             USPSQD
 QO0706  HISTORY     - 20060531 GOOD             MNDT
 QO0706  HISTORY     - 20140512 GOOD             MNDT
 QO0706  HISTORY     - 20150324 GOOD             MNDT
 QO0706  HISTORY     - 20150331 GOOD             MNDT
 QO0706
 QO0706                          STATION DESCRIPTION
 QO0706
 QO0706'DESCRIBED BY MN HIGHWAY DEPT 1966
 QO0706'IN FRIDLEY.
 QO0706'MARK IS LOCATED IN THE SOUTHEAST CORNER OF BRIDGE 9868, MATTERHORN
 QO0706'DRIVE OVER FAI 694 ABOUT 2.2 MILES EAST OF THE MISSISSIPPI RIVER.  SE
 QO0706'1/4 SECTION 25, T 30N, R 23W.
 QO0706
 QO0706                          STATION RECOVERY (1989)
 QO0706
 QO0706'RECOVERY NOTE BY US POWER SQUADRON 1989 (TJZ)
 QO0706'RECOVERED IN GOOD CONDITION.
 QO0706
 QO0706                          STATION RECOVERY (2006)
 QO0706
 QO0706'RECOVERY NOTE BY MN DEPT OF TRANSP 2006 (GJF)
 QO0706'AT FRIDLEY, 2.2 MILES EAST OF MISSISSIPPI RIVER, IN SOUTHEAST CORNER
 QO0706'OF MATTERHORN DRIVE BRIDGE 9868 OVER INTERSTATE HIGHWAY 694, SOUTHEAST
 QO0706'1/4 SECTION 24, T 30N, R 23W
 QO0706
 QO0706                          STATION RECOVERY (2014)
 QO0706
 QO0706'RECOVERY NOTE BY MN DEPT OF TRANSP 2014 (FAD)
 QO0706'RECOVERED AS DESCRIBED.
 QO0706
 QO0706                          STATION RECOVERY (2015)
 QO0706
 QO0706'RECOVERY NOTE BY MN DEPT OF TRANSP 2015 (KMS)
 QO0706'RECOVERED AS DESCRIBED.
 QO0706
 QO0706                          STATION RECOVERY (2015)
 QO0706
 QO0706'RECOVERY NOTE BY MN DEPT OF TRANSP 2015 (TWM)
 QO0706'THE STATION IS LOCATED ABOUT 7.1 MI (11.4 KM) SOUTHWEST OF CIRCLE
 QO0706'PINES, 6.1 MI (9.8 KM) NORTH-NORTHEAST OF MINNEAPOLIS AND 1.7 MI (2.7
 QO0706'KM) WEST OF NEW BRIGHTON.
 QO0706'
 QO0706'TO REACH THE MARK GO 0.3 MI (0.5 KM) NORTH ALONG TRUNK HIGHWAY 65
 QO0706'FROM THE JUNCTION OF TRUNK HIGHWAY 65 AND INTERSTATE 694, THEN 0.1 MI
 QO0706'(0.2 KM) EAST ON CENTRAL AVENUE NORTHEAST, THEN 0.05 MI (0.1 KM) SOUTH
 QO0706'ON HACKMAN AVENUE NORTHEAST, THEN 0.75 MI (1.2 KM) SOUTH AND EAST ON
 QO0706'HILLWIND ROAD NORTHEAST, THEN 0.05 MI (0.1 KM) SOUTH ON MATTERHORN
 QO0706'DRIVE NORTHEAST, IN SOUTHEAST CORNER OF MATTERHORN DRIVE BRIDGE NUMBER
 QO0706'9868 OVER INTERSTATE HIGHWAY 694.
 QO0706'
 QO0706'THE MARK IS LOCATED 210.1 FT (64.0 M) SOUTH OF STATION MATTERHORN
 QO0706'MNDT.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 QO0699 ***********************************************************************
 QO0699  DESIGNATION -  0285 G
 QO0699  PID         -  QO0699
 QO0699  STATE/COUNTY-  MN/ANOKA
 QO0699  COUNTRY     -  US
 QO0699  USGS QUAD   -  MINNEAPOLIS NORTH (2019)
 QO0699
 QO0699                         *CURRENT SURVEY CONTROL
 QO0699  ______________________________________________________________________
 QO0699* NAD 83(1986) POSITION- 45 04 06.67   (N) 093 16 04.97   (W)   HD_HELD1
 QO0699* NAVD 88 ORTHO HEIGHT -   262.795 (meters)      862.19  (feet) ADJUSTED
 QO0699  ______________________________________________________________________
 QO0699  GEOID HEIGHT    -        -27.227 (meters)                     GEOID18
 QO0699  DYNAMIC HEIGHT  -        262.792 (meters)      862.18  (feet) COMP
 QO0699  MODELED GRAVITY -    980,595.9   (mgal)                       NAVD 88
 QO0699
 QO0699  VERT ORDER      -  SECOND    CLASS I
 QO0699
 QO0699.The horizontal coordinates were determined by differentially corrected
 QO0699.hand held GPS observations or other comparable positioning techniques
 QO0699.and have an estimated accuracy of +/- 3 meters.
 QO0699
 QO0699.The orthometric height was determined by differential leveling and
 QO0699.adjusted by the NATIONAL GEODETIC SURVEY
 QO0699.in September 2016.
 QO0699
 QO0699.Significant digits in the geoid height do not necessarily reflect accuracy.
 QO0699.GEOID18 height accuracy estimate available here.
 QO0699
 QO0699.Click photographs - Photos may exist for this station.
 QO0699
 QO0699.The dynamic height is computed by dividing the NAVD 88
 QO0699.geopotential number by the normal gravity value computed on the
 QO0699.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QO0699.degrees latitude (g = 980.6199 gals.).
 QO0699
 QO0699.The modeled gravity was interpolated from observed gravity values.
 QO0699
 QO0699;                    North         East    Units  Estimated Accuracy
 QO0699;SPC MN S     -   330,099.3     857,640.9     MT  (+/- 3 meters HH1 GPS) 
 QO0699
 QO0699_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK7889890597(NAD 83)
 QO0699
 QO0699                          SUPERSEDED SURVEY CONTROL
 QO0699
 QO0699  NAVD 88 (06/15/91)  262.792  (m)          862.18   (f) SUPERSEDED  2 0
 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
 QO0699.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QO0699.See file dsdata.pdf to determine how the superseded data were derived.
 QO0699
 QO0699_MARKER: DB = BENCH MARK DISK
 QO0699_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 QO0699_SP_SET: BRIDGE ABUTMENT
 QO0699_STAMPING: 0285-G 1966
 QO0699_MARK LOGO: MNHD
 QO0699_MAGNETIC: N = NO MAGNETIC MATERIAL
 QO0699_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QO0699_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 QO0699+SATELLITE: SATELLITE OBSERVATIONS - May 12, 2015
 QO0699
 QO0699  HISTORY     - Date     Condition        Report By
 QO0699  HISTORY     - 19660401 MONUMENTED       MNHD
 QO0699  HISTORY     - 1979     GOOD             MNDT
 QO0699  HISTORY     - 1984     GOOD             USPSQD
 QO0699  HISTORY     - 1989     GOOD             USPSQD
 QO0699  HISTORY     - 19950713 GOOD             USPSQD
 QO0699  HISTORY     - 20140512 GOOD             MNDT
 QO0699  HISTORY     - 20150331 GOOD             MNDT
 QO0699  HISTORY     - 20150512 GOOD             MNDT
 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.
 QO0699
 QO0699                          STATION RECOVERY (2014)
 QO0699
 QO0699'RECOVERY NOTE BY MN DEPT OF TRANSP 2014 (FAD)
 QO0699'THE STATION IS LOCATED ABOUT 7.4 MI (11.9 KM) EAST-SOUTHEAST OF OSSEO,
 QO0699'6.1 MI (9.8 KM) NORTH OF MINNEAPOLIS AND 3.3 MI (5.3 KM) WEST OF NEW
 QO0699'BRIGHTON.
 QO0699'
 QO0699'TO REACH THE MARK GO 0.2 MI (0.3 KM) NORTH ALONG TRUNK HIGHWAY 47 FROM
 QO0699'THE JUNCTION OF TRUNK HIGHWAY 47 AND TRUNK HIGHWAY 694 INCH (1763 CM)
 QO0699'FRIDLEY, AT TRUNK HIGHWAY 47 MILE POINT 8.85.
 QO0699'
 QO0699'THE MARK IS LOCATED 0.45 MI (0.7 KM) WEST AND SOUTH ON COUNTY ROAD 102
 QO0699'(MAIN STREET), IN SOUTHEAST CORNER OF MAIN STREET BRIDGE OVER
 QO0699'INTERSTATE HIGHWAY 694.
 QO0699
 QO0699                          STATION RECOVERY (2015)
 QO0699
 QO0699'RECOVERY NOTE BY MN DEPT OF TRANSP 2015 (TWM)
 QO0699'RECOVERED AS DESCRIBED.
 QO0699
 QO0699                          STATION RECOVERY (2015)
 QO0699
 QO0699'RECOVERY NOTE BY MN DEPT OF TRANSP 2015 (CF)
 QO0699'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DK6901 ***********************************************************************
 DK6901  DESIGNATION -  03 206
 DK6901  PID         -  DK6901
 DK6901  STATE/COUNTY-  MN/HOUSTON
 DK6901  COUNTRY     -  US
 DK6901  USGS QUAD   -  RENO (2019)
 DK6901
 DK6901                         *CURRENT SURVEY CONTROL
 DK6901  ______________________________________________________________________
 DK6901* NAD 83(2011) POSITION- 43 30 03.06575(N) 091 19 24.13621(W)   ADJUSTED
 DK6901* NAD 83(2011) ELLIP HT-   250.230 (meters)        (06/27/12)   ADJUSTED
 DK6901* NAD 83(2011) EPOCH   -  2010.00
 DK6901* NAVD 88 ORTHO HEIGHT -   281.468 (meters)      923.45  (feet) ADJUSTED
 DK6901  ______________________________________________________________________
 DK6901  GEOID HEIGHT    -        -31.231 (meters)                     GEOID18
 DK6901  NAD 83(2011) X  -   -107,023.036 (meters)                     COMP
 DK6901  NAD 83(2011) Y  - -4,632,772.691 (meters)                     COMP
 DK6901  NAD 83(2011) Z  -  4,368,202.645 (meters)                     COMP
 DK6901  LAPLACE CORR    -         -8.18  (seconds)                    DEFLEC18
 DK6901  DYNAMIC HEIGHT  -        281.411 (meters)      923.26  (feet) COMP
 DK6901  MODELED GRAVITY -    980,406.5   (mgal)                       NAVD 88
 DK6901
 DK6901  VERT ORDER      -  SECOND    CLASS I
 DK6901
 DK6901  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DK6901  Standards:
 DK6901         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DK6901            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DK6901  -------------------------------------------------------------------
 DK6901  NETWORK    0.51   0.61           0.24   0.15   0.31      0.29222608
 DK6901  -------------------------------------------------------------------
 DK6901  Click here for local accuracies and other accuracy information.
 DK6901
 DK6901.The horizontal coordinates were established by GPS observations
 DK6901.and adjusted by the National Geodetic Survey in June 2012.
 DK6901
 DK6901.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DK6901.been affixed to the stable North American tectonic plate. See 
 DK6901.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DK6901
 DK6901.The horizontal coordinates are valid at the epoch date displayed above
 DK6901.which is a decimal equivalence of Year/Month/Day.
 DK6901
 DK6901.The orthometric height was determined by differential leveling and
 DK6901.adjusted by the NATIONAL GEODETIC SURVEY
 DK6901.in December 2008.
 DK6901
 DK6901.Significant digits in the geoid height do not necessarily reflect accuracy.
 DK6901.GEOID18 height accuracy estimate available here.
 DK6901
 DK6901.Click photographs - Photos may exist for this station.
 DK6901
 DK6901.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DK6901
 DK6901.The Laplace correction was computed from DEFLEC18 derived deflections.
 DK6901
 DK6901.The ellipsoidal height was determined by GPS observations
 DK6901.and is referenced to NAD 83.
 DK6901
 DK6901.The dynamic height is computed by dividing the NAVD 88
 DK6901.geopotential number by the normal gravity value computed on the
 DK6901.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK6901.degrees latitude (g = 980.6199 gals.).
 DK6901
 DK6901.The modeled gravity was interpolated from observed gravity values.
 DK6901
 DK6901. The following values were computed from the NAD 83(2011) position.
 DK6901
 DK6901;                    North         East     Units Scale Factor Converg.
 DK6901;SPC MN S     -   159,196.490 1,016,450.959   MT  1.00007316   +1 52 34.0
 DK6901;SPC MN S     -   522,297.15  3,334,806.19   sFT  1.00007316   +1 52 34.0
 DK6901;UTM  15      - 4,817,801.330   635,545.071   MT  0.99982599   +1 09 15.5
 DK6901
 DK6901!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DK6901!SPC MN S     -   0.99996076  x   1.00007316  =   1.00003392
 DK6901!UTM  15      -   0.99996076  x   0.99982599  =   0.99978676
 DK6901
 DK6901_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXJ3554517801(NAD 83)
 DK6901
 DK6901                          SUPERSEDED SURVEY CONTROL
 DK6901
 DK6901  NAD 83(2007)-  43 30 03.06603(N)    091 19 24.13687(W) AD(2002.00) 1
 DK6901  ELLIP H (09/09/09)  250.257  (m)                       GP(2002.00) 4 1
 DK6901  NAVD 88             281.47   (m)          923.5    (f) LEVELING    3  
 DK6901
 DK6901.Superseded values are not recommended for survey control.
 DK6901
 DK6901.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK6901.See file dsdata.pdf to determine how the superseded data were derived.
 DK6901
 DK6901_MARKER: DD = SURVEY DISK
 DK6901_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 DK6901+WITH SETTING: INFORMATION.
 DK6901_STAMPING: 03-206
 DK6901_MARK LOGO: IA-005
 DK6901_PROJECTION: RECESSED 5 CENTIMETERS
 DK6901_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DK6901_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DK6901_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DK6901+SATELLITE: SATELLITE OBSERVATIONS - September 17, 2024
 DK6901
 DK6901  HISTORY     - Date     Condition        Report By
 DK6901  HISTORY     - 2006     MONUMENTED       IAHD
 DK6901  HISTORY     - 20070109 GOOD             MNDT
 DK6901  HISTORY     - 20080226 GOOD             MNDT
 DK6901  HISTORY     - 20240917 GOOD             MNDT
 DK6901
 DK6901                          STATION DESCRIPTION
 DK6901
 DK6901'DESCRIBED BY MN DEPT OF TRANSP 2007 (JLM)
 DK6901'1.5 MI (2.4 KM) NORTHWEST OF NEW ALBIN, 1.60 MI (2.6 KM) NORTHWEST
 DK6901'ALONG COUNTY ROAD A 11 FROM THE JUNCTION OF COUNTY ROAD A 11 AND STATE
 DK6901'HIGHWAY 26 IN NEW ALBIN, 36.5 FT (11.1 M) NORTHEAST OF A 11, 4.0 FT
 DK6901'(1.2 M) SOUTHWEST OF A WITNESS POST.
 DK6901
 DK6901                          STATION RECOVERY (2008)
 DK6901
 DK6901'RECOVERY NOTE BY MN DEPT OF TRANSP 2008 (PRB)
 DK6901'RECOVERED IN GOOD CONDITION.
 DK6901
 DK6901                          STATION RECOVERY (2024)
 DK6901
 DK6901'RECOVERY NOTE BY MN DEPT OF TRANSP 2024 (KMS)
 DK6901'1.5 MI (2.4 KM) NORTHWEST OF NEW ALBIN, 1.60 MI (2.57 KM) NORTHWEST
 DK6901'ALONG COUNTY ROAD A 11 FROM THE JUNCTION OF COUNTY ROAD A 11 AND TRUNK
 DK6901'HIGHWAY 26 IN NEW ALBIN, 36.5 FT (11.1 M) NORTHEAST OF COUNTY ROAD A
 DK6901'11, 4.0 FT (1.2 M) SOUTHWEST OF A WITNESS POST, THE ROD DEPTH IS
 DK6901'UNKNOWN.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DG7105 ***********************************************************************
 DG7105  DESIGNATION -  0301 B
 DG7105  PID         -  DG7105
 DG7105  STATE/COUNTY-  MN/BECKER
 DG7105  COUNTRY     -  US
 DG7105  USGS QUAD   -  DALE (2019)
 DG7105
 DG7105                         *CURRENT SURVEY CONTROL
 DG7105  ______________________________________________________________________
 DG7105* NAD 83(2011) POSITION- 46 52 36.43506(N) 096 07 57.05191(W)   ADJUSTED
 DG7105* NAD 83(2011) ELLIP HT-   377.217 (meters)        (02/07/24)   ADJUSTED
 DG7105* NAD 83(2011) EPOCH   -  2010.00
 DG7105* NAVD 88 ORTHO HEIGHT -   403.912 (meters)     1325.17  (feet) ADJUSTED
 DG7105  ______________________________________________________________________
 DG7105  GEOID HEIGHT    -        -26.723 (meters)                     GEOID18
 DG7105  NAD 83(2011) X  -   -466,621.125 (meters)                     COMP
 DG7105  NAD 83(2011) Y  - -4,342,957.524 (meters)                     COMP
 DG7105  NAD 83(2011) Z  -  4,632,687.686 (meters)                     COMP
 DG7105  LAPLACE CORR    -          1.23  (seconds)                    DEFLEC18
 DG7105  DYNAMIC HEIGHT  -        403.936 (meters)     1325.25  (feet) COMP
 DG7105  MODELED GRAVITY -    980,660.5   (mgal)                       NAVD 88
 DG7105
 DG7105  VERT ORDER      -  SECOND    CLASS I
 DG7105
 DG7105  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DG7105  Standards:
 DG7105         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DG7105            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DG7105  -------------------------------------------------------------------
 DG7105  NETWORK    0.75   1.71           0.34   0.26   0.87     -0.14238436
 DG7105  -------------------------------------------------------------------
 DG7105  Click here for local accuracies and other accuracy information.
 DG7105
 DG7105.The horizontal coordinates were established by GPS observations
 DG7105.and adjusted by the MN DEPT OF TRANSP in February 2024.
 DG7105
 DG7105.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DG7105.been affixed to the stable North American tectonic plate. See 
 DG7105.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DG7105
 DG7105.The horizontal coordinates are valid at the epoch date displayed above
 DG7105.which is a decimal equivalence of Year/Month/Day.
 DG7105
 DG7105.The orthometric height was determined by differential leveling and
 DG7105.adjusted by the NATIONAL GEODETIC SURVEY
 DG7105.in August 2019.
 DG7105
 DG7105.Significant digits in the geoid height do not necessarily reflect accuracy.
 DG7105.GEOID18 height accuracy estimate available here.
 DG7105
 DG7105.Click photographs - Photos may exist for this station.
 DG7105
 DG7105.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DG7105
 DG7105.The Laplace correction was computed from DEFLEC18 derived deflections.
 DG7105
 DG7105.The ellipsoidal height was determined by GPS observations
 DG7105.and is referenced to NAD 83.
 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. The following values were computed from the NAD 83(2011) position.
 DG7105
 DG7105;                    North         East     Units Scale Factor Converg.
 DG7105;SPC MN C     -   310,308.331   656,512.956   MT  0.99996675   -1 21 42.4
 DG7105;SPC MN C     - 1,018,069.92  2,153,909.59   sFT  0.99996675   -1 21 42.4
 DG7105;UTM  14      - 5,195,464.420   718,497.023   MT  1.00018681   +2 05 37.5
 DG7105
 DG7105!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG7105!SPC MN C     -   0.99994087  x   0.99996675  =   0.99990763
 DG7105!UTM  14      -   0.99994087  x   1.00018681  =   1.00012767
 DG7105
 DG7105_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQS1849795464(NAD 83)
 DG7105
 DG7105                          SUPERSEDED SURVEY CONTROL
 DG7105
 DG7105  NAVD 88 (12/15/04)  403.937  (m)         1325.25   (f) SUPERSEDED  2 1
 DG7105
 DG7105.Superseded values are not recommended for survey control.
 DG7105
 DG7105.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG7105.See file dsdata.pdf to determine how the superseded data were derived.
 DG7105
 DG7105_MARKER: DB = BENCH MARK DISK
 DG7105_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG7105_STAMPING: 0301 B 1956
 DG7105_MARK LOGO: MNHD
 DG7105_PROJECTION: FLUSH
 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 13, 2023
 DG7105
 DG7105  HISTORY     - Date     Condition        Report By
 DG7105  HISTORY     - 1956     MONUMENTED       MNHD
 DG7105  HISTORY     - 20000620 GOOD             MNDT
 DG7105  HISTORY     - 20210629 GOOD             MNDT
 DG7105  HISTORY     - 20220913 GOOD             MNDT
 DG7105  HISTORY     - 20230613 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.
 DG7105
 DG7105                          STATION RECOVERY (2021)
 DG7105
 DG7105'RECOVERY NOTE BY MN DEPT OF TRANSP 2021 (DAS)
 DG7105'RECOVERED IN GOOD CONDITION.
 DG7105
 DG7105                          STATION RECOVERY (2022)
 DG7105
 DG7105'RECOVERY NOTE BY MN DEPT OF TRANSP 2022 (KMS)
 DG7105'RECOVERED IN GOOD CONDITION.
 DG7105'
 DG7105'NOTE-25.0 FT (7.6 M) WEST OF A POWER POLE NUMBER 15-3-60, 2.0 FT (0.6
 DG7105'M) WEST OF A WITNESS POST.
 DG7105
 DG7105                          STATION RECOVERY (2023)
 DG7105
 DG7105'RECOVERY NOTE BY MN DEPT OF TRANSP 2023 (AXH)
 DG7105'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DG7096 ***********************************************************************
 DG7096  DESIGNATION -  0301 H
 DG7096  PID         -  DG7096
 DG7096  STATE/COUNTY-  MN/BECKER
 DG7096  COUNTRY     -  US
 DG7096  USGS QUAD   -  DETROIT LAKES (2019)
 DG7096
 DG7096                         *CURRENT SURVEY CONTROL
 DG7096  ______________________________________________________________________
 DG7096* NAD 83(1986) POSITION- 46 49 39.6    (N) 095 52 09.5    (W)   HD_HELD2
 DG7096* NAVD 88 ORTHO HEIGHT -   414.363 (meters)     1359.46  (feet) ADJUSTED
 DG7096  ______________________________________________________________________
 DG7096  GEOID HEIGHT    -        -26.600 (meters)                     GEOID18
 DG7096  DYNAMIC HEIGHT  -        414.391 (meters)     1359.55  (feet) COMP
 DG7096  MODELED GRAVITY -    980,669.0   (mgal)                       NAVD 88
 DG7096
 DG7096  VERT ORDER      -  SECOND    CLASS I
 DG7096
 DG7096.The horizontal coordinates were established by autonomous hand held GPS
 DG7096.observations and have an estimated accuracy of +/- 10 meters.
 DG7096
 DG7096.The orthometric height was determined by differential leveling and
 DG7096.adjusted by the NATIONAL GEODETIC SURVEY
 DG7096.in December 2004.
 DG7096
 DG7096.Significant digits in the geoid height do not necessarily reflect accuracy.
 DG7096.GEOID18 height accuracy estimate available here.
 DG7096
 DG7096.Click photographs - Photos may exist for this station.
 DG7096
 DG7096.The dynamic height is computed by dividing the NAVD 88
 DG7096.geopotential number by the normal gravity value computed on the
 DG7096.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DG7096.degrees latitude (g = 980.6199 gals.).
 DG7096
 DG7096.The modeled gravity was interpolated from observed gravity values.
 DG7096
 DG7096;                    North         East    Units  Estimated Accuracy
 DG7096;SPC MN C     -   304,406.      676,460.      MT  (+/- 10 meters HH2 GPS)
 DG7096
 DG7096_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTM8116490011(NAD 83)
 DG7096
 DG7096                          SUPERSEDED SURVEY CONTROL
 DG7096
 DG7096.No superseded survey control is available for this station.
 DG7096
 DG7096_MARKER: DD = SURVEY DISK
 DG7096_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DG7096_STAMPING: 0301 H 2000
 DG7096_MARK LOGO: MNDT
 DG7096_PROJECTION: RECESSED 3 CENTIMETERS
 DG7096_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DG7096_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DG7096_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG7096+SATELLITE: SATELLITE OBSERVATIONS - 2000
 DG7096_ROD/PIPE-DEPTH: 7.6 meters
 DG7096
 DG7096  HISTORY     - Date     Condition        Report By
 DG7096  HISTORY     - 2000     MONUMENTED       MNDT
 DG7096
 DG7096                          STATION DESCRIPTION
 DG7096
 DG7096'DESCRIBED BY MN DEPT OF TRANSP 2000 (DKH)
 DG7096'1 MI (1.6 KM) WEST OF DETROIT LAKES, 0.8 MI (1.3 KM) WEST ALONG TH 10
 DG7096'FROM JCT OF TH 10 AND TH 59 IN DETROIT LAKES, AT TH 10 MP 43.60, 89 FT
 DG7096'(27.1 M) NNE OF WB TH 10, 45 FT (13.7 M) ESE OF ANDERSON RD, 43.7 FT
 DG7096'(13.3 M) SSW OF SOUTH RAIL OF RR TRACKS, 39.6 FT (12.1 M) NNE OF R/W
 DG7096'POST, 84.4 FT (25.7 M) WEST OF P-POLE, 2.6 FT (0.8 M) WNW OF WIT POST,
 DG7096'FLUSH, MAGNETIC, AND SUITABLE FOR GPS.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DG7097 ***********************************************************************
 DG7097  DESIGNATION -  0301 J
 DG7097  PID         -  DG7097
 DG7097  STATE/COUNTY-  MN/BECKER
 DG7097  COUNTRY     -  US
 DG7097  USGS QUAD   -  AUDUBON (2019)
 DG7097
 DG7097                         *CURRENT SURVEY CONTROL
 DG7097  ______________________________________________________________________
 DG7097* NAD 83(1986) POSITION- 46 50 02.59   (N) 095 54 26.52   (W)   HD_HELD1
 DG7097* NAVD 88 ORTHO HEIGHT -   416.357 (meters)     1366.00  (feet) ADJUSTED
 DG7097  ______________________________________________________________________
 DG7097  GEOID HEIGHT    -        -26.585 (meters)                     GEOID18
 DG7097  DYNAMIC HEIGHT  -        416.386 (meters)     1366.09  (feet) COMP
 DG7097  MODELED GRAVITY -    980,671.3   (mgal)                       NAVD 88
 DG7097
 DG7097  VERT ORDER      -  SECOND    CLASS I
 DG7097
 DG7097.The horizontal coordinates were determined by differentially corrected
 DG7097.hand held GPS observations or other comparable positioning techniques
 DG7097.and have an estimated accuracy of +/- 3 meters.
 DG7097
 DG7097.The orthometric height was determined by differential leveling and
 DG7097.adjusted by the NATIONAL GEODETIC SURVEY
 DG7097.in August 2019.
 DG7097
 DG7097.Significant digits in the geoid height do not necessarily reflect accuracy.
 DG7097.GEOID18 height accuracy estimate available here.
 DG7097
 DG7097.Click photographs - Photos may exist for this station.
 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     -   305,175.3     673,571.9     MT  (+/- 3 meters HH1 GPS) 
 DG7097
 DG7097_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTM7828890827(NAD 83)
 DG7097
 DG7097                          SUPERSEDED SURVEY CONTROL
 DG7097
 DG7097  NAVD 88 (12/15/04)  416.360  (m)         1366.01   (f) SUPERSEDED  2 1
 DG7097
 DG7097.Superseded values are not recommended for survey control.
 DG7097
 DG7097.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG7097.See file dsdata.pdf to determine how the superseded data were derived.
 DG7097
 DG7097_MARKER: DD = SURVEY DISK
 DG7097_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DG7097_STAMPING: 0301 J 2000
 DG7097_MARK LOGO: MNDT
 DG7097_PROJECTION: RECESSED 3 CENTIMETERS
 DG7097_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DG7097_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DG7097_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DG7097+SATELLITE: SATELLITE OBSERVATIONS - September 22, 2022
 DG7097_ROD/PIPE-DEPTH: 9.1 meters
 DG7097
 DG7097  HISTORY     - Date     Condition        Report By
 DG7097  HISTORY     - 2000     MONUMENTED       MNDT
 DG7097  HISTORY     - 20190926 GOOD             MNDT
 DG7097  HISTORY     - 20220922 GOOD             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.
 DG7097
 DG7097                          STATION RECOVERY (2019)
 DG7097
 DG7097'RECOVERY NOTE BY MN DEPT OF TRANSP 2019 (DAS)
 DG7097'RECOVERED AS DESCRIBED.
 DG7097
 DG7097                          STATION RECOVERY (2022)
 DG7097
 DG7097'RECOVERY NOTE BY MN DEPT OF TRANSP 2022 (TJD)
 DG7097'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DG7098 ***********************************************************************
 DG7098  DESIGNATION -  0301 K
 DG7098  PID         -  DG7098
 DG7098  STATE/COUNTY-  MN/BECKER
 DG7098  COUNTRY     -  US
 DG7098  USGS QUAD   -  AUDUBON (2019)
 DG7098
 DG7098                         *CURRENT SURVEY CONTROL
 DG7098  ______________________________________________________________________
 DG7098* NAD 83(2011) POSITION- 46 51 15.11808(N) 095 57 37.72528(W)   ADJUSTED
 DG7098* NAD 83(2011) ELLIP HT-   374.785 (meters)        (02/05/19)   ADJUSTED
 DG7098* NAD 83(2011) EPOCH   -  2010.00
 DG7098* NAVD 88 ORTHO HEIGHT -   401.367 (meters)     1316.82  (feet) ADJUSTED
 DG7098  ______________________________________________________________________
 DG7098  GEOID HEIGHT    -        -26.582 (meters)                     GEOID18
 DG7098  NAD 83(2011) X  -   -453,769.088 (meters)                     COMP
 DG7098  NAD 83(2011) Y  - -4,346,160.016 (meters)                     COMP
 DG7098  NAD 83(2011) Z  -  4,630,968.955 (meters)                     COMP
 DG7098  LAPLACE CORR    -         -0.70  (seconds)                    DEFLEC18
 DG7098  DYNAMIC HEIGHT  -        401.401 (meters)     1316.93  (feet) COMP
 DG7098  MODELED GRAVITY -    980,685.0   (mgal)                       NAVD 88
 DG7098
 DG7098  VERT ORDER      -  SECOND    CLASS I
 DG7098
 DG7098  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DG7098  Standards:
 DG7098         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DG7098            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DG7098  -------------------------------------------------------------------
 DG7098  NETWORK    0.88   1.47           0.40   0.31   0.75     -0.09684613
 DG7098  -------------------------------------------------------------------
 DG7098  Click here for local accuracies and other accuracy information.
 DG7098
 DG7098.The horizontal coordinates were established by GPS observations
 DG7098.and adjusted by the MN DEPT OF TRANSP in February 2019.
 DG7098
 DG7098.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DG7098.been affixed to the stable North American tectonic plate. See 
 DG7098.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DG7098
 DG7098.The horizontal coordinates are valid at the epoch date displayed above
 DG7098.which is a decimal equivalence of Year/Month/Day.
 DG7098
 DG7098.The orthometric height was determined by differential leveling and
 DG7098.adjusted by the NATIONAL GEODETIC SURVEY
 DG7098.in August 2019.
 DG7098
 DG7098.Significant digits in the geoid height do not necessarily reflect accuracy.
 DG7098.GEOID18 height accuracy estimate available here.
 DG7098
 DG7098.Click photographs - Photos may exist for this station.
 DG7098
 DG7098.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DG7098
 DG7098.The Laplace correction was computed from DEFLEC18 derived deflections.
 DG7098
 DG7098.The ellipsoidal height was determined by GPS observations
 DG7098.and is referenced to NAD 83.
 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. The following values were computed from the NAD 83(2011) position.
 DG7098
 DG7098;                    North         East     Units Scale Factor Converg.
 DG7098;SPC MN C     -   307,500.512   669,569.278   MT  0.99996309   -1 14 14.4
 DG7098;SPC MN C     - 1,008,857.93  2,196,745.21   sFT  0.99996309   -1 14 14.4
 DG7098;UTM  15      - 5,193,217.816   274,322.714   MT  1.00022602   -2 09 39.3
 DG7098;UTM  14      - 5,193,448.198   731,702.261   MT  1.00025990   +2 13 07.2
 DG7098
 DG7098!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG7098!SPC MN C     -   0.99994125  x   0.99996309  =   0.99990435
 DG7098!UTM  15      -   0.99994125  x   1.00022602  =   1.00016726
 DG7098!UTM  14      -   0.99994125  x   1.00025990  =   1.00020114
 DG7098
 DG7098_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTM7432293217(NAD 83)
 DG7098
 DG7098                          SUPERSEDED SURVEY CONTROL
 DG7098
 DG7098  NAVD 88 (12/15/04)  401.375  (m)         1316.84   (f) SUPERSEDED  2 1
 DG7098
 DG7098.Superseded values are not recommended for survey control.
 DG7098
 DG7098.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG7098.See file dsdata.pdf to determine how the superseded data were derived.
 DG7098
 DG7098_MARKER: DD = SURVEY DISK
 DG7098_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DG7098_STAMPING: 0301 K 2000
 DG7098_MARK LOGO: MNDT
 DG7098_PROJECTION: RECESSED 3 CENTIMETERS
 DG7098_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DG7098_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DG7098_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG7098+SATELLITE: SATELLITE OBSERVATIONS - June 06, 2018
 DG7098_ROD/PIPE-DEPTH: 9.1 meters
 DG7098
 DG7098  HISTORY     - Date     Condition        Report By
 DG7098  HISTORY     - 2000     MONUMENTED       MNDT
 DG7098  HISTORY     - 20180606 GOOD             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.
 DG7098
 DG7098                          STATION RECOVERY (2018)
 DG7098
 DG7098'RECOVERY NOTE BY MN DEPT OF TRANSP 2018 (KXW)
 DG7098'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DG7099 ***********************************************************************
 DG7099  DESIGNATION -  0301 L
 DG7099  PID         -  DG7099
 DG7099  STATE/COUNTY-  MN/BECKER
 DG7099  COUNTRY     -  US
 DG7099  USGS QUAD   -  AUDUBON (2019)
 DG7099
 DG7099                         *CURRENT SURVEY CONTROL
 DG7099  ______________________________________________________________________
 DG7099* NAD 83(1986) POSITION- 46 51 28.1    (N) 095 58 39.8    (W)   HD_HELD2
 DG7099* NAVD 88 ORTHO HEIGHT -   398.518 (meters)     1307.47  (feet) ADJUSTED
 DG7099  ______________________________________________________________________
 DG7099  GEOID HEIGHT    -        -26.586 (meters)                     GEOID18
 DG7099  DYNAMIC HEIGHT  -        398.551 (meters)     1307.58  (feet) COMP
 DG7099  MODELED GRAVITY -    980,684.1   (mgal)                       NAVD 88
 DG7099
 DG7099  VERT ORDER      -  SECOND    CLASS I
 DG7099
 DG7099.The horizontal coordinates were established by autonomous hand held GPS
 DG7099.observations and have an estimated accuracy of +/- 10 meters.
 DG7099
 DG7099.The orthometric height was determined by differential leveling and
 DG7099.adjusted by the NATIONAL GEODETIC SURVEY
 DG7099.in August 2019.
 DG7099
 DG7099.Significant digits in the geoid height do not necessarily reflect accuracy.
 DG7099.GEOID18 height accuracy estimate available here.
 DG7099
 DG7099.Click photographs - Photos may exist for this station.
 DG7099
 DG7099.The dynamic height is computed by dividing the NAVD 88
 DG7099.geopotential number by the normal gravity value computed on the
 DG7099.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DG7099.degrees latitude (g = 980.6199 gals.).
 DG7099
 DG7099.The modeled gravity was interpolated from observed gravity values.
 DG7099
 DG7099;                    North         East    Units  Estimated Accuracy
 DG7099;SPC MN C     -   307,930.      668,263.      MT  (+/- 10 meters HH2 GPS)
 DG7099
 DG7099_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTM7302393668(NAD 83)
 DG7099
 DG7099                          SUPERSEDED SURVEY CONTROL
 DG7099
 DG7099  NAVD 88 (12/15/04)  398.528  (m)         1307.50   (f) SUPERSEDED  2 1
 DG7099
 DG7099.Superseded values are not recommended for survey control.
 DG7099
 DG7099.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG7099.See file dsdata.pdf to determine how the superseded data were derived.
 DG7099
 DG7099_MARKER: DD = SURVEY DISK
 DG7099_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DG7099_STAMPING: 0301 L 2000
 DG7099_MARK LOGO: MNDT
 DG7099_PROJECTION: RECESSED 3 CENTIMETERS
 DG7099_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DG7099_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DG7099_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG7099+SATELLITE: SATELLITE OBSERVATIONS - 2000
 DG7099_ROD/PIPE-DEPTH: 9.1 meters
 DG7099
 DG7099  HISTORY     - Date     Condition        Report By
 DG7099  HISTORY     - 2000     MONUMENTED       MNDT
 DG7099  HISTORY     - 20210629 MARK NOT FOUND   MNDT
 DG7099  HISTORY     - 20220609 MARK NOT FOUND   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.
 DG7099
 DG7099                          STATION RECOVERY (2021)
 DG7099
 DG7099'RECOVERY NOTE BY MN DEPT OF TRANSP 2021 (DAS)
 DG7099'AFTER A THOROUGH FIELD SEARCH MARK WAS NOT FOUND.
 DG7099
 DG7099                          STATION RECOVERY (2022)
 DG7099
 DG7099'RECOVERY NOTE BY MN DEPT OF TRANSP 2022 (KMS)
 DG7099'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DG7100 ***********************************************************************
 DG7100  DESIGNATION -  0301 M
 DG7100  PID         -  DG7100
 DG7100  STATE/COUNTY-  MN/BECKER
 DG7100  COUNTRY     -  US
 DG7100  USGS QUAD   -  AUDUBON (2019)
 DG7100
 DG7100                         *CURRENT SURVEY CONTROL
 DG7100  ______________________________________________________________________
 DG7100* NAD 83(1986) POSITION- 46 51 51.7    (N) 095 59 53.5    (W)   HD_HELD2
 DG7100* NAVD 88 ORTHO HEIGHT -   394.287 (meters)     1293.59  (feet) ADJUSTED
 DG7100  ______________________________________________________________________
 DG7100  GEOID HEIGHT    -        -26.605 (meters)                     GEOID18
 DG7100  DYNAMIC HEIGHT  -        394.318 (meters)     1293.69  (feet) COMP
 DG7100  MODELED GRAVITY -    980,679.7   (mgal)                       NAVD 88
 DG7100
 DG7100  VERT ORDER      -  SECOND    CLASS I
 DG7100
 DG7100.The horizontal coordinates were established by autonomous hand held GPS
 DG7100.observations and have an estimated accuracy of +/- 10 meters.
 DG7100
 DG7100.The orthometric height was determined by differential leveling and
 DG7100.adjusted by the NATIONAL GEODETIC SURVEY
 DG7100.in August 2019.
 DG7100
 DG7100.Significant digits in the geoid height do not necessarily reflect accuracy.
 DG7100.GEOID18 height accuracy estimate available here.
 DG7100
 DG7100.Click photographs - Photos may exist for this station.
 DG7100
 DG7100.The dynamic height is computed by dividing the NAVD 88
 DG7100.geopotential number by the normal gravity value computed on the
 DG7100.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DG7100.degrees latitude (g = 980.6199 gals.).
 DG7100
 DG7100.The modeled gravity was interpolated from observed gravity values.
 DG7100
 DG7100;                    North         East    Units  Estimated Accuracy
 DG7100;SPC MN C     -   308,693.      666,719.      MT  (+/- 10 meters HH2 GPS)
 DG7100
 DG7100_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTM7149194456(NAD 83)
 DG7100
 DG7100                          SUPERSEDED SURVEY CONTROL
 DG7100
 DG7100  NAVD 88 (12/15/04)  394.299  (m)         1293.63   (f) SUPERSEDED  2 1
 DG7100
 DG7100.Superseded values are not recommended for survey control.
 DG7100
 DG7100.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG7100.See file dsdata.pdf to determine how the superseded data were derived.
 DG7100
 DG7100_MARKER: DD = SURVEY DISK
 DG7100_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DG7100_STAMPING: 0301 M 2000
 DG7100_MARK LOGO: MNDT
 DG7100_PROJECTION: RECESSED 3 CENTIMETERS
 DG7100_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DG7100_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DG7100_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG7100+SATELLITE: SATELLITE OBSERVATIONS - 2000
 DG7100_ROD/PIPE-DEPTH: 9.1 meters
 DG7100
 DG7100  HISTORY     - Date     Condition        Report By
 DG7100  HISTORY     - 2000     MONUMENTED       MNDT
 DG7100
 DG7100                          STATION DESCRIPTION
 DG7100
 DG7100'DESCRIBED BY MN DEPT OF TRANSP 2000 (DKH)
 DG7100'1 MI (1.6 KM) WNW OF AUDUBON, 1 MI (1.6 KM) WNW ALONG TH 10 FROM JCT
 DG7100'OF TH 10 AND CO RD 11 IN AUDUBON, AT TH 10 MP 37, 75 FT (22.9 M) NE OF
 DG7100'WB TH 10, 112.4 FT (34.3 M) WNW OF TH 10 MILEPOST 37, 1.8 FT (0.5 M)
 DG7100'SW OF WIT POST, RECESSED 1 INCH, MAGNETIC, AND SUITABLE FOR GPS.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DG7101 ***********************************************************************
 DG7101  DESIGNATION -  0301 N
 DG7101  PID         -  DG7101
 DG7101  STATE/COUNTY-  MN/BECKER
 DG7101  COUNTRY     -  US
 DG7101  USGS QUAD   -  BIG CORMORANT LAKE (2019)
 DG7101
 DG7101                         *CURRENT SURVEY CONTROL
 DG7101  ______________________________________________________________________
 DG7101* NAD 83(1986) POSITION- 46 52 28.98   (N) 096 02 08.57   (W)   HD_HELD1
 DG7101* NAVD 88 ORTHO HEIGHT -   406.291 (meters)     1332.97  (feet) ADJUSTED
 DG7101  ______________________________________________________________________
 DG7101  GEOID HEIGHT    -        -26.655 (meters)                     GEOID18
 DG7101  DYNAMIC HEIGHT  -        406.320 (meters)     1333.07  (feet) COMP
 DG7101  MODELED GRAVITY -    980,673.0   (mgal)                       NAVD 88
 DG7101
 DG7101  VERT ORDER      -  SECOND    CLASS I
 DG7101
 DG7101.The horizontal coordinates were determined by differentially corrected
 DG7101.hand held GPS observations or other comparable positioning techniques
 DG7101.and have an estimated accuracy of +/- 3 meters.
 DG7101
 DG7101.The orthometric height was determined by differential leveling and
 DG7101.adjusted by the NATIONAL GEODETIC SURVEY
 DG7101.in August 2019.
 DG7101
 DG7101.Significant digits in the geoid height do not necessarily reflect accuracy.
 DG7101.GEOID18 height accuracy estimate available here.
 DG7101
 DG7101.Click photographs - Photos may exist for this station.
 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     -   309,907.3     663,884.7     MT  (+/- 3 meters HH1 GPS) 
 DG7101
 DG7101_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQS2588195508(NAD 83)
 DG7101
 DG7101                          SUPERSEDED SURVEY CONTROL
 DG7101
 DG7101  NAVD 88 (12/15/04)  406.307  (m)         1333.03   (f) SUPERSEDED  2 1
 DG7101
 DG7101.Superseded values are not recommended for survey control.
 DG7101
 DG7101.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG7101.See file dsdata.pdf to determine how the superseded data were derived.
 DG7101
 DG7101_MARKER: DD = SURVEY DISK
 DG7101_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DG7101_STAMPING: 0301 N 2000
 DG7101_MARK LOGO: MNDT
 DG7101_PROJECTION: RECESSED 3 CENTIMETERS
 DG7101_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DG7101_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DG7101_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG7101+SATELLITE: SATELLITE OBSERVATIONS - June 29, 2021
 DG7101_ROD/PIPE-DEPTH: 9.1 meters
 DG7101
 DG7101  HISTORY     - Date     Condition        Report By
 DG7101  HISTORY     - 2000     MONUMENTED       MNDT
 DG7101  HISTORY     - 20210629 GOOD             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.
 DG7101
 DG7101                          STATION RECOVERY (2021)
 DG7101
 DG7101'RECOVERY NOTE BY MN DEPT OF TRANSP 2021 (DAS)
 DG7101'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DG7103 ***********************************************************************
 DG7103  DESIGNATION -  0301 P
 DG7103  PID         -  DG7103
 DG7103  STATE/COUNTY-  MN/BECKER
 DG7103  COUNTRY     -  US
 DG7103  USGS QUAD   -  LAKE PARK (2019)
 DG7103
 DG7103                         *CURRENT SURVEY CONTROL
 DG7103  ______________________________________________________________________
 DG7103* NAD 83(1986) POSITION- 46 52 38.0    (N) 096 05 42.3    (W)   HD_HELD2
 DG7103* NAVD 88 ORTHO HEIGHT -   408.727 (meters)     1340.97  (feet) ADJUSTED
 DG7103  ______________________________________________________________________
 DG7103  GEOID HEIGHT    -        -26.703 (meters)                     GEOID18
 DG7103  DYNAMIC HEIGHT  -        408.752 (meters)     1341.05  (feet) COMP
 DG7103  MODELED GRAVITY -    980,661.9   (mgal)                       NAVD 88
 DG7103
 DG7103  VERT ORDER      -  SECOND    CLASS I
 DG7103
 DG7103.The horizontal coordinates were established by autonomous hand held GPS
 DG7103.observations and have an estimated accuracy of +/- 10 meters.
 DG7103
 DG7103.The orthometric height was determined by differential leveling and
 DG7103.adjusted by the NATIONAL GEODETIC SURVEY
 DG7103.in August 2019.
 DG7103
 DG7103.Significant digits in the geoid height do not necessarily reflect accuracy.
 DG7103.GEOID18 height accuracy estimate available here.
 DG7103
 DG7103.Click photographs - Photos may exist for this station.
 DG7103
 DG7103.The dynamic height is computed by dividing the NAVD 88
 DG7103.geopotential number by the normal gravity value computed on the
 DG7103.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DG7103.degrees latitude (g = 980.6199 gals.).
 DG7103
 DG7103.The modeled gravity was interpolated from observed gravity values.
 DG7103
 DG7103;                    North         East    Units  Estimated Accuracy
 DG7103;SPC MN C     -   310,290.      659,367.      MT  (+/- 10 meters HH2 GPS)
 DG7103
 DG7103_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQS2134795617(NAD 83)
 DG7103
 DG7103                          SUPERSEDED SURVEY CONTROL
 DG7103
 DG7103  NAVD 88 (12/15/04)  408.748  (m)         1341.03   (f) SUPERSEDED  2 1
 DG7103
 DG7103.Superseded values are not recommended for survey control.
 DG7103
 DG7103.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG7103.See file dsdata.pdf to determine how the superseded data were derived.
 DG7103
 DG7103_MARKER: DD = SURVEY DISK
 DG7103_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DG7103_STAMPING: 0301 P 2000
 DG7103_MARK LOGO: MNDT
 DG7103_PROJECTION: RECESSED 3 CENTIMETERS
 DG7103_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DG7103_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DG7103_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG7103+SATELLITE: SATELLITE OBSERVATIONS - 2000
 DG7103_ROD/PIPE-DEPTH: 9.1 meters
 DG7103
 DG7103  HISTORY     - Date     Condition        Report By
 DG7103  HISTORY     - 2000     MONUMENTED       MNDT
 DG7103  HISTORY     - 20210629 MARK NOT FOUND   MNDT
 DG7103  HISTORY     - 20220613 MARK NOT FOUND   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.
 DG7103
 DG7103                          STATION RECOVERY (2021)
 DG7103
 DG7103'RECOVERY NOTE BY MN DEPT OF TRANSP 2021 (DAS)
 DG7103'AFTER A THOROUGH FIELD SEARCH MARK WAS NOT FOUND.
 DG7103
 DG7103                          STATION RECOVERY (2022)
 DG7103
 DG7103'RECOVERY NOTE BY MN DEPT OF TRANSP 2022 (KMS)
 DG7103'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DG7106 ***********************************************************************
 DG7106  DESIGNATION -  0301 R
 DG7106  PID         -  DG7106
 DG7106  STATE/COUNTY-  MN/BECKER
 DG7106  COUNTRY     -  US
 DG7106  USGS QUAD   -  DALE (2019)
 DG7106
 DG7106                         *CURRENT SURVEY CONTROL
 DG7106  ______________________________________________________________________
 DG7106* NAD 83(2011) POSITION- 46 52 39.99732(N) 096 09 16.59706(W)   ADJUSTED
 DG7106* NAD 83(2011) ELLIP HT-   377.519 (meters)        (02/05/19)   ADJUSTED
 DG7106* NAD 83(2011) EPOCH   -  2010.00
 DG7106* NAVD 88 ORTHO HEIGHT -   404.217 (meters)     1326.17  (feet) ADJUSTED
 DG7106  ______________________________________________________________________
 DG7106  GEOID HEIGHT    -        -26.734 (meters)                     GEOID18
 DG7106  NAD 83(2011) X  -   -468,287.347 (meters)                     COMP
 DG7106  NAD 83(2011) Y  - -4,342,697.623 (meters)                     COMP
 DG7106  NAD 83(2011) Z  -  4,632,763.105 (meters)                     COMP
 DG7106  LAPLACE CORR    -          0.99  (seconds)                    DEFLEC18
 DG7106  DYNAMIC HEIGHT  -        404.240 (meters)     1326.24  (feet) COMP
 DG7106  MODELED GRAVITY -    980,659.4   (mgal)                       NAVD 88
 DG7106
 DG7106  VERT ORDER      -  SECOND    CLASS I
 DG7106
 DG7106  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DG7106  Standards:
 DG7106         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DG7106            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DG7106  -------------------------------------------------------------------
 DG7106  NETWORK    0.49   0.98           0.22   0.17   0.50     -0.08751727
 DG7106  -------------------------------------------------------------------
 DG7106  Click here for local accuracies and other accuracy information.
 DG7106
 DG7106.The horizontal coordinates were established by GPS observations
 DG7106.and adjusted by the MN DEPT OF TRANSP in February 2019.
 DG7106
 DG7106.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DG7106.been affixed to the stable North American tectonic plate. See 
 DG7106.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DG7106
 DG7106.The horizontal coordinates are valid at the epoch date displayed above
 DG7106.which is a decimal equivalence of Year/Month/Day.
 DG7106
 DG7106.The orthometric height was determined by differential leveling and
 DG7106.adjusted by the NATIONAL GEODETIC SURVEY
 DG7106.in August 2019.
 DG7106
 DG7106.Significant digits in the geoid height do not necessarily reflect accuracy.
 DG7106.GEOID18 height accuracy estimate available here.
 DG7106
 DG7106.Click photographs - Photos may exist for this station.
 DG7106
 DG7106.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DG7106
 DG7106.The Laplace correction was computed from DEFLEC18 derived deflections.
 DG7106
 DG7106.The ellipsoidal height was determined by GPS observations
 DG7106.and is referenced to NAD 83.
 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. The following values were computed from the NAD 83(2011) position.
 DG7106
 DG7106;                    North         East     Units Scale Factor Converg.
 DG7106;SPC MN C     -   310,458.563   654,831.755   MT  0.99996691   -1 22 40.0
 DG7106;SPC MN C     - 1,018,562.80  2,148,393.85   sFT  0.99996691   -1 22 40.0
 DG7106;UTM  14      - 5,195,513.057   716,809.460   MT  1.00017778   +2 04 39.5
 DG7106
 DG7106!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG7106!SPC MN C     -   0.99994083  x   0.99996691  =   0.99990774
 DG7106!UTM  14      -   0.99994083  x   1.00017778  =   1.00011860
 DG7106
 DG7106_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQS1680995513(NAD 83)
 DG7106
 DG7106                          SUPERSEDED SURVEY CONTROL
 DG7106
 DG7106  NAVD 88 (12/15/04)  404.243  (m)         1326.25   (f) SUPERSEDED  2 1
 DG7106
 DG7106.Superseded values are not recommended for survey control.
 DG7106
 DG7106.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG7106.See file dsdata.pdf to determine how the superseded data were derived.
 DG7106
 DG7106_MARKER: DD = SURVEY DISK
 DG7106_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DG7106_STAMPING: 0301 R 2000
 DG7106_MARK LOGO: MNDT
 DG7106_PROJECTION: FLUSH
 DG7106_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DG7106_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DG7106_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG7106+SATELLITE: SATELLITE OBSERVATIONS - June 13, 2023
 DG7106_ROD/PIPE-DEPTH: 9.1 meters
 DG7106
 DG7106  HISTORY     - Date     Condition        Report By
 DG7106  HISTORY     - 2000     MONUMENTED       MNDT
 DG7106  HISTORY     - 20180612 GOOD             MNDT
 DG7106  HISTORY     - 20220913 GOOD             MNDT
 DG7106  HISTORY     - 20230613 GOOD             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.
 DG7106
 DG7106                          STATION RECOVERY (2018)
 DG7106
 DG7106'RECOVERY NOTE BY MN DEPT OF TRANSP 2018 (CXB)
 DG7106'RECOVERED IN GOOD CONDITION.
 DG7106
 DG7106                          STATION RECOVERY (2022)
 DG7106
 DG7106'RECOVERY NOTE BY MN DEPT OF TRANSP 2022 (KMS)
 DG7106'RECOVERED AS DESCRIBED.
 DG7106
 DG7106                          STATION RECOVERY (2023)
 DG7106
 DG7106'RECOVERY NOTE BY MN DEPT OF TRANSP 2023 (AXH)
 DG7106'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DG7093 ***********************************************************************
 DG7093  DESIGNATION -  0301 S
 DG7093  PID         -  DG7093
 DG7093  STATE/COUNTY-  MN/BECKER
 DG7093  COUNTRY     -  US
 DG7093  USGS QUAD   -  DETROIT LAKES (2019)
 DG7093
 DG7093                         *CURRENT SURVEY CONTROL
 DG7093  ______________________________________________________________________
 DG7093* NAD 83(1986) POSITION- 46 49 18.8    (N) 095 51 13.0    (W)   HD_HELD2
 DG7093* NAVD 88 ORTHO HEIGHT -   424.562 (meters)     1392.92  (feet) ADJUSTED
 DG7093  ______________________________________________________________________
 DG7093  GEOID HEIGHT    -        -26.599 (meters)                     GEOID18
 DG7093  DYNAMIC HEIGHT  -        424.591 (meters)     1393.01  (feet) COMP
 DG7093  MODELED GRAVITY -    980,669.5   (mgal)                       NAVD 88
 DG7093
 DG7093  VERT ORDER      -  SECOND    CLASS I
 DG7093
 DG7093.The horizontal coordinates were established by autonomous hand held GPS
 DG7093.observations and have an estimated accuracy of +/- 10 meters.
 DG7093
 DG7093.The orthometric height was determined by differential leveling and
 DG7093.adjusted by the NATIONAL GEODETIC SURVEY
 DG7093.in August 2019.
 DG7093
 DG7093.Significant digits in the geoid height do not necessarily reflect accuracy.
 DG7093.GEOID18 height accuracy estimate available here.
 DG7093
 DG7093.Click photographs - Photos may exist for this station.
 DG7093
 DG7093.The dynamic height is computed by dividing the NAVD 88
 DG7093.geopotential number by the normal gravity value computed on the
 DG7093.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DG7093.degrees latitude (g = 980.6199 gals.).
 DG7093
 DG7093.The modeled gravity was interpolated from observed gravity values.
 DG7093
 DG7093;                    North         East    Units  Estimated Accuracy
 DG7093;SPC MN C     -   303,739.      677,645.      MT  (+/- 10 meters HH2 GPS)
 DG7093
 DG7093_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTM8233889325(NAD 83)
 DG7093
 DG7093                          SUPERSEDED SURVEY CONTROL
 DG7093
 DG7093  NAVD 88 (12/15/04)  424.561  (m)         1392.91   (f) SUPERSEDED  2 1
 DG7093
 DG7093.Superseded values are not recommended for survey control.
 DG7093
 DG7093.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG7093.See file dsdata.pdf to determine how the superseded data were derived.
 DG7093
 DG7093_MARKER: DV = VERTICAL CONTROL DISK
 DG7093_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DG7093_SP_SET: BRIDGE PARAPET
 DG7093_STAMPING: 0301 S 2000
 DG7093_MARK LOGO: MNDT
 DG7093_MAGNETIC: N = NO MAGNETIC MATERIAL
 DG7093_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DG7093_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DG7093+SATELLITE: SATELLITE OBSERVATIONS - June 22, 2022
 DG7093
 DG7093  HISTORY     - Date     Condition        Report By
 DG7093  HISTORY     - 19920401 MONUMENTED       MNDT
 DG7093  HISTORY     - 20001220 GOOD             MNDT
 DG7093  HISTORY     - 20040112 GOOD             MNDT
 DG7093  HISTORY     - 20041025 GOOD             MNDT
 DG7093  HISTORY     - 20140507 GOOD             MNDT
 DG7093  HISTORY     - 20190926 GOOD             MNDT
 DG7093  HISTORY     - 20220622 GOOD             MNDT
 DG7093
 DG7093                          STATION DESCRIPTION
 DG7093
 DG7093'DESCRIBED BY MN DEPT OF TRANSP 2000 (WAS)
 DG7093'THE MARK WAS RECOVERED IN GOOD CONDITION.  THE MARK IS IN DETROIT
 DG7093'LAKES, ABOUT 700 FT (213.4 M) EAST OF ALONG TH 10 FROM JCT OF TH 10
 DG7093'AND TH 59 IN DETROIT LAKES, AT TH 10 MP 44.5, 18.4 FT (5.6 M) SOUTH OF
 DG7093'WB TH 10, IN BRDG RAIL IN THE NORTH BRIDGE OVER THE SOO LINE TRACKS,
 DG7093'IN BRIDGE RAIL 1.0 FT (0.3 M) WEST OF SE END OF RAIL.  DISK WAS SET IN
 DG7093'BRIDGE WHEN BUILT IN 1992 THEN STAMPED IN 2000.
 DG7093
 DG7093                          STATION RECOVERY (2004)
 DG7093
 DG7093'RECOVERY NOTE BY MN DEPT OF TRANSP 2004 (MPP)
 DG7093'RECOVERED AS DESCRIBED.
 DG7093
 DG7093                          STATION RECOVERY (2004)
 DG7093
 DG7093'RECOVERY NOTE BY MN DEPT OF TRANSP 2004 (MPP)
 DG7093'THE MARK IS LOCATED ABOUT 8.3 MI (13.4 KM) WEST-SOUTHWEST OF ROCHERT,
 DG7093'6.7 MI (10.8 KM) EAST-SOUTHEAST OF AUDUBON AND IN THE TOWN OF DETROIT
 DG7093'LAKES, MINNESOTA.
 DG7093'
 DG7093'TO REACH THE MARK FROM THE JUNCTION OF TRUNK HIGHWAY 59 AND TRUNK
 DG7093'HIGHWAY 19 IN DETROIT LAKES, GO 0.15 MI (0.2 KM) SOUTHEAST ON TRUNK
 DG7093'HIGHWAY 10 TO MILE POINT 44.5 AND THE MARK ON THE LEFT.
 DG7093'
 DG7093'THE MARK IS FOUND 18.4 FT (5.6 M) SOUTH OF WESTBOUND TRUNK HIGHWAY 10,
 DG7093'IN THE JERSEY BARRIER APPROACH TO THE NORTH BRIDGE OVER THE RAILROAD
 DG7093'TRACKS, 1.0 FT (0.3 M) WEST OF THE END OF THE SOUTHEAST ATTACHED
 DG7093'GUARDRAIL.
 DG7093
 DG7093                          STATION RECOVERY (2014)
 DG7093
 DG7093'RECOVERY NOTE BY MN DEPT OF TRANSP 2014 (MAS)
 DG7093'IN DETROIT LAKES, IN BRIDGE RAILING IN SOUTHEAST CORNER OF WESTBOUND
 DG7093'TRUNK HIGHWAY 10 BRIDGE NUMBER 03004 OVER RAILROAD TRACKS, 0.15 MI
 DG7093'(0.2 KM) EAST ALONG TRUNK HIGHWAY 10  FROM THE JUNCTION OF TRUNK
 DG7093'HIGHWAY 10 AND TRUNK HIGHWAY 59/ TRUNK HIGHWAY 34 IN DETROIT LAKES, AT
 DG7093'TRUNK HIGHWAY 10 MILE POINT 44.5, 18.4 FT (5.6 M) SOUTH OF WESTBOUND
 DG7093'TRUNK HIGHWAY 10, 1.0 FT (0.3 M) WEST OF SOUTHEAST END OF BRIDGE
 DG7093'RAILING.  MARK SET WHEN BRIDGE BUILT IN 1992 AND STAMPED WHEN FIRST
 DG7093'USED IN 2000.
 DG7093
 DG7093                          STATION RECOVERY (2019)
 DG7093
 DG7093'RECOVERY NOTE BY MN DEPT OF TRANSP 2019 (KMS)
 DG7093'RECOVERED IN GOOD CONDITION.
 DG7093
 DG7093                          STATION RECOVERY (2022)
 DG7093
 DG7093'RECOVERY NOTE BY MN DEPT OF TRANSP 2022 (TJD)
 DG7093'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DR9697 ***********************************************************************
 DR9697  DESIGNATION -  0301 T
 DR9697  PID         -  DR9697
 DR9697  STATE/COUNTY-  MN/BECKER
 DR9697  COUNTRY     -  US
 DR9697  USGS QUAD   -  LAKE PARK (2019)
 DR9697
 DR9697                         *CURRENT SURVEY CONTROL
 DR9697  ______________________________________________________________________
 DR9697* NAD 83(2011) POSITION- 46 52 38.73516(N) 096 06 40.32482(W)   ADJUSTED
 DR9697* NAD 83(2011) ELLIP HT-   376.176 (meters)        (02/07/24)   ADJUSTED
 DR9697* NAD 83(2011) EPOCH   -  2010.00
 DR9697* NAVD 88 ORTHO HEIGHT -   402.873 (meters)     1321.76  (feet) ADJUSTED
 DR9697  ______________________________________________________________________
 DR9697  GEOID HEIGHT    -        -26.714 (meters)                     GEOID18
 DR9697  NAD 83(2011) X  -   -464,999.989 (meters)                     COMP
 DR9697  NAD 83(2011) Y  - -4,343,078.540 (meters)                     COMP
 DR9697  NAD 83(2011) Z  -  4,632,735.481 (meters)                     COMP
 DR9697  LAPLACE CORR    -          1.64  (seconds)                    DEFLEC18
 DR9697  DYNAMIC HEIGHT  -        402.897 (meters)     1321.84  (feet) COMP
 DR9697  MODELED GRAVITY -    980,661.5   (mgal)                       NAVD 88
 DR9697
 DR9697  VERT ORDER      -  SECOND    CLASS I
 DR9697
 DR9697  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DR9697  Standards:
 DR9697         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DR9697            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DR9697  -------------------------------------------------------------------
 DR9697  NETWORK    0.57   1.33           0.26   0.20   0.68     -0.12259301
 DR9697  -------------------------------------------------------------------
 DR9697  Click here for local accuracies and other accuracy information.
 DR9697
 DR9697.The horizontal coordinates were established by GPS observations
 DR9697.and adjusted by the MN DEPT OF TRANSP in February 2024.
 DR9697
 DR9697.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DR9697.been affixed to the stable North American tectonic plate. See 
 DR9697.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DR9697
 DR9697.The horizontal coordinates are valid at the epoch date displayed above
 DR9697.which is a decimal equivalence of Year/Month/Day.
 DR9697
 DR9697.The orthometric height was determined by differential leveling and
 DR9697.adjusted by the NATIONAL GEODETIC SURVEY
 DR9697.in April 2024.
 DR9697
 DR9697.Significant digits in the geoid height do not necessarily reflect accuracy.
 DR9697.GEOID18 height accuracy estimate available here.
 DR9697
 DR9697.Click photographs - Photos may exist for this station.
 DR9697
 DR9697.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DR9697
 DR9697.The Laplace correction was computed from DEFLEC18 derived deflections.
 DR9697
 DR9697.The ellipsoidal height was determined by GPS observations
 DR9697.and is referenced to NAD 83.
 DR9697
 DR9697.The dynamic height is computed by dividing the NAVD 88
 DR9697.geopotential number by the normal gravity value computed on the
 DR9697.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DR9697.degrees latitude (g = 980.6199 gals.).
 DR9697
 DR9697.The modeled gravity was interpolated from observed gravity values.
 DR9697
 DR9697. The following values were computed from the NAD 83(2011) position.
 DR9697
 DR9697;                    North         East     Units Scale Factor Converg.
 DR9697;SPC MN C     -   310,340.945   658,138.828   MT  0.99996685   -1 20 46.9
 DR9697;SPC MN C     - 1,018,176.92  2,159,243.80   sFT  0.99996685   -1 20 46.9
 DR9697;UTM  14      - 5,195,595.004   720,118.336   MT  1.00019556   +2 06 33.7
 DR9697
 DR9697!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DR9697!SPC MN C     -   0.99994104  x   0.99996685  =   0.99990789
 DR9697!UTM  14      -   0.99994104  x   1.00019556  =   1.00013659
 DR9697
 DR9697_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQS2011895595(NAD 83)
 DR9697
 DR9697                          SUPERSEDED SURVEY CONTROL
 DR9697
 DR9697.No superseded survey control is available for this station.
 DR9697
 DR9697_MARKER: F = FLANGE-ENCASED ROD
 DR9697_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DR9697_STAMPING: 0301 T 2022
 DR9697_MARK LOGO: MNDT
 DR9697_PROJECTION: RECESSED 3 CENTIMETERS
 DR9697_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DR9697_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DR9697_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DR9697+SATELLITE: SATELLITE OBSERVATIONS - June 08, 2023
 DR9697_ROD/PIPE-DEPTH: 5.18 meters
 DR9697
 DR9697  HISTORY     - Date     Condition        Report By
 DR9697  HISTORY     - 20220727 MONUMENTED       MNDT
 DR9697  HISTORY     - 20220928 GOOD             MNDT
 DR9697  HISTORY     - 20230608 GOOD             MNDT
 DR9697
 DR9697                          STATION DESCRIPTION
 DR9697
 DR9697'DESCRIBED BY MN DEPT OF TRANSP 2022 (RMJ)
 DR9697'THE MARK IS LOCATED ABOUT 6.2 MI (10.0 KM) WEST OF AUDUBON, 5.5 MI
 DR9697'(8.8 KM) EAST-SOUTHEAST OF DALE AND 1.0 MI (1.6 KM) SOUTHWEST OF LAKE
 DR9697'PARK.
 DR9697'
 DR9697'THE MARK WAS LOCATED ABOUT 0.6 MI (1.0 KM) WEST OF LAKE PARK, 0.75 MI
 DR9697'(1.21 KM) WEST ALONG TRUNK HIGHWAY 10 FROM THE JUNCTION OF TRUNK
 DR9697'HIGHWAY 10 AND COUNTY ROAD 7 IN LAKE PARK, AT TRUNK HIGHWAY 10 MILE
 DR9697'POINT 31.5.
 DR9697'
 DR9697'IT IS 62.7 FT (19.1 M) NORTH OF WESTBOUND TRUNK HIGHWAY 10, 132.8 FT
 DR9697'(40.5 M) EAST OF 140TH AVENUE EXTENDED, 11.7 FT (3.6 M) SOUTH OF A
 DR9697'RIGHT-OF-WAY POST AND 1.5 FT (0.5 M) SOUTH OF A WITNESS POST.
 DR9697'
 DR9697'NOTE-THE STATION STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER
 DR9697'ALUMINUM ROD DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION
 DR9697'REMOVABLE DISK SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY
 DR9697'A SIX-INCH PVC PIPE BACK FILLED WITH WASHED SAND.
 DR9697
 DR9697                          STATION RECOVERY (2023)
 DR9697
 DR9697'RECOVERY NOTE BY MN DEPT OF TRANSP 2023 (JXK)
 DR9697'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DR9696 ***********************************************************************
 DR9696  DESIGNATION -  0301 U
 DR9696  PID         -  DR9696
 DR9696  STATE/COUNTY-  MN/BECKER
 DR9696  COUNTRY     -  US
 DR9696  USGS QUAD   -  LAKE PARK (2019)
 DR9696
 DR9696                         *CURRENT SURVEY CONTROL
 DR9696  ______________________________________________________________________
 DR9696* NAD 83(2011) POSITION- 46 52 39.23087(N) 096 03 16.98896(W)   ADJUSTED
 DR9696* NAD 83(2011) ELLIP HT-   377.876 (meters)        (02/07/24)   ADJUSTED
 DR9696* NAD 83(2011) EPOCH   -  2010.00
 DR9696* NAVD 88 ORTHO HEIGHT -   404.531 (meters)     1327.20  (feet) ADJUSTED
 DR9696  ______________________________________________________________________
 DR9696  GEOID HEIGHT    -        -26.676 (meters)                     GEOID18
 DR9696  NAD 83(2011) X  -   -460,717.301 (meters)                     COMP
 DR9696  NAD 83(2011) Y  - -4,343,524.871 (meters)                     COMP
 DR9696  NAD 83(2011) Z  -  4,632,747.186 (meters)                     COMP
 DR9696  LAPLACE CORR    -          1.78  (seconds)                    DEFLEC18
 DR9696  DYNAMIC HEIGHT  -        404.559 (meters)     1327.29  (feet) COMP
 DR9696  MODELED GRAVITY -    980,669.3   (mgal)                       NAVD 88
 DR9696
 DR9696  VERT ORDER      -  SECOND    CLASS I
 DR9696
 DR9696  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DR9696  Standards:
 DR9696         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DR9696            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DR9696  -------------------------------------------------------------------
 DR9696  NETWORK    0.59   1.35           0.27   0.20   0.69     -0.11954018
 DR9696  -------------------------------------------------------------------
 DR9696  Click here for local accuracies and other accuracy information.
 DR9696
 DR9696.The horizontal coordinates were established by GPS observations
 DR9696.and adjusted by the MN DEPT OF TRANSP in February 2024.
 DR9696
 DR9696.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DR9696.been affixed to the stable North American tectonic plate. See 
 DR9696.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DR9696
 DR9696.The horizontal coordinates are valid at the epoch date displayed above
 DR9696.which is a decimal equivalence of Year/Month/Day.
 DR9696
 DR9696.The orthometric height was determined by differential leveling and
 DR9696.adjusted by the NATIONAL GEODETIC SURVEY
 DR9696.in April 2024.
 DR9696
 DR9696.Significant digits in the geoid height do not necessarily reflect accuracy.
 DR9696.GEOID18 height accuracy estimate available here.
 DR9696
 DR9696.Click photographs - Photos may exist for this station.
 DR9696
 DR9696.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DR9696
 DR9696.The Laplace correction was computed from DEFLEC18 derived deflections.
 DR9696
 DR9696.The ellipsoidal height was determined by GPS observations
 DR9696.and is referenced to NAD 83.
 DR9696
 DR9696.The dynamic height is computed by dividing the NAVD 88
 DR9696.geopotential number by the normal gravity value computed on the
 DR9696.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DR9696.degrees latitude (g = 980.6199 gals.).
 DR9696
 DR9696.The modeled gravity was interpolated from observed gravity values.
 DR9696
 DR9696. The following values were computed from the NAD 83(2011) position.
 DR9696
 DR9696;                    North         East     Units Scale Factor Converg.
 DR9696;SPC MN C     -   310,256.619   662,443.504   MT  0.99996688   -1 18 19.8
 DR9696;SPC MN C     - 1,017,900.26  2,173,366.73   sFT  0.99996688   -1 18 19.8
 DR9696;UTM  14      - 5,195,770.363   724,421.302   MT  1.00021907   +2 09 02.3
 DR9696;UTM  15      - 5,196,089.325   267,240.340   MT  1.00026593   -2 13 50.2
 DR9696
 DR9696!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DR9696!SPC MN C     -   0.99994077  x   0.99996688  =   0.99990765
 DR9696!UTM  14      -   0.99994077  x   1.00021907  =   1.00015983
 DR9696!UTM  15      -   0.99994077  x   1.00026593  =   1.00020668
 DR9696
 DR9696_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQS2442195770(NAD 83)
 DR9696
 DR9696                          SUPERSEDED SURVEY CONTROL
 DR9696
 DR9696.No superseded survey control is available for this station.
 DR9696
 DR9696_MARKER: F = FLANGE-ENCASED ROD
 DR9696_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DR9696_STAMPING: 0301 U 2022
 DR9696_MARK LOGO: MNDT
 DR9696_PROJECTION: RECESSED 5 CENTIMETERS
 DR9696_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DR9696_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DR9696_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DR9696+SATELLITE: SATELLITE OBSERVATIONS - June 08, 2023
 DR9696_ROD/PIPE-DEPTH: 3.35 meters
 DR9696
 DR9696  HISTORY     - Date     Condition        Report By
 DR9696  HISTORY     - 20220727 MONUMENTED       MNDT
 DR9696  HISTORY     - 20220927 GOOD             MNDT
 DR9696  HISTORY     - 20230608 GOOD             MNDT
 DR9696
 DR9696                          STATION DESCRIPTION
 DR9696
 DR9696'DESCRIBED BY MN DEPT OF TRANSP 2022 (BJG)
 DR9696'THE MARK IS LOCATED ABOUT 8.0 MI (12.9 KM) EAST-SOUTHEAST OF DALE, 3.6
 DR9696'MI (5.8 KM) WEST-NORTHWEST OF AUDUBON AND 2.0 MI (3.2 KM)
 DR9696'EAST-SOUTHEAST OF LAKE PARK.
 DR9696'
 DR9696'THE MARK WAS LOCATED ABOUT 1.9 MI (3.1 KM) EAST OF LAKE PARK, 1.65 MI
 DR9696'(2.65 KM) EAST ALONG TRUNK HIGHWAY 10 FROM THE JUNCTION OF TRUNK
 DR9696'HIGHWAY 10 AND COUNTY ROAD 5 IN LAKE PARK, AT TRUNK HIGHWAY 10 MILE
 DR9696'POINT 34.15.
 DR9696'
 DR9696'IT IS 34.2 FT (10.4 M) SOUTH OF EASTBOUND TRUNK HIGHWAY 10, 14.6 FT
 DR9696'(4.5 M) NORTH OF THE EDGE OF THE BIT OF A PARKING LOT AND 1.5 FT (0.5
 DR9696'M) WEST OF A WITNESS POST.
 DR9696'
 DR9696'NOTE-THE STATION STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER
 DR9696'ALUMINUM ROD DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION
 DR9696'REMOVABLE DISK SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY
 DR9696'A SIX-INCH PVC PIPE BACK FILLED WITH WASHED SAND.
 DR9696
 DR9696                          STATION RECOVERY (2023)
 DR9696
 DR9696'RECOVERY NOTE BY MN DEPT OF TRANSP 2023 (EXR)
 DR9696'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DR9695 ***********************************************************************
 DR9695  DESIGNATION -  0301 V
 DR9695  PID         -  DR9695
 DR9695  STATE/COUNTY-  MN/BECKER
 DR9695  COUNTRY     -  US
 DR9695  USGS QUAD   -  BIG CORMORANT LAKE (2019)
 DR9695
 DR9695                         *CURRENT SURVEY CONTROL
 DR9695  ______________________________________________________________________
 DR9695* NAD 83(2011) POSITION- 46 52 24.66297(N) 096 02 02.02169(W)   ADJUSTED
 DR9695* NAD 83(2011) ELLIP HT-   379.813 (meters)        (02/07/24)   ADJUSTED
 DR9695* NAD 83(2011) EPOCH   -  2010.00
 DR9695* NAVD 88 ORTHO HEIGHT -   406.442 (meters)     1333.47  (feet) ADJUSTED
 DR9695  ______________________________________________________________________
 DR9695  GEOID HEIGHT    -        -26.650 (meters)                     GEOID18
 DR9695  NAD 83(2011) X  -   -459,173.265 (meters)                     COMP
 DR9695  NAD 83(2011) Y  - -4,344,019.888 (meters)                     COMP
 DR9695  NAD 83(2011) Z  -  4,632,441.065 (meters)                     COMP
 DR9695  LAPLACE CORR    -          1.91  (seconds)                    DEFLEC18
 DR9695  DYNAMIC HEIGHT  -        406.471 (meters)     1333.56  (feet) COMP
 DR9695  MODELED GRAVITY -    980,673.3   (mgal)                       NAVD 88
 DR9695
 DR9695  VERT ORDER      -  SECOND    CLASS I
 DR9695
 DR9695  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DR9695  Standards:
 DR9695         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DR9695            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DR9695  -------------------------------------------------------------------
 DR9695  NETWORK    0.57   1.27           0.26   0.20   0.65     -0.12128341
 DR9695  -------------------------------------------------------------------
 DR9695  Click here for local accuracies and other accuracy information.
 DR9695
 DR9695.The horizontal coordinates were established by GPS observations
 DR9695.and adjusted by the MN DEPT OF TRANSP in February 2024.
 DR9695
 DR9695.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DR9695.been affixed to the stable North American tectonic plate. See 
 DR9695.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DR9695
 DR9695.The horizontal coordinates are valid at the epoch date displayed above
 DR9695.which is a decimal equivalence of Year/Month/Day.
 DR9695
 DR9695.The orthometric height was determined by differential leveling and
 DR9695.adjusted by the NATIONAL GEODETIC SURVEY
 DR9695.in April 2024.
 DR9695
 DR9695.Significant digits in the geoid height do not necessarily reflect accuracy.
 DR9695.GEOID18 height accuracy estimate available here.
 DR9695
 DR9695.Click photographs - Photos may exist for this station.
 DR9695
 DR9695.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DR9695
 DR9695.The Laplace correction was computed from DEFLEC18 derived deflections.
 DR9695
 DR9695.The ellipsoidal height was determined by GPS observations
 DR9695.and is referenced to NAD 83.
 DR9695
 DR9695.The dynamic height is computed by dividing the NAVD 88
 DR9695.geopotential number by the normal gravity value computed on the
 DR9695.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DR9695.degrees latitude (g = 980.6199 gals.).
 DR9695
 DR9695.The modeled gravity was interpolated from observed gravity values.
 DR9695
 DR9695. The following values were computed from the NAD 83(2011) position.
 DR9695
 DR9695;                    North         East     Units Scale Factor Converg.
 DR9695;SPC MN C     -   309,770.932   664,020.336   MT  0.99996621   -1 17 25.6
 DR9695;SPC MN C     - 1,016,306.80  2,178,540.05   sFT  0.99996621   -1 17 25.6
 DR9695;UTM  14      - 5,195,380.519   726,024.958   MT  1.00022795   +2 09 56.6
 DR9695;UTM  15      - 5,195,578.096   268,809.590   MT  1.00025698   -2 12 54.9
 DR9695
 DR9695!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DR9695!SPC MN C     -   0.99994047  x   0.99996621  =   0.99990668
 DR9695!UTM  14      -   0.99994047  x   1.00022795  =   1.00016840
 DR9695!UTM  15      -   0.99994047  x   1.00025698  =   1.00019743
 DR9695
 DR9695_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQS2602495380(NAD 83)
 DR9695
 DR9695                          SUPERSEDED SURVEY CONTROL
 DR9695
 DR9695.No superseded survey control is available for this station.
 DR9695
 DR9695_MARKER: F = FLANGE-ENCASED ROD
 DR9695_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DR9695_STAMPING: 0301 V 2022
 DR9695_MARK LOGO: MNDT
 DR9695_PROJECTION: RECESSED 5 CENTIMETERS
 DR9695_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DR9695_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DR9695_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DR9695+SATELLITE: SATELLITE OBSERVATIONS - June 08, 2023
 DR9695_ROD/PIPE-DEPTH: 10.0 meters
 DR9695
 DR9695  HISTORY     - Date     Condition        Report By
 DR9695  HISTORY     - 20220727 MONUMENTED       MNDT
 DR9695  HISTORY     - 20220927 GOOD             MNDT
 DR9695  HISTORY     - 20230608 GOOD             MNDT
 DR9695
 DR9695                          STATION DESCRIPTION
 DR9695
 DR9695'DESCRIBED BY MN DEPT OF TRANSP 2022 (BJG)
 DR9695'THE MARK IS LOCATED ABOUT 9.1 MI (14.6 KM) EAST-SOUTHEAST OF DALE, 3.0
 DR9695'MI (4.8 KM) EAST-SOUTHEAST OF LAKE PARK AND 2.6 MI (4.2 KM)
 DR9695'WEST-NORTHWEST OF AUDUBON.
 DR9695'
 DR9695'THE MARK WAS LOCATED ABOUT 3.0 MI (4.8 KM) EAST OF LAKE PARK, 2.7 MI
 DR9695'(4.3 KM) EAST ALONG TRUNK HIGHWAY 10 FROM THE JUNCTION OF TRUNK
 DR9695'HIGHWAY 10 AND COUNTY ROAD 5 IN LAKE PARK, AT TRUNK HIGHWAY 10 MILE
 DR9695'POINT 35.20.
 DR9695'
 DR9695'IT IS 46.9 FT (14.3 M) SOUTHWEST OF EASTBOUND TRUNK HIGHWAY 10, 56.2
 DR9695'FT (17.1 M) SOUTHEAST OF DRIVEWAY NUMBER 17673 AND 1.5 FT (0.5 M)
 DR9695'NORTHEAST OF A WITNESS POST.
 DR9695'
 DR9695'NOTE-THE STATION STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER
 DR9695'ALUMINUM ROD DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION
 DR9695'REMOVABLE DISK SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY
 DR9695'A SIX-INCH PVC PIPE BACK FILLED WITH WASHED SAND.
 DR9695
 DR9695                          STATION RECOVERY (2023)
 DR9695
 DR9695'RECOVERY NOTE BY MN DEPT OF TRANSP 2023 (EXR)
 DR9695'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DR9692 ***********************************************************************
 DR9692  DESIGNATION -  0301 W
 DR9692  PID         -  DR9692
 DR9692  STATE/COUNTY-  MN/BECKER
 DR9692  COUNTRY     -  US
 DR9692  USGS QUAD   -  AUDUBON (2019)
 DR9692
 DR9692                         *CURRENT SURVEY CONTROL
 DR9692  ______________________________________________________________________
 DR9692* NAD 83(2011) POSITION- 46 51 41.08448(N) 095 59 27.21319(W)   ADJUSTED
 DR9692* NAD 83(2011) ELLIP HT-   370.635 (meters)        (02/07/24)   ADJUSTED
 DR9692* NAD 83(2011) EPOCH   -  2010.00
 DR9692* NAVD 88 ORTHO HEIGHT -   397.207 (meters)     1303.17  (feet) ADJUSTED
 DR9692  ______________________________________________________________________
 DR9692  GEOID HEIGHT    -        -26.596 (meters)                     GEOID18
 DR9692  NAD 83(2011) X  -   -456,014.656 (meters)                     COMP
 DR9692  NAD 83(2011) Y  - -4,345,333.805 (meters)                     COMP
 DR9692  NAD 83(2011) Z  -  4,631,514.269 (meters)                     COMP
 DR9692  LAPLACE CORR    -          0.58  (seconds)                    DEFLEC18
 DR9692  DYNAMIC HEIGHT  -        397.238 (meters)     1303.27  (feet) COMP
 DR9692  MODELED GRAVITY -    980,681.5   (mgal)                       NAVD 88
 DR9692
 DR9692  VERT ORDER      -  SECOND    CLASS I
 DR9692
 DR9692  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DR9692  Standards:
 DR9692         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DR9692            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DR9692  -------------------------------------------------------------------
 DR9692  NETWORK    0.57   1.31           0.26   0.20   0.67     -0.13592161
 DR9692  -------------------------------------------------------------------
 DR9692  Click here for local accuracies and other accuracy information.
 DR9692
 DR9692.The horizontal coordinates were established by GPS observations
 DR9692.and adjusted by the MN DEPT OF TRANSP in February 2024.
 DR9692
 DR9692.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DR9692.been affixed to the stable North American tectonic plate. See 
 DR9692.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DR9692
 DR9692.The horizontal coordinates are valid at the epoch date displayed above
 DR9692.which is a decimal equivalence of Year/Month/Day.
 DR9692
 DR9692.The orthometric height was determined by differential leveling and
 DR9692.adjusted by the NATIONAL GEODETIC SURVEY
 DR9692.in April 2024.
 DR9692
 DR9692.Significant digits in the geoid height do not necessarily reflect accuracy.
 DR9692.GEOID18 height accuracy estimate available here.
 DR9692
 DR9692.Click photographs - Photos may exist for this station.
 DR9692
 DR9692.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DR9692
 DR9692.The Laplace correction was computed from DEFLEC18 derived deflections.
 DR9692
 DR9692.The ellipsoidal height was determined by GPS observations
 DR9692.and is referenced to NAD 83.
 DR9692
 DR9692.The dynamic height is computed by dividing the NAVD 88
 DR9692.geopotential number by the normal gravity value computed on the
 DR9692.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DR9692.degrees latitude (g = 980.6199 gals.).
 DR9692
 DR9692.The modeled gravity was interpolated from observed gravity values.
 DR9692
 DR9692. The following values were computed from the NAD 83(2011) position.
 DR9692
 DR9692;                    North         East     Units Scale Factor Converg.
 DR9692;SPC MN C     -   308,352.660   667,268.137   MT  0.99996424   -1 15 33.6
 DR9692;SPC MN C     - 1,011,653.69  2,189,195.55   sFT  0.99996424   -1 15 33.6
 DR9692;UTM  15      - 5,194,107.194   272,034.997   MT  1.00023878   -2 11 00.2
 DR9692;UTM  14      - 5,194,160.284   729,353.255   MT  1.00024658   +2 11 48.1
 DR9692
 DR9692!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DR9692!SPC MN C     -   0.99994191  x   0.99996424  =   0.99990615
 DR9692!UTM  15      -   0.99994191  x   1.00023878  =   1.00018067
 DR9692!UTM  14      -   0.99994191  x   1.00024658  =   1.00018847
 DR9692
 DR9692_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTM7203494107(NAD 83)
 DR9692
 DR9692                          SUPERSEDED SURVEY CONTROL
 DR9692
 DR9692.No superseded survey control is available for this station.
 DR9692
 DR9692_MARKER: F = FLANGE-ENCASED ROD
 DR9692_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DR9692_STAMPING: 0301 W 2022
 DR9692_MARK LOGO: MNDT
 DR9692_PROJECTION: RECESSED 5 CENTIMETERS
 DR9692_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DR9692_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DR9692_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DR9692+SATELLITE: SATELLITE OBSERVATIONS - June 08, 2023
 DR9692_ROD/PIPE-DEPTH: 6.40 meters
 DR9692
 DR9692  HISTORY     - Date     Condition        Report By
 DR9692  HISTORY     - 20220727 MONUMENTED       MNDT
 DR9692  HISTORY     - 20220927 GOOD             MNDT
 DR9692  HISTORY     - 20230608 GOOD             MNDT
 DR9692
 DR9692                          STATION DESCRIPTION
 DR9692
 DR9692'DESCRIBED BY MN DEPT OF TRANSP 2022 (RMJ)
 DR9692'THE MARK IS LOCATED ABOUT 7.6 MI (12.2 KM) WEST-NORTHWEST OF DETROIT
 DR9692'LAKES, 5.2 MI (8.4 KM) EAST-SOUTHEAST OF LAKE PARK AND IN THE TOWN OF
 DR9692'AUDUBON, MN.
 DR9692'
 DR9692'THE MARK WAS LOCATED ABOUT 0.3 MI (0.5 KM) NORTHWEST OF AUDUBON, 0.45
 DR9692'MI (0.72 KM) NORTHWEST ALONG TRUNK HIGHWAY 10 FROM THE JUNCTION OF
 DR9692'TRUNK HIGHWAY 10 AND COUNTY ROAD 13 IN AUDUBON, AT TRUNK HIGHWAY 10
 DR9692'MILE POINT 37.4.
 DR9692'
 DR9692'IT IS 75.0 FT (22.9 M) SOUTHWEST OF EASTBOUND TRUNK HIGHWAY 10, 39.1
 DR9692'FT (11.9 M) SOUTHEAST OF COUNTY ROAD 51 EXTENDED, 22.2 FT (6.8 M)
 DR9692'SOUTHEAST OF A RIGHT-OF-WAY POST, 39.1 FT (11.9 M) SOUTHEAST OF
 DR9692'DRIVEWAY NUMBER 19975 AND 1.5 FT (0.5 M) NORTHEAST OF A WITNESS POST.
 DR9692'
 DR9692'NOTE-THE STATION STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER
 DR9692'ALUMINUM ROD DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION
 DR9692'REMOVABLE DISK SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY
 DR9692'A SIX-INCH PVC PIPE BACK FILLED WITH WASHED SAND.
 DR9692
 DR9692                          STATION RECOVERY (2023)
 DR9692
 DR9692'RECOVERY NOTE BY MN DEPT OF TRANSP 2023 (SXR)
 DR9692'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DR9691 ***********************************************************************
 DR9691  DESIGNATION -  0301 X
 DR9691  PID         -  DR9691
 DR9691  STATE/COUNTY-  MN/BECKER
 DR9691  COUNTRY     -  US
 DR9691  USGS QUAD   -  AUDUBON (2019)
 DR9691
 DR9691                         *CURRENT SURVEY CONTROL
 DR9691  ______________________________________________________________________
 DR9691* NAD 83(2011) POSITION- 46 51 03.97307(N) 095 57 03.96997(W)   ADJUSTED
 DR9691* NAD 83(2011) ELLIP HT-   375.653 (meters)        (02/07/24)   ADJUSTED
 DR9691* NAD 83(2011) EPOCH   -  2010.00
 DR9691* NAVD 88 ORTHO HEIGHT -   402.215 (meters)     1319.60  (feet) ADJUSTED
 DR9691  ______________________________________________________________________
 DR9691  GEOID HEIGHT    -        -26.579 (meters)                     GEOID18
 DR9691  NAD 83(2011) X  -   -453,083.928 (meters)                     COMP
 DR9691  NAD 83(2011) Y  - -4,346,484.566 (meters)                     COMP
 DR9691  NAD 83(2011) Z  -  4,630,734.213 (meters)                     COMP
 DR9691  LAPLACE CORR    -         -0.93  (seconds)                    DEFLEC18
 DR9691  DYNAMIC HEIGHT  -        402.249 (meters)     1319.71  (feet) COMP
 DR9691  MODELED GRAVITY -    980,683.8   (mgal)                       NAVD 88
 DR9691
 DR9691  VERT ORDER      -  SECOND    CLASS I
 DR9691
 DR9691  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DR9691  Standards:
 DR9691         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DR9691            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DR9691  -------------------------------------------------------------------
 DR9691  NETWORK    0.57   1.33           0.26   0.20   0.68     -0.14488462
 DR9691  -------------------------------------------------------------------
 DR9691  Click here for local accuracies and other accuracy information.
 DR9691
 DR9691.The horizontal coordinates were established by GPS observations
 DR9691.and adjusted by the MN DEPT OF TRANSP in February 2024.
 DR9691
 DR9691.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DR9691.been affixed to the stable North American tectonic plate. See 
 DR9691.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DR9691
 DR9691.The horizontal coordinates are valid at the epoch date displayed above
 DR9691.which is a decimal equivalence of Year/Month/Day.
 DR9691
 DR9691.The orthometric height was determined by differential leveling and
 DR9691.adjusted by the NATIONAL GEODETIC SURVEY
 DR9691.in April 2024.
 DR9691
 DR9691.Significant digits in the geoid height do not necessarily reflect accuracy.
 DR9691.GEOID18 height accuracy estimate available here.
 DR9691
 DR9691.Click photographs - Photos may exist for this station.
 DR9691
 DR9691.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DR9691
 DR9691.The Laplace correction was computed from DEFLEC18 derived deflections.
 DR9691
 DR9691.The ellipsoidal height was determined by GPS observations
 DR9691.and is referenced to NAD 83.
 DR9691
 DR9691.The dynamic height is computed by dividing the NAVD 88
 DR9691.geopotential number by the normal gravity value computed on the
 DR9691.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DR9691.degrees latitude (g = 980.6199 gals.).
 DR9691
 DR9691.The modeled gravity was interpolated from observed gravity values.
 DR9691
 DR9691. The following values were computed from the NAD 83(2011) position.
 DR9691
 DR9691;                    North         East     Units Scale Factor Converg.
 DR9691;SPC MN C     -   307,141.048   670,276.770   MT  0.99996260   -1 13 50.0
 DR9691;SPC MN C     - 1,007,678.59  2,199,066.37   sFT  0.99996260   -1 13 50.0
 DR9691;UTM  15      - 5,192,846.899   275,024.504   MT  1.00022214   -2 09 14.3
 DR9691;UTM  14      - 5,193,131.942   732,430.353   MT  1.00026405   +2 13 31.4
 DR9691
 DR9691!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DR9691!SPC MN C     -   0.99994112  x   0.99996260  =   0.99990372
 DR9691!UTM  15      -   0.99994112  x   1.00022214  =   1.00016325
 DR9691!UTM  14      -   0.99994112  x   1.00026405  =   1.00020515
 DR9691
 DR9691_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTM7502492846(NAD 83)
 DR9691
 DR9691                          SUPERSEDED SURVEY CONTROL
 DR9691
 DR9691.No superseded survey control is available for this station.
 DR9691
 DR9691_MARKER: F = FLANGE-ENCASED ROD
 DR9691_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DR9691_STAMPING: 0301 X 2022
 DR9691_MARK LOGO: MNDT
 DR9691_PROJECTION: RECESSED 5 CENTIMETERS
 DR9691_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DR9691_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DR9691_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DR9691+SATELLITE: SATELLITE OBSERVATIONS - June 08, 2023
 DR9691_ROD/PIPE-DEPTH: 6.70 meters
 DR9691
 DR9691  HISTORY     - Date     Condition        Report By
 DR9691  HISTORY     - 20220727 MONUMENTED       MNDT
 DR9691  HISTORY     - 20220909 GOOD             MNDT
 DR9691  HISTORY     - 20230608 GOOD             MNDT
 DR9691
 DR9691                          STATION DESCRIPTION
 DR9691
 DR9691'DESCRIBED BY MN DEPT OF TRANSP 2022 (RMJ)
 DR9691'THE MARK IS LOCATED ABOUT 7.2 MI (11.6 KM) EAST-SOUTHEAST OF LAKE
 DR9691'PARK, 5.5 MI (8.8 KM) WEST-NORTHWEST OF DETROIT LAKES AND 1.7 MI (2.7
 DR9691'KM) EAST-SOUTHEAST OF AUDUBON.
 DR9691'
 DR9691'THE MARK WAS LOCATED ABOUT 1.5 MI (2.4 KM) SOUTHEAST OF AUDUBON, 1.4
 DR9691'MI (2.3 KM) SOUTHEAST ALONG TRUNK HIGHWAY 10 FROM THE JUNCTION OF
 DR9691'TRUNK HIGHWAY 10 AND COUNTY ROAD 11 IN AUDUBON, AT TRUNK HIGHWAY 10
 DR9691'MILE POINT 39.4.
 DR9691'
 DR9691'IT IS 63.2 FT (19.3 M) SOUTHWEST OF EASTBOUND TRUNK HIGHWAY 10, 34.3
 DR9691'FT (10.5 M) NORTHWEST OF DRIVEWAY NUMBER 21431 AND 8.5 FT (2.6 M)
 DR9691'NORTHEAST OF A RIGHT-OF-WAY POST.
 DR9691'
 DR9691'NOTE-THE STATION STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER
 DR9691'ALUMINUM ROD DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION
 DR9691'REMOVABLE DISK SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY
 DR9691'A SIX-INCH PVC PIPE BACK FILLED WITH WASHED SAND.
 DR9691
 DR9691                          STATION RECOVERY (2023)
 DR9691
 DR9691'RECOVERY NOTE BY MN DEPT OF TRANSP 2023 (JXA)
 DR9691'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DR9688 ***********************************************************************
 DR9688  DESIGNATION -  0301 Y
 DR9688  PID         -  DR9688
 DR9688  STATE/COUNTY-  MN/BECKER
 DR9688  COUNTRY     -  US
 DR9688  USGS QUAD   -  AUDUBON (2019)
 DR9688
 DR9688                         *CURRENT SURVEY CONTROL
 DR9688  ______________________________________________________________________
 DR9688* NAD 83(2011) POSITION- 46 49 59.99668(N) 095 54 24.98111(W)   ADJUSTED
 DR9688* NAD 83(2011) ELLIP HT-   389.484 (meters)        (02/07/24)   ADJUSTED
 DR9688* NAD 83(2011) EPOCH   -  2010.00
 DR9688* NAVD 88 ORTHO HEIGHT -   416.068 (meters)     1365.05  (feet) ADJUSTED
 DR9688  ______________________________________________________________________
 DR9688  GEOID HEIGHT    -        -26.585 (meters)                     GEOID18
 DR9688  NAD 83(2011) X  -   -449,882.819 (meters)                     COMP
 DR9688  NAD 83(2011) Y  - -4,348,275.493 (meters)                     COMP
 DR9688  NAD 83(2011) Z  -  4,629,392.901 (meters)                     COMP
 DR9688  LAPLACE CORR    -         -2.02  (seconds)                    DEFLEC18
 DR9688  DYNAMIC HEIGHT  -        416.097 (meters)     1365.14  (feet) COMP
 DR9688  MODELED GRAVITY -    980,671.2   (mgal)                       NAVD 88
 DR9688
 DR9688  VERT ORDER      -  SECOND    CLASS I
 DR9688
 DR9688  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DR9688  Standards:
 DR9688         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DR9688            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DR9688  -------------------------------------------------------------------
 DR9688  NETWORK    0.57   1.29           0.26   0.20   0.66     -0.12965429
 DR9688  -------------------------------------------------------------------
 DR9688  Click here for local accuracies and other accuracy information.
 DR9688
 DR9688.The horizontal coordinates were established by GPS observations
 DR9688.and adjusted by the MN DEPT OF TRANSP in February 2024.
 DR9688
 DR9688.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DR9688.been affixed to the stable North American tectonic plate. See 
 DR9688.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DR9688
 DR9688.The horizontal coordinates are valid at the epoch date displayed above
 DR9688.which is a decimal equivalence of Year/Month/Day.
 DR9688
 DR9688.The orthometric height was determined by differential leveling and
 DR9688.adjusted by the NATIONAL GEODETIC SURVEY
 DR9688.in April 2024.
 DR9688
 DR9688.Significant digits in the geoid height do not necessarily reflect accuracy.
 DR9688.GEOID18 height accuracy estimate available here.
 DR9688
 DR9688.Click photographs - Photos may exist for this station.
 DR9688
 DR9688.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DR9688
 DR9688.The Laplace correction was computed from DEFLEC18 derived deflections.
 DR9688
 DR9688.The ellipsoidal height was determined by GPS observations
 DR9688.and is referenced to NAD 83.
 DR9688
 DR9688.The dynamic height is computed by dividing the NAVD 88
 DR9688.geopotential number by the normal gravity value computed on the
 DR9688.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DR9688.degrees latitude (g = 980.6199 gals.).
 DR9688
 DR9688.The modeled gravity was interpolated from observed gravity values.
 DR9688
 DR9688. The following values were computed from the NAD 83(2011) position.
 DR9688
 DR9688;                    North         East     Units Scale Factor Converg.
 DR9688;SPC MN C     -   305,094.576   673,602.788   MT  0.99995985   -1 11 55.0
 DR9688;SPC MN C     - 1,000,964.45  2,209,978.48   sFT  0.99995985   -1 11 55.0
 DR9688;UTM  15      - 5,190,746.591   278,317.956   MT  1.00020405   -2 07 15.9
 DR9688
 DR9688!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DR9688!SPC MN C     -   0.99993895  x   0.99995985  =   0.99989880
 DR9688!UTM  15      -   0.99993895  x   1.00020405  =   1.00014299
 DR9688
 DR9688_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTM7831790746(NAD 83)
 DR9688
 DR9688                          SUPERSEDED SURVEY CONTROL
 DR9688
 DR9688.No superseded survey control is available for this station.
 DR9688
 DR9688_MARKER: F = FLANGE-ENCASED ROD
 DR9688_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DR9688_STAMPING: 0301 Y 2022
 DR9688_MARK LOGO: MNDT
 DR9688_PROJECTION: RECESSED 10 CENTIMETERS
 DR9688_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DR9688_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DR9688_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DR9688+SATELLITE: SATELLITE OBSERVATIONS - June 08, 2023
 DR9688_ROD/PIPE-DEPTH: 6.40 meters
 DR9688
 DR9688  HISTORY     - Date     Condition        Report By
 DR9688  HISTORY     - 20220725 MONUMENTED       MNDT
 DR9688  HISTORY     - 20220924 GOOD             MNDT
 DR9688  HISTORY     - 20230608 GOOD             MNDT
 DR9688
 DR9688                          STATION DESCRIPTION
 DR9688
 DR9688'DESCRIBED BY MN DEPT OF TRANSP 2022 (RMJ)
 DR9688'THE MARK IS LOCATED ABOUT 9.6 MI (15.4 KM) EAST-SOUTHEAST OF LAKE
 DR9688'PARK, 4.1 MI (6.6 KM) EAST-SOUTHEAST OF AUDUBON AND 3.1 MI (5.0 KM)
 DR9688'WEST-NORTHWEST OF DETROIT LAKES.
 DR9688'
 DR9688'THE MARK WAS LOCATED ABOUT IN DETROIT LAKES, 2.45 MI (3.94 KM)
 DR9688'NORTHWEST ALONG TRUNK HIGHWAY 10 FROM THE JUNCTION OF TRUNK HIGHWAY 10
 DR9688'AND TRUNK HIGHWAY 59 AND TRUNK HIGHWAY 34 IN DETROIT LAKES, AT TRUNK
 DR9688'HIGHWAY 10 MILE POINT 41.85.
 DR9688'
 DR9688'IT IS 52.5 FT (16.0 M) SOUTHWEST OF EASTBOUND TRUNK HIGHWAY 10, 154.6
 DR9688'FT (47.1 M) SOUTHEAST OF WEST LONG LAKE ROAD, 17.8 FT (5.4 M)
 DR9688'NORTHEAST OF A CHAIN LINK FENCE AND 17.5 FT (5.3 M) NORTHEAST OF A
 DR9688'WITNESS POST.
 DR9688'
 DR9688'NOTE-THE STATION STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER
 DR9688'ALUMINUM ROD DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION
 DR9688'REMOVABLE DISK SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY
 DR9688'A SIX-INCH PVC PIPE BACK FILLED WITH WASHED SAND.
 DR9688
 DR9688                          STATION RECOVERY (2023)
 DR9688
 DR9688'RECOVERY NOTE BY MN DEPT OF TRANSP 2023 (CXR)
 DR9688'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DL8659 ***********************************************************************
 DL8659  DESIGNATION -  0302 AB
 DL8659  PID         -  DL8659
 DL8659  STATE/COUNTY-  MN/BECKER
 DL8659  COUNTRY     -  US
 DL8659  USGS QUAD   -  DETROIT LAKES (2019)
 DL8659
 DL8659                         *CURRENT SURVEY CONTROL
 DL8659  ______________________________________________________________________
 DL8659* NAD 83(1986) POSITION- 46 47 59.9    (N) 095 48 31.0    (W)   HD_HELD2
 DL8659* NAVD 88 ORTHO HEIGHT -   415.335 (meters)     1362.64  (feet) ADJUSTED
 DL8659  ______________________________________________________________________
 DL8659  GEOID HEIGHT    -        -26.581 (meters)                     GEOID18
 DL8659  DYNAMIC HEIGHT  -        415.363 (meters)     1362.74  (feet) COMP
 DL8659  MODELED GRAVITY -    980,669.2   (mgal)                       NAVD 88
 DL8659
 DL8659  VERT ORDER      -  SECOND    CLASS I
 DL8659
 DL8659.The horizontal coordinates were established by autonomous hand held GPS
 DL8659.observations and have an estimated accuracy of +/- 10 meters.
 DL8659
 DL8659.The orthometric height was determined by differential leveling and
 DL8659.adjusted by the NATIONAL GEODETIC SURVEY
 DL8659.in August 2019.
 DL8659
 DL8659.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL8659.GEOID18 height accuracy estimate available here.
 DL8659
 DL8659.Click photographs - Photos may exist for this station.
 DL8659
 DL8659.The dynamic height is computed by dividing the NAVD 88
 DL8659.geopotential number by the normal gravity value computed on the
 DL8659.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL8659.degrees latitude (g = 980.6199 gals.).
 DL8659
 DL8659.The modeled gravity was interpolated from observed gravity values.
 DL8659
 DL8659;                    North         East    Units  Estimated Accuracy
 DL8659;SPC MN C     -   301,235.      681,030.      MT  (+/- 10 meters HH2 GPS)
 DL8659
 DL8659_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTM8568386766(NAD 83)
 DL8659
 DL8659                          SUPERSEDED SURVEY CONTROL
 DL8659
 DL8659  NAVD 88 (08/24/10)  415.333  (m)         1362.64   (f) SUPERSEDED  2 1
 DL8659
 DL8659.Superseded values are not recommended for survey control.
 DL8659
 DL8659.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL8659.See file dsdata.pdf to determine how the superseded data were derived.
 DL8659
 DL8659_MARKER: DV = VERTICAL CONTROL DISK
 DL8659_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 DL8659_STAMPING: 0302 AB 1974
 DL8659_MARK LOGO: MNHD
 DL8659_PROJECTION: FLUSH
 DL8659_MAGNETIC: I = MARKER IS A STEEL ROD
 DL8659_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DL8659+STABILITY: SURFACE MOTION
 DL8659_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DL8659+SATELLITE: SATELLITE OBSERVATIONS - March 01, 2005
 DL8659_ROD/PIPE-DEPTH: 3.0 meters
 DL8659
 DL8659  HISTORY     - Date     Condition        Report By
 DL8659  HISTORY     - 1974     MONUMENTED       MNHD
 DL8659  HISTORY     - 20050301 GOOD             MNDT
 DL8659
 DL8659                          STATION DESCRIPTION
 DL8659
 DL8659'DESCRIBED BY MN DEPT OF TRANSP 2005 (KMS)
 DL8659'THE MARK IS LOCATED ABOUT 7.1 MI (11.4 KM) NORTHWEST OF FRAZEE, 7.1 MI
 DL8659'(11.4 KM) SOUTHWEST OF ROCHERT AND 2.1 MI (3.4 KM) SOUTHEAST OF
 DL8659'DETROIT LAKES.
 DL8659'
 DL8659'TO REACH THE MARK FROM THE JUNCTION OF TRUNK HIGHWAY 59 AND TRUNK
 DL8659'HIGHWAY 19 IN DETROIT LAKES, GO 2.9 MI (4.7 KM) SOUTHEAST ON TRUNK
 DL8659'HIGHWAY 10 TO MILE POINT 47.23 AND THE MARK ON THE RIGHT.
 DL8659'
 DL8659'THE MARK IS FOUND 1.85 MI (3.0 KM) SOUTHEAST OF ROOSEVELT AVENUE, IN
 DL8659'THE SOUTHWEST QUADRANT OF THE INTERSECTION OF COUNTY ROAD 24 (EAST
 DL8659'SHORE DRIVE) AND TRUNK HIGHWAY 10, 76.0 FT (23.2 M) SOUTHWEST OF
 DL8659'EASTBOUND TRUNK HIGHWAY 10, 83.0 FT (25.3 M) SOUTHEAST OF COUNTY ROAD
 DL8659'24 AND 1.0 FT (0.3 M) WEST-NORTHWEST OF A RIGHT-OF-WAY SIGN.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DL8660 ***********************************************************************
 DL8660  DESIGNATION -  0302 AC
 DL8660  PID         -  DL8660
 DL8660  STATE/COUNTY-  MN/BECKER
 DL8660  COUNTRY     -  US
 DL8660  USGS QUAD   -  DETROIT LAKES (2019)
 DL8660
 DL8660                         *CURRENT SURVEY CONTROL
 DL8660  ______________________________________________________________________
 DL8660* NAD 83(1986) POSITION- 46 47 08.7    (N) 095 48 07.1    (W)   HD_HELD2
 DL8660* NAVD 88 ORTHO HEIGHT -   411.040 (meters)     1348.55  (feet) ADJUSTED
 DL8660  ______________________________________________________________________
 DL8660  GEOID HEIGHT    -        -26.573 (meters)                     GEOID18
 DL8660  DYNAMIC HEIGHT  -        411.067 (meters)     1348.64  (feet) COMP
 DL8660  MODELED GRAVITY -    980,667.4   (mgal)                       NAVD 88
 DL8660
 DL8660  VERT ORDER      -  SECOND    CLASS I
 DL8660
 DL8660.The horizontal coordinates were established by autonomous hand held GPS
 DL8660.observations and have an estimated accuracy of +/- 10 meters.
 DL8660
 DL8660.The orthometric height was determined by differential leveling and
 DL8660.adjusted by the NATIONAL GEODETIC SURVEY
 DL8660.in August 2010.
 DL8660
 DL8660.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL8660.GEOID18 height accuracy estimate available here.
 DL8660
 DL8660.Click photographs - Photos may exist for this station.
 DL8660
 DL8660.The dynamic height is computed by dividing the NAVD 88
 DL8660.geopotential number by the normal gravity value computed on the
 DL8660.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL8660.degrees latitude (g = 980.6199 gals.).
 DL8660
 DL8660.The modeled gravity was interpolated from observed gravity values.
 DL8660
 DL8660;                    North         East    Units  Estimated Accuracy
 DL8660;SPC MN C     -   299,644.      681,505.      MT  (+/- 10 meters HH2 GPS)
 DL8660
 DL8660_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTM8613385168(NAD 83)
 DL8660
 DL8660                          SUPERSEDED SURVEY CONTROL
 DL8660
 DL8660.No superseded survey control is available for this station.
 DL8660
 DL8660_MARKER: DV = VERTICAL CONTROL DISK
 DL8660_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 DL8660_STAMPING: 0302 AC 1974
 DL8660_MARK LOGO: MNHD
 DL8660_PROJECTION: FLUSH
 DL8660_MAGNETIC: I = MARKER IS A STEEL ROD
 DL8660_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DL8660+STABILITY: SURFACE MOTION
 DL8660_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DL8660+SATELLITE: SATELLITE OBSERVATIONS - October 20, 2004
 DL8660_ROD/PIPE-DEPTH: 3.0 meters
 DL8660
 DL8660  HISTORY     - Date     Condition        Report By
 DL8660  HISTORY     - 1974     MONUMENTED       MNHD
 DL8660  HISTORY     - 20041020 GOOD             MNDT
 DL8660
 DL8660                          STATION DESCRIPTION
 DL8660
 DL8660'DESCRIBED BY MN DEPT OF TRANSP 2004 (WAS)
 DL8660'THE MARK IS LOCATED ABOUT 7.5 MI (12.1 KM) SOUTHWEST OF ROCHERT, 6.2
 DL8660'MI (10.0 KM) NORTHWEST OF FRAZEE AND 3.0 MI (4.8 KM) SOUTHEAST OF
 DL8660'DETROIT LAKES.
 DL8660'
 DL8660'TO REACH THE MARK FROM THE JUNCTION OF TRUNK HIGHWAY 59 AND TRUNK
 DL8660'HIGHWAY 19 IN DETROIT LAKES, GO 3.9 MI (6.3 KM) SOUTHEAST ON TRUNK
 DL8660'HIGHWAY 10, 2.95 MI (4.7 KM) SOUTHEAST OF ROOSEVELT AVENUE, OR 0.4 MI
 DL8660'(0.6 KM) SOUTHEAST OF OXCART TRAIL ROAD TO MILE POINT 48.28 AND THE
 DL8660'MARK ON THE RIGHT.
 DL8660'
 DL8660'THE MARK IS FOUND 71.0 FT (21.6 M) SOUTHWEST OF EASTBOUND TRUNK
 DL8660'HIGHWAY 10 AND 1.0 FT (0.3 M) SOUTHEAST OF ITS WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DL8661 ***********************************************************************
 DL8661  DESIGNATION -  0302 AD
 DL8661  PID         -  DL8661
 DL8661  STATE/COUNTY-  MN/BECKER
 DL8661  COUNTRY     -  US
 DL8661  USGS QUAD   -  DETROIT LAKES (2019)
 DL8661
 DL8661                         *CURRENT SURVEY CONTROL
 DL8661  ______________________________________________________________________
 DL8661* NAD 83(1986) POSITION- 46 46 23.8    (N) 095 47 18.6    (W)   HD_HELD2
 DL8661* NAVD 88 ORTHO HEIGHT -   415.787 (meters)     1364.13  (feet) ADJUSTED
 DL8661  ______________________________________________________________________
 DL8661  GEOID HEIGHT    -        -26.568 (meters)                     GEOID18
 DL8661  DYNAMIC HEIGHT  -        415.813 (meters)     1364.21  (feet) COMP
 DL8661  MODELED GRAVITY -    980,665.2   (mgal)                       NAVD 88
 DL8661
 DL8661  VERT ORDER      -  SECOND    CLASS I
 DL8661
 DL8661.The horizontal coordinates were established by autonomous hand held GPS
 DL8661.observations and have an estimated accuracy of +/- 10 meters.
 DL8661
 DL8661.The orthometric height was determined by differential leveling and
 DL8661.adjusted by the NATIONAL GEODETIC SURVEY
 DL8661.in August 2019.
 DL8661
 DL8661.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL8661.GEOID18 height accuracy estimate available here.
 DL8661
 DL8661.Click photographs - Photos may exist for this station.
 DL8661
 DL8661.The dynamic height is computed by dividing the NAVD 88
 DL8661.geopotential number by the normal gravity value computed on the
 DL8661.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL8661.degrees latitude (g = 980.6199 gals.).
 DL8661
 DL8661.The modeled gravity was interpolated from observed gravity values.
 DL8661
 DL8661;                    North         East    Units  Estimated Accuracy
 DL8661;SPC MN C     -   298,238.      682,507.      MT  (+/- 10 meters HH2 GPS)
 DL8661
 DL8661_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTM8711283745(NAD 83)
 DL8661
 DL8661                          SUPERSEDED SURVEY CONTROL
 DL8661
 DL8661  NAVD 88 (08/24/10)  415.788  (m)         1364.13   (f) SUPERSEDED  2 1
 DL8661
 DL8661.Superseded values are not recommended for survey control.
 DL8661
 DL8661.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL8661.See file dsdata.pdf to determine how the superseded data were derived.
 DL8661
 DL8661_MARKER: DV = VERTICAL CONTROL DISK
 DL8661_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 DL8661_STAMPING: 0302 AD 1974
 DL8661_MARK LOGO: MNHD
 DL8661_PROJECTION: RECESSED 5 CENTIMETERS
 DL8661_MAGNETIC: I = MARKER IS A STEEL ROD
 DL8661_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DL8661+STABILITY: SURFACE MOTION
 DL8661_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DL8661+SATELLITE: SATELLITE OBSERVATIONS - March 01, 2005
 DL8661_ROD/PIPE-DEPTH: 3.0 meters
 DL8661
 DL8661  HISTORY     - Date     Condition        Report By
 DL8661  HISTORY     - 1974     MONUMENTED       MNHD
 DL8661  HISTORY     - 20050301 GOOD             MNDT
 DL8661
 DL8661                          STATION DESCRIPTION
 DL8661
 DL8661'DESCRIBED BY MN DEPT OF TRANSP 2005 (WAS)
 DL8661'THE MARK IS LOCATED ABOUT 7.7 MI (12.4 KM) SOUTHWEST OF ROCHERT, 5.2
 DL8661'MI (8.4 KM) NORTHWEST OF FRAZEE AND 4.0 MI (6.4 KM) SOUTHEAST OF
 DL8661'DETROIT LAKES.
 DL8661'
 DL8661'TO REACH THE MARK FROM THE JUNCTION OF TRUNK HIGHWAY 59 AND TRUNK
 DL8661'HIGHWAY 19 IN DETROIT LAKES, GO 5.0 MI (8.0 KM) SOUTHEAST ON TRUNK
 DL8661'HIGHWAY 10, 4.05 MI (6.5 KM) SOUTHEAST OF ROOSEVELT AVENUE TO MILE
 DL8661'POINT 49.38 AND THE MARK ON THE LEFT.
 DL8661'
 DL8661'THE MARK IS FOUND 75.6 FT (23.0 M) NORTHEAST OF WESTBOUND TRUNK
 DL8661'HIGHWAY 10, 162 FT (49.4 M) NORTHWEST AND OPPOSITE ENTRANCE AND 1.0 FT
 DL8661'(0.3 M) NORTHWEST OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DL8662 ***********************************************************************
 DL8662  DESIGNATION -  0302 E
 DL8662  PID         -  DL8662
 DL8662  STATE/COUNTY-  MN/BECKER
 DL8662  COUNTRY     -  US
 DL8662  USGS QUAD   -  DETROIT LAKES (2019)
 DL8662
 DL8662                         *CURRENT SURVEY CONTROL
 DL8662  ______________________________________________________________________
 DL8662* NAD 83(1986) POSITION- 46 45 40.2    (N) 095 46 27.9    (W)   HD_HELD2
 DL8662* NAVD 88 ORTHO HEIGHT -   427.238 (meters)     1401.70  (feet) ADJUSTED
 DL8662  ______________________________________________________________________
 DL8662  GEOID HEIGHT    -        -26.568 (meters)                     GEOID18
 DL8662  DYNAMIC HEIGHT  -        427.264 (meters)     1401.78  (feet) COMP
 DL8662  MODELED GRAVITY -    980,662.5   (mgal)                       NAVD 88
 DL8662
 DL8662  VERT ORDER      -  SECOND    CLASS I
 DL8662
 DL8662.The horizontal coordinates were established by autonomous hand held GPS
 DL8662.observations and have an estimated accuracy of +/- 10 meters.
 DL8662
 DL8662.The orthometric height was determined by differential leveling and
 DL8662.adjusted by the NATIONAL GEODETIC SURVEY
 DL8662.in August 2019.
 DL8662
 DL8662.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL8662.GEOID18 height accuracy estimate available here.
 DL8662
 DL8662.Click photographs - Photos may exist for this station.
 DL8662
 DL8662.The dynamic height is computed by dividing the NAVD 88
 DL8662.geopotential number by the normal gravity value computed on the
 DL8662.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL8662.degrees latitude (g = 980.6199 gals.).
 DL8662
 DL8662.The modeled gravity was interpolated from observed gravity values.
 DL8662
 DL8662;                    North         East    Units  Estimated Accuracy
 DL8662;SPC MN C     -   296,871.      683,556.      MT  (+/- 10 meters HH2 GPS)
 DL8662
 DL8662_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTM8814082362(NAD 83)
 DL8662
 DL8662                          SUPERSEDED SURVEY CONTROL
 DL8662
 DL8662  NAVD 88 (08/24/10)  427.241  (m)         1401.71   (f) SUPERSEDED  2 1
 DL8662
 DL8662.Superseded values are not recommended for survey control.
 DL8662
 DL8662.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL8662.See file dsdata.pdf to determine how the superseded data were derived.
 DL8662
 DL8662_MARKER: DB = BENCH MARK DISK
 DL8662_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL8662_STAMPING: 0302 E 1958
 DL8662_MARK LOGO: MNHD
 DL8662_PROJECTION: PROJECTING 13 CENTIMETERS
 DL8662_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DL8662_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DL8662+STABILITY: SURFACE MOTION
 DL8662_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DL8662+SATELLITE: SATELLITE OBSERVATIONS - October 20, 2004
 DL8662
 DL8662  HISTORY     - Date     Condition        Report By
 DL8662  HISTORY     - 1958     MONUMENTED       MNHD
 DL8662  HISTORY     - 20041020 GOOD             MNDT
 DL8662
 DL8662                          STATION DESCRIPTION
 DL8662
 DL8662'DESCRIBED BY MN DEPT OF TRANSP 2004 (WAS)
 DL8662'THE MARK IS LOCATED ABOUT 7.4 MI (11.9 KM) NORTH-NORTHEAST OF VERGAS,
 DL8662'5.1 MI (8.2 KM) SOUTHEAST OF DETROIT LAKES AND 4.2 MI (6.8 KM)
 DL8662'WEST-NORTHWEST OF FRAZEE MINNESOTA.
 DL8662'
 DL8662'TO REACH THE MARK FROM THE JUNCTION OF TRUNK HIGHWAY 10 AND COUNTY
 DL8662'HIGHWAY 10/SILVER STAR ROAD, GO 2.2 MI (3.5 KM) NORTHWEST ALONG TRUNK
 DL8662'HIGHWAY 10 TO MILE POINT 50.50 AND THE MARK ON THE RIGHT OR 1.5 MI
 DL8662'(2.4 KM) SOUTHEAST OF COUNTY ROAD 137, 0.3 MI (0.5 KM) SOUTHEAST OF
 DL8662'MCHUGH ROAD.
 DL8662'
 DL8662'THE MARK IS FOUND 73 FT (22.3 M) NORTHEAST OF WESTBOUND TRUNK HIGHWAY
 DL8662'10, 215 FT (65.5 M) (65.5 M) NORTHWEST OF A CROSS-OVER AND 1.0 FT (0.3
 DL8662'M) SOUTHWEST OF ITS WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DH4017 ***********************************************************************
 DH4017  DESIGNATION -  0302 F
 DH4017  PID         -  DH4017
 DH4017  STATE/COUNTY-  MN/BECKER
 DH4017  COUNTRY     -  US
 DH4017  USGS QUAD   -  DETROIT LAKES (2019)
 DH4017
 DH4017                         *CURRENT SURVEY CONTROL
 DH4017  ______________________________________________________________________
 DH4017* NAD 83(2011) POSITION- 46 45 07.89261(N) 095 45 49.96233(W)   ADJUSTED
 DH4017* NAD 83(2011) ELLIP HT-   401.980 (meters)        (06/27/12)   ADJUSTED
 DH4017* NAD 83(2011) EPOCH   -  2010.00
 DH4017* NAVD 88 ORTHO HEIGHT -   428.565 (meters)     1406.05  (feet) ADJUSTED
 DH4017  ______________________________________________________________________
 DH4017  GEOID HEIGHT    -        -26.572 (meters)                     GEOID18
 DH4017  NAD 83(2011) X  -   -439,685.478 (meters)                     COMP
 DH4017  NAD 83(2011) Y  - -4,355,935.492 (meters)                     COMP
 DH4017  NAD 83(2011) Z  -  4,623,226.128 (meters)                     COMP
 DH4017  LAPLACE CORR    -         -1.51  (seconds)                    DEFLEC18
 DH4017  DYNAMIC HEIGHT  -        428.591 (meters)     1406.14  (feet) COMP
 DH4017  MODELED GRAVITY -    980,660.3   (mgal)                       NAVD 88
 DH4017
 DH4017  VERT ORDER      -  SECOND    CLASS I
 DH4017
 DH4017  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DH4017  Standards:
 DH4017         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DH4017            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DH4017  -------------------------------------------------------------------
 DH4017  NETWORK    0.42   0.53           0.19   0.15   0.27      0.00732385
 DH4017  -------------------------------------------------------------------
 DH4017  Click here for local accuracies and other accuracy information.
 DH4017
 DH4017.The horizontal coordinates were established by GPS observations
 DH4017.and adjusted by the National Geodetic Survey in June 2012.
 DH4017
 DH4017.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DH4017.been affixed to the stable North American tectonic plate. See 
 DH4017.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DH4017
 DH4017.The horizontal coordinates are valid at the epoch date displayed above
 DH4017.which is a decimal equivalence of Year/Month/Day.
 DH4017
 DH4017.The orthometric height was determined by differential leveling and
 DH4017.adjusted by the NATIONAL GEODETIC SURVEY
 DH4017.in August 2019.
 DH4017
 DH4017.Significant digits in the geoid height do not necessarily reflect accuracy.
 DH4017.GEOID18 height accuracy estimate available here.
 DH4017
 DH4017.Click photographs - Photos may exist for this station.
 DH4017
 DH4017.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH4017
 DH4017.The Laplace correction was computed from DEFLEC18 derived deflections.
 DH4017
 DH4017.The ellipsoidal height was determined by GPS observations
 DH4017.and is referenced to NAD 83.
 DH4017
 DH4017.The dynamic height is computed by dividing the NAVD 88
 DH4017.geopotential number by the normal gravity value computed on the
 DH4017.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH4017.degrees latitude (g = 980.6199 gals.).
 DH4017
 DH4017.The modeled gravity was interpolated from observed gravity values.
 DH4017
 DH4017. The following values were computed from the NAD 83(2011) position.
 DH4017
 DH4017;                    North         East     Units Scale Factor Converg.
 DH4017;SPC MN C     -   295,858.117   684,342.193   MT  0.99994852   -1 05 42.4
 DH4017;SPC MN C     -   970,661.17  2,245,212.68   sFT  0.99994852   -1 05 42.4
 DH4017;UTM  15      - 5,181,336.685   288,909.918   MT  1.00014772   -2 00 50.2
 DH4017
 DH4017!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH4017!SPC MN C     -   0.99993699  x   0.99994852  =   0.99988552
 DH4017!UTM  15      -   0.99993699  x   1.00014772  =   1.00008470
 DH4017
 DH4017_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTM8890981336(NAD 83)
 DH4017
 DH4017                          SUPERSEDED SURVEY CONTROL
 DH4017
 DH4017  NAD 83(2007)-  46 45 07.89253(N)    095 45 49.96315(W) AD(2002.00) 0
 DH4017  ELLIP H (02/10/07)  402.012  (m)                       GP(2002.00)    
 DH4017  NAD 83(1996)-  46 45 07.89223(N)    095 45 49.96307(W) AD(       ) 1
 DH4017  ELLIP H (05/31/05)  402.030  (m)                       GP(       ) 3 1
 DH4017  NAVD 88 (08/24/10)  428.570  (m)         1406.07   (f) SUPERSEDED  2 1
 DH4017  NAVD 88             428.57   (m)         1406.1    (f) LEVELING    3  
 DH4017
 DH4017.Superseded values are not recommended for survey control.
 DH4017
 DH4017.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH4017.See file dsdata.pdf to determine how the superseded data were derived.
 DH4017
 DH4017_MARKER: DB = BENCH MARK DISK
 DH4017_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH4017_STAMPING: 0302 F 1970
 DH4017_MARK LOGO: MNHD
 DH4017_PROJECTION: RECESSED 8 CENTIMETERS
 DH4017_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DH4017_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DH4017+STABILITY: SURFACE MOTION
 DH4017_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH4017+SATELLITE: SATELLITE OBSERVATIONS - October 20, 2004
 DH4017
 DH4017  HISTORY     - Date     Condition        Report By
 DH4017  HISTORY     - 1970     MONUMENTED       MNHD
 DH4017  HISTORY     - 20041020 GOOD             MNDT
 DH4017
 DH4017                          STATION DESCRIPTION
 DH4017
 DH4017'DESCRIBED BY MN HIGHWAY DEPT 1970
 DH4017'3 MILES NORTHWEST OF FRAZEE, 2.5 MILES SOUTHEAST OF COUNTY ROAD 137,
 DH4017'AT TRUNK HIGHWAY 10 MILEPOINT 51.2, 100 FEET NORTHEAST OF WESTBOUND
 DH4017'TRUNK HIGHWAY 10, 50 FEET SOUTHEAST OF REW LANE, 2.0 FEET SOUTH OF
 DH4017'POWERLINE, 1.0 FEET SOUTH OF WITNESS POST.
 DH4017
 DH4017                          STATION RECOVERY (2004)
 DH4017
 DH4017'RECOVERY NOTE BY MN DEPT OF TRANSP 2004 (WAS)
 DH4017'THE MARK IS LOCATED ABOUT 6.9 MI (11.1 KM) NORTH-NORTHEAST OF VERGAS,
 DH4017'5.9 MI (9.5 KM) SOUTHEAST OF DETROIT LAKES AND 3.4 MI (5.5 KM)
 DH4017'WEST-NORTHWEST OF FRAZEE MINNESOTA.
 DH4017'
 DH4017'TO REACH THE MARK FROM THE JUNCTION OF COUNTY ROAD 10/SILVER STAR ROAD
 DH4017'AND TRUNK HIGHWAY 10, GO 1.4 MI (2.3 KM) NORTHWEST TO MILE POINT 51.2
 DH4017'AND THE MARK ON THE RIGHT OR 2.5 MI (4.0 KM) SOUTHEAST OF COUNTY ROAD
 DH4017'137.
 DH4017'
 DH4017'THE MARK IS FOUND IN THE SOUTHEAST QUADRANT OF THE TRUNK HIGHWAY 10
 DH4017'AND RUE LANE INTERSECTION, 100 FT (30.5 M) NORTHEAST OF WESTBOUND
 DH4017'TRUNK HIGHWAY 10, 50 FT (15.2 M) SOUTHEAST OF REW LANE, 2.0 FT (0.6 M)
 DH4017'SOUTH OF A POWER LINE AND 1.0 FT (0.3 M) SOUTH OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DH4018 ***********************************************************************
 DH4018  DESIGNATION -  0302 G
 DH4018  PID         -  DH4018
 DH4018  STATE/COUNTY-  MN/BECKER
 DH4018  COUNTRY     -  US
 DH4018  USGS QUAD   -  FRAZEE (2019)
 DH4018
 DH4018                         *CURRENT SURVEY CONTROL
 DH4018  ______________________________________________________________________
 DH4018* NAD 83(2011) POSITION- 46 44 15.76587(N) 095 44 49.82817(W)   ADJUSTED
 DH4018* NAD 83(2011) ELLIP HT-   399.765 (meters)        (06/27/12)   ADJUSTED
 DH4018* NAD 83(2011) EPOCH   -  2010.00
 DH4018* NAVD 88 ORTHO HEIGHT -   426.361 (meters)     1398.82  (feet) ADJUSTED
 DH4018  ______________________________________________________________________
 DH4018  GEOID HEIGHT    -        -26.582 (meters)                     GEOID18
 DH4018  NAD 83(2011) X  -   -438,532.786 (meters)                     COMP
 DH4018  NAD 83(2011) Y  - -4,357,228.483 (meters)                     COMP
 DH4018  NAD 83(2011) Z  -  4,622,121.442 (meters)                     COMP
 DH4018  LAPLACE CORR    -         -1.81  (seconds)                    DEFLEC18
 DH4018  DYNAMIC HEIGHT  -        426.385 (meters)     1398.90  (feet) COMP
 DH4018  MODELED GRAVITY -    980,657.1   (mgal)                       NAVD 88
 DH4018
 DH4018  VERT ORDER      -  SECOND    CLASS I
 DH4018
 DH4018  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DH4018  Standards:
 DH4018         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DH4018            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DH4018  -------------------------------------------------------------------
 DH4018  NETWORK    0.43   0.59           0.19   0.16   0.30      0.01336952
 DH4018  -------------------------------------------------------------------
 DH4018  Click here for local accuracies and other accuracy information.
 DH4018
 DH4018.The horizontal coordinates were established by GPS observations
 DH4018.and adjusted by the National Geodetic Survey in June 2012.
 DH4018
 DH4018.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DH4018.been affixed to the stable North American tectonic plate. See 
 DH4018.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DH4018
 DH4018.The horizontal coordinates are valid at the epoch date displayed above
 DH4018.which is a decimal equivalence of Year/Month/Day.
 DH4018
 DH4018.The orthometric height was determined by differential leveling and
 DH4018.adjusted by the NATIONAL GEODETIC SURVEY
 DH4018.in August 2019.
 DH4018
 DH4018.Significant digits in the geoid height do not necessarily reflect accuracy.
 DH4018.GEOID18 height accuracy estimate available here.
 DH4018
 DH4018.Click photographs - Photos may exist for this station.
 DH4018
 DH4018.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH4018
 DH4018.The Laplace correction was computed from DEFLEC18 derived deflections.
 DH4018
 DH4018.The ellipsoidal height was determined by GPS observations
 DH4018.and is referenced to NAD 83.
 DH4018
 DH4018.The dynamic height is computed by dividing the NAVD 88
 DH4018.geopotential number by the normal gravity value computed on the
 DH4018.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH4018.degrees latitude (g = 980.6199 gals.).
 DH4018
 DH4018.The modeled gravity was interpolated from observed gravity values.
 DH4018
 DH4018. The following values were computed from the NAD 83(2011) position.
 DH4018
 DH4018;                    North         East     Units Scale Factor Converg.
 DH4018;SPC MN C     -   294,224.588   685,587.770   MT  0.99994671   -1 04 58.9
 DH4018;SPC MN C     -   965,301.84  2,249,299.21   sFT  0.99994671   -1 04 58.9
 DH4018;UTM  15      - 5,179,683.074   290,129.389   MT  1.00014141   -2 00 04.6
 DH4018
 DH4018!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH4018!SPC MN C     -   0.99993734  x   0.99994671  =   0.99988405
 DH4018!UTM  15      -   0.99993734  x   1.00014141  =   1.00007874
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTM9012979683(NAD 83)
 DH4018
 DH4018|---------------------------------------------------------------------|
 DH4018| PID    Reference Object                     Distance      Geod. Az  |
 DH4018|                                                           dddmmss.s |
 DH4018| DH4019 0302 H                              APPROX. 1.3 KM 1264756.0 |
 DH4018|---------------------------------------------------------------------|
 DH4018
 DH4018                          SUPERSEDED SURVEY CONTROL
 DH4018
 DH4018  NAD 83(2007)-  46 44 15.76579(N)    095 44 49.82899(W) AD(2002.00) 0
 DH4018  ELLIP H (02/10/07)  399.797  (m)                       GP(2002.00)    
 DH4018  NAD 83(1996)-  46 44 15.76548(N)    095 44 49.82890(W) AD(       ) 1
 DH4018  ELLIP H (05/31/05)  399.816  (m)                       GP(       ) 3 1
 DH4018  NAVD 88 (08/24/10)  426.368  (m)         1398.84   (f) SUPERSEDED  2 1
 DH4018  NAVD 88             426.37   (m)         1398.8    (f) LEVELING    3  
 DH4018
 DH4018.Superseded values are not recommended for survey control.
 DH4018
 DH4018.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH4018.See file dsdata.pdf to determine how the superseded data were derived.
 DH4018
 DH4018_MARKER: DB = BENCH MARK DISK
 DH4018_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH4018_STAMPING: 0302 G 1970
 DH4018_MARK LOGO: MNHD
 DH4018_PROJECTION: RECESSED 5 CENTIMETERS
 DH4018_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DH4018_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DH4018+STABILITY: SURFACE MOTION
 DH4018_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH4018+SATELLITE: SATELLITE OBSERVATIONS - June 14, 2018
 DH4018
 DH4018  HISTORY     - Date     Condition        Report By
 DH4018  HISTORY     - 1970     MONUMENTED       MNHD
 DH4018  HISTORY     - 20041020 GOOD             MNDT
 DH4018  HISTORY     - 20180614 GOOD             MNDT
 DH4018
 DH4018                          STATION DESCRIPTION
 DH4018
 DH4018'DESCRIBED BY MN HIGHWAY DEPT 1970
 DH4018'1.9 MILES NORTHWEST OF FRAZEE, AT TRUNK HIGHWAY 10 MILEPOINT 52.60, IN
 DH4018'ACCELERATION ISLAND NORTH OF JUNCTION OF TRUNK HIGHWAY 10 AND COUNTY
 DH4018'ROAD 10, 43.2 FEET NORTH OF WESTBOUND TRUNK HIGHWAY 10, 60 FEET WEST
 DH4018'OF OLD TRUNK HIGHWAY 87 (SILVERSTAR ROAD), 155 FEET EAST OF ISLAND
 DH4018'NOSE, 42 FEET WEST OF CATCH BASIN, 21.5 FEET NORTH OF CURB, 20 FEET
 DH4018'SOUTHEAST OF CURB, 1.5 FEET SOUTH OF WITNESS POST
 DH4018
 DH4018                          STATION RECOVERY (2004)
 DH4018
 DH4018'RECOVERY NOTE BY MN DEPT OF TRANSP 2004 (WAS)
 DH4018'RECOVERED AS DESCRIBED.
 DH4018
 DH4018                          STATION RECOVERY (2018)
 DH4018
 DH4018'RECOVERY NOTE BY MN DEPT OF TRANSP 2018 (MXH)
 DH4018'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DH4019 ***********************************************************************
 DH4019  DESIGNATION -  0302 H
 DH4019  PID         -  DH4019
 DH4019  STATE/COUNTY-  MN/BECKER
 DH4019  COUNTRY     -  US
 DH4019  USGS QUAD   -  FRAZEE (2019)
 DH4019
 DH4019                         *CURRENT SURVEY CONTROL
 DH4019  ______________________________________________________________________
 DH4019* NAD 83(2011) POSITION- 46 43 50.33914(N) 095 44 00.40105(W)   ADJUSTED
 DH4019* NAD 83(2011) ELLIP HT-   397.847 (meters)        (06/27/12)   ADJUSTED
 DH4019* NAD 83(2011) EPOCH   -  2010.00
 DH4019* NAVD 88 ORTHO HEIGHT -   424.442 (meters)     1392.52  (feet) ADJUSTED
 DH4019  ______________________________________________________________________
 DH4019  GEOID HEIGHT    -        -26.588 (meters)                     GEOID18
 DH4019  NAD 83(2011) X  -   -437,545.642 (meters)                     COMP
 DH4019  NAD 83(2011) Y  - -4,357,901.051 (meters)                     COMP
 DH4019  NAD 83(2011) Z  -  4,621,581.875 (meters)                     COMP
 DH4019  LAPLACE CORR    -         -1.56  (seconds)                    DEFLEC18
 DH4019  DYNAMIC HEIGHT  -        424.465 (meters)     1392.60  (feet) COMP
 DH4019  MODELED GRAVITY -    980,655.6   (mgal)                       NAVD 88
 DH4019
 DH4019  VERT ORDER      -  SECOND    CLASS I
 DH4019
 DH4019  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DH4019  Standards:
 DH4019         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DH4019            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DH4019  -------------------------------------------------------------------
 DH4019  NETWORK    0.52   0.61           0.23   0.19   0.31      0.00309479
 DH4019  -------------------------------------------------------------------
 DH4019  Click here for local accuracies and other accuracy information.
 DH4019
 DH4019.The horizontal coordinates were established by GPS observations
 DH4019.and adjusted by the National Geodetic Survey in June 2012.
 DH4019
 DH4019.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DH4019.been affixed to the stable North American tectonic plate. See 
 DH4019.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DH4019
 DH4019.The horizontal coordinates are valid at the epoch date displayed above
 DH4019.which is a decimal equivalence of Year/Month/Day.
 DH4019
 DH4019.The orthometric height was determined by differential leveling and
 DH4019.adjusted by the NATIONAL GEODETIC SURVEY
 DH4019.in August 2019.
 DH4019
 DH4019.Significant digits in the geoid height do not necessarily reflect accuracy.
 DH4019.GEOID18 height accuracy estimate available here.
 DH4019
 DH4019.Click photographs - Photos may exist for this station.
 DH4019
 DH4019.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH4019
 DH4019.The Laplace correction was computed from DEFLEC18 derived deflections.
 DH4019
 DH4019.The ellipsoidal height was determined by GPS observations
 DH4019.and is referenced to NAD 83.
 DH4019
 DH4019.The dynamic height is computed by dividing the NAVD 88
 DH4019.geopotential number by the normal gravity value computed on the
 DH4019.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH4019.degrees latitude (g = 980.6199 gals.).
 DH4019
 DH4019.The modeled gravity was interpolated from observed gravity values.
 DH4019
 DH4019. The following values were computed from the NAD 83(2011) position.
 DH4019
 DH4019;                    North         East     Units Scale Factor Converg.
 DH4019;SPC MN C     -   293,419.866   686,622.154   MT  0.99994586   -1 04 23.2
 DH4019;SPC MN C     -   962,661.68  2,252,692.85   sFT  0.99994586   -1 04 23.2
 DH4019;UTM  15      - 5,178,861.723   291,150.942   MT  1.00013615   -1 59 27.8
 DH4019
 DH4019!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH4019!SPC MN C     -   0.99993764  x   0.99994586  =   0.99988350
 DH4019!UTM  15      -   0.99993764  x   1.00013615  =   1.00007378
 DH4019
 DH4019:                Primary Azimuth Mark                     Grid Az
 DH4019:SPC MN C     -  0302 J                                   135 47 57.6
 DH4019:UTM  15      -  0302 J                                   136 43 02.2
 DH4019
 DH4019_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTM9115078861(NAD 83)
 DH4019
 DH4019|---------------------------------------------------------------------|
 DH4019| PID    Reference Object                     Distance      Geod. Az  |
 DH4019|                                                           dddmmss.s |
 DH4019| DH4020 0302 J                              APPROX. 1.2 KM 1344334.4 |
 DH4019|---------------------------------------------------------------------|
 DH4019
 DH4019                          SUPERSEDED SURVEY CONTROL
 DH4019
 DH4019  NAD 83(2007)-  46 43 50.33906(N)    095 44 00.40188(W) AD(2002.00) 0
 DH4019  ELLIP H (02/10/07)  397.880  (m)                       GP(2002.00)    
 DH4019  NAD 83(1996)-  46 43 50.33874(N)    095 44 00.40178(W) AD(       ) 1
 DH4019  ELLIP H (05/31/05)  397.899  (m)                       GP(       ) 3 1
 DH4019  NAVD 88 (08/24/10)  424.451  (m)         1392.55   (f) SUPERSEDED  2 1
 DH4019  NAVD 88             424.45   (m)         1392.5    (f) LEVELING    3  
 DH4019
 DH4019.Superseded values are not recommended for survey control.
 DH4019
 DH4019.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH4019.See file dsdata.pdf to determine how the superseded data were derived.
 DH4019
 DH4019_MARKER: DB = BENCH MARK DISK
 DH4019_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 DH4019_STAMPING: 0302 H 1970
 DH4019_MARK LOGO: MNHD
 DH4019_PROJECTION: FLUSH
 DH4019_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DH4019_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DH4019_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DH4019+SATELLITE: SATELLITE OBSERVATIONS - August 06, 2015
 DH4019
 DH4019  HISTORY     - Date     Condition        Report By
 DH4019  HISTORY     - 1970     MONUMENTED       MNHD
 DH4019  HISTORY     - 20041020 GOOD             MNDT
 DH4019  HISTORY     - 20150806 GOOD             MNDT
 DH4019
 DH4019                          STATION DESCRIPTION
 DH4019
 DH4019'DESCRIBED BY MN HIGHWAY DEPT 1970
 DH4019'1.2 MILES WEST OF FRAZEE, 0.8 MILES NORTHWEST OF COUNTY ROAD 29, AT
 DH4019'TRUNK HIGHWAY 10 MILEPOINT 53.45, 99 FEET SOUTHWEST OF EASTBOUND TRUNK
 DH4019'HIGHWAY 10, 260 FEET NORTHWEST OF CROSSOVER, AT EDGE OF TREES, 1.0
 DH4019'FEET NORTHEAST OF WITNESS POST
 DH4019
 DH4019                          STATION RECOVERY (2004)
 DH4019
 DH4019'RECOVERY NOTE BY MN DEPT OF TRANSP 2004 (WAS)
 DH4019'RECOVERED AS DESCRIBED.
 DH4019
 DH4019                          STATION RECOVERY (2015)
 DH4019
 DH4019'RECOVERY NOTE BY MN DEPT OF TRANSP 2015 (MAS)
 DH4019'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DH4020 ***********************************************************************
 DH4020  DESIGNATION -  0302 J
 DH4020  PID         -  DH4020
 DH4020  STATE/COUNTY-  MN/BECKER
 DH4020  COUNTRY     -  US
 DH4020  USGS QUAD   -  FRAZEE (2019)
 DH4020
 DH4020                         *CURRENT SURVEY CONTROL
 DH4020  ______________________________________________________________________
 DH4020* NAD 83(2011) POSITION- 46 43 22.14044(N) 095 43 19.00596(W)   ADJUSTED
 DH4020* NAD 83(2011) ELLIP HT-   394.411 (meters)        (06/27/12)   ADJUSTED
 DH4020* NAD 83(2011) EPOCH   -  2010.00
 DH4020* NAVD 88 ORTHO HEIGHT -   421.007 (meters)     1381.25  (feet) ADJUSTED
 DH4020  ______________________________________________________________________
 DH4020  GEOID HEIGHT    -        -26.593 (meters)                     GEOID18
 DH4020  NAD 83(2011) X  -   -436,734.029 (meters)                     COMP
 DH4020  NAD 83(2011) Y  - -4,358,617.302 (meters)                     COMP
 DH4020  NAD 83(2011) Z  -  4,620,982.451 (meters)                     COMP
 DH4020  LAPLACE CORR    -         -1.45  (seconds)                    DEFLEC18
 DH4020  DYNAMIC HEIGHT  -        421.029 (meters)     1381.33  (feet) COMP
 DH4020  MODELED GRAVITY -    980,655.4   (mgal)                       NAVD 88
 DH4020
 DH4020  VERT ORDER      -  SECOND    CLASS I
 DH4020
 DH4020  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DH4020  Standards:
 DH4020         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DH4020            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DH4020  -------------------------------------------------------------------
 DH4020  NETWORK    0.40   0.59           0.18   0.14   0.30      0.01610167
 DH4020  -------------------------------------------------------------------
 DH4020  Click here for local accuracies and other accuracy information.
 DH4020
 DH4020.The horizontal coordinates were established by GPS observations
 DH4020.and adjusted by the National Geodetic Survey in June 2012.
 DH4020
 DH4020.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DH4020.been affixed to the stable North American tectonic plate. See 
 DH4020.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DH4020
 DH4020.The horizontal coordinates are valid at the epoch date displayed above
 DH4020.which is a decimal equivalence of Year/Month/Day.
 DH4020
 DH4020.The orthometric height was determined by differential leveling and
 DH4020.adjusted by the NATIONAL GEODETIC SURVEY
 DH4020.in August 2019.
 DH4020
 DH4020.Significant digits in the geoid height do not necessarily reflect accuracy.
 DH4020.GEOID18 height accuracy estimate available here.
 DH4020
 DH4020.Click photographs - Photos may exist for this station.
 DH4020
 DH4020.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH4020
 DH4020.The Laplace correction was computed from DEFLEC18 derived deflections.
 DH4020
 DH4020.The ellipsoidal height was determined by GPS observations
 DH4020.and is referenced to NAD 83.
 DH4020
 DH4020.The dynamic height is computed by dividing the NAVD 88
 DH4020.geopotential number by the normal gravity value computed on the
 DH4020.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH4020.degrees latitude (g = 980.6199 gals.).
 DH4020
 DH4020.The modeled gravity was interpolated from observed gravity values.
 DH4020
 DH4020. The following values were computed from the NAD 83(2011) position.
 DH4020
 DH4020;                    North         East     Units Scale Factor Converg.
 DH4020;SPC MN C     -   292,532.911   687,484.699   MT  0.99994492   -1 03 53.2
 DH4020;SPC MN C     -   959,751.73  2,255,522.72   sFT  0.99994492   -1 03 53.2
 DH4020;UTM  15      - 5,177,960.896   291,999.329   MT  1.00013180   -1 58 56.7
 DH4020
 DH4020!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH4020!SPC MN C     -   0.99993818  x   0.99994492  =   0.99988310
 DH4020!UTM  15      -   0.99993818  x   1.00013180  =   1.00006997
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTM9199977960(NAD 83)
 DH4020
 DH4020|---------------------------------------------------------------------|
 DH4020| PID    Reference Object                     Distance      Geod. Az  |
 DH4020|                                                           dddmmss.s |
 DH4020| DH4019 0302 H                              APPROX. 1.2 KM 3144404.6 |
 DH4020|---------------------------------------------------------------------|
 DH4020
 DH4020                          SUPERSEDED SURVEY CONTROL
 DH4020
 DH4020  NAD 83(2007)-  46 43 22.14036(N)    095 43 19.00679(W) AD(2002.00) 0
 DH4020  ELLIP H (02/10/07)  394.444  (m)                       GP(2002.00)    
 DH4020  NAD 83(1996)-  46 43 22.14003(N)    095 43 19.00670(W) AD(       ) 1
 DH4020  ELLIP H (05/31/05)  394.462  (m)                       GP(       ) 3 1
 DH4020  NAVD 88 (08/24/10)  421.015  (m)         1381.28   (f) SUPERSEDED  2 1
 DH4020  NAVD 88             421.01   (m)         1381.3    (f) LEVELING    3  
 DH4020
 DH4020.Superseded values are not recommended for survey control.
 DH4020
 DH4020.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH4020.See file dsdata.pdf to determine how the superseded data were derived.
 DH4020
 DH4020_MARKER: DB = BENCH MARK DISK
 DH4020_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 DH4020_STAMPING: 0302 J 1970
 DH4020_MARK LOGO: MNHD
 DH4020_PROJECTION: FLUSH
 DH4020_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DH4020_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DH4020_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH4020+SATELLITE: SATELLITE OBSERVATIONS - January 26, 2017
 DH4020
 DH4020  HISTORY     - Date     Condition        Report By
 DH4020  HISTORY     - 19700401 MONUMENTED       MNHD
 DH4020  HISTORY     - 20041020 GOOD             MNDT
 DH4020  HISTORY     - 20150806 GOOD             MNDT
 DH4020  HISTORY     - 20170126 GOOD             MNDT
 DH4020
 DH4020                          STATION DESCRIPTION
 DH4020
 DH4020'DESCRIBED BY MN HIGHWAY DEPT 1970
 DH4020'0.8 MILES WEST OF FRAZEE, 0.3 MILES NORTHWEST OF JUNCTION OF TRUNK
 DH4020'HIGHWAY 87 AND TRUNK HIGHWAY 10, AT TRUNK HIGHWAY 10 MILEPOINT 54.25,
 DH4020'100 FEET SOUTHWEST OF EASTBOUND TRUNK HIGHWAY 10, 1.0 FEET NORTHEAST
 DH4020'OF WITNESS POST
 DH4020
 DH4020                          STATION RECOVERY (2004)
 DH4020
 DH4020'RECOVERY NOTE BY MN DEPT OF TRANSP 2004 (WAS)
 DH4020'RECOVERED AS DESCRIBED.
 DH4020
 DH4020                          STATION RECOVERY (2015)
 DH4020
 DH4020'RECOVERY NOTE BY MN DEPT OF TRANSP 2015 (MAS)
 DH4020'RECOVERED AS DESCRIBED.
 DH4020
 DH4020                          STATION RECOVERY (2017)
 DH4020
 DH4020'RECOVERY NOTE BY MN DEPT OF TRANSP 2017 (TXD)
 DH4020'0.8 MILE WEST OF FRAZEE, 0.3 MILE NORTHWEST ALONG TRUNK HIGHWAY 10
 DH4020'FROM JUNCTION OF TRUNK HIGHWAY 87 AND TRUNK HIGHWAY 10(JUNCTION IS 0.8
 DH4020'MILE SOUTHWEST OF FRAZEE) AT TRUNK HIGHWAY 10 MILEPOINT 54.25, 100
 DH4020'FEET SOUTHWEST OF EASTBOUND TRUNK HIGHWAY 10, 40 FT (12.2 M)
 DH4020'NORTH-NORTHWEST OF POWER POLE, 1.0 FOOT NORTHEAST OF WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DL8664 ***********************************************************************
 DL8664  DESIGNATION -  0302 K
 DL8664  PID         -  DL8664
 DL8664  STATE/COUNTY-  MN/BECKER
 DL8664  COUNTRY     -  US
 DL8664  USGS QUAD   -  FRAZEE (2019)
 DL8664
 DL8664                         *CURRENT SURVEY CONTROL
 DL8664  ______________________________________________________________________
 DL8664* NAD 83(1986) POSITION- 46 42 59.19   (N) 095 42 37.99   (W)   HD_HELD1
 DL8664* NAVD 88 ORTHO HEIGHT -   416.495 (meters)     1366.45  (feet) ADJUSTED
 DL8664  ______________________________________________________________________
 DL8664  GEOID HEIGHT    -        -26.597 (meters)                     GEOID18
 DL8664  DYNAMIC HEIGHT  -        416.518 (meters)     1366.53  (feet) COMP
 DL8664  MODELED GRAVITY -    980,656.3   (mgal)                       NAVD 88
 DL8664
 DL8664  VERT ORDER      -  SECOND    CLASS I
 DL8664
 DL8664.The horizontal coordinates were determined by differentially corrected
 DL8664.hand held GPS observations or other comparable positioning techniques
 DL8664.and have an estimated accuracy of +/- 3 meters.
 DL8664
 DL8664.The orthometric height was determined by differential leveling and
 DL8664.adjusted by the NATIONAL GEODETIC SURVEY
 DL8664.in August 2019.
 DL8664
 DL8664.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL8664.GEOID18 height accuracy estimate available here.
 DL8664
 DL8664.Click photographs - Photos may exist for this station.
 DL8664
 DL8664.The dynamic height is computed by dividing the NAVD 88
 DL8664.geopotential number by the normal gravity value computed on the
 DL8664.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL8664.degrees latitude (g = 980.6199 gals.).
 DL8664
 DL8664.The modeled gravity was interpolated from observed gravity values.
 DL8664
 DL8664;                    North         East    Units  Estimated Accuracy
 DL8664;SPC MN C     -   291,808.3     688,342.4     MT  (+/- 3 meters HH1 GPS) 
 DL8664
 DL8664_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTM9284577222(NAD 83)
 DL8664
 DL8664                          SUPERSEDED SURVEY CONTROL
 DL8664
 DL8664  NAVD 88 (08/24/10)  416.505  (m)         1366.48   (f) SUPERSEDED  2 1
 DL8664
 DL8664.Superseded values are not recommended for survey control.
 DL8664
 DL8664.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL8664.See file dsdata.pdf to determine how the superseded data were derived.
 DL8664
 DL8664_MARKER: DB = BENCH MARK DISK
 DL8664_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 DL8664_SP_SET: BOX CULVERT
 DL8664_STAMPING: 0302 K 1970
 DL8664_MARK LOGO: MNHD
 DL8664_MAGNETIC: N = NO MAGNETIC MATERIAL
 DL8664_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DL8664+STABILITY: SURFACE MOTION
 DL8664_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DL8664+SATELLITE: SATELLITE OBSERVATIONS - August 06, 2015
 DL8664
 DL8664  HISTORY     - Date     Condition        Report By
 DL8664  HISTORY     - 1970     MONUMENTED       MNHD
 DL8664  HISTORY     - 20041020 GOOD             MNDT
 DL8664  HISTORY     - 20150806 GOOD             MNDT
 DL8664
 DL8664                          STATION DESCRIPTION
 DL8664
 DL8664'DESCRIBED BY MN DEPT OF TRANSP 2004 (WAS)
 DL8664'THE MARK IS LOCATED ABOUT 9.4 MI (15.1 KM) SOUTHEAST OF DETROIT LAKES,
 DL8664'6.1 MI (9.8 KM) NORTHEAST OF VERGAS AND 0.9 MI (1.4 KM)
 DL8664'SOUTH-SOUTHWEST OF FRAZEE.
 DL8664'
 DL8664'TO REACH THE MARK FROM THE JUNCTION OF TRUNK HIGHWAY 10 AND TRUNK
 DL8664'HIGHWAY 87, GO 0.40 MI (0.6 KM) SOUTHEAST ALONG TRUNK HIGHWAY 10 TO
 DL8664'MILE POINT 54.90 AND MARK ON THE LEFT.
 DL8664'
 DL8664'THE MARK IS FOUND IN THE NORTHEAST CORNER OF A TRUNK HIGHWAY 10 BOX
 DL8664'CULVERT HEADWALL SPANNING THE OTTERTAIL RIVER, 82 FT (25.0 M) NORTH OF
 DL8664'WESTBOUND TRUNK HIGHWAY 10.
 DL8664
 DL8664                          STATION RECOVERY (2015)
 DL8664
 DL8664'RECOVERY NOTE BY MN DEPT OF TRANSP 2015 (MAS)
 DL8664'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DL8663 ***********************************************************************
 DL8663  DESIGNATION -  0302 L
 DL8663  PID         -  DL8663
 DL8663  STATE/COUNTY-  MN/BECKER
 DL8663  COUNTRY     -  US
 DL8663  USGS QUAD   -  FRAZEE (2019)
 DL8663
 DL8663                         *CURRENT SURVEY CONTROL
 DL8663  ______________________________________________________________________
 DL8663* NAD 83(1986) POSITION- 46 43 12.56   (N) 095 42 59.22   (W)   HD_HELD1
 DL8663* NAVD 88 ORTHO HEIGHT -   429.768 (meters)     1410.00  (feet) ADJUSTED
 DL8663  ______________________________________________________________________
 DL8663  GEOID HEIGHT    -        -26.595 (meters)                     GEOID18
 DL8663  DYNAMIC HEIGHT  -        429.791 (meters)     1410.07  (feet) COMP
 DL8663  MODELED GRAVITY -    980,655.7   (mgal)                       NAVD 88
 DL8663
 DL8663  VERT ORDER      -  SECOND    CLASS I
 DL8663
 DL8663.The horizontal coordinates were determined by differentially corrected
 DL8663.hand held GPS observations or other comparable positioning techniques
 DL8663.and have an estimated accuracy of +/- 3 meters.
 DL8663
 DL8663.The orthometric height was determined by differential leveling and
 DL8663.adjusted by the NATIONAL GEODETIC SURVEY
 DL8663.in August 2019.
 DL8663
 DL8663.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL8663.GEOID18 height accuracy estimate available here.
 DL8663
 DL8663.Click photographs - Photos may exist for this station.
 DL8663
 DL8663.The dynamic height is computed by dividing the NAVD 88
 DL8663.geopotential number by the normal gravity value computed on the
 DL8663.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL8663.degrees latitude (g = 980.6199 gals.).
 DL8663
 DL8663.The modeled gravity was interpolated from observed gravity values.
 DL8663
 DL8663;                    North         East    Units  Estimated Accuracy
 DL8663;SPC MN C     -   292,229.3     687,899.3     MT  (+/- 3 meters HH1 GPS) 
 DL8663
 DL8663_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTM9240977650(NAD 83)
 DL8663
 DL8663                          SUPERSEDED SURVEY CONTROL
 DL8663
 DL8663  NAVD 88 (08/24/10)  429.779  (m)         1410.03   (f) SUPERSEDED  2 1
 DL8663
 DL8663.Superseded values are not recommended for survey control.
 DL8663
 DL8663.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL8663.See file dsdata.pdf to determine how the superseded data were derived.
 DL8663
 DL8663_MARKER: DV = VERTICAL CONTROL DISK
 DL8663_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DL8663_SP_SET: BRIDGE ABUTMENT
 DL8663_STAMPING: 0302 L 2004
 DL8663_MARK LOGO: MNHD
 DL8663_MAGNETIC: N = NO MAGNETIC MATERIAL
 DL8663_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL8663_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DL8663+SATELLITE: SATELLITE OBSERVATIONS - August 06, 2015
 DL8663
 DL8663  HISTORY     - Date     Condition        Report By
 DL8663  HISTORY     - 20041026 MONUMENTED       MNDT
 DL8663  HISTORY     - 20150806 GOOD             MNDT
 DL8663
 DL8663                          STATION DESCRIPTION
 DL8663
 DL8663'DESCRIBED BY MN DEPT OF TRANSP 2004 (WAS)
 DL8663'THE MARK IS LOCATED ABOUT 9.1 MI (14.6 KM) SOUTHEAST OF DETROIT LAKES,
 DL8663'6.1 MI (9.8 KM) NORTHEAST OF VERGAS AND 0.9 MI (1.4 KM) SOUTHWEST OF
 DL8663'FRAZEE MINNESOTA.
 DL8663'
 DL8663'TO REACH THE MARK FROM THE JUNCTION OF TRUNK HIGHWAY 87/COUNTY ROAD 29
 DL8663'AND COUNTY ROAD 10 IN FRAZEE, GO 0.80 MI (1.3 KM) SOUTHWEST ALONG
 DL8663'TRUNK HIGHWAY 87 TO MILE POINT 1.5 AND MARK ON THE LEFT.
 DL8663'
 DL8663'THE MARK IS FOUND 22.0 FT (6.7 M) SOUTHEAST OF TRUNK HIGHWAY 87, IN
 DL8663'THE EAST CORNER OF THE NORTHEAST ABUTMENT OF TRUNK HIGHWAY 87 BRIDGE
 DL8663'NUMBER 03006 OVER TRUNK HIGHWAY 10.
 DL8663
 DL8663                          STATION RECOVERY (2015)
 DL8663
 DL8663'RECOVERY NOTE BY MN DEPT OF TRANSP 2015 (JMH)
 DL8663'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DG7114 ***********************************************************************
 DG7114  DESIGNATION -  0303 A
 DG7114  PID         -  DG7114
 DG7114  STATE/COUNTY-  MN/BECKER
 DG7114  COUNTRY     -  US
 DG7114  USGS QUAD   -  DETROIT LAKES (2019)
 DG7114
 DG7114                         *CURRENT SURVEY CONTROL
 DG7114  ______________________________________________________________________
 DG7114* NAD 83(1986) POSITION- 46 49 31.15   (N) 095 49 27.77   (W)   HD_HELD1
 DG7114* NAVD 88 ORTHO HEIGHT -   412.560 (meters)     1353.54  (feet) ADJUSTED
 DG7114  ______________________________________________________________________
 DG7114  GEOID HEIGHT    -        -26.600 (meters)                     GEOID18
 DG7114  DYNAMIC HEIGHT  -        412.589 (meters)     1353.64  (feet) COMP
 DG7114  MODELED GRAVITY -    980,671.9   (mgal)                       NAVD 88
 DG7114
 DG7114  VERT ORDER      -  SECOND    CLASS I
 DG7114
 DG7114.The horizontal coordinates were determined by differentially corrected
 DG7114.hand held GPS observations or other comparable positioning techniques
 DG7114.and have an estimated accuracy of +/- 3 meters.
 DG7114
 DG7114.The orthometric height was determined by differential leveling and
 DG7114.adjusted by the NATIONAL GEODETIC SURVEY
 DG7114.in June 2023.
 DG7114
 DG7114.Significant digits in the geoid height do not necessarily reflect accuracy.
 DG7114.GEOID18 height accuracy estimate available here.
 DG7114
 DG7114.Click photographs - Photos may exist for this station.
 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     -   304,075.5     679,882.1     MT  (+/- 3 meters HH1 GPS) 
 DG7114
 DG7114_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTM8458189626(NAD 83)
 DG7114
 DG7114                          SUPERSEDED SURVEY CONTROL
 DG7114
 DG7114  NAVD 88 (08/26/19)  412.562  (m)         1353.55   (f) SUPERSEDED  2 1
 DG7114  NAVD 88 (12/15/04)  412.556  (m)         1353.53   (f) SUPERSEDED  2 1
 DG7114
 DG7114.Superseded values are not recommended for survey control.
 DG7114
 DG7114.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG7114.See file dsdata.pdf to determine how the superseded data were derived.
 DG7114
 DG7114_MARKER: DB = BENCH MARK DISK
 DG7114_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 DG7114_SP_SET: BOX CULVERT
 DG7114_STAMPING: 0303 A 1970
 DG7114_MARK LOGO: MNHD
 DG7114_MAGNETIC: N = NO MAGNETIC MATERIAL
 DG7114_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DG7114+STABILITY: SURFACE MOTION
 DG7114_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DG7114+SATELLITE: SATELLITE OBSERVATIONS - September 19, 2019
 DG7114
 DG7114  HISTORY     - Date     Condition        Report By
 DG7114  HISTORY     - 19700401 MONUMENTED       MNHD
 DG7114  HISTORY     - 20001220 GOOD             MNDT
 DG7114  HISTORY     - 20140507 GOOD             MNDT
 DG7114  HISTORY     - 20141126 GOOD             MNDT
 DG7114  HISTORY     - 20150819 GOOD             MNDT
 DG7114  HISTORY     - 20190919 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.
 DG7114
 DG7114                          STATION RECOVERY (2014)
 DG7114
 DG7114'RECOVERY NOTE BY MN DEPT OF TRANSP 2014 (KMS)
 DG7114'IN DETROIT LAKES, IN CULVERT HEADWALL IN SOUTHEAST CORNER OF TRUNK
 DG7114'HIGHWAY 34 BOX CULVERT OVER PELICAN RIVER, 1.45 MI (2.3 KM) EAST ALONG
 DG7114'TRUNK HIGHWAY 34  FROM THE JUNCTION OF TRUNK HIGHWAY 34 AND TRUNK
 DG7114'HIGHWAY 59 IN DETROIT LAKES, AT TRUNK HIGHWAY 34 MILE POINT 36.95, 150
 DG7114'FT (45.7 M) WEST OF COUNTY ROAD 141 EXTENDED, 67 FT (20.4 M) SOUTH OF
 DG7114'TRUNK HIGHWAY 34.
 DG7114
 DG7114                          STATION RECOVERY (2014)
 DG7114
 DG7114'RECOVERY NOTE BY MN DEPT OF TRANSP 2014 (KMS)
 DG7114'IN DETROIT LAKES, IN CULVERT HEADWALL IN SOUTHEAST CORNER OF TRUNK
 DG7114'HIGHWAY 34 BOX CULVERT OVER PELICAN RIVER, 1.45 MI (2.3 KM) EAST ALONG
 DG7114'TRUNK HIGHWAY 34  FROM THE JUNCTION OF TRUNK HIGHWAY 34 AND TRUNK
 DG7114'HIGHWAY 59 IN DETROIT LAKES, AT TRUNK HIGHWAY 34 MILE POINT 36.95, 150
 DG7114'FT (45.7 M) WEST OF COUNTY ROAD 141 EXTENDED, 67 FT (20.4 M) SOUTH OF
 DG7114'TRUNK HIGHWAY 34.
 DG7114
 DG7114                          STATION RECOVERY (2015)
 DG7114
 DG7114'RECOVERY NOTE BY MN DEPT OF TRANSP 2015 (MAS)
 DG7114'RECOVERED IN GOOD CONDITION.
 DG7114
 DG7114                          STATION RECOVERY (2019)
 DG7114
 DG7114'RECOVERY NOTE BY MN DEPT OF TRANSP 2019 (KMS)
 DG7114'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DQ4280 ***********************************************************************
 DQ4280  DESIGNATION -  0303 AA
 DQ4280  PID         -  DQ4280
 DQ4280  STATE/COUNTY-  MN/BECKER
 DQ4280  COUNTRY     -  US
 DQ4280  USGS QUAD   -  PONSFORD (2019)
 DQ4280
 DQ4280                         *CURRENT SURVEY CONTROL
 DQ4280  ______________________________________________________________________
 DQ4280* NAD 83(2011) POSITION- 46 53 25.18383(N) 095 24 54.61929(W)   ADJUSTED
 DQ4280* NAD 83(2011) ELLIP HT-   458.334 (meters)        (06/20/23)   ADJUSTED
 DQ4280* NAD 83(2011) EPOCH   -  2010.00
 DQ4280* NAVD 88 ORTHO HEIGHT -   484.984 (meters)     1591.15  (feet) ADJUSTED
 DQ4280  ______________________________________________________________________
 DQ4280  GEOID HEIGHT    -        -26.624 (meters)                     GEOID18
 DQ4280  NAD 83(2011) X  -   -412,113.727 (meters)                     COMP
 DQ4280  NAD 83(2011) Y  - -4,347,420.244 (meters)                     COMP
 DQ4280  NAD 83(2011) Z  -  4,633,775.861 (meters)                     COMP
 DQ4280  LAPLACE CORR    -         -1.74  (seconds)                    DEFLEC18
 DQ4280  DYNAMIC HEIGHT  -        485.027 (meters)     1591.29  (feet) COMP
 DQ4280  MODELED GRAVITY -    980,685.9   (mgal)                       NAVD 88
 DQ4280
 DQ4280  VERT ORDER      -  SECOND    CLASS I
 DQ4280
 DQ4280  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DQ4280  Standards:
 DQ4280         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DQ4280            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DQ4280  -------------------------------------------------------------------
 DQ4280  NETWORK    0.76   1.57           0.34   0.27   0.80      0.01351164
 DQ4280  -------------------------------------------------------------------
 DQ4280  Click here for local accuracies and other accuracy information.
 DQ4280
 DQ4280.The horizontal coordinates were established by GPS observations
 DQ4280.and adjusted by the MN DEPT OF TRANSP in June 2023.
 DQ4280
 DQ4280.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DQ4280.been affixed to the stable North American tectonic plate. See 
 DQ4280.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DQ4280
 DQ4280.The horizontal coordinates are valid at the epoch date displayed above
 DQ4280.which is a decimal equivalence of Year/Month/Day.
 DQ4280
 DQ4280.The orthometric height was determined by differential leveling and
 DQ4280.adjusted by the NATIONAL GEODETIC SURVEY
 DQ4280.in August 2019.
 DQ4280
 DQ4280.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ4280.GEOID18 height accuracy estimate available here.
 DQ4280
 DQ4280.Click photographs - Photos may exist for this station.
 DQ4280
 DQ4280.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DQ4280
 DQ4280.The Laplace correction was computed from DEFLEC18 derived deflections.
 DQ4280
 DQ4280.The ellipsoidal height was determined by GPS observations
 DQ4280.and is referenced to NAD 83.
 DQ4280
 DQ4280.The dynamic height is computed by dividing the NAVD 88
 DQ4280.geopotential number by the normal gravity value computed on the
 DQ4280.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ4280.degrees latitude (g = 980.6199 gals.).
 DQ4280
 DQ4280.The modeled gravity was interpolated from observed gravity values.
 DQ4280
 DQ4280. The following values were computed from the NAD 83(2011) position.
 DQ4280
 DQ4280;                    North         East     Units Scale Factor Converg.
 DQ4280;SPC MN C     -   310,761.522   711,206.463   MT  0.99996902   -0 50 34.3
 DQ4280;SPC MN C     - 1,019,556.76  2,333,349.87   sFT  0.99996902   -0 50 34.3
 DQ4280;UTM  15      - 5,195,808.637   316,013.304   MT  1.00001607   -1 45 49.3
 DQ4280
 DQ4280!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DQ4280!SPC MN C     -   0.99992816  x   0.99996902  =   0.99989718
 DQ4280!UTM  15      -   0.99992816  x   1.00001607  =   0.99994423
 DQ4280
 DQ4280_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUM1601395808(NAD 83)
 DQ4280
 DQ4280                          SUPERSEDED SURVEY CONTROL
 DQ4280
 DQ4280.No superseded survey control is available for this station.
 DQ4280
 DQ4280_MARKER: F = FLANGE-ENCASED ROD
 DQ4280_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DQ4280_STAMPING: 0303 AA 2015
 DQ4280_MARK LOGO: MNDT
 DQ4280_PROJECTION: RECESSED 5 CENTIMETERS
 DQ4280_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DQ4280_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ4280_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ4280+SATELLITE: SATELLITE OBSERVATIONS - March 01, 2023
 DQ4280_ROD/PIPE-DEPTH: 10.4 meters
 DQ4280
 DQ4280  HISTORY     - Date     Condition        Report By
 DQ4280  HISTORY     - 20150929 MONUMENTED       MNDT
 DQ4280  HISTORY     - 20210629 GOOD             MNDT
 DQ4280  HISTORY     - 20230301 GOOD             MNDT
 DQ4280
 DQ4280                          STATION DESCRIPTION
 DQ4280
 DQ4280'DESCRIBED BY MN DEPT OF TRANSP 2015
 DQ4280'THE MARK IS LOCATED ABOUT 7.9 MI (12.7 KM) WEST-SOUTHWEST OF OSAGE,
 DQ4280'7.5 MI (12.1 KM) WEST ALONG TRUNK HIGHWAY 34 FROM THE JUNCTION OF
 DQ4280'TRUNK HIGHWAY 34 AND TRUNK HIGHWAY 225 (JUNCTION IS 0.5 MI (0.8 KM)
 DQ4280'WEST OF OSAGE), AT TRUNK HIGHWAY 34 MILE POINT 57.5, 168.0 FT (51.2 M)
 DQ4280'NORTH OF TRUNK HIGHWAY 34, 72.1 FT (22.0 M) WEST OF COUNTY ROAD 39,
 DQ4280'13.9 FT (4.2 M) SOUTHWEST OF CABLE BOX, 6.0 FT (1.8 M) SOUTH OF A
 DQ4280'WITNESS POST.
 DQ4280
 DQ4280                          STATION RECOVERY (2021)
 DQ4280
 DQ4280'RECOVERY NOTE BY MN DEPT OF TRANSP 2021 (DAS)
 DQ4280'RECOVERED IN GOOD CONDITION.
 DQ4280
 DQ4280                          STATION RECOVERY (2023)
 DQ4280
 DQ4280'RECOVERY NOTE BY MN DEPT OF TRANSP 2023 (RXJ)
 DQ4280'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DQ4276 ***********************************************************************
 DQ4276  DESIGNATION -  0303 AB
 DQ4276  PID         -  DQ4276
 DQ4276  STATE/COUNTY-  MN/BECKER
 DQ4276  COUNTRY     -  US
 DQ4276  USGS QUAD   -  PONSFORD (2019)
 DQ4276
 DQ4276                         *CURRENT SURVEY CONTROL
 DQ4276  ______________________________________________________________________
 DQ4276* NAD 83(1986) POSITION- 46 53 21.44   (N) 095 28 53.02   (W)   HD_HELD1
 DQ4276* NAVD 88 ORTHO HEIGHT -   460.898 (meters)     1512.13  (feet) ADJUSTED
 DQ4276  ______________________________________________________________________
 DQ4276  GEOID HEIGHT    -        -26.624 (meters)                     GEOID18
 DQ4276  DYNAMIC HEIGHT  -        460.933 (meters)     1512.24  (feet) COMP
 DQ4276  MODELED GRAVITY -    980,673.3   (mgal)                       NAVD 88
 DQ4276
 DQ4276  VERT ORDER      -  SECOND    CLASS I
 DQ4276
 DQ4276.The horizontal coordinates were determined by differentially corrected
 DQ4276.hand held GPS observations or other comparable positioning techniques
 DQ4276.and have an estimated accuracy of +/- 3 meters.
 DQ4276
 DQ4276.The orthometric height was determined by differential leveling and
 DQ4276.adjusted by the NATIONAL GEODETIC SURVEY
 DQ4276.in August 2019.
 DQ4276
 DQ4276.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ4276.GEOID18 height accuracy estimate available here.
 DQ4276
 DQ4276.Click photographs - Photos may exist for this station.
 DQ4276
 DQ4276.The dynamic height is computed by dividing the NAVD 88
 DQ4276.geopotential number by the normal gravity value computed on the
 DQ4276.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ4276.degrees latitude (g = 980.6199 gals.).
 DQ4276
 DQ4276.The modeled gravity was interpolated from observed gravity values.
 DQ4276
 DQ4276;                    North         East    Units  Estimated Accuracy
 DQ4276;SPC MN C     -   310,722.3     706,158.5     MT  (+/- 3 meters HH1 GPS) 
 DQ4276
 DQ4276_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUM1096595850(NAD 83)
 DQ4276
 DQ4276                          SUPERSEDED SURVEY CONTROL
 DQ4276
 DQ4276.No superseded survey control is available for this station.
 DQ4276
 DQ4276_MARKER: F = FLANGE-ENCASED ROD
 DQ4276_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DQ4276_STAMPING: 0303 AB 2015
 DQ4276_MARK LOGO: MNDT
 DQ4276_PROJECTION: RECESSED 5 CENTIMETERS
 DQ4276_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DQ4276_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ4276_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ4276+SATELLITE: SATELLITE OBSERVATIONS - September 29, 2015
 DQ4276_ROD/PIPE-DEPTH: 16.5 meters
 DQ4276
 DQ4276  HISTORY     - Date     Condition        Report By
 DQ4276  HISTORY     - 20150929 MONUMENTED       MNDT
 DQ4276
 DQ4276                          STATION DESCRIPTION
 DQ4276
 DQ4276'DESCRIBED BY MN DEPT OF TRANSP 2015
 DQ4276'THE MARK IS LOCATED ABOUT 11.0 MI (17.7 KM) WEST-SOUTHWEST OF OSAGE,
 DQ4276'10.65 MI (17.14 KM) WEST ALONG TRUNK HIGHWAY 34 FROM THE JUNCTION OF
 DQ4276'TRUNK HIGHWAY 34 AND TRUNK HIGHWAY 225 (JUNCTION IS 0.5 MI (0.8 KM)
 DQ4276'WEST OF OSAGE), AT TRUNK HIGHWAY 34 MILE POINT 54.35, 28.3 FT (8.6 M)
 DQ4276'NORTH OF TRUNK HIGHWAY 34, 29.9 FT (9.1 M) WEST OF COUNTY ROAD 117
 DQ4276'EXTENDED, 1.5 FT (0.5 M) SOUTH OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DQ4275 ***********************************************************************
 DQ4275  DESIGNATION -  0303 AC
 DQ4275  PID         -  DQ4275
 DQ4275  STATE/COUNTY-  MN/BECKER
 DQ4275  COUNTRY     -  US
 DQ4275  USGS QUAD   -  HEIGHT OF LAND LAKE (2019)
 DQ4275
 DQ4275                         *CURRENT SURVEY CONTROL
 DQ4275  ______________________________________________________________________
 DQ4275* NAD 83(2011) POSITION- 46 53 04.05569(N) 095 31 14.30730(W)   ADJUSTED
 DQ4275* NAD 83(2011) ELLIP HT-   441.083 (meters)        (06/20/23)   ADJUSTED
 DQ4275* NAD 83(2011) EPOCH   -  2010.00
 DQ4275* NAVD 88 ORTHO HEIGHT -   467.767 (meters)     1534.67  (feet) ADJUSTED
 DQ4275  ______________________________________________________________________
 DQ4275  GEOID HEIGHT    -        -26.641 (meters)                     GEOID18
 DQ4275  NAD 83(2011) X  -   -420,160.356 (meters)                     COMP
 DQ4275  NAD 83(2011) Y  - -4,347,116.647 (meters)                     COMP
 DQ4275  NAD 83(2011) Z  -  4,633,317.336 (meters)                     COMP
 DQ4275  LAPLACE CORR    -          1.24  (seconds)                    DEFLEC18
 DQ4275  DYNAMIC HEIGHT  -        467.798 (meters)     1534.77  (feet) COMP
 DQ4275  MODELED GRAVITY -    980,664.7   (mgal)                       NAVD 88
 DQ4275
 DQ4275  VERT ORDER      -  SECOND    CLASS I
 DQ4275
 DQ4275  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DQ4275  Standards:
 DQ4275         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DQ4275            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DQ4275  -------------------------------------------------------------------
 DQ4275  NETWORK    0.72   1.49           0.33   0.25   0.76     -0.02972978
 DQ4275  -------------------------------------------------------------------
 DQ4275  Click here for local accuracies and other accuracy information.
 DQ4275
 DQ4275.The horizontal coordinates were established by GPS observations
 DQ4275.and adjusted by the MN DEPT OF TRANSP in June 2023.
 DQ4275
 DQ4275.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DQ4275.been affixed to the stable North American tectonic plate. See 
 DQ4275.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DQ4275
 DQ4275.The horizontal coordinates are valid at the epoch date displayed above
 DQ4275.which is a decimal equivalence of Year/Month/Day.
 DQ4275
 DQ4275.The orthometric height was determined by differential leveling and
 DQ4275.adjusted by the NATIONAL GEODETIC SURVEY
 DQ4275.in August 2019.
 DQ4275
 DQ4275.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ4275.GEOID18 height accuracy estimate available here.
 DQ4275
 DQ4275.Click photographs - Photos may exist for this station.
 DQ4275
 DQ4275.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DQ4275
 DQ4275.The Laplace correction was computed from DEFLEC18 derived deflections.
 DQ4275
 DQ4275.The ellipsoidal height was determined by GPS observations
 DQ4275.and is referenced to NAD 83.
 DQ4275
 DQ4275.The dynamic height is computed by dividing the NAVD 88
 DQ4275.geopotential number by the normal gravity value computed on the
 DQ4275.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ4275.degrees latitude (g = 980.6199 gals.).
 DQ4275
 DQ4275.The modeled gravity was interpolated from observed gravity values.
 DQ4275
 DQ4275. The following values were computed from the NAD 83(2011) position.
 DQ4275
 DQ4275;                    North         East     Units Scale Factor Converg.
 DQ4275;SPC MN C     -   310,232.774   703,159.256   MT  0.99996803   -0 55 09.0
 DQ4275;SPC MN C     - 1,017,822.03  2,306,948.33   sFT  0.99996803   -0 55 09.0
 DQ4275;UTM  15      - 5,195,409.295   307,958.105   MT  1.00005331   -1 50 26.1
 DQ4275
 DQ4275!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DQ4275!SPC MN C     -   0.99993086  x   0.99996803  =   0.99989890
 DQ4275!UTM  15      -   0.99993086  x   1.00005331  =   0.99998417
 DQ4275
 DQ4275_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUM0795895409(NAD 83)
 DQ4275
 DQ4275                          SUPERSEDED SURVEY CONTROL
 DQ4275
 DQ4275.No superseded survey control is available for this station.
 DQ4275
 DQ4275_MARKER: F = FLANGE-ENCASED ROD
 DQ4275_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DQ4275_STAMPING: 0303 AC 2015
 DQ4275_MARK LOGO: MNDT
 DQ4275_PROJECTION: RECESSED 5 CENTIMETERS
 DQ4275_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DQ4275_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ4275_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ4275+SATELLITE: SATELLITE OBSERVATIONS - March 02, 2023
 DQ4275_ROD/PIPE-DEPTH: 15.5 meters
 DQ4275
 DQ4275  HISTORY     - Date     Condition        Report By
 DQ4275  HISTORY     - 20150929 MONUMENTED       MNDT
 DQ4275  HISTORY     - 20230302 GOOD             MNDT
 DQ4275
 DQ4275                          STATION DESCRIPTION
 DQ4275
 DQ4275'DESCRIBED BY MN DEPT OF TRANSP 2015
 DQ4275'THE MARK IS LOCATED ABOUT 12.8 MI (20.6 KM) WEST-SOUTHWEST OF OSAGE,
 DQ4275'12.6 MI (20.3 KM) WEST ALONG TRUNK HIGHWAY 34 FROM THE JUNCTION OF
 DQ4275'TRUNK HIGHWAY 34 AND TRUNK HIGHWAY 225 (JUNCTION IS 0.5 MI (0.8 KM)
 DQ4275'WEST OF OSAGE), AT TRUNK HIGHWAY 34 MILE POINT 52.4, 32.1 FT (9.8 M)
 DQ4275'NORTH OF TRUNK HIGHWAY 34, 78.3 FT (23.9 M) WEST OF TOAD MOUNTAIN ROAD
 DQ4275'EXTENDED, 69.7 FT (21.2 M) WEST OF ENTRANCE, 1.5 FT (0.5 M) WEST OF A
 DQ4275'WITNESS POST.
 DQ4275
 DQ4275                          STATION RECOVERY (2023)
 DQ4275
 DQ4275'RECOVERY NOTE BY MN DEPT OF TRANSP 2023 (AXD)
 DQ4275'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DQ4271 ***********************************************************************
 DQ4271  DESIGNATION -  0303 AD
 DQ4271  PID         -  DQ4271
 DQ4271  STATE/COUNTY-  MN/BECKER
 DQ4271  COUNTRY     -  US
 DQ4271  USGS QUAD   -  TOAD MOUNTAIN (2019)
 DQ4271
 DQ4271                         *CURRENT SURVEY CONTROL
 DQ4271  ______________________________________________________________________
 DQ4271* NAD 83(2011) POSITION- 46 52 22.70122(N) 095 34 11.67408(W)   ADJUSTED
 DQ4271* NAD 83(2011) ELLIP HT-   433.685 (meters)        (06/20/23)   ADJUSTED
 DQ4271* NAD 83(2011) EPOCH   -  2010.00
 DQ4271* NAVD 88 ORTHO HEIGHT -   460.366 (meters)     1510.38  (feet) ADJUSTED
 DQ4271  ______________________________________________________________________
 DQ4271  GEOID HEIGHT    -        -26.659 (meters)                     GEOID18
 DQ4271  NAD 83(2011) X  -   -423,988.266 (meters)                     COMP
 DQ4271  NAD 83(2011) Y  - -4,347,676.491 (meters)                     COMP
 DQ4271  NAD 83(2011) Z  -  4,632,438.967 (meters)                     COMP
 DQ4271  LAPLACE CORR    -          0.46  (seconds)                    DEFLEC18
 DQ4271  DYNAMIC HEIGHT  -        460.395 (meters)     1510.48  (feet) COMP
 DQ4271  MODELED GRAVITY -    980,662.9   (mgal)                       NAVD 88
 DQ4271
 DQ4271  VERT ORDER      -  SECOND    CLASS I
 DQ4271
 DQ4271  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DQ4271  Standards:
 DQ4271         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DQ4271            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DQ4271  -------------------------------------------------------------------
 DQ4271  NETWORK    0.75   1.53           0.34   0.26   0.78     -0.08105467
 DQ4271  -------------------------------------------------------------------
 DQ4271  Click here for local accuracies and other accuracy information.
 DQ4271
 DQ4271.The horizontal coordinates were established by GPS observations
 DQ4271.and adjusted by the MN DEPT OF TRANSP in June 2023.
 DQ4271
 DQ4271.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DQ4271.been affixed to the stable North American tectonic plate. See 
 DQ4271.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DQ4271
 DQ4271.The horizontal coordinates are valid at the epoch date displayed above
 DQ4271.which is a decimal equivalence of Year/Month/Day.
 DQ4271
 DQ4271.The orthometric height was determined by differential leveling and
 DQ4271.adjusted by the NATIONAL GEODETIC SURVEY
 DQ4271.in August 2019.
 DQ4271
 DQ4271.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ4271.GEOID18 height accuracy estimate available here.
 DQ4271
 DQ4271.Click photographs - Photos may exist for this station.
 DQ4271
 DQ4271.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DQ4271
 DQ4271.The Laplace correction was computed from DEFLEC18 derived deflections.
 DQ4271
 DQ4271.The ellipsoidal height was determined by GPS observations
 DQ4271.and is referenced to NAD 83.
 DQ4271
 DQ4271.The dynamic height is computed by dividing the NAVD 88
 DQ4271.geopotential number by the normal gravity value computed on the
 DQ4271.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ4271.degrees latitude (g = 980.6199 gals.).
 DQ4271
 DQ4271.The modeled gravity was interpolated from observed gravity values.
 DQ4271
 DQ4271. The following values were computed from the NAD 83(2011) position.
 DQ4271
 DQ4271;                    North         East     Units Scale Factor Converg.
 DQ4271;SPC MN C     -   309,017.368   699,383.359   MT  0.99996612   -0 57 17.3
 DQ4271;SPC MN C     - 1,013,834.48  2,294,560.24   sFT  0.99996612   -0 57 17.3
 DQ4271;UTM  15      - 5,194,254.657   304,162.791   MT  1.00007140   -1 52 34.4
 DQ4271
 DQ4271!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DQ4271!SPC MN C     -   0.99993202  x   0.99996612  =   0.99989815
 DQ4271!UTM  15      -   0.99993202  x   1.00007140  =   1.00000342
 DQ4271
 DQ4271_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUM0416294254(NAD 83)
 DQ4271
 DQ4271                          SUPERSEDED SURVEY CONTROL
 DQ4271
 DQ4271.No superseded survey control is available for this station.
 DQ4271
 DQ4271_MARKER: F = FLANGE-ENCASED ROD
 DQ4271_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DQ4271_STAMPING: 0303 AD 2015
 DQ4271_MARK LOGO: MNDT
 DQ4271_PROJECTION: RECESSED 5 CENTIMETERS
 DQ4271_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DQ4271_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ4271_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ4271+SATELLITE: SATELLITE OBSERVATIONS - March 02, 2023
 DQ4271_ROD/PIPE-DEPTH: 13.4 meters
 DQ4271
 DQ4271  HISTORY     - Date     Condition        Report By
 DQ4271  HISTORY     - 20150928 MONUMENTED       MNDT
 DQ4271  HISTORY     - 20230302 GOOD             MNDT
 DQ4271
 DQ4271                          STATION DESCRIPTION
 DQ4271
 DQ4271'DESCRIBED BY MN DEPT OF TRANSP 2015
 DQ4271'THE MARK IS LOCATED ABOUT 13.4 MI (21.6 KM) EAST-NORTHEAST OF DETROIT
 DQ4271'LAKES, 14.7 MI (23.7 KM) EAST ALONG TRUNK HIGHWAY 34  FROM THE
 DQ4271'JUNCTION OF TRUNK HIGHWAY 34 AND TRUNK HIGHWAY 59 IN DETROIT LAKES, AT
 DQ4271'TRUNK HIGHWAY 34 MILE POINT 49.95, 45.5 FT (13.9 M) NORTH OF TRUNK
 DQ4271'HIGHWAY 34, 48.4 FT (14.8 M) EAST OF DRIVEWAY NUMBER 39609, 1.5 FT
 DQ4271'(0.5 M) SOUTH OF A WITNESS POST.
 DQ4271
 DQ4271                          STATION RECOVERY (2023)
 DQ4271
 DQ4271'RECOVERY NOTE BY MN DEPT OF TRANSP 2023 (TXD)
 DQ4271'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DQ4270 ***********************************************************************
 DQ4270  DESIGNATION -  0303 AE
 DQ4270  PID         -  DQ4270
 DQ4270  STATE/COUNTY-  MN/BECKER
 DQ4270  COUNTRY     -  US
 DQ4270  USGS QUAD   -  TOAD MOUNTAIN (2019)
 DQ4270
 DQ4270                         *CURRENT SURVEY CONTROL
 DQ4270  ______________________________________________________________________
 DQ4270* NAD 83(2011) POSITION- 46 52 00.29283(N) 095 35 18.81139(W)   ADJUSTED
 DQ4270* NAD 83(2011) ELLIP HT-   419.274 (meters)        (06/20/23)   ADJUSTED
 DQ4270* NAD 83(2011) EPOCH   -  2010.00
 DQ4270* NAVD 88 ORTHO HEIGHT -   445.950 (meters)     1463.09  (feet) ADJUSTED
 DQ4270  ______________________________________________________________________
 DQ4270  GEOID HEIGHT    -        -26.660 (meters)                     GEOID18
 DQ4270  NAD 83(2011) X  -   -425,451.596 (meters)                     COMP
 DQ4270  NAD 83(2011) Y  - -4,348,031.088 (meters)                     COMP
 DQ4270  NAD 83(2011) Z  -  4,631,955.346 (meters)                     COMP
 DQ4270  LAPLACE CORR    -         -0.09  (seconds)                    DEFLEC18
 DQ4270  DYNAMIC HEIGHT  -        445.978 (meters)     1463.18  (feet) COMP
 DQ4270  MODELED GRAVITY -    980,663.2   (mgal)                       NAVD 88
 DQ4270
 DQ4270  VERT ORDER      -  SECOND    CLASS I
 DQ4270
 DQ4270  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DQ4270  Standards:
 DQ4270         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DQ4270            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DQ4270  -------------------------------------------------------------------
 DQ4270  NETWORK    0.75   1.41           0.34   0.26   0.72     -0.02802310
 DQ4270  -------------------------------------------------------------------
 DQ4270  Click here for local accuracies and other accuracy information.
 DQ4270
 DQ4270.The horizontal coordinates were established by GPS observations
 DQ4270.and adjusted by the MN DEPT OF TRANSP in June 2023.
 DQ4270
 DQ4270.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DQ4270.been affixed to the stable North American tectonic plate. See 
 DQ4270.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DQ4270
 DQ4270.The horizontal coordinates are valid at the epoch date displayed above
 DQ4270.which is a decimal equivalence of Year/Month/Day.
 DQ4270
 DQ4270.The orthometric height was determined by differential leveling and
 DQ4270.adjusted by the NATIONAL GEODETIC SURVEY
 DQ4270.in August 2019.
 DQ4270
 DQ4270.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ4270.GEOID18 height accuracy estimate available here.
 DQ4270
 DQ4270.Click photographs - Photos may exist for this station.
 DQ4270
 DQ4270.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DQ4270
 DQ4270.The Laplace correction was computed from DEFLEC18 derived deflections.
 DQ4270
 DQ4270.The ellipsoidal height was determined by GPS observations
 DQ4270.and is referenced to NAD 83.
 DQ4270
 DQ4270.The dynamic height is computed by dividing the NAVD 88
 DQ4270.geopotential number by the normal gravity value computed on the
 DQ4270.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ4270.degrees latitude (g = 980.6199 gals.).
 DQ4270
 DQ4270.The modeled gravity was interpolated from observed gravity values.
 DQ4270
 DQ4270. The following values were computed from the NAD 83(2011) position.
 DQ4270
 DQ4270;                    North         East     Units Scale Factor Converg.
 DQ4270;SPC MN C     -   308,349.376   697,950.169   MT  0.99996510   -0 58 05.9
 DQ4270;SPC MN C     - 1,011,642.91  2,289,858.18   sFT  0.99996510   -0 58 05.9
 DQ4270;UTM  15      - 5,193,609.727   302,718.886   MT  1.00007838   -1 53 22.7
 DQ4270
 DQ4270!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DQ4270!SPC MN C     -   0.99993428  x   0.99996510  =   0.99989938
 DQ4270!UTM  15      -   0.99993428  x   1.00007838  =   1.00001266
 DQ4270
 DQ4270_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUM0271893609(NAD 83)
 DQ4270
 DQ4270                          SUPERSEDED SURVEY CONTROL
 DQ4270
 DQ4270.No superseded survey control is available for this station.
 DQ4270
 DQ4270_MARKER: F = FLANGE-ENCASED ROD
 DQ4270_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DQ4270_STAMPING: 0303 AE 2015
 DQ4270_MARK LOGO: MNDT
 DQ4270_PROJECTION: RECESSED 5 CENTIMETERS
 DQ4270_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DQ4270_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ4270_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ4270+SATELLITE: SATELLITE OBSERVATIONS - March 02, 2023
 DQ4270_ROD/PIPE-DEPTH: 30.2 meters
 DQ4270
 DQ4270  HISTORY     - Date     Condition        Report By
 DQ4270  HISTORY     - 20151001 MONUMENTED       MNDT
 DQ4270  HISTORY     - 20210630 GOOD             MNDT
 DQ4270  HISTORY     - 20230302 GOOD             MNDT
 DQ4270
 DQ4270                          STATION DESCRIPTION
 DQ4270
 DQ4270'DESCRIBED BY MN DEPT OF TRANSP 2015
 DQ4270'THE MARK IS LOCATED ABOUT 12.3 MI (19.8 KM) EAST-NORTHEAST OF DETROIT
 DQ4270'LAKES, 13.7 MI (22.0 KM) EAST ALONG TRUNK HIGHWAY 34  FROM THE
 DQ4270'JUNCTION OF TRUNK HIGHWAY 34 AND TRUNK HIGHWAY 59 IN DETROIT LAKES, AT
 DQ4270'TRUNK HIGHWAY 34 MILE POINT 48.95, 42.8 FT (13.0 M) NORTHWEST OF TRUNK
 DQ4270'HIGHWAY 34, 21.6 FT (6.6 M) SOUTHEAST OF FRONTAGE ROAD, 60.9 FT (18.6
 DQ4270'M) SOUTHEAST OF RIGHT-OF-WAY POST, 1.5 FT (0.5 M) NORTHEAST OF A
 DQ4270'WITNESS POST.
 DQ4270
 DQ4270                          STATION RECOVERY (2021)
 DQ4270
 DQ4270'RECOVERY NOTE BY MN DEPT OF TRANSP 2021 (DAS)
 DQ4270'12.3 MI (19.8 KM) EAST-NORTHEAST OF DETROIT LAKES, 13.7 MI (22.0 KM)
 DQ4270'EAST ALONG TRUNK HIGHWAY 34 FROM THE JUNCTION OF TRUNK HIGHWAY 34 AND
 DQ4270'TRUNK HIGHWAY 59 IN DETROIT LAKES, AT TRUNK HIGHWAY 34 MILE POINT
 DQ4270'48.95, 42.8 FT (13.0 M) NORTHWEST OF TRUNK HIGHWAY 34, 21.6 FT (6.6 M)
 DQ4270'SOUTHEAST OF A FRONTAGE ROAD, 1.5 FT (0.5 M) NORTHEAST OF A WITNESS
 DQ4270'POST.
 DQ4270
 DQ4270                          STATION RECOVERY (2023)
 DQ4270
 DQ4270'RECOVERY NOTE BY MN DEPT OF TRANSP 2023 (TXD)
 DQ4270'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DQ4266 ***********************************************************************
 DQ4266  DESIGNATION -  0303 AF
 DQ4266  PID         -  DQ4266
 DQ4266  STATE/COUNTY-  MN/BECKER
 DQ4266  COUNTRY     -  US
 DQ4266  USGS QUAD   -  ROCHERT (2019)
 DQ4266
 DQ4266                         *CURRENT SURVEY CONTROL
 DQ4266  ______________________________________________________________________
 DQ4266* NAD 83(2011) POSITION- 46 50 17.40816(N) 095 39 21.61063(W)   ADJUSTED
 DQ4266* NAD 83(2011) ELLIP HT-   453.613 (meters)        (06/20/23)   ADJUSTED
 DQ4266* NAD 83(2011) EPOCH   -  2010.00
 DQ4266* NAVD 88 ORTHO HEIGHT -   480.243 (meters)     1575.60  (feet) ADJUSTED
 DQ4266  ______________________________________________________________________
 DQ4266  GEOID HEIGHT    -        -26.624 (meters)                     GEOID18
 DQ4266  NAD 83(2011) X  -   -430,800.251 (meters)                     COMP
 DQ4266  NAD 83(2011) Y  - -4,349,857.489 (meters)                     COMP
 DQ4266  NAD 83(2011) Z  -  4,629,807.513 (meters)                     COMP
 DQ4266  LAPLACE CORR    -         -1.67  (seconds)                    DEFLEC18
 DQ4266  DYNAMIC HEIGHT  -        480.271 (meters)     1575.69  (feet) COMP
 DQ4266  MODELED GRAVITY -    980,657.7   (mgal)                       NAVD 88
 DQ4266
 DQ4266  VERT ORDER      -  SECOND    CLASS I
 DQ4266
 DQ4266  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DQ4266  Standards:
 DQ4266         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DQ4266            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DQ4266  -------------------------------------------------------------------
 DQ4266  NETWORK    0.66   1.20           0.30   0.23   0.61     -0.03807492
 DQ4266  -------------------------------------------------------------------
 DQ4266  Click here for local accuracies and other accuracy information.
 DQ4266
 DQ4266.The horizontal coordinates were established by GPS observations
 DQ4266.and adjusted by the MN DEPT OF TRANSP in June 2023.
 DQ4266
 DQ4266.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DQ4266.been affixed to the stable North American tectonic plate. See 
 DQ4266.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DQ4266
 DQ4266.The horizontal coordinates are valid at the epoch date displayed above
 DQ4266.which is a decimal equivalence of Year/Month/Day.
 DQ4266
 DQ4266.The orthometric height was determined by differential leveling and
 DQ4266.adjusted by the NATIONAL GEODETIC SURVEY
 DQ4266.in August 2019.
 DQ4266
 DQ4266.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ4266.GEOID18 height accuracy estimate available here.
 DQ4266
 DQ4266.Click photographs - Photos may exist for this station.
 DQ4266
 DQ4266.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DQ4266
 DQ4266.The Laplace correction was computed from DEFLEC18 derived deflections.
 DQ4266
 DQ4266.The ellipsoidal height was determined by GPS observations
 DQ4266.and is referenced to NAD 83.
 DQ4266
 DQ4266.The dynamic height is computed by dividing the NAVD 88
 DQ4266.geopotential number by the normal gravity value computed on the
 DQ4266.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ4266.degrees latitude (g = 980.6199 gals.).
 DQ4266
 DQ4266.The modeled gravity was interpolated from observed gravity values.
 DQ4266
 DQ4266. The following values were computed from the NAD 83(2011) position.
 DQ4266
 DQ4266;                    North         East     Units Scale Factor Converg.
 DQ4266;SPC MN C     -   305,262.003   692,752.450   MT  0.99996059   -1 01 01.5
 DQ4266;SPC MN C     - 1,001,513.75  2,272,805.33   sFT  0.99996059   -1 01 01.5
 DQ4266;UTM  15      - 5,190,605.927   297,471.532   MT  1.00010417   -1 56 16.8
 DQ4266
 DQ4266!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DQ4266!SPC MN C     -   0.99992890  x   0.99996059  =   0.99988949
 DQ4266!UTM  15      -   0.99992890  x   1.00010417  =   1.00003306
 DQ4266
 DQ4266_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTM9747190605(NAD 83)
 DQ4266
 DQ4266                          SUPERSEDED SURVEY CONTROL
 DQ4266
 DQ4266.No superseded survey control is available for this station.
 DQ4266
 DQ4266_MARKER: F = FLANGE-ENCASED ROD
 DQ4266_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DQ4266_STAMPING: 0303 AF 2015
 DQ4266_MARK LOGO: MNDT
 DQ4266_PROJECTION: RECESSED 15 CENTIMETERS
 DQ4266_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DQ4266_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ4266_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ4266+SATELLITE: SATELLITE OBSERVATIONS - March 08, 2023
 DQ4266_ROD/PIPE-DEPTH: 6.1 meters
 DQ4266
 DQ4266  HISTORY     - Date     Condition        Report By
 DQ4266  HISTORY     - 20150928 MONUMENTED       MNDT
 DQ4266  HISTORY     - 20230308 GOOD             MNDT
 DQ4266
 DQ4266                          STATION DESCRIPTION
 DQ4266
 DQ4266'DESCRIBED BY MN DEPT OF TRANSP 2015
 DQ4266'THE MARK IS LOCATED ABOUT 8.9 MI (14.3 KM) EAST-NORTHEAST OF DETROIT
 DQ4266'LAKES, 9.75 MI (15.69 KM) EAST ALONG TRUNK HIGHWAY 34  FROM THE
 DQ4266'JUNCTION OF TRUNK HIGHWAY 34 AND TRUNK HIGHWAY 59 IN DETROIT LAKES, AT
 DQ4266'TRUNK HIGHWAY 34 MILE POINT 45.1, 67.6 FT (20.6 M) NORTH OF TRUNK
 DQ4266'HIGHWAY 34, 40.1 FT (12.2 M) EAST OF DRIVE WAY NUMBER 35502, 8.4 FT
 DQ4266'(2.6 M) SOUTH OF A FENCE LINE, 5.0 FT (1.5 M) SOUTH OF A WITNESS POST,
 DQ4266'5 FT (1.5 M) SOUTH OF A WITNESS POST.
 DQ4266
 DQ4266                          STATION RECOVERY (2023)
 DQ4266
 DQ4266'RECOVERY NOTE BY MN DEPT OF TRANSP 2023 (AXH)
 DQ4266'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DQ4263 ***********************************************************************
 DQ4263  DESIGNATION -  0303 AG
 DQ4263  PID         -  DQ4263
 DQ4263  STATE/COUNTY-  MN/BECKER
 DQ4263  COUNTRY     -  US
 DQ4263  USGS QUAD   -  ROCHERT (2019)
 DQ4263
 DQ4263                         *CURRENT SURVEY CONTROL
 DQ4263  ______________________________________________________________________
 DQ4263* NAD 83(2011) POSITION- 46 49 57.21659(N) 095 44 42.41255(W)   ADJUSTED
 DQ4263* NAD 83(2011) ELLIP HT-   422.392 (meters)        (06/20/23)   ADJUSTED
 DQ4263* NAD 83(2011) EPOCH   -  2010.00
 DQ4263* NAVD 88 ORTHO HEIGHT -   448.996 (meters)     1473.08  (feet) ADJUSTED
 DQ4263  ______________________________________________________________________
 DQ4263  GEOID HEIGHT    -        -26.590 (meters)                     GEOID18
 DQ4263  NAD 83(2011) X  -   -437,608.415 (meters)                     COMP
 DQ4263  NAD 83(2011) Y  - -4,349,613.489 (meters)                     COMP
 DQ4263  NAD 83(2011) Z  -  4,629,358.167 (meters)                     COMP
 DQ4263  LAPLACE CORR    -         -0.15  (seconds)                    DEFLEC18
 DQ4263  DYNAMIC HEIGHT  -        449.028 (meters)     1473.19  (feet) COMP
 DQ4263  MODELED GRAVITY -    980,671.7   (mgal)                       NAVD 88
 DQ4263
 DQ4263  VERT ORDER      -  SECOND    CLASS I
 DQ4263
 DQ4263  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DQ4263  Standards:
 DQ4263         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DQ4263            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DQ4263  -------------------------------------------------------------------
 DQ4263  NETWORK    0.72   1.43           0.33   0.25   0.73     -0.06130424
 DQ4263  -------------------------------------------------------------------
 DQ4263  Click here for local accuracies and other accuracy information.
 DQ4263
 DQ4263.The horizontal coordinates were established by GPS observations
 DQ4263.and adjusted by the MN DEPT OF TRANSP in June 2023.
 DQ4263
 DQ4263.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DQ4263.been affixed to the stable North American tectonic plate. See 
 DQ4263.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DQ4263
 DQ4263.The horizontal coordinates are valid at the epoch date displayed above
 DQ4263.which is a decimal equivalence of Year/Month/Day.
 DQ4263
 DQ4263.The orthometric height was determined by differential leveling and
 DQ4263.adjusted by the NATIONAL GEODETIC SURVEY
 DQ4263.in August 2019.
 DQ4263
 DQ4263.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ4263.GEOID18 height accuracy estimate available here.
 DQ4263
 DQ4263.Click photographs - Photos may exist for this station.
 DQ4263
 DQ4263.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DQ4263
 DQ4263.The Laplace correction was computed from DEFLEC18 derived deflections.
 DQ4263
 DQ4263.The ellipsoidal height was determined by GPS observations
 DQ4263.and is referenced to NAD 83.
 DQ4263
 DQ4263.The dynamic height is computed by dividing the NAVD 88
 DQ4263.geopotential number by the normal gravity value computed on the
 DQ4263.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ4263.degrees latitude (g = 980.6199 gals.).
 DQ4263
 DQ4263.The modeled gravity was interpolated from observed gravity values.
 DQ4263
 DQ4263. The following values were computed from the NAD 83(2011) position.
 DQ4263
 DQ4263;                    North         East     Units Scale Factor Converg.
 DQ4263;SPC MN C     -   304,763.111   685,944.177   MT  0.99995974   -1 04 53.6
 DQ4263;SPC MN C     -   999,876.97  2,250,468.52   sFT  0.99995974   -1 04 53.6
 DQ4263;UTM  15      - 5,190,216.488   290,655.021   MT  1.00013869   -2 00 10.4
 DQ4263
 DQ4263!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DQ4263!SPC MN C     -   0.99993379  x   0.99995974  =   0.99989354
 DQ4263!UTM  15      -   0.99993379  x   1.00013869  =   1.00007247
 DQ4263
 DQ4263_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTM9065590216(NAD 83)
 DQ4263
 DQ4263                          SUPERSEDED SURVEY CONTROL
 DQ4263
 DQ4263.No superseded survey control is available for this station.
 DQ4263
 DQ4263_MARKER: F = FLANGE-ENCASED ROD
 DQ4263_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DQ4263_STAMPING: 0303 AG 2015
 DQ4263_MARK LOGO: MNDT
 DQ4263_PROJECTION: RECESSED 5 CENTIMETERS
 DQ4263_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DQ4263_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ4263_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ4263+SATELLITE: SATELLITE OBSERVATIONS - March 07, 2023
 DQ4263_ROD/PIPE-DEPTH: 7.0 meters
 DQ4263
 DQ4263  HISTORY     - Date     Condition        Report By
 DQ4263  HISTORY     - 20150928 MONUMENTED       MNDT
 DQ4263  HISTORY     - 20230307 GOOD             MNDT
 DQ4263
 DQ4263                          STATION DESCRIPTION
 DQ4263
 DQ4263'DESCRIBED BY MN DEPT OF TRANSP 2015
 DQ4263'THE MARK IS LOCATED ABOUT 4.7 MI (7.6 KM) EAST-NORTHEAST OF DETROIT
 DQ4263'LAKES, 5.4 MI (8.7 KM) EAST ALONG TRUNK HIGHWAY 34  FROM THE JUNCTION
 DQ4263'OF TRUNK HIGHWAY 34 AND TRUNK HIGHWAY 59 IN DETROIT LAKES, AT TRUNK
 DQ4263'HIGHWAY 34 MILE POINT 40.85, 64.7 FT (19.7 M) NORTH OF TRUNK HIGHWAY
 DQ4263'34, 45.3 SOUTHWEST RIGHT-OF-WAY POST, 44.0 FT (13.4 M) SOUTHWEST OF
 DQ4263'CABLE BOX, 1.5 FT (0.5 M) SOUTH OF A WITNESS POST.
 DQ4263
 DQ4263                          STATION RECOVERY (2023)
 DQ4263
 DQ4263'RECOVERY NOTE BY MN DEPT OF TRANSP 2023 (TXD)
 DQ4263'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DQ4262 ***********************************************************************
 DQ4262  DESIGNATION -  0303 AH
 DQ4262  PID         -  DQ4262
 DQ4262  STATE/COUNTY-  MN/BECKER
 DQ4262  COUNTRY     -  US
 DQ4262  USGS QUAD   -  DETROIT LAKES (2019)
 DQ4262
 DQ4262                         *CURRENT SURVEY CONTROL
 DQ4262  ______________________________________________________________________
 DQ4262* NAD 83(2011) POSITION- 46 49 51.88925(N) 095 46 03.28929(W)   ADJUSTED
 DQ4262* NAD 83(2011) ELLIP HT-   406.693 (meters)        (06/20/23)   ADJUSTED
 DQ4262* NAD 83(2011) EPOCH   -  2010.00
 DQ4262* NAVD 88 ORTHO HEIGHT -   433.298 (meters)     1421.58  (feet) ADJUSTED
 DQ4262  ______________________________________________________________________
 DQ4262  GEOID HEIGHT    -        -26.591 (meters)                     GEOID18
 DQ4262  NAD 83(2011) X  -   -439,324.850 (meters)                     COMP
 DQ4262  NAD 83(2011) Y  - -4,349,550.266 (meters)                     COMP
 DQ4262  NAD 83(2011) Z  -  4,629,234.163 (meters)                     COMP
 DQ4262  LAPLACE CORR    -          0.63  (seconds)                    DEFLEC18
 DQ4262  DYNAMIC HEIGHT  -        433.329 (meters)     1421.68  (feet) COMP
 DQ4262  MODELED GRAVITY -    980,671.4   (mgal)                       NAVD 88
 DQ4262
 DQ4262  VERT ORDER      -  SECOND    CLASS I
 DQ4262
 DQ4262  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DQ4262  Standards:
 DQ4262         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DQ4262            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DQ4262  -------------------------------------------------------------------
 DQ4262  NETWORK    0.62   1.20           0.28   0.22   0.61     -0.02500329
 DQ4262  -------------------------------------------------------------------
 DQ4262  Click here for local accuracies and other accuracy information.
 DQ4262
 DQ4262.The horizontal coordinates were established by GPS observations
 DQ4262.and adjusted by the MN DEPT OF TRANSP in June 2023.
 DQ4262
 DQ4262.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DQ4262.been affixed to the stable North American tectonic plate. See 
 DQ4262.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DQ4262
 DQ4262.The horizontal coordinates are valid at the epoch date displayed above
 DQ4262.which is a decimal equivalence of Year/Month/Day.
 DQ4262
 DQ4262.The orthometric height was determined by differential leveling and
 DQ4262.adjusted by the NATIONAL GEODETIC SURVEY
 DQ4262.in August 2019.
 DQ4262
 DQ4262.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ4262.GEOID18 height accuracy estimate available here.
 DQ4262
 DQ4262.Click photographs - Photos may exist for this station.
 DQ4262
 DQ4262.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DQ4262
 DQ4262.The Laplace correction was computed from DEFLEC18 derived deflections.
 DQ4262
 DQ4262.The ellipsoidal height was determined by GPS observations
 DQ4262.and is referenced to NAD 83.
 DQ4262
 DQ4262.The dynamic height is computed by dividing the NAVD 88
 DQ4262.geopotential number by the normal gravity value computed on the
 DQ4262.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ4262.degrees latitude (g = 980.6199 gals.).
 DQ4262
 DQ4262.The modeled gravity was interpolated from observed gravity values.
 DQ4262
 DQ4262. The following values were computed from the NAD 83(2011) position.
 DQ4262
 DQ4262;                    North         East     Units Scale Factor Converg.
 DQ4262;SPC MN C     -   304,631.234   684,227.418   MT  0.99995951   -1 05 52.1
 DQ4262;SPC MN C     -   999,444.31  2,244,836.12   sFT  0.99995951   -1 05 52.1
 DQ4262;UTM  15      - 5,190,112.215   288,936.048   MT  1.00014757   -2 01 09.3
 DQ4262
 DQ4262!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DQ4262!SPC MN C     -   0.99993625  x   0.99995951  =   0.99989577
 DQ4262!UTM  15      -   0.99993625  x   1.00014757  =   1.00008381
 DQ4262
 DQ4262_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTM8893690112(NAD 83)
 DQ4262
 DQ4262                          SUPERSEDED SURVEY CONTROL
 DQ4262
 DQ4262.No superseded survey control is available for this station.
 DQ4262
 DQ4262_MARKER: F = FLANGE-ENCASED ROD
 DQ4262_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DQ4262_STAMPING: 0303 AH 2015
 DQ4262_MARK LOGO: MNDT
 DQ4262_PROJECTION: RECESSED 5 CENTIMETERS
 DQ4262_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DQ4262_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ4262_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ4262+SATELLITE: SATELLITE OBSERVATIONS - March 08, 2023
 DQ4262_ROD/PIPE-DEPTH: 5.5 meters
 DQ4262
 DQ4262  HISTORY     - Date     Condition        Report By
 DQ4262  HISTORY     - 20150928 MONUMENTED       MNDT
 DQ4262  HISTORY     - 20230308 GOOD             MNDT
 DQ4262
 DQ4262                          STATION DESCRIPTION
 DQ4262
 DQ4262'DESCRIBED BY MN DEPT OF TRANSP 2015
 DQ4262'THE MARK IS LOCATED ABOUT 3.6 MI (5.8 KM) NORTHEAST OF DETROIT LAKES,
 DQ4262'4.3 MI (6.9 KM) EAST ALONG TRUNK HIGHWAY 34 FROM THE JUNCTION OF TRUNK
 DQ4262'HIGHWAY 34 AND TRUNK HIGHWAY 59 IN DETROIT LAKES, AT TRUNK HIGHWAY 34
 DQ4262'MILE POINT 39.75, 76.2 FT (23.2 M) NORTH OF TRUNK HIGHWAY 34, 33.4 FT
 DQ4262'(10.2 M) SOUTH OF RIGHT-OF-WAY POST, 1.5 FT (0.5 M) SOUTH OF A WITNESS
 DQ4262'POST.
 DQ4262
 DQ4262                          STATION RECOVERY (2023)
 DQ4262
 DQ4262'RECOVERY NOTE BY MN DEPT OF TRANSP 2023 (AXH)
 DQ4262'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DQ4259 ***********************************************************************
 DQ4259  DESIGNATION -  0303 AJ
 DQ4259  PID         -  DQ4259
 DQ4259  STATE/COUNTY-  MN/BECKER
 DQ4259  COUNTRY     -  US
 DQ4259  USGS QUAD   -  DETROIT LAKES (2019)
 DQ4259
 DQ4259                         *CURRENT SURVEY CONTROL
 DQ4259  ______________________________________________________________________
 DQ4259* NAD 83(2011) POSITION- 46 49 32.59630(N) 095 49 28.95760(W)   ADJUSTED
 DQ4259* NAD 83(2011) ELLIP HT-   388.398 (meters)        (06/20/23)   ADJUSTED
 DQ4259* NAD 83(2011) EPOCH   -  2010.00
 DQ4259* NAVD 88 ORTHO HEIGHT -   415.003 (meters)     1361.56  (feet) ADJUSTED
 DQ4259  ______________________________________________________________________
 DQ4259  GEOID HEIGHT    -        -26.600 (meters)                     GEOID18
 DQ4259  NAD 83(2011) X  -   -443,704.430 (meters)                     COMP
 DQ4259  NAD 83(2011) Y  - -4,349,529.876 (meters)                     COMP
 DQ4259  NAD 83(2011) Z  -  4,628,813.182 (meters)                     COMP
 DQ4259  LAPLACE CORR    -          0.39  (seconds)                    DEFLEC18
 DQ4259  DYNAMIC HEIGHT  -        415.033 (meters)     1361.65  (feet) COMP
 DQ4259  MODELED GRAVITY -    980,671.9   (mgal)                       NAVD 88
 DQ4259
 DQ4259  VERT ORDER      -  SECOND    CLASS I
 DQ4259
 DQ4259  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DQ4259  Standards:
 DQ4259         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DQ4259            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DQ4259  -------------------------------------------------------------------
 DQ4259  NETWORK    0.66   1.22           0.30   0.23   0.62     -0.01138483
 DQ4259  -------------------------------------------------------------------
 DQ4259  Click here for local accuracies and other accuracy information.
 DQ4259
 DQ4259.The horizontal coordinates were established by GPS observations
 DQ4259.and adjusted by the MN DEPT OF TRANSP in June 2023.
 DQ4259
 DQ4259.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DQ4259.been affixed to the stable North American tectonic plate. See 
 DQ4259.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DQ4259
 DQ4259.The horizontal coordinates are valid at the epoch date displayed above
 DQ4259.which is a decimal equivalence of Year/Month/Day.
 DQ4259
 DQ4259.The orthometric height was determined by differential leveling and
 DQ4259.adjusted by the NATIONAL GEODETIC SURVEY
 DQ4259.in August 2019.
 DQ4259
 DQ4259.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ4259.GEOID18 height accuracy estimate available here.
 DQ4259
 DQ4259.Click photographs - Photos may exist for this station.
 DQ4259
 DQ4259.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DQ4259
 DQ4259.The Laplace correction was computed from DEFLEC18 derived deflections.
 DQ4259
 DQ4259.The ellipsoidal height was determined by GPS observations
 DQ4259.and is referenced to NAD 83.
 DQ4259
 DQ4259.The dynamic height is computed by dividing the NAVD 88
 DQ4259.geopotential number by the normal gravity value computed on the
 DQ4259.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ4259.degrees latitude (g = 980.6199 gals.).
 DQ4259
 DQ4259.The modeled gravity was interpolated from observed gravity values.
 DQ4259
 DQ4259. The following values were computed from the NAD 83(2011) position.
 DQ4259
 DQ4259;                    North         East     Units Scale Factor Converg.
 DQ4259;SPC MN C     -   304,120.691   679,857.821   MT  0.99995870   -1 08 20.9
 DQ4259;SPC MN C     -   997,769.30  2,230,500.20   sFT  0.99995870   -1 08 20.9
 DQ4259;UTM  15      - 5,189,671.928   284,557.929   MT  1.00017052   -2 03 38.8
 DQ4259
 DQ4259!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DQ4259!SPC MN C     -   0.99993912  x   0.99995870  =   0.99989782
 DQ4259!UTM  15      -   0.99993912  x   1.00017052  =   1.00010963
 DQ4259
 DQ4259_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTM8455789671(NAD 83)
 DQ4259
 DQ4259                          SUPERSEDED SURVEY CONTROL
 DQ4259
 DQ4259.No superseded survey control is available for this station.
 DQ4259
 DQ4259_MARKER: I = METAL ROD
 DQ4259_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DQ4259_STAMPING: 0303 AJ 2015
 DQ4259_MARK LOGO: MNDT
 DQ4259_PROJECTION: RECESSED 5 CENTIMETERS
 DQ4259_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DQ4259_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ4259_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ4259+SATELLITE: SATELLITE OBSERVATIONS - March 08, 2023
 DQ4259_ROD/PIPE-DEPTH: 16.5 meters
 DQ4259
 DQ4259  HISTORY     - Date     Condition        Report By
 DQ4259  HISTORY     - 20151001 MONUMENTED       MNDT
 DQ4259  HISTORY     - 20210630 GOOD             MNDT
 DQ4259  HISTORY     - 20230308 GOOD             MNDT
 DQ4259
 DQ4259                          STATION DESCRIPTION
 DQ4259
 DQ4259'DESCRIBED BY MN DEPT OF TRANSP 2015
 DQ4259'THE MARK IS LOCATED ABOUT IN DETROIT LAKES, 1.45 MI (2.33 KM) EAST
 DQ4259'ALONG TRUNK HIGHWAY 34 FROM THE JUNCTION OF TRUNK HIGHWAY 34 AND TRUNK
 DQ4259'HIGHWAY 59 IN DETROIT LAKES, AT TRUNK HIGHWAY 34 MILE POINT 36.9, 72.5
 DQ4259'FT (22.1 M) NORTH OF TRUNK HIGHWAY 34, 184.9 FT (56.4 M) EAST OF
 DQ4259'PELICAN RIVER ROAD, 28.5 FT (8.7 M) SOUTH OF FRONTAGE ROAD, 1.5 FT
 DQ4259'(0.5 M) EAST OF A WITNESS POST.
 DQ4259
 DQ4259                          STATION RECOVERY (2021)
 DQ4259
 DQ4259'RECOVERY NOTE BY MN DEPT OF TRANSP 2021 (KMS)
 DQ4259'RECOVERED AS DESCRIBED.
 DQ4259
 DQ4259                          STATION RECOVERY (2023)
 DQ4259
 DQ4259'RECOVERY NOTE BY MN DEPT OF TRANSP 2023 (TXD)
 DQ4259'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DG7119 ***********************************************************************
 DG7119  DESIGNATION -  0303 C
 DG7119  PID         -  DG7119
 DG7119  STATE/COUNTY-  MN/BECKER
 DG7119  COUNTRY     -  US
 DG7119  USGS QUAD   -  ROCHERT (2019)
 DG7119
 DG7119                         *CURRENT SURVEY CONTROL
 DG7119  ______________________________________________________________________
 DG7119* NAD 83(1986) POSITION- 46 49 57.42   (N) 095 42 06.46   (W)   HD_HELD1
 DG7119* NAVD 88 ORTHO HEIGHT -   432.940 (meters)     1420.40  (feet) ADJUSTED
 DG7119  ______________________________________________________________________
 DG7119  GEOID HEIGHT    -        -26.602 (meters)                     GEOID18
 DG7119  DYNAMIC HEIGHT  -        432.970 (meters)     1420.50  (feet) COMP
 DG7119  MODELED GRAVITY -    980,669.3   (mgal)                       NAVD 88
 DG7119
 DG7119  VERT ORDER      -  SECOND    CLASS I
 DG7119
 DG7119.The horizontal coordinates were determined by differentially corrected
 DG7119.hand held GPS observations or other comparable positioning techniques
 DG7119.and have an estimated accuracy of +/- 3 meters.
 DG7119
 DG7119.The orthometric height was determined by differential leveling and
 DG7119.adjusted by the NATIONAL GEODETIC SURVEY
 DG7119.in August 2019.
 DG7119
 DG7119.Significant digits in the geoid height do not necessarily reflect accuracy.
 DG7119.GEOID18 height accuracy estimate available here.
 DG7119
 DG7119.Click photographs - Photos may exist for this station.
 DG7119
 DG7119.The dynamic height is computed by dividing the NAVD 88
 DG7119.geopotential number by the normal gravity value computed on the
 DG7119.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DG7119.degrees latitude (g = 980.6199 gals.).
 DG7119
 DG7119.The modeled gravity was interpolated from observed gravity values.
 DG7119
 DG7119;                    North         East    Units  Estimated Accuracy
 DG7119;SPC MN C     -   304,707.9     689,248.6     MT  (+/- 3 meters HH1 GPS) 
 DG7119
 DG7119_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTM9395890108(NAD 83)
 DG7119
 DG7119                          SUPERSEDED SURVEY CONTROL
 DG7119
 DG7119  NAVD 88 (12/15/04)  432.920  (m)         1420.34   (f) SUPERSEDED  2 1
 DG7119
 DG7119.Superseded values are not recommended for survey control.
 DG7119
 DG7119.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG7119.See file dsdata.pdf to determine how the superseded data were derived.
 DG7119
 DG7119_MARKER: DB = BENCH MARK DISK
 DG7119_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 DG7119_SP_SET: BOX CULVERT HEADWALL
 DG7119_STAMPING: 0303 C 1970
 DG7119_MARK LOGO: MNHD
 DG7119_MAGNETIC: N = NO MAGNETIC MATERIAL
 DG7119_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DG7119+STABILITY: SURFACE MOTION
 DG7119_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DG7119+SATELLITE: SATELLITE OBSERVATIONS - June 22, 2022
 DG7119
 DG7119  HISTORY     - Date     Condition        Report By
 DG7119  HISTORY     - 19700401 MONUMENTED       MNHD
 DG7119  HISTORY     - 20001220 GOOD             MNDT
 DG7119  HISTORY     - 20150819 GOOD             MNDT
 DG7119  HISTORY     - 20220622 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.
 DG7119
 DG7119                          STATION RECOVERY (2015)
 DG7119
 DG7119'RECOVERY NOTE BY MN DEPT OF TRANSP 2015 (MAS)
 DG7119'RECOVERED IN GOOD CONDITION.
 DG7119
 DG7119                          STATION RECOVERY (2022)
 DG7119
 DG7119'RECOVERY NOTE BY MN DEPT OF TRANSP 2022 (TJD)
 DG7119'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DG7120 ***********************************************************************
 DG7120  DESIGNATION -  0303 D
 DG7120  PID         -  DG7120
 DG7120  STATE/COUNTY-  MN/BECKER
 DG7120  COUNTRY     -  US
 DG7120  USGS QUAD   -  ROCHERT (2019)
 DG7120
 DG7120                         *CURRENT SURVEY CONTROL
 DG7120  ______________________________________________________________________
 DG7120* NAD 83(2011) POSITION- 46 50 01.80903(N) 095 41 23.64109(W)   ADJUSTED
 DG7120* NAD 83(2011) ELLIP HT-   429.554 (meters)        (06/20/23)   ADJUSTED
 DG7120* NAD 83(2011) EPOCH   -  2010.00
 DG7120* NAVD 88 ORTHO HEIGHT -   456.171 (meters)     1496.62  (feet) ADJUSTED
 DG7120  ______________________________________________________________________
 DG7120  GEOID HEIGHT    -        -26.606 (meters)                     GEOID18
 DG7120  NAD 83(2011) X  -   -433,406.845 (meters)                     COMP
 DG7120  NAD 83(2011) Y  - -4,349,935.124 (meters)                     COMP
 DG7120  NAD 83(2011) Z  -  4,629,460.416 (meters)                     COMP
 DG7120  LAPLACE CORR    -         -0.69  (seconds)                    DEFLEC18
 DG7120  DYNAMIC HEIGHT  -        456.201 (meters)     1496.72  (feet) COMP
 DG7120  MODELED GRAVITY -    980,665.8   (mgal)                       NAVD 88
 DG7120
 DG7120  VERT ORDER      -  SECOND    CLASS I
 DG7120
 DG7120  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DG7120  Standards:
 DG7120         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DG7120            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DG7120  -------------------------------------------------------------------
 DG7120  NETWORK    0.66   1.22           0.30   0.23   0.62     -0.06096508
 DG7120  -------------------------------------------------------------------
 DG7120  Click here for local accuracies and other accuracy information.
 DG7120
 DG7120.The horizontal coordinates were established by GPS observations
 DG7120.and adjusted by the MN DEPT OF TRANSP in June 2023.
 DG7120
 DG7120.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DG7120.been affixed to the stable North American tectonic plate. See 
 DG7120.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DG7120
 DG7120.The horizontal coordinates are valid at the epoch date displayed above
 DG7120.which is a decimal equivalence of Year/Month/Day.
 DG7120
 DG7120.The orthometric height was determined by differential leveling and
 DG7120.adjusted by the NATIONAL GEODETIC SURVEY
 DG7120.in August 2019.
 DG7120
 DG7120.Significant digits in the geoid height do not necessarily reflect accuracy.
 DG7120.GEOID18 height accuracy estimate available here.
 DG7120
 DG7120.Click photographs - Photos may exist for this station.
 DG7120
 DG7120.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DG7120
 DG7120.The Laplace correction was computed from DEFLEC18 derived deflections.
 DG7120
 DG7120.The ellipsoidal height was determined by GPS observations
 DG7120.and is referenced to NAD 83.
 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. The following values were computed from the NAD 83(2011) position.
 DG7120
 DG7120;                    North         East     Units Scale Factor Converg.
 DG7120;SPC MN C     -   304,826.855   690,158.342   MT  0.99995993   -1 02 29.8
 DG7120;SPC MN C     - 1,000,086.11  2,264,294.49   sFT  0.99995993   -1 02 29.8
 DG7120;UTM  15      - 5,190,212.471   294,870.374   MT  1.00011721   -1 57 45.4
 DG7120
 DG7120!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG7120!SPC MN C     -   0.99993267  x   0.99995993  =   0.99989260
 DG7120!UTM  15      -   0.99993267  x   1.00011721  =   1.00004987
 DG7120
 DG7120_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTM9487090212(NAD 83)
 DG7120
 DG7120                          SUPERSEDED SURVEY CONTROL
 DG7120
 DG7120  NAVD 88 (12/15/04)  456.153  (m)         1496.56   (f) SUPERSEDED  2 1
 DG7120
 DG7120.Superseded values are not recommended for survey control.
 DG7120
 DG7120.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG7120.See file dsdata.pdf to determine how the superseded data were derived.
 DG7120
 DG7120_MARKER: DB = BENCH MARK DISK
 DG7120_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG7120_STAMPING: 0303 D 1970
 DG7120_MARK LOGO: MNHD
 DG7120_PROJECTION: RECESSED 10 CENTIMETERS
 DG7120_MAGNETIC: S = STEEL SPIKE IMBEDDED IN 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 - March 07, 2023
 DG7120
 DG7120  HISTORY     - Date     Condition        Report By
 DG7120  HISTORY     - 19700401 MONUMENTED       MNHD
 DG7120  HISTORY     - 20001220 GOOD             MNDT
 DG7120  HISTORY     - 20150819 GOOD             MNDT
 DG7120  HISTORY     - 20210630 GOOD             MNDT
 DG7120  HISTORY     - 20230307 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.
 DG7120
 DG7120                          STATION RECOVERY (2015)
 DG7120
 DG7120'RECOVERY NOTE BY MN DEPT OF TRANSP 2015 (MAS)
 DG7120'THE MARK IS LOCATED ABOUT 7.8 MI (12.6 KM) EAST OF DETROIT LAKES, 7.8
 DG7120'MI (12.6 KM) EAST ALONG TRUNK HIGHWAY 34  FROM THE JUNCTION OF TRUNK
 DG7120'HIGHWAY 34 AND TRUNK HIGHWAY 59 IN DETROIT LAKES, AT TRUNK HIGHWAY 34
 DG7120'MILE POINT 43.40, 100.0 FT (30.5 M) SOUTH OF TRUNK HIGHWAY 34, 150.0
 DG7120'FT (45.7 M) WEST OF COUNTY ROAD 29, 1.0 FT (0.3 M) NORTH OF A WITNESS
 DG7120'POST.
 DG7120
 DG7120                          STATION RECOVERY (2021)
 DG7120
 DG7120'RECOVERY NOTE BY MN DEPT OF TRANSP 2021 (DAS)
 DG7120'RECOVERED IN GOOD CONDITION.
 DG7120
 DG7120                          STATION RECOVERY (2023)
 DG7120
 DG7120'RECOVERY NOTE BY MN DEPT OF TRANSP 2023 (AXD)
 DG7120'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DQ4260 ***********************************************************************
 DQ4260  DESIGNATION -  0303 E RESET
 DQ4260  PID         -  DQ4260
 DQ4260  STATE/COUNTY-  MN/BECKER
 DQ4260  COUNTRY     -  US
 DQ4260  USGS QUAD   -  DETROIT LAKES (2019)
 DQ4260
 DQ4260                         *CURRENT SURVEY CONTROL
 DQ4260  ______________________________________________________________________
 DQ4260* NAD 83(2011) POSITION- 46 49 38.11721(N) 095 48 22.99459(W)   ADJUSTED
 DQ4260* NAD 83(2011) ELLIP HT-   394.108 (meters)        (06/20/23)   ADJUSTED
 DQ4260* NAD 83(2011) EPOCH   -  2010.00
 DQ4260* NAVD 88 ORTHO HEIGHT -   420.715 (meters)     1380.30  (feet) ADJUSTED
 DQ4260  ______________________________________________________________________
 DQ4260  GEOID HEIGHT    -        -26.597 (meters)                     GEOID18
 DQ4260  NAD 83(2011) X  -   -442,301.254 (meters)                     COMP
 DQ4260  NAD 83(2011) Y  - -4,349,551.734 (meters)                     COMP
 DQ4260  NAD 83(2011) Z  -  4,628,934.001 (meters)                     COMP
 DQ4260  LAPLACE CORR    -          0.66  (seconds)                    DEFLEC18
 DQ4260  DYNAMIC HEIGHT  -        420.745 (meters)     1380.39  (feet) COMP
 DQ4260  MODELED GRAVITY -    980,672.2   (mgal)                       NAVD 88
 DQ4260
 DQ4260  VERT ORDER      -  SECOND    CLASS I
 DQ4260
 DQ4260  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DQ4260  Standards:
 DQ4260         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DQ4260            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DQ4260  -------------------------------------------------------------------
 DQ4260  NETWORK    0.66   1.22           0.30   0.23   0.62     -0.02014565
 DQ4260  -------------------------------------------------------------------
 DQ4260  Click here for local accuracies and other accuracy information.
 DQ4260
 DQ4260.The horizontal coordinates were established by GPS observations
 DQ4260.and adjusted by the MN DEPT OF TRANSP in June 2023.
 DQ4260
 DQ4260.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DQ4260.been affixed to the stable North American tectonic plate. See 
 DQ4260.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DQ4260
 DQ4260.The horizontal coordinates are valid at the epoch date displayed above
 DQ4260.which is a decimal equivalence of Year/Month/Day.
 DQ4260
 DQ4260.The orthometric height was determined by differential leveling and
 DQ4260.adjusted by the NATIONAL GEODETIC SURVEY
 DQ4260.in August 2019.
 DQ4260
 DQ4260.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ4260.GEOID18 height accuracy estimate available here.
 DQ4260
 DQ4260.Click photographs - Photos may exist for this station.
 DQ4260
 DQ4260.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DQ4260
 DQ4260.The Laplace correction was computed from DEFLEC18 derived deflections.
 DQ4260
 DQ4260.The ellipsoidal height was determined by GPS observations
 DQ4260.and is referenced to NAD 83.
 DQ4260
 DQ4260.The dynamic height is computed by dividing the NAVD 88
 DQ4260.geopotential number by the normal gravity value computed on the
 DQ4260.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ4260.degrees latitude (g = 980.6199 gals.).
 DQ4260
 DQ4260.The modeled gravity was interpolated from observed gravity values.
 DQ4260
 DQ4260. The following values were computed from the NAD 83(2011) position.
 DQ4260
 DQ4260;                    North         East     Units Scale Factor Converg.
 DQ4260;SPC MN C     -   304,263.504   681,258.943   MT  0.99995893   -1 07 33.1
 DQ4260;SPC MN C     -   998,237.85  2,235,097.05   sFT  0.99995893   -1 07 33.1
 DQ4260;UTM  15      - 5,189,792.211   285,961.459   MT  1.00016311   -2 02 50.8
 DQ4260
 DQ4260!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DQ4260!SPC MN C     -   0.99993823  x   0.99995893  =   0.99989716
 DQ4260!UTM  15      -   0.99993823  x   1.00016311  =   1.00010133
 DQ4260
 DQ4260_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTM8596189792(NAD 83)
 DQ4260
 DQ4260                          SUPERSEDED SURVEY CONTROL
 DQ4260
 DQ4260.No superseded survey control is available for this station.
 DQ4260
 DQ4260_MARKER: I = METAL ROD
 DQ4260_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DQ4260_STAMPING: 0303 E RESET 2014
 DQ4260_MARK LOGO: MNDT
 DQ4260_PROJECTION: RECESSED 5 CENTIMETERS
 DQ4260_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DQ4260_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ4260_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ4260+SATELLITE: SATELLITE OBSERVATIONS - March 08, 2023
 DQ4260_ROD/PIPE-DEPTH: 10.7 meters
 DQ4260
 DQ4260  HISTORY     - Date     Condition        Report By
 DQ4260  HISTORY     - 20141126 MONUMENTED       MNDT
 DQ4260  HISTORY     - 20190919 GOOD             MNDT
 DQ4260  HISTORY     - 20230308 GOOD             MNDT
 DQ4260
 DQ4260                          STATION DESCRIPTION
 DQ4260
 DQ4260'DESCRIBED BY MN DEPT OF TRANSP 2014
 DQ4260'THE MARK IS LOCATED ABOUT 2.0 MI (3.2 KM) EAST OF DETROIT LAKES, 2.35
 DQ4260'MI (3.78 KM) EAST ALONG TRUNK HIGHWAY 34  FROM THE JUNCTION OF TRUNK
 DQ4260'HIGHWAY 34 AND TRUNK HIGHWAY 59 IN DETROIT LAKES, AT TRUNK HIGHWAY 34
 DQ4260'MILE POINT 37.85, 95.7 FT (29.2 M) NORTH OF TRUNK HIGHWAY 34, 2.5 FT
 DQ4260'(0.8 M) SOUTH OF A WITNESS POST.
 DQ4260
 DQ4260                          STATION RECOVERY (2019)
 DQ4260
 DQ4260'RECOVERY NOTE BY MN DEPT OF TRANSP 2019 (KMS)
 DQ4260'RECOVERED AS DESCRIBED.
 DQ4260
 DQ4260                          STATION RECOVERY (2023)
 DQ4260
 DQ4260'RECOVERY NOTE BY MN DEPT OF TRANSP 2023 (AXD)
 DQ4260'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DR9161 ***********************************************************************
 DR9161  HT_MOD      -  This is a Height Modernization Survey Station.
 DR9161  DESIGNATION -  0303 F RESET
 DR9161  PID         -  DR9161
 DR9161  STATE/COUNTY-  MN/BECKER
 DR9161  COUNTRY     -  US
 DR9161  USGS QUAD   -  DETROIT LAKES (2019)
 DR9161
 DR9161                         *CURRENT SURVEY CONTROL
 DR9161  ______________________________________________________________________
 DR9161* NAD 83(2011) POSITION- 46 49 54.44729(N) 095 45 37.77870(W)   ADJUSTED
 DR9161* NAD 83(2011) ELLIP HT-   430.480 (meters)        (06/20/23)   ADJUSTED
 DR9161* NAD 83(2011) EPOCH   -  2010.00
 DR9161* NAVD 88 ORTHO HEIGHT -   457.08  (meters)     1499.6   (feet) GPS OBS
 DR9161  ______________________________________________________________________
 DR9161  GEOID HEIGHT    -        -26.591 (meters)                     GEOID18
 DR9161  NAD 83(2011) X  -   -438,782.750 (meters)                     COMP
 DR9161  NAD 83(2011) Y  - -4,349,563.434 (meters)                     COMP
 DR9161  NAD 83(2011) Z  -  4,629,305.558 (meters)                     COMP
 DR9161  LAPLACE CORR    -          0.47  (seconds)                    DEFLEC18
 DR9161
 DR9161  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DR9161  Standards:
 DR9161         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DR9161            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DR9161  -------------------------------------------------------------------
 DR9161  NETWORK    0.62   1.22           0.28   0.22   0.62     -0.02458970
 DR9161  -------------------------------------------------------------------
 DR9161  Click here for local accuracies and other accuracy information.
 DR9161
 DR9161.The horizontal coordinates were established by GPS observations
 DR9161.and adjusted by the MN DEPT OF TRANSP in June 2023.
 DR9161
 DR9161.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DR9161.been affixed to the stable North American tectonic plate. See 
 DR9161.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DR9161
 DR9161.The horizontal coordinates are valid at the epoch date displayed above
 DR9161.which is a decimal equivalence of Year/Month/Day.
 DR9161
 DR9161.The orthometric height was determined by GPS observations and a
 DR9161.high-resolution geoid model using precise GPS observation and
 DR9161.processing techniques.
 DR9161
 DR9161.Significant digits in the geoid height do not necessarily reflect accuracy.
 DR9161.GEOID18 height accuracy estimate available here.
 DR9161
 DR9161.Click photographs - Photos may exist for this station.
 DR9161
 DR9161.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DR9161
 DR9161.The Laplace correction was computed from DEFLEC18 derived deflections.
 DR9161
 DR9161.The ellipsoidal height was determined by GPS observations
 DR9161.and is referenced to NAD 83.
 DR9161
 DR9161. The following values were computed from the NAD 83(2011) position.
 DR9161
 DR9161;                    North         East     Units Scale Factor Converg.
 DR9161;SPC MN C     -   304,699.875   684,769.454   MT  0.99995962   -1 05 33.6
 DR9161;SPC MN C     -   999,669.51  2,246,614.45   sFT  0.99995962   -1 05 33.6
 DR9161;UTM  15      - 5,190,172.142   289,479.218   MT  1.00014475   -2 00 50.8
 DR9161
 DR9161!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DR9161!SPC MN C     -   0.99993253  x   0.99995962  =   0.99989215
 DR9161!UTM  15      -   0.99993253  x   1.00014475  =   1.00007727
 DR9161
 DR9161_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTM8947990172(NAD 83)
 DR9161
 DR9161                          SUPERSEDED SURVEY CONTROL
 DR9161
 DR9161.No superseded survey control is available for this station.
 DR9161
 DR9161_MARKER: I = METAL ROD
 DR9161_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DR9161_STAMPING: 0303 F RESET 2022
 DR9161_MARK LOGO: MNDT
 DR9161_PROJECTION: RECESSED 8 CENTIMETERS
 DR9161_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DR9161_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DR9161_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DR9161+SATELLITE: SATELLITE OBSERVATIONS - March 08, 2023
 DR9161_ROD/PIPE-DEPTH: 9.1 meters
 DR9161
 DR9161  HISTORY     - Date     Condition        Report By
 DR9161  HISTORY     - 20220622 MONUMENTED       MNDT
 DR9161  HISTORY     - 20230308 GOOD             MNDT
 DR9161
 DR9161                          STATION DESCRIPTION
 DR9161
 DR9161'DESCRIBED BY MN DEPT OF TRANSP 2023 (AXH)
 DR9161'4.5 MILES EAST OF DETROIT LAKES, 4.6 MILES EAST ALONG TRUNK HIGHWAY 34
 DR9161'FROM THE JUNCTION OF TRUNK HIGHWAY 34 AND TRUNK HIGHWAY 59 IN DETROIT
 DR9161'LAKES, AT TRUNK HIGHWAY 34 MILEPOINT 40.10, 89.0 FEET NORTH OF TRUNK
 DR9161'HIGHWAY 34, 27.0 FEET SOUTH OF 179TH STREET (FRONTAGE ROAD), 50.0 FEET
 DR9161'WEST OF DRIVEWAY NUMBER 30668 EXTENDED, 2.2 FEET NORTH OF A WITNESS
 DR9161'POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DQ4264 ***********************************************************************
 DQ4264  DESIGNATION -  0303 G RESET
 DQ4264  PID         -  DQ4264
 DQ4264  STATE/COUNTY-  MN/BECKER
 DQ4264  COUNTRY     -  US
 DQ4264  USGS QUAD   -  ROCHERT (2019)
 DQ4264
 DQ4264                         *CURRENT SURVEY CONTROL
 DQ4264  ______________________________________________________________________
 DQ4264* NAD 83(2011) POSITION- 46 49 57.07379(N) 095 43 30.34307(W)   ADJUSTED
 DQ4264* NAD 83(2011) ELLIP HT-   425.169 (meters)        (06/20/23)   ADJUSTED
 DQ4264* NAD 83(2011) EPOCH   -  2010.00
 DQ4264* NAVD 88 ORTHO HEIGHT -   451.769 (meters)     1482.18  (feet) ADJUSTED
 DQ4264  ______________________________________________________________________
 DQ4264  GEOID HEIGHT    -        -26.594 (meters)                     GEOID18
 DQ4264  NAD 83(2011) X  -   -436,089.132 (meters)                     COMP
 DQ4264  NAD 83(2011) Y  - -4,349,771.216 (meters)                     COMP
 DQ4264  NAD 83(2011) Z  -  4,629,357.176 (meters)                     COMP
 DQ4264  LAPLACE CORR    -         -0.94  (seconds)                    DEFLEC18
 DQ4264  DYNAMIC HEIGHT  -        451.802 (meters)     1482.29  (feet) COMP
 DQ4264  MODELED GRAVITY -    980,672.2   (mgal)                       NAVD 88
 DQ4264
 DQ4264  VERT ORDER      -  SECOND    CLASS I
 DQ4264
 DQ4264  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DQ4264  Standards:
 DQ4264         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DQ4264            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DQ4264  -------------------------------------------------------------------
 DQ4264  NETWORK    0.66   1.18           0.30   0.23   0.60     -0.05728212
 DQ4264  -------------------------------------------------------------------
 DQ4264  Click here for local accuracies and other accuracy information.
 DQ4264
 DQ4264.The horizontal coordinates were established by GPS observations
 DQ4264.and adjusted by the MN DEPT OF TRANSP in June 2023.
 DQ4264
 DQ4264.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DQ4264.been affixed to the stable North American tectonic plate. See 
 DQ4264.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DQ4264
 DQ4264.The horizontal coordinates are valid at the epoch date displayed above
 DQ4264.which is a decimal equivalence of Year/Month/Day.
 DQ4264
 DQ4264.The orthometric height was determined by differential leveling and
 DQ4264.adjusted by the NATIONAL GEODETIC SURVEY
 DQ4264.in August 2019.
 DQ4264
 DQ4264.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ4264.GEOID18 height accuracy estimate available here.
 DQ4264
 DQ4264.Click photographs - Photos may exist for this station.
 DQ4264
 DQ4264.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DQ4264
 DQ4264.The Laplace correction was computed from DEFLEC18 derived deflections.
 DQ4264
 DQ4264.The ellipsoidal height was determined by GPS observations
 DQ4264.and is referenced to NAD 83.
 DQ4264
 DQ4264.The dynamic height is computed by dividing the NAVD 88
 DQ4264.geopotential number by the normal gravity value computed on the
 DQ4264.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ4264.degrees latitude (g = 980.6199 gals.).
 DQ4264
 DQ4264.The modeled gravity was interpolated from observed gravity values.
 DQ4264
 DQ4264. The following values were computed from the NAD 83(2011) position.
 DQ4264
 DQ4264;                    North         East     Units Scale Factor Converg.
 DQ4264;SPC MN C     -   304,730.067   687,471.103   MT  0.99995973   -1 04 01.4
 DQ4264;SPC MN C     -   999,768.56  2,255,478.11   sFT  0.99995973   -1 04 01.4
 DQ4264;UTM  15      - 5,190,158.887   292,181.485   MT  1.00013086   -1 59 17.8
 DQ4264
 DQ4264!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DQ4264!SPC MN C     -   0.99993336  x   0.99995973  =   0.99989309
 DQ4264!UTM  15      -   0.99993336  x   1.00013086  =   1.00006421
 DQ4264
 DQ4264_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTM9218190158(NAD 83)
 DQ4264
 DQ4264                          SUPERSEDED SURVEY CONTROL
 DQ4264
 DQ4264.No superseded survey control is available for this station.
 DQ4264
 DQ4264_MARKER: I = METAL ROD
 DQ4264_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DQ4264_STAMPING: 0303 G RESET 2015
 DQ4264_MARK LOGO: MNDT
 DQ4264_PROJECTION: RECESSED 8 CENTIMETERS
 DQ4264_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DQ4264_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ4264_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ4264+SATELLITE: SATELLITE OBSERVATIONS - March 07, 2023
 DQ4264_ROD/PIPE-DEPTH: 9.1 meters
 DQ4264
 DQ4264  HISTORY     - Date     Condition        Report By
 DQ4264  HISTORY     - 20150819 MONUMENTED       MNDT
 DQ4264  HISTORY     - 20230307 GOOD             MNDT
 DQ4264
 DQ4264                          STATION DESCRIPTION
 DQ4264
 DQ4264'DESCRIBED BY MN DEPT OF TRANSP 2015
 DQ4264'THE MARK IS LOCATED ABOUT 6.0 MI (9.7 KM) EAST OF DETROIT LAKES, 6.3
 DQ4264'MI (10.1 KM) EAST ALONG TRUNK HIGHWAY 34  FROM THE JUNCTION OF TRUNK
 DQ4264'HIGHWAY 34 AND TRUNK HIGHWAY 59 IN DETROIT LAKES, AT TRUNK HIGHWAY 34
 DQ4264'MILE POINT 41.80, 78.0 FT (23.8 M) NORTH OF TRUNK HIGHWAY 34, 89.0 FT
 DQ4264'(27.1 M) EAST OF DRIVEWAY NUMBER 32290, 72.0 FT (21.9 M)
 DQ4264'SOUTH-SOUTHWEST OF POWER POLE, 2.2 FT (0.7 M) NORTH OF A WITNESS POST.
 DQ4264
 DQ4264                          STATION RECOVERY (2023)
 DQ4264
 DQ4264'RECOVERY NOTE BY MN DEPT OF TRANSP 2023 (TXD)
 DQ4264'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DG7121 ***********************************************************************
 DG7121  DESIGNATION -  0303 H
 DG7121  PID         -  DG7121
 DG7121  STATE/COUNTY-  MN/BECKER
 DG7121  COUNTRY     -  US
 DG7121  USGS QUAD   -  ROCHERT (2019)
 DG7121
 DG7121                         *CURRENT SURVEY CONTROL
 DG7121  ______________________________________________________________________
 DG7121* NAD 83(2011) POSITION- 46 50 09.96636(N) 095 40 27.24833(W)   ADJUSTED
 DG7121* NAD 83(2011) ELLIP HT-   446.540 (meters)        (06/20/23)   ADJUSTED
 DG7121* NAD 83(2011) EPOCH   -  2010.00
 DG7121* NAVD 88 ORTHO HEIGHT -   473.162 (meters)     1552.37  (feet) ADJUSTED
 DG7121  ______________________________________________________________________
 DG7121  GEOID HEIGHT    -        -26.613 (meters)                     GEOID18
 DG7121  NAD 83(2011) X  -   -432,200.539 (meters)                     COMP
 DG7121  NAD 83(2011) Y  - -4,349,882.175 (meters)                     COMP
 DG7121  NAD 83(2011) Z  -  4,629,645.141 (meters)                     COMP
 DG7121  LAPLACE CORR    -         -1.02  (seconds)                    DEFLEC18
 DG7121  DYNAMIC HEIGHT  -        473.192 (meters)     1552.46  (feet) COMP
 DG7121  MODELED GRAVITY -    980,661.2   (mgal)                       NAVD 88
 DG7121
 DG7121  VERT ORDER      -  SECOND    CLASS I
 DG7121
 DG7121  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DG7121  Standards:
 DG7121         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DG7121            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DG7121  -------------------------------------------------------------------
 DG7121  NETWORK    0.66   1.20           0.30   0.23   0.61     -0.05938424
 DG7121  -------------------------------------------------------------------
 DG7121  Click here for local accuracies and other accuracy information.
 DG7121
 DG7121.The horizontal coordinates were established by GPS observations
 DG7121.and adjusted by the MN DEPT OF TRANSP in June 2023.
 DG7121
 DG7121.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DG7121.been affixed to the stable North American tectonic plate. See 
 DG7121.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DG7121
 DG7121.The horizontal coordinates are valid at the epoch date displayed above
 DG7121.which is a decimal equivalence of Year/Month/Day.
 DG7121
 DG7121.The orthometric height was determined by differential leveling and
 DG7121.adjusted by the NATIONAL GEODETIC SURVEY
 DG7121.in August 2019.
 DG7121
 DG7121.Significant digits in the geoid height do not necessarily reflect accuracy.
 DG7121.GEOID18 height accuracy estimate available here.
 DG7121
 DG7121.Click photographs - Photos may exist for this station.
 DG7121
 DG7121.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DG7121
 DG7121.The Laplace correction was computed from DEFLEC18 derived deflections.
 DG7121
 DG7121.The ellipsoidal height was determined by GPS observations
 DG7121.and is referenced to NAD 83.
 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. The following values were computed from the NAD 83(2011) position.
 DG7121
 DG7121;                    North         East     Units Scale Factor Converg.
 DG7121;SPC MN C     -   305,057.096   691,357.707   MT  0.99996027   -1 01 49.0
 DG7121;SPC MN C     - 1,000,841.49  2,268,229.41   sFT  0.99996027   -1 01 49.0
 DG7121;UTM  15      - 5,190,423.437   296,073.471   MT  1.00011116   -1 57 04.5
 DG7121
 DG7121!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG7121!SPC MN C     -   0.99993001  x   0.99996027  =   0.99989028
 DG7121!UTM  15      -   0.99993001  x   1.00011116  =   1.00004116
 DG7121
 DG7121_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTM9607390423(NAD 83)
 DG7121
 DG7121                          SUPERSEDED SURVEY CONTROL
 DG7121
 DG7121  NAVD 88 (12/15/04)  473.145  (m)         1552.31   (f) SUPERSEDED  2 1
 DG7121
 DG7121.Superseded values are not recommended for survey control.
 DG7121
 DG7121.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG7121.See file dsdata.pdf to determine how the superseded data were derived.
 DG7121
 DG7121_MARKER: DD = SURVEY DISK
 DG7121_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DG7121_STAMPING: 0303 H 2000
 DG7121_MARK LOGO: MNDT
 DG7121_PROJECTION: FLUSH
 DG7121_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DG7121_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DG7121_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG7121+SATELLITE: SATELLITE OBSERVATIONS - March 07, 2023
 DG7121_ROD/PIPE-DEPTH: 10.7 meters
 DG7121
 DG7121  HISTORY     - Date     Condition        Report By
 DG7121  HISTORY     - 20000913 MONUMENTED       MNDT
 DG7121  HISTORY     - 20150819 GOOD             MNDT
 DG7121  HISTORY     - 20210630 GOOD             MNDT
 DG7121  HISTORY     - 20230307 GOOD             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.
 DG7121
 DG7121                          STATION RECOVERY (2015)
 DG7121
 DG7121'RECOVERY NOTE BY MN DEPT OF TRANSP 2015 (MAS)
 DG7121'RECOVERED IN GOOD CONDITION.
 DG7121
 DG7121                          STATION RECOVERY (2021)
 DG7121
 DG7121'RECOVERY NOTE BY MN DEPT OF TRANSP 2021 (DAS)
 DG7121'RECOVERED IN GOOD CONDITION.
 DG7121
 DG7121                          STATION RECOVERY (2023)
 DG7121
 DG7121'RECOVERY NOTE BY MN DEPT OF TRANSP 2023 (AXD)
 DG7121'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DQ4267 ***********************************************************************
 DQ4267  DESIGNATION -  0303 J RESET
 DQ4267  PID         -  DQ4267
 DQ4267  STATE/COUNTY-  MN/BECKER
 DQ4267  COUNTRY     -  US
 DQ4267  USGS QUAD   -  ROCHERT (2019)
 DQ4267
 DQ4267                         *CURRENT SURVEY CONTROL
 DQ4267  ______________________________________________________________________
 DQ4267* NAD 83(2011) POSITION- 46 50 31.81740(N) 095 38 06.08656(W)   ADJUSTED
 DQ4267* NAD 83(2011) ELLIP HT-   449.883 (meters)        (06/20/23)   ADJUSTED
 DQ4267* NAD 83(2011) EPOCH   -  2010.00
 DQ4267* NAVD 88 ORTHO HEIGHT -   476.533 (meters)     1563.43  (feet) ADJUSTED
 DQ4267  ______________________________________________________________________
 DQ4267  GEOID HEIGHT    -        -26.638 (meters)                     GEOID18
 DQ4267  NAD 83(2011) X  -   -429,175.395 (meters)                     COMP
 DQ4267  NAD 83(2011) Y  - -4,349,689.369 (meters)                     COMP
 DQ4267  NAD 83(2011) Z  -  4,630,109.179 (meters)                     COMP
 DQ4267  LAPLACE CORR    -         -1.39  (seconds)                    DEFLEC18
 DQ4267  DYNAMIC HEIGHT  -        476.561 (meters)     1563.52  (feet) COMP
 DQ4267  MODELED GRAVITY -    980,657.4   (mgal)                       NAVD 88
 DQ4267
 DQ4267  VERT ORDER      -  SECOND    CLASS I
 DQ4267
 DQ4267  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DQ4267  Standards:
 DQ4267         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DQ4267            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DQ4267  -------------------------------------------------------------------
 DQ4267  NETWORK    0.68   1.23           0.31   0.24   0.63     -0.06966862
 DQ4267  -------------------------------------------------------------------
 DQ4267  Click here for local accuracies and other accuracy information.
 DQ4267
 DQ4267.The horizontal coordinates were established by GPS observations
 DQ4267.and adjusted by the MN DEPT OF TRANSP in June 2023.
 DQ4267
 DQ4267.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DQ4267.been affixed to the stable North American tectonic plate. See 
 DQ4267.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DQ4267
 DQ4267.The horizontal coordinates are valid at the epoch date displayed above
 DQ4267.which is a decimal equivalence of Year/Month/Day.
 DQ4267
 DQ4267.The orthometric height was determined by differential leveling and
 DQ4267.adjusted by the NATIONAL GEODETIC SURVEY
 DQ4267.in August 2019.
 DQ4267
 DQ4267.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ4267.GEOID18 height accuracy estimate available here.
 DQ4267
 DQ4267.Click photographs - Photos may exist for this station.
 DQ4267
 DQ4267.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DQ4267
 DQ4267.The Laplace correction was computed from DEFLEC18 derived deflections.
 DQ4267
 DQ4267.The ellipsoidal height was determined by GPS observations
 DQ4267.and is referenced to NAD 83.
 DQ4267
 DQ4267.The dynamic height is computed by dividing the NAVD 88
 DQ4267.geopotential number by the normal gravity value computed on the
 DQ4267.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ4267.degrees latitude (g = 980.6199 gals.).
 DQ4267
 DQ4267.The modeled gravity was interpolated from observed gravity values.
 DQ4267
 DQ4267. The following values were computed from the NAD 83(2011) position.
 DQ4267
 DQ4267;                    North         East     Units Scale Factor Converg.
 DQ4267;SPC MN C     -   305,678.680   694,360.301   MT  0.99996121   -1 00 06.9
 DQ4267;SPC MN C     - 1,002,880.80  2,278,080.42   sFT  0.99996121   -1 00 06.9
 DQ4267;UTM  15      - 5,190,996.762   299,086.098   MT  1.00009617   -1 55 22.1
 DQ4267
 DQ4267!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DQ4267!SPC MN C     -   0.99992948  x   0.99996121  =   0.99989070
 DQ4267!UTM  15      -   0.99992948  x   1.00009617  =   1.00002565
 DQ4267
 DQ4267_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTM9908690996(NAD 83)
 DQ4267
 DQ4267                          SUPERSEDED SURVEY CONTROL
 DQ4267
 DQ4267.No superseded survey control is available for this station.
 DQ4267
 DQ4267_MARKER: I = METAL ROD
 DQ4267_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DQ4267_STAMPING: 0303 J RESET 2015
 DQ4267_MARK LOGO: MNDT
 DQ4267_PROJECTION: RECESSED 8 CENTIMETERS
 DQ4267_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DQ4267_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ4267_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ4267+SATELLITE: SATELLITE OBSERVATIONS - March 07, 2023
 DQ4267_ROD/PIPE-DEPTH: 7.6 meters
 DQ4267
 DQ4267  HISTORY     - Date     Condition        Report By
 DQ4267  HISTORY     - 20150819 MONUMENTED       MNDT
 DQ4267  HISTORY     - 20210630 GOOD             MNDT
 DQ4267  HISTORY     - 20230307 GOOD             MNDT
 DQ4267
 DQ4267                          STATION DESCRIPTION
 DQ4267
 DQ4267'DESCRIBED BY MN DEPT OF TRANSP 2015
 DQ4267'THE MARK IS LOCATED ABOUT 10.5 MI (16.9 KM) EAST OF DETROIT LAKES,
 DQ4267'10.6 MI (17.1 KM) EAST ALONG TRUNK HIGHWAY 34  FROM THE JUNCTION OF
 DQ4267'TRUNK HIGHWAY 34 AND TRUNK HIGHWAY 59 IN DETROIT LAKES, AT TRUNK
 DQ4267'HIGHWAY 34 MILE POINT 46.10, 70.0 FT (21.3 M) SOUTH OF TRUNK HIGHWAY
 DQ4267'34, 65.0 FT (19.8 M) WEST OF A FIELD ENTRANCE, 2.0 FT (0.6 M) NORTH OF
 DQ4267'A WITNESS POST.
 DQ4267
 DQ4267                          STATION RECOVERY (2021)
 DQ4267
 DQ4267'RECOVERY NOTE BY MN DEPT OF TRANSP 2021 (DAS)
 DQ4267'RECOVERED IN GOOD CONDITION.
 DQ4267
 DQ4267                          STATION RECOVERY (2023)
 DQ4267
 DQ4267'RECOVERY NOTE BY MN DEPT OF TRANSP 2023 (LXG)
 DQ4267'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DR9162 ***********************************************************************
 DR9162  HT_MOD      -  This is a Height Modernization Survey Station.
 DR9162  DESIGNATION -  0303 K RESET
 DR9162  PID         -  DR9162
 DR9162  STATE/COUNTY-  MN/BECKER
 DR9162  COUNTRY     -  US
 DR9162  USGS QUAD   -  TOAD MOUNTAIN (2019)
 DR9162
 DR9162                         *CURRENT SURVEY CONTROL
 DR9162  ______________________________________________________________________
 DR9162* NAD 83(2011) POSITION- 46 52 09.94043(N) 095 34 59.93146(W)   ADJUSTED
 DR9162* NAD 83(2011) ELLIP HT-   418.614 (meters)        (06/20/23)   ADJUSTED
 DR9162* NAD 83(2011) EPOCH   -  2010.00
 DR9162* NAVD 88 ORTHO HEIGHT -   445.30  (meters)     1461.0   (feet) GPS OBS
 DR9162  ______________________________________________________________________
 DR9162  GEOID HEIGHT    -        -26.660 (meters)                     GEOID18
 DR9162  NAD 83(2011) X  -   -425,032.410 (meters)                     COMP
 DR9162  NAD 83(2011) Y  - -4,347,853.165 (meters)                     COMP
 DR9162  NAD 83(2011) Z  -  4,632,158.559 (meters)                     COMP
 DR9162  LAPLACE CORR    -          0.14  (seconds)                    DEFLEC18
 DR9162
 DR9162  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DR9162  Standards:
 DR9162         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DR9162            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DR9162  -------------------------------------------------------------------
 DR9162  NETWORK    0.76   1.49           0.34   0.27   0.76     -0.03572651
 DR9162  -------------------------------------------------------------------
 DR9162  Click here for local accuracies and other accuracy information.
 DR9162
 DR9162.The horizontal coordinates were established by GPS observations
 DR9162.and adjusted by the MN DEPT OF TRANSP in June 2023.
 DR9162
 DR9162.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DR9162.been affixed to the stable North American tectonic plate. See 
 DR9162.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DR9162
 DR9162.The horizontal coordinates are valid at the epoch date displayed above
 DR9162.which is a decimal equivalence of Year/Month/Day.
 DR9162
 DR9162.The orthometric height was determined by GPS observations and a
 DR9162.high-resolution geoid model using precise GPS observation and
 DR9162.processing techniques.
 DR9162
 DR9162.Significant digits in the geoid height do not necessarily reflect accuracy.
 DR9162.GEOID18 height accuracy estimate available here.
 DR9162
 DR9162.Click photographs - Photos may exist for this station.
 DR9162
 DR9162.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DR9162
 DR9162.The Laplace correction was computed from DEFLEC18 derived deflections.
 DR9162
 DR9162.The ellipsoidal height was determined by GPS observations
 DR9162.and is referenced to NAD 83.
 DR9162
 DR9162. The following values were computed from the NAD 83(2011) position.
 DR9162
 DR9162;                    North         East     Units Scale Factor Converg.
 DR9162;SPC MN C     -   308,640.498   698,354.973   MT  0.99996554   -0 57 52.2
 DR9162;SPC MN C     - 1,012,598.03  2,291,186.27   sFT  0.99996554   -0 57 52.2
 DR9162;UTM  15      - 5,193,894.334   303,128.366   MT  1.00007640   -1 53 09.2
 DR9162
 DR9162!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DR9162!SPC MN C     -   0.99993439  x   0.99996554  =   0.99989993
 DR9162!UTM  15      -   0.99993439  x   1.00007640  =   1.00001078
 DR9162
 DR9162_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUM0312893894(NAD 83)
 DR9162
 DR9162                          SUPERSEDED SURVEY CONTROL
 DR9162
 DR9162.No superseded survey control is available for this station.
 DR9162
 DR9162_MARKER: I = METAL ROD
 DR9162_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DR9162_STAMPING: 0303 K RESET 2022
 DR9162_MARK LOGO: MNDT
 DR9162_PROJECTION: RECESSED 15 CENTIMETERS
 DR9162_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DR9162_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DR9162_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DR9162+SATELLITE: SATELLITE OBSERVATIONS - March 02, 2023
 DR9162_ROD/PIPE-DEPTH: 24.4 meters
 DR9162
 DR9162  HISTORY     - Date     Condition        Report By
 DR9162  HISTORY     - 20220622 MONUMENTED       MNDT
 DR9162  HISTORY     - 20230302 GOOD             MNDT
 DR9162
 DR9162                          STATION DESCRIPTION
 DR9162
 DR9162'DESCRIBED BY MN DEPT OF TRANSP 2023 (TXD)
 DR9162'13.5 MILES EAST OF DETROIT LAKES, 13.8 MILES EAST ALONG TRUNK HIGHWAY
 DR9162'34 FROM THE JUNCTION OF TRUNK HIGHWAY 34 AND TRUNK HIGHWAY 59 IN
 DR9162'DETROIT LAKES, AT TRUNK HIGHWAY 34 MILEPOINT 49.3, 57.9 FEET
 DR9162'NORTH-NORTHWEST OF TRUNK HIGHWAY 34, 48.2 FEET WEST OF HEIGHT OF LAND
 DR9162'FRONTAGE ROAD, 23.2 FEET SOUTH OF LAND FRONTAGE ROAD, 30.3 FEET WEST
 DR9162'OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DG7124 ***********************************************************************
 DG7124  DESIGNATION -  0303 L
 DG7124  PID         -  DG7124
 DG7124  STATE/COUNTY-  MN/BECKER
 DG7124  COUNTRY     -  US
 DG7124  USGS QUAD   -  HEIGHT OF LAND LAKE (2019)
 DG7124
 DG7124                         *CURRENT SURVEY CONTROL
 DG7124  ______________________________________________________________________
 DG7124* NAD 83(2011) POSITION- 46 52 50.86087(N) 095 32 29.15896(W)   ADJUSTED
 DG7124* NAD 83(2011) ELLIP HT-   432.872 (meters)        (06/20/23)   ADJUSTED
 DG7124* NAD 83(2011) EPOCH   -  2010.00
 DG7124* NAVD 88 ORTHO HEIGHT -   459.557 (meters)     1507.73  (feet) ADJUSTED
 DG7124  ______________________________________________________________________
 DG7124  GEOID HEIGHT    -        -26.650 (meters)                     GEOID18
 DG7124  NAD 83(2011) X  -   -421,766.040 (meters)                     COMP
 DG7124  NAD 83(2011) Y  - -4,347,254.359 (meters)                     COMP
 DG7124  NAD 83(2011) Z  -  4,633,032.827 (meters)                     COMP
 DG7124  LAPLACE CORR    -          1.10  (seconds)                    DEFLEC18
 DG7124  DYNAMIC HEIGHT  -        459.586 (meters)     1507.83  (feet) COMP
 DG7124  MODELED GRAVITY -    980,661.8   (mgal)                       NAVD 88
 DG7124
 DG7124  VERT ORDER      -  SECOND    CLASS I
 DG7124
 DG7124  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DG7124  Standards:
 DG7124         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DG7124            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DG7124  -------------------------------------------------------------------
 DG7124  NETWORK    0.62   1.20           0.28   0.22   0.61     -0.05483558
 DG7124  -------------------------------------------------------------------
 DG7124  Click here for local accuracies and other accuracy information.
 DG7124
 DG7124.The horizontal coordinates were established by GPS observations
 DG7124.and adjusted by the MN DEPT OF TRANSP in June 2023.
 DG7124
 DG7124.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DG7124.been affixed to the stable North American tectonic plate. See 
 DG7124.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DG7124
 DG7124.The horizontal coordinates are valid at the epoch date displayed above
 DG7124.which is a decimal equivalence of Year/Month/Day.
 DG7124
 DG7124.The orthometric height was determined by differential leveling and
 DG7124.adjusted by the NATIONAL GEODETIC SURVEY
 DG7124.in August 2019.
 DG7124
 DG7124.Significant digits in the geoid height do not necessarily reflect accuracy.
 DG7124.GEOID18 height accuracy estimate available here.
 DG7124
 DG7124.Click photographs - Photos may exist for this station.
 DG7124
 DG7124.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DG7124
 DG7124.The Laplace correction was computed from DEFLEC18 derived deflections.
 DG7124
 DG7124.The ellipsoidal height was determined by GPS observations
 DG7124.and is referenced to NAD 83.
 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. The following values were computed from the NAD 83(2011) position.
 DG7124
 DG7124;                    North         East     Units Scale Factor Converg.
 DG7124;SPC MN C     -   309,851.013   701,568.099   MT  0.99996741   -0 56 03.1
 DG7124;SPC MN C     - 1,016,569.53  2,301,728.00   sFT  0.99996741   -0 56 03.1
 DG7124;UTM  15      - 5,195,053.140   306,360.872   MT  1.00006088   -1 51 20.3
 DG7124
 DG7124!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG7124!SPC MN C     -   0.99993215  x   0.99996741  =   0.99989956
 DG7124!UTM  15      -   0.99993215  x   1.00006088  =   0.99999303
 DG7124
 DG7124_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUM0636095053(NAD 83)
 DG7124
 DG7124                          SUPERSEDED SURVEY CONTROL
 DG7124
 DG7124  NAVD 88 (12/15/04)  459.535  (m)         1507.66   (f) SUPERSEDED  2 1
 DG7124
 DG7124.Superseded values are not recommended for survey control.
 DG7124
 DG7124.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG7124.See file dsdata.pdf to determine how the superseded data were derived.
 DG7124
 DG7124_MARKER: DD = SURVEY DISK
 DG7124_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DG7124_STAMPING: 0303 L 2000
 DG7124_MARK LOGO: MNDT
 DG7124_PROJECTION: FLUSH
 DG7124_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DG7124_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DG7124_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG7124+SATELLITE: SATELLITE OBSERVATIONS - March 06, 2023
 DG7124_ROD/PIPE-DEPTH: 10.7 meters
 DG7124
 DG7124  HISTORY     - Date     Condition        Report By
 DG7124  HISTORY     - 20000913 MONUMENTED       MNDT
 DG7124  HISTORY     - 20050502 GOOD             MNDT
 DG7124  HISTORY     - 20150819 GOOD             MNDT
 DG7124  HISTORY     - 20230306 GOOD             MNDT
 DG7124
 DG7124                          STATION DESCRIPTION
 DG7124
 DG7124'DESCRIBED BY MN DEPT OF TRANSP 2000 (WAS)
 DG7124'15.5 MI (24.9 KM) EAST OF DETROIT LAKES, 15.95 MI (25.67 KM) EAST
 DG7124'ALONG TH 34 FROM JCT OF TH 34 AND TH 59 IN DETROIT LAKES, AT TH 34 MP
 DG7124'51.45, 99.5 FT (30.3 M) NNW OF TH 34, 27 FT (8.2 M) WEST OF 410TH AVE,
 DG7124'6 FT (1.8 M) SOUTH OF P-POLE, 64.5 FT (19.7 M) NE OF CABLE MARKER, 2.4
 DG7124'FT (0.7 M) NORTH OF WIT POST, MAGNETIC, SUITABLE FOR GPS, FLUSH.
 DG7124
 DG7124                          STATION RECOVERY (2005)
 DG7124
 DG7124'RECOVERY NOTE BY MN DEPT OF TRANSP 2005 (MPP)
 DG7124'RECOVERED AS DESCRIBED.
 DG7124
 DG7124                          STATION RECOVERY (2015)
 DG7124
 DG7124'RECOVERY NOTE BY MN DEPT OF TRANSP 2015 (KMS)
 DG7124'RECOVERED IN GOOD CONDITION.
 DG7124
 DG7124                          STATION RECOVERY (2023)
 DG7124
 DG7124'RECOVERY NOTE BY MN DEPT OF TRANSP 2023 (AXD)
 DG7124'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DQ4273 ***********************************************************************
 DQ4273  DESIGNATION -  0303 M 1 RESET
 DQ4273  PID         -  DQ4273
 DQ4273  STATE/COUNTY-  MN/BECKER
 DQ4273  COUNTRY     -  US
 DQ4273  USGS QUAD   -  HEIGHT OF LAND LAKE (2019)
 DQ4273
 DQ4273                         *CURRENT SURVEY CONTROL
 DQ4273  ______________________________________________________________________
 DQ4273* NAD 83(1986) POSITION- 46 53 50.19   (N) 095 31 10.12   (W)   HD_HELD1
 DQ4273* NAVD 88 ORTHO HEIGHT -   469.572 (meters)     1540.59  (feet) ADJUSTED
 DQ4273  ______________________________________________________________________
 DQ4273  GEOID HEIGHT    -        -26.641 (meters)                     GEOID18
 DQ4273  DYNAMIC HEIGHT  -        469.604 (meters)     1540.69  (feet) COMP
 DQ4273  MODELED GRAVITY -    980,666.9   (mgal)                       NAVD 88
 DQ4273
 DQ4273  VERT ORDER      -  SECOND    CLASS I
 DQ4273
 DQ4273.The horizontal coordinates were determined by differentially corrected
 DQ4273.hand held GPS observations or other comparable positioning techniques
 DQ4273.and have an estimated accuracy of +/- 3 meters.
 DQ4273
 DQ4273.The orthometric height was determined by differential leveling and
 DQ4273.adjusted by the NATIONAL GEODETIC SURVEY
 DQ4273.in August 2019.
 DQ4273
 DQ4273.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ4273.GEOID18 height accuracy estimate available here.
 DQ4273
 DQ4273.Click photographs - Photos may exist for this station.
 DQ4273
 DQ4273.The dynamic height is computed by dividing the NAVD 88
 DQ4273.geopotential number by the normal gravity value computed on the
 DQ4273.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ4273.degrees latitude (g = 980.6199 gals.).
 DQ4273
 DQ4273.The modeled gravity was interpolated from observed gravity values.
 DQ4273
 DQ4273;                    North         East    Units  Estimated Accuracy
 DQ4273;SPC MN C     -   311,655.8     703,270.7     MT  (+/- 3 meters HH1 GPS) 
 DQ4273
 DQ4273_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUM0809296830(NAD 83)
 DQ4273
 DQ4273                          SUPERSEDED SURVEY CONTROL
 DQ4273
 DQ4273.No superseded survey control is available for this station.
 DQ4273
 DQ4273_MARKER: I = METAL ROD
 DQ4273_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DQ4273_STAMPING: 0303 M 1 RESET 2015
 DQ4273_MARK LOGO: MNDT
 DQ4273_PROJECTION: RECESSED 8 CENTIMETERS
 DQ4273_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DQ4273_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ4273_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ4273+SATELLITE: SATELLITE OBSERVATIONS - June 22, 2022
 DQ4273_ROD/PIPE-DEPTH: 9.1 meters
 DQ4273
 DQ4273  HISTORY     - Date     Condition        Report By
 DQ4273  HISTORY     - 20150820 MONUMENTED       MNDT
 DQ4273  HISTORY     - 20220622 GOOD             MNDT
 DQ4273
 DQ4273                          STATION DESCRIPTION
 DQ4273
 DQ4273'DESCRIBED BY MN DEPT OF TRANSP 2015
 DQ4273'THE MARK IS LOCATED ABOUT 17.5 MI (28.2 KM) EAST-NORTHEAST OF DETROIT
 DQ4273'LAKES, 16.4 MI (26.4 KM) EAST-NORTHEAST ALONG TRUNK HIGHWAY 34  FROM
 DQ4273'THE JUNCTION OF TRUNK HIGHWAY 34 AND TRUNK HIGHWAY 59 IN DETROIT LAKES
 DQ4273'TO TRUNK HIGHWAY 34 MILE POINT 51.70, THEN 1.45 MI (2.33 KM) NORTHEAST
 DQ4273'ON COUNTY ROAD 37, 64.6 FT (19.7 M) NORTHWEST OF COUNTY ROAD 37, 57.4
 DQ4273'FT (17.5 M) SOUTHWEST OF POWER POLE, 1.5 FT (0.5 M) SOUTHEAST OF A
 DQ4273'WITNESS POST.
 DQ4273
 DQ4273                          STATION RECOVERY (2022)
 DQ4273
 DQ4273'RECOVERY NOTE BY MN DEPT OF TRANSP 2022 (KMS)
 DQ4273'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DI8214 ***********************************************************************
 DI8214  DESIGNATION -  0303 M 2
 DI8214  PID         -  DI8214
 DI8214  STATE/COUNTY-  MN/BECKER
 DI8214  COUNTRY     -  US
 DI8214  USGS QUAD   -  HEIGHT OF LAND LAKE (2019)
 DI8214
 DI8214                         *CURRENT SURVEY CONTROL
 DI8214  ______________________________________________________________________
 DI8214* NAD 83(1986) POSITION- 46 55 02.21   (N) 095 30 27.81   (W)   HD_HELD1
 DI8214* NAVD 88 ORTHO HEIGHT -   485.160 (meters)     1591.73  (feet) ADJUSTED
 DI8214  ______________________________________________________________________
 DI8214  GEOID HEIGHT    -        -26.636 (meters)                     GEOID18
 DI8214  DYNAMIC HEIGHT  -        485.195 (meters)     1591.84  (feet) COMP
 DI8214  MODELED GRAVITY -    980,671.5   (mgal)                       NAVD 88
 DI8214
 DI8214  VERT ORDER      -  SECOND    CLASS I
 DI8214
 DI8214.The horizontal coordinates were determined by differentially corrected
 DI8214.hand held GPS observations or other comparable positioning techniques
 DI8214.and have an estimated accuracy of +/- 3 meters.
 DI8214
 DI8214.The orthometric height was determined by differential leveling and
 DI8214.adjusted by the NATIONAL GEODETIC SURVEY
 DI8214.in August 2019.
 DI8214
 DI8214.Significant digits in the geoid height do not necessarily reflect accuracy.
 DI8214.GEOID18 height accuracy estimate available here.
 DI8214
 DI8214.Click photographs - Photos may exist for this station.
 DI8214
 DI8214.The dynamic height is computed by dividing the NAVD 88
 DI8214.geopotential number by the normal gravity value computed on the
 DI8214.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DI8214.degrees latitude (g = 980.6199 gals.).
 DI8214
 DI8214.The modeled gravity was interpolated from observed gravity values.
 DI8214
 DI8214;                    North         East    Units  Estimated Accuracy
 DI8214;SPC MN C     -   313,865.1     704,201.5     MT  (+/- 3 meters HH1 GPS) 
 DI8214
 DI8214_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUM0905899024(NAD 83)
 DI8214
 DI8214                          SUPERSEDED SURVEY CONTROL
 DI8214
 DI8214  NAVD 88 (10/12/07)  485.136  (m)         1591.65   (f) SUPERSEDED  2 1
 DI8214
 DI8214.Superseded values are not recommended for survey control.
 DI8214
 DI8214.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DI8214.See file dsdata.pdf to determine how the superseded data were derived.
 DI8214
 DI8214_MARKER: DD = SURVEY DISK
 DI8214_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DI8214_STAMPING: 0303 M 2 2005
 DI8214_MARK LOGO: MNDT
 DI8214_PROJECTION: RECESSED 8 CENTIMETERS
 DI8214_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DI8214_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DI8214_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DI8214+SATELLITE: SATELLITE OBSERVATIONS - June 29, 2021
 DI8214_ROD/PIPE-DEPTH: 7.6 meters
 DI8214
 DI8214  HISTORY     - Date     Condition        Report By
 DI8214  HISTORY     - 2005     MONUMENTED       MNDT
 DI8214  HISTORY     - 20210629 GOOD             MNDT
 DI8214
 DI8214                          STATION DESCRIPTION
 DI8214
 DI8214'DESCRIBED BY MN DEPT OF TRANSP 2005
 DI8214'18.5 MILES EAST-NORTHEAST OF DETROIT LAKES, 16.40 MILES EAST-NORTHEAST
 DI8214'ALONG TRUNK HIGHWAY 34 AND TRUNK HIGHWAY 59, TO TRUNK HIGHWAY 34
 DI8214'MILEPOST 51.70, THEN 3.0 MILES NORTHEAST ON COUNTY ROAD 37, 49.6 FEET
 DI8214'NORTHWEST OF COUNTY ROAD 37, 26.9 FEET NORTHEAST OF ENTRANCE, 4.8 FEET
 DI8214'SOUTHEAST OF FENCE, 4.5 FEET SOUTHEAST OF WITNESS POST.
 DI8214
 DI8214                          STATION RECOVERY (2021)
 DI8214
 DI8214'RECOVERY NOTE BY MN DEPT OF TRANSP 2021 (DAS)
 DI8214'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DI8215 ***********************************************************************
 DI8215  DESIGNATION -  0303 M 3
 DI8215  PID         -  DI8215
 DI8215  STATE/COUNTY-  MN/BECKER
 DI8215  COUNTRY     -  US
 DI8215  USGS QUAD   -  PONSFORD (2019)
 DI8215
 DI8215                         *CURRENT SURVEY CONTROL
 DI8215  ______________________________________________________________________
 DI8215* NAD 83(1986) POSITION- 46 56 18.47   (N) 095 29 15.57   (W)   HD_HELD1
 DI8215* NAVD 88 ORTHO HEIGHT -   471.498 (meters)     1546.91  (feet) ADJUSTED
 DI8215  ______________________________________________________________________
 DI8215  GEOID HEIGHT    -        -26.647 (meters)                     GEOID18
 DI8215  DYNAMIC HEIGHT  -        471.535 (meters)     1547.03  (feet) COMP
 DI8215  MODELED GRAVITY -    980,677.9   (mgal)                       NAVD 88
 DI8215
 DI8215  VERT ORDER      -  SECOND    CLASS I
 DI8215
 DI8215.The horizontal coordinates were determined by differentially corrected
 DI8215.hand held GPS observations or other comparable positioning techniques
 DI8215.and have an estimated accuracy of +/- 3 meters.
 DI8215
 DI8215.The orthometric height was determined by differential leveling and
 DI8215.adjusted by the NATIONAL GEODETIC SURVEY
 DI8215.in August 2019.
 DI8215
 DI8215.Significant digits in the geoid height do not necessarily reflect accuracy.
 DI8215.GEOID18 height accuracy estimate available here.
 DI8215
 DI8215.Click photographs - Photos may exist for this station.
 DI8215
 DI8215.The dynamic height is computed by dividing the NAVD 88
 DI8215.geopotential number by the normal gravity value computed on the
 DI8215.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DI8215.degrees latitude (g = 980.6199 gals.).
 DI8215
 DI8215.The modeled gravity was interpolated from observed gravity values.
 DI8215
 DI8215;                    North         East    Units  Estimated Accuracy
 DI8215;SPC MN C     -   316,195.6     705,766.6     MT  (+/- 3 meters HH1 GPS) 
 DI8215
 DI8215_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUN1066101329(NAD 83)
 DI8215
 DI8215                          SUPERSEDED SURVEY CONTROL
 DI8215
 DI8215  NAVD 88 (10/12/07)  471.474  (m)         1546.83   (f) SUPERSEDED  2 1
 DI8215
 DI8215.Superseded values are not recommended for survey control.
 DI8215
 DI8215.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DI8215.See file dsdata.pdf to determine how the superseded data were derived.
 DI8215
 DI8215_MARKER: DD = SURVEY DISK
 DI8215_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DI8215_STAMPING: 0303 M 3 2005
 DI8215_MARK LOGO: MNDT
 DI8215_PROJECTION: RECESSED 8 CENTIMETERS
 DI8215_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DI8215_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DI8215_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DI8215+SATELLITE: SATELLITE OBSERVATIONS - June 29, 2021
 DI8215_ROD/PIPE-DEPTH: 7.6 meters
 DI8215
 DI8215  HISTORY     - Date     Condition        Report By
 DI8215  HISTORY     - 2005     MONUMENTED       MNDT
 DI8215  HISTORY     - 20210629 GOOD             MNDT
 DI8215
 DI8215                          STATION DESCRIPTION
 DI8215
 DI8215'DESCRIBED BY MN DEPT OF TRANSP 2005
 DI8215'5.5 MILES SOUTHWEST OF PONSFORD, 3.45 MILES WEST ALONG COUNTY ROAD 26
 DI8215'FROM THE JUNCTION OF COUNTY ROAD 26 AND COUNTY ROAD 129 EAST IN
 DI8215'PONSFORD, THEN 2.25 MILES SOUTHERLY ON COUNTY ROAD 37, ON WEST SIDE OF
 DI8215'SHELL LAKE, 58.8 FEET WEST-NORTHWEST OF COUNTY ROAD 37, 80 FEET
 DI8215'NORTH-NORTHEAST OF DRIVEWAY NUMBER 25350, 1.5 FEET EAST-SOUTHEAST OF
 DI8215'WITNESS POST.
 DI8215
 DI8215                          STATION RECOVERY (2021)
 DI8215
 DI8215'RECOVERY NOTE BY MN DEPT OF TRANSP 2021 (DAS)
 DI8215'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DI8216 ***********************************************************************
 DI8216  DESIGNATION -  0303 M 4
 DI8216  PID         -  DI8216
 DI8216  STATE/COUNTY-  MN/BECKER
 DI8216  COUNTRY     -  US
 DI8216  USGS QUAD   -  PONSFORD (2019)
 DI8216
 DI8216                         *CURRENT SURVEY CONTROL
 DI8216  ______________________________________________________________________
 DI8216* NAD 83(1986) POSITION- 46 57 21.6    (N) 095 28 24.6    (W)   HD_HELD2
 DI8216* NAVD 88 ORTHO HEIGHT -   464.179 (meters)     1522.89  (feet) ADJUSTED
 DI8216  ______________________________________________________________________
 DI8216  GEOID HEIGHT    -        -26.664 (meters)                     GEOID18
 DI8216  DYNAMIC HEIGHT  -        464.217 (meters)     1523.02  (feet) COMP
 DI8216  MODELED GRAVITY -    980,681.3   (mgal)                       NAVD 88
 DI8216
 DI8216  VERT ORDER      -  SECOND    CLASS I
 DI8216
 DI8216.The horizontal coordinates were established by autonomous hand held GPS
 DI8216.observations and have an estimated accuracy of +/- 10 meters.
 DI8216
 DI8216.The orthometric height was determined by differential leveling and
 DI8216.adjusted by the NATIONAL GEODETIC SURVEY
 DI8216.in August 2019.
 DI8216
 DI8216.Significant digits in the geoid height do not necessarily reflect accuracy.
 DI8216.GEOID18 height accuracy estimate available here.
 DI8216
 DI8216.Click photographs - Photos may exist for this station.
 DI8216
 DI8216.The dynamic height is computed by dividing the NAVD 88
 DI8216.geopotential number by the normal gravity value computed on the
 DI8216.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DI8216.degrees latitude (g = 980.6199 gals.).
 DI8216
 DI8216.The modeled gravity was interpolated from observed gravity values.
 DI8216
 DI8216;                    North         East    Units  Estimated Accuracy
 DI8216;SPC MN C     -   318,128.      706,875.      MT  (+/- 10 meters HH2 GPS)
 DI8216
 DI8216_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUN1180003244(NAD 83)
 DI8216
 DI8216                          SUPERSEDED SURVEY CONTROL
 DI8216
 DI8216  NAVD 88 (10/12/07)  464.156  (m)         1522.82   (f) SUPERSEDED  2 1
 DI8216
 DI8216.Superseded values are not recommended for survey control.
 DI8216
 DI8216.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DI8216.See file dsdata.pdf to determine how the superseded data were derived.
 DI8216
 DI8216_MARKER: DD = SURVEY DISK
 DI8216_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DI8216_STAMPING: 0303 M 4 2005
 DI8216_MARK LOGO: MNDT
 DI8216_PROJECTION: RECESSED 8 CENTIMETERS
 DI8216_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DI8216_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DI8216_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DI8216+SATELLITE: SATELLITE OBSERVATIONS - 2005
 DI8216_ROD/PIPE-DEPTH: 18.3 meters
 DI8216
 DI8216  HISTORY     - Date     Condition        Report By
 DI8216  HISTORY     - 2005     MONUMENTED       MNDT
 DI8216
 DI8216                          STATION DESCRIPTION
 DI8216
 DI8216'DESCRIBED BY MN DEPT OF TRANSP 2005
 DI8216'5.0 MILES WEST OF PONSFORD, 3.45 MILES WEST ALONG COUNTY ROAD 26 FROM
 DI8216'THE JUNCTION OF COUNTY ROAD 26 AND COUNTY ROAD 129 EAST IN PONSFORD,
 DI8216'THEN 1.70 MILES SOUTHERLY ON COUNTY ROAD 37, 51.3 FEET NORTH-NORTHWEST
 DI8216'OF COUNTY ROAD 37, 64.9 FEET EAST-NORTHEAST OF POWER POLE, 1.7 FEET
 DI8216'SOUTH-SOUTHEAST OF FENCE, 1.5 FEET EAST-NORTHEAST OF WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DI8217 ***********************************************************************
 DI8217  DESIGNATION -  0303 M 5
 DI8217  PID         -  DI8217
 DI8217  STATE/COUNTY-  MN/BECKER
 DI8217  COUNTRY     -  US
 DI8217  USGS QUAD   -  PONSFORD (2019)
 DI8217
 DI8217                         *CURRENT SURVEY CONTROL
 DI8217  ______________________________________________________________________
 DI8217* NAD 83(1986) POSITION- 46 58 09.9    (N) 095 27 24.2    (W)   HD_HELD2
 DI8217* NAVD 88 ORTHO HEIGHT -   473.645 (meters)     1553.95  (feet) ADJUSTED
 DI8217  ______________________________________________________________________
 DI8217  GEOID HEIGHT    -        -26.686 (meters)                     GEOID18
 DI8217  DYNAMIC HEIGHT  -        473.685 (meters)     1554.08  (feet) COMP
 DI8217  MODELED GRAVITY -    980,682.8   (mgal)                       NAVD 88
 DI8217
 DI8217  VERT ORDER      -  SECOND    CLASS I
 DI8217
 DI8217.The horizontal coordinates were established by autonomous hand held GPS
 DI8217.observations and have an estimated accuracy of +/- 10 meters.
 DI8217
 DI8217.The orthometric height was determined by differential leveling and
 DI8217.adjusted by the NATIONAL GEODETIC SURVEY
 DI8217.in August 2019.
 DI8217
 DI8217.Significant digits in the geoid height do not necessarily reflect accuracy.
 DI8217.GEOID18 height accuracy estimate available here.
 DI8217
 DI8217.Click photographs - Photos may exist for this station.
 DI8217
 DI8217.The dynamic height is computed by dividing the NAVD 88
 DI8217.geopotential number by the normal gravity value computed on the
 DI8217.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DI8217.degrees latitude (g = 980.6199 gals.).
 DI8217
 DI8217.The modeled gravity was interpolated from observed gravity values.
 DI8217
 DI8217;                    North         East    Units  Estimated Accuracy
 DI8217;SPC MN C     -   319,600.      708,174.      MT  (+/- 10 meters HH2 GPS)
 DI8217
 DI8217_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUN1312304695(NAD 83)
 DI8217
 DI8217                          SUPERSEDED SURVEY CONTROL
 DI8217
 DI8217  NAVD 88 (10/12/07)  473.622  (m)         1553.87   (f) SUPERSEDED  2 1
 DI8217
 DI8217.Superseded values are not recommended for survey control.
 DI8217
 DI8217.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DI8217.See file dsdata.pdf to determine how the superseded data were derived.
 DI8217
 DI8217_MARKER: DD = SURVEY DISK
 DI8217_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DI8217_STAMPING: 0303 M 5 2005
 DI8217_MARK LOGO: MNDT
 DI8217_PROJECTION: RECESSED 5 CENTIMETERS
 DI8217_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DI8217_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DI8217_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DI8217+SATELLITE: SATELLITE OBSERVATIONS - June 29, 2021
 DI8217_ROD/PIPE-DEPTH: 16.8 meters
 DI8217
 DI8217  HISTORY     - Date     Condition        Report By
 DI8217  HISTORY     - 2005     MONUMENTED       MNDT
 DI8217  HISTORY     - 20210629 POOR             MNDT
 DI8217
 DI8217                          STATION DESCRIPTION
 DI8217
 DI8217'DESCRIBED BY MN DEPT OF TRANSP 2005
 DI8217'3.5 MILES WEST OF PONSFORD, 3.45 MILES WEST ALONG COUNTY ROAD 26 FROM
 DI8217'THE JUNCTION OF COUNTY ROAD 26 AND COUNTY ROAD 129 EAST IN PONSFORD,
 DI8217'59.6 FEET WEST OF COUNTY ROAD 37, 63.9 FEET NORTH OF COUNTY ROAD 26,
 DI8217'7.2 FEET WEST-NORTHWEST OF TELEPHONE PEDESTAL, 1.5 FEET SOUTH OF
 DI8217'WITNESS POST.
 DI8217
 DI8217                          STATION RECOVERY (2021)
 DI8217
 DI8217'RECOVERY NOTE BY MN DEPT OF TRANSP 2021 (DAS)
 DI8217'3.5 MI (5.6 KM) WEST OF PONSFORD, 3.45 MI (5.55 KM) WEST ALONG COUNTY
 DI8217'ROAD 26 FROM THE JUNCTION OF COUNTY ROAD 26 AND COUNTY ROAD 129 EAST
 DI8217'IN PONSFORD, 59.6 FT (18.2 M) WEST OF COUNTY ROAD 37, 63.9 FT (19.5 M)
 DI8217'NORTH OF COUNTY ROAD 26, 7.2 FT (2.2 M) WEST-NORTHWEST OF A TELEPHONE
 DI8217'PEDESTAL, 1.5 FT (0.5 M) SOUTH OF A WITNESS POST.  FOUND CAP LOOSE.
 DI8217'USE WITH CAUTION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DI8219 ***********************************************************************
 DI8219  DESIGNATION -  0303 M 6
 DI8219  PID         -  DI8219
 DI8219  STATE/COUNTY-  MN/BECKER
 DI8219  COUNTRY     -  US
 DI8219  USGS QUAD   -  PONSFORD (2019)
 DI8219
 DI8219                         *CURRENT SURVEY CONTROL
 DI8219  ______________________________________________________________________
 DI8219* NAD 83(1986) POSITION- 46 59 23.36   (N) 095 29 53.66   (W)   HD_HELD1
 DI8219* NAVD 88 ORTHO HEIGHT -   469.640 (meters)     1540.81  (feet) ADJUSTED
 DI8219  ______________________________________________________________________
 DI8219  GEOID HEIGHT    -        -26.673 (meters)                     GEOID18
 DI8219  DYNAMIC HEIGHT  -        469.681 (meters)     1540.95  (feet) COMP
 DI8219  MODELED GRAVITY -    980,685.8   (mgal)                       NAVD 88
 DI8219
 DI8219  VERT ORDER      -  SECOND    CLASS I
 DI8219
 DI8219.The horizontal coordinates were determined by differentially corrected
 DI8219.hand held GPS observations or other comparable positioning techniques
 DI8219.and have an estimated accuracy of +/- 3 meters.
 DI8219
 DI8219.The orthometric height was determined by differential leveling and
 DI8219.adjusted by the NATIONAL GEODETIC SURVEY
 DI8219.in August 2019.
 DI8219
 DI8219.Significant digits in the geoid height do not necessarily reflect accuracy.
 DI8219.GEOID18 height accuracy estimate available here.
 DI8219
 DI8219.Click photographs - Photos may exist for this station.
 DI8219
 DI8219.The dynamic height is computed by dividing the NAVD 88
 DI8219.geopotential number by the normal gravity value computed on the
 DI8219.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DI8219.degrees latitude (g = 980.6199 gals.).
 DI8219
 DI8219.The modeled gravity was interpolated from observed gravity values.
 DI8219
 DI8219;                    North         East    Units  Estimated Accuracy
 DI8219;SPC MN C     -   321,917.0     705,051.0     MT  (+/- 3 meters HH1 GPS) 
 DI8219
 DI8219_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUN1003707062(NAD 83)
 DI8219
 DI8219                          SUPERSEDED SURVEY CONTROL
 DI8219
 DI8219  NAVD 88 (10/12/07)  469.616  (m)         1540.73   (f) SUPERSEDED  2 1
 DI8219
 DI8219.Superseded values are not recommended for survey control.
 DI8219
 DI8219.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DI8219.See file dsdata.pdf to determine how the superseded data were derived.
 DI8219
 DI8219_MARKER: DD = SURVEY DISK
 DI8219_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DI8219_STAMPING: 0303 M 6 2005
 DI8219_MARK LOGO: MNDT
 DI8219_PROJECTION: RECESSED 5 CENTIMETERS
 DI8219_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DI8219_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DI8219_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DI8219+SATELLITE: SATELLITE OBSERVATIONS - June 29, 2021
 DI8219_ROD/PIPE-DEPTH: 6.1 meters
 DI8219
 DI8219  HISTORY     - Date     Condition        Report By
 DI8219  HISTORY     - 2005     MONUMENTED       MNDT
 DI8219  HISTORY     - 20210629 GOOD             MNDT
 DI8219
 DI8219                          STATION DESCRIPTION
 DI8219
 DI8219'DESCRIBED BY MN DEPT OF TRANSP 2005
 DI8219'6.5 MILES WEST-NORTHWEST OF PONSFORD, 3.45 MILES WEST ALONG COUNTY
 DI8219'ROAD 26 FROM THE JUNCTION OF COUNTY ROAD 26 AND COUNTY ROAD 129 EAST
 DI8219'IN PONSFORD, THEN 1.10 MILES NORTH ON COUNTY ROAD 37, THEN 1.95 MILES
 DI8219'WEST-NORTHWEST ON COUNTY ROAD 35, 88.5 FEET NORTHEAST OF COUNTY ROAD
 DI8219'35, 43.4 FEET NORTH OF EXTENDED ENTRANCE, 39.7 FEET SOUTHEAST OF
 DI8219'SOUTHEAST CORNER OF ELECTRICAL BOX, 1.5 FEET WEST OF WITNESS POST.
 DI8219
 DI8219                          STATION RECOVERY (2021)
 DI8219
 DI8219'RECOVERY NOTE BY MN DEPT OF TRANSP 2021 (DAS)
 DI8219'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DI8220 ***********************************************************************
 DI8220  DESIGNATION -  0303 M 7
 DI8220  PID         -  DI8220
 DI8220  STATE/COUNTY-  MN/BECKER
 DI8220  COUNTRY     -  US
 DI8220  USGS QUAD   -  MANY POINT LAKE (2019)
 DI8220
 DI8220                         *CURRENT SURVEY CONTROL
 DI8220  ______________________________________________________________________
 DI8220* NAD 83(1986) POSITION- 47 00 12.8    (N) 095 31 29.8    (W)   HD_HELD2
 DI8220* NAVD 88 ORTHO HEIGHT -   464.122 (meters)     1522.71  (feet) ADJUSTED
 DI8220  ______________________________________________________________________
 DI8220  GEOID HEIGHT    -        -26.688 (meters)                     GEOID18
 DI8220  DYNAMIC HEIGHT  -        464.162 (meters)     1522.84  (feet) COMP
 DI8220  MODELED GRAVITY -    980,684.7   (mgal)                       NAVD 88
 DI8220
 DI8220  VERT ORDER      -  SECOND    CLASS I
 DI8220
 DI8220.The horizontal coordinates were established by autonomous hand held GPS
 DI8220.observations and have an estimated accuracy of +/- 10 meters.
 DI8220
 DI8220.The orthometric height was determined by differential leveling and
 DI8220.adjusted by the NATIONAL GEODETIC SURVEY
 DI8220.in August 2019.
 DI8220
 DI8220.Significant digits in the geoid height do not necessarily reflect accuracy.
 DI8220.GEOID18 height accuracy estimate available here.
 DI8220
 DI8220.Click photographs - Photos may exist for this station.
 DI8220
 DI8220.The dynamic height is computed by dividing the NAVD 88
 DI8220.geopotential number by the normal gravity value computed on the
 DI8220.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DI8220.degrees latitude (g = 980.6199 gals.).
 DI8220
 DI8220.The modeled gravity was interpolated from observed gravity values.
 DI8220
 DI8220;                    North         East    Units  Estimated Accuracy
 DI8220;SPC MN C     -   323,476.      703,044.      MT  (+/- 10 meters HH2 GPS)
 DI8220
 DI8220_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUN0805608653(NAD 83)
 DI8220
 DI8220                          SUPERSEDED SURVEY CONTROL
 DI8220
 DI8220  NAVD 88 (10/12/07)  464.098  (m)         1522.63   (f) SUPERSEDED  2 1
 DI8220
 DI8220.Superseded values are not recommended for survey control.
 DI8220
 DI8220.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DI8220.See file dsdata.pdf to determine how the superseded data were derived.
 DI8220
 DI8220_MARKER: DD = SURVEY DISK
 DI8220_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DI8220_STAMPING: 0303 M 7 2005
 DI8220_MARK LOGO: MNDT
 DI8220_PROJECTION: FLUSH
 DI8220_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DI8220_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DI8220_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DI8220+SATELLITE: SATELLITE OBSERVATIONS - 2005
 DI8220_ROD/PIPE-DEPTH: 12.2 meters
 DI8220
 DI8220  HISTORY     - Date     Condition        Report By
 DI8220  HISTORY     - 2005     MONUMENTED       MNDT
 DI8220
 DI8220                          STATION DESCRIPTION
 DI8220
 DI8220'DESCRIBED BY MN DEPT OF TRANSP 2005
 DI8220'7.5 MILES NORTHWEST OF PONSFORD, 3.45 MILES WEST ALONG COUNTY ROAD 26
 DI8220'FROM THE JUNCTION OF COUNTY ROAD 26 AND COUNTY ROAD 129 EAST IN
 DI8220'PONSFORD, THEN 1.10 MILES NORTH ON COUNTY ROAD 37, THEN 3.7 MILES
 DI8220'NORTHWEST ON COUNTY ROAD 35,  74.3 FEET SOUTHWEST OF COUNTY ROAD 35,
 DI8220'38.2 FEET SOUTH-SOUTHWEST OF SOUTH ICE CRACKING ROAD, 1.1 FEET
 DI8220'NORTHEAST OF WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DI8221 ***********************************************************************
 DI8221  DESIGNATION -  0303 M 8
 DI8221  PID         -  DI8221
 DI8221  STATE/COUNTY-  MN/BECKER
 DI8221  COUNTRY     -  US
 DI8221  USGS QUAD   -  MANY POINT LAKE (2019)
 DI8221
 DI8221                         *CURRENT SURVEY CONTROL
 DI8221  ______________________________________________________________________
 DI8221* NAD 83(1986) POSITION- 47 01 29.18   (N) 095 32 15.38   (W)   HD_HELD1
 DI8221* NAVD 88 ORTHO HEIGHT -   468.966 (meters)     1538.60  (feet) ADJUSTED
 DI8221  ______________________________________________________________________
 DI8221  GEOID HEIGHT    -        -26.716 (meters)                     GEOID18
 DI8221  DYNAMIC HEIGHT  -        469.008 (meters)     1538.74  (feet) COMP
 DI8221  MODELED GRAVITY -    980,686.3   (mgal)                       NAVD 88
 DI8221
 DI8221  VERT ORDER      -  SECOND    CLASS I
 DI8221
 DI8221.The horizontal coordinates were determined by differentially corrected
 DI8221.hand held GPS observations or other comparable positioning techniques
 DI8221.and have an estimated accuracy of +/- 3 meters.
 DI8221
 DI8221.The orthometric height was determined by differential leveling and
 DI8221.adjusted by the NATIONAL GEODETIC SURVEY
 DI8221.in August 2019.
 DI8221
 DI8221.Significant digits in the geoid height do not necessarily reflect accuracy.
 DI8221.GEOID18 height accuracy estimate available here.
 DI8221
 DI8221.Click photographs - Photos may exist for this station.
 DI8221
 DI8221.The dynamic height is computed by dividing the NAVD 88
 DI8221.geopotential number by the normal gravity value computed on the
 DI8221.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DI8221.degrees latitude (g = 980.6199 gals.).
 DI8221
 DI8221.The modeled gravity was interpolated from observed gravity values.
 DI8221
 DI8221;                    North         East    Units  Estimated Accuracy
 DI8221;SPC MN C     -   325,849.8     702,120.0     MT  (+/- 3 meters HH1 GPS) 
 DI8221
 DI8221_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUN0717011042(NAD 83)
 DI8221
 DI8221                          SUPERSEDED SURVEY CONTROL
 DI8221
 DI8221  NAVD 88 (10/12/07)  468.943  (m)         1538.52   (f) SUPERSEDED  2 1
 DI8221
 DI8221.Superseded values are not recommended for survey control.
 DI8221
 DI8221.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DI8221.See file dsdata.pdf to determine how the superseded data were derived.
 DI8221
 DI8221_MARKER: DD = SURVEY DISK
 DI8221_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DI8221_STAMPING: 0303 M 8 2005
 DI8221_MARK LOGO: MNDT
 DI8221_PROJECTION: RECESSED 8 CENTIMETERS
 DI8221_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DI8221_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DI8221_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DI8221+SATELLITE: SATELLITE OBSERVATIONS - June 28, 2021
 DI8221_ROD/PIPE-DEPTH: 9.8 meters
 DI8221
 DI8221  HISTORY     - Date     Condition        Report By
 DI8221  HISTORY     - 2005     MONUMENTED       MNDT
 DI8221  HISTORY     - 20210628 GOOD             MNDT
 DI8221
 DI8221                          STATION DESCRIPTION
 DI8221
 DI8221'DESCRIBED BY MN DEPT OF TRANSP 2005
 DI8221'8.0 MILES NORTHWEST OF PONSFORD, 3.45 MILES WEST ALONG COUNTY ROAD 26
 DI8221'FROM THE JUNCTION OF COUNTY ROAD 26 AND COUNTY ROAD 129 EAST IN
 DI8221'PONSFORD, THEN 1.10 MILES NORTH ON COUNTY ROAD 37, THEN 5.40 MILES
 DI8221'NORTHWEST ON COUNTY ROAD 35,  58.9 FEET NORTHEAST OF COUNTY ROAD 35,
 DI8221'56.6 FEET SOUTHEAST OF DRIVEWAY NUMBER 31359, 1.3 FEET SOUTHWEST OF
 DI8221'WITNESS POST.
 DI8221
 DI8221                          STATION RECOVERY (2021)
 DI8221
 DI8221'RECOVERY NOTE BY MN DEPT OF TRANSP 2021 (DAS)
 DI8221'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DI8222 ***********************************************************************
 DI8222  DESIGNATION -  0303 M 9
 DI8222  PID         -  DI8222
 DI8222  STATE/COUNTY-  MN/BECKER
 DI8222  COUNTRY     -  US
 DI8222  USGS QUAD   -  MANY POINT LAKE (2019)
 DI8222
 DI8222                         *CURRENT SURVEY CONTROL
 DI8222  ______________________________________________________________________
 DI8222* NAD 83(1986) POSITION- 47 01 22.0    (N) 095 33 04.5    (W)   HD_HELD2
 DI8222* NAVD 88 ORTHO HEIGHT -   463.783 (meters)     1521.59  (feet) ADJUSTED
 DI8222  ______________________________________________________________________
 DI8222  GEOID HEIGHT    -        -26.722 (meters)                     GEOID18
 DI8222  DYNAMIC HEIGHT  -        463.823 (meters)     1521.73  (feet) COMP
 DI8222  MODELED GRAVITY -    980,683.9   (mgal)                       NAVD 88
 DI8222
 DI8222  VERT ORDER      -  SECOND    CLASS I
 DI8222
 DI8222.The horizontal coordinates were established by autonomous hand held GPS
 DI8222.observations and have an estimated accuracy of +/- 10 meters.
 DI8222
 DI8222.The orthometric height was determined by differential leveling and
 DI8222.adjusted by the NATIONAL GEODETIC SURVEY
 DI8222.in August 2019.
 DI8222
 DI8222.Significant digits in the geoid height do not necessarily reflect accuracy.
 DI8222.GEOID18 height accuracy estimate available here.
 DI8222
 DI8222.Click photographs - Photos may exist for this station.
 DI8222
 DI8222.The dynamic height is computed by dividing the NAVD 88
 DI8222.geopotential number by the normal gravity value computed on the
 DI8222.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DI8222.degrees latitude (g = 980.6199 gals.).
 DI8222
 DI8222.The modeled gravity was interpolated from observed gravity values.
 DI8222
 DI8222;                    North         East    Units  Estimated Accuracy
 DI8222;SPC MN C     -   325,645.      701,079.      MT  (+/- 10 meters HH2 GPS)
 DI8222
 DI8222_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUN0612610854(NAD 83)
 DI8222
 DI8222                          SUPERSEDED SURVEY CONTROL
 DI8222
 DI8222  NAVD 88 (10/12/07)  463.760  (m)         1521.52   (f) SUPERSEDED  2 1
 DI8222
 DI8222.Superseded values are not recommended for survey control.
 DI8222
 DI8222.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DI8222.See file dsdata.pdf to determine how the superseded data were derived.
 DI8222
 DI8222_MARKER: DD = SURVEY DISK
 DI8222_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DI8222_STAMPING: 0303 M 9 2005
 DI8222_MARK LOGO: MNDT
 DI8222_PROJECTION: FLUSH
 DI8222_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DI8222_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DI8222_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DI8222+SATELLITE: SATELLITE OBSERVATIONS - 2005
 DI8222_ROD/PIPE-DEPTH: 18.3 meters
 DI8222
 DI8222  HISTORY     - Date     Condition        Report By
 DI8222  HISTORY     - 2005     MONUMENTED       MNDT
 DI8222
 DI8222                          STATION DESCRIPTION
 DI8222
 DI8222'DESCRIBED BY MN DEPT OF TRANSP 2005
 DI8222'9.0 MILES WEST-NORTHWEST OF PONSFORD, 3.45 MILES WEST ALONG COUNTY
 DI8222'ROAD 26 FROM THE JUNCTION OF COUNTY ROAD 26 AND COUNTY ROAD 129 EAST
 DI8222'IN PONSFORD, THEN 1.10 MILES NORTH ON COUNTY ROAD 37, THEN 5.85 MILES
 DI8222'NORTHWEST ON COUNTY ROAD 35, THEN 0.40 MILES SOUTHWEST ON COUNTY ROAD
 DI8222'143, 73.1 FEET NORTHWEST OF COUNTY ROAD 143, 5.3 FEET NORTHEAST OF
 DI8222'EAST LEG OF TAMARC NATIONAL WILDLIFE REFUGE SIGN POST, 1.3 FEET
 DI8222'SOUTHEAST OF WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DQ4274 ***********************************************************************
 DQ4274  DESIGNATION -  0303 M RESET
 DQ4274  PID         -  DQ4274
 DQ4274  STATE/COUNTY-  MN/BECKER
 DQ4274  COUNTRY     -  US
 DQ4274  USGS QUAD   -  HEIGHT OF LAND LAKE (2019)
 DQ4274
 DQ4274                         *CURRENT SURVEY CONTROL
 DQ4274  ______________________________________________________________________
 DQ4274* NAD 83(2011) POSITION- 46 53 01.63934(N) 095 31 40.64566(W)   ADJUSTED
 DQ4274* NAD 83(2011) ELLIP HT-   437.337 (meters)        (06/20/23)   ADJUSTED
 DQ4274* NAD 83(2011) EPOCH   -  2010.00
 DQ4274* NAVD 88 ORTHO HEIGHT -   464.005 (meters)     1522.32  (feet) ADJUSTED
 DQ4274  ______________________________________________________________________
 DQ4274  GEOID HEIGHT    -        -26.644 (meters)                     GEOID18
 DQ4274  NAD 83(2011) X  -   -420,720.446 (meters)                     COMP
 DQ4274  NAD 83(2011) Y  - -4,347,114.631 (meters)                     COMP
 DQ4274  NAD 83(2011) Z  -  4,633,263.599 (meters)                     COMP
 DQ4274  LAPLACE CORR    -          1.24  (seconds)                    DEFLEC18
 DQ4274  DYNAMIC HEIGHT  -        464.035 (meters)     1522.42  (feet) COMP
 DQ4274  MODELED GRAVITY -    980,663.5   (mgal)                       NAVD 88
 DQ4274
 DQ4274  VERT ORDER      -  SECOND    CLASS I
 DQ4274
 DQ4274  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DQ4274  Standards:
 DQ4274         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DQ4274            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DQ4274  -------------------------------------------------------------------
 DQ4274  NETWORK    0.86   1.82           0.39   0.30   0.93      0.01401695
 DQ4274  -------------------------------------------------------------------
 DQ4274  Click here for local accuracies and other accuracy information.
 DQ4274
 DQ4274.The horizontal coordinates were established by GPS observations
 DQ4274.and adjusted by the MN DEPT OF TRANSP in June 2023.
 DQ4274
 DQ4274.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DQ4274.been affixed to the stable North American tectonic plate. See 
 DQ4274.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DQ4274
 DQ4274.The horizontal coordinates are valid at the epoch date displayed above
 DQ4274.which is a decimal equivalence of Year/Month/Day.
 DQ4274
 DQ4274.The orthometric height was determined by differential leveling and
 DQ4274.adjusted by the NATIONAL GEODETIC SURVEY
 DQ4274.in August 2019.
 DQ4274
 DQ4274.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ4274.GEOID18 height accuracy estimate available here.
 DQ4274
 DQ4274.Click photographs - Photos may exist for this station.
 DQ4274
 DQ4274.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DQ4274
 DQ4274.The Laplace correction was computed from DEFLEC18 derived deflections.
 DQ4274
 DQ4274.The ellipsoidal height was determined by GPS observations
 DQ4274.and is referenced to NAD 83.
 DQ4274
 DQ4274.The dynamic height is computed by dividing the NAVD 88
 DQ4274.geopotential number by the normal gravity value computed on the
 DQ4274.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ4274.degrees latitude (g = 980.6199 gals.).
 DQ4274
 DQ4274.The modeled gravity was interpolated from observed gravity values.
 DQ4274
 DQ4274. The following values were computed from the NAD 83(2011) position.
 DQ4274
 DQ4274;                    North         East     Units Scale Factor Converg.
 DQ4274;SPC MN C     -   310,167.140   702,600.502   MT  0.99996791   -0 55 28.1
 DQ4274;SPC MN C     - 1,017,606.69  2,305,115.15   sFT  0.99996791   -0 55 28.1
 DQ4274;UTM  15      - 5,195,352.650   307,398.320   MT  1.00005595   -1 50 45.2
 DQ4274
 DQ4274!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DQ4274!SPC MN C     -   0.99993145  x   0.99996791  =   0.99989936
 DQ4274!UTM  15      -   0.99993145  x   1.00005595  =   0.99998740
 DQ4274
 DQ4274_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUM0739895352(NAD 83)
 DQ4274
 DQ4274                          SUPERSEDED SURVEY CONTROL
 DQ4274
 DQ4274.No superseded survey control is available for this station.
 DQ4274
 DQ4274_MARKER: I = METAL ROD
 DQ4274_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 DQ4274+WITH SETTING: INFORMATION.
 DQ4274_STAMPING: 0303 M RESET 2015
 DQ4274_MARK LOGO: MNDT
 DQ4274_PROJECTION: RECESSED 8 CENTIMETERS
 DQ4274_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DQ4274_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DQ4274_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ4274+SATELLITE: SATELLITE OBSERVATIONS - March 02, 2023
 DQ4274_ROD/PIPE-DEPTH: 3.0 meters
 DQ4274
 DQ4274  HISTORY     - Date     Condition        Report By
 DQ4274  HISTORY     - 20150820 MONUMENTED       MNDT
 DQ4274  HISTORY     - 20230302 GOOD             MNDT
 DQ4274
 DQ4274                          STATION DESCRIPTION
 DQ4274
 DQ4274'DESCRIBED BY MN DEPT OF TRANSP 2015
 DQ4274'THE MARK IS LOCATED ABOUT 13.0 MI (20.9 KM) WEST OF OSAGE, 12.9 MI
 DQ4274'(20.8 KM) WEST ALONG TRUNK HIGHWAY 34  FROM THE JUNCTION OF TRUNK
 DQ4274'HIGHWAY 34 AND TRUNK HIGHWAY 225 (JUNCTION IS 0.6 MI (1.0 KM) WEST OF
 DQ4274'OSAGE), AT TRUNK HIGHWAY 34 MILE POINT 52.10, 88.0 FT (26.8 M) SOUTH
 DQ4274'OF TRUNK HIGHWAY 34, 63.0 FT (19.2 M) EAST OF ENTRANCE TO SIVERTSON
 DQ4274'LAKE PUBLIC ACCESS, 2.5 FT (0.8 M) WEST OF A WITNESS POST.
 DQ4274
 DQ4274                          STATION RECOVERY (2023)
 DQ4274
 DQ4274'RECOVERY NOTE BY MN DEPT OF TRANSP 2023 (AXD)
 DQ4274'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DR9163 ***********************************************************************
 DR9163  HT_MOD      -  This is a Height Modernization Survey Station.
 DR9163  DESIGNATION -  0303 N RESET
 DR9163  PID         -  DR9163
 DR9163  STATE/COUNTY-  MN/BECKER
 DR9163  COUNTRY     -  US
 DR9163  USGS QUAD   -  HEIGHT OF LAND LAKE (2019)
 DR9163
 DR9163                         *CURRENT SURVEY CONTROL
 DR9163  ______________________________________________________________________
 DR9163* NAD 83(2011) POSITION- 46 53 03.17057(N) 095 31 02.63154(W)   ADJUSTED
 DR9163* NAD 83(2011) ELLIP HT-   442.103 (meters)        (06/20/23)   ADJUSTED
 DR9163* NAD 83(2011) EPOCH   -  2010.00
 DR9163* NAVD 88 ORTHO HEIGHT -   468.77  (meters)     1538.0   (feet) GPS OBS
 DR9163  ______________________________________________________________________
 DR9163  GEOID HEIGHT    -        -26.640 (meters)                     GEOID18
 DR9163  NAD 83(2011) X  -   -419,916.270 (meters)                     COMP
 DR9163  NAD 83(2011) Y  - -4,347,160.979 (meters)                     COMP
 DR9163  NAD 83(2011) Z  -  4,633,299.398 (meters)                     COMP
 DR9163  LAPLACE CORR    -          1.22  (seconds)                    DEFLEC18
 DR9163
 DR9163  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DR9163  Standards:
 DR9163         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DR9163            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DR9163  -------------------------------------------------------------------
 DR9163  NETWORK    0.91   1.96           0.41   0.32   1.00      0.02090193
 DR9163  -------------------------------------------------------------------
 DR9163  Click here for local accuracies and other accuracy information.
 DR9163
 DR9163.The horizontal coordinates were established by GPS observations
 DR9163.and adjusted by the MN DEPT OF TRANSP in June 2023.
 DR9163
 DR9163.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DR9163.been affixed to the stable North American tectonic plate. See 
 DR9163.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DR9163
 DR9163.The horizontal coordinates are valid at the epoch date displayed above
 DR9163.which is a decimal equivalence of Year/Month/Day.
 DR9163
 DR9163.The orthometric height was determined by GPS observations and a
 DR9163.high-resolution geoid model using precise GPS observation and
 DR9163.processing techniques.
 DR9163
 DR9163.Significant digits in the geoid height do not necessarily reflect accuracy.
 DR9163.GEOID18 height accuracy estimate available here.
 DR9163
 DR9163.Click photographs - Photos may exist for this station.
 DR9163
 DR9163.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DR9163
 DR9163.The Laplace correction was computed from DEFLEC18 derived deflections.
 DR9163
 DR9163.The ellipsoidal height was determined by GPS observations
 DR9163.and is referenced to NAD 83.
 DR9163
 DR9163. The following values were computed from the NAD 83(2011) position.
 DR9163
 DR9163;                    North         East     Units Scale Factor Converg.
 DR9163;SPC MN C     -   310,201.485   703,405.980   MT  0.99996799   -0 55 00.6
 DR9163;SPC MN C     - 1,017,719.37  2,307,757.79   sFT  0.99996799   -0 55 00.6
 DR9163;UTM  15      - 5,195,374.040   308,204.315   MT  1.00005214   -1 50 17.5
 DR9163
 DR9163!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DR9163!SPC MN C     -   0.99993070  x   0.99996799  =   0.99989870
 DR9163!UTM  15      -   0.99993070  x   1.00005214  =   0.99998284
 DR9163
 DR9163_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUM0820495374(NAD 83)
 DR9163
 DR9163                          SUPERSEDED SURVEY CONTROL
 DR9163
 DR9163.No superseded survey control is available for this station.
 DR9163
 DR9163_MARKER: I = METAL ROD
 DR9163_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DR9163_STAMPING: 0303 N RESET 2022
 DR9163_MARK LOGO: MNDT
 DR9163_PROJECTION: RECESSED 8 CENTIMETERS
 DR9163_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DR9163_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DR9163_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DR9163+SATELLITE: SATELLITE OBSERVATIONS - March 02, 2023
 DR9163_ROD/PIPE-DEPTH: 9.1 meters
 DR9163
 DR9163  HISTORY     - Date     Condition        Report By
 DR9163  HISTORY     - 20220622 MONUMENTED       MNDT
 DR9163  HISTORY     - 20230302 GOOD             MNDT
 DR9163
 DR9163                          STATION DESCRIPTION
 DR9163
 DR9163'DESCRIBED BY MN DEPT OF TRANSP 2023 (AXH)
 DR9163'12.5 MILES WEST OF OSAGE, 12.4 MILES WEST ALONG TRUNK HIGHWAY 34 FROM
 DR9163'THE JUNCTION OF TRUNK HIGHWAY 34 AND TRUNK HIGHWAY 225 (THE JUNCTION
 DR9163'IS 0.6 MILE WEST OF OSAGE), AT TRUNK HIGHWAY 34 MILEPOINT 52.60, 90.0
 DR9163'FEET SOUTH OF TRUNK HIGHWAY 34, 12.9 FEET NORTHWEST OF A POWER POLE,
 DR9163'35.0 FEET SOUTHEAST OF DRIVEWAY NUMBER 42093, 2.0 FEET EAST OF A
 DR9163'WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DQ4279 ***********************************************************************
 DQ4279  DESIGNATION -  0303 P RESET
 DQ4279  PID         -  DQ4279
 DQ4279  STATE/COUNTY-  MN/BECKER
 DQ4279  COUNTRY     -  US
 DQ4279  USGS QUAD   -  PONSFORD (2019)
 DQ4279
 DQ4279                         *CURRENT SURVEY CONTROL
 DQ4279  ______________________________________________________________________
 DQ4279* NAD 83(2011) POSITION- 46 53 25.56550(N) 095 25 21.99076(W)   ADJUSTED
 DQ4279* NAD 83(2011) ELLIP HT-   467.725 (meters)        (06/20/23)   ADJUSTED
 DQ4279* NAD 83(2011) EPOCH   -  2010.00
 DQ4279* NAVD 88 ORTHO HEIGHT -   494.366 (meters)     1621.93  (feet) ADJUSTED
 DQ4279  ______________________________________________________________________
 DQ4279  GEOID HEIGHT    -        -26.620 (meters)                     GEOID18
 DQ4279  NAD 83(2011) X  -   -412,690.422 (meters)                     COMP
 DQ4279  NAD 83(2011) Y  - -4,347,363.341 (meters)                     COMP
 DQ4279  NAD 83(2011) Z  -  4,633,790.772 (meters)                     COMP
 DQ4279  LAPLACE CORR    -         -1.28  (seconds)                    DEFLEC18
 DQ4279  DYNAMIC HEIGHT  -        494.409 (meters)     1622.07  (feet) COMP
 DQ4279  MODELED GRAVITY -    980,685.2   (mgal)                       NAVD 88
 DQ4279
 DQ4279  VERT ORDER      -  SECOND    CLASS I
 DQ4279
 DQ4279  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DQ4279  Standards:
 DQ4279         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DQ4279            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DQ4279  -------------------------------------------------------------------
 DQ4279  NETWORK    0.75   1.55           0.34   0.26   0.79      0.02292997
 DQ4279  -------------------------------------------------------------------
 DQ4279  Click here for local accuracies and other accuracy information.
 DQ4279
 DQ4279.The horizontal coordinates were established by GPS observations
 DQ4279.and adjusted by the MN DEPT OF TRANSP in June 2023.
 DQ4279
 DQ4279.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DQ4279.been affixed to the stable North American tectonic plate. See 
 DQ4279.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DQ4279
 DQ4279.The horizontal coordinates are valid at the epoch date displayed above
 DQ4279.which is a decimal equivalence of Year/Month/Day.
 DQ4279
 DQ4279.The orthometric height was determined by differential leveling and
 DQ4279.adjusted by the NATIONAL GEODETIC SURVEY
 DQ4279.in August 2019.
 DQ4279
 DQ4279.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ4279.GEOID18 height accuracy estimate available here.
 DQ4279
 DQ4279.Click photographs - Photos may exist for this station.
 DQ4279
 DQ4279.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DQ4279
 DQ4279.The Laplace correction was computed from DEFLEC18 derived deflections.
 DQ4279
 DQ4279.The ellipsoidal height was determined by GPS observations
 DQ4279.and is referenced to NAD 83.
 DQ4279
 DQ4279.The dynamic height is computed by dividing the NAVD 88
 DQ4279.geopotential number by the normal gravity value computed on the
 DQ4279.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ4279.degrees latitude (g = 980.6199 gals.).
 DQ4279
 DQ4279.The modeled gravity was interpolated from observed gravity values.
 DQ4279
 DQ4279. The following values were computed from the NAD 83(2011) position.
 DQ4279
 DQ4279;                    North         East     Units Scale Factor Converg.
 DQ4279;SPC MN C     -   310,781.858   710,627.268   MT  0.99996903   -0 50 54.1
 DQ4279;SPC MN C     - 1,019,623.48  2,331,449.63   sFT  0.99996903   -0 50 54.1
 DQ4279;UTM  15      - 5,195,838.280   315,434.484   MT  1.00001870   -1 46 09.3
 DQ4279
 DQ4279!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DQ4279!SPC MN C     -   0.99992669  x   0.99996903  =   0.99989572
 DQ4279!UTM  15      -   0.99992669  x   1.00001870  =   0.99994539
 DQ4279
 DQ4279_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUM1543495838(NAD 83)
 DQ4279
 DQ4279                          SUPERSEDED SURVEY CONTROL
 DQ4279
 DQ4279.No superseded survey control is available for this station.
 DQ4279
 DQ4279_MARKER: I = METAL ROD
 DQ4279_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DQ4279_STAMPING: 0303 P RESET 2015
 DQ4279_MARK LOGO: MNDT
 DQ4279_PROJECTION: RECESSED 8 CENTIMETERS
 DQ4279_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DQ4279_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ4279_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ4279+SATELLITE: SATELLITE OBSERVATIONS - March 01, 2023
 DQ4279_ROD/PIPE-DEPTH: 10.7 meters
 DQ4279
 DQ4279  HISTORY     - Date     Condition        Report By
 DQ4279  HISTORY     - 20150820 MONUMENTED       MNDT
 DQ4279  HISTORY     - 20230301 GOOD             MNDT
 DQ4279
 DQ4279                          STATION DESCRIPTION
 DQ4279
 DQ4279'DESCRIBED BY MN DEPT OF TRANSP 2015
 DQ4279'THE MARK IS LOCATED ABOUT 8.0 MI (12.9 KM) WEST OF OSAGE, 7.9 MI (12.7
 DQ4279'KM) WEST ALONG TRUNK HIGHWAY 34  FROM THE JUNCTION OF TRUNK HIGHWAY 34
 DQ4279'AND TRUNK HIGHWAY 225 (JUNCTION IS 0.6 MI (1.0 KM) WEST OF OSAGE), AT
 DQ4279'TRUNK HIGHWAY 34 MILE POINT 57.10, 146.0 FT (44.5 M) NORTH OF TRUNK
 DQ4279'HIGHWAY 34, 3.3 FT (1.0 M) SOUTH OF A FENCE LINE, 2.3 FT (0.7 M) EAST
 DQ4279'OF A WITNESS POST.
 DQ4279
 DQ4279                          STATION RECOVERY (2023)
 DQ4279
 DQ4279'RECOVERY NOTE BY MN DEPT OF TRANSP 2023 (AXH)
 DQ4279'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DQ4281 ***********************************************************************
 DQ4281  DESIGNATION -  0303 Q RESET
 DQ4281  PID         -  DQ4281
 DQ4281  STATE/COUNTY-  MN/BECKER
 DQ4281  COUNTRY     -  US
 DQ4281  USGS QUAD   -  PONSFORD (2019)
 DQ4281
 DQ4281                         *CURRENT SURVEY CONTROL
 DQ4281  ______________________________________________________________________
 DQ4281* NAD 83(2011) POSITION- 46 53 23.85304(N) 095 23 51.16309(W)   ADJUSTED
 DQ4281* NAD 83(2011) ELLIP HT-   472.877 (meters)        (06/20/23)   ADJUSTED
 DQ4281* NAD 83(2011) EPOCH   -  2010.00
 DQ4281* NAVD 88 ORTHO HEIGHT -   499.544 (meters)     1638.92  (feet) ADJUSTED
 DQ4281  ______________________________________________________________________
 DQ4281  GEOID HEIGHT    -        -26.637 (meters)                     GEOID18
 DQ4281  NAD 83(2011) X  -   -410,780.006 (meters)                     COMP
 DQ4281  NAD 83(2011) Y  - -4,347,586.588 (meters)                     COMP
 DQ4281  NAD 83(2011) Z  -  4,633,758.392 (meters)                     COMP
 DQ4281  LAPLACE CORR    -         -3.16  (seconds)                    DEFLEC18
 DQ4281  DYNAMIC HEIGHT  -        499.587 (meters)     1639.06  (feet) COMP
 DQ4281  MODELED GRAVITY -    980,682.4   (mgal)                       NAVD 88
 DQ4281
 DQ4281  VERT ORDER      -  SECOND    CLASS I
 DQ4281
 DQ4281  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DQ4281  Standards:
 DQ4281         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DQ4281            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DQ4281  -------------------------------------------------------------------
 DQ4281  NETWORK    0.75   1.53           0.34   0.26   0.78      0.02329682
 DQ4281  -------------------------------------------------------------------
 DQ4281  Click here for local accuracies and other accuracy information.
 DQ4281
 DQ4281.The horizontal coordinates were established by GPS observations
 DQ4281.and adjusted by the MN DEPT OF TRANSP in June 2023.
 DQ4281
 DQ4281.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DQ4281.been affixed to the stable North American tectonic plate. See 
 DQ4281.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DQ4281
 DQ4281.The horizontal coordinates are valid at the epoch date displayed above
 DQ4281.which is a decimal equivalence of Year/Month/Day.
 DQ4281
 DQ4281.The orthometric height was determined by differential leveling and
 DQ4281.adjusted by the NATIONAL GEODETIC SURVEY
 DQ4281.in August 2019.
 DQ4281
 DQ4281.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ4281.GEOID18 height accuracy estimate available here.
 DQ4281
 DQ4281.Click photographs - Photos may exist for this station.
 DQ4281
 DQ4281.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DQ4281
 DQ4281.The Laplace correction was computed from DEFLEC18 derived deflections.
 DQ4281
 DQ4281.The ellipsoidal height was determined by GPS observations
 DQ4281.and is referenced to NAD 83.
 DQ4281
 DQ4281.The dynamic height is computed by dividing the NAVD 88
 DQ4281.geopotential number by the normal gravity value computed on the
 DQ4281.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ4281.degrees latitude (g = 980.6199 gals.).
 DQ4281
 DQ4281.The modeled gravity was interpolated from observed gravity values.
 DQ4281
 DQ4281. The following values were computed from the NAD 83(2011) position.
 DQ4281
 DQ4281;                    North         East     Units Scale Factor Converg.
 DQ4281;SPC MN C     -   310,700.821   712,549.041   MT  0.99996895   -0 49 48.4
 DQ4281;SPC MN C     - 1,019,357.61  2,337,754.65   sFT  0.99996895   -0 49 48.4
 DQ4281;UTM  15      - 5,195,726.367   317,354.793   MT  1.00001003   -1 45 02.9
 DQ4281
 DQ4281!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DQ4281!SPC MN C     -   0.99992588  x   0.99996895  =   0.99989483
 DQ4281!UTM  15      -   0.99992588  x   1.00001003  =   0.99993591
 DQ4281
 DQ4281_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUM1735495726(NAD 83)
 DQ4281
 DQ4281                          SUPERSEDED SURVEY CONTROL
 DQ4281
 DQ4281.No superseded survey control is available for this station.
 DQ4281
 DQ4281_MARKER: I = METAL ROD
 DQ4281_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DQ4281_STAMPING: 0303 Q RESET 2015
 DQ4281_MARK LOGO: MNDT
 DQ4281_PROJECTION: RECESSED 8 CENTIMETERS
 DQ4281_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DQ4281_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ4281_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ4281+SATELLITE: SATELLITE OBSERVATIONS - March 01, 2023
 DQ4281_ROD/PIPE-DEPTH: 6.1 meters
 DQ4281
 DQ4281  HISTORY     - Date     Condition        Report By
 DQ4281  HISTORY     - 20150820 MONUMENTED       MNDT
 DQ4281  HISTORY     - 20230301 GOOD             MNDT
 DQ4281
 DQ4281                          STATION DESCRIPTION
 DQ4281
 DQ4281'DESCRIBED BY MN DEPT OF TRANSP 2015
 DQ4281'THE MARK IS LOCATED ABOUT 6.75 MI (10.86 KM) WEST OF OSAGE, 6.65 MI
 DQ4281'(10.70 KM) WEST ALONG TRUNK HIGHWAY 34  FROM THE JUNCTION OF TRUNK
 DQ4281'HIGHWAY 34 AND TRUNK HIGHWAY 225 (JUNCTION IS 0.6 MI (1.0 KM) WEST OF
 DQ4281'OSAGE), AT TRUNK HIGHWAY 34 MILE POINT 58.35, 69.0 FT (21.0 M) NORTH
 DQ4281'OF TRUNK HIGHWAY 34, 5.3 FT (1.6 M) SOUTH OF A FENCE LINE, 2.0 FT (0.6
 DQ4281'M) EAST OF A WITNESS POST.
 DQ4281
 DQ4281                          STATION RECOVERY (2023)
 DQ4281
 DQ4281'RECOVERY NOTE BY MN DEPT OF TRANSP 2023 (RXJ)
 DQ4281'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DG7131 ***********************************************************************
 DG7131  DESIGNATION -  0303 R
 DG7131  PID         -  DG7131
 DG7131  STATE/COUNTY-  MN/BECKER
 DG7131  COUNTRY     -  US
 DG7131  USGS QUAD   -  OSAGE (2019)
 DG7131
 DG7131                         *CURRENT SURVEY CONTROL
 DG7131  ______________________________________________________________________
 DG7131* NAD 83(2011) POSITION- 46 54 31.05185(N) 095 20 45.61856(W)   ADJUSTED
 DG7131* NAD 83(2011) ELLIP HT-   463.205 (meters)        (06/20/23)   ADJUSTED
 DG7131* NAD 83(2011) EPOCH   -  2010.00
 DG7131* NAVD 88 ORTHO HEIGHT -   490.011 (meters)     1607.64  (feet) ADJUSTED
 DG7131  ______________________________________________________________________
 DG7131  GEOID HEIGHT    -        -26.760 (meters)                     GEOID18
 DG7131  NAD 83(2011) X  -   -406,727.196 (meters)                     COMP
 DG7131  NAD 83(2011) Y  - -4,346,439.090 (meters)                     COMP
 DG7131  NAD 83(2011) Z  -  4,635,169.325 (meters)                     COMP
 DG7131  LAPLACE CORR    -         -6.33  (seconds)                    DEFLEC18
 DG7131  DYNAMIC HEIGHT  -        490.046 (meters)     1607.76  (feet) COMP
 DG7131  MODELED GRAVITY -    980,669.3   (mgal)                       NAVD 88
 DG7131
 DG7131  VERT ORDER      -  SECOND    CLASS I
 DG7131
 DG7131  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DG7131  Standards:
 DG7131         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DG7131            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DG7131  -------------------------------------------------------------------
 DG7131  NETWORK    0.79   1.69           0.36   0.27   0.86     -0.04026532
 DG7131  -------------------------------------------------------------------
 DG7131  Click here for local accuracies and other accuracy information.
 DG7131
 DG7131.The horizontal coordinates were established by GPS observations
 DG7131.and adjusted by the MN DEPT OF TRANSP in June 2023.
 DG7131
 DG7131.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DG7131.been affixed to the stable North American tectonic plate. See 
 DG7131.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DG7131
 DG7131.The horizontal coordinates are valid at the epoch date displayed above
 DG7131.which is a decimal equivalence of Year/Month/Day.
 DG7131
 DG7131.The orthometric height was determined by differential leveling and
 DG7131.adjusted by the NATIONAL GEODETIC SURVEY
 DG7131.in August 2019.
 DG7131
 DG7131.Significant digits in the geoid height do not necessarily reflect accuracy.
 DG7131.GEOID18 height accuracy estimate available here.
 DG7131
 DG7131.Click photographs - Photos may exist for this station.
 DG7131
 DG7131.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DG7131
 DG7131.The Laplace correction was computed from DEFLEC18 derived deflections.
 DG7131
 DG7131.The ellipsoidal height was determined by GPS observations
 DG7131.and is referenced to NAD 83.
 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. The following values were computed from the NAD 83(2011) position.
 DG7131
 DG7131;                    North         East     Units Scale Factor Converg.
 DG7131;SPC MN C     -   312,720.049   716,505.216   MT  0.99997217   -0 47 34.2
 DG7131;SPC MN C     - 1,025,982.36  2,350,734.20   sFT  0.99997217   -0 47 34.2
 DG7131;UTM  15      - 5,197,681.820   321,343.027   MT  0.99999231   -1 42 49.2
 DG7131
 DG7131!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG7131!SPC MN C     -   0.99992740  x   0.99997217  =   0.99989957
 DG7131!UTM  15      -   0.99992740  x   0.99999231  =   0.99991971
 DG7131
 DG7131_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUM2134397681(NAD 83)
 DG7131
 DG7131                          SUPERSEDED SURVEY CONTROL
 DG7131
 DG7131  NAVD 88 (12/15/04)  489.983  (m)         1607.55   (f) SUPERSEDED  2 1
 DG7131
 DG7131.Superseded values are not recommended for survey control.
 DG7131
 DG7131.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG7131.See file dsdata.pdf to determine how the superseded data were derived.
 DG7131
 DG7131_MARKER: DD = SURVEY DISK
 DG7131_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DG7131_STAMPING: 0303 R 2000
 DG7131_MARK LOGO: MNDT
 DG7131_PROJECTION: RECESSED 3 CENTIMETERS
 DG7131_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DG7131_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DG7131_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG7131+SATELLITE: SATELLITE OBSERVATIONS - March 01, 2023
 DG7131_ROD/PIPE-DEPTH: 18.3 meters
 DG7131
 DG7131  HISTORY     - Date     Condition        Report By
 DG7131  HISTORY     - 20000913 MONUMENTED       MNDT
 DG7131  HISTORY     - 20041019 GOOD             MNDT
 DG7131  HISTORY     - 20150819 GOOD             MNDT
 DG7131  HISTORY     - 20210629 GOOD             MNDT
 DG7131  HISTORY     - 20230301 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
 DG7131
 DG7131                          STATION RECOVERY (2015)
 DG7131
 DG7131'RECOVERY NOTE BY MN DEPT OF TRANSP 2015 (MAS)
 DG7131'RECOVERED IN GOOD CONDITION.
 DG7131
 DG7131                          STATION RECOVERY (2021)
 DG7131
 DG7131'RECOVERY NOTE BY MN DEPT OF TRANSP 2021 (DAS)
 DG7131'RECOVERED IN GOOD CONDITION.
 DG7131
 DG7131                          STATION RECOVERY (2023)
 DG7131
 DG7131'RECOVERY NOTE BY MN DEPT OF TRANSP 2023 (KXS)
 DG7131'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DG7132 ***********************************************************************
 DG7132  DESIGNATION -  0303 S
 DG7132  PID         -  DG7132
 DG7132  STATE/COUNTY-  MN/BECKER
 DG7132  COUNTRY     -  US
 DG7132  USGS QUAD   -  OSAGE (2019)
 DG7132
 DG7132                         *CURRENT SURVEY CONTROL
 DG7132  ______________________________________________________________________
 DG7132* NAD 83(1986) POSITION- 46 54 34.30   (N) 095 19 45.90   (W)   HD_HELD1
 DG7132* NAVD 88 ORTHO HEIGHT -   473.135 (meters)     1552.28  (feet) ADJUSTED
 DG7132  ______________________________________________________________________
 DG7132  GEOID HEIGHT    -        -26.802 (meters)                     GEOID18
 DG7132  DYNAMIC HEIGHT  -        473.167 (meters)     1552.38  (feet) COMP
 DG7132  MODELED GRAVITY -    980,666.3   (mgal)                       NAVD 88
 DG7132
 DG7132  VERT ORDER      -  SECOND    CLASS I
 DG7132
 DG7132.The horizontal coordinates were determined by differentially corrected
 DG7132.hand held GPS observations or other comparable positioning techniques
 DG7132.and have an estimated accuracy of +/- 3 meters.
 DG7132
 DG7132.The orthometric height was determined by differential leveling and
 DG7132.adjusted by the NATIONAL GEODETIC SURVEY
 DG7132.in August 2019.
 DG7132
 DG7132.Significant digits in the geoid height do not necessarily reflect accuracy.
 DG7132.GEOID18 height accuracy estimate available here.
 DG7132
 DG7132.Click photographs - Photos may exist for this station.
 DG7132
 DG7132.The dynamic height is computed by dividing the NAVD 88
 DG7132.geopotential number by the normal gravity value computed on the
 DG7132.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DG7132.degrees latitude (g = 980.6199 gals.).
 DG7132
 DG7132.The modeled gravity was interpolated from observed gravity values.
 DG7132
 DG7132;                    North         East    Units  Estimated Accuracy
 DG7132;SPC MN C     -   312,803.0     717,770.2     MT  (+/- 3 meters HH1 GPS) 
 DG7132
 DG7132_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUM2260997744(NAD 83)
 DG7132
 DG7132                          SUPERSEDED SURVEY CONTROL
 DG7132
 DG7132  NAVD 88 (12/15/04)  473.107  (m)         1552.19   (f) SUPERSEDED  2 1
 DG7132
 DG7132.Superseded values are not recommended for survey control.
 DG7132
 DG7132.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG7132.See file dsdata.pdf to determine how the superseded data were derived.
 DG7132
 DG7132_MARKER: DB = BENCH MARK DISK
 DG7132_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 DG7132_STAMPING: 0303 S 2000
 DG7132_MARK LOGO: MNHD
 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 NOT SUITABLE FOR
 DG7132+SATELLITE: SATELLITE OBSERVATIONS - June 22, 2022
 DG7132
 DG7132  HISTORY     - Date     Condition        Report By
 DG7132  HISTORY     - 20000913 MONUMENTED       MNDT
 DG7132  HISTORY     - 20011220 GOOD             MNDT
 DG7132  HISTORY     - 20041019 GOOD             MNDT
 DG7132  HISTORY     - 20150819 GOOD             MNDT
 DG7132  HISTORY     - 20220622 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
 DG7132
 DG7132                          STATION RECOVERY (2015)
 DG7132
 DG7132'RECOVERY NOTE BY MN DEPT OF TRANSP 2015 (JMH)
 DG7132'RECOVERED IN GOOD CONDITION.
 DG7132
 DG7132                          STATION RECOVERY (2022)
 DG7132
 DG7132'RECOVERY NOTE BY MN DEPT OF TRANSP 2022 (KMS)
 DG7132'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DG7133 ***********************************************************************
 DG7133  DESIGNATION -  0303 T
 DG7133  PID         -  DG7133
 DG7133  STATE/COUNTY-  MN/BECKER
 DG7133  COUNTRY     -  US
 DG7133  USGS QUAD   -  OSAGE (2019)
 DG7133
 DG7133                         *CURRENT SURVEY CONTROL
 DG7133  ______________________________________________________________________
 DG7133* NAD 83(2011) POSITION- 46 54 46.91575(N) 095 19 06.54247(W)   ADJUSTED
 DG7133* NAD 83(2011) ELLIP HT-   439.812 (meters)        (06/20/23)   ADJUSTED
 DG7133* NAD 83(2011) EPOCH   -  2010.00
 DG7133* NAVD 88 ORTHO HEIGHT -   466.661 (meters)     1531.04  (feet) ADJUSTED
 DG7133  ______________________________________________________________________
 DG7133  GEOID HEIGHT    -        -26.836 (meters)                     GEOID18
 DG7133  NAD 83(2011) X  -   -404,604.760 (meters)                     COMP
 DG7133  NAD 83(2011) Y  - -4,346,261.801 (meters)                     COMP
 DG7133  NAD 83(2011) Z  -  4,635,486.921 (meters)                     COMP
 DG7133  LAPLACE CORR    -         -6.92  (seconds)                    DEFLEC18
 DG7133  DYNAMIC HEIGHT  -        466.692 (meters)     1531.14  (feet) COMP
 DG7133  MODELED GRAVITY -    980,664.4   (mgal)                       NAVD 88
 DG7133
 DG7133  VERT ORDER      -  SECOND    CLASS I
 DG7133
 DG7133  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DG7133  Standards:
 DG7133         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DG7133            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DG7133  -------------------------------------------------------------------
 DG7133  NETWORK    0.95   2.16           0.42   0.35   1.10     -0.18674755
 DG7133  -------------------------------------------------------------------
 DG7133  Click here for local accuracies and other accuracy information.
 DG7133
 DG7133.The horizontal coordinates were established by GPS observations
 DG7133.and adjusted by the MN DEPT OF TRANSP in June 2023.
 DG7133
 DG7133.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DG7133.been affixed to the stable North American tectonic plate. See 
 DG7133.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DG7133
 DG7133.The horizontal coordinates are valid at the epoch date displayed above
 DG7133.which is a decimal equivalence of Year/Month/Day.
 DG7133
 DG7133.The orthometric height was determined by differential leveling and
 DG7133.adjusted by the NATIONAL GEODETIC SURVEY
 DG7133.in August 2019.
 DG7133
 DG7133.Significant digits in the geoid height do not necessarily reflect accuracy.
 DG7133.GEOID18 height accuracy estimate available here.
 DG7133
 DG7133.Click photographs - Photos may exist for this station.
 DG7133
 DG7133.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DG7133
 DG7133.The Laplace correction was computed from DEFLEC18 derived deflections.
 DG7133
 DG7133.The ellipsoidal height was determined by GPS observations
 DG7133.and is referenced to NAD 83.
 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. The following values were computed from the NAD 83(2011) position.
 DG7133
 DG7133;                    North         East     Units Scale Factor Converg.
 DG7133;SPC MN C     -   313,181.225   718,608.284   MT  0.99997294   -0 46 22.5
 DG7133;SPC MN C     - 1,027,495.40  2,357,634.01   sFT  0.99997294   -0 46 22.5
 DG7133;UTM  15      - 5,198,109.147   323,453.266   MT  0.99998310   -1 41 37.2
 DG7133
 DG7133!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG7133!SPC MN C     -   0.99993106  x   0.99997294  =   0.99990401
 DG7133!UTM  15      -   0.99993106  x   0.99998310  =   0.99991416
 DG7133
 DG7133_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUM2345398109(NAD 83)
 DG7133
 DG7133                          SUPERSEDED SURVEY CONTROL
 DG7133
 DG7133  NAVD 88 (12/15/04)  466.632  (m)         1530.94   (f) SUPERSEDED  2 1
 DG7133
 DG7133.Superseded values are not recommended for survey control.
 DG7133
 DG7133.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG7133.See file dsdata.pdf to determine how the superseded data were derived.
 DG7133
 DG7133_MARKER: DD = SURVEY DISK
 DG7133_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DG7133_STAMPING: 0303 T 2000
 DG7133_MARK LOGO: MNDT
 DG7133_PROJECTION: FLUSH
 DG7133_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DG7133_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DG7133_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG7133+SATELLITE: SATELLITE OBSERVATIONS - February 28, 2023
 DG7133_ROD/PIPE-DEPTH: 19.8 meters
 DG7133
 DG7133  HISTORY     - Date     Condition        Report By
 DG7133  HISTORY     - 20000913 MONUMENTED       MNDT
 DG7133  HISTORY     - 20041021 GOOD             MNDT
 DG7133  HISTORY     - 20150819 GOOD             MNDT
 DG7133  HISTORY     - 20210629 GOOD             MNDT
 DG7133  HISTORY     - 20230228 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
 DG7133
 DG7133                          STATION RECOVERY (2015)
 DG7133
 DG7133'RECOVERY NOTE BY MN DEPT OF TRANSP 2015 (JMH)
 DG7133'RECOVERED IN GOOD CONDITION.
 DG7133
 DG7133                          STATION RECOVERY (2021)
 DG7133
 DG7133'RECOVERY NOTE BY MN DEPT OF TRANSP 2021 (DAS)
 DG7133'RECOVERED IN GOOD CONDITION.
 DG7133
 DG7133                          STATION RECOVERY (2023)
 DG7133
 DG7133'RECOVERY NOTE BY MN DEPT OF TRANSP 2023 (BXG)
 DG7133'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DG7134 ***********************************************************************
 DG7134  DESIGNATION -  0303 U
 DG7134  PID         -  DG7134
 DG7134  STATE/COUNTY-  MN/BECKER
 DG7134  COUNTRY     -  US
 DG7134  USGS QUAD   -  OSAGE (2019)
 DG7134
 DG7134                         *CURRENT SURVEY CONTROL
 DG7134  ______________________________________________________________________
 DG7134* NAD 83(2011) POSITION- 46 54 58.17072(N) 095 18 00.17228(W)   ADJUSTED
 DG7134* NAD 83(2011) ELLIP HT-   434.712 (meters)        (06/20/23)   ADJUSTED
 DG7134* NAD 83(2011) EPOCH   -  2010.00
 DG7134* NAVD 88 ORTHO HEIGHT -   461.643 (meters)     1514.57  (feet) ADJUSTED
 DG7134  ______________________________________________________________________
 DG7134  GEOID HEIGHT    -        -26.886 (meters)                     GEOID18
 DG7134  NAD 83(2011) X  -   -403,182.465 (meters)                     COMP
 DG7134  NAD 83(2011) Y  - -4,346,135.531 (meters)                     COMP
 DG7134  NAD 83(2011) Z  -  4,635,720.624 (meters)                     COMP
 DG7134  LAPLACE CORR    -         -6.86  (seconds)                    DEFLEC18
 DG7134  DYNAMIC HEIGHT  -        461.672 (meters)     1514.67  (feet) COMP
 DG7134  MODELED GRAVITY -    980,660.8   (mgal)                       NAVD 88
 DG7134
 DG7134  VERT ORDER      -  SECOND    CLASS I
 DG7134
 DG7134  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DG7134  Standards:
 DG7134         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DG7134            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DG7134  -------------------------------------------------------------------
 DG7134  NETWORK    0.92   1.98           0.42   0.32   1.01     -0.01173993
 DG7134  -------------------------------------------------------------------
 DG7134  Click here for local accuracies and other accuracy information.
 DG7134
 DG7134.The horizontal coordinates were established by GPS observations
 DG7134.and adjusted by the MN DEPT OF TRANSP in June 2023.
 DG7134
 DG7134.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DG7134.been affixed to the stable North American tectonic plate. See 
 DG7134.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DG7134
 DG7134.The horizontal coordinates are valid at the epoch date displayed above
 DG7134.which is a decimal equivalence of Year/Month/Day.
 DG7134
 DG7134.The orthometric height was determined by differential leveling and
 DG7134.adjusted by the NATIONAL GEODETIC SURVEY
 DG7134.in August 2019.
 DG7134
 DG7134.Significant digits in the geoid height do not necessarily reflect accuracy.
 DG7134.GEOID18 height accuracy estimate available here.
 DG7134
 DG7134.Click photographs - Photos may exist for this station.
 DG7134
 DG7134.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DG7134
 DG7134.The Laplace correction was computed from DEFLEC18 derived deflections.
 DG7134
 DG7134.The ellipsoidal height was determined by GPS observations
 DG7134.and is referenced to NAD 83.
 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. The following values were computed from the NAD 83(2011) position.
 DG7134
 DG7134;                    North         East     Units Scale Factor Converg.
 DG7134;SPC MN C     -   313,509.961   720,017.182   MT  0.99997350   -0 45 34.5
 DG7134;SPC MN C     - 1,028,573.93  2,362,256.37   sFT  0.99997350   -0 45 34.5
 DG7134;UTM  15      - 5,198,415.203   324,867.275   MT  0.99997699   -1 40 49.0
 DG7134
 DG7134!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG7134!SPC MN C     -   0.99993186  x   0.99997350  =   0.99990536
 DG7134!UTM  15      -   0.99993186  x   0.99997699  =   0.99990885
 DG7134
 DG7134_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUM2486798415(NAD 83)
 DG7134
 DG7134                          SUPERSEDED SURVEY CONTROL
 DG7134
 DG7134  NAVD 88 (12/15/04)  461.612  (m)         1514.47   (f) SUPERSEDED  2 1
 DG7134
 DG7134.Superseded values are not recommended for survey control.
 DG7134
 DG7134.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG7134.See file dsdata.pdf to determine how the superseded data were derived.
 DG7134
 DG7134_MARKER: DD = SURVEY DISK
 DG7134_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DG7134_STAMPING: 0303 U 2000
 DG7134_MARK LOGO: MNDT
 DG7134_PROJECTION: FLUSH
 DG7134_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DG7134_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DG7134_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG7134+SATELLITE: SATELLITE OBSERVATIONS - February 28, 2023
 DG7134_ROD/PIPE-DEPTH: 12.2 meters
 DG7134
 DG7134  HISTORY     - Date     Condition        Report By
 DG7134  HISTORY     - 20000913 MONUMENTED       MNDT
 DG7134  HISTORY     - 20041021 GOOD             MNDT
 DG7134  HISTORY     - 20150819 GOOD             MNDT
 DG7134  HISTORY     - 20230228 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
 DG7134
 DG7134                          STATION RECOVERY (2015)
 DG7134
 DG7134'RECOVERY NOTE BY MN DEPT OF TRANSP 2015 (MAS)
 DG7134'RECOVERED IN GOOD CONDITION.
 DG7134
 DG7134                          STATION RECOVERY (2023)
 DG7134
 DG7134'RECOVERY NOTE BY MN DEPT OF TRANSP 2023 (TXD)
 DG7134'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DI0856 ***********************************************************************
 DI0856  DESIGNATION -  0303 U 1
 DI0856  PID         -  DI0856
 DI0856  STATE/COUNTY-  MN/BECKER
 DI0856  COUNTRY     -  US
 DI0856  USGS QUAD   -  OSAGE (2019)
 DI0856
 DI0856                         *CURRENT SURVEY CONTROL
 DI0856  ______________________________________________________________________
 DI0856* NAD 83(1986) POSITION- 46 54 19.97   (N) 095 16 08.03   (W)   HD_HELD1
 DI0856* NAVD 88 ORTHO HEIGHT -   451.385 (meters)     1480.92  (feet) ADJUSTED
 DI0856  ______________________________________________________________________
 DI0856  GEOID HEIGHT    -        -26.951 (meters)                     GEOID18
 DI0856  DYNAMIC HEIGHT  -        451.413 (meters)     1481.01  (feet) COMP
 DI0856  MODELED GRAVITY -    980,662.0   (mgal)                       NAVD 88
 DI0856
 DI0856  VERT ORDER      -  SECOND    CLASS I
 DI0856
 DI0856.The horizontal coordinates were determined by differentially corrected
 DI0856.hand held GPS observations or other comparable positioning techniques
 DI0856.and have an estimated accuracy of +/- 3 meters.
 DI0856
 DI0856.The orthometric height was determined by differential leveling and
 DI0856.adjusted by the NATIONAL GEODETIC SURVEY
 DI0856.in August 2019.
 DI0856
 DI0856.Significant digits in the geoid height do not necessarily reflect accuracy.
 DI0856.GEOID18 height accuracy estimate available here.
 DI0856
 DI0856.Click photographs - Photos may exist for this station.
 DI0856
 DI0856.The dynamic height is computed by dividing the NAVD 88
 DI0856.geopotential number by the normal gravity value computed on the
 DI0856.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DI0856.degrees latitude (g = 980.6199 gals.).
 DI0856
 DI0856.The modeled gravity was interpolated from observed gravity values.
 DI0856
 DI0856;                    North         East    Units  Estimated Accuracy
 DI0856;SPC MN C     -   312,299.5     722,374.6     MT  (+/- 3 meters HH1 GPS) 
 DI0856
 DI0856_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUM2720497166(NAD 83)
 DI0856
 DI0856                          SUPERSEDED SURVEY CONTROL
 DI0856
 DI0856  NAVD 88 (09/21/06)  451.354  (m)         1480.82   (f) SUPERSEDED  2 1
 DI0856
 DI0856.Superseded values are not recommended for survey control.
 DI0856
 DI0856.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DI0856.See file dsdata.pdf to determine how the superseded data were derived.
 DI0856
 DI0856_MARKER: DD = SURVEY DISK
 DI0856_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DI0856_STAMPING: 0303 U 1 2005
 DI0856_MARK LOGO: MNDT
 DI0856_PROJECTION: RECESSED 3 CENTIMETERS
 DI0856_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DI0856_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DI0856_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DI0856+SATELLITE: SATELLITE OBSERVATIONS - June 21, 2022
 DI0856_ROD/PIPE-DEPTH: 13.7 meters
 DI0856
 DI0856  HISTORY     - Date     Condition        Report By
 DI0856  HISTORY     - 20050510 MONUMENTED       MNDT
 DI0856  HISTORY     - 20150820 GOOD             MNDT
 DI0856  HISTORY     - 20210629 GOOD             MNDT
 DI0856  HISTORY     - 20220621 GOOD             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.
 DI0856
 DI0856                          STATION RECOVERY (2015)
 DI0856
 DI0856'RECOVERY NOTE BY MN DEPT OF TRANSP 2015 (JMH)
 DI0856'RECOVERED IN GOOD CONDITION.
 DI0856
 DI0856                          STATION RECOVERY (2021)
 DI0856
 DI0856'RECOVERY NOTE BY MN DEPT OF TRANSP 2021 (DAS)
 DI0856'RECOVERED IN GOOD CONDITION.
 DI0856
 DI0856                          STATION RECOVERY (2022)
 DI0856
 DI0856'RECOVERY NOTE BY MN DEPT OF TRANSP 2022 (KMS)
 DI0856'1.0 MI (1.6 KM) SOUTHWEST OF OSAGE, 1.0 MI (1.6 KM) SOUTH ALONG COUNTY
 DI0856'ROAD 47 FROM THE JUNCTION OF COUNTY ROAD 47 AND TRUNK HIGHWAY 34 (THE
 DI0856'JUNCTION IS 0.6 MI (1.0 KM) WEST OF OSAGE), 47.3 FT (14.4 M) WEST OF
 DI0856'COUNTY ROAD 47, 12.9 FT (3.9 M) SOUTH OF A DRIVEWAY, 1.7 FT (0.5 M)
 DI0856'EAST OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DI0857 ***********************************************************************
 DI0857  DESIGNATION -  0303 U 2
 DI0857  PID         -  DI0857
 DI0857  STATE/COUNTY-  MN/BECKER
 DI0857  COUNTRY     -  US
 DI0857  USGS QUAD   -  WOLF LAKE (2019)
 DI0857
 DI0857                         *CURRENT SURVEY CONTROL
 DI0857  ______________________________________________________________________
 DI0857* NAD 83(1986) POSITION- 46 52 06.4    (N) 095 16 04.3    (W)   HD_HELD2
 DI0857* NAVD 88 ORTHO HEIGHT -   453.451 (meters)     1487.70  (feet) ADJUSTED
 DI0857  ______________________________________________________________________
 DI0857  GEOID HEIGHT    -        -26.918 (meters)                     GEOID18
 DI0857  DYNAMIC HEIGHT  -        453.481 (meters)     1487.80  (feet) COMP
 DI0857  MODELED GRAVITY -    980,665.8   (mgal)                       NAVD 88
 DI0857
 DI0857  VERT ORDER      -  SECOND    CLASS I
 DI0857
 DI0857.The horizontal coordinates were established by autonomous hand held GPS
 DI0857.observations and have an estimated accuracy of +/- 10 meters.
 DI0857
 DI0857.The orthometric height was determined by differential leveling and
 DI0857.adjusted by the NATIONAL GEODETIC SURVEY
 DI0857.in August 2019.
 DI0857
 DI0857.Significant digits in the geoid height do not necessarily reflect accuracy.
 DI0857.GEOID18 height accuracy estimate available here.
 DI0857
 DI0857.Click photographs - Photos may exist for this station.
 DI0857
 DI0857.The dynamic height is computed by dividing the NAVD 88
 DI0857.geopotential number by the normal gravity value computed on the
 DI0857.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DI0857.degrees latitude (g = 980.6199 gals.).
 DI0857
 DI0857.The modeled gravity was interpolated from observed gravity values.
 DI0857
 DI0857;                    North         East    Units  Estimated Accuracy
 DI0857;SPC MN C     -   308,174.      722,401.      MT  (+/- 10 meters HH2 GPS)
 DI0857
 DI0857_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUM2716493041(NAD 83)
 DI0857
 DI0857                          SUPERSEDED SURVEY CONTROL
 DI0857
 DI0857  NAVD 88 (09/21/06)  453.420  (m)         1487.60   (f) SUPERSEDED  2 1
 DI0857
 DI0857.Superseded values are not recommended for survey control.
 DI0857
 DI0857.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DI0857.See file dsdata.pdf to determine how the superseded data were derived.
 DI0857
 DI0857_MARKER: DD = SURVEY DISK
 DI0857_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DI0857_STAMPING: 0303 U 2 2005
 DI0857_MARK LOGO: MNDT
 DI0857_PROJECTION: RECESSED 3 CENTIMETERS
 DI0857_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DI0857_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DI0857_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DI0857+SATELLITE: SATELLITE OBSERVATIONS - June 29, 2021
 DI0857_ROD/PIPE-DEPTH: 10.7 meters
 DI0857
 DI0857  HISTORY     - Date     Condition        Report By
 DI0857  HISTORY     - 20050510 MONUMENTED       MNDT
 DI0857  HISTORY     - 20210629 POOR             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.
 DI0857
 DI0857                          STATION RECOVERY (2021)
 DI0857
 DI0857'RECOVERY NOTE BY MN DEPT OF TRANSP 2021 (DAS)
 DI0857'3.5 MI (5.6 KM) SOUTH OF OSAGE, 3.5 MI (5.6 KM) SOUTH ALONG COUNTY
 DI0857'ROAD 47 FROM THE JUNCTION OF COUNTY ROAD 47 AND TRUNK HIGHWAY 34 AT
 DI0857'OSAGE, 48.8 FT (14.9 M) EAST OF COUNTY ROAD 47, 16.0 FT (4.9 M) SOUTH
 DI0857'OF DRIVEWAY NUMBER 20441, 1.4 FT (0.4 M) NORTH OF A WITNESS POST.
 DI0857'FOUND CAP LOOSE.  USE WITH CAUTION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DI0855 ***********************************************************************
 DI0855  DESIGNATION -  0303 V 1
 DI0855  PID         -  DI0855
 DI0855  STATE/COUNTY-  MN/BECKER
 DI0855  COUNTRY     -  US
 DI0855  USGS QUAD   -  PARK RAPIDS NW (2019)
 DI0855
 DI0855                         *CURRENT SURVEY CONTROL
 DI0855  ______________________________________________________________________
 DI0855* NAD 83(1986) POSITION- 46 56 28.93   (N) 095 14 50.78   (W)   HD_HELD1
 DI0855* NAVD 88 ORTHO HEIGHT -   462.215 (meters)     1516.45  (feet) ADJUSTED
 DI0855  ______________________________________________________________________
 DI0855  GEOID HEIGHT    -        -27.024 (meters)                     GEOID18
 DI0855  DYNAMIC HEIGHT  -        462.243 (meters)     1516.54  (feet) COMP
 DI0855  MODELED GRAVITY -    980,660.9   (mgal)                       NAVD 88
 DI0855
 DI0855  VERT ORDER      -  SECOND    CLASS I
 DI0855
 DI0855.The horizontal coordinates were determined by differentially corrected
 DI0855.hand held GPS observations or other comparable positioning techniques
 DI0855.and have an estimated accuracy of +/- 3 meters.
 DI0855
 DI0855.The orthometric height was determined by differential leveling and
 DI0855.adjusted by the NATIONAL GEODETIC SURVEY
 DI0855.in August 2019.
 DI0855
 DI0855.Significant digits in the geoid height do not necessarily reflect accuracy.
 DI0855.GEOID18 height accuracy estimate available here.
 DI0855
 DI0855.Click photographs - Photos may exist for this station.
 DI0855
 DI0855.The dynamic height is computed by dividing the NAVD 88
 DI0855.geopotential number by the normal gravity value computed on the
 DI0855.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DI0855.degrees latitude (g = 980.6199 gals.).
 DI0855
 DI0855.The modeled gravity was interpolated from observed gravity values.
 DI0855
 DI0855;                    North         East    Units  Estimated Accuracy
 DI0855;SPC MN C     -   316,260.6     724,059.5     MT  (+/- 3 meters HH1 GPS) 
 DI0855
 DI0855_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUN2895301100(NAD 83)
 DI0855
 DI0855                          SUPERSEDED SURVEY CONTROL
 DI0855
 DI0855  NAVD 88 (09/21/06)  462.186  (m)         1516.36   (f) SUPERSEDED  2 1
 DI0855
 DI0855.Superseded values are not recommended for survey control.
 DI0855
 DI0855.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DI0855.See file dsdata.pdf to determine how the superseded data were derived.
 DI0855
 DI0855_MARKER: DD = SURVEY DISK
 DI0855_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DI0855_STAMPING: 0303 V 1 2005
 DI0855_MARK LOGO: MNDT
 DI0855_PROJECTION: FLUSH
 DI0855_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DI0855_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DI0855_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DI0855+SATELLITE: SATELLITE OBSERVATIONS - June 21, 2022
 DI0855_ROD/PIPE-DEPTH: 9.1 meters
 DI0855
 DI0855  HISTORY     - Date     Condition        Report By
 DI0855  HISTORY     - 20050509 MONUMENTED       MNDT
 DI0855  HISTORY     - 20150819 GOOD             MNDT
 DI0855  HISTORY     - 20220621 GOOD             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.
 DI0855
 DI0855                          STATION RECOVERY (2015)
 DI0855
 DI0855'RECOVERY NOTE BY MN DEPT OF TRANSP 2015 (KMS)
 DI0855'1.5 MI (2.4 KM) NORTH OSAGE, 1.5 MI (2.4 KM) NORTH ALONG COUNTY ROAD
 DI0855'48  FROM THE JUNCTION OF COUNTY ROAD 48 AND TRUNK HIGHWAY 34 IN OSAGE,
 DI0855'TO TRUNK HIGHWAY 34 MILE POINT 66.00, 55.8 FT (17.0 M) WEST OF COUNTY
 DI0855'ROAD 48, 22.7 FT (6.9 M) SOUTH OF SOLID WASTE DISPOSAL ROAD, 1.6 FT
 DI0855'(0.5 M) NORTH OF A WITNESS POST.
 DI0855
 DI0855                          STATION RECOVERY (2022)
 DI0855
 DI0855'RECOVERY NOTE BY MN DEPT OF TRANSP 2022 (KMS)
 DI0855'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DI0854 ***********************************************************************
 DI0854  DESIGNATION -  0303 V 2
 DI0854  PID         -  DI0854
 DI0854  STATE/COUNTY-  MN/BECKER
 DI0854  COUNTRY     -  US
 DI0854  USGS QUAD   -  PARK RAPIDS NW (2019)
 DI0854
 DI0854                         *CURRENT SURVEY CONTROL
 DI0854  ______________________________________________________________________
 DI0854* NAD 83(1986) POSITION- 46 57 51.01   (N) 095 14 48.51   (W)   HD_HELD1
 DI0854* NAVD 88 ORTHO HEIGHT -   453.708 (meters)     1488.54  (feet) ADJUSTED
 DI0854  ______________________________________________________________________
 DI0854  GEOID HEIGHT    -        -27.035 (meters)                     GEOID18
 DI0854  DYNAMIC HEIGHT  -        453.736 (meters)     1488.63  (feet) COMP
 DI0854  MODELED GRAVITY -    980,662.4   (mgal)                       NAVD 88
 DI0854
 DI0854  VERT ORDER      -  SECOND    CLASS I
 DI0854
 DI0854.The horizontal coordinates were determined by differentially corrected
 DI0854.hand held GPS observations or other comparable positioning techniques
 DI0854.and have an estimated accuracy of +/- 3 meters.
 DI0854
 DI0854.The orthometric height was determined by differential leveling and
 DI0854.adjusted by the NATIONAL GEODETIC SURVEY
 DI0854.in August 2019.
 DI0854
 DI0854.Significant digits in the geoid height do not necessarily reflect accuracy.
 DI0854.GEOID18 height accuracy estimate available here.
 DI0854
 DI0854.Click photographs - Photos may exist for this station.
 DI0854
 DI0854.The dynamic height is computed by dividing the NAVD 88
 DI0854.geopotential number by the normal gravity value computed on the
 DI0854.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DI0854.degrees latitude (g = 980.6199 gals.).
 DI0854
 DI0854.The modeled gravity was interpolated from observed gravity values.
 DI0854
 DI0854;                    North         East    Units  Estimated Accuracy
 DI0854;SPC MN C     -   318,794.4     724,139.4     MT  (+/- 3 meters HH1 GPS) 
 DI0854
 DI0854_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUN2907303632(NAD 83)
 DI0854
 DI0854                          SUPERSEDED SURVEY CONTROL
 DI0854
 DI0854  NAVD 88 (09/21/06)  453.680  (m)         1488.45   (f) SUPERSEDED  2 1
 DI0854
 DI0854.Superseded values are not recommended for survey control.
 DI0854
 DI0854.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DI0854.See file dsdata.pdf to determine how the superseded data were derived.
 DI0854
 DI0854_MARKER: DD = SURVEY DISK
 DI0854_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DI0854_STAMPING: 0303 V 2 2005
 DI0854_MARK LOGO: MNDT
 DI0854_PROJECTION: FLUSH
 DI0854_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DI0854_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DI0854_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DI0854+SATELLITE: SATELLITE OBSERVATIONS - June 30, 2021
 DI0854_ROD/PIPE-DEPTH: 22.9 meters
 DI0854
 DI0854  HISTORY     - Date     Condition        Report By
 DI0854  HISTORY     - 20050510 MONUMENTED       MNDT
 DI0854  HISTORY     - 20210630 GOOD             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.
 DI0854
 DI0854                          STATION RECOVERY (2021)
 DI0854
 DI0854'RECOVERY NOTE BY MN DEPT OF TRANSP 2021 (DAS)
 DI0854'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DI0853 ***********************************************************************
 DI0853  DESIGNATION -  0303 V 3
 DI0853  PID         -  DI0853
 DI0853  STATE/COUNTY-  MN/BECKER
 DI0853  COUNTRY     -  US
 DI0853  USGS QUAD   -  OSAGE (2019)
 DI0853
 DI0853                         *CURRENT SURVEY CONTROL
 DI0853  ______________________________________________________________________
 DI0853* NAD 83(1986) POSITION- 46 59 06.02   (N) 095 15 16.15   (W)   HD_HELD1
 DI0853* NAVD 88 ORTHO HEIGHT -   464.744 (meters)     1524.75  (feet) ADJUSTED
 DI0853  ______________________________________________________________________
 DI0853  GEOID HEIGHT    -        -27.024 (meters)                     GEOID18
 DI0853  DYNAMIC HEIGHT  -        464.774 (meters)     1524.85  (feet) COMP
 DI0853  MODELED GRAVITY -    980,665.4   (mgal)                       NAVD 88
 DI0853
 DI0853  VERT ORDER      -  SECOND    CLASS I
 DI0853
 DI0853.The horizontal coordinates were determined by differentially corrected
 DI0853.hand held GPS observations or other comparable positioning techniques
 DI0853.and have an estimated accuracy of +/- 3 meters.
 DI0853
 DI0853.The orthometric height was determined by differential leveling and
 DI0853.adjusted by the NATIONAL GEODETIC SURVEY
 DI0853.in August 2019.
 DI0853
 DI0853.Significant digits in the geoid height do not necessarily reflect accuracy.
 DI0853.GEOID18 height accuracy estimate available here.
 DI0853
 DI0853.Click photographs - Photos may exist for this station.
 DI0853
 DI0853.The dynamic height is computed by dividing the NAVD 88
 DI0853.geopotential number by the normal gravity value computed on the
 DI0853.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DI0853.degrees latitude (g = 980.6199 gals.).
 DI0853
 DI0853.The modeled gravity was interpolated from observed gravity values.
 DI0853
 DI0853;                    North         East    Units  Estimated Accuracy
 DI0853;SPC MN C     -   321,117.9     723,584.5     MT  (+/- 3 meters HH1 GPS) 
 DI0853
 DI0853_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUN2855605964(NAD 83)
 DI0853
 DI0853                          SUPERSEDED SURVEY CONTROL
 DI0853
 DI0853  NAVD 88 (09/21/06)  464.718  (m)         1524.66   (f) SUPERSEDED  2 1
 DI0853
 DI0853.Superseded values are not recommended for survey control.
 DI0853
 DI0853.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DI0853.See file dsdata.pdf to determine how the superseded data were derived.
 DI0853
 DI0853_MARKER: DD = SURVEY DISK
 DI0853_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DI0853_STAMPING: 0303 V 3 2005
 DI0853_MARK LOGO: MNDT
 DI0853_PROJECTION: FLUSH
 DI0853_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DI0853_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DI0853_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DI0853+SATELLITE: SATELLITE OBSERVATIONS - May 10, 2005
 DI0853_ROD/PIPE-DEPTH: 19.8 meters
 DI0853
 DI0853  HISTORY     - Date     Condition        Report By
 DI0853  HISTORY     - 20050510 MONUMENTED       MNDT
 DI0853
 DI0853                          STATION DESCRIPTION
 DI0853
 DI0853'DESCRIBED BY MN DEPT OF TRANSP 2005 (MPP)
 DI0853'THE MARK IS LOCATED 5.0 MILES SOUTH SOUTHWEST OF TWO INLETS,  5.0
 DI0853'MILES SOUTH ALONG COUNTY ROAD 135 FROM THE JUNCTION OF COUNTY ROAD 135
 DI0853'AND COUNTY ROAD 44 (0.80 MILES WEST OF TWO INLETS), 51.8 FEET WEST OF
 DI0853'COUNTY ROAD 135, 49.8 FEET SOUTH OF 285 STREET, 1.4 FEET EAST OF
 DI0853'WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DI0852 ***********************************************************************
 DI0852  DESIGNATION -  0303 V 4
 DI0852  PID         -  DI0852
 DI0852  STATE/COUNTY-  MN/BECKER
 DI0852  COUNTRY     -  US
 DI0852  USGS QUAD   -  BIG BASSWOOD LAKE (2019)
 DI0852
 DI0852                         *CURRENT SURVEY CONTROL
 DI0852  ______________________________________________________________________
 DI0852* NAD 83(1986) POSITION- 47 00 29.2    (N) 095 15 21.2    (W)   HD_HELD2
 DI0852* NAVD 88 ORTHO HEIGHT -   478.410 (meters)     1569.58  (feet) ADJUSTED
 DI0852  ______________________________________________________________________
 DI0852  GEOID HEIGHT    -        -27.020 (meters)                     GEOID18
 DI0852  DYNAMIC HEIGHT  -        478.444 (meters)     1569.70  (feet) COMP
 DI0852  MODELED GRAVITY -    980,669.6   (mgal)                       NAVD 88
 DI0852
 DI0852  VERT ORDER      -  SECOND    CLASS I
 DI0852
 DI0852.The horizontal coordinates were established by autonomous hand held GPS
 DI0852.observations and have an estimated accuracy of +/- 10 meters.
 DI0852
 DI0852.The orthometric height was determined by differential leveling and
 DI0852.adjusted by the NATIONAL GEODETIC SURVEY
 DI0852.in August 2019.
 DI0852
 DI0852.Significant digits in the geoid height do not necessarily reflect accuracy.
 DI0852.GEOID18 height accuracy estimate available here.
 DI0852
 DI0852.Click photographs - Photos may exist for this station.
 DI0852
 DI0852.The dynamic height is computed by dividing the NAVD 88
 DI0852.geopotential number by the normal gravity value computed on the
 DI0852.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DI0852.degrees latitude (g = 980.6199 gals.).
 DI0852
 DI0852.The modeled gravity was interpolated from observed gravity values.
 DI0852
 DI0852;                    North         East    Units  Estimated Accuracy
 DI0852;SPC MN C     -   323,688.      723,510.      MT  (+/- 10 meters HH2 GPS)
 DI0852
 DI0852_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUN2852308535(NAD 83)
 DI0852
 DI0852                          SUPERSEDED SURVEY CONTROL
 DI0852
 DI0852  NAVD 88 (09/21/06)  478.386  (m)         1569.50   (f) SUPERSEDED  2 1
 DI0852
 DI0852.Superseded values are not recommended for survey control.
 DI0852
 DI0852.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DI0852.See file dsdata.pdf to determine how the superseded data were derived.
 DI0852
 DI0852_MARKER: DD = SURVEY DISK
 DI0852_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DI0852_STAMPING: 0303 V 4 2005
 DI0852_MARK LOGO: MNDT
 DI0852_PROJECTION: FLUSH
 DI0852_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DI0852_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DI0852_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DI0852+SATELLITE: SATELLITE OBSERVATIONS - June 30, 2021
 DI0852_ROD/PIPE-DEPTH: 10.7 meters
 DI0852
 DI0852  HISTORY     - Date     Condition        Report By
 DI0852  HISTORY     - 20050510 MONUMENTED       MNDT
 DI0852  HISTORY     - 20210630 GOOD             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.
 DI0852
 DI0852                          STATION RECOVERY (2021)
 DI0852
 DI0852'RECOVERY NOTE BY MN DEPT OF TRANSP 2021 (DAS)
 DI0852'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DI0851 ***********************************************************************
 DI0851  DESIGNATION -  0303 V 5
 DI0851  PID         -  DI0851
 DI0851  STATE/COUNTY-  MN/BECKER
 DI0851  COUNTRY     -  US
 DI0851  USGS QUAD   -  TWO INLETS (2019)
 DI0851
 DI0851                         *CURRENT SURVEY CONTROL
 DI0851  ______________________________________________________________________
 DI0851* NAD 83(1986) POSITION- 47 01 40.4    (N) 095 14 32.9    (W)   HD_HELD2
 DI0851* NAVD 88 ORTHO HEIGHT -   469.358 (meters)     1539.89  (feet) ADJUSTED
 DI0851  ______________________________________________________________________
 DI0851  GEOID HEIGHT    -        -27.044 (meters)                     GEOID18
 DI0851  DYNAMIC HEIGHT  -        469.393 (meters)     1540.00  (feet) COMP
 DI0851  MODELED GRAVITY -    980,672.5   (mgal)                       NAVD 88
 DI0851
 DI0851  VERT ORDER      -  SECOND    CLASS I
 DI0851
 DI0851.The horizontal coordinates were established by autonomous hand held GPS
 DI0851.observations and have an estimated accuracy of +/- 10 meters.
 DI0851
 DI0851.The orthometric height was determined by differential leveling and
 DI0851.adjusted by the NATIONAL GEODETIC SURVEY
 DI0851.in August 2019.
 DI0851
 DI0851.Significant digits in the geoid height do not necessarily reflect accuracy.
 DI0851.GEOID18 height accuracy estimate available here.
 DI0851
 DI0851.Click photographs - Photos may exist for this station.
 DI0851
 DI0851.The dynamic height is computed by dividing the NAVD 88
 DI0851.geopotential number by the normal gravity value computed on the
 DI0851.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DI0851.degrees latitude (g = 980.6199 gals.).
 DI0851
 DI0851.The modeled gravity was interpolated from observed gravity values.
 DI0851
 DI0851;                    North         East    Units  Estimated Accuracy
 DI0851;SPC MN C     -   325,873.      724,558.      MT  (+/- 10 meters HH2 GPS)
 DI0851
 DI0851_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUN2960610703(NAD 83)
 DI0851
 DI0851                          SUPERSEDED SURVEY CONTROL
 DI0851
 DI0851  NAVD 88 (09/21/06)  469.336  (m)         1539.81   (f) SUPERSEDED  2 1
 DI0851
 DI0851.Superseded values are not recommended for survey control.
 DI0851
 DI0851.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DI0851.See file dsdata.pdf to determine how the superseded data were derived.
 DI0851
 DI0851_MARKER: DD = SURVEY DISK
 DI0851_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DI0851_STAMPING: 0303 V 5 2005
 DI0851_MARK LOGO: MNDT
 DI0851_PROJECTION: FLUSH
 DI0851_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DI0851_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DI0851_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DI0851+SATELLITE: SATELLITE OBSERVATIONS - May 09, 2005
 DI0851_ROD/PIPE-DEPTH: 9.1 meters
 DI0851
 DI0851  HISTORY     - Date     Condition        Report By
 DI0851  HISTORY     - 20050509 MONUMENTED       MNDT
 DI0851
 DI0851                          STATION DESCRIPTION
 DI0851
 DI0851'DESCRIBED BY MN DEPT OF TRANSP 2005 (MPP)
 DI0851'THE MARK IS LOCATED 1.5 MILES SOUTHWEST OF TWO INLETS,  1.70 MILES
 DI0851'SOUTH ALONG COUNTY ROAD 135 FROM THE JUNCTION OF COUNTY ROAD 135 AND
 DI0851'COUNTY ROAD 44 (0.80 MILES WEST OF TWO INLETS), 54.6 FEET NORTHWEST OF
 DI0851'COUNTY ROAD 135, 23.9 FEET SOUTHEAST OF OLD ROAD GRADE, 1.1 FEET
 DI0851'SOUTHEAST OF WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DQ4296 ***********************************************************************
 DQ4296  DESIGNATION -  0303 V RESET
 DQ4296  PID         -  DQ4296
 DQ4296  STATE/COUNTY-  MN/BECKER
 DQ4296  COUNTRY     -  US
 DQ4296  USGS QUAD   -  OSAGE (2019)
 DQ4296
 DQ4296                         *CURRENT SURVEY CONTROL
 DQ4296  ______________________________________________________________________
 DQ4296* NAD 83(1986) POSITION- 46 55 12.19   (N) 095 15 00.21   (W)   HD_HELD1
 DQ4296* NAVD 88 ORTHO HEIGHT -   454.230 (meters)     1490.25  (feet) ADJUSTED
 DQ4296  ______________________________________________________________________
 DQ4296  GEOID HEIGHT    -        -27.006 (meters)                     GEOID18
 DQ4296  DYNAMIC HEIGHT  -        454.258 (meters)     1490.34  (feet) COMP
 DQ4296  MODELED GRAVITY -    980,660.7   (mgal)                       NAVD 88
 DQ4296
 DQ4296  VERT ORDER      -  SECOND    CLASS I
 DQ4296
 DQ4296.The horizontal coordinates were determined by differentially corrected
 DQ4296.hand held GPS observations or other comparable positioning techniques
 DQ4296.and have an estimated accuracy of +/- 3 meters.
 DQ4296
 DQ4296.The orthometric height was determined by differential leveling and
 DQ4296.adjusted by the NATIONAL GEODETIC SURVEY
 DQ4296.in August 2019.
 DQ4296
 DQ4296.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ4296.GEOID18 height accuracy estimate available here.
 DQ4296
 DQ4296.Click photographs - Photos may exist for this station.
 DQ4296
 DQ4296.The dynamic height is computed by dividing the NAVD 88
 DQ4296.geopotential number by the normal gravity value computed on the
 DQ4296.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ4296.degrees latitude (g = 980.6199 gals.).
 DQ4296
 DQ4296.The modeled gravity was interpolated from observed gravity values.
 DQ4296
 DQ4296;                    North         East    Units  Estimated Accuracy
 DQ4296;SPC MN C     -   313,893.6     723,830.2     MT  (+/- 3 meters HH1 GPS) 
 DQ4296
 DQ4296_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUM2868598737(NAD 83)
 DQ4296
 DQ4296                          SUPERSEDED SURVEY CONTROL
 DQ4296
 DQ4296.No superseded survey control is available for this station.
 DQ4296
 DQ4296_MARKER: I = METAL ROD
 DQ4296_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DQ4296_STAMPING: 0303 V RESET 2015
 DQ4296_MARK LOGO: MNDT
 DQ4296_PROJECTION: RECESSED 8 CENTIMETERS
 DQ4296_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DQ4296_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ4296_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DQ4296+SATELLITE: SATELLITE OBSERVATIONS - June 21, 2016
 DQ4296_ROD/PIPE-DEPTH: 27.4 meters
 DQ4296
 DQ4296  HISTORY     - Date     Condition        Report By
 DQ4296  HISTORY     - 20150820 MONUMENTED       MNDT
 DQ4296  HISTORY     - 20160621 GOOD             MNDT
 DQ4296  HISTORY     - 20220621 GOOD             MNDT
 DQ4296
 DQ4296                          STATION DESCRIPTION
 DQ4296
 DQ4296'DESCRIBED BY MN DEPT OF TRANSP 2015
 DQ4296'THE MARK IS LOCATED ABOUT ON EAST EDGE OF OSAGE, 0.9 MI (1.4 KM) EAST
 DQ4296'ALONG TRUNK HIGHWAY 34  FROM THE JUNCTION OF TRUNK HIGHWAY 34 AND
 DQ4296'TRUNK HIGHWAY 225 (JUNCTION IS 0.6 MI (1.0 KM) WEST OF OSAGE), AT
 DQ4296'TRUNK HIGHWAY 34 MILE POINT 65.90, 125.0 FT (38.1 M) SOUTH OF TRUNK
 DQ4296'HIGHWAY 34, 63.0 FT (19.2 M) SOUTHEAST OF DRIVEWAY NUMBER 54807, 59.4
 DQ4296'FT (18.1 M) SOUTHWEST OF POWER POLE WITH GUY WIRES, 2.4 FT (0.7 M)
 DQ4296'NORTHEAST OF RIGHT-OF-WAY POST, 1.9 FT (0.6 M) NORTH OF A FENCE LINE,
 DQ4296'1.4 FT (0.4 M) NORTH OF A WITNESS POST.
 DQ4296
 DQ4296                          STATION RECOVERY (2016)
 DQ4296
 DQ4296'RECOVERY NOTE BY MN DEPT OF TRANSP 2016 (KMS)
 DQ4296'IN OSAGE, 0.9 MI (1.4 KM) EAST ALONG TRUNK HIGHWAY 34 FROM THE
 DQ4296'JUNCTION OF TRUNK HIGHWAY 34 AND COUNTY ROAD 26/COUNTY ROAD 47 (THE
 DQ4296'JUNCTION IS 0.6 MI (1.0 KM) WEST OF OSAGE), AT TRUNK HIGHWAY 34 MILE
 DQ4296'POINT 65.90, 125.0 FT (38.1 M) SOUTH OF TRUNK HIGHWAY 34, 63.0 FT
 DQ4296'(19.2 M) SOUTHEAST OF DRIVEWAY NUMBER 54807, 59.4 FT (18.1 M)
 DQ4296'SOUTHWEST OF A POWER POLE WITH GUY WIRES, 2.4 FT (0.7 M) NORTHEAST OF
 DQ4296'A RIGHT-OF-WAY POST, 1.9 FT (0.6 M) NORTH OF A FENCE LINE, 1.4 FT (0.4
 DQ4296'M) NORTH OF A WITNESS POST.
 DQ4296
 DQ4296                          STATION RECOVERY (2022)
 DQ4296
 DQ4296'RECOVERY NOTE BY MN DEPT OF TRANSP 2022 (LMS)
 DQ4296'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DG7136 ***********************************************************************
 DG7136  DESIGNATION -  0303 W
 DG7136  PID         -  DG7136
 DG7136  STATE/COUNTY-  MN/BECKER
 DG7136  COUNTRY     -  US
 DG7136  USGS QUAD   -  PARK RAPIDS NW (2019)
 DG7136
 DG7136                         *CURRENT SURVEY CONTROL
 DG7136  ______________________________________________________________________
 DG7136* NAD 83(2011) POSITION- 46 55 12.96435(N) 095 13 19.12172(W)   ADJUSTED
 DG7136* NAD 83(2011) ELLIP HT-   426.113 (meters)        (06/20/23)   ADJUSTED
 DG7136* NAD 83(2011) EPOCH   -  2010.00
 DG7136* NAVD 88 ORTHO HEIGHT -   453.209 (meters)     1486.90  (feet) ADJUSTED
 DG7136  ______________________________________________________________________
 DG7136  GEOID HEIGHT    -        -27.065 (meters)                     GEOID18
 DG7136  NAD 83(2011) X  -   -397,229.267 (meters)                     COMP
 DG7136  NAD 83(2011) Y  - -4,346,342.714 (meters)                     COMP
 DG7136  NAD 83(2011) Z  -  4,636,026.400 (meters)                     COMP
 DG7136  LAPLACE CORR    -         -5.84  (seconds)                    DEFLEC18
 DG7136  DYNAMIC HEIGHT  -        453.236 (meters)     1486.99  (feet) COMP
 DG7136  MODELED GRAVITY -    980,658.6   (mgal)                       NAVD 88
 DG7136
 DG7136  VERT ORDER      -  SECOND    CLASS I
 DG7136
 DG7136  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DG7136  Standards:
 DG7136         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DG7136            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DG7136  -------------------------------------------------------------------
 DG7136  NETWORK    0.76   1.45           0.35   0.26   0.74     -0.01233427
 DG7136  -------------------------------------------------------------------
 DG7136  Click here for local accuracies and other accuracy information.
 DG7136
 DG7136.The horizontal coordinates were established by GPS observations
 DG7136.and adjusted by the MN DEPT OF TRANSP in June 2023.
 DG7136
 DG7136.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DG7136.been affixed to the stable North American tectonic plate. See 
 DG7136.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DG7136
 DG7136.The horizontal coordinates are valid at the epoch date displayed above
 DG7136.which is a decimal equivalence of Year/Month/Day.
 DG7136
 DG7136.The orthometric height was determined by differential leveling and
 DG7136.adjusted by the NATIONAL GEODETIC SURVEY
 DG7136.in August 2019.
 DG7136
 DG7136.Significant digits in the geoid height do not necessarily reflect accuracy.
 DG7136.GEOID18 height accuracy estimate available here.
 DG7136
 DG7136.Click photographs - Photos may exist for this station.
 DG7136
 DG7136.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DG7136
 DG7136.The Laplace correction was computed from DEFLEC18 derived deflections.
 DG7136
 DG7136.The ellipsoidal height was determined by GPS observations
 DG7136.and is referenced to NAD 83.
 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. The following values were computed from the NAD 83(2011) position.
 DG7136
 DG7136;                    North         East     Units Scale Factor Converg.
 DG7136;SPC MN C     -   313,890.841   725,969.089   MT  0.99997423   -0 42 11.2
 DG7136;SPC MN C     - 1,029,823.53  2,381,783.59   sFT  0.99997423   -0 42 11.2
 DG7136;UTM  15      - 5,198,700.419   330,824.475   MT  0.99995177   -1 37 24.0
 DG7136
 DG7136!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG7136!SPC MN C     -   0.99993321  x   0.99997423  =   0.99990744
 DG7136!UTM  15      -   0.99993321  x   0.99995177  =   0.99988498
 DG7136
 DG7136_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUM3082498700(NAD 83)
 DG7136
 DG7136                          SUPERSEDED SURVEY CONTROL
 DG7136
 DG7136  NAVD 88 (12/15/04)  453.179  (m)         1486.80   (f) SUPERSEDED  2 1
 DG7136
 DG7136.Superseded values are not recommended for survey control.
 DG7136
 DG7136.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG7136.See file dsdata.pdf to determine how the superseded data were derived.
 DG7136
 DG7136_MARKER: DD = SURVEY DISK
 DG7136_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DG7136_STAMPING: 0303 W 2000
 DG7136_MARK LOGO: MNDT
 DG7136_PROJECTION: RECESSED 3 CENTIMETERS
 DG7136_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DG7136_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DG7136_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG7136+SATELLITE: SATELLITE OBSERVATIONS - February 27, 2023
 DG7136_ROD/PIPE-DEPTH: 21.3 meters
 DG7136
 DG7136  HISTORY     - Date     Condition        Report By
 DG7136  HISTORY     - 20000913 MONUMENTED       MNDT
 DG7136  HISTORY     - 20050503 GOOD             MNDT
 DG7136  HISTORY     - 20150825 GOOD             MNDT
 DG7136  HISTORY     - 20210629 GOOD             MNDT
 DG7136  HISTORY     - 20230227 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
 DG7136
 DG7136                          STATION RECOVERY (2015)
 DG7136
 DG7136'RECOVERY NOTE BY MN DEPT OF TRANSP 2015 (KMS)
 DG7136'RECOVERED IN GOOD CONDITION.
 DG7136
 DG7136                          STATION RECOVERY (2021)
 DG7136
 DG7136'RECOVERY NOTE BY MN DEPT OF TRANSP 2021 (DAS)
 DG7136'RECOVERED IN GOOD CONDITION.
 DG7136
 DG7136                          STATION RECOVERY (2023)
 DG7136
 DG7136'RECOVERY NOTE BY MN DEPT OF TRANSP 2023 (AXH)
 DG7136'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DR9164 ***********************************************************************
 DR9164  HT_MOD      -  This is a Height Modernization Survey Station.
 DR9164  DESIGNATION -  0303 X RESET
 DR9164  PID         -  DR9164
 DR9164  STATE/COUNTY-  MN/BECKER
 DR9164  COUNTRY     -  US
 DR9164  USGS QUAD   -  PARK RAPIDS NW (2019)
 DR9164
 DR9164                         *CURRENT SURVEY CONTROL
 DR9164  ______________________________________________________________________
 DR9164* NAD 83(2011) POSITION- 46 55 13.89485(N) 095 11 00.98674(W)   ADJUSTED
 DR9164* NAD 83(2011) ELLIP HT-   422.337 (meters)        (06/20/23)   ADJUSTED
 DR9164* NAD 83(2011) EPOCH   -  2010.00
 DR9164* NAVD 88 ORTHO HEIGHT -   449.50  (meters)     1474.7   (feet) GPS OBS
 DR9164  ______________________________________________________________________
 DR9164  GEOID HEIGHT    -        -27.138 (meters)                     GEOID18
 DR9164  NAD 83(2011) X  -   -394,316.315 (meters)                     COMP
 DR9164  NAD 83(2011) Y  - -4,346,584.291 (meters)                     COMP
 DR9164  NAD 83(2011) Z  -  4,636,043.269 (meters)                     COMP
 DR9164  LAPLACE CORR    -         -5.13  (seconds)                    DEFLEC18
 DR9164
 DR9164  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DR9164  Standards:
 DR9164         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DR9164            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DR9164  -------------------------------------------------------------------
 DR9164  NETWORK    0.75   1.41           0.34   0.26   0.72     -0.02106949
 DR9164  -------------------------------------------------------------------
 DR9164  Click here for local accuracies and other accuracy information.
 DR9164
 DR9164.The horizontal coordinates were established by GPS observations
 DR9164.and adjusted by the MN DEPT OF TRANSP in June 2023.
 DR9164
 DR9164.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DR9164.been affixed to the stable North American tectonic plate. See 
 DR9164.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DR9164
 DR9164.The horizontal coordinates are valid at the epoch date displayed above
 DR9164.which is a decimal equivalence of Year/Month/Day.
 DR9164
 DR9164.The orthometric height was determined by GPS observations and a
 DR9164.high-resolution geoid model using precise GPS observation and
 DR9164.processing techniques.
 DR9164
 DR9164.Significant digits in the geoid height do not necessarily reflect accuracy.
 DR9164.GEOID18 height accuracy estimate available here.
 DR9164
 DR9164.Click photographs - Photos may exist for this station.
 DR9164
 DR9164.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DR9164
 DR9164.The Laplace correction was computed from DEFLEC18 derived deflections.
 DR9164
 DR9164.The ellipsoidal height was determined by GPS observations
 DR9164.and is referenced to NAD 83.
 DR9164
 DR9164. The following values were computed from the NAD 83(2011) position.
 DR9164
 DR9164;                    North         East     Units Scale Factor Converg.
 DR9164;SPC MN C     -   313,884.416   728,891.811   MT  0.99997428   -0 40 31.3
 DR9164;SPC MN C     - 1,029,802.45  2,391,372.55   sFT  0.99997428   -0 40 31.3
 DR9164;UTM  15      - 5,198,647.065   333,746.634   MT  0.99993973   -1 35 43.0
 DR9164
 DR9164!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DR9164!SPC MN C     -   0.99993380  x   0.99997428  =   0.99990808
 DR9164!UTM  15      -   0.99993380  x   0.99993973  =   0.99987354
 DR9164
 DR9164_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUM3374698647(NAD 83)
 DR9164
 DR9164                          SUPERSEDED SURVEY CONTROL
 DR9164
 DR9164.No superseded survey control is available for this station.
 DR9164
 DR9164_MARKER: I = METAL ROD
 DR9164_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DR9164_STAMPING: 0303 X RESET 2022
 DR9164_MARK LOGO: MNDT
 DR9164_PROJECTION: RECESSED 8 CENTIMETERS
 DR9164_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DR9164_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DR9164_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DR9164+SATELLITE: SATELLITE OBSERVATIONS - February 27, 2023
 DR9164_ROD/PIPE-DEPTH: 16.8 meters
 DR9164
 DR9164  HISTORY     - Date     Condition        Report By
 DR9164  HISTORY     - 20220622 MONUMENTED       MNDT
 DR9164  HISTORY     - 20230227 GOOD             MNDT
 DR9164
 DR9164                          STATION DESCRIPTION
 DR9164
 DR9164'DESCRIBED BY MN DEPT OF TRANSP 2023 (AXH)
 DR9164'3.5 MILES EAST OF OSAGE, 4.0 MILES EAST ALONG TRUNK HIGHWAY 34 FROM
 DR9164'THE JUNCTION OF TRUNK HIGHWAY 34 AND COUNTY ROAD 26/COUNTY ROAD 47
 DR9164'(THE JUNCTION IS 0.6 MILE WEST OF OSAGE,) AT TRUNK HIGHWAY 34
 DR9164'MILEPOINT 69.00, 132.5 FEET NORTH OF TRUNK HIGHWAY 34, 45.0 FEET EAST
 DR9164'OF BRILL AVENUE, 38.6 FEET NORTH OF A CABLE MARKER, 2.2 FEET NORTH OF
 DR9164'A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DR9165 ***********************************************************************
 DR9165  HT_MOD      -  This is a Height Modernization Survey Station.
 DR9165  DESIGNATION -  0303 Y RESET
 DR9165  PID         -  DR9165
 DR9165  STATE/COUNTY-  MN/BECKER
 DR9165  COUNTRY     -  US
 DR9165  USGS QUAD   -  PARK RAPIDS NW (2019)
 DR9165
 DR9165                         *CURRENT SURVEY CONTROL
 DR9165  ______________________________________________________________________
 DR9165* NAD 83(2011) POSITION- 46 55 14.68043(N) 095 09 45.07694(W)   ADJUSTED
 DR9165* NAD 83(2011) ELLIP HT-   420.658 (meters)        (06/20/23)   ADJUSTED
 DR9165* NAD 83(2011) EPOCH   -  2010.00
 DR9165* NAVD 88 ORTHO HEIGHT -   447.85  (meters)     1469.3   (feet) GPS OBS
 DR9165  ______________________________________________________________________
 DR9165  GEOID HEIGHT    -        -27.174 (meters)                     GEOID18
 DR9165  NAD 83(2011) X  -   -392,714.956 (meters)                     COMP
 DR9165  NAD 83(2011) Y  - -4,346,710.323 (meters)                     COMP
 DR9165  NAD 83(2011) Z  -  4,636,058.613 (meters)                     COMP
 DR9165  LAPLACE CORR    -         -4.84  (seconds)                    DEFLEC18
 DR9165
 DR9165  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DR9165  Standards:
 DR9165         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DR9165            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DR9165  -------------------------------------------------------------------
 DR9165  NETWORK    0.75   1.41           0.34   0.26   0.72     -0.04893465
 DR9165  -------------------------------------------------------------------
 DR9165  Click here for local accuracies and other accuracy information.
 DR9165
 DR9165.The horizontal coordinates were established by GPS observations
 DR9165.and adjusted by the MN DEPT OF TRANSP in June 2023.
 DR9165
 DR9165.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DR9165.been affixed to the stable North American tectonic plate. See 
 DR9165.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DR9165
 DR9165.The horizontal coordinates are valid at the epoch date displayed above
 DR9165.which is a decimal equivalence of Year/Month/Day.
 DR9165
 DR9165.The orthometric height was determined by GPS observations and a
 DR9165.high-resolution geoid model using precise GPS observation and
 DR9165.processing techniques.
 DR9165
 DR9165.Significant digits in the geoid height do not necessarily reflect accuracy.
 DR9165.GEOID18 height accuracy estimate available here.
 DR9165
 DR9165.Click photographs - Photos may exist for this station.
 DR9165
 DR9165.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DR9165
 DR9165.The Laplace correction was computed from DEFLEC18 derived deflections.
 DR9165
 DR9165.The ellipsoidal height was determined by GPS observations
 DR9165.and is referenced to NAD 83.
 DR9165
 DR9165. The following values were computed from the NAD 83(2011) position.
 DR9165
 DR9165;                    North         East     Units Scale Factor Converg.
 DR9165;SPC MN C     -   313,889.956   730,498.037   MT  0.99997431   -0 39 36.4
 DR9165;SPC MN C     - 1,029,820.63  2,396,642.31   sFT  0.99997431   -0 39 36.4
 DR9165;UTM  15      - 5,198,626.819   335,352.681   MT  0.99993319   -1 34 47.6
 DR9165
 DR9165!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DR9165!SPC MN C     -   0.99993407  x   0.99997431  =   0.99990838
 DR9165!UTM  15      -   0.99993407  x   0.99993319  =   0.99986726
 DR9165
 DR9165_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUM3535298626(NAD 83)
 DR9165
 DR9165                          SUPERSEDED SURVEY CONTROL
 DR9165
 DR9165.No superseded survey control is available for this station.
 DR9165
 DR9165_MARKER: I = METAL ROD
 DR9165_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DR9165_STAMPING: 0303 Y RESET 2022
 DR9165_MARK LOGO: MNDT
 DR9165_PROJECTION: RECESSED 8 CENTIMETERS
 DR9165_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DR9165_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DR9165_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DR9165+SATELLITE: SATELLITE OBSERVATIONS - February 27, 2023
 DR9165_ROD/PIPE-DEPTH: 15.2 meters
 DR9165
 DR9165  HISTORY     - Date     Condition        Report By
 DR9165  HISTORY     - 20220622 MONUMENTED       MNDT
 DR9165  HISTORY     - 20230227 GOOD             MNDT
 DR9165
 DR9165                          STATION DESCRIPTION
 DR9165
 DR9165'DESCRIBED BY MN DEPT OF TRANSP 2023 (AXH)
 DR9165'5.0 MILES WEST OF PARK RAPIDS, 5.0 MILES WEST ALONG TRUNK HIGHWAY 34
 DR9165'FROM THE JUNCTION OF TRUNK HIGHWAY 34 AND TRUNK HIGHWAY 71 IN PARK
 DR9165'RAPIDS, AT TRUNK HIGHWAY 34 MILEPOINT 70.05, 110.5 FEET NORTH OF TRUNK
 DR9165'HIGHWAY 34, 60.0 FEET WEST OF COUNTY ROAD 117 (BECKER LINE ROAD/590TH
 DR9165'AVENUE), 36.7 FEET NORTHWEST OF A CABLE MARKER, 2.1 FEET NORTH OF A
 DR9165'WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DR9166 ***********************************************************************
 DR9166  HT_MOD      -  This is a Height Modernization Survey Station.
 DR9166  DESIGNATION -  0303 Z RESET
 DR9166  PID         -  DR9166
 DR9166  STATE/COUNTY-  MN/BECKER
 DR9166  COUNTRY     -  US
 DR9166  USGS QUAD   -  OSAGE (2019)
 DR9166
 DR9166                         *CURRENT SURVEY CONTROL
 DR9166  ______________________________________________________________________
 DR9166* NAD 83(2011) POSITION- 46 55 14.91367(N) 095 16 09.11650(W)   ADJUSTED
 DR9166* NAD 83(2011) ELLIP HT-   427.643 (meters)        (06/20/23)   ADJUSTED
 DR9166* NAD 83(2011) EPOCH   -  2010.00
 DR9166* NAVD 88 ORTHO HEIGHT -   454.63  (meters)     1491.6   (feet) GPS OBS
 DR9166  ______________________________________________________________________
 DR9166  GEOID HEIGHT    -        -26.964 (meters)                     GEOID18
 DR9166  NAD 83(2011) X  -   -400,807.262 (meters)                     COMP
 DR9166  NAD 83(2011) Y  - -4,345,971.114 (meters)                     COMP
 DR9166  NAD 83(2011) Z  -  4,636,068.635 (meters)                     COMP
 DR9166  LAPLACE CORR    -         -6.59  (seconds)                    DEFLEC18
 DR9166
 DR9166  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DR9166  Standards:
 DR9166         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DR9166            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DR9166  -------------------------------------------------------------------
 DR9166  NETWORK    0.77   1.45           0.35   0.27   0.74     -0.03383066
 DR9166  -------------------------------------------------------------------
 DR9166  Click here for local accuracies and other accuracy information.
 DR9166
 DR9166.The horizontal coordinates were established by GPS observations
 DR9166.and adjusted by the MN DEPT OF TRANSP in June 2023.
 DR9166
 DR9166.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DR9166.been affixed to the stable North American tectonic plate. See 
 DR9166.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DR9166
 DR9166.The horizontal coordinates are valid at the epoch date displayed above
 DR9166.which is a decimal equivalence of Year/Month/Day.
 DR9166
 DR9166.The orthometric height was determined by GPS observations and a
 DR9166.high-resolution geoid model using precise GPS observation and
 DR9166.processing techniques.
 DR9166
 DR9166.Significant digits in the geoid height do not necessarily reflect accuracy.
 DR9166.GEOID18 height accuracy estimate available here.
 DR9166
 DR9166.Click photographs - Photos may exist for this station.
 DR9166
 DR9166.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DR9166
 DR9166.The Laplace correction was computed from DEFLEC18 derived deflections.
 DR9166
 DR9166.The ellipsoidal height was determined by GPS observations
 DR9166.and is referenced to NAD 83.
 DR9166
 DR9166. The following values were computed from the NAD 83(2011) position.
 DR9166
 DR9166;                    North         East     Units Scale Factor Converg.
 DR9166;SPC MN C     -   313,996.238   722,373.478   MT  0.99997433   -0 44 14.2
 DR9166;SPC MN C     - 1,030,169.32  2,369,986.99   sFT  0.99997433   -0 44 14.2
 DR9166;UTM  15      - 5,198,863.558   327,231.075   MT  0.99996688   -1 39 28.3
 DR9166
 DR9166!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DR9166!SPC MN C     -   0.99993297  x   0.99997433  =   0.99990730
 DR9166!UTM  15      -   0.99993297  x   0.99996688  =   0.99989985
 DR9166
 DR9166_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUM2723198863(NAD 83)
 DR9166
 DR9166                          SUPERSEDED SURVEY CONTROL
 DR9166
 DR9166.No superseded survey control is available for this station.
 DR9166
 DR9166_MARKER: I = METAL ROD
 DR9166_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DR9166_STAMPING: 0303 Z RESET 2022
 DR9166_MARK LOGO: MNDT
 DR9166_PROJECTION: RECESSED 8 CENTIMETERS
 DR9166_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DR9166_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DR9166_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DR9166+SATELLITE: SATELLITE OBSERVATIONS - February 28, 2023
 DR9166_ROD/PIPE-DEPTH: 14.3 meters
 DR9166
 DR9166  HISTORY     - Date     Condition        Report By
 DR9166  HISTORY     - 20220622 MONUMENTED       MNDT
 DR9166  HISTORY     - 20230228 GOOD             MNDT
 DR9166
 DR9166                          STATION DESCRIPTION
 DR9166
 DR9166'DESCRIBED BY MN DEPT OF TRANSP 2023 (AXD)
 DR9166'0.5 MILE WEST OF OSAGE, AT THE JUNCTION OF TRUNK HIGHWAY 34 AND COUNTY
 DR9166'ROAD 26/COUNTY ROAD 47 (THE JUNCTION IS 0.5 MILE WEST OF OSAGE), AT
 DR9166'TRUNK HIGHWAY 34 MILEPOINT 65.0, 194.4 FEET NORTH OF TRUNK HIGHWAY 34,
 DR9166'86.0 FEET WEST OF TRUNK HIGHWAY 225, 49.6 FEET WEST OF A POWER POLE,
 DR9166'2.6 FEET SOUTH OF A RIGHT-OF-WAY POST, 1.5 FEET SOUTH OF A WITNESS
 DR9166'POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DQ2069 ***********************************************************************
 DQ2069  DESIGNATION -  0304 F
 DQ2069  PID         -  DQ2069
 DQ2069  STATE/COUNTY-  MN/BECKER
 DQ2069  COUNTRY     -  US
 DQ2069  USGS QUAD   -  AUDUBON (2019)
 DQ2069
 DQ2069                         *CURRENT SURVEY CONTROL
 DQ2069  ______________________________________________________________________
 DQ2069* NAD 83(2011) POSITION- 46 47 50.44718(N) 095 52 41.72823(W)   ADJUSTED
 DQ2069* NAD 83(2011) ELLIP HT-   382.817 (meters)        (10/25/23)   ADJUSTED
 DQ2069* NAD 83(2011) EPOCH   -  2010.00
 DQ2069* NAVD 88 ORTHO HEIGHT -   409.397 (meters)     1343.16  (feet) ADJUSTED
 DQ2069  ______________________________________________________________________
 DQ2069  GEOID HEIGHT    -        -26.585 (meters)                     GEOID18
 DQ2069  NAD 83(2011) X  -   -448,004.375 (meters)                     COMP
 DQ2069  NAD 83(2011) Y  - -4,351,397.396 (meters)                     COMP
 DQ2069  NAD 83(2011) Z  -  4,626,650.150 (meters)                     COMP
 DQ2069  LAPLACE CORR    -         -0.76  (seconds)                    DEFLEC18
 DQ2069  DYNAMIC HEIGHT  -        409.423 (meters)     1343.25  (feet) COMP
 DQ2069  MODELED GRAVITY -    980,665.0   (mgal)                       NAVD 88
 DQ2069
 DQ2069  VERT ORDER      -  SECOND    CLASS I
 DQ2069
 DQ2069  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DQ2069  Standards:
 DQ2069         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DQ2069            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DQ2069  -------------------------------------------------------------------
 DQ2069  NETWORK    0.66   1.33           0.30   0.23   0.68     -0.08541817
 DQ2069  -------------------------------------------------------------------
 DQ2069  Click here for local accuracies and other accuracy information.
 DQ2069
 DQ2069.The horizontal coordinates were established by GPS observations
 DQ2069.and adjusted by the MN DEPT OF TRANSP in October 2023.
 DQ2069
 DQ2069.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DQ2069.been affixed to the stable North American tectonic plate. See 
 DQ2069.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DQ2069
 DQ2069.The horizontal coordinates are valid at the epoch date displayed above
 DQ2069.which is a decimal equivalence of Year/Month/Day.
 DQ2069
 DQ2069.The orthometric height was determined by differential leveling and
 DQ2069.adjusted by the NATIONAL GEODETIC SURVEY
 DQ2069.in August 2019.
 DQ2069
 DQ2069.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ2069.GEOID18 height accuracy estimate available here.
 DQ2069
 DQ2069.Click photographs - Photos may exist for this station.
 DQ2069
 DQ2069.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DQ2069
 DQ2069.The Laplace correction was computed from DEFLEC18 derived deflections.
 DQ2069
 DQ2069.The ellipsoidal height was determined by GPS observations
 DQ2069.and is referenced to NAD 83.
 DQ2069
 DQ2069.The dynamic height is computed by dividing the NAVD 88
 DQ2069.geopotential number by the normal gravity value computed on the
 DQ2069.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ2069.degrees latitude (g = 980.6199 gals.).
 DQ2069
 DQ2069.The modeled gravity was interpolated from observed gravity values.
 DQ2069
 DQ2069. The following values were computed from the NAD 83(2011) position.
 DQ2069
 DQ2069;                    North         East     Units Scale Factor Converg.
 DQ2069;SPC MN C     -   301,049.757   675,708.162   MT  0.99995458   -1 10 40.3
 DQ2069;SPC MN C     -   987,694.08  2,216,885.86   sFT  0.99995458   -1 10 40.3
 DQ2069;UTM  15      - 5,186,667.442   280,358.481   MT  1.00019299   -2 05 56.1
 DQ2069
 DQ2069!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DQ2069!SPC MN C     -   0.99994000  x   0.99995458  =   0.99989458
 DQ2069!UTM  15      -   0.99994000  x   1.00019299  =   1.00013297
 DQ2069
 DQ2069_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTM8035886667(NAD 83)
 DQ2069
 DQ2069                          SUPERSEDED SURVEY CONTROL
 DQ2069
 DQ2069.No superseded survey control is available for this station.
 DQ2069
 DQ2069_MARKER: DB = BENCH MARK DISK
 DQ2069_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 DQ2069_STAMPING: 0304 F 1967
 DQ2069_MARK LOGO: MNHD
 DQ2069_PROJECTION: FLUSH
 DQ2069_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DQ2069_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DQ2069_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ2069+SATELLITE: SATELLITE OBSERVATIONS - April 25, 2023
 DQ2069
 DQ2069  HISTORY     - Date     Condition        Report By
 DQ2069  HISTORY     - 19670401 MONUMENTED       MNHD
 DQ2069  HISTORY     - 20140507 GOOD             MNDT
 DQ2069  HISTORY     - 20190919 GOOD             MNDT
 DQ2069  HISTORY     - 20230425 GOOD             MNDT
 DQ2069
 DQ2069                          STATION DESCRIPTION
 DQ2069
 DQ2069'DESCRIBED BY MN DEPT OF TRANSP 2014 (MAS)
 DQ2069'THE STATION IS LOCATED ABOUT 9.7 MI (15.6 KM) WEST-NORTHWEST OF
 DQ2069'FRAZEE, 6.7 MI (10.8 KM) SOUTHEAST OF AUDUBON AND 2.1 MI (3.4 KM)
 DQ2069'SOUTHWEST OF DETROIT LAKES.
 DQ2069'
 DQ2069'TO REACH THE MARK GO 2.1 MI (3.4 KM) SOUTHWEST ALONG TRUNK HIGHWAY 59
 DQ2069'FROM THE JUNCTION OF TRUNK HIGHWAYS 59 AND 10 IN DETROIT LAKES, AT
 DQ2069'TRUNK HIGHWAY 59 MILE POINT 261.9, AT THE JUNCTION OF TRUNK HIGHWAY 59
 DQ2069'AND COUNTY ROAD 6.
 DQ2069'
 DQ2069'THE MARK IS LOCATED 204.0 FT (62.2 M) NORTH OF COUNTY ROAD 6, 74.0 FT
 DQ2069'(22.6 M) WEST OF TRUNK HIGHWAY 59, 42.0 FT (12.8 M) NORTH AND 30.0 FT
 DQ2069'(9.1 M) WEST OF CULVERT, 1.0 FT (0.3 M) EAST OF A WITNESS POST.
 DQ2069
 DQ2069                          STATION RECOVERY (2019)
 DQ2069
 DQ2069'RECOVERY NOTE BY MN DEPT OF TRANSP 2019 (KMS)
 DQ2069'RECOVERED IN GOOD CONDITION.
 DQ2069
 DQ2069                          STATION RECOVERY (2023)
 DQ2069
 DQ2069'RECOVERY NOTE BY MN DEPT OF TRANSP 2023 (BXG)
 DQ2069'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DQ2073 ***********************************************************************
 DQ2073  DESIGNATION -  0304 G
 DQ2073  PID         -  DQ2073
 DQ2073  STATE/COUNTY-  MN/BECKER
 DQ2073  COUNTRY     -  US
 DQ2073  USGS QUAD   -  DETROIT LAKES (2019)
 DQ2073
 DQ2073                         *CURRENT SURVEY CONTROL
 DQ2073  ______________________________________________________________________
 DQ2073* NAD 83(2011) POSITION- 46 49 21.27138(N) 095 51 21.90137(W)   ADJUSTED
 DQ2073* NAD 83(2011) ELLIP HT-   394.731 (meters)        (06/20/23)   ADJUSTED
 DQ2073* NAD 83(2011) EPOCH   -  2010.00
 DQ2073* NAVD 88 ORTHO HEIGHT -   421.333 (meters)     1382.32  (feet) ADJUSTED
 DQ2073  ______________________________________________________________________
 DQ2073  GEOID HEIGHT    -        -26.599 (meters)                     GEOID18
 DQ2073  NAD 83(2011) X  -   -446,112.486 (meters)                     COMP
 DQ2073  NAD 83(2011) Y  - -4,349,544.291 (meters)                     COMP
 DQ2073  NAD 83(2011) Z  -  4,628,578.499 (meters)                     COMP
 DQ2073  LAPLACE CORR    -         -0.25  (seconds)                    DEFLEC18
 DQ2073  DYNAMIC HEIGHT  -        421.362 (meters)     1382.42  (feet) COMP
 DQ2073  MODELED GRAVITY -    980,669.3   (mgal)                       NAVD 88
 DQ2073
 DQ2073  VERT ORDER      -  SECOND    CLASS I
 DQ2073
 DQ2073  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DQ2073  Standards:
 DQ2073         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DQ2073            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DQ2073  -------------------------------------------------------------------
 DQ2073  NETWORK    0.44   0.90           0.20   0.15   0.46     -0.07584226
 DQ2073  -------------------------------------------------------------------
 DQ2073  Click here for local accuracies and other accuracy information.
 DQ2073
 DQ2073.The horizontal coordinates were established by GPS observations
 DQ2073.and adjusted by the MN DEPT OF TRANSP in June 2023.
 DQ2073
 DQ2073.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DQ2073.been affixed to the stable North American tectonic plate. See 
 DQ2073.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DQ2073
 DQ2073.The horizontal coordinates are valid at the epoch date displayed above
 DQ2073.which is a decimal equivalence of Year/Month/Day.
 DQ2073
 DQ2073.The orthometric height was determined by differential leveling and
 DQ2073.adjusted by the NATIONAL GEODETIC SURVEY
 DQ2073.in August 2019.
 DQ2073
 DQ2073.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ2073.GEOID18 height accuracy estimate available here.
 DQ2073
 DQ2073.Click photographs - Photos may exist for this station.
 DQ2073
 DQ2073.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DQ2073
 DQ2073.The Laplace correction was computed from DEFLEC18 derived deflections.
 DQ2073
 DQ2073.The ellipsoidal height was determined by GPS observations
 DQ2073.and is referenced to NAD 83.
 DQ2073
 DQ2073.The dynamic height is computed by dividing the NAVD 88
 DQ2073.geopotential number by the normal gravity value computed on the
 DQ2073.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ2073.degrees latitude (g = 980.6199 gals.).
 DQ2073
 DQ2073.The modeled gravity was interpolated from observed gravity values.
 DQ2073
 DQ2073. The following values were computed from the NAD 83(2011) position.
 DQ2073
 DQ2073;                    North         East     Units Scale Factor Converg.
 DQ2073;SPC MN C     -   303,819.128   677,457.438   MT  0.99995823   -1 09 42.6
 DQ2073;SPC MN C     -   996,779.92  2,222,624.94   sFT  0.99995823   -1 09 42.6
 DQ2073;UTM  15      - 5,189,408.960   282,152.481   MT  1.00018334   -2 05 00.9
 DQ2073
 DQ2073!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DQ2073!SPC MN C     -   0.99993813  x   0.99995823  =   0.99989636
 DQ2073!UTM  15      -   0.99993813  x   1.00018334  =   1.00012146
 DQ2073
 DQ2073_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTM8215289408(NAD 83)
 DQ2073
 DQ2073                          SUPERSEDED SURVEY CONTROL
 DQ2073
 DQ2073.No superseded survey control is available for this station.
 DQ2073
 DQ2073_MARKER: F = FLANGE-ENCASED ROD
 DQ2073_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DQ2073_STAMPING: 0304 G 2014
 DQ2073_MARK LOGO: MNDT
 DQ2073_PROJECTION: FLUSH
 DQ2073_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DQ2073_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ2073_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ2073+SATELLITE: SATELLITE OBSERVATIONS - June 08, 2023
 DQ2073_ROD/PIPE-DEPTH: 4.3 meters
 DQ2073
 DQ2073  HISTORY     - Date     Condition        Report By
 DQ2073  HISTORY     - 20140528 MONUMENTED       MNDT
 DQ2073  HISTORY     - 20150819 GOOD             MNDT
 DQ2073  HISTORY     - 20190919 GOOD             MNDT
 DQ2073  HISTORY     - 20221104 GOOD             MNDT
 DQ2073  HISTORY     - 20230308 GOOD             MNDT
 DQ2073  HISTORY     - 20230425 GOOD             MNDT
 DQ2073  HISTORY     - 20230608 GOOD             MNDT
 DQ2073
 DQ2073                          STATION DESCRIPTION
 DQ2073
 DQ2073'DESCRIBED BY MN DEPT OF TRANSP 2014
 DQ2073'THE STATION IS LOCATED ABOUT 8.4 MI (13.5 KM) WEST-SOUTHWEST OF
 DQ2073'ROCHERT, 6.6 MI (10.6 KM) EAST-SOUTHEAST OF AUDUBON AND 0.6 MI (1.0
 DQ2073'KM) NORTHWEST OF DETROIT LAKES.
 DQ2073'
 DQ2073'TO REACH THE MARK AT THE JUNCTION OF TRUNK HIGHWAYS 59 AND 10 IN
 DQ2073'DETROIT LAKES, AT TRUNK HIGHWAY 59 MILE POINT 263.9, 73.9 FT (22.5 M)
 DQ2073'SOUTHEAST OF NORTHBOUND TRUNK HIGHWAY 59.
 DQ2073'
 DQ2073'THE MARK IS LOCATED 110.7 FT (33.7 M) SOUTHWEST OF EASTBOUND TRUNK
 DQ2073'HIGHWAY 10, 47.9 FT (14.6 M) SOUTHWEST OF THE SOUTHWEST CORNER OF
 DQ2073'UTILITIES BOX, 1.5 FT (0.5 M) NORTHEAST OF A WITNESS POST.
 DQ2073'
 DQ2073'NOTE - THE STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM
 DQ2073'ROD DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION REMOVABLE
 DQ2073'DISK SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH
 DQ2073'PVC PIPE BACK FILLED WITH WASHED SAND.
 DQ2073
 DQ2073                          STATION RECOVERY (2015)
 DQ2073
 DQ2073'RECOVERY NOTE BY MN DEPT OF TRANSP 2015 (JMH)
 DQ2073'RECOVERED IN GOOD CONDITION.
 DQ2073
 DQ2073                          STATION RECOVERY (2019)
 DQ2073
 DQ2073'RECOVERY NOTE BY MN DEPT OF TRANSP 2019 (KMS)
 DQ2073'RECOVERED IN GOOD CONDITION.
 DQ2073
 DQ2073                          STATION RECOVERY (2022)
 DQ2073
 DQ2073'RECOVERY NOTE BY MN DEPT OF TRANSP 2022 (TJD)
 DQ2073'RECOVERED AS DESCRIBED.
 DQ2073
 DQ2073                          STATION RECOVERY (2023)
 DQ2073
 DQ2073'RECOVERY NOTE BY MN DEPT OF TRANSP 2023 (BXG)
 DQ2073'RECOVERED AS DESCRIBED.
 DQ2073
 DQ2073                          STATION RECOVERY (2023)
 DQ2073
 DQ2073'RECOVERY NOTE BY MN DEPT OF TRANSP 2023 (LXG)
 DQ2073'RECOVERED AS DESCRIBED.
 DQ2073
 DQ2073                          STATION RECOVERY (2023)
 DQ2073
 DQ2073'RECOVERY NOTE BY MN DEPT OF TRANSP 2023 (FXP)
 DQ2073'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DQ2072 ***********************************************************************
 DQ2072  DESIGNATION -  0304 H
 DQ2072  PID         -  DQ2072
 DQ2072  STATE/COUNTY-  MN/BECKER
 DQ2072  COUNTRY     -  US
 DQ2072  USGS QUAD   -  DETROIT LAKES (2019)
 DQ2072
 DQ2072                         *CURRENT SURVEY CONTROL
 DQ2072  ______________________________________________________________________
 DQ2072* NAD 83(2011) POSITION- 46 48 56.28481(N) 095 52 03.41451(W)   ADJUSTED
 DQ2072* NAD 83(2011) ELLIP HT-   383.663 (meters)        (06/20/23)   ADJUSTED
 DQ2072* NAD 83(2011) EPOCH   -  2010.00
 DQ2072* NAVD 88 ORTHO HEIGHT -   410.264 (meters)     1346.01  (feet) ADJUSTED
 DQ2072  ______________________________________________________________________
 DQ2072  GEOID HEIGHT    -        -26.594 (meters)                     GEOID18
 DQ2072  NAD 83(2011) X  -   -447,044.620 (meters)                     COMP
 DQ2072  NAD 83(2011) Y  - -4,350,006.604 (meters)                     COMP
 DQ2072  NAD 83(2011) Z  -  4,628,042.401 (meters)                     COMP
 DQ2072  LAPLACE CORR    -         -0.50  (seconds)                    DEFLEC18
 DQ2072  DYNAMIC HEIGHT  -        410.291 (meters)     1346.10  (feet) COMP
 DQ2072  MODELED GRAVITY -    980,667.9   (mgal)                       NAVD 88
 DQ2072
 DQ2072  VERT ORDER      -  SECOND    CLASS I
 DQ2072
 DQ2072  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DQ2072  Standards:
 DQ2072         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DQ2072            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DQ2072  -------------------------------------------------------------------
 DQ2072  NETWORK    0.46   0.88           0.21   0.16   0.45     -0.04630569
 DQ2072  -------------------------------------------------------------------
 DQ2072  Click here for local accuracies and other accuracy information.
 DQ2072
 DQ2072.The horizontal coordinates were established by GPS observations
 DQ2072.and adjusted by the MN DEPT OF TRANSP in June 2023.
 DQ2072
 DQ2072.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DQ2072.been affixed to the stable North American tectonic plate. See 
 DQ2072.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DQ2072
 DQ2072.The horizontal coordinates are valid at the epoch date displayed above
 DQ2072.which is a decimal equivalence of Year/Month/Day.
 DQ2072
 DQ2072.The orthometric height was determined by differential leveling and
 DQ2072.adjusted by the NATIONAL GEODETIC SURVEY
 DQ2072.in August 2019.
 DQ2072
 DQ2072.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ2072.GEOID18 height accuracy estimate available here.
 DQ2072
 DQ2072.Click photographs - Photos may exist for this station.
 DQ2072
 DQ2072.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DQ2072
 DQ2072.The Laplace correction was computed from DEFLEC18 derived deflections.
 DQ2072
 DQ2072.The ellipsoidal height was determined by GPS observations
 DQ2072.and is referenced to NAD 83.
 DQ2072
 DQ2072.The dynamic height is computed by dividing the NAVD 88
 DQ2072.geopotential number by the normal gravity value computed on the
 DQ2072.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ2072.degrees latitude (g = 980.6199 gals.).
 DQ2072
 DQ2072.The modeled gravity was interpolated from observed gravity values.
 DQ2072
 DQ2072. The following values were computed from the NAD 83(2011) position.
 DQ2072
 DQ2072;                    North         East     Units Scale Factor Converg.
 DQ2072;SPC MN C     -   303,065.646   676,561.968   MT  0.99995721   -1 10 12.6
 DQ2072;SPC MN C     -   994,307.87  2,219,687.06   sFT  0.99995721   -1 10 12.6
 DQ2072;UTM  15      - 5,188,669.811   281,244.799   MT  1.00018821   -2 05 30.3
 DQ2072
 DQ2072!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DQ2072!SPC MN C     -   0.99993986  x   0.99995721  =   0.99989708
 DQ2072!UTM  15      -   0.99993986  x   1.00018821  =   1.00012806
 DQ2072
 DQ2072_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTM8124488669(NAD 83)
 DQ2072
 DQ2072                          SUPERSEDED SURVEY CONTROL
 DQ2072
 DQ2072.No superseded survey control is available for this station.
 DQ2072
 DQ2072_MARKER: I = METAL ROD
 DQ2072_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DQ2072_STAMPING: 0304 H 2014
 DQ2072_MARK LOGO: MNDT
 DQ2072_PROJECTION: RECESSED 5 CENTIMETERS
 DQ2072_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DQ2072_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ2072_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ2072+SATELLITE: SATELLITE OBSERVATIONS - March 08, 2023
 DQ2072_ROD/PIPE-DEPTH: 13.4 meters
 DQ2072
 DQ2072  HISTORY     - Date     Condition        Report By
 DQ2072  HISTORY     - 20140528 MONUMENTED       MNDT
 DQ2072  HISTORY     - 20190919 GOOD             MNDT
 DQ2072  HISTORY     - 20230308 GOOD             MNDT
 DQ2072
 DQ2072                          STATION DESCRIPTION
 DQ2072
 DQ2072'DESCRIBED BY MN DEPT OF TRANSP 2014
 DQ2072'THE STATION IS LOCATED ABOUT 9.1 MI (14.6 KM) WEST-SOUTHWEST OF
 DQ2072'ROCHERT, 6.3 MI (10.1 KM) EAST-SOUTHEAST OF AUDUBON AND 1.1 MI (1.8
 DQ2072'KM) WEST OF DETROIT LAKES.
 DQ2072'
 DQ2072'TO REACH THE MARK GO 0.75 MI (1.2 KM) SOUTH ALONG TRUNK HIGHWAY 59
 DQ2072'FROM THE JUNCTION OF TRUNK HIGHWAYS 59 AND 10 IN DETROIT LAKES, AT
 DQ2072'TRUNK HIGHWAY 59 MILE POINT 263.2.
 DQ2072'
 DQ2072'THE MARK IS LOCATED 124.1 FT (37.8 M) NORTHEAST OF ENTRANCE, 64.1 FT
 DQ2072'(19.5 M) NORTHWEST OF TRUNK HIGHWAY 59, 17.6 FT (5.4 M) SOUTH OF CABLE
 DQ2072'BOX NUMBER 1149, 1.5 FT (0.5 M) SOUTHEAST OF A WITNESS POST.
 DQ2072'
 DQ2072'NOTE - THE STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM
 DQ2072'ROD DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION REMOVABLE
 DQ2072'DISK SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH
 DQ2072'PVC PIPE BACK FILLED WITH WASHED SAND.
 DQ2072
 DQ2072                          STATION RECOVERY (2019)
 DQ2072
 DQ2072'RECOVERY NOTE BY MN DEPT OF TRANSP 2019 (KMS)
 DQ2072'RECOVERED AS DESCRIBED.
 DQ2072
 DQ2072                          STATION RECOVERY (2023)
 DQ2072
 DQ2072'RECOVERY NOTE BY MN DEPT OF TRANSP 2023 (BXG)
 DQ2072'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DQ2068 ***********************************************************************
 DQ2068  DESIGNATION -  0304 J
 DQ2068  PID         -  DQ2068
 DQ2068  STATE/COUNTY-  MN/BECKER
 DQ2068  COUNTRY     -  US
 DQ2068  USGS QUAD   -  DETROIT LAKES (2019)
 DQ2068
 DQ2068                         *CURRENT SURVEY CONTROL
 DQ2068  ______________________________________________________________________
 DQ2068* NAD 83(2011) POSITION- 46 47 03.90293(N) 095 52 20.88765(W)   ADJUSTED
 DQ2068* NAD 83(2011) ELLIP HT-   387.062 (meters)        (10/25/23)   ADJUSTED
 DQ2068* NAD 83(2011) EPOCH   -  2010.00
 DQ2068* NAVD 88 ORTHO HEIGHT -   413.643 (meters)     1357.09  (feet) ADJUSTED
 DQ2068  ______________________________________________________________________
 DQ2068  GEOID HEIGHT    -        -26.581 (meters)                     GEOID18
 DQ2068  NAD 83(2011) X  -   -447,672.202 (meters)                     COMP
 DQ2068  NAD 83(2011) Y  - -4,352,487.664 (meters)                     COMP
 DQ2068  NAD 83(2011) Z  -  4,625,669.139 (meters)                     COMP
 DQ2068  LAPLACE CORR    -         -0.32  (seconds)                    DEFLEC18
 DQ2068  DYNAMIC HEIGHT  -        413.669 (meters)     1357.18  (feet) COMP
 DQ2068  MODELED GRAVITY -    980,664.6   (mgal)                       NAVD 88
 DQ2068
 DQ2068  VERT ORDER      -  SECOND    CLASS I
 DQ2068
 DQ2068  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DQ2068  Standards:
 DQ2068         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DQ2068            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DQ2068  -------------------------------------------------------------------
 DQ2068  NETWORK    0.66   1.35           0.30   0.23   0.69     -0.08167481
 DQ2068  -------------------------------------------------------------------
 DQ2068  Click here for local accuracies and other accuracy information.
 DQ2068
 DQ2068.The horizontal coordinates were established by GPS observations
 DQ2068.and adjusted by the MN DEPT OF TRANSP in October 2023.
 DQ2068
 DQ2068.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DQ2068.been affixed to the stable North American tectonic plate. See 
 DQ2068.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DQ2068
 DQ2068.The horizontal coordinates are valid at the epoch date displayed above
 DQ2068.which is a decimal equivalence of Year/Month/Day.
 DQ2068
 DQ2068.The orthometric height was determined by differential leveling and
 DQ2068.adjusted by the NATIONAL GEODETIC SURVEY
 DQ2068.in August 2019.
 DQ2068
 DQ2068.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ2068.GEOID18 height accuracy estimate available here.
 DQ2068
 DQ2068.Click photographs - Photos may exist for this station.
 DQ2068
 DQ2068.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DQ2068
 DQ2068.The Laplace correction was computed from DEFLEC18 derived deflections.
 DQ2068
 DQ2068.The ellipsoidal height was determined by GPS observations
 DQ2068.and is referenced to NAD 83.
 DQ2068
 DQ2068.The dynamic height is computed by dividing the NAVD 88
 DQ2068.geopotential number by the normal gravity value computed on the
 DQ2068.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ2068.degrees latitude (g = 980.6199 gals.).
 DQ2068
 DQ2068.The modeled gravity was interpolated from observed gravity values.
 DQ2068
 DQ2068. The following values were computed from the NAD 83(2011) position.
 DQ2068
 DQ2068;                    North         East     Units Scale Factor Converg.
 DQ2068;SPC MN C     -   299,603.787   676,120.564   MT  0.99995278   -1 10 25.2
 DQ2068;SPC MN C     -   982,950.09  2,218,238.88   sFT  0.99995278   -1 10 25.2
 DQ2068;UTM  15      - 5,185,214.684   280,747.686   MT  1.00019089   -2 05 39.2
 DQ2068
 DQ2068!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DQ2068!SPC MN C     -   0.99993933  x   0.99995278  =   0.99989211
 DQ2068!UTM  15      -   0.99993933  x   1.00019089  =   1.00013021
 DQ2068
 DQ2068_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTM8074785214(NAD 83)
 DQ2068
 DQ2068                          SUPERSEDED SURVEY CONTROL
 DQ2068
 DQ2068.No superseded survey control is available for this station.
 DQ2068
 DQ2068_MARKER: I = METAL ROD
 DQ2068_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DQ2068_STAMPING: 0304 J 2014
 DQ2068_MARK LOGO: MNDT
 DQ2068_PROJECTION: RECESSED 5 CENTIMETERS
 DQ2068_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DQ2068_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ2068_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ2068+SATELLITE: SATELLITE OBSERVATIONS - April 25, 2023
 DQ2068_ROD/PIPE-DEPTH: 8.8 meters
 DQ2068
 DQ2068  HISTORY     - Date     Condition        Report By
 DQ2068  HISTORY     - 20140528 MONUMENTED       MNDT
 DQ2068  HISTORY     - 20190919 GOOD             MNDT
 DQ2068  HISTORY     - 20230425 GOOD             MNDT
 DQ2068
 DQ2068                          STATION DESCRIPTION
 DQ2068
 DQ2068'DESCRIBED BY MN DEPT OF TRANSP 2014
 DQ2068'THE STATION IS LOCATED ABOUT 9.0 MI (14.5 KM) WEST-NORTHWEST OF
 DQ2068'FRAZEE, 7.5 MI (12.1 KM) SOUTHEAST OF AUDUBON AND 2.6 MI (4.2 KM)
 DQ2068'SOUTH-SOUTHWEST OF DETROIT LAKES.
 DQ2068'
 DQ2068'TO REACH THE MARK GO 3.1 MI (5.0 KM) SOUTH ALONG TRUNK HIGHWAY 59 FROM
 DQ2068'THE JUNCTION OF TRUNK HIGHWAYS 59 AND 10 IN DETROIT LAKES, AT TRUNK
 DQ2068'HIGHWAY 59 MILE POINT 260.80.
 DQ2068'
 DQ2068'THE MARK IS LOCATED 57.8 FT (17.6 M) SOUTHEAST OF WOODEN FENCE, 55.8
 DQ2068'FT (17.0 M) NORTHEAST OF TRUNK HIGHWAY 59, 1.5 FT (0.5 M) SOUTHWEST OF
 DQ2068'A WITNESS POST.
 DQ2068'
 DQ2068'NOTE - THE STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM
 DQ2068'ROD DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION REMOVABLE
 DQ2068'DISK SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH
 DQ2068'PVC PIPE BACK FILLED WITH WASHED SAND.
 DQ2068
 DQ2068                          STATION RECOVERY (2019)
 DQ2068
 DQ2068'RECOVERY NOTE BY MN DEPT OF TRANSP 2019 (KMS)
 DQ2068'RECOVERED IN GOOD CONDITION.
 DQ2068
 DQ2068                          STATION RECOVERY (2023)
 DQ2068
 DQ2068'RECOVERY NOTE BY MN DEPT OF TRANSP 2023 (BXG)
 DQ2068'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DQ2067 ***********************************************************************
 DQ2067  DESIGNATION -  0304 K
 DQ2067  PID         -  DQ2067
 DQ2067  STATE/COUNTY-  MN/BECKER
 DQ2067  COUNTRY     -  US
 DQ2067  USGS QUAD   -  AUDUBON (2019)
 DQ2067
 DQ2067                         *CURRENT SURVEY CONTROL
 DQ2067  ______________________________________________________________________
 DQ2067* NAD 83(2011) POSITION- 46 46 18.34912(N) 095 52 32.57217(W)   ADJUSTED
 DQ2067* NAD 83(2011) ELLIP HT-   386.195 (meters)        (10/25/23)   ADJUSTED
 DQ2067* NAD 83(2011) EPOCH   -  2010.00
 DQ2067* NAVD 88 ORTHO HEIGHT -   412.784 (meters)     1354.28  (feet) ADJUSTED
 DQ2067  ______________________________________________________________________
 DQ2067  GEOID HEIGHT    -        -26.575 (meters)                     GEOID18
 DQ2067  NAD 83(2011) X  -   -448,023.643 (meters)                     COMP
 DQ2067  NAD 83(2011) Y  - -4,353,481.442 (meters)                     COMP
 DQ2067  NAD 83(2011) Z  -  4,624,705.116 (meters)                     COMP
 DQ2067  LAPLACE CORR    -         -0.11  (seconds)                    DEFLEC18
 DQ2067  DYNAMIC HEIGHT  -        412.810 (meters)     1354.36  (feet) COMP
 DQ2067  MODELED GRAVITY -    980,663.8   (mgal)                       NAVD 88
 DQ2067
 DQ2067  VERT ORDER      -  SECOND    CLASS I
 DQ2067
 DQ2067  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DQ2067  Standards:
 DQ2067         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DQ2067            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DQ2067  -------------------------------------------------------------------
 DQ2067  NETWORK    0.66   1.35           0.30   0.23   0.69     -0.09560137
 DQ2067  -------------------------------------------------------------------
 DQ2067  Click here for local accuracies and other accuracy information.
 DQ2067
 DQ2067.The horizontal coordinates were established by GPS observations
 DQ2067.and adjusted by the MN DEPT OF TRANSP in October 2023.
 DQ2067
 DQ2067.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DQ2067.been affixed to the stable North American tectonic plate. See 
 DQ2067.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DQ2067
 DQ2067.The horizontal coordinates are valid at the epoch date displayed above
 DQ2067.which is a decimal equivalence of Year/Month/Day.
 DQ2067
 DQ2067.The orthometric height was determined by differential leveling and
 DQ2067.adjusted by the NATIONAL GEODETIC SURVEY
 DQ2067.in August 2019.
 DQ2067
 DQ2067.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ2067.GEOID18 height accuracy estimate available here.
 DQ2067
 DQ2067.Click photographs - Photos may exist for this station.
 DQ2067
 DQ2067.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DQ2067
 DQ2067.The Laplace correction was computed from DEFLEC18 derived deflections.
 DQ2067
 DQ2067.The ellipsoidal height was determined by GPS observations
 DQ2067.and is referenced to NAD 83.
 DQ2067
 DQ2067.The dynamic height is computed by dividing the NAVD 88
 DQ2067.geopotential number by the normal gravity value computed on the
 DQ2067.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ2067.degrees latitude (g = 980.6199 gals.).
 DQ2067
 DQ2067.The modeled gravity was interpolated from observed gravity values.
 DQ2067
 DQ2067. The following values were computed from the NAD 83(2011) position.
 DQ2067
 DQ2067;                    North         East     Units Scale Factor Converg.
 DQ2067;SPC MN C     -   298,202.549   675,843.913   MT  0.99995107   -1 10 33.7
 DQ2067;SPC MN C     -   978,352.86  2,217,331.24   sFT  0.99995107   -1 10 33.7
 DQ2067;UTM  15      - 5,183,817.737   280,448.491   MT  1.00019251   -2 05 46.2
 DQ2067
 DQ2067!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DQ2067!SPC MN C     -   0.99993947  x   0.99995107  =   0.99989054
 DQ2067!UTM  15      -   0.99993947  x   1.00019251  =   1.00013196
 DQ2067
 DQ2067_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTM8044883817(NAD 83)
 DQ2067
 DQ2067                          SUPERSEDED SURVEY CONTROL
 DQ2067
 DQ2067.No superseded survey control is available for this station.
 DQ2067
 DQ2067_MARKER: F = FLANGE-ENCASED ROD
 DQ2067_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DQ2067_STAMPING: 0304 K 2014
 DQ2067_MARK LOGO: MNDT
 DQ2067_PROJECTION: RECESSED 5 CENTIMETERS
 DQ2067_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DQ2067_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ2067_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ2067+SATELLITE: SATELLITE OBSERVATIONS - April 25, 2023
 DQ2067_ROD/PIPE-DEPTH: 16.5 meters
 DQ2067
 DQ2067  HISTORY     - Date     Condition        Report By
 DQ2067  HISTORY     - 20140528 MONUMENTED       MNDT
 DQ2067  HISTORY     - 20230425 GOOD             MNDT
 DQ2067
 DQ2067                          STATION DESCRIPTION
 DQ2067
 DQ2067'DESCRIBED BY MN DEPT OF TRANSP 2014
 DQ2067'THE STATION IS LOCATED ABOUT 8.6 MI (13.8 KM) NORTH-NORTHWEST OF
 DQ2067'VERGAS, 8.1 MI (13.0 KM) SOUTHEAST OF AUDUBON AND 3.5 MI (5.6 KM)
 DQ2067'SOUTH-SOUTHWEST OF DETROIT LAKES.
 DQ2067'
 DQ2067'TO REACH THE MARK GO 4.1 MI (6.6 KM) SOUTH ALONG TRUNK HIGHWAY 59 FROM
 DQ2067'THE JUNCTION OF TRUNK HIGHWAYS 59 AND 10 IN DETROIT LAKES, AT TRUNK
 DQ2067'HIGHWAY 59 MILE POINT 259.9.
 DQ2067'
 DQ2067'THE MARK IS LOCATED 55.8 FT (17.0 M) WEST-NORTHWEST OF TRUNK HIGHWAY
 DQ2067'59, 17.7 FT (5.4 M) SOUTHEAST OF POWER POLE, 1.5 FT (0.5 M)
 DQ2067'EAST-SOUTHEAST OF A WITNESS POST.
 DQ2067'
 DQ2067'NOTE - THE STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM
 DQ2067'ROD DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION REMOVABLE
 DQ2067'DISK SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH
 DQ2067'PVC PIPE BACK FILLED WITH WASHED SAND.
 DQ2067
 DQ2067                          STATION RECOVERY (2023)
 DQ2067
 DQ2067'RECOVERY NOTE BY MN DEPT OF TRANSP 2023 (MPP)
 DQ2067'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DQ2063 ***********************************************************************
 DQ2063  DESIGNATION -  0304 L
 DQ2063  PID         -  DQ2063
 DQ2063  STATE/COUNTY-  MN/BECKER
 DQ2063  COUNTRY     -  US
 DQ2063  USGS QUAD   -  LAKE FRANKLIN (2019)
 DQ2063
 DQ2063                         *CURRENT SURVEY CONTROL
 DQ2063  ______________________________________________________________________
 DQ2063* NAD 83(2011) POSITION- 46 43 38.74186(N) 095 52 33.16108(W)   ADJUSTED
 DQ2063* NAD 83(2011) ELLIP HT-   380.637 (meters)        (10/25/23)   ADJUSTED
 DQ2063* NAD 83(2011) EPOCH   -  2010.00
 DQ2063* NAVD 88 ORTHO HEIGHT -   407.211 (meters)     1335.99  (feet) ADJUSTED
 DQ2063  ______________________________________________________________________
 DQ2063  GEOID HEIGHT    -        -26.561 (meters)                     GEOID18
 DQ2063  NAD 83(2011) X  -   -448,403.208 (meters)                     COMP
 DQ2063  NAD 83(2011) Y  - -4,357,047.541 (meters)                     COMP
 DQ2063  NAD 83(2011) Z  -  4,621,323.859 (meters)                     COMP
 DQ2063  LAPLACE CORR    -          0.12  (seconds)                    DEFLEC18
 DQ2063  DYNAMIC HEIGHT  -        407.236 (meters)     1336.07  (feet) COMP
 DQ2063  MODELED GRAVITY -    980,662.7   (mgal)                       NAVD 88
 DQ2063
 DQ2063  VERT ORDER      -  SECOND    CLASS I
 DQ2063
 DQ2063  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DQ2063  Standards:
 DQ2063         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DQ2063            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DQ2063  -------------------------------------------------------------------
 DQ2063  NETWORK    0.65   1.27           0.29   0.23   0.65     -0.09752909
 DQ2063  -------------------------------------------------------------------
 DQ2063  Click here for local accuracies and other accuracy information.
 DQ2063
 DQ2063.The horizontal coordinates were established by GPS observations
 DQ2063.and adjusted by the MN DEPT OF TRANSP in October 2023.
 DQ2063
 DQ2063.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DQ2063.been affixed to the stable North American tectonic plate. See 
 DQ2063.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DQ2063
 DQ2063.The horizontal coordinates are valid at the epoch date displayed above
 DQ2063.which is a decimal equivalence of Year/Month/Day.
 DQ2063
 DQ2063.The orthometric height was determined by differential leveling and
 DQ2063.adjusted by the NATIONAL GEODETIC SURVEY
 DQ2063.in August 2019.
 DQ2063
 DQ2063.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ2063.GEOID18 height accuracy estimate available here.
 DQ2063
 DQ2063.Click photographs - Photos may exist for this station.
 DQ2063
 DQ2063.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DQ2063
 DQ2063.The Laplace correction was computed from DEFLEC18 derived deflections.
 DQ2063
 DQ2063.The ellipsoidal height was determined by GPS observations
 DQ2063.and is referenced to NAD 83.
 DQ2063
 DQ2063.The dynamic height is computed by dividing the NAVD 88
 DQ2063.geopotential number by the normal gravity value computed on the
 DQ2063.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ2063.degrees latitude (g = 980.6199 gals.).
 DQ2063
 DQ2063.The modeled gravity was interpolated from observed gravity values.
 DQ2063
 DQ2063. The following values were computed from the NAD 83(2011) position.
 DQ2063
 DQ2063;                    North         East     Units Scale Factor Converg.
 DQ2063;SPC MN C     -   293,275.518   675,730.262   MT  0.99994547   -1 10 34.1
 DQ2063;SPC MN C     -   962,188.10  2,216,958.37   sFT  0.99994547   -1 10 34.1
 DQ2063;UTM  15      - 5,178,891.957   280,255.751   MT  1.00019355   -2 05 41.2
 DQ2063
 DQ2063!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DQ2063!SPC MN C     -   0.99994034  x   0.99994547  =   0.99988581
 DQ2063!UTM  15      -   0.99994034  x   1.00019355  =   1.00013388
 DQ2063
 DQ2063_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTM8025578891(NAD 83)
 DQ2063
 DQ2063                          SUPERSEDED SURVEY CONTROL
 DQ2063
 DQ2063.No superseded survey control is available for this station.
 DQ2063
 DQ2063_MARKER: F = FLANGE-ENCASED ROD
 DQ2063_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DQ2063_STAMPING: 0304 L 2014
 DQ2063_MARK LOGO: MNDT
 DQ2063_PROJECTION: RECESSED 5 CENTIMETERS
 DQ2063_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DQ2063_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ2063_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ2063+SATELLITE: SATELLITE OBSERVATIONS - April 25, 2023
 DQ2063_ROD/PIPE-DEPTH: 21.0 meters
 DQ2063
 DQ2063  HISTORY     - Date     Condition        Report By
 DQ2063  HISTORY     - 20140528 MONUMENTED       MNDT
 DQ2063  HISTORY     - 20210629 GOOD             MNDT
 DQ2063  HISTORY     - 20230425 GOOD             MNDT
 DQ2063
 DQ2063                          STATION DESCRIPTION
 DQ2063
 DQ2063'DESCRIBED BY MN DEPT OF TRANSP 2014
 DQ2063'THE STATION IS LOCATED ABOUT 8.3 MI (13.4 KM) WEST OF FRAZEE, 6.4 MI
 DQ2063'(10.3 KM) SOUTH-SOUTHWEST OF DETROIT LAKES AND 5.9 MI (9.5 KM)
 DQ2063'NORTHWEST OF VERGAS.
 DQ2063'
 DQ2063'TO REACH THE MARK GO 7.25 MI (11.7 KM) SOUTH ALONG TRUNK HIGHWAY 59
 DQ2063'FROM THE JUNCTION OF TRUNK HIGHWAYS 59 AND 10 IN DETROIT LAKES, AT
 DQ2063'TRUNK HIGHWAY 59 MILE POINT 256.70.
 DQ2063'
 DQ2063'THE MARK IS LOCATED 94.5 FT (28.8 M) NORTHWEST OF TRUNK HIGHWAY 59,
 DQ2063'22.5 FT (6.9 M) NORTHEAST OF ENTRANCE, 8.2 FT (2.5 M) SOUTHEAST OF A
 DQ2063'FENCE LINE, 1.5 FT (0.5 M) SOUTHEAST OF A WITNESS POST.
 DQ2063'
 DQ2063'NOTE - THE STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM
 DQ2063'ROD DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION REMOVABLE
 DQ2063'DISK SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH
 DQ2063'PVC PIPE BACK FILLED WITH WASHED SAND.
 DQ2063
 DQ2063                          STATION RECOVERY (2021)
 DQ2063
 DQ2063'RECOVERY NOTE BY MN DEPT OF TRANSP 2021 (DAS)
 DQ2063'RECOVERED IN GOOD CONDITION.
 DQ2063
 DQ2063                          STATION RECOVERY (2023)
 DQ2063
 DQ2063'RECOVERY NOTE BY MN DEPT OF TRANSP 2023 (AXH)
 DQ2063'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DQ2062 ***********************************************************************
 DQ2062  DESIGNATION -  0304 M
 DQ2062  PID         -  DQ2062
 DQ2062  STATE/COUNTY-  MN/BECKER
 DQ2062  COUNTRY     -  US
 DQ2062  USGS QUAD   -  LAKE FRANKLIN (2019)
 DQ2062
 DQ2062                         *CURRENT SURVEY CONTROL
 DQ2062  ______________________________________________________________________
 DQ2062* NAD 83(2011) POSITION- 46 43 10.61153(N) 095 53 37.38262(W)   ADJUSTED
 DQ2062* NAD 83(2011) ELLIP HT-   381.842 (meters)        (10/25/23)   ADJUSTED
 DQ2062* NAD 83(2011) EPOCH   -  2010.00
 DQ2062* NAVD 88 ORTHO HEIGHT -   408.398 (meters)     1339.89  (feet) ADJUSTED
 DQ2062  ______________________________________________________________________
 DQ2062  GEOID HEIGHT    -        -26.560 (meters)                     GEOID18
 DQ2062  NAD 83(2011) X  -   -449,824.801 (meters)                     COMP
 DQ2062  NAD 83(2011) Y  - -4,357,537.654 (meters)                     COMP
 DQ2062  NAD 83(2011) Z  -  4,620,729.228 (meters)                     COMP
 DQ2062  LAPLACE CORR    -          0.09  (seconds)                    DEFLEC18
 DQ2062  DYNAMIC HEIGHT  -        408.423 (meters)     1339.97  (feet) COMP
 DQ2062  MODELED GRAVITY -    980,662.3   (mgal)                       NAVD 88
 DQ2062
 DQ2062  VERT ORDER      -  SECOND    CLASS I
 DQ2062
 DQ2062  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DQ2062  Standards:
 DQ2062         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DQ2062            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DQ2062  -------------------------------------------------------------------
 DQ2062  NETWORK    0.64   1.23           0.29   0.23   0.63     -0.08285865
 DQ2062  -------------------------------------------------------------------
 DQ2062  Click here for local accuracies and other accuracy information.
 DQ2062
 DQ2062.The horizontal coordinates were established by GPS observations
 DQ2062.and adjusted by the MN DEPT OF TRANSP in October 2023.
 DQ2062
 DQ2062.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DQ2062.been affixed to the stable North American tectonic plate. See 
 DQ2062.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DQ2062
 DQ2062.The horizontal coordinates are valid at the epoch date displayed above
 DQ2062.which is a decimal equivalence of Year/Month/Day.
 DQ2062
 DQ2062.The orthometric height was determined by differential leveling and
 DQ2062.adjusted by the NATIONAL GEODETIC SURVEY
 DQ2062.in August 2019.
 DQ2062
 DQ2062.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ2062.GEOID18 height accuracy estimate available here.
 DQ2062
 DQ2062.Click photographs - Photos may exist for this station.
 DQ2062
 DQ2062.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DQ2062
 DQ2062.The Laplace correction was computed from DEFLEC18 derived deflections.
 DQ2062
 DQ2062.The ellipsoidal height was determined by GPS observations
 DQ2062.and is referenced to NAD 83.
 DQ2062
 DQ2062.The dynamic height is computed by dividing the NAVD 88
 DQ2062.geopotential number by the normal gravity value computed on the
 DQ2062.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ2062.degrees latitude (g = 980.6199 gals.).
 DQ2062
 DQ2062.The modeled gravity was interpolated from observed gravity values.
 DQ2062
 DQ2062. The following values were computed from the NAD 83(2011) position.
 DQ2062
 DQ2062;                    North         East     Units Scale Factor Converg.
 DQ2062;SPC MN C     -   292,435.251   674,348.931   MT  0.99994454   -1 11 20.6
 DQ2062;SPC MN C     -   959,431.32  2,212,426.45   sFT  0.99994454   -1 11 20.6
 DQ2062;UTM  15      - 5,178,073.736   278,860.775   MT  1.00020112   -2 06 27.0
 DQ2062
 DQ2062!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DQ2062!SPC MN C     -   0.99994015  x   0.99994454  =   0.99988469
 DQ2062!UTM  15      -   0.99994015  x   1.00020112  =   1.00014126
 DQ2062
 DQ2062_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTM7886078073(NAD 83)
 DQ2062
 DQ2062                          SUPERSEDED SURVEY CONTROL
 DQ2062
 DQ2062.No superseded survey control is available for this station.
 DQ2062
 DQ2062_MARKER: F = FLANGE-ENCASED ROD
 DQ2062_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DQ2062_STAMPING: 0304 M 2014
 DQ2062_MARK LOGO: MNDT
 DQ2062_PROJECTION: RECESSED 5 CENTIMETERS
 DQ2062_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DQ2062_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ2062_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ2062+SATELLITE: SATELLITE OBSERVATIONS - April 25, 2023
 DQ2062_ROD/PIPE-DEPTH: 14.9 meters
 DQ2062
 DQ2062  HISTORY     - Date     Condition        Report By
 DQ2062  HISTORY     - 20140528 MONUMENTED       MNDT
 DQ2062  HISTORY     - 20210629 GOOD             MNDT
 DQ2062  HISTORY     - 20230425 GOOD             MNDT
 DQ2062
 DQ2062                          STATION DESCRIPTION
 DQ2062
 DQ2062'DESCRIBED BY MN DEPT OF TRANSP 2014
 DQ2062'THE STATION IS LOCATED ABOUT 8.2 MI (13.2 KM) EAST OF CORMORANT, 7.1
 DQ2062'MI (11.4 KM) SOUTH-SOUTHWEST OF DETROIT LAKES AND 6.1 MI (9.8 KM)
 DQ2062'NORTHWEST OF VERGAS.
 DQ2062'
 DQ2062'TO REACH THE MARK GO 8.25 MI (13.3 KM) SOUTH ALONG TRUNK HIGHWAY 59
 DQ2062'FROM THE JUNCTION OF TRUNK HIGHWAYS 59 AND 10 IN DETROIT LAKES, AT
 DQ2062'TRUNK HIGHWAY 59 MILE POINT 255.70.
 DQ2062'
 DQ2062'THE MARK IS LOCATED 57.6 FT (17.6 M) NORTH-NORTHWEST OF TRUNK HIGHWAY
 DQ2062'59, 55.7 FT (17.0 M) EAST OF RIGHT-OF-WAY POST, 53.5 FT (16.3 M)
 DQ2062'SOUTH-SOUTHWEST OF ENTRANCE, 1.5 FT (0.5 M) SOUTH-SOUTHEAST OF A
 DQ2062'WITNESS POST.
 DQ2062'
 DQ2062'NOTE - THE STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM
 DQ2062'ROD DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION REMOVABLE
 DQ2062'DISK SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH
 DQ2062'PVC PIPE BACK FILLED WITH WASHED SAND.
 DQ2062
 DQ2062                          STATION RECOVERY (2021)
 DQ2062
 DQ2062'RECOVERY NOTE BY MN DEPT OF TRANSP 2021 (DAS)
 DQ2062'RECOVERED IN GOOD CONDITION.
 DQ2062
 DQ2062                          STATION RECOVERY (2023)
 DQ2062
 DQ2062'RECOVERY NOTE BY MN DEPT OF TRANSP 2023 (AXH)
 DQ2062'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DR9621 ***********************************************************************
 DR9621  HT_MOD      -  This is a Height Modernization Survey Station.
 DR9621  DESIGNATION -  0304 N
 DR9621  PID         -  DR9621
 DR9621  STATE/COUNTY-  MN/BECKER
 DR9621  COUNTRY     -  US
 DR9621  USGS QUAD   -  AUDUBON (2019)
 DR9621
 DR9621                         *CURRENT SURVEY CONTROL
 DR9621  ______________________________________________________________________
 DR9621* NAD 83(2011) POSITION- 46 45 30.07785(N) 095 52 42.03199(W)   ADJUSTED
 DR9621* NAD 83(2011) ELLIP HT-   382.490 (meters)        (10/25/23)   ADJUSTED
 DR9621* NAD 83(2011) EPOCH   -  2010.00
 DR9621* NAVD 88 ORTHO HEIGHT -   409.06  (meters)     1342.1   (feet) GPS OBS
 DR9621  ______________________________________________________________________
 DR9621  GEOID HEIGHT    -        -26.570 (meters)                     GEOID18
 DR9621  NAD 83(2011) X  -   -448,334.273 (meters)                     COMP
 DR9621  NAD 83(2011) Y  - -4,354,538.694 (meters)                     COMP
 DR9621  NAD 83(2011) Z  -  4,623,681.311 (meters)                     COMP
 DR9621  LAPLACE CORR    -          0.01  (seconds)                    DEFLEC18
 DR9621
 DR9621  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DR9621  Standards:
 DR9621         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DR9621            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DR9621  -------------------------------------------------------------------
 DR9621  NETWORK    0.65   1.23           0.29   0.23   0.63     -0.10897542
 DR9621  -------------------------------------------------------------------
 DR9621  Click here for local accuracies and other accuracy information.
 DR9621
 DR9621.The horizontal coordinates were established by GPS observations
 DR9621.and adjusted by the MN DEPT OF TRANSP in October 2023.
 DR9621
 DR9621.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DR9621.been affixed to the stable North American tectonic plate. See 
 DR9621.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DR9621
 DR9621.The horizontal coordinates are valid at the epoch date displayed above
 DR9621.which is a decimal equivalence of Year/Month/Day.
 DR9621
 DR9621.The orthometric height was determined by GPS observations and a
 DR9621.high-resolution geoid model using precise GPS observation and
 DR9621.processing techniques.
 DR9621
 DR9621.Significant digits in the geoid height do not necessarily reflect accuracy.
 DR9621.GEOID18 height accuracy estimate available here.
 DR9621
 DR9621.Click photographs - Photos may exist for this station.
 DR9621
 DR9621.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DR9621
 DR9621.The Laplace correction was computed from DEFLEC18 derived deflections.
 DR9621
 DR9621.The ellipsoidal height was determined by GPS observations
 DR9621.and is referenced to NAD 83.
 DR9621
 DR9621. The following values were computed from the NAD 83(2011) position.
 DR9621
 DR9621;                    North         East     Units Scale Factor Converg.
 DR9621;SPC MN C     -   296,716.467   675,612.620   MT  0.99994931   -1 10 40.5
 DR9621;SPC MN C     -   973,477.28  2,216,572.40   sFT  0.99994931   -1 10 40.5
 DR9621;UTM  15      - 5,182,335.199   280,193.307   MT  1.00019389   -2 05 51.4
 DR9621
 DR9621!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DR9621!SPC MN C     -   0.99994005  x   0.99994931  =   0.99988936
 DR9621!UTM  15      -   0.99994005  x   1.00019389  =   1.00013392
 DR9621
 DR9621_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTM8019382335(NAD 83)
 DR9621
 DR9621                          SUPERSEDED SURVEY CONTROL
 DR9621
 DR9621.No superseded survey control is available for this station.
 DR9621
 DR9621_MARKER: F = FLANGE-ENCASED ROD
 DR9621_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DR9621_STAMPING: 0304 N 2022
 DR9621_MARK LOGO: MNDT
 DR9621_PROJECTION: RECESSED 5 CENTIMETERS
 DR9621_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DR9621_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DR9621_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DR9621+SATELLITE: SATELLITE OBSERVATIONS - April 24, 2023
 DR9621_ROD/PIPE-DEPTH: 19.5 meters
 DR9621
 DR9621  HISTORY     - Date     Condition        Report By
 DR9621  HISTORY     - 20221031 MONUMENTED       MNDT
 DR9621  HISTORY     - 20230424 GOOD             MNDT
 DR9621
 DR9621                          STATION DESCRIPTION
 DR9621
 DR9621'DESCRIBED BY MN DEPT OF TRANSP 2023 (RMJ)
 DR9621'4.5 MILES SOUTHWEST OF DETROIT LAKES, 5.0 MILES SOUTH ALONG TRUNK
 DR9621'HIGHWAY 59/TRUNK HIGHWAY 34 FROM THE JUNCTION OF TRUNK HIGHWAY
 DR9621'59/TRUNK HIGHWAY 34 AND TRUNK HIGHWAY 10 IN DETROIT LAKES, AT TRUNK
 DR9621'HIGHWAY 59 MILEPOINT 258.9, 59.6 FEET EAST OF TRUNK HIGHWAY 59/TRUNK
 DR9621'HIGHWAY 34, 1.5 FEET WEST OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DG8154 ***********************************************************************
 DG8154  DESIGNATION -  0305 A RESET
 DG8154  PID         -  DG8154
 DG8154  STATE/COUNTY-  MN/BECKER
 DG8154  COUNTRY     -  US
 DG8154  USGS QUAD   -  DETROIT LAKES (2019)
 DG8154
 DG8154                         *CURRENT SURVEY CONTROL
 DG8154  ______________________________________________________________________
 DG8154* NAD 83(2011) POSITION- 46 49 44.80931(N) 095 51 15.32019(W)   ADJUSTED
 DG8154* NAD 83(2011) ELLIP HT-   388.046 (meters)        (06/27/12)   ADJUSTED
 DG8154* NAD 83(2011) EPOCH   -  2010.00
 DG8154* NAVD 88 ORTHO HEIGHT -   414.642 (meters)     1360.37  (feet) ADJUSTED
 DG8154  ______________________________________________________________________
 DG8154  GEOID HEIGHT    -        -26.603 (meters)                     GEOID18
 DG8154  NAD 83(2011) X  -   -445,919.171 (meters)                     COMP
 DG8154  NAD 83(2011) Y  - -4,349,026.631 (meters)                     COMP
 DG8154  NAD 83(2011) Z  -  4,629,070.977 (meters)                     COMP
 DG8154  LAPLACE CORR    -         -0.29  (seconds)                    DEFLEC18
 DG8154  DYNAMIC HEIGHT  -        414.671 (meters)     1360.47  (feet) COMP
 DG8154  MODELED GRAVITY -    980,670.0   (mgal)                       NAVD 88
 DG8154
 DG8154  VERT ORDER      -  SECOND    CLASS I
 DG8154
 DG8154  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DG8154  Standards:
 DG8154         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DG8154            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DG8154  -------------------------------------------------------------------
 DG8154  NETWORK    0.37   0.59           0.17   0.13   0.30     -0.00959537
 DG8154  -------------------------------------------------------------------
 DG8154  Click here for local accuracies and other accuracy information.
 DG8154
 DG8154.The horizontal coordinates were established by GPS observations
 DG8154.and adjusted by the National Geodetic Survey in June 2012.
 DG8154
 DG8154.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DG8154.been affixed to the stable North American tectonic plate. See 
 DG8154.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DG8154
 DG8154.The horizontal coordinates are valid at the epoch date displayed above
 DG8154.which is a decimal equivalence of Year/Month/Day.
 DG8154
 DG8154.The orthometric height was determined by differential leveling and
 DG8154.adjusted by the NATIONAL GEODETIC SURVEY
 DG8154.in September 2006.
 DG8154
 DG8154.Significant digits in the geoid height do not necessarily reflect accuracy.
 DG8154.GEOID18 height accuracy estimate available here.
 DG8154
 DG8154.Click photographs - Photos may exist 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 DEFLEC18 derived deflections.
 DG8154
 DG8154.The ellipsoidal height was determined by GPS observations
 DG8154.and is referenced to NAD 83.
 DG8154
 DG8154.The dynamic height is computed by dividing the NAVD 88
 DG8154.geopotential number by the normal gravity value computed on the
 DG8154.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DG8154.degrees latitude (g = 980.6199 gals.).
 DG8154
 DG8154.The modeled gravity was interpolated from observed gravity values.
 DG8154
 DG8154. The following values were computed from the NAD 83(2011) position.
 DG8154
 DG8154;                    North         East     Units Scale Factor Converg.
 DG8154;SPC MN C     -   304,542.970   677,611.622   MT  0.99995921   -1 09 37.8
 DG8154;SPC MN C     -   999,154.73  2,223,130.80   sFT  0.99995921   -1 09 37.8
 DG8154;UTM  15      - 5,190,130.389   282,318.328   MT  1.00018245   -2 04 56.9
 DG8154
 DG8154!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG8154!SPC MN C     -   0.99993918  x   0.99995921  =   0.99989839
 DG8154!UTM  15      -   0.99993918  x   1.00018245  =   1.00012162
 DG8154
 DG8154:                Primary Azimuth Mark                     Grid Az
 DG8154:SPC MN C     -  0305 B                                   342 00 50.1
 DG8154:UTM  15      -  0305 B                                   342 56 09.2
 DG8154
 DG8154_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTM8231890130(NAD 83)
 DG8154
 DG8154|---------------------------------------------------------------------|
 DG8154| PID    Reference Object                     Distance      Geod. Az  |
 DG8154|                                                           dddmmss.s |
 DG8154| DG8155 0305 B                              APPROX. 1.6 KM 3405112.3 |
 DG8154|---------------------------------------------------------------------|
 DG8154
 DG8154                          SUPERSEDED SURVEY CONTROL
 DG8154
 DG8154  NAD 83(2007)-  46 49 44.80917(N)    095 51 15.32104(W) AD(2002.00) 0
 DG8154  ELLIP H (02/10/07)  388.079  (m)                       GP(2002.00)    
 DG8154  NAD 83(1996)-  46 49 44.80882(N)    095 51 15.32115(W) AD(       ) 1
 DG8154  ELLIP H (12/06/04)  388.105  (m)                       GP(       ) 4 1
 DG8154  NAVD 88             414.64   (m)         1360.4    (f) LEVELING    3  
 DG8154
 DG8154.Superseded values are not recommended for survey control.
 DG8154
 DG8154.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG8154.See file dsdata.pdf to determine how the superseded data were derived.
 DG8154
 DG8154_MARKER: DB = BENCH MARK DISK
 DG8154_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 DG8154_STAMPING: 0305 A 1962 RESET 1970
 DG8154_MARK LOGO: MNHD
 DG8154_PROJECTION: RECESSED 5 CENTIMETERS
 DG8154_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DG8154_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DG8154_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG8154+SATELLITE: SATELLITE OBSERVATIONS - March 08, 2023
 DG8154
 DG8154  HISTORY     - Date     Condition        Report By
 DG8154  HISTORY     - 19700401 MONUMENTED       MNHD
 DG8154  HISTORY     - 20040721 GOOD             MNDT
 DG8154  HISTORY     - 20140507 GOOD             MNDT
 DG8154  HISTORY     - 20150819 GOOD             MNDT
 DG8154  HISTORY     - 20190919 GOOD             MNDT
 DG8154  HISTORY     - 20221106 GOOD             MNDT
 DG8154  HISTORY     - 20230308 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.
 DG8154
 DG8154                          STATION RECOVERY (2014)
 DG8154
 DG8154'RECOVERY NOTE BY MN DEPT OF TRANSP 2014 (KMS)
 DG8154'RECOVERED AS DESCRIBED.
 DG8154
 DG8154                          STATION RECOVERY (2015)
 DG8154
 DG8154'RECOVERY NOTE BY MN DEPT OF TRANSP 2015 (JMH)
 DG8154'THE MARK IS LOCATED ABOUT 0.5 MI (0.8 KM) NORTHWEST OF DETROIT LAKES,
 DG8154'0.4 MI (0.6 KM) NORTH ALONG TRUNK HIGHWAY 59  FROM THE JUNCTION OF
 DG8154'TRUNK HIGHWAY 59 AND TRUNK HIGHWAY 10 IN DETROIT LAKES, AT TRUNK
 DG8154'HIGHWAY 59 MILE POINT 264.40, 100.3 FT (30.6 M) WEST OF TRUNK HIGHWAY
 DG8154'59, 22.5 FT (6.9 M) NORTH-NORTHEAST OF POWER POLE, 18.5 FT (5.6 M)
 DG8154'EAST OF TWIN OAK TREE, 40.1 FT (12.2 M) EAST OF EDGE OF BITUMINOUS ON
 DG8154'OAK HILLS DRIVE, 1.0 FT (0.3 M) EAST OF A WITNESS POST.
 DG8154
 DG8154                          STATION RECOVERY (2019)
 DG8154
 DG8154'RECOVERY NOTE BY MN DEPT OF TRANSP 2019 (KMS)
 DG8154'RECOVERED IN GOOD CONDITION.
 DG8154
 DG8154                          STATION RECOVERY (2022)
 DG8154
 DG8154'RECOVERY NOTE BY MN DEPT OF TRANSP 2022 (KMS)
 DG8154'RECOVERED AS DESCRIBED.
 DG8154
 DG8154                          STATION RECOVERY (2023)
 DG8154
 DG8154'RECOVERY NOTE BY MN DEPT OF TRANSP 2023 (TXD)
 DG8154'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DG8155 ***********************************************************************
 DG8155  DESIGNATION -  0305 B
 DG8155  PID         -  DG8155
 DG8155  STATE/COUNTY-  MN/BECKER
 DG8155  COUNTRY     -  US
 DG8155  USGS QUAD   -  DETROIT LAKES (2019)
 DG8155
 DG8155                         *CURRENT SURVEY CONTROL
 DG8155  ______________________________________________________________________
 DG8155* NAD 83(2011) POSITION- 46 50 35.17683(N) 095 51 40.80631(W)   ADJUSTED
 DG8155* NAD 83(2011) ELLIP HT-   393.185 (meters)        (06/27/12)   ADJUSTED
 DG8155* NAD 83(2011) EPOCH   -  2010.00
 DG8155* NAVD 88 ORTHO HEIGHT -   419.788 (meters)     1377.25  (feet) ADJUSTED
 DG8155  ______________________________________________________________________
 DG8155  GEOID HEIGHT    -        -26.614 (meters)                     GEOID18
 DG8155  NAD 83(2011) X  -   -446,341.033 (meters)                     COMP
 DG8155  NAD 83(2011) Y  - -4,347,846.391 (meters)                     COMP
 DG8155  NAD 83(2011) Z  -  4,630,138.782 (meters)                     COMP
 DG8155  LAPLACE CORR    -         -0.48  (seconds)                    DEFLEC18
 DG8155  DYNAMIC HEIGHT  -        419.817 (meters)     1377.35  (feet) COMP
 DG8155  MODELED GRAVITY -    980,670.3   (mgal)                       NAVD 88
 DG8155
 DG8155  VERT ORDER      -  SECOND    CLASS I
 DG8155
 DG8155  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DG8155  Standards:
 DG8155         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DG8155            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DG8155  -------------------------------------------------------------------
 DG8155  NETWORK    0.35   0.57           0.16   0.12   0.29     -0.02930257
 DG8155  -------------------------------------------------------------------
 DG8155  Click here for local accuracies and other accuracy information.
 DG8155
 DG8155.The horizontal coordinates were established by GPS observations
 DG8155.and adjusted by the National Geodetic Survey in June 2012.
 DG8155
 DG8155.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DG8155.been affixed to the stable North American tectonic plate. See 
 DG8155.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DG8155
 DG8155.The horizontal coordinates are valid at the epoch date displayed above
 DG8155.which is a decimal equivalence of Year/Month/Day.
 DG8155
 DG8155.The orthometric height was determined by differential leveling and
 DG8155.adjusted by the NATIONAL GEODETIC SURVEY
 DG8155.in August 2019.
 DG8155
 DG8155.Significant digits in the geoid height do not necessarily reflect accuracy.
 DG8155.GEOID18 height accuracy estimate available here.
 DG8155
 DG8155.Click photographs - Photos may exist 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 DEFLEC18 derived deflections.
 DG8155
 DG8155.The ellipsoidal height was determined by GPS observations
 DG8155.and is referenced to NAD 83.
 DG8155
 DG8155.The dynamic height is computed by dividing the NAVD 88
 DG8155.geopotential number by the normal gravity value computed on the
 DG8155.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DG8155.degrees latitude (g = 980.6199 gals.).
 DG8155
 DG8155.The modeled gravity was interpolated from observed gravity values.
 DG8155
 DG8155. The following values were computed from the NAD 83(2011) position.
 DG8155
 DG8155;                    North         East     Units Scale Factor Converg.
 DG8155;SPC MN C     -   306,108.894   677,103.243   MT  0.99996135   -1 09 56.2
 DG8155;SPC MN C     - 1,004,292.26  2,221,462.89   sFT  0.99996135   -1 09 56.2
 DG8155;UTM  15      - 5,191,704.644   281,835.110   MT  1.00018504   -2 05 17.2
 DG8155
 DG8155!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG8155!SPC MN C     -   0.99993837  x   0.99996135  =   0.99989972
 DG8155!UTM  15      -   0.99993837  x   1.00018504  =   1.00012340
 DG8155
 DG8155:                Primary Azimuth Mark                     Grid Az
 DG8155:SPC MN C     -  0305 A RESET                             162 00 49.9
 DG8155:UTM  15      -  0305 A RESET                             162 56 10.9
 DG8155
 DG8155_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTM8183591704(NAD 83)
 DG8155
 DG8155|---------------------------------------------------------------------|
 DG8155| PID    Reference Object                     Distance      Geod. Az  |
 DG8155|                                                           dddmmss.s |
 DG8155| DG8154 0305 A RESET                        APPROX. 1.6 KM 1605053.7 |
 DG8155|---------------------------------------------------------------------|
 DG8155
 DG8155                          SUPERSEDED SURVEY CONTROL
 DG8155
 DG8155  NAD 83(2007)-  46 50 35.17673(N)    095 51 40.80712(W) AD(2002.00) 0
 DG8155  ELLIP H (02/10/07)  393.218  (m)                       GP(2002.00)    
 DG8155  NAD 83(1996)-  46 50 35.17640(N)    095 51 40.80719(W) AD(       ) 1
 DG8155  ELLIP H (12/06/04)  393.243  (m)                       GP(       ) 4 1
 DG8155  NAVD 88 (09/21/06)  419.791  (m)         1377.26   (f) SUPERSEDED  2 1
 DG8155  NAVD 88             419.79   (m)         1377.3    (f) LEVELING    3  
 DG8155
 DG8155.Superseded values are not recommended for survey control.
 DG8155
 DG8155.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG8155.See file dsdata.pdf to determine how the superseded data were derived.
 DG8155
 DG8155_MARKER: DV = VERTICAL CONTROL DISK
 DG8155_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 DG8155_STAMPING: 0305 B 1974
 DG8155_MARK LOGO: MNHD
 DG8155_PROJECTION: FLUSH
 DG8155_MAGNETIC: I = MARKER IS A STEEL ROD
 DG8155_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DG8155_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG8155+SATELLITE: SATELLITE OBSERVATIONS - March 08, 2023
 DG8155
 DG8155  HISTORY     - Date     Condition        Report By
 DG8155  HISTORY     - 19740401 MONUMENTED       MNHD
 DG8155  HISTORY     - 20040720 GOOD             MNDT
 DG8155  HISTORY     - 20140507 GOOD             MNDT
 DG8155  HISTORY     - 20150819 GOOD             MNDT
 DG8155  HISTORY     - 20210629 GOOD             MNDT
 DG8155  HISTORY     - 20210819 GOOD             MNDT
 DG8155  HISTORY     - 20230308 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.
 DG8155
 DG8155                          STATION RECOVERY (2014)
 DG8155
 DG8155'RECOVERY NOTE BY MN DEPT OF TRANSP 2014 (KMS)
 DG8155'RECOVERED AS DESCRIBED.
 DG8155
 DG8155                          STATION RECOVERY (2015)
 DG8155
 DG8155'RECOVERY NOTE BY MN DEPT OF TRANSP 2015 (MAS)
 DG8155'THE MARK IS LOCATED ABOUT 1.5 MI (2.4 KM) NORTH OF DETROIT LAKES, 1.5
 DG8155'MI (2.4 KM) NORTH ALONG TRUNK HIGHWAY 59  FROM THE JUNCTION OF TRUNK
 DG8155'HIGHWAY 59 AND TRUNK HIGHWAY 10 IN DETROIT LAKES, AT TRUNK HIGHWAY 59
 DG8155'MILE POINT 265.50, 166.0 FT (50.6 M) EAST OF TRUNK HIGHWAY 59, AT THE
 DG8155'JUNCTION OF TRUNK HIGHWAY 59 AND TRUNK HIGHWAY 59 FRONTAGE ROAD, 99.0
 DG8155'FT (30.2 M) SOUTHEAST OF FRONTAGE ROAD, 8.0 FT (2.4 M) NORTH OF POWER
 DG8155'POLE, 1.0 FT (0.3 M) SOUTH OF A WITNESS POST.  ROD DEPTH UNKNOWN.
 DG8155
 DG8155                          STATION RECOVERY (2021)
 DG8155
 DG8155'RECOVERY NOTE BY MN DEPT OF TRANSP 2021 (KMS)
 DG8155'RECOVERED AS DESCRIBED.
 DG8155
 DG8155                          STATION RECOVERY (2021)
 DG8155
 DG8155'RECOVERY NOTE BY MN DEPT OF TRANSP 2021 (DAS)
 DG8155'RECOVERED IN GOOD CONDITION.
 DG8155
 DG8155                          STATION RECOVERY (2023)
 DG8155
 DG8155'RECOVERY NOTE BY MN DEPT OF TRANSP 2023 (BXG)
 DG8155'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DH9548 ***********************************************************************
 DH9548  DESIGNATION -  0305 BB RESET
 DH9548  PID         -  DH9548
 DH9548  STATE/COUNTY-  MN/BECKER
 DH9548  COUNTRY     -  US
 DH9548  USGS QUAD   -  OGEMA (2019)
 DH9548
 DH9548                         *CURRENT SURVEY CONTROL
 DH9548  ______________________________________________________________________
 DH9548* NAD 83(1986) POSITION- 47 01 15.0    (N) 095 54 47.5    (W)   HD_HELD2
 DH9548* NAVD 88 ORTHO HEIGHT -   407.596 (meters)     1337.25  (feet) ADJUSTED
 DH9548  ______________________________________________________________________
 DH9548  GEOID HEIGHT    -        -26.931 (meters)                     GEOID18
 DH9548  DYNAMIC HEIGHT  -        407.622 (meters)     1337.34  (feet) COMP
 DH9548  MODELED GRAVITY -    980,664.0   (mgal)                       NAVD 88
 DH9548
 DH9548  VERT ORDER      -  SECOND    CLASS I
 DH9548
 DH9548.The horizontal coordinates were established by autonomous hand held GPS
 DH9548.observations and have an estimated accuracy of +/- 10 meters.
 DH9548
 DH9548.The orthometric height was determined by differential leveling and
 DH9548.adjusted by the NATIONAL GEODETIC SURVEY
 DH9548.in June 2023.
 DH9548
 DH9548.Significant digits in the geoid height do not necessarily reflect accuracy.
 DH9548.GEOID18 height accuracy estimate available here.
 DH9548
 DH9548.Click photographs - Photos may exist for this station.
 DH9548
 DH9548.The dynamic height is computed by dividing the NAVD 88
 DH9548.geopotential number by the normal gravity value computed on the
 DH9548.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH9548.degrees latitude (g = 980.6199 gals.).
 DH9548
 DH9548.The modeled gravity was interpolated from observed gravity values.
 DH9548
 DH9548;                    North         East    Units  Estimated Accuracy
 DH9548;SPC MN C     -   325,944.      673,563.      MT  (+/- 10 meters HH2 GPS)
 DH9548
 DH9548_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTN7861511598(NAD 83)
 DH9548
 DH9548                          SUPERSEDED SURVEY CONTROL
 DH9548
 DH9548  NAVD 88 (08/26/19)  407.602  (m)         1337.27   (f) SUPERSEDED  2 1
 DH9548  NAVD 88 (09/21/06)  407.620  (m)         1337.33   (f) SUPERSEDED  2 1
 DH9548
 DH9548.Superseded values are not recommended for survey control.
 DH9548
 DH9548.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH9548.See file dsdata.pdf to determine how the superseded data were derived.
 DH9548
 DH9548_MARKER: DV = VERTICAL CONTROL DISK
 DH9548_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 DH9548_STAMPING: 0305 BB RESET 1977
 DH9548_MARK LOGO: MNHD
 DH9548_PROJECTION: FLUSH
 DH9548_MAGNETIC: I = MARKER IS A STEEL ROD
 DH9548_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DH9548_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DH9548+SATELLITE: SATELLITE OBSERVATIONS - September 18, 2019
 DH9548
 DH9548  HISTORY     - Date     Condition        Report By
 DH9548  HISTORY     - 1977     MONUMENTED       MNHD
 DH9548  HISTORY     - 20190918 GOOD             MNDT
 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.
 DH9548
 DH9548                          STATION RECOVERY (2019)
 DH9548
 DH9548'RECOVERY NOTE BY MN DEPT OF TRANSP 2019 (DAS)
 DH9548'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DG8156 ***********************************************************************
 DG8156  DESIGNATION -  0305 C
 DG8156  PID         -  DG8156
 DG8156  STATE/COUNTY-  MN/BECKER
 DG8156  COUNTRY     -  US
 DG8156  USGS QUAD   -  AUDUBON (2019)
 DG8156
 DG8156                         *CURRENT SURVEY CONTROL
 DG8156  ______________________________________________________________________
 DG8156* NAD 83(2011) POSITION- 46 52 02.00541(N) 095 53 25.17521(W)   ADJUSTED
 DG8156* NAD 83(2011) ELLIP HT-   399.171 (meters)        (06/27/12)   ADJUSTED
 DG8156* NAD 83(2011) EPOCH   -  2010.00
 DG8156* NAVD 88 ORTHO HEIGHT -   425.790 (meters)     1396.95  (feet) ADJUSTED
 DG8156  ______________________________________________________________________
 DG8156  GEOID HEIGHT    -        -26.630 (meters)                     GEOID18
 DG8156  NAD 83(2011) X  -   -448,340.603 (meters)                     COMP
 DG8156  NAD 83(2011) Y  - -4,345,677.942 (meters)                     COMP
 DG8156  NAD 83(2011) Z  -  4,631,976.835 (meters)                     COMP
 DG8156  LAPLACE CORR    -         -0.83  (seconds)                    DEFLEC18
 DG8156  DYNAMIC HEIGHT  -        425.819 (meters)     1397.04  (feet) COMP
 DG8156  MODELED GRAVITY -    980,670.3   (mgal)                       NAVD 88
 DG8156
 DG8156  VERT ORDER      -  SECOND    CLASS I
 DG8156
 DG8156  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DG8156  Standards:
 DG8156         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DG8156            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DG8156  -------------------------------------------------------------------
 DG8156  NETWORK    0.59   0.74           0.25   0.23   0.38     -0.25457819
 DG8156  -------------------------------------------------------------------
 DG8156  Click here for local accuracies and other accuracy information.
 DG8156
 DG8156.The horizontal coordinates were established by GPS observations
 DG8156.and adjusted by the National Geodetic Survey in June 2012.
 DG8156
 DG8156.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DG8156.been affixed to the stable North American tectonic plate. See 
 DG8156.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DG8156
 DG8156.The horizontal coordinates are valid at the epoch date displayed above
 DG8156.which is a decimal equivalence of Year/Month/Day.
 DG8156
 DG8156.The orthometric height was determined by differential leveling and
 DG8156.adjusted by the NATIONAL GEODETIC SURVEY
 DG8156.in August 2019.
 DG8156
 DG8156.Significant digits in the geoid height do not necessarily reflect accuracy.
 DG8156.GEOID18 height accuracy estimate available here.
 DG8156
 DG8156.Click photographs - Photos may exist 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 DEFLEC18 derived deflections.
 DG8156
 DG8156.The ellipsoidal height was determined by GPS observations
 DG8156.and is referenced to NAD 83.
 DG8156
 DG8156.The dynamic height is computed by dividing the NAVD 88
 DG8156.geopotential number by the normal gravity value computed on the
 DG8156.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DG8156.degrees latitude (g = 980.6199 gals.).
 DG8156
 DG8156.The modeled gravity was interpolated from observed gravity values.
 DG8156
 DG8156. The following values were computed from the NAD 83(2011) position.
 DG8156
 DG8156;                    North         East     Units Scale Factor Converg.
 DG8156;SPC MN C     -   308,834.876   674,947.904   MT  0.99996518   -1 11 11.7
 DG8156;SPC MN C     - 1,013,235.76  2,214,391.58   sFT  0.99996518   -1 11 11.7
 DG8156;UTM  15      - 5,194,465.621   279,723.483   MT  1.00019641   -2 06 36.4
 DG8156
 DG8156!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG8156!SPC MN C     -   0.99993743  x   0.99996518  =   0.99990262
 DG8156!UTM  15      -   0.99993743  x   1.00019641  =   1.00013383
 DG8156
 DG8156:                Primary Azimuth Mark                     Grid Az
 DG8156:SPC MN C     -  0305 U                                   332 31 32.8
 DG8156:UTM  15      -  0305 U                                   333 26 57.5
 DG8156
 DG8156_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTM7972394465(NAD 83)
 DG8156
 DG8156|---------------------------------------------------------------------|
 DG8156| PID    Reference Object                     Distance      Geod. Az  |
 DG8156|                                                           dddmmss.s |
 DG8156| DG8167 0305 U                              APPROX. 1.2 KM 3312021.1 |
 DG8156|---------------------------------------------------------------------|
 DG8156
 DG8156                          SUPERSEDED SURVEY CONTROL
 DG8156
 DG8156  NAD 83(2007)-  46 52 02.00532(N)    095 53 25.17605(W) AD(2002.00) 0
 DG8156  ELLIP H (02/10/07)  399.203  (m)                       GP(2002.00)    
 DG8156  NAD 83(1996)-  46 52 02.00499(N)    095 53 25.17616(W) AD(       ) 1
 DG8156  ELLIP H (12/06/04)  399.225  (m)                       GP(       ) 4 1
 DG8156  NAVD 88 (09/21/06)  425.795  (m)         1396.96   (f) SUPERSEDED  2 1
 DG8156  NAVD 88             425.80   (m)         1397.0    (f) LEVELING    3  
 DG8156
 DG8156.Superseded values are not recommended for survey control.
 DG8156
 DG8156.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG8156.See file dsdata.pdf to determine how the superseded data were derived.
 DG8156
 DG8156_MARKER: DV = VERTICAL CONTROL DISK
 DG8156_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 DG8156_STAMPING: 0305 C 1974
 DG8156_MARK LOGO: MNHD
 DG8156_PROJECTION: PROJECTING 8 CENTIMETERS
 DG8156_MAGNETIC: I = MARKER IS A STEEL ROD
 DG8156_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DG8156_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG8156+SATELLITE: SATELLITE OBSERVATIONS - September 19, 2019
 DG8156
 DG8156  HISTORY     - Date     Condition        Report By
 DG8156  HISTORY     - 1974     MONUMENTED       MNHD
 DG8156  HISTORY     - 20040720 GOOD             MNDT
 DG8156  HISTORY     - 20190919 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.
 DG8156
 DG8156                          STATION RECOVERY (2019)
 DG8156
 DG8156'RECOVERY NOTE BY MN DEPT OF TRANSP 2019 (DAS)
 DG8156'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DG8157 ***********************************************************************
 DG8157  DESIGNATION -  0305 CC
 DG8157  PID         -  DG8157
 DG8157  STATE/COUNTY-  MN/BECKER
 DG8157  COUNTRY     -  US
 DG8157  USGS QUAD   -  OGEMA (2019)
 DG8157
 DG8157                         *CURRENT SURVEY CONTROL
 DG8157  ______________________________________________________________________
 DG8157* NAD 83(2011) POSITION- 47 02 12.08771(N) 095 54 46.01357(W)   ADJUSTED
 DG8157* NAD 83(2011) ELLIP HT-   369.176 (meters)        (06/27/12)   ADJUSTED
 DG8157* NAD 83(2011) EPOCH   -  2010.00
 DG8157* NAVD 88 ORTHO HEIGHT -   396.119 (meters)     1299.60  (feet) ADJUSTED
 DG8157  ______________________________________________________________________
 DG8157  GEOID HEIGHT    -        -26.964 (meters)                     GEOID18
 DG8157  NAD 83(2011) X  -   -448,623.243 (meters)                     COMP
 DG8157  NAD 83(2011) Y  - -4,331,786.276 (meters)                     COMP
 DG8157  NAD 83(2011) Z  -  4,644,815.854 (meters)                     COMP
 DG8157  LAPLACE CORR    -          1.17  (seconds)                    DEFLEC18
 DG8157  DYNAMIC HEIGHT  -        396.143 (meters)     1299.68  (feet) COMP
 DG8157  MODELED GRAVITY -    980,663.5   (mgal)                       NAVD 88
 DG8157
 DG8157  VERT ORDER      -  SECOND    CLASS I
 DG8157
 DG8157  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DG8157  Standards:
 DG8157         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DG8157            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DG8157  -------------------------------------------------------------------
 DG8157  NETWORK    0.58   0.80           0.27   0.19   0.41      0.09049411
 DG8157  -------------------------------------------------------------------
 DG8157  Click here for local accuracies and other accuracy information.
 DG8157
 DG8157.The horizontal coordinates were established by GPS observations
 DG8157.and adjusted by the National Geodetic Survey in June 2012.
 DG8157
 DG8157.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DG8157.been affixed to the stable North American tectonic plate. See 
 DG8157.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DG8157
 DG8157.The horizontal coordinates are valid at the epoch date displayed above
 DG8157.which is a decimal equivalence of Year/Month/Day.
 DG8157
 DG8157.The orthometric height was determined by differential leveling and
 DG8157.adjusted by the NATIONAL GEODETIC SURVEY
 DG8157.in August 2019.
 DG8157
 DG8157.Significant digits in the geoid height do not necessarily reflect accuracy.
 DG8157.GEOID18 height accuracy estimate available here.
 DG8157
 DG8157.Click photographs - Photos may exist 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 DEFLEC18 derived deflections.
 DG8157
 DG8157.The ellipsoidal height was determined by GPS observations
 DG8157.and is referenced to NAD 83.
 DG8157
 DG8157.The dynamic height is computed by dividing the NAVD 88
 DG8157.geopotential number by the normal gravity value computed on the
 DG8157.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DG8157.degrees latitude (g = 980.6199 gals.).
 DG8157
 DG8157.The modeled gravity was interpolated from observed gravity values.
 DG8157
 DG8157. The following values were computed from the NAD 83(2011) position.
 DG8157
 DG8157;                    North         East     Units Scale Factor Converg.
 DG8157;SPC MN C     -   327,705.715   673,631.737   MT  0.99999712   -1 12 10.2
 DG8157;SPC MN C     - 1,075,147.83  2,210,073.46   sFT  0.99999712   -1 12 10.2
 DG8157;UTM  15      - 5,213,359.408   278,712.419   MT  1.00020188   -2 07 56.7
 DG8157
 DG8157!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG8157!SPC MN C     -   0.99994214  x   0.99999712  =   0.99993926
 DG8157!UTM  15      -   0.99994214  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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTN7871213359(NAD 83)
 DG8157
 DG8157|---------------------------------------------------------------------|
 DG8157| PID    Reference Object                     Distance      Geod. Az  |
 DG8157|                                                           dddmmss.s |
 DG8157| DG8162 0305 M                              APPROX. 1.5 KM 3515507.4 |
 DG8157|---------------------------------------------------------------------|
 DG8157
 DG8157                          SUPERSEDED SURVEY CONTROL
 DG8157
 DG8157  NAD 83(2007)-  47 02 12.08762(N)    095 54 46.01441(W) AD(2002.00) 0
 DG8157  ELLIP H (02/10/07)  369.205  (m)                       GP(2002.00)    
 DG8157  NAD 83(1996)-  47 02 12.08726(N)    095 54 46.01430(W) AD(       ) 1
 DG8157  ELLIP H (12/06/04)  369.219  (m)                       GP(       ) 4 1
 DG8157  NAVD 88 (09/21/06)  396.139  (m)         1299.67   (f) SUPERSEDED  2 1
 DG8157  NAVD 88             396.13   (m)         1299.6    (f) LEVELING    3  
 DG8157
 DG8157.Superseded values are not recommended for survey control.
 DG8157
 DG8157.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG8157.See file dsdata.pdf to determine how the superseded data were derived.
 DG8157
 DG8157_MARKER: DB = BENCH MARK DISK
 DG8157_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 DG8157_STAMPING: 0305 CC 1971
 DG8157_MARK LOGO: MNHD
 DG8157_PROJECTION: FLUSH
 DG8157_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DG8157_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DG8157_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DG8157+SATELLITE: SATELLITE OBSERVATIONS - September 18, 2019
 DG8157
 DG8157  HISTORY     - Date     Condition        Report By
 DG8157  HISTORY     - 19710401 MONUMENTED       MNHD
 DG8157  HISTORY     - 20040714 GOOD             MNDT
 DG8157  HISTORY     - 20120801 GOOD             MNDT
 DG8157  HISTORY     - 20190918 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.
 DG8157
 DG8157                          STATION RECOVERY (2012)
 DG8157
 DG8157'RECOVERY NOTE BY MN DEPT OF TRANSP 2012 (TWH)
 DG8157'5.0 MI (8.0 KM) SOUTH OF OGEMA, 5.0 MI (8.0 KM) SOUTH ALONG TRUNK
 DG8157'HIGHWAY 59  FROM THE JUNCTION OF TRUNK HIGHWAY 59 AND TRUNK HIGHWAY
 DG8157'224, AT MILE POINT 279.40, 145.5 FT (44.3 M) WEST OF TRUNK HIGHWAY 59,
 DG8157'14 FT (4.3 M) EAST-NORTHEAST OF OLD ROAD BED, 53 FT (16.2 M) SOUTHEAST
 DG8157'OF TRIPLE 20 INCH COTTONWOOD TREE, 0.5 FT (15 CM) NORTHEAST OF A
 DG8157'WITNESS POST.
 DG8157
 DG8157                          STATION RECOVERY (2019)
 DG8157
 DG8157'RECOVERY NOTE BY MN DEPT OF TRANSP 2019 (DAS)
 DG8157'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DH9550 ***********************************************************************
 DH9550  DESIGNATION -  0305 E
 DH9550  PID         -  DH9550
 DH9550  STATE/COUNTY-  MN/BECKER
 DH9550  COUNTRY     -  US
 DH9550  USGS QUAD   -  CALLAWAY (2019)
 DH9550
 DH9550                         *CURRENT SURVEY CONTROL
 DH9550  ______________________________________________________________________
 DH9550* NAD 83(1986) POSITION- 46 54 06.     (N) 095 54 00.     (W)   SCALED
 DH9550* NAVD 88 ORTHO HEIGHT -   445.660 (meters)     1462.14  (feet) ADJUSTED
 DH9550  ______________________________________________________________________
 DH9550  GEOID HEIGHT    -        -26.681 (meters)                     GEOID18
 DH9550  DYNAMIC HEIGHT  -        445.690 (meters)     1462.23  (feet) COMP
 DH9550  MODELED GRAVITY -    980,666.3   (mgal)                       NAVD 88
 DH9550
 DH9550  VERT ORDER      -  SECOND    CLASS I
 DH9550
 DH9550.The horizontal coordinates were scaled from a map and have
 DH9550.an estimated accuracy of +/- 6 seconds.
 DH9550
 DH9550.The orthometric height was determined by differential leveling and
 DH9550.adjusted by the NATIONAL GEODETIC SURVEY
 DH9550.in August 2019.
 DH9550
 DH9550.Significant digits in the geoid height do not necessarily reflect accuracy.
 DH9550.GEOID18 height accuracy estimate available here.
 DH9550
 DH9550.Click photographs - Photos may exist for this station.
 DH9550
 DH9550.The dynamic height is computed by dividing the NAVD 88
 DH9550.geopotential number by the normal gravity value computed on the
 DH9550.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH9550.degrees latitude (g = 980.6199 gals.).
 DH9550
 DH9550.The modeled gravity was interpolated from observed gravity values.
 DH9550
 DH9550;                    North         East    Units  Estimated Accuracy
 DH9550;SPC MN C     -   312,680.      674,290.      MT  (+/- 180 meters Scaled)
 DH9550
 DH9550_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTM791983(NAD 83)
 DH9550
 DH9550                          SUPERSEDED SURVEY CONTROL
 DH9550
 DH9550  NAVD 88 (09/21/06)  445.668  (m)         1462.16   (f) SUPERSEDED  2 1
 DH9550
 DH9550.Superseded values are not recommended for survey control.
 DH9550
 DH9550.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH9550.See file dsdata.pdf to determine how the superseded data were derived.
 DH9550
 DH9550_MARKER: DV = VERTICAL CONTROL DISK
 DH9550_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 DH9550_STAMPING: 0305 E 1974
 DH9550_MARK LOGO: MNHD
 DH9550_PROJECTION: RECESSED 3 CENTIMETERS
 DH9550_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DH9550_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DH9550_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH9550+SATELLITE: SATELLITE OBSERVATIONS - September 19, 2019
 DH9550
 DH9550  HISTORY     - Date     Condition        Report By
 DH9550  HISTORY     - 1974     MONUMENTED       MNHD
 DH9550  HISTORY     - 20190919 GOOD             MNDT
 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.
 DH9550
 DH9550                          STATION RECOVERY (2019)
 DH9550
 DH9550'RECOVERY NOTE BY MN DEPT OF TRANSP 2019 (DAS)
 DH9550'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DG8158 ***********************************************************************
 DG8158  DESIGNATION -  0305 F
 DG8158  PID         -  DG8158
 DG8158  STATE/COUNTY-  MN/BECKER
 DG8158  COUNTRY     -  US
 DG8158  USGS QUAD   -  CALLAWAY (2019)
 DG8158
 DG8158                         *CURRENT SURVEY CONTROL
 DG8158  ______________________________________________________________________
 DG8158* NAD 83(2011) POSITION- 46 56 05.54605(N) 095 54 38.94158(W)   ADJUSTED
 DG8158* NAD 83(2011) ELLIP HT-   409.332 (meters)        (06/27/12)   ADJUSTED
 DG8158* NAD 83(2011) EPOCH   -  2010.00
 DG8158* NAVD 88 ORTHO HEIGHT -   436.073 (meters)     1430.68  (feet) ADJUSTED
 DG8158  ______________________________________________________________________
 DG8158  GEOID HEIGHT    -        -26.745 (meters)                     GEOID18
 DG8158  NAD 83(2011) X  -   -449,329.895 (meters)                     COMP
 DG8158  NAD 83(2011) Y  - -4,340,061.729 (meters)                     COMP
 DG8158  NAD 83(2011) Z  -  4,637,123.106 (meters)                     COMP
 DG8158  LAPLACE CORR    -          1.45  (seconds)                    DEFLEC18
 DG8158  DYNAMIC HEIGHT  -        436.101 (meters)     1430.77  (feet) COMP
 DG8158  MODELED GRAVITY -    980,664.0   (mgal)                       NAVD 88
 DG8158
 DG8158  VERT ORDER      -  SECOND    CLASS I
 DG8158
 DG8158  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DG8158  Standards:
 DG8158         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DG8158            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DG8158  -------------------------------------------------------------------
 DG8158  NETWORK    0.81   0.96           0.36   0.29   0.49     -0.16819399
 DG8158  -------------------------------------------------------------------
 DG8158  Click here for local accuracies and other accuracy information.
 DG8158
 DG8158.The horizontal coordinates were established by GPS observations
 DG8158.and adjusted by the National Geodetic Survey in June 2012.
 DG8158
 DG8158.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DG8158.been affixed to the stable North American tectonic plate. See 
 DG8158.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DG8158
 DG8158.The horizontal coordinates are valid at the epoch date displayed above
 DG8158.which is a decimal equivalence of Year/Month/Day.
 DG8158
 DG8158.The orthometric height was determined by differential leveling and
 DG8158.adjusted by the NATIONAL GEODETIC SURVEY
 DG8158.in August 2019.
 DG8158
 DG8158.Significant digits in the geoid height do not necessarily reflect accuracy.
 DG8158.GEOID18 height accuracy estimate available here.
 DG8158
 DG8158.Click photographs - Photos may exist 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 DEFLEC18 derived deflections.
 DG8158
 DG8158.The ellipsoidal height was determined by GPS observations
 DG8158.and is referenced to NAD 83.
 DG8158
 DG8158.The dynamic height is computed by dividing the NAVD 88
 DG8158.geopotential number by the normal gravity value computed on the
 DG8158.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DG8158.degrees latitude (g = 980.6199 gals.).
 DG8158
 DG8158.The modeled gravity was interpolated from observed gravity values.
 DG8158
 DG8158. The following values were computed from the NAD 83(2011) position.
 DG8158
 DG8158;                    North         East     Units Scale Factor Converg.
 DG8158;SPC MN C     -   316,386.154   673,543.684   MT  0.99997687   -1 12 05.1
 DG8158;SPC MN C     - 1,038,010.24  2,209,784.57   sFT  0.99997687   -1 12 05.1
 DG8158;UTM  15      - 5,202,040.313   278,441.028   MT  1.00020337   -2 07 38.8
 DG8158
 DG8158!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG8158!SPC MN C     -   0.99993584  x   0.99997687  =   0.99991271
 DG8158!UTM  15      -   0.99993584  x   1.00020337  =   1.00013920
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTN7844102040(NAD 83)
 DG8158
 DG8158|---------------------------------------------------------------------|
 DG8158| PID    Reference Object                     Distance      Geod. Az  |
 DG8158|                                                           dddmmss.s |
 DG8158| DG8165 0305 S                              APPROX. 1.6 KM 1800649.1 |
 DG8158|---------------------------------------------------------------------|
 DG8158
 DG8158                          SUPERSEDED SURVEY CONTROL
 DG8158
 DG8158  NAD 83(2007)-  46 56 05.54596(N)    095 54 38.94242(W) AD(2002.00) 0
 DG8158  ELLIP H (02/10/07)  409.363  (m)                       GP(2002.00)    
 DG8158  NAD 83(1996)-  46 56 05.54564(N)    095 54 38.94252(W) AD(       ) 1
 DG8158  ELLIP H (12/06/04)  409.383  (m)                       GP(       ) 4 1
 DG8158  NAVD 88 (09/21/06)  436.084  (m)         1430.72   (f) SUPERSEDED  2 1
 DG8158  NAVD 88             436.08   (m)         1430.7    (f) LEVELING    3  
 DG8158
 DG8158.Superseded values are not recommended for survey control.
 DG8158
 DG8158.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG8158.See file dsdata.pdf to determine how the superseded data were derived.
 DG8158
 DG8158_MARKER: DV = VERTICAL CONTROL DISK
 DG8158_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 DG8158_STAMPING: 0305 F 1974
 DG8158_MARK LOGO: MNHD
 DG8158_PROJECTION: RECESSED 3 CENTIMETERS
 DG8158_MAGNETIC: I = MARKER IS A STEEL ROD
 DG8158_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DG8158_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DG8158+SATELLITE: SATELLITE OBSERVATIONS - September 18, 2019
 DG8158
 DG8158  HISTORY     - Date     Condition        Report By
 DG8158  HISTORY     - 19740401 MONUMENTED       MNHD
 DG8158  HISTORY     - 20040715 GOOD             MNDT
 DG8158  HISTORY     - 20120801 GOOD             MNDT
 DG8158  HISTORY     - 20190918 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.
 DG8158
 DG8158                          STATION RECOVERY (2012)
 DG8158
 DG8158'RECOVERY NOTE BY MN DEPT OF TRANSP 2012 (TWH)
 DG8158'1.2 MI (1.9 KM) NORTH OF WESTBURY, 0.5 MI (0.8 KM) NORTH OF TRUNK
 DG8158'HIGHWAY 59 MILEPOST 272, AT THE JUNCTION OF TRUNK HIGHWAY 59 AND
 DG8158'COUNTY ROAD 12 WEST-TOWNSHIP ROAD EAST, 143 FT (43.6 M) WEST OF TRUNK
 DG8158'HIGHWAY 59, 43 FT (13.1 M) WEST OF RAILROAD, 57 FT (17.4 M) NORTH OF
 DG8158'COUNTY ROAD 12, 6.0 FT (1.8 M) NORTHEAST OF POWER POLE, 1.0 FT (0.3 M)
 DG8158'SOUTH OF A WITNESS POST.  ROD DEPTH UNKNOWN.
 DG8158
 DG8158                          STATION RECOVERY (2019)
 DG8158
 DG8158'RECOVERY NOTE BY MN DEPT OF TRANSP 2019 (DAS)
 DG8158'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DH9551 ***********************************************************************
 DH9551  DESIGNATION -  0305 H RESET
 DH9551  PID         -  DH9551
 DH9551  STATE/COUNTY-  MN/BECKER
 DH9551  COUNTRY     -  US
 DH9551  USGS QUAD   -  CALLAWAY (2019)
 DH9551
 DH9551                         *CURRENT SURVEY CONTROL
 DH9551  ______________________________________________________________________
 DH9551* NAD 83(1986) POSITION- 46 57 48.5    (N) 095 54 40.6    (W)   HD_HELD2
 DH9551* NAVD 88 ORTHO HEIGHT -   424.577 (meters)     1392.97  (feet) ADJUSTED
 DH9551  ______________________________________________________________________
 DH9551  GEOID HEIGHT    -        -26.805 (meters)                     GEOID18
 DH9551  DYNAMIC HEIGHT  -        424.604 (meters)     1393.06  (feet) COMP
 DH9551  MODELED GRAVITY -    980,663.6   (mgal)                       NAVD 88
 DH9551
 DH9551  VERT ORDER      -  SECOND    CLASS I
 DH9551
 DH9551.The horizontal coordinates were established by autonomous hand held GPS
 DH9551.observations and have an estimated accuracy of +/- 10 meters.
 DH9551
 DH9551.The orthometric height was determined by differential leveling and
 DH9551.adjusted by the NATIONAL GEODETIC SURVEY
 DH9551.in August 2019.
 DH9551
 DH9551.Significant digits in the geoid height do not necessarily reflect accuracy.
 DH9551.GEOID18 height accuracy estimate available here.
 DH9551
 DH9551.Click photographs - Photos may exist for this station.
 DH9551
 DH9551.The dynamic height is computed by dividing the NAVD 88
 DH9551.geopotential number by the normal gravity value computed on the
 DH9551.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH9551.degrees latitude (g = 980.6199 gals.).
 DH9551
 DH9551.The modeled gravity was interpolated from observed gravity values.
 DH9551
 DH9551;                    North         East    Units  Estimated Accuracy
 DH9551;SPC MN C     -   319,565.      673,575.      MT  (+/- 10 meters HH2 GPS)
 DH9551
 DH9551_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTN7852405219(NAD 83)
 DH9551
 DH9551                          SUPERSEDED SURVEY CONTROL
 DH9551
 DH9551  NAVD 88 (09/21/06)  424.591  (m)         1393.01   (f) SUPERSEDED  2 1
 DH9551
 DH9551.Superseded values are not recommended for survey control.
 DH9551
 DH9551.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH9551.See file dsdata.pdf to determine how the superseded data were derived.
 DH9551
 DH9551_MARKER: DV = VERTICAL CONTROL DISK
 DH9551_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 DH9551_STAMPING: 0305 H RESET 1977
 DH9551_MARK LOGO: MNHD
 DH9551_PROJECTION: RECESSED 3 CENTIMETERS
 DH9551_MAGNETIC: I = MARKER IS A STEEL ROD
 DH9551_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DH9551_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH9551+SATELLITE: SATELLITE OBSERVATIONS - September 18, 2019
 DH9551
 DH9551  HISTORY     - Date     Condition        Report By
 DH9551  HISTORY     - 1977     MONUMENTED       MNHD
 DH9551  HISTORY     - 20190918 GOOD             MNDT
 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.
 DH9551
 DH9551                          STATION RECOVERY (2019)
 DH9551
 DH9551'RECOVERY NOTE BY MN DEPT OF TRANSP 2019 (DAS)
 DH9551'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DG8159 ***********************************************************************
 DG8159  DESIGNATION -  0305 J
 DG8159  PID         -  DG8159
 DG8159  STATE/COUNTY-  MN/BECKER
 DG8159  COUNTRY     -  US
 DG8159  USGS QUAD   -  OGEMA (2019)
 DG8159
 DG8159                         *CURRENT SURVEY CONTROL
 DG8159  ______________________________________________________________________
 DG8159* NAD 83(2011) POSITION- 47 07 05.90974(N) 095 55 38.00924(W)   ADJUSTED
 DG8159* NAD 83(2011) ELLIP HT-   359.550 (meters)        (06/27/12)   ADJUSTED
 DG8159* NAD 83(2011) EPOCH   -  2010.00
 DG8159* NAVD 88 ORTHO HEIGHT -   386.589 (meters)     1268.33  (feet) ADJUSTED
 DG8159  ______________________________________________________________________
 DG8159  GEOID HEIGHT    -        -27.075 (meters)                     GEOID18
 DG8159  NAD 83(2011) X  -   -449,028.348 (meters)                     COMP
 DG8159  NAD 83(2011) Y  - -4,325,057.312 (meters)                     COMP
 DG8159  NAD 83(2011) Z  -  4,650,988.343 (meters)                     COMP
 DG8159  LAPLACE CORR    -         -1.10  (seconds)                    DEFLEC18
 DG8159  DYNAMIC HEIGHT  -        386.615 (meters)     1268.42  (feet) COMP
 DG8159  MODELED GRAVITY -    980,670.5   (mgal)                       NAVD 88
 DG8159
 DG8159  VERT ORDER      -  SECOND    CLASS I
 DG8159
 DG8159  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DG8159  Standards:
 DG8159         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DG8159            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DG8159  -------------------------------------------------------------------
 DG8159  NETWORK    0.37   0.49           0.17   0.12   0.25      0.01444911
 DG8159  -------------------------------------------------------------------
 DG8159  Click here for local accuracies and other accuracy information.
 DG8159
 DG8159.The horizontal coordinates were established by GPS observations
 DG8159.and adjusted by the National Geodetic Survey in June 2012.
 DG8159
 DG8159.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DG8159.been affixed to the stable North American tectonic plate. See 
 DG8159.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DG8159
 DG8159.The horizontal coordinates are valid at the epoch date displayed above
 DG8159.which is a decimal equivalence of Year/Month/Day.
 DG8159
 DG8159.The orthometric height was determined by differential leveling and
 DG8159.adjusted by the NATIONAL GEODETIC SURVEY
 DG8159.in August 2019.
 DG8159
 DG8159.Significant digits in the geoid height do not necessarily reflect accuracy.
 DG8159.GEOID18 height accuracy estimate available here.
 DG8159
 DG8159.Click photographs - Photos may exist 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 DEFLEC18 derived deflections.
 DG8159
 DG8159.The ellipsoidal height was determined by GPS observations
 DG8159.and is referenced to NAD 83.
 DG8159
 DG8159.The dynamic height is computed by dividing the NAVD 88
 DG8159.geopotential number by the normal gravity value computed on the
 DG8159.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DG8159.degrees latitude (g = 980.6199 gals.).
 DG8159
 DG8159.The modeled gravity was interpolated from observed gravity values.
 DG8159
 DG8159. The following values were computed from the NAD 83(2011) position.
 DG8159
 DG8159;                    North         East     Units Scale Factor Converg.
 DG8159;SPC MN C     -   336,800.461   672,726.369   MT  1.00001565   -1 12 47.8
 DG8159;SPC MN C     - 1,104,986.18  2,207,103.10   sFT  1.00001565   -1 12 47.8
 DG8159;UTM  15      - 5,222,469.465   277,954.803   MT  1.00020599   -2 08 45.0
 DG8159;UTM  14      - 5,222,893.429   733,085.195   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   1.00020599  =   1.00014962
 DG8159!UTM  14      -   0.99994364  x   1.00026776  =   1.00021139
 DG8159
 DG8159_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTN7795422469(NAD 83)
 DG8159
 DG8159                          SUPERSEDED SURVEY CONTROL
 DG8159
 DG8159  NAD 83(2007)-  47 07 05.90965(N)    095 55 38.01009(W) AD(2002.00) 0
 DG8159  ELLIP H (02/10/07)  359.578  (m)                       GP(2002.00)    
 DG8159  NAD 83(1996)-  47 07 05.90931(N)    095 55 38.00996(W) AD(       ) 1
 DG8159  ELLIP H (12/06/04)  359.590  (m)                       GP(       ) 4 1
 DG8159  NAVD 88 (09/21/06)  386.616  (m)         1268.42   (f) SUPERSEDED  2 1
 DG8159  NAVD 88             386.61   (m)         1268.4    (f) LEVELING    3  
 DG8159
 DG8159.Superseded values are not recommended for survey control.
 DG8159
 DG8159.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG8159.See file dsdata.pdf to determine how the superseded data were derived.
 DG8159
 DG8159_MARKER: DD = SURVEY DISK
 DG8159_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DG8159_STAMPING: 0305 J 2004
 DG8159_MARK LOGO: MNDT
 DG8159_PROJECTION: RECESSED 3 CENTIMETERS
 DG8159_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DG8159_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DG8159_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG8159+SATELLITE: SATELLITE OBSERVATIONS - December 05, 2023
 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  HISTORY     - 20190918 GOOD             MNDT
 DG8159  HISTORY     - 20231205 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.
 DG8159
 DG8159                          STATION RECOVERY (2019)
 DG8159
 DG8159'RECOVERY NOTE BY MN DEPT OF TRANSP 2019 (DAS)
 DG8159'RECOVERED IN GOOD CONDITION.
 DG8159
 DG8159                          STATION RECOVERY (2023)
 DG8159
 DG8159'RECOVERY NOTE BY MN DEPT OF TRANSP 2023 (LXG)
 DG8159'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DR7877 ***********************************************************************
 DR7877  DESIGNATION -  0305 K RESET
 DR7877  PID         -  DR7877
 DR7877  STATE/COUNTY-  MN/BECKER
 DR7877  COUNTRY     -  US
 DR7877  USGS QUAD   -  OGEMA (2019)
 DR7877
 DR7877                         *CURRENT SURVEY CONTROL
 DR7877  ______________________________________________________________________
 DR7877* NAD 83(2011) POSITION- 47 05 37.10224(N) 095 55 38.97640(W)   ADJUSTED
 DR7877* NAD 83(2011) ELLIP HT-   358.534 (meters)        (05/29/24)   ADJUSTED
 DR7877* NAD 83(2011) EPOCH   -  2010.00
 DR7877* NAVD 88 ORTHO HEIGHT -   385.571 (meters)     1264.99  (feet) ADJUSTED
 DR7877  ______________________________________________________________________
 DR7877  GEOID HEIGHT    -        -27.056 (meters)                     GEOID18
 DR7877  NAD 83(2011) X  -   -449,256.057 (meters)                     COMP
 DR7877  NAD 83(2011) Y  - -4,327,053.080 (meters)                     COMP
 DR7877  NAD 83(2011) Z  -  4,649,120.828 (meters)                     COMP
 DR7877  LAPLACE CORR    -         -0.50  (seconds)                    DEFLEC18
 DR7877  DYNAMIC HEIGHT  -        385.596 (meters)     1265.08  (feet) COMP
 DR7877  MODELED GRAVITY -    980,668.4   (mgal)                       NAVD 88
 DR7877
 DR7877  VERT ORDER      -  SECOND    CLASS I
 DR7877
 DR7877  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DR7877  Standards:
 DR7877         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DR7877            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DR7877  -------------------------------------------------------------------
 DR7877  NETWORK    0.76   1.45           0.35   0.26   0.74      0.02165338
 DR7877  -------------------------------------------------------------------
 DR7877  Click here for local accuracies and other accuracy information.
 DR7877
 DR7877.The horizontal coordinates were established by GPS observations
 DR7877.and adjusted by the MN DEPT OF TRANSP in May 2024.
 DR7877
 DR7877.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DR7877.been affixed to the stable North American tectonic plate. See 
 DR7877.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DR7877
 DR7877.The horizontal coordinates are valid at the epoch date displayed above
 DR7877.which is a decimal equivalence of Year/Month/Day.
 DR7877
 DR7877.The orthometric height was determined by differential leveling and
 DR7877.adjusted by the NATIONAL GEODETIC SURVEY
 DR7877.in June 2023.
 DR7877
 DR7877.Significant digits in the geoid height do not necessarily reflect accuracy.
 DR7877.GEOID18 height accuracy estimate available here.
 DR7877
 DR7877.Click photographs - Photos may exist for this station.
 DR7877
 DR7877.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DR7877
 DR7877.The Laplace correction was computed from DEFLEC18 derived deflections.
 DR7877
 DR7877.The ellipsoidal height was determined by GPS observations
 DR7877.and is referenced to NAD 83.
 DR7877
 DR7877.The dynamic height is computed by dividing the NAVD 88
 DR7877.geopotential number by the normal gravity value computed on the
 DR7877.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DR7877.degrees latitude (g = 980.6199 gals.).
 DR7877
 DR7877.The modeled gravity was interpolated from observed gravity values.
 DR7877
 DR7877. The following values were computed from the NAD 83(2011) position.
 DR7877
 DR7877;                    North         East     Units Scale Factor Converg.
 DR7877;SPC MN C     -   334,058.976   672,647.905   MT  1.00000983   -1 12 48.5
 DR7877;SPC MN C     - 1,095,991.82  2,206,845.67   sFT  1.00000983   -1 12 48.5
 DR7877;UTM  15      - 5,219,729.089   277,831.728   MT  1.00020667   -2 08 42.6
 DR7877;UTM  14      - 5,220,151.514   733,172.610   MT  1.00026826   +2 15 05.5
 DR7877
 DR7877!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DR7877!SPC MN C     -   0.99994380  x   1.00000983  =   0.99995363
 DR7877!UTM  15      -   0.99994380  x   1.00020667  =   1.00015046
 DR7877!UTM  14      -   0.99994380  x   1.00026826  =   1.00021205
 DR7877
 DR7877_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTN7783119729(NAD 83)
 DR7877
 DR7877                          SUPERSEDED SURVEY CONTROL
 DR7877
 DR7877.No superseded survey control is available for this station.
 DR7877
 DR7877_MARKER: I = METAL ROD
 DR7877_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DR7877_STAMPING: 0305 K RESET 2019
 DR7877_MARK LOGO: MNDT
 DR7877_PROJECTION: RECESSED 8 CENTIMETERS
 DR7877_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DR7877_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DR7877_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DR7877+SATELLITE: SATELLITE OBSERVATIONS - December 05, 2023
 DR7877_ROD/PIPE-DEPTH: 12.2 meters
 DR7877
 DR7877  HISTORY     - Date     Condition        Report By
 DR7877  HISTORY     - 20191008 MONUMENTED       MNDT
 DR7877  HISTORY     - 20191008 GOOD             MNDT
 DR7877  HISTORY     - 20231205 GOOD             MNDT
 DR7877
 DR7877                          STATION DESCRIPTION
 DR7877
 DR7877'DESCRIBED BY MN DEPT OF TRANSP 2019 (TJD)
 DR7877'THE MARK IS LOCATED ABOUT 1.0 MI (1.6 KM) SOUTH OF OGEMA.
 DR7877'
 DR7877'TO REACH THE MARK GO 0.7 MI (1.1 KM) SOUTH ALONG TRUNK HIGHWAY 59 FROM
 DR7877'THE JUNCTION OF TRUNK HIGHWAY 59 AND COUNTY ROAD 34 IN OGEMA, AT TRUNK
 DR7877'HIGHWAY 59 MILE POINT 283.60.
 DR7877'
 DR7877'THE MARK IS 61.1 FT (18.6 M) WEST OF TRUNK HIGHWAY 59, 64.6 FT (19.7
 DR7877'M) NORTH OF 360TH STREET, 27.4 FT (8.4 M) NORTH OF A CABLE PEDESTAL
 DR7877'NUMBER W352, 1.0 FT (0.3 M) SOUTH OF A WITNESS POST.
 DR7877
 DR7877                          STATION RECOVERY (2023)
 DR7877
 DR7877'RECOVERY NOTE BY MN DEPT OF TRANSP 2023 (LXG)
 DR7877'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DG8161 ***********************************************************************
 DG8161  DESIGNATION -  0305 L
 DG8161  PID         -  DG8161
 DG8161  STATE/COUNTY-  MN/BECKER
 DG8161  COUNTRY     -  US
 DG8161  USGS QUAD   -  OGEMA (2019)
 DG8161
 DG8161                         *CURRENT SURVEY CONTROL
 DG8161  ______________________________________________________________________
 DG8161* NAD 83(2011) POSITION- 47 04 44.80800(N) 095 55 28.26278(W)   ADJUSTED
 DG8161* NAD 83(2011) ELLIP HT-   361.155 (meters)        (06/27/12)   ADJUSTED
 DG8161* NAD 83(2011) EPOCH   -  2010.00
 DG8161* NAVD 88 ORTHO HEIGHT -   388.165 (meters)     1273.50  (feet) ADJUSTED
 DG8161  ______________________________________________________________________
 DG8161  GEOID HEIGHT    -        -27.039 (meters)                     GEOID18
 DG8161  NAD 83(2011) X  -   -449,153.575 (meters)                     COMP
 DG8161  NAD 83(2011) Y  - -4,328,254.665 (meters)                     COMP
 DG8161  NAD 83(2011) Z  -  4,648,023.100 (meters)                     COMP
 DG8161  LAPLACE CORR    -         -0.05  (seconds)                    DEFLEC18
 DG8161  DYNAMIC HEIGHT  -        388.190 (meters)     1273.59  (feet) COMP
 DG8161  MODELED GRAVITY -    980,666.5   (mgal)                       NAVD 88
 DG8161
 DG8161  VERT ORDER      -  SECOND    CLASS I
 DG8161
 DG8161  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DG8161  Standards:
 DG8161         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DG8161            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DG8161  -------------------------------------------------------------------
 DG8161  NETWORK    0.41   0.57           0.19   0.13   0.29      0.01023660
 DG8161  -------------------------------------------------------------------
 DG8161  Click here for local accuracies and other accuracy information.
 DG8161
 DG8161.The horizontal coordinates were established by GPS observations
 DG8161.and adjusted by the National Geodetic Survey in June 2012.
 DG8161
 DG8161.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DG8161.been affixed to the stable North American tectonic plate. See 
 DG8161.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DG8161
 DG8161.The horizontal coordinates are valid at the epoch date displayed above
 DG8161.which is a decimal equivalence of Year/Month/Day.
 DG8161
 DG8161.The orthometric height was determined by differential leveling and
 DG8161.adjusted by the NATIONAL GEODETIC SURVEY
 DG8161.in August 2019.
 DG8161
 DG8161.Significant digits in the geoid height do not necessarily reflect accuracy.
 DG8161.GEOID18 height accuracy estimate available here.
 DG8161
 DG8161.Click photographs - Photos may exist 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 DEFLEC18 derived deflections.
 DG8161
 DG8161.The ellipsoidal height was determined by GPS observations
 DG8161.and is referenced to NAD 83.
 DG8161
 DG8161.The dynamic height is computed by dividing the NAVD 88
 DG8161.geopotential number by the normal gravity value computed on the
 DG8161.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DG8161.degrees latitude (g = 980.6199 gals.).
 DG8161
 DG8161.The modeled gravity was interpolated from observed gravity values.
 DG8161
 DG8161. The following values were computed from the NAD 83(2011) position.
 DG8161
 DG8161;                    North         East     Units Scale Factor Converg.
 DG8161;SPC MN C     -   332,439.631   672,839.664   MT  1.00000649   -1 12 40.8
 DG8161;SPC MN C     - 1,090,679.02  2,207,474.80   sFT  1.00000649   -1 12 40.8
 DG8161;UTM  15      - 5,218,106.519   277,997.171   MT  1.00020577   -2 08 32.9
 DG8161;UTM  14      - 5,218,546.299   733,461.959   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  =   1.00021331
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTN7799718106(NAD 83)
 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  NAD 83(2007)-  47 04 44.80791(N)    095 55 28.26362(W) AD(2002.00) 0
 DG8161  ELLIP H (02/10/07)  361.184  (m)                       GP(2002.00)    
 DG8161  NAD 83(1996)-  47 04 44.80757(N)    095 55 28.26350(W) AD(       ) 1
 DG8161  ELLIP H (12/06/04)  361.195  (m)                       GP(       ) 4 1
 DG8161  NAVD 88 (09/21/06)  388.188  (m)         1273.58   (f) SUPERSEDED  2 1
 DG8161  NAVD 88             388.18   (m)         1273.6    (f) LEVELING    3  
 DG8161
 DG8161.Superseded values are not recommended for survey control.
 DG8161
 DG8161.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG8161.See file dsdata.pdf to determine how the superseded data were derived.
 DG8161
 DG8161_MARKER: DD = SURVEY DISK
 DG8161_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DG8161_STAMPING: 0305 L 2004
 DG8161_MARK LOGO: MNDT
 DG8161_PROJECTION: FLUSH
 DG8161_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DG8161_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DG8161_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG8161+SATELLITE: SATELLITE OBSERVATIONS - December 05, 2023
 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  HISTORY     - 20210629 GOOD             MNDT
 DG8161  HISTORY     - 20231205 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.
 DG8161
 DG8161                          STATION RECOVERY (2021)
 DG8161
 DG8161'RECOVERY NOTE BY MN DEPT OF TRANSP 2021 (DAS)
 DG8161'RECOVERED IN GOOD CONDITION.
 DG8161
 DG8161                          STATION RECOVERY (2023)
 DG8161
 DG8161'RECOVERY NOTE BY MN DEPT OF TRANSP 2023 (LXG)
 DG8161'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DG8162 ***********************************************************************
 DG8162  DESIGNATION -  0305 M
 DG8162  PID         -  DG8162
 DG8162  STATE/COUNTY-  MN/BECKER
 DG8162  COUNTRY     -  US
 DG8162  USGS QUAD   -  OGEMA (2019)
 DG8162
 DG8162                         *CURRENT SURVEY CONTROL
 DG8162  ______________________________________________________________________
 DG8162* NAD 83(2011) POSITION- 47 02 59.34156(N) 095 54 55.83001(W)   ADJUSTED
 DG8162* NAD 83(2011) ELLIP HT-   362.928 (meters)        (06/27/12)   ADJUSTED
 DG8162* NAD 83(2011) EPOCH   -  2010.00
 DG8162* NAVD 88 ORTHO HEIGHT -   389.902 (meters)     1279.20  (feet) ADJUSTED
 DG8162  ______________________________________________________________________
 DG8162  GEOID HEIGHT    -        -26.990 (meters)                     GEOID18
 DG8162  NAD 83(2011) X  -   -448,718.886 (meters)                     COMP
 DG8162  NAD 83(2011) Y  - -4,330,698.335 (meters)                     COMP
 DG8162  NAD 83(2011) Z  -  4,645,805.737 (meters)                     COMP
 DG8162  LAPLACE CORR    -          0.86  (seconds)                    DEFLEC18
 DG8162  DYNAMIC HEIGHT  -        389.926 (meters)     1279.28  (feet) COMP
 DG8162  MODELED GRAVITY -    980,663.8   (mgal)                       NAVD 88
 DG8162
 DG8162  VERT ORDER      -  SECOND    CLASS I
 DG8162
 DG8162  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DG8162  Standards:
 DG8162         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DG8162            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DG8162  -------------------------------------------------------------------
 DG8162  NETWORK    0.53   0.73           0.25   0.17   0.37      0.07361755
 DG8162  -------------------------------------------------------------------
 DG8162  Click here for local accuracies and other accuracy information.
 DG8162
 DG8162.The horizontal coordinates were established by GPS observations
 DG8162.and adjusted by the National Geodetic Survey in June 2012.
 DG8162
 DG8162.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DG8162.been affixed to the stable North American tectonic plate. See 
 DG8162.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DG8162
 DG8162.The horizontal coordinates are valid at the epoch date displayed above
 DG8162.which is a decimal equivalence of Year/Month/Day.
 DG8162
 DG8162.The orthometric height was determined by differential leveling and
 DG8162.adjusted by the NATIONAL GEODETIC SURVEY
 DG8162.in June 2023.
 DG8162
 DG8162.Significant digits in the geoid height do not necessarily reflect accuracy.
 DG8162.GEOID18 height accuracy estimate available here.
 DG8162
 DG8162.Click photographs - Photos may exist 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 DEFLEC18 derived deflections.
 DG8162
 DG8162.The ellipsoidal height was determined by GPS observations
 DG8162.and is referenced to NAD 83.
 DG8162
 DG8162.The dynamic height is computed by dividing the NAVD 88
 DG8162.geopotential number by the normal gravity value computed on the
 DG8162.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DG8162.degrees latitude (g = 980.6199 gals.).
 DG8162
 DG8162.The modeled gravity was interpolated from observed gravity values.
 DG8162
 DG8162. The following values were computed from the NAD 83(2011) position.
 DG8162
 DG8162;                    North         East     Units Scale Factor Converg.
 DG8162;SPC MN C     -   329,168.992   673,455.220   MT  0.99999996   -1 12 17.3
 DG8162;SPC MN C     - 1,079,948.60  2,209,494.33   sFT  0.99999996   -1 12 17.3
 DG8162;UTM  15      - 5,214,825.655   278,559.639   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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTN7855914825(NAD 83)
 DG8162
 DG8162|---------------------------------------------------------------------|
 DG8162| PID    Reference Object                     Distance      Geod. Az  |
 DG8162|                                                           dddmmss.s |
 DG8162| DG8157 0305 CC                             APPROX. 1.5 KM 1715500.2 |
 DG8162|---------------------------------------------------------------------|
 DG8162
 DG8162                          SUPERSEDED SURVEY CONTROL
 DG8162
 DG8162  NAD 83(2007)-  47 02 59.34146(N)    095 54 55.83085(W) AD(2002.00) 0
 DG8162  ELLIP H (02/10/07)  362.957  (m)                       GP(2002.00)    
 DG8162  NAD 83(1996)-  47 02 59.34110(N)    095 54 55.83074(W) AD(       ) 1
 DG8162  ELLIP H (12/06/04)  362.969  (m)                       GP(       ) 4 1
 DG8162  NAVD 88 (08/26/19)  389.896  (m)         1279.18   (f) SUPERSEDED  2 1
 DG8162  NAVD 88 (09/21/06)  389.917  (m)         1279.25   (f) SUPERSEDED  2 1
 DG8162  NAVD 88             389.91   (m)         1279.2    (f) LEVELING    3  
 DG8162
 DG8162.Superseded values are not recommended for survey control.
 DG8162
 DG8162.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG8162.See file dsdata.pdf to determine how the superseded data were derived.
 DG8162
 DG8162_MARKER: DD = SURVEY DISK
 DG8162_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DG8162_STAMPING: 0305 M 2004
 DG8162_MARK LOGO: MNDT
 DG8162_PROJECTION: RECESSED 3 CENTIMETERS
 DG8162_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DG8162_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DG8162_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG8162+SATELLITE: SATELLITE OBSERVATIONS - September 18, 2019
 DG8162_ROD/PIPE-DEPTH: 16.8 meters
 DG8162
 DG8162  HISTORY     - Date     Condition        Report By
 DG8162  HISTORY     - 20040728 MONUMENTED       MNDT
 DG8162  HISTORY     - 20120801 GOOD             MNDT
 DG8162  HISTORY     - 20190918 GOOD             MNDT
 DG8162
 DG8162                          STATION DESCRIPTION
 DG8162
 DG8162'DESCRIBED BY MN DEPT OF TRANSP 2004 (MPP)
 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 (2012)
 DG8162
 DG8162'RECOVERY NOTE BY MN DEPT OF TRANSP 2012 (TWH)
 DG8162'4.0 MI (6.4 KM) SOUTH OF OGEMA, 3.7 MI (6.0 KM) SOUTH ALONG TRUNK
 DG8162'HIGHWAY 59 FROM THE JUNCTION OF TRUNK HIGHWAY 59 AND TRUNK HIGHWAY 224
 DG8162'IN OGEMA, AT TRUNK HIGHWAY 59 MILE POINT 280.60, 94.7 FT (28.9 M)
 DG8162'WEST-SOUTHWEST OF TRUNK HIGHWAY 59, 49.9 FT (15.2 M) NORTH OF GRAVEL
 DG8162'ROAD, 5.8 FT (1.8 M) NORTH OF CABLE PEDESTAL NUMBER B6W3, 1.0 FT (0.3
 DG8162'M) SOUTH OF A WITNESS POST.
 DG8162
 DG8162                          STATION RECOVERY (2019)
 DG8162
 DG8162'RECOVERY NOTE BY MN DEPT OF TRANSP 2019 (DAS)
 DG8162'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DG8163 ***********************************************************************
 DG8163  DESIGNATION -  0305 N
 DG8163  PID         -  DG8163
 DG8163  STATE/COUNTY-  MN/BECKER
 DG8163  COUNTRY     -  US
 DG8163  USGS QUAD   -  OGEMA (2019)
 DG8163
 DG8163                         *CURRENT SURVEY CONTROL
 DG8163  ______________________________________________________________________
 DG8163* NAD 83(2011) POSITION- 47 00 23.36263(N) 095 54 45.70583(W)   ADJUSTED
 DG8163* NAD 83(2011) ELLIP HT-   387.028 (meters)        (06/27/12)   ADJUSTED
 DG8163* NAD 83(2011) EPOCH   -  2010.00
 DG8163* NAVD 88 ORTHO HEIGHT -   413.910 (meters)     1357.97  (feet) ADJUSTED
 DG8163  ______________________________________________________________________
 DG8163  GEOID HEIGHT    -        -26.900 (meters)                     GEOID18
 DG8163  NAD 83(2011) X  -   -448,871.091 (meters)                     COMP
 DG8163  NAD 83(2011) Y  - -4,334,242.532 (meters)                     COMP
 DG8163  NAD 83(2011) Z  -  4,642,539.875 (meters)                     COMP
 DG8163  LAPLACE CORR    -          1.17  (seconds)                    DEFLEC18
 DG8163  DYNAMIC HEIGHT  -        413.936 (meters)     1358.06  (feet) COMP
 DG8163  MODELED GRAVITY -    980,664.6   (mgal)                       NAVD 88
 DG8163
 DG8163  VERT ORDER      -  SECOND    CLASS I
 DG8163
 DG8163  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DG8163  Standards:
 DG8163         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DG8163            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DG8163  -------------------------------------------------------------------
 DG8163  NETWORK    0.77   0.94           0.36   0.24   0.48     -0.05009494
 DG8163  -------------------------------------------------------------------
 DG8163  Click here for local accuracies and other accuracy information.
 DG8163
 DG8163.The horizontal coordinates were established by GPS observations
 DG8163.and adjusted by the National Geodetic Survey in June 2012.
 DG8163
 DG8163.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DG8163.been affixed to the stable North American tectonic plate. See 
 DG8163.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DG8163
 DG8163.The horizontal coordinates are valid at the epoch date displayed above
 DG8163.which is a decimal equivalence of Year/Month/Day.
 DG8163
 DG8163.The orthometric height was determined by differential leveling and
 DG8163.adjusted by the NATIONAL GEODETIC SURVEY
 DG8163.in August 2019.
 DG8163
 DG8163.Significant digits in the geoid height do not necessarily reflect accuracy.
 DG8163.GEOID18 height accuracy estimate available here.
 DG8163
 DG8163.Click photographs - Photos may exist 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 DEFLEC18 derived deflections.
 DG8163
 DG8163.The ellipsoidal height was determined by GPS observations
 DG8163.and is referenced to NAD 83.
 DG8163
 DG8163.The dynamic height is computed by dividing the NAVD 88
 DG8163.geopotential number by the normal gravity value computed on the
 DG8163.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DG8163.degrees latitude (g = 980.6199 gals.).
 DG8163
 DG8163.The modeled gravity was interpolated from observed gravity values.
 DG8163
 DG8163. The following values were computed from the NAD 83(2011) position.
 DG8163
 DG8163;                    North         East     Units Scale Factor Converg.
 DG8163;SPC MN C     -   324,348.810   673,567.756   MT  0.99999078   -1 12 10.0
 DG8163;SPC MN C     - 1,064,134.39  2,209,863.55   sFT  0.99999078   -1 12 10.0
 DG8163;UTM  15      - 5,210,003.282   278,593.992   MT  1.00020253   -2 07 52.7
 DG8163
 DG8163!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG8163!SPC MN C     -   0.99993934  x   0.99999078  =   0.99993012
 DG8163!UTM  15      -   0.99993934  x   1.00020253  =   1.00014185
 DG8163
 DG8163_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTN7859310003(NAD 83)
 DG8163
 DG8163                          SUPERSEDED SURVEY CONTROL
 DG8163
 DG8163  NAD 83(2007)-  47 00 23.36254(N)    095 54 45.70668(W) AD(2002.00) 0
 DG8163  ELLIP H (02/10/07)  387.058  (m)                       GP(2002.00)    
 DG8163  NAD 83(1996)-  47 00 23.36222(N)    095 54 45.70665(W) AD(       ) 1
 DG8163  ELLIP H (12/06/04)  387.074  (m)                       GP(       ) 4 1
 DG8163  NAVD 88 (09/21/06)  413.927  (m)         1358.03   (f) SUPERSEDED  2 1
 DG8163  NAVD 88             413.92   (m)         1358.0    (f) LEVELING    3  
 DG8163
 DG8163.Superseded values are not recommended for survey control.
 DG8163
 DG8163.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG8163.See file dsdata.pdf to determine how the superseded data were derived.
 DG8163
 DG8163_MARKER: DD = SURVEY DISK
 DG8163_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DG8163_STAMPING: 0305 N 2004
 DG8163_MARK LOGO: MNDT
 DG8163_PROJECTION: RECESSED 5 CENTIMETERS
 DG8163_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DG8163_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DG8163_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG8163+SATELLITE: SATELLITE OBSERVATIONS - September 18, 2019
 DG8163_ROD/PIPE-DEPTH: 7.6 meters
 DG8163
 DG8163  HISTORY     - Date     Condition        Report By
 DG8163  HISTORY     - 20040728 MONUMENTED       MNDT
 DG8163  HISTORY     - 20120801 GOOD             MNDT
 DG8163  HISTORY     - 20190918 GOOD             MNDT
 DG8163
 DG8163                          STATION DESCRIPTION
 DG8163
 DG8163'DESCRIBED BY MN DEPT OF TRANSP 2004 (MPP)
 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 (2012)
 DG8163
 DG8163'RECOVERY NOTE BY MN DEPT OF TRANSP 2012 (TWH)
 DG8163'2.0 MI (3.2 KM) NORTH OF CALLAWAY, 1.05 MI (1.7 KM) NORTH ALONG TRUNK
 DG8163'HIGHWAY 59 FROM THE JUNCTION OF TRUNK HIGHWAY 59 AND COUNTY ROAD 14 AT
 DG8163'TRUNK HIGHWAY 59 MILE POINT 277.50, 81.7 FT (24.9 M) WEST OF TRUNK
 DG8163'HIGHWAY 59, 78.8 FT (24.0 M) NORTH OF 300 STREET, 32.7 FT (10.0 M)
 DG8163'NORTHEAST OF POWER POLE, 1.0 FT (0.3 M) SOUTH OF A WITNESS POST.
 DG8163
 DG8163                          STATION RECOVERY (2019)
 DG8163
 DG8163'RECOVERY NOTE BY MN DEPT OF TRANSP 2019 (DAS)
 DG8163'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DR7875 ***********************************************************************
 DR7875  DESIGNATION -  0305 P RESET
 DR7875  PID         -  DR7875
 DR7875  STATE/COUNTY-  MN/BECKER
 DR7875  COUNTRY     -  US
 DR7875  USGS QUAD   -  CALLAWAY (2019)
 DR7875
 DR7875                         *CURRENT SURVEY CONTROL
 DR7875  ______________________________________________________________________
 DR7875* NAD 83(1986) POSITION- 46 59 29.81   (N) 095 54 43.67   (W)   HD_HELD1
 DR7875* NAVD 88 ORTHO HEIGHT -   415.319 (meters)     1362.59  (feet) ADJUSTED
 DR7875  ______________________________________________________________________
 DR7875  GEOID HEIGHT    -        -26.867 (meters)                     GEOID18
 DR7875  DYNAMIC HEIGHT  -        415.344 (meters)     1362.67  (feet) COMP
 DR7875  MODELED GRAVITY -    980,662.9   (mgal)                       NAVD 88
 DR7875
 DR7875  VERT ORDER      -  SECOND    CLASS I
 DR7875
 DR7875.The horizontal coordinates were determined by differentially corrected
 DR7875.hand held GPS observations or other comparable positioning techniques
 DR7875.and have an estimated accuracy of +/- 3 meters.
 DR7875
 DR7875.The orthometric height was determined by differential leveling and
 DR7875.adjusted by the NATIONAL GEODETIC SURVEY
 DR7875.in June 2023.
 DR7875
 DR7875.Significant digits in the geoid height do not necessarily reflect accuracy.
 DR7875.GEOID18 height accuracy estimate available here.
 DR7875
 DR7875.Click photographs - Photos may exist for this station.
 DR7875
 DR7875.The dynamic height is computed by dividing the NAVD 88
 DR7875.geopotential number by the normal gravity value computed on the
 DR7875.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DR7875.degrees latitude (g = 980.6199 gals.).
 DR7875
 DR7875.The modeled gravity was interpolated from observed gravity values.
 DR7875
 DR7875;                    North         East    Units  Estimated Accuracy
 DR7875;SPC MN C     -   322,694.5     673,576.1     MT  (+/- 3 meters HH1 GPS) 
 DR7875
 DR7875_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTN7857508348(NAD 83)
 DR7875
 DR7875                          SUPERSEDED SURVEY CONTROL
 DR7875
 DR7875.No superseded survey control is available for this station.
 DR7875
 DR7875_MARKER: I = METAL ROD
 DR7875_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DR7875_STAMPING: 0305 P RESET 2019
 DR7875_MARK LOGO: MNDT
 DR7875_PROJECTION: RECESSED 8 CENTIMETERS
 DR7875_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DR7875_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DR7875_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DR7875+SATELLITE: SATELLITE OBSERVATIONS - October 09, 2019
 DR7875_ROD/PIPE-DEPTH: 6.1 meters
 DR7875
 DR7875  HISTORY     - Date     Condition        Report By
 DR7875  HISTORY     - 20191009 MONUMENTED       MNDT
 DR7875  HISTORY     - 20191009 GOOD             MNDT
 DR7875
 DR7875                          STATION DESCRIPTION
 DR7875
 DR7875'DESCRIBED BY MN DEPT OF TRANSP 2019 (TJD)
 DR7875'THE MARK IS LOCATED ABOUT 1.0 MI (1.6 KM) NORTH OF CALLAWAY.
 DR7875'
 DR7875'TO REACH THE MARK AT THE JUNCTION OF TRUNK HIGHWAY 59 AND COUNTY ROAD
 DR7875'14 (THE JUNCTION IS 0.7 MI (1.1 KM) NORTH OF CALLAWAY), AT TRUNK
 DR7875'HIGHWAY 59 MILE POINT 276.45.
 DR7875'
 DR7875'THE MARK IS 86.5 FT (26.4 M) EAST OF TRUNK HIGHWAY 59, 75.0 FT (22.9
 DR7875'M) SOUTH OF COUNTY ROAD 14, 1.0 FT (0.3 M) WEST OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DG8164 ***********************************************************************
 DG8164  DESIGNATION -  0305 R
 DG8164  PID         -  DG8164
 DG8164  STATE/COUNTY-  MN/BECKER
 DG8164  COUNTRY     -  US
 DG8164  USGS QUAD   -  CALLAWAY (2019)
 DG8164
 DG8164                         *CURRENT SURVEY CONTROL
 DG8164  ______________________________________________________________________
 DG8164* NAD 83(2011) POSITION- 46 58 14.02190(N) 095 54 36.82177(W)   ADJUSTED
 DG8164* NAD 83(2011) ELLIP HT-   391.851 (meters)        (06/27/12)   ADJUSTED
 DG8164* NAD 83(2011) EPOCH   -  2010.00
 DG8164* NAVD 88 ORTHO HEIGHT -   418.676 (meters)     1373.61  (feet) ADJUSTED
 DG8164  ______________________________________________________________________
 DG8164  GEOID HEIGHT    -        -26.820 (meters)                     GEOID18
 DG8164  NAD 83(2011) X  -   -448,985.499 (meters)                     COMP
 DG8164  NAD 83(2011) Y  - -4,337,170.367 (meters)                     COMP
 DG8164  NAD 83(2011) Z  -  4,639,818.657 (meters)                     COMP
 DG8164  LAPLACE CORR    -          1.43  (seconds)                    DEFLEC18
 DG8164  DYNAMIC HEIGHT  -        418.702 (meters)     1373.69  (feet) COMP
 DG8164  MODELED GRAVITY -    980,663.4   (mgal)                       NAVD 88
 DG8164
 DG8164  VERT ORDER      -  SECOND    CLASS I
 DG8164
 DG8164  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DG8164  Standards:
 DG8164         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DG8164            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DG8164  -------------------------------------------------------------------
 DG8164  NETWORK    0.79   0.96           0.36   0.27   0.49     -0.07405669
 DG8164  -------------------------------------------------------------------
 DG8164  Click here for local accuracies and other accuracy information.
 DG8164
 DG8164.The horizontal coordinates were established by GPS observations
 DG8164.and adjusted by the National Geodetic Survey in June 2012.
 DG8164
 DG8164.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DG8164.been affixed to the stable North American tectonic plate. See 
 DG8164.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DG8164
 DG8164.The horizontal coordinates are valid at the epoch date displayed above
 DG8164.which is a decimal equivalence of Year/Month/Day.
 DG8164
 DG8164.The orthometric height was determined by differential leveling and
 DG8164.adjusted by the NATIONAL GEODETIC SURVEY
 DG8164.in August 2019.
 DG8164
 DG8164.Significant digits in the geoid height do not necessarily reflect accuracy.
 DG8164.GEOID18 height accuracy estimate available here.
 DG8164
 DG8164.Click photographs - Photos may exist for this station.
 DG8164
 DG8164.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DG8164
 DG8164.The Laplace correction was computed from DEFLEC18 derived deflections.
 DG8164
 DG8164.The ellipsoidal height was determined by GPS observations
 DG8164.and is referenced to NAD 83.
 DG8164
 DG8164.The dynamic height is computed by dividing the NAVD 88
 DG8164.geopotential number by the normal gravity value computed on the
 DG8164.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DG8164.degrees latitude (g = 980.6199 gals.).
 DG8164
 DG8164.The modeled gravity was interpolated from observed gravity values.
 DG8164
 DG8164. The following values were computed from the NAD 83(2011) position.
 DG8164
 DG8164;                    North         East     Units Scale Factor Converg.
 DG8164;SPC MN C     -   320,351.667   673,671.666   MT  0.99998361   -1 12 03.6
 DG8164;SPC MN C     - 1,051,020.43  2,210,204.46   sFT  0.99998361   -1 12 03.6
 DG8164;UTM  15      - 5,206,004.120   278,633.167   MT  1.00020232   -2 07 41.7
 DG8164
 DG8164!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG8164!SPC MN C     -   0.99993858  x   0.99998361  =   0.99992219
 DG8164!UTM  15      -   0.99993858  x   1.00020232  =   1.00014089
 DG8164
 DG8164_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTN7863306004(NAD 83)
 DG8164
 DG8164                          SUPERSEDED SURVEY CONTROL
 DG8164
 DG8164  NAD 83(2007)-  46 58 14.02182(N)    095 54 36.82261(W) AD(2002.00) 0
 DG8164  ELLIP H (02/10/07)  391.882  (m)                       GP(2002.00)    
 DG8164  NAD 83(1996)-  46 58 14.02151(N)    095 54 36.82262(W) AD(       ) 1
 DG8164  ELLIP H (12/06/04)  391.900  (m)                       GP(       ) 4 1
 DG8164  NAVD 88 (09/21/06)  418.690  (m)         1373.65   (f) SUPERSEDED  2 1
 DG8164  NAVD 88             418.69   (m)         1373.7    (f) LEVELING    3  
 DG8164
 DG8164.Superseded values are not recommended for survey control.
 DG8164
 DG8164.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG8164.See file dsdata.pdf to determine how the superseded data were derived.
 DG8164
 DG8164_MARKER: DD = SURVEY DISK
 DG8164_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DG8164_STAMPING: 0305 R 2004
 DG8164_MARK LOGO: MNDT
 DG8164_PROJECTION: RECESSED 5 CENTIMETERS
 DG8164_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DG8164_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DG8164_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG8164+SATELLITE: SATELLITE OBSERVATIONS - June 29, 2021
 DG8164_ROD/PIPE-DEPTH: 7.6 meters
 DG8164
 DG8164  HISTORY     - Date     Condition        Report By
 DG8164  HISTORY     - 20040728 MONUMENTED       MNDT
 DG8164  HISTORY     - 20120801 GOOD             MNDT
 DG8164  HISTORY     - 20210629 GOOD             MNDT
 DG8164
 DG8164                          STATION DESCRIPTION
 DG8164
 DG8164'DESCRIBED BY MN DEPT OF TRANSP 2004 (MPP)
 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 (2012)
 DG8164
 DG8164'RECOVERY NOTE BY MN DEPT OF TRANSP 2012 (TWH)
 DG8164'1.0 MI (1.6 KM) SOUTH OF CALLAWAY, 1.45 MI (2.3 KM) SOUTH ALONG TRUNK
 DG8164'HIGHWAY 59 FROM THE JUNCTION OF TRUNK HIGHWAY 59 AND COUNTY ROAD 14 AT
 DG8164'TRUNK HIGHWAY 59 MILE POINT 275.0, 90.2 FT (27.5 M) EAST-SOUTHEAST OF
 DG8164'TRUNK HIGHWAY 59, 63.2 FT (19.3 M) NORTH OF A FIELD ENTRANCE, 27.6 FT
 DG8164'(8.4 M) NORTH OF POWER POLE, 1.0 FT (0.3 M) WEST OF A WITNESS POST.
 DG8164
 DG8164                          STATION RECOVERY (2021)
 DG8164
 DG8164'RECOVERY NOTE BY MN DEPT OF TRANSP 2021 (DAS)
 DG8164'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DG8165 ***********************************************************************
 DG8165  DESIGNATION -  0305 S
 DG8165  PID         -  DG8165
 DG8165  STATE/COUNTY-  MN/BECKER
 DG8165  COUNTRY     -  US
 DG8165  USGS QUAD   -  CALLAWAY (2019)
 DG8165
 DG8165                         *CURRENT SURVEY CONTROL
 DG8165  ______________________________________________________________________
 DG8165* NAD 83(2011) POSITION- 46 55 13.23242(N) 095 54 39.09301(W)   ADJUSTED
 DG8165* NAD 83(2011) ELLIP HT-   414.146 (meters)        (06/27/12)   ADJUSTED
 DG8165* NAD 83(2011) EPOCH   -  2010.00
 DG8165* NAVD 88 ORTHO HEIGHT -   440.876 (meters)     1446.44  (feet) ADJUSTED
 DG8165  ______________________________________________________________________
 DG8165  GEOID HEIGHT    -        -26.717 (meters)                     GEOID18
 DG8165  NAD 83(2011) X  -   -449,454.954 (meters)                     COMP
 DG8165  NAD 83(2011) Y  - -4,341,238.555 (meters)                     COMP
 DG8165  NAD 83(2011) Z  -  4,636,023.314 (meters)                     COMP
 DG8165  LAPLACE CORR    -          1.17  (seconds)                    DEFLEC18
 DG8165  DYNAMIC HEIGHT  -        440.904 (meters)     1446.53  (feet) COMP
 DG8165  MODELED GRAVITY -    980,663.6   (mgal)                       NAVD 88
 DG8165
 DG8165  VERT ORDER      -  SECOND    CLASS I
 DG8165
 DG8165  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DG8165  Standards:
 DG8165         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DG8165            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DG8165  -------------------------------------------------------------------
 DG8165  NETWORK    0.64   0.80           0.28   0.24   0.41     -0.20112198
 DG8165  -------------------------------------------------------------------
 DG8165  Click here for local accuracies and other accuracy information.
 DG8165
 DG8165.The horizontal coordinates were established by GPS observations
 DG8165.and adjusted by the National Geodetic Survey in June 2012.
 DG8165
 DG8165.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DG8165.been affixed to the stable North American tectonic plate. See 
 DG8165.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DG8165
 DG8165.The horizontal coordinates are valid at the epoch date displayed above
 DG8165.which is a decimal equivalence of Year/Month/Day.
 DG8165
 DG8165.The orthometric height was determined by differential leveling and
 DG8165.adjusted by the NATIONAL GEODETIC SURVEY
 DG8165.in August 2019.
 DG8165
 DG8165.Significant digits in the geoid height do not necessarily reflect accuracy.
 DG8165.GEOID18 height accuracy estimate available here.
 DG8165
 DG8165.Click photographs - Photos may exist 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 DEFLEC18 derived deflections.
 DG8165
 DG8165.The ellipsoidal height was determined by GPS observations
 DG8165.and is referenced to NAD 83.
 DG8165
 DG8165.The dynamic height is computed by dividing the NAVD 88
 DG8165.geopotential number by the normal gravity value computed on the
 DG8165.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DG8165.degrees latitude (g = 980.6199 gals.).
 DG8165
 DG8165.The modeled gravity was interpolated from observed gravity values.
 DG8165
 DG8165. The following values were computed from the NAD 83(2011) position.
 DG8165
 DG8165;                    North         East     Units Scale Factor Converg.
 DG8165;SPC MN C     -   314,771.150   673,506.610   MT  0.99997424   -1 12 05.2
 DG8165;SPC MN C     - 1,032,711.68  2,209,662.94   sFT  0.99997424   -1 12 05.2
 DG8165;UTM  15      - 5,200,425.751   278,377.851   MT  1.00020372   -2 07 37.1
 DG8165
 DG8165!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG8165!SPC MN C     -   0.99993509  x   0.99997424  =   0.99990933
 DG8165!UTM  15      -   0.99993509  x   1.00020372  =   1.00013879
 DG8165
 DG8165:                Primary Azimuth Mark                     Grid Az
 DG8165:SPC MN C     -  0305 F                                   001 18 54.2
 DG8165:UTM  15      -  0305 F                                   002 14 26.1
 DG8165
 DG8165_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTN7837700425(NAD 83)
 DG8165
 DG8165|---------------------------------------------------------------------|
 DG8165| PID    Reference Object                     Distance      Geod. Az  |
 DG8165|                                                           dddmmss.s |
 DG8165| DG8158 0305 F                              APPROX. 1.6 KM 0000649.0 |
 DG8165|---------------------------------------------------------------------|
 DG8165
 DG8165                          SUPERSEDED SURVEY CONTROL
 DG8165
 DG8165  NAD 83(2007)-  46 55 13.23233(N)    095 54 39.09385(W) AD(2002.00) 0
 DG8165  ELLIP H (02/10/07)  414.177  (m)                       GP(2002.00)    
 DG8165  NAD 83(1996)-  46 55 13.23200(N)    095 54 39.09394(W) AD(       ) 1
 DG8165  ELLIP H (12/06/04)  414.198  (m)                       GP(       ) 4 1
 DG8165  NAVD 88 (09/21/06)  440.885  (m)         1446.47   (f) SUPERSEDED  2 1
 DG8165  NAVD 88             440.88   (m)         1446.5    (f) LEVELING    3  
 DG8165
 DG8165.Superseded values are not recommended for survey control.
 DG8165
 DG8165.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG8165.See file dsdata.pdf to determine how the superseded data were derived.
 DG8165
 DG8165_MARKER: DD = SURVEY DISK
 DG8165_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DG8165_STAMPING: 0305 S 2004
 DG8165_MARK LOGO: MNDT
 DG8165_PROJECTION: FLUSH
 DG8165_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DG8165_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DG8165_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG8165+SATELLITE: SATELLITE OBSERVATIONS - September 18, 2019
 DG8165_ROD/PIPE-DEPTH: 4.6 meters
 DG8165
 DG8165  HISTORY     - Date     Condition        Report By
 DG8165  HISTORY     - 20040728 MONUMENTED       MNDT
 DG8165  HISTORY     - 20120801 GOOD             MNDT
 DG8165  HISTORY     - 20190918 GOOD             MNDT
 DG8165
 DG8165                          STATION DESCRIPTION
 DG8165
 DG8165'DESCRIBED BY MN DEPT OF TRANSP 2004 (MPP)
 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 (2012)
 DG8165
 DG8165'RECOVERY NOTE BY MN DEPT OF TRANSP 2012 (TWH)
 DG8165'7.5 MI (12.1 KM) NORTH-NORTHWEST OF DETROIT LAKES, 7.5 MI (12.1 KM)
 DG8165'NORTH-NORTHWEST ALONG TRUNK HIGHWAY 59 FROM THE JUNCTION OF TRUNK
 DG8165'HIGHWAY 59 AND TRUNK HIGHWAY 10 IN DETROIT LAKES, AT TRUNK HIGHWAY 59
 DG8165'MILE POINT 271.50, 224.0 FT (68.3 M) WEST OF TRUNK HIGHWAY 59, 28.0 FT
 DG8165'(8.5 M) NORTH OF 240TH STREET, 94.0 FT (28.7 M) WEST OF THE WEST RAIL
 DG8165'OF RAILROAD, 2.0 FT (0.6 M) SOUTH OF A WITNESS POST.
 DG8165
 DG8165                          STATION RECOVERY (2019)
 DG8165
 DG8165'RECOVERY NOTE BY MN DEPT OF TRANSP 2019 (DAS)
 DG8165'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DG8166 ***********************************************************************
 DG8166  DESIGNATION -  0305 T
 DG8166  PID         -  DG8166
 DG8166  STATE/COUNTY-  MN/BECKER
 DG8166  COUNTRY     -  US
 DG8166  USGS QUAD   -  CALLAWAY (2019)
 DG8166
 DG8166                         *CURRENT SURVEY CONTROL
 DG8166  ______________________________________________________________________
 DG8166* NAD 83(2011) POSITION- 46 53 27.21072(N) 095 53 58.30967(W)   ADJUSTED
 DG8166* NAD 83(2011) ELLIP HT-   415.667 (meters)        (06/27/12)   ADJUSTED
 DG8166* NAD 83(2011) EPOCH   -  2010.00
 DG8166* NAVD 88 ORTHO HEIGHT -   442.318 (meters)     1451.17  (feet) ADJUSTED
 DG8166  ______________________________________________________________________
 DG8166  GEOID HEIGHT    -        -26.663 (meters)                     GEOID18
 DG8166  NAD 83(2011) X  -   -448,842.437 (meters)                     COMP
 DG8166  NAD 83(2011) Y  - -4,343,706.620 (meters)                     COMP
 DG8166  NAD 83(2011) Z  -  4,633,787.489 (meters)                     COMP
 DG8166  LAPLACE CORR    -          0.09  (seconds)                    DEFLEC18
 DG8166  DYNAMIC HEIGHT  -        442.348 (meters)     1451.27  (feet) COMP
 DG8166  MODELED GRAVITY -    980,668.1   (mgal)                       NAVD 88
 DG8166
 DG8166  VERT ORDER      -  SECOND    CLASS I
 DG8166
 DG8166  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DG8166  Standards:
 DG8166         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DG8166            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DG8166  -------------------------------------------------------------------
 DG8166  NETWORK    0.62   0.76           0.26   0.24   0.39     -0.22126011
 DG8166  -------------------------------------------------------------------
 DG8166  Click here for local accuracies and other accuracy information.
 DG8166
 DG8166.The horizontal coordinates were established by GPS observations
 DG8166.and adjusted by the National Geodetic Survey in June 2012.
 DG8166
 DG8166.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DG8166.been affixed to the stable North American tectonic plate. See 
 DG8166.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DG8166
 DG8166.The horizontal coordinates are valid at the epoch date displayed above
 DG8166.which is a decimal equivalence of Year/Month/Day.
 DG8166
 DG8166.The orthometric height was determined by differential leveling and
 DG8166.adjusted by the NATIONAL GEODETIC SURVEY
 DG8166.in August 2019.
 DG8166
 DG8166.Significant digits in the geoid height do not necessarily reflect accuracy.
 DG8166.GEOID18 height accuracy estimate available here.
 DG8166
 DG8166.Click photographs - Photos may exist 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 DEFLEC18 derived deflections.
 DG8166
 DG8166.The ellipsoidal height was determined by GPS observations
 DG8166.and is referenced to NAD 83.
 DG8166
 DG8166.The dynamic height is computed by dividing the NAVD 88
 DG8166.geopotential number by the normal gravity value computed on the
 DG8166.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DG8166.degrees latitude (g = 980.6199 gals.).
 DG8166
 DG8166.The modeled gravity was interpolated from observed gravity values.
 DG8166
 DG8166. The following values were computed from the NAD 83(2011) position.
 DG8166
 DG8166;                    North         East     Units Scale Factor Converg.
 DG8166;SPC MN C     -   311,479.943   674,301.118   MT  0.99996911   -1 11 35.7
 DG8166;SPC MN C     - 1,021,913.78  2,212,269.58   sFT  0.99996911   -1 11 35.7
 DG8166;UTM  15      - 5,197,121.387   279,119.295   MT  1.00019969   -2 07 03.6
 DG8166
 DG8166!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG8166!SPC MN C     -   0.99993485  x   0.99996911  =   0.99990396
 DG8166!UTM  15      -   0.99993485  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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTM7911997121(NAD 83)
 DG8166
 DG8166|---------------------------------------------------------------------|
 DG8166| PID    Reference Object                     Distance      Geod. Az  |
 DG8166|                                                           dddmmss.s |
 DG8166| DG8167 0305 U                              APPROX. 1.6 KM 1753330.2 |
 DG8166|---------------------------------------------------------------------|
 DG8166
 DG8166                          SUPERSEDED SURVEY CONTROL
 DG8166
 DG8166  NAD 83(2007)-  46 53 27.21064(N)    095 53 58.31051(W) AD(2002.00) 0
 DG8166  ELLIP H (02/10/07)  415.699  (m)                       GP(2002.00)    
 DG8166  NAD 83(1996)-  46 53 27.21031(N)    095 53 58.31061(W) AD(       ) 1
 DG8166  ELLIP H (12/06/04)  415.720  (m)                       GP(       ) 4 1
 DG8166  NAVD 88 (09/21/06)  442.325  (m)         1451.19   (f) SUPERSEDED  2 1
 DG8166  NAVD 88             442.33   (m)         1451.2    (f) LEVELING    3  
 DG8166
 DG8166.Superseded values are not recommended for survey control.
 DG8166
 DG8166.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG8166.See file dsdata.pdf to determine how the superseded data were derived.
 DG8166
 DG8166_MARKER: DD = SURVEY DISK
 DG8166_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DG8166_STAMPING: 0305 T 2004
 DG8166_MARK LOGO: MNDT
 DG8166_PROJECTION: RECESSED 5 CENTIMETERS
 DG8166_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DG8166_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DG8166_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG8166+SATELLITE: SATELLITE OBSERVATIONS - September 19, 2019
 DG8166_ROD/PIPE-DEPTH: 6.1 meters
 DG8166
 DG8166  HISTORY     - Date     Condition        Report By
 DG8166  HISTORY     - 20040729 MONUMENTED       MNDT
 DG8166  HISTORY     - 20120801 GOOD             MNDT
 DG8166  HISTORY     - 20190919 GOOD             MNDT
 DG8166
 DG8166                          STATION DESCRIPTION
 DG8166
 DG8166'DESCRIBED BY MN DEPT OF TRANSP 2004 (MPP)
 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 (2012)
 DG8166
 DG8166'RECOVERY NOTE BY MN DEPT OF TRANSP 2012 (TWH)
 DG8166'5.5 MI (8.8 KM) NORTH-NORTHWEST OF DETROIT LAKES, 5.4 MI (8.7 KM)
 DG8166'NORTH-NORTHWEST ALONG TRUNK HIGHWAY 59 FROM THE JUNCTION OF TRUNK
 DG8166'HIGHWAY 59 AND TRUNK HIGHWAY 10 IN DETROIT LAKES, AT TRUNK HIGHWAY 59
 DG8166'MILE POINT 269.40, 83.0 FT (25.3 M) EAST OF TRUNK HIGHWAY 59, 70.1 FT
 DG8166'(21.4 M) SOUTH OF COUNTY ROAD 149, 1.0 FT (0.3 M) NORTH OF A WITNESS
 DG8166'POST.
 DG8166
 DG8166                          STATION RECOVERY (2019)
 DG8166
 DG8166'RECOVERY NOTE BY MN DEPT OF TRANSP 2019 (DAS)
 DG8166'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DG8167 ***********************************************************************
 DG8167  DESIGNATION -  0305 U
 DG8167  PID         -  DG8167
 DG8167  STATE/COUNTY-  MN/BECKER
 DG8167  COUNTRY     -  US
 DG8167  USGS QUAD   -  CALLAWAY (2019)
 DG8167
 DG8167                         *CURRENT SURVEY CONTROL
 DG8167  ______________________________________________________________________
 DG8167* NAD 83(2011) POSITION- 46 52 36.34425(N) 095 53 52.54768(W)   ADJUSTED
 DG8167* NAD 83(2011) ELLIP HT-   402.192 (meters)        (06/27/12)   ADJUSTED
 DG8167* NAD 83(2011) EPOCH   -  2010.00
 DG8167* NAVD 88 ORTHO HEIGHT -   428.822 (meters)     1406.89  (feet) ADJUSTED
 DG8167  ______________________________________________________________________
 DG8167  GEOID HEIGHT    -        -26.641 (meters)                     GEOID18
 DG8167  NAD 83(2011) X  -   -448,837.979 (meters)                     COMP
 DG8167  NAD 83(2011) Y  - -4,344,850.609 (meters)                     COMP
 DG8167  NAD 83(2011) Z  -  4,632,703.998 (meters)                     COMP
 DG8167  LAPLACE CORR    -         -0.40  (seconds)                    DEFLEC18
 DG8167  DYNAMIC HEIGHT  -        428.852 (meters)     1406.99  (feet) COMP
 DG8167  MODELED GRAVITY -    980,669.9   (mgal)                       NAVD 88
 DG8167
 DG8167  VERT ORDER      -  SECOND    CLASS I
 DG8167
 DG8167  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DG8167  Standards:
 DG8167         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DG8167            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DG8167  -------------------------------------------------------------------
 DG8167  NETWORK    0.62   0.76           0.26   0.24   0.39     -0.22046799
 DG8167  -------------------------------------------------------------------
 DG8167  Click here for local accuracies and other accuracy information.
 DG8167
 DG8167.The horizontal coordinates were established by GPS observations
 DG8167.and adjusted by the National Geodetic Survey in June 2012.
 DG8167
 DG8167.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DG8167.been affixed to the stable North American tectonic plate. See 
 DG8167.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DG8167
 DG8167.The horizontal coordinates are valid at the epoch date displayed above
 DG8167.which is a decimal equivalence of Year/Month/Day.
 DG8167
 DG8167.The orthometric height was determined by differential leveling and
 DG8167.adjusted by the NATIONAL GEODETIC SURVEY
 DG8167.in August 2019.
 DG8167
 DG8167.Significant digits in the geoid height do not necessarily reflect accuracy.
 DG8167.GEOID18 height accuracy estimate available here.
 DG8167
 DG8167.Click photographs - Photos may exist 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 DEFLEC18 derived deflections.
 DG8167
 DG8167.The ellipsoidal height was determined by GPS observations
 DG8167.and is referenced to NAD 83.
 DG8167
 DG8167.The dynamic height is computed by dividing the NAVD 88
 DG8167.geopotential number by the normal gravity value computed on the
 DG8167.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DG8167.degrees latitude (g = 980.6199 gals.).
 DG8167
 DG8167.The modeled gravity was interpolated from observed gravity values.
 DG8167
 DG8167. The following values were computed from the NAD 83(2011) position.
 DG8167
 DG8167;                    North         East     Units Scale Factor Converg.
 DG8167;SPC MN C     -   309,907.029   674,390.389   MT  0.99996674   -1 11 31.5
 DG8167;SPC MN C     - 1,016,753.31  2,212,562.47   sFT  0.99996674   -1 11 31.5
 DG8167;UTM  15      - 5,195,546.874   279,183.200   MT  1.00019934   -2 06 57.6
 DG8167
 DG8167!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG8167!SPC MN C     -   0.99993696  x   0.99996674  =   0.99990370
 DG8167!UTM  15      -   0.99993696  x   1.00019934  =   1.00013629
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTM7918395546(NAD 83)
 DG8167
 DG8167|---------------------------------------------------------------------|
 DG8167| PID    Reference Object                     Distance      Geod. Az  |
 DG8167|                                                           dddmmss.s |
 DG8167| DG8166 0305 T                              APPROX. 1.6 KM 3553334.4 |
 DG8167|---------------------------------------------------------------------|
 DG8167
 DG8167                          SUPERSEDED SURVEY CONTROL
 DG8167
 DG8167  NAD 83(2007)-  46 52 36.34416(N)    095 53 52.54852(W) AD(2002.00) 0
 DG8167  ELLIP H (02/10/07)  402.224  (m)                       GP(2002.00)    
 DG8167  NAD 83(1996)-  46 52 36.34384(N)    095 53 52.54862(W) AD(       ) 1
 DG8167  ELLIP H (12/06/04)  402.245  (m)                       GP(       ) 4 1
 DG8167  NAVD 88 (09/21/06)  428.828  (m)         1406.91   (f) SUPERSEDED  2 1
 DG8167  NAVD 88             428.83   (m)         1406.9    (f) LEVELING    3  
 DG8167
 DG8167.Superseded values are not recommended for survey control.
 DG8167
 DG8167.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG8167.See file dsdata.pdf to determine how the superseded data were derived.
 DG8167
 DG8167_MARKER: DD = SURVEY DISK
 DG8167_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DG8167_STAMPING: 0305 U 2004
 DG8167_MARK LOGO: MNDT
 DG8167_PROJECTION: RECESSED 8 CENTIMETERS
 DG8167_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DG8167_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DG8167_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DG8167+SATELLITE: SATELLITE OBSERVATIONS - September 19, 2019
 DG8167_ROD/PIPE-DEPTH: 6.1 meters
 DG8167
 DG8167  HISTORY     - Date     Condition        Report By
 DG8167  HISTORY     - 20040729 MONUMENTED       MNDT
 DG8167  HISTORY     - 20120801 GOOD             MNDT
 DG8167  HISTORY     - 20190919 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 (2012)
 DG8167
 DG8167'RECOVERY NOTE BY MN DEPT OF TRANSP 2012 (TWH)
 DG8167'4.5 MI (7.2 KM) NORTH-NORTHWEST OF DETROIT LAKES, 4.4 MI (7.1 KM)
 DG8167'NORTH-NORTHWEST ALONG TRUNK HIGHWAY 59 FROM THE JUNCTION OF TRUNK
 DG8167'HIGHWAY 59 AND TRUNK HIGHWAY 10 IN DETROIT LAKES, AT TRUNK HIGHWAY 59
 DG8167'MILE POINT 268.40, 60.7 FT (18.5 M) NORTH OF WHEELER LAKE ROAD, 142.2
 DG8167'FT (43.3 M) WEST-SOUTHWEST OF TRUNK HIGHWAY 59, 17.3 FT (5.3 M) WEST
 DG8167'OF THE SOUTHWEST CORNER OF CABLE BOX.
 DG8167
 DG8167                          STATION RECOVERY (2019)
 DG8167
 DG8167'RECOVERY NOTE BY MN DEPT OF TRANSP 2019 (DAS)
 DG8167'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DR7871 ***********************************************************************
 DR7871  DESIGNATION -  0305 V
 DR7871  PID         -  DR7871
 DR7871  STATE/COUNTY-  MN/BECKER
 DR7871  COUNTRY     -  US
 DR7871  USGS QUAD   -  DETROIT LAKES (2019)
 DR7871
 DR7871                         *CURRENT SURVEY CONTROL
 DR7871  ______________________________________________________________________
 DR7871* NAD 83(1986) POSITION- 46 51 09.44   (N) 095 52 11.05   (W)   HD_HELD1
 DR7871* NAVD 88 ORTHO HEIGHT -   415.646 (meters)     1363.67  (feet) ADJUSTED
 DR7871  ______________________________________________________________________
 DR7871  GEOID HEIGHT    -        -26.621 (meters)                     GEOID18
 DR7871  DYNAMIC HEIGHT  -        415.675 (meters)     1363.76  (feet) COMP
 DR7871  MODELED GRAVITY -    980,670.3   (mgal)                       NAVD 88
 DR7871
 DR7871  VERT ORDER      -  SECOND    CLASS I
 DR7871
 DR7871.The horizontal coordinates were determined by differentially corrected
 DR7871.hand held GPS observations or other comparable positioning techniques
 DR7871.and have an estimated accuracy of +/- 3 meters.
 DR7871
 DR7871.The orthometric height was determined by differential leveling and
 DR7871.adjusted by the NATIONAL GEODETIC SURVEY
 DR7871.in June 2023.
 DR7871
 DR7871.Significant digits in the geoid height do not necessarily reflect accuracy.
 DR7871.GEOID18 height accuracy estimate available here.
 DR7871
 DR7871.Click photographs - Photos may exist for this station.
 DR7871
 DR7871.The dynamic height is computed by dividing the NAVD 88
 DR7871.geopotential number by the normal gravity value computed on the
 DR7871.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DR7871.degrees latitude (g = 980.6199 gals.).
 DR7871
 DR7871.The modeled gravity was interpolated from observed gravity values.
 DR7871
 DR7871;                    North         East    Units  Estimated Accuracy
 DR7871;SPC MN C     -   307,179.7     676,484.2     MT  (+/- 3 meters HH1 GPS) 
 DR7871
 DR7871_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTM8123392785(NAD 83)
 DR7871
 DR7871                          SUPERSEDED SURVEY CONTROL
 DR7871
 DR7871.No superseded survey control is available for this station.
 DR7871
 DR7871_MARKER: I = METAL ROD
 DR7871_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DR7871_STAMPING: 0305 V 2019
 DR7871_MARK LOGO: MNDT
 DR7871_PROJECTION: RECESSED 5 CENTIMETERS
 DR7871_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DR7871_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DR7871_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DR7871+SATELLITE: SATELLITE OBSERVATIONS - October 08, 2019
 DR7871_ROD/PIPE-DEPTH: 30.2 meters
 DR7871
 DR7871  HISTORY     - Date     Condition        Report By
 DR7871  HISTORY     - 20191008 MONUMENTED       MNDT
 DR7871  HISTORY     - 20191008 GOOD             MNDT
 DR7871
 DR7871                          STATION DESCRIPTION
 DR7871
 DR7871'DESCRIBED BY MN DEPT OF TRANSP 2019 (KMS)
 DR7871'THE MARK IS LOCATED ABOUT 3.0 MI (4.8 KM) NORTHWEST OF DETROIT LAKES.
 DR7871'
 DR7871'TO REACH THE MARK GO 2.2 MI (3.5 KM) NORTHWEST ALONG TRUNK HIGHWAY 59
 DR7871'FROM THE JUNCTION OF TRUNK HIGHWAY 59 AND TRUNK HIGHWAY 10 IN DETROIT
 DR7871'LAKES, AT TRUNK HIGHWAY 59 MILE POINT 266.25.
 DR7871'
 DR7871'THE MARK IS 166.5 FT (50.7 M) NORTHEAST OF TRUNK HIGHWAY 59, 48.0 FT
 DR7871'(14.6 M) NORTHWEST OF BROLIN BEACH ROAD, 1.5 FT (0.5 M) SOUTHWEST OF A
 DR7871'WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DR7872 ***********************************************************************
 DR7872  DESIGNATION -  0305 W
 DR7872  PID         -  DR7872
 DR7872  STATE/COUNTY-  MN/BECKER
 DR7872  COUNTRY     -  US
 DR7872  USGS QUAD   -  CALLAWAY (2019)
 DR7872
 DR7872                         *CURRENT SURVEY CONTROL
 DR7872  ______________________________________________________________________
 DR7872* NAD 83(1986) POSITION- 46 52 36.55   (N) 095 53 49.07   (W)   HD_HELD1
 DR7872* NAVD 88 ORTHO HEIGHT -   430.769 (meters)     1413.28  (feet) ADJUSTED
 DR7872  ______________________________________________________________________
 DR7872  GEOID HEIGHT    -        -26.641 (meters)                     GEOID18
 DR7872  DYNAMIC HEIGHT  -        430.799 (meters)     1413.38  (feet) COMP
 DR7872  MODELED GRAVITY -    980,669.9   (mgal)                       NAVD 88
 DR7872
 DR7872  VERT ORDER      -  SECOND    CLASS I
 DR7872
 DR7872.The horizontal coordinates were determined by differentially corrected
 DR7872.hand held GPS observations or other comparable positioning techniques
 DR7872.and have an estimated accuracy of +/- 3 meters.
 DR7872
 DR7872.The orthometric height was determined by differential leveling and
 DR7872.adjusted by the NATIONAL GEODETIC SURVEY
 DR7872.in June 2023.
 DR7872
 DR7872.Significant digits in the geoid height do not necessarily reflect accuracy.
 DR7872.GEOID18 height accuracy estimate available here.
 DR7872
 DR7872.Click photographs - Photos may exist for this station.
 DR7872
 DR7872.The dynamic height is computed by dividing the NAVD 88
 DR7872.geopotential number by the normal gravity value computed on the
 DR7872.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DR7872.degrees latitude (g = 980.6199 gals.).
 DR7872
 DR7872.The modeled gravity was interpolated from observed gravity values.
 DR7872
 DR7872;                    North         East    Units  Estimated Accuracy
 DR7872;SPC MN C     -   309,911.8     674,464.1     MT  (+/- 3 meters HH1 GPS) 
 DR7872
 DR7872_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTM7925795550(NAD 83)
 DR7872
 DR7872                          SUPERSEDED SURVEY CONTROL
 DR7872
 DR7872.No superseded survey control is available for this station.
 DR7872
 DR7872_MARKER: I = METAL ROD
 DR7872_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DR7872_STAMPING: 0305 W 2019
 DR7872_MARK LOGO: MNDT
 DR7872_PROJECTION: RECESSED 8 CENTIMETERS
 DR7872_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DR7872_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DR7872_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DR7872+SATELLITE: SATELLITE OBSERVATIONS - October 08, 2019
 DR7872_ROD/PIPE-DEPTH: 7.9 meters
 DR7872
 DR7872  HISTORY     - Date     Condition        Report By
 DR7872  HISTORY     - 20191007 MONUMENTED       MNDT
 DR7872  HISTORY     - 20191008 GOOD             MNDT
 DR7872
 DR7872                          STATION DESCRIPTION
 DR7872
 DR7872'DESCRIBED BY MN DEPT OF TRANSP 2019 (KMS)
 DR7872'THE MARK IS LOCATED ABOUT 5.0 MI (8.0 KM) NORTHWEST OF DETROIT LAKES.
 DR7872'
 DR7872'TO REACH THE MARK GO 4.4 MI (7.1 KM) NORTHWEST ALONG TRUNK HIGHWAY 59
 DR7872'FROM THE JUNCTION OF TRUNK HIGHWAY 59 AND TRUNK HIGHWAY 10 IN DETROIT
 DR7872'LAKES, AT TRUNK HIGHWAY 59 MILE POINT 268.35.
 DR7872'
 DR7872'THE MARK IS 98.6 FT (30.1 M) EAST-NORTHEAST OF TRUNK HIGHWAY 59, 82.7
 DR7872'FT (25.2 M) NORTH OF KIEHL ROAD, 1.5 FT (0.5 M) WEST-SOUTHWEST OF A
 DR7872'WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DR7873 ***********************************************************************
 DR7873  DESIGNATION -  0305 X
 DR7873  PID         -  DR7873
 DR7873  STATE/COUNTY-  MN/BECKER
 DR7873  COUNTRY     -  US
 DR7873  USGS QUAD   -  CALLAWAY (2019)
 DR7873
 DR7873                         *CURRENT SURVEY CONTROL
 DR7873  ______________________________________________________________________
 DR7873* NAD 83(1986) POSITION- 46 56 04.69   (N) 095 54 25.09   (W)   HD_HELD1
 DR7873* NAVD 88 ORTHO HEIGHT -   440.689 (meters)     1445.83  (feet) ADJUSTED
 DR7873  ______________________________________________________________________
 DR7873  GEOID HEIGHT    -        -26.743 (meters)                     GEOID18
 DR7873  DYNAMIC HEIGHT  -        440.717 (meters)     1445.92  (feet) COMP
 DR7873  MODELED GRAVITY -    980,663.9   (mgal)                       NAVD 88
 DR7873
 DR7873  VERT ORDER      -  SECOND    CLASS I
 DR7873
 DR7873.The horizontal coordinates were determined by differentially corrected
 DR7873.hand held GPS observations or other comparable positioning techniques
 DR7873.and have an estimated accuracy of +/- 3 meters.
 DR7873
 DR7873.The orthometric height was determined by differential leveling and
 DR7873.adjusted by the NATIONAL GEODETIC SURVEY
 DR7873.in June 2023.
 DR7873
 DR7873.Significant digits in the geoid height do not necessarily reflect accuracy.
 DR7873.GEOID18 height accuracy estimate available here.
 DR7873
 DR7873.Click photographs - Photos may exist for this station.
 DR7873
 DR7873.The dynamic height is computed by dividing the NAVD 88
 DR7873.geopotential number by the normal gravity value computed on the
 DR7873.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DR7873.degrees latitude (g = 980.6199 gals.).
 DR7873
 DR7873.The modeled gravity was interpolated from observed gravity values.
 DR7873
 DR7873;                    North         East    Units  Estimated Accuracy
 DR7873;SPC MN C     -   316,353.6     673,836.1     MT  (+/- 3 meters HH1 GPS) 
 DR7873
 DR7873_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTN7873202003(NAD 83)
 DR7873
 DR7873                          SUPERSEDED SURVEY CONTROL
 DR7873
 DR7873.No superseded survey control is available for this station.
 DR7873
 DR7873_MARKER: I = METAL ROD
 DR7873_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DR7873_STAMPING: 0305 X 2019
 DR7873_MARK LOGO: MNDT
 DR7873_PROJECTION: RECESSED 5 CENTIMETERS
 DR7873_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DR7873_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DR7873_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DR7873+SATELLITE: SATELLITE OBSERVATIONS - October 08, 2019
 DR7873_ROD/PIPE-DEPTH: 6.4 meters
 DR7873
 DR7873  HISTORY     - Date     Condition        Report By
 DR7873  HISTORY     - 20191008 MONUMENTED       MNDT
 DR7873  HISTORY     - 20191008 GOOD             MNDT
 DR7873
 DR7873                          STATION DESCRIPTION
 DR7873
 DR7873'DESCRIBED BY MN DEPT OF TRANSP 2019 (KMS)
 DR7873'THE MARK IS LOCATED ABOUT 9.0 MI (14.5 KM) NORTH OF DETROIT LAKES.
 DR7873'
 DR7873'TO REACH THE MARK GO 8.5 MI (13.7 KM) NORTH ALONG TRUNK HIGHWAY 59
 DR7873'FROM THE JUNCTION OF TRUNK HIGHWAY 59 AND TRUNK HIGHWAY 10 IN DETROIT
 DR7873'LAKES, IN DETROIT LAKES TO TRUNK HIGHWAY 59 MILE POINT 272.5, THEN
 DR7873'0.15 MI (0.24 KM) EAST ON 250TH STREET.
 DR7873'
 DR7873'THE MARK IS 33.4 FT (10.2 M) SOUTH OF 250TH STREET, 23.7 FT (7.2 M)
 DR7873'EAST OF A FIELD ENTRANCE, 3.5 FT (1.1 M) NORTH OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DR7874 ***********************************************************************
 DR7874  DESIGNATION -  0305 Y
 DR7874  PID         -  DR7874
 DR7874  STATE/COUNTY-  MN/BECKER
 DR7874  COUNTRY     -  US
 DR7874  USGS QUAD   -  CALLAWAY (2019)
 DR7874
 DR7874                         *CURRENT SURVEY CONTROL
 DR7874  ______________________________________________________________________
 DR7874* NAD 83(1986) POSITION- 46 57 49.99   (N) 095 54 36.35   (W)   HD_HELD1
 DR7874* NAVD 88 ORTHO HEIGHT -   425.252 (meters)     1395.18  (feet) ADJUSTED
 DR7874  ______________________________________________________________________
 DR7874  GEOID HEIGHT    -        -26.805 (meters)                     GEOID18
 DR7874  DYNAMIC HEIGHT  -        425.279 (meters)     1395.27  (feet) COMP
 DR7874  MODELED GRAVITY -    980,663.6   (mgal)                       NAVD 88
 DR7874
 DR7874  VERT ORDER      -  SECOND    CLASS I
 DR7874
 DR7874.The horizontal coordinates were determined by differentially corrected
 DR7874.hand held GPS observations or other comparable positioning techniques
 DR7874.and have an estimated accuracy of +/- 3 meters.
 DR7874
 DR7874.The orthometric height was determined by differential leveling and
 DR7874.adjusted by the NATIONAL GEODETIC SURVEY
 DR7874.in June 2023.
 DR7874
 DR7874.Significant digits in the geoid height do not necessarily reflect accuracy.
 DR7874.GEOID18 height accuracy estimate available here.
 DR7874
 DR7874.Click photographs - Photos may exist for this station.
 DR7874
 DR7874.The dynamic height is computed by dividing the NAVD 88
 DR7874.geopotential number by the normal gravity value computed on the
 DR7874.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DR7874.degrees latitude (g = 980.6199 gals.).
 DR7874
 DR7874.The modeled gravity was interpolated from observed gravity values.
 DR7874
 DR7874;                    North         East    Units  Estimated Accuracy
 DR7874;SPC MN C     -   319,609.5     673,666.1     MT  (+/- 3 meters HH1 GPS) 
 DR7874
 DR7874_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTN7861505261(NAD 83)
 DR7874
 DR7874                          SUPERSEDED SURVEY CONTROL
 DR7874
 DR7874.No superseded survey control is available for this station.
 DR7874
 DR7874_MARKER: I = METAL ROD
 DR7874_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DR7874_STAMPING: 0305 Y 2019
 DR7874_MARK LOGO: MNDT
 DR7874_PROJECTION: RECESSED 8 CENTIMETERS
 DR7874_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DR7874_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DR7874_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DR7874+SATELLITE: SATELLITE OBSERVATIONS - October 16, 2019
 DR7874_ROD/PIPE-DEPTH: 7.6 meters
 DR7874
 DR7874  HISTORY     - Date     Condition        Report By
 DR7874  HISTORY     - 20191016 MONUMENTED       MNDT
 DR7874  HISTORY     - 20191016 GOOD             MNDT
 DR7874
 DR7874                          STATION DESCRIPTION
 DR7874
 DR7874'DESCRIBED BY MN DEPT OF TRANSP 2019 (KMS)
 DR7874'THE MARK IS LOCATED ABOUT 1.3 MI (2.1 KM) SOUTH OF CALLAWAY.
 DR7874'
 DR7874'TO REACH THE MARK GO 1.1 MI (1.8 KM) SOUTH ALONG TRUNK HIGHWAY FROM
 DR7874'THE JUNCTION OF TRUNK HIGHWAY 59 AND COUNTY ROAD 52 IN CALLAWAY, AT
 DR7874'TRUNK HIGHWAY 59 MILE POINT 274.5.
 DR7874'
 DR7874'THE MARK IS 124.0 FT (37.8 M) EAST OF TRUNK HIGHWAY 59, 49.0 FT (14.9
 DR7874'M) NORTH OF COUNTY ROAD 26, 1.5 FT (0.5 M) SOUTH OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DR7876 ***********************************************************************
 DR7876  DESIGNATION -  0305 Z
 DR7876  PID         -  DR7876
 DR7876  STATE/COUNTY-  MN/BECKER
 DR7876  COUNTRY     -  US
 DR7876  USGS QUAD   -  OGEMA (2019)
 DR7876
 DR7876                         *CURRENT SURVEY CONTROL
 DR7876  ______________________________________________________________________
 DR7876* NAD 83(1986) POSITION- 47 02 14.76   (N) 095 54 45.16   (W)   HD_HELD1
 DR7876* NAVD 88 ORTHO HEIGHT -   396.291 (meters)     1300.16  (feet) ADJUSTED
 DR7876  ______________________________________________________________________
 DR7876  GEOID HEIGHT    -        -26.965 (meters)                     GEOID18
 DR7876  DYNAMIC HEIGHT  -        396.315 (meters)     1300.24  (feet) COMP
 DR7876  MODELED GRAVITY -    980,663.5   (mgal)                       NAVD 88
 DR7876
 DR7876  VERT ORDER      -  SECOND    CLASS I
 DR7876
 DR7876.The horizontal coordinates were determined by differentially corrected
 DR7876.hand held GPS observations or other comparable positioning techniques
 DR7876.and have an estimated accuracy of +/- 3 meters.
 DR7876
 DR7876.The orthometric height was determined by differential leveling and
 DR7876.adjusted by the NATIONAL GEODETIC SURVEY
 DR7876.in June 2023.
 DR7876
 DR7876.Significant digits in the geoid height do not necessarily reflect accuracy.
 DR7876.GEOID18 height accuracy estimate available here.
 DR7876
 DR7876.Click photographs - Photos may exist for this station.
 DR7876
 DR7876.The dynamic height is computed by dividing the NAVD 88
 DR7876.geopotential number by the normal gravity value computed on the
 DR7876.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DR7876.degrees latitude (g = 980.6199 gals.).
 DR7876
 DR7876.The modeled gravity was interpolated from observed gravity values.
 DR7876
 DR7876;                    North         East    Units  Estimated Accuracy
 DR7876;SPC MN C     -   327,787.8     673,651.5     MT  (+/- 3 meters HH1 GPS) 
 DR7876
 DR7876_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTN7873313441(NAD 83)
 DR7876
 DR7876                          SUPERSEDED SURVEY CONTROL
 DR7876
 DR7876.No superseded survey control is available for this station.
 DR7876
 DR7876_MARKER: I = METAL ROD
 DR7876_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DR7876_STAMPING: 0305 Z 2019
 DR7876_MARK LOGO: MNDT
 DR7876_PROJECTION: RECESSED 3 CENTIMETERS
 DR7876_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DR7876_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DR7876_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DR7876+SATELLITE: SATELLITE OBSERVATIONS - October 08, 2019
 DR7876_ROD/PIPE-DEPTH: 11.6 meters
 DR7876
 DR7876  HISTORY     - Date     Condition        Report By
 DR7876  HISTORY     - 20191008 MONUMENTED       MNDT
 DR7876  HISTORY     - 20191008 GOOD             MNDT
 DR7876
 DR7876                          STATION DESCRIPTION
 DR7876
 DR7876'DESCRIBED BY MN DEPT OF TRANSP 2019 (KMS)
 DR7876'THE MARK IS LOCATED ABOUT 4.5 MI (7.2 KM) SOUTH OF OGEMA.
 DR7876'
 DR7876'TO REACH THE MARK GO 4.9 MI (7.9 KM) SOUTH ALONG TRUNK HIGHWAY 59 FROM
 DR7876'THE JUNCTION OF TRUNK HIGHWAY 59 AND COUNTY ROAD 86 IN OGEMA, AT TRUNK
 DR7876'HIGHWAY 59 MILE POINT 279.65.
 DR7876'
 DR7876'THE MARK IS 87.9 FT (26.8 M) WEST OF TRUNK HIGHWAY 59, 13.2 FT (4.0 M)
 DR7876'EAST RIGHT-OF-WAY POST, 95.1 FT (29.0 M) NORTH OF A FIELD ENTRANCE,
 DR7876'13.0 FT (4.0 M) EAST OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DQ3048 ***********************************************************************
 DQ3048  DESIGNATION -  0306 A
 DQ3048  PID         -  DQ3048
 DQ3048  STATE/COUNTY-  MN/BECKER
 DQ3048  COUNTRY     -  US
 DQ3048  USGS QUAD   -  SEBEKA NW (2019)
 DQ3048
 DQ3048                         *CURRENT SURVEY CONTROL
 DQ3048  ______________________________________________________________________
 DQ3048* NAD 83(2011) POSITION- 46 44 49.50301(N) 095 12 11.77336(W)   ADJUSTED
 DQ3048* NAD 83(2011) ELLIP HT-   423.219 (meters)        (03/15/17)   ADJUSTED
 DQ3048* NAD 83(2011) EPOCH   -  2010.00
 DQ3048* NAVD 88 ORTHO HEIGHT -   450.346 (meters)     1477.51  (feet) ADJUSTED
 DQ3048  ______________________________________________________________________
 DQ3048  GEOID HEIGHT    -        -27.107 (meters)                     GEOID18
 DQ3048  NAD 83(2011) X  -   -397,083.483 (meters)                     COMP
 DQ3048  NAD 83(2011) Y  - -4,360,455.425 (meters)                     COMP
 DQ3048  NAD 83(2011) Z  -  4,622,852.482 (meters)                     COMP
 DQ3048  LAPLACE CORR    -         -5.25  (seconds)                    DEFLEC18
 DQ3048  DYNAMIC HEIGHT  -        450.365 (meters)     1477.57  (feet) COMP
 DQ3048  MODELED GRAVITY -    980,641.5   (mgal)                       NAVD 88
 DQ3048
 DQ3048  VERT ORDER      -  SECOND    CLASS I
 DQ3048
 DQ3048  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DQ3048  Standards:
 DQ3048         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DQ3048            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DQ3048  -------------------------------------------------------------------
 DQ3048  NETWORK    0.64   1.43           0.30   0.21   0.73      0.03549608
 DQ3048  -------------------------------------------------------------------
 DQ3048  Click here for local accuracies and other accuracy information.
 DQ3048
 DQ3048.The horizontal coordinates were established by GPS observations
 DQ3048.and adjusted by the MN DEPT OF TRANSP in March 2017.
 DQ3048
 DQ3048.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DQ3048.been affixed to the stable North American tectonic plate. See 
 DQ3048.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DQ3048
 DQ3048.The horizontal coordinates are valid at the epoch date displayed above
 DQ3048.which is a decimal equivalence of Year/Month/Day.
 DQ3048
 DQ3048.The orthometric height was determined by differential leveling and
 DQ3048.adjusted by the NATIONAL GEODETIC SURVEY
 DQ3048.in August 2019.
 DQ3048
 DQ3048.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ3048.GEOID18 height accuracy estimate available here.
 DQ3048
 DQ3048.Click photographs - Photos may exist for this station.
 DQ3048
 DQ3048.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DQ3048
 DQ3048.The Laplace correction was computed from DEFLEC18 derived deflections.
 DQ3048
 DQ3048.The ellipsoidal height was determined by GPS observations
 DQ3048.and is referenced to NAD 83.
 DQ3048
 DQ3048.The dynamic height is computed by dividing the NAVD 88
 DQ3048.geopotential number by the normal gravity value computed on the
 DQ3048.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ3048.degrees latitude (g = 980.6199 gals.).
 DQ3048
 DQ3048.The modeled gravity was interpolated from observed gravity values.
 DQ3048
 DQ3048. The following values were computed from the NAD 83(2011) position.
 DQ3048
 DQ3048;                    North         East     Units Scale Factor Converg.
 DQ3048;SPC MN C     -   294,623.266   727,162.210   MT  0.99994788   -0 41 22.5
 DQ3048;SPC MN C     -   966,609.83  2,385,698.02   sFT  0.99994788   -0 41 22.5
 DQ3048;UTM  15      - 5,179,416.404   331,708.789   MT  0.99994812   -1 36 18.3
 DQ3048
 DQ3048!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DQ3048!SPC MN C     -   0.99993366  x   0.99994788  =   0.99988155
 DQ3048!UTM  15      -   0.99993366  x   0.99994812  =   0.99988179
 DQ3048
 DQ3048_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUM3170879416(NAD 83)
 DQ3048
 DQ3048                          SUPERSEDED SURVEY CONTROL
 DQ3048
 DQ3048.No superseded survey control is available for this station.
 DQ3048
 DQ3048_MARKER: F = FLANGE-ENCASED ROD
 DQ3048_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DQ3048_STAMPING: 0306 A 2015
 DQ3048_MARK LOGO: MNDT
 DQ3048_PROJECTION: RECESSED 5 CENTIMETERS
 DQ3048_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DQ3048_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ3048_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ3048+SATELLITE: SATELLITE OBSERVATIONS - January 23, 2017
 DQ3048_ROD/PIPE-DEPTH: 6.7 meters
 DQ3048
 DQ3048  HISTORY     - Date     Condition        Report By
 DQ3048  HISTORY     - 20150928 MONUMENTED       MNDT
 DQ3048  HISTORY     - 20170123 GOOD             MNDT
 DQ3048
 DQ3048                          STATION DESCRIPTION
 DQ3048
 DQ3048'DESCRIBED BY MN DEPT OF TRANSP 2015
 DQ3048'THE MARK IS LOCATED ABOUT 4.9 MI (7.9 KM) WEST OF MENAHGA.
 DQ3048'
 DQ3048'TO REACH THE MARK GO 5.3 MI (8.5 KM) WEST ALONG TRUNK HIGHWAY 87 FROM
 DQ3048'THE JUNCTION OF TRUNK HIGHWAY 87 AND TRUNK HIGHWAY 71 IN MENAHGA, AT
 DQ3048'TRUNK HIGHWAY 87 MILE POINT 27.5.
 DQ3048'
 DQ3048'THE MARK IS LOCATED 75.3 FT (23.0 M) NORTH OF TRUNK HIGHWAY 87, 29.6
 DQ3048'FT (9.0 M) WEST OF COUNTY ROAD 119, 9.0 FT (2.7 M) SOUTHWEST OF
 DQ3048'RIGHT-OF-WAY POST, 1.5 FT (0.5 M) EAST OF A WITNESS POST.
 DQ3048'
 DQ3048'NOTE-THE STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM ROD
 DQ3048'DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION REMOVABLE DISK
 DQ3048'SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH PVC
 DQ3048'PIPE BACK FILLED WITH WASHED SAND.
 DQ3048
 DQ3048                          STATION RECOVERY (2017)
 DQ3048
 DQ3048'RECOVERY NOTE BY MN DEPT OF TRANSP 2017 (TXD)
 DQ3048'4.9 MILES WEST OF MENAHGA, 5.3 MILES WEST ALONG TRUNK HIGHWAY 87 FROM
 DQ3048'JUNCTION OF TRUNK HIGHWAY 87 AND TRUNK HIGHWAY 71 IN MENAHGA, AT TRUNK
 DQ3048'HIGHWAY 87 MILEPOINT 27.5, 75.3 FEET NORTH OF TRUNK HIGHWAY 87, 29.6
 DQ3048'FEET WEST OF COUNTY ROAD 119, 9.0 FEET SOUTHWEST OF RIGHT-OF-WAY POST,
 DQ3048'1.5 FEET EAST OF WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DQ3047 ***********************************************************************
 DQ3047  DESIGNATION -  0306 B
 DQ3047  PID         -  DQ3047
 DQ3047  STATE/COUNTY-  MN/BECKER
 DQ3047  COUNTRY     -  US
 DQ3047  USGS QUAD   -  SEBEKA NW (2019)
 DQ3047
 DQ3047                         *CURRENT SURVEY CONTROL
 DQ3047  ______________________________________________________________________
 DQ3047* NAD 83(2011) POSITION- 46 44 47.87700(N) 095 13 11.44156(W)   ADJUSTED
 DQ3047* NAD 83(2011) ELLIP HT-   419.165 (meters)        (03/15/17)   ADJUSTED
 DQ3047* NAD 83(2011) EPOCH   -  2010.00
 DQ3047* NAVD 88 ORTHO HEIGHT -   446.256 (meters)     1464.09  (feet) ADJUSTED
 DQ3047  ______________________________________________________________________
 DQ3047  GEOID HEIGHT    -        -27.076 (meters)                     GEOID18
 DQ3047  NAD 83(2011) X  -   -398,347.932 (meters)                     COMP
 DQ3047  NAD 83(2011) Y  - -4,360,374.029 (meters)                     COMP
 DQ3047  NAD 83(2011) Z  -  4,622,815.122 (meters)                     COMP
 DQ3047  LAPLACE CORR    -         -5.54  (seconds)                    DEFLEC18
 DQ3047  DYNAMIC HEIGHT  -        446.275 (meters)     1464.15  (feet) COMP
 DQ3047  MODELED GRAVITY -    980,644.3   (mgal)                       NAVD 88
 DQ3047
 DQ3047  VERT ORDER      -  SECOND    CLASS I
 DQ3047
 DQ3047  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DQ3047  Standards:
 DQ3047         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DQ3047            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DQ3047  -------------------------------------------------------------------
 DQ3047  NETWORK    0.63   1.39           0.29   0.21   0.71      0.01202957
 DQ3047  -------------------------------------------------------------------
 DQ3047  Click here for local accuracies and other accuracy information.
 DQ3047
 DQ3047.The horizontal coordinates were established by GPS observations
 DQ3047.and adjusted by the MN DEPT OF TRANSP in March 2017.
 DQ3047
 DQ3047.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DQ3047.been affixed to the stable North American tectonic plate. See 
 DQ3047.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DQ3047
 DQ3047.The horizontal coordinates are valid at the epoch date displayed above
 DQ3047.which is a decimal equivalence of Year/Month/Day.
 DQ3047
 DQ3047.The orthometric height was determined by differential leveling and
 DQ3047.adjusted by the NATIONAL GEODETIC SURVEY
 DQ3047.in August 2019.
 DQ3047
 DQ3047.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ3047.GEOID18 height accuracy estimate available here.
 DQ3047
 DQ3047.Click photographs - Photos may exist for this station.
 DQ3047
 DQ3047.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DQ3047
 DQ3047.The Laplace correction was computed from DEFLEC18 derived deflections.
 DQ3047
 DQ3047.The ellipsoidal height was determined by GPS observations
 DQ3047.and is referenced to NAD 83.
 DQ3047
 DQ3047.The dynamic height is computed by dividing the NAVD 88
 DQ3047.geopotential number by the normal gravity value computed on the
 DQ3047.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ3047.degrees latitude (g = 980.6199 gals.).
 DQ3047
 DQ3047.The modeled gravity was interpolated from observed gravity values.
 DQ3047
 DQ3047. The following values were computed from the NAD 83(2011) position.
 DQ3047
 DQ3047;                    North         East     Units Scale Factor Converg.
 DQ3047;SPC MN C     -   294,588.437   725,895.229   MT  0.99994782   -0 42 05.7
 DQ3047;SPC MN C     -   966,495.56  2,381,541.26   sFT  0.99994782   -0 42 05.7
 DQ3047;UTM  15      - 5,179,401.823   330,441.409   MT  0.99995338   -1 37 01.8
 DQ3047
 DQ3047!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DQ3047!SPC MN C     -   0.99993430  x   0.99994782  =   0.99988212
 DQ3047!UTM  15      -   0.99993430  x   0.99995338  =   0.99988768
 DQ3047
 DQ3047_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUM3044179401(NAD 83)
 DQ3047
 DQ3047                          SUPERSEDED SURVEY CONTROL
 DQ3047
 DQ3047.No superseded survey control is available for this station.
 DQ3047
 DQ3047_MARKER: F = FLANGE-ENCASED ROD
 DQ3047_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DQ3047_STAMPING: 0306 B 2015
 DQ3047_MARK LOGO: MNDT
 DQ3047_PROJECTION: RECESSED 8 CENTIMETERS
 DQ3047_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DQ3047_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ3047_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ3047+SATELLITE: SATELLITE OBSERVATIONS - January 23, 2017
 DQ3047_ROD/PIPE-DEPTH: 11.9 meters
 DQ3047
 DQ3047  HISTORY     - Date     Condition        Report By
 DQ3047  HISTORY     - 20150928 MONUMENTED       MNDT
 DQ3047  HISTORY     - 20170123 GOOD             MNDT
 DQ3047
 DQ3047                          STATION DESCRIPTION
 DQ3047
 DQ3047'DESCRIBED BY MN DEPT OF TRANSP 2015
 DQ3047'THE MARK IS LOCATED ABOUT 5.65 MI (9.09 KM) WEST OF MENAHGA.
 DQ3047'
 DQ3047'TO REACH THE MARK GO 6.15 MI (9.90 KM) WEST ALONG TRUNK HIGHWAY 87
 DQ3047'FROM THE JUNCTION OF TRUNK HIGHWAY 87 AND TRUNK HIGHWAY 71 IN MENAHGA,
 DQ3047'AT TRUNK HIGHWAY 87 MILE POINT 26.75.
 DQ3047'
 DQ3047'THE MARK IS LOCATED 64.4 FT (19.6 M) NORTH OF TRUNK HIGHWAY 87, 12.5
 DQ3047'FT (3.8 M) SOUTH OF RIGHT OF WAY POST, 105.6 FT (32.2 M) EAST OF
 DQ3047'DRIVEWAY NUMBER 56217 EXTENDED, 1.5 FT (0.5 M) SOUTH OF A WITNESS
 DQ3047'POST.
 DQ3047'
 DQ3047'NOTE-THE STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM ROD
 DQ3047'DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION REMOVABLE DISK
 DQ3047'SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH PVC
 DQ3047'PIPE BACK FILLED WITH WASHED SAND.
 DQ3047
 DQ3047                          STATION RECOVERY (2017)
 DQ3047
 DQ3047'RECOVERY NOTE BY MN DEPT OF TRANSP 2017 (BXB)
 DQ3047'5.65 MILES WEST OF MENAHGA, 6.15 MILES WEST ALONG TRUNK HIGHWAY 87
 DQ3047'FROM JUNCTION OF TRUNK HIGHWAY 87 AND TRUNK HIGHWAY 71 IN MENAHGA, AT
 DQ3047'TRUNK HIGHWAY 87 MILEPOINT 26.75, 64.4 FEET NORTH OF TRUNK HIGHWAY 87,
 DQ3047'12.5 FEET SOUTH OF RIGHT OF WAY POST, 105.6 FEET EAST OF DRIVEWAY
 DQ3047'NUMBER 56217 EXTENDED, 1.5 FEET SOUTH OF WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DQ3009 ***********************************************************************
 DQ3009  DESIGNATION -  0306 BB
 DQ3009  PID         -  DQ3009
 DQ3009  STATE/COUNTY-  MN/BECKER
 DQ3009  COUNTRY     -  US
 DQ3009  USGS QUAD   -  FRAZEE (2019)
 DQ3009
 DQ3009                         *CURRENT SURVEY CONTROL
 DQ3009  ______________________________________________________________________
 DQ3009* NAD 83(1986) POSITION- 46 44 00.     (N) 095 40 48.     (W)   SCALED
 DQ3009* NAVD 88 ORTHO HEIGHT -   427.335 (meters)     1402.01  (feet) ADJUSTED
 DQ3009  ______________________________________________________________________
 DQ3009  GEOID HEIGHT    -        -26.615 (meters)                     GEOID18
 DQ3009  DYNAMIC HEIGHT  -        427.361 (meters)     1402.10  (feet) COMP
 DQ3009  MODELED GRAVITY -    980,661.2   (mgal)                       NAVD 88
 DQ3009
 DQ3009  VERT ORDER      -  SECOND    CLASS I
 DQ3009
 DQ3009.The horizontal coordinates were scaled from a map and have
 DQ3009.an estimated accuracy of +/- 6 seconds.
 DQ3009
 DQ3009.The orthometric height was determined by differential leveling and
 DQ3009.adjusted by the NATIONAL GEODETIC SURVEY
 DQ3009.in August 2019.
 DQ3009
 DQ3009.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ3009.GEOID18 height accuracy estimate available here.
 DQ3009
 DQ3009.Click photographs - Photos may exist for this station.
 DQ3009
 DQ3009.The dynamic height is computed by dividing the NAVD 88
 DQ3009.geopotential number by the normal gravity value computed on the
 DQ3009.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ3009.degrees latitude (g = 980.6199 gals.).
 DQ3009
 DQ3009.The modeled gravity was interpolated from observed gravity values.
 DQ3009
 DQ3009;                    North         East    Units  Estimated Accuracy
 DQ3009;SPC MN C     -   293,640.      690,710.      MT  (+/- 180 meters Scaled)
 DQ3009
 DQ3009_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTM952790(NAD 83)
 DQ3009
 DQ3009                          SUPERSEDED SURVEY CONTROL
 DQ3009
 DQ3009.No superseded survey control is available for this station.
 DQ3009
 DQ3009_MARKER: DB = BENCH MARK DISK
 DQ3009_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 DQ3009_STAMPING: 0306 BB 1948
 DQ3009_MARK LOGO: MNHD
 DQ3009_PROJECTION: FLUSH
 DQ3009_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 DQ3009_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DQ3009_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DQ3009+SATELLITE: SATELLITE OBSERVATIONS - August 06, 2015
 DQ3009
 DQ3009  HISTORY     - Date     Condition        Report By
 DQ3009  HISTORY     - 19480401 MONUMENTED       MNHD
 DQ3009  HISTORY     - 20150806 GOOD             MNDT
 DQ3009
 DQ3009                          STATION DESCRIPTION
 DQ3009
 DQ3009'DESCRIBED BY MN DEPT OF TRANSP 2015 (JMH)
 DQ3009'THE MARK IS LOCATED ABOUT 1.2 MI (1.9 KM) NORTHEAST OF FRAZEE.
 DQ3009'
 DQ3009'TO REACH THE MARK GO 1.25 MI (2.01 KM) NORTHEAST ALONG TRUNK HIGHWAY
 DQ3009'87 FROM THE JUNCTION OF TRUNK HIGHWAY 87 AND COUNTY ROAD 10 IN FRAZEE,
 DQ3009'AT TRUNK HIGHWAY 87 MILE POINT 3.5.
 DQ3009'
 DQ3009'THE MARK IS LOCATED 63 FT (19.2 M) SOUTH-SOUTHEAST OF TRUNK HIGHWAY
 DQ3009'87, 100 FT (30.5 M) SOUTHWEST OF GOLF COURSE ENTRANCE NUMBER 34482,
 DQ3009'0.5 FT (15 CM) NORTH OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DQ3046 ***********************************************************************
 DQ3046  DESIGNATION -  0306 C
 DQ3046  PID         -  DQ3046
 DQ3046  STATE/COUNTY-  MN/BECKER
 DQ3046  COUNTRY     -  US
 DQ3046  USGS QUAD   -  SEBEKA NW (2019)
 DQ3046
 DQ3046                         *CURRENT SURVEY CONTROL
 DQ3046  ______________________________________________________________________
 DQ3046* NAD 83(2011) POSITION- 46 44 47.52103(N) 095 14 15.90653(W)   ADJUSTED
 DQ3046* NAD 83(2011) ELLIP HT-   431.270 (meters)        (03/15/17)   ADJUSTED
 DQ3046* NAD 83(2011) EPOCH   -  2010.00
 DQ3046* NAVD 88 ORTHO HEIGHT -   458.335 (meters)     1503.72  (feet) ADJUSTED
 DQ3046  ______________________________________________________________________
 DQ3046  GEOID HEIGHT    -        -27.040 (meters)                     GEOID18
 DQ3046  NAD 83(2011) X  -   -399,712.170 (meters)                     COMP
 DQ3046  NAD 83(2011) Y  - -4,360,265.551 (meters)                     COMP
 DQ3046  NAD 83(2011) Z  -  4,622,816.405 (meters)                     COMP
 DQ3046  LAPLACE CORR    -         -5.72  (seconds)                    DEFLEC18
 DQ3046  DYNAMIC HEIGHT  -        458.354 (meters)     1503.78  (feet) COMP
 DQ3046  MODELED GRAVITY -    980,641.8   (mgal)                       NAVD 88
 DQ3046
 DQ3046  VERT ORDER      -  SECOND    CLASS I
 DQ3046
 DQ3046  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DQ3046  Standards:
 DQ3046         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DQ3046            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DQ3046  -------------------------------------------------------------------
 DQ3046  NETWORK    0.63   1.39           0.29   0.21   0.71      0.01932194
 DQ3046  -------------------------------------------------------------------
 DQ3046  Click here for local accuracies and other accuracy information.
 DQ3046
 DQ3046.The horizontal coordinates were established by GPS observations
 DQ3046.and adjusted by the MN DEPT OF TRANSP in March 2017.
 DQ3046
 DQ3046.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DQ3046.been affixed to the stable North American tectonic plate. See 
 DQ3046.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DQ3046
 DQ3046.The horizontal coordinates are valid at the epoch date displayed above
 DQ3046.which is a decimal equivalence of Year/Month/Day.
 DQ3046
 DQ3046.The orthometric height was determined by differential leveling and
 DQ3046.adjusted by the NATIONAL GEODETIC SURVEY
 DQ3046.in August 2019.
 DQ3046
 DQ3046.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ3046.GEOID18 height accuracy estimate available here.
 DQ3046
 DQ3046.Click photographs - Photos may exist for this station.
 DQ3046
 DQ3046.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DQ3046
 DQ3046.The Laplace correction was computed from DEFLEC18 derived deflections.
 DQ3046
 DQ3046.The ellipsoidal height was determined by GPS observations
 DQ3046.and is referenced to NAD 83.
 DQ3046
 DQ3046.The dynamic height is computed by dividing the NAVD 88
 DQ3046.geopotential number by the normal gravity value computed on the
 DQ3046.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ3046.degrees latitude (g = 980.6199 gals.).
 DQ3046
 DQ3046.The modeled gravity was interpolated from observed gravity values.
 DQ3046
 DQ3046. The following values were computed from the NAD 83(2011) position.
 DQ3046
 DQ3046;                    North         East     Units Scale Factor Converg.
 DQ3046;SPC MN C     -   294,594.355   724,526.913   MT  0.99994781   -0 42 52.3
 DQ3046;SPC MN C     -   966,514.98  2,377,052.05   sFT  0.99994781   -0 42 52.3
 DQ3046;UTM  15      - 5,179,429.607   329,073.351   MT  0.99995911   -1 37 48.8
 DQ3046
 DQ3046!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DQ3046!SPC MN C     -   0.99993240  x   0.99994781  =   0.99988021
 DQ3046!UTM  15      -   0.99993240  x   0.99995911  =   0.99989151
 DQ3046
 DQ3046_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUM2907379429(NAD 83)
 DQ3046
 DQ3046                          SUPERSEDED SURVEY CONTROL
 DQ3046
 DQ3046.No superseded survey control is available for this station.
 DQ3046
 DQ3046_MARKER: F = FLANGE-ENCASED ROD
 DQ3046_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DQ3046_STAMPING: 0306 C 2015
 DQ3046_MARK LOGO: MNDT
 DQ3046_PROJECTION: RECESSED 5 CENTIMETERS
 DQ3046_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DQ3046_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ3046_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ3046+SATELLITE: SATELLITE OBSERVATIONS - January 23, 2017
 DQ3046_ROD/PIPE-DEPTH: 5.8 meters
 DQ3046
 DQ3046  HISTORY     - Date     Condition        Report By
 DQ3046  HISTORY     - 20150928 MONUMENTED       MNDT
 DQ3046  HISTORY     - 20170123 GOOD             MNDT
 DQ3046
 DQ3046                          STATION DESCRIPTION
 DQ3046
 DQ3046'DESCRIBED BY MN DEPT OF TRANSP 2015
 DQ3046'THE MARK IS LOCATED ABOUT 6.5 MI (10.5 KM) WEST OF MENAHGA.
 DQ3046'
 DQ3046'TO REACH THE MARK GO 7.0 MI (11.3 KM) WEST ALONG TRUNK HIGHWAY 87 FROM
 DQ3046'THE JUNCTION OF TRUNK HIGHWAY 87 AND TRUNK HIGHWAY 71 IN MENAHGA, AT
 DQ3046'TRUNK HIGHWAY 87 MILE POINT 25.85.
 DQ3046'
 DQ3046'THE MARK IS LOCATED 59.0 FT (18.0 M) NORTH OF TRUNK HIGHWAY 87, 17.0
 DQ3046'FT (5.2 M) SOUTH OF A FENCE LINE, 16.0 FT (4.9 M) SOUTH OF A WITNESS
 DQ3046'POST.
 DQ3046'
 DQ3046'NOTE-THE STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM ROD
 DQ3046'DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION REMOVABLE DISK
 DQ3046'SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH PVC
 DQ3046'PIPE BACK FILLED WITH WASHED SAND.
 DQ3046
 DQ3046                          STATION RECOVERY (2017)
 DQ3046
 DQ3046'RECOVERY NOTE BY MN DEPT OF TRANSP 2017 (BXB)
 DQ3046'6.5 MILES WEST OF MENAHGA, 7.0 MILES WEST ALONG TRUNK HIGHWAY 87 FROM
 DQ3046'JUNCTION OF TRUNK HIGHWAY 87 AND TRUNK HIGHWAY 71 IN MENAHGA, AT TRUNK
 DQ3046'HIGHWAY 87 MILEPOINT 25.85, 59.0 FEET NORTH OF TRUNK HIGHWAY 87, 17.0
 DQ3046'FEET SOUTH OF FENCE LINE, 16.0 FEET SOUTH OF WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DQ3010 ***********************************************************************
 DQ3010  DESIGNATION -  0306 CC
 DQ3010  PID         -  DQ3010
 DQ3010  STATE/COUNTY-  MN/BECKER
 DQ3010  COUNTRY     -  US
 DQ3010  USGS QUAD   -  FRAZEE (2019)
 DQ3010
 DQ3010                         *CURRENT SURVEY CONTROL
 DQ3010  ______________________________________________________________________
 DQ3010* NAD 83(2011) POSITION- 46 44 21.96279(N) 095 39 47.58543(W)   ADJUSTED
 DQ3010* NAD 83(2011) ELLIP HT-   396.726 (meters)        (03/15/17)   ADJUSTED
 DQ3010* NAD 83(2011) EPOCH   -  2010.00
 DQ3010* NAVD 88 ORTHO HEIGHT -   423.366 (meters)     1388.99  (feet) ADJUSTED
 DQ3010  ______________________________________________________________________
 DQ3010  GEOID HEIGHT    -        -26.626 (meters)                     GEOID18
 DQ3010  NAD 83(2011) X  -   -432,133.651 (meters)                     COMP
 DQ3010  NAD 83(2011) Y  - -4,357,725.640 (meters)                     COMP
 DQ3010  NAD 83(2011) Z  -  4,622,250.380 (meters)                     COMP
 DQ3010  LAPLACE CORR    -         -1.77  (seconds)                    DEFLEC18
 DQ3010  DYNAMIC HEIGHT  -        423.391 (meters)     1389.08  (feet) COMP
 DQ3010  MODELED GRAVITY -    980,660.6   (mgal)                       NAVD 88
 DQ3010
 DQ3010  VERT ORDER      -  SECOND    CLASS I
 DQ3010
 DQ3010  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DQ3010  Standards:
 DQ3010         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DQ3010            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DQ3010  -------------------------------------------------------------------
 DQ3010  NETWORK    0.57   1.33           0.27   0.18   0.68     -0.02169159
 DQ3010  -------------------------------------------------------------------
 DQ3010  Click here for local accuracies and other accuracy information.
 DQ3010
 DQ3010.The horizontal coordinates were established by GPS observations
 DQ3010.and adjusted by the MN DEPT OF TRANSP in March 2017.
 DQ3010
 DQ3010.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DQ3010.been affixed to the stable North American tectonic plate. See 
 DQ3010.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DQ3010
 DQ3010.The horizontal coordinates are valid at the epoch date displayed above
 DQ3010.which is a decimal equivalence of Year/Month/Day.
 DQ3010
 DQ3010.The orthometric height was determined by differential leveling and
 DQ3010.adjusted by the NATIONAL GEODETIC SURVEY
 DQ3010.in August 2019.
 DQ3010
 DQ3010.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ3010.GEOID18 height accuracy estimate available here.
 DQ3010
 DQ3010.Click photographs - Photos may exist for this station.
 DQ3010
 DQ3010.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DQ3010
 DQ3010.The Laplace correction was computed from DEFLEC18 derived deflections.
 DQ3010
 DQ3010.The ellipsoidal height was determined by GPS observations
 DQ3010.and is referenced to NAD 83.
 DQ3010
 DQ3010.The dynamic height is computed by dividing the NAVD 88
 DQ3010.geopotential number by the normal gravity value computed on the
 DQ3010.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ3010.degrees latitude (g = 980.6199 gals.).
 DQ3010
 DQ3010.The modeled gravity was interpolated from observed gravity values.
 DQ3010
 DQ3010. The following values were computed from the NAD 83(2011) position.
 DQ3010
 DQ3010;                    North         East     Units Scale Factor Converg.
 DQ3010;SPC MN C     -   294,298.029   692,006.322   MT  0.99994693   -1 01 20.3
 DQ3010;SPC MN C     -   965,542.78  2,270,357.41   sFT  0.99994693   -1 01 20.3
 DQ3010;UTM  15      - 5,179,653.661   296,549.436   MT  1.00010879   -1 56 24.5
 DQ3010
 DQ3010!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DQ3010!SPC MN C     -   0.99993782  x   0.99994693  =   0.99988475
 DQ3010!UTM  15      -   0.99993782  x   1.00010879  =   1.00004660
 DQ3010
 DQ3010_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTM9654979653(NAD 83)
 DQ3010
 DQ3010                          SUPERSEDED SURVEY CONTROL
 DQ3010
 DQ3010.No superseded survey control is available for this station.
 DQ3010
 DQ3010_MARKER: DB = BENCH MARK DISK
 DQ3010_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DQ3010_STAMPING: 0306 CC 1948
 DQ3010_MARK LOGO: MNHD
 DQ3010_PROJECTION: FLUSH
 DQ3010_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DQ3010_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DQ3010+STABILITY: SURFACE MOTION
 DQ3010_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ3010+SATELLITE: SATELLITE OBSERVATIONS - January 26, 2017
 DQ3010
 DQ3010  HISTORY     - Date     Condition        Report By
 DQ3010  HISTORY     - 19480401 MONUMENTED       MNHD
 DQ3010  HISTORY     - 20150806 GOOD             MNDT
 DQ3010  HISTORY     - 20170126 GOOD             MNDT
 DQ3010
 DQ3010                          STATION DESCRIPTION
 DQ3010
 DQ3010'DESCRIBED BY MN DEPT OF TRANSP 2015 (MAS)
 DQ3010'THE MARK IS LOCATED ABOUT 2.1 MI (3.4 KM) NORTHEAST OF FRAZEE.
 DQ3010'
 DQ3010'TO REACH THE MARK GO 2.1 MI (3.4 KM) NORTHEAST ALONG TRUNK HIGHWAY 87
 DQ3010'FROM THE JUNCTION OF TRUNK HIGHWAY 87 AND COUNTY ROAD 10 IN FRAZEE, AT
 DQ3010'TRUNK HIGHWAY 87 MILE POINT 4.5.
 DQ3010'
 DQ3010'THE MARK IS LOCATED 72.7 FT (22.2 M) NORTHWEST OF TRUNK HIGHWAY 87,
 DQ3010'37.0 FT (11.3 M) EAST-NORTHEAST OF 353RD AVENUE, 1.0 FT (0.3 M) EAST
 DQ3010'OF A WITNESS POST.
 DQ3010
 DQ3010                          STATION RECOVERY (2017)
 DQ3010
 DQ3010'RECOVERY NOTE BY MN DEPT OF TRANSP 2017 (DXS)
 DQ3010'2.1 MILES NORTHEAST OF FRAZEE, 2.1 MILES NORTHEAST ALONG TRUNK HIGHWAY
 DQ3010'87 FROM THE JUNCTION OF TRUNK HIGHWAY 87 AND COUNTY ROAD 10 IN FRAZEE,
 DQ3010'AT TRUNK HIGHWAY 87 MILEPOINT 4.5, 72.7 FEET NORTHWEST OF TRUNK
 DQ3010'HIGHWAY 87, 37.0 FEET EAST-NORTHEAST OF 353RD AVENUE, 1.0 FEET EAST OF
 DQ3010'WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DQ3045 ***********************************************************************
 DQ3045  DESIGNATION -  0306 D
 DQ3045  PID         -  DQ3045
 DQ3045  STATE/COUNTY-  MN/BECKER
 DQ3045  COUNTRY     -  US
 DQ3045  USGS QUAD   -  BUTLER (2019)
 DQ3045
 DQ3045                         *CURRENT SURVEY CONTROL
 DQ3045  ______________________________________________________________________
 DQ3045* NAD 83(2011) POSITION- 46 44 46.96673(N) 095 15 14.96693(W)   ADJUSTED
 DQ3045* NAD 83(2011) ELLIP HT-   428.331 (meters)        (03/15/17)   ADJUSTED
 DQ3045* NAD 83(2011) EPOCH   -  2010.00
 DQ3045* NAVD 88 ORTHO HEIGHT -   455.365 (meters)     1493.98  (feet) ADJUSTED
 DQ3045  ______________________________________________________________________
 DQ3045  GEOID HEIGHT    -        -27.007 (meters)                     GEOID18
 DQ3045  NAD 83(2011) X  -   -400,961.598 (meters)                     COMP
 DQ3045  NAD 83(2011) Y  - -4,360,161.331 (meters)                     COMP
 DQ3045  NAD 83(2011) Z  -  4,622,802.535 (meters)                     COMP
 DQ3045  LAPLACE CORR    -         -5.51  (seconds)                    DEFLEC18
 DQ3045  DYNAMIC HEIGHT  -        455.384 (meters)     1494.04  (feet) COMP
 DQ3045  MODELED GRAVITY -    980,640.1   (mgal)                       NAVD 88
 DQ3045
 DQ3045  VERT ORDER      -  SECOND    CLASS I
 DQ3045
 DQ3045  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DQ3045  Standards:
 DQ3045         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DQ3045            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DQ3045  -------------------------------------------------------------------
 DQ3045  NETWORK    0.61   1.37           0.28   0.21   0.70      0.01108837
 DQ3045  -------------------------------------------------------------------
 DQ3045  Click here for local accuracies and other accuracy information.
 DQ3045
 DQ3045.The horizontal coordinates were established by GPS observations
 DQ3045.and adjusted by the MN DEPT OF TRANSP in March 2017.
 DQ3045
 DQ3045.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DQ3045.been affixed to the stable North American tectonic plate. See 
 DQ3045.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DQ3045
 DQ3045.The horizontal coordinates are valid at the epoch date displayed above
 DQ3045.which is a decimal equivalence of Year/Month/Day.
 DQ3045
 DQ3045.The orthometric height was determined by differential leveling and
 DQ3045.adjusted by the NATIONAL GEODETIC SURVEY
 DQ3045.in August 2019.
 DQ3045
 DQ3045.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ3045.GEOID18 height accuracy estimate available here.
 DQ3045
 DQ3045.Click photographs - Photos may exist for this station.
 DQ3045
 DQ3045.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DQ3045
 DQ3045.The Laplace correction was computed from DEFLEC18 derived deflections.
 DQ3045
 DQ3045.The ellipsoidal height was determined by GPS observations
 DQ3045.and is referenced to NAD 83.
 DQ3045
 DQ3045.The dynamic height is computed by dividing the NAVD 88
 DQ3045.geopotential number by the normal gravity value computed on the
 DQ3045.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ3045.degrees latitude (g = 980.6199 gals.).
 DQ3045
 DQ3045.The modeled gravity was interpolated from observed gravity values.
 DQ3045
 DQ3045. The following values were computed from the NAD 83(2011) position.
 DQ3045
 DQ3045;                    North         East     Units Scale Factor Converg.
 DQ3045;SPC MN C     -   294,593.003   723,273.223   MT  0.99994779   -0 43 35.0
 DQ3045;SPC MN C     -   966,510.54  2,372,938.90   sFT  0.99994779   -0 43 35.0
 DQ3045;UTM  15      - 5,179,448.292   327,819.782   MT  0.99996440   -1 38 31.8
 DQ3045
 DQ3045!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DQ3045!SPC MN C     -   0.99993286  x   0.99994779  =   0.99988066
 DQ3045!UTM  15      -   0.99993286  x   0.99996440  =   0.99989726
 DQ3045
 DQ3045_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUM2781979448(NAD 83)
 DQ3045
 DQ3045                          SUPERSEDED SURVEY CONTROL
 DQ3045
 DQ3045.No superseded survey control is available for this station.
 DQ3045
 DQ3045_MARKER: F = FLANGE-ENCASED ROD
 DQ3045_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DQ3045_STAMPING: 0306 D 2015
 DQ3045_MARK LOGO: MNDT
 DQ3045_PROJECTION: RECESSED 8 CENTIMETERS
 DQ3045_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DQ3045_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ3045_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ3045+SATELLITE: SATELLITE OBSERVATIONS - January 23, 2017
 DQ3045_ROD/PIPE-DEPTH: 4.0 meters
 DQ3045
 DQ3045  HISTORY     - Date     Condition        Report By
 DQ3045  HISTORY     - 20150928 MONUMENTED       MNDT
 DQ3045  HISTORY     - 20170123 GOOD             MNDT
 DQ3045
 DQ3045                          STATION DESCRIPTION
 DQ3045
 DQ3045'DESCRIBED BY MN DEPT OF TRANSP 2015
 DQ3045'THE MARK IS LOCATED ABOUT 7.4 MI (11.9 KM) WEST OF MENAHGA.
 DQ3045'
 DQ3045'TO REACH THE MARK GO 7.8 MI (12.6 KM) WEST ALONG TRUNK HIGHWAY 87 FROM
 DQ3045'THE JUNCTION OF TRUNK HIGHWAY 87 AND TRUNK HIGHWAY 71 IN MENAHGA, AT
 DQ3045'TRUNK HIGHWAY 87 MILE POINT 25.1.
 DQ3045'
 DQ3045'THE MARK IS LOCATED 32.5 FT (9.9 M) SOUTH OF TRUNK HIGHWAY 87, 26.6 FT
 DQ3045'(8.1 M) EAST OF ENTRANCE, 1.5 FT (0.5 M) NORTH OF A WITNESS POST.
 DQ3045'
 DQ3045'NOTE-THE STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM ROD
 DQ3045'DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION REMOVABLE DISK
 DQ3045'SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH PVC
 DQ3045'PIPE BACK FILLED WITH WASHED SAND.
 DQ3045
 DQ3045                          STATION RECOVERY (2017)
 DQ3045
 DQ3045'RECOVERY NOTE BY MN DEPT OF TRANSP 2017 (KXJ)
 DQ3045'7.4 MILES WEST OF MENAHGA, 7.8 MILES WEST ALONG TRUNK HIGHWAY 87 FROM
 DQ3045'JUNCTION OF TRUNK HIGHWAY 87 AND TRUNK HIGHWAY 71 IN MENAHGA, AT TRUNK
 DQ3045'HIGHWAY 87 MILEPOINT 25.1, 32.5 FEET SOUTH OF TRUNK HIGHWAY 87, 26.6
 DQ3045'FEET EAST OF ENTRANCE, 1.5 FEET NORTH OF WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DQ3041 ***********************************************************************
 DQ3041  DESIGNATION -  0306 E
 DQ3041  PID         -  DQ3041
 DQ3041  STATE/COUNTY-  MN/BECKER
 DQ3041  COUNTRY     -  US
 DQ3041  USGS QUAD   -  WOLF LAKE (2019)
 DQ3041
 DQ3041                         *CURRENT SURVEY CONTROL
 DQ3041  ______________________________________________________________________
 DQ3041* NAD 83(2011) POSITION- 46 45 35.83016(N) 095 16 41.27775(W)   ADJUSTED
 DQ3041* NAD 83(2011) ELLIP HT-   439.885 (meters)        (03/15/17)   ADJUSTED
 DQ3041* NAD 83(2011) EPOCH   -  2010.00
 DQ3041* NAVD 88 ORTHO HEIGHT -   466.868 (meters)     1531.72  (feet) ADJUSTED
 DQ3041  ______________________________________________________________________
 DQ3041  GEOID HEIGHT    -        -26.956 (meters)                     GEOID18
 DQ3041  NAD 83(2011) X  -   -402,685.674 (meters)                     COMP
 DQ3041  NAD 83(2011) Y  - -4,358,906.558 (meters)                     COMP
 DQ3041  NAD 83(2011) Z  -  4,623,844.817 (meters)                     COMP
 DQ3041  LAPLACE CORR    -         -5.86  (seconds)                    DEFLEC18
 DQ3041  DYNAMIC HEIGHT  -        466.887 (meters)     1531.78  (feet) COMP
 DQ3041  MODELED GRAVITY -    980,638.4   (mgal)                       NAVD 88
 DQ3041
 DQ3041  VERT ORDER      -  SECOND    CLASS I
 DQ3041
 DQ3041  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DQ3041  Standards:
 DQ3041         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DQ3041            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DQ3041  -------------------------------------------------------------------
 DQ3041  NETWORK    0.74   1.63           0.34   0.25   0.83      0.06896477
 DQ3041  -------------------------------------------------------------------
 DQ3041  Click here for local accuracies and other accuracy information.
 DQ3041
 DQ3041.The horizontal coordinates were established by GPS observations
 DQ3041.and adjusted by the MN DEPT OF TRANSP in March 2017.
 DQ3041
 DQ3041.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DQ3041.been affixed to the stable North American tectonic plate. See 
 DQ3041.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DQ3041
 DQ3041.The horizontal coordinates are valid at the epoch date displayed above
 DQ3041.which is a decimal equivalence of Year/Month/Day.
 DQ3041
 DQ3041.The orthometric height was determined by differential leveling and
 DQ3041.adjusted by the NATIONAL GEODETIC SURVEY
 DQ3041.in August 2019.
 DQ3041
 DQ3041.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ3041.GEOID18 height accuracy estimate available here.
 DQ3041
 DQ3041.Click photographs - Photos may exist for this station.
 DQ3041
 DQ3041.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DQ3041
 DQ3041.The Laplace correction was computed from DEFLEC18 derived deflections.
 DQ3041
 DQ3041.The ellipsoidal height was determined by GPS observations
 DQ3041.and is referenced to NAD 83.
 DQ3041
 DQ3041.The dynamic height is computed by dividing the NAVD 88
 DQ3041.geopotential number by the normal gravity value computed on the
 DQ3041.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ3041.degrees latitude (g = 980.6199 gals.).
 DQ3041
 DQ3041.The modeled gravity was interpolated from observed gravity values.
 DQ3041
 DQ3041. The following values were computed from the NAD 83(2011) position.
 DQ3041
 DQ3041;                    North         East     Units Scale Factor Converg.
 DQ3041;SPC MN C     -   296,125.177   721,460.983   MT  0.99994952   -0 44 37.5
 DQ3041;SPC MN C     -   971,537.35  2,366,993.24   sFT  0.99994952   -0 44 37.5
 DQ3041;UTM  15      - 5,181,009.272   326,032.234   MT  0.99997200   -1 39 36.0
 DQ3041
 DQ3041!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DQ3041!SPC MN C     -   0.99993105  x   0.99994952  =   0.99988057
 DQ3041!UTM  15      -   0.99993105  x   0.99997200  =   0.99990305
 DQ3041
 DQ3041_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUM2603281009(NAD 83)
 DQ3041
 DQ3041                          SUPERSEDED SURVEY CONTROL
 DQ3041
 DQ3041.No superseded survey control is available for this station.
 DQ3041
 DQ3041_MARKER: F = FLANGE-ENCASED ROD
 DQ3041_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DQ3041_STAMPING: 0306 E 2015
 DQ3041_MARK LOGO: MNDT
 DQ3041_PROJECTION: RECESSED 8 CENTIMETERS
 DQ3041_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DQ3041_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ3041_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ3041+SATELLITE: SATELLITE OBSERVATIONS - January 23, 2017
 DQ3041_ROD/PIPE-DEPTH: 7.3 meters
 DQ3041
 DQ3041  HISTORY     - Date     Condition        Report By
 DQ3041  HISTORY     - 20150928 MONUMENTED       MNDT
 DQ3041  HISTORY     - 20170123 GOOD             MNDT
 DQ3041
 DQ3041                          STATION DESCRIPTION
 DQ3041
 DQ3041'DESCRIBED BY MN DEPT OF TRANSP 2015
 DQ3041'THE MARK IS LOCATED ABOUT 8.4 MI (13.5 KM) WEST OF MENAHGA.
 DQ3041'
 DQ3041'TO REACH THE MARK GO 9.75 MI (15.69 KM) WEST ALONG TRUNK HIGHWAY 87
 DQ3041'FROM THE JUNCTION OF TRUNK HIGHWAY 87 AND TRUNK HIGHWAY 71 IN MENAHGA,
 DQ3041'AT TRUNK HIGHWAY 87 MILE POINT 23.15.
 DQ3041'
 DQ3041'THE MARK IS LOCATED 59.4 FT (18.1 M) NORTH OF TRUNK HIGHWAY 87, 17.5
 DQ3041'FT (5.3 M) SOUTH OF A FENCE LINE, 105 FT (32.0 M) EAST OF ENTRANCE,
 DQ3041'16.0 FT (4.9 M) SOUTH OF A WITNESS POST.
 DQ3041'
 DQ3041'NOTE-THE STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM ROD
 DQ3041'DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION REMOVABLE DISK
 DQ3041'SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH PVC
 DQ3041'PIPE BACK FILLED WITH WASHED SAND.
 DQ3041
 DQ3041                          STATION RECOVERY (2017)
 DQ3041
 DQ3041'RECOVERY NOTE BY MN DEPT OF TRANSP 2017 (BXG)
 DQ3041'8.4 MILES WEST OF MENAHGA, 9.75 MILES WEST ALONG TRUNK HIGHWAY 87 FROM
 DQ3041'JUNCTION OF TRUNK HIGHWAY 87 AND TRUNK HIGHWAY 71 IN MENAHGA, AT TRUNK
 DQ3041'HIGHWAY 87 MILEPOINT 23.15, 59.4 FEET NORTH OF TRUNK HIGHWAY 87, 17.5
 DQ3041'FEET SOUTH OF FENCE LINE, 105 FEET EAST OF ENTRANCE, 16.0 FEET SOUTH
 DQ3041'OF WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DQ3013 ***********************************************************************
 DQ3013  DESIGNATION -  0306 EE
 DQ3013  PID         -  DQ3013
 DQ3013  STATE/COUNTY-  MN/BECKER
 DQ3013  COUNTRY     -  US
 DQ3013  USGS QUAD   -  FRAZEE (2019)
 DQ3013
 DQ3013                         *CURRENT SURVEY CONTROL
 DQ3013  ______________________________________________________________________
 DQ3013* NAD 83(1986) POSITION- 46 44 41.09   (N) 095 37 35.94   (W)   HD_HELD1
 DQ3013* NAVD 88 ORTHO HEIGHT -   427.890 (meters)     1403.84  (feet) ADJUSTED
 DQ3013  ______________________________________________________________________
 DQ3013  GEOID HEIGHT    -        -26.653 (meters)                     GEOID18
 DQ3013  DYNAMIC HEIGHT  -        427.913 (meters)     1403.91  (feet) COMP
 DQ3013  MODELED GRAVITY -    980,655.1   (mgal)                       NAVD 88
 DQ3013
 DQ3013  VERT ORDER      -  SECOND    CLASS I
 DQ3013
 DQ3013.The horizontal coordinates were determined by differentially corrected
 DQ3013.hand held GPS observations or other comparable positioning techniques
 DQ3013.and have an estimated accuracy of +/- 3 meters.
 DQ3013
 DQ3013.The orthometric height was determined by differential leveling and
 DQ3013.adjusted by the NATIONAL GEODETIC SURVEY
 DQ3013.in August 2019.
 DQ3013
 DQ3013.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ3013.GEOID18 height accuracy estimate available here.
 DQ3013
 DQ3013.Click photographs - Photos may exist for this station.
 DQ3013
 DQ3013.The dynamic height is computed by dividing the NAVD 88
 DQ3013.geopotential number by the normal gravity value computed on the
 DQ3013.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ3013.degrees latitude (g = 980.6199 gals.).
 DQ3013
 DQ3013.The modeled gravity was interpolated from observed gravity values.
 DQ3013
 DQ3013;                    North         East    Units  Estimated Accuracy
 DQ3013;SPC MN C     -   294,839.3     694,810.7     MT  (+/- 3 meters HH1 GPS) 
 DQ3013
 DQ3013_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTM9936280150(NAD 83)
 DQ3013
 DQ3013                          SUPERSEDED SURVEY CONTROL
 DQ3013
 DQ3013.No superseded survey control is available for this station.
 DQ3013
 DQ3013_MARKER: DD = SURVEY DISK
 DQ3013_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DQ3013_STAMPING: 0306 EE 1948
 DQ3013_MARK LOGO: MNHD
 DQ3013_PROJECTION: PROJECTING 20 CENTIMETERS
 DQ3013_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DQ3013_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DQ3013+STABILITY: SURFACE MOTION
 DQ3013_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DQ3013+SATELLITE: SATELLITE OBSERVATIONS - August 06, 2015
 DQ3013
 DQ3013  HISTORY     - Date     Condition        Report By
 DQ3013  HISTORY     - 19480401 MONUMENTED       MNHD
 DQ3013  HISTORY     - 20150806 GOOD             MNDT
 DQ3013
 DQ3013                          STATION DESCRIPTION
 DQ3013
 DQ3013'DESCRIBED BY MN DEPT OF TRANSP 2015 (KMS)
 DQ3013'THE MARK IS LOCATED ABOUT 3.45 MI (5.55 KM) EAST-NORTHEAST OF FRAZEE.
 DQ3013'
 DQ3013'TO REACH THE MARK GO 3.85 MI (6.19 KM) EAST-NORTHEAST ALONG TRUNK
 DQ3013'HIGHWAY 87 FROM THE JUNCTION OF TRUNK HIGHWAY 87 AND COUNTY ROAD 30
 DQ3013'AND COUNTY ROAD 29 IN FRAZEE, AT TRUNK HIGHWAY 87 MILE POINT 6.25.
 DQ3013'
 DQ3013'THE MARK IS LOCATED 64.0 FT (19.5 M) NORTH OF TRUNK HIGHWAY 87, 25.3
 DQ3013'FT (7.7 M) WEST OF 370TH AVENUE, 1.5 FT (0.5 M) SOUTHWEST OF A WITNESS
 DQ3013'POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DQ3035 ***********************************************************************
 DQ3035  DESIGNATION -  0306 F
 DQ3035  PID         -  DQ3035
 DQ3035  STATE/COUNTY-  MN/BECKER
 DQ3035  COUNTRY     -  US
 DQ3035  USGS QUAD   -  WOLF LAKE (2019)
 DQ3035
 DQ3035                         *CURRENT SURVEY CONTROL
 DQ3035  ______________________________________________________________________
 DQ3035* NAD 83(2011) POSITION- 46 45 34.48902(N) 095 20 55.25736(W)   ADJUSTED
 DQ3035* NAD 83(2011) ELLIP HT-   445.217 (meters)        (03/15/17)   ADJUSTED
 DQ3035* NAD 83(2011) EPOCH   -  2010.00
 DQ3035* NAVD 88 ORTHO HEIGHT -   472.054 (meters)     1548.73  (feet) ADJUSTED
 DQ3035  ______________________________________________________________________
 DQ3035  GEOID HEIGHT    -        -26.818 (meters)                     GEOID18
 DQ3035  NAD 83(2011) X  -   -408,055.764 (meters)                     COMP
 DQ3035  NAD 83(2011) Y  - -4,358,441.093 (meters)                     COMP
 DQ3035  NAD 83(2011) Z  -  4,623,820.329 (meters)                     COMP
 DQ3035  LAPLACE CORR    -         -4.17  (seconds)                    DEFLEC18
 DQ3035  DYNAMIC HEIGHT  -        472.080 (meters)     1548.82  (feet) COMP
 DQ3035  MODELED GRAVITY -    980,654.0   (mgal)                       NAVD 88
 DQ3035
 DQ3035  VERT ORDER      -  SECOND    CLASS I
 DQ3035
 DQ3035  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DQ3035  Standards:
 DQ3035         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DQ3035            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DQ3035  -------------------------------------------------------------------
 DQ3035  NETWORK    0.63   1.59           0.29   0.21   0.81      0.07167998
 DQ3035  -------------------------------------------------------------------
 DQ3035  Click here for local accuracies and other accuracy information.
 DQ3035
 DQ3035.The horizontal coordinates were established by GPS observations
 DQ3035.and adjusted by the MN DEPT OF TRANSP in March 2017.
 DQ3035
 DQ3035.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DQ3035.been affixed to the stable North American tectonic plate. See 
 DQ3035.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DQ3035
 DQ3035.The horizontal coordinates are valid at the epoch date displayed above
 DQ3035.which is a decimal equivalence of Year/Month/Day.
 DQ3035
 DQ3035.The orthometric height was determined by differential leveling and
 DQ3035.adjusted by the NATIONAL GEODETIC SURVEY
 DQ3035.in August 2019.
 DQ3035
 DQ3035.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ3035.GEOID18 height accuracy estimate available here.
 DQ3035
 DQ3035.Click photographs - Photos may exist for this station.
 DQ3035
 DQ3035.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DQ3035
 DQ3035.The Laplace correction was computed from DEFLEC18 derived deflections.
 DQ3035
 DQ3035.The ellipsoidal height was determined by GPS observations
 DQ3035.and is referenced to NAD 83.
 DQ3035
 DQ3035.The dynamic height is computed by dividing the NAVD 88
 DQ3035.geopotential number by the normal gravity value computed on the
 DQ3035.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ3035.degrees latitude (g = 980.6199 gals.).
 DQ3035
 DQ3035.The modeled gravity was interpolated from observed gravity values.
 DQ3035
 DQ3035. The following values were computed from the NAD 83(2011) position.
 DQ3035
 DQ3035;                    North         East     Units Scale Factor Converg.
 DQ3035;SPC MN C     -   296,156.126   716,071.440   MT  0.99994947   -0 47 41.2
 DQ3035;SPC MN C     -   971,638.89  2,349,311.05   sFT  0.99994947   -0 47 41.2
 DQ3035;UTM  15      - 5,181,126.426   320,643.691   MT  0.99999540   -1 42 41.2
 DQ3035
 DQ3035!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DQ3035!SPC MN C     -   0.99993022  x   0.99994947  =   0.99987969
 DQ3035!UTM  15      -   0.99993022  x   0.99999540  =   0.99992562
 DQ3035
 DQ3035_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUM2064381126(NAD 83)
 DQ3035
 DQ3035                          SUPERSEDED SURVEY CONTROL
 DQ3035
 DQ3035.No superseded survey control is available for this station.
 DQ3035
 DQ3035_MARKER: DB = BENCH MARK DISK
 DQ3035_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DQ3035_STAMPING: 0306 F 1952
 DQ3035_MARK LOGO: MNHD
 DQ3035_PROJECTION: FLUSH
 DQ3035_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DQ3035_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DQ3035+STABILITY: SURFACE MOTION
 DQ3035_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ3035+SATELLITE: SATELLITE OBSERVATIONS - January 25, 2017
 DQ3035
 DQ3035  HISTORY     - Date     Condition        Report By
 DQ3035  HISTORY     - 19520401 MONUMENTED       MNHD
 DQ3035  HISTORY     - 20150818 GOOD             MNDT
 DQ3035  HISTORY     - 20170125 GOOD             MNDT
 DQ3035
 DQ3035                          STATION DESCRIPTION
 DQ3035
 DQ3035'DESCRIBED BY MN DEPT OF TRANSP 2015 (MAS)
 DQ3035'THE MARK IS LOCATED ABOUT 3.0 MI (4.8 KM) SOUTH OF WOLF LAKE.
 DQ3035'
 DQ3035'TO REACH THE MARK GO 3.0 MI (4.8 KM) SOUTH ALONG COUNTY ROAD 45 FROM
 DQ3035'THE JUNCTION OF COUNTY ROAD 45 AND COUNTY ROAD 36/COUNTY ROAD 40 IN
 DQ3035'WOLF LAKE, THEN 0.05 MI (0.08 KM) WEST ON TRUNK HIGHWAY 87, AT TRUNK
 DQ3035'HIGHWAY MILE POINT 19.8.
 DQ3035'
 DQ3035'THE MARK IS LOCATED 76.0 FT (23.2 M) NORTH OF TRUNK HIGHWAY 87, 101.0
 DQ3035'FT (30.8 M) SOUTHWEST OF THE SOUTHWEST CORNER OF SPRUCE GROVE TOWN
 DQ3035'HALL, 0.3 FT (9 CM) SOUTH OF A WITNESS POST.
 DQ3035
 DQ3035                          STATION RECOVERY (2017)
 DQ3035
 DQ3035'RECOVERY NOTE BY MN DEPT OF TRANSP 2017 (BXB)
 DQ3035'3.0 MILES SOUTH OF WOLF LAKE, 3.0 MILES SOUTH ALONG COUNTY ROAD 45
 DQ3035'FROM THE JUNCTION OF COUNTY ROAD 45 AND COUNTY ROAD 36/COUNTY ROAD 40
 DQ3035'IN WOLF LAKE, THEN 0.05 MILE WEST ON TRUNK HIGHWAY 87, AT TRUNK
 DQ3035'HIGHWAY MILEPOINT 19.8, 76.0 FEET NORTH OF TRUNK HIGHWAY 87, 101.0
 DQ3035'FEET SOUTHWEST OF THE SOUTHWEST CORNER OF SPRUCE GROVE TOWN HALL, 0.3
 DQ3035'FOOT SOUTH OF WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DQ3040 ***********************************************************************
 DQ3040  DESIGNATION -  0306 G
 DQ3040  PID         -  DQ3040
 DQ3040  STATE/COUNTY-  MN/BECKER
 DQ3040  COUNTRY     -  US
 DQ3040  USGS QUAD   -  WOLF LAKE (2019)
 DQ3040
 DQ3040                         *CURRENT SURVEY CONTROL
 DQ3040  ______________________________________________________________________
 DQ3040* NAD 83(2011) POSITION- 46 45 33.56132(N) 095 17 36.63392(W)   ADJUSTED
 DQ3040* NAD 83(2011) ELLIP HT-   433.864 (meters)        (03/15/17)   ADJUSTED
 DQ3040* NAD 83(2011) EPOCH   -  2010.00
 DQ3040* NAVD 88 ORTHO HEIGHT -   460.825 (meters)     1511.89  (feet) ADJUSTED
 DQ3040  ______________________________________________________________________
 DQ3040  GEOID HEIGHT    -        -26.923 (meters)                     GEOID18
 DQ3040  NAD 83(2011) X  -   -403,859.807 (meters)                     COMP
 DQ3040  NAD 83(2011) Y  - -4,358,845.048 (meters)                     COMP
 DQ3040  NAD 83(2011) Z  -  4,623,792.432 (meters)                     COMP
 DQ3040  LAPLACE CORR    -         -5.90  (seconds)                    DEFLEC18
 DQ3040  DYNAMIC HEIGHT  -        460.844 (meters)     1511.95  (feet) COMP
 DQ3040  MODELED GRAVITY -    980,640.6   (mgal)                       NAVD 88
 DQ3040
 DQ3040  VERT ORDER      -  SECOND    CLASS I
 DQ3040
 DQ3040  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DQ3040  Standards:
 DQ3040         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DQ3040            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DQ3040  -------------------------------------------------------------------
 DQ3040  NETWORK    0.63   1.51           0.29   0.21   0.77      0.12205057
 DQ3040  -------------------------------------------------------------------
 DQ3040  Click here for local accuracies and other accuracy information.
 DQ3040
 DQ3040.The horizontal coordinates were established by GPS observations
 DQ3040.and adjusted by the MN DEPT OF TRANSP in March 2017.
 DQ3040
 DQ3040.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DQ3040.been affixed to the stable North American tectonic plate. See 
 DQ3040.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DQ3040
 DQ3040.The horizontal coordinates are valid at the epoch date displayed above
 DQ3040.which is a decimal equivalence of Year/Month/Day.
 DQ3040
 DQ3040.The orthometric height was determined by differential leveling and
 DQ3040.adjusted by the NATIONAL GEODETIC SURVEY
 DQ3040.in August 2019.
 DQ3040
 DQ3040.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ3040.GEOID18 height accuracy estimate available here.
 DQ3040
 DQ3040.Click photographs - Photos may exist for this station.
 DQ3040
 DQ3040.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DQ3040
 DQ3040.The Laplace correction was computed from DEFLEC18 derived deflections.
 DQ3040
 DQ3040.The ellipsoidal height was determined by GPS observations
 DQ3040.and is referenced to NAD 83.
 DQ3040
 DQ3040.The dynamic height is computed by dividing the NAVD 88
 DQ3040.geopotential number by the normal gravity value computed on the
 DQ3040.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ3040.degrees latitude (g = 980.6199 gals.).
 DQ3040
 DQ3040.The modeled gravity was interpolated from observed gravity values.
 DQ3040
 DQ3040. The following values were computed from the NAD 83(2011) position.
 DQ3040
 DQ3040;                    North         East     Units Scale Factor Converg.
 DQ3040;SPC MN C     -   296,070.487   720,285.501   MT  0.99994944   -0 45 17.5
 DQ3040;SPC MN C     -   971,357.92  2,363,136.68   sFT  0.99994944   -0 45 17.5
 DQ3040;UTM  15      - 5,180,973.387   324,855.998   MT  0.99997705   -1 40 16.3
 DQ3040
 DQ3040!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DQ3040!SPC MN C     -   0.99993199  x   0.99994944  =   0.99988144
 DQ3040!UTM  15      -   0.99993199  x   0.99997705  =   0.99990905
 DQ3040
 DQ3040_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUM2485580973(NAD 83)
 DQ3040
 DQ3040                          SUPERSEDED SURVEY CONTROL
 DQ3040
 DQ3040.No superseded survey control is available for this station.
 DQ3040
 DQ3040_MARKER: F = FLANGE-ENCASED ROD
 DQ3040_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DQ3040_STAMPING: 0306 G 2015
 DQ3040_MARK LOGO: MNDT
 DQ3040_PROJECTION: RECESSED 8 CENTIMETERS
 DQ3040_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DQ3040_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ3040_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ3040+SATELLITE: SATELLITE OBSERVATIONS - January 25, 2017
 DQ3040_ROD/PIPE-DEPTH: 15.8 meters
 DQ3040
 DQ3040  HISTORY     - Date     Condition        Report By
 DQ3040  HISTORY     - 20150928 MONUMENTED       MNDT
 DQ3040  HISTORY     - 20170125 GOOD             MNDT
 DQ3040
 DQ3040                          STATION DESCRIPTION
 DQ3040
 DQ3040'DESCRIBED BY MN DEPT OF TRANSP 2015
 DQ3040'THE MARK IS LOCATED ABOUT 9.1 MI (14.6 KM) WEST OF MENAHGA.
 DQ3040'
 DQ3040'TO REACH THE MARK GO 10.5 MI (16.9 KM) WEST ALONG TRUNK HIGHWAY 87
 DQ3040'FROM THE JUNCTION OF TRUNK HIGHWAY 87 AND TRUNK HIGHWAY 71 IN MENAHGA,
 DQ3040'AT TRUNK HIGHWAY 87 MILE POINT 22.45.
 DQ3040'
 DQ3040'THE MARK IS LOCATED 71.4 FT (21.8 M) NORTH OF TRUNK HIGHWAY 87, 20.3
 DQ3040'FT (6.2 M) EAST OF A FIELD ENTRANCE, 4.2 FT (1.3 M) SOUTH OF
 DQ3040'RIGHT-OF-WAY POST, 3.0 FT (0.9 M) SOUTH OF A WITNESS POST.
 DQ3040'
 DQ3040'NOTE-THE STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM ROD
 DQ3040'DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION REMOVABLE DISK
 DQ3040'SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH PVC
 DQ3040'PIPE BACK FILLED WITH WASHED SAND.
 DQ3040
 DQ3040                          STATION RECOVERY (2017)
 DQ3040
 DQ3040'RECOVERY NOTE BY MN DEPT OF TRANSP 2017 (TXD)
 DQ3040'9.1 MILES WEST OF MENAHGA, 10.5 MILES WEST ALONG TRUNK HIGHWAY 87 FROM
 DQ3040'JUNCTION OF TRUNK HIGHWAY 87 AND TRUNK HIGHWAY 71 IN MENAHGA, AT TRUNK
 DQ3040'HIGHWAY 87 MILEPOINT 22.45, 71.4 FEET NORTH OF TRUNK HIGHWAY 87, 20.3
 DQ3040'FEET EAST OF FIELD ENTRANCE, 4.2 FEET SOUTH OF RIGHT-OF-WAY POST, 3.0
 DQ3040'FEET SOUTH OF WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DQ3016 ***********************************************************************
 DQ3016  DESIGNATION -  0306 GG
 DQ3016  PID         -  DQ3016
 DQ3016  STATE/COUNTY-  MN/BECKER
 DQ3016  COUNTRY     -  US
 DQ3016  USGS QUAD   -  TOAD MOUNTAIN (2019)
 DQ3016
 DQ3016                         *CURRENT SURVEY CONTROL
 DQ3016  ______________________________________________________________________
 DQ3016* NAD 83(1986) POSITION- 46 45 06.27   (N) 095 34 46.74   (W)   HD_HELD1
 DQ3016* NAVD 88 ORTHO HEIGHT -   434.859 (meters)     1426.70  (feet) ADJUSTED
 DQ3016  ______________________________________________________________________
 DQ3016  GEOID HEIGHT    -        -26.688 (meters)                     GEOID18
 DQ3016  DYNAMIC HEIGHT  -        434.881 (meters)     1426.77  (feet) COMP
 DQ3016  MODELED GRAVITY -    980,651.4   (mgal)                       NAVD 88
 DQ3016
 DQ3016  VERT ORDER      -  SECOND    CLASS I
 DQ3016
 DQ3016.The horizontal coordinates were determined by differentially corrected
 DQ3016.hand held GPS observations or other comparable positioning techniques
 DQ3016.and have an estimated accuracy of +/- 3 meters.
 DQ3016
 DQ3016.The orthometric height was determined by differential leveling and
 DQ3016.adjusted by the NATIONAL GEODETIC SURVEY
 DQ3016.in August 2019.
 DQ3016
 DQ3016.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ3016.GEOID18 height accuracy estimate available here.
 DQ3016
 DQ3016.Click photographs - Photos may exist for this station.
 DQ3016
 DQ3016.The dynamic height is computed by dividing the NAVD 88
 DQ3016.geopotential number by the normal gravity value computed on the
 DQ3016.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ3016.degrees latitude (g = 980.6199 gals.).
 DQ3016
 DQ3016.The modeled gravity was interpolated from observed gravity values.
 DQ3016
 DQ3016;                    North         East    Units  Estimated Accuracy
 DQ3016;SPC MN C     -   295,555.4     698,414.7     MT  (+/- 3 meters HH1 GPS) 
 DQ3016
 DQ3016_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUM0297880808(NAD 83)
 DQ3016
 DQ3016                          SUPERSEDED SURVEY CONTROL
 DQ3016
 DQ3016.No superseded survey control is available for this station.
 DQ3016
 DQ3016_MARKER: DB = BENCH MARK DISK
 DQ3016_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DQ3016_STAMPING: 0306 GG 1948
 DQ3016_MARK LOGO: MNHD
 DQ3016_PROJECTION: PROJECTING 8 CENTIMETERS
 DQ3016_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DQ3016_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DQ3016+STABILITY: SURFACE MOTION
 DQ3016_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ3016+SATELLITE: SATELLITE OBSERVATIONS - August 06, 2015
 DQ3016
 DQ3016  HISTORY     - Date     Condition        Report By
 DQ3016  HISTORY     - 19480401 MONUMENTED       MNHD
 DQ3016  HISTORY     - 20150806 GOOD             MNDT
 DQ3016
 DQ3016                          STATION DESCRIPTION
 DQ3016
 DQ3016'DESCRIBED BY MN DEPT OF TRANSP 2015 (KMS)
 DQ3016'THE STATION IS LOCATED ABOUT 5.6 MI (9.0 KM) EAST-NORTHEAST OF FRAZEE.
 DQ3016'TO REACH THE MARK GO 6.15 MI (9.90 KM) EAST-NORTHEAST ALONG TRUNK
 DQ3016'HIGHWAY 87 FROM THE JUNCTION OF TRUNK HIGHWAY 87 AND COUNTY ROAD 29
 DQ3016'AND COUNTY ROAD 30 IN FRAZEE, AT TRUNK HIGHWAY 87 MILE POINT 8.65.
 DQ3016'
 DQ3016'THE MARK IS LOCATED 17.8 FT (5.4 M) EAST OF DRIVEWAY NUMBERS
 DQ3016'39167/39171, 72.0 FT (21.9 M) SOUTH OF TRUNK HIGHWAY 87.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DQ3037 ***********************************************************************
 DQ3037  DESIGNATION -  0306 H
 DQ3037  PID         -  DQ3037
 DQ3037  STATE/COUNTY-  MN/BECKER
 DQ3037  COUNTRY     -  US
 DQ3037  USGS QUAD   -  WOLF LAKE (2019)
 DQ3037
 DQ3037                         *CURRENT SURVEY CONTROL
 DQ3037  ______________________________________________________________________
 DQ3037* NAD 83(2011) POSITION- 46 45 36.11984(N) 095 19 39.37754(W)   ADJUSTED
 DQ3037* NAD 83(2011) ELLIP HT-   436.006 (meters)        (03/15/17)   ADJUSTED
 DQ3037* NAD 83(2011) EPOCH   -  2010.00
 DQ3037* NAVD 88 ORTHO HEIGHT -   462.887 (meters)     1518.66  (feet) ADJUSTED
 DQ3037  ______________________________________________________________________
 DQ3037  GEOID HEIGHT    -        -26.853 (meters)                     GEOID18
 DQ3037  NAD 83(2011) X  -   -406,448.379 (meters)                     COMP
 DQ3037  NAD 83(2011) Y  - -4,358,548.099 (meters)                     COMP
 DQ3037  NAD 83(2011) Z  -  4,623,848.120 (meters)                     COMP
 DQ3037  LAPLACE CORR    -         -5.11  (seconds)                    DEFLEC18
 DQ3037  DYNAMIC HEIGHT  -        462.912 (meters)     1518.74  (feet) COMP
 DQ3037  MODELED GRAVITY -    980,651.3   (mgal)                       NAVD 88
 DQ3037
 DQ3037  VERT ORDER      -  SECOND    CLASS I
 DQ3037
 DQ3037  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DQ3037  Standards:
 DQ3037         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DQ3037            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DQ3037  -------------------------------------------------------------------
 DQ3037  NETWORK    0.63   1.51           0.29   0.21   0.77      0.12096239
 DQ3037  -------------------------------------------------------------------
 DQ3037  Click here for local accuracies and other accuracy information.
 DQ3037
 DQ3037.The horizontal coordinates were established by GPS observations
 DQ3037.and adjusted by the MN DEPT OF TRANSP in March 2017.
 DQ3037
 DQ3037.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DQ3037.been affixed to the stable North American tectonic plate. See 
 DQ3037.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DQ3037
 DQ3037.The horizontal coordinates are valid at the epoch date displayed above
 DQ3037.which is a decimal equivalence of Year/Month/Day.
 DQ3037
 DQ3037.The orthometric height was determined by differential leveling and
 DQ3037.adjusted by the NATIONAL GEODETIC SURVEY
 DQ3037.in August 2019.
 DQ3037
 DQ3037.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ3037.GEOID18 height accuracy estimate available here.
 DQ3037
 DQ3037.Click photographs - Photos may exist for this station.
 DQ3037
 DQ3037.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DQ3037
 DQ3037.The Laplace correction was computed from DEFLEC18 derived deflections.
 DQ3037
 DQ3037.The ellipsoidal height was determined by GPS observations
 DQ3037.and is referenced to NAD 83.
 DQ3037
 DQ3037.The dynamic height is computed by dividing the NAVD 88
 DQ3037.geopotential number by the normal gravity value computed on the
 DQ3037.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ3037.degrees latitude (g = 980.6199 gals.).
 DQ3037
 DQ3037.The modeled gravity was interpolated from observed gravity values.
 DQ3037
 DQ3037. The following values were computed from the NAD 83(2011) position.
 DQ3037
 DQ3037;                    North         East     Units Scale Factor Converg.
 DQ3037;SPC MN C     -   296,184.357   717,682.156   MT  0.99994953   -0 46 46.3
 DQ3037;SPC MN C     -   971,731.51  2,354,595.54   sFT  0.99994953   -0 46 46.3
 DQ3037;UTM  15      - 5,181,128.886   322,254.721   MT  0.99998833   -1 41 45.9
 DQ3037
 DQ3037!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DQ3037!SPC MN C     -   0.99993166  x   0.99994953  =   0.99988119
 DQ3037!UTM  15      -   0.99993166  x   0.99998833  =   0.99991999
 DQ3037
 DQ3037_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUM2225481128(NAD 83)
 DQ3037
 DQ3037                          SUPERSEDED SURVEY CONTROL
 DQ3037
 DQ3037.No superseded survey control is available for this station.
 DQ3037
 DQ3037_MARKER: F = FLANGE-ENCASED ROD
 DQ3037_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DQ3037_STAMPING: 0306 H 2015
 DQ3037_MARK LOGO: MNDT
 DQ3037_PROJECTION: RECESSED 5 CENTIMETERS
 DQ3037_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DQ3037_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ3037_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ3037+SATELLITE: SATELLITE OBSERVATIONS - January 25, 2017
 DQ3037_ROD/PIPE-DEPTH: 10.1 meters
 DQ3037
 DQ3037  HISTORY     - Date     Condition        Report By
 DQ3037  HISTORY     - 20150930 MONUMENTED       MNDT
 DQ3037  HISTORY     - 20170125 GOOD             MNDT
 DQ3037
 DQ3037                          STATION DESCRIPTION
 DQ3037
 DQ3037'DESCRIBED BY MN DEPT OF TRANSP 2015
 DQ3037'THE MARK IS LOCATED ABOUT 10.75 MI (17.30 KM) WEST OF MENAHGA.
 DQ3037'
 DQ3037'TO REACH THE MARK GO 12.15 MI (19.55 KM) WEST ALONG TRUNK HIGHWAY 87
 DQ3037'FROM THE JUNCTION OF TRUNK HIGHWAY 87 AND TRUNK HIGHWAY 71 IN MENAHGA,
 DQ3037'AT TRUNK HIGHWAY 87 MILE POINT 20.85.
 DQ3037'
 DQ3037'THE MARK IS LOCATED 51.2 FT (15.6 M) NORTH OF TRUNK HIGHWAY 87, 47.2
 DQ3037'FT (14.4 M) WEST OF 510TH AVENUE, 14.9 FT (4.5 M) SOUTHEAST OF
 DQ3037'RIGHT-OF-WAY POST, 14.5 FT (4.4 M) SOUTHEAST OF CABLE BOX NUMBER W7A4.
 DQ3037'NOTE-THE STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM ROD
 DQ3037'DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION REMOVABLE DISK
 DQ3037'SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH PVC
 DQ3037'PIPE BACK FILLED WITH WASHED SAND.
 DQ3037
 DQ3037                          STATION RECOVERY (2017)
 DQ3037
 DQ3037'RECOVERY NOTE BY MN DEPT OF TRANSP 2017 (DXS)
 DQ3037'10.75 MILES WEST OF MENAHGA, 12.15 MILES WEST ALONG TRUNK HIGHWAY 87
 DQ3037'FROM JUNCTION OF TRUNK HIGHWAY 87 AND TRUNK HIGHWAY 71 IN MENAHGA, AT
 DQ3037'TRUNK HIGHWAY 87 MILEPOINT 20.85, 51.2 FEET NORTH OF TRUNK HIGHWAY 87,
 DQ3037'47.2 FEET WEST OF 510TH AVENUE, 14.9 FEET SOUTHEAST OF RIGHT-OF-WAY
 DQ3037'POST, 14.5 FEET SOUTHEAST OF CABLE BOX NUMBER W7A4.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DQ3019 ***********************************************************************
 DQ3019  DESIGNATION -  0306 HH
 DQ3019  PID         -  DQ3019
 DQ3019  STATE/COUNTY-  MN/BECKER
 DQ3019  COUNTRY     -  US
 DQ3019  USGS QUAD   -  TOAD MOUNTAIN (2019)
 DQ3019
 DQ3019                         *CURRENT SURVEY CONTROL
 DQ3019  ______________________________________________________________________
 DQ3019* NAD 83(1986) POSITION- 46 45 06.83   (N) 095 33 16.74   (W)   HD_HELD1
 DQ3019* NAVD 88 ORTHO HEIGHT -   434.814 (meters)     1426.55  (feet) ADJUSTED
 DQ3019  ______________________________________________________________________
 DQ3019  GEOID HEIGHT    -        -26.704 (meters)                     GEOID18
 DQ3019  DYNAMIC HEIGHT  -        434.837 (meters)     1426.63  (feet) COMP
 DQ3019  MODELED GRAVITY -    980,653.2   (mgal)                       NAVD 88
 DQ3019
 DQ3019  VERT ORDER      -  SECOND    CLASS I
 DQ3019
 DQ3019.The horizontal coordinates were determined by differentially corrected
 DQ3019.hand held GPS observations or other comparable positioning techniques
 DQ3019.and have an estimated accuracy of +/- 3 meters.
 DQ3019
 DQ3019.The orthometric height was determined by differential leveling and
 DQ3019.adjusted by the NATIONAL GEODETIC SURVEY
 DQ3019.in August 2019.
 DQ3019
 DQ3019.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ3019.GEOID18 height accuracy estimate available here.
 DQ3019
 DQ3019.Click photographs - Photos may exist for this station.
 DQ3019
 DQ3019.The dynamic height is computed by dividing the NAVD 88
 DQ3019.geopotential number by the normal gravity value computed on the
 DQ3019.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ3019.degrees latitude (g = 980.6199 gals.).
 DQ3019
 DQ3019.The modeled gravity was interpolated from observed gravity values.
 DQ3019
 DQ3019;                    North         East    Units  Estimated Accuracy
 DQ3019;SPC MN C     -   295,540.9     700,324.8     MT  (+/- 3 meters HH1 GPS) 
 DQ3019
 DQ3019_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUM0488780763(NAD 83)
 DQ3019
 DQ3019                          SUPERSEDED SURVEY CONTROL
 DQ3019
 DQ3019.No superseded survey control is available for this station.
 DQ3019
 DQ3019_MARKER: DB = BENCH MARK DISK
 DQ3019_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DQ3019_STAMPING: 0306 HH 1948
 DQ3019_MARK LOGO: MNHD
 DQ3019_PROJECTION: PROJECTING 8 CENTIMETERS
 DQ3019_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DQ3019_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DQ3019+STABILITY: SURFACE MOTION
 DQ3019_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DQ3019+SATELLITE: SATELLITE OBSERVATIONS - August 06, 2015
 DQ3019
 DQ3019  HISTORY     - Date     Condition        Report By
 DQ3019  HISTORY     - 19480401 MONUMENTED       MNHD
 DQ3019  HISTORY     - 20150806 GOOD             MNDT
 DQ3019
 DQ3019                          STATION DESCRIPTION
 DQ3019
 DQ3019'DESCRIBED BY MN DEPT OF TRANSP 2015 (KMS)
 DQ3019'THE MARK IS LOCATED ABOUT 7.2 MI (11.6 KM) EAST-NORTHEAST OF FRAZEE.
 DQ3019'
 DQ3019'TO REACH THE MARK GO 7.4 MI (11.9 KM) EAST-NORTHEAST ALONG TRUNK
 DQ3019'HIGHWAY 87 AND COUNTY ROAD 29 AND COUNTY ROAD 30 IN FRAZEE, AT TRUNK
 DQ3019'HIGHWAY 87 MILE POINT 9.85.
 DQ3019'
 DQ3019'THE MARK IS LOCATED 73.0 FT (22.3 M) SOUTH OF TRUNK HIGHWAY 87, 20.1
 DQ3019'FT (6.1 M) WEST OF DRIVEWAY NUMBER 40407, 1.0 FT (0.3 M) NORTH OF A
 DQ3019'WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DQ3034 ***********************************************************************
 DQ3034  DESIGNATION -  0306 J
 DQ3034  PID         -  DQ3034
 DQ3034  STATE/COUNTY-  MN/BECKER
 DQ3034  COUNTRY     -  US
 DQ3034  USGS QUAD   -  WOLF LAKE (2019)
 DQ3034
 DQ3034                         *CURRENT SURVEY CONTROL
 DQ3034  ______________________________________________________________________
 DQ3034* NAD 83(2011) POSITION- 46 45 34.96609(N) 095 22 07.02303(W)   ADJUSTED
 DQ3034* NAD 83(2011) ELLIP HT-   445.149 (meters)        (03/15/17)   ADJUSTED
 DQ3034* NAD 83(2011) EPOCH   -  2010.00
 DQ3034* NAVD 88 ORTHO HEIGHT -   471.965 (meters)     1548.44  (feet) ADJUSTED
 DQ3034  ______________________________________________________________________
 DQ3034  GEOID HEIGHT    -        -26.792 (meters)                     GEOID18
 DQ3034  NAD 83(2011) X  -   -409,571.162 (meters)                     COMP
 DQ3034  NAD 83(2011) Y  - -4,358,288.122 (meters)                     COMP
 DQ3034  NAD 83(2011) Z  -  4,623,830.372 (meters)                     COMP
 DQ3034  LAPLACE CORR    -         -3.36  (seconds)                    DEFLEC18
 DQ3034  DYNAMIC HEIGHT  -        471.991 (meters)     1548.52  (feet) COMP
 DQ3034  MODELED GRAVITY -    980,653.5   (mgal)                       NAVD 88
 DQ3034
 DQ3034  VERT ORDER      -  SECOND    CLASS I
 DQ3034
 DQ3034  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DQ3034  Standards:
 DQ3034         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DQ3034            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DQ3034  -------------------------------------------------------------------
 DQ3034  NETWORK    0.61   1.49           0.28   0.21   0.76      0.11818904
 DQ3034  -------------------------------------------------------------------
 DQ3034  Click here for local accuracies and other accuracy information.
 DQ3034
 DQ3034.The horizontal coordinates were established by GPS observations
 DQ3034.and adjusted by the MN DEPT OF TRANSP in March 2017.
 DQ3034
 DQ3034.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DQ3034.been affixed to the stable North American tectonic plate. See 
 DQ3034.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DQ3034
 DQ3034.The horizontal coordinates are valid at the epoch date displayed above
 DQ3034.which is a decimal equivalence of Year/Month/Day.
 DQ3034
 DQ3034.The orthometric height was determined by differential leveling and
 DQ3034.adjusted by the NATIONAL GEODETIC SURVEY
 DQ3034.in August 2019.
 DQ3034
 DQ3034.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ3034.GEOID18 height accuracy estimate available here.
 DQ3034
 DQ3034.Click photographs - Photos may exist for this station.
 DQ3034
 DQ3034.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DQ3034
 DQ3034.The Laplace correction was computed from DEFLEC18 derived deflections.
 DQ3034
 DQ3034.The ellipsoidal height was determined by GPS observations
 DQ3034.and is referenced to NAD 83.
 DQ3034
 DQ3034.The dynamic height is computed by dividing the NAVD 88
 DQ3034.geopotential number by the normal gravity value computed on the
 DQ3034.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ3034.degrees latitude (g = 980.6199 gals.).
 DQ3034
 DQ3034.The modeled gravity was interpolated from observed gravity values.
 DQ3034
 DQ3034. The following values were computed from the NAD 83(2011) position.
 DQ3034
 DQ3034;                    North         East     Units Scale Factor Converg.
 DQ3034;SPC MN C     -   296,192.171   714,548.917   MT  0.99994949   -0 48 33.1
 DQ3034;SPC MN C     -   971,757.15  2,344,315.91   sFT  0.99994949   -0 48 33.1
 DQ3034;UTM  15      - 5,181,186.828   319,121.864   MT  1.00000214   -1 43 33.5
 DQ3034
 DQ3034!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DQ3034!SPC MN C     -   0.99993023  x   0.99994949  =   0.99987972
 DQ3034!UTM  15      -   0.99993023  x   1.00000214  =   0.99993237
 DQ3034
 DQ3034_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUM1912181186(NAD 83)
 DQ3034
 DQ3034                          SUPERSEDED SURVEY CONTROL
 DQ3034
 DQ3034.No superseded survey control is available for this station.
 DQ3034
 DQ3034_MARKER: F = FLANGE-ENCASED ROD
 DQ3034_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DQ3034_STAMPING: 0306 J 2015
 DQ3034_MARK LOGO: MNDT
 DQ3034_PROJECTION: RECESSED 5 CENTIMETERS
 DQ3034_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DQ3034_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ3034_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ3034+SATELLITE: SATELLITE OBSERVATIONS - January 25, 2017
 DQ3034_ROD/PIPE-DEPTH: 4.3 meters
 DQ3034
 DQ3034  HISTORY     - Date     Condition        Report By
 DQ3034  HISTORY     - 20150930 MONUMENTED       MNDT
 DQ3034  HISTORY     - 20170125 GOOD             MNDT
 DQ3034
 DQ3034                          STATION DESCRIPTION
 DQ3034
 DQ3034'DESCRIBED BY MN DEPT OF TRANSP 2015
 DQ3034'THE MARK IS LOCATED ABOUT 13.7 MI (22.0 KM) WEST OF MENAHGA.
 DQ3034'
 DQ3034'TO REACH THE MARK GO 14.15 MI (22.77 KM) WEST ALONG TRUNK HIGHWAY 87
 DQ3034'FROM THE JUNCTION OF TRUNK HIGHWAY 87 AND TRUNK HIGHWAY 71 IN MENAHGA,
 DQ3034'AT TRUNK HIGHWAY 87 MILE POINT 18.85.
 DQ3034'
 DQ3034'THE MARK IS LOCATED 53.9 FT (16.4 M) NORTH OF TRUNK HIGHWAY 87, 22.2
 DQ3034'FT (6.8 M) SOUTH OF RIGHT-OF-WAY POST, 20.8 FT (6.3 M) SOUTH OF A
 DQ3034'FENCE LINE, 15.0 FT (4.6 M) SOUTH OF A WITNESS POST.
 DQ3034'
 DQ3034'NOTE-THE STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM ROD
 DQ3034'DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION REMOVABLE DISK
 DQ3034'SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH PVC
 DQ3034'PIPE BACK FILLED WITH WASHED SAND.
 DQ3034
 DQ3034                          STATION RECOVERY (2017)
 DQ3034
 DQ3034'RECOVERY NOTE BY MN DEPT OF TRANSP 2017 (BXB)
 DQ3034'13.7 MILES WEST OF MENAHGA, 14.15 MILES WEST ALONG TRUNK HIGHWAY 87
 DQ3034'FROM JUNCTION OF TRUNK HIGHWAY 87 AND TRUNK HIGHWAY 71 IN MENAHGA, AT
 DQ3034'TRUNK HIGHWAY 87 MILEPOINT 18.85, 53.9 FEET NORTH OF TRUNK HIGHWAY 87,
 DQ3034'22.2 FEET SOUTH OF RIGHT-OF-WAY POST, 20.8 FEET SOUTH OF FENCE LINE,
 DQ3034'15.0 FEET SOUTH OF WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DQ3030 ***********************************************************************
 DQ3030  DESIGNATION -  0306 K
 DQ3030  PID         -  DQ3030
 DQ3030  STATE/COUNTY-  MN/BECKER
 DQ3030  COUNTRY     -  US
 DQ3030  USGS QUAD   -  EVERGREEN (2019)
 DQ3030
 DQ3030                         *CURRENT SURVEY CONTROL
 DQ3030  ______________________________________________________________________
 DQ3030* NAD 83(2011) POSITION- 46 45 31.79437(N) 095 24 52.81275(W)   ADJUSTED
 DQ3030* NAD 83(2011) ELLIP HT-   428.444 (meters)        (03/15/17)   ADJUSTED
 DQ3030* NAD 83(2011) EPOCH   -  2010.00
 DQ3030* NAVD 88 ORTHO HEIGHT -   455.232 (meters)     1493.54  (feet) ADJUSTED
 DQ3030  ______________________________________________________________________
 DQ3030  GEOID HEIGHT    -        -26.757 (meters)                     GEOID18
 DQ3030  NAD 83(2011) X  -   -413,079.749 (meters)                     COMP
 DQ3030  NAD 83(2011) Y  - -4,358,017.155 (meters)                     COMP
 DQ3030  NAD 83(2011) Z  -  4,623,751.102 (meters)                     COMP
 DQ3030  LAPLACE CORR    -         -1.79  (seconds)                    DEFLEC18
 DQ3030  DYNAMIC HEIGHT  -        455.255 (meters)     1493.62  (feet) COMP
 DQ3030  MODELED GRAVITY -    980,649.0   (mgal)                       NAVD 88
 DQ3030
 DQ3030  VERT ORDER      -  SECOND    CLASS I
 DQ3030
 DQ3030  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DQ3030  Standards:
 DQ3030         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DQ3030            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DQ3030  -------------------------------------------------------------------
 DQ3030  NETWORK    0.63   1.49           0.29   0.21   0.76      0.12442581
 DQ3030  -------------------------------------------------------------------
 DQ3030  Click here for local accuracies and other accuracy information.
 DQ3030
 DQ3030.The horizontal coordinates were established by GPS observations
 DQ3030.and adjusted by the MN DEPT OF TRANSP in March 2017.
 DQ3030
 DQ3030.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DQ3030.been affixed to the stable North American tectonic plate. See 
 DQ3030.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DQ3030
 DQ3030.The horizontal coordinates are valid at the epoch date displayed above
 DQ3030.which is a decimal equivalence of Year/Month/Day.
 DQ3030
 DQ3030.The orthometric height was determined by differential leveling and
 DQ3030.adjusted by the NATIONAL GEODETIC SURVEY
 DQ3030.in August 2019.
 DQ3030
 DQ3030.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ3030.GEOID18 height accuracy estimate available here.
 DQ3030
 DQ3030.Click photographs - Photos may exist for this station.
 DQ3030
 DQ3030.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DQ3030
 DQ3030.The Laplace correction was computed from DEFLEC18 derived deflections.
 DQ3030
 DQ3030.The ellipsoidal height was determined by GPS observations
 DQ3030.and is referenced to NAD 83.
 DQ3030
 DQ3030.The dynamic height is computed by dividing the NAVD 88
 DQ3030.geopotential number by the normal gravity value computed on the
 DQ3030.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ3030.degrees latitude (g = 980.6199 gals.).
 DQ3030
 DQ3030.The modeled gravity was interpolated from observed gravity values.
 DQ3030
 DQ3030. The following values were computed from the NAD 83(2011) position.
 DQ3030
 DQ3030;                    North         East     Units Scale Factor Converg.
 DQ3030;SPC MN C     -   296,144.953   711,029.764   MT  0.99994938   -0 50 33.0
 DQ3030;SPC MN C     -   971,602.23  2,332,770.15   sFT  0.99994938   -0 50 33.0
 DQ3030;UTM  15      - 5,181,195.930   315,602.193   MT  1.00001795   -1 45 34.3
 DQ3030
 DQ3030!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DQ3030!SPC MN C     -   0.99993284  x   0.99994938  =   0.99988223
 DQ3030!UTM  15      -   0.99993284  x   1.00001795  =   0.99995079
 DQ3030
 DQ3030_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUM1560281195(NAD 83)
 DQ3030
 DQ3030                          SUPERSEDED SURVEY CONTROL
 DQ3030
 DQ3030.No superseded survey control is available for this station.
 DQ3030
 DQ3030_MARKER: F = FLANGE-ENCASED ROD
 DQ3030_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DQ3030_STAMPING: 0306 K 2015
 DQ3030_MARK LOGO: MNDT
 DQ3030_PROJECTION: RECESSED 5 CENTIMETERS
 DQ3030_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DQ3030_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ3030_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ3030+SATELLITE: SATELLITE OBSERVATIONS - January 25, 2017
 DQ3030_ROD/PIPE-DEPTH: 21.0 meters
 DQ3030
 DQ3030  HISTORY     - Date     Condition        Report By
 DQ3030  HISTORY     - 20150929 MONUMENTED       MNDT
 DQ3030  HISTORY     - 20170125 GOOD             MNDT
 DQ3030
 DQ3030                          STATION DESCRIPTION
 DQ3030
 DQ3030'DESCRIBED BY MN DEPT OF TRANSP 2015
 DQ3030'THE MARK IS LOCATED ABOUT 13.7 MI (22.0 KM) EAST-NORTHEAST OF FRAZEE.
 DQ3030'
 DQ3030'TO REACH THE MARK GO 15.1 MI (24.3 KM) EAST ALONG TRUNK HIGHWAY 87
 DQ3030'FROM THE JUNCTION OF TRUNK HIGHWAY 87 AND TRUNK HIGHWAY 10(JUNCTION IS
 DQ3030'0.7 MI (1.1 KM) SOUTHWEST OF FRAZEE), AT TRUNK HIGHWAY 87 MILE POINT
 DQ3030'16.7.
 DQ3030'
 DQ3030'THE MARK IS LOCATED 48.3 FT (14.7 M) NORTH-NORTHWEST OF TRUNK HIGHWAY
 DQ3030'87, 14.7 FT (4.5 M) WEST-SOUTHWEST OF ENTRANCE, 30 FT (9.1 M) SOUTH OF
 DQ3030'POWER POLE, 5.0 FT (1.5 M) EAST-NORTHEAST OF A WITNESS POST.
 DQ3030'
 DQ3030'NOTE-THE STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM ROD
 DQ3030'DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION REMOVABLE DISK
 DQ3030'SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH PVC
 DQ3030'PIPE BACK FILLED WITH WASHED SAND.
 DQ3030
 DQ3030                          STATION RECOVERY (2017)
 DQ3030
 DQ3030'RECOVERY NOTE BY MN DEPT OF TRANSP 2017 (KXJ)
 DQ3030'13.7 MILES EAST NORTHEAST OF FRAZEE, 15.1 MILES EAST ALONG TRUNK
 DQ3030'HIGHWAY 87 FROM JUNCTION OF TRUNK HIGHWAY 87 AND TRUNK HIGHWAY
 DQ3030'10(JUNCTION IS 0.7 MILE SOUTHWEST OF FRAZEE), AT TRUNK HIGHWAY 87
 DQ3030'MILEPOINT 16.7, 48.3 FEET NORTH NORTHWEST OF TRUNK HIGHWAY 87, 14.7
 DQ3030'FEET WEST-SOUTHWEST OF ENTRANCE, 30 FEET SOUTH OF POWER POLE, 5.0 FEET
 DQ3030'EAST-NORTHEAST OF WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DQ3029 ***********************************************************************
 DQ3029  DESIGNATION -  0306 L
 DQ3029  PID         -  DQ3029
 DQ3029  STATE/COUNTY-  MN/BECKER
 DQ3029  COUNTRY     -  US
 DQ3029  USGS QUAD   -  EVERGREEN (2019)
 DQ3029
 DQ3029                         *CURRENT SURVEY CONTROL
 DQ3029  ______________________________________________________________________
 DQ3029* NAD 83(2011) POSITION- 46 45 35.07528(N) 095 25 43.03104(W)   ADJUSTED
 DQ3029* NAD 83(2011) ELLIP HT-   441.749 (meters)        (03/15/17)   ADJUSTED
 DQ3029* NAD 83(2011) EPOCH   -  2010.00
 DQ3029* NAVD 88 ORTHO HEIGHT -   468.511 (meters)     1537.11  (feet) ADJUSTED
 DQ3029  ______________________________________________________________________
 DQ3029  GEOID HEIGHT    -        -26.747 (meters)                     GEOID18
 DQ3029  NAD 83(2011) X  -   -414,134.642 (meters)                     COMP
 DQ3029  NAD 83(2011) Y  - -4,357,852.051 (meters)                     COMP
 DQ3029  NAD 83(2011) Z  -  4,623,830.205 (meters)                     COMP
 DQ3029  LAPLACE CORR    -         -1.60  (seconds)                    DEFLEC18
 DQ3029  DYNAMIC HEIGHT  -        468.534 (meters)     1537.18  (feet) COMP
 DQ3029  MODELED GRAVITY -    980,648.1   (mgal)                       NAVD 88
 DQ3029
 DQ3029  VERT ORDER      -  SECOND    CLASS I
 DQ3029
 DQ3029  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DQ3029  Standards:
 DQ3029         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DQ3029            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DQ3029  -------------------------------------------------------------------
 DQ3029  NETWORK    0.63   1.51           0.29   0.21   0.77      0.11893132
 DQ3029  -------------------------------------------------------------------
 DQ3029  Click here for local accuracies and other accuracy information.
 DQ3029
 DQ3029.The horizontal coordinates were established by GPS observations
 DQ3029.and adjusted by the MN DEPT OF TRANSP in March 2017.
 DQ3029
 DQ3029.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DQ3029.been affixed to the stable North American tectonic plate. See 
 DQ3029.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DQ3029
 DQ3029.The horizontal coordinates are valid at the epoch date displayed above
 DQ3029.which is a decimal equivalence of Year/Month/Day.
 DQ3029
 DQ3029.The orthometric height was determined by differential leveling and
 DQ3029.adjusted by the NATIONAL GEODETIC SURVEY
 DQ3029.in August 2019.
 DQ3029
 DQ3029.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ3029.GEOID18 height accuracy estimate available here.
 DQ3029
 DQ3029.Click photographs - Photos may exist for this station.
 DQ3029
 DQ3029.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DQ3029
 DQ3029.The Laplace correction was computed from DEFLEC18 derived deflections.
 DQ3029
 DQ3029.The ellipsoidal height was determined by GPS observations
 DQ3029.and is referenced to NAD 83.
 DQ3029
 DQ3029.The dynamic height is computed by dividing the NAVD 88
 DQ3029.geopotential number by the normal gravity value computed on the
 DQ3029.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ3029.degrees latitude (g = 980.6199 gals.).
 DQ3029
 DQ3029.The modeled gravity was interpolated from observed gravity values.
 DQ3029
 DQ3029. The following values were computed from the NAD 83(2011) position.
 DQ3029
 DQ3029;                    North         East     Units Scale Factor Converg.
 DQ3029;SPC MN C     -   296,262.012   709,965.733   MT  0.99994949   -0 51 09.4
 DQ3029;SPC MN C     -   971,986.28  2,329,279.24   sFT  0.99994949   -0 51 09.4
 DQ3029;UTM  15      - 5,181,330.015   314,540.097   MT  1.00002278   -1 46 11.0
 DQ3029
 DQ3029!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DQ3029!SPC MN C     -   0.99993076  x   0.99994949  =   0.99988025
 DQ3029!UTM  15      -   0.99993076  x   1.00002278  =   0.99995354
 DQ3029
 DQ3029_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUM1454081330(NAD 83)
 DQ3029
 DQ3029                          SUPERSEDED SURVEY CONTROL
 DQ3029
 DQ3029.No superseded survey control is available for this station.
 DQ3029
 DQ3029_MARKER: F = FLANGE-ENCASED ROD
 DQ3029_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DQ3029_STAMPING: 0306 L 2015
 DQ3029_MARK LOGO: MNDT
 DQ3029_PROJECTION: RECESSED 5 CENTIMETERS
 DQ3029_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DQ3029_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ3029_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ3029+SATELLITE: SATELLITE OBSERVATIONS - January 25, 2017
 DQ3029_ROD/PIPE-DEPTH: 7.3 meters
 DQ3029
 DQ3029  HISTORY     - Date     Condition        Report By
 DQ3029  HISTORY     - 20150929 MONUMENTED       MNDT
 DQ3029  HISTORY     - 20170125 GOOD             MNDT
 DQ3029
 DQ3029                          STATION DESCRIPTION
 DQ3029
 DQ3029'DESCRIBED BY MN DEPT OF TRANSP 2015
 DQ3029'THE MARK IS LOCATED ABOUT 13.2 MI (21.2 KM) EAST-NORTHEAST OF FRAZEE.
 DQ3029'
 DQ3029'TO REACH THE MARK GO 14.45 MI (23.25 KM) EAST ALONG TRUNK HIGHWAY 87
 DQ3029'FROM THE JUNCTION OF TRUNK HIGHWAY 87 AND TRUNK HIGHWAY 10(JUNCTION IS
 DQ3029'0.7 MI (1.1 KM) SOUTHWEST OF FRAZEE), AT TRUNK HIGHWAY 87 MILE POINT
 DQ3029'15.95.
 DQ3029'
 DQ3029'THE MARK IS LOCATED 166.8 FT (50.8 M) NORTH OF TRUNK HIGHWAY 87, 42.7
 DQ3029'FT (13.0 M) EAST OF 460TH AVENUE, 9.4 FT (2.9 M) WEST OF A FENCE LINE,
 DQ3029'9.0 FT (2.7 M) WEST OF A WITNESS POST.
 DQ3029'
 DQ3029'NOTE-THE STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM ROD
 DQ3029'DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION REMOVABLE DISK
 DQ3029'SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH PVC
 DQ3029'PIPE BACK FILLED WITH WASHED SAND.
 DQ3029
 DQ3029                          STATION RECOVERY (2017)
 DQ3029
 DQ3029'RECOVERY NOTE BY MN DEPT OF TRANSP 2017 (KXJ)
 DQ3029'13.2 MILES EAST NORTHEAST OF FRAZEE, 14.45 MILES EAST ALONG TRUNK
 DQ3029'HIGHWAY 87 FROM JUNCTION OF TRUNK HIGHWAY 87 AND TRUNK HIGHWAY
 DQ3029'10(JUNCTION IS 0.7 MILE SOUTHWEST OF FRAZEE), AT TRUNK HIGHWAY 87
 DQ3029'MILEPOINT 15.95, 166.8 FEET NORTH OF TRUNK HIGHWAY 87, 42.7 FEET EAST
 DQ3029'OF 460TH AVENUE, 9.4 FEET WEST OF FENCE LINE, 9.0 FEET WEST OF WITNESS
 DQ3029'POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DQ3026 ***********************************************************************
 DQ3026  DESIGNATION -  0306 M
 DQ3026  PID         -  DQ3026
 DQ3026  STATE/COUNTY-  MN/BECKER
 DQ3026  COUNTRY     -  US
 DQ3026  USGS QUAD   -  EVERGREEN (2019)
 DQ3026
 DQ3026                         *CURRENT SURVEY CONTROL
 DQ3026  ______________________________________________________________________
 DQ3026* NAD 83(2011) POSITION- 46 45 36.88844(N) 095 28 13.76734(W)   ADJUSTED
 DQ3026* NAD 83(2011) ELLIP HT-   429.396 (meters)        (03/15/17)   ADJUSTED
 DQ3026* NAD 83(2011) EPOCH   -  2010.00
 DQ3026* NAVD 88 ORTHO HEIGHT -   456.161 (meters)     1496.59  (feet) ADJUSTED
 DQ3026  ______________________________________________________________________
 DQ3026  GEOID HEIGHT    -        -26.733 (meters)                     GEOID18
 DQ3026  NAD 83(2011) X  -   -417,314.511 (meters)                     COMP
 DQ3026  NAD 83(2011) Y  - -4,357,499.213 (meters)                     COMP
 DQ3026  NAD 83(2011) Z  -  4,623,859.565 (meters)                     COMP
 DQ3026  LAPLACE CORR    -         -0.71  (seconds)                    DEFLEC18
 DQ3026  DYNAMIC HEIGHT  -        456.183 (meters)     1496.66  (feet) COMP
 DQ3026  MODELED GRAVITY -    980,647.3   (mgal)                       NAVD 88
 DQ3026
 DQ3026  VERT ORDER      -  SECOND    CLASS I
 DQ3026
 DQ3026  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DQ3026  Standards:
 DQ3026         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DQ3026            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DQ3026  -------------------------------------------------------------------
 DQ3026  NETWORK    0.61   1.47           0.28   0.21   0.75      0.12034441
 DQ3026  -------------------------------------------------------------------
 DQ3026  Click here for local accuracies and other accuracy information.
 DQ3026
 DQ3026.The horizontal coordinates were established by GPS observations
 DQ3026.and adjusted by the MN DEPT OF TRANSP in March 2017.
 DQ3026
 DQ3026.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DQ3026.been affixed to the stable North American tectonic plate. See 
 DQ3026.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DQ3026
 DQ3026.The horizontal coordinates are valid at the epoch date displayed above
 DQ3026.which is a decimal equivalence of Year/Month/Day.
 DQ3026
 DQ3026.The orthometric height was determined by differential leveling and
 DQ3026.adjusted by the NATIONAL GEODETIC SURVEY
 DQ3026.in August 2019.
 DQ3026
 DQ3026.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ3026.GEOID18 height accuracy estimate available here.
 DQ3026
 DQ3026.Click photographs - Photos may exist for this station.
 DQ3026
 DQ3026.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DQ3026
 DQ3026.The Laplace correction was computed from DEFLEC18 derived deflections.
 DQ3026
 DQ3026.The ellipsoidal height was determined by GPS observations
 DQ3026.and is referenced to NAD 83.
 DQ3026
 DQ3026.The dynamic height is computed by dividing the NAVD 88
 DQ3026.geopotential number by the normal gravity value computed on the
 DQ3026.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ3026.degrees latitude (g = 980.6199 gals.).
 DQ3026
 DQ3026.The modeled gravity was interpolated from observed gravity values.
 DQ3026
 DQ3026. The following values were computed from the NAD 83(2011) position.
 DQ3026
 DQ3026;                    North         East     Units Scale Factor Converg.
 DQ3026;SPC MN C     -   296,366.434   706,768.321   MT  0.99994956   -0 52 58.4
 DQ3026;SPC MN C     -   972,328.88  2,318,789.07   sFT  0.99994956   -0 52 58.4
 DQ3026;UTM  15      - 5,181,485.621   311,344.509   MT  1.00003747   -1 48 01.0
 DQ3026
 DQ3026!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DQ3026!SPC MN C     -   0.99993269  x   0.99994956  =   0.99988226
 DQ3026!UTM  15      -   0.99993269  x   1.00003747  =   0.99997016
 DQ3026
 DQ3026_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUM1134481485(NAD 83)
 DQ3026
 DQ3026                          SUPERSEDED SURVEY CONTROL
 DQ3026
 DQ3026.No superseded survey control is available for this station.
 DQ3026
 DQ3026_MARKER: F = FLANGE-ENCASED ROD
 DQ3026_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DQ3026_STAMPING: 0306 M 2015
 DQ3026_MARK LOGO: MNDT
 DQ3026_PROJECTION: RECESSED 5 CENTIMETERS
 DQ3026_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DQ3026_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ3026_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ3026+SATELLITE: SATELLITE OBSERVATIONS - January 25, 2017
 DQ3026_ROD/PIPE-DEPTH: 14.3 meters
 DQ3026
 DQ3026  HISTORY     - Date     Condition        Report By
 DQ3026  HISTORY     - 20150929 MONUMENTED       MNDT
 DQ3026  HISTORY     - 20170125 GOOD             MNDT
 DQ3026
 DQ3026                          STATION DESCRIPTION
 DQ3026
 DQ3026'DESCRIBED BY MN DEPT OF TRANSP 2015
 DQ3026'THE MARK IS LOCATED ABOUT 11.1 MI (17.9 KM) EAST-NORTHEAST OF FRAZEE.
 DQ3026'
 DQ3026'TO REACH THE MARK GO 12.45 MI (20.03 KM) EAST ALONG TRUNK HIGHWAY 87
 DQ3026'FROM THE JUNCTION OF TRUNK HIGHWAY 87 AND TRUNK HIGHWAY 10(JUNCTION IS
 DQ3026'0.7 MI (1.1 KM) SOUTHWEST OF FRAZEE), AT TRUNK HIGHWAY 87 MILE POINT
 DQ3026'14.05.
 DQ3026'
 DQ3026'THE MARK IS LOCATED 31.0 FT (9.4 M) SOUTH OF TRUNK HIGHWAY 87, 17.3 FT
 DQ3026'(5.3 M) EAST OF A FIELD ENTRANCE, 0.3 MI (0.5 KM) EAST OF 440TH
 DQ3026'AVENUE, 5.0 FT (1.5 M) WEST OF A WITNESS POST.
 DQ3026'
 DQ3026'NOTE-THE STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM ROD
 DQ3026'DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION REMOVABLE DISK
 DQ3026'SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH PVC
 DQ3026'PIPE BACK FILLED WITH WASHED SAND.
 DQ3026
 DQ3026                          STATION RECOVERY (2017)
 DQ3026
 DQ3026'RECOVERY NOTE BY MN DEPT OF TRANSP 2017 (KXV)
 DQ3026'11.1 MILES EAST NORTHEAST OF FRAZEE, 12.45 MILES EAST ALONG TRUNK
 DQ3026'HIGHWAY 87 FROM JUNCTION OF TRUNK HIGHWAY 87 AND TRUNK HIGHWAY
 DQ3026'10(JUNCTION IS 0.7 MILE SOUTHWEST OF FRAZEE), AT TRUNK HIGHWAY 87
 DQ3026'MILEPOINT 14.05, 31.0 FEET SOUTH OF TRUNK HIGHWAY 87, 17.3 FEET EAST
 DQ3026'OF FIELD ENTRANCE, 0.3 MILE EAST OF 440TH AVENUE, 5.0 FEET WEST OF
 DQ3026'WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DQ3023 ***********************************************************************
 DQ3023  DESIGNATION -  0306 N
 DQ3023  PID         -  DQ3023
 DQ3023  STATE/COUNTY-  MN/BECKER
 DQ3023  COUNTRY     -  US
 DQ3023  USGS QUAD   -  TOAD MOUNTAIN (2019)
 DQ3023
 DQ3023                         *CURRENT SURVEY CONTROL
 DQ3023  ______________________________________________________________________
 DQ3023* NAD 83(2011) POSITION- 46 45 34.20848(N) 095 31 11.73975(W)   ADJUSTED
 DQ3023* NAD 83(2011) ELLIP HT-   405.668 (meters)        (03/15/17)   ADJUSTED
 DQ3023* NAD 83(2011) EPOCH   -  2010.00
 DQ3023* NAVD 88 ORTHO HEIGHT -   432.410 (meters)     1418.67  (feet) ADJUSTED
 DQ3023  ______________________________________________________________________
 DQ3023  GEOID HEIGHT    -        -26.717 (meters)                     GEOID18
 DQ3023  NAD 83(2011) X  -   -421,078.392 (meters)                     COMP
 DQ3023  NAD 83(2011) Y  - -4,357,181.349 (meters)                     COMP
 DQ3023  NAD 83(2011) Z  -  4,623,785.583 (meters)                     COMP
 DQ3023  LAPLACE CORR    -         -1.16  (seconds)                    DEFLEC18
 DQ3023  DYNAMIC HEIGHT  -        432.434 (meters)     1418.74  (feet) COMP
 DQ3023  MODELED GRAVITY -    980,655.7   (mgal)                       NAVD 88
 DQ3023
 DQ3023  VERT ORDER      -  SECOND    CLASS I
 DQ3023
 DQ3023  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DQ3023  Standards:
 DQ3023         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DQ3023            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DQ3023  -------------------------------------------------------------------
 DQ3023  NETWORK    0.56   1.29           0.26   0.18   0.66     -0.01026712
 DQ3023  -------------------------------------------------------------------
 DQ3023  Click here for local accuracies and other accuracy information.
 DQ3023
 DQ3023.The horizontal coordinates were established by GPS observations
 DQ3023.and adjusted by the MN DEPT OF TRANSP in March 2017.
 DQ3023
 DQ3023.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DQ3023.been affixed to the stable North American tectonic plate. See 
 DQ3023.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DQ3023
 DQ3023.The horizontal coordinates are valid at the epoch date displayed above
 DQ3023.which is a decimal equivalence of Year/Month/Day.
 DQ3023
 DQ3023.The orthometric height was determined by differential leveling and
 DQ3023.adjusted by the NATIONAL GEODETIC SURVEY
 DQ3023.in August 2019.
 DQ3023
 DQ3023.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ3023.GEOID18 height accuracy estimate available here.
 DQ3023
 DQ3023.Click photographs - Photos may exist for this station.
 DQ3023
 DQ3023.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DQ3023
 DQ3023.The Laplace correction was computed from DEFLEC18 derived deflections.
 DQ3023
 DQ3023.The ellipsoidal height was determined by GPS observations
 DQ3023.and is referenced to NAD 83.
 DQ3023
 DQ3023.The dynamic height is computed by dividing the NAVD 88
 DQ3023.geopotential number by the normal gravity value computed on the
 DQ3023.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ3023.degrees latitude (g = 980.6199 gals.).
 DQ3023
 DQ3023.The modeled gravity was interpolated from observed gravity values.
 DQ3023
 DQ3023. The following values were computed from the NAD 83(2011) position.
 DQ3023
 DQ3023;                    North         East     Units Scale Factor Converg.
 DQ3023;SPC MN C     -   296,343.063   702,990.902   MT  0.99994946   -0 55 07.1
 DQ3023;SPC MN C     -   972,252.20  2,306,395.98   sFT  0.99994946   -0 55 07.1
 DQ3023;UTM  15      - 5,181,522.744   307,566.834   MT  1.00005517   -1 50 10.6
 DQ3023
 DQ3023!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DQ3023!SPC MN C     -   0.99993641  x   0.99994946  =   0.99988588
 DQ3023!UTM  15      -   0.99993641  x   1.00005517  =   0.99999158
 DQ3023
 DQ3023_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUM0756681522(NAD 83)
 DQ3023
 DQ3023                          SUPERSEDED SURVEY CONTROL
 DQ3023
 DQ3023.No superseded survey control is available for this station.
 DQ3023
 DQ3023_MARKER: F = FLANGE-ENCASED ROD
 DQ3023_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DQ3023_STAMPING: 0306 N 2015
 DQ3023_MARK LOGO: MNDT
 DQ3023_PROJECTION: RECESSED 5 CENTIMETERS
 DQ3023_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DQ3023_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ3023_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ3023+SATELLITE: SATELLITE OBSERVATIONS - January 26, 2017
 DQ3023_ROD/PIPE-DEPTH: 24.1 meters
 DQ3023
 DQ3023  HISTORY     - Date     Condition        Report By
 DQ3023  HISTORY     - 20150929 MONUMENTED       MNDT
 DQ3023  HISTORY     - 20170126 GOOD             MNDT
 DQ3023
 DQ3023                          STATION DESCRIPTION
 DQ3023
 DQ3023'DESCRIBED BY MN DEPT OF TRANSP 2015
 DQ3023'THE MARK IS LOCATED ABOUT 9.0 MI (14.5 KM) EAST-NORTHEAST OF FRAZEE.
 DQ3023'
 DQ3023'TO REACH THE MARK GO 10.1 MI (16.3 KM) EAST ALONG TRUNK HIGHWAY 87
 DQ3023'FORM JUNCTION OF TRUNK HIGHWAY 87 AND TRUNK HIGHWAY 10(JUNCTION IS 0.7
 DQ3023'MI (1.1 KM) SOUTHWEST OF FRAZEE), AT TRUNK HIGHWAY 87 MILE POINT 11.6.
 DQ3023'THE MARK IS LOCATED 124.0 FT (37.8 M) NORTH OF TRUNK HIGHWAY 87, 71.0
 DQ3023'FT (21.6 M) EAST OF CEDAR AVENUE, 4.7 FT (1.4 M) EAST OF RIGHT-OF-WAY
 DQ3023'POST, 1.5 FT (0.5 M) EAST OF A WITNESS POST.
 DQ3023'
 DQ3023'NOTES- THE STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM
 DQ3023'ROD DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION REMOVABLE
 DQ3023'DISK SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH
 DQ3023'PVC PIPE BACK FILLED WITH WASHED SAND.
 DQ3023
 DQ3023                          STATION RECOVERY (2017)
 DQ3023
 DQ3023'RECOVERY NOTE BY MN DEPT OF TRANSP 2017 (KXJ)
 DQ3023'9.0 MILES EAST NORTHEAST OF FRAZEE, 10.1 MILES EAST ALONG TRUNK
 DQ3023'HIGHWAY 87 FORM JUNCTION OF TRUNK HIGHWAY 87 AND TRUNK HIGHWAY
 DQ3023'10(JUNCTION IS 0.7 MILE SOUTHWEST OF FRAZEE), AT TRUNK HIGHWAY 87
 DQ3023'MILEPOINT 11.6, 124.0 FEET NORTH OF TRUNK HIGHWAY 87, 71.0 FEET EAST
 DQ3023'OF CEDAR AVENUE, 4.7 FEET EAST OF RIGHT-OF-WAY POST, 1.5 FEET EAST OF
 DQ3023'WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DQ3022 ***********************************************************************
 DQ3022  DESIGNATION -  0306 P
 DQ3022  PID         -  DQ3022
 DQ3022  STATE/COUNTY-  MN/BECKER
 DQ3022  COUNTRY     -  US
 DQ3022  USGS QUAD   -  TOAD MOUNTAIN (2019)
 DQ3022
 DQ3022                         *CURRENT SURVEY CONTROL
 DQ3022  ______________________________________________________________________
 DQ3022* NAD 83(2011) POSITION- 46 45 08.38785(N) 095 32 07.50370(W)   ADJUSTED
 DQ3022* NAD 83(2011) ELLIP HT-   407.731 (meters)        (03/15/17)   ADJUSTED
 DQ3022* NAD 83(2011) EPOCH   -  2010.00
 DQ3022* NAVD 88 ORTHO HEIGHT -   434.463 (meters)     1425.40  (feet) ADJUSTED
 DQ3022  ______________________________________________________________________
 DQ3022  GEOID HEIGHT    -        -26.716 (meters)                     GEOID18
 DQ3022  NAD 83(2011) X  -   -422,312.512 (meters)                     COMP
 DQ3022  NAD 83(2011) Y  - -4,357,646.892 (meters)                     COMP
 DQ3022  NAD 83(2011) Z  -  4,623,240.796 (meters)                     COMP
 DQ3022  LAPLACE CORR    -         -1.73  (seconds)                    DEFLEC18
 DQ3022  DYNAMIC HEIGHT  -        434.486 (meters)     1425.48  (feet) COMP
 DQ3022  MODELED GRAVITY -    980,654.3   (mgal)                       NAVD 88
 DQ3022
 DQ3022  VERT ORDER      -  SECOND    CLASS I
 DQ3022
 DQ3022  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DQ3022  Standards:
 DQ3022         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DQ3022            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DQ3022  -------------------------------------------------------------------
 DQ3022  NETWORK    0.57   1.37           0.27   0.18   0.70     -0.02653322
 DQ3022  -------------------------------------------------------------------
 DQ3022  Click here for local accuracies and other accuracy information.
 DQ3022
 DQ3022.The horizontal coordinates were established by GPS observations
 DQ3022.and adjusted by the MN DEPT OF TRANSP in March 2017.
 DQ3022
 DQ3022.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DQ3022.been affixed to the stable North American tectonic plate. See 
 DQ3022.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DQ3022
 DQ3022.The horizontal coordinates are valid at the epoch date displayed above
 DQ3022.which is a decimal equivalence of Year/Month/Day.
 DQ3022
 DQ3022.The orthometric height was determined by differential leveling and
 DQ3022.adjusted by the NATIONAL GEODETIC SURVEY
 DQ3022.in August 2019.
 DQ3022
 DQ3022.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ3022.GEOID18 height accuracy estimate available here.
 DQ3022
 DQ3022.Click photographs - Photos may exist for this station.
 DQ3022
 DQ3022.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DQ3022
 DQ3022.The Laplace correction was computed from DEFLEC18 derived deflections.
 DQ3022
 DQ3022.The ellipsoidal height was determined by GPS observations
 DQ3022.and is referenced to NAD 83.
 DQ3022
 DQ3022.The dynamic height is computed by dividing the NAVD 88
 DQ3022.geopotential number by the normal gravity value computed on the
 DQ3022.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ3022.degrees latitude (g = 980.6199 gals.).
 DQ3022
 DQ3022.The modeled gravity was interpolated from observed gravity values.
 DQ3022
 DQ3022. The following values were computed from the NAD 83(2011) position.
 DQ3022
 DQ3022;                    North         East     Units Scale Factor Converg.
 DQ3022;SPC MN C     -   295,564.969   701,794.795   MT  0.99994854   -0 55 47.5
 DQ3022;SPC MN C     -   969,699.40  2,302,471.76   sFT  0.99994854   -0 55 47.5
 DQ3022;UTM  15      - 5,180,763.821   306,358.288   MT  1.00006091   -1 50 50.5
 DQ3022
 DQ3022!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DQ3022!SPC MN C     -   0.99993609  x   0.99994854  =   0.99988463
 DQ3022!UTM  15      -   0.99993609  x   1.00006091  =   0.99999700
 DQ3022
 DQ3022_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUM0635880763(NAD 83)
 DQ3022
 DQ3022                          SUPERSEDED SURVEY CONTROL
 DQ3022
 DQ3022.No superseded survey control is available for this station.
 DQ3022
 DQ3022_MARKER: F = FLANGE-ENCASED ROD
 DQ3022_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DQ3022_STAMPING: 0306 P 2015
 DQ3022_MARK LOGO: MNDT
 DQ3022_PROJECTION: RECESSED 8 CENTIMETERS
 DQ3022_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DQ3022_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ3022_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ3022+SATELLITE: SATELLITE OBSERVATIONS - January 26, 2017
 DQ3022_ROD/PIPE-DEPTH: 7.6 meters
 DQ3022
 DQ3022  HISTORY     - Date     Condition        Report By
 DQ3022  HISTORY     - 20150929 MONUMENTED       MNDT
 DQ3022  HISTORY     - 20170126 GOOD             MNDT
 DQ3022
 DQ3022                          STATION DESCRIPTION
 DQ3022
 DQ3022'DESCRIBED BY MN DEPT OF TRANSP 2015
 DQ3022'THE MARK IS LOCATED ABOUT 8.1 MI (13.0 KM) EAST-NORTHEAST OF FRAZEE.
 DQ3022'
 DQ3022'TO REACH THE MARK GO 9.2 MI (14.8 KM) EAST ALONG TRUNK HIGHWAY 87 FROM
 DQ3022'THE JUNCTION OF TRUNK HIGHWAY 87 AND TRUNK HIGHWAY 10(JUNCTION IS 0.7
 DQ3022'MI (1.1 KM) SOUTHWEST OF FRAZEE), AT TRUNK HIGHWAY 87 MILE POINT
 DQ3022'10.75.
 DQ3022'
 DQ3022'THE MARK IS LOCATED 65.7 FT (20.0 M) SOUTH OF TRUNK HIGHWAY 87, 65.7
 DQ3022'FT (20.0 M) EAST OF BALSAM AVENUE EXTENDED, 7.3 FT (2.2 M) NORTH OF A
 DQ3022'FENCE LINE, 7.3 FT (2.2 M) NORTH OF A WITNESS POST.
 DQ3022'
 DQ3022'NOTE-THE STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM ROD
 DQ3022'DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION REMOVABLE DISK
 DQ3022'SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH PVC
 DQ3022'PIPE BACK FILLED WITH WASHED SAND.
 DQ3022
 DQ3022                          STATION RECOVERY (2017)
 DQ3022
 DQ3022'RECOVERY NOTE BY MN DEPT OF TRANSP 2017 (KXJ)
 DQ3022'8.1 MILES EAST NORTHEAST OF FRAZEE, 9.2 MILES EAST ALONG TRUNK HIGHWAY
 DQ3022'87 FROM JUNCTION OF TRUNK HIGHWAY 87 AND TRUNK HIGHWAY 10(JUNCTION IS
 DQ3022'0.7 MILE SOUTHWEST OF FRAZEE), AT TRUNK HIGHWAY 87 MILEPOINT 10.75,
 DQ3022'65.7 FEET SOUTH OF TRUNK HIGHWAY 87, 65.7 FEET EAST OF BALSAM AVENUE
 DQ3022'EXTENDED, 7.3 FEET NORTH OF FENCE LINE, 7.3 FEET NORTH OF WITNESS
 DQ3022'POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DQ3020 ***********************************************************************
 DQ3020  DESIGNATION -  0306 Q
 DQ3020  PID         -  DQ3020
 DQ3020  STATE/COUNTY-  MN/BECKER
 DQ3020  COUNTRY     -  US
 DQ3020  USGS QUAD   -  TOAD MOUNTAIN (2019)
 DQ3020
 DQ3020                         *CURRENT SURVEY CONTROL
 DQ3020  ______________________________________________________________________
 DQ3020* NAD 83(1986) POSITION- 46 45 08.26   (N) 095 32 54.35   (W)   HD_HELD1
 DQ3020* NAVD 88 ORTHO HEIGHT -   445.235 (meters)     1460.74  (feet) ADJUSTED
 DQ3020  ______________________________________________________________________
 DQ3020  GEOID HEIGHT    -        -26.708 (meters)                     GEOID18
 DQ3020  DYNAMIC HEIGHT  -        445.259 (meters)     1460.82  (feet) COMP
 DQ3020  MODELED GRAVITY -    980,653.8   (mgal)                       NAVD 88
 DQ3020
 DQ3020  VERT ORDER      -  SECOND    CLASS I
 DQ3020
 DQ3020.The horizontal coordinates were determined by differentially corrected
 DQ3020.hand held GPS observations or other comparable positioning techniques
 DQ3020.and have an estimated accuracy of +/- 3 meters.
 DQ3020
 DQ3020.The orthometric height was determined by differential leveling and
 DQ3020.adjusted by the NATIONAL GEODETIC SURVEY
 DQ3020.in August 2019.
 DQ3020
 DQ3020.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ3020.GEOID18 height accuracy estimate available here.
 DQ3020
 DQ3020.Click photographs - Photos may exist for this station.
 DQ3020
 DQ3020.The dynamic height is computed by dividing the NAVD 88
 DQ3020.geopotential number by the normal gravity value computed on the
 DQ3020.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ3020.degrees latitude (g = 980.6199 gals.).
 DQ3020
 DQ3020.The modeled gravity was interpolated from observed gravity values.
 DQ3020
 DQ3020;                    North         East    Units  Estimated Accuracy
 DQ3020;SPC MN C     -   295,577.2     700,800.6     MT  (+/- 3 meters HH1 GPS) 
 DQ3020
 DQ3020_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUM0536480792(NAD 83)
 DQ3020
 DQ3020                          SUPERSEDED SURVEY CONTROL
 DQ3020
 DQ3020.No superseded survey control is available for this station.
 DQ3020
 DQ3020_MARKER: F = FLANGE-ENCASED ROD
 DQ3020_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DQ3020_STAMPING: 0306 Q 2015
 DQ3020_MARK LOGO: MNDT
 DQ3020_PROJECTION: RECESSED 5 CENTIMETERS
 DQ3020_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DQ3020_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ3020_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ3020+SATELLITE: SATELLITE OBSERVATIONS - September 29, 2015
 DQ3020_ROD/PIPE-DEPTH: 21.0 meters
 DQ3020
 DQ3020  HISTORY     - Date     Condition        Report By
 DQ3020  HISTORY     - 20150929 MONUMENTED       MNDT
 DQ3020
 DQ3020                          STATION DESCRIPTION
 DQ3020
 DQ3020'DESCRIBED BY MN DEPT OF TRANSP 2015
 DQ3020'THE MARK IS LOCATED ABOUT 7.45 MI (11.99 KM) EAST-NORTHEAST OF FRAZEE.
 DQ3020'TO REACH THE MARK GO 8.6 MI (13.8 KM) EAST ALONG TRUNK HIGHWAY 87 FROM
 DQ3020'THE JUNCTION OF TRUNK HIGHWAY 87 AND TRUNK HIGHWAY 10(JUNCTION IS 0.7
 DQ3020'MI (1.1 KM) SOUTHWEST OF FRAZEE), AT TRUNK HIGHWAY 87 MILE POINT
 DQ3020'10.15.
 DQ3020'
 DQ3020'THE MARK IS LOCATED 59.3 FT (18.1 M) NORTH OF TRUNK HIGHWAY 87, 34.4
 DQ3020'FT (10.5 M) WEST OF ENTRANCE, 15.5 FT (4.7 M) SOUTH OF A FENCE LINE,
 DQ3020'15.5 FT (4.7 M) SOUTH OF A WITNESS POST.
 DQ3020'
 DQ3020'NOTE-THE STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM ROD
 DQ3020'DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION REMOVABLE DISK
 DQ3020'SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH PVC
 DQ3020'PIPE BACK FILLED WITH WASHED SAND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DQ3015 ***********************************************************************
 DQ3015  DESIGNATION -  0306 R
 DQ3015  PID         -  DQ3015
 DQ3015  STATE/COUNTY-  MN/BECKER
 DQ3015  COUNTRY     -  US
 DQ3015  USGS QUAD   -  LITTLE PINE LAKE (2019)
 DQ3015
 DQ3015                         *CURRENT SURVEY CONTROL
 DQ3015  ______________________________________________________________________
 DQ3015* NAD 83(2011) POSITION- 46 44 57.42813(N) 095 36 02.43016(W)   ADJUSTED
 DQ3015* NAD 83(2011) ELLIP HT-   414.360 (meters)        (03/15/17)   ADJUSTED
 DQ3015* NAD 83(2011) EPOCH   -  2010.00
 DQ3015* NAVD 88 ORTHO HEIGHT -   441.057 (meters)     1447.03  (feet) ADJUSTED
 DQ3015  ______________________________________________________________________
 DQ3015  GEOID HEIGHT    -        -26.672 (meters)                     GEOID18
 DQ3015  NAD 83(2011) X  -   -427,299.905 (meters)                     COMP
 DQ3015  NAD 83(2011) Y  - -4,357,412.936 (meters)                     COMP
 DQ3015  NAD 83(2011) Z  -  4,623,013.726 (meters)                     COMP
 DQ3015  LAPLACE CORR    -         -2.03  (seconds)                    DEFLEC18
 DQ3015  DYNAMIC HEIGHT  -        441.080 (meters)     1447.11  (feet) COMP
 DQ3015  MODELED GRAVITY -    980,651.9   (mgal)                       NAVD 88
 DQ3015
 DQ3015  VERT ORDER      -  SECOND    CLASS I
 DQ3015
 DQ3015  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DQ3015  Standards:
 DQ3015         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DQ3015            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DQ3015  -------------------------------------------------------------------
 DQ3015  NETWORK    0.63   1.47           0.29   0.21   0.75     -0.00387483
 DQ3015  -------------------------------------------------------------------
 DQ3015  Click here for local accuracies and other accuracy information.
 DQ3015
 DQ3015.The horizontal coordinates were established by GPS observations
 DQ3015.and adjusted by the MN DEPT OF TRANSP in March 2017.
 DQ3015
 DQ3015.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DQ3015.been affixed to the stable North American tectonic plate. See 
 DQ3015.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DQ3015
 DQ3015.The horizontal coordinates are valid at the epoch date displayed above
 DQ3015.which is a decimal equivalence of Year/Month/Day.
 DQ3015
 DQ3015.The orthometric height was determined by differential leveling and
 DQ3015.adjusted by the NATIONAL GEODETIC SURVEY
 DQ3015.in August 2019.
 DQ3015
 DQ3015.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ3015.GEOID18 height accuracy estimate available here.
 DQ3015
 DQ3015.Click photographs - Photos may exist for this station.
 DQ3015
 DQ3015.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DQ3015
 DQ3015.The Laplace correction was computed from DEFLEC18 derived deflections.
 DQ3015
 DQ3015.The ellipsoidal height was determined by GPS observations
 DQ3015.and is referenced to NAD 83.
 DQ3015
 DQ3015.The dynamic height is computed by dividing the NAVD 88
 DQ3015.geopotential number by the normal gravity value computed on the
 DQ3015.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ3015.degrees latitude (g = 980.6199 gals.).
 DQ3015
 DQ3015.The modeled gravity was interpolated from observed gravity values.
 DQ3015
 DQ3015. The following values were computed from the NAD 83(2011) position.
 DQ3015
 DQ3015;                    North         East     Units Scale Factor Converg.
 DQ3015;SPC MN C     -   295,309.572   696,803.870   MT  0.99994816   -0 58 37.4
 DQ3015;SPC MN C     -   968,861.49  2,286,097.36   sFT  0.99994816   -0 58 37.4
 DQ3015;UTM  15      - 5,180,588.366   301,363.291   MT  1.00008499   -1 53 41.5
 DQ3015
 DQ3015!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DQ3015!SPC MN C     -   0.99993505  x   0.99994816  =   0.99988321
 DQ3015!UTM  15      -   0.99993505  x   1.00008499  =   1.00002004
 DQ3015
 DQ3015_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUM0136380588(NAD 83)
 DQ3015
 DQ3015                          SUPERSEDED SURVEY CONTROL
 DQ3015
 DQ3015.No superseded survey control is available for this station.
 DQ3015
 DQ3015_MARKER: F = FLANGE-ENCASED ROD
 DQ3015_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DQ3015_STAMPING: 0306 R 2015
 DQ3015_MARK LOGO: MNDT
 DQ3015_PROJECTION: RECESSED 5 CENTIMETERS
 DQ3015_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DQ3015_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ3015_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ3015+SATELLITE: SATELLITE OBSERVATIONS - January 26, 2017
 DQ3015_ROD/PIPE-DEPTH: 21.0 meters
 DQ3015
 DQ3015  HISTORY     - Date     Condition        Report By
 DQ3015  HISTORY     - 20150929 MONUMENTED       MNDT
 DQ3015  HISTORY     - 20170126 GOOD             MNDT
 DQ3015
 DQ3015                          STATION DESCRIPTION
 DQ3015
 DQ3015'DESCRIBED BY MN DEPT OF TRANSP 2015
 DQ3015'THE MARK IS LOCATED ABOUT 4.9 MI (7.9 KM) EAST-NORTHEAST OF FRAZEE.
 DQ3015'
 DQ3015'TO REACH THE MARK GO 6.1 MI (9.8 KM) EAST ALONG TRUNK HIGHWAY 87 FROM
 DQ3015'THE JUNCTION OF TRUNK HIGHWAY 87 AND TRUNK HIGHWAY 10(JUNCTION IS 0.7
 DQ3015'MI (1.1 KM) SOUTHWEST OF FRAZEE), AT TRUNK HIGHWAY 87 MILE POINT 7.6.
 DQ3015'
 DQ3015'THE MARK IS LOCATED 46.4 FT (14.1 M) NORTH-NORTHWEST OF TRUNK HIGHWAY
 DQ3015'87, 97.0 FT (29.6 M) EAST-NORTHEAST OF DRIVEWAY NUMBER 38228, 1.5 FT
 DQ3015'(0.5 M) SOUTH-SOUTHEAST OF A WITNESS POST.
 DQ3015'
 DQ3015'NOTE-THE STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM ROD
 DQ3015'DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION REMOVABLE DISK
 DQ3015'SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH PVC
 DQ3015'PIPE BACK FILLED WITH WASHED SAND.
 DQ3015
 DQ3015                          STATION RECOVERY (2017)
 DQ3015
 DQ3015'RECOVERY NOTE BY MN DEPT OF TRANSP 2017 (BXH)
 DQ3015'4.9 MILES EAST NORTHEAST OF FRAZEE, 6.1 MILES EAST ALONG TRUNK HIGHWAY
 DQ3015'87 FROM JUNCTION OF TRUNK HIGHWAY 87 AND TRUNK HIGHWAY 10(JUNCTION IS
 DQ3015'0.7 MILE SOUTHWEST OF FRAZEE), AT TRUNK HIGHWAY 87 MILEPOINT 7.6, 46.4
 DQ3015'FEET NORTH NORTHWEST OF TRUNK HIGHWAY 87, 97.0 FEET EAST NORTHEAST OF
 DQ3015'DRIVEWAY NUMBER 38228, 1.5 FEET SOUTH-SOUTHEAST OF WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DQ3014 ***********************************************************************
 DQ3014  DESIGNATION -  0306 S
 DQ3014  PID         -  DQ3014
 DQ3014  STATE/COUNTY-  MN/BECKER
 DQ3014  COUNTRY     -  US
 DQ3014  USGS QUAD   -  LITTLE PINE LAKE (2019)
 DQ3014
 DQ3014                         *CURRENT SURVEY CONTROL
 DQ3014  ______________________________________________________________________
 DQ3014* NAD 83(2011) POSITION- 46 44 43.84493(N) 095 37 08.19926(W)   ADJUSTED
 DQ3014* NAD 83(2011) ELLIP HT-   402.185 (meters)        (03/15/17)   ADJUSTED
 DQ3014* NAD 83(2011) EPOCH   -  2010.00
 DQ3014* NAVD 88 ORTHO HEIGHT -   428.857 (meters)     1407.01  (feet) ADJUSTED
 DQ3014  ______________________________________________________________________
 DQ3014  GEOID HEIGHT    -        -26.659 (meters)                     GEOID18
 DQ3014  NAD 83(2011) X  -   -428,718.375 (meters)                     COMP
 DQ3014  NAD 83(2011) Y  - -4,357,572.211 (meters)                     COMP
 DQ3014  NAD 83(2011) Z  -  4,622,717.432 (meters)                     COMP
 DQ3014  LAPLACE CORR    -         -1.89  (seconds)                    DEFLEC18
 DQ3014  DYNAMIC HEIGHT  -        428.880 (meters)     1407.08  (feet) COMP
 DQ3014  MODELED GRAVITY -    980,654.0   (mgal)                       NAVD 88
 DQ3014
 DQ3014  VERT ORDER      -  SECOND    CLASS I
 DQ3014
 DQ3014  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DQ3014  Standards:
 DQ3014         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DQ3014            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DQ3014  -------------------------------------------------------------------
 DQ3014  NETWORK    0.59   1.35           0.27   0.20   0.69      0.03025604
 DQ3014  -------------------------------------------------------------------
 DQ3014  Click here for local accuracies and other accuracy information.
 DQ3014
 DQ3014.The horizontal coordinates were established by GPS observations
 DQ3014.and adjusted by the MN DEPT OF TRANSP in March 2017.
 DQ3014
 DQ3014.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DQ3014.been affixed to the stable North American tectonic plate. See 
 DQ3014.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DQ3014
 DQ3014.The horizontal coordinates are valid at the epoch date displayed above
 DQ3014.which is a decimal equivalence of Year/Month/Day.
 DQ3014
 DQ3014.The orthometric height was determined by differential leveling and
 DQ3014.adjusted by the NATIONAL GEODETIC SURVEY
 DQ3014.in August 2019.
 DQ3014
 DQ3014.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ3014.GEOID18 height accuracy estimate available here.
 DQ3014
 DQ3014.Click photographs - Photos may exist for this station.
 DQ3014
 DQ3014.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DQ3014
 DQ3014.The Laplace correction was computed from DEFLEC18 derived deflections.
 DQ3014
 DQ3014.The ellipsoidal height was determined by GPS observations
 DQ3014.and is referenced to NAD 83.
 DQ3014
 DQ3014.The dynamic height is computed by dividing the NAVD 88
 DQ3014.geopotential number by the normal gravity value computed on the
 DQ3014.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ3014.degrees latitude (g = 980.6199 gals.).
 DQ3014
 DQ3014.The modeled gravity was interpolated from observed gravity values.
 DQ3014
 DQ3014. The following values were computed from the NAD 83(2011) position.
 DQ3014
 DQ3014;                    North         East     Units Scale Factor Converg.
 DQ3014;SPC MN C     -   294,914.179   695,400.931   MT  0.99994768   -0 59 25.0
 DQ3014;SPC MN C     -   967,564.27  2,281,494.55   sFT  0.99994768   -0 59 25.0
 DQ3014;UTM  15      - 5,180,215.443   299,954.001   MT  1.00009190   -1 54 29.0
 DQ3014
 DQ3014!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DQ3014!SPC MN C     -   0.99993696  x   0.99994768  =   0.99988464
 DQ3014!UTM  15      -   0.99993696  x   1.00009190  =   1.00002885
 DQ3014
 DQ3014_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTM9995480215(NAD 83)
 DQ3014
 DQ3014                          SUPERSEDED SURVEY CONTROL
 DQ3014
 DQ3014.No superseded survey control is available for this station.
 DQ3014
 DQ3014_MARKER: F = FLANGE-ENCASED ROD
 DQ3014_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DQ3014_STAMPING: 0306 S 2015
 DQ3014_MARK LOGO: MNDT
 DQ3014_PROJECTION: RECESSED 5 CENTIMETERS
 DQ3014_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DQ3014_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ3014_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ3014+SATELLITE: SATELLITE OBSERVATIONS - January 26, 2017
 DQ3014_ROD/PIPE-DEPTH: 25.6 meters
 DQ3014
 DQ3014  HISTORY     - Date     Condition        Report By
 DQ3014  HISTORY     - 20150929 MONUMENTED       MNDT
 DQ3014  HISTORY     - 20170126 GOOD             MNDT
 DQ3014
 DQ3014                          STATION DESCRIPTION
 DQ3014
 DQ3014'DESCRIBED BY MN DEPT OF TRANSP 2015
 DQ3014'THE MARK IS LOCATED ABOUT 4.1 MI (6.6 KM) EAST-NORTHEAST OF FRAZEE.
 DQ3014'
 DQ3014'TO REACH THE MARK GO 5.2 MI (8.4 KM) EAST ALONG TRUNK HIGHWAY 87 FROM
 DQ3014'THE JUNCTION OF TRUNK HIGHWAY 87 AND TRUNK HIGHWAY 10(JUNCTION IS 0.7
 DQ3014'MI (1.1 KM) SOUTHWEST OF FRAZEE), AT TRUNK HIGHWAY 87 MILE POINT 6.7.
 DQ3014'
 DQ3014'THE MARK IS LOCATED 57.0 FT (17.4 M) NORTH OF TRUNK HIGHWAY 87, 21.4
 DQ3014'FT (6.5 M) WEST OF ENTRANCE, 3.0 FT (0.9 M) SOUTH OF A WITNESS POST.
 DQ3014'
 DQ3014'NOTE-THE STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM ROD
 DQ3014'DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION REMOVABLE DISK
 DQ3014'SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH PVC
 DQ3014'PIPE BACK FILLED WITH WASHED SAND.
 DQ3014
 DQ3014                          STATION RECOVERY (2017)
 DQ3014
 DQ3014'RECOVERY NOTE BY MN DEPT OF TRANSP 2017 (BXH)
 DQ3014'4.1 MILES EAST NORTHEAST OF FRAZEE, 5.2 MILES EAST ALONG TRUNK HIGHWAY
 DQ3014'87 FROM JUNCTION OF TRUNK HIGHWAY 87 AND TRUNK HIGHWAY 10(JUNCTION IS
 DQ3014'0.7 MILE SOUTHWEST OF FRAZEE), AT TRUNK HIGHWAY 87 MILEPOINT 6.7, 57.0
 DQ3014'FEET NORTH OF TRUNK HIGHWAY 87, 21.4 FEET WEST OF ENTRANCE, 3.0 FEET
 DQ3014'SOUTH OF WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DQ3008 ***********************************************************************
 DQ3008  DESIGNATION -  0306 T
 DQ3008  PID         -  DQ3008
 DQ3008  STATE/COUNTY-  MN/BECKER
 DQ3008  COUNTRY     -  US
 DQ3008  USGS QUAD   -  FRAZEE (2019)
 DQ3008
 DQ3008                         *CURRENT SURVEY CONTROL
 DQ3008  ______________________________________________________________________
 DQ3008* NAD 83(2011) POSITION- 46 43 57.45310(N) 095 40 54.17088(W)   ADJUSTED
 DQ3008* NAD 83(2011) ELLIP HT-   407.679 (meters)        (03/15/17)   ADJUSTED
 DQ3008* NAD 83(2011) EPOCH   -  2010.00
 DQ3008* NAVD 88 ORTHO HEIGHT -   434.301 (meters)     1424.87  (feet) ADJUSTED
 DQ3008  ______________________________________________________________________
 DQ3008  GEOID HEIGHT    -        -26.614 (meters)                     GEOID18
 DQ3008  NAD 83(2011) X  -   -433,595.679 (meters)                     COMP
 DQ3008  NAD 83(2011) Y  - -4,358,141.846 (meters)                     COMP
 DQ3008  NAD 83(2011) Z  -  4,621,739.612 (meters)                     COMP
 DQ3008  LAPLACE CORR    -         -1.45  (seconds)                    DEFLEC18
 DQ3008  DYNAMIC HEIGHT  -        434.327 (meters)     1424.95  (feet) COMP
 DQ3008  MODELED GRAVITY -    980,661.1   (mgal)                       NAVD 88
 DQ3008
 DQ3008  VERT ORDER      -  SECOND    CLASS I
 DQ3008
 DQ3008  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DQ3008  Standards:
 DQ3008         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DQ3008            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DQ3008  -------------------------------------------------------------------
 DQ3008  NETWORK    0.54   1.29           0.26   0.16   0.66     -0.04723886
 DQ3008  -------------------------------------------------------------------
 DQ3008  Click here for local accuracies and other accuracy information.
 DQ3008
 DQ3008.The horizontal coordinates were established by GPS observations
 DQ3008.and adjusted by the MN DEPT OF TRANSP in March 2017.
 DQ3008
 DQ3008.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DQ3008.been affixed to the stable North American tectonic plate. See 
 DQ3008.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DQ3008
 DQ3008.The horizontal coordinates are valid at the epoch date displayed above
 DQ3008.which is a decimal equivalence of Year/Month/Day.
 DQ3008
 DQ3008.The orthometric height was determined by differential leveling and
 DQ3008.adjusted by the NATIONAL GEODETIC SURVEY
 DQ3008.in August 2019.
 DQ3008
 DQ3008.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ3008.GEOID18 height accuracy estimate available here.
 DQ3008
 DQ3008.Click photographs - Photos may exist for this station.
 DQ3008
 DQ3008.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DQ3008
 DQ3008.The Laplace correction was computed from DEFLEC18 derived deflections.
 DQ3008
 DQ3008.The ellipsoidal height was determined by GPS observations
 DQ3008.and is referenced to NAD 83.
 DQ3008
 DQ3008.The dynamic height is computed by dividing the NAVD 88
 DQ3008.geopotential number by the normal gravity value computed on the
 DQ3008.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ3008.degrees latitude (g = 980.6199 gals.).
 DQ3008
 DQ3008.The modeled gravity was interpolated from observed gravity values.
 DQ3008
 DQ3008. The following values were computed from the NAD 83(2011) position.
 DQ3008
 DQ3008;                    North         East     Units Scale Factor Converg.
 DQ3008;SPC MN C     -   293,566.733   690,579.392   MT  0.99994609   -1 02 08.5
 DQ3008;SPC MN C     -   963,143.52  2,265,675.89   sFT  0.99994609   -1 02 08.5
 DQ3008;UTM  15      - 5,178,945.198   295,110.738   MT  1.00011601   -1 57 12.2
 DQ3008
 DQ3008!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DQ3008!SPC MN C     -   0.99993610  x   0.99994609  =   0.99988219
 DQ3008!UTM  15      -   0.99993610  x   1.00011601  =   1.00005210
 DQ3008
 DQ3008_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTM9511078945(NAD 83)
 DQ3008
 DQ3008                          SUPERSEDED SURVEY CONTROL
 DQ3008
 DQ3008.No superseded survey control is available for this station.
 DQ3008
 DQ3008_MARKER: F = FLANGE-ENCASED ROD
 DQ3008_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DQ3008_STAMPING: 0306 T 2015
 DQ3008_MARK LOGO: MNDT
 DQ3008_PROJECTION: RECESSED 5 CENTIMETERS
 DQ3008_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DQ3008_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ3008_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ3008+SATELLITE: SATELLITE OBSERVATIONS - January 26, 2017
 DQ3008_ROD/PIPE-DEPTH: 34.1 meters
 DQ3008
 DQ3008  HISTORY     - Date     Condition        Report By
 DQ3008  HISTORY     - 20150929 MONUMENTED       MNDT
 DQ3008  HISTORY     - 20170126 GOOD             MNDT
 DQ3008
 DQ3008                          STATION DESCRIPTION
 DQ3008
 DQ3008'DESCRIBED BY MN DEPT OF TRANSP 2015
 DQ3008'THE MARK IS LOCATED ABOUT 1.0 MI (1.6 KM) EAST-NORTHEAST OF FRAZEE.
 DQ3008'
 DQ3008'TO REACH THE MARK GO 1.9 MI (3.1 KM) EAST ALONG TRUNK HIGHWAY 87 FROM
 DQ3008'THE JUNCTION OF TRUNK HIGHWAY 87 AND TRUNK HIGHWAY 10(JUNCTION IS 0.7
 DQ3008'MI (1.1 KM) SOUTHWEST OF FRAZEE), AT TRUNK HIGHWAY 87 MILE POINT 3.45.
 DQ3008'THE MARK IS LOCATED 71.3 FT (21.7 M) SOUTH-SOUTHEAST OF TRUNK HIGHWAY
 DQ3008'87, 109.2 FT (33.3 M) EAST-NORTHEAST OF DRIVEWAY NUMBER 34325, 4.6 FT
 DQ3008'(1.4 M) NORTH-NORTHWEST OF RIGHT-OF-WAY AND WITNESS POST.
 DQ3008'
 DQ3008'NOTE-THE STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM ROD
 DQ3008'DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION REMOVABLE DISK
 DQ3008'SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH PVC
 DQ3008'PIPE BACK FILLED WITH WASHED SAND.
 DQ3008
 DQ3008                          STATION RECOVERY (2017)
 DQ3008
 DQ3008'RECOVERY NOTE BY MN DEPT OF TRANSP 2017 (DXS)
 DQ3008'1.0 MILE EAST NORTHEAST OF FRAZEE, 1.9 MILES EAST ALONG TRUNK HIGHWAY
 DQ3008'87 FROM JUNCTION OF TRUNK HIGHWAY 87 AND TRUNK HIGHWAY 10(JUNCTION IS
 DQ3008'0.7 MILE SOUTHWEST OF FRAZEE), AT TRUNK HIGHWAY 87 MILEPOINT 3.45,
 DQ3008'71.3 FEET SOUTH SOUTHEAST OF TRUNK HIGHWAY 87, 109.2 FEET
 DQ3008'EAST-NORTHEAST OF DRIVEWAY NUMBER 34325, 4.6 FEET NORTH-NORTHWEST OF
 DQ3008'RIGHT-OF-WAY AND WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DQ3007 ***********************************************************************
 DQ3007  DESIGNATION -  0306 U
 DQ3007  PID         -  DQ3007
 DQ3007  STATE/COUNTY-  MN/BECKER
 DQ3007  COUNTRY     -  US
 DQ3007  USGS QUAD   -  FRAZEE (2019)
 DQ3007
 DQ3007                         *CURRENT SURVEY CONTROL
 DQ3007  ______________________________________________________________________
 DQ3007* NAD 83(2011) POSITION- 46 43 50.05520(N) 095 41 47.81390(W)   ADJUSTED
 DQ3007* NAD 83(2011) ELLIP HT-   396.770 (meters)        (03/15/17)   ADJUSTED
 DQ3007* NAD 83(2011) EPOCH   -  2010.00
 DQ3007* NAVD 88 ORTHO HEIGHT -   423.399 (meters)     1389.10  (feet) ADJUSTED
 DQ3007  ______________________________________________________________________
 DQ3007  GEOID HEIGHT    -        -26.606 (meters)                     GEOID18
 DQ3007  NAD 83(2011) X  -   -434,744.851 (meters)                     COMP
 DQ3007  NAD 83(2011) Y  - -4,358,187.023 (meters)                     COMP
 DQ3007  NAD 83(2011) Z  -  4,621,575.081 (meters)                     COMP
 DQ3007  LAPLACE CORR    -         -1.32  (seconds)                    DEFLEC18
 DQ3007  DYNAMIC HEIGHT  -        423.423 (meters)     1389.18  (feet) COMP
 DQ3007  MODELED GRAVITY -    980,658.2   (mgal)                       NAVD 88
 DQ3007
 DQ3007  VERT ORDER      -  SECOND    CLASS I
 DQ3007
 DQ3007  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DQ3007  Standards:
 DQ3007         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DQ3007            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DQ3007  -------------------------------------------------------------------
 DQ3007  NETWORK    0.60   1.39           0.28   0.20   0.71      0.01635378
 DQ3007  -------------------------------------------------------------------
 DQ3007  Click here for local accuracies and other accuracy information.
 DQ3007
 DQ3007.The horizontal coordinates were established by GPS observations
 DQ3007.and adjusted by the MN DEPT OF TRANSP in March 2017.
 DQ3007
 DQ3007.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DQ3007.been affixed to the stable North American tectonic plate. See 
 DQ3007.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DQ3007
 DQ3007.The horizontal coordinates are valid at the epoch date displayed above
 DQ3007.which is a decimal equivalence of Year/Month/Day.
 DQ3007
 DQ3007.The orthometric height was determined by differential leveling and
 DQ3007.adjusted by the NATIONAL GEODETIC SURVEY
 DQ3007.in August 2019.
 DQ3007
 DQ3007.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ3007.GEOID18 height accuracy estimate available here.
 DQ3007
 DQ3007.Click photographs - Photos may exist for this station.
 DQ3007
 DQ3007.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DQ3007
 DQ3007.The Laplace correction was computed from DEFLEC18 derived deflections.
 DQ3007
 DQ3007.The ellipsoidal height was determined by GPS observations
 DQ3007.and is referenced to NAD 83.
 DQ3007
 DQ3007.The dynamic height is computed by dividing the NAVD 88
 DQ3007.geopotential number by the normal gravity value computed on the
 DQ3007.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ3007.degrees latitude (g = 980.6199 gals.).
 DQ3007
 DQ3007.The modeled gravity was interpolated from observed gravity values.
 DQ3007
 DQ3007. The following values were computed from the NAD 83(2011) position.
 DQ3007
 DQ3007;                    North         East     Units Scale Factor Converg.
 DQ3007;SPC MN C     -   293,359.034   689,436.531   MT  0.99994585   -1 02 47.3
 DQ3007;SPC MN C     -   962,462.10  2,261,926.35   sFT  0.99994585   -1 02 47.3
 DQ3007;UTM  15      - 5,178,755.797   293,964.498   MT  1.00012180   -1 57 51.1
 DQ3007
 DQ3007!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DQ3007!SPC MN C     -   0.99993781  x   0.99994585  =   0.99988366
 DQ3007!UTM  15      -   0.99993781  x   1.00012180  =   1.00005960
 DQ3007
 DQ3007_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTM9396478755(NAD 83)
 DQ3007
 DQ3007                          SUPERSEDED SURVEY CONTROL
 DQ3007
 DQ3007.No superseded survey control is available for this station.
 DQ3007
 DQ3007_MARKER: F = FLANGE-ENCASED ROD
 DQ3007_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DQ3007_STAMPING: 0306 U 2015
 DQ3007_MARK LOGO: MNDT
 DQ3007_PROJECTION: RECESSED 5 CENTIMETERS
 DQ3007_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DQ3007_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ3007_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ3007+SATELLITE: SATELLITE OBSERVATIONS - January 26, 2017
 DQ3007_ROD/PIPE-DEPTH: 16.8 meters
 DQ3007
 DQ3007  HISTORY     - Date     Condition        Report By
 DQ3007  HISTORY     - 20150929 MONUMENTED       MNDT
 DQ3007  HISTORY     - 20170126 GOOD             MNDT
 DQ3007
 DQ3007                          STATION DESCRIPTION
 DQ3007
 DQ3007'DESCRIBED BY MN DEPT OF TRANSP 2015
 DQ3007'THE MARK IS LOCATED ABOUT IN FRAZEE.
 DQ3007'
 DQ3007'TO REACH THE MARK GO 1.2 MI (1.9 KM) EAST ALONG TRUNK HIGHWAY 87 FROM
 DQ3007'THE JUNCTION OF TRUNK HIGHWAY 87 AND TRUNK HIGHWAY 10(JUNCTION IS 0.7
 DQ3007'MI (1.1 KM) SOUTHWEST OF FRAZEE), AT TRUNK HIGHWAY 87 MILE POINT 2.7.
 DQ3007'
 DQ3007'THE MARK IS LOCATED 64.7 FT (19.7 M) NORTH OF TRUNK HIGHWAY 87, 60.8
 DQ3007'FT (18.5 M) EAST OF NORTH RIVER DRIVE, 1.5 FT (0.5 M) SOUTH OF A
 DQ3007'WITNESS POST.
 DQ3007'
 DQ3007'NOTE-THE STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM ROD
 DQ3007'DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION REMOVABLE DISK
 DQ3007'SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH PVC
 DQ3007'PIPE BACK FILLED WITH WASHED SAND.
 DQ3007
 DQ3007                          STATION RECOVERY (2017)
 DQ3007
 DQ3007'RECOVERY NOTE BY MN DEPT OF TRANSP 2017 (KXV)
 DQ3007'IN FRAZEE, 1.2 MILES EAST ALONG TRUNK HIGHWAY 87 FROM JUNCTION OF
 DQ3007'TRUNK HIGHWAY 87 AND TRUNK HIGHWAY 10(JUNCTION IS 0.7 MILE SOUTHWEST
 DQ3007'OF FRAZEE), AT TRUNK HIGHWAY 87 MILEPOINT 2.7, 64.7 FEET NORTH OF
 DQ3007'TRUNK HIGHWAY 87, 60.8 FEET EAST OF NORTH RIVER DRIVE, 1.5 FEET SOUTH
 DQ3007'OF WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DQ4152 ***********************************************************************
 DQ4152  DESIGNATION -  0307 A
 DQ4152  PID         -  DQ4152
 DQ4152  STATE/COUNTY-  MN/BECKER
 DQ4152  COUNTRY     -  US
 DQ4152  USGS QUAD   -  TULABY LAKE (2019)
 DQ4152
 DQ4152                         *CURRENT SURVEY CONTROL
 DQ4152  ______________________________________________________________________
 DQ4152* NAD 83(2011) POSITION- 47 08 53.16946(N) 095 33 00.95839(W)   ADJUSTED
 DQ4152* NAD 83(2011) ELLIP HT-   463.842 (meters)        (07/16/24)   ADJUSTED
 DQ4152* NAD 83(2011) EPOCH   -  2010.00
 DQ4152* NAVD 88 ORTHO HEIGHT -   490.869 (meters)     1610.46  (feet) ADJUSTED
 DQ4152  ______________________________________________________________________
 DQ4152  GEOID HEIGHT    -        -27.028 (meters)                     GEOID18
 DQ4152  NAD 83(2011) X  -   -420,335.594 (meters)                     COMP
 DQ4152  NAD 83(2011) Y  - -4,325,572.022 (meters)                     COMP
 DQ4152  NAD 83(2011) Z  -  4,653,318.302 (meters)                     COMP
 DQ4152  LAPLACE CORR    -          0.11  (seconds)                    DEFLEC18
 DQ4152  DYNAMIC HEIGHT  -        490.905 (meters)     1610.58  (feet) COMP
 DQ4152  MODELED GRAVITY -    980,671.3   (mgal)                       NAVD 88
 DQ4152
 DQ4152  VERT ORDER      -  SECOND    CLASS I
 DQ4152
 DQ4152  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DQ4152  Standards:
 DQ4152         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DQ4152            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DQ4152  -------------------------------------------------------------------
 DQ4152  NETWORK    0.39   0.80           0.18   0.13   0.41     -0.02459402
 DQ4152  -------------------------------------------------------------------
 DQ4152  Click here for local accuracies and other accuracy information.
 DQ4152
 DQ4152.The horizontal coordinates were established by GPS observations
 DQ4152.and adjusted by the MN DEPT OF TRANSP in July 2024.
 DQ4152
 DQ4152.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DQ4152.been affixed to the stable North American tectonic plate. See 
 DQ4152.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DQ4152
 DQ4152.The horizontal coordinates are valid at the epoch date displayed above
 DQ4152.which is a decimal equivalence of Year/Month/Day.
 DQ4152
 DQ4152.The orthometric height was determined by differential leveling and
 DQ4152.adjusted by the NATIONAL GEODETIC SURVEY
 DQ4152.in August 2019.
 DQ4152
 DQ4152.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ4152.GEOID18 height accuracy estimate available here.
 DQ4152
 DQ4152.Click photographs - Photos may exist for this station.
 DQ4152
 DQ4152.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DQ4152
 DQ4152.The Laplace correction was computed from DEFLEC18 derived deflections.
 DQ4152
 DQ4152.The ellipsoidal height was determined by GPS observations
 DQ4152.and is referenced to NAD 83.
 DQ4152
 DQ4152.The dynamic height is computed by dividing the NAVD 88
 DQ4152.geopotential number by the normal gravity value computed on the
 DQ4152.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ4152.degrees latitude (g = 980.6199 gals.).
 DQ4152
 DQ4152.The modeled gravity was interpolated from observed gravity values.
 DQ4152
 DQ4152. The following values were computed from the NAD 83(2011) position.
 DQ4152
 DQ4152;                    North         East     Units Scale Factor Converg.
 DQ4152;SPC MN C     -   339,574.750   701,382.725   MT  1.00002293   -0 56 26.1
 DQ4152;SPC MN C     - 1,114,088.16  2,301,119.82   sFT  1.00002293   -0 56 26.1
 DQ4152;UTM  15      - 5,224,777.979   306,655.665   MT  1.00005945   -1 52 12.8
 DQ4152
 DQ4152!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DQ4152!SPC MN C     -   0.99992730  x   1.00002293  =   0.99995023
 DQ4152!UTM  15      -   0.99992730  x   1.00005945  =   0.99998675
 DQ4152
 DQ4152_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUN0665524777(NAD 83)
 DQ4152
 DQ4152                          SUPERSEDED SURVEY CONTROL
 DQ4152
 DQ4152.No superseded survey control is available for this station.
 DQ4152
 DQ4152_MARKER: F = FLANGE-ENCASED ROD
 DQ4152_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DQ4152_STAMPING: 0307 A 2015
 DQ4152_MARK LOGO: MNDT
 DQ4152_PROJECTION: RECESSED 8 CENTIMETERS
 DQ4152_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DQ4152_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ4152_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ4152+SATELLITE: SATELLITE OBSERVATIONS - December 13, 2023
 DQ4152_ROD/PIPE-DEPTH: 13.4 meters
 DQ4152
 DQ4152  HISTORY     - Date     Condition        Report By
 DQ4152  HISTORY     - 20150916 MONUMENTED       MNDT
 DQ4152  HISTORY     - 20210630 GOOD             MNDT
 DQ4152  HISTORY     - 20231213 GOOD             MNDT
 DQ4152
 DQ4152                          STATION DESCRIPTION
 DQ4152
 DQ4152'DESCRIBED BY MN DEPT OF TRANSP 2015
 DQ4152'THE MARK IS LOCATED ABOUT 18.3 MI (29.4 KM) EAST OF WAUBUN, 18.95 MI
 DQ4152'(30.49 KM) EAST ALONG TRUNK HIGHWAY 113  FROM THE JUNCTION OF TRUNK
 DQ4152'HIGHWAY 113 AND TRUNK HIGHWAY 59 IN WAUBUN, AT TRUNK HIGHWAY 113 MILE
 DQ4152'POINT 34.25, 42.3 FT (12.9 M) NORTH OF TRUNK HIGHWAY 113, 27.4 FT (8.4
 DQ4152'M) WEST OF SAWMILL LAKE ROAD NUMBER 39996, 5.0 FT (1.5 M) SOUTH OF A
 DQ4152'WITNESS POST.
 DQ4152
 DQ4152                          STATION RECOVERY (2021)
 DQ4152
 DQ4152'RECOVERY NOTE BY MN DEPT OF TRANSP 2021 (DAS)
 DQ4152'RECOVERED IN GOOD CONDITION.
 DQ4152
 DQ4152                          STATION RECOVERY (2023)
 DQ4152
 DQ4152'RECOVERY NOTE BY MN DEPT OF TRANSP 2023 (KMS)
 DQ4152'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DQ4151 ***********************************************************************
 DQ4151  DESIGNATION -  0307 B
 DQ4151  PID         -  DQ4151
 DQ4151  STATE/COUNTY-  MN/CLEARWATER
 DQ4151  COUNTRY     -  US
 DQ4151  USGS QUAD   -  TULABY LAKE (2019)
 DQ4151
 DQ4151                         *CURRENT SURVEY CONTROL
 DQ4151  ______________________________________________________________________
 DQ4151* NAD 83(2011) POSITION- 47 09 08.49187(N) 095 31 56.93965(W)   ADJUSTED
 DQ4151* NAD 83(2011) ELLIP HT-   449.749 (meters)        (07/16/24)   ADJUSTED
 DQ4151* NAD 83(2011) EPOCH   -  2010.00
 DQ4151* NAVD 88 ORTHO HEIGHT -   476.788 (meters)     1564.26  (feet) ADJUSTED
 DQ4151  ______________________________________________________________________
 DQ4151  GEOID HEIGHT    -        -27.039 (meters)                     GEOID18
 DQ4151  NAD 83(2011) X  -   -418,958.667 (meters)                     COMP
 DQ4151  NAD 83(2011) Y  - -4,325,347.418 (meters)                     COMP
 DQ4151  NAD 83(2011) Z  -  4,653,629.793 (meters)                     COMP
 DQ4151  LAPLACE CORR    -         -0.02  (seconds)                    DEFLEC18
 DQ4151  DYNAMIC HEIGHT  -        476.822 (meters)     1564.37  (feet) COMP
 DQ4151  MODELED GRAVITY -    980,669.2   (mgal)                       NAVD 88
 DQ4151
 DQ4151  VERT ORDER      -  SECOND    CLASS I
 DQ4151
 DQ4151  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DQ4151  Standards:
 DQ4151         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DQ4151            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DQ4151  -------------------------------------------------------------------
 DQ4151  NETWORK    0.44   0.78           0.20   0.15   0.40     -0.03161306
 DQ4151  -------------------------------------------------------------------
 DQ4151  Click here for local accuracies and other accuracy information.
 DQ4151
 DQ4151.The horizontal coordinates were established by GPS observations
 DQ4151.and adjusted by the MN DEPT OF TRANSP in July 2024.
 DQ4151
 DQ4151.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DQ4151.been affixed to the stable North American tectonic plate. See 
 DQ4151.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DQ4151
 DQ4151.The horizontal coordinates are valid at the epoch date displayed above
 DQ4151.which is a decimal equivalence of Year/Month/Day.
 DQ4151
 DQ4151.The orthometric height was determined by differential leveling and
 DQ4151.adjusted by the NATIONAL GEODETIC SURVEY
 DQ4151.in August 2019.
 DQ4151
 DQ4151.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ4151.GEOID18 height accuracy estimate available here.
 DQ4151
 DQ4151.Click photographs - Photos may exist for this station.
 DQ4151
 DQ4151.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DQ4151
 DQ4151.The Laplace correction was computed from DEFLEC18 derived deflections.
 DQ4151
 DQ4151.The ellipsoidal height was determined by GPS observations
 DQ4151.and is referenced to NAD 83.
 DQ4151
 DQ4151.The dynamic height is computed by dividing the NAVD 88
 DQ4151.geopotential number by the normal gravity value computed on the
 DQ4151.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ4151.degrees latitude (g = 980.6199 gals.).
 DQ4151
 DQ4151.The modeled gravity was interpolated from observed gravity values.
 DQ4151
 DQ4151. The following values were computed from the NAD 83(2011) position.
 DQ4151
 DQ4151;                    North         East     Units Scale Factor Converg.
 DQ4151;SPC MN N     -   175,427.849   615,556.991   MT  0.99997335   -1 48 10.8
 DQ4151;SPC MN N     -   575,549.53  2,019,539.89   sFT  0.99997335   -1 48 10.8
 DQ4151;UTM  15      - 5,225,207.070   308,019.124   MT  1.00005299   -1 51 26.3
 DQ4151
 DQ4151!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DQ4151!SPC MN N     -   0.99992951  x   0.99997335  =   0.99990286
 DQ4151!UTM  15      -   0.99992951  x   1.00005299  =   0.99998249
 DQ4151
 DQ4151_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUN0801925207(NAD 83)
 DQ4151
 DQ4151                          SUPERSEDED SURVEY CONTROL
 DQ4151
 DQ4151.No superseded survey control is available for this station.
 DQ4151
 DQ4151_MARKER: F = FLANGE-ENCASED ROD
 DQ4151_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DQ4151_STAMPING: 0307 B 2015
 DQ4151_MARK LOGO: MNDT
 DQ4151_PROJECTION: RECESSED 5 CENTIMETERS
 DQ4151_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DQ4151_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ4151_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ4151+SATELLITE: SATELLITE OBSERVATIONS - December 11, 2023
 DQ4151_ROD/PIPE-DEPTH: 4.3 meters
 DQ4151
 DQ4151  HISTORY     - Date     Condition        Report By
 DQ4151  HISTORY     - 20150916 MONUMENTED       MNDT
 DQ4151  HISTORY     - 20231211 GOOD             MNDT
 DQ4151
 DQ4151                          STATION DESCRIPTION
 DQ4151
 DQ4151'DESCRIBED BY MN DEPT OF TRANSP 2015
 DQ4151'THE MARK IS LOCATED ABOUT 19.3 MI (31.1 KM) EAST OF WAUBUN, 19.9 MI
 DQ4151'(32.0 KM) EAST ALONG TRUNK HIGHWAY 113  FROM THE JUNCTION OF TRUNK
 DQ4151'HIGHWAY 113 AND TRUNK HIGHWAY 59 IN WAUBUN, AT TRUNK HIGHWAY 113 MILE
 DQ4151'POINT 35.20, 35.6 FT (10.9 M) NORTH OF TRUNK HIGHWAY 113, 19.5 FT (5.9
 DQ4151'M) WEST OF ENTRANCE, 1.5 FT (0.5 M) EAST OF A WITNESS POST.
 DQ4151
 DQ4151                          STATION RECOVERY (2023)
 DQ4151
 DQ4151'RECOVERY NOTE BY MN DEPT OF TRANSP 2023 (KMS)
 DQ4151'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DQ4150 ***********************************************************************
 DQ4150  DESIGNATION -  0307 C
 DQ4150  PID         -  DQ4150
 DQ4150  STATE/COUNTY-  MN/BECKER
 DQ4150  COUNTRY     -  US
 DQ4150  USGS QUAD   -  TULABY LAKE (2019)
 DQ4150
 DQ4150                         *CURRENT SURVEY CONTROL
 DQ4150  ______________________________________________________________________
 DQ4150* NAD 83(2011) POSITION- 47 08 54.82582(N) 095 31 09.94519(W)   ADJUSTED
 DQ4150* NAD 83(2011) ELLIP HT-   455.068 (meters)        (07/16/24)   ADJUSTED
 DQ4150* NAD 83(2011) EPOCH   -  2010.00
 DQ4150* NAVD 88 ORTHO HEIGHT -   482.105 (meters)     1581.71  (feet) ADJUSTED
 DQ4150  ______________________________________________________________________
 DQ4150  GEOID HEIGHT    -        -27.028 (meters)                     GEOID18
 DQ4150  NAD 83(2011) X  -   -418,003.298 (meters)                     COMP
 DQ4150  NAD 83(2011) Y  - -4,325,754.355 (meters)                     COMP
 DQ4150  NAD 83(2011) Z  -  4,653,346.660 (meters)                     COMP
 DQ4150  LAPLACE CORR    -          0.25  (seconds)                    DEFLEC18
 DQ4150  DYNAMIC HEIGHT  -        482.140 (meters)     1581.82  (feet) COMP
 DQ4150  MODELED GRAVITY -    980,669.5   (mgal)                       NAVD 88
 DQ4150
 DQ4150  VERT ORDER      -  SECOND    CLASS I
 DQ4150
 DQ4150  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DQ4150  Standards:
 DQ4150         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DQ4150            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DQ4150  -------------------------------------------------------------------
 DQ4150  NETWORK    0.45   0.82           0.21   0.15   0.42     -0.05809369
 DQ4150  -------------------------------------------------------------------
 DQ4150  Click here for local accuracies and other accuracy information.
 DQ4150
 DQ4150.The horizontal coordinates were established by GPS observations
 DQ4150.and adjusted by the MN DEPT OF TRANSP in July 2024.
 DQ4150
 DQ4150.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DQ4150.been affixed to the stable North American tectonic plate. See 
 DQ4150.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DQ4150
 DQ4150.The horizontal coordinates are valid at the epoch date displayed above
 DQ4150.which is a decimal equivalence of Year/Month/Day.
 DQ4150
 DQ4150.The orthometric height was determined by differential leveling and
 DQ4150.adjusted by the NATIONAL GEODETIC SURVEY
 DQ4150.in August 2019.
 DQ4150
 DQ4150.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ4150.GEOID18 height accuracy estimate available here.
 DQ4150
 DQ4150.Click photographs - Photos may exist for this station.
 DQ4150
 DQ4150.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DQ4150
 DQ4150.The Laplace correction was computed from DEFLEC18 derived deflections.
 DQ4150
 DQ4150.The ellipsoidal height was determined by GPS observations
 DQ4150.and is referenced to NAD 83.
 DQ4150
 DQ4150.The dynamic height is computed by dividing the NAVD 88
 DQ4150.geopotential number by the normal gravity value computed on the
 DQ4150.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ4150.degrees latitude (g = 980.6199 gals.).
 DQ4150
 DQ4150.The modeled gravity was interpolated from observed gravity values.
 DQ4150
 DQ4150. The following values were computed from the NAD 83(2011) position.
 DQ4150
 DQ4150;                    North         East     Units Scale Factor Converg.
 DQ4150;SPC MN C     -   339,587.956   703,722.141   MT  1.00002304   -0 55 05.8
 DQ4150;SPC MN C     - 1,114,131.49  2,308,795.06   sFT  1.00002304   -0 55 05.8
 DQ4150;UTM  15      - 5,224,753.234   308,995.059   MT  1.00004840   -1 50 51.4
 DQ4150
 DQ4150!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DQ4150!SPC MN C     -   0.99992867  x   1.00002304  =   0.99995171
 DQ4150!UTM  15      -   0.99992867  x   1.00004840  =   0.99997707
 DQ4150
 DQ4150_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUN0899524753(NAD 83)
 DQ4150
 DQ4150                          SUPERSEDED SURVEY CONTROL
 DQ4150
 DQ4150.No superseded survey control is available for this station.
 DQ4150
 DQ4150_MARKER: F = FLANGE-ENCASED ROD
 DQ4150_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DQ4150_STAMPING: 0307 C 2015
 DQ4150_MARK LOGO: MNDT
 DQ4150_PROJECTION: RECESSED 8 CENTIMETERS
 DQ4150_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DQ4150_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ4150_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ4150+SATELLITE: SATELLITE OBSERVATIONS - December 11, 2023
 DQ4150_ROD/PIPE-DEPTH: 7.3 meters
 DQ4150
 DQ4150  HISTORY     - Date     Condition        Report By
 DQ4150  HISTORY     - 20150916 MONUMENTED       MNDT
 DQ4150  HISTORY     - 20210630 GOOD             MNDT
 DQ4150  HISTORY     - 20231211 GOOD             MNDT
 DQ4150
 DQ4150                          STATION DESCRIPTION
 DQ4150
 DQ4150'DESCRIBED BY MN DEPT OF TRANSP 2015
 DQ4150'THE MARK IS LOCATED ABOUT 19.6 MI (31.5 KM) EAST OF WAUBUN, 20.6 MI
 DQ4150'(33.1 KM) EAST ALONG TRUNK HIGHWAY 113  FROM THE JUNCTION OF TRUNK
 DQ4150'HIGHWAY 113 AND TRUNK HIGHWAY 59 IN WAUBUN, AT TRUNK HIGHWAY 113 MILE
 DQ4150'POINT 35.90, 45.7 FT (13.9 M) SOUTHWEST OF TRUNK HIGHWAY 113, 38.9 FT
 DQ4150'(11.9 M) SOUTHEAST OF ANDER ROAD, 1.5 FT (0.5 M) NORTHEAST OF A
 DQ4150'WITNESS POST.
 DQ4150
 DQ4150                          STATION RECOVERY (2021)
 DQ4150
 DQ4150'RECOVERY NOTE BY MN DEPT OF TRANSP 2021 (DAS)
 DQ4150'RECOVERED IN GOOD CONDITION.
 DQ4150
 DQ4150                          STATION RECOVERY (2023)
 DQ4150
 DQ4150'RECOVERY NOTE BY MN DEPT OF TRANSP 2023 (KMS)
 DQ4150'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DQ4148 ***********************************************************************
 DQ4148  DESIGNATION -  0307 D
 DQ4148  PID         -  DQ4148
 DQ4148  STATE/COUNTY-  MN/BECKER
 DQ4148  COUNTRY     -  US
 DQ4148  USGS QUAD   -  TULABY LAKE (2019)
 DQ4148
 DQ4148                         *CURRENT SURVEY CONTROL
 DQ4148  ______________________________________________________________________
 DQ4148* NAD 83(2011) POSITION- 47 08 41.14830(N) 095 30 13.60985(W)   ADJUSTED
 DQ4148* NAD 83(2011) ELLIP HT-   446.000 (meters)        (07/16/24)   ADJUSTED
 DQ4148* NAD 83(2011) EPOCH   -  2010.00
 DQ4148* NAVD 88 ORTHO HEIGHT -   473.023 (meters)     1551.91  (feet) ADJUSTED
 DQ4148  ______________________________________________________________________
 DQ4148  GEOID HEIGHT    -        -27.013 (meters)                     GEOID18
 DQ4148  NAD 83(2011) X  -   -416,850.936 (meters)                     COMP
 DQ4148  NAD 83(2011) Y  - -4,326,170.463 (meters)                     COMP
 DQ4148  NAD 83(2011) Z  -  4,653,052.719 (meters)                     COMP
 DQ4148  LAPLACE CORR    -          0.45  (seconds)                    DEFLEC18
 DQ4148  DYNAMIC HEIGHT  -        473.056 (meters)     1552.02  (feet) COMP
 DQ4148  MODELED GRAVITY -    980,669.2   (mgal)                       NAVD 88
 DQ4148
 DQ4148  VERT ORDER      -  SECOND    CLASS I
 DQ4148
 DQ4148  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DQ4148  Standards:
 DQ4148         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DQ4148            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DQ4148  -------------------------------------------------------------------
 DQ4148  NETWORK    0.41   0.78           0.19   0.14   0.40     -0.01306781
 DQ4148  -------------------------------------------------------------------
 DQ4148  Click here for local accuracies and other accuracy information.
 DQ4148
 DQ4148.The horizontal coordinates were established by GPS observations
 DQ4148.and adjusted by the MN DEPT OF TRANSP in July 2024.
 DQ4148
 DQ4148.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DQ4148.been affixed to the stable North American tectonic plate. See 
 DQ4148.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DQ4148
 DQ4148.The horizontal coordinates are valid at the epoch date displayed above
 DQ4148.which is a decimal equivalence of Year/Month/Day.
 DQ4148
 DQ4148.The orthometric height was determined by differential leveling and
 DQ4148.adjusted by the NATIONAL GEODETIC SURVEY
 DQ4148.in August 2019.
 DQ4148
 DQ4148.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ4148.GEOID18 height accuracy estimate available here.
 DQ4148
 DQ4148.Click photographs - Photos may exist for this station.
 DQ4148
 DQ4148.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DQ4148
 DQ4148.The Laplace correction was computed from DEFLEC18 derived deflections.
 DQ4148
 DQ4148.The ellipsoidal height was determined by GPS observations
 DQ4148.and is referenced to NAD 83.
 DQ4148
 DQ4148.The dynamic height is computed by dividing the NAVD 88
 DQ4148.geopotential number by the normal gravity value computed on the
 DQ4148.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ4148.degrees latitude (g = 980.6199 gals.).
 DQ4148
 DQ4148.The modeled gravity was interpolated from observed gravity values.
 DQ4148
 DQ4148. The following values were computed from the NAD 83(2011) position.
 DQ4148
 DQ4148;                    North         East     Units Scale Factor Converg.
 DQ4148;SPC MN C     -   339,146.711   704,902.207   MT  1.00002210   -0 54 25.1
 DQ4148;SPC MN C     - 1,112,683.83  2,312,666.66   sFT  1.00002210   -0 54 25.1
 DQ4148;UTM  15      - 5,224,292.900   310,167.841   MT  1.00004291   -1 50 09.6
 DQ4148
 DQ4148!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DQ4148!SPC MN C     -   0.99993010  x   1.00002210  =   0.99995219
 DQ4148!UTM  15      -   0.99993010  x   1.00004291  =   0.99997300
 DQ4148
 DQ4148_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUN1016724292(NAD 83)
 DQ4148
 DQ4148                          SUPERSEDED SURVEY CONTROL
 DQ4148
 DQ4148.No superseded survey control is available for this station.
 DQ4148
 DQ4148_MARKER: F = FLANGE-ENCASED ROD
 DQ4148_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DQ4148_STAMPING: 0307 D 2015
 DQ4148_MARK LOGO: MNDT
 DQ4148_PROJECTION: RECESSED 10 CENTIMETERS
 DQ4148_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DQ4148_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ4148_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ4148+SATELLITE: SATELLITE OBSERVATIONS - December 14, 2023
 DQ4148_ROD/PIPE-DEPTH: 7.6 meters
 DQ4148
 DQ4148  HISTORY     - Date     Condition        Report By
 DQ4148  HISTORY     - 20150916 MONUMENTED       MNDT
 DQ4148  HISTORY     - 20231214 GOOD             MNDT
 DQ4148
 DQ4148                          STATION DESCRIPTION
 DQ4148
 DQ4148'DESCRIBED BY MN DEPT OF TRANSP 2015
 DQ4148'THE MARK IS LOCATED ABOUT 20.7 MI (33.3 KM) EAST OF WAUBUN, 21.45 MI
 DQ4148'(34.51 KM) EAST ALONG TRUNK HIGHWAY 113  FROM THE JUNCTION OF TRUNK
 DQ4148'HIGHWAY 113 AND TRUNK HIGHWAY 59 IN WAUBUN, AT TRUNK HIGHWAY 113 MILE
 DQ4148'POINT 36.75, 40.1 FT (12.2 M) NORTHWEST OF TRUNK HIGHWAY 113, 122.4 FT
 DQ4148'(37.3 M) SOUTHWEST OF ENTRANCE EXTENDED, 5.0 FT (1.5 M) SOUTHEAST OF A
 DQ4148'WITNESS POST.
 DQ4148
 DQ4148                          STATION RECOVERY (2023)
 DQ4148
 DQ4148'RECOVERY NOTE BY MN DEPT OF TRANSP 2023 (KMS)
 DQ4148'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DQ4147 ***********************************************************************
 DQ4147  DESIGNATION -  0307 E
 DQ4147  PID         -  DQ4147
 DQ4147  STATE/COUNTY-  MN/BECKER
 DQ4147  COUNTRY     -  US
 DQ4147  USGS QUAD   -  LONG LOST LAKE (2019)
 DQ4147
 DQ4147                         *CURRENT SURVEY CONTROL
 DQ4147  ______________________________________________________________________
 DQ4147* NAD 83(1986) POSITION- 47 08 53.56   (N) 095 29 19.85   (W)   HD_HELD1
 DQ4147* NAVD 88 ORTHO HEIGHT -   476.690 (meters)     1563.94  (feet) ADJUSTED
 DQ4147  ______________________________________________________________________
 DQ4147  GEOID HEIGHT    -        -27.022 (meters)                     GEOID18
 DQ4147  DYNAMIC HEIGHT  -        476.723 (meters)     1564.05  (feet) COMP
 DQ4147  MODELED GRAVITY -    980,668.1   (mgal)                       NAVD 88
 DQ4147
 DQ4147  VERT ORDER      -  SECOND    CLASS I
 DQ4147
 DQ4147.The horizontal coordinates were determined by differentially corrected
 DQ4147.hand held GPS observations or other comparable positioning techniques
 DQ4147.and have an estimated accuracy of +/- 3 meters.
 DQ4147
 DQ4147.The orthometric height was determined by differential leveling and
 DQ4147.adjusted by the NATIONAL GEODETIC SURVEY
 DQ4147.in August 2019.
 DQ4147
 DQ4147.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ4147.GEOID18 height accuracy estimate available here.
 DQ4147
 DQ4147.Click photographs - Photos may exist for this station.
 DQ4147
 DQ4147.The dynamic height is computed by dividing the NAVD 88
 DQ4147.geopotential number by the normal gravity value computed on the
 DQ4147.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ4147.degrees latitude (g = 980.6199 gals.).
 DQ4147
 DQ4147.The modeled gravity was interpolated from observed gravity values.
 DQ4147
 DQ4147;                    North         East    Units  Estimated Accuracy
 DQ4147;SPC MN C     -   339,512.1     706,040.8     MT  (+/- 3 meters HH1 GPS) 
 DQ4147
 DQ4147_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUN1131224639(NAD 83)
 DQ4147
 DQ4147                          SUPERSEDED SURVEY CONTROL
 DQ4147
 DQ4147.No superseded survey control is available for this station.
 DQ4147
 DQ4147_MARKER: I = METAL ROD
 DQ4147_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DQ4147_STAMPING: 0307 E 2015
 DQ4147_MARK LOGO: MNDT
 DQ4147_PROJECTION: RECESSED 8 CENTIMETERS
 DQ4147_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DQ4147_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ4147_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ4147+SATELLITE: SATELLITE OBSERVATIONS - August 02, 2023
 DQ4147_ROD/PIPE-DEPTH: 8.8 meters
 DQ4147
 DQ4147  HISTORY     - Date     Condition        Report By
 DQ4147  HISTORY     - 20150916 MONUMENTED       MNDT
 DQ4147  HISTORY     - 20230802 GOOD             MNDT
 DQ4147
 DQ4147                          STATION DESCRIPTION
 DQ4147
 DQ4147'DESCRIBED BY MN DEPT OF TRANSP 2015
 DQ4147'THE MARK IS LOCATED ABOUT 21.1 MI (33.9 KM) EAST OF WAUBUN, 22.2 MI
 DQ4147'(35.7 KM) EAST ALONG TRUNK HIGHWAY 113  FROM THE JUNCTION OF TRUNK
 DQ4147'HIGHWAY 113 AND TRUNK HIGHWAY 59 IN WAUBUN, AT TRUNK HIGHWAY 113 MILE
 DQ4147'POINT 37.50, 45.0 FT (13.7 M) NORTHWEST OF TRUNK HIGHWAY 113, 1.5 FT
 DQ4147'(0.5 M) SOUTHEAST OF A WITNESS POST.
 DQ4147
 DQ4147                          STATION RECOVERY (2023)
 DQ4147
 DQ4147'RECOVERY NOTE BY MN DEPT OF TRANSP 2023 (KMS)
 DQ4147'21.1 MI (33.9 KM) EAST OF WAUBUN, 22.2 MI (35.7 KM) EAST ALONG TRUNK
 DQ4147'HIGHWAY 113 FROM THE JUNCTION OF TRUNK HIGHWAY 113 AND TRUNK HIGHWAY
 DQ4147'59 IN WAUBUN, AT TRUNK HIGHWAY 113 MILE POINT 37.50, 45.0 FT (13.7 M)
 DQ4147'NORTHWEST OF TRUNK HIGHWAY 113, 1.5 FT (0.5 M) SOUTHEAST OF A WITNESS
 DQ4147'POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DQ4146 ***********************************************************************
 DQ4146  DESIGNATION -  0307 F
 DQ4146  PID         -  DQ4146
 DQ4146  STATE/COUNTY-  MN/CLEARWATER
 DQ4146  COUNTRY     -  US
 DQ4146  USGS QUAD   -  LONG LOST LAKE (2019)
 DQ4146
 DQ4146                         *CURRENT SURVEY CONTROL
 DQ4146  ______________________________________________________________________
 DQ4146* NAD 83(2011) POSITION- 47 09 08.08382(N) 095 28 07.93621(W)   ADJUSTED
 DQ4146* NAD 83(2011) ELLIP HT-   467.910 (meters)        (07/16/24)   ADJUSTED
 DQ4146* NAD 83(2011) EPOCH   -  2010.00
 DQ4146* NAVD 88 ORTHO HEIGHT -   494.948 (meters)     1623.84  (feet) ADJUSTED
 DQ4146  ______________________________________________________________________
 DQ4146  GEOID HEIGHT    -        -27.034 (meters)                     GEOID18
 DQ4146  NAD 83(2011) X  -   -414,158.294 (meters)                     COMP
 DQ4146  NAD 83(2011) Y  - -4,325,831.388 (meters)                     COMP
 DQ4146  NAD 83(2011) Z  -  4,653,634.538 (meters)                     COMP
 DQ4146  LAPLACE CORR    -          0.04  (seconds)                    DEFLEC18
 DQ4146  DYNAMIC HEIGHT  -        494.982 (meters)     1623.95  (feet) COMP
 DQ4146  MODELED GRAVITY -    980,667.2   (mgal)                       NAVD 88
 DQ4146
 DQ4146  VERT ORDER      -  SECOND    CLASS I
 DQ4146
 DQ4146  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DQ4146  Standards:
 DQ4146         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DQ4146            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DQ4146  -------------------------------------------------------------------
 DQ4146  NETWORK    0.45   0.76           0.21   0.14   0.39      0.04796483
 DQ4146  -------------------------------------------------------------------
 DQ4146  Click here for local accuracies and other accuracy information.
 DQ4146
 DQ4146.The horizontal coordinates were established by GPS observations
 DQ4146.and adjusted by the MN DEPT OF TRANSP in July 2024.
 DQ4146
 DQ4146.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DQ4146.been affixed to the stable North American tectonic plate. See 
 DQ4146.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DQ4146
 DQ4146.The horizontal coordinates are valid at the epoch date displayed above
 DQ4146.which is a decimal equivalence of Year/Month/Day.
 DQ4146
 DQ4146.The orthometric height was determined by differential leveling and
 DQ4146.adjusted by the NATIONAL GEODETIC SURVEY
 DQ4146.in August 2019.
 DQ4146
 DQ4146.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ4146.GEOID18 height accuracy estimate available here.
 DQ4146
 DQ4146.Click photographs - Photos may exist for this station.
 DQ4146
 DQ4146.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DQ4146
 DQ4146.The Laplace correction was computed from DEFLEC18 derived deflections.
 DQ4146
 DQ4146.The ellipsoidal height was determined by GPS observations
 DQ4146.and is referenced to NAD 83.
 DQ4146
 DQ4146.The dynamic height is computed by dividing the NAVD 88
 DQ4146.geopotential number by the normal gravity value computed on the
 DQ4146.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ4146.degrees latitude (g = 980.6199 gals.).
 DQ4146
 DQ4146.The modeled gravity was interpolated from observed gravity values.
 DQ4146
 DQ4146. The following values were computed from the NAD 83(2011) position.
 DQ4146
 DQ4146;                    North         East     Units Scale Factor Converg.
 DQ4146;SPC MN N     -   175,265.454   620,378.459   MT  0.99997337   -1 45 21.1
 DQ4146;SPC MN N     -   575,016.74  2,035,358.33   sFT  0.99997337   -1 45 21.1
 DQ4146;UTM  15      - 5,225,040.075   312,840.764   MT  1.00003052   -1 48 38.2
 DQ4146
 DQ4146!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DQ4146!SPC MN N     -   0.99992666  x   0.99997337  =   0.99990003
 DQ4146!UTM  15      -   0.99992666  x   1.00003052  =   0.99995718
 DQ4146
 DQ4146_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUN1284025040(NAD 83)
 DQ4146
 DQ4146                          SUPERSEDED SURVEY CONTROL
 DQ4146
 DQ4146.No superseded survey control is available for this station.
 DQ4146
 DQ4146_MARKER: F = FLANGE-ENCASED ROD
 DQ4146_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DQ4146_STAMPING: 0307 F 2015
 DQ4146_MARK LOGO: MNDT
 DQ4146_PROJECTION: RECESSED 5 CENTIMETERS
 DQ4146_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DQ4146_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ4146_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ4146+SATELLITE: SATELLITE OBSERVATIONS - December 14, 2023
 DQ4146_ROD/PIPE-DEPTH: 10.4 meters
 DQ4146
 DQ4146  HISTORY     - Date     Condition        Report By
 DQ4146  HISTORY     - 20150922 MONUMENTED       MNDT
 DQ4146  HISTORY     - 20210714 GOOD             MNDT
 DQ4146  HISTORY     - 20231214 GOOD             MNDT
 DQ4146
 DQ4146                          STATION DESCRIPTION
 DQ4146
 DQ4146'DESCRIBED BY MN DEPT OF TRANSP 2015
 DQ4146'THE MARK IS LOCATED ABOUT 22.3 MI (35.9 KM) EAST OF WAUBUN, 23.25 MI
 DQ4146'(37.41 KM) EAST ALONG TRUNK HIGHWAY 113  FROM THE JUNCTION OF TRUNK
 DQ4146'HIGHWAY 113 AND TRUNK HIGHWAY 59 IN WAUBUN, AT TRUNK HIGHWAY 113 MILE
 DQ4146'POINT 38.55, 54.5 FT (16.6 M) NORTH-NORTHEAST OF TRUNK HIGHWAY 113,
 DQ4146'31.7 FT (9.7 M) WEST-SOUTHWEST OF HOOT OWL ROAD, 1.5 FT (0.5 M)
 DQ4146'EAST-NORTHEAST OF A WITNESS POST.
 DQ4146
 DQ4146                          STATION RECOVERY (2021)
 DQ4146
 DQ4146'RECOVERY NOTE BY MN DEPT OF TRANSP 2021 (TJD)
 DQ4146'RECOVERED IN GOOD CONDITION.
 DQ4146
 DQ4146                          STATION RECOVERY (2023)
 DQ4146
 DQ4146'RECOVERY NOTE BY MN DEPT OF TRANSP 2023 (KMS)
 DQ4146'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DQ4145 ***********************************************************************
 DQ4145  DESIGNATION -  0307 G
 DQ4145  PID         -  DQ4145
 DQ4145  STATE/COUNTY-  MN/BECKER
 DQ4145  COUNTRY     -  US
 DQ4145  USGS QUAD   -  LONG LOST LAKE (2019)
 DQ4145
 DQ4145                         *CURRENT SURVEY CONTROL
 DQ4145  ______________________________________________________________________
 DQ4145* NAD 83(2011) POSITION- 47 08 41.46494(N) 095 27 13.94495(W)   ADJUSTED
 DQ4145* NAD 83(2011) ELLIP HT-   493.725 (meters)        (07/16/24)   ADJUSTED
 DQ4145* NAD 83(2011) EPOCH   -  2010.00
 DQ4145* NAVD 88 ORTHO HEIGHT -   520.754 (meters)     1708.51  (feet) ADJUSTED
 DQ4145  ______________________________________________________________________
 DQ4145  GEOID HEIGHT    -        -27.010 (meters)                     GEOID18
 DQ4145  NAD 83(2011) X  -   -413,084.914 (meters)                     COMP
 DQ4145  NAD 83(2011) Y  - -4,326,557.092 (meters)                     COMP
 DQ4145  NAD 83(2011) Z  -  4,653,094.356 (meters)                     COMP
 DQ4145  LAPLACE CORR    -         -0.29  (seconds)                    DEFLEC18
 DQ4145  DYNAMIC HEIGHT  -        520.793 (meters)     1708.64  (feet) COMP
 DQ4145  MODELED GRAVITY -    980,670.2   (mgal)                       NAVD 88
 DQ4145
 DQ4145  VERT ORDER      -  SECOND    CLASS I
 DQ4145
 DQ4145  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DQ4145  Standards:
 DQ4145         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DQ4145            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DQ4145  -------------------------------------------------------------------
 DQ4145  NETWORK    0.41   0.71           0.19   0.14   0.36      0.10239754
 DQ4145  -------------------------------------------------------------------
 DQ4145  Click here for local accuracies and other accuracy information.
 DQ4145
 DQ4145.The horizontal coordinates were established by GPS observations
 DQ4145.and adjusted by the MN DEPT OF TRANSP in July 2024.
 DQ4145
 DQ4145.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DQ4145.been affixed to the stable North American tectonic plate. See 
 DQ4145.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DQ4145
 DQ4145.The horizontal coordinates are valid at the epoch date displayed above
 DQ4145.which is a decimal equivalence of Year/Month/Day.
 DQ4145
 DQ4145.The orthometric height was determined by differential leveling and
 DQ4145.adjusted by the NATIONAL GEODETIC SURVEY
 DQ4145.in August 2019.
 DQ4145
 DQ4145.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ4145.GEOID18 height accuracy estimate available here.
 DQ4145
 DQ4145.Click photographs - Photos may exist for this station.
 DQ4145
 DQ4145.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DQ4145
 DQ4145.The Laplace correction was computed from DEFLEC18 derived deflections.
 DQ4145
 DQ4145.The ellipsoidal height was determined by GPS observations
 DQ4145.and is referenced to NAD 83.
 DQ4145
 DQ4145.The dynamic height is computed by dividing the NAVD 88
 DQ4145.geopotential number by the normal gravity value computed on the
 DQ4145.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ4145.degrees latitude (g = 980.6199 gals.).
 DQ4145
 DQ4145.The modeled gravity was interpolated from observed gravity values.
 DQ4145
 DQ4145. The following values were computed from the NAD 83(2011) position.
 DQ4145
 DQ4145;                    North         East     Units Scale Factor Converg.
 DQ4145;SPC MN C     -   339,097.760   708,687.439   MT  1.00002212   -0 52 15.1
 DQ4145;SPC MN C     - 1,112,523.23  2,325,085.37   sFT  1.00002212   -0 52 15.1
 DQ4145;UTM  15      - 5,224,182.597   313,951.829   MT  1.00002542   -1 47 57.8
 DQ4145
 DQ4145!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DQ4145!SPC MN C     -   0.99992262  x   1.00002212  =   0.99994473
 DQ4145!UTM  15      -   0.99992262  x   1.00002542  =   0.99994803
 DQ4145
 DQ4145_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUN1395124182(NAD 83)
 DQ4145
 DQ4145                          SUPERSEDED SURVEY CONTROL
 DQ4145
 DQ4145.No superseded survey control is available for this station.
 DQ4145
 DQ4145_MARKER: F = FLANGE-ENCASED ROD
 DQ4145_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DQ4145_STAMPING: 0307 G 2015
 DQ4145_MARK LOGO: MNDT
 DQ4145_PROJECTION: RECESSED 5 CENTIMETERS
 DQ4145_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DQ4145_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ4145_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ4145+SATELLITE: SATELLITE OBSERVATIONS - December 14, 2023
 DQ4145_ROD/PIPE-DEPTH: 4.6 meters
 DQ4145
 DQ4145  HISTORY     - Date     Condition        Report By
 DQ4145  HISTORY     - 20150916 MONUMENTED       MNDT
 DQ4145  HISTORY     - 20231214 GOOD             MNDT
 DQ4145
 DQ4145                          STATION DESCRIPTION
 DQ4145
 DQ4145'DESCRIBED BY MN DEPT OF TRANSP 2015
 DQ4145'THE MARK IS LOCATED ABOUT 22.8 MI (36.7 KM) EAST OF WAUBUN, 24.2 MI
 DQ4145'(38.9 KM) EAST ALONG TRUNK HIGHWAY 113  FROM THE JUNCTION OF TRUNK
 DQ4145'HIGHWAY 113 AND TRUNK HIGHWAY 59 IN WAUBUN, AT TRUNK HIGHWAY 113 MILE
 DQ4145'POINT 39.50, 52.3 FT (15.9 M) NORTH-NORTHEAST OF TRUNK HIGHWAY 113,
 DQ4145'168.5 FT (51.4 M) WEST-NORTHWEST OF ENTRANCE TO RADIO TOWER, 1.5 FT
 DQ4145'(0.5 M) SOUTH-SOUTHWEST OF A WITNESS POST.
 DQ4145
 DQ4145                          STATION RECOVERY (2023)
 DQ4145
 DQ4145'RECOVERY NOTE BY MN DEPT OF TRANSP 2023 (KMS)
 DQ4145'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DQ4144 ***********************************************************************
 DQ4144  DESIGNATION -  0307 H
 DQ4144  PID         -  DQ4144
 DQ4144  STATE/COUNTY-  MN/BECKER
 DQ4144  COUNTRY     -  US
 DQ4144  USGS QUAD   -  LONG LOST LAKE (2019)
 DQ4144
 DQ4144                         *CURRENT SURVEY CONTROL
 DQ4144  ______________________________________________________________________
 DQ4144* NAD 83(2011) POSITION- 47 08 39.47831(N) 095 26 12.55901(W)   ADJUSTED
 DQ4144* NAD 83(2011) ELLIP HT-   482.708 (meters)        (07/16/24)   ADJUSTED
 DQ4144* NAD 83(2011) EPOCH   -  2010.00
 DQ4144* NAVD 88 ORTHO HEIGHT -   509.723 (meters)     1672.32  (feet) ADJUSTED
 DQ4144  ______________________________________________________________________
 DQ4144  GEOID HEIGHT    -        -27.011 (meters)                     GEOID18
 DQ4144  NAD 83(2011) X  -   -411,800.832 (meters)                     COMP
 DQ4144  NAD 83(2011) Y  - -4,326,717.153 (meters)                     COMP
 DQ4144  NAD 83(2011) Z  -  4,653,044.549 (meters)                     COMP
 DQ4144  LAPLACE CORR    -         -0.72  (seconds)                    DEFLEC18
 DQ4144  DYNAMIC HEIGHT  -        509.762 (meters)     1672.44  (feet) COMP
 DQ4144  MODELED GRAVITY -    980,672.5   (mgal)                       NAVD 88
 DQ4144
 DQ4144  VERT ORDER      -  SECOND    CLASS I
 DQ4144
 DQ4144  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DQ4144  Standards:
 DQ4144         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DQ4144            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DQ4144  -------------------------------------------------------------------
 DQ4144  NETWORK    0.50   0.86           0.23   0.17   0.44      0.12699497
 DQ4144  -------------------------------------------------------------------
 DQ4144  Click here for local accuracies and other accuracy information.
 DQ4144
 DQ4144.The horizontal coordinates were established by GPS observations
 DQ4144.and adjusted by the MN DEPT OF TRANSP in July 2024.
 DQ4144
 DQ4144.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DQ4144.been affixed to the stable North American tectonic plate. See 
 DQ4144.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DQ4144
 DQ4144.The horizontal coordinates are valid at the epoch date displayed above
 DQ4144.which is a decimal equivalence of Year/Month/Day.
 DQ4144
 DQ4144.The orthometric height was determined by differential leveling and
 DQ4144.adjusted by the NATIONAL GEODETIC SURVEY
 DQ4144.in August 2019.
 DQ4144
 DQ4144.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ4144.GEOID18 height accuracy estimate available here.
 DQ4144
 DQ4144.Click photographs - Photos may exist for this station.
 DQ4144
 DQ4144.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DQ4144
 DQ4144.The Laplace correction was computed from DEFLEC18 derived deflections.
 DQ4144
 DQ4144.The ellipsoidal height was determined by GPS observations
 DQ4144.and is referenced to NAD 83.
 DQ4144
 DQ4144.The dynamic height is computed by dividing the NAVD 88
 DQ4144.geopotential number by the normal gravity value computed on the
 DQ4144.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ4144.degrees latitude (g = 980.6199 gals.).
 DQ4144
 DQ4144.The modeled gravity was interpolated from observed gravity values.
 DQ4144
 DQ4144. The following values were computed from the NAD 83(2011) position.
 DQ4144
 DQ4144;                    North         East     Units Scale Factor Converg.
 DQ4144;SPC MN C     -   339,016.896   709,979.772   MT  1.00002198   -0 51 30.7
 DQ4144;SPC MN C     - 1,112,257.93  2,329,325.30   sFT  1.00002198   -0 51 30.7
 DQ4144;UTM  15      - 5,224,080.804   315,242.682   MT  1.00001954   -1 47 12.7
 DQ4144
 DQ4144!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DQ4144!SPC MN C     -   0.99992434  x   1.00002198  =   0.99994632
 DQ4144!UTM  15      -   0.99992434  x   1.00001954  =   0.99994388
 DQ4144
 DQ4144_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUN1524224080(NAD 83)
 DQ4144
 DQ4144                          SUPERSEDED SURVEY CONTROL
 DQ4144
 DQ4144.No superseded survey control is available for this station.
 DQ4144
 DQ4144_MARKER: F = FLANGE-ENCASED ROD
 DQ4144_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DQ4144_STAMPING: 0307 H 2015
 DQ4144_MARK LOGO: MNDT
 DQ4144_PROJECTION: RECESSED 5 CENTIMETERS
 DQ4144_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DQ4144_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ4144_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ4144+SATELLITE: SATELLITE OBSERVATIONS - December 14, 2023
 DQ4144_ROD/PIPE-DEPTH: 13.7 meters
 DQ4144
 DQ4144  HISTORY     - Date     Condition        Report By
 DQ4144  HISTORY     - 20150916 MONUMENTED       MNDT
 DQ4144  HISTORY     - 20210630 GOOD             MNDT
 DQ4144  HISTORY     - 20231214 GOOD             MNDT
 DQ4144
 DQ4144                          STATION DESCRIPTION
 DQ4144
 DQ4144'DESCRIBED BY MN DEPT OF TRANSP 2015
 DQ4144'THE MARK IS LOCATED ABOUT 23.8 MI (38.3 KM) EAST OF WAUBUN, 25.0 MI
 DQ4144'(40.2 KM) EAST ALONG TRUNK HIGHWAY 113  FROM THE JUNCTION OF TRUNK
 DQ4144'HIGHWAY 113 AND TRUNK HIGHWAY 59 IN WAUBUN, AT TRUNK HIGHWAY 113 MILE
 DQ4144'POINT 40.30, 28.3 FT (8.6 M) NORTH OF TRUNK HIGHWAY 113, 62.4 FT (19.0
 DQ4144'M) EAST OF ENTRANCE, 10.0 FT (3.0 M) SOUTH OF A WITNESS POST.
 DQ4144
 DQ4144                          STATION RECOVERY (2021)
 DQ4144
 DQ4144'RECOVERY NOTE BY MN DEPT OF TRANSP 2021 (DAS)
 DQ4144'RECOVERED IN GOOD CONDITION.
 DQ4144
 DQ4144                          STATION RECOVERY (2023)
 DQ4144
 DQ4144'RECOVERY NOTE BY MN DEPT OF TRANSP 2023 (KMS)
 DQ4144'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DQ4143 ***********************************************************************
 DQ4143  DESIGNATION -  0307 J
 DQ4143  PID         -  DQ4143
 DQ4143  STATE/COUNTY-  MN/BECKER
 DQ4143  COUNTRY     -  US
 DQ4143  USGS QUAD   -  LONG LOST LAKE (2019)
 DQ4143
 DQ4143                         *CURRENT SURVEY CONTROL
 DQ4143  ______________________________________________________________________
 DQ4143* NAD 83(2011) POSITION- 47 08 40.89193(N) 095 25 17.68342(W)   ADJUSTED
 DQ4143* NAD 83(2011) ELLIP HT-   475.852 (meters)        (07/16/24)   ADJUSTED
 DQ4143* NAD 83(2011) EPOCH   -  2010.00
 DQ4143* NAVD 88 ORTHO HEIGHT -   502.888 (meters)     1649.89  (feet) ADJUSTED
 DQ4143  ______________________________________________________________________
 DQ4143  GEOID HEIGHT    -        -27.018 (meters)                     GEOID18
 DQ4143  NAD 83(2011) X  -   -410,646.254 (meters)                     COMP
 DQ4143  NAD 83(2011) Y  - -4,326,790.054 (meters)                     COMP
 DQ4143  NAD 83(2011) Z  -  4,653,069.218 (meters)                     COMP
 DQ4143  LAPLACE CORR    -         -1.28  (seconds)                    DEFLEC18
 DQ4143  DYNAMIC HEIGHT  -        502.926 (meters)     1650.02  (feet) COMP
 DQ4143  MODELED GRAVITY -    980,674.1   (mgal)                       NAVD 88
 DQ4143
 DQ4143  VERT ORDER      -  SECOND    CLASS I
 DQ4143
 DQ4143  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DQ4143  Standards:
 DQ4143         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DQ4143            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DQ4143  -------------------------------------------------------------------
 DQ4143  NETWORK    0.38   0.63           0.17   0.14   0.32      0.10282055
 DQ4143  -------------------------------------------------------------------
 DQ4143  Click here for local accuracies and other accuracy information.
 DQ4143
 DQ4143.The horizontal coordinates were established by GPS observations
 DQ4143.and adjusted by the MN DEPT OF TRANSP in July 2024.
 DQ4143
 DQ4143.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DQ4143.been affixed to the stable North American tectonic plate. See 
 DQ4143.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DQ4143
 DQ4143.The horizontal coordinates are valid at the epoch date displayed above
 DQ4143.which is a decimal equivalence of Year/Month/Day.
 DQ4143
 DQ4143.The orthometric height was determined by differential leveling and
 DQ4143.adjusted by the NATIONAL GEODETIC SURVEY
 DQ4143.in August 2019.
 DQ4143
 DQ4143.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ4143.GEOID18 height accuracy estimate available here.
 DQ4143
 DQ4143.Click photographs - Photos may exist for this station.
 DQ4143
 DQ4143.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DQ4143
 DQ4143.The Laplace correction was computed from DEFLEC18 derived deflections.
 DQ4143
 DQ4143.The ellipsoidal height was determined by GPS observations
 DQ4143.and is referenced to NAD 83.
 DQ4143
 DQ4143.The dynamic height is computed by dividing the NAVD 88
 DQ4143.geopotential number by the normal gravity value computed on the
 DQ4143.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ4143.degrees latitude (g = 980.6199 gals.).
 DQ4143
 DQ4143.The modeled gravity was interpolated from observed gravity values.
 DQ4143
 DQ4143. The following values were computed from the NAD 83(2011) position.
 DQ4143
 DQ4143;                    North         East     Units Scale Factor Converg.
 DQ4143;SPC MN C     -   339,043.334   711,136.529   MT  1.00002208   -0 50 51.0
 DQ4143;SPC MN C     - 1,112,344.67  2,333,120.43   sFT  1.00002208   -0 50 51.0
 DQ4143;UTM  15      - 5,224,088.498   316,399.709   MT  1.00001430   -1 46 32.5
 DQ4143
 DQ4143!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DQ4143!SPC MN C     -   0.99992542  x   1.00002208  =   0.99994750
 DQ4143!UTM  15      -   0.99992542  x   1.00001430  =   0.99993972
 DQ4143
 DQ4143_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUN1639924088(NAD 83)
 DQ4143
 DQ4143                          SUPERSEDED SURVEY CONTROL
 DQ4143
 DQ4143.No superseded survey control is available for this station.
 DQ4143
 DQ4143_MARKER: F = FLANGE-ENCASED ROD
 DQ4143_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DQ4143_STAMPING: 0307 J 2015
 DQ4143_MARK LOGO: MNDT
 DQ4143_PROJECTION: RECESSED 8 CENTIMETERS
 DQ4143_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DQ4143_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ4143_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ4143+SATELLITE: SATELLITE OBSERVATIONS - December 14, 2023
 DQ4143_ROD/PIPE-DEPTH: 10.1 meters
 DQ4143
 DQ4143  HISTORY     - Date     Condition        Report By
 DQ4143  HISTORY     - 20150923 MONUMENTED       MNDT
 DQ4143  HISTORY     - 20231214 GOOD             MNDT
 DQ4143
 DQ4143                          STATION DESCRIPTION
 DQ4143
 DQ4143'DESCRIBED BY MN DEPT OF TRANSP 2015
 DQ4143'THE MARK IS LOCATED ABOUT 24.3 MI (39.1 KM) EAST OF WAUBUN, 25.75 MI
 DQ4143'(41.43 KM) EAST ALONG TRUNK HIGHWAY 113  FROM THE JUNCTION OF TRUNK
 DQ4143'HIGHWAY 113 AND TRUNK HIGHWAY 59 IN WAUBUN, AT TRUNK HIGHWAY 113 MILE
 DQ4143'POINT 41.05, 53.5 FT (16.3 M) NORTH OF TRUNK HIGHWAY 113, 56.5 FT
 DQ4143'(17.2 M) EAST OF COUNTY ROAD 39, 1.5 FT (0.5 M) SOUTH OF A WITNESS
 DQ4143'POST.
 DQ4143
 DQ4143                          STATION RECOVERY (2023)
 DQ4143
 DQ4143'RECOVERY NOTE BY MN DEPT OF TRANSP 2023 (KMS)
 DQ4143'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DQ4142 ***********************************************************************
 DQ4142  DESIGNATION -  0307 K
 DQ4142  PID         -  DQ4142
 DQ4142  STATE/COUNTY-  MN/BECKER
 DQ4142  COUNTRY     -  US
 DQ4142  USGS QUAD   -  LONG LOST LAKE (2019)
 DQ4142
 DQ4142                         *CURRENT SURVEY CONTROL
 DQ4142  ______________________________________________________________________
 DQ4142* NAD 83(2011) POSITION- 47 08 49.50310(N) 095 24 17.58476(W)   ADJUSTED
 DQ4142* NAD 83(2011) ELLIP HT-   472.357 (meters)        (07/16/24)   ADJUSTED
 DQ4142* NAD 83(2011) EPOCH   -  2010.00
 DQ4142* NAVD 88 ORTHO HEIGHT -   499.404 (meters)     1638.46  (feet) ADJUSTED
 DQ4142  ______________________________________________________________________
 DQ4142  GEOID HEIGHT    -        -27.035 (meters)                     GEOID18
 DQ4142  NAD 83(2011) X  -   -409,366.967 (meters)                     COMP
 DQ4142  NAD 83(2011) Y  - -4,326,713.057 (meters)                     COMP
 DQ4142  NAD 83(2011) Z  -  4,653,247.535 (meters)                     COMP
 DQ4142  LAPLACE CORR    -         -1.74  (seconds)                    DEFLEC18
 DQ4142  DYNAMIC HEIGHT  -        499.443 (meters)     1638.59  (feet) COMP
 DQ4142  MODELED GRAVITY -    980,674.5   (mgal)                       NAVD 88
 DQ4142
 DQ4142  VERT ORDER      -  SECOND    CLASS I
 DQ4142
 DQ4142  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DQ4142  Standards:
 DQ4142         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DQ4142            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DQ4142  -------------------------------------------------------------------
 DQ4142  NETWORK    0.40   0.63           0.18   0.14   0.32      0.00795830
 DQ4142  -------------------------------------------------------------------
 DQ4142  Click here for local accuracies and other accuracy information.
 DQ4142
 DQ4142.The horizontal coordinates were established by GPS observations
 DQ4142.and adjusted by the MN DEPT OF TRANSP in July 2024.
 DQ4142
 DQ4142.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DQ4142.been affixed to the stable North American tectonic plate. See 
 DQ4142.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DQ4142
 DQ4142.The horizontal coordinates are valid at the epoch date displayed above
 DQ4142.which is a decimal equivalence of Year/Month/Day.
 DQ4142
 DQ4142.The orthometric height was determined by differential leveling and
 DQ4142.adjusted by the NATIONAL GEODETIC SURVEY
 DQ4142.in August 2019.
 DQ4142
 DQ4142.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ4142.GEOID18 height accuracy estimate available here.
 DQ4142
 DQ4142.Click photographs - Photos may exist for this station.
 DQ4142
 DQ4142.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DQ4142
 DQ4142.The Laplace correction was computed from DEFLEC18 derived deflections.
 DQ4142
 DQ4142.The ellipsoidal height was determined by GPS observations
 DQ4142.and is referenced to NAD 83.
 DQ4142
 DQ4142.The dynamic height is computed by dividing the NAVD 88
 DQ4142.geopotential number by the normal gravity value computed on the
 DQ4142.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ4142.degrees latitude (g = 980.6199 gals.).
 DQ4142
 DQ4142.The modeled gravity was interpolated from observed gravity values.
 DQ4142
 DQ4142. The following values were computed from the NAD 83(2011) position.
 DQ4142
 DQ4142;                    North         East     Units Scale Factor Converg.
 DQ4142;SPC MN C     -   339,290.641   712,406.550   MT  1.00002267   -0 50 07.5
 DQ4142;SPC MN C     - 1,113,156.04  2,337,287.16   sFT  1.00002267   -0 50 07.5
 DQ4142;UTM  15      - 5,224,315.199   317,673.556   MT  1.00000857   -1 45 48.6
 DQ4142
 DQ4142!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DQ4142!SPC MN C     -   0.99992596  x   1.00002267  =   0.99994863
 DQ4142!UTM  15      -   0.99992596  x   1.00000857  =   0.99993453
 DQ4142
 DQ4142_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUN1767324315(NAD 83)
 DQ4142
 DQ4142                          SUPERSEDED SURVEY CONTROL
 DQ4142
 DQ4142.No superseded survey control is available for this station.
 DQ4142
 DQ4142_MARKER: F = FLANGE-ENCASED ROD
 DQ4142_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DQ4142_STAMPING: 0307 K 2015
 DQ4142_MARK LOGO: MNDT
 DQ4142_PROJECTION: RECESSED 5 CENTIMETERS
 DQ4142_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DQ4142_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ4142_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ4142+SATELLITE: SATELLITE OBSERVATIONS - December 14, 2023
 DQ4142_ROD/PIPE-DEPTH: 7.3 meters
 DQ4142
 DQ4142  HISTORY     - Date     Condition        Report By
 DQ4142  HISTORY     - 20150922 MONUMENTED       MNDT
 DQ4142  HISTORY     - 20231214 GOOD             MNDT
 DQ4142
 DQ4142                          STATION DESCRIPTION
 DQ4142
 DQ4142'DESCRIBED BY MN DEPT OF TRANSP 2015
 DQ4142'THE MARK IS LOCATED ABOUT 22.5 MI (36.2 KM) NORTHWEST OF PARK RAPIDS,
 DQ4142'12.8 MI (20.6 KM) WEST ALONG TRUNK HIGHWAY 113  FROM THE JUNCTION OF
 DQ4142'TRUNK HIGHWAY 113 AND TRUNK HIGHWAY 71 (JUNCTION IS 18.0 MI (29.0 KM)
 DQ4142'NORTH OF PARK RAPIDS), AT TRUNK HIGHWAY 113 MILE POINT 41.90, 53.8 FT
 DQ4142'(16.4 M) NORTH OF TRUNK HIGHWAY 113, 29.3 FT (8.9 M) EAST OF ENTRANCE,
 DQ4142'1.5 FT (0.5 M) SOUTH OF A WITNESS POST.
 DQ4142
 DQ4142                          STATION RECOVERY (2023)
 DQ4142
 DQ4142'RECOVERY NOTE BY MN DEPT OF TRANSP 2023 (KMS)
 DQ4142'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DQ4141 ***********************************************************************
 DQ4141  DESIGNATION -  0307 L
 DQ4141  PID         -  DQ4141
 DQ4141  STATE/COUNTY-  MN/BECKER
 DQ4141  COUNTRY     -  US
 DQ4141  USGS QUAD   -  LONG LOST LAKE (2019)
 DQ4141
 DQ4141                         *CURRENT SURVEY CONTROL
 DQ4141  ______________________________________________________________________
 DQ4141* NAD 83(2011) POSITION- 47 08 47.12360(N) 095 23 31.22977(W)   ADJUSTED
 DQ4141* NAD 83(2011) ELLIP HT-   478.472 (meters)        (07/16/24)   ADJUSTED
 DQ4141* NAD 83(2011) EPOCH   -  2010.00
 DQ4141* NAVD 88 ORTHO HEIGHT -   505.517 (meters)     1658.52  (feet) ADJUSTED
 DQ4141  ______________________________________________________________________
 DQ4141  GEOID HEIGHT    -        -27.040 (meters)                     GEOID18
 DQ4141  NAD 83(2011) X  -   -408,400.045 (meters)                     COMP
 DQ4141  NAD 83(2011) Y  - -4,326,862.723 (meters)                     COMP
 DQ4141  NAD 83(2011) Z  -  4,653,202.036 (meters)                     COMP
 DQ4141  LAPLACE CORR    -         -2.06  (seconds)                    DEFLEC18
 DQ4141  DYNAMIC HEIGHT  -        505.556 (meters)     1658.65  (feet) COMP
 DQ4141  MODELED GRAVITY -    980,674.9   (mgal)                       NAVD 88
 DQ4141
 DQ4141  VERT ORDER      -  SECOND    CLASS I
 DQ4141
 DQ4141  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DQ4141  Standards:
 DQ4141         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DQ4141            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DQ4141  -------------------------------------------------------------------
 DQ4141  NETWORK    0.47   0.76           0.21   0.17   0.39      0.02335413
 DQ4141  -------------------------------------------------------------------
 DQ4141  Click here for local accuracies and other accuracy information.
 DQ4141
 DQ4141.The horizontal coordinates were established by GPS observations
 DQ4141.and adjusted by the MN DEPT OF TRANSP in July 2024.
 DQ4141
 DQ4141.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DQ4141.been affixed to the stable North American tectonic plate. See 
 DQ4141.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DQ4141
 DQ4141.The horizontal coordinates are valid at the epoch date displayed above
 DQ4141.which is a decimal equivalence of Year/Month/Day.
 DQ4141
 DQ4141.The orthometric height was determined by differential leveling and
 DQ4141.adjusted by the NATIONAL GEODETIC SURVEY
 DQ4141.in August 2019.
 DQ4141
 DQ4141.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ4141.GEOID18 height accuracy estimate available here.
 DQ4141
 DQ4141.Click photographs - Photos may exist for this station.
 DQ4141
 DQ4141.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DQ4141
 DQ4141.The Laplace correction was computed from DEFLEC18 derived deflections.
 DQ4141
 DQ4141.The ellipsoidal height was determined by GPS observations
 DQ4141.and is referenced to NAD 83.
 DQ4141
 DQ4141.The dynamic height is computed by dividing the NAVD 88
 DQ4141.geopotential number by the normal gravity value computed on the
 DQ4141.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ4141.degrees latitude (g = 980.6199 gals.).
 DQ4141
 DQ4141.The modeled gravity was interpolated from observed gravity values.
 DQ4141
 DQ4141. The following values were computed from the NAD 83(2011) position.
 DQ4141
 DQ4141;                    North         East     Units Scale Factor Converg.
 DQ4141;SPC MN C     -   339,203.004   713,382.046   MT  1.00002251   -0 49 34.0
 DQ4141;SPC MN C     - 1,112,868.52  2,340,487.60   sFT  1.00002251   -0 49 34.0
 DQ4141;UTM  15      - 5,224,211.775   318,647.488   MT  1.00000422   -1 45 14.6
 DQ4141
 DQ4141!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DQ4141!SPC MN C     -   0.99992501  x   1.00002251  =   0.99994751
 DQ4141!UTM  15      -   0.99992501  x   1.00000422  =   0.99992923
 DQ4141
 DQ4141_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUN1864724211(NAD 83)
 DQ4141
 DQ4141                          SUPERSEDED SURVEY CONTROL
 DQ4141
 DQ4141.No superseded survey control is available for this station.
 DQ4141
 DQ4141_MARKER: F = FLANGE-ENCASED ROD
 DQ4141_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DQ4141_STAMPING: 0307 L 2015
 DQ4141_MARK LOGO: MNDT
 DQ4141_PROJECTION: RECESSED 8 CENTIMETERS
 DQ4141_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DQ4141_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ4141_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ4141+SATELLITE: SATELLITE OBSERVATIONS - December 14, 2023
 DQ4141_ROD/PIPE-DEPTH: 4.0 meters
 DQ4141
 DQ4141  HISTORY     - Date     Condition        Report By
 DQ4141  HISTORY     - 20150923 MONUMENTED       MNDT
 DQ4141  HISTORY     - 20231214 GOOD             MNDT
 DQ4141
 DQ4141                          STATION DESCRIPTION
 DQ4141
 DQ4141'DESCRIBED BY MN DEPT OF TRANSP 2015
 DQ4141'THE MARK IS LOCATED ABOUT 22.0 MI (35.4 KM) NORTHWEST OF PARK RAPIDS,
 DQ4141'12.15 MI (19.55 KM) WEST ALONG TRUNK HIGHWAY 113  FROM THE JUNCTION OF
 DQ4141'TRUNK HIGHWAY 113 AND TRUNK HIGHWAY 71 (JUNCTION IS 18.0 MI (29.0 KM)
 DQ4141'NORTH OF PARK RAPIDS), AT TRUNK HIGHWAY 113 MILE POINT 42.55, 34.4 FT
 DQ4141'(10.5 M) NORTH OF TRUNK HIGHWAY 113, 1.5 FT (0.5 M) SOUTH OF A WITNESS
 DQ4141'POST.
 DQ4141
 DQ4141                          STATION RECOVERY (2023)
 DQ4141
 DQ4141'RECOVERY NOTE BY MN DEPT OF TRANSP 2023 (AJH)
 DQ4141'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DQ4140 ***********************************************************************
 DQ4140  DESIGNATION -  0307 M
 DQ4140  PID         -  DQ4140
 DQ4140  STATE/COUNTY-  MN/BECKER
 DQ4140  COUNTRY     -  US
 DQ4140  USGS QUAD   -  ANCHOR HILL (2019)
 DQ4140
 DQ4140                         *CURRENT SURVEY CONTROL
 DQ4140  ______________________________________________________________________
 DQ4140* NAD 83(2011) POSITION- 47 08 40.40219(N) 095 21 34.85637(W)   ADJUSTED
 DQ4140* NAD 83(2011) ELLIP HT-   463.888 (meters)        (07/16/24)   ADJUSTED
 DQ4140* NAD 83(2011) EPOCH   -  2010.00
 DQ4140* NAVD 88 ORTHO HEIGHT -   490.968 (meters)     1610.78  (feet) ADJUSTED
 DQ4140  ______________________________________________________________________
 DQ4140  GEOID HEIGHT    -        -27.063 (meters)                     GEOID18
 DQ4140  NAD 83(2011) X  -   -405,972.077 (meters)                     COMP
 DQ4140  NAD 83(2011) Y  - -4,327,234.086 (meters)                     COMP
 DQ4140  NAD 83(2011) Z  -  4,653,050.160 (meters)                     COMP
 DQ4140  LAPLACE CORR    -         -3.18  (seconds)                    DEFLEC18
 DQ4140  DYNAMIC HEIGHT  -        491.005 (meters)     1610.91  (feet) COMP
 DQ4140  MODELED GRAVITY -    980,673.6   (mgal)                       NAVD 88
 DQ4140
 DQ4140  VERT ORDER      -  SECOND    CLASS I
 DQ4140
 DQ4140  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DQ4140  Standards:
 DQ4140         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DQ4140            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DQ4140  -------------------------------------------------------------------
 DQ4140  NETWORK    0.45   0.82           0.20   0.16   0.42      0.04682133
 DQ4140  -------------------------------------------------------------------
 DQ4140  Click here for local accuracies and other accuracy information.
 DQ4140
 DQ4140.The horizontal coordinates were established by GPS observations
 DQ4140.and adjusted by the MN DEPT OF TRANSP in July 2024.
 DQ4140
 DQ4140.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DQ4140.been affixed to the stable North American tectonic plate. See 
 DQ4140.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DQ4140
 DQ4140.The horizontal coordinates are valid at the epoch date displayed above
 DQ4140.which is a decimal equivalence of Year/Month/Day.
 DQ4140
 DQ4140.The orthometric height was determined by differential leveling and
 DQ4140.adjusted by the NATIONAL GEODETIC SURVEY
 DQ4140.in August 2019.
 DQ4140
 DQ4140.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ4140.GEOID18 height accuracy estimate available here.
 DQ4140
 DQ4140.Click photographs - Photos may exist for this station.
 DQ4140
 DQ4140.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DQ4140
 DQ4140.The Laplace correction was computed from DEFLEC18 derived deflections.
 DQ4140
 DQ4140.The ellipsoidal height was determined by GPS observations
 DQ4140.and is referenced to NAD 83.
 DQ4140
 DQ4140.The dynamic height is computed by dividing the NAVD 88
 DQ4140.geopotential number by the normal gravity value computed on the
 DQ4140.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ4140.degrees latitude (g = 980.6199 gals.).
 DQ4140
 DQ4140.The modeled gravity was interpolated from observed gravity values.
 DQ4140
 DQ4140. The following values were computed from the NAD 83(2011) position.
 DQ4140
 DQ4140;                    North         East     Units Scale Factor Converg.
 DQ4140;SPC MN C     -   338,960.601   715,830.802   MT  1.00002205   -0 48 09.8
 DQ4140;SPC MN C     - 1,112,073.24  2,348,521.56   sFT  1.00002205   -0 48 09.8
 DQ4140;UTM  15      - 5,223,929.762   321,091.942   MT  0.99999340   -1 43 49.0
 DQ4140
 DQ4140!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DQ4140!SPC MN C     -   0.99992729  x   1.00002205  =   0.99994934
 DQ4140!UTM  15      -   0.99992729  x   0.99999340  =   0.99992069
 DQ4140
 DQ4140_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUN2109123929(NAD 83)
 DQ4140
 DQ4140                          SUPERSEDED SURVEY CONTROL
 DQ4140
 DQ4140.No superseded survey control is available for this station.
 DQ4140
 DQ4140_MARKER: F = FLANGE-ENCASED ROD
 DQ4140_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DQ4140_STAMPING: 0307 M 2015
 DQ4140_MARK LOGO: MNDT
 DQ4140_PROJECTION: RECESSED 5 CENTIMETERS
 DQ4140_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DQ4140_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ4140_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ4140+SATELLITE: SATELLITE OBSERVATIONS - December 07, 2023
 DQ4140_ROD/PIPE-DEPTH: 10.1 meters
 DQ4140
 DQ4140  HISTORY     - Date     Condition        Report By
 DQ4140  HISTORY     - 20150923 MONUMENTED       MNDT
 DQ4140  HISTORY     - 20210630 GOOD             MNDT
 DQ4140  HISTORY     - 20231207 GOOD             MNDT
 DQ4140
 DQ4140                          STATION DESCRIPTION
 DQ4140
 DQ4140'DESCRIBED BY MN DEPT OF TRANSP 2015
 DQ4140'THE MARK IS LOCATED ABOUT 20.9 MI (33.6 KM) NORTHWEST OF PARK RAPIDS,
 DQ4140'10.4 MI (16.7 KM) WEST ALONG TRUNK HIGHWAY 113  FROM THE JUNCTION OF
 DQ4140'TRUNK HIGHWAY 113 AND TRUNK HIGHWAY 71 (JUNCTION IS 18.0 MI (29.0 KM)
 DQ4140'NORTH OF PARK RAPIDS), AT TRUNK HIGHWAY 113 MILE POINT 44.30, 48.2 FT
 DQ4140'(14.7 M) NORTHWEST OF TRUNK HIGHWAY 113, 80.4 FT (24.5 M) SOUTHWEST OF
 DQ4140'OLD BAD MEDICINE TRACK TRAIL, 5.0 FT (1.5 M) NORTHEAST OF EAST BAD
 DQ4140'MEDICINE LAKE ROAD EXTENDED, 1.5 FT (0.5 M) SOUTHEAST OF A WITNESS
 DQ4140'POST.
 DQ4140
 DQ4140                          STATION RECOVERY (2021)
 DQ4140
 DQ4140'RECOVERY NOTE BY MN DEPT OF TRANSP 2021 (DAS)
 DQ4140'RECOVERED IN GOOD CONDITION.
 DQ4140
 DQ4140                          STATION RECOVERY (2023)
 DQ4140
 DQ4140'RECOVERY NOTE BY MN DEPT OF TRANSP 2023 (AJH)
 DQ4140'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DQ4139 ***********************************************************************
 DQ4139  DESIGNATION -  0307 N
 DQ4139  PID         -  DQ4139
 DQ4139  STATE/COUNTY-  MN/BECKER
 DQ4139  COUNTRY     -  US
 DQ4139  USGS QUAD   -  ANCHOR HILL (2019)
 DQ4139
 DQ4139                         *CURRENT SURVEY CONTROL
 DQ4139  ______________________________________________________________________
 DQ4139* NAD 83(2011) POSITION- 47 08 43.66995(N) 095 20 24.80590(W)   ADJUSTED
 DQ4139* NAD 83(2011) ELLIP HT-   471.626 (meters)        (07/16/24)   ADJUSTED
 DQ4139* NAD 83(2011) EPOCH   -  2010.00
 DQ4139* NAVD 88 ORTHO HEIGHT -   498.726 (meters)     1636.24  (feet) ADJUSTED
 DQ4139  ______________________________________________________________________
 DQ4139  GEOID HEIGHT    -        -27.088 (meters)                     GEOID18
 DQ4139  NAD 83(2011) X  -   -404,496.068 (meters)                     COMP
 DQ4139  NAD 83(2011) Y  - -4,327,303.289 (meters)                     COMP
 DQ4139  NAD 83(2011) Z  -  4,653,124.473 (meters)                     COMP
 DQ4139  LAPLACE CORR    -         -3.41  (seconds)                    DEFLEC18
 DQ4139  DYNAMIC HEIGHT  -        498.763 (meters)     1636.36  (feet) COMP
 DQ4139  MODELED GRAVITY -    980,671.7   (mgal)                       NAVD 88
 DQ4139
 DQ4139  VERT ORDER      -  SECOND    CLASS I
 DQ4139
 DQ4139  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DQ4139  Standards:
 DQ4139         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DQ4139            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DQ4139  -------------------------------------------------------------------
 DQ4139  NETWORK    0.45   0.84           0.21   0.15   0.43     -0.00639649
 DQ4139  -------------------------------------------------------------------
 DQ4139  Click here for local accuracies and other accuracy information.
 DQ4139
 DQ4139.The horizontal coordinates were established by GPS observations
 DQ4139.and adjusted by the MN DEPT OF TRANSP in July 2024.
 DQ4139
 DQ4139.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DQ4139.been affixed to the stable North American tectonic plate. See 
 DQ4139.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DQ4139
 DQ4139.The horizontal coordinates are valid at the epoch date displayed above
 DQ4139.which is a decimal equivalence of Year/Month/Day.
 DQ4139
 DQ4139.The orthometric height was determined by differential leveling and
 DQ4139.adjusted by the NATIONAL GEODETIC SURVEY
 DQ4139.in August 2019.
 DQ4139
 DQ4139.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ4139.GEOID18 height accuracy estimate available here.
 DQ4139
 DQ4139.Click photographs - Photos may exist for this station.
 DQ4139
 DQ4139.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DQ4139
 DQ4139.The Laplace correction was computed from DEFLEC18 derived deflections.
 DQ4139
 DQ4139.The ellipsoidal height was determined by GPS observations
 DQ4139.and is referenced to NAD 83.
 DQ4139
 DQ4139.The dynamic height is computed by dividing the NAVD 88
 DQ4139.geopotential number by the normal gravity value computed on the
 DQ4139.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ4139.degrees latitude (g = 980.6199 gals.).
 DQ4139
 DQ4139.The modeled gravity was interpolated from observed gravity values.
 DQ4139
 DQ4139. The following values were computed from the NAD 83(2011) position.
 DQ4139
 DQ4139;                    North         East     Units Scale Factor Converg.
 DQ4139;SPC MN C     -   339,041.010   717,308.018   MT  1.00002227   -0 47 19.2
 DQ4139;SPC MN C     - 1,112,337.05  2,353,368.06   sFT  1.00002227   -0 47 19.2
 DQ4139;UTM  15      - 5,223,986.248   322,570.218   MT  0.99998692   -1 42 57.7
 DQ4139
 DQ4139!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DQ4139!SPC MN C     -   0.99992608  x   1.00002227  =   0.99994835
 DQ4139!UTM  15      -   0.99992608  x   0.99998692  =   0.99991300
 DQ4139
 DQ4139_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUN2257023986(NAD 83)
 DQ4139
 DQ4139                          SUPERSEDED SURVEY CONTROL
 DQ4139
 DQ4139.No superseded survey control is available for this station.
 DQ4139
 DQ4139_MARKER: F = FLANGE-ENCASED ROD
 DQ4139_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DQ4139_STAMPING: 0307 N 2015
 DQ4139_MARK LOGO: MNDT
 DQ4139_PROJECTION: RECESSED 8 CENTIMETERS
 DQ4139_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DQ4139_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ4139_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ4139+SATELLITE: SATELLITE OBSERVATIONS - December 07, 2023
 DQ4139_ROD/PIPE-DEPTH: 10.7 meters
 DQ4139
 DQ4139  HISTORY     - Date     Condition        Report By
 DQ4139  HISTORY     - 20150923 MONUMENTED       MNDT
 DQ4139  HISTORY     - 20231207 GOOD             MNDT
 DQ4139
 DQ4139                          STATION DESCRIPTION
 DQ4139
 DQ4139'DESCRIBED BY MN DEPT OF TRANSP 2015
 DQ4139'THE MARK IS LOCATED ABOUT 20.35 MI (32.74 KM) NORTHWEST OF PARK
 DQ4139'RAPIDS, 9.4 MI (15.1 KM) WEST ALONG TRUNK HIGHWAY 113  FROM THE
 DQ4139'JUNCTION OF TRUNK HIGHWAY 113 AND TRUNK HIGHWAY 71 (JUNCTION IS 18.0
 DQ4139'MI (29.0 KM) NORTH OF PARK RAPIDS), AT TRUNK HIGHWAY 113 MILE POINT
 DQ4139'45.30, 26.7 FT (8.1 M) NORTHEAST OF TRUNK HIGHWAY 113, 20.0 FT (6.1 M)
 DQ4139'SOUTHEAST OF 500TH AVENUE, 5.0 FT (1.5 M) NORTHWEST OF A WITNESS POST.
 DQ4139
 DQ4139                          STATION RECOVERY (2023)
 DQ4139
 DQ4139'RECOVERY NOTE BY MN DEPT OF TRANSP 2023 (AJH)
 DQ4139'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DQ4138 ***********************************************************************
 DQ4138  DESIGNATION -  0307 P
 DQ4138  PID         -  DQ4138
 DQ4138  STATE/COUNTY-  MN/BECKER
 DQ4138  COUNTRY     -  US
 DQ4138  USGS QUAD   -  ANCHOR HILL (2019)
 DQ4138
 DQ4138                         *CURRENT SURVEY CONTROL
 DQ4138  ______________________________________________________________________
 DQ4138* NAD 83(2011) POSITION- 47 08 37.92378(N) 095 19 51.54724(W)   ADJUSTED
 DQ4138* NAD 83(2011) ELLIP HT-   465.097 (meters)        (07/16/24)   ADJUSTED
 DQ4138* NAD 83(2011) EPOCH   -  2010.00
 DQ4138* NAVD 88 ORTHO HEIGHT -   492.199 (meters)     1614.82  (feet) ADJUSTED
 DQ4138  ______________________________________________________________________
 DQ4138  GEOID HEIGHT    -        -27.094 (meters)                     GEOID18
 DQ4138  NAD 83(2011) X  -   -403,809.991 (meters)                     COMP
 DQ4138  NAD 83(2011) Y  - -4,327,493.565 (meters)                     COMP
 DQ4138  NAD 83(2011) Z  -  4,652,998.985 (meters)                     COMP
 DQ4138  LAPLACE CORR    -         -3.41  (seconds)                    DEFLEC18
 DQ4138  DYNAMIC HEIGHT  -        492.235 (meters)     1614.94  (feet) COMP
 DQ4138  MODELED GRAVITY -    980,671.1   (mgal)                       NAVD 88
 DQ4138
 DQ4138  VERT ORDER      -  SECOND    CLASS I
 DQ4138
 DQ4138  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DQ4138  Standards:
 DQ4138         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DQ4138            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DQ4138  -------------------------------------------------------------------
 DQ4138  NETWORK    0.41   0.74           0.19   0.14   0.38     -0.02889968
 DQ4138  -------------------------------------------------------------------
 DQ4138  Click here for local accuracies and other accuracy information.
 DQ4138
 DQ4138.The horizontal coordinates were established by GPS observations
 DQ4138.and adjusted by the MN DEPT OF TRANSP in July 2024.
 DQ4138
 DQ4138.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DQ4138.been affixed to the stable North American tectonic plate. See 
 DQ4138.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DQ4138
 DQ4138.The horizontal coordinates are valid at the epoch date displayed above
 DQ4138.which is a decimal equivalence of Year/Month/Day.
 DQ4138
 DQ4138.The orthometric height was determined by differential leveling and
 DQ4138.adjusted by the NATIONAL GEODETIC SURVEY
 DQ4138.in August 2019.
 DQ4138
 DQ4138.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ4138.GEOID18 height accuracy estimate available here.
 DQ4138
 DQ4138.Click photographs - Photos may exist for this station.
 DQ4138
 DQ4138.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DQ4138
 DQ4138.The Laplace correction was computed from DEFLEC18 derived deflections.
 DQ4138
 DQ4138.The ellipsoidal height was determined by GPS observations
 DQ4138.and is referenced to NAD 83.
 DQ4138
 DQ4138.The dynamic height is computed by dividing the NAVD 88
 DQ4138.geopotential number by the normal gravity value computed on the
 DQ4138.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ4138.degrees latitude (g = 980.6199 gals.).
 DQ4138
 DQ4138.The modeled gravity was interpolated from observed gravity values.
 DQ4138
 DQ4138. The following values were computed from the NAD 83(2011) position.
 DQ4138
 DQ4138;                    North         East     Units Scale Factor Converg.
 DQ4138;SPC MN C     -   338,853.967   718,006.281   MT  1.00002188   -0 46 55.1
 DQ4138;SPC MN C     - 1,111,723.39  2,355,658.94   sFT  1.00002188   -0 46 55.1
 DQ4138;UTM  15      - 5,223,787.937   323,265.338   MT  0.99998389   -1 42 33.1
 DQ4138
 DQ4138!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DQ4138!SPC MN C     -   0.99992710  x   1.00002188  =   0.99994898
 DQ4138!UTM  15      -   0.99992710  x   0.99998389  =   0.99991099
 DQ4138
 DQ4138_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUN2326523787(NAD 83)
 DQ4138
 DQ4138                          SUPERSEDED SURVEY CONTROL
 DQ4138
 DQ4138.No superseded survey control is available for this station.
 DQ4138
 DQ4138_MARKER: F = FLANGE-ENCASED ROD
 DQ4138_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DQ4138_STAMPING: 0307 P 2015
 DQ4138_MARK LOGO: MNDT
 DQ4138_PROJECTION: RECESSED 8 CENTIMETERS
 DQ4138_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DQ4138_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ4138_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ4138+SATELLITE: SATELLITE OBSERVATIONS - December 07, 2023
 DQ4138_ROD/PIPE-DEPTH: 8.2 meters
 DQ4138
 DQ4138  HISTORY     - Date     Condition        Report By
 DQ4138  HISTORY     - 20150923 MONUMENTED       MNDT
 DQ4138  HISTORY     - 20231207 GOOD             MNDT
 DQ4138
 DQ4138                          STATION DESCRIPTION
 DQ4138
 DQ4138'DESCRIBED BY MN DEPT OF TRANSP 2015
 DQ4138'THE MARK IS LOCATED ABOUT 20.0 MI (32.2 KM) NORTHWEST OF PARK RAPIDS,
 DQ4138'8.95 MI (14.40 KM) WEST ALONG TRUNK HIGHWAY 113  FROM THE JUNCTION OF
 DQ4138'TRUNK HIGHWAY 113 AND TRUNK HIGHWAY 71 (JUNCTION IS 18.0 MI (29.0 KM)
 DQ4138'NORTH OF PARK RAPIDS), AT TRUNK HIGHWAY 113 MILE POINT 45.75, 25.2 FT
 DQ4138'(7.7 M) NORTH OF TRUNK HIGHWAY 113, 24.0 FT (7.3 M) WEST OF LITTLE
 DQ4138'SCENIC TRAIL EXTENDED, 1.5 FT (0.5 M) SOUTH OF A WITNESS POST.
 DQ4138
 DQ4138                          STATION RECOVERY (2023)
 DQ4138
 DQ4138'RECOVERY NOTE BY MN DEPT OF TRANSP 2023 (AJH)
 DQ4138'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DQ4137 ***********************************************************************
 DQ4137  DESIGNATION -  0307 Q
 DQ4137  PID         -  DQ4137
 DQ4137  STATE/COUNTY-  MN/BECKER
 DQ4137  COUNTRY     -  US
 DQ4137  USGS QUAD   -  ANCHOR HILL (2019)
 DQ4137
 DQ4137                         *CURRENT SURVEY CONTROL
 DQ4137  ______________________________________________________________________
 DQ4137* NAD 83(2011) POSITION- 47 08 22.80250(N) 095 17 59.08604(W)   ADJUSTED
 DQ4137* NAD 83(2011) ELLIP HT-   463.932 (meters)        (07/16/24)   ADJUSTED
 DQ4137* NAD 83(2011) EPOCH   -  2010.00
 DQ4137* NAVD 88 ORTHO HEIGHT -   491.075 (meters)     1611.14  (feet) ADJUSTED
 DQ4137  ______________________________________________________________________
 DQ4137  GEOID HEIGHT    -        -27.122 (meters)                     GEOID18
 DQ4137  NAD 83(2011) X  -   -401,482.010 (meters)                     COMP
 DQ4137  NAD 83(2011) Y  - -4,328,053.168 (meters)                     COMP
 DQ4137  NAD 83(2011) Z  -  4,652,680.482 (meters)                     COMP
 DQ4137  LAPLACE CORR    -         -3.50  (seconds)                    DEFLEC18
 DQ4137  DYNAMIC HEIGHT  -        491.111 (meters)     1611.25  (feet) COMP
 DQ4137  MODELED GRAVITY -    980,669.7   (mgal)                       NAVD 88
 DQ4137
 DQ4137  VERT ORDER      -  SECOND    CLASS I
 DQ4137
 DQ4137  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DQ4137  Standards:
 DQ4137         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DQ4137            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DQ4137  -------------------------------------------------------------------
 DQ4137  NETWORK    0.40   0.65           0.18   0.14   0.33     -0.03552580
 DQ4137  -------------------------------------------------------------------
 DQ4137  Click here for local accuracies and other accuracy information.
 DQ4137
 DQ4137.The horizontal coordinates were established by GPS observations
 DQ4137.and adjusted by the MN DEPT OF TRANSP in July 2024.
 DQ4137
 DQ4137.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DQ4137.been affixed to the stable North American tectonic plate. See 
 DQ4137.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DQ4137
 DQ4137.The horizontal coordinates are valid at the epoch date displayed above
 DQ4137.which is a decimal equivalence of Year/Month/Day.
 DQ4137
 DQ4137.The orthometric height was determined by differential leveling and
 DQ4137.adjusted by the NATIONAL GEODETIC SURVEY
 DQ4137.in August 2019.
 DQ4137
 DQ4137.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ4137.GEOID18 height accuracy estimate available here.
 DQ4137
 DQ4137.Click photographs - Photos may exist for this station.
 DQ4137
 DQ4137.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DQ4137
 DQ4137.The Laplace correction was computed from DEFLEC18 derived deflections.
 DQ4137
 DQ4137.The ellipsoidal height was determined by GPS observations
 DQ4137.and is referenced to NAD 83.
 DQ4137
 DQ4137.The dynamic height is computed by dividing the NAVD 88
 DQ4137.geopotential number by the normal gravity value computed on the
 DQ4137.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ4137.degrees latitude (g = 980.6199 gals.).
 DQ4137
 DQ4137.The modeled gravity was interpolated from observed gravity values.
 DQ4137
 DQ4137. The following values were computed from the NAD 83(2011) position.
 DQ4137
 DQ4137;                    North         East     Units Scale Factor Converg.
 DQ4137;SPC MN C     -   338,355.158   720,369.475   MT  1.00002084   -0 45 33.7
 DQ4137;SPC MN C     - 1,110,086.88  2,363,412.19   sFT  1.00002084   -0 45 33.7
 DQ4137;UTM  15      - 5,223,250.982   325,620.052   MT  0.99997373   -1 41 10.2
 DQ4137
 DQ4137!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DQ4137!SPC MN C     -   0.99992729  x   1.00002084  =   0.99994812
 DQ4137!UTM  15      -   0.99992729  x   0.99997373  =   0.99990102
 DQ4137
 DQ4137_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUN2562023250(NAD 83)
 DQ4137
 DQ4137                          SUPERSEDED SURVEY CONTROL
 DQ4137
 DQ4137.No superseded survey control is available for this station.
 DQ4137
 DQ4137_MARKER: F = FLANGE-ENCASED ROD
 DQ4137_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DQ4137_STAMPING: 0307 Q 2015
 DQ4137_MARK LOGO: MNDT
 DQ4137_PROJECTION: RECESSED 5 CENTIMETERS
 DQ4137_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DQ4137_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ4137_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ4137+SATELLITE: SATELLITE OBSERVATIONS - December 07, 2023
 DQ4137_ROD/PIPE-DEPTH: 11.6 meters
 DQ4137
 DQ4137  HISTORY     - Date     Condition        Report By
 DQ4137  HISTORY     - 20150922 MONUMENTED       MNDT
 DQ4137  HISTORY     - 20231207 GOOD             MNDT
 DQ4137
 DQ4137                          STATION DESCRIPTION
 DQ4137
 DQ4137'DESCRIBED BY MN DEPT OF TRANSP 2015
 DQ4137'THE MARK IS LOCATED ABOUT 18.85 MI (30.33 KM) NORTHWEST OF PARK
 DQ4137'RAPIDS, 7.35 MI (11.83 KM) WEST ALONG TRUNK HIGHWAY 113  FROM THE
 DQ4137'JUNCTION OF TRUNK HIGHWAY 113 AND TRUNK HIGHWAY 71 (JUNCTION IS 18.0
 DQ4137'MI (29.0 KM) NORTH OF PARK RAPIDS), AT TRUNK HIGHWAY 113 MILE POINT
 DQ4137'47.35, 21.5 FT (6.6 M) SOUTHWEST OF TRUNK HIGHWAY 113, 1.5 FT (0.5 M)
 DQ4137'NORTHEAST OF A WITNESS POST.
 DQ4137
 DQ4137                          STATION RECOVERY (2023)
 DQ4137
 DQ4137'RECOVERY NOTE BY MN DEPT OF TRANSP 2023 (AJH)
 DQ4137'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DQ4135 ***********************************************************************
 DQ4135  DESIGNATION -  0307 R
 DQ4135  PID         -  DQ4135
 DQ4135  STATE/COUNTY-  MN/BECKER
 DQ4135  COUNTRY     -  US
 DQ4135  USGS QUAD   -  ANCHOR HILL (2019)
 DQ4135
 DQ4135                         *CURRENT SURVEY CONTROL
 DQ4135  ______________________________________________________________________
 DQ4135* NAD 83(2011) POSITION- 47 08 10.25992(N) 095 16 07.26244(W)   ADJUSTED
 DQ4135* NAD 83(2011) ELLIP HT-   466.748 (meters)        (07/16/24)   ADJUSTED
 DQ4135* NAD 83(2011) EPOCH   -  2010.00
 DQ4135* NAVD 88 ORTHO HEIGHT -   493.897 (meters)     1620.39  (feet) ADJUSTED
 DQ4135  ______________________________________________________________________
 DQ4135  GEOID HEIGHT    -        -27.151 (meters)                     GEOID18
 DQ4135  NAD 83(2011) X  -   -399,161.806 (meters)                     COMP
 DQ4135  NAD 83(2011) Y  - -4,328,554.832 (meters)                     COMP
 DQ4135  NAD 83(2011) Z  -  4,652,419.048 (meters)                     COMP
 DQ4135  LAPLACE CORR    -         -3.04  (seconds)                    DEFLEC18
 DQ4135  DYNAMIC HEIGHT  -        493.933 (meters)     1620.51  (feet) COMP
 DQ4135  MODELED GRAVITY -    980,669.9   (mgal)                       NAVD 88
 DQ4135
 DQ4135  VERT ORDER      -  SECOND    CLASS I
 DQ4135
 DQ4135  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DQ4135  Standards:
 DQ4135         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DQ4135            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DQ4135  -------------------------------------------------------------------
 DQ4135  NETWORK    0.41   0.67           0.19   0.14   0.34     -0.09692085
 DQ4135  -------------------------------------------------------------------
 DQ4135  Click here for local accuracies and other accuracy information.
 DQ4135
 DQ4135.The horizontal coordinates were established by GPS observations
 DQ4135.and adjusted by the MN DEPT OF TRANSP in July 2024.
 DQ4135
 DQ4135.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DQ4135.been affixed to the stable North American tectonic plate. See 
 DQ4135.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DQ4135
 DQ4135.The horizontal coordinates are valid at the epoch date displayed above
 DQ4135.which is a decimal equivalence of Year/Month/Day.
 DQ4135
 DQ4135.The orthometric height was determined by differential leveling and
 DQ4135.adjusted by the NATIONAL GEODETIC SURVEY
 DQ4135.in August 2019.
 DQ4135
 DQ4135.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ4135.GEOID18 height accuracy estimate available here.
 DQ4135
 DQ4135.Click photographs - Photos may exist for this station.
 DQ4135
 DQ4135.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DQ4135
 DQ4135.The Laplace correction was computed from DEFLEC18 derived deflections.
 DQ4135
 DQ4135.The ellipsoidal height was determined by GPS observations
 DQ4135.and is referenced to NAD 83.
 DQ4135
 DQ4135.The dynamic height is computed by dividing the NAVD 88
 DQ4135.geopotential number by the normal gravity value computed on the
 DQ4135.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ4135.degrees latitude (g = 980.6199 gals.).
 DQ4135
 DQ4135.The modeled gravity was interpolated from observed gravity values.
 DQ4135
 DQ4135. The following values were computed from the NAD 83(2011) position.
 DQ4135
 DQ4135;                    North         East     Units Scale Factor Converg.
 DQ4135;SPC MN C     -   337,937.081   722,720.638   MT  1.00001998   -0 44 12.9
 DQ4135;SPC MN C     - 1,108,715.24  2,371,125.96   sFT  1.00001998   -0 44 12.9
 DQ4135;UTM  15      - 5,222,794.962   327,964.025   MT  0.99996375   -1 39 47.8
 DQ4135
 DQ4135!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DQ4135!SPC MN C     -   0.99992684  x   1.00001998  =   0.99994682
 DQ4135!UTM  15      -   0.99992684  x   0.99996375  =   0.99989060
 DQ4135
 DQ4135_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUN2796422794(NAD 83)
 DQ4135
 DQ4135                          SUPERSEDED SURVEY CONTROL
 DQ4135
 DQ4135.No superseded survey control is available for this station.
 DQ4135
 DQ4135_MARKER: F = FLANGE-ENCASED ROD
 DQ4135_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DQ4135_STAMPING: 0307 R 2015
 DQ4135_MARK LOGO: MNDT
 DQ4135_PROJECTION: RECESSED 8 CENTIMETERS
 DQ4135_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DQ4135_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ4135_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ4135+SATELLITE: SATELLITE OBSERVATIONS - December 07, 2023
 DQ4135_ROD/PIPE-DEPTH: 5.2 meters
 DQ4135
 DQ4135  HISTORY     - Date     Condition        Report By
 DQ4135  HISTORY     - 20150923 MONUMENTED       MNDT
 DQ4135  HISTORY     - 20231207 GOOD             MNDT
 DQ4135
 DQ4135                          STATION DESCRIPTION
 DQ4135
 DQ4135'DESCRIBED BY MN DEPT OF TRANSP 2015
 DQ4135'THE MARK IS LOCATED ABOUT 17.8 MI (28.6 KM) NORTHWEST OF PARK RAPIDS,
 DQ4135'5.2 MI (8.4 KM) WEST ALONG TRUNK HIGHWAY 113  FROM THE JUNCTION OF
 DQ4135'TRUNK HIGHWAY 113 AND TRUNK HIGHWAY 71 (JUNCTION IS 18.0 MI (29.0 KM)
 DQ4135'NORTH OF PARK RAPIDS), AT TRUNK HIGHWAY 113 MILE POINT 49.05, 24.5 FT
 DQ4135'(7.5 M) NORTH OF TRUNK HIGHWAY 113, 26.0 FT (7.9 M) EAST OF ENTRANCE,
 DQ4135'1.5 FT (0.5 M) SOUTH OF A WITNESS POST.
 DQ4135
 DQ4135                          STATION RECOVERY (2023)
 DQ4135
 DQ4135'RECOVERY NOTE BY MN DEPT OF TRANSP 2023 (AJH)
 DQ4135'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DQ4134 ***********************************************************************
 DQ4134  DESIGNATION -  0307 S
 DQ4134  PID         -  DQ4134
 DQ4134  STATE/COUNTY-  MN/BECKER
 DQ4134  COUNTRY     -  US
 DQ4134  USGS QUAD   -  ANCHOR HILL (2019)
 DQ4134
 DQ4134                         *CURRENT SURVEY CONTROL
 DQ4134  ______________________________________________________________________
 DQ4134* NAD 83(2011) POSITION- 47 08 09.82038(N) 095 15 04.32637(W)   ADJUSTED
 DQ4134* NAD 83(2011) ELLIP HT-   464.006 (meters)        (07/16/24)   ADJUSTED
 DQ4134* NAD 83(2011) EPOCH   -  2010.00
 DQ4134* NAVD 88 ORTHO HEIGHT -   491.193 (meters)     1611.52  (feet) ADJUSTED
 DQ4134  ______________________________________________________________________
 DQ4134  GEOID HEIGHT    -        -27.167 (meters)                     GEOID18
 DQ4134  NAD 83(2011) X  -   -397,841.787 (meters)                     COMP
 DQ4134  NAD 83(2011) Y  - -4,328,684.474 (meters)                     COMP
 DQ4134  NAD 83(2011) Z  -  4,652,407.804 (meters)                     COMP
 DQ4134  LAPLACE CORR    -         -2.45  (seconds)                    DEFLEC18
 DQ4134  DYNAMIC HEIGHT  -        491.228 (meters)     1611.64  (feet) COMP
 DQ4134  MODELED GRAVITY -    980,670.4   (mgal)                       NAVD 88
 DQ4134
 DQ4134  VERT ORDER      -  SECOND    CLASS I
 DQ4134
 DQ4134  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DQ4134  Standards:
 DQ4134         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DQ4134            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DQ4134  -------------------------------------------------------------------
 DQ4134  NETWORK    0.37   0.65           0.17   0.13   0.33      0.02153797
 DQ4134  -------------------------------------------------------------------
 DQ4134  Click here for local accuracies and other accuracy information.
 DQ4134
 DQ4134.The horizontal coordinates were established by GPS observations
 DQ4134.and adjusted by the MN DEPT OF TRANSP in July 2024.
 DQ4134
 DQ4134.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DQ4134.been affixed to the stable North American tectonic plate. See 
 DQ4134.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DQ4134
 DQ4134.The horizontal coordinates are valid at the epoch date displayed above
 DQ4134.which is a decimal equivalence of Year/Month/Day.
 DQ4134
 DQ4134.The orthometric height was determined by differential leveling and
 DQ4134.adjusted by the NATIONAL GEODETIC SURVEY
 DQ4134.in August 2019.
 DQ4134
 DQ4134.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ4134.GEOID18 height accuracy estimate available here.
 DQ4134
 DQ4134.Click photographs - Photos may exist for this station.
 DQ4134
 DQ4134.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DQ4134
 DQ4134.The Laplace correction was computed from DEFLEC18 derived deflections.
 DQ4134
 DQ4134.The ellipsoidal height was determined by GPS observations
 DQ4134.and is referenced to NAD 83.
 DQ4134
 DQ4134.The dynamic height is computed by dividing the NAVD 88
 DQ4134.geopotential number by the normal gravity value computed on the
 DQ4134.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ4134.degrees latitude (g = 980.6199 gals.).
 DQ4134
 DQ4134.The modeled gravity was interpolated from observed gravity values.
 DQ4134
 DQ4134. The following values were computed from the NAD 83(2011) position.
 DQ4134
 DQ4134;                    North         East     Units Scale Factor Converg.
 DQ4134;SPC MN C     -   337,906.597   724,046.632   MT  1.00001995   -0 43 27.3
 DQ4134;SPC MN C     - 1,108,615.23  2,375,476.33   sFT  1.00001995   -0 43 27.3
 DQ4134;UTM  15      - 5,222,743.049   329,289.275   MT  0.99995817   -1 39 01.7
 DQ4134
 DQ4134!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DQ4134!SPC MN C     -   0.99992727  x   1.00001995  =   0.99994722
 DQ4134!UTM  15      -   0.99992727  x   0.99995817  =   0.99988545
 DQ4134
 DQ4134_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUN2928922743(NAD 83)
 DQ4134
 DQ4134                          SUPERSEDED SURVEY CONTROL
 DQ4134
 DQ4134.No superseded survey control is available for this station.
 DQ4134
 DQ4134_MARKER: F = FLANGE-ENCASED ROD
 DQ4134_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DQ4134_STAMPING: 0307 S 2015
 DQ4134_MARK LOGO: MNDT
 DQ4134_PROJECTION: RECESSED 5 CENTIMETERS
 DQ4134_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DQ4134_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ4134_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ4134+SATELLITE: SATELLITE OBSERVATIONS - December 07, 2023
 DQ4134_ROD/PIPE-DEPTH: 9.1 meters
 DQ4134
 DQ4134  HISTORY     - Date     Condition        Report By
 DQ4134  HISTORY     - 20150923 MONUMENTED       MNDT
 DQ4134  HISTORY     - 20231207 GOOD             MNDT
 DQ4134
 DQ4134                          STATION DESCRIPTION
 DQ4134
 DQ4134'DESCRIBED BY MN DEPT OF TRANSP 2015
 DQ4134'THE MARK IS LOCATED ABOUT 17.35 MI (27.92 KM) NORTHWEST OF PARK
 DQ4134'RAPIDS, 4.8 MI (7.7 KM) WEST ALONG TRUNK HIGHWAY 113  FROM THE
 DQ4134'JUNCTION OF TRUNK HIGHWAY 113 AND TRUNK HIGHWAY 71 (JUNCTION IS 18.0
 DQ4134'MI (29.0 KM) NORTH OF PARK RAPIDS), AT TRUNK HIGHWAY 113 MILE POINT
 DQ4134'49.90, 27.8 FT (8.5 M) SOUTH OF TRUNK HIGHWAY 113, 39.0 FT (11.9 M)
 DQ4134'WEST OF ENTRANCE, 1.5 FT (0.5 M) NORTH OF A WITNESS POST.
 DQ4134
 DQ4134                          STATION RECOVERY (2023)
 DQ4134
 DQ4134'RECOVERY NOTE BY MN DEPT OF TRANSP 2023 (KMS)
 DQ4134'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DQ4133 ***********************************************************************
 DQ4133  DESIGNATION -  0307 T
 DQ4133  PID         -  DQ4133
 DQ4133  STATE/COUNTY-  MN/BECKER
 DQ4133  COUNTRY     -  US
 DQ4133  USGS QUAD   -  LAKE ITASCA (2019)
 DQ4133
 DQ4133                         *CURRENT SURVEY CONTROL
 DQ4133  ______________________________________________________________________
 DQ4133* NAD 83(2011) POSITION- 47 08 09.21450(N) 095 13 54.19314(W)   ADJUSTED
 DQ4133* NAD 83(2011) ELLIP HT-   462.018 (meters)        (07/16/24)   ADJUSTED
 DQ4133* NAD 83(2011) EPOCH   -  2010.00
 DQ4133* NAVD 88 ORTHO HEIGHT -   489.210 (meters)     1605.02  (feet) ADJUSTED
 DQ4133  ______________________________________________________________________
 DQ4133  GEOID HEIGHT    -        -27.180 (meters)                     GEOID18
 DQ4133  NAD 83(2011) X  -   -396,371.072 (meters)                     COMP
 DQ4133  NAD 83(2011) Y  - -4,328,831.808 (meters)                     COMP
 DQ4133  NAD 83(2011) Z  -  4,652,393.618 (meters)                     COMP
 DQ4133  LAPLACE CORR    -         -1.72  (seconds)                    DEFLEC18
 DQ4133  DYNAMIC HEIGHT  -        489.246 (meters)     1605.13  (feet) COMP
 DQ4133  MODELED GRAVITY -    980,671.1   (mgal)                       NAVD 88
 DQ4133
 DQ4133  VERT ORDER      -  SECOND    CLASS I
 DQ4133
 DQ4133  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DQ4133  Standards:
 DQ4133         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DQ4133            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DQ4133  -------------------------------------------------------------------
 DQ4133  NETWORK    0.44   0.74           0.20   0.15   0.38      0.05512273
 DQ4133  -------------------------------------------------------------------
 DQ4133  Click here for local accuracies and other accuracy information.
 DQ4133
 DQ4133.The horizontal coordinates were established by GPS observations
 DQ4133.and adjusted by the MN DEPT OF TRANSP in July 2024.
 DQ4133
 DQ4133.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DQ4133.been affixed to the stable North American tectonic plate. See 
 DQ4133.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DQ4133
 DQ4133.The horizontal coordinates are valid at the epoch date displayed above
 DQ4133.which is a decimal equivalence of Year/Month/Day.
 DQ4133
 DQ4133.The orthometric height was determined by differential leveling and
 DQ4133.adjusted by the NATIONAL GEODETIC SURVEY
 DQ4133.in August 2019.
 DQ4133
 DQ4133.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ4133.GEOID18 height accuracy estimate available here.
 DQ4133
 DQ4133.Click photographs - Photos may exist for this station.
 DQ4133
 DQ4133.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DQ4133
 DQ4133.The Laplace correction was computed from DEFLEC18 derived deflections.
 DQ4133
 DQ4133.The ellipsoidal height was determined by GPS observations
 DQ4133.and is referenced to NAD 83.
 DQ4133
 DQ4133.The dynamic height is computed by dividing the NAVD 88
 DQ4133.geopotential number by the normal gravity value computed on the
 DQ4133.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ4133.degrees latitude (g = 980.6199 gals.).
 DQ4133
 DQ4133.The modeled gravity was interpolated from observed gravity values.
 DQ4133
 DQ4133. The following values were computed from the NAD 83(2011) position.
 DQ4133
 DQ4133;                    North         East     Units Scale Factor Converg.
 DQ4133;SPC MN C     -   337,869.388   725,524.230   MT  1.00001991   -0 42 36.6
 DQ4133;SPC MN C     - 1,108,493.15  2,380,324.08   sFT  1.00001991   -0 42 36.6
 DQ4133;UTM  15      - 5,222,681.966   330,765.982   MT  0.99995200   -1 38 10.2
 DQ4133
 DQ4133!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DQ4133!SPC MN C     -   0.99992759  x   1.00001991  =   0.99994749
 DQ4133!UTM  15      -   0.99992759  x   0.99995200  =   0.99987959
 DQ4133
 DQ4133_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUN3076522681(NAD 83)
 DQ4133
 DQ4133                          SUPERSEDED SURVEY CONTROL
 DQ4133
 DQ4133.No superseded survey control is available for this station.
 DQ4133
 DQ4133_MARKER: F = FLANGE-ENCASED ROD
 DQ4133_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DQ4133_STAMPING: 0307 T 2015
 DQ4133_MARK LOGO: MNDT
 DQ4133_PROJECTION: RECESSED 5 CENTIMETERS
 DQ4133_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DQ4133_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ4133_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ4133+SATELLITE: SATELLITE OBSERVATIONS - December 11, 2023
 DQ4133_ROD/PIPE-DEPTH: 18.3 meters
 DQ4133
 DQ4133  HISTORY     - Date     Condition        Report By
 DQ4133  HISTORY     - 20150923 MONUMENTED       MNDT
 DQ4133  HISTORY     - 20210630 GOOD             MNDT
 DQ4133  HISTORY     - 20231211 GOOD             MNDT
 DQ4133
 DQ4133                          STATION DESCRIPTION
 DQ4133
 DQ4133'DESCRIBED BY MN DEPT OF TRANSP 2015
 DQ4133'THE MARK IS LOCATED ABOUT 16.85 MI (27.11 KM) NORTHWEST OF PARK
 DQ4133'RAPIDS, 3.85 MI (6.19 KM) WEST ALONG TRUNK HIGHWAY 113  FROM THE
 DQ4133'JUNCTION OF TRUNK HIGHWAY 113 AND TRUNK HIGHWAY 71 (JUNCTION IS 18.0
 DQ4133'MI (29.0 KM) NORTH OF PARK RAPIDS), AT TRUNK HIGHWAY 113 MILE POINT
 DQ4133'50.85, 31.7 FT (9.7 M) NORTH-NORTHWEST OF TRUNK HIGHWAY 113, 10.0 FT
 DQ4133'(3.0 M) SOUTH-SOUTHEAST OF A WITNESS POST.
 DQ4133
 DQ4133                          STATION RECOVERY (2021)
 DQ4133
 DQ4133'RECOVERY NOTE BY MN DEPT OF TRANSP 2021 (DAS)
 DQ4133'RECOVERED IN GOOD CONDITION.
 DQ4133
 DQ4133                          STATION RECOVERY (2023)
 DQ4133
 DQ4133'RECOVERY NOTE BY MN DEPT OF TRANSP 2023 (KMS)
 DQ4133'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DQ4132 ***********************************************************************
 DQ4132  DESIGNATION -  0307 U
 DQ4132  PID         -  DQ4132
 DQ4132  STATE/COUNTY-  MN/BECKER
 DQ4132  COUNTRY     -  US
 DQ4132  USGS QUAD   -  LAKE ITASCA (2019)
 DQ4132
 DQ4132                         *CURRENT SURVEY CONTROL
 DQ4132  ______________________________________________________________________
 DQ4132* NAD 83(1986) POSITION- 47 08 16.68   (N) 095 12 38.37   (W)   HD_HELD1
 DQ4132* NAVD 88 ORTHO HEIGHT -   497.086 (meters)     1630.86  (feet) ADJUSTED
 DQ4132  ______________________________________________________________________
 DQ4132  GEOID HEIGHT    -        -27.193 (meters)                     GEOID18
 DQ4132  DYNAMIC HEIGHT  -        497.123 (meters)     1630.98  (feet) COMP
 DQ4132  MODELED GRAVITY -    980,671.7   (mgal)                       NAVD 88
 DQ4132
 DQ4132  VERT ORDER      -  SECOND    CLASS I
 DQ4132
 DQ4132.The horizontal coordinates were determined by differentially corrected
 DQ4132.hand held GPS observations or other comparable positioning techniques
 DQ4132.and have an estimated accuracy of +/- 3 meters.
 DQ4132
 DQ4132.The orthometric height was determined by differential leveling and
 DQ4132.adjusted by the NATIONAL GEODETIC SURVEY
 DQ4132.in August 2019.
 DQ4132
 DQ4132.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ4132.GEOID18 height accuracy estimate available here.
 DQ4132
 DQ4132.Click photographs - Photos may exist for this station.
 DQ4132
 DQ4132.The dynamic height is computed by dividing the NAVD 88
 DQ4132.geopotential number by the normal gravity value computed on the
 DQ4132.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ4132.degrees latitude (g = 980.6199 gals.).
 DQ4132
 DQ4132.The modeled gravity was interpolated from observed gravity values.
 DQ4132
 DQ4132;                    North         East    Units  Estimated Accuracy
 DQ4132;SPC MN C     -   338,080.3     727,124.8     MT  (+/- 3 meters HH1 GPS) 
 DQ4132
 DQ4132_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUN3236922867(NAD 83)
 DQ4132
 DQ4132                          SUPERSEDED SURVEY CONTROL
 DQ4132
 DQ4132.No superseded survey control is available for this station.
 DQ4132
 DQ4132_MARKER: I = METAL ROD
 DQ4132_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DQ4132_STAMPING: 0307 U 2015
 DQ4132_MARK LOGO: MNDT
 DQ4132_PROJECTION: RECESSED 5 CENTIMETERS
 DQ4132_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DQ4132_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ4132_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ4132+SATELLITE: SATELLITE OBSERVATIONS - August 02, 2023
 DQ4132_ROD/PIPE-DEPTH: 7.0 meters
 DQ4132
 DQ4132  HISTORY     - Date     Condition        Report By
 DQ4132  HISTORY     - 20150922 MONUMENTED       MNDT
 DQ4132  HISTORY     - 20190827 GOOD             MNDT
 DQ4132  HISTORY     - 20230802 GOOD             MNDT
 DQ4132
 DQ4132                          STATION DESCRIPTION
 DQ4132
 DQ4132'DESCRIBED BY MN DEPT OF TRANSP 2015
 DQ4132'THE MARK IS LOCATED ABOUT 16.55 MI (26.63 KM) NORTHWEST OF PARK
 DQ4132'RAPIDS, 2.8 MI (4.5 KM) WEST ALONG TRUNK HIGHWAY 113  FROM THE
 DQ4132'JUNCTION OF TRUNK HIGHWAY 113 AND TRUNK HIGHWAY 71 (JUNCTION IS 18.0
 DQ4132'MI (29.0 KM) NORTH OF PARK RAPIDS), AT TRUNK HIGHWAY 113 MILE POINT
 DQ4132'51.90, 23.1 FT (7.0 M) SOUTH-SOUTHWEST OF TRUNK HIGHWAY 113, 1.5 FT
 DQ4132'(0.5 M) NORTH-NORTHEAST OF A WITNESS POST.
 DQ4132
 DQ4132                          STATION RECOVERY (2019)
 DQ4132
 DQ4132'RECOVERY NOTE BY MN DEPT OF TRANSP 2019 (KMS)
 DQ4132'RECOVERED IN GOOD CONDITION.
 DQ4132
 DQ4132                          STATION RECOVERY (2023)
 DQ4132
 DQ4132'RECOVERY NOTE BY MN DEPT OF TRANSP 2023 (KMS)
 DQ4132'16.55 MI (26.63 KM) NORTHWEST OF PARK RAPIDS, 2.8 MI (4.5 KM) WEST
 DQ4132'ALONG TRUNK HIGHWAY 113 FROM THE JUNCTION OF TRUNK HIGHWAY 113 AND
 DQ4132'TRUNK HIGHWAY 71 (THE JUNCTION IS 18.0 MI (29.0 KM) NORTH OF PARK
 DQ4132'RAPIDS), AT TRUNK HIGHWAY 113 MILE POINT 51.90, 23.1 FT (7.0 M)
 DQ4132'SOUTH-SOUTHWEST OF TRUNK HIGHWAY 113, 1.5 FT (0.5 M) NORTH-NORTHEAST
 DQ4132'OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DQ4131 ***********************************************************************
 DQ4131  DESIGNATION -  0307 V
 DQ4131  PID         -  DQ4131
 DQ4131  STATE/COUNTY-  MN/BECKER
 DQ4131  COUNTRY     -  US
 DQ4131  USGS QUAD   -  LAKE ITASCA (2019)
 DQ4131
 DQ4131                         *CURRENT SURVEY CONTROL
 DQ4131  ______________________________________________________________________
 DQ4131* NAD 83(2011) POSITION- 47 08 09.74217(N) 095 11 36.82126(W)   ADJUSTED
 DQ4131* NAD 83(2011) ELLIP HT-   462.148 (meters)        (07/16/24)   ADJUSTED
 DQ4131* NAD 83(2011) EPOCH   -  2010.00
 DQ4131* NAVD 88 ORTHO HEIGHT -   489.348 (meters)     1605.47  (feet) ADJUSTED
 DQ4131  ______________________________________________________________________
 DQ4131  GEOID HEIGHT    -        -27.194 (meters)                     GEOID18
 DQ4131  NAD 83(2011) X  -   -393,486.919 (meters)                     COMP
 DQ4131  NAD 83(2011) Y  - -4,329,083.022 (meters)                     COMP
 DQ4131  NAD 83(2011) Z  -  4,652,404.799 (meters)                     COMP
 DQ4131  LAPLACE CORR    -         -1.18  (seconds)                    DEFLEC18
 DQ4131  DYNAMIC HEIGHT  -        489.388 (meters)     1605.60  (feet) COMP
 DQ4131  MODELED GRAVITY -    980,677.5   (mgal)                       NAVD 88
 DQ4131
 DQ4131  VERT ORDER      -  SECOND    CLASS I
 DQ4131
 DQ4131  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DQ4131  Standards:
 DQ4131         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DQ4131            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DQ4131  -------------------------------------------------------------------
 DQ4131  NETWORK    0.51   0.92           0.23   0.18   0.47      0.10837718
 DQ4131  -------------------------------------------------------------------
 DQ4131  Click here for local accuracies and other accuracy information.
 DQ4131
 DQ4131.The horizontal coordinates were established by GPS observations
 DQ4131.and adjusted by the MN DEPT OF TRANSP in July 2024.
 DQ4131
 DQ4131.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DQ4131.been affixed to the stable North American tectonic plate. See 
 DQ4131.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DQ4131
 DQ4131.The horizontal coordinates are valid at the epoch date displayed above
 DQ4131.which is a decimal equivalence of Year/Month/Day.
 DQ4131
 DQ4131.The orthometric height was determined by differential leveling and
 DQ4131.adjusted by the NATIONAL GEODETIC SURVEY
 DQ4131.in August 2019.
 DQ4131
 DQ4131.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ4131.GEOID18 height accuracy estimate available here.
 DQ4131
 DQ4131.Click photographs - Photos may exist for this station.
 DQ4131
 DQ4131.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DQ4131
 DQ4131.The Laplace correction was computed from DEFLEC18 derived deflections.
 DQ4131
 DQ4131.The ellipsoidal height was determined by GPS observations
 DQ4131.and is referenced to NAD 83.
 DQ4131
 DQ4131.The dynamic height is computed by dividing the NAVD 88
 DQ4131.geopotential number by the normal gravity value computed on the
 DQ4131.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ4131.degrees latitude (g = 980.6199 gals.).
 DQ4131
 DQ4131.The modeled gravity was interpolated from observed gravity values.
 DQ4131
 DQ4131. The following values were computed from the NAD 83(2011) position.
 DQ4131
 DQ4131;                    North         East     Units Scale Factor Converg.
 DQ4131;SPC MN C     -   337,850.499   728,419.111   MT  1.00001995   -0 40 57.2
 DQ4131;SPC MN C     - 1,108,431.18  2,389,821.70   sFT  1.00001995   -0 40 57.2
 DQ4131;UTM  15      - 5,222,616.309   333,659.967   MT  0.99994006   -1 36 29.5
 DQ4131
 DQ4131!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DQ4131!SPC MN C     -   0.99992756  x   1.00001995  =   0.99994751
 DQ4131!UTM  15      -   0.99992756  x   0.99994006  =   0.99986763
 DQ4131
 DQ4131_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUN3365922616(NAD 83)
 DQ4131
 DQ4131                          SUPERSEDED SURVEY CONTROL
 DQ4131
 DQ4131.No superseded survey control is available for this station.
 DQ4131
 DQ4131_MARKER: F = FLANGE-ENCASED ROD
 DQ4131_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DQ4131_STAMPING: 0307 V 2015
 DQ4131_MARK LOGO: MNDT
 DQ4131_PROJECTION: RECESSED 5 CENTIMETERS
 DQ4131_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DQ4131_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ4131_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ4131+SATELLITE: SATELLITE OBSERVATIONS - December 07, 2023
 DQ4131_ROD/PIPE-DEPTH: 19.8 meters
 DQ4131
 DQ4131  HISTORY     - Date     Condition        Report By
 DQ4131  HISTORY     - 20150923 MONUMENTED       MNDT
 DQ4131  HISTORY     - 20190827 GOOD             MNDT
 DQ4131  HISTORY     - 20231207 GOOD             MNDT
 DQ4131
 DQ4131                          STATION DESCRIPTION
 DQ4131
 DQ4131'DESCRIBED BY MN DEPT OF TRANSP 2015
 DQ4131'THE MARK IS LOCATED ABOUT 16.05 MI (25.82 KM) NORTH-NORTHWEST OF PARK
 DQ4131'RAPIDS, 2.0 MI (3.2 KM) WEST ALONG TRUNK HIGHWAY 113  FROM THE
 DQ4131'JUNCTION OF TRUNK HIGHWAY 113 AND TRUNK HIGHWAY 71 (JUNCTION IS 18.0
 DQ4131'MI (29.0 KM) NORTH OF PARK RAPIDS), AT TRUNK HIGHWAY 113 MILE POINT
 DQ4131'52.70, 41.8 FT (12.7 M) NORTH-NORTHEAST OF TRUNK HIGHWAY 113, 1.5 FT
 DQ4131'(0.5 M) SOUTH-SOUTHWEST OF A WITNESS POST.
 DQ4131
 DQ4131                          STATION RECOVERY (2019)
 DQ4131
 DQ4131'RECOVERY NOTE BY MN DEPT OF TRANSP 2019 (DAS)
 DQ4131'RECOVERED IN GOOD CONDITION.
 DQ4131
 DQ4131                          STATION RECOVERY (2023)
 DQ4131
 DQ4131'RECOVERY NOTE BY MN DEPT OF TRANSP 2023 (KMS)
 DQ4131'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DQ4130 ***********************************************************************
 DQ4130  DESIGNATION -  0307 W
 DQ4130  PID         -  DQ4130
 DQ4130  STATE/COUNTY-  MN/BECKER
 DQ4130  COUNTRY     -  US
 DQ4130  USGS QUAD   -  LAKE ITASCA (2019)
 DQ4130
 DQ4130                         *CURRENT SURVEY CONTROL
 DQ4130  ______________________________________________________________________
 DQ4130* NAD 83(2011) POSITION- 47 08 15.36773(N) 095 10 42.06235(W)   ADJUSTED
 DQ4130* NAD 83(2011) ELLIP HT-   447.370 (meters)        (07/16/24)   ADJUSTED
 DQ4130* NAD 83(2011) EPOCH   -  2010.00
 DQ4130* NAVD 88 ORTHO HEIGHT -   474.592 (meters)     1557.06  (feet) ADJUSTED
 DQ4130  ______________________________________________________________________
 DQ4130  GEOID HEIGHT    -        -27.201 (meters)                     GEOID18
 DQ4130  NAD 83(2011) X  -   -392,325.225 (meters)                     COMP
 DQ4130  NAD 83(2011) Y  - -4,329,050.494 (meters)                     COMP
 DQ4130  NAD 83(2011) Z  -  4,652,512.153 (meters)                     COMP
 DQ4130  LAPLACE CORR    -         -1.03  (seconds)                    DEFLEC18
 DQ4130  DYNAMIC HEIGHT  -        474.632 (meters)     1557.19  (feet) COMP
 DQ4130  MODELED GRAVITY -    980,681.2   (mgal)                       NAVD 88
 DQ4130
 DQ4130  VERT ORDER      -  SECOND    CLASS I
 DQ4130
 DQ4130  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DQ4130  Standards:
 DQ4130         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DQ4130            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DQ4130  -------------------------------------------------------------------
 DQ4130  NETWORK    0.40   0.71           0.18   0.14   0.36      0.04479509
 DQ4130  -------------------------------------------------------------------
 DQ4130  Click here for local accuracies and other accuracy information.
 DQ4130
 DQ4130.The horizontal coordinates were established by GPS observations
 DQ4130.and adjusted by the MN DEPT OF TRANSP in July 2024.
 DQ4130
 DQ4130.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DQ4130.been affixed to the stable North American tectonic plate. See 
 DQ4130.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DQ4130
 DQ4130.The horizontal coordinates are valid at the epoch date displayed above
 DQ4130.which is a decimal equivalence of Year/Month/Day.
 DQ4130
 DQ4130.The orthometric height was determined by differential leveling and
 DQ4130.adjusted by the NATIONAL GEODETIC SURVEY
 DQ4130.in August 2019.
 DQ4130
 DQ4130.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ4130.GEOID18 height accuracy estimate available here.
 DQ4130
 DQ4130.Click photographs - Photos may exist for this station.
 DQ4130
 DQ4130.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DQ4130
 DQ4130.The Laplace correction was computed from DEFLEC18 derived deflections.
 DQ4130
 DQ4130.The ellipsoidal height was determined by GPS observations
 DQ4130.and is referenced to NAD 83.
 DQ4130
 DQ4130.The dynamic height is computed by dividing the NAVD 88
 DQ4130.geopotential number by the normal gravity value computed on the
 DQ4130.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ4130.degrees latitude (g = 980.6199 gals.).
 DQ4130
 DQ4130.The modeled gravity was interpolated from observed gravity values.
 DQ4130
 DQ4130. The following values were computed from the NAD 83(2011) position.
 DQ4130
 DQ4130;                    North         East     Units Scale Factor Converg.
 DQ4130;SPC MN C     -   338,010.580   729,575.023   MT  1.00002033   -0 40 17.6
 DQ4130;SPC MN C     - 1,108,956.38  2,393,614.05   sFT  1.00002033   -0 40 17.6
 DQ4130;UTM  15      - 5,222,757.686   334,818.218   MT  0.99993534   -1 35 49.4
 DQ4130
 DQ4130!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DQ4130!SPC MN C     -   0.99992988  x   1.00002033  =   0.99995021
 DQ4130!UTM  15      -   0.99992988  x   0.99993534  =   0.99986523
 DQ4130
 DQ4130_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUN3481822757(NAD 83)
 DQ4130
 DQ4130                          SUPERSEDED SURVEY CONTROL
 DQ4130
 DQ4130.No superseded survey control is available for this station.
 DQ4130
 DQ4130_MARKER: F = FLANGE-ENCASED ROD
 DQ4130_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DQ4130_STAMPING: 0307 W 2015
 DQ4130_MARK LOGO: MNDT
 DQ4130_PROJECTION: RECESSED 5 CENTIMETERS
 DQ4130_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DQ4130_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ4130_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ4130+SATELLITE: SATELLITE OBSERVATIONS - December 07, 2023
 DQ4130_ROD/PIPE-DEPTH: 25.6 meters
 DQ4130
 DQ4130  HISTORY     - Date     Condition        Report By
 DQ4130  HISTORY     - 20150923 MONUMENTED       MNDT
 DQ4130  HISTORY     - 20190827 GOOD             MNDT
 DQ4130  HISTORY     - 20231207 GOOD             MNDT
 DQ4130
 DQ4130                          STATION DESCRIPTION
 DQ4130
 DQ4130'DESCRIBED BY MN DEPT OF TRANSP 2019 (DAS)
 DQ4130'RECOVERED IN GOOD CONDITION.
 DQ4130
 DQ4130                          STATION RECOVERY (2023)
 DQ4130
 DQ4130'RECOVERY NOTE BY MN DEPT OF TRANSP 2023 (KMS)
 DQ4130'15.95 MILES NORTHWEST OF PARK RAPIDS, 1.25 MILES WEST ALONG TRUNK
 DQ4130'HIGHWAY 113 FROM THE JUNCTION OF TRUNK HIGHWAY 113 AND TRUNK HIGHWAY
 DQ4130'71 (THE JUNCTION IS 18.0 MILES NORTH OF PARK RAPIDS), AT TRUNK HIGHWAY
 DQ4130'113 MILEPOINT 53.45, 90.8 FEET SOUTH-SOUTHEAST OF TRUNK HIGHWAY 113,
 DQ4130'108.5 FEET EAST-NORTHEAST OF DRIVEWAY NUMBER 57573, 37.9 FEET
 DQ4130'WEST-SOUTHWEST OF A RIGHT-OF-WAY POST, 1.5 FEET NORTH-NORTHWEST OF A
 DQ4130'WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DI0167 ***********************************************************************
 DI0167  DESIGNATION -  0308 B
 DI0167  PID         -  DI0167
 DI0167  STATE/COUNTY-  MN/BECKER
 DI0167  COUNTRY     -  US
 DI0167  USGS QUAD   -  OGEMA (2019)
 DI0167
 DI0167                         *CURRENT SURVEY CONTROL
 DI0167  ______________________________________________________________________
 DI0167* NAD 83(1986) POSITION- 47 05 44.08   (N) 095 54 40.62   (W)   HD_HELD1
 DI0167* NAVD 88 ORTHO HEIGHT -   395.135 (meters)     1296.37  (feet) ADJUSTED
 DI0167  ______________________________________________________________________
 DI0167  GEOID HEIGHT    -        -27.059 (meters)                     GEOID18
 DI0167  DYNAMIC HEIGHT  -        395.160 (meters)     1296.45  (feet) COMP
 DI0167  MODELED GRAVITY -    980,665.5   (mgal)                       NAVD 88
 DI0167
 DI0167  VERT ORDER      -  SECOND    CLASS I
 DI0167
 DI0167.The horizontal coordinates were determined by differentially corrected
 DI0167.hand held GPS observations or other comparable positioning techniques
 DI0167.and have an estimated accuracy of +/- 3 meters.
 DI0167
 DI0167.The orthometric height was determined by differential leveling and
 DI0167.adjusted by the NATIONAL GEODETIC SURVEY
 DI0167.in June 2023.
 DI0167
 DI0167.Significant digits in the geoid height do not necessarily reflect accuracy.
 DI0167.GEOID18 height accuracy estimate available here.
 DI0167
 DI0167.Click photographs - Photos may exist for this station.
 DI0167
 DI0167.The dynamic height is computed by dividing the NAVD 88
 DI0167.geopotential number by the normal gravity value computed on the
 DI0167.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DI0167.degrees latitude (g = 980.6199 gals.).
 DI0167
 DI0167.The modeled gravity was interpolated from observed gravity values.
 DI0167
 DI0167;                    North         East    Units  Estimated Accuracy
 DI0167;SPC MN C     -   334,248.5     673,882.9     MT  (+/- 3 meters HH1 GPS) 
 DI0167
 DI0167_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTN7906919898(NAD 83)
 DI0167
 DI0167                          SUPERSEDED SURVEY CONTROL
 DI0167
 DI0167  NAVD 88 (09/21/06)  395.154  (m)         1296.43   (f) SUPERSEDED  2 1
 DI0167
 DI0167.Superseded values are not recommended for survey control.
 DI0167
 DI0167.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DI0167.See file dsdata.pdf to determine how the superseded data were derived.
 DI0167
 DI0167_MARKER: DD = SURVEY DISK
 DI0167_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DI0167_STAMPING: 0308 B 2005
 DI0167_MARK LOGO: MNDT
 DI0167_PROJECTION: FLUSH
 DI0167_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DI0167_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DI0167_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DI0167+SATELLITE: SATELLITE OBSERVATIONS - August 01, 2023
 DI0167_ROD/PIPE-DEPTH: 7.6 meters
 DI0167
 DI0167  HISTORY     - Date     Condition        Report By
 DI0167  HISTORY     - 2005     MONUMENTED       MNDT
 DI0167  HISTORY     - 20210628 GOOD             MNDT
 DI0167  HISTORY     - 20230801 GOOD             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
 DI0167
 DI0167                          STATION RECOVERY (2021)
 DI0167
 DI0167'RECOVERY NOTE BY MN DEPT OF TRANSP 2021 (KMS)
 DI0167'RECOVERED AS DESCRIBED.
 DI0167
 DI0167                          STATION RECOVERY (2023)
 DI0167
 DI0167'RECOVERY NOTE BY MN DEPT OF TRANSP 2023 (TJD)
 DI0167'1.0 MI (1.6 KM) SOUTHEAST OF OGEMA, 1.0 MI (1.6 KM) EAST ALONG COUNTY
 DI0167'ROAD 34 FROM THE JUNCTION OF COUNTY ROAD 34 AND TRUNK HIGHWAY 59 IN
 DI0167'OGEMA, 43.6 FT (13.3 M) SOUTHWEST OF COUNTY ROAD 34, 16.2 FT (4.9 M)
 DI0167'SOUTHEAST OF A FIELD ENTRANCE, 1.2 FT (0.4 M) WEST OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DI0168 ***********************************************************************
 DI0168  DESIGNATION -  0308 C
 DI0168  PID         -  DI0168
 DI0168  STATE/COUNTY-  MN/BECKER
 DI0168  COUNTRY     -  US
 DI0168  USGS QUAD   -  OGEMA (2019)
 DI0168
 DI0168                         *CURRENT SURVEY CONTROL
 DI0168  ______________________________________________________________________
 DI0168* NAD 83(1986) POSITION- 47 05 34.4    (N) 095 53 25.8    (W)   HD_HELD2
 DI0168* NAVD 88 ORTHO HEIGHT -   419.241 (meters)     1375.46  (feet) ADJUSTED
 DI0168  ______________________________________________________________________
 DI0168  GEOID HEIGHT    -        -27.052 (meters)                     GEOID18
 DI0168  DYNAMIC HEIGHT  -        419.266 (meters)     1375.54  (feet) COMP
 DI0168  MODELED GRAVITY -    980,661.2   (mgal)                       NAVD 88
 DI0168
 DI0168  VERT ORDER      -  SECOND    CLASS I
 DI0168
 DI0168.The horizontal coordinates were established by autonomous hand held GPS
 DI0168.observations and have an estimated accuracy of +/- 10 meters.
 DI0168
 DI0168.The orthometric height was determined by differential leveling and
 DI0168.adjusted by the NATIONAL GEODETIC SURVEY
 DI0168.in June 2023.
 DI0168
 DI0168.Significant digits in the geoid height do not necessarily reflect accuracy.
 DI0168.GEOID18 height accuracy estimate available here.
 DI0168
 DI0168.Click photographs - Photos may exist for this station.
 DI0168
 DI0168.The dynamic height is computed by dividing the NAVD 88
 DI0168.geopotential number by the normal gravity value computed on the
 DI0168.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DI0168.degrees latitude (g = 980.6199 gals.).
 DI0168
 DI0168.The modeled gravity was interpolated from observed gravity values.
 DI0168
 DI0168;                    North         East    Units  Estimated Accuracy
 DI0168;SPC MN C     -   333,917.      675,454.      MT  (+/- 10 meters HH2 GPS)
 DI0168
 DI0168_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTN8063519541(NAD 83)
 DI0168
 DI0168                          SUPERSEDED SURVEY CONTROL
 DI0168
 DI0168  NAVD 88 (09/21/06)  419.262  (m)         1375.53   (f) SUPERSEDED  2 1
 DI0168
 DI0168.Superseded values are not recommended for survey control.
 DI0168
 DI0168.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DI0168.See file dsdata.pdf to determine how the superseded data were derived.
 DI0168
 DI0168_MARKER: DD = SURVEY DISK
 DI0168_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DI0168_STAMPING: 0308 C 2005
 DI0168_MARK LOGO: MNDT
 DI0168_PROJECTION: RECESSED 5 CENTIMETERS
 DI0168_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DI0168_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DI0168_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DI0168+SATELLITE: SATELLITE OBSERVATIONS - August 02, 2023
 DI0168_ROD/PIPE-DEPTH: 6.1 meters
 DI0168
 DI0168  HISTORY     - Date     Condition        Report By
 DI0168  HISTORY     - 2005     MONUMENTED       MNDT
 DI0168  HISTORY     - 20190918 GOOD             MNDT
 DI0168  HISTORY     - 20230802 POOR             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
 DI0168
 DI0168                          STATION RECOVERY (2019)
 DI0168
 DI0168'RECOVERY NOTE BY MN DEPT OF TRANSP 2019 (KMS)
 DI0168'RECOVERED AS DESCRIBED.
 DI0168
 DI0168                          STATION RECOVERY (2023)
 DI0168
 DI0168'RECOVERY NOTE BY MN DEPT OF TRANSP 2023 (TJD)
 DI0168'2.0 MI (3.2 KM) EAST-SOUTHEAST OF OGEMA, 2.0 MI (3.2 KM) EAST ALONG
 DI0168'TRUNK HIGHWAY 224 FROM THE JUNCTION OF TRUNK HIGHWAY 224 AND TRUNK
 DI0168'HIGHWAY 59 IN OGEMA, AT TRUNK HIGHWAY 224 MILE POINT 2.0, 68.6 FT
 DI0168'(20.9 M) SOUTH OF TRUNK HIGHWAY 224, 64.7 WEST OF COUNTY ROAD 109, 1.5
 DI0168'FT (0.5 M) NORTH OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DQ4285 ***********************************************************************
 DQ4285  DESIGNATION -  0309 A
 DQ4285  PID         -  DQ4285
 DQ4285  STATE/COUNTY-  MN/BECKER
 DQ4285  COUNTRY     -  US
 DQ4285  USGS QUAD   -  OSAGE (2019)
 DQ4285
 DQ4285                         *CURRENT SURVEY CONTROL
 DQ4285  ______________________________________________________________________
 DQ4285* NAD 83(1986) POSITION- 46 56 05.29   (N) 095 16 08.19   (W)   HD_HELD1
 DQ4285* NAVD 88 ORTHO HEIGHT -   459.523 (meters)     1507.62  (feet) ADJUSTED
 DQ4285  ______________________________________________________________________
 DQ4285  GEOID HEIGHT    -        -26.975 (meters)                     GEOID18
 DQ4285  DYNAMIC HEIGHT  -        459.551 (meters)     1507.71  (feet) COMP
 DQ4285  MODELED GRAVITY -    980,661.5   (mgal)                       NAVD 88
 DQ4285
 DQ4285  VERT ORDER      -  SECOND    CLASS I
 DQ4285
 DQ4285.The horizontal coordinates were determined by differentially corrected
 DQ4285.hand held GPS observations or other comparable positioning techniques
 DQ4285.and have an estimated accuracy of +/- 3 meters.
 DQ4285
 DQ4285.The orthometric height was determined by differential leveling and
 DQ4285.adjusted by the NATIONAL GEODETIC SURVEY
 DQ4285.in August 2019.
 DQ4285
 DQ4285.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ4285.GEOID18 height accuracy estimate available here.
 DQ4285
 DQ4285.Click photographs - Photos may exist for this station.
 DQ4285
 DQ4285.The dynamic height is computed by dividing the NAVD 88
 DQ4285.geopotential number by the normal gravity value computed on the
 DQ4285.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ4285.degrees latitude (g = 980.6199 gals.).
 DQ4285
 DQ4285.The modeled gravity was interpolated from observed gravity values.
 DQ4285
 DQ4285;                    North         East    Units  Estimated Accuracy
 DQ4285;SPC MN C     -   315,551.5     722,413.1     MT  (+/- 3 meters HH1 GPS) 
 DQ4285
 DQ4285_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUN2729500417(NAD 83)
 DQ4285
 DQ4285                          SUPERSEDED SURVEY CONTROL
 DQ4285
 DQ4285.No superseded survey control is available for this station.
 DQ4285
 DQ4285_MARKER: F = FLANGE-ENCASED ROD
 DQ4285_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DQ4285_STAMPING: 0309 A 2015
 DQ4285_MARK LOGO: MNDT
 DQ4285_PROJECTION: RECESSED 5 CENTIMETERS
 DQ4285_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DQ4285_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ4285_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ4285+SATELLITE: SATELLITE OBSERVATIONS - June 21, 2022
 DQ4285_ROD/PIPE-DEPTH: 16.5 meters
 DQ4285
 DQ4285  HISTORY     - Date     Condition        Report By
 DQ4285  HISTORY     - 20150929 MONUMENTED       MNDT
 DQ4285  HISTORY     - 20220621 GOOD             MNDT
 DQ4285
 DQ4285                          STATION DESCRIPTION
 DQ4285
 DQ4285'DESCRIBED BY MN DEPT OF TRANSP 2015
 DQ4285'THE MARK IS LOCATED ABOUT 1.0 MI (1.6 KM) NORTHWEST OF OSAGE, 1.0 MI
 DQ4285'(1.6 KM) NORTH ALONG TRUNK HIGHWAY 225 FROM THE JUNCTION OF TRUNK
 DQ4285'HIGHWAY 225 AND TRUNK HIGHWAY 34 (JUNCTION IS 0.5 MI (0.8 KM) WEST OF
 DQ4285'OSAGE), AT TRUNK HIGHWAY 225 MILE POINT 7.85, 67.2 FT (20.5 M)
 DQ4285'NORTHEAST OF TRUNK HIGHWAY 225, 58.5 FT (17.8 M) SOUTH OF WASHINGTON
 DQ4285'DRIVE, 32.9 FT (10.0 M) WEST OF PARK TRAIL, 26.6 FT (8.1 M)
 DQ4285'SOUTH-SOUTHEAST OF POWER POLE, 1.5 FT (0.5 M) SOUTHWEST OF A WITNESS
 DQ4285'POST.
 DQ4285
 DQ4285                          STATION RECOVERY (2022)
 DQ4285
 DQ4285'RECOVERY NOTE BY MN DEPT OF TRANSP 2022 (KMS)
 DQ4285'1.0 MI (1.6 KM) NORTHWEST OF OSAGE, 1.0 MI (1.6 KM) NORTH ALONG COUNTY
 DQ4285'ROAD 26 FROM THE JUNCTION OF COUNTY ROAD 26/COUNTY ROAD 47 AND COUNTY
 DQ4285'ROAD 34 (THE JUNCTION IS 0.5 MI (0.8 KM) WEST OF OSAGE), 67.2 FT (20.5
 DQ4285'M) NORTHEAST OF COUNTY ROAD 26, 58.5 FT (17.8 M) SOUTH OF WASHINGTON
 DQ4285'DRIVE, 32.9 FT (10.0 M) WEST OF A PARK TRAIL, 26.6 FT (8.1 M)
 DQ4285'SOUTH-SOUTHEAST OF A POWER POLE, 1.5 FT (0.5 M) SOUTHWEST OF A WITNESS
 DQ4285'POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DQ4286 ***********************************************************************
 DQ4286  DESIGNATION -  0309 B
 DQ4286  PID         -  DQ4286
 DQ4286  STATE/COUNTY-  MN/BECKER
 DQ4286  COUNTRY     -  US
 DQ4286  USGS QUAD   -  OSAGE (2019)
 DQ4286
 DQ4286                         *CURRENT SURVEY CONTROL
 DQ4286  ______________________________________________________________________
 DQ4286* NAD 83(1986) POSITION- 46 56 04.27   (N) 095 17 19.29   (W)   HD_HELD1
 DQ4286* NAVD 88 ORTHO HEIGHT -   459.320 (meters)     1506.95  (feet) ADJUSTED
 DQ4286  ______________________________________________________________________
 DQ4286  GEOID HEIGHT    -        -26.932 (meters)                     GEOID18
 DQ4286  DYNAMIC HEIGHT  -        459.348 (meters)     1507.04  (feet) COMP
 DQ4286  MODELED GRAVITY -    980,661.8   (mgal)                       NAVD 88
 DQ4286
 DQ4286  VERT ORDER      -  SECOND    CLASS I
 DQ4286
 DQ4286.The horizontal coordinates were determined by differentially corrected
 DQ4286.hand held GPS observations or other comparable positioning techniques
 DQ4286.and have an estimated accuracy of +/- 3 meters.
 DQ4286
 DQ4286.The orthometric height was determined by differential leveling and
 DQ4286.adjusted by the NATIONAL GEODETIC SURVEY
 DQ4286.in August 2019.
 DQ4286
 DQ4286.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ4286.GEOID18 height accuracy estimate available here.
 DQ4286
 DQ4286.Click photographs - Photos may exist for this station.
 DQ4286
 DQ4286.The dynamic height is computed by dividing the NAVD 88
 DQ4286.geopotential number by the normal gravity value computed on the
 DQ4286.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ4286.degrees latitude (g = 980.6199 gals.).
 DQ4286
 DQ4286.The modeled gravity was interpolated from observed gravity values.
 DQ4286
 DQ4286;                    North         East    Units  Estimated Accuracy
 DQ4286;SPC MN C     -   315,539.5     720,908.9     MT  (+/- 3 meters HH1 GPS) 
 DQ4286
 DQ4286_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUN2579100430(NAD 83)
 DQ4286
 DQ4286                          SUPERSEDED SURVEY CONTROL
 DQ4286
 DQ4286.No superseded survey control is available for this station.
 DQ4286
 DQ4286_MARKER: F = FLANGE-ENCASED ROD
 DQ4286_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DQ4286_STAMPING: 0309 B 2015
 DQ4286_MARK LOGO: MNDT
 DQ4286_PROJECTION: RECESSED 10 CENTIMETERS
 DQ4286_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DQ4286_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ4286_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ4286+SATELLITE: SATELLITE OBSERVATIONS - June 21, 2022
 DQ4286_ROD/PIPE-DEPTH: 16.8 meters
 DQ4286
 DQ4286  HISTORY     - Date     Condition        Report By
 DQ4286  HISTORY     - 20150929 MONUMENTED       MNDT
 DQ4286  HISTORY     - 20220621 GOOD             MNDT
 DQ4286
 DQ4286                          STATION DESCRIPTION
 DQ4286
 DQ4286'DESCRIBED BY MN DEPT OF TRANSP 2015
 DQ4286'THE MARK IS LOCATED ABOUT 2.0 MI (3.2 KM) NORTHWEST OF OSAGE, 2.0 MI
 DQ4286'(3.2 KM) NORTH AND WEST ALONG TRUNK HIGHWAY 225 FROM THE JUNCTION OF
 DQ4286'TRUNK HIGHWAY 225 AND TRUNK HIGHWAY 34 (JUNCTION IS 0.5 MI (0.8 KM)
 DQ4286'WEST OF OSAGE), AT TRUNK HIGHWAY 225 MILE POINT 6.85, 65.0 FT (19.8 M)
 DQ4286'SOUTHWEST OF TRUNK HIGHWAY 225, 54.4 FT (16.6 M) NORTH-NORTHWEST OF
 DQ4286'POWER POLE NUMBER OT 216, 21.3 FT (6.5 M) EAST OF TRAIL, 1.5 FT (0.5
 DQ4286'M) NORTHEAST OF A WITNESS POST.
 DQ4286
 DQ4286                          STATION RECOVERY (2022)
 DQ4286
 DQ4286'RECOVERY NOTE BY MN DEPT OF TRANSP 2022 (KMS)
 DQ4286'2.0 MI (3.2 KM) NORTHWEST OF OSAGE, 2.0 MI (3.2 KM) NORTH AND WEST
 DQ4286'ALONG COUNTY ROAD 26 FROM THE JUNCTION OF COUNTY ROAD 26/COUNTY ROAD
 DQ4286'47 AND TRUNK HIGHWAY 34 (THE JUNCTION IS 0.5 MI (0.8 KM) WEST OF
 DQ4286'OSAGE), 65.0 FT (19.8 M) SOUTHWEST OF COUNTY ROAD 26, 54.4 FT (16.6 M)
 DQ4286'NORTH-NORTHWEST OF A POWER POLE NUMBER OT 216, 21.3 FT (6.5 M) EAST OF
 DQ4286'A TRAIL, 1.5 FT (0.5 M) NORTHEAST OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DQ4289 ***********************************************************************
 DQ4289  DESIGNATION -  0309 C
 DQ4289  PID         -  DQ4289
 DQ4289  STATE/COUNTY-  MN/BECKER
 DQ4289  COUNTRY     -  US
 DQ4289  USGS QUAD   -  OSAGE (2019)
 DQ4289
 DQ4289                         *CURRENT SURVEY CONTROL
 DQ4289  ______________________________________________________________________
 DQ4289* NAD 83(1986) POSITION- 46 56 55.67   (N) 095 19 17.36   (W)   HD_HELD1
 DQ4289* NAVD 88 ORTHO HEIGHT -   465.019 (meters)     1525.65  (feet) ADJUSTED
 DQ4289  ______________________________________________________________________
 DQ4289  GEOID HEIGHT    -        -26.873 (meters)                     GEOID18
 DQ4289  DYNAMIC HEIGHT  -        465.049 (meters)     1525.75  (feet) COMP
 DQ4289  MODELED GRAVITY -    980,665.1   (mgal)                       NAVD 88
 DQ4289
 DQ4289  VERT ORDER      -  SECOND    CLASS I
 DQ4289
 DQ4289.The horizontal coordinates were determined by differentially corrected
 DQ4289.hand held GPS observations or other comparable positioning techniques
 DQ4289.and have an estimated accuracy of +/- 3 meters.
 DQ4289
 DQ4289.The orthometric height was determined by differential leveling and
 DQ4289.adjusted by the NATIONAL GEODETIC SURVEY
 DQ4289.in August 2019.
 DQ4289
 DQ4289.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ4289.GEOID18 height accuracy estimate available here.
 DQ4289
 DQ4289.Click photographs - Photos may exist for this station.
 DQ4289
 DQ4289.The dynamic height is computed by dividing the NAVD 88
 DQ4289.geopotential number by the normal gravity value computed on the
 DQ4289.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ4289.degrees latitude (g = 980.6199 gals.).
 DQ4289
 DQ4289.The modeled gravity was interpolated from observed gravity values.
 DQ4289
 DQ4289;                    North         East    Units  Estimated Accuracy
 DQ4289;SPC MN C     -   317,159.8     718,433.2     MT  (+/- 3 meters HH1 GPS) 
 DQ4289
 DQ4289_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUN2334202090(NAD 83)
 DQ4289
 DQ4289                          SUPERSEDED SURVEY CONTROL
 DQ4289
 DQ4289.No superseded survey control is available for this station.
 DQ4289
 DQ4289_MARKER: F = FLANGE-ENCASED ROD
 DQ4289_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DQ4289_STAMPING: 0309 C 2015
 DQ4289_MARK LOGO: MNDT
 DQ4289_PROJECTION: RECESSED 5 CENTIMETERS
 DQ4289_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DQ4289_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ4289_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ4289+SATELLITE: SATELLITE OBSERVATIONS - September 29, 2015
 DQ4289_ROD/PIPE-DEPTH: 22.6 meters
 DQ4289
 DQ4289  HISTORY     - Date     Condition        Report By
 DQ4289  HISTORY     - 20150929 MONUMENTED       MNDT
 DQ4289  HISTORY     - 20210630 MARK NOT FOUND   MNDT
 DQ4289  HISTORY     - 20220622 GOOD             MNDT
 DQ4289
 DQ4289                          STATION DESCRIPTION
 DQ4289
 DQ4289'DESCRIBED BY MN DEPT OF TRANSP 2015
 DQ4289'THE MARK IS LOCATED ABOUT 3.9 MI (6.3 KM) NORTHWEST OF OSAGE, 4.55 MI
 DQ4289'(7.32 KM) NORTH AND WEST ALONG TRUNK HIGHWAY 225 FROM THE JUNCTION OF
 DQ4289'TRUNK HIGHWAY 225 AND TRUNK HIGHWAY 34 (JUNCTION IS 0.5 MI (0.8 KM)
 DQ4289'WEST OF OSAGE), AT TRUNK HIGHWAY 225 MILE POINT 4.35, 24.9 FT (7.6 M)
 DQ4289'NORTH OF TRUNK HIGHWAY 225, 46.3 FT (14.1 M) EAST-SOUTHEAST OF POWER
 DQ4289'POLE, 1.5 FT (0.5 M) SOUTH OF A WITNESS POST.
 DQ4289
 DQ4289                          STATION RECOVERY (2021)
 DQ4289
 DQ4289'RECOVERY NOTE BY MN DEPT OF TRANSP 2021 (DAS)
 DQ4289'AFTER A THOROUGH FIELD SEARCH MARK WAS NOT FOUND.
 DQ4289
 DQ4289                          STATION RECOVERY (2022)
 DQ4289
 DQ4289'RECOVERY NOTE BY MN DEPT OF TRANSP 2022 (KMS)
 DQ4289'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DQ4290 ***********************************************************************
 DQ4290  DESIGNATION -  0309 D
 DQ4290  PID         -  DQ4290
 DQ4290  STATE/COUNTY-  MN/BECKER
 DQ4290  COUNTRY     -  US
 DQ4290  USGS QUAD   -  OSAGE (2019)
 DQ4290
 DQ4290                         *CURRENT SURVEY CONTROL
 DQ4290  ______________________________________________________________________
 DQ4290* NAD 83(1986) POSITION- 46 57 21.25   (N) 095 19 52.75   (W)   HD_HELD1
 DQ4290* NAVD 88 ORTHO HEIGHT -   465.401 (meters)     1526.90  (feet) ADJUSTED
 DQ4290  ______________________________________________________________________
 DQ4290  GEOID HEIGHT    -        -26.860 (meters)                     GEOID18
 DQ4290  DYNAMIC HEIGHT  -        465.433 (meters)     1527.01  (feet) COMP
 DQ4290  MODELED GRAVITY -    980,666.6   (mgal)                       NAVD 88
 DQ4290
 DQ4290  VERT ORDER      -  SECOND    CLASS I
 DQ4290
 DQ4290.The horizontal coordinates were determined by differentially corrected
 DQ4290.hand held GPS observations or other comparable positioning techniques
 DQ4290.and have an estimated accuracy of +/- 3 meters.
 DQ4290
 DQ4290.The orthometric height was determined by differential leveling and
 DQ4290.adjusted by the NATIONAL GEODETIC SURVEY
 DQ4290.in August 2019.
 DQ4290
 DQ4290.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ4290.GEOID18 height accuracy estimate available here.
 DQ4290
 DQ4290.Click photographs - Photos may exist for this station.
 DQ4290
 DQ4290.The dynamic height is computed by dividing the NAVD 88
 DQ4290.geopotential number by the normal gravity value computed on the
 DQ4290.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ4290.degrees latitude (g = 980.6199 gals.).
 DQ4290
 DQ4290.The modeled gravity was interpolated from observed gravity values.
 DQ4290
 DQ4290;                    North         East    Units  Estimated Accuracy
 DQ4290;SPC MN C     -   317,959.8     717,695.7     MT  (+/- 3 meters HH1 GPS) 
 DQ4290
 DQ4290_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUN2261702901(NAD 83)
 DQ4290
 DQ4290                          SUPERSEDED SURVEY CONTROL
 DQ4290
 DQ4290.No superseded survey control is available for this station.
 DQ4290
 DQ4290_MARKER: F = FLANGE-ENCASED ROD
 DQ4290_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DQ4290_STAMPING: 0309 D 2015
 DQ4290_MARK LOGO: MNDT
 DQ4290_PROJECTION: RECESSED 5 CENTIMETERS
 DQ4290_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DQ4290_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ4290_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ4290+SATELLITE: SATELLITE OBSERVATIONS - June 22, 2022
 DQ4290_ROD/PIPE-DEPTH: 25.6 meters
 DQ4290
 DQ4290  HISTORY     - Date     Condition        Report By
 DQ4290  HISTORY     - 20150929 MONUMENTED       MNDT
 DQ4290  HISTORY     - 20220622 GOOD             MNDT
 DQ4290
 DQ4290                          STATION DESCRIPTION
 DQ4290
 DQ4290'DESCRIBED BY MN DEPT OF TRANSP 2015
 DQ4290'THE MARK IS LOCATED ABOUT 4.3 MI (6.9 KM) NORTHWEST OF OSAGE, 5.5 MI
 DQ4290'(8.8 KM) NORTH AND WEST ALONG TRUNK HIGHWAY 225 FROM THE JUNCTION OF
 DQ4290'TRUNK HIGHWAY 225 AND TRUNK HIGHWAY 34 (JUNCTION IS 0.5 MI (0.8 KM)
 DQ4290'WEST OF OSAGE), AT TRUNK HIGHWAY 225 MILE POINT 3.4, 31.6 FT (9.6 M)
 DQ4290'EAST OF TRUNK HIGHWAY 225, 20.0 FT (6.1 M) SOUTH OF A FIELD ENTRANCE,
 DQ4290'4.5 FT (1.4 M) WEST OF A FENCE, 1.5 FT (0.5 M) SOUTH OF A WITNESS
 DQ4290'POST.
 DQ4290
 DQ4290                          STATION RECOVERY (2022)
 DQ4290
 DQ4290'RECOVERY NOTE BY MN DEPT OF TRANSP 2022 (KMS)
 DQ4290'4.3 MI (6.9 KM) NORTHWEST OF OSAGE, 5.5 MI (8.8 KM) NORTH AND WEST
 DQ4290'ALONG COUNTY ROAD 26 FROM THE JUNCTION OF COUNTY ROAD 26/COUNTY ROAD
 DQ4290'47 AND TRUNK HIGHWAY 34 (THE JUNCTION IS 0.5 MI (0.8 KM) WEST OF
 DQ4290'OSAGE), 31.6 FT (9.6 M) EAST OF COUNTY ROAD 26, 20.0 FT (6.1 M) SOUTH
 DQ4290'OF A FIELD ENTRANCE, 4.5 FT (1.4 M) WEST OF A FENCE, 1.5 FT (0.5 M)
 DQ4290'SOUTH OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DQ4291 ***********************************************************************
 DQ4291  DESIGNATION -  0309 E
 DQ4291  PID         -  DQ4291
 DQ4291  STATE/COUNTY-  MN/BECKER
 DQ4291  COUNTRY     -  US
 DQ4291  USGS QUAD   -  OSAGE (2019)
 DQ4291
 DQ4291                         *CURRENT SURVEY CONTROL
 DQ4291  ______________________________________________________________________
 DQ4291* NAD 83(1986) POSITION- 46 57 46.28   (N) 095 21 07.62   (W)   HD_HELD1
 DQ4291* NAVD 88 ORTHO HEIGHT -   465.857 (meters)     1528.40  (feet) ADJUSTED
 DQ4291  ______________________________________________________________________
 DQ4291  GEOID HEIGHT    -        -26.828 (meters)                     GEOID18
 DQ4291  DYNAMIC HEIGHT  -        465.890 (meters)     1528.51  (feet) COMP
 DQ4291  MODELED GRAVITY -    980,669.1   (mgal)                       NAVD 88
 DQ4291
 DQ4291  VERT ORDER      -  SECOND    CLASS I
 DQ4291
 DQ4291.The horizontal coordinates were determined by differentially corrected
 DQ4291.hand held GPS observations or other comparable positioning techniques
 DQ4291.and have an estimated accuracy of +/- 3 meters.
 DQ4291
 DQ4291.The orthometric height was determined by differential leveling and
 DQ4291.adjusted by the NATIONAL GEODETIC SURVEY
 DQ4291.in August 2019.
 DQ4291
 DQ4291.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ4291.GEOID18 height accuracy estimate available here.
 DQ4291
 DQ4291.Click photographs - Photos may exist for this station.
 DQ4291
 DQ4291.The dynamic height is computed by dividing the NAVD 88
 DQ4291.geopotential number by the normal gravity value computed on the
 DQ4291.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ4291.degrees latitude (g = 980.6199 gals.).
 DQ4291
 DQ4291.The modeled gravity was interpolated from observed gravity values.
 DQ4291
 DQ4291;                    North         East    Units  Estimated Accuracy
 DQ4291;SPC MN C     -   318,754.5     716,123.5     MT  (+/- 3 meters HH1 GPS) 
 DQ4291
 DQ4291_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUN2105803721(NAD 83)
 DQ4291
 DQ4291                          SUPERSEDED SURVEY CONTROL
 DQ4291
 DQ4291.No superseded survey control is available for this station.
 DQ4291
 DQ4291_MARKER: F = FLANGE-ENCASED ROD
 DQ4291_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DQ4291_STAMPING: 0309 E 2015
 DQ4291_MARK LOGO: MNDT
 DQ4291_PROJECTION: RECESSED 5 CENTIMETERS
 DQ4291_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DQ4291_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ4291_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ4291+SATELLITE: SATELLITE OBSERVATIONS - September 29, 2015
 DQ4291_ROD/PIPE-DEPTH: 14.9 meters
 DQ4291
 DQ4291  HISTORY     - Date     Condition        Report By
 DQ4291  HISTORY     - 20150929 MONUMENTED       MNDT
 DQ4291  HISTORY     - 20210630 MARK NOT FOUND   MNDT
 DQ4291  HISTORY     - 20220622 GOOD             MNDT
 DQ4291
 DQ4291                          STATION DESCRIPTION
 DQ4291
 DQ4291'DESCRIBED BY MN DEPT OF TRANSP 2015
 DQ4291'THE MARK IS LOCATED ABOUT 5.4 MI (8.7 KM) NORTHWEST OF OSAGE, 7.0 MI
 DQ4291'(11.3 KM) NORTH AND WEST ALONG TRUNK HIGHWAY 225 FROM THE JUNCTION OF
 DQ4291'TRUNK HIGHWAY 225 AND TRUNK HIGHWAY 34 (JUNCTION IS 0.5 MI (0.8 KM)
 DQ4291'WEST OF OSAGE), AT TRUNK HIGHWAY 225 MILE POINT 1.95, 62.8 FT (19.1 M)
 DQ4291'SOUTHWEST OF TRUNK HIGHWAY 225, 64.9 FT (19.8 M) EAST OF DRIVEWAY,
 DQ4291'24.4 FT (7.4 M) NORTH OF DRIVEWAY, 1.5 FT (0.5 M) NORTHEAST OF A
 DQ4291'WITNESS POST.
 DQ4291
 DQ4291                          STATION RECOVERY (2021)
 DQ4291
 DQ4291'RECOVERY NOTE BY MN DEPT OF TRANSP 2021 (DAS)
 DQ4291'AFTER A THOROUGH FIELD SEARCH MARK WAS NOT FOUND.
 DQ4291
 DQ4291                          STATION RECOVERY (2022)
 DQ4291
 DQ4291'RECOVERY NOTE BY MN DEPT OF TRANSP 2022 (KMS)
 DQ4291'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DQ4294 ***********************************************************************
 DQ4294  DESIGNATION -  0309 F
 DQ4294  PID         -  DQ4294
 DQ4294  STATE/COUNTY-  MN/BECKER
 DQ4294  COUNTRY     -  US
 DQ4294  USGS QUAD   -  PONSFORD (2019)
 DQ4294
 DQ4294                         *CURRENT SURVEY CONTROL
 DQ4294  ______________________________________________________________________
 DQ4294* NAD 83(1986) POSITION- 46 58 11.94   (N) 095 23 01.40   (W)   HD_HELD1
 DQ4294* NAVD 88 ORTHO HEIGHT -   467.932 (meters)     1535.21  (feet) ADJUSTED
 DQ4294  ______________________________________________________________________
 DQ4294  GEOID HEIGHT    -        -26.781 (meters)                     GEOID18
 DQ4294  DYNAMIC HEIGHT  -        467.967 (meters)     1535.32  (feet) COMP
 DQ4294  MODELED GRAVITY -    980,674.3   (mgal)                       NAVD 88
 DQ4294
 DQ4294  VERT ORDER      -  SECOND    CLASS I
 DQ4294
 DQ4294.The horizontal coordinates were determined by differentially corrected
 DQ4294.hand held GPS observations or other comparable positioning techniques
 DQ4294.and have an estimated accuracy of +/- 3 meters.
 DQ4294
 DQ4294.The orthometric height was determined by differential leveling and
 DQ4294.adjusted by the NATIONAL GEODETIC SURVEY
 DQ4294.in August 2019.
 DQ4294
 DQ4294.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ4294.GEOID18 height accuracy estimate available here.
 DQ4294
 DQ4294.Click photographs - Photos may exist for this station.
 DQ4294
 DQ4294.The dynamic height is computed by dividing the NAVD 88
 DQ4294.geopotential number by the normal gravity value computed on the
 DQ4294.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ4294.degrees latitude (g = 980.6199 gals.).
 DQ4294
 DQ4294.The modeled gravity was interpolated from observed gravity values.
 DQ4294
 DQ4294;                    North         East    Units  Estimated Accuracy
 DQ4294;SPC MN C     -   319,580.8     713,729.7     MT  (+/- 3 meters HH1 GPS) 
 DQ4294
 DQ4294_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUN1867804586(NAD 83)
 DQ4294
 DQ4294                          SUPERSEDED SURVEY CONTROL
 DQ4294
 DQ4294.No superseded survey control is available for this station.
 DQ4294
 DQ4294_MARKER: F = FLANGE-ENCASED ROD
 DQ4294_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DQ4294_STAMPING: 0309 F 2015
 DQ4294_MARK LOGO: MNDT
 DQ4294_PROJECTION: RECESSED 15 CENTIMETERS
 DQ4294_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DQ4294_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ4294_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ4294+SATELLITE: SATELLITE OBSERVATIONS - June 22, 2022
 DQ4294_ROD/PIPE-DEPTH: 18.3 meters
 DQ4294
 DQ4294  HISTORY     - Date     Condition        Report By
 DQ4294  HISTORY     - 20150929 MONUMENTED       MNDT
 DQ4294  HISTORY     - 20220622 GOOD             MNDT
 DQ4294
 DQ4294                          STATION DESCRIPTION
 DQ4294
 DQ4294'DESCRIBED BY MN DEPT OF TRANSP 2015
 DQ4294'THE MARK IS LOCATED ABOUT IN PONSFORD, AT THE JUNCTION OF TRUNK
 DQ4294'HIGHWAY 225, COUNTY ROAD 26 AND COUNTY ROAD 129 IN PONSFORD, AT TRUNK
 DQ4294'HIGHWAY 225 MILE POINT 0.0, 45.7 FT (13.9 M) NORTH OF TRUNK HIGHWAY
 DQ4294'225, 55.5 FT (16.9 M) EAST OF COUNTY ROAD 129, 14.3 FT (4.4 M) EAST OF
 DQ4294'CABLE BOX NUMBER 20, 1.5 FT (0.5 M) SOUTH OF A WITNESS POST.
 DQ4294
 DQ4294                          STATION RECOVERY (2022)
 DQ4294
 DQ4294'RECOVERY NOTE BY MN DEPT OF TRANSP 2022 (KMS)
 DQ4294'IN PONSFORD, AT THE JUNCTION OF COUNTY ROAD 26 AND COUNTY ROAD 129 IN
 DQ4294'PONSFORD, 45.7 FT (13.9 M) NORTH OF COUNTY ROAD 26, 55.5 FT (16.9 M)
 DQ4294'EAST OF COUNTY ROAD 129, 14.3 FT (4.4 M) EAST OF CABLE BOX NUMBER 20,
 DQ4294'1.5 FT (0.5 M) SOUTH OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DF6752 ***********************************************************************
 DF6752  DESIGNATION -  031 31
 DF6752  PID         -  DF6752
 DF6752  STATE/COUNTY-  MN/CASS
 DF6752  COUNTRY     -  US
 DF6752  USGS QUAD   -  CRYSTAL LAKE (2019)
 DF6752
 DF6752                         *CURRENT SURVEY CONTROL
 DF6752  ______________________________________________________________________
 DF6752* NAD 83(2011) POSITION- 46 53 48.08676(N) 094 39 32.70299(W)   ADJUSTED
 DF6752* NAD 83(2011) ELLIP HT-   412.361 (meters)        (06/27/12)   ADJUSTED
 DF6752* NAD 83(2011) EPOCH   -  2010.00
 DF6752* NAVD 88 ORTHO HEIGHT -   440.1   (meters)     1444.    (feet) GPS OBS
 DF6752  ______________________________________________________________________
 DF6752  NAVD 88 orthometric height was determined with geoid model    GEOID99
 DF6752  GEOID HEIGHT    -        -27.675 (meters)                     GEOID99
 DF6752  GEOID HEIGHT    -        -27.731 (meters)                     GEOID18
 DF6752  NAD 83(2011) X  -   -354,665.489 (meters)                     COMP
 DF6752  NAD 83(2011) Y  - -4,351,933.914 (meters)                     COMP
 DF6752  NAD 83(2011) Z  -  4,634,225.632 (meters)                     COMP
 DF6752  LAPLACE CORR    -         -2.60  (seconds)                    DEFLEC18
 DF6752
 DF6752  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DF6752  Standards:
 DF6752         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DF6752            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DF6752  -------------------------------------------------------------------
 DF6752  NETWORK    0.74   0.47           0.35   0.23   0.24      0.07041962
 DF6752  -------------------------------------------------------------------
 DF6752  Click here for local accuracies and other accuracy information.
 DF6752
 DF6752.The horizontal coordinates were established by GPS observations
 DF6752.and adjusted by the National Geodetic Survey in June 2012.
 DF6752
 DF6752.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DF6752.been affixed to the stable North American tectonic plate. See 
 DF6752.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DF6752
 DF6752.The horizontal coordinates are valid at the epoch date displayed above
 DF6752.which is a decimal equivalence of Year/Month/Day.
 DF6752
 DF6752.The orthometric height was determined by GPS observations and a
 DF6752.high-resolution geoid model.
 DF6752
 DF6752.Significant digits in the geoid height do not necessarily reflect accuracy.
 DF6752.GEOID18 height accuracy estimate available here.
 DF6752
 DF6752.Click photographs - Photos may exist for this station.
 DF6752
 DF6752.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DF6752
 DF6752.The Laplace correction was computed from DEFLEC18 derived deflections.
 DF6752
 DF6752.The ellipsoidal height was determined by GPS observations
 DF6752.and is referenced to NAD 83.
 DF6752
 DF6752. The following values were computed from the NAD 83(2011) position.
 DF6752
 DF6752;                    North         East     Units Scale Factor Converg.
 DF6752;SPC MN C     -   310,896.121   768,827.845   MT  0.99997010   -0 17 45.3
 DF6752;SPC MN C     - 1,019,998.36  2,522,396.02   sFT  0.99997010   -0 17 45.3
 DF6752;UTM  15      - 5,195,019.908   373,625.398   MT  0.99979629   -1 12 41.4
 DF6752
 DF6752!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF6752!SPC MN C     -   0.99993537  x   0.99997010  =   0.99990547
 DF6752!UTM  15      -   0.99993537  x   0.99979629  =   0.99973167
 DF6752
 DF6752_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUM7362595019(NAD 83)
 DF6752
 DF6752                          SUPERSEDED SURVEY CONTROL
 DF6752
 DF6752  NAD 83(2007)-  46 53 48.08667(N)    094 39 32.70377(W) AD(2002.00) 0
 DF6752  ELLIP H (02/10/07)  412.393  (m)                       GP(2002.00)    
 DF6752  NAD 83(1996)-  46 53 48.08644(N)    094 39 32.70360(W) AD(       ) 1
 DF6752  ELLIP H (08/04/03)  412.409  (m)                       GP(       ) 3 2
 DF6752
 DF6752.Superseded values are not recommended for survey control.
 DF6752
 DF6752.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF6752.See file dsdata.pdf to determine how the superseded data were derived.
 DF6752
 DF6752_MARKER: DD = SURVEY DISK
 DF6752_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DF6752_STAMPING: 031-31 2001
 DF6752_MARK LOGO: MN-057
 DF6752_PROJECTION: FLUSH
 DF6752_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DF6752_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DF6752_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DF6752+SATELLITE: SATELLITE OBSERVATIONS - May 10, 2023
 DF6752_ROD/PIPE-DEPTH: 4.0 meters
 DF6752
 DF6752  HISTORY     - Date     Condition        Report By
 DF6752  HISTORY     - 2001     MONUMENTED       MN-057
 DF6752  HISTORY     - 20230510 GOOD             MNDT
 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'
 DF6752
 DF6752                          STATION RECOVERY (2023)
 DF6752
 DF6752'RECOVERY NOTE BY MN DEPT OF TRANSP 2023 (KMS)
 DF6752'7.25 MI (11.67 KM) SOUTHEAST OF AKELEY, 3.0 MI (4.8 KM) EAST ALONG
 DF6752'COUNTY ROAD 22 FROM THE JUNCTION OF TRUNK HIGHWAY 64 AND COUNTY ROAD
 DF6752'22, THEN 1.4 MI (2.3 KM) NORTH ON COUNTY ROAD 21, 31.0 FT (9.4 M) EAST
 DF6752'OF COUNTY ROAD 41, 3.0 FT (0.9 M) EAST OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DP7061 ***********************************************************************
 DP7061  DESIGNATION -  032
 DP7061  PID         -  DP7061
 DP7061  STATE/COUNTY-  MN/WILKIN
 DP7061  COUNTRY     -  US
 DP7061  USGS QUAD   -  TINTAH (2019)
 DP7061
 DP7061                         *CURRENT SURVEY CONTROL
 DP7061  ______________________________________________________________________
 DP7061* NAD 83(2011) POSITION- 46 05 39.03745(N) 096 18 22.55021(W)   ADJUSTED
 DP7061* NAD 83(2011) ELLIP HT-   277.023 (meters)        (04/23/15)   ADJUSTED
 DP7061* NAD 83(2011) EPOCH   -  2010.00
 DP7061* NAVD 88 ORTHO HEIGHT -   303.6   (meters)      996.    (feet) GPS OBS
 DP7061  ______________________________________________________________________
 DP7061  NAVD 88 orthometric height was determined with geoid model    GEOID12A
 DP7061  GEOID HEIGHT    -        -26.569 (meters)                     GEOID12A
 DP7061  GEOID HEIGHT    -        -26.579 (meters)                     GEOID18
 DP7061  NAD 83(2011) X  -   -486,711.615 (meters)                     COMP
 DP7061  NAD 83(2011) Y  - -4,404,164.151 (meters)                     COMP
 DP7061  NAD 83(2011) Z  -  4,572,712.617 (meters)                     COMP
 DP7061  LAPLACE CORR    -          0.73  (seconds)                    DEFLEC18
 DP7061
 DP7061  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DP7061  Standards:
 DP7061         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DP7061            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DP7061  -------------------------------------------------------------------
 DP7061  NETWORK    0.71   0.88           0.33   0.22   0.45      0.25089326
 DP7061  -------------------------------------------------------------------
 DP7061  Click here for local accuracies and other accuracy information.
 DP7061
 DP7061.The horizontal coordinates were established by GPS observations
 DP7061.and adjusted by the MN DEPT OF TRANSP in April 2015.
 DP7061
 DP7061.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DP7061.been affixed to the stable North American tectonic plate. See 
 DP7061.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DP7061
 DP7061.The horizontal coordinates are valid at the epoch date displayed above
 DP7061.which is a decimal equivalence of Year/Month/Day.
 DP7061
 DP7061.The orthometric height was determined by GPS observations and a
 DP7061.high-resolution geoid model.
 DP7061
 DP7061.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP7061.GEOID18 height accuracy estimate available here.
 DP7061
 DP7061.Click photographs - Photos may exist for this station.
 DP7061
 DP7061.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DP7061
 DP7061.The Laplace correction was computed from DEFLEC18 derived deflections.
 DP7061
 DP7061.The ellipsoidal height was determined by GPS observations
 DP7061.and is referenced to NAD 83.
 DP7061
 DP7061. The following values were computed from the NAD 83(2011) position.
 DP7061
 DP7061;                    North         East     Units Scale Factor Converg.
 DP7061;SPC MN C     -   223,677.137   641,014.331   MT  0.99993081   -1 29 14.9
 DP7061;SPC MN C     -   733,847.41  2,103,061.18   sFT  0.99993081   -1 29 14.9
 DP7061;UTM  14      - 5,108,039.194   708,225.219   MT  1.00013303   +1 56 29.3
 DP7061
 DP7061!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DP7061!SPC MN C     -   0.99995657  x   0.99993081  =   0.99988739
 DP7061!UTM  14      -   0.99995657  x   1.00013303  =   1.00008960
 DP7061
 DP7061_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQS0822508039(NAD 83)
 DP7061
 DP7061                          SUPERSEDED SURVEY CONTROL
 DP7061
 DP7061.No superseded survey control is available for this station.
 DP7061
 DP7061_MARKER: DB = BENCH MARK DISK
 DP7061_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 DP7061+WITH SETTING: INFORMATION.
 DP7061_STAMPING: 032
 DP7061_MARK LOGO: BOISDE
 DP7061_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DP7061_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DP7061_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP7061+SATELLITE: SATELLITE OBSERVATIONS - June 22, 2021
 DP7061
 DP7061  HISTORY     - Date     Condition        Report By
 DP7061  HISTORY     - 20071204 MONUMENTED       BOISDE
 DP7061  HISTORY     - 20130716 GOOD             MNDT
 DP7061  HISTORY     - 20210622 GOOD             MNDT
 DP7061
 DP7061                          STATION DESCRIPTION
 DP7061
 DP7061'DESCRIBED BY MN DEPT OF TRANSP 2013 (MPP)
 DP7061'4.7 MILES EAST-NORTHEAST OF CAMPBELL, 0.4 MILE SOUTH ALONG TRUNK
 DP7061'HIGHWAY 9 FROM THE JUNCTION OF TRUNK HIGHWAY 9 AND SOUTH JUNCTION OF
 DP7061'COUNTY ROAD 4, THEN 4.4 MILES EAST ON 470TH STREET, 57.8 FEET EAST OF
 DP7061'320TH AVENUE, 47.0 FEET NORTH OF 470TH STREET, 1.30 FEET SOUTHWEST OF
 DP7061'WITNESS POST.  ROD DEPTH UNKNOWN.
 DP7061
 DP7061                          STATION RECOVERY (2021)
 DP7061
 DP7061'RECOVERY NOTE BY MN DEPT OF TRANSP 2021 (DAS)
 DP7061'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DP6666 ***********************************************************************
 DP6666  DESIGNATION -  033
 DP6666  PID         -  DP6666
 DP6666  STATE/COUNTY-  MN/TRAVERSE
 DP6666  COUNTRY     -  US
 DP6666  USGS QUAD   -  WHEATON NW (2019)
 DP6666
 DP6666                         *CURRENT SURVEY CONTROL
 DP6666  ______________________________________________________________________
 DP6666* NAD 83(2011) POSITION- 45 58 41.72215(N) 096 26 07.29862(W)   ADJUSTED
 DP6666* NAD 83(2011) ELLIP HT-   279.062 (meters)        (03/11/15)   ADJUSTED
 DP6666* NAD 83(2011) EPOCH   -  2010.00
 DP6666* NAVD 88 ORTHO HEIGHT -   305.6   (meters)     1003.    (feet) GPS OBS
 DP6666  ______________________________________________________________________
 DP6666  NAVD 88 orthometric height was determined with geoid model    GEOID12A
 DP6666  GEOID HEIGHT    -        -26.569 (meters)                     GEOID12A
 DP6666  GEOID HEIGHT    -        -26.572 (meters)                     GEOID18
 DP6666  NAD 83(2011) X  -   -497,673.356 (meters)                     COMP
 DP6666  NAD 83(2011) Y  - -4,412,273.939 (meters)                     COMP
 DP6666  NAD 83(2011) Z  -  4,563,768.991 (meters)                     COMP
 DP6666  LAPLACE CORR    -         -1.35  (seconds)                    DEFLEC18
 DP6666
 DP6666  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DP6666  Standards:
 DP6666         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DP6666            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DP6666  -------------------------------------------------------------------
 DP6666  NETWORK    1.04   1.12           0.47   0.36   0.57      0.17649213
 DP6666  -------------------------------------------------------------------
 DP6666  Click here for local accuracies and other accuracy information.
 DP6666
 DP6666.The horizontal coordinates were established by GPS observations
 DP6666.and adjusted by the MN DEPT OF TRANSP in March 2015.
 DP6666
 DP6666.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DP6666.been affixed to the stable North American tectonic plate. See 
 DP6666.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DP6666
 DP6666.The horizontal coordinates are valid at the epoch date displayed above
 DP6666.which is a decimal equivalence of Year/Month/Day.
 DP6666
 DP6666.The orthometric height was determined by GPS observations and a
 DP6666.high-resolution geoid model.
 DP6666
 DP6666.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP6666.GEOID18 height accuracy estimate available here.
 DP6666
 DP6666.Click photographs - Photos may exist for this station.
 DP6666
 DP6666.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DP6666
 DP6666.The Laplace correction was computed from DEFLEC18 derived deflections.
 DP6666
 DP6666.The ellipsoidal height was determined by GPS observations
 DP6666.and is referenced to NAD 83.
 DP6666
 DP6666. The following values were computed from the NAD 83(2011) position.
 DP6666
 DP6666;                    North         East     Units Scale Factor Converg.
 DP6666;SPC MN C     -   211,065.289   630,679.877   MT  0.99994129   -1 34 51.1
 DP6666;SPC MN C     -   692,470.04  2,069,155.56   sFT  0.99994129   -1 34 51.1
 DP6666;UTM  14      - 5,094,829.807   698,661.546   MT  1.00008520   +1 50 41.2
 DP6666
 DP6666!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DP6666!SPC MN C     -   0.99995625  x   0.99994129  =   0.99989755
 DP6666!UTM  14      -   0.99995625  x   1.00008520  =   1.00004145
 DP6666
 DP6666_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPR9866194829(NAD 83)
 DP6666
 DP6666                          SUPERSEDED SURVEY CONTROL
 DP6666
 DP6666.No superseded survey control is available for this station.
 DP6666
 DP6666_MARKER: DB = BENCH MARK DISK
 DP6666_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 DP6666+WITH SETTING: INFORMATION.
 DP6666_STAMPING: 033
 DP6666_MARK LOGO: BOISDE
 DP6666_PROJECTION: FLUSH
 DP6666_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DP6666_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DP6666_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP6666+SATELLITE: SATELLITE OBSERVATIONS - June 21, 2021
 DP6666
 DP6666  HISTORY     - Date     Condition        Report By
 DP6666  HISTORY     - 20100401 MONUMENTED       BOISDE
 DP6666  HISTORY     - 20130625 GOOD             MNDT
 DP6666  HISTORY     - 20210621 GOOD             MNDT
 DP6666
 DP6666                          STATION DESCRIPTION
 DP6666
 DP6666'DESCRIBED BY MN DEPT OF TRANSP 2013 (CXJ)
 DP6666'4.35 MILES WEST ALONG COUNTY ROAD 20 FROM JUNCTION OF COUNTY ROAD 20
 DP6666'AND TRUNK HIGHWAY 9 IN TINTAH, THEN 2.0 MILES SOUTH ON COUNTY ROAD 11,
 DP6666'THEN 1.25 MILES WEST ON MINIMUM MAINTENANCE ROAD, 46.0 FEET SOUTH OF
 DP6666'ROAD, 17.8 FEET WEST OF FIELD ENTRANCE, 1.4 FEET EAST OF WITNESS POST.
 DP6666'ROD DEPTH UNKNOWN.
 DP6666
 DP6666                          STATION RECOVERY (2021)
 DP6666
 DP6666'RECOVERY NOTE BY MN DEPT OF TRANSP 2021 (TJD)
 DP6666'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DF6753 ***********************************************************************
 DF6753  DESIGNATION -  033 25
 DF6753  PID         -  DF6753
 DF6753  STATE/COUNTY-  MN/HUBBARD
 DF6753  COUNTRY     -  US
 DF6753  USGS QUAD   -  NEVIS (2019)
 DF6753
 DF6753                         *CURRENT SURVEY CONTROL
 DF6753  ______________________________________________________________________
 DF6753* NAD 83(2011) POSITION- 46 54 49.74566(N) 094 47 50.42459(W)   ADJUSTED
 DF6753* NAD 83(2011) ELLIP HT-   408.523 (meters)        (06/27/12)   ADJUSTED
 DF6753* NAD 83(2011) EPOCH   -  2010.00
 DF6753* NAVD 88 ORTHO HEIGHT -   436.1   (meters)     1431.    (feet) GPS OBS
 DF6753  ______________________________________________________________________
 DF6753  NAVD 88 orthometric height was determined with geoid model    GEOID99
 DF6753  GEOID HEIGHT    -        -27.546 (meters)                     GEOID99
 DF6753  GEOID HEIGHT    -        -27.591 (meters)                     GEOID18
 DF6753  NAD 83(2011) X  -   -365,049.253 (meters)                     COMP
 DF6753  NAD 83(2011) Y  - -4,349,677.218 (meters)                     COMP
 DF6753  NAD 83(2011) Z  -  4,635,523.769 (meters)                     COMP
 DF6753  LAPLACE CORR    -         -3.16  (seconds)                    DEFLEC18
 DF6753
 DF6753  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DF6753  Standards:
 DF6753         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DF6753            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DF6753  -------------------------------------------------------------------
 DF6753  NETWORK    0.94   0.59           0.43   0.32   0.30      0.00618330
 DF6753  -------------------------------------------------------------------
 DF6753  Click here for local accuracies and other accuracy information.
 DF6753
 DF6753.The horizontal coordinates were established by GPS observations
 DF6753.and adjusted by the National Geodetic Survey in June 2012.
 DF6753
 DF6753.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DF6753.been affixed to the stable North American tectonic plate. See 
 DF6753.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DF6753
 DF6753.The horizontal coordinates are valid at the epoch date displayed above
 DF6753.which is a decimal equivalence of Year/Month/Day.
 DF6753
 DF6753.The orthometric height was determined by GPS observations and a
 DF6753.high-resolution geoid model.
 DF6753
 DF6753.Significant digits in the geoid height do not necessarily reflect accuracy.
 DF6753.GEOID18 height accuracy estimate available here.
 DF6753
 DF6753.Click photographs - Photos may exist for this station.
 DF6753
 DF6753.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DF6753
 DF6753.The Laplace correction was computed from DEFLEC18 derived deflections.
 DF6753
 DF6753.The ellipsoidal height was determined by GPS observations
 DF6753.and is referenced to NAD 83.
 DF6753
 DF6753. The following values were computed from the NAD 83(2011) position.
 DF6753
 DF6753;                    North         East     Units Scale Factor Converg.
 DF6753;SPC MN C     -   312,863.672   758,306.062   MT  0.99997308   -0 23 45.4
 DF6753;SPC MN C     - 1,026,453.56  2,487,875.81   sFT  0.99997308   -0 23 45.4
 DF6753;UTM  15      - 5,197,155.119   363,138.085   MT  0.99983022   -1 18 46.3
 DF6753
 DF6753!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF6753!SPC MN C     -   0.99993597  x   0.99997308  =   0.99990905
 DF6753!UTM  15      -   0.99993597  x   0.99983022  =   0.99976620
 DF6753
 DF6753_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUM6313897155(NAD 83)
 DF6753
 DF6753                          SUPERSEDED SURVEY CONTROL
 DF6753
 DF6753  NAD 83(2007)-  46 54 49.74557(N)    094 47 50.42538(W) AD(2002.00) 0
 DF6753  ELLIP H (02/10/07)  408.555  (m)                       GP(2002.00)    
 DF6753  NAD 83(1996)-  46 54 49.74539(N)    094 47 50.42494(W) AD(       ) 1
 DF6753  ELLIP H (08/04/03)  408.569  (m)                       GP(       ) 3 2
 DF6753
 DF6753.Superseded values are not recommended for survey control.
 DF6753
 DF6753.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF6753.See file dsdata.pdf to determine how the superseded data were derived.
 DF6753
 DF6753_MARKER: DD = SURVEY DISK
 DF6753_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DF6753_STAMPING: 033-25 2001
 DF6753_MARK LOGO: MN-057
 DF6753_PROJECTION: RECESSED 3 CENTIMETERS
 DF6753_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DF6753_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DF6753_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF6753+SATELLITE: SATELLITE OBSERVATIONS - July 12, 2021
 DF6753_ROD/PIPE-DEPTH: 12.2 meters
 DF6753
 DF6753  HISTORY     - Date     Condition        Report By
 DF6753  HISTORY     - 2001     MONUMENTED       MN-057
 DF6753  HISTORY     - 20210712 GOOD             MNDT
 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'
 DF6753
 DF6753                          STATION RECOVERY (2021)
 DF6753
 DF6753'RECOVERY NOTE BY MN DEPT OF TRANSP 2021 (TJD)
 DF6753'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DF6754 ***********************************************************************
 DF6754  DESIGNATION -  033 32
 DF6754  PID         -  DF6754
 DF6754  STATE/COUNTY-  MN/HUBBARD
 DF6754  COUNTRY     -  US
 DF6754  USGS QUAD   -  DORSET (2019)
 DF6754
 DF6754                         *CURRENT SURVEY CONTROL
 DF6754  ______________________________________________________________________
 DF6754* NAD 83(2011) POSITION- 46 53 49.73753(N) 094 52 57.41139(W)   ADJUSTED
 DF6754* NAD 83(2011) ELLIP HT-   403.343 (meters)        (06/27/12)   ADJUSTED
 DF6754* NAD 83(2011) EPOCH   -  2010.00
 DF6754* NAVD 88 ORTHO HEIGHT -   430.8   (meters)     1413.    (feet) GPS OBS
 DF6754  ______________________________________________________________________
 DF6754  NAVD 88 orthometric height was determined with geoid model    GEOID99
 DF6754  GEOID HEIGHT    -        -27.453 (meters)                     GEOID99
 DF6754  GEOID HEIGHT    -        -27.491 (meters)                     GEOID18
 DF6754  NAD 83(2011) X  -   -371,637.412 (meters)                     COMP
 DF6754  NAD 83(2011) Y  - -4,350,473.903 (meters)                     COMP
 DF6754  NAD 83(2011) Z  -  4,634,253.883 (meters)                     COMP
 DF6754  LAPLACE CORR    -         -3.21  (seconds)                    DEFLEC18
 DF6754
 DF6754  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DF6754  Standards:
 DF6754         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DF6754            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DF6754  -------------------------------------------------------------------
 DF6754  NETWORK    0.86   0.51           0.39   0.30   0.26      0.09806297
 DF6754  -------------------------------------------------------------------
 DF6754  Click here for local accuracies and other accuracy information.
 DF6754
 DF6754.The horizontal coordinates were established by GPS observations
 DF6754.and adjusted by the National Geodetic Survey in June 2012.
 DF6754
 DF6754.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DF6754.been affixed to the stable North American tectonic plate. See 
 DF6754.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DF6754
 DF6754.The horizontal coordinates are valid at the epoch date displayed above
 DF6754.which is a decimal equivalence of Year/Month/Day.
 DF6754
 DF6754.The orthometric height was determined by GPS observations and a
 DF6754.high-resolution geoid model.
 DF6754
 DF6754.Significant digits in the geoid height do not necessarily reflect accuracy.
 DF6754.GEOID18 height accuracy estimate available here.
 DF6754
 DF6754.Click photographs - Photos may exist for this station.
 DF6754
 DF6754.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DF6754
 DF6754.The Laplace correction was computed from DEFLEC18 derived deflections.
 DF6754
 DF6754.The ellipsoidal height was determined by GPS observations
 DF6754.and is referenced to NAD 83.
 DF6754
 DF6754. The following values were computed from the NAD 83(2011) position.
 DF6754
 DF6754;                    North         East     Units Scale Factor Converg.
 DF6754;SPC MN C     -   311,059.102   751,795.588   MT  0.99997018   -0 27 27.5
 DF6754;SPC MN C     - 1,020,533.07  2,466,516.02   sFT  0.99997018   -0 27 27.5
 DF6754;UTM  15      - 5,195,455.199   356,600.415   MT  0.99985274   -1 22 29.2
 DF6754
 DF6754!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF6754!SPC MN C     -   0.99993678  x   0.99997018  =   0.99990696
 DF6754!UTM  15      -   0.99993678  x   0.99985274  =   0.99978953
 DF6754
 DF6754_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUM5660095455(NAD 83)
 DF6754
 DF6754                          SUPERSEDED SURVEY CONTROL
 DF6754
 DF6754  NAD 83(2007)-  46 53 49.73744(N)    094 52 57.41216(W) AD(2002.00) 0
 DF6754  ELLIP H (02/10/07)  403.374  (m)                       GP(2002.00)    
 DF6754  NAD 83(1996)-  46 53 49.73723(N)    094 52 57.41178(W) AD(       ) 1
 DF6754  ELLIP H (08/04/03)  403.390  (m)                       GP(       ) 3 2
 DF6754
 DF6754.Superseded values are not recommended for survey control.
 DF6754
 DF6754.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF6754.See file dsdata.pdf to determine how the superseded data were derived.
 DF6754
 DF6754_MARKER: DD = SURVEY DISK
 DF6754_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DF6754_STAMPING: 033-32 2001
 DF6754_MARK LOGO: MN-057
 DF6754_PROJECTION: RECESSED 3 CENTIMETERS
 DF6754_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DF6754_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DF6754_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DF6754+SATELLITE: SATELLITE OBSERVATIONS - July 12, 2021
 DF6754_ROD/PIPE-DEPTH: 19.2 meters
 DF6754
 DF6754  HISTORY     - Date     Condition        Report By
 DF6754  HISTORY     - 2001     MONUMENTED       MN-057
 DF6754  HISTORY     - 20210712 POOR             MNDT
 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'
 DF6754
 DF6754                          STATION RECOVERY (2021)
 DF6754
 DF6754'RECOVERY NOTE BY MN DEPT OF TRANSP 2021 (TJD)
 DF6754'FOUND CAP LOOSE.  USE WITH CAUTION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DF6755 ***********************************************************************
 DF6755  DESIGNATION -  034 6
 DF6755  PID         -  DF6755
 DF6755  STATE/COUNTY-  MN/HUBBARD
 DF6755  COUNTRY     -  US
 DF6755  USGS QUAD   -  PARK RAPIDS (2019)
 DF6755
 DF6755                         *CURRENT SURVEY CONTROL
 DF6755  ______________________________________________________________________
 DF6755* NAD 83(2011) POSITION- 46 58 36.94779(N) 095 01 38.33171(W)   ADJUSTED
 DF6755* NAD 83(2011) ELLIP HT-   425.018 (meters)        (06/27/12)   ADJUSTED
 DF6755* NAD 83(2011) EPOCH   -  2010.00
 DF6755* NAVD 88 ORTHO HEIGHT -   452.4   (meters)     1484.    (feet) GPS OBS
 DF6755  ______________________________________________________________________
 DF6755  NAVD 88 orthometric height was determined with geoid model    GEOID99
 DF6755  GEOID HEIGHT    -        -27.335 (meters)                     GEOID99
 DF6755  GEOID HEIGHT    -        -27.360 (meters)                     GEOID18
 DF6755  NAD 83(2011) X  -   -382,056.732 (meters)                     COMP
 DF6755  NAD 83(2011) Y  - -4,343,080.856 (meters)                     COMP
 DF6755  NAD 83(2011) Z  -  4,640,326.003 (meters)                     COMP
 DF6755  LAPLACE CORR    -         -2.41  (seconds)                    DEFLEC18
 DF6755
 DF6755  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DF6755  Standards:
 DF6755         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DF6755            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DF6755  -------------------------------------------------------------------
 DF6755  NETWORK    0.61   0.45           0.28   0.21   0.23      0.08900778
 DF6755  -------------------------------------------------------------------
 DF6755  Click here for local accuracies and other accuracy information.
 DF6755
 DF6755.The horizontal coordinates were established by GPS observations
 DF6755.and adjusted by the National Geodetic Survey in June 2012.
 DF6755
 DF6755.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DF6755.been affixed to the stable North American tectonic plate. See 
 DF6755.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DF6755
 DF6755.The horizontal coordinates are valid at the epoch date displayed above
 DF6755.which is a decimal equivalence of Year/Month/Day.
 DF6755
 DF6755.The orthometric height was determined by GPS observations and a
 DF6755.high-resolution geoid model.
 DF6755
 DF6755.Significant digits in the geoid height do not necessarily reflect accuracy.
 DF6755.GEOID18 height accuracy estimate available here.
 DF6755
 DF6755.Click photographs - Photos may exist for this station.
 DF6755
 DF6755.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DF6755
 DF6755.The Laplace correction was computed from DEFLEC18 derived deflections.
 DF6755
 DF6755.The ellipsoidal height was determined by GPS observations
 DF6755.and is referenced to NAD 83.
 DF6755
 DF6755. The following values were computed from the NAD 83(2011) position.
 DF6755
 DF6755;                    North         East     Units Scale Factor Converg.
 DF6755;SPC MN C     -   320,025.792   740,856.983   MT  0.99998485   -0 33 44.3
 DF6755;SPC MN C     - 1,049,951.29  2,430,628.29   sFT  0.99998485   -0 33 44.3
 DF6755;UTM  15      - 5,204,595.145   345,808.106   MT  0.99989222   -1 28 56.7
 DF6755
 DF6755!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF6755!SPC MN C     -   0.99993338  x   0.99998485  =   0.99991823
 DF6755!UTM  15      -   0.99993338  x   0.99989222  =   0.99982561
 DF6755
 DF6755_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUN4580804595(NAD 83)
 DF6755
 DF6755                          SUPERSEDED SURVEY CONTROL
 DF6755
 DF6755  NAD 83(2007)-  46 58 36.94768(N)    095 01 38.33248(W) AD(2002.00) 0
 DF6755  ELLIP H (02/10/07)  425.048  (m)                       GP(2002.00)    
 DF6755  NAD 83(1996)-  46 58 36.94744(N)    095 01 38.33237(W) AD(       ) 1
 DF6755  ELLIP H (08/04/03)  425.068  (m)                       GP(       ) 3 2
 DF6755
 DF6755.Superseded values are not recommended for survey control.
 DF6755
 DF6755.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF6755.See file dsdata.pdf to determine how the superseded data were derived.
 DF6755
 DF6755_MARKER: DD = SURVEY DISK
 DF6755_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DF6755_STAMPING: 034-6 2001
 DF6755_MARK LOGO: MN-057
 DF6755_PROJECTION: RECESSED 5 CENTIMETERS
 DF6755_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DF6755_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DF6755_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DF6755+SATELLITE: SATELLITE OBSERVATIONS - January 30, 2020
 DF6755_ROD/PIPE-DEPTH: 13.7 meters
 DF6755
 DF6755  HISTORY     - Date     Condition        Report By
 DF6755  HISTORY     - 2001     MONUMENTED       MN-057
 DF6755  HISTORY     - 20200130 POOR             MNDT
 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'
 DF6755
 DF6755                          STATION RECOVERY (2020)
 DF6755
 DF6755'RECOVERY NOTE BY MN DEPT OF TRANSP 2020 (KMS)
 DF6755'FOUND CAP LOOSE.  USE WITH CAUTION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DF6756 ***********************************************************************
 DF6756  DESIGNATION -  035 31
 DF6756  PID         -  DF6756
 DF6756  STATE/COUNTY-  MN/HUBBARD
 DF6756  COUNTRY     -  US
 DF6756  USGS QUAD   -  PARK RAPIDS NW (2019)
 DF6756
 DF6756                         *CURRENT SURVEY CONTROL
 DF6756  ______________________________________________________________________
 DF6756* NAD 83(2011) POSITION- 46 53 32.12815(N) 095 09 44.16192(W)   ADJUSTED
 DF6756* NAD 83(2011) ELLIP HT-   419.090 (meters)        (06/27/12)   ADJUSTED
 DF6756* NAD 83(2011) EPOCH   -  2010.00
 DF6756* NAVD 88 ORTHO HEIGHT -   446.3   (meters)     1464.    (feet) GPS OBS
 DF6756  ______________________________________________________________________
 DF6756  NAVD 88 orthometric height was determined with geoid model    GEOID99
 DF6756  GEOID HEIGHT    -        -27.142 (meters)                     GEOID99
 DF6756  GEOID HEIGHT    -        -27.164 (meters)                     GEOID18
 DF6756  NAD 83(2011) X  -   -392,903.666 (meters)                     COMP
 DF6756  NAD 83(2011) Y  - -4,349,014.325 (meters)                     COMP
 DF6756  NAD 83(2011) Z  -  4,633,893.767 (meters)                     COMP
 DF6756  LAPLACE CORR    -         -4.85  (seconds)                    DEFLEC18
 DF6756
 DF6756  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DF6756  Standards:
 DF6756         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DF6756            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DF6756  -------------------------------------------------------------------
 DF6756  NETWORK    0.70   0.49           0.31   0.26   0.25      0.05262411
 DF6756  -------------------------------------------------------------------
 DF6756  Click here for local accuracies and other accuracy information.
 DF6756
 DF6756.The horizontal coordinates were established by GPS observations
 DF6756.and adjusted by the National Geodetic Survey in June 2012.
 DF6756
 DF6756.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DF6756.been affixed to the stable North American tectonic plate. See 
 DF6756.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DF6756
 DF6756.The horizontal coordinates are valid at the epoch date displayed above
 DF6756.which is a decimal equivalence of Year/Month/Day.
 DF6756
 DF6756.The orthometric height was determined by GPS observations and a
 DF6756.high-resolution geoid model.
 DF6756
 DF6756.Significant digits in the geoid height do not necessarily reflect accuracy.
 DF6756.GEOID18 height accuracy estimate available here.
 DF6756
 DF6756.Click photographs - Photos may exist for this station.
 DF6756
 DF6756.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DF6756
 DF6756.The Laplace correction was computed from DEFLEC18 derived deflections.
 DF6756
 DF6756.The ellipsoidal height was determined by GPS observations
 DF6756.and is referenced to NAD 83.
 DF6756
 DF6756. The following values were computed from the NAD 83(2011) position.
 DF6756
 DF6756;                    North         East     Units Scale Factor Converg.
 DF6756;SPC MN C     -   310,723.189   730,480.922   MT  0.99996934   -0 39 35.7
 DF6756;SPC MN C     - 1,019,431.00  2,396,586.16   sFT  0.99996934   -0 39 35.7
 DF6756;UTM  15      - 5,195,460.856   335,284.757   MT  0.99993347   -1 34 44.3
 DF6756
 DF6756!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF6756!SPC MN C     -   0.99993431  x   0.99996934  =   0.99990365
 DF6756!UTM  15      -   0.99993431  x   0.99993347  =   0.99986779
 DF6756
 DF6756_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUM3528495460(NAD 83)
 DF6756
 DF6756                          SUPERSEDED SURVEY CONTROL
 DF6756
 DF6756  NAD 83(2007)-  46 53 32.12803(N)    095 09 44.16270(W) AD(2002.00) 0
 DF6756  ELLIP H (02/10/07)  419.121  (m)                       GP(2002.00)    
 DF6756  NAD 83(1996)-  46 53 32.12763(N)    095 09 44.16271(W) AD(       ) 1
 DF6756  ELLIP H (08/04/03)  419.143  (m)                       GP(       ) 3 2
 DF6756
 DF6756.Superseded values are not recommended for survey control.
 DF6756
 DF6756.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF6756.See file dsdata.pdf to determine how the superseded data were derived.
 DF6756
 DF6756_MARKER: DD = SURVEY DISK
 DF6756_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DF6756_STAMPING: 035-31 2001
 DF6756_MARK LOGO: MN-057
 DF6756_PROJECTION: RECESSED 5 CENTIMETERS
 DF6756_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DF6756_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DF6756_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF6756+SATELLITE: SATELLITE OBSERVATIONS - July 12, 2021
 DF6756_ROD/PIPE-DEPTH: 18.9 meters
 DF6756
 DF6756  HISTORY     - Date     Condition        Report By
 DF6756  HISTORY     - 2001     MONUMENTED       MN-057
 DF6756  HISTORY     - 20210712 GOOD             MNDT
 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'
 DF6756
 DF6756                          STATION RECOVERY (2021)
 DF6756
 DF6756'RECOVERY NOTE BY MN DEPT OF TRANSP 2021 (TJD)
 DF6756'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DF6757 ***********************************************************************
 DF6757  DESIGNATION -  035 6
 DF6757  PID         -  DF6757
 DF6757  STATE/COUNTY-  MN/HUBBARD
 DF6757  COUNTRY     -  US
 DF6757  USGS QUAD   -  PARK RAPIDS NW (2019)
 DF6757
 DF6757                         *CURRENT SURVEY CONTROL
 DF6757  ______________________________________________________________________
 DF6757* NAD 83(2011) POSITION- 46 57 52.36342(N) 095 08 55.79444(W)   ADJUSTED
 DF6757* NAD 83(2011) ELLIP HT-   424.404 (meters)        (06/27/12)   ADJUSTED
 DF6757* NAD 83(2011) EPOCH   -  2010.00
 DF6757* NAVD 88 ORTHO HEIGHT -   451.6   (meters)     1482.    (feet) GPS OBS
 DF6757  ______________________________________________________________________
 DF6757  NAVD 88 orthometric height was determined with geoid model    GEOID99
 DF6757  GEOID HEIGHT    -        -27.197 (meters)                     GEOID99
 DF6757  GEOID HEIGHT    -        -27.216 (meters)                     GEOID18
 DF6757  NAD 83(2011) X  -   -391,357.306 (meters)                     COMP
 DF6757  NAD 83(2011) Y  - -4,343,262.824 (meters)                     COMP
 DF6757  NAD 83(2011) Z  -  4,639,386.007 (meters)                     COMP
 DF6757  LAPLACE CORR    -         -4.85  (seconds)                    DEFLEC18
 DF6757
 DF6757  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DF6757  Standards:
 DF6757         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DF6757            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DF6757  -------------------------------------------------------------------
 DF6757  NETWORK    0.67   0.47           0.30   0.24   0.24      0.09260192
 DF6757  -------------------------------------------------------------------
 DF6757  Click here for local accuracies and other accuracy information.
 DF6757
 DF6757.The horizontal coordinates were established by GPS observations
 DF6757.and adjusted by the National Geodetic Survey in June 2012.
 DF6757
 DF6757.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DF6757.been affixed to the stable North American tectonic plate. See 
 DF6757.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DF6757
 DF6757.The horizontal coordinates are valid at the epoch date displayed above
 DF6757.which is a decimal equivalence of Year/Month/Day.
 DF6757
 DF6757.The orthometric height was determined by GPS observations and a
 DF6757.high-resolution geoid model.
 DF6757
 DF6757.Significant digits in the geoid height do not necessarily reflect accuracy.
 DF6757.GEOID18 height accuracy estimate available here.
 DF6757
 DF6757.Click photographs - Photos may exist for this station.
 DF6757
 DF6757.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DF6757
 DF6757.The Laplace correction was computed from DEFLEC18 derived deflections.
 DF6757
 DF6757.The ellipsoidal height was determined by GPS observations
 DF6757.and is referenced to NAD 83.
 DF6757
 DF6757. The following values were computed from the NAD 83(2011) position.
 DF6757
 DF6757;                    North         East     Units Scale Factor Converg.
 DF6757;SPC MN C     -   318,746.941   731,595.912   MT  0.99998244   -0 39 00.7
 DF6757;SPC MN C     - 1,045,755.59  2,400,244.25   sFT  0.99998244   -0 39 00.7
 DF6757;UTM  15      - 5,203,465.314   336,528.368   MT  0.99992845   -1 34 15.6
 DF6757
 DF6757!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF6757!SPC MN C     -   0.99993348  x   0.99998244  =   0.99991592
 DF6757!UTM  15      -   0.99993348  x   0.99992845  =   0.99986193
 DF6757
 DF6757_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUN3652803465(NAD 83)
 DF6757
 DF6757                          SUPERSEDED SURVEY CONTROL
 DF6757
 DF6757  NAD 83(2007)-  46 57 52.36331(N)    095 08 55.79522(W) AD(2002.00) 0
 DF6757  ELLIP H (02/10/07)  424.434  (m)                       GP(2002.00)    
 DF6757  NAD 83(1996)-  46 57 52.36307(N)    095 08 55.79510(W) AD(       ) 1
 DF6757  ELLIP H (08/04/03)  424.454  (m)                       GP(       ) 3 2
 DF6757
 DF6757.Superseded values are not recommended for survey control.
 DF6757
 DF6757.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF6757.See file dsdata.pdf to determine how the superseded data were derived.
 DF6757
 DF6757_MARKER: DD = SURVEY DISK
 DF6757_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DF6757_STAMPING: 035-6 2001
 DF6757_MARK LOGO: MN-057
 DF6757_PROJECTION: RECESSED 5 CENTIMETERS
 DF6757_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DF6757_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DF6757_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DF6757+SATELLITE: SATELLITE OBSERVATIONS - July 12, 2021
 DF6757_ROD/PIPE-DEPTH: 19.8 meters
 DF6757
 DF6757  HISTORY     - Date     Condition        Report By
 DF6757  HISTORY     - 2001     MONUMENTED       MN-057
 DF6757  HISTORY     - 20210712 POOR             MNDT
 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'
 DF6757
 DF6757                          STATION RECOVERY (2021)
 DF6757
 DF6757'RECOVERY NOTE BY MN DEPT OF TRANSP 2021 (TJD)
 DF6757'FOUND CAP LOOSE.  USE WITH CAUTION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DP6667 ***********************************************************************
 DP6667  DESIGNATION -  037
 DP6667  PID         -  DP6667
 DP6667  STATE/COUNTY-  MN/TRAVERSE
 DP6667  COUNTRY     -  US
 DP6667  USGS QUAD   -  WHEATON NW (2019)
 DP6667
 DP6667                         *CURRENT SURVEY CONTROL
 DP6667  ______________________________________________________________________
 DP6667* NAD 83(2011) POSITION- 45 53 24.89853(N) 096 28 02.33012(W)   NO CHECK
 DP6667* NAD 83(2011) ELLIP HT-   276.102 (meters)        (03/11/15)   NO CHECK
 DP6667* NAD 83(2011) EPOCH   -  2010.00
 DP6667* NAVD 88 ORTHO HEIGHT -   302.6   (meters)      993.    (feet) GPS OBS
 DP6667  ______________________________________________________________________
 DP6667  NAVD 88 orthometric height was determined with geoid model    GEOID12A
 DP6667  GEOID HEIGHT    -        -26.507 (meters)                     GEOID12A
 DP6667  GEOID HEIGHT    -        -26.509 (meters)                     GEOID18
 DP6667  NAD 83(2011) X  -   -500,925.446 (meters)                     COMP
 DP6667  NAD 83(2011) Y  - -4,418,977.967 (meters)                     COMP
 DP6667  NAD 83(2011) Z  -  4,556,963.397 (meters)                     COMP
 DP6667  LAPLACE CORR    -         -1.61  (seconds)                    DEFLEC18
 DP6667
 DP6667  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DP6667  Standards:
 DP6667         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DP6667            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DP6667  -------------------------------------------------------------------
 DP6667  NETWORK    2.27   1.59           0.93   0.85   0.81      0.52000157
 DP6667  -------------------------------------------------------------------
 DP6667  Click here for local accuracies and other accuracy information.
 DP6667
 DP6667.The horizontal coordinates were established by GPS observations
 DP6667.and adjusted by the MN DEPT OF TRANSP in March 2015.
 DP6667
 DP6667.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DP6667.been affixed to the stable North American tectonic plate. See 
 DP6667.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DP6667
 DP6667.The horizontal coordinates are valid at the epoch date displayed above
 DP6667.which is a decimal equivalence of Year/Month/Day.
 DP6667
 DP6667.No horizontal observational check was made to the station.
 DP6667
 DP6667.The orthometric height was determined by GPS observations and a
 DP6667.high-resolution geoid model.
 DP6667
 DP6667.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP6667.GEOID18 height accuracy estimate available here.
 DP6667
 DP6667.Click photographs - Photos may exist for this station.
 DP6667
 DP6667.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DP6667
 DP6667.The Laplace correction was computed from DEFLEC18 derived deflections.
 DP6667
 DP6667.The ellipsoidal height was determined by GPS observations
 DP6667.and is referenced to NAD 83.
 DP6667
 DP6667. The following values were computed from the NAD 83(2011) position.
 DP6667
 DP6667;                    North         East     Units Scale Factor Converg.
 DP6667;SPC MN C     -   201,356.521   627,931.018   MT  0.99995196   -1 36 14.3
 DP6667;SPC MN C     -   660,617.19  2,060,137.01   sFT  0.99995196   -1 36 14.3
 DP6667;UTM  14      - 5,084,972.867   696,497.213   MT  1.00007470   +1 49 08.6
 DP6667
 DP6667!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DP6667!SPC MN C     -   0.99995672  x   0.99995196  =   0.99990868
 DP6667!UTM  14      -   0.99995672  x   1.00007470  =   1.00003141
 DP6667
 DP6667_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPR9649784972(NAD 83)
 DP6667
 DP6667                          SUPERSEDED SURVEY CONTROL
 DP6667
 DP6667.No superseded survey control is available for this station.
 DP6667
 DP6667_MARKER: DB = BENCH MARK DISK
 DP6667_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 DP6667+WITH SETTING: INFORMATION.
 DP6667_STAMPING: 037
 DP6667_MARK LOGO: BOISDE
 DP6667_PROJECTION: FLUSH
 DP6667_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DP6667_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DP6667_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP6667+SATELLITE: SATELLITE OBSERVATIONS - December 03, 2019
 DP6667
 DP6667  HISTORY     - Date     Condition        Report By
 DP6667  HISTORY     - 20100401 MONUMENTED       BOISDE
 DP6667  HISTORY     - 20130627 GOOD             MNDT
 DP6667  HISTORY     - 20191203 GOOD             MNDT
 DP6667
 DP6667                          STATION DESCRIPTION
 DP6667
 DP6667'DESCRIBED BY MN DEPT OF TRANSP 2013 (JXJ)
 DP6667'6.0 MILES NORTH OF WHEATON, 6 MILES NORTH ALONG TRUNK HIGHWAY 75 FROM
 DP6667'THE JUNCTION OF TRUNK HIGHWAY 27 AND TRUNK HIGHWAY 75 IN WHEATON, TO
 DP6667'TRUNK HIGHWAY 75 MILE POINT 177.75, THEN 1.15 MILES EAST ON COUNTY
 DP6667'ROAD 92, 45.5 FEET NORTH OF COUNTY ROAD 92, 5 FEET SOUTHEAST OF POWER
 DP6667'POLE, 0.9 FOOT SOUTH OF WITNESS POST.  ROD DEPTH UNKNOWN.
 DP6667
 DP6667                          STATION RECOVERY (2019)
 DP6667
 DP6667'RECOVERY NOTE BY MN DEPT OF TRANSP 2019 (DAS)
 DP6667'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DP6668 ***********************************************************************
 DP6668  DESIGNATION -  040
 DP6668  PID         -  DP6668
 DP6668  STATE/COUNTY-  MN/TRAVERSE
 DP6668  COUNTRY     -  US
 DP6668  USGS QUAD   -  WHEATON NW (2019)
 DP6668
 DP6668                         *CURRENT SURVEY CONTROL
 DP6668  ______________________________________________________________________
 DP6668* NAD 83(2011) POSITION- 45 56 56.81165(N) 096 23 23.60892(W)   ADJUSTED
 DP6668* NAD 83(2011) ELLIP HT-   275.947 (meters)        (03/11/15)   ADJUSTED
 DP6668* NAD 83(2011) EPOCH   -  2010.00
 DP6668* NAVD 88 ORTHO HEIGHT -   302.5   (meters)      992.    (feet) GPS OBS
 DP6668  ______________________________________________________________________
 DP6668  NAVD 88 orthometric height was determined with geoid model    GEOID12A
 DP6668  GEOID HEIGHT    -        -26.584 (meters)                     GEOID12A
 DP6668  GEOID HEIGHT    -        -26.589 (meters)                     GEOID18
 DP6668  NAD 83(2011) X  -   -494,430.592 (meters)                     COMP
 DP6668  NAD 83(2011) Y  - -4,414,979.589 (meters)                     COMP
 DP6668  NAD 83(2011) Z  -  4,561,515.089 (meters)                     COMP
 DP6668  LAPLACE CORR    -         -1.04  (seconds)                    DEFLEC18
 DP6668
 DP6668  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DP6668  Standards:
 DP6668         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DP6668            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DP6668  -------------------------------------------------------------------
 DP6668  NETWORK    1.02   1.08           0.47   0.34   0.55      0.20294131
 DP6668  -------------------------------------------------------------------
 DP6668  Click here for local accuracies and other accuracy information.
 DP6668
 DP6668.The horizontal coordinates were established by GPS observations
 DP6668.and adjusted by the MN DEPT OF TRANSP in March 2015.
 DP6668
 DP6668.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DP6668.been affixed to the stable North American tectonic plate. See 
 DP6668.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DP6668
 DP6668.The horizontal coordinates are valid at the epoch date displayed above
 DP6668.which is a decimal equivalence of Year/Month/Day.
 DP6668
 DP6668.The orthometric height was determined by GPS observations and a
 DP6668.high-resolution geoid model.
 DP6668
 DP6668.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP6668.GEOID18 height accuracy estimate available here.
 DP6668
 DP6668.Click photographs - Photos may exist for this station.
 DP6668
 DP6668.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DP6668
 DP6668.The Laplace correction was computed from DEFLEC18 derived deflections.
 DP6668
 DP6668.The ellipsoidal height was determined by GPS observations
 DP6668.and is referenced to NAD 83.
 DP6668
 DP6668. The following values were computed from the NAD 83(2011) position.
 DP6668
 DP6668;                    North         East     Units Scale Factor Converg.
 DP6668;SPC MN C     -   207,731.336   634,114.446   MT  0.99994457   -1 32 52.7
 DP6668;SPC MN C     -   681,531.89  2,080,423.81   sFT  0.99994457   -1 32 52.7
 DP6668;UTM  14      - 5,091,706.529   702,289.711   MT  1.00010309   +1 52 35.7
 DP6668
 DP6668!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DP6668!SPC MN C     -   0.99995674  x   0.99994457  =   0.99990131
 DP6668!UTM  14      -   0.99995674  x   1.00010309  =   1.00005983
 DP6668
 DP6668_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQR0228991706(NAD 83)
 DP6668
 DP6668                          SUPERSEDED SURVEY CONTROL
 DP6668
 DP6668.No superseded survey control is available for this station.
 DP6668
 DP6668_MARKER: DB = BENCH MARK DISK
 DP6668_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 DP6668+WITH SETTING: INFORMATION.
 DP6668_STAMPING: 040
 DP6668_MARK LOGO: BOISDE
 DP6668_PROJECTION: FLUSH
 DP6668_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DP6668_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DP6668_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP6668+SATELLITE: SATELLITE OBSERVATIONS - December 03, 2019
 DP6668
 DP6668  HISTORY     - Date     Condition        Report By
 DP6668  HISTORY     - 20100401 MONUMENTED       BOISDE
 DP6668  HISTORY     - 20130625 GOOD             MNDT
 DP6668  HISTORY     - 20191203 GOOD             MNDT
 DP6668
 DP6668                          STATION DESCRIPTION
 DP6668
 DP6668'DESCRIBED BY MN DEPT OF TRANSP 2013 (AXD)
 DP6668'5.95 MILES WEST ALONG COUNTY ROAD 18 FROM JUNCTION OF TRUNK HIGHWAY 9
 DP6668'AND COUNTY ROAD 18 IN CHARLESVILLE, 68.7 FEET SOUTH OF COUNTY ROAD 18,
 DP6668'2.2 FEET WEST-NORTHWEST OF WITNESS POST, 47.0 FEET SOUTH OF EAST
 DP6668'CULVERT UNDER COUNTY ROAD 18.  ROD DEPTH UNKNOWN.
 DP6668
 DP6668                          STATION RECOVERY (2019)
 DP6668
 DP6668'RECOVERY NOTE BY MN DEPT OF TRANSP 2019 (DAS)
 DP6668'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DE9775 ***********************************************************************
 DE9775  DESIGNATION -  0401 B
 DE9775  PID         -  DE9775
 DE9775  STATE/COUNTY-  MN/BELTRAMI
 DE9775  COUNTRY     -  US
 DE9775  USGS QUAD   -  GOOD LAKE (2019)
 DE9775
 DE9775                         *CURRENT SURVEY CONTROL
 DE9775  ______________________________________________________________________
 DE9775* NAD 83(2011) POSITION- 48 07 19.10910(N) 095 33 13.33693(W)   ADJUSTED
 DE9775* NAD 83(2011) ELLIP HT-   335.495 (meters)        (06/27/12)   ADJUSTED
 DE9775* NAD 83(2011) EPOCH   -  2010.00
 DE9775* NAVD 88 ORTHO HEIGHT -   363.045 (meters)     1191.09  (feet) ADJUSTED
 DE9775  ______________________________________________________________________
 DE9775  GEOID HEIGHT    -        -27.468 (meters)                     GEOID18
 DE9775  NAD 83(2011) X  -   -412,843.805 (meters)                     COMP
 DE9775  NAD 83(2011) Y  - -4,245,828.922 (meters)                     COMP
 DE9775  NAD 83(2011) Z  -  4,726,190.515 (meters)                     COMP
 DE9775  LAPLACE CORR    -         -5.03  (seconds)                    DEFLEC18
 DE9775  DYNAMIC HEIGHT  -        363.118 (meters)     1191.33  (feet) COMP
 DE9775  MODELED GRAVITY -    980,801.9   (mgal)                       NAVD 88
 DE9775
 DE9775  VERT ORDER      -  SECOND    CLASS I
 DE9775
 DE9775  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DE9775  Standards:
 DE9775         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DE9775            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DE9775  -------------------------------------------------------------------
 DE9775  NETWORK    0.37   0.39           0.17   0.12   0.20      0.01483643
 DE9775  -------------------------------------------------------------------
 DE9775  Click here for local accuracies and other accuracy information.
 DE9775
 DE9775.The horizontal coordinates were established by GPS observations
 DE9775.and adjusted by the National Geodetic Survey in June 2012.
 DE9775
 DE9775.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DE9775.been affixed to the stable North American tectonic plate. See 
 DE9775.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DE9775
 DE9775.The horizontal coordinates are valid at the epoch date displayed above
 DE9775.which is a decimal equivalence of Year/Month/Day.
 DE9775
 DE9775.The orthometric height was determined by differential leveling and
 DE9775.adjusted by the NATIONAL GEODETIC SURVEY
 DE9775.in August 2019.
 DE9775
 DE9775.Significant digits in the geoid height do not necessarily reflect accuracy.
 DE9775.GEOID18 height accuracy estimate available here.
 DE9775
 DE9775.Click photographs - Photos may exist for this station.
 DE9775
 DE9775.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DE9775
 DE9775.The Laplace correction was computed from DEFLEC18 derived deflections.
 DE9775
 DE9775.The ellipsoidal height was determined by GPS observations
 DE9775.and is referenced to NAD 83.
 DE9775
 DE9775.The dynamic height is computed by dividing the NAVD 88
 DE9775.geopotential number by the normal gravity value computed on the
 DE9775.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE9775.degrees latitude (g = 980.6199 gals.).
 DE9775
 DE9775.The modeled gravity was interpolated from observed gravity values.
 DE9775
 DE9775. The following values were computed from the NAD 83(2011) position.
 DE9775
 DE9775;                    North         East     Units Scale Factor Converg.
 DE9775;SPC MN N     -   283,220.900   617,369.610   MT  0.99991531   -1 49 07.4
 DE9775;SPC MN N     -   929,200.57  2,025,486.80   sFT  0.99991531   -1 49 07.4
 DE9775;UTM  15      - 5,333,011.640   309,961.366   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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15UUP0996133011(NAD 83)
 DE9775
 DE9775                          SUPERSEDED SURVEY CONTROL
 DE9775
 DE9775  ELLIP H (03/06/08)  335.554  (m)                       GP(       ) 3 1
 DE9775  NAD 83(2007)-  48 07 19.10937(N)    095 33 13.33902(W) AD(2002.00) 0
 DE9775  ELLIP H (02/10/07)  335.477  (m)                       GP(2002.00)    
 DE9775  NAD 83(1996)-  48 07 19.10933(N)    095 33 13.33899(W) AD(       ) 1
 DE9775  ELLIP H (01/24/03)  335.477  (m)                       GP(       ) 4 1
 DE9775  NAVD 88 (03/06/08)  363.0    (m)  GEOID03  model used  GPS OBS        
 DE9775  NAVD 88 (10/29/07)  362.922  (m)         1190.69   (f) SUPERSEDED  2 1
 DE9775  NAVD 88 (04/16/04)  362.932  (m)         1190.72   (f) SUPERSEDED  2 1
 DE9775  NAVD 88             362.92   (m)         1190.7    (f) LEVELING    3  
 DE9775
 DE9775.Superseded values are not recommended for survey control.
 DE9775
 DE9775.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE9775.See file dsdata.pdf to determine how the superseded data were derived.
 DE9775
 DE9775_MARKER: DB = BENCH MARK DISK
 DE9775_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 DE9775_STAMPING: 0401 B 2001
 DE9775_MARK LOGO: MNHD
 DE9775_PROJECTION: PROJECTING 25 CENTIMETERS
 DE9775_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DE9775_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DE9775_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE9775+SATELLITE: SATELLITE OBSERVATIONS - August 13, 2019
 DE9775
 DE9775  HISTORY     - Date     Condition        Report By
 DE9775  HISTORY     - 1972     MONUMENTED       MNHD
 DE9775  HISTORY     - 20010807 GOOD             MNDT
 DE9775  HISTORY     - 20010907 GOOD             MNDT
 DE9775  HISTORY     - 20011023 GOOD             MNDT
 DE9775  HISTORY     - 20070108 GOOD             MNDT
 DE9775  HISTORY     - 20080923 GOOD             MNDT
 DE9775  HISTORY     - 20190813 GOOD             MNDT
 DE9775
 DE9775                          STATION DESCRIPTION
 DE9775
 DE9775'DESCRIBED BY MN DEPT OF TRANSP 2001 (DKH)
 DE9775'THE MARK WAS RECOVERED 29 MI (46.7 KM) EAST OF THIEF RIVER FALLS,
 DE9775'11.85 MI (19.07 KM) EAST ALONG TH 1 FROM JCT OF TH 219 (1 MI SOUTH OF
 DE9775'GOODRIDGE) , AT TH 1 MP 75.2, 850 FT (259.1 M) WEST OF SECTION CORNER,
 DE9775'75 FT (22.9 M) SOUTH OF TH 1, 38 FT (11.6 M) EAST OF DRIVEWAY, 8.2 FT
 DE9775'(2.5 M) ENE OF CABLE MARKER E39, 0.4 FT (12.2 CM) NORTH OF WIT POST.
 DE9775
 DE9775                          STATION RECOVERY (2001)
 DE9775
 DE9775'RECOVERY NOTE BY MN DEPT OF TRANSP 2001 (WAS)
 DE9775'THE MARK WAS RECOVERED IN GOOD CONDITION.  THE MARK IS 12.0 MI (19.3
 DE9775'KM) EAST OF GOODRIDGE, 11.85 MI (19.07 KM) EAST ALONG TH 1 FROM JCT OF
 DE9775'TH 1 AND TH 219 (1 MI SOUTH OF GOODRIDGE), AT TH 1 MP 75.2, 850 FT
 DE9775'(259.1 M) WEST OF SEC COR, 75 FT (22.9 M) SOUTH OF TH 1, 38 FT (11.6
 DE9775'M) EAST OF DRIVEWAY, 8.2 FT (2.5 M) ENE OF CABLE MARKER NO E 39, 0.4
 DE9775'FT (12.2 CM) NORTH OF WIT POST, PROJECTS 6 INCHES, MAGNETIC, AND
 DE9775'SUITABLE FOR GPS. NOTE--NO YEAR STAMPED ON DISK.
 DE9775
 DE9775                          STATION RECOVERY (2001)
 DE9775
 DE9775'RECOVERY NOTE BY MN DEPT OF TRANSP 2001 (WAS)
 DE9775'MARK WAS RECOVERED IN GOOD CONDITION.  29 MI (46.7 KM) EAST OF THIEF
 DE9775'RIVER FALLS, 11.85 MI (19.07 K M) EAST ALONG TH 1 FROM JCT OF TH 219
 DE9775'(1 MI SOUTH OF GOODRIDGE) , AT TH 1 MP 75.2, 850 FT (259.1 M) WEST OF
 DE9775'SECTION CORNER, 75 FT (22.9 M) SOUTH OF TH 1, 38 FT (11.6 M) EAST OF
 DE9775'DRIVEWAY, 8.2 FT (2.5 M) ENE OF CABLE MARKER E39, 0.4 FT (12.2 CM)
 DE9775'NORTH OF WITNESS POST. NOTE--YEAR DISK WAS SET IS UNKNOWN, ALTHOUGH
 DE9775'NGS DATABASE HAS 1972.
 DE9775
 DE9775                          STATION RECOVERY (2007)
 DE9775
 DE9775'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (DJS)
 DE9775'29.0 MILES EAST OF THIEF RIVER FALLS, 11.85 MILES EAST ALONG TRUNK
 DE9775'HIGHWAY 1 FROM JUNCTION OF TRUNK HIGHWAY 1 AND TRUNK HIGHWAY 219 (1
 DE9775'MILES SOUTH OF GOODRIDGE), AT TRUNK HIGHWAY 1 MILEPOINT 75.2, 850 FEET
 DE9775'WEST OF SECTION CORNER, 75 FEET SOUTH OF TRUNK HIGHWAY 1, 38 FEET EAST
 DE9775'OF DRIVEWAY, 8.2 FEET EAST-NORTHEAST OF CABLE MARKER NUMBER E 39, 0.4
 DE9775'FEET NORTH OF WITNESS POST.
 DE9775
 DE9775                          STATION RECOVERY (2008)
 DE9775
 DE9775'RECOVERY NOTE BY MN DEPT OF TRANSP 2008 (KMS)
 DE9775'THE MARK IS A PRE-FABRICATED CONCRETE POST SET IN 1972 THEN STAMPED
 DE9775'WHEN USED IN 2001.
 DE9775
 DE9775                          STATION RECOVERY (2019)
 DE9775
 DE9775'RECOVERY NOTE BY MN DEPT OF TRANSP 2019 (KMS)
 DE9775'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DR9731 ***********************************************************************
 DR9731  DESIGNATION -  0401 E 1 RESET
 DR9731  PID         -  DR9731
 DR9731  STATE/COUNTY-  MN/BELTRAMI
 DR9731  COUNTRY     -  US
 DR9731  USGS QUAD   -  ERIE NE (2019)
 DR9731
 DR9731                         *CURRENT SURVEY CONTROL
 DR9731  ______________________________________________________________________
 DR9731* NAD 83(1986) POSITION- 48 08 32.05   (N) 095 34 24.83   (W)   HD_HELD1
 DR9731* NAVD 88 ORTHO HEIGHT -   361.491 (meters)     1185.99  (feet) ADJUSTED
 DR9731  ______________________________________________________________________
 DR9731  GEOID HEIGHT    -        -27.414 (meters)                     GEOID18
 DR9731  DYNAMIC HEIGHT  -        361.565 (meters)     1186.23  (feet) COMP
 DR9731  MODELED GRAVITY -    980,807.1   (mgal)                       NAVD 88
 DR9731
 DR9731  VERT ORDER      -  SECOND    CLASS I
 DR9731
 DR9731.The horizontal coordinates were determined by differentially corrected
 DR9731.hand held GPS observations or other comparable positioning techniques
 DR9731.and have an estimated accuracy of +/- 3 meters.
 DR9731
 DR9731.The orthometric height was determined by differential leveling and
 DR9731.adjusted by the NATIONAL GEODETIC SURVEY
 DR9731.in February 2025.
 DR9731
 DR9731.Significant digits in the geoid height do not necessarily reflect accuracy.
 DR9731.GEOID18 height accuracy estimate available here.
 DR9731
 DR9731.Click photographs - Photos may exist for this station.
 DR9731
 DR9731.The dynamic height is computed by dividing the NAVD 88
 DR9731.geopotential number by the normal gravity value computed on the
 DR9731.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DR9731.degrees latitude (g = 980.6199 gals.).
 DR9731
 DR9731.The modeled gravity was interpolated from observed gravity values.
 DR9731
 DR9731;                    North         East    Units  Estimated Accuracy
 DR9731;SPC MN N     -   285,519.6     615,964.1     MT  (+/- 3 meters HH1 GPS) 
 DR9731
 DR9731_U.S. NATIONAL GRID SPATIAL ADDRESS: 15UUP0855835312(NAD 83)
 DR9731
 DR9731                          SUPERSEDED SURVEY CONTROL
 DR9731
 DR9731.No superseded survey control is available for this station.
 DR9731
 DR9731_MARKER: I = METAL ROD
 DR9731_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DR9731_STAMPING: 0401 E 1 RESET 2019
 DR9731_MARK LOGO: MNDT
 DR9731_PROJECTION: RECESSED 8 CENTIMETERS
 DR9731_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DR9731_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DR9731_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DR9731+SATELLITE: SATELLITE OBSERVATIONS - August 13, 2019
 DR9731_ROD/PIPE-DEPTH: 4.57 meters
 DR9731
 DR9731  HISTORY     - Date     Condition        Report By
 DR9731  HISTORY     - 20190813 MONUMENTED       MNDT
 DR9731  HISTORY     - 20190813 GOOD             MNDT
 DR9731
 DR9731                          STATION DESCRIPTION
 DR9731
 DR9731'DESCRIBED BY MN DEPT OF TRANSP 2019 (KMS)
 DR9731'THE MARK IS LOCATED ABOUT 11.1 MI (17.9 KM) SOUTH OF GRYGLA, 10.9 MI
 DR9731'(17.5 KM) EAST OF GOODRIDGE AND 10.4 MI (16.7 KM) SOUTHWEST OF JELLE.
 DR9731'
 DR9731'THE MARK WAS LOCATED ABOUT 11.0 MI (17.7 KM) EAST OF GOODRIDGE, 11.0
 DR9731'MI (17.7 KM) EAST ALONG TRUNK HIGHWAY 1 FROM THE JUNCTION OF TRUNK
 DR9731'HIGHWAY 1 AND TRUNK HIGHWAY 219 (THE JUNCTION IS 1.0 MI (1.6 KM) SOUTH
 DR9731'OF GOODRIDGE) TO TRUNK HIGHWAY 1 MILE POINT 74.35, THEN 1.5 MI (2.4
 DR9731'KM) NORTH ALONG RED LAKE RESERVATION ROAD NUMBER 24.
 DR9731'
 DR9731'IT IS 15.4 FT (4.7 M) EAST-NORTHEAST OF RED LAKE RESERVATION ROAD
 DR9731'NUMBER 24 AND 2.9 FT (0.9 M) WEST-SOUTHWEST OF A WITNESS POST.
 DR9731'
 DR9731'NOTE-THE STATION STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER
 DR9731'ALUMINUM ROD DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION
 DR9731'REMOVABLE DISK SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY
 DR9731'A SIX-INCH PVC PIPE BACK FILLED WITH WASHED SAND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DF7593 ***********************************************************************
 DF7593  DESIGNATION -  0401 E 2
 DF7593  PID         -  DF7593
 DF7593  STATE/COUNTY-  MN/BELTRAMI
 DF7593  COUNTRY     -  US
 DF7593  USGS QUAD   -  ERIE NE (2019)
 DF7593
 DF7593                         *CURRENT SURVEY CONTROL
 DF7593  ______________________________________________________________________
 DF7593* NAD 83(1986) POSITION- 48 09 45.71   (N) 095 34 40.05   (W)   HD_HELD1
 DF7593* NAVD 88 ORTHO HEIGHT -   361.101 (meters)     1184.71  (feet) ADJUSTED
 DF7593  ______________________________________________________________________
 DF7593  GEOID HEIGHT    -        -27.391 (meters)                     GEOID18
 DF7593  DYNAMIC HEIGHT  -        361.176 (meters)     1184.96  (feet) COMP
 DF7593  MODELED GRAVITY -    980,810.5   (mgal)                       NAVD 88
 DF7593
 DF7593  VERT ORDER      -  SECOND    CLASS I
 DF7593
 DF7593.The horizontal coordinates were determined by differentially corrected
 DF7593.hand held GPS observations or other comparable positioning techniques
 DF7593.and have an estimated accuracy of +/- 3 meters.
 DF7593
 DF7593.The orthometric height was determined by differential leveling and
 DF7593.adjusted by the NATIONAL GEODETIC SURVEY
 DF7593.in October 2007.
 DF7593
 DF7593.Significant digits in the geoid height do not necessarily reflect accuracy.
 DF7593.GEOID18 height accuracy estimate available here.
 DF7593
 DF7593.Click photographs - Photos may exist for this station.
 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     -   287,803.4     615,722.5     MT  (+/- 3 meters HH1 GPS) 
 DF7593
 DF7593_U.S. NATIONAL GRID SPATIAL ADDRESS: 15UUP0832037597(NAD 83)
 DF7593
 DF7593                          SUPERSEDED SURVEY CONTROL
 DF7593
 DF7593  NAVD 88 (04/16/04)  361.110  (m)         1184.74   (f) SUPERSEDED  2 1
 DF7593
 DF7593.Superseded values are not recommended for survey control.
 DF7593
 DF7593.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF7593.See file dsdata.pdf to determine how the superseded data were derived.
 DF7593
 DF7593_MARKER: DD = SURVEY DISK
 DF7593_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DF7593_STAMPING: 0401 E2 2001
 DF7593_MARK LOGO: MNDT
 DF7593_PROJECTION: FLUSH
 DF7593_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DF7593_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DF7593_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF7593+SATELLITE: SATELLITE OBSERVATIONS - 2001
 DF7593_ROD/PIPE-DEPTH: 4.3 meters
 DF7593
 DF7593  HISTORY     - Date     Condition        Report By
 DF7593  HISTORY     - 2001     MONUMENTED       MNDT
 DF7593
 DF7593                          STATION DESCRIPTION
 DF7593
 DF7593'DESCRIBED BY MN DEPT OF TRANSP 2001 (DKH)
 DF7593'THE MARK IS 11 MI (17.7 KM) EAST OF GOODRIDGE, 11 MI (17.7 KM) EAST
 DF7593'ALONG TH 1 FROM JCT OF TH 1 AND TH 219 (1 MI SOUTH OF GOODRIDGE) TO TH
 DF7593'1 MP 74.35, THENCE 2.9 MI (4.7 KM) NORTH ALONG RED LAKE RES RD 24,
 DF7593'12.9 FT (3.9 M) WEST OF RED LAKE RES RD 24, 1.3 FT (0.4 M) EAST OF WIT
 DF7593'POST, FLUSH, MAGNETIC, AND SUITABLE FOR GPS.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DF7595 ***********************************************************************
 DF7595  DESIGNATION -  0401 E 3
 DF7595  PID         -  DF7595
 DF7595  STATE/COUNTY-  MN/BELTRAMI
 DF7595  COUNTRY     -  US
 DF7595  USGS QUAD   -  ERIE NE (2019)
 DF7595
 DF7595                         *CURRENT SURVEY CONTROL
 DF7595  ______________________________________________________________________
 DF7595* NAD 83(1986) POSITION- 48 10 46.23   (N) 095 33 01.58   (W)   HD_HELD1
 DF7595* NAVD 88 ORTHO HEIGHT -   362.060 (meters)     1187.86  (feet) ADJUSTED
 DF7595  ______________________________________________________________________
 DF7595  GEOID HEIGHT    -        -27.430 (meters)                     GEOID18
 DF7595  DYNAMIC HEIGHT  -        362.136 (meters)     1188.11  (feet) COMP
 DF7595  MODELED GRAVITY -    980,810.5   (mgal)                       NAVD 88
 DF7595
 DF7595  VERT ORDER      -  SECOND    CLASS I
 DF7595
 DF7595.The horizontal coordinates were determined by differentially corrected
 DF7595.hand held GPS observations or other comparable positioning techniques
 DF7595.and have an estimated accuracy of +/- 3 meters.
 DF7595
 DF7595.The orthometric height was determined by differential leveling and
 DF7595.adjusted by the NATIONAL GEODETIC SURVEY
 DF7595.in October 2007.
 DF7595
 DF7595.Significant digits in the geoid height do not necessarily reflect accuracy.
 DF7595.GEOID18 height accuracy estimate available here.
 DF7595
 DF7595.Click photographs - Photos may exist for this station.
 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     -   289,606.8     617,815.4     MT  (+/- 3 meters HH1 GPS) 
 DF7595
 DF7595_U.S. NATIONAL GRID SPATIAL ADDRESS: 15UUP1041639397(NAD 83)
 DF7595
 DF7595                          SUPERSEDED SURVEY CONTROL
 DF7595
 DF7595  NAVD 88 (04/16/04)  362.070  (m)         1187.89   (f) SUPERSEDED  2 1
 DF7595
 DF7595.Superseded values are not recommended for survey control.
 DF7595
 DF7595.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF7595.See file dsdata.pdf to determine how the superseded data were derived.
 DF7595
 DF7595_MARKER: DD = SURVEY DISK
 DF7595_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DF7595_STAMPING: 0401 E 3 2001
 DF7595_MARK LOGO: MNDT
 DF7595_PROJECTION: FLUSH
 DF7595_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DF7595_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DF7595_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF7595+SATELLITE: SATELLITE OBSERVATIONS - 2001
 DF7595_ROD/PIPE-DEPTH: 3.7 meters
 DF7595
 DF7595  HISTORY     - Date     Condition        Report By
 DF7595  HISTORY     - 2001     MONUMENTED       MNDT
 DF7595
 DF7595                          STATION DESCRIPTION
 DF7595
 DF7595'DESCRIBED BY MN DEPT OF TRANSP 2001 (DKH)
 DF7595'THE MARK IS 12 MI (19.3 KM) NE OF GOODRIDGE, 11 MI (17.7 KM) EAST
 DF7595'ALONG TH 1 FROM JCT OF TH 1 AND TH 219 (1 MI SOUTH OF GOODRIDGE) TO TH
 DF7595'1 MP 74.3, THENCE 5.5 MI (8.9 KM) NORTH ALONG RED LAKE RES RD 24, 15.5
 DF7595'FT (4.7 M) WEST OF RED LAKE RES RD 24, 2.2 FT (0.7 M) EAST OF WIT
 DF7595'POST, FLUSH, MAGNETIC, AND SUITABLE FOR GPS.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DR9728 ***********************************************************************
 DR9728  DESIGNATION -  0401 F RESET
 DR9728  PID         -  DR9728
 DR9728  STATE/COUNTY-  MN/BELTRAMI
 DR9728  COUNTRY     -  US
 DR9728  USGS QUAD   -  GOOD LAKE (2019)
 DR9728
 DR9728                         *CURRENT SURVEY CONTROL
 DR9728  ______________________________________________________________________
 DR9728* NAD 83(1986) POSITION- 48 07 20.42   (N) 095 31 42.38   (W)   HD_HELD1
 DR9728* NAVD 88 ORTHO HEIGHT -   362.680 (meters)     1189.89  (feet) ADJUSTED
 DR9728  ______________________________________________________________________
 DR9728  GEOID HEIGHT    -        -27.510 (meters)                     GEOID18
 DR9728  DYNAMIC HEIGHT  -        362.752 (meters)     1190.13  (feet) COMP
 DR9728  MODELED GRAVITY -    980,800.3   (mgal)                       NAVD 88
 DR9728
 DR9728  VERT ORDER      -  SECOND    CLASS I
 DR9728
 DR9728.The horizontal coordinates were determined by differentially corrected
 DR9728.hand held GPS observations or other comparable positioning techniques
 DR9728.and have an estimated accuracy of +/- 3 meters.
 DR9728
 DR9728.The orthometric height was determined by differential leveling and
 DR9728.adjusted by the NATIONAL GEODETIC SURVEY
 DR9728.in February 2025.
 DR9728
 DR9728.Significant digits in the geoid height do not necessarily reflect accuracy.
 DR9728.GEOID18 height accuracy estimate available here.
 DR9728
 DR9728.Click photographs - Photos may exist for this station.
 DR9728
 DR9728.The dynamic height is computed by dividing the NAVD 88
 DR9728.geopotential number by the normal gravity value computed on the
 DR9728.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DR9728.degrees latitude (g = 980.6199 gals.).
 DR9728
 DR9728.The modeled gravity was interpolated from observed gravity values.
 DR9728
 DR9728;                    North         East    Units  Estimated Accuracy
 DR9728;SPC MN N     -   283,202.0     619,250.8     MT  (+/- 3 meters HH1 GPS) 
 DR9728
 DR9728_U.S. NATIONAL GRID SPATIAL ADDRESS: 15UUP1184232989(NAD 83)
 DR9728
 DR9728                          SUPERSEDED SURVEY CONTROL
 DR9728
 DR9728.No superseded survey control is available for this station.
 DR9728
 DR9728_MARKER: I = METAL ROD
 DR9728_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DR9728_STAMPING: 0401 F RESET 2019
 DR9728_MARK LOGO: MNDT
 DR9728_PROJECTION: RECESSED 8 CENTIMETERS
 DR9728_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DR9728_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DR9728_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DR9728+SATELLITE: SATELLITE OBSERVATIONS - March 05, 2023
 DR9728_ROD/PIPE-DEPTH: 5.79 meters
 DR9728
 DR9728  HISTORY     - Date     Condition        Report By
 DR9728  HISTORY     - 20190910 MONUMENTED       MNDT
 DR9728  HISTORY     - 20230305 GOOD             MNDT
 DR9728
 DR9728                          STATION DESCRIPTION
 DR9728
 DR9728'DESCRIBED BY MN DEPT OF TRANSP 2023 (KMS)
 DR9728'THE MARK IS LOCATED ABOUT 13.0 MI (20.9 KM) SOUTH-SOUTHEAST OF GRYGLA,
 DR9728'11.7 MI (18.8 KM) SOUTH-SOUTHWEST OF CARMEL AND 10.0 MI (16.1 KM)
 DR9728'SOUTHWEST OF JELLE.
 DR9728'
 DR9728'THE MARK WAS LOCATED ABOUT 13.0 MI (20.9 KM) EAST OF GOODRIDGE, 13.0
 DR9728'MI (20.9 KM) EAST ALONG TRUNK HIGHWAY 1 FROM THE JUNCTION OF TRUNK
 DR9728'HIGHWAY 1 AND TRUNK HIGHWAY 219 (THE JUNCTION IS 1.0 MI (1.6 KM) SOUTH
 DR9728'OF GOODRIDGE), AT TRUNK HIGHWAY 1 MILE POINT 76.35.
 DR9728'
 DR9728'IT IS 54.0 FT (16.5 M) NORTH OF TRUNK HIGHWAY 1, 18.5 FT (5.6 M) WEST
 DR9728'OF RESERVATION HIGHWAY 26 AND 1.0 FT (0.3 M) SOUTH OF A WITNESS POST.
 DR9728'
 DR9728'NOTE-THE STATION STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER
 DR9728'ALUMINUM ROD DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION
 DR9728'REMOVABLE DISK SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY
 DR9728'A SIX-INCH PVC PIPE BACK FILLED WITH WASHED SAND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DR9726 ***********************************************************************
 DR9726  DESIGNATION -  0401 G RESET
 DR9726  PID         -  DR9726
 DR9726  STATE/COUNTY-  MN/BELTRAMI
 DR9726  COUNTRY     -  US
 DR9726  USGS QUAD   -  CAHILL LAKE (2019)
 DR9726
 DR9726                         *CURRENT SURVEY CONTROL
 DR9726  ______________________________________________________________________
 DR9726* NAD 83(1986) POSITION- 48 07 19.97   (N) 095 29 33.68   (W)   HD_HELD1
 DR9726* NAVD 88 ORTHO HEIGHT -   362.838 (meters)     1190.41  (feet) ADJUSTED
 DR9726  ______________________________________________________________________
 DR9726  GEOID HEIGHT    -        -27.569 (meters)                     GEOID18
 DR9726  DYNAMIC HEIGHT  -        362.910 (meters)     1190.65  (feet) COMP
 DR9726  MODELED GRAVITY -    980,797.5   (mgal)                       NAVD 88
 DR9726
 DR9726  VERT ORDER      -  SECOND    CLASS I
 DR9726
 DR9726.The horizontal coordinates were determined by differentially corrected
 DR9726.hand held GPS observations or other comparable positioning techniques
 DR9726.and have an estimated accuracy of +/- 3 meters.
 DR9726
 DR9726.The orthometric height was determined by differential leveling and
 DR9726.adjusted by the NATIONAL GEODETIC SURVEY
 DR9726.in February 2025.
 DR9726
 DR9726.Significant digits in the geoid height do not necessarily reflect accuracy.
 DR9726.GEOID18 height accuracy estimate available here.
 DR9726
 DR9726.Click photographs - Photos may exist for this station.
 DR9726
 DR9726.The dynamic height is computed by dividing the NAVD 88
 DR9726.geopotential number by the normal gravity value computed on the
 DR9726.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DR9726.degrees latitude (g = 980.6199 gals.).
 DR9726
 DR9726.The modeled gravity was interpolated from observed gravity values.
 DR9726
 DR9726;                    North         East    Units  Estimated Accuracy
 DR9726;SPC MN N     -   283,105.1     621,910.4     MT  (+/- 3 meters HH1 GPS) 
 DR9726
 DR9726_U.S. NATIONAL GRID SPATIAL ADDRESS: 15UUP1450232889(NAD 83)
 DR9726
 DR9726                          SUPERSEDED SURVEY CONTROL
 DR9726
 DR9726.No superseded survey control is available for this station.
 DR9726
 DR9726_MARKER: I = METAL ROD
 DR9726_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DR9726_STAMPING: 0401 G RESET 2019
 DR9726_MARK LOGO: MNDT
 DR9726_PROJECTION: RECESSED 10 CENTIMETERS
 DR9726_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DR9726_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DR9726_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DR9726+SATELLITE: SATELLITE OBSERVATIONS - March 05, 2023
 DR9726_ROD/PIPE-DEPTH: 4.57 meters
 DR9726
 DR9726  HISTORY     - Date     Condition        Report By
 DR9726  HISTORY     - 20190910 MONUMENTED       MNDT
 DR9726  HISTORY     - 20230305 GOOD             MNDT
 DR9726
 DR9726                          STATION DESCRIPTION
 DR9726
 DR9726'DESCRIBED BY MN DEPT OF TRANSP 2023 (KMS)
 DR9726'THE MARK IS LOCATED ABOUT 13.2 MI (21.2 KM) SOUTH-SOUTHWEST OF FOUR
 DR9726'TOWN, 11.2 MI (18.0 KM) SOUTH-SOUTHWEST OF CARMEL AND 9.1 MI (14.6 KM)
 DR9726'SOUTH-SOUTHWEST OF JELLE.
 DR9726'
 DR9726'THE MARK WAS LOCATED ABOUT 31.65 MI (50.92 KM) EAST OF THIEF RIVER
 DR9726'FALLS, 11.35 MI (18.26 KM) WEST ALONG TRUNK HIGHWAY 1 FROM THE
 DR9726'JUNCTION OF TRUNK HIGHWAY 1 AND TRUNK HIGHWAY 89 (THE JUNCTION IS 43.0
 DR9726'MI (69.2 KM) EAST OF THIEF RIVER FALLS), AT TRUNK HIGHWAY 1 MILE POINT
 DR9726'78.0.
 DR9726'
 DR9726'IT IS 26.9 FT (8.2 M) NORTH OF TRUNK HIGHWAY 1, 50.1 FT (15.3 M) NORTH
 DR9726'OF MILEPOST 78 AND 4.5 FT (1.4 M) SOUTH OF A WITNESS POST.
 DR9726'
 DR9726'NOTE-THE STATION STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER
 DR9726'ALUMINUM ROD DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION
 DR9726'REMOVABLE DISK SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY
 DR9726'A SIX-INCH PVC PIPE BACK FILLED WITH WASHED SAND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DO7557 ***********************************************************************
 DO7557  DESIGNATION -  0401 H RESET
 DO7557  PID         -  DO7557
 DO7557  STATE/COUNTY-  MN/BELTRAMI
 DO7557  COUNTRY     -  US
 DO7557  USGS QUAD   -  CAHILL LAKE (2019)
 DO7557
 DO7557                         *CURRENT SURVEY CONTROL
 DO7557  ______________________________________________________________________
 DO7557* NAD 83(1986) POSITION- 48 07 19.87   (N) 095 28 37.26   (W)   HD_HELD1
 DO7557* NAVD 88 ORTHO HEIGHT -   363.622 (meters)     1192.98  (feet) ADJUSTED
 DO7557  ______________________________________________________________________
 DO7557  GEOID HEIGHT    -        -27.596 (meters)                     GEOID18
 DO7557  DYNAMIC HEIGHT  -        363.693 (meters)     1193.22  (feet) COMP
 DO7557  MODELED GRAVITY -    980,796.5   (mgal)                       NAVD 88
 DO7557
 DO7557  VERT ORDER      -  SECOND    CLASS I
 DO7557
 DO7557.The horizontal coordinates were determined by differentially corrected
 DO7557.hand held GPS observations or other comparable positioning techniques
 DO7557.and have an estimated accuracy of +/- 3 meters.
 DO7557
 DO7557.The orthometric height was determined by differential leveling and
 DO7557.adjusted by the NATIONAL GEODETIC SURVEY
 DO7557.in August 2019.
 DO7557
 DO7557.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO7557.GEOID18 height accuracy estimate available here.
 DO7557
 DO7557.Click photographs - Photos may exist for this station.
 DO7557
 DO7557.The dynamic height is computed by dividing the NAVD 88
 DO7557.geopotential number by the normal gravity value computed on the
 DO7557.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO7557.degrees latitude (g = 980.6199 gals.).
 DO7557
 DO7557.The modeled gravity was interpolated from observed gravity values.
 DO7557
 DO7557;                    North         East    Units  Estimated Accuracy
 DO7557;SPC MN N     -   283,066.0     623,076.4     MT  (+/- 3 meters HH1 GPS) 
 DO7557
 DO7557_U.S. NATIONAL GRID SPATIAL ADDRESS: 15UUP1566832848(NAD 83)
 DO7557
 DO7557                          SUPERSEDED SURVEY CONTROL
 DO7557
 DO7557.No superseded survey control is available for this station.
 DO7557
 DO7557_MARKER: I = METAL ROD
 DO7557_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DO7557_STAMPING: 0401 H RESET 2001 2008
 DO7557_MARK LOGO: MNDT
 DO7557_PROJECTION: FLUSH
 DO7557_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DO7557_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DO7557_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DO7557+SATELLITE: SATELLITE OBSERVATIONS - March 04, 2023
 DO7557_ROD/PIPE-DEPTH: 4.6 meters
 DO7557
 DO7557  HISTORY     - Date     Condition        Report By
 DO7557  HISTORY     - 20080923 MONUMENTED       MNDT
 DO7557  HISTORY     - 20200204 GOOD             MNDT
 DO7557  HISTORY     - 20230304 GOOD             MNDT
 DO7557
 DO7557                          STATION DESCRIPTION
 DO7557
 DO7557'DESCRIBED BY MN DEPT OF TRANSP 2008 (KMS)
 DO7557'THE MARK IS 12.5 MI (20.1 KM) SOUTHWEST OF THORHULT, 10.6 MI (17.1 KM)
 DO7557'WEST ALONG TRUNK HIGHWAY 1 FROM THE JUNCTION OF TRUNK HIGHWAY 1 AND
 DO7557'TRUNK HIGHWAY 89 AT TRUNK HIGHWAY 1 MILE POINT 78.75, 47 FT (14.3 M)
 DO7557'NORTH OF TRUNK HIGHWAY 1, 9.8 FT (3.0 M) WEST OF ENTRANCE, 1.4 FT (0.4
 DO7557'M) SOUTH OF A WITNESS POST.
 DO7557
 DO7557                          STATION RECOVERY (2020)
 DO7557
 DO7557'RECOVERY NOTE BY MN DEPT OF TRANSP 2020 (KMS)
 DO7557'32.70 MI (52.61 KM) EAST OF THIEF RIVER FALLS, 32.60 MI (52.45 KM)
 DO7557'EAST ALONG TRUNK HIGHWAY 1 FROM THE JUNCTION OF TRUNK HIGHWAY 1 AND
 DO7557'TRUNK HIGHWAY 32 IN THIEF RIVER FALLS, AT TRUNK HIGHWAY 1 MILE POINT
 DO7557'78.75, 47.0 FT (14.3 M) NORTH OF TRUNK HIGHWAY 1, 9.8 FT (3.0 M) WEST
 DO7557'OF AN ENTRANCE, 5.2 FT (1.6 M) EAST OF A WITNESS POST.
 DO7557
 DO7557                          STATION RECOVERY (2023)
 DO7557
 DO7557'RECOVERY NOTE BY MN DEPT OF TRANSP 2023 (KMS)
 DO7557'RECOVERED IN GOOD CONDITION.
 DO7557'
 DO7557'NOTE-ADD- 5.2 FT (1.6 M) EAST OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DR9724 ***********************************************************************
 DR9724  DESIGNATION -  0401 J RESET
 DR9724  PID         -  DR9724
 DR9724  STATE/COUNTY-  MN/BELTRAMI
 DR9724  COUNTRY     -  US
 DR9724  USGS QUAD   -  CAHILL LAKE (2019)
 DR9724
 DR9724                         *CURRENT SURVEY CONTROL
 DR9724  ______________________________________________________________________
 DR9724* NAD 83(1986) POSITION- 48 07 19.46   (N) 095 26 58.26   (W)   HD_HELD1
 DR9724* NAVD 88 ORTHO HEIGHT -   363.826 (meters)     1193.65  (feet) ADJUSTED
 DR9724  ______________________________________________________________________
 DR9724  GEOID HEIGHT    -        -27.642 (meters)                     GEOID18
 DR9724  DYNAMIC HEIGHT  -        363.897 (meters)     1193.89  (feet) COMP
 DR9724  MODELED GRAVITY -    980,794.7   (mgal)                       NAVD 88
 DR9724
 DR9724  VERT ORDER      -  SECOND    CLASS I
 DR9724
 DR9724.The horizontal coordinates were determined by differentially corrected
 DR9724.hand held GPS observations or other comparable positioning techniques
 DR9724.and have an estimated accuracy of +/- 3 meters.
 DR9724
 DR9724.The orthometric height was determined by differential leveling and
 DR9724.adjusted by the NATIONAL GEODETIC SURVEY
 DR9724.in February 2025.
 DR9724
 DR9724.Significant digits in the geoid height do not necessarily reflect accuracy.
 DR9724.GEOID18 height accuracy estimate available here.
 DR9724
 DR9724.Click photographs - Photos may exist for this station.
 DR9724
 DR9724.The dynamic height is computed by dividing the NAVD 88
 DR9724.geopotential number by the normal gravity value computed on the
 DR9724.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DR9724.degrees latitude (g = 980.6199 gals.).
 DR9724
 DR9724.The modeled gravity was interpolated from observed gravity values.
 DR9724
 DR9724;                    North         East    Units  Estimated Accuracy
 DR9724;SPC MN N     -   282,990.8     625,122.3     MT  (+/- 3 meters HH1 GPS) 
 DR9724
 DR9724_U.S. NATIONAL GRID SPATIAL ADDRESS: 15UUP1771432770(NAD 83)
 DR9724
 DR9724                          SUPERSEDED SURVEY CONTROL
 DR9724
 DR9724.No superseded survey control is available for this station.
 DR9724
 DR9724_MARKER: I = METAL ROD
 DR9724_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DR9724_STAMPING: 0401 J RESET 2019
 DR9724_MARK LOGO: MNDT
 DR9724_PROJECTION: RECESSED 5 CENTIMETERS
 DR9724_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DR9724_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DR9724_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DR9724+SATELLITE: SATELLITE OBSERVATIONS - March 02, 2023
 DR9724_ROD/PIPE-DEPTH: 3.96 meters
 DR9724
 DR9724  HISTORY     - Date     Condition        Report By
 DR9724  HISTORY     - 20190910 MONUMENTED       MNDT
 DR9724  HISTORY     - 20230302 GOOD             MNDT
 DR9724
 DR9724                          STATION DESCRIPTION
 DR9724
 DR9724'DESCRIBED BY MN DEPT OF TRANSP 2023 (KMS)
 DR9724'THE MARK IS LOCATED ABOUT 12.0 MI (19.3 KM) SOUTHWEST OF THORHULT,
 DR9724'11.0 MI (17.7 KM) SOUTH OF CARMEL AND 8.3 MI (13.4 KM) SOUTH-SOUTHWEST
 DR9724'OF JELLE.
 DR9724'
 DR9724'THE MARK WAS LOCATED ABOUT 33.65 MI (54.14 KM) EAST OF THIEF RIVER
 DR9724'FALLS, 9.35 MI (15.04 KM) WEST ALONG TRUNK HIGHWAY 1 FROM THE JUNCTION
 DR9724'OF TRUNK HIGHWAY 1 AND TRUNK HIGHWAY 89 (THE JUNCTION IS 43.0 MI (69.2
 DR9724'KM) EAST OF THIEF RIVER FALLS), AT TRUNK HIGHWAY 1 MILE POINT 80.0.
 DR9724'
 DR9724'IT IS 23.8 FT (7.3 M) NORTH OF TRUNK HIGHWAY 1, 49.5 FT (15.1 M) NORTH
 DR9724'OF MILEPOST 80 AND 6.1 FT (1.9 M) SOUTH OF A WITNESS POST.
 DR9724'
 DR9724'NOTE-THE STATION STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER
 DR9724'ALUMINUM ROD DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION
 DR9724'REMOVABLE DISK SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY
 DR9724'A SIX-INCH PVC PIPE BACK FILLED WITH WASHED SAND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DR9723 ***********************************************************************
 DR9723  DESIGNATION -  0401 K RESET
 DR9723  PID         -  DR9723
 DR9723  STATE/COUNTY-  MN/BELTRAMI
 DR9723  COUNTRY     -  US
 DR9723  USGS QUAD   -  CAHILL LAKE (2019)
 DR9723
 DR9723                         *CURRENT SURVEY CONTROL
 DR9723  ______________________________________________________________________
 DR9723* NAD 83(1986) POSITION- 48 07 19.40   (N) 095 25 40.46   (W)   HD_HELD1
 DR9723* NAVD 88 ORTHO HEIGHT -   364.427 (meters)     1195.62  (feet) ADJUSTED
 DR9723  ______________________________________________________________________
 DR9723  GEOID HEIGHT    -        -27.678 (meters)                     GEOID18
 DR9723  DYNAMIC HEIGHT  -        364.498 (meters)     1195.86  (feet) COMP
 DR9723  MODELED GRAVITY -    980,793.2   (mgal)                       NAVD 88
 DR9723
 DR9723  VERT ORDER      -  SECOND    CLASS I
 DR9723
 DR9723.The horizontal coordinates were determined by differentially corrected
 DR9723.hand held GPS observations or other comparable positioning techniques
 DR9723.and have an estimated accuracy of +/- 3 meters.
 DR9723
 DR9723.The orthometric height was determined by differential leveling and
 DR9723.adjusted by the NATIONAL GEODETIC SURVEY
 DR9723.in February 2025.
 DR9723
 DR9723.Significant digits in the geoid height do not necessarily reflect accuracy.
 DR9723.GEOID18 height accuracy estimate available here.
 DR9723
 DR9723.Click photographs - Photos may exist for this station.
 DR9723
 DR9723.The dynamic height is computed by dividing the NAVD 88
 DR9723.geopotential number by the normal gravity value computed on the
 DR9723.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DR9723.degrees latitude (g = 980.6199 gals.).
 DR9723
 DR9723.The modeled gravity was interpolated from observed gravity values.
 DR9723
 DR9723;                    North         East    Units  Estimated Accuracy
 DR9723;SPC MN N     -   282,940.3     626,730.3     MT  (+/- 3 meters HH1 GPS) 
 DR9723
 DR9723_U.S. NATIONAL GRID SPATIAL ADDRESS: 15UUP1932232717(NAD 83)
 DR9723
 DR9723                          SUPERSEDED SURVEY CONTROL
 DR9723
 DR9723.No superseded survey control is available for this station.
 DR9723
 DR9723_MARKER: I = METAL ROD
 DR9723_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DR9723_STAMPING: 0401 K RESET 2019
 DR9723_MARK LOGO: MNDT
 DR9723_PROJECTION: RECESSED 8 CENTIMETERS
 DR9723_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DR9723_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DR9723_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DR9723+SATELLITE: SATELLITE OBSERVATIONS - February 28, 2023
 DR9723_ROD/PIPE-DEPTH: 4.26 meters
 DR9723
 DR9723  HISTORY     - Date     Condition        Report By
 DR9723  HISTORY     - 20190910 MONUMENTED       MNDT
 DR9723  HISTORY     - 20230228 GOOD             MNDT
 DR9723
 DR9723                          STATION DESCRIPTION
 DR9723
 DR9723'DESCRIBED BY MN DEPT OF TRANSP 2023 (KMS)
 DR9723'THE MARK IS LOCATED ABOUT 11.2 MI (18.0 KM) SOUTHWEST OF THORHULT,
 DR9723'11.1 MI (17.9 KM) SOUTH OF CARMEL AND 8.1 MI (13.0 KM) SOUTH OF JELLE.
 DR9723'THE MARK WAS LOCATED ABOUT 34.65 MI (55.75 KM) EAST OF THIEF RIVER
 DR9723'FALLS, 8.35 MI (13.44 KM) WEST ALONG TRUNK HIGHWAY 1 FROM THE JUNCTION
 DR9723'OF TRUNK HIGHWAY 1 AND TRUNK HIGHWAY 89 (THE JUNCTION IS 43.0 MI (69.2
 DR9723'KM) EAST OF THIEF RIVER FALLS), AT TRUNK HIGHWAY 1 MILE POINT 81.0.
 DR9723'
 DR9723'IT IS 27.6 FT (8.4 M) NORTH OF TRUNK HIGHWAY 1, 54.9 FT (16.7 M)
 DR9723'NORTH-NORTHWEST OF MILEPOST 81 AND 1.0 FT (0.3 M) SOUTH OF A WITNESS
 DR9723'POST.
 DR9723'
 DR9723'NOTE-THE STATION STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER
 DR9723'ALUMINUM ROD DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION
 DR9723'REMOVABLE DISK SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY
 DR9723'A SIX-INCH PVC PIPE BACK FILLED WITH WASHED SAND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DR9722 ***********************************************************************
 DR9722  DESIGNATION -  0401 L RESET
 DR9722  PID         -  DR9722
 DR9722  STATE/COUNTY-  MN/BELTRAMI
 DR9722  COUNTRY     -  US
 DR9722  USGS QUAD   -  CAHILL LAKE (2019)
 DR9722
 DR9722                         *CURRENT SURVEY CONTROL
 DR9722  ______________________________________________________________________
 DR9722* NAD 83(1986) POSITION- 48 07 19.27   (N) 095 24 22.78   (W)   HD_HELD1
 DR9722* NAVD 88 ORTHO HEIGHT -   364.982 (meters)     1197.45  (feet) ADJUSTED
 DR9722  ______________________________________________________________________
 DR9722  GEOID HEIGHT    -        -27.715 (meters)                     GEOID18
 DR9722  DYNAMIC HEIGHT  -        365.052 (meters)     1197.67  (feet) COMP
 DR9722  MODELED GRAVITY -    980,791.7   (mgal)                       NAVD 88
 DR9722
 DR9722  VERT ORDER      -  SECOND    CLASS I
 DR9722
 DR9722.The horizontal coordinates were determined by differentially corrected
 DR9722.hand held GPS observations or other comparable positioning techniques
 DR9722.and have an estimated accuracy of +/- 3 meters.
 DR9722
 DR9722.The orthometric height was determined by differential leveling and
 DR9722.adjusted by the NATIONAL GEODETIC SURVEY
 DR9722.in February 2025.
 DR9722
 DR9722.Significant digits in the geoid height do not necessarily reflect accuracy.
 DR9722.GEOID18 height accuracy estimate available here.
 DR9722
 DR9722.Click photographs - Photos may exist for this station.
 DR9722
 DR9722.The dynamic height is computed by dividing the NAVD 88
 DR9722.geopotential number by the normal gravity value computed on the
 DR9722.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DR9722.degrees latitude (g = 980.6199 gals.).
 DR9722
 DR9722.The modeled gravity was interpolated from observed gravity values.
 DR9722
 DR9722;                    North         East    Units  Estimated Accuracy
 DR9722;SPC MN N     -   282,888.1     628,335.7     MT  (+/- 3 meters HH1 GPS) 
 DR9722
 DR9722_U.S. NATIONAL GRID SPATIAL ADDRESS: 15UUP2092832662(NAD 83)
 DR9722
 DR9722                          SUPERSEDED SURVEY CONTROL
 DR9722
 DR9722.No superseded survey control is available for this station.
 DR9722
 DR9722_MARKER: I = METAL ROD
 DR9722_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DR9722_STAMPING: 0401 L RESET 2019
 DR9722_MARK LOGO: MNDT
 DR9722_PROJECTION: RECESSED 8 CENTIMETERS
 DR9722_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DR9722_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DR9722_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DR9722+SATELLITE: SATELLITE OBSERVATIONS - February 18, 2023
 DR9722_ROD/PIPE-DEPTH: 3.96 meters
 DR9722
 DR9722  HISTORY     - Date     Condition        Report By
 DR9722  HISTORY     - 20190910 MONUMENTED       MNDT
 DR9722  HISTORY     - 20230218 GOOD             MNDT
 DR9722
 DR9722                          STATION DESCRIPTION
 DR9722
 DR9722'DESCRIBED BY MN DEPT OF TRANSP 2023 (KMS)
 DR9722'THE MARK IS LOCATED ABOUT 11.2 MI (18.0 KM) SOUTH OF CARMEL, 10.5 MI
 DR9722'(16.9 KM) SOUTHWEST OF THORHULT AND 8.0 MI (12.9 KM) SOUTH OF JELLE.
 DR9722'
 DR9722'THE MARK WAS LOCATED ABOUT 35.65 MI (57.36 KM) EAST OF THIEF RIVER
 DR9722'FALLS, 7.35 MI (11.83 KM) WEST ALONG TRUNK HIGHWAY 1 FROM THE
 DR9722'NORTHWEST JUNCTION OF TRUNK HIGHWAY 1 AND TRUNK HIGHWAY 89 (THE
 DR9722'JUNCTION IS 43.0 MI (69.2 KM) EAST OF THIEF RIVER FALLS), AT TRUNK
 DR9722'HIGHWAY 1 MILE POINT 82.0.
 DR9722'
 DR9722'IT IS 24.9 FT (7.6 M) NORTH OF TRUNK HIGHWAY 1, 52.2 FT (15.9 M) NORTH
 DR9722'OF MILEPOST 82 AND 1.6 FT (0.5 M) SOUTH OF A WITNESS POST.
 DR9722'
 DR9722'NOTE-THE STATION STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER
 DR9722'ALUMINUM ROD DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION
 DR9722'REMOVABLE DISK SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY
 DR9722'A SIX-INCH PVC PIPE BACK FILLED WITH WASHED SAND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DR9720 ***********************************************************************
 DR9720  DESIGNATION -  0401 M RESET
 DR9720  PID         -  DR9720
 DR9720  STATE/COUNTY-  MN/BELTRAMI
 DR9720  COUNTRY     -  US
 DR9720  USGS QUAD   -  CAHILL LAKE (2019)
 DR9720
 DR9720                         *CURRENT SURVEY CONTROL
 DR9720  ______________________________________________________________________
 DR9720* NAD 83(1986) POSITION- 48 07 19.23   (N) 095 23 04.18   (W)   HD_HELD1
 DR9720* NAVD 88 ORTHO HEIGHT -   366.297 (meters)     1201.76  (feet) ADJUSTED
 DR9720  ______________________________________________________________________
 DR9720  GEOID HEIGHT    -        -27.753 (meters)                     GEOID18
 DR9720  DYNAMIC HEIGHT  -        366.367 (meters)     1201.99  (feet) COMP
 DR9720  MODELED GRAVITY -    980,790.1   (mgal)                       NAVD 88
 DR9720
 DR9720  VERT ORDER      -  SECOND    CLASS I
 DR9720
 DR9720.The horizontal coordinates were determined by differentially corrected
 DR9720.hand held GPS observations or other comparable positioning techniques
 DR9720.and have an estimated accuracy of +/- 3 meters.
 DR9720
 DR9720.The orthometric height was determined by differential leveling and
 DR9720.adjusted by the NATIONAL GEODETIC SURVEY
 DR9720.in February 2025.
 DR9720
 DR9720.Significant digits in the geoid height do not necessarily reflect accuracy.
 DR9720.GEOID18 height accuracy estimate available here.
 DR9720
 DR9720.Click photographs - Photos may exist for this station.
 DR9720
 DR9720.The dynamic height is computed by dividing the NAVD 88
 DR9720.geopotential number by the normal gravity value computed on the
 DR9720.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DR9720.degrees latitude (g = 980.6199 gals.).
 DR9720
 DR9720.The modeled gravity was interpolated from observed gravity values.
 DR9720
 DR9720;                    North         East    Units  Estimated Accuracy
 DR9720;SPC MN N     -   282,838.6     629,960.3     MT  (+/- 3 meters HH1 GPS) 
 DR9720
 DR9720_U.S. NATIONAL GRID SPATIAL ADDRESS: 15UUP2255232611(NAD 83)
 DR9720
 DR9720                          SUPERSEDED SURVEY CONTROL
 DR9720
 DR9720.No superseded survey control is available for this station.
 DR9720
 DR9720_MARKER: I = METAL ROD
 DR9720_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DR9720_STAMPING: 0401 M RESET 2019
 DR9720_MARK LOGO: MNDT
 DR9720_PROJECTION: RECESSED 8 CENTIMETERS
 DR9720_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DR9720_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DR9720_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DR9720+SATELLITE: SATELLITE OBSERVATIONS - February 20, 2023
 DR9720_ROD/PIPE-DEPTH: 4.57 meters
 DR9720
 DR9720  HISTORY     - Date     Condition        Report By
 DR9720  HISTORY     - 20190910 MONUMENTED       MNDT
 DR9720  HISTORY     - 20230220 GOOD             MNDT
 DR9720
 DR9720                          STATION DESCRIPTION
 DR9720
 DR9720'DESCRIBED BY MN DEPT OF TRANSP 2023 (KMS)
 DR9720'THE MARK IS LOCATED ABOUT 11.2 MI (18.0 KM) SOUTH-SOUTHWEST OF FOUR
 DR9720'TOWN, 9.8 MI (15.8 KM) SOUTHWEST OF THORHULT AND 8.0 MI (12.9 KM)
 DR9720'SOUTH OF JELLE.
 DR9720'
 DR9720'THE MARK WAS LOCATED ABOUT 36.65 MI (58.97 KM) EAST OF THIEF RIVER
 DR9720'FALLS, 6.35 MI (10.22 KM) WEST ALONG TRUNK HIGHWAY 1 FROM THE JUNCTION
 DR9720'OF TRUNK HIGHWAY 1 AND TRUNK HIGHWAY 89 (THE JUNCTION IS 43.0 MI (69.2
 DR9720'KM) EAST OF THIEF RIVER FALLS), AT TRUNK HIGHWAY 1 MILE POINT 83.0.
 DR9720'
 DR9720'IT IS 33.9 FT (10.3 M) NORTH OF TRUNK HIGHWAY 1, 68.8 FT (21.0 M)
 DR9720'NORTHEAST OF MILEPOST 83, 12.5 FT (3.8 M) EAST OF AN ENTRANCE AND 2.0
 DR9720'FT (0.6 M) SOUTH OF A WITNESS POST.
 DR9720'
 DR9720'NOTE-THE STATION STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER
 DR9720'ALUMINUM ROD DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION
 DR9720'REMOVABLE DISK SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY
 DR9720'A SIX-INCH PVC PIPE BACK FILLED WITH WASHED SAND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DR9719 ***********************************************************************
 DR9719  DESIGNATION -  0401 N RESET
 DR9719  PID         -  DR9719
 DR9719  STATE/COUNTY-  MN/BELTRAMI
 DR9719  COUNTRY     -  US
 DR9719  USGS QUAD   -  GIMIWAN LAKE (2019)
 DR9719
 DR9719                         *CURRENT SURVEY CONTROL
 DR9719  ______________________________________________________________________
 DR9719* NAD 83(1986) POSITION- 48 07 18.73   (N) 095 21 47.30   (W)   HD_HELD1
 DR9719* NAVD 88 ORTHO HEIGHT -   366.014 (meters)     1200.83  (feet) ADJUSTED
 DR9719  ______________________________________________________________________
 DR9719  GEOID HEIGHT    -        -27.791 (meters)                     GEOID18
 DR9719  DYNAMIC HEIGHT  -        366.083 (meters)     1201.06  (feet) COMP
 DR9719  MODELED GRAVITY -    980,788.5   (mgal)                       NAVD 88
 DR9719
 DR9719  VERT ORDER      -  SECOND    CLASS I
 DR9719
 DR9719.The horizontal coordinates were determined by differentially corrected
 DR9719.hand held GPS observations or other comparable positioning techniques
 DR9719.and have an estimated accuracy of +/- 3 meters.
 DR9719
 DR9719.The orthometric height was determined by differential leveling and
 DR9719.adjusted by the NATIONAL GEODETIC SURVEY
 DR9719.in February 2025.
 DR9719
 DR9719.Significant digits in the geoid height do not necessarily reflect accuracy.
 DR9719.GEOID18 height accuracy estimate available here.
 DR9719
 DR9719.Click photographs - Photos may exist for this station.
 DR9719
 DR9719.The dynamic height is computed by dividing the NAVD 88
 DR9719.geopotential number by the normal gravity value computed on the
 DR9719.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DR9719.degrees latitude (g = 980.6199 gals.).
 DR9719
 DR9719.The modeled gravity was interpolated from observed gravity values.
 DR9719
 DR9719;                    North         East    Units  Estimated Accuracy
 DR9719;SPC MN N     -   282,776.4     631,548.9     MT  (+/- 3 meters HH1 GPS) 
 DR9719
 DR9719_U.S. NATIONAL GRID SPATIAL ADDRESS: 15UUP2414132546(NAD 83)
 DR9719
 DR9719                          SUPERSEDED SURVEY CONTROL
 DR9719
 DR9719.No superseded survey control is available for this station.
 DR9719
 DR9719_MARKER: I = METAL ROD
 DR9719_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DR9719_STAMPING: 0401 N RESET 2019
 DR9719_MARK LOGO: MNDT
 DR9719_PROJECTION: RECESSED 10 CENTIMETERS
 DR9719_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DR9719_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DR9719_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DR9719+SATELLITE: SATELLITE OBSERVATIONS - February 18, 2023
 DR9719_ROD/PIPE-DEPTH: 3.35 meters
 DR9719
 DR9719  HISTORY     - Date     Condition        Report By
 DR9719  HISTORY     - 20190910 MONUMENTED       MNDT
 DR9719  HISTORY     - 20230218 GOOD             MNDT
 DR9719
 DR9719                          STATION DESCRIPTION
 DR9719
 DR9719'DESCRIBED BY MN DEPT OF TRANSP 2023 (KMS)
 DR9719'THE MARK IS LOCATED ABOUT 11.1 MI (17.9 KM) SOUTH OF FOUR TOWN, 9.2 MI
 DR9719'(14.8 KM) SOUTHWEST OF THORHULT AND 8.2 MI (13.2 KM) SOUTH-SOUTHEAST
 DR9719'OF JELLE.
 DR9719'
 DR9719'THE MARK WAS LOCATED ABOUT 37.65 MI (60.58 KM) EAST OF THIEF RIVER
 DR9719'FALLS, 5.35 MI (8.61 KM) WEST ALONG TRUNK HIGHWAY 1 FROM THE JUNCTION
 DR9719'OF TRUNK HIGHWAY 1 AND TRUNK HIGHWAY 89 (THE JUNCTION IS 43.0 MI (69.2
 DR9719'KM) EAST OF THIEF RIVER FALLS), AT TRUNK HIGHWAY 1 MILE POINT 84.0.
 DR9719'
 DR9719'IT IS 28.8 FT (8.8 M) NORTH OF TRUNK HIGHWAY 1, 56.5 FT (17.2 M) NORTH
 DR9719'OF TRUNK HIGHWAY 1 MILEPOST 84 AND 6.2 FT (1.9 M) SOUTH OF A WITNESS
 DR9719'POST.
 DR9719'
 DR9719'NOTE-THE STATION STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER
 DR9719'ALUMINUM ROD DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION
 DR9719'REMOVABLE DISK SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY
 DR9719'A SIX-INCH PVC PIPE BACK FILLED WITH WASHED SAND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DO7558 ***********************************************************************
 DO7558  DESIGNATION -  0401 P RESET
 DO7558  PID         -  DO7558
 DO7558  STATE/COUNTY-  MN/BELTRAMI
 DO7558  COUNTRY     -  US
 DO7558  USGS QUAD   -  GIMIWAN LAKE (2019)
 DO7558
 DO7558                         *CURRENT SURVEY CONTROL
 DO7558  ______________________________________________________________________
 DO7558* NAD 83(1986) POSITION- 48 07 18.23   (N) 095 20 29.51   (W)   HD_HELD1
 DO7558* NAVD 88 ORTHO HEIGHT -   367.768 (meters)     1206.59  (feet) ADJUSTED
 DO7558  ______________________________________________________________________
 DO7558  GEOID HEIGHT    -        -27.829 (meters)                     GEOID18
 DO7558  DYNAMIC HEIGHT  -        367.837 (meters)     1206.81  (feet) COMP
 DO7558  MODELED GRAVITY -    980,786.8   (mgal)                       NAVD 88
 DO7558
 DO7558  VERT ORDER      -  SECOND    CLASS I
 DO7558
 DO7558.The horizontal coordinates were determined by differentially corrected
 DO7558.hand held GPS observations or other comparable positioning techniques
 DO7558.and have an estimated accuracy of +/- 3 meters.
 DO7558
 DO7558.The orthometric height was determined by differential leveling and
 DO7558.adjusted by the NATIONAL GEODETIC SURVEY
 DO7558.in August 2019.
 DO7558
 DO7558.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO7558.GEOID18 height accuracy estimate available here.
 DO7558
 DO7558.Click photographs - Photos may exist for this station.
 DO7558
 DO7558.The dynamic height is computed by dividing the NAVD 88
 DO7558.geopotential number by the normal gravity value computed on the
 DO7558.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO7558.degrees latitude (g = 980.6199 gals.).
 DO7558
 DO7558.The modeled gravity was interpolated from observed gravity values.
 DO7558
 DO7558;                    North         East    Units  Estimated Accuracy
 DO7558;SPC MN N     -   282,714.1     633,156.4     MT  (+/- 3 meters HH1 GPS) 
 DO7558
 DO7558_U.S. NATIONAL GRID SPATIAL ADDRESS: 15UUP2574832482(NAD 83)
 DO7558
 DO7558                          SUPERSEDED SURVEY CONTROL
 DO7558
 DO7558.No superseded survey control is available for this station.
 DO7558
 DO7558_MARKER: I = METAL ROD
 DO7558_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DO7558_STAMPING: 0401 P RESET 2001 2008
 DO7558_MARK LOGO: MNDT
 DO7558_PROJECTION: FLUSH
 DO7558_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DO7558_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DO7558_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DO7558+SATELLITE: SATELLITE OBSERVATIONS - February 20, 2023
 DO7558_ROD/PIPE-DEPTH: 3.0 meters
 DO7558
 DO7558  HISTORY     - Date     Condition        Report By
 DO7558  HISTORY     - 20080901 MONUMENTED       MNDT
 DO7558  HISTORY     - 20200204 GOOD             MNDT
 DO7558  HISTORY     - 20230220 GOOD             MNDT
 DO7558
 DO7558                          STATION DESCRIPTION
 DO7558
 DO7558'DESCRIBED BY MN DEPT OF TRANSP 2008 (KMS)
 DO7558'THE MARK IS 8.0 MI (12.9 KM) SOUTHWEST OF THORHULT, 4.35 MI (7.0 KM)
 DO7558'WEST ALONG TRUNK HIGHWAY 1 FROM THE JUNCTION OF TRUNK HIGHWAY 1 AND
 DO7558'TRUNK HIGHWAY 89 AT TRUNK HIGHWAY 1 MILE POINT 85.0, 25.7 FT (7.8 M)
 DO7558'NORTH OF TRUNK HIGHWAY 1, 52.7 FT (16.1 M) NORTH OF MILEPOST 85, 2.0
 DO7558'FT (0.6 M) SOUTH OF A WITNESS POST.
 DO7558
 DO7558                          STATION RECOVERY (2020)
 DO7558
 DO7558'RECOVERY NOTE BY MN DEPT OF TRANSP 2020 (KMS)
 DO7558'38.95 MI (62.67 KM) EAST OF THIEF RIVER FALLS, 38.85 MI (62.51 KM)
 DO7558'EAST ALONG TRUNK HIGHWAY 1 FROM THE JUNCTION OF TRUNK HIGHWAY 1 AND
 DO7558'TRUNK HIGHWAY 32 IN THIEF RIVER FALLS, AT TRUNK HIGHWAY 1 MILE POINT
 DO7558'85.0, 25.7 FT (7.8 M) NORTH OF TRUNK HIGHWAY 1, 61.2 FT (18.7 M)
 DO7558'NORTHWEST OF MILEPOST 85, 12.8 FT (3.9 M) SOUTH OF A WITNESS POST.
 DO7558
 DO7558                          STATION RECOVERY (2023)
 DO7558
 DO7558'RECOVERY NOTE BY MN DEPT OF TRANSP 2023 (KMS)
 DO7558'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DR9718 ***********************************************************************
 DR9718  DESIGNATION -  0401 Q RESET
 DR9718  PID         -  DR9718
 DR9718  STATE/COUNTY-  MN/BELTRAMI
 DR9718  COUNTRY     -  US
 DR9718  USGS QUAD   -  GIMIWAN LAKE (2019)
 DR9718
 DR9718                         *CURRENT SURVEY CONTROL
 DR9718  ______________________________________________________________________
 DR9718* NAD 83(1986) POSITION- 48 07 18.21   (N) 095 19 11.29   (W)   HD_HELD1
 DR9718* NAVD 88 ORTHO HEIGHT -   368.153 (meters)     1207.85  (feet) ADJUSTED
 DR9718  ______________________________________________________________________
 DR9718  GEOID HEIGHT    -        -27.867 (meters)                     GEOID18
 DR9718  DYNAMIC HEIGHT  -        368.221 (meters)     1208.07  (feet) COMP
 DR9718  MODELED GRAVITY -    980,785.1   (mgal)                       NAVD 88
 DR9718
 DR9718  VERT ORDER      -  SECOND    CLASS I
 DR9718
 DR9718.The horizontal coordinates were determined by differentially corrected
 DR9718.hand held GPS observations or other comparable positioning techniques
 DR9718.and have an estimated accuracy of +/- 3 meters.
 DR9718
 DR9718.The orthometric height was determined by differential leveling and
 DR9718.adjusted by the NATIONAL GEODETIC SURVEY
 DR9718.in February 2025.
 DR9718
 DR9718.Significant digits in the geoid height do not necessarily reflect accuracy.
 DR9718.GEOID18 height accuracy estimate available here.
 DR9718
 DR9718.Click photographs - Photos may exist for this station.
 DR9718
 DR9718.The dynamic height is computed by dividing the NAVD 88
 DR9718.geopotential number by the normal gravity value computed on the
 DR9718.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DR9718.degrees latitude (g = 980.6199 gals.).
 DR9718
 DR9718.The modeled gravity was interpolated from observed gravity values.
 DR9718
 DR9718;                    North         East    Units  Estimated Accuracy
 DR9718;SPC MN N     -   282,666.8     634,773.2     MT  (+/- 3 meters HH1 GPS) 
 DR9718
 DR9718_U.S. NATIONAL GRID SPATIAL ADDRESS: 15UUP2736532432(NAD 83)
 DR9718
 DR9718                          SUPERSEDED SURVEY CONTROL
 DR9718
 DR9718.No superseded survey control is available for this station.
 DR9718
 DR9718_MARKER: I = METAL ROD
 DR9718_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DR9718_STAMPING: 0401 Q RESET 2019
 DR9718_MARK LOGO: MNDT
 DR9718_PROJECTION: RECESSED 5 CENTIMETERS
 DR9718_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DR9718_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DR9718_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DR9718+SATELLITE: SATELLITE OBSERVATIONS - February 19, 2023
 DR9718_ROD/PIPE-DEPTH: 4.26 meters
 DR9718
 DR9718  HISTORY     - Date     Condition        Report By
 DR9718  HISTORY     - 20190910 MONUMENTED       MNDT
 DR9718  HISTORY     - 20230219 GOOD             MNDT
 DR9718
 DR9718                          STATION DESCRIPTION
 DR9718
 DR9718'DESCRIBED BY MN DEPT OF TRANSP 2023 (KMS)
 DR9718'THE MARK IS LOCATED ABOUT 11.0 MI (17.7 KM) SOUTH OF FOUR TOWN, 8.9 MI
 DR9718'(14.3 KM) SOUTH-SOUTHEAST OF JELLE AND 8.2 MI (13.2 KM)
 DR9718'SOUTH-SOUTHWEST OF THORHULT.
 DR9718'
 DR9718'THE MARK WAS LOCATED ABOUT 39.65 MI (63.80 KM) EAST OF THIEF RIVER
 DR9718'FALLS, 3.35 MI (5.39 KM) WEST ALONG TRUNK HIGHWAY 1 FROM THE JUNCTION
 DR9718'OF TRUNK HIGHWAY 1 AND TRUNK HIGHWAY 89 (THE JUNCTION IS 43.0 MI (69.2
 DR9718'KM) EAST OF THIEF RIVER FALLS), AT TRUNK HIGHWAY 1 MILE POINT 86.0.
 DR9718'
 DR9718'IT IS 26.2 FT (8.0 M) NORTH OF TRUNK HIGHWAY 1, 51.8 FT (15.8 M)
 DR9718'NORTH-NORTHWEST OF MILEPOST 86 AND 1.1 FT (0.3 M) SOUTH OF A WITNESS
 DR9718'POST.
 DR9718'
 DR9718'NOTE-THE STATION STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER
 DR9718'ALUMINUM ROD DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION
 DR9718'REMOVABLE DISK SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY
 DR9718'A SIX-INCH PVC PIPE BACK FILLED WITH WASHED SAND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DR9716 ***********************************************************************
 DR9716  DESIGNATION -  0401 R RESET
 DR9716  PID         -  DR9716
 DR9716  STATE/COUNTY-  MN/BELTRAMI
 DR9716  COUNTRY     -  US
 DR9716  USGS QUAD   -  GIMIWAN LAKE (2019)
 DR9716
 DR9716                         *CURRENT SURVEY CONTROL
 DR9716  ______________________________________________________________________
 DR9716* NAD 83(1986) POSITION- 48 07 18.02   (N) 095 17 54.77   (W)   HD_HELD1
 DR9716* NAVD 88 ORTHO HEIGHT -   368.970 (meters)     1210.53  (feet) ADJUSTED
 DR9716  ______________________________________________________________________
 DR9716  GEOID HEIGHT    -        -27.904 (meters)                     GEOID18
 DR9716  DYNAMIC HEIGHT  -        369.037 (meters)     1210.75  (feet) COMP
 DR9716  MODELED GRAVITY -    980,783.6   (mgal)                       NAVD 88
 DR9716
 DR9716  VERT ORDER      -  SECOND    CLASS I
 DR9716
 DR9716.The horizontal coordinates were determined by differentially corrected
 DR9716.hand held GPS observations or other comparable positioning techniques
 DR9716.and have an estimated accuracy of +/- 3 meters.
 DR9716
 DR9716.The orthometric height was determined by differential leveling and
 DR9716.adjusted by the NATIONAL GEODETIC SURVEY
 DR9716.in February 2025.
 DR9716
 DR9716.Significant digits in the geoid height do not necessarily reflect accuracy.
 DR9716.GEOID18 height accuracy estimate available here.
 DR9716
 DR9716.Click photographs - Photos may exist for this station.
 DR9716
 DR9716.The dynamic height is computed by dividing the NAVD 88
 DR9716.geopotential number by the normal gravity value computed on the
 DR9716.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DR9716.degrees latitude (g = 980.6199 gals.).
 DR9716
 DR9716.The modeled gravity was interpolated from observed gravity values.
 DR9716
 DR9716;                    North         East    Units  Estimated Accuracy
 DR9716;SPC MN N     -   282,615.8     636,354.7     MT  (+/- 3 meters HH1 GPS) 
 DR9716
 DR9716_U.S. NATIONAL GRID SPATIAL ADDRESS: 15UUP2894732379(NAD 83)
 DR9716
 DR9716                          SUPERSEDED SURVEY CONTROL
 DR9716
 DR9716.No superseded survey control is available for this station.
 DR9716
 DR9716_MARKER: I = METAL ROD
 DR9716_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DR9716_STAMPING: 0401 R RESET 2019
 DR9716_MARK LOGO: MNDT
 DR9716_PROJECTION: RECESSED 20 CENTIMETERS
 DR9716_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DR9716_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DR9716_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DR9716+SATELLITE: SATELLITE OBSERVATIONS - February 18, 2023
 DR9716_ROD/PIPE-DEPTH: 4.57 meters
 DR9716
 DR9716  HISTORY     - Date     Condition        Report By
 DR9716  HISTORY     - 20190910 MONUMENTED       MNDT
 DR9716  HISTORY     - 20230218 GOOD             MNDT
 DR9716
 DR9716                          STATION DESCRIPTION
 DR9716
 DR9716'DESCRIBED BY MN DEPT OF TRANSP 2023 (KMS)
 DR9716'THE MARK IS LOCATED ABOUT 11.1 MI (17.9 KM) SOUTH OF FOUR TOWN, 9.3 MI
 DR9716'(15.0 KM) SOUTH-SOUTHEAST OF JELLE AND 7.9 MI (12.7 KM)
 DR9716'SOUTH-SOUTHWEST OF THORHULT.
 DR9716'
 DR9716'THE MARK WAS LOCATED ABOUT 40.05 MI (64.44 KM) EAST OF THIEF RIVER
 DR9716'FALLS, 2.35 MI (3.78 KM) WEST ALONG TRUNK HIGHWAY 1 FROM THE JUNCTION
 DR9716'OF TRUNK HIGHWAY 1 AND TRUNK HIGHWAY 89 (THE JUNCTION IS 43.0 MI (69.2
 DR9716'KM) EAST OF THIEF RIVER FALLS), AT TRUNK HIGHWAY 1 MILE POINT 87.0.
 DR9716'
 DR9716'IT IS 26.3 FT (8.0 M) NORTH OF TRUNK HIGHWAY 1, 99.2 FT (30.2 M) WEST
 DR9716'OF MILEPOST 87 AND 12.3 FT (3.7 M) SOUTH OF A WITNESS POST.
 DR9716'
 DR9716'NOTE-THE STATION STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER
 DR9716'ALUMINUM ROD DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION
 DR9716'REMOVABLE DISK SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY
 DR9716'A SIX-INCH PVC PIPE BACK FILLED WITH WASHED SAND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DO7559 ***********************************************************************
 DO7559  DESIGNATION -  0401 S RESET
 DO7559  PID         -  DO7559
 DO7559  STATE/COUNTY-  MN/BELTRAMI
 DO7559  COUNTRY     -  US
 DO7559  USGS QUAD   -  GIMIWAN LAKE (2019)
 DO7559
 DO7559                         *CURRENT SURVEY CONTROL
 DO7559  ______________________________________________________________________
 DO7559* NAD 83(2011) POSITION- 48 07 17.69440(N) 095 16 31.67865(W)   ADJUSTED
 DO7559* NAD 83(2011) ELLIP HT-   343.688 (meters)        (01/03/23)   ADJUSTED
 DO7559* NAD 83(2011) EPOCH   -  2010.00
 DO7559* NAVD 88 ORTHO HEIGHT -   371.615 (meters)     1219.21  (feet) ADJUSTED
 DO7559  ______________________________________________________________________
 DO7559  GEOID HEIGHT    -        -27.943 (meters)                     GEOID18
 DO7559  NAD 83(2011) X  -   -392,224.018 (meters)                     COMP
 DO7559  NAD 83(2011) Y  - -4,247,821.537 (meters)                     COMP
 DO7559  NAD 83(2011) Z  -  4,726,167.445 (meters)                     COMP
 DO7559  LAPLACE CORR    -         -4.99  (seconds)                    DEFLEC18
 DO7559  DYNAMIC HEIGHT  -        371.682 (meters)     1219.43  (feet) COMP
 DO7559  MODELED GRAVITY -    980,781.9   (mgal)                       NAVD 88
 DO7559
 DO7559  VERT ORDER      -  SECOND    CLASS I
 DO7559
 DO7559  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DO7559  Standards:
 DO7559         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DO7559            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DO7559  -------------------------------------------------------------------
 DO7559  NETWORK    0.93   1.71           0.43   0.31   0.87     -0.15230405
 DO7559  -------------------------------------------------------------------
 DO7559  Click here for local accuracies and other accuracy information.
 DO7559
 DO7559.The horizontal coordinates were established by GPS observations
 DO7559.and adjusted by the MN DEPT OF TRANSP in January 2023.
 DO7559
 DO7559.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DO7559.been affixed to the stable North American tectonic plate. See 
 DO7559.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DO7559
 DO7559.The horizontal coordinates are valid at the epoch date displayed above
 DO7559.which is a decimal equivalence of Year/Month/Day.
 DO7559
 DO7559.The orthometric height was determined by differential leveling and
 DO7559.adjusted by the NATIONAL GEODETIC SURVEY
 DO7559.in August 2019.
 DO7559
 DO7559.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO7559.GEOID18 height accuracy estimate available here.
 DO7559
 DO7559.Click photographs - Photos may exist for this station.
 DO7559
 DO7559.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DO7559
 DO7559.The Laplace correction was computed from DEFLEC18 derived deflections.
 DO7559
 DO7559.The ellipsoidal height was determined by GPS observations
 DO7559.and is referenced to NAD 83.
 DO7559
 DO7559.The dynamic height is computed by dividing the NAVD 88
 DO7559.geopotential number by the normal gravity value computed on the
 DO7559.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO7559.degrees latitude (g = 980.6199 gals.).
 DO7559
 DO7559.The modeled gravity was interpolated from observed gravity values.
 DO7559
 DO7559. The following values were computed from the NAD 83(2011) position.
 DO7559
 DO7559;                    North         East     Units Scale Factor Converg.
 DO7559;SPC MN N     -   282,557.109   638,071.978   MT  0.99991527   -1 36 45.0
 DO7559;SPC MN N     -   927,022.78  2,093,407.81   sFT  0.99991527   -1 36 45.0
 DO7559;UTM  15      - 5,332,317.917   330,664.449   MT  0.99995234   -1 41 40.7
 DO7559
 DO7559!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DO7559!SPC MN N     -   0.99994614  x   0.99991527  =   0.99986141
 DO7559!UTM  15      -   0.99994614  x   0.99995234  =   0.99989848
 DO7559
 DO7559_U.S. NATIONAL GRID SPATIAL ADDRESS: 15UUP3066432317(NAD 83)
 DO7559
 DO7559                          SUPERSEDED SURVEY CONTROL
 DO7559
 DO7559.No superseded survey control is available for this station.
 DO7559
 DO7559_MARKER: I = METAL ROD
 DO7559_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DO7559_STAMPING: 0401 S RESET 2001 2008
 DO7559_MARK LOGO: MNDT
 DO7559_PROJECTION: FLUSH
 DO7559_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DO7559_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DO7559_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DO7559+SATELLITE: SATELLITE OBSERVATIONS - February 17, 2023
 DO7559_ROD/PIPE-DEPTH: 6.1 meters
 DO7559
 DO7559  HISTORY     - Date     Condition        Report By
 DO7559  HISTORY     - 20080922 MONUMENTED       MNDT
 DO7559  HISTORY     - 20180920 GOOD             MNDT
 DO7559  HISTORY     - 20200204 GOOD             MNDT
 DO7559  HISTORY     - 20220816 GOOD             MNDT
 DO7559  HISTORY     - 20230217 GOOD             MNDT
 DO7559
 DO7559                          STATION DESCRIPTION
 DO7559
 DO7559'DESCRIBED BY MN DEPT OF TRANSP 2008 (KMS)
 DO7559'THE MARK IS 7.0 MI (11.3 KM) SOUTH OF THORHULT, 1.3 MI (2.1 KM) WEST
 DO7559'ALONG TRUNK HIGHWAY 1 FROM THE JUNCTION OF TRUNK HIGHWAY 1 AND TRUNK
 DO7559'HIGHWAY 89 AT TRUNK HIGHWAY 1 MILE POINT 88.05, 25.8 FT (7.9 M) NORTH
 DO7559'OF TRUNK HIGHWAY 1, 245.5 FT (74.8 M) EAST-NORTHEAST OF TRUNK HIGHWAY
 DO7559'1 MILEPOST 88, 1.1 FT (0.3 M) SOUTH OF A WITNESS POST.
 DO7559
 DO7559                          STATION RECOVERY (2018)
 DO7559
 DO7559'RECOVERY NOTE BY MN DEPT OF TRANSP 2018 (KMS)
 DO7559'RECOVERED IN GOOD CONDITION.
 DO7559
 DO7559                          STATION RECOVERY (2020)
 DO7559
 DO7559'RECOVERY NOTE BY MN DEPT OF TRANSP 2020 (KMS)
 DO7559'42.0 MI (67.6 KM) EAST OF THIEF RIVER FALLS, 41.9 MI (67.4 KM) EAST
 DO7559'ALONG TRUNK HIGHWAY 1 FROM THE NORTH JUNCTION OF TRUNK HIGHWAY 1 AND
 DO7559'TRUNK HIGHWAY 32 IN THIEF RIVER FALLS, AT TRUNK HIGHWAY 1 MILE POINT
 DO7559'88.05, 25.8 FT (7.9 M) NORTH OF TRUNK HIGHWAY 1, 245.5 FT (74.8 M)
 DO7559'EAST-NORTHEAST OF TRUNK HIGHWAY 1 MILEPOST 88, 1.1 FT (0.3 M) SOUTH OF
 DO7559'A WITNESS POST.
 DO7559
 DO7559                          STATION RECOVERY (2022)
 DO7559
 DO7559'RECOVERY NOTE BY MN DEPT OF TRANSP 2022 (JXP)
 DO7559'RECOVERED AS DESCRIBED.
 DO7559
 DO7559                          STATION RECOVERY (2023)
 DO7559
 DO7559'RECOVERY NOTE BY MN DEPT OF TRANSP 2023 (KMS)
 DO7559'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DR9727 ***********************************************************************
 DR9727  DESIGNATION -  0401 T
 DR9727  PID         -  DR9727
 DR9727  STATE/COUNTY-  MN/BELTRAMI
 DR9727  COUNTRY     -  US
 DR9727  USGS QUAD   -  GOOD LAKE (2019)
 DR9727
 DR9727                         *CURRENT SURVEY CONTROL
 DR9727  ______________________________________________________________________
 DR9727* NAD 83(1986) POSITION- 48 07 20.08   (N) 095 30 51.20   (W)   HD_HELD1
 DR9727* NAVD 88 ORTHO HEIGHT -   363.025 (meters)     1191.02  (feet) ADJUSTED
 DR9727  ______________________________________________________________________
 DR9727  GEOID HEIGHT    -        -27.533 (meters)                     GEOID18
 DR9727  DYNAMIC HEIGHT  -        363.097 (meters)     1191.26  (feet) COMP
 DR9727  MODELED GRAVITY -    980,799.6   (mgal)                       NAVD 88
 DR9727
 DR9727  VERT ORDER      -  SECOND    CLASS I
 DR9727
 DR9727.The horizontal coordinates were determined by differentially corrected
 DR9727.hand held GPS observations or other comparable positioning techniques
 DR9727.and have an estimated accuracy of +/- 3 meters.
 DR9727
 DR9727.The orthometric height was determined by differential leveling and
 DR9727.adjusted by the NATIONAL GEODETIC SURVEY
 DR9727.in February 2025.
 DR9727
 DR9727.Significant digits in the geoid height do not necessarily reflect accuracy.
 DR9727.GEOID18 height accuracy estimate available here.
 DR9727
 DR9727.Click photographs - Photos may exist for this station.
 DR9727
 DR9727.The dynamic height is computed by dividing the NAVD 88
 DR9727.geopotential number by the normal gravity value computed on the
 DR9727.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DR9727.degrees latitude (g = 980.6199 gals.).
 DR9727
 DR9727.The modeled gravity was interpolated from observed gravity values.
 DR9727
 DR9727;                    North         East    Units  Estimated Accuracy
 DR9727;SPC MN N     -   283,158.3     620,308.3     MT  (+/- 3 meters HH1 GPS) 
 DR9727
 DR9727_U.S. NATIONAL GRID SPATIAL ADDRESS: 15UUP1290032944(NAD 83)
 DR9727
 DR9727                          SUPERSEDED SURVEY CONTROL
 DR9727
 DR9727.No superseded survey control is available for this station.
 DR9727
 DR9727_MARKER: F = FLANGE-ENCASED ROD
 DR9727_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DR9727_STAMPING: 0401 T 2019
 DR9727_MARK LOGO: MNDT
 DR9727_PROJECTION: RECESSED 5 CENTIMETERS
 DR9727_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DR9727_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DR9727_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DR9727+SATELLITE: SATELLITE OBSERVATIONS - March 05, 2023
 DR9727_ROD/PIPE-DEPTH: 5.48 meters
 DR9727
 DR9727  HISTORY     - Date     Condition        Report By
 DR9727  HISTORY     - 20190918 MONUMENTED       MNDT
 DR9727  HISTORY     - 20230305 GOOD             MNDT
 DR9727
 DR9727                          STATION DESCRIPTION
 DR9727
 DR9727'DESCRIBED BY MN DEPT OF TRANSP 2023 (TJD)
 DR9727'THE MARK IS LOCATED ABOUT 13.2 MI (21.2 KM) SOUTH-SOUTHEAST OF GRYGLA,
 DR9727'11.5 MI (18.5 KM) SOUTH-SOUTHWEST OF CARMEL AND 9.6 MI (15.4 KM)
 DR9727'SOUTH-SOUTHWEST OF JELLE.
 DR9727'
 DR9727'THE MARK WAS LOCATED ABOUT 13.3 MI (21.4 KM) EAST-SOUTHEAST OF
 DR9727'GOODRIDGE, 13.55 MI (21.80 KM) EAST ALONG TRUNK HIGHWAY 1 FROM THE
 DR9727'JUNCTION OF TRUNK HIGHWAY 1 AND TRUNK HIGHWAY 219 (THE JUNCTION IN 1.5
 DR9727'MI (2.4 KM) SOUTH OF GOODRIDGE), AT TRUNK HIGHWAY 1 MILE POINT 77.0.
 DR9727'
 DR9727'IT IS 20.3 FT (6.2 M) NORTH OF TRUNK HIGHWAY 1, 41.9 FT (12.8 M)
 DR9727'NORTH-NORTHWEST OF MILEPOST 77 AND 8.3 FT (2.5 M) SOUTH OF A WITNESS
 DR9727'POST.
 DR9727'
 DR9727'NOTE-THE STATION STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER
 DR9727'ALUMINUM ROD DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION
 DR9727'REMOVABLE DISK SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY
 DR9727'A SIX-INCH PVC PIPE BACK FILLED WITH WASHED SAND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DS1510 ***********************************************************************
 DS1510  HT_MOD      -  This is a Height Modernization Survey Station.
 DS1510  DESIGNATION -  0402 A RESET
 DS1510  PID         -  DS1510
 DS1510  STATE/COUNTY-  MN/BELTRAMI
 DS1510  COUNTRY     -  US
 DS1510  USGS QUAD   -  GIMIWAN LAKE (2019)
 DS1510
 DS1510                         *CURRENT SURVEY CONTROL
 DS1510  ______________________________________________________________________
 DS1510* NAD 83(2011) POSITION- 48 01 20.69686(N) 095 16 51.49151(W)   ADJUSTED
 DS1510* NAD 83(2011) ELLIP HT-   344.189 (meters)        (05/14/24)   ADJUSTED
 DS1510* NAD 83(2011) EPOCH   -  2010.00
 DS1510* NAVD 88 ORTHO HEIGHT -   372.15  (meters)     1221.0   (feet) GPS OBS
 DS1510  ______________________________________________________________________
 DS1510  GEOID HEIGHT    -        -27.968 (meters)                     GEOID18
 DS1510  NAD 83(2011) X  -   -393,387.163 (meters)                     COMP
 DS1510  NAD 83(2011) Y  - -4,255,953.298 (meters)                     COMP
 DS1510  NAD 83(2011) Z  -  4,718,799.597 (meters)                     COMP
 DS1510  LAPLACE CORR    -         -4.28  (seconds)                    DEFLEC18
 DS1510
 DS1510  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DS1510  Standards:
 DS1510         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DS1510            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DS1510  -------------------------------------------------------------------
 DS1510  NETWORK    0.75   1.51           0.35   0.24   0.77     -0.02443342
 DS1510  -------------------------------------------------------------------
 DS1510  Click here for local accuracies and other accuracy information.
 DS1510
 DS1510.The horizontal coordinates were established by GPS observations
 DS1510.and adjusted by the MN DEPT OF TRANSP in May 2024.
 DS1510
 DS1510.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DS1510.been affixed to the stable North American tectonic plate. See 
 DS1510.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DS1510
 DS1510.The horizontal coordinates are valid at the epoch date displayed above
 DS1510.which is a decimal equivalence of Year/Month/Day.
 DS1510
 DS1510.The orthometric height was determined by GPS observations and a
 DS1510.high-resolution geoid model using precise GPS observation and
 DS1510.processing techniques.
 DS1510
 DS1510.Significant digits in the geoid height do not necessarily reflect accuracy.
 DS1510.GEOID18 height accuracy estimate available here.
 DS1510
 DS1510.Click photographs - Photos may exist for this station.
 DS1510
 DS1510.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DS1510
 DS1510.The Laplace correction was computed from DEFLEC18 derived deflections.
 DS1510
 DS1510.The ellipsoidal height was determined by GPS observations
 DS1510.and is referenced to NAD 83.
 DS1510
 DS1510. The following values were computed from the NAD 83(2011) position.
 DS1510
 DS1510;                    North         East     Units Scale Factor Converg.
 DS1510;SPC MN N     -   271,547.580   637,351.398   MT  0.99990813   -1 36 59.7
 DS1510;SPC MN N     -   890,902.35  2,091,043.71   sFT  0.99990813   -1 36 59.7
 DS1510;UTM  15      - 5,321,308.949   329,928.308   MT  0.99995542   -1 41 45.9
 DS1510
 DS1510!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DS1510!SPC MN N     -   0.99994606  x   0.99990813  =   0.99985419
 DS1510!UTM  15      -   0.99994606  x   0.99995542  =   0.99990148
 DS1510
 DS1510_U.S. NATIONAL GRID SPATIAL ADDRESS: 15UUP2992821308(NAD 83)
 DS1510
 DS1510                          SUPERSEDED SURVEY CONTROL
 DS1510
 DS1510.No superseded survey control is available for this station.
 DS1510
 DS1510_MARKER: I = METAL ROD
 DS1510_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DS1510_STAMPING: 0402 A RESET 2023
 DS1510_MARK LOGO: MNDT
 DS1510_PROJECTION: RECESSED 8 CENTIMETERS
 DS1510_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DS1510_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DS1510_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DS1510+SATELLITE: SATELLITE OBSERVATIONS - July 25, 2023
 DS1510_ROD/PIPE-DEPTH: 6.1 meters
 DS1510
 DS1510  HISTORY     - Date     Condition        Report By
 DS1510  HISTORY     - 20230725 MONUMENTED       MNDT
 DS1510
 DS1510                          STATION DESCRIPTION
 DS1510
 DS1510'DESCRIBED BY MN DEPT OF TRANSP 2023 (KMS)
 DS1510'THE MARK IS LOCATED ABOUT 15.9 MI (25.6 KM) SOUTH-SOUTHEAST OF JELLE,
 DS1510'15.9 MI (25.6 KM) NORTHWEST OF RED LAKE AND 14.4 MI (23.2 KM) SOUTH OF
 DS1510'THORHULT.
 DS1510'
 DS1510'THE MARK WAS LOCATED ABOUT 14.0 MI (22.5 KM) SOUTH OF THORHULT, 7.1 MI
 DS1510'(11.4 KM) SOUTH ALONG TRUNK HIGHWAY 1 FROM THE JUNCTION OF TRUNK
 DS1510'HIGHWAY 1 AND TRUNK HIGHWAY 89 (THE JUNCTION IS 7.0 MI (11.3 KM) SOUTH
 DS1510'OF THORHULT), AT TRUNK HIGHWAY 1 MILE POINT 96.45.
 DS1510'
 DS1510'IT IS 65.8 FT (20.1 M) SOUTHWEST OF TRUNK HIGHWAY 1, 201.0 FT (61.3 M)
 DS1510'SOUTHEAST OF AN ENTRANCE AND 1.5 FT (0.5 M) NORTHEAST OF A WITNESS
 DS1510'POST.
 DS1510'
 DS1510'NOTE-THE STATION STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER
 DS1510'ALUMINUM ROD DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION
 DS1510'REMOVABLE DISK SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY
 DS1510'A SIX-INCH PVC PIPE BACK FILLED WITH WASHED SAND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DS1511 ***********************************************************************
 DS1511  HT_MOD      -  This is a Height Modernization Survey Station.
 DS1511  DESIGNATION -  0402 B RESET
 DS1511  PID         -  DS1511
 DS1511  STATE/COUNTY-  MN/BELTRAMI
 DS1511  COUNTRY     -  US
 DS1511  USGS QUAD   -  GIMIWAN LAKE (2019)
 DS1511
 DS1511                         *CURRENT SURVEY CONTROL
 DS1511  ______________________________________________________________________
 DS1511* NAD 83(2011) POSITION- 48 02 04.60911(N) 095 16 25.22675(W)   ADJUSTED
 DS1511* NAD 83(2011) ELLIP HT-   350.177 (meters)        (05/14/24)   ADJUSTED
 DS1511* NAD 83(2011) EPOCH   -  2010.00
 DS1511* NAVD 88 ORTHO HEIGHT -   378.14  (meters)     1240.6   (feet) GPS OBS
 DS1511  ______________________________________________________________________
 DS1511  GEOID HEIGHT    -        -27.976 (meters)                     GEOID18
 DS1511  NAD 83(2011) X  -   -392,752.908 (meters)                     COMP
 DS1511  NAD 83(2011) Y  - -4,255,003.186 (meters)                     COMP
 DS1511  NAD 83(2011) Z  -  4,719,711.132 (meters)                     COMP
 DS1511  LAPLACE CORR    -         -4.28  (seconds)                    DEFLEC18
 DS1511
 DS1511  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DS1511  Standards:
 DS1511         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DS1511            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DS1511  -------------------------------------------------------------------
 DS1511  NETWORK    0.81   1.78           0.38   0.25   0.91     -0.07954494
 DS1511  -------------------------------------------------------------------
 DS1511  Click here for local accuracies and other accuracy information.
 DS1511
 DS1511.The horizontal coordinates were established by GPS observations
 DS1511.and adjusted by the MN DEPT OF TRANSP in May 2024.
 DS1511
 DS1511.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DS1511.been affixed to the stable North American tectonic plate. See 
 DS1511.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DS1511
 DS1511.The horizontal coordinates are valid at the epoch date displayed above
 DS1511.which is a decimal equivalence of Year/Month/Day.
 DS1511
 DS1511.The orthometric height was determined by GPS observations and a
 DS1511.high-resolution geoid model using precise GPS observation and
 DS1511.processing techniques.
 DS1511
 DS1511.Significant digits in the geoid height do not necessarily reflect accuracy.
 DS1511.GEOID18 height accuracy estimate available here.
 DS1511
 DS1511.Click photographs - Photos may exist for this station.
 DS1511
 DS1511.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DS1511
 DS1511.The Laplace correction was computed from DEFLEC18 derived deflections.
 DS1511
 DS1511.The ellipsoidal height was determined by GPS observations
 DS1511.and is referenced to NAD 83.
 DS1511
 DS1511. The following values were computed from the NAD 83(2011) position.
 DS1511
 DS1511;                    North         East     Units Scale Factor Converg.
 DS1511;SPC MN N     -   272,887.884   637,933.476   MT  0.99990885   -1 36 40.2
 DS1511;SPC MN N     -   895,299.67  2,092,953.41   sFT  0.99990885   -1 36 40.2
 DS1511;UTM  15      - 5,322,648.503   330,512.276   MT  0.99995298   -1 41 27.6
 DS1511
 DS1511!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DS1511!SPC MN N     -   0.99994512  x   0.99990885  =   0.99985397
 DS1511!UTM  15      -   0.99994512  x   0.99995298  =   0.99989810
 DS1511
 DS1511_U.S. NATIONAL GRID SPATIAL ADDRESS: 15UUP3051222648(NAD 83)
 DS1511
 DS1511                          SUPERSEDED SURVEY CONTROL
 DS1511
 DS1511.No superseded survey control is available for this station.
 DS1511
 DS1511_MARKER: I = METAL ROD
 DS1511_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DS1511_STAMPING: 0402 B RESET 2023
 DS1511_MARK LOGO: MNDT
 DS1511_PROJECTION: RECESSED 5 CENTIMETERS
 DS1511_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DS1511_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DS1511_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DS1511+SATELLITE: SATELLITE OBSERVATIONS - July 25, 2023
 DS1511_ROD/PIPE-DEPTH: 3.1 meters
 DS1511
 DS1511  HISTORY     - Date     Condition        Report By
 DS1511  HISTORY     - 20230725 MONUMENTED       MNDT
 DS1511
 DS1511                          STATION DESCRIPTION
 DS1511
 DS1511'DESCRIBED BY MN DEPT OF TRANSP 2023 (KMS)
 DS1511'THE MARK IS LOCATED ABOUT 16.2 MI (26.1 KM) NORTHWEST OF RED LAKE,
 DS1511'15.2 MI (24.5 KM) SOUTH-SOUTHEAST OF JELLE AND 13.6 MI (21.9 KM) SOUTH
 DS1511'OF THORHULT.
 DS1511'
 DS1511'THE MARK WAS LOCATED ABOUT 13.0 MI (20.9 KM) SOUTH OF THORHULT, 6.2 MI
 DS1511'(10.0 KM) SOUTH ALONG TRUNK HIGHWAY 1 FROM THE JUNCTION OF TRUNK
 DS1511'HIGHWAY 1 AND TRUNK HIGHWAY 89 (THE JUNCTION IS 7.0 MI (11.3 KM) SOUTH
 DS1511'OF THORHULT), AT TRUNK HIGHWAY 1 MILE POINT 95.55.
 DS1511'
 DS1511'IT IS 45.3 FT (13.8 M) WEST OF TRUNK HIGHWAY 1, 8.2 FT (2.5 M) NORTH
 DS1511'OF AN ENTRANCE AND 17.1 FT (5.2 M) EAST-SOUTHEAST OF A WITNESS POST.
 DS1511'
 DS1511'NOTE-THE STATION STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER
 DS1511'ALUMINUM ROD DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION
 DS1511'REMOVABLE DISK SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY
 DS1511'A SIX-INCH PVC PIPE BACK FILLED WITH WASHED SAND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DE9759 ***********************************************************************
 DE9759  DESIGNATION -  0402 C
 DE9759  PID         -  DE9759
 DE9759  STATE/COUNTY-  MN/BELTRAMI
 DE9759  COUNTRY     -  US
 DE9759  USGS QUAD   -  GIMIWAN LAKE (2019)
 DE9759
 DE9759                         *CURRENT SURVEY CONTROL
 DE9759  ______________________________________________________________________
 DE9759* NAD 83(2011) POSITION- 48 02 41.70151(N) 095 16 00.58019(W)   ADJUSTED
 DE9759* NAD 83(2011) ELLIP HT-   356.567 (meters)        (06/27/12)   ADJUSTED
 DE9759* NAD 83(2011) EPOCH   -  2010.00
 DE9759* NAVD 88 ORTHO HEIGHT -   384.541 (meters)     1261.61  (feet) ADJUSTED
 DE9759  ______________________________________________________________________
 DE9759  GEOID HEIGHT    -        -27.983 (meters)                     GEOID18
 DE9759  NAD 83(2011) X  -   -392,166.663 (meters)                     COMP
 DE9759  NAD 83(2011) Y  - -4,254,205.973 (meters)                     COMP
 DE9759  NAD 83(2011) Z  -  4,720,481.925 (meters)                     COMP
 DE9759  LAPLACE CORR    -         -4.36  (seconds)                    DEFLEC18
 DE9759  DYNAMIC HEIGHT  -        384.608 (meters)     1261.83  (feet) COMP
 DE9759  MODELED GRAVITY -    980,772.8   (mgal)                       NAVD 88
 DE9759
 DE9759  VERT ORDER      -  SECOND    CLASS I
 DE9759
 DE9759  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DE9759  Standards:
 DE9759         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DE9759            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DE9759  -------------------------------------------------------------------
 DE9759  NETWORK    0.64   0.76           0.30   0.21   0.39     -0.00980798
 DE9759  -------------------------------------------------------------------
 DE9759  Click here for local accuracies and other accuracy information.
 DE9759
 DE9759.The horizontal coordinates were established by GPS observations
 DE9759.and adjusted by the National Geodetic Survey in June 2012.
 DE9759
 DE9759.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DE9759.been affixed to the stable North American tectonic plate. See 
 DE9759.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DE9759
 DE9759.The horizontal coordinates are valid at the epoch date displayed above
 DE9759.which is a decimal equivalence of Year/Month/Day.
 DE9759
 DE9759.The orthometric height was determined by differential leveling and
 DE9759.adjusted by the NATIONAL GEODETIC SURVEY
 DE9759.in August 2019.
 DE9759
 DE9759.Significant digits in the geoid height do not necessarily reflect accuracy.
 DE9759.GEOID18 height accuracy estimate available here.
 DE9759
 DE9759.Click photographs - Photos may exist for this 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 DEFLEC18 derived deflections.
 DE9759
 DE9759.The ellipsoidal height was determined by GPS observations
 DE9759.and is referenced to NAD 83.
 DE9759
 DE9759.The dynamic height is computed by dividing the NAVD 88
 DE9759.geopotential number by the normal gravity value computed on the
 DE9759.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE9759.degrees latitude (g = 980.6199 gals.).
 DE9759
 DE9759.The modeled gravity was interpolated from observed gravity values.
 DE9759
 DE9759. The following values were computed from the NAD 83(2011) position.
 DE9759
 DE9759;                    North         East     Units Scale Factor Converg.
 DE9759;SPC MN N     -   274,018.650   638,475.899   MT  0.99990949   -1 36 21.9
 DE9759;SPC MN N     -   899,009.52  2,094,733.01   sFT  0.99990949   -1 36 21.9
 DE9759;UTM  15      - 5,323,778.559   331,056.299   MT  0.99995072   -1 41 10.2
 DE9759
 DE9759!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE9759!SPC MN N     -   0.99994412  x   0.99990949  =   0.99985361
 DE9759!UTM  15      -   0.99994412  x   0.99995072  =   0.99989484
 DE9759
 DE9759:                Primary Azimuth Mark                     Grid Az
 DE9759:SPC MN N     -  0402 B                                   205 37 36.4
 DE9759:UTM  15      -  0402 B                                   205 42 24.7
 DE9759
 DE9759_U.S. NATIONAL GRID SPATIAL ADDRESS: 15UUP3105623778(NAD 83)
 DE9759
 DE9759|---------------------------------------------------------------------|
 DE9759| PID    Reference Object                     Distance      Geod. Az  |
 DE9759|                                                           dddmmss.s |
 DE9759| DE9758 0402 B                              APPROX. 1.3 KM 2040114.5 |
 DE9759|---------------------------------------------------------------------|
 DE9759
 DE9759                          SUPERSEDED SURVEY CONTROL
 DE9759
 DE9759  NAD 83(2007)-  48 02 41.70148(N)    095 16 00.58117(W) AD(2002.00) 0
 DE9759  ELLIP H (02/10/07)  356.609  (m)                       GP(2002.00)    
 DE9759  NAD 83(1996)-  48 02 41.70145(N)    095 16 00.58098(W) AD(       ) 1
 DE9759  ELLIP H (01/24/03)  356.602  (m)                       GP(       ) 4 1
 DE9759  NAVD 88 (10/29/07)  384.547  (m)         1261.63   (f) SUPERSEDED  2 1
 DE9759  NAVD 88 (04/16/04)  384.574  (m)         1261.72   (f) SUPERSEDED  2 1
 DE9759  NAVD 88             384.55   (m)         1261.6    (f) LEVELING    3  
 DE9759
 DE9759.Superseded values are not recommended for survey control.
 DE9759
 DE9759.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE9759.See file dsdata.pdf to determine how the superseded data were derived.
 DE9759
 DE9759_MARKER: DD = SURVEY DISK
 DE9759_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DE9759_STAMPING: 0402 C 2001
 DE9759_MARK LOGO: MNDT
 DE9759_PROJECTION: RECESSED 3 CENTIMETERS
 DE9759_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DE9759_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DE9759_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE9759+SATELLITE: SATELLITE OBSERVATIONS - February 09, 2023
 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  HISTORY     - 20211026 GOOD             MNDT
 DE9759  HISTORY     - 20230209 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.
 DE9759
 DE9759                          STATION RECOVERY (2021)
 DE9759
 DE9759'RECOVERY NOTE BY MN DEPT OF TRANSP 2021 (KMS)
 DE9759'RECOVERED IN GOOD CONDITION.
 DE9759
 DE9759                          STATION RECOVERY (2023)
 DE9759
 DE9759'RECOVERY NOTE BY MN DEPT OF TRANSP 2023 (KMS)
 DE9759'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DR9715 ***********************************************************************
 DR9715  HT_MOD      -  This is a Height Modernization Survey Station.
 DR9715  DESIGNATION -  0402 D RESET
 DR9715  PID         -  DR9715
 DR9715  STATE/COUNTY-  MN/BELTRAMI
 DR9715  COUNTRY     -  US
 DR9715  USGS QUAD   -  MOSQUITO CREEK (2019)
 DR9715
 DR9715                         *CURRENT SURVEY CONTROL
 DR9715  ______________________________________________________________________
 DR9715* NAD 83(2011) POSITION- 48 04 42.53801(N) 095 14 58.97806(W)   ADJUSTED
 DR9715* NAD 83(2011) ELLIP HT-   357.324 (meters)        (05/14/24)   ADJUSTED
 DR9715* NAD 83(2011) EPOCH   -  2010.00
 DR9715* NAVD 88 ORTHO HEIGHT -   385.31  (meters)     1264.1   (feet) GPS OBS
 DR9715  ______________________________________________________________________
 DR9715  GEOID HEIGHT    -        -27.995 (meters)                     GEOID18
 DR9715  NAD 83(2011) X  -   -390,642.116 (meters)                     COMP
 DR9715  NAD 83(2011) Y  - -4,251,558.633 (meters)                     COMP
 DR9715  NAD 83(2011) Z  -  4,722,976.983 (meters)                     COMP
 DR9715  LAPLACE CORR    -         -4.62  (seconds)                    DEFLEC18
 DR9715
 DR9715  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DR9715  Standards:
 DR9715         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DR9715            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DR9715  -------------------------------------------------------------------
 DR9715  NETWORK    0.75   1.53           0.35   0.24   0.78     -0.01069594
 DR9715  -------------------------------------------------------------------
 DR9715  Click here for local accuracies and other accuracy information.
 DR9715
 DR9715.The horizontal coordinates were established by GPS observations
 DR9715.and adjusted by the MN DEPT OF TRANSP in May 2024.
 DR9715
 DR9715.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DR9715.been affixed to the stable North American tectonic plate. See 
 DR9715.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DR9715
 DR9715.The horizontal coordinates are valid at the epoch date displayed above
 DR9715.which is a decimal equivalence of Year/Month/Day.
 DR9715
 DR9715.The orthometric height was determined by GPS observations and a
 DR9715.high-resolution geoid model using precise GPS observation and
 DR9715.processing techniques.
 DR9715
 DR9715.Significant digits in the geoid height do not necessarily reflect accuracy.
 DR9715.GEOID18 height accuracy estimate available here.
 DR9715
 DR9715.Click photographs - Photos may exist for this station.
 DR9715
 DR9715.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DR9715
 DR9715.The Laplace correction was computed from DEFLEC18 derived deflections.
 DR9715
 DR9715.The ellipsoidal height was determined by GPS observations
 DR9715.and is referenced to NAD 83.
 DR9715
 DR9715. The following values were computed from the NAD 83(2011) position.
 DR9715
 DR9715;                    North         East     Units Scale Factor Converg.
 DR9715;SPC MN N     -   277,713.478   639,854.916   MT  0.99991180   -1 35 36.3
 DR9715;SPC MN N     -   911,131.64  2,099,257.34   sFT  0.99991180   -1 35 36.3
 DR9715;UTM  15      - 5,327,471.585   332,440.556   MT  0.99994499   -1 40 27.5
 DR9715
 DR9715!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DR9715!SPC MN N     -   0.99994400  x   0.99991180  =   0.99985580
 DR9715!UTM  15      -   0.99994400  x   0.99994499  =   0.99988899
 DR9715
 DR9715_U.S. NATIONAL GRID SPATIAL ADDRESS: 15UUP3244027471(NAD 83)
 DR9715
 DR9715                          SUPERSEDED SURVEY CONTROL
 DR9715
 DR9715  NAVD 88 (02/07/25)  385.312  (m)         1264.14   (f) ADJUSTED    2 1
 DR9715
 DR9715.Superseded values are not recommended for survey control.
 DR9715
 DR9715.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DR9715.See file dsdata.pdf to determine how the superseded data were derived.
 DR9715
 DR9715_MARKER: I = METAL ROD
 DR9715_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DR9715_STAMPING: 0402 D RESET 2019
 DR9715_MARK LOGO: MNDT
 DR9715_PROJECTION: RECESSED 8 CENTIMETERS
 DR9715_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DR9715_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DR9715_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DR9715+SATELLITE: SATELLITE OBSERVATIONS - February 08, 2023
 DR9715_ROD/PIPE-DEPTH: 6.09 meters
 DR9715
 DR9715  HISTORY     - Date     Condition        Report By
 DR9715  HISTORY     - 20190910 MONUMENTED       MNDT
 DR9715  HISTORY     - 20230208 GOOD             MNDT
 DR9715
 DR9715                          STATION DESCRIPTION
 DR9715
 DR9715'DESCRIBED BY MN DEPT OF TRANSP 2023 (KMS)
 DR9715'THE MARK IS LOCATED ABOUT 14.5 MI (23.3 KM) SOUTH-SOUTHEAST OF FOUR
 DR9715'TOWN, 13.0 MI (20.9 KM) SOUTH-SOUTHEAST OF JELLE AND 10.5 MI (16.9 KM)
 DR9715'SOUTH OF THORHULT.
 DR9715'
 DR9715'THE MARK WAS LOCATED ABOUT 43.2 MI (69.5 KM) EAST OF THIEF RIVER
 DR9715'FALLS, 3.0 MI (4.8 KM) SOUTH ALONG TRUNK HIGHWAY 1 FROM THE JUNCTION
 DR9715'OF TRUNK HIGHWAY 1 AND TRUNK HIGHWAY 89 (THE JUNCTION IS 43.0 MI (69.2
 DR9715'KM) EAST OF THIEF RIVER FALLS), AT TRUNK HIGHWAY 1 MILE POINT 9235.
 DR9715'
 DR9715'IT IS 41.5 FT (12.6 M) EAST OF TRUNK HIGHWAY 1, 23.5 FT (7.2 M) SOUTH
 DR9715'OF AN ENTRANCE AND 9.2 FT (2.8 M) EAST OF A WITNESS POST.
 DR9715'
 DR9715'NOTE-THE STATION STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER
 DR9715'ALUMINUM ROD DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION
 DR9715'REMOVABLE DISK SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY
 DR9715'A SIX-INCH PVC PIPE BACK FILLED WITH WASHED SAND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DK3899 ***********************************************************************
 DK3899  DESIGNATION -  0402 E RESET
 DK3899  PID         -  DK3899
 DK3899  STATE/COUNTY-  MN/BELTRAMI
 DK3899  COUNTRY     -  US
 DK3899  USGS QUAD   -  MOSQUITO CREEK (2019)
 DK3899
 DK3899                         *CURRENT SURVEY CONTROL
 DK3899  ______________________________________________________________________
 DK3899* NAD 83(2011) POSITION- 48 05 33.73455(N) 095 14 51.34945(W)   ADJUSTED
 DK3899* NAD 83(2011) ELLIP HT-   357.823 (meters)        (06/27/12)   ADJUSTED
 DK3899* NAD 83(2011) EPOCH   -  2010.00
 DK3899* NAVD 88 ORTHO HEIGHT -   385.802 (meters)     1265.75  (feet) ADJUSTED
 DK3899  ______________________________________________________________________
 DK3899  GEOID HEIGHT    -        -27.993 (meters)                     GEOID18
 DK3899  NAD 83(2011) X  -   -390,377.276 (meters)                     COMP
 DK3899  NAD 83(2011) Y  - -4,250,401.568 (meters)                     COMP
 DK3899  NAD 83(2011) Z  -  4,724,033.746 (meters)                     COMP
 DK3899  LAPLACE CORR    -         -4.68  (seconds)                    DEFLEC18
 DK3899  DYNAMIC HEIGHT  -        385.870 (meters)     1265.98  (feet) COMP
 DK3899  MODELED GRAVITY -    980,776.7   (mgal)                       NAVD 88
 DK3899
 DK3899  VERT ORDER      -  SECOND    CLASS I
 DK3899
 DK3899  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DK3899  Standards:
 DK3899         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DK3899            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DK3899  -------------------------------------------------------------------
 DK3899  NETWORK    0.32   0.51           0.15   0.10   0.26     -0.00371874
 DK3899  -------------------------------------------------------------------
 DK3899  Click here for local accuracies and other accuracy information.
 DK3899
 DK3899.The horizontal coordinates were established by GPS observations
 DK3899.and adjusted by the National Geodetic Survey in June 2012.
 DK3899
 DK3899.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DK3899.been affixed to the stable North American tectonic plate. See 
 DK3899.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DK3899
 DK3899.The horizontal coordinates are valid at the epoch date displayed above
 DK3899.which is a decimal equivalence of Year/Month/Day.
 DK3899
 DK3899.The orthometric height was determined by differential leveling and
 DK3899.adjusted by the NATIONAL GEODETIC SURVEY
 DK3899.in August 2019.
 DK3899
 DK3899.Significant digits in the geoid height do not necessarily reflect accuracy.
 DK3899.GEOID18 height accuracy estimate available here.
 DK3899
 DK3899.Click photographs - Photos may exist for this station.
 DK3899
 DK3899.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DK3899
 DK3899.The Laplace correction was computed from DEFLEC18 derived deflections.
 DK3899
 DK3899.The ellipsoidal height was determined by GPS observations
 DK3899.and is referenced to NAD 83.
 DK3899
 DK3899.The dynamic height is computed by dividing the NAVD 88
 DK3899.geopotential number by the normal gravity value computed on the
 DK3899.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK3899.degrees latitude (g = 980.6199 gals.).
 DK3899
 DK3899.The modeled gravity was interpolated from observed gravity values.
 DK3899
 DK3899. The following values were computed from the NAD 83(2011) position.
 DK3899
 DK3899;                    North         East     Units Scale Factor Converg.
 DK3899;SPC MN N     -   279,289.632   640,056.659   MT  0.99991288   -1 35 30.6
 DK3899;SPC MN N     -   916,302.73  2,099,919.22   sFT  0.99991288   -1 35 30.6
 DK3899;UTM  15      - 5,329,047.502   332,644.537   MT  0.99994415   -1 40 23.2
 DK3899
 DK3899!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DK3899!SPC MN N     -   0.99994392  x   0.99991288  =   0.99985681
 DK3899!UTM  15      -   0.99994392  x   0.99994415  =   0.99988807
 DK3899
 DK3899:                Primary Azimuth Mark                     Grid Az
 DK3899:SPC MN N     -  0402 F                                   001 46 39.0
 DK3899:UTM  15      -  0402 F                                   001 51 31.6
 DK3899
 DK3899_U.S. NATIONAL GRID SPATIAL ADDRESS: 15UUP3264429047(NAD 83)
 DK3899
 DK3899|---------------------------------------------------------------------|
 DK3899| PID    Reference Object                     Distance      Geod. Az  |
 DK3899|                                                           dddmmss.s |
 DK3899| DE9762 0402 F                              APPROX. 1.9 KM 0001108.4 |
 DK3899| DE9760 0402 D                              APPROX. 1.6 KM 1854207.2 |
 DK3899|---------------------------------------------------------------------|
 DK3899
 DK3899                          SUPERSEDED SURVEY CONTROL
 DK3899
 DK3899  NAD 83(1996)-  48 05 33.73440(N)    095 14 51.35017(W) AD(       ) 1
 DK3899  ELLIP H (03/06/08)  357.858  (m)                       GP(       ) 3 1
 DK3899  NAD 83(2007)-  48 05 33.73453(N)    095 14 51.35042(W) AD(2002.00) 1
 DK3899  ELLIP H (02/07/08)  357.866  (m)                       GP(2002.00) 3 1
 DK3899  NAVD 88 (03/06/08)  385.8    (m)  GEOID03  model used  GPS OBS        
 DK3899
 DK3899.Superseded values are not recommended for survey control.
 DK3899
 DK3899.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK3899.See file dsdata.pdf to determine how the superseded data were derived.
 DK3899
 DK3899_MARKER: DD = SURVEY DISK
 DK3899_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DK3899_STAMPING: 0402 E RESET 2001 2006
 DK3899_MARK LOGO: MNDT
 DK3899_PROJECTION: RECESSED 8 CENTIMETERS
 DK3899_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DK3899_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DK3899_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DK3899+SATELLITE: SATELLITE OBSERVATIONS - February 10, 2023
 DK3899_ROD/PIPE-DEPTH: 15.2 meters
 DK3899
 DK3899  HISTORY     - Date     Condition        Report By
 DK3899  HISTORY     - 2006     MONUMENTED       MNDT
 DK3899  HISTORY     - 20080923 GOOD             MNDT
 DK3899  HISTORY     - 20211026 GOOD             MNDT
 DK3899  HISTORY     - 20220817 GOOD             MNDT
 DK3899  HISTORY     - 20230210 GOOD             MNDT
 DK3899
 DK3899                          STATION DESCRIPTION
 DK3899
 DK3899'DESCRIBED BY MN DEPT OF TRANSP 2006
 DK3899'9.0 MILES SOUTH OF THURHULT, 2.0 MILES SOUTH ALONG TRUNK HIGHWAY 1
 DK3899'FROM JUNCTION OF TRUNK HIGHWAY 1 AND TRUNK HIGHWAY 89 7.0 MILES SOUTH
 DK3899'OF THURHULT, AT TRUNK HIGHWAY 1 MILEPOST 91.35, 134.5 FEET NORTH OF
 DK3899'RESERVATION HIGHWAY 27, 47.6 FEET EAST OF TRUNK HIGHWAY 1, 1.1 FEET
 DK3899'WEST OF WITNESS POST.
 DK3899
 DK3899                          STATION RECOVERY (2008)
 DK3899
 DK3899'RECOVERY NOTE BY MN DEPT OF TRANSP 2008 (DJS)
 DK3899'RECOVERED IN GOOD CONDITION.
 DK3899
 DK3899                          STATION RECOVERY (2021)
 DK3899
 DK3899'RECOVERY NOTE BY MN DEPT OF TRANSP 2021 (KMS)
 DK3899'RECOVERED IN GOOD CONDITION.
 DK3899
 DK3899                          STATION RECOVERY (2022)
 DK3899
 DK3899'RECOVERY NOTE BY MN DEPT OF TRANSP 2022 (MPP)
 DK3899'RECOVERED AS DESCRIBED.
 DK3899
 DK3899                          STATION RECOVERY (2023)
 DK3899
 DK3899'RECOVERY NOTE BY MN DEPT OF TRANSP 2023 (KMS)
 DK3899'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DR8613 ***********************************************************************
 DR8613  DESIGNATION -  0402 F RESET
 DR8613  PID         -  DR8613
 DR8613  STATE/COUNTY-  MN/BELTRAMI
 DR8613  COUNTRY     -  US
 DR8613  USGS QUAD   -  MOSQUITO CREEK (2019)
 DR8613
 DR8613                         *CURRENT SURVEY CONTROL
 DR8613  ______________________________________________________________________
 DR8613* NAD 83(2011) POSITION- 48 06 33.98784(N) 095 14 51.05773(W)   ADJUSTED
 DR8613* NAD 83(2011) ELLIP HT-   354.425 (meters)        (01/03/23)   ADJUSTED
 DR8613* NAD 83(2011) EPOCH   -  2010.00
 DR8613* NAVD 88 ORTHO HEIGHT -   382.415 (meters)     1254.64  (feet) ADJUSTED
 DR8613  ______________________________________________________________________
 DR8613  GEOID HEIGHT    -        -27.989 (meters)                     GEOID18
 DR8613  NAD 83(2011) X  -   -390,244.361 (meters)                     COMP
 DR8613  NAD 83(2011) Y  - -4,249,020.381 (meters)                     COMP
 DR8613  NAD 83(2011) Z  -  4,725,274.116 (meters)                     COMP
 DR8613  LAPLACE CORR    -         -4.83  (seconds)                    DEFLEC18
 DR8613  DYNAMIC HEIGHT  -        382.483 (meters)     1254.86  (feet) COMP
 DR8613  MODELED GRAVITY -    980,779.0   (mgal)                       NAVD 88
 DR8613
 DR8613  VERT ORDER      -  SECOND    CLASS I
 DR8613
 DR8613  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DR8613  Standards:
 DR8613         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DR8613            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DR8613  -------------------------------------------------------------------
 DR8613  NETWORK    0.58   1.14           0.27   0.19   0.58     -0.04055250
 DR8613  -------------------------------------------------------------------
 DR8613  Click here for local accuracies and other accuracy information.
 DR8613
 DR8613.The horizontal coordinates were established by GPS observations
 DR8613.and adjusted by the MN DEPT OF TRANSP in January 2023.
 DR8613
 DR8613.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DR8613.been affixed to the stable North American tectonic plate. See 
 DR8613.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DR8613
 DR8613.The horizontal coordinates are valid at the epoch date displayed above
 DR8613.which is a decimal equivalence of Year/Month/Day.
 DR8613
 DR8613.The orthometric height was determined by differential leveling and
 DR8613.adjusted by the NATIONAL GEODETIC SURVEY
 DR8613.in February 2025.
 DR8613
 DR8613.Significant digits in the geoid height do not necessarily reflect accuracy.
 DR8613.GEOID18 height accuracy estimate available here.
 DR8613
 DR8613.Click photographs - Photos may exist for this station.
 DR8613
 DR8613.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DR8613
 DR8613.The Laplace correction was computed from DEFLEC18 derived deflections.
 DR8613
 DR8613.The ellipsoidal height was determined by GPS observations
 DR8613.and is referenced to NAD 83.
 DR8613
 DR8613.The dynamic height is computed by dividing the NAVD 88
 DR8613.geopotential number by the normal gravity value computed on the
 DR8613.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DR8613.degrees latitude (g = 980.6199 gals.).
 DR8613
 DR8613.The modeled gravity was interpolated from observed gravity values.
 DR8613
 DR8613. The following values were computed from the NAD 83(2011) position.
 DR8613
 DR8613;                    North         East     Units Scale Factor Converg.
 DR8613;SPC MN N     -   281,149.613   640,114.384   MT  0.99991424   -1 35 30.4
 DR8613;SPC MN N     -   922,405.02  2,100,108.61   sFT  0.99991424   -1 35 30.4
 DR8613;UTM  15      - 5,330,907.456   332,704.909   MT  0.99994390   -1 40 24.5
 DR8613
 DR8613!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DR8613!SPC MN N     -   0.99994445  x   0.99991424  =   0.99985870
 DR8613!UTM  15      -   0.99994445  x   0.99994390  =   0.99988836
 DR8613
 DR8613_U.S. NATIONAL GRID SPATIAL ADDRESS: 15UUP3270430907(NAD 83)
 DR8613
 DR8613                          SUPERSEDED SURVEY CONTROL
 DR8613
 DR8613  NAVD 88 (01/03/23)  382.41   (m)  GEOID18  model used  GPS OBS        
 DR8613
 DR8613.Superseded values are not recommended for survey control.
 DR8613
 DR8613.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DR8613.See file dsdata.pdf to determine how the superseded data were derived.
 DR8613
 DR8613_MARKER: I = METAL ROD
 DR8613_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 DR8613+WITH SETTING: INFORMATION.
 DR8613_STAMPING: 0402 F RESET 2019
 DR8613_MARK LOGO: MNDT
 DR8613_PROJECTION: RECESSED 8 CENTIMETERS
 DR8613_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DR8613_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DR8613_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DR8613+SATELLITE: SATELLITE OBSERVATIONS - February 17, 2023
 DR8613_ROD/PIPE-DEPTH: 3.0 meters
 DR8613
 DR8613  HISTORY     - Date     Condition        Report By
 DR8613  HISTORY     - 20190910 MONUMENTED       MNDT
 DR8613  HISTORY     - 20220817 GOOD             MNDT
 DR8613  HISTORY     - 20230217 GOOD             MNDT
 DR8613
 DR8613                          STATION DESCRIPTION
 DR8613
 DR8613'DESCRIBED BY MN DEPT OF TRANSP 2022 (JXP)
 DR8613'43.1 MILES EAST OF THIEF RIVER FALLS, 0.8 MILE SOUTH ALONG TRUNK
 DR8613'HIGHWAY 1 FROM THE JUNCTION OF TRUNK HIGHWAY 1 AND TRUNK HIGHWAY 89
 DR8613'(THE JUNCTION IS 43.0 MILES EAST OF THIEF RIVER FALLS), AT TRUNK
 DR8613'HIGHWAY 1 MILEPOINT 90.20, 42.0 FEET EAST OF TRUNK HIGHWAY 1, 10.0
 DR8613'FEET SOUTH OF AN ENTRANCE, 4.5 FEET WEST OF A WITNESS POST.
 DR8613
 DR8613                          STATION RECOVERY (2023)
 DR8613
 DR8613'RECOVERY NOTE BY MN DEPT OF TRANSP 2023 (KMS)
 DR8613'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DS1493 ***********************************************************************
 DS1493  HT_MOD      -  This is a Height Modernization Survey Station.
 DS1493  DESIGNATION -  0403 A RESET
 DS1493  PID         -  DS1493
 DS1493  STATE/COUNTY-  MN/BELTRAMI
 DS1493  COUNTRY     -  US
 DS1493  USGS QUAD   -  RED LAKE (2019)
 DS1493
 DS1493                         *CURRENT SURVEY CONTROL
 DS1493  ______________________________________________________________________
 DS1493* NAD 83(2011) POSITION- 47 52 07.47292(N) 095 04 17.46041(W)   ADJUSTED
 DS1493* NAD 83(2011) ELLIP HT-   341.347 (meters)        (05/14/24)   ADJUSTED
 DS1493* NAD 83(2011) EPOCH   -  2010.00
 DS1493* NAVD 88 ORTHO HEIGHT -   369.38  (meters)     1211.9   (feet) GPS OBS
 DS1493  ______________________________________________________________________
 DS1493  GEOID HEIGHT    -        -28.041 (meters)                     GEOID18
 DS1493  NAD 83(2011) X  -   -378,947.733 (meters)                     COMP
 DS1493  NAD 83(2011) Y  - -4,269,999.172 (meters)                     COMP
 DS1493  NAD 83(2011) Z  -  4,707,351.503 (meters)                     COMP
 DS1493  LAPLACE CORR    -         -2.43  (seconds)                    DEFLEC18
 DS1493
 DS1493  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DS1493  Standards:
 DS1493         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DS1493            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DS1493  -------------------------------------------------------------------
 DS1493  NETWORK    0.80   1.65           0.37   0.27   0.84      0.00448787
 DS1493  -------------------------------------------------------------------
 DS1493  Click here for local accuracies and other accuracy information.
 DS1493
 DS1493.The horizontal coordinates were established by GPS observations
 DS1493.and adjusted by the MN DEPT OF TRANSP in May 2024.
 DS1493
 DS1493.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DS1493.been affixed to the stable North American tectonic plate. See 
 DS1493.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DS1493
 DS1493.The horizontal coordinates are valid at the epoch date displayed above
 DS1493.which is a decimal equivalence of Year/Month/Day.
 DS1493
 DS1493.The orthometric height was determined by GPS observations and a
 DS1493.high-resolution geoid model using precise GPS observation and
 DS1493.processing techniques.
 DS1493
 DS1493.Significant digits in the geoid height do not necessarily reflect accuracy.
 DS1493.GEOID18 height accuracy estimate available here.
 DS1493
 DS1493.Click photographs - Photos may exist for this station.
 DS1493
 DS1493.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DS1493
 DS1493.The Laplace correction was computed from DEFLEC18 derived deflections.
 DS1493
 DS1493.The ellipsoidal height was determined by GPS observations
 DS1493.and is referenced to NAD 83.
 DS1493
 DS1493. The following values were computed from the NAD 83(2011) position.
 DS1493
 DS1493;                    North         East     Units Scale Factor Converg.
 DS1493;SPC MN N     -   254,048.377   652,532.351   MT  0.99990299   -1 27 40.8
 DS1493;SPC MN N     -   833,490.38  2,140,849.89   sFT  0.99990299   -1 27 40.8
 DS1493;UTM  15      - 5,303,788.932   345,085.934   MT  0.99989490   -1 32 11.6
 DS1493
 DS1493!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DS1493!SPC MN N     -   0.99994650  x   0.99990299  =   0.99984950
 DS1493!UTM  15      -   0.99994650  x   0.99989490  =   0.99984141
 DS1493
 DS1493_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUP4508503788(NAD 83)
 DS1493
 DS1493                          SUPERSEDED SURVEY CONTROL
 DS1493
 DS1493.No superseded survey control is available for this station.
 DS1493
 DS1493_MARKER: I = METAL ROD
 DS1493_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DS1493_STAMPING: 0403 A RESET 2023
 DS1493_MARK LOGO: MNDT
 DS1493_PROJECTION: RECESSED 5 CENTIMETERS
 DS1493_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 DS1493_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DS1493_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DS1493+SATELLITE: SATELLITE OBSERVATIONS - July 25, 2023
 DS1493_ROD/PIPE-DEPTH: 3.1 meters
 DS1493
 DS1493  HISTORY     - Date     Condition        Report By
 DS1493  HISTORY     - 20230725 MONUMENTED       MNDT
 DS1493
 DS1493                          STATION DESCRIPTION
 DS1493
 DS1493'DESCRIBED BY MN DEPT OF TRANSP 2023 (AJH)
 DS1493'THE MARK IS LOCATED ABOUT 9.8 MI (15.8 KM) NORTH-NORTHEAST OF DEBS,
 DS1493'7.4 MI (11.9 KM) WEST OF REDBY AND 2.6 MI (4.2 KM) WEST-SOUTHWEST OF
 DS1493'RED LAKE.
 DS1493'
 DS1493'THE MARK WAS LOCATED ABOUT 2.25 MI (3.62 KM) WEST OF RED LAKE, 1.25 MI
 DS1493'(2.01 KM) WEST ALONG TRUNK HIGHWAY 1 FROM THE JUNCTION OF TRUNK
 DS1493'HIGHWAY 1 AND TRUNK HIGHWAY 89 (1.0 MILE WEST OF RED LAKE), AT TRUNK
 DS1493'HIGHWAY 1 MILE POINT 115.75.
 DS1493'
 DS1493'IT IS 69.6 FT (21.2 M) SOUTH OF TRUNK HIGHWAY 1, 45.8 FT (14.0 M) WEST
 DS1493'OF A DRIVEWAY AND 3.3 FT (1.0 M) SOUTHWEST OF A WITNESS POST.
 DS1493'
 DS1493'NOTE-THE STATION STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER
 DS1493'ALUMINUM ROD DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION
 DS1493'REMOVABLE DISK SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY
 DS1493'A SIX-INCH PVC PIPE BACK FILLED WITH WASHED SAND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DS1494 ***********************************************************************
 DS1494  HT_MOD      -  This is a Height Modernization Survey Station.
 DS1494  DESIGNATION -  0403 B RESET
 DS1494  PID         -  DS1494
 DS1494  STATE/COUNTY-  MN/BELTRAMI
 DS1494  COUNTRY     -  US
 DS1494  USGS QUAD   -  RED LAKE (2019)
 DS1494
 DS1494                         *CURRENT SURVEY CONTROL
 DS1494  ______________________________________________________________________
 DS1494* NAD 83(2011) POSITION- 47 52 09.05738(N) 095 05 39.63329(W)   ADJUSTED
 DS1494* NAD 83(2011) ELLIP HT-   343.491 (meters)        (05/14/24)   ADJUSTED
 DS1494* NAD 83(2011) EPOCH   -  2010.00
 DS1494* NAVD 88 ORTHO HEIGHT -   371.50  (meters)     1218.8   (feet) GPS OBS
 DS1494  ______________________________________________________________________
 DS1494  GEOID HEIGHT    -        -28.023 (meters)                     GEOID18
 DS1494  NAD 83(2011) X  -   -380,645.713 (meters)                     COMP
 DS1494  NAD 83(2011) Y  - -4,269,813.148 (meters)                     COMP
 DS1494  NAD 83(2011) Z  -  4,707,385.923 (meters)                     COMP
 DS1494  LAPLACE CORR    -         -2.50  (seconds)                    DEFLEC18
 DS1494
 DS1494  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DS1494  Standards:
 DS1494         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DS1494            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DS1494  -------------------------------------------------------------------
 DS1494  NETWORK    0.82   1.69           0.38   0.27   0.86      0.01003052
 DS1494  -------------------------------------------------------------------
 DS1494  Click here for local accuracies and other accuracy information.
 DS1494
 DS1494.The horizontal coordinates were established by GPS observations
 DS1494.and adjusted by the MN DEPT OF TRANSP in May 2024.
 DS1494
 DS1494.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DS1494.been affixed to the stable North American tectonic plate. See 
 DS1494.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DS1494
 DS1494.The horizontal coordinates are valid at the epoch date displayed above
 DS1494.which is a decimal equivalence of Year/Month/Day.
 DS1494
 DS1494.The orthometric height was determined by GPS observations and a
 DS1494.high-resolution geoid model using precise GPS observation and
 DS1494.processing techniques.
 DS1494
 DS1494.Significant digits in the geoid height do not necessarily reflect accuracy.
 DS1494.GEOID18 height accuracy estimate available here.
 DS1494
 DS1494.Click photographs - Photos may exist for this station.
 DS1494
 DS1494.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DS1494
 DS1494.The Laplace correction was computed from DEFLEC18 derived deflections.
 DS1494
 DS1494.The ellipsoidal height was determined by GPS observations
 DS1494.and is referenced to NAD 83.
 DS1494
 DS1494. The following values were computed from the NAD 83(2011) position.
 DS1494
 DS1494;                    North         East     Units Scale Factor Converg.
 DS1494;SPC MN N     -   254,141.091   650,826.641   MT  0.99990299   -1 28 41.7
 DS1494;SPC MN N     -   833,794.56  2,135,253.74   sFT  0.99990299   -1 28 41.7
 DS1494;UTM  15      - 5,303,883.885   343,380.355   MT  0.99990143   -1 33 12.6
 DS1494
 DS1494!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DS1494!SPC MN N     -   0.99994617  x   0.99990299  =   0.99984916
 DS1494!UTM  15      -   0.99994617  x   0.99990143  =   0.99984760
 DS1494
 DS1494_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUP4338003883(NAD 83)
 DS1494
 DS1494                          SUPERSEDED SURVEY CONTROL
 DS1494
 DS1494.No superseded survey control is available for this station.
 DS1494
 DS1494_MARKER: I = METAL ROD
 DS1494_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DS1494_STAMPING: 0403 B RESET 2023
 DS1494_MARK LOGO: MNDT
 DS1494_PROJECTION: RECESSED 5 CENTIMETERS
 DS1494_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DS1494_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DS1494_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DS1494+SATELLITE: SATELLITE OBSERVATIONS - July 25, 2023
 DS1494_ROD/PIPE-DEPTH: 4.3 meters
 DS1494
 DS1494  HISTORY     - Date     Condition        Report By
 DS1494  HISTORY     - 20230725 MONUMENTED       MNDT
 DS1494
 DS1494                          STATION DESCRIPTION
 DS1494
 DS1494'DESCRIBED BY MN DEPT OF TRANSP 2023 (KMS)
 DS1494'THE MARK IS LOCATED ABOUT 9.6 MI (15.4 KM) NORTH OF DEBS, 8.5 MI (13.7
 DS1494'KM) WEST OF REDBY AND 3.6 MI (5.8 KM) WEST OF RED LAKE.
 DS1494'
 DS1494'THE MARK WAS LOCATED ABOUT 3.25 MI (5.23 KM) WEST OF RED LAKE, 2.3 MI
 DS1494'(3.7 KM) WEST ALONG TRUNK HIGHWAY 1 FROM THE JUNCTION OF TRUNK HIGHWAY
 DS1494'1 AND TRUNK HIGHWAY 89 (THE JUNCTION IS 1.0 MI (1.6 KM) WEST OF RED
 DS1494'LAKE), AT TRUNK HIGHWAY 1 MILE POINT 114.7.
 DS1494'
 DS1494'IT IS 66.8 FT (20.4 M) NORTH OF TRUNK HIGHWAY 1, 38.9 FT (11.9 M) WEST
 DS1494'OF DRIVEWAY NUMBERS (1362, 1364, 1366) AND 1.6 FT (0.5 M) SOUTH OF A
 DS1494'WITNESS POST.
 DS1494'
 DS1494'NOTE-THE STATION STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER
 DS1494'ALUMINUM ROD DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION
 DS1494'REMOVABLE DISK SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY
 DS1494'A SIX-INCH PVC PIPE BACK FILLED WITH WASHED SAND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DS1495 ***********************************************************************
 DS1495  HT_MOD      -  This is a Height Modernization Survey Station.
 DS1495  DESIGNATION -  0403 C RESET
 DS1495  PID         -  DS1495
 DS1495  STATE/COUNTY-  MN/BELTRAMI
 DS1495  COUNTRY     -  US
 DS1495  USGS QUAD   -  RED LAKE (2019)
 DS1495
 DS1495                         *CURRENT SURVEY CONTROL
 DS1495  ______________________________________________________________________
 DS1495* NAD 83(2011) POSITION- 47 52 08.33860(N) 095 06 58.77854(W)   ADJUSTED
 DS1495* NAD 83(2011) ELLIP HT-   342.867 (meters)        (05/14/24)   ADJUSTED
 DS1495* NAD 83(2011) EPOCH   -  2010.00
 DS1495* NAVD 88 ORTHO HEIGHT -   370.86  (meters)     1216.7   (feet) GPS OBS
 DS1495  ______________________________________________________________________
 DS1495  GEOID HEIGHT    -        -28.004 (meters)                     GEOID18
 DS1495  NAD 83(2011) X  -   -382,285.473 (meters)                     COMP
 DS1495  NAD 83(2011) Y  - -4,269,682.759 (meters)                     COMP
 DS1495  NAD 83(2011) Z  -  4,707,370.567 (meters)                     COMP
 DS1495  LAPLACE CORR    -         -2.42  (seconds)                    DEFLEC18
 DS1495
 DS1495  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DS1495  Standards:
 DS1495         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DS1495            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DS1495  -------------------------------------------------------------------
 DS1495  NETWORK    0.82   1.63           0.38   0.27   0.83     -0.01180492
 DS1495  -------------------------------------------------------------------
 DS1495  Click here for local accuracies and other accuracy information.
 DS1495
 DS1495.The horizontal coordinates were established by GPS observations
 DS1495.and adjusted by the MN DEPT OF TRANSP in May 2024.
 DS1495
 DS1495.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DS1495.been affixed to the stable North American tectonic plate. See 
 DS1495.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DS1495
 DS1495.The horizontal coordinates are valid at the epoch date displayed above
 DS1495.which is a decimal equivalence of Year/Month/Day.
 DS1495
 DS1495.The orthometric height was determined by GPS observations and a
 DS1495.high-resolution geoid model using precise GPS observation and
 DS1495.processing techniques.
 DS1495
 DS1495.Significant digits in the geoid height do not necessarily reflect accuracy.
 DS1495.GEOID18 height accuracy estimate available here.
 DS1495
 DS1495.Click photographs - Photos may exist for this station.
 DS1495
 DS1495.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DS1495
 DS1495.The Laplace correction was computed from DEFLEC18 derived deflections.
 DS1495
 DS1495.The ellipsoidal height was determined by GPS observations
 DS1495.and is referenced to NAD 83.
 DS1495
 DS1495. The following values were computed from the NAD 83(2011) position.
 DS1495
 DS1495;                    North         East     Units Scale Factor Converg.
 DS1495;SPC MN N     -   254,161.561   649,182.009   MT  0.99990299   -1 29 40.3
 DS1495;SPC MN N     -   833,861.72  2,129,857.97   sFT  0.99990299   -1 29 40.3
 DS1495;UTM  15      - 5,303,906.516   341,735.748   MT  0.99990779   -1 34 11.4
 DS1495
 DS1495!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DS1495!SPC MN N     -   0.99994626  x   0.99990299  =   0.99984926
 DS1495!UTM  15      -   0.99994626  x   0.99990779  =   0.99985406
 DS1495
 DS1495_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUP4173503906(NAD 83)
 DS1495
 DS1495                          SUPERSEDED SURVEY CONTROL
 DS1495
 DS1495.No superseded survey control is available for this station.
 DS1495
 DS1495_MARKER: I = METAL ROD
 DS1495_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DS1495_STAMPING: 0403 C RESET 2023
 DS1495_MARK LOGO: MNDT
 DS1495_PROJECTION: RECESSED 10 CENTIMETERS
 DS1495_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DS1495_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DS1495_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DS1495+SATELLITE: SATELLITE OBSERVATIONS - July 25, 2023
 DS1495_ROD/PIPE-DEPTH: 7.6 meters
 DS1495
 DS1495  HISTORY     - Date     Condition        Report By
 DS1495  HISTORY     - 20230725 MONUMENTED       MNDT
 DS1495
 DS1495                          STATION DESCRIPTION
 DS1495
 DS1495'DESCRIBED BY MN DEPT OF TRANSP 2023 (KMS)
 DS1495'THE MARK IS LOCATED ABOUT 9.5 MI (15.3 KM) NORTH OF DEBS, 9.5 MI (15.3
 DS1495'KM) WEST OF REDBY AND 4.7 MI (7.6 KM) WEST OF RED LAKE.
 DS1495'
 DS1495'THE MARK WAS LOCATED ABOUT 4.25 MI (6.84 KM) WEST OF RED LAKE, 3.35 MI
 DS1495'(5.39 KM) WEST ALONG TRUNK HIGHWAY 1 FROM THE JUNCTION OF TRUNK
 DS1495'HIGHWAY 1 AND TRUNK HIGHWAY 89 (THE JUNCTION IS 1.0 MI (1.6 KM) WEST
 DS1495'OF RED LAKE), AT TRUNK HIGHWAY 1 MILE POINT 113.65.
 DS1495'
 DS1495'IT IS 64.6 FT (19.7 M) SOUTH OF TRUNK HIGHWAY 1, 48.5 FT (14.8 M) WEST
 DS1495'OF A DIRT ROAD AND 1.0 FT (0.3 M) NORTH OF A WITNESS POST.
 DS1495'
 DS1495'NOTE-THE STATION STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER
 DS1495'ALUMINUM ROD DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION
 DS1495'REMOVABLE DISK SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY
 DS1495'A SIX-INCH PVC PIPE BACK FILLED WITH WASHED SAND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DS1496 ***********************************************************************
 DS1496  HT_MOD      -  This is a Height Modernization Survey Station.
 DS1496  DESIGNATION -  0403 D RESET
 DS1496  PID         -  DS1496
 DS1496  STATE/COUNTY-  MN/BELTRAMI
 DS1496  COUNTRY     -  US
 DS1496  USGS QUAD   -  BAGLEY LAKE (2019)
 DS1496
 DS1496                         *CURRENT SURVEY CONTROL
 DS1496  ______________________________________________________________________
 DS1496* NAD 83(2011) POSITION- 47 52 09.58881(N) 095 08 13.56768(W)   ADJUSTED
 DS1496* NAD 83(2011) ELLIP HT-   337.856 (meters)        (05/14/24)   ADJUSTED
 DS1496* NAD 83(2011) EPOCH   -  2010.00
 DS1496* NAVD 88 ORTHO HEIGHT -   365.83  (meters)     1200.2   (feet) GPS OBS
 DS1496  ______________________________________________________________________
 DS1496  GEOID HEIGHT    -        -27.988 (meters)                     GEOID18
 DS1496  NAD 83(2011) X  -   -383,830.718 (meters)                     COMP
 DS1496  NAD 83(2011) Y  - -4,269,511.996 (meters)                     COMP
 DS1496  NAD 83(2011) Z  -  4,707,392.755 (meters)                     COMP
 DS1496  LAPLACE CORR    -         -2.45  (seconds)                    DEFLEC18
 DS1496
 DS1496  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DS1496  Standards:
 DS1496         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DS1496            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DS1496  -------------------------------------------------------------------
 DS1496  NETWORK    0.86   1.88           0.40   0.28   0.96      0.05093703
 DS1496  -------------------------------------------------------------------
 DS1496  Click here for local accuracies and other accuracy information.
 DS1496
 DS1496.The horizontal coordinates were established by GPS observations
 DS1496.and adjusted by the MN DEPT OF TRANSP in May 2024.
 DS1496
 DS1496.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DS1496.been affixed to the stable North American tectonic plate. See 
 DS1496.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DS1496
 DS1496.The horizontal coordinates are valid at the epoch date displayed above
 DS1496.which is a decimal equivalence of Year/Month/Day.
 DS1496
 DS1496.The orthometric height was determined by GPS observations and a
 DS1496.high-resolution geoid model using precise GPS observation and
 DS1496.processing techniques.
 DS1496
 DS1496.Significant digits in the geoid height do not necessarily reflect accuracy.
 DS1496.GEOID18 height accuracy estimate available here.
 DS1496
 DS1496.Click photographs - Photos may exist for this station.
 DS1496
 DS1496.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DS1496
 DS1496.The Laplace correction was computed from DEFLEC18 derived deflections.
 DS1496
 DS1496.The ellipsoidal height was determined by GPS observations
 DS1496.and is referenced to NAD 83.
 DS1496
 DS1496. The following values were computed from the NAD 83(2011) position.
 DS1496
 DS1496;                    North         East     Units Scale Factor Converg.
 DS1496;SPC MN N     -   254,240.899   647,629.466   MT  0.99990299   -1 30 35.8
 DS1496;SPC MN N     -   834,122.02  2,124,764.34   sFT  0.99990299   -1 30 35.8
 DS1496;UTM  15      - 5,303,987.895   340,183.299   MT  0.99991386   -1 35 06.9
 DS1496
 DS1496!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DS1496!SPC MN N     -   0.99994705  x   0.99990299  =   0.99985004
 DS1496!UTM  15      -   0.99994705  x   0.99991386  =   0.99986091
 DS1496
 DS1496_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUP4018303987(NAD 83)
 DS1496
 DS1496                          SUPERSEDED SURVEY CONTROL
 DS1496
 DS1496.No superseded survey control is available for this station.
 DS1496
 DS1496_MARKER: I = METAL ROD
 DS1496_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DS1496_STAMPING: 0403 D RESET 2023
 DS1496_MARK LOGO: MNDT
 DS1496_PROJECTION: RECESSED 3 CENTIMETERS
 DS1496_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DS1496_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DS1496_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DS1496+SATELLITE: SATELLITE OBSERVATIONS - July 25, 2023
 DS1496_ROD/PIPE-DEPTH: 4.6 meters
 DS1496
 DS1496  HISTORY     - Date     Condition        Report By
 DS1496  HISTORY     - 20230725 MONUMENTED       MNDT
 DS1496
 DS1496                          STATION DESCRIPTION
 DS1496
 DS1496'DESCRIBED BY MN DEPT OF TRANSP 2023 (AJH)
 DS1496'THE MARK IS LOCATED ABOUT 10.4 MI (16.7 KM) WEST OF REDBY, 9.5 MI
 DS1496'(15.3 KM) NORTH OF DEBS AND 5.6 MI (9.0 KM) WEST OF RED LAKE.
 DS1496'
 DS1496'THE MARK WAS LOCATED ABOUT 5.25 MI (8.45 KM) WEST OF RED LAKE, 4.3 MI
 DS1496'(6.9 KM) WEST ALONG TRUNK HIGHWAY 1 FROM THE JUNCTION OF TRUNK HIGHWAY
 DS1496'1 AND TRUNK HIGHWAY 89 (THE JUNCTION IS 1.0 MI (1.6 KM) WEST OF RED
 DS1496'LAKE), AT TRUNK HIGHWAY 1 MILE POINT 112.85.
 DS1496'
 DS1496'IT IS 55.8 FT (17.0 M) NORTH OF TRUNK HIGHWAY 1, 76.7 FT (23.4 M) EAST
 DS1496'OF AN ENTRANCE, 11.5 FT (3.5 M) EAST OF A POWER POLE AND 1.4 FT (0.4
 DS1496'M) SOUTH OF A WITNESS POST.
 DS1496'
 DS1496'NOTE-THE STATION STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER
 DS1496'ALUMINUM ROD DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION
 DS1496'REMOVABLE DISK SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY
 DS1496'A SIX-INCH PVC PIPE BACK FILLED WITH WASHED SAND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DS1497 ***********************************************************************
 DS1497  HT_MOD      -  This is a Height Modernization Survey Station.
 DS1497  DESIGNATION -  0403 E RESET
 DS1497  PID         -  DS1497
 DS1497  STATE/COUNTY-  MN/BELTRAMI
 DS1497  COUNTRY     -  US
 DS1497  USGS QUAD   -  BAGLEY LAKE (2019)
 DS1497
 DS1497                         *CURRENT SURVEY CONTROL
 DS1497  ______________________________________________________________________
 DS1497* NAD 83(2011) POSITION- 47 52 11.60202(N) 095 09 59.34025(W)   ADJUSTED
 DS1497* NAD 83(2011) ELLIP HT-   336.024 (meters)        (05/14/24)   ADJUSTED
 DS1497* NAD 83(2011) EPOCH   -  2010.00
 DS1497* NAVD 88 ORTHO HEIGHT -   363.98  (meters)     1194.2   (feet) GPS OBS
 DS1497  ______________________________________________________________________
 DS1497  GEOID HEIGHT    -        -27.964 (meters)                     GEOID18
 DS1497  NAD 83(2011) X  -   -386,015.810 (meters)                     COMP
 DS1497  NAD 83(2011) Y  - -4,269,267.454 (meters)                     COMP
 DS1497  NAD 83(2011) Z  -  4,707,433.110 (meters)                     COMP
 DS1497  LAPLACE CORR    -         -2.63  (seconds)                    DEFLEC18
 DS1497
 DS1497  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DS1497  Standards:
 DS1497         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DS1497            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DS1497  -------------------------------------------------------------------
 DS1497  NETWORK    0.81   1.71           0.38   0.25   0.87      0.00873140
 DS1497  -------------------------------------------------------------------
 DS1497  Click here for local accuracies and other accuracy information.
 DS1497
 DS1497.The horizontal coordinates were established by GPS observations
 DS1497.and adjusted by the MN DEPT OF TRANSP in May 2024.
 DS1497
 DS1497.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DS1497.been affixed to the stable North American tectonic plate. See 
 DS1497.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DS1497
 DS1497.The horizontal coordinates are valid at the epoch date displayed above
 DS1497.which is a decimal equivalence of Year/Month/Day.
 DS1497
 DS1497.The orthometric height was determined by GPS observations and a
 DS1497.high-resolution geoid model using precise GPS observation and
 DS1497.processing techniques.
 DS1497
 DS1497.Significant digits in the geoid height do not necessarily reflect accuracy.
 DS1497.GEOID18 height accuracy estimate available here.
 DS1497
 DS1497.Click photographs - Photos may exist for this station.
 DS1497
 DS1497.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DS1497
 DS1497.The Laplace correction was computed from DEFLEC18 derived deflections.
 DS1497
 DS1497.The ellipsoidal height was determined by GPS observations
 DS1497.and is referenced to NAD 83.
 DS1497
 DS1497. The following values were computed from the NAD 83(2011) position.
 DS1497
 DS1497;                    North         East     Units Scale Factor Converg.
 DS1497;SPC MN N     -   254,361.383   645,433.996   MT  0.99990300   -1 31 54.2
 DS1497;SPC MN N     -   834,517.30  2,117,561.37   sFT  0.99990300   -1 31 54.2
 DS1497;UTM  15      - 5,304,111.267   337,987.957   MT  0.99992254   -1 36 25.4
 DS1497
 DS1497!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DS1497!SPC MN N     -   0.99994734  x   0.99990300  =   0.99985034
 DS1497!UTM  15      -   0.99994734  x   0.99992254  =   0.99986988
 DS1497
 DS1497_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUP3798704111(NAD 83)
 DS1497
 DS1497                          SUPERSEDED SURVEY CONTROL
 DS1497
 DS1497.No superseded survey control is available for this station.
 DS1497
 DS1497_MARKER: I = METAL ROD
 DS1497_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DS1497_STAMPING: 0403 E RESET 2023
 DS1497_MARK LOGO: MNDT
 DS1497_PROJECTION: RECESSED 8 CENTIMETERS
 DS1497_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DS1497_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DS1497_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DS1497+SATELLITE: SATELLITE OBSERVATIONS - July 25, 2023
 DS1497_ROD/PIPE-DEPTH: 10.7 meters
 DS1497
 DS1497  HISTORY     - Date     Condition        Report By
 DS1497  HISTORY     - 20230725 MONUMENTED       MNDT
 DS1497
 DS1497                          STATION DESCRIPTION
 DS1497
 DS1497'DESCRIBED BY MN DEPT OF TRANSP 2023 (KMS)
 DS1497'THE MARK IS LOCATED ABOUT 11.8 MI (19.0 KM) WEST OF REDBY, 9.7 MI
 DS1497'(15.6 KM) NORTH OF DEBS AND 7.0 MI (11.3 KM) WEST OF RED LAKE.
 DS1497'
 DS1497'THE MARK WAS LOCATED ABOUT 6.5 MI (10.5 KM) WEST OF RED LAKE, 5.7 MI
 DS1497'(9.2 KM) WEST ALONG TRUNK HIGHWAY 1 FROM THE JUNCTION OF TRUNK HIGHWAY
 DS1497'1 AND TRUNK HIGHWAY 89 (THE JUNCTION IS 1.0 MI (1.6 KM) WEST OF RED
 DS1497'LAKE), AT TRUNK HIGHWAY 1 MILE POINT 111.3.
 DS1497'
 DS1497'IT IS 50.8 FT (15.5 M) NORTH OF TRUNK HIGHWAY 1, 19.9 FT (6.1 M) EAST
 DS1497'OF A POWER POLE AND 17.3 FT (5.3 M) SOUTH OF A WITNESS POST.
 DS1497'
 DS1497'NOTE-THE STATION STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER
 DS1497'ALUMINUM ROD DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION
 DS1497'REMOVABLE DISK SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY
 DS1497'A SIX-INCH PVC PIPE BACK FILLED WITH WASHED SAND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DS1498 ***********************************************************************
 DS1498  HT_MOD      -  This is a Height Modernization Survey Station.
 DS1498  DESIGNATION -  0403 F RESET
 DS1498  PID         -  DS1498
 DS1498  STATE/COUNTY-  MN/BELTRAMI
 DS1498  COUNTRY     -  US
 DS1498  USGS QUAD   -  BAGLEY LAKE (2019)
 DS1498
 DS1498                         *CURRENT SURVEY CONTROL
 DS1498  ______________________________________________________________________
 DS1498* NAD 83(2011) POSITION- 47 52 13.11053(N) 095 11 16.08505(W)   ADJUSTED
 DS1498* NAD 83(2011) ELLIP HT-   336.221 (meters)        (05/14/24)   ADJUSTED
 DS1498* NAD 83(2011) EPOCH   -  2010.00
 DS1498* NAVD 88 ORTHO HEIGHT -   364.16  (meters)     1194.7   (feet) GPS OBS
 DS1498  ______________________________________________________________________
 DS1498  GEOID HEIGHT    -        -27.946 (meters)                     GEOID18
 DS1498  NAD 83(2011) X  -   -387,601.134 (meters)                     COMP
 DS1498  NAD 83(2011) Y  - -4,269,089.252 (meters)                     COMP
 DS1498  NAD 83(2011) Z  -  4,707,464.511 (meters)                     COMP
 DS1498  LAPLACE CORR    -         -2.81  (seconds)                    DEFLEC18
 DS1498
 DS1498  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DS1498  Standards:
 DS1498         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DS1498            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DS1498  -------------------------------------------------------------------
 DS1498  NETWORK    0.77   1.59           0.36   0.25   0.81      0.03511809
 DS1498  -------------------------------------------------------------------
 DS1498  Click here for local accuracies and other accuracy information.
 DS1498
 DS1498.The horizontal coordinates were established by GPS observations
 DS1498.and adjusted by the MN DEPT OF TRANSP in May 2024.
 DS1498
 DS1498.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DS1498.been affixed to the stable North American tectonic plate. See 
 DS1498.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DS1498
 DS1498.The horizontal coordinates are valid at the epoch date displayed above
 DS1498.which is a decimal equivalence of Year/Month/Day.
 DS1498
 DS1498.The orthometric height was determined by GPS observations and a
 DS1498.high-resolution geoid model using precise GPS observation and
 DS1498.processing techniques.
 DS1498
 DS1498.Significant digits in the geoid height do not necessarily reflect accuracy.
 DS1498.GEOID18 height accuracy estimate available here.
 DS1498
 DS1498.Click photographs - Photos may exist for this station.
 DS1498
 DS1498.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DS1498
 DS1498.The Laplace correction was computed from DEFLEC18 derived deflections.
 DS1498
 DS1498.The ellipsoidal height was determined by GPS observations
 DS1498.and is referenced to NAD 83.
 DS1498
 DS1498. The following values were computed from the NAD 83(2011) position.
 DS1498
 DS1498;                    North         East     Units Scale Factor Converg.
 DS1498;SPC MN N     -   254,450.800   643,841.126   MT  0.99990300   -1 32 51.1
 DS1498;SPC MN N     -   834,810.67  2,112,335.43   sFT  0.99990300   -1 32 51.1
 DS1498;UTM  15      - 5,304,202.781   336,395.169   MT  0.99992891   -1 37 22.4
 DS1498
 DS1498!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DS1498!SPC MN N     -   0.99994731  x   0.99990300  =   0.99985031
 DS1498!UTM  15      -   0.99994731  x   0.99992891  =   0.99987622
 DS1498
 DS1498_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUP3639504202(NAD 83)
 DS1498
 DS1498                          SUPERSEDED SURVEY CONTROL
 DS1498
 DS1498.No superseded survey control is available for this station.
 DS1498
 DS1498_MARKER: DD = SURVEY DISK
 DS1498_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DS1498_STAMPING: 0403 F RESET 2023
 DS1498_MARK LOGO: MNDT
 DS1498_PROJECTION: RECESSED 5 CENTIMETERS
 DS1498_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DS1498_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DS1498_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DS1498+SATELLITE: SATELLITE OBSERVATIONS - July 25, 2023
 DS1498_ROD/PIPE-DEPTH: 12.2 meters
 DS1498
 DS1498  HISTORY     - Date     Condition        Report By
 DS1498  HISTORY     - 20230725 MONUMENTED       MNDT
 DS1498
 DS1498                          STATION DESCRIPTION
 DS1498
 DS1498'DESCRIBED BY MN DEPT OF TRANSP 2023 (AJH)
 DS1498'THE MARK IS LOCATED ABOUT 12.8 MI (20.6 KM) WEST OF REDBY, 10.0 MI
 DS1498'(16.1 KM) NORTH-NORTHWEST OF DEBS AND 8.0 MI (12.9 KM) WEST OF RED
 DS1498'LAKE.
 DS1498'
 DS1498'THE MARK WAS LOCATED ABOUT 7.5 MI (12.1 KM) WEST OF RED LAKE, 6.7 MI
 DS1498'(10.8 KM) WEST ALONG TRUNK HIGHWAY 1 FROM THE JUNCTION OF TRUNK
 DS1498'HIGHWAY 1 AND TRUNK HIGHWAY 89 (THE JUNCTION IS 1.0 MI (1.6 KM) WEST
 DS1498'OF RED LAKE), AT TRUNK HIGHWAY 1 MILE POINT 110.3.
 DS1498'
 DS1498'IT IS 53.1 FT (16.2 M) NORTH OF TRUNK HIGHWAY 1, 101.5 FT (30.9 M)
 DS1498'EAST OF A DRIVEWAY FIRE NUMBER 15L4 AND 1.6 FT (0.5 M) SOUTH OF A
 DS1498'WITNESS POST.
 DS1498'
 DS1498'NOTE-THE STATION STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER
 DS1498'ALUMINUM ROD DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION
 DS1498'REMOVABLE DISK SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY
 DS1498'A SIX-INCH PVC PIPE BACK FILLED WITH WASHED SAND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DF7362 ***********************************************************************
 DF7362  DESIGNATION -  0404 A
 DF7362  PID         -  DF7362
 DF7362  STATE/COUNTY-  MN/BELTRAMI
 DF7362  COUNTRY     -  US
 DF7362  USGS QUAD   -  O'BRIEN LOOKOUT TOWER (2019)
 DF7362
 DF7362                         *CURRENT SURVEY CONTROL
 DF7362  ______________________________________________________________________
 DF7362* NAD 83(1986) POSITION- 47 51 38.74   (N) 094 44 33.03   (W)   HD_HELD1
 DF7362* NAVD 88 ORTHO HEIGHT -   367.655 (meters)     1206.21  (feet) ADJUSTED
 DF7362  ______________________________________________________________________
 DF7362  GEOID HEIGHT    -        -28.199 (meters)                     GEOID18
 DF7362  DYNAMIC HEIGHT  -        367.717 (meters)     1206.42  (feet) COMP
 DF7362  MODELED GRAVITY -    980,770.9   (mgal)                       NAVD 88
 DF7362
 DF7362  VERT ORDER      -  SECOND    CLASS I
 DF7362
 DF7362.The horizontal coordinates were determined by differentially corrected
 DF7362.hand held GPS observations or other comparable positioning techniques
 DF7362.and have an estimated accuracy of +/- 3 meters.
 DF7362
 DF7362.The orthometric height was determined by differential leveling and
 DF7362.adjusted by the NATIONAL GEODETIC SURVEY
 DF7362.in October 2007.
 DF7362
 DF7362.Significant digits in the geoid height do not necessarily reflect accuracy.
 DF7362.GEOID18 height accuracy estimate available here.
 DF7362
 DF7362.Click photographs - Photos may exist for this station.
 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     -   252,585.9     677,119.0     MT  (+/- 3 meters HH1 GPS) 
 DF7362
 DF7362_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUP6966902294(NAD 83)
 DF7362
 DF7362                          SUPERSEDED SURVEY CONTROL
 DF7362
 DF7362  NAVD 88 (04/16/04)  367.679  (m)         1206.29   (f) SUPERSEDED  2 1
 DF7362
 DF7362.Superseded values are not recommended for survey control.
 DF7362
 DF7362.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF7362.See file dsdata.pdf to determine how the superseded data were derived.
 DF7362
 DF7362_MARKER: DB = BENCH MARK DISK
 DF7362_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF7362_STAMPING: 0404 A 1961
 DF7362_MARK LOGO: MNHD
 DF7362_PROJECTION: FLUSH
 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 19, 2023
 DF7362
 DF7362  HISTORY     - Date     Condition        Report By
 DF7362  HISTORY     - 19610401 MONUMENTED       MNHD
 DF7362  HISTORY     - 20010710 GOOD             MNDT
 DF7362  HISTORY     - 20120808 GOOD             MNDT
 DF7362  HISTORY     - 20230719 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.
 DF7362
 DF7362                          STATION RECOVERY (2012)
 DF7362
 DF7362'RECOVERY NOTE BY MN DEPT OF TRANSP 2012 (KMS)
 DF7362'THE STATION IS LOCATED ABOUT 8.4 MI (13.5 KM) SOUTH-SOUTHWEST OF SAUM,
 DF7362'8.0 MI (12.9 KM) EAST OF REDBY AND 7.9 MI (12.7 KM) NORTHEAST OF
 DF7362'NEBBISH.
 DF7362'
 DF7362'TO REACH THE MARK GO 14.8 MI (23.8 KM) EAST ALONG TRUNK HIGHWAY 1 FROM
 DF7362'THE JUNCTION OF TRUNK HIGHWAY 1 AND TRUNK HIGHWAY 89 AT TRUNK HIGHWAY
 DF7362'1 MILE POINT 131.8.
 DF7362'
 DF7362'THE MARK IS LOCATED 74.0 FT (22.6 M) NORTH OF TRUNK HIGHWAY 1, 159.0
 DF7362'FT (48.5 M) WEST OF DRIVEWAY NUMBER 9951, 97.0 FT (29.6 M) EAST OF
 DF7362'DRIVEWAY, AT FARM BETWEEN SPRUCE AND PINE GROVES, 1.0 FT (0.3 M) SOUTH
 DF7362'OF A WITNESS POST.
 DF7362
 DF7362                          STATION RECOVERY (2023)
 DF7362
 DF7362'RECOVERY NOTE BY MN DEPT OF TRANSP 2023 (TJD)
 DF7362'14.8 MI (23.8 KM) EAST ALONG TRUNK HIGHWAY 1 FROM THE JUNCTION OF
 DF7362'TRUNK HIGHWAY 1 AND TRUNK HIGHWAY 89 (THE JUNCTION IS 1.0 MI (1.6 KM)
 DF7362'EAST OF RED LAKE), AT TRUNK HIGHWAY 1 MILE POINT 131.8, 74.0 FT (22.6
 DF7362'M) NORTH OF TRUNK HIGHWAY 1, 159.0 FT (48.5 M) WEST OF DRIVEWAY NUMBER
 DF7362'9951, 97.0 FT (29.6 M) EAST OF A DRIVEWAY, AT A FARM BETWEEN A SPRUCE
 DF7362'AND PINE GROVES, 1.0 FT (0.3 M) SOUTH OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DS1488 ***********************************************************************
 DS1488  HT_MOD      -  This is a Height Modernization Survey Station.
 DS1488  DESIGNATION -  0404 AA
 DS1488  PID         -  DS1488
 DS1488  STATE/COUNTY-  MN/BELTRAMI
 DS1488  COUNTRY     -  US
 DS1488  USGS QUAD   -  NEBISH (2019)
 DS1488
 DS1488                         *CURRENT SURVEY CONTROL
 DS1488  ______________________________________________________________________
 DS1488* NAD 83(2011) POSITION- 47 51 38.95137(N) 094 47 04.61116(W)   ADJUSTED
 DS1488* NAD 83(2011) ELLIP HT-   344.100 (meters)        (05/14/24)   ADJUSTED
 DS1488* NAD 83(2011) EPOCH   -  2010.00
 DS1488* NAVD 88 ORTHO HEIGHT -   372.28  (meters)     1221.4   (feet) GPS OBS
 DS1488  ______________________________________________________________________
 DS1488  GEOID HEIGHT    -        -28.192 (meters)                     GEOID18
 DS1488  NAD 83(2011) X  -   -357,616.146 (meters)                     COMP
 DS1488  NAD 83(2011) Y  - -4,272,496.016 (meters)                     COMP
 DS1488  NAD 83(2011) Z  -  4,706,762.531 (meters)                     COMP
 DS1488  LAPLACE CORR    -         -0.70  (seconds)                    DEFLEC18
 DS1488
 DS1488  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DS1488  Standards:
 DS1488         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DS1488            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DS1488  -------------------------------------------------------------------
 DS1488  NETWORK    0.84   1.67           0.39   0.27   0.85      0.03464732
 DS1488  -------------------------------------------------------------------
 DS1488  Click here for local accuracies and other accuracy information.
 DS1488
 DS1488.The horizontal coordinates were established by GPS observations
 DS1488.and adjusted by the MN DEPT OF TRANSP in May 2024.
 DS1488
 DS1488.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DS1488.been affixed to the stable North American tectonic plate. See 
 DS1488.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DS1488
 DS1488.The horizontal coordinates are valid at the epoch date displayed above
 DS1488.which is a decimal equivalence of Year/Month/Day.
 DS1488
 DS1488.The orthometric height was determined by GPS observations and a
 DS1488.high-resolution geoid model using precise GPS observation and
 DS1488.processing techniques.
 DS1488
 DS1488.Significant digits in the geoid height do not necessarily reflect accuracy.
 DS1488.GEOID18 height accuracy estimate available here.
 DS1488
 DS1488.Click photographs - Photos may exist for this station.
 DS1488
 DS1488.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DS1488
 DS1488.The Laplace correction was computed from DEFLEC18 derived deflections.
 DS1488
 DS1488.The ellipsoidal height was determined by GPS observations
 DS1488.and is referenced to NAD 83.
 DS1488
 DS1488. The following values were computed from the NAD 83(2011) position.
 DS1488
 DS1488;                    North         East     Units Scale Factor Converg.
 DS1488;SPC MN N     -   252,660.250   673,969.519   MT  0.99990291   -1 14 55.2
 DS1488;SPC MN N     -   828,936.17  2,211,181.66   sFT  0.99990291   -1 14 55.2
 DS1488;UTM  15      - 5,302,372.798   366,520.258   MT  0.99981894   -1 19 24.7
 DS1488
 DS1488!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DS1488!SPC MN N     -   0.99994607  x   0.99990291  =   0.99984899
 DS1488!UTM  15      -   0.99994607  x   0.99981894  =   0.99976502
 DS1488
 DS1488_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUP6652002372(NAD 83)
 DS1488
 DS1488                          SUPERSEDED SURVEY CONTROL
 DS1488
 DS1488.No superseded survey control is available for this station.
 DS1488
 DS1488_MARKER: F = FLANGE-ENCASED ROD
 DS1488_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DS1488_STAMPING: 0404 AA 2023
 DS1488_MARK LOGO: MNDT
 DS1488_PROJECTION: RECESSED 5 CENTIMETERS
 DS1488_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DS1488_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DS1488_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DS1488+SATELLITE: SATELLITE OBSERVATIONS - August 08, 2023
 DS1488_ROD/PIPE-DEPTH: 9.8 meters
 DS1488
 DS1488  HISTORY     - Date     Condition        Report By
 DS1488  HISTORY     - 20230808 MONUMENTED       MNDT
 DS1488
 DS1488                          STATION DESCRIPTION
 DS1488
 DS1488'DESCRIBED BY MN DEPT OF TRANSP 2023 (TJD)
 DS1488'THE MARK IS LOCATED ABOUT 9.3 MI (15.0 KM) SOUTH-SOUTHWEST OF SAUM,
 DS1488'6.8 MI (10.9 KM) NORTH-NORTHEAST OF NEBISH AND 6.1 MI (9.8 KM)
 DS1488'EAST-SOUTHEAST OF REDBY.
 DS1488'
 DS1488'THE MARK WAS LOCATED ABOUT 12.0 MI (19.3 KM) EAST RED LAKE, 12.8 MI
 DS1488'(20.6 KM) EAST ALONG TRUNK HIGHWAY 1 FROM THE JUNCTION OF TRUNK
 DS1488'HIGHWAY 1 AND TRUNK HIGHWAY 89 (THE JUNCTION IS 1.0 MI (1.6 KM) WEST
 DS1488'OF RED LAKE), AT TRUNK HIGHWAY MILE POINT 129.9.
 DS1488'
 DS1488'IT IS 30.9 FT (9.4 M) SOUTH OF TRUNK HIGHWAY 1, 30.9 FT (9.4 M) EAST
 DS1488'OF A FIELD ENTRANCE, 20.6 FT (6.3 M) WEST OF A CABLE BOX NUMBER 5 C 23
 DS1488'AND 1.5 FT (0.5 M) NORTH OF A WITNESS POST.
 DS1488'
 DS1488'NOTE-THE STATION STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER
 DS1488'ALUMINUM ROD DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION
 DS1488'REMOVABLE DISK SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY
 DS1488'A SIX-INCH PVC PIPE BACK FILLED WITH WASHED SAND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DS1486 ***********************************************************************
 DS1486  HT_MOD      -  This is a Height Modernization Survey Station.
 DS1486  DESIGNATION -  0404 AB
 DS1486  PID         -  DS1486
 DS1486  STATE/COUNTY-  MN/BELTRAMI
 DS1486  COUNTRY     -  US
 DS1486  USGS QUAD   -  O'BRIEN LOOKOUT TOWER (2019)
 DS1486
 DS1486                         *CURRENT SURVEY CONTROL
 DS1486  ______________________________________________________________________
 DS1486* NAD 83(2011) POSITION- 47 51 38.31477(N) 094 44 35.50301(W)   ADJUSTED
 DS1486* NAD 83(2011) ELLIP HT-   338.590 (meters)        (05/14/24)   ADJUSTED
 DS1486* NAD 83(2011) EPOCH   -  2010.00
 DS1486* NAVD 88 ORTHO HEIGHT -   366.78  (meters)     1203.3   (feet) GPS OBS
 DS1486  ______________________________________________________________________
 DS1486  GEOID HEIGHT    -        -28.199 (meters)                     GEOID18
 DS1486  NAD 83(2011) X  -   -354,528.379 (meters)                     COMP
 DS1486  NAD 83(2011) Y  - -4,272,764.265 (meters)                     COMP
 DS1486  NAD 83(2011) Z  -  4,706,745.253 (meters)                     COMP
 DS1486  LAPLACE CORR    -         -0.56  (seconds)                    DEFLEC18
 DS1486
 DS1486  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DS1486  Standards:
 DS1486         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DS1486            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DS1486  -------------------------------------------------------------------
 DS1486  NETWORK    0.85   1.78           0.40   0.27   0.91      0.02536504
 DS1486  -------------------------------------------------------------------
 DS1486  Click here for local accuracies and other accuracy information.
 DS1486
 DS1486.The horizontal coordinates were established by GPS observations
 DS1486.and adjusted by the MN DEPT OF TRANSP in May 2024.
 DS1486
 DS1486.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DS1486.been affixed to the stable North American tectonic plate. See 
 DS1486.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DS1486
 DS1486.The horizontal coordinates are valid at the epoch date displayed above
 DS1486.which is a decimal equivalence of Year/Month/Day.
 DS1486
 DS1486.The orthometric height was determined by GPS observations and a
 DS1486.high-resolution geoid model using precise GPS observation and
 DS1486.processing techniques.
 DS1486
 DS1486.Significant digits in the geoid height do not necessarily reflect accuracy.
 DS1486.GEOID18 height accuracy estimate available here.
 DS1486
 DS1486.Click photographs - Photos may exist for this station.
 DS1486
 DS1486.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DS1486
 DS1486.The Laplace correction was computed from DEFLEC18 derived deflections.
 DS1486
 DS1486.The ellipsoidal height was determined by GPS observations
 DS1486.and is referenced to NAD 83.
 DS1486
 DS1486. The following values were computed from the NAD 83(2011) position.
 DS1486
 DS1486;                    North         East     Units Scale Factor Converg.
 DS1486;SPC MN N     -   252,573.895   677,067.289   MT  0.99990291   -1 13 04.7
 DS1486;SPC MN N     -   828,652.85  2,221,344.93   sFT  0.99990291   -1 13 04.7
 DS1486;UTM  15      - 5,302,282.405   369,617.637   MT  0.99980889   -1 17 34.0
 DS1486
 DS1486!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DS1486!SPC MN N     -   0.99994693  x   0.99990291  =   0.99984985
 DS1486!UTM  15      -   0.99994693  x   0.99980889  =   0.99975583
 DS1486
 DS1486_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUP6961702282(NAD 83)
 DS1486
 DS1486                          SUPERSEDED SURVEY CONTROL
 DS1486
 DS1486.No superseded survey control is available for this station.
 DS1486
 DS1486_MARKER: F = FLANGE-ENCASED ROD
 DS1486_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DS1486_STAMPING: 0404 AB 2023
 DS1486_MARK LOGO: MNDT
 DS1486_PROJECTION: RECESSED 5 CENTIMETERS
 DS1486_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DS1486_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DS1486_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DS1486+SATELLITE: SATELLITE OBSERVATIONS - August 08, 2023
 DS1486_ROD/PIPE-DEPTH: 8.2 meters
 DS1486
 DS1486  HISTORY     - Date     Condition        Report By
 DS1486  HISTORY     - 20230808 MONUMENTED       MNDT
 DS1486
 DS1486                          STATION DESCRIPTION
 DS1486
 DS1486'DESCRIBED BY MN DEPT OF TRANSP 2023 (TJD)
 DS1486'THE MARK IS LOCATED ABOUT 8.5 MI (13.7 KM) SOUTH-SOUTHWEST OF SAUM,
 DS1486'8.0 MI (12.9 KM) EAST OF REDBY AND 7.8 MI (12.6 KM) NORTHEAST OF
 DS1486'NEBISH.  OWNERSHIP--ROAD RIGHT-OF-WAY.
 DS1486'
 DS1486'TO REACH FROM THE INTERSECTION OF TO THE STATION ON THE THE MARK WAS
 DS1486'LOCATED ABOUT 14.8 MI (23.8 KM) EAST OF RED LAKE, 15.8 MI (25.4 KM)
 DS1486'EAST ALONG TRUNK HIGHWAY 1 FROM THE JUNCTION OF TRUNK HIGHWAY 1 AND
 DS1486'TRUNK HIGHWAY 89 (THE JUNCTION IS 1.0 MI (1.6 KM) WEST OF RED LAKE),
 DS1486'AT TRUNK HIGHWAY 1 MILE POINT 131.75.
 DS1486'
 DS1486'IT IS 32.2 FT (9.8 M) NORTH OF TRUNK HIGHWAY 1, 73.7 FT (22.5 M) WEST
 DS1486'OF A DRIVEWAY AND 1.5 FT (0.5 M) SOUTH OF A WITNESS POST.
 DS1486'
 DS1486'NOTE-THE STATION STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER
 DS1486'ALUMINUM ROD DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION
 DS1486'REMOVABLE DISK SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY
 DS1486'A SIX-INCH PVC PIPE BACK FILLED WITH WASHED SAND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DS1485 ***********************************************************************
 DS1485  HT_MOD      -  This is a Height Modernization Survey Station.
 DS1485  DESIGNATION -  0404 AC
 DS1485  PID         -  DS1485
 DS1485  STATE/COUNTY-  MN/BELTRAMI
 DS1485  COUNTRY     -  US
 DS1485  USGS QUAD   -  SAUM (2019)
 DS1485
 DS1485                         *CURRENT SURVEY CONTROL
 DS1485  ______________________________________________________________________
 DS1485* NAD 83(2011) POSITION- 47 52 32.17599(N) 094 42 24.21502(W)   ADJUSTED
 DS1485* NAD 83(2011) ELLIP HT-   338.511 (meters)        (05/14/24)   ADJUSTED
 DS1485* NAD 83(2011) EPOCH   -  2010.00
 DS1485* NAVD 88 ORTHO HEIGHT -   366.74  (meters)     1203.2   (feet) GPS OBS
 DS1485  ______________________________________________________________________
 DS1485  GEOID HEIGHT    -        -28.234 (meters)                     GEOID18
 DS1485  NAD 83(2011) X  -   -351,707.444 (meters)                     COMP
 DS1485  NAD 83(2011) Y  - -4,271,759.421 (meters)                     COMP
 DS1485  NAD 83(2011) Z  -  4,707,861.215 (meters)                     COMP
 DS1485  LAPLACE CORR    -         -0.44  (seconds)                    DEFLEC18
 DS1485
 DS1485  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DS1485  Standards:
 DS1485         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DS1485            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DS1485  -------------------------------------------------------------------
 DS1485  NETWORK    0.76   1.49           0.35   0.25   0.76     -0.01410563
 DS1485  -------------------------------------------------------------------
 DS1485  Click here for local accuracies and other accuracy information.
 DS1485
 DS1485.The horizontal coordinates were established by GPS observations
 DS1485.and adjusted by the MN DEPT OF TRANSP in May 2024.
 DS1485
 DS1485.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DS1485.been affixed to the stable North American tectonic plate. See 
 DS1485.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DS1485
 DS1485.The horizontal coordinates are valid at the epoch date displayed above
 DS1485.which is a decimal equivalence of Year/Month/Day.
 DS1485
 DS1485.The orthometric height was determined by GPS observations and a
 DS1485.high-resolution geoid model using precise GPS observation and
 DS1485.processing techniques.
 DS1485
 DS1485.Significant digits in the geoid height do not necessarily reflect accuracy.
 DS1485.GEOID18 height accuracy estimate available here.
 DS1485
 DS1485.Click photographs - Photos may exist for this station.
 DS1485
 DS1485.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DS1485
 DS1485.The Laplace correction was computed from DEFLEC18 derived deflections.
 DS1485
 DS1485.The ellipsoidal height was determined by GPS observations
 DS1485.and is referenced to NAD 83.
 DS1485
 DS1485. The following values were computed from the NAD 83(2011) position.
 DS1485
 DS1485;                    North         East     Units Scale Factor Converg.
 DS1485;SPC MN N     -   254,179.549   679,829.818   MT  0.99990306   -1 11 27.4
 DS1485;SPC MN N     -   833,920.74  2,230,408.33   sFT  0.99990306   -1 11 27.4
 DS1485;UTM  15      - 5,303,884.286   372,381.992   MT  0.99980013   -1 15 57.7
 DS1485
 DS1485!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DS1485!SPC MN N     -   0.99994695  x   0.99990306  =   0.99985001
 DS1485!UTM  15      -   0.99994695  x   0.99980013  =   0.99974709
 DS1485
 DS1485_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUP7238103884(NAD 83)
 DS1485
 DS1485                          SUPERSEDED SURVEY CONTROL
 DS1485
 DS1485.No superseded survey control is available for this station.
 DS1485
 DS1485_MARKER: F = FLANGE-ENCASED ROD
 DS1485_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DS1485_STAMPING: 0404 AC 2023
 DS1485_MARK LOGO: MNDT
 DS1485_PROJECTION: RECESSED 8 CENTIMETERS
 DS1485_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DS1485_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DS1485_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DS1485+SATELLITE: SATELLITE OBSERVATIONS - August 08, 2023
 DS1485_ROD/PIPE-DEPTH: 11.3 meters
 DS1485
 DS1485  HISTORY     - Date     Condition        Report By
 DS1485  HISTORY     - 20230808 MONUMENTED       MNDT
 DS1485
 DS1485                          STATION DESCRIPTION
 DS1485
 DS1485'DESCRIBED BY MN DEPT OF TRANSP 2023 (TJD)
 DS1485'THE MARK IS LOCATED ABOUT 9.7 MI (15.6 KM) NORTHEAST OF NEBISH, 9.6 MI
 DS1485'(15.4 KM) EAST OF REDBY AND 7.0 MI (11.3 KM) SOUTH-SOUTHWEST OF SAUM.
 DS1485'
 DS1485'THE MARK WAS LOCATED ABOUT 12.3 MI (19.8 KM) WEST OF SHOOKS, 12.3 MI
 DS1485'(19.8 KM) WEST ALONG TRUNK HIGHWAY 1 FROM THE EAST JUNCTION OF TRUNK
 DS1485'HIGHWAY 1 AND TRUNK HIGHWAY 72 IN SHOOKS, AT TRUNK HIGHWAY 1 MILE
 DS1485'POINT 133.95.
 DS1485'
 DS1485'IT IS 68.7 FT (20.9 M) NORTH OF TRUNK HIGHWAY 1, 15.3 FT (4.7 M) EAST
 DS1485'OF A FIELD ENTRANCE, 5.5 FT (1.7 M) SOUTH OF A FENCE AND 5.2 FT (1.6
 DS1485'M) SOUTH OF A WITNESS POST.
 DS1485'
 DS1485'NOTE-THE STATION STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER
 DS1485'ALUMINUM ROD DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION
 DS1485'REMOVABLE DISK SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY
 DS1485'A SIX-INCH PVC PIPE BACK FILLED WITH WASHED SAND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DP2277 ***********************************************************************
 DP2277  DESIGNATION -  0404 D RESET
 DP2277  PID         -  DP2277
 DP2277  STATE/COUNTY-  MN/BELTRAMI
 DP2277  COUNTRY     -  US
 DP2277  USGS QUAD   -  BORDEN LAKE (2019)
 DP2277
 DP2277                         *CURRENT SURVEY CONTROL
 DP2277  ______________________________________________________________________
 DP2277* NAD 83(2011) POSITION- 47 52 27.86810(N) 094 34 03.34327(W)   ADJUSTED
 DP2277* NAD 83(2011) ELLIP HT-   367.376 (meters)        (03/13/23)   ADJUSTED
 DP2277* NAD 83(2011) EPOCH   -  2010.00
 DP2277* NAVD 88 ORTHO HEIGHT -   395.639 (meters)     1298.03  (feet) ADJUSTED
 DP2277  ______________________________________________________________________
 DP2277  GEOID HEIGHT    -        -28.246 (meters)                     GEOID18
 DP2277  NAD 83(2011) X  -   -341,342.727 (meters)                     COMP
 DP2277  NAD 83(2011) Y  - -4,272,718.549 (meters)                     COMP
 DP2277  NAD 83(2011) Z  -  4,707,793.375 (meters)                     COMP
 DP2277  LAPLACE CORR    -         -0.59  (seconds)                    DEFLEC18
 DP2277  DYNAMIC HEIGHT  -        395.707 (meters)     1298.25  (feet) COMP
 DP2277  MODELED GRAVITY -    980,770.8   (mgal)                       NAVD 88
 DP2277
 DP2277  VERT ORDER      -  SECOND    CLASS I
 DP2277
 DP2277  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DP2277  Standards:
 DP2277         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DP2277            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DP2277  -------------------------------------------------------------------
 DP2277  NETWORK    1.02   1.53           0.48   0.32   0.78      0.11439701
 DP2277  -------------------------------------------------------------------
 DP2277  Click here for local accuracies and other accuracy information.
 DP2277
 DP2277.The horizontal coordinates were established by GPS observations
 DP2277.and adjusted by the MN DEPT OF TRANSP in March 2023.
 DP2277
 DP2277.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DP2277.been affixed to the stable North American tectonic plate. See 
 DP2277.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DP2277
 DP2277.The horizontal coordinates are valid at the epoch date displayed above
 DP2277.which is a decimal equivalence of Year/Month/Day.
 DP2277
 DP2277.The orthometric height was determined by differential leveling and
 DP2277.adjusted by the NATIONAL GEODETIC SURVEY
 DP2277.in September 2014.
 DP2277
 DP2277.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP2277.GEOID18 height accuracy estimate available here.
 DP2277
 DP2277.Click photographs - Photos may exist for this station.
 DP2277
 DP2277.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DP2277
 DP2277.The Laplace correction was computed from DEFLEC18 derived deflections.
 DP2277
 DP2277.The ellipsoidal height was determined by GPS observations
 DP2277.and is referenced to NAD 83.
 DP2277
 DP2277.The dynamic height is computed by dividing the NAVD 88
 DP2277.geopotential number by the normal gravity value computed on the
 DP2277.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP2277.degrees latitude (g = 980.6199 gals.).
 DP2277
 DP2277.The modeled gravity was interpolated from observed gravity values.
 DP2277
 DP2277. The following values were computed from the NAD 83(2011) position.
 DP2277
 DP2277;                    North         East     Units Scale Factor Converg.
 DP2277;SPC MN N     -   253,839.604   690,231.863   MT  0.99990305   -1 05 16.1
 DP2277;SPC MN N     -   832,805.43  2,264,535.70   sFT  0.99990305   -1 05 16.1
 DP2277;UTM  15      - 5,303,530.761   382,782.347   MT  0.99976884   -1 09 46.0
 DP2277
 DP2277!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DP2277!SPC MN N     -   0.99994242  x   0.99990305  =   0.99984548
 DP2277!UTM  15      -   0.99994242  x   0.99976884  =   0.99971128
 DP2277
 DP2277_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUP8278203530(NAD 83)
 DP2277
 DP2277                          SUPERSEDED SURVEY CONTROL
 DP2277
 DP2277.No superseded survey control is available for this station.
 DP2277
 DP2277_MARKER: I = METAL ROD
 DP2277_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DP2277_STAMPING: 0404 D RESET 2012
 DP2277_MARK LOGO: MNDT
 DP2277_PROJECTION: RECESSED 10 CENTIMETERS
 DP2277_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DP2277_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DP2277_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP2277+SATELLITE: SATELLITE OBSERVATIONS - November 15, 2022
 DP2277_ROD/PIPE-DEPTH: 3.0 meters
 DP2277
 DP2277  HISTORY     - Date     Condition        Report By
 DP2277  HISTORY     - 20120808 MONUMENTED       MNDT
 DP2277  HISTORY     - 20211101 GOOD             MNDT
 DP2277  HISTORY     - 20221115 GOOD             MNDT
 DP2277
 DP2277                          STATION DESCRIPTION
 DP2277
 DP2277'DESCRIBED BY MN DEPT OF TRANSP 2012
 DP2277'THE STATION IS LOCATED ABOUT 8.9 MI (14.3 KM) NORTHWEST OF FUNKLEY,
 DP2277'8.6 MI (13.8 KM) SOUTHEAST OF SAUM AND 7.2 MI (11.6 KM) SOUTHWEST OF
 DP2277'KELLIHER.
 DP2277'
 DP2277'TO REACH THE MARK GO 0.9 MI (1.4 KM) WEST ALONG TRUNK HIGHWAY 1 FROM
 DP2277'THE JUNCTION OF TRUNK HIGHWAY 1 AND TRUNK HIGHWAY 72 (JUNCTION IS 5 MI
 DP2277'(8.0 KM) WEST OF SHOOK'S, AT TRUNK HIGHWAY 1 MILE POINT 140.45.
 DP2277'
 DP2277'THE MARK IS LOCATED 70.8 FT (21.6 M) SOUTH OF TRUNK HIGHWAY 1, 112.2
 DP2277'FT (34.2 M) EAST OF DRIVEWAY NUMBER 22020, 1.9 FT (0.6 M) NORTH OF A
 DP2277'WITNESS POST.
 DP2277'
 DP2277'NOTE - THE STATION MARK CONSISTS OF A 3/4 INCH (19 MM) DIAMETER
 DP2277'ALUMINUM ROD DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL MARK
 DP2277'REMOVABLE DISK SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY
 DP2277'A SIX-INCH PVC PIPE BACKFILLED WITH WASHED SAND.
 DP2277
 DP2277                          STATION RECOVERY (2021)
 DP2277
 DP2277'RECOVERY NOTE BY MN DEPT OF TRANSP 2021 (KMS)
 DP2277'RECOVERED IN GOOD CONDITION.
 DP2277
 DP2277                          STATION RECOVERY (2022)
 DP2277
 DP2277'RECOVERY NOTE BY MN DEPT OF TRANSP 2022 (AXH)
 DP2277'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DP2278 ***********************************************************************
 DP2278  DESIGNATION -  0404 E RESET
 DP2278  PID         -  DP2278
 DP2278  STATE/COUNTY-  MN/BELTRAMI
 DP2278  COUNTRY     -  US
 DP2278  USGS QUAD   -  BORDEN LAKE (2019)
 DP2278
 DP2278                         *CURRENT SURVEY CONTROL
 DP2278  ______________________________________________________________________
 DP2278* NAD 83(2011) POSITION- 47 52 28.27093(N) 094 35 28.46876(W)   ADJUSTED
 DP2278* NAD 83(2011) ELLIP HT-   362.410 (meters)        (03/13/23)   ADJUSTED
 DP2278* NAD 83(2011) EPOCH   -  2010.00
 DP2278* NAVD 88 ORTHO HEIGHT -   390.651 (meters)     1281.66  (feet) ADJUSTED
 DP2278  ______________________________________________________________________
 DP2278  GEOID HEIGHT    -        -28.243 (meters)                     GEOID18
 DP2278  NAD 83(2011) X  -   -343,105.044 (meters)                     COMP
 DP2278  NAD 83(2011) Y  - -4,272,564.794 (meters)                     COMP
 DP2278  NAD 83(2011) Z  -  4,707,798.037 (meters)                     COMP
 DP2278  LAPLACE CORR    -         -0.35  (seconds)                    DEFLEC18
 DP2278  DYNAMIC HEIGHT  -        390.717 (meters)     1281.88  (feet) COMP
 DP2278  MODELED GRAVITY -    980,769.3   (mgal)                       NAVD 88
 DP2278
 DP2278  VERT ORDER      -  SECOND    CLASS I
 DP2278
 DP2278  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DP2278  Standards:
 DP2278         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DP2278            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DP2278  -------------------------------------------------------------------
 DP2278  NETWORK    0.84   1.27           0.39   0.27   0.65      0.09615464
 DP2278  -------------------------------------------------------------------
 DP2278  Click here for local accuracies and other accuracy information.
 DP2278
 DP2278.The horizontal coordinates were established by GPS observations
 DP2278.and adjusted by the MN DEPT OF TRANSP in March 2023.
 DP2278
 DP2278.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DP2278.been affixed to the stable North American tectonic plate. See 
 DP2278.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DP2278
 DP2278.The horizontal coordinates are valid at the epoch date displayed above
 DP2278.which is a decimal equivalence of Year/Month/Day.
 DP2278
 DP2278.The orthometric height was determined by differential leveling and
 DP2278.adjusted by the NATIONAL GEODETIC SURVEY
 DP2278.in September 2014.
 DP2278
 DP2278.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP2278.GEOID18 height accuracy estimate available here.
 DP2278
 DP2278.Click photographs - Photos may exist for this station.
 DP2278
 DP2278.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DP2278
 DP2278.The Laplace correction was computed from DEFLEC18 derived deflections.
 DP2278
 DP2278.The ellipsoidal height was determined by GPS observations
 DP2278.and is referenced to NAD 83.
 DP2278
 DP2278.The dynamic height is computed by dividing the NAVD 88
 DP2278.geopotential number by the normal gravity value computed on the
 DP2278.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP2278.degrees latitude (g = 980.6199 gals.).
 DP2278
 DP2278.The modeled gravity was interpolated from observed gravity values.
 DP2278
 DP2278. The following values were computed from the NAD 83(2011) position.
 DP2278
 DP2278;                    North         East     Units Scale Factor Converg.
 DP2278;SPC MN N     -   253,885.891   688,463.731   MT  0.99990305   -1 06 19.2
 DP2278;SPC MN N     -   832,957.29  2,258,734.76   sFT  0.99990305   -1 06 19.2
 DP2278;UTM  15      - 5,303,579.356   381,014.510   MT  0.99977397   -1 10 49.2
 DP2278
 DP2278!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DP2278!SPC MN N     -   0.99994320  x   0.99990305  =   0.99984626
 DP2278!UTM  15      -   0.99994320  x   0.99977397  =   0.99971718
 DP2278
 DP2278_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUP8101403579(NAD 83)
 DP2278
 DP2278                          SUPERSEDED SURVEY CONTROL
 DP2278
 DP2278.No superseded survey control is available for this station.
 DP2278
 DP2278_MARKER: I = METAL ROD
 DP2278_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DP2278_STAMPING: 0404 E RESET 2012
 DP2278_MARK LOGO: MNDT
 DP2278_PROJECTION: FLUSH
 DP2278_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DP2278_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DP2278_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP2278+SATELLITE: SATELLITE OBSERVATIONS - November 16, 2022
 DP2278_ROD/PIPE-DEPTH: 4.6 meters
 DP2278
 DP2278  HISTORY     - Date     Condition        Report By
 DP2278  HISTORY     - 20120808 MONUMENTED       MNDT
 DP2278  HISTORY     - 20221116 GOOD             MNDT
 DP2278
 DP2278                          STATION DESCRIPTION
 DP2278
 DP2278'DESCRIBED BY MN DEPT OF TRANSP 2012
 DP2278'THE STATION IS LOCATED ABOUT 9.7 MI (15.6 KM) NORTHWEST OF FUNKLEY,
 DP2278'8.1 MI (13.0 KM) SOUTHWEST OF KELLIHER AND 8.0 MI (12.9 KM)
 DP2278'SOUTH-SOUTHEAST OF SAUM.
 DP2278'
 DP2278'TO REACH THE MARK GO 2 MI (3.2 KM) WEST ALONG TRUNK HIGHWAY 1 FROM THE
 DP2278'JUNCTION OF TRUNK HIGHWAY 1 AND TRUNK HIGHWAY 72 (JUNCTION IS 5 MI
 DP2278'(8.0 KM) WEST OF SHOOK'S, AT TRUNK HIGHWAY 1 MILE POINT 139.35.
 DP2278'
 DP2278'THE MARK IS LOCATED 97.7 FT (29.8 M) SOUTH OF TRUNK HIGHWAY 1, 97.5 FT
 DP2278'(29.7 M) WEST OF COUNTY ROAD 37 (CORLAN ROAD NORTHEAST), 2.5 FT (0.8
 DP2278'M) NORTH OF A WITNESS POST.
 DP2278'
 DP2278'NOTE - THE STATION MARK CONSISTS OF A 3/4 INCH (19 MM) DIAMETER
 DP2278'ALUMINUM ROD DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL MARK
 DP2278'REMOVABLE DISK SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY
 DP2278'A SIX-INCH PVC PIPE BACKFILLED WITH WASHED SAND.
 DP2278
 DP2278                          STATION RECOVERY (2022)
 DP2278
 DP2278'RECOVERY NOTE BY MN DEPT OF TRANSP 2022 (AXH)
 DP2278'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DE9727 ***********************************************************************
 DE9727  DESIGNATION -  0404 F
 DE9727  PID         -  DE9727
 DE9727  STATE/COUNTY-  MN/BELTRAMI
 DE9727  COUNTRY     -  US
 DE9727  USGS QUAD   -  SAUM NE (2019)
 DE9727
 DE9727                         *CURRENT SURVEY CONTROL
 DE9727  ______________________________________________________________________
 DE9727* NAD 83(2011) POSITION- 47 52 31.20747(N) 094 36 43.83409(W)   ADJUSTED
 DE9727* NAD 83(2011) ELLIP HT-   354.666 (meters)        (06/27/12)   ADJUSTED
 DE9727* NAD 83(2011) EPOCH   -  2010.00
 DE9727* NAVD 88 ORTHO HEIGHT -   382.909 (meters)     1256.26  (feet) ADJUSTED
 DE9727  ______________________________________________________________________
 DE9727  GEOID HEIGHT    -        -28.242 (meters)                     GEOID18
 DE9727  NAD 83(2011) X  -   -344,660.309 (meters)                     COMP
 DE9727  NAD 83(2011) Y  - -4,272,366.913 (meters)                     COMP
 DE9727  NAD 83(2011) Z  -  4,707,853.132 (meters)                     COMP
 DE9727  LAPLACE CORR    -         -0.26  (seconds)                    DEFLEC18
 DE9727  DYNAMIC HEIGHT  -        382.974 (meters)     1256.47  (feet) COMP
 DE9727  MODELED GRAVITY -    980,771.1   (mgal)                       NAVD 88
 DE9727
 DE9727  VERT ORDER      -  SECOND    CLASS I
 DE9727
 DE9727  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DE9727  Standards:
 DE9727         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DE9727            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DE9727  -------------------------------------------------------------------
 DE9727  NETWORK    0.64   0.63           0.30   0.21   0.32      0.06151151
 DE9727  -------------------------------------------------------------------
 DE9727  Click here for local accuracies and other accuracy information.
 DE9727
 DE9727.The horizontal coordinates were established by GPS observations
 DE9727.and adjusted by the National Geodetic Survey in June 2012.
 DE9727
 DE9727.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DE9727.been affixed to the stable North American tectonic plate. See 
 DE9727.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DE9727
 DE9727.The horizontal coordinates are valid at the epoch date displayed above
 DE9727.which is a decimal equivalence of Year/Month/Day.
 DE9727
 DE9727.The orthometric height was determined by differential leveling and
 DE9727.adjusted by the NATIONAL GEODETIC SURVEY
 DE9727.in October 2007.
 DE9727
 DE9727.Significant digits in the geoid height do not necessarily reflect accuracy.
 DE9727.GEOID18 height accuracy estimate available here.
 DE9727
 DE9727.Click photographs - Photos may exist for this station.
 DE9727
 DE9727.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DE9727
 DE9727.The Laplace correction was computed from DEFLEC18 derived deflections.
 DE9727
 DE9727.The ellipsoidal height was determined by GPS observations
 DE9727.and is referenced to NAD 83.
 DE9727
 DE9727.The dynamic height is computed by dividing the NAVD 88
 DE9727.geopotential number by the normal gravity value computed on the
 DE9727.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE9727.degrees latitude (g = 980.6199 gals.).
 DE9727
 DE9727.The modeled gravity was interpolated from observed gravity values.
 DE9727
 DE9727. The following values were computed from the NAD 83(2011) position.
 DE9727
 DE9727;                    North         East     Units Scale Factor Converg.
 DE9727;SPC MN N     -   254,006.980   686,899.899   MT  0.99990306   -1 07 15.1
 DE9727;SPC MN N     -   833,354.57  2,253,604.09   sFT  0.99990306   -1 07 15.1
 DE9727;UTM  15      - 5,303,702.477   379,451.037   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  =   0.99972300
 DE9727
 DE9727_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUP7945103702(NAD 83)
 DE9727
 DE9727                          SUPERSEDED SURVEY CONTROL
 DE9727
 DE9727  NAD 83(2007)-  47 52 31.20759(N)    094 36 43.83470(W) AD(2002.00) 0
 DE9727  ELLIP H (02/10/07)  354.694  (m)                       GP(2002.00)    
 DE9727  NAD 83(1996)-  47 52 31.20733(N)    094 36 43.83472(W) AD(       ) 1
 DE9727  ELLIP H (01/24/03)  354.694  (m)                       GP(       ) 4 1
 DE9727  NAVD 88 (04/16/04)  382.922  (m)         1256.30   (f) SUPERSEDED  2 1
 DE9727  NAVD 88             382.91   (m)         1256.3    (f) LEVELING    3  
 DE9727
 DE9727.Superseded values are not recommended for survey control.
 DE9727
 DE9727.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE9727.See file dsdata.pdf to determine how the superseded data were derived.
 DE9727
 DE9727_MARKER: DD = SURVEY DISK
 DE9727_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DE9727_STAMPING: 0404 F 2001
 DE9727_MARK LOGO: MNDT
 DE9727_PROJECTION: FLUSH
 DE9727_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DE9727_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DE9727_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE9727+SATELLITE: SATELLITE OBSERVATIONS - November 16, 2022
 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  HISTORY     - 20120808 GOOD             MNDT
 DE9727  HISTORY     - 20200204 GOOD             MNDT
 DE9727  HISTORY     - 20221116 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.
 DE9727
 DE9727                          STATION RECOVERY (2012)
 DE9727
 DE9727'RECOVERY NOTE BY MN DEPT OF TRANSP 2012 (KMS)
 DE9727'RECOVERED AS DESCRIBED.
 DE9727
 DE9727                          STATION RECOVERY (2020)
 DE9727
 DE9727'RECOVERY NOTE BY MN DEPT OF TRANSP 2020 (DAS)
 DE9727'RECOVERED IN GOOD CONDITION.
 DE9727
 DE9727                          STATION RECOVERY (2022)
 DE9727
 DE9727'RECOVERY NOTE BY MN DEPT OF TRANSP 2022 (AXH)
 DE9727'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DE9728 ***********************************************************************
 DE9728  DESIGNATION -  0404 G
 DE9728  PID         -  DE9728
 DE9728  STATE/COUNTY-  MN/BELTRAMI
 DE9728  COUNTRY     -  US
 DE9728  USGS QUAD   -  O'BRIEN LOOKOUT TOWER (2019)
 DE9728
 DE9728                         *CURRENT SURVEY CONTROL
 DE9728  ______________________________________________________________________
 DE9728* NAD 83(2011) POSITION- 47 52 29.99019(N) 094 38 00.72669(W)   ADJUSTED
 DE9728* NAD 83(2011) ELLIP HT-   347.334 (meters)        (06/27/12)   ADJUSTED
 DE9728* NAD 83(2011) EPOCH   -  2010.00
 DE9728* NAVD 88 ORTHO HEIGHT -   375.565 (meters)     1232.17  (feet) ADJUSTED
 DE9728  ______________________________________________________________________
 DE9728  GEOID HEIGHT    -        -28.240 (meters)                     GEOID18
 DE9728  NAD 83(2011) X  -   -346,254.819 (meters)                     COMP
 DE9728  NAD 83(2011) Y  - -4,272,261.025 (meters)                     COMP
 DE9728  NAD 83(2011) Z  -  4,707,822.475 (meters)                     COMP
 DE9728  LAPLACE CORR    -         -0.19  (seconds)                    DEFLEC18
 DE9728  DYNAMIC HEIGHT  -        375.630 (meters)     1232.38  (feet) COMP
 DE9728  MODELED GRAVITY -    980,773.1   (mgal)                       NAVD 88
 DE9728
 DE9728  VERT ORDER      -  SECOND    CLASS I
 DE9728
 DE9728  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DE9728  Standards:
 DE9728         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DE9728            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DE9728  -------------------------------------------------------------------
 DE9728  NETWORK    0.65   0.67           0.30   0.22   0.34      0.09609068
 DE9728  -------------------------------------------------------------------
 DE9728  Click here for local accuracies and other accuracy information.
 DE9728
 DE9728.The horizontal coordinates were established by GPS observations
 DE9728.and adjusted by the National Geodetic Survey in June 2012.
 DE9728
 DE9728.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DE9728.been affixed to the stable North American tectonic plate. See 
 DE9728.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DE9728
 DE9728.The horizontal coordinates are valid at the epoch date displayed above
 DE9728.which is a decimal equivalence of Year/Month/Day.
 DE9728
 DE9728.The orthometric height was determined by differential leveling and
 DE9728.adjusted by the NATIONAL GEODETIC SURVEY
 DE9728.in October 2007.
 DE9728
 DE9728.Significant digits in the geoid height do not necessarily reflect accuracy.
 DE9728.GEOID18 height accuracy estimate available here.
 DE9728
 DE9728.Click photographs - Photos may exist for this station.
 DE9728
 DE9728.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DE9728
 DE9728.The Laplace correction was computed from DEFLEC18 derived deflections.
 DE9728
 DE9728.The ellipsoidal height was determined by GPS observations
 DE9728.and is referenced to NAD 83.
 DE9728
 DE9728.The dynamic height is computed by dividing the NAVD 88
 DE9728.geopotential number by the normal gravity value computed on the
 DE9728.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE9728.degrees latitude (g = 980.6199 gals.).
 DE9728
 DE9728.The modeled gravity was interpolated from observed gravity values.
 DE9728
 DE9728. The following values were computed from the NAD 83(2011) position.
 DE9728
 DE9728;                    North         East     Units Scale Factor Converg.
 DE9728;SPC MN N     -   254,000.867   685,301.855   MT  0.99990305   -1 08 12.1
 DE9728;SPC MN N     -   833,334.51  2,248,361.17   sFT  0.99990305   -1 08 12.1
 DE9728;UTM  15      - 5,303,698.456   377,853.181   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  =   0.99972891
 DE9728
 DE9728_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUP7785303698(NAD 83)
 DE9728
 DE9728                          SUPERSEDED SURVEY CONTROL
 DE9728
 DE9728  NAD 83(2007)-  47 52 29.99033(N)    094 38 00.72731(W) AD(2002.00) 0
 DE9728  ELLIP H (02/10/07)  347.361  (m)                       GP(2002.00)    
 DE9728  NAD 83(1996)-  47 52 29.99005(N)    094 38 00.72732(W) AD(       ) 1
 DE9728  ELLIP H (01/24/03)  347.361  (m)                       GP(       ) 4 1
 DE9728  NAVD 88 (04/16/04)  375.581  (m)         1232.22   (f) SUPERSEDED  2 1
 DE9728  NAVD 88             375.57   (m)         1232.2    (f) LEVELING    3  
 DE9728
 DE9728.Superseded values are not recommended for survey control.
 DE9728
 DE9728.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE9728.See file dsdata.pdf to determine how the superseded data were derived.
 DE9728
 DE9728_MARKER: DD = SURVEY DISK
 DE9728_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DE9728_STAMPING: 0404 G 2001
 DE9728_MARK LOGO: MNDT
 DE9728_PROJECTION: PROJECTING 3 CENTIMETERS
 DE9728_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DE9728_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DE9728_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE9728+SATELLITE: SATELLITE OBSERVATIONS - November 16, 2022
 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  HISTORY     - 20120808 GOOD             MNDT
 DE9728  HISTORY     - 20211101 GOOD             MNDT
 DE9728  HISTORY     - 20221116 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.
 DE9728
 DE9728                          STATION RECOVERY (2012)
 DE9728
 DE9728'RECOVERY NOTE BY MN DEPT OF TRANSP 2012 (KMS)
 DE9728'RECOVERED AS DESCRIBED.
 DE9728
 DE9728                          STATION RECOVERY (2021)
 DE9728
 DE9728'RECOVERY NOTE BY MN DEPT OF TRANSP 2021 (KMS)
 DE9728'RECOVERED IN GOOD CONDITION.
 DE9728
 DE9728                          STATION RECOVERY (2022)
 DE9728
 DE9728'RECOVERY NOTE BY MN DEPT OF TRANSP 2022 (AXD)
 DE9728'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DP2280 ***********************************************************************
 DP2280  DESIGNATION -  0404 H RESET
 DP2280  PID         -  DP2280
 DP2280  STATE/COUNTY-  MN/BELTRAMI
 DP2280  COUNTRY     -  US
 DP2280  USGS QUAD   -  SAUM (2019)
 DP2280
 DP2280                         *CURRENT SURVEY CONTROL
 DP2280  ______________________________________________________________________
 DP2280* NAD 83(2011) POSITION- 47 52 32.12889(N) 094 39 19.64427(W)   ADJUSTED
 DP2280* NAD 83(2011) ELLIP HT-   343.842 (meters)        (03/13/23)   ADJUSTED
 DP2280* NAD 83(2011) EPOCH   -  2010.00
 DP2280* NAVD 88 ORTHO HEIGHT -   372.071 (meters)     1220.70  (feet) ADJUSTED
 DP2280  ______________________________________________________________________
 DP2280  GEOID HEIGHT    -        -28.239 (meters)                     GEOID18
 DP2280  NAD 83(2011) X  -   -347,885.208 (meters)                     COMP
 DP2280  NAD 83(2011) Y  - -4,272,077.067 (meters)                     COMP
 DP2280  NAD 83(2011) Z  -  4,707,864.193 (meters)                     COMP
 DP2280  LAPLACE CORR    -         -0.21  (seconds)                    DEFLEC18
 DP2280  DYNAMIC HEIGHT  -        372.136 (meters)     1220.92  (feet) COMP
 DP2280  MODELED GRAVITY -    980,774.6   (mgal)                       NAVD 88
 DP2280
 DP2280  VERT ORDER      -  SECOND    CLASS I
 DP2280
 DP2280  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DP2280  Standards:
 DP2280         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DP2280            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DP2280  -------------------------------------------------------------------
 DP2280  NETWORK    0.83   1.20           0.39   0.26   0.61      0.16814179
 DP2280  -------------------------------------------------------------------
 DP2280  Click here for local accuracies and other accuracy information.
 DP2280
 DP2280.The horizontal coordinates were established by GPS observations
 DP2280.and adjusted by the MN DEPT OF TRANSP in March 2023.
 DP2280
 DP2280.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DP2280.been affixed to the stable North American tectonic plate. See 
 DP2280.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DP2280
 DP2280.The horizontal coordinates are valid at the epoch date displayed above
 DP2280.which is a decimal equivalence of Year/Month/Day.
 DP2280
 DP2280.The orthometric height was determined by differential leveling and
 DP2280.adjusted by the NATIONAL GEODETIC SURVEY
 DP2280.in September 2014.
 DP2280
 DP2280.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP2280.GEOID18 height accuracy estimate available here.
 DP2280
 DP2280.Click photographs - Photos may exist for this station.
 DP2280
 DP2280.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DP2280
 DP2280.The Laplace correction was computed from DEFLEC18 derived deflections.
 DP2280
 DP2280.The ellipsoidal height was determined by GPS observations
 DP2280.and is referenced to NAD 83.
 DP2280
 DP2280.The dynamic height is computed by dividing the NAVD 88
 DP2280.geopotential number by the normal gravity value computed on the
 DP2280.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP2280.degrees latitude (g = 980.6199 gals.).
 DP2280
 DP2280.The modeled gravity was interpolated from observed gravity values.
 DP2280
 DP2280. The following values were computed from the NAD 83(2011) position.
 DP2280
 DP2280;                    North         East     Units Scale Factor Converg.
 DP2280;SPC MN N     -   254,099.662   683,663.819   MT  0.99990306   -1 09 10.6
 DP2280;SPC MN N     -   833,658.64  2,242,987.05   sFT  0.99990306   -1 09 10.6
 DP2280;UTM  15      - 5,303,799.385   376,215.468   MT  0.99978828   -1 13 40.8
 DP2280
 DP2280!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DP2280!SPC MN N     -   0.99994611  x   0.99990306  =   0.99984918
 DP2280!UTM  15      -   0.99994611  x   0.99978828  =   0.99973440
 DP2280
 DP2280_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUP7621503799(NAD 83)
 DP2280
 DP2280                          SUPERSEDED SURVEY CONTROL
 DP2280
 DP2280.No superseded survey control is available for this station.
 DP2280
 DP2280_MARKER: I = METAL ROD
 DP2280_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DP2280_STAMPING: 0404 H RESET 2012
 DP2280_MARK LOGO: MNDT
 DP2280_PROJECTION: RECESSED 10 CENTIMETERS
 DP2280_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DP2280_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DP2280_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP2280+SATELLITE: SATELLITE OBSERVATIONS - July 19, 2023
 DP2280_ROD/PIPE-DEPTH: 4.6 meters
 DP2280
 DP2280  HISTORY     - Date     Condition        Report By
 DP2280  HISTORY     - 20120808 MONUMENTED       MNDT
 DP2280  HISTORY     - 20211101 GOOD             MNDT
 DP2280  HISTORY     - 20221116 GOOD             MNDT
 DP2280  HISTORY     - 20230719 GOOD             MNDT
 DP2280
 DP2280                          STATION DESCRIPTION
 DP2280
 DP2280'DESCRIBED BY MN DEPT OF TRANSP 2012
 DP2280'THE STATION IS LOCATED ABOUT 11.0 MI (17.7 KM) NORTH-NORTHWEST OF
 DP2280'BLACKDUCK, 10.7 MI (17.2 KM) WEST-SOUTHWEST OF KELLIHER AND 6.9 MI
 DP2280'(11.1 KM) SOUTH OF SAUM.
 DP2280'
 DP2280'TO REACH THE MARK GO 5.0 MI (8.0 KM) WEST ALONG TRUNK HIGHWAY 1 FROM
 DP2280'THE JUNCTION OF TRUNK HIGHWAY 1 AND TRUNK HIGHWAY 72 (JUNCTION IS 5.0
 DP2280'MI (8.0 KM) WEST OF SHOOK'S, AT TRUNK HIGHWAY 1 MILE POINT 136.35.
 DP2280'
 DP2280'THE MARK IS LOCATED 114.3 FT (34.8 M) NORTH OF TRUNK HIGHWAY 1, 41.7
 DP2280'FT (12.7 M) WEST OF MILKWEED DRIVE NORTHEAST, 44.5 FT (13.6 M) NORTH
 DP2280'OF TELEPHONE PEDESTAL, 1.3 FT (0.4 M) EAST OF A WITNESS POST.
 DP2280'
 DP2280'NOTE - THE STATION MARK CONSISTS OF A 3/4 INCH (19 MM) DIAMETER
 DP2280'ALUMINUM ROD DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL MARK
 DP2280'REMOVABLE DISK SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY
 DP2280'A SIX-INCH PVC PIPE BACKFILLED WITH WASHED SAND.
 DP2280
 DP2280                          STATION RECOVERY (2021)
 DP2280
 DP2280'RECOVERY NOTE BY MN DEPT OF TRANSP 2021 (KMS)
 DP2280'RECOVERED IN GOOD CONDITION.
 DP2280
 DP2280                          STATION RECOVERY (2022)
 DP2280
 DP2280'RECOVERY NOTE BY MN DEPT OF TRANSP 2022 (AXD)
 DP2280'RECOVERED AS DESCRIBED.
 DP2280
 DP2280                          STATION RECOVERY (2023)
 DP2280
 DP2280'RECOVERY NOTE BY MN DEPT OF TRANSP 2023 (TJD)
 DP2280'10.0 MI (16.1 KM) WEST OF SHOOKS, 5.0 MI (8.0 KM) WEST ALONG TRUNK
 DP2280'HIGHWAY 1 FROM THE JUNCTION OF TRUNK HIGHWAY 1 AND TRUNK HIGHWAY 72
 DP2280'(THE JUNCTION IS 5.0 MI (8.0 KM) WEST OF SHOOKS), AT TRUNK HIGHWAY 1
 DP2280'MILE POINT 136.35, 114.3 FT (34.8 M) NORTH OF TRUNK HIGHWAY 1, 41.7 FT
 DP2280'(12.7 M) WEST OF MILKWEED DRIVE NORTHEAST, 44.5 FT (13.6 M) NORTH OF A
 DP2280'TELEPHONE PEDESTAL, 1.3 FT (0.4 M) EAST OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DE9731 ***********************************************************************
 DE9731  DESIGNATION -  0404 J
 DE9731  PID         -  DE9731
 DE9731  STATE/COUNTY-  MN/BELTRAMI
 DE9731  COUNTRY     -  US
 DE9731  USGS QUAD   -  O'BRIEN LOOKOUT TOWER (2019)
 DE9731
 DE9731                         *CURRENT SURVEY CONTROL
 DE9731  ______________________________________________________________________
 DE9731* NAD 83(2011) POSITION- 47 52 15.10231(N) 094 43 19.69316(W)   ADJUSTED
 DE9731* NAD 83(2011) ELLIP HT-   338.048 (meters)        (06/27/12)   ADJUSTED
 DE9731* NAD 83(2011) EPOCH   -  2010.00
 DE9731* NAVD 88 ORTHO HEIGHT -   366.275 (meters)     1201.69  (feet) ADJUSTED
 DE9731  ______________________________________________________________________
 DE9731  GEOID HEIGHT    -        -28.223 (meters)                     GEOID18
 DE9731  NAD 83(2011) X  -   -352,888.561 (meters)                     COMP
 DE9731  NAD 83(2011) Y  - -4,272,054.154 (meters)                     COMP
 DE9731  NAD 83(2011) Z  -  4,707,507.135 (meters)                     COMP
 DE9731  LAPLACE CORR    -         -0.50  (seconds)                    DEFLEC18
 DE9731  DYNAMIC HEIGHT  -        366.337 (meters)     1201.89  (feet) COMP
 DE9731  MODELED GRAVITY -    980,772.7   (mgal)                       NAVD 88
 DE9731
 DE9731  VERT ORDER      -  SECOND    CLASS I
 DE9731
 DE9731  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DE9731  Standards:
 DE9731         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DE9731            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DE9731  -------------------------------------------------------------------
 DE9731  NETWORK    0.50   0.61           0.23   0.17   0.31      0.01271960
 DE9731  -------------------------------------------------------------------
 DE9731  Click here for local accuracies and other accuracy information.
 DE9731
 DE9731.The horizontal coordinates were established by GPS observations
 DE9731.and adjusted by the National Geodetic Survey in June 2012.
 DE9731
 DE9731.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DE9731.been affixed to the stable North American tectonic plate. See 
 DE9731.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DE9731
 DE9731.The horizontal coordinates are valid at the epoch date displayed above
 DE9731.which is a decimal equivalence of Year/Month/Day.
 DE9731
 DE9731.The orthometric height was determined by differential leveling and
 DE9731.adjusted by the NATIONAL GEODETIC SURVEY
 DE9731.in October 2007.
 DE9731
 DE9731.Significant digits in the geoid height do not necessarily reflect accuracy.
 DE9731.GEOID18 height accuracy estimate available here.
 DE9731
 DE9731.Click photographs - Photos may exist for this station.
 DE9731
 DE9731.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DE9731
 DE9731.The Laplace correction was computed from DEFLEC18 derived deflections.
 DE9731
 DE9731.The ellipsoidal height was determined by GPS observations
 DE9731.and is referenced to NAD 83.
 DE9731
 DE9731.The dynamic height is computed by dividing the NAVD 88
 DE9731.geopotential number by the normal gravity value computed on the
 DE9731.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE9731.degrees latitude (g = 980.6199 gals.).
 DE9731
 DE9731.The modeled gravity was interpolated from observed gravity values.
 DE9731
 DE9731. The following values were computed from the NAD 83(2011) position.
 DE9731
 DE9731;                    North         East     Units Scale Factor Converg.
 DE9731;SPC MN N     -   253,676.459   678,666.334   MT  0.99990301   -1 12 08.5
 DE9731;SPC MN N     -   832,270.18  2,226,591.13   sFT  0.99990301   -1 12 08.5
 DE9731;UTM  15      - 5,303,382.772   371,217.968   MT  0.99980379   -1 16 38.5
 DE9731
 DE9731!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE9731!SPC MN N     -   0.99994702  x   0.99990301  =   0.99985003
 DE9731!UTM  15      -   0.99994702  x   0.99980379  =   0.99975082
 DE9731
 DE9731_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUP7121703382(NAD 83)
 DE9731
 DE9731                          SUPERSEDED SURVEY CONTROL
 DE9731
 DE9731  NAD 83(2007)-  47 52 15.10253(N)    094 43 19.69379(W) AD(2002.00) 0
 DE9731  ELLIP H (02/10/07)  338.081  (m)                       GP(2002.00)    
 DE9731  NAD 83(1996)-  47 52 15.10218(N)    094 43 19.69378(W) AD(       ) 1
 DE9731  ELLIP H (01/24/03)  338.080  (m)                       GP(       ) 4 1
 DE9731  NAVD 88 (04/16/04)  366.297  (m)         1201.76   (f) SUPERSEDED  2 1
 DE9731  NAVD 88             366.28   (m)         1201.7    (f) LEVELING    3  
 DE9731
 DE9731.Superseded values are not recommended for survey control.
 DE9731
 DE9731.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE9731.See file dsdata.pdf to determine how the superseded data were derived.
 DE9731
 DE9731_MARKER: DD = SURVEY DISK
 DE9731_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DE9731_STAMPING: 0404 J 2001
 DE9731_MARK LOGO: MNDT
 DE9731_PROJECTION: FLUSH
 DE9731_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DE9731_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DE9731_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE9731+SATELLITE: SATELLITE OBSERVATIONS - July 19, 2023
 DE9731_ROD/PIPE-DEPTH: 10.1 meters
 DE9731
 DE9731  HISTORY     - Date     Condition        Report By
 DE9731  HISTORY     - 2001     MONUMENTED       MNDT
 DE9731  HISTORY     - 20010710 GOOD             MNDT
 DE9731  HISTORY     - 20061107 GOOD             MNDT
 DE9731  HISTORY     - 20120808 GOOD             MNDT
 DE9731  HISTORY     - 20200129 GOOD             MNDT
 DE9731  HISTORY     - 20230719 GOOD             MNDT
 DE9731
 DE9731                          STATION DESCRIPTION
 DE9731
 DE9731'DESCRIBED BY MN DEPT OF TRANSP 2001 (DKH)
 DE9731'THE MARK IS 13 MI (20.9 KM) WEST OF SHOOKS, 8.25 MI (13.28 KM) WEST
 DE9731'ALONG TH 1 FROM WEST JCT OF TH 72, AT TH 1 MP 133.1, 83.2 FT (25.4 M)
 DE9731'SE OF TH 1, 74.4 FT (22.7 M) SW OF CO RD 23, 20.3 FT (6.2 M) EAST OF
 DE9731'P-POLE, 1.9 FT (0.6 M) EAST OF WIT POST.
 DE9731
 DE9731                          STATION RECOVERY (2001)
 DE9731
 DE9731'RECOVERY NOTE BY MN DEPT OF TRANSP 2001 (WAS)
 DE9731'THE MARK IS 13 MI (20.9 KM) WEST OF SHOOKS, 8.25 MI (13.28 KM) WEST
 DE9731'ALONG TH 1 FROM WEST JCT OF TH 1 AND TH 72 (5 MI WEST OF SHOOKS), AT
 DE9731'TH 1 MP 133.1, 83.2 FT (25.4 M) SE OF TH 1, 74.4 FT (22.7 M) SW OF CO
 DE9731'RD 23, 20.3 FT (6.2 M) EAST OF P-POLE, 1.9 FT (0.6 M) EAST OF WIT
 DE9731'POST, FLUSH MAGNETIC, AND SUITABLE FOR GPS.
 DE9731
 DE9731                          STATION RECOVERY (2006)
 DE9731
 DE9731'RECOVERY NOTE BY MN DEPT OF TRANSP 2006 (DJS)
 DE9731'13 MILES WEST OF SHOOKS, 8.25 MILES WEST ALONG TRUNK HIGHWAY 1 FROM
 DE9731'JUNCTION OF TRUNK HIGHWAY 1 AND TRUNK HIGHWAY 72 (5 MILES WEST OF
 DE9731'SHOOKS), AT TRUNK HIGHWAY 1 MILEPOINT 133.1, 83.2 FEET SOUTHEAST OF
 DE9731'TRUNK HIGHWAY 1, 74.4 FEET SOUTHWEST OF COUNTY ROAD 23, 20.3 FEET EAST
 DE9731'OF POWER POLE, 1.9 FEET EAST OF WITNESS POST.
 DE9731
 DE9731                          STATION RECOVERY (2012)
 DE9731
 DE9731'RECOVERY NOTE BY MN DEPT OF TRANSP 2012 (KMS)
 DE9731'RECOVERED AS DESCRIBED.
 DE9731
 DE9731                          STATION RECOVERY (2020)
 DE9731
 DE9731'RECOVERY NOTE BY MN DEPT OF TRANSP 2020 (KMS)
 DE9731'RECOVERED IN GOOD CONDITION.
 DE9731
 DE9731                          STATION RECOVERY (2023)
 DE9731
 DE9731'RECOVERY NOTE BY MN DEPT OF TRANSP 2023 (TJD)
 DE9731'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DF7363 ***********************************************************************
 DF7363  DESIGNATION -  0404 K
 DF7363  PID         -  DF7363
 DF7363  STATE/COUNTY-  MN/BELTRAMI
 DF7363  COUNTRY     -  US
 DF7363  USGS QUAD   -  NEBISH (2019)
 DF7363
 DF7363                         *CURRENT SURVEY CONTROL
 DF7363  ______________________________________________________________________
 DF7363* NAD 83(1986) POSITION- 47 51 41.55   (N) 094 47 05.49   (W)   HD_HELD1
 DF7363* NAVD 88 ORTHO HEIGHT -   373.675 (meters)     1225.97  (feet) ADJUSTED
 DF7363  ______________________________________________________________________
 DF7363  GEOID HEIGHT    -        -28.194 (meters)                     GEOID18
 DF7363  DYNAMIC HEIGHT  -        373.736 (meters)     1226.17  (feet) COMP
 DF7363  MODELED GRAVITY -    980,765.7   (mgal)                       NAVD 88
 DF7363
 DF7363  VERT ORDER      -  SECOND    CLASS I
 DF7363
 DF7363.The horizontal coordinates were determined by differentially corrected
 DF7363.hand held GPS observations or other comparable positioning techniques
 DF7363.and have an estimated accuracy of +/- 3 meters.
 DF7363
 DF7363.The orthometric height was determined by differential leveling and
 DF7363.adjusted by the NATIONAL GEODETIC SURVEY
 DF7363.in October 2007.
 DF7363
 DF7363.Significant digits in the geoid height do not necessarily reflect accuracy.
 DF7363.GEOID18 height accuracy estimate available here.
 DF7363
 DF7363.Click photographs - Photos may exist for this station.
 DF7363
 DF7363.The dynamic height is computed by dividing the NAVD 88
 DF7363.geopotential number by the normal gravity value computed on the
 DF7363.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DF7363.degrees latitude (g = 980.6199 gals.).
 DF7363
 DF7363.The modeled gravity was interpolated from observed gravity values.
 DF7363
 DF7363;                    North         East    Units  Estimated Accuracy
 DF7363;SPC MN N     -   252,740.9     673,953.0     MT  (+/- 3 meters HH1 GPS) 
 DF7363
 DF7363_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUP6650302453(NAD 83)
 DF7363
 DF7363                          SUPERSEDED SURVEY CONTROL
 DF7363
 DF7363  NAVD 88 (04/16/04)  373.702  (m)         1226.05   (f) SUPERSEDED  2 1
 DF7363
 DF7363.Superseded values are not recommended for survey control.
 DF7363
 DF7363.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF7363.See file dsdata.pdf to determine how the superseded data were derived.
 DF7363
 DF7363_MARKER: DD = SURVEY DISK
 DF7363_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DF7363_STAMPING: 0404 K 2001
 DF7363_MARK LOGO: MNDT
 DF7363_PROJECTION: FLUSH
 DF7363_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DF7363_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DF7363_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DF7363+SATELLITE: SATELLITE OBSERVATIONS - July 19, 2023
 DF7363_ROD/PIPE-DEPTH: 12.2 meters
 DF7363
 DF7363  HISTORY     - Date     Condition        Report By
 DF7363  HISTORY     - 2001     MONUMENTED       MNDT
 DF7363  HISTORY     - 20030522 GOOD             MNDT
 DF7363  HISTORY     - 20030729 GOOD             MNDT
 DF7363  HISTORY     - 20230719 GOOD             MNDT
 DF7363
 DF7363                          STATION DESCRIPTION
 DF7363
 DF7363'DESCRIBED BY MN DEPT OF TRANSP 2001 (DKH)
 DF7363'THE MARK IS 12 MI (19.3 KM) EAST OF RED LAKE, 12.85 MI (20.68 KM) EAST
 DF7363'ALONG TH 1 FROM SOUTH JCT OF TH 1 AND TH 89 (1 MI WEST OF RED LAKE),
 DF7363'AT TH 1 MP 129.85, 229.4 FT (69.9 M) NORTH OF TH 1, 15.2 FT (4.6 M)
 DF7363'EAST OF TRAIL, 1.7 FT (0.5 M) SOUTH OF WIT POST, FLUSH, MAGNETIC, AND
 DF7363'NOT SUITABLE FOR GPS.
 DF7363
 DF7363                          STATION RECOVERY (2003)
 DF7363
 DF7363'RECOVERY NOTE BY MN DEPT OF TRANSP 2003 (WAS)
 DF7363'THE MARK WAS RECOVERED AS DESCRIBED.
 DF7363
 DF7363                          STATION RECOVERY (2003)
 DF7363
 DF7363'RECOVERY NOTE BY MN DEPT OF TRANSP 2003 (JBG)
 DF7363'12 MILES EAST OF RED LAKE, 12.85 MILES EAST ALONG TRUNK HIGHWAY 1 FROM
 DF7363'JUNCTION OF TRUNK HIGHWAY 1 AND TRUNK HIGHWAY 89 (1 MILE WEST OF RED
 DF7363'LAKE), AT TRUNK HIGHWAY 1 MILEPOINT 129.85, 229.4 FEET NORTH OF TRUNK
 DF7363'HIGHWAY 1, 15.2 FEET EAST OF TRAIL, 1.7 FEET SOUTH OF WITNESS POST
 DF7363
 DF7363                          STATION RECOVERY (2023)
 DF7363
 DF7363'RECOVERY NOTE BY MN DEPT OF TRANSP 2023 (TJD)
 DF7363'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DE9733 ***********************************************************************
 DE9733  DESIGNATION -  0404 L
 DE9733  PID         -  DE9733
 DE9733  STATE/COUNTY-  MN/BELTRAMI
 DE9733  COUNTRY     -  US
 DE9733  USGS QUAD   -  NEBISH (2019)
 DE9733
 DE9733                         *CURRENT SURVEY CONTROL
 DE9733  ______________________________________________________________________
 DE9733* NAD 83(2011) POSITION- 47 51 38.14444(N) 094 48 12.09792(W)   ADJUSTED
 DE9733* NAD 83(2011) ELLIP HT-   343.553 (meters)        (06/27/12)   ADJUSTED
 DE9733* NAD 83(2011) EPOCH   -  2010.00
 DE9733* NAVD 88 ORTHO HEIGHT -   371.735 (meters)     1219.60  (feet) ADJUSTED
 DE9733  ______________________________________________________________________
 DE9733  GEOID HEIGHT    -        -28.188 (meters)                     GEOID18
 DE9733  NAD 83(2011) X  -   -359,015.540 (meters)                     COMP
 DE9733  NAD 83(2011) Y  - -4,272,396.831 (meters)                     COMP
 DE9733  NAD 83(2011) Z  -  4,706,745.403 (meters)                     COMP
 DE9733  LAPLACE CORR    -         -0.84  (seconds)                    DEFLEC18
 DE9733  DYNAMIC HEIGHT  -        371.795 (meters)     1219.80  (feet) COMP
 DE9733  MODELED GRAVITY -    980,763.5   (mgal)                       NAVD 88
 DE9733
 DE9733  VERT ORDER      -  SECOND    CLASS I
 DE9733
 DE9733  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DE9733  Standards:
 DE9733         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DE9733            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DE9733  -------------------------------------------------------------------
 DE9733  NETWORK    0.39   0.53           0.18   0.13   0.27     -0.00296916
 DE9733  -------------------------------------------------------------------
 DE9733  Click here for local accuracies and other accuracy information.
 DE9733
 DE9733.The horizontal coordinates were established by GPS observations
 DE9733.and adjusted by the National Geodetic Survey in June 2012.
 DE9733
 DE9733.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DE9733.been affixed to the stable North American tectonic plate. See 
 DE9733.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DE9733
 DE9733.The horizontal coordinates are valid at the epoch date displayed above
 DE9733.which is a decimal equivalence of Year/Month/Day.
 DE9733
 DE9733.The orthometric height was determined by differential leveling and
 DE9733.adjusted by the NATIONAL GEODETIC SURVEY
 DE9733.in October 2007.
 DE9733
 DE9733.Significant digits in the geoid height do not necessarily reflect accuracy.
 DE9733.GEOID18 height accuracy estimate available here.
 DE9733
 DE9733.Click photographs - Photos may exist 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 DEFLEC18 derived deflections.
 DE9733
 DE9733.The ellipsoidal height was determined by GPS observations
 DE9733.and is referenced to NAD 83.
 DE9733
 DE9733.The dynamic height is computed by dividing the NAVD 88
 DE9733.geopotential number by the normal gravity value computed on the
 DE9733.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE9733.degrees latitude (g = 980.6199 gals.).
 DE9733
 DE9733.The modeled gravity was interpolated from observed gravity values.
 DE9733
 DE9733. The following values were computed from the NAD 83(2011) position.
 DE9733
 DE9733;                    North         East     Units Scale Factor Converg.
 DE9733;SPC MN N     -   252,666.071   672,566.733   MT  0.99990291   -1 15 45.2
 DE9733;SPC MN N     -   828,955.27  2,206,579.36   sFT  0.99990291   -1 15 45.2
 DE9733;UTM  15      - 5,302,380.451   365,117.596   MT  0.99982356   -1 20 14.7
 DE9733
 DE9733!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE9733!SPC MN N     -   0.99994616  x   0.99990291  =   0.99984907
 DE9733!UTM  15      -   0.99994616  x   0.99982356  =   0.99976973
 DE9733
 DE9733_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUP6511702380(NAD 83)
 DE9733
 DE9733                          SUPERSEDED SURVEY CONTROL
 DE9733
 DE9733  NAD 83(2007)-  47 51 38.14448(N)    094 48 12.09848(W) AD(2002.00) 0
 DE9733  ELLIP H (02/10/07)  343.584  (m)                       GP(2002.00)    
 DE9733  NAD 83(1996)-  47 51 38.14411(N)    094 48 12.09845(W) AD(       ) 1
 DE9733  ELLIP H (01/24/03)  343.584  (m)                       GP(       ) 4 1
 DE9733  NAVD 88             371.74   (m)         1219.6    (f) LEVELING    3  
 DE9733  NAVD 88 (04/16/04)  371.763  (m)         1219.69   (f) SUPERSEDED  2 1
 DE9733  NAVD 88             371.74   (m)         1219.6    (f) LEVELING    3  
 DE9733
 DE9733.Superseded values are not recommended for survey control.
 DE9733
 DE9733.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE9733.See file dsdata.pdf to determine how the superseded data were derived.
 DE9733
 DE9733_MARKER: DD = SURVEY DISK
 DE9733_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DE9733_STAMPING: 0404 L 2001
 DE9733_MARK LOGO: MNDT
 DE9733_PROJECTION: FLUSH
 DE9733_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DE9733_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DE9733_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE9733+SATELLITE: SATELLITE OBSERVATIONS - July 19, 2023
 DE9733_ROD/PIPE-DEPTH: 7.6 meters
 DE9733
 DE9733  HISTORY     - Date     Condition        Report By
 DE9733  HISTORY     - 2001     MONUMENTED       MNDT
 DE9733  HISTORY     - 20010710 GOOD             MNDT
 DE9733  HISTORY     - 20030522 GOOD             MNDT
 DE9733  HISTORY     - 20030729 GOOD             MNDT
 DE9733  HISTORY     - 20061102 GOOD             MNDT
 DE9733  HISTORY     - 20200129 GOOD             MNDT
 DE9733  HISTORY     - 20230719 GOOD             MNDT
 DE9733
 DE9733                          STATION DESCRIPTION
 DE9733
 DE9733'DESCRIBED BY MN DEPT OF TRANSP 2001 (DKH)
 DE9733'THE MARK IS 11 MI (17.7 KM) EAST OF RED LAKE, 12 MI (19.3 KM) EAST
 DE9733'ALONG TH 1 FROM SOUTH JCT OF TH 89, AT TH 1 MP 129, 90.8 FT (27.7 M)
 DE9733'NORTH OF TH 1, 14 FT (4.3 M) EAST OF ROAD, 1 FT (0.3 M) SOUTH OF WIT
 DE9733'POST.
 DE9733
 DE9733                          STATION RECOVERY (2001)
 DE9733
 DE9733'RECOVERY NOTE BY MN DEPT OF TRANSP 2001 (WAS)
 DE9733'THE MARK IS 11 MI (17.7 KM) EAST OF RED LAKE, 12 MI (19.3 KM) EAST
 DE9733'ALONG TH 1 FROM SOUTH JCT OF TH 1 AND TH 89 (1 MI WEST OF RED LAKE),
 DE9733'AT TH 1 MP 129, 90.8 FT (27.7 M) NORTH OF TH 1, 14 FT (4.3 M) EAST OF
 DE9733'RD, 1 FT (0.3 M) SOUTH OF WIT POST, FLUSH, MAGNETIC, AND SUITABLE FOR
 DE9733'GPS.
 DE9733
 DE9733                          STATION RECOVERY (2003)
 DE9733
 DE9733'RECOVERY NOTE BY MN DEPT OF TRANSP 2003 (WAS)
 DE9733'THE MARK WAS RECOVERED AS DESCRIBED.
 DE9733
 DE9733                          STATION RECOVERY (2003)
 DE9733
 DE9733'RECOVERY NOTE BY MN DEPT OF TRANSP 2003 (JBG)
 DE9733'11 MILES EAST OF RED LAKE, 12 MILES EAST ALONG TRUNK HIGHWAY 1 FROM
 DE9733'JUNCTION OF TRUNK HIGHWAY 1 AND TRUNK HIGHWAY 89 (1 MILE WEST OF RED
 DE9733'LAKE) AT TRUNK HIGHWAY 1 MILEPOINT 129, 30.8 FEET NORTH OF TRUNK
 DE9733'HIGHWAY 1, 14.0 FEET EAST OF ROAD,1.0 FOOT SOUTH OF WITNESS POST
 DE9733
 DE9733                          STATION RECOVERY (2006)
 DE9733
 DE9733'RECOVERY NOTE BY MN DEPT OF TRANSP 2006 (DJS)
 DE9733'11 MILES EAST OF RED LAKE, 12 MILES EAST ALONG TRUNK HIGHWAY 1 FROM
 DE9733'JUNCTION OF TRUNK HIGHWAY 1 AND TRUNK HIGHWAY 89 (1 MILE WEST OF RED
 DE9733'LAKE) AT TRUNK HIGHWAY 1 MILEPOINT 129, 30.8 FEET NORTH OF TRUNK
 DE9733'HIGHWAY 1, 14.0 FEET EAST OF ROAD,1.0 FOOT SOUTH OF WITNESS POST.
 DE9733
 DE9733                          STATION RECOVERY (2020)
 DE9733
 DE9733'RECOVERY NOTE BY MN DEPT OF TRANSP 2020 (KMS)
 DE9733'11.0 MI (17.7 KM) EAST OF RED LAKE, 12.0 MI (19.3 KM) EAST ALONG TRUNK
 DE9733'HIGHWAY 1 FROM THE JUNCTION OF TRUNK HIGHWAY 1 AND TRUNK HIGHWAY 89
 DE9733'(THE JUNCTION IS 1.0 MI (1.6 KM) WEST OF RED LAKE) AT TRUNK HIGHWAY 1
 DE9733'MILE POINT 129, 30.8 FT (9.4 M) NORTH OF TRUNK HIGHWAY 1, 14.0 FT (4.3
 DE9733'M) EAST OF A ENTRANCE, 6.0 FT (1.8 M) WEST-SOUTHWEST OF A WITNESS
 DE9733'POST.
 DE9733
 DE9733                          STATION RECOVERY (2023)
 DE9733
 DE9733'RECOVERY NOTE BY MN DEPT OF TRANSP 2023 (TJD)
 DE9733'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DF9021 ***********************************************************************
 DF9021  DESIGNATION -  0404 L 1
 DF9021  PID         -  DF9021
 DF9021  STATE/COUNTY-  MN/BELTRAMI
 DF9021  COUNTRY     -  US
 DF9021  USGS QUAD   -  NEBISH (2019)
 DF9021
 DF9021                         *CURRENT SURVEY CONTROL
 DF9021  ______________________________________________________________________
 DF9021* NAD 83(1986) POSITION- 47 52 29.6    (N) 094 48 00.0    (W)   HD_HELD2
 DF9021* NAVD 88 ORTHO HEIGHT -   361.977 (meters)     1187.59  (feet) ADJUSTED
 DF9021  ______________________________________________________________________
 DF9021  GEOID HEIGHT    -        -28.218 (meters)                     GEOID18
 DF9021  DYNAMIC HEIGHT  -        362.036 (meters)     1187.78  (feet) COMP
 DF9021  MODELED GRAVITY -    980,763.5   (mgal)                       NAVD 88
 DF9021
 DF9021  VERT ORDER      -  SECOND    CLASS I
 DF9021
 DF9021.The horizontal coordinates were established by autonomous hand held GPS
 DF9021.observations and have an estimated accuracy of +/- 10 meters.
 DF9021
 DF9021.The orthometric height was determined by differential leveling and
 DF9021.adjusted by the NATIONAL GEODETIC SURVEY
 DF9021.in October 2007.
 DF9021
 DF9021.Significant digits in the geoid height do not necessarily reflect accuracy.
 DF9021.GEOID18 height accuracy estimate available here.
 DF9021
 DF9021.Click photographs - Photos may exist for this station.
 DF9021
 DF9021.The dynamic height is computed by dividing the NAVD 88
 DF9021.geopotential number by the normal gravity value computed on the
 DF9021.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DF9021.degrees latitude (g = 980.6199 gals.).
 DF9021
 DF9021.The modeled gravity was interpolated from observed gravity values.
 DF9021
 DF9021;                    North         East    Units  Estimated Accuracy
 DF9021;SPC MN N     -   254,249.      672,853.      MT  (+/- 10 meters HH2 GPS)
 DF9021
 DF9021_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUP6540503963(NAD 83)
 DF9021
 DF9021                          SUPERSEDED SURVEY CONTROL
 DF9021
 DF9021  NAVD 88 (04/16/04)  362.006  (m)         1187.68   (f) SUPERSEDED  2 1
 DF9021
 DF9021.Superseded values are not recommended for survey control.
 DF9021
 DF9021.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF9021.See file dsdata.pdf to determine how the superseded data were derived.
 DF9021
 DF9021_MARKER: DV = VERTICAL CONTROL DISK
 DF9021_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DF9021_SP_SET: BRIDGE ABUTMENT
 DF9021_STAMPING: 0404 L 1 2003
 DF9021_MARK LOGO: MNDT
 DF9021_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DF9021_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DF9021_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DF9021+SATELLITE: SATELLITE OBSERVATIONS - May 22, 2003
 DF9021
 DF9021  HISTORY     - Date     Condition        Report By
 DF9021  HISTORY     - 1993     MONUMENTED       MNDT
 DF9021  HISTORY     - 20030522 GOOD             MNDT
 DF9021
 DF9021                          STATION DESCRIPTION
 DF9021
 DF9021'DESCRIBED BY MN DEPT OF TRANSP 2003 (WAS)
 DF9021'THE MARK WAS RECOVERED IN GOOD CONDITION.  THE MARK IS 6.5 MI (10.5
 DF9021'KM) EAST OF REDBY, IN ABUTMENT AT SE COR OF BRDG OVER HAY CREEK, 5.5
 DF9021'MI (8.9 KM) EAST ALONG TH 1 FROM REDBY, THENCE 1.2 MI (1.9 KM) NORTH
 DF9021'ALONG RESERVATION SERVICE ROAD NO 18, 18.3 FT (5.6 M) SE OF
 DF9021'RESERVATION SERVICE ROAD NO 18, FLUSH, NOT MAGNETIC, AND NOT SUITABLE
 DF9021'FOR GPS.  DISK SET IN BRDG WHEN BUILT IN 1993 THEN STAMPED IN 2003.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DE9734 ***********************************************************************
 DE9734  DESIGNATION -  0404 M
 DE9734  PID         -  DE9734
 DE9734  STATE/COUNTY-  MN/BELTRAMI
 DE9734  COUNTRY     -  US
 DE9734  USGS QUAD   -  NEBISH (2019)
 DE9734
 DE9734                         *CURRENT SURVEY CONTROL
 DE9734  ______________________________________________________________________
 DE9734* NAD 83(2011) POSITION- 47 51 54.83926(N) 094 49 56.80757(W)   ADJUSTED
 DE9734* NAD 83(2011) ELLIP HT-   341.009 (meters)        (06/27/12)   ADJUSTED
 DE9734* NAD 83(2011) EPOCH   -  2010.00
 DE9734* NAVD 88 ORTHO HEIGHT -   369.193 (meters)     1211.26  (feet) ADJUSTED
 DE9734  ______________________________________________________________________
 DE9734  GEOID HEIGHT    -        -28.189 (meters)                     GEOID18
 DE9734  NAD 83(2011) X  -   -361,152.006 (meters)                     COMP
 DE9734  NAD 83(2011) Y  - -4,271,831.306 (meters)                     COMP
 DE9734  NAD 83(2011) Z  -  4,707,089.473 (meters)                     COMP
 DE9734  LAPLACE CORR    -         -1.17  (seconds)                    DEFLEC18
 DE9734  DYNAMIC HEIGHT  -        369.252 (meters)     1211.45  (feet) COMP
 DE9734  MODELED GRAVITY -    980,759.3   (mgal)                       NAVD 88
 DE9734
 DE9734  VERT ORDER      -  SECOND    CLASS I
 DE9734
 DE9734  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DE9734  Standards:
 DE9734         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DE9734            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DE9734  -------------------------------------------------------------------
 DE9734  NETWORK    0.61   0.67           0.28   0.21   0.34      0.00892701
 DE9734  -------------------------------------------------------------------
 DE9734  Click here for local accuracies and other accuracy information.
 DE9734
 DE9734.The horizontal coordinates were established by GPS observations
 DE9734.and adjusted by the National Geodetic Survey in June 2012.
 DE9734
 DE9734.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DE9734.been affixed to the stable North American tectonic plate. See 
 DE9734.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DE9734
 DE9734.The horizontal coordinates are valid at the epoch date displayed above
 DE9734.which is a decimal equivalence of Year/Month/Day.
 DE9734
 DE9734.The orthometric height was determined by differential leveling and
 DE9734.adjusted by the NATIONAL GEODETIC SURVEY
 DE9734.in October 2007.
 DE9734
 DE9734.Significant digits in the geoid height do not necessarily reflect accuracy.
 DE9734.GEOID18 height accuracy estimate available here.
 DE9734
 DE9734.Click photographs - Photos may exist for this station.
 DE9734
 DE9734.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DE9734
 DE9734.The Laplace correction was computed from DEFLEC18 derived deflections.
 DE9734
 DE9734.The ellipsoidal height was determined by GPS observations
 DE9734.and is referenced to NAD 83.
 DE9734
 DE9734.The dynamic height is computed by dividing the NAVD 88
 DE9734.geopotential number by the normal gravity value computed on the
 DE9734.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE9734.degrees latitude (g = 980.6199 gals.).
 DE9734
 DE9734.The modeled gravity was interpolated from observed gravity values.
 DE9734
 DE9734. The following values were computed from the NAD 83(2011) position.
 DE9734
 DE9734;                    North         East     Units Scale Factor Converg.
 DE9734;SPC MN N     -   253,229.878   670,402.641   MT  0.99990295   -1 17 02.8
 DE9734;SPC MN N     -   830,805.02  2,199,479.33   sFT  0.99990295   -1 17 02.8
 DE9734;UTM  15      - 5,302,947.044   362,954.407   MT  0.99983079   -1 21 32.7
 DE9734
 DE9734!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE9734!SPC MN N     -   0.99994656  x   0.99990295  =   0.99984951
 DE9734!UTM  15      -   0.99994656  x   0.99983079  =   0.99977735
 DE9734
 DE9734_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUP6295402947(NAD 83)
 DE9734
 DE9734                          SUPERSEDED SURVEY CONTROL
 DE9734
 DE9734  NAD 83(2007)-  47 51 54.83932(N)    094 49 56.80818(W) AD(2002.00) 0
 DE9734  ELLIP H (02/10/07)  341.042  (m)                       GP(2002.00)    
 DE9734  NAD 83(1996)-  47 51 54.83895(N)    094 49 56.80816(W) AD(       ) 1
 DE9734  ELLIP H (01/24/03)  341.040  (m)                       GP(       ) 4 1
 DE9734  NAVD 88 (04/16/04)  369.225  (m)         1211.37   (f) SUPERSEDED  2 1
 DE9734  NAVD 88             369.20   (m)         1211.3    (f) LEVELING    3  
 DE9734
 DE9734.Superseded values are not recommended for survey control.
 DE9734
 DE9734.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE9734.See file dsdata.pdf to determine how the superseded data were derived.
 DE9734
 DE9734_MARKER: DD = SURVEY DISK
 DE9734_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DE9734_STAMPING: 0404 M 2001
 DE9734_MARK LOGO: MNDT
 DE9734_PROJECTION: FLUSH
 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 - July 19, 2023
 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  HISTORY     - 20200129 GOOD             MNDT
 DE9734  HISTORY     - 20230719 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.
 DE9734
 DE9734                          STATION RECOVERY (2020)
 DE9734
 DE9734'RECOVERY NOTE BY MN DEPT OF TRANSP 2020 (KMS)
 DE9734'9.5 MI (15.3 KM) EAST OF RED LAKE, 10.55 MI (16.97 KM) EAST ALONG
 DE9734'TRUNK HIGHWAY 1 FROM THE JUNCTION OF TRUNK HIGHWAY 1 AND TRUNK HIGHWAY
 DE9734'89 (THE JUNCTION IS 1.0 MI (1.6 KM) WEST OF RED LAKE), AT TRUNK
 DE9734'HIGHWAY 1 MILE POINT 127.55, 43.0 FT (13.1 M) NORTH OF TRUNK HIGHWAY
 DE9734'1, 15.0 FT (4.6 M) WEST OF A DRIVEWAY, 1.0 FT (0.3 M) SOUTH OF A
 DE9734'WITNESS POST.
 DE9734
 DE9734                          STATION RECOVERY (2023)
 DE9734
 DE9734'RECOVERY NOTE BY MN DEPT OF TRANSP 2023 (TJD)
 DE9734'RECOVERED IN GOOD CONDITION.
 DE9734'
 DE9734'NOTE-1.0 FT (0.3 M) EAST OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DF7365 ***********************************************************************
 DF7365  DESIGNATION -  0404 N
 DF7365  PID         -  DF7365
 DF7365  STATE/COUNTY-  MN/BELTRAMI
 DF7365  COUNTRY     -  US
 DF7365  USGS QUAD   -  NEBISH (2019)
 DF7365
 DF7365                         *CURRENT SURVEY CONTROL
 DF7365  ______________________________________________________________________
 DF7365* NAD 83(1986) POSITION- 47 52 17.31   (N) 094 50 46.77   (W)   HD_HELD1
 DF7365* NAVD 88 ORTHO HEIGHT -   365.832 (meters)     1200.23  (feet) ADJUSTED
 DF7365  ______________________________________________________________________
 DF7365  GEOID HEIGHT    -        -28.195 (meters)                     GEOID18
 DF7365  DYNAMIC HEIGHT  -        365.890 (meters)     1200.42  (feet) COMP
 DF7365  MODELED GRAVITY -    980,758.8   (mgal)                       NAVD 88
 DF7365
 DF7365  VERT ORDER      -  SECOND    CLASS I
 DF7365
 DF7365.The horizontal coordinates were determined by differentially corrected
 DF7365.hand held GPS observations or other comparable positioning techniques
 DF7365.and have an estimated accuracy of +/- 3 meters.
 DF7365
 DF7365.The orthometric height was determined by differential leveling and
 DF7365.adjusted by the NATIONAL GEODETIC SURVEY
 DF7365.in October 2007.
 DF7365
 DF7365.Significant digits in the geoid height do not necessarily reflect accuracy.
 DF7365.GEOID18 height accuracy estimate available here.
 DF7365
 DF7365.Click photographs - Photos may exist for this station.
 DF7365
 DF7365.The dynamic height is computed by dividing the NAVD 88
 DF7365.geopotential number by the normal gravity value computed on the
 DF7365.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DF7365.degrees latitude (g = 980.6199 gals.).
 DF7365
 DF7365.The modeled gravity was interpolated from observed gravity values.
 DF7365
 DF7365;                    North         East    Units  Estimated Accuracy
 DF7365;SPC MN N     -   253,947.0     669,380.3     MT  (+/- 3 meters HH1 GPS) 
 DF7365
 DF7365_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUP6193303665(NAD 83)
 DF7365
 DF7365                          SUPERSEDED SURVEY CONTROL
 DF7365
 DF7365  NAVD 88 (04/16/04)  365.864  (m)         1200.34   (f) SUPERSEDED  2 1
 DF7365
 DF7365.Superseded values are not recommended for survey control.
 DF7365
 DF7365.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF7365.See file dsdata.pdf to determine how the superseded data were derived.
 DF7365
 DF7365_MARKER: DD = SURVEY DISK
 DF7365_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DF7365_STAMPING: 0404 N 2001
 DF7365_MARK LOGO: MNDT
 DF7365_PROJECTION: FLUSH
 DF7365_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DF7365_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DF7365_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DF7365+SATELLITE: SATELLITE OBSERVATIONS - July 19, 2023
 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  HISTORY     - 20230719 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.
 DF7365
 DF7365                          STATION RECOVERY (2023)
 DF7365
 DF7365'RECOVERY NOTE BY MN DEPT OF TRANSP 2023 (TJD)
 DF7365'RECOVERED IN GOOD CONDITION.
 DF7365'
 DF7365'NOTE-12.0 FT (3.7 M) NORTHWEST OF AN ENTRANCE.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DE9735 ***********************************************************************
 DE9735  DESIGNATION -  0404 P
 DE9735  PID         -  DE9735
 DE9735  STATE/COUNTY-  MN/BELTRAMI
 DE9735  COUNTRY     -  US
 DE9735  USGS QUAD   -  REDBY OE N (2019)
 DE9735
 DE9735                         *CURRENT SURVEY CONTROL
 DE9735  ______________________________________________________________________
 DE9735* NAD 83(2011) POSITION- 47 52 55.81823(N) 094 53 32.04641(W)   ADJUSTED
 DE9735* NAD 83(2011) ELLIP HT-   343.383 (meters)        (05/14/24)   ADJUSTED
 DE9735* NAD 83(2011) EPOCH   -  2010.00
 DE9735* NAVD 88 ORTHO HEIGHT -   371.542 (meters)     1218.97  (feet) ADJUSTED
 DE9735  ______________________________________________________________________
 DE9735  GEOID HEIGHT    -        -28.187 (meters)                     GEOID18
 DE9735  NAD 83(2011) X  -   -365,490.500 (meters)                     COMP
 DE9735  NAD 83(2011) Y  - -4,270,061.883 (meters)                     COMP
 DE9735  NAD 83(2011) Z  -  4,708,354.603 (meters)                     COMP
 DE9735  LAPLACE CORR    -         -2.04  (seconds)                    DEFLEC18
 DE9735  DYNAMIC HEIGHT  -        371.602 (meters)     1219.16  (feet) COMP
 DE9735  MODELED GRAVITY -    980,761.6   (mgal)                       NAVD 88
 DE9735
 DE9735  VERT ORDER      -  SECOND    CLASS I
 DE9735
 DE9735  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DE9735  Standards:
 DE9735         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DE9735            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DE9735  -------------------------------------------------------------------
 DE9735  NETWORK    0.82   1.72           0.38   0.27   0.88      0.03872163
 DE9735  -------------------------------------------------------------------
 DE9735  Click here for local accuracies and other accuracy information.
 DE9735
 DE9735.The horizontal coordinates were established by GPS observations
 DE9735.and adjusted by the MN DEPT OF TRANSP in May 2024.
 DE9735
 DE9735.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DE9735.been affixed to the stable North American tectonic plate. See 
 DE9735.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DE9735
 DE9735.The horizontal coordinates are valid at the epoch date displayed above
 DE9735.which is a decimal equivalence of Year/Month/Day.
 DE9735
 DE9735.The orthometric height was determined by differential leveling and
 DE9735.adjusted by the NATIONAL GEODETIC SURVEY
 DE9735.in October 2007.
 DE9735
 DE9735.Significant digits in the geoid height do not necessarily reflect accuracy.
 DE9735.GEOID18 height accuracy estimate available here.
 DE9735
 DE9735.Click photographs - Photos may exist for this station.
 DE9735
 DE9735.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DE9735
 DE9735.The Laplace correction was computed from DEFLEC18 derived deflections.
 DE9735
 DE9735.The ellipsoidal height was determined by GPS observations
 DE9735.and is referenced to NAD 83.
 DE9735
 DE9735.The dynamic height is computed by dividing the NAVD 88
 DE9735.geopotential number by the normal gravity value computed on the
 DE9735.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE9735.degrees latitude (g = 980.6199 gals.).
 DE9735
 DE9735.The modeled gravity was interpolated from observed gravity values.
 DE9735
 DE9735. The following values were computed from the NAD 83(2011) position.
 DE9735
 DE9735;                    North         East     Units Scale Factor Converg.
 DE9735;SPC MN N     -   255,214.525   665,974.546   MT  0.99990315   -1 19 42.4
 DE9735;SPC MN N     -   837,316.32  2,184,951.49   sFT  0.99990315   -1 19 42.4
 DE9735;UTM  15      - 5,304,937.371   358,529.206   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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUP5852904937(NAD 83)
 DE9735
 DE9735                          SUPERSEDED SURVEY CONTROL
 DE9735
 DE9735  NAD 83(2011)-  47 52 55.81762(N)    094 53 32.04573(W) AD(2010.00) 0
 DE9735  ELLIP H (06/27/12)  343.359  (m)                       GP(2010.00)    
 DE9735  NAD 83(2007)-  47 52 55.81767(N)    094 53 32.04648(W) AD(2002.00) 0
 DE9735  ELLIP H (02/10/07)  343.395  (m)                       GP(2002.00)    
 DE9735  NAD 83(1996)-  47 52 55.81735(N)    094 53 32.04645(W) AD(       ) 1
 DE9735  ELLIP H (01/24/03)  343.395  (m)                       GP(       ) 4 1
 DE9735  NAVD 88 (04/16/04)  371.579  (m)         1219.09   (f) SUPERSEDED  2 1
 DE9735  NAVD 88             371.55   (m)         1219.0    (f) LEVELING    3  
 DE9735
 DE9735.Superseded values are not recommended for survey control.
 DE9735
 DE9735.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE9735.See file dsdata.pdf to determine how the superseded data were derived.
 DE9735
 DE9735_MARKER: DD = SURVEY DISK
 DE9735_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DE9735_STAMPING: 0404 P 2001
 DE9735_MARK LOGO: MNDT
 DE9735_PROJECTION: FLUSH
 DE9735_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DE9735_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DE9735_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE9735+SATELLITE: SATELLITE OBSERVATIONS - July 19, 2023
 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  HISTORY     - 20211026 GOOD             MNDT
 DE9735  HISTORY     - 20230719 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.
 DE9735
 DE9735                          STATION RECOVERY (2021)
 DE9735
 DE9735'RECOVERY NOTE BY MN DEPT OF TRANSP 2021 (KMS)
 DE9735'RECOVERED IN GOOD CONDITION.
 DE9735
 DE9735                          STATION RECOVERY (2023)
 DE9735
 DE9735'RECOVERY NOTE BY MN DEPT OF TRANSP 2023 (TJD)
 DE9735'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DE9736 ***********************************************************************
 DE9736  DESIGNATION -  0404 Q
 DE9736  PID         -  DE9736
 DE9736  STATE/COUNTY-  MN/BELTRAMI
 DE9736  COUNTRY     -  US
 DE9736  USGS QUAD   -  REDBY OE N (2019)
 DE9736
 DE9736                         *CURRENT SURVEY CONTROL
 DE9736  ______________________________________________________________________
 DE9736* NAD 83(2011) POSITION- 47 52 32.71275(N) 094 55 59.28536(W)   ADJUSTED
 DE9736* NAD 83(2011) ELLIP HT-   344.973 (meters)        (06/27/12)   ADJUSTED
 DE9736* NAD 83(2011) EPOCH   -  2010.00
 DE9736* NAVD 88 ORTHO HEIGHT -   373.118 (meters)     1224.14  (feet) ADJUSTED
 DE9736  ______________________________________________________________________
 DE9736  GEOID HEIGHT    -        -28.149 (meters)                     GEOID18
 DE9736  NAD 83(2011) X  -   -368,584.137 (meters)                     COMP
 DE9736  NAD 83(2011) Y  - -4,270,328.343 (meters)                     COMP
 DE9736  NAD 83(2011) Z  -  4,707,877.128 (meters)                     COMP
 DE9736  LAPLACE CORR    -         -2.06  (seconds)                    DEFLEC18
 DE9736  DYNAMIC HEIGHT  -        373.178 (meters)     1224.33  (feet) COMP
 DE9736  MODELED GRAVITY -    980,761.9   (mgal)                       NAVD 88
 DE9736
 DE9736  VERT ORDER      -  SECOND    CLASS I
 DE9736
 DE9736  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DE9736  Standards:
 DE9736         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DE9736            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DE9736  -------------------------------------------------------------------
 DE9736  NETWORK    0.73   0.80           0.34   0.24   0.41      0.00591610
 DE9736  -------------------------------------------------------------------
 DE9736  Click here for local accuracies and other accuracy information.
 DE9736
 DE9736.The horizontal coordinates were established by GPS observations
 DE9736.and adjusted by the National Geodetic Survey in June 2012.
 DE9736
 DE9736.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DE9736.been affixed to the stable North American tectonic plate. See 
 DE9736.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DE9736
 DE9736.The horizontal coordinates are valid at the epoch date displayed above
 DE9736.which is a decimal equivalence of Year/Month/Day.
 DE9736
 DE9736.The orthometric height was determined by differential leveling and
 DE9736.adjusted by the NATIONAL GEODETIC SURVEY
 DE9736.in October 2007.
 DE9736
 DE9736.Significant digits in the geoid height do not necessarily reflect accuracy.
 DE9736.GEOID18 height accuracy estimate available here.
 DE9736
 DE9736.Click photographs - Photos may exist for this station.
 DE9736
 DE9736.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DE9736
 DE9736.The Laplace correction was computed from DEFLEC18 derived deflections.
 DE9736
 DE9736.The ellipsoidal height was determined by GPS observations
 DE9736.and is referenced to NAD 83.
 DE9736
 DE9736.The dynamic height is computed by dividing the NAVD 88
 DE9736.geopotential number by the normal gravity value computed on the
 DE9736.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE9736.degrees latitude (g = 980.6199 gals.).
 DE9736
 DE9736.The modeled gravity was interpolated from observed gravity values.
 DE9736
 DE9736. The following values were computed from the NAD 83(2011) position.
 DE9736
 DE9736;                    North         East     Units Scale Factor Converg.
 DE9736;SPC MN N     -   254,572.893   662,899.664   MT  0.99990306   -1 21 31.5
 DE9736;SPC MN N     -   835,211.23  2,174,863.31   sFT  0.99990306   -1 21 31.5
 DE9736;UTM  15      - 5,304,299.815   355,453.642   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  =   0.99984900
 DE9736!UTM  15      -   0.99994593  x   0.99985674  =   0.99980268
 DE9736
 DE9736_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUP5545304299(NAD 83)
 DE9736
 DE9736                          SUPERSEDED SURVEY CONTROL
 DE9736
 DE9736  NAD 83(2007)-  47 52 32.71319(N)    094 55 59.28633(W) AD(2002.00) 0
 DE9736  ELLIP H (02/10/07)  345.010  (m)                       GP(2002.00)    
 DE9736  NAD 83(1996)-  47 52 32.71291(N)    094 55 59.28634(W) AD(       ) 1
 DE9736  ELLIP H (01/24/03)  345.004  (m)                       GP(       ) 4 1
 DE9736  NAVD 88 (04/16/04)  373.157  (m)         1224.27   (f) SUPERSEDED  2 1
 DE9736  NAVD 88             373.12   (m)         1224.1    (f) LEVELING    3  
 DE9736
 DE9736.Superseded values are not recommended for survey control.
 DE9736
 DE9736.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE9736.See file dsdata.pdf to determine how the superseded data were derived.
 DE9736
 DE9736_MARKER: DD = SURVEY DISK
 DE9736_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DE9736_STAMPING: 0404 Q 2001
 DE9736_MARK LOGO: MNDT
 DE9736_PROJECTION: FLUSH
 DE9736_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DE9736_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DE9736_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE9736+SATELLITE: SATELLITE OBSERVATIONS - July 25, 2023
 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  HISTORY     - 20200129 GOOD             MNDT
 DE9736  HISTORY     - 20230725 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.
 DE9736
 DE9736                          STATION RECOVERY (2020)
 DE9736
 DE9736'RECOVERY NOTE BY MN DEPT OF TRANSP 2020 (KMS)
 DE9736'4.5 MI (7.2 KM) EAST OF RED LAKE, 5.65 MI (9.09 KM) EAST ALONG TRUNK
 DE9736'HIGHWAY 1 FROM THE JUNCTION OF TRUNK HIGHWAY 1 AND TRUNK HIGHWAY 89
 DE9736'(THE JUNCTION IS 1.0 MI (1.6 KM) WEST OF RED LAKE), AT TRUNK HIGHWAY 1
 DE9736'MILE POINT 122.65, 43.7 FT (13.3 M) SOUTH OF TRUNK HIGHWAY 1, 67.3 FT
 DE9736'(20.5 M) WEST OF A ROAD, 13.7 FT (4.2 M) WEST OF A POWER POLE, 1.0 FT
 DE9736'(0.3 M) NORTH OF A WITNESS POST.
 DE9736
 DE9736                          STATION RECOVERY (2023)
 DE9736
 DE9736'RECOVERY NOTE BY MN DEPT OF TRANSP 2023 (TJD)
 DE9736'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DS1490 ***********************************************************************
 DS1490  HT_MOD      -  This is a Height Modernization Survey Station.
 DS1490  DESIGNATION -  0404 R RESET
 DS1490  PID         -  DS1490
 DS1490  STATE/COUNTY-  MN/BELTRAMI
 DS1490  COUNTRY     -  US
 DS1490  USGS QUAD   -  REDBY OE N (2019)
 DS1490
 DS1490                         *CURRENT SURVEY CONTROL
 DS1490  ______________________________________________________________________
 DS1490* NAD 83(2011) POSITION- 47 52 33.37983(N) 094 57 24.30027(W)   ADJUSTED
 DS1490* NAD 83(2011) ELLIP HT-   342.932 (meters)        (05/14/24)   ADJUSTED
 DS1490* NAD 83(2011) EPOCH   -  2010.00
 DS1490* NAVD 88 ORTHO HEIGHT -   371.05  (meters)     1217.4   (feet) GPS OBS
 DS1490  ______________________________________________________________________
 DS1490  GEOID HEIGHT    -        -28.134 (meters)                     GEOID18
 DS1490  NAD 83(2011) X  -   -370,342.742 (meters)                     COMP
 DS1490  NAD 83(2011) Y  - -4,270,159.475 (meters)                     COMP
 DS1490  NAD 83(2011) Z  -  4,707,889.434 (meters)                     COMP
 DS1490  LAPLACE CORR    -         -2.07  (seconds)                    DEFLEC18
 DS1490
 DS1490  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DS1490  Standards:
 DS1490         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DS1490            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DS1490  -------------------------------------------------------------------
 DS1490  NETWORK    0.90   1.94           0.42   0.29   0.99      0.00149409
 DS1490  -------------------------------------------------------------------
 DS1490  Click here for local accuracies and other accuracy information.
 DS1490
 DS1490.The horizontal coordinates were established by GPS observations
 DS1490.and adjusted by the MN DEPT OF TRANSP in May 2024.
 DS1490
 DS1490.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DS1490.been affixed to the stable North American tectonic plate. See 
 DS1490.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DS1490
 DS1490.The horizontal coordinates are valid at the epoch date displayed above
 DS1490.which is a decimal equivalence of Year/Month/Day.
 DS1490
 DS1490.The orthometric height was determined by GPS observations and a
 DS1490.high-resolution geoid model using precise GPS observation and
 DS1490.processing techniques.
 DS1490
 DS1490.Significant digits in the geoid height do not necessarily reflect accuracy.
 DS1490.GEOID18 height accuracy estimate available here.
 DS1490
 DS1490.Click photographs - Photos may exist for this station.
 DS1490
 DS1490.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DS1490
 DS1490.The Laplace correction was computed from DEFLEC18 derived deflections.
 DS1490
 DS1490.The ellipsoidal height was determined by GPS observations
 DS1490.and is referenced to NAD 83.
 DS1490
 DS1490. The following values were computed from the NAD 83(2011) position.
 DS1490
 DS1490;                    North         East     Units Scale Factor Converg.
 DS1490;SPC MN N     -   254,635.642   661,134.309   MT  0.99990307   -1 22 34.5
 DS1490;SPC MN N     -   835,417.10  2,169,071.48   sFT  0.99990307   -1 22 34.5
 DS1490;UTM  15      - 5,304,364.882   353,688.448   MT  0.99986305   -1 27 05.6
 DS1490
 DS1490!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DS1490!SPC MN N     -   0.99994625  x   0.99990307  =   0.99984933
 DS1490!UTM  15      -   0.99994625  x   0.99986305  =   0.99980931
 DS1490
 DS1490_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUP5368804364(NAD 83)
 DS1490
 DS1490                          SUPERSEDED SURVEY CONTROL
 DS1490
 DS1490.No superseded survey control is available for this station.
 DS1490
 DS1490_MARKER: I = METAL ROD
 DS1490_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DS1490_STAMPING: 0404 R RESET 2023
 DS1490_MARK LOGO: MNDT
 DS1490_PROJECTION: RECESSED 8 CENTIMETERS
 DS1490_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DS1490_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DS1490_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DS1490+SATELLITE: SATELLITE OBSERVATIONS - July 25, 2023
 DS1490_ROD/PIPE-DEPTH: 13.7 meters
 DS1490
 DS1490  HISTORY     - Date     Condition        Report By
 DS1490  HISTORY     - 20230725 MONUMENTED       MNDT
 DS1490
 DS1490                          STATION DESCRIPTION
 DS1490
 DS1490'DESCRIBED BY MN DEPT OF TRANSP 2023 (TJD)
 DS1490'THE MARK IS LOCATED ABOUT 8.8 MI (14.2 KM) NORTHWEST OF NEBISH, 2.8 MI
 DS1490'(4.5 KM) EAST OF RED LAKE AND 2.1 MI (3.4 KM) WEST OF REDBY.
 DS1490'
 DS1490'THE MARK WAS LOCATED ABOUT 3.0 MI (4.8 KM) EAST OF RED LAKE, 4.5 MI
 DS1490'(7.2 KM) EAST ALONG TRUNK HIGHWAY 1 FROM THE JUNCTION OF TRUNK HIGHWAY
 DS1490'1 AND TRUNK HIGHWAY 89 (THE JUNCTION IS 1.0 MI (1.6 KM) WEST OF RED
 DS1490'LAKE), AT TRUNK HIGHWAY 1 MILE POINT 121.35.
 DS1490'
 DS1490'IT IS 44.7 FT (13.6 M) NORTH OF TRUNK HIGHWAY 1, 161.5 FT (49.2 M)
 DS1490'EAST OF A DRIVEWAY, 11.6 FT (3.5 M) WEST OF A POWER POLE AND 1.5 FT
 DS1490'(0.5 M) SOUTH OF A WITNESS POST.
 DS1490'
 DS1490'NOTE-THE STATION STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER
 DS1490'ALUMINUM ROD DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION
 DS1490'REMOVABLE DISK SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY
 DS1490'A SIX-INCH PVC PIPE BACK FILLED WITH WASHED SAND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DS1491 ***********************************************************************
 DS1491  HT_MOD      -  This is a Height Modernization Survey Station.
 DS1491  DESIGNATION -  0404 S RESET
 DS1491  PID         -  DS1491
 DS1491  STATE/COUNTY-  MN/BELTRAMI
 DS1491  COUNTRY     -  US
 DS1491  USGS QUAD   -  REDBY OE N (2019)
 DS1491
 DS1491                         *CURRENT SURVEY CONTROL
 DS1491  ______________________________________________________________________
 DS1491* NAD 83(2011) POSITION- 47 52 33.26362(N) 094 58 42.30862(W)   ADJUSTED
 DS1491* NAD 83(2011) ELLIP HT-   342.758 (meters)        (05/14/24)   ADJUSTED
 DS1491* NAD 83(2011) EPOCH   -  2010.00
 DS1491* NAVD 88 ORTHO HEIGHT -   370.87  (meters)     1216.8   (feet) GPS OBS
 DS1491  ______________________________________________________________________
 DS1491  GEOID HEIGHT    -        -28.119 (meters)                     GEOID18
 DS1491  NAD 83(2011) X  -   -371,957.890 (meters)                     COMP
 DS1491  NAD 83(2011) Y  - -4,270,021.643 (meters)                     COMP
 DS1491  NAD 83(2011) Z  -  4,707,886.898 (meters)                     COMP
 DS1491  LAPLACE CORR    -         -2.11  (seconds)                    DEFLEC18
 DS1491
 DS1491  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DS1491  Standards:
 DS1491         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DS1491            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DS1491  -------------------------------------------------------------------
 DS1491  NETWORK    0.92   2.08           0.43   0.29   1.06     -0.01581931
 DS1491  -------------------------------------------------------------------
 DS1491  Click here for local accuracies and other accuracy information.
 DS1491
 DS1491.The horizontal coordinates were established by GPS observations
 DS1491.and adjusted by the MN DEPT OF TRANSP in May 2024.
 DS1491
 DS1491.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DS1491.been affixed to the stable North American tectonic plate. See 
 DS1491.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DS1491
 DS1491.The horizontal coordinates are valid at the epoch date displayed above
 DS1491.which is a decimal equivalence of Year/Month/Day.
 DS1491
 DS1491.The orthometric height was determined by GPS observations and a
 DS1491.high-resolution geoid model using precise GPS observation and
 DS1491.processing techniques.
 DS1491
 DS1491.Significant digits in the geoid height do not necessarily reflect accuracy.
 DS1491.GEOID18 height accuracy estimate available here.
 DS1491
 DS1491.Click photographs - Photos may exist for this station.
 DS1491
 DS1491.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DS1491
 DS1491.The Laplace correction was computed from DEFLEC18 derived deflections.
 DS1491
 DS1491.The ellipsoidal height was determined by GPS observations
 DS1491.and is referenced to NAD 83.
 DS1491
 DS1491. The following values were computed from the NAD 83(2011) position.
 DS1491
 DS1491;                    North         East     Units Scale Factor Converg.
 DS1491;SPC MN N     -   254,671.209   659,513.923   MT  0.99990307   -1 23 32.4
 DS1491;SPC MN N     -   835,533.79  2,163,755.26   sFT  0.99990307   -1 23 32.4
 DS1491;UTM  15      - 5,304,402.577   352,068.170   MT  0.99986891   -1 28 03.5
 DS1491
 DS1491!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DS1491!SPC MN N     -   0.99994628  x   0.99990307  =   0.99984936
 DS1491!UTM  15      -   0.99994628  x   0.99986891  =   0.99981520
 DS1491
 DS1491_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUP5206804402(NAD 83)
 DS1491
 DS1491                          SUPERSEDED SURVEY CONTROL
 DS1491
 DS1491.No superseded survey control is available for this station.
 DS1491
 DS1491_MARKER: F = FLANGE-ENCASED ROD
 DS1491_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DS1491_STAMPING: 0404 S RESET 2023
 DS1491_MARK LOGO: MNDT
 DS1491_PROJECTION: RECESSED 30 CENTIMETERS
 DS1491_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DS1491_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DS1491_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DS1491+SATELLITE: SATELLITE OBSERVATIONS - July 26, 2023
 DS1491_ROD/PIPE-DEPTH: 7.0 meters
 DS1491
 DS1491  HISTORY     - Date     Condition        Report By
 DS1491  HISTORY     - 20230726 MONUMENTED       MNDT
 DS1491
 DS1491                          STATION DESCRIPTION
 DS1491
 DS1491'DESCRIBED BY MN DEPT OF TRANSP 2023 (TJD)
 DS1491'THE STATION IS LOCATED ABOUT 9.5 MI (15.2 KM) NORTHWEST OF NEBISH, 3.1
 DS1491'MI (4.9 KM) WEST OF REDBY AND 1.8 MI (2.9 KM) EAST OF RED LAKE.
 DS1491'
 DS1491'THE MARK WAS LOCATED ABOUT 2.0 MI (3.2 KM) EAST OF RED LAKE, 3.6 MI
 DS1491'(5.8 KM) EAST ALONG TRUNK HIGHWAY 1 FROM THE JUNCTION OF TRUNK HIGHWAY
 DS1491'1 AND TRUNK HIGHWAY 89 (THE JUNCTION IS 1.0 MI (1.6 KM) WEST OF RED
 DS1491'LAKE), AT TRUNK HIGHWAY 1 MILE POINT 120.3.
 DS1491'
 DS1491'IT IS  45.5 FT (13.9 M) NORTH OF TRUNK HIGHWAY 1, 38.8 FT (11.8 M)
 DS1491'EAST OF A POWER POLE AND 1.5 FT (0.5 M) SOUTH OF A WITNESS POST.
 DS1491'
 DS1491'NOTE-THE STATION STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER
 DS1491'ALUMINUM ROD DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION
 DS1491'REMOVABLE DISK SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY
 DS1491'A SIX-INCH PVC PIPE BACK FILLED WITH WASHED SAND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DE9739 ***********************************************************************
 DE9739  DESIGNATION -  0404 T
 DE9739  PID         -  DE9739
 DE9739  STATE/COUNTY-  MN/BELTRAMI
 DE9739  COUNTRY     -  US
 DE9739  USGS QUAD   -  REDBY OE N (2019)
 DE9739
 DE9739                         *CURRENT SURVEY CONTROL
 DE9739  ______________________________________________________________________
 DE9739* NAD 83(2011) POSITION- 47 52 33.93750(N) 094 59 51.55392(W)   ADJUSTED
 DE9739* NAD 83(2011) ELLIP HT-   347.025 (meters)        (06/27/12)   ADJUSTED
 DE9739* NAD 83(2011) EPOCH   -  2010.00
 DE9739* NAVD 88 ORTHO HEIGHT -   375.132 (meters)     1230.75  (feet) ADJUSTED
 DE9739  ______________________________________________________________________
 DE9739  GEOID HEIGHT    -        -28.106 (meters)                     GEOID18
 DE9739  NAD 83(2011) X  -   -373,390.265 (meters)                     COMP
 DE9739  NAD 83(2011) Y  - -4,269,884.004 (meters)                     COMP
 DE9739  NAD 83(2011) Z  -  4,707,904.024 (meters)                     COMP
 DE9739  LAPLACE CORR    -         -2.12  (seconds)                    DEFLEC18
 DE9739  DYNAMIC HEIGHT  -        375.193 (meters)     1230.95  (feet) COMP
 DE9739  MODELED GRAVITY -    980,763.0   (mgal)                       NAVD 88
 DE9739
 DE9739  VERT ORDER      -  SECOND    CLASS I
 DE9739
 DE9739  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DE9739  Standards:
 DE9739         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DE9739            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DE9739  -------------------------------------------------------------------
 DE9739  NETWORK    0.28   0.47           0.13   0.09   0.24      0.00360670
 DE9739  -------------------------------------------------------------------
 DE9739  Click here for local accuracies and other accuracy information.
 DE9739
 DE9739.The horizontal coordinates were established by GPS observations
 DE9739.and adjusted by the National Geodetic Survey in June 2012.
 DE9739
 DE9739.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DE9739.been affixed to the stable North American tectonic plate. See 
 DE9739.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DE9739
 DE9739.The horizontal coordinates are valid at the epoch date displayed above
 DE9739.which is a decimal equivalence of Year/Month/Day.
 DE9739
 DE9739.The orthometric height was determined by differential leveling and
 DE9739.adjusted by the NATIONAL GEODETIC SURVEY
 DE9739.in October 2007.
 DE9739
 DE9739.Significant digits in the geoid height do not necessarily reflect accuracy.
 DE9739.GEOID18 height accuracy estimate available here.
 DE9739
 DE9739.Click photographs - Photos may exist for this station.
 DE9739
 DE9739.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DE9739
 DE9739.The Laplace correction was computed from DEFLEC18 derived deflections.
 DE9739
 DE9739.The ellipsoidal height was determined by GPS observations
 DE9739.and is referenced to NAD 83.
 DE9739
 DE9739.The dynamic height is computed by dividing the NAVD 88
 DE9739.geopotential number by the normal gravity value computed on the
 DE9739.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE9739.degrees latitude (g = 980.6199 gals.).
 DE9739
 DE9739.The modeled gravity was interpolated from observed gravity values.
 DE9739
 DE9739. The following values were computed from the NAD 83(2011) position.
 DE9739
 DE9739;                    North         East     Units Scale Factor Converg.
 DE9739;SPC MN N     -   254,727.151   658,076.159   MT  0.99990307   -1 24 23.7
 DE9739;SPC MN N     -   835,717.33  2,159,038.20   sFT  0.99990307   -1 24 23.7
 DE9739;UTM  15      - 5,304,460.407   350,630.527   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  =   0.99984869
 DE9739!UTM  15      -   0.99994561  x   0.99987416  =   0.99981978
 DE9739
 DE9739_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUP5063004460(NAD 83)
 DE9739
 DE9739                          SUPERSEDED SURVEY CONTROL
 DE9739
 DE9739  NAD 83(2007)-  47 52 33.93827(N)    094 59 51.55493(W) AD(2002.00) 0
 DE9739  ELLIP H (02/10/07)  347.064  (m)                       GP(2002.00)    
 DE9739  NAD 83(1996)-  47 52 33.93809(N)    094 59 51.55492(W) AD(       ) 1
 DE9739  ELLIP H (01/24/03)  347.052  (m)                       GP(       ) 4 1
 DE9739  NAVD 88             375.13   (m)         1230.7    (f) LEVELING    3  
 DE9739  NAVD 88             375.18   (m)         1230.9    (f) LEVELING    3  
 DE9739  NAVD 88 (04/16/04)  375.176  (m)         1230.89   (f) SUPERSEDED  2 1
 DE9739  NAVD 88             375.14   (m)         1230.8    (f) LEVELING    3  
 DE9739
 DE9739.Superseded values are not recommended for survey control.
 DE9739
 DE9739.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE9739.See file dsdata.pdf to determine how the superseded data were derived.
 DE9739
 DE9739_MARKER: DD = SURVEY DISK
 DE9739_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DE9739_STAMPING: 0404 T 2001
 DE9739_MARK LOGO: MNDT
 DE9739_PROJECTION: RECESSED 8 CENTIMETERS
 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 - July 25, 2023
 DE9739_ROD/PIPE-DEPTH: 6.7 meters
 DE9739
 DE9739  HISTORY     - Date     Condition        Report By
 DE9739  HISTORY     - 2001     MONUMENTED       MNDT
 DE9739  HISTORY     - 20010726 GOOD             MNDT
 DE9739  HISTORY     - 20050830 GOOD             MNDT
 DE9739  HISTORY     - 20070104 GOOD             MNDT
 DE9739  HISTORY     - 20211026 GOOD             MNDT
 DE9739  HISTORY     - 20230725 GOOD             MNDT
 DE9739
 DE9739                          STATION DESCRIPTION
 DE9739
 DE9739'DESCRIBED BY MN DEPT OF TRANSP 2001 (DKH)
 DE9739'THE MARK IS 1 MI (1.6 KM) EAST OF RED LAKE, 2.4 MI (3.9 KM) EAST ALONG
 DE9739'TH 1 FROM SOUTH JCT OF TH 89, AT TH 119 MP 40.0, 46.7 FT (14.2 M)
 DE9739'NORTH OF TH 1, 29.5 FT (9.0 M) EAST OF ROAD, 50.9 FT (15.5 M) EAST OF
 DE9739'P-POLE, 1.6 FT (0.5 M) SOUTH OF WIT POST.
 DE9739
 DE9739                          STATION RECOVERY (2001)
 DE9739
 DE9739'RECOVERY NOTE BY MN DEPT OF TRANSP 2001 (WAS)
 DE9739'THE MARK IS 1 MI (1.6 KM) EAST OF RED LAKE, 2.4 MI (3.9 KM) EAST ALONG
 DE9739'TH 1 FROM SOUTH JCT OF TH 1 AND TH 89 (1 MI WEST OF RED LAKE), AT TH
 DE9739'119 MP 40.0, 46.7 FT (14.2 M) NORTH OF TH 1, 29.5 FT (9.0 M) EAST OF
 DE9739'RD, 50.9 FT (15.5 M) EAST OF P-POLE, 1.6 FT (0.5 M) SOUTH OF WIT POST,
 DE9739'FLUSH, MAGNETIC, AND SUITABLE FOR GPS.
 DE9739
 DE9739                          STATION RECOVERY (2005)
 DE9739
 DE9739'RECOVERY NOTE BY MN DEPT OF TRANSP 2005 (MPP)
 DE9739'1.0 MILES EAST OF RED LAKE, 2.4 MILES EAST ALONG TRUNK HIGHWAY 1 FROM
 DE9739'JUNCTION OF TRUNK HIGHWAY 1 AND TRUNK HIGHWAY 89 (1.0 MILES WEST OF
 DE9739'RED LAKE), AT TRUNK HIGHWAY 1 MILEPOINT 119.40, 46.7 FEET NORTH OF
 DE9739'TRUNK HIGHWAY 1, 29.5 FEET EAST OF ROAD, 50.9 FEET EAST OF POWER POLE,
 DE9739'1.6 FEET SOUTH OF WITNESS POST
 DE9739
 DE9739                          STATION RECOVERY (2007)
 DE9739
 DE9739'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (WAS)
 DE9739'1.0 MILES EAST OF RED LAKE, 2.4 MILES EAST ALONG TRUNK HIGHWAY 1 FROM
 DE9739'JUNCTION OF TRUNK HIGHWAY 1 AND TRUNK HIGHWAY 89 (1.0 MILES WEST OF
 DE9739'RED LAKE), AT TRUNK HIGHWAY 1 MILEPOINT 119.40, 46.7 FEET NORTH OF
 DE9739'TRUNK HIGHWAY 1, 29.5 FEET EAST OF ROAD, 50.9 FEET EAST OF POWER POLE,
 DE9739'1.6 FEET SOUTH OF WITNESS POST.
 DE9739
 DE9739                          STATION RECOVERY (2021)
 DE9739
 DE9739'RECOVERY NOTE BY MN DEPT OF TRANSP 2021 (KMS)
 DE9739'1.0 MI (1.6 KM) EAST OF RED LAKE, 2.4 MI (3.9 KM) EAST ALONG TRUNK
 DE9739'HIGHWAY 1 FROM THE JUNCTION OF TRUNK HIGHWAY 1 AND TRUNK HIGHWAY 89
 DE9739'(THE JUNCTION IS 1.0 MI (1.6 KM) WEST OF RED LAKE), AT TRUNK HIGHWAY 1
 DE9739'MILE POINT 119.40, 46.7 FT (14.2 M) NORTH OF TRUNK HIGHWAY 1, 29.5 FT
 DE9739'(9.0 M) EAST OF NORWAY DRIVE, 50.9 FT (15.5 M) EAST OF A POWER POLE,
 DE9739'1.0 FT (0.3 M) WEST OF A WITNESS POST.
 DE9739
 DE9739                          STATION RECOVERY (2023)
 DE9739
 DE9739'RECOVERY NOTE BY MN DEPT OF TRANSP 2023 (TJD)
 DE9739'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DM4504 ***********************************************************************
 DM4504  DESIGNATION -  0404 U
 DM4504  PID         -  DM4504
 DM4504  STATE/COUNTY-  MN/BELTRAMI
 DM4504  COUNTRY     -  US
 DM4504  USGS QUAD   -  RED LAKE OE N (2019)
 DM4504
 DM4504                         *CURRENT SURVEY CONTROL
 DM4504  ______________________________________________________________________
 DM4504* NAD 83(2011) POSITION- 47 52 30.58092(N) 095 02 08.95688(W)   ADJUSTED
 DM4504* NAD 83(2011) ELLIP HT-   340.493 (meters)        (05/14/24)   ADJUSTED
 DM4504* NAD 83(2011) EPOCH   -  2010.00
 DM4504* NAVD 88 ORTHO HEIGHT -   368.552 (meters)     1209.16  (feet) ADJUSTED
 DM4504  ______________________________________________________________________
 DM4504  GEOID HEIGHT    -        -28.077 (meters)                     GEOID18
 DM4504  NAD 83(2011) X  -   -376,240.923 (meters)                     COMP
 DM4504  NAD 83(2011) Y  - -4,269,706.558 (meters)                     COMP
 DM4504  NAD 83(2011) Z  -  4,707,829.639 (meters)                     COMP
 DM4504  LAPLACE CORR    -         -2.26  (seconds)                    DEFLEC18
 DM4504  DYNAMIC HEIGHT  -        368.611 (meters)     1209.35  (feet) COMP
 DM4504  MODELED GRAVITY -    980,763.4   (mgal)                       NAVD 88
 DM4504
 DM4504  VERT ORDER      -  SECOND    CLASS I
 DM4504
 DM4504  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DM4504  Standards:
 DM4504         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DM4504            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DM4504  -------------------------------------------------------------------
 DM4504  NETWORK    0.88   1.72           0.41   0.28   0.88      0.04193935
 DM4504  -------------------------------------------------------------------
 DM4504  Click here for local accuracies and other accuracy information.
 DM4504
 DM4504.The horizontal coordinates were established by GPS observations
 DM4504.and adjusted by the MN DEPT OF TRANSP in May 2024.
 DM4504
 DM4504.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DM4504.been affixed to the stable North American tectonic plate. See 
 DM4504.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DM4504
 DM4504.The horizontal coordinates are valid at the epoch date displayed above
 DM4504.which is a decimal equivalence of Year/Month/Day.
 DM4504
 DM4504.The orthometric height was determined by differential leveling and
 DM4504.adjusted by the NATIONAL GEODETIC SURVEY
 DM4504.in June 2011.
 DM4504
 DM4504.No vertical observational check was made to the station.
 DM4504
 DM4504.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM4504.GEOID18 height accuracy estimate available here.
 DM4504
 DM4504.Click photographs - Photos may exist for this station.
 DM4504
 DM4504.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DM4504
 DM4504.The Laplace correction was computed from DEFLEC18 derived deflections.
 DM4504
 DM4504.The ellipsoidal height was determined by GPS observations
 DM4504.and is referenced to NAD 83.
 DM4504
 DM4504.The dynamic height is computed by dividing the NAVD 88
 DM4504.geopotential number by the normal gravity value computed on the
 DM4504.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM4504.degrees latitude (g = 980.6199 gals.).
 DM4504
 DM4504.The modeled gravity was interpolated from observed gravity values.
 DM4504
 DM4504. The following values were computed from the NAD 83(2011) position.
 DM4504
 DM4504;                    North         East     Units Scale Factor Converg.
 DM4504;SPC MN N     -   254,694.305   655,219.642   MT  0.99990306   -1 26 05.5
 DM4504;SPC MN N     -   835,609.57  2,149,666.44   sFT  0.99990306   -1 26 05.5
 DM4504;UTM  15      - 5,304,431.319   347,774.036   MT  0.99988475   -1 30 36.8
 DM4504
 DM4504!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DM4504!SPC MN N     -   0.99994664  x   0.99990306  =   0.99984970
 DM4504!UTM  15      -   0.99994664  x   0.99988475  =   0.99983139
 DM4504
 DM4504_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUP4777404431(NAD 83)
 DM4504
 DM4504                          SUPERSEDED SURVEY CONTROL
 DM4504
 DM4504.No superseded survey control is available for this station.
 DM4504
 DM4504_MARKER: I = METAL ROD
 DM4504_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DM4504_STAMPING: 0404 U 2008
 DM4504_MARK LOGO: MNDT
 DM4504_PROJECTION: RECESSED 3 CENTIMETERS
 DM4504_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DM4504_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DM4504_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DM4504+SATELLITE: SATELLITE OBSERVATIONS - July 25, 2023
 DM4504_ROD/PIPE-DEPTH: 9.1 meters
 DM4504
 DM4504  HISTORY     - Date     Condition        Report By
 DM4504  HISTORY     - 20080701 MONUMENTED       MNDT
 DM4504  HISTORY     - 20230725 GOOD             MNDT
 DM4504
 DM4504                          STATION DESCRIPTION
 DM4504
 DM4504'DESCRIBED BY MN DEPT OF TRANSP 2008 (WAS)
 DM4504'THE STATION IS LOCATED ABOUT 17.4 KM (10.8 MI) NORTH-NORTHEAST OF
 DM4504'DEBS, 9.2 KM (5.7 MI) WEST OF REDBY AND 1.4 KM (0.9 MI) WEST OF RED
 DM4504'LAKE, MINNESOTA.
 DM4504'
 DM4504'FROM THE JUNCTION OF TRUNK HIGHWAY 1 AND TRUNK HIGHWAY 89 IN RED LAKE,
 DM4504'GO 0.65 MI (1.0 KM) EAST ALONG TRUNK HIGHWAY 1 TO MILE POINT 117.65
 DM4504'AND THE MARK ON THE LEFT.
 DM4504'
 DM4504'THE MARK IS FOUND 65.7 FT (20.0 M) NORTH OF TRUNK HIGHWAY 1, 22.6 FT
 DM4504'(6.9 M) EAST OF THE PUBLIC ENTRANCE TO THE RED LAKE CRIMINAL JUSTICE
 DM4504'COMPLEX, 1.3 FT (0.4 M) SOUTH OF A CHAIN LINK FENCE AND 1.1 FT (0.3 M)
 DM4504'SOUTH OF IT'S WITNESS POST.
 DM4504
 DM4504                          STATION RECOVERY (2023)
 DM4504
 DM4504'RECOVERY NOTE BY MN DEPT OF TRANSP 2023 (TJD)
 DM4504'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DP2284 ***********************************************************************
 DP2284  DESIGNATION -  0404 V
 DP2284  PID         -  DP2284
 DP2284  STATE/COUNTY-  MN/BELTRAMI
 DP2284  COUNTRY     -  US
 DP2284  USGS QUAD   -  SAUM (2019)
 DP2284
 DP2284                         *CURRENT SURVEY CONTROL
 DP2284  ______________________________________________________________________
 DP2284* NAD 83(1986) POSITION- 47 52 31.49   (N) 094 42 38.84   (W)   HD_HELD1
 DP2284* NAVD 88 ORTHO HEIGHT -   363.173 (meters)     1191.51  (feet) ADJUSTED
 DP2284  ______________________________________________________________________
 DP2284  GEOID HEIGHT    -        -28.233 (meters)                     GEOID18
 DP2284  DYNAMIC HEIGHT  -        363.236 (meters)     1191.72  (feet) COMP
 DP2284  MODELED GRAVITY -    980,773.6   (mgal)                       NAVD 88
 DP2284
 DP2284  VERT ORDER      -  SECOND    CLASS I
 DP2284
 DP2284.The horizontal coordinates were determined by differentially corrected
 DP2284.hand held GPS observations or other comparable positioning techniques
 DP2284.and have an estimated accuracy of +/- 3 meters.
 DP2284
 DP2284.The orthometric height was determined by differential leveling and
 DP2284.adjusted by the NATIONAL GEODETIC SURVEY
 DP2284.in September 2014.
 DP2284
 DP2284.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP2284.GEOID18 height accuracy estimate available here.
 DP2284
 DP2284.Click photographs - Photos may exist for this station.
 DP2284
 DP2284.The dynamic height is computed by dividing the NAVD 88
 DP2284.geopotential number by the normal gravity value computed on the
 DP2284.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP2284.degrees latitude (g = 980.6199 gals.).
 DP2284
 DP2284.The modeled gravity was interpolated from observed gravity values.
 DP2284
 DP2284;                    North         East    Units  Estimated Accuracy
 DP2284;SPC MN N     -   254,164.7     679,525.6     MT  (+/- 3 meters HH1 GPS) 
 DP2284
 DP2284_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUP7207703869(NAD 83)
 DP2284
 DP2284                          SUPERSEDED SURVEY CONTROL
 DP2284
 DP2284.No superseded survey control is available for this station.
 DP2284
 DP2284_MARKER: I = METAL ROD
 DP2284_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DP2284_STAMPING: 0404 V 2012
 DP2284_MARK LOGO: MNDT
 DP2284_PROJECTION: RECESSED 69 CENTIMETERS
 DP2284_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DP2284_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DP2284_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DP2284+SATELLITE: SATELLITE OBSERVATIONS - July 19, 2023
 DP2284_ROD/PIPE-DEPTH: 10.7 meters
 DP2284
 DP2284  HISTORY     - Date     Condition        Report By
 DP2284  HISTORY     - 20120828 MONUMENTED       MNDT
 DP2284  HISTORY     - 20130905 GOOD             MNDT
 DP2284  HISTORY     - 20171027 GOOD             MNDT
 DP2284  HISTORY     - 20230719 GOOD             MNDT
 DP2284
 DP2284                          STATION DESCRIPTION
 DP2284
 DP2284'DESCRIBED BY MN DEPT OF TRANSP 2013 (JBG)
 DP2284'THE STATION IS LOCATED ABOUT 9.6 MI (15.4 KM) NORTHEAST OF NEBBISH,
 DP2284'9.4 MI (15.1 KM) EAST OF REDBY AND 7.0 MI (11.3 KM) SOUTH-SOUTHWEST OF
 DP2284'SAUM.
 DP2284'
 DP2284'TO REACH THE MARK GO 12.55 MI (20.2 KM) WEST ALONG TRUNK HIGHWAY 1
 DP2284'FROM EAST JUNCTION OF TRUNK HIGHWAY 1 AND TRUNK HIGHWAY 72 IN SHOOK'S,
 DP2284'AT TRUNK HIGHWAY 1 MILE POINT 133.75.
 DP2284'
 DP2284'THE MARK IS LOCATED 27.4 FT (8.4 M) SOUTH OF TRUNK HIGHWAY 1, 1.5 FT
 DP2284'(0.5 M) NORTH OF A WITNESS POST.
 DP2284'
 DP2284'NOTE - THE STATION MARK CONSISTS OF A 3/4 INCH (19 MM) DIAMETER
 DP2284'ALUMINUM ROD DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL MARK
 DP2284'REMOVABLE DISK SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY
 DP2284'A SIX-INCH PVC PIPE BACKFILLED WITH WASHED SAND.
 DP2284
 DP2284                          STATION RECOVERY (2017)
 DP2284
 DP2284'RECOVERY NOTE BY MN DEPT OF TRANSP 2017 (DAS)
 DP2284'12.55 MI (20.19 KM) WEST OF SHOOKS, 12.55 MI (20.19 KM) WEST ALONG
 DP2284'TRUNK HIGHWAY 1 FROM THE EAST JUNCTION OF TRUNK HIGHWAY 1 AND TRUNK
 DP2284'HIGHWAY 72 IN SHOOKS, AT TRUNK HIGHWAY 1 MILE POINT 133.75, 27.4 FT
 DP2284'(8.4 M) SOUTH OF TRUNK HIGHWAY 1, 1.5 FT (0.5 M) NORTH OF A WITNESS
 DP2284'POST.
 DP2284
 DP2284                          STATION RECOVERY (2023)
 DP2284
 DP2284'RECOVERY NOTE BY MN DEPT OF TRANSP 2023 (TJD)
 DP2284'12.55 MI (20.19 KM) WEST OF SHOOKS, 12.55 MI (20.19 KM) WEST ALONG
 DP2284'TRUNK HIGHWAY 1 FROM THE EAST JUNCTION OF TRUNK HIGHWAY 1 AND TRUNK
 DP2284'HIGHWAY 72 IN SHOOKS, AT TRUNK HIGHWAY 1 MILE POINT 133.75, 27.4 FT
 DP2284'(8.4 M) SOUTH OF TRUNK HIGHWAY 1, 1.5 FT (0.5 M) NORTH OF A WITNESS
 DP2284'POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DP2283 ***********************************************************************
 DP2283  DESIGNATION -  0404 W
 DP2283  PID         -  DP2283
 DP2283  STATE/COUNTY-  MN/BELTRAMI
 DP2283  COUNTRY     -  US
 DP2283  USGS QUAD   -  SAUM (2019)
 DP2283
 DP2283                         *CURRENT SURVEY CONTROL
 DP2283  ______________________________________________________________________
 DP2283* NAD 83(2011) POSITION- 47 52 31.56128(N) 094 41 28.97824(W)   ADJUSTED
 DP2283* NAD 83(2011) ELLIP HT-   341.092 (meters)        (03/13/23)   ADJUSTED
 DP2283* NAD 83(2011) EPOCH   -  2010.00
 DP2283* NAVD 88 ORTHO HEIGHT -   369.339 (meters)     1211.74  (feet) ADJUSTED
 DP2283  ______________________________________________________________________
 DP2283  GEOID HEIGHT    -        -28.235 (meters)                     GEOID18
 DP2283  NAD 83(2011) X  -   -350,564.767 (meters)                     COMP
 DP2283  NAD 83(2011) Y  - -4,271,869.214 (meters)                     COMP
 DP2283  NAD 83(2011) Z  -  4,707,850.394 (meters)                     COMP
 DP2283  LAPLACE CORR    -         -0.45  (seconds)                    DEFLEC18
 DP2283  DYNAMIC HEIGHT  -        369.403 (meters)     1211.95  (feet) COMP
 DP2283  MODELED GRAVITY -    980,774.8   (mgal)                       NAVD 88
 DP2283
 DP2283  VERT ORDER      -  SECOND    CLASS I
 DP2283
 DP2283  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DP2283  Standards:
 DP2283         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DP2283            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DP2283  -------------------------------------------------------------------
 DP2283  NETWORK    0.58   1.00           0.27   0.19   0.51      0.02350934
 DP2283  -------------------------------------------------------------------
 DP2283  Click here for local accuracies and other accuracy information.
 DP2283
 DP2283.The horizontal coordinates were established by GPS observations
 DP2283.and adjusted by the MN DEPT OF TRANSP in March 2023.
 DP2283
 DP2283.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DP2283.been affixed to the stable North American tectonic plate. See 
 DP2283.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DP2283
 DP2283.The horizontal coordinates are valid at the epoch date displayed above
 DP2283.which is a decimal equivalence of Year/Month/Day.
 DP2283
 DP2283.The orthometric height was determined by differential leveling and
 DP2283.adjusted by the NATIONAL GEODETIC SURVEY
 DP2283.in September 2014.
 DP2283
 DP2283.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP2283.GEOID18 height accuracy estimate available here.
 DP2283
 DP2283.Click photographs - Photos may exist for this station.
 DP2283
 DP2283.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DP2283
 DP2283.The Laplace correction was computed from DEFLEC18 derived deflections.
 DP2283
 DP2283.The ellipsoidal height was determined by GPS observations
 DP2283.and is referenced to NAD 83.
 DP2283
 DP2283.The dynamic height is computed by dividing the NAVD 88
 DP2283.geopotential number by the normal gravity value computed on the
 DP2283.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP2283.degrees latitude (g = 980.6199 gals.).
 DP2283
 DP2283.The modeled gravity was interpolated from observed gravity values.
 DP2283
 DP2283. The following values were computed from the NAD 83(2011) position.
 DP2283
 DP2283;                    North         East     Units Scale Factor Converg.
 DP2283;SPC MN N     -   254,136.830   680,976.838   MT  0.99990306   -1 10 46.4
 DP2283;SPC MN N     -   833,780.58  2,234,171.51   sFT  0.99990306   -1 10 46.4
 DP2283;UTM  15      - 5,303,840.069   373,528.835   MT  0.99979655   -1 15 16.7
 DP2283
 DP2283!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DP2283!SPC MN N     -   0.99994654  x   0.99990306  =   0.99984961
 DP2283!UTM  15      -   0.99994654  x   0.99979655  =   0.99974310
 DP2283
 DP2283_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUP7352803840(NAD 83)
 DP2283
 DP2283                          SUPERSEDED SURVEY CONTROL
 DP2283
 DP2283.No superseded survey control is available for this station.
 DP2283
 DP2283_MARKER: I = METAL ROD
 DP2283_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DP2283_STAMPING: 0404 W 2012
 DP2283_MARK LOGO: MNDT
 DP2283_PROJECTION: RECESSED 3 CENTIMETERS
 DP2283_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DP2283_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DP2283_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP2283+SATELLITE: SATELLITE OBSERVATIONS - July 19, 2023
 DP2283_ROD/PIPE-DEPTH: 11.6 meters
 DP2283
 DP2283  HISTORY     - Date     Condition        Report By
 DP2283  HISTORY     - 20120828 MONUMENTED       MNDT
 DP2283  HISTORY     - 20211026 GOOD             MNDT
 DP2283  HISTORY     - 20221116 GOOD             MNDT
 DP2283  HISTORY     - 20230719 GOOD             MNDT
 DP2283
 DP2283                          STATION DESCRIPTION
 DP2283
 DP2283'DESCRIBED BY MN DEPT OF TRANSP 2012
 DP2283'THE STATION IS LOCATED ABOUT 10.3 MI (16.6 KM) EAST OF REDBY, 10.2 MI
 DP2283'(16.4 KM) NORTHEAST OF NEBBISH AND 6.9 MI (11.1 KM) SOUTH OF SAUM.
 DP2283'
 DP2283'TO REACH THE MARK GO 11.7 MI (18.8 KM) WEST ALONG TRUNK HIGHWAY 1 FROM
 DP2283'THE EAST JUNCTION OF TRUNK HIGHWAY 1 AND TRUNK HIGHWAY 72 IN SHOOK'S,
 DP2283'AT TRUNK HIGHWAY 1 MILE POINT 134.6.
 DP2283'
 DP2283'THE MARK IS LOCATED 72.9 FT (22.2 M) NORTH OF TRUNK HIGHWAY 1, 22.0 FT
 DP2283'(6.7 M) EAST OF A FIELD ENTRANCE, 1.5 FT (0.5 M) WEST OF A WITNESS
 DP2283'POST.
 DP2283'
 DP2283'NOTE - THE STATION MARK CONSISTS OF A 3/4 INCH (19 MM) DIAMETER
 DP2283'ALUMINUM ROD DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL MARK
 DP2283'REMOVABLE DISK SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY
 DP2283'A SIX-INCH PVC PIPE BACKFILLED WITH WASHED SAND.
 DP2283
 DP2283                          STATION RECOVERY (2021)
 DP2283
 DP2283'RECOVERY NOTE BY MN DEPT OF TRANSP 2021 (KMS)
 DP2283'RECOVERED IN GOOD CONDITION.
 DP2283
 DP2283                          STATION RECOVERY (2022)
 DP2283
 DP2283'RECOVERY NOTE BY MN DEPT OF TRANSP 2022 (AXD)
 DP2283'RECOVERED AS DESCRIBED.
 DP2283
 DP2283                          STATION RECOVERY (2023)
 DP2283
 DP2283'RECOVERY NOTE BY MN DEPT OF TRANSP 2023 (TJD)
 DP2283'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DP2275 ***********************************************************************
 DP2275  DESIGNATION -  0404 X
 DP2275  PID         -  DP2275
 DP2275  STATE/COUNTY-  MN/BELTRAMI
 DP2275  COUNTRY     -  US
 DP2275  USGS QUAD   -  BORDEN LAKE (2019)
 DP2275
 DP2275                         *CURRENT SURVEY CONTROL
 DP2275  ______________________________________________________________________
 DP2275* NAD 83(2011) POSITION- 47 52 29.33818(N) 094 32 54.78900(W)   ADJUSTED
 DP2275* NAD 83(2011) ELLIP HT-   373.093 (meters)        (03/13/23)   ADJUSTED
 DP2275* NAD 83(2011) EPOCH   -  2010.00
 DP2275* NAVD 88 ORTHO HEIGHT -   401.330 (meters)     1316.70  (feet) ADJUSTED
 DP2275  ______________________________________________________________________
 DP2275  GEOID HEIGHT    -        -28.251 (meters)                     GEOID18
 DP2275  NAD 83(2011) X  -   -339,920.259 (meters)                     COMP
 DP2275  NAD 83(2011) Y  - -4,272,802.013 (meters)                     COMP
 DP2275  NAD 83(2011) Z  -  4,707,828.072 (meters)                     COMP
 DP2275  LAPLACE CORR    -         -0.87  (seconds)                    DEFLEC18
 DP2275  DYNAMIC HEIGHT  -        401.399 (meters)     1316.92  (feet) COMP
 DP2275  MODELED GRAVITY -    980,771.6   (mgal)                       NAVD 88
 DP2275
 DP2275  VERT ORDER      -  SECOND    CLASS I
 DP2275
 DP2275  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DP2275  Standards:
 DP2275         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DP2275            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DP2275  -------------------------------------------------------------------
 DP2275  NETWORK    0.81   1.16           0.38   0.26   0.59      0.12253145
 DP2275  -------------------------------------------------------------------
 DP2275  Click here for local accuracies and other accuracy information.
 DP2275
 DP2275.The horizontal coordinates were established by GPS observations
 DP2275.and adjusted by the MN DEPT OF TRANSP in March 2023.
 DP2275
 DP2275.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DP2275.been affixed to the stable North American tectonic plate. See 
 DP2275.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DP2275
 DP2275.The horizontal coordinates are valid at the epoch date displayed above
 DP2275.which is a decimal equivalence of Year/Month/Day.
 DP2275
 DP2275.The orthometric height was determined by differential leveling and
 DP2275.adjusted by the NATIONAL GEODETIC SURVEY
 DP2275.in September 2014.
 DP2275
 DP2275.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP2275.GEOID18 height accuracy estimate available here.
 DP2275
 DP2275.Click photographs - Photos may exist for this station.
 DP2275
 DP2275.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DP2275
 DP2275.The Laplace correction was computed from DEFLEC18 derived deflections.
 DP2275
 DP2275.The ellipsoidal height was determined by GPS observations
 DP2275.and is referenced to NAD 83.
 DP2275
 DP2275.The dynamic height is computed by dividing the NAVD 88
 DP2275.geopotential number by the normal gravity value computed on the
 DP2275.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP2275.degrees latitude (g = 980.6199 gals.).
 DP2275
 DP2275.The modeled gravity was interpolated from observed gravity values.
 DP2275
 DP2275. The following values were computed from the NAD 83(2011) position.
 DP2275
 DP2275;                    North         East     Units Scale Factor Converg.
 DP2275;SPC MN N     -   253,858.130   691,656.847   MT  0.99990305   -1 04 25.3
 DP2275;SPC MN N     -   832,866.21  2,269,210.84   sFT  0.99990305   -1 04 25.3
 DP2275;UTM  15      - 5,303,547.420   384,207.160   MT  0.99976476   -1 08 55.2
 DP2275
 DP2275!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DP2275!SPC MN N     -   0.99994153  x   0.99990305  =   0.99984458
 DP2275!UTM  15      -   0.99994153  x   0.99976476  =   0.99970630
 DP2275
 DP2275_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUP8420703547(NAD 83)
 DP2275
 DP2275                          SUPERSEDED SURVEY CONTROL
 DP2275
 DP2275.No superseded survey control is available for this station.
 DP2275
 DP2275_MARKER: F = FLANGE-ENCASED ROD
 DP2275_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DP2275_STAMPING: 0404 X 2012
 DP2275_MARK LOGO: MNDT
 DP2275_PROJECTION: RECESSED 3 CENTIMETERS
 DP2275_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DP2275_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DP2275_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP2275+SATELLITE: SATELLITE OBSERVATIONS - November 16, 2022
 DP2275_ROD/PIPE-DEPTH: 4.6 meters
 DP2275
 DP2275  HISTORY     - Date     Condition        Report By
 DP2275  HISTORY     - 20120828 MONUMENTED       MNDT
 DP2275  HISTORY     - 20211101 GOOD             MNDT
 DP2275  HISTORY     - 20221116 GOOD             MNDT
 DP2275
 DP2275                          STATION DESCRIPTION
 DP2275
 DP2275'DESCRIBED BY MN DEPT OF TRANSP 2012
 DP2275'THE STATION IS LOCATED ABOUT 9.1 MI (14.6 KM) SOUTHEAST OF SAUM, 8.3
 DP2275'MI (13.4 KM) NORTHWEST OF FUNKLEY AND 6.6 MI (10.6 KM) SOUTHWEST OF
 DP2275'KELLIHER.
 DP2275'
 DP2275'TO REACH THE MARK GO 5.0 MI (8.0 KM) WEST ALONG TRUNK HIGHWAY 1 FROM
 DP2275'THE EAST JUNCTION OF TRUNK HIGHWAY 1 AND TRUNK HIGHWAY 72 IN SHOOK'S,
 DP2275'AT TRUNK HIGHWAY 1 MILE POINT 141.35.
 DP2275'
 DP2275'THE MARK IS LOCATED 72.3 FT (22.0 M) NORTH OF TRUNK HIGHWAY 1, 140.3
 DP2275'FT (42.8 M) WEST OF TRUNK HIGHWAY 72 SOUTH EXTENDED, 51.5 FT (15.7 M)
 DP2275'EAST OF DRIVEWAY NUMBER 23347, 1.8 FT (0.5 M) SOUTH OF A WITNESS POST.
 DP2275'NOTE - THE STATION MARK CONSISTS OF A 3/4 INCH (19 MM) DIAMETER
 DP2275'ALUMINUM ROD DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL MARK
 DP2275'REMOVABLE DISK SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY
 DP2275'A SIX-INCH PVC PIPE BACKFILLED WITH WASHED SAND.
 DP2275
 DP2275                          STATION RECOVERY (2021)
 DP2275
 DP2275'RECOVERY NOTE BY MN DEPT OF TRANSP 2021 (KMS)
 DP2275'RECOVERED IN GOOD CONDITION.
 DP2275
 DP2275                          STATION RECOVERY (2022)
 DP2275
 DP2275'RECOVERY NOTE BY MN DEPT OF TRANSP 2022 (AXH)
 DP2275'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DS1492 ***********************************************************************
 DS1492  HT_MOD      -  This is a Height Modernization Survey Station.
 DS1492  DESIGNATION -  0404 Y
 DS1492  PID         -  DS1492
 DS1492  STATE/COUNTY-  MN/BELTRAMI
 DS1492  COUNTRY     -  US
 DS1492  USGS QUAD   -  RED LAKE OE N (2019)
 DS1492
 DS1492                         *CURRENT SURVEY CONTROL
 DS1492  ______________________________________________________________________
 DS1492* NAD 83(2011) POSITION- 47 52 34.62982(N) 095 01 12.88137(W)   ADJUSTED
 DS1492* NAD 83(2011) ELLIP HT-   338.269 (meters)        (05/14/24)   ADJUSTED
 DS1492* NAD 83(2011) EPOCH   -  2010.00
 DS1492* NAVD 88 ORTHO HEIGHT -   366.35  (meters)     1201.9   (feet) GPS OBS
 DS1492  ______________________________________________________________________
 DS1492  GEOID HEIGHT    -        -28.090 (meters)                     GEOID18
 DS1492  NAD 83(2011) X  -   -375,071.892 (meters)                     COMP
 DS1492  NAD 83(2011) Y  - -4,269,714.800 (meters)                     COMP
 DS1492  NAD 83(2011) Z  -  4,707,911.872 (meters)                     COMP
 DS1492  LAPLACE CORR    -         -2.22  (seconds)                    DEFLEC18
 DS1492
 DS1492  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DS1492  Standards:
 DS1492         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DS1492            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DS1492  -------------------------------------------------------------------
 DS1492  NETWORK    0.86   1.72           0.40   0.28   0.88      0.05864117
 DS1492  -------------------------------------------------------------------
 DS1492  Click here for local accuracies and other accuracy information.
 DS1492
 DS1492.The horizontal coordinates were established by GPS observations
 DS1492.and adjusted by the MN DEPT OF TRANSP in May 2024.
 DS1492
 DS1492.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DS1492.been affixed to the stable North American tectonic plate. See 
 DS1492.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DS1492
 DS1492.The horizontal coordinates are valid at the epoch date displayed above
 DS1492.which is a decimal equivalence of Year/Month/Day.
 DS1492
 DS1492.The orthometric height was determined by GPS observations and a
 DS1492.high-resolution geoid model using precise GPS observation and
 DS1492.processing techniques.
 DS1492
 DS1492.Significant digits in the geoid height do not necessarily reflect accuracy.
 DS1492.GEOID18 height accuracy estimate available here.
 DS1492
 DS1492.Click photographs - Photos may exist for this station.
 DS1492
 DS1492.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DS1492
 DS1492.The Laplace correction was computed from DEFLEC18 derived deflections.
 DS1492
 DS1492.The ellipsoidal height was determined by GPS observations
 DS1492.and is referenced to NAD 83.
 DS1492
 DS1492. The following values were computed from the NAD 83(2011) position.
 DS1492
 DS1492;                    North         East     Units Scale Factor Converg.
 DS1492;SPC MN N     -   254,790.249   656,387.478   MT  0.99990307   -1 25 24.0
 DS1492;SPC MN N     -   835,924.34  2,153,497.92   sFT  0.99990307   -1 25 24.0
 DS1492;UTM  15      - 5,304,525.725   348,941.974   MT  0.99988040   -1 29 55.3
 DS1492
 DS1492!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DS1492!SPC MN N     -   0.99994698  x   0.99990307  =   0.99985006
 DS1492!UTM  15      -   0.99994698  x   0.99988040  =   0.99982739
 DS1492
 DS1492_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUP4894104525(NAD 83)
 DS1492
 DS1492                          SUPERSEDED SURVEY CONTROL
 DS1492
 DS1492.No superseded survey control is available for this station.
 DS1492
 DS1492_MARKER: F = FLANGE-ENCASED ROD
 DS1492_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DS1492_STAMPING: 0404 Y 2023
 DS1492_MARK LOGO: MNDT
 DS1492_PROJECTION: RECESSED 3 CENTIMETERS
 DS1492_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DS1492_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DS1492_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DS1492+SATELLITE: SATELLITE OBSERVATIONS - August 07, 2023
 DS1492_ROD/PIPE-DEPTH: 22.9 meters
 DS1492
 DS1492  HISTORY     - Date     Condition        Report By
 DS1492  HISTORY     - 20230807 MONUMENTED       MNDT
 DS1492
 DS1492                          STATION DESCRIPTION
 DS1492
 DS1492'DESCRIBED BY MN DEPT OF TRANSP 2023 (RMJ)
 DS1492'THE MARK IS LOCATED ABOUT 10.8 MI (17.4 KM) NORTHWEST OF NEBISH, 5.0
 DS1492'MI (8.0 KM) WEST OF REDBY AND IN THE TOWN OF RED LAKE, MN.
 DS1492'
 DS1492'THE MARK WAS LOCATED ABOUT IN RED LAKE, AT TRUNK HIGHWAY 1 MILE POINT
 DS1492'118.35, 47.8 FT (14.6 M) NORTH OF TRUNK HIGHWAY 1.
 DS1492'
 DS1492'IT IS 32.5 FT (9.9 M) NORTHEAST A LIGHT POLE, 6.8 FT (2.1 M) SOUTH OF
 DS1492'A WOOD FENCE AND 6.7 FT (2.0 M) SOUTH OF A WITNESS POST.
 DS1492'
 DS1492'NOTE-THE STATION STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER
 DS1492'ALUMINUM ROD DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION
 DS1492'REMOVABLE DISK SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY
 DS1492'A SIX-INCH PVC PIPE BACK FILLED WITH WASHED SAND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DS1489 ***********************************************************************
 DS1489  HT_MOD      -  This is a Height Modernization Survey Station.
 DS1489  DESIGNATION -  0404 Z
 DS1489  PID         -  DS1489
 DS1489  STATE/COUNTY-  MN/BELTRAMI
 DS1489  COUNTRY     -  US
 DS1489  USGS QUAD   -  NEBISH (2019)
 DS1489
 DS1489                         *CURRENT SURVEY CONTROL
 DS1489  ______________________________________________________________________
 DS1489* NAD 83(2011) POSITION- 47 52 15.49392(N) 094 50 41.00882(W)   ADJUSTED
 DS1489* NAD 83(2011) ELLIP HT-   337.130 (meters)        (05/14/24)   ADJUSTED
 DS1489* NAD 83(2011) EPOCH   -  2010.00
 DS1489* NAVD 88 ORTHO HEIGHT -   365.32  (meters)     1198.6   (feet) GPS OBS
 DS1489  ______________________________________________________________________
 DS1489  GEOID HEIGHT    -        -28.195 (meters)                     GEOID18
 DS1489  NAD 83(2011) X  -   -362,027.247 (meters)                     COMP
 DS1489  NAD 83(2011) Y  - -4,271,279.798 (meters)                     COMP
 DS1489  NAD 83(2011) Z  -  4,707,514.568 (meters)                     COMP
 DS1489  LAPLACE CORR    -         -1.46  (seconds)                    DEFLEC18
 DS1489
 DS1489  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DS1489  Standards:
 DS1489         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DS1489            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DS1489  -------------------------------------------------------------------
 DS1489  NETWORK    0.82   1.82           0.38   0.27   0.93      0.12252976
 DS1489  -------------------------------------------------------------------
 DS1489  Click here for local accuracies and other accuracy information.
 DS1489
 DS1489.The horizontal coordinates were established by GPS observations
 DS1489.and adjusted by the MN DEPT OF TRANSP in May 2024.
 DS1489
 DS1489.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DS1489.been affixed to the stable North American tectonic plate. See 
 DS1489.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DS1489
 DS1489.The horizontal coordinates are valid at the epoch date displayed above
 DS1489.which is a decimal equivalence of Year/Month/Day.
 DS1489
 DS1489.The orthometric height was determined by GPS observations and a
 DS1489.high-resolution geoid model using precise GPS observation and
 DS1489.processing techniques.
 DS1489
 DS1489.Significant digits in the geoid height do not necessarily reflect accuracy.
 DS1489.GEOID18 height accuracy estimate available here.
 DS1489
 DS1489.Click photographs - Photos may exist for this station.
 DS1489
 DS1489.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DS1489
 DS1489.The Laplace correction was computed from DEFLEC18 derived deflections.
 DS1489
 DS1489.The ellipsoidal height was determined by GPS observations
 DS1489.and is referenced to NAD 83.
 DS1489
 DS1489. The following values were computed from the NAD 83(2011) position.
 DS1489
 DS1489;                    North         East     Units Scale Factor Converg.
 DS1489;SPC MN N     -   253,888.241   669,498.715   MT  0.99990301   -1 17 35.6
 DS1489;SPC MN N     -   832,965.00  2,196,513.70   sFT  0.99990301   -1 17 35.6
 DS1489;UTM  15      - 5,303,606.544   362,051.408   MT  0.99983384   -1 22 06.0
 DS1489
 DS1489!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DS1489!SPC MN N     -   0.99994716  x   0.99990301  =   0.99985018
 DS1489!UTM  15      -   0.99994716  x   0.99983384  =   0.99978101
 DS1489
 DS1489_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUP6205103606(NAD 83)
 DS1489
 DS1489                          SUPERSEDED SURVEY CONTROL
 DS1489
 DS1489.No superseded survey control is available for this station.
 DS1489
 DS1489_MARKER: F = FLANGE-ENCASED ROD
 DS1489_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DS1489_STAMPING: 0404 Z 2023
 DS1489_MARK LOGO: MNDT
 DS1489_PROJECTION: RECESSED 5 CENTIMETERS
 DS1489_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DS1489_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DS1489_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DS1489+SATELLITE: SATELLITE OBSERVATIONS - August 07, 2023
 DS1489_ROD/PIPE-DEPTH: 4.0 meters
 DS1489
 DS1489  HISTORY     - Date     Condition        Report By
 DS1489  HISTORY     - 20230807 MONUMENTED       MNDT
 DS1489
 DS1489                          STATION DESCRIPTION
 DS1489
 DS1489'DESCRIBED BY MN DEPT OF TRANSP 2023 (RMJ)
 DS1489'THE MARK IS LOCATED ABOUT 8.0 MI (12.9 KM) EAST OF RED LAKE, 6.9 MI
 DS1489'(11.1 KM) NORTH OF NEBISH AND 3.2 MI (5.1 KM) EAST OF REDBY.
 DS1489'
 DS1489'THE MARK WAS LOCATED ABOUT 7.9 MI (12.7 KM) EAST OF RED LAKE, 8.9 MI
 DS1489'(14.3 KM) EAST ALONG TRUNK HIGHWAY 1 FROM THE JUNCTION OF TRUNK
 DS1489'HIGHWAY 1 AND TRUNK HIGHWAY 89 (THE JUNCTION IS 1.0 MI (1.6 KM) WEST
 DS1489'OF RED LAKE), AT TRUNK HIGHWAY 1 MILE POINT 126.9.
 DS1489'
 DS1489'IT IS 26.1 FT (8.0 M) NORTHEAST OF TRUNK HIGHWAY 1, 40.0 FT (12.2 M)
 DS1489'SOUTHEAST OF A CULVERT CENTERLINE AND 112.8 FT (34.4 M) SOUTHWEST OF A
 DS1489'WITNESS POST.
 DS1489'
 DS1489'NOTE-THE STATION STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER
 DS1489'ALUMINUM ROD DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION
 DS1489'REMOVABLE DISK SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY
 DS1489'A SIX-INCH PVC PIPE BACK FILLED WITH WASHED SAND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DE9723 ***********************************************************************
 DE9723  DESIGNATION -  0405 C
 DE9723  PID         -  DE9723
 DE9723  STATE/COUNTY-  MN/BELTRAMI
 DE9723  COUNTRY     -  US
 DE9723  USGS QUAD   -  BORDEN LAKE (2019)
 DE9723
 DE9723                         *CURRENT SURVEY CONTROL
 DE9723  ______________________________________________________________________
 DE9723* NAD 83(2011) POSITION- 47 52 29.66693(N) 094 30 15.67854(W)   ADJUSTED
 DE9723* NAD 83(2011) ELLIP HT-   380.742 (meters)        (06/27/12)   ADJUSTED
 DE9723* NAD 83(2011) EPOCH   -  2010.00
 DE9723* NAVD 88 ORTHO HEIGHT -   409.018 (meters)     1341.92  (feet) ADJUSTED
 DE9723  ______________________________________________________________________
 DE9723  GEOID HEIGHT    -        -28.269 (meters)                     GEOID18
 DE9723  NAD 83(2011) X  -   -336,623.976 (meters)                     COMP
 DE9723  NAD 83(2011) Y  - -4,273,060.560 (meters)                     COMP
 DE9723  NAD 83(2011) Z  -  4,707,840.556 (meters)                     COMP
 DE9723  LAPLACE CORR    -         -1.82  (seconds)                    DEFLEC18
 DE9723  DYNAMIC HEIGHT  -        409.088 (meters)     1342.15  (feet) COMP
 DE9723  MODELED GRAVITY -    980,770.4   (mgal)                       NAVD 88
 DE9723
 DE9723  VERT ORDER      -  SECOND    CLASS I
 DE9723
 DE9723  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DE9723  Standards:
 DE9723         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DE9723            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DE9723  -------------------------------------------------------------------
 DE9723  NETWORK    0.56   0.55           0.25   0.20   0.28      0.07288783
 DE9723  -------------------------------------------------------------------
 DE9723  Click here for local accuracies and other accuracy information.
 DE9723
 DE9723.The horizontal coordinates were established by GPS observations
 DE9723.and adjusted by the National Geodetic Survey in June 2012.
 DE9723
 DE9723.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DE9723.been affixed to the stable North American tectonic plate. See 
 DE9723.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DE9723
 DE9723.The horizontal coordinates are valid at the epoch date displayed above
 DE9723.which is a decimal equivalence of Year/Month/Day.
 DE9723
 DE9723.The orthometric height was determined by differential leveling and
 DE9723.adjusted by the NATIONAL GEODETIC SURVEY
 DE9723.in October 2007.
 DE9723
 DE9723.Significant digits in the geoid height do not necessarily reflect accuracy.
 DE9723.GEOID18 height accuracy estimate available here.
 DE9723
 DE9723.Click photographs - Photos may exist for this station.
 DE9723
 DE9723.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DE9723
 DE9723.The Laplace correction was computed from DEFLEC18 derived deflections.
 DE9723
 DE9723.The ellipsoidal height was determined by GPS observations
 DE9723.and is referenced to NAD 83.
 DE9723
 DE9723.The dynamic height is computed by dividing the NAVD 88
 DE9723.geopotential number by the normal gravity value computed on the
 DE9723.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE9723.degrees latitude (g = 980.6199 gals.).
 DE9723
 DE9723.The modeled gravity was interpolated from observed gravity values.
 DE9723
 DE9723. The following values were computed from the NAD 83(2011) position.
 DE9723
 DE9723;                    North         East     Units Scale Factor Converg.
 DE9723;SPC MN N     -   253,807.278   694,962.362   MT  0.99990305   -1 02 27.4
 DE9723;SPC MN N     -   832,699.38  2,280,055.68   sFT  0.99990305   -1 02 27.4
 DE9723;UTM  15      - 5,303,492.253   387,512.134   MT  0.99975549   -1 06 57.1
 DE9723
 DE9723!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE9723!SPC MN N     -   0.99994033  x   0.99990305  =   0.99984338
 DE9723!UTM  15      -   0.99994033  x   0.99975549  =   0.99969583
 DE9723
 DE9723_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUP8751203492(NAD 83)
 DE9723
 DE9723|---------------------------------------------------------------------|
 DE9723| PID    Reference Object                     Distance      Geod. Az  |
 DE9723|                                                           dddmmss.s |
 DE9723| SK0895 CORM                                280.445 METERS 11614     |
 DE9723|---------------------------------------------------------------------|
 DE9723
 DE9723                          SUPERSEDED SURVEY CONTROL
 DE9723
 DE9723  NAD 83(2007)-  47 52 29.66691(N)    094 30 15.67911(W) AD(2002.00) 0
 DE9723  ELLIP H (02/10/07)  380.775  (m)                       GP(2002.00)    
 DE9723  NAD 83(1996)-  47 52 29.66679(N)    094 30 15.67904(W) AD(       ) 1
 DE9723  ELLIP H (01/24/03)  380.775  (m)                       GP(       ) 4 1
 DE9723  NAVD 88 (04/16/04)  409.024  (m)         1341.94   (f) SUPERSEDED  2 1
 DE9723  NAVD 88             409.02   (m)         1341.9    (f) LEVELING    3  
 DE9723
 DE9723.Superseded values are not recommended for survey control.
 DE9723
 DE9723.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE9723.See file dsdata.pdf to determine how the superseded data were derived.
 DE9723
 DE9723_MARKER: DB = BENCH MARK DISK
 DE9723_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 DE9723_STAMPING: 0405 C 1958
 DE9723_MARK LOGO: MNHD
 DE9723_PROJECTION: PROJECTING 5 CENTIMETERS
 DE9723_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DE9723_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DE9723_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE9723+SATELLITE: SATELLITE OBSERVATIONS - November 16, 2022
 DE9723
 DE9723  HISTORY     - Date     Condition        Report By
 DE9723  HISTORY     - 19580401 MONUMENTED       MNHD
 DE9723  HISTORY     - 20010710 GOOD             MNDT
 DE9723  HISTORY     - 20120808 GOOD             MNDT
 DE9723  HISTORY     - 20200205 GOOD             MNDT
 DE9723  HISTORY     - 20221116 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.
 DE9723
 DE9723                          STATION RECOVERY (2012)
 DE9723
 DE9723'RECOVERY NOTE BY MN DEPT OF TRANSP 2012 (KMS)
 DE9723'THE STATION IS LOCATED ABOUT 10.0 MI (16.1 KM) NORTH-NORTHEAST OF
 DE9723'BLACKDUCK, 7.2 MI (11.6 KM) NORTH-NORTHWEST OF FUNKLEY AND 5.3 MI (8.5
 DE9723'KM) SOUTH-SOUTHWEST OF KELLIHER.
 DE9723'
 DE9723'TO REACH THE MARK GO 3.0 MI (4.8 KM) WEST ALONG TRUNK HIGHWAY 1 FROM
 DE9723'THE JUNCTION OF TRUNK HIGHWAY 1 AND TRUNK HIGHWAY 72 IN SHOOK'S, AT
 DE9723'TRUNK HIGHWAY 1 MILE POINT 143.4.
 DE9723'
 DE9723'THE MARK IS LOCATED 76.0 FT (23.2 M) NORTH OF TRUNK HIGHWAY 1, 72.4 FT
 DE9723'(22.1 M) WEST OF POWER POLE, 32.0 FT (9.8 M) EAST OF COUNTY ROAD
 DE9723'103/WILLOW CREEK ROAD NORTHEAST, 0.5 FT (15 CM) SOUTH OF A WITNESS
 DE9723'POST.
 DE9723
 DE9723                          STATION RECOVERY (2020)
 DE9723
 DE9723'RECOVERY NOTE BY MN DEPT OF TRANSP 2020 (DAS)
 DE9723'3.0 MI (4.8 KM) WEST OF SHOOKS, 3.0 MI (4.8 KM) WEST ALONG TRUNK
 DE9723'HIGHWAY 1 FROM THE JUNCTION OF TRUNK HIGHWAY 1 AND TRUNK HIGHWAY 72 IN
 DE9723'SHOOKS, AT TRUNK HIGHWAY 1 MILE POINT 143.4, 76.0 FT (23.2 M) NORTH OF
 DE9723'TRUNK HIGHWAY 1, 72.4 FT (22.1 M) WEST OF A POWER POLE, 32.0 FT (9.8
 DE9723'M) EAST OF COUNTY ROAD 103 (WILLOW CREEK ROAD NORTHEAST), 0.5 FT (15
 DE9723'CM) SOUTH OF A WITNESS POST.
 DE9723
 DE9723                          STATION RECOVERY (2022)
 DE9723
 DE9723'RECOVERY NOTE BY MN DEPT OF TRANSP 2022 (RXJ)
 DE9723'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DE9722 ***********************************************************************
 DE9722  DESIGNATION -  0405 D
 DE9722  PID         -  DE9722
 DE9722  STATE/COUNTY-  MN/BELTRAMI
 DE9722  COUNTRY     -  US
 DE9722  USGS QUAD   -  FUNKLEY (2019)
 DE9722
 DE9722                         *CURRENT SURVEY CONTROL
 DE9722  ______________________________________________________________________
 DE9722* NAD 83(2011) POSITION- 47 52 28.55258(N) 094 28 58.63000(W)   ADJUSTED
 DE9722* NAD 83(2011) ELLIP HT-   380.654 (meters)        (06/27/12)   ADJUSTED
 DE9722* NAD 83(2011) EPOCH   -  2010.00
 DE9722* NAVD 88 ORTHO HEIGHT -   408.944 (meters)     1341.68  (feet) ADJUSTED
 DE9722  ______________________________________________________________________
 DE9722  GEOID HEIGHT    -        -28.283 (meters)                     GEOID18
 DE9722  NAD 83(2011) X  -   -335,029.776 (meters)                     COMP
 DE9722  NAD 83(2011) Y  - -4,273,211.396 (meters)                     COMP
 DE9722  NAD 83(2011) Z  -  4,707,817.404 (meters)                     COMP
 DE9722  LAPLACE CORR    -         -2.38  (seconds)                    DEFLEC18
 DE9722  DYNAMIC HEIGHT  -        409.014 (meters)     1341.91  (feet) COMP
 DE9722  MODELED GRAVITY -    980,768.3   (mgal)                       NAVD 88
 DE9722
 DE9722  VERT ORDER      -  SECOND    CLASS I
 DE9722
 DE9722  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DE9722  Standards:
 DE9722         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DE9722            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DE9722  -------------------------------------------------------------------
 DE9722  NETWORK    0.41   0.47           0.18   0.15   0.24      0.04048499
 DE9722  -------------------------------------------------------------------
 DE9722  Click here for local accuracies and other accuracy information.
 DE9722
 DE9722.The horizontal coordinates were established by GPS observations
 DE9722.and adjusted by the National Geodetic Survey in June 2012.
 DE9722
 DE9722.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DE9722.been affixed to the stable North American tectonic plate. See 
 DE9722.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DE9722
 DE9722.The horizontal coordinates are valid at the epoch date displayed above
 DE9722.which is a decimal equivalence of Year/Month/Day.
 DE9722
 DE9722.The orthometric height was determined by differential leveling and
 DE9722.adjusted by the NATIONAL GEODETIC SURVEY
 DE9722.in October 2007.
 DE9722
 DE9722.Significant digits in the geoid height do not necessarily reflect accuracy.
 DE9722.GEOID18 height accuracy estimate available here.
 DE9722
 DE9722.Click photographs - Photos may exist for this station.
 DE9722
 DE9722.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DE9722
 DE9722.The Laplace correction was computed from DEFLEC18 derived deflections.
 DE9722
 DE9722.The ellipsoidal height was determined by GPS observations
 DE9722.and is referenced to NAD 83.
 DE9722
 DE9722.The dynamic height is computed by dividing the NAVD 88
 DE9722.geopotential number by the normal gravity value computed on the
 DE9722.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE9722.degrees latitude (g = 980.6199 gals.).
 DE9722
 DE9722.The modeled gravity was interpolated from observed gravity values.
 DE9722
 DE9722. The following values were computed from the NAD 83(2011) position.
 DE9722
 DE9722;                    North         East     Units Scale Factor Converg.
 DE9722;SPC MN N     -   253,744.009   696,562.348   MT  0.99990305   -1 01 30.3
 DE9722;SPC MN N     -   832,491.80  2,285,304.97   sFT  0.99990305   -1 01 30.3
 DE9722;UTM  15      - 5,303,426.901   389,111.796   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  =   0.99984340
 DE9722!UTM  15      -   0.99994034  x   0.99975109  =   0.99969145
 DE9722
 DE9722_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUP8911103426(NAD 83)
 DE9722
 DE9722                          SUPERSEDED SURVEY CONTROL
 DE9722
 DE9722  NAD 83(2007)-  47 52 28.55263(N)    094 28 58.63065(W) AD(2002.00) 0
 DE9722  ELLIP H (02/10/07)  380.689  (m)                       GP(2002.00)    
 DE9722  NAD 83(1996)-  47 52 28.55240(N)    094 28 58.63017(W) AD(       ) 1
 DE9722  ELLIP H (01/24/03)  380.688  (m)                       GP(       ) 4 1
 DE9722  NAVD 88 (04/16/04)  408.948  (m)         1341.69   (f) SUPERSEDED  2 1
 DE9722  NAVD 88             408.95   (m)         1341.7    (f) LEVELING    3  
 DE9722
 DE9722.Superseded values are not recommended for survey control.
 DE9722
 DE9722.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE9722.See file dsdata.pdf to determine how the superseded data were derived.
 DE9722
 DE9722_MARKER: DB = BENCH MARK DISK
 DE9722_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 DE9722_STAMPING: 0405 D 1958
 DE9722_MARK LOGO: MNHD
 DE9722_PROJECTION: RECESSED 3 CENTIMETERS
 DE9722_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DE9722_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DE9722_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE9722+SATELLITE: SATELLITE OBSERVATIONS - November 16, 2022
 DE9722
 DE9722  HISTORY     - Date     Condition        Report By
 DE9722  HISTORY     - 1958     MONUMENTED       MNHD
 DE9722  HISTORY     - 20010710 GOOD             MNDT
 DE9722  HISTORY     - 20030909 GOOD             MNDT
 DE9722  HISTORY     - 20120808 GOOD             MNDT
 DE9722  HISTORY     - 20211101 GOOD             MNDT
 DE9722  HISTORY     - 20221116 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
 DE9722
 DE9722                          STATION RECOVERY (2012)
 DE9722
 DE9722'RECOVERY NOTE BY MN DEPT OF TRANSP 2012 (KMS)
 DE9722'RECOVERED AS DESCRIBED.
 DE9722
 DE9722                          STATION RECOVERY (2021)
 DE9722
 DE9722'RECOVERY NOTE BY MN DEPT OF TRANSP 2021 (KMS)
 DE9722'5.0 MI (8.0 KM) SOUTH-SOUTHWEST OF KELLIHER, 2.0 MI (3.2 KM) WEST
 DE9722'ALONG TRUNK HIGHWAY 1 FROM THE JUNCTION OF TRUNK HIGHWAY 1 AND TRUNK
 DE9722'HIGHWAY 72 (THE JUNCTION IS 5.0 MI (8.0 KM) SOUTH OF KELLIHER), AT
 DE9722'TRUNK HIGHWAY 1 MILE POINT 144.4, 75.0 FT (22.9 M) NORTH OF TRUNK
 DE9722'HIGHWAY 1, 77.7 FT (23.7 M) WEST OF A POWER POLE, 14.0 FT (4.3 M) WEST
 DE9722'OF AN ENTRANCE, 2.8 FT (0.9 M) EAST OF A FENCE CORNER, 1.5 FT (0.5 M)
 DE9722'EAST OF A WITNESS POST.
 DE9722
 DE9722                          STATION RECOVERY (2022)
 DE9722
 DE9722'RECOVERY NOTE BY MN DEPT OF TRANSP 2022 (RXJ)
 DE9722'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DE9721 ***********************************************************************
 DE9721  DESIGNATION -  0405 E RESET
 DE9721  PID         -  DE9721
 DE9721  STATE/COUNTY-  MN/BELTRAMI
 DE9721  COUNTRY     -  US
 DE9721  USGS QUAD   -  FUNKLEY (2019)
 DE9721
 DE9721                         *CURRENT SURVEY CONTROL
 DE9721  ______________________________________________________________________
 DE9721* NAD 83(2011) POSITION- 47 52 27.41470(N) 094 27 41.78088(W)   ADJUSTED
 DE9721* NAD 83(2011) ELLIP HT-   382.505 (meters)        (06/27/12)   ADJUSTED
 DE9721* NAD 83(2011) EPOCH   -  2010.00
 DE9721* NAVD 88 ORTHO HEIGHT -   410.817 (meters)     1347.82  (feet) ADJUSTED
 DE9721  ______________________________________________________________________
 DE9721  GEOID HEIGHT    -        -28.301 (meters)                     GEOID18
 DE9721  NAD 83(2011) X  -   -333,439.785 (meters)                     COMP
 DE9721  NAD 83(2011) Y  - -4,273,363.149 (meters)                     COMP
 DE9721  NAD 83(2011) Z  -  4,707,795.202 (meters)                     COMP
 DE9721  LAPLACE CORR    -         -2.74  (seconds)                    DEFLEC18
 DE9721  DYNAMIC HEIGHT  -        410.886 (meters)     1348.05  (feet) COMP
 DE9721  MODELED GRAVITY -    980,767.4   (mgal)                       NAVD 88
 DE9721
 DE9721  VERT ORDER      -  SECOND    CLASS I
 DE9721
 DE9721  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DE9721  Standards:
 DE9721         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DE9721            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DE9721  -------------------------------------------------------------------
 DE9721  NETWORK    0.59   0.61           0.27   0.20   0.31      0.08132714
 DE9721  -------------------------------------------------------------------
 DE9721  Click here for local accuracies and other accuracy information.
 DE9721
 DE9721.The horizontal coordinates were established by GPS observations
 DE9721.and adjusted by the National Geodetic Survey in June 2012.
 DE9721
 DE9721.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DE9721.been affixed to the stable North American tectonic plate. See 
 DE9721.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DE9721
 DE9721.The horizontal coordinates are valid at the epoch date displayed above
 DE9721.which is a decimal equivalence of Year/Month/Day.
 DE9721
 DE9721.The orthometric height was determined by differential leveling and
 DE9721.adjusted by the NATIONAL GEODETIC SURVEY
 DE9721.in October 2007.
 DE9721
 DE9721.Significant digits in the geoid height do not necessarily reflect accuracy.
 DE9721.GEOID18 height accuracy estimate available here.
 DE9721
 DE9721.Click photographs - Photos may exist for this station.
 DE9721
 DE9721.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DE9721
 DE9721.The Laplace correction was computed from DEFLEC18 derived deflections.
 DE9721
 DE9721.The ellipsoidal height was determined by GPS observations
 DE9721.and is referenced to NAD 83.
 DE9721
 DE9721.The dynamic height is computed by dividing the NAVD 88
 DE9721.geopotential number by the normal gravity value computed on the
 DE9721.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE9721.degrees latitude (g = 980.6199 gals.).
 DE9721
 DE9721.The modeled gravity was interpolated from observed gravity values.
 DE9721
 DE9721. The following values were computed from the NAD 83(2011) position.
 DE9721
 DE9721;                    North         East     Units Scale Factor Converg.
 DE9721;SPC MN N     -   253,680.529   698,158.205   MT  0.99990305   -1 00 33.3
 DE9721;SPC MN N     -   832,283.54  2,290,540.71   sFT  0.99990305   -1 00 33.3
 DE9721;UTM  15      - 5,303,361.345   390,707.323   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  =   0.99984311
 DE9721!UTM  15      -   0.99994005  x   0.99974678  =   0.99968685
 DE9721
 DE9721_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUP9070703361(NAD 83)
 DE9721
 DE9721                          SUPERSEDED SURVEY CONTROL
 DE9721
 DE9721  NAD 83(2007)-  47 52 27.41476(N)    094 27 41.78145(W) AD(2002.00) 0
 DE9721  ELLIP H (02/10/07)  382.538  (m)                       GP(2002.00)    
 DE9721  NAD 83(1996)-  47 52 27.41450(N)    094 27 41.78102(W) AD(       ) 1
 DE9721  ELLIP H (01/24/03)  382.542  (m)                       GP(       ) 4 1
 DE9721  NAVD 88 (04/16/04)  410.818  (m)         1347.83   (f) SUPERSEDED  2 1
 DE9721  NAVD 88             410.82   (m)         1347.8    (f) LEVELING    3  
 DE9721
 DE9721.Superseded values are not recommended for survey control.
 DE9721
 DE9721.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE9721.See file dsdata.pdf to determine how the superseded data were derived.
 DE9721
 DE9721_MARKER: DB = BENCH MARK DISK
 DE9721_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 DE9721_STAMPING: 0405 E 1958 RESET 1961 1958
 DE9721_MARK LOGO: MNHD
 DE9721_PROJECTION: RECESSED 5 CENTIMETERS
 DE9721_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DE9721_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DE9721_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE9721+SATELLITE: SATELLITE OBSERVATIONS - November 16, 2022
 DE9721
 DE9721  HISTORY     - Date     Condition        Report By
 DE9721  HISTORY     - 19610401 MONUMENTED       MNHD
 DE9721  HISTORY     - 20010710 GOOD             MNDT
 DE9721  HISTORY     - 20120808 GOOD             MNDT
 DE9721  HISTORY     - 20171024 GOOD             MNDT
 DE9721  HISTORY     - 20221116 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.
 DE9721
 DE9721                          STATION RECOVERY (2012)
 DE9721
 DE9721'RECOVERY NOTE BY MN DEPT OF TRANSP 2012 (KMS)
 DE9721'THE STATION IS LOCATED ABOUT 8.4 MI (13.5 KM) WEST OF NORTHOME, 6.4 MI
 DE9721'(10.3 KM) NORTH-NORTHWEST OF FUNKLEY AND 4.7 MI (7.6 KM) SOUTH OF
 DE9721'KELLIHER.
 DE9721'
 DE9721'TO REACH THE MARK GO 1.0 MI (1.6 KM) WEST ALONG TRUNK HIGHWAY 1 FROM
 DE9721'THE JUNCTION OF TRUNK HIGHWAY 1 AND TRUNK HIGHWAY 72 IN SHOOK'S, AT
 DE9721'TRUNK HIGHWAY 1 MILE POINT 145.35.
 DE9721'
 DE9721'THE MARK IS LOCATED 72.4 FT (22.1 M) NORTH OF TRUNK HIGHWAY 1 AND 52
 DE9721'FT (15.8 M) WEST OF CROSSROADS (TOWNSHIP ROAD 30), 79 FT (24.1 M) WEST
 DE9721'OF POWER POLE, 0.6 FT (18 CM) SOUTH OF A WITNESS POST.
 DE9721
 DE9721                          STATION RECOVERY (2017)
 DE9721
 DE9721'RECOVERY NOTE BY MN DEPT OF TRANSP 2017 (DAS)
 DE9721'RECOVERED IN GOOD CONDITION.
 DE9721
 DE9721                          STATION RECOVERY (2022)
 DE9721
 DE9721'RECOVERY NOTE BY MN DEPT OF TRANSP 2022 (AXH)
 DE9721'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 SK1123 ***********************************************************************
 SK1123  DESIGNATION -  0405 F
 SK1123  PID         -  SK1123
 SK1123  STATE/COUNTY-  MN/BELTRAMI
 SK1123  COUNTRY     -  US
 SK1123  USGS QUAD   -  FUNKLEY (2019)
 SK1123
 SK1123                         *CURRENT SURVEY CONTROL
 SK1123  ______________________________________________________________________
 SK1123* NAD 83(2011) POSITION- 47 52 27.75825(N) 094 26 16.61958(W)   ADJUSTED
 SK1123* NAD 83(2011) ELLIP HT-   385.895 (meters)        (06/27/12)   ADJUSTED
 SK1123* NAD 83(2011) EPOCH   -  2010.00
 SK1123* NAVD 88 ORTHO HEIGHT -   414.222 (meters)     1358.99  (feet) ADJUSTED
 SK1123  ______________________________________________________________________
 SK1123  GEOID HEIGHT    -        -28.325 (meters)                     GEOID18
 SK1123  NAD 83(2011) X  -   -331,674.965 (meters)                     COMP
 SK1123  NAD 83(2011) Y  - -4,273,494.874 (meters)                     COMP
 SK1123  NAD 83(2011) Z  -  4,707,804.834 (meters)                     COMP
 SK1123  LAPLACE CORR    -         -3.14  (seconds)                    DEFLEC18
 SK1123  DYNAMIC HEIGHT  -        414.292 (meters)     1359.22  (feet) COMP
 SK1123  MODELED GRAVITY -    980,766.3   (mgal)                       NAVD 88
 SK1123
 SK1123  VERT ORDER      -  SECOND    CLASS I
 SK1123
 SK1123  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 SK1123  Standards:
 SK1123         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 SK1123            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 SK1123  -------------------------------------------------------------------
 SK1123  NETWORK    0.42   0.49           0.19   0.15   0.25      0.06187984
 SK1123  -------------------------------------------------------------------
 SK1123  Click here for local accuracies and other accuracy information.
 SK1123
 SK1123.The horizontal coordinates were established by GPS observations
 SK1123.and adjusted by the National Geodetic Survey in June 2012.
 SK1123
 SK1123.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 SK1123.been affixed to the stable North American tectonic plate. See 
 SK1123.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 SK1123
 SK1123.The horizontal coordinates are valid at the epoch date displayed above
 SK1123.which is a decimal equivalence of Year/Month/Day.
 SK1123
 SK1123.The orthometric height was determined by differential leveling and
 SK1123.adjusted by the NATIONAL GEODETIC SURVEY
 SK1123.in June 1991.
 SK1123
 SK1123.Significant digits in the geoid height do not necessarily reflect accuracy.
 SK1123.GEOID18 height accuracy estimate available here.
 SK1123
 SK1123.Click photographs - Photos may exist for this station.
 SK1123
 SK1123.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 SK1123
 SK1123.The Laplace correction was computed from DEFLEC18 derived deflections.
 SK1123
 SK1123.The ellipsoidal height was determined by GPS observations
 SK1123.and is referenced to NAD 83.
 SK1123
 SK1123.The dynamic height is computed by dividing the NAVD 88
 SK1123.geopotential number by the normal gravity value computed on the
 SK1123.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SK1123.degrees latitude (g = 980.6199 gals.).
 SK1123
 SK1123.The modeled gravity was interpolated from observed gravity values.
 SK1123
 SK1123. The following values were computed from the NAD 83(2011) position.
 SK1123
 SK1123;                    North         East     Units Scale Factor Converg.
 SK1123;SPC MN N     -   253,660.241   699,927.564   MT  0.99990305   -0 59 30.2
 SK1123;SPC MN N     -   832,216.97  2,296,345.68   sFT  0.99990305   -0 59 30.2
 SK1123;UTM  15      - 5,303,338.748   392,476.372   MT  0.99974206   -1 03 59.7
 SK1123
 SK1123!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SK1123!SPC MN N     -   0.99993952  x   0.99990305  =   0.99984258
 SK1123!UTM  15      -   0.99993952  x   0.99974206  =   0.99968160
 SK1123
 SK1123_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUP9247603338(NAD 83)
 SK1123
 SK1123                          SUPERSEDED SURVEY CONTROL
 SK1123
 SK1123  NAD 83(2007)-  47 52 27.75832(N)    094 26 16.62022(W) AD(2002.00) 0
 SK1123  ELLIP H (02/10/07)  385.930  (m)                       GP(2002.00)    
 SK1123  NAD 83(1996)-  47 52 27.75785(N)    094 26 16.61970(W) AD(       ) 1
 SK1123  ELLIP H (01/24/03)  385.946  (m)                       GP(       ) 4 1
 SK1123  NAVD 88             414.22   (m)         1359.0    (f) LEVELING    3  
 SK1123
 SK1123.Superseded values are not recommended for survey control.
 SK1123
 SK1123.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SK1123.See file dsdata.pdf to determine how the superseded data were derived.
 SK1123
 SK1123_MARKER: DV = VERTICAL CONTROL DISK
 SK1123_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 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 NOT SUITABLE FOR
 SK1123+SATELLITE: SATELLITE OBSERVATIONS - September 27, 2016
 SK1123_ROD/PIPE-DEPTH: 7.6 meters
 SK1123
 SK1123  HISTORY     - Date     Condition        Report By
 SK1123  HISTORY     - 1984     MONUMENTED       MNDT
 SK1123  HISTORY     - 20010710 GOOD             MNDT
 SK1123  HISTORY     - 20030908 GOOD             MNDT
 SK1123  HISTORY     - 20061107 GOOD             MNDT
 SK1123  HISTORY     - 20120808 GOOD             MNDT
 SK1123  HISTORY     - 20160927 GOOD             MNDT
 SK1123
 SK1123                          STATION DESCRIPTION
 SK1123
 SK1123'DESCRIBED BY MN DEPT OF TRANSP 1984
 SK1123'5 MI SOUTH FROM KELLIHER.
 SK1123'THE MARK IS LOCATED ABOUT 5 MILES SOUTH OF THE TOWN OF KELLIHER, IN
 SK1123'THE NW 1/4 OF SECTION 25, T151N, R30W, 4.7 MILES SOUTH ALONG TRUNK
 SK1123'HIGHWAY 72 FROM ITS JUNCTION WITH COUNTY ROAD 36 AT KELLIHER, THENCE
 SK1123'250 FEET EAST ALONG TRUNK HIGHWAY 1, 49.0 FEET NORTH OF THE
 SK1123'CENTERLINE OF TRUNK HIGHWAY 1 AT MILEPOINT 146.4, 249 FEET EAST OF
 SK1123'THE CENTERLINE OF TRUNK HIGHWAY 72, 1.9 FEET SOUTHWEST OF A POWER
 SK1123'POLE WITH A GUY WIRE, AND 1.5 FEET EAST OF A STEEL WITNESS POST.  THE
 SK1123'MARK, A STANDARD MNDT ALUMINUM VERTICAL CONTROL MONUMENT DISK
 SK1123'STAMPED---0405 F 1984---, IS SET ON THE TOP OF A 5/8 INCH DIAMETER BY
 SK1123'25 FOOT LONG DRIVEN ALUMINUM ROD THAT IS FLUSH WITH THE SURFACE OF
 SK1123'THE GROUND AND ABOUT 2 FEET BELOW THE LEVEL OF TRUNK HIGHWAY 1.  A
 SK1123'MAGNET IN THE DISK MAKES THE MARK MAGNETIC.
 SK1123
 SK1123                          STATION RECOVERY (2001)
 SK1123
 SK1123'RECOVERY NOTE BY MN DEPT OF TRANSP 2001 (DKH)
 SK1123'THE MARK WAS RECOVERED AS DESCRIBED.
 SK1123
 SK1123                          STATION RECOVERY (2003)
 SK1123
 SK1123'RECOVERY NOTE BY MN DEPT OF TRANSP 2003 (MPP)
 SK1123'5 MILES SOUTH OF KELLIHER, 4.7 MILES SOUTH OF JUNCTION OF TRUNK
 SK1123'HIGHWAY 72 AND COUNTY ROAD 36, AT JUNCTION OF TRUNK HIGHWAY 72 AND
 SK1123'TRUNK HIGHWAY 1, 249 FEET EAST OF TRUNK HIGHWAY 72, 49.0 FEET NORTH OF
 SK1123'TRUNK HIGHWAY 1, 1.9 FEET SOUTHWEST OF POWER POLE WITH GUY WIRE, 1.5
 SK1123'FEET EAST OF WITNESS POST, AT TRUNK HIGHWAY 1 MILEPOINT 146.4
 SK1123
 SK1123                          STATION RECOVERY (2006)
 SK1123
 SK1123'RECOVERY NOTE BY MN DEPT OF TRANSP 2006 (DJS)
 SK1123'5 MILES SOUTH OF KELLIHER, 4.7 MILES SOUTH OF JUNCTION OF TRUNK
 SK1123'HIGHWAY 72 AND COUNTY ROAD 36, AT JUNCTION OF TRUNK HIGHWAY 72 AND
 SK1123'TRUNK HIGHWAY 1, AT TRUNK HIGHWAY 1 MILEPOINT 146.4, 249 FEET EAST OF
 SK1123'TRUNK HIGHWAY 72, 49.0 FEET NORTH OF TRUNK HIGHWAY 1, 1.9 FEET
 SK1123'SOUTHWEST OF POWER POLE WITH GUY WIRE, 1.5 FEET EAST OF WITNESS POST.
 SK1123
 SK1123                          STATION RECOVERY (2012)
 SK1123
 SK1123'RECOVERY NOTE BY MN DEPT OF TRANSP 2012 (KMS)
 SK1123'RECOVERED AS DESCRIBED.
 SK1123
 SK1123                          STATION RECOVERY (2016)
 SK1123
 SK1123'RECOVERY NOTE BY MN DEPT OF TRANSP 2016 (DAS)
 SK1123'GPS QUESTIONABLE DUE TO POWER POLE 2 FT (0.6 M) NORTHEAST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 SK1124 ***********************************************************************
 SK1124  DESIGNATION -  0405 G
 SK1124  PID         -  SK1124
 SK1124  STATE/COUNTY-  MN/BELTRAMI
 SK1124  COUNTRY     -  US
 SK1124  USGS QUAD   -  FUNKLEY (2019)
 SK1124
 SK1124                         *CURRENT SURVEY CONTROL
 SK1124  ______________________________________________________________________
 SK1124* NAD 83(1986) POSITION- 47 52 26.73   (N) 094 25 29.19   (W)   HD_HELD1
 SK1124* NAVD 88 ORTHO HEIGHT -   411.341 (meters)     1349.54  (feet) ADJUSTED
 SK1124  ______________________________________________________________________
 SK1124  GEOID HEIGHT    -        -28.339 (meters)                     GEOID18
 SK1124  DYNAMIC HEIGHT  -        411.410 (meters)     1349.77  (feet) COMP
 SK1124  MODELED GRAVITY -    980,765.6   (mgal)                       NAVD 88
 SK1124
 SK1124  VERT ORDER      -  SECOND    CLASS I
 SK1124
 SK1124.The horizontal coordinates were determined by differentially corrected
 SK1124.hand held GPS observations or other comparable positioning techniques
 SK1124.and have an estimated accuracy of +/- 3 meters.
 SK1124
 SK1124.The orthometric height was determined by differential leveling and
 SK1124.adjusted by the NATIONAL GEODETIC SURVEY
 SK1124.in October 2007.
 SK1124
 SK1124.Significant digits in the geoid height do not necessarily reflect accuracy.
 SK1124.GEOID18 height accuracy estimate available here.
 SK1124
 SK1124.Click photographs - Photos may exist for this station.
 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     -   253,611.5     700,912.3     MT  (+/- 3 meters HH1 GPS) 
 SK1124
 SK1124_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUP9346003288(NAD 83)
 SK1124
 SK1124                          SUPERSEDED SURVEY CONTROL
 SK1124
 SK1124  NAVD 88 (04/16/04)  411.341  (m)         1349.54   (f) SUPERSEDED  2 1
 SK1124  NAVD 88 (06/15/91)  411.351  (m)         1349.57   (f) SUPERSEDED  2 1
 SK1124
 SK1124.Superseded values are not recommended for survey control.
 SK1124
 SK1124.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SK1124.See file dsdata.pdf to determine how the superseded data were derived.
 SK1124
 SK1124_MARKER: DV = VERTICAL CONTROL DISK
 SK1124_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 SK1124_STAMPING: 0405 G 1984
 SK1124_MARK LOGO: MNDT
 SK1124_PROJECTION: FLUSH
 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 - August 08, 2012
 SK1124
 SK1124  HISTORY     - Date     Condition        Report By
 SK1124  HISTORY     - 19840401 MONUMENTED       MNDT
 SK1124  HISTORY     - 20010710 GOOD             MNDT
 SK1124  HISTORY     - 20120808 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.
 SK1124
 SK1124                          STATION RECOVERY (2012)
 SK1124
 SK1124'RECOVERY NOTE BY MN DEPT OF TRANSP 2012 (KMS)
 SK1124'THE STATION IS LOCATED ABOUT 6.7 MI (10.8 KM) WEST OF NORTHOME, 6.3 MI
 SK1124'(10.1 KM) NORTH OF FUNKLEY AND 4.8 MI (7.7 KM) SOUTH-SOUTHEAST OF
 SK1124'KELLIHER.
 SK1124'
 SK1124'TO REACH THE MARK GO 0.6 MI (1.0 KM) EAST OF THE JUNCTION OF TRUNK
 SK1124'HIGHWAY 1 AND TRUNK HIGHWAY 72.
 SK1124'
 SK1124'THE MARK IS LOCATED 79.0 FT (24.1 M) NORTHEAST OF TRUNK HIGHWAY 1, 2.0
 SK1124'FT (0.6 M) WEST OF POWER POLE, 1.2 FT (0.4 M) NORTH OF A WITNESS POST,
 SK1124'AT TRUNK HIGHWAY 1 MILE POINT 147.1.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DP2285 ***********************************************************************
 DP2285  DESIGNATION -  0405 H
 DP2285  PID         -  DP2285
 DP2285  STATE/COUNTY-  MN/BELTRAMI
 DP2285  COUNTRY     -  US
 DP2285  USGS QUAD   -  BORDEN LAKE (2019)
 DP2285
 DP2285                         *CURRENT SURVEY CONTROL
 DP2285  ______________________________________________________________________
 DP2285* NAD 83(2011) POSITION- 47 52 29.66790(N) 094 31 19.09251(W)   ADJUSTED
 DP2285* NAD 83(2011) ELLIP HT-   376.120 (meters)        (03/13/23)   ADJUSTED
 DP2285* NAD 83(2011) EPOCH   -  2010.00
 DP2285* NAVD 88 ORTHO HEIGHT -   404.384 (meters)     1326.72  (feet) ADJUSTED
 DP2285  ______________________________________________________________________
 DP2285  GEOID HEIGHT    -        -28.260 (meters)                     GEOID18
 DP2285  NAD 83(2011) X  -   -337,937.422 (meters)                     COMP
 DP2285  NAD 83(2011) Y  - -4,272,953.753 (meters)                     COMP
 DP2285  NAD 83(2011) Z  -  4,707,837.148 (meters)                     COMP
 DP2285  LAPLACE CORR    -         -1.31  (seconds)                    DEFLEC18
 DP2285  DYNAMIC HEIGHT  -        404.454 (meters)     1326.95  (feet) COMP
 DP2285  MODELED GRAVITY -    980,771.2   (mgal)                       NAVD 88
 DP2285
 DP2285  VERT ORDER      -  SECOND    CLASS I
 DP2285
 DP2285  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DP2285  Standards:
 DP2285         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DP2285            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DP2285  -------------------------------------------------------------------
 DP2285  NETWORK    0.85   1.25           0.40   0.27   0.64      0.15670865
 DP2285  -------------------------------------------------------------------
 DP2285  Click here for local accuracies and other accuracy information.
 DP2285
 DP2285.The horizontal coordinates were established by GPS observations
 DP2285.and adjusted by the MN DEPT OF TRANSP in March 2023.
 DP2285
 DP2285.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DP2285.been affixed to the stable North American tectonic plate. See 
 DP2285.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DP2285
 DP2285.The horizontal coordinates are valid at the epoch date displayed above
 DP2285.which is a decimal equivalence of Year/Month/Day.
 DP2285
 DP2285.The orthometric height was determined by differential leveling and
 DP2285.adjusted by the NATIONAL GEODETIC SURVEY
 DP2285.in September 2014.
 DP2285
 DP2285.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP2285.GEOID18 height accuracy estimate available here.
 DP2285
 DP2285.Click photographs - Photos may exist for this station.
 DP2285
 DP2285.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DP2285
 DP2285.The Laplace correction was computed from DEFLEC18 derived deflections.
 DP2285
 DP2285.The ellipsoidal height was determined by GPS observations
 DP2285.and is referenced to NAD 83.
 DP2285
 DP2285.The dynamic height is computed by dividing the NAVD 88
 DP2285.geopotential number by the normal gravity value computed on the
 DP2285.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP2285.degrees latitude (g = 980.6199 gals.).
 DP2285
 DP2285.The modeled gravity was interpolated from observed gravity values.
 DP2285
 DP2285. The following values were computed from the NAD 83(2011) position.
 DP2285
 DP2285;                    North         East     Units Scale Factor Converg.
 DP2285;SPC MN N     -   253,831.394   693,645.011   MT  0.99990305   -1 03 14.4
 DP2285;SPC MN N     -   832,778.50  2,275,733.67   sFT  0.99990305   -1 03 14.4
 DP2285;UTM  15      - 5,303,518.088   386,195.007   MT  0.99975915   -1 07 44.2
 DP2285
 DP2285!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DP2285!SPC MN N     -   0.99994105  x   0.99990305  =   0.99984411
 DP2285!UTM  15      -   0.99994105  x   0.99975915  =   0.99970022
 DP2285
 DP2285_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUP8619503518(NAD 83)
 DP2285
 DP2285                          SUPERSEDED SURVEY CONTROL
 DP2285
 DP2285.No superseded survey control is available for this station.
 DP2285
 DP2285_MARKER: F = FLANGE-ENCASED ROD
 DP2285_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DP2285_STAMPING: 0405 H 2012
 DP2285_MARK LOGO: MNDT
 DP2285_PROJECTION: RECESSED 5 CENTIMETERS
 DP2285_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DP2285_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DP2285_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP2285+SATELLITE: SATELLITE OBSERVATIONS - November 16, 2022
 DP2285_ROD/PIPE-DEPTH: 4.6 meters
 DP2285
 DP2285  HISTORY     - Date     Condition        Report By
 DP2285  HISTORY     - 20120828 MONUMENTED       MNDT
 DP2285  HISTORY     - 20221116 GOOD             MNDT
 DP2285
 DP2285                          STATION DESCRIPTION
 DP2285
 DP2285'DESCRIBED BY MN DEPT OF TRANSP 2012
 DP2285'THE STATION IS LOCATED ABOUT 9.9 MI (15.9 KM) NORTH OF BLACKDUCK, 7.6
 DP2285'MI (12.2 KM) NORTHWEST OF FUNKLEY AND 5.7 MI (9.2 KM) SOUTHWEST OF
 DP2285'KELLIHER.
 DP2285'
 DP2285'TO REACH THE MARK GO 3.8 MI (6.1 KM) WEST ALONG TRUNK HIGHWAY 1 FROM
 DP2285'THE EAST JUNCTION OF TRUNK HIGHWAY 1 AND TRUNK HIGHWAY 72 IN SHOOK'S,
 DP2285'AT TRUNK HIGHWAY 1 MILE POINT 142.55.
 DP2285'
 DP2285'THE MARK IS LOCATED 28.3 FT (8.6 M) NORTH OF TRUNK HIGHWAY 1, 1.5 FT
 DP2285'(0.5 M) SOUTH OF A WITNESS POST.
 DP2285'
 DP2285'NOTE - THE STATION MARK CONSISTS OF A 3/4 INCH (19 MM) DIAMETER
 DP2285'ALUMINUM ROD DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL MARK
 DP2285'REMOVABLE DISK SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY
 DP2285'A SIX-INCH PVC PIPE BACKFILLED WITH WASHED SAND.
 DP2285
 DP2285                          STATION RECOVERY (2022)
 DP2285
 DP2285'RECOVERY NOTE BY MN DEPT OF TRANSP 2022 (RXJ)
 DP2285'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DF4630 ***********************************************************************
 DF4630  DESIGNATION -  0406 AA
 DF4630  PID         -  DF4630
 DF4630  STATE/COUNTY-  MN/BELTRAMI
 DF4630  COUNTRY     -  US
 DF4630  USGS QUAD   -  BEMIDJI WEST (2019)
 DF4630
 DF4630                         *CURRENT SURVEY CONTROL
 DF4630  ______________________________________________________________________
 DF4630* NAD 83(1986) POSITION- 47 28 44.40   (N) 094 55 07.28   (W)   HD_HELD1
 DF4630* NAVD 88 ORTHO HEIGHT -   427.622 (meters)     1402.96  (feet) ADJUSTED
 DF4630  ______________________________________________________________________
 DF4630  GEOID HEIGHT    -        -28.095 (meters)                     GEOID18
 DF4630  DYNAMIC HEIGHT  -        427.663 (meters)     1403.09  (feet) COMP
 DF4630  MODELED GRAVITY -    980,695.9   (mgal)                       NAVD 88
 DF4630
 DF4630  VERT ORDER      -  SECOND    CLASS I
 DF4630
 DF4630.The horizontal coordinates were determined by differentially corrected
 DF4630.hand held GPS observations or other comparable positioning techniques
 DF4630.and have an estimated accuracy of +/- 3 meters.
 DF4630
 DF4630.The orthometric height was determined by differential leveling and
 DF4630.adjusted by the NATIONAL GEODETIC SURVEY
 DF4630.in August 2004.
 DF4630
 DF4630.Significant digits in the geoid height do not necessarily reflect accuracy.
 DF4630.GEOID18 height accuracy estimate available here.
 DF4630
 DF4630.Click photographs - Photos may exist for this station.
 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     -   210,450.9     662,942.2     MT  (+/- 3 meters HH1 GPS) 
 DF4630
 DF4630_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUN5544160180(NAD 83)
 DF4630
 DF4630                          SUPERSEDED SURVEY CONTROL
 DF4630
 DF4630.No superseded survey control is available for this station.
 DF4630
 DF4630_MARKER: DR = REFERENCE MARK DISK
 DF4630_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DF4630_SP_SET: BRIDGE ABUTMENT
 DF4630_STAMPING: 0406 AA 1980
 DF4630_MARK LOGO: MNHD
 DF4630_MAGNETIC: N = NO MAGNETIC MATERIAL
 DF4630_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DF4630_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DF4630+SATELLITE: SATELLITE OBSERVATIONS - June 13, 2023
 DF4630
 DF4630  HISTORY     - Date     Condition        Report By
 DF4630  HISTORY     - 1978     MONUMENTED       MNHD
 DF4630  HISTORY     - 20010815 GOOD             MNDT
 DF4630  HISTORY     - 20120420 GOOD             MNDT
 DF4630  HISTORY     - 20230613 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.
 DF4630
 DF4630                          STATION RECOVERY (2012)
 DF4630
 DF4630'RECOVERY NOTE BY MN DEPT OF TRANSP 2012 (KMS)
 DF4630'1.85 MI (3.0 KM) WEST-SOUTHWEST OF BEMIDJI, IN ABUTMENT IN SOUTHEAST
 DF4630'CORNER OF NORTHBOUND INTERSTATE HIGHWAY 2 (TRUNK HIGHWAY 71) BRIDGE
 DF4630'NUMBER 04005 OVER RAILROAD TRACKS, 0.8 MI (1.3 KM) NORTH ALONG TRUNK
 DF4630'HIGHWAY 2  FROM THE JUNCTION OF INTERSTATE HIGHWAY 2 AND COUNTY ROAD 7
 DF4630'AT INTERSTATE HIGHWAY 2 MILE POINT 112.5, 25 FT (7.6 M) EAST OF
 DF4630'NORTHBOUND INTERSTATE HIGHWAY 2. DISK SET IN BRIDGE WHEN BUILT IN 1978
 DF4630'THEN STAMPED WHEN USED IN 1980.
 DF4630
 DF4630                          STATION RECOVERY (2023)
 DF4630
 DF4630'RECOVERY NOTE BY MN DEPT OF TRANSP 2023 (KMS)
 DF4630'1.85 MI (2.98 KM) WEST-SOUTHWEST OF BEMIDJI, IN AN ABUTMENT IN THE
 DF4630'SOUTHEAST CORNER OF NORTHBOUND TRUNK HIGHWAY 2 (TRUNK HIGHWAY 71)
 DF4630'BRIDGE NUMBER 04005 OVER THE RAILROAD TRACKS, 0.8 MI (1.3 KM) NORTH
 DF4630'ALONG TRUNK HIGHWAY 2 FROM THE JUNCTION OF TRUNK HIGHWAY 2 AND COUNTY
 DF4630'ROAD 7 (5TH STREET NORTHWEST), AT TRUNK HIGHWAY 2 MILE POINT 112.5,
 DF4630'25.0 FT (7.6 M) EAST OF NORTHBOUND TRUNK HIGHWAY 2.  THE DISK WAS SET
 DF4630'IN THE BRIDGE WHEN BUILT IN 1978 THEN STAMPED WHEN USED IN 1980.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DF4631 ***********************************************************************
 DF4631  DESIGNATION -  0406 AB
 DF4631  PID         -  DF4631
 DF4631  STATE/COUNTY-  MN/BELTRAMI
 DF4631  COUNTRY     -  US
 DF4631  USGS QUAD   -  BEMIDJI WEST (2019)
 DF4631
 DF4631                         *CURRENT SURVEY CONTROL
 DF4631  ______________________________________________________________________
 DF4631* NAD 83(1986) POSITION- 47 28 47.96   (N) 094 55 09.95   (W)   HD_HELD1
 DF4631* NAVD 88 ORTHO HEIGHT -   427.053 (meters)     1401.09  (feet) ADJUSTED
 DF4631  ______________________________________________________________________
 DF4631  GEOID HEIGHT    -        -28.095 (meters)                     GEOID18
 DF4631  DYNAMIC HEIGHT  -        427.094 (meters)     1401.22  (feet) COMP
 DF4631  MODELED GRAVITY -    980,696.0   (mgal)                       NAVD 88
 DF4631
 DF4631  VERT ORDER      -  SECOND    CLASS I
 DF4631
 DF4631.The horizontal coordinates were determined by differentially corrected
 DF4631.hand held GPS observations or other comparable positioning techniques
 DF4631.and have an estimated accuracy of +/- 3 meters.
 DF4631
 DF4631.The orthometric height was determined by differential leveling and
 DF4631.adjusted by the NATIONAL GEODETIC SURVEY
 DF4631.in August 2004.
 DF4631
 DF4631.Significant digits in the geoid height do not necessarily reflect accuracy.
 DF4631.GEOID18 height accuracy estimate available here.
 DF4631
 DF4631.Click photographs - Photos may exist for this station.
 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     -   210,562.2     662,888.9     MT  (+/- 3 meters HH1 GPS) 
 DF4631
 DF4631_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUN5538860291(NAD 83)
 DF4631
 DF4631                          SUPERSEDED SURVEY CONTROL
 DF4631
 DF4631.No superseded survey control is available for this station.
 DF4631
 DF4631_MARKER: DR = REFERENCE MARK 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: MNHD
 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 - June 13, 2023
 DF4631
 DF4631  HISTORY     - Date     Condition        Report By
 DF4631  HISTORY     - 1978     MONUMENTED       MNHD
 DF4631  HISTORY     - 20010815 GOOD             MNDT
 DF4631  HISTORY     - 20120420 GOOD             MNDT
 DF4631  HISTORY     - 20160519 GOOD             MNDT
 DF4631  HISTORY     - 20230613 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.
 DF4631
 DF4631                          STATION RECOVERY (2012)
 DF4631
 DF4631'RECOVERY NOTE BY MN DEPT OF TRANSP 2012 (KMS)
 DF4631'1.85 MI (3.0 KM) WEST-SOUTHWEST OF BEMIDJI, IN ABUTMENT IN NORTHWEST
 DF4631'CORNER OF SOUTHBOUND INTERSTATE HIGHWAY 2 (TRUNK HIGHWAY 71) BRIDGE
 DF4631'NUMBER 04006 OVER RAILROAD TRACKS, 0.8 MI (1.3 KM) NORTH ALONG
 DF4631'INTERSTATE HIGHWAY 2  FROM THE JUNCTION OF INTERSTATE HIGHWAY 2 AND
 DF4631'COUNTY ROAD 7 AT INTERSTATE HIGHWAY 2 MILE POINT 112.5, 25 FT (7.6 M)
 DF4631'WEST OF SOUTHBOUND INTERSTATE HIGHWAY 2. DISK SET IN BRIDGE WHEN BUILT
 DF4631'IN 1978 THEN STAMPED WHEN USED IN 1980.
 DF4631
 DF4631                          STATION RECOVERY (2016)
 DF4631
 DF4631'RECOVERY NOTE BY MN DEPT OF TRANSP 2016 (DAS)
 DF4631'RECOVERED AS DESCRIBED.
 DF4631
 DF4631                          STATION RECOVERY (2023)
 DF4631
 DF4631'RECOVERY NOTE BY MN DEPT OF TRANSP 2023 (RMJ)
 DF4631'1.85 MI (2.98 KM) WEST-SOUTHWEST OF BEMIDJI, IN AN ABUTMENT IN THE
 DF4631'NORTHWEST CORNER OF SOUTHBOUND TRUNK HIGHWAY 2 (TRUNK HIGHWAY 71)
 DF4631'BRIDGE NUMBER 04006 OVER THE RAILROAD TRACKS, 0.8 MI (1.3 KM) NORTH
 DF4631'ALONG TRUNK HIGHWAY 2 FROM THE JUNCTION OF TRUNK HIGHWAY 2 AND COUNTY
 DF4631'ROAD 7 (5TH STREET NORTHWEST), AT TRUNK HIGHWAY 2 MILE POINT 112.5,
 DF4631'25.0 FT (7.6 M) WEST OF SOUTHBOUND TRUNK HIGHWAY 2.  THE DISK WAS SET
 DF4631'IN THE BRIDGE WHEN BUILT IN 1978 THEN STAMPED WHEN USED IN 1980.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DF4629 ***********************************************************************
 DF4629  DESIGNATION -  0406 AC
 DF4629  PID         -  DF4629
 DF4629  STATE/COUNTY-  MN/BELTRAMI
 DF4629  COUNTRY     -  US
 DF4629  USGS QUAD   -  BEMIDJI WEST (2019)
 DF4629
 DF4629                         *CURRENT SURVEY CONTROL
 DF4629  ______________________________________________________________________
 DF4629* NAD 83(1986) POSITION- 47 28 07.7    (N) 094 54 56.6    (W)   HD_HELD2
 DF4629* NAVD 88 ORTHO HEIGHT -   425.722 (meters)     1396.72  (feet) ADJUSTED
 DF4629  ______________________________________________________________________
 DF4629  GEOID HEIGHT    -        -28.093 (meters)                     GEOID18
 DF4629  DYNAMIC HEIGHT  -        425.762 (meters)     1396.85  (feet) COMP
 DF4629  MODELED GRAVITY -    980,694.2   (mgal)                       NAVD 88
 DF4629
 DF4629  VERT ORDER      -  SECOND    CLASS I
 DF4629
 DF4629.The horizontal coordinates were established by autonomous hand held GPS
 DF4629.observations and have an estimated accuracy of +/- 10 meters.
 DF4629
 DF4629.The orthometric height was determined by differential leveling and
 DF4629.adjusted by the NATIONAL GEODETIC SURVEY
 DF4629.in August 2004.
 DF4629
 DF4629.Significant digits in the geoid height do not necessarily reflect accuracy.
 DF4629.GEOID18 height accuracy estimate available here.
 DF4629
 DF4629.Click photographs - Photos may exist for this station.
 DF4629
 DF4629.The dynamic height is computed by dividing the NAVD 88
 DF4629.geopotential number by the normal gravity value computed on the
 DF4629.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DF4629.degrees latitude (g = 980.6199 gals.).
 DF4629
 DF4629.The modeled gravity was interpolated from observed gravity values.
 DF4629
 DF4629;                    North         East    Units  Estimated Accuracy
 DF4629;SPC MN N     -   209,313.      663,139.      MT  (+/- 10 meters HH2 GPS)
 DF4629
 DF4629_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUN5563759041(NAD 83)
 DF4629
 DF4629                          SUPERSEDED SURVEY CONTROL
 DF4629
 DF4629.No superseded survey control is available for this station.
 DF4629
 DF4629_MARKER: DV = VERTICAL CONTROL DISK
 DF4629_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DF4629_SP_SET: BRIDGE RAIL
 DF4629_STAMPING: 0406 AC 1980
 DF4629_MARK LOGO: MNHD
 DF4629_MAGNETIC: N = NO MAGNETIC MATERIAL
 DF4629_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 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       MNHD
 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 = MARCH 21, 2026 06:05:54 EDT
 DF4628 ***********************************************************************
 DF4628  DESIGNATION -  0406 AD
 DF4628  PID         -  DF4628
 DF4628  STATE/COUNTY-  MN/BELTRAMI
 DF4628  COUNTRY     -  US
 DF4628  USGS QUAD   -  BEMIDJI WEST (2019)
 DF4628
 DF4628                         *CURRENT SURVEY CONTROL
 DF4628  ______________________________________________________________________
 DF4628* NAD 83(1986) POSITION- 47 28 06.1    (N) 094 54 56.7    (W)   HD_HELD2
 DF4628* NAVD 88 ORTHO HEIGHT -   425.787 (meters)     1396.94  (feet) ADJUSTED
 DF4628  ______________________________________________________________________
 DF4628  GEOID HEIGHT    -        -28.093 (meters)                     GEOID18
 DF4628  DYNAMIC HEIGHT  -        425.828 (meters)     1397.07  (feet) COMP
 DF4628  MODELED GRAVITY -    980,694.2   (mgal)                       NAVD 88
 DF4628
 DF4628  VERT ORDER      -  SECOND    CLASS I
 DF4628
 DF4628.The horizontal coordinates were established by autonomous hand held GPS
 DF4628.observations and have an estimated accuracy of +/- 10 meters.
 DF4628
 DF4628.The orthometric height was determined by differential leveling and
 DF4628.adjusted by the NATIONAL GEODETIC SURVEY
 DF4628.in August 2004.
 DF4628
 DF4628.Significant digits in the geoid height do not necessarily reflect accuracy.
 DF4628.GEOID18 height accuracy estimate available here.
 DF4628
 DF4628.Click photographs - Photos may exist for this station.
 DF4628
 DF4628.The dynamic height is computed by dividing the NAVD 88
 DF4628.geopotential number by the normal gravity value computed on the
 DF4628.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DF4628.degrees latitude (g = 980.6199 gals.).
 DF4628
 DF4628.The modeled gravity was interpolated from observed gravity values.
 DF4628
 DF4628;                    North         East    Units  Estimated Accuracy
 DF4628;SPC MN N     -   209,263.      663,136.      MT  (+/- 10 meters HH2 GPS)
 DF4628
 DF4628_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUN5563358992(NAD 83)
 DF4628
 DF4628                          SUPERSEDED SURVEY CONTROL
 DF4628
 DF4628.No superseded survey control is available for this station.
 DF4628
 DF4628_MARKER: DV = VERTICAL CONTROL DISK
 DF4628_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DF4628_SP_SET: BRIDGE RAIL
 DF4628_STAMPING: 0406 AD 1980
 DF4628_MARK LOGO: MNHD
 DF4628_MAGNETIC: N = NO MAGNETIC MATERIAL
 DF4628_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DF4628_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DF4628+SATELLITE: SATELLITE OBSERVATIONS - June 13, 2023
 DF4628
 DF4628  HISTORY     - Date     Condition        Report By
 DF4628  HISTORY     - 1978     MONUMENTED       MNHD
 DF4628  HISTORY     - 20010815 GOOD             MNDT
 DF4628  HISTORY     - 20230613 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.
 DF4628
 DF4628                          STATION RECOVERY (2023)
 DF4628
 DF4628'RECOVERY NOTE BY MN DEPT OF TRANSP 2023 (RMJ)
 DF4628'0.5 MI (0.8 KM) WEST OF BEMIDJI, 3.7 MI (6.0 KM) NORTHWEST OF TRUNK
 DF4628'HIGHWAY 71, AT THE JUNCTION OF TRUNK HIGHWAY 2 AND COUNTY ROAD 7, AT
 DF4628'TRUNK HIGHWAY 2 MILE POINT 113.30, AT TRUNK HIGHWAY 2 STATION 819+35,
 DF4628'IN THE SOUTHEAST CORNER OF EASTBOUND TRUNK HIGHWAY 2 BRIDGE NUMBER
 DF4628'04010, 19.0 FT (5.8 M) EAST OF EASTBOUND TRUNK HIGHWAY 2 IN A BRIDGE
 DF4628'RAIL, 1.7 FT (0.5 M) NORTH OF THE SOUTHEAST CORNER OF A BRIDGE.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DF4626 ***********************************************************************
 DF4626  DESIGNATION -  0406 AE
 DF4626  PID         -  DF4626
 DF4626  STATE/COUNTY-  MN/BELTRAMI
 DF4626  COUNTRY     -  US
 DF4626  USGS QUAD   -  BEMIDJI WEST (2019)
 DF4626
 DF4626                         *CURRENT SURVEY CONTROL
 DF4626  ______________________________________________________________________
 DF4626* NAD 83(1986) POSITION- 47 27 25.8    (N) 094 54 24.1    (W)   HD_HELD2
 DF4626* NAVD 88 ORTHO HEIGHT -   422.460 (meters)     1386.02  (feet) ADJUSTED
 DF4626  ______________________________________________________________________
 DF4626  GEOID HEIGHT    -        -28.094 (meters)                     GEOID18
 DF4626  DYNAMIC HEIGHT  -        422.499 (meters)     1386.15  (feet) COMP
 DF4626  MODELED GRAVITY -    980,692.4   (mgal)                       NAVD 88
 DF4626
 DF4626  VERT ORDER      -  SECOND    CLASS I
 DF4626
 DF4626.The horizontal coordinates were established by autonomous hand held GPS
 DF4626.observations and have an estimated accuracy of +/- 10 meters.
 DF4626
 DF4626.The orthometric height was determined by differential leveling and
 DF4626.adjusted by the NATIONAL GEODETIC SURVEY
 DF4626.in August 2004.
 DF4626
 DF4626.Significant digits in the geoid height do not necessarily reflect accuracy.
 DF4626.GEOID18 height accuracy estimate available here.
 DF4626
 DF4626.Click photographs - Photos may exist for this station.
 DF4626
 DF4626.The dynamic height is computed by dividing the NAVD 88
 DF4626.geopotential number by the normal gravity value computed on the
 DF4626.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DF4626.degrees latitude (g = 980.6199 gals.).
 DF4626
 DF4626.The modeled gravity was interpolated from observed gravity values.
 DF4626
 DF4626;                    North         East    Units  Estimated Accuracy
 DF4626;SPC MN N     -   208,003.      663,789.      MT  (+/- 10 meters HH2 GPS)
 DF4626
 DF4626_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUN5628557731(NAD 83)
 DF4626
 DF4626                          SUPERSEDED SURVEY CONTROL
 DF4626
 DF4626.No superseded survey control is available for this station.
 DF4626
 DF4626_MARKER: DV = VERTICAL CONTROL DISK
 DF4626_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DF4626_SP_SET: BRIDGE RAIL
 DF4626_STAMPING: 0406 AE 1980
 DF4626_MARK LOGO: MNHD
 DF4626_MAGNETIC: N = NO MAGNETIC MATERIAL
 DF4626_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DF4626_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DF4626+SATELLITE: SATELLITE OBSERVATIONS - June 13, 2023
 DF4626
 DF4626  HISTORY     - Date     Condition        Report By
 DF4626  HISTORY     - 1979     MONUMENTED       MNHD
 DF4626  HISTORY     - 20010815 GOOD             MNDT
 DF4626  HISTORY     - 20230613 GOOD             MNDT
 DF4626
 DF4626                          STATION DESCRIPTION
 DF4626
 DF4626'DESCRIBED BY MN DEPT OF TRANSP 2001 (DKH)
 DF4626'THE MARK WAS RECOVERED IN GOOD CONDITION.  IT IS IN BEMIDJI, 2.7 MI
 DF4626'(4.3 KM) NORTHWEST OF TH 71, AT TH 2 MP 114.3, IN NORTHEAST CORNER OF
 DF4626'BRIDGE NO 04011 UNDER CO RD 11, 21.2 FT (6.5 M) EAST OF CO RD 11 IN
 DF4626'BRIDGE RAIL, 0.8 FT (24.4 CM) SOUTH OF NORTHEAST CORNER OF BRIDGE, AT
 DF4626'TH 2 STA 123+67.  DISK SET IN BRIDGE WHEN BUILT IN 1979 THEN STAMPED
 DF4626'IN 1980.
 DF4626
 DF4626                          STATION RECOVERY (2023)
 DF4626
 DF4626'RECOVERY NOTE BY MN DEPT OF TRANSP 2023 (RMJ)
 DF4626'IN BEMIDJI, 2.7 MI (4.3 KM) NORTHWEST OF TRUNK HIGHWAY 71, AT TRUNK
 DF4626'HIGHWAY 2 MILE POINT 114.3, AT TRUNK HIGHWAY 2 STATION 123+67, IN THE
 DF4626'NORTHEAST CORNER OF TRUNK HIGHWAY 2 BRIDGE NUMBER 04011, 21.2 FT (6.5
 DF4626'M) EAST OF COUNTY ROAD 11 IN A BRIDGE RAIL, 0.8 FT (24 CM) SOUTH OF
 DF4626'THE NORTHEAST CORNER OF A BRIDGE.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DF4627 ***********************************************************************
 DF4627  DESIGNATION -  0406 AF
 DF4627  PID         -  DF4627
 DF4627  STATE/COUNTY-  MN/BELTRAMI
 DF4627  COUNTRY     -  US
 DF4627  USGS QUAD   -  BEMIDJI WEST (2019)
 DF4627
 DF4627                         *CURRENT SURVEY CONTROL
 DF4627  ______________________________________________________________________
 DF4627* NAD 83(1986) POSITION- 47 27 21.3    (N) 094 54 24.0    (W)   HD_HELD2
 DF4627* NAVD 88 ORTHO HEIGHT -   422.228 (meters)     1385.26  (feet) ADJUSTED
 DF4627  ______________________________________________________________________
 DF4627  GEOID HEIGHT    -        -28.093 (meters)                     GEOID18
 DF4627  DYNAMIC HEIGHT  -        422.267 (meters)     1385.39  (feet) COMP
 DF4627  MODELED GRAVITY -    980,692.3   (mgal)                       NAVD 88
 DF4627
 DF4627  VERT ORDER      -  SECOND    CLASS I
 DF4627
 DF4627.The horizontal coordinates were established by autonomous hand held GPS
 DF4627.observations and have an estimated accuracy of +/- 10 meters.
 DF4627
 DF4627.The orthometric height was determined by differential leveling and
 DF4627.adjusted by the NATIONAL GEODETIC SURVEY
 DF4627.in August 2004.
 DF4627
 DF4627.Significant digits in the geoid height do not necessarily reflect accuracy.
 DF4627.GEOID18 height accuracy estimate available here.
 DF4627
 DF4627.Click photographs - Photos may exist for this station.
 DF4627
 DF4627.The dynamic height is computed by dividing the NAVD 88
 DF4627.geopotential number by the normal gravity value computed on the
 DF4627.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DF4627.degrees latitude (g = 980.6199 gals.).
 DF4627
 DF4627.The modeled gravity was interpolated from observed gravity values.
 DF4627
 DF4627;                    North         East    Units  Estimated Accuracy
 DF4627;SPC MN N     -   207,864.      663,788.      MT  (+/- 10 meters HH2 GPS)
 DF4627
 DF4627_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUN5628457592(NAD 83)
 DF4627
 DF4627                          SUPERSEDED SURVEY CONTROL
 DF4627
 DF4627.No superseded survey control is available for this station.
 DF4627
 DF4627_MARKER: DV = VERTICAL CONTROL DISK
 DF4627_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DF4627_SP_SET: BRIDGE RAIL
 DF4627_STAMPING: 0406 AF 1980
 DF4627_MARK LOGO: MNHD
 DF4627_MAGNETIC: N = NO MAGNETIC MATERIAL
 DF4627_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DF4627_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DF4627+SATELLITE: SATELLITE OBSERVATIONS - June 13, 2023
 DF4627
 DF4627  HISTORY     - Date     Condition        Report By
 DF4627  HISTORY     - 1979     MONUMENTED       MNHD
 DF4627  HISTORY     - 20010815 GOOD             MNDT
 DF4627  HISTORY     - 20230613 GOOD             MNDT
 DF4627
 DF4627                          STATION DESCRIPTION
 DF4627
 DF4627'DESCRIBED BY MN DEPT OF TRANSP 2001 (WAS)
 DF4627'THE MARK WAS RECOVERED IN GOOD CONDITION.  IT IS IN BEMIDJI, 2.7 MI
 DF4627'(4.3 KM) NORTHWEST OF TH 71, IN RAIL AT SOUTHEAST CORNER OF TH 2
 DF4627'BRIDGE NO 04011 UNDER CO RD 11, AT TH 2 MP 114.3, 21.2 FT (6.5 M)
 DF4627'EAST OF CO RD 11, 0.8 FT (24.4 CM) NORTH OF SOUTHEAST CORNER OF
 DF4627'BRIDGE, AT TH 2 STA 169+11.  DISK SET IN BRIDGE WHEN BUILT IN 1979
 DF4627'THEN STAMPED 1980.
 DF4627
 DF4627                          STATION RECOVERY (2023)
 DF4627
 DF4627'RECOVERY NOTE BY MN DEPT OF TRANSP 2023 (RMJ)
 DF4627'IN BEMIDJI, 2.7 MI (4.3 KM) NORTHWEST OF TRUNK HIGHWAY 71, IN THE
 DF4627'SOUTHEAST CORNER OF A BRIDGE RAIL OF TRUNK HIGHWAY 2 BRIDGE NUMBER
 DF4627'04011, AT TRUNK HIGHWAY 2 MILE POINT 114.3, AT TRUNK HIGHWAY 2 STATION
 DF4627'169+11 IN A BRIDGE RAIL, 21.2 FT (6.5 M) EAST OF COUNTY ROAD 11, 0.8
 DF4627'FT (24 CM) NORTH OF THE SOUTHEAST CORNER OF A BRIDGE.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DF4624 ***********************************************************************
 DF4624  DESIGNATION -  0406 AG
 DF4624  PID         -  DF4624
 DF4624  STATE/COUNTY-  MN/BELTRAMI
 DF4624  COUNTRY     -  US
 DF4624  USGS QUAD   -  BEMIDJI WEST (2019)
 DF4624
 DF4624                         *CURRENT SURVEY CONTROL
 DF4624  ______________________________________________________________________
 DF4624* NAD 83(1986) POSITION- 47 26 44.3    (N) 094 53 18.5    (W)   HD_HELD2
 DF4624* NAVD 88 ORTHO HEIGHT -   413.715 (meters)     1357.33  (feet) ADJUSTED
 DF4624  ______________________________________________________________________
 DF4624  GEOID HEIGHT    -        -28.100 (meters)                     GEOID18
 DF4624  DYNAMIC HEIGHT  -        413.752 (meters)     1357.45  (feet) COMP
 DF4624  MODELED GRAVITY -    980,690.9   (mgal)                       NAVD 88
 DF4624
 DF4624  VERT ORDER      -  SECOND    CLASS I
 DF4624
 DF4624.The horizontal coordinates were established by autonomous hand held GPS
 DF4624.observations and have an estimated accuracy of +/- 10 meters.
 DF4624
 DF4624.The orthometric height was determined by differential leveling and
 DF4624.adjusted by the NATIONAL GEODETIC SURVEY
 DF4624.in August 2019.
 DF4624
 DF4624.Significant digits in the geoid height do not necessarily reflect accuracy.
 DF4624.GEOID18 height accuracy estimate available here.
 DF4624
 DF4624.Click photographs - Photos may exist for this station.
 DF4624
 DF4624.The dynamic height is computed by dividing the NAVD 88
 DF4624.geopotential number by the normal gravity value computed on the
 DF4624.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DF4624.degrees latitude (g = 980.6199 gals.).
 DF4624
 DF4624.The modeled gravity was interpolated from observed gravity values.
 DF4624
 DF4624;                    North         East    Units  Estimated Accuracy
 DF4624;SPC MN N     -   206,690.      665,133.      MT  (+/- 10 meters HH2 GPS)
 DF4624
 DF4624_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUN5762856416(NAD 83)
 DF4624
 DF4624                          SUPERSEDED SURVEY CONTROL
 DF4624
 DF4624  NAVD 88 (08/10/04)  413.715  (m)         1357.33   (f) SUPERSEDED  2 1
 DF4624
 DF4624.Superseded values are not recommended for survey control.
 DF4624
 DF4624.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF4624.See file dsdata.pdf to determine how the superseded data were derived.
 DF4624
 DF4624_MARKER: DV = VERTICAL CONTROL DISK
 DF4624_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DF4624_SP_SET: BRIDGE RAIL
 DF4624_STAMPING: 0406 AG 1980
 DF4624_MARK LOGO: MNHD
 DF4624_MAGNETIC: N = NO MAGNETIC MATERIAL
 DF4624_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 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       MNHD
 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.  IT IS IN BEMIDJI, 1.5 MI
 DF4624'(2.4 KM) NORTHWEST OF TH 71, AT TH 2 MP 115.3, IN SE ABUT OF WB TH 2
 DF4624'BRIDGE 04013 OVER MISSISSIPPI RIVER, 20 FT (6.1 M) SOUTHWEST OF WB TH
 DF4624'2, AT TH 2 STA 928+75.  DISK SET IN BRIDGE WHEN BUILT IN 1979 THEN
 DF4624'STAMPED IN 1980.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DF4625 ***********************************************************************
 DF4625  DESIGNATION -  0406 AH
 DF4625  PID         -  DF4625
 DF4625  STATE/COUNTY-  MN/BELTRAMI
 DF4625  COUNTRY     -  US
 DF4625  USGS QUAD   -  BEMIDJI WEST (2019)
 DF4625
 DF4625                         *CURRENT SURVEY CONTROL
 DF4625  ______________________________________________________________________
 DF4625* NAD 83(1986) POSITION- 47 26 43.57   (N) 094 53 19.63   (W)   HD_HELD1
 DF4625* NAVD 88 ORTHO HEIGHT -   413.675 (meters)     1357.20  (feet) ADJUSTED
 DF4625  ______________________________________________________________________
 DF4625  GEOID HEIGHT    -        -28.100 (meters)                     GEOID18
 DF4625  DYNAMIC HEIGHT  -        413.712 (meters)     1357.32  (feet) COMP
 DF4625  MODELED GRAVITY -    980,690.9   (mgal)                       NAVD 88
 DF4625
 DF4625  VERT ORDER      -  SECOND    CLASS I
 DF4625
 DF4625.The horizontal coordinates were determined by differentially corrected
 DF4625.hand held GPS observations or other comparable positioning techniques
 DF4625.and have an estimated accuracy of +/- 3 meters.
 DF4625
 DF4625.The orthometric height was determined by differential leveling and
 DF4625.adjusted by the NATIONAL GEODETIC SURVEY
 DF4625.in August 2019.
 DF4625
 DF4625.Significant digits in the geoid height do not necessarily reflect accuracy.
 DF4625.GEOID18 height accuracy estimate available here.
 DF4625
 DF4625.Click photographs - Photos may exist for this station.
 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     -   206,668.0     665,108.9     MT  (+/- 3 meters HH1 GPS) 
 DF4625
 DF4625_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUN5760356394(NAD 83)
 DF4625
 DF4625                          SUPERSEDED SURVEY CONTROL
 DF4625
 DF4625  NAVD 88 (08/10/04)  413.675  (m)         1357.20   (f) SUPERSEDED  2 1
 DF4625
 DF4625.Superseded values are not recommended for survey control.
 DF4625
 DF4625.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF4625.See file dsdata.pdf to determine how the superseded data were derived.
 DF4625
 DF4625_MARKER: DV = VERTICAL CONTROL DISK
 DF4625_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DF4625_SP_SET: BRIDGE ABUTMENT
 DF4625_STAMPING: 0406 AH 1980
 DF4625_MARK LOGO: MNHD
 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       MNHD
 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 = MARCH 21, 2026 06:05:54 EDT
 DF4622 ***********************************************************************
 DF4622  DESIGNATION -  0406 AJ
 DF4622  PID         -  DF4622
 DF4622  STATE/COUNTY-  MN/BELTRAMI
 DF4622  COUNTRY     -  US
 DF4622  USGS QUAD   -  BEMIDJI WEST (2019)
 DF4622
 DF4622                         *CURRENT SURVEY CONTROL
 DF4622  ______________________________________________________________________
 DF4622* NAD 83(1986) POSITION- 47 26 21.1    (N) 094 52 31.8    (W)   HD_HELD2
 DF4622* NAVD 88 ORTHO HEIGHT -   425.650 (meters)     1396.49  (feet) ADJUSTED
 DF4622  ______________________________________________________________________
 DF4622  GEOID HEIGHT    -        -28.104 (meters)                     GEOID18
 DF4622  DYNAMIC HEIGHT  -        425.688 (meters)     1396.61  (feet) COMP
 DF4622  MODELED GRAVITY -    980,690.3   (mgal)                       NAVD 88
 DF4622
 DF4622  VERT ORDER      -  SECOND    CLASS I
 DF4622
 DF4622.The horizontal coordinates were established by autonomous hand held GPS
 DF4622.observations and have an estimated accuracy of +/- 10 meters.
 DF4622
 DF4622.The orthometric height was determined by differential leveling and
 DF4622.adjusted by the NATIONAL GEODETIC SURVEY
 DF4622.in August 2019.
 DF4622
 DF4622.Significant digits in the geoid height do not necessarily reflect accuracy.
 DF4622.GEOID18 height accuracy estimate available here.
 DF4622
 DF4622.Click photographs - Photos may exist for this station.
 DF4622
 DF4622.The dynamic height is computed by dividing the NAVD 88
 DF4622.geopotential number by the normal gravity value computed on the
 DF4622.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DF4622.degrees latitude (g = 980.6199 gals.).
 DF4622
 DF4622.The modeled gravity was interpolated from observed gravity values.
 DF4622
 DF4622;                    North         East    Units  Estimated Accuracy
 DF4622;SPC MN N     -   205,951.      666,095.      MT  (+/- 10 meters HH2 GPS)
 DF4622
 DF4622_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUN5858855677(NAD 83)
 DF4622
 DF4622                          SUPERSEDED SURVEY CONTROL
 DF4622
 DF4622  NAVD 88 (08/10/04)  425.651  (m)         1396.49   (f) SUPERSEDED  2 1
 DF4622
 DF4622.Superseded values are not recommended for survey control.
 DF4622
 DF4622.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF4622.See file dsdata.pdf to determine how the superseded data were derived.
 DF4622
 DF4622_MARKER: DV = VERTICAL CONTROL DISK
 DF4622_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DF4622_SP_SET: BRIDGE RAIL
 DF4622_STAMPING: 0406 AJ 1980
 DF4622_MARK LOGO: MNHD
 DF4622_MAGNETIC: N = NO MAGNETIC MATERIAL
 DF4622_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DF4622_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DF4622+SATELLITE: SATELLITE OBSERVATIONS - June 14, 2023
 DF4622
 DF4622  HISTORY     - Date     Condition        Report By
 DF4622  HISTORY     - 1979     MONUMENTED       MNHD
 DF4622  HISTORY     - 20010815 GOOD             MNDT
 DF4622  HISTORY     - 20230614 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.
 DF4622
 DF4622                          STATION RECOVERY (2023)
 DF4622
 DF4622'RECOVERY NOTE BY MN DEPT OF TRANSP 2023 (TJD)
 DF4622'0.25 MI (0.40 KM) SOUTHWEST OF BEMIDJI, 0.8 MI (1.3 KM) NORTHWEST OF
 DF4622'TRUNK HIGHWAY 71, AT TRUNK HIGHWAY 2 MILE POINT 116.1, AT COUNTY ROAD
 DF4622'11 STATION 29+22 IN A BRIDGE RAILING OF A COUNTY ROAD 11 BRIDGE OVER
 DF4622'TRUNK HIGHWAY 2, IN THE SOUTHEAST CORNER OF TRUNK HIGHWAY 2 BRIDGE
 DF4622'NUMBER 04019, 21.6 FT (6.6 M) WEST OF THE SOUTHEAST CORNER OF A
 DF4622'BRIDGE, 21.3 FT (6.5 M) SOUTH OF COUNTY ROAD 11.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DF4623 ***********************************************************************
 DF4623  DESIGNATION -  0406 AK
 DF4623  PID         -  DF4623
 DF4623  STATE/COUNTY-  MN/BELTRAMI
 DF4623  COUNTRY     -  US
 DF4623  USGS QUAD   -  BEMIDJI WEST (2019)
 DF4623
 DF4623                         *CURRENT SURVEY CONTROL
 DF4623  ______________________________________________________________________
 DF4623* NAD 83(1986) POSITION- 47 26 21.2    (N) 094 52 38.2    (W)   HD_HELD2
 DF4623* NAVD 88 ORTHO HEIGHT -   423.627 (meters)     1389.85  (feet) ADJUSTED
 DF4623  ______________________________________________________________________
 DF4623  GEOID HEIGHT    -        -28.102 (meters)                     GEOID18
 DF4623  DYNAMIC HEIGHT  -        423.666 (meters)     1389.98  (feet) COMP
 DF4623  MODELED GRAVITY -    980,690.3   (mgal)                       NAVD 88
 DF4623
 DF4623  VERT ORDER      -  SECOND    CLASS I
 DF4623
 DF4623.The horizontal coordinates were established by autonomous hand held GPS
 DF4623.observations and have an estimated accuracy of +/- 10 meters.
 DF4623
 DF4623.The orthometric height was determined by differential leveling and
 DF4623.adjusted by the NATIONAL GEODETIC SURVEY
 DF4623.in August 2019.
 DF4623
 DF4623.Significant digits in the geoid height do not necessarily reflect accuracy.
 DF4623.GEOID18 height accuracy estimate available here.
 DF4623
 DF4623.Click photographs - Photos may exist for this station.
 DF4623
 DF4623.The dynamic height is computed by dividing the NAVD 88
 DF4623.geopotential number by the normal gravity value computed on the
 DF4623.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DF4623.degrees latitude (g = 980.6199 gals.).
 DF4623
 DF4623.The modeled gravity was interpolated from observed gravity values.
 DF4623
 DF4623;                    North         East    Units  Estimated Accuracy
 DF4623;SPC MN N     -   205,957.      665,961.      MT  (+/- 10 meters HH2 GPS)
 DF4623
 DF4623_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUN5845455683(NAD 83)
 DF4623
 DF4623                          SUPERSEDED SURVEY CONTROL
 DF4623
 DF4623  NAVD 88 (08/10/04)  423.629  (m)         1389.86   (f) SUPERSEDED  2 1
 DF4623
 DF4623.Superseded values are not recommended for survey control.
 DF4623
 DF4623.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF4623.See file dsdata.pdf to determine how the superseded data were derived.
 DF4623
 DF4623_MARKER: DV = VERTICAL CONTROL DISK
 DF4623_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DF4623_SP_SET: BRIDGE RAIL
 DF4623_STAMPING: 0406 AK 1980
 DF4623_MARK LOGO: MNHD
 DF4623_MAGNETIC: N = NO MAGNETIC MATERIAL
 DF4623_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DF4623_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DF4623+SATELLITE: SATELLITE OBSERVATIONS - June 14, 2023
 DF4623
 DF4623  HISTORY     - Date     Condition        Report By
 DF4623  HISTORY     - 1979     MONUMENTED       MNHD
 DF4623  HISTORY     - 20010815 GOOD             MNDT
 DF4623  HISTORY     - 20230614 GOOD             MNDT
 DF4623
 DF4623                          STATION DESCRIPTION
 DF4623
 DF4623'DESCRIBED BY MN DEPT OF TRANSP 2001 (WAS)
 DF4623'THE MARK WAS RECOVERED IN GOOD CONDITION.  IT IS 0.25 MI (0.40 KM)
 DF4623'SOUTHWEST OF BEMIDJI, 0.8 MI (1.3 KM) NORTHWEST OF TH 71, AT TH 2 MP
 DF4623'116.1, IN RAIL AT SOUTHWEST CORNER OF TH 2 BRIDGE NO 04019 UNDER CO RD
 DF4623'11, 21.3 FT (6.5 M) SOUTH OF CO RD 11, 19.8 FT (6.0 M) EAST OF
 DF4623'SOUTHWEST CORNER OF BRIDGE, AT CO RD 11 STA 33+62.  DISK SET IN BRIDGE
 DF4623'WHEN BUILT IN 1979 THEN STAMPED IN 1980.
 DF4623
 DF4623                          STATION RECOVERY (2023)
 DF4623
 DF4623'RECOVERY NOTE BY MN DEPT OF TRANSP 2023 (TJD)
 DF4623'0.25 MI (0.40 KM) SOUTHWEST OF BEMIDJI, 0.8 MI (1.3 KM) NORTHWEST OF
 DF4623'TRUNK HIGHWAY 71, AT TRUNK HIGHWAY 2 MILE POINT 116.1, AT COUNTY ROAD
 DF4623'11 STATION 33+62., IN THE SOUTHWEST CORNER OF TRUNK HIGHWAY 2 BRIDGE
 DF4623'NUMBER 04019, IN A BRIDGE RAIL, 21.3 FT (6.5 M) SOUTH OF COUNTY ROAD
 DF4623'11, 19.8 FT (6.0 M) EAST OF THE SOUTHWEST CORNER OF A BRIDGE.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DF4619 ***********************************************************************
 DF4619  DESIGNATION -  0406 AM
 DF4619  PID         -  DF4619
 DF4619  STATE/COUNTY-  MN/BELTRAMI
 DF4619  COUNTRY     -  US
 DF4619  USGS QUAD   -  BEMIDJI EAST (2019)
 DF4619
 DF4619                         *CURRENT SURVEY CONTROL
 DF4619  ______________________________________________________________________
 DF4619* NAD 83(1986) POSITION- 47 25 48.1    (N) 094 49 58.9    (W)   HD_HELD2
 DF4619* NAVD 88 ORTHO HEIGHT -   423.121 (meters)     1388.19  (feet) ADJUSTED
 DF4619  ______________________________________________________________________
 DF4619  GEOID HEIGHT    -        -28.123 (meters)                     GEOID18
 DF4619  DYNAMIC HEIGHT  -        423.159 (meters)     1388.31  (feet) COMP
 DF4619  MODELED GRAVITY -    980,690.8   (mgal)                       NAVD 88
 DF4619
 DF4619  VERT ORDER      -  SECOND    CLASS I
 DF4619
 DF4619.The horizontal coordinates were established by autonomous hand held GPS
 DF4619.observations and have an estimated accuracy of +/- 10 meters.
 DF4619
 DF4619.The orthometric height was determined by differential leveling and
 DF4619.adjusted by the NATIONAL GEODETIC SURVEY
 DF4619.in August 2019.
 DF4619
 DF4619.Significant digits in the geoid height do not necessarily reflect accuracy.
 DF4619.GEOID18 height accuracy estimate available here.
 DF4619
 DF4619.Click photographs - Photos may exist for this station.
 DF4619
 DF4619.The dynamic height is computed by dividing the NAVD 88
 DF4619.geopotential number by the normal gravity value computed on the
 DF4619.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DF4619.degrees latitude (g = 980.6199 gals.).
 DF4619
 DF4619.The modeled gravity was interpolated from observed gravity values.
 DF4619
 DF4619;                    North         East    Units  Estimated Accuracy
 DF4619;SPC MN N     -   204,860.      669,275.      MT  (+/- 10 meters HH2 GPS)
 DF4619
 DF4619_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUN6176754582(NAD 83)
 DF4619
 DF4619                          SUPERSEDED SURVEY CONTROL
 DF4619
 DF4619  NAVD 88 (08/10/04)  423.124  (m)         1388.20   (f) SUPERSEDED  2 1
 DF4619
 DF4619.Superseded values are not recommended for survey control.
 DF4619
 DF4619.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF4619.See file dsdata.pdf to determine how the superseded data were derived.
 DF4619
 DF4619_MARKER: DV = VERTICAL CONTROL DISK
 DF4619_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DF4619_SP_SET: BRIDGE RAILING
 DF4619_STAMPING: 0406 AM 2001
 DF4619_MARK LOGO: MNHD
 DF4619_MAGNETIC: N = NO MAGNETIC MATERIAL
 DF4619_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DF4619_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DF4619+SATELLITE: SATELLITE OBSERVATIONS - June 14, 2023
 DF4619
 DF4619  HISTORY     - Date     Condition        Report By
 DF4619  HISTORY     - 19790401 MONUMENTED       MNHD
 DF4619  HISTORY     - 20010815 GOOD             MNDT
 DF4619  HISTORY     - 20070404 GOOD             MNDT
 DF4619  HISTORY     - 20230614 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.
 DF4619
 DF4619                          STATION RECOVERY (2007)
 DF4619
 DF4619'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (DJS)
 DF4619'1.5 MI (2.4 KM) SOUTHEAST OF BEMIDJI, 1.5 MI (2.4 KM) EAST ALONG TRUNK
 DF4619'HIGHWAY 2 FROM THE JUNCTION OF TRUNK HIGHWAY 2 AND TRUNK HIGHWAY 71 IN
 DF4619'SOUTHEAST PART OF BEMIDJI, AT TRUNK HIGHWAY MILE POINT 118.4, IN
 DF4619'SOUTHWEST CORNER OF WESTBOUND TRUNK HIGHWAY 2 BRIDGE RAIL, 19.0 FT
 DF4619'(5.8 M) SOUTH OF WESTBOUND TRUNK HIGHWAY 2, 15.9 FT (4.8 M) EAST OF
 DF4619'THE SOUTHWEST CORNER OF BRIDGE.
 DF4619
 DF4619                          STATION RECOVERY (2023)
 DF4619
 DF4619'RECOVERY NOTE BY MN DEPT OF TRANSP 2023 (TJD)
 DF4619'1.5 MI (2.4 KM) SOUTHEAST OF BEMIDJI, IN THE SOUTHWEST CORNER OF A
 DF4619'WESTBOUND TRUNK HIGHWAY 2 BRIDGE RAIL, 1.5 MI (2.4 KM) EAST ALONG
 DF4619'TRUNK HIGHWAY 2 FROM THE JUNCTION OF TRUNK HIGHWAY 2 AND TRUNK HIGHWAY
 DF4619'71 IN THE SOUTHEAST PART OF BEMIDJI, AT TRUNK HIGHWAY MILE POINT
 DF4619'118.4, 19.0 FT (5.8 M) SOUTH OF WESTBOUND TRUNK HIGHWAY 2, 15.9 FT
 DF4619'(4.8 M) EAST OF THE SOUTHWEST CORNER OF A BRIDGE.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DF4618 ***********************************************************************
 DF4618  DESIGNATION -  0406 AN
 DF4618  PID         -  DF4618
 DF4618  STATE/COUNTY-  MN/BELTRAMI
 DF4618  COUNTRY     -  US
 DF4618  USGS QUAD   -  BEMIDJI EAST (2019)
 DF4618
 DF4618                         *CURRENT SURVEY CONTROL
 DF4618  ______________________________________________________________________
 DF4618* NAD 83(1986) POSITION- 47 25 47.1    (N) 094 49 57.8    (W)   HD_HELD2
 DF4618* NAVD 88 ORTHO HEIGHT -   423.020 (meters)     1387.86  (feet) ADJUSTED
 DF4618  ______________________________________________________________________
 DF4618  GEOID HEIGHT    -        -28.123 (meters)                     GEOID18
 DF4618  DYNAMIC HEIGHT  -        423.059 (meters)     1387.99  (feet) COMP
 DF4618  MODELED GRAVITY -    980,690.7   (mgal)                       NAVD 88
 DF4618
 DF4618  VERT ORDER      -  SECOND    CLASS I
 DF4618
 DF4618.The horizontal coordinates were established by autonomous hand held GPS
 DF4618.observations and have an estimated accuracy of +/- 10 meters.
 DF4618
 DF4618.The orthometric height was determined by differential leveling and
 DF4618.adjusted by the NATIONAL GEODETIC SURVEY
 DF4618.in August 2019.
 DF4618
 DF4618.Significant digits in the geoid height do not necessarily reflect accuracy.
 DF4618.GEOID18 height accuracy estimate available here.
 DF4618
 DF4618.Click photographs - Photos may exist for this station.
 DF4618
 DF4618.The dynamic height is computed by dividing the NAVD 88
 DF4618.geopotential number by the normal gravity value computed on the
 DF4618.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DF4618.degrees latitude (g = 980.6199 gals.).
 DF4618
 DF4618.The modeled gravity was interpolated from observed gravity values.
 DF4618
 DF4618;                    North         East    Units  Estimated Accuracy
 DF4618;SPC MN N     -   204,828.      669,297.      MT  (+/- 10 meters HH2 GPS)
 DF4618
 DF4618_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUN6178954550(NAD 83)
 DF4618
 DF4618                          SUPERSEDED SURVEY CONTROL
 DF4618
 DF4618  NAVD 88 (08/10/04)  423.023  (m)         1387.87   (f) SUPERSEDED  2 1
 DF4618
 DF4618.Superseded values are not recommended for survey control.
 DF4618
 DF4618.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF4618.See file dsdata.pdf to determine how the superseded data were derived.
 DF4618
 DF4618_MARKER: DV = VERTICAL CONTROL DISK
 DF4618_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DF4618_SP_SET: BRIDGE RAILING
 DF4618_STAMPING: 0406 AN 2001
 DF4618_MARK LOGO: MNHD
 DF4618_MAGNETIC: N = NO MAGNETIC MATERIAL
 DF4618_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DF4618_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DF4618+SATELLITE: SATELLITE OBSERVATIONS - June 14, 2023
 DF4618
 DF4618  HISTORY     - Date     Condition        Report By
 DF4618  HISTORY     - 19790401 MONUMENTED       MNHD
 DF4618  HISTORY     - 20010815 GOOD             MNDT
 DF4618  HISTORY     - 20070404 GOOD             MNDT
 DF4618  HISTORY     - 20230614 GOOD             MNDT
 DF4618
 DF4618                          STATION DESCRIPTION
 DF4618
 DF4618'DESCRIBED BY MN DEPT OF TRANSP 2001 (WAS)
 DF4618'THE MARK WAS RECOVERED IN GOOD CONDITION.  IT IS 1.5 MI (2.4 KM)
 DF4618'SOUTHEAST OF BEMIDJI, 1.5 MI (2.4 KM) EAST ALONG TH 2 FROM JCT OF TH 2
 DF4618'AND TH 71 IN SE PART OF BEMIDJI, AT TH 2 MP 118.4, IN RAIL AT
 DF4618'SOUTHWEST CORNER OF EB TH 2 BRIDGE NO 04018 OVER CO RD 50 AND RR
 DF4618'TRACKS, 24.4 FT (7.4 M) SOUTH OF EB TH 2, 15.7 FT (4.8 M) EAST OF
 DF4618'SOUTHWEST CORNER OF BRIDGE.  DISK SET IN BRIDGE WHEN BUILT IN 1979
 DF4618'THEN STAMPED IN 2001.
 DF4618
 DF4618                          STATION RECOVERY (2007)
 DF4618
 DF4618'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (DJS)
 DF4618'1.5 MI (2.4 KM) SOUTHEAST OF BEMIDJI, 1.5 MI (2.4 KM) EAST ALONG TRUNK
 DF4618'HIGHWAY 2 FROM THE JUNCTION OF TRUNK HIGHWAY 2 AND TRUNK HIGHWAY 71 IN
 DF4618'SOUTHEAST PART OF BEMIDJI, AT TRUNK HIGHWAY MILE POINT 118.4, IN
 DF4618'SOUTHWEST CORNER OF EASTBOUND TRUNK HIGHWAY 2 BRIDGE OVER RAILROAD,
 DF4618'24.4 FT (7.4 M) SOUTH OF EASTBOUND TRUNK HIGHWAY 2, 15.7 FT (4.8 M)
 DF4618'EAST OF THE SOUTHWEST CORNER OF BRIDGE.
 DF4618
 DF4618                          STATION RECOVERY (2023)
 DF4618
 DF4618'RECOVERY NOTE BY MN DEPT OF TRANSP 2023 (TJD)
 DF4618'1.5 MI (2.4 KM) SOUTHEAST OF BEMIDJI, IN THE SOUTHWEST CORNER OF AN
 DF4618'EASTBOUND TRUNK HIGHWAY 2 BRIDGE OVER A RAILROAD, 1.5 MI (2.4 KM) EAST
 DF4618'ALONG TRUNK HIGHWAY 2 FROM THE JUNCTION OF TRUNK HIGHWAY 2 AND TRUNK
 DF4618'HIGHWAY 71 IN THE SOUTHEAST PART OF BEMIDJI, AT TRUNK HIGHWAY MILE
 DF4618'POINT 118.4, 24.4 FT (7.4 M) SOUTH OF EASTBOUND TRUNK HIGHWAY 2, 15.7
 DF4618'FT (4.8 M) EAST OF THE SOUTHWEST CORNER OF A BRIDGE.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DF4616 ***********************************************************************
 DF4616  DESIGNATION -  0406 AP
 DF4616  PID         -  DF4616
 DF4616  STATE/COUNTY-  MN/BELTRAMI
 DF4616  COUNTRY     -  US
 DF4616  USGS QUAD   -  BEMIDJI EAST (2019)
 DF4616
 DF4616                         *CURRENT SURVEY CONTROL
 DF4616  ______________________________________________________________________
 DF4616* NAD 83(1986) POSITION- 47 25 47.8    (N) 094 49 53.7    (W)   HD_HELD2
 DF4616* NAVD 88 ORTHO HEIGHT -   422.999 (meters)     1387.79  (feet) ADJUSTED
 DF4616  ______________________________________________________________________
 DF4616  GEOID HEIGHT    -        -28.124 (meters)                     GEOID18
 DF4616  DYNAMIC HEIGHT  -        423.037 (meters)     1387.91  (feet) COMP
 DF4616  MODELED GRAVITY -    980,690.8   (mgal)                       NAVD 88
 DF4616
 DF4616  VERT ORDER      -  SECOND    CLASS I
 DF4616
 DF4616.The horizontal coordinates were established by autonomous hand held GPS
 DF4616.observations and have an estimated accuracy of +/- 10 meters.
 DF4616
 DF4616.The orthometric height was determined by differential leveling and
 DF4616.adjusted by the NATIONAL GEODETIC SURVEY
 DF4616.in August 2019.
 DF4616
 DF4616.Significant digits in the geoid height do not necessarily reflect accuracy.
 DF4616.GEOID18 height accuracy estimate available here.
 DF4616
 DF4616.Click photographs - Photos may exist for this station.
 DF4616
 DF4616.The dynamic height is computed by dividing the NAVD 88
 DF4616.geopotential number by the normal gravity value computed on the
 DF4616.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DF4616.degrees latitude (g = 980.6199 gals.).
 DF4616
 DF4616.The modeled gravity was interpolated from observed gravity values.
 DF4616
 DF4616;                    North         East    Units  Estimated Accuracy
 DF4616;SPC MN N     -   204,848.      669,383.      MT  (+/- 10 meters HH2 GPS)
 DF4616
 DF4616_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUN6187554570(NAD 83)
 DF4616
 DF4616                          SUPERSEDED SURVEY CONTROL
 DF4616
 DF4616  NAVD 88 (08/10/04)  423.001  (m)         1387.80   (f) SUPERSEDED  2 1
 DF4616
 DF4616.Superseded values are not recommended for survey control.
 DF4616
 DF4616.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF4616.See file dsdata.pdf to determine how the superseded data were derived.
 DF4616
 DF4616_MARKER: DV = VERTICAL CONTROL DISK
 DF4616_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DF4616_SP_SET: BRIDGE RAILING
 DF4616_STAMPING: 0406 AP 2001
 DF4616_MARK LOGO: MNHD
 DF4616_MAGNETIC: N = NO MAGNETIC MATERIAL
 DF4616_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DF4616_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DF4616+SATELLITE: SATELLITE OBSERVATIONS - June 14, 2023
 DF4616
 DF4616  HISTORY     - Date     Condition        Report By
 DF4616  HISTORY     - 19790401 MONUMENTED       MNHD
 DF4616  HISTORY     - 20010815 GOOD             MNDT
 DF4616  HISTORY     - 20070404 GOOD             MNDT
 DF4616  HISTORY     - 20230614 GOOD             MNDT
 DF4616
 DF4616                          STATION DESCRIPTION
 DF4616
 DF4616'DESCRIBED BY MN DEPT OF TRANSP 2001 (WAS)
 DF4616'THE MARK WAS RECOVERED IN GOOD CONDITION.  IT IS 1.5 MI (2.4 KM)
 DF4616'SOUTHEAST OF BEMIDJI, 1.55 MI (2.49 KM) EAST ALONG TH 2 FROM JCT OF TH
 DF4616'2 AND TH 71 IN SE PART OF BEMIDJI, AT TH 2 MP 118.5, IN RAIL AT
 DF4616'SOUTHWEST CORNER OF EB TH 2 BRIDGE NO 04017 OVER CO RD 50 AND RR
 DF4616'TRACKS, 20 FT (6.1 M) SOUTH OF WB TH 2, 15.8 FT (4.8 M) WEST OF
 DF4616'SOUTHEAST CORNER OF BRIDGE.  DISK SET IN BRIDGE WHEN BUILT IN 1979
 DF4616'THEN STAMPED IN 2001.
 DF4616
 DF4616                          STATION RECOVERY (2007)
 DF4616
 DF4616'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (DJS)
 DF4616'1.5 MI (2.4 KM) SOUTHEAST OF BEMIDJI, 1.55 MI (2.49 KM) EAST ALONG
 DF4616'TRUNK HIGHWAY 2 FROM THE JUNCTION OF TRUNK HIGHWAY 2 AND TRUNK HIGHWAY
 DF4616'71 IN SOUTHEAST PART OF BEMIDJI, AT TRUNK HIGHWAY 2 MILE POINT 118.5,
 DF4616'IN SOUTHEAST CORNER OF EASTBOUND TRUNK HIGHWAY 2 BRIDGE OVER RAILROAD,
 DF4616'20.0 FT (6.1 M) SOUTH OF WESTBOUND TRUNK HIGHWAY 2, 15.8 FT (4.8 M)
 DF4616'WEST OF THE SOUTHEAST CORNER OF BRIDGE.
 DF4616
 DF4616                          STATION RECOVERY (2023)
 DF4616
 DF4616'RECOVERY NOTE BY MN DEPT OF TRANSP 2023 (TJD)
 DF4616'1.5 MI (2.4 KM) SOUTHEAST OF BEMIDJI, IN THE SOUTHEAST CORNER OF
 DF4616'EASTBOUND TRUNK HIGHWAY 2 BRIDGE OVER A RAILROAD, 1.55 MI (2.49 KM)
 DF4616'EAST ALONG TRUNK HIGHWAY 2 FROM THE JUNCTION OF TRUNK HIGHWAY 2 AND
 DF4616'TRUNK HIGHWAY 71 IN THE SOUTHEAST PART OF BEMIDJI, AT TRUNK HIGHWAY 2
 DF4616'MILE POINT 118.5, 20.0 FT (6.1 M) SOUTH OF WESTBOUND TRUNK HIGHWAY 2,
 DF4616'15.8 FT (4.8 M) WEST OF THE SOUTHEAST CORNER OF A BRIDGE.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DF4617 ***********************************************************************
 DF4617  DESIGNATION -  0406 AQ
 DF4617  PID         -  DF4617
 DF4617  STATE/COUNTY-  MN/BELTRAMI
 DF4617  COUNTRY     -  US
 DF4617  USGS QUAD   -  BEMIDJI EAST (2019)
 DF4617
 DF4617                         *CURRENT SURVEY CONTROL
 DF4617  ______________________________________________________________________
 DF4617* NAD 83(1986) POSITION- 47 25 47.0    (N) 094 49 52.1    (W)   HD_HELD2
 DF4617* NAVD 88 ORTHO HEIGHT -   422.599 (meters)     1386.48  (feet) ADJUSTED
 DF4617  ______________________________________________________________________
 DF4617  GEOID HEIGHT    -        -28.124 (meters)                     GEOID18
 DF4617  DYNAMIC HEIGHT  -        422.637 (meters)     1386.60  (feet) COMP
 DF4617  MODELED GRAVITY -    980,690.8   (mgal)                       NAVD 88
 DF4617
 DF4617  VERT ORDER      -  SECOND    CLASS I
 DF4617
 DF4617.The horizontal coordinates were established by autonomous hand held GPS
 DF4617.observations and have an estimated accuracy of +/- 10 meters.
 DF4617
 DF4617.The orthometric height was determined by differential leveling and
 DF4617.adjusted by the NATIONAL GEODETIC SURVEY
 DF4617.in August 2019.
 DF4617
 DF4617.Significant digits in the geoid height do not necessarily reflect accuracy.
 DF4617.GEOID18 height accuracy estimate available here.
 DF4617
 DF4617.Click photographs - Photos may exist for this station.
 DF4617
 DF4617.The dynamic height is computed by dividing the NAVD 88
 DF4617.geopotential number by the normal gravity value computed on the
 DF4617.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DF4617.degrees latitude (g = 980.6199 gals.).
 DF4617
 DF4617.The modeled gravity was interpolated from observed gravity values.
 DF4617
 DF4617;                    North         East    Units  Estimated Accuracy
 DF4617;SPC MN N     -   204,823.      669,416.      MT  (+/- 10 meters HH2 GPS)
 DF4617
 DF4617_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUN6190854544(NAD 83)
 DF4617
 DF4617                          SUPERSEDED SURVEY CONTROL
 DF4617
 DF4617  NAVD 88 (08/10/04)  422.601  (m)         1386.48   (f) SUPERSEDED  2 1
 DF4617
 DF4617.Superseded values are not recommended for survey control.
 DF4617
 DF4617.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF4617.See file dsdata.pdf to determine how the superseded data were derived.
 DF4617
 DF4617_MARKER: DV = VERTICAL CONTROL DISK
 DF4617_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DF4617_SP_SET: BRIDGE RAILING
 DF4617_STAMPING: 0406 AQ 2001
 DF4617_MARK LOGO: MNHD
 DF4617_MAGNETIC: N = NO MAGNETIC MATERIAL
 DF4617_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DF4617_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DF4617+SATELLITE: SATELLITE OBSERVATIONS - June 14, 2023
 DF4617
 DF4617  HISTORY     - Date     Condition        Report By
 DF4617  HISTORY     - 19790401 MONUMENTED       MNHD
 DF4617  HISTORY     - 20010815 GOOD             MNDT
 DF4617  HISTORY     - 20070404 GOOD             MNDT
 DF4617  HISTORY     - 20230614 GOOD             MNDT
 DF4617
 DF4617                          STATION DESCRIPTION
 DF4617
 DF4617'DESCRIBED BY MN DEPT OF TRANSP 2001 (WAS)
 DF4617'THE MARK WAS RECOVERED IN GOOD CONDITION.  IT IS 1.5 MI (2.4 KM)
 DF4617'SOUTHEAST OF BEMIDJI, 1.55 MI (2.49 KM) EAST ALONG TH 2 FROM JCT OF TH
 DF4617'2 AND TH 71 IN SE PART OF BEMIDJI, AT TH 2 MP 118.45, IN RAIL AT
 DF4617'SOUTHEAST CORNER OF EB TH 2 BRIDGE NO 04018 OVER CO RD 50 AND RR
 DF4617'TRACKS, 24 FT (7.3 M) SOUTH OF EB TH 2, 16.0 FT (4.9 M) WEST OF
 DF4617'SOUTHEAST CORNER OF BRIDGE.  DISK SET IN BRIDGE WHEN BUILT IN 1979
 DF4617'THEN STAMPED IN 2001.
 DF4617
 DF4617                          STATION RECOVERY (2007)
 DF4617
 DF4617'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (DJS)
 DF4617'1.5 MI (2.4 KM) SOUTHEAST OF BEMIDJI, 1.55 MI (2.49 KM) EAST ALONG
 DF4617'TRUNK HIGHWAY 2  FROM THE JUNCTION OF TRUNK HIGHWAY 2 AND TRUNK
 DF4617'HIGHWAY 71 IN SOUTHEAST PART OF BEMIDJI, AT TRUNK HIGHWAY 2 MILE POINT
 DF4617'118.45, IN SOUTHEAST CORNER OF EASTBOUND TRUNK HIGHWAY 2 BRIDGE OVER
 DF4617'RAILROAD, 24.0 FT (7.3 M) SOUTH OF EASTBOUND TRUNK HIGHWAY 2, 16.0 FT
 DF4617'(4.9 M) WEST OF THE SOUTHEAST CORNER OF BRIDGE.
 DF4617
 DF4617                          STATION RECOVERY (2023)
 DF4617
 DF4617'RECOVERY NOTE BY MN DEPT OF TRANSP 2023 (TJD)
 DF4617'1.5 MI (2.4 KM) SOUTHEAST OF BEMIDJI, IN THE SOUTHEAST CORNER OF
 DF4617'EASTBOUND TRUNK HIGHWAY 2 BRIDGE OVER A RAILROAD, 1.55 MI (2.49 KM)
 DF4617'EAST ALONG TRUNK HIGHWAY 2 FROM THE JUNCTION OF TRUNK HIGHWAY 2 AND
 DF4617'TRUNK HIGHWAY 71 IN THE SOUTHEAST PART OF BEMIDJI, AT TRUNK HIGHWAY 2
 DF4617'MILE POINT 118.45, 24.0 FT (7.3 M) SOUTH OF EASTBOUND TRUNK HIGHWAY 2,
 DF4617'16.0 FT (4.9 M) WEST OF THE SOUTHEAST CORNER OF A BRIDGE.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DP9723 ***********************************************************************
 DP9723  DESIGNATION -  0406 AR
 DP9723  PID         -  DP9723
 DP9723  STATE/COUNTY-  MN/BELTRAMI
 DP9723  COUNTRY     -  US
 DP9723  USGS QUAD   -  SOLWAY (2019)
 DP9723
 DP9723                         *CURRENT SURVEY CONTROL
 DP9723  ______________________________________________________________________
 DP9723* NAD 83(2011) POSITION- 47 31 31.22282(N) 095 10 38.29835(W)   ADJUSTED
 DP9723* NAD 83(2011) ELLIP HT-   414.745 (meters)        (11/22/22)   ADJUSTED
 DP9723* NAD 83(2011) EPOCH   -  2010.00
 DP9723* NAVD 88 ORTHO HEIGHT -   442.610 (meters)     1452.13  (feet) ADJUSTED
 DP9723  ______________________________________________________________________
 DP9723  GEOID HEIGHT    -        -27.879 (meters)                     GEOID18
 DP9723  NAD 83(2011) X  -   -389,383.814 (meters)                     COMP
 DP9723  NAD 83(2011) Y  - -4,297,466.402 (meters)                     COMP
 DP9723  NAD 83(2011) Z  -  4,681,706.523 (meters)                     COMP
 DP9723  LAPLACE CORR    -         -3.20  (seconds)                    DEFLEC18
 DP9723  DYNAMIC HEIGHT  -        442.655 (meters)     1452.28  (feet) COMP
 DP9723  MODELED GRAVITY -    980,699.4   (mgal)                       NAVD 88
 DP9723
 DP9723  VERT ORDER      -  SECOND    CLASS I
 DP9723
 DP9723  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DP9723  Standards:
 DP9723         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DP9723            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DP9723  -------------------------------------------------------------------
 DP9723  NETWORK    0.84   1.35           0.39   0.28   0.69     -0.10998776
 DP9723  -------------------------------------------------------------------
 DP9723  Click here for local accuracies and other accuracy information.
 DP9723
 DP9723.The horizontal coordinates were established by GPS observations
 DP9723.and adjusted by the MN DEPT OF TRANSP in November 2022.
 DP9723
 DP9723.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DP9723.been affixed to the stable North American tectonic plate. See 
 DP9723.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DP9723
 DP9723.The horizontal coordinates are valid at the epoch date displayed above
 DP9723.which is a decimal equivalence of Year/Month/Day.
 DP9723
 DP9723.The orthometric height was determined by differential leveling and
 DP9723.adjusted by the NATIONAL GEODETIC SURVEY
 DP9723.in August 2019.
 DP9723
 DP9723.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP9723.GEOID18 height accuracy estimate available here.
 DP9723
 DP9723.Click photographs - Photos may exist for this station.
 DP9723
 DP9723.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DP9723
 DP9723.The Laplace correction was computed from DEFLEC18 derived deflections.
 DP9723
 DP9723.The ellipsoidal height was determined by GPS observations
 DP9723.and is referenced to NAD 83.
 DP9723
 DP9723.The dynamic height is computed by dividing the NAVD 88
 DP9723.geopotential number by the normal gravity value computed on the
 DP9723.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP9723.degrees latitude (g = 980.6199 gals.).
 DP9723
 DP9723.The modeled gravity was interpolated from observed gravity values.
 DP9723
 DP9723. The following values were computed from the NAD 83(2011) position.
 DP9723
 DP9723;                    North         East     Units Scale Factor Converg.
 DP9723;SPC MN N     -   216,091.892   643,595.498   MT  0.99991739   -1 32 23.1
 DP9723;SPC MN N     -   708,961.48  2,111,529.56   sFT  0.99991739   -1 32 23.1
 DP9723;UTM  15      - 5,265,843.350   336,102.029   MT  0.99993012   -1 36 22.6
 DP9723
 DP9723!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DP9723!SPC MN N     -   0.99993500  x   0.99991739  =   0.99985239
 DP9723!UTM  15      -   0.99993500  x   0.99993012  =   0.99986512
 DP9723
 DP9723_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUN3610265843(NAD 83)
 DP9723
 DP9723                          SUPERSEDED SURVEY CONTROL
 DP9723
 DP9723.No superseded survey control is available for this station.
 DP9723
 DP9723_MARKER: F = FLANGE-ENCASED ROD
 DP9723_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DP9723_STAMPING: 0406 AR 2014
 DP9723_MARK LOGO: MNDT
 DP9723_PROJECTION: RECESSED 8 CENTIMETERS
 DP9723_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DP9723_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DP9723_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP9723+SATELLITE: SATELLITE OBSERVATIONS - December 01, 2022
 DP9723_ROD/PIPE-DEPTH: 4.0 meters
 DP9723
 DP9723  HISTORY     - Date     Condition        Report By
 DP9723  HISTORY     - 20140811 MONUMENTED       MNDT
 DP9723  HISTORY     - 20220823 GOOD             MNDT
 DP9723  HISTORY     - 20221201 GOOD             MNDT
 DP9723
 DP9723                          STATION DESCRIPTION
 DP9723
 DP9723'DESCRIBED BY MN DEPT OF TRANSP 2014
 DP9723'THE STATION IS LOCATED ABOUT 8.4 MI (13.5 KM) WEST OF WILTON, 3.8 MI
 DP9723'(6.1 KM) EAST OF SHEVLIN AND 2.3 MI (3.7 KM) WEST OF SOLWAY.
 DP9723'
 DP9723'TO REACH THE MARK GO 2.25 MI (3.6 KM) WEST ALONG TRUNK HIGHWAY 2 FROM
 DP9723'THE JUNCTION OF TRUNK HIGHWAY 2 AND COUNTY ROAD 5 IN SOLWAY, AT TRUNK
 DP9723'HIGHWAY 2 MILE POINT 99.
 DP9723'
 DP9723'THE MARK IS LOCATED 51.5 FT (15.7 M) NORTH OF WESTBOUND TRUNK HIGHWAY
 DP9723'2, 48.4 FT (14.8 M) EAST-NORTHEAST OF MILEPOST 99, 1.5 FT (0.5 M)
 DP9723'SOUTH OF A WITNESS POST.
 DP9723'
 DP9723'NOTE - THE STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM
 DP9723'ROD DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION REMOVABLE
 DP9723'DISK SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH
 DP9723'PVC PIPE BACK FILLED WITH WASHED SAND.
 DP9723
 DP9723                          STATION RECOVERY (2022)
 DP9723
 DP9723'RECOVERY NOTE BY MN DEPT OF TRANSP 2022 (RXJ)
 DP9723'RECOVERED AS DESCRIBED.
 DP9723
 DP9723                          STATION RECOVERY (2022)
 DP9723
 DP9723'RECOVERY NOTE BY MN DEPT OF TRANSP 2022 (TJD)
 DP9723'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DP9721 ***********************************************************************
 DP9721  DESIGNATION -  0406 AS
 DP9721  PID         -  DP9721
 DP9721  STATE/COUNTY-  MN/BELTRAMI
 DP9721  COUNTRY     -  US
 DP9721  USGS QUAD   -  SOLWAY (2019)
 DP9721
 DP9721                         *CURRENT SURVEY CONTROL
 DP9721  ______________________________________________________________________
 DP9721* NAD 83(2011) POSITION- 47 31 09.28240(N) 095 07 53.51841(W)   ADJUSTED
 DP9721* NAD 83(2011) ELLIP HT-   414.657 (meters)        (11/22/22)   ADJUSTED
 DP9721* NAD 83(2011) EPOCH   -  2010.00
 DP9721* NAVD 88 ORTHO HEIGHT -   442.582 (meters)     1452.04  (feet) ADJUSTED
 DP9721  ______________________________________________________________________
 DP9721  GEOID HEIGHT    -        -27.927 (meters)                     GEOID18
 DP9721  NAD 83(2011) X  -   -385,995.246 (meters)                     COMP
 DP9721  NAD 83(2011) Y  - -4,298,273.827 (meters)                     COMP
 DP9721  NAD 83(2011) Z  -  4,681,248.843 (meters)                     COMP
 DP9721  LAPLACE CORR    -         -2.98  (seconds)                    DEFLEC18
 DP9721  DYNAMIC HEIGHT  -        442.626 (meters)     1452.18  (feet) COMP
 DP9721  MODELED GRAVITY -    980,699.4   (mgal)                       NAVD 88
 DP9721
 DP9721  VERT ORDER      -  SECOND    CLASS I
 DP9721
 DP9721  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DP9721  Standards:
 DP9721         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DP9721            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DP9721  -------------------------------------------------------------------
 DP9721  NETWORK    0.84   1.39           0.38   0.29   0.71     -0.16118588
 DP9721  -------------------------------------------------------------------
 DP9721  Click here for local accuracies and other accuracy information.
 DP9721
 DP9721.The horizontal coordinates were established by GPS observations
 DP9721.and adjusted by the MN DEPT OF TRANSP in November 2022.
 DP9721
 DP9721.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DP9721.been affixed to the stable North American tectonic plate. See 
 DP9721.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DP9721
 DP9721.The horizontal coordinates are valid at the epoch date displayed above
 DP9721.which is a decimal equivalence of Year/Month/Day.
 DP9721
 DP9721.The orthometric height was determined by differential leveling and
 DP9721.adjusted by the NATIONAL GEODETIC SURVEY
 DP9721.in August 2019.
 DP9721
 DP9721.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP9721.GEOID18 height accuracy estimate available here.
 DP9721
 DP9721.Click photographs - Photos may exist for this station.
 DP9721
 DP9721.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DP9721
 DP9721.The Laplace correction was computed from DEFLEC18 derived deflections.
 DP9721
 DP9721.The ellipsoidal height was determined by GPS observations
 DP9721.and is referenced to NAD 83.
 DP9721
 DP9721.The dynamic height is computed by dividing the NAVD 88
 DP9721.geopotential number by the normal gravity value computed on the
 DP9721.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP9721.degrees latitude (g = 980.6199 gals.).
 DP9721
 DP9721.The modeled gravity was interpolated from observed gravity values.
 DP9721
 DP9721. The following values were computed from the NAD 83(2011) position.
 DP9721
 DP9721;                    North         East     Units Scale Factor Converg.
 DP9721;SPC MN N     -   215,322.988   647,023.172   MT  0.99991796   -1 30 20.9
 DP9721;SPC MN N     -   706,438.84  2,122,775.19   sFT  0.99991796   -1 30 20.9
 DP9721;UTM  15      - 5,265,070.462   339,528.828   MT  0.99991646   -1 34 20.5
 DP9721
 DP9721!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DP9721!SPC MN N     -   0.99993501  x   0.99991796  =   0.99985298
 DP9721!UTM  15      -   0.99993501  x   0.99991646  =   0.99985148
 DP9721
 DP9721_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUN3952865070(NAD 83)
 DP9721
 DP9721                          SUPERSEDED SURVEY CONTROL
 DP9721
 DP9721.No superseded survey control is available for this station.
 DP9721
 DP9721_MARKER: F = FLANGE-ENCASED ROD
 DP9721_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DP9721_STAMPING: 0406 AS 2014
 DP9721_MARK LOGO: MNDT
 DP9721_PROJECTION: RECESSED 5 CENTIMETERS
 DP9721_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DP9721_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DP9721_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP9721+SATELLITE: SATELLITE OBSERVATIONS - August 17, 2022
 DP9721_ROD/PIPE-DEPTH: 5.5 meters
 DP9721
 DP9721  HISTORY     - Date     Condition        Report By
 DP9721  HISTORY     - 20140811 MONUMENTED       MNDT
 DP9721  HISTORY     - 20211025 GOOD             MNDT
 DP9721  HISTORY     - 20220817 GOOD             MNDT
 DP9721
 DP9721                          STATION DESCRIPTION
 DP9721
 DP9721'DESCRIBED BY MN DEPT OF TRANSP 2014
 DP9721'THE STATION IS LOCATED ABOUT 6.2 MI (10.0 KM) WEST OF WILTON, 6.0 MI
 DP9721'(9.7 KM) EAST OF SHEVLIN AND IN THE TOWN OF SOLWAY, MN.
 DP9721'
 DP9721'TO REACH THE MARK GO 0.1 MI (0.2 KM) WEST ALONG TRUNK HIGHWAY 2 FROM
 DP9721'THE JUNCTION OF TRUNK HIGHWAY 2 AND COUNTY ROAD 5 IN SOLWAY, AT TRUNK
 DP9721'HIGHWAY 2 MILE POINT 101.2.
 DP9721'
 DP9721'THE MARK IS LOCATED 35.2 FT (10.7 M) NORTH OF WESTBOUND TRUNK HIGHWAY
 DP9721'2, 173.2 FT (52.8 M) WEST OF SOLWAY AVENUE NORTHWEST, 4.5 FT (1.4 M)
 DP9721'SOUTH OF CHAIN LINK FENCE, 4.2 FT (1.3 M) SOUTH OF A WITNESS POST.
 DP9721'
 DP9721'NOTE - THE STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM
 DP9721'ROD DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION REMOVABLE
 DP9721'DISK SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH
 DP9721'PVC PIPE BACK FILLED WITH WASHED SAND.
 DP9721
 DP9721                          STATION RECOVERY (2021)
 DP9721
 DP9721'RECOVERY NOTE BY MN DEPT OF TRANSP 2021 (KMS)
 DP9721'RECOVERED IN GOOD CONDITION.
 DP9721
 DP9721                          STATION RECOVERY (2022)
 DP9721
 DP9721'RECOVERY NOTE BY MN DEPT OF TRANSP 2022 (AXH)
 DP9721'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DP9720 ***********************************************************************
 DP9720  DESIGNATION -  0406 AT
 DP9720  PID         -  DP9720
 DP9720  STATE/COUNTY-  MN/BELTRAMI
 DP9720  COUNTRY     -  US
 DP9720  USGS QUAD   -  WILTON (2019)
 DP9720
 DP9720                         *CURRENT SURVEY CONTROL
 DP9720  ______________________________________________________________________
 DP9720* NAD 83(2011) POSITION- 47 31 09.48397(N) 095 07 00.39318(W)   ADJUSTED
 DP9720* NAD 83(2011) ELLIP HT-   410.747 (meters)        (11/22/22)   ADJUSTED
 DP9720* NAD 83(2011) EPOCH   -  2010.00
 DP9720* NAVD 88 ORTHO HEIGHT -   438.678 (meters)     1439.23  (feet) ADJUSTED
 DP9720  ______________________________________________________________________
 DP9720  GEOID HEIGHT    -        -27.942 (meters)                     GEOID18
 DP9720  NAD 83(2011) X  -   -384,887.531 (meters)                     COMP
 DP9720  NAD 83(2011) Y  - -4,298,365.897 (meters)                     COMP
 DP9720  NAD 83(2011) Z  -  4,681,250.164 (meters)                     COMP
 DP9720  LAPLACE CORR    -         -2.96  (seconds)                    DEFLEC18
 DP9720  DYNAMIC HEIGHT  -        438.722 (meters)     1439.37  (feet) COMP
 DP9720  MODELED GRAVITY -    980,699.8   (mgal)                       NAVD 88
 DP9720
 DP9720  VERT ORDER      -  SECOND    CLASS I
 DP9720
 DP9720  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DP9720  Standards:
 DP9720         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DP9720            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DP9720  -------------------------------------------------------------------
 DP9720  NETWORK    0.83   1.37           0.38   0.28   0.70     -0.14931192
 DP9720  -------------------------------------------------------------------
 DP9720  Click here for local accuracies and other accuracy information.
 DP9720
 DP9720.The horizontal coordinates were established by GPS observations
 DP9720.and adjusted by the MN DEPT OF TRANSP in November 2022.
 DP9720
 DP9720.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DP9720.been affixed to the stable North American tectonic plate. See 
 DP9720.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DP9720
 DP9720.The horizontal coordinates are valid at the epoch date displayed above
 DP9720.which is a decimal equivalence of Year/Month/Day.
 DP9720
 DP9720.The orthometric height was determined by differential leveling and
 DP9720.adjusted by the NATIONAL GEODETIC SURVEY
 DP9720.in August 2019.
 DP9720
 DP9720.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP9720.GEOID18 height accuracy estimate available here.
 DP9720
 DP9720.Click photographs - Photos may exist for this station.
 DP9720
 DP9720.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DP9720
 DP9720.The Laplace correction was computed from DEFLEC18 derived deflections.
 DP9720
 DP9720.The ellipsoidal height was determined by GPS observations
 DP9720.and is referenced to NAD 83.
 DP9720
 DP9720.The dynamic height is computed by dividing the NAVD 88
 DP9720.geopotential number by the normal gravity value computed on the
 DP9720.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP9720.degrees latitude (g = 980.6199 gals.).
 DP9720
 DP9720.The modeled gravity was interpolated from observed gravity values.
 DP9720
 DP9720. The following values were computed from the NAD 83(2011) position.
 DP9720
 DP9720;                    North         East     Units Scale Factor Converg.
 DP9720;SPC MN N     -   215,300.112   648,134.302   MT  0.99991796   -1 29 41.5
 DP9720;SPC MN N     -   706,363.78  2,126,420.62   sFT  0.99991796   -1 29 41.5
 DP9720;UTM  15      - 5,265,046.295   340,639.926   MT  0.99991209   -1 33 41.3
 DP9720
 DP9720!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DP9720!SPC MN N     -   0.99993562  x   0.99991796  =   0.99985359
 DP9720!UTM  15      -   0.99993562  x   0.99991209  =   0.99984772
 DP9720
 DP9720_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUN4063965046(NAD 83)
 DP9720
 DP9720                          SUPERSEDED SURVEY CONTROL
 DP9720
 DP9720.No superseded survey control is available for this station.
 DP9720
 DP9720_MARKER: F = FLANGE-ENCASED ROD
 DP9720_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DP9720_STAMPING: 0406 AT 2014
 DP9720_MARK LOGO: MNDT
 DP9720_PROJECTION: RECESSED 5 CENTIMETERS
 DP9720_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DP9720_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DP9720_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP9720+SATELLITE: SATELLITE OBSERVATIONS - August 17, 2022
 DP9720_ROD/PIPE-DEPTH: 5.5 meters
 DP9720
 DP9720  HISTORY     - Date     Condition        Report By
 DP9720  HISTORY     - 20140811 MONUMENTED       MNDT
 DP9720  HISTORY     - 20220817 GOOD             MNDT
 DP9720
 DP9720                          STATION DESCRIPTION
 DP9720
 DP9720'DESCRIBED BY MN DEPT OF TRANSP 2014
 DP9720'THE STATION IS LOCATED ABOUT 6.7 MI (10.8 KM) EAST OF SHEVLIN, 5.5 MI
 DP9720'(8.8 KM) WEST-NORTHWEST OF WILTON AND IN THE TOWN OF SOLWAY, MN.
 DP9720'
 DP9720'TO REACH THE MARK GO 0.6 MI (1.0 KM) EAST ALONG TRUNK HIGHWAY 2 FROM
 DP9720'THE JUNCTION OF TRUNK HIGHWAY 2 AND COUNTY ROAD 5 IN SOLWAY, AT TRUNK
 DP9720'HIGHWAY 2 MILE POINT 101.85.
 DP9720'
 DP9720'THE MARK IS LOCATED 97.5 FT (29.7 M) NORTH OF WESTBOUND TRUNK HIGHWAY
 DP9720'2, 2.4 FT (0.7 M) OF SOUTH OF RIGHT-OF-WAY POST, 50.8 FT (15.5 M)
 DP9720'WEST-SOUTHWEST OF POWER POLE, 1.5 FT (0.5 M) SOUTH OF A WITNESS POST.
 DP9720'
 DP9720'NOTE - THE STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM
 DP9720'ROD DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION REMOVABLE
 DP9720'DISK SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH
 DP9720'PVC PIPE BACK FILLED WITH WASHED SAND.
 DP9720
 DP9720                          STATION RECOVERY (2022)
 DP9720
 DP9720'RECOVERY NOTE BY MN DEPT OF TRANSP 2022 (AXH)
 DP9720'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DP9717 ***********************************************************************
 DP9717  DESIGNATION -  0406 AU
 DP9717  PID         -  DP9717
 DP9717  STATE/COUNTY-  MN/BELTRAMI
 DP9717  COUNTRY     -  US
 DP9717  USGS QUAD   -  WILTON (2019)
 DP9717
 DP9717                         *CURRENT SURVEY CONTROL
 DP9717  ______________________________________________________________________
 DP9717* NAD 83(1986) POSITION- 47 30 49.41   (N) 095 02 46.64   (W)   HD_HELD1
 DP9717* NAVD 88 ORTHO HEIGHT -   421.789 (meters)     1383.82  (feet) ADJUSTED
 DP9717  ______________________________________________________________________
 DP9717  GEOID HEIGHT    -        -28.005 (meters)                     GEOID18
 DP9717  DYNAMIC HEIGHT  -        421.832 (meters)     1383.96  (feet) COMP
 DP9717  MODELED GRAVITY -    980,700.7   (mgal)                       NAVD 88
 DP9717
 DP9717  VERT ORDER      -  SECOND    CLASS I
 DP9717
 DP9717.The horizontal coordinates were determined by differentially corrected
 DP9717.hand held GPS observations or other comparable positioning techniques
 DP9717.and have an estimated accuracy of +/- 3 meters.
 DP9717
 DP9717.The orthometric height was determined by differential leveling and
 DP9717.adjusted by the NATIONAL GEODETIC SURVEY
 DP9717.in August 2019.
 DP9717
 DP9717.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP9717.GEOID18 height accuracy estimate available here.
 DP9717
 DP9717.Click photographs - Photos may exist for this station.
 DP9717
 DP9717.The dynamic height is computed by dividing the NAVD 88
 DP9717.geopotential number by the normal gravity value computed on the
 DP9717.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP9717.degrees latitude (g = 980.6199 gals.).
 DP9717
 DP9717.The modeled gravity was interpolated from observed gravity values.
 DP9717
 DP9717;                    North         East    Units  Estimated Accuracy
 DP9717;SPC MN N     -   214,544.3     653,425.3     MT  (+/- 3 meters HH1 GPS) 
 DP9717
 DP9717_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUN4592964284(NAD 83)
 DP9717
 DP9717                          SUPERSEDED SURVEY CONTROL
 DP9717
 DP9717.No superseded survey control is available for this station.
 DP9717
 DP9717_MARKER: F = FLANGE-ENCASED ROD
 DP9717_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DP9717_STAMPING: 0406 AU 2014
 DP9717_MARK LOGO: MNDT
 DP9717_PROJECTION: RECESSED 5 CENTIMETERS
 DP9717_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DP9717_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DP9717_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DP9717+SATELLITE: SATELLITE OBSERVATIONS - August 11, 2014
 DP9717_ROD/PIPE-DEPTH: 14.9 meters
 DP9717
 DP9717  HISTORY     - Date     Condition        Report By
 DP9717  HISTORY     - 20140811 MONUMENTED       MNDT
 DP9717
 DP9717                          STATION DESCRIPTION
 DP9717
 DP9717'DESCRIBED BY MN DEPT OF TRANSP 2014
 DP9717'THE STATION IS LOCATED ABOUT 8.3 MI (13.4 KM) WEST-NORTHWEST OF
 DP9717'BEMIDJI, 3.9 MI (6.3 KM) EAST OF SOLWAY AND 2.2 MI (3.5 KM)
 DP9717'WEST-NORTHWEST OF WILTON.
 DP9717'
 DP9717'TO REACH THE MARK GO 2.05 MI (3.3 KM) WEST ALONG TRUNK HIGHWAY 2  FROM
 DP9717'THE JUNCTION OF TRUNK HIGHWAY 2 AND COUNTY ROAD 14 IN WILTON, AT TRUNK
 DP9717'HIGHWAY 2 MILE POINT 105.25.
 DP9717'
 DP9717'THE MARK IS LOCATED 45.7 FT (13.9 M) NORTH OF WESTBOUND TRUNK HIGHWAY
 DP9717'2, 1.5 FT (0.5 M) SOUTH OF A WITNESS POST.
 DP9717'
 DP9717'NOTE - THE STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM
 DP9717'ROD DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION REMOVABLE
 DP9717'DISK SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH
 DP9717'PVC PIPE BACK FILLED WITH WASHED SAND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DP9712 ***********************************************************************
 DP9712  DESIGNATION -  0406 AV
 DP9712  PID         -  DP9712
 DP9712  STATE/COUNTY-  MN/BELTRAMI
 DP9712  COUNTRY     -  US
 DP9712  USGS QUAD   -  PETERSON LAKE (2019)
 DP9712
 DP9712                         *CURRENT SURVEY CONTROL
 DP9712  ______________________________________________________________________
 DP9712* NAD 83(2011) POSITION- 47 30 48.08502(N) 094 59 49.93355(W)   ADJUSTED
 DP9712* NAD 83(2011) ELLIP HT-   396.926 (meters)        (11/22/22)   ADJUSTED
 DP9712* NAD 83(2011) EPOCH   -  2010.00
 DP9712* NAVD 88 ORTHO HEIGHT -   424.961 (meters)     1394.23  (feet) ADJUSTED
 DP9712  ______________________________________________________________________
 DP9712  GEOID HEIGHT    -        -28.042 (meters)                     GEOID18
 DP9712  NAD 83(2011) X  -   -375,957.967 (meters)                     COMP
 DP9712  NAD 83(2011) Y  - -4,299,636.024 (meters)                     COMP
 DP9712  NAD 83(2011) Z  -  4,680,793.601 (meters)                     COMP
 DP9712  LAPLACE CORR    -         -2.36  (seconds)                    DEFLEC18
 DP9712  DYNAMIC HEIGHT  -        425.004 (meters)     1394.37  (feet) COMP
 DP9712  MODELED GRAVITY -    980,700.6   (mgal)                       NAVD 88
 DP9712
 DP9712  VERT ORDER      -  SECOND    CLASS I
 DP9712
 DP9712  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DP9712  Standards:
 DP9712         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DP9712            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DP9712  -------------------------------------------------------------------
 DP9712  NETWORK    0.80   1.31           0.37   0.26   0.67     -0.10345065
 DP9712  -------------------------------------------------------------------
 DP9712  Click here for local accuracies and other accuracy information.
 DP9712
 DP9712.The horizontal coordinates were established by GPS observations
 DP9712.and adjusted by the MN DEPT OF TRANSP in November 2022.
 DP9712
 DP9712.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DP9712.been affixed to the stable North American tectonic plate. See 
 DP9712.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DP9712
 DP9712.The horizontal coordinates are valid at the epoch date displayed above
 DP9712.which is a decimal equivalence of Year/Month/Day.
 DP9712
 DP9712.The orthometric height was determined by differential leveling and
 DP9712.adjusted by the NATIONAL GEODETIC SURVEY
 DP9712.in August 2019.
 DP9712
 DP9712.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP9712.GEOID18 height accuracy estimate available here.
 DP9712
 DP9712.Click photographs - Photos may exist for this station.
 DP9712
 DP9712.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DP9712
 DP9712.The Laplace correction was computed from DEFLEC18 derived deflections.
 DP9712
 DP9712.The ellipsoidal height was determined by GPS observations
 DP9712.and is referenced to NAD 83.
 DP9712
 DP9712.The dynamic height is computed by dividing the NAVD 88
 DP9712.geopotential number by the normal gravity value computed on the
 DP9712.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP9712.degrees latitude (g = 980.6199 gals.).
 DP9712
 DP9712.The modeled gravity was interpolated from observed gravity values.
 DP9712
 DP9712. The following values were computed from the NAD 83(2011) position.
 DP9712
 DP9712;                    North         East     Units Scale Factor Converg.
 DP9712;SPC MN N     -   214,411.535   657,120.147   MT  0.99991853   -1 24 22.5
 DP9712;SPC MN N     -   703,448.51  2,155,901.68   sFT  0.99991853   -1 24 22.5
 DP9712;UTM  15      - 5,264,147.277   349,624.520   MT  0.99987789   -1 28 23.1
 DP9712
 DP9712!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DP9712!SPC MN N     -   0.99993779  x   0.99991853  =   0.99985632
 DP9712!UTM  15      -   0.99993779  x   0.99987789  =   0.99981569
 DP9712
 DP9712_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUN4962464147(NAD 83)
 DP9712
 DP9712                          SUPERSEDED SURVEY CONTROL
 DP9712
 DP9712.No superseded survey control is available for this station.
 DP9712
 DP9712_MARKER: F = FLANGE-ENCASED ROD
 DP9712_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DP9712_STAMPING: 0406 AV 2014
 DP9712_MARK LOGO: MNDT
 DP9712_PROJECTION: RECESSED 5 CENTIMETERS
 DP9712_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DP9712_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DP9712_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP9712+SATELLITE: SATELLITE OBSERVATIONS - August 17, 2022
 DP9712_ROD/PIPE-DEPTH: 8.8 meters
 DP9712
 DP9712  HISTORY     - Date     Condition        Report By
 DP9712  HISTORY     - 20140814 MONUMENTED       MNDT
 DP9712  HISTORY     - 20220817 GOOD             MNDT
 DP9712
 DP9712                          STATION DESCRIPTION
 DP9712
 DP9712'DESCRIBED BY MN DEPT OF TRANSP 2014
 DP9712'THE STATION IS LOCATED ABOUT 6.2 MI (10.0 KM) EAST OF SOLWAY, 6.1 MI
 DP9712'(9.8 KM) WEST-NORTHWEST OF BEMIDJI AND 0.7 MI (1.1 KM) NORTH-NORTHEAST
 DP9712'OF WILTON.
 DP9712'
 DP9712'TO REACH THE MARK GO 0.25 MI (0.4 KM) EAST ALONG TRUNK HIGHWAY 2 FROM
 DP9712'THE JUNCTION OF TRUNK HIGHWAY 2 AND COUNTY ROAD 14 IN WILTON, AT TRUNK
 DP9712'HIGHWAY 2 MILE POINT 107.55.
 DP9712'
 DP9712'THE MARK IS LOCATED 90.7FEET SOUTH OF TRUNK HIGHWAY 2, 31.2 FT (9.5 M)
 DP9712'WEST OF SPIRIT AVENUE NORTHWEST, 1.5 FT (0.5 M) EAST OF A WITNESS
 DP9712'POST.
 DP9712'
 DP9712'NOTE - THE STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM
 DP9712'ROD DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION REMOVABLE
 DP9712'DISK SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH
 DP9712'PVC PIPE BACK FILLED WITH WASHED SAND.
 DP9712
 DP9712                          STATION RECOVERY (2022)
 DP9712
 DP9712'RECOVERY NOTE BY MN DEPT OF TRANSP 2022 (TXD)
 DP9712'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DP9710 ***********************************************************************
 DP9710  DESIGNATION -  0406 AW
 DP9710  PID         -  DP9710
 DP9710  STATE/COUNTY-  MN/BELTRAMI
 DP9710  COUNTRY     -  US
 DP9710  USGS QUAD   -  PETERSON LAKE (2019)
 DP9710
 DP9710                         *CURRENT SURVEY CONTROL
 DP9710  ______________________________________________________________________
 DP9710* NAD 83(2011) POSITION- 47 30 05.95865(N) 094 56 06.96444(W)   ADJUSTED
 DP9710* NAD 83(2011) ELLIP HT-   391.803 (meters)        (01/09/18)   ADJUSTED
 DP9710* NAD 83(2011) EPOCH   -  2010.00
 DP9710* NAVD 88 ORTHO HEIGHT -   419.886 (meters)     1377.58  (feet) ADJUSTED
 DP9710  ______________________________________________________________________
 DP9710  GEOID HEIGHT    -        -28.090 (meters)                     GEOID18
 DP9710  NAD 83(2011) X  -   -371,392.145 (meters)                     COMP
 DP9710  NAD 83(2011) Y  - -4,300,992.293 (meters)                     COMP
 DP9710  NAD 83(2011) Z  -  4,679,910.944 (meters)                     COMP
 DP9710  LAPLACE CORR    -         -2.27  (seconds)                    DEFLEC18
 DP9710  DYNAMIC HEIGHT  -        419.928 (meters)     1377.71  (feet) COMP
 DP9710  MODELED GRAVITY -    980,698.7   (mgal)                       NAVD 88
 DP9710
 DP9710  VERT ORDER      -  SECOND    CLASS I
 DP9710
 DP9710  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DP9710  Standards:
 DP9710         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DP9710            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DP9710  -------------------------------------------------------------------
 DP9710  NETWORK    0.49   0.90           0.23   0.16   0.46     -0.02304907
 DP9710  -------------------------------------------------------------------
 DP9710  Click here for local accuracies and other accuracy information.
 DP9710
 DP9710.The horizontal coordinates were established by GPS observations
 DP9710.and adjusted by the MN DEPT OF TRANSP in January 2018.
 DP9710
 DP9710.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DP9710.been affixed to the stable North American tectonic plate. See 
 DP9710.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DP9710
 DP9710.The horizontal coordinates are valid at the epoch date displayed above
 DP9710.which is a decimal equivalence of Year/Month/Day.
 DP9710
 DP9710.The orthometric height was determined by differential leveling and
 DP9710.adjusted by the NATIONAL GEODETIC SURVEY
 DP9710.in August 2019.
 DP9710
 DP9710.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP9710.GEOID18 height accuracy estimate available here.
 DP9710
 DP9710.Click photographs - Photos may exist for this station.
 DP9710
 DP9710.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DP9710
 DP9710.The Laplace correction was computed from DEFLEC18 derived deflections.
 DP9710
 DP9710.The ellipsoidal height was determined by GPS observations
 DP9710.and is referenced to NAD 83.
 DP9710
 DP9710.The dynamic height is computed by dividing the NAVD 88
 DP9710.geopotential number by the normal gravity value computed on the
 DP9710.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP9710.degrees latitude (g = 980.6199 gals.).
 DP9710
 DP9710.The modeled gravity was interpolated from observed gravity values.
 DP9710
 DP9710. The following values were computed from the NAD 83(2011) position.
 DP9710
 DP9710;                    North         East     Units Scale Factor Converg.
 DP9710;SPC MN N     -   212,998.382   661,752.809   MT  0.99991969   -1 21 37.2
 DP9710;SPC MN N     -   698,812.19  2,171,100.67   sFT  0.99991969   -1 21 37.2
 DP9710;UTM  15      - 5,262,728.794   354,255.301   MT  0.99986104   -1 25 37.6
 DP9710
 DP9710!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DP9710!SPC MN N     -   0.99993859  x   0.99991969  =   0.99985829
 DP9710!UTM  15      -   0.99993859  x   0.99986104  =   0.99979964
 DP9710
 DP9710_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUN5425562728(NAD 83)
 DP9710
 DP9710                          SUPERSEDED SURVEY CONTROL
 DP9710
 DP9710.No superseded survey control is available for this station.
 DP9710
 DP9710_MARKER: I = METAL ROD
 DP9710_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DP9710_STAMPING: 0406 AW 2014
 DP9710_MARK LOGO: MNDT
 DP9710_PROJECTION: RECESSED 5 CENTIMETERS
 DP9710_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DP9710_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DP9710_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP9710+SATELLITE: SATELLITE OBSERVATIONS - August 23, 2022
 DP9710_ROD/PIPE-DEPTH: 25.6 meters
 DP9710
 DP9710  HISTORY     - Date     Condition        Report By
 DP9710  HISTORY     - 20140812 MONUMENTED       MNDT
 DP9710  HISTORY     - 20151001 GOOD             MNDT
 DP9710  HISTORY     - 20160427 GOOD             MNDT
 DP9710  HISTORY     - 20180814 GOOD             MNDT
 DP9710  HISTORY     - 20220823 GOOD             MNDT
 DP9710
 DP9710                          STATION DESCRIPTION
 DP9710
 DP9710'DESCRIBED BY MN DEPT OF TRANSP 2014
 DP9710'THE STATION IS LOCATED ABOUT 9.2 MI (14.8 KM) EAST OF SOLWAY, 3.2 MI
 DP9710'(5.1 KM) NORTHWEST OF BEMIDJI AND 3.1 MI (5.0 KM) EAST OF WILTON.
 DP9710'
 DP9710'TO REACH THE MARK GO 1.05 MI (1.7 KM) NORTHWEST ALONG TRUNK HIGHWAY 2
 DP9710'FROM THE JUNCTION OF TRUNK HIGHWAY 2 AND TRUNK HIGHWAY 71 NORTH IN
 DP9710'BEMIDJI, AT TRUNK HIGHWAY 2 MILE POINT 110.65.
 DP9710'
 DP9710'THE MARK IS LOCATED 61.0 FT (18.6 M) SOUTH-SOUTHWEST OF EASTBOUND
 DP9710'TRUNK HIGHWAY 2 FOG LINE, 112.3 FT (34.2 M) EAST-SOUTH EAST OF ADAMS
 DP9710'AVENUE NORTHWEST, 2.8 FT (0.9 M) NORTH-NORTHEAST OF A FENCE, 2.0 FT
 DP9710'(0.6 M) NORTH-NORTHEAST OF A WITNESS POST.
 DP9710'
 DP9710'NOTE - THE STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM
 DP9710'ROD DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION REMOVABLE
 DP9710'DISK SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH
 DP9710'PVC PIPE BACK FILLED WITH WASHED SAND.
 DP9710
 DP9710                          STATION RECOVERY (2015)
 DP9710
 DP9710'RECOVERY NOTE BY MN DEPT OF TRANSP 2015 (MPP)
 DP9710'IN BEMIDJI, 1.05 MILES NORTHWEST ALONG TRUNK HIGHWAY 2 FROM JUNCTION
 DP9710'OF TRUNK HIGHWAY 2 AND TRUNK HIGHWAY 71 NORTH IN BEMIDJI, AT TRUNK
 DP9710'HIGHWAY 2 MILEPOINT 110.65, 61.0 FEET SOUTH-SOUTHWEST OF EASTBOUND
 DP9710'TRUNK HIGHWAY 2 FOG LINE, 112.3 FEET EAST-SOUTH EAST OF ADAMS AVENUE
 DP9710'NORTHWEST, 2.8 FEET NORTH-NORTHEAST OF FENCE, 2.0 FEET NORTH-NORTHEAST
 DP9710'OF WITNESS POST.
 DP9710
 DP9710                          STATION RECOVERY (2016)
 DP9710
 DP9710'RECOVERY NOTE BY MN DEPT OF TRANSP 2016 (BL)
 DP9710'RECOVERED AS DESCRIBED.
 DP9710'
 DP9710'NOTE-THE STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM ROD
 DP9710'DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION REMOVABLE DISK
 DP9710'SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH PVC
 DP9710'PIPE BACK FILLED WITH WASHED SAND.
 DP9710
 DP9710                          STATION RECOVERY (2018)
 DP9710
 DP9710'RECOVERY NOTE BY MN DEPT OF TRANSP 2018 (KDJ)
 DP9710'RECOVERED IN GOOD CONDITION.
 DP9710
 DP9710                          STATION RECOVERY (2022)
 DP9710
 DP9710'RECOVERY NOTE BY MN DEPT OF TRANSP 2022 (TXD)
 DP9710'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DL9737 ***********************************************************************
 DL9737  DESIGNATION -  0406 B
 DL9737  PID         -  DL9737
 DL9737  STATE/COUNTY-  MN/BELTRAMI
 DL9737  COUNTRY     -  US
 DL9737  USGS QUAD   -  BEMIDJI WEST (2019)
 DL9737
 DL9737                         *CURRENT SURVEY CONTROL
 DL9737  ______________________________________________________________________
 DL9737* NAD 83(2011) POSITION- 47 29 41.15961(N) 094 54 32.67905(W)   ADJUSTED
 DL9737* NAD 83(2011) ELLIP HT-   398.578 (meters)        (11/22/22)   ADJUSTED
 DL9737* NAD 83(2011) EPOCH   -  2010.00
 DL9737* NAVD 88 ORTHO HEIGHT -   426.679 (meters)     1399.86  (feet) ADJUSTED
 DL9737  ______________________________________________________________________
 DL9737  GEOID HEIGHT    -        -28.109 (meters)                     GEOID18
 DL9737  NAD 83(2011) X  -   -369,474.801 (meters)                     COMP
 DL9737  NAD 83(2011) Y  - -4,301,728.785 (meters)                     COMP
 DL9737  NAD 83(2011) Z  -  4,679,398.467 (meters)                     COMP
 DL9737  LAPLACE CORR    -         -2.35  (seconds)                    DEFLEC18
 DL9737  DYNAMIC HEIGHT  -        426.721 (meters)     1400.00  (feet) COMP
 DL9737  MODELED GRAVITY -    980,698.5   (mgal)                       NAVD 88
 DL9737
 DL9737  VERT ORDER      -  SECOND    CLASS I
 DL9737
 DL9737  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DL9737  Standards:
 DL9737         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DL9737            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DL9737  -------------------------------------------------------------------
 DL9737  NETWORK    0.81   1.39           0.38   0.25   0.71     -0.06345952
 DL9737  -------------------------------------------------------------------
 DL9737  Click here for local accuracies and other accuracy information.
 DL9737
 DL9737.The horizontal coordinates were established by GPS observations
 DL9737.and adjusted by the MN DEPT OF TRANSP in November 2022.
 DL9737
 DL9737.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DL9737.been affixed to the stable North American tectonic plate. See 
 DL9737.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DL9737
 DL9737.The horizontal coordinates are valid at the epoch date displayed above
 DL9737.which is a decimal equivalence of Year/Month/Day.
 DL9737
 DL9737.The orthometric height was determined by differential leveling and
 DL9737.adjusted by the NATIONAL GEODETIC SURVEY
 DL9737.in September 2010.
 DL9737
 DL9737.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL9737.GEOID18 height accuracy estimate available here.
 DL9737
 DL9737.Click photographs - Photos may exist for this station.
 DL9737
 DL9737.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DL9737
 DL9737.The Laplace correction was computed from DEFLEC18 derived deflections.
 DL9737
 DL9737.The ellipsoidal height was determined by GPS observations
 DL9737.and is referenced to NAD 83.
 DL9737
 DL9737.The dynamic height is computed by dividing the NAVD 88
 DL9737.geopotential number by the normal gravity value computed on the
 DL9737.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL9737.degrees latitude (g = 980.6199 gals.).
 DL9737
 DL9737.The modeled gravity was interpolated from observed gravity values.
 DL9737
 DL9737. The following values were computed from the NAD 83(2011) position.
 DL9737
 DL9737;                    North         East     Units Scale Factor Converg.
 DL9737;SPC MN N     -   212,186.265   663,707.396   MT  0.99992040   -1 20 27.3
 DL9737;SPC MN N     -   696,147.77  2,177,513.35   sFT  0.99992040   -1 20 27.3
 DL9737;UTM  15      - 5,261,914.452   356,208.818   MT  0.99985409   -1 24 27.5
 DL9737
 DL9737!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DL9737!SPC MN N     -   0.99993753  x   0.99992040  =   0.99985794
 DL9737!UTM  15      -   0.99993753  x   0.99985409  =   0.99979163
 DL9737
 DL9737_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUN5620861914(NAD 83)
 DL9737
 DL9737                          SUPERSEDED SURVEY CONTROL
 DL9737
 DL9737.No superseded survey control is available for this station.
 DL9737
 DL9737_MARKER: DB = BENCH MARK DISK
 DL9737_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 DL9737_STAMPING: 0406 B 1965
 DL9737_MARK LOGO: MNHD
 DL9737_PROJECTION: FLUSH
 DL9737_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DL9737_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DL9737_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL9737+SATELLITE: SATELLITE OBSERVATIONS - June 13, 2023
 DL9737
 DL9737  HISTORY     - Date     Condition        Report By
 DL9737  HISTORY     - 19650401 MONUMENTED       MNHD
 DL9737  HISTORY     - 20030922 GOOD             MNDT
 DL9737  HISTORY     - 20120816 GOOD             MNDT
 DL9737  HISTORY     - 20140714 GOOD             MNDT
 DL9737  HISTORY     - 20160427 GOOD             MNDT
 DL9737  HISTORY     - 20180814 GOOD             MNDT
 DL9737  HISTORY     - 20220822 GOOD             MNDT
 DL9737  HISTORY     - 20230613 GOOD             MNDT
 DL9737
 DL9737                          STATION DESCRIPTION
 DL9737
 DL9737'DESCRIBED BY MN DEPT OF TRANSP 2003 (DKH)
 DL9737'THE MARK WAS RECOVERED IN GOOD CONDITION.
 DL9737'
 DL9737'THE STATION IS LOCATED ABOUT 9.8 MI (15.8 KM) SOUTHWEST OF TURTLE
 DL9737'RIVER, 4.3 MI (6.9 KM) EAST OF WILTON AND 2.0 MI (3.2 KM) NORTHWEST OF
 DL9737'BEMIDJI.
 DL9737'
 DL9737'TO REACH THE MARK IN BEMIDJI NORTH OF TARGET STORE, 1.4 MI (2.3 KM)
 DL9737'WEST OF THE JUNCTION OF OLD TRUNK HIGHWAY 2 AND TRUNK HIGHWAY 71, AT
 DL9737'TRUNK HIGHWAY 197 MILE POINT 5.90, 100 FT (30.5 M) SOUTH-SOUTHWEST OF
 DL9737'OLD TRUNK HIGHWAY 2, AT TRUNK HIGHWAY 2 STATION 742+50, 17.3 FT (5.3
 DL9737'M) NORTHWEST OF POWER POLE, 1.7 FT (0.5 M) SOUTHWEST OF CABLE
 DL9737'PEDESTAL, 0.5 FT (0.2 M) NORTH OF A WITNESS POST.
 DL9737
 DL9737                          STATION RECOVERY (2012)
 DL9737
 DL9737'RECOVERY NOTE BY MN DEPT OF TRANSP 2012 (MAS)
 DL9737'THE STATION IS LOCATED ABOUT 9.8 MI (15.8 KM) SOUTHWEST OF TURTLE
 DL9737'RIVER, 4.3 MI (6.9 KM) EAST OF WILTON AND 2.0 MI (3.2 KM) NORTHWEST OF
 DL9737'BEMIDJI.
 DL9737'
 DL9737'TO REACH THE MARK GO 0.2 MI (0.3 KM) MILE EAST ALONG TRUNK HIGHWAY 197
 DL9737'FROM THE JUNCTION OF TRUNK HIGHWAY 197 AND TRUNK HIGHWAY 71 IN
 DL9737'BEMIDJI, AT TRUNK HIGHWAY 197 MILE POINT 5.90.
 DL9737'
 DL9737'THE MARK IS LOCATED 98.3 FT (30.0 M) SOUTH OF EASTBOUND TRUNK HIGHWAY
 DL9737'197, 17.3 FT (5.3 M) WEST-NORTHWEST OF POWER POLE, 30.0 FT (9.1 M)
 DL9737'NORTH OF FRONTAGE ROAD, 1.7 FT (0.5 M) SOUTHEAST OF CABLE PEDESTAL,
 DL9737'0.5 FT (15 CM) NORTH OF A WITNESS POST.
 DL9737
 DL9737                          STATION RECOVERY (2014)
 DL9737
 DL9737'RECOVERY NOTE BY MN DEPT OF TRANSP 2014 (KMS)
 DL9737'RECOVERED AS DESCRIBED.
 DL9737
 DL9737                          STATION RECOVERY (2016)
 DL9737
 DL9737'RECOVERY NOTE BY MN DEPT OF TRANSP 2016 (BL)
 DL9737'RECOVERED AS DESCRIBED.
 DL9737
 DL9737                          STATION RECOVERY (2018)
 DL9737
 DL9737'RECOVERY NOTE BY MN DEPT OF TRANSP 2018 (KDJ)
 DL9737'RECOVERED IN GOOD CONDITION.
 DL9737
 DL9737                          STATION RECOVERY (2022)
 DL9737
 DL9737'RECOVERY NOTE BY MN DEPT OF TRANSP 2022 (FXP)
 DL9737'RECOVERED AS DESCRIBED.
 DL9737
 DL9737                          STATION RECOVERY (2023)
 DL9737
 DL9737'RECOVERY NOTE BY MN DEPT OF TRANSP 2023 (RMJ)
 DL9737'IN BEMIDJI NORTH OF THE TARGET STORE, 0.2 MI (0.3 KM) EAST ALONG TRUNK
 DL9737'HIGHWAY 197 FROM THE JUNCTION OF TRUNK HIGHWAY 197 AND TRUNK HIGHWAY
 DL9737'71 IN BEMIDJI, AT TRUNK HIGHWAY 197 MILE POINT 5.90, 98.3 FT (30.0 M)
 DL9737'SOUTH OF EASTBOUND TRUNK HIGHWAY 197, 30.0 FT (9.1 M) NORTH OF A
 DL9737'FRONTAGE ROAD, 17.3 FT (5.3 M) WEST-NORTHWEST OF A POWER POLE, 1.7 FT
 DL9737'(0.5 M) SOUTHEAST OF A CABLE PEDESTAL, 0.5 FT (15 CM) NORTH OF A
 DL9737'WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DH7187 ***********************************************************************
 DH7187  DESIGNATION -  0406 K 1
 DH7187  PID         -  DH7187
 DH7187  STATE/COUNTY-  MN/BELTRAMI
 DH7187  COUNTRY     -  US
 DH7187  USGS QUAD   -  ANDRUSIA LAKE (2019)
 DH7187
 DH7187                         *CURRENT SURVEY CONTROL
 DH7187  ______________________________________________________________________
 DH7187* NAD 83(1986) POSITION- 47 26 01.7    (N) 094 38 34.2    (W)   HD_HELD2
 DH7187* NAVD 88 ORTHO HEIGHT -   402.150 (meters)     1319.39  (feet) ADJUSTED
 DH7187  ______________________________________________________________________
 DH7187  GEOID HEIGHT    -        -28.194 (meters)                     GEOID18
 DH7187  DYNAMIC HEIGHT  -        402.191 (meters)     1319.52  (feet) COMP
 DH7187  MODELED GRAVITY -    980,704.5   (mgal)                       NAVD 88
 DH7187
 DH7187  VERT ORDER      -  SECOND    CLASS I
 DH7187
 DH7187.The horizontal coordinates were established by autonomous hand held GPS
 DH7187.observations and have an estimated accuracy of +/- 10 meters.
 DH7187
 DH7187.The orthometric height was determined by differential leveling and
 DH7187.adjusted by the NATIONAL GEODETIC SURVEY
 DH7187.in August 2019.
 DH7187
 DH7187.Significant digits in the geoid height do not necessarily reflect accuracy.
 DH7187.GEOID18 height accuracy estimate available here.
 DH7187
 DH7187.Click photographs - Photos may exist for this station.
 DH7187
 DH7187.The dynamic height is computed by dividing the NAVD 88
 DH7187.geopotential number by the normal gravity value computed on the
 DH7187.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH7187.degrees latitude (g = 980.6199 gals.).
 DH7187
 DH7187.The modeled gravity was interpolated from observed gravity values.
 DH7187
 DH7187;                    North         East    Units  Estimated Accuracy
 DH7187;SPC MN N     -   204,976.      683,628.      MT  (+/- 10 meters HH2 GPS)
 DH7187
 DH7187_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUN7611854681(NAD 83)
 DH7187
 DH7187                          SUPERSEDED SURVEY CONTROL
 DH7187
 DH7187  NAVD 88 (03/21/06)  402.145  (m)         1319.37   (f) SUPERSEDED  2 1
 DH7187
 DH7187.Superseded values are not recommended for survey control.
 DH7187
 DH7187.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH7187.See file dsdata.pdf to determine how the superseded data were derived.
 DH7187
 DH7187_MARKER: DV = VERTICAL CONTROL DISK
 DH7187_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DH7187_SP_SET: BRIDGE RAILING
 DH7187_STAMPING: 0406 K 1 2003
 DH7187_MARK LOGO: MNDT
 DH7187_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DH7187_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DH7187_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DH7187+SATELLITE: SATELLITE OBSERVATIONS - 1996
 DH7187
 DH7187  HISTORY     - Date     Condition        Report By
 DH7187  HISTORY     - 1996     MONUMENTED       MNDT
 DH7187
 DH7187                          STATION DESCRIPTION
 DH7187
 DH7187'DESCRIBED BY MN DEPT OF TRANSP 1996 (JBG)
 DH7187'THE MARK IS LOCATED 1.85 MILES WEST OF CASS LAKE AT SOUTHEAST CORNER
 DH7187'OF COUNTY ROAD 33 IN RAILING OF THE BRIDGE NUMBER 04519 OVER
 DH7187'MISSISSIPPI RIVER, 1.85 MILES WEST ALONG TRUNK HIGHWAY 2 FROM JUNCTION
 DH7187'OF TRUNK HIGHWAY 2 AND TRUNK HIGHWAY 371 IN CASS LAKE, TO TRUNK
 DH7187'HIGHWAY 2 MILE POINT 128.15 THEN 3.4 MILES NORTH ON COUNTY ROAD 75,
 DH7187'THEN 0.45 MILES EAST ON COUNTY ROAD 33, 21.5 FEET SOUTH OF COUNTY ROAD
 DH7187'33, 7.4 FEET WEST OF CAUTION SIGN., 1.7 FEET WEST OF SOUTHEAST CORNER
 DH7187'OF BRIDGE.   MARK WAS SET IN 1996, THEN STAMPED IN 2003.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DG5556 ***********************************************************************
 DG5556  DESIGNATION -  0406 M
 DG5556  PID         -  DG5556
 DG5556  STATE/COUNTY-  MN/BELTRAMI
 DG5556  COUNTRY     -  US
 DG5556  USGS QUAD   -  WILTON (2019)
 DG5556
 DG5556                         *CURRENT SURVEY CONTROL
 DG5556  ______________________________________________________________________
 DG5556* NAD 83(2011) POSITION- 47 30 45.89861(N) 095 00 48.08942(W)   ADJUSTED
 DG5556* NAD 83(2011) ELLIP HT-   393.566 (meters)        (06/27/12)   ADJUSTED
 DG5556* NAD 83(2011) EPOCH   -  2010.00
 DG5556* NAVD 88 ORTHO HEIGHT -   421.592 (meters)     1383.17  (feet) ADJUSTED
 DG5556  ______________________________________________________________________
 DG5556  GEOID HEIGHT    -        -28.030 (meters)                     GEOID18
 DG5556  NAD 83(2011) X  -   -377,174.377 (meters)                     COMP
 DG5556  NAD 83(2011) Y  - -4,299,577.199 (meters)                     COMP
 DG5556  NAD 83(2011) Z  -  4,680,745.513 (meters)                     COMP
 DG5556  LAPLACE CORR    -         -2.37  (seconds)                    DEFLEC18
 DG5556  DYNAMIC HEIGHT  -        421.634 (meters)     1383.31  (feet) COMP
 DG5556  MODELED GRAVITY -    980,700.9   (mgal)                       NAVD 88
 DG5556
 DG5556  VERT ORDER      -  SECOND    CLASS I
 DG5556
 DG5556  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DG5556  Standards:
 DG5556         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DG5556            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DG5556  -------------------------------------------------------------------
 DG5556  NETWORK    0.52   0.63           0.24   0.17   0.32     -0.04393131
 DG5556  -------------------------------------------------------------------
 DG5556  Click here for local accuracies and other accuracy information.
 DG5556
 DG5556.The horizontal coordinates were established by GPS observations
 DG5556.and adjusted by the National Geodetic Survey in June 2012.
 DG5556
 DG5556.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DG5556.been affixed to the stable North American tectonic plate. See 
 DG5556.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DG5556
 DG5556.The horizontal coordinates are valid at the epoch date displayed above
 DG5556.which is a decimal equivalence of Year/Month/Day.
 DG5556
 DG5556.The orthometric height was determined by differential leveling and
 DG5556.adjusted by the NATIONAL GEODETIC SURVEY
 DG5556.in August 2019.
 DG5556
 DG5556.Significant digits in the geoid height do not necessarily reflect accuracy.
 DG5556.GEOID18 height accuracy estimate available here.
 DG5556
 DG5556.Click photographs - Photos may exist for this station.
 DG5556
 DG5556.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DG5556
 DG5556.The Laplace correction was computed from DEFLEC18 derived deflections.
 DG5556
 DG5556.The ellipsoidal height was determined by GPS observations
 DG5556.and is referenced to NAD 83.
 DG5556
 DG5556.The dynamic height is computed by dividing the NAVD 88
 DG5556.geopotential number by the normal gravity value computed on the
 DG5556.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DG5556.degrees latitude (g = 980.6199 gals.).
 DG5556
 DG5556.The modeled gravity was interpolated from observed gravity values.
 DG5556
 DG5556. The following values were computed from the NAD 83(2011) position.
 DG5556
 DG5556;                    North         East     Units Scale Factor Converg.
 DG5556;SPC MN N     -   214,374.024   655,902.122   MT  0.99991859   -1 25 05.6
 DG5556;SPC MN N     -   703,325.44  2,151,905.55   sFT  0.99991859   -1 25 05.6
 DG5556;UTM  15      - 5,264,111.187   348,406.499   MT  0.99988241   -1 29 06.0
 DG5556
 DG5556!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG5556!SPC MN N     -   0.99993832  x   0.99991859  =   0.99985691
 DG5556!UTM  15      -   0.99993832  x   0.99988241  =   0.99982073
 DG5556
 DG5556_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUN4840664111(NAD 83)
 DG5556
 DG5556                          SUPERSEDED SURVEY CONTROL
 DG5556
 DG5556  NAD 83(2007)-  47 30 45.89871(N)    095 00 48.09033(W) AD(2002.00) 0
 DG5556  ELLIP H (02/10/07)  393.591  (m)                       GP(2002.00)    
 DG5556  NAD 83(1996)-  47 30 45.89841(N)    095 00 48.09017(W) AD(       ) 1
 DG5556  ELLIP H (05/19/04)  393.605  (m)                       GP(       ) 4 1
 DG5556  NAVD 88 (05/19/04)  421.6    (m)  GEOID99  model used  GPS OBS        
 DG5556
 DG5556.Superseded values are not recommended for survey control.
 DG5556
 DG5556.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG5556.See file dsdata.pdf to determine how the superseded data were derived.
 DG5556
 DG5556_MARKER: DB = BENCH MARK DISK
 DG5556_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 DG5556_STAMPING: 0406 M 1972
 DG5556_MARK LOGO: MNHD
 DG5556_PROJECTION: RECESSED 8 CENTIMETERS
 DG5556_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DG5556_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DG5556_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG5556+SATELLITE: SATELLITE OBSERVATIONS - August 17, 2022
 DG5556
 DG5556  HISTORY     - Date     Condition        Report By
 DG5556  HISTORY     - 1972     MONUMENTED       MNHD
 DG5556  HISTORY     - 20030707 GOOD             MNDT
 DG5556  HISTORY     - 20140714 GOOD             MNDT
 DG5556  HISTORY     - 20211025 GOOD             MNDT
 DG5556  HISTORY     - 20220817 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.
 DG5556
 DG5556                          STATION RECOVERY (2014)
 DG5556
 DG5556'RECOVERY NOTE BY MN DEPT OF TRANSP 2014 (MAS)
 DG5556'RECOVERED AS DESCRIBED.
 DG5556
 DG5556                          STATION RECOVERY (2021)
 DG5556
 DG5556'RECOVERY NOTE BY MN DEPT OF TRANSP 2021 (KMS)
 DG5556'RECOVERED IN GOOD CONDITION.
 DG5556
 DG5556                          STATION RECOVERY (2022)
 DG5556
 DG5556'RECOVERY NOTE BY MN DEPT OF TRANSP 2022 (TXD)
 DG5556'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DP9716 ***********************************************************************
 DP9716  DESIGNATION -  0406 N
 DP9716  PID         -  DP9716
 DP9716  STATE/COUNTY-  MN/BELTRAMI
 DP9716  COUNTRY     -  US
 DP9716  USGS QUAD   -  WILTON (2019)
 DP9716
 DP9716                         *CURRENT SURVEY CONTROL
 DP9716  ______________________________________________________________________
 DP9716* NAD 83(1986) POSITION- 47 30 46.78   (N) 095 02 04.92   (W)   HD_HELD1
 DP9716* NAVD 88 ORTHO HEIGHT -   421.303 (meters)     1382.22  (feet) ADJUSTED
 DP9716  ______________________________________________________________________
 DP9716  GEOID HEIGHT    -        -28.014 (meters)                     GEOID18
 DP9716  DYNAMIC HEIGHT  -        421.346 (meters)     1382.37  (feet) COMP
 DP9716  MODELED GRAVITY -    980,700.8   (mgal)                       NAVD 88
 DP9716
 DP9716  VERT ORDER      -  SECOND    CLASS I
 DP9716
 DP9716.The horizontal coordinates were determined by differentially corrected
 DP9716.hand held GPS observations or other comparable positioning techniques
 DP9716.and have an estimated accuracy of +/- 3 meters.
 DP9716
 DP9716.The orthometric height was determined by differential leveling and
 DP9716.adjusted by the NATIONAL GEODETIC SURVEY
 DP9716.in August 2019.
 DP9716
 DP9716.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP9716.GEOID18 height accuracy estimate available here.
 DP9716
 DP9716.Click photographs - Photos may exist for this station.
 DP9716
 DP9716.The dynamic height is computed by dividing the NAVD 88
 DP9716.geopotential number by the normal gravity value computed on the
 DP9716.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP9716.degrees latitude (g = 980.6199 gals.).
 DP9716
 DP9716.The modeled gravity was interpolated from observed gravity values.
 DP9716
 DP9716;                    North         East    Units  Estimated Accuracy
 DP9716;SPC MN N     -   214,441.2     654,295.9     MT  (+/- 3 meters HH1 GPS) 
 DP9716
 DP9716_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUN4680064180(NAD 83)
 DP9716
 DP9716                          SUPERSEDED SURVEY CONTROL
 DP9716
 DP9716.No superseded survey control is available for this station.
 DP9716
 DP9716_MARKER: DB = BENCH MARK DISK
 DP9716_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 DP9716_STAMPING: 0406 N 1972
 DP9716_MARK LOGO: MNHD
 DP9716_PROJECTION: RECESSED 5 CENTIMETERS
 DP9716_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DP9716_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DP9716_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP9716+SATELLITE: SATELLITE OBSERVATIONS - August 15, 2018
 DP9716
 DP9716  HISTORY     - Date     Condition        Report By
 DP9716  HISTORY     - 19720401 MONUMENTED       MNHD
 DP9716  HISTORY     - 20140714 GOOD             MNDT
 DP9716  HISTORY     - 20180815 GOOD             MNDT
 DP9716
 DP9716                          STATION DESCRIPTION
 DP9716
 DP9716'DESCRIBED BY MN DEPT OF TRANSP 2014 (MAS)
 DP9716'THE STATION IS LOCATED ABOUT 7.7 MI (12.4 KM) WEST-NORTHWEST OF
 DP9716'BEMIDJI, 4.4 MI (7.1 KM) EAST OF SOLWAY AND 1.7 MI (2.7 KM)
 DP9716'WEST-NORTHWEST OF WILTON.
 DP9716'
 DP9716'TO REACH THE MARK GO 1.5 MI (2.4 KM) WEST ALONG TRUNK HIGHWAY 2 FROM
 DP9716'THE JUNCTION OF TRUNK HIGHWAY 2 AND COUNTY ROAD 14 IN WILTON.AT TRUNK
 DP9716'HIGHWAY 2 MILE POINT 105.80.
 DP9716'
 DP9716'THE MARK IS LOCATED 100.0 FT (30.5 M) SOUTH OF EASTBOUND TRUNK HIGHWAY
 DP9716'2,, 93.7 FT (28.6 M) WEST OF BENCH MARK 0406 NORTH, 60.0 FT (18.3 M)
 DP9716'WEST OF ENTRANCE SOUTH, 89.0 FT (27.1 M) EAST OF POWER POLE, 0.5 FT
 DP9716'(15 CM) NORTH OF A WITNESS POST.
 DP9716
 DP9716                          STATION RECOVERY (2018)
 DP9716
 DP9716'RECOVERY NOTE BY MN DEPT OF TRANSP 2018 (KDJ)
 DP9716'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DG5557 ***********************************************************************
 DG5557  DESIGNATION -  0406 O
 DG5557  PID         -  DG5557
 DG5557  STATE/COUNTY-  MN/BELTRAMI
 DG5557  COUNTRY     -  US
 DG5557  USGS QUAD   -  WILTON (2019)
 DG5557
 DG5557                         *CURRENT SURVEY CONTROL
 DG5557  ______________________________________________________________________
 DG5557* NAD 83(2011) POSITION- 47 30 47.26420(N) 095 03 18.24411(W)   ADJUSTED
 DG5557* NAD 83(2011) ELLIP HT-   398.513 (meters)        (06/27/12)   ADJUSTED
 DG5557* NAD 83(2011) EPOCH   -  2010.00
 DG5557* NAVD 88 ORTHO HEIGHT -   426.503 (meters)     1399.29  (feet) ADJUSTED
 DG5557  ______________________________________________________________________
 DG5557  GEOID HEIGHT    -        -27.997 (meters)                     GEOID18
 DG5557  NAD 83(2011) X  -   -380,301.796 (meters)                     COMP
 DG5557  NAD 83(2011) Y  - -4,299,273.835 (meters)                     COMP
 DG5557  NAD 83(2011) Z  -  4,680,777.648 (meters)                     COMP
 DG5557  LAPLACE CORR    -         -2.55  (seconds)                    DEFLEC18
 DG5557  DYNAMIC HEIGHT  -        426.546 (meters)     1399.43  (feet) COMP
 DG5557  MODELED GRAVITY -    980,700.5   (mgal)                       NAVD 88
 DG5557
 DG5557  VERT ORDER      -  SECOND    CLASS I
 DG5557
 DG5557  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DG5557  Standards:
 DG5557         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DG5557            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DG5557  -------------------------------------------------------------------
 DG5557  NETWORK    0.60   0.67           0.28   0.19   0.34     -0.11132816
 DG5557  -------------------------------------------------------------------
 DG5557  Click here for local accuracies and other accuracy information.
 DG5557
 DG5557.The horizontal coordinates were established by GPS observations
 DG5557.and adjusted by the National Geodetic Survey in June 2012.
 DG5557
 DG5557.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DG5557.been affixed to the stable North American tectonic plate. See 
 DG5557.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DG5557
 DG5557.The horizontal coordinates are valid at the epoch date displayed above
 DG5557.which is a decimal equivalence of Year/Month/Day.
 DG5557
 DG5557.The orthometric height was determined by differential leveling and
 DG5557.adjusted by the NATIONAL GEODETIC SURVEY
 DG5557.in August 2019.
 DG5557
 DG5557.Significant digits in the geoid height do not necessarily reflect accuracy.
 DG5557.GEOID18 height accuracy estimate available here.
 DG5557
 DG5557.Click photographs - Photos may exist for this station.
 DG5557
 DG5557.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DG5557
 DG5557.The Laplace correction was computed from DEFLEC18 derived deflections.
 DG5557
 DG5557.The ellipsoidal height was determined by GPS observations
 DG5557.and is referenced to NAD 83.
 DG5557
 DG5557.The dynamic height is computed by dividing the NAVD 88
 DG5557.geopotential number by the normal gravity value computed on the
 DG5557.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DG5557.degrees latitude (g = 980.6199 gals.).
 DG5557
 DG5557.The modeled gravity was interpolated from observed gravity values.
 DG5557
 DG5557. The following values were computed from the NAD 83(2011) position.
 DG5557
 DG5557;                    North         East     Units Scale Factor Converg.
 DG5557;SPC MN N     -   214,494.782   652,762.636   MT  0.99991855   -1 26 56.9
 DG5557;SPC MN N     -   703,721.63  2,141,605.41   sFT  0.99991855   -1 26 56.9
 DG5557;UTM  15      - 5,264,235.596   345,267.251   MT  0.99989423   -1 30 56.8
 DG5557
 DG5557!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG5557!SPC MN N     -   0.99993754  x   0.99991855  =   0.99985610
 DG5557!UTM  15      -   0.99993754  x   0.99989423  =   0.99983178
 DG5557
 DG5557_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUN4526764235(NAD 83)
 DG5557
 DG5557                          SUPERSEDED SURVEY CONTROL
 DG5557
 DG5557  NAD 83(2007)-  47 30 47.26431(N)    095 03 18.24499(W) AD(2002.00) 0
 DG5557  ELLIP H (02/10/07)  398.537  (m)                       GP(2002.00)    
 DG5557  NAD 83(1996)-  47 30 47.26405(N)    095 03 18.24489(W) AD(       ) 1
 DG5557  ELLIP H (05/19/04)  398.557  (m)                       GP(       ) 4 1
 DG5557  NAVD 88 (05/19/04)  426.5    (m)  GEOID99  model used  GPS OBS        
 DG5557
 DG5557.Superseded values are not recommended for survey control.
 DG5557
 DG5557.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG5557.See file dsdata.pdf to determine how the superseded data were derived.
 DG5557
 DG5557_MARKER: DB = BENCH MARK DISK
 DG5557_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 DG5557_STAMPING: 0406 O 1972
 DG5557_MARK LOGO: MNHD
 DG5557_PROJECTION: RECESSED 8 CENTIMETERS
 DG5557_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DG5557_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DG5557_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DG5557+SATELLITE: SATELLITE OBSERVATIONS - July 03, 2014
 DG5557
 DG5557  HISTORY     - Date     Condition        Report By
 DG5557  HISTORY     - 19720401 MONUMENTED       MNHD
 DG5557  HISTORY     - 20030708 GOOD             MNDT
 DG5557  HISTORY     - 20140703 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.
 DG5557
 DG5557                          STATION RECOVERY (2014)
 DG5557
 DG5557'RECOVERY NOTE BY MN DEPT OF TRANSP 2014 (LMS)
 DG5557'THE STATION IS LOCATED ABOUT 8.6 MI (13.8 KM) WEST-NORTHWEST OF
 DG5557'BEMIDJI, 3.5 MI (5.6 KM) EAST OF SOLWAY AND 2.6 MI (4.2 KM)
 DG5557'WEST-NORTHWEST OF WILTON.
 DG5557'
 DG5557'TO REACH THE MARK GO 3.5 MI (5.6 KM) ALONG TRUNK HIGHWAY 2  FROM THE
 DG5557'JUNCTION OF TRUNK HIGHWAY 2 AND COUNTY ROAD 5/MAIN STREET IN SOLWAY AT
 DG5557'TRUNK HIGHWAY 2 MILE POINT 104.85.
 DG5557'
 DG5557'THE MARK IS LOCATED 99.5 FT (30.3 M) SOUTH OF EASTBOUND TRUNK HIGHWAY
 DG5557'2, 49.0 FT (14.9 M) EAST OF BUTTERCUP LANE NORTHWEST, 25.7 FT (7.8 M)
 DG5557'EAST OF POWER POLE, 17.0 FT (5.2 M) EAST OF RIGHT-OF-WAY POST, 154.6
 DG5557'FT (47.1 M) WEST OF POWER POLE, 1.0 FT (0.3 M) NORTH OF A WITNESS
 DG5557'POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DG5558 ***********************************************************************
 DG5558  DESIGNATION -  0406 U
 DG5558  PID         -  DG5558
 DG5558  STATE/COUNTY-  MN/BELTRAMI
 DG5558  COUNTRY     -  US
 DG5558  USGS QUAD   -  SOLWAY (2019)
 DG5558
 DG5558                         *CURRENT SURVEY CONTROL
 DG5558  ______________________________________________________________________
 DG5558* NAD 83(2011) POSITION- 47 31 32.47843(N) 095 11 01.64187(W)   ADJUSTED
 DG5558* NAD 83(2011) ELLIP HT-   417.705 (meters)        (06/27/12)   ADJUSTED
 DG5558* NAD 83(2011) EPOCH   -  2010.00
 DG5558* NAVD 88 ORTHO HEIGHT -   445.6   (meters)     1462.    (feet) GPS OBS
 DG5558  ______________________________________________________________________
 DG5558  NAVD 88 orthometric height was determined with geoid model    GEOID99
 DG5558  GEOID HEIGHT    -        -27.828 (meters)                     GEOID99
 DG5558  GEOID HEIGHT    -        -27.872 (meters)                     GEOID18
 DG5558  NAD 83(2011) X  -   -389,867.763 (meters)                     COMP
 DG5558  NAD 83(2011) Y  - -4,297,395.811 (meters)                     COMP
 DG5558  NAD 83(2011) Z  -  4,681,734.893 (meters)                     COMP
 DG5558  LAPLACE CORR    -         -3.17  (seconds)                    DEFLEC18
 DG5558
 DG5558  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DG5558  Standards:
 DG5558         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DG5558            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DG5558  -------------------------------------------------------------------
 DG5558  NETWORK    0.33   0.41           0.15   0.11   0.21      0.07388994
 DG5558  -------------------------------------------------------------------
 DG5558  Click here for local accuracies and other accuracy information.
 DG5558
 DG5558.The horizontal coordinates were established by GPS observations
 DG5558.and adjusted by the National Geodetic Survey in June 2012.
 DG5558
 DG5558.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DG5558.been affixed to the stable North American tectonic plate. See 
 DG5558.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DG5558
 DG5558.The horizontal coordinates are valid at the epoch date displayed above
 DG5558.which is a decimal equivalence of Year/Month/Day.
 DG5558
 DG5558.The orthometric height was determined by GPS observations and a
 DG5558.high-resolution geoid model.
 DG5558
 DG5558.Significant digits in the geoid height do not necessarily reflect accuracy.
 DG5558.GEOID18 height accuracy estimate available here.
 DG5558
 DG5558.Click photographs - Photos may exist for this station.
 DG5558
 DG5558.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DG5558
 DG5558.The Laplace correction was computed from DEFLEC18 derived deflections.
 DG5558
 DG5558.The ellipsoidal height was determined by GPS observations
 DG5558.and is referenced to NAD 83.
 DG5558
 DG5558. The following values were computed from the NAD 83(2011) position.
 DG5558
 DG5558;                    North         East     Units Scale Factor Converg.
 DG5558;SPC MN N     -   216,143.793   643,108.444   MT  0.99991735   -1 32 40.4
 DG5558;SPC MN N     -   709,131.76  2,109,931.62   sFT  0.99991735   -1 32 40.4
 DG5558;UTM  15      - 5,265,895.817   335,615.029   MT  0.99993209   -1 36 39.9
 DG5558
 DG5558!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG5558!SPC MN N     -   0.99993453  x   0.99991735  =   0.99985189
 DG5558!UTM  15      -   0.99993453  x   0.99993209  =   0.99986663
 DG5558
 DG5558_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUN3561565895(NAD 83)
 DG5558
 DG5558                          SUPERSEDED SURVEY CONTROL
 DG5558
 DG5558  NAD 83(2007)-  47 31 32.47852(N)    095 11 01.64277(W) AD(2002.00) 0
 DG5558  ELLIP H (02/10/07)  417.723  (m)                       GP(2002.00)    
 DG5558  NAD 83(1996)-  47 31 32.47831(N)    095 11 01.64274(W) AD(       ) 1
 DG5558  ELLIP H (05/19/04)  417.750  (m)                       GP(       ) 4 1
 DG5558
 DG5558.Superseded values are not recommended for survey control.
 DG5558
 DG5558.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG5558.See file dsdata.pdf to determine how the superseded data were derived.
 DG5558
 DG5558_MARKER: DB = BENCH MARK DISK
 DG5558_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG5558_STAMPING: 0406 U 1972
 DG5558_MARK LOGO: MNHD
 DG5558_PROJECTION: RECESSED 5 CENTIMETERS
 DG5558_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DG5558_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DG5558+STABILITY: SURFACE MOTION
 DG5558_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG5558+SATELLITE: SATELLITE OBSERVATIONS - November 08, 2006
 DG5558
 DG5558  HISTORY     - Date     Condition        Report By
 DG5558  HISTORY     - 1972     MONUMENTED       MNHD
 DG5558  HISTORY     - 20030709 GOOD             MNDT
 DG5558  HISTORY     - 20061108 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.
 DG5558
 DG5558                          STATION RECOVERY (2006)
 DG5558
 DG5558'RECOVERY NOTE BY MN DEPT OF TRANSP 2006 (DJS)
 DG5558'3.5 MI (5.6 KM) WEST OF SOLWAY, AT SOUTHEAST CORNER OF THE JUNCTION OF
 DG5558'TRUNK HIGHWAY 2 AND COUNTY ROAD 501 (CENTERLINE ROAD NORTHWEST), ALONG
 DG5558'COUNTY LINE, AT TRUNK HIGHWAY 2 MILE POINT 98.7, 74 FT (22.6 M) SOUTH
 DG5558'OF EASTBOUND TRUNK HIGHWAY 2, 61.5 FT (18.7 M) EAST OF COUNTY ROAD
 DG5558'501, 13.4 FT (4.1 M) NORTH OF NORTH RAIL OF RAILROAD, 38 FT (11.6 M)
 DG5558'SOUTH OF SOUTH LEG OF BELTRAMI COUNTY SIGN, 5.2 FT (1.6 M) SOUTH OF A
 DG5558'WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 SK0891 ***********************************************************************
 SK0891  DESIGNATION -  0406 V
 SK0891  PID         -  SK0891
 SK0891  STATE/COUNTY-  MN/BELTRAMI
 SK0891  COUNTRY     -  US
 SK0891  USGS QUAD   -  BEMIDJI WEST (2019)
 SK0891
 SK0891                         *CURRENT SURVEY CONTROL
 SK0891  ______________________________________________________________________
 SK0891* NAD 83(1996) POSITION- 47 29 56.48946(N) 094 55 23.46696(W)   NO CHECK
 SK0891* NAVD 88 ORTHO HEIGHT -   427.919 (meters)     1403.93  (feet) ADJUSTED
 SK0891  ______________________________________________________________________
 SK0891  GEOID HEIGHT    -        -28.099 (meters)                     GEOID18
 SK0891  LAPLACE CORR    -         -2.22  (seconds)                    DEFLEC18
 SK0891  DYNAMIC HEIGHT  -        427.962 (meters)     1404.07  (feet) COMP
 SK0891  MODELED GRAVITY -    980,699.2   (mgal)                       NAVD 88
 SK0891
 SK0891  HORZ ORDER      -  THIRD
 SK0891  VERT ORDER      -  SECOND    CLASS I
 SK0891
 SK0891.The horizontal coordinates were established by classical geodetic methods
 SK0891.and adjusted by the National Geodetic Survey in March 1999.
 SK0891
 SK0891.No horizontal observational check was made to the station.
 SK0891
 SK0891.The orthometric height was determined by differential leveling and
 SK0891.adjusted by the NATIONAL GEODETIC SURVEY
 SK0891.in August 2019.
 SK0891
 SK0891.Significant digits in the geoid height do not necessarily reflect accuracy.
 SK0891.GEOID18 height accuracy estimate available here.
 SK0891
 SK0891.Click photographs - Photos may exist for this station.
 SK0891
 SK0891.The Laplace correction was computed from DEFLEC18 derived deflections.
 SK0891
 SK0891.The dynamic height is computed by dividing the NAVD 88
 SK0891.geopotential number by the normal gravity value computed on the
 SK0891.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SK0891.degrees latitude (g = 980.6199 gals.).
 SK0891
 SK0891.The modeled gravity was interpolated from observed gravity values.
 SK0891
 SK0891. The following values were computed from the NAD 83(1996) position.
 SK0891
 SK0891;                    North         East     Units Scale Factor Converg.
 SK0891;SPC MN N     -   212,684.507   662,655.904   MT  0.99991996   -1 21 05.0
 SK0891;SPC MN N     -   697,782.42  2,174,063.58   sFT  0.99991996   -1 21 05.0
 SK0891;SPC MN C     -   377,998.207   749,272.935   MT  1.00012928   -0 29 13.1
 SK0891;SPC MN C     - 1,240,149.12  2,458,239.62   sFT  1.00012928   -0 29 13.1
 SK0891;UTM  15      - 5,262,413.885   355,157.976   MT  0.99985782   -1 25 05.3
 SK0891
 SK0891!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SK0891!SPC MN N     -   0.99993734  x   0.99991996  =   0.99985730
 SK0891!SPC MN C     -   0.99993734  x   1.00012928  =   1.00006661
 SK0891!UTM  15      -   0.99993734  x   0.99985782  =   0.99979516
 SK0891
 SK0891_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUN5515762413(NAD 83)
 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  NAVD 88 (08/10/04)  427.921  (m)         1403.94   (f) SUPERSEDED  2 1
 SK0891  NGVD 29             427.62   (m)         1402.9    (f) LEVELING    3  
 SK0891
 SK0891.Superseded values are not recommended for survey control.
 SK0891
 SK0891.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SK0891.See file dsdata.pdf to determine how the superseded data were derived.
 SK0891
 SK0891_MARKER: DV = VERTICAL CONTROL DISK
 SK0891_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 SK0891_SP_SET: BRIDGE PARAPET
 SK0891_STAMPING: 0406 V 1980
 SK0891_MARK LOGO: MNHD
 SK0891_MAGNETIC: N = NO MAGNETIC MATERIAL
 SK0891_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 SK0891_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 SK0891+SATELLITE: SATELLITE OBSERVATIONS - July 14, 2014
 SK0891
 SK0891  HISTORY     - Date     Condition        Report By
 SK0891  HISTORY     - 19780401 MONUMENTED       MNHD
 SK0891  HISTORY     - 20010815 GOOD             MNDT
 SK0891  HISTORY     - 20030923 GOOD             MNDT
 SK0891  HISTORY     - 20120420 GOOD             MNDT
 SK0891  HISTORY     - 20140714 GOOD             MNDT
 SK0891
 SK0891                          STATION DESCRIPTION
 SK0891
 SK0891'DESCRIBED BY MN DEPT OF TRANSP 2001 (WAS)
 SK0891'THE MARK WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.  THE MARK IS AT
 SK0891'TH 2 MP 111.2. DISK SET IN BRDG WHEN BUILT IN 1978 THEN STAMPED IN
 SK0891'1980.
 SK0891
 SK0891                          STATION RECOVERY (2003)
 SK0891
 SK0891'RECOVERY NOTE BY MN DEPT OF TRANSP 2003 (MPP)
 SK0891'RECOVERED AS DESCRIBED.
 SK0891
 SK0891                          STATION RECOVERY (2012)
 SK0891
 SK0891'RECOVERY NOTE BY MN DEPT OF TRANSP 2012 (MAS)
 SK0891'2.3 MI (3.7 KM) NORTHWEST OF BEMIDJI, IN BRIDGE RAIL IN NORTHWEST
 SK0891'CORNER OF NORTHBOUND INTERSTATE 2 (TRUNK HIGHWAY 71) BRIDGE NUMBER
 SK0891'04007 OVER EASTBOUND INTERSTATE HIGHWAY 2 (INTERSTATE HIGHWAY 197), AT
 SK0891'NORTHBOUND INTERSTATE HIGHWAY 2 (TRUNK HIGHWAY 71) OVERPASS OF
 SK0891'INTERSTATE HIGHWAY 2 (INTERSTATE HIGHWAY 197) SOUTHEAST OF AIRPORT, AT
 SK0891'INTERSTATE HIGHWAY 2 MILE POINT 111.2, 21.5 FT (6.6 M) SOUTH-SOUTHWEST
 SK0891'OF NORTH-WESTBOUND INTERSTATE HIGHWAY 2, 9.8 FT (3.0 M) EAST-SOUTHEAST
 SK0891'OF THE NORTHWEST CORNER OF GUARDRAIL, 67.5 FT (20.6 M) SOUTH-SOUTHWEST
 SK0891'OF A WITNESS POST, 66.65 FT (20.3 M) WEST-SOUTHWEST OF STATION
 SK0891'STAUDINGER MNDT.  DISK SET IN BRIDGE WHEN BUILT IN 1978 THEN STAMPED
 SK0891'WHEN USED IN 1980.
 SK0891
 SK0891                          STATION RECOVERY (2014)
 SK0891
 SK0891'RECOVERY NOTE BY MN DEPT OF TRANSP 2014 (KMS)
 SK0891'2.3 MI (3.7 KM) NORTHWEST OF BEMIDJI, IN BRIDGE RAIL IN NORTHWEST
 SK0891'CORNER OF NORTHBOUND TRUNK HIGHWAY 2 (TRUNK HIGHWAY 71) BRIDGE NUMBER
 SK0891'04007 OVER EASTBOUND TRUNK HIGHWAY 2 SOUTHEAST OF AIRPORT, AT TRUNK
 SK0891'HIGHWAY 2 MILE POINT 111.3, 21.5 FT (6.6 M) SOUTH-SOUTHWEST OF
 SK0891'WESTBOUND TRUNK HIGHWAY 2, 9.8 FT (3.0 M) EAST-SOUTHEAST OF THE
 SK0891'NORTHWEST CORNER OF GUARDRAIL, 67.5 FT (20.6 M) SOUTH-SOUTHWEST OF A
 SK0891'WITNESS POST, 66.65 FT (20.3 M) WEST-SOUTHWEST OF STATION STAUDINGER
 SK0891'MNDT.  DISK SET IN BRIDGE WHEN BUILT IN 1978 THEN STAMPED WHEN USED IN
 SK0891'1980.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DF4634 ***********************************************************************
 DF4634  DESIGNATION -  0406 W
 DF4634  PID         -  DF4634
 DF4634  STATE/COUNTY-  MN/BELTRAMI
 DF4634  COUNTRY     -  US
 DF4634  USGS QUAD   -  BEMIDJI WEST (2019)
 DF4634
 DF4634                         *CURRENT SURVEY CONTROL
 DF4634  ______________________________________________________________________
 DF4634* NAD 83(1986) POSITION- 47 29 53.14   (N) 094 55 19.02   (W)   HD_HELD1
 DF4634* NAVD 88 ORTHO HEIGHT -   429.008 (meters)     1407.50  (feet) ADJUSTED
 DF4634  ______________________________________________________________________
 DF4634  GEOID HEIGHT    -        -28.100 (meters)                     GEOID18
 DF4634  DYNAMIC HEIGHT  -        429.050 (meters)     1407.64  (feet) COMP
 DF4634  MODELED GRAVITY -    980,699.1   (mgal)                       NAVD 88
 DF4634
 DF4634  VERT ORDER      -  SECOND    CLASS I
 DF4634
 DF4634.The horizontal coordinates were determined by differentially corrected
 DF4634.hand held GPS observations or other comparable positioning techniques
 DF4634.and have an estimated accuracy of +/- 3 meters.
 DF4634
 DF4634.The orthometric height was determined by differential leveling and
 DF4634.adjusted by the NATIONAL GEODETIC SURVEY
 DF4634.in August 2019.
 DF4634
 DF4634.Significant digits in the geoid height do not necessarily reflect accuracy.
 DF4634.GEOID18 height accuracy estimate available here.
 DF4634
 DF4634.Click photographs - Photos may exist for this station.
 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     -   212,578.9     662,746.5     MT  (+/- 3 meters HH1 GPS) 
 DF4634
 DF4634_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUN5524862308(NAD 83)
 DF4634
 DF4634                          SUPERSEDED SURVEY CONTROL
 DF4634
 DF4634  NAVD 88 (08/10/04)  429.010  (m)         1407.51   (f) SUPERSEDED  2 1
 DF4634
 DF4634.Superseded values are not recommended for survey control.
 DF4634
 DF4634.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF4634.See file dsdata.pdf to determine how the superseded data were derived.
 DF4634
 DF4634_MARKER: DV = VERTICAL CONTROL DISK
 DF4634_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DF4634_SP_SET: BRIDGE RAILING
 DF4634_STAMPING: 0406 W 1980
 DF4634_MARK LOGO: MNHD
 DF4634_MAGNETIC: N = NO MAGNETIC MATERIAL
 DF4634_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DF4634_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DF4634+SATELLITE: SATELLITE OBSERVATIONS - June 13, 2023
 DF4634
 DF4634  HISTORY     - Date     Condition        Report By
 DF4634  HISTORY     - 19780401 MONUMENTED       MNHD
 DF4634  HISTORY     - 20010815 GOOD             MNDT
 DF4634  HISTORY     - 20120420 GOOD             MNDT
 DF4634  HISTORY     - 20140714 GOOD             MNDT
 DF4634  HISTORY     - 20230613 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.
 DF4634
 DF4634                          STATION RECOVERY (2012)
 DF4634
 DF4634'RECOVERY NOTE BY MN DEPT OF TRANSP 2012 (KMS)
 DF4634'2.25 MI (3.6 KM) NORTHWEST OF BEMIDJI, IN BRIDGE RAIL IN SOUTHEAST
 DF4634'CORNER OF NORTHBOUND INTERSTATE 2 (TRUNK HIGHWAY 71) BRIDGE NUMBER
 DF4634'04007 OVER EASTBOUND INTERSTATE HIGHWAY 2 (INTERSTATE HIGHWAY 197), AT
 DF4634'NORTHBOUND INTERSTATE HIGHWAY 2 (TRUNK HIGHWAY 71) OVERPASS OF
 DF4634'INTERSTATE HIGHWAY 2 (INTERSTATE HIGHWAY 197) SOUTHEAST OF AIRPORT, AT
 DF4634'INTERSTATE HIGHWAY 2 MILE POINT 111.3, AT INTERSTATE HIGHWAY 2 STATION
 DF4634'709+45, 24.7 FT (7.5 M) NORTHEAST OF NORTH-WESTBOUND INTERSTATE
 DF4634'HIGHWAY 2, 9.9 FT (3.0 M) NORTHWEST OF THE SOUTHEAST CORNER OF BRIDGE.
 DF4634'DISK SET IN BRIDGE WHEN BUILT IN 1978 THEN STAMPED WHEN USED IN 1980.
 DF4634
 DF4634                          STATION RECOVERY (2014)
 DF4634
 DF4634'RECOVERY NOTE BY MN DEPT OF TRANSP 2014 (KMS)
 DF4634'2.3 MI (3.7 KM) NORTHWEST OF BEMIDJI, IN BRIDGE RAIL IN NORTHWEST
 DF4634'CORNER OF NORTHBOUND TRUNK HIGHWAY 2 (TRUNK HIGHWAY 71) BRIDGE NUMBER
 DF4634'04007 OVER EASTBOUND TRUNK HIGHWAY 2 SOUTHEAST OF AIRPORT, AT TRUNK
 DF4634'HIGHWAY 2 MILE POINT 111.3, AT INTERSTATE HIGHWAY 2 STATION 709+45,
 DF4634'21.5 FT (6.6 M) SOUTH-SOUTHWEST OF WESTBOUND TRUNK HIGHWAY 2, 9.8 FT
 DF4634'(3.0 M) EAST-SOUTHEAST OF THE NORTHWEST CORNER OF GUARDRAIL, 67.5 FT
 DF4634'(20.6 M) SOUTH-SOUTHWEST OF A WITNESS POST, 66.65 FT (20.3 M)
 DF4634'WEST-SOUTHWEST OF STATION STAUDINGER MNDT.  DISK SET IN BRIDGE WHEN
 DF4634'BUILT IN 1978 THEN STAMPED WHEN USED IN 1980.
 DF4634
 DF4634                          STATION RECOVERY (2023)
 DF4634
 DF4634'RECOVERY NOTE BY MN DEPT OF TRANSP 2023 (RMJ)
 DF4634'2.3 MI (3.7 KM) NORTHWEST OF BEMIDJI, IN A BRIDGE RAIL IN THE
 DF4634'NORTHWEST CORNER OF NORTHBOUND TRUNK HIGHWAY 2 (TRUNK HIGHWAY 71)
 DF4634'BRIDGE NUMBER 04007 OVER EASTBOUND TRUNK HIGHWAY 2 SOUTHEAST OF THE
 DF4634'AIRPORT, AT TRUNK HIGHWAY 2 MILE POINT 111.3, AT TRUNK HIGHWAY 2
 DF4634'STATION 709+45, 21.5 FT (6.6 M) SOUTH-SOUTHWEST OF WESTBOUND TRUNK
 DF4634'HIGHWAY 2, 9.8 FT (3.0 M) EAST-SOUTHEAST OF THE NORTHWEST CORNER OF A
 DF4634'GUARDRAIL, 67.5 FT (20.6 M) SOUTH-SOUTHWEST OF A WITNESS POST, 66.65
 DF4634'FT (20.3 M) WEST-SOUTHWEST OF STATION STAUDINGER MNDT.  THE DISK WAS
 DF4634'SET IN THE BRIDGE WHEN BUILT IN 1978 THEN STAMPED WHEN USED IN 1980.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DF4632 ***********************************************************************
 DF4632  DESIGNATION -  0406 X
 DF4632  PID         -  DF4632
 DF4632  STATE/COUNTY-  MN/BELTRAMI
 DF4632  COUNTRY     -  US
 DF4632  USGS QUAD   -  BEMIDJI WEST (2019)
 DF4632
 DF4632                         *CURRENT SURVEY CONTROL
 DF4632  ______________________________________________________________________
 DF4632* NAD 83(1986) POSITION- 47 29 27.27   (N) 094 55 16.29   (W)   HD_HELD1
 DF4632* NAVD 88 ORTHO HEIGHT -   429.723 (meters)     1409.85  (feet) ADJUSTED
 DF4632  ______________________________________________________________________
 DF4632  GEOID HEIGHT    -        -28.098 (meters)                     GEOID18
 DF4632  DYNAMIC HEIGHT  -        429.765 (meters)     1409.99  (feet) COMP
 DF4632  MODELED GRAVITY -    980,697.8   (mgal)                       NAVD 88
 DF4632
 DF4632  VERT ORDER      -  SECOND    CLASS I
 DF4632
 DF4632.The horizontal coordinates were determined by differentially corrected
 DF4632.hand held GPS observations or other comparable positioning techniques
 DF4632.and have an estimated accuracy of +/- 3 meters.
 DF4632
 DF4632.The orthometric height was determined by differential leveling and
 DF4632.adjusted by the NATIONAL GEODETIC SURVEY
 DF4632.in August 2019.
 DF4632
 DF4632.Significant digits in the geoid height do not necessarily reflect accuracy.
 DF4632.GEOID18 height accuracy estimate available here.
 DF4632
 DF4632.Click photographs - Photos may exist for this station.
 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     -   211,778.9     662,784.8     MT  (+/- 3 meters HH1 GPS) 
 DF4632
 DF4632_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUN5528561508(NAD 83)
 DF4632
 DF4632                          SUPERSEDED SURVEY CONTROL
 DF4632
 DF4632  NAVD 88 (08/10/04)  429.724  (m)         1409.85   (f) SUPERSEDED  2 1
 DF4632
 DF4632.Superseded values are not recommended for survey control.
 DF4632
 DF4632.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF4632.See file dsdata.pdf to determine how the superseded data were derived.
 DF4632
 DF4632_MARKER: DV = VERTICAL CONTROL DISK
 DF4632_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DF4632_SP_SET: BRIDGE RAILING
 DF4632_STAMPING: 0406 X 1980
 DF4632_MARK LOGO: MNHD
 DF4632_MAGNETIC: N = NO MAGNETIC MATERIAL
 DF4632_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DF4632_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DF4632+SATELLITE: SATELLITE OBSERVATIONS - June 13, 2023
 DF4632
 DF4632  HISTORY     - Date     Condition        Report By
 DF4632  HISTORY     - 1978     MONUMENTED       MNHD
 DF4632  HISTORY     - 20010815 GOOD             MNDT
 DF4632  HISTORY     - 20120420 GOOD             MNDT
 DF4632  HISTORY     - 20230613 GOOD             MNDT
 DF4632
 DF4632                          STATION DESCRIPTION
 DF4632
 DF4632'DESCRIBED BY MN DEPT OF TRANSP 2001 (WAS)
 DF4632'THE MARK WAS RECOVERED IN GOOD CONDITION.  IT IS IN BEMIDJI, 0.5 MI
 DF4632'(0.8 KM) SOUTH OF NORTH JCT OF TH 2 AND TH 71, IN RAIL AT SOUTHWEST
 DF4632'CORNER OF SB TH 71 BRIDGE NO 04008 UNDER SB TH 71, (2ND BRIDGE
 DF4632'SOUTHEAST OF AIRPORT AND HOLIDAY INN), 13.5 FT (4.1 M) SOUTHEAST OF SB
 DF4632'TH 71, 9.4 FT (2.9 M) NORTHEAST OF SOUTHWEST CORNER OF BRIDGE, AT TH
 DF4632'71 STA 122+25.  DISK SET IN BRIDGE WHEN BUILT IN 1978 THEN STAMPED IN
 DF4632'1980.
 DF4632
 DF4632                          STATION RECOVERY (2012)
 DF4632
 DF4632'RECOVERY NOTE BY MN DEPT OF TRANSP 2012 (KMS)
 DF4632'2.00 MI (3.2 KM) WEST-NORTHWEST OF BEMIDJI, IN BRIDGE RAIL IN
 DF4632'SOUTHWEST CORNER OF SOUTHBOUND INTERSTATE HIGHWAY 71 BRIDGE NUMBER
 DF4632'04008 OVER NORTHBOUND AND SOUTHBOUND INTERSTATE HIGHWAY 2 (TRUNK
 DF4632'HIGHWAY 71), 0.5 MI (0.8 KM) SOUTH ALONG SOUTHBOUND INTERSTATE HIGHWAY
 DF4632'71  FROM THE JUNCTION OF INTERSTATE 71 AND INTERSTATE HIGHWAY 2
 DF4632'(INTERSTATE HIGHWAY 197) TO THE NORTH, AT INTERSTATE HIGHWAY 71
 DF4632'STATION 122+25, 13.5 FT (4.1 M) SOUTHEAST OF SOUTHBOUND TRUNK HIGHWAY
 DF4632'71, 9.4 FT (2.9 M) NORTHEAST OF THE SOUTHWEST CORNER OF BRIDGE.  DISK
 DF4632'SET IN BRIDGE WHEN BUILT IN 1978 THEN STAMPED WHEN USED IN 1980.
 DF4632
 DF4632                          STATION RECOVERY (2023)
 DF4632
 DF4632'RECOVERY NOTE BY MN DEPT OF TRANSP 2023 (RMJ)
 DF4632'2.0 MI (3.2 KM) WEST-NORTHWEST OF BEMIDJI, IN A BRIDGE RAIL IN THE
 DF4632'SOUTHWEST CORNER OF SOUTHBOUND TRUNK HIGHWAY 71 BRIDGE NUMBER 04008
 DF4632'OVER NORTHBOUND AND SOUTHBOUND TRUNK HIGHWAY 2 (TRUNK HIGHWAY 71), 0.5
 DF4632'MI (0.8 KM) SOUTH ALONG SOUTHBOUND TRUNK HIGHWAY 71 FROM THE JUNCTION
 DF4632'OF TRUNK HIGHWAY 71 AND TRUNK HIGHWAY 2 (TRUNK HIGHWAY 197) TO THE
 DF4632'NORTH, AT TRUNK HIGHWAY 71 STATION 122+25, 13.5 FT (4.1 M) SOUTHEAST
 DF4632'OF SOUTHBOUND TRUNK HIGHWAY 71, 9.4 FT (2.9 M) NORTHEAST OF THE
 DF4632'SOUTHWEST CORNER OF A BRIDGE.  THE DISK WAS SET IN THE BRIDGE WHEN
 DF4632'BUILT IN 1978 THEN STAMPED WHEN USED IN 1980.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DF4633 ***********************************************************************
 DF4633  DESIGNATION -  0406 Y
 DF4633  PID         -  DF4633
 DF4633  STATE/COUNTY-  MN/BELTRAMI
 DF4633  COUNTRY     -  US
 DF4633  USGS QUAD   -  BEMIDJI WEST (2019)
 DF4633
 DF4633                         *CURRENT SURVEY CONTROL
 DF4633  ______________________________________________________________________
 DF4633* NAD 83(1986) POSITION- 47 29 31.09   (N) 094 55 11.85   (W)   HD_HELD1
 DF4633* NAVD 88 ORTHO HEIGHT -   430.051 (meters)     1410.93  (feet) ADJUSTED
 DF4633  ______________________________________________________________________
 DF4633  GEOID HEIGHT    -        -28.099 (meters)                     GEOID18
 DF4633  DYNAMIC HEIGHT  -        430.094 (meters)     1411.07  (feet) COMP
 DF4633  MODELED GRAVITY -    980,698.0   (mgal)                       NAVD 88
 DF4633
 DF4633  VERT ORDER      -  SECOND    CLASS I
 DF4633
 DF4633.The horizontal coordinates were determined by differentially corrected
 DF4633.hand held GPS observations or other comparable positioning techniques
 DF4633.and have an estimated accuracy of +/- 3 meters.
 DF4633
 DF4633.The orthometric height was determined by differential leveling and
 DF4633.adjusted by the NATIONAL GEODETIC SURVEY
 DF4633.in August 2019.
 DF4633
 DF4633.Significant digits in the geoid height do not necessarily reflect accuracy.
 DF4633.GEOID18 height accuracy estimate available here.
 DF4633
 DF4633.Click photographs - Photos may exist for this station.
 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     -   211,894.6     662,880.5     MT  (+/- 3 meters HH1 GPS) 
 DF4633
 DF4633_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUN5538161623(NAD 83)
 DF4633
 DF4633                          SUPERSEDED SURVEY CONTROL
 DF4633
 DF4633  NAVD 88 (08/10/04)  430.053  (m)         1410.93   (f) SUPERSEDED  2 1
 DF4633
 DF4633.Superseded values are not recommended for survey control.
 DF4633
 DF4633.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF4633.See file dsdata.pdf to determine how the superseded data were derived.
 DF4633
 DF4633_MARKER: DV = VERTICAL CONTROL DISK
 DF4633_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DF4633_SP_SET: BRIDGE RAILING
 DF4633_STAMPING: 0406 Y 1980
 DF4633_MARK LOGO: MNHD
 DF4633_MAGNETIC: N = NO MAGNETIC MATERIAL
 DF4633_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DF4633_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DF4633+SATELLITE: SATELLITE OBSERVATIONS - June 13, 2023
 DF4633
 DF4633  HISTORY     - Date     Condition        Report By
 DF4633  HISTORY     - 1978     MONUMENTED       MNHD
 DF4633  HISTORY     - 20010815 GOOD             MNDT
 DF4633  HISTORY     - 20120420 GOOD             MNDT
 DF4633  HISTORY     - 20230613 GOOD             MNDT
 DF4633
 DF4633                          STATION DESCRIPTION
 DF4633
 DF4633'DESCRIBED BY MN DEPT OF TRANSP 2001 (WAS)
 DF4633'THE MARK WAS RECOVERED IN GOOD CONDITION.  IT IS IN BEMIDJI, 0.5 MI
 DF4633'(0.8 KM) SOUTH OF NORTH JCT OF TH 2 AND TH 71, IN SOUTHEAST CORNER OF
 DF4633'SB TH 71 BRIDGE 04008 IN BRIDGE RAIL (2ND BRIDGE SOUTHEAST OF AIRPORT
 DF4633'AND HOLIDAY INN), 13.5 FT (4.1 M) SOUTHEAST OF SB TH 71, 8.0 FT
 DF4633'(2.4 M) SOUTHWEST OF SOUTHWEST CORNER OF BRIDGE, AT TH 71 STA 127+25.
 DF4633'DISK SET IN BRIDGE BUILT IN 1978, STAMPED IN 1980.
 DF4633
 DF4633                          STATION RECOVERY (2012)
 DF4633
 DF4633'RECOVERY NOTE BY MN DEPT OF TRANSP 2012 (KMS)
 DF4633'1.98 MI (3.2 KM) WEST-NORTHWEST OF BEMIDJI, IN BRIDGE RAIL IN
 DF4633'NORTHEAST CORNER OF SOUTHBOUND INTERSTATE HIGHWAY 71 BRIDGE NUMBER
 DF4633'04008 OVER NORTHBOUND AND SOUTHBOUND INTERSTATE HIGHWAY 2 (TRUNK
 DF4633'HIGHWAY 71), 0.4 MI (0.6 KM) SOUTH ALONG SOUTHBOUND INTERSTATE HIGHWAY
 DF4633'71  FROM THE JUNCTION OF INTERSTATE 71 AND INTERSTATE HIGHWAY 2
 DF4633'(INTERSTATE HIGHWAY 197) TO THE NORTH, AT INTERSTATE HIGHWAY 71
 DF4633'STATION 127+25, 13.5 FT (4.1 M) SOUTHEAST OF SOUTHBOUND INTERSTATE
 DF4633'HIGHWAY 71, 8.0 FT (2.4 M) SOUTHWEST OF THE SOUTHWEST CORNER OF
 DF4633'BRIDGE.  DISK SET IN BRIDGE WHEN BUILT IN 1978 THEN STAMPED WHEN USED
 DF4633'IN 1980.
 DF4633
 DF4633                          STATION RECOVERY (2023)
 DF4633
 DF4633'RECOVERY NOTE BY MN DEPT OF TRANSP 2023 (RMJ)
 DF4633'1.98 MI (3.19 KM) WEST-NORTHWEST OF BEMIDJI, IN A BRIDGE RAIL IN THE
 DF4633'NORTHEAST CORNER OF SOUTHBOUND TRUNK HIGHWAY 71 BRIDGE NUMBER 04008
 DF4633'OVER NORTHBOUND AND SOUTHBOUND TRUNK HIGHWAY 2 (TRUNK HIGHWAY 71), 0.4
 DF4633'MI (0.6 KM) SOUTH ALONG SOUTHBOUND TRUNK HIGHWAY 71 FROM THE JUNCTION
 DF4633'OF TRUNK HIGHWAY 71 AND TRUNK HIGHWAY 2 (TRUNK HIGHWAY 197) TO THE
 DF4633'NORTH, AT TRUNK HIGHWAY 71 STATION 127+25, 13.5 FT (4.1 M) SOUTHEAST
 DF4633'OF SOUTHBOUND TRUNK HIGHWAY 71, 8.0 FT (2.4 M) SOUTHWEST OF THE
 DF4633'SOUTHWEST CORNER OF A BRIDGE.  THE DISK WAS SET IN THE BRIDGE WHEN
 DF4633'BUILT IN 1978 THEN STAMPED WHEN USED IN 1980.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DL9733 ***********************************************************************
 DL9733  DESIGNATION -  0407 A
 DL9733  PID         -  DL9733
 DL9733  STATE/COUNTY-  MN/BELTRAMI
 DL9733  COUNTRY     -  US
 DL9733  USGS QUAD   -  BEMIDJI EAST (2019)
 DL9733
 DL9733                         *CURRENT SURVEY CONTROL
 DL9733  ______________________________________________________________________
 DL9733* NAD 83(1986) POSITION- 47 27 28.     (N) 094 51 50.     (W)   SCALED
 DL9733* NAVD 88 ORTHO HEIGHT -   414.132 (meters)     1358.70  (feet) ADJUSTED
 DL9733  ______________________________________________________________________
 DL9733  GEOID HEIGHT    -        -28.126 (meters)                     GEOID18
 DL9733  DYNAMIC HEIGHT  -        414.170 (meters)     1358.82  (feet) COMP
 DL9733  MODELED GRAVITY -    980,693.0   (mgal)                       NAVD 88
 DL9733
 DL9733  VERT ORDER      -  SECOND    CLASS I
 DL9733
 DL9733.The horizontal coordinates were scaled from a map and have
 DL9733.an estimated accuracy of +/- 6 seconds.
 DL9733
 DL9733.The orthometric height was determined by differential leveling and
 DL9733.adjusted by the NATIONAL GEODETIC SURVEY
 DL9733.in August 2019.
 DL9733
 DL9733.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL9733.GEOID18 height accuracy estimate available here.
 DL9733
 DL9733.Click photographs - Photos may exist for this station.
 DL9733
 DL9733.The dynamic height is computed by dividing the NAVD 88
 DL9733.geopotential number by the normal gravity value computed on the
 DL9733.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL9733.degrees latitude (g = 980.6199 gals.).
 DL9733
 DL9733.The modeled gravity was interpolated from observed gravity values.
 DL9733
 DL9733;                    North         East    Units  Estimated Accuracy
 DL9733;SPC MN N     -   208,000.      667,020.      MT  (+/- 180 meters Scaled)
 DL9733
 DL9733_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUN595577(NAD 83)
 DL9733
 DL9733                          SUPERSEDED SURVEY CONTROL
 DL9733
 DL9733  NAVD 88 (09/23/10)  414.134  (m)         1358.70   (f) SUPERSEDED  2 1
 DL9733
 DL9733.Superseded values are not recommended for survey control.
 DL9733
 DL9733.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL9733.See file dsdata.pdf to determine how the superseded data were derived.
 DL9733
 DL9733_MARKER: DB = BENCH MARK DISK
 DL9733_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 DL9733+WITH SETTING: PAVEMENT
 DL9733_SP_SET: FLAGPOLE BASE
 DL9733_STAMPING: 0407 A 1968
 DL9733_MARK LOGO: MNHD
 DL9733_MAGNETIC: N = NO MAGNETIC MATERIAL
 DL9733_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DL9733+STABILITY: SURFACE MOTION
 DL9733_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DL9733+SATELLITE: SATELLITE OBSERVATIONS - February 17, 2005
 DL9733
 DL9733  HISTORY     - Date     Condition        Report By
 DL9733  HISTORY     - 1968     MONUMENTED       MNHD
 DL9733  HISTORY     - 20030918 GOOD             MNDT
 DL9733  HISTORY     - 20050217 GOOD             MNDT
 DL9733  HISTORY     - 20070404 MARK NOT FOUND   MNDT
 DL9733  HISTORY     - 20230613 MARK NOT FOUND   MNDT
 DL9733
 DL9733                          STATION DESCRIPTION
 DL9733
 DL9733'DESCRIBED BY MN DEPT OF TRANSP 2003 (MPP)
 DL9733'THE MARK WAS RECOVERED IN GOOD CONDITION.  THE STATION IS LOCATED
 DL9733'ABOUT 9.6 MI (15.4 KM) WEST-SOUTHWEST OF ANDRUSIA, 7.2 MI (11.6 KM)
 DL9733'EAST-SOUTHEAST OF WILTON AND 1.3 MI (2.1 KM) SOUTHEAST OF BEMIDJI.
 DL9733'
 DL9733'TO REACH THE MARK IN BEMIDJI, GO 92 FT (28.0 M) WEST OF OLD TRUNK
 DL9733'HIGHWAY 2 (PAUL BUNYON DRIVE), AT TRUNK HIGHWAY 2 STATION 19+82, AT
 DL9733'TRUNK HIGHWAY 197 MILE POINT 1.85, IN CONCRETE BASE OF FLAGPOLE AT
 DL9733'HIGHWAY DEPARTMENT BUILDING, 10 FT (3.0 M) SOUTH OF ENTRANCE TO
 DL9733'BUILDING, 23.3 FT (7.1 M) EAST OF EAST WALL OF FIRST FLOOR OF BRICK
 DL9733'BUILDING.
 DL9733
 DL9733                          STATION RECOVERY (2005)
 DL9733
 DL9733'RECOVERY NOTE BY MN DEPT OF TRANSP 2005 (WAS)
 DL9733'A NEW DESCRIPTION FOLLOWS.  THE MARK IS IN BEMIDJI, 92 FT (28.0 M)
 DL9733'WEST OF OLD TRUNK HIGHWAY 2 (PAUL BUNYON DRIVE), AT TRUNK HIGHWAY 197
 DL9733'MILE POINT 1.85, IN BASE OF FLAGPOLE AT HIGHWAY DEPARTMENT BUILDING.
 DL9733'
 DL9733'IT IS 10 FT (3.0 M) SOUTH OF ENTRANCE TO BUILDING, 23.3 FT (7.1 M)
 DL9733'EAST OF EAST WALL OF FIRST FLOOR OF BRICK BUILDING, AT TRUNK HIGHWAY 2
 DL9733'STATION 19+82.
 DL9733
 DL9733                          STATION RECOVERY (2007)
 DL9733
 DL9733'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (DJS)
 DL9733'MARK NOT FOUND.
 DL9733
 DL9733                          STATION RECOVERY (2023)
 DL9733
 DL9733'RECOVERY NOTE BY MN DEPT OF TRANSP 2023 (AJH)
 DL9733'AFTER A THOROUGH FIELD SEARCH MARK WAS NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 SK0866 ***********************************************************************
 SK0866  DESIGNATION -  0409 B RESET
 SK0866  PID         -  SK0866
 SK0866  STATE/COUNTY-  MN/BELTRAMI
 SK0866  COUNTRY     -  US
 SK0866  USGS QUAD   -  BEMIDJI EAST (2019)
 SK0866
 SK0866                         *CURRENT SURVEY CONTROL
 SK0866  ______________________________________________________________________
 SK0866* NAD 83(1996) POSITION- 47 25 51.46245(N) 094 51 48.79716(W)   NO CHECK
 SK0866* NAVD 88 ORTHO HEIGHT -   429.634 (meters)     1409.56  (feet) ADJUSTED
 SK0866  ______________________________________________________________________
 SK0866  GEOID HEIGHT    -        -28.104 (meters)                     GEOID18
 SK0866  LAPLACE CORR    -         -1.92  (seconds)                    DEFLEC18
 SK0866  DYNAMIC HEIGHT  -        429.672 (meters)     1409.68  (feet) COMP
 SK0866  MODELED GRAVITY -    980,689.6   (mgal)                       NAVD 88
 SK0866
 SK0866  HORZ ORDER      -  THIRD
 SK0866  VERT ORDER      -  SECOND    CLASS I
 SK0866
 SK0866.The horizontal coordinates were established by classical geodetic methods
 SK0866.and adjusted by the National Geodetic Survey in March 1999.
 SK0866
 SK0866.No horizontal observational check was made to the station.
 SK0866
 SK0866.The orthometric height was determined by differential leveling and
 SK0866.adjusted by the NATIONAL GEODETIC SURVEY
 SK0866.in August 2019.
 SK0866
 SK0866.Significant digits in the geoid height do not necessarily reflect accuracy.
 SK0866.GEOID18 height accuracy estimate available here.
 SK0866
 SK0866.Click photographs - Photos may exist for this station.
 SK0866
 SK0866.The Laplace correction was computed from DEFLEC18 derived deflections.
 SK0866
 SK0866.The dynamic height is computed by dividing the NAVD 88
 SK0866.geopotential number by the normal gravity value computed on the
 SK0866.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SK0866.degrees latitude (g = 980.6199 gals.).
 SK0866
 SK0866.The modeled gravity was interpolated from observed gravity values.
 SK0866
 SK0866. The following values were computed from the NAD 83(1996) position.
 SK0866
 SK0866;                    North         East     Units Scale Factor Converg.
 SK0866;SPC MN N     -   205,015.591   666,974.578   MT  0.99992759   -1 18 25.9
 SK0866;SPC MN N     -   672,621.98  2,188,232.43   sFT  0.99992759   -1 18 25.9
 SK0866;SPC MN C     -   370,393.802   753,707.600   MT  1.00010567   -0 26 37.8
 SK0866;SPC MN C     - 1,215,200.33  2,472,789.02   sFT  1.00010567   -0 26 37.8
 SK0866;UTM  15      - 5,254,740.555   359,467.480   MT  0.99984271   -1 22 21.6
 SK0866
 SK0866!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SK0866!SPC MN N     -   0.99993707  x   0.99992759  =   0.99986466
 SK0866!SPC MN C     -   0.99993707  x   1.00010567  =   1.00004273
 SK0866!UTM  15      -   0.99993707  x   0.99984271  =   0.99977979
 SK0866
 SK0866_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUN5946754740(NAD 83)
 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  NAVD 88 (08/10/04)  429.635  (m)         1409.56   (f) SUPERSEDED  2 1
 SK0866  NGVD 29             429.32   (m)         1408.5    (f) LEVELING    3  
 SK0866
 SK0866.Superseded values are not recommended for survey control.
 SK0866
 SK0866.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SK0866.See file dsdata.pdf to determine how the superseded data were derived.
 SK0866
 SK0866_MARKER: DV = VERTICAL CONTROL DISK
 SK0866_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 SK0866_SP_SET: BRIDGE RAILING
 SK0866_STAMPING: 0409 B RESET 1980
 SK0866_MARK LOGO: MNHD
 SK0866_MAGNETIC: N = NO MAGNETIC MATERIAL
 SK0866_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 SK0866_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 SK0866+SATELLITE: SATELLITE OBSERVATIONS - June 14, 2023
 SK0866
 SK0866  HISTORY     - Date     Condition        Report By
 SK0866  HISTORY     - 1980     MONUMENTED       MNHD
 SK0866  HISTORY     - 19990401 GOOD             MNDT
 SK0866  HISTORY     - 20010815 GOOD             MNDT
 SK0866  HISTORY     - 20020819 GOOD             MNDT
 SK0866  HISTORY     - 20030918 GOOD             MNDT
 SK0866  HISTORY     - 20101122 GOOD             MNDT
 SK0866  HISTORY     - 20230614 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.  IT IS 1 MI (1.6 KM)
 SK0866'SOUTH-SOUTHEAST OF BEMIDJI, IN RAIL AT SOUTHEAST CORNER OF TH 71
 SK0866'BRIDGE NO 04012 OVER TH 2, 31.3 FT (9.5 M) EAST OF TH 71, 1.6 FT
 SK0866'(0.5 M) NORTH OF SOUTH END OF RAILING, 11.9 FT (3.6 M)
 SK0866'NORTH-NORTHWEST OF WITNESS POST, 12.21 FT (3.72 M) NORTH OF STA COWBOY
 SK0866'MNDT.  DISK SET IN BRIDGE WHEN BUILT IN 1979 THEN STAMPED IN 1980.
 SK0866
 SK0866                          STATION RECOVERY (2002)
 SK0866
 SK0866'RECOVERY NOTE BY MN DEPT OF TRANSP 2002 (WAS)
 SK0866'THE MARK IS 1 MI (1.6 KM) SOUTH-SOUTHEAST OF BEMIDJI, IN A BRIDGE RAIL
 SK0866'AT SOUTHEAST CORNER OF TH 71 BRIDGE NO 04012 OVER TH 2, 31.3 FT (9.5
 SK0866'M) EAST OF TH 71, 1.6 FT (0.5 M) NORTH OF SOUTH END OF RAILING, 11.9
 SK0866'FT (3.6 M) NORTH-NORTHWEST OF A WITNESS POST, 12.21 FT (3.72 M) NORTH
 SK0866'OF STATION COWBOY MNDT.  CORRECTION, DISK STAMPED 1980 WAS RESET IN
 SK0866'BRIDGE IN 1981.
 SK0866
 SK0866                          STATION RECOVERY (2003)
 SK0866
 SK0866'RECOVERY NOTE BY MN DEPT OF TRANSP 2003 (MPP)
 SK0866'RECOVERED AS DESCRIBED.
 SK0866
 SK0866                          STATION RECOVERY (2010)
 SK0866
 SK0866'RECOVERY NOTE BY MN DEPT OF TRANSP 2010 (WAS)
 SK0866'RECOVERED AS DESCRIBED.
 SK0866
 SK0866                          STATION RECOVERY (2023)
 SK0866
 SK0866'RECOVERY NOTE BY MN DEPT OF TRANSP 2023 (TJD)
 SK0866'1.0 MI (1.6 KM) SOUTH-SOUTHEAST OF BEMIDJI, IN A BRIDGE RAILING, AT
 SK0866'THE SOUTHEAST CORNER OF TRUNK HIGHWAY 71 BRIDGE NUMBER 04012-1979 OVER
 SK0866'TRUNK HIGHWAY 2, 31.3 FT (9.5 M) EAST OF TRUNK HIGHWAY 71, 12.21 FT
 SK0866'(3.7 M) NORTH OF STATION COWBOY MNDT, 1.6 FT (0.5 M) NORTH OF THE
 SK0866'SOUTH END OF A RAILING, 11.9 FT (3.6 M) NORTH-NORTHWEST OF A WITNESS
 SK0866'POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DF4621 ***********************************************************************
 DF4621  DESIGNATION -  0409 D
 DF4621  PID         -  DF4621
 DF4621  STATE/COUNTY-  MN/BELTRAMI
 DF4621  COUNTRY     -  US
 DF4621  USGS QUAD   -  BEMIDJI EAST (2019)
 DF4621
 DF4621                         *CURRENT SURVEY CONTROL
 DF4621  ______________________________________________________________________
 DF4621* NAD 83(1986) POSITION- 47 25 55.4    (N) 094 51 48.8    (W)   HD_HELD2
 DF4621* NAVD 88 ORTHO HEIGHT -   430.172 (meters)     1411.32  (feet) ADJUSTED
 DF4621  ______________________________________________________________________
 DF4621  GEOID HEIGHT    -        -28.105 (meters)                     GEOID18
 DF4621  DYNAMIC HEIGHT  -        430.211 (meters)     1411.45  (feet) COMP
 DF4621  MODELED GRAVITY -    980,689.8   (mgal)                       NAVD 88
 DF4621
 DF4621  VERT ORDER      -  SECOND    CLASS I
 DF4621
 DF4621.The horizontal coordinates were established by autonomous hand held GPS
 DF4621.observations and have an estimated accuracy of +/- 10 meters.
 DF4621
 DF4621.The orthometric height was determined by differential leveling and
 DF4621.adjusted by the NATIONAL GEODETIC SURVEY
 DF4621.in August 2019.
 DF4621
 DF4621.Significant digits in the geoid height do not necessarily reflect accuracy.
 DF4621.GEOID18 height accuracy estimate available here.
 DF4621
 DF4621.Click photographs - Photos may exist for this station.
 DF4621
 DF4621.The dynamic height is computed by dividing the NAVD 88
 DF4621.geopotential number by the normal gravity value computed on the
 DF4621.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DF4621.degrees latitude (g = 980.6199 gals.).
 DF4621
 DF4621.The modeled gravity was interpolated from observed gravity values.
 DF4621
 DF4621;                    North         East    Units  Estimated Accuracy
 DF4621;SPC MN N     -   205,137.      666,977.      MT  (+/- 10 meters HH2 GPS)
 DF4621
 DF4621_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUN5947054862(NAD 83)
 DF4621
 DF4621                          SUPERSEDED SURVEY CONTROL
 DF4621
 DF4621  NAVD 88 (08/10/04)  430.173  (m)         1411.33   (f) SUPERSEDED  2 1
 DF4621
 DF4621.Superseded values are not recommended for survey control.
 DF4621
 DF4621.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF4621.See file dsdata.pdf to determine how the superseded data were derived.
 DF4621
 DF4621_MARKER: DV = VERTICAL CONTROL DISK
 DF4621_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DF4621_SP_SET: BRIDGE RAILING
 DF4621_STAMPING: 0409 D 1980
 DF4621_MARK LOGO: MNHD
 DF4621_MAGNETIC: N = NO MAGNETIC MATERIAL
 DF4621_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DF4621_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DF4621+SATELLITE: SATELLITE OBSERVATIONS - June 14, 2023
 DF4621
 DF4621  HISTORY     - Date     Condition        Report By
 DF4621  HISTORY     - 19800401 MONUMENTED       MNHD
 DF4621  HISTORY     - 20010815 GOOD             MNDT
 DF4621  HISTORY     - 20030918 GOOD             MNDT
 DF4621  HISTORY     - 20101122 GOOD             MNDT
 DF4621  HISTORY     - 20230614 GOOD             MNDT
 DF4621
 DF4621                          STATION DESCRIPTION
 DF4621
 DF4621'DESCRIBED BY MN DEPT OF TRANSP 2001 (WAS)
 DF4621'THE MARK WAS RECOVERED IN GOOD CONDITION.  THE MARK IS 1 MI (1.6 KM)
 DF4621'SOUTH OF BEMIDJI, IN RAIL AT NE COR OF TH 71 BRDG NO 04012 OVER TH 2,
 DF4621'31.5 FT (9.6 M) EAST OF TH 71, 1.3 FT (0.4 M) SOUTH OF NE COR OF BRDG,
 DF4621'AT TH 71 STA 88+05.  UNKNOWN REASON WHY DISK HAS A STAMPING YEAR OF
 DF4621'1962 WHEN BRDG WAS BUILT IN 1980.
 DF4621
 DF4621                          STATION RECOVERY (2003)
 DF4621
 DF4621'RECOVERY NOTE BY MN DEPT OF TRANSP 2003 (MPP)
 DF4621'THE MARK WAS RECOVERED IN GOOD CONDITION.
 DF4621'
 DF4621'THE STATION IS LOCATED ABOUT 9.7 MI (15.6 KM) NORTH-NORTHWEST OF
 DF4621'GUTHRIE, 8.1 MI (13.0 KM) SOUTHEAST OF WILTON AND 3.0 MI (4.8 KM)
 DF4621'SOUTH-SOUTHEAST OF BEMIDJI.
 DF4621'
 DF4621'TO REACH THE MARK GO 1 MI (1.6 KM) SOUTH OF BEMIDJI, IN RAIL AT
 DF4621'NORTHEAST CORNER OF TRUNK HIGHWAY 71 BRIDGE NUMBER 04012 OVER TRUNK
 DF4621'HIGHWAY 2, 31.5 FT (9.6 M) EAST OF TRUNK HIGHWAY 71, 1.3 FT (0.4 M)
 DF4621'SOUTH OF THE NORTHEAST CORNER OF BRIDGE, AT TRUNK HIGHWAY 71 STATION
 DF4621'88+05.
 DF4621
 DF4621                          STATION RECOVERY (2010)
 DF4621
 DF4621'RECOVERY NOTE BY MN DEPT OF TRANSP 2010 (WAS)
 DF4621'1.0 MI (1.6 KM) SOUTH OF BEMIDJI, IN NORTHEAST CORNER OF TRUNK HIGHWAY
 DF4621'71 BRIDGE 04012 OVER TRUNK HIGHWAY 2 IN BRIDGE RAIL, 31.5 FT (9.6 M)
 DF4621'EAST OF TRUNK HIGHWAY 71, 1.3 FT (0.4 M) SOUTH OF THE NORTHEAST CORNER
 DF4621'OF BRIDGE.
 DF4621
 DF4621                          STATION RECOVERY (2023)
 DF4621
 DF4621'RECOVERY NOTE BY MN DEPT OF TRANSP 2023 (TJD)
 DF4621'1.0 MI (1.6 KM) SOUTH OF BEMIDJI, IN THE NORTHEAST CORNER OF TRUNK
 DF4621'HIGHWAY 71 BRIDGE NUMBER 04012 OVER TRUNK HIGHWAY 2 IN A BRIDGE RAIL,
 DF4621'31.5 FT (9.6 M) EAST OF TRUNK HIGHWAY 71, 1.3 FT (0.4 M) SOUTH OF THE
 DF4621'NORTHEAST CORNER OF A BRIDGE.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DP2251 ***********************************************************************
 DP2251  DESIGNATION -  0410
 DP2251  PID         -  DP2251
 DP2251  STATE/COUNTY-  MN/BELTRAMI
 DP2251  COUNTRY     -  US
 DP2251  USGS QUAD   -  TURTLE RIVER (2019)
 DP2251
 DP2251                         *CURRENT SURVEY CONTROL
 DP2251  ______________________________________________________________________
 DP2251* NAD 83(2011) POSITION- 47 36 04.34932(N) 094 45 26.18889(W)   ADJUSTED
 DP2251* NAD 83(2011) ELLIP HT-   377.093 (meters)        (11/22/22)   ADJUSTED
 DP2251* NAD 83(2011) EPOCH   -  2010.00
 DP2251* NAVD 88 ORTHO HEIGHT -   405.224 (meters)     1329.47  (feet) ADJUSTED
 DP2251  ______________________________________________________________________
 DP2251  GEOID HEIGHT    -        -28.128 (meters)                     GEOID18
 DP2251  NAD 83(2011) X  -   -357,350.840 (meters)                     COMP
 DP2251  NAD 83(2011) Y  - -4,293,975.813 (meters)                     COMP
 DP2251  NAD 83(2011) Z  -  4,687,370.952 (meters)                     COMP
 DP2251  LAPLACE CORR    -          0.04  (seconds)                    DEFLEC18
 DP2251  DYNAMIC HEIGHT  -        405.275 (meters)     1329.64  (feet) COMP
 DP2251  MODELED GRAVITY -    980,724.4   (mgal)                       NAVD 88
 DP2251
 DP2251  VERT ORDER      -  SECOND    CLASS I
 DP2251
 DP2251  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DP2251  Standards:
 DP2251         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DP2251            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DP2251  -------------------------------------------------------------------
 DP2251  NETWORK    0.80   1.29           0.37   0.27   0.66     -0.12702792
 DP2251  -------------------------------------------------------------------
 DP2251  Click here for local accuracies and other accuracy information.
 DP2251
 DP2251.The horizontal coordinates were established by GPS observations
 DP2251.and adjusted by the MN DEPT OF TRANSP in November 2022.
 DP2251
 DP2251.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DP2251.been affixed to the stable North American tectonic plate. See 
 DP2251.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DP2251
 DP2251.The horizontal coordinates are valid at the epoch date displayed above
 DP2251.which is a decimal equivalence of Year/Month/Day.
 DP2251
 DP2251.The orthometric height was determined by differential leveling and
 DP2251.adjusted by the NATIONAL GEODETIC SURVEY
 DP2251.in September 2014.
 DP2251
 DP2251.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP2251.GEOID18 height accuracy estimate available here.
 DP2251
 DP2251.Click photographs - Photos may exist for this station.
 DP2251
 DP2251.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DP2251
 DP2251.The Laplace correction was computed from DEFLEC18 derived deflections.
 DP2251
 DP2251.The ellipsoidal height was determined by GPS observations
 DP2251.and is referenced to NAD 83.
 DP2251
 DP2251.The dynamic height is computed by dividing the NAVD 88
 DP2251.geopotential number by the normal gravity value computed on the
 DP2251.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP2251.degrees latitude (g = 980.6199 gals.).
 DP2251
 DP2251.The modeled gravity was interpolated from observed gravity values.
 DP2251
 DP2251. The following values were computed from the NAD 83(2011) position.
 DP2251
 DP2251;                    North         East     Units Scale Factor Converg.
 DP2251;SPC MN N     -   223,760.455   675,395.795   MT  0.99991113   -1 13 42.3
 DP2251;SPC MN N     -   734,120.76  2,215,861.04   sFT  0.99991113   -1 13 42.3
 DP2251;UTM  15      - 5,273,473.793   367,910.018   MT  0.99981441   -1 17 52.4
 DP2251
 DP2251!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DP2251!SPC MN N     -   0.99994090  x   0.99991113  =   0.99985203
 DP2251!UTM  15      -   0.99994090  x   0.99981441  =   0.99975532
 DP2251
 DP2251_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUN6791073473(NAD 83)
 DP2251
 DP2251                          SUPERSEDED SURVEY CONTROL
 DP2251
 DP2251.No superseded survey control is available for this station.
 DP2251
 DP2251_MARKER: I = METAL ROD
 DP2251_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DP2251_STAMPING: 0410 BM 2012
 DP2251_MARK LOGO: MNDT
 DP2251_PROJECTION: RECESSED 3 CENTIMETERS
 DP2251_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DP2251_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DP2251_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP2251+SATELLITE: SATELLITE OBSERVATIONS - September 15, 2022
 DP2251_ROD/PIPE-DEPTH: 12.2 meters
 DP2251
 DP2251  HISTORY     - Date     Condition        Report By
 DP2251  HISTORY     - 20120918 MONUMENTED       MNDT
 DP2251  HISTORY     - 20200130 GOOD             MNDT
 DP2251  HISTORY     - 20220915 GOOD             MNDT
 DP2251
 DP2251                          STATION DESCRIPTION
 DP2251
 DP2251'DESCRIBED BY MN DEPT OF TRANSP 2012
 DP2251'THE STATION IS LOCATED ABOUT 8.8 MI (14.2 KM) SOUTHEAST OF PUPOSKY,
 DP2251'5.4 MI (8.7 KM) SOUTHWEST OF TENSTRIKE AND 1.0 MI (1.6 KM)
 DP2251'NORTH-NORTHWEST OF TURTLE RIVER.
 DP2251'
 DP2251'TO REACH THE MARK AT THE JUNCTION OF TRUNK HIGHWAY 71 AND COUNTY ROAD
 DP2251'57 IN TURTLE RIVER, AT TRUNK HIGHWAY 71 MILE POINT 323.3.
 DP2251'
 DP2251'THE MARK IS LOCATED 98.3 FT (30.0 M) SOUTHEAST OF TRUNK HIGHWAY 71,
 DP2251'47.9 FT (14.6 M) SOUTHWEST OF COUNTY ROAD 21/BEMIDJI ROAD NORTHEAST,
 DP2251'2.5 FT (0.8 M) NORTHWEST OF RIGHT-OF-WAY POST, 2.5 FT (0.8 M)
 DP2251'NORTHWEST OF A WITNESS POST.
 DP2251'
 DP2251'NOTE - THE STATION MARK CONSISTS OF A 3/4 INCH (19 MM) DIAMETER
 DP2251'ALUMINUM ROD DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL MARK
 DP2251'REMOVABLE DISK SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY
 DP2251'A SIX-INCH PVC PIPE BACKFILLED WITH WASHED SAND.
 DP2251
 DP2251                          STATION RECOVERY (2020)
 DP2251
 DP2251'RECOVERY NOTE BY MN DEPT OF TRANSP 2020 (DAS)
 DP2251'IN TURTLE RIVER, AT THE JUNCTION OF TRUNK HIGHWAY 71 AND COUNTY ROAD
 DP2251'57 IN TURTLE RIVER, AT TRUNK HIGHWAY 71 MILE POINT 323.3, 98.3 FT
 DP2251'(30.0 M) SOUTHEAST OF TRUNK HIGHWAY 71, 47.9 FT (14.6 M) SOUTHWEST OF
 DP2251'COUNTY ROAD 21 (BEMIDJI ROAD NORTHEAST), 2.5 FT (0.8 M) NORTHWEST OF A
 DP2251'RIGHT-OF-WAY POST AND A WITNESS POST.
 DP2251
 DP2251                          STATION RECOVERY (2022)
 DP2251
 DP2251'RECOVERY NOTE BY MN DEPT OF TRANSP 2022 (BXG)
 DP2251'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DP2241 ***********************************************************************
 DP2241  DESIGNATION -  0410 AB
 DP2241  PID         -  DP2241
 DP2241  STATE/COUNTY-  MN/BELTRAMI
 DP2241  COUNTRY     -  US
 DP2241  USGS QUAD   -  TURTLE RIVER (2019)
 DP2241
 DP2241                         *CURRENT SURVEY CONTROL
 DP2241  ______________________________________________________________________
 DP2241* NAD 83(2011) POSITION- 47 33 25.83558(N) 094 51 47.70020(W)   ADJUSTED
 DP2241* NAD 83(2011) ELLIP HT-   393.891 (meters)        (11/22/22)   ADJUSTED
 DP2241* NAD 83(2011) EPOCH   -  2010.00
 DP2241* NAVD 88 ORTHO HEIGHT -   422.023 (meters)     1384.59  (feet) ADJUSTED
 DP2241  ______________________________________________________________________
 DP2241  GEOID HEIGHT    -        -28.132 (meters)                     GEOID18
 DP2241  NAD 83(2011) X  -   -365,599.804 (meters)                     COMP
 DP2241  NAD 83(2011) Y  - -4,296,919.932 (meters)                     COMP
 DP2241  NAD 83(2011) Z  -  4,684,080.775 (meters)                     COMP
 DP2241  LAPLACE CORR    -         -1.62  (seconds)                    DEFLEC18
 DP2241  DYNAMIC HEIGHT  -        422.068 (meters)     1384.73  (feet) COMP
 DP2241  MODELED GRAVITY -    980,708.2   (mgal)                       NAVD 88
 DP2241
 DP2241  VERT ORDER      -  SECOND    CLASS I
 DP2241
 DP2241  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DP2241  Standards:
 DP2241         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DP2241            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DP2241  -------------------------------------------------------------------
 DP2241  NETWORK    0.76   1.23           0.35   0.25   0.63     -0.09341262
 DP2241  -------------------------------------------------------------------
 DP2241  Click here for local accuracies and other accuracy information.
 DP2241
 DP2241.The horizontal coordinates were established by GPS observations
 DP2241.and adjusted by the MN DEPT OF TRANSP in November 2022.
 DP2241
 DP2241.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DP2241.been affixed to the stable North American tectonic plate. See 
 DP2241.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DP2241
 DP2241.The horizontal coordinates are valid at the epoch date displayed above
 DP2241.which is a decimal equivalence of Year/Month/Day.
 DP2241
 DP2241.The orthometric height was determined by differential leveling and
 DP2241.adjusted by the NATIONAL GEODETIC SURVEY
 DP2241.in September 2014.
 DP2241
 DP2241.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP2241.GEOID18 height accuracy estimate available here.
 DP2241
 DP2241.Click photographs - Photos may exist for this station.
 DP2241
 DP2241.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DP2241
 DP2241.The Laplace correction was computed from DEFLEC18 derived deflections.
 DP2241
 DP2241.The ellipsoidal height was determined by GPS observations
 DP2241.and is referenced to NAD 83.
 DP2241
 DP2241.The dynamic height is computed by dividing the NAVD 88
 DP2241.geopotential number by the normal gravity value computed on the
 DP2241.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP2241.degrees latitude (g = 980.6199 gals.).
 DP2241
 DP2241.The modeled gravity was interpolated from observed gravity values.
 DP2241
 DP2241. The following values were computed from the NAD 83(2011) position.
 DP2241
 DP2241;                    North         East     Units Scale Factor Converg.
 DP2241;SPC MN N     -   219,042.919   667,317.599   MT  0.99991455   -1 18 25.0
 DP2241;SPC MN N     -   718,643.31  2,189,357.82   sFT  0.99991455   -1 18 25.0
 DP2241;UTM  15      - 5,268,766.371   359,826.844   MT  0.99984146   -1 22 30.8
 DP2241
 DP2241!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DP2241!SPC MN N     -   0.99993827  x   0.99991455  =   0.99985282
 DP2241!UTM  15      -   0.99993827  x   0.99984146  =   0.99977974
 DP2241
 DP2241_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUN5982668766(NAD 83)
 DP2241
 DP2241                          SUPERSEDED SURVEY CONTROL
 DP2241
 DP2241.No superseded survey control is available for this station.
 DP2241
 DP2241_MARKER: DB = BENCH MARK DISK
 DP2241_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 DP2241_STAMPING: 0410 AB 1975
 DP2241_MARK LOGO: MNHD
 DP2241_PROJECTION: FLUSH
 DP2241_MAGNETIC: I = MARKER IS A STEEL ROD
 DP2241_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DP2241_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP2241+SATELLITE: SATELLITE OBSERVATIONS - August 23, 2022
 DP2241
 DP2241  HISTORY     - Date     Condition        Report By
 DP2241  HISTORY     - 19750401 MONUMENTED       MNHD
 DP2241  HISTORY     - 20120816 GOOD             MNDT
 DP2241  HISTORY     - 20180814 GOOD             MNDT
 DP2241  HISTORY     - 20220823 GOOD             MNDT
 DP2241
 DP2241                          STATION DESCRIPTION
 DP2241
 DP2241'DESCRIBED BY MN DEPT OF TRANSP 2012 (KMS)
 DP2241'THE STATION IS LOCATED ABOUT 7.4 MI (11.9 KM) EAST-NORTHEAST OF
 DP2241'WILTON, 5.8 MI (9.3 KM) NORTH OF BEMIDJI AND 5.6 MI (9.0 KM)
 DP2241'WEST-SOUTHWEST OF TURTLE RIVER.
 DP2241'
 DP2241'TO REACH THE 5.2 MI (8.4 KM) NORTHEAST ALONG TRUNK HIGHWAY 71 FROM THE
 DP2241'JUNCTION OF TRUNK HIGHWAY 71 AND TRUNK HIGHWAY 197 IN BEMIDJI, AT
 DP2241'TRUNK HIGHWAY 71 MILE POINT 317.50.
 DP2241'
 DP2241'THE MARK IS LOCATED 100.0 FT (30.5 M) SOUTHEAST OF TRUNK HIGHWAY 71,
 DP2241'30.0 FT (9.1 M) SOUTHWEST OF A FIELD ENTRANCE, 0.5 FT (15 CM)
 DP2241'NORTHEAST OF A WITNESS POST.
 DP2241
 DP2241                          STATION RECOVERY (2018)
 DP2241
 DP2241'RECOVERY NOTE BY MN DEPT OF TRANSP 2018 (TJD)
 DP2241'RECOVERED IN GOOD CONDITION.
 DP2241
 DP2241                          STATION RECOVERY (2022)
 DP2241
 DP2241'RECOVERY NOTE BY MN DEPT OF TRANSP 2022 (AXH)
 DP2241'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DP2242 ***********************************************************************
 DP2242  DESIGNATION -  0410 AC
 DP2242  PID         -  DP2242
 DP2242  STATE/COUNTY-  MN/BELTRAMI
 DP2242  COUNTRY     -  US
 DP2242  USGS QUAD   -  TURTLE RIVER (2019)
 DP2242
 DP2242                         *CURRENT SURVEY CONTROL
 DP2242  ______________________________________________________________________
 DP2242* NAD 83(1986) POSITION- 47 33 44.14   (N) 094 51 10.98   (W)   HD_HELD1
 DP2242* NAVD 88 ORTHO HEIGHT -   432.576 (meters)     1419.21  (feet) ADJUSTED
 DP2242  ______________________________________________________________________
 DP2242  GEOID HEIGHT    -        -28.133 (meters)                     GEOID18
 DP2242  DYNAMIC HEIGHT  -        432.624 (meters)     1419.37  (feet) COMP
 DP2242  MODELED GRAVITY -    980,709.7   (mgal)                       NAVD 88
 DP2242
 DP2242  VERT ORDER      -  SECOND    CLASS I
 DP2242
 DP2242.The horizontal coordinates were determined by differentially corrected
 DP2242.hand held GPS observations or other comparable positioning techniques
 DP2242.and have an estimated accuracy of +/- 3 meters.
 DP2242
 DP2242.The orthometric height was determined by differential leveling and
 DP2242.adjusted by the NATIONAL GEODETIC SURVEY
 DP2242.in September 2014.
 DP2242
 DP2242.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP2242.GEOID18 height accuracy estimate available here.
 DP2242
 DP2242.Click photographs - Photos may exist for this station.
 DP2242
 DP2242.The dynamic height is computed by dividing the NAVD 88
 DP2242.geopotential number by the normal gravity value computed on the
 DP2242.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP2242.degrees latitude (g = 980.6199 gals.).
 DP2242
 DP2242.The modeled gravity was interpolated from observed gravity values.
 DP2242
 DP2242;                    North         East    Units  Estimated Accuracy
 DP2242;SPC MN N     -   219,590.6     668,097.8     MT  (+/- 3 meters HH1 GPS) 
 DP2242
 DP2242_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUN6060769313(NAD 83)
 DP2242
 DP2242                          SUPERSEDED SURVEY CONTROL
 DP2242
 DP2242.No superseded survey control is available for this station.
 DP2242
 DP2242_MARKER: DB = BENCH MARK DISK
 DP2242_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 DP2242_STAMPING: 0410-AC 1975
 DP2242_MARK LOGO: MNHD
 DP2242_PROJECTION: FLUSH
 DP2242_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DP2242_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DP2242_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DP2242+SATELLITE: SATELLITE OBSERVATIONS - August 16, 2012
 DP2242
 DP2242  HISTORY     - Date     Condition        Report By
 DP2242  HISTORY     - 19750401 MONUMENTED       MNHD
 DP2242  HISTORY     - 20120816 GOOD             MNDT
 DP2242
 DP2242                          STATION DESCRIPTION
 DP2242
 DP2242'DESCRIBED BY MN DEPT OF TRANSP 2012 (KMS)
 DP2242'THE STATION IS LOCATED ABOUT 8.0 MI (12.9 KM) EAST-NORTHEAST OF
 DP2242'WILTON, 6.3 MI (10.1 KM) NORTH-NORTHEAST OF BEMIDJI AND 5.1 MI (8.2
 DP2242'KM) WEST-SOUTHWEST OF TURTLE RIVER.
 DP2242'
 DP2242'TO REACH THE MARK GO 5.75 MI (9.3 KM) NORTHEAST ALONG TRUNK HIGHWAY 71
 DP2242'FROM THE JUNCTION OF TRUNK HIGHWAY 71 AND TRUNK HIGHWAY 197 IN
 DP2242'BEMIDJI, AT TRUNK HIGHWAY 71 MILEPOST 318.05.
 DP2242'
 DP2242'THE MARK IS LOCATED 100.0 FT (30.5 M) SOUTHEAST OF TRUNK HIGHWAY 71,
 DP2242'15.0 FT (4.6 M) SOUTHWEST OF DRIVEWAY NUMBER 9474, 0.7 FT (21 CM)
 DP2242'NORTHWEST OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DP2243 ***********************************************************************
 DP2243  DESIGNATION -  0410 AD
 DP2243  PID         -  DP2243
 DP2243  STATE/COUNTY-  MN/BELTRAMI
 DP2243  COUNTRY     -  US
 DP2243  USGS QUAD   -  TURTLE RIVER (2019)
 DP2243
 DP2243                         *CURRENT SURVEY CONTROL
 DP2243  ______________________________________________________________________
 DP2243* NAD 83(1986) POSITION- 47 34 05.4    (N) 094 50 29.9    (W)   HD_HELD2
 DP2243* NAVD 88 ORTHO HEIGHT -   425.572 (meters)     1396.23  (feet) ADJUSTED
 DP2243  ______________________________________________________________________
 DP2243  GEOID HEIGHT    -        -28.134 (meters)                     GEOID18
 DP2243  DYNAMIC HEIGHT  -        425.619 (meters)     1396.39  (feet) COMP
 DP2243  MODELED GRAVITY -    980,711.3   (mgal)                       NAVD 88
 DP2243
 DP2243  VERT ORDER      -  SECOND    CLASS I
 DP2243
 DP2243.The horizontal coordinates were established by autonomous hand held GPS
 DP2243.observations and have an estimated accuracy of +/- 10 meters.
 DP2243
 DP2243.The orthometric height was determined by differential leveling and
 DP2243.adjusted by the NATIONAL GEODETIC SURVEY
 DP2243.in September 2014.
 DP2243
 DP2243.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP2243.GEOID18 height accuracy estimate available here.
 DP2243
 DP2243.Click photographs - Photos may exist for this station.
 DP2243
 DP2243.The dynamic height is computed by dividing the NAVD 88
 DP2243.geopotential number by the normal gravity value computed on the
 DP2243.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP2243.degrees latitude (g = 980.6199 gals.).
 DP2243
 DP2243.The modeled gravity was interpolated from observed gravity values.
 DP2243
 DP2243;                    North         East    Units  Estimated Accuracy
 DP2243;SPC MN N     -   220,228.      668,971.      MT  (+/- 10 meters HH2 GPS)
 DP2243
 DP2243_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUN6148169948(NAD 83)
 DP2243
 DP2243                          SUPERSEDED SURVEY CONTROL
 DP2243
 DP2243.No superseded survey control is available for this station.
 DP2243
 DP2243_MARKER: DV = VERTICAL CONTROL DISK
 DP2243_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 DP2243_STAMPING: 0410-AD 1975
 DP2243_MARK LOGO: MNHD
 DP2243_PROJECTION: RECESSED 5 CENTIMETERS
 DP2243_MAGNETIC: I = MARKER IS A STEEL ROD
 DP2243_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DP2243_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DP2243+SATELLITE: SATELLITE OBSERVATIONS - August 16, 2012
 DP2243
 DP2243  HISTORY     - Date     Condition        Report By
 DP2243  HISTORY     - 19750401 MONUMENTED       MNHD
 DP2243  HISTORY     - 20120816 GOOD             MNDT
 DP2243
 DP2243                          STATION DESCRIPTION
 DP2243
 DP2243'DESCRIBED BY MN DEPT OF TRANSP 2012 (KMS)
 DP2243'THE STATION IS LOCATED ABOUT 8.2 MI (13.2 KM) SOUTH-SOUTHEAST OF
 DP2243'PUPOSKY, 6.8 MI (10.9 KM) NORTH-NORTHEAST OF BEMIDJI AND 4.4 MI (7.1
 DP2243'KM) WEST-SOUTHWEST OF TURTLE RIVER.
 DP2243'
 DP2243'TO REACH THE MARK GO 6.45 MI (10.4 KM) NORTHEAST ALONG TRUNK HIGHWAY
 DP2243'71 FROM THE JUNCTION OF TRUNK HIGHWAY 71 AND TRUNK HIGHWAY 197 IN
 DP2243'BEMIDJI, AT TRUNK HIGHWAY 71 MILE POINT 318.75.
 DP2243'
 DP2243'THE MARK IS LOCATED 100.0 FT (30.5 M) NORTHWEST OF TRUNK HIGHWAY 71,
 DP2243'50.0 FT (15.2 M) SOUTHWEST OF DRIVEWAY NUMBER 10351, 0.7 FT (21 CM)
 DP2243'SOUTHEAST OF A WITNESS POST.  ROD DEPTH UNKNOWN.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DP2244 ***********************************************************************
 DP2244  DESIGNATION -  0410 AE
 DP2244  PID         -  DP2244
 DP2244  STATE/COUNTY-  MN/BELTRAMI
 DP2244  COUNTRY     -  US
 DP2244  USGS QUAD   -  TURTLE RIVER (2019)
 DP2244
 DP2244                         *CURRENT SURVEY CONTROL
 DP2244  ______________________________________________________________________
 DP2244* NAD 83(1986) POSITION- 47 34 17.65   (N) 094 49 52.64   (W)   HD_HELD1
 DP2244* NAVD 88 ORTHO HEIGHT -   425.563 (meters)     1396.20  (feet) ADJUSTED
 DP2244  ______________________________________________________________________
 DP2244  GEOID HEIGHT    -        -28.137 (meters)                     GEOID18
 DP2244  DYNAMIC HEIGHT  -        425.611 (meters)     1396.36  (feet) COMP
 DP2244  MODELED GRAVITY -    980,712.5   (mgal)                       NAVD 88
 DP2244
 DP2244  VERT ORDER      -  SECOND    CLASS I
 DP2244
 DP2244.The horizontal coordinates were determined by differentially corrected
 DP2244.hand held GPS observations or other comparable positioning techniques
 DP2244.and have an estimated accuracy of +/- 3 meters.
 DP2244
 DP2244.The orthometric height was determined by differential leveling and
 DP2244.adjusted by the NATIONAL GEODETIC SURVEY
 DP2244.in September 2014.
 DP2244
 DP2244.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP2244.GEOID18 height accuracy estimate available here.
 DP2244
 DP2244.Click photographs - Photos may exist for this station.
 DP2244
 DP2244.The dynamic height is computed by dividing the NAVD 88
 DP2244.geopotential number by the normal gravity value computed on the
 DP2244.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP2244.degrees latitude (g = 980.6199 gals.).
 DP2244
 DP2244.The modeled gravity was interpolated from observed gravity values.
 DP2244
 DP2244;                    North         East    Units  Estimated Accuracy
 DP2244;SPC MN N     -   220,588.2     669,758.1     MT  (+/- 3 meters HH1 GPS) 
 DP2244
 DP2244_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUN6226870308(NAD 83)
 DP2244
 DP2244                          SUPERSEDED SURVEY CONTROL
 DP2244
 DP2244.No superseded survey control is available for this station.
 DP2244
 DP2244_MARKER: DV = VERTICAL CONTROL DISK
 DP2244_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 DP2244_STAMPING: 0410-AE 1975
 DP2244_MARK LOGO: MNHD
 DP2244_PROJECTION: FLUSH
 DP2244_MAGNETIC: I = MARKER IS A STEEL ROD
 DP2244_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DP2244_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DP2244+SATELLITE: SATELLITE OBSERVATIONS - August 15, 2012
 DP2244
 DP2244  HISTORY     - Date     Condition        Report By
 DP2244  HISTORY     - 19750401 MONUMENTED       MNHD
 DP2244  HISTORY     - 20120815 GOOD             MNDT
 DP2244
 DP2244                          STATION DESCRIPTION
 DP2244
 DP2244'DESCRIBED BY MN DEPT OF TRANSP 2012 (KMS)
 DP2244'THE STATION IS LOCATED ABOUT 8.1 MI (13.0 KM) SOUTH-SOUTHEAST OF
 DP2244'PUPOSKY, 7.1 MI (11.4 KM) NORTH-NORTHEAST OF BEMIDJI AND 3.9 MI (6.3
 DP2244'KM) WEST-SOUTHWEST OF TURTLE RIVER.
 DP2244'
 DP2244'TO REACH THE MARK GO 6.95 MI (11.2 KM) NORTHEAST ALONG TRUNK HIGHWAY
 DP2244'71 FROM THE JUNCTION OF TRUNK HIGHWAY 71 AND TRUNK HIGHWAY 197 IN
 DP2244'BEMIDJI, AT TRUNK HIGHWAY 71 MILE POINT 319.25.
 DP2244'
 DP2244'THE MARK IS LOCATED 120.0 FT (36.6 M) NORTHEAST OF COUNTY ROAD
 DP2244'305/WILDWOOD DRIVE, 100.0 FT (30.5 M) NORTHEAST OF TRUNK HIGHWAY 71,
 DP2244'0.6 FT (18 CM) NORTHWEST OF A WITNESS POST.  ROD DEPTH UNKNOWN.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DP2245 ***********************************************************************
 DP2245  DESIGNATION -  0410 AF
 DP2245  PID         -  DP2245
 DP2245  STATE/COUNTY-  MN/BELTRAMI
 DP2245  COUNTRY     -  US
 DP2245  USGS QUAD   -  TURTLE RIVER (2019)
 DP2245
 DP2245                         *CURRENT SURVEY CONTROL
 DP2245  ______________________________________________________________________
 DP2245* NAD 83(1986) POSITION- 47 34 34.49   (N) 094 49 04.24   (W)   HD_HELD1
 DP2245* NAVD 88 ORTHO HEIGHT -   425.492 (meters)     1395.97  (feet) ADJUSTED
 DP2245  ______________________________________________________________________
 DP2245  GEOID HEIGHT    -        -28.138 (meters)                     GEOID18
 DP2245  DYNAMIC HEIGHT  -        425.541 (meters)     1396.13  (feet) COMP
 DP2245  MODELED GRAVITY -    980,714.3   (mgal)                       NAVD 88
 DP2245
 DP2245  VERT ORDER      -  SECOND    CLASS I
 DP2245
 DP2245.The horizontal coordinates were determined by differentially corrected
 DP2245.hand held GPS observations or other comparable positioning techniques
 DP2245.and have an estimated accuracy of +/- 3 meters.
 DP2245
 DP2245.The orthometric height was determined by differential leveling and
 DP2245.adjusted by the NATIONAL GEODETIC SURVEY
 DP2245.in September 2014.
 DP2245
 DP2245.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP2245.GEOID18 height accuracy estimate available here.
 DP2245
 DP2245.Click photographs - Photos may exist for this station.
 DP2245
 DP2245.The dynamic height is computed by dividing the NAVD 88
 DP2245.geopotential number by the normal gravity value computed on the
 DP2245.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP2245.degrees latitude (g = 980.6199 gals.).
 DP2245
 DP2245.The modeled gravity was interpolated from observed gravity values.
 DP2245
 DP2245;                    North         East    Units  Estimated Accuracy
 DP2245;SPC MN N     -   221,085.6     670,780.9     MT  (+/- 3 meters HH1 GPS) 
 DP2245
 DP2245_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUN6329270804(NAD 83)
 DP2245
 DP2245                          SUPERSEDED SURVEY CONTROL
 DP2245
 DP2245.No superseded survey control is available for this station.
 DP2245
 DP2245_MARKER: DV = VERTICAL CONTROL DISK
 DP2245_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 DP2245_STAMPING: 0410-AF 1975
 DP2245_MARK LOGO: MNHD
 DP2245_PROJECTION: RECESSED 38 CENTIMETERS
 DP2245_MAGNETIC: I = MARKER IS A STEEL ROD
 DP2245_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DP2245_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DP2245+SATELLITE: SATELLITE OBSERVATIONS - August 15, 2012
 DP2245
 DP2245  HISTORY     - Date     Condition        Report By
 DP2245  HISTORY     - 19750401 MONUMENTED       MNHD
 DP2245  HISTORY     - 20120815 GOOD             MNDT
 DP2245
 DP2245                          STATION DESCRIPTION
 DP2245
 DP2245'DESCRIBED BY MN DEPT OF TRANSP 2012 (KMS)
 DP2245'THE STATION IS LOCATED ABOUT 8.2 MI (13.2 KM) SOUTH-SOUTHEAST OF
 DP2245'PUPOSKY, 7.7 MI (12.4 KM) NORTH-NORTHEAST OF BEMIDJI AND 3.2 MI (5.1
 DP2245'KM) WEST-SOUTHWEST OF TURTLE RIVER.
 DP2245'
 DP2245'TO REACH THE MARK AT TRUNK HIGHWAY 71 MILE POINT 319.9, 2.65 MI (4.3
 DP2245'KM) SOUTHWEST ALONG TRUNK HIGHWAY 71 FROM THE JUNCTION OF TRUNK
 DP2245'HIGHWAY 71 AND COUNTY ROAD 57 IN TURTLE RIVER.
 DP2245'
 DP2245'THE MARK IS LOCATED 100.0 FT (30.5 M) SOUTHEAST OF TRUNK HIGHWAY 71,
 DP2245'30.0 FT (9.1 M) NORTHEAST OF DRIVEWAY NUMBER 11140, 1.0 FT (0.3 M)
 DP2245'NORTHWEST OF A WITNESS POST.  ROD DEPTH UNKNOWN.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DP2247 ***********************************************************************
 DP2247  DESIGNATION -  0410 AG
 DP2247  PID         -  DP2247
 DP2247  STATE/COUNTY-  MN/BELTRAMI
 DP2247  COUNTRY     -  US
 DP2247  USGS QUAD   -  TURTLE RIVER (2019)
 DP2247
 DP2247                         *CURRENT SURVEY CONTROL
 DP2247  ______________________________________________________________________
 DP2247* NAD 83(1986) POSITION- 47 34 50.19   (N) 094 48 20.58   (W)   HD_HELD1
 DP2247* NAVD 88 ORTHO HEIGHT -   421.037 (meters)     1381.35  (feet) ADJUSTED
 DP2247  ______________________________________________________________________
 DP2247  GEOID HEIGHT    -        -28.140 (meters)                     GEOID18
 DP2247  DYNAMIC HEIGHT  -        421.086 (meters)     1381.51  (feet) COMP
 DP2247  MODELED GRAVITY -    980,716.0   (mgal)                       NAVD 88
 DP2247
 DP2247  VERT ORDER      -  SECOND    CLASS I
 DP2247
 DP2247.The horizontal coordinates were determined by differentially corrected
 DP2247.hand held GPS observations or other comparable positioning techniques
 DP2247.and have an estimated accuracy of +/- 3 meters.
 DP2247
 DP2247.The orthometric height was determined by differential leveling and
 DP2247.adjusted by the NATIONAL GEODETIC SURVEY
 DP2247.in September 2014.
 DP2247
 DP2247.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP2247.GEOID18 height accuracy estimate available here.
 DP2247
 DP2247.Click photographs - Photos may exist for this station.
 DP2247
 DP2247.The dynamic height is computed by dividing the NAVD 88
 DP2247.geopotential number by the normal gravity value computed on the
 DP2247.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP2247.degrees latitude (g = 980.6199 gals.).
 DP2247
 DP2247.The modeled gravity was interpolated from observed gravity values.
 DP2247
 DP2247;                    North         East    Units  Estimated Accuracy
 DP2247;SPC MN N     -   221,550.1     671,703.7     MT  (+/- 3 meters HH1 GPS) 
 DP2247
 DP2247_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUN6421571268(NAD 83)
 DP2247
 DP2247                          SUPERSEDED SURVEY CONTROL
 DP2247
 DP2247.No superseded survey control is available for this station.
 DP2247
 DP2247_MARKER: DV = VERTICAL CONTROL DISK
 DP2247_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 DP2247_STAMPING: 0410-AG 1975
 DP2247_MARK LOGO: MNHD
 DP2247_PROJECTION: RECESSED 3 CENTIMETERS
 DP2247_MAGNETIC: I = MARKER IS A STEEL ROD
 DP2247_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DP2247_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DP2247+SATELLITE: SATELLITE OBSERVATIONS - August 15, 2012
 DP2247
 DP2247  HISTORY     - Date     Condition        Report By
 DP2247  HISTORY     - 19750401 MONUMENTED       MNHD
 DP2247  HISTORY     - 20120815 GOOD             MNDT
 DP2247
 DP2247                          STATION DESCRIPTION
 DP2247
 DP2247'DESCRIBED BY MN DEPT OF TRANSP 2012 (KMS)
 DP2247'THE STATION IS LOCATED ABOUT 8.2 MI (13.2 KM) NORTH-NORTHEAST OF
 DP2247'BEMIDJI, 8.1 MI (13.0 KM) SOUTHWEST OF TENSTRIKE AND 2.6 MI (4.2 KM)
 DP2247'WEST OF TURTLE RIVER.
 DP2247'
 DP2247'TO REACH THE MARK GO 2.0 MI (3.2 KM) SOUTHWEST ALONG TRUNK HIGHWAY 71
 DP2247'FROM THE JUNCTION OF TRUNK HIGHWAY 71 AND COUNTY ROAD 57 IN TURTLE
 DP2247'RIVER, AT TRUNK HIGHWAY 71 MILE POINT 320.60.
 DP2247'
 DP2247'THE MARK IS LOCATED 100.0 FT (30.5 M) SOUTHEAST OF TRUNK HIGHWAY 71,
 DP2247'115.0 FT (35.1 M) WEST OF LAKE BELTRAMI ROAD NORTHEAST, 0.7 FT (21 CM)
 DP2247'NORTHWEST OF A WITNESS POST.  ROD DEPTH UNKNOWN.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DP2249 ***********************************************************************
 DP2249  DESIGNATION -  0410 AJ
 DP2249  PID         -  DP2249
 DP2249  STATE/COUNTY-  MN/BELTRAMI
 DP2249  COUNTRY     -  US
 DP2249  USGS QUAD   -  TURTLE RIVER (2019)
 DP2249
 DP2249                         *CURRENT SURVEY CONTROL
 DP2249  ______________________________________________________________________
 DP2249* NAD 83(1986) POSITION- 47 35 23.22   (N) 094 47 25.11   (W)   HD_HELD1
 DP2249* NAVD 88 ORTHO HEIGHT -   418.628 (meters)     1373.45  (feet) ADJUSTED
 DP2249  ______________________________________________________________________
 DP2249  GEOID HEIGHT    -        -28.137 (meters)                     GEOID18
 DP2249  DYNAMIC HEIGHT  -        418.678 (meters)     1373.61  (feet) COMP
 DP2249  MODELED GRAVITY -    980,718.9   (mgal)                       NAVD 88
 DP2249
 DP2249  VERT ORDER      -  SECOND    CLASS I
 DP2249
 DP2249.The horizontal coordinates were determined by differentially corrected
 DP2249.hand held GPS observations or other comparable positioning techniques
 DP2249.and have an estimated accuracy of +/- 3 meters.
 DP2249
 DP2249.The orthometric height was determined by differential leveling and
 DP2249.adjusted by the NATIONAL GEODETIC SURVEY
 DP2249.in September 2014.
 DP2249
 DP2249.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP2249.GEOID18 height accuracy estimate available here.
 DP2249
 DP2249.Click photographs - Photos may exist for this station.
 DP2249
 DP2249.The dynamic height is computed by dividing the NAVD 88
 DP2249.geopotential number by the normal gravity value computed on the
 DP2249.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP2249.degrees latitude (g = 980.6199 gals.).
 DP2249
 DP2249.The modeled gravity was interpolated from observed gravity values.
 DP2249
 DP2249;                    North         East    Units  Estimated Accuracy
 DP2249;SPC MN N     -   222,544.4     672,884.7     MT  (+/- 3 meters HH1 GPS) 
 DP2249
 DP2249_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUN6539772260(NAD 83)
 DP2249
 DP2249                          SUPERSEDED SURVEY CONTROL
 DP2249
 DP2249.No superseded survey control is available for this station.
 DP2249
 DP2249_MARKER: DB = BENCH MARK DISK
 DP2249_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DP2249_STAMPING: 0410-AJ 1975
 DP2249_MARK LOGO: MNHD
 DP2249_PROJECTION: FLUSH
 DP2249_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 DP2249_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DP2249+STABILITY: SURFACE MOTION
 DP2249_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DP2249+SATELLITE: SATELLITE OBSERVATIONS - August 15, 2012
 DP2249
 DP2249  HISTORY     - Date     Condition        Report By
 DP2249  HISTORY     - 19750401 MONUMENTED       MNHD
 DP2249  HISTORY     - 20120815 GOOD             MNDT
 DP2249
 DP2249                          STATION DESCRIPTION
 DP2249
 DP2249'DESCRIBED BY MN DEPT OF TRANSP 2012 (KMS)
 DP2249'THE STATION IS LOCATED ABOUT 8.2 MI (13.2 KM) SOUTHEAST OF PUPOSKY,
 DP2249'7.1 MI (11.4 KM) SOUTHWEST OF TENSTRIKE AND 1.8 MI (2.9 KM) WEST OF
 DP2249'TURTLE RIVER.
 DP2249'
 DP2249'TO REACH THE MARK GO 1.1 MI (1.8 KM) SOUTHWEST ON TRUNK HIGHWAY 71
 DP2249'FROM THE JUNCTION OF TRUNK HIGHWAY 71 AND COUNTY ROAD 57 IN TURTLE
 DP2249'RIVER, AT TRUNK HIGHWAY 71 MILE POINT 312.55.
 DP2249'
 DP2249'THE MARK IS LOCATED 180.0 FT (54.9 M) NORTHWEST OF TRUNK HIGHWAY 71,
 DP2249'45.0 FT (13.7 M) WEST OF BIRCH VIEW DRIVE NORTHEAST, 95.0 FT (29.0 M)
 DP2249'WEST OF SECTION LINE, 0.7 FT (21 CM) SOUTHEAST OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DP2250 ***********************************************************************
 DP2250  DESIGNATION -  0410 AK
 DP2250  PID         -  DP2250
 DP2250  STATE/COUNTY-  MN/BELTRAMI
 DP2250  COUNTRY     -  US
 DP2250  USGS QUAD   -  TURTLE RIVER (2019)
 DP2250
 DP2250                         *CURRENT SURVEY CONTROL
 DP2250  ______________________________________________________________________
 DP2250* NAD 83(1986) POSITION- 47 35 37.16   (N) 094 46 45.25   (W)   HD_HELD1
 DP2250* NAVD 88 ORTHO HEIGHT -   418.610 (meters)     1373.39  (feet) ADJUSTED
 DP2250  ______________________________________________________________________
 DP2250  GEOID HEIGHT    -        -28.135 (meters)                     GEOID18
 DP2250  DYNAMIC HEIGHT  -        418.661 (meters)     1373.56  (feet) COMP
 DP2250  MODELED GRAVITY -    980,720.7   (mgal)                       NAVD 88
 DP2250
 DP2250  VERT ORDER      -  SECOND    CLASS I
 DP2250
 DP2250.The horizontal coordinates were determined by differentially corrected
 DP2250.hand held GPS observations or other comparable positioning techniques
 DP2250.and have an estimated accuracy of +/- 3 meters.
 DP2250
 DP2250.The orthometric height was determined by differential leveling and
 DP2250.adjusted by the NATIONAL GEODETIC SURVEY
 DP2250.in September 2014.
 DP2250
 DP2250.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP2250.GEOID18 height accuracy estimate available here.
 DP2250
 DP2250.Click photographs - Photos may exist for this station.
 DP2250
 DP2250.The dynamic height is computed by dividing the NAVD 88
 DP2250.geopotential number by the normal gravity value computed on the
 DP2250.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP2250.degrees latitude (g = 980.6199 gals.).
 DP2250
 DP2250.The modeled gravity was interpolated from observed gravity values.
 DP2250
 DP2250;                    North         East    Units  Estimated Accuracy
 DP2250;SPC MN N     -   222,956.6     673,726.6     MT  (+/- 3 meters HH1 GPS) 
 DP2250
 DP2250_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUN6624072672(NAD 83)
 DP2250
 DP2250                          SUPERSEDED SURVEY CONTROL
 DP2250
 DP2250.No superseded survey control is available for this station.
 DP2250
 DP2250_MARKER: DB = BENCH MARK DISK
 DP2250_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 DP2250_STAMPING: 0410-AK 1975
 DP2250_MARK LOGO: MNHD
 DP2250_PROJECTION: FLUSH
 DP2250_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DP2250_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DP2250_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DP2250+SATELLITE: SATELLITE OBSERVATIONS - August 15, 2012
 DP2250
 DP2250  HISTORY     - Date     Condition        Report By
 DP2250  HISTORY     - 19750401 MONUMENTED       MNHD
 DP2250  HISTORY     - 20120815 GOOD             MNDT
 DP2250
 DP2250                          STATION DESCRIPTION
 DP2250
 DP2250'DESCRIBED BY MN DEPT OF TRANSP 2012 (KMS)
 DP2250'THE STATION IS LOCATED ABOUT 8.3 MI (13.4 KM) SOUTHEAST OF PUPOSKY,
 DP2250'6.6 MI (10.6 KM) SOUTHWEST OF TENSTRIKE AND 1.4 MI (2.3 KM)
 DP2250'WEST-NORTHWEST OF TURTLE RIVER.
 DP2250'
 DP2250'TO REACH THE MARK GO 0.5 MI (0.8 KM) SOUTHWEST ALONG TRUNK HIGHWAY 71
 DP2250'FROM THE JUNCTION OF TRUNK HIGHWAY 71 AND COUNTY ROAD 57 IN TURTLE
 DP2250'LAKE, AT TRUNK HIGHWAY 71 MILE POINT 322.15.
 DP2250'
 DP2250'THE MARK IS LOCATED 100.0 FT (30.5 M) NORTHWEST OF TRUNK HIGHWAY 71,
 DP2250'20.0 FT (6.1 M) SOUTHWEST OF A FIELD ENTRANCE, 0.5 FT (15 CM)
 DP2250'SOUTHEAST OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DP2238 ***********************************************************************
 DP2238  DESIGNATION -  0410 AM
 DP2238  PID         -  DP2238
 DP2238  STATE/COUNTY-  MN/BELTRAMI
 DP2238  COUNTRY     -  US
 DP2238  USGS QUAD   -  PETERSON LAKE (2019)
 DP2238
 DP2238                         *CURRENT SURVEY CONTROL
 DP2238  ______________________________________________________________________
 DP2238* NAD 83(1986) POSITION- 47 32 35.32   (N) 094 53 05.54   (W)   HD_HELD1
 DP2238* NAVD 88 ORTHO HEIGHT -   424.507 (meters)     1392.74  (feet) ADJUSTED
 DP2238  ______________________________________________________________________
 DP2238  GEOID HEIGHT    -        -28.127 (meters)                     GEOID18
 DP2238  DYNAMIC HEIGHT  -        424.552 (meters)     1392.88  (feet) COMP
 DP2238  MODELED GRAVITY -    980,705.1   (mgal)                       NAVD 88
 DP2238
 DP2238  VERT ORDER      -  SECOND    CLASS I
 DP2238
 DP2238.The horizontal coordinates were determined by differentially corrected
 DP2238.hand held GPS observations or other comparable positioning techniques
 DP2238.and have an estimated accuracy of +/- 3 meters.
 DP2238
 DP2238.The orthometric height was determined by differential leveling and
 DP2238.adjusted by the NATIONAL GEODETIC SURVEY
 DP2238.in September 2014.
 DP2238
 DP2238.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP2238.GEOID18 height accuracy estimate available here.
 DP2238
 DP2238.Click photographs - Photos may exist for this station.
 DP2238
 DP2238.The dynamic height is computed by dividing the NAVD 88
 DP2238.geopotential number by the normal gravity value computed on the
 DP2238.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP2238.degrees latitude (g = 980.6199 gals.).
 DP2238
 DP2238.The modeled gravity was interpolated from observed gravity values.
 DP2238
 DP2238;                    North         East    Units  Estimated Accuracy
 DP2238;SPC MN N     -   217,520.7     665,654.8     MT  (+/- 3 meters HH1 GPS) 
 DP2238
 DP2238_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUN5816267246(NAD 83)
 DP2238
 DP2238                          SUPERSEDED SURVEY CONTROL
 DP2238
 DP2238.No superseded survey control is available for this station.
 DP2238
 DP2238_MARKER: DB = BENCH MARK DISK
 DP2238_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DP2238_SP_SET: BRIDGE ABUTMENT
 DP2238_STAMPING: 0410 AM 1975
 DP2238_MARK LOGO: MNHD
 DP2238_MAGNETIC: N = NO MAGNETIC MATERIAL
 DP2238_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DP2238_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DP2238+SATELLITE: SATELLITE OBSERVATIONS - August 16, 2012
 DP2238
 DP2238  HISTORY     - Date     Condition        Report By
 DP2238  HISTORY     - 19750401 MONUMENTED       MNHD
 DP2238  HISTORY     - 20120816 GOOD             MNDT
 DP2238
 DP2238                          STATION DESCRIPTION
 DP2238
 DP2238'DESCRIBED BY MN DEPT OF TRANSP 2012 (KMS)
 DP2238'THE STATION IS LOCATED ABOUT 7.0 MI (11.3 KM) WEST-SOUTHWEST OF TURTLE
 DP2238'RIVER, 6.1 MI (9.8 KM) EAST-NORTHEAST OF WILTON AND 4.8 MI (7.7 KM)
 DP2238'NORTH OF BEMIDJI.
 DP2238'
 DP2238'TO REACH THE MARK GO 3.6 MI (5.8 KM) NORTHEAST ALONG TRUNK HIGHWAY 71
 DP2238'FROM THE JUNCTION OF TRUNK HIGHWAY 71 AND TRUNK HIGHWAY 197, AT TRUNK
 DP2238'HIGHWAY 71 MILE POINT 316.05, AT THE JUNCTION OF TRUNK HIGHWAY 71 AND
 DP2238'COUNTY ROAD 15, AT TRUNK HIGHWAY 71 MILE POINT 316.30.
 DP2238'
 DP2238'THE MARK IS IN SOUTHEAST CORNER OF BRIDGE NUMBER 04021 (COUNTY ROAD 15
 DP2238'OVER TRUNK HIGHWAY 71), 27.0 FT (8.2 M) EAST OF COUNTY ROAD 15.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DP2254 ***********************************************************************
 DP2254  DESIGNATION -  0410 B
 DP2254  PID         -  DP2254
 DP2254  STATE/COUNTY-  MN/BELTRAMI
 DP2254  COUNTRY     -  US
 DP2254  USGS QUAD   -  PETERSON LAKE (2019)
 DP2254
 DP2254                         *CURRENT SURVEY CONTROL
 DP2254  ______________________________________________________________________
 DP2254* NAD 83(1986) POSITION- 47 31 07.66   (N) 094 52 29.45   (W)   HD_HELD1
 DP2254* NAVD 88 ORTHO HEIGHT -   411.161 (meters)     1348.95  (feet) ADJUSTED
 DP2254  ______________________________________________________________________
 DP2254  GEOID HEIGHT    -        -28.139 (meters)                     GEOID18
 DP2254  DYNAMIC HEIGHT  -        411.203 (meters)     1349.09  (feet) COMP
 DP2254  MODELED GRAVITY -    980,701.6   (mgal)                       NAVD 88
 DP2254
 DP2254  VERT ORDER      -  SECOND    CLASS I
 DP2254
 DP2254.The horizontal coordinates were determined by differentially corrected
 DP2254.hand held GPS observations or other comparable positioning techniques
 DP2254.and have an estimated accuracy of +/- 3 meters.
 DP2254
 DP2254.The orthometric height was determined by differential leveling and
 DP2254.adjusted by the NATIONAL GEODETIC SURVEY
 DP2254.in September 2014.
 DP2254
 DP2254.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP2254.GEOID18 height accuracy estimate available here.
 DP2254
 DP2254.Click photographs - Photos may exist for this station.
 DP2254
 DP2254.The dynamic height is computed by dividing the NAVD 88
 DP2254.geopotential number by the normal gravity value computed on the
 DP2254.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP2254.degrees latitude (g = 980.6199 gals.).
 DP2254
 DP2254.The modeled gravity was interpolated from observed gravity values.
 DP2254
 DP2254;                    North         East    Units  Estimated Accuracy
 DP2254;SPC MN N     -   214,797.0     666,347.1     MT  (+/- 3 meters HH1 GPS) 
 DP2254
 DP2254_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUN5885164521(NAD 83)
 DP2254
 DP2254                          SUPERSEDED SURVEY CONTROL
 DP2254
 DP2254.No superseded survey control is available for this station.
 DP2254
 DP2254_MARKER: DB = BENCH MARK DISK
 DP2254_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 DP2254_STAMPING: 0410 B 1967
 DP2254_MARK LOGO: MNHD
 DP2254_PROJECTION: FLUSH
 DP2254_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DP2254_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DP2254_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DP2254+SATELLITE: SATELLITE OBSERVATIONS - August 20, 2012
 DP2254
 DP2254  HISTORY     - Date     Condition        Report By
 DP2254  HISTORY     - 19650401 MONUMENTED       MNHD
 DP2254  HISTORY     - 20120820 GOOD             MNDT
 DP2254
 DP2254                          STATION DESCRIPTION
 DP2254
 DP2254'DESCRIBED BY MN DEPT OF TRANSP 2012 (KMS)
 DP2254'THE STATION IS LOCATED ABOUT 7.5 MI (12.1 KM) SOUTHWEST OF TURTLE
 DP2254'RIVER, 6.0 MI (9.7 KM) EAST OF WILTON AND 3.1 MI (5.0 KM) NORTH OF
 DP2254'BEMIDJI.
 DP2254'
 DP2254'TO REACH THE MARK GO 2.0 MI (3.2 KM) NORTH ALONG COUNTY ROAD
 DP2254'21/BEMIDJI AVENUE NORTH FROM THE JUNCTION OF COUNTY ROAD 21/BEMIDJI
 DP2254'AVENUE NORTH AND TRUNK HIGHWAY 197/PAUL BUNYAN DRIVE.
 DP2254'
 DP2254'THE MARK IS LOCATED 50.0 FT (15.2 M) WEST OF COUNTY ROAD 21/BEMIDJI
 DP2254'AVENUE NORTH, 15.0 FT (4.6 M) SOUTH OF DRIVEWAY NUMBER 5207, 8.0 FT
 DP2254'(2.4 M) SOUTHWEST OF POWER POLE, 1.0 FT (0.3 M) EAST OF A WITNESS
 DP2254'POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 SK0324 ***********************************************************************
 SK0324  DESIGNATION -  0410 BA
 SK0324  PID         -  SK0324
 SK0324  STATE/COUNTY-  MN/BELTRAMI
 SK0324  COUNTRY     -  US
 SK0324  USGS QUAD   -  BLACKDUCK (2019)
 SK0324
 SK0324                         *CURRENT SURVEY CONTROL
 SK0324  ______________________________________________________________________
 SK0324* NAD 83(1986) POSITION- 47 43 36.     (N) 094 33 06.     (W)   SCALED
 SK0324* NAVD 88 ORTHO HEIGHT -   418.421 (meters)     1372.77  (feet) ADJUSTED
 SK0324  ______________________________________________________________________
 SK0324  GEOID HEIGHT    -        -28.114 (meters)                     GEOID18
 SK0324  DYNAMIC HEIGHT  -        418.488 (meters)     1372.99  (feet) COMP
 SK0324  MODELED GRAVITY -    980,759.1   (mgal)                       NAVD 88
 SK0324
 SK0324  VERT ORDER      -  SECOND    CLASS I
 SK0324
 SK0324.The horizontal coordinates were scaled from a map and have
 SK0324.an estimated accuracy of +/- 6 seconds.
 SK0324
 SK0324.The orthometric height was determined by differential leveling and
 SK0324.adjusted by the NATIONAL GEODETIC SURVEY
 SK0324.in June 1991.
 SK0324
 SK0324.Significant digits in the geoid height do not necessarily reflect accuracy.
 SK0324.GEOID18 height accuracy estimate available here.
 SK0324
 SK0324.Click photographs - Photos may exist for this station.
 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.      691,120.      MT  (+/- 180 meters Scaled)
 SK0324
 SK0324_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUN836870(NAD 83)
 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
 SK0324.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SK0324.See file dsdata.pdf to determine how the superseded data were derived.
 SK0324
 SK0324_MARKER: DV = VERTICAL CONTROL DISK
 SK0324_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 SK0324_SP_SET: BOX CULVERT HEADWALL
 SK0324_STAMPING: 0410 BA 1976
 SK0324_MARK LOGO: MNHD
 SK0324_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SK0324+STABILITY: SURFACE MOTION
 SK0324
 SK0324  HISTORY     - Date     Condition        Report By
 SK0324  HISTORY     - 1976     MONUMENTED       MNHD
 SK0324  HISTORY     - 1978     GOOD             MNDT
 SK0324  HISTORY     - 1980     GOOD             NGS
 SK0324  HISTORY     - 20120807 MARK NOT FOUND   MNDT
 SK0324
 SK0324                          STATION DESCRIPTION
 SK0324
 SK0324'DESCRIBED BY MN HIGHWAY DEPT 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, T149N, R31W.
 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.
 SK0324
 SK0324                          STATION RECOVERY (2012)
 SK0324
 SK0324'RECOVERY NOTE BY MN DEPT OF TRANSP 2012 (KMS)
 SK0324'AFTER A THOROUGH FIELD SEARCH MARK WAS NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DP2235 ***********************************************************************
 DP2235  DESIGNATION -  0410 BF
 DP2235  PID         -  DP2235
 DP2235  STATE/COUNTY-  MN/BELTRAMI
 DP2235  COUNTRY     -  US
 DP2235  USGS QUAD   -  PETERSON LAKE (2019)
 DP2235
 DP2235                         *CURRENT SURVEY CONTROL
 DP2235  ______________________________________________________________________
 DP2235* NAD 83(2011) POSITION- 47 30 32.47058(N) 094 54 22.42830(W)   ADJUSTED
 DP2235* NAD 83(2011) ELLIP HT-   390.245 (meters)        (11/22/22)   ADJUSTED
 DP2235* NAD 83(2011) EPOCH   -  2010.00
 DP2235* NAVD 88 ORTHO HEIGHT -   418.343 (meters)     1372.51  (feet) ADJUSTED
 DP2235  ______________________________________________________________________
 DP2235  GEOID HEIGHT    -        -28.114 (meters)                     GEOID18
 DP2235  NAD 83(2011) X  -   -369,160.604 (meters)                     COMP
 DP2235  NAD 83(2011) Y  - -4,300,577.370 (meters)                     COMP
 DP2235  NAD 83(2011) Z  -  4,680,462.934 (meters)                     COMP
 DP2235  LAPLACE CORR    -         -2.29  (seconds)                    DEFLEC18
 DP2235  DYNAMIC HEIGHT  -        418.384 (meters)     1372.65  (feet) COMP
 DP2235  MODELED GRAVITY -    980,699.7   (mgal)                       NAVD 88
 DP2235
 DP2235  VERT ORDER      -  SECOND    CLASS I
 DP2235
 DP2235  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DP2235  Standards:
 DP2235         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DP2235            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DP2235  -------------------------------------------------------------------
 DP2235  NETWORK    0.81   1.33           0.37   0.28   0.68     -0.13425822
 DP2235  -------------------------------------------------------------------
 DP2235  Click here for local accuracies and other accuracy information.
 DP2235
 DP2235.The horizontal coordinates were established by GPS observations
 DP2235.and adjusted by the MN DEPT OF TRANSP in November 2022.
 DP2235
 DP2235.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DP2235.been affixed to the stable North American tectonic plate. See 
 DP2235.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DP2235
 DP2235.The horizontal coordinates are valid at the epoch date displayed above
 DP2235.which is a decimal equivalence of Year/Month/Day.
 DP2235
 DP2235.The orthometric height was determined by differential leveling and
 DP2235.adjusted by the NATIONAL GEODETIC SURVEY
 DP2235.in September 2014.
 DP2235
 DP2235.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP2235.GEOID18 height accuracy estimate available here.
 DP2235
 DP2235.Click photographs - Photos may exist for this station.
 DP2235
 DP2235.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DP2235
 DP2235.The Laplace correction was computed from DEFLEC18 derived deflections.
 DP2235
 DP2235.The ellipsoidal height was determined by GPS observations
 DP2235.and is referenced to NAD 83.
 DP2235
 DP2235.The dynamic height is computed by dividing the NAVD 88
 DP2235.geopotential number by the normal gravity value computed on the
 DP2235.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP2235.degrees latitude (g = 980.6199 gals.).
 DP2235
 DP2235.The modeled gravity was interpolated from observed gravity values.
 DP2235
 DP2235. The following values were computed from the NAD 83(2011) position.
 DP2235
 DP2235;                    North         East     Units Scale Factor Converg.
 DP2235;SPC MN N     -   213,765.352   663,958.899   MT  0.99991896   -1 20 19.7
 DP2235;SPC MN N     -   701,328.49  2,178,338.49   sFT  0.99991896   -1 20 19.7
 DP2235;UTM  15      - 5,263,493.139   356,462.148   MT  0.99985320   -1 24 21.1
 DP2235
 DP2235!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DP2235!SPC MN N     -   0.99993884  x   0.99991896  =   0.99985780
 DP2235!UTM  15      -   0.99993884  x   0.99985320  =   0.99979205
 DP2235
 DP2235_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUN5646263493(NAD 83)
 DP2235
 DP2235                          SUPERSEDED SURVEY CONTROL
 DP2235
 DP2235.No superseded survey control is available for this station.
 DP2235
 DP2235_MARKER: I = METAL ROD
 DP2235_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DP2235_STAMPING: 0410 BF 2012
 DP2235_MARK LOGO: MNDT
 DP2235_PROJECTION: RECESSED 3 CENTIMETERS
 DP2235_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DP2235_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DP2235_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP2235+SATELLITE: SATELLITE OBSERVATIONS - August 23, 2022
 DP2235_ROD/PIPE-DEPTH: 16.8 meters
 DP2235
 DP2235  HISTORY     - Date     Condition        Report By
 DP2235  HISTORY     - 20120918 MONUMENTED       MNDT
 DP2235  HISTORY     - 20140714 GOOD             MNDT
 DP2235  HISTORY     - 20180814 GOOD             MNDT
 DP2235  HISTORY     - 20220823 GOOD             MNDT
 DP2235
 DP2235                          STATION DESCRIPTION
 DP2235
 DP2235'DESCRIBED BY MN DEPT OF TRANSP 2012
 DP2235'THE STATION IS LOCATED ABOUT 9.0 MI (14.5 KM) SOUTHWEST OF TURTLE
 DP2235'RIVER, 4.4 MI (7.1 KM) EAST OF WILTON AND 2.7 MI (4.3 KM)
 DP2235'NORTH-NORTHWEST OF BEMIDJI.
 DP2235'
 DP2235'TO REACH THE MARK GO 1.0 MI (1.6 KM) NORTH ALONG TRUNK HIGHWAY 71 FROM
 DP2235'NORTH JUNCTION OF TRUNK HIGHWAY 71 AND TRUNK HIGHWAY 197 IN BEMIDJI,
 DP2235'AT TRUNK HIGHWAY 71 MILE POINT 313.4.
 DP2235'
 DP2235'THE MARK IS LOCATED 36.1 FT (11.0 M) WEST OF NORTHBOUND TRUNK HIGHWAY
 DP2235'71, 54.0 FT (16.5 M) EAST OF SOUTHBOUND TRUNK HIGHWAY 71, 70.5 FT
 DP2235'(21.5 M) NORTH OF CROSS OVER FOR NET WAY NORTHWEST, 1.5 FT (0.5 M)
 DP2235'SOUTH OF A WITNESS POST.
 DP2235'
 DP2235'NOTE - THE STATION MARK CONSISTS OF A 3/4 INCH (19 MM) DIAMETER
 DP2235'ALUMINUM ROD DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL MARK
 DP2235'REMOVABLE DISK SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY
 DP2235'A SIX-INCH PVC PIPE BACKFILLED WITH WASHED SAND.
 DP2235
 DP2235                          STATION RECOVERY (2014)
 DP2235
 DP2235'RECOVERY NOTE BY MN DEPT OF TRANSP 2014 (KMS)
 DP2235'IN BEMIDJI, 1.0 MI (1.6 KM) NORTH ALONG TRUNK HIGHWAY 71 FROM NORTH
 DP2235'JUNCTION OF TRUNK HIGHWAY 71 AND TRUNK HIGHWAY 197 IN BEMIDJI, AT
 DP2235'TRUNK HIGHWAY 71 MILE POINT 313.4, 36.1 FT (11.0 M) WEST OF NORTHBOUND
 DP2235'TRUNK HIGHWAY 71, 54.0 FT (16.5 M) EAST OF SOUTHBOUND TRUNK HIGHWAY
 DP2235'71, 70.5 FT (21.5 M) NORTH OF CROSS OVER FOR NET WAY NORTHWEST, 1.5 FT
 DP2235'(0.5 M) SOUTH OF A WITNESS POST.
 DP2235
 DP2235                          STATION RECOVERY (2018)
 DP2235
 DP2235'RECOVERY NOTE BY MN DEPT OF TRANSP 2018 (TJD)
 DP2235'RECOVERED IN GOOD CONDITION.
 DP2235
 DP2235                          STATION RECOVERY (2022)
 DP2235
 DP2235'RECOVERY NOTE BY MN DEPT OF TRANSP 2022 (TXD)
 DP2235'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DP2236 ***********************************************************************
 DP2236  DESIGNATION -  0410 BG
 DP2236  PID         -  DP2236
 DP2236  STATE/COUNTY-  MN/BELTRAMI
 DP2236  COUNTRY     -  US
 DP2236  USGS QUAD   -  PETERSON LAKE (2019)
 DP2236
 DP2236                         *CURRENT SURVEY CONTROL
 DP2236  ______________________________________________________________________
 DP2236* NAD 83(2011) POSITION- 47 31 17.75377(N) 094 54 16.95014(W)   ADJUSTED
 DP2236* NAD 83(2011) ELLIP HT-   389.962 (meters)        (11/22/22)   ADJUSTED
 DP2236* NAD 83(2011) EPOCH   -  2010.00
 DP2236* NAVD 88 ORTHO HEIGHT -   418.074 (meters)     1371.63  (feet) ADJUSTED
 DP2236  ______________________________________________________________________
 DP2236  GEOID HEIGHT    -        -28.117 (meters)                     GEOID18
 DP2236  NAD 83(2011) X  -   -368,958.186 (meters)                     COMP
 DP2236  NAD 83(2011) Y  - -4,299,559.356 (meters)                     COMP
 DP2236  NAD 83(2011) Z  -  4,681,407.325 (meters)                     COMP
 DP2236  LAPLACE CORR    -         -2.21  (seconds)                    DEFLEC18
 DP2236  DYNAMIC HEIGHT  -        418.116 (meters)     1371.77  (feet) COMP
 DP2236  MODELED GRAVITY -    980,701.5   (mgal)                       NAVD 88
 DP2236
 DP2236  VERT ORDER      -  SECOND    CLASS I
 DP2236
 DP2236  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DP2236  Standards:
 DP2236         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DP2236            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DP2236  -------------------------------------------------------------------
 DP2236  NETWORK    0.83   1.35           0.38   0.28   0.69     -0.13617436
 DP2236  -------------------------------------------------------------------
 DP2236  Click here for local accuracies and other accuracy information.
 DP2236
 DP2236.The horizontal coordinates were established by GPS observations
 DP2236.and adjusted by the MN DEPT OF TRANSP in November 2022.
 DP2236
 DP2236.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DP2236.been affixed to the stable North American tectonic plate. See 
 DP2236.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DP2236
 DP2236.The horizontal coordinates are valid at the epoch date displayed above
 DP2236.which is a decimal equivalence of Year/Month/Day.
 DP2236
 DP2236.The orthometric height was determined by differential leveling and
 DP2236.adjusted by the NATIONAL GEODETIC SURVEY
 DP2236.in September 2014.
 DP2236
 DP2236.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP2236.GEOID18 height accuracy estimate available here.
 DP2236
 DP2236.Click photographs - Photos may exist for this station.
 DP2236
 DP2236.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DP2236
 DP2236.The Laplace correction was computed from DEFLEC18 derived deflections.
 DP2236
 DP2236.The ellipsoidal height was determined by GPS observations
 DP2236.and is referenced to NAD 83.
 DP2236
 DP2236.The dynamic height is computed by dividing the NAVD 88
 DP2236.geopotential number by the normal gravity value computed on the
 DP2236.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP2236.degrees latitude (g = 980.6199 gals.).
 DP2236
 DP2236.The modeled gravity was interpolated from observed gravity values.
 DP2236
 DP2236. The following values were computed from the NAD 83(2011) position.
 DP2236
 DP2236;                    North         East     Units Scale Factor Converg.
 DP2236;SPC MN N     -   215,160.686   664,106.135   MT  0.99991774   -1 20 15.7
 DP2236;SPC MN N     -   705,906.35  2,178,821.54   sFT  0.99991774   -1 20 15.7
 DP2236;UTM  15      - 5,264,888.209   356,611.011   MT  0.99985267   -1 24 18.1
 DP2236
 DP2236!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DP2236!SPC MN N     -   0.99993888  x   0.99991774  =   0.99985663
 DP2236!UTM  15      -   0.99993888  x   0.99985267  =   0.99979156
 DP2236
 DP2236_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUN5661164888(NAD 83)
 DP2236
 DP2236                          SUPERSEDED SURVEY CONTROL
 DP2236
 DP2236.No superseded survey control is available for this station.
 DP2236
 DP2236_MARKER: F = FLANGE-ENCASED ROD
 DP2236_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DP2236_STAMPING: 0410 BG 2012
 DP2236_MARK LOGO: MNDT
 DP2236_PROJECTION: RECESSED 3 CENTIMETERS
 DP2236_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DP2236_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DP2236_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP2236+SATELLITE: SATELLITE OBSERVATIONS - August 23, 2022
 DP2236_ROD/PIPE-DEPTH: 11.6 meters
 DP2236
 DP2236  HISTORY     - Date     Condition        Report By
 DP2236  HISTORY     - 20120918 MONUMENTED       MNDT
 DP2236  HISTORY     - 20220823 GOOD             MNDT
 DP2236
 DP2236                          STATION DESCRIPTION
 DP2236
 DP2236'DESCRIBED BY MN DEPT OF TRANSP 2012
 DP2236'THE STATION IS LOCATED ABOUT 8.5 MI (13.7 KM) WEST-SOUTHWEST OF TURTLE
 DP2236'RIVER, 4.7 MI (7.6 KM) EAST-NORTHEAST OF WILTON AND 3.5 MI (5.6 KM)
 DP2236'NORTH-NORTHWEST OF BEMIDJI.
 DP2236'
 DP2236'TO REACH THE MARK GO 1.85 MI (3.0 KM) NORTH ALONG TRUNK HIGHWAY 71
 DP2236'FROM NORTH JUNCTION OF TRUNK HIGHWAY 71 AND TRUNK HIGHWAY 197 IN
 DP2236'BEMIDJI, AT TRUNK HIGHWAY 71 MILE POINT 314.25.
 DP2236'
 DP2236'THE MARK IS LOCATED 94.2 FT (28.7 M) EAST OF NORTHBOUND TRUNK HIGHWAY
 DP2236'71, 34.2 FT (10.4 M) NORTH OF EXTENDED BLUEBERRY LANE NORTHWEST, 35.3
 DP2236'FT (10.8 M) NORTH OF ENTRANCE TO LAKES CONCRETE DRIVEWAY NUMBER 5422
 DP2236'AND 5426, 5.3 FT (1.6 M) SOUTHWEST OF A WITNESS POST.
 DP2236'
 DP2236'NOTE - THE STATION MARK CONSISTS OF A 3/4 INCH (19 MM) DIAMETER
 DP2236'ALUMINUM ROD DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL MARK
 DP2236'REMOVABLE DISK SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY
 DP2236'A SIX-INCH PVC PIPE BACKFILLED WITH WASHED SAND.
 DP2236
 DP2236                          STATION RECOVERY (2022)
 DP2236
 DP2236'RECOVERY NOTE BY MN DEPT OF TRANSP 2022 (TXD)
 DP2236'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DP2239 ***********************************************************************
 DP2239  DESIGNATION -  0410 BH
 DP2239  PID         -  DP2239
 DP2239  STATE/COUNTY-  MN/BELTRAMI
 DP2239  COUNTRY     -  US
 DP2239  USGS QUAD   -  PETERSON LAKE (2019)
 DP2239
 DP2239                         *CURRENT SURVEY CONTROL
 DP2239  ______________________________________________________________________
 DP2239* NAD 83(2011) POSITION- 47 32 39.97236(N) 094 53 02.35501(W)   ADJUSTED
 DP2239* NAD 83(2011) ELLIP HT-   388.759 (meters)        (11/22/22)   ADJUSTED
 DP2239* NAD 83(2011) EPOCH   -  2010.00
 DP2239* NAVD 88 ORTHO HEIGHT -   416.880 (meters)     1367.71  (feet) ADJUSTED
 DP2239  ______________________________________________________________________
 DP2239  GEOID HEIGHT    -        -28.127 (meters)                     GEOID18
 DP2239  NAD 83(2011) X  -   -367,243.686 (meters)                     COMP
 DP2239  NAD 83(2011) Y  - -4,297,825.294 (meters)                     COMP
 DP2239  NAD 83(2011) Z  -  4,683,120.930 (meters)                     COMP
 DP2239  LAPLACE CORR    -         -2.00  (seconds)                    DEFLEC18
 DP2239  DYNAMIC HEIGHT  -        416.924 (meters)     1367.86  (feet) COMP
 DP2239  MODELED GRAVITY -    980,705.3   (mgal)                       NAVD 88
 DP2239
 DP2239  VERT ORDER      -  SECOND    CLASS I
 DP2239
 DP2239  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DP2239  Standards:
 DP2239         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DP2239            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DP2239  -------------------------------------------------------------------
 DP2239  NETWORK    0.85   1.41           0.39   0.29   0.72     -0.14382617
 DP2239  -------------------------------------------------------------------
 DP2239  Click here for local accuracies and other accuracy information.
 DP2239
 DP2239.The horizontal coordinates were established by GPS observations
 DP2239.and adjusted by the MN DEPT OF TRANSP in November 2022.
 DP2239
 DP2239.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DP2239.been affixed to the stable North American tectonic plate. See 
 DP2239.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DP2239
 DP2239.The horizontal coordinates are valid at the epoch date displayed above
 DP2239.which is a decimal equivalence of Year/Month/Day.
 DP2239
 DP2239.The orthometric height was determined by differential leveling and
 DP2239.adjusted by the NATIONAL GEODETIC SURVEY
 DP2239.in September 2014.
 DP2239
 DP2239.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP2239.GEOID18 height accuracy estimate available here.
 DP2239
 DP2239.Click photographs - Photos may exist for this station.
 DP2239
 DP2239.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DP2239
 DP2239.The Laplace correction was computed from DEFLEC18 derived deflections.
 DP2239
 DP2239.The ellipsoidal height was determined by GPS observations
 DP2239.and is referenced to NAD 83.
 DP2239
 DP2239.The dynamic height is computed by dividing the NAVD 88
 DP2239.geopotential number by the normal gravity value computed on the
 DP2239.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP2239.degrees latitude (g = 980.6199 gals.).
 DP2239
 DP2239.The modeled gravity was interpolated from observed gravity values.
 DP2239
 DP2239. The following values were computed from the NAD 83(2011) position.
 DP2239
 DP2239;                    North         East     Units Scale Factor Converg.
 DP2239;SPC MN N     -   217,662.792   665,724.723   MT  0.99991565   -1 19 20.4
 DP2239;SPC MN N     -   714,115.34  2,184,131.86   sFT  0.99991565   -1 19 20.4
 DP2239;UTM  15      - 5,267,388.235   358,232.442   MT  0.99984699   -1 23 24.9
 DP2239
 DP2239!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DP2239!SPC MN N     -   0.99993907  x   0.99991565  =   0.99985472
 DP2239!UTM  15      -   0.99993907  x   0.99984699  =   0.99978607
 DP2239
 DP2239_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUN5823267388(NAD 83)
 DP2239
 DP2239                          SUPERSEDED SURVEY CONTROL
 DP2239
 DP2239.No superseded survey control is available for this station.
 DP2239
 DP2239_MARKER: I = METAL ROD
 DP2239_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DP2239_STAMPING: 0410 BH 2012
 DP2239_MARK LOGO: MNDT
 DP2239_PROJECTION: RECESSED 8 CENTIMETERS
 DP2239_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DP2239_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DP2239_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP2239+SATELLITE: SATELLITE OBSERVATIONS - August 23, 2022
 DP2239_ROD/PIPE-DEPTH: 9.1 meters
 DP2239
 DP2239  HISTORY     - Date     Condition        Report By
 DP2239  HISTORY     - 20120918 MONUMENTED       MNDT
 DP2239  HISTORY     - 20220823 GOOD             MNDT
 DP2239
 DP2239                          STATION DESCRIPTION
 DP2239
 DP2239'DESCRIBED BY MN DEPT OF TRANSP 2012
 DP2239'THE STATION IS LOCATED ABOUT 6.9 MI (11.1 KM) WEST-SOUTHWEST OF TURTLE
 DP2239'RIVER, 6.2 MI (10.0 KM) EAST-NORTHEAST OF WILTON AND 4.9 MI (7.9 KM)
 DP2239'NORTH OF BEMIDJI.
 DP2239'
 DP2239'TO REACH THE MARK GO 3.7 MI (6.0 KM) NORTHEAST ALONG TRUNK HIGHWAY 71
 DP2239'FROM NORTH JUNCTION OF TRUNK HIGHWAY 71 AND TRUNK HIGHWAY 197 IN
 DP2239'BEMIDJI, AT TRUNK HIGHWAY 71 MILE POINT 316.10.
 DP2239'
 DP2239'THE MARK IS LOCATED 23.6 FT (7.2 M) NORTHWEST OF NORTHBOUND TRUNK
 DP2239'HIGHWAY 71, 66.8 FT (20.4 M) SOUTHEAST OF SOUTHBOUND TRUNK HIGHWAY 71,
 DP2239'2.2 FT (0.7 M) NORTHEAST OF A WITNESS POST.
 DP2239
 DP2239                          STATION RECOVERY (2022)
 DP2239
 DP2239'RECOVERY NOTE BY MN DEPT OF TRANSP 2022 (FXP)
 DP2239'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DP2240 ***********************************************************************
 DP2240  DESIGNATION -  0410 BJ
 DP2240  PID         -  DP2240
 DP2240  STATE/COUNTY-  MN/BELTRAMI
 DP2240  COUNTRY     -  US
 DP2240  USGS QUAD   -  TURTLE RIVER (2019)
 DP2240
 DP2240                         *CURRENT SURVEY CONTROL
 DP2240  ______________________________________________________________________
 DP2240* NAD 83(2011) POSITION- 47 33 11.01187(N) 094 52 19.18475(W)   ADJUSTED
 DP2240* NAD 83(2011) ELLIP HT-   395.240 (meters)        (11/22/22)   ADJUSTED
 DP2240* NAD 83(2011) EPOCH   -  2010.00
 DP2240* NAVD 88 ORTHO HEIGHT -   423.380 (meters)     1389.04  (feet) ADJUSTED
 DP2240  ______________________________________________________________________
 DP2240  GEOID HEIGHT    -        -28.129 (meters)                     GEOID18
 DP2240  NAD 83(2011) X  -   -366,284.459 (meters)                     COMP
 DP2240  NAD 83(2011) Y  - -4,297,201.615 (meters)                     COMP
 DP2240  NAD 83(2011) Z  -  4,683,772.783 (meters)                     COMP
 DP2240  LAPLACE CORR    -         -1.79  (seconds)                    DEFLEC18
 DP2240  DYNAMIC HEIGHT  -        423.426 (meters)     1389.19  (feet) COMP
 DP2240  MODELED GRAVITY -    980,707.2   (mgal)                       NAVD 88
 DP2240
 DP2240  VERT ORDER      -  SECOND    CLASS I
 DP2240
 DP2240  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DP2240  Standards:
 DP2240         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DP2240            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DP2240  -------------------------------------------------------------------
 DP2240  NETWORK    0.85   1.35           0.39   0.29   0.69     -0.15563586
 DP2240  -------------------------------------------------------------------
 DP2240  Click here for local accuracies and other accuracy information.
 DP2240
 DP2240.The horizontal coordinates were established by GPS observations
 DP2240.and adjusted by the MN DEPT OF TRANSP in November 2022.
 DP2240
 DP2240.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DP2240.been affixed to the stable North American tectonic plate. See 
 DP2240.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DP2240
 DP2240.The horizontal coordinates are valid at the epoch date displayed above
 DP2240.which is a decimal equivalence of Year/Month/Day.
 DP2240
 DP2240.The orthometric height was determined by differential leveling and
 DP2240.adjusted by the NATIONAL GEODETIC SURVEY
 DP2240.in September 2014.
 DP2240
 DP2240.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP2240.GEOID18 height accuracy estimate available here.
 DP2240
 DP2240.Click photographs - Photos may exist for this station.
 DP2240
 DP2240.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DP2240
 DP2240.The Laplace correction was computed from DEFLEC18 derived deflections.
 DP2240
 DP2240.The ellipsoidal height was determined by GPS observations
 DP2240.and is referenced to NAD 83.
 DP2240
 DP2240.The dynamic height is computed by dividing the NAVD 88
 DP2240.geopotential number by the normal gravity value computed on the
 DP2240.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP2240.degrees latitude (g = 980.6199 gals.).
 DP2240
 DP2240.The modeled gravity was interpolated from observed gravity values.
 DP2240
 DP2240. The following values were computed from the NAD 83(2011) position.
 DP2240
 DP2240;                    North         East     Units Scale Factor Converg.
 DP2240;SPC MN N     -   218,600.315   666,649.117   MT  0.99991490   -1 18 48.4
 DP2240;SPC MN N     -   717,191.20  2,187,164.64   sFT  0.99991490   -1 18 48.4
 DP2240;UTM  15      - 5,268,324.595   359,157.884   MT  0.99984377   -1 22 53.7
 DP2240
 DP2240!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DP2240!SPC MN N     -   0.99993805  x   0.99991490  =   0.99985296
 DP2240!UTM  15      -   0.99993805  x   0.99984377  =   0.99978183
 DP2240
 DP2240_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUN5915768324(NAD 83)
 DP2240
 DP2240                          SUPERSEDED SURVEY CONTROL
 DP2240
 DP2240.No superseded survey control is available for this station.
 DP2240
 DP2240_MARKER: F = FLANGE-ENCASED ROD
 DP2240_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DP2240_STAMPING: 0410 BJ 2012
 DP2240_MARK LOGO: MNDT
 DP2240_PROJECTION: RECESSED 3 CENTIMETERS
 DP2240_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DP2240_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DP2240_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP2240+SATELLITE: SATELLITE OBSERVATIONS - August 23, 2022
 DP2240_ROD/PIPE-DEPTH: 12.2 meters
 DP2240
 DP2240  HISTORY     - Date     Condition        Report By
 DP2240  HISTORY     - 20120918 MONUMENTED       MNDT
 DP2240  HISTORY     - 20220823 GOOD             MNDT
 DP2240
 DP2240                          STATION DESCRIPTION
 DP2240
 DP2240'DESCRIBED BY MN DEPT OF TRANSP 2012
 DP2240'THE STATION IS LOCATED ABOUT 6.9 MI (11.1 KM) EAST-NORTHEAST OF
 DP2240'WILTON, 6.1 MI (9.8 KM) WEST-SOUTHWEST OF TURTLE RIVER AND 5.5 MI (8.8
 DP2240'KM) NORTH OF BEMIDJI.
 DP2240'
 DP2240'TO REACH THE MARK GO 4.55 MI (7.3 KM) NORTHEAST ALONG TRUNK HIGHWAY 71
 DP2240'FROM NORTH JUNCTION OF TRUNK HIGHWAY 71 AND TRUNK HIGHWAY 197 IN
 DP2240'BEMIDJI, AT TRUNK HIGHWAY 71 MILE POINT 316.9.
 DP2240'
 DP2240'THE MARK IS LOCATED 80.9 FT (24.7 M) SOUTHEAST OF NORTHBOUND TRUNK
 DP2240'HIGHWAY 71, 1.5 FT (0.5 M) NORTHWEST OF A WITNESS POST.
 DP2240'
 DP2240'NOTE - THE STATION MARK CONSISTS OF A 3/4 INCH (19 MM) DIAMETER
 DP2240'ALUMINUM ROD DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL MARK
 DP2240'REMOVABLE DISK SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY
 DP2240'A SIX-INCH PVC PIPE BACKFILLED WITH WASHED SAND.
 DP2240
 DP2240                          STATION RECOVERY (2022)
 DP2240
 DP2240'RECOVERY NOTE BY MN DEPT OF TRANSP 2022 (AXH)
 DP2240'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DP2246 ***********************************************************************
 DP2246  DESIGNATION -  0410 BK
 DP2246  PID         -  DP2246
 DP2246  STATE/COUNTY-  MN/BELTRAMI
 DP2246  COUNTRY     -  US
 DP2246  USGS QUAD   -  TURTLE RIVER (2019)
 DP2246
 DP2246                         *CURRENT SURVEY CONTROL
 DP2246  ______________________________________________________________________
 DP2246* NAD 83(2011) POSITION- 47 34 40.53028(N) 094 48 52.38584(W)   ADJUSTED
 DP2246* NAD 83(2011) ELLIP HT-   398.696 (meters)        (11/22/22)   ADJUSTED
 DP2246* NAD 83(2011) EPOCH   -  2010.00
 DP2246* NAVD 88 ORTHO HEIGHT -   426.838 (meters)     1400.38  (feet) ADJUSTED
 DP2246  ______________________________________________________________________
 DP2246  GEOID HEIGHT    -        -28.139 (meters)                     GEOID18
 DP2246  NAD 83(2011) X  -   -361,804.873 (meters)                     COMP
 DP2246  NAD 83(2011) Y  - -4,295,535.621 (meters)                     COMP
 DP2246  NAD 83(2011) Z  -  4,685,640.905 (meters)                     COMP
 DP2246  LAPLACE CORR    -         -1.22  (seconds)                    DEFLEC18
 DP2246  DYNAMIC HEIGHT  -        426.887 (meters)     1400.55  (feet) COMP
 DP2246  MODELED GRAVITY -    980,714.8   (mgal)                       NAVD 88
 DP2246
 DP2246  VERT ORDER      -  SECOND    CLASS I
 DP2246
 DP2246  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DP2246  Standards:
 DP2246         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DP2246            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DP2246  -------------------------------------------------------------------
 DP2246  NETWORK    0.77   1.22           0.35   0.26   0.62     -0.16524292
 DP2246  -------------------------------------------------------------------
 DP2246  Click here for local accuracies and other accuracy information.
 DP2246
 DP2246.The horizontal coordinates were established by GPS observations
 DP2246.and adjusted by the MN DEPT OF TRANSP in November 2022.
 DP2246
 DP2246.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DP2246.been affixed to the stable North American tectonic plate. See 
 DP2246.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DP2246
 DP2246.The horizontal coordinates are valid at the epoch date displayed above
 DP2246.which is a decimal equivalence of Year/Month/Day.
 DP2246
 DP2246.The orthometric height was determined by differential leveling and
 DP2246.adjusted by the NATIONAL GEODETIC SURVEY
 DP2246.in September 2014.
 DP2246
 DP2246.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP2246.GEOID18 height accuracy estimate available here.
 DP2246
 DP2246.Click photographs - Photos may exist for this station.
 DP2246
 DP2246.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DP2246
 DP2246.The Laplace correction was computed from DEFLEC18 derived deflections.
 DP2246
 DP2246.The ellipsoidal height was determined by GPS observations
 DP2246.and is referenced to NAD 83.
 DP2246
 DP2246.The dynamic height is computed by dividing the NAVD 88
 DP2246.geopotential number by the normal gravity value computed on the
 DP2246.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP2246.degrees latitude (g = 980.6199 gals.).
 DP2246
 DP2246.The modeled gravity was interpolated from observed gravity values.
 DP2246
 DP2246. The following values were computed from the NAD 83(2011) position.
 DP2246
 DP2246;                    North         East     Units Scale Factor Converg.
 DP2246;SPC MN N     -   221,266.578   671,032.646   MT  0.99991287   -1 16 15.1
 DP2246;SPC MN N     -   725,938.76  2,201,546.27   sFT  0.99991287   -1 16 15.1
 DP2246;UTM  15      - 5,270,985.409   363,544.256   MT  0.99982882   -1 20 22.9
 DP2246
 DP2246!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DP2246!SPC MN N     -   0.99993751  x   0.99991287  =   0.99985039
 DP2246!UTM  15      -   0.99993751  x   0.99982882  =   0.99976634
 DP2246
 DP2246_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUN6354470985(NAD 83)
 DP2246
 DP2246                          SUPERSEDED SURVEY CONTROL
 DP2246
 DP2246.No superseded survey control is available for this station.
 DP2246
 DP2246_MARKER: F = FLANGE-ENCASED ROD
 DP2246_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DP2246_STAMPING: 0410 BK 2012
 DP2246_MARK LOGO: MNDT
 DP2246_PROJECTION: RECESSED 5 CENTIMETERS
 DP2246_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DP2246_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DP2246_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP2246+SATELLITE: SATELLITE OBSERVATIONS - August 25, 2022
 DP2246_ROD/PIPE-DEPTH: 8.8 meters
 DP2246
 DP2246  HISTORY     - Date     Condition        Report By
 DP2246  HISTORY     - 20120918 MONUMENTED       MNDT
 DP2246  HISTORY     - 20220825 GOOD             MNDT
 DP2246
 DP2246                          STATION DESCRIPTION
 DP2246
 DP2246'DESCRIBED BY MN DEPT OF TRANSP 2012
 DP2246'THE STATION IS LOCATED ABOUT 8.1 MI (13.0 KM) SOUTH-SOUTHEAST OF
 DP2246'PUPOSKY, 7.8 MI (12.6 KM) NORTH-NORTHEAST OF BEMIDJI AND 3.0 MI (4.8
 DP2246'KM) WEST-SOUTHWEST OF TURTLE RIVER.
 DP2246'
 DP2246'TO REACH THE MARK GO 2.5 MI (4.0 KM) SOUTHWEST ALONG TRUNK HIGHWAY 71
 DP2246'FROM THE JUNCTION OF TRUNK HIGHWAY 71 AND COUNTY ROAD 57 IN TURTLE
 DP2246'RIVER, AT TRUNK HIGHWAY 71 MILE POINT 320.15.
 DP2246'
 DP2246'THE MARK IS LOCATED 75.8 FT (23.1 M) NORTHWEST OF TRUNK HIGHWAY 71,
 DP2246'1.5 FT (0.5 M) SOUTHWEST OF A WITNESS POST.
 DP2246'
 DP2246'NOTE - THE STATION MARK CONSISTS OF A 3/4 INCH (19 MM) DIAMETER
 DP2246'ALUMINUM ROD DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL MARK
 DP2246'REMOVABLE DISK SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY
 DP2246'A SIX-INCH PVC PIPE BACKFILLED WITH WASHED SAND.
 DP2246
 DP2246                          STATION RECOVERY (2022)
 DP2246
 DP2246'RECOVERY NOTE BY MN DEPT OF TRANSP 2022 (TXD)
 DP2246'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DP2248 ***********************************************************************
 DP2248  DESIGNATION -  0410 BL
 DP2248  PID         -  DP2248
 DP2248  STATE/COUNTY-  MN/BELTRAMI
 DP2248  COUNTRY     -  US
 DP2248  USGS QUAD   -  TURTLE RIVER (2019)
 DP2248
 DP2248                         *CURRENT SURVEY CONTROL
 DP2248  ______________________________________________________________________
 DP2248* NAD 83(2011) POSITION- 47 35 13.04904(N) 094 47 45.34497(W)   ADJUSTED
 DP2248* NAD 83(2011) ELLIP HT-   386.294 (meters)        (11/22/22)   ADJUSTED
 DP2248* NAD 83(2011) EPOCH   -  2010.00
 DP2248* NAVD 88 ORTHO HEIGHT -   414.437 (meters)     1359.70  (feet) ADJUSTED
 DP2248  ______________________________________________________________________
 DP2248  GEOID HEIGHT    -        -28.138 (meters)                     GEOID18
 DP2248  NAD 83(2011) X  -   -360,346.013 (meters)                     COMP
 DP2248  NAD 83(2011) Y  - -4,294,905.774 (meters)                     COMP
 DP2248  NAD 83(2011) Z  -  4,686,309.225 (meters)                     COMP
 DP2248  LAPLACE CORR    -         -0.77  (seconds)                    DEFLEC18
 DP2248  DYNAMIC HEIGHT  -        414.486 (meters)     1359.86  (feet) COMP
 DP2248  MODELED GRAVITY -    980,717.9   (mgal)                       NAVD 88
 DP2248
 DP2248  VERT ORDER      -  SECOND    CLASS I
 DP2248
 DP2248  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DP2248  Standards:
 DP2248         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DP2248            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DP2248  -------------------------------------------------------------------
 DP2248  NETWORK    0.83   1.33           0.38   0.28   0.68     -0.21965137
 DP2248  -------------------------------------------------------------------
 DP2248  Click here for local accuracies and other accuracy information.
 DP2248
 DP2248.The horizontal coordinates were established by GPS observations
 DP2248.and adjusted by the MN DEPT OF TRANSP in November 2022.
 DP2248
 DP2248.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DP2248.been affixed to the stable North American tectonic plate. See 
 DP2248.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DP2248
 DP2248.The horizontal coordinates are valid at the epoch date displayed above
 DP2248.which is a decimal equivalence of Year/Month/Day.
 DP2248
 DP2248.The orthometric height was determined by differential leveling and
 DP2248.adjusted by the NATIONAL GEODETIC SURVEY
 DP2248.in September 2014.
 DP2248
 DP2248.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP2248.GEOID18 height accuracy estimate available here.
 DP2248
 DP2248.Click photographs - Photos may exist for this station.
 DP2248
 DP2248.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DP2248
 DP2248.The Laplace correction was computed from DEFLEC18 derived deflections.
 DP2248
 DP2248.The ellipsoidal height was determined by GPS observations
 DP2248.and is referenced to NAD 83.
 DP2248
 DP2248.The dynamic height is computed by dividing the NAVD 88
 DP2248.geopotential number by the normal gravity value computed on the
 DP2248.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP2248.degrees latitude (g = 980.6199 gals.).
 DP2248
 DP2248.The modeled gravity was interpolated from observed gravity values.
 DP2248
 DP2248. The following values were computed from the NAD 83(2011) position.
 DP2248
 DP2248;                    North         East     Units Scale Factor Converg.
 DP2248;SPC MN N     -   222,239.655   672,455.219   MT  0.99991217   -1 15 25.4
 DP2248;SPC MN N     -   729,131.27  2,206,213.50   sFT  0.99991217   -1 15 25.4
 DP2248;UTM  15      - 5,271,956.689   364,967.877   MT  0.99982407   -1 19 34.1
 DP2248
 DP2248!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DP2248!SPC MN N     -   0.99993946  x   0.99991217  =   0.99985163
 DP2248!UTM  15      -   0.99993946  x   0.99982407  =   0.99976354
 DP2248
 DP2248_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUN6496771956(NAD 83)
 DP2248
 DP2248                          SUPERSEDED SURVEY CONTROL
 DP2248
 DP2248.No superseded survey control is available for this station.
 DP2248
 DP2248_MARKER: F = FLANGE-ENCASED ROD
 DP2248_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DP2248_STAMPING: 0410 BL 2012
 DP2248_MARK LOGO: MNDT
 DP2248_PROJECTION: RECESSED 5 CENTIMETERS
 DP2248_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DP2248_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DP2248_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP2248+SATELLITE: SATELLITE OBSERVATIONS - August 25, 2022
 DP2248_ROD/PIPE-DEPTH: 24.4 meters
 DP2248
 DP2248  HISTORY     - Date     Condition        Report By
 DP2248  HISTORY     - 20120918 MONUMENTED       MNDT
 DP2248  HISTORY     - 20211025 GOOD             MNDT
 DP2248  HISTORY     - 20220825 GOOD             MNDT
 DP2248
 DP2248                          STATION DESCRIPTION
 DP2248
 DP2248'DESCRIBED BY MN DEPT OF TRANSP 2012
 DP2248'THE STATION IS LOCATED ABOUT 8.1 MI (13.0 KM) SOUTHEAST OF PUPOSKY,
 DP2248'7.4 MI (11.9 KM) SOUTHWEST OF TENSTRIKE AND 2.1 MI (3.4 KM) WEST OF
 DP2248'TURTLE RIVER.
 DP2248'
 DP2248'TO REACH THE MARK GO 1.45 MI (2.3 KM) SOUTHWEST ALONG TRUNK HIGHWAY 71
 DP2248'FROM THE JUNCTION OF TRUNK HIGHWAY 71 AND COUNTY ROAD 57 IN TURTLE
 DP2248'RIVER, AT TRUNK HIGHWAY 71 MILE POINT 321.2.
 DP2248'
 DP2248'THE MARK IS LOCATED 87.3 FT (26.6 M) NORTHWEST OF TRUNK HIGHWAY 71,
 DP2248'47.0 FT (14.3 M) NORTHEAST OF SOUTH BAY COURT NORTHEAST, 17.3 FT (5.3
 DP2248'M) SOUTH OF CABLE BOX NUMBER 2C9, 1.5 FT (0.5 M) SOUTHWEST OF A
 DP2248'WITNESS POST.
 DP2248'
 DP2248'NOTE - THE STATION MARK CONSISTS OF A 3/4 INCH (19 MM) DIAMETER
 DP2248'ALUMINUM ROD DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL MARK
 DP2248'REMOVABLE DISK SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY
 DP2248'A SIX-INCH PVC PIPE BACKFILLED WITH WASHED SAND.
 DP2248
 DP2248                          STATION RECOVERY (2021)
 DP2248
 DP2248'RECOVERY NOTE BY MN DEPT OF TRANSP 2021 (KMS)
 DP2248'RECOVERED IN GOOD CONDITION.
 DP2248
 DP2248                          STATION RECOVERY (2022)
 DP2248
 DP2248'RECOVERY NOTE BY MN DEPT OF TRANSP 2022 (AXH)
 DP2248'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DP2255 ***********************************************************************
 DP2255  DESIGNATION -  0410 BN
 DP2255  PID         -  DP2255
 DP2255  STATE/COUNTY-  MN/BELTRAMI
 DP2255  COUNTRY     -  US
 DP2255  USGS QUAD   -  TURTLE RIVER LAKE (2019)
 DP2255
 DP2255                         *CURRENT SURVEY CONTROL
 DP2255  ______________________________________________________________________
 DP2255* NAD 83(2011) POSITION- 47 36 36.79205(N) 094 44 33.37946(W)   ADJUSTED
 DP2255* NAD 83(2011) ELLIP HT-   381.300 (meters)        (11/22/22)   ADJUSTED
 DP2255* NAD 83(2011) EPOCH   -  2010.00
 DP2255* NAVD 88 ORTHO HEIGHT -   409.396 (meters)     1343.16  (feet) ADJUSTED
 DP2255  ______________________________________________________________________
 DP2255  GEOID HEIGHT    -        -28.116 (meters)                     GEOID18
 DP2255  NAD 83(2011) X  -   -356,190.503 (meters)                     COMP
 DP2255  NAD 83(2011) Y  - -4,293,332.507 (meters)                     COMP
 DP2255  NAD 83(2011) Z  -  4,688,049.652 (meters)                     COMP
 DP2255  LAPLACE CORR    -          0.72  (seconds)                    DEFLEC18
 DP2255  DYNAMIC HEIGHT  -        409.448 (meters)     1343.33  (feet) COMP
 DP2255  MODELED GRAVITY -    980,728.1   (mgal)                       NAVD 88
 DP2255
 DP2255  VERT ORDER      -  SECOND    CLASS I
 DP2255
 DP2255  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DP2255  Standards:
 DP2255         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DP2255            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DP2255  -------------------------------------------------------------------
 DP2255  NETWORK    0.80   1.27           0.37   0.27   0.65     -0.10909517
 DP2255  -------------------------------------------------------------------
 DP2255  Click here for local accuracies and other accuracy information.
 DP2255
 DP2255.The horizontal coordinates were established by GPS observations
 DP2255.and adjusted by the MN DEPT OF TRANSP in November 2022.
 DP2255
 DP2255.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DP2255.been affixed to the stable North American tectonic plate. See 
 DP2255.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DP2255
 DP2255.The horizontal coordinates are valid at the epoch date displayed above
 DP2255.which is a decimal equivalence of Year/Month/Day.
 DP2255
 DP2255.The orthometric height was determined by differential leveling and
 DP2255.adjusted by the NATIONAL GEODETIC SURVEY
 DP2255.in September 2014.
 DP2255
 DP2255.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP2255.GEOID18 height accuracy estimate available here.
 DP2255
 DP2255.Click photographs - Photos may exist for this station.
 DP2255
 DP2255.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DP2255
 DP2255.The Laplace correction was computed from DEFLEC18 derived deflections.
 DP2255
 DP2255.The ellipsoidal height was determined by GPS observations
 DP2255.and is referenced to NAD 83.
 DP2255
 DP2255.The dynamic height is computed by dividing the NAVD 88
 DP2255.geopotential number by the normal gravity value computed on the
 DP2255.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP2255.degrees latitude (g = 980.6199 gals.).
 DP2255
 DP2255.The modeled gravity was interpolated from observed gravity values.
 DP2255
 DP2255. The following values were computed from the NAD 83(2011) position.
 DP2255
 DP2255;                    North         East     Units Scale Factor Converg.
 DP2255;SPC MN N     -   224,738.562   676,519.845   MT  0.99991051   -1 13 03.1
 DP2255;SPC MN N     -   737,329.77  2,219,548.86   sFT  0.99991051   -1 13 03.1
 DP2255;UTM  15      - 5,274,450.437   369,035.144   MT  0.99981078   -1 17 14.0
 DP2255
 DP2255!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DP2255!SPC MN N     -   0.99994024  x   0.99991051  =   0.99985075
 DP2255!UTM  15      -   0.99994024  x   0.99981078  =   0.99975103
 DP2255
 DP2255_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUN6903574450(NAD 83)
 DP2255
 DP2255                          SUPERSEDED SURVEY CONTROL
 DP2255
 DP2255.No superseded survey control is available for this station.
 DP2255
 DP2255_MARKER: F = FLANGE-ENCASED ROD
 DP2255_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DP2255_STAMPING: 0410 BN 2012
 DP2255_MARK LOGO: MNDT
 DP2255_PROJECTION: RECESSED 3 CENTIMETERS
 DP2255_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DP2255_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DP2255_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP2255+SATELLITE: SATELLITE OBSERVATIONS - September 15, 2022
 DP2255_ROD/PIPE-DEPTH: 9.1 meters
 DP2255
 DP2255  HISTORY     - Date     Condition        Report By
 DP2255  HISTORY     - 20120918 MONUMENTED       MNDT
 DP2255  HISTORY     - 20220915 GOOD             MNDT
 DP2255
 DP2255                          STATION DESCRIPTION
 DP2255
 DP2255'DESCRIBED BY MN DEPT OF TRANSP 2012
 DP2255'THE STATION IS LOCATED ABOUT 9.0 MI (14.5 KM) EAST-SOUTHEAST OF
 DP2255'PUPOSKY, 4.5 MI (7.2 KM) SOUTHWEST OF TENSTRIKE AND 1.6 MI (2.6 KM)
 DP2255'NORTH-NORTHEAST OF TURTLE RIVER.
 DP2255'
 DP2255'TO REACH THE MARK GO 0.9 MI (1.4 KM) NORTHEAST ALONG TRUNK HIGHWAY 71
 DP2255'FROM THE JUNCTION OF TRUNK HIGHWAY 71 AND COUNTY ROAD 21 IN TURTLE
 DP2255'RIVER, AT TRUNK HIGHWAY 71 MILE POINT 324.20.
 DP2255'
 DP2255'THE MARK IS LOCATED 97.7 FT (29.8 M) NORTHWEST OF TRUNK HIGHWAY 71,
 DP2255'34.0 FT (10.4 M) SOUTHWEST OF DRIVEWAY NUMBER 14749, 2.5 FT (0.8 M)
 DP2255'SOUTHEAST OF RIGHT-OF-WAY POST, 2.5 FT (0.8 M) SOUTHEAST OF A WITNESS
 DP2255'POST.
 DP2255'
 DP2255'NOTE - THE STATION MARK CONSISTS OF A 3/4 INCH (19 MM) DIAMETER
 DP2255'ALUMINUM ROD DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL MARK
 DP2255'REMOVABLE DISK SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY
 DP2255'A SIX-INCH PVC PIPE BACKFILLED WITH WASHED SAND.
 DP2255
 DP2255                          STATION RECOVERY (2022)
 DP2255
 DP2255'RECOVERY NOTE BY MN DEPT OF TRANSP 2022 (BXG)
 DP2255'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DP2258 ***********************************************************************
 DP2258  DESIGNATION -  0410 BP
 DP2258  PID         -  DP2258
 DP2258  STATE/COUNTY-  MN/BELTRAMI
 DP2258  COUNTRY     -  US
 DP2258  USGS QUAD   -  TENSTRIKE (2019)
 DP2258
 DP2258                         *CURRENT SURVEY CONTROL
 DP2258  ______________________________________________________________________
 DP2258* NAD 83(2011) POSITION- 47 38 11.04014(N) 094 42 13.82222(W)   ADJUSTED
 DP2258* NAD 83(2011) ELLIP HT-   392.776 (meters)        (11/22/22)   ADJUSTED
 DP2258* NAD 83(2011) EPOCH   -  2010.00
 DP2258* NAVD 88 ORTHO HEIGHT -   420.843 (meters)     1380.72  (feet) ADJUSTED
 DP2258  ______________________________________________________________________
 DP2258  GEOID HEIGHT    -        -28.071 (meters)                     GEOID18
 DP2258  NAD 83(2011) X  -   -353,109.875 (meters)                     COMP
 DP2258  NAD 83(2011) Y  - -4,291,437.067 (meters)                     COMP
 DP2258  NAD 83(2011) Z  -  4,690,020.116 (meters)                     COMP
 DP2258  LAPLACE CORR    -          0.69  (seconds)                    DEFLEC18
 DP2258  DYNAMIC HEIGHT  -        420.903 (meters)     1380.91  (feet) COMP
 DP2258  MODELED GRAVITY -    980,740.0   (mgal)                       NAVD 88
 DP2258
 DP2258  VERT ORDER      -  SECOND    CLASS I
 DP2258
 DP2258  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DP2258  Standards:
 DP2258         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DP2258            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DP2258  -------------------------------------------------------------------
 DP2258  NETWORK    0.82   1.33           0.38   0.27   0.68     -0.02422094
 DP2258  -------------------------------------------------------------------
 DP2258  Click here for local accuracies and other accuracy information.
 DP2258
 DP2258.The horizontal coordinates were established by GPS observations
 DP2258.and adjusted by the MN DEPT OF TRANSP in November 2022.
 DP2258
 DP2258.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DP2258.been affixed to the stable North American tectonic plate. See 
 DP2258.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DP2258
 DP2258.The horizontal coordinates are valid at the epoch date displayed above
 DP2258.which is a decimal equivalence of Year/Month/Day.
 DP2258
 DP2258.The orthometric height was determined by differential leveling and
 DP2258.adjusted by the NATIONAL GEODETIC SURVEY
 DP2258.in September 2014.
 DP2258
 DP2258.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP2258.GEOID18 height accuracy estimate available here.
 DP2258
 DP2258.Click photographs - Photos may exist for this station.
 DP2258
 DP2258.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DP2258
 DP2258.The Laplace correction was computed from DEFLEC18 derived deflections.
 DP2258
 DP2258.The ellipsoidal height was determined by GPS observations
 DP2258.and is referenced to NAD 83.
 DP2258
 DP2258.The dynamic height is computed by dividing the NAVD 88
 DP2258.geopotential number by the normal gravity value computed on the
 DP2258.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP2258.degrees latitude (g = 980.6199 gals.).
 DP2258
 DP2258.The modeled gravity was interpolated from observed gravity values.
 DP2258
 DP2258. The following values were computed from the NAD 83(2011) position.
 DP2258
 DP2258;                    North         East     Units Scale Factor Converg.
 DP2258;SPC MN N     -   227,587.251   679,493.968   MT  0.99990882   -1 11 19.7
 DP2258;SPC MN N     -   746,675.84  2,229,306.46   sFT  0.99990882   -1 11 19.7
 DP2258;UTM  15      - 5,277,295.195   372,012.437   MT  0.99980130   -1 15 32.8
 DP2258
 DP2258!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DP2258!SPC MN N     -   0.99993844  x   0.99990882  =   0.99984727
 DP2258!UTM  15      -   0.99993844  x   0.99980130  =   0.99973975
 DP2258
 DP2258_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUN7201277295(NAD 83)
 DP2258
 DP2258                          SUPERSEDED SURVEY CONTROL
 DP2258
 DP2258.No superseded survey control is available for this station.
 DP2258
 DP2258_MARKER: I = METAL ROD
 DP2258_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DP2258_STAMPING: 0410 BP 2012
 DP2258_MARK LOGO: MNDT
 DP2258_PROJECTION: RECESSED 10 CENTIMETERS
 DP2258_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DP2258_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DP2258_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP2258+SATELLITE: SATELLITE OBSERVATIONS - September 12, 2022
 DP2258_ROD/PIPE-DEPTH: 6.1 meters
 DP2258
 DP2258  HISTORY     - Date     Condition        Report By
 DP2258  HISTORY     - 20120918 MONUMENTED       MNDT
 DP2258  HISTORY     - 20220912 GOOD             MNDT
 DP2258
 DP2258                          STATION DESCRIPTION
 DP2258
 DP2258'DESCRIBED BY MN DEPT OF TRANSP 2012
 DP2258'THE STATION IS LOCATED ABOUT 9.9 MI (15.9 KM) SOUTHWEST OF BLACKDUCK,
 DP2258'4.0 MI (6.4 KM) NORTH-NORTHEAST OF TURTLE RIVER AND 2.0 MI (3.2 KM)
 DP2258'SOUTHWEST OF TENSTRIKE.
 DP2258'
 DP2258'TO REACH THE MARK GO 1.9 MI (3.1 KM) SOUTHWEST ALONG TRUNK HIGHWAY 71
 DP2258'FROM THE JUNCTION OF TRUNK HIGHWAY 71 AND COUNTY ROAD 29 IN TENSTRIKE,
 DP2258'AT TRUNK HIGHWAY 71 MILE POINT 326.75.
 DP2258'
 DP2258'THE MARK IS LOCATED 76.2 FT (23.2 M) SOUTHEAST OF TRUNK HIGHWAY 71,
 DP2258'76.3 FT (23.3 M) SOUTHWEST OF HILLCREST DRIVE NORTHEAST, 24.2 FT (7.4
 DP2258'M) NORTHWEST OF RIGHT-OF-WAY POST, 1.5 FT (0.5 M) NORTHEAST OF A
 DP2258'WITNESS POST.
 DP2258'
 DP2258'NOTE - THE STATION MARK CONSISTS OF A 3/4 INCH (19 MM) DIAMETER
 DP2258'ALUMINUM ROD DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL MARK
 DP2258'REMOVABLE DISK SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY
 DP2258'A SIX-INCH PVC PIPE BACKFILLED WITH WASHED SAND.
 DP2258
 DP2258                          STATION RECOVERY (2022)
 DP2258
 DP2258'RECOVERY NOTE BY MN DEPT OF TRANSP 2022 (BXG)
 DP2258'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DP2262 ***********************************************************************
 DP2262  DESIGNATION -  0410 BQ
 DP2262  PID         -  DP2262
 DP2262  STATE/COUNTY-  MN/BELTRAMI
 DP2262  COUNTRY     -  US
 DP2262  USGS QUAD   -  TENSTRIKE (2019)
 DP2262
 DP2262                         *CURRENT SURVEY CONTROL
 DP2262  ______________________________________________________________________
 DP2262* NAD 83(2011) POSITION- 47 40 42.06446(N) 094 39 07.56028(W)   ADJUSTED
 DP2262* NAD 83(2011) ELLIP HT-   399.736 (meters)        (11/22/22)   ADJUSTED
 DP2262* NAD 83(2011) EPOCH   -  2010.00
 DP2262* NAVD 88 ORTHO HEIGHT -   427.777 (meters)     1403.47  (feet) ADJUSTED
 DP2262  ______________________________________________________________________
 DP2262  GEOID HEIGHT    -        -28.043 (meters)                     GEOID18
 DP2262  NAD 83(2011) X  -   -348,955.214 (meters)                     COMP
 DP2262  NAD 83(2011) Y  - -4,288,322.484 (meters)                     COMP
 DP2262  NAD 83(2011) Z  -  4,693,167.145 (meters)                     COMP
 DP2262  LAPLACE CORR    -         -0.39  (seconds)                    DEFLEC18
 DP2262  DYNAMIC HEIGHT  -        427.843 (meters)     1403.68  (feet) COMP
 DP2262  MODELED GRAVITY -    980,752.6   (mgal)                       NAVD 88
 DP2262
 DP2262  VERT ORDER      -  SECOND    CLASS I
 DP2262
 DP2262  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DP2262  Standards:
 DP2262         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DP2262            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DP2262  -------------------------------------------------------------------
 DP2262  NETWORK    0.86   1.43           0.40   0.28   0.73     -0.08272085
 DP2262  -------------------------------------------------------------------
 DP2262  Click here for local accuracies and other accuracy information.
 DP2262
 DP2262.The horizontal coordinates were established by GPS observations
 DP2262.and adjusted by the MN DEPT OF TRANSP in November 2022.
 DP2262
 DP2262.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DP2262.been affixed to the stable North American tectonic plate. See 
 DP2262.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DP2262
 DP2262.The horizontal coordinates are valid at the epoch date displayed above
 DP2262.which is a decimal equivalence of Year/Month/Day.
 DP2262
 DP2262.The orthometric height was determined by differential leveling and
 DP2262.adjusted by the NATIONAL GEODETIC SURVEY
 DP2262.in September 2014.
 DP2262
 DP2262.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP2262.GEOID18 height accuracy estimate available here.
 DP2262
 DP2262.Click photographs - Photos may exist for this station.
 DP2262
 DP2262.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DP2262
 DP2262.The Laplace correction was computed from DEFLEC18 derived deflections.
 DP2262
 DP2262.The ellipsoidal height was determined by GPS observations
 DP2262.and is referenced to NAD 83.
 DP2262
 DP2262.The dynamic height is computed by dividing the NAVD 88
 DP2262.geopotential number by the normal gravity value computed on the
 DP2262.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP2262.degrees latitude (g = 980.6199 gals.).
 DP2262
 DP2262.The modeled gravity was interpolated from observed gravity values.
 DP2262
 DP2262. The following values were computed from the NAD 83(2011) position.
 DP2262
 DP2262;                    North         East     Units Scale Factor Converg.
 DP2262;SPC MN N     -   232,170.809   683,474.569   MT  0.99990656   -1 09 01.6
 DP2262;SPC MN N     -   761,713.73  2,242,366.15   sFT  0.99990656   -1 09 01.6
 DP2262;UTM  15      - 5,281,873.317   375,998.248   MT  0.99978895   -1 13 18.0
 DP2262
 DP2262!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DP2262!SPC MN N     -   0.99993735  x   0.99990656  =   0.99984392
 DP2262!UTM  15      -   0.99993735  x   0.99978895  =   0.99972631
 DP2262
 DP2262_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUN7599881873(NAD 83)
 DP2262
 DP2262                          SUPERSEDED SURVEY CONTROL
 DP2262
 DP2262.No superseded survey control is available for this station.
 DP2262
 DP2262_MARKER: I = METAL ROD
 DP2262_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DP2262_STAMPING: 0410 BQ 2012
 DP2262_MARK LOGO: MNDT
 DP2262_PROJECTION: RECESSED 3 CENTIMETERS
 DP2262_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DP2262_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DP2262_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP2262+SATELLITE: SATELLITE OBSERVATIONS - September 13, 2022
 DP2262_ROD/PIPE-DEPTH: 6.7 meters
 DP2262
 DP2262  HISTORY     - Date     Condition        Report By
 DP2262  HISTORY     - 20120911 MONUMENTED       MNDT
 DP2262  HISTORY     - 20200203 GOOD             MNDT
 DP2262  HISTORY     - 20220913 GOOD             MNDT
 DP2262
 DP2262                          STATION DESCRIPTION
 DP2262
 DP2262'DESCRIBED BY MN DEPT OF TRANSP 2012
 DP2262'THE STATION IS LOCATED ABOUT 7.8 MI (12.6 KM) NORTHEAST OF TURTLE
 DP2262'RIVER, 6.1 MI (9.8 KM) SOUTHWEST OF BLACKDUCK AND 1.8 MI (2.9 KM)
 DP2262'NORTHEAST OF TENSTRIKE.
 DP2262'
 DP2262'TO REACH THE MARK GO 1.1 MI (1.8 KM) SOUTHWEST ALONG TRUNK HIGHWAY 71
 DP2262'FROM THE JUNCTION OF TRUNK HIGHWAY 71 AND COUNTY ROAD 31 IN HINES, AT
 DP2262'TRUNK HIGHWAY 71 MILE POINT 330.7.
 DP2262'
 DP2262'THE MARK IS LOCATED 72.1 FT (22.0 M) SOUTHEAST OF TRUNK HIGHWAY 71,
 DP2262'26.5 FT (8.1 M) NORTHEAST OF BIG BUCK DRIVE NORTHEAST EXTENDED, 5.7 FT
 DP2262'(1.7 M) NORTHEAST OF DRIVEWAY NUMBER 21570, 1.5 FT (0.5 M) NORTHWEST
 DP2262'OF A WITNESS POST.
 DP2262'
 DP2262'NOTE - THE STATION MARK CONSISTS OF A 3/4 INCH (19 MM) DIAMETER
 DP2262'ALUMINUM ROD DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL MARK
 DP2262'REMOVABLE DISK SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY
 DP2262'A SIX-INCH PVC PIPE BACKFILLED WITH WASHED SAND.
 DP2262
 DP2262                          STATION RECOVERY (2020)
 DP2262
 DP2262'RECOVERY NOTE BY MN DEPT OF TRANSP 2020 (DAS)
 DP2262'1.0 MI (1.6 KM) SOUTHWEST OF HINES, 1.1 MI (1.8 KM) SOUTHWEST ALONG
 DP2262'TRUNK HIGHWAY 71 FROM THE JUNCTION OF TRUNK HIGHWAY 71 AND COUNTY ROAD
 DP2262'31 IN HINES, AT TRUNK HIGHWAY 71 MILE POINT 330.7, 72.1 FT (22.0 M)
 DP2262'SOUTHEAST OF TRUNK HIGHWAY 71, 26.5 FT (8.1 M) NORTHEAST OF BIG BUCK
 DP2262'DRIVE NORTHEAST EXTENDED, 5.7 FT (1.7 M) NORTHEAST OF DRIVEWAY NUMBER
 DP2262'21570, 1.5 FT (0.5 M) NORTHWEST OF A WITNESS POST.
 DP2262
 DP2262                          STATION RECOVERY (2022)
 DP2262
 DP2262'RECOVERY NOTE BY MN DEPT OF TRANSP 2022 (RXJ)
 DP2262'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DP2264 ***********************************************************************
 DP2264  DESIGNATION -  0410 BR
 DP2264  PID         -  DP2264
 DP2264  STATE/COUNTY-  MN/BELTRAMI
 DP2264  COUNTRY     -  US
 DP2264  USGS QUAD   -  BLACKDUCK (2019)
 DP2264
 DP2264                         *CURRENT SURVEY CONTROL
 DP2264  ______________________________________________________________________
 DP2264* NAD 83(2011) POSITION- 47 41 58.45827(N) 094 36 22.22996(W)   ADJUSTED
 DP2264* NAD 83(2011) ELLIP HT-   396.958 (meters)        (11/22/22)   ADJUSTED
 DP2264* NAD 83(2011) EPOCH   -  2010.00
 DP2264* NAVD 88 ORTHO HEIGHT -   425.012 (meters)     1394.39  (feet) ADJUSTED
 DP2264  ______________________________________________________________________
 DP2264  GEOID HEIGHT    -        -28.061 (meters)                     GEOID18
 DP2264  NAD 83(2011) X  -   -345,377.549 (meters)                     COMP
 DP2264  NAD 83(2011) Y  - -4,286,859.703 (meters)                     COMP
 DP2264  NAD 83(2011) Z  -  4,694,753.422 (meters)                     COMP
 DP2264  LAPLACE CORR    -         -1.24  (seconds)                    DEFLEC18
 DP2264  DYNAMIC HEIGHT  -        425.079 (meters)     1394.61  (feet) COMP
 DP2264  MODELED GRAVITY -    980,756.6   (mgal)                       NAVD 88
 DP2264
 DP2264  VERT ORDER      -  SECOND    CLASS I
 DP2264
 DP2264  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DP2264  Standards:
 DP2264         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DP2264            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DP2264  -------------------------------------------------------------------
 DP2264  NETWORK    0.78   1.27           0.36   0.26   0.65     -0.09447817
 DP2264  -------------------------------------------------------------------
 DP2264  Click here for local accuracies and other accuracy information.
 DP2264
 DP2264.The horizontal coordinates were established by GPS observations
 DP2264.and adjusted by the MN DEPT OF TRANSP in November 2022.
 DP2264
 DP2264.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DP2264.been affixed to the stable North American tectonic plate. See 
 DP2264.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DP2264
 DP2264.The horizontal coordinates are valid at the epoch date displayed above
 DP2264.which is a decimal equivalence of Year/Month/Day.
 DP2264
 DP2264.The orthometric height was determined by differential leveling and
 DP2264.adjusted by the NATIONAL GEODETIC SURVEY
 DP2264.in September 2014.
 DP2264
 DP2264.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP2264.GEOID18 height accuracy estimate available here.
 DP2264
 DP2264.Click photographs - Photos may exist for this station.
 DP2264
 DP2264.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DP2264
 DP2264.The Laplace correction was computed from DEFLEC18 derived deflections.
 DP2264
 DP2264.The ellipsoidal height was determined by GPS observations
 DP2264.and is referenced to NAD 83.
 DP2264
 DP2264.The dynamic height is computed by dividing the NAVD 88
 DP2264.geopotential number by the normal gravity value computed on the
 DP2264.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP2264.degrees latitude (g = 980.6199 gals.).
 DP2264
 DP2264.The modeled gravity was interpolated from observed gravity values.
 DP2264
 DP2264. The following values were computed from the NAD 83(2011) position.
 DP2264
 DP2264;                    North         East     Units Scale Factor Converg.
 DP2264;SPC MN N     -   234,461.319   686,967.962   MT  0.99990562   -1 06 59.1
 DP2264;SPC MN N     -   769,228.51  2,253,827.39   sFT  0.99990562   -1 06 59.1
 DP2264;UTM  15      - 5,284,159.189   379,494.068   MT  0.99977845   -1 11 17.2
 DP2264
 DP2264!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DP2264!SPC MN N     -   0.99993779  x   0.99990562  =   0.99984341
 DP2264!UTM  15      -   0.99993779  x   0.99977845  =   0.99971625
 DP2264
 DP2264_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUN7949484159(NAD 83)
 DP2264
 DP2264                          SUPERSEDED SURVEY CONTROL
 DP2264
 DP2264.No superseded survey control is available for this station.
 DP2264
 DP2264_MARKER: F = FLANGE-ENCASED ROD
 DP2264_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DP2264_STAMPING: 0410 BR 2012
 DP2264_MARK LOGO: MNDT
 DP2264_PROJECTION: RECESSED 3 CENTIMETERS
 DP2264_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DP2264_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DP2264_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP2264+SATELLITE: SATELLITE OBSERVATIONS - September 13, 2022
 DP2264_ROD/PIPE-DEPTH: 4.3 meters
 DP2264
 DP2264  HISTORY     - Date     Condition        Report By
 DP2264  HISTORY     - 20120911 MONUMENTED       MNDT
 DP2264  HISTORY     - 20211101 GOOD             MNDT
 DP2264  HISTORY     - 20220913 GOOD             MNDT
 DP2264
 DP2264                          STATION DESCRIPTION
 DP2264
 DP2264'DESCRIBED BY MN DEPT OF TRANSP 2012
 DP2264'THE STATION IS LOCATED ABOUT 10.0 MI (16.1 KM) SOUTHWEST OF FUNKLEY,
 DP2264'4.4 MI (7.1 KM) NORTHEAST OF TENSTRIKE AND 3.6 MI (5.8 KM) SOUTHWEST
 DP2264'OF BLACKDUCK.
 DP2264'
 DP2264'TO REACH THE MARK GO 3.6 MI (5.8 KM) SOUTHWEST ALONG TRUNK HIGHWAY 71
 DP2264'FROM THE JUNCTION OF TRUNK HIGHWAY 71 AND TRUNK HIGHWAY 72 IN
 DP2264'BLACKDUCK, AT TRUNK HIGHWAY 71 MILE POINT 333.35.
 DP2264'
 DP2264'THE MARK IS LOCATED 76.5 FT (23.3 M) NORTHWEST OF TRUNK HIGHWAY 71,
 DP2264'1.5 FT (0.5 M) SOUTHEAST OF A WITNESS POST.
 DP2264'
 DP2264'NOTE - THE STATION MARK CONSISTS OF A 3/4 INCH (19 MM) DIAMETER
 DP2264'ALUMINUM ROD DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL MARK
 DP2264'REMOVABLE DISK SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY
 DP2264'A SIX-INCH PVC PIPE BACKFILLED WITH WASHED SAND.
 DP2264
 DP2264                          STATION RECOVERY (2021)
 DP2264
 DP2264'RECOVERY NOTE BY MN DEPT OF TRANSP 2021 (KMS)
 DP2264'RECOVERED IN GOOD CONDITION.
 DP2264
 DP2264                          STATION RECOVERY (2022)
 DP2264
 DP2264'RECOVERY NOTE BY MN DEPT OF TRANSP 2022 (RXJ)
 DP2264'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DP2265 ***********************************************************************
 DP2265  DESIGNATION -  0410 BS
 DP2265  PID         -  DP2265
 DP2265  STATE/COUNTY-  MN/BELTRAMI
 DP2265  COUNTRY     -  US
 DP2265  USGS QUAD   -  BLACKDUCK (2019)
 DP2265
 DP2265                         *CURRENT SURVEY CONTROL
 DP2265  ______________________________________________________________________
 DP2265* NAD 83(2011) POSITION- 47 42 15.94700(N) 094 35 41.46287(W)   ADJUSTED
 DP2265* NAD 83(2011) ELLIP HT-   390.668 (meters)        (11/22/22)   ADJUSTED
 DP2265* NAD 83(2011) EPOCH   -  2010.00
 DP2265* NAVD 88 ORTHO HEIGHT -   418.725 (meters)     1373.77  (feet) ADJUSTED
 DP2265  ______________________________________________________________________
 DP2265  GEOID HEIGHT    -        -28.069 (meters)                     GEOID18
 DP2265  NAD 83(2011) X  -   -344,497.922 (meters)                     COMP
 DP2265  NAD 83(2011) Y  - -4,286,525.410 (meters)                     COMP
 DP2265  NAD 83(2011) Z  -  4,695,112.294 (meters)                     COMP
 DP2265  LAPLACE CORR    -         -1.46  (seconds)                    DEFLEC18
 DP2265  DYNAMIC HEIGHT  -        418.791 (meters)     1373.98  (feet) COMP
 DP2265  MODELED GRAVITY -    980,757.3   (mgal)                       NAVD 88
 DP2265
 DP2265  VERT ORDER      -  SECOND    CLASS I
 DP2265
 DP2265  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DP2265  Standards:
 DP2265         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DP2265            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DP2265  -------------------------------------------------------------------
 DP2265  NETWORK    0.68   1.12           0.31   0.23   0.57     -0.07777712
 DP2265  -------------------------------------------------------------------
 DP2265  Click here for local accuracies and other accuracy information.
 DP2265
 DP2265.The horizontal coordinates were established by GPS observations
 DP2265.and adjusted by the MN DEPT OF TRANSP in November 2022.
 DP2265
 DP2265.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DP2265.been affixed to the stable North American tectonic plate. See 
 DP2265.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DP2265
 DP2265.The horizontal coordinates are valid at the epoch date displayed above
 DP2265.which is a decimal equivalence of Year/Month/Day.
 DP2265
 DP2265.The orthometric height was determined by differential leveling and
 DP2265.adjusted by the NATIONAL GEODETIC SURVEY
 DP2265.in September 2014.
 DP2265
 DP2265.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP2265.GEOID18 height accuracy estimate available here.
 DP2265
 DP2265.Click photographs - Photos may exist for this station.
 DP2265
 DP2265.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DP2265
 DP2265.The Laplace correction was computed from DEFLEC18 derived deflections.
 DP2265
 DP2265.The ellipsoidal height was determined by GPS observations
 DP2265.and is referenced to NAD 83.
 DP2265
 DP2265.The dynamic height is computed by dividing the NAVD 88
 DP2265.geopotential number by the normal gravity value computed on the
 DP2265.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP2265.degrees latitude (g = 980.6199 gals.).
 DP2265
 DP2265.The modeled gravity was interpolated from observed gravity values.
 DP2265
 DP2265. The following values were computed from the NAD 83(2011) position.
 DP2265
 DP2265;                    North         East     Units Scale Factor Converg.
 DP2265;SPC MN N     -   234,984.803   687,828.132   MT  0.99990542   -1 06 28.8
 DP2265;SPC MN N     -   770,945.97  2,256,649.46   sFT  0.99990542   -1 06 28.8
 DP2265;UTM  15      - 5,284,681.528   380,354.782   MT  0.99977591   -1 10 47.4
 DP2265
 DP2265!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DP2265!SPC MN N     -   0.99993877  x   0.99990542  =   0.99984420
 DP2265!UTM  15      -   0.99993877  x   0.99977591  =   0.99971470
 DP2265
 DP2265_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUN8035484681(NAD 83)
 DP2265
 DP2265                          SUPERSEDED SURVEY CONTROL
 DP2265
 DP2265.No superseded survey control is available for this station.
 DP2265
 DP2265_MARKER: F = FLANGE-ENCASED ROD
 DP2265_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DP2265_STAMPING: 0410 BS 2012
 DP2265_MARK LOGO: MNDT
 DP2265_PROJECTION: FLUSH
 DP2265_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DP2265_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DP2265_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP2265+SATELLITE: SATELLITE OBSERVATIONS - September 14, 2022
 DP2265_ROD/PIPE-DEPTH: 5.8 meters
 DP2265
 DP2265  HISTORY     - Date     Condition        Report By
 DP2265  HISTORY     - 20120911 MONUMENTED       MNDT
 DP2265  HISTORY     - 20211101 GOOD             MNDT
 DP2265  HISTORY     - 20220914 GOOD             MNDT
 DP2265
 DP2265                          STATION DESCRIPTION
 DP2265
 DP2265'DESCRIBED BY MN DEPT OF TRANSP 2012
 DP2265'THE STATION IS LOCATED ABOUT 9.4 MI (15.1 KM) SOUTHWEST OF FUNKLEY,
 DP2265'5.0 MI (8.0 KM) NORTHEAST OF TENSTRIKE AND 2.9 MI (4.7 KM) SOUTHWEST
 DP2265'OF BLACKDUCK.
 DP2265'
 DP2265'TO REACH THE MARK GO 3.0 MI (4.8 KM) SOUTHWEST ALONG TRUNK HIGHWAY 71
 DP2265'FROM THE JUNCTION OF TRUNK HIGHWAY 71 AND TRUNK HIGHWAY 72 IN
 DP2265'BLACKDUCK, AT TRUNK HIGHWAY 71 MILE POINT 333.95.
 DP2265'
 DP2265'THE MARK IS LOCATED 58.7 FT (17.9 M) NORTHWEST OF TRUNK HIGHWAY 71,
 DP2265'1.5 FT (0.5 M) SOUTHWEST OF A WITNESS POST.
 DP2265'
 DP2265'NOTE - THE STATION MARK CONSISTS OF A 3/4 INCH (19 MM) DIAMETER
 DP2265'ALUMINUM ROD DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL MARK
 DP2265'REMOVABLE DISK SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY
 DP2265'A SIX-INCH PVC PIPE BACKFILLED WITH WASHED SAND.
 DP2265
 DP2265                          STATION RECOVERY (2021)
 DP2265
 DP2265'RECOVERY NOTE BY MN DEPT OF TRANSP 2021 (KMS)
 DP2265'RECOVERED IN GOOD CONDITION.
 DP2265
 DP2265                          STATION RECOVERY (2022)
 DP2265
 DP2265'RECOVERY NOTE BY MN DEPT OF TRANSP 2022 (AXH)
 DP2265'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DP2253 ***********************************************************************
 DP2253  DESIGNATION -  0410 D
 DP2253  PID         -  DP2253
 DP2253  STATE/COUNTY-  MN/BELTRAMI
 DP2253  COUNTRY     -  US
 DP2253  USGS QUAD   -  TURTLE RIVER (2019)
 DP2253
 DP2253                         *CURRENT SURVEY CONTROL
 DP2253  ______________________________________________________________________
 DP2253* NAD 83(1986) POSITION- 47 32 44.00   (N) 094 51 40.52   (W)   HD_HELD1
 DP2253* NAVD 88 ORTHO HEIGHT -   423.306 (meters)     1388.80  (feet) ADJUSTED
 DP2253  ______________________________________________________________________
 DP2253  GEOID HEIGHT    -        -28.140 (meters)                     GEOID18
 DP2253  DYNAMIC HEIGHT  -        423.351 (meters)     1388.94  (feet) COMP
 DP2253  MODELED GRAVITY -    980,706.4   (mgal)                       NAVD 88
 DP2253
 DP2253  VERT ORDER      -  SECOND    CLASS I
 DP2253
 DP2253.The horizontal coordinates were determined by differentially corrected
 DP2253.hand held GPS observations or other comparable positioning techniques
 DP2253.and have an estimated accuracy of +/- 3 meters.
 DP2253
 DP2253.The orthometric height was determined by differential leveling and
 DP2253.adjusted by the NATIONAL GEODETIC SURVEY
 DP2253.in September 2014.
 DP2253
 DP2253.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP2253.GEOID18 height accuracy estimate available here.
 DP2253
 DP2253.Click photographs - Photos may exist for this station.
 DP2253
 DP2253.The dynamic height is computed by dividing the NAVD 88
 DP2253.geopotential number by the normal gravity value computed on the
 DP2253.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP2253.degrees latitude (g = 980.6199 gals.).
 DP2253
 DP2253.The modeled gravity was interpolated from observed gravity values.
 DP2253
 DP2253;                    North         East    Units  Estimated Accuracy
 DP2253;SPC MN N     -   217,747.9     667,438.2     MT  (+/- 3 meters HH1 GPS) 
 DP2253
 DP2253_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUN5994567471(NAD 83)
 DP2253
 DP2253                          SUPERSEDED SURVEY CONTROL
 DP2253
 DP2253.No superseded survey control is available for this station.
 DP2253
 DP2253_MARKER: DB = BENCH MARK DISK
 DP2253_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 DP2253_STAMPING: 0410 D 1967
 DP2253_MARK LOGO: MNHD
 DP2253_PROJECTION: FLUSH
 DP2253_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DP2253_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DP2253_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DP2253+SATELLITE: SATELLITE OBSERVATIONS - August 20, 2012
 DP2253
 DP2253  HISTORY     - Date     Condition        Report By
 DP2253  HISTORY     - 19670401 MONUMENTED       MNHD
 DP2253  HISTORY     - 20120820 GOOD             MNDT
 DP2253
 DP2253                          STATION DESCRIPTION
 DP2253
 DP2253'DESCRIBED BY MN DEPT OF TRANSP 2012 (MAS)
 DP2253'THE STATION IS LOCATED ABOUT 7.1 MI (11.4 KM) EAST-NORTHEAST OF
 DP2253'WILTON, 5.9 MI (9.5 KM) WEST-SOUTHWEST OF TURTLE RIVER AND 5.0 MI (8.0
 DP2253'KM) NORTH OF BEMIDJI.
 DP2253'
 DP2253'TO REACH THE MARK GO 4.1 MI (6.6 KM) NORTH ON COUNTY ROAD 21 (BEMIDJI
 DP2253'AVENUE) FROM THE JUNCTION OF COUNTY ROAD 21 (BEMIDJI AVENUE) AND TRUNK
 DP2253'HIGHWAY 197 (PAUL BUNYAN DRIVE) IN BEMIDJI.
 DP2253'
 DP2253'THE MARK IS LOCATED 75.0 FT (22.9 M) EAST OF COUNTY ROAD 21, 32.0 FT
 DP2253'(9.8 M) NORTH OF WINTERGREEN LANE, 0.5 FT (15 CM) NORTH OF A WITNESS
 DP2253'POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DP2252 ***********************************************************************
 DP2252  DESIGNATION -  0410 F
 DP2252  PID         -  DP2252
 DP2252  STATE/COUNTY-  MN/BELTRAMI
 DP2252  COUNTRY     -  US
 DP2252  USGS QUAD   -  TURTLE RIVER (2019)
 DP2252
 DP2252                         *CURRENT SURVEY CONTROL
 DP2252  ______________________________________________________________________
 DP2252* NAD 83(1986) POSITION- 47 33 40.51   (N) 094 49 53.80   (W)   HD_HELD1
 DP2252* NAVD 88 ORTHO HEIGHT -   427.913 (meters)     1403.91  (feet) ADJUSTED
 DP2252  ______________________________________________________________________
 DP2252  GEOID HEIGHT    -        -28.143 (meters)                     GEOID18
 DP2252  DYNAMIC HEIGHT  -        427.960 (meters)     1404.07  (feet) COMP
 DP2252  MODELED GRAVITY -    980,710.6   (mgal)                       NAVD 88
 DP2252
 DP2252  VERT ORDER      -  SECOND    CLASS I
 DP2252
 DP2252.The horizontal coordinates were determined by differentially corrected
 DP2252.hand held GPS observations or other comparable positioning techniques
 DP2252.and have an estimated accuracy of +/- 3 meters.
 DP2252
 DP2252.The orthometric height was determined by differential leveling and
 DP2252.adjusted by the NATIONAL GEODETIC SURVEY
 DP2252.in September 2014.
 DP2252
 DP2252.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP2252.GEOID18 height accuracy estimate available here.
 DP2252
 DP2252.Click photographs - Photos may exist for this station.
 DP2252
 DP2252.The dynamic height is computed by dividing the NAVD 88
 DP2252.geopotential number by the normal gravity value computed on the
 DP2252.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP2252.degrees latitude (g = 980.6199 gals.).
 DP2252
 DP2252.The modeled gravity was interpolated from observed gravity values.
 DP2252
 DP2252;                    North         East    Units  Estimated Accuracy
 DP2252;SPC MN N     -   219,442.1     669,708.1     MT  (+/- 3 meters HH1 GPS) 
 DP2252
 DP2252_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUN6221769162(NAD 83)
 DP2252
 DP2252                          SUPERSEDED SURVEY CONTROL
 DP2252
 DP2252.No superseded survey control is available for this station.
 DP2252
 DP2252_MARKER: DB = BENCH MARK DISK
 DP2252_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 DP2252_STAMPING: 0410 F 1967
 DP2252_MARK LOGO: MNHD
 DP2252_PROJECTION: RECESSED 5 CENTIMETERS
 DP2252_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DP2252_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DP2252_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DP2252+SATELLITE: SATELLITE OBSERVATIONS - August 20, 2012
 DP2252
 DP2252  HISTORY     - Date     Condition        Report By
 DP2252  HISTORY     - 19670401 MONUMENTED       MNHD
 DP2252  HISTORY     - 20120820 GOOD             MNDT
 DP2252
 DP2252                          STATION DESCRIPTION
 DP2252
 DP2252'DESCRIBED BY MN DEPT OF TRANSP 2012 (MAS)
 DP2252'THE STATION IS LOCATED ABOUT 8.8 MI (14.2 KM) SOUTH-SOUTHEAST OF
 DP2252'PUPOSKY, 6.5 MI (10.5 KM) NORTH-NORTHEAST OF BEMIDJI AND 4.2 MI (6.8
 DP2252'KM) WEST-SOUTHWEST OF TURTLE RIVER.
 DP2252'
 DP2252'TO REACH THE MARK GO 4.4 MI (7.1 KM) SOUTHWEST ALONG COUNTY ROAD 21
 DP2252'(BEMIDJI ROAD NORTHEAST) FROM THE JUNCTION OF COUNTY ROAD 21 (BEMIDJI
 DP2252'ROAD NORTHEAST) AND TRUNK HIGHWAY 71 IN TURTLE RIVER.
 DP2252'
 DP2252'THE MARK IS LOCATED 150.0 FT (45.7 M) SOUTHEAST OF COUNTY ROAD 21,
 DP2252'30.0 FT (9.1 M) EAST OF WILDWOOD ROAD NORTHEAST, 0.5 FT (15 CM) NORTH
 DP2252'OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 SK0474 ***********************************************************************
 SK0474  DESIGNATION -  0410 H
 SK0474  PID         -  SK0474
 SK0474  STATE/COUNTY-  MN/BELTRAMI
 SK0474  COUNTRY     -  US
 SK0474  USGS QUAD   -  TURTLE RIVER (2019)
 SK0474
 SK0474                         *CURRENT SURVEY CONTROL
 SK0474  ______________________________________________________________________
 SK0474* NAD 83(1986) POSITION- 47 34 37.4    (N) 094 48 18.6    (W)   HD_HELD2
 SK0474* NAVD 88 ORTHO HEIGHT -   428.364 (meters)     1405.39  (feet) ADJUSTED
 SK0474  ______________________________________________________________________
 SK0474  GEOID HEIGHT    -        -28.143 (meters)                     GEOID18
 SK0474  DYNAMIC HEIGHT  -        428.414 (meters)     1405.55  (feet) COMP
 SK0474  MODELED GRAVITY -    980,715.4   (mgal)                       NAVD 88
 SK0474
 SK0474  VERT ORDER      -  FIRST     CLASS II
 SK0474
 SK0474.The horizontal coordinates were established by autonomous hand held GPS
 SK0474.observations and have an estimated accuracy of +/- 10 meters.
 SK0474
 SK0474.The orthometric height was determined by differential leveling and
 SK0474.adjusted by the NATIONAL GEODETIC SURVEY
 SK0474.in June 1991.
 SK0474
 SK0474.Significant digits in the geoid height do not necessarily reflect accuracy.
 SK0474.GEOID18 height accuracy estimate available here.
 SK0474
 SK0474.Click photographs - Photos may exist for this station.
 SK0474
 SK0474.The dynamic height is computed by dividing the NAVD 88
 SK0474.geopotential number by the normal gravity value computed on the
 SK0474.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SK0474.degrees latitude (g = 980.6199 gals.).
 SK0474
 SK0474.The modeled gravity was interpolated from observed gravity values.
 SK0474
 SK0474;                    North         East    Units  Estimated Accuracy
 SK0474;SPC MN N     -   221,154.      671,736.      MT  (+/- 10 meters HH2 GPS)
 SK0474
 SK0474_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUN6424770872(NAD 83)
 SK0474
 SK0474                          SUPERSEDED SURVEY CONTROL
 SK0474
 SK0474.No superseded survey control is available for this station.
 SK0474
 SK0474_MARKER: DB = BENCH MARK DISK
 SK0474_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 SK0474_STAMPING: 0410 H 1967
 SK0474_MARK LOGO: MNHD
 SK0474_PROJECTION: FLUSH
 SK0474_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 SK0474_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SK0474_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 SK0474+SATELLITE: SATELLITE OBSERVATIONS - August 20, 2012
 SK0474
 SK0474  HISTORY     - Date     Condition        Report By
 SK0474  HISTORY     - 19670401 MONUMENTED       MNHD
 SK0474  HISTORY     - 1980     GOOD             NGS
 SK0474  HISTORY     - 20041029 GOOD             GEOCAC
 SK0474  HISTORY     - 20120820 GOOD             MNDT
 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.
 SK0474
 SK0474                          STATION RECOVERY (2012)
 SK0474
 SK0474'RECOVERY NOTE BY MN DEPT OF TRANSP 2012 (MAS)
 SK0474'THE STATION IS LOCATED ABOUT 8.2 MI (13.2 KM) SOUTHWEST OF TENSTRIKE,
 SK0474'8.0 MI (12.9 KM) NORTH-NORTHEAST OF BEMIDJI AND 2.6 MI (4.2 KM)
 SK0474'WEST-SOUTHWEST OF TURTLE RIVER.
 SK0474'
 SK0474'TO REACH THE MARK GO 2.85 MI (4.6 KM) SOUTHWEST ALONG COUNTY ROAD
 SK0474'(BEMIDJI ROAD NORTHEAST)  FROM THE JUNCTION OF COUNTY ROAD 21 (BEMIDJI
 SK0474'ROAD NORTHEAST) AND TRUNK HIGHWAY 71 IN TURTLE.
 SK0474'
 SK0474'THE MARK IS LOCATED 140.0 FT (42.7 M) NORTHWEST OF COUNTY ROAD 21,
 SK0474'25.0 FT (7.6 M) EAST OF BELTRAMI LAKE ROAD, 78.5 FT (23.9 M) NORTH OF
 SK0474'TELEPHONE JUNCTION BOX AND POST, 4.2 FT (1.3 M) WEST OF A NORTH-SOUTH
 SK0474'FENCE LINE, 0.4 FT (0.1 M) SOUTH OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 SK0472 ***********************************************************************
 SK0472  DESIGNATION -  0410 I RESET
 SK0472  PID         -  SK0472
 SK0472  STATE/COUNTY-  MN/BELTRAMI
 SK0472  COUNTRY     -  US
 SK0472  USGS QUAD   -  TURTLE RIVER (2019)
 SK0472
 SK0472                         *CURRENT SURVEY CONTROL
 SK0472  ______________________________________________________________________
 SK0472* NAD 83(1986) POSITION- 47 35 08.     (N) 094 47 14.     (W)   SCALED
 SK0472* NAVD 88 ORTHO HEIGHT -   413.647 (meters)     1357.11  (feet) ADJUSTED
 SK0472  ______________________________________________________________________
 SK0472  GEOID HEIGHT    -        -28.141 (meters)                     GEOID18
 SK0472  DYNAMIC HEIGHT  -        413.696 (meters)     1357.27  (feet) COMP
 SK0472  MODELED GRAVITY -    980,718.4   (mgal)                       NAVD 88
 SK0472
 SK0472  VERT ORDER      -  SECOND    CLASS I
 SK0472
 SK0472.The horizontal coordinates were scaled from a map and have
 SK0472.an estimated accuracy of +/- 6 seconds.
 SK0472
 SK0472.The orthometric height was determined by differential leveling and
 SK0472.adjusted by the NATIONAL GEODETIC SURVEY
 SK0472.in September 2014.
 SK0472
 SK0472.Significant digits in the geoid height do not necessarily reflect accuracy.
 SK0472.GEOID18 height accuracy estimate available here.
 SK0472
 SK0472.Click photographs - Photos may exist for this station.
 SK0472
 SK0472.The dynamic height is computed by dividing the NAVD 88
 SK0472.geopotential number by the normal gravity value computed on the
 SK0472.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SK0472.degrees latitude (g = 980.6199 gals.).
 SK0472
 SK0472.The modeled gravity was interpolated from observed gravity values.
 SK0472
 SK0472;                    North         East    Units  Estimated Accuracy
 SK0472;SPC MN N     -   222,070.      673,110.      MT  (+/- 180 meters Scaled)
 SK0472
 SK0472_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUN656717(NAD 83)
 SK0472
 SK0472                          SUPERSEDED SURVEY CONTROL
 SK0472
 SK0472  NAVD 88 (06/15/91)  413.644  (m)         1357.10   (f) SUPERSEDED  1 2
 SK0472
 SK0472.Superseded values are not recommended for survey control.
 SK0472
 SK0472.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SK0472.See file dsdata.pdf to determine how the superseded data were derived.
 SK0472
 SK0472_MARKER: DB = BENCH MARK DISK
 SK0472_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 SK0472_STAMPING: 0410 I RESET 1970
 SK0472_MARK LOGO: MNHD
 SK0472_PROJECTION: RECESSED 8 CENTIMETERS
 SK0472_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 SK0472_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SK0472_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 SK0472+SATELLITE: SATELLITE OBSERVATIONS - August 20, 2012
 SK0472
 SK0472  HISTORY     - Date     Condition        Report By
 SK0472  HISTORY     - 19700401 MONUMENTED       MNHD
 SK0472  HISTORY     - 1980     GOOD             NGS
 SK0472  HISTORY     - 20041029 GOOD             GEOCAC
 SK0472  HISTORY     - 20120820 GOOD             MNDT
 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.
 SK0472
 SK0472                          STATION RECOVERY (2012)
 SK0472
 SK0472'RECOVERY NOTE BY MN DEPT OF TRANSP 2012 (MAS)
 SK0472'THE STATION IS LOCATED ABOUT 8.5 MI (13.7 KM) SOUTHEAST OF PUPOSKY,
 SK0472'7.2 MI (11.6 KM) SOUTHWEST OF TENSTRIKE AND 1.7 MI (2.7 KM) WEST OF
 SK0472'TURTLE RIVER.
 SK0472'
 SK0472'TO REACH THE MARK GO 1.8 MI (2.9 KM) SOUTHWEST ALONG COUNTY ROAD 21
 SK0472'(BEMIDJI ROAD NORTHEAST) FROM THE JUNCTION OF COUNTY ROAD 21 (BEMIDJI
 SK0472'ROAD NORTHEAST) AND TRUNK HIGHWAY 71 IN TURTLE RIVER.
 SK0472'
 SK0472'THE MARK IS LOCATED 184.0 FT (56.1 M) NORTH-NORTHWEST OF COUNTY ROAD
 SK0472'21 (OLD TRUNK HIGHWAY 71), 130.0 FT (39.6 M) NORTH OF BENCH MARK Y
 SK0472'362, 24.0 FT (7.3 M) NORTHEAST OF BIRCH VIEW ROAD, 14.0 FT (4.3 M)
 SK0472'NORTH-NORTHWEST OF TELEPHONE JUNCTION BOX, 0.5 FT (15 CM) SOUTH OF A
 SK0472'WITNESS POST.
 SK0472'
 SK0472'NOTE - PLEASE NOTE THAT THE STAMPING ON THIS MARK IS HARD TO READ - IT
 SK0472'LOOKS LIKE 0410 T RESET 1970 - BUT IT'S ACTUALLY 0410 I RESET 1970.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DP2259 ***********************************************************************
 DP2259  DESIGNATION -  0410 M
 DP2259  PID         -  DP2259
 DP2259  STATE/COUNTY-  MN/BELTRAMI
 DP2259  COUNTRY     -  US
 DP2259  USGS QUAD   -  TENSTRIKE (2019)
 DP2259
 DP2259                         *CURRENT SURVEY CONTROL
 DP2259  ______________________________________________________________________
 DP2259* NAD 83(1986) POSITION- 47 37 57.89   (N) 094 42 20.33   (W)   HD_HELD1
 DP2259* NAVD 88 ORTHO HEIGHT -   417.712 (meters)     1370.44  (feet) ADJUSTED
 DP2259  ______________________________________________________________________
 DP2259  GEOID HEIGHT    -        -28.075 (meters)                     GEOID18
 DP2259  DYNAMIC HEIGHT  -        417.770 (meters)     1370.63  (feet) COMP
 DP2259  MODELED GRAVITY -    980,738.8   (mgal)                       NAVD 88
 DP2259
 DP2259  VERT ORDER      -  SECOND    CLASS I
 DP2259
 DP2259.The horizontal coordinates were determined by differentially corrected
 DP2259.hand held GPS observations or other comparable positioning techniques
 DP2259.and have an estimated accuracy of +/- 3 meters.
 DP2259
 DP2259.The orthometric height was determined by differential leveling and
 DP2259.adjusted by the NATIONAL GEODETIC SURVEY
 DP2259.in September 2014.
 DP2259
 DP2259.No vertical observational check was made to the station.
 DP2259
 DP2259.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP2259.GEOID18 height accuracy estimate available here.
 DP2259
 DP2259.Click photographs - Photos may exist for this station.
 DP2259
 DP2259.The dynamic height is computed by dividing the NAVD 88
 DP2259.geopotential number by the normal gravity value computed on the
 DP2259.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP2259.degrees latitude (g = 980.6199 gals.).
 DP2259
 DP2259.The modeled gravity was interpolated from observed gravity values.
 DP2259
 DP2259;                    North         East    Units  Estimated Accuracy
 DP2259;SPC MN N     -   227,184.1     679,349.7     MT  (+/- 3 meters HH1 GPS) 
 DP2259
 DP2259_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUN7186776892(NAD 83)
 DP2259
 DP2259                          SUPERSEDED SURVEY CONTROL
 DP2259
 DP2259.No superseded survey control is available for this station.
 DP2259
 DP2259_MARKER: DB = BENCH MARK DISK
 DP2259_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 DP2259_STAMPING: 0410 M 1967
 DP2259_MARK LOGO: MNHD
 DP2259_PROJECTION: FLUSH
 DP2259_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DP2259_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DP2259_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DP2259+SATELLITE: SATELLITE OBSERVATIONS - August 02, 2012
 DP2259
 DP2259  HISTORY     - Date     Condition        Report By
 DP2259  HISTORY     - 19670401 MONUMENTED       MNHD
 DP2259  HISTORY     - 20120802 GOOD             MNDT
 DP2259
 DP2259                          STATION DESCRIPTION
 DP2259
 DP2259'DESCRIBED BY MN DEPT OF TRANSP 2012 (KMS)
 DP2259'THE STATION IS LOCATED ABOUT 9.9 MI (15.9 KM) EAST-SOUTHEAST OF
 DP2259'PUPOSKY, 3.8 MI (6.1 KM) NORTHEAST OF TURTLE RIVER AND 2.2 MI (3.5 KM)
 DP2259'SOUTHWEST OF TENSTRIKE.
 DP2259'
 DP2259'TO REACH THE MARK GO 1.85 MI (3.0 KM) SOUTHWEST ALONG TRUNK HIGHWAY 71
 DP2259'FROM THE JUNCTION OF TRUNK HIGHWAY 71 AND COUNTY ROAD 29 IN TENSTIKE
 DP2259'TO TRUNK HIGHWAY 71 MILE POINT 326.75, THEN 0.3 MI (0.5 KM) SOUTHWEST
 DP2259'ON HILLCREST DRIVE/OLD TRUNK HIGHWAY 71.
 DP2259'
 DP2259'THE MARK IS LOCATED 136.0 FT (41.5 M) EAST OF HILLCREST DRIVE
 DP2259'NORTHEAST, 31.5 FT (9.6 M) SOUTH OF FRENCH LANE NORTHEAST, 2.4 FT (0.7
 DP2259'M) SOUTH OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DK2895 ***********************************************************************
 DK2895  DESIGNATION -  0410 W
 DK2895  PID         -  DK2895
 DK2895  STATE/COUNTY-  MN/BELTRAMI
 DK2895  COUNTRY     -  US
 DK2895  USGS QUAD   -  PETERSON LAKE (2019)
 DK2895
 DK2895                         *CURRENT SURVEY CONTROL
 DK2895  ______________________________________________________________________
 DK2895* NAD 83(2011) POSITION- 47 31 37.18012(N) 094 54 04.12139(W)   ADJUSTED
 DK2895* NAD 83(2011) ELLIP HT-   391.837 (meters)        (06/27/12)   ADJUSTED
 DK2895* NAD 83(2011) EPOCH   -  2010.00
 DK2895* NAVD 88 ORTHO HEIGHT -   419.960 (meters)     1377.82  (feet) ADJUSTED
 DK2895  ______________________________________________________________________
 DK2895  GEOID HEIGHT    -        -28.119 (meters)                     GEOID18
 DK2895  NAD 83(2011) X  -   -368,653.071 (meters)                     COMP
 DK2895  NAD 83(2011) Y  - -4,299,142.642 (meters)                     COMP
 DK2895  NAD 83(2011) Z  -  4,681,813.870 (meters)                     COMP
 DK2895  LAPLACE CORR    -         -2.11  (seconds)                    DEFLEC18
 DK2895  DYNAMIC HEIGHT  -        420.003 (meters)     1377.96  (feet) COMP
 DK2895  MODELED GRAVITY -    980,702.3   (mgal)                       NAVD 88
 DK2895
 DK2895  VERT ORDER      -  SECOND    CLASS I
 DK2895
 DK2895  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DK2895  Standards:
 DK2895         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DK2895            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DK2895  -------------------------------------------------------------------
 DK2895  NETWORK    0.70   0.47           0.29   0.28   0.24     -0.27888440
 DK2895  -------------------------------------------------------------------
 DK2895  Click here for local accuracies and other accuracy information.
 DK2895
 DK2895.The horizontal coordinates were established by GPS observations
 DK2895.and adjusted by the National Geodetic Survey in June 2012.
 DK2895
 DK2895.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DK2895.been affixed to the stable North American tectonic plate. See 
 DK2895.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DK2895
 DK2895.The horizontal coordinates are valid at the epoch date displayed above
 DK2895.which is a decimal equivalence of Year/Month/Day.
 DK2895
 DK2895.The orthometric height was determined by differential leveling and
 DK2895.adjusted by the NATIONAL GEODETIC SURVEY
 DK2895.in September 2014.
 DK2895
 DK2895.Significant digits in the geoid height do not necessarily reflect accuracy.
 DK2895.GEOID18 height accuracy estimate available here.
 DK2895
 DK2895.Click photographs - Photos may exist for this station.
 DK2895
 DK2895.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DK2895
 DK2895.The Laplace correction was computed from DEFLEC18 derived deflections.
 DK2895
 DK2895.The ellipsoidal height was determined by GPS observations
 DK2895.and is referenced to NAD 83.
 DK2895
 DK2895.The dynamic height is computed by dividing the NAVD 88
 DK2895.geopotential number by the normal gravity value computed on the
 DK2895.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK2895.degrees latitude (g = 980.6199 gals.).
 DK2895
 DK2895.The modeled gravity was interpolated from observed gravity values.
 DK2895
 DK2895. The following values were computed from the NAD 83(2011) position.
 DK2895
 DK2895;                    North         East     Units Scale Factor Converg.
 DK2895;SPC MN N     -   215,754.172   664,388.397   MT  0.99991723   -1 20 06.2
 DK2895;SPC MN N     -   707,853.48  2,179,747.60   sFT  0.99991723   -1 20 06.2
 DK2895;UTM  15      - 5,265,481.323   356,893.952   MT  0.99985167   -1 24 09.0
 DK2895
 DK2895!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DK2895!SPC MN N     -   0.99993859  x   0.99991723  =   0.99985582
 DK2895!UTM  15      -   0.99993859  x   0.99985167  =   0.99979027
 DK2895
 DK2895:                Primary Azimuth Mark                     Grid Az
 DK2895:SPC MN N     -  0410 V                                   192 56 53.0
 DK2895:UTM  15      -  0410 V                                   193 00 55.8
 DK2895
 DK2895_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUN5689365481(NAD 83)
 DK2895
 DK2895|---------------------------------------------------------------------|
 DK2895| PID    Reference Object                     Distance      Geod. Az  |
 DK2895|                                                           dddmmss.s |
 DK2895| DK2894 0410 V                              APPROX. 1.7 KM 1913646.8 |
 DK2895|---------------------------------------------------------------------|
 DK2895
 DK2895                          SUPERSEDED SURVEY CONTROL
 DK2895
 DK2895  NAD 83(2007)-  47 31 37.18014(N)    094 54 04.12239(W) AD(2002.00) 1
 DK2895  ELLIP H (07/09/09)  391.860  (m)                       GP(2002.00) 3 1
 DK2895  NAD 83(1996)-  47 31 37.17995(N)    094 54 04.12230(W) AD(       ) 1
 DK2895  ELLIP H (01/10/08)  391.888  (m)                       GP(       ) 3 1
 DK2895  NAVD 88 (01/10/08)  420.0    (m)  GEOID03  model used  GPS OBS        
 DK2895
 DK2895.Superseded values are not recommended for survey control.
 DK2895
 DK2895.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK2895.See file dsdata.pdf to determine how the superseded data were derived.
 DK2895
 DK2895_MARKER: DB = BENCH MARK DISK
 DK2895_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 DK2895_STAMPING: 0410 W 1971
 DK2895_MARK LOGO: MNHD
 DK2895_PROJECTION: FLUSH
 DK2895_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DK2895_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DK2895_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DK2895+SATELLITE: SATELLITE OBSERVATIONS - August 16, 2012
 DK2895
 DK2895  HISTORY     - Date     Condition        Report By
 DK2895  HISTORY     - 1971     MONUMENTED       MNHD
 DK2895  HISTORY     - 20120816 GOOD             MNDT
 DK2895
 DK2895                          STATION DESCRIPTION
 DK2895
 DK2895'DESCRIBED BY MN HIGHWAY DEPT 1971
 DK2895'2 MILES NORTH OF BEMIDJI, 2.2 MILES NORTH ALONG TRUNK HIGHWAY 71 FROM
 DK2895'TRUNK HIGHWAY 197 IN WEST BEMIDJI, AT MILEPOINT 314.6, 122 FEET EAST
 DK2895'OF NORTHBOUND, 38 STREET NORTH BALSAM ROAD, 5.5 FEET NORTH OF UTILITY
 DK2895'POLE, 1 FOOT WEST OF WITNESS POST.
 DK2895
 DK2895                          STATION RECOVERY (2012)
 DK2895
 DK2895'RECOVERY NOTE BY MN DEPT OF TRANSP 2012 (KMS)
 DK2895'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DP2295 ***********************************************************************
 DP2295  DESIGNATION -  0411 A RESET 2
 DP2295  PID         -  DP2295
 DP2295  STATE/COUNTY-  MN/BELTRAMI
 DP2295  COUNTRY     -  US
 DP2295  USGS QUAD   -  BLACKDUCK (2019)
 DP2295
 DP2295                         *CURRENT SURVEY CONTROL
 DP2295  ______________________________________________________________________
 DP2295* NAD 83(2011) POSITION- 47 44 27.62284(N) 094 32 04.18867(W)   ADJUSTED
 DP2295* NAD 83(2011) ELLIP HT-   402.247 (meters)        (11/22/22)   ADJUSTED
 DP2295* NAD 83(2011) EPOCH   -  2010.00
 DP2295* NAVD 88 ORTHO HEIGHT -   430.358 (meters)     1411.93  (feet) ADJUSTED
 DP2295  ______________________________________________________________________
 DP2295  GEOID HEIGHT    -        -28.142 (meters)                     GEOID18
 DP2295  NAD 83(2011) X  -   -339,745.125 (meters)                     COMP
 DP2295  NAD 83(2011) Y  - -4,283,893.920 (meters)                     COMP
 DP2295  NAD 83(2011) Z  -  4,697,856.825 (meters)                     COMP
 DP2295  LAPLACE CORR    -         -3.14  (seconds)                    DEFLEC18
 DP2295  DYNAMIC HEIGHT  -        430.426 (meters)     1412.16  (feet) COMP
 DP2295  MODELED GRAVITY -    980,756.7   (mgal)                       NAVD 88
 DP2295
 DP2295  VERT ORDER      -  SECOND    CLASS I
 DP2295
 DP2295  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DP2295  Standards:
 DP2295         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DP2295            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DP2295  -------------------------------------------------------------------
 DP2295  NETWORK    0.68   1.14           0.31   0.23   0.58     -0.11269941
 DP2295  -------------------------------------------------------------------
 DP2295  Click here for local accuracies and other accuracy information.
 DP2295
 DP2295.The horizontal coordinates were established by GPS observations
 DP2295.and adjusted by the MN DEPT OF TRANSP in November 2022.
 DP2295
 DP2295.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DP2295.been affixed to the stable North American tectonic plate. See 
 DP2295.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DP2295
 DP2295.The horizontal coordinates are valid at the epoch date displayed above
 DP2295.which is a decimal equivalence of Year/Month/Day.
 DP2295
 DP2295.The orthometric height was determined by differential leveling and
 DP2295.adjusted by the NATIONAL GEODETIC SURVEY
 DP2295.in September 2014.
 DP2295
 DP2295.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP2295.GEOID18 height accuracy estimate available here.
 DP2295
 DP2295.Click photographs - Photos may exist for this station.
 DP2295
 DP2295.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DP2295
 DP2295.The Laplace correction was computed from DEFLEC18 derived deflections.
 DP2295
 DP2295.The ellipsoidal height was determined by GPS observations
 DP2295.and is referenced to NAD 83.
 DP2295
 DP2295.The dynamic height is computed by dividing the NAVD 88
 DP2295.geopotential number by the normal gravity value computed on the
 DP2295.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP2295.degrees latitude (g = 980.6199 gals.).
 DP2295
 DP2295.The modeled gravity was interpolated from observed gravity values.
 DP2295
 DP2295. The following values were computed from the NAD 83(2011) position.
 DP2295
 DP2295;                    North         East     Units Scale Factor Converg.
 DP2295;SPC MN N     -   238,964.671   692,431.949   MT  0.99990417   -1 03 47.8
 DP2295;SPC MN N     -   784,003.26  2,271,753.82   sFT  0.99990417   -1 03 47.8
 DP2295;UTM  15      - 5,288,655.053   384,962.985   MT  0.99976262   -1 08 09.0
 DP2295
 DP2295!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DP2295!SPC MN N     -   0.99993696  x   0.99990417  =   0.99984113
 DP2295!UTM  15      -   0.99993696  x   0.99976262  =   0.99969959
 DP2295
 DP2295_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUN8496288655(NAD 83)
 DP2295
 DP2295                          SUPERSEDED SURVEY CONTROL
 DP2295
 DP2295.No superseded survey control is available for this station.
 DP2295
 DP2295_MARKER: I = METAL ROD
 DP2295_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DP2295_STAMPING: 0411 A RESET 2012
 DP2295_MARK LOGO: MNDT
 DP2295_PROJECTION: RECESSED 5 CENTIMETERS
 DP2295_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DP2295_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DP2295_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP2295+SATELLITE: SATELLITE OBSERVATIONS - September 14, 2022
 DP2295_ROD/PIPE-DEPTH: 7.2 meters
 DP2295
 DP2295  HISTORY     - Date     Condition        Report By
 DP2295  HISTORY     - 20120815 MONUMENTED       MNDT
 DP2295  HISTORY     - 20220914 GOOD             MNDT
 DP2295
 DP2295                          STATION DESCRIPTION
 DP2295
 DP2295'DESCRIBED BY MN DEPT OF TRANSP 2012
 DP2295'THE STATION IS LOCATED ABOUT 8.7 MI (14.0 KM) NORTHEAST OF TENSTRIKE,
 DP2295'5.6 MI (9.0 KM) WEST-SOUTHWEST OF FUNKLEY AND 0.8 MI (1.3 KM)
 DP2295'NORTHEAST OF BLACKDUCK.
 DP2295'
 DP2295'TO REACH THE MARK GO 1.05 MI (1.7 KM) NORTHEAST ALONG TRUNK HIGHWAY 71
 DP2295'FROM THE JUNCTION OF TRUNK HIGHWAY 71 AND TRUNK HIGHWAY 72 IN
 DP2295'BLACKDUCK, AT TRUNK HIGHWAY 71 MILE POINT 338.05.
 DP2295'
 DP2295'THE MARK IS LOCATED 74 FT (22.6 M) NORTH OF TRUNK HIGHWAY 71, 1.0 FT
 DP2295'(0.3 M) SOUTH OF A WITNESS POST.
 DP2295'
 DP2295'NOTE - THE STATION MARK CONSISTS OF A 3/4 INCH (19 MM) DIAMETER
 DP2295'ALUMINUM ROD DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL MARK
 DP2295'REMOVABLE DISK SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY
 DP2295'A SIX-INCH PVC PIPE BACKFILLED WITH WASHED SAND.
 DP2295
 DP2295                          STATION RECOVERY (2022)
 DP2295
 DP2295'RECOVERY NOTE BY MN DEPT OF TRANSP 2022 (TXD)
 DP2295'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 SK1153 ***********************************************************************
 SK1153  DESIGNATION -  0411 D RESET
 SK1153  PID         -  SK1153
 SK1153  STATE/COUNTY-  MN/BELTRAMI
 SK1153  COUNTRY     -  US
 SK1153  USGS QUAD   -  FUNKLEY (2019)
 SK1153
 SK1153                         *CURRENT SURVEY CONTROL
 SK1153  ______________________________________________________________________
 SK1153* NAD 83(2011) POSITION- 47 45 22.04224(N) 094 29 43.93702(W)   ADJUSTED
 SK1153* NAD 83(2011) ELLIP HT-   394.347 (meters)        (11/22/22)   ADJUSTED
 SK1153* NAD 83(2011) EPOCH   -  2010.00
 SK1153* NAVD 88 ORTHO HEIGHT -   422.519 (meters)     1386.21  (feet) ADJUSTED
 SK1153  ______________________________________________________________________
 SK1153  GEOID HEIGHT    -        -28.201 (meters)                     GEOID18
 SK1153  NAD 83(2011) X  -   -336,734.238 (meters)                     COMP
 SK1153  NAD 83(2011) Y  - -4,282,878.315 (meters)                     COMP
 SK1153  NAD 83(2011) Z  -  4,698,981.150 (meters)                     COMP
 SK1153  LAPLACE CORR    -         -4.08  (seconds)                    DEFLEC18
 SK1153  DYNAMIC HEIGHT  -        422.585 (meters)     1386.43  (feet) COMP
 SK1153  MODELED GRAVITY -    980,753.8   (mgal)                       NAVD 88
 SK1153
 SK1153  VERT ORDER      -  SECOND    CLASS I
 SK1153
 SK1153  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 SK1153  Standards:
 SK1153         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 SK1153            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 SK1153  -------------------------------------------------------------------
 SK1153  NETWORK    0.70   1.16           0.32   0.24   0.59     -0.07695760
 SK1153  -------------------------------------------------------------------
 SK1153  Click here for local accuracies and other accuracy information.
 SK1153
 SK1153.The horizontal coordinates were established by GPS observations
 SK1153.and adjusted by the MN DEPT OF TRANSP in November 2022.
 SK1153
 SK1153.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 SK1153.been affixed to the stable North American tectonic plate. See 
 SK1153.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 SK1153
 SK1153.The horizontal coordinates are valid at the epoch date displayed above
 SK1153.which is a decimal equivalence of Year/Month/Day.
 SK1153
 SK1153.The orthometric height was determined by differential leveling and
 SK1153.adjusted by the NATIONAL GEODETIC SURVEY
 SK1153.in September 2014.
 SK1153
 SK1153.Significant digits in the geoid height do not necessarily reflect accuracy.
 SK1153.GEOID18 height accuracy estimate available here.
 SK1153
 SK1153.Click photographs - Photos may exist for this station.
 SK1153
 SK1153.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 SK1153
 SK1153.The Laplace correction was computed from DEFLEC18 derived deflections.
 SK1153
 SK1153.The ellipsoidal height was determined by GPS observations
 SK1153.and is referenced to NAD 83.
 SK1153
 SK1153.The dynamic height is computed by dividing the NAVD 88
 SK1153.geopotential number by the normal gravity value computed on the
 SK1153.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SK1153.degrees latitude (g = 980.6199 gals.).
 SK1153
 SK1153.The modeled gravity was interpolated from observed gravity values.
 SK1153
 SK1153. The following values were computed from the NAD 83(2011) position.
 SK1153
 SK1153;                    North         East     Units Scale Factor Converg.
 SK1153;SPC MN N     -   240,591.492   695,383.354   MT  0.99990377   -1 02 03.8
 SK1153;SPC MN N     -   789,340.59  2,281,436.89   sFT  0.99990377   -1 02 03.8
 SK1153;UTM  15      - 5,290,277.892   387,916.022   MT  0.99975438   -1 06 26.1
 SK1153
 SK1153!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SK1153!SPC MN N     -   0.99993820  x   0.99990377  =   0.99984197
 SK1153!UTM  15      -   0.99993820  x   0.99975438  =   0.99969259
 SK1153
 SK1153_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUN8791690277(NAD 83)
 SK1153
 SK1153                          SUPERSEDED SURVEY CONTROL
 SK1153
 SK1153  NAVD 88 (04/14/03)  422.521  (m)         1386.22   (f) SUPERSEDED  3 0
 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
 SK1153.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SK1153.See file dsdata.pdf to determine how the superseded data were derived.
 SK1153
 SK1153_MARKER: DV = VERTICAL CONTROL DISK
 SK1153_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 SK1153_STAMPING: 0411 D RESET 1988
 SK1153_MARK LOGO: MNDT
 SK1153_PROJECTION: RECESSED 8 CENTIMETERS
 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 - September 14, 2022
 SK1153
 SK1153  HISTORY     - Date     Condition        Report By
 SK1153  HISTORY     - 19890601 MONUMENTED       MNDT
 SK1153  HISTORY     - 20030401 GOOD             MNDT
 SK1153  HISTORY     - 20030721 GOOD             MNDT
 SK1153  HISTORY     - 20120815 GOOD             MNDT
 SK1153  HISTORY     - 20211101 GOOD             MNDT
 SK1153  HISTORY     - 20220914 GOOD             MNDT
 SK1153
 SK1153                          STATION DESCRIPTION
 SK1153
 SK1153'DESCRIBED BY MN DEPT OF TRANSP 1989
 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.
 SK1153
 SK1153                          STATION RECOVERY (2012)
 SK1153
 SK1153'RECOVERY NOTE BY MN DEPT OF TRANSP 2012 (KMS)
 SK1153'THE STATION IS LOCATED ABOUT 10.8 MI (17.4 KM) WEST OF ALVWOOD, 3.6 MI
 SK1153'(5.8 KM) WEST-SOUTHWEST OF FUNKLEY AND 2.9 MI (4.7 KM) EAST-NORTHEAST
 SK1153'OF BLACKDUCK.
 SK1153'
 SK1153'TO REACH THE MARK GO 3.15 MI (5.1 KM) ALONG TRUNK HIGHWAY 71 FROM THE
 SK1153'JUNCTION OF TRUNK HIGHWAY 71 AND TRUNK HIGHWAY 72 IN BLACKDUCK, AT
 SK1153'TRUNK HIGHWAY 71 MILE POINT 340.1.
 SK1153'
 SK1153'THE MARK IS LOCATED 132.0 FT (40.2 M) NORTH-NORTHWEST OF TRUNK HIGHWAY
 SK1153'71, 0.9 FT (27 CM) SOUTHEAST OF A WITNESS POST.
 SK1153
 SK1153                          STATION RECOVERY (2021)
 SK1153
 SK1153'RECOVERY NOTE BY MN DEPT OF TRANSP 2021 (KMS)
 SK1153'RECOVERED IN GOOD CONDITION.
 SK1153
 SK1153                          STATION RECOVERY (2022)
 SK1153
 SK1153'RECOVERY NOTE BY MN DEPT OF TRANSP 2022 (JXH)
 SK1153'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 SK0085 ***********************************************************************
 SK0085  DESIGNATION -  0411 E
 SK0085  PID         -  SK0085
 SK0085  STATE/COUNTY-  MN/BELTRAMI
 SK0085  COUNTRY     -  US
 SK0085  USGS QUAD   -  FUNKLEY (2019)
 SK0085
 SK0085                         *CURRENT SURVEY CONTROL
 SK0085  ______________________________________________________________________
 SK0085* NAD 83(1986) POSITION- 47 46 00.97   (N) 094 27 56.55   (W)   HD_HELD1
 SK0085* NAVD 88 ORTHO HEIGHT -   423.835 (meters)     1390.53  (feet) ADJUSTED
 SK0085  ______________________________________________________________________
 SK0085  GEOID HEIGHT    -        -28.248 (meters)                     GEOID18
 SK0085  DYNAMIC HEIGHT  -        423.900 (meters)     1390.75  (feet) COMP
 SK0085  MODELED GRAVITY -    980,750.3   (mgal)                       NAVD 88
 SK0085
 SK0085  VERT ORDER      -  FIRST     CLASS II
 SK0085
 SK0085.The horizontal coordinates were determined by differentially corrected
 SK0085.hand held GPS observations or other comparable positioning techniques
 SK0085.and have an estimated accuracy of +/- 3 meters.
 SK0085
 SK0085.The orthometric height was determined by differential leveling and
 SK0085.adjusted by the NATIONAL GEODETIC SURVEY
 SK0085.in June 1991.
 SK0085
 SK0085.Significant digits in the geoid height do not necessarily reflect accuracy.
 SK0085.GEOID18 height accuracy estimate available here.
 SK0085
 SK0085.Click photographs - Photos may exist for this station.
 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     -   241,753.5     697,640.5     MT  (+/- 3 meters HH1 GPS) 
 SK0085
 SK0085_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUN9017491436(NAD 83)
 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
 SK0085.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SK0085.See file dsdata.pdf to determine how the superseded data were derived.
 SK0085
 SK0085_MARKER: DV = VERTICAL CONTROL DISK
 SK0085_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 SK0085_STAMPING: 0411 E 1976
 SK0085_MARK LOGO: MNHD
 SK0085_PROJECTION: FLUSH
 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 - August 15, 2012
 SK0085
 SK0085  HISTORY     - Date     Condition        Report By
 SK0085  HISTORY     - 19760601 MONUMENTED       MNHD
 SK0085  HISTORY     - 1980     GOOD             NGS
 SK0085  HISTORY     - 20030515 GOOD             MNDT
 SK0085  HISTORY     - 20120815 GOOD             MNDT
 SK0085
 SK0085                          STATION DESCRIPTION
 SK0085
 SK0085'DESCRIBED BY MN HIGHWAY DEPT 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.
 SK0085
 SK0085                          STATION RECOVERY (2012)
 SK0085
 SK0085'RECOVERY NOTE BY MN DEPT OF TRANSP 2012 (KMS)
 SK0085'THE STATION IS LOCATED ABOUT 9.6 MI (15.4 KM) WEST-NORTHWEST OF
 SK0085'ALVWOOD, 4.5 MI (7.2 KM) EAST-NORTHEAST OF BLACKDUCK AND 2.0 MI (3.2
 SK0085'KM) SOUTHWEST OF FUNKLEY.
 SK0085'
 SK0085'TO REACH THE MARK GO 4.6 MI (7.4 KM) NORTHEAST OF THE JUNCTION OF
 SK0085'TRUNK HIGHWAY 71 AND TRUNK HIGHWAY 72 AT BLACKDUCK, AT TRUNK HIGHWAY
 SK0085'71 MILE POINT 341.7.
 SK0085'
 SK0085'THE MARK IS LOCATED 225 FT (68.6 M) SOUTHEAST OF TRUNK HIGHWAY 71, 26
 SK0085'FT (7.9 M) SOUTHEAST OF ATV TRAIL, 10 FT (3.0 M) SOUTHWEST OF WOODED
 SK0085'TRAIL, 1.0 FT (0.3 M) NORTHWEST OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 SK1154 ***********************************************************************
 SK1154  DESIGNATION -  0411 F RESET
 SK1154  PID         -  SK1154
 SK1154  STATE/COUNTY-  MN/BELTRAMI
 SK1154  COUNTRY     -  US
 SK1154  USGS QUAD   -  FUNKLEY (2019)
 SK1154
 SK1154                         *CURRENT SURVEY CONTROL
 SK1154  ______________________________________________________________________
 SK1154* NAD 83(2011) POSITION- 47 46 24.69354(N) 094 27 15.00239(W)   ADJUSTED
 SK1154* NAD 83(2011) ELLIP HT-   393.379 (meters)        (06/27/12)   ADJUSTED
 SK1154* NAD 83(2011) EPOCH   -  2010.00
 SK1154* NAVD 88 ORTHO HEIGHT -   421.643 (meters)     1383.34  (feet) ADJUSTED
 SK1154  ______________________________________________________________________
 SK1154  GEOID HEIGHT    -        -28.266 (meters)                     GEOID18
 SK1154  NAD 83(2011) X  -   -333,530.356 (meters)                     COMP
 SK1154  NAD 83(2011) Y  - -4,281,691.284 (meters)                     COMP
 SK1154  NAD 83(2011) Z  -  4,700,281.160 (meters)                     COMP
 SK1154  LAPLACE CORR    -         -4.23  (seconds)                    DEFLEC18
 SK1154  DYNAMIC HEIGHT  -        421.707 (meters)     1383.55  (feet) COMP
 SK1154  MODELED GRAVITY -    980,750.8   (mgal)                       NAVD 88
 SK1154
 SK1154  VERT ORDER      -  SECOND    CLASS I
 SK1154
 SK1154  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 SK1154  Standards:
 SK1154         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 SK1154            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 SK1154  -------------------------------------------------------------------
 SK1154  NETWORK    0.46   0.47           0.22   0.14   0.24      0.01834499
 SK1154  -------------------------------------------------------------------
 SK1154  Click here for local accuracies and other accuracy information.
 SK1154
 SK1154.The horizontal coordinates were established by GPS observations
 SK1154.and adjusted by the National Geodetic Survey in June 2012.
 SK1154
 SK1154.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 SK1154.been affixed to the stable North American tectonic plate. See 
 SK1154.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 SK1154
 SK1154.The horizontal coordinates are valid at the epoch date displayed above
 SK1154.which is a decimal equivalence of Year/Month/Day.
 SK1154
 SK1154.The orthometric height was determined by differential leveling and
 SK1154.adjusted by the NATIONAL GEODETIC SURVEY
 SK1154.in September 2014.
 SK1154
 SK1154.Significant digits in the geoid height do not necessarily reflect accuracy.
 SK1154.GEOID18 height accuracy estimate available here.
 SK1154
 SK1154.Click photographs - Photos may exist for this station.
 SK1154
 SK1154.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 SK1154
 SK1154.The Laplace correction was computed from DEFLEC18 derived deflections.
 SK1154
 SK1154.The ellipsoidal height was determined by GPS observations
 SK1154.and is referenced to NAD 83.
 SK1154
 SK1154.The dynamic height is computed by dividing the NAVD 88
 SK1154.geopotential number by the normal gravity value computed on the
 SK1154.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SK1154.degrees latitude (g = 980.6199 gals.).
 SK1154
 SK1154.The modeled gravity was interpolated from observed gravity values.
 SK1154
 SK1154. The following values were computed from the NAD 83(2011) position.
 SK1154
 SK1154;                    North         East     Units Scale Factor Converg.
 SK1154;SPC MN N     -   242,470.828   698,518.285   MT  0.99990340   -1 00 13.4
 SK1154;SPC MN N     -   795,506.37  2,291,722.07   sFT  0.99990340   -1 00 13.4
 SK1154;UTM  15      - 5,292,152.944   391,052.864   MT  0.99974585   -1 04 36.9
 SK1154
 SK1154!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SK1154!SPC MN N     -   0.99993835  x   0.99990340  =   0.99984175
 SK1154!UTM  15      -   0.99993835  x   0.99974585  =   0.99968421
 SK1154
 SK1154_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUN9105292152(NAD 83)
 SK1154
 SK1154                          SUPERSEDED SURVEY CONTROL
 SK1154
 SK1154  NAD 83(1996)-  47 46 24.69332(N)    094 27 15.00314(W) AD(       ) 1
 SK1154  ELLIP H (01/10/08)  393.414  (m)                       GP(       ) 3 1
 SK1154  NAD 83(2007)-  47 46 24.69385(N)    094 27 15.00281(W) AD(2002.00) 0
 SK1154  ELLIP H (02/10/07)  393.416  (m)                       GP(2002.00)    
 SK1154  NAD 83(1996)-  47 46 24.69398(N)    094 27 15.00262(W) AD(       ) 1
 SK1154  ELLIP H (11/24/03)  393.416  (m)                       GP(       ) 4 1
 SK1154  NAVD 88 (11/24/03)  421.6    (m)  GEOID99  model used  GPS OBS        
 SK1154  NAVD 88 (04/14/03)  421.622  (m)         1383.27   (f) SUPERSEDED  3 0
 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
 SK1154.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SK1154.See file dsdata.pdf to determine how the superseded data were derived.
 SK1154
 SK1154_MARKER: DV = VERTICAL CONTROL DISK
 SK1154_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 SK1154_STAMPING: 0411 F RESET 1988
 SK1154_MARK LOGO: MNDT
 SK1154_PROJECTION: RECESSED 3 CENTIMETERS
 SK1154_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 SK1154_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 SK1154_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 SK1154+SATELLITE: SATELLITE OBSERVATIONS - August 15, 2012
 SK1154_ROD/PIPE-DEPTH: 13.1 meters
 SK1154
 SK1154  HISTORY     - Date     Condition        Report By
 SK1154  HISTORY     - 1988     MONUMENTED       MN-007
 SK1154  HISTORY     - 20030507 GOOD             MNDT
 SK1154  HISTORY     - 20061107 GOOD             MNDT
 SK1154  HISTORY     - 20120815 GOOD             MNDT
 SK1154
 SK1154                          STATION DESCRIPTION
 SK1154
 SK1154'DESCRIBED BY BELTRAMI COUNTY MINNESOTA 1988
 SK1154'5.45 MI NE FROM BLACKDUCK.
 SK1154'5.45 MILES NORTHEAST ALONG TRUNK HIGHWAY 71 FROM ITS JUNCTION
 SK1154'WITH TRUNK HIGHWAY 72 IN BLACKDUCK, 8.2 MILES SOUTHEAST ALONG
 SK1154'HIGHWAY 71 FROM ITS JUNCTION WITH TRUNK HIGHWAY 1 (3 MILES SOUTHWEST
 SK1154'OF NORTHOME), AND IN THE SW 1/4 OF SECTION 26, T150N, R30W,
 SK1154'100 FEET NORTH OF AND 4.0 FEET LOWER THAN NEW HIGHWAY 71 CENTERLINE
 SK1154'AT ENGINEERING STATION 542+00 (MILEPOINT 342.4), IN THE SOUTH PART
 SK1154'OF A HAY FIELD, 560 FEET NORTHEAST ALONG HIGHWAY 71 FROM COUNTY ROAD
 SK1154'NUMBER 304, AND 1.0 FOOT SOUTHEAST OF A STEEL WITNESS POST, A MNDT
 SK1154'MAGNETIC ALUMINUM VERTICAL CONTROL MONUMENT THAT IS FRICTION FITTED ON
 SK1154'TOP OF A 3/4 INCH DIAMETER BY 43.0 FOOT LONG ALUMINUM ALLOY ROD THAT
 SK1154'IS DRIVEN TO REFUSAL.  THE DISK AND THE TOP FOOT OF THE ROD ARE
 SK1154'ENCASED IN A 6 INCH DIAMETER PVC PIPE FILLED WITH ROCK, AND IS FLUSH
 SK1154'WITH THE SURFACE OF THE GROUND.
 SK1154
 SK1154                          STATION RECOVERY (2003)
 SK1154
 SK1154'RECOVERY NOTE BY MN DEPT OF TRANSP 2003 (WAS)
 SK1154'RECOVERED AS DESCRIBED, RECESSED 0.10 FT.
 SK1154
 SK1154                          STATION RECOVERY (2006)
 SK1154
 SK1154'RECOVERY NOTE BY MN DEPT OF TRANSP 2006 (DJS)
 SK1154'5.45 MILES NORTHEAST OF BLACKDUCK, 5.45 MILES NORTHEAST OF JUNCTION OF
 SK1154'TRUNK HIGHWAY 71 AND TRUNK HIGHWAY 72, AT TRUNK HIGHWAY 71 MILEPOINT
 SK1154'342.4,100 FEET NORTHWEST OF TRUNK HIGHWAY 71, IN SOUTH PART OF FIELD,
 SK1154'560 FEET NORTHEAST ALONG TRUNK HIGHWAY 71 FROM COUNTY ROAD 304, 1.0
 SK1154'FEET SOUTHEAST OF WITNESS POST.
 SK1154
 SK1154                          STATION RECOVERY (2012)
 SK1154
 SK1154'RECOVERY NOTE BY MN DEPT OF TRANSP 2012 (KMS)
 SK1154'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DP2298 ***********************************************************************
 DP2298  DESIGNATION -  0411 G RESET
 DP2298  PID         -  DP2298
 DP2298  STATE/COUNTY-  MN/BELTRAMI
 DP2298  COUNTRY     -  US
 DP2298  USGS QUAD   -  FUNKLEY (2019)
 DP2298
 DP2298                         *CURRENT SURVEY CONTROL
 DP2298  ______________________________________________________________________
 DP2298* NAD 83(2011) POSITION- 47 46 39.00981(N) 094 26 42.25848(W)   ADJUSTED
 DP2298* NAD 83(2011) ELLIP HT-   389.603 (meters)        (11/22/22)   ADJUSTED
 DP2298* NAD 83(2011) EPOCH   -  2010.00
 DP2298* NAVD 88 ORTHO HEIGHT -   417.870 (meters)     1370.96  (feet) ADJUSTED
 DP2298  ______________________________________________________________________
 DP2298  GEOID HEIGHT    -        -28.279 (meters)                     GEOID18
 DP2298  NAD 83(2011) X  -   -332,825.072 (meters)                     COMP
 DP2298  NAD 83(2011) Y  - -4,281,415.187 (meters)                     COMP
 DP2298  NAD 83(2011) Z  -  4,700,575.528 (meters)                     COMP
 DP2298  LAPLACE CORR    -         -4.25  (seconds)                    DEFLEC18
 DP2298  DYNAMIC HEIGHT  -        417.934 (meters)     1371.17  (feet) COMP
 DP2298  MODELED GRAVITY -    980,751.7   (mgal)                       NAVD 88
 DP2298
 DP2298  VERT ORDER      -  SECOND    CLASS I
 DP2298
 DP2298  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DP2298  Standards:
 DP2298         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DP2298            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DP2298  -------------------------------------------------------------------
 DP2298  NETWORK    0.76   1.23           0.35   0.25   0.63     -0.00156521
 DP2298  -------------------------------------------------------------------
 DP2298  Click here for local accuracies and other accuracy information.
 DP2298
 DP2298.The horizontal coordinates were established by GPS observations
 DP2298.and adjusted by the MN DEPT OF TRANSP in November 2022.
 DP2298
 DP2298.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DP2298.been affixed to the stable North American tectonic plate. See 
 DP2298.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DP2298
 DP2298.The horizontal coordinates are valid at the epoch date displayed above
 DP2298.which is a decimal equivalence of Year/Month/Day.
 DP2298
 DP2298.The orthometric height was determined by differential leveling and
 DP2298.adjusted by the NATIONAL GEODETIC SURVEY
 DP2298.in September 2014.
 DP2298
 DP2298.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP2298.GEOID18 height accuracy estimate available here.
 DP2298
 DP2298.Click photographs - Photos may exist for this station.
 DP2298
 DP2298.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DP2298
 DP2298.The Laplace correction was computed from DEFLEC18 derived deflections.
 DP2298
 DP2298.The ellipsoidal height was determined by GPS observations
 DP2298.and is referenced to NAD 83.
 DP2298
 DP2298.The dynamic height is computed by dividing the NAVD 88
 DP2298.geopotential number by the normal gravity value computed on the
 DP2298.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP2298.degrees latitude (g = 980.6199 gals.).
 DP2298
 DP2298.The modeled gravity was interpolated from observed gravity values.
 DP2298
 DP2298. The following values were computed from the NAD 83(2011) position.
 DP2298
 DP2298;                    North         East     Units Scale Factor Converg.
 DP2298;SPC MN N     -   242,900.975   699,207.531   MT  0.99990333   -0 59 49.2
 DP2298;SPC MN N     -   796,917.62  2,293,983.37   sFT  0.99990333   -0 59 49.2
 DP2298;UTM  15      - 5,292,582.143   391,742.550   MT  0.99974401   -1 04 12.9
 DP2298
 DP2298!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DP2298!SPC MN N     -   0.99993894  x   0.99990333  =   0.99984227
 DP2298!UTM  15      -   0.99993894  x   0.99974401  =   0.99968296
 DP2298
 DP2298_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUN9174292582(NAD 83)
 DP2298
 DP2298                          SUPERSEDED SURVEY CONTROL
 DP2298
 DP2298.No superseded survey control is available for this station.
 DP2298
 DP2298_MARKER: DV = VERTICAL CONTROL DISK
 DP2298_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DP2298_STAMPING: 0411 G RESET 1988
 DP2298_MARK LOGO: MNDT
 DP2298_PROJECTION: RECESSED 18 CENTIMETERS
 DP2298_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DP2298_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DP2298_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP2298+SATELLITE: SATELLITE OBSERVATIONS - September 14, 2022
 DP2298
 DP2298  HISTORY     - Date     Condition        Report By
 DP2298  HISTORY     - 19880601 MONUMENTED       MNDT
 DP2298  HISTORY     - 20120815 GOOD             MNDT
 DP2298  HISTORY     - 20180815 GOOD             MNDT
 DP2298  HISTORY     - 20220914 GOOD             MNDT
 DP2298
 DP2298                          STATION DESCRIPTION
 DP2298
 DP2298'DESCRIBED BY MN DEPT OF TRANSP 2012 (KMS)
 DP2298'THE STATION IS LOCATED ABOUT 8.9 MI (14.3 KM) WEST-NORTHWEST OF
 DP2298'ALVWOOD, 5.7 MI (9.2 KM) EAST-NORTHEAST OF BLACKDUCK AND 0.8 MI (1.3
 DP2298'KM) WEST-SOUTHWEST OF FUNKLEY.
 DP2298'
 DP2298'TO REACH THE MARK GO 6.1 MI (9.8 KM) NORTHEAST ALONG TRUNK HIGHWAY 71
 DP2298'FROM THE JUNCTION OF TRUNK HIGHWAY 71 AND TRUNK HIGHWAY 72 IN
 DP2298'BLACKDUCK, AT TRUNK HIGHWAY 71 MILE POINT 342.9.
 DP2298'
 DP2298'THE MARK IS LOCATED 125 FT (38.1 M) SOUTHEAST OF TRUNK HIGHWAY 71, 59
 DP2298'FT (18.0 M) NORTHEAST OF ENTRANCE TO HAYLEY'S RV PARK NUMBER 28308,
 DP2298'8.0 FT (2.4 M) SOUTHWEST MINNESOTA DEPARTMENT OF TRANSPORTATION
 DP2298'MONUMENT B 27, 1.0 FT (0.3 M) NORTHWEST OF A WITNESS POST.
 DP2298
 DP2298                          STATION RECOVERY (2018)
 DP2298
 DP2298'RECOVERY NOTE BY MN DEPT OF TRANSP 2018 (TJD)
 DP2298'RECOVERED IN GOOD CONDITION.
 DP2298
 DP2298                          STATION RECOVERY (2022)
 DP2298
 DP2298'RECOVERY NOTE BY MN DEPT OF TRANSP 2022 (BXG)
 DP2298'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DP2296 ***********************************************************************
 DP2296  DESIGNATION -  0411 H
 DP2296  PID         -  DP2296
 DP2296  STATE/COUNTY-  MN/BELTRAMI
 DP2296  COUNTRY     -  US
 DP2296  USGS QUAD   -  FUNKLEY (2019)
 DP2296
 DP2296                         *CURRENT SURVEY CONTROL
 DP2296  ______________________________________________________________________
 DP2296* NAD 83(2011) POSITION- 47 45 45.59161(N) 094 28 33.60148(W)   ADJUSTED
 DP2296* NAD 83(2011) ELLIP HT-   394.665 (meters)        (11/22/22)   ADJUSTED
 DP2296* NAD 83(2011) EPOCH   -  2010.00
 DP2296* NAVD 88 ORTHO HEIGHT -   422.891 (meters)     1387.43  (feet) ADJUSTED
 DP2296  ______________________________________________________________________
 DP2296  GEOID HEIGHT    -        -28.232 (meters)                     GEOID18
 DP2296  NAD 83(2011) X  -   -335,231.765 (meters)                     COMP
 DP2296  NAD 83(2011) Y  - -4,282,456.258 (meters)                     COMP
 DP2296  NAD 83(2011) Z  -  4,699,470.353 (meters)                     COMP
 DP2296  LAPLACE CORR    -         -4.28  (seconds)                    DEFLEC18
 DP2296  DYNAMIC HEIGHT  -        422.955 (meters)     1387.64  (feet) COMP
 DP2296  MODELED GRAVITY -    980,750.9   (mgal)                       NAVD 88
 DP2296
 DP2296  VERT ORDER      -  SECOND    CLASS I
 DP2296
 DP2296  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DP2296  Standards:
 DP2296         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DP2296            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DP2296  -------------------------------------------------------------------
 DP2296  NETWORK    0.68   1.14           0.31   0.23   0.58     -0.08233225
 DP2296  -------------------------------------------------------------------
 DP2296  Click here for local accuracies and other accuracy information.
 DP2296
 DP2296.The horizontal coordinates were established by GPS observations
 DP2296.and adjusted by the MN DEPT OF TRANSP in November 2022.
 DP2296
 DP2296.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DP2296.been affixed to the stable North American tectonic plate. See 
 DP2296.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DP2296
 DP2296.The horizontal coordinates are valid at the epoch date displayed above
 DP2296.which is a decimal equivalence of Year/Month/Day.
 DP2296
 DP2296.The orthometric height was determined by differential leveling and
 DP2296.adjusted by the NATIONAL GEODETIC SURVEY
 DP2296.in September 2014.
 DP2296
 DP2296.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP2296.GEOID18 height accuracy estimate available here.
 DP2296
 DP2296.Click photographs - Photos may exist for this station.
 DP2296
 DP2296.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DP2296
 DP2296.The Laplace correction was computed from DEFLEC18 derived deflections.
 DP2296
 DP2296.The ellipsoidal height was determined by GPS observations
 DP2296.and is referenced to NAD 83.
 DP2296
 DP2296.The dynamic height is computed by dividing the NAVD 88
 DP2296.geopotential number by the normal gravity value computed on the
 DP2296.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP2296.degrees latitude (g = 980.6199 gals.).
 DP2296
 DP2296.The modeled gravity was interpolated from observed gravity values.
 DP2296
 DP2296. The following values were computed from the NAD 83(2011) position.
 DP2296
 DP2296;                    North         East     Units Scale Factor Converg.
 DP2296;SPC MN N     -   241,292.369   696,860.785   MT  0.99990362   -1 01 11.7
 DP2296;SPC MN N     -   791,640.05  2,286,284.09   sFT  0.99990362   -1 01 11.7
 DP2296;UTM  15      - 5,290,976.783   389,394.120   MT  0.99975033   -1 05 34.4
 DP2296
 DP2296!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DP2296!SPC MN N     -   0.99993815  x   0.99990362  =   0.99984177
 DP2296!UTM  15      -   0.99993815  x   0.99975033  =   0.99968849
 DP2296
 DP2296_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUN8939490976(NAD 83)
 DP2296
 DP2296                          SUPERSEDED SURVEY CONTROL
 DP2296
 DP2296.No superseded survey control is available for this station.
 DP2296
 DP2296_MARKER: F = FLANGE-ENCASED ROD
 DP2296_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DP2296_STAMPING: 0411 H 2012
 DP2296_MARK LOGO: MNDT
 DP2296_PROJECTION: RECESSED 5 CENTIMETERS
 DP2296_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DP2296_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DP2296_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP2296+SATELLITE: SATELLITE OBSERVATIONS - September 14, 2022
 DP2296_ROD/PIPE-DEPTH: 8.2 meters
 DP2296
 DP2296  HISTORY     - Date     Condition        Report By
 DP2296  HISTORY     - 20120911 MONUMENTED       MNDT
 DP2296  HISTORY     - 20220914 GOOD             MNDT
 DP2296
 DP2296                          STATION DESCRIPTION
 DP2296
 DP2296'DESCRIBED BY MN DEPT OF TRANSP 2012
 DP2296'THE STATION IS LOCATED ABOUT 10.0 MI (16.1 KM) WEST-NORTHWEST OF
 DP2296'ALVWOOD, 3.9 MI (6.3 KM) EAST-NORTHEAST OF BLACKDUCK AND 2.5 MI (4.0
 DP2296'KM) SOUTHWEST OF FUNKLEY.
 DP2296'
 DP2296'TO REACH THE MARK GO 4.15 MI (6.7 KM) NORTHEAST ALONG TRUNK HIGHWAY 71
 DP2296'FROM THE JUNCTION OF TRUNK HIGHWAY 71 AND TRUNK HIGHWAY 72 IN
 DP2296'BLACKDUCK, AT TRUNK HIGHWAY 71 MILE POINT 341.2.
 DP2296'
 DP2296'THE MARK IS LOCATED 52.6 FT (16.0 M) NORTHWEST OF TRUNK HIGHWAY 71,
 DP2296'32.3 FT (9.8 M) NORTHEAST OF DRIVEWAY NUMBER 27249, 1.5 FT (0.5 M)
 DP2296'SOUTHEAST OF A WITNESS POST.
 DP2296'
 DP2296'NOTE - THE STATION MARK CONSISTS OF A 3/4 INCH (19 MM) DIAMETER
 DP2296'ALUMINUM ROD DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL MARK
 DP2296'REMOVABLE DISK SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY
 DP2296'A SIX-INCH PVC PIPE BACKFILLED WITH WASHED SAND.
 DP2296
 DP2296                          STATION RECOVERY (2022)
 DP2296
 DP2296'RECOVERY NOTE BY MN DEPT OF TRANSP 2022 (JXH)
 DP2296'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DP2267 ***********************************************************************
 DP2267  DESIGNATION -  0412 A
 DP2267  PID         -  DP2267
 DP2267  STATE/COUNTY-  MN/BELTRAMI
 DP2267  COUNTRY     -  US
 DP2267  USGS QUAD   -  BORDEN LAKE (2019)
 DP2267
 DP2267                         *CURRENT SURVEY CONTROL
 DP2267  ______________________________________________________________________
 DP2267* NAD 83(2011) POSITION- 47 45 31.62118(N) 094 32 52.20958(W)   ADJUSTED
 DP2267* NAD 83(2011) ELLIP HT-   391.690 (meters)        (03/13/23)   ADJUSTED
 DP2267* NAD 83(2011) EPOCH   -  2010.00
 DP2267* NAVD 88 ORTHO HEIGHT -   419.829 (meters)     1377.39  (feet) ADJUSTED
 DP2267  ______________________________________________________________________
 DP2267  GEOID HEIGHT    -        -28.143 (meters)                     GEOID18
 DP2267  NAD 83(2011) X  -   -340,625.876 (meters)                     COMP
 DP2267  NAD 83(2011) Y  - -4,282,349.050 (meters)                     COMP
 DP2267  NAD 83(2011) Z  -  4,699,178.083 (meters)                     COMP
 DP2267  LAPLACE CORR    -         -2.56  (seconds)                    DEFLEC18
 DP2267  DYNAMIC HEIGHT  -        419.896 (meters)     1377.61  (feet) COMP
 DP2267  MODELED GRAVITY -    980,759.3   (mgal)                       NAVD 88
 DP2267
 DP2267  VERT ORDER      -  SECOND    CLASS I
 DP2267
 DP2267  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DP2267  Standards:
 DP2267         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DP2267            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DP2267  -------------------------------------------------------------------
 DP2267  NETWORK    0.83   1.18           0.39   0.26   0.60      0.03906304
 DP2267  -------------------------------------------------------------------
 DP2267  Click here for local accuracies and other accuracy information.
 DP2267
 DP2267.The horizontal coordinates were established by GPS observations
 DP2267.and adjusted by the MN DEPT OF TRANSP in March 2023.
 DP2267
 DP2267.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DP2267.been affixed to the stable North American tectonic plate. See 
 DP2267.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DP2267
 DP2267.The horizontal coordinates are valid at the epoch date displayed above
 DP2267.which is a decimal equivalence of Year/Month/Day.
 DP2267
 DP2267.The orthometric height was determined by differential leveling and
 DP2267.adjusted by the NATIONAL GEODETIC SURVEY
 DP2267.in September 2014.
 DP2267
 DP2267.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP2267.GEOID18 height accuracy estimate available here.
 DP2267
 DP2267.Click photographs - Photos may exist for this station.
 DP2267
 DP2267.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DP2267
 DP2267.The Laplace correction was computed from DEFLEC18 derived deflections.
 DP2267
 DP2267.The ellipsoidal height was determined by GPS observations
 DP2267.and is referenced to NAD 83.
 DP2267
 DP2267.The dynamic height is computed by dividing the NAVD 88
 DP2267.geopotential number by the normal gravity value computed on the
 DP2267.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP2267.degrees latitude (g = 980.6199 gals.).
 DP2267
 DP2267.The modeled gravity was interpolated from observed gravity values.
 DP2267
 DP2267. The following values were computed from the NAD 83(2011) position.
 DP2267
 DP2267;                    North         East     Units Scale Factor Converg.
 DP2267;SPC MN N     -   240,959.362   691,468.825   MT  0.99990371   -1 04 23.4
 DP2267;SPC MN N     -   790,547.51  2,268,593.97   sFT  0.99990371   -1 04 23.4
 DP2267;UTM  15      - 5,290,650.686   384,002.527   MT  0.99976534   -1 08 45.7
 DP2267
 DP2267!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DP2267!SPC MN N     -   0.99993861  x   0.99990371  =   0.99984233
 DP2267!UTM  15      -   0.99993861  x   0.99976534  =   0.99970397
 DP2267
 DP2267_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUN8400290650(NAD 83)
 DP2267
 DP2267                          SUPERSEDED SURVEY CONTROL
 DP2267
 DP2267.No superseded survey control is available for this station.
 DP2267
 DP2267_MARKER: F = FLANGE-ENCASED ROD
 DP2267_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DP2267_STAMPING: 0412 A 2012
 DP2267_MARK LOGO: MNDT
 DP2267_PROJECTION: RECESSED 3 CENTIMETERS
 DP2267_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DP2267_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DP2267_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP2267+SATELLITE: SATELLITE OBSERVATIONS - November 03, 2022
 DP2267_ROD/PIPE-DEPTH: 7.6 meters
 DP2267
 DP2267  HISTORY     - Date     Condition        Report By
 DP2267  HISTORY     - 20120912 MONUMENTED       MNDT
 DP2267  HISTORY     - 20221103 GOOD             MNDT
 DP2267
 DP2267                          STATION DESCRIPTION
 DP2267
 DP2267'DESCRIBED BY MN DEPT OF TRANSP 2012
 DP2267'THE STATION IS LOCATED ABOUT 9.2 MI (14.8 KM) NORTHEAST OF TENSTRIKE,
 DP2267'5.7 MI (9.2 KM) WEST-SOUTHWEST OF FUNKLEY AND 1.8 MI (2.9 KM) NORTH OF
 DP2267'BLACKDUCK.
 DP2267'
 DP2267'TO REACH THE MARK GO 1.85 MI (3.0 KM) NORTH ALONG TRUNK HIGHWAY 72
 DP2267'FROM THE JUNCTION OF TRUNK HIGHWAY 72 AND TRUNK HIGHWAY 71 IN
 DP2267'BLACKDUCK, AT TRUNK HIGHWAY 72 MILE POINT 1.85.
 DP2267'
 DP2267'THE MARK IS LOCATED 50.8 FT (15.5 M) WEST OF TRUNK HIGHWAY 72, 60.2 FT
 DP2267'(18.3 M) NORTH OF COUNTY ROAD 32/NEBISH ROAD NORTHEAST, 17.2 FT (5.2
 DP2267'M) NORTH OF CABLE BOX NUMBER 4C 6C, 1.5 FT (0.5 M) EAST OF A WITNESS
 DP2267'POST.
 DP2267'
 DP2267'NOTE - THE STATION MARK CONSISTS OF A 3/4 INCH (19 MM) DIAMETER
 DP2267'ALUMINUM ROD DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL MARK
 DP2267'REMOVABLE DISK SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY
 DP2267'A SIX-INCH PVC PIPE BACKFILLED WITH WASHED SAND.
 DP2267
 DP2267                          STATION RECOVERY (2022)
 DP2267
 DP2267'RECOVERY NOTE BY MN DEPT OF TRANSP 2022 (AXH)
 DP2267'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DP2269 ***********************************************************************
 DP2269  DESIGNATION -  0412 B
 DP2269  PID         -  DP2269
 DP2269  STATE/COUNTY-  MN/BELTRAMI
 DP2269  COUNTRY     -  US
 DP2269  USGS QUAD   -  BORDEN LAKE (2019)
 DP2269
 DP2269                         *CURRENT SURVEY CONTROL
 DP2269  ______________________________________________________________________
 DP2269* NAD 83(2011) POSITION- 47 47 11.08039(N) 094 32 52.58012(W)   ADJUSTED
 DP2269* NAD 83(2011) ELLIP HT-   380.646 (meters)        (03/13/23)   ADJUSTED
 DP2269* NAD 83(2011) EPOCH   -  2010.00
 DP2269* NAVD 88 ORTHO HEIGHT -   408.794 (meters)     1341.19  (feet) ADJUSTED
 DP2269  ______________________________________________________________________
 DP2269  GEOID HEIGHT    -        -28.160 (meters)                     GEOID18
 DP2269  NAD 83(2011) X  -   -340,452.609 (meters)                     COMP
 DP2269  NAD 83(2011) Y  - -4,280,073.451 (meters)                     COMP
 DP2269  NAD 83(2011) Z  -  4,701,234.506 (meters)                     COMP
 DP2269  LAPLACE CORR    -         -2.51  (seconds)                    DEFLEC18
 DP2269  DYNAMIC HEIGHT  -        408.862 (meters)     1341.41  (feet) COMP
 DP2269  MODELED GRAVITY -    980,763.8   (mgal)                       NAVD 88
 DP2269
 DP2269  VERT ORDER      -  SECOND    CLASS I
 DP2269
 DP2269  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DP2269  Standards:
 DP2269         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DP2269            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DP2269  -------------------------------------------------------------------
 DP2269  NETWORK    0.81   1.18           0.38   0.26   0.60      0.03633468
 DP2269  -------------------------------------------------------------------
 DP2269  Click here for local accuracies and other accuracy information.
 DP2269
 DP2269.The horizontal coordinates were established by GPS observations
 DP2269.and adjusted by the MN DEPT OF TRANSP in March 2023.
 DP2269
 DP2269.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DP2269.been affixed to the stable North American tectonic plate. See 
 DP2269.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DP2269
 DP2269.The horizontal coordinates are valid at the epoch date displayed above
 DP2269.which is a decimal equivalence of Year/Month/Day.
 DP2269
 DP2269.The orthometric height was determined by differential leveling and
 DP2269.adjusted by the NATIONAL GEODETIC SURVEY
 DP2269.in September 2014.
 DP2269
 DP2269.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP2269.GEOID18 height accuracy estimate available here.
 DP2269
 DP2269.Click photographs - Photos may exist for this station.
 DP2269
 DP2269.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DP2269
 DP2269.The Laplace correction was computed from DEFLEC18 derived deflections.
 DP2269
 DP2269.The ellipsoidal height was determined by GPS observations
 DP2269.and is referenced to NAD 83.
 DP2269
 DP2269.The dynamic height is computed by dividing the NAVD 88
 DP2269.geopotential number by the normal gravity value computed on the
 DP2269.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP2269.degrees latitude (g = 980.6199 gals.).
 DP2269
 DP2269.The modeled gravity was interpolated from observed gravity values.
 DP2269
 DP2269. The following values were computed from the NAD 83(2011) position.
 DP2269
 DP2269;                    North         East     Units Scale Factor Converg.
 DP2269;SPC MN N     -   244,030.466   691,518.641   MT  0.99990318   -1 04 23.7
 DP2269;SPC MN N     -   800,623.29  2,268,757.41   sFT  0.99990318   -1 04 23.7
 DP2269;UTM  15      - 5,293,721.299   384,056.254   MT  0.99976519   -1 08 47.8
 DP2269
 DP2269!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DP2269!SPC MN N     -   0.99994034  x   0.99990318  =   0.99984353
 DP2269!UTM  15      -   0.99994034  x   0.99976519  =   0.99970555
 DP2269
 DP2269_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUN8405693721(NAD 83)
 DP2269
 DP2269                          SUPERSEDED SURVEY CONTROL
 DP2269
 DP2269.No superseded survey control is available for this station.
 DP2269
 DP2269_MARKER: F = FLANGE-ENCASED ROD
 DP2269_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DP2269_STAMPING: 0412 B 2012
 DP2269_MARK LOGO: MNDT
 DP2269_PROJECTION: RECESSED 3 CENTIMETERS
 DP2269_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DP2269_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DP2269_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP2269+SATELLITE: SATELLITE OBSERVATIONS - November 03, 2022
 DP2269_ROD/PIPE-DEPTH: 7.6 meters
 DP2269
 DP2269  HISTORY     - Date     Condition        Report By
 DP2269  HISTORY     - 20120912 MONUMENTED       MNDT
 DP2269  HISTORY     - 20221103 GOOD             MNDT
 DP2269
 DP2269                          STATION DESCRIPTION
 DP2269
 DP2269'DESCRIBED BY MN DEPT OF TRANSP 2012
 DP2269'THE STATION IS LOCATED ABOUT 10.7 MI (17.2 KM) NORTH-NORTHEAST OF
 DP2269'TENSTRIKE, 5.4 MI (8.7 KM) WEST OF FUNKLEY AND 3.7 MI (6.0 KM) NORTH
 DP2269'OF BLACKDUCK.
 DP2269'
 DP2269'TO REACH THE MARK GO 3.75 MI (6.0 KM) NORTH ALONG TRUNK HIGHWAY 72
 DP2269'FROM THE JUNCTION OF TRUNK HIGHWAY 72 AND TRUNK HIGHWAY 71 IN
 DP2269'BLACKDUCK, AT TRUNK HIGHWAY 72 MILE POINT 3.75.
 DP2269'
 DP2269'THE MARK IS LOCATED 62.3 FT (19.0 M) EAST OF TRUNK HIGHWAY 72, 24.2 FT
 DP2269'(7.4 M) SOUTH OF A FIELD ENTRANCE, 1.5 FT (0.5 M) WEST OF A WITNESS
 DP2269'POST.
 DP2269'
 DP2269'NOTE - THE STATION MARK CONSISTS OF A 3/4 INCH (19 MM) DIAMETER
 DP2269'ALUMINUM ROD DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL MARK
 DP2269'REMOVABLE DISK SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY
 DP2269'A SIX-INCH PVC PIPE BACKFILLED WITH WASHED SAND.
 DP2269
 DP2269                          STATION RECOVERY (2022)
 DP2269
 DP2269'RECOVERY NOTE BY MN DEPT OF TRANSP 2022 (JXH)
 DP2269'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DP2270 ***********************************************************************
 DP2270  DESIGNATION -  0412 C
 DP2270  PID         -  DP2270
 DP2270  STATE/COUNTY-  MN/BELTRAMI
 DP2270  COUNTRY     -  US
 DP2270  USGS QUAD   -  BORDEN LAKE (2019)
 DP2270
 DP2270                         *CURRENT SURVEY CONTROL
 DP2270  ______________________________________________________________________
 DP2270* NAD 83(2011) POSITION- 47 47 39.15457(N) 094 32 44.92060(W)   ADJUSTED
 DP2270* NAD 83(2011) ELLIP HT-   379.504 (meters)        (03/13/23)   ADJUSTED
 DP2270* NAD 83(2011) EPOCH   -  2010.00
 DP2270* NAVD 88 ORTHO HEIGHT -   407.676 (meters)     1337.52  (feet) ADJUSTED
 DP2270  ______________________________________________________________________
 DP2270  GEOID HEIGHT    -        -28.166 (meters)                     GEOID18
 DP2270  NAD 83(2011) X  -   -340,242.706 (meters)                     COMP
 DP2270  NAD 83(2011) Y  - -4,279,445.074 (meters)                     COMP
 DP2270  NAD 83(2011) Z  -  4,701,816.234 (meters)                     COMP
 DP2270  LAPLACE CORR    -         -2.54  (seconds)                    DEFLEC18
 DP2270  DYNAMIC HEIGHT  -        407.743 (meters)     1337.74  (feet) COMP
 DP2270  MODELED GRAVITY -    980,765.1   (mgal)                       NAVD 88
 DP2270
 DP2270  VERT ORDER      -  SECOND    CLASS I
 DP2270
 DP2270  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DP2270  Standards:
 DP2270         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DP2270            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DP2270  -------------------------------------------------------------------
 DP2270  NETWORK    0.79   1.18           0.37   0.25   0.60      0.07465980
 DP2270  -------------------------------------------------------------------
 DP2270  Click here for local accuracies and other accuracy information.
 DP2270
 DP2270.The horizontal coordinates were established by GPS observations
 DP2270.and adjusted by the MN DEPT OF TRANSP in March 2023.
 DP2270
 DP2270.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DP2270.been affixed to the stable North American tectonic plate. See 
 DP2270.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DP2270
 DP2270.The horizontal coordinates are valid at the epoch date displayed above
 DP2270.which is a decimal equivalence of Year/Month/Day.
 DP2270
 DP2270.The orthometric height was determined by differential leveling and
 DP2270.adjusted by the NATIONAL GEODETIC SURVEY
 DP2270.in September 2014.
 DP2270
 DP2270.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP2270.GEOID18 height accuracy estimate available here.
 DP2270
 DP2270.Click photographs - Photos may exist for this station.
 DP2270
 DP2270.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DP2270
 DP2270.The Laplace correction was computed from DEFLEC18 derived deflections.
 DP2270
 DP2270.The ellipsoidal height was determined by GPS observations
 DP2270.and is referenced to NAD 83.
 DP2270
 DP2270.The dynamic height is computed by dividing the NAVD 88
 DP2270.geopotential number by the normal gravity value computed on the
 DP2270.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP2270.degrees latitude (g = 980.6199 gals.).
 DP2270
 DP2270.The modeled gravity was interpolated from observed gravity values.
 DP2270
 DP2270. The following values were computed from the NAD 83(2011) position.
 DP2270
 DP2270;                    North         East     Units Scale Factor Converg.
 DP2270;SPC MN N     -   244,894.319   691,694.243   MT  0.99990307   -1 04 18.0
 DP2270;SPC MN N     -   803,457.44  2,269,333.53   sFT  0.99990307   -1 04 18.0
 DP2270;UTM  15      - 5,294,584.808   384,232.939   MT  0.99976469   -1 08 42.6
 DP2270
 DP2270!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DP2270!SPC MN N     -   0.99994052  x   0.99990307  =   0.99984360
 DP2270!UTM  15      -   0.99994052  x   0.99976469  =   0.99970523
 DP2270
 DP2270_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUN8423294584(NAD 83)
 DP2270
 DP2270                          SUPERSEDED SURVEY CONTROL
 DP2270
 DP2270.No superseded survey control is available for this station.
 DP2270
 DP2270_MARKER: F = FLANGE-ENCASED ROD
 DP2270_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DP2270_STAMPING: 0412 C 2012
 DP2270_MARK LOGO: MNDT
 DP2270_PROJECTION: FLUSH
 DP2270_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DP2270_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DP2270_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP2270+SATELLITE: SATELLITE OBSERVATIONS - November 14, 2022
 DP2270_ROD/PIPE-DEPTH: 6.1 meters
 DP2270
 DP2270  HISTORY     - Date     Condition        Report By
 DP2270  HISTORY     - 20120912 MONUMENTED       MNDT
 DP2270  HISTORY     - 20221114 GOOD             MNDT
 DP2270
 DP2270                          STATION DESCRIPTION
 DP2270
 DP2270'DESCRIBED BY MN DEPT OF TRANSP 2012
 DP2270'THE STATION IS LOCATED ABOUT 11.2 MI (18.0 KM) SOUTH-SOUTHWEST OF
 DP2270'KELLIHER, 5.4 MI (8.7 KM) WEST OF FUNKLEY AND 4.2 MI (6.8 KM) NORTH OF
 DP2270'BLACKDUCK.
 DP2270'
 DP2270'TO REACH THE MARK GO 4.35 MI (7.0 KM) NORTH ALONG TRUNK HIGHWAY 72
 DP2270'FROM THE JUNCTION OF TRUNK HIGHWAY 72 AND TRUNK HIGHWAY 71 IN
 DP2270'BLACKDUCK, AT TRUNK HIGHWAY 72 MILE POINT 4.35.
 DP2270'
 DP2270'THE MARK IS LOCATED 52.2 FT (15.9 M) WEST OF TRUNK HIGHWAY 72, 35.3 FT
 DP2270'(10.8 M) SOUTH OF DRIVEWAY NUMBER 29481, 1.5 FT (0.5 M) NORTH OF A
 DP2270'WITNESS POST.
 DP2270'
 DP2270'NOTE - THE STATION MARK CONSISTS OF A 3/4 INCH (19 MM) DIAMETER
 DP2270'ALUMINUM ROD DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL MARK
 DP2270'REMOVABLE DISK SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY
 DP2270'A SIX-INCH PVC PIPE BACKFILLED WITH WASHED SAND.
 DP2270
 DP2270                          STATION RECOVERY (2022)
 DP2270
 DP2270'RECOVERY NOTE BY MN DEPT OF TRANSP 2022 (AXH)
 DP2270'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DP2271 ***********************************************************************
 DP2271  DESIGNATION -  0412 D
 DP2271  PID         -  DP2271
 DP2271  STATE/COUNTY-  MN/BELTRAMI
 DP2271  COUNTRY     -  US
 DP2271  USGS QUAD   -  BORDEN LAKE (2019)
 DP2271
 DP2271                         *CURRENT SURVEY CONTROL
 DP2271  ______________________________________________________________________
 DP2271* NAD 83(2011) POSITION- 47 48 41.37142(N) 094 32 56.76035(W)   ADJUSTED
 DP2271* NAD 83(2011) ELLIP HT-   368.908 (meters)        (03/13/23)   ADJUSTED
 DP2271* NAD 83(2011) EPOCH   -  2010.00
 DP2271* NAVD 88 ORTHO HEIGHT -   397.094 (meters)     1302.80  (feet) ADJUSTED
 DP2271  ______________________________________________________________________
 DP2271  GEOID HEIGHT    -        -28.173 (meters)                     GEOID18
 DP2271  NAD 83(2011) X  -   -340,374.869 (meters)                     COMP
 DP2271  NAD 83(2011) Y  - -4,277,999.267 (meters)                     COMP
 DP2271  NAD 83(2011) Z  -  4,703,099.151 (meters)                     COMP
 DP2271  LAPLACE CORR    -         -2.13  (seconds)                    DEFLEC18
 DP2271  DYNAMIC HEIGHT  -        397.161 (meters)     1303.02  (feet) COMP
 DP2271  MODELED GRAVITY -    980,769.6   (mgal)                       NAVD 88
 DP2271
 DP2271  VERT ORDER      -  SECOND    CLASS I
 DP2271
 DP2271  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DP2271  Standards:
 DP2271         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DP2271            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DP2271  -------------------------------------------------------------------
 DP2271  NETWORK    0.81   1.25           0.38   0.26   0.64      0.10020975
 DP2271  -------------------------------------------------------------------
 DP2271  Click here for local accuracies and other accuracy information.
 DP2271
 DP2271.The horizontal coordinates were established by GPS observations
 DP2271.and adjusted by the MN DEPT OF TRANSP in March 2023.
 DP2271
 DP2271.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DP2271.been affixed to the stable North American tectonic plate. See 
 DP2271.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DP2271
 DP2271.The horizontal coordinates are valid at the epoch date displayed above
 DP2271.which is a decimal equivalence of Year/Month/Day.
 DP2271
 DP2271.The orthometric height was determined by differential leveling and
 DP2271.adjusted by the NATIONAL GEODETIC SURVEY
 DP2271.in September 2014.
 DP2271
 DP2271.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP2271.GEOID18 height accuracy estimate available here.
 DP2271
 DP2271.Click photographs - Photos may exist for this station.
 DP2271
 DP2271.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DP2271
 DP2271.The Laplace correction was computed from DEFLEC18 derived deflections.
 DP2271
 DP2271.The ellipsoidal height was determined by GPS observations
 DP2271.and is referenced to NAD 83.
 DP2271
 DP2271.The dynamic height is computed by dividing the NAVD 88
 DP2271.geopotential number by the normal gravity value computed on the
 DP2271.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP2271.degrees latitude (g = 980.6199 gals.).
 DP2271
 DP2271.The modeled gravity was interpolated from observed gravity values.
 DP2271
 DP2271. The following values were computed from the NAD 83(2011) position.
 DP2271
 DP2271;                    North         East     Units Scale Factor Converg.
 DP2271;SPC MN N     -   246,819.984   691,483.924   MT  0.99990290   -1 04 26.8
 DP2271;SPC MN N     -   809,775.23  2,268,643.51   sFT  0.99990290   -1 04 26.8
 DP2271;UTM  15      - 5,296,510.476   384,025.124   MT  0.99976528   -1 08 52.5
 DP2271
 DP2271!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DP2271!SPC MN N     -   0.99994218  x   0.99990290  =   0.99984509
 DP2271!UTM  15      -   0.99994218  x   0.99976528  =   0.99970748
 DP2271
 DP2271_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUN8402596510(NAD 83)
 DP2271
 DP2271                          SUPERSEDED SURVEY CONTROL
 DP2271
 DP2271.No superseded survey control is available for this station.
 DP2271
 DP2271_MARKER: F = FLANGE-ENCASED ROD
 DP2271_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DP2271_STAMPING: 0412 D 2012
 DP2271_MARK LOGO: MNDT
 DP2271_PROJECTION: RECESSED 3 CENTIMETERS
 DP2271_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DP2271_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DP2271_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP2271+SATELLITE: SATELLITE OBSERVATIONS - November 15, 2022
 DP2271_ROD/PIPE-DEPTH: 5.2 meters
 DP2271
 DP2271  HISTORY     - Date     Condition        Report By
 DP2271  HISTORY     - 20120912 MONUMENTED       MNDT
 DP2271  HISTORY     - 20221115 GOOD             MNDT
 DP2271
 DP2271                          STATION DESCRIPTION
 DP2271
 DP2271'DESCRIBED BY MN DEPT OF TRANSP 2012
 DP2271'THE STATION IS LOCATED ABOUT 10.1 MI (16.3 KM) SOUTH-SOUTHWEST OF
 DP2271'KELLIHER, 5.8 MI (9.3 KM) WEST-NORTHWEST OF FUNKLEY AND 5.4 MI (8.7
 DP2271'KM) NORTH OF BLACKDUCK.
 DP2271'
 DP2271'THE MARK IS LOCATED 5.55 MI (8.9 KM) NORTH ALONG TRUNK HIGHWAY 72 FROM
 DP2271'THE JUNCTION OF TRUNK HIGHWAY 72 AND TRUNK HIGHWAY 71 IN BLACKDUCK, AT
 DP2271'TRUNK HIGHWAY 72 MILE POINT 5.55.
 DP2271'
 DP2271'THE MARK IS LOCATED 44.8 FT (13.7 M) WEST OF TRUNK HIGHWAY 72, 27.2 FT
 DP2271'(8.3 M) SOUTH OF A FIELD ENTRANCE, 1.5 FT (0.5 M) NORTH OF A WITNESS
 DP2271'POST.
 DP2271'
 DP2271'NOTE - THE STATION MARK CONSISTS OF A 3/4 INCH (19 MM) DIAMETER
 DP2271'ALUMINUM ROD DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL MARK
 DP2271'REMOVABLE DISK SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY
 DP2271'A SIX-INCH PVC PIPE BACKFILLED WITH WASHED SAND.
 DP2271
 DP2271                          STATION RECOVERY (2022)
 DP2271
 DP2271'RECOVERY NOTE BY MN DEPT OF TRANSP 2022 (AXH)
 DP2271'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DP2272 ***********************************************************************
 DP2272  DESIGNATION -  0412 E
 DP2272  PID         -  DP2272
 DP2272  STATE/COUNTY-  MN/BELTRAMI
 DP2272  COUNTRY     -  US
 DP2272  USGS QUAD   -  BORDEN LAKE (2019)
 DP2272
 DP2272                         *CURRENT SURVEY CONTROL
 DP2272  ______________________________________________________________________
 DP2272* NAD 83(2011) POSITION- 47 49 30.57534(N) 094 32 56.72517(W)   ADJUSTED
 DP2272* NAD 83(2011) ELLIP HT-   373.975 (meters)        (03/13/23)   ADJUSTED
 DP2272* NAD 83(2011) EPOCH   -  2010.00
 DP2272* NAVD 88 ORTHO HEIGHT -   402.160 (meters)     1319.42  (feet) ADJUSTED
 DP2272  ______________________________________________________________________
 DP2272  GEOID HEIGHT    -        -28.186 (meters)                     GEOID18
 DP2272  NAD 83(2011) X  -   -340,285.088 (meters)                     COMP
 DP2272  NAD 83(2011) Y  - -4,276,880.091 (meters)                     COMP
 DP2272  NAD 83(2011) Z  -  4,704,123.401 (meters)                     COMP
 DP2272  LAPLACE CORR    -         -1.78  (seconds)                    DEFLEC18
 DP2272  DYNAMIC HEIGHT  -        402.229 (meters)     1319.65  (feet) COMP
 DP2272  MODELED GRAVITY -    980,770.8   (mgal)                       NAVD 88
 DP2272
 DP2272  VERT ORDER      -  SECOND    CLASS I
 DP2272
 DP2272  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DP2272  Standards:
 DP2272         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DP2272            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DP2272  -------------------------------------------------------------------
 DP2272  NETWORK    0.79   1.18           0.37   0.25   0.60      0.07959329
 DP2272  -------------------------------------------------------------------
 DP2272  Click here for local accuracies and other accuracy information.
 DP2272
 DP2272.The horizontal coordinates were established by GPS observations
 DP2272.and adjusted by the MN DEPT OF TRANSP in March 2023.
 DP2272
 DP2272.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DP2272.been affixed to the stable North American tectonic plate. See 
 DP2272.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DP2272
 DP2272.The horizontal coordinates are valid at the epoch date displayed above
 DP2272.which is a decimal equivalence of Year/Month/Day.
 DP2272
 DP2272.The orthometric height was determined by differential leveling and
 DP2272.adjusted by the NATIONAL GEODETIC SURVEY
 DP2272.in September 2014.
 DP2272
 DP2272.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP2272.GEOID18 height accuracy estimate available here.
 DP2272
 DP2272.Click photographs - Photos may exist for this station.
 DP2272
 DP2272.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DP2272
 DP2272.The Laplace correction was computed from DEFLEC18 derived deflections.
 DP2272
 DP2272.The ellipsoidal height was determined by GPS observations
 DP2272.and is referenced to NAD 83.
 DP2272
 DP2272.The dynamic height is computed by dividing the NAVD 88
 DP2272.geopotential number by the normal gravity value computed on the
 DP2272.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP2272.degrees latitude (g = 980.6199 gals.).
 DP2272
 DP2272.The modeled gravity was interpolated from observed gravity values.
 DP2272
 DP2272. The following values were computed from the NAD 83(2011) position.
 DP2272
 DP2272;                    North         East     Units Scale Factor Converg.
 DP2272;SPC MN N     -   248,339.230   691,513.140   MT  0.99990283   -1 04 26.7
 DP2272;SPC MN N     -   814,759.62  2,268,739.36   sFT  0.99990283   -1 04 26.7
 DP2272;UTM  15      - 5,298,029.473   384,056.296   MT  0.99976519   -1 08 53.4
 DP2272
 DP2272!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DP2272!SPC MN N     -   0.99994139  x   0.99990283  =   0.99984422
 DP2272!UTM  15      -   0.99994139  x   0.99976519  =   0.99970659
 DP2272
 DP2272_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUN8405698029(NAD 83)
 DP2272
 DP2272                          SUPERSEDED SURVEY CONTROL
 DP2272
 DP2272.No superseded survey control is available for this station.
 DP2272
 DP2272_MARKER: I = METAL ROD
 DP2272_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DP2272_STAMPING: 0412 E 2012
 DP2272_MARK LOGO: MNDT
 DP2272_PROJECTION: RECESSED 5 CENTIMETERS
 DP2272_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DP2272_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DP2272_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP2272+SATELLITE: SATELLITE OBSERVATIONS - November 14, 2022
 DP2272_ROD/PIPE-DEPTH: 5.8 meters
 DP2272
 DP2272  HISTORY     - Date     Condition        Report By
 DP2272  HISTORY     - 20120912 MONUMENTED       MNDT
 DP2272  HISTORY     - 20221114 GOOD             MNDT
 DP2272
 DP2272                          STATION DESCRIPTION
 DP2272
 DP2272'DESCRIBED BY MN DEPT OF TRANSP 2012
 DP2272'THE STATION IS LOCATED ABOUT 9.3 MI (15.0 KM) SOUTH-SOUTHWEST OF
 DP2272'KELLIHER, 6.4 MI (10.3 KM) NORTH OF BLACKDUCK AND 6.2 MI (10.0 KM)
 DP2272'WEST-NORTHWEST OF FUNKLEY.
 DP2272'
 DP2272'TO REACH THE MARK GO 6.45 MI (10.4 KM) NORTH ALONG TRUNK HIGHWAY 72
 DP2272'FROM THE JUNCTION OF TRUNK HIGHWAY 72 AND TRUNK HIGHWAY 71 IN
 DP2272'BLACKDUCK, AT TRUNK HIGHWAY 72 MILE POINT 6.45.
 DP2272'
 DP2272'THE MARK IS LOCATED 41.3 FT (12.6 M) WEST OF TRUNK HIGHWAY 72, 24.2 FT
 DP2272'(7.4 M) SOUTH OF A FIELD ENTRANCE, 1.5 FT (0.5 M) NORTH OF A WITNESS
 DP2272'POST.
 DP2272'
 DP2272'NOTE - THE STATION MARK CONSISTS OF A 3/4 INCH (19 MM) DIAMETER
 DP2272'ALUMINUM ROD DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL MARK
 DP2272'REMOVABLE DISK SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY
 DP2272'A SIX-INCH PVC PIPE BACKFILLED WITH WASHED SAND.
 DP2272
 DP2272                          STATION RECOVERY (2022)
 DP2272
 DP2272'RECOVERY NOTE BY MN DEPT OF TRANSP 2022 (JXH)
 DP2272'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DP2273 ***********************************************************************
 DP2273  DESIGNATION -  0412 F
 DP2273  PID         -  DP2273
 DP2273  STATE/COUNTY-  MN/BELTRAMI
 DP2273  COUNTRY     -  US
 DP2273  USGS QUAD   -  BORDEN LAKE (2019)
 DP2273
 DP2273                         *CURRENT SURVEY CONTROL
 DP2273  ______________________________________________________________________
 DP2273* NAD 83(2011) POSITION- 47 50 40.03082(N) 094 32 54.17614(W)   ADJUSTED
 DP2273* NAD 83(2011) ELLIP HT-   375.097 (meters)        (03/13/23)   ADJUSTED
 DP2273* NAD 83(2011) EPOCH   -  2010.00
 DP2273* NAVD 88 ORTHO HEIGHT -   403.310 (meters)     1323.19  (feet) ADJUSTED
 DP2273  ______________________________________________________________________
 DP2273  GEOID HEIGHT    -        -28.211 (meters)                     GEOID18
 DP2273  NAD 83(2011) X  -   -340,106.197 (meters)                     COMP
 DP2273  NAD 83(2011) Y  - -4,275,299.946 (meters)                     COMP
 DP2273  NAD 83(2011) Z  -  4,705,564.296 (meters)                     COMP
 DP2273  LAPLACE CORR    -         -1.27  (seconds)                    DEFLEC18
 DP2273  DYNAMIC HEIGHT  -        403.379 (meters)     1323.42  (feet) COMP
 DP2273  MODELED GRAVITY -    980,770.6   (mgal)                       NAVD 88
 DP2273
 DP2273  VERT ORDER      -  SECOND    CLASS I
 DP2273
 DP2273  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DP2273  Standards:
 DP2273         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DP2273            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DP2273  -------------------------------------------------------------------
 DP2273  NETWORK    0.81   1.14           0.38   0.26   0.58      0.08906647
 DP2273  -------------------------------------------------------------------
 DP2273  Click here for local accuracies and other accuracy information.
 DP2273
 DP2273.The horizontal coordinates were established by GPS observations
 DP2273.and adjusted by the MN DEPT OF TRANSP in March 2023.
 DP2273
 DP2273.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DP2273.been affixed to the stable North American tectonic plate. See 
 DP2273.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DP2273
 DP2273.The horizontal coordinates are valid at the epoch date displayed above
 DP2273.which is a decimal equivalence of Year/Month/Day.
 DP2273
 DP2273.The orthometric height was determined by differential leveling and
 DP2273.adjusted by the NATIONAL GEODETIC SURVEY
 DP2273.in September 2014.
 DP2273
 DP2273.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP2273.GEOID18 height accuracy estimate available here.
 DP2273
 DP2273.Click photographs - Photos may exist for this station.
 DP2273
 DP2273.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DP2273
 DP2273.The Laplace correction was computed from DEFLEC18 derived deflections.
 DP2273
 DP2273.The ellipsoidal height was determined by GPS observations
 DP2273.and is referenced to NAD 83.
 DP2273
 DP2273.The dynamic height is computed by dividing the NAVD 88
 DP2273.geopotential number by the normal gravity value computed on the
 DP2273.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP2273.degrees latitude (g = 980.6199 gals.).
 DP2273
 DP2273.The modeled gravity was interpolated from observed gravity values.
 DP2273
 DP2273. The following values were computed from the NAD 83(2011) position.
 DP2273
 DP2273;                    North         East     Units Scale Factor Converg.
 DP2273;SPC MN N     -   250,482.805   691,606.331   MT  0.99990283   -1 04 24.8
 DP2273;SPC MN N     -   821,792.34  2,269,045.10   sFT  0.99990283   -1 04 24.8
 DP2273;UTM  15      - 5,300,172.631   384,152.252   MT  0.99976491   -1 08 52.7
 DP2273
 DP2273!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DP2273!SPC MN N     -   0.99994121  x   0.99990283  =   0.99984405
 DP2273!UTM  15      -   0.99994121  x   0.99976491  =   0.99970614
 DP2273
 DP2273_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUP8415200172(NAD 83)
 DP2273
 DP2273                          SUPERSEDED SURVEY CONTROL
 DP2273
 DP2273.No superseded survey control is available for this station.
 DP2273
 DP2273_MARKER: F = FLANGE-ENCASED ROD
 DP2273_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DP2273_STAMPING: 0412 F 2012
 DP2273_MARK LOGO: MNDT
 DP2273_PROJECTION: RECESSED 5 CENTIMETERS
 DP2273_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DP2273_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DP2273_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP2273+SATELLITE: SATELLITE OBSERVATIONS - November 15, 2022
 DP2273_ROD/PIPE-DEPTH: 9.1 meters
 DP2273
 DP2273  HISTORY     - Date     Condition        Report By
 DP2273  HISTORY     - 20120912 MONUMENTED       MNDT
 DP2273  HISTORY     - 20211101 GOOD             MNDT
 DP2273  HISTORY     - 20221115 GOOD             MNDT
 DP2273
 DP2273                          STATION DESCRIPTION
 DP2273
 DP2273'DESCRIBED BY MN DEPT OF TRANSP 2012
 DP2273'THE STATION IS LOCATED ABOUT 8.2 MI (13.2 KM) SOUTHWEST OF KELLIHER,
 DP2273'7.7 MI (12.4 KM) NORTH OF BLACKDUCK AND 6.9 MI (11.1 KM) NORTHWEST OF
 DP2273'FUNKLEY.
 DP2273'
 DP2273'TO REACH THE MARK GO 7.85 MI (12.6 KM) NORTH ALONG TRUNK HIGHWAY 72
 DP2273'FROM THE JUNCTION OF TRUNK HIGHWAY 72 AND TRUNK HIGHWAY 71 IN
 DP2273'BLACKDUCK, AT TRUNK HIGHWAY 72 MILE POINT 7.85.
 DP2273'
 DP2273'THE MARK IS LOCATED 23.4 FT (7.1 M) EAST OF TRUNK HIGHWAY 72, 1.5 FT
 DP2273'(0.5 M) WEST OF A WITNESS POST.
 DP2273'
 DP2273'NOTE - THE STATION MARK CONSISTS OF A 3/4 INCH (19 MM) DIAMETER
 DP2273'ALUMINUM ROD DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL MARK
 DP2273'REMOVABLE DISK SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY
 DP2273'A SIX-INCH PVC PIPE BACKFILLED WITH WASHED SAND.
 DP2273
 DP2273                          STATION RECOVERY (2021)
 DP2273
 DP2273'RECOVERY NOTE BY MN DEPT OF TRANSP 2021 (KMS)
 DP2273'RECOVERED IN GOOD CONDITION.
 DP2273
 DP2273                          STATION RECOVERY (2022)
 DP2273
 DP2273'RECOVERY NOTE BY MN DEPT OF TRANSP 2022 (AXH)
 DP2273'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DP2274 ***********************************************************************
 DP2274  DESIGNATION -  0412 G
 DP2274  PID         -  DP2274
 DP2274  STATE/COUNTY-  MN/BELTRAMI
 DP2274  COUNTRY     -  US
 DP2274  USGS QUAD   -  BORDEN LAKE (2019)
 DP2274
 DP2274                         *CURRENT SURVEY CONTROL
 DP2274  ______________________________________________________________________
 DP2274* NAD 83(2011) POSITION- 47 51 36.70961(N) 094 32 54.62451(W)   ADJUSTED
 DP2274* NAD 83(2011) ELLIP HT-   373.487 (meters)        (03/13/23)   ADJUSTED
 DP2274* NAD 83(2011) EPOCH   -  2010.00
 DP2274* NAVD 88 ORTHO HEIGHT -   401.730 (meters)     1318.01  (feet) ADJUSTED
 DP2274  ______________________________________________________________________
 DP2274  GEOID HEIGHT    -        -28.232 (meters)                     GEOID18
 DP2274  NAD 83(2011) X  -   -340,012.472 (meters)                     COMP
 DP2274  NAD 83(2011) Y  - -4,274,004.255 (meters)                     COMP
 DP2274  NAD 83(2011) Z  -  4,706,737.865 (meters)                     COMP
 DP2274  LAPLACE CORR    -         -0.94  (seconds)                    DEFLEC18
 DP2274  DYNAMIC HEIGHT  -        401.799 (meters)     1318.24  (feet) COMP
 DP2274  MODELED GRAVITY -    980,770.7   (mgal)                       NAVD 88
 DP2274
 DP2274  VERT ORDER      -  SECOND    CLASS I
 DP2274
 DP2274  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DP2274  Standards:
 DP2274         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DP2274            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DP2274  -------------------------------------------------------------------
 DP2274  NETWORK    0.83   1.20           0.39   0.26   0.61      0.07505521
 DP2274  -------------------------------------------------------------------
 DP2274  Click here for local accuracies and other accuracy information.
 DP2274
 DP2274.The horizontal coordinates were established by GPS observations
 DP2274.and adjusted by the MN DEPT OF TRANSP in March 2023.
 DP2274
 DP2274.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DP2274.been affixed to the stable North American tectonic plate. See 
 DP2274.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DP2274
 DP2274.The horizontal coordinates are valid at the epoch date displayed above
 DP2274.which is a decimal equivalence of Year/Month/Day.
 DP2274
 DP2274.The orthometric height was determined by differential leveling and
 DP2274.adjusted by the NATIONAL GEODETIC SURVEY
 DP2274.in September 2014.
 DP2274
 DP2274.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP2274.GEOID18 height accuracy estimate available here.
 DP2274
 DP2274.Click photographs - Photos may exist for this station.
 DP2274
 DP2274.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DP2274
 DP2274.The Laplace correction was computed from DEFLEC18 derived deflections.
 DP2274
 DP2274.The ellipsoidal height was determined by GPS observations
 DP2274.and is referenced to NAD 83.
 DP2274
 DP2274.The dynamic height is computed by dividing the NAVD 88
 DP2274.geopotential number by the normal gravity value computed on the
 DP2274.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP2274.degrees latitude (g = 980.6199 gals.).
 DP2274
 DP2274.The modeled gravity was interpolated from observed gravity values.
 DP2274
 DP2274. The following values were computed from the NAD 83(2011) position.
 DP2274
 DP2274;                    North         East     Units Scale Factor Converg.
 DP2274;SPC MN N     -   252,233.050   691,629.810   MT  0.99990291   -1 04 25.2
 DP2274;SPC MN N     -   827,534.60  2,269,122.13   sFT  0.99990291   -1 04 25.2
 DP2274;UTM  15      - 5,301,922.602   384,178.005   MT  0.99976484   -1 08 54.1
 DP2274
 DP2274!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DP2274!SPC MN N     -   0.99994147  x   0.99990291  =   0.99984438
 DP2274!UTM  15      -   0.99994147  x   0.99976484  =   0.99970632
 DP2274
 DP2274_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUP8417801922(NAD 83)
 DP2274
 DP2274                          SUPERSEDED SURVEY CONTROL
 DP2274
 DP2274.No superseded survey control is available for this station.
 DP2274
 DP2274_MARKER: F = FLANGE-ENCASED ROD
 DP2274_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DP2274_STAMPING: 0412 G 2012
 DP2274_MARK LOGO: MNDT
 DP2274_PROJECTION: RECESSED 5 CENTIMETERS
 DP2274_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DP2274_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DP2274_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP2274+SATELLITE: SATELLITE OBSERVATIONS - November 15, 2022
 DP2274_ROD/PIPE-DEPTH: 6.1 meters
 DP2274
 DP2274  HISTORY     - Date     Condition        Report By
 DP2274  HISTORY     - 20120912 MONUMENTED       MNDT
 DP2274  HISTORY     - 20221115 GOOD             MNDT
 DP2274
 DP2274                          STATION DESCRIPTION
 DP2274
 DP2274'DESCRIBED BY MN DEPT OF TRANSP 2012
 DP2274'THE STATION IS LOCATED ABOUT 8.8 MI (14.2 KM) NORTH OF BLACKDUCK, 7.6
 DP2274'MI (12.2 KM) NORTHWEST OF FUNKLEY AND 7.3 MI (11.7 KM) SOUTHWEST OF
 DP2274'KELLIHER.
 DP2274'
 DP2274'TO REACH THE MARK GO 8.9 MI (14.3 KM) NORTH ALONG TRUNK HIGHWAY 72
 DP2274'FROM THE JUNCTION OF TRUNK HIGHWAY 72 AND TRUNK HIGHWAY 71 IN
 DP2274'BLACKDUCK, AT TRUNK HIGHWAY 72 MILE POINT 8.9.
 DP2274'
 DP2274'THE MARK IS LOCATED 66.5 FT (20.3 M) WEST OF TRUNK HIGHWAY 72, 21.4 FT
 DP2274'(6.5 M) NORTH OF COUNTY ROAD 100/BUCKEYE ROAD NORTHEAST, 1.5 FT (0.5
 DP2274'M) SOUTH OF A WITNESS POST.
 DP2274'
 DP2274'NOTE - THE STATION MARK CONSISTS OF A 3/4 INCH (19 MM) DIAMETER
 DP2274'ALUMINUM ROD DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL MARK
 DP2274'REMOVABLE DISK SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY
 DP2274'A SIX-INCH PVC PIPE BACKFILLED WITH WASHED SAND.
 DP2274
 DP2274                          STATION RECOVERY (2022)
 DP2274
 DP2274'RECOVERY NOTE BY MN DEPT OF TRANSP 2022 (AXH)
 DP2274'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 TC1369 ***********************************************************************
 TC1369  DESIGNATION -  0413 AA
 TC1369  PID         -  TC1369
 TC1369  STATE/COUNTY-  MN/BELTRAMI
 TC1369  COUNTRY     -  US
 TC1369  USGS QUAD   -  LUDLOW LOOKOUT TOWER (2019)
 TC1369
 TC1369                         *CURRENT SURVEY CONTROL
 TC1369  ______________________________________________________________________
 TC1369* NAD 83(1986) POSITION- 48 16 35.     (N) 094 33 15.     (W)   SCALED
 TC1369* NAVD 88 ORTHO HEIGHT -   363.939 (meters)     1194.02  (feet) ADJUSTED
 TC1369  ______________________________________________________________________
 TC1369  GEOID HEIGHT    -        -28.617 (meters)                     GEOID18
 TC1369  DYNAMIC HEIGHT  -        364.015 (meters)     1194.27  (feet) COMP
 TC1369  MODELED GRAVITY -    980,808.0   (mgal)                       NAVD 88
 TC1369
 TC1369  VERT ORDER      -  SECOND    CLASS I
 TC1369
 TC1369.The horizontal coordinates were scaled from a map and have
 TC1369.an estimated accuracy of +/- 6 seconds.
 TC1369
 TC1369.The orthometric height was determined by differential leveling and
 TC1369.adjusted by the NATIONAL GEODETIC SURVEY
 TC1369.in June 1991.
 TC1369
 TC1369.Significant digits in the geoid height do not necessarily reflect accuracy.
 TC1369.GEOID18 height accuracy estimate available here.
 TC1369
 TC1369.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15UUP846481(NAD 83)
 TC1369
 TC1369                          SUPERSEDED SURVEY CONTROL
 TC1369
 TC1369.No superseded survey control is available for this station.
 TC1369
 TC1369_MARKER: DV = VERTICAL CONTROL DISK
 TC1369_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 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 = MARCH 21, 2026 06:05:54 EDT
 TC1371 ***********************************************************************
 TC1371  DESIGNATION -  0413 AB
 TC1371  PID         -  TC1371
 TC1371  STATE/COUNTY-  MN/BELTRAMI
 TC1371  COUNTRY     -  US
 TC1371  USGS QUAD   -  LUDLOW LOOKOUT TOWER (2019)
 TC1371
 TC1371                         *CURRENT SURVEY CONTROL
 TC1371  ______________________________________________________________________
 TC1371* NAD 83(1986) POSITION- 48 15 30.     (N) 094 33 14.     (W)   SCALED
 TC1371* NAVD 88 ORTHO HEIGHT -   363.395 (meters)     1192.24  (feet) ADJUSTED
 TC1371  ______________________________________________________________________
 TC1371  GEOID HEIGHT    -        -28.612 (meters)                     GEOID18
 TC1371  DYNAMIC HEIGHT  -        363.470 (meters)     1192.48  (feet) COMP
 TC1371  MODELED GRAVITY -    980,806.1   (mgal)                       NAVD 88
 TC1371
 TC1371  VERT ORDER      -  SECOND    CLASS I
 TC1371
 TC1371.The horizontal coordinates were scaled from a map and have
 TC1371.an estimated accuracy of +/- 6 seconds.
 TC1371
 TC1371.The orthometric height was determined by differential leveling and
 TC1371.adjusted by the NATIONAL GEODETIC SURVEY
 TC1371.in June 1991.
 TC1371
 TC1371.Significant digits in the geoid height do not necessarily reflect accuracy.
 TC1371.GEOID18 height accuracy estimate available here.
 TC1371
 TC1371.Click photographs - Photos may exist for this station.
 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.      692,060.      MT  (+/- 180 meters Scaled)
 TC1371
 TC1371_U.S. NATIONAL GRID SPATIAL ADDRESS: 15UUP846461(NAD 83)
 TC1371
 TC1371                          SUPERSEDED SURVEY CONTROL
 TC1371
 TC1371.No superseded survey control is available for this station.
 TC1371
 TC1371_MARKER: DV = VERTICAL CONTROL DISK
 TC1371_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 TC1371_STAMPING: 0413 AB 1983
 TC1371_MARK LOGO: MNDT
 TC1371_PROJECTION: PROJECTING 30 CENTIMETERS
 TC1371_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 TC1371_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 TC1371_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 TC1371+SATELLITE: SATELLITE OBSERVATIONS - July 22, 2014
 TC1371
 TC1371  HISTORY     - Date     Condition        Report By
 TC1371  HISTORY     - 1983     MONUMENTED       MNDT
 TC1371  HISTORY     - 20011030 GOOD             MNDT
 TC1371  HISTORY     - 20140722 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.
 TC1371
 TC1371                          STATION RECOVERY (2014)
 TC1371
 TC1371'RECOVERY NOTE BY MN DEPT OF TRANSP 2014 (KMS)
 TC1371'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 TC1373 ***********************************************************************
 TC1373  DESIGNATION -  0413 AC
 TC1373  PID         -  TC1373
 TC1373  STATE/COUNTY-  MN/BELTRAMI
 TC1373  COUNTRY     -  US
 TC1373  USGS QUAD   -  WASKISH (2019)
 TC1373
 TC1373                         *CURRENT SURVEY CONTROL
 TC1373  ______________________________________________________________________
 TC1373* NAD 83(1986) POSITION- 48 14 38.     (N) 094 33 14.     (W)   SCALED
 TC1373* NAVD 88 ORTHO HEIGHT -   362.686 (meters)     1189.91  (feet) ADJUSTED
 TC1373  ______________________________________________________________________
 TC1373  GEOID HEIGHT    -        -28.608 (meters)                     GEOID18
 TC1373  DYNAMIC HEIGHT  -        362.760 (meters)     1190.16  (feet) COMP
 TC1373  MODELED GRAVITY -    980,804.6   (mgal)                       NAVD 88
 TC1373
 TC1373  VERT ORDER      -  SECOND    CLASS I
 TC1373
 TC1373.The horizontal coordinates were scaled from a map and have
 TC1373.an estimated accuracy of +/- 6 seconds.
 TC1373
 TC1373.The orthometric height was determined by differential leveling and
 TC1373.adjusted by the NATIONAL GEODETIC SURVEY
 TC1373.in April 2020.
 TC1373
 TC1373.Significant digits in the geoid height do not necessarily reflect accuracy.
 TC1373.GEOID18 height accuracy estimate available here.
 TC1373
 TC1373.Click photographs - Photos may exist for this station.
 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.      692,030.      MT  (+/- 180 meters Scaled)
 TC1373
 TC1373_U.S. NATIONAL GRID SPATIAL ADDRESS: 15UUP846445(NAD 83)
 TC1373
 TC1373                          SUPERSEDED SURVEY CONTROL
 TC1373
 TC1373  NAVD 88 (06/15/91)  362.683  (m)         1189.90   (f) SUPERSEDED  2 1
 TC1373
 TC1373.Superseded values are not recommended for survey control.
 TC1373
 TC1373.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TC1373.See file dsdata.pdf to determine how the superseded data were derived.
 TC1373
 TC1373_MARKER: DV = VERTICAL CONTROL DISK
 TC1373_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 TC1373_STAMPING: 0413 AC 1983
 TC1373_MARK LOGO: MNDT
 TC1373_PROJECTION: PROJECTING 30 CENTIMETERS
 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 - July 22, 2014
 TC1373
 TC1373  HISTORY     - Date     Condition        Report By
 TC1373  HISTORY     - 1983     MONUMENTED       MNDT
 TC1373  HISTORY     - 20011030 GOOD             MNDT
 TC1373  HISTORY     - 20140722 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.
 TC1373
 TC1373                          STATION RECOVERY (2014)
 TC1373
 TC1373'RECOVERY NOTE BY MN DEPT OF TRANSP 2014 (KMS)
 TC1373'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 TC1375 ***********************************************************************
 TC1375  DESIGNATION -  0413 AD
 TC1375  PID         -  TC1375
 TC1375  STATE/COUNTY-  MN/BELTRAMI
 TC1375  COUNTRY     -  US
 TC1375  USGS QUAD   -  WASKISH (2019)
 TC1375
 TC1375                         *CURRENT SURVEY CONTROL
 TC1375  ______________________________________________________________________
 TC1375* NAD 83(1986) POSITION- 48 13 37.52   (N) 094 33 13.95   (W)   HD_HELD1
 TC1375* NAVD 88 ORTHO HEIGHT -   361.779 (meters)     1186.94  (feet) ADJUSTED
 TC1375  ______________________________________________________________________
 TC1375  GEOID HEIGHT    -        -28.605 (meters)                     GEOID18
 TC1375  DYNAMIC HEIGHT  -        361.852 (meters)     1187.18  (feet) COMP
 TC1375  MODELED GRAVITY -    980,802.6   (mgal)                       NAVD 88
 TC1375
 TC1375  VERT ORDER      -  SECOND    CLASS I
 TC1375
 TC1375.The horizontal coordinates were determined by differentially corrected
 TC1375.hand held GPS observations or other comparable positioning techniques
 TC1375.and have an estimated accuracy of +/- 3 meters.
 TC1375
 TC1375.The orthometric height was determined by differential leveling and
 TC1375.adjusted by the NATIONAL GEODETIC SURVEY
 TC1375.in June 1991.
 TC1375
 TC1375.Significant digits in the geoid height do not necessarily reflect accuracy.
 TC1375.GEOID18 height accuracy estimate available here.
 TC1375
 TC1375.Click photographs - Photos may exist for this station.
 TC1375
 TC1375.The dynamic height is computed by dividing the NAVD 88
 TC1375.geopotential number by the normal gravity value computed on the
 TC1375.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TC1375.degrees latitude (g = 980.6199 gals.).
 TC1375
 TC1375.The modeled gravity was interpolated from observed gravity values.
 TC1375
 TC1375;                    North         East    Units  Estimated Accuracy
 TC1375;SPC MN N     -   293,024.9     691,995.4     MT  (+/- 3 meters HH1 GPS) 
 TC1375
 TC1375_U.S. NATIONAL GRID SPATIAL ADDRESS: 15UUP8459942707(NAD 83)
 TC1375
 TC1375                          SUPERSEDED SURVEY CONTROL
 TC1375
 TC1375.No superseded survey control is available for this station.
 TC1375
 TC1375_MARKER: DV = VERTICAL CONTROL DISK
 TC1375_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 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 22, 2014
 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  HISTORY     - 20140722 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
 TC1375
 TC1375                          STATION RECOVERY (2014)
 TC1375
 TC1375'RECOVERY NOTE BY MN DEPT OF TRANSP 2014 (KMS)
 TC1375'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DQ4242 ***********************************************************************
 DQ4242  DESIGNATION -  0413 AE RESET
 DQ4242  PID         -  DQ4242
 DQ4242  STATE/COUNTY-  MN/BELTRAMI
 DQ4242  COUNTRY     -  US
 DQ4242  USGS QUAD   -  WASKISH (2019)
 DQ4242
 DQ4242                         *CURRENT SURVEY CONTROL
 DQ4242  ______________________________________________________________________
 DQ4242* NAD 83(1986) POSITION- 48 13 00.83   (N) 094 33 14.44   (W)   HD_HELD1
 DQ4242* NAVD 88 ORTHO HEIGHT -   361.114 (meters)     1184.75  (feet) ADJUSTED
 DQ4242  ______________________________________________________________________
 DQ4242  GEOID HEIGHT    -        -28.603 (meters)                     GEOID18
 DQ4242  DYNAMIC HEIGHT  -        361.187 (meters)     1184.99  (feet) COMP
 DQ4242  MODELED GRAVITY -    980,801.5   (mgal)                       NAVD 88
 DQ4242
 DQ4242  VERT ORDER      -  SECOND    CLASS I
 DQ4242
 DQ4242.The horizontal coordinates were determined by differentially corrected
 DQ4242.hand held GPS observations or other comparable positioning techniques
 DQ4242.and have an estimated accuracy of +/- 3 meters.
 DQ4242
 DQ4242.The orthometric height was determined by differential leveling and
 DQ4242.adjusted by the NATIONAL GEODETIC SURVEY
 DQ4242.in April 2020.
 DQ4242
 DQ4242.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ4242.GEOID18 height accuracy estimate available here.
 DQ4242
 DQ4242.Click photographs - Photos may exist for this station.
 DQ4242
 DQ4242.The dynamic height is computed by dividing the NAVD 88
 DQ4242.geopotential number by the normal gravity value computed on the
 DQ4242.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ4242.degrees latitude (g = 980.6199 gals.).
 DQ4242
 DQ4242.The modeled gravity was interpolated from observed gravity values.
 DQ4242
 DQ4242;                    North         East    Units  Estimated Accuracy
 DQ4242;SPC MN N     -   291,892.1     691,964.0     MT  (+/- 3 meters HH1 GPS) 
 DQ4242
 DQ4242_U.S. NATIONAL GRID SPATIAL ADDRESS: 15UUP8456641575(NAD 83)
 DQ4242
 DQ4242                          SUPERSEDED SURVEY CONTROL
 DQ4242
 DQ4242.No superseded survey control is available for this station.
 DQ4242
 DQ4242_MARKER: I = METAL ROD
 DQ4242_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DQ4242_STAMPING: 0413 AE RESET 2014
 DQ4242_MARK LOGO: MNDT
 DQ4242_PROJECTION: RECESSED 5 CENTIMETERS
 DQ4242_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DQ4242_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ4242_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ4242+SATELLITE: SATELLITE OBSERVATIONS - July 22, 2014
 DQ4242_ROD/PIPE-DEPTH: 3.4 meters
 DQ4242
 DQ4242  HISTORY     - Date     Condition        Report By
 DQ4242  HISTORY     - 20140722 MONUMENTED       MNDT
 DQ4242
 DQ4242                          STATION DESCRIPTION
 DQ4242
 DQ4242'DESCRIBED BY MN DEPT OF TRANSP 2014
 DQ4242'THE MARK IS LOCATED ABOUT 4.0 MI (6.4 KM) NORTH OF WASKISH.
 DQ4242'
 DQ4242'TO REACH THE MARK GO 3.95 MI (6.36 KM) NORTH ALONG TRUNK HIGHWAY 72
 DQ4242'FROM THE JUNCTION OF TRUNK HIGHWAY 72 AND BRIDGE NUMBER 04002 OVER
 DQ4242'TAMARAC RIVER IN WASKISH, AT TRUNK HIGHWAY 72 MILE POINT 40.40.
 DQ4242'
 DQ4242'THE MARK IS LOCATED 72.0 FT (21.9 M) WEST OF TRUNK HIGHWAY 72, 32.0 FT
 DQ4242'(9.8 M) SOUTHEAST OF POWER POLE, 3.0 FT (0.9 M) SOUTH-SOUTHEAST OF
 DQ4242'RIGHT-OF-WAY POST, 1.0 FT (0.3 M) EAST OF A WITNESS POST.
 DQ4242'
 DQ4242'NOTE-THE STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM ROD
 DQ4242'DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION REMOVABLE DISK
 DQ4242'SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH PVC
 DQ4242'PIPE BACK FILLED WITH WASHED SAND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 TC1379 ***********************************************************************
 TC1379  DESIGNATION -  0413 AG
 TC1379  PID         -  TC1379
 TC1379  STATE/COUNTY-  MN/BELTRAMI
 TC1379  COUNTRY     -  US
 TC1379  USGS QUAD   -  WASKISH (2019)
 TC1379
 TC1379                         *CURRENT SURVEY CONTROL
 TC1379  ______________________________________________________________________
 TC1379* NAD 83(1986) POSITION- 48 11 38.7    (N) 094 31 19.5    (W)   HD_HELD2
 TC1379* NAVD 88 ORTHO HEIGHT -   359.787 (meters)     1180.40  (feet) ADJUSTED
 TC1379  ______________________________________________________________________
 TC1379  GEOID HEIGHT    -        -28.616 (meters)                     GEOID18
 TC1379  DYNAMIC HEIGHT  -        359.859 (meters)     1180.64  (feet) COMP
 TC1379  MODELED GRAVITY -    980,799.3   (mgal)                       NAVD 88
 TC1379
 TC1379  VERT ORDER      -  SECOND    CLASS I
 TC1379
 TC1379.The horizontal coordinates were established by autonomous hand held GPS
 TC1379.observations and have an estimated accuracy of +/- 10 meters.
 TC1379
 TC1379.The orthometric height was determined by differential leveling and
 TC1379.adjusted by the NATIONAL GEODETIC SURVEY
 TC1379.in June 1991.
 TC1379
 TC1379.Significant digits in the geoid height do not necessarily reflect accuracy.
 TC1379.GEOID18 height accuracy estimate available here.
 TC1379
 TC1379.Click photographs - Photos may exist for this station.
 TC1379
 TC1379.The dynamic height is computed by dividing the NAVD 88
 TC1379.geopotential number by the normal gravity value computed on the
 TC1379.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TC1379.degrees latitude (g = 980.6199 gals.).
 TC1379
 TC1379.The modeled gravity was interpolated from observed gravity values.
 TC1379
 TC1379;                    North         East    Units  Estimated Accuracy
 TC1379;SPC MN N     -   289,312.      694,289.      MT  (+/- 10 meters HH2 GPS)
 TC1379
 TC1379_U.S. NATIONAL GRID SPATIAL ADDRESS: 15UUP8688738992(NAD 83)
 TC1379
 TC1379                          SUPERSEDED SURVEY CONTROL
 TC1379
 TC1379.No superseded survey control is available for this station.
 TC1379
 TC1379_MARKER: DV = VERTICAL CONTROL DISK
 TC1379_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 TC1379_STAMPING: 0413 AG 1983
 TC1379_MARK LOGO: MNDT
 TC1379_PROJECTION: FLUSH
 TC1379_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 TC1379_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 TC1379_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 TC1379+SATELLITE: SATELLITE OBSERVATIONS - July 22, 2014
 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  HISTORY     - 20140722 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
 TC1379
 TC1379                          STATION RECOVERY (2014)
 TC1379
 TC1379'RECOVERY NOTE BY MN DEPT OF TRANSP 2014 (MAS)
 TC1379'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DF6802 ***********************************************************************
 DF6802  DESIGNATION -  0413 AG 1
 DF6802  PID         -  DF6802
 DF6802  STATE/COUNTY-  MN/BELTRAMI
 DF6802  COUNTRY     -  US
 DF6802  USGS QUAD   -  WASKISH (2019)
 DF6802
 DF6802                         *CURRENT SURVEY CONTROL
 DF6802  ______________________________________________________________________
 DF6802* NAD 83(1986) POSITION- 48 12 26.     (N) 094 30 36.     (W)   SCALED
 DF6802* NAVD 88 ORTHO HEIGHT -   362.446 (meters)     1189.12  (feet) ADJUSTED
 DF6802  ______________________________________________________________________
 DF6802  GEOID HEIGHT    -        -28.628 (meters)                     GEOID18
 DF6802  DYNAMIC HEIGHT  -        362.519 (meters)     1189.36  (feet) COMP
 DF6802  MODELED GRAVITY -    980,801.0   (mgal)                       NAVD 88
 DF6802
 DF6802  VERT ORDER      -  SECOND    CLASS I
 DF6802
 DF6802.The horizontal coordinates were scaled from a map and have
 DF6802.an estimated accuracy of +/- 6 seconds.
 DF6802
 DF6802.The orthometric height was determined by differential leveling and
 DF6802.adjusted by the NATIONAL GEODETIC SURVEY
 DF6802.in April 2004.
 DF6802
 DF6802.No vertical observational check was made to the station.
 DF6802
 DF6802.Significant digits in the geoid height do not necessarily reflect accuracy.
 DF6802.GEOID18 height accuracy estimate available here.
 DF6802
 DF6802.Click photographs - Photos may exist for this station.
 DF6802
 DF6802.The dynamic height is computed by dividing the NAVD 88
 DF6802.geopotential number by the normal gravity value computed on the
 DF6802.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DF6802.degrees latitude (g = 980.6199 gals.).
 DF6802
 DF6802.The modeled gravity was interpolated from observed gravity values.
 DF6802
 DF6802;                    North         East    Units  Estimated Accuracy
 DF6802;SPC MN N     -   290,760.      695,210.      MT  (+/- 180 meters Scaled)
 DF6802
 DF6802_U.S. NATIONAL GRID SPATIAL ADDRESS: 15UUP878404(NAD 83)
 DF6802
 DF6802                          SUPERSEDED SURVEY CONTROL
 DF6802
 DF6802.No superseded survey control is available for this station.
 DF6802
 DF6802_MARKER: DD = SURVEY DISK
 DF6802_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DF6802_STAMPING: 0413 AG 1 2001
 DF6802_MARK LOGO: MNDT
 DF6802_PROJECTION: RECESSED 1 CENTIMETERS
 DF6802_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DF6802_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DF6802_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF6802+SATELLITE: SATELLITE OBSERVATIONS - 2001
 DF6802_ROD/PIPE-DEPTH: 2.7 meters
 DF6802
 DF6802  HISTORY     - Date     Condition        Report By
 DF6802  HISTORY     - 2001     MONUMENTED       MNDT
 DF6802
 DF6802                          STATION DESCRIPTION
 DF6802
 DF6802'DESCRIBED BY MN DEPT OF TRANSP 2001 (DKH)
 DF6802'THE MARK IS 3 MI (4.8 KM) NORTH OF WASKISH, 0.15 MI (0.24 KM) EAST
 DF6802'ALONG TH 72 FROM JCT OF CO RD 40 AND TH 72 IN WASKISH TO TH 72 MP
 DF6802'36.65, THENCE 2.2 MI (3.5 KM) NORTH ON CO RD 40, 74.7 FT (22.8 M)
 DF6802'SOUTH OF CO RD 40, 55 FT (16.8 M) EAST OF CO RD 40, 4.3 FT (1.3 M)
 DF6802'SOUTH OF P-POLE, 87.8 FT (26.8 M) EAST OF CABLE PEDESTAL NUMBER A25,
 DF6802'2.6 FT (0.8 M) NORTH OF WIT POST, PROJECTS 1 INCH, AND SUITABLE FOR
 DF6802'GPS.  ROD DRIVEN TO REFUSAL.  MARK IS AT BEND OF CO RD 40.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DF6804 ***********************************************************************
 DF6804  DESIGNATION -  0413 AG 3
 DF6804  PID         -  DF6804
 DF6804  STATE/COUNTY-  MN/BELTRAMI
 DF6804  COUNTRY     -  US
 DF6804  USGS QUAD   -  NORMAN LAKE (2019)
 DF6804
 DF6804                         *CURRENT SURVEY CONTROL
 DF6804  ______________________________________________________________________
 DF6804* NAD 83(1986) POSITION- 48 12 26.63   (N) 094 28 54.51   (W)   HD_HELD1
 DF6804* NAVD 88 ORTHO HEIGHT -   363.871 (meters)     1193.80  (feet) ADJUSTED
 DF6804  ______________________________________________________________________
 DF6804  GEOID HEIGHT    -        -28.646 (meters)                     GEOID18
 DF6804  DYNAMIC HEIGHT  -        363.944 (meters)     1194.04  (feet) COMP
 DF6804  MODELED GRAVITY -    980,801.1   (mgal)                       NAVD 88
 DF6804
 DF6804  VERT ORDER      -  SECOND    CLASS I
 DF6804
 DF6804.The horizontal coordinates were determined by differentially corrected
 DF6804.hand held GPS observations or other comparable positioning techniques
 DF6804.and have an estimated accuracy of +/- 3 meters.
 DF6804
 DF6804.The orthometric height was determined by differential leveling and
 DF6804.adjusted by the NATIONAL GEODETIC SURVEY
 DF6804.in April 2004.
 DF6804
 DF6804.No vertical observational check was made to the station.
 DF6804
 DF6804.Significant digits in the geoid height do not necessarily reflect accuracy.
 DF6804.GEOID18 height accuracy estimate available here.
 DF6804
 DF6804.Click photographs - Photos may exist for this station.
 DF6804
 DF6804.The dynamic height is computed by dividing the NAVD 88
 DF6804.geopotential number by the normal gravity value computed on the
 DF6804.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DF6804.degrees latitude (g = 980.6199 gals.).
 DF6804
 DF6804.The modeled gravity was interpolated from observed gravity values.
 DF6804
 DF6804;                    North         East    Units  Estimated Accuracy
 DF6804;SPC MN N     -   290,737.6     697,309.3     MT  (+/- 3 meters HH1 GPS) 
 DF6804
 DF6804_U.S. NATIONAL GRID SPATIAL ADDRESS: 15UUP8990840413(NAD 83)
 DF6804
 DF6804                          SUPERSEDED SURVEY CONTROL
 DF6804
 DF6804.No superseded survey control is available for this station.
 DF6804
 DF6804_MARKER: DD = SURVEY DISK
 DF6804_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DF6804_STAMPING: 0413 AG 3 2001
 DF6804_MARK LOGO: MNDT
 DF6804_PROJECTION: RECESSED 3 CENTIMETERS
 DF6804_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DF6804_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DF6804_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF6804+SATELLITE: SATELLITE OBSERVATIONS - October 28, 2021
 DF6804_ROD/PIPE-DEPTH: 3.0 meters
 DF6804
 DF6804  HISTORY     - Date     Condition        Report By
 DF6804  HISTORY     - 2001     MONUMENTED       MNDT
 DF6804  HISTORY     - 20211028 GOOD             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.
 DF6804
 DF6804                          STATION RECOVERY (2021)
 DF6804
 DF6804'RECOVERY NOTE BY MN DEPT OF TRANSP 2021 (KMS)
 DF6804'3.0 MI (4.8 KM) NORTHEAST OF WASKISH, 2.8 MI (4.5 KM) EAST AND NORTH
 DF6804'ALONG COUNTY ROAD 112 FROM THE JUNCTION OF COUNTY ROAD 112 AND TRUNK
 DF6804'HIGHWAY 72 (THE JUNCTION IS 2.0 MI (3.2 KM) NORTH OF WASKISH), 58.0 FT
 DF6804'(17.7 M) NORTH OF COUNTY ROAD 112, 12.0 FT (3.7 M) WEST OF AN
 DF6804'ENTRANCE, 2.6 FT (0.8 M) SOUTHWEST OF A FENCE CORNER, 2.1 FT (0.6 M)
 DF6804'SOUTHWEST OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 TC1380 ***********************************************************************
 TC1380  DESIGNATION -  0413 AH
 TC1380  PID         -  TC1380
 TC1380  STATE/COUNTY-  MN/BELTRAMI
 TC1380  COUNTRY     -  US
 TC1380  USGS QUAD   -  WASKISH (2019)
 TC1380
 TC1380                         *CURRENT SURVEY CONTROL
 TC1380  ______________________________________________________________________
 TC1380* NAD 83(2011) POSITION- 48 11 08.86649(N) 094 30 58.80887(W)   ADJUSTED
 TC1380* NAD 83(2011) ELLIP HT-   330.540 (meters)        (04/03/18)   ADJUSTED
 TC1380* NAD 83(2011) EPOCH   -  2010.00
 TC1380* NAVD 88 ORTHO HEIGHT -   359.161 (meters)     1178.35  (feet) ADJUSTED
 TC1380  ______________________________________________________________________
 TC1380  GEOID HEIGHT    -        -28.616 (meters)                     GEOID18
 TC1380  NAD 83(2011) X  -   -335,490.914 (meters)                     COMP
 TC1380  NAD 83(2011) Y  - -4,247,333.731 (meters)                     COMP
 TC1380  NAD 83(2011) Z  -  4,730,921.391 (meters)                     COMP
 TC1380  LAPLACE CORR    -         -1.69  (seconds)                    DEFLEC18
 TC1380  DYNAMIC HEIGHT  -        359.231 (meters)     1178.58  (feet) COMP
 TC1380  MODELED GRAVITY -    980,798.2   (mgal)                       NAVD 88
 TC1380
 TC1380  VERT ORDER      -  SECOND    CLASS I
 TC1380
 TC1380  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 TC1380  Standards:
 TC1380         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 TC1380            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 TC1380  -------------------------------------------------------------------
 TC1380  NETWORK    0.52   1.53           0.24   0.18   0.78      0.01058354
 TC1380  -------------------------------------------------------------------
 TC1380  Click here for local accuracies and other accuracy information.
 TC1380
 TC1380.The horizontal coordinates were established by GPS observations
 TC1380.and adjusted by the MN DEPT OF TRANSP in April 2018.
 TC1380
 TC1380.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 TC1380.been affixed to the stable North American tectonic plate. See 
 TC1380.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 TC1380
 TC1380.The horizontal coordinates are valid at the epoch date displayed above
 TC1380.which is a decimal equivalence of Year/Month/Day.
 TC1380
 TC1380.The orthometric height was determined by differential leveling and
 TC1380.adjusted by the NATIONAL GEODETIC SURVEY
 TC1380.in June 1991.
 TC1380
 TC1380.Significant digits in the geoid height do not necessarily reflect accuracy.
 TC1380.GEOID18 height accuracy estimate available here.
 TC1380
 TC1380.Click photographs - Photos may exist for this station.
 TC1380
 TC1380.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 TC1380
 TC1380.The Laplace correction was computed from DEFLEC18 derived deflections.
 TC1380
 TC1380.The ellipsoidal height was determined by GPS observations
 TC1380.and is referenced to NAD 83.
 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. The following values were computed from the NAD 83(2011) position.
 TC1380
 TC1380;                    North         East     Units Scale Factor Converg.
 TC1380;SPC MN N     -   288,382.714   694,699.667   MT  0.99992150   -1 02 59.3
 TC1380;SPC MN N     -   946,135.62  2,279,193.82   sFT  0.99992150   -1 02 59.3
 TC1380;UTM  15      - 5,338,062.686   387,296.351   MT  0.99975607   -1 07 48.9
 TC1380
 TC1380!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TC1380!SPC MN N     -   0.99994820  x   0.99992150  =   0.99986970
 TC1380!UTM  15      -   0.99994820  x   0.99975607  =   0.99970428
 TC1380
 TC1380_U.S. NATIONAL GRID SPATIAL ADDRESS: 15UUP8729638062(NAD 83)
 TC1380
 TC1380                          SUPERSEDED SURVEY CONTROL
 TC1380
 TC1380.No superseded survey control is available for this station.
 TC1380
 TC1380_MARKER: DV = VERTICAL CONTROL DISK
 TC1380_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 TC1380_STAMPING: 0413 AH 1983
 TC1380_MARK LOGO: MNDT
 TC1380_PROJECTION: FLUSH
 TC1380_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 TC1380_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 TC1380_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 TC1380+SATELLITE: SATELLITE OBSERVATIONS - May 15, 2017
 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  HISTORY     - 20140722 GOOD             MNDT
 TC1380  HISTORY     - 20170515 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
 TC1380
 TC1380                          STATION RECOVERY (2014)
 TC1380
 TC1380'RECOVERY NOTE BY MN DEPT OF TRANSP 2014 (MAS)
 TC1380'RECOVERED AS DESCRIBED.
 TC1380
 TC1380                          STATION RECOVERY (2017)
 TC1380
 TC1380'RECOVERY NOTE BY MN DEPT OF TRANSP 2017 (MJM)
 TC1380'0.75 MILE NORTH OF WASKISH, 0.8 MILE NORTH ALONG TRUNK HIGHWAY 72 FROM
 TC1380'BRIDGE NUMBER 04002 OVER TAMARAC RIVER IN WASKISH, AT TRUNK HIGHWAY 72
 TC1380'MILEPOINT 37.4, 78.0 FEET EAST OF TRUNK HIGHWAY 72, 19.0 FEET SOUTH OF
 TC1380'ENTRANCE EAST, 2.0 FEET NORTH OF TELEPHONE CABLE PEDESTAL, 1.0 FOOT
 TC1380'WEST OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 TC1384 ***********************************************************************
 TC1384  DESIGNATION -  0413 AJ
 TC1384  PID         -  TC1384
 TC1384  STATE/COUNTY-  MN/BELTRAMI
 TC1384  COUNTRY     -  US
 TC1384  USGS QUAD   -  WASKISH (2019)
 TC1384
 TC1384                         *CURRENT SURVEY CONTROL
 TC1384  ______________________________________________________________________
 TC1384* NAD 83(1986) POSITION- 48 10 04.72   (N) 094 30 44.68   (W)   HD_HELD1
 TC1384* NAVD 88 ORTHO HEIGHT -   359.816 (meters)     1180.50  (feet) ADJUSTED
 TC1384  ______________________________________________________________________
 TC1384  GEOID HEIGHT    -        -28.609 (meters)                     GEOID18
 TC1384  DYNAMIC HEIGHT  -        359.887 (meters)     1180.73  (feet) COMP
 TC1384  MODELED GRAVITY -    980,796.6   (mgal)                       NAVD 88
 TC1384
 TC1384  VERT ORDER      -  SECOND    CLASS I
 TC1384
 TC1384.The horizontal coordinates were determined by differentially corrected
 TC1384.hand held GPS observations or other comparable positioning techniques
 TC1384.and have an estimated accuracy of +/- 3 meters.
 TC1384
 TC1384.The orthometric height was determined by differential leveling and
 TC1384.adjusted by the NATIONAL GEODETIC SURVEY
 TC1384.in June 1991.
 TC1384
 TC1384.Significant digits in the geoid height do not necessarily reflect accuracy.
 TC1384.GEOID18 height accuracy estimate available here.
 TC1384
 TC1384.Click photographs - Photos may exist for this station.
 TC1384
 TC1384.The dynamic height is computed by dividing the NAVD 88
 TC1384.geopotential number by the normal gravity value computed on the
 TC1384.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TC1384.degrees latitude (g = 980.6199 gals.).
 TC1384
 TC1384.The modeled gravity was interpolated from observed gravity values.
 TC1384
 TC1384;                    North         East    Units  Estimated Accuracy
 TC1384;SPC MN N     -   286,396.6     694,955.2     MT  (+/- 3 meters HH1 GPS) 
 TC1384
 TC1384_U.S. NATIONAL GRID SPATIAL ADDRESS: 15UUP8754936076(NAD 83)
 TC1384
 TC1384                          SUPERSEDED SURVEY CONTROL
 TC1384
 TC1384.No superseded survey control is available for this station.
 TC1384
 TC1384_MARKER: DV = VERTICAL CONTROL DISK
 TC1384_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 TC1384_STAMPING: 0413 AJ 1983
 TC1384_MARK LOGO: MNHD
 TC1384_PROJECTION: FLUSH
 TC1384_MAGNETIC: I = MARKER IS A STEEL ROD
 TC1384_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 TC1384_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 TC1384+SATELLITE: SATELLITE OBSERVATIONS - July 22, 2014
 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  HISTORY     - 20111004 GOOD             MNDT
 TC1384  HISTORY     - 20140722 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
 TC1384
 TC1384                          STATION RECOVERY (2011)
 TC1384
 TC1384'RECOVERY NOTE BY MN DEPT OF TRANSP 2011 (JBG)
 TC1384'RECOVERED AS DESCRIBED.
 TC1384
 TC1384                          STATION RECOVERY (2014)
 TC1384
 TC1384'RECOVERY NOTE BY MN DEPT OF TRANSP 2014 (MAS)
 TC1384'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 TC1385 ***********************************************************************
 TC1385  DESIGNATION -  0413 AK
 TC1385  PID         -  TC1385
 TC1385  STATE/COUNTY-  MN/BELTRAMI
 TC1385  COUNTRY     -  US
 TC1385  USGS QUAD   -  WASKISH (2019)
 TC1385
 TC1385                         *CURRENT SURVEY CONTROL
 TC1385  ______________________________________________________________________
 TC1385* NAD 83(2011) POSITION- 48 09 23.02227(N) 094 30 39.44960(W)   ADJUSTED
 TC1385* NAD 83(2011) ELLIP HT-   330.181 (meters)        (06/27/12)   ADJUSTED
 TC1385* NAD 83(2011) EPOCH   -  2010.00
 TC1385* NAVD 88 ORTHO HEIGHT -   358.786 (meters)     1177.12  (feet) ADJUSTED
 TC1385  ______________________________________________________________________
 TC1385  GEOID HEIGHT    -        -28.602 (meters)                     GEOID18
 TC1385  NAD 83(2011) X  -   -335,283.857 (meters)                     COMP
 TC1385  NAD 83(2011) Y  - -4,249,793.569 (meters)                     COMP
 TC1385  NAD 83(2011) Z  -  4,728,740.738 (meters)                     COMP
 TC1385  LAPLACE CORR    -         -1.45  (seconds)                    DEFLEC18
 TC1385  DYNAMIC HEIGHT  -        358.856 (meters)     1177.35  (feet) COMP
 TC1385  MODELED GRAVITY -    980,795.3   (mgal)                       NAVD 88
 TC1385
 TC1385  VERT ORDER      -  SECOND    CLASS I
 TC1385
 TC1385  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 TC1385  Standards:
 TC1385         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 TC1385            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 TC1385  -------------------------------------------------------------------
 TC1385  NETWORK    0.40   0.69           0.18   0.14   0.35      0.00052821
 TC1385  -------------------------------------------------------------------
 TC1385  Click here for local accuracies and other accuracy information.
 TC1385
 TC1385.The horizontal coordinates were established by GPS observations
 TC1385.and adjusted by the National Geodetic Survey in June 2012.
 TC1385
 TC1385.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 TC1385.been affixed to the stable North American tectonic plate. See 
 TC1385.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 TC1385
 TC1385.The horizontal coordinates are valid at the epoch date displayed above
 TC1385.which is a decimal equivalence of Year/Month/Day.
 TC1385
 TC1385.The orthometric height was determined by differential leveling and
 TC1385.adjusted by the NATIONAL GEODETIC SURVEY
 TC1385.in June 1991.
 TC1385
 TC1385.Significant digits in the geoid height do not necessarily reflect accuracy.
 TC1385.GEOID18 height accuracy estimate available here.
 TC1385
 TC1385.Click photographs - Photos may exist for this station.
 TC1385
 TC1385.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 TC1385
 TC1385.The Laplace correction was computed from DEFLEC18 derived deflections.
 TC1385
 TC1385.The ellipsoidal height was determined by GPS observations
 TC1385.and is referenced to NAD 83.
 TC1385
 TC1385.The dynamic height is computed by dividing the NAVD 88
 TC1385.geopotential number by the normal gravity value computed on the
 TC1385.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TC1385.degrees latitude (g = 980.6199 gals.).
 TC1385
 TC1385.The modeled gravity was interpolated from observed gravity values.
 TC1385
 TC1385. The following values were computed from the NAD 83(2011) position.
 TC1385
 TC1385;                    North         East     Units Scale Factor Converg.
 TC1385;SPC MN N     -   285,106.985   695,039.764   MT  0.99991849   -1 02 45.0
 TC1385;SPC MN N     -   935,388.50  2,280,309.63   sFT  0.99991849   -1 02 45.0
 TC1385;UTM  15      - 5,334,787.023   387,631.809   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  =   0.99986675
 TC1385!UTM  15      -   0.99994825  x   0.99975514  =   0.99970341
 TC1385
 TC1385_U.S. NATIONAL GRID SPATIAL ADDRESS: 15UUP8763134787(NAD 83)
 TC1385
 TC1385|---------------------------------------------------------------------|
 TC1385| PID    Reference Object                     Distance      Geod. Az  |
 TC1385|                                                           dddmmss.s |
 TC1385| DG4788 KISHPORT                            177.925 METERS 24044     |
 TC1385|---------------------------------------------------------------------|
 TC1385
 TC1385                          SUPERSEDED SURVEY CONTROL
 TC1385
 TC1385  NAD 83(2007)-  48 09 23.02232(N)    094 30 39.45045(W) AD(2002.00) 0
 TC1385  ELLIP H (02/10/07)  330.212  (m)                       GP(2002.00)    
 TC1385  NAD 83(1996)-  48 09 23.02225(N)    094 30 39.45037(W) AD(       ) 1
 TC1385  ELLIP H (03/22/04)  330.216  (m)                       GP(       ) 3 2
 TC1385  NAVD 88             358.79   (m)         1177.1    (f) LEVELING    3  
 TC1385
 TC1385.Superseded values are not recommended for survey control.
 TC1385
 TC1385.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TC1385.See file dsdata.pdf to determine how the superseded data were derived.
 TC1385
 TC1385_MARKER: DV = VERTICAL CONTROL DISK
 TC1385_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 TC1385_STAMPING: 0413 AK 1983
 TC1385_MARK LOGO: MNDT
 TC1385_PROJECTION: PROJECTING 8 CENTIMETERS
 TC1385_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 TC1385_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 TC1385_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 TC1385+SATELLITE: SATELLITE OBSERVATIONS - May 15, 2017
 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  HISTORY     - 20111004 GOOD             MNDT
 TC1385  HISTORY     - 20140722 GOOD             MNDT
 TC1385  HISTORY     - 20170515 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
 TC1385
 TC1385                          STATION RECOVERY (2011)
 TC1385
 TC1385'RECOVERY NOTE BY MN DEPT OF TRANSP 2011 (JBG)
 TC1385'RECOVERED AS DESCRIBED.
 TC1385
 TC1385                          STATION RECOVERY (2014)
 TC1385
 TC1385'RECOVERY NOTE BY MN DEPT OF TRANSP 2014 (MAS)
 TC1385'RECOVERED AS DESCRIBED.
 TC1385
 TC1385                          STATION RECOVERY (2017)
 TC1385
 TC1385'RECOVERY NOTE BY MN DEPT OF TRANSP 2017 (DXW)
 TC1385'1.25 MILES SOUTH OF WASKISH, 1.25 MILES SOUTH ALONG TRUNK HIGHWAY 72
 TC1385'FROM BRIDGE NUMBER 04002 OVER TAMARAC RIVER IN WASKISH, AT TRUNK
 TC1385'HIGHWAY 72 MILEPOINT 35.35, 71.0 FEET SOUTHWEST OF TRUNK HIGHWAY 72,
 TC1385'38.0 FEET NORTH OF COUNTY ROAD 3 (LOU RAYNE BEACH ROAD NORTHEAST),
 TC1385'11.0 FEET NORTHWEST OF TELEPHONE CABLE PEDESTAL NUMBER 2 ABC 1, 1.0
 TC1385'FOOT EAST OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DO7143 ***********************************************************************
 DO7143  DESIGNATION -  0413 AL RESET
 DO7143  PID         -  DO7143
 DO7143  STATE/COUNTY-  MN/BELTRAMI
 DO7143  COUNTRY     -  US
 DO7143  USGS QUAD   -  WASKISH (2019)
 DO7143
 DO7143                         *CURRENT SURVEY CONTROL
 DO7143  ______________________________________________________________________
 DO7143* NAD 83(1986) POSITION- 48 08 49.66   (N) 094 30 38.19   (W)   HD_HELD1
 DO7143* NAVD 88 ORTHO HEIGHT -   359.350 (meters)     1178.97  (feet) ADJUSTED
 DO7143  ______________________________________________________________________
 DO7143  GEOID HEIGHT    -        -28.595 (meters)                     GEOID18
 DO7143  DYNAMIC HEIGHT  -        359.419 (meters)     1179.19  (feet) COMP
 DO7143  MODELED GRAVITY -    980,794.2   (mgal)                       NAVD 88
 DO7143
 DO7143  VERT ORDER      -  SECOND    CLASS I
 DO7143
 DO7143.The horizontal coordinates were determined by differentially corrected
 DO7143.hand held GPS observations or other comparable positioning techniques
 DO7143.and have an estimated accuracy of +/- 3 meters.
 DO7143
 DO7143.The orthometric height was determined by differential leveling and
 DO7143.adjusted by the NATIONAL GEODETIC SURVEY
 DO7143.in October 2013.
 DO7143
 DO7143.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO7143.GEOID18 height accuracy estimate available here.
 DO7143
 DO7143.Click photographs - Photos may exist for this station.
 DO7143
 DO7143.The dynamic height is computed by dividing the NAVD 88
 DO7143.geopotential number by the normal gravity value computed on the
 DO7143.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO7143.degrees latitude (g = 980.6199 gals.).
 DO7143
 DO7143.The modeled gravity was interpolated from observed gravity values.
 DO7143
 DO7143;                    North         East    Units  Estimated Accuracy
 DO7143;SPC MN N     -   284,076.3     695,047.0     MT  (+/- 3 meters HH1 GPS) 
 DO7143
 DO7143_U.S. NATIONAL GRID SPATIAL ADDRESS: 15UUP8763733756(NAD 83)
 DO7143
 DO7143                          SUPERSEDED SURVEY CONTROL
 DO7143
 DO7143.No superseded survey control is available for this station.
 DO7143
 DO7143_MARKER: I = METAL ROD
 DO7143_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DO7143_STAMPING: 0413 AL RESET 2011
 DO7143_MARK LOGO: MNDT
 DO7143_PROJECTION: RECESSED 8 CENTIMETERS
 DO7143_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DO7143_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DO7143_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DO7143+SATELLITE: SATELLITE OBSERVATIONS - September 27, 2016
 DO7143_ROD/PIPE-DEPTH: 4.6 meters
 DO7143
 DO7143  HISTORY     - Date     Condition        Report By
 DO7143  HISTORY     - 20111005 MONUMENTED       MNDT
 DO7143  HISTORY     - 20140722 GOOD             MNDT
 DO7143  HISTORY     - 20160927 GOOD             MNDT
 DO7143
 DO7143                          STATION DESCRIPTION
 DO7143
 DO7143'DESCRIBED BY MN DEPT OF TRANSP 2011
 DO7143'THE STATION IS LOCATED ABOUT 14.2 MI (22.8 KM) NORTH-NORTHEAST OF
 DO7143'SAUM, 9.0 MI (14.5 KM) NORTHEAST OF SHOTLEY AND 1.0 MI (1.6 KM) SOUTH
 DO7143'OF WASKISH.
 DO7143'
 DO7143'TO REACH THE MARK GO 1.95 MI (3.1 KM) SOUTH OF TRUNK HIGHWAY 72 FROM
 DO7143'THE JUNCTION OF TRUNK HIGHWAY 72 AND BRIDGE NUMBER 04002 OVER TAMARAC
 DO7143'RIVER IN WASKISH, AT TRUNK HIGHWAY 72 MILE POINT 34.65.
 DO7143'
 DO7143'THE MARK IS LOCATED 70.0 FT (21.3 M) WEST OF TRUNK HIGHWAY 72, 1.0 FT
 DO7143'(0.3 M) EAST OF A WITNESS POST.
 DO7143'
 DO7143'NOTE - THE STATION MARK CONSISTS OF A 3/4 INCH (19 MM) DIAMETER
 DO7143'ALUMINUM ROD DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL MARK
 DO7143'REMOVABLE DISK SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY
 DO7143'A SIX-INCH PVC PIPE BACKFILLED WITH WASHED SAND.
 DO7143
 DO7143                          STATION RECOVERY (2014)
 DO7143
 DO7143'RECOVERY NOTE BY MN DEPT OF TRANSP 2014 (MAS)
 DO7143'RECOVERED AS DESCRIBED.
 DO7143'
 DO7143'NOTE-THE STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM ROD
 DO7143'DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION REMOVABLE DISK
 DO7143'SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH PVC
 DO7143'PIPE BACK FILLED WITH WASHED SAND.
 DO7143
 DO7143                          STATION RECOVERY (2016)
 DO7143
 DO7143'RECOVERY NOTE BY MN DEPT OF TRANSP 2016 (DAS)
 DO7143'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 TC1387 ***********************************************************************
 TC1387  DESIGNATION -  0413 AM
 TC1387  PID         -  TC1387
 TC1387  STATE/COUNTY-  MN/BELTRAMI
 TC1387  COUNTRY     -  US
 TC1387  USGS QUAD   -  WASKISH (2019)
 TC1387
 TC1387                         *CURRENT SURVEY CONTROL
 TC1387  ______________________________________________________________________
 TC1387* NAD 83(1986) POSITION- 48 08 13.57   (N) 094 30 38.02   (W)   HD_HELD1
 TC1387* NAVD 88 ORTHO HEIGHT -   360.222 (meters)     1181.83  (feet) ADJUSTED
 TC1387  ______________________________________________________________________
 TC1387  GEOID HEIGHT    -        -28.588 (meters)                     GEOID18
 TC1387  DYNAMIC HEIGHT  -        360.292 (meters)     1182.06  (feet) COMP
 TC1387  MODELED GRAVITY -    980,793.2   (mgal)                       NAVD 88
 TC1387
 TC1387  VERT ORDER      -  SECOND    CLASS I
 TC1387
 TC1387.The horizontal coordinates were determined by differentially corrected
 TC1387.hand held GPS observations or other comparable positioning techniques
 TC1387.and have an estimated accuracy of +/- 3 meters.
 TC1387
 TC1387.The orthometric height was determined by differential leveling and
 TC1387.adjusted by the NATIONAL GEODETIC SURVEY
 TC1387.in June 1991.
 TC1387
 TC1387.Significant digits in the geoid height do not necessarily reflect accuracy.
 TC1387.GEOID18 height accuracy estimate available here.
 TC1387
 TC1387.Click photographs - Photos may exist for this station.
 TC1387
 TC1387.The dynamic height is computed by dividing the NAVD 88
 TC1387.geopotential number by the normal gravity value computed on the
 TC1387.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TC1387.degrees latitude (g = 980.6199 gals.).
 TC1387
 TC1387.The modeled gravity was interpolated from observed gravity values.
 TC1387
 TC1387;                    North         East    Units  Estimated Accuracy
 TC1387;SPC MN N     -   282,961.8     695,030.2     MT  (+/- 3 meters HH1 GPS) 
 TC1387
 TC1387_U.S. NATIONAL GRID SPATIAL ADDRESS: 15UUP8761932642(NAD 83)
 TC1387
 TC1387                          SUPERSEDED SURVEY CONTROL
 TC1387
 TC1387.No superseded survey control is available for this station.
 TC1387
 TC1387_MARKER: DV = VERTICAL CONTROL DISK
 TC1387_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 TC1387_STAMPING: 0413 AM 1983
 TC1387_MARK LOGO: MNDT
 TC1387_PROJECTION: PROJECTING 25 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 - July 22, 2014
 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  HISTORY     - 20111004 GOOD             MNDT
 TC1387  HISTORY     - 20140722 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
 TC1387
 TC1387                          STATION RECOVERY (2011)
 TC1387
 TC1387'RECOVERY NOTE BY MN DEPT OF TRANSP 2011 (JBG)
 TC1387'RECOVERED AS DESCRIBED.
 TC1387
 TC1387                          STATION RECOVERY (2014)
 TC1387
 TC1387'RECOVERY NOTE BY MN DEPT OF TRANSP 2014 (JAM)
 TC1387'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 TC1388 ***********************************************************************
 TC1388  DESIGNATION -  0413 AN
 TC1388  PID         -  TC1388
 TC1388  STATE/COUNTY-  MN/BELTRAMI
 TC1388  COUNTRY     -  US
 TC1388  USGS QUAD   -  WASKISH (2019)
 TC1388
 TC1388                         *CURRENT SURVEY CONTROL
 TC1388  ______________________________________________________________________
 TC1388* NAD 83(1986) POSITION- 48 07 34.0    (N) 094 30 38.1    (W)   HD_HELD2
 TC1388* NAVD 88 ORTHO HEIGHT -   360.861 (meters)     1183.92  (feet) ADJUSTED
 TC1388  ______________________________________________________________________
 TC1388  GEOID HEIGHT    -        -28.578 (meters)                     GEOID18
 TC1388  DYNAMIC HEIGHT  -        360.930 (meters)     1184.15  (feet) COMP
 TC1388  MODELED GRAVITY -    980,792.0   (mgal)                       NAVD 88
 TC1388
 TC1388  VERT ORDER      -  SECOND    CLASS I
 TC1388
 TC1388.The horizontal coordinates were established by autonomous hand held GPS
 TC1388.observations and have an estimated accuracy of +/- 10 meters.
 TC1388
 TC1388.The orthometric height was determined by differential leveling and
 TC1388.adjusted by the NATIONAL GEODETIC SURVEY
 TC1388.in June 1991.
 TC1388
 TC1388.Significant digits in the geoid height do not necessarily reflect accuracy.
 TC1388.GEOID18 height accuracy estimate available here.
 TC1388
 TC1388.Click photographs - Photos may exist for this station.
 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     -   281,740.      695,006.      MT  (+/- 10 meters HH2 GPS)
 TC1388
 TC1388_U.S. NATIONAL GRID SPATIAL ADDRESS: 15UUP8759331420(NAD 83)
 TC1388
 TC1388                          SUPERSEDED SURVEY CONTROL
 TC1388
 TC1388.No superseded survey control is available for this station.
 TC1388
 TC1388_MARKER: DV = VERTICAL CONTROL DISK
 TC1388_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 TC1388_STAMPING: 0413 AN 1983
 TC1388_MARK LOGO: MNDT
 TC1388_PROJECTION: PROJECTING 8 CENTIMETERS
 TC1388_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 TC1388_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 TC1388_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 TC1388+SATELLITE: SATELLITE OBSERVATIONS - July 22, 2014
 TC1388
 TC1388  HISTORY     - Date     Condition        Report By
 TC1388  HISTORY     - 1983     MONUMENTED       MNDT
 TC1388  HISTORY     - 20111004 GOOD             MNDT
 TC1388  HISTORY     - 20140722 GOOD             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.
 TC1388
 TC1388                          STATION RECOVERY (2011)
 TC1388
 TC1388'RECOVERY NOTE BY MN DEPT OF TRANSP 2011 (JBG)
 TC1388'RECOVERED AS DESCRIBED.
 TC1388
 TC1388                          STATION RECOVERY (2014)
 TC1388
 TC1388'RECOVERY NOTE BY MN DEPT OF TRANSP 2014 (JAM)
 TC1388'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 TC1389 ***********************************************************************
 TC1389  DESIGNATION -  0413 AO
 TC1389  PID         -  TC1389
 TC1389  STATE/COUNTY-  MN/BELTRAMI
 TC1389  COUNTRY     -  US
 TC1389  USGS QUAD   -  SHOTLEY BROOK (2019)
 TC1389
 TC1389                         *CURRENT SURVEY CONTROL
 TC1389  ______________________________________________________________________
 TC1389* NAD 83(1986) POSITION- 48 07 00.     (N) 094 30 35.     (W)   SCALED
 TC1389* NAVD 88 ORTHO HEIGHT -   363.496 (meters)     1192.57  (feet) ADJUSTED
 TC1389  ______________________________________________________________________
 TC1389  GEOID HEIGHT    -        -28.570 (meters)                     GEOID18
 TC1389  DYNAMIC HEIGHT  -        363.566 (meters)     1192.80  (feet) COMP
 TC1389  MODELED GRAVITY -    980,791.1   (mgal)                       NAVD 88
 TC1389
 TC1389  VERT ORDER      -  SECOND    CLASS I
 TC1389
 TC1389.The horizontal coordinates were scaled from a map and have
 TC1389.an estimated accuracy of +/- 6 seconds.
 TC1389
 TC1389.The orthometric height was determined by differential leveling and
 TC1389.adjusted by the NATIONAL GEODETIC SURVEY
 TC1389.in June 1991.
 TC1389
 TC1389.Significant digits in the geoid height do not necessarily reflect accuracy.
 TC1389.GEOID18 height accuracy estimate available here.
 TC1389
 TC1389.Click photographs - Photos may exist for this station.
 TC1389
 TC1389.The dynamic height is computed by dividing the NAVD 88
 TC1389.geopotential number by the normal gravity value computed on the
 TC1389.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TC1389.degrees latitude (g = 980.6199 gals.).
 TC1389
 TC1389.The modeled gravity was interpolated from observed gravity values.
 TC1389
 TC1389;                    North         East    Units  Estimated Accuracy
 TC1389;SPC MN N     -   280,690.      695,050.      MT  (+/- 180 meters Scaled)
 TC1389
 TC1389_U.S. NATIONAL GRID SPATIAL ADDRESS: 15UUP876303(NAD 83)
 TC1389
 TC1389                          SUPERSEDED SURVEY CONTROL
 TC1389
 TC1389.No superseded survey control is available for this station.
 TC1389
 TC1389_MARKER: DV = VERTICAL CONTROL DISK
 TC1389_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 TC1389_STAMPING: 0413 AO 1983
 TC1389_MARK LOGO: MNDT
 TC1389_PROJECTION: FLUSH
 TC1389_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 TC1389_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 TC1389_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 TC1389+SATELLITE: SATELLITE OBSERVATIONS - July 21, 2014
 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  HISTORY     - 20140721 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
 TC1389
 TC1389                          STATION RECOVERY (2014)
 TC1389
 TC1389'RECOVERY NOTE BY MN DEPT OF TRANSP 2014 (MAS)
 TC1389'THE MARK IS LOCATED ABOUT 4.0 MI (6.4 KM) SOUTH OF WASKISH.
 TC1389'
 TC1389'TO REACH THE MARK GO 4.05 MI (6.52 KM) SOUTH ALONG TRUNK HIGHWAY 72
 TC1389'FROM BRIDGE 04002 OVER TAMARAC RIVER IN WASKISH, AT TRUNK HIGHWAY 72
 TC1389'MILE POINT 32.55.
 TC1389'
 TC1389'THE MARK IS LOCATED 71.0 FT (21.6 M) EAST OF TRUNK HIGHWAY 72, 27.0 FT
 TC1389'(8.2 M) NORTH OF ENTRANCE EAST, 13.0 FT (4.0 M) SOUTH-SOUTHEAST OF
 TC1389'TELEPHONE CABLE PEDESTAL, 1.0 FT (0.3 M) WEST OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 TC1390 ***********************************************************************
 TC1390  DESIGNATION -  0413 AP
 TC1390  PID         -  TC1390
 TC1390  STATE/COUNTY-  MN/BELTRAMI
 TC1390  COUNTRY     -  US
 TC1390  USGS QUAD   -  SHOTLEY BROOK (2019)
 TC1390
 TC1390                         *CURRENT SURVEY CONTROL
 TC1390  ______________________________________________________________________
 TC1390* NAD 83(2011) POSITION- 48 05 53.82378(N) 094 30 35.97101(W)   ADJUSTED
 TC1390* NAD 83(2011) ELLIP HT-   338.616 (meters)        (06/27/12)   ADJUSTED
 TC1390* NAD 83(2011) EPOCH   -  2010.00
 TC1390* NAVD 88 ORTHO HEIGHT -   367.168 (meters)     1204.62  (feet) ADJUSTED
 TC1390  ______________________________________________________________________
 TC1390  GEOID HEIGHT    -        -28.552 (meters)                     GEOID18
 TC1390  NAD 83(2011) X  -   -335,590.985 (meters)                     COMP
 TC1390  NAD 83(2011) Y  - -4,254,601.610 (meters)                     COMP
 TC1390  NAD 83(2011) Z  -  4,724,433.894 (meters)                     COMP
 TC1390  LAPLACE CORR    -         -1.13  (seconds)                    DEFLEC18
 TC1390  DYNAMIC HEIGHT  -        367.237 (meters)     1204.84  (feet) COMP
 TC1390  MODELED GRAVITY -    980,789.2   (mgal)                       NAVD 88
 TC1390
 TC1390  VERT ORDER      -  SECOND    CLASS I
 TC1390
 TC1390  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 TC1390  Standards:
 TC1390         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 TC1390            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 TC1390  -------------------------------------------------------------------
 TC1390  NETWORK    0.42   0.74           0.19   0.15   0.38      0.02425817
 TC1390  -------------------------------------------------------------------
 TC1390  Click here for local accuracies and other accuracy information.
 TC1390
 TC1390.The horizontal coordinates were established by GPS observations
 TC1390.and adjusted by the National Geodetic Survey in June 2012.
 TC1390
 TC1390.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 TC1390.been affixed to the stable North American tectonic plate. See 
 TC1390.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 TC1390
 TC1390.The horizontal coordinates are valid at the epoch date displayed above
 TC1390.which is a decimal equivalence of Year/Month/Day.
 TC1390
 TC1390.The orthometric height was determined by differential leveling and
 TC1390.adjusted by the NATIONAL GEODETIC SURVEY
 TC1390.in April 2020.
 TC1390
 TC1390.Significant digits in the geoid height do not necessarily reflect accuracy.
 TC1390.GEOID18 height accuracy estimate available here.
 TC1390
 TC1390.Click photographs - Photos may exist for this station.
 TC1390
 TC1390.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 TC1390
 TC1390.The Laplace correction was computed from DEFLEC18 derived deflections.
 TC1390
 TC1390.The ellipsoidal height was determined by GPS observations
 TC1390.and is referenced to NAD 83.
 TC1390
 TC1390.The dynamic height is computed by dividing the NAVD 88
 TC1390.geopotential number by the normal gravity value computed on the
 TC1390.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TC1390.degrees latitude (g = 980.6199 gals.).
 TC1390
 TC1390.The modeled gravity was interpolated from observed gravity values.
 TC1390
 TC1390. The following values were computed from the NAD 83(2011) position.
 TC1390
 TC1390;                    North         East     Units Scale Factor Converg.
 TC1390;SPC MN N     -   278,645.802   694,993.791   MT  0.99991333   -1 02 42.4
 TC1390;SPC MN N     -   914,190.44  2,280,158.80   sFT  0.99991333   -1 02 42.4
 TC1390;UTM  15      - 5,328,326.947   387,576.892   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  =   0.99986027
 TC1390!UTM  15      -   0.99994693  x   0.99975530  =   0.99970224
 TC1390
 TC1390:                Primary Azimuth Mark                     Grid Az
 TC1390:SPC MN N     -  TRAP                                     357 28 37.7
 TC1390:UTM  15      -  TRAP                                     357 33 21.7
 TC1390
 TC1390_U.S. NATIONAL GRID SPATIAL ADDRESS: 15UUP8757628326(NAD 83)
 TC1390
 TC1390|---------------------------------------------------------------------|
 TC1390| PID    Reference Object                     Distance      Geod. Az  |
 TC1390|                                                           dddmmss.s |
 TC1390| DG4793 TRAP                                APPROX. 0.5 KM 3562555.3 |
 TC1390|---------------------------------------------------------------------|
 TC1390
 TC1390                          SUPERSEDED SURVEY CONTROL
 TC1390
 TC1390  NAD 83(2007)-  48 05 53.82390(N)    094 30 35.97189(W) AD(2002.00) 0
 TC1390  ELLIP H (02/10/07)  338.650  (m)                       GP(2002.00)    
 TC1390  NAD 83(1996)-  48 05 53.82380(N)    094 30 35.97179(W) AD(       ) 1
 TC1390  ELLIP H (03/22/04)  338.653  (m)                       GP(       ) 3 2
 TC1390  NAVD 88             367.17   (m)         1204.6    (f) LEVELING    3  
 TC1390  NAVD 88 (06/15/91)  367.169  (m)         1204.62   (f) SUPERSEDED  2 1
 TC1390
 TC1390.Superseded values are not recommended for survey control.
 TC1390
 TC1390.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TC1390.See file dsdata.pdf to determine how the superseded data were derived.
 TC1390
 TC1390_MARKER: DV = VERTICAL CONTROL DISK
 TC1390_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 TC1390_STAMPING: 0413 AP 1983
 TC1390_MARK LOGO: MNDT
 TC1390_PROJECTION: FLUSH
 TC1390_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 TC1390_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 TC1390_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 TC1390+SATELLITE: SATELLITE OBSERVATIONS - May 11, 2017
 TC1390_ROD/PIPE-DEPTH: 6.1 meters
 TC1390
 TC1390  HISTORY     - Date     Condition        Report By
 TC1390  HISTORY     - 1983     MONUMENTED       MNDT
 TC1390  HISTORY     - 20030909 GOOD             MNDT
 TC1390  HISTORY     - 20061106 GOOD             MNDT
 TC1390  HISTORY     - 20061111 GOOD             USPSQD
 TC1390  HISTORY     - 20140722 GOOD             MNDT
 TC1390  HISTORY     - 20170511 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
 TC1390
 TC1390                          STATION RECOVERY (2006)
 TC1390
 TC1390'RECOVERY NOTE BY MN DEPT OF TRANSP 2006 (DJS)
 TC1390'5.25 MILES SOUTH OF WASKISH, 5.3 MILES SOUTH OF TRUNK HIGHWAY 72
 TC1390'BRIDGE 04002 OVER TAMARAC RIVER, AT TRUNK HIGHWAY 72 MILEPOINT 31.3,
 TC1390'61.0 FEET WEST OF TRUNK HIGHWAY 72, 89 FEET SOUTH OF POWER POLE NUMBER
 TC1390'7-5-38, 1.0 FEET WEST OF WITNESS POST.
 TC1390
 TC1390                          STATION RECOVERY (2006)
 TC1390
 TC1390'RECOVERY NOTE BY US POWER SQUADRON 2006 (ATD)
 TC1390'RECOVERED IN GOOD CONDITION.
 TC1390
 TC1390                          STATION RECOVERY (2014)
 TC1390
 TC1390'RECOVERY NOTE BY MN DEPT OF TRANSP 2014 (MAS)
 TC1390'RECOVERED AS DESCRIBED.
 TC1390
 TC1390                          STATION RECOVERY (2017)
 TC1390
 TC1390'RECOVERY NOTE BY MN DEPT OF TRANSP 2017 (ALS)
 TC1390'5.25 MILES SOUTH OF WASKISH, 5.3 MILES SOUTH ALONG TRUNK HIGHWAY 72
 TC1390'FROM TRUNK HIGHWAY 72 BRIDGE NUMBER 04002 OVER TAMARAC RIVER IN
 TC1390'WASKISH, AT TRUNK HIGHWAY 72 MILEPOINT 31.3, 61.0 FEET WEST OF TRUNK
 TC1390'HIGHWAY 72, 89.0 FEET SOUTH OF A POWER POLE NUMBER 7-5-38, 1.0 FOOT
 TC1390'WEST OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 TC1392 ***********************************************************************
 TC1392  DESIGNATION -  0413 AR
 TC1392  PID         -  TC1392
 TC1392  STATE/COUNTY-  MN/BELTRAMI
 TC1392  COUNTRY     -  US
 TC1392  USGS QUAD   -  NORMAN LAKE SW (2019)
 TC1392
 TC1392                         *CURRENT SURVEY CONTROL
 TC1392  ______________________________________________________________________
 TC1392* NAD 83(1986) POSITION- 48 04 40.69   (N) 094 29 51.48   (W)   HD_HELD1
 TC1392* NAVD 88 ORTHO HEIGHT -   369.152 (meters)     1211.13  (feet) ADJUSTED
 TC1392  ______________________________________________________________________
 TC1392  GEOID HEIGHT    -        -28.533 (meters)                     GEOID18
 TC1392  DYNAMIC HEIGHT  -        369.221 (meters)     1211.35  (feet) COMP
 TC1392  MODELED GRAVITY -    980,787.7   (mgal)                       NAVD 88
 TC1392
 TC1392  VERT ORDER      -  SECOND    CLASS I
 TC1392
 TC1392.The horizontal coordinates were determined by differentially corrected
 TC1392.hand held GPS observations or other comparable positioning techniques
 TC1392.and have an estimated accuracy of +/- 3 meters.
 TC1392
 TC1392.The orthometric height was determined by differential leveling and
 TC1392.adjusted by the NATIONAL GEODETIC SURVEY
 TC1392.in April 2020.
 TC1392
 TC1392.Significant digits in the geoid height do not necessarily reflect accuracy.
 TC1392.GEOID18 height accuracy estimate available here.
 TC1392
 TC1392.Click photographs - Photos may exist for this station.
 TC1392
 TC1392.The dynamic height is computed by dividing the NAVD 88
 TC1392.geopotential number by the normal gravity value computed on the
 TC1392.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TC1392.degrees latitude (g = 980.6199 gals.).
 TC1392
 TC1392.The modeled gravity was interpolated from observed gravity values.
 TC1392
 TC1392;                    North         East    Units  Estimated Accuracy
 TC1392;SPC MN N     -   276,370.8     695,873.2     MT  (+/- 3 meters HH1 GPS) 
 TC1392
 TC1392_U.S. NATIONAL GRID SPATIAL ADDRESS: 15UUP8845326051(NAD 83)
 TC1392
 TC1392                          SUPERSEDED SURVEY CONTROL
 TC1392
 TC1392  NAVD 88 (06/15/91)  369.153  (m)         1211.13   (f) SUPERSEDED  2 1
 TC1392
 TC1392.Superseded values are not recommended for survey control.
 TC1392
 TC1392.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TC1392.See file dsdata.pdf to determine how the superseded data were derived.
 TC1392
 TC1392_MARKER: DV = VERTICAL CONTROL DISK
 TC1392_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 TC1392_STAMPING: 0413 AR 1983
 TC1392_MARK LOGO: MNDT
 TC1392_PROJECTION: PROJECTING 5 CENTIMETERS
 TC1392_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 TC1392_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 TC1392_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 TC1392+SATELLITE: SATELLITE OBSERVATIONS - July 22, 2014
 TC1392_ROD/PIPE-DEPTH: 6.7 meters
 TC1392
 TC1392  HISTORY     - Date     Condition        Report By
 TC1392  HISTORY     - 1983     MONUMENTED       MNDT
 TC1392  HISTORY     - 20030909 GOOD             MNDT
 TC1392  HISTORY     - 20061111 GOOD             USPSQD
 TC1392  HISTORY     - 20140722 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
 TC1392
 TC1392                          STATION RECOVERY (2006)
 TC1392
 TC1392'RECOVERY NOTE BY US POWER SQUADRON 2006 (ATD)
 TC1392'RECOVERED IN GOOD CONDITION.
 TC1392
 TC1392                          STATION RECOVERY (2014)
 TC1392
 TC1392'RECOVERY NOTE BY MN DEPT OF TRANSP 2014 (KMS)
 TC1392'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 TC1394 ***********************************************************************
 TC1394  DESIGNATION -  0413 AS
 TC1394  PID         -  TC1394
 TC1394  STATE/COUNTY-  MN/BELTRAMI
 TC1394  COUNTRY     -  US
 TC1394  USGS QUAD   -  NORMAN LAKE SW (2019)
 TC1394
 TC1394                         *CURRENT SURVEY CONTROL
 TC1394  ______________________________________________________________________
 TC1394* NAD 83(1986) POSITION- 48 03 26.67   (N) 094 28 57.62   (W)   HD_HELD1
 TC1394* NAVD 88 ORTHO HEIGHT -   374.707 (meters)     1229.35  (feet) ADJUSTED
 TC1394  ______________________________________________________________________
 TC1394  GEOID HEIGHT    -        -28.513 (meters)                     GEOID18
 TC1394  DYNAMIC HEIGHT  -        374.777 (meters)     1229.58  (feet) COMP
 TC1394  MODELED GRAVITY -    980,786.2   (mgal)                       NAVD 88
 TC1394
 TC1394  VERT ORDER      -  SECOND    CLASS I
 TC1394
 TC1394.The horizontal coordinates were determined by differentially corrected
 TC1394.hand held GPS observations or other comparable positioning techniques
 TC1394.and have an estimated accuracy of +/- 3 meters.
 TC1394
 TC1394.The orthometric height was determined by differential leveling and
 TC1394.adjusted by the NATIONAL GEODETIC SURVEY
 TC1394.in April 2020.
 TC1394
 TC1394.Significant digits in the geoid height do not necessarily reflect accuracy.
 TC1394.GEOID18 height accuracy estimate available here.
 TC1394
 TC1394.Click photographs - Photos may exist for this station.
 TC1394
 TC1394.The dynamic height is computed by dividing the NAVD 88
 TC1394.geopotential number by the normal gravity value computed on the
 TC1394.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TC1394.degrees latitude (g = 980.6199 gals.).
 TC1394
 TC1394.The modeled gravity was interpolated from observed gravity values.
 TC1394
 TC1394;                    North         East    Units  Estimated Accuracy
 TC1394;SPC MN N     -   274,065.1     696,946.9     MT  (+/- 3 meters HH1 GPS) 
 TC1394
 TC1394_U.S. NATIONAL GRID SPATIAL ADDRESS: 15UUP8952323744(NAD 83)
 TC1394
 TC1394                          SUPERSEDED SURVEY CONTROL
 TC1394
 TC1394  NAVD 88 (06/15/91)  374.693  (m)         1229.31   (f) SUPERSEDED  2 1
 TC1394
 TC1394.Superseded values are not recommended for survey control.
 TC1394
 TC1394.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TC1394.See file dsdata.pdf to determine how the superseded data were derived.
 TC1394
 TC1394_MARKER: DV = VERTICAL CONTROL DISK
 TC1394_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 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 - July 21, 2014
 TC1394_ROD/PIPE-DEPTH: 4.6 meters
 TC1394
 TC1394  HISTORY     - Date     Condition        Report By
 TC1394  HISTORY     - 1983     MONUMENTED       MNDT
 TC1394  HISTORY     - 20030909 GOOD             MNDT
 TC1394  HISTORY     - 20061111 GOOD             USPSQD
 TC1394  HISTORY     - 20140721 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
 TC1394
 TC1394                          STATION RECOVERY (2006)
 TC1394
 TC1394'RECOVERY NOTE BY US POWER SQUADRON 2006 (ATD)
 TC1394'RECOVERED IN GOOD CONDITION.
 TC1394
 TC1394                          STATION RECOVERY (2014)
 TC1394
 TC1394'RECOVERY NOTE BY MN DEPT OF TRANSP 2014 (JAM)
 TC1394'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 TC1395 ***********************************************************************
 TC1395  DESIGNATION -  0413 AT
 TC1395  PID         -  TC1395
 TC1395  STATE/COUNTY-  MN/BELTRAMI
 TC1395  COUNTRY     -  US
 TC1395  USGS QUAD   -  NORMAN LAKE SW (2019)
 TC1395
 TC1395                         *CURRENT SURVEY CONTROL
 TC1395  ______________________________________________________________________
 TC1395* NAD 83(2011) POSITION- 48 02 53.12513(N) 094 28 16.08867(W)   ADJUSTED
 TC1395* NAD 83(2011) ELLIP HT-   347.580 (meters)        (06/27/12)   ADJUSTED
 TC1395* NAD 83(2011) EPOCH   -  2010.00
 TC1395* NAVD 88 ORTHO HEIGHT -   376.092 (meters)     1233.90  (feet) ADJUSTED
 TC1395  ______________________________________________________________________
 TC1395  GEOID HEIGHT    -        -28.505 (meters)                     GEOID18
 TC1395  NAD 83(2011) X  -   -333,029.761 (meters)                     COMP
 TC1395  NAD 83(2011) Y  - -4,258,974.158 (meters)                     COMP
 TC1395  NAD 83(2011) Z  -  4,720,711.135 (meters)                     COMP
 TC1395  LAPLACE CORR    -         -1.09  (seconds)                    DEFLEC18
 TC1395  DYNAMIC HEIGHT  -        376.161 (meters)     1234.12  (feet) COMP
 TC1395  MODELED GRAVITY -    980,785.3   (mgal)                       NAVD 88
 TC1395
 TC1395  VERT ORDER      -  SECOND    CLASS I
 TC1395
 TC1395  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 TC1395  Standards:
 TC1395         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 TC1395            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 TC1395  -------------------------------------------------------------------
 TC1395  NETWORK    0.42   0.78           0.19   0.15   0.40      0.02395707
 TC1395  -------------------------------------------------------------------
 TC1395  Click here for local accuracies and other accuracy information.
 TC1395
 TC1395.The horizontal coordinates were established by GPS observations
 TC1395.and adjusted by the National Geodetic Survey in June 2012.
 TC1395
 TC1395.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 TC1395.been affixed to the stable North American tectonic plate. See 
 TC1395.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 TC1395
 TC1395.The horizontal coordinates are valid at the epoch date displayed above
 TC1395.which is a decimal equivalence of Year/Month/Day.
 TC1395
 TC1395.The orthometric height was determined by differential leveling and
 TC1395.adjusted by the NATIONAL GEODETIC SURVEY
 TC1395.in April 2020.
 TC1395
 TC1395.Significant digits in the geoid height do not necessarily reflect accuracy.
 TC1395.GEOID18 height accuracy estimate available here.
 TC1395
 TC1395.Click photographs - Photos may exist for this station.
 TC1395
 TC1395.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 TC1395
 TC1395.The Laplace correction was computed from DEFLEC18 derived deflections.
 TC1395
 TC1395.The ellipsoidal height was determined by GPS observations
 TC1395.and is referenced to NAD 83.
 TC1395
 TC1395.The dynamic height is computed by dividing the NAVD 88
 TC1395.geopotential number by the normal gravity value computed on the
 TC1395.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TC1395.degrees latitude (g = 980.6199 gals.).
 TC1395
 TC1395.The modeled gravity was interpolated from observed gravity values.
 TC1395
 TC1395. The following values were computed from the NAD 83(2011) position.
 TC1395
 TC1395;                    North         East     Units Scale Factor Converg.
 TC1395;SPC MN N     -   273,013.951   697,788.233   MT  0.99990969   -1 00 58.7
 TC1395;SPC MN N     -   895,713.27  2,289,326.89   sFT  0.99990969   -1 00 58.7
 TC1395;UTM  15      - 5,322,692.181   390,363.181   MT  0.99974770   -1 05 39.1
 TC1395
 TC1395!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TC1395!SPC MN N     -   0.99994553  x   0.99990969  =   0.99985522
 TC1395!UTM  15      -   0.99994553  x   0.99974770  =   0.99969324
 TC1395
 TC1395:                Primary Azimuth Mark                     Grid Az
 TC1395:SPC MN N     -  0413 AU                                  139 49 36.7
 TC1395:UTM  15      -  0413 AU                                  139 54 17.1
 TC1395
 TC1395_U.S. NATIONAL GRID SPATIAL ADDRESS: 15UUP9036322692(NAD 83)
 TC1395
 TC1395|---------------------------------------------------------------------|
 TC1395| PID    Reference Object                     Distance      Geod. Az  |
 TC1395|                                                           dddmmss.s |
 TC1395| TC1396 0413 AU                             APPROX. 1.0 KM 1384838.0 |
 TC1395|---------------------------------------------------------------------|
 TC1395
 TC1395                          SUPERSEDED SURVEY CONTROL
 TC1395
 TC1395  NAD 83(2007)-  48 02 53.12496(N)    094 28 16.08905(W) AD(2002.00) 0
 TC1395  ELLIP H (02/10/07)  347.617  (m)                       GP(2002.00)    
 TC1395  NAD 83(1996)-  48 02 53.12474(N)    094 28 16.08876(W) AD(       ) 1
 TC1395  ELLIP H (03/22/04)  347.629  (m)                       GP(       ) 3 2
 TC1395  NAVD 88             376.08   (m)         1233.9    (f) LEVELING    3  
 TC1395  NAVD 88 (06/15/91)  376.078  (m)         1233.85   (f) SUPERSEDED  2 1
 TC1395
 TC1395.Superseded values are not recommended for survey control.
 TC1395
 TC1395.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TC1395.See file dsdata.pdf to determine how the superseded data were derived.
 TC1395
 TC1395_MARKER: DV = VERTICAL CONTROL DISK
 TC1395_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 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 - May 11, 2017
 TC1395_ROD/PIPE-DEPTH: 4.6 meters
 TC1395
 TC1395  HISTORY     - Date     Condition        Report By
 TC1395  HISTORY     - 1983     MONUMENTED       MNDT
 TC1395  HISTORY     - 20030909 GOOD             MNDT
 TC1395  HISTORY     - 20061111 GOOD             USPSQD
 TC1395  HISTORY     - 20140721 GOOD             MNDT
 TC1395  HISTORY     - 20170511 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
 TC1395
 TC1395                          STATION RECOVERY (2006)
 TC1395
 TC1395'RECOVERY NOTE BY US POWER SQUADRON 2006 (ATD)
 TC1395'RECOVERED IN GOOD CONDITION.
 TC1395
 TC1395                          STATION RECOVERY (2014)
 TC1395
 TC1395'RECOVERY NOTE BY MN DEPT OF TRANSP 2014 (MAS)
 TC1395'RECOVERED AS DESCRIBED.
 TC1395
 TC1395                          STATION RECOVERY (2017)
 TC1395
 TC1395'RECOVERY NOTE BY MN DEPT OF TRANSP 2017 (JLM)
 TC1395'7.75 MILES NORTH OF KELLIHER, 7.75 MILES NORTH ALONG TRUNK HIGHWAY 72
 TC1395'FROM THE JUNCTION OF TRUNK HIGHWAY 72 AND COUNTY ROAD 36 IN KELLIHER,
 TC1395'AT TRUNK HIGHWAY 72 MILEPOINT 27.4, 72.0 FEET SOUTHWEST OF TRUNK
 TC1395'HIGHWAY 72, 29.0 FEET NORTH OF ENTRANCE WEST, 18.0 FEET NORTHWEST OF
 TC1395'CABLE PEDESTAL, 1.0 FOOT EAST OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 TC1396 ***********************************************************************
 TC1396  DESIGNATION -  0413 AU
 TC1396  PID         -  TC1396
 TC1396  STATE/COUNTY-  MN/BELTRAMI
 TC1396  COUNTRY     -  US
 TC1396  USGS QUAD   -  NORMAN LAKE SW (2019)
 TC1396
 TC1396                         *CURRENT SURVEY CONTROL
 TC1396  ______________________________________________________________________
 TC1396* NAD 83(2011) POSITION- 48 02 27.97107(N) 094 27 43.26578(W)   ADJUSTED
 TC1396* NAD 83(2011) ELLIP HT-   348.885 (meters)        (06/27/12)   ADJUSTED
 TC1396* NAD 83(2011) EPOCH   -  2010.00
 TC1396* NAVD 88 ORTHO HEIGHT -   377.388 (meters)     1238.15  (feet) ADJUSTED
 TC1396  ______________________________________________________________________
 TC1396  GEOID HEIGHT    -        -28.499 (meters)                     GEOID18
 TC1396  NAD 83(2011) X  -   -332,397.046 (meters)                     COMP
 TC1396  NAD 83(2011) Y  - -4,259,604.018 (meters)                     COMP
 TC1396  NAD 83(2011) Z  -  4,720,192.666 (meters)                     COMP
 TC1396  LAPLACE CORR    -         -1.11  (seconds)                    DEFLEC18
 TC1396  DYNAMIC HEIGHT  -        377.458 (meters)     1238.38  (feet) COMP
 TC1396  MODELED GRAVITY -    980,784.4   (mgal)                       NAVD 88
 TC1396
 TC1396  VERT ORDER      -  SECOND    CLASS I
 TC1396
 TC1396  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 TC1396  Standards:
 TC1396         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 TC1396            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 TC1396  -------------------------------------------------------------------
 TC1396  NETWORK    0.53   0.59           0.24   0.19   0.30      0.02103620
 TC1396  -------------------------------------------------------------------
 TC1396  Click here for local accuracies and other accuracy information.
 TC1396
 TC1396.The horizontal coordinates were established by GPS observations
 TC1396.and adjusted by the National Geodetic Survey in June 2012.
 TC1396
 TC1396.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 TC1396.been affixed to the stable North American tectonic plate. See 
 TC1396.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 TC1396
 TC1396.The horizontal coordinates are valid at the epoch date displayed above
 TC1396.which is a decimal equivalence of Year/Month/Day.
 TC1396
 TC1396.The orthometric height was determined by differential leveling and
 TC1396.adjusted by the NATIONAL GEODETIC SURVEY
 TC1396.in June 1991.
 TC1396
 TC1396.Significant digits in the geoid height do not necessarily reflect accuracy.
 TC1396.GEOID18 height accuracy estimate available here.
 TC1396
 TC1396.Click photographs - Photos may exist for this station.
 TC1396
 TC1396.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 TC1396
 TC1396.The Laplace correction was computed from DEFLEC18 derived deflections.
 TC1396
 TC1396.The ellipsoidal height was determined by GPS observations
 TC1396.and is referenced to NAD 83.
 TC1396
 TC1396.The dynamic height is computed by dividing the NAVD 88
 TC1396.geopotential number by the normal gravity value computed on the
 TC1396.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TC1396.degrees latitude (g = 980.6199 gals.).
 TC1396
 TC1396.The modeled gravity was interpolated from observed gravity values.
 TC1396
 TC1396. The following values were computed from the NAD 83(2011) position.
 TC1396
 TC1396;                    North         East     Units Scale Factor Converg.
 TC1396;SPC MN N     -   272,225.207   698,454.140   MT  0.99990925   -1 00 34.4
 TC1396;SPC MN N     -   893,125.53  2,291,511.62   sFT  0.99990925   -1 00 34.4
 TC1396;UTM  15      - 5,321,902.661   391,027.908   MT  0.99974591   -1 05 14.3
 TC1396
 TC1396!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TC1396!SPC MN N     -   0.99994532  x   0.99990925  =   0.99985458
 TC1396!UTM  15      -   0.99994532  x   0.99974591  =   0.99969125
 TC1396
 TC1396:                Primary Azimuth Mark                     Grid Az
 TC1396:SPC MN N     -  0413 AT                                  319 49 36.8
 TC1396:UTM  15      -  0413 AT                                  319 54 16.7
 TC1396
 TC1396_U.S. NATIONAL GRID SPATIAL ADDRESS: 15UUP9102721902(NAD 83)
 TC1396
 TC1396|---------------------------------------------------------------------|
 TC1396| PID    Reference Object                     Distance      Geod. Az  |
 TC1396|                                                           dddmmss.s |
 TC1396| TC1395 0413 AT                             APPROX. 1.0 KM 3184902.4 |
 TC1396|---------------------------------------------------------------------|
 TC1396
 TC1396                          SUPERSEDED SURVEY CONTROL
 TC1396
 TC1396  NAD 83(2007)-  48 02 27.97089(N)    094 27 43.26610(W) AD(2002.00) 0
 TC1396  ELLIP H (02/10/07)  348.922  (m)                       GP(2002.00)    
 TC1396  NAD 83(1996)-  48 02 27.97066(N)    094 27 43.26581(W) AD(       ) 1
 TC1396  ELLIP H (03/22/04)  348.934  (m)                       GP(       ) 3 2
 TC1396  NAVD 88             377.39   (m)         1238.2    (f) LEVELING    3  
 TC1396
 TC1396.Superseded values are not recommended for survey control.
 TC1396
 TC1396.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TC1396.See file dsdata.pdf to determine how the superseded data were derived.
 TC1396
 TC1396_MARKER: DV = VERTICAL CONTROL DISK
 TC1396_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 TC1396_STAMPING: 0413 AU 1983
 TC1396_MARK LOGO: MNDT
 TC1396_PROJECTION: PROJECTING 13 CENTIMETERS
 TC1396_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 TC1396_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 TC1396_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 TC1396+SATELLITE: SATELLITE OBSERVATIONS - September 27, 2016
 TC1396_ROD/PIPE-DEPTH: 6.1 meters
 TC1396
 TC1396  HISTORY     - Date     Condition        Report By
 TC1396  HISTORY     - 1983     MONUMENTED       MNDT
 TC1396  HISTORY     - 20030908 GOOD             MNDT
 TC1396  HISTORY     - 20061111 GOOD             USPSQD
 TC1396  HISTORY     - 20070131 GOOD             MNDT
 TC1396  HISTORY     - 20140721 GOOD             MNDT
 TC1396  HISTORY     - 20160927 GOOD             MNDT
 TC1396
 TC1396                          STATION DESCRIPTION
 TC1396
 TC1396'DESCRIBED BY MN DEPT OF TRANSP 1983
 TC1396'7.15 MI NORTH FROM KELLIHER.
 TC1396'THE MARK IS LOCATED ABOUT 7-1/4 MILES NORTH OF THE TOWN OF KELLIHER,
 TC1396'IN THE SW 1/4 OF SECTION 26, T153N, R30W, 7.15 MILES NORTH ALONG
 TC1396'TRUNK HIGHWAY 72 FROM ITS JUNCTION WITH COUNTY ROAD 36 IN KELLIHER,
 TC1396'47.0 FEET EAST OF THE CENTERLINE OF TRUNK HIGHWAY 72 AT MILEPOINT
 TC1396'26.8, 14 FEET SOUTH OF A TELEPHONE CABLE PEDESTAL, AND 1.0 FOOT WEST
 TC1396'OF A STEEL WITNESS POST.  THE MARK, A STANDARD MNDT ALUMINUM VERTICAL
 TC1396'CONTROL MONUMENT DISK STAMPED---0413 AU 1983---, IS SET ON THE TOP OF
 TC1396'A 3/4 INCH DIAMETER BY 20 FOOT LONG DRIVEN ALUMINUM ROD THAT PROJECTS
 TC1396'0.6 FOOT ABOVE THE SURFACE OF THE GROUND AND IS ABOUT 3 FEET BELOW
 TC1396'THE LEVEL OF TRUNK HIGHWAY 72.  A MAGNET IN THE DISK MAKES THE MARK
 TC1396'MAGNETIC.
 TC1396
 TC1396                          STATION RECOVERY (2003)
 TC1396
 TC1396'RECOVERY NOTE BY MN DEPT OF TRANSP 2003 (MPP)
 TC1396'7.25 MILES NORTH OF KELLIHER, 7.15 MILES NORTH OF JUNCTION OF TRUNK
 TC1396'HIGHWAY 72 AND COUNTY ROAD 36, AT TRUNK HIGHWAY 72 MILEPOINT 26.8,
 TC1396'47.0 FEET NORTHEAST OF TRUNK HIGHWAY 72, 14 FEET SOUTH OF TELEPHONE
 TC1396'CABLE PEDESTAL NUMBER AW11LP7, 1.0 FEET SOUTHWEST OF WITNESS POST
 TC1396
 TC1396                          STATION RECOVERY (2006)
 TC1396
 TC1396'RECOVERY NOTE BY US POWER SQUADRON 2006 (ATD)
 TC1396'RECOVERED IN GOOD CONDITION.
 TC1396
 TC1396                          STATION RECOVERY (2007)
 TC1396
 TC1396'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (WAS)
 TC1396'7.25 MILES NORTH OF KELLIHER, 7.15 MILES NORTH OF JUNCTION OF TRUNK
 TC1396'HIGHWAY 72 AND COUNTY ROAD 36, AT TRUNK HIGHWAY 72 MILEPOINT 26.8,
 TC1396'47.0 FEET NORTHEAST OF TRUNK HIGHWAY 72, 14 FEET SOUTH OF TELEPHONE
 TC1396'CABLE PEDESTAL NUMBER AW11LP7, 1.0 FEET SOUTHWEST OF WITNESS POST.
 TC1396
 TC1396                          STATION RECOVERY (2014)
 TC1396
 TC1396'RECOVERY NOTE BY MN DEPT OF TRANSP 2014 (KMS)
 TC1396'RECOVERED AS DESCRIBED.
 TC1396
 TC1396                          STATION RECOVERY (2016)
 TC1396
 TC1396'RECOVERY NOTE BY MN DEPT OF TRANSP 2016 (DAS)
 TC1396'THE SURVEY MARK WAS UNDERWATER AT THE TIME OF RECOVERY.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 TC1397 ***********************************************************************
 TC1397  DESIGNATION -  0413 AV
 TC1397  PID         -  TC1397
 TC1397  STATE/COUNTY-  MN/BELTRAMI
 TC1397  COUNTRY     -  US
 TC1397  USGS QUAD   -  NORMAN LAKE SW (2019)
 TC1397
 TC1397                         *CURRENT SURVEY CONTROL
 TC1397  ______________________________________________________________________
 TC1397* NAD 83(1986) POSITION- 48 01 54.     (N) 094 27 06.     (W)   SCALED
 TC1397* NAVD 88 ORTHO HEIGHT -   380.807 (meters)     1249.36  (feet) ADJUSTED
 TC1397  ______________________________________________________________________
 TC1397  GEOID HEIGHT    -        -28.489 (meters)                     GEOID18
 TC1397  DYNAMIC HEIGHT  -        380.876 (meters)     1249.59  (feet) COMP
 TC1397  MODELED GRAVITY -    980,783.5   (mgal)                       NAVD 88
 TC1397
 TC1397  VERT ORDER      -  SECOND    CLASS I
 TC1397
 TC1397.The horizontal coordinates were scaled from a map and have
 TC1397.an estimated accuracy of +/- 6 seconds.
 TC1397
 TC1397.The orthometric height was determined by differential leveling and
 TC1397.adjusted by the NATIONAL GEODETIC SURVEY
 TC1397.in June 1991.
 TC1397
 TC1397.Significant digits in the geoid height do not necessarily reflect accuracy.
 TC1397.GEOID18 height accuracy estimate available here.
 TC1397
 TC1397.Click photographs - Photos may exist for this station.
 TC1397
 TC1397.The dynamic height is computed by dividing the NAVD 88
 TC1397.geopotential number by the normal gravity value computed on the
 TC1397.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TC1397.degrees latitude (g = 980.6199 gals.).
 TC1397
 TC1397.The modeled gravity was interpolated from observed gravity values.
 TC1397
 TC1397;                    North         East    Units  Estimated Accuracy
 TC1397;SPC MN N     -   271,160.      699,210.      MT  (+/- 180 meters Scaled)
 TC1397
 TC1397_U.S. NATIONAL GRID SPATIAL ADDRESS: 15UUP917208(NAD 83)
 TC1397
 TC1397                          SUPERSEDED SURVEY CONTROL
 TC1397
 TC1397.No superseded survey control is available for this station.
 TC1397
 TC1397_MARKER: DV = VERTICAL CONTROL DISK
 TC1397_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 TC1397_STAMPING: 0413 AV 1983
 TC1397_MARK LOGO: MNHD
 TC1397_PROJECTION: FLUSH
 TC1397_MAGNETIC: I = MARKER IS A STEEL ROD
 TC1397_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 TC1397_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 TC1397+SATELLITE: SATELLITE OBSERVATIONS - July 21, 2014
 TC1397_ROD/PIPE-DEPTH: 2.4 meters
 TC1397
 TC1397  HISTORY     - Date     Condition        Report By
 TC1397  HISTORY     - 19831001 MONUMENTED       MNHD
 TC1397  HISTORY     - 20030909 GOOD             MNDT
 TC1397  HISTORY     - 20061111 MARK NOT FOUND   USPSQD
 TC1397  HISTORY     - 20140721 GOOD             MNDT
 TC1397
 TC1397                          STATION DESCRIPTION
 TC1397
 TC1397'DESCRIBED BY MN HIGHWAY DEPT 1983
 TC1397'6.3 MI NORTH FROM KELLIHER.
 TC1397'THE MARK IS LOCATED ABOUT 6-1/4 MILES NORTH OF THE TOWN OF KELLIHER,
 TC1397'IN THE NE 1/4 OF SECTION 35, T153N, R30W, 6.3 MILES NORTH ALONG TRUNK
 TC1397'HIGHWAY 72 FROM ITS JUNCTION WITH COUNTY ROAD 36 AT KELLIHER, 75.0
 TC1397'FEET EAST OF THE CENTERLINE OF TRUNK HIGHWAY 72 AT MILEPOINT 25.95,
 TC1397'75 FEET SOUTH OF THE CENTER OF AN ENTRANCE EAST, AT THE CORNER OF A
 TC1397'JOG IN THE TREE LINE, AND 1.0 FOOT WEST OF A STEEL WITNESS POST.  THE
 TC1397'MARK, A STANDARD MNDT VERTICAL CONTROL MONUMENT DISK STAMPED---0413
 TC1397'AV 1983---, IS SET ON THE TOP OF A 5/8 INCH DIAMETER BY 8 FOOT LONG
 TC1397'COPPER CLAD STEEL ROD SET IN CONCRETE THAT IS FLUSH WITH THE SURFACE
 TC1397'OF THE GROUND AND ABOUT LEVEL WITH TRUNK HIGHWAY 72.
 TC1397
 TC1397                          STATION RECOVERY (2003)
 TC1397
 TC1397'RECOVERY NOTE BY MN DEPT OF TRANSP 2003 (MPP)
 TC1397'6.25 MILES NORTH OF KELLIHER, 6.3 MILES NORTH OF JUNCTION OF TRUNK
 TC1397'HIGHWAY 72 AND COUNTY ROAD 36, 75.0 FEET EAST OF TRUNK HIGHWAY 72, 75
 TC1397'FEET SOUTH OF ENTRANCE EAST, AT CORNER OF JOG IN TREELINE, 1.0 FEET
 TC1397'WEST OF WITNESS POST, AT TRUNK HIGHWAY 72 MILEPOINT 25.95
 TC1397
 TC1397                          STATION RECOVERY (2006)
 TC1397
 TC1397'RECOVERY NOTE BY US POWER SQUADRON 2006 (ATD)
 TC1397'MARK NOT FOUND. WITNESS POST THERE, BUT MARK NOT FOUND. MUCH DIRT AND
 TC1397'BRUSH PLOWED UP IN AREA. SNOW AND FROZEN GROUND PREVENTED FURTHER
 TC1397'SEARCH. ADD TO DESCRIPTION. MARK IS LOCATED ABOUT 65 FEET SOUTH OF
 TC1397'CHRISTA RD SE. EXTENTION TRAVELING ONLY TO THE WEST.SPSPS,ATD
 TC1397
 TC1397                          STATION RECOVERY (2014)
 TC1397
 TC1397'RECOVERY NOTE BY MN DEPT OF TRANSP 2014 (KMS)
 TC1397'THE MARK IS LOCATED ABOUT 6.25 MI (10.06 KM) NORTH OF KELLIHER.
 TC1397'
 TC1397'TO REACH THE MARK GO 6.3 MI (10.1 KM) NORTH ALONG TRUNK HIGHWAY 72
 TC1397'FROM NORTH JUNCTION OF TRUNK HIGHWAY 72 AND COUNTY ROAD 36 IN
 TC1397'KELLIHER, AT TRUNK HIGHWAY 72 MILE POINT 25.95.
 TC1397'
 TC1397'THE MARK IS LOCATED 82.0 FT (25.0 M) EAST-NORTHEAST OF TRUNK HIGHWAY
 TC1397'72, 75.0 FT (22.9 M) SOUTH-SOUTHEAST OF CHRISTA ROAD NORTHEAST, AT
 TC1397'CORNER OF JOG IN TREE LINE, 1.0 FT (0.3 M) WEST OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 TC1399 ***********************************************************************
 TC1399  DESIGNATION -  0413 AX
 TC1399  PID         -  TC1399
 TC1399  STATE/COUNTY-  MN/BELTRAMI
 TC1399  COUNTRY     -  US
 TC1399  USGS QUAD   -  NORMAN LAKE SW (2019)
 TC1399
 TC1399                         *CURRENT SURVEY CONTROL
 TC1399  ______________________________________________________________________
 TC1399* NAD 83(1986) POSITION- 48 00 44.05   (N) 094 27 02.30   (W)   HD_HELD1
 TC1399* NAVD 88 ORTHO HEIGHT -   382.097 (meters)     1253.60  (feet) ADJUSTED
 TC1399  ______________________________________________________________________
 TC1399  GEOID HEIGHT    -        -28.459 (meters)                     GEOID18
 TC1399  DYNAMIC HEIGHT  -        382.166 (meters)     1253.82  (feet) COMP
 TC1399  MODELED GRAVITY -    980,781.6   (mgal)                       NAVD 88
 TC1399
 TC1399  VERT ORDER      -  SECOND    CLASS I
 TC1399
 TC1399.The horizontal coordinates were determined by differentially corrected
 TC1399.hand held GPS observations or other comparable positioning techniques
 TC1399.and have an estimated accuracy of +/- 3 meters.
 TC1399
 TC1399.The orthometric height was determined by differential leveling and
 TC1399.adjusted by the NATIONAL GEODETIC SURVEY
 TC1399.in June 1991.
 TC1399
 TC1399.Significant digits in the geoid height do not necessarily reflect accuracy.
 TC1399.GEOID18 height accuracy estimate available here.
 TC1399
 TC1399.Click photographs - Photos may exist for this station.
 TC1399
 TC1399.The dynamic height is computed by dividing the NAVD 88
 TC1399.geopotential number by the normal gravity value computed on the
 TC1399.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TC1399.degrees latitude (g = 980.6199 gals.).
 TC1399
 TC1399.The modeled gravity was interpolated from observed gravity values.
 TC1399
 TC1399;                    North         East    Units  Estimated Accuracy
 TC1399;SPC MN N     -   269,001.4     699,246.4     MT  (+/- 3 meters HH1 GPS) 
 TC1399
 TC1399_U.S. NATIONAL GRID SPATIAL ADDRESS: 15UUP9181518678(NAD 83)
 TC1399
 TC1399                          SUPERSEDED SURVEY CONTROL
 TC1399
 TC1399.No superseded survey control is available for this station.
 TC1399
 TC1399_MARKER: DV = VERTICAL CONTROL DISK
 TC1399_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 TC1399_STAMPING: 0413 AX 1983
 TC1399_MARK LOGO: MNDT
 TC1399_PROJECTION: PROJECTING 15 CENTIMETERS
 TC1399_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 TC1399_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 TC1399_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 TC1399+SATELLITE: SATELLITE OBSERVATIONS - July 21, 2014
 TC1399_ROD/PIPE-DEPTH: 4.0 meters
 TC1399
 TC1399  HISTORY     - Date     Condition        Report By
 TC1399  HISTORY     - 1983     MONUMENTED       MNDT
 TC1399  HISTORY     - 20030909 GOOD             MNDT
 TC1399  HISTORY     - 20061111 GOOD             USPSQD
 TC1399  HISTORY     - 20140721 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
 TC1399
 TC1399                          STATION RECOVERY (2006)
 TC1399
 TC1399'RECOVERY NOTE BY US POWER SQUADRON 2006 (ATD)
 TC1399'RECOVERED IN GOOD CONDITION.
 TC1399
 TC1399                          STATION RECOVERY (2014)
 TC1399
 TC1399'RECOVERY NOTE BY MN DEPT OF TRANSP 2014 (KMS)
 TC1399'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 TC1400 ***********************************************************************
 TC1400  DESIGNATION -  0413 AY
 TC1400  PID         -  TC1400
 TC1400  STATE/COUNTY-  MN/BELTRAMI
 TC1400  COUNTRY     -  US
 TC1400  USGS QUAD   -  NORMAN LAKE SW (2019)
 TC1400
 TC1400                         *CURRENT SURVEY CONTROL
 TC1400  ______________________________________________________________________
 TC1400* NAD 83(1986) POSITION- 48 00 12.32   (N) 094 26 59.46   (W)   HD_HELD1
 TC1400* NAVD 88 ORTHO HEIGHT -   386.051 (meters)     1266.57  (feet) ADJUSTED
 TC1400  ______________________________________________________________________
 TC1400  GEOID HEIGHT    -        -28.445 (meters)                     GEOID18
 TC1400  DYNAMIC HEIGHT  -        386.121 (meters)     1266.80  (feet) COMP
 TC1400  MODELED GRAVITY -    980,780.6   (mgal)                       NAVD 88
 TC1400
 TC1400  VERT ORDER      -  SECOND    CLASS I
 TC1400
 TC1400.The horizontal coordinates were determined by differentially corrected
 TC1400.hand held GPS observations or other comparable positioning techniques
 TC1400.and have an estimated accuracy of +/- 3 meters.
 TC1400
 TC1400.The orthometric height was determined by differential leveling and
 TC1400.adjusted by the NATIONAL GEODETIC SURVEY
 TC1400.in June 1991.
 TC1400
 TC1400.Significant digits in the geoid height do not necessarily reflect accuracy.
 TC1400.GEOID18 height accuracy estimate available here.
 TC1400
 TC1400.Click photographs - Photos may exist for this station.
 TC1400
 TC1400.The dynamic height is computed by dividing the NAVD 88
 TC1400.geopotential number by the normal gravity value computed on the
 TC1400.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TC1400.degrees latitude (g = 980.6199 gals.).
 TC1400
 TC1400.The modeled gravity was interpolated from observed gravity values.
 TC1400
 TC1400;                    North         East    Units  Estimated Accuracy
 TC1400;SPC MN N     -   268,020.6     699,288.1     MT  (+/- 3 meters HH1 GPS) 
 TC1400
 TC1400_U.S. NATIONAL GRID SPATIAL ADDRESS: 15UUP9185617697(NAD 83)
 TC1400
 TC1400                          SUPERSEDED SURVEY CONTROL
 TC1400
 TC1400.No superseded survey control is available for this station.
 TC1400
 TC1400_MARKER: DV = VERTICAL CONTROL DISK
 TC1400_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 TC1400_STAMPING: 0413 AY 1983
 TC1400_MARK LOGO: MNHD
 TC1400_PROJECTION: PROJECTING 5 CENTIMETERS
 TC1400_MAGNETIC: I = MARKER IS A STEEL ROD
 TC1400_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 TC1400_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 TC1400+SATELLITE: SATELLITE OBSERVATIONS - July 21, 2014
 TC1400_ROD/PIPE-DEPTH: 6.4 meters
 TC1400
 TC1400  HISTORY     - Date     Condition        Report By
 TC1400  HISTORY     - 1983     MONUMENTED       MNDT
 TC1400  HISTORY     - 20030909 GOOD             MNDT
 TC1400  HISTORY     - 20061111 GOOD             USPSQD
 TC1400  HISTORY     - 20140721 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
 TC1400
 TC1400                          STATION RECOVERY (2006)
 TC1400
 TC1400'RECOVERY NOTE BY US POWER SQUADRON 2006 (ATD)
 TC1400'RECOVERED IN GOOD CONDITION.
 TC1400
 TC1400                          STATION RECOVERY (2014)
 TC1400
 TC1400'RECOVERY NOTE BY MN DEPT OF TRANSP 2014 (KMS)
 TC1400'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 SK1105 ***********************************************************************
 SK1105  DESIGNATION -  0413 AZ
 SK1105  PID         -  SK1105
 SK1105  STATE/COUNTY-  MN/BELTRAMI
 SK1105  COUNTRY     -  US
 SK1105  USGS QUAD   -  KELLIHER (2019)
 SK1105
 SK1105                         *CURRENT SURVEY CONTROL
 SK1105  ______________________________________________________________________
 SK1105* NAD 83(1986) POSITION- 47 59 21.73   (N) 094 26 59.31   (W)   HD_HELD1
 SK1105* NAVD 88 ORTHO HEIGHT -   390.529 (meters)     1281.26  (feet) ADJUSTED
 SK1105  ______________________________________________________________________
 SK1105  GEOID HEIGHT    -        -28.422 (meters)                     GEOID18
 SK1105  DYNAMIC HEIGHT  -        390.599 (meters)     1281.49  (feet) COMP
 SK1105  MODELED GRAVITY -    980,779.1   (mgal)                       NAVD 88
 SK1105
 SK1105  VERT ORDER      -  SECOND    CLASS I
 SK1105
 SK1105.The horizontal coordinates were determined by differentially corrected
 SK1105.hand held GPS observations or other comparable positioning techniques
 SK1105.and have an estimated accuracy of +/- 3 meters.
 SK1105
 SK1105.The orthometric height was determined by differential leveling and
 SK1105.adjusted by the NATIONAL GEODETIC SURVEY
 SK1105.in June 1991.
 SK1105
 SK1105.Significant digits in the geoid height do not necessarily reflect accuracy.
 SK1105.GEOID18 height accuracy estimate available here.
 SK1105
 SK1105.Click photographs - Photos may exist for this station.
 SK1105
 SK1105.The dynamic height is computed by dividing the NAVD 88
 SK1105.geopotential number by the normal gravity value computed on the
 SK1105.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SK1105.degrees latitude (g = 980.6199 gals.).
 SK1105
 SK1105.The modeled gravity was interpolated from observed gravity values.
 SK1105
 SK1105;                    North         East    Units  Estimated Accuracy
 SK1105;SPC MN N     -   266,458.4     699,263.9     MT  (+/- 3 meters HH1 GPS) 
 SK1105
 SK1105_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUP9182916135(NAD 83)
 SK1105
 SK1105                          SUPERSEDED SURVEY CONTROL
 SK1105
 SK1105.No superseded survey control is available for this station.
 SK1105
 SK1105_MARKER: DV = VERTICAL CONTROL DISK
 SK1105_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 SK1105_STAMPING: 0413 AZ 1983
 SK1105_MARK LOGO: MNDT
 SK1105_PROJECTION: RECESSED 5 CENTIMETERS
 SK1105_MAGNETIC: I = MARKER IS A STEEL ROD
 SK1105_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 SK1105_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 SK1105+SATELLITE: SATELLITE OBSERVATIONS - July 21, 2014
 SK1105_ROD/PIPE-DEPTH: 7.9 meters
 SK1105
 SK1105  HISTORY     - Date     Condition        Report By
 SK1105  HISTORY     - 1983     MONUMENTED       MNDT
 SK1105  HISTORY     - 20030909 GOOD             MNDT
 SK1105  HISTORY     - 20061111 GOOD             USPSQD
 SK1105  HISTORY     - 20140721 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
 SK1105
 SK1105                          STATION RECOVERY (2006)
 SK1105
 SK1105'RECOVERY NOTE BY US POWER SQUADRON 2006 (ATD)
 SK1105'RECOVERED IN GOOD CONDITION.
 SK1105
 SK1105                          STATION RECOVERY (2014)
 SK1105
 SK1105'RECOVERY NOTE BY MN DEPT OF TRANSP 2014 (KMS)
 SK1105'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 SK1107 ***********************************************************************
 SK1107  DESIGNATION -  0413 BA
 SK1107  PID         -  SK1107
 SK1107  STATE/COUNTY-  MN/BELTRAMI
 SK1107  COUNTRY     -  US
 SK1107  USGS QUAD   -  KELLIHER (2019)
 SK1107
 SK1107                         *CURRENT SURVEY CONTROL
 SK1107  ______________________________________________________________________
 SK1107* NAD 83(2011) POSITION- 47 57 43.45803(N) 094 27 00.82500(W)   ADJUSTED
 SK1107* NAD 83(2011) ELLIP HT-   381.051 (meters)        (06/27/12)   ADJUSTED
 SK1107* NAD 83(2011) EPOCH   -  2010.00
 SK1107* NAVD 88 ORTHO HEIGHT -   409.441 (meters)     1343.31  (feet) ADJUSTED
 SK1107  ______________________________________________________________________
 SK1107  GEOID HEIGHT    -        -28.384 (meters)                     GEOID18
 SK1107  NAD 83(2011) X  -   -332,029.015 (meters)                     COMP
 SK1107  NAD 83(2011) Y  - -4,266,205.032 (meters)                     COMP
 SK1107  NAD 83(2011) Z  -  4,714,336.410 (meters)                     COMP
 SK1107  LAPLACE CORR    -         -1.56  (seconds)                    DEFLEC18
 SK1107  DYNAMIC HEIGHT  -        409.514 (meters)     1343.55  (feet) COMP
 SK1107  MODELED GRAVITY -    980,776.3   (mgal)                       NAVD 88
 SK1107
 SK1107  VERT ORDER      -  SECOND    CLASS I
 SK1107
 SK1107  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 SK1107  Standards:
 SK1107         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 SK1107            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 SK1107  -------------------------------------------------------------------
 SK1107  NETWORK    0.38   0.65           0.17   0.14   0.33      0.02334819
 SK1107  -------------------------------------------------------------------
 SK1107  Click here for local accuracies and other accuracy information.
 SK1107
 SK1107.The horizontal coordinates were established by GPS observations
 SK1107.and adjusted by the National Geodetic Survey in June 2012.
 SK1107
 SK1107.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 SK1107.been affixed to the stable North American tectonic plate. See 
 SK1107.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 SK1107
 SK1107.The horizontal coordinates are valid at the epoch date displayed above
 SK1107.which is a decimal equivalence of Year/Month/Day.
 SK1107
 SK1107.The orthometric height was determined by differential leveling and
 SK1107.adjusted by the NATIONAL GEODETIC SURVEY
 SK1107.in June 1991.
 SK1107
 SK1107.Significant digits in the geoid height do not necessarily reflect accuracy.
 SK1107.GEOID18 height accuracy estimate available here.
 SK1107
 SK1107.Click photographs - Photos may exist for this station.
 SK1107
 SK1107.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 SK1107
 SK1107.The Laplace correction was computed from DEFLEC18 derived deflections.
 SK1107
 SK1107.The ellipsoidal height was determined by GPS observations
 SK1107.and is referenced to NAD 83.
 SK1107
 SK1107.The dynamic height is computed by dividing the NAVD 88
 SK1107.geopotential number by the normal gravity value computed on the
 SK1107.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SK1107.degrees latitude (g = 980.6199 gals.).
 SK1107
 SK1107.The modeled gravity was interpolated from observed gravity values.
 SK1107
 SK1107. The following values were computed from the NAD 83(2011) position.
 SK1107
 SK1107;                    North         East     Units Scale Factor Converg.
 SK1107;SPC MN N     -   263,424.414   699,179.518   MT  0.99990525   -1 00 02.9
 SK1107;SPC MN N     -   864,251.60  2,293,891.47   sFT  0.99990525   -1 00 02.9
 SK1107;UTM  15      - 5,313,102.329   391,741.333   MT  0.99974401   -1 04 37.9
 SK1107
 SK1107!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SK1107!SPC MN N     -   0.99994028  x   0.99990525  =   0.99984554
 SK1107!UTM  15      -   0.99994028  x   0.99974401  =   0.99968431
 SK1107
 SK1107:                Primary Azimuth Mark                     Grid Az
 SK1107:SPC MN N     -  WALDO                                    175 52 28.4
 SK1107:UTM  15      -  WALDO                                    175 57 03.4
 SK1107
 SK1107_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUP9174113102(NAD 83)
 SK1107
 SK1107|---------------------------------------------------------------------|
 SK1107| PID    Reference Object                     Distance      Geod. Az  |
 SK1107|                                                           dddmmss.s |
 SK1107| DG4794 WALDO                               APPROX. 0.5 KM 1745225.5 |
 SK1107|---------------------------------------------------------------------|
 SK1107
 SK1107                          SUPERSEDED SURVEY CONTROL
 SK1107
 SK1107  NAD 83(2007)-  47 57 43.45803(N)    094 27 00.82564(W) AD(2002.00) 0
 SK1107  ELLIP H (02/10/07)  381.085  (m)                       GP(2002.00)    
 SK1107  NAD 83(1996)-  47 57 43.45773(N)    094 27 00.82527(W) AD(       ) 1
 SK1107  ELLIP H (03/22/04)  381.097  (m)                       GP(       ) 3 2
 SK1107  NAVD 88             409.44   (m)         1343.3    (f) LEVELING    3  
 SK1107
 SK1107.Superseded values are not recommended for survey control.
 SK1107
 SK1107.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SK1107.See file dsdata.pdf to determine how the superseded data were derived.
 SK1107
 SK1107_MARKER: DV = VERTICAL CONTROL DISK
 SK1107_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 SK1107+WITH SETTING: INFORMATION.
 SK1107_STAMPING: 0413 BA 1983
 SK1107_MARK LOGO: MNDT
 SK1107_PROJECTION: RECESSED 3 CENTIMETERS
 SK1107_MAGNETIC: I = MARKER IS A STEEL ROD
 SK1107_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SK1107_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 SK1107+SATELLITE: SATELLITE OBSERVATIONS - May 12, 2017
 SK1107_ROD/PIPE-DEPTH: 2.4 meters
 SK1107
 SK1107  HISTORY     - Date     Condition        Report By
 SK1107  HISTORY     - 1983     MONUMENTED       MNDT
 SK1107  HISTORY     - 20030909 GOOD             MNDT
 SK1107  HISTORY     - 20061111 GOOD             USPSQD
 SK1107  HISTORY     - 20140721 GOOD             MNDT
 SK1107  HISTORY     - 20170512 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.
 SK1107
 SK1107                          STATION RECOVERY (2006)
 SK1107
 SK1107'RECOVERY NOTE BY US POWER SQUADRON 2006 (ATD)
 SK1107'ADDITIONAL DESCRIPTION, MARK IS AS DESCRIBED PLUS APPROXIMATELY 45
 SK1107'FEET NORTH OF A ROAD NAMED BEAR RUN DR.AND IT ONLY RUNS TO THE EAST.
 SK1107'SPSPS, ATD
 SK1107
 SK1107                          STATION RECOVERY (2014)
 SK1107
 SK1107'RECOVERY NOTE BY MN DEPT OF TRANSP 2014 (KMS)
 SK1107'RECOVERED AS DESCRIBED.
 SK1107
 SK1107                          STATION RECOVERY (2017)
 SK1107
 SK1107'RECOVERY NOTE BY MN DEPT OF TRANSP 2017 (ALS)
 SK1107'1.5 MILES NORTH OF KELLIHER, 1.5 MILES NORTH ALONG TRUNK HIGHWAY 72
 SK1107'FROM THE NORTH JUNCTION OF TRUNK HIGHWAY 72 AND COUNTY ROAD 36 IN
 SK1107'KELLIHER, AT TRUNK HIGHWAY 72 MILEPOINT 21.15, 75.0 FEET WEST OF TRUNK
 SK1107'HIGHWAY 72, 45.0 FEET NORTH OF ENTRANCE WEST, 12.7 FEET
 SK1107'SOUTH-SOUTHEAST OF A POWER POLE, 6.0 FEET NORTH OF CABLE MARKER NUMBER
 SK1107'1M1 A2, 1.0 FOOT EAST OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 SK1108 ***********************************************************************
 SK1108  DESIGNATION -  0413 BB
 SK1108  PID         -  SK1108
 SK1108  STATE/COUNTY-  MN/BELTRAMI
 SK1108  COUNTRY     -  US
 SK1108  USGS QUAD   -  KELLIHER (2019)
 SK1108
 SK1108                         *CURRENT SURVEY CONTROL
 SK1108  ______________________________________________________________________
 SK1108* NAD 83(1986) POSITION- 47 57 06.72   (N) 094 26 57.61   (W)   HD_HELD1
 SK1108* NAVD 88 ORTHO HEIGHT -   411.239 (meters)     1349.21  (feet) ADJUSTED
 SK1108  ______________________________________________________________________
 SK1108  GEOID HEIGHT    -        -28.374 (meters)                     GEOID18
 SK1108  DYNAMIC HEIGHT  -        411.311 (meters)     1349.44  (feet) COMP
 SK1108  MODELED GRAVITY -    980,775.1   (mgal)                       NAVD 88
 SK1108
 SK1108  VERT ORDER      -  SECOND    CLASS I
 SK1108
 SK1108.The horizontal coordinates were determined by differentially corrected
 SK1108.hand held GPS observations or other comparable positioning techniques
 SK1108.and have an estimated accuracy of +/- 3 meters.
 SK1108
 SK1108.The orthometric height was determined by differential leveling and
 SK1108.adjusted by the NATIONAL GEODETIC SURVEY
 SK1108.in June 1991.
 SK1108
 SK1108.Significant digits in the geoid height do not necessarily reflect accuracy.
 SK1108.GEOID18 height accuracy estimate available here.
 SK1108
 SK1108.Click photographs - Photos may exist for this station.
 SK1108
 SK1108.The dynamic height is computed by dividing the NAVD 88
 SK1108.geopotential number by the normal gravity value computed on the
 SK1108.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SK1108.degrees latitude (g = 980.6199 gals.).
 SK1108
 SK1108.The modeled gravity was interpolated from observed gravity values.
 SK1108
 SK1108;                    North         East    Units  Estimated Accuracy
 SK1108;SPC MN N     -   262,288.8     699,226.4     MT  (+/- 3 meters HH1 GPS) 
 SK1108
 SK1108_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUP9178611966(NAD 83)
 SK1108
 SK1108                          SUPERSEDED SURVEY CONTROL
 SK1108
 SK1108.No superseded survey control is available for this station.
 SK1108
 SK1108_MARKER: DV = VERTICAL CONTROL DISK
 SK1108_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 SK1108_STAMPING: 0413 BB 1983
 SK1108_MARK LOGO: MNDT
 SK1108_PROJECTION: RECESSED 8 CENTIMETERS
 SK1108_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 SK1108_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 SK1108_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 SK1108+SATELLITE: SATELLITE OBSERVATIONS - July 21, 2014
 SK1108_ROD/PIPE-DEPTH: 4.9 meters
 SK1108
 SK1108  HISTORY     - Date     Condition        Report By
 SK1108  HISTORY     - 1983     MONUMENTED       MNDT
 SK1108  HISTORY     - 20030909 GOOD             MNDT
 SK1108  HISTORY     - 20031001 GOOD             MNDT
 SK1108  HISTORY     - 20061111 GOOD             USPSQD
 SK1108  HISTORY     - 20120814 GOOD             MNDT
 SK1108  HISTORY     - 20140721 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.
 SK1108
 SK1108                          STATION RECOVERY (2006)
 SK1108
 SK1108'RECOVERY NOTE BY US POWER SQUADRON 2006 (ATD)
 SK1108'RECOVERED IN GOOD CONDITION.
 SK1108
 SK1108                          STATION RECOVERY (2012)
 SK1108
 SK1108'RECOVERY NOTE BY MN DEPT OF TRANSP 2012 (KMS)
 SK1108'RECOVERED AS DESCRIBED.
 SK1108
 SK1108                          STATION RECOVERY (2014)
 SK1108
 SK1108'RECOVERY NOTE BY MN DEPT OF TRANSP 2014 (KMS)
 SK1108'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 SK1114 ***********************************************************************
 SK1114  DESIGNATION -  0413 BC
 SK1114  PID         -  SK1114
 SK1114  STATE/COUNTY-  MN/BELTRAMI
 SK1114  COUNTRY     -  US
 SK1114  USGS QUAD   -  KELLIHER (2019)
 SK1114
 SK1114                         *CURRENT SURVEY CONTROL
 SK1114  ______________________________________________________________________
 SK1114* NAD 83(1986) POSITION- 47 56 32.55   (N) 094 26 53.90   (W)   HD_HELD1
 SK1114* NAVD 88 ORTHO HEIGHT -   413.452 (meters)     1356.47  (feet) ADJUSTED
 SK1114  ______________________________________________________________________
 SK1114  GEOID HEIGHT    -        -28.365 (meters)                     GEOID18
 SK1114  DYNAMIC HEIGHT  -        413.524 (meters)     1356.70  (feet) COMP
 SK1114  MODELED GRAVITY -    980,774.1   (mgal)                       NAVD 88
 SK1114
 SK1114  VERT ORDER      -  SECOND    CLASS I
 SK1114
 SK1114.The horizontal coordinates were determined by differentially corrected
 SK1114.hand held GPS observations or other comparable positioning techniques
 SK1114.and have an estimated accuracy of +/- 3 meters.
 SK1114
 SK1114.The orthometric height was determined by differential leveling and
 SK1114.adjusted by the NATIONAL GEODETIC SURVEY
 SK1114.in June 1991.
 SK1114
 SK1114.Significant digits in the geoid height do not necessarily reflect accuracy.
 SK1114.GEOID18 height accuracy estimate available here.
 SK1114
 SK1114.Click photographs - Photos may exist for this station.
 SK1114
 SK1114.The dynamic height is computed by dividing the NAVD 88
 SK1114.geopotential number by the normal gravity value computed on the
 SK1114.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SK1114.degrees latitude (g = 980.6199 gals.).
 SK1114
 SK1114.The modeled gravity was interpolated from observed gravity values.
 SK1114
 SK1114;                    North         East    Units  Estimated Accuracy
 SK1114;SPC MN N     -   261,232.4     699,284.9     MT  (+/- 3 meters HH1 GPS) 
 SK1114
 SK1114_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUP9184310910(NAD 83)
 SK1114
 SK1114                          SUPERSEDED SURVEY CONTROL
 SK1114
 SK1114.No superseded survey control is available for this station.
 SK1114
 SK1114_MARKER: DV = VERTICAL CONTROL DISK
 SK1114_SETTING: 30 = SET IN A LIGHT STRUCTURE
 SK1114_SP_SET: FOOTING
 SK1114_STAMPING: 0413 BC 1983
 SK1114_MARK LOGO: MNDT
 SK1114_MAGNETIC: N = NO MAGNETIC MATERIAL
 SK1114_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SK1114_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 SK1114+SATELLITE: SATELLITE OBSERVATIONS - July 21, 2014
 SK1114
 SK1114  HISTORY     - Date     Condition        Report By
 SK1114  HISTORY     - 1983     MONUMENTED       MNDT
 SK1114  HISTORY     - 20030909 GOOD             MNDT
 SK1114  HISTORY     - 20031001 GOOD             MNDT
 SK1114  HISTORY     - 20061111 GOOD             USPSQD
 SK1114  HISTORY     - 20120814 GOOD             MNDT
 SK1114  HISTORY     - 20140721 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.
 SK1114
 SK1114                          STATION RECOVERY (2006)
 SK1114
 SK1114'RECOVERY NOTE BY US POWER SQUADRON 2006 (ATD)
 SK1114'RECOVERED IN GOOD CONDITION.
 SK1114
 SK1114                          STATION RECOVERY (2012)
 SK1114
 SK1114'RECOVERY NOTE BY MN DEPT OF TRANSP 2012 (KMS)
 SK1114'RECOVERED AS DESCRIBED.
 SK1114
 SK1114                          STATION RECOVERY (2014)
 SK1114
 SK1114'RECOVERY NOTE BY MN DEPT OF TRANSP 2014 (KMS)
 SK1114'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 SK1109 ***********************************************************************
 SK1109  DESIGNATION -  0413 BD
 SK1109  PID         -  SK1109
 SK1109  STATE/COUNTY-  MN/BELTRAMI
 SK1109  COUNTRY     -  US
 SK1109  USGS QUAD   -  KELLIHER (2019)
 SK1109
 SK1109                         *CURRENT SURVEY CONTROL
 SK1109  ______________________________________________________________________
 SK1109* NAD 83(1986) POSITION- 47 56 26.     (N) 094 26 11.     (W)   SCALED
 SK1109* NAVD 88 ORTHO HEIGHT -   418.088 (meters)     1371.68  (feet) ADJUSTED
 SK1109  ______________________________________________________________________
 SK1109  GEOID HEIGHT    -        -28.371 (meters)                     GEOID18
 SK1109  DYNAMIC HEIGHT  -        418.161 (meters)     1371.92  (feet) COMP
 SK1109  MODELED GRAVITY -    980,773.5   (mgal)                       NAVD 88
 SK1109
 SK1109  VERT ORDER      -  SECOND    CLASS I
 SK1109
 SK1109.The horizontal coordinates were scaled from a map and have
 SK1109.an estimated accuracy of +/- 6 seconds.
 SK1109
 SK1109.The orthometric height was determined by differential leveling and
 SK1109.adjusted by the NATIONAL GEODETIC SURVEY
 SK1109.in June 1991.
 SK1109
 SK1109.Significant digits in the geoid height do not necessarily reflect accuracy.
 SK1109.GEOID18 height accuracy estimate available here.
 SK1109
 SK1109.Click photographs - Photos may exist for this station.
 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.      700,170.      MT  (+/- 180 meters Scaled)
 SK1109
 SK1109_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUP927106(NAD 83)
 SK1109
 SK1109                          SUPERSEDED SURVEY CONTROL
 SK1109
 SK1109.No superseded survey control is available for this station.
 SK1109
 SK1109_MARKER: DV = VERTICAL CONTROL DISK
 SK1109_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 SK1109_STAMPING: 0413 BD 1984
 SK1109_MARK LOGO: MNDT
 SK1109_PROJECTION: FLUSH
 SK1109_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 SK1109_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 SK1109_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 SK1109+SATELLITE: SATELLITE OBSERVATIONS - June 08, 2016
 SK1109
 SK1109  HISTORY     - Date     Condition        Report By
 SK1109  HISTORY     - 19840401 MONUMENTED       MNDT
 SK1109  HISTORY     - 20061111 MARK NOT FOUND   USPSQD
 SK1109  HISTORY     - 20160608 GOOD             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.
 SK1109
 SK1109                          STATION RECOVERY (2006)
 SK1109
 SK1109'RECOVERY NOTE BY US POWER SQUADRON 2006 (ATD)
 SK1109'MARK NOT FOUND. BALL PARK AND SURROUNDING AREA HAS BEEN
 SK1109'REMODLED,WITNESS POST MISSING. SPSPS,ATD
 SK1109
 SK1109                          STATION RECOVERY (2016)
 SK1109
 SK1109'RECOVERY NOTE BY MN DEPT OF TRANSP 2016 (SAM)
 SK1109'THE MARK IS LOCATED ABOUT 0.5 MI (0.8 KM) EAST OF KELLIHER.
 SK1109'
 SK1109'TO REACH THE MARK GO 0.6 MI (1.0 KM) EAST OF THE JUNCTION OF COUNTY
 SK1109'ROAD 36 AND TRUNK HIGHWAY 72.
 SK1109'
 SK1109'THE MARK IS LOCATED 59.0 FT (18.0 M) NORTH OF COUNTY ROAD 36, AT
 SK1109'SOUTHEAST CORNER OF BALLPARK, 1.2 FT (0.4 M) NORTH-NORTHEAST OF A
 SK1109'FENCE CORNER, 14.2 FT (4.3 M) NORTH OF POST, 51.7 FT (15.8 M) WEST OF
 SK1109'WEST LEG OF SIGN, 2.0 FT (0.6 M) SOUTH OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 SK1110 ***********************************************************************
 SK1110  DESIGNATION -  0413 BE
 SK1110  PID         -  SK1110
 SK1110  STATE/COUNTY-  MN/BELTRAMI
 SK1110  COUNTRY     -  US
 SK1110  USGS QUAD   -  KELLIHER (2019)
 SK1110
 SK1110                         *CURRENT SURVEY CONTROL
 SK1110  ______________________________________________________________________
 SK1110* NAD 83(1986) POSITION- 47 56 26.2    (N) 094 25 04.3    (W)   HD_HELD2
 SK1110* NAVD 88 ORTHO HEIGHT -   420.341 (meters)     1379.07  (feet) ADJUSTED
 SK1110  ______________________________________________________________________
 SK1110  GEOID HEIGHT    -        -28.383 (meters)                     GEOID18
 SK1110  DYNAMIC HEIGHT  -        420.415 (meters)     1379.31  (feet) COMP
 SK1110  MODELED GRAVITY -    980,772.9   (mgal)                       NAVD 88
 SK1110
 SK1110  VERT ORDER      -  SECOND    CLASS I
 SK1110
 SK1110.The horizontal coordinates were established by autonomous hand held GPS
 SK1110.observations and have an estimated accuracy of +/- 10 meters.
 SK1110
 SK1110.The orthometric height was determined by differential leveling and
 SK1110.adjusted by the NATIONAL GEODETIC SURVEY
 SK1110.in June 1991.
 SK1110
 SK1110.Significant digits in the geoid height do not necessarily reflect accuracy.
 SK1110.GEOID18 height accuracy estimate available here.
 SK1110
 SK1110.Click photographs - Photos may exist for this station.
 SK1110
 SK1110.The dynamic height is computed by dividing the NAVD 88
 SK1110.geopotential number by the normal gravity value computed on the
 SK1110.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SK1110.degrees latitude (g = 980.6199 gals.).
 SK1110
 SK1110.The modeled gravity was interpolated from observed gravity values.
 SK1110
 SK1110;                    North         East    Units  Estimated Accuracy
 SK1110;SPC MN N     -   260,997.      701,556.      MT  (+/- 10 meters HH2 GPS)
 SK1110
 SK1110_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUP9411310672(NAD 83)
 SK1110
 SK1110                          SUPERSEDED SURVEY CONTROL
 SK1110
 SK1110.No superseded survey control is available for this station.
 SK1110
 SK1110_MARKER: DV = VERTICAL CONTROL DISK
 SK1110_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 SK1110_STAMPING: 0413 BE 1984
 SK1110_MARK LOGO: MNDT
 SK1110_PROJECTION: FLUSH
 SK1110_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 SK1110_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 SK1110_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 SK1110+SATELLITE: SATELLITE OBSERVATIONS - April 06, 2006
 SK1110
 SK1110  HISTORY     - Date     Condition        Report By
 SK1110  HISTORY     - 19841001 MONUMENTED       MNDT
 SK1110  HISTORY     - 20060406 GOOD             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.
 SK1110
 SK1110                          STATION RECOVERY (2006)
 SK1110
 SK1110'RECOVERY NOTE BY MN DEPT OF TRANSP 2006 (DJS)
 SK1110'1.5 MI (2.4 KM) EAST OF KELLIHER, 1.5 MI (2.4 KM) EAST OF THE JUNCTION
 SK1110'OF COUNTY ROAD 36 AND TRUNK HIGHWAY 72, IN NORTHWEST QUADRANT OF THE
 SK1110'JUNCTION OF COUNTY ROAD 36 AND COUNTY ROAD 107, 29.0 FT (8.8 M) WEST
 SK1110'OF COUNTY ROAD 107, 153 FT (46.6 M) NORTH OF COUNTY ROAD 36, 2 FT (0.6
 SK1110'M) NORTHWEST OF POWER POLE WITH GUY WIRE, 1.5 FT (0.5 M) SOUTHEAST OF
 SK1110'A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 SK1111 ***********************************************************************
 SK1111  DESIGNATION -  0413 BF
 SK1111  PID         -  SK1111
 SK1111  STATE/COUNTY-  MN/BELTRAMI
 SK1111  COUNTRY     -  US
 SK1111  USGS QUAD   -  KELLIHER (2019)
 SK1111
 SK1111                         *CURRENT SURVEY CONTROL
 SK1111  ______________________________________________________________________
 SK1111* NAD 83(1986) POSITION- 47 57 04.62   (N) 094 25 03.77   (W)   HD_HELD1
 SK1111* NAVD 88 ORTHO HEIGHT -   419.740 (meters)     1377.10  (feet) ADJUSTED
 SK1111  ______________________________________________________________________
 SK1111  GEOID HEIGHT    -        -28.393 (meters)                     GEOID18
 SK1111  DYNAMIC HEIGHT  -        419.813 (meters)     1377.34  (feet) COMP
 SK1111  MODELED GRAVITY -    980,774.1   (mgal)                       NAVD 88
 SK1111
 SK1111  VERT ORDER      -  SECOND    CLASS I
 SK1111
 SK1111.The horizontal coordinates were determined by differentially corrected
 SK1111.hand held GPS observations or other comparable positioning techniques
 SK1111.and have an estimated accuracy of +/- 3 meters.
 SK1111
 SK1111.The orthometric height was determined by differential leveling and
 SK1111.adjusted by the NATIONAL GEODETIC SURVEY
 SK1111.in June 1991.
 SK1111
 SK1111.Significant digits in the geoid height do not necessarily reflect accuracy.
 SK1111.GEOID18 height accuracy estimate available here.
 SK1111
 SK1111.Click photographs - Photos may exist for this station.
 SK1111
 SK1111.The dynamic height is computed by dividing the NAVD 88
 SK1111.geopotential number by the normal gravity value computed on the
 SK1111.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SK1111.degrees latitude (g = 980.6199 gals.).
 SK1111
 SK1111.The modeled gravity was interpolated from observed gravity values.
 SK1111
 SK1111;                    North         East    Units  Estimated Accuracy
 SK1111;SPC MN N     -   262,183.3     701,586.7     MT  (+/- 3 meters HH1 GPS) 
 SK1111
 SK1111_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUP9414611858(NAD 83)
 SK1111
 SK1111                          SUPERSEDED SURVEY CONTROL
 SK1111
 SK1111.No superseded survey control is available for this station.
 SK1111
 SK1111_MARKER: DV = VERTICAL CONTROL DISK
 SK1111_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 SK1111_STAMPING: 0413 BF 1984
 SK1111_MARK LOGO: MNDT
 SK1111_PROJECTION: PROJECTING 3 CENTIMETERS
 SK1111_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 SK1111_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 SK1111_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 SK1111+SATELLITE: SATELLITE OBSERVATIONS - April 06, 2006
 SK1111
 SK1111  HISTORY     - Date     Condition        Report By
 SK1111  HISTORY     - 19841001 MONUMENTED       MNDT
 SK1111  HISTORY     - 20060406 GOOD             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.
 SK1111
 SK1111                          STATION RECOVERY (2006)
 SK1111
 SK1111'RECOVERY NOTE BY MN DEPT OF TRANSP 2006 (DJS)
 SK1111'1.5 MI (2.4 KM) EAST-NORTHEAST OF KELLIHER, 1.5 MI (2.4 KM) EAST ALONG
 SK1111'COUNTY ROAD 36  FROM THE JUNCTION OF TRUNK HIGHWAY 72 AND COUNTY ROAD
 SK1111'76, THEN 0.8 MI (1.3 KM) NORTH ALONG COUNTY ROAD 107, 29 FT (8.8 M)
 SK1111'WEST OF COUNTY ROAD 107, 20.5 FT (6.2 M) NORTH OF CORNER FENCE POST,
 SK1111'2.2 FT (0.7 M) EAST OF POWER POLE, 0.8 FT (24 CM) EAST OF A FENCELINE,
 SK1111'1.2 FT (0.4 M) NORTH OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 SK1112 ***********************************************************************
 SK1112  DESIGNATION -  0413 BG
 SK1112  PID         -  SK1112
 SK1112  STATE/COUNTY-  MN/BELTRAMI
 SK1112  COUNTRY     -  US
 SK1112  USGS QUAD   -  KELLIHER (2019)
 SK1112
 SK1112                         *CURRENT SURVEY CONTROL
 SK1112  ______________________________________________________________________
 SK1112* NAD 83(1986) POSITION- 47 57 54.     (N) 094 25 03.     (W)   SCALED
 SK1112* NAVD 88 ORTHO HEIGHT -   413.351 (meters)     1356.14  (feet) ADJUSTED
 SK1112  ______________________________________________________________________
 SK1112  GEOID HEIGHT    -        -28.407 (meters)                     GEOID18
 SK1112  DYNAMIC HEIGHT  -        413.424 (meters)     1356.38  (feet) COMP
 SK1112  MODELED GRAVITY -    980,775.7   (mgal)                       NAVD 88
 SK1112
 SK1112  VERT ORDER      -  SECOND    CLASS I
 SK1112
 SK1112.The horizontal coordinates were scaled from a map and have
 SK1112.an estimated accuracy of +/- 6 seconds.
 SK1112
 SK1112.The orthometric height was determined by differential leveling and
 SK1112.adjusted by the NATIONAL GEODETIC SURVEY
 SK1112.in June 1991.
 SK1112
 SK1112.Significant digits in the geoid height do not necessarily reflect accuracy.
 SK1112.GEOID18 height accuracy estimate available here.
 SK1112
 SK1112.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUP941133(NAD 83)
 SK1112
 SK1112                          SUPERSEDED SURVEY CONTROL
 SK1112
 SK1112.No superseded survey control is available for this station.
 SK1112
 SK1112_MARKER: DV = VERTICAL CONTROL DISK
 SK1112_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 SK1112_STAMPING: 0413 BG 1984
 SK1112_MARK LOGO: MNDT
 SK1112_PROJECTION: FLUSH
 SK1112_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 SK1112_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 SK1112_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 SK1112+SATELLITE: SATELLITE OBSERVATIONS - April 06, 2006
 SK1112
 SK1112  HISTORY     - Date     Condition        Report By
 SK1112  HISTORY     - 19841001 MONUMENTED       MNDT
 SK1112  HISTORY     - 20060406 GOOD             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.
 SK1112
 SK1112                          STATION RECOVERY (2006)
 SK1112
 SK1112'RECOVERY NOTE BY MN DEPT OF TRANSP 2006 (DJS)
 SK1112'1.75 MI (2.82 KM) NORTHEAST OF KELLIHER, 1.5 MI (2.4 KM) EAST OF THE
 SK1112'JUNCTION OF COUNTY ROAD 36 AND TRUNK HIGHWAY 72, 1.7 MI (2.7 KM) NORTH
 SK1112'ON COUNTY ROAD 107, 56.0 FT (17.1 M) WEST OF COUNTY ROAD 107, 21.0 FT
 SK1112'(6.4 M) NORTH OF TRAIL WEST, 1.1 FT (0.3 M) EAST-SOUTHEAST OF A
 SK1112'WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DP2290 ***********************************************************************
 DP2290  DESIGNATION -  0413 BJ RESET
 DP2290  PID         -  DP2290
 DP2290  STATE/COUNTY-  MN/BELTRAMI
 DP2290  COUNTRY     -  US
 DP2290  USGS QUAD   -  KELLIHER (2019)
 DP2290
 DP2290                         *CURRENT SURVEY CONTROL
 DP2290  ______________________________________________________________________
 DP2290* NAD 83(2011) POSITION- 47 55 56.09458(N) 094 26 51.24077(W)   ADJUSTED
 DP2290* NAD 83(2011) ELLIP HT-   387.782 (meters)        (04/03/18)   ADJUSTED
 DP2290* NAD 83(2011) EPOCH   -  2010.00
 DP2290* NAVD 88 ORTHO HEIGHT -   416.143 (meters)     1365.30  (feet) ADJUSTED
 DP2290  ______________________________________________________________________
 DP2290  GEOID HEIGHT    -        -28.356 (meters)                     GEOID18
 DP2290  NAD 83(2011) X  -   -332,022.082 (meters)                     COMP
 DP2290  NAD 83(2011) Y  - -4,268,679.919 (meters)                     COMP
 DP2290  NAD 83(2011) Z  -  4,712,120.153 (meters)                     COMP
 DP2290  LAPLACE CORR    -         -1.94  (seconds)                    DEFLEC18
 DP2290  DYNAMIC HEIGHT  -        416.216 (meters)     1365.54  (feet) COMP
 DP2290  MODELED GRAVITY -    980,772.9   (mgal)                       NAVD 88
 DP2290
 DP2290  VERT ORDER      -  SECOND    CLASS I
 DP2290
 DP2290  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DP2290  Standards:
 DP2290         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DP2290            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DP2290  -------------------------------------------------------------------
 DP2290  NETWORK    0.45   1.43           0.21   0.15   0.73      0.05123880
 DP2290  -------------------------------------------------------------------
 DP2290  Click here for local accuracies and other accuracy information.
 DP2290
 DP2290.The horizontal coordinates were established by GPS observations
 DP2290.and adjusted by the MN DEPT OF TRANSP in April 2018.
 DP2290
 DP2290.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DP2290.been affixed to the stable North American tectonic plate. See 
 DP2290.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DP2290
 DP2290.The horizontal coordinates are valid at the epoch date displayed above
 DP2290.which is a decimal equivalence of Year/Month/Day.
 DP2290
 DP2290.The orthometric height was determined by differential leveling and
 DP2290.adjusted by the NATIONAL GEODETIC SURVEY
 DP2290.in September 2014.
 DP2290
 DP2290.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP2290.GEOID18 height accuracy estimate available here.
 DP2290
 DP2290.Click photographs - Photos may exist for this station.
 DP2290
 DP2290.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DP2290
 DP2290.The Laplace correction was computed from DEFLEC18 derived deflections.
 DP2290
 DP2290.The ellipsoidal height was determined by GPS observations
 DP2290.and is referenced to NAD 83.
 DP2290
 DP2290.The dynamic height is computed by dividing the NAVD 88
 DP2290.geopotential number by the normal gravity value computed on the
 DP2290.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP2290.degrees latitude (g = 980.6199 gals.).
 DP2290
 DP2290.The modeled gravity was interpolated from observed gravity values.
 DP2290
 DP2290. The following values were computed from the NAD 83(2011) position.
 DP2290
 DP2290;                    North         East     Units Scale Factor Converg.
 DP2290;SPC MN N     -   260,105.747   699,320.488   MT  0.99990424   -0 59 55.8
 DP2290;SPC MN N     -   853,363.60  2,294,353.97   sFT  0.99990424   -0 59 55.8
 DP2290;UTM  15      - 5,309,784.011   391,877.872   MT  0.99974365   -1 04 29.0
 DP2290
 DP2290!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DP2290!SPC MN N     -   0.99993923  x   0.99990424  =   0.99984347
 DP2290!UTM  15      -   0.99993923  x   0.99974365  =   0.99968289
 DP2290
 DP2290_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUP9187709784(NAD 83)
 DP2290
 DP2290                          SUPERSEDED SURVEY CONTROL
 DP2290
 DP2290.No superseded survey control is available for this station.
 DP2290
 DP2290_MARKER: I = METAL ROD
 DP2290_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DP2290_STAMPING: 0413 BJ RESET 2012
 DP2290_MARK LOGO: MNDT
 DP2290_PROJECTION: RECESSED 13 CENTIMETERS
 DP2290_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DP2290_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DP2290_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP2290+SATELLITE: SATELLITE OBSERVATIONS - May 12, 2017
 DP2290_ROD/PIPE-DEPTH: 4.6 meters
 DP2290
 DP2290  HISTORY     - Date     Condition        Report By
 DP2290  HISTORY     - 20120821 MONUMENTED       MNDT
 DP2290  HISTORY     - 20140721 GOOD             MNDT
 DP2290  HISTORY     - 20170512 GOOD             MNDT
 DP2290
 DP2290                          STATION DESCRIPTION
 DP2290
 DP2290'DESCRIBED BY MN DEPT OF TRANSP 2012
 DP2290'THE STATION IS LOCATED ABOUT 10.3 MI (16.6 KM) NORTH OF FUNKLEY, 8.8
 DP2290'MI (14.2 KM) WEST-NORTHWEST OF NORTHOME AND 0.7 MI (1.1 KM) SOUTH OF
 DP2290'KELLIHER.
 DP2290'
 DP2290'TO REACH THE MARK 0.7 MI (1.1 KM) SOUTH ALONG TRUNK HIGHWAY 71 FROM
 DP2290'THE JUNCTION OF TRUNK HIGHWAY 72 AND COUNTY ROAD 36 IN KELLIHER AT, AT
 DP2290'TRUNK HIGHWAY 72 MILE POINT 19.05.
 DP2290'
 DP2290'THE MARK IS LOCATED 74.0 FT (22.6 M) EAST OF TRUNK HIGHWAY 72, 17 FT
 DP2290'(5.2 M) NORTH OF ENTRANCE, 162 FT (49.4 M) NORTH-NORTHEAST OF MILEPOST
 DP2290'19, 2.0 FT (0.6 M) WEST OF A FENCE LINE, 1.3 FT (0.4 M) SOUTHWEST OF A
 DP2290'WITNESS POST.
 DP2290'
 DP2290'NOTE - THE STATION MARK CONSISTS OF A 3/4 INCH (19 MM) DIAMETER
 DP2290'ALUMINUM ROD DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL MARK
 DP2290'REMOVABLE DISK SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY
 DP2290'A SIX-INCH PVC PIPE BACKFILLED WITH WASHED SAND.
 DP2290
 DP2290                          STATION RECOVERY (2014)
 DP2290
 DP2290'RECOVERY NOTE BY MN DEPT OF TRANSP 2014 (KMS)
 DP2290'RECOVERED AS DESCRIBED.
 DP2290'
 DP2290'NOTE-THE STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM ROD
 DP2290'DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION REMOVABLE DISK
 DP2290'SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH PVC
 DP2290'PIPE BACK FILLED WITH WASHED SAND.
 DP2290
 DP2290                          STATION RECOVERY (2017)
 DP2290
 DP2290'RECOVERY NOTE BY MN DEPT OF TRANSP 2017 (CLW)
 DP2290'0.75 MILE SOUTH OF KELLIHER, 0.7 MILE SOUTH ALONG TRUNK HIGHWAY 71
 DP2290'FROM THE JUNCTION OF TRUNK HIGHWAY 72 AND COUNTY ROAD 36 IN KELLIHER,
 DP2290'AT TRUNK HIGHWAY 72 MILEPOINT 19.05, 74.0 FEET EAST OF TRUNK HIGHWAY
 DP2290'72, 17 FEET NORTH OF ENTRANCE, 162 FEET NORTH-NORTHEAST OF MILEPOST
 DP2290'19, 2.0 FEET WEST OF A FENCE LINE, 1.3 FEET SOUTHWEST OF A WITNESS
 DP2290'POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DP2289 ***********************************************************************
 DP2289  DESIGNATION -  0413 BK RESET
 DP2289  PID         -  DP2289
 DP2289  STATE/COUNTY-  MN/BELTRAMI
 DP2289  COUNTRY     -  US
 DP2289  USGS QUAD   -  KELLIHER (2019)
 DP2289
 DP2289                         *CURRENT SURVEY CONTROL
 DP2289  ______________________________________________________________________
 DP2289* NAD 83(2011) POSITION- 47 54 24.58979(N) 094 26 32.82910(W)   ADJUSTED
 DP2289* NAD 83(2011) ELLIP HT-   381.927 (meters)        (04/03/18)   ADJUSTED
 DP2289* NAD 83(2011) EPOCH   -  2010.00
 DP2289* NAVD 88 ORTHO HEIGHT -   410.272 (meters)     1346.03  (feet) ADJUSTED
 DP2289  ______________________________________________________________________
 DP2289  GEOID HEIGHT    -        -28.341 (meters)                     GEOID18
 DP2289  NAD 83(2011) X  -   -331,803.231 (meters)                     COMP
 DP2289  NAD 83(2011) Y  - -4,270,797.066 (meters)                     COMP
 DP2289  NAD 83(2011) Z  -  4,710,221.651 (meters)                     COMP
 DP2289  LAPLACE CORR    -         -2.42  (seconds)                    DEFLEC18
 DP2289  DYNAMIC HEIGHT  -        410.342 (meters)     1346.26  (feet) COMP
 DP2289  MODELED GRAVITY -    980,770.0   (mgal)                       NAVD 88
 DP2289
 DP2289  VERT ORDER      -  SECOND    CLASS I
 DP2289
 DP2289  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DP2289  Standards:
 DP2289         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DP2289            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DP2289  -------------------------------------------------------------------
 DP2289  NETWORK    0.44   1.35           0.20   0.15   0.69      0.04861890
 DP2289  -------------------------------------------------------------------
 DP2289  Click here for local accuracies and other accuracy information.
 DP2289
 DP2289.The horizontal coordinates were established by GPS observations
 DP2289.and adjusted by the MN DEPT OF TRANSP in April 2018.
 DP2289
 DP2289.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DP2289.been affixed to the stable North American tectonic plate. See 
 DP2289.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DP2289
 DP2289.The horizontal coordinates are valid at the epoch date displayed above
 DP2289.which is a decimal equivalence of Year/Month/Day.
 DP2289
 DP2289.The orthometric height was determined by differential leveling and
 DP2289.adjusted by the NATIONAL GEODETIC SURVEY
 DP2289.in September 2014.
 DP2289
 DP2289.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP2289.GEOID18 height accuracy estimate available here.
 DP2289
 DP2289.Click photographs - Photos may exist for this station.
 DP2289
 DP2289.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DP2289
 DP2289.The Laplace correction was computed from DEFLEC18 derived deflections.
 DP2289
 DP2289.The ellipsoidal height was determined by GPS observations
 DP2289.and is referenced to NAD 83.
 DP2289
 DP2289.The dynamic height is computed by dividing the NAVD 88
 DP2289.geopotential number by the normal gravity value computed on the
 DP2289.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP2289.degrees latitude (g = 980.6199 gals.).
 DP2289
 DP2289.The modeled gravity was interpolated from observed gravity values.
 DP2289
 DP2289. The following values were computed from the NAD 83(2011) position.
 DP2289
 DP2289;                    North         East     Units Scale Factor Converg.
 DP2289;SPC MN N     -   257,273.600   699,653.478   MT  0.99990359   -0 59 42.2
 DP2289;SPC MN N     -   844,071.80  2,295,446.45   sFT  0.99990359   -0 59 42.2
 DP2289;UTM  15      - 5,306,951.882   392,207.070   MT  0.99974278   -1 04 13.7
 DP2289
 DP2289!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DP2289!SPC MN N     -   0.99994014  x   0.99990359  =   0.99984374
 DP2289!UTM  15      -   0.99994014  x   0.99974278  =   0.99968294
 DP2289
 DP2289_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUP9220706951(NAD 83)
 DP2289
 DP2289                          SUPERSEDED SURVEY CONTROL
 DP2289
 DP2289.No superseded survey control is available for this station.
 DP2289
 DP2289_MARKER: I = METAL ROD
 DP2289_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DP2289_STAMPING: 0413 BK RESET 2012
 DP2289_MARK LOGO: MNDT
 DP2289_PROJECTION: RECESSED 10 CENTIMETERS
 DP2289_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DP2289_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DP2289_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP2289+SATELLITE: SATELLITE OBSERVATIONS - May 17, 2017
 DP2289_ROD/PIPE-DEPTH: 7.6 meters
 DP2289
 DP2289  HISTORY     - Date     Condition        Report By
 DP2289  HISTORY     - 20120808 MONUMENTED       MNDT
 DP2289  HISTORY     - 20170517 GOOD             MNDT
 DP2289
 DP2289                          STATION DESCRIPTION
 DP2289
 DP2289'DESCRIBED BY MN DEPT OF TRANSP 2012
 DP2289'THE STATION IS LOCATED ABOUT 8.5 MI (13.7 KM) NORTH OF FUNKLEY, 7.9 MI
 DP2289'(12.7 KM) WEST-NORTHWEST OF NORTHOME AND 2.4 MI (3.9 KM) SOUTH OF
 DP2289'KELLIHER.
 DP2289'
 DP2289'TO REACH THE MARK GO 2.5 MI (4.0 KM) SOUTH ALONG TRUNK HIGHWAY 72 FROM
 DP2289'THE JUNCTION OF TRUNK HIGHWAY 72 AND COUNTY ROAD 36 IN KELLIHER, AT
 DP2289'TRUNK HIGHWAY 72 MILE POINT 17.25.
 DP2289'
 DP2289'THE MARK IS LOCATED 127 FT (38.7 M) WEST OF TRUNK HIGHWAY 72, 19 FT
 DP2289'(5.8 M) SOUTH OF A FIELD ENTRANCE, 153 FT (46.6 M) SOUTHWEST OF POWER
 DP2289'POLE, 5.5 FT (1.7 M) NORTH OF LARGE ROCK, 1.1 FT (0.3 M) WEST OF A
 DP2289'WITNESS POST.
 DP2289'
 DP2289'NOTE - THE STATION MARK CONSISTS OF A 3/4 INCH (19 MM) DIAMETER
 DP2289'ALUMINUM ROD DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL MARK
 DP2289'REMOVABLE DISK SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY
 DP2289'A SIX-INCH PVC PIPE BACKFILLED WITH WASHED SAND.
 DP2289
 DP2289                          STATION RECOVERY (2017)
 DP2289
 DP2289'RECOVERY NOTE BY MN DEPT OF TRANSP 2017 (CLW)
 DP2289'2.5 MILES SOUTH OF KELLIHER, 2.5 MILES SOUTH ALONG TRUNK HIGHWAY 72
 DP2289'FROM THE JUNCTION OF TRUNK HIGHWAY 72 AND COUNTY ROAD 36 IN KELLIHER,
 DP2289'AT TRUNK HIGHWAY 72 MILEPOINT 17.25, 127 FEET WEST OF TRUNK HIGHWAY
 DP2289'72, 19 FEET SOUTH OF FIELD ENTRANCE, 5.5 FEET NORTH OF LARGE ROCK, 1.1
 DP2289'FEET WEST OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DP2287 ***********************************************************************
 DP2287  DESIGNATION -  0413 BL RESET
 DP2287  PID         -  DP2287
 DP2287  STATE/COUNTY-  MN/BELTRAMI
 DP2287  COUNTRY     -  US
 DP2287  USGS QUAD   -  KELLIHER (2019)
 DP2287
 DP2287                         *CURRENT SURVEY CONTROL
 DP2287  ______________________________________________________________________
 DP2287* NAD 83(2011) POSITION- 47 52 44.51610(N) 094 26 22.35896(W)   ADJUSTED
 DP2287* NAD 83(2011) ELLIP HT-   382.776 (meters)        (04/03/18)   ADJUSTED
 DP2287* NAD 83(2011) EPOCH   -  2010.00
 DP2287* NAVD 88 ORTHO HEIGHT -   411.107 (meters)     1348.77  (feet) ADJUSTED
 DP2287  ______________________________________________________________________
 DP2287  GEOID HEIGHT    -        -28.326 (meters)                     GEOID18
 DP2287  NAD 83(2011) X  -   -331,763.997 (meters)                     COMP
 DP2287  NAD 83(2011) Y  - -4,273,100.799 (meters)                     COMP
 DP2287  NAD 83(2011) Z  -  4,708,149.694 (meters)                     COMP
 DP2287  LAPLACE CORR    -         -2.98  (seconds)                    DEFLEC18
 DP2287  DYNAMIC HEIGHT  -        411.176 (meters)     1349.00  (feet) COMP
 DP2287  MODELED GRAVITY -    980,766.9   (mgal)                       NAVD 88
 DP2287
 DP2287  VERT ORDER      -  SECOND    CLASS I
 DP2287
 DP2287  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DP2287  Standards:
 DP2287         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DP2287            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DP2287  -------------------------------------------------------------------
 DP2287  NETWORK    0.44   1.37           0.20   0.15   0.70      0.07307195
 DP2287  -------------------------------------------------------------------
 DP2287  Click here for local accuracies and other accuracy information.
 DP2287
 DP2287.The horizontal coordinates were established by GPS observations
 DP2287.and adjusted by the MN DEPT OF TRANSP in April 2018.
 DP2287
 DP2287.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DP2287.been affixed to the stable North American tectonic plate. See 
 DP2287.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DP2287
 DP2287.The horizontal coordinates are valid at the epoch date displayed above
 DP2287.which is a decimal equivalence of Year/Month/Day.
 DP2287
 DP2287.The orthometric height was determined by differential leveling and
 DP2287.adjusted by the NATIONAL GEODETIC SURVEY
 DP2287.in September 2014.
 DP2287
 DP2287.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP2287.GEOID18 height accuracy estimate available here.
 DP2287
 DP2287.Click photographs - Photos may exist for this station.
 DP2287
 DP2287.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DP2287
 DP2287.The Laplace correction was computed from DEFLEC18 derived deflections.
 DP2287
 DP2287.The ellipsoidal height was determined by GPS observations
 DP2287.and is referenced to NAD 83.
 DP2287
 DP2287.The dynamic height is computed by dividing the NAVD 88
 DP2287.geopotential number by the normal gravity value computed on the
 DP2287.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP2287.degrees latitude (g = 980.6199 gals.).
 DP2287
 DP2287.The modeled gravity was interpolated from observed gravity values.
 DP2287
 DP2287. The following values were computed from the NAD 83(2011) position.
 DP2287
 DP2287;                    North         East     Units Scale Factor Converg.
 DP2287;SPC MN N     -   254,179.754   699,817.299   MT  0.99990311   -0 59 34.4
 DP2287;SPC MN N     -   833,921.41  2,295,983.92   sFT  0.99990311   -0 59 34.4
 DP2287;UTM  15      - 5,303,858.321   392,366.805   MT  0.99974235   -1 04 04.3
 DP2287
 DP2287!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DP2287!SPC MN N     -   0.99994001  x   0.99990311  =   0.99984313
 DP2287!UTM  15      -   0.99994001  x   0.99974235  =   0.99968238
 DP2287
 DP2287_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUP9236603858(NAD 83)
 DP2287
 DP2287                          SUPERSEDED SURVEY CONTROL
 DP2287
 DP2287.No superseded survey control is available for this station.
 DP2287
 DP2287_MARKER: I = METAL ROD
 DP2287_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DP2287_STAMPING: 0413 BL RESET 2012
 DP2287_MARK LOGO: MNDT
 DP2287_PROJECTION: RECESSED 10 CENTIMETERS
 DP2287_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DP2287_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DP2287_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP2287+SATELLITE: SATELLITE OBSERVATIONS - October 24, 2017
 DP2287_ROD/PIPE-DEPTH: 6.1 meters
 DP2287
 DP2287  HISTORY     - Date     Condition        Report By
 DP2287  HISTORY     - 20120808 MONUMENTED       MNDT
 DP2287  HISTORY     - 20170517 GOOD             MNDT
 DP2287  HISTORY     - 20171024 GOOD             MNDT
 DP2287
 DP2287                          STATION DESCRIPTION
 DP2287
 DP2287'DESCRIBED BY MN DEPT OF TRANSP 2012
 DP2287'THE STATION IS LOCATED ABOUT 7.4 MI (11.9 KM) WEST OF NORTHOME, 6.6 MI
 DP2287'(10.6 KM) NORTH OF FUNKLEY AND 4.3 MI (6.9 KM) SOUTH OF KELLIHER.
 DP2287'
 DP2287'TO REACH THE MARK GO 4.35 MI (7.0 KM) SOUTH ALONG TRUNK HIGHWAY 72
 DP2287'FROM THE JUNCTION OF TRUNK HIGHWAY 72 AND COUNTY ROAD 36 IN KELLIHER,
 DP2287'AT TRUNK HIGHWAY 72 MILE POINT 15.3.
 DP2287'
 DP2287'THE MARK IS LOCATED 76.0 FT (23.2 M) WEST OF TRUNK HIGHWAY 72, 24 FT
 DP2287'(7.3 M) NORTH OF DRIVEWAY NUMBER 35345, 151 FT (46.0 M) SOUTH OF POWER
 DP2287'POLE, 1.8 FT (0.5 M) SOUTHEAST OF A WITNESS POST.
 DP2287'
 DP2287'NOTE - THE STATION MARK CONSISTS OF A 3/4 INCH (19 MM) DIAMETER
 DP2287'ALUMINUM ROD DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL MARK
 DP2287'REMOVABLE DISK SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY
 DP2287'A SIX-INCH PVC PIPE BACKFILLED WITH WASHED SAND.
 DP2287
 DP2287                          STATION RECOVERY (2017)
 DP2287
 DP2287'RECOVERY NOTE BY MN DEPT OF TRANSP 2017 (ALS)
 DP2287'4.5 MILES SOUTH OF KELLIHER, 4.35 MILES SOUTH ALONG TRUNK HIGHWAY 72
 DP2287'FROM THE JUNCTION OF TRUNK HIGHWAY 72 AND COUNTY ROAD 36 IN KELLIHER,
 DP2287'AT TRUNK HIGHWAY 72 MILEPOINT 15.3, 76.0 FEET WEST OF TRUNK HIGHWAY
 DP2287'72, 24 FEET NORTH OF DRIVEWAY NUMBER 35345, 1.8 FEET SOUTHEAST OF A
 DP2287'WITNESS POST.
 DP2287
 DP2287                          STATION RECOVERY (2017)
 DP2287
 DP2287'RECOVERY NOTE BY MN DEPT OF TRANSP 2017 (DAS)
 DP2287'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DO7144 ***********************************************************************
 DO7144  DESIGNATION -  0413 BM
 DO7144  PID         -  DO7144
 DO7144  STATE/COUNTY-  MN/BELTRAMI
 DO7144  COUNTRY     -  US
 DO7144  USGS QUAD   -  WASKISH (2019)
 DO7144
 DO7144                         *CURRENT SURVEY CONTROL
 DO7144  ______________________________________________________________________
 DO7144* NAD 83(1986) POSITION- 48 09 00.63   (N) 094 30 42.99   (W)   HD_HELD1
 DO7144* NAVD 88 ORTHO HEIGHT -   359.774 (meters)     1180.36  (feet) ADJUSTED
 DO7144  ______________________________________________________________________
 DO7144  GEOID HEIGHT    -        -28.597 (meters)                     GEOID18
 DO7144  DYNAMIC HEIGHT  -        359.844 (meters)     1180.59  (feet) COMP
 DO7144  MODELED GRAVITY -    980,794.5   (mgal)                       NAVD 88
 DO7144
 DO7144  VERT ORDER      -  SECOND    CLASS I
 DO7144
 DO7144.The horizontal coordinates were determined by differentially corrected
 DO7144.hand held GPS observations or other comparable positioning techniques
 DO7144.and have an estimated accuracy of +/- 3 meters.
 DO7144
 DO7144.The orthometric height was determined by differential leveling and
 DO7144.adjusted by the NATIONAL GEODETIC SURVEY
 DO7144.in April 2020.
 DO7144
 DO7144.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO7144.GEOID18 height accuracy estimate available here.
 DO7144
 DO7144.Click photographs - Photos may exist for this station.
 DO7144
 DO7144.The dynamic height is computed by dividing the NAVD 88
 DO7144.geopotential number by the normal gravity value computed on the
 DO7144.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO7144.degrees latitude (g = 980.6199 gals.).
 DO7144
 DO7144.The modeled gravity was interpolated from observed gravity values.
 DO7144
 DO7144;                    North         East    Units  Estimated Accuracy
 DO7144;SPC MN N     -   284,416.9     694,954.0     MT  (+/- 3 meters HH1 GPS) 
 DO7144
 DO7144_U.S. NATIONAL GRID SPATIAL ADDRESS: 15UUP8754534097(NAD 83)
 DO7144
 DO7144                          SUPERSEDED SURVEY CONTROL
 DO7144
 DO7144  NAVD 88 (10/22/13)  359.777  (m)         1180.37   (f) SUPERSEDED  2 1
 DO7144
 DO7144.Superseded values are not recommended for survey control.
 DO7144
 DO7144.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DO7144.See file dsdata.pdf to determine how the superseded data were derived.
 DO7144
 DO7144_MARKER: DD = SURVEY DISK
 DO7144_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DO7144_STAMPING: 0413 BM 2011
 DO7144_MARK LOGO: MNDT
 DO7144_PROJECTION: FLUSH
 DO7144_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DO7144_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DO7144+STABILITY: SURFACE MOTION
 DO7144_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DO7144+SATELLITE: SATELLITE OBSERVATIONS - July 22, 2014
 DO7144
 DO7144  HISTORY     - Date     Condition        Report By
 DO7144  HISTORY     - 20111004 MONUMENTED       MNDT
 DO7144  HISTORY     - 20140722 GOOD             MNDT
 DO7144
 DO7144                          STATION DESCRIPTION
 DO7144
 DO7144'DESCRIBED BY MN DEPT OF TRANSP 2011
 DO7144'THE STATION IS LOCATED ABOUT 14.3 MI (23.0 KM) NORTH-NORTHEAST OF
 DO7144'SAUM, 9.1 MI (14.6 KM) NORTHEAST OF SHOTLEY AND 0.8 MI (1.3 KM) SOUTH
 DO7144'OF WASKISH.
 DO7144'
 DO7144'TO REACH THE MARK GO 1.7 MI (2.7 KM) SOUTH ALONG TRUNK HIGHWAY 72 FROM
 DO7144'THE JUNCTION OF TRUNK HIGHWAY 72 AND BRIDGE NUMBER 04002 OVER TAMARAC
 DO7144'RIVER IN WASKISH TO TRUNK HIGHWAY 72 MILE POINT 34.95, THENCE 0.1 MI
 DO7144'(0.2 KM) SOUTH WEST ON WASKISH TOWNSHIP ROAD 10 (ENTRANCE NUMBER
 DO7144'54133/54137 TO AIRPORT ROAD).
 DO7144'
 DO7144'THE MARK IS LOCATED 69.8 FT (21.3 M) SOUTH EAST OFF ENTRANCE TO
 DO7144'AIRPORT, 25.3 FT (7.7 M) NORTHEAST OF WEATHER STATION TOWER, 13.8 FT
 DO7144'(4.2 M) SOUTH EAST OF POWER CABINET NUMBER 417275.
 DO7144
 DO7144                          STATION RECOVERY (2014)
 DO7144
 DO7144'RECOVERY NOTE BY MN DEPT OF TRANSP 2014 (MAS)
 DO7144'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DP2288 ***********************************************************************
 DP2288  DESIGNATION -  0413 BN
 DP2288  PID         -  DP2288
 DP2288  STATE/COUNTY-  MN/BELTRAMI
 DP2288  COUNTRY     -  US
 DP2288  USGS QUAD   -  KELLIHER (2019)
 DP2288
 DP2288                         *CURRENT SURVEY CONTROL
 DP2288  ______________________________________________________________________
 DP2288* NAD 83(2011) POSITION- 47 53 32.73210(N) 094 26 25.93002(W)   ADJUSTED
 DP2288* NAD 83(2011) ELLIP HT-   382.836 (meters)        (04/03/18)   ADJUSTED
 DP2288* NAD 83(2011) EPOCH   -  2010.00
 DP2288* NAVD 88 ORTHO HEIGHT -   411.180 (meters)     1349.01  (feet) ADJUSTED
 DP2288  ______________________________________________________________________
 DP2288  GEOID HEIGHT    -        -28.333 (meters)                     GEOID18
 DP2288  NAD 83(2011) X  -   -331,752.445 (meters)                     COMP
 DP2288  NAD 83(2011) Y  - -4,271,993.658 (meters)                     COMP
 DP2288  NAD 83(2011) Z  -  4,709,148.459 (meters)                     COMP
 DP2288  LAPLACE CORR    -         -2.70  (seconds)                    DEFLEC18
 DP2288  DYNAMIC HEIGHT  -        411.250 (meters)     1349.24  (feet) COMP
 DP2288  MODELED GRAVITY -    980,768.3   (mgal)                       NAVD 88
 DP2288
 DP2288  VERT ORDER      -  SECOND    CLASS I
 DP2288
 DP2288  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DP2288  Standards:
 DP2288         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DP2288            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DP2288  -------------------------------------------------------------------
 DP2288  NETWORK    0.42   1.33           0.20   0.13   0.68      0.05663821
 DP2288  -------------------------------------------------------------------
 DP2288  Click here for local accuracies and other accuracy information.
 DP2288
 DP2288.The horizontal coordinates were established by GPS observations
 DP2288.and adjusted by the MN DEPT OF TRANSP in April 2018.
 DP2288
 DP2288.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DP2288.been affixed to the stable North American tectonic plate. See 
 DP2288.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DP2288
 DP2288.The horizontal coordinates are valid at the epoch date displayed above
 DP2288.which is a decimal equivalence of Year/Month/Day.
 DP2288
 DP2288.The orthometric height was determined by differential leveling and
 DP2288.adjusted by the NATIONAL GEODETIC SURVEY
 DP2288.in September 2014.
 DP2288
 DP2288.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP2288.GEOID18 height accuracy estimate available here.
 DP2288
 DP2288.Click photographs - Photos may exist for this station.
 DP2288
 DP2288.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DP2288
 DP2288.The Laplace correction was computed from DEFLEC18 derived deflections.
 DP2288
 DP2288.The ellipsoidal height was determined by GPS observations
 DP2288.and is referenced to NAD 83.
 DP2288
 DP2288.The dynamic height is computed by dividing the NAVD 88
 DP2288.geopotential number by the normal gravity value computed on the
 DP2288.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP2288.degrees latitude (g = 980.6199 gals.).
 DP2288
 DP2288.The modeled gravity was interpolated from observed gravity values.
 DP2288
 DP2288. The following values were computed from the NAD 83(2011) position.
 DP2288
 DP2288;                    North         East     Units Scale Factor Converg.
 DP2288;SPC MN N     -   255,669.851   699,768.941   MT  0.99990331   -0 59 37.1
 DP2288;SPC MN N     -   838,810.17  2,295,825.27   sFT  0.99990331   -0 59 37.1
 DP2288;UTM  15      - 5,305,348.240   392,320.406   MT  0.99974248   -1 04 07.7
 DP2288
 DP2288!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DP2288!SPC MN N     -   0.99994000  x   0.99990331  =   0.99984332
 DP2288!UTM  15      -   0.99994000  x   0.99974248  =   0.99968250
 DP2288
 DP2288_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUP9232005348(NAD 83)
 DP2288
 DP2288                          SUPERSEDED SURVEY CONTROL
 DP2288
 DP2288.No superseded survey control is available for this station.
 DP2288
 DP2288_MARKER: I = METAL ROD
 DP2288_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DP2288_STAMPING: 0413 BN 2012
 DP2288_MARK LOGO: MNDT
 DP2288_PROJECTION: RECESSED 3 CENTIMETERS
 DP2288_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DP2288_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DP2288_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP2288+SATELLITE: SATELLITE OBSERVATIONS - May 17, 2017
 DP2288_ROD/PIPE-DEPTH: 9.1 meters
 DP2288
 DP2288  HISTORY     - Date     Condition        Report By
 DP2288  HISTORY     - 20120912 MONUMENTED       MNDT
 DP2288  HISTORY     - 20170517 GOOD             MNDT
 DP2288
 DP2288                          STATION DESCRIPTION
 DP2288
 DP2288'DESCRIBED BY MN DEPT OF TRANSP 2012
 DP2288'THE STATION IS LOCATED ABOUT 7.6 MI (12.2 KM) WEST OF NORTHOME.
 DP2288'
 DP2288'TO REACH THE MARK GO 7.5 MI (12.1 KM) NORTH OF FUNKLEY AND 3.4 MI (5.5
 DP2288'KM) SOUTH OF KELLIHER.  1.3 MI (2.1 KM) NORTH OF SHOOK'S, 1.25 MI (2.0
 DP2288'KM) NORTH ALONG TRUNK HIGHWAY 72 FROM THE JUNCTION OF TRUNK HIGHWAY 72
 DP2288'AND TRUNK HIGHWAY 1 IN SHOOK'S, AT TRUNK HIGHWAY 72 MILE POINT 16.25.
 DP2288'
 DP2288'THE MARK IS LOCATED 26.3 FT (8.0 M) WEST OF TRUNK HIGHWAY 72, 1.5 FT
 DP2288'(0.5 M) EAST OF A WITNESS POST.
 DP2288'
 DP2288'NOTE - THE STATION MARK CONSISTS OF A 3/4 INCH (19 MM) DIAMETER
 DP2288'ALUMINUM ROD DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL MARK
 DP2288'REMOVABLE DISK SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY
 DP2288'A SIX-INCH PVC PIPE BACKFILLED WITH WASHED SAND.
 DP2288
 DP2288                          STATION RECOVERY (2017)
 DP2288
 DP2288'RECOVERY NOTE BY MN DEPT OF TRANSP 2017 (CLW)
 DP2288'1.3 MILES NORTH OF SHOOKS, 1.25 MILES NORTH ALONG TRUNK HIGHWAY 72
 DP2288'FROM THE JUNCTION OF TRUNK HIGHWAY 72 AND TRUNK HIGHWAY 1 IN SHOOKS,
 DP2288'AT TRUNK HIGHWAY 72 MILEPOINT 16.25, 26.3 FEET WEST OF TRUNK HIGHWAY
 DP2288'72, 1.5 FEET EAST OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DQ4228 ***********************************************************************
 DQ4228  DESIGNATION -  0413 BP
 DQ4228  PID         -  DQ4228
 DQ4228  STATE/COUNTY-  MN/BELTRAMI
 DQ4228  COUNTRY     -  US
 DQ4228  USGS QUAD   -  KELLIHER (2019)
 DQ4228
 DQ4228                         *CURRENT SURVEY CONTROL
 DQ4228  ______________________________________________________________________
 DQ4228* NAD 83(2011) POSITION- 47 58 35.40914(N) 094 27 00.95271(W)   ADJUSTED
 DQ4228* NAD 83(2011) ELLIP HT-   377.473 (meters)        (04/03/18)   ADJUSTED
 DQ4228* NAD 83(2011) EPOCH   -  2010.00
 DQ4228* NAVD 88 ORTHO HEIGHT -   405.863 (meters)     1331.57  (feet) ADJUSTED
 DQ4228  ______________________________________________________________________
 DQ4228  GEOID HEIGHT    -        -28.402 (meters)                     GEOID18
 DQ4228  NAD 83(2011) X  -   -331,938.985 (meters)                     COMP
 DQ4228  NAD 83(2011) Y  - -4,265,014.113 (meters)                     COMP
 DQ4228  NAD 83(2011) Z  -  4,715,408.118 (meters)                     COMP
 DQ4228  LAPLACE CORR    -         -1.43  (seconds)                    DEFLEC18
 DQ4228  DYNAMIC HEIGHT  -        405.936 (meters)     1331.81  (feet) COMP
 DQ4228  MODELED GRAVITY -    980,777.7   (mgal)                       NAVD 88
 DQ4228
 DQ4228  VERT ORDER      -  SECOND    CLASS I
 DQ4228
 DQ4228  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DQ4228  Standards:
 DQ4228         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DQ4228            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DQ4228  -------------------------------------------------------------------
 DQ4228  NETWORK    0.48   1.55           0.22   0.17   0.79      0.00679606
 DQ4228  -------------------------------------------------------------------
 DQ4228  Click here for local accuracies and other accuracy information.
 DQ4228
 DQ4228.The horizontal coordinates were established by GPS observations
 DQ4228.and adjusted by the MN DEPT OF TRANSP in April 2018.
 DQ4228
 DQ4228.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DQ4228.been affixed to the stable North American tectonic plate. See 
 DQ4228.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DQ4228
 DQ4228.The horizontal coordinates are valid at the epoch date displayed above
 DQ4228.which is a decimal equivalence of Year/Month/Day.
 DQ4228
 DQ4228.The orthometric height was determined by differential leveling and
 DQ4228.adjusted by the NATIONAL GEODETIC SURVEY
 DQ4228.in April 2020.
 DQ4228
 DQ4228.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ4228.GEOID18 height accuracy estimate available here.
 DQ4228
 DQ4228.Click photographs - Photos may exist for this station.
 DQ4228
 DQ4228.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DQ4228
 DQ4228.The Laplace correction was computed from DEFLEC18 derived deflections.
 DQ4228
 DQ4228.The ellipsoidal height was determined by GPS observations
 DQ4228.and is referenced to NAD 83.
 DQ4228
 DQ4228.The dynamic height is computed by dividing the NAVD 88
 DQ4228.geopotential number by the normal gravity value computed on the
 DQ4228.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ4228.degrees latitude (g = 980.6199 gals.).
 DQ4228
 DQ4228.The modeled gravity was interpolated from observed gravity values.
 DQ4228
 DQ4228. The following values were computed from the NAD 83(2011) position.
 DQ4228
 DQ4228;                    North         East     Units Scale Factor Converg.
 DQ4228;SPC MN N     -   265,028.628   699,204.893   MT  0.99990584   -1 00 03.0
 DQ4228;SPC MN N     -   869,514.76  2,293,974.72   sFT  0.99990584   -1 00 03.0
 DQ4228;UTM  15      - 5,314,706.248   391,768.846   MT  0.99974394   -1 04 38.9
 DQ4228
 DQ4228!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DQ4228!SPC MN N     -   0.99994084  x   0.99990584  =   0.99984669
 DQ4228!UTM  15      -   0.99994084  x   0.99974394  =   0.99968480
 DQ4228
 DQ4228_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUP9176814706(NAD 83)
 DQ4228
 DQ4228                          SUPERSEDED SURVEY CONTROL
 DQ4228
 DQ4228.No superseded survey control is available for this station.
 DQ4228
 DQ4228_MARKER: I = METAL ROD
 DQ4228_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DQ4228_STAMPING: 0413 BP 2014
 DQ4228_MARK LOGO: MNDT
 DQ4228_PROJECTION: RECESSED 5 CENTIMETERS
 DQ4228_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DQ4228_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ4228_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ4228+SATELLITE: SATELLITE OBSERVATIONS - May 12, 2017
 DQ4228_ROD/PIPE-DEPTH: 12.8 meters
 DQ4228
 DQ4228  HISTORY     - Date     Condition        Report By
 DQ4228  HISTORY     - 20140820 MONUMENTED       MNDT
 DQ4228  HISTORY     - 20170512 GOOD             MNDT
 DQ4228
 DQ4228                          STATION DESCRIPTION
 DQ4228
 DQ4228'DESCRIBED BY MN DEPT OF TRANSP 2014
 DQ4228'THE MARK IS LOCATED ABOUT 2.4 MI (3.9 KM) NORTH OF KELLIHER.
 DQ4228'
 DQ4228'TO REACH THE MARK GO 2.4 MI (3.9 KM) NORTH ALONG TRUNK HIGHWAY 72 FROM
 DQ4228'THE JUNCTION OF TRUNK HIGHWAY 72 AND COUNTY ROAD 36 EAST (MAIN STREET)
 DQ4228'IN KELLIHER, AT TRUNK HIGHWAY 72 MILE POINT 22.1.
 DQ4228'
 DQ4228'THE MARK IS LOCATED 61.3 FT (18.7 M) WEST OF TRUNK HIGHWAY 72, 56.2 FT
 DQ4228'(17.1 M) NORTH OF MAPLE VIEW ROAD NORTHEAST, 24.0 FT (7.3 M) NORTHEAST
 DQ4228'OF POWER POLE, 1.5 FT (0.5 M) WEST OF A WITNESS POST.
 DQ4228'
 DQ4228'NOTE-THE STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM ROD
 DQ4228'DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION REMOVABLE DISK
 DQ4228'SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH PVC
 DQ4228'PIPE BACK FILLED WITH WASHED SAND.
 DQ4228
 DQ4228                          STATION RECOVERY (2017)
 DQ4228
 DQ4228'RECOVERY NOTE BY MN DEPT OF TRANSP 2017 (ALS)
 DQ4228'2.4 MILES NORTH OF KELLIHER, 2.4 MILES NORTH ALONG TRUNK HIGHWAY 72
 DQ4228'FROM THE JUNCTION OF TRUNK HIGHWAY 72 AND COUNTY ROAD 36 EAST (MAIN
 DQ4228'STREET) IN KELLIHER, AT TRUNK HIGHWAY 72 MILEPOINT 22.1, 61.3 FEET
 DQ4228'WEST OF TRUNK HIGHWAY 72, 56.2 FEET NORTH OF MAPLE VIEW ROAD
 DQ4228'NORTHEAST, 24.0 FEET NORTHEAST OF A POWER POLE, 1.5 FEET WEST OF A
 DQ4228'WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DQ4229 ***********************************************************************
 DQ4229  DESIGNATION -  0413 BQ
 DQ4229  PID         -  DQ4229
 DQ4229  STATE/COUNTY-  MN/BELTRAMI
 DQ4229  COUNTRY     -  US
 DQ4229  USGS QUAD   -  KELLIHER (2019)
 DQ4229
 DQ4229                         *CURRENT SURVEY CONTROL
 DQ4229  ______________________________________________________________________
 DQ4229* NAD 83(2011) POSITION- 47 59 26.49801(N) 094 27 00.73567(W)   ADJUSTED
 DQ4229* NAD 83(2011) ELLIP HT-   361.092 (meters)        (04/03/18)   ADJUSTED
 DQ4229* NAD 83(2011) EPOCH   -  2010.00
 DQ4229* NAVD 88 ORTHO HEIGHT -   389.525 (meters)     1277.97  (feet) ADJUSTED
 DQ4229  ______________________________________________________________________
 DQ4229  GEOID HEIGHT    -        -28.424 (meters)                     GEOID18
 DQ4229  NAD 83(2011) X  -   -331,842.677 (meters)                     COMP
 DQ4229  NAD 83(2011) Y  - -4,263,834.665 (meters)                     COMP
 DQ4229  NAD 83(2011) Z  -  4,716,452.190 (meters)                     COMP
 DQ4229  LAPLACE CORR    -         -1.32  (seconds)                    DEFLEC18
 DQ4229  DYNAMIC HEIGHT  -        389.595 (meters)     1278.20  (feet) COMP
 DQ4229  MODELED GRAVITY -    980,779.2   (mgal)                       NAVD 88
 DQ4229
 DQ4229  VERT ORDER      -  SECOND    CLASS I
 DQ4229
 DQ4229  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DQ4229  Standards:
 DQ4229         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DQ4229            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DQ4229  -------------------------------------------------------------------
 DQ4229  NETWORK    0.48   1.43           0.21   0.18   0.73      0.03431924
 DQ4229  -------------------------------------------------------------------
 DQ4229  Click here for local accuracies and other accuracy information.
 DQ4229
 DQ4229.The horizontal coordinates were established by GPS observations
 DQ4229.and adjusted by the MN DEPT OF TRANSP in April 2018.
 DQ4229
 DQ4229.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DQ4229.been affixed to the stable North American tectonic plate. See 
 DQ4229.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DQ4229
 DQ4229.The horizontal coordinates are valid at the epoch date displayed above
 DQ4229.which is a decimal equivalence of Year/Month/Day.
 DQ4229
 DQ4229.The orthometric height was determined by differential leveling and
 DQ4229.adjusted by the NATIONAL GEODETIC SURVEY
 DQ4229.in April 2020.
 DQ4229
 DQ4229.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ4229.GEOID18 height accuracy estimate available here.
 DQ4229
 DQ4229.Click photographs - Photos may exist for this station.
 DQ4229
 DQ4229.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DQ4229
 DQ4229.The Laplace correction was computed from DEFLEC18 derived deflections.
 DQ4229
 DQ4229.The ellipsoidal height was determined by GPS observations
 DQ4229.and is referenced to NAD 83.
 DQ4229
 DQ4229.The dynamic height is computed by dividing the NAVD 88
 DQ4229.geopotential number by the normal gravity value computed on the
 DQ4229.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ4229.degrees latitude (g = 980.6199 gals.).
 DQ4229
 DQ4229.The modeled gravity was interpolated from observed gravity values.
 DQ4229
 DQ4229. The following values were computed from the NAD 83(2011) position.
 DQ4229
 DQ4229;                    North         East     Units Scale Factor Converg.
 DQ4229;SPC MN N     -   266,606.097   699,236.952   MT  0.99990648   -1 00 02.9
 DQ4229;SPC MN N     -   874,690.17  2,294,079.90   sFT  0.99990648   -1 00 02.9
 DQ4229;UTM  15      - 5,316,283.417   391,803.012   MT  0.99974385   -1 04 39.6
 DQ4229
 DQ4229!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DQ4229!SPC MN N     -   0.99994341  x   0.99990648  =   0.99984989
 DQ4229!UTM  15      -   0.99994341  x   0.99974385  =   0.99968727
 DQ4229
 DQ4229_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUP9180316283(NAD 83)
 DQ4229
 DQ4229                          SUPERSEDED SURVEY CONTROL
 DQ4229
 DQ4229.No superseded survey control is available for this station.
 DQ4229
 DQ4229_MARKER: I = METAL ROD
 DQ4229_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DQ4229_STAMPING: 0413 BQ 2014
 DQ4229_MARK LOGO: MNDT
 DQ4229_PROJECTION: RECESSED 10 CENTIMETERS
 DQ4229_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DQ4229_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ4229_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ4229+SATELLITE: SATELLITE OBSERVATIONS - May 11, 2017
 DQ4229_ROD/PIPE-DEPTH: 8.2 meters
 DQ4229
 DQ4229  HISTORY     - Date     Condition        Report By
 DQ4229  HISTORY     - 20140820 MONUMENTED       MNDT
 DQ4229  HISTORY     - 20170511 GOOD             MNDT
 DQ4229
 DQ4229                          STATION DESCRIPTION
 DQ4229
 DQ4229'DESCRIBED BY MN DEPT OF TRANSP 2014
 DQ4229'THE MARK IS LOCATED ABOUT 3.4 MI (5.5 KM) NORTH OF KELLIHER.
 DQ4229'
 DQ4229'TO REACH THE MARK GO 3.4 MI (5.5 KM) NORTH ALONG TRUNK HIGHWAY 72 FROM
 DQ4229'THE JUNCTION OF TRUNK HIGHWAY 72 AND COUNTY ROAD 36 EAST (MAIN STREET)
 DQ4229'IN KELLIHER, AT TRUNK HIGHWAY 72 MILE POINT 23.1.
 DQ4229'
 DQ4229'THE MARK IS LOCATED 28.2 FT (8.6 M) WEST OF TRUNK HIGHWAY 72, 1.5 FT
 DQ4229'(0.5 M) EAST OF A WITNESS POST.
 DQ4229'
 DQ4229'NOTE-THE STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM ROD
 DQ4229'DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION REMOVABLE DISK
 DQ4229'SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH PVC
 DQ4229'PIPE BACK FILLED WITH WASHED SAND.
 DQ4229
 DQ4229                          STATION RECOVERY (2017)
 DQ4229
 DQ4229'RECOVERY NOTE BY MN DEPT OF TRANSP 2017 (DXW)
 DQ4229'3.4 MILES NORTH OF KELLIHER, 3.4 MILES NORTH ALONG TRUNK HIGHWAY 72
 DQ4229'FROM THE JUNCTION OF TRUNK HIGHWAY 72 AND COUNTY ROAD 36 EAST (MAIN
 DQ4229'STREET) IN KELLIHER, AT TRUNK HIGHWAY 72 MILEPOINT 23.1, 28.2 FEET
 DQ4229'WEST OF TRUNK HIGHWAY 72, 1.5 FEET EAST OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DQ4230 ***********************************************************************
 DQ4230  DESIGNATION -  0413 BR
 DQ4230  PID         -  DQ4230
 DQ4230  STATE/COUNTY-  MN/BELTRAMI
 DQ4230  COUNTRY     -  US
 DQ4230  USGS QUAD   -  NORMAN LAKE SW (2019)
 DQ4230
 DQ4230                         *CURRENT SURVEY CONTROL
 DQ4230  ______________________________________________________________________
 DQ4230* NAD 83(2011) POSITION- 48 01 09.91060(N) 094 27 01.77415(W)   ADJUSTED
 DQ4230* NAD 83(2011) ELLIP HT-   352.426 (meters)        (04/03/18)   ADJUSTED
 DQ4230* NAD 83(2011) EPOCH   -  2010.00
 DQ4230* NAVD 88 ORTHO HEIGHT -   380.912 (meters)     1249.71  (feet) ADJUSTED
 DQ4230  ______________________________________________________________________
 DQ4230  GEOID HEIGHT    -        -28.471 (meters)                     GEOID18
 DQ4230  NAD 83(2011) X  -   -331,679.481 (meters)                     COMP
 DQ4230  NAD 83(2011) Y  - -4,261,460.427 (meters)                     COMP
 DQ4230  NAD 83(2011) Z  -  4,718,582.879 (meters)                     COMP
 DQ4230  LAPLACE CORR    -         -1.13  (seconds)                    DEFLEC18
 DQ4230  DYNAMIC HEIGHT  -        380.981 (meters)     1249.94  (feet) COMP
 DQ4230  MODELED GRAVITY -    980,782.2   (mgal)                       NAVD 88
 DQ4230
 DQ4230  VERT ORDER      -  SECOND    CLASS I
 DQ4230
 DQ4230  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DQ4230  Standards:
 DQ4230         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DQ4230            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DQ4230  -------------------------------------------------------------------
 DQ4230  NETWORK    0.49   1.45           0.22   0.18   0.74      0.04165061
 DQ4230  -------------------------------------------------------------------
 DQ4230  Click here for local accuracies and other accuracy information.
 DQ4230
 DQ4230.The horizontal coordinates were established by GPS observations
 DQ4230.and adjusted by the MN DEPT OF TRANSP in April 2018.
 DQ4230
 DQ4230.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DQ4230.been affixed to the stable North American tectonic plate. See 
 DQ4230.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DQ4230
 DQ4230.The horizontal coordinates are valid at the epoch date displayed above
 DQ4230.which is a decimal equivalence of Year/Month/Day.
 DQ4230
 DQ4230.The orthometric height was determined by differential leveling and
 DQ4230.adjusted by the NATIONAL GEODETIC SURVEY
 DQ4230.in April 2020.
 DQ4230
 DQ4230.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ4230.GEOID18 height accuracy estimate available here.
 DQ4230
 DQ4230.Click photographs - Photos may exist for this station.
 DQ4230
 DQ4230.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DQ4230
 DQ4230.The Laplace correction was computed from DEFLEC18 derived deflections.
 DQ4230
 DQ4230.The ellipsoidal height was determined by GPS observations
 DQ4230.and is referenced to NAD 83.
 DQ4230
 DQ4230.The dynamic height is computed by dividing the NAVD 88
 DQ4230.geopotential number by the normal gravity value computed on the
 DQ4230.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ4230.degrees latitude (g = 980.6199 gals.).
 DQ4230
 DQ4230.The modeled gravity was interpolated from observed gravity values.
 DQ4230
 DQ4230. The following values were computed from the NAD 83(2011) position.
 DQ4230
 DQ4230;                    North         East     Units Scale Factor Converg.
 DQ4230;SPC MN N     -   269,799.714   699,271.221   MT  0.99990796   -1 00 03.6
 DQ4230;SPC MN N     -   885,167.90  2,294,192.33   sFT  0.99990796   -1 00 03.6
 DQ4230;UTM  15      - 5,319,476.463   391,841.572   MT  0.99974374   -1 04 42.1
 DQ4230
 DQ4230!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DQ4230!SPC MN N     -   0.99994477  x   0.99990796  =   0.99985273
 DQ4230!UTM  15      -   0.99994477  x   0.99974374  =   0.99968852
 DQ4230
 DQ4230_U.S. NATIONAL GRID SPATIAL ADDRESS: 15UUP9184119476(NAD 83)
 DQ4230
 DQ4230                          SUPERSEDED SURVEY CONTROL
 DQ4230
 DQ4230.No superseded survey control is available for this station.
 DQ4230
 DQ4230_MARKER: I = METAL ROD
 DQ4230_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DQ4230_STAMPING: 0413 BR 2014
 DQ4230_MARK LOGO: MNDT
 DQ4230_PROJECTION: RECESSED 5 CENTIMETERS
 DQ4230_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DQ4230_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ4230_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ4230+SATELLITE: SATELLITE OBSERVATIONS - May 11, 2017
 DQ4230_ROD/PIPE-DEPTH: 4.6 meters
 DQ4230
 DQ4230  HISTORY     - Date     Condition        Report By
 DQ4230  HISTORY     - 20140827 MONUMENTED       MNDT
 DQ4230  HISTORY     - 20170511 GOOD             MNDT
 DQ4230
 DQ4230                          STATION DESCRIPTION
 DQ4230
 DQ4230'DESCRIBED BY MN DEPT OF TRANSP 2014
 DQ4230'THE MARK IS LOCATED ABOUT 5.4 MI (8.7 KM) NORTH OF KELLIHER.
 DQ4230'
 DQ4230'TO REACH THE MARK GO 5.4 MI (8.7 KM) NORTH ALONG TRUNK HIGHWAY 72 FROM
 DQ4230'THE JUNCTION OF TRUNK HIGHWAY 72 AND COUNTY ROAD 36 EAST (MAIN STREET)
 DQ4230'IN KELLIHER, AT TRUNK HIGHWAY 72 MILE POINT 25.1.
 DQ4230'
 DQ4230'THE MARK IS LOCATED 62.5 FT (19.1 M) WEST OF TRUNK HIGHWAY 72, 8.3 FT
 DQ4230'(2.5 M) SOUTH OF ENTRANCE, 1.5 FT (0.5 M) NORTH OF A WITNESS POST.
 DQ4230'
 DQ4230'NOTE-THE STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM ROD
 DQ4230'DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION REMOVABLE DISK
 DQ4230'SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH PVC
 DQ4230'PIPE BACK FILLED WITH WASHED SAND.
 DQ4230
 DQ4230                          STATION RECOVERY (2017)
 DQ4230
 DQ4230'RECOVERY NOTE BY MN DEPT OF TRANSP 2017 (DXW)
 DQ4230'5.4 MILES NORTH OF KELLIHER, 5.4 MILES NORTH ALONG TRUNK HIGHWAY 72
 DQ4230'FROM THE JUNCTION OF TRUNK HIGHWAY 72 AND COUNTY ROAD 36 EAST (MAIN
 DQ4230'STREET) IN KELLIHER, AT TRUNK HIGHWAY 72 MILEPOINT 25.1, 62.5 FEET
 DQ4230'WEST OF TRUNK HIGHWAY 72, 8.3 FEET SOUTH OF ENTRANCE, 1.5 FEET NORTH
 DQ4230'OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DQ4231 ***********************************************************************
 DQ4231  DESIGNATION -  0413 BS
 DQ4231  PID         -  DQ4231
 DQ4231  STATE/COUNTY-  MN/BELTRAMI
 DQ4231  COUNTRY     -  US
 DQ4231  USGS QUAD   -  NORMAN LAKE SW (2019)
 DQ4231
 DQ4231                         *CURRENT SURVEY CONTROL
 DQ4231  ______________________________________________________________________
 DQ4231* NAD 83(2011) POSITION- 48 01 54.28201(N) 094 27 08.69790(W)   ADJUSTED
 DQ4231* NAD 83(2011) ELLIP HT-   351.637 (meters)        (04/03/18)   ADJUSTED
 DQ4231* NAD 83(2011) EPOCH   -  2010.00
 DQ4231* NAVD 88 ORTHO HEIGHT -   380.125 (meters)     1247.13  (feet) ADJUSTED
 DQ4231  ______________________________________________________________________
 DQ4231  GEOID HEIGHT    -        -28.489 (meters)                     GEOID18
 DQ4231  NAD 83(2011) X  -   -331,743.386 (meters)                     COMP
 DQ4231  NAD 83(2011) Y  - -4,260,432.916 (meters)                     COMP
 DQ4231  NAD 83(2011) Z  -  4,719,498.912 (meters)                     COMP
 DQ4231  LAPLACE CORR    -         -1.14  (seconds)                    DEFLEC18
 DQ4231  DYNAMIC HEIGHT  -        380.195 (meters)     1247.36  (feet) COMP
 DQ4231  MODELED GRAVITY -    980,783.5   (mgal)                       NAVD 88
 DQ4231
 DQ4231  VERT ORDER      -  SECOND    CLASS I
 DQ4231
 DQ4231  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DQ4231  Standards:
 DQ4231         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DQ4231            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DQ4231  -------------------------------------------------------------------
 DQ4231  NETWORK    0.53   1.71           0.24   0.19   0.87     -0.01273306
 DQ4231  -------------------------------------------------------------------
 DQ4231  Click here for local accuracies and other accuracy information.
 DQ4231
 DQ4231.The horizontal coordinates were established by GPS observations
 DQ4231.and adjusted by the MN DEPT OF TRANSP in April 2018.
 DQ4231
 DQ4231.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DQ4231.been affixed to the stable North American tectonic plate. See 
 DQ4231.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DQ4231
 DQ4231.The horizontal coordinates are valid at the epoch date displayed above
 DQ4231.which is a decimal equivalence of Year/Month/Day.
 DQ4231
 DQ4231.The orthometric height was determined by differential leveling and
 DQ4231.adjusted by the NATIONAL GEODETIC SURVEY
 DQ4231.in April 2020.
 DQ4231
 DQ4231.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ4231.GEOID18 height accuracy estimate available here.
 DQ4231
 DQ4231.Click photographs - Photos may exist for this station.
 DQ4231
 DQ4231.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DQ4231
 DQ4231.The Laplace correction was computed from DEFLEC18 derived deflections.
 DQ4231
 DQ4231.The ellipsoidal height was determined by GPS observations
 DQ4231.and is referenced to NAD 83.
 DQ4231
 DQ4231.The dynamic height is computed by dividing the NAVD 88
 DQ4231.geopotential number by the normal gravity value computed on the
 DQ4231.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ4231.degrees latitude (g = 980.6199 gals.).
 DQ4231
 DQ4231.The modeled gravity was interpolated from observed gravity values.
 DQ4231
 DQ4231. The following values were computed from the NAD 83(2011) position.
 DQ4231
 DQ4231;                    North         East     Units Scale Factor Converg.
 DQ4231;SPC MN N     -   271,172.357   699,151.760   MT  0.99990868   -1 00 08.8
 DQ4231;SPC MN N     -   889,671.31  2,293,800.40   sFT  0.99990868   -1 00 08.8
 DQ4231;UTM  15      - 5,320,849.040   391,723.986   MT  0.99974405   -1 04 48.0
 DQ4231
 DQ4231!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DQ4231!SPC MN N     -   0.99994489  x   0.99990868  =   0.99985358
 DQ4231!UTM  15      -   0.99994489  x   0.99974405  =   0.99968895
 DQ4231
 DQ4231_U.S. NATIONAL GRID SPATIAL ADDRESS: 15UUP9172320849(NAD 83)
 DQ4231
 DQ4231                          SUPERSEDED SURVEY CONTROL
 DQ4231
 DQ4231.No superseded survey control is available for this station.
 DQ4231
 DQ4231_MARKER: I = METAL ROD
 DQ4231_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DQ4231_STAMPING: 0413 BS 2014
 DQ4231_MARK LOGO: MNDT
 DQ4231_PROJECTION: RECESSED 5 CENTIMETERS
 DQ4231_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DQ4231_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ4231_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ4231+SATELLITE: SATELLITE OBSERVATIONS - May 11, 2017
 DQ4231_ROD/PIPE-DEPTH: 4.0 meters
 DQ4231
 DQ4231  HISTORY     - Date     Condition        Report By
 DQ4231  HISTORY     - 20140827 MONUMENTED       MNDT
 DQ4231  HISTORY     - 20170511 GOOD             MNDT
 DQ4231
 DQ4231                          STATION DESCRIPTION
 DQ4231
 DQ4231'DESCRIBED BY MN DEPT OF TRANSP 2014
 DQ4231'THE MARK IS LOCATED ABOUT 6.25 MI (10.06 KM) NORTH OF KELLIHER.
 DQ4231'
 DQ4231'TO REACH THE MARK GO 6.25 MI (10.06 KM) NORTH ALONG TRUNK HIGHWAY 72
 DQ4231'FROM THE JUNCTION OF TRUNK HIGHWAY 72 AND COUNTY ROAD 36 EAST (MAIN
 DQ4231'STREET) IN KELLIHER, AT TRUNK HIGHWAY 72 MILE POINT 25.95.
 DQ4231'
 DQ4231'THE MARK IS LOCATED 69.7 FT (21.2 M) SOUTHWEST OF TRUNK HIGHWAY 72,
 DQ4231'37.1 FT (11.3 M) SOUTHEAST OF CHRISTA ROAD NORTHEAST, 1.5 FT (0.5 M)
 DQ4231'NORTHEAST OF A WITNESS POST.
 DQ4231'
 DQ4231'NOTE-THE STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM ROD
 DQ4231'DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION REMOVABLE DISK
 DQ4231'SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH PVC
 DQ4231'PIPE BACK FILLED WITH WASHED SAND.
 DQ4231
 DQ4231                          STATION RECOVERY (2017)
 DQ4231
 DQ4231'RECOVERY NOTE BY MN DEPT OF TRANSP 2017 (JLM)
 DQ4231'6.25 MILES NORTH OF KELLIHER, 6.25 MILES NORTH ALONG TRUNK HIGHWAY 72
 DQ4231'FROM THE JUNCTION OF TRUNK HIGHWAY 72 AND COUNTY ROAD 36 EAST (MAIN
 DQ4231'STREET) IN KELLIHER, AT TRUNK HIGHWAY 72 MILEPOINT 25.95, 69.7 FEET
 DQ4231'SOUTHWEST OF TRUNK HIGHWAY 72, 37.1 FEET SOUTHEAST OF CHRISTA ROAD
 DQ4231'NORTHEAST, 1.5 FEET NORTHEAST OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DQ4232 ***********************************************************************
 DQ4232  DESIGNATION -  0413 BT
 DQ4232  PID         -  DQ4232
 DQ4232  STATE/COUNTY-  MN/BELTRAMI
 DQ4232  COUNTRY     -  US
 DQ4232  USGS QUAD   -  NORMAN LAKE SW (2019)
 DQ4232
 DQ4232                         *CURRENT SURVEY CONTROL
 DQ4232  ______________________________________________________________________
 DQ4232* NAD 83(2011) POSITION- 48 03 26.00877(N) 094 28 55.44041(W)   ADJUSTED
 DQ4232* NAD 83(2011) ELLIP HT-   346.674 (meters)        (04/03/18)   ADJUSTED
 DQ4232* NAD 83(2011) EPOCH   -  2010.00
 DQ4232* NAVD 88 ORTHO HEIGHT -   375.196 (meters)     1230.96  (feet) ADJUSTED
 DQ4232  ______________________________________________________________________
 DQ4232  GEOID HEIGHT    -        -28.513 (meters)                     GEOID18
 DQ4232  NAD 83(2011) X  -   -333,783.210 (meters)                     COMP
 DQ4232  NAD 83(2011) Y  - -4,258,156.803 (meters)                     COMP
 DQ4232  NAD 83(2011) Z  -  4,721,389.413 (meters)                     COMP
 DQ4232  LAPLACE CORR    -         -1.09  (seconds)                    DEFLEC18
 DQ4232  DYNAMIC HEIGHT  -        375.266 (meters)     1231.19  (feet) COMP
 DQ4232  MODELED GRAVITY -    980,786.1   (mgal)                       NAVD 88
 DQ4232
 DQ4232  VERT ORDER      -  SECOND    CLASS I
 DQ4232
 DQ4232  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DQ4232  Standards:
 DQ4232         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DQ4232            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DQ4232  -------------------------------------------------------------------
 DQ4232  NETWORK    0.48   1.39           0.21   0.18   0.71      0.04551665
 DQ4232  -------------------------------------------------------------------
 DQ4232  Click here for local accuracies and other accuracy information.
 DQ4232
 DQ4232.The horizontal coordinates were established by GPS observations
 DQ4232.and adjusted by the MN DEPT OF TRANSP in April 2018.
 DQ4232
 DQ4232.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DQ4232.been affixed to the stable North American tectonic plate. See 
 DQ4232.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DQ4232
 DQ4232.The horizontal coordinates are valid at the epoch date displayed above
 DQ4232.which is a decimal equivalence of Year/Month/Day.
 DQ4232
 DQ4232.The orthometric height was determined by differential leveling and
 DQ4232.adjusted by the NATIONAL GEODETIC SURVEY
 DQ4232.in April 2020.
 DQ4232
 DQ4232.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ4232.GEOID18 height accuracy estimate available here.
 DQ4232
 DQ4232.Click photographs - Photos may exist for this station.
 DQ4232
 DQ4232.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DQ4232
 DQ4232.The Laplace correction was computed from DEFLEC18 derived deflections.
 DQ4232
 DQ4232.The ellipsoidal height was determined by GPS observations
 DQ4232.and is referenced to NAD 83.
 DQ4232
 DQ4232.The dynamic height is computed by dividing the NAVD 88
 DQ4232.geopotential number by the normal gravity value computed on the
 DQ4232.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ4232.degrees latitude (g = 980.6199 gals.).
 DQ4232
 DQ4232.The modeled gravity was interpolated from observed gravity values.
 DQ4232
 DQ4232. The following values were computed from the NAD 83(2011) position.
 DQ4232
 DQ4232;                    North         East     Units Scale Factor Converg.
 DQ4232;SPC MN N     -   274,043.869   696,991.619   MT  0.99991030   -1 01 27.9
 DQ4232;SPC MN N     -   899,092.26  2,286,713.34   sFT  0.99991030   -1 01 27.9
 DQ4232;UTM  15      - 5,323,723.016   389,568.097   MT  0.99974985   -1 06 09.0
 DQ4232
 DQ4232!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DQ4232!SPC MN N     -   0.99994567  x   0.99991030  =   0.99985597
 DQ4232!UTM  15      -   0.99994567  x   0.99974985  =   0.99969553
 DQ4232
 DQ4232_U.S. NATIONAL GRID SPATIAL ADDRESS: 15UUP8956823723(NAD 83)
 DQ4232
 DQ4232                          SUPERSEDED SURVEY CONTROL
 DQ4232
 DQ4232.No superseded survey control is available for this station.
 DQ4232
 DQ4232_MARKER: I = METAL ROD
 DQ4232_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DQ4232_STAMPING: 0413 BT 2014
 DQ4232_MARK LOGO: MNDT
 DQ4232_PROJECTION: RECESSED 5 CENTIMETERS
 DQ4232_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DQ4232_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ4232_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ4232+SATELLITE: SATELLITE OBSERVATIONS - May 11, 2017
 DQ4232_ROD/PIPE-DEPTH: 15.2 meters
 DQ4232
 DQ4232  HISTORY     - Date     Condition        Report By
 DQ4232  HISTORY     - 20140827 MONUMENTED       MNDT
 DQ4232  HISTORY     - 20170511 GOOD             MNDT
 DQ4232
 DQ4232                          STATION DESCRIPTION
 DQ4232
 DQ4232'DESCRIBED BY MN DEPT OF TRANSP 2014
 DQ4232'THE MARK IS LOCATED ABOUT 8.4 MI (13.5 KM) NORTH OF KELLIHER.
 DQ4232'
 DQ4232'TO REACH THE MARK GO 8.4 MI (13.5 KM) NORTH ALONG TRUNK HIGHWAY 72
 DQ4232'FROM THE JUNCTION OF TRUNK HIGHWAY 72 AND COUNTY ROAD 36 EAST (MAIN
 DQ4232'STREET) IN KELLIHER, AT TRUNK HIGHWAY 72 MILE POINT 28.2.
 DQ4232'
 DQ4232'THE MARK IS LOCATED 38.0 FT (11.6 M) SOUTHWEST OF TRUNK HIGHWAY 72,
 DQ4232'1.5 FT (0.5 M) NORTHEAST OF A WITNESS POST.
 DQ4232'
 DQ4232'NOTE-THE STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM ROD
 DQ4232'DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION REMOVABLE DISK
 DQ4232'SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH PVC
 DQ4232'PIPE BACK FILLED WITH WASHED SAND.
 DQ4232
 DQ4232                          STATION RECOVERY (2017)
 DQ4232
 DQ4232'RECOVERY NOTE BY MN DEPT OF TRANSP 2017 (JLM)
 DQ4232'8.4 MILES NORTH OF KELLIHER, 8.4 MILES NORTH ALONG TRUNK HIGHWAY 72
 DQ4232'FROM THE JUNCTION OF TRUNK HIGHWAY 72 AND COUNTY ROAD 36 EAST (MAIN
 DQ4232'STREET) IN KELLIHER, AT TRUNK HIGHWAY 72 MILEPOINT 28.2, 38.0 FEET
 DQ4232'SOUTHWEST OF TRUNK HIGHWAY 72, 1.5 FEET NORTHEAST OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DQ4234 ***********************************************************************
 DQ4234  DESIGNATION -  0413 BU
 DQ4234  PID         -  DQ4234
 DQ4234  STATE/COUNTY-  MN/BELTRAMI
 DQ4234  COUNTRY     -  US
 DQ4234  USGS QUAD   -  NORMAN LAKE SW (2019)
 DQ4234
 DQ4234                         *CURRENT SURVEY CONTROL
 DQ4234  ______________________________________________________________________
 DQ4234* NAD 83(2011) POSITION- 48 04 44.21546(N) 094 29 52.84584(W)   ADJUSTED
 DQ4234* NAD 83(2011) ELLIP HT-   340.396 (meters)        (04/03/18)   ADJUSTED
 DQ4234* NAD 83(2011) EPOCH   -  2010.00
 DQ4234* NAVD 88 ORTHO HEIGHT -   368.941 (meters)     1210.43  (feet) ADJUSTED
 DQ4234  ______________________________________________________________________
 DQ4234  GEOID HEIGHT    -        -28.534 (meters)                     GEOID18
 DQ4234  NAD 83(2011) X  -   -334,827.015 (meters)                     COMP
 DQ4234  NAD 83(2011) Y  - -4,256,267.986 (meters)                     COMP
 DQ4234  NAD 83(2011) Z  -  4,722,999.004 (meters)                     COMP
 DQ4234  LAPLACE CORR    -         -1.10  (seconds)                    DEFLEC18
 DQ4234  DYNAMIC HEIGHT  -        369.010 (meters)     1210.66  (feet) COMP
 DQ4234  MODELED GRAVITY -    980,787.7   (mgal)                       NAVD 88
 DQ4234
 DQ4234  VERT ORDER      -  SECOND    CLASS I
 DQ4234
 DQ4234  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DQ4234  Standards:
 DQ4234         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DQ4234            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DQ4234  -------------------------------------------------------------------
 DQ4234  NETWORK    0.51   1.67           0.23   0.18   0.85      0.07587243
 DQ4234  -------------------------------------------------------------------
 DQ4234  Click here for local accuracies and other accuracy information.
 DQ4234
 DQ4234.The horizontal coordinates were established by GPS observations
 DQ4234.and adjusted by the MN DEPT OF TRANSP in April 2018.
 DQ4234
 DQ4234.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DQ4234.been affixed to the stable North American tectonic plate. See 
 DQ4234.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DQ4234
 DQ4234.The horizontal coordinates are valid at the epoch date displayed above
 DQ4234.which is a decimal equivalence of Year/Month/Day.
 DQ4234
 DQ4234.The orthometric height was determined by differential leveling and
 DQ4234.adjusted by the NATIONAL GEODETIC SURVEY
 DQ4234.in April 2020.
 DQ4234
 DQ4234.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ4234.GEOID18 height accuracy estimate available here.
 DQ4234
 DQ4234.Click photographs - Photos may exist for this station.
 DQ4234
 DQ4234.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DQ4234
 DQ4234.The Laplace correction was computed from DEFLEC18 derived deflections.
 DQ4234
 DQ4234.The ellipsoidal height was determined by GPS observations
 DQ4234.and is referenced to NAD 83.
 DQ4234
 DQ4234.The dynamic height is computed by dividing the NAVD 88
 DQ4234.geopotential number by the normal gravity value computed on the
 DQ4234.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ4234.degrees latitude (g = 980.6199 gals.).
 DQ4234
 DQ4234.The modeled gravity was interpolated from observed gravity values.
 DQ4234
 DQ4234. The following values were computed from the NAD 83(2011) position.
 DQ4234
 DQ4234;                    North         East     Units Scale Factor Converg.
 DQ4234;SPC MN N     -   276,480.167   695,846.942   MT  0.99991184   -1 02 10.4
 DQ4234;SPC MN N     -   907,085.35  2,282,957.84   sFT  0.99991184   -1 02 10.4
 DQ4234;UTM  15      - 5,326,160.487   388,426.933   MT  0.99975296   -1 06 53.0
 DQ4234
 DQ4234!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DQ4234!SPC MN N     -   0.99994665  x   0.99991184  =   0.99985850
 DQ4234!UTM  15      -   0.99994665  x   0.99975296  =   0.99969963
 DQ4234
 DQ4234_U.S. NATIONAL GRID SPATIAL ADDRESS: 15UUP8842626160(NAD 83)
 DQ4234
 DQ4234                          SUPERSEDED SURVEY CONTROL
 DQ4234
 DQ4234.No superseded survey control is available for this station.
 DQ4234
 DQ4234_MARKER: I = METAL ROD
 DQ4234_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DQ4234_STAMPING: 0413 BU 2014
 DQ4234_MARK LOGO: MNDT
 DQ4234_PROJECTION: RECESSED 5 CENTIMETERS
 DQ4234_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DQ4234_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ4234_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ4234+SATELLITE: SATELLITE OBSERVATIONS - May 11, 2017
 DQ4234_ROD/PIPE-DEPTH: 6.7 meters
 DQ4234
 DQ4234  HISTORY     - Date     Condition        Report By
 DQ4234  HISTORY     - 20140827 MONUMENTED       MNDT
 DQ4234  HISTORY     - 20170511 GOOD             MNDT
 DQ4234
 DQ4234                          STATION DESCRIPTION
 DQ4234
 DQ4234'DESCRIBED BY MN DEPT OF TRANSP 2014
 DQ4234'THE MARK IS LOCATED ABOUT 5.4 MI (8.7 KM) SOUTH OF WASKISH.
 DQ4234'
 DQ4234'TO REACH THE MARK GO 5.4 MI (8.7 KM) SOUTH ALONG TRUNK HIGHWAY 72 FROM
 DQ4234'THE JUNCTION OF TRUNK HIGHWAY 72 AND TOWNSHIP ROAD 3 (LOU RAYNE BEACH
 DQ4234'ROAD NORTHEAST), AT TRUNK HIGHWAY 72 MILE POINT 29.85.
 DQ4234'
 DQ4234'THE MARK IS LOCATED 42.5 FT (13.0 M) SOUTHWEST OF TRUNK HIGHWAY 72,
 DQ4234'1.5 FT (0.5 M) NORTHEAST OF A WITNESS POST.
 DQ4234'
 DQ4234'NOTE-THE STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM ROD
 DQ4234'DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION REMOVABLE DISK
 DQ4234'SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH PVC
 DQ4234'PIPE BACK FILLED WITH WASHED SAND.
 DQ4234
 DQ4234                          STATION RECOVERY (2017)
 DQ4234
 DQ4234'RECOVERY NOTE BY MN DEPT OF TRANSP 2017 (CLW)
 DQ4234'5.4 MILES SOUTH OF WASKISH, 5.4 MILES SOUTH ALONG TRUNK HIGHWAY 72
 DQ4234'FROM THE JUNCTION OF TRUNK HIGHWAY 72 AND TOWNSHIP ROAD 3 (LOU RAYNE
 DQ4234'BEACH ROAD NORTHEAST), AT TRUNK HIGHWAY 72 MILEPOINT 29.85, 42.5 FEET
 DQ4234'SOUTHWEST OF TRUNK HIGHWAY 72, 1.5 FEET NORTHEAST OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DQ4235 ***********************************************************************
 DQ4235  DESIGNATION -  0413 BV
 DQ4235  PID         -  DQ4235
 DQ4235  STATE/COUNTY-  MN/BELTRAMI
 DQ4235  COUNTRY     -  US
 DQ4235  USGS QUAD   -  SHOTLEY BROOK (2019)
 DQ4235
 DQ4235                         *CURRENT SURVEY CONTROL
 DQ4235  ______________________________________________________________________
 DQ4235* NAD 83(1986) POSITION- 48 05 28.14   (N) 094 30 21.75   (W)   HD_HELD1
 DQ4235* NAVD 88 ORTHO HEIGHT -   366.229 (meters)     1201.54  (feet) ADJUSTED
 DQ4235  ______________________________________________________________________
 DQ4235  GEOID HEIGHT    -        -28.546 (meters)                     GEOID18
 DQ4235  DYNAMIC HEIGHT  -        366.298 (meters)     1201.76  (feet) COMP
 DQ4235  MODELED GRAVITY -    980,788.8   (mgal)                       NAVD 88
 DQ4235
 DQ4235  VERT ORDER      -  SECOND    CLASS I
 DQ4235
 DQ4235.The horizontal coordinates were determined by differentially corrected
 DQ4235.hand held GPS observations or other comparable positioning techniques
 DQ4235.and have an estimated accuracy of +/- 3 meters.
 DQ4235
 DQ4235.The orthometric height was determined by differential leveling and
 DQ4235.adjusted by the NATIONAL GEODETIC SURVEY
 DQ4235.in April 2020.
 DQ4235
 DQ4235.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ4235.GEOID18 height accuracy estimate available here.
 DQ4235
 DQ4235.Click photographs - Photos may exist for this station.
 DQ4235
 DQ4235.The dynamic height is computed by dividing the NAVD 88
 DQ4235.geopotential number by the normal gravity value computed on the
 DQ4235.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ4235.degrees latitude (g = 980.6199 gals.).
 DQ4235
 DQ4235.The modeled gravity was interpolated from observed gravity values.
 DQ4235
 DQ4235;                    North         East    Units  Estimated Accuracy
 DQ4235;SPC MN N     -   277,847.4     695,273.5     MT  (+/- 3 meters HH1 GPS) 
 DQ4235
 DQ4235_U.S. NATIONAL GRID SPATIAL ADDRESS: 15UUP8785527528(NAD 83)
 DQ4235
 DQ4235                          SUPERSEDED SURVEY CONTROL
 DQ4235
 DQ4235.No superseded survey control is available for this station.
 DQ4235
 DQ4235_MARKER: F = FLANGE-ENCASED ROD
 DQ4235_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DQ4235_STAMPING: 0413 BV 2014
 DQ4235_MARK LOGO: MNDT
 DQ4235_PROJECTION: RECESSED 5 CENTIMETERS
 DQ4235_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DQ4235_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ4235_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ4235+SATELLITE: SATELLITE OBSERVATIONS - September 27, 2016
 DQ4235_ROD/PIPE-DEPTH: 4.0 meters
 DQ4235
 DQ4235  HISTORY     - Date     Condition        Report By
 DQ4235  HISTORY     - 20140827 MONUMENTED       MNDT
 DQ4235  HISTORY     - 20160927 GOOD             MNDT
 DQ4235
 DQ4235                          STATION DESCRIPTION
 DQ4235
 DQ4235'DESCRIBED BY MN DEPT OF TRANSP 2014
 DQ4235'THE MARK IS LOCATED ABOUT 4.5 MI (7.2 KM) SOUTH OF WASKISH.
 DQ4235'
 DQ4235'TO REACH THE MARK GO 4.5 MI (7.2 KM) SOUTH ALONG TRUNK HIGHWAY 72 FROM
 DQ4235'THE JUNCTION OF TRUNK HIGHWAY 72 AND TOWNSHIP ROAD 3 (LOU RAYNE BEACH
 DQ4235'ROAD NORTHEAST), AT TRUNK HIGHWAY 72 MILE POINT 30.8.
 DQ4235'
 DQ4235'THE MARK IS LOCATED 56.5 FT (17.2 M) SOUTHWEST OF TRUNK HIGHWAY 72,
 DQ4235'10.7 FT (3.3 M) SOUTHEAST OF ENTRANCE, 1.5 FT (0.5 M) NORTHWEST OF A
 DQ4235'WITNESS POST.
 DQ4235'
 DQ4235'NOTE-THE STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM ROD
 DQ4235'DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION REMOVABLE DISK
 DQ4235'SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH PVC
 DQ4235'PIPE BACK FILLED WITH WASHED SAND.
 DQ4235
 DQ4235                          STATION RECOVERY (2016)
 DQ4235
 DQ4235'RECOVERY NOTE BY MN DEPT OF TRANSP 2016 (DAS)
 DQ4235'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DQ4236 ***********************************************************************
 DQ4236  DESIGNATION -  0413 BW
 DQ4236  PID         -  DQ4236
 DQ4236  STATE/COUNTY-  MN/BELTRAMI
 DQ4236  COUNTRY     -  US
 DQ4236  USGS QUAD   -  SHOTLEY BROOK (2019)
 DQ4236
 DQ4236                         *CURRENT SURVEY CONTROL
 DQ4236  ______________________________________________________________________
 DQ4236* NAD 83(2011) POSITION- 48 07 04.00516(N) 094 30 37.10950(W)   ADJUSTED
 DQ4236* NAD 83(2011) ELLIP HT-   334.153 (meters)        (04/03/18)   ADJUSTED
 DQ4236* NAD 83(2011) EPOCH   -  2010.00
 DQ4236* NAVD 88 ORTHO HEIGHT -   362.720 (meters)     1190.02  (feet) ADJUSTED
 DQ4236  ______________________________________________________________________
 DQ4236  GEOID HEIGHT    -        -28.571 (meters)                     GEOID18
 DQ4236  NAD 83(2011) X  -   -335,487.334 (meters)                     COMP
 DQ4236  NAD 83(2011) Y  - -4,252,988.069 (meters)                     COMP
 DQ4236  NAD 83(2011) Z  -  4,725,878.067 (meters)                     COMP
 DQ4236  LAPLACE CORR    -         -1.26  (seconds)                    DEFLEC18
 DQ4236  DYNAMIC HEIGHT  -        362.789 (meters)     1190.25  (feet) COMP
 DQ4236  MODELED GRAVITY -    980,791.2   (mgal)                       NAVD 88
 DQ4236
 DQ4236  VERT ORDER      -  SECOND    CLASS I
 DQ4236
 DQ4236  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DQ4236  Standards:
 DQ4236         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DQ4236            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DQ4236  -------------------------------------------------------------------
 DQ4236  NETWORK    0.52   1.71           0.24   0.18   0.87      0.02133247
 DQ4236  -------------------------------------------------------------------
 DQ4236  Click here for local accuracies and other accuracy information.
 DQ4236
 DQ4236.The horizontal coordinates were established by GPS observations
 DQ4236.and adjusted by the MN DEPT OF TRANSP in April 2018.
 DQ4236
 DQ4236.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DQ4236.been affixed to the stable North American tectonic plate. See 
 DQ4236.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DQ4236
 DQ4236.The horizontal coordinates are valid at the epoch date displayed above
 DQ4236.which is a decimal equivalence of Year/Month/Day.
 DQ4236
 DQ4236.The orthometric height was determined by differential leveling and
 DQ4236.adjusted by the NATIONAL GEODETIC SURVEY
 DQ4236.in April 2020.
 DQ4236
 DQ4236.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ4236.GEOID18 height accuracy estimate available here.
 DQ4236
 DQ4236.Click photographs - Photos may exist for this station.
 DQ4236
 DQ4236.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DQ4236
 DQ4236.The Laplace correction was computed from DEFLEC18 derived deflections.
 DQ4236
 DQ4236.The ellipsoidal height was determined by GPS observations
 DQ4236.and is referenced to NAD 83.
 DQ4236
 DQ4236.The dynamic height is computed by dividing the NAVD 88
 DQ4236.geopotential number by the normal gravity value computed on the
 DQ4236.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ4236.degrees latitude (g = 980.6199 gals.).
 DQ4236
 DQ4236.The modeled gravity was interpolated from observed gravity values.
 DQ4236
 DQ4236. The following values were computed from the NAD 83(2011) position.
 DQ4236
 DQ4236;                    North         East     Units Scale Factor Converg.
 DQ4236;SPC MN N     -   280,813.361   695,009.785   MT  0.99991494   -1 02 43.3
 DQ4236;SPC MN N     -   921,301.84  2,280,211.27   sFT  0.99991494   -1 02 43.3
 DQ4236;UTM  15      - 5,330,494.139   387,595.873   MT  0.99975525   -1 07 28.5
 DQ4236
 DQ4236!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DQ4236!SPC MN N     -   0.99994763  x   0.99991494  =   0.99986258
 DQ4236!UTM  15      -   0.99994763  x   0.99975525  =   0.99970289
 DQ4236
 DQ4236_U.S. NATIONAL GRID SPATIAL ADDRESS: 15UUP8759530494(NAD 83)
 DQ4236
 DQ4236                          SUPERSEDED SURVEY CONTROL
 DQ4236
 DQ4236.No superseded survey control is available for this station.
 DQ4236
 DQ4236_MARKER: I = METAL ROD
 DQ4236_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DQ4236_STAMPING: 0413 BW 2014
 DQ4236_MARK LOGO: MNDT
 DQ4236_PROJECTION: RECESSED 5 CENTIMETERS
 DQ4236_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DQ4236_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ4236_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ4236+SATELLITE: SATELLITE OBSERVATIONS - May 11, 2017
 DQ4236_ROD/PIPE-DEPTH: 13.4 meters
 DQ4236
 DQ4236  HISTORY     - Date     Condition        Report By
 DQ4236  HISTORY     - 20140826 MONUMENTED       MNDT
 DQ4236  HISTORY     - 20170511 GOOD             MNDT
 DQ4236
 DQ4236                          STATION DESCRIPTION
 DQ4236
 DQ4236'DESCRIBED BY MN DEPT OF TRANSP 2014
 DQ4236'THE MARK IS LOCATED ABOUT 2.65 MI (4.26 KM) SOUTH OF WASKISH.
 DQ4236'
 DQ4236'THE MARK IS LOCATED 2.65 MI (4.26 KM) SOUTH ALONG TRUNK HIGHWAY 72
 DQ4236'FROM THE JUNCTION OF TRUNK HIGHWAY 72 AND TOWNSHIP ROAD 3 (LOU RAYNE
 DQ4236'BEACH ROAD NORTHEAST), AT TRUNK HIGHWAY 72 MILE POINT 32.65.
 DQ4236'
 DQ4236'THE MARK IS LOCATED 28.1 FT (8.6 M) WEST OF TRUNK HIGHWAY 72, 1.5 FT
 DQ4236'(0.5 M) EAST OF A WITNESS POST.
 DQ4236'
 DQ4236'NOTE - THE  STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM
 DQ4236'ROD DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION REMOVABLE
 DQ4236'DISK SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH
 DQ4236'PVC PIPE BACK FILLED WITH WASHED SAND.
 DQ4236
 DQ4236                          STATION RECOVERY (2017)
 DQ4236
 DQ4236'RECOVERY NOTE BY MN DEPT OF TRANSP 2017 (ALS)
 DQ4236'2.65 MILES SOUTH OF WASKISH, 2.65 MILES SOUTH ALONG TRUNK HIGHWAY 72
 DQ4236'FROM THE JUNCTION OF TRUNK HIGHWAY 72 AND TOWNSHIP ROAD 3 (LOU RAYNE
 DQ4236'BEACH ROAD NORTHEAST), AT TRUNK HIGHWAY 72 MILEPOINT 32.65, 28.1 FEET
 DQ4236'WEST OF TRUNK HIGHWAY 72, 1.5 FEET EAST OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DQ4237 ***********************************************************************
 DQ4237  DESIGNATION -  0413 BX
 DQ4237  PID         -  DQ4237
 DQ4237  STATE/COUNTY-  MN/BELTRAMI
 DQ4237  COUNTRY     -  US
 DQ4237  USGS QUAD   -  WASKISH (2019)
 DQ4237
 DQ4237                         *CURRENT SURVEY CONTROL
 DQ4237  ______________________________________________________________________
 DQ4237* NAD 83(2011) POSITION- 48 07 57.27423(N) 094 30 36.48990(W)   ADJUSTED
 DQ4237* NAD 83(2011) ELLIP HT-   331.791 (meters)        (04/03/18)   ADJUSTED
 DQ4237* NAD 83(2011) EPOCH   -  2010.00
 DQ4237* NAVD 88 ORTHO HEIGHT -   360.383 (meters)     1182.36  (feet) ADJUSTED
 DQ4237  ______________________________________________________________________
 DQ4237  GEOID HEIGHT    -        -28.584 (meters)                     GEOID18
 DQ4237  NAD 83(2011) X  -   -335,378.092 (meters)                     COMP
 DQ4237  NAD 83(2011) Y  - -4,251,766.125 (meters)                     COMP
 DQ4237  NAD 83(2011) Z  -  4,726,974.623 (meters)                     COMP
 DQ4237  LAPLACE CORR    -         -1.40  (seconds)                    DEFLEC18
 DQ4237  DYNAMIC HEIGHT  -        360.452 (meters)     1182.58  (feet) COMP
 DQ4237  MODELED GRAVITY -    980,792.7   (mgal)                       NAVD 88
 DQ4237
 DQ4237  VERT ORDER      -  SECOND    CLASS I
 DQ4237
 DQ4237  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DQ4237  Standards:
 DQ4237         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DQ4237            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DQ4237  -------------------------------------------------------------------
 DQ4237  NETWORK    0.51   1.47           0.23   0.18   0.75      0.04888726
 DQ4237  -------------------------------------------------------------------
 DQ4237  Click here for local accuracies and other accuracy information.
 DQ4237
 DQ4237.The horizontal coordinates were established by GPS observations
 DQ4237.and adjusted by the MN DEPT OF TRANSP in April 2018.
 DQ4237
 DQ4237.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DQ4237.been affixed to the stable North American tectonic plate. See 
 DQ4237.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DQ4237
 DQ4237.The horizontal coordinates are valid at the epoch date displayed above
 DQ4237.which is a decimal equivalence of Year/Month/Day.
 DQ4237
 DQ4237.The orthometric height was determined by differential leveling and
 DQ4237.adjusted by the NATIONAL GEODETIC SURVEY
 DQ4237.in April 2020.
 DQ4237
 DQ4237.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ4237.GEOID18 height accuracy estimate available here.
 DQ4237
 DQ4237.Click photographs - Photos may exist for this station.
 DQ4237
 DQ4237.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DQ4237
 DQ4237.The Laplace correction was computed from DEFLEC18 derived deflections.
 DQ4237
 DQ4237.The ellipsoidal height was determined by GPS observations
 DQ4237.and is referenced to NAD 83.
 DQ4237
 DQ4237.The dynamic height is computed by dividing the NAVD 88
 DQ4237.geopotential number by the normal gravity value computed on the
 DQ4237.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ4237.degrees latitude (g = 980.6199 gals.).
 DQ4237
 DQ4237.The modeled gravity was interpolated from observed gravity values.
 DQ4237
 DQ4237. The following values were computed from the NAD 83(2011) position.
 DQ4237
 DQ4237;                    North         East     Units Scale Factor Converg.
 DQ4237;SPC MN N     -   282,458.030   695,052.607   MT  0.99991625   -1 02 42.8
 DQ4237;SPC MN N     -   926,697.72  2,280,351.76   sFT  0.99991625   -1 02 42.8
 DQ4237;UTM  15      - 5,332,138.483   387,640.966   MT  0.99975512   -1 07 28.9
 DQ4237
 DQ4237!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DQ4237!SPC MN N     -   0.99994800  x   0.99991625  =   0.99986426
 DQ4237!UTM  15      -   0.99994800  x   0.99975512  =   0.99970313
 DQ4237
 DQ4237_U.S. NATIONAL GRID SPATIAL ADDRESS: 15UUP8764032138(NAD 83)
 DQ4237
 DQ4237                          SUPERSEDED SURVEY CONTROL
 DQ4237
 DQ4237.No superseded survey control is available for this station.
 DQ4237
 DQ4237_MARKER: I = METAL ROD
 DQ4237_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DQ4237_STAMPING: 0413 BX 2014
 DQ4237_MARK LOGO: MNDT
 DQ4237_PROJECTION: RECESSED 8 CENTIMETERS
 DQ4237_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DQ4237_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ4237_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ4237+SATELLITE: SATELLITE OBSERVATIONS - May 11, 2017
 DQ4237_ROD/PIPE-DEPTH: 7.3 meters
 DQ4237
 DQ4237  HISTORY     - Date     Condition        Report By
 DQ4237  HISTORY     - 20140825 MONUMENTED       MNDT
 DQ4237  HISTORY     - 20170511 GOOD             MNDT
 DQ4237
 DQ4237                          STATION DESCRIPTION
 DQ4237
 DQ4237'DESCRIBED BY MN DEPT OF TRANSP 2014
 DQ4237'THE MARK IS LOCATED ABOUT 1.65 MI (2.65 KM) SOUTH OF WASKISH.
 DQ4237'
 DQ4237'TO REACH THE MARK GO 1.65 MI (2.65 KM) SOUTH ALONG TRUNK HIGHWAY 72
 DQ4237'FROM THE JUNCTION OF TRUNK HIGHWAY 72 AND TOWNSHIP ROAD 3 (LOU RAYNE
 DQ4237'BEACH ROAD NORTHEAST), AT TRUNK HIGHWAY 72 MILE POINT 33.65.
 DQ4237'
 DQ4237'THE MARK IS LOCATED 30.2 FT (9.2 M) EAST OF TRUNK HIGHWAY 72, 1.5 FT
 DQ4237'(0.5 M) WEST OF A WITNESS POST.
 DQ4237'
 DQ4237'NOTE-THE STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM ROD
 DQ4237'DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION REMOVABLE DISK
 DQ4237'SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH PVC
 DQ4237'PIPE BACK FILLED WITH WASHED SAND.
 DQ4237
 DQ4237                          STATION RECOVERY (2017)
 DQ4237
 DQ4237'RECOVERY NOTE BY MN DEPT OF TRANSP 2017 (ALS)
 DQ4237'1.65 MILES SOUTH OF WASKISH, 1.65 MILES SOUTH ALONG TRUNK HIGHWAY 72
 DQ4237'FROM THE JUNCTION OF TRUNK HIGHWAY 72 AND TOWNSHIP ROAD 3 (LOU RAYNE
 DQ4237'BEACH ROAD NORTHEAST), AT TRUNK HIGHWAY 72 MILEPOINT 33.65, 30.2 FEET
 DQ4237'EAST OF TRUNK HIGHWAY 72, 1.5 FEET WEST OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DQ4238 ***********************************************************************
 DQ4238  DESIGNATION -  0413 BY
 DQ4238  PID         -  DQ4238
 DQ4238  STATE/COUNTY-  MN/BELTRAMI
 DQ4238  COUNTRY     -  US
 DQ4238  USGS QUAD   -  WASKISH (2019)
 DQ4238
 DQ4238                         *CURRENT SURVEY CONTROL
 DQ4238  ______________________________________________________________________
 DQ4238* NAD 83(2011) POSITION- 48 10 25.74771(N) 094 30 45.36220(W)   ADJUSTED
 DQ4238* NAD 83(2011) ELLIP HT-   330.701 (meters)        (04/03/18)   ADJUSTED
 DQ4238* NAD 83(2011) EPOCH   -  2010.00
 DQ4238* NAVD 88 ORTHO HEIGHT -   359.323 (meters)     1178.88  (feet) ADJUSTED
 DQ4238  ______________________________________________________________________
 DQ4238  GEOID HEIGHT    -        -28.612 (meters)                     GEOID18
 DQ4238  NAD 83(2011) X  -   -335,292.127 (meters)                     COMP
 DQ4238  NAD 83(2011) Y  - -4,248,345.199 (meters)                     COMP
 DQ4238  NAD 83(2011) Z  -  4,730,033.416 (meters)                     COMP
 DQ4238  LAPLACE CORR    -         -1.57  (seconds)                    DEFLEC18
 DQ4238  DYNAMIC HEIGHT  -        359.393 (meters)     1179.11  (feet) COMP
 DQ4238  MODELED GRAVITY -    980,797.2   (mgal)                       NAVD 88
 DQ4238
 DQ4238  VERT ORDER      -  SECOND    CLASS I
 DQ4238
 DQ4238  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DQ4238  Standards:
 DQ4238         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DQ4238            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DQ4238  -------------------------------------------------------------------
 DQ4238  NETWORK    0.49   1.49           0.22   0.18   0.76      0.01471077
 DQ4238  -------------------------------------------------------------------
 DQ4238  Click here for local accuracies and other accuracy information.
 DQ4238
 DQ4238.The horizontal coordinates were established by GPS observations
 DQ4238.and adjusted by the MN DEPT OF TRANSP in April 2018.
 DQ4238
 DQ4238.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DQ4238.been affixed to the stable North American tectonic plate. See 
 DQ4238.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DQ4238
 DQ4238.The horizontal coordinates are valid at the epoch date displayed above
 DQ4238.which is a decimal equivalence of Year/Month/Day.
 DQ4238
 DQ4238.The orthometric height was determined by differential leveling and
 DQ4238.adjusted by the NATIONAL GEODETIC SURVEY
 DQ4238.in April 2020.
 DQ4238
 DQ4238.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ4238.GEOID18 height accuracy estimate available here.
 DQ4238
 DQ4238.Click photographs - Photos may exist for this station.
 DQ4238
 DQ4238.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DQ4238
 DQ4238.The Laplace correction was computed from DEFLEC18 derived deflections.
 DQ4238
 DQ4238.The ellipsoidal height was determined by GPS observations
 DQ4238.and is referenced to NAD 83.
 DQ4238
 DQ4238.The dynamic height is computed by dividing the NAVD 88
 DQ4238.geopotential number by the normal gravity value computed on the
 DQ4238.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ4238.degrees latitude (g = 980.6199 gals.).
 DQ4238
 DQ4238.The modeled gravity was interpolated from observed gravity values.
 DQ4238
 DQ4238. The following values were computed from the NAD 83(2011) position.
 DQ4238
 DQ4238;                    North         East     Units Scale Factor Converg.
 DQ4238;SPC MN N     -   287,046.143   694,953.001   MT  0.99992024   -1 02 49.4
 DQ4238;SPC MN N     -   941,750.55  2,280,024.97   sFT  0.99992024   -1 02 49.4
 DQ4238;UTM  15      - 5,336,725.982   387,547.770   MT  0.99975538   -1 07 38.2
 DQ4238
 DQ4238!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DQ4238!SPC MN N     -   0.99994817  x   0.99992024  =   0.99986842
 DQ4238!UTM  15      -   0.99994817  x   0.99975538  =   0.99970357
 DQ4238
 DQ4238_U.S. NATIONAL GRID SPATIAL ADDRESS: 15UUP8754736725(NAD 83)
 DQ4238
 DQ4238                          SUPERSEDED SURVEY CONTROL
 DQ4238
 DQ4238.No superseded survey control is available for this station.
 DQ4238
 DQ4238_MARKER: I = METAL ROD
 DQ4238_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DQ4238_STAMPING: 0413 BY 2014
 DQ4238_MARK LOGO: MNDT
 DQ4238_PROJECTION: RECESSED 23 CENTIMETERS
 DQ4238_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DQ4238_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ4238_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ4238+SATELLITE: SATELLITE OBSERVATIONS - May 15, 2017
 DQ4238_ROD/PIPE-DEPTH: 5.8 meters
 DQ4238
 DQ4238  HISTORY     - Date     Condition        Report By
 DQ4238  HISTORY     - 20140825 MONUMENTED       MNDT
 DQ4238  HISTORY     - 20170515 GOOD             MNDT
 DQ4238
 DQ4238                          STATION DESCRIPTION
 DQ4238
 DQ4238'DESCRIBED BY MN DEPT OF TRANSP 2014
 DQ4238'THE MARK IS LOCATED ABOUT IN WASKISH.
 DQ4238'
 DQ4238'TO REACH THE MARK GO 1.2 MI (1.9 KM) NORTH ALONG TRUNK HIGHWAY 72 FROM
 DQ4238'THE JUNCTION OF TRUNK HIGHWAY 72 AND TOWNSHIP ROAD 3(LOU RAYNE BEACH
 DQ4238'ROAD NORTHEAST), AT TRUNK HIGHWAY 72 MILE POINT 36.5, 0.1 MI (0.2 KM)
 DQ4238'SOUTH OF BRIDGE OVER TAMARAC RIVER.
 DQ4238'
 DQ4238'THE MARK IS LOCATED 31.5 FT (9.6 M) EAST OF TRUNK HIGHWAY 72, 1.5 FT
 DQ4238'(0.5 M) WEST OF A WITNESS POST.
 DQ4238'
 DQ4238'NOTE-THE STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM ROD
 DQ4238'DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION REMOVABLE DISK
 DQ4238'SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH PVC
 DQ4238'PIPE BACK FILLED WITH WASHED SAND.
 DQ4238
 DQ4238                          STATION RECOVERY (2017)
 DQ4238
 DQ4238'RECOVERY NOTE BY MN DEPT OF TRANSP 2017 (DXW)
 DQ4238'IN WASKISH, 1.2 MILES NORTH ALONG TRUNK HIGHWAY 72 FROM THE JUNCTION
 DQ4238'OF TRUNK HIGHWAY 72 AND TOWNSHIP ROAD 3(LOU RAYNE BEACH ROAD
 DQ4238'NORTHEAST), AT TRUNK HIGHWAY 72 MILEPOINT 36.5, 0.1 MILE SOUTH OF
 DQ4238'BRIDGE OVER TAMARAC RIVER, 31.5 FEET EAST OF TRUNK HIGHWAY 72, 1.5
 DQ4238'FEET WEST OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DQ4239 ***********************************************************************
 DQ4239  DESIGNATION -  0413 BZ
 DQ4239  PID         -  DQ4239
 DQ4239  STATE/COUNTY-  MN/BELTRAMI
 DQ4239  COUNTRY     -  US
 DQ4239  USGS QUAD   -  WASKISH (2019)
 DQ4239
 DQ4239                         *CURRENT SURVEY CONTROL
 DQ4239  ______________________________________________________________________
 DQ4239* NAD 83(2011) POSITION- 48 11 47.84609(N) 094 31 42.18400(W)   ADJUSTED
 DQ4239* NAD 83(2011) ELLIP HT-   331.426 (meters)        (04/03/18)   ADJUSTED
 DQ4239* NAD 83(2011) EPOCH   -  2010.00
 DQ4239* NAVD 88 ORTHO HEIGHT -   360.035 (meters)     1181.21  (feet) ADJUSTED
 DQ4239  ______________________________________________________________________
 DQ4239  GEOID HEIGHT    -        -28.613 (meters)                     GEOID18
 DQ4239  NAD 83(2011) X  -   -336,313.262 (meters)                     COMP
 DQ4239  NAD 83(2011) Y  - -4,246,369.022 (meters)                     COMP
 DQ4239  NAD 83(2011) Z  -  4,731,724.717 (meters)                     COMP
 DQ4239  LAPLACE CORR    -         -1.83  (seconds)                    DEFLEC18
 DQ4239  DYNAMIC HEIGHT  -        360.107 (meters)     1181.45  (feet) COMP
 DQ4239  MODELED GRAVITY -    980,799.5   (mgal)                       NAVD 88
 DQ4239
 DQ4239  VERT ORDER      -  SECOND    CLASS I
 DQ4239
 DQ4239  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DQ4239  Standards:
 DQ4239         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DQ4239            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DQ4239  -------------------------------------------------------------------
 DQ4239  NETWORK    0.51   1.47           0.23   0.18   0.75      0.01784064
 DQ4239  -------------------------------------------------------------------
 DQ4239  Click here for local accuracies and other accuracy information.
 DQ4239
 DQ4239.The horizontal coordinates were established by GPS observations
 DQ4239.and adjusted by the MN DEPT OF TRANSP in April 2018.
 DQ4239
 DQ4239.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DQ4239.been affixed to the stable North American tectonic plate. See 
 DQ4239.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DQ4239
 DQ4239.The horizontal coordinates are valid at the epoch date displayed above
 DQ4239.which is a decimal equivalence of Year/Month/Day.
 DQ4239
 DQ4239.The orthometric height was determined by differential leveling and
 DQ4239.adjusted by the NATIONAL GEODETIC SURVEY
 DQ4239.in April 2020.
 DQ4239
 DQ4239.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ4239.GEOID18 height accuracy estimate available here.
 DQ4239
 DQ4239.Click photographs - Photos may exist for this station.
 DQ4239
 DQ4239.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DQ4239
 DQ4239.The Laplace correction was computed from DEFLEC18 derived deflections.
 DQ4239
 DQ4239.The ellipsoidal height was determined by GPS observations
 DQ4239.and is referenced to NAD 83.
 DQ4239
 DQ4239.The dynamic height is computed by dividing the NAVD 88
 DQ4239.geopotential number by the normal gravity value computed on the
 DQ4239.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ4239.degrees latitude (g = 980.6199 gals.).
 DQ4239
 DQ4239.The modeled gravity was interpolated from observed gravity values.
 DQ4239
 DQ4239. The following values were computed from the NAD 83(2011) position.
 DQ4239
 DQ4239;                    North         East     Units Scale Factor Converg.
 DQ4239;SPC MN N     -   289,602.870   693,826.233   MT  0.99992267   -1 03 31.5
 DQ4239;SPC MN N     -   950,138.75  2,276,328.23   sFT  0.99992267   -1 03 31.5
 DQ4239;UTM  15      - 5,339,283.868   386,424.777   MT  0.99975849   -1 08 22.0
 DQ4239
 DQ4239!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DQ4239!SPC MN N     -   0.99994806  x   0.99992267  =   0.99987073
 DQ4239!UTM  15      -   0.99994806  x   0.99975849  =   0.99970656
 DQ4239
 DQ4239_U.S. NATIONAL GRID SPATIAL ADDRESS: 15UUP8642439283(NAD 83)
 DQ4239
 DQ4239                          SUPERSEDED SURVEY CONTROL
 DQ4239
 DQ4239.No superseded survey control is available for this station.
 DQ4239
 DQ4239_MARKER: I = METAL ROD
 DQ4239_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DQ4239_STAMPING: 0413 BZ 2014
 DQ4239_MARK LOGO: MNDT
 DQ4239_PROJECTION: RECESSED 5 CENTIMETERS
 DQ4239_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DQ4239_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ4239_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ4239+SATELLITE: SATELLITE OBSERVATIONS - May 15, 2017
 DQ4239_ROD/PIPE-DEPTH: 4.3 meters
 DQ4239
 DQ4239  HISTORY     - Date     Condition        Report By
 DQ4239  HISTORY     - 20140826 MONUMENTED       MNDT
 DQ4239  HISTORY     - 20170515 GOOD             MNDT
 DQ4239
 DQ4239                          STATION DESCRIPTION
 DQ4239
 DQ4239'DESCRIBED BY MN DEPT OF TRANSP 2014
 DQ4239'THE MARK IS LOCATED ABOUT 2.8 MI (4.5 KM) NORTH-NORTHWEST OF WASKISH.
 DQ4239'
 DQ4239'TO REACH THE MARK GO 3.0 MI (4.8 KM) NORTH ALONG TRUNK HIGHWAY 72 FROM
 DQ4239'THE JUNCTION OF TRUNK HIGHWAY 72 AND TOWNSHIP ROAD 3 (LOU RAYNE BEACH
 DQ4239'ROAD NORTHEAST) IN WASKISH, AT TRUNK HIGHWAY 72 MILE POINT 38.3.
 DQ4239'
 DQ4239'THE MARK IS LOCATED 29.4 FT (9.0 M) SOUTHWEST OF TRUNK HIGHWAY 72,
 DQ4239'19.3 FT (5.9 M) NORTHWEST OF DRIVEWAY, 5.0 FT (1.5 M) SOUTHEAST OF A
 DQ4239'WITNESS POST.
 DQ4239'
 DQ4239'NOTE-THE STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM ROD
 DQ4239'DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION REMOVABLE DISK
 DQ4239'SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH PVC
 DQ4239'PIPE BACK FILLED WITH WASHED SAND.
 DQ4239
 DQ4239                          STATION RECOVERY (2017)
 DQ4239
 DQ4239'RECOVERY NOTE BY MN DEPT OF TRANSP 2017 (MJM)
 DQ4239'2.8 MILES NORTH-NORTHWEST OF WASKISH, 3.0 MILES NORTH ALONG TRUNK
 DQ4239'HIGHWAY 72 FROM THE JUNCTION OF TRUNK HIGHWAY 72 AND TOWNSHIP ROAD 3
 DQ4239'(LOU RAYNE BEACH ROAD NORTHEAST) IN WASKISH, AT TRUNK HIGHWAY 72
 DQ4239'MILEPOINT 38.3, 29.4 FEET SOUTHWEST OF TRUNK HIGHWAY 72, 19.3 FEET
 DQ4239'NORTHWEST OF DRIVEWAY, 5.0 FEET SOUTHEAST OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DQ4240 ***********************************************************************
 DQ4240  DESIGNATION -  0413 CA
 DQ4240  PID         -  DQ4240
 DQ4240  STATE/COUNTY-  MN/BELTRAMI
 DQ4240  COUNTRY     -  US
 DQ4240  USGS QUAD   -  WASKISH (2019)
 DQ4240
 DQ4240                         *CURRENT SURVEY CONTROL
 DQ4240  ______________________________________________________________________
 DQ4240* NAD 83(2011) POSITION- 48 12 11.59625(N) 094 32 52.08750(W)   ADJUSTED
 DQ4240* NAD 83(2011) ELLIP HT-   331.989 (meters)        (04/03/18)   ADJUSTED
 DQ4240* NAD 83(2011) EPOCH   -  2010.00
 DQ4240* NAVD 88 ORTHO HEIGHT -   360.592 (meters)     1183.04  (feet) ADJUSTED
 DQ4240  ______________________________________________________________________
 DQ4240  GEOID HEIGHT    -        -28.604 (meters)                     GEOID18
 DQ4240  NAD 83(2011) X  -   -337,709.011 (meters)                     COMP
 DQ4240  NAD 83(2011) Y  - -4,245,710.004 (meters)                     COMP
 DQ4240  NAD 83(2011) Z  -  4,732,214.117 (meters)                     COMP
 DQ4240  LAPLACE CORR    -         -1.96  (seconds)                    DEFLEC18
 DQ4240  DYNAMIC HEIGHT  -        360.664 (meters)     1183.28  (feet) COMP
 DQ4240  MODELED GRAVITY -    980,800.0   (mgal)                       NAVD 88
 DQ4240
 DQ4240  VERT ORDER      -  SECOND    CLASS I
 DQ4240
 DQ4240  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DQ4240  Standards:
 DQ4240         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DQ4240            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DQ4240  -------------------------------------------------------------------
 DQ4240  NETWORK    0.51   1.47           0.23   0.18   0.75      0.03682568
 DQ4240  -------------------------------------------------------------------
 DQ4240  Click here for local accuracies and other accuracy information.
 DQ4240
 DQ4240.The horizontal coordinates were established by GPS observations
 DQ4240.and adjusted by the MN DEPT OF TRANSP in April 2018.
 DQ4240
 DQ4240.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DQ4240.been affixed to the stable North American tectonic plate. See 
 DQ4240.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DQ4240
 DQ4240.The horizontal coordinates are valid at the epoch date displayed above
 DQ4240.which is a decimal equivalence of Year/Month/Day.
 DQ4240
 DQ4240.The orthometric height was determined by differential leveling and
 DQ4240.adjusted by the NATIONAL GEODETIC SURVEY
 DQ4240.in April 2020.
 DQ4240
 DQ4240.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ4240.GEOID18 height accuracy estimate available here.
 DQ4240
 DQ4240.Click photographs - Photos may exist for this station.
 DQ4240
 DQ4240.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DQ4240
 DQ4240.The Laplace correction was computed from DEFLEC18 derived deflections.
 DQ4240
 DQ4240.The ellipsoidal height was determined by GPS observations
 DQ4240.and is referenced to NAD 83.
 DQ4240
 DQ4240.The dynamic height is computed by dividing the NAVD 88
 DQ4240.geopotential number by the normal gravity value computed on the
 DQ4240.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ4240.degrees latitude (g = 980.6199 gals.).
 DQ4240
 DQ4240.The modeled gravity was interpolated from observed gravity values.
 DQ4240
 DQ4240. The following values were computed from the NAD 83(2011) position.
 DQ4240
 DQ4240;                    North         East     Units Scale Factor Converg.
 DQ4240;SPC MN N     -   290,363.115   692,396.799   MT  0.99992341   -1 04 23.3
 DQ4240;SPC MN N     -   952,632.99  2,271,638.50   sFT  0.99992341   -1 04 23.3
 DQ4240;UTM  15      - 5,340,046.003   384,996.648   MT  0.99976251   -1 09 14.5
 DQ4240
 DQ4240!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DQ4240!SPC MN N     -   0.99994797  x   0.99992341  =   0.99987138
 DQ4240!UTM  15      -   0.99994797  x   0.99976251  =   0.99971049
 DQ4240
 DQ4240_U.S. NATIONAL GRID SPATIAL ADDRESS: 15UUP8499640046(NAD 83)
 DQ4240
 DQ4240                          SUPERSEDED SURVEY CONTROL
 DQ4240
 DQ4240.No superseded survey control is available for this station.
 DQ4240
 DQ4240_MARKER: I = METAL ROD
 DQ4240_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DQ4240_STAMPING: 0413 CA 2014
 DQ4240_MARK LOGO: MNDT
 DQ4240_PROJECTION: RECESSED 5 CENTIMETERS
 DQ4240_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DQ4240_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ4240_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ4240+SATELLITE: SATELLITE OBSERVATIONS - May 15, 2017
 DQ4240_ROD/PIPE-DEPTH: 5.2 meters
 DQ4240
 DQ4240  HISTORY     - Date     Condition        Report By
 DQ4240  HISTORY     - 20140826 MONUMENTED       MNDT
 DQ4240  HISTORY     - 20170515 GOOD             MNDT
 DQ4240
 DQ4240                          STATION DESCRIPTION
 DQ4240
 DQ4240'DESCRIBED BY MN DEPT OF TRANSP 2014
 DQ4240'THE MARK IS LOCATED ABOUT 3.5 MI (5.6 KM) NORTH-NORTHWEST OF WASKISH.
 DQ4240'
 DQ4240'TO REACH THE MARK GO 4.0 MI (6.4 KM) NORTH ALONG TRUNK HIGHWAY 72 FROM
 DQ4240'THE JUNCTION OF TRUNK HIGHWAY 72 AND TOWNSHIP ROAD 3 (LOU RAYNE BEACH
 DQ4240'ROAD NORTHEAST), AT TRUNK HIGHWAY 72 MILE POINT 39.3.
 DQ4240'
 DQ4240'THE MARK IS LOCATED 29.5 FT (9.0 M) SOUTHWEST OF TRUNK HIGHWAY 72, 1.5
 DQ4240'FT (0.5 M) NORTHEAST OF A WITNESS POST.
 DQ4240'
 DQ4240'NOTE-THE STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM ROD
 DQ4240'DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION REMOVABLE DISK
 DQ4240'SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH PVC
 DQ4240'PIPE BACK FILLED WITH WASHED SAND.
 DQ4240
 DQ4240                          STATION RECOVERY (2017)
 DQ4240
 DQ4240'RECOVERY NOTE BY MN DEPT OF TRANSP 2017 (MJM)
 DQ4240'3.5 MILES NORTH-NORTHWEST OF WASKISH, 4.0 MILES NORTH ALONG TRUNK
 DQ4240'HIGHWAY 72 FROM THE JUNCTION OF TRUNK HIGHWAY 72 AND TOWNSHIP ROAD 3
 DQ4240'(LOU RAYNE BEACH ROAD NORTHEAST), AT TRUNK HIGHWAY 72 MILEPOINT 39.3,
 DQ4240'29.5 FEET SOUTHWEST OF TRUNK HIGHWAY 72, 1.5 FEET NORTHEAST OF A
 DQ4240'WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DQ4243 ***********************************************************************
 DQ4243  DESIGNATION -  0413 CB
 DQ4243  PID         -  DQ4243
 DQ4243  STATE/COUNTY-  MN/BELTRAMI
 DQ4243  COUNTRY     -  US
 DQ4243  USGS QUAD   -  WASKISH (2019)
 DQ4243
 DQ4243                         *CURRENT SURVEY CONTROL
 DQ4243  ______________________________________________________________________
 DQ4243* NAD 83(2011) POSITION- 48 14 01.44619(N) 094 33 12.37575(W)   ADJUSTED
 DQ4243* NAD 83(2011) ELLIP HT-   333.776 (meters)        (04/03/18)   ADJUSTED
 DQ4243* NAD 83(2011) EPOCH   -  2010.00
 DQ4243* NAVD 88 ORTHO HEIGHT -   362.372 (meters)     1188.88  (feet) ADJUSTED
 DQ4243  ______________________________________________________________________
 DQ4243  GEOID HEIGHT    -        -28.606 (meters)                     GEOID18
 DQ4243  NAD 83(2011) X  -   -337,925.840 (meters)                     COMP
 DQ4243  NAD 83(2011) Y  - -4,243,155.695 (meters)                     COMP
 DQ4243  NAD 83(2011) Z  -  4,734,476.281 (meters)                     COMP
 DQ4243  LAPLACE CORR    -         -2.23  (seconds)                    DEFLEC18
 DQ4243  DYNAMIC HEIGHT  -        362.446 (meters)     1189.12  (feet) COMP
 DQ4243  MODELED GRAVITY -    980,803.4   (mgal)                       NAVD 88
 DQ4243
 DQ4243  VERT ORDER      -  SECOND    CLASS I
 DQ4243
 DQ4243  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DQ4243  Standards:
 DQ4243         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DQ4243            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DQ4243  -------------------------------------------------------------------
 DQ4243  NETWORK    0.48   1.43           0.22   0.16   0.73     -0.01004642
 DQ4243  -------------------------------------------------------------------
 DQ4243  Click here for local accuracies and other accuracy information.
 DQ4243
 DQ4243.The horizontal coordinates were established by GPS observations
 DQ4243.and adjusted by the MN DEPT OF TRANSP in April 2018.
 DQ4243
 DQ4243.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DQ4243.been affixed to the stable North American tectonic plate. See 
 DQ4243.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DQ4243
 DQ4243.The horizontal coordinates are valid at the epoch date displayed above
 DQ4243.which is a decimal equivalence of Year/Month/Day.
 DQ4243
 DQ4243.The orthometric height was determined by differential leveling and
 DQ4243.adjusted by the NATIONAL GEODETIC SURVEY
 DQ4243.in April 2020.
 DQ4243
 DQ4243.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ4243.GEOID18 height accuracy estimate available here.
 DQ4243
 DQ4243.Click photographs - Photos may exist for this station.
 DQ4243
 DQ4243.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DQ4243
 DQ4243.The Laplace correction was computed from DEFLEC18 derived deflections.
 DQ4243
 DQ4243.The ellipsoidal height was determined by GPS observations
 DQ4243.and is referenced to NAD 83.
 DQ4243
 DQ4243.The dynamic height is computed by dividing the NAVD 88
 DQ4243.geopotential number by the normal gravity value computed on the
 DQ4243.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ4243.degrees latitude (g = 980.6199 gals.).
 DQ4243
 DQ4243.The modeled gravity was interpolated from observed gravity values.
 DQ4243
 DQ4243. The following values were computed from the NAD 83(2011) position.
 DQ4243
 DQ4243;                    North         East     Units Scale Factor Converg.
 DQ4243;SPC MN N     -   293,763.098   692,041.787   MT  0.99992697   -1 04 38.3
 DQ4243;SPC MN N     -   963,787.76  2,270,473.76   sFT  0.99992697   -1 04 38.3
 DQ4243;UTM  15      - 5,343,445.935   384,646.511   MT  0.99976350   -1 09 31.6
 DQ4243
 DQ4243!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DQ4243!SPC MN N     -   0.99994769  x   0.99992697  =   0.99987466
 DQ4243!UTM  15      -   0.99994769  x   0.99976350  =   0.99971120
 DQ4243
 DQ4243_U.S. NATIONAL GRID SPATIAL ADDRESS: 15UUP8464643445(NAD 83)
 DQ4243
 DQ4243                          SUPERSEDED SURVEY CONTROL
 DQ4243
 DQ4243.No superseded survey control is available for this station.
 DQ4243
 DQ4243_MARKER: I = METAL ROD
 DQ4243_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DQ4243_STAMPING: 0413 CB 2014
 DQ4243_MARK LOGO: MNDT
 DQ4243_PROJECTION: RECESSED 5 CENTIMETERS
 DQ4243_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DQ4243_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ4243_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ4243+SATELLITE: SATELLITE OBSERVATIONS - May 15, 2017
 DQ4243_ROD/PIPE-DEPTH: 4.3 meters
 DQ4243
 DQ4243  HISTORY     - Date     Condition        Report By
 DQ4243  HISTORY     - 20140826 MONUMENTED       MNDT
 DQ4243  HISTORY     - 20170515 GOOD             MNDT
 DQ4243
 DQ4243                          STATION DESCRIPTION
 DQ4243
 DQ4243'DESCRIBED BY MN DEPT OF TRANSP 2014
 DQ4243'THE MARK IS LOCATED ABOUT 5.65 MI (9.09 KM) NORTH-NORTHWEST OF
 DQ4243'WASKISH.
 DQ4243'
 DQ4243'TO REACH THE MARK GO 6.2 MI (10.0 KM) NORTH ALONG TRUNK HIGHWAY 72
 DQ4243'FROM THE JUNCTION OF TRUNK HIGHWAY 72 AND TOWNSHIP ROAD 3 (LOU RAYNE
 DQ4243'BEACH ROAD NORTHEAST) IN WASKISH, AT TRUNK HIGHWAY 72 MILE POINT 41.6.
 DQ4243'THE MARK IS LOCATED 28.6 FT (8.7 M) EAST OF TRUNK HIGHWAY 72, 1.5 FT
 DQ4243'(0.5 M) WEST OF A WITNESS POST.
 DQ4243'
 DQ4243'NOTE-THE STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM ROD
 DQ4243'DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION REMOVABLE DISK
 DQ4243'SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH PVC
 DQ4243'PIPE BACK FILLED WITH WASHED SAND.
 DQ4243
 DQ4243                          STATION RECOVERY (2017)
 DQ4243
 DQ4243'RECOVERY NOTE BY MN DEPT OF TRANSP 2017 (CLW)
 DQ4243'5.65 MILES NORTH-NORTHWEST OF WASKISH, 6.2 MILES NORTH ALONG TRUNK
 DQ4243'HIGHWAY 72 FROM THE JUNCTION OF TRUNK HIGHWAY 72 AND TOWNSHIP ROAD 3
 DQ4243'(LOU RAYNE BEACH ROAD NORTHEAST) IN WASKISH, AT TRUNK HIGHWAY 72
 DQ4243'MILEPOINT 41.6, 28.6 FEET EAST OF TRUNK HIGHWAY 72, 1.5 FEET WEST OF A
 DQ4243'WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DQ4244 ***********************************************************************
 DQ4244  DESIGNATION -  0413 CC
 DQ4244  PID         -  DQ4244
 DQ4244  STATE/COUNTY-  MN/BELTRAMI
 DQ4244  COUNTRY     -  US
 DQ4244  USGS QUAD   -  WASKISH (2019)
 DQ4244
 DQ4244                         *CURRENT SURVEY CONTROL
 DQ4244  ______________________________________________________________________
 DQ4244* NAD 83(2011) POSITION- 48 14 47.46619(N) 094 33 12.99418(W)   ADJUSTED
 DQ4244* NAD 83(2011) ELLIP HT-   333.988 (meters)        (04/03/18)   ADJUSTED
 DQ4244* NAD 83(2011) EPOCH   -  2010.00
 DQ4244* NAVD 88 ORTHO HEIGHT -   362.593 (meters)     1189.61  (feet) ADJUSTED
 DQ4244  ______________________________________________________________________
 DQ4244  GEOID HEIGHT    -        -28.609 (meters)                     GEOID18
 DQ4244  NAD 83(2011) X  -   -337,854.388 (meters)                     COMP
 DQ4244  NAD 83(2011) Y  - -4,242,097.800 (meters)                     COMP
 DQ4244  NAD 83(2011) Z  -  4,735,423.184 (meters)                     COMP
 DQ4244  LAPLACE CORR    -         -2.34  (seconds)                    DEFLEC18
 DQ4244  DYNAMIC HEIGHT  -        362.667 (meters)     1189.85  (feet) COMP
 DQ4244  MODELED GRAVITY -    980,804.8   (mgal)                       NAVD 88
 DQ4244
 DQ4244  VERT ORDER      -  SECOND    CLASS I
 DQ4244
 DQ4244  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DQ4244  Standards:
 DQ4244         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DQ4244            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DQ4244  -------------------------------------------------------------------
 DQ4244  NETWORK    0.51   1.45           0.23   0.18   0.74     -0.01292592
 DQ4244  -------------------------------------------------------------------
 DQ4244  Click here for local accuracies and other accuracy information.
 DQ4244
 DQ4244.The horizontal coordinates were established by GPS observations
 DQ4244.and adjusted by the MN DEPT OF TRANSP in April 2018.
 DQ4244
 DQ4244.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DQ4244.been affixed to the stable North American tectonic plate. See 
 DQ4244.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DQ4244
 DQ4244.The horizontal coordinates are valid at the epoch date displayed above
 DQ4244.which is a decimal equivalence of Year/Month/Day.
 DQ4244
 DQ4244.The orthometric height was determined by differential leveling and
 DQ4244.adjusted by the NATIONAL GEODETIC SURVEY
 DQ4244.in April 2020.
 DQ4244
 DQ4244.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ4244.GEOID18 height accuracy estimate available here.
 DQ4244
 DQ4244.Click photographs - Photos may exist for this station.
 DQ4244
 DQ4244.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DQ4244
 DQ4244.The Laplace correction was computed from DEFLEC18 derived deflections.
 DQ4244
 DQ4244.The ellipsoidal height was determined by GPS observations
 DQ4244.and is referenced to NAD 83.
 DQ4244
 DQ4244.The dynamic height is computed by dividing the NAVD 88
 DQ4244.geopotential number by the normal gravity value computed on the
 DQ4244.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ4244.degrees latitude (g = 980.6199 gals.).
 DQ4244
 DQ4244.The modeled gravity was interpolated from observed gravity values.
 DQ4244
 DQ4244. The following values were computed from the NAD 83(2011) position.
 DQ4244
 DQ4244;                    North         East     Units Scale Factor Converg.
 DQ4244;SPC MN N     -   295,184.427   692,055.755   MT  0.99992855   -1 04 38.8
 DQ4244;SPC MN N     -   968,450.91  2,270,519.59   sFT  0.99992855   -1 04 38.8
 DQ4244;UTM  15      - 5,344,867.009   384,662.501   MT  0.99976345   -1 09 32.9
 DQ4244
 DQ4244!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DQ4244!SPC MN N     -   0.99994766  x   0.99992855  =   0.99987621
 DQ4244!UTM  15      -   0.99994766  x   0.99976345  =   0.99971112
 DQ4244
 DQ4244_U.S. NATIONAL GRID SPATIAL ADDRESS: 15UUP8466244867(NAD 83)
 DQ4244
 DQ4244                          SUPERSEDED SURVEY CONTROL
 DQ4244
 DQ4244.No superseded survey control is available for this station.
 DQ4244
 DQ4244_MARKER: I = METAL ROD
 DQ4244_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DQ4244_STAMPING: 0413 CC 2014
 DQ4244_MARK LOGO: MNDT
 DQ4244_PROJECTION: RECESSED 5 CENTIMETERS
 DQ4244_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DQ4244_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ4244_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ4244+SATELLITE: SATELLITE OBSERVATIONS - May 15, 2017
 DQ4244_ROD/PIPE-DEPTH: 5.8 meters
 DQ4244
 DQ4244  HISTORY     - Date     Condition        Report By
 DQ4244  HISTORY     - 20140826 MONUMENTED       MNDT
 DQ4244  HISTORY     - 20170515 GOOD             MNDT
 DQ4244
 DQ4244                          STATION DESCRIPTION
 DQ4244
 DQ4244'DESCRIBED BY MN DEPT OF TRANSP 2014
 DQ4244'THE MARK IS LOCATED ABOUT 6.65 MILES NORTH-NORTHWEST OF WASKISH.
 DQ4244'
 DQ4244'TO REACH THE MARK GO 7.1 MILES NORTH ALONG TRUNK HIGHWAY 72 FROM THE
 DQ4244'JUNCTION OF TRUNK HIGHWAY 72 AND TOWNSHIP ROAD 3 (LOU RAYNE BEACH ROAD
 DQ4244'NORTHEAST) IN WASKISH, AT TRUNK HIGHWAY 72 MILE POINT 42.5.
 DQ4244'
 DQ4244'THE MARK IS LOCATED 28.2 FEET WEST OF TRUNK HIGHWAY 72, 1.5 FEET EAST
 DQ4244'OF WITNESS POST.
 DQ4244'
 DQ4244'NOTE - THE STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM
 DQ4244'ROD DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION REMOVABLE
 DQ4244'DISK SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH
 DQ4244'PVC PIPE BACK FILLED WITH WASHED SAND.
 DQ4244
 DQ4244                          STATION RECOVERY (2017)
 DQ4244
 DQ4244'RECOVERY NOTE BY MN DEPT OF TRANSP 2017 (CLW)
 DQ4244'6.65 MILES NORTH-NORTHWEST OF WASKISH, 7.1 MILES NORTH ALONG TRUNK
 DQ4244'HIGHWAY 72 FROM THE JUNCTION OF TRUNK HIGHWAY 72 AND TOWNSHIP ROAD 3
 DQ4244'(LOU RAYNE BEACH ROAD NORTHEAST) IN WASKISH, AT TRUNK HIGHWAY 72
 DQ4244'MILEPOINT 42.5, 28.2 FEET WEST OF TRUNK HIGHWAY 72, 1.5 FEET EAST OF A
 DQ4244'WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DQ4246 ***********************************************************************
 DQ4246  DESIGNATION -  0413 CD
 DQ4246  PID         -  DQ4246
 DQ4246  STATE/COUNTY-  MN/BELTRAMI
 DQ4246  COUNTRY     -  US
 DQ4246  USGS QUAD   -  LUDLOW LOOKOUT TOWER (2019)
 DQ4246
 DQ4246                         *CURRENT SURVEY CONTROL
 DQ4246  ______________________________________________________________________
 DQ4246* NAD 83(2011) POSITION- 48 16 57.71663(N) 094 33 12.22468(W)   ADJUSTED
 DQ4246* NAD 83(2011) ELLIP HT-   335.662 (meters)        (04/03/18)   ADJUSTED
 DQ4246* NAD 83(2011) EPOCH   -  2010.00
 DQ4246* NAVD 88 ORTHO HEIGHT -   364.263 (meters)     1195.09  (feet) ADJUSTED
 DQ4246  ______________________________________________________________________
 DQ4246  GEOID HEIGHT    -        -28.620 (meters)                     GEOID18
 DQ4246  NAD 83(2011) X  -   -337,600.302 (meters)                     COMP
 DQ4246  NAD 83(2011) Y  - -4,239,107.322 (meters)                     COMP
 DQ4246  NAD 83(2011) Z  -  4,738,102.735 (meters)                     COMP
 DQ4246  LAPLACE CORR    -         -2.64  (seconds)                    DEFLEC18
 DQ4246  DYNAMIC HEIGHT  -        364.339 (meters)     1195.34  (feet) COMP
 DQ4246  MODELED GRAVITY -    980,808.6   (mgal)                       NAVD 88
 DQ4246
 DQ4246  VERT ORDER      -  SECOND    CLASS I
 DQ4246
 DQ4246  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DQ4246  Standards:
 DQ4246         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DQ4246            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DQ4246  -------------------------------------------------------------------
 DQ4246  NETWORK    0.52   1.45           0.24   0.17   0.74     -0.08589758
 DQ4246  -------------------------------------------------------------------
 DQ4246  Click here for local accuracies and other accuracy information.
 DQ4246
 DQ4246.The horizontal coordinates were established by GPS observations
 DQ4246.and adjusted by the MN DEPT OF TRANSP in April 2018.
 DQ4246
 DQ4246.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DQ4246.been affixed to the stable North American tectonic plate. See 
 DQ4246.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DQ4246
 DQ4246.The horizontal coordinates are valid at the epoch date displayed above
 DQ4246.which is a decimal equivalence of Year/Month/Day.
 DQ4246
 DQ4246.The orthometric height was determined by differential leveling and
 DQ4246.adjusted by the NATIONAL GEODETIC SURVEY
 DQ4246.in April 2020.
 DQ4246
 DQ4246.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ4246.GEOID18 height accuracy estimate available here.
 DQ4246
 DQ4246.Click photographs - Photos may exist for this station.
 DQ4246
 DQ4246.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DQ4246
 DQ4246.The Laplace correction was computed from DEFLEC18 derived deflections.
 DQ4246
 DQ4246.The ellipsoidal height was determined by GPS observations
 DQ4246.and is referenced to NAD 83.
 DQ4246
 DQ4246.The dynamic height is computed by dividing the NAVD 88
 DQ4246.geopotential number by the normal gravity value computed on the
 DQ4246.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ4246.degrees latitude (g = 980.6199 gals.).
 DQ4246
 DQ4246.The modeled gravity was interpolated from observed gravity values.
 DQ4246
 DQ4246. The following values were computed from the NAD 83(2011) position.
 DQ4246
 DQ4246;                    North         East     Units Scale Factor Converg.
 DQ4246;SPC MN N     -   299,206.266   692,147.260   MT  0.99993328   -1 04 38.2
 DQ4246;SPC MN N     -   981,645.89  2,270,819.80   sFT  0.99993328   -1 04 38.2
 DQ4246;UTM  15      - 5,348,888.040   384,759.747   MT  0.99976317   -1 09 34.7
 DQ4246
 DQ4246!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DQ4246!SPC MN N     -   0.99994740  x   0.99993328  =   0.99988068
 DQ4246!UTM  15      -   0.99994740  x   0.99976317  =   0.99971058
 DQ4246
 DQ4246_U.S. NATIONAL GRID SPATIAL ADDRESS: 15UUP8475948888(NAD 83)
 DQ4246
 DQ4246                          SUPERSEDED SURVEY CONTROL
 DQ4246
 DQ4246.No superseded survey control is available for this station.
 DQ4246
 DQ4246_MARKER: I = METAL ROD
 DQ4246_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DQ4246_STAMPING: 0413 CD 2014
 DQ4246_MARK LOGO: MNDT
 DQ4246_PROJECTION: RECESSED 5 CENTIMETERS
 DQ4246_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DQ4246_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ4246_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ4246+SATELLITE: SATELLITE OBSERVATIONS - May 15, 2017
 DQ4246_ROD/PIPE-DEPTH: 5.8 meters
 DQ4246
 DQ4246  HISTORY     - Date     Condition        Report By
 DQ4246  HISTORY     - 20140826 MONUMENTED       MNDT
 DQ4246  HISTORY     - 20170515 GOOD             MNDT
 DQ4246
 DQ4246                          STATION DESCRIPTION
 DQ4246
 DQ4246'DESCRIBED BY MN DEPT OF TRANSP 2014
 DQ4246'THE MARK IS LOCATED ABOUT 8.85 MI (14.24 KM) NORTH-NORTHWEST OF
 DQ4246'WASKISH.
 DQ4246'
 DQ4246'TO REACH THE MARK GO 9.6 MI (15.4 KM) NORTH ALONG TRUNK HIGHWAY 72
 DQ4246'FROM THE JUNCTION OF TRUNK HIGHWAY 72 AND TOWNSHIP ROAD 3 (LOU RAYNE
 DQ4246'BEACH ROAD NORTHEAST) IN WASKISH, AT TRUNK HIGHWAY 72 MILE POINT 45.0.
 DQ4246'THE MARK IS LOCATED 31.3 FT (9.5 M) EAST OF TRUNK HIGHWAY 72, 56.6 FT
 DQ4246'(17.3 M) SOUTH OF ADOPT A HIGHWAY/ MILE POINT 45 POST, 1.5 FT (0.5 M)
 DQ4246'WEST OF A WITNESS POST.
 DQ4246'
 DQ4246'NOTE-THE STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM ROD
 DQ4246'DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION REMOVABLE DISK
 DQ4246'SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH PVC
 DQ4246'PIPE BACK FILLED WITH WASHED SAND.
 DQ4246
 DQ4246                          STATION RECOVERY (2017)
 DQ4246
 DQ4246'RECOVERY NOTE BY MN DEPT OF TRANSP 2017 (ALS)
 DQ4246'8.85 MILES NORTH-NORTHWEST OF WASKISH, 9.6 MILES NORTH ALONG TRUNK
 DQ4246'HIGHWAY 72 FROM THE JUNCTION OF TRUNK HIGHWAY 72 AND TOWNSHIP ROAD 3
 DQ4246'(LOU RAYNE BEACH ROAD NORTHEAST) IN WASKISH, AT TRUNK HIGHWAY 72
 DQ4246'MILEPOINT 45.0, 31.3 FEET EAST OF TRUNK HIGHWAY 72, 56.6 FEET SOUTH OF
 DQ4246'ADOPT A HIGHWAY/ MILEPOINT 45 POST, 1.5 FEET WEST OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DQ4247 ***********************************************************************
 DQ4247  DESIGNATION -  0413 CE
 DQ4247  PID         -  DQ4247
 DQ4247  STATE/COUNTY-  MN/BELTRAMI
 DQ4247  COUNTRY     -  US
 DQ4247  USGS QUAD   -  LUDLOW LOOKOUT TOWER (2019)
 DQ4247
 DQ4247                         *CURRENT SURVEY CONTROL
 DQ4247  ______________________________________________________________________
 DQ4247* NAD 83(2011) POSITION- 48 17 48.95730(N) 094 33 13.21450(W)   ADJUSTED
 DQ4247* NAD 83(2011) ELLIP HT-   335.543 (meters)        (04/03/18)   ADJUSTED
 DQ4247* NAD 83(2011) EPOCH   -  2010.00
 DQ4247* NAVD 88 ORTHO HEIGHT -   364.160 (meters)     1194.75  (feet) ADJUSTED
 DQ4247  ______________________________________________________________________
 DQ4247  GEOID HEIGHT    -        -28.626 (meters)                     GEOID18
 DQ4247  NAD 83(2011) X  -   -337,526.829 (meters)                     COMP
 DQ4247  NAD 83(2011) Y  - -4,237,927.766 (meters)                     COMP
 DQ4247  NAD 83(2011) Z  -  4,739,155.778 (meters)                     COMP
 DQ4247  LAPLACE CORR    -         -2.74  (seconds)                    DEFLEC18
 DQ4247  DYNAMIC HEIGHT  -        364.236 (meters)     1195.00  (feet) COMP
 DQ4247  MODELED GRAVITY -    980,810.0   (mgal)                       NAVD 88
 DQ4247
 DQ4247  VERT ORDER      -  SECOND    CLASS I
 DQ4247
 DQ4247  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DQ4247  Standards:
 DQ4247         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DQ4247            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DQ4247  -------------------------------------------------------------------
 DQ4247  NETWORK    0.43   1.27           0.20   0.14   0.65      0.03016382
 DQ4247  -------------------------------------------------------------------
 DQ4247  Click here for local accuracies and other accuracy information.
 DQ4247
 DQ4247.The horizontal coordinates were established by GPS observations
 DQ4247.and adjusted by the MN DEPT OF TRANSP in April 2018.
 DQ4247
 DQ4247.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DQ4247.been affixed to the stable North American tectonic plate. See 
 DQ4247.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DQ4247
 DQ4247.The horizontal coordinates are valid at the epoch date displayed above
 DQ4247.which is a decimal equivalence of Year/Month/Day.
 DQ4247
 DQ4247.The orthometric height was determined by differential leveling and
 DQ4247.adjusted by the NATIONAL GEODETIC SURVEY
 DQ4247.in April 2020.
 DQ4247
 DQ4247.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ4247.GEOID18 height accuracy estimate available here.
 DQ4247
 DQ4247.Click photographs - Photos may exist for this station.
 DQ4247
 DQ4247.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DQ4247
 DQ4247.The Laplace correction was computed from DEFLEC18 derived deflections.
 DQ4247
 DQ4247.The ellipsoidal height was determined by GPS observations
 DQ4247.and is referenced to NAD 83.
 DQ4247
 DQ4247.The dynamic height is computed by dividing the NAVD 88
 DQ4247.geopotential number by the normal gravity value computed on the
 DQ4247.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ4247.degrees latitude (g = 980.6199 gals.).
 DQ4247
 DQ4247.The modeled gravity was interpolated from observed gravity values.
 DQ4247
 DQ4247. The following values were computed from the NAD 83(2011) position.
 DQ4247
 DQ4247;                    North         East     Units Scale Factor Converg.
 DQ4247;SPC MN N     -   300,788.976   692,156.620   MT  0.99993526   -1 04 39.0
 DQ4247;SPC MN N     -   986,838.50  2,270,850.51   sFT  0.99993526   -1 04 39.0
 DQ4247;UTM  15      - 5,350,470.463   384,771.383   MT  0.99976314   -1 09 36.4
 DQ4247
 DQ4247!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DQ4247!SPC MN N     -   0.99994741  x   0.99993526  =   0.99988268
 DQ4247!UTM  15      -   0.99994741  x   0.99976314  =   0.99971057
 DQ4247
 DQ4247_U.S. NATIONAL GRID SPATIAL ADDRESS: 15UUP8477150470(NAD 83)
 DQ4247
 DQ4247                          SUPERSEDED SURVEY CONTROL
 DQ4247
 DQ4247.No superseded survey control is available for this station.
 DQ4247
 DQ4247_MARKER: I = METAL ROD
 DQ4247_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DQ4247_STAMPING: 0413 CE 2014
 DQ4247_MARK LOGO: MNDT
 DQ4247_PROJECTION: RECESSED 5 CENTIMETERS
 DQ4247_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DQ4247_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ4247_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ4247+SATELLITE: SATELLITE OBSERVATIONS - May 16, 2017
 DQ4247_ROD/PIPE-DEPTH: 5.5 meters
 DQ4247
 DQ4247  HISTORY     - Date     Condition        Report By
 DQ4247  HISTORY     - 20140826 MONUMENTED       MNDT
 DQ4247  HISTORY     - 20170516 GOOD             MNDT
 DQ4247
 DQ4247                          STATION DESCRIPTION
 DQ4247
 DQ4247'DESCRIBED BY MN DEPT OF TRANSP 2014
 DQ4247'THE MARK IS LOCATED ABOUT 9.85 MI (15.85 KM) NORTH-NORTHWEST OF
 DQ4247'WASKISH.
 DQ4247'
 DQ4247'TO REACH THE MARK GO 10.55 MI (16.97 KM) NORTH ALONG TRUNK HIGHWAY 72
 DQ4247'FROM THE JUNCTION OF TRUNK HIGHWAY 72 AND TOWNSHIP ROAD 3 (LOU RAYNE
 DQ4247'BEACH ROAD NORTHEAST) IN WASKISH, AT TRUNK HIGHWAY 72 MILE POINT 46.0.
 DQ4247'THE MARK IS LOCATED 28.2 FT (8.6 M) EAST OF TRUNK HIGHWAY 72, 129.6 FT
 DQ4247'(39.5 M) SOUTH OF MILEPOST 46, 1.5 FT (0.5 M) WEST OF A WITNESS POST.
 DQ4247'
 DQ4247'NOTE-THE STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM ROD
 DQ4247'DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION REMOVABLE DISK
 DQ4247'SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH PVC
 DQ4247'PIPE BACK FILLED WITH WASHED SAND.
 DQ4247
 DQ4247                          STATION RECOVERY (2017)
 DQ4247
 DQ4247'RECOVERY NOTE BY MN DEPT OF TRANSP 2017 (DXW)
 DQ4247'9.85 MILES NORTH-NORTHWEST OF WASKISH, 10.55 MILES NORTH ALONG TRUNK
 DQ4247'HIGHWAY 72 FROM THE JUNCTION OF TRUNK HIGHWAY 72 AND TOWNSHIP ROAD 3
 DQ4247'(LOU RAYNE BEACH ROAD NORTHEAST) IN WASKISH, AT TRUNK HIGHWAY 72
 DQ4247'MILEPOINT 46.0, 28.2 FEET EAST OF TRUNK HIGHWAY 72, 129.6 FEET SOUTH
 DQ4247'OF MILEPOST 46, 1.5 FEET WEST OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DQ4251 ***********************************************************************
 DQ4251  DESIGNATION -  0413 CF
 DQ4251  PID         -  DQ4251
 DQ4251  STATE/COUNTY-  MN/BELTRAMI
 DQ4251  COUNTRY     -  US
 DQ4251  USGS QUAD   -  LUDLOW LOOKOUT TOWER (2019)
 DQ4251
 DQ4251                         *CURRENT SURVEY CONTROL
 DQ4251  ______________________________________________________________________
 DQ4251* NAD 83(2011) POSITION- 48 19 48.04537(N) 094 33 14.17345(W)   ADJUSTED
 DQ4251* NAD 83(2011) ELLIP HT-   334.303 (meters)        (04/03/18)   ADJUSTED
 DQ4251* NAD 83(2011) EPOCH   -  2010.00
 DQ4251* NAVD 88 ORTHO HEIGHT -   362.944 (meters)     1190.76  (feet) ADJUSTED
 DQ4251  ______________________________________________________________________
 DQ4251  GEOID HEIGHT    -        -28.648 (meters)                     GEOID18
 DQ4251  NAD 83(2011) X  -   -337,328.350 (meters)                     COMP
 DQ4251  NAD 83(2011) Y  - -4,235,186.909 (meters)                     COMP
 DQ4251  NAD 83(2011) Z  -  4,741,601.305 (meters)                     COMP
 DQ4251  LAPLACE CORR    -         -2.88  (seconds)                    DEFLEC18
 DQ4251  DYNAMIC HEIGHT  -        363.021 (meters)     1191.01  (feet) COMP
 DQ4251  MODELED GRAVITY -    980,813.0   (mgal)                       NAVD 88
 DQ4251
 DQ4251  VERT ORDER      -  SECOND    CLASS I
 DQ4251
 DQ4251  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DQ4251  Standards:
 DQ4251         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DQ4251            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DQ4251  -------------------------------------------------------------------
 DQ4251  NETWORK    0.45   1.29           0.21   0.15   0.66      0.03194603
 DQ4251  -------------------------------------------------------------------
 DQ4251  Click here for local accuracies and other accuracy information.
 DQ4251
 DQ4251.The horizontal coordinates were established by GPS observations
 DQ4251.and adjusted by the MN DEPT OF TRANSP in April 2018.
 DQ4251
 DQ4251.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DQ4251.been affixed to the stable North American tectonic plate. See 
 DQ4251.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DQ4251
 DQ4251.The horizontal coordinates are valid at the epoch date displayed above
 DQ4251.which is a decimal equivalence of Year/Month/Day.
 DQ4251
 DQ4251.The orthometric height was determined by differential leveling and
 DQ4251.adjusted by the NATIONAL GEODETIC SURVEY
 DQ4251.in April 2020.
 DQ4251
 DQ4251.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ4251.GEOID18 height accuracy estimate available here.
 DQ4251
 DQ4251.Click photographs - Photos may exist for this station.
 DQ4251
 DQ4251.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DQ4251
 DQ4251.The Laplace correction was computed from DEFLEC18 derived deflections.
 DQ4251
 DQ4251.The ellipsoidal height was determined by GPS observations
 DQ4251.and is referenced to NAD 83.
 DQ4251
 DQ4251.The dynamic height is computed by dividing the NAVD 88
 DQ4251.geopotential number by the normal gravity value computed on the
 DQ4251.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ4251.degrees latitude (g = 980.6199 gals.).
 DQ4251
 DQ4251.The modeled gravity was interpolated from observed gravity values.
 DQ4251
 DQ4251. The following values were computed from the NAD 83(2011) position.
 DQ4251
 DQ4251;                    North         East     Units Scale Factor Converg.
 DQ4251;SPC MN N     -   304,466.847   692,206.039   MT  0.99994008   -1 04 39.7
 DQ4251;SPC MN N     -   998,904.98  2,271,012.65   sFT  0.99994008   -1 04 39.7
 DQ4251;UTM  15      - 5,354,147.617   384,826.115   MT  0.99976298   -1 09 39.2
 DQ4251
 DQ4251!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DQ4251!SPC MN N     -   0.99994761  x   0.99994008  =   0.99988769
 DQ4251!UTM  15      -   0.99994761  x   0.99976298  =   0.99971060
 DQ4251
 DQ4251_U.S. NATIONAL GRID SPATIAL ADDRESS: 15UUP8482654147(NAD 83)
 DQ4251
 DQ4251                          SUPERSEDED SURVEY CONTROL
 DQ4251
 DQ4251.No superseded survey control is available for this station.
 DQ4251
 DQ4251_MARKER: I = METAL ROD
 DQ4251_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DQ4251_STAMPING: 0413 CF 2014
 DQ4251_MARK LOGO: MNDT
 DQ4251_PROJECTION: RECESSED 5 CENTIMETERS
 DQ4251_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DQ4251_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ4251_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ4251+SATELLITE: SATELLITE OBSERVATIONS - May 16, 2017
 DQ4251_ROD/PIPE-DEPTH: 5.8 meters
 DQ4251
 DQ4251  HISTORY     - Date     Condition        Report By
 DQ4251  HISTORY     - 20140826 MONUMENTED       MNDT
 DQ4251  HISTORY     - 20170516 GOOD             MNDT
 DQ4251
 DQ4251                          STATION DESCRIPTION
 DQ4251
 DQ4251'DESCRIBED BY MN DEPT OF TRANSP 2014
 DQ4251'THE MARK IS LOCATED ABOUT 12.0 MI (19.3 KM) NORTH-NORTHWEST OF
 DQ4251'WASKISH.
 DQ4251'
 DQ4251'TO REACH THE MARK GO 12.8 MI (20.6 KM) NORTH ALONG TRUNK HIGHWAY 72
 DQ4251'FROM THE JUNCTION OF TRUNK HIGHWAY 72 AND TOWNSHIP ROAD 3 (LOU RAYNE
 DQ4251'BEACH ROAD NORTHEAST) IN WASKISH, AT TRUNK HIGHWAY 72 MILE POINT
 DQ4251'48.25.
 DQ4251'
 DQ4251'THE MARK IS LOCATED 28.0 FT (8.5 M) EAST OF TRUNK HIGHWAY 72, 1.5 FT
 DQ4251'(0.5 M) WEST OF A WITNESS POST.
 DQ4251'
 DQ4251'NOTE-THE STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM ROD
 DQ4251'DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION REMOVABLE DISK
 DQ4251'SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH PVC
 DQ4251'PIPE BACK FILLED WITH WASHED SAND.
 DQ4251
 DQ4251                          STATION RECOVERY (2017)
 DQ4251
 DQ4251'RECOVERY NOTE BY MN DEPT OF TRANSP 2017 (MJM)
 DQ4251'12.0 MILES NORTH-NORTHWEST OF WASKISH, 12.8 MILES NORTH ALONG TRUNK
 DQ4251'HIGHWAY 72 FROM THE JUNCTION OF TRUNK HIGHWAY 72 AND TOWNSHIP ROAD 3
 DQ4251'(LOU RAYNE BEACH ROAD NORTHEAST) IN WASKISH, AT TRUNK HIGHWAY 72
 DQ4251'MILEPOINT 48.25, 28.0 FEET EAST OF TRUNK HIGHWAY 72, 1.5 FEET WEST OF
 DQ4251'A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DQ4252 ***********************************************************************
 DQ4252  DESIGNATION -  0413 CG
 DQ4252  PID         -  DQ4252
 DQ4252  STATE/COUNTY-  MN/BELTRAMI
 DQ4252  COUNTRY     -  US
 DQ4252  USGS QUAD   -  LUDLOW LOOKOUT TOWER (2019)
 DQ4252
 DQ4252                         *CURRENT SURVEY CONTROL
 DQ4252  ______________________________________________________________________
 DQ4252* NAD 83(2011) POSITION- 48 20 30.65482(N) 094 33 14.55586(W)   ADJUSTED
 DQ4252* NAD 83(2011) ELLIP HT-   334.449 (meters)        (04/03/18)   ADJUSTED
 DQ4252* NAD 83(2011) EPOCH   -  2010.00
 DQ4252* NAVD 88 ORTHO HEIGHT -   363.092 (meters)     1191.24  (feet) ADJUSTED
 DQ4252  ______________________________________________________________________
 DQ4252  GEOID HEIGHT    -        -28.659 (meters)                     GEOID18
 DQ4252  NAD 83(2011) X  -   -337,258.138 (meters)                     COMP
 DQ4252  NAD 83(2011) Y  - -4,234,206.218 (meters)                     COMP
 DQ4252  NAD 83(2011) Z  -  4,742,476.367 (meters)                     COMP
 DQ4252  LAPLACE CORR    -         -2.92  (seconds)                    DEFLEC18
 DQ4252  DYNAMIC HEIGHT  -        363.169 (meters)     1191.50  (feet) COMP
 DQ4252  MODELED GRAVITY -    980,814.0   (mgal)                       NAVD 88
 DQ4252
 DQ4252  VERT ORDER      -  SECOND    CLASS I
 DQ4252
 DQ4252  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DQ4252  Standards:
 DQ4252         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DQ4252            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DQ4252  -------------------------------------------------------------------
 DQ4252  NETWORK    0.45   1.25           0.21   0.14   0.64      0.01753991
 DQ4252  -------------------------------------------------------------------
 DQ4252  Click here for local accuracies and other accuracy information.
 DQ4252
 DQ4252.The horizontal coordinates were established by GPS observations
 DQ4252.and adjusted by the MN DEPT OF TRANSP in April 2018.
 DQ4252
 DQ4252.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DQ4252.been affixed to the stable North American tectonic plate. See 
 DQ4252.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DQ4252
 DQ4252.The horizontal coordinates are valid at the epoch date displayed above
 DQ4252.which is a decimal equivalence of Year/Month/Day.
 DQ4252
 DQ4252.The orthometric height was determined by differential leveling and
 DQ4252.adjusted by the NATIONAL GEODETIC SURVEY
 DQ4252.in April 2020.
 DQ4252
 DQ4252.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ4252.GEOID18 height accuracy estimate available here.
 DQ4252
 DQ4252.Click photographs - Photos may exist for this station.
 DQ4252
 DQ4252.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DQ4252
 DQ4252.The Laplace correction was computed from DEFLEC18 derived deflections.
 DQ4252
 DQ4252.The ellipsoidal height was determined by GPS observations
 DQ4252.and is referenced to NAD 83.
 DQ4252
 DQ4252.The dynamic height is computed by dividing the NAVD 88
 DQ4252.geopotential number by the normal gravity value computed on the
 DQ4252.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ4252.degrees latitude (g = 980.6199 gals.).
 DQ4252
 DQ4252.The modeled gravity was interpolated from observed gravity values.
 DQ4252
 DQ4252. The following values were computed from the NAD 83(2011) position.
 DQ4252
 DQ4252;                    North         East     Units Scale Factor Converg.
 DQ4252;SPC MN N     -   305,782.806   692,222.919   MT  0.99994189   -1 04 40.0
 DQ4252;SPC MN N     - 1,003,222.42  2,271,068.03   sFT  0.99994189   -1 04 40.0
 DQ4252;UTM  15      - 5,355,463.316   384,844.905   MT  0.99976293   -1 09 40.3
 DQ4252
 DQ4252!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DQ4252!SPC MN N     -   0.99994759  x   0.99994189  =   0.99988948
 DQ4252!UTM  15      -   0.99994759  x   0.99976293  =   0.99971053
 DQ4252
 DQ4252_U.S. NATIONAL GRID SPATIAL ADDRESS: 15UUP8484455463(NAD 83)
 DQ4252
 DQ4252                          SUPERSEDED SURVEY CONTROL
 DQ4252
 DQ4252.No superseded survey control is available for this station.
 DQ4252
 DQ4252_MARKER: I = METAL ROD
 DQ4252_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DQ4252_STAMPING: 0413 CG 2014
 DQ4252_MARK LOGO: MNDT
 DQ4252_PROJECTION: RECESSED 5 CENTIMETERS
 DQ4252_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DQ4252_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ4252_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ4252+SATELLITE: SATELLITE OBSERVATIONS - May 16, 2017
 DQ4252_ROD/PIPE-DEPTH: 5.2 meters
 DQ4252
 DQ4252  HISTORY     - Date     Condition        Report By
 DQ4252  HISTORY     - 20140826 MONUMENTED       MNDT
 DQ4252  HISTORY     - 20170516 GOOD             MNDT
 DQ4252
 DQ4252                          STATION DESCRIPTION
 DQ4252
 DQ4252'DESCRIBED BY MN DEPT OF TRANSP 2014
 DQ4252'THE MARK IS LOCATED ABOUT 12.8 MI (20.6 KM) NORTH-NORTHWEST OF
 DQ4252'WASKISH.
 DQ4252'
 DQ4252'TO REACH THE MARK GO 13.6 MI (21.9 KM) NORTH ALONG TRUNK HIGHWAY 72
 DQ4252'FROM THE JUNCTION OF TRUNK HIGHWAY 72 AND TOWNSHIP ROAD 3 (LOU RAYNE
 DQ4252'BEACH ROAD NORTHEAST) IN WASKISH, AT TRUNK HIGHWAY 72 MILE POINT
 DQ4252'49.05.
 DQ4252'
 DQ4252'THE MARK IS LOCATED 40.0 FT (12.2 M) EAST OF TRUNK HIGHWAY 72, 27.1 FT
 DQ4252'(8.3 M) EAST OF TRUNK HIGHWAY 72, 1.5 FT (0.5 M) WEST OF A WITNESS
 DQ4252'POST.
 DQ4252'
 DQ4252'NOTE-THE STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM ROD
 DQ4252'DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION REMOVABLE DISK
 DQ4252'SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH PVC
 DQ4252'PIPE BACK FILLED WITH WASHED SAND.
 DQ4252
 DQ4252                          STATION RECOVERY (2017)
 DQ4252
 DQ4252'RECOVERY NOTE BY MN DEPT OF TRANSP 2017 (MJM)
 DQ4252'12.8 MILES NORTH-NORTHWEST OF WASKISH, 13.6 MILES NORTH ALONG TRUNK
 DQ4252'HIGHWAY 72 FROM THE JUNCTION OF TRUNK HIGHWAY 72 AND TOWNSHIP ROAD 3
 DQ4252'(LOU RAYNE BEACH ROAD NORTHEAST) IN WASKISH, AT TRUNK HIGHWAY 72
 DQ4252'MILEPOINT 49.05, 40.0 FEET EAST OF TRUNK HIGHWAY 72, 27.1 FEET EAST OF
 DQ4252'TRUNK HIGHWAY 72, 1.5 FEET WEST OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DQ4253 ***********************************************************************
 DQ4253  DESIGNATION -  0413 CH
 DQ4253  PID         -  DQ4253
 DQ4253  STATE/COUNTY-  MN/BELTRAMI
 DQ4253  COUNTRY     -  US
 DQ4253  USGS QUAD   -  LUDLOW LOOKOUT TOWER (2019)
 DQ4253
 DQ4253                         *CURRENT SURVEY CONTROL
 DQ4253  ______________________________________________________________________
 DQ4253* NAD 83(2011) POSITION- 48 21 16.37890(N) 094 33 15.33936(W)   ADJUSTED
 DQ4253* NAD 83(2011) ELLIP HT-   334.158 (meters)        (04/03/18)   ADJUSTED
 DQ4253* NAD 83(2011) EPOCH   -  2010.00
 DQ4253* NAVD 88 ORTHO HEIGHT -   362.813 (meters)     1190.33  (feet) ADJUSTED
 DQ4253  ______________________________________________________________________
 DQ4253  GEOID HEIGHT    -        -28.673 (meters)                     GEOID18
 DQ4253  NAD 83(2011) X  -   -337,190.409 (meters)                     COMP
 DQ4253  NAD 83(2011) Y  - -4,233,152.732 (meters)                     COMP
 DQ4253  NAD 83(2011) Z  -  4,743,414.836 (meters)                     COMP
 DQ4253  LAPLACE CORR    -         -2.97  (seconds)                    DEFLEC18
 DQ4253  DYNAMIC HEIGHT  -        362.891 (meters)     1190.58  (feet) COMP
 DQ4253  MODELED GRAVITY -    980,815.0   (mgal)                       NAVD 88
 DQ4253
 DQ4253  VERT ORDER      -  SECOND    CLASS I
 DQ4253
 DQ4253  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DQ4253  Standards:
 DQ4253         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DQ4253            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DQ4253  -------------------------------------------------------------------
 DQ4253  NETWORK    0.45   1.29           0.21   0.14   0.66      0.02893276
 DQ4253  -------------------------------------------------------------------
 DQ4253  Click here for local accuracies and other accuracy information.
 DQ4253
 DQ4253.The horizontal coordinates were established by GPS observations
 DQ4253.and adjusted by the MN DEPT OF TRANSP in April 2018.
 DQ4253
 DQ4253.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DQ4253.been affixed to the stable North American tectonic plate. See 
 DQ4253.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DQ4253
 DQ4253.The horizontal coordinates are valid at the epoch date displayed above
 DQ4253.which is a decimal equivalence of Year/Month/Day.
 DQ4253
 DQ4253.The orthometric height was determined by differential leveling and
 DQ4253.adjusted by the NATIONAL GEODETIC SURVEY
 DQ4253.in April 2020.
 DQ4253
 DQ4253.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ4253.GEOID18 height accuracy estimate available here.
 DQ4253
 DQ4253.Click photographs - Photos may exist for this station.
 DQ4253
 DQ4253.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DQ4253
 DQ4253.The Laplace correction was computed from DEFLEC18 derived deflections.
 DQ4253
 DQ4253.The ellipsoidal height was determined by GPS observations
 DQ4253.and is referenced to NAD 83.
 DQ4253
 DQ4253.The dynamic height is computed by dividing the NAVD 88
 DQ4253.geopotential number by the normal gravity value computed on the
 DQ4253.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ4253.degrees latitude (g = 980.6199 gals.).
 DQ4253
 DQ4253.The modeled gravity was interpolated from observed gravity values.
 DQ4253
 DQ4253. The following values were computed from the NAD 83(2011) position.
 DQ4253
 DQ4253;                    North         East     Units Scale Factor Converg.
 DQ4253;SPC MN N     -   307,195.108   692,233.356   MT  0.99994388   -1 04 40.5
 DQ4253;SPC MN N     - 1,007,855.95  2,271,102.27   sFT  0.99994388   -1 04 40.5
 DQ4253;UTM  15      - 5,356,875.347   384,857.400   MT  0.99976289   -1 09 41.7
 DQ4253
 DQ4253!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DQ4253!SPC MN N     -   0.99994763  x   0.99994388  =   0.99989151
 DQ4253!UTM  15      -   0.99994763  x   0.99976289  =   0.99971053
 DQ4253
 DQ4253_U.S. NATIONAL GRID SPATIAL ADDRESS: 15UUP8485756875(NAD 83)
 DQ4253
 DQ4253                          SUPERSEDED SURVEY CONTROL
 DQ4253
 DQ4253.No superseded survey control is available for this station.
 DQ4253
 DQ4253_MARKER: I = METAL ROD
 DQ4253_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DQ4253_STAMPING: 0413 CH 2014
 DQ4253_MARK LOGO: MNDT
 DQ4253_PROJECTION: RECESSED 10 CENTIMETERS
 DQ4253_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DQ4253_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ4253_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ4253+SATELLITE: SATELLITE OBSERVATIONS - May 16, 2017
 DQ4253_ROD/PIPE-DEPTH: 8.8 meters
 DQ4253
 DQ4253  HISTORY     - Date     Condition        Report By
 DQ4253  HISTORY     - 20140826 MONUMENTED       MNDT
 DQ4253  HISTORY     - 20170516 GOOD             MNDT
 DQ4253
 DQ4253                          STATION DESCRIPTION
 DQ4253
 DQ4253'DESCRIBED BY MN DEPT OF TRANSP 2014
 DQ4253'THE MARK IS LOCATED ABOUT 13.6 MI (21.9 KM) NORTH-NORTHWEST OF
 DQ4253'WASKISH.
 DQ4253'
 DQ4253'TO REACH THE MARK GO 14.45 MI (23.25 KM) NORTH ALONG TRUNK HIGHWAY 72
 DQ4253'FROM THE JUNCTION OF TRUNK HIGHWAY 72 AND TOWNSHIP ROAD 3 (LOU RAYNE
 DQ4253'BEACH ROAD NORTHEAST) IN WASKISH, AT TRUNK HIGHWAY 72 MILE POINT 49.9.
 DQ4253'THE MARK IS LOCATED 28.6 FT (8.7 M) WEST OF TRUNK HIGHWAY 72, 1.5 FT
 DQ4253'(0.5 M) EAST OF A WITNESS POST.
 DQ4253'
 DQ4253'NOTE-THE STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM ROD
 DQ4253'DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION REMOVABLE DISK
 DQ4253'SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH PVC
 DQ4253'PIPE BACK FILLED WITH WASHED SAND.
 DQ4253
 DQ4253                          STATION RECOVERY (2017)
 DQ4253
 DQ4253'RECOVERY NOTE BY MN DEPT OF TRANSP 2017 (MJM)
 DQ4253'13.6 MILES NORTH-NORTHWEST OF WASKISH, 14.45 MILES NORTH ALONG TRUNK
 DQ4253'HIGHWAY 72 FROM THE JUNCTION OF TRUNK HIGHWAY 72 AND TOWNSHIP ROAD 3
 DQ4253'(LOU RAYNE BEACH ROAD NORTHEAST) IN WASKISH, AT TRUNK HIGHWAY 72
 DQ4253'MILEPOINT 49.9, 28.6 FEET WEST OF TRUNK HIGHWAY 72, 1.5 FEET EAST OF A
 DQ4253'WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 SK1106 ***********************************************************************
 SK1106  DESIGNATION -  0413 D
 SK1106  PID         -  SK1106
 SK1106  STATE/COUNTY-  MN/BELTRAMI
 SK1106  COUNTRY     -  US
 SK1106  USGS QUAD   -  KELLIHER (2019)
 SK1106
 SK1106                         *CURRENT SURVEY CONTROL
 SK1106  ______________________________________________________________________
 SK1106* NAD 83(1986) POSITION- 47 58 34.31   (N) 094 27 01.84   (W)   HD_HELD1
 SK1106* NAVD 88 ORTHO HEIGHT -   406.741 (meters)     1334.45  (feet) ADJUSTED
 SK1106  ______________________________________________________________________
 SK1106  GEOID HEIGHT    -        -28.402 (meters)                     GEOID18
 SK1106  DYNAMIC HEIGHT  -        406.814 (meters)     1334.69  (feet) COMP
 SK1106  MODELED GRAVITY -    980,777.8   (mgal)                       NAVD 88
 SK1106
 SK1106  VERT ORDER      -  SECOND    CLASS I
 SK1106
 SK1106.The horizontal coordinates were determined by differentially corrected
 SK1106.hand held GPS observations or other comparable positioning techniques
 SK1106.and have an estimated accuracy of +/- 3 meters.
 SK1106
 SK1106.The orthometric height was determined by differential leveling and
 SK1106.adjusted by the NATIONAL GEODETIC SURVEY
 SK1106.in June 1991.
 SK1106
 SK1106.Significant digits in the geoid height do not necessarily reflect accuracy.
 SK1106.GEOID18 height accuracy estimate available here.
 SK1106
 SK1106.Click photographs - Photos may exist for this station.
 SK1106
 SK1106.The dynamic height is computed by dividing the NAVD 88
 SK1106.geopotential number by the normal gravity value computed on the
 SK1106.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SK1106.degrees latitude (g = 980.6199 gals.).
 SK1106
 SK1106.The modeled gravity was interpolated from observed gravity values.
 SK1106
 SK1106;                    North         East    Units  Estimated Accuracy
 SK1106;SPC MN N     -   264,995.0     699,185.9     MT  (+/- 3 meters HH1 GPS) 
 SK1106
 SK1106_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUP9174914672(NAD 83)
 SK1106
 SK1106                          SUPERSEDED SURVEY CONTROL
 SK1106
 SK1106.No superseded survey control is available for this station.
 SK1106
 SK1106_MARKER: DB = BENCH MARK DISK
 SK1106_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 SK1106_STAMPING: 0413 D 1962
 SK1106_MARK LOGO: MNHD
 SK1106_PROJECTION: FLUSH
 SK1106_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 SK1106_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SK1106_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 SK1106+SATELLITE: SATELLITE OBSERVATIONS - July 21, 2014
 SK1106
 SK1106  HISTORY     - Date     Condition        Report By
 SK1106  HISTORY     - 1962     MONUMENTED       MNHD
 SK1106  HISTORY     - 1983     GOOD             MNDT
 SK1106  HISTORY     - 20030909 GOOD             MNDT
 SK1106  HISTORY     - 20061111 GOOD             USPSQD
 SK1106  HISTORY     - 20140721 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
 SK1106
 SK1106                          STATION RECOVERY (2006)
 SK1106
 SK1106'RECOVERY NOTE BY US POWER SQUADRON 2006 (ATD)
 SK1106'RECOVERED IN GOOD CONDITION.
 SK1106
 SK1106                          STATION RECOVERY (2014)
 SK1106
 SK1106'RECOVERY NOTE BY MN DEPT OF TRANSP 2014 (KMS)
 SK1106'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 TC1393 ***********************************************************************
 TC1393  DESIGNATION -  0413 G
 TC1393  PID         -  TC1393
 TC1393  STATE/COUNTY-  MN/BELTRAMI
 TC1393  COUNTRY     -  US
 TC1393  USGS QUAD   -  NORMAN LAKE SW (2019)
 TC1393
 TC1393                         *CURRENT SURVEY CONTROL
 TC1393  ______________________________________________________________________
 TC1393* NAD 83(1986) POSITION- 48 04 07.4    (N) 094 29 25.7    (W)   HD_HELD2
 TC1393* NAVD 88 ORTHO HEIGHT -   374.799 (meters)     1229.65  (feet) ADJUSTED
 TC1393  ______________________________________________________________________
 TC1393  GEOID HEIGHT    -        -28.525 (meters)                     GEOID18
 TC1393  DYNAMIC HEIGHT  -        374.869 (meters)     1229.88  (feet) COMP
 TC1393  MODELED GRAVITY -    980,787.0   (mgal)                       NAVD 88
 TC1393
 TC1393  VERT ORDER      -  SECOND    CLASS I
 TC1393
 TC1393.The horizontal coordinates were established by autonomous hand held GPS
 TC1393.observations and have an estimated accuracy of +/- 10 meters.
 TC1393
 TC1393.The orthometric height was determined by differential leveling and
 TC1393.adjusted by the NATIONAL GEODETIC SURVEY
 TC1393.in April 2020.
 TC1393
 TC1393.Significant digits in the geoid height do not necessarily reflect accuracy.
 TC1393.GEOID18 height accuracy estimate available here.
 TC1393
 TC1393.Click photographs - Photos may exist for this station.
 TC1393
 TC1393.The dynamic height is computed by dividing the NAVD 88
 TC1393.geopotential number by the normal gravity value computed on the
 TC1393.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TC1393.degrees latitude (g = 980.6199 gals.).
 TC1393
 TC1393.The modeled gravity was interpolated from observed gravity values.
 TC1393
 TC1393;                    North         East    Units  Estimated Accuracy
 TC1393;SPC MN N     -   275,333.      696,388.      MT  (+/- 10 meters HH2 GPS)
 TC1393
 TC1393_U.S. NATIONAL GRID SPATIAL ADDRESS: 15UUP8896625012(NAD 83)
 TC1393
 TC1393                          SUPERSEDED SURVEY CONTROL
 TC1393
 TC1393  NAVD 88 (06/15/91)  374.789  (m)         1229.62   (f) SUPERSEDED  2 1
 TC1393
 TC1393.Superseded values are not recommended for survey control.
 TC1393
 TC1393.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TC1393.See file dsdata.pdf to determine how the superseded data were derived.
 TC1393
 TC1393_MARKER: DB = BENCH MARK DISK
 TC1393_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 TC1393_STAMPING: 0413 G 1959
 TC1393_MARK LOGO: MNHD
 TC1393_PROJECTION: PROJECTING 9 CENTIMETERS
 TC1393_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 TC1393_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TC1393_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 TC1393+SATELLITE: SATELLITE OBSERVATIONS - July 21, 2014
 TC1393
 TC1393  HISTORY     - Date     Condition        Report By
 TC1393  HISTORY     - 1962     MONUMENTED       MNHD
 TC1393  HISTORY     - 1983     GOOD             MNDT
 TC1393  HISTORY     - 20030909 GOOD             MNDT
 TC1393  HISTORY     - 20040102 GOOD             USPSQD
 TC1393  HISTORY     - 20061111 GOOD             USPSQD
 TC1393  HISTORY     - 20140721 GOOD             MNDT
 TC1393
 TC1393                          STATION DESCRIPTION
 TC1393
 TC1393'DESCRIBED BY MN DEPT OF TRANSP 1983
 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 AND IN GOOD CONDITION.
 TC1393
 TC1393                          STATION RECOVERY (2006)
 TC1393
 TC1393'RECOVERY NOTE BY US POWER SQUADRON 2006 (ATD)
 TC1393'RECOVERED IN GOOD CONDITION.
 TC1393
 TC1393                          STATION RECOVERY (2014)
 TC1393
 TC1393'RECOVERY NOTE BY MN DEPT OF TRANSP 2014 (JAM)
 TC1393'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 TC1382 ***********************************************************************
 TC1382  DESIGNATION -  0413 I
 TC1382  PID         -  TC1382
 TC1382  STATE/COUNTY-  MN/BELTRAMI
 TC1382  COUNTRY     -  US
 TC1382  USGS QUAD   -  WASKISH (2019)
 TC1382
 TC1382                         *CURRENT SURVEY CONTROL
 TC1382  ______________________________________________________________________
 TC1382* NAD 83(1986) POSITION- 48 10 27.16   (N) 094 30 44.67   (W)   HD_HELD1
 TC1382* NAVD 88 ORTHO HEIGHT -   359.239 (meters)     1178.60  (feet) ADJUSTED
 TC1382  ______________________________________________________________________
 TC1382  GEOID HEIGHT    -        -28.612 (meters)                     GEOID18
 TC1382  DYNAMIC HEIGHT  -        359.310 (meters)     1178.84  (feet) COMP
 TC1382  MODELED GRAVITY -    980,797.3   (mgal)                       NAVD 88
 TC1382
 TC1382  VERT ORDER      -  SECOND    CLASS I
 TC1382
 TC1382.The horizontal coordinates were determined by differentially corrected
 TC1382.hand held GPS observations or other comparable positioning techniques
 TC1382.and have an estimated accuracy of +/- 3 meters.
 TC1382
 TC1382.The orthometric height was determined by differential leveling and
 TC1382.adjusted by the NATIONAL GEODETIC SURVEY
 TC1382.in April 2020.
 TC1382
 TC1382.Significant digits in the geoid height do not necessarily reflect accuracy.
 TC1382.GEOID18 height accuracy estimate available here.
 TC1382
 TC1382.Click photographs - Photos may exist for this station.
 TC1382
 TC1382.The dynamic height is computed by dividing the NAVD 88
 TC1382.geopotential number by the normal gravity value computed on the
 TC1382.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TC1382.degrees latitude (g = 980.6199 gals.).
 TC1382
 TC1382.The modeled gravity was interpolated from observed gravity values.
 TC1382
 TC1382;                    North         East    Units  Estimated Accuracy
 TC1382;SPC MN N     -   287,089.5     694,968.1     MT  (+/- 3 meters HH1 GPS) 
 TC1382
 TC1382_U.S. NATIONAL GRID SPATIAL ADDRESS: 15UUP8756236769(NAD 83)
 TC1382
 TC1382                          SUPERSEDED SURVEY CONTROL
 TC1382
 TC1382  NAVD 88 (06/15/91)  358.840  (m)         1177.29   (f) SUPERSEDED  2 1
 TC1382
 TC1382.Superseded values are not recommended for survey control.
 TC1382
 TC1382.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TC1382.See file dsdata.pdf to determine how the superseded data were derived.
 TC1382
 TC1382_MARKER: DB = BENCH MARK DISK
 TC1382_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 TC1382_STAMPING: 0413 I 1983
 TC1382_MARK LOGO: MNHD
 TC1382_PROJECTION: PROJECTING 61 CENTIMETERS
 TC1382_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 TC1382_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TC1382_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 TC1382+SATELLITE: SATELLITE OBSERVATIONS - June 05, 2016
 TC1382
 TC1382  HISTORY     - Date     Condition        Report By
 TC1382  HISTORY     - 19620401 MONUMENTED       MNHD
 TC1382  HISTORY     - 1983     GOOD             MNDT
 TC1382  HISTORY     - 20030910 GOOD             MNDT
 TC1382  HISTORY     - 20140722 POOR             MNDT
 TC1382  HISTORY     - 20160605 POOR             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
 TC1382
 TC1382                          STATION RECOVERY (2014)
 TC1382
 TC1382'RECOVERY NOTE BY MN DEPT OF TRANSP 2014 (MAS)
 TC1382'IN WASKISH, 0.05 MI (0.1 KM) SOUTH OF TRUNK HIGHWAY 72 BRIDGE NUMBER
 TC1382'04002 OVER TAMARAC RIVER, LAKE CABINS, AT TRUNK HIGHWAY 72 MILE POINT
 TC1382'36.55, 75.0 FT (22.9 M) EAST OF TRUNK HIGHWAY 72, 1.0 FT (0.3 M) WEST
 TC1382'OF A WITNESS POST.
 TC1382
 TC1382                          STATION RECOVERY (2016)
 TC1382
 TC1382'RECOVERY NOTE BY MN DEPT OF TRANSP 2016 (SAM)
 TC1382'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 TC1377 ***********************************************************************
 TC1377  DESIGNATION -  0413 L
 TC1377  PID         -  TC1377
 TC1377  STATE/COUNTY-  MN/BELTRAMI
 TC1377  COUNTRY     -  US
 TC1377  USGS QUAD   -  WASKISH (2019)
 TC1377
 TC1377                         *CURRENT SURVEY CONTROL
 TC1377  ______________________________________________________________________
 TC1377* NAD 83(2011) POSITION- 48 12 25.37624(N) 094 33 14.69525(W)   ADJUSTED
 TC1377* NAD 83(2011) ELLIP HT-   331.250 (meters)        (06/27/12)   ADJUSTED
 TC1377* NAD 83(2011) EPOCH   -  2010.00
 TC1377* NAVD 88 ORTHO HEIGHT -   359.846 (meters)     1180.59  (feet) ADJUSTED
 TC1377  ______________________________________________________________________
 TC1377  GEOID HEIGHT    -        -28.601 (meters)                     GEOID18
 TC1377  NAD 83(2011) X  -   -338,149.126 (meters)                     COMP
 TC1377  NAD 83(2011) Y  - -4,245,356.138 (meters)                     COMP
 TC1377  NAD 83(2011) Z  -  4,732,497.246 (meters)                     COMP
 TC1377  LAPLACE CORR    -         -2.03  (seconds)                    DEFLEC18
 TC1377  DYNAMIC HEIGHT  -        359.918 (meters)     1180.83  (feet) COMP
 TC1377  MODELED GRAVITY -    980,800.5   (mgal)                       NAVD 88
 TC1377
 TC1377  VERT ORDER      -  SECOND    CLASS I
 TC1377
 TC1377  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 TC1377  Standards:
 TC1377         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 TC1377            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 TC1377  -------------------------------------------------------------------
 TC1377  NETWORK    0.38   0.47           0.17   0.14   0.24      0.02154327
 TC1377  -------------------------------------------------------------------
 TC1377  Click here for local accuracies and other accuracy information.
 TC1377
 TC1377.The horizontal coordinates were established by GPS observations
 TC1377.and adjusted by the National Geodetic Survey in June 2012.
 TC1377
 TC1377.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 TC1377.been affixed to the stable North American tectonic plate. See 
 TC1377.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 TC1377
 TC1377.The horizontal coordinates are valid at the epoch date displayed above
 TC1377.which is a decimal equivalence of Year/Month/Day.
 TC1377
 TC1377.The orthometric height was determined by differential leveling and
 TC1377.adjusted by the NATIONAL GEODETIC SURVEY
 TC1377.in December 2006.
 TC1377
 TC1377.No vertical observational check was made to the station.
 TC1377
 TC1377.Significant digits in the geoid height do not necessarily reflect accuracy.
 TC1377.GEOID18 height accuracy estimate available here.
 TC1377
 TC1377.Click photographs - Photos may exist 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 DEFLEC18 derived deflections.
 TC1377
 TC1377.The ellipsoidal height was determined by GPS observations
 TC1377.and is referenced to NAD 83.
 TC1377
 TC1377.The dynamic height is computed by dividing the NAVD 88
 TC1377.geopotential number by the normal gravity value computed on the
 TC1377.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TC1377.degrees latitude (g = 980.6199 gals.).
 TC1377
 TC1377.The modeled gravity was interpolated from observed gravity values.
 TC1377
 TC1377. The following values were computed from the NAD 83(2011) position.
 TC1377
 TC1377;                    North         East     Units Scale Factor Converg.
 TC1377;SPC MN N     -   290,797.394   691,938.124   MT  0.99992384   -1 04 40.1
 TC1377;SPC MN N     -   954,057.78  2,270,133.66   sFT  0.99992384   -1 04 40.1
 TC1377;UTM  15      - 5,340,480.861   384,538.661   MT  0.99976380   -1 09 31.6
 TC1377
 TC1377!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TC1377!SPC MN N     -   0.99994809  x   0.99992384  =   0.99987193
 TC1377!UTM  15      -   0.99994809  x   0.99976380  =   0.99971190
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15UUP8453840480(NAD 83)
 TC1377
 TC1377|---------------------------------------------------------------------|
 TC1377| PID    Reference Object                     Distance      Geod. Az  |
 TC1377|                                                           dddmmss.s |
 TC1377| DF6958 SALE                                APPROX. 0.6 KM 0011714.3 |
 TC1377|---------------------------------------------------------------------|
 TC1377
 TC1377                          SUPERSEDED SURVEY CONTROL
 TC1377
 TC1377  NAD 83(2007)-  48 12 25.37624(N)    094 33 14.69603(W) AD(2002.00) 0
 TC1377  ELLIP H (02/10/07)  331.282  (m)                       GP(2002.00)    
 TC1377  NAD 83(1996)-  48 12 25.37618(N)    094 33 14.69595(W) AD(       ) 1
 TC1377  ELLIP H (08/08/03)  331.286  (m)                       GP(       ) 3 2
 TC1377  NAVD 88 (08/08/03)  359.9    (m)  GEOID99  model used  GPS OBS        
 TC1377  NAVD 88 (06/15/91)  359.822  (m)         1180.52   (f) SUPERSEDED  2 1
 TC1377
 TC1377.Superseded values are not recommended for survey control.
 TC1377
 TC1377.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TC1377.See file dsdata.pdf to determine how the superseded data were derived.
 TC1377
 TC1377_MARKER: DB = BENCH MARK DISK
 TC1377_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 TC1377_STAMPING: 0413 L 1962
 TC1377_MARK LOGO: MNHD
 TC1377_PROJECTION: FLUSH
 TC1377_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 TC1377_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TC1377_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 TC1377+SATELLITE: SATELLITE OBSERVATIONS - July 22, 2014
 TC1377
 TC1377  HISTORY     - Date     Condition        Report By
 TC1377  HISTORY     - 1962     MONUMENTED       MNHD
 TC1377  HISTORY     - 1983     GOOD             MNDT
 TC1377  HISTORY     - 20011030 GOOD             MNDT
 TC1377  HISTORY     - 20011030 GOOD             MNDT
 TC1377  HISTORY     - 20030806 GOOD             MNDT
 TC1377  HISTORY     - 20030910 GOOD             MNDT
 TC1377  HISTORY     - 20061106 GOOD             MNDT
 TC1377  HISTORY     - 20140722 GOOD             MNDT
 TC1377
 TC1377                          STATION DESCRIPTION
 TC1377
 TC1377'DESCRIBED BY MN DEPT OF TRANSP 1983
 TC1377'3.1 MI NORTH FROM WASKISH.
 TC1377'THE MARK IS LOCATED ABOUT 3 MILES NORTH OF THE TOWN OF WASKISH, IN
 TC1377'THE NE 1/4 OF SECTION 36, T155N, R30W, 3.1 MILES NORTH ALONG TRUNK
 TC1377'HIGHWAY 72 FROM ITS BRIDGE (NUMBER 04002) OVER THE TAMARAC RIVER AT
 TC1377'WASKISH, 145 FEET WEST OF THE CENTERLINE OF TRUNK HIGHWAY 72 AT
 TC1377'ENGINEERS STATION 206+78 AND MILEPOINT 39.75 AND 1.0 FOOT EAST OF A
 TC1377'STEEL WITNESS POST.  THE MARK, A STANDARD MNHD BENCH MARK DISK
 TC1377'STAMPED---0413 L---, IS SET IN THE TOP OF A 6 FOOT LONG PRECAST
 TC1377'CONCRETE POST THAT PROJECTS 0.3 FOOT ABOVE THE SURFACE OF THE GROUND.
 TC1377
 TC1377                          STATION RECOVERY (2001)
 TC1377
 TC1377'RECOVERY NOTE BY MN DEPT OF TRANSP 2001 (WAS)
 TC1377'THE MARK WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.  THE MARK IS
 TC1377'53.6 FT (16.3 M) SW OF WEATHER STATION, 132.6 FT (40.4 M) NNW OF
 TC1377'P-POLE WITH LIGHT.
 TC1377
 TC1377                          STATION RECOVERY (2001)
 TC1377
 TC1377'RECOVERY NOTE BY MN DEPT OF TRANSP 2001 (DKH)
 TC1377'THE MARK WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.  THE MARK
 TC1377'PROJECTS 1 INCH, MAGNETIC, AND SUITABLE FOR GPS.
 TC1377
 TC1377                          STATION RECOVERY (2003)
 TC1377
 TC1377'RECOVERY NOTE BY MN DEPT OF TRANSP 2003 (KNB)
 TC1377'3 MILES NORTH OF WASKISH, 3.1 MILES NORTH OF TRUNK HIGHWAY 72 BRIDGE
 TC1377'04002 OVER TAMARAC RIVER, AT TRUNK HIGHWAY 72 MILEPOINT 39.75, 145
 TC1377'FEET WEST OF TRUNK HIGHWAY 72, 53.6 FEET SOUTHWEST OF WEATHER STATION,
 TC1377'132.6 FEET NORTH-NORTHWEST OF POWER POLE WITH LIGHT, 1.0 FEET EAST OF
 TC1377'WITNESS POST
 TC1377
 TC1377                          STATION RECOVERY (2003)
 TC1377
 TC1377'RECOVERY NOTE BY MN DEPT OF TRANSP 2003 (KNB)
 TC1377'3 MILES NORTH OF WASKISH, AT TRUNK HIGHWAY 72 MILEPOINT 39.75, 3.1
 TC1377'MILES NORTH OF TRUNK HIGHWAY 72 BRIDGE 04002 OVER TAMARAC RIVER, 145
 TC1377'FEET WEST OF TRUNK HIGHWAY 72, 53.6 FEET SOUTHWEST OF WEATHER STATION,
 TC1377'132.6 FEET NORTH-NORTHWEST OF POWER POLE WITH LIGHT, 1.0 FEET EAST OF
 TC1377'WITNESS POST
 TC1377
 TC1377                          STATION RECOVERY (2006)
 TC1377
 TC1377'RECOVERY NOTE BY MN DEPT OF TRANSP 2006 (DKS)
 TC1377'3 MILES NORTH OF WASKISH, 3.1 MILES NORTH OF TRUNK HIGHWAY 72 BRIDGE
 TC1377'04002 OVER TAMARAC RIVER, AT TRUNK HIGHWAY 72 MILEPOINT 39.75, 145
 TC1377'FEET WEST OF TRUNK HIGHWAY 72, 53.6 FEET SOUTHWEST OF WEATHER STATION,
 TC1377'132.6 FEET NORTH-NORTHWEST OF POWER POLE WITH LIGHT, 1.0 FEET EAST OF
 TC1377'WITNESS POST.
 TC1377
 TC1377                          STATION RECOVERY (2014)
 TC1377
 TC1377'RECOVERY NOTE BY MN DEPT OF TRANSP 2014 (MAS)
 TC1377'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 TC1374 ***********************************************************************
 TC1374  DESIGNATION -  0413 N
 TC1374  PID         -  TC1374
 TC1374  STATE/COUNTY-  MN/BELTRAMI
 TC1374  COUNTRY     -  US
 TC1374  USGS QUAD   -  WASKISH (2019)
 TC1374
 TC1374                         *CURRENT SURVEY CONTROL
 TC1374  ______________________________________________________________________
 TC1374* NAD 83(1986) POSITION- 48 14 11.61   (N) 094 33 13.75   (W)   HD_HELD1
 TC1374* NAVD 88 ORTHO HEIGHT -   362.488 (meters)     1189.26  (feet) ADJUSTED
 TC1374  ______________________________________________________________________
 TC1374  GEOID HEIGHT    -        -28.607 (meters)                     GEOID18
 TC1374  DYNAMIC HEIGHT  -        362.561 (meters)     1189.50  (feet) COMP
 TC1374  MODELED GRAVITY -    980,803.8   (mgal)                       NAVD 88
 TC1374
 TC1374  VERT ORDER      -  SECOND    CLASS I
 TC1374
 TC1374.The horizontal coordinates were determined by differentially corrected
 TC1374.hand held GPS observations or other comparable positioning techniques
 TC1374.and have an estimated accuracy of +/- 3 meters.
 TC1374
 TC1374.The orthometric height was determined by differential leveling and
 TC1374.adjusted by the NATIONAL GEODETIC SURVEY
 TC1374.in June 1991.
 TC1374
 TC1374.Significant digits in the geoid height do not necessarily reflect accuracy.
 TC1374.GEOID18 height accuracy estimate available here.
 TC1374
 TC1374.Click photographs - Photos may exist for this station.
 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     -   294,077.5     692,019.3     MT  (+/- 3 meters HH1 GPS) 
 TC1374
 TC1374_U.S. NATIONAL GRID SPATIAL ADDRESS: 15UUP8462443760(NAD 83)
 TC1374
 TC1374                          SUPERSEDED SURVEY CONTROL
 TC1374
 TC1374.No superseded survey control is available for this station.
 TC1374
 TC1374_MARKER: DB = BENCH MARK DISK
 TC1374_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 TC1374_STAMPING: 0413 N 1962
 TC1374_MARK LOGO: MNHD
 TC1374_PROJECTION: PROJECTING 30 CENTIMETERS
 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 - July 22, 2014
 TC1374
 TC1374  HISTORY     - Date     Condition        Report By
 TC1374  HISTORY     - 1962     MONUMENTED       MNHD
 TC1374  HISTORY     - 1983     GOOD             MNDT
 TC1374  HISTORY     - 20011030 GOOD             MNDT
 TC1374  HISTORY     - 20140722 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.
 TC1374
 TC1374                          STATION RECOVERY (2014)
 TC1374
 TC1374'RECOVERY NOTE BY MN DEPT OF TRANSP 2014 (KMS)
 TC1374'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 TC1372 ***********************************************************************
 TC1372  DESIGNATION -  0413 O
 TC1372  PID         -  TC1372
 TC1372  STATE/COUNTY-  MN/BELTRAMI
 TC1372  COUNTRY     -  US
 TC1372  USGS QUAD   -  LUDLOW LOOKOUT TOWER (2019)
 TC1372
 TC1372                         *CURRENT SURVEY CONTROL
 TC1372  ______________________________________________________________________
 TC1372* NAD 83(1986) POSITION- 48 15 05.     (N) 094 33 13.     (W)   SCALED
 TC1372* NAVD 88 ORTHO HEIGHT -   363.368 (meters)     1192.15  (feet) ADJUSTED
 TC1372  ______________________________________________________________________
 TC1372  GEOID HEIGHT    -        -28.610 (meters)                     GEOID18
 TC1372  DYNAMIC HEIGHT  -        363.442 (meters)     1192.39  (feet) COMP
 TC1372  MODELED GRAVITY -    980,805.4   (mgal)                       NAVD 88
 TC1372
 TC1372  VERT ORDER      -  SECOND    CLASS I
 TC1372
 TC1372.The horizontal coordinates were scaled from a map and have
 TC1372.an estimated accuracy of +/- 6 seconds.
 TC1372
 TC1372.The orthometric height was determined by differential leveling and
 TC1372.adjusted by the NATIONAL GEODETIC SURVEY
 TC1372.in April 2020.
 TC1372
 TC1372.Significant digits in the geoid height do not necessarily reflect accuracy.
 TC1372.GEOID18 height accuracy estimate available here.
 TC1372
 TC1372.Click photographs - Photos may exist for this station.
 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.      692,070.      MT  (+/- 180 meters Scaled)
 TC1372
 TC1372_U.S. NATIONAL GRID SPATIAL ADDRESS: 15UUP846454(NAD 83)
 TC1372
 TC1372                          SUPERSEDED SURVEY CONTROL
 TC1372
 TC1372  NAVD 88 (06/15/91)  363.371  (m)         1192.16   (f) SUPERSEDED  2 1
 TC1372
 TC1372.Superseded values are not recommended for survey control.
 TC1372
 TC1372.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TC1372.See file dsdata.pdf to determine how the superseded data were derived.
 TC1372
 TC1372_MARKER: DB = BENCH MARK DISK
 TC1372_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 TC1372_STAMPING: 0413 O 1962
 TC1372_MARK LOGO: MNHD
 TC1372_PROJECTION: PROJECTING 30 CENTIMETERS
 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 - July 22, 2014
 TC1372
 TC1372  HISTORY     - Date     Condition        Report By
 TC1372  HISTORY     - 1962     MONUMENTED       MNHD
 TC1372  HISTORY     - 1983     GOOD             MNDT
 TC1372  HISTORY     - 20011030 GOOD             MNDT
 TC1372  HISTORY     - 20140722 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.
 TC1372
 TC1372                          STATION RECOVERY (2014)
 TC1372
 TC1372'RECOVERY NOTE BY MN DEPT OF TRANSP 2014 (KMS)
 TC1372'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 TC1370 ***********************************************************************
 TC1370  DESIGNATION -  0413 P
 TC1370  PID         -  TC1370
 TC1370  STATE/COUNTY-  MN/BELTRAMI
 TC1370  COUNTRY     -  US
 TC1370  USGS QUAD   -  LUDLOW LOOKOUT TOWER (2019)
 TC1370
 TC1370                         *CURRENT SURVEY CONTROL
 TC1370  ______________________________________________________________________
 TC1370* NAD 83(1986) POSITION- 48 15 58.     (N) 094 33 15.     (W)   SCALED
 TC1370* NAVD 88 ORTHO HEIGHT -   363.836 (meters)     1193.69  (feet) ADJUSTED
 TC1370  ______________________________________________________________________
 TC1370  GEOID HEIGHT    -        -28.614 (meters)                     GEOID18
 TC1370  DYNAMIC HEIGHT  -        363.911 (meters)     1193.93  (feet) COMP
 TC1370  MODELED GRAVITY -    980,806.9   (mgal)                       NAVD 88
 TC1370
 TC1370  VERT ORDER      -  SECOND    CLASS I
 TC1370
 TC1370.The horizontal coordinates were scaled from a map and have
 TC1370.an estimated accuracy of +/- 6 seconds.
 TC1370
 TC1370.The orthometric height was determined by differential leveling and
 TC1370.adjusted by the NATIONAL GEODETIC SURVEY
 TC1370.in June 1991.
 TC1370
 TC1370.Significant digits in the geoid height do not necessarily reflect accuracy.
 TC1370.GEOID18 height accuracy estimate available here.
 TC1370
 TC1370.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15UUP846470(NAD 83)
 TC1370
 TC1370                          SUPERSEDED SURVEY CONTROL
 TC1370
 TC1370.No superseded survey control is available for this station.
 TC1370
 TC1370_MARKER: DB = BENCH MARK DISK
 TC1370_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 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 = MARCH 21, 2026 06:05:54 EDT
 TC1364 ***********************************************************************
 TC1364  DESIGNATION -  0413 R
 TC1364  PID         -  TC1364
 TC1364  STATE/COUNTY-  MN/BELTRAMI
 TC1364  COUNTRY     -  US
 TC1364  USGS QUAD   -  LUDLOW LOOKOUT TOWER (2019)
 TC1364
 TC1364                         *CURRENT SURVEY CONTROL
 TC1364  ______________________________________________________________________
 TC1364* NAD 83(1986) POSITION- 48 19 25.     (N) 094 33 15.     (W)   SCALED
 TC1364* NAVD 88 ORTHO HEIGHT -   362.510 (meters)     1189.33  (feet) ADJUSTED
 TC1364  ______________________________________________________________________
 TC1364  GEOID HEIGHT    -        -28.643 (meters)                     GEOID18
 TC1364  DYNAMIC HEIGHT  -        362.586 (meters)     1189.58  (feet) COMP
 TC1364  MODELED GRAVITY -    980,812.5   (mgal)                       NAVD 88
 TC1364
 TC1364  VERT ORDER      -  SECOND    CLASS I
 TC1364
 TC1364.The horizontal coordinates were scaled from a map and have
 TC1364.an estimated accuracy of +/- 6 seconds.
 TC1364
 TC1364.The orthometric height was determined by differential leveling and
 TC1364.adjusted by the NATIONAL GEODETIC SURVEY
 TC1364.in June 1991.
 TC1364
 TC1364.Significant digits in the geoid height do not necessarily reflect accuracy.
 TC1364.GEOID18 height accuracy estimate available here.
 TC1364
 TC1364.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15UUP847534(NAD 83)
 TC1364
 TC1364                          SUPERSEDED SURVEY CONTROL
 TC1364
 TC1364.No superseded survey control is available for this station.
 TC1364
 TC1364_MARKER: DB = BENCH MARK DISK
 TC1364_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 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 = MARCH 21, 2026 06:05:54 EDT
 TC1363 ***********************************************************************
 TC1363  DESIGNATION -  0413 S
 TC1363  PID         -  TC1363
 TC1363  STATE/COUNTY-  MN/BELTRAMI
 TC1363  COUNTRY     -  US
 TC1363  USGS QUAD   -  LUDLOW LOOKOUT TOWER (2019)
 TC1363
 TC1363                         *CURRENT SURVEY CONTROL
 TC1363  ______________________________________________________________________
 TC1363* NAD 83(1986) POSITION- 48 20 13.     (N) 094 33 16.     (W)   SCALED
 TC1363* NAVD 88 ORTHO HEIGHT -   362.678 (meters)     1189.89  (feet) ADJUSTED
 TC1363  ______________________________________________________________________
 TC1363  GEOID HEIGHT    -        -28.654 (meters)                     GEOID18
 TC1363  DYNAMIC HEIGHT  -        362.756 (meters)     1190.14  (feet) COMP
 TC1363  MODELED GRAVITY -    980,813.7   (mgal)                       NAVD 88
 TC1363
 TC1363  VERT ORDER      -  SECOND    CLASS I
 TC1363
 TC1363.The horizontal coordinates were scaled from a map and have
 TC1363.an estimated accuracy of +/- 6 seconds.
 TC1363
 TC1363.The orthometric height was determined by differential leveling and
 TC1363.adjusted by the NATIONAL GEODETIC SURVEY
 TC1363.in June 1991.
 TC1363
 TC1363.Significant digits in the geoid height do not necessarily reflect accuracy.
 TC1363.GEOID18 height accuracy estimate available here.
 TC1363
 TC1363.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15UUP848549(NAD 83)
 TC1363
 TC1363                          SUPERSEDED SURVEY CONTROL
 TC1363
 TC1363.No superseded survey control is available for this station.
 TC1363
 TC1363_MARKER: DB = BENCH MARK DISK
 TC1363_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 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 = MARCH 21, 2026 06:05:54 EDT
 TC1360 ***********************************************************************
 TC1360  DESIGNATION -  0413 T
 TC1360  PID         -  TC1360
 TC1360  STATE/COUNTY-  MN/BELTRAMI
 TC1360  COUNTRY     -  US
 TC1360  USGS QUAD   -  LUDLOW LOOKOUT TOWER (2019)
 TC1360
 TC1360                         *CURRENT SURVEY CONTROL
 TC1360  ______________________________________________________________________
 TC1360* NAD 83(1986) POSITION- 48 21 12.     (N) 094 33 16.     (W)   SCALED
 TC1360* NAVD 88 ORTHO HEIGHT -   362.468 (meters)     1189.20  (feet) ADJUSTED
 TC1360  ______________________________________________________________________
 TC1360  GEOID HEIGHT    -        -28.671 (meters)                     GEOID18
 TC1360  DYNAMIC HEIGHT  -        362.546 (meters)     1189.45  (feet) COMP
 TC1360  MODELED GRAVITY -    980,815.0   (mgal)                       NAVD 88
 TC1360
 TC1360  VERT ORDER      -  SECOND    CLASS I
 TC1360
 TC1360.The horizontal coordinates were scaled from a map and have
 TC1360.an estimated accuracy of +/- 6 seconds.
 TC1360
 TC1360.The orthometric height was determined by differential leveling and
 TC1360.adjusted by the NATIONAL GEODETIC SURVEY
 TC1360.in June 1991.
 TC1360
 TC1360.Significant digits in the geoid height do not necessarily reflect accuracy.
 TC1360.GEOID18 height accuracy estimate available here.
 TC1360
 TC1360.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15UUP848567(NAD 83)
 TC1360
 TC1360                          SUPERSEDED SURVEY CONTROL
 TC1360
 TC1360.No superseded survey control is available for this station.
 TC1360
 TC1360_MARKER: DB = BENCH MARK DISK
 TC1360_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 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 = MARCH 21, 2026 06:05:54 EDT
 TC1362 ***********************************************************************
 TC1362  DESIGNATION -  0413 W
 TC1362  PID         -  TC1362
 TC1362  STATE/COUNTY-  MN/BELTRAMI
 TC1362  COUNTRY     -  US
 TC1362  USGS QUAD   -  LUDLOW LOOKOUT TOWER (2019)
 TC1362
 TC1362                         *CURRENT SURVEY CONTROL
 TC1362  ______________________________________________________________________
 TC1362* NAD 83(2011) POSITION- 48 20 17.12577(N) 094 33 13.90712(W)   ADJUSTED
 TC1362* NAD 83(2011) ELLIP HT-   333.932 (meters)        (06/27/12)   ADJUSTED
 TC1362* NAD 83(2011) EPOCH   -  2010.00
 TC1362* NAVD 88 ORTHO HEIGHT -   362.588 (meters)     1189.59  (feet) ADJUSTED
 TC1362  ______________________________________________________________________
 TC1362  GEOID HEIGHT    -        -28.655 (meters)                     GEOID18
 TC1362  NAD 83(2011) X  -   -337,269.583 (meters)                     COMP
 TC1362  NAD 83(2011) Y  - -4,234,518.170 (meters)                     COMP
 TC1362  NAD 83(2011) Z  -  4,742,198.194 (meters)                     COMP
 TC1362  LAPLACE CORR    -         -2.91  (seconds)                    DEFLEC18
 TC1362  DYNAMIC HEIGHT  -        362.665 (meters)     1189.84  (feet) COMP
 TC1362  MODELED GRAVITY -    980,813.8   (mgal)                       NAVD 88
 TC1362
 TC1362  VERT ORDER      -  SECOND    CLASS I
 TC1362
 TC1362  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 TC1362  Standards:
 TC1362         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 TC1362            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 TC1362  -------------------------------------------------------------------
 TC1362  NETWORK    0.60   0.57           0.27   0.21   0.29      0.04264508
 TC1362  -------------------------------------------------------------------
 TC1362  Click here for local accuracies and other accuracy information.
 TC1362
 TC1362.The horizontal coordinates were established by GPS observations
 TC1362.and adjusted by the National Geodetic Survey in June 2012.
 TC1362
 TC1362.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 TC1362.been affixed to the stable North American tectonic plate. See 
 TC1362.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 TC1362
 TC1362.The horizontal coordinates are valid at the epoch date displayed above
 TC1362.which is a decimal equivalence of Year/Month/Day.
 TC1362
 TC1362.The orthometric height was determined by differential leveling and
 TC1362.adjusted by the NATIONAL GEODETIC SURVEY
 TC1362.in June 1991.
 TC1362
 TC1362.Significant digits in the geoid height do not necessarily reflect accuracy.
 TC1362.GEOID18 height accuracy estimate available here.
 TC1362
 TC1362.Click photographs - Photos may exist for this station.
 TC1362
 TC1362.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 TC1362
 TC1362.The Laplace correction was computed from DEFLEC18 derived deflections.
 TC1362
 TC1362.The ellipsoidal height was determined by GPS observations
 TC1362.and is referenced to NAD 83.
 TC1362
 TC1362.The dynamic height is computed by dividing the NAVD 88
 TC1362.geopotential number by the normal gravity value computed on the
 TC1362.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TC1362.degrees latitude (g = 980.6199 gals.).
 TC1362
 TC1362.The modeled gravity was interpolated from observed gravity values.
 TC1362
 TC1362. The following values were computed from the NAD 83(2011) position.
 TC1362
 TC1362;                    North         East     Units Scale Factor Converg.
 TC1362;SPC MN N     -   305,364.768   692,228.416   MT  0.99994131   -1 04 39.5
 TC1362;SPC MN N     - 1,001,850.91  2,271,086.06   sFT  0.99994131   -1 04 39.5
 TC1362;UTM  15      - 5,355,045.344   384,849.793   MT  0.99976292   -1 09 39.6
 TC1362
 TC1362!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TC1362!SPC MN N     -   0.99994767  x   0.99994131  =   0.99988898
 TC1362!UTM  15      -   0.99994767  x   0.99976292  =   0.99971060
 TC1362
 TC1362_U.S. NATIONAL GRID SPATIAL ADDRESS: 15UUP8484955045(NAD 83)
 TC1362
 TC1362                          SUPERSEDED SURVEY CONTROL
 TC1362
 TC1362  NAD 83(2007)-  48 20 17.12583(N)    094 33 13.90771(W) AD(2002.00) 0
 TC1362  ELLIP H (02/10/07)  333.962  (m)                       GP(2002.00)    
 TC1362  NAD 83(1996)-  48 20 17.12584(N)    094 33 13.90749(W) AD(       ) 1
 TC1362  ELLIP H (08/08/03)  333.963  (m)                       GP(       ) 3 2
 TC1362  NAVD 88             362.59   (m)         1189.6    (f) LEVELING    3  
 TC1362
 TC1362.Superseded values are not recommended for survey control.
 TC1362
 TC1362.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TC1362.See file dsdata.pdf to determine how the superseded data were derived.
 TC1362
 TC1362_MARKER: DV = VERTICAL CONTROL DISK
 TC1362_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 TC1362_STAMPING: 0413 W 1983
 TC1362_MARK LOGO: MNDT
 TC1362_PROJECTION: PROJECTING 15 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 NOT SUITABLE FOR
 TC1362+SATELLITE: SATELLITE OBSERVATIONS - July 22, 2014
 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  HISTORY     - 20140722 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.
 TC1362
 TC1362                          STATION RECOVERY (2014)
 TC1362
 TC1362'RECOVERY NOTE BY MN DEPT OF TRANSP 2014 (KMS)
 TC1362'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DQ4249 ***********************************************************************
 DQ4249  DESIGNATION -  0413 X RESET
 DQ4249  PID         -  DQ4249
 DQ4249  STATE/COUNTY-  MN/BELTRAMI
 DQ4249  COUNTRY     -  US
 DQ4249  USGS QUAD   -  LUDLOW LOOKOUT TOWER (2019)
 DQ4249
 DQ4249                         *CURRENT SURVEY CONTROL
 DQ4249  ______________________________________________________________________
 DQ4249* NAD 83(1986) POSITION- 48 18 51.68   (N) 094 33 14.70   (W)   HD_HELD1
 DQ4249* NAVD 88 ORTHO HEIGHT -   362.567 (meters)     1189.52  (feet) ADJUSTED
 DQ4249  ______________________________________________________________________
 DQ4249  GEOID HEIGHT    -        -28.636 (meters)                     GEOID18
 DQ4249  DYNAMIC HEIGHT  -        362.643 (meters)     1189.77  (feet) COMP
 DQ4249  MODELED GRAVITY -    980,811.6   (mgal)                       NAVD 88
 DQ4249
 DQ4249  VERT ORDER      -  SECOND    CLASS I
 DQ4249
 DQ4249.The horizontal coordinates were determined by differentially corrected
 DQ4249.hand held GPS observations or other comparable positioning techniques
 DQ4249.and have an estimated accuracy of +/- 3 meters.
 DQ4249
 DQ4249.The orthometric height was determined by differential leveling and
 DQ4249.adjusted by the NATIONAL GEODETIC SURVEY
 DQ4249.in April 2020.
 DQ4249
 DQ4249.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ4249.GEOID18 height accuracy estimate available here.
 DQ4249
 DQ4249.Click photographs - Photos may exist for this station.
 DQ4249
 DQ4249.The dynamic height is computed by dividing the NAVD 88
 DQ4249.geopotential number by the normal gravity value computed on the
 DQ4249.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ4249.degrees latitude (g = 980.6199 gals.).
 DQ4249
 DQ4249.The modeled gravity was interpolated from observed gravity values.
 DQ4249
 DQ4249;                    North         East    Units  Estimated Accuracy
 DQ4249;SPC MN N     -   302,726.5     692,162.4     MT  (+/- 3 meters HH1 GPS) 
 DQ4249
 DQ4249_U.S. NATIONAL GRID SPATIAL ADDRESS: 15UUP8478052407(NAD 83)
 DQ4249
 DQ4249                          SUPERSEDED SURVEY CONTROL
 DQ4249
 DQ4249.No superseded survey control is available for this station.
 DQ4249
 DQ4249_MARKER: I = METAL ROD
 DQ4249_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DQ4249_STAMPING: 0413 X RESET 2014
 DQ4249_MARK LOGO: MNDT
 DQ4249_PROJECTION: RECESSED 5 CENTIMETERS
 DQ4249_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DQ4249_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ4249_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ4249+SATELLITE: SATELLITE OBSERVATIONS - September 27, 2016
 DQ4249_ROD/PIPE-DEPTH: 5.8 meters
 DQ4249
 DQ4249  HISTORY     - Date     Condition        Report By
 DQ4249  HISTORY     - 20140722 MONUMENTED       MNDT
 DQ4249  HISTORY     - 20160927 GOOD             MNDT
 DQ4249
 DQ4249                          STATION DESCRIPTION
 DQ4249
 DQ4249'DESCRIBED BY MN DEPT OF TRANSP 2014
 DQ4249'THE MARK IS LOCATED ABOUT 10.5 MI (16.9 KM) NORTH OF WASKISH.
 DQ4249'
 DQ4249'TO REACH THE MARK GO 10.5 MI (16.9 KM) NORTH ALONG TRUNK HIGHWAY 72
 DQ4249'FROM THE JUNCTION OF TRUNK HIGHWAY 72 AND BRIDGE NUMBER 04002 OVER
 DQ4249'TAMARAC RIVER IN WASKISH, AT TRUNK HIGHWAY 72 MILE POINT 47.15.
 DQ4249'
 DQ4249'THE MARK IS LOCATED 32.0 FT (9.8 M) WEST OF TRUNK HIGHWAY 72, 1.0 FT
 DQ4249'(0.3 M) EAST OF A WITNESS POST.
 DQ4249'
 DQ4249'NOTE-THE STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM ROD
 DQ4249'DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION REMOVABLE DISK
 DQ4249'SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH PVC
 DQ4249'PIPE BACK FILLED WITH WASHED SAND.
 DQ4249
 DQ4249                          STATION RECOVERY (2016)
 DQ4249
 DQ4249'RECOVERY NOTE BY MN DEPT OF TRANSP 2016 (DAS)
 DQ4249'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 TC1367 ***********************************************************************
 TC1367  DESIGNATION -  0413 Y
 TC1367  PID         -  TC1367
 TC1367  STATE/COUNTY-  MN/BELTRAMI
 TC1367  COUNTRY     -  US
 TC1367  USGS QUAD   -  LUDLOW LOOKOUT TOWER (2019)
 TC1367
 TC1367                         *CURRENT SURVEY CONTROL
 TC1367  ______________________________________________________________________
 TC1367* NAD 83(1986) POSITION- 48 17 46.     (N) 094 33 14.     (W)   SCALED
 TC1367* NAVD 88 ORTHO HEIGHT -   363.437 (meters)     1192.38  (feet) ADJUSTED
 TC1367  ______________________________________________________________________
 TC1367  GEOID HEIGHT    -        -28.625 (meters)                     GEOID18
 TC1367  DYNAMIC HEIGHT  -        363.513 (meters)     1192.63  (feet) COMP
 TC1367  MODELED GRAVITY -    980,809.9   (mgal)                       NAVD 88
 TC1367
 TC1367  VERT ORDER      -  SECOND    CLASS I
 TC1367
 TC1367.The horizontal coordinates were scaled from a map and have
 TC1367.an estimated accuracy of +/- 6 seconds.
 TC1367
 TC1367.The orthometric height was determined by differential leveling and
 TC1367.adjusted by the NATIONAL GEODETIC SURVEY
 TC1367.in June 1991.
 TC1367
 TC1367.Significant digits in the geoid height do not necessarily reflect accuracy.
 TC1367.GEOID18 height accuracy estimate available here.
 TC1367
 TC1367.Click photographs - Photos may exist for this station.
 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.      692,140.      MT  (+/- 180 meters Scaled)
 TC1367
 TC1367_U.S. NATIONAL GRID SPATIAL ADDRESS: 15UUP847503(NAD 83)
 TC1367
 TC1367                          SUPERSEDED SURVEY CONTROL
 TC1367
 TC1367.No superseded survey control is available for this station.
 TC1367
 TC1367_MARKER: DB = BENCH MARK DISK
 TC1367_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 TC1367_STAMPING: 0413 Y 1983
 TC1367_MARK LOGO: MNDT
 TC1367_PROJECTION: FLUSH
 TC1367_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 TC1367_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 TC1367_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 TC1367+SATELLITE: SATELLITE OBSERVATIONS - July 22, 2014
 TC1367
 TC1367  HISTORY     - Date     Condition        Report By
 TC1367  HISTORY     - 1983     MONUMENTED       MNDT
 TC1367  HISTORY     - 20140722 GOOD             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.
 TC1367
 TC1367                          STATION RECOVERY (2014)
 TC1367
 TC1367'RECOVERY NOTE BY MN DEPT OF TRANSP 2014 (KMS)
 TC1367'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 TC1368 ***********************************************************************
 TC1368  DESIGNATION -  0413 Z
 TC1368  PID         -  TC1368
 TC1368  STATE/COUNTY-  MN/BELTRAMI
 TC1368  COUNTRY     -  US
 TC1368  USGS QUAD   -  LUDLOW LOOKOUT TOWER (2019)
 TC1368
 TC1368                         *CURRENT SURVEY CONTROL
 TC1368  ______________________________________________________________________
 TC1368* NAD 83(1986) POSITION- 48 17 13.34   (N) 094 33 11.86   (W)   HD_HELD1
 TC1368* NAVD 88 ORTHO HEIGHT -   365.102 (meters)     1197.84  (feet) ADJUSTED
 TC1368  ______________________________________________________________________
 TC1368  GEOID HEIGHT    -        -28.621 (meters)                     GEOID18
 TC1368  DYNAMIC HEIGHT  -        365.178 (meters)     1198.09  (feet) COMP
 TC1368  MODELED GRAVITY -    980,809.1   (mgal)                       NAVD 88
 TC1368
 TC1368  VERT ORDER      -  SECOND    CLASS I
 TC1368
 TC1368.The horizontal coordinates were determined by differentially corrected
 TC1368.hand held GPS observations or other comparable positioning techniques
 TC1368.and have an estimated accuracy of +/- 3 meters.
 TC1368
 TC1368.The orthometric height was determined by differential leveling and
 TC1368.adjusted by the NATIONAL GEODETIC SURVEY
 TC1368.in June 1991.
 TC1368
 TC1368.Significant digits in the geoid height do not necessarily reflect accuracy.
 TC1368.GEOID18 height accuracy estimate available here.
 TC1368
 TC1368.Click photographs - Photos may exist for this station.
 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     -   299,688.6     692,163.8     MT  (+/- 3 meters HH1 GPS) 
 TC1368
 TC1368_U.S. NATIONAL GRID SPATIAL ADDRESS: 15UUP8477749370(NAD 83)
 TC1368
 TC1368                          SUPERSEDED SURVEY CONTROL
 TC1368
 TC1368.No superseded survey control is available for this station.
 TC1368
 TC1368_MARKER: DV = VERTICAL CONTROL DISK
 TC1368_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 TC1368_STAMPING: 0413 Z 1983
 TC1368_MARK LOGO: MNHD
 TC1368_PROJECTION: FLUSH
 TC1368_MAGNETIC: I = MARKER IS A STEEL ROD
 TC1368_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 TC1368_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 TC1368+SATELLITE: SATELLITE OBSERVATIONS - July 22, 2014
 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  HISTORY     - 20140722 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.
 TC1368
 TC1368                          STATION RECOVERY (2014)
 TC1368
 TC1368'RECOVERY NOTE BY MN DEPT OF TRANSP 2014 (KMS)
 TC1368'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DF7367 ***********************************************************************
 DF7367  DESIGNATION -  0414 A RESET
 DF7367  PID         -  DF7367
 DF7367  STATE/COUNTY-  MN/BELTRAMI
 DF7367  COUNTRY     -  US
 DF7367  USGS QUAD   -  RED LAKE (2019)
 DF7367
 DF7367                         *CURRENT SURVEY CONTROL
 DF7367  ______________________________________________________________________
 DF7367* NAD 83(1986) POSITION- 47 52 06.74   (N) 095 02 44.22   (W)   HD_HELD1
 DF7367* NAVD 88 ORTHO HEIGHT -   369.410 (meters)     1211.97  (feet) ADJUSTED
 DF7367  ______________________________________________________________________
 DF7367  GEOID HEIGHT    -        -28.061 (meters)                     GEOID18
 DF7367  DYNAMIC HEIGHT  -        369.470 (meters)     1212.17  (feet) COMP
 DF7367  MODELED GRAVITY -    980,763.2   (mgal)                       NAVD 88
 DF7367
 DF7367  VERT ORDER      -  SECOND    CLASS I
 DF7367
 DF7367.The horizontal coordinates were determined by differentially corrected
 DF7367.hand held GPS observations or other comparable positioning techniques
 DF7367.and have an estimated accuracy of +/- 3 meters.
 DF7367
 DF7367.The orthometric height was determined by differential leveling and
 DF7367.adjusted by the NATIONAL GEODETIC SURVEY
 DF7367.in October 2007.
 DF7367
 DF7367.Significant digits in the geoid height do not necessarily reflect accuracy.
 DF7367.GEOID18 height accuracy estimate available here.
 DF7367
 DF7367.Click photographs - Photos may exist for this station.
 DF7367
 DF7367.The dynamic height is computed by dividing the NAVD 88
 DF7367.geopotential number by the normal gravity value computed on the
 DF7367.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DF7367.degrees latitude (g = 980.6199 gals.).
 DF7367
 DF7367.The modeled gravity was interpolated from observed gravity values.
 DF7367
 DF7367;                    North         East    Units  Estimated Accuracy
 DF7367;SPC MN N     -   253,976.7     654,468.7     MT  (+/- 3 meters HH1 GPS) 
 DF7367
 DF7367_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUP4702203714(NAD 83)
 DF7367
 DF7367                          SUPERSEDED SURVEY CONTROL
 DF7367
 DF7367  NAVD 88 (04/16/04)  369.456  (m)         1212.12   (f) SUPERSEDED  2 1
 DF7367
 DF7367.Superseded values are not recommended for survey control.
 DF7367
 DF7367.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF7367.See file dsdata.pdf to determine how the superseded data were derived.
 DF7367
 DF7367_MARKER: DB = BENCH MARK DISK
 DF7367_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF7367_STAMPING: 0414 A RESET 1977
 DF7367_MARK LOGO: MNHD
 DF7367_PROJECTION: FLUSH
 DF7367_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 DF7367_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DF7367+STABILITY: SURFACE MOTION
 DF7367_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DF7367+SATELLITE: SATELLITE OBSERVATIONS - July 25, 2023
 DF7367
 DF7367  HISTORY     - Date     Condition        Report By
 DF7367  HISTORY     - 1977     MONUMENTED       MNDT
 DF7367  HISTORY     - 20010710 GOOD             MNDT
 DF7367  HISTORY     - 20040721 GOOD             MNDT
 DF7367  HISTORY     - 20080723 GOOD             MNDT
 DF7367  HISTORY     - 20230725 GOOD             MNDT
 DF7367
 DF7367                          STATION DESCRIPTION
 DF7367
 DF7367'DESCRIBED BY MN DEPT OF TRANSP 2001 (WAS)
 DF7367'THE MARK WAS RECOVERED IN GOOD CONDITION.  THE MARK IS 1 MI (1.6 KM)
 DF7367'WEST OF RED LAKE, NEAR SOUTH JCT OF TH 89 AND TH 1, 221 FT (67.4 M)
 DF7367'SOUTH OF TH 1, 141 FT (43.0 M) WEST OF TH 89, 31.6 FT (9.6 M) NORTH OF
 DF7367'P-POLE, 17.4 FT (5.3 M) ESE OF R/W POST, 1.2 FT (0.4 M) EAST OF WIT
 DF7367'POST, RECESSED 2 INCHES, MAGNETIC, NOT SUITABLE FOR GPS DUE TO TREES.
 DF7367
 DF7367                          STATION RECOVERY (2004)
 DF7367
 DF7367'RECOVERY NOTE BY MN DEPT OF TRANSP 2004 (KSM)
 DF7367'THE MARK WAS RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.
 DF7367'THE MARK IS 1.0 MILE (1.6 KM) WEST OF RED LAKE, NEAR JUNCTION OF TRUNK
 DF7367'HIGHWAY 89 AND TRUNK HIGHWAY 1, 221 FEET (67.4 M) SOUTH OF TRUNK
 DF7367'HIGHWAY 1, 141 FEET (43.0 M) WEST OF TRUNK HIGHWAY 89, 31.6 FEET (9.6
 DF7367'M) NORTH OF POWER POLE, 17.4 FEET (5.3 M) EAST-SOUTHEAST OF RIGHT OF
 DF7367'WAY POST, 1.2 FEET (0.4 M) EAST OF WITNESS POST.
 DF7367
 DF7367                          STATION RECOVERY (2008)
 DF7367
 DF7367'RECOVERY NOTE BY MN DEPT OF TRANSP 2008 (WAS)
 DF7367'RECOVERED AS DESCRIBED.
 DF7367
 DF7367                          STATION RECOVERY (2023)
 DF7367
 DF7367'RECOVERY NOTE BY MN DEPT OF TRANSP 2023 (TJD)
 DF7367'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DI7547 ***********************************************************************
 DI7547  DESIGNATION -  0414 AB
 DI7547  PID         -  DI7547
 DI7547  STATE/COUNTY-  MN/BELTRAMI
 DI7547  COUNTRY     -  US
 DI7547  USGS QUAD   -  AURE (2019)
 DI7547
 DI7547                         *CURRENT SURVEY CONTROL
 DI7547  ______________________________________________________________________
 DI7547* NAD 83(1986) POSITION- 47 42 07.0    (N) 094 59 59.6    (W)   HD_HELD2
 DI7547* NAVD 88 ORTHO HEIGHT -   431.241 (meters)     1414.83  (feet) ADJUSTED
 DI7547  ______________________________________________________________________
 DI7547  GEOID HEIGHT    -        -27.965 (meters)                     GEOID18
 DI7547  DYNAMIC HEIGHT  -        431.300 (meters)     1415.02  (feet) COMP
 DI7547  MODELED GRAVITY -    980,734.3   (mgal)                       NAVD 88
 DI7547
 DI7547  VERT ORDER      -  SECOND    CLASS I
 DI7547
 DI7547.The horizontal coordinates were established by autonomous hand held GPS
 DI7547.observations and have an estimated accuracy of +/- 10 meters.
 DI7547
 DI7547.The orthometric height was determined by differential leveling and
 DI7547.adjusted by the NATIONAL GEODETIC SURVEY
 DI7547.in October 2007.
 DI7547
 DI7547.No vertical observational check was made to the station.
 DI7547
 DI7547.Significant digits in the geoid height do not necessarily reflect accuracy.
 DI7547.GEOID18 height accuracy estimate available here.
 DI7547
 DI7547.Click photographs - Photos may exist for this station.
 DI7547
 DI7547.The dynamic height is computed by dividing the NAVD 88
 DI7547.geopotential number by the normal gravity value computed on the
 DI7547.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DI7547.degrees latitude (g = 980.6199 gals.).
 DI7547
 DI7547.The modeled gravity was interpolated from observed gravity values.
 DI7547
 DI7547;                    North         East    Units  Estimated Accuracy
 DI7547;SPC MN N     -   235,376.      657,433.      MT  (+/- 10 meters HH2 GPS)
 DI7547
 DI7547_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUN4996285110(NAD 83)
 DI7547
 DI7547                          SUPERSEDED SURVEY CONTROL
 DI7547
 DI7547  NAVD 88 (08/21/07)  431.276  (m)         1414.94   (f) SUPERSEDED  2 1
 DI7547
 DI7547.Superseded values are not recommended for survey control.
 DI7547
 DI7547.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DI7547.See file dsdata.pdf to determine how the superseded data were derived.
 DI7547
 DI7547_MARKER: DD = SURVEY DISK
 DI7547_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DI7547_STAMPING: 0414 AB 2006
 DI7547_MARK LOGO: MNDT
 DI7547_PROJECTION: FLUSH
 DI7547_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DI7547_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DI7547_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DI7547+SATELLITE: SATELLITE OBSERVATIONS - 2006
 DI7547_ROD/PIPE-DEPTH: 6.1 meters
 DI7547
 DI7547  HISTORY     - Date     Condition        Report By
 DI7547  HISTORY     - 2006     MONUMENTED       MNDT
 DI7547
 DI7547                          STATION DESCRIPTION
 DI7547
 DI7547'DESCRIBED BY MN DEPT OF TRANSP 2006
 DI7547'THE MARK IS 13.0 MILES (20.9 KM) NORTH OF WILTON, 14.0 MILES (22.5 KM)
 DI7547'NORTH ALONG TRUNK HIGHWAY 89 FROM JUNCTION OF TRUNK HIGHWAY 89 AND
 DI7547'TRUNK HIGHWAY 2 WHICH IS 1.0 MILE (1.6 KM) EAST OF WILTON, AT TRUNK
 DI7547'HIGHWAY 89 MILEPOINT 13.80, 72.5 FEET (22.1 M) SOUTH OF COUNTY ROAD
 DI7547'602 (SWEET SAP ROAD NORTHWEST) , 98.5 FEET (30.0 M) EAST OF TRUNK
 DI7547'HIGHWAY 89, 4.0 FEET (1.2 M) WEST OF WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DI7546 ***********************************************************************
 DI7546  DESIGNATION -  0414 AC
 DI7546  PID         -  DI7546
 DI7546  STATE/COUNTY-  MN/BELTRAMI
 DI7546  COUNTRY     -  US
 DI7546  USGS QUAD   -  AURE (2019)
 DI7546
 DI7546                         *CURRENT SURVEY CONTROL
 DI7546  ______________________________________________________________________
 DI7546* NAD 83(1986) POSITION- 47 41 15.9    (N) 095 00 02.7    (W)   HD_HELD2
 DI7546* NAVD 88 ORTHO HEIGHT -   439.901 (meters)     1443.24  (feet) ADJUSTED
 DI7546  ______________________________________________________________________
 DI7546  GEOID HEIGHT    -        -27.966 (meters)                     GEOID18
 DI7546  DYNAMIC HEIGHT  -        439.959 (meters)     1443.43  (feet) COMP
 DI7546  MODELED GRAVITY -    980,730.0   (mgal)                       NAVD 88
 DI7546
 DI7546  VERT ORDER      -  SECOND    CLASS I
 DI7546
 DI7546.The horizontal coordinates were established by autonomous hand held GPS
 DI7546.observations and have an estimated accuracy of +/- 10 meters.
 DI7546
 DI7546.The orthometric height was determined by differential leveling and
 DI7546.adjusted by the NATIONAL GEODETIC SURVEY
 DI7546.in October 2007.
 DI7546
 DI7546.No vertical observational check was made to the station.
 DI7546
 DI7546.Significant digits in the geoid height do not necessarily reflect accuracy.
 DI7546.GEOID18 height accuracy estimate available here.
 DI7546
 DI7546.Click photographs - Photos may exist for this station.
 DI7546
 DI7546.The dynamic height is computed by dividing the NAVD 88
 DI7546.geopotential number by the normal gravity value computed on the
 DI7546.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DI7546.degrees latitude (g = 980.6199 gals.).
 DI7546
 DI7546.The modeled gravity was interpolated from observed gravity values.
 DI7546
 DI7546;                    North         East    Units  Estimated Accuracy
 DI7546;SPC MN N     -   233,800.      657,330.      MT  (+/- 10 meters HH2 GPS)
 DI7546
 DI7546_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUN4985783534(NAD 83)
 DI7546
 DI7546                          SUPERSEDED SURVEY CONTROL
 DI7546
 DI7546  NAVD 88 (08/21/07)  439.933  (m)         1443.35   (f) SUPERSEDED  2 1
 DI7546
 DI7546.Superseded values are not recommended for survey control.
 DI7546
 DI7546.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DI7546.See file dsdata.pdf to determine how the superseded data were derived.
 DI7546
 DI7546_MARKER: DD = SURVEY DISK
 DI7546_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DI7546_STAMPING: 0414 AC 2006
 DI7546_MARK LOGO: MNDT
 DI7546_PROJECTION: FLUSH
 DI7546_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DI7546_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DI7546_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DI7546+SATELLITE: SATELLITE OBSERVATIONS - 2006
 DI7546_ROD/PIPE-DEPTH: 6.1 meters
 DI7546
 DI7546  HISTORY     - Date     Condition        Report By
 DI7546  HISTORY     - 2006     MONUMENTED       MNDT
 DI7546
 DI7546                          STATION DESCRIPTION
 DI7546
 DI7546'DESCRIBED BY MN DEPT OF TRANSP 2006
 DI7546'THE MARK IS 12.0 MILES (19.3 KM) NORTH OF WILTON, 13.0 MILES (20.9 KM)
 DI7546'NORTH ALONG TRUNK HIGHWAY 89 FROM JUNCTION OF TRUNK HIGHWAY 89 AND
 DI7546'TRUNK HIGHWAY 2 WHICH IS 1.0 MILE (1.6 KM) EAST OF WILTON, AT TRUNK
 DI7546'HIGHWAY 89 MILEPOINT 12.80, 98.9 FEET (30.1 M) WEST OF TRUNK HIGHWAY
 DI7546'89, 2.0 FEET (0.6 M) EAST OF RIGHT OF WAY POST, 2.0 FEET (0.6 M) SOUTH
 DI7546'EAST OF WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DI7545 ***********************************************************************
 DI7545  DESIGNATION -  0414 AD
 DI7545  PID         -  DI7545
 DI7545  STATE/COUNTY-  MN/BELTRAMI
 DI7545  COUNTRY     -  US
 DI7545  USGS QUAD   -  AURE (2019)
 DI7545
 DI7545                         *CURRENT SURVEY CONTROL
 DI7545  ______________________________________________________________________
 DI7545* NAD 83(1986) POSITION- 47 40 24.0    (N) 095 00 09.7    (W)   HD_HELD2
 DI7545* NAVD 88 ORTHO HEIGHT -   421.952 (meters)     1384.35  (feet) ADJUSTED
 DI7545  ______________________________________________________________________
 DI7545  GEOID HEIGHT    -        -27.970 (meters)                     GEOID18
 DI7545  DYNAMIC HEIGHT  -        422.006 (meters)     1384.53  (feet) COMP
 DI7545  MODELED GRAVITY -    980,727.1   (mgal)                       NAVD 88
 DI7545
 DI7545  VERT ORDER      -  SECOND    CLASS I
 DI7545
 DI7545.The horizontal coordinates were established by autonomous hand held GPS
 DI7545.observations and have an estimated accuracy of +/- 10 meters.
 DI7545
 DI7545.The orthometric height was determined by differential leveling and
 DI7545.adjusted by the NATIONAL GEODETIC SURVEY
 DI7545.in October 2007.
 DI7545
 DI7545.No vertical observational check was made to the station.
 DI7545
 DI7545.Significant digits in the geoid height do not necessarily reflect accuracy.
 DI7545.GEOID18 height accuracy estimate available here.
 DI7545
 DI7545.Click photographs - Photos may exist for this station.
 DI7545
 DI7545.The dynamic height is computed by dividing the NAVD 88
 DI7545.geopotential number by the normal gravity value computed on the
 DI7545.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DI7545.degrees latitude (g = 980.6199 gals.).
 DI7545
 DI7545.The modeled gravity was interpolated from observed gravity values.
 DI7545
 DI7545;                    North         East    Units  Estimated Accuracy
 DI7545;SPC MN N     -   232,201.      657,144.      MT  (+/- 10 meters HH2 GPS)
 DI7545
 DI7545_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUN4967081936(NAD 83)
 DI7545
 DI7545                          SUPERSEDED SURVEY CONTROL
 DI7545
 DI7545  NAVD 88 (08/21/07)  421.982  (m)         1384.45   (f) SUPERSEDED  2 1
 DI7545
 DI7545.Superseded values are not recommended for survey control.
 DI7545
 DI7545.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DI7545.See file dsdata.pdf to determine how the superseded data were derived.
 DI7545
 DI7545_MARKER: DD = SURVEY DISK
 DI7545_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DI7545_STAMPING: 0414 AD 2006
 DI7545_MARK LOGO: MNDT
 DI7545_PROJECTION: FLUSH
 DI7545_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DI7545_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DI7545_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DI7545+SATELLITE: SATELLITE OBSERVATIONS - 2006
 DI7545_ROD/PIPE-DEPTH: 6.1 meters
 DI7545
 DI7545  HISTORY     - Date     Condition        Report By
 DI7545  HISTORY     - 2006     MONUMENTED       MNDT
 DI7545
 DI7545                          STATION DESCRIPTION
 DI7545
 DI7545'DESCRIBED BY MN DEPT OF TRANSP 2006
 DI7545'THE MARK IS 11.0 MILES (17.7 KM) NORTH OF WILTON, 11.95 MILES (19.23
 DI7545'KM) NORTH ALONG TRUNK HIGHWAY 89 FROM JUNCTION OF TRUNK HIGHWAY 89 AND
 DI7545'TRUNK HIGHWAY 2 WHICH IS 1.0 MILE (1.6 KM) EAST OF WILTON, AT TRUNK
 DI7545'HIGHWAY 89 MILEPOINT 11.90, 112.8 FEET (34.4 M) EAST OF TRUNK HIGHWAY
 DI7545'89, 69.0 FEET (21.0 M) WEST OF COUNTY ROAD 26 (GREAT DIVIDE ROAD
 DI7545'NORTHWEST) , 1.0 FOOT (0.3 M) WEST OF WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DI7542 ***********************************************************************
 DI7542  DESIGNATION -  0414 AE
 DI7542  PID         -  DI7542
 DI7542  STATE/COUNTY-  MN/BELTRAMI
 DI7542  COUNTRY     -  US
 DI7542  USGS QUAD   -  AURE (2019)
 DI7542
 DI7542                         *CURRENT SURVEY CONTROL
 DI7542  ______________________________________________________________________
 DI7542* NAD 83(1986) POSITION- 47 38 18.1    (N) 095 00 49.4    (W)   HD_HELD2
 DI7542* NAVD 88 ORTHO HEIGHT -   434.921 (meters)     1426.90  (feet) ADJUSTED
 DI7542  ______________________________________________________________________
 DI7542  GEOID HEIGHT    -        -27.980 (meters)                     GEOID18
 DI7542  DYNAMIC HEIGHT  -        434.974 (meters)     1427.08  (feet) COMP
 DI7542  MODELED GRAVITY -    980,719.9   (mgal)                       NAVD 88
 DI7542
 DI7542  VERT ORDER      -  SECOND    CLASS I
 DI7542
 DI7542.The horizontal coordinates were established by autonomous hand held GPS
 DI7542.observations and have an estimated accuracy of +/- 10 meters.
 DI7542
 DI7542.The orthometric height was determined by differential leveling and
 DI7542.adjusted by the NATIONAL GEODETIC SURVEY
 DI7542.in October 2007.
 DI7542
 DI7542.No vertical observational check was made to the station.
 DI7542
 DI7542.Significant digits in the geoid height do not necessarily reflect accuracy.
 DI7542.GEOID18 height accuracy estimate available here.
 DI7542
 DI7542.Click photographs - Photos may exist for this station.
 DI7542
 DI7542.The dynamic height is computed by dividing the NAVD 88
 DI7542.geopotential number by the normal gravity value computed on the
 DI7542.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DI7542.degrees latitude (g = 980.6199 gals.).
 DI7542
 DI7542.The modeled gravity was interpolated from observed gravity values.
 DI7542
 DI7542;                    North         East    Units  Estimated Accuracy
 DI7542;SPC MN N     -   228,335.      656,220.      MT  (+/- 10 meters HH2 GPS)
 DI7542
 DI7542_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUN4874178071(NAD 83)
 DI7542
 DI7542                          SUPERSEDED SURVEY CONTROL
 DI7542
 DI7542  NAVD 88 (08/21/07)  434.945  (m)         1426.98   (f) SUPERSEDED  2 1
 DI7542
 DI7542.Superseded values are not recommended for survey control.
 DI7542
 DI7542.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DI7542.See file dsdata.pdf to determine how the superseded data were derived.
 DI7542
 DI7542_MARKER: DD = SURVEY DISK
 DI7542_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DI7542_STAMPING: 0414 AE 2006
 DI7542_MARK LOGO: MNDT
 DI7542_PROJECTION: RECESSED 3 CENTIMETERS
 DI7542_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DI7542_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DI7542_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DI7542+SATELLITE: SATELLITE OBSERVATIONS - 2006
 DI7542_ROD/PIPE-DEPTH: 6.1 meters
 DI7542
 DI7542  HISTORY     - Date     Condition        Report By
 DI7542  HISTORY     - 2006     MONUMENTED       MNDT
 DI7542
 DI7542                          STATION DESCRIPTION
 DI7542
 DI7542'DESCRIBED BY MN DEPT OF TRANSP 2006
 DI7542'THE MARK IS 9.0 MILES (14.5 KM) NORTH OF WILTON, 9.35 MILES (15.05 KM)
 DI7542'NORTH ALONG TRUNK HIGHWAY 89 FROM THE JUNCTION OF TRUNK HIGHWAY 89 AND
 DI7542'TRUNK HIGHWAY 2 (1.0 MILE EAST OF WILTON) , AT TRUNK HIGHWAY 89
 DI7542'MILEPOINT 9.30, 103.5 FEET (31.5 M) EAST OF TRUNK HIGHWAY 89, 37.0
 DI7542'FEET (11.3 M) NORTH OF DRIVEWAY NUMBER 17418, 2.5 FEET (0.8 M) EAST OF
 DI7542'WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DI7551 ***********************************************************************
 DI7551  DESIGNATION -  0414 AF
 DI7551  PID         -  DI7551
 DI7551  STATE/COUNTY-  MN/BELTRAMI
 DI7551  COUNTRY     -  US
 DI7551  USGS QUAD   -  WILTON (2019)
 DI7551
 DI7551                         *CURRENT SURVEY CONTROL
 DI7551  ______________________________________________________________________
 DI7551* NAD 83(1986) POSITION- 47 31 47.69   (N) 095 00 30.32   (W)   HD_HELD1
 DI7551* NAVD 88 ORTHO HEIGHT -   427.043 (meters)     1401.06  (feet) ADJUSTED
 DI7551  ______________________________________________________________________
 DI7551  GEOID HEIGHT    -        -28.035 (meters)                     GEOID18
 DI7551  DYNAMIC HEIGHT  -        427.087 (meters)     1401.20  (feet) COMP
 DI7551  MODELED GRAVITY -    980,702.8   (mgal)                       NAVD 88
 DI7551
 DI7551  VERT ORDER      -  SECOND    CLASS I
 DI7551
 DI7551.The horizontal coordinates were determined by differentially corrected
 DI7551.hand held GPS observations or other comparable positioning techniques
 DI7551.and have an estimated accuracy of +/- 3 meters.
 DI7551
 DI7551.The orthometric height was determined by differential leveling and
 DI7551.adjusted by the NATIONAL GEODETIC SURVEY
 DI7551.in October 2007.
 DI7551
 DI7551.No vertical observational check was made to the station.
 DI7551
 DI7551.Significant digits in the geoid height do not necessarily reflect accuracy.
 DI7551.GEOID18 height accuracy estimate available here.
 DI7551
 DI7551.Click photographs - Photos may exist for this station.
 DI7551
 DI7551.The dynamic height is computed by dividing the NAVD 88
 DI7551.geopotential number by the normal gravity value computed on the
 DI7551.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DI7551.degrees latitude (g = 980.6199 gals.).
 DI7551
 DI7551.The modeled gravity was interpolated from observed gravity values.
 DI7551
 DI7551;                    North         East    Units  Estimated Accuracy
 DI7551;SPC MN N     -   216,272.4     656,320.9     MT  (+/- 3 meters HH1 GPS) 
 DI7551
 DI7551_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUN4882766009(NAD 83)
 DI7551
 DI7551                          SUPERSEDED SURVEY CONTROL
 DI7551
 DI7551  NAVD 88 (08/21/07)  427.048  (m)         1401.07   (f) SUPERSEDED  2 1
 DI7551
 DI7551.Superseded values are not recommended for survey control.
 DI7551
 DI7551.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DI7551.See file dsdata.pdf to determine how the superseded data were derived.
 DI7551
 DI7551_MARKER: DD = SURVEY DISK
 DI7551_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DI7551_STAMPING: 0414 AF 2006
 DI7551_MARK LOGO: MNDT
 DI7551_PROJECTION: FLUSH
 DI7551_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DI7551_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DI7551_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DI7551+SATELLITE: SATELLITE OBSERVATIONS - July 14, 2014
 DI7551_ROD/PIPE-DEPTH: 6.1 meters
 DI7551
 DI7551  HISTORY     - Date     Condition        Report By
 DI7551  HISTORY     - 2006     MONUMENTED       MNDT
 DI7551  HISTORY     - 20140714 GOOD             MNDT
 DI7551
 DI7551                          STATION DESCRIPTION
 DI7551
 DI7551'DESCRIBED BY MN DEPT OF TRANSP 2006
 DI7551'THE MARK IS 1.50 MILES (2.41 KM) NORTH OF WILTON, 1.70 MILES (2.74 KM)
 DI7551'NORTH ALONG TRUNK HIGHWAY 89 FROM THE JUNCTION OF TRUNK HIGHWAY 89 AND
 DI7551'TRUNK HIGHWAY 2 (1.0 MILE EAST OF WILTON) , AT TRUNK HIGHWAY 89
 DI7551'MILEPOINT 1.70, 75.7 FEET (23.1 M) NORTHEAST OF TRUNK HIGHWAY 89, 97.5
 DI7551'FEET (29.7 M) NORTHWEST OF DRIVEWAY NUMBER 6122, 1.0 FEET (0.3 M) WEST
 DI7551'OF WITNESS POST.
 DI7551
 DI7551                          STATION RECOVERY (2014)
 DI7551
 DI7551'RECOVERY NOTE BY MN DEPT OF TRANSP 2014 (KMS)
 DI7551'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DP9711 ***********************************************************************
 DP9711  DESIGNATION -  0414 AG RESET
 DP9711  PID         -  DP9711
 DP9711  STATE/COUNTY-  MN/BELTRAMI
 DP9711  COUNTRY     -  US
 DP9711  USGS QUAD   -  PETERSON LAKE (2019)
 DP9711
 DP9711                         *CURRENT SURVEY CONTROL
 DP9711  ______________________________________________________________________
 DP9711* NAD 83(1986) POSITION- 47 31 24.62   (N) 094 59 32.34   (W)   HD_HELD1
 DP9711* NAVD 88 ORTHO HEIGHT -   428.601 (meters)     1406.17  (feet) ADJUSTED
 DP9711  ______________________________________________________________________
 DP9711  GEOID HEIGHT    -        -28.047 (meters)                     GEOID18
 DP9711  DYNAMIC HEIGHT  -        428.644 (meters)     1406.31  (feet) COMP
 DP9711  MODELED GRAVITY -    980,701.7   (mgal)                       NAVD 88
 DP9711
 DP9711  VERT ORDER      -  SECOND    CLASS I
 DP9711
 DP9711.The horizontal coordinates were determined by differentially corrected
 DP9711.hand held GPS observations or other comparable positioning techniques
 DP9711.and have an estimated accuracy of +/- 3 meters.
 DP9711
 DP9711.The orthometric height was determined by differential leveling and
 DP9711.adjusted by the NATIONAL GEODETIC SURVEY
 DP9711.in August 2019.
 DP9711
 DP9711.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP9711.GEOID18 height accuracy estimate available here.
 DP9711
 DP9711.Click photographs - Photos may exist for this station.
 DP9711
 DP9711.The dynamic height is computed by dividing the NAVD 88
 DP9711.geopotential number by the normal gravity value computed on the
 DP9711.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP9711.degrees latitude (g = 980.6199 gals.).
 DP9711
 DP9711.The modeled gravity was interpolated from observed gravity values.
 DP9711
 DP9711;                    North         East    Units  Estimated Accuracy
 DP9711;SPC MN N     -   215,530.4     657,515.7     MT  (+/- 3 meters HH1 GPS) 
 DP9711
 DP9711_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUN5002165265(NAD 83)
 DP9711
 DP9711                          SUPERSEDED SURVEY CONTROL
 DP9711
 DP9711.No superseded survey control is available for this station.
 DP9711
 DP9711_MARKER: I = METAL ROD
 DP9711_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DP9711_STAMPING: 0414 AG RESET 2014
 DP9711_MARK LOGO: MNDT
 DP9711_PROJECTION: FLUSH
 DP9711_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DP9711_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DP9711_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP9711+SATELLITE: SATELLITE OBSERVATIONS - July 14, 2014
 DP9711_ROD/PIPE-DEPTH: 4.6 meters
 DP9711
 DP9711  HISTORY     - Date     Condition        Report By
 DP9711  HISTORY     - 20140714 MONUMENTED       MNDT
 DP9711
 DP9711                          STATION DESCRIPTION
 DP9711
 DP9711'DESCRIBED BY MN DEPT OF TRANSP 2014
 DP9711'THE STATION IS LOCATED ABOUT 6.4 MI (10.3 KM) EAST OF SOLWAY, 6.3 MI
 DP9711'(10.1 KM) WEST-NORTHWEST OF BEMIDJI AND 1.4 MI (2.3 KM)
 DP9711'NORTH-NORTHEAST OF WILTON.
 DP9711'
 DP9711'TO REACH THE MARK GO 0.75 MI (1.2 KM) NORTHWEST ALONG TRUNK HIGHWAY 89
 DP9711'FROM THE JUNCTION OF TRUNK HIGHWAY 89 AND TRUNK HIGHWAY 2 AT TRUNK
 DP9711'HIGHWAY 89 MILE POINT 0.80.
 DP9711'
 DP9711'THE MARK IS LOCATED 130.0 FT (39.6 M) NORTHEAST OF ROAD, 74.5 FT (22.7
 DP9711'M) NORTHEAST OF TRUNK HIGHWAY 89, 3.3 FT (1.0 M) SOUTH OF A WITNESS
 DP9711'POST.
 DP9711'
 DP9711'NOTE - THE STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM
 DP9711'ROD DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION REMOVABLE
 DP9711'DISK SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH
 DP9711'PVC PIPE BACK FILLED WITH WASHED SAND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DR8551 ***********************************************************************
 DR8551  HT_MOD      -  This is a Height Modernization Survey Station.
 DR8551  DESIGNATION -  0414 AH RESET
 DR8551  PID         -  DR8551
 DR8551  STATE/COUNTY-  MN/BELTRAMI
 DR8551  COUNTRY     -  US
 DR8551  USGS QUAD   -  PETERSON LAKE (2019)
 DR8551
 DR8551                         *CURRENT SURVEY CONTROL
 DR8551  ______________________________________________________________________
 DR8551* NAD 83(2011) POSITION- 47 30 54.08045(N) 094 59 01.89728(W)   ADJUSTED
 DR8551* NAD 83(2011) ELLIP HT-   396.034 (meters)        (11/22/22)   ADJUSTED
 DR8551* NAD 83(2011) EPOCH   -  2010.00
 DR8551* NAVD 88 ORTHO HEIGHT -   424.08  (meters)     1391.3   (feet) GPS OBS
 DR8551  ______________________________________________________________________
 DR8551  GEOID HEIGHT    -        -28.054 (meters)                     GEOID18
 DR8551  NAD 83(2011) X  -   -374,944.714 (meters)                     COMP
 DR8551  NAD 83(2011) Y  - -4,299,586.826 (meters)                     COMP
 DR8551  NAD 83(2011) Z  -  4,680,918.009 (meters)                     COMP
 DR8551  LAPLACE CORR    -         -2.31  (seconds)                    DEFLEC18
 DR8551
 DR8551  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DR8551  Standards:
 DR8551         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DR8551            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DR8551  -------------------------------------------------------------------
 DR8551  NETWORK    0.79   1.29           0.37   0.25   0.66     -0.09152193
 DR8551  -------------------------------------------------------------------
 DR8551  Click here for local accuracies and other accuracy information.
 DR8551
 DR8551.The horizontal coordinates were established by GPS observations
 DR8551.and adjusted by the MN DEPT OF TRANSP in November 2022.
 DR8551
 DR8551.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DR8551.been affixed to the stable North American tectonic plate. See 
 DR8551.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DR8551
 DR8551.The horizontal coordinates are valid at the epoch date displayed above
 DR8551.which is a decimal equivalence of Year/Month/Day.
 DR8551
 DR8551.The orthometric height was determined by GPS observations and a
 DR8551.high-resolution geoid model using precise GPS observation and
 DR8551.processing techniques.
 DR8551
 DR8551.Significant digits in the geoid height do not necessarily reflect accuracy.
 DR8551.GEOID18 height accuracy estimate available here.
 DR8551
 DR8551.Click photographs - Photos may exist for this station.
 DR8551
 DR8551.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DR8551
 DR8551.The Laplace correction was computed from DEFLEC18 derived deflections.
 DR8551
 DR8551.The ellipsoidal height was determined by GPS observations
 DR8551.and is referenced to NAD 83.
 DR8551
 DR8551. The following values were computed from the NAD 83(2011) position.
 DR8551
 DR8551;                    North         East     Units Scale Factor Converg.
 DR8551;SPC MN N     -   214,572.048   658,129.361   MT  0.99991837   -1 23 46.9
 DR8551;SPC MN N     -   703,975.13  2,159,212.75   sFT  0.99991837   -1 23 46.9
 DR8551;UTM  15      - 5,264,306.605   350,633.878   MT  0.99987417   -1 27 47.8
 DR8551
 DR8551!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DR8551!SPC MN N     -   0.99993793  x   0.99991837  =   0.99985630
 DR8551!UTM  15      -   0.99993793  x   0.99987417  =   0.99981211
 DR8551
 DR8551_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUN5063364306(NAD 83)
 DR8551
 DR8551                          SUPERSEDED SURVEY CONTROL
 DR8551
 DR8551.No superseded survey control is available for this station.
 DR8551
 DR8551_MARKER: F = FLANGE-ENCASED ROD
 DR8551_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DR8551_STAMPING: 0414 AH RESET 2018
 DR8551_MARK LOGO: MNDT
 DR8551_PROJECTION: RECESSED 20 CENTIMETERS
 DR8551_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DR8551_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DR8551_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DR8551+SATELLITE: SATELLITE OBSERVATIONS - August 17, 2022
 DR8551_ROD/PIPE-DEPTH: 6.1 meters
 DR8551
 DR8551  HISTORY     - Date     Condition        Report By
 DR8551  HISTORY     - 20180814 MONUMENTED       MNDT
 DR8551  HISTORY     - 20220817 GOOD             MNDT
 DR8551
 DR8551                          STATION DESCRIPTION
 DR8551
 DR8551'DESCRIBED BY MN DEPT OF TRANSP 2022 (TXD)
 DR8551'1.0 MILE EAST OF WILTON, AT THE JUNCTION OF TRUNK HIGHWAY 89 AND TRUNK
 DR8551'HIGHWAY 2 (THE JUNCTION IS 1.0 MILE EAST OF WILTON), AT TRUNK HIGHWAY
 DR8551'89 MILEPOINT 0.00, 152.5 FEET SOUTHWEST OF THE EXIT FOR NORTHBOUND
 DR8551'TRUNK HIGHWAY 89 FROM EASTBOUND TRUNK HIGHWAY 2 (IN THE PORK CHOP OF
 DR8551'TRUNK HIGHWAY 89 AND TRUNK HIGHWAY 2), 111.3 FEET SOUTHWEST OF AN EXIT
 DR8551'FOR TRUNK HIGHWAY 2 (IN THE PORK CHOP JUNCTION OF TRUNK HIGHWAY 89 AND
 DR8551'TRUNK HIGHWAY 2), 50.9 FEET EAST-SOUTHEAST OF AN EXIT FOR NORTHBOUND
 DR8551'TRUNK HIGHWAY 89 FROM EASTBOUND TRUNK HIGHWAY 2, 2.5 FEET SOUTH OF A
 DR8551'WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DH5864 ***********************************************************************
 DH5864  DESIGNATION -  0414 B RESET
 DH5864  PID         -  DH5864
 DH5864  STATE/COUNTY-  MN/BELTRAMI
 DH5864  COUNTRY     -  US
 DH5864  USGS QUAD   -  RED LAKE (2019)
 DH5864
 DH5864                         *CURRENT SURVEY CONTROL
 DH5864  ______________________________________________________________________
 DH5864* NAD 83(1986) POSITION- 47 51 12.09   (N) 095 02 39.51   (W)   HD_HELD1
 DH5864* NAVD 88 ORTHO HEIGHT -   382.374 (meters)     1254.51  (feet) ADJUSTED
 DH5864  ______________________________________________________________________
 DH5864  GEOID HEIGHT    -        -28.044 (meters)                     GEOID18
 DH5864  DYNAMIC HEIGHT  -        382.435 (meters)     1254.71  (feet) COMP
 DH5864  MODELED GRAVITY -    980,761.5   (mgal)                       NAVD 88
 DH5864
 DH5864  VERT ORDER      -  SECOND    CLASS I
 DH5864
 DH5864.The horizontal coordinates were determined by differentially corrected
 DH5864.hand held GPS observations or other comparable positioning techniques
 DH5864.and have an estimated accuracy of +/- 3 meters.
 DH5864
 DH5864.The orthometric height was determined by differential leveling and
 DH5864.adjusted by the NATIONAL GEODETIC SURVEY
 DH5864.in October 2007.
 DH5864
 DH5864.Significant digits in the geoid height do not necessarily reflect accuracy.
 DH5864.GEOID18 height accuracy estimate available here.
 DH5864
 DH5864.Click photographs - Photos may exist for this station.
 DH5864
 DH5864.The dynamic height is computed by dividing the NAVD 88
 DH5864.geopotential number by the normal gravity value computed on the
 DH5864.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH5864.degrees latitude (g = 980.6199 gals.).
 DH5864
 DH5864.The modeled gravity was interpolated from observed gravity values.
 DH5864
 DH5864;                    North         East    Units  Estimated Accuracy
 DH5864;SPC MN N     -   252,287.0     654,524.1     MT  (+/- 3 meters HH1 GPS) 
 DH5864
 DH5864_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUP4707502024(NAD 83)
 DH5864
 DH5864                          SUPERSEDED SURVEY CONTROL
 DH5864
 DH5864  NAVD 88 (09/30/05)  382.420  (m)         1254.66   (f) SUPERSEDED  2 1
 DH5864
 DH5864.Superseded values are not recommended for survey control.
 DH5864
 DH5864.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH5864.See file dsdata.pdf to determine how the superseded data were derived.
 DH5864
 DH5864_MARKER: DB = BENCH MARK DISK
 DH5864_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH5864_STAMPING: 0414 B RESET 1976
 DH5864_MARK LOGO: MNHD
 DH5864_PROJECTION: RECESSED 5 CENTIMETERS
 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 - July 25, 2023
 DH5864
 DH5864  HISTORY     - Date     Condition        Report By
 DH5864  HISTORY     - 1976     MONUMENTED       MNHD
 DH5864  HISTORY     - 20040707 GOOD             MNDT
 DH5864  HISTORY     - 20050830 GOOD             MNDT
 DH5864  HISTORY     - 20230725 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
 DH5864
 DH5864                          STATION RECOVERY (2023)
 DH5864
 DH5864'RECOVERY NOTE BY MN DEPT OF TRANSP 2023 (TJD)
 DH5864'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DI7552 ***********************************************************************
 DI7552  DESIGNATION -  0414 BB RESET
 DI7552  PID         -  DI7552
 DI7552  STATE/COUNTY-  MN/BELTRAMI
 DI7552  COUNTRY     -  US
 DI7552  USGS QUAD   -  PETERSON LAKE (2019)
 DI7552
 DI7552                         *CURRENT SURVEY CONTROL
 DI7552  ______________________________________________________________________
 DI7552* NAD 83(1986) POSITION- 47 31 07.61   (N) 094 59 09.81   (W)   HD_HELD1
 DI7552* NAVD 88 ORTHO HEIGHT -   431.948 (meters)     1417.15  (feet) ADJUSTED
 DI7552  ______________________________________________________________________
 DI7552  GEOID HEIGHT    -        -28.052 (meters)                     GEOID18
 DI7552  DYNAMIC HEIGHT  -        431.992 (meters)     1417.29  (feet) COMP
 DI7552  MODELED GRAVITY -    980,701.2   (mgal)                       NAVD 88
 DI7552
 DI7552  VERT ORDER      -  SECOND    CLASS I
 DI7552
 DI7552.The horizontal coordinates were determined by differentially corrected
 DI7552.hand held GPS observations or other comparable positioning techniques
 DI7552.and have an estimated accuracy of +/- 3 meters.
 DI7552
 DI7552.The orthometric height was determined by differential leveling and
 DI7552.adjusted by the NATIONAL GEODETIC SURVEY
 DI7552.in August 2019.
 DI7552
 DI7552.Significant digits in the geoid height do not necessarily reflect accuracy.
 DI7552.GEOID18 height accuracy estimate available here.
 DI7552
 DI7552.Click photographs - Photos may exist for this station.
 DI7552
 DI7552.The dynamic height is computed by dividing the NAVD 88
 DI7552.geopotential number by the normal gravity value computed on the
 DI7552.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DI7552.degrees latitude (g = 980.6199 gals.).
 DI7552
 DI7552.The modeled gravity was interpolated from observed gravity values.
 DI7552
 DI7552;                    North         East    Units  Estimated Accuracy
 DI7552;SPC MN N     -   214,993.8     657,974.1     MT  (+/- 3 meters HH1 GPS) 
 DI7552
 DI7552_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUN5047964728(NAD 83)
 DI7552
 DI7552                          SUPERSEDED SURVEY CONTROL
 DI7552
 DI7552  NAVD 88 (10/29/07)  431.949  (m)         1417.15   (f) SUPERSEDED  2 1
 DI7552  NAVD 88 (08/21/07)  431.952  (m)         1417.16   (f) SUPERSEDED  2 1
 DI7552
 DI7552.Superseded values are not recommended for survey control.
 DI7552
 DI7552.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DI7552.See file dsdata.pdf to determine how the superseded data were derived.
 DI7552
 DI7552_MARKER: DR = REFERENCE MARK DISK
 DI7552_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 DI7552_STAMPING: RESET 0414 BB 1977
 DI7552_MARK LOGO: MNHD
 DI7552_PROJECTION: FLUSH
 DI7552_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 DI7552_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DI7552_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DI7552+SATELLITE: SATELLITE OBSERVATIONS - July 14, 2014
 DI7552
 DI7552  HISTORY     - Date     Condition        Report By
 DI7552  HISTORY     - 1977     MONUMENTED       MNHD
 DI7552  HISTORY     - 20060406 GOOD             MNDT
 DI7552  HISTORY     - 20140714 GOOD             MNDT
 DI7552
 DI7552                          STATION DESCRIPTION
 DI7552
 DI7552'DESCRIBED BY MN DEPT OF TRANSP 2006 (MPP)
 DI7552'THE MARK WAS RECOVERED IN GOOD CONDITION.  THE MARK IS 0.5 MILES (0.8
 DI7552'KM) NORTH OF WILTON, 0.35 MILES (0.56 KM) NORTH ALONG TRUNK HIGHWAY 89
 DI7552'FROM JUNCTION OF TRUNK HIGHWAY 89 AND TRUNK HIGHWAY 2 NEAR WILTON, AT
 DI7552'TRUNK HIGHWAY 89 MILEPOINT 0.35, 100 FEET (30.5 M) WEST OF TRUNK
 DI7552'HIGHWAY 89, 48 FEET (14.6 M) SOUTH OF ENTRANCE WEST, 24.5 FEET (7.5 M)
 DI7552'SOUTH OF RIGHT OF WAY POST, 0.5 FEET (15.2 CM) EAST OF WITNESS POST.
 DI7552
 DI7552                          STATION RECOVERY (2014)
 DI7552
 DI7552'RECOVERY NOTE BY MN DEPT OF TRANSP 2014 (KMS)
 DI7552'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DH5876 ***********************************************************************
 DH5876  DESIGNATION -  0414 D
 DH5876  PID         -  DH5876
 DH5876  STATE/COUNTY-  MN/BELTRAMI
 DH5876  COUNTRY     -  US
 DH5876  USGS QUAD   -  RED LAKE (2019)
 DH5876
 DH5876                         *CURRENT SURVEY CONTROL
 DH5876  ______________________________________________________________________
 DH5876* NAD 83(1986) POSITION- 47 49 43.6    (N) 095 02 07.3    (W)   HD_HELD2
 DH5876* NAVD 88 ORTHO HEIGHT -   389.577 (meters)     1278.14  (feet) ADJUSTED
 DH5876  ______________________________________________________________________
 DH5876  GEOID HEIGHT    -        -28.025 (meters)                     GEOID18
 DH5876  DYNAMIC HEIGHT  -        389.638 (meters)     1278.34  (feet) COMP
 DH5876  MODELED GRAVITY -    980,757.4   (mgal)                       NAVD 88
 DH5876
 DH5876  VERT ORDER      -  SECOND    CLASS I
 DH5876
 DH5876.The horizontal coordinates were established by autonomous hand held GPS
 DH5876.observations and have an estimated accuracy of +/- 10 meters.
 DH5876
 DH5876.The orthometric height was determined by differential leveling and
 DH5876.adjusted by the NATIONAL GEODETIC SURVEY
 DH5876.in October 2007.
 DH5876
 DH5876.Significant digits in the geoid height do not necessarily reflect accuracy.
 DH5876.GEOID18 height accuracy estimate available here.
 DH5876
 DH5876.Click photographs - Photos may exist for this station.
 DH5876
 DH5876.The dynamic height is computed by dividing the NAVD 88
 DH5876.geopotential number by the normal gravity value computed on the
 DH5876.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH5876.degrees latitude (g = 980.6199 gals.).
 DH5876
 DH5876.The modeled gravity was interpolated from observed gravity values.
 DH5876
 DH5876;                    North         East    Units  Estimated Accuracy
 DH5876;SPC MN N     -   249,538.      655,125.      MT  (+/- 10 meters HH2 GPS)
 DH5876
 DH5876_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUN4767299275(NAD 83)
 DH5876
 DH5876                          SUPERSEDED SURVEY CONTROL
 DH5876
 DH5876  NAVD 88 (09/30/05)  389.625  (m)         1278.29   (f) SUPERSEDED  2 1
 DH5876
 DH5876.Superseded values are not recommended for survey control.
 DH5876
 DH5876.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH5876.See file dsdata.pdf to determine how the superseded data were derived.
 DH5876
 DH5876_MARKER: DB = BENCH MARK DISK
 DH5876_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH5876_STAMPING: 0414 D 1969
 DH5876_MARK LOGO: MNHD
 DH5876_PROJECTION: FLUSH
 DH5876_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 DH5876_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DH5876+STABILITY: SURFACE MOTION
 DH5876_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DH5876+SATELLITE: SATELLITE OBSERVATIONS - August 30, 2005
 DH5876
 DH5876  HISTORY     - Date     Condition        Report By
 DH5876  HISTORY     - 1969     MONUMENTED       MNHD
 DH5876  HISTORY     - 20040707 GOOD             MNDT
 DH5876  HISTORY     - 20050830 GOOD             MNDT
 DH5876
 DH5876                          STATION DESCRIPTION
 DH5876
 DH5876'DESCRIBED BY MN DEPT OF TRANSP 2004 (WAS)
 DH5876'THE MARK WAS RECOVERED AS DESRIBED. THE MARK IS 3.3 MILES (5.3 KM)
 DH5876'SOUTH OF RED LAKE, 2.85 MILES (4.59 KM) SOUTH ALONG TRUNK HIGHWAY 89
 DH5876'FROM JUNCTION TRUNK HIGHWAY 89 AND HIGHWAY 1, AT TRUNK HIGHWAY 89
 DH5876'MILEPOINT 23.2, 102 FEET (31.1 M) WEST OF TRUNK HIGHWAY 89, 456 FEET
 DH5876'(139.0 M) NORTH OF LITTLE ROCK CREEK, 1.0 FOOT (0.3 M) EAST OF WITNESS
 DH5876'POST.
 DH5876
 DH5876                          STATION RECOVERY (2005)
 DH5876
 DH5876'RECOVERY NOTE BY MN DEPT OF TRANSP 2005 (MPP)
 DH5876'3.3 MILES SOUTH OF RED LAKE, 2.85 MILES SOUTH ALONG TRUNK HIGHWAY 89
 DH5876'FROM JUNCTION TRUNK HIGHWAY 89 AND TRUNK HIGHWAY 1, AT TRUNK HIGHWAY
 DH5876'89 MILEPOINT 23.2, 102 FEET WEST OF TRUNK HIGHWAY 89, 456 FEET NORTH
 DH5876'OF LITTLE ROCK CREEK, 1.0 FEET EAST OF WITNESS POST
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DH5866 ***********************************************************************
 DH5866  DESIGNATION -  0414 E
 DH5866  PID         -  DH5866
 DH5866  STATE/COUNTY-  MN/BELTRAMI
 DH5866  COUNTRY     -  US
 DH5866  USGS QUAD   -  RED LAKE (2019)
 DH5866
 DH5866                         *CURRENT SURVEY CONTROL
 DH5866  ______________________________________________________________________
 DH5866* NAD 83(1986) POSITION- 47 48 57.0    (N) 095 02 10.4    (W)   HD_HELD2
 DH5866* NAVD 88 ORTHO HEIGHT -   401.353 (meters)     1316.77  (feet) ADJUSTED
 DH5866  ______________________________________________________________________
 DH5866  GEOID HEIGHT    -        -28.013 (meters)                     GEOID18
 DH5866  DYNAMIC HEIGHT  -        401.415 (meters)     1316.98  (feet) COMP
 DH5866  MODELED GRAVITY -    980,755.2   (mgal)                       NAVD 88
 DH5866
 DH5866  VERT ORDER      -  SECOND    CLASS I
 DH5866
 DH5866.The horizontal coordinates were established by autonomous hand held GPS
 DH5866.observations and have an estimated accuracy of +/- 10 meters.
 DH5866
 DH5866.The orthometric height was determined by differential leveling and
 DH5866.adjusted by the NATIONAL GEODETIC SURVEY
 DH5866.in October 2007.
 DH5866
 DH5866.Significant digits in the geoid height do not necessarily reflect accuracy.
 DH5866.GEOID18 height accuracy estimate available here.
 DH5866
 DH5866.Click photographs - Photos may exist for this station.
 DH5866
 DH5866.The dynamic height is computed by dividing the NAVD 88
 DH5866.geopotential number by the normal gravity value computed on the
 DH5866.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH5866.degrees latitude (g = 980.6199 gals.).
 DH5866
 DH5866.The modeled gravity was interpolated from observed gravity values.
 DH5866
 DH5866;                    North         East    Units  Estimated Accuracy
 DH5866;SPC MN N     -   248,101.      655,024.      MT  (+/- 10 meters HH2 GPS)
 DH5866
 DH5866_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUN4757097838(NAD 83)
 DH5866
 DH5866                          SUPERSEDED SURVEY CONTROL
 DH5866
 DH5866  NAVD 88 (09/30/05)  401.401  (m)         1316.93   (f) SUPERSEDED  2 1
 DH5866
 DH5866.Superseded values are not recommended for survey control.
 DH5866
 DH5866.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH5866.See file dsdata.pdf to determine how the superseded data were derived.
 DH5866
 DH5866_MARKER: DB = BENCH MARK DISK
 DH5866_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH5866_STAMPING: 0414 E 1969
 DH5866_MARK LOGO: MNHD
 DH5866_PROJECTION: FLUSH
 DH5866_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 DH5866_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DH5866+STABILITY: SURFACE MOTION
 DH5866_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DH5866+SATELLITE: SATELLITE OBSERVATIONS - August 30, 2005
 DH5866
 DH5866  HISTORY     - Date     Condition        Report By
 DH5866  HISTORY     - 1969     MONUMENTED       MNHD
 DH5866  HISTORY     - 20040707 GOOD             MNDT
 DH5866  HISTORY     - 20050830 GOOD             MNDT
 DH5866
 DH5866                          STATION DESCRIPTION
 DH5866
 DH5866'DESCRIBED BY MN DEPT OF TRANSP 2004 (WAS)
 DH5866'THE MARK WAS RECOVERED IN GOOD CONDITION.  THE MARK IS 4.2 MILES (6.8
 DH5866'KM) SOUTH OF RED LAKE, 3.7 MILES (6.0 KM) SOUTH ALONG TRUNK HIGHWAY 89
 DH5866'FROM JUNCTION TRUNK HIGHWAY 89 AND TRUNK HIGHWAY 1 NEAR RED LAKE, IN
 DH5866'NORTHEAST QUADRANT OF JUNCTION OF TRUNK HIGHWAY 89 AND  CROSSROAD, AT
 DH5866'TRUNK HIGHWAY 89 MILEPOINT 22.3, 100 FEET (30.5 M) EAST OF TRUNK
 DH5866'HIGHWAY 89, 66 FEET (20.1 M) NORTH OF JUNCTION OF TRUNK HIGHWAY 89 AND
 DH5866'CROSSROAD, 35 FEET (10.7 M) NORTH-NORTHWEST OF ROAD EAST, 1.0 FOOT
 DH5866'(0.3 M) WEST OF WITNESS POST.
 DH5866
 DH5866                          STATION RECOVERY (2005)
 DH5866
 DH5866'RECOVERY NOTE BY MN DEPT OF TRANSP 2005 (MPP)
 DH5866'4.2 MILES SOUTH OF RED LAKE, 3.7 MILES SOUTH ALONG TRUNK HIGHWAY 89
 DH5866'FROM JUNCTION TRUNK HIGHWAY 89 AND TRUNK HIGHWAY 1 NEAR RED LAKE, IN
 DH5866'NORTHEAST QUADRANT OF JUNCTION OF TRUNK HIGHWAY 89 AND CROSSROAD, AT
 DH5866'TRUNK HIGHWAY 89 MILEPOINT 22.3, 100 FEET EAST OF TRUNK HIGHWAY 89, 66
 DH5866'FEET NORTH OF JUNCTION OF TRUNK HIGHWAY 89 AND CROSSROAD, 35 FEET
 DH5866'NORTH-NORTHWEST OF ROAD EAST, 1.0 FEET WEST OF WITNESS POST
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DH5867 ***********************************************************************
 DH5867  DESIGNATION -  0414 F
 DH5867  PID         -  DH5867
 DH5867  STATE/COUNTY-  MN/BELTRAMI
 DH5867  COUNTRY     -  US
 DH5867  USGS QUAD   -  RED LAKE (2019)
 DH5867
 DH5867                         *CURRENT SURVEY CONTROL
 DH5867  ______________________________________________________________________
 DH5867* NAD 83(1986) POSITION- 47 48 10.02   (N) 095 01 44.07   (W)   HD_HELD1
 DH5867* NAVD 88 ORTHO HEIGHT -   406.937 (meters)     1335.09  (feet) ADJUSTED
 DH5867  ______________________________________________________________________
 DH5867  GEOID HEIGHT    -        -28.006 (meters)                     GEOID18
 DH5867  DYNAMIC HEIGHT  -        406.999 (meters)     1335.30  (feet) COMP
 DH5867  MODELED GRAVITY -    980,752.7   (mgal)                       NAVD 88
 DH5867
 DH5867  VERT ORDER      -  SECOND    CLASS I
 DH5867
 DH5867.The horizontal coordinates were determined by differentially corrected
 DH5867.hand held GPS observations or other comparable positioning techniques
 DH5867.and have an estimated accuracy of +/- 3 meters.
 DH5867
 DH5867.The orthometric height was determined by differential leveling and
 DH5867.adjusted by the NATIONAL GEODETIC SURVEY
 DH5867.in October 2007.
 DH5867
 DH5867.Significant digits in the geoid height do not necessarily reflect accuracy.
 DH5867.GEOID18 height accuracy estimate available here.
 DH5867
 DH5867.Click photographs - Photos may exist for this station.
 DH5867
 DH5867.The dynamic height is computed by dividing the NAVD 88
 DH5867.geopotential number by the normal gravity value computed on the
 DH5867.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH5867.degrees latitude (g = 980.6199 gals.).
 DH5867
 DH5867.The modeled gravity was interpolated from observed gravity values.
 DH5867
 DH5867;                    North         East    Units  Estimated Accuracy
 DH5867;SPC MN N     -   246,637.2     655,535.8     MT  (+/- 3 meters HH1 GPS) 
 DH5867
 DH5867_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUN4807996373(NAD 83)
 DH5867
 DH5867                          SUPERSEDED SURVEY CONTROL
 DH5867
 DH5867  NAVD 88 (09/30/05)  406.986  (m)         1335.25   (f) SUPERSEDED  2 1
 DH5867
 DH5867.Superseded values are not recommended for survey control.
 DH5867
 DH5867.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH5867.See file dsdata.pdf to determine how the superseded data were derived.
 DH5867
 DH5867_MARKER: DB = BENCH MARK DISK
 DH5867_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH5867_STAMPING: 0414 F 1969
 DH5867_MARK LOGO: MNHD
 DH5867_PROJECTION: FLUSH
 DH5867_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 DH5867_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DH5867+STABILITY: SURFACE MOTION
 DH5867_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DH5867+SATELLITE: SATELLITE OBSERVATIONS - August 30, 2005
 DH5867
 DH5867  HISTORY     - Date     Condition        Report By
 DH5867  HISTORY     - 1969     MONUMENTED       MNHD
 DH5867  HISTORY     - 20040707 GOOD             MNDT
 DH5867  HISTORY     - 20050830 GOOD             MNDT
 DH5867
 DH5867                          STATION DESCRIPTION
 DH5867
 DH5867'DESCRIBED BY MN DEPT OF TRANSP 2004 (WAS)
 DH5867'THE MARK WAS RECOVERED IN GOOD CONDITION.  THE MARK IS 5.2 MILES (8.4
 DH5867'KM) SOUTH OF RED LAKE, 4.7 MILES (7.6 KM) SOUTH ALONG TRUNK HIGHWAY 89
 DH5867'FROM JUNCTION TRUNK HIGHWAY 89 AND TRUNK HIGHWAY 1, AT TRUNK HIGHWAY
 DH5867'89 MILEPOINT 21.3, 98 FEET (29.9 M) WEST OF TRUNK HIGHWAY 89, 75 FEET
 DH5867'(22.9 M) SOUTH OF EAST-WEST SOUTH BOUNDARY OF ROAD NORTHWEST, 1.0 FOOT
 DH5867'(0.3 M) EAST OF WITNESS POST.
 DH5867
 DH5867                          STATION RECOVERY (2005)
 DH5867
 DH5867'RECOVERY NOTE BY MN DEPT OF TRANSP 2005 (MPP)
 DH5867'5.2 MILES SOUTH OF RED LAKE, 4.7 MILES SOUTH ALONG TRUNK HIGHWAY 89
 DH5867'FROM JUNCTION TRUNK HIGHWAY 89 AND TRUNK HIGHWAY 1, AT TRUNK HIGHWAY
 DH5867'89 MILEPOINT 21.3, 98 FEET WEST OF TRUNK HIGHWAY 89, 75 FEET SOUTH OF
 DH5867'EAST-WEST SOUTH BOUNDARY OF ROAD NORTHWEST, 1.0 FEET EAST OF WITNESS
 DH5867'POST
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DH5869 ***********************************************************************
 DH5869  DESIGNATION -  0414 G
 DH5869  PID         -  DH5869
 DH5869  STATE/COUNTY-  MN/BELTRAMI
 DH5869  COUNTRY     -  US
 DH5869  USGS QUAD   -  RED LAKE (2019)
 DH5869
 DH5869                         *CURRENT SURVEY CONTROL
 DH5869  ______________________________________________________________________
 DH5869* NAD 83(2011) POSITION- 47 47 21.06737(N) 095 00 49.85418(W)   ADJUSTED
 DH5869* NAD 83(2011) ELLIP HT-   381.370 (meters)        (06/27/12)   ADJUSTED
 DH5869* NAD 83(2011) EPOCH   -  2010.00
 DH5869* NAVD 88 ORTHO HEIGHT -   409.377 (meters)     1343.10  (feet) ADJUSTED
 DH5869  ______________________________________________________________________
 DH5869  GEOID HEIGHT    -        -28.004 (meters)                     GEOID18
 DH5869  NAD 83(2011) X  -   -375,225.121 (meters)                     COMP
 DH5869  NAD 83(2011) Y  - -4,276,936.421 (meters)                     COMP
 DH5869  NAD 83(2011) Z  -  4,701,442.294 (meters)                     COMP
 DH5869  LAPLACE CORR    -         -1.94  (seconds)                    DEFLEC18
 DH5869  DYNAMIC HEIGHT  -        409.438 (meters)     1343.30  (feet) COMP
 DH5869  MODELED GRAVITY -    980,750.1   (mgal)                       NAVD 88
 DH5869
 DH5869  VERT ORDER      -  SECOND    CLASS I
 DH5869
 DH5869  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DH5869  Standards:
 DH5869         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DH5869            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DH5869  -------------------------------------------------------------------
 DH5869  NETWORK    0.34   0.55           0.16   0.11   0.28      0.14499481
 DH5869  -------------------------------------------------------------------
 DH5869  Click here for local accuracies and other accuracy information.
 DH5869
 DH5869.The horizontal coordinates were established by GPS observations
 DH5869.and adjusted by the National Geodetic Survey in June 2012.
 DH5869
 DH5869.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DH5869.been affixed to the stable North American tectonic plate. See 
 DH5869.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DH5869
 DH5869.The horizontal coordinates are valid at the epoch date displayed above
 DH5869.which is a decimal equivalence of Year/Month/Day.
 DH5869
 DH5869.The orthometric height was determined by differential leveling and
 DH5869.adjusted by the NATIONAL GEODETIC SURVEY
 DH5869.in October 2007.
 DH5869
 DH5869.No vertical observational check was made to the station.
 DH5869
 DH5869.Significant digits in the geoid height do not necessarily reflect accuracy.
 DH5869.GEOID18 height accuracy estimate available here.
 DH5869
 DH5869.Click photographs - Photos may exist 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 DEFLEC18 derived deflections.
 DH5869
 DH5869.The ellipsoidal height was determined by GPS observations
 DH5869.and is referenced to NAD 83.
 DH5869
 DH5869.The dynamic height is computed by dividing the NAVD 88
 DH5869.geopotential number by the normal gravity value computed on the
 DH5869.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH5869.degrees latitude (g = 980.6199 gals.).
 DH5869
 DH5869.The modeled gravity was interpolated from observed gravity values.
 DH5869
 DH5869. The following values were computed from the NAD 83(2011) position.
 DH5869
 DH5869;                    North         East     Units Scale Factor Converg.
 DH5869;SPC MN N     -   245,097.824   656,626.032   MT  0.99990314   -1 25 06.9
 DH5869;SPC MN N     -   804,125.11  2,154,280.57   sFT  0.99990314   -1 25 06.9
 DH5869;UTM  15      - 5,294,833.221   349,167.947   MT  0.99987957   -1 29 30.8
 DH5869
 DH5869!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH5869!SPC MN N     -   0.99994023  x   0.99990314  =   0.99984338
 DH5869!UTM  15      -   0.99994023  x   0.99987957  =   0.99981981
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUN4916794833(NAD 83)
 DH5869
 DH5869|---------------------------------------------------------------------|
 DH5869| PID    Reference Object                     Distance      Geod. Az  |
 DH5869|                                                           dddmmss.s |
 DH5869| DI0796 0414 H                              APPROX. 1.2 KM 1584538.2 |
 DH5869|---------------------------------------------------------------------|
 DH5869
 DH5869                          SUPERSEDED SURVEY CONTROL
 DH5869
 DH5869  NAD 83(2007)-  47 47 21.06736(N)    095 00 49.85496(W) AD(2002.00) 1
 DH5869  ELLIP H (12/20/10)  381.404  (m)                       GP(2002.00) 3 1
 DH5869  NAD 83(1996)-  47 47 21.06732(N)    095 00 49.85485(W) AD(       ) 1
 DH5869  ELLIP H (06/16/06)  381.412  (m)                       GP(       ) 3 1
 DH5869  NAVD 88             409.43   (m)         1343.3    (f) LEVELING    3  
 DH5869  NAVD 88 (09/30/05)  409.427  (m)         1343.26   (f) SUPERSEDED  2 1
 DH5869
 DH5869.Superseded values are not recommended for survey control.
 DH5869
 DH5869.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH5869.See file dsdata.pdf to determine how the superseded data were derived.
 DH5869
 DH5869_MARKER: DB = BENCH MARK DISK
 DH5869_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH5869_STAMPING: 0414 G 1969
 DH5869_MARK LOGO: MNHD
 DH5869_PROJECTION: FLUSH
 DH5869_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 DH5869_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DH5869+STABILITY: SURFACE MOTION
 DH5869_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH5869+SATELLITE: SATELLITE OBSERVATIONS - April 04, 2006
 DH5869
 DH5869  HISTORY     - Date     Condition        Report By
 DH5869  HISTORY     - 1969     MONUMENTED       MNHD
 DH5869  HISTORY     - 20040707 GOOD             MNDT
 DH5869  HISTORY     - 20050521 GOOD             MNDT
 DH5869  HISTORY     - 20050829 GOOD             MNDT
 DH5869  HISTORY     - 20060404 GOOD             MNDT
 DH5869
 DH5869                          STATION DESCRIPTION
 DH5869
 DH5869'DESCRIBED BY MN DEPT OF TRANSP 2004 (WAS)
 DH5869'THE MARK WAS RECOVERED IN GOOD CONDITION.  THE MARK IS 6 MILES (9.7
 DH5869'KM) SOUTH ALONG TRUNK HIGHWAY 89 FROM JUNCTION OF TRUNK HIGHWAY 89 AND
 DH5869'TRUNK HIGHWAY 1 NEAR RED LAKE, 0.3 MILES (0.5 KM) EAST FROM ALASKA
 DH5869'TOWNHALL, AT TRUNK HIGHWAY 89 MILEPOINT 20.1, AT JUNCTION OF TRUNK
 DH5869'HIGHWAY 89 AND COUNTY ROAD 32, 178 FEET (54.3 M) WEST OF TRUNK
 DH5869'HIGHWAY 89, 67 FEET (20.4 M) SOUTH OF COUNTY ROAD 32, 1.0 FOOT (0.3 M)
 DH5869'EAST OF WITNESS POST.
 DH5869
 DH5869                          STATION RECOVERY (2005)
 DH5869
 DH5869'RECOVERY NOTE BY MN DEPT OF TRANSP 2005
 DH5869'RECOVERED AS DESCRIBED.
 DH5869
 DH5869                          STATION RECOVERY (2005)
 DH5869
 DH5869'RECOVERY NOTE BY MN DEPT OF TRANSP 2005 (MPP)
 DH5869'6 MILES SOUTH ALONG TRUNK HIGHWAY 89 FROM JUNCTION OF TRUNK HIGHWAY 89
 DH5869'AND TRUNK HIGHWAY 1 NEAR RED LAKE, 0.3 MILES EAST FROM ALASKA
 DH5869'TOWNHALL, AT TRUNK HIGHWAY 89 MILEPOINT 20.1, AT JUNCTION OF TRUNK
 DH5869'HIGHWAY 89 AND COUNTY ROAD 32, 178 FEET WEST OF TRUNK HIGHWAY 89, 67
 DH5869'FEET SOUTH OF COUNTY ROAD 32, 1.0 FEET EAST OF WITNESS POST
 DH5869
 DH5869                          STATION RECOVERY (2006)
 DH5869
 DH5869'RECOVERY NOTE BY MN DEPT OF TRANSP 2006 (MPP)
 DH5869'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DI0796 ***********************************************************************
 DI0796  DESIGNATION -  0414 H
 DI0796  PID         -  DI0796
 DI0796  STATE/COUNTY-  MN/BELTRAMI
 DI0796  COUNTRY     -  US
 DI0796  USGS QUAD   -  RED LAKE (2019)
 DI0796
 DI0796                         *CURRENT SURVEY CONTROL
 DI0796  ______________________________________________________________________
 DI0796* NAD 83(2011) POSITION- 47 46 44.70013(N) 095 00 28.88423(W)   ADJUSTED
 DI0796* NAD 83(2011) ELLIP HT-   383.150 (meters)        (06/27/12)   ADJUSTED
 DI0796* NAD 83(2011) EPOCH   -  2010.00
 DI0796* NAVD 88 ORTHO HEIGHT -   411.153 (meters)     1348.92  (feet) ADJUSTED
 DI0796  ______________________________________________________________________
 DI0796  GEOID HEIGHT    -        -28.000 (meters)                     GEOID18
 DI0796  NAD 83(2011) X  -   -374,863.030 (meters)                     COMP
 DI0796  NAD 83(2011) Y  - -4,277,804.477 (meters)                     COMP
 DI0796  NAD 83(2011) Z  -  4,700,688.858 (meters)                     COMP
 DI0796  LAPLACE CORR    -         -1.86  (seconds)                    DEFLEC18
 DI0796  DYNAMIC HEIGHT  -        411.214 (meters)     1349.12  (feet) COMP
 DI0796  MODELED GRAVITY -    980,748.2   (mgal)                       NAVD 88
 DI0796
 DI0796  VERT ORDER      -  SECOND    CLASS I
 DI0796
 DI0796  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DI0796  Standards:
 DI0796         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DI0796            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DI0796  -------------------------------------------------------------------
 DI0796  NETWORK    0.33   0.53           0.15   0.11   0.27      0.12823710
 DI0796  -------------------------------------------------------------------
 DI0796  Click here for local accuracies and other accuracy information.
 DI0796
 DI0796.The horizontal coordinates were established by GPS observations
 DI0796.and adjusted by the National Geodetic Survey in June 2012.
 DI0796
 DI0796.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DI0796.been affixed to the stable North American tectonic plate. See 
 DI0796.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DI0796
 DI0796.The horizontal coordinates are valid at the epoch date displayed above
 DI0796.which is a decimal equivalence of Year/Month/Day.
 DI0796
 DI0796.The orthometric height was determined by differential leveling and
 DI0796.adjusted by the NATIONAL GEODETIC SURVEY
 DI0796.in October 2007.
 DI0796
 DI0796.No vertical observational check was made to the station.
 DI0796
 DI0796.Significant digits in the geoid height do not necessarily reflect accuracy.
 DI0796.GEOID18 height accuracy estimate available here.
 DI0796
 DI0796.Click photographs - Photos may exist for this station.
 DI0796
 DI0796.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DI0796
 DI0796.The Laplace correction was computed from DEFLEC18 derived deflections.
 DI0796
 DI0796.The ellipsoidal height was determined by GPS observations
 DI0796.and is referenced to NAD 83.
 DI0796
 DI0796.The dynamic height is computed by dividing the NAVD 88
 DI0796.geopotential number by the normal gravity value computed on the
 DI0796.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DI0796.degrees latitude (g = 980.6199 gals.).
 DI0796
 DI0796.The modeled gravity was interpolated from observed gravity values.
 DI0796
 DI0796. The following values were computed from the NAD 83(2011) position.
 DI0796
 DI0796;                    North         East     Units Scale Factor Converg.
 DI0796;SPC MN N     -   243,964.284   657,034.597   MT  0.99990330   -1 24 51.4
 DI0796;SPC MN N     -   800,406.16  2,155,621.01   sFT  0.99990330   -1 24 51.4
 DI0796;UTM  15      - 5,293,699.187   349,575.053   MT  0.99987806   -1 29 14.4
 DI0796
 DI0796!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DI0796!SPC MN N     -   0.99993995  x   0.99990330  =   0.99984326
 DI0796!UTM  15      -   0.99993995  x   0.99987806  =   0.99981802
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUN4957593699(NAD 83)
 DI0796
 DI0796|---------------------------------------------------------------------|
 DI0796| PID    Reference Object                     Distance      Geod. Az  |
 DI0796|                                                           dddmmss.s |
 DI0796| DH5869 0414 G                              APPROX. 1.2 KM 3384553.7 |
 DI0796|---------------------------------------------------------------------|
 DI0796
 DI0796                          SUPERSEDED SURVEY CONTROL
 DI0796
 DI0796  NAD 83(2007)-  47 46 44.70010(N)    095 00 28.88500(W) AD(2002.00) 1
 DI0796  ELLIP H (12/20/10)  383.182  (m)                       GP(2002.00) 3 1
 DI0796  NAD 83(1996)-  47 46 44.70006(N)    095 00 28.88489(W) AD(       ) 1
 DI0796  ELLIP H (06/16/06)  383.191  (m)                       GP(       ) 3 1
 DI0796  NAVD 88 (08/21/07)  411.201  (m)         1349.08   (f) SUPERSEDED  2 1
 DI0796  NAVD 88 (06/16/06)  411.2    (m)  GEOID03  model used  GPS OBS        
 DI0796
 DI0796.Superseded values are not recommended for survey control.
 DI0796
 DI0796.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DI0796.See file dsdata.pdf to determine how the superseded data were derived.
 DI0796
 DI0796_MARKER: DB = BENCH MARK DISK
 DI0796_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 DI0796_STAMPING: 0414 H 1969
 DI0796_MARK LOGO: MNHD
 DI0796_PROJECTION: PROJECTING 10 CENTIMETERS
 DI0796_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DI0796_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DI0796_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DI0796+SATELLITE: SATELLITE OBSERVATIONS - January 29, 2020
 DI0796
 DI0796  HISTORY     - Date     Condition        Report By
 DI0796  HISTORY     - 1969     MONUMENTED       MNHD
 DI0796  HISTORY     - 20060404 GOOD             MNDT
 DI0796  HISTORY     - 20200129 GOOD             MNDT
 DI0796
 DI0796                          STATION DESCRIPTION
 DI0796
 DI0796'DESCRIBED BY MN HIGHWAY DEPT 1969
 DI0796'6.7 MILES SOUTH OF RED LAKE, 6.75 MILES SOUTH ALONG TRUNK HIGHWAY 89
 DI0796'FROM JUNCTION OF TRUNK HIGHWAY 89 AND TRUNK HIGHWAY 1 NEAR RED LAKE,
 DI0796'0.75 MILES SOUTH OF JUNCTION TRUNK HIGHWAY 89 AND COUNTY ROAD 32, AT
 DI0796'TRUNK HIGHWAY 89 MILEPOINT 19.3, 91 FEET WEST OF TRUNK HIGHWAY 89, 36
 DI0796'FEET NORTH OF ISLAND LAKE LANE NORTHWEST, 67 FEET NORTH-NORTHEAST OF
 DI0796'NORTHEAST CORNER OF CEMETERY FENCE, 45 FEET EAST-NORTHEAST OF POWER
 DI0796'POLE (NUMBER 29-28-24), 1.0 FEET EAST OF WITNESS POST
 DI0796
 DI0796                          STATION RECOVERY (2006)
 DI0796
 DI0796'RECOVERY NOTE BY MN DEPT OF TRANSP 2006 (MPP)
 DI0796'RECOVERED AS DESCRIBED.
 DI0796
 DI0796                          STATION RECOVERY (2020)
 DI0796
 DI0796'RECOVERY NOTE BY MN DEPT OF TRANSP 2020 (KMS)
 DI0796'6.7 MI (10.8 KM) SOUTH OF RED LAKE, 6.75 MI (10.86 KM) SOUTH ALONG
 DI0796'TRUNK HIGHWAY 89 FROM THE JUNCTION OF TRUNK HIGHWAY 89 AND TRUNK
 DI0796'HIGHWAY 1 NEAR RED LAKE, 0.75 MI (1.21 KM) SOUTH OF THE JUNCTION OF
 DI0796'TRUNK HIGHWAY 89 AND COUNTY ROAD 32, AT TRUNK HIGHWAY 89 MILE POINT
 DI0796'19.3, 91.0 FT (27.7 M) WEST OF TRUNK HIGHWAY 89, 36.0 FT (11.0 M)
 DI0796'NORTH OF ISLAND LAKE LANE NORTHWEST, 67.0 FT (20.4 M) NORTH-NORTHEAST
 DI0796'OF THE NORTHEAST CORNER OF A CEMETERY FENCE, 45.0 FT (13.7 M)
 DI0796'EAST-NORTHEAST OF A POWER POLE (NUMBER 29-28-24), 1.0 FT (0.3 M) EAST
 DI0796'OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DI7554 ***********************************************************************
 DI7554  DESIGNATION -  0414 J
 DI7554  PID         -  DI7554
 DI7554  STATE/COUNTY-  MN/BELTRAMI
 DI7554  COUNTRY     -  US
 DI7554  USGS QUAD   -  REDBY (2019)
 DI7554
 DI7554                         *CURRENT SURVEY CONTROL
 DI7554  ______________________________________________________________________
 DI7554* NAD 83(1986) POSITION- 47 45 37.     (N) 094 59 58.     (W)   SCALED
 DI7554* NAVD 88 ORTHO HEIGHT -   411.098 (meters)     1348.74  (feet) ADJUSTED
 DI7554  ______________________________________________________________________
 DI7554  GEOID HEIGHT    -        -27.991 (meters)                     GEOID18
 DI7554  DYNAMIC HEIGHT  -        411.159 (meters)     1348.94  (feet) COMP
 DI7554  MODELED GRAVITY -    980,746.1   (mgal)                       NAVD 88
 DI7554
 DI7554  VERT ORDER      -  SECOND    CLASS I
 DI7554
 DI7554.The horizontal coordinates were scaled from a map and have
 DI7554.an estimated accuracy of +/- 6 seconds.
 DI7554
 DI7554.The orthometric height was determined by differential leveling and
 DI7554.adjusted by the NATIONAL GEODETIC SURVEY
 DI7554.in October 2007.
 DI7554
 DI7554.No vertical observational check was made to the station.
 DI7554
 DI7554.Significant digits in the geoid height do not necessarily reflect accuracy.
 DI7554.GEOID18 height accuracy estimate available here.
 DI7554
 DI7554.Click photographs - Photos may exist for this station.
 DI7554
 DI7554.The dynamic height is computed by dividing the NAVD 88
 DI7554.geopotential number by the normal gravity value computed on the
 DI7554.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DI7554.degrees latitude (g = 980.6199 gals.).
 DI7554
 DI7554.The modeled gravity was interpolated from observed gravity values.
 DI7554
 DI7554;                    North         East    Units  Estimated Accuracy
 DI7554;SPC MN N     -   241,860.      657,630.      MT  (+/- 180 meters Scaled)
 DI7554
 DI7554_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUN501915(NAD 83)
 DI7554
 DI7554                          SUPERSEDED SURVEY CONTROL
 DI7554
 DI7554  NAVD 88 (08/21/07)  411.143  (m)         1348.89   (f) SUPERSEDED  2 1
 DI7554
 DI7554.Superseded values are not recommended for survey control.
 DI7554
 DI7554.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DI7554.See file dsdata.pdf to determine how the superseded data were derived.
 DI7554
 DI7554_MARKER: DB = BENCH MARK DISK
 DI7554_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DI7554_STAMPING: 0414 J 1969
 DI7554_MARK LOGO: MNHD
 DI7554_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 DI7554_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DI7554+STABILITY: SURFACE MOTION
 DI7554_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DI7554+SATELLITE: SATELLITE OBSERVATIONS - April 04, 2006
 DI7554
 DI7554  HISTORY     - Date     Condition        Report By
 DI7554  HISTORY     - 1969     MONUMENTED       MNHD
 DI7554  HISTORY     - 20060404 GOOD             MNDT
 DI7554
 DI7554                          STATION DESCRIPTION
 DI7554
 DI7554'DESCRIBED BY MN DEPT OF TRANSP 2006 (MPP)
 DI7554'THE MARK WAS RECOVERED IN GOOD CONDITION.  THE MARK IS 8.1 MILES (13.0
 DI7554'KM) SOUTH OF RED LAKE, 8.1 MILES (13.0 KM) SOUTH ALONG TRUNK HIGHWAY
 DI7554'89 FROM JUNCTION OF TRUNK HIGHWAY 89 AND TRUNK HIGHWAY 1, 2.2 MILES
 DI7554'(3.5 KM) SOUTH OF COUNTY ROAD 32, AT TRUNK HIGHWAY 89 MILEPOINT 17.95,
 DI7554'98 FEET (29.9 M) WEST OF TRUNK HIGHWAY 89, 27 FEET (8.2 M) NORTH OF
 DI7554'TRAIL WEST, 5.6 FEET (1.7 M) SOUTHEAST OF 6 INCH BALSAM TREE, 15 FEET
 DI7554'(4.6 M) EAST OF 10 INCH ASPEN TREE, 1.0 FOOT (0.3 M) EAST OF WITNESS
 DI7554'POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DI0797 ***********************************************************************
 DI0797  DESIGNATION -  0414 K
 DI0797  PID         -  DI0797
 DI0797  STATE/COUNTY-  MN/BELTRAMI
 DI0797  COUNTRY     -  US
 DI0797  USGS QUAD   -  PUPOSKY LAKE (2019)
 DI0797
 DI0797                         *CURRENT SURVEY CONTROL
 DI0797  ______________________________________________________________________
 DI0797* NAD 83(2011) POSITION- 47 44 47.83110(N) 094 59 58.43003(W)   ADJUSTED
 DI0797* NAD 83(2011) ELLIP HT-   384.084 (meters)        (06/27/12)   ADJUSTED
 DI0797* NAD 83(2011) EPOCH   -  2010.00
 DI0797* NAVD 88 ORTHO HEIGHT -   412.069 (meters)     1351.93  (feet) ADJUSTED
 DI0797  ______________________________________________________________________
 DI0797  GEOID HEIGHT    -        -27.982 (meters)                     GEOID18
 DI0797  NAD 83(2011) X  -   -374,464.384 (meters)                     COMP
 DI0797  NAD 83(2011) Y  - -4,280,522.750 (meters)                     COMP
 DI0797  NAD 83(2011) Z  -  4,698,263.101 (meters)                     COMP
 DI0797  LAPLACE CORR    -         -1.98  (seconds)                    DEFLEC18
 DI0797  DYNAMIC HEIGHT  -        412.128 (meters)     1352.12  (feet) COMP
 DI0797  MODELED GRAVITY -    980,743.4   (mgal)                       NAVD 88
 DI0797
 DI0797  VERT ORDER      -  SECOND    CLASS I
 DI0797
 DI0797  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DI0797  Standards:
 DI0797         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DI0797            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DI0797  -------------------------------------------------------------------
 DI0797  NETWORK    0.33   0.47           0.15   0.11   0.24      0.09307957
 DI0797  -------------------------------------------------------------------
 DI0797  Click here for local accuracies and other accuracy information.
 DI0797
 DI0797.The horizontal coordinates were established by GPS observations
 DI0797.and adjusted by the National Geodetic Survey in June 2012.
 DI0797
 DI0797.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DI0797.been affixed to the stable North American tectonic plate. See 
 DI0797.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DI0797
 DI0797.The horizontal coordinates are valid at the epoch date displayed above
 DI0797.which is a decimal equivalence of Year/Month/Day.
 DI0797
 DI0797.The orthometric height was determined by differential leveling and
 DI0797.adjusted by the NATIONAL GEODETIC SURVEY
 DI0797.in October 2007.
 DI0797
 DI0797.No vertical observational check was made to the station.
 DI0797
 DI0797.Significant digits in the geoid height do not necessarily reflect accuracy.
 DI0797.GEOID18 height accuracy estimate available here.
 DI0797
 DI0797.Click photographs - Photos may exist for this station.
 DI0797
 DI0797.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DI0797
 DI0797.The Laplace correction was computed from DEFLEC18 derived deflections.
 DI0797
 DI0797.The ellipsoidal height was determined by GPS observations
 DI0797.and is referenced to NAD 83.
 DI0797
 DI0797.The dynamic height is computed by dividing the NAVD 88
 DI0797.geopotential number by the normal gravity value computed on the
 DI0797.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DI0797.degrees latitude (g = 980.6199 gals.).
 DI0797
 DI0797.The modeled gravity was interpolated from observed gravity values.
 DI0797
 DI0797. The following values were computed from the NAD 83(2011) position.
 DI0797
 DI0797;                    North         East     Units Scale Factor Converg.
 DI0797;SPC MN N     -   240,340.620   657,579.645   MT  0.99990401   -1 24 28.8
 DI0797;SPC MN N     -   788,517.52  2,157,409.22   sFT  0.99990401   -1 24 28.8
 DI0797;UTM  15      - 5,290,074.931   350,115.488   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  =   0.99984382
 DI0797!UTM  15      -   0.99993980  x   0.99987607  =   0.99981588
 DI0797
 DI0797_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUN5011590074(NAD 83)
 DI0797
 DI0797                          SUPERSEDED SURVEY CONTROL
 DI0797
 DI0797  NAD 83(2007)-  47 44 47.83107(N)    094 59 58.43096(W) AD(2002.00) 1
 DI0797  ELLIP H (12/20/10)  384.122  (m)                       GP(2002.00) 3 1
 DI0797  NAD 83(1996)-  47 44 47.83108(N)    094 59 58.43077(W) AD(       ) 1
 DI0797  ELLIP H (06/16/06)  384.129  (m)                       GP(       ) 3 1
 DI0797  NAVD 88 (08/21/07)  412.111  (m)         1352.07   (f) SUPERSEDED  2 1
 DI0797  NAVD 88 (06/16/06)  412.1    (m)  GEOID03  model used  GPS OBS        
 DI0797
 DI0797.Superseded values are not recommended for survey control.
 DI0797
 DI0797.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DI0797.See file dsdata.pdf to determine how the superseded data were derived.
 DI0797
 DI0797_MARKER: DB = BENCH MARK DISK
 DI0797_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DI0797_STAMPING: 0414 K 1969
 DI0797_MARK LOGO: MNHD
 DI0797_PROJECTION: RECESSED 15 CENTIMETERS
 DI0797_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 DI0797_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DI0797+STABILITY: SURFACE MOTION
 DI0797_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DI0797+SATELLITE: SATELLITE OBSERVATIONS - October 26, 2021
 DI0797
 DI0797  HISTORY     - Date     Condition        Report By
 DI0797  HISTORY     - 1969     MONUMENTED       MNHD
 DI0797  HISTORY     - 20060404 GOOD             MNDT
 DI0797  HISTORY     - 20211026 GOOD             MNDT
 DI0797
 DI0797                          STATION DESCRIPTION
 DI0797
 DI0797'DESCRIBED BY MN HIGHWAY DEPT 1969
 DI0797'9 MILES SOUTH OF RED LAKE, 9.0 MILES SOUTH ALONG TRUNK HIGHWAY 89 FROM
 DI0797'JUNCTION OF TRUNK HIGHWAY 89 AND TRUNK HIGHWAY 1, 3.1 MILES SOUTH OF
 DI0797'COUNTY ROAD 32, AT TRUNK HIGHWAY 89 MILEPOINT 17.0, 76 FEET EAST OF
 DI0797'TRUNK HIGHWAY 89, 274 FEET NORTH OF CROSSROADS, 103.4 FEET NORTHEAST
 DI0797'OF TRUNK HIGHWAY 89 MILEPOINT 17, 1.0 FEET WEST OF WITNESS POST
 DI0797
 DI0797                          STATION RECOVERY (2006)
 DI0797
 DI0797'RECOVERY NOTE BY MN DEPT OF TRANSP 2006 (MPP)
 DI0797'RECOVERED AS DESCRIBED.
 DI0797
 DI0797                          STATION RECOVERY (2021)
 DI0797
 DI0797'RECOVERY NOTE BY MN DEPT OF TRANSP 2021 (KMS)
 DI0797'9.0 MI (14.5 KM) SOUTH OF RED LAKE, 9.0 MI (14.5 KM) SOUTH ALONG TRUNK
 DI0797'HIGHWAY 89 FROM THE JUNCTION OF TRUNK HIGHWAY 89 AND TRUNK
 DI0797'HIGHWAY 89 AND TRUNK HIGHWAY 1 (THE JUNCTION IS 1.0 MI (1.6 KM) WEST
 DI0797'OF RED LAKE), AT TRUNK HIGHWAY 89 MILE POINT 17.0, 76.0 FT (23.2 M)
 DI0797'EAST OF TRUNK HIGHWAY 89, 103.4 FT (31.5 M) NORTHEAST OF TRUNK
 DI0797'HIGHWAY 89 MILE POINT 17, 1.0 FT (0.3 M) WEST OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DI7549 ***********************************************************************
 DI7549  DESIGNATION -  0414 L
 DI7549  PID         -  DI7549
 DI7549  STATE/COUNTY-  MN/BELTRAMI
 DI7549  COUNTRY     -  US
 DI7549  USGS QUAD   -  AURE (2019)
 DI7549
 DI7549                         *CURRENT SURVEY CONTROL
 DI7549  ______________________________________________________________________
 DI7549* NAD 83(1986) POSITION- 47 43 50.82   (N) 095 00 19.45   (W)   HD_HELD1
 DI7549* NAVD 88 ORTHO HEIGHT -   414.804 (meters)     1360.90  (feet) ADJUSTED
 DI7549  ______________________________________________________________________
 DI7549  GEOID HEIGHT    -        -27.970 (meters)                     GEOID18
 DI7549  DYNAMIC HEIGHT  -        414.862 (meters)     1361.09  (feet) COMP
 DI7549  MODELED GRAVITY -    980,738.8   (mgal)                       NAVD 88
 DI7549
 DI7549  VERT ORDER      -  SECOND    CLASS I
 DI7549
 DI7549.The horizontal coordinates were determined by differentially corrected
 DI7549.hand held GPS observations or other comparable positioning techniques
 DI7549.and have an estimated accuracy of +/- 3 meters.
 DI7549
 DI7549.The orthometric height was determined by differential leveling and
 DI7549.adjusted by the NATIONAL GEODETIC SURVEY
 DI7549.in October 2007.
 DI7549
 DI7549.No vertical observational check was made to the station.
 DI7549
 DI7549.Significant digits in the geoid height do not necessarily reflect accuracy.
 DI7549.GEOID18 height accuracy estimate available here.
 DI7549
 DI7549.Click photographs - Photos may exist for this station.
 DI7549
 DI7549.The dynamic height is computed by dividing the NAVD 88
 DI7549.geopotential number by the normal gravity value computed on the
 DI7549.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DI7549.degrees latitude (g = 980.6199 gals.).
 DI7549
 DI7549.The modeled gravity was interpolated from observed gravity values.
 DI7549
 DI7549;                    North         East    Units  Estimated Accuracy
 DI7549;SPC MN N     -   238,591.3     657,098.6     MT  (+/- 3 meters HH1 GPS) 
 DI7549
 DI7549_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUN4963288326(NAD 83)
 DI7549
 DI7549                          SUPERSEDED SURVEY CONTROL
 DI7549
 DI7549  NAVD 88 (08/21/07)  414.843  (m)         1361.03   (f) SUPERSEDED  2 1
 DI7549
 DI7549.Superseded values are not recommended for survey control.
 DI7549
 DI7549.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DI7549.See file dsdata.pdf to determine how the superseded data were derived.
 DI7549
 DI7549_MARKER: DB = BENCH MARK DISK
 DI7549_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DI7549_STAMPING: 0414 L 1969
 DI7549_MARK LOGO: MNHD
 DI7549_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 DI7549_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DI7549+STABILITY: SURFACE MOTION
 DI7549_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DI7549+SATELLITE: SATELLITE OBSERVATIONS - April 04, 2006
 DI7549
 DI7549  HISTORY     - Date     Condition        Report By
 DI7549  HISTORY     - 1969     MONUMENTED       MNHD
 DI7549  HISTORY     - 20060404 GOOD             MNDT
 DI7549
 DI7549                          STATION DESCRIPTION
 DI7549
 DI7549'DESCRIBED BY MN DEPT OF TRANSP 2006 (MPP)
 DI7549'RECOVERED AS DESCRIBED.  THE MARK IS 10.2 MILES (16.4 KM) SOUTH OF RED
 DI7549'LAKE, 10.2 MILES (16.4 KM) SOUTH ALONG TRUNK HIGHWAY 89 FROM THE
 DI7549'JUNCTION OF TRUNK HIGHWAY 89 AND TRUNK HIGHWAY 1, 2.0 MILES (3 KM)
 DI7549'NORTH OF COUNTY ROAD 603, AT TRUNK HIGHWAY 889 MILEPOST 15.85, 110
 DI7549'FEET (33.5 M) EAST OF TRUNK HIGHWAY 89, 200 FEET (61.0 KM) NORTH OF
 DI7549'SWAMP, 20 FEET (6 M) SOUTH-SOUTHEAST OF NEBISH TRAIL POST, 13 FEET
 DI7549'(4.0 M) NORTHWEST OF Y-SHAPED ASPEN TREE, 1.0 FEET (0.3 M) SOUTHWEST
 DI7549'OF WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DI7544 ***********************************************************************
 DI7544  DESIGNATION -  0414 O O RESET
 DI7544  PID         -  DI7544
 DI7544  STATE/COUNTY-  MN/BELTRAMI
 DI7544  COUNTRY     -  US
 DI7544  USGS QUAD   -  AURE (2019)
 DI7544
 DI7544                         *CURRENT SURVEY CONTROL
 DI7544  ______________________________________________________________________
 DI7544* NAD 83(1986) POSITION- 47 41 25.1    (N) 094 59 59.9    (W)   HD_HELD2
 DI7544* NAVD 88 ORTHO HEIGHT -   437.127 (meters)     1434.14  (feet) ADJUSTED
 DI7544  ______________________________________________________________________
 DI7544  GEOID HEIGHT    -        -27.966 (meters)                     GEOID18
 DI7544  DYNAMIC HEIGHT  -        437.186 (meters)     1434.33  (feet) COMP
 DI7544  MODELED GRAVITY -    980,731.8   (mgal)                       NAVD 88
 DI7544
 DI7544  VERT ORDER      -  SECOND    CLASS I
 DI7544
 DI7544.The horizontal coordinates were established by autonomous hand held GPS
 DI7544.observations and have an estimated accuracy of +/- 10 meters.
 DI7544
 DI7544.The orthometric height was determined by differential leveling and
 DI7544.adjusted by the NATIONAL GEODETIC SURVEY
 DI7544.in October 2007.
 DI7544
 DI7544.No vertical observational check was made to the station.
 DI7544
 DI7544.Significant digits in the geoid height do not necessarily reflect accuracy.
 DI7544.GEOID18 height accuracy estimate available here.
 DI7544
 DI7544.Click photographs - Photos may exist for this station.
 DI7544
 DI7544.The dynamic height is computed by dividing the NAVD 88
 DI7544.geopotential number by the normal gravity value computed on the
 DI7544.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DI7544.degrees latitude (g = 980.6199 gals.).
 DI7544
 DI7544.The modeled gravity was interpolated from observed gravity values.
 DI7544
 DI7544;                    North         East    Units  Estimated Accuracy
 DI7544;SPC MN N     -   234,083.      657,395.      MT  (+/- 10 meters HH2 GPS)
 DI7544
 DI7544_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUN4992383817(NAD 83)
 DI7544
 DI7544                          SUPERSEDED SURVEY CONTROL
 DI7544
 DI7544  NAVD 88 (08/21/07)  437.160  (m)         1434.25   (f) SUPERSEDED  2 1
 DI7544
 DI7544.Superseded values are not recommended for survey control.
 DI7544
 DI7544.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DI7544.See file dsdata.pdf to determine how the superseded data were derived.
 DI7544
 DI7544_MARKER: DB = BENCH MARK DISK
 DI7544_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DI7544_STAMPING: 0414 O O RESET 1976
 DI7544_MARK LOGO: MNHD
 DI7544_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DI7544_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DI7544+STABILITY: SURFACE MOTION
 DI7544_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DI7544+SATELLITE: SATELLITE OBSERVATIONS - March 29, 2006
 DI7544
 DI7544  HISTORY     - Date     Condition        Report By
 DI7544  HISTORY     - 1976     MONUMENTED       MNHD
 DI7544  HISTORY     - 20060329 GOOD             MNDT
 DI7544
 DI7544                          STATION DESCRIPTION
 DI7544
 DI7544'DESCRIBED BY MN DEPT OF TRANSP 2006 (MPP)
 DI7544'THE MARK WAS RECOVERED IN GOOD CONDITION.  THE MARK IS 18.5 MILES
 DI7544'(29.8 KM) NORHTWEST OF BEMIDJI, 13.2 MILES (21.2 KM) NORTH ALONG TRUNK
 DI7544'HIGHWAY 89 FROM JUNCTION OF TRUNK HIGHWAY 89 AND TRUNK HIGHWAY 2 IN
 DI7544'WILTON, AT TRUNK HIGHWAY 89 MILEPOINT 13.0, 98.4 FEET (30.0 M) EAST OF
 DI7544'TRUNK HIGHWAY 89, 49.8 FEET (15.2 M) NORTH NORTHEAST OF DRIVEWAY
 DI7544'NUMBER 22170, 0.9 FEET (27.4 CM) WEST OF WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DI7553 ***********************************************************************
 DI7553  DESIGNATION -  0414 R
 DI7553  PID         -  DI7553
 DI7553  STATE/COUNTY-  MN/BELTRAMI
 DI7553  COUNTRY     -  US
 DI7553  USGS QUAD   -  AURE (2019)
 DI7553
 DI7553                         *CURRENT SURVEY CONTROL
 DI7553  ______________________________________________________________________
 DI7553* NAD 83(1986) POSITION- 47 39 45.3    (N) 095 00 50.7    (W)   HD_HELD2
 DI7553* NAVD 88 ORTHO HEIGHT -   418.101 (meters)     1371.72  (feet) ADJUSTED
 DI7553  ______________________________________________________________________
 DI7553  GEOID HEIGHT    -        -27.966 (meters)                     GEOID18
 DI7553  DYNAMIC HEIGHT  -        418.153 (meters)     1371.89  (feet) COMP
 DI7553  MODELED GRAVITY -    980,724.7   (mgal)                       NAVD 88
 DI7553
 DI7553  VERT ORDER      -  SECOND    CLASS I
 DI7553
 DI7553.The horizontal coordinates were established by autonomous hand held GPS
 DI7553.observations and have an estimated accuracy of +/- 10 meters.
 DI7553
 DI7553.The orthometric height was determined by differential leveling and
 DI7553.adjusted by the NATIONAL GEODETIC SURVEY
 DI7553.in October 2007.
 DI7553
 DI7553.No vertical observational check was made to the station.
 DI7553
 DI7553.Significant digits in the geoid height do not necessarily reflect accuracy.
 DI7553.GEOID18 height accuracy estimate available here.
 DI7553
 DI7553.Click photographs - Photos may exist for this station.
 DI7553
 DI7553.The dynamic height is computed by dividing the NAVD 88
 DI7553.geopotential number by the normal gravity value computed on the
 DI7553.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DI7553.degrees latitude (g = 980.6199 gals.).
 DI7553
 DI7553.The modeled gravity was interpolated from observed gravity values.
 DI7553
 DI7553;                    North         East    Units  Estimated Accuracy
 DI7553;SPC MN N     -   231,028.      656,260.      MT  (+/- 10 meters HH2 GPS)
 DI7553
 DI7553_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUN4878480763(NAD 83)
 DI7553
 DI7553                          SUPERSEDED SURVEY CONTROL
 DI7553
 DI7553  NAVD 88 (08/21/07)  418.128  (m)         1371.81   (f) SUPERSEDED  2 1
 DI7553
 DI7553.Superseded values are not recommended for survey control.
 DI7553
 DI7553.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DI7553.See file dsdata.pdf to determine how the superseded data were derived.
 DI7553
 DI7553_MARKER: DB = BENCH MARK DISK
 DI7553_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DI7553_STAMPING: 0414 R 1969
 DI7553_MARK LOGO: MNHD
 DI7553_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 DI7553_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DI7553+STABILITY: SURFACE MOTION
 DI7553_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DI7553+SATELLITE: SATELLITE OBSERVATIONS - April 06, 2006
 DI7553
 DI7553  HISTORY     - Date     Condition        Report By
 DI7553  HISTORY     - 1969     MONUMENTED       MNHD
 DI7553  HISTORY     - 20060406 GOOD             MNDT
 DI7553
 DI7553                          STATION DESCRIPTION
 DI7553
 DI7553'DESCRIBED BY MN DEPT OF TRANSP 2006 (MPP)
 DI7553'THE MARK WAS RECOVERED IN GOOD CONDITION. THE MARK IS 10.4 MILES (16.7
 DI7553'KM) NORTH OF WILTON, 10.9 MILES (17.5 KM) NORTHEAST AND NORTH ALONG
 DI7553'TRUNK HIGHWAY 89 FROM JUNCTION OF TRUNK HIGHWAY 89 AND TRUNK HIGHWAY
 DI7553'2, AT TRUNK HIGHWAY 89 MILEPOINT 11, 133 FEET (40.5 M) NORTHWEST OF
 DI7553'TRUNK HIGHWAY 89, 30 FEET (9.1 M) NORTH OF TELEPHONE PEDESTAL (NUMBER
 DI7553'920-22) , 0.6 FEET (18.3 CM) NORTHEAST OF WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DI7543 ***********************************************************************
 DI7543  DESIGNATION -  0414 S
 DI7543  PID         -  DI7543
 DI7543  STATE/COUNTY-  MN/BELTRAMI
 DI7543  COUNTRY     -  US
 DI7543  USGS QUAD   -  AURE (2019)
 DI7543
 DI7543                         *CURRENT SURVEY CONTROL
 DI7543  ______________________________________________________________________
 DI7543* NAD 83(1986) POSITION- 47 38 49.82   (N) 095 00 52.30   (W)   HD_HELD1
 DI7543* NAVD 88 ORTHO HEIGHT -   424.570 (meters)     1392.94  (feet) ADJUSTED
 DI7543  ______________________________________________________________________
 DI7543  GEOID HEIGHT    -        -27.974 (meters)                     GEOID18
 DI7543  DYNAMIC HEIGHT  -        424.622 (meters)     1393.11  (feet) COMP
 DI7543  MODELED GRAVITY -    980,721.6   (mgal)                       NAVD 88
 DI7543
 DI7543  VERT ORDER      -  SECOND    CLASS I
 DI7543
 DI7543.The horizontal coordinates were determined by differentially corrected
 DI7543.hand held GPS observations or other comparable positioning techniques
 DI7543.and have an estimated accuracy of +/- 3 meters.
 DI7543
 DI7543.The orthometric height was determined by differential leveling and
 DI7543.adjusted by the NATIONAL GEODETIC SURVEY
 DI7543.in October 2007.
 DI7543
 DI7543.No vertical observational check was made to the station.
 DI7543
 DI7543.Significant digits in the geoid height do not necessarily reflect accuracy.
 DI7543.GEOID18 height accuracy estimate available here.
 DI7543
 DI7543.Click photographs - Photos may exist for this station.
 DI7543
 DI7543.The dynamic height is computed by dividing the NAVD 88
 DI7543.geopotential number by the normal gravity value computed on the
 DI7543.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DI7543.degrees latitude (g = 980.6199 gals.).
 DI7543
 DI7543.The modeled gravity was interpolated from observed gravity values.
 DI7543
 DI7543;                    North         East    Units  Estimated Accuracy
 DI7543;SPC MN N     -   229,315.7     656,184.1     MT  (+/- 3 meters HH1 GPS) 
 DI7543
 DI7543_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUN4870679052(NAD 83)
 DI7543
 DI7543                          SUPERSEDED SURVEY CONTROL
 DI7543
 DI7543  NAVD 88 (08/21/07)  424.595  (m)         1393.03   (f) SUPERSEDED  2 1
 DI7543
 DI7543.Superseded values are not recommended for survey control.
 DI7543
 DI7543.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DI7543.See file dsdata.pdf to determine how the superseded data were derived.
 DI7543
 DI7543_MARKER: DB = BENCH MARK DISK
 DI7543_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DI7543_STAMPING: 0414 S 1969
 DI7543_MARK LOGO: MNHD
 DI7543_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 DI7543_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DI7543+STABILITY: SURFACE MOTION
 DI7543_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DI7543+SATELLITE: SATELLITE OBSERVATIONS - April 06, 2006
 DI7543
 DI7543  HISTORY     - Date     Condition        Report By
 DI7543  HISTORY     - 1969     MONUMENTED       MNHD
 DI7543  HISTORY     - 20060406 GOOD             MNDT
 DI7543
 DI7543                          STATION DESCRIPTION
 DI7543
 DI7543'DESCRIBED BY MN DEPT OF TRANSP 2006 (MPP)
 DI7543'THE MARK WAS RECOVERED IN GOOD CONDITION.  THE MARK IS 9.3 MILES (15.0
 DI7543'KM) NORTH OF WILTON, 9.8 MILES (15.8 KM) NORTHWEST AND NORTH ALONG
 DI7543'TRUNK HIGHWAY 89 FROM JUNCTION OF TRUNK HIGHWAY 89 AND TRUNK HIGHWAY
 DI7543'2, AT TRUNK HIGHWAY 89 MILEPOINT 9.9, 114 FEET (34.7 M) WEST OF TRUNK
 DI7543'HIGHWAY 89, CENTER OF FIELD ENTRANCE WEST, 37 FEET (11.3 M) SOUTHWEST
 DI7543'OF CABLE MARKER, 1.0 FOOT (0.3 M) EAST OF WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DG5559 ***********************************************************************
 DG5559  DESIGNATION -  0414 T
 DG5559  PID         -  DG5559
 DG5559  STATE/COUNTY-  MN/BELTRAMI
 DG5559  COUNTRY     -  US
 DG5559  USGS QUAD   -  AURE (2019)
 DG5559
 DG5559                         *CURRENT SURVEY CONTROL
 DG5559  ______________________________________________________________________
 DG5559* NAD 83(2011) POSITION- 47 37 43.74781(N) 095 00 50.39822(W)   ADJUSTED
 DG5559* NAD 83(2011) ELLIP HT-   412.167 (meters)        (06/27/12)   ADJUSTED
 DG5559* NAD 83(2011) EPOCH   -  2010.00
 DG5559* NAVD 88 ORTHO HEIGHT -   440.150 (meters)     1444.06  (feet) ADJUSTED
 DG5559  ______________________________________________________________________
 DG5559  GEOID HEIGHT    -        -27.986 (meters)                     GEOID18
 DG5559  NAD 83(2011) X  -   -376,391.056 (meters)                     COMP
 DG5559  NAD 83(2011) Y  - -4,290,096.146 (meters)                     COMP
 DG5559  NAD 83(2011) Z  -  4,689,466.390 (meters)                     COMP
 DG5559  LAPLACE CORR    -         -2.57  (seconds)                    DEFLEC18
 DG5559  DYNAMIC HEIGHT  -        440.202 (meters)     1444.23  (feet) COMP
 DG5559  MODELED GRAVITY -    980,718.0   (mgal)                       NAVD 88
 DG5559
 DG5559  VERT ORDER      -  SECOND    CLASS I
 DG5559
 DG5559  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DG5559  Standards:
 DG5559         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DG5559            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DG5559  -------------------------------------------------------------------
 DG5559  NETWORK    0.29   0.39           0.13   0.10   0.20      0.08371663
 DG5559  -------------------------------------------------------------------
 DG5559  Click here for local accuracies and other accuracy information.
 DG5559
 DG5559.The horizontal coordinates were established by GPS observations
 DG5559.and adjusted by the National Geodetic Survey in June 2012.
 DG5559
 DG5559.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DG5559.been affixed to the stable North American tectonic plate. See 
 DG5559.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DG5559
 DG5559.The horizontal coordinates are valid at the epoch date displayed above
 DG5559.which is a decimal equivalence of Year/Month/Day.
 DG5559
 DG5559.The orthometric height was determined by differential leveling and
 DG5559.adjusted by the NATIONAL GEODETIC SURVEY
 DG5559.in October 2007.
 DG5559
 DG5559.No vertical observational check was made to the station.
 DG5559
 DG5559.Significant digits in the geoid height do not necessarily reflect accuracy.
 DG5559.GEOID18 height accuracy estimate available here.
 DG5559
 DG5559.Click photographs - Photos may exist for this station.
 DG5559
 DG5559.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DG5559
 DG5559.The Laplace correction was computed from DEFLEC18 derived deflections.
 DG5559
 DG5559.The ellipsoidal height was determined by GPS observations
 DG5559.and is referenced to NAD 83.
 DG5559
 DG5559.The dynamic height is computed by dividing the NAVD 88
 DG5559.geopotential number by the normal gravity value computed on the
 DG5559.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DG5559.degrees latitude (g = 980.6199 gals.).
 DG5559
 DG5559.The modeled gravity was interpolated from observed gravity values.
 DG5559
 DG5559. The following values were computed from the NAD 83(2011) position.
 DG5559
 DG5559;                    North         East     Units Scale Factor Converg.
 DG5559;SPC MN N     -   227,274.954   656,173.306   MT  0.99990929   -1 25 07.3
 DG5559;SPC MN N     -   745,651.24  2,152,795.25   sFT  0.99990929   -1 25 07.3
 DG5559;UTM  15      - 5,277,011.376   348,693.018   MT  0.99988134   -1 29 17.6
 DG5559
 DG5559!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG5559!SPC MN N     -   0.99993540  x   0.99990929  =   0.99984470
 DG5559!UTM  15      -   0.99993540  x   0.99988134  =   0.99981675
 DG5559
 DG5559:                Primary Azimuth Mark                     Grid Az
 DG5559:SPC MN N     -  RAGGED                                   184 06 28.2
 DG5559:UTM  15      -  RAGGED                                   184 10 38.5
 DG5559
 DG5559_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUN4869377011(NAD 83)
 DG5559
 DG5559|---------------------------------------------------------------------|
 DG5559| PID    Reference Object                     Distance      Geod. Az  |
 DG5559|                                                           dddmmss.s |
 DG5559| DG5579 RAGGED                              485.053 METERS 1824120.9 |
 DG5559|---------------------------------------------------------------------|
 DG5559
 DG5559                          SUPERSEDED SURVEY CONTROL
 DG5559
 DG5559  NAD 83(2007)-  47 37 43.74792(N)    095 00 50.39923(W) AD(2002.00) 0
 DG5559  ELLIP H (02/10/07)  412.172  (m)                       GP(2002.00)    
 DG5559  NAD 83(1996)-  47 37 43.74779(N)    095 00 50.39915(W) AD(       ) 1
 DG5559  ELLIP H (05/19/04)  412.210  (m)                       GP(       ) 4 1
 DG5559  NAVD 88             440.15   (m)         1444.1    (f) LEVELING    3  
 DG5559  NAVD 88 (08/21/07)  440.171  (m)         1444.13   (f) SUPERSEDED  2 1
 DG5559  NAVD 88 (06/16/06)  440.2    (m)  GEOID03  model used  GPS OBS        
 DG5559  NAVD 88 (05/19/04)  440.2    (m)  GEOID99  model used  GPS OBS        
 DG5559
 DG5559.Superseded values are not recommended for survey control.
 DG5559
 DG5559.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG5559.See file dsdata.pdf to determine how the superseded data were derived.
 DG5559
 DG5559_MARKER: DB = BENCH MARK DISK
 DG5559_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG5559_STAMPING: 0414 T 1969
 DG5559_MARK LOGO: MNHD
 DG5559_PROJECTION: PROJECTING 3 CENTIMETERS
 DG5559_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DG5559_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DG5559+STABILITY: SURFACE MOTION
 DG5559_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG5559+SATELLITE: SATELLITE OBSERVATIONS - October 26, 2021
 DG5559
 DG5559  HISTORY     - Date     Condition        Report By
 DG5559  HISTORY     - 1969     MONUMENTED       MNHD
 DG5559  HISTORY     - 20030708 GOOD             MNDT
 DG5559  HISTORY     - 20050829 GOOD             MNDT
 DG5559  HISTORY     - 20060329 GOOD             MNDT
 DG5559  HISTORY     - 20061102 GOOD             MNDT
 DG5559  HISTORY     - 20211026 GOOD             MNDT
 DG5559
 DG5559                          STATION DESCRIPTION
 DG5559
 DG5559'DESCRIBED BY MN DEPT OF TRANSP 2003 (MPP)
 DG5559'THE MARK WAS RECOVERED 9 MILES (14.5 KM) NORTH OF WILTON, 8.65 MILES
 DG5559'(13.92 KM) NORTH ALONG TRUNK HIGHWAY 89 FROM THE JUNCTION OF TRUNK
 DG5559'HIGHWAY 2 (1 MI EAST OF WILTON) , 75 FT (22.9 M) EAST OF THE
 DG5559'CENTERLINE OF TRUNK HIGHWAY 89 AT MILEPOINT 8.65, 72 FT (21.9 M) SOUTH
 DG5559'OF THE CENTER OF COUNTY RD 600, 48.6 FT (14.8 M) SW OF POWERLINE POLE,
 DG5559'0.8 FT (24.4 CM) WEST OF WITNESS SIGN.  THE MARK IS A MNHD BENCH MARK
 DG5559'DISK IN A CONCRETE MONUMENT, PROJECTING 1 INCH, MAGNETIC.
 DG5559
 DG5559                          STATION RECOVERY (2005)
 DG5559
 DG5559'RECOVERY NOTE BY MN DEPT OF TRANSP 2005 (MPP)
 DG5559'9 MILES NORTH OF WILTON, 8.65 MILES NORTH ALONG TRUNK HIGHWAY 89 FROM
 DG5559'JUNCTION OF TRUNK HIGHWAY 89 AND TRUNK HIGHWAY 2 (1 MILES EAST OF
 DG5559'WILTON), AT TRUNK HIGHWAY 89 MILEPOINT 8.65, 72 FEET SOUTH AND 75 FEET
 DG5559'EAST OF JUNCTION OF TRUNK HIGHWAY 89 AND COUNTY ROAD 600, 48.6 FEET
 DG5559'SOUTHWEST OF POWER POLE, 0.8 FEET WEST OF WITNESS SIGN
 DG5559
 DG5559                          STATION RECOVERY (2006)
 DG5559
 DG5559'RECOVERY NOTE BY MN DEPT OF TRANSP 2006 (MPP)
 DG5559'RECOVERED AS DESCRIBED.
 DG5559
 DG5559                          STATION RECOVERY (2006)
 DG5559
 DG5559'RECOVERY NOTE BY MN DEPT OF TRANSP 2006 (DJS)
 DG5559'9 MILES NORTH OF WILTON, 8.65 MILES NORTH ALONG TRUNK HIGHWAY 89 FROM
 DG5559'JUNCTION OF TRUNK HIGHWAY 89 AND TRUNK HIGHWAY 2 (1 MILES EAST OF
 DG5559'WILTON), AT TRUNK HIGHWAY 89 MILEPOINT 8.65, 72 FEET SOUTH AND 75 FEET
 DG5559'EAST OF JUNCTION OF TRUNK HIGHWAY 89 AND COUNTY ROAD 600, 0.8 FEET
 DG5559'WEST OF WITNESS SIGN.
 DG5559
 DG5559                          STATION RECOVERY (2021)
 DG5559
 DG5559'RECOVERY NOTE BY MN DEPT OF TRANSP 2021 (KMS)
 DG5559'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DG5560 ***********************************************************************
 DG5560  DESIGNATION -  0414 U RESET
 DG5560  PID         -  DG5560
 DG5560  STATE/COUNTY-  MN/BELTRAMI
 DG5560  COUNTRY     -  US
 DG5560  USGS QUAD   -  WILTON (2019)
 DG5560
 DG5560                         *CURRENT SURVEY CONTROL
 DG5560  ______________________________________________________________________
 DG5560* NAD 83(2011) POSITION- 47 36 51.66862(N) 095 00 50.77984(W)   ADJUSTED
 DG5560* NAD 83(2011) ELLIP HT-   410.538 (meters)        (06/27/12)   ADJUSTED
 DG5560* NAD 83(2011) EPOCH   -  2010.00
 DG5560* NAVD 88 ORTHO HEIGHT -   438.525 (meters)     1438.73  (feet) ADJUSTED
 DG5560  ______________________________________________________________________
 DG5560  GEOID HEIGHT    -        -27.997 (meters)                     GEOID18
 DG5560  NAD 83(2011) X  -   -376,502.750 (meters)                     COMP
 DG5560  NAD 83(2011) Y  - -4,291,278.042 (meters)                     COMP
 DG5560  NAD 83(2011) Z  -  4,688,381.002 (meters)                     COMP
 DG5560  LAPLACE CORR    -         -2.43  (seconds)                    DEFLEC18
 DG5560  DYNAMIC HEIGHT  -        438.575 (meters)     1438.89  (feet) COMP
 DG5560  MODELED GRAVITY -    980,715.3   (mgal)                       NAVD 88
 DG5560
 DG5560  VERT ORDER      -  SECOND    CLASS I
 DG5560
 DG5560  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DG5560  Standards:
 DG5560         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DG5560            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DG5560  -------------------------------------------------------------------
 DG5560  NETWORK    0.39   0.41           0.18   0.13   0.21      0.09471381
 DG5560  -------------------------------------------------------------------
 DG5560  Click here for local accuracies and other accuracy information.
 DG5560
 DG5560.The horizontal coordinates were established by GPS observations
 DG5560.and adjusted by the National Geodetic Survey in June 2012.
 DG5560
 DG5560.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DG5560.been affixed to the stable North American tectonic plate. See 
 DG5560.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DG5560
 DG5560.The horizontal coordinates are valid at the epoch date displayed above
 DG5560.which is a decimal equivalence of Year/Month/Day.
 DG5560
 DG5560.The orthometric height was determined by differential leveling and
 DG5560.adjusted by the NATIONAL GEODETIC SURVEY
 DG5560.in October 2007.
 DG5560
 DG5560.No vertical observational check was made to the station.
 DG5560
 DG5560.Significant digits in the geoid height do not necessarily reflect accuracy.
 DG5560.GEOID18 height accuracy estimate available here.
 DG5560
 DG5560.Click photographs - Photos may exist for this station.
 DG5560
 DG5560.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DG5560
 DG5560.The Laplace correction was computed from DEFLEC18 derived deflections.
 DG5560
 DG5560.The ellipsoidal height was determined by GPS observations
 DG5560.and is referenced to NAD 83.
 DG5560
 DG5560.The dynamic height is computed by dividing the NAVD 88
 DG5560.geopotential number by the normal gravity value computed on the
 DG5560.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DG5560.degrees latitude (g = 980.6199 gals.).
 DG5560
 DG5560.The modeled gravity was interpolated from observed gravity values.
 DG5560
 DG5560. The following values were computed from the NAD 83(2011) position.
 DG5560
 DG5560;                    North         East     Units Scale Factor Converg.
 DG5560;SPC MN N     -   225,667.367   656,125.522   MT  0.99991023   -1 25 07.6
 DG5560;SPC MN N     -   740,377.02  2,152,638.48   sFT  0.99991023   -1 25 07.6
 DG5560;UTM  15      - 5,275,403.895   348,643.289   MT  0.99988153   -1 29 16.6
 DG5560
 DG5560!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG5560!SPC MN N     -   0.99993566  x   0.99991023  =   0.99984589
 DG5560!UTM  15      -   0.99993566  x   0.99988153  =   0.99981719
 DG5560
 DG5560:                Primary Azimuth Mark                     Grid Az
 DG5560:SPC MN N     -  0414 T                                   001 42 09.3
 DG5560:UTM  15      -  0414 T                                   001 46 18.3
 DG5560
 DG5560_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUN4864375403(NAD 83)
 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  NAD 83(2007)-  47 36 51.66871(N)    095 00 50.78082(W) AD(2002.00) 0
 DG5560  ELLIP H (02/10/07)  410.542  (m)                       GP(2002.00)    
 DG5560  NAD 83(1996)-  47 36 51.66859(N)    095 00 50.78075(W) AD(       ) 1
 DG5560  ELLIP H (05/19/04)  410.578  (m)                       GP(       ) 4 1
 DG5560  NAVD 88             438.52   (m)         1438.7    (f) LEVELING    3  
 DG5560  NAVD 88 (08/21/07)  438.544  (m)         1438.79   (f) SUPERSEDED  2 1
 DG5560  NAVD 88 (05/19/04)  438.5    (m)  GEOID99  model used  GPS OBS        
 DG5560
 DG5560.Superseded values are not recommended for survey control.
 DG5560
 DG5560.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG5560.See file dsdata.pdf to determine how the superseded data were derived.
 DG5560
 DG5560_MARKER: DB = BENCH MARK DISK
 DG5560_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG5560_STAMPING: 0414 U RESET 1977
 DG5560_MARK LOGO: MNHD
 DG5560_PROJECTION: RECESSED 8 CENTIMETERS
 DG5560_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DG5560_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DG5560+STABILITY: SURFACE MOTION
 DG5560_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG5560+SATELLITE: SATELLITE OBSERVATIONS - November 02, 2006
 DG5560
 DG5560  HISTORY     - Date     Condition        Report By
 DG5560  HISTORY     - 1977     MONUMENTED       MNHD
 DG5560  HISTORY     - 20030708 GOOD             MNDT
 DG5560  HISTORY     - 20060329 GOOD             MNDT
 DG5560  HISTORY     - 20061102 GOOD             MNDT
 DG5560
 DG5560                          STATION DESCRIPTION
 DG5560
 DG5560'DESCRIBED BY MN DEPT OF TRANSP 2003 (MPP)
 DG5560'THE MARK WAS RECOVERED 7 MILES (11.3 KM) NORTH OF WILTON, 7.65 MILES
 DG5560'(12.31 KM) NW AND NORTH ALONG TRUNK HIGHWAY 89 FROM THE JUNCTION OF
 DG5560'TRUNK HIGHWAY 2, 72 FT (21.9 M) WEST OF THE CENTERLINE AT TRUNK
 DG5560'HIGHWAY 89 MILEPOINT 7.65, 52 FT (15.8 M) SOUTH OF THE CENTER OF
 DG5560'HARDWOODS ROAD NW, 0.3 FT (9.1 CM) EAST OF WITNESS POST.  THE MARK IS
 DG5560'A MNHD BENCHMARK DISK IN A CONCRETE MONUMENT, RECESSED 3 INCHES,
 DG5560'MAGNETIC.
 DG5560
 DG5560                          STATION RECOVERY (2006)
 DG5560
 DG5560'RECOVERY NOTE BY MN DEPT OF TRANSP 2006 (MPP)
 DG5560'RECOVERED AS DESCRIBED.
 DG5560
 DG5560                          STATION RECOVERY (2006)
 DG5560
 DG5560'RECOVERY NOTE BY MN DEPT OF TRANSP 2006 (DJS)
 DG5560'7 MILES NORTH OF WILTON, 7.65 MILES NORTHWEST AND NORTH ALONG TRUNK
 DG5560'HIGHWAY 89 FRON JUNCTION OF TRUNK HIGHWAY 89 AND TRUNK HIGHWAY 2 NEAR
 DG5560'WILTON, AT TRUNK HIGHWAY 89 MILEPOINT 7.65, 72 FEET WEST OF TRUNK
 DG5560'HIGHWAY 89, 52 FEET SOUTH OF HARDWOODS ROAD NORTHWEST, 0.3 FEET EAST
 DG5560'OF WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DI7548 ***********************************************************************
 DI7548  DESIGNATION -  0414 V RESET
 DI7548  PID         -  DI7548
 DI7548  STATE/COUNTY-  MN/BELTRAMI
 DI7548  COUNTRY     -  US
 DI7548  USGS QUAD   -  WILTON (2019)
 DI7548
 DI7548                         *CURRENT SURVEY CONTROL
 DI7548  ______________________________________________________________________
 DI7548* NAD 83(1986) POSITION- 47 36 00.9    (N) 095 00 47.3    (W)   HD_HELD2
 DI7548* NAVD 88 ORTHO HEIGHT -   428.920 (meters)     1407.22  (feet) ADJUSTED
 DI7548  ______________________________________________________________________
 DI7548  GEOID HEIGHT    -        -28.009 (meters)                     GEOID18
 DI7548  DYNAMIC HEIGHT  -        428.968 (meters)     1407.37  (feet) COMP
 DI7548  MODELED GRAVITY -    980,712.8   (mgal)                       NAVD 88
 DI7548
 DI7548  VERT ORDER      -  SECOND    CLASS I
 DI7548
 DI7548.The horizontal coordinates were established by autonomous hand held GPS
 DI7548.observations and have an estimated accuracy of +/- 10 meters.
 DI7548
 DI7548.The orthometric height was determined by differential leveling and
 DI7548.adjusted by the NATIONAL GEODETIC SURVEY
 DI7548.in October 2007.
 DI7548
 DI7548.No vertical observational check was made to the station.
 DI7548
 DI7548.Significant digits in the geoid height do not necessarily reflect accuracy.
 DI7548.GEOID18 height accuracy estimate available here.
 DI7548
 DI7548.Click photographs - Photos may exist for this station.
 DI7548
 DI7548.The dynamic height is computed by dividing the NAVD 88
 DI7548.geopotential number by the normal gravity value computed on the
 DI7548.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DI7548.degrees latitude (g = 980.6199 gals.).
 DI7548
 DI7548.The modeled gravity was interpolated from observed gravity values.
 DI7548
 DI7548;                    North         East    Units  Estimated Accuracy
 DI7548;SPC MN N     -   224,098.      656,159.      MT  (+/- 10 meters HH2 GPS)
 DI7548
 DI7548_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUN4867573834(NAD 83)
 DI7548
 DI7548                          SUPERSEDED SURVEY CONTROL
 DI7548
 DI7548  NAVD 88 (08/21/07)  428.937  (m)         1407.27   (f) SUPERSEDED  2 1
 DI7548
 DI7548.Superseded values are not recommended for survey control.
 DI7548
 DI7548.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DI7548.See file dsdata.pdf to determine how the superseded data were derived.
 DI7548
 DI7548_MARKER: DR = REFERENCE MARK DISK
 DI7548_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DI7548_STAMPING: RESET 0414 V 1978
 DI7548_MARK LOGO: MNHD
 DI7548_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DI7548_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DI7548+STABILITY: SURFACE MOTION
 DI7548_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DI7548+SATELLITE: SATELLITE OBSERVATIONS - March 29, 2006
 DI7548
 DI7548  HISTORY     - Date     Condition        Report By
 DI7548  HISTORY     - 1978     MONUMENTED       MNHD
 DI7548  HISTORY     - 20060329 GOOD             MNDT
 DI7548
 DI7548                          STATION DESCRIPTION
 DI7548
 DI7548'DESCRIBED BY MN DEPT OF TRANSP 2006 (MPP)
 DI7548'THE MARK WAS RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.
 DI7548'THE MARK IS 6 MILES (9.7 KM) NORTH OF WILTON, 6.65 MILES (10.70 KM)
 DI7548'NORTHWEST AND NORTH ALONG TRUNK HIGHWAY 89 FROM JUNCTION OF TRUNK
 DI7548'HIGHWAY 89 AND TRUNK HIGHWAY 2 NEAR WILTON, AT TRUNK HIGHWAY 89
 DI7548'MILEPOINT 6.65, 137 FEET (41.8 M) EAST OF TRUNK HIGHWAY 89, 108 FEET
 DI7548'(32.9 M) NORTH OF NESS ROAD NORTHWEST, 82 FEET (25.0 M)
 DI7548'NORTH-NORTHWEST OF RIGHT OF WAY POST, 39.6 FEET (12.1 M)
 DI7548'EAST-NORTHEAST OF RIGHT OF WAY POST, 0.3 FEET (9.1 CM) WEST OF WITNESS
 DI7548'POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DG5561 ***********************************************************************
 DG5561  DESIGNATION -  0414 W RESET
 DG5561  PID         -  DG5561
 DG5561  STATE/COUNTY-  MN/BELTRAMI
 DG5561  COUNTRY     -  US
 DG5561  USGS QUAD   -  WILTON (2019)
 DG5561
 DG5561                         *CURRENT SURVEY CONTROL
 DG5561  ______________________________________________________________________
 DG5561* NAD 83(2011) POSITION- 47 35 08.38225(N) 095 00 47.23938(W)   ADJUSTED
 DG5561* NAD 83(2011) ELLIP HT-   408.783 (meters)        (06/27/12)   ADJUSTED
 DG5561* NAD 83(2011) EPOCH   -  2010.00
 DG5561* NAVD 88 ORTHO HEIGHT -   436.795 (meters)     1433.05  (feet) ADJUSTED
 DG5561  ______________________________________________________________________
 DG5561  GEOID HEIGHT    -        -28.018 (meters)                     GEOID18
 DG5561  NAD 83(2011) X  -   -376,634.843 (meters)                     COMP
 DG5561  NAD 83(2011) Y  - -4,293,630.064 (meters)                     COMP
 DG5561  NAD 83(2011) Z  -  4,686,228.610 (meters)                     COMP
 DG5561  LAPLACE CORR    -         -2.43  (seconds)                    DEFLEC18
 DG5561  DYNAMIC HEIGHT  -        436.843 (meters)     1433.21  (feet) COMP
 DG5561  MODELED GRAVITY -    980,710.4   (mgal)                       NAVD 88
 DG5561
 DG5561  VERT ORDER      -  SECOND    CLASS I
 DG5561
 DG5561  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DG5561  Standards:
 DG5561         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DG5561            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DG5561  -------------------------------------------------------------------
 DG5561  NETWORK    0.40   0.41           0.18   0.14   0.21      0.03226995
 DG5561  -------------------------------------------------------------------
 DG5561  Click here for local accuracies and other accuracy information.
 DG5561
 DG5561.The horizontal coordinates were established by GPS observations
 DG5561.and adjusted by the National Geodetic Survey in June 2012.
 DG5561
 DG5561.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DG5561.been affixed to the stable North American tectonic plate. See 
 DG5561.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DG5561
 DG5561.The horizontal coordinates are valid at the epoch date displayed above
 DG5561.which is a decimal equivalence of Year/Month/Day.
 DG5561
 DG5561.The orthometric height was determined by differential leveling and
 DG5561.adjusted by the NATIONAL GEODETIC SURVEY
 DG5561.in October 2007.
 DG5561
 DG5561.No vertical observational check was made to the station.
 DG5561
 DG5561.Significant digits in the geoid height do not necessarily reflect accuracy.
 DG5561.GEOID18 height accuracy estimate available here.
 DG5561
 DG5561.Click photographs - Photos may exist for this station.
 DG5561
 DG5561.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DG5561
 DG5561.The Laplace correction was computed from DEFLEC18 derived deflections.
 DG5561
 DG5561.The ellipsoidal height was determined by GPS observations
 DG5561.and is referenced to NAD 83.
 DG5561
 DG5561.The dynamic height is computed by dividing the NAVD 88
 DG5561.geopotential number by the normal gravity value computed on the
 DG5561.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DG5561.degrees latitude (g = 980.6199 gals.).
 DG5561
 DG5561.The modeled gravity was interpolated from observed gravity values.
 DG5561
 DG5561. The following values were computed from the NAD 83(2011) position.
 DG5561
 DG5561;                    North         East     Units Scale Factor Converg.
 DG5561;SPC MN N     -   222,476.897   656,120.496   MT  0.99991227   -1 25 05.0
 DG5561;SPC MN N     -   729,909.62  2,152,621.99   sFT  0.99991227   -1 25 05.0
 DG5561;UTM  15      - 5,272,213.527   348,634.430   MT  0.99988156   -1 29 11.6
 DG5561
 DG5561!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG5561!SPC MN N     -   0.99993593  x   0.99991227  =   0.99984821
 DG5561!UTM  15      -   0.99993593  x   0.99988156  =   0.99981750
 DG5561
 DG5561:                Primary Azimuth Mark                     Grid Az
 DG5561:SPC MN N     -  0414 X RESET                             184 34 47.9
 DG5561:UTM  15      -  0414 X RESET                             184 38 54.5
 DG5561
 DG5561_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUN4863472213(NAD 83)
 DG5561
 DG5561|---------------------------------------------------------------------|
 DG5561| PID    Reference Object                     Distance      Geod. Az  |
 DG5561|                                                           dddmmss.s |
 DG5561| DG5562 0414 X RESET                        APPROX. 1.6 KM 1830942.9 |
 DG5561|---------------------------------------------------------------------|
 DG5561
 DG5561                          SUPERSEDED SURVEY CONTROL
 DG5561
 DG5561  NAD 83(2007)-  47 35 08.38217(N)    095 00 47.24046(W) AD(2002.00) 0
 DG5561  ELLIP H (02/10/07)  408.799  (m)                       GP(2002.00)    
 DG5561  NAD 83(1996)-  47 35 08.38205(N)    095 00 47.24037(W) AD(       ) 1
 DG5561  ELLIP H (05/19/04)  408.832  (m)                       GP(       ) 4 1
 DG5561  NAVD 88             436.80   (m)         1433.1    (f) LEVELING    3  
 DG5561  NAVD 88 (08/21/07)  436.809  (m)         1433.10   (f) SUPERSEDED  2 1
 DG5561  NAVD 88 (05/19/04)  436.8    (m)  GEOID99  model used  GPS OBS        
 DG5561
 DG5561.Superseded values are not recommended for survey control.
 DG5561
 DG5561.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG5561.See file dsdata.pdf to determine how the superseded data were derived.
 DG5561
 DG5561_MARKER: DB = BENCH MARK DISK
 DG5561_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 DG5561_STAMPING: 0414 W RESET 1970
 DG5561_MARK LOGO: MNHD
 DG5561_PROJECTION: PROJECTING 3 CENTIMETERS
 DG5561_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DG5561_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DG5561_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG5561+SATELLITE: SATELLITE OBSERVATIONS - January 28, 2020
 DG5561
 DG5561  HISTORY     - Date     Condition        Report By
 DG5561  HISTORY     - 1970     MONUMENTED       MNHD
 DG5561  HISTORY     - 20030708 GOOD             MNDT
 DG5561  HISTORY     - 20060329 GOOD             MNDT
 DG5561  HISTORY     - 20061102 GOOD             MNDT
 DG5561  HISTORY     - 20100624 GOOD             MNDT
 DG5561  HISTORY     - 20200128 GOOD             MNDT
 DG5561
 DG5561                          STATION DESCRIPTION
 DG5561
 DG5561'DESCRIBED BY MN DEPT OF TRANSP 2003 (MPP)
 DG5561'THE MARK WAS RECOVERED 6 MILES (9.7 KM) NORTH OF WILTON, 5.65 MILES
 DG5561'(9.09 KM) NORTH ALONG TRUNK HIGHWAY 89 FROM THE JUNCTION OF TRUNK
 DG5561'HIGHWAY 2 NEAR WILTON, 177 FT (53.9 M) EAST OF THE CENTERLINE OF TRUNK
 DG5561'HIGHWAY 89 AT MILEPOINT 5.65, 65 FT (19.8 M) NORTH OF THE CENTER OF
 DG5561'COUNTY ROAD 22, 66 FT (20.1 M) ESE OF POWERLINE POLE, 65.5 FT (20.0 M)
 DG5561'ENE OF POWERLINE POLE, 30.2 FT (9.2 M) WSW OF RIGHT OF WAY POST, 0.5
 DG5561'FT (15.2 CM) WEST OF WITNESS POST.  THE MARK IS A MNHD BENCHMARK DISK
 DG5561'IN A CONCRETE MONUMENT, PROJECTING 1 INCH, MAGNETIC.
 DG5561
 DG5561                          STATION RECOVERY (2006)
 DG5561
 DG5561'RECOVERY NOTE BY MN DEPT OF TRANSP 2006 (MPP)
 DG5561'RECOVERED AS DESCRIBED.
 DG5561
 DG5561                          STATION RECOVERY (2006)
 DG5561
 DG5561'RECOVERY NOTE BY MN DEPT OF TRANSP 2006 (DJS)
 DG5561'6.0 MILES NORTH OF WILTON, 5.65 MILES NORTH ALONG TRUNK HIGHWAY 89
 DG5561'FROM JUNCTION OF TRUNK HIGHWAY 89 AND TRUNK HIGHWAY 2 NEAR WILTON, AT
 DG5561'TRUNK HIGHWAY 89 MILEPOINT 5.65, 177 FEET EAST OF TRUNK HIGHWAY 89, 65
 DG5561'FEET NORTH OF COUNTY ROAD 22, 66 FEET EAST-SOUTHEAST OF POWER POLE,
 DG5561'65.5 FEET EAST-NORTHEAST OF POWER POLE, 30.2 FEET WEST-SOUTHWEST OF
 DG5561'RIGHT OF WAY POST, 0.5 FEET WEST OF WITNESS POST.
 DG5561
 DG5561                          STATION RECOVERY (2010)
 DG5561
 DG5561'RECOVERY NOTE BY MN DEPT OF TRANSP 2010 (DDS)
 DG5561'RECOVERED AS DESCRIBED.
 DG5561
 DG5561                          STATION RECOVERY (2020)
 DG5561
 DG5561'RECOVERY NOTE BY MN DEPT OF TRANSP 2020 (KMS)
 DG5561'6.0 MI (9.7 KM) NORTH OF WILTON, 5.65 MI (9.09 KM) NORTH ALONG TRUNK
 DG5561'HIGHWAY 89 FROM THE JUNCTION OF TRUNK HIGHWAY 89 AND TRUNK HIGHWAY 2
 DG5561'IN WILTON, AT TRUNK HIGHWAY 89 MILE POINT 5.65, 177.0 FT (53.9 M) EAST
 DG5561'OF TRUNK HIGHWAY 89, 65.0 FT (19.8 M) NORTH OF COUNTY ROAD 22, 66.0 FT
 DG5561'(20.1 M) EAST-SOUTHEAST OF A POWER POLE, 65.5 FT (20.0 M)
 DG5561'EAST-NORTHEAST OF A POWER POLE, 30.2 FT (9.2 M) WEST-SOUTHWEST OF A
 DG5561'RIGHT-OF-WAY POST, 0.5 FT (15 CM) WEST OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DG5562 ***********************************************************************
 DG5562  DESIGNATION -  0414 X RESET
 DG5562  PID         -  DG5562
 DG5562  STATE/COUNTY-  MN/BELTRAMI
 DG5562  COUNTRY     -  US
 DG5562  USGS QUAD   -  WILTON (2019)
 DG5562
 DG5562                         *CURRENT SURVEY CONTROL
 DG5562  ______________________________________________________________________
 DG5562* NAD 83(2011) POSITION- 47 34 16.53770(N) 095 00 51.47140(W)   ADJUSTED
 DG5562* NAD 83(2011) ELLIP HT-   401.802 (meters)        (06/27/12)   ADJUSTED
 DG5562* NAD 83(2011) EPOCH   -  2010.00
 DG5562* NAVD 88 ORTHO HEIGHT -   429.821 (meters)     1410.17  (feet) ADJUSTED
 DG5562  ______________________________________________________________________
 DG5562  GEOID HEIGHT    -        -28.024 (meters)                     GEOID18
 DG5562  NAD 83(2011) X  -   -376,825.842 (meters)                     COMP
 DG5562  NAD 83(2011) Y  - -4,294,795.177 (meters)                     COMP
 DG5562  NAD 83(2011) Z  -  4,685,143.276 (meters)                     COMP
 DG5562  LAPLACE CORR    -         -2.37  (seconds)                    DEFLEC18
 DG5562  DYNAMIC HEIGHT  -        429.868 (meters)     1410.33  (feet) COMP
 DG5562  MODELED GRAVITY -    980,708.2   (mgal)                       NAVD 88
 DG5562
 DG5562  VERT ORDER      -  SECOND    CLASS I
 DG5562
 DG5562  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DG5562  Standards:
 DG5562         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DG5562            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DG5562  -------------------------------------------------------------------
 DG5562  NETWORK    0.46   0.45           0.21   0.16   0.23     -0.00671665
 DG5562  -------------------------------------------------------------------
 DG5562  Click here for local accuracies and other accuracy information.
 DG5562
 DG5562.The horizontal coordinates were established by GPS observations
 DG5562.and adjusted by the National Geodetic Survey in June 2012.
 DG5562
 DG5562.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DG5562.been affixed to the stable North American tectonic plate. See 
 DG5562.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DG5562
 DG5562.The horizontal coordinates are valid at the epoch date displayed above
 DG5562.which is a decimal equivalence of Year/Month/Day.
 DG5562
 DG5562.The orthometric height was determined by differential leveling and
 DG5562.adjusted by the NATIONAL GEODETIC SURVEY
 DG5562.in October 2007.
 DG5562
 DG5562.No vertical observational check was made to the station.
 DG5562
 DG5562.Significant digits in the geoid height do not necessarily reflect accuracy.
 DG5562.GEOID18 height accuracy estimate available here.
 DG5562
 DG5562.Click photographs - Photos may exist for this station.
 DG5562
 DG5562.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DG5562
 DG5562.The Laplace correction was computed from DEFLEC18 derived deflections.
 DG5562
 DG5562.The ellipsoidal height was determined by GPS observations
 DG5562.and is referenced to NAD 83.
 DG5562
 DG5562.The dynamic height is computed by dividing the NAVD 88
 DG5562.geopotential number by the normal gravity value computed on the
 DG5562.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DG5562.degrees latitude (g = 980.6199 gals.).
 DG5562
 DG5562.The modeled gravity was interpolated from observed gravity values.
 DG5562
 DG5562. The following values were computed from the NAD 83(2011) position.
 DG5562
 DG5562;                    North         East     Units Scale Factor Converg.
 DG5562;SPC MN N     -   220,878.553   655,992.459   MT  0.99991339   -1 25 08.1
 DG5562;SPC MN N     -   724,665.72  2,152,201.93   sFT  0.99991339   -1 25 08.1
 DG5562;UTM  15      - 5,270,615.387   348,504.491   MT  0.99988204   -1 29 13.4
 DG5562
 DG5562!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG5562!SPC MN N     -   0.99993703  x   0.99991339  =   0.99985042
 DG5562!UTM  15      -   0.99993703  x   0.99988204  =   0.99981907
 DG5562
 DG5562:                Primary Azimuth Mark                     Grid Az
 DG5562:SPC MN N     -  0414 W RESET                             004 34 47.8
 DG5562:UTM  15      -  0414 W RESET                             004 38 53.1
 DG5562
 DG5562_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUN4850470615(NAD 83)
 DG5562
 DG5562|---------------------------------------------------------------------|
 DG5562| PID    Reference Object                     Distance      Geod. Az  |
 DG5562|                                                           dddmmss.s |
 DG5562| DG5561 0414 W RESET                        APPROX. 1.6 KM 0030939.7 |
 DG5562| DG5563 0414 Y                              APPROX. 1.6 KM 1794318.7 |
 DG5562|---------------------------------------------------------------------|
 DG5562
 DG5562                          SUPERSEDED SURVEY CONTROL
 DG5562
 DG5562  NAD 83(2007)-  47 34 16.53773(N)    095 00 51.47238(W) AD(2002.00) 0
 DG5562  ELLIP H (02/10/07)  401.812  (m)                       GP(2002.00)    
 DG5562  NAD 83(1996)-  47 34 16.53760(N)    095 00 51.47226(W) AD(       ) 1
 DG5562  ELLIP H (05/19/04)  401.843  (m)                       GP(       ) 4 1
 DG5562  NAVD 88             429.82   (m)         1410.2    (f) LEVELING    3  
 DG5562  NAVD 88 (08/21/07)  429.833  (m)         1410.21   (f) SUPERSEDED  2 1
 DG5562  NAVD 88 (05/19/04)  429.8    (m)  GEOID99  model used  GPS OBS        
 DG5562
 DG5562.Superseded values are not recommended for survey control.
 DG5562
 DG5562.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG5562.See file dsdata.pdf to determine how the superseded data were derived.
 DG5562
 DG5562_MARKER: DR = REFERENCE MARK DISK
 DG5562_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG5562_STAMPING: RESET 0414 X 1977
 DG5562_MARK LOGO: MNHD
 DG5562_PROJECTION: FLUSH
 DG5562_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DG5562_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DG5562+STABILITY: SURFACE MOTION
 DG5562_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG5562+SATELLITE: SATELLITE OBSERVATIONS - November 02, 2006
 DG5562
 DG5562  HISTORY     - Date     Condition        Report By
 DG5562  HISTORY     - 1977     MONUMENTED       MNHD
 DG5562  HISTORY     - 20030707 GOOD             MNDT
 DG5562  HISTORY     - 20060329 GOOD             MNDT
 DG5562  HISTORY     - 20061102 GOOD             MNDT
 DG5562
 DG5562                          STATION DESCRIPTION
 DG5562
 DG5562'DESCRIBED BY MN DEPT OF TRANSP 2003 (MPP)
 DG5562'THE MARK WAS RECOVERED 4 MILES (6.4 KM) NORTH OF WILTON, 4.65 MILES
 DG5562'(7.48 KM) NW AND NORTH ALONG TRUNK HIGHWAY 89 FROM THE JUNCTION OF
 DG5562'TRUNK HIGHWAY 2 NEAR WILTON, 171 FT (52.1 M) WEST OF THE CENTERLINE OF
 DG5562'TRUNK HIGHWAY 89 AT MILEPOINT 4.65, 51 FT (15.5 M) NORTH OF THE CENTER
 DG5562'OF TOWNSHIP ROAD, 34 FT (10.4 M) NE OF RIGHT OF WAY POST, 21.4 FT (6.5
 DG5562'M) ENE OF THE NE CORNER OF POWER BOX, 0.7 FT (21.3 CM) EAST OF WITNESS
 DG5562'POST.  THE MARK IS A MNHD REFERENCE MARK DISK IN A CONCRETE MONUMENT
 DG5562'PROJECTING 1 INCH, MAGNETIC.
 DG5562
 DG5562                          STATION RECOVERY (2006)
 DG5562
 DG5562'RECOVERY NOTE BY MN DEPT OF TRANSP 2006 (MPP)
 DG5562'RECOVERED AS DESCRIBED.
 DG5562
 DG5562                          STATION RECOVERY (2006)
 DG5562
 DG5562'RECOVERY NOTE BY MN DEPT OF TRANSP 2006 (DJS)
 DG5562'4 MILES NORTH OF WILTON, 4.65 MILES NORTHWEST AND NORTH ALONG TRUNK
 DG5562'HIGHWAY 89 FROM JUNCTION OF TRUNK HIGHWAY 89 AND TRUNK HIGHWAY 2 NEAR
 DG5562'WILTON, AT TRUNK HIGHWAY 89 MILEPOINT 4.65, 171 FEET WEST OF TRUNK
 DG5562'HIGHWAY 89, 51 FEET NORTH OF EAST-WEST TOWNSHIP ROAD, 34 FEET
 DG5562'NORTHEAST OF RIGHT OF WAY POST, 12.2 FEET EAST-NORTHEAST OF NORTHEAST
 DG5562'CORNER OF POWER BOX, 0.7 FEET EAST WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DG5563 ***********************************************************************
 DG5563  DESIGNATION -  0414 Y
 DG5563  PID         -  DG5563
 DG5563  STATE/COUNTY-  MN/BELTRAMI
 DG5563  COUNTRY     -  US
 DG5563  USGS QUAD   -  WILTON (2019)
 DG5563
 DG5563                         *CURRENT SURVEY CONTROL
 DG5563  ______________________________________________________________________
 DG5563* NAD 83(2011) POSITION- 47 33 23.89045(N) 095 00 51.09386(W)   ADJUSTED
 DG5563* NAD 83(2011) ELLIP HT-   399.035 (meters)        (06/27/12)   ADJUSTED
 DG5563* NAD 83(2011) EPOCH   -  2010.00
 DG5563* NAVD 88 ORTHO HEIGHT -   427.059 (meters)     1401.11  (feet) ADJUSTED
 DG5563  ______________________________________________________________________
 DG5563  GEOID HEIGHT    -        -28.028 (meters)                     GEOID18
 DG5563  NAD 83(2011) X  -   -376,922.707 (meters)                     COMP
 DG5563  NAD 83(2011) Y  - -4,295,989.491 (meters)                     COMP
 DG5563  NAD 83(2011) Z  -  4,684,044.028 (meters)                     COMP
 DG5563  LAPLACE CORR    -         -2.33  (seconds)                    DEFLEC18
 DG5563  DYNAMIC HEIGHT  -        427.104 (meters)     1401.26  (feet) COMP
 DG5563  MODELED GRAVITY -    980,706.1   (mgal)                       NAVD 88
 DG5563
 DG5563  VERT ORDER      -  SECOND    CLASS I
 DG5563
 DG5563  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DG5563  Standards:
 DG5563         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DG5563            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DG5563  -------------------------------------------------------------------
 DG5563  NETWORK    0.56   0.59           0.26   0.19   0.30      0.05861029
 DG5563  -------------------------------------------------------------------
 DG5563  Click here for local accuracies and other accuracy information.
 DG5563
 DG5563.The horizontal coordinates were established by GPS observations
 DG5563.and adjusted by the National Geodetic Survey in June 2012.
 DG5563
 DG5563.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DG5563.been affixed to the stable North American tectonic plate. See 
 DG5563.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DG5563
 DG5563.The horizontal coordinates are valid at the epoch date displayed above
 DG5563.which is a decimal equivalence of Year/Month/Day.
 DG5563
 DG5563.The orthometric height was determined by differential leveling and
 DG5563.adjusted by the NATIONAL GEODETIC SURVEY
 DG5563.in October 2007.
 DG5563
 DG5563.No vertical observational check was made to the station.
 DG5563
 DG5563.Significant digits in the geoid height do not necessarily reflect accuracy.
 DG5563.GEOID18 height accuracy estimate available here.
 DG5563
 DG5563.Click photographs - Photos may exist for this station.
 DG5563
 DG5563.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DG5563
 DG5563.The Laplace correction was computed from DEFLEC18 derived deflections.
 DG5563
 DG5563.The ellipsoidal height was determined by GPS observations
 DG5563.and is referenced to NAD 83.
 DG5563
 DG5563.The dynamic height is computed by dividing the NAVD 88
 DG5563.geopotential number by the normal gravity value computed on the
 DG5563.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DG5563.degrees latitude (g = 980.6199 gals.).
 DG5563
 DG5563.The modeled gravity was interpolated from observed gravity values.
 DG5563
 DG5563. The following values were computed from the NAD 83(2011) position.
 DG5563
 DG5563;                    North         East     Units Scale Factor Converg.
 DG5563;SPC MN N     -   219,253.047   655,960.090   MT  0.99991460   -1 25 07.8
 DG5563;SPC MN N     -   719,332.71  2,152,095.73   sFT  0.99991460   -1 25 07.8
 DG5563;UTM  15      - 5,268,989.972   348,470.195   MT  0.99988217   -1 29 11.9
 DG5563
 DG5563!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG5563!SPC MN N     -   0.99993746  x   0.99991460  =   0.99985206
 DG5563!UTM  15      -   0.99993746  x   0.99988217  =   0.99981964
 DG5563
 DG5563:                Primary Azimuth Mark                     Grid Az
 DG5563:SPC MN N     -  0414 Z                                   180 38 05.8
 DG5563:UTM  15      -  0414 Z                                   180 42 09.9
 DG5563
 DG5563_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUN4847068989(NAD 83)
 DG5563
 DG5563|---------------------------------------------------------------------|
 DG5563| PID    Reference Object                     Distance      Geod. Az  |
 DG5563|                                                           dddmmss.s |
 DG5563| DG5564 0414 Z                              APPROX. 1.6 KM 1791258.0 |
 DG5563| DG5562 0414 X RESET                        APPROX. 1.6 KM 3594319.0 |
 DG5563|---------------------------------------------------------------------|
 DG5563
 DG5563                          SUPERSEDED SURVEY CONTROL
 DG5563
 DG5563  NAD 83(2007)-  47 33 23.89044(N)    095 00 51.09488(W) AD(2002.00) 0
 DG5563  ELLIP H (02/10/07)  399.049  (m)                       GP(2002.00)    
 DG5563  NAD 83(1996)-  47 33 23.89031(N)    095 00 51.09474(W) AD(       ) 1
 DG5563  ELLIP H (05/19/04)  399.079  (m)                       GP(       ) 4 1
 DG5563  NAVD 88 (08/21/07)  427.068  (m)         1401.14   (f) SUPERSEDED  2 1
 DG5563  NAVD 88 (05/19/04)  427.1    (m)  GEOID99  model used  GPS OBS        
 DG5563
 DG5563.Superseded values are not recommended for survey control.
 DG5563
 DG5563.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG5563.See file dsdata.pdf to determine how the superseded data were derived.
 DG5563
 DG5563_MARKER: DB = BENCH MARK DISK
 DG5563_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG5563_STAMPING: 0414 Y 1969
 DG5563_MARK LOGO: MNHD
 DG5563_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DG5563_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DG5563+STABILITY: SURFACE MOTION
 DG5563_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG5563+SATELLITE: SATELLITE OBSERVATIONS - March 29, 2006
 DG5563
 DG5563  HISTORY     - Date     Condition        Report By
 DG5563  HISTORY     - 1969     MONUMENTED       MNHD
 DG5563  HISTORY     - 20030708 GOOD             MNDT
 DG5563  HISTORY     - 20060329 GOOD             MNDT
 DG5563
 DG5563                          STATION DESCRIPTION
 DG5563
 DG5563'DESCRIBED BY MN DEPT OF TRANSP 2003 (MPP)
 DG5563'THE MARK WAS RECOVERED 3 MILES (4.8 KM) NORTH OF WILTON, 3.65 MILES
 DG5563'(5.87 KM) NW AND NORTH ALONG TRUNK HIGHWAY 89 FROM THE JUNCTION OF
 DG5563'TRUNK HIGHWAY 2, 117 FT (35.7 M) WEST OF THE CENTERLINE OF TRUNK
 DG5563'HIGHWAY 89 AT MILEPOINT 3.65, 18 FT (5.5 M) NORTH OF THE CENTER OF
 DG5563'JACKPINE ROAD NW, 65 FT (19.8 M) WSW OF THE NORTH END OF CULVERT, 116
 DG5563'FT (35.4 M) NW OF NORTH STATE FOREST SIGN POST, 84 FT (25.6 M) ESE OF
 DG5563'RIGHT OF WAY POST, 81 FT (24.7 M) SOUTH OF CABLE MARKER, 3.5 FT (1.1
 DG5563'M) NORTH OF FOREST FIRE SIGN, 1.0 FT (0.3 M) EAST OF WITNESS POST.
 DG5563'THE MARK IS A MNHD BENCHMARK DISK IN A CONCRETE MONUMENT, FLUSH,
 DG5563'MAGNETIC.
 DG5563
 DG5563                          STATION RECOVERY (2006)
 DG5563
 DG5563'RECOVERY NOTE BY MN DEPT OF TRANSP 2006 (MPP)
 DG5563'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DG5564 ***********************************************************************
 DG5564  DESIGNATION -  0414 Z
 DG5564  PID         -  DG5564
 DG5564  STATE/COUNTY-  MN/BELTRAMI
 DG5564  COUNTRY     -  US
 DG5564  USGS QUAD   -  WILTON (2019)
 DG5564
 DG5564                         *CURRENT SURVEY CONTROL
 DG5564  ______________________________________________________________________
 DG5564* NAD 83(2011) POSITION- 47 32 31.82835(N) 095 00 50.04186(W)   ADJUSTED
 DG5564* NAD 83(2011) ELLIP HT-   398.911 (meters)        (06/27/12)   ADJUSTED
 DG5564* NAD 83(2011) EPOCH   -  2010.00
 DG5564* NAVD 88 ORTHO HEIGHT -   426.939 (meters)     1400.72  (feet) ADJUSTED
 DG5564  ______________________________________________________________________
 DG5564  GEOID HEIGHT    -        -28.031 (meters)                     GEOID18
 DG5564  NAD 83(2011) X  -   -377,004.483 (meters)                     COMP
 DG5564  NAD 83(2011) Y  - -4,297,173.249 (meters)                     COMP
 DG5564  NAD 83(2011) Z  -  4,682,958.627 (meters)                     COMP
 DG5564  LAPLACE CORR    -         -2.29  (seconds)                    DEFLEC18
 DG5564  DYNAMIC HEIGHT  -        426.983 (meters)     1400.86  (feet) COMP
 DG5564  MODELED GRAVITY -    980,704.3   (mgal)                       NAVD 88
 DG5564
 DG5564  VERT ORDER      -  SECOND    CLASS I
 DG5564
 DG5564  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DG5564  Standards:
 DG5564         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DG5564            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DG5564  -------------------------------------------------------------------
 DG5564  NETWORK    0.65   0.73           0.30   0.22   0.37      0.02383991
 DG5564  -------------------------------------------------------------------
 DG5564  Click here for local accuracies and other accuracy information.
 DG5564
 DG5564.The horizontal coordinates were established by GPS observations
 DG5564.and adjusted by the National Geodetic Survey in June 2012.
 DG5564
 DG5564.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DG5564.been affixed to the stable North American tectonic plate. See 
 DG5564.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DG5564
 DG5564.The horizontal coordinates are valid at the epoch date displayed above
 DG5564.which is a decimal equivalence of Year/Month/Day.
 DG5564
 DG5564.The orthometric height was determined by differential leveling and
 DG5564.adjusted by the NATIONAL GEODETIC SURVEY
 DG5564.in October 2007.
 DG5564
 DG5564.No vertical observational check was made to the station.
 DG5564
 DG5564.Significant digits in the geoid height do not necessarily reflect accuracy.
 DG5564.GEOID18 height accuracy estimate available here.
 DG5564
 DG5564.Click photographs - Photos may exist for this station.
 DG5564
 DG5564.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DG5564
 DG5564.The Laplace correction was computed from DEFLEC18 derived deflections.
 DG5564
 DG5564.The ellipsoidal height was determined by GPS observations
 DG5564.and is referenced to NAD 83.
 DG5564
 DG5564.The dynamic height is computed by dividing the NAVD 88
 DG5564.geopotential number by the normal gravity value computed on the
 DG5564.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DG5564.degrees latitude (g = 980.6199 gals.).
 DG5564
 DG5564.The modeled gravity was interpolated from observed gravity values.
 DG5564
 DG5564. The following values were computed from the NAD 83(2011) position.
 DG5564
 DG5564;                    North         East     Units Scale Factor Converg.
 DG5564;SPC MN N     -   217,645.258   655,942.272   MT  0.99991585   -1 25 07.0
 DG5564;SPC MN N     -   714,057.82  2,152,037.27   sFT  0.99991585   -1 25 07.0
 DG5564;UTM  15      - 5,267,382.258   348,450.479   MT  0.99988225   -1 29 09.9
 DG5564
 DG5564!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG5564!SPC MN N     -   0.99993748  x   0.99991585  =   0.99985333
 DG5564!UTM  15      -   0.99993748  x   0.99988225  =   0.99981974
 DG5564
 DG5564:                Primary Azimuth Mark                     Grid Az
 DG5564:SPC MN N     -  0414 Y                                   000 38 05.8
 DG5564:UTM  15      -  0414 Y                                   000 42 08.7
 DG5564
 DG5564_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUN4845067382(NAD 83)
 DG5564
 DG5564|---------------------------------------------------------------------|
 DG5564| PID    Reference Object                     Distance      Geod. Az  |
 DG5564|                                                           dddmmss.s |
 DG5564| DG5563 0414 Y                              APPROX. 1.6 KM 3591258.8 |
 DG5564|---------------------------------------------------------------------|
 DG5564
 DG5564                          SUPERSEDED SURVEY CONTROL
 DG5564
 DG5564  NAD 83(2007)-  47 32 31.82837(N)    095 00 50.04279(W) AD(2002.00) 0
 DG5564  ELLIP H (02/10/07)  398.929  (m)                       GP(2002.00)    
 DG5564  NAD 83(1996)-  47 32 31.82821(N)    095 00 50.04264(W) AD(       ) 1
 DG5564  ELLIP H (05/19/04)  398.954  (m)                       GP(       ) 4 1
 DG5564  NAVD 88 (08/21/07)  426.946  (m)         1400.74   (f) SUPERSEDED  2 1
 DG5564  NAVD 88 (05/19/04)  426.9    (m)  GEOID99  model used  GPS OBS        
 DG5564
 DG5564.Superseded values are not recommended for survey control.
 DG5564
 DG5564.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG5564.See file dsdata.pdf to determine how the superseded data were derived.
 DG5564
 DG5564_MARKER: DB = BENCH MARK DISK
 DG5564_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 DG5564_STAMPING: 0414 Z 1969
 DG5564_MARK LOGO: MNHD
 DG5564_PROJECTION: FLUSH
 DG5564_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DG5564_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DG5564_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG5564+SATELLITE: SATELLITE OBSERVATIONS - July 16, 2014
 DG5564
 DG5564  HISTORY     - Date     Condition        Report By
 DG5564  HISTORY     - 19690401 MONUMENTED       MNHD
 DG5564  HISTORY     - 20030708 GOOD             MNDT
 DG5564  HISTORY     - 20060329 GOOD             MNDT
 DG5564  HISTORY     - 20140716 GOOD             MNDT
 DG5564
 DG5564                          STATION DESCRIPTION
 DG5564
 DG5564'DESCRIBED BY MN DEPT OF TRANSP 2003 (MPP)
 DG5564'THE MARK WAS RECOVERED 2 MILES (3.2 KM) NORTH OF WILTON, 2.65 MILES
 DG5564'(4.26 KM) NW ALONG TRUNK HIGHWAY 89 FROM THE JUNCTION OF TRUNK HIGHWAY
 DG5564'2 NEAR WILTON, 98 FT (29.9 M) WEST OF THE CENTERLINE OF TRUNK HIGHWAY
 DG5564'89 AT MILEPOINT 2.65, 31 FT (9.4 M) NORTH OF THE CENTER OF MAYFLOWER
 DG5564'ROAD NW, 105 FT (32.0 M) EAST OF RIGHT OF WAY POST, 64 FT (19.5 M)
 DG5564'WEST OF NORTH END OF METAL CULVERT, 36 FT (11.0 M) SW OF PEDESTAL, 1.0
 DG5564'FT (0.3 M) EAST OF WITNESS POST.  THE MARK IS A MNHD BENCHMARK DISK IN
 DG5564'A CONCRETE MONUMENT, FLUSH, MAGNETIC.
 DG5564
 DG5564                          STATION RECOVERY (2006)
 DG5564
 DG5564'RECOVERY NOTE BY MN DEPT OF TRANSP 2006 (MPP)
 DG5564'RECOVERED AS DESCRIBED.
 DG5564
 DG5564                          STATION RECOVERY (2014)
 DG5564
 DG5564'RECOVERY NOTE BY MN DEPT OF TRANSP 2014 (KMS)
 DG5564'2.0 MI (3.2 KM) NORTH OF WILTON, 2.4 MI (3.9 KM) NORTHWEST ALONG TRUNK
 DG5564'HIGHWAY 89  FROM THE JUNCTION OF TRUNK HIGHWAY 89 AND TRUNK HIGHWAY 2
 DG5564'NEAR WILTON, AT TRUNK HIGHWAY 89 MILE POINT 2.65, 98.0 FT (29.9 M)
 DG5564'WEST OF TRUNK HIGHWAY 89, 31.0 FT (9.4 M) NORTH OF MAYFLOWER ROAD
 DG5564'NORTHWEST, 105.0 FT (32.0 M) EAST OF RIGHT-OF-WAY POST, 64.0 FT (19.5
 DG5564'M) WEST OF NORTH END OF METAL CULVERT, 1.0 FT (0.3 M) EAST OF A
 DG5564'WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 AJ8535 ***********************************************************************
 AJ8535  DESIGNATION -  0415 A
 AJ8535  PID         -  AJ8535
 AJ8535  STATE/COUNTY-  MN/BELTRAMI
 AJ8535  COUNTRY     -  US
 AJ8535  USGS QUAD   -  FOUR TOWN (2019)
 AJ8535
 AJ8535                         *CURRENT SURVEY CONTROL
 AJ8535  ______________________________________________________________________
 AJ8535* NAD 83(2011) POSITION- 48 16 51.18817(N) 095 20 03.19401(W)   ADJUSTED
 AJ8535* NAD 83(2011) ELLIP HT-   346.162 (meters)        (06/27/12)   ADJUSTED
 AJ8535* NAD 83(2011) EPOCH   -  2010.00
 AJ8535* NAVD 88 ORTHO HEIGHT -   373.956 (meters)     1226.89  (feet) ADJUSTED
 AJ8535  ______________________________________________________________________
 AJ8535  GEOID HEIGHT    -        -27.792 (meters)                     GEOID18
 AJ8535  NAD 83(2011) X  -   -395,352.209 (meters)                     COMP
 AJ8535  NAD 83(2011) Y  - -4,234,269.849 (meters)                     COMP
 AJ8535  NAD 83(2011) Z  -  4,737,976.374 (meters)                     COMP
 AJ8535  LAPLACE CORR    -         -5.19  (seconds)                    DEFLEC18
 AJ8535  DYNAMIC HEIGHT  -        374.036 (meters)     1227.15  (feet) COMP
 AJ8535  MODELED GRAVITY -    980,812.4   (mgal)                       NAVD 88
 AJ8535
 AJ8535  VERT ORDER      -  SECOND    CLASS I
 AJ8535
 AJ8535  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AJ8535  Standards:
 AJ8535         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AJ8535            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AJ8535  -------------------------------------------------------------------
 AJ8535  NETWORK    0.24   0.37           0.11   0.08   0.19     -0.01336962
 AJ8535  -------------------------------------------------------------------
 AJ8535  Click here for local accuracies and other accuracy information.
 AJ8535
 AJ8535.The horizontal coordinates were established by GPS observations
 AJ8535.and adjusted by the National Geodetic Survey in June 2012.
 AJ8535
 AJ8535.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AJ8535.been affixed to the stable North American tectonic plate. See 
 AJ8535.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AJ8535
 AJ8535.The horizontal coordinates are valid at the epoch date displayed above
 AJ8535.which is a decimal equivalence of Year/Month/Day.
 AJ8535
 AJ8535.The orthometric height was determined by differential leveling and
 AJ8535.adjusted by the NATIONAL GEODETIC SURVEY
 AJ8535.in February 2005.
 AJ8535
 AJ8535.Significant digits in the geoid height do not necessarily reflect accuracy.
 AJ8535.GEOID18 height accuracy estimate available here.
 AJ8535
 AJ8535.Click photographs - Photos may exist 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 DEFLEC18 derived deflections.
 AJ8535
 AJ8535.The ellipsoidal height was determined by GPS observations
 AJ8535.and is referenced to NAD 83.
 AJ8535
 AJ8535.The dynamic height is computed by dividing the NAVD 88
 AJ8535.geopotential number by the normal gravity value computed on the
 AJ8535.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ8535.degrees latitude (g = 980.6199 gals.).
 AJ8535
 AJ8535.The modeled gravity was interpolated from observed gravity values.
 AJ8535
 AJ8535. The following values were computed from the NAD 83(2011) position.
 AJ8535
 AJ8535;                    North         East     Units Scale Factor Converg.
 AJ8535;SPC MN N     -   300,386.764   634,211.759   MT  0.99993304   -1 39 21.8
 AJ8535;SPC MN N     -   985,518.91  2,080,743.08   sFT  0.99993304   -1 39 21.8
 AJ8535;UTM  15      - 5,350,153.896   326,830.353   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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15UUP2683050153(NAD 83)
 AJ8535
 AJ8535                          SUPERSEDED SURVEY CONTROL
 AJ8535
 AJ8535  NAD 83(2007)-  48 16 51.18797(N)    095 20 03.19503(W) AD(2002.00) 0
 AJ8535  ELLIP H (02/10/07)  346.198  (m)                       GP(2002.00)    
 AJ8535  NAD 83(1996)-  48 16 51.18787(N)    095 20 03.19494(W) AD(       ) 1
 AJ8535  ELLIP H (03/12/02)  346.193  (m)                       GP(       ) 4 1
 AJ8535  NAVD 88             373.95   (m)         1226.9    (f) LEVELING    3  
 AJ8535  NAVD 88 (03/12/02)  373.9    (m)  GEOID96  model used  GPS OBS        
 AJ8535
 AJ8535.Superseded values are not recommended for survey control.
 AJ8535
 AJ8535.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ8535.See file dsdata.pdf to determine how the superseded data were derived.
 AJ8535
 AJ8535_MARKER: DB = BENCH MARK DISK
 AJ8535_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 AJ8535_STAMPING: 0415 A 1997
 AJ8535_MARK LOGO: MNHD
 AJ8535_PROJECTION: PROJECTING 8 CENTIMETERS
 AJ8535_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AJ8535_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AJ8535_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ8535+SATELLITE: SATELLITE OBSERVATIONS - August 10, 2022
 AJ8535
 AJ8535  HISTORY     - Date     Condition        Report By
 AJ8535  HISTORY     - 19970401 MONUMENTED       MNHD
 AJ8535  HISTORY     - 19970401 GOOD             MNDT
 AJ8535  HISTORY     - 20030710 GOOD             MNDT
 AJ8535  HISTORY     - 20180912 GOOD             MNDT
 AJ8535  HISTORY     - 20200204 GOOD             MNDT
 AJ8535  HISTORY     - 20220810 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 (2018)
 AJ8535
 AJ8535'RECOVERY NOTE BY MN DEPT OF TRANSP 2018 (BDH)
 AJ8535'RECOVERED IN GOOD CONDITION.
 AJ8535
 AJ8535                          STATION RECOVERY (2020)
 AJ8535
 AJ8535'RECOVERY NOTE BY MN DEPT OF TRANSP 2020 (KMS)
 AJ8535'13.3 MI (21.4 KM) EAST OF GRYGLA, 13.7 MI (22.0 KM) EAST ALONG TRUNK
 AJ8535'HIGHWAY 89 FROM THE SOUTH JUNCTION OF TRUNK HIGHWAY 89 AND COUNTY ROAD
 AJ8535'54 IN GRYGLA, AT TRUNK HIGHWAY 89 MILE POINT 66.9, 60.0 FT (18.3 M)
 AJ8535'SOUTH OF TRUNK HIGHWAY 89, 57.9 FT (17.6 M) WEST OF A POWER POLE, 2.4
 AJ8535'FT (0.7 M) EAST OF A WITNESS POST.
 AJ8535
 AJ8535                          STATION RECOVERY (2022)
 AJ8535
 AJ8535'RECOVERY NOTE BY MN DEPT OF TRANSP 2022 (BXG)
 AJ8535'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DR4365 ***********************************************************************
 DR4365  DESIGNATION -  0415 B RESET
 DR4365  PID         -  DR4365
 DR4365  STATE/COUNTY-  MN/BELTRAMI
 DR4365  COUNTRY     -  US
 DR4365  USGS QUAD   -  GRYGLA (2019)
 DR4365
 DR4365                         *CURRENT SURVEY CONTROL
 DR4365  ______________________________________________________________________
 DR4365* NAD 83(2011) POSITION- 48 17 37.19311(N) 095 33 06.75418(W)   ADJUSTED
 DR4365* NAD 83(2011) ELLIP HT-   334.217 (meters)        (01/03/23)   ADJUSTED
 DR4365* NAD 83(2011) EPOCH   -  2010.00
 DR4365* NAVD 88 ORTHO HEIGHT -   361.636 (meters)     1186.47  (feet) ADJUSTED
 DR4365  ______________________________________________________________________
 DR4365  GEOID HEIGHT    -        -27.416 (meters)                     GEOID18
 DR4365  NAD 83(2011) X  -   -411,331.092 (meters)                     COMP
 DR4365  NAD 83(2011) Y  - -4,231,673.688 (meters)                     COMP
 DR4365  NAD 83(2011) Z  -  4,738,913.029 (meters)                     COMP
 DR4365  LAPLACE CORR    -         -4.53  (seconds)                    DEFLEC18
 DR4365  DYNAMIC HEIGHT  -        361.721 (meters)     1186.75  (feet) COMP
 DR4365  MODELED GRAVITY -    980,836.2   (mgal)                       NAVD 88
 DR4365
 DR4365  VERT ORDER      -  SECOND    CLASS I
 DR4365
 DR4365  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DR4365  Standards:
 DR4365         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DR4365            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DR4365  -------------------------------------------------------------------
 DR4365  NETWORK    0.61   1.08           0.28   0.20   0.55     -0.12195048
 DR4365  -------------------------------------------------------------------
 DR4365  Click here for local accuracies and other accuracy information.
 DR4365
 DR4365.The horizontal coordinates were established by GPS observations
 DR4365.and adjusted by the MN DEPT OF TRANSP in January 2023.
 DR4365
 DR4365.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DR4365.been affixed to the stable North American tectonic plate. See 
 DR4365.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DR4365
 DR4365.The horizontal coordinates are valid at the epoch date displayed above
 DR4365.which is a decimal equivalence of Year/Month/Day.
 DR4365
 DR4365.The orthometric height was determined by differential leveling and
 DR4365.adjusted by the NATIONAL GEODETIC SURVEY
 DR4365.in May 2021.
 DR4365
 DR4365.Significant digits in the geoid height do not necessarily reflect accuracy.
 DR4365.GEOID18 height accuracy estimate available here.
 DR4365
 DR4365.Click photographs - Photos may exist for this station.
 DR4365
 DR4365.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DR4365
 DR4365.The Laplace correction was computed from DEFLEC18 derived deflections.
 DR4365
 DR4365.The ellipsoidal height was determined by GPS observations
 DR4365.and is referenced to NAD 83.
 DR4365
 DR4365.The dynamic height is computed by dividing the NAVD 88
 DR4365.geopotential number by the normal gravity value computed on the
 DR4365.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DR4365.degrees latitude (g = 980.6199 gals.).
 DR4365
 DR4365.The modeled gravity was interpolated from observed gravity values.
 DR4365
 DR4365. The following values were computed from the NAD 83(2011) position.
 DR4365
 DR4365;                    North         East     Units Scale Factor Converg.
 DR4365;SPC MN N     -   302,296.494   618,111.067   MT  0.99993480   -1 49 02.6
 DR4365;SPC MN N     -   991,784.41  2,027,919.39   sFT  0.99993480   -1 49 02.6
 DR4365;UTM  15      - 5,352,088.347   310,731.472   MT  1.00004016   -1 54 20.5
 DR4365
 DR4365!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DR4365!SPC MN N     -   0.99994762  x   0.99993480  =   0.99988243
 DR4365!UTM  15      -   0.99994762  x   1.00004016  =   0.99998778
 DR4365
 DR4365_U.S. NATIONAL GRID SPATIAL ADDRESS: 15UUP1073152088(NAD 83)
 DR4365
 DR4365                          SUPERSEDED SURVEY CONTROL
 DR4365
 DR4365.No superseded survey control is available for this station.
 DR4365
 DR4365_MARKER: I = METAL ROD
 DR4365_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DR4365_STAMPING: 0415 B RESET 2018
 DR4365_MARK LOGO: MNDT
 DR4365_PROJECTION: RECESSED 8 CENTIMETERS
 DR4365_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DR4365_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DR4365_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DR4365+SATELLITE: SATELLITE OBSERVATIONS - August 03, 2022
 DR4365_ROD/PIPE-DEPTH: 4.0 meters
 DR4365
 DR4365  HISTORY     - Date     Condition        Report By
 DR4365  HISTORY     - 20180920 MONUMENTED       MNDT
 DR4365  HISTORY     - 20220803 GOOD             MNDT
 DR4365
 DR4365                          STATION DESCRIPTION
 DR4365
 DR4365'DESCRIBED BY MN DEPT OF TRANSP 2018
 DR4365'THE MARK IS LOCATED ABOUT 16.1 KM (10.0 MI) WEST OF FOUR TOWN, 12.9 KM
 DR4365'(8.0 MI) WEST-NORTHWEST OF JELLE, 8.1 KM (5.0 MI) WEST OF CARMEL AND
 DR4365'5.0 KM (3.1 MI) EAST OF GRYGLA.
 DR4365'
 DR4365'THE MARK IS LOCATED 3.0 MI (4.8 KM) EAST ALONG TRUNK HIGHWAY 89 FROM
 DR4365'THE SOUTH JUNCTION OF TRUNK HIGHWAY 89 AND COUNTY ROAD 54 IN GRYGLA.
 DR4365'AT TRUNK HIGHWAY 89 MILE POINT 77.7 AND 53.6 FT (16.3 M) WEST OF TRUNK
 DR4365'HIGHWAY 89.
 DR4365
 DR4365                          STATION RECOVERY (2022)
 DR4365
 DR4365'RECOVERY NOTE BY MN DEPT OF TRANSP 2022 (FXP)
 DR4365'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DR4364 ***********************************************************************
 DR4364  DESIGNATION -  0415 C RESET
 DR4364  PID         -  DR4364
 DR4364  STATE/COUNTY-  MN/BELTRAMI
 DR4364  COUNTRY     -  US
 DR4364  USGS QUAD   -  GRYGLA (2019)
 DR4364
 DR4364                         *CURRENT SURVEY CONTROL
 DR4364  ______________________________________________________________________
 DR4364* NAD 83(2011) POSITION- 48 16 54.35501(N) 095 32 54.59773(W)   ADJUSTED
 DR4364* NAD 83(2011) ELLIP HT-   335.724 (meters)        (01/03/23)   ADJUSTED
 DR4364* NAD 83(2011) EPOCH   -  2010.00
 DR4364* NAVD 88 ORTHO HEIGHT -   363.149 (meters)     1191.43  (feet) ADJUSTED
 DR4364  ______________________________________________________________________
 DR4364  GEOID HEIGHT    -        -27.418 (meters)                     GEOID18
 DR4364  NAD 83(2011) X  -   -411,177.298 (meters)                     COMP
 DR4364  NAD 83(2011) Y  - -4,232,682.087 (meters)                     COMP
 DR4364  NAD 83(2011) Z  -  4,738,033.681 (meters)                     COMP
 DR4364  LAPLACE CORR    -         -4.82  (seconds)                    DEFLEC18
 DR4364  DYNAMIC HEIGHT  -        363.234 (meters)     1191.71  (feet) COMP
 DR4364  MODELED GRAVITY -    980,833.3   (mgal)                       NAVD 88
 DR4364
 DR4364  VERT ORDER      -  SECOND    CLASS I
 DR4364
 DR4364  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DR4364  Standards:
 DR4364         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DR4364            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DR4364  -------------------------------------------------------------------
 DR4364  NETWORK    0.61   1.10           0.28   0.21   0.56     -0.11388609
 DR4364  -------------------------------------------------------------------
 DR4364  Click here for local accuracies and other accuracy information.
 DR4364
 DR4364.The horizontal coordinates were established by GPS observations
 DR4364.and adjusted by the MN DEPT OF TRANSP in January 2023.
 DR4364
 DR4364.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DR4364.been affixed to the stable North American tectonic plate. See 
 DR4364.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DR4364
 DR4364.The horizontal coordinates are valid at the epoch date displayed above
 DR4364.which is a decimal equivalence of Year/Month/Day.
 DR4364
 DR4364.The orthometric height was determined by differential leveling and
 DR4364.adjusted by the NATIONAL GEODETIC SURVEY
 DR4364.in May 2021.
 DR4364
 DR4364.Significant digits in the geoid height do not necessarily reflect accuracy.
 DR4364.GEOID18 height accuracy estimate available here.
 DR4364
 DR4364.Click photographs - Photos may exist for this station.
 DR4364
 DR4364.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DR4364
 DR4364.The Laplace correction was computed from DEFLEC18 derived deflections.
 DR4364
 DR4364.The ellipsoidal height was determined by GPS observations
 DR4364.and is referenced to NAD 83.
 DR4364
 DR4364.The dynamic height is computed by dividing the NAVD 88
 DR4364.geopotential number by the normal gravity value computed on the
 DR4364.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DR4364.degrees latitude (g = 980.6199 gals.).
 DR4364
 DR4364.The modeled gravity was interpolated from observed gravity values.
 DR4364
 DR4364. The following values were computed from the NAD 83(2011) position.
 DR4364
 DR4364;                    North         East     Units Scale Factor Converg.
 DR4364;SPC MN N     -   300,966.132   618,319.583   MT  0.99993316   -1 48 53.6
 DR4364;SPC MN N     -   987,419.72  2,028,603.50   sFT  0.99993316   -1 48 53.6
 DR4364;UTM  15      - 5,350,757.525   310,937.964   MT  1.00003920   -1 54 10.2
 DR4364
 DR4364!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DR4364!SPC MN N     -   0.99994739  x   0.99993316  =   0.99988055
 DR4364!UTM  15      -   0.99994739  x   1.00003920  =   0.99998658
 DR4364
 DR4364_U.S. NATIONAL GRID SPATIAL ADDRESS: 15UUP1093750757(NAD 83)
 DR4364
 DR4364                          SUPERSEDED SURVEY CONTROL
 DR4364
 DR4364.No superseded survey control is available for this station.
 DR4364
 DR4364_MARKER: I = METAL ROD
 DR4364_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DR4364_STAMPING: 0415 C RESET 2018
 DR4364_MARK LOGO: MNDT
 DR4364_PROJECTION: RECESSED 8 CENTIMETERS
 DR4364_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DR4364_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DR4364_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DR4364+SATELLITE: SATELLITE OBSERVATIONS - August 03, 2022
 DR4364_ROD/PIPE-DEPTH: 4.6 meters
 DR4364
 DR4364  HISTORY     - Date     Condition        Report By
 DR4364  HISTORY     - 20180920 MONUMENTED       MNDT
 DR4364  HISTORY     - 20220803 GOOD             MNDT
 DR4364
 DR4364                          STATION DESCRIPTION
 DR4364
 DR4364'DESCRIBED BY MN DEPT OF TRANSP 2018
 DR4364'THE MARK IS LOCATED ABOUT 15.8 KM (9.8 MI) WEST OF FOUR TOWN, 12.1 KM
 DR4364'(7.5 MI) WEST-NORTHWEST OF JELLE, 7.7 KM (4.8 MI) WEST OF CARMEL AND
 DR4364'5.6 KM (3.5 MI) EAST-SOUTHEAST OF GRYGLA.
 DR4364'
 DR4364'THE MARK IS LOCATED 3.95 MI (6.36 KM) EAST ALONG TRUNK HIGHWAY 89 FROM
 DR4364'THE SOUTH JUNCTION OF TRUNK HIGHWAY 89 AND COUNTY ROAD 54 IN GRYGLA.
 DR4364'
 DR4364'THE MARK IS FOUND 39.3 FT (12.0 M) SOUTH OF TRUNK HIGHWAY 89 AND 34.6
 DR4364'FT (10.5 M) NORTH OF A GRAVEL ROAD.
 DR4364
 DR4364                          STATION RECOVERY (2022)
 DR4364
 DR4364'RECOVERY NOTE BY MN DEPT OF TRANSP 2022 (FXP)
 DR4364'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DR4360 ***********************************************************************
 DR4360  DESIGNATION -  0415 D RESET
 DR4360  PID         -  DR4360
 DR4360  STATE/COUNTY-  MN/BELTRAMI
 DR4360  COUNTRY     -  US
 DR4360  USGS QUAD   -  GRYGLA (2019)
 DR4360
 DR4360                         *CURRENT SURVEY CONTROL
 DR4360  ______________________________________________________________________
 DR4360* NAD 83(1986) POSITION- 48 16 54.10   (N) 095 30 30.13   (W)   HD_HELD1
 DR4360* NAVD 88 ORTHO HEIGHT -   364.855 (meters)     1197.03  (feet) ADJUSTED
 DR4360  ______________________________________________________________________
 DR4360  GEOID HEIGHT    -        -27.488 (meters)                     GEOID18
 DR4360  DYNAMIC HEIGHT  -        364.938 (meters)     1197.30  (feet) COMP
 DR4360  MODELED GRAVITY -    980,827.5   (mgal)                       NAVD 88
 DR4360
 DR4360  VERT ORDER      -  SECOND    CLASS I
 DR4360
 DR4360.The horizontal coordinates were determined by differentially corrected
 DR4360.hand held GPS observations or other comparable positioning techniques
 DR4360.and have an estimated accuracy of +/- 3 meters.
 DR4360
 DR4360.The orthometric height was determined by differential leveling and
 DR4360.adjusted by the NATIONAL GEODETIC SURVEY
 DR4360.in May 2021.
 DR4360
 DR4360.Significant digits in the geoid height do not necessarily reflect accuracy.
 DR4360.GEOID18 height accuracy estimate available here.
 DR4360
 DR4360.Click photographs - Photos may exist for this station.
 DR4360
 DR4360.The dynamic height is computed by dividing the NAVD 88
 DR4360.geopotential number by the normal gravity value computed on the
 DR4360.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DR4360.degrees latitude (g = 980.6199 gals.).
 DR4360
 DR4360.The modeled gravity was interpolated from observed gravity values.
 DR4360
 DR4360;                    North         East    Units  Estimated Accuracy
 DR4360;SPC MN N     -   300,864.7     621,296.0     MT  (+/- 3 meters HH1 GPS) 
 DR4360
 DR4360_U.S. NATIONAL GRID SPATIAL ADDRESS: 15UUP1391450651(NAD 83)
 DR4360
 DR4360                          SUPERSEDED SURVEY CONTROL
 DR4360
 DR4360.No superseded survey control is available for this station.
 DR4360
 DR4360_MARKER: I = METAL ROD
 DR4360_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DR4360_STAMPING: 0415 D RESET 2018
 DR4360_MARK LOGO: MNDT
 DR4360_PROJECTION: RECESSED 8 CENTIMETERS
 DR4360_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DR4360_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DR4360+STABILITY: SURFACE MOTION
 DR4360_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DR4360+SATELLITE: SATELLITE OBSERVATIONS - August 30, 2018
 DR4360_ROD/PIPE-DEPTH: 3.4 meters
 DR4360
 DR4360  HISTORY     - Date     Condition        Report By
 DR4360  HISTORY     - 20180830 MONUMENTED       MNDT
 DR4360
 DR4360                          STATION DESCRIPTION
 DR4360
 DR4360'DESCRIBED BY MN DEPT OF TRANSP 2018
 DR4360'THE MARK IS LOCATED ABOUT 12.9 KM (8.0 MI) WEST OF FOUR TOWN, 9.4 KM
 DR4360'(5.8 MI) WEST-NORTHWEST OF JELLE, 8.4 KM (5.2 MI) EAST-SOUTHEAST OF
 DR4360'GRYGLA AND 4.8 KM (3.0 MI) WEST OF CARMEL.
 DR4360'
 DR4360'THE MARK IS LOCATED ABOUT 5.7 MI (9.2 KM) EAST OF GRYGLA, 5.7 MI (9.2
 DR4360'KM) EAST ALONG TRUNK HIGHWAY 89 FROM THE SOUTH JUNCTION OF TRUNK
 DR4360'HIGHWAY 89 AND COUNTY ROAD 54 IN GRYGLA.
 DR4360'
 DR4360'AT TRUNK HIGHWAY 89 MILE POINT 74.9, 66.0 FT (20.1 M) SOUTH OF TRUNK
 DR4360'HIGHWAY 89, 22.4 FT (6.8 M) WEST OF LOG CHURCH ROAD NORTHWEST AND 9.7
 DR4360'FT (3.0 M) SOUTH-SOUTHEAST OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DR4359 ***********************************************************************
 DR4359  DESIGNATION -  0415 E RESET
 DR4359  PID         -  DR4359
 DR4359  STATE/COUNTY-  MN/BELTRAMI
 DR4359  COUNTRY     -  US
 DR4359  USGS QUAD   -  CARMEL (2019)
 DR4359
 DR4359                         *CURRENT SURVEY CONTROL
 DR4359  ______________________________________________________________________
 DR4359* NAD 83(2011) POSITION- 48 16 53.47561(N) 095 29 11.86347(W)   ADJUSTED
 DR4359* NAD 83(2011) ELLIP HT-   338.334 (meters)        (01/03/23)   ADJUSTED
 DR4359* NAD 83(2011) EPOCH   -  2010.00
 DR4359* NAVD 88 ORTHO HEIGHT -   365.872 (meters)     1200.37  (feet) ADJUSTED
 DR4359  ______________________________________________________________________
 DR4359  GEOID HEIGHT    -        -27.524 (meters)                     GEOID18
 DR4359  NAD 83(2011) X  -   -406,608.518 (meters)                     COMP
 DR4359  NAD 83(2011) Y  - -4,233,145.540 (meters)                     COMP
 DR4359  NAD 83(2011) Z  -  4,738,017.552 (meters)                     COMP
 DR4359  LAPLACE CORR    -         -5.08  (seconds)                    DEFLEC18
 DR4359  DYNAMIC HEIGHT  -        365.955 (meters)     1200.64  (feet) COMP
 DR4359  MODELED GRAVITY -    980,825.8   (mgal)                       NAVD 88
 DR4359
 DR4359  VERT ORDER      -  SECOND    CLASS I
 DR4359
 DR4359  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DR4359  Standards:
 DR4359         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DR4359            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DR4359  -------------------------------------------------------------------
 DR4359  NETWORK    0.61   1.10           0.28   0.21   0.56     -0.10879579
 DR4359  -------------------------------------------------------------------
 DR4359  Click here for local accuracies and other accuracy information.
 DR4359
 DR4359.The horizontal coordinates were established by GPS observations
 DR4359.and adjusted by the MN DEPT OF TRANSP in January 2023.
 DR4359
 DR4359.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DR4359.been affixed to the stable North American tectonic plate. See 
 DR4359.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DR4359
 DR4359.The horizontal coordinates are valid at the epoch date displayed above
 DR4359.which is a decimal equivalence of Year/Month/Day.
 DR4359
 DR4359.The orthometric height was determined by differential leveling and
 DR4359.adjusted by the NATIONAL GEODETIC SURVEY
 DR4359.in May 2021.
 DR4359
 DR4359.Significant digits in the geoid height do not necessarily reflect accuracy.
 DR4359.GEOID18 height accuracy estimate available here.
 DR4359
 DR4359.Click photographs - Photos may exist for this station.
 DR4359
 DR4359.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DR4359
 DR4359.The Laplace correction was computed from DEFLEC18 derived deflections.
 DR4359
 DR4359.The ellipsoidal height was determined by GPS observations
 DR4359.and is referenced to NAD 83.
 DR4359
 DR4359.The dynamic height is computed by dividing the NAVD 88
 DR4359.geopotential number by the normal gravity value computed on the
 DR4359.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DR4359.degrees latitude (g = 980.6199 gals.).
 DR4359
 DR4359.The modeled gravity was interpolated from observed gravity values.
 DR4359
 DR4359. The following values were computed from the NAD 83(2011) position.
 DR4359
 DR4359;                    North         East     Units Scale Factor Converg.
 DR4359;SPC MN N     -   300,795.404   622,908.112   MT  0.99993312   -1 46 08.5
 DR4359;SPC MN N     -   986,859.59  2,043,657.70   sFT  0.99993312   -1 46 08.5
 DR4359;UTM  15      - 5,350,579.751   315,526.664   MT  1.00001814   -1 51 23.8
 DR4359
 DR4359!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DR4359!SPC MN N     -   0.99994698  x   0.99993312  =   0.99988010
 DR4359!UTM  15      -   0.99994698  x   1.00001814  =   0.99996512
 DR4359
 DR4359_U.S. NATIONAL GRID SPATIAL ADDRESS: 15UUP1552650579(NAD 83)
 DR4359
 DR4359                          SUPERSEDED SURVEY CONTROL
 DR4359
 DR4359.No superseded survey control is available for this station.
 DR4359
 DR4359_MARKER: I = METAL ROD
 DR4359_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DR4359_STAMPING: 0415 E RESET 2018
 DR4359_MARK LOGO: MNDT
 DR4359_PROJECTION: FLUSH
 DR4359_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DR4359_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DR4359_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DR4359+SATELLITE: SATELLITE OBSERVATIONS - November 28, 2022
 DR4359_ROD/PIPE-DEPTH: 3.4 meters
 DR4359
 DR4359  HISTORY     - Date     Condition        Report By
 DR4359  HISTORY     - 20180830 MONUMENTED       MNDT
 DR4359  HISTORY     - 20220803 GOOD             MNDT
 DR4359  HISTORY     - 20221128 GOOD             MNDT
 DR4359
 DR4359                          STATION DESCRIPTION
 DR4359
 DR4359'DESCRIBED BY MN DEPT OF TRANSP 2018
 DR4359'THE MARK IS LOCATED ABOUT 11.3 KM (7.0 MI) WEST OF FOUR TOWN, 9.9 KM
 DR4359'(6.2 MI) EAST-SOUTHEAST OF GRYGLA, 8.1 KM (5.0 MI) NORTHWEST OF JELLE
 DR4359'AND 3.3 KM (2.1 MI) WEST OF CARMEL.
 DR4359'
 DR4359'THE MARK IS LOCATED ABOUT 6.1 MI (9.8 KM) SOUTHEAST ALONG TRUNK
 DR4359'HIGHWAY 89 FROM THE SOUTH JUNCTION OF TRUNK HIGHWAY 89 AND COUNTY ROAD
 DR4359'54 IN GRYGLA.
 DR4359'
 DR4359'AT TRUNK HIGHWAY 89 MILE POINT 73.95, 71.2 FT (21.7 M) SOUTH OF TRUNK
 DR4359'HIGHWAY 89, 22.8 FT (6.9 M) WEST OF GUNPOWDER ROAD, 5.0 FT (1.5 M)
 DR4359'SOUTH OF A WITNESS POST.
 DR4359
 DR4359                          STATION RECOVERY (2022)
 DR4359
 DR4359'RECOVERY NOTE BY MN DEPT OF TRANSP 2022 (JXP)
 DR4359'RECOVERED AS DESCRIBED.
 DR4359
 DR4359                          STATION RECOVERY (2022)
 DR4359
 DR4359'RECOVERY NOTE BY MN DEPT OF TRANSP 2022 (ARH)
 DR4359'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DR4356 ***********************************************************************
 DR4356  DESIGNATION -  0415 F RESET
 DR4356  PID         -  DR4356
 DR4356  STATE/COUNTY-  MN/BELTRAMI
 DR4356  COUNTRY     -  US
 DR4356  USGS QUAD   -  CARMEL (2019)
 DR4356
 DR4356                         *CURRENT SURVEY CONTROL
 DR4356  ______________________________________________________________________
 DR4356* NAD 83(2011) POSITION- 48 16 53.36726(N) 095 26 39.74558(W)   ADJUSTED
 DR4356* NAD 83(2011) ELLIP HT-   341.255 (meters)        (01/03/23)   ADJUSTED
 DR4356* NAD 83(2011) EPOCH   -  2010.00
 DR4356* NAVD 88 ORTHO HEIGHT -   368.842 (meters)     1210.11  (feet) ADJUSTED
 DR4356  ______________________________________________________________________
 DR4356  GEOID HEIGHT    -        -27.595 (meters)                     GEOID18
 DR4356  NAD 83(2011) X  -   -403,486.934 (meters)                     COMP
 DR4356  NAD 83(2011) Y  - -4,233,448.680 (meters)                     COMP
 DR4356  NAD 83(2011) Z  -  4,738,017.505 (meters)                     COMP
 DR4356  LAPLACE CORR    -         -5.40  (seconds)                    DEFLEC18
 DR4356  DYNAMIC HEIGHT  -        368.924 (meters)     1210.38  (feet) COMP
 DR4356  MODELED GRAVITY -    980,821.3   (mgal)                       NAVD 88
 DR4356
 DR4356  VERT ORDER      -  SECOND    CLASS I
 DR4356
 DR4356  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DR4356  Standards:
 DR4356         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DR4356            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DR4356  -------------------------------------------------------------------
 DR4356  NETWORK    0.61   1.08           0.28   0.21   0.55     -0.14075842
 DR4356  -------------------------------------------------------------------
 DR4356  Click here for local accuracies and other accuracy information.
 DR4356
 DR4356.The horizontal coordinates were established by GPS observations
 DR4356.and adjusted by the MN DEPT OF TRANSP in January 2023.
 DR4356
 DR4356.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DR4356.been affixed to the stable North American tectonic plate. See 
 DR4356.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DR4356
 DR4356.The horizontal coordinates are valid at the epoch date displayed above
 DR4356.which is a decimal equivalence of Year/Month/Day.
 DR4356
 DR4356.The orthometric height was determined by differential leveling and
 DR4356.adjusted by the NATIONAL GEODETIC SURVEY
 DR4356.in May 2021.
 DR4356
 DR4356.Significant digits in the geoid height do not necessarily reflect accuracy.
 DR4356.GEOID18 height accuracy estimate available here.
 DR4356
 DR4356.Click photographs - Photos may exist for this station.
 DR4356
 DR4356.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DR4356
 DR4356.The Laplace correction was computed from DEFLEC18 derived deflections.
 DR4356
 DR4356.The ellipsoidal height was determined by GPS observations
 DR4356.and is referenced to NAD 83.
 DR4356
 DR4356.The dynamic height is computed by dividing the NAVD 88
 DR4356.geopotential number by the normal gravity value computed on the
 DR4356.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DR4356.degrees latitude (g = 980.6199 gals.).
 DR4356
 DR4356.The modeled gravity was interpolated from observed gravity values.
 DR4356
 DR4356. The following values were computed from the NAD 83(2011) position.
 DR4356
 DR4356;                    North         East     Units Scale Factor Converg.
 DR4356;SPC MN N     -   300,696.110   626,042.431   MT  0.99993312   -1 44 15.7
 DR4356;SPC MN N     -   986,533.82  2,053,940.88   sFT  0.99993312   -1 44 15.7
 DR4356;UTM  15      - 5,350,475.665   318,661.072   MT  1.00000405   -1 49 30.1
 DR4356
 DR4356!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DR4356!SPC MN N     -   0.99994652  x   0.99993312  =   0.99987964
 DR4356!UTM  15      -   0.99994652  x   1.00000405  =   0.99995057
 DR4356
 DR4356_U.S. NATIONAL GRID SPATIAL ADDRESS: 15UUP1866150475(NAD 83)
 DR4356
 DR4356                          SUPERSEDED SURVEY CONTROL
 DR4356
 DR4356.No superseded survey control is available for this station.
 DR4356
 DR4356_MARKER: I = METAL ROD
 DR4356_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 DR4356+WITH SETTING: INFORMATION.
 DR4356_STAMPING: 0415 F RESET 2018
 DR4356_MARK LOGO: MNDT
 DR4356_PROJECTION: RECESSED 5 CENTIMETERS
 DR4356_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DR4356_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DR4356_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DR4356+SATELLITE: SATELLITE OBSERVATIONS - August 09, 2022
 DR4356_ROD/PIPE-DEPTH: 1.8 meters
 DR4356
 DR4356  HISTORY     - Date     Condition        Report By
 DR4356  HISTORY     - 20180830 MONUMENTED       MNDT
 DR4356  HISTORY     - 20220809 GOOD             MNDT
 DR4356
 DR4356                          STATION DESCRIPTION
 DR4356
 DR4356'DESCRIBED BY MN DEPT OF TRANSP 2018
 DR4356'THE MARK IS LOCATED ABOUT 13.1 KM (8.1 MI) EAST OF GRYGLA, 8.1 KM (5.0
 DR4356'MI) WEST OF FOUR TOWN, 5.8 KM (3.6 MI) NORTHWEST OF JELLE AND IN THE
 DR4356'TOWN OF CARMEL, MN.
 DR4356'
 DR4356'THE MARK IS LOCATED 8.65 MI (13.92 KM) EAST ALONG TRUNK HIGHWAY 89
 DR4356'FROM THE SOUTH JUNCTION OF TRUNK HIGHWAY 89 AND COUNTY ROAD 54 IN
 DR4356'GRYGLA.
 DR4356'
 DR4356'AT TRUNK HIGHWAY 89 MILE POINT 72.0, 87.1 FT (26.5 M) SOUTH OF TRUNK
 DR4356'HIGHWAY 86, 29.0 FT (8.8 M) WEST OF COUNTY ROAD 705, 11.5 NORTH OF A
 DR4356'FIELD ENTRANCE AND 5.0 FT (1.5 M) SOUTH OF A WITNESS POST.
 DR4356
 DR4356                          STATION RECOVERY (2022)
 DR4356
 DR4356'RECOVERY NOTE BY MN DEPT OF TRANSP 2022 (JXP)
 DR4356'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DR4355 ***********************************************************************
 DR4355  DESIGNATION -  0415 G RESET
 DR4355  PID         -  DR4355
 DR4355  STATE/COUNTY-  MN/BELTRAMI
 DR4355  COUNTRY     -  US
 DR4355  USGS QUAD   -  CARMEL (2019)
 DR4355
 DR4355                         *CURRENT SURVEY CONTROL
 DR4355  ______________________________________________________________________
 DR4355* NAD 83(2011) POSITION- 48 16 52.63429(N) 095 25 21.31370(W)   ADJUSTED
 DR4355* NAD 83(2011) ELLIP HT-   342.693 (meters)        (01/03/23)   ADJUSTED
 DR4355* NAD 83(2011) EPOCH   -  2010.00
 DR4355* NAVD 88 ORTHO HEIGHT -   370.324 (meters)     1214.97  (feet) ADJUSTED
 DR4355  ______________________________________________________________________
 DR4355  GEOID HEIGHT    -        -27.633 (meters)                     GEOID18
 DR4355  NAD 83(2011) X  -   -401,878.830 (meters)                     COMP
 DR4355  NAD 83(2011) Y  - -4,233,619.576 (meters)                     COMP
 DR4355  NAD 83(2011) Z  -  4,738,003.512 (meters)                     COMP
 DR4355  LAPLACE CORR    -         -5.55  (seconds)                    DEFLEC18
 DR4355  DYNAMIC HEIGHT  -        370.405 (meters)     1215.24  (feet) COMP
 DR4355  MODELED GRAVITY -    980,819.2   (mgal)                       NAVD 88
 DR4355
 DR4355  VERT ORDER      -  SECOND    CLASS I
 DR4355
 DR4355  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DR4355  Standards:
 DR4355         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DR4355            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DR4355  -------------------------------------------------------------------
 DR4355  NETWORK    0.72   1.27           0.33   0.24   0.65     -0.10525258
 DR4355  -------------------------------------------------------------------
 DR4355  Click here for local accuracies and other accuracy information.
 DR4355
 DR4355.The horizontal coordinates were established by GPS observations
 DR4355.and adjusted by the MN DEPT OF TRANSP in January 2023.
 DR4355
 DR4355.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DR4355.been affixed to the stable North American tectonic plate. See 
 DR4355.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DR4355
 DR4355.The horizontal coordinates are valid at the epoch date displayed above
 DR4355.which is a decimal equivalence of Year/Month/Day.
 DR4355
 DR4355.The orthometric height was determined by differential leveling and
 DR4355.adjusted by the NATIONAL GEODETIC SURVEY
 DR4355.in May 2021.
 DR4355
 DR4355.Significant digits in the geoid height do not necessarily reflect accuracy.
 DR4355.GEOID18 height accuracy estimate available here.
 DR4355
 DR4355.Click photographs - Photos may exist for this station.
 DR4355
 DR4355.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DR4355
 DR4355.The Laplace correction was computed from DEFLEC18 derived deflections.
 DR4355
 DR4355.The ellipsoidal height was determined by GPS observations
 DR4355.and is referenced to NAD 83.
 DR4355
 DR4355.The dynamic height is computed by dividing the NAVD 88
 DR4355.geopotential number by the normal gravity value computed on the
 DR4355.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DR4355.degrees latitude (g = 980.6199 gals.).
 DR4355
 DR4355.The modeled gravity was interpolated from observed gravity values.
 DR4355
 DR4355. The following values were computed from the NAD 83(2011) position.
 DR4355
 DR4355;                    North         East     Units Scale Factor Converg.
 DR4355;SPC MN N     -   300,624.680   627,657.877   MT  0.99993309   -1 43 17.6
 DR4355;SPC MN N     -   986,299.47  2,059,240.88   sFT  0.99993309   -1 43 17.6
 DR4355;UTM  15      - 5,350,401.769   320,276.516   MT  0.99999688   -1 48 31.5
 DR4355
 DR4355!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DR4355!SPC MN N     -   0.99994629  x   0.99993309  =   0.99987939
 DR4355!UTM  15      -   0.99994629  x   0.99999688  =   0.99994317
 DR4355
 DR4355_U.S. NATIONAL GRID SPATIAL ADDRESS: 15UUP2027650401(NAD 83)
 DR4355
 DR4355                          SUPERSEDED SURVEY CONTROL
 DR4355
 DR4355.No superseded survey control is available for this station.
 DR4355
 DR4355_MARKER: I = METAL ROD
 DR4355_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DR4355_STAMPING: 0415 G RESET 2018
 DR4355_MARK LOGO: MNDT
 DR4355_PROJECTION: RECESSED 5 CENTIMETERS
 DR4355_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DR4355_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DR4355_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DR4355+SATELLITE: SATELLITE OBSERVATIONS - August 09, 2022
 DR4355_ROD/PIPE-DEPTH: 8.2 meters
 DR4355
 DR4355  HISTORY     - Date     Condition        Report By
 DR4355  HISTORY     - 20180830 MONUMENTED       MNDT
 DR4355  HISTORY     - 20220809 GOOD             MNDT
 DR4355
 DR4355                          STATION DESCRIPTION
 DR4355
 DR4355'DESCRIBED BY MN DEPT OF TRANSP 2018
 DR4355'THE MARK IS LOCATED ABOUT 9.1 MI (14.6 KM) EAST OF GRYGLA, 14.2 KM
 DR4355'(8.8 MI) WEST-NORTHWEST OF THORHULT, 6.5 KM (4.0 MI) WEST OF FOUR
 DR4355'TOWN, 5.1 KM (3.2 MI) NORTH-NORTHWEST OF JELLE AND 1.6 KM (1.0 MI)
 DR4355'EAST OF CARMEL.
 DR4355'
 DR4355'THE MARK IS LOCATED 9.6 MI (15.4 KM) EAST ALONG GRYGLA FROM THE SOUTH
 DR4355'JUNCTION OF TRUNK HIGHWAY 89 AND COUNTY ROAD 54 IN GRYGLA.
 DR4355'
 DR4355'AT TRUNK HIGHWAY 89 MILE POINT 71.0, 48.3 FT (14.7 M) SOUTH OF TRUNK
 DR4355'HIGHWAY 89, 14.6 FT (4.5 M) EAST OF ENTRANCE, 2.0 FT (0.6 M) EAST OF A
 DR4355'WITNESS POST.
 DR4355
 DR4355                          STATION RECOVERY (2022)
 DR4355
 DR4355'RECOVERY NOTE BY MN DEPT OF TRANSP 2022 (JXP)
 DR4355'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DR4352 ***********************************************************************
 DR4352  DESIGNATION -  0415 H RESET
 DR4352  PID         -  DR4352
 DR4352  STATE/COUNTY-  MN/BELTRAMI
 DR4352  COUNTRY     -  US
 DR4352  USGS QUAD   -  CARMEL (2019)
 DR4352
 DR4352                         *CURRENT SURVEY CONTROL
 DR4352  ______________________________________________________________________
 DR4352* NAD 83(2011) POSITION- 48 16 51.70096(N) 095 22 44.73521(W)   ADJUSTED
 DR4352* NAD 83(2011) ELLIP HT-   345.772 (meters)        (01/03/23)   ADJUSTED
 DR4352* NAD 83(2011) EPOCH   -  2010.00
 DR4352* NAVD 88 ORTHO HEIGHT -   373.492 (meters)     1225.37  (feet) ADJUSTED
 DR4352  ______________________________________________________________________
 DR4352  GEOID HEIGHT    -        -27.713 (meters)                     GEOID18
 DR4352  NAD 83(2011) X  -   -398,667.124 (meters)                     COMP
 DR4352  NAD 83(2011) Y  - -4,233,946.892 (meters)                     COMP
 DR4352  NAD 83(2011) Z  -  4,737,986.624 (meters)                     COMP
 DR4352  LAPLACE CORR    -         -5.64  (seconds)                    DEFLEC18
 DR4352  DYNAMIC HEIGHT  -        373.572 (meters)     1225.63  (feet) COMP
 DR4352  MODELED GRAVITY -    980,815.6   (mgal)                       NAVD 88
 DR4352
 DR4352  VERT ORDER      -  SECOND    CLASS I
 DR4352
 DR4352  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DR4352  Standards:
 DR4352         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DR4352            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DR4352  -------------------------------------------------------------------
 DR4352  NETWORK    0.59   1.06           0.27   0.20   0.54     -0.12266720
 DR4352  -------------------------------------------------------------------
 DR4352  Click here for local accuracies and other accuracy information.
 DR4352
 DR4352.The horizontal coordinates were established by GPS observations
 DR4352.and adjusted by the MN DEPT OF TRANSP in January 2023.
 DR4352
 DR4352.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DR4352.been affixed to the stable North American tectonic plate. See 
 DR4352.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DR4352
 DR4352.The horizontal coordinates are valid at the epoch date displayed above
 DR4352.which is a decimal equivalence of Year/Month/Day.
 DR4352
 DR4352.The orthometric height was determined by differential leveling and
 DR4352.adjusted by the NATIONAL GEODETIC SURVEY
 DR4352.in May 2021.
 DR4352
 DR4352.Significant digits in the geoid height do not necessarily reflect accuracy.
 DR4352.GEOID18 height accuracy estimate available here.
 DR4352
 DR4352.Click photographs - Photos may exist for this station.
 DR4352
 DR4352.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DR4352
 DR4352.The Laplace correction was computed from DEFLEC18 derived deflections.
 DR4352
 DR4352.The ellipsoidal height was determined by GPS observations
 DR4352.and is referenced to NAD 83.
 DR4352
 DR4352.The dynamic height is computed by dividing the NAVD 88
 DR4352.geopotential number by the normal gravity value computed on the
 DR4352.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DR4352.degrees latitude (g = 980.6199 gals.).
 DR4352
 DR4352.The modeled gravity was interpolated from observed gravity values.
 DR4352
 DR4352. The following values were computed from the NAD 83(2011) position.
 DR4352
 DR4352;                    North         East     Units Scale Factor Converg.
 DR4352;SPC MN N     -   300,499.802   630,883.455   MT  0.99993305   -1 41 21.5
 DR4352;SPC MN N     -   985,889.77  2,069,823.47   sFT  0.99993305   -1 41 21.5
 DR4352;UTM  15      - 5,350,271.982   323,502.083   MT  0.99998277   -1 46 34.5
 DR4352
 DR4352!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DR4352!SPC MN N     -   0.99994581  x   0.99993305  =   0.99987886
 DR4352!UTM  15      -   0.99994581  x   0.99998277  =   0.99992858
 DR4352
 DR4352_U.S. NATIONAL GRID SPATIAL ADDRESS: 15UUP2350250271(NAD 83)
 DR4352
 DR4352                          SUPERSEDED SURVEY CONTROL
 DR4352
 DR4352.No superseded survey control is available for this station.
 DR4352
 DR4352_MARKER: I = METAL ROD
 DR4352_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DR4352_STAMPING: 0415 H RESET 2018
 DR4352_MARK LOGO: MNDT
 DR4352_PROJECTION: RECESSED 8 CENTIMETERS
 DR4352_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DR4352_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DR4352_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DR4352+SATELLITE: SATELLITE OBSERVATIONS - August 10, 2022
 DR4352_ROD/PIPE-DEPTH: 4.6 meters
 DR4352
 DR4352  HISTORY     - Date     Condition        Report By
 DR4352  HISTORY     - 20180910 MONUMENTED       MNDT
 DR4352  HISTORY     - 20220810 GOOD             MNDT
 DR4352
 DR4352                          STATION DESCRIPTION
 DR4352
 DR4352'DESCRIBED BY MN DEPT OF TRANSP 2018
 DR4352'THE MARK IS LOCATED ABOUT 11.1 MI (17.9 KM) EAST OF GRYGLA, 11.3 KM
 DR4352'(7.0 MI) WEST-NORTHWEST OF THORHULT, 5.0 KM (3.1 MI) NORTH-NORTHEAST
 DR4352'OF JELLE, 4.8 KM (3.0 MI) EAST OF CARMEL AND 3.3 KM (2.1 MI) WEST OF
 DR4352'FOUR TOWN.
 DR4352'
 DR4352'THE MARK IS LOCATED ABOUT 11.1 MI (17.9 KM) EAST OF GRYGLA, 11.6 MI
 DR4352'(18.7 KM) EAST ALONG TRUNK HIGHWAY 89 FROM THE SOUTH JUNCTION OF TRUNK
 DR4352'HIGHWAY 89 AND COUNTY ROAD ROAD 54 IN GRYGLA.
 DR4352'
 DR4352'AT THE TRUNK HIGHWAY 89 MILE POINT 69.0, 55.4 FT (16.9 M) SOUTH OF
 DR4352'TRUNK HIGHWAY 84, 24.2 FT (7.4 M) EAST OF ENTRANCE, 20.2 FT (6.2 M)
 DR4352'NORTH-NORTHWEST OF POWER POLE, 4.0 FT (1.2 M) NORTH OF A WITNESS POST.
 DR4352
 DR4352                          STATION RECOVERY (2022)
 DR4352
 DR4352'RECOVERY NOTE BY MN DEPT OF TRANSP 2022 (JXP)
 DR4352'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DR4351 ***********************************************************************
 DR4351  DESIGNATION -  0415 J RESET
 DR4351  PID         -  DR4351
 DR4351  STATE/COUNTY-  MN/BELTRAMI
 DR4351  COUNTRY     -  US
 DR4351  USGS QUAD   -  FOUR TOWN (2019)
 DR4351
 DR4351                         *CURRENT SURVEY CONTROL
 DR4351  ______________________________________________________________________
 DR4351* NAD 83(2011) POSITION- 48 16 51.43730(N) 095 21 27.63652(W)   ADJUSTED
 DR4351* NAD 83(2011) ELLIP HT-   346.205 (meters)        (01/03/23)   ADJUSTED
 DR4351* NAD 83(2011) EPOCH   -  2010.00
 DR4351* NAVD 88 ORTHO HEIGHT -   373.964 (meters)     1226.91  (feet) ADJUSTED
 DR4351  ______________________________________________________________________
 DR4351  GEOID HEIGHT    -        -27.752 (meters)                     GEOID18
 DR4351  NAD 83(2011) X  -   -397,085.105 (meters)                     COMP
 DR4351  NAD 83(2011) Y  - -4,234,101.951 (meters)                     COMP
 DR4351  NAD 83(2011) Z  -  4,737,981.528 (meters)                     COMP
 DR4351  LAPLACE CORR    -         -5.46  (seconds)                    DEFLEC18
 DR4351  DYNAMIC HEIGHT  -        374.044 (meters)     1227.18  (feet) COMP
 DR4351  MODELED GRAVITY -    980,814.1   (mgal)                       NAVD 88
 DR4351
 DR4351  VERT ORDER      -  SECOND    CLASS I
 DR4351
 DR4351  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DR4351  Standards:
 DR4351         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DR4351            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DR4351  -------------------------------------------------------------------
 DR4351  NETWORK    0.69   1.25           0.32   0.23   0.64     -0.13957054
 DR4351  -------------------------------------------------------------------
 DR4351  Click here for local accuracies and other accuracy information.
 DR4351
 DR4351.The horizontal coordinates were established by GPS observations
 DR4351.and adjusted by the MN DEPT OF TRANSP in January 2023.
 DR4351
 DR4351.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DR4351.been affixed to the stable North American tectonic plate. See 
 DR4351.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DR4351
 DR4351.The horizontal coordinates are valid at the epoch date displayed above
 DR4351.which is a decimal equivalence of Year/Month/Day.
 DR4351
 DR4351.The orthometric height was determined by differential leveling and
 DR4351.adjusted by the NATIONAL GEODETIC SURVEY
 DR4351.in May 2021.
 DR4351
 DR4351.Significant digits in the geoid height do not necessarily reflect accuracy.
 DR4351.GEOID18 height accuracy estimate available here.
 DR4351
 DR4351.Click photographs - Photos may exist for this station.
 DR4351
 DR4351.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DR4351
 DR4351.The Laplace correction was computed from DEFLEC18 derived deflections.
 DR4351
 DR4351.The ellipsoidal height was determined by GPS observations
 DR4351.and is referenced to NAD 83.
 DR4351
 DR4351.The dynamic height is computed by dividing the NAVD 88
 DR4351.geopotential number by the normal gravity value computed on the
 DR4351.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DR4351.degrees latitude (g = 980.6199 gals.).
 DR4351
 DR4351.The modeled gravity was interpolated from observed gravity values.
 DR4351
 DR4351. The following values were computed from the NAD 83(2011) position.
 DR4351
 DR4351;                    North         East     Units Scale Factor Converg.
 DR4351;SPC MN N     -   300,445.027   632,471.927   MT  0.99993305   -1 40 24.4
 DR4351;SPC MN N     -   985,710.06  2,075,034.98   sFT  0.99993305   -1 40 24.4
 DR4351;UTM  15      - 5,350,214.796   325,090.543   MT  0.99997591   -1 45 36.9
 DR4351
 DR4351!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DR4351!SPC MN N     -   0.99994574  x   0.99993305  =   0.99987880
 DR4351!UTM  15      -   0.99994574  x   0.99997591  =   0.99992165
 DR4351
 DR4351_U.S. NATIONAL GRID SPATIAL ADDRESS: 15UUP2509050214(NAD 83)
 DR4351
 DR4351                          SUPERSEDED SURVEY CONTROL
 DR4351
 DR4351.No superseded survey control is available for this station.
 DR4351
 DR4351_MARKER: I = METAL ROD
 DR4351_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DR4351_STAMPING: 0415 J RESET 2018
 DR4351_MARK LOGO: MNDT
 DR4351_PROJECTION: RECESSED 8 CENTIMETERS
 DR4351_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DR4351_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DR4351_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DR4351+SATELLITE: SATELLITE OBSERVATIONS - August 10, 2022
 DR4351_ROD/PIPE-DEPTH: 20.7 meters
 DR4351
 DR4351  HISTORY     - Date     Condition        Report By
 DR4351  HISTORY     - 20180910 MONUMENTED       MNDT
 DR4351  HISTORY     - 20220810 GOOD             MNDT
 DR4351
 DR4351                          STATION DESCRIPTION
 DR4351
 DR4351'DESCRIBED BY MN DEPT OF TRANSP 2018
 DR4351'THE MARK IS LOCATED ABOUT 12.1 MI (19.5 KM) EAST OF GRYGLA, 9.9 KM
 DR4351'(6.2 MI) NORTHWEST OF THORHULT, 6.4 KM (4.0 MI) EAST OF CARMEL, 5.7 KM
 DR4351'(3.5 MI) NORTH-NORTHEAST OF JELLE AND 1.7 KM (1.1 MI) WEST OF FOUR
 DR4351'TOWN.
 DR4351'
 DR4351'THE MARK IS LOCATED 12.6 MI (20.3 KM) EAST ALONG TRUNK HIGHWAY 89 FROM
 DR4351'THE SOUTH JUNCTION OF TRUNK HIGHWAY 89 AND COUNTY ROAD 54 IN GRYGLA.
 DR4351'AT TRUNK HIGHWAY 89 MILE POINT 68.0, 58.9 FT (18.0 M) SOUTH OF TRUNK
 DR4351'HIGHWAY 89, 36.2 FT (11.0 M) WEST OF GUSTS ROAD NORTHWEST, 12.4 FT
 DR4351'(3.8 M) NORTH-NORTHWEST OF CABLE PEDESTAL NUMBER 13W 3-1S AND 4.0 FT
 DR4351'(1.2 M) EAST OF A WITNESS POST.
 DR4351
 DR4351                          STATION RECOVERY (2022)
 DR4351
 DR4351'RECOVERY NOTE BY MN DEPT OF TRANSP 2022 (JXP)
 DR4351'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DR4349 ***********************************************************************
 DR4349  DESIGNATION -  0415 K RESET
 DR4349  PID         -  DR4349
 DR4349  STATE/COUNTY-  MN/BELTRAMI
 DR4349  COUNTRY     -  US
 DR4349  USGS QUAD   -  FOUR TOWN (2019)
 DR4349
 DR4349                         *CURRENT SURVEY CONTROL
 DR4349  ______________________________________________________________________
 DR4349* NAD 83(2011) POSITION- 48 16 22.46096(N) 095 19 02.36920(W)   ADJUSTED
 DR4349* NAD 83(2011) ELLIP HT-   344.832 (meters)        (01/03/23)   ADJUSTED
 DR4349* NAD 83(2011) EPOCH   -  2010.00
 DR4349* NAVD 88 ORTHO HEIGHT -   372.657 (meters)     1222.63  (feet) ADJUSTED
 DR4349  ______________________________________________________________________
 DR4349  GEOID HEIGHT    -        -27.822 (meters)                     GEOID18
 DR4349  NAD 83(2011) X  -   -394,164.855 (meters)                     COMP
 DR4349  NAD 83(2011) Y  - -4,235,044.821 (meters)                     COMP
 DR4349  NAD 83(2011) Z  -  4,737,384.812 (meters)                     COMP
 DR4349  LAPLACE CORR    -         -5.06  (seconds)                    DEFLEC18
 DR4349  DYNAMIC HEIGHT  -        372.735 (meters)     1222.88  (feet) COMP
 DR4349  MODELED GRAVITY -    980,810.0   (mgal)                       NAVD 88
 DR4349
 DR4349  VERT ORDER      -  SECOND    CLASS I
 DR4349
 DR4349  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DR4349  Standards:
 DR4349         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DR4349            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DR4349  -------------------------------------------------------------------
 DR4349  NETWORK    0.70   1.25           0.32   0.24   0.64     -0.14430911
 DR4349  -------------------------------------------------------------------
 DR4349  Click here for local accuracies and other accuracy information.
 DR4349
 DR4349.The horizontal coordinates were established by GPS observations
 DR4349.and adjusted by the MN DEPT OF TRANSP in January 2023.
 DR4349
 DR4349.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DR4349.been affixed to the stable North American tectonic plate. See 
 DR4349.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DR4349
 DR4349.The horizontal coordinates are valid at the epoch date displayed above
 DR4349.which is a decimal equivalence of Year/Month/Day.
 DR4349
 DR4349.The orthometric height was determined by differential leveling and
 DR4349.adjusted by the NATIONAL GEODETIC SURVEY
 DR4349.in May 2021.
 DR4349
 DR4349.Significant digits in the geoid height do not necessarily reflect accuracy.
 DR4349.GEOID18 height accuracy estimate available here.
 DR4349
 DR4349.Click photographs - Photos may exist for this station.
 DR4349
 DR4349.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DR4349
 DR4349.The Laplace correction was computed from DEFLEC18 derived deflections.
 DR4349
 DR4349.The ellipsoidal height was determined by GPS observations
 DR4349.and is referenced to NAD 83.
 DR4349
 DR4349.The dynamic height is computed by dividing the NAVD 88
 DR4349.geopotential number by the normal gravity value computed on the
 DR4349.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DR4349.degrees latitude (g = 980.6199 gals.).
 DR4349
 DR4349.The modeled gravity was interpolated from observed gravity values.
 DR4349
 DR4349. The following values were computed from the NAD 83(2011) position.
 DR4349
 DR4349;                    North         East     Units Scale Factor Converg.
 DR4349;SPC MN N     -   299,463.771   635,439.702   MT  0.99993196   -1 38 36.7
 DR4349;SPC MN N     -   982,490.72  2,084,771.76   sFT  0.99993196   -1 38 36.7
 DR4349;UTM  15      - 5,349,229.019   328,056.942   MT  0.99996326   -1 43 47.6
 DR4349
 DR4349!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DR4349!SPC MN N     -   0.99994596  x   0.99993196  =   0.99987792
 DR4349!UTM  15      -   0.99994596  x   0.99996326  =   0.99990922
 DR4349
 DR4349_U.S. NATIONAL GRID SPATIAL ADDRESS: 15UUP2805649229(NAD 83)
 DR4349
 DR4349                          SUPERSEDED SURVEY CONTROL
 DR4349
 DR4349.No superseded survey control is available for this station.
 DR4349
 DR4349_MARKER: I = METAL ROD
 DR4349_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 DR4349+WITH SETTING: INFORMATION.
 DR4349_STAMPING: 0415 K RESET 2018
 DR4349_MARK LOGO: MNDT
 DR4349_PROJECTION: RECESSED 8 CENTIMETERS
 DR4349_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DR4349_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DR4349_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DR4349+SATELLITE: SATELLITE OBSERVATIONS - August 10, 2022
 DR4349_ROD/PIPE-DEPTH: 3.0 meters
 DR4349
 DR4349  HISTORY     - Date     Condition        Report By
 DR4349  HISTORY     - 20180912 MONUMENTED       MNDT
 DR4349  HISTORY     - 20220810 GOOD             MNDT
 DR4349
 DR4349                          STATION DESCRIPTION
 DR4349
 DR4349'DESCRIBED BY MN DEPT OF TRANSP 2018
 DR4349'THE MARK IS LOCATED ABOUT 14.0 MI (22.5 KM) EAST OF GRYGLA, 9.5 KM
 DR4349'(5.9 MI) EAST OF CARMEL, 7.3 KM (4.5 MI) EAST-NORTHEAST OF JELLE, 7.0
 DR4349'KM (4.4 MI) NORTHWEST OF THORHULT AND 1.6 KM (1.0 MI) SOUTHEAST OF
 DR4349'FOUR TOWN.
 DR4349'
 DR4349'THE MARK IS LOCATED 14.65 MI (23.57 KM) EAST AND SOUTH ALONG TRUNK 89
 DR4349'FROM THE SOUTH JUNCTION OF TRUNK HIGHWAY 89 AND COUNTY ROAD 54 IN
 DR4349'GRYGLA.
 DR4349'
 DR4349'AT TRUNK HIGHWAY 89 MILE POINT 65.9, 57.3 FT (17.5 M) SOUTHWEST OF
 DR4349'TRUNK HIGHWAY 89, 2.0 FT (0.6 M) SOUTHWEST OF A WITNESS POST.
 DR4349
 DR4349                          STATION RECOVERY (2022)
 DR4349
 DR4349'RECOVERY NOTE BY MN DEPT OF TRANSP 2022 (BXG)
 DR4349'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DR4348 ***********************************************************************
 DR4348  DESIGNATION -  0415 L RESET
 DR4348  PID         -  DR4348
 DR4348  STATE/COUNTY-  MN/BELTRAMI
 DR4348  COUNTRY     -  US
 DR4348  USGS QUAD   -  FOUR TOWN (2019)
 DR4348
 DR4348                         *CURRENT SURVEY CONTROL
 DR4348  ______________________________________________________________________
 DR4348* NAD 83(2011) POSITION- 48 15 47.22729(N) 095 18 05.87166(W)   ADJUSTED
 DR4348* NAD 83(2011) ELLIP HT-   344.852 (meters)        (01/03/23)   ADJUSTED
 DR4348* NAD 83(2011) EPOCH   -  2010.00
 DR4348* NAVD 88 ORTHO HEIGHT -   372.710 (meters)     1222.80  (feet) ADJUSTED
 DR4348  ______________________________________________________________________
 DR4348  GEOID HEIGHT    -        -27.850 (meters)                     GEOID18
 DR4348  NAD 83(2011) X  -   -393,079.876 (meters)                     COMP
 DR4348  NAD 83(2011) Y  - -4,235,961.361 (meters)                     COMP
 DR4348  NAD 83(2011) Z  -  4,736,660.374 (meters)                     COMP
 DR4348  LAPLACE CORR    -         -5.07  (seconds)                    DEFLEC18
 DR4348  DYNAMIC HEIGHT  -        372.787 (meters)     1223.05  (feet) COMP
 DR4348  MODELED GRAVITY -    980,807.4   (mgal)                       NAVD 88
 DR4348
 DR4348  VERT ORDER      -  SECOND    CLASS I
 DR4348
 DR4348  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DR4348  Standards:
 DR4348         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DR4348            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DR4348  -------------------------------------------------------------------
 DR4348  NETWORK    0.68   1.22           0.31   0.23   0.62     -0.12147453
 DR4348  -------------------------------------------------------------------
 DR4348  Click here for local accuracies and other accuracy information.
 DR4348
 DR4348.The horizontal coordinates were established by GPS observations
 DR4348.and adjusted by the MN DEPT OF TRANSP in January 2023.
 DR4348
 DR4348.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DR4348.been affixed to the stable North American tectonic plate. See 
 DR4348.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DR4348
 DR4348.The horizontal coordinates are valid at the epoch date displayed above
 DR4348.which is a decimal equivalence of Year/Month/Day.
 DR4348
 DR4348.The orthometric height was determined by differential leveling and
 DR4348.adjusted by the NATIONAL GEODETIC SURVEY
 DR4348.in May 2021.
 DR4348
 DR4348.Significant digits in the geoid height do not necessarily reflect accuracy.
 DR4348.GEOID18 height accuracy estimate available here.
 DR4348
 DR4348.Click photographs - Photos may exist for this station.
 DR4348
 DR4348.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DR4348
 DR4348.The Laplace correction was computed from DEFLEC18 derived deflections.
 DR4348
 DR4348.The ellipsoidal height was determined by GPS observations
 DR4348.and is referenced to NAD 83.
 DR4348
 DR4348.The dynamic height is computed by dividing the NAVD 88
 DR4348.geopotential number by the normal gravity value computed on the
 DR4348.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DR4348.degrees latitude (g = 980.6199 gals.).
 DR4348
 DR4348.The modeled gravity was interpolated from observed gravity values.
 DR4348
 DR4348. The following values were computed from the NAD 83(2011) position.
 DR4348
 DR4348;                    North         East     Units Scale Factor Converg.
 DR4348;SPC MN N     -   298,342.710   636,573.119   MT  0.99993067   -1 37 54.8
 DR4348;SPC MN N     -   978,812.71  2,088,490.31   sFT  0.99993067   -1 37 54.8
 DR4348;UTM  15      - 5,348,106.221   329,188.705   MT  0.99995850   -1 43 04.5
 DR4348
 DR4348!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DR4348!SPC MN N     -   0.99994596  x   0.99993067  =   0.99987663
 DR4348!UTM  15      -   0.99994596  x   0.99995850  =   0.99990446
 DR4348
 DR4348_U.S. NATIONAL GRID SPATIAL ADDRESS: 15UUP2918848106(NAD 83)
 DR4348
 DR4348                          SUPERSEDED SURVEY CONTROL
 DR4348
 DR4348.No superseded survey control is available for this station.
 DR4348
 DR4348_MARKER: I = METAL ROD
 DR4348_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DR4348_STAMPING: 0415 L RESET 2018
 DR4348_MARK LOGO: MNDT
 DR4348_PROJECTION: RECESSED 10 CENTIMETERS
 DR4348_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DR4348_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DR4348+STABILITY: SURFACE MOTION
 DR4348_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DR4348+SATELLITE: SATELLITE OBSERVATIONS - August 10, 2022
 DR4348_ROD/PIPE-DEPTH: 3.4 meters
 DR4348
 DR4348  HISTORY     - Date     Condition        Report By
 DR4348  HISTORY     - 20180912 MONUMENTED       MNDT
 DR4348  HISTORY     - 20220810 GOOD             MNDT
 DR4348
 DR4348                          STATION DESCRIPTION
 DR4348
 DR4348'DESCRIBED BY MN DEPT OF TRANSP 2018
 DR4348'THE MARK IS LOCATED ABOUT 14.6 MI (23.5 KM) EAST-SOUTHEAST OF GRYGLA,
 DR4348'10.8 KM (6.7 MI) EAST OF CARMEL, 7.8 KM (4.8 MI) EAST-NORTHEAST OF
 DR4348'JELLE, 5.4 KM (3.4 MI) NORTHWEST OF THORHULT AND 3.2 KM (2.0 MI)
 DR4348'SOUTHEAST OF FOUR TOWN.
 DR4348'
 DR4348'THE MARK IS LOCATED 15.65 MI (25.18 KM) EAST AND SOUTHEAST ALONG TRUNK
 DR4348'HIGHWAY 89 FROM THE SOUTH JUNCTION OF TRUNK HIGHWAY 89 AND COUNTY ROAD
 DR4348'54 IN GRYGLA.
 DR4348'
 DR4348'AT TRUNK HIGHWAY 89 MILE POINT 64.9, 28.5 FT (8.7 M) SOUTHWEST OF
 DR4348'TRUNK HIGHWAY 89, 1.4 FT (0.4 M) SOUTHWEST OF A WITNESS POST.
 DR4348
 DR4348                          STATION RECOVERY (2022)
 DR4348
 DR4348'RECOVERY NOTE BY MN DEPT OF TRANSP 2022 (AXH)
 DR4348'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DR4345 ***********************************************************************
 DR4345  DESIGNATION -  0415 M RESET
 DR4345  PID         -  DR4345
 DR4345  STATE/COUNTY-  MN/BELTRAMI
 DR4345  COUNTRY     -  US
 DR4345  USGS QUAD   -  JELLE NE (2019)
 DR4345
 DR4345                         *CURRENT SURVEY CONTROL
 DR4345  ______________________________________________________________________
 DR4345* NAD 83(2011) POSITION- 48 14 35.58155(N) 095 16 12.91630(W)   ADJUSTED
 DR4345* NAD 83(2011) ELLIP HT-   346.382 (meters)        (01/03/23)   ADJUSTED
 DR4345* NAD 83(2011) EPOCH   -  2010.00
 DR4345* NAVD 88 ORTHO HEIGHT -   374.297 (meters)     1228.01  (feet) ADJUSTED
 DR4345  ______________________________________________________________________
 DR4345  GEOID HEIGHT    -        -27.909 (meters)                     GEOID18
 DR4345  NAD 83(2011) X  -   -390,911.866 (meters)                     COMP
 DR4345  NAD 83(2011) Y  - -4,237,821.187 (meters)                     COMP
 DR4345  NAD 83(2011) Z  -  4,735,187.956 (meters)                     COMP
 DR4345  LAPLACE CORR    -         -5.06  (seconds)                    DEFLEC18
 DR4345  DYNAMIC HEIGHT  -        374.372 (meters)     1228.25  (feet) COMP
 DR4345  MODELED GRAVITY -    980,802.3   (mgal)                       NAVD 88
 DR4345
 DR4345  VERT ORDER      -  SECOND    CLASS I
 DR4345
 DR4345  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DR4345  Standards:
 DR4345         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DR4345            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DR4345  -------------------------------------------------------------------
 DR4345  NETWORK    0.72   1.37           0.33   0.24   0.70     -0.11871856
 DR4345  -------------------------------------------------------------------
 DR4345  Click here for local accuracies and other accuracy information.
 DR4345
 DR4345.The horizontal coordinates were established by GPS observations
 DR4345.and adjusted by the MN DEPT OF TRANSP in January 2023.
 DR4345
 DR4345.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DR4345.been affixed to the stable North American tectonic plate. See 
 DR4345.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DR4345
 DR4345.The horizontal coordinates are valid at the epoch date displayed above
 DR4345.which is a decimal equivalence of Year/Month/Day.
 DR4345
 DR4345.The orthometric height was determined by differential leveling and
 DR4345.adjusted by the NATIONAL GEODETIC SURVEY
 DR4345.in May 2021.
 DR4345
 DR4345.Significant digits in the geoid height do not necessarily reflect accuracy.
 DR4345.GEOID18 height accuracy estimate available here.
 DR4345
 DR4345.Click photographs - Photos may exist for this station.
 DR4345
 DR4345.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DR4345
 DR4345.The Laplace correction was computed from DEFLEC18 derived deflections.
 DR4345
 DR4345.The ellipsoidal height was determined by GPS observations
 DR4345.and is referenced to NAD 83.
 DR4345
 DR4345.The dynamic height is computed by dividing the NAVD 88
 DR4345.geopotential number by the normal gravity value computed on the
 DR4345.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DR4345.degrees latitude (g = 980.6199 gals.).
 DR4345
 DR4345.The modeled gravity was interpolated from observed gravity values.
 DR4345
 DR4345. The following values were computed from the NAD 83(2011) position.
 DR4345
 DR4345;                    North         East     Units Scale Factor Converg.
 DR4345;SPC MN N     -   296,064.912   638,839.458   MT  0.99992813   -1 36 31.1
 DR4345;SPC MN N     -   971,339.63  2,095,925.79   sFT  0.99992813   -1 36 31.1
 DR4345;UTM  15      - 5,345,824.981   331,451.691   MT  0.99994906   -1 41 38.2
 DR4345
 DR4345!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DR4345!SPC MN N     -   0.99994572  x   0.99992813  =   0.99987385
 DR4345!UTM  15      -   0.99994572  x   0.99994906  =   0.99989478
 DR4345
 DR4345_U.S. NATIONAL GRID SPATIAL ADDRESS: 15UUP3145145824(NAD 83)
 DR4345
 DR4345                          SUPERSEDED SURVEY CONTROL
 DR4345
 DR4345.No superseded survey control is available for this station.
 DR4345
 DR4345_MARKER: I = METAL ROD
 DR4345_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DR4345_STAMPING: 0415 M RESET 2018
 DR4345_MARK LOGO: MNDT
 DR4345_PROJECTION: RECESSED 8 CENTIMETERS
 DR4345_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DR4345_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DR4345_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DR4345+SATELLITE: SATELLITE OBSERVATIONS - August 10, 2022
 DR4345_ROD/PIPE-DEPTH: 6.1 meters
 DR4345
 DR4345  HISTORY     - Date     Condition        Report By
 DR4345  HISTORY     - 20180910 MONUMENTED       MNDT
 DR4345  HISTORY     - 20220810 GOOD             MNDT
 DR4345
 DR4345                          STATION DESCRIPTION
 DR4345
 DR4345'DESCRIBED BY MN DEPT OF TRANSP 2018
 DR4345'THE MARK IS LOCATED ABOUT 16.3 MI (26.2 KM) EAST-SOUTHEAST OF GRYGLA,
 DR4345'13.6 KM (8.5 MI) EAST-SOUTHEAST OF CARMEL, 9.7 KM (6.0 MI) EAST OF
 DR4345'JELLE, 6.4 KM (4.0 MI) SOUTHEAST OF FOUR TOWN AND 2.2 KM (1.4 MI)
 DR4345'NORTHWEST OF THORHULT.
 DR4345'
 DR4345'THE MARK IS LOCATED ABOUT 17.65 MI (28.40 KM) EAST AND SOUTH ALONG
 DR4345'TRUNK HIGHWAY 89 FROM THE SOUTH JUNCTION OF TRUNK HIGHWAY 89 AND
 DR4345'COUNTY ROAD 54 IN GRYGLA.
 DR4345'
 DR4345'THE MARK IS FOUND AT TRUNK HIGHWAY 89 MILE POINT 62.90, 55.9 FT (17.0
 DR4345'M) SOUTHWEST OF TRUNK HIGHWAY 89, 21.6 FT (6.6 M) NORTHWEST OF LOBERY
 DR4345'DRIVE NORTHWEST ROAD, 5.7 FT (1.7 M) NORTH OF A FENCE CORNER, 1.5 FT
 DR4345'(0.5 M) NORTHEAST OF A WITNESS.
 DR4345
 DR4345                          STATION RECOVERY (2022)
 DR4345
 DR4345'RECOVERY NOTE BY MN DEPT OF TRANSP 2022 (AXH)
 DR4345'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DR4344 ***********************************************************************
 DR4344  DESIGNATION -  0415 N RESET
 DR4344  PID         -  DR4344
 DR4344  STATE/COUNTY-  MN/BELTRAMI
 DR4344  COUNTRY     -  US
 DR4344  USGS QUAD   -  JELLE NE (2019)
 DR4344
 DR4344                         *CURRENT SURVEY CONTROL
 DR4344  ______________________________________________________________________
 DR4344* NAD 83(2011) POSITION- 48 14 04.86803(N) 095 15 23.82882(W)   ADJUSTED
 DR4344* NAD 83(2011) ELLIP HT-   348.639 (meters)        (01/03/23)   ADJUSTED
 DR4344* NAD 83(2011) EPOCH   -  2010.00
 DR4344* NAVD 88 ORTHO HEIGHT -   376.553 (meters)     1235.41  (feet) ADJUSTED
 DR4344  ______________________________________________________________________
 DR4344  GEOID HEIGHT    -        -27.936 (meters)                     GEOID18
 DR4344  NAD 83(2011) X  -   -389,968.299 (meters)                     COMP
 DR4344  NAD 83(2011) Y  - -4,238,620.293 (meters)                     COMP
 DR4344  NAD 83(2011) Z  -  4,734,557.771 (meters)                     COMP
 DR4344  LAPLACE CORR    -         -5.06  (seconds)                    DEFLEC18
 DR4344  DYNAMIC HEIGHT  -        376.629 (meters)     1235.66  (feet) COMP
 DR4344  MODELED GRAVITY -    980,800.1   (mgal)                       NAVD 88
 DR4344
 DR4344  VERT ORDER      -  SECOND    CLASS I
 DR4344
 DR4344  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DR4344  Standards:
 DR4344         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DR4344            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DR4344  -------------------------------------------------------------------
 DR4344  NETWORK    0.79   1.47           0.37   0.25   0.75     -0.12756320
 DR4344  -------------------------------------------------------------------
 DR4344  Click here for local accuracies and other accuracy information.
 DR4344
 DR4344.The horizontal coordinates were established by GPS observations
 DR4344.and adjusted by the MN DEPT OF TRANSP in January 2023.
 DR4344
 DR4344.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DR4344.been affixed to the stable North American tectonic plate. See 
 DR4344.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DR4344
 DR4344.The horizontal coordinates are valid at the epoch date displayed above
 DR4344.which is a decimal equivalence of Year/Month/Day.
 DR4344
 DR4344.The orthometric height was determined by differential leveling and
 DR4344.adjusted by the NATIONAL GEODETIC SURVEY
 DR4344.in May 2021.
 DR4344
 DR4344.Significant digits in the geoid height do not necessarily reflect accuracy.
 DR4344.GEOID18 height accuracy estimate available here.
 DR4344
 DR4344.Click photographs - Photos may exist for this station.
 DR4344
 DR4344.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DR4344
 DR4344.The Laplace correction was computed from DEFLEC18 derived deflections.
 DR4344
 DR4344.The ellipsoidal height was determined by GPS observations
 DR4344.and is referenced to NAD 83.
 DR4344
 DR4344.The dynamic height is computed by dividing the NAVD 88
 DR4344.geopotential number by the normal gravity value computed on the
 DR4344.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DR4344.degrees latitude (g = 980.6199 gals.).
 DR4344
 DR4344.The modeled gravity was interpolated from observed gravity values.
 DR4344
 DR4344. The following values were computed from the NAD 83(2011) position.
 DR4344
 DR4344;                    North         East     Units Scale Factor Converg.
 DR4344;SPC MN N     -   295,088.347   639,825.282   MT  0.99992709   -1 35 54.7
 DR4344;SPC MN N     -   968,135.69  2,099,160.11   sFT  0.99992709   -1 35 54.7
 DR4344;UTM  15      - 5,344,846.933   332,436.081   MT  0.99994500   -1 41 00.8
 DR4344
 DR4344!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DR4344!SPC MN N     -   0.99994536  x   0.99992709  =   0.99987246
 DR4344!UTM  15      -   0.99994536  x   0.99994500  =   0.99989036
 DR4344
 DR4344_U.S. NATIONAL GRID SPATIAL ADDRESS: 15UUP3243644846(NAD 83)
 DR4344
 DR4344                          SUPERSEDED SURVEY CONTROL
 DR4344
 DR4344.No superseded survey control is available for this station.
 DR4344
 DR4344_MARKER: I = METAL ROD
 DR4344_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DR4344_STAMPING: 0415 N RESET 2018
 DR4344_MARK LOGO: MNDT
 DR4344_PROJECTION: RECESSED 10 CENTIMETERS
 DR4344_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DR4344_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DR4344+STABILITY: SURFACE MOTION
 DR4344_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DR4344+SATELLITE: SATELLITE OBSERVATIONS - August 10, 2022
 DR4344_ROD/PIPE-DEPTH: 3.4 meters
 DR4344
 DR4344  HISTORY     - Date     Condition        Report By
 DR4344  HISTORY     - 20180910 MONUMENTED       MNDT
 DR4344  HISTORY     - 20220810 GOOD             MNDT
 DR4344
 DR4344                          STATION DESCRIPTION
 DR4344
 DR4344'DESCRIBED BY MN DEPT OF TRANSP 2018
 DR4344'THE MARK IS LOCATED ABOUT 17.0 MI (27.4 KM) EAST-SOUTHEAST OF GRYGLA,
 DR4344'14.9 KM (9.3 MI) EAST-SOUTHEAST OF CARMEL, 10.7 KM (6.7 MI) EAST OF
 DR4344'JELLE, 7.8 KM (4.8 MI) SOUTHEAST OF FOUR TOWN AND IN THE TOWN OF
 DR4344'THORHULT, MN.
 DR4344'
 DR4344'THE MARK IS LOCATED ABOUT 18.5 MI (29.8 KM) EAST AND SOUTH ALONG TRUNK
 DR4344'HIGHWAY 89 FROM THE SOUTH JUNCTION OF TRUNK HIGHWAY 89 AND COUNTY ROAD
 DR4344'54 IN GRYGLA.
 DR4344'
 DR4344'THE MARK IS FOUND AT TRUNK HIGHWAY 89 MILE POINT 62.05, 35.7 FT (10.9
 DR4344'M) SOUTHWEST OF TRUNK HIGHWAY 89 AND 5.9 FT (1.8 M) NORTHWEST OF A
 DR4344'WITNESS POST.
 DR4344
 DR4344                          STATION RECOVERY (2022)
 DR4344
 DR4344'RECOVERY NOTE BY MN DEPT OF TRANSP 2022 (AXH)
 DR4344'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DR4343 ***********************************************************************
 DR4343  DESIGNATION -  0415 P RESET
 DR4343  PID         -  DR4343
 DR4343  STATE/COUNTY-  MN/BELTRAMI
 DR4343  COUNTRY     -  US
 DR4343  USGS QUAD   -  THORHULT (2019)
 DR4343
 DR4343                         *CURRENT SURVEY CONTROL
 DR4343  ______________________________________________________________________
 DR4343* NAD 83(2011) POSITION- 48 13 32.29023(N) 095 14 55.10797(W)   ADJUSTED
 DR4343* NAD 83(2011) ELLIP HT-   349.112 (meters)        (01/03/23)   ADJUSTED
 DR4343* NAD 83(2011) EPOCH   -  2010.00
 DR4343* NAVD 88 ORTHO HEIGHT -   377.047 (meters)     1237.03  (feet) ADJUSTED
 DR4343  ______________________________________________________________________
 DR4343  GEOID HEIGHT    -        -27.954 (meters)                     GEOID18
 DR4343  NAD 83(2011) X  -   -389,446.784 (meters)                     COMP
 DR4343  NAD 83(2011) Y  - -4,239,422.244 (meters)                     COMP
 DR4343  NAD 83(2011) Z  -  4,733,887.787 (meters)                     COMP
 DR4343  LAPLACE CORR    -         -5.11  (seconds)                    DEFLEC18
 DR4343  DYNAMIC HEIGHT  -        377.122 (meters)     1237.27  (feet) COMP
 DR4343  MODELED GRAVITY -    980,798.3   (mgal)                       NAVD 88
 DR4343
 DR4343  VERT ORDER      -  SECOND    CLASS I
 DR4343
 DR4343  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DR4343  Standards:
 DR4343         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DR4343            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DR4343  -------------------------------------------------------------------
 DR4343  NETWORK    0.74   1.33           0.34   0.25   0.68     -0.11512093
 DR4343  -------------------------------------------------------------------
 DR4343  Click here for local accuracies and other accuracy information.
 DR4343
 DR4343.The horizontal coordinates were established by GPS observations
 DR4343.and adjusted by the MN DEPT OF TRANSP in January 2023.
 DR4343
 DR4343.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DR4343.been affixed to the stable North American tectonic plate. See 
 DR4343.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DR4343
 DR4343.The horizontal coordinates are valid at the epoch date displayed above
 DR4343.which is a decimal equivalence of Year/Month/Day.
 DR4343
 DR4343.The orthometric height was determined by differential leveling and
 DR4343.adjusted by the NATIONAL GEODETIC SURVEY
 DR4343.in May 2021.
 DR4343
 DR4343.Significant digits in the geoid height do not necessarily reflect accuracy.
 DR4343.GEOID18 height accuracy estimate available here.
 DR4343
 DR4343.Click photographs - Photos may exist for this station.
 DR4343
 DR4343.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DR4343
 DR4343.The Laplace correction was computed from DEFLEC18 derived deflections.
 DR4343
 DR4343.The ellipsoidal height was determined by GPS observations
 DR4343.and is referenced to NAD 83.
 DR4343
 DR4343.The dynamic height is computed by dividing the NAVD 88
 DR4343.geopotential number by the normal gravity value computed on the
 DR4343.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DR4343.degrees latitude (g = 980.6199 gals.).
 DR4343
 DR4343.The modeled gravity was interpolated from observed gravity values.
 DR4343
 DR4343. The following values were computed from the NAD 83(2011) position.
 DR4343
 DR4343;                    North         East     Units Scale Factor Converg.
 DR4343;SPC MN N     -   294,066.064   640,389.701   MT  0.99992600   -1 35 33.4
 DR4343;SPC MN N     -   964,781.74  2,101,011.88   sFT  0.99992600   -1 35 33.4
 DR4343;UTM  15      - 5,343,823.797   332,998.995   MT  0.99994268   -1 40 38.5
 DR4343
 DR4343!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DR4343!SPC MN N     -   0.99994529  x   0.99992600  =   0.99987129
 DR4343!UTM  15      -   0.99994529  x   0.99994268  =   0.99988797
 DR4343
 DR4343_U.S. NATIONAL GRID SPATIAL ADDRESS: 15UUP3299843823(NAD 83)
 DR4343
 DR4343                          SUPERSEDED SURVEY CONTROL
 DR4343
 DR4343.No superseded survey control is available for this station.
 DR4343
 DR4343_MARKER: I = METAL ROD
 DR4343_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DR4343_STAMPING: 0415 P RESET 2018
 DR4343_MARK LOGO: MNDT
 DR4343_PROJECTION: RECESSED 5 CENTIMETERS
 DR4343_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DR4343_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DR4343_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DR4343+SATELLITE: SATELLITE OBSERVATIONS - August 10, 2022
 DR4343_ROD/PIPE-DEPTH: 7.0 meters
 DR4343
 DR4343  HISTORY     - Date     Condition        Report By
 DR4343  HISTORY     - 20180910 MONUMENTED       MNDT
 DR4343  HISTORY     - 20220810 GOOD             MNDT
 DR4343
 DR4343                          STATION DESCRIPTION
 DR4343
 DR4343'DESCRIBED BY MN DEPT OF TRANSP 2018
 DR4343'THE MARK IS LOCATED ABOUT 17.6 MI (28.3 KM) EAST-SOUTHEAST OF GRYGLA,
 DR4343'15.8 KM (9.8 MI) EAST-SOUTHEAST OF CARMEL, 11.3 KM (7.0 MI) EAST OF
 DR4343'JELLE, 8.9 KM (5.5 MI) SOUTHEAST OF FOUR TOWN AND IN THE TOWN OF
 DR4343'THORHULT, MN.
 DR4343'
 DR4343'THE MARK IS LOCATED ABOUT 19.25 MI (30.97 KM) EAST AND SOUTH ALONG
 DR4343'TRUNK HIGHWAY 89 FROM THE SOUTH JUNCTION OF TRUNK HIGHWAY 89 AND
 DR4343'COUNTY ROAD 54 IN GRYGLA.
 DR4343'
 DR4343'THE MARK IS FOUND AT TRUNK HIGHWAY 89 MILE POINT 61.30, 48.5 FT (14.8
 DR4343'M) WEST OF TRUNK HIGHWAY 89, 9.9 FT (3.0 M) NORTH OF A FIELD ENTRANCE
 DR4343'AND 5.2 FT (1.6 M) SOUTH OF A WITNESS POST.
 DR4343
 DR4343                          STATION RECOVERY (2022)
 DR4343
 DR4343'RECOVERY NOTE BY MN DEPT OF TRANSP 2022 (RXJ)
 DR4343'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DR4341 ***********************************************************************
 DR4341  DESIGNATION -  0415 Q RESET
 DR4341  PID         -  DR4341
 DR4341  STATE/COUNTY-  MN/BELTRAMI
 DR4341  COUNTRY     -  US
 DR4341  USGS QUAD   -  THORHULT (2019)
 DR4341
 DR4341                         *CURRENT SURVEY CONTROL
 DR4341  ______________________________________________________________________
 DR4341* NAD 83(2011) POSITION- 48 11 45.70214(N) 095 14 53.82505(W)   ADJUSTED
 DR4341* NAD 83(2011) ELLIP HT-   349.040 (meters)        (01/03/23)   ADJUSTED
 DR4341* NAD 83(2011) EPOCH   -  2010.00
 DR4341* NAVD 88 ORTHO HEIGHT -   376.981 (meters)     1236.81  (feet) ADJUSTED
 DR4341  ______________________________________________________________________
 DR4341  GEOID HEIGHT    -        -27.970 (meters)                     GEOID18
 DR4341  NAD 83(2011) X  -   -389,644.959 (meters)                     COMP
 DR4341  NAD 83(2011) Y  - -4,241,869.149 (meters)                     COMP
 DR4341  NAD 83(2011) Z  -  4,731,693.704 (meters)                     COMP
 DR4341  LAPLACE CORR    -         -5.27  (seconds)                    DEFLEC18
 DR4341  DYNAMIC HEIGHT  -        377.054 (meters)     1237.05  (feet) COMP
 DR4341  MODELED GRAVITY -    980,793.1   (mgal)                       NAVD 88
 DR4341
 DR4341  VERT ORDER      -  SECOND    CLASS I
 DR4341
 DR4341  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DR4341  Standards:
 DR4341         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DR4341            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DR4341  -------------------------------------------------------------------
 DR4341  NETWORK    0.69   1.23           0.32   0.23   0.63     -0.14299809
 DR4341  -------------------------------------------------------------------
 DR4341  Click here for local accuracies and other accuracy information.
 DR4341
 DR4341.The horizontal coordinates were established by GPS observations
 DR4341.and adjusted by the MN DEPT OF TRANSP in January 2023.
 DR4341
 DR4341.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DR4341.been affixed to the stable North American tectonic plate. See 
 DR4341.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DR4341
 DR4341.The horizontal coordinates are valid at the epoch date displayed above
 DR4341.which is a decimal equivalence of Year/Month/Day.
 DR4341
 DR4341.The orthometric height was determined by differential leveling and
 DR4341.adjusted by the NATIONAL GEODETIC SURVEY
 DR4341.in May 2021.
 DR4341
 DR4341.Significant digits in the geoid height do not necessarily reflect accuracy.
 DR4341.GEOID18 height accuracy estimate available here.
 DR4341
 DR4341.Click photographs - Photos may exist for this station.
 DR4341
 DR4341.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DR4341
 DR4341.The Laplace correction was computed from DEFLEC18 derived deflections.
 DR4341
 DR4341.The ellipsoidal height was determined by GPS observations
 DR4341.and is referenced to NAD 83.
 DR4341
 DR4341.The dynamic height is computed by dividing the NAVD 88
 DR4341.geopotential number by the normal gravity value computed on the
 DR4341.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DR4341.degrees latitude (g = 980.6199 gals.).
 DR4341
 DR4341.The modeled gravity was interpolated from observed gravity values.
 DR4341
 DR4341. The following values were computed from the NAD 83(2011) position.
 DR4341
 DR4341;                    North         East     Units Scale Factor Converg.
 DR4341;SPC MN N     -   290,774.626   640,324.689   MT  0.99992261   -1 35 32.5
 DR4341;SPC MN N     -   953,983.09  2,100,798.58   sFT  0.99992261   -1 35 32.5
 DR4341;UTM  15      - 5,340,532.398   332,929.135   MT  0.99994297   -1 40 34.8
 DR4341
 DR4341!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DR4341!SPC MN N     -   0.99994530  x   0.99992261  =   0.99986791
 DR4341!UTM  15      -   0.99994530  x   0.99994297  =   0.99988827
 DR4341
 DR4341_U.S. NATIONAL GRID SPATIAL ADDRESS: 15UUP3292940532(NAD 83)
 DR4341
 DR4341                          SUPERSEDED SURVEY CONTROL
 DR4341
 DR4341.No superseded survey control is available for this station.
 DR4341
 DR4341_MARKER: I = METAL ROD
 DR4341_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DR4341_STAMPING: 0415 Q RESET 2018
 DR4341_MARK LOGO: MNDT
 DR4341_PROJECTION: RECESSED 13 CENTIMETERS
 DR4341_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DR4341_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DR4341_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DR4341+SATELLITE: SATELLITE OBSERVATIONS - August 10, 2022
 DR4341_ROD/PIPE-DEPTH: 9.1 meters
 DR4341
 DR4341  HISTORY     - Date     Condition        Report By
 DR4341  HISTORY     - 20180910 MONUMENTED       MNDT
 DR4341  HISTORY     - 20220810 GOOD             MNDT
 DR4341
 DR4341                          STATION DESCRIPTION
 DR4341
 DR4341'DESCRIBED BY MN DEPT OF TRANSP 2018
 DR4341'THE MARK IS LOCATED ABOUT 17.4 KM (10.8 MI) EAST-SOUTHEAST OF CARMEL,
 DR4341'12.2 KM (7.6 MI) EAST-SOUTHEAST OF JELLE, 11.5 KM (7.1 MI) SOUTHEAST
 DR4341'OF FOUR TOWN AND 3.8 KM (2.4 MI) SOUTH OF THORHULT.
 DR4341'
 DR4341'THE MARK IS LOCATED ABOUT 18.8 MI (30.2 KM) SOUTHEAST OF GRYGLA, 21.3
 DR4341'MI (34.3 KM) EAST AND SOUTH ALONG TRUNK HIGHWAY 89 FROM THE SOUTH
 DR4341'JUNCTION OF TRUNK HIGHWAY 89 AND COUNTY ROAD 54 IN GRYGLA.
 DR4341'
 DR4341'THE MARK IS FOUND AT TRUNK HIGHWAY 89 MILE POINT 59.25, 63.6 FT (19.4
 DR4341'M) WEST OF TRUNK HIGHWAY 89, 12.4 FT (3.8 M) NORTH OF DRIVEWAY NUMBER
 DR4341'57161, 4.3 FT (1.3 M) SOUTH OF A WITNESS POST.
 DR4341
 DR4341                          STATION RECOVERY (2022)
 DR4341
 DR4341'RECOVERY NOTE BY MN DEPT OF TRANSP 2022 (CXR)
 DR4341'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DR4340 ***********************************************************************
 DR4340  DESIGNATION -  0415 R RESET
 DR4340  PID         -  DR4340
 DR4340  STATE/COUNTY-  MN/BELTRAMI
 DR4340  COUNTRY     -  US
 DR4340  USGS QUAD   -  THORHULT (2019)
 DR4340
 DR4340                         *CURRENT SURVEY CONTROL
 DR4340  ______________________________________________________________________
 DR4340* NAD 83(2011) POSITION- 48 10 56.28456(N) 095 14 53.10735(W)   ADJUSTED
 DR4340* NAD 83(2011) ELLIP HT-   348.016 (meters)        (01/03/23)   ADJUSTED
 DR4340* NAD 83(2011) EPOCH   -  2010.00
 DR4340* NAVD 88 ORTHO HEIGHT -   375.973 (meters)     1233.50  (feet) ADJUSTED
 DR4340  ______________________________________________________________________
 DR4340  GEOID HEIGHT    -        -27.976 (meters)                     GEOID18
 DR4340  NAD 83(2011) X  -   -389,734.204 (meters)                     COMP
 DR4340  NAD 83(2011) Y  - -4,243,002.799 (meters)                     COMP
 DR4340  NAD 83(2011) Z  -  4,730,675.293 (meters)                     COMP
 DR4340  LAPLACE CORR    -         -5.29  (seconds)                    DEFLEC18
 DR4340  DYNAMIC HEIGHT  -        376.045 (meters)     1233.74  (feet) COMP
 DR4340  MODELED GRAVITY -    980,790.7   (mgal)                       NAVD 88
 DR4340
 DR4340  VERT ORDER      -  SECOND    CLASS I
 DR4340
 DR4340  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DR4340  Standards:
 DR4340         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DR4340            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DR4340  -------------------------------------------------------------------
 DR4340  NETWORK    0.69   1.23           0.32   0.23   0.63     -0.13185577
 DR4340  -------------------------------------------------------------------
 DR4340  Click here for local accuracies and other accuracy information.
 DR4340
 DR4340.The horizontal coordinates were established by GPS observations
 DR4340.and adjusted by the MN DEPT OF TRANSP in January 2023.
 DR4340
 DR4340.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DR4340.been affixed to the stable North American tectonic plate. See 
 DR4340.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DR4340
 DR4340.The horizontal coordinates are valid at the epoch date displayed above
 DR4340.which is a decimal equivalence of Year/Month/Day.
 DR4340
 DR4340.The orthometric height was determined by differential leveling and
 DR4340.adjusted by the NATIONAL GEODETIC SURVEY
 DR4340.in May 2021.
 DR4340
 DR4340.Significant digits in the geoid height do not necessarily reflect accuracy.
 DR4340.GEOID18 height accuracy estimate available here.
 DR4340
 DR4340.Click photographs - Photos may exist for this station.
 DR4340
 DR4340.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DR4340
 DR4340.The Laplace correction was computed from DEFLEC18 derived deflections.
 DR4340
 DR4340.The ellipsoidal height was determined by GPS observations
 DR4340.and is referenced to NAD 83.
 DR4340
 DR4340.The dynamic height is computed by dividing the NAVD 88
 DR4340.geopotential number by the normal gravity value computed on the
 DR4340.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DR4340.degrees latitude (g = 980.6199 gals.).
 DR4340
 DR4340.The modeled gravity was interpolated from observed gravity values.
 DR4340
 DR4340. The following values were computed from the NAD 83(2011) position.
 DR4340
 DR4340;                    North         East     Units Scale Factor Converg.
 DR4340;SPC MN N     -   289,248.551   640,297.095   MT  0.99992113   -1 35 31.9
 DR4340;SPC MN N     -   948,976.29  2,100,708.05   sFT  0.99992113   -1 35 31.9
 DR4340;UTM  15      - 5,339,006.332   332,899.309   MT  0.99994310   -1 40 32.9
 DR4340
 DR4340!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DR4340!SPC MN N     -   0.99994546  x   0.99992113  =   0.99986659
 DR4340!UTM  15      -   0.99994546  x   0.99994310  =   0.99988856
 DR4340
 DR4340_U.S. NATIONAL GRID SPATIAL ADDRESS: 15UUP3289939006(NAD 83)
 DR4340
 DR4340                          SUPERSEDED SURVEY CONTROL
 DR4340
 DR4340.No superseded survey control is available for this station.
 DR4340
 DR4340_MARKER: I = METAL ROD
 DR4340_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DR4340_STAMPING: 0415 R RESET 2018
 DR4340_MARK LOGO: MNDT
 DR4340_PROJECTION: RECESSED 10 CENTIMETERS
 DR4340_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DR4340_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DR4340_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DR4340+SATELLITE: SATELLITE OBSERVATIONS - August 10, 2022
 DR4340_ROD/PIPE-DEPTH: 6.1 meters
 DR4340
 DR4340  HISTORY     - Date     Condition        Report By
 DR4340  HISTORY     - 20180910 MONUMENTED       MNDT
 DR4340  HISTORY     - 20220810 GOOD             MNDT
 DR4340
 DR4340                          STATION DESCRIPTION
 DR4340
 DR4340'DESCRIBED BY MN DEPT OF TRANSP 2018
 DR4340'THE MARK IS LOCATED ABOUT 18.3 KM (11.4 MI) SOUTHEAST OF CARMEL, 12.9
 DR4340'KM (8.0 MI) EAST-SOUTHEAST OF JELLE, 12.8 KM (8.0 MI) SOUTH-SOUTHEAST
 DR4340'OF FOUR TOWN AND 5.3 KM (3.3 MI) SOUTH OF THORHULT.
 DR4340'
 DR4340'THE MARK IS LOCATED ABOUT 19.0 MI (30.6 KM) SOUTHEAST OF GRYGLA, 22.25
 DR4340'MI (35.80 KM) EAST AND SOUTH ALONG TRUNK HIGHWAY 89 FROM THE SOUTH
 DR4340'JUNCTION OF TRUNK HIGHWAY 89 AND COUNTY ROAD 54 IN GRYGLA.
 DR4340'
 DR4340'THE MARK IS FOUND AT TRUNK HIGHWAY 89 MILE POINT 58.25, 26.7 FT (8.1
 DR4340'M) WEST OF TRUNK HIGHWAY 89, 2.0 FT (0.6 M) SOUTH OF A WITNESS POST.
 DR4340
 DR4340                          STATION RECOVERY (2022)
 DR4340
 DR4340'RECOVERY NOTE BY MN DEPT OF TRANSP 2022 (CXR)
 DR4340'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DR4339 ***********************************************************************
 DR4339  DESIGNATION -  0415 S RESET
 DR4339  PID         -  DR4339
 DR4339  STATE/COUNTY-  MN/BELTRAMI
 DR4339  COUNTRY     -  US
 DR4339  USGS QUAD   -  JELLE NE (2019)
 DR4339
 DR4339                         *CURRENT SURVEY CONTROL
 DR4339  ______________________________________________________________________
 DR4339* NAD 83(2011) POSITION- 48 10 33.05337(N) 095 15 07.58409(W)   ADJUSTED
 DR4339* NAD 83(2011) ELLIP HT-   352.442 (meters)        (01/03/23)   ADJUSTED
 DR4339* NAD 83(2011) EPOCH   -  2010.00
 DR4339* NAVD 88 ORTHO HEIGHT -   380.393 (meters)     1248.01  (feet) ADJUSTED
 DR4339  ______________________________________________________________________
 DR4339  GEOID HEIGHT    -        -27.971 (meters)                     GEOID18
 DR4339  NAD 83(2011) X  -   -390,081.221 (meters)                     COMP
 DR4339  NAD 83(2011) Y  - -4,243,510.896 (meters)                     COMP
 DR4339  NAD 83(2011) Z  -  4,730,200.102 (meters)                     COMP
 DR4339  LAPLACE CORR    -         -5.30  (seconds)                    DEFLEC18
 DR4339  DYNAMIC HEIGHT  -        380.465 (meters)     1248.24  (feet) COMP
 DR4339  MODELED GRAVITY -    980,789.8   (mgal)                       NAVD 88
 DR4339
 DR4339  VERT ORDER      -  SECOND    CLASS I
 DR4339
 DR4339  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DR4339  Standards:
 DR4339         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DR4339            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DR4339  -------------------------------------------------------------------
 DR4339  NETWORK    0.68   1.23           0.31   0.23   0.63     -0.11500831
 DR4339  -------------------------------------------------------------------
 DR4339  Click here for local accuracies and other accuracy information.
 DR4339
 DR4339.The horizontal coordinates were established by GPS observations
 DR4339.and adjusted by the MN DEPT OF TRANSP in January 2023.
 DR4339
 DR4339.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DR4339.been affixed to the stable North American tectonic plate. See 
 DR4339.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DR4339
 DR4339.The horizontal coordinates are valid at the epoch date displayed above
 DR4339.which is a decimal equivalence of Year/Month/Day.
 DR4339
 DR4339.The orthometric height was determined by differential leveling and
 DR4339.adjusted by the NATIONAL GEODETIC SURVEY
 DR4339.in May 2021.
 DR4339
 DR4339.Significant digits in the geoid height do not necessarily reflect accuracy.
 DR4339.GEOID18 height accuracy estimate available here.
 DR4339
 DR4339.Click photographs - Photos may exist for this station.
 DR4339
 DR4339.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DR4339
 DR4339.The Laplace correction was computed from DEFLEC18 derived deflections.
 DR4339
 DR4339.The ellipsoidal height was determined by GPS observations
 DR4339.and is referenced to NAD 83.
 DR4339
 DR4339.The dynamic height is computed by dividing the NAVD 88
 DR4339.geopotential number by the normal gravity value computed on the
 DR4339.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DR4339.degrees latitude (g = 980.6199 gals.).
 DR4339
 DR4339.The modeled gravity was interpolated from observed gravity values.
 DR4339
 DR4339. The following values were computed from the NAD 83(2011) position.
 DR4339
 DR4339;                    North         East     Units Scale Factor Converg.
 DR4339;SPC MN N     -   288,539.656   639,978.228   MT  0.99992045   -1 35 42.7
 DR4339;SPC MN N     -   946,650.52  2,099,661.90   sFT  0.99992045   -1 35 42.7
 DR4339;UTM  15      - 5,338,297.887   332,579.401   MT  0.99994441   -1 40 43.1
 DR4339
 DR4339!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DR4339!SPC MN N     -   0.99994477  x   0.99992045  =   0.99986522
 DR4339!UTM  15      -   0.99994477  x   0.99994441  =   0.99988918
 DR4339
 DR4339_U.S. NATIONAL GRID SPATIAL ADDRESS: 15UUP3257938297(NAD 83)
 DR4339
 DR4339                          SUPERSEDED SURVEY CONTROL
 DR4339
 DR4339.No superseded survey control is available for this station.
 DR4339
 DR4339_MARKER: I = METAL ROD
 DR4339_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DR4339_STAMPING: 0415 S RESET 2018
 DR4339_MARK LOGO: MNDT
 DR4339_PROJECTION: RECESSED 10 CENTIMETERS
 DR4339_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DR4339_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DR4339_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DR4339+SATELLITE: SATELLITE OBSERVATIONS - August 10, 2022
 DR4339_ROD/PIPE-DEPTH: 7.6 meters
 DR4339
 DR4339  HISTORY     - Date     Condition        Report By
 DR4339  HISTORY     - 20180910 MONUMENTED       MNDT
 DR4339  HISTORY     - 20220810 GOOD             MNDT
 DR4339
 DR4339                          STATION DESCRIPTION
 DR4339
 DR4339'DESCRIBED BY MN DEPT OF TRANSP 2018
 DR4339'THE MARK IS LOCATED ABOUT 18.5 KM (11.5 MI) SOUTHEAST OF CARMEL, 13.2
 DR4339'KM (8.2 MI) SOUTH-SOUTHEAST OF FOUR TOWN, 13.0 KM (8.1 MI)
 DR4339'EAST-SOUTHEAST OF JELLE AND 6.1 KM (3.8 MI) SOUTH OF THORHULT.
 DR4339'
 DR4339'THE MARK IS LOCATED ABOUT 19.0 MI (30.6 KM) SOUTHEAST OF GRYGLA, 22.75
 DR4339'MI (36.60 KM) EAST AND SOUTH ALONG TRUNK HIGHWAY 89 FROM THE SOUTH
 DR4339'JUNCTION OF TRUNK HIGHWAY 89 AND COUNTY ROAD 54 IN GRYGLA.
 DR4339'
 DR4339'THE MARK IS FOUND AT TRUNK HIGHWAY 89 MILE POINT 57.75, 49.0 FT (14.9
 DR4339'M) WEST-NORTHWEST OF TRUNK HIGHWAY 89, 2.0 FT (0.6 M) SOUTH-SOUTHWEST
 DR4339'OF A WITNESS POST.
 DR4339
 DR4339                          STATION RECOVERY (2022)
 DR4339
 DR4339'RECOVERY NOTE BY MN DEPT OF TRANSP 2022 (TXD)
 DR4339'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DR4336 ***********************************************************************
 DR4336  DESIGNATION -  0415 T RESET
 DR4336  PID         -  DR4336
 DR4336  STATE/COUNTY-  MN/BELTRAMI
 DR4336  COUNTRY     -  US
 DR4336  USGS QUAD   -  JELLE NE (2019)
 DR4336
 DR4336                         *CURRENT SURVEY CONTROL
 DR4336  ______________________________________________________________________
 DR4336* NAD 83(2011) POSITION- 48 08 35.62666(N) 095 15 17.91698(W)   ADJUSTED
 DR4336* NAD 83(2011) ELLIP HT-   357.540 (meters)        (01/03/23)   ADJUSTED
 DR4336* NAD 83(2011) EPOCH   -  2010.00
 DR4336* NAVD 88 ORTHO HEIGHT -   385.498 (meters)     1264.75  (feet) ADJUSTED
 DR4336  ______________________________________________________________________
 DR4336  GEOID HEIGHT    -        -27.973 (meters)                     GEOID18
 DR4336  NAD 83(2011) X  -   -390,541.607 (meters)                     COMP
 DR4336  NAD 83(2011) Y  - -4,246,185.638 (meters)                     COMP
 DR4336  NAD 83(2011) Z  -  4,727,784.366 (meters)                     COMP
 DR4336  LAPLACE CORR    -         -5.12  (seconds)                    DEFLEC18
 DR4336  DYNAMIC HEIGHT  -        385.569 (meters)     1264.99  (feet) COMP
 DR4336  MODELED GRAVITY -    980,784.0   (mgal)                       NAVD 88
 DR4336
 DR4336  VERT ORDER      -  SECOND    CLASS I
 DR4336
 DR4336  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DR4336  Standards:
 DR4336         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DR4336            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DR4336  -------------------------------------------------------------------
 DR4336  NETWORK    0.89   1.59           0.41   0.30   0.81     -0.13745644
 DR4336  -------------------------------------------------------------------
 DR4336  Click here for local accuracies and other accuracy information.
 DR4336
 DR4336.The horizontal coordinates were established by GPS observations
 DR4336.and adjusted by the MN DEPT OF TRANSP in January 2023.
 DR4336
 DR4336.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DR4336.been affixed to the stable North American tectonic plate. See 
 DR4336.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DR4336
 DR4336.The horizontal coordinates are valid at the epoch date displayed above
 DR4336.which is a decimal equivalence of Year/Month/Day.
 DR4336
 DR4336.The orthometric height was determined by differential leveling and
 DR4336.adjusted by the NATIONAL GEODETIC SURVEY
 DR4336.in May 2021.
 DR4336
 DR4336.Significant digits in the geoid height do not necessarily reflect accuracy.
 DR4336.GEOID18 height accuracy estimate available here.
 DR4336
 DR4336.Click photographs - Photos may exist for this station.
 DR4336
 DR4336.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DR4336
 DR4336.The Laplace correction was computed from DEFLEC18 derived deflections.
 DR4336
 DR4336.The ellipsoidal height was determined by GPS observations
 DR4336.and is referenced to NAD 83.
 DR4336
 DR4336.The dynamic height is computed by dividing the NAVD 88
 DR4336.geopotential number by the normal gravity value computed on the
 DR4336.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DR4336.degrees latitude (g = 980.6199 gals.).
 DR4336
 DR4336.The modeled gravity was interpolated from observed gravity values.
 DR4336
 DR4336. The following values were computed from the NAD 83(2011) position.
 DR4336
 DR4336;                    North         East     Units Scale Factor Converg.
 DR4336;SPC MN N     -   284,920.340   639,663.771   MT  0.99991723   -1 35 50.3
 DR4336;SPC MN N     -   934,776.15  2,098,630.22   sFT  0.99991723   -1 35 50.3
 DR4336;UTM  15      - 5,334,678.935   332,259.691   MT  0.99994573   -1 40 47.8
 DR4336
 DR4336!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DR4336!SPC MN N     -   0.99994397  x   0.99991723  =   0.99986120
 DR4336!UTM  15      -   0.99994397  x   0.99994573  =   0.99988970
 DR4336
 DR4336_U.S. NATIONAL GRID SPATIAL ADDRESS: 15UUP3225934678(NAD 83)
 DR4336
 DR4336                          SUPERSEDED SURVEY CONTROL
 DR4336
 DR4336.No superseded survey control is available for this station.
 DR4336
 DR4336_MARKER: I = METAL ROD
 DR4336_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DR4336_STAMPING: 0415 T RESET 2018
 DR4336_MARK LOGO: MNDT
 DR4336_PROJECTION: RECESSED 8 CENTIMETERS
 DR4336_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DR4336_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DR4336_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DR4336+SATELLITE: SATELLITE OBSERVATIONS - August 16, 2022
 DR4336_ROD/PIPE-DEPTH: 7.6 meters
 DR4336
 DR4336  HISTORY     - Date     Condition        Report By
 DR4336  HISTORY     - 20180910 MONUMENTED       MNDT
 DR4336  HISTORY     - 20220816 GOOD             MNDT
 DR4336
 DR4336                          STATION DESCRIPTION
 DR4336
 DR4336'DESCRIBED BY MN DEPT OF TRANSP 2018
 DR4336'THE MARK IS LOCATED ABOUT 20.9 KM (13.0 MI) SOUTHEAST OF CARMEL, 16.5
 DR4336'KM (10.3 MI) SOUTH-SOUTHEAST OF FOUR TOWN, 15.1 KM (9.4 MI) SOUTHEAST
 DR4336'OF JELLE AND 9.7 KM (6.0 MI) SOUTH OF THORHULT.
 DR4336'
 DR4336'THE MARK IS LOCATED ABOUT 20.1 MI (32.3 KM) SOUTHEAST OF GRYGLA, 25.05
 DR4336'MI (40.31 KM) EAST AND SOUTH ALONG TRUNK HIGHWAY 89 FROM THE SOUTH
 DR4336'JUNCTION OF TRUNK HIGHWAY 89 AND COUNTY ROAD 54 IN GRYGLA.
 DR4336'
 DR4336'THE MARK IS AT TRUNK HIGHWAY 89 MILE POINT 55.50, 40.6 FT (12.4 M)
 DR4336'EAST OF TRUNK HIGHWAY 89, 1.0 FT (0.3 M) WEST OF A WITNESS POST.
 DR4336
 DR4336                          STATION RECOVERY (2022)
 DR4336
 DR4336'RECOVERY NOTE BY MN DEPT OF TRANSP 2022 (FXP)
 DR4336'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DR4335 ***********************************************************************
 DR4335  DESIGNATION -  0415 U RESET
 DR4335  PID         -  DR4335
 DR4335  STATE/COUNTY-  MN/BELTRAMI
 DR4335  COUNTRY     -  US
 DR4335  USGS QUAD   -  JELLE NE (2019)
 DR4335
 DR4335                         *CURRENT SURVEY CONTROL
 DR4335  ______________________________________________________________________
 DR4335* NAD 83(2011) POSITION- 48 07 53.35260(N) 095 15 07.39950(W)   ADJUSTED
 DR4335* NAD 83(2011) ELLIP HT-   359.060 (meters)        (01/03/23)   ADJUSTED
 DR4335* NAD 83(2011) EPOCH   -  2010.00
 DR4335* NAVD 88 ORTHO HEIGHT -   387.025 (meters)     1269.76  (feet) ADJUSTED
 DR4335  ______________________________________________________________________
 DR4335  GEOID HEIGHT    -        -27.979 (meters)                     GEOID18
 DR4335  NAD 83(2011) X  -   -390,414.204 (meters)                     COMP
 DR4335  NAD 83(2011) Y  - -4,247,174.956 (meters)                     COMP
 DR4335  NAD 83(2011) Z  -  4,726,914.083 (meters)                     COMP
 DR4335  LAPLACE CORR    -         -5.01  (seconds)                    DEFLEC18
 DR4335  DYNAMIC HEIGHT  -        387.096 (meters)     1270.00  (feet) COMP
 DR4335  MODELED GRAVITY -    980,782.0   (mgal)                       NAVD 88
 DR4335
 DR4335  VERT ORDER      -  SECOND    CLASS I
 DR4335
 DR4335  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DR4335  Standards:
 DR4335         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DR4335            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DR4335  -------------------------------------------------------------------
 DR4335  NETWORK    0.94   1.80           0.43   0.32   0.92     -0.12871842
 DR4335  -------------------------------------------------------------------
 DR4335  Click here for local accuracies and other accuracy information.
 DR4335
 DR4335.The horizontal coordinates were established by GPS observations
 DR4335.and adjusted by the MN DEPT OF TRANSP in January 2023.
 DR4335
 DR4335.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DR4335.been affixed to the stable North American tectonic plate. See 
 DR4335.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DR4335
 DR4335.The horizontal coordinates are valid at the epoch date displayed above
 DR4335.which is a decimal equivalence of Year/Month/Day.
 DR4335
 DR4335.The orthometric height was determined by differential leveling and
 DR4335.adjusted by the NATIONAL GEODETIC SURVEY
 DR4335.in May 2021.
 DR4335
 DR4335.Significant digits in the geoid height do not necessarily reflect accuracy.
 DR4335.GEOID18 height accuracy estimate available here.
 DR4335
 DR4335.Click photographs - Photos may exist for this station.
 DR4335
 DR4335.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DR4335
 DR4335.The Laplace correction was computed from DEFLEC18 derived deflections.
 DR4335
 DR4335.The ellipsoidal height was determined by GPS observations
 DR4335.and is referenced to NAD 83.
 DR4335
 DR4335.The dynamic height is computed by dividing the NAVD 88
 DR4335.geopotential number by the normal gravity value computed on the
 DR4335.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DR4335.degrees latitude (g = 980.6199 gals.).
 DR4335
 DR4335.The modeled gravity was interpolated from observed gravity values.
 DR4335
 DR4335. The following values were computed from the NAD 83(2011) position.
 DR4335
 DR4335;                    North         East     Units Scale Factor Converg.
 DR4335;SPC MN N     -   283,609.182   639,844.740   MT  0.99991615   -1 35 42.5
 DR4335;SPC MN N     -   930,474.46  2,099,223.95   sFT  0.99991615   -1 35 42.5
 DR4335;UTM  15      - 5,333,367.480   332,438.777   MT  0.99994500   -1 40 38.8
 DR4335
 DR4335!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DR4335!SPC MN N     -   0.99994373  x   0.99991615  =   0.99985988
 DR4335!UTM  15      -   0.99994373  x   0.99994500  =   0.99988873
 DR4335
 DR4335_U.S. NATIONAL GRID SPATIAL ADDRESS: 15UUP3243833367(NAD 83)
 DR4335
 DR4335                          SUPERSEDED SURVEY CONTROL
 DR4335
 DR4335.No superseded survey control is available for this station.
 DR4335
 DR4335_MARKER: I = METAL ROD
 DR4335_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DR4335_STAMPING: 0415 U RESET 2018
 DR4335_MARK LOGO: MNDT
 DR4335_PROJECTION: RECESSED 10 CENTIMETERS
 DR4335_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DR4335_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DR4335_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DR4335+SATELLITE: SATELLITE OBSERVATIONS - February 17, 2023
 DR4335_ROD/PIPE-DEPTH: 7.6 meters
 DR4335
 DR4335  HISTORY     - Date     Condition        Report By
 DR4335  HISTORY     - 20180910 MONUMENTED       MNDT
 DR4335  HISTORY     - 20220816 GOOD             MNDT
 DR4335  HISTORY     - 20230217 GOOD             MNDT
 DR4335
 DR4335                          STATION DESCRIPTION
 DR4335
 DR4335'DESCRIBED BY MN DEPT OF TRANSP 2018
 DR4335'THE MARK IS LOCATED ABOUT 22.0 KM (13.7 MI) SOUTHEAST OF CARMEL, 17.8
 DR4335'KM (11.1 MI) SOUTH-SOUTHEAST OF FOUR TOWN, 16.2 KM (10.1 MI) SOUTHEAST
 DR4335'OF JELLE AND 11.0 KM (6.8 MI) SOUTH OF THORHULT.
 DR4335'
 DR4335'THE MARK IS LOCATED ABOUT 20.5 MI (33.0 KM) SOUTHEAST OF GRYGLA, 25.85
 DR4335'MI (41.59 KM) EAST AND SOUTH ALONG TRUNK HIGHWAY 89 FROM THE SOUTH
 DR4335'JUNCTION OF TRUNK HIGHWAY 89 AND COUNTY ROAD 54 IN GRYGLA.
 DR4335'
 DR4335'THE MARK IS NEAR TRUNK HIGHWAY 89 MILE POINT 54.7, 37.9 FT (11.6 M)
 DR4335'EAST OF TRUNK HIGHWAY 89, 1.0 FT (0.3 M) WEST OF A WITNESS POST.
 DR4335
 DR4335                          STATION RECOVERY (2022)
 DR4335
 DR4335'RECOVERY NOTE BY MN DEPT OF TRANSP 2022 (FXP)
 DR4335'RECOVERED AS DESCRIBED.
 DR4335
 DR4335                          STATION RECOVERY (2023)
 DR4335
 DR4335'RECOVERY NOTE BY MN DEPT OF TRANSP 2023 (KMS)
 DR4335'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DM5182 ***********************************************************************
 DM5182  DESIGNATION -  0415 V
 DM5182  PID         -  DM5182
 DM5182  STATE/COUNTY-  MN/BELTRAMI
 DM5182  COUNTRY     -  US
 DM5182  USGS QUAD   -  GRYGLA (2019)
 DM5182
 DM5182                         *CURRENT SURVEY CONTROL
 DM5182  ______________________________________________________________________
 DM5182* NAD 83(2011) POSITION- 48 17 44.95468(N) 095 34 24.20656(W)   ADJUSTED
 DM5182* NAD 83(2011) ELLIP HT-   333.416 (meters)        (01/03/23)   ADJUSTED
 DM5182* NAD 83(2011) EPOCH   -  2010.00
 DM5182* NAVD 88 ORTHO HEIGHT -   360.812 (meters)     1183.76  (feet) ADJUSTED
 DM5182  ______________________________________________________________________
 DM5182  GEOID HEIGHT    -        -27.389 (meters)                     GEOID18
 DM5182  NAD 83(2011) X  -   -412,902.620 (meters)                     COMP
 DM5182  NAD 83(2011) Y  - -4,231,340.259 (meters)                     COMP
 DM5182  NAD 83(2011) Z  -  4,739,071.936 (meters)                     COMP
 DM5182  LAPLACE CORR    -         -3.27  (seconds)                    DEFLEC18
 DM5182  DYNAMIC HEIGHT  -        360.899 (meters)     1184.05  (feet) COMP
 DM5182  MODELED GRAVITY -    980,840.3   (mgal)                       NAVD 88
 DM5182
 DM5182  VERT ORDER      -  SECOND    CLASS I
 DM5182
 DM5182  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DM5182  Standards:
 DM5182         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DM5182            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DM5182  -------------------------------------------------------------------
 DM5182  NETWORK    0.61   1.08           0.28   0.21   0.55     -0.12080287
 DM5182  -------------------------------------------------------------------
 DM5182  Click here for local accuracies and other accuracy information.
 DM5182
 DM5182.The horizontal coordinates were established by GPS observations
 DM5182.and adjusted by the MN DEPT OF TRANSP in January 2023.
 DM5182
 DM5182.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DM5182.been affixed to the stable North American tectonic plate. See 
 DM5182.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DM5182
 DM5182.The horizontal coordinates are valid at the epoch date displayed above
 DM5182.which is a decimal equivalence of Year/Month/Day.
 DM5182
 DM5182.The orthometric height was determined by differential leveling and
 DM5182.adjusted by the NATIONAL GEODETIC SURVEY
 DM5182.in May 2021.
 DM5182
 DM5182.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM5182.GEOID18 height accuracy estimate available here.
 DM5182
 DM5182.Click photographs - Photos may exist for this station.
 DM5182
 DM5182.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DM5182
 DM5182.The Laplace correction was computed from DEFLEC18 derived deflections.
 DM5182
 DM5182.The ellipsoidal height was determined by GPS observations
 DM5182.and is referenced to NAD 83.
 DM5182
 DM5182.The dynamic height is computed by dividing the NAVD 88
 DM5182.geopotential number by the normal gravity value computed on the
 DM5182.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM5182.degrees latitude (g = 980.6199 gals.).
 DM5182
 DM5182.The modeled gravity was interpolated from observed gravity values.
 DM5182
 DM5182. The following values were computed from the NAD 83(2011) position.
 DM5182
 DM5182;                    North         East     Units Scale Factor Converg.
 DM5182;SPC MN N     -   302,586.941   616,523.253   MT  0.99993510   -1 49 60.0
 DM5182;SPC MN N     -   992,737.32  2,022,710.04   sFT  0.99993510   -1 49 60.0
 DM5182;UTM  15      - 5,352,381.275   309,143.935   MT  1.00004758   -1 55 18.6
 DM5182
 DM5182!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DM5182!SPC MN N     -   0.99994775  x   0.99993510  =   0.99988285
 DM5182!UTM  15      -   0.99994775  x   1.00004758  =   0.99999533
 DM5182
 DM5182_U.S. NATIONAL GRID SPATIAL ADDRESS: 15UUP0914352381(NAD 83)
 DM5182
 DM5182                          SUPERSEDED SURVEY CONTROL
 DM5182
 DM5182  NAVD 88 (02/08/11)  360.810  (m)         1183.76   (f) SUPERSEDED  2 1
 DM5182
 DM5182.Superseded values are not recommended for survey control.
 DM5182
 DM5182.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DM5182.See file dsdata.pdf to determine how the superseded data were derived.
 DM5182
 DM5182_MARKER: I = METAL ROD
 DM5182_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DM5182_STAMPING: 0415 V 2009
 DM5182_MARK LOGO: MNDT
 DM5182_PROJECTION: RECESSED 5 CENTIMETERS
 DM5182_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DM5182_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DM5182_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DM5182+SATELLITE: SATELLITE OBSERVATIONS - August 03, 2022
 DM5182_ROD/PIPE-DEPTH: 4.6 meters
 DM5182
 DM5182  HISTORY     - Date     Condition        Report By
 DM5182  HISTORY     - 20090727 MONUMENTED       MNDT
 DM5182  HISTORY     - 20180830 GOOD             MNDT
 DM5182  HISTORY     - 20200204 GOOD             MNDT
 DM5182  HISTORY     - 20220803 GOOD             MNDT
 DM5182
 DM5182                          STATION DESCRIPTION
 DM5182
 DM5182'DESCRIBED BY MN DEPT OF TRANSP 2009
 DM5182'THE MARK IS 2.15 MI (3.5 KM) EAST ALONG TRUNK HIGHWAY 89 FROM THE
 DM5182'JUNCTION OF TRUNK HIGHWAY 89 AND COUNTY ROAD 54 IN GRYGLA, AT TRUNK
 DM5182'HIGHWAY 89 MILE POINT 78.8.
 DM5182'
 DM5182'IT IS 59.5 FT (18.1 M) SOUTH OF TRUNK HIGHWAY 89, 56 FT (17.1 M) WEST
 DM5182'OF DYLAN ROAD NORTHWEST, 22.7 FT (6.9 M) WEST OF UNDERGROUND CABLE
 DM5182'MARKER, 1.8 FT (0.5 M) NORTHWEST OF WOOD RIGHT-OF-WAY POST, 3.0 FT
 DM5182'(0.9 M) EAST-SOUTHEAST OF A WITNESS POST.
 DM5182
 DM5182                          STATION RECOVERY (2018)
 DM5182
 DM5182'RECOVERY NOTE BY MN DEPT OF TRANSP 2018 (BDH)
 DM5182'RECOVERED IN GOOD CONDITION.
 DM5182
 DM5182                          STATION RECOVERY (2020)
 DM5182
 DM5182'RECOVERY NOTE BY MN DEPT OF TRANSP 2020 (KMS)
 DM5182'2.2 MI (3.5 KM) EAST OF GRYGLA, 2.0 MI (3.2 KM) EAST ALONG TRUNK
 DM5182'HIGHWAY 89 FROM THE SOUTH JUNCTION OF TRUNK HIGHWAY 89 AND COUNTY ROAD
 DM5182'54 IN GRYGLA, AT TRUNK HIGHWAY 89 MILE POINT 78.8, 59.5 FT (18.1 M)
 DM5182'SOUTH OF TRUNK HIGHWAY 89, 56.0 FT (17.1 M) WEST OF DYLAN ROAD
 DM5182'NORTHWEST, 1.8 FT (0.5 M) NORTHWEST OF WOOD RIGHT-OF-WAY POST, 3.0 FT
 DM5182'(0.9 M) EAST-SOUTHEAST OF A WITNESS POST.
 DM5182
 DM5182                          STATION RECOVERY (2022)
 DM5182
 DM5182'RECOVERY NOTE BY MN DEPT OF TRANSP 2022 (JXN)
 DM5182'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DR4361 ***********************************************************************
 DR4361  DESIGNATION -  0415 W
 DR4361  PID         -  DR4361
 DR4361  STATE/COUNTY-  MN/BELTRAMI
 DR4361  COUNTRY     -  US
 DR4361  USGS QUAD   -  GRYGLA (2019)
 DR4361
 DR4361                         *CURRENT SURVEY CONTROL
 DR4361  ______________________________________________________________________
 DR4361* NAD 83(2011) POSITION- 48 16 55.35027(N) 095 30 30.55617(W)   ADJUSTED
 DR4361* NAD 83(2011) ELLIP HT-   337.221 (meters)        (01/03/23)   ADJUSTED
 DR4361* NAD 83(2011) EPOCH   -  2010.00
 DR4361* NAVD 88 ORTHO HEIGHT -   364.738 (meters)     1196.64  (feet) ADJUSTED
 DR4361  ______________________________________________________________________
 DR4361  GEOID HEIGHT    -        -27.488 (meters)                     GEOID18
 DR4361  NAD 83(2011) X  -   -408,219.268 (meters)                     COMP
 DR4361  NAD 83(2011) Y  - -4,232,946.344 (meters)                     COMP
 DR4361  NAD 83(2011) Z  -  4,738,055.257 (meters)                     COMP
 DR4361  LAPLACE CORR    -         -5.28  (seconds)                    DEFLEC18
 DR4361  DYNAMIC HEIGHT  -        364.821 (meters)     1196.92  (feet) COMP
 DR4361  MODELED GRAVITY -    980,827.6   (mgal)                       NAVD 88
 DR4361
 DR4361  VERT ORDER      -  SECOND    CLASS I
 DR4361
 DR4361  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DR4361  Standards:
 DR4361         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DR4361            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DR4361  -------------------------------------------------------------------
 DR4361  NETWORK    0.61   1.10           0.28   0.21   0.56     -0.10202686
 DR4361  -------------------------------------------------------------------
 DR4361  Click here for local accuracies and other accuracy information.
 DR4361
 DR4361.The horizontal coordinates were established by GPS observations
 DR4361.and adjusted by the MN DEPT OF TRANSP in January 2023.
 DR4361
 DR4361.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DR4361.been affixed to the stable North American tectonic plate. See 
 DR4361.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DR4361
 DR4361.The horizontal coordinates are valid at the epoch date displayed above
 DR4361.which is a decimal equivalence of Year/Month/Day.
 DR4361
 DR4361.The orthometric height was determined by differential leveling and
 DR4361.adjusted by the NATIONAL GEODETIC SURVEY
 DR4361.in May 2021.
 DR4361
 DR4361.Significant digits in the geoid height do not necessarily reflect accuracy.
 DR4361.GEOID18 height accuracy estimate available here.
 DR4361
 DR4361.Click photographs - Photos may exist for this station.
 DR4361
 DR4361.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DR4361
 DR4361.The Laplace correction was computed from DEFLEC18 derived deflections.
 DR4361
 DR4361.The ellipsoidal height was determined by GPS observations
 DR4361.and is referenced to NAD 83.
 DR4361
 DR4361.The dynamic height is computed by dividing the NAVD 88
 DR4361.geopotential number by the normal gravity value computed on the
 DR4361.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DR4361.degrees latitude (g = 980.6199 gals.).
 DR4361
 DR4361.The modeled gravity was interpolated from observed gravity values.
 DR4361
 DR4361. The following values were computed from the NAD 83(2011) position.
 DR4361
 DR4361;                    North         East     Units Scale Factor Converg.
 DR4361;SPC MN N     -   300,903.584   621,288.458   MT  0.99993319   -1 47 06.8
 DR4361;SPC MN N     -   987,214.51  2,038,343.88   sFT  0.99993319   -1 47 06.8
 DR4361;UTM  15      - 5,350,690.419   313,907.033   MT  1.00002552   -1 52 22.6
 DR4361
 DR4361!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DR4361!SPC MN N     -   0.99994715  x   0.99993319  =   0.99988034
 DR4361!UTM  15      -   0.99994715  x   1.00002552  =   0.99997267
 DR4361
 DR4361_U.S. NATIONAL GRID SPATIAL ADDRESS: 15UUP1390750690(NAD 83)
 DR4361
 DR4361                          SUPERSEDED SURVEY CONTROL
 DR4361
 DR4361.No superseded survey control is available for this station.
 DR4361
 DR4361_MARKER: F = FLANGE-ENCASED ROD
 DR4361_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DR4361_STAMPING: 0415 W 2018
 DR4361_MARK LOGO: MNDT
 DR4361_PROJECTION: RECESSED 8 CENTIMETERS
 DR4361_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DR4361_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DR4361_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DR4361+SATELLITE: SATELLITE OBSERVATIONS - September 20, 2018
 DR4361_ROD/PIPE-DEPTH: 4.3 meters
 DR4361
 DR4361  HISTORY     - Date     Condition        Report By
 DR4361  HISTORY     - 20180920 MONUMENTED       MNDT
 DR4361
 DR4361                          STATION DESCRIPTION
 DR4361
 DR4361'DESCRIBED BY MN DEPT OF TRANSP 2018
 DR4361'THE MARK IS LOCATED ABOUT 12.9 KM (8.0 MI) WEST OF FOUR TOWN, 9.4 KM
 DR4361'(5.8 MI) WEST-NORTHWEST OF JELLE, 8.4 KM (5.2 MI) EAST-SOUTHEAST OF
 DR4361'GRYGLA AND 4.8 KM (3.0 MI) WEST OF CARMEL.
 DR4361'
 DR4361'THE MARK IS LOCATED 5.7 MI (9.2 KM) EAST ALONG TRUNK HIGHWAY 89 FROM
 DR4361'THE SOUTH JUNCTION OF TRUNK HIGHWAY 89 AND COUNTY ROAD 54 IN GRYGLA.
 DR4361'AT TRUNK HIGHWAY 89 MILE POINT 75.0, 60.3 FT (18.4 M) NORTH OF TRUNK
 DR4361'HIGHWAY 89, 45.5 FT (13.9 M) WEST OF LOG CHURCH ROAD NORTHWEST, 1.5 FT
 DR4361'(0.5 M) EAST OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DL9732 ***********************************************************************
 DL9732  DESIGNATION -  0416 A
 DL9732  PID         -  DL9732
 DL9732  STATE/COUNTY-  MN/BELTRAMI
 DL9732  COUNTRY     -  US
 DL9732  USGS QUAD   -  BEMIDJI EAST (2019)
 DL9732
 DL9732                         *CURRENT SURVEY CONTROL
 DL9732  ______________________________________________________________________
 DL9732* NAD 83(1986) POSITION- 47 26 44.3    (N) 094 51 48.4    (W)   HD_HELD2
 DL9732* NAVD 88 ORTHO HEIGHT -   418.079 (meters)     1371.65  (feet) ADJUSTED
 DL9732  ______________________________________________________________________
 DL9732  GEOID HEIGHT    -        -28.117 (meters)                     GEOID18
 DL9732  DYNAMIC HEIGHT  -        418.117 (meters)     1371.77  (feet) COMP
 DL9732  MODELED GRAVITY -    980,691.4   (mgal)                       NAVD 88
 DL9732
 DL9732  VERT ORDER      -  SECOND    CLASS I
 DL9732
 DL9732.The horizontal coordinates were established by autonomous hand held GPS
 DL9732.observations and have an estimated accuracy of +/- 10 meters.
 DL9732
 DL9732.The orthometric height was determined by differential leveling and
 DL9732.adjusted by the NATIONAL GEODETIC SURVEY
 DL9732.in August 2019.
 DL9732
 DL9732.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL9732.GEOID18 height accuracy estimate available here.
 DL9732
 DL9732.Click photographs - Photos may exist for this station.
 DL9732
 DL9732.The dynamic height is computed by dividing the NAVD 88
 DL9732.geopotential number by the normal gravity value computed on the
 DL9732.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL9732.degrees latitude (g = 980.6199 gals.).
 DL9732
 DL9732.The modeled gravity was interpolated from observed gravity values.
 DL9732
 DL9732;                    North         East    Units  Estimated Accuracy
 DL9732;SPC MN N     -   206,647.      667,020.      MT  (+/- 10 meters HH2 GPS)
 DL9732
 DL9732_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUN5951456371(NAD 83)
 DL9732
 DL9732                          SUPERSEDED SURVEY CONTROL
 DL9732
 DL9732  NAVD 88 (09/23/10)  418.080  (m)         1371.65   (f) SUPERSEDED  2 1
 DL9732
 DL9732.Superseded values are not recommended for survey control.
 DL9732
 DL9732.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL9732.See file dsdata.pdf to determine how the superseded data were derived.
 DL9732
 DL9732_MARKER: DD = SURVEY DISK
 DL9732_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DL9732_SP_SET: BRIDGE ABUTMENT
 DL9732_STAMPING: 0416 A 2003
 DL9732_MARK LOGO: MNDT
 DL9732_MAGNETIC: N = NO MAGNETIC MATERIAL
 DL9732_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL9732_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DL9732+SATELLITE: SATELLITE OBSERVATIONS - June 03, 2013
 DL9732
 DL9732  HISTORY     - Date     Condition        Report By
 DL9732  HISTORY     - 20030918 MONUMENTED       MNDT
 DL9732  HISTORY     - 20130603 GOOD             MNDT
 DL9732
 DL9732                          STATION DESCRIPTION
 DL9732
 DL9732'DESCRIBED BY MN DEPT OF TRANSP 2003
 DL9732'THE STATION IS LOCATED ABOUT 9.8 MI (15.8 KM) WEST-SOUTHWEST OF
 DL9732'ANDRUSIA, 7.6 MI (12.2 KM) EAST-SOUTHEAST OF WILTON AND 2.1 MI (3.4
 DL9732'KM) SOUTH-SOUTHEAST OF BEMIDJI.
 DL9732'
 DL9732'TO REACH THE MARK GO 1.0 MI (1.6 KM) SOUTH OF BEMIDJI, IN ABUTMENT AT
 DL9732'SOUTHEAST CORNER OF PEDESTRIAN BRIDGE NUMBER 04025 OVER TRUNK HIGHWAY
 DL9732'197, 1.0 MI (1.6 KM) NORTH ALONG TRUNK HIGHWAY 197 FROM THE JUNCTION
 DL9732'OF TRUNK HIGHWAY 197 AND TRUNK HIGHWAY 2 AT SOUTH SIDE OF BEMIDJI, AT
 DL9732'TRUNK HIGHWAY 197 MILE POINT 0.95, 8.0 FT (2.4 M) SOUTHWEST OF THE
 DL9732'CENTERLINE OF BIKE PATH, 2.8 FT (0.9 M) SOUTHEAST OF NORTHWEST END OF
 DL9732'BRIDGE ABUTMENT.
 DL9732'
 DL9732'THE MARK, A STANDARD MINNESOTA DEPARTMENT OF TRANSPORTATION GEODETIC
 DL9732'CONTROL MARK DISK SET FLUSH IN THE BRIDGE ABUTMENT AND IS MAGNETIC.
 DL9732
 DL9732                          STATION RECOVERY (2013)
 DL9732
 DL9732'RECOVERY NOTE BY MN DEPT OF TRANSP 2013 (DD)
 DL9732'1.0 MI (1.6 KM) SOUTH OF BEMIDJI, IN ABUTMENT IN SOUTHEAST CORNER OF
 DL9732'PEDESTRIAN BRIDGE OVER TRUNK HIGHWAY 197, 1.0 MI (1.6 KM) NORTH ALONG
 DL9732'TRUNK HIGHWAY 197 FROM THE JUNCTION OF TRUNK HIGHWAY 197 AND TRUNK
 DL9732'HIGHWAY 2 IN SOUTH SIDE OF BEMIDJI, AT TRUNK HIGHWAY 197 MILE POINT
 DL9732'0.95, 8.0 FT (2.4 M) SOUTHWEST OF THE CENTERLINE OF BIKE PATH, 2.8 FT
 DL9732'(0.9 M) SOUTHEAST OF NORTHWEST END OF BRIDGE ABUTMENT.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DL9734 ***********************************************************************
 DL9734  DESIGNATION -  0416 B
 DL9734  PID         -  DL9734
 DL9734  STATE/COUNTY-  MN/BELTRAMI
 DL9734  COUNTRY     -  US
 DL9734  USGS QUAD   -  BEMIDJI WEST (2019)
 DL9734
 DL9734                         *CURRENT SURVEY CONTROL
 DL9734  ______________________________________________________________________
 DL9734* NAD 83(1986) POSITION- 47 28 02.1    (N) 094 52 38.1    (W)   HD_HELD2
 DL9734* NAVD 88 ORTHO HEIGHT -   413.653 (meters)     1357.13  (feet) ADJUSTED
 DL9734  ______________________________________________________________________
 DL9734  GEOID HEIGHT    -        -28.123 (meters)                     GEOID18
 DL9734  DYNAMIC HEIGHT  -        413.692 (meters)     1357.25  (feet) COMP
 DL9734  MODELED GRAVITY -    980,694.2   (mgal)                       NAVD 88
 DL9734
 DL9734  VERT ORDER      -  SECOND    CLASS I
 DL9734
 DL9734.The horizontal coordinates were established by autonomous hand held GPS
 DL9734.observations and have an estimated accuracy of +/- 10 meters.
 DL9734
 DL9734.The orthometric height was determined by differential leveling and
 DL9734.adjusted by the NATIONAL GEODETIC SURVEY
 DL9734.in September 2010.
 DL9734
 DL9734.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL9734.GEOID18 height accuracy estimate available here.
 DL9734
 DL9734.Click photographs - Photos may exist for this station.
 DL9734
 DL9734.The dynamic height is computed by dividing the NAVD 88
 DL9734.geopotential number by the normal gravity value computed on the
 DL9734.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL9734.degrees latitude (g = 980.6199 gals.).
 DL9734
 DL9734.The modeled gravity was interpolated from observed gravity values.
 DL9734
 DL9734;                    North         East    Units  Estimated Accuracy
 DL9734;SPC MN N     -   209,072.      666,034.      MT  (+/- 10 meters HH2 GPS)
 DL9734
 DL9734_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUN5853258798(NAD 83)
 DL9734
 DL9734                          SUPERSEDED SURVEY CONTROL
 DL9734
 DL9734.No superseded survey control is available for this station.
 DL9734
 DL9734_MARKER: DD = SURVEY DISK
 DL9734_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DL9734_SP_SET: BRIDGE RAILING
 DL9734_STAMPING: 0416 B 2003
 DL9734_MARK LOGO: MNDT
 DL9734_MAGNETIC: N = NO MAGNETIC MATERIAL
 DL9734_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DL9734_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DL9734+SATELLITE: SATELLITE OBSERVATIONS - June 03, 2013
 DL9734
 DL9734  HISTORY     - Date     Condition        Report By
 DL9734  HISTORY     - 20030918 MONUMENTED       MNDT
 DL9734  HISTORY     - 20130603 GOOD             MNDT
 DL9734
 DL9734                          STATION DESCRIPTION
 DL9734
 DL9734'DESCRIBED BY MN DEPT OF TRANSP 2003
 DL9734'THE STATION IS LOCATED ABOUT 10.1 MI (16.3 KM) WEST OF ANDRUSIA, 6.3
 DL9734'MI (10.1 KM) EAST-SOUTHEAST OF WILTON AND IN THE TOWN OF BEMIDJI, MN.
 DL9734'
 DL9734'TO REACH FROM THE END OF THE BRIDGE OVER THE MARK IS IN BEMIDJI, IN
 DL9734'RAILING IN SOUTHEAST CORNER OF TRUNK HIGHWAY 197 BRIDGE NUMBER 04022
 DL9734'OVER MISSISSIPPI RIVER, 0.2 MI (0.3 KM) (0.3 KM) SOUTHEAST ALONG TRUNK
 DL9734'HIGHWAY 197 FROM THE JUNCTION OF TRUNK HIGHWAY 197 AND SECOND STREET
 DL9734'IN BEMIDJI, AT TRUNK HIGHWAY 197 MILE POINT 2.80, 15.0 FT (4.6 M)
 DL9734'SOUTHWEST OF NORTH BOUND TRUNK HIGHWAY 197, 2.5 FT (0.8 M) NORTHWEST
 DL9734'OF END OF BRIDGE RAILING.
 DL9734'
 DL9734'THE MARK, A STANDARD MINNESOTA DEPARTMENT OF TRANSPORTATION GEODETIC
 DL9734'CONTROL MARK DISK SET FLUSH IN THE BRIDGE RAIL IS MAGNETIC.
 DL9734
 DL9734                          STATION RECOVERY (2013)
 DL9734
 DL9734'RECOVERY NOTE BY MN DEPT OF TRANSP 2013 (DD)
 DL9734'IN BEMIDJI, IN RAILING IN SOUTHEAST CORNER OF TRUNK HIGHWAY 197 BRIDGE
 DL9734'OVER MISSISSIPPI RIVER, 0.2 MI (0.3 KM) SOUTHEAST ALONG TRUNK HIGHWAY
 DL9734'197 FROM THE JUNCTION OF TRUNK HIGHWAY 197 AND SECOND STREET IN
 DL9734'BEMIDJI, AT TRUNK HIGHWAY 197 MILE POINT 2.80, 15.0 FT (4.6 M)
 DL9734'SOUTHWEST OF NORTHBOUND TRUNK HIGHWAY 197, 2.5 FT (0.8 M) NORTHWEST OF
 DL9734'END OF BRIDGE RAILING.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DL9735 ***********************************************************************
 DL9735  DESIGNATION -  0416 C
 DL9735  PID         -  DL9735
 DL9735  STATE/COUNTY-  MN/BELTRAMI
 DL9735  COUNTRY     -  US
 DL9735  USGS QUAD   -  BEMIDJI WEST (2019)
 DL9735
 DL9735                         *CURRENT SURVEY CONTROL
 DL9735  ______________________________________________________________________
 DL9735* NAD 83(1986) POSITION- 47 28 02.0    (N) 094 52 38.3    (W)   HD_HELD2
 DL9735* NAVD 88 ORTHO HEIGHT -   413.636 (meters)     1357.07  (feet) ADJUSTED
 DL9735  ______________________________________________________________________
 DL9735  GEOID HEIGHT    -        -28.123 (meters)                     GEOID18
 DL9735  DYNAMIC HEIGHT  -        413.674 (meters)     1357.20  (feet) COMP
 DL9735  MODELED GRAVITY -    980,694.2   (mgal)                       NAVD 88
 DL9735
 DL9735  VERT ORDER      -  SECOND    CLASS I
 DL9735
 DL9735.The horizontal coordinates were established by autonomous hand held GPS
 DL9735.observations and have an estimated accuracy of +/- 10 meters.
 DL9735
 DL9735.The orthometric height was determined by differential leveling and
 DL9735.adjusted by the NATIONAL GEODETIC SURVEY
 DL9735.in September 2010.
 DL9735
 DL9735.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL9735.GEOID18 height accuracy estimate available here.
 DL9735
 DL9735.Click photographs - Photos may exist for this station.
 DL9735
 DL9735.The dynamic height is computed by dividing the NAVD 88
 DL9735.geopotential number by the normal gravity value computed on the
 DL9735.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL9735.degrees latitude (g = 980.6199 gals.).
 DL9735
 DL9735.The modeled gravity was interpolated from observed gravity values.
 DL9735
 DL9735;                    North         East    Units  Estimated Accuracy
 DL9735;SPC MN N     -   209,069.      666,030.      MT  (+/- 10 meters HH2 GPS)
 DL9735
 DL9735_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUN5852758795(NAD 83)
 DL9735
 DL9735                          SUPERSEDED SURVEY CONTROL
 DL9735
 DL9735.No superseded survey control is available for this station.
 DL9735
 DL9735_MARKER: DD = SURVEY DISK
 DL9735_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DL9735_SP_SET: BRIDGE RAILING
 DL9735_STAMPING: 0416 C 2003
 DL9735_MARK LOGO: MNDT
 DL9735_MAGNETIC: N = NO MAGNETIC MATERIAL
 DL9735_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DL9735_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DL9735+SATELLITE: SATELLITE OBSERVATIONS - June 03, 2013
 DL9735
 DL9735  HISTORY     - Date     Condition        Report By
 DL9735  HISTORY     - 20030918 MONUMENTED       MNDT
 DL9735  HISTORY     - 20130603 GOOD             MNDT
 DL9735
 DL9735                          STATION DESCRIPTION
 DL9735
 DL9735'DESCRIBED BY MN DEPT OF TRANSP 2003
 DL9735'THE STATION IS LOCATED ABOUT 10.1 MI (16.3 KM) WEST OF ANDRUSIA, 6.3
 DL9735'MI (10.1 KM) EAST-SOUTHEAST OF WILTON AND IN THE TOWN OF BEMIDJI, MN.
 DL9735'
 DL9735'THE MARK IS IN BEMIDJI, IN RAIL IN NORTHEAST CORNER OF TRUNK HIGHWAY
 DL9735'197 BRIDGE NUMBER 04024 OVER MISSISSIPPI RIVER, 0.2 MI (0.3 KM)
 DL9735'SOUTHEAST ALONG TRUNK HIGHWAY 197 FROM THE JUNCTION OF TRUNK HIGHWAY
 DL9735'197 AND SECOND STREET IN BEMIDJI, AT TRUNK HIGHWAY 197 MILE POINT 2.8,
 DL9735'15.0 FT (4.6 M) NORTHEAST OF SOUTH BOUND TRUNK HIGHWAY 197, 2.5 FT
 DL9735'(0.8 M) NORTHWEST OF END OF BRIDGE RAILING.
 DL9735'
 DL9735'THE MARK, A STANDARD MINNESOTA DEPARTMENT OF TRANSPORTATION GEODETIC
 DL9735'CONTROL MARK DISK SET FLUSH IN THE BRIDGE RAIL IS MAGNETIC.
 DL9735
 DL9735                          STATION RECOVERY (2013)
 DL9735
 DL9735'RECOVERY NOTE BY MN DEPT OF TRANSP 2013 (DD)
 DL9735'IN BEMIDJI, IN RAIL IN NORTHEAST CORNER OF TRUNK HIGHWAY 197 BRIDGE
 DL9735'OVER MISSISSIPPI RIVER, 0.2 MI (0.3 KM) SOUTHEAST ALONG TRUNK HIGHWAY
 DL9735'197 FROM THE JUNCTION OF TRUNK HIGHWAY 197 AND SECOND STREET IN
 DL9735'BEMIDJI, AT TRUNK HIGHWAY 197 MILE POINT 2.80, 15.0 FT (4.6 M)
 DL9735'NORTHEAST OF SOUTHBOUND TRUNK HIGHWAY 197, 2.5 FT (0.8 M) NORTHWEST OF
 DL9735'END OF BRIDGE RAILING.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DP6669 ***********************************************************************
 DP6669  DESIGNATION -  042
 DP6669  PID         -  DP6669
 DP6669  STATE/COUNTY-  MN/TRAVERSE
 DP6669  COUNTRY     -  US
 DP6669  USGS QUAD   -  TINTAH (2019)
 DP6669
 DP6669                         *CURRENT SURVEY CONTROL
 DP6669  ______________________________________________________________________
 DP6669* NAD 83(2011) POSITION- 46 00 25.53337(N) 096 21 34.60765(W)   ADJUSTED
 DP6669* NAD 83(2011) ELLIP HT-   276.129 (meters)        (03/11/15)   ADJUSTED
 DP6669* NAD 83(2011) EPOCH   -  2010.00
 DP6669* NAVD 88 ORTHO HEIGHT -   302.7   (meters)      993.    (feet) GPS OBS
 DP6669  ______________________________________________________________________
 DP6669  NAVD 88 orthometric height was determined with geoid model    GEOID12A
 DP6669  GEOID HEIGHT    -        -26.591 (meters)                     GEOID12A
 DP6669  GEOID HEIGHT    -        -26.605 (meters)                     GEOID18
 DP6669  NAD 83(2011) X  -   -491,584.110 (meters)                     COMP
 DP6669  NAD 83(2011) Y  - -4,410,634.743 (meters)                     COMP
 DP6669  NAD 83(2011) Z  -  4,565,993.796 (meters)                     COMP
 DP6669  LAPLACE CORR    -         -0.60  (seconds)                    DEFLEC18
 DP6669
 DP6669  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DP6669  Standards:
 DP6669         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DP6669            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DP6669  -------------------------------------------------------------------
 DP6669  NETWORK    1.05   1.16           0.47   0.37   0.59      0.20251921
 DP6669  -------------------------------------------------------------------
 DP6669  Click here for local accuracies and other accuracy information.
 DP6669
 DP6669.The horizontal coordinates were established by GPS observations
 DP6669.and adjusted by the MN DEPT OF TRANSP in March 2015.
 DP6669
 DP6669.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DP6669.been affixed to the stable North American tectonic plate. See 
 DP6669.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DP6669
 DP6669.The horizontal coordinates are valid at the epoch date displayed above
 DP6669.which is a decimal equivalence of Year/Month/Day.
 DP6669
 DP6669.The orthometric height was determined by GPS observations and a
 DP6669.high-resolution geoid model.
 DP6669
 DP6669.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP6669.GEOID18 height accuracy estimate available here.
 DP6669
 DP6669.Click photographs - Photos may exist for this station.
 DP6669
 DP6669.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DP6669
 DP6669.The Laplace correction was computed from DEFLEC18 derived deflections.
 DP6669
 DP6669.The ellipsoidal height was determined by GPS observations
 DP6669.and is referenced to NAD 83.
 DP6669
 DP6669. The following values were computed from the NAD 83(2011) position.
 DP6669
 DP6669;                    North         East     Units Scale Factor Converg.
 DP6669;SPC MN C     -   214,110.041   636,632.679   MT  0.99993830   -1 31 33.8
 DP6669;SPC MN C     -   702,459.36  2,088,685.71   sFT  0.99993830   -1 31 33.8
 DP6669;UTM  14      - 5,098,225.390   704,422.678   MT  1.00011375   +1 54 00.8
 DP6669
 DP6669!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DP6669!SPC MN C     -   0.99995671  x   0.99993830  =   0.99989502
 DP6669!UTM  14      -   0.99995671  x   1.00011375  =   1.00007046
 DP6669
 DP6669_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQR0442298225(NAD 83)
 DP6669
 DP6669                          SUPERSEDED SURVEY CONTROL
 DP6669
 DP6669.No superseded survey control is available for this station.
 DP6669
 DP6669_MARKER: DB = BENCH MARK DISK
 DP6669_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 DP6669+WITH SETTING: INFORMATION.
 DP6669_STAMPING: 042
 DP6669_MARK LOGO: BOISDE
 DP6669_PROJECTION: FLUSH
 DP6669_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DP6669_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DP6669_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP6669+SATELLITE: SATELLITE OBSERVATIONS - June 21, 2021
 DP6669
 DP6669  HISTORY     - Date     Condition        Report By
 DP6669  HISTORY     - 20100401 MONUMENTED       BOISDE
 DP6669  HISTORY     - 20130702 GOOD             MNDT
 DP6669  HISTORY     - 20210621 GOOD             MNDT
 DP6669
 DP6669                          STATION DESCRIPTION
 DP6669
 DP6669'DESCRIBED BY MN DEPT OF TRANSP 2013 (TXR)
 DP6669'1.8 MILES WEST OF TINTAH, 1.85 MILES WEST ALONG COUNTY ROAD 20 FROM
 DP6669'JUNCTION COUNTY ROAD 20 AND TRUNK HIGHWAY 9 IN TINTAH, 76.0 FEET
 DP6669'EAST-SOUTHEAST OF SOUTHEAST CORNER OF HEADWALL OF EAST CULVERT, 4.3
 DP6669'FEET NORTHWEST OF FIRST POWER POLE EAST OF DITCH, 52.6 FEET SOUTH OF
 DP6669'COUNTY ROAD 20, 30 FEET EAST OF FIELD ENTRANCE,2.9 FEET NORTHWEST OF
 DP6669'WITNESS POST.  ROD DEPTH UNKNOWN.
 DP6669
 DP6669                          STATION RECOVERY (2021)
 DP6669
 DP6669'RECOVERY NOTE BY MN DEPT OF TRANSP 2021 (TJD)
 DP6669'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 QP0912 ***********************************************************************
 QP0912  DESIGNATION -  0502 A
 QP0912  PID         -  QP0912
 QP0912  STATE/COUNTY-  MN/BENTON
 QP0912  COUNTRY     -  US
 QP0912  USGS QUAD   -  ROYALTON (2019)
 QP0912
 QP0912                         *CURRENT SURVEY CONTROL
 QP0912  ______________________________________________________________________
 QP0912* NAD 83(2011) POSITION- 45 49 13.32328(N) 094 17 06.80609(W)   ADJUSTED
 QP0912* NAD 83(2011) ELLIP HT-   301.075 (meters)        (06/27/12)   ADJUSTED
 QP0912* NAD 83(2011) EPOCH   -  2010.00
 QP0912* NAVD 88 ORTHO HEIGHT -   327.826 (meters)     1075.54  (feet) ADJUSTED
 QP0912  ______________________________________________________________________
 QP0912  GEOID HEIGHT    -        -26.762 (meters)                     GEOID18
 QP0912  NAD 83(2011) X  -   -332,725.429 (meters)                     COMP
 QP0912  NAD 83(2011) Y  - -4,440,422.267 (meters)                     COMP
 QP0912  NAD 83(2011) Z  -  4,551,571.373 (meters)                     COMP
 QP0912  LAPLACE CORR    -         -2.01  (seconds)                    DEFLEC18
 QP0912  DYNAMIC HEIGHT  -        327.829 (meters)     1075.55  (feet) COMP
 QP0912  MODELED GRAVITY -    980,614.1   (mgal)                       NAVD 88
 QP0912
 QP0912  VERT ORDER      -  FIRST     CLASS I
 QP0912
 QP0912  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 QP0912  Standards:
 QP0912         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 QP0912            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 QP0912  -------------------------------------------------------------------
 QP0912  NETWORK    0.77   0.55           0.35   0.27   0.28      0.15488343
 QP0912  -------------------------------------------------------------------
 QP0912  Click here for local accuracies and other accuracy information.
 QP0912
 QP0912.The horizontal coordinates were established by GPS observations
 QP0912.and adjusted by the National Geodetic Survey in June 2012.
 QP0912
 QP0912.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 QP0912.been affixed to the stable North American tectonic plate. See 
 QP0912.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 QP0912
 QP0912.The horizontal coordinates are valid at the epoch date displayed above
 QP0912.which is a decimal equivalence of Year/Month/Day.
 QP0912
 QP0912.The orthometric height was determined by differential leveling and
 QP0912.adjusted by the NATIONAL GEODETIC SURVEY
 QP0912.in June 1991.
 QP0912
 QP0912.Significant digits in the geoid height do not necessarily reflect accuracy.
 QP0912.GEOID18 height accuracy estimate available here.
 QP0912
 QP0912.Click photographs - Photos may exist for this station.
 QP0912
 QP0912.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 QP0912
 QP0912.The Laplace correction was computed from DEFLEC18 derived deflections.
 QP0912
 QP0912.The ellipsoidal height was determined by GPS observations
 QP0912.and is referenced to NAD 83.
 QP0912
 QP0912.The dynamic height is computed by dividing the NAVD 88
 QP0912.geopotential number by the normal gravity value computed on the
 QP0912.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QP0912.degrees latitude (g = 980.6199 gals.).
 QP0912
 QP0912.The modeled gravity was interpolated from observed gravity values.
 QP0912
 QP0912. The following values were computed from the NAD 83(2011) position.
 QP0912
 QP0912;                    North         East     Units Scale Factor Converg.
 QP0912;SPC MN C     -   191,181.516   797,262.727   MT  0.99996209   -0 01 31.7
 QP0912;SPC MN C     -   627,234.69  2,615,686.13   sFT  0.99996209   -0 01 31.7
 QP0912;UTM  15      - 5,074,892.529   400,160.814   MT  0.99972254   -0 55 18.4
 QP0912
 QP0912!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QP0912!SPC MN C     -   0.99995280  x   0.99996209  =   0.99991489
 QP0912!UTM  15      -   0.99995280  x   0.99972254  =   0.99967536
 QP0912
 QP0912_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL0016074892(NAD 83)
 QP0912
 QP0912                          SUPERSEDED SURVEY CONTROL
 QP0912
 QP0912  NAD 83(2007)-  45 49 13.32341(N)    094 17 06.80740(W) AD(2002.00) 0
 QP0912  ELLIP H (02/10/07)  301.105  (m)                       GP(2002.00)    
 QP0912  NAD 83(1996)-  45 49 13.32324(N)    094 17 06.80707(W) AD(       ) 1
 QP0912  ELLIP H (07/29/03)  301.155  (m)                       GP(       ) 4 1
 QP0912  NAVD 88             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
 QP0912.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QP0912.See file dsdata.pdf to determine how the superseded data were derived.
 QP0912
 QP0912_MARKER: DB = BENCH MARK DISK
 QP0912_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 QP0912_SP_SET: BRIDGE ABUTMENT
 QP0912_STAMPING: 0502 A 1947
 QP0912_MARK LOGO: MNHD
 QP0912_MAGNETIC: N = NO MAGNETIC MATERIAL
 QP0912_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QP0912_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 QP0912+SATELLITE: SATELLITE OBSERVATIONS - August 28, 2018
 QP0912
 QP0912  HISTORY     - Date     Condition        Report By
 QP0912  HISTORY     - 19470401 MONUMENTED       MNHD
 QP0912  HISTORY     - 1976     GOOD             NGS
 QP0912  HISTORY     - 20000401 GOOD             MNDT
 QP0912  HISTORY     - 20170509 GOOD             MNDT
 QP0912  HISTORY     - 20180828 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.
 QP0912
 QP0912                          STATION RECOVERY (2017)
 QP0912
 QP0912'RECOVERY NOTE BY MN DEPT OF TRANSP 2017 (KMS)
 QP0912'THE MARK IS LOCATED ABOUT 0.8 MI (1.3 KM) SOUTHEAST OF ROYALTON.
 QP0912'
 QP0912'TO REACH THE MARK GO 0.8 MI (1.3 KM) SOUTHEAST ALONG TRUNK HIGHWAY 10
 QP0912'FROM THE JUNCTION OF TRUNK HIGHWAY 10 AND COUNTY ROAD 26 IN ROYALTON,
 QP0912'AT TRUNK HIGHWAY 10 MILE POINT 157.2, IN THE SOUTHEAST ABUTMENT OF A
 QP0912'SOUTHBOUND TRUNK HIGHWAY 10 BRIDGE NUMBER 6574 OVER THE PLATTE RIVER.
 QP0912'
 QP0912'THE MARK IS LOCATED 20.0 FT (6.1 M) NORTHEAST OF EASTBOUND TRUNK
 QP0912'HIGHWAY 10.
 QP0912
 QP0912                          STATION RECOVERY (2018)
 QP0912
 QP0912'RECOVERY NOTE BY MN DEPT OF TRANSP 2018 (MAS)
 QP0912'0.8 MI (1.3 KM) SOUTHEAST OF ROYALTON, IN THE SOUTHEAST ABUTMENT OF
 QP0912'SOUTHBOUND TRUNK HIGHWAY 10 BRIDGE NUMBER 6574 OVER THE PLATTE RIVER,
 QP0912'0.8 MI (1.3 KM) SOUTHEAST ALONG TRUNK HIGHWAY 10 FROM THE JUNCTION OF
 QP0912'TRUNK HIGHWAY 10 AND COUNTY ROAD 26 IN ROYALTON, AT TRUNK HIGHWAY 10
 QP0912'MILE POINT 157.2, 20.0 FT (6.1 M) NORTHEAST OF EASTBOUND TRUNK HIGHWAY
 QP0912'10.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DM4436 ***********************************************************************
 DM4436  DESIGNATION -  0502 AA
 DM4436  PID         -  DM4436
 DM4436  STATE/COUNTY-  MN/BENTON
 DM4436  COUNTRY     -  US
 DM4436  USGS QUAD   -  LITTLE ROCK LAKE (2019)
 DM4436
 DM4436                         *CURRENT SURVEY CONTROL
 DM4436  ______________________________________________________________________
 DM4436* NAD 83(1986) POSITION- 45 39 16.54   (N) 094 10 41.09   (W)   HD_HELD1
 DM4436* NAVD 88 ORTHO HEIGHT -   336.490 (meters)     1103.97  (feet) ADJUSTED
 DM4436  ______________________________________________________________________
 DM4436  GEOID HEIGHT    -        -26.955 (meters)                     GEOID18
 DM4436  DYNAMIC HEIGHT  -        336.486 (meters)     1103.95  (feet) COMP
 DM4436  MODELED GRAVITY -    980,594.5   (mgal)                       NAVD 88
 DM4436
 DM4436  VERT ORDER      -  SECOND    CLASS I
 DM4436
 DM4436.The horizontal coordinates were determined by differentially corrected
 DM4436.hand held GPS observations or other comparable positioning techniques
 DM4436.and have an estimated accuracy of +/- 3 meters.
 DM4436
 DM4436.The orthometric height was determined by differential leveling and
 DM4436.adjusted by the NATIONAL GEODETIC SURVEY
 DM4436.in January 2011.
 DM4436
 DM4436.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM4436.GEOID18 height accuracy estimate available here.
 DM4436
 DM4436.Click photographs - Photos may exist for this station.
 DM4436
 DM4436.The dynamic height is computed by dividing the NAVD 88
 DM4436.geopotential number by the normal gravity value computed on the
 DM4436.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM4436.degrees latitude (g = 980.6199 gals.).
 DM4436
 DM4436.The modeled gravity was interpolated from observed gravity values.
 DM4436
 DM4436;                    North         East    Units  Estimated Accuracy
 DM4436;SPC MN C     -   172,758.8     805,605.6     MT  (+/- 3 meters HH1 GPS) 
 DM4436
 DM4436_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL0821256346(NAD 83)
 DM4436
 DM4436                          SUPERSEDED SURVEY CONTROL
 DM4436
 DM4436.No superseded survey control is available for this station.
 DM4436
 DM4436_MARKER: DD = SURVEY DISK
 DM4436_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DM4436_SP_SET: BRIDGE RAILING
 DM4436_STAMPING: 0502 AA 2008
 DM4436_MARK LOGO: MNDT
 DM4436_MAGNETIC: N = NO MAGNETIC MATERIAL
 DM4436_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DM4436_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DM4436+SATELLITE: SATELLITE OBSERVATIONS - August 22, 2018
 DM4436
 DM4436  HISTORY     - Date     Condition        Report By
 DM4436  HISTORY     - 2003     MONUMENTED       MNDT
 DM4436  HISTORY     - 20080623 GOOD             MNDT
 DM4436  HISTORY     - 20170413 GOOD             MNDT
 DM4436  HISTORY     - 20180822 GOOD             MNDT
 DM4436
 DM4436                          STATION DESCRIPTION
 DM4436
 DM4436'DESCRIBED BY MN DEPT OF TRANSP 2008 (DAS)
 DM4436'THE MARK IS 3.0 MI (4.8 KM) NORTH OF SAUK RAPIDS, IN RAILING IN
 DM4436'NORTHWEST CORNER OF COUNTY ROAD 33 BRIDGE NUMBER 05016 OVER TRUNK
 DM4436'HIGHWAY 10, AT THE JUNCTION OF COUNTY ROAD 33 AND TRUNK HIGHWAY 10,
 DM4436'2.5 MI (4.0 KM) NORTH OF TRUNK HIGHWAY 15, AT TRUNK HIGHWAY 10 MILE
 DM4436'POINT 170.50.
 DM4436'
 DM4436'IT IS 17.0 FT (5.2 M) NORTH OF WESTBOUND COUNTY ROAD 33.
 DM4436'
 DM4436'NOTE--DISK SET IN BRIDGE WHEN BUILT IN 2003 THEN STAMPED WHEN USED IN
 DM4436'2008.
 DM4436
 DM4436                          STATION RECOVERY (2017)
 DM4436
 DM4436'RECOVERY NOTE BY MN DEPT OF TRANSP 2017 (KMS)
 DM4436'RECOVERED IN GOOD CONDITION.
 DM4436
 DM4436                          STATION RECOVERY (2018)
 DM4436
 DM4436'RECOVERY NOTE BY MN DEPT OF TRANSP 2018 (MAS)
 DM4436'3.0 MI (4.8 KM) NORTH OF SAUK RAPIDS, IN THE RAILING IN THE NORTHWEST
 DM4436'CORNER OF COUNTY ROAD 33 BRIDGE NUMBER 05016 OVER TRUNK HIGHWAY 10,
 DM4436'7.25 MI (11.67 KM) NORTH ALONG TRUNK HIGHWAY 10 FROM THE JUNCTION OF
 DM4436'TRUNK HIGHWAY 10 AND TRUNK HIGHWAY 23 IN ST. CLOUD, AT TRUNK HIGHWAY
 DM4436'10 MILE POINT 170.50, 2.5 MI (4.0 KM) NORTH OF TRUNK HIGHWAY 15, 17.0
 DM4436'FT (5.2 M) NORTH OF WESTBOUND COUNTY ROAD 33.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DM4435 ***********************************************************************
 DM4435  DESIGNATION -  0502 AB
 DM4435  PID         -  DM4435
 DM4435  STATE/COUNTY-  MN/BENTON
 DM4435  COUNTRY     -  US
 DM4435  USGS QUAD   -  LITTLE ROCK LAKE (2019)
 DM4435
 DM4435                         *CURRENT SURVEY CONTROL
 DM4435  ______________________________________________________________________
 DM4435* NAD 83(1986) POSITION- 45 39 16.54   (N) 094 10 37.83   (W)   HD_HELD1
 DM4435* NAVD 88 ORTHO HEIGHT -   336.137 (meters)     1102.81  (feet) ADJUSTED
 DM4435  ______________________________________________________________________
 DM4435  GEOID HEIGHT    -        -26.956 (meters)                     GEOID18
 DM4435  DYNAMIC HEIGHT  -        336.133 (meters)     1102.80  (feet) COMP
 DM4435  MODELED GRAVITY -    980,594.5   (mgal)                       NAVD 88
 DM4435
 DM4435  VERT ORDER      -  SECOND    CLASS I
 DM4435
 DM4435.The horizontal coordinates were determined by differentially corrected
 DM4435.hand held GPS observations or other comparable positioning techniques
 DM4435.and have an estimated accuracy of +/- 3 meters.
 DM4435
 DM4435.The orthometric height was determined by differential leveling and
 DM4435.adjusted by the NATIONAL GEODETIC SURVEY
 DM4435.in January 2011.
 DM4435
 DM4435.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM4435.GEOID18 height accuracy estimate available here.
 DM4435
 DM4435.Click photographs - Photos may exist for this station.
 DM4435
 DM4435.The dynamic height is computed by dividing the NAVD 88
 DM4435.geopotential number by the normal gravity value computed on the
 DM4435.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM4435.degrees latitude (g = 980.6199 gals.).
 DM4435
 DM4435.The modeled gravity was interpolated from observed gravity values.
 DM4435
 DM4435;                    North         East    Units  Estimated Accuracy
 DM4435;SPC MN C     -   172,758.9     805,676.2     MT  (+/- 3 meters HH1 GPS) 
 DM4435
 DM4435_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL0828356345(NAD 83)
 DM4435
 DM4435                          SUPERSEDED SURVEY CONTROL
 DM4435
 DM4435.No superseded survey control is available for this station.
 DM4435
 DM4435_MARKER: DD = SURVEY DISK
 DM4435_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DM4435_SP_SET: BRIDGE RAILING
 DM4435_STAMPING: 0502 AB 2008
 DM4435_MARK LOGO: MNDT
 DM4435_MAGNETIC: N = NO MAGNETIC MATERIAL
 DM4435_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DM4435_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DM4435+SATELLITE: SATELLITE OBSERVATIONS - August 22, 2018
 DM4435
 DM4435  HISTORY     - Date     Condition        Report By
 DM4435  HISTORY     - 2003     MONUMENTED       MNDT
 DM4435  HISTORY     - 20080623 GOOD             MNDT
 DM4435  HISTORY     - 20170413 GOOD             MNDT
 DM4435  HISTORY     - 20180822 GOOD             MNDT
 DM4435
 DM4435                          STATION DESCRIPTION
 DM4435
 DM4435'DESCRIBED BY MN DEPT OF TRANSP 2008 (DAS)
 DM4435'THE MARK IS 3.0 MI (4.8 KM) NORTH OF SAUK RAPIDS, IN RAILING IN
 DM4435'NORTHEAST CORNER OF COUNTY ROAD 33 BRIDGE NUMBER 05016 OVER TRUNK
 DM4435'HIGHWAY 10, AT THE JUNCTION OF COUNTY ROAD 33 AND TRUNK HIGHWAY 10,
 DM4435'2.5 MI (4.0 KM) NORTH OF TRUNK HIGHWAY 15, AT TRUNK HIGHWAY 10 MILE
 DM4435'POINT 170.50.
 DM4435'
 DM4435'IT IS 17.0 FT (5.2 M) NORTH OF WESTBOUND COUNTY ROAD 33.
 DM4435'
 DM4435'NOTE--DISK SET IN BRIDGE WHEN BUILT IN 2003 THEN STAMPED WHEN USED IN
 DM4435'2008.
 DM4435
 DM4435                          STATION RECOVERY (2017)
 DM4435
 DM4435'RECOVERY NOTE BY MN DEPT OF TRANSP 2017 (KMS)
 DM4435'RECOVERED IN GOOD CONDITION.
 DM4435
 DM4435                          STATION RECOVERY (2018)
 DM4435
 DM4435'RECOVERY NOTE BY MN DEPT OF TRANSP 2018 (MAS)
 DM4435'3.0 MI (4.8 KM) NORTH OF SAUK RAPIDS, IN THE RAILING IN THE NORTHEAST
 DM4435'CORNER OF COUNTY ROAD 33 BRIDGE NUMBER 05016 OVER TRUNK HIGHWAY 10,
 DM4435'7.2 MI (11.6 KM) NORTH ALONG TRUNK HIGHWAY 10 FROM THE JUNCTION OF
 DM4435'TRUNK HIGHWAY 10 AND TRUNK HIGHWAY 23 IN ST. CLOUD, AT TRUNK HIGHWAY
 DM4435'10 MILE POINT 170.50, 2.5 MI (4.0 KM) NORTH OF TRUNK HIGHWAY 15, 17.0
 DM4435'FT (5.2 M) NORTH OF WESTBOUND COUNTY ROAD 33.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DQ7765 ***********************************************************************
 DQ7765  DESIGNATION -  0502 AC
 DQ7765  PID         -  DQ7765
 DQ7765  STATE/COUNTY-  MN/BENTON
 DQ7765  COUNTRY     -  US
 DQ7765  USGS QUAD   -  SAINT CLOUD (2019)
 DQ7765
 DQ7765                         *CURRENT SURVEY CONTROL
 DQ7765  ______________________________________________________________________
 DQ7765* NAD 83(2011) POSITION- 45 35 48.05151(N) 094 08 49.99568(W)   ADJUSTED
 DQ7765* NAD 83(2011) ELLIP HT-   301.531 (meters)        (03/30/20)   ADJUSTED
 DQ7765* NAD 83(2011) EPOCH   -  2010.00
 DQ7765* NAVD 88 ORTHO HEIGHT -   328.587 (meters)     1078.04  (feet) ADJUSTED
 DQ7765  ______________________________________________________________________
 DQ7765  GEOID HEIGHT    -        -27.057 (meters)                     GEOID18
 DQ7765  NAD 83(2011) X  -   -323,316.331 (meters)                     COMP
 DQ7765  NAD 83(2011) Y  - -4,458,961.321 (meters)                     COMP
 DQ7765  NAD 83(2011) Z  -  4,534,209.685 (meters)                     COMP
 DQ7765  LAPLACE CORR    -         -3.79  (seconds)                    DEFLEC18
 DQ7765  DYNAMIC HEIGHT  -        328.581 (meters)     1078.02  (feet) COMP
 DQ7765  MODELED GRAVITY -    980,589.0   (mgal)                       NAVD 88
 DQ7765
 DQ7765  VERT ORDER      -  SECOND    CLASS I
 DQ7765
 DQ7765  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DQ7765  Standards:
 DQ7765         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DQ7765            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DQ7765  -------------------------------------------------------------------
 DQ7765  NETWORK    0.64   1.02           0.30   0.21   0.52      0.04798473
 DQ7765  -------------------------------------------------------------------
 DQ7765  Click here for local accuracies and other accuracy information.
 DQ7765
 DQ7765.The horizontal coordinates were established by GPS observations
 DQ7765.and adjusted by the MN DEPT OF TRANSP in March 2020.
 DQ7765
 DQ7765.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DQ7765.been affixed to the stable North American tectonic plate. See 
 DQ7765.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DQ7765
 DQ7765.The horizontal coordinates are valid at the epoch date displayed above
 DQ7765.which is a decimal equivalence of Year/Month/Day.
 DQ7765
 DQ7765.The orthometric height was determined by differential leveling and
 DQ7765.adjusted by the NATIONAL GEODETIC SURVEY
 DQ7765.in May 2018.
 DQ7765
 DQ7765.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ7765.GEOID18 height accuracy estimate available here.
 DQ7765
 DQ7765.Click photographs - Photos may exist for this station.
 DQ7765
 DQ7765.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DQ7765
 DQ7765.The Laplace correction was computed from DEFLEC18 derived deflections.
 DQ7765
 DQ7765.The ellipsoidal height was determined by GPS observations
 DQ7765.and is referenced to NAD 83.
 DQ7765
 DQ7765.The dynamic height is computed by dividing the NAVD 88
 DQ7765.geopotential number by the normal gravity value computed on the
 DQ7765.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ7765.degrees latitude (g = 980.6199 gals.).
 DQ7765
 DQ7765.The modeled gravity was interpolated from observed gravity values.
 DQ7765
 DQ7765. The following values were computed from the NAD 83(2011) position.
 DQ7765
 DQ7765;                    North         East     Units Scale Factor Converg.
 DQ7765;SPC MN C     -   166,324.772   808,019.279   MT  1.00000439   +0 04 27.7
 DQ7765;SPC MN C     -   545,683.86  2,650,976.58   sFT  1.00000439   +0 04 27.7
 DQ7765;UTM  15      - 5,049,877.580   410,524.930   MT  0.99969843   -0 49 10.8
 DQ7765
 DQ7765!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DQ7765!SPC MN C     -   0.99995273  x   1.00000439  =   0.99995712
 DQ7765!UTM  15      -   0.99995273  x   0.99969843  =   0.99965117
 DQ7765
 DQ7765_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL1052449877(NAD 83)
 DQ7765
 DQ7765                          SUPERSEDED SURVEY CONTROL
 DQ7765
 DQ7765.No superseded survey control is available for this station.
 DQ7765
 DQ7765_MARKER: I = METAL ROD
 DQ7765_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DQ7765_STAMPING: 0502 AC 2017
 DQ7765_MARK LOGO: MNDT
 DQ7765_PROJECTION: RECESSED 5 CENTIMETERS
 DQ7765_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DQ7765_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ7765_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ7765+SATELLITE: SATELLITE OBSERVATIONS - March 06, 2019
 DQ7765_ROD/PIPE-DEPTH: 8.5 meters
 DQ7765
 DQ7765  HISTORY     - Date     Condition        Report By
 DQ7765  HISTORY     - 20170531 MONUMENTED       MNDT
 DQ7765  HISTORY     - 20180822 GOOD             MNDT
 DQ7765  HISTORY     - 20190306 GOOD             MNDT
 DQ7765
 DQ7765                          STATION DESCRIPTION
 DQ7765
 DQ7765'DESCRIBED BY MN DEPT OF TRANSP 2017
 DQ7765'THE MARK IS LOCATED ABOUT IN SAUK RAPIDS.
 DQ7765'
 DQ7765'TO REACH THE MARK GO 2.2 MI (3.5 KM) NORTH ALONG TRUNK HIGHWAY 10 FROM
 DQ7765'THE JUNCTION OF TRUNK HIGHWAY 10 AND TRUNK HIGHWAY 23 IN ST. CLOUD, AT
 DQ7765'TRUNK HIGHWAY 10 MILE POINT 175.55.
 DQ7765'
 DQ7765'THE MARK IS LOCATED 68.4 FT (20.8 M) EAST-NORTHEAST OF WESTBOUND TRUNK
 DQ7765'HIGHWAY 10, 86.5 FT (26.4 M) WEST OF THE RAMP TO COUNTY ROAD 3, 1.5 FT
 DQ7765'(0.5 M) WEST-SOUTHWEST OF A WITNESS POST.
 DQ7765'
 DQ7765'NOTE-THE STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM ROD
 DQ7765'DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION REMOVABLE DISK
 DQ7765'SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH PVC
 DQ7765'PIPE BACK FILLED WITH WASHED SAND.
 DQ7765
 DQ7765                          STATION RECOVERY (2018)
 DQ7765
 DQ7765'RECOVERY NOTE BY MN DEPT OF TRANSP 2018 (MAS)
 DQ7765'IN SAUK RAPIDS, 2.2 MI (3.5 KM) NORTH ALONG TRUNK HIGHWAY 10 FROM THE
 DQ7765'JUNCTION OF TRUNK HIGHWAY 10 AND TRUNK HIGHWAY 23 IN ST. CLOUD, AT
 DQ7765'TRUNK HIGHWAY 10 MILE POINT 175.55, 68.4 FT (20.8 M) EAST-NORTHEAST OF
 DQ7765'WESTBOUND TRUNK HIGHWAY 10, 86.5 FT (26.4 M) WEST OF THE RAMP TO
 DQ7765'COUNTY ROAD 3, 1.5 FT (0.5 M) WEST-SOUTHWEST OF A WITNESS POST.
 DQ7765
 DQ7765                          STATION RECOVERY (2019)
 DQ7765
 DQ7765'RECOVERY NOTE BY MN DEPT OF TRANSP 2019 (DXK)
 DQ7765'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DQ7769 ***********************************************************************
 DQ7769  DESIGNATION -  0502 AD
 DQ7769  PID         -  DQ7769
 DQ7769  STATE/COUNTY-  MN/BENTON
 DQ7769  COUNTRY     -  US
 DQ7769  USGS QUAD   -  LITTLE ROCK LAKE (2019)
 DQ7769
 DQ7769                         *CURRENT SURVEY CONTROL
 DQ7769  ______________________________________________________________________
 DQ7769* NAD 83(2011) POSITION- 45 39 11.33065(N) 094 10 36.50725(W)   ADJUSTED
 DQ7769* NAD 83(2011) ELLIP HT-   302.435 (meters)        (03/30/20)   ADJUSTED
 DQ7769* NAD 83(2011) EPOCH   -  2010.00
 DQ7769* NAVD 88 ORTHO HEIGHT -   329.391 (meters)     1080.68  (feet) ADJUSTED
 DQ7769  ______________________________________________________________________
 DQ7769  GEOID HEIGHT    -        -26.958 (meters)                     GEOID18
 DQ7769  NAD 83(2011) X  -   -325,292.122 (meters)                     COMP
 DQ7769  NAD 83(2011) Y  - -4,454,320.234 (meters)                     COMP
 DQ7769  NAD 83(2011) Z  -  4,538,599.609 (meters)                     COMP
 DQ7769  LAPLACE CORR    -         -3.12  (seconds)                    DEFLEC18
 DQ7769  DYNAMIC HEIGHT  -        329.387 (meters)     1080.66  (feet) COMP
 DQ7769  MODELED GRAVITY -    980,594.3   (mgal)                       NAVD 88
 DQ7769
 DQ7769  VERT ORDER      -  SECOND    CLASS I
 DQ7769
 DQ7769  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DQ7769  Standards:
 DQ7769         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DQ7769            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DQ7769  -------------------------------------------------------------------
 DQ7769  NETWORK    0.67   1.02           0.31   0.22   0.52      0.05794551
 DQ7769  -------------------------------------------------------------------
 DQ7769  Click here for local accuracies and other accuracy information.
 DQ7769
 DQ7769.The horizontal coordinates were established by GPS observations
 DQ7769.and adjusted by the MN DEPT OF TRANSP in March 2020.
 DQ7769
 DQ7769.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DQ7769.been affixed to the stable North American tectonic plate. See 
 DQ7769.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DQ7769
 DQ7769.The horizontal coordinates are valid at the epoch date displayed above
 DQ7769.which is a decimal equivalence of Year/Month/Day.
 DQ7769
 DQ7769.The orthometric height was determined by differential leveling and
 DQ7769.adjusted by the NATIONAL GEODETIC SURVEY
 DQ7769.in May 2018.
 DQ7769
 DQ7769.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ7769.GEOID18 height accuracy estimate available here.
 DQ7769
 DQ7769.Click photographs - Photos may exist for this station.
 DQ7769
 DQ7769.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DQ7769
 DQ7769.The Laplace correction was computed from DEFLEC18 derived deflections.
 DQ7769
 DQ7769.The ellipsoidal height was determined by GPS observations
 DQ7769.and is referenced to NAD 83.
 DQ7769
 DQ7769.The dynamic height is computed by dividing the NAVD 88
 DQ7769.geopotential number by the normal gravity value computed on the
 DQ7769.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ7769.degrees latitude (g = 980.6199 gals.).
 DQ7769
 DQ7769.The modeled gravity was interpolated from observed gravity values.
 DQ7769
 DQ7769. The following values were computed from the NAD 83(2011) position.
 DQ7769
 DQ7769;                    North         East     Units Scale Factor Converg.
 DQ7769;SPC MN C     -   172,598.098   805,705.005   MT  0.99999230   +0 03 10.6
 DQ7769;SPC MN C     -   566,265.59  2,643,383.84   sFT  0.99999230   +0 03 10.6
 DQ7769;UTM  15      - 5,056,184.386   408,309.508   MT  0.99970336   -0 50 29.8
 DQ7769
 DQ7769!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DQ7769!SPC MN C     -   0.99995259  x   0.99999230  =   0.99994489
 DQ7769!UTM  15      -   0.99995259  x   0.99970336  =   0.99965596
 DQ7769
 DQ7769_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL0830956184(NAD 83)
 DQ7769
 DQ7769                          SUPERSEDED SURVEY CONTROL
 DQ7769
 DQ7769.No superseded survey control is available for this station.
 DQ7769
 DQ7769_MARKER: I = METAL ROD
 DQ7769_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DQ7769_STAMPING: 0502 AD 2017
 DQ7769_MARK LOGO: MNDT
 DQ7769_PROJECTION: RECESSED 5 CENTIMETERS
 DQ7769_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DQ7769_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ7769_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ7769+SATELLITE: SATELLITE OBSERVATIONS - March 05, 2019
 DQ7769_ROD/PIPE-DEPTH: 8.2 meters
 DQ7769
 DQ7769  HISTORY     - Date     Condition        Report By
 DQ7769  HISTORY     - 20170531 MONUMENTED       MNDT
 DQ7769  HISTORY     - 20180822 GOOD             MNDT
 DQ7769  HISTORY     - 20190305 GOOD             MNDT
 DQ7769
 DQ7769                          STATION DESCRIPTION
 DQ7769
 DQ7769'DESCRIBED BY MN DEPT OF TRANSP 2017
 DQ7769'THE MARK IS LOCATED ABOUT 3.8 MI (6.1 KM) NORTH OF SAUK RAPID.
 DQ7769'
 DQ7769'TO REACH THE MARK GO 2.2 MI (3.5 KM) NORTH ALONG TRUNK HIGHWAY 10 FROM
 DQ7769'THE JUNCTION OF TRUNK HIGHWAY 10 AND TRUNK HIGHWAY 15 IN SAUK RAPIDS,
 DQ7769'AT TRUNK HIGHWAY 10 MILE POINT 170.65.
 DQ7769'
 DQ7769'THE MARK IS LOCATED 80.5 FT (24.5 M) EAST OF WESTBOUND TRUNK HIGHWAY
 DQ7769'10, 170.8 FT (52.1 M) WEST-NORTHWEST OF THE RAMP TO COUNTY ROAD 33,
 DQ7769'1.5 WEST OF A WITNESS POST.
 DQ7769'
 DQ7769'NOTE-THE STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM ROD
 DQ7769'DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION REMOVABLE DISK
 DQ7769'SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH PVC
 DQ7769'PIPE BACK FILLED WITH WASHED SAND.
 DQ7769
 DQ7769                          STATION RECOVERY (2018)
 DQ7769
 DQ7769'RECOVERY NOTE BY MN DEPT OF TRANSP 2018 (MAS)
 DQ7769'3.8 MI (6.1 KM) NORTH OF SAUK RAPIDS, 2.2 MI (3.5 KM) NORTH ALONG
 DQ7769'TRUNK HIGHWAY 10 FROM THE JUNCTION OF TRUNK HIGHWAY 10 AND TRUNK
 DQ7769'HIGHWAY 15 IN SAUK RAPIDS, AT TRUNK HIGHWAY 10 MILE POINT 170.65, 80.5
 DQ7769'FT (24.5 M) EAST OF WESTBOUND TRUNK HIGHWAY 10, 170.8 FT (52.1 M)
 DQ7769'WEST-NORTHWEST OF THE RAMP TO COUNTY ROAD 33, 1.5 WEST OF A WITNESS
 DQ7769'POST.
 DQ7769
 DQ7769                          STATION RECOVERY (2019)
 DQ7769
 DQ7769'RECOVERY NOTE BY MN DEPT OF TRANSP 2019 (CXW)
 DQ7769'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DQ7770 ***********************************************************************
 DQ7770  DESIGNATION -  0502 AE
 DQ7770  PID         -  DQ7770
 DQ7770  STATE/COUNTY-  MN/BENTON
 DQ7770  COUNTRY     -  US
 DQ7770  USGS QUAD   -  LITTLE ROCK LAKE (2019)
 DQ7770
 DQ7770                         *CURRENT SURVEY CONTROL
 DQ7770  ______________________________________________________________________
 DQ7770* NAD 83(2011) POSITION- 45 41 24.24842(N) 094 10 19.63695(W)   ADJUSTED
 DQ7770* NAD 83(2011) ELLIP HT-   293.327 (meters)        (03/30/20)   ADJUSTED
 DQ7770* NAD 83(2011) EPOCH   -  2010.00
 DQ7770* NAVD 88 ORTHO HEIGHT -   320.267 (meters)     1050.74  (feet) ADJUSTED
 DQ7770  ______________________________________________________________________
 DQ7770  GEOID HEIGHT    -        -26.928 (meters)                     GEOID18
 DQ7770  NAD 83(2011) X  -   -324,713.763 (meters)                     COMP
 DQ7770  NAD 83(2011) Y  - -4,451,412.589 (meters)                     COMP
 DQ7770  NAD 83(2011) Z  -  4,541,460.733 (meters)                     COMP
 DQ7770  LAPLACE CORR    -         -3.14  (seconds)                    DEFLEC18
 DQ7770  DYNAMIC HEIGHT  -        320.265 (meters)     1050.74  (feet) COMP
 DQ7770  MODELED GRAVITY -    980,597.6   (mgal)                       NAVD 88
 DQ7770
 DQ7770  VERT ORDER      -  SECOND    CLASS I
 DQ7770
 DQ7770  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DQ7770  Standards:
 DQ7770         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DQ7770            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DQ7770  -------------------------------------------------------------------
 DQ7770  NETWORK    0.69   1.06           0.32   0.23   0.54      0.05265812
 DQ7770  -------------------------------------------------------------------
 DQ7770  Click here for local accuracies and other accuracy information.
 DQ7770
 DQ7770.The horizontal coordinates were established by GPS observations
 DQ7770.and adjusted by the MN DEPT OF TRANSP in March 2020.
 DQ7770
 DQ7770.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DQ7770.been affixed to the stable North American tectonic plate. See 
 DQ7770.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DQ7770
 DQ7770.The horizontal coordinates are valid at the epoch date displayed above
 DQ7770.which is a decimal equivalence of Year/Month/Day.
 DQ7770
 DQ7770.The orthometric height was determined by differential leveling and
 DQ7770.adjusted by the NATIONAL GEODETIC SURVEY
 DQ7770.in May 2018.
 DQ7770
 DQ7770.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ7770.GEOID18 height accuracy estimate available here.
 DQ7770
 DQ7770.Click photographs - Photos may exist for this station.
 DQ7770
 DQ7770.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DQ7770
 DQ7770.The Laplace correction was computed from DEFLEC18 derived deflections.
 DQ7770
 DQ7770.The ellipsoidal height was determined by GPS observations
 DQ7770.and is referenced to NAD 83.
 DQ7770
 DQ7770.The dynamic height is computed by dividing the NAVD 88
 DQ7770.geopotential number by the normal gravity value computed on the
 DQ7770.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ7770.degrees latitude (g = 980.6199 gals.).
 DQ7770
 DQ7770.The modeled gravity was interpolated from observed gravity values.
 DQ7770
 DQ7770. The following values were computed from the NAD 83(2011) position.
 DQ7770
 DQ7770;                    North         East     Units Scale Factor Converg.
 DQ7770;SPC MN C     -   176,702.045   806,066.237   MT  0.99998490   +0 03 22.8
 DQ7770;SPC MN C     -   579,729.96  2,644,568.98   sFT  0.99998490   +0 03 22.8
 DQ7770;UTM  15      - 5,060,281.021   408,734.668   MT  0.99970240   -0 50 19.7
 DQ7770
 DQ7770!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DQ7770!SPC MN C     -   0.99995402  x   0.99998490  =   0.99993892
 DQ7770!UTM  15      -   0.99995402  x   0.99970240  =   0.99965643
 DQ7770
 DQ7770_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL0873460281(NAD 83)
 DQ7770
 DQ7770                          SUPERSEDED SURVEY CONTROL
 DQ7770
 DQ7770.No superseded survey control is available for this station.
 DQ7770
 DQ7770_MARKER: I = METAL ROD
 DQ7770_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DQ7770_STAMPING: 0502 AE 2017
 DQ7770_MARK LOGO: MNDT
 DQ7770_PROJECTION: RECESSED 5 CENTIMETERS
 DQ7770_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DQ7770_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ7770_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ7770+SATELLITE: SATELLITE OBSERVATIONS - March 04, 2019
 DQ7770_ROD/PIPE-DEPTH: 25.6 meters
 DQ7770
 DQ7770  HISTORY     - Date     Condition        Report By
 DQ7770  HISTORY     - 20170531 MONUMENTED       MNDT
 DQ7770  HISTORY     - 20180827 GOOD             MNDT
 DQ7770  HISTORY     - 20190304 GOOD             MNDT
 DQ7770
 DQ7770                          STATION DESCRIPTION
 DQ7770
 DQ7770'DESCRIBED BY MN DEPT OF TRANSP 2017
 DQ7770'THE MARK IS LOCATED ABOUT 6.2 MI (10.0 KM) NORTH OF SAUK RAPIDS.
 DQ7770'
 DQ7770'TO REACH THE MARK GO 4.75 MI (7.64 KM) NORTH ALONG TRUNK HIGHWAY 10
 DQ7770'FROM THE JUNCTION OF TRUNK HIGHWAY 10 AND TRUNK HIGHWAY 15 IN SAUK
 DQ7770'RAPIDS, AT TRUNK HIGHWAY 10 MILE POINT 167.95.
 DQ7770'
 DQ7770'THE MARK IS LOCATED 26.3 FT (8.0 M) WEST OF WESTBOUND TRUNK HIGHWAY
 DQ7770'10, 56.4 FT (17.2 M) EAST OF EASTBOUND TRUNK HIGHWAY 10, 1.5 FT (0.5
 DQ7770'M) SOUTH OF A WITNESS POST.
 DQ7770'
 DQ7770'NOTE - THE STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM
 DQ7770'ROD DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION REMOVABLE
 DQ7770'DISK SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH
 DQ7770'PVC PIPE BACK FILLED WITH WASHED SAND.
 DQ7770
 DQ7770                          STATION RECOVERY (2018)
 DQ7770
 DQ7770'RECOVERY NOTE BY MN DEPT OF TRANSP 2018 (MAS)
 DQ7770'6.2 MI (10.0 KM) NORTH OF SAUK RAPIDS, 4.75 MI (7.64 KM) NORTH ALONG
 DQ7770'TRUNK HIGHWAY 10 FROM THE JUNCTION OF TRUNK HIGHWAY 10 AND TRUNK
 DQ7770'HIGHWAY 15 IN SAUK RAPIDS, AT TRUNK HIGHWAY 10 MILE POINT 167.95, 26.3
 DQ7770'FT (8.0 M) WEST OF WESTBOUND TRUNK HIGHWAY 10, 56.4 FT (17.2 M) EAST
 DQ7770'OF EASTBOUND TRUNK HIGHWAY 10, 1.5 FT (0.5 M) SOUTH OF A WITNESS POST.
 DQ7770
 DQ7770                          STATION RECOVERY (2019)
 DQ7770
 DQ7770'RECOVERY NOTE BY MN DEPT OF TRANSP 2019 (MXM)
 DQ7770'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DQ7771 ***********************************************************************
 DQ7771  DESIGNATION -  0502 AF
 DQ7771  PID         -  DQ7771
 DQ7771  STATE/COUNTY-  MN/BENTON
 DQ7771  COUNTRY     -  US
 DQ7771  USGS QUAD   -  LITTLE ROCK LAKE (2019)
 DQ7771
 DQ7771                         *CURRENT SURVEY CONTROL
 DQ7771  ______________________________________________________________________
 DQ7771* NAD 83(2011) POSITION- 45 42 11.78325(N) 094 10 24.22922(W)   ADJUSTED
 DQ7771* NAD 83(2011) ELLIP HT-   285.687 (meters)        (03/30/20)   ADJUSTED
 DQ7771* NAD 83(2011) EPOCH   -  2010.00
 DQ7771* NAVD 88 ORTHO HEIGHT -   312.614 (meters)     1025.63  (feet) ADJUSTED
 DQ7771  ______________________________________________________________________
 DQ7771  GEOID HEIGHT    -        -26.916 (meters)                     GEOID18
 DQ7771  NAD 83(2011) X  -   -324,736.043 (meters)                     COMP
 DQ7771  NAD 83(2011) Y  - -4,450,352.499 (meters)                     COMP
 DQ7771  NAD 83(2011) Z  -  4,542,480.351 (meters)                     COMP
 DQ7771  LAPLACE CORR    -         -3.11  (seconds)                    DEFLEC18
 DQ7771  DYNAMIC HEIGHT  -        312.612 (meters)     1025.63  (feet) COMP
 DQ7771  MODELED GRAVITY -    980,598.9   (mgal)                       NAVD 88
 DQ7771
 DQ7771  VERT ORDER      -  SECOND    CLASS I
 DQ7771
 DQ7771  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DQ7771  Standards:
 DQ7771         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DQ7771            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DQ7771  -------------------------------------------------------------------
 DQ7771  NETWORK    0.69   1.02           0.32   0.23   0.52      0.09526247
 DQ7771  -------------------------------------------------------------------
 DQ7771  Click here for local accuracies and other accuracy information.
 DQ7771
 DQ7771.The horizontal coordinates were established by GPS observations
 DQ7771.and adjusted by the MN DEPT OF TRANSP in March 2020.
 DQ7771
 DQ7771.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DQ7771.been affixed to the stable North American tectonic plate. See 
 DQ7771.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DQ7771
 DQ7771.The horizontal coordinates are valid at the epoch date displayed above
 DQ7771.which is a decimal equivalence of Year/Month/Day.
 DQ7771
 DQ7771.The orthometric height was determined by differential leveling and
 DQ7771.adjusted by the NATIONAL GEODETIC SURVEY
 DQ7771.in May 2018.
 DQ7771
 DQ7771.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ7771.GEOID18 height accuracy estimate available here.
 DQ7771
 DQ7771.Click photographs - Photos may exist for this station.
 DQ7771
 DQ7771.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DQ7771
 DQ7771.The Laplace correction was computed from DEFLEC18 derived deflections.
 DQ7771
 DQ7771.The ellipsoidal height was determined by GPS observations
 DQ7771.and is referenced to NAD 83.
 DQ7771
 DQ7771.The dynamic height is computed by dividing the NAVD 88
 DQ7771.geopotential number by the normal gravity value computed on the
 DQ7771.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ7771.degrees latitude (g = 980.6199 gals.).
 DQ7771
 DQ7771.The modeled gravity was interpolated from observed gravity values.
 DQ7771
 DQ7771. The following values were computed from the NAD 83(2011) position.
 DQ7771
 DQ7771;                    North         East     Units Scale Factor Converg.
 DQ7771;SPC MN C     -   178,169.501   805,965.454   MT  0.99998236   +0 03 19.5
 DQ7771;SPC MN C     -   584,544.44  2,644,238.33   sFT  0.99998236   +0 03 19.5
 DQ7771;UTM  15      - 5,061,749.459   408,656.847   MT  0.99970258   -0 50 23.6
 DQ7771
 DQ7771!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DQ7771!SPC MN C     -   0.99995521  x   0.99998236  =   0.99993757
 DQ7771!UTM  15      -   0.99995521  x   0.99970258  =   0.99965781
 DQ7771
 DQ7771_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL0865661749(NAD 83)
 DQ7771
 DQ7771                          SUPERSEDED SURVEY CONTROL
 DQ7771
 DQ7771.No superseded survey control is available for this station.
 DQ7771
 DQ7771_MARKER: I = METAL ROD
 DQ7771_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DQ7771_STAMPING: 0502 AF 2017
 DQ7771_MARK LOGO: MNDT
 DQ7771_PROJECTION: RECESSED 5 CENTIMETERS
 DQ7771_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DQ7771_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ7771_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ7771+SATELLITE: SATELLITE OBSERVATIONS - February 27, 2019
 DQ7771_ROD/PIPE-DEPTH: 27.1 meters
 DQ7771
 DQ7771  HISTORY     - Date     Condition        Report By
 DQ7771  HISTORY     - 20170531 MONUMENTED       MNDT
 DQ7771  HISTORY     - 20180827 GOOD             MNDT
 DQ7771  HISTORY     - 20190227 GOOD             MNDT
 DQ7771
 DQ7771                          STATION DESCRIPTION
 DQ7771
 DQ7771'DESCRIBED BY MN DEPT OF TRANSP 2017
 DQ7771'THE MARK IS LOCATED ABOUT 4.2 MI (6.8 KM) SOUTHEAST OF RICE.
 DQ7771'
 DQ7771'TO REACH THE MARK GO 4.1 MI (6.6 KM) SOUTHEAST ALONG TRUNK HIGHWAY 10
 DQ7771'FROM THE JUNCTION OF TRUNK HIGHWAY 10 AND COUNTY ROAD 2 IN RICE, AT
 DQ7771'TRUNK HIGHWAY 10 MILE POINT 167.0.
 DQ7771'
 DQ7771'THE MARK IS LOCATED 47.9 FT (14.6 M) SOUTHWEST OF WESTBOUND TRUNK
 DQ7771'HIGHWAY 10, 32.3 FT (9.8 M) NORTHEAST OF EASTBOUND TRUNK HIGHWAY 10,
 DQ7771'1.5 SOUTHEAST OF A WITNESS POST.
 DQ7771'
 DQ7771'NOTE-THE STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM ROD
 DQ7771'DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION REMOVABLE DISK
 DQ7771'SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH PVC
 DQ7771'PIPE BACK FILLED WITH WASHED SAND.
 DQ7771
 DQ7771                          STATION RECOVERY (2018)
 DQ7771
 DQ7771'RECOVERY NOTE BY MN DEPT OF TRANSP 2018 (MAS)
 DQ7771'4.2 MI (6.8 KM) SOUTHEAST OF RICE, 4.1 MI (6.6 KM) SOUTHEAST ALONG
 DQ7771'TRUNK HIGHWAY 10 FROM THE JUNCTION OF TRUNK HIGHWAY 10 AND COUNTY ROAD
 DQ7771'2 IN RICE, AT TRUNK HIGHWAY 10 MILE POINT 167.0, 47.9 FT (14.6 M)
 DQ7771'SOUTHWEST OF WESTBOUND TRUNK HIGHWAY 10, 32.3 FT (9.8 M) NORTHEAST OF
 DQ7771'EASTBOUND TRUNK HIGHWAY 10, 1.5 SOUTHEAST OF A WITNESS POST.
 DQ7771
 DQ7771                          STATION RECOVERY (2019)
 DQ7771
 DQ7771'RECOVERY NOTE BY MN DEPT OF TRANSP 2019 (JXO)
 DQ7771'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DQ7775 ***********************************************************************
 DQ7775  DESIGNATION -  0502 AG
 DQ7775  PID         -  DQ7775
 DQ7775  STATE/COUNTY-  MN/BENTON
 DQ7775  COUNTRY     -  US
 DQ7775  USGS QUAD   -  LITTLE ROCK LAKE (2019)
 DQ7775
 DQ7775                         *CURRENT SURVEY CONTROL
 DQ7775  ______________________________________________________________________
 DQ7775* NAD 83(2011) POSITION- 45 43 39.85307(N) 094 11 44.18734(W)   ADJUSTED
 DQ7775* NAD 83(2011) ELLIP HT-   296.702 (meters)        (03/30/20)   ADJUSTED
 DQ7775* NAD 83(2011) EPOCH   -  2010.00
 DQ7775* NAVD 88 ORTHO HEIGHT -   323.593 (meters)     1061.65  (feet) ADJUSTED
 DQ7775  ______________________________________________________________________
 DQ7775  GEOID HEIGHT    -        -26.876 (meters)                     GEOID18
 DQ7775  NAD 83(2011) X  -   -326,319.334 (meters)                     COMP
 DQ7775  NAD 83(2011) Y  - -4,448,292.560 (meters)                     COMP
 DQ7775  NAD 83(2011) Z  -  4,544,386.824 (meters)                     COMP
 DQ7775  LAPLACE CORR    -         -2.78  (seconds)                    DEFLEC18
 DQ7775  DYNAMIC HEIGHT  -        323.591 (meters)     1061.65  (feet) COMP
 DQ7775  MODELED GRAVITY -    980,602.6   (mgal)                       NAVD 88
 DQ7775
 DQ7775  VERT ORDER      -  SECOND    CLASS I
 DQ7775
 DQ7775  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DQ7775  Standards:
 DQ7775         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DQ7775            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DQ7775  -------------------------------------------------------------------
 DQ7775  NETWORK    0.69   1.00           0.32   0.22   0.51      0.11640203
 DQ7775  -------------------------------------------------------------------
 DQ7775  Click here for local accuracies and other accuracy information.
 DQ7775
 DQ7775.The horizontal coordinates were established by GPS observations
 DQ7775.and adjusted by the MN DEPT OF TRANSP in March 2020.
 DQ7775
 DQ7775.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DQ7775.been affixed to the stable North American tectonic plate. See 
 DQ7775.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DQ7775
 DQ7775.The horizontal coordinates are valid at the epoch date displayed above
 DQ7775.which is a decimal equivalence of Year/Month/Day.
 DQ7775
 DQ7775.The orthometric height was determined by differential leveling and
 DQ7775.adjusted by the NATIONAL GEODETIC SURVEY
 DQ7775.in May 2018.
 DQ7775
 DQ7775.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ7775.GEOID18 height accuracy estimate available here.
 DQ7775
 DQ7775.Click photographs - Photos may exist for this station.
 DQ7775
 DQ7775.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DQ7775
 DQ7775.The Laplace correction was computed from DEFLEC18 derived deflections.
 DQ7775
 DQ7775.The ellipsoidal height was determined by GPS observations
 DQ7775.and is referenced to NAD 83.
 DQ7775
 DQ7775.The dynamic height is computed by dividing the NAVD 88
 DQ7775.geopotential number by the normal gravity value computed on the
 DQ7775.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ7775.degrees latitude (g = 980.6199 gals.).
 DQ7775
 DQ7775.The modeled gravity was interpolated from observed gravity values.
 DQ7775
 DQ7775. The following values were computed from the NAD 83(2011) position.
 DQ7775
 DQ7775;                    North         East     Units Scale Factor Converg.
 DQ7775;SPC MN C     -   180,887.067   804,233.939   MT  0.99997778   +0 02 21.6
 DQ7775;SPC MN C     -   593,460.32  2,638,557.51   sFT  0.99997778   +0 02 21.6
 DQ7775;UTM  15      - 5,064,492.996   406,968.476   MT  0.99970640   -0 51 22.2
 DQ7775
 DQ7775!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DQ7775!SPC MN C     -   0.99995349  x   0.99997778  =   0.99993127
 DQ7775!UTM  15      -   0.99995349  x   0.99970640  =   0.99965990
 DQ7775
 DQ7775_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL0696864492(NAD 83)
 DQ7775
 DQ7775                          SUPERSEDED SURVEY CONTROL
 DQ7775
 DQ7775.No superseded survey control is available for this station.
 DQ7775
 DQ7775_MARKER: I = METAL ROD
 DQ7775_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DQ7775_STAMPING: 0502 AG 2017
 DQ7775_MARK LOGO: MNDT
 DQ7775_PROJECTION: RECESSED 5 CENTIMETERS
 DQ7775_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DQ7775_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ7775_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ7775+SATELLITE: SATELLITE OBSERVATIONS - February 26, 2019
 DQ7775_ROD/PIPE-DEPTH: 22.3 meters
 DQ7775
 DQ7775  HISTORY     - Date     Condition        Report By
 DQ7775  HISTORY     - 20170531 MONUMENTED       MNDT
 DQ7775  HISTORY     - 20180827 GOOD             MNDT
 DQ7775  HISTORY     - 20190226 GOOD             MNDT
 DQ7775
 DQ7775                          STATION DESCRIPTION
 DQ7775
 DQ7775'DESCRIBED BY MN DEPT OF TRANSP 2017
 DQ7775'THE MARK IS LOCATED ABOUT 2.1 MI (3.4 KM) SOUTHEAST OF RICE.
 DQ7775'
 DQ7775'TO REACH THE MARK GO 2.1 MI (3.4 KM) SOUTHEAST ALONG TRUNK HIGHWAY 10
 DQ7775'FROM THE JUNCTION OF TRUNK HIGHWAY 10 AND COUNTY ROAD 2 IN RICE, AT
 DQ7775'TRUNK HIGHWAY 10 MILE POINT 165.0.
 DQ7775'
 DQ7775'THE MARK IS LOCATED 66.3 FT (20.2 M) NORTHEAST OF WESTBOUND TRUNK
 DQ7775'HIGHWAY 10, 116.2 FT (35.4 M) NORTHWEST OF 110TH STREET, 45.2 FT (13.8
 DQ7775'M) WEST OF 15TH AVENUE NORTHWEST, 1.5 FT (0.5 M) SOUTHWEST OF A
 DQ7775'WITNESS POST.
 DQ7775'
 DQ7775'NOTE-THE STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM ROD
 DQ7775'DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION REMOVABLE DISK
 DQ7775'SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH PVC
 DQ7775'PIPE BACK FILLED WITH WASHED SAND.
 DQ7775
 DQ7775                          STATION RECOVERY (2018)
 DQ7775
 DQ7775'RECOVERY NOTE BY MN DEPT OF TRANSP 2018 (MAS)
 DQ7775'2.1 MI (3.4 KM) SOUTHEAST OF RICE, 2.1 MI (3.4 KM) SOUTHEAST ALONG
 DQ7775'TRUNK HIGHWAY 10 FROM THE JUNCTION OF TRUNK HIGHWAY 10 AND COUNTY ROAD
 DQ7775'2 IN RICE, AT TRUNK HIGHWAY 10 MILE POINT 165.0, 66.3 FT (20.2 M)
 DQ7775'NORTHEAST OF WESTBOUND TRUNK HIGHWAY 10, 116.2 FT (35.4 M) NORTHWEST
 DQ7775'OF 110TH STREET, 45.2 FT (13.8 M) WEST OF 15TH AVENUE NORTHWEST, 1.5
 DQ7775'FT (0.5 M) SOUTHWEST OF A WITNESS POST.
 DQ7775
 DQ7775                          STATION RECOVERY (2019)
 DQ7775
 DQ7775'RECOVERY NOTE BY MN DEPT OF TRANSP 2019 (CXW)
 DQ7775'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DQ7778 ***********************************************************************
 DQ7778  DESIGNATION -  0502 AH
 DQ7778  PID         -  DQ7778
 DQ7778  STATE/COUNTY-  MN/BENTON
 DQ7778  COUNTRY     -  US
 DQ7778  USGS QUAD   -  RICE (2019)
 DQ7778
 DQ7778                         *CURRENT SURVEY CONTROL
 DQ7778  ______________________________________________________________________
 DQ7778* NAD 83(2011) POSITION- 45 45 19.90889(N) 094 12 50.01419(W)   ADJUSTED
 DQ7778* NAD 83(2011) ELLIP HT-   301.778 (meters)        (03/30/20)   ADJUSTED
 DQ7778* NAD 83(2011) EPOCH   -  2010.00
 DQ7778* NAVD 88 ORTHO HEIGHT -   328.633 (meters)     1078.19  (feet) ADJUSTED
 DQ7778  ______________________________________________________________________
 DQ7778  GEOID HEIGHT    -        -26.848 (meters)                     GEOID18
 DQ7778  NAD 83(2011) X  -   -327,576.618 (meters)                     COMP
 DQ7778  NAD 83(2011) Y  - -4,445,985.175 (meters)                     COMP
 DQ7778  NAD 83(2011) Z  -  4,546,546.442 (meters)                     COMP
 DQ7778  LAPLACE CORR    -         -2.46  (seconds)                    DEFLEC18
 DQ7778  DYNAMIC HEIGHT  -        328.633 (meters)     1078.19  (feet) COMP
 DQ7778  MODELED GRAVITY -    980,606.5   (mgal)                       NAVD 88
 DQ7778
 DQ7778  VERT ORDER      -  SECOND    CLASS I
 DQ7778
 DQ7778  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DQ7778  Standards:
 DQ7778         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DQ7778            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DQ7778  -------------------------------------------------------------------
 DQ7778  NETWORK    0.66   0.94           0.31   0.21   0.48      0.13075395
 DQ7778  -------------------------------------------------------------------
 DQ7778  Click here for local accuracies and other accuracy information.
 DQ7778
 DQ7778.The horizontal coordinates were established by GPS observations
 DQ7778.and adjusted by the MN DEPT OF TRANSP in March 2020.
 DQ7778
 DQ7778.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DQ7778.been affixed to the stable North American tectonic plate. See 
 DQ7778.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DQ7778
 DQ7778.The horizontal coordinates are valid at the epoch date displayed above
 DQ7778.which is a decimal equivalence of Year/Month/Day.
 DQ7778
 DQ7778.The orthometric height was determined by differential leveling and
 DQ7778.adjusted by the NATIONAL GEODETIC SURVEY
 DQ7778.in May 2018.
 DQ7778
 DQ7778.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ7778.GEOID18 height accuracy estimate available here.
 DQ7778
 DQ7778.Click photographs - Photos may exist for this station.
 DQ7778
 DQ7778.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DQ7778
 DQ7778.The Laplace correction was computed from DEFLEC18 derived deflections.
 DQ7778
 DQ7778.The ellipsoidal height was determined by GPS observations
 DQ7778.and is referenced to NAD 83.
 DQ7778
 DQ7778.The dynamic height is computed by dividing the NAVD 88
 DQ7778.geopotential number by the normal gravity value computed on the
 DQ7778.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ7778.degrees latitude (g = 980.6199 gals.).
 DQ7778
 DQ7778.The modeled gravity was interpolated from observed gravity values.
 DQ7778
 DQ7778. The following values were computed from the NAD 83(2011) position.
 DQ7778
 DQ7778;                    North         East     Units Scale Factor Converg.
 DQ7778;SPC MN C     -   183,975.297   802,809.196   MT  0.99997280   +0 01 34.0
 DQ7778;SPC MN C     -   603,592.29  2,633,883.17   sFT  0.99997280   +0 01 34.0
 DQ7778;UTM  15      - 5,067,602.288   405,592.548   MT  0.99970957   -0 52 10.8
 DQ7778
 DQ7778!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DQ7778!SPC MN C     -   0.99995269  x   0.99997280  =   0.99992549
 DQ7778!UTM  15      -   0.99995269  x   0.99970957  =   0.99966228
 DQ7778
 DQ7778_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL0559267602(NAD 83)
 DQ7778
 DQ7778                          SUPERSEDED SURVEY CONTROL
 DQ7778
 DQ7778.No superseded survey control is available for this station.
 DQ7778
 DQ7778_MARKER: I = METAL ROD
 DQ7778_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DQ7778_STAMPING: 0502 AH 2017
 DQ7778_MARK LOGO: MNDT
 DQ7778_PROJECTION: RECESSED 5 CENTIMETERS
 DQ7778_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DQ7778_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ7778_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ7778+SATELLITE: SATELLITE OBSERVATIONS - June 10, 2020
 DQ7778_ROD/PIPE-DEPTH: 20.1 meters
 DQ7778
 DQ7778  HISTORY     - Date     Condition        Report By
 DQ7778  HISTORY     - 20170531 MONUMENTED       MNDT
 DQ7778  HISTORY     - 20180827 GOOD             MNDT
 DQ7778  HISTORY     - 20190215 GOOD             MNDT
 DQ7778  HISTORY     - 20200610 GOOD             MNDT
 DQ7778
 DQ7778                          STATION DESCRIPTION
 DQ7778
 DQ7778'DESCRIBED BY MN DEPT OF TRANSP 2017
 DQ7778'THE STATION IS LOCATED ABOUT 5.8 MI (9.3 KM) WEST-NORTHWEST OF MAYHEW,
 DQ7778'4.7 MI (7.6 KM) NORTHEAST OF SAINT STEPHEN AND IN THE TOWN OF RICE,
 DQ7778'MN.
 DQ7778'
 DQ7778'TO REACH THE MARK GO 0.05 MI (0.08 KM) NORTH ALONG TRUNK HIGHWAY 10
 DQ7778'FROM THE JUNCTION OF TRUNK HIGHWAY 10 AND COUNTY ROAD 2 IN RICE, AT
 DQ7778'TRUNK HIGHWAY 10 MILE POINT 162.85.
 DQ7778'
 DQ7778'THE MARK IS LOCATED 38.9 FT (11.9 M) EAST-NORTHEAST OF WESTBOUND TRUNK
 DQ7778'HIGHWAY 10, 175.1 FT (53.4 M) NORTH-NORTHEAST OF THE NORTHEAST CORNER
 DQ7778'OF WESTBOUND TRUNK HIGHWAY 10 BRIDGE OVER COUNTY ROAD 2, 1.5 FT (0.5
 DQ7778'M) WEST-SOUTHWEST OF A WITNESS POST.
 DQ7778'
 DQ7778'NOTE-THE STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM ROD
 DQ7778'DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION REMOVABLE DISK
 DQ7778'SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH PVC
 DQ7778'PIPE BACK FILLED WITH WASHED SAND.
 DQ7778
 DQ7778                          STATION RECOVERY (2018)
 DQ7778
 DQ7778'RECOVERY NOTE BY MN DEPT OF TRANSP 2018 (MAS)
 DQ7778'IN RICE, 0.05 MI (0.08 KM) NORTH ALONG TRUNK HIGHWAY 10 FROM THE
 DQ7778'JUNCTION OF TRUNK HIGHWAY 10 AND COUNTY ROAD 2 IN RICE, AT TRUNK
 DQ7778'HIGHWAY 10 MILE POINT 162.85, 38.9 FT (11.9 M) EAST-NORTHEAST OF
 DQ7778'WESTBOUND TRUNK HIGHWAY 10, 175.1 FT (53.4 M) NORTH-NORTHEAST OF THE
 DQ7778'NORTHEAST CORNER OF A WESTBOUND TRUNK HIGHWAY 10 BRIDGE OVER COUNTY
 DQ7778'ROAD 2, 1.5 FT (0.5 M) WEST-SOUTHWEST OF A WITNESS POST.
 DQ7778
 DQ7778                          STATION RECOVERY (2019)
 DQ7778
 DQ7778'RECOVERY NOTE BY MN DEPT OF TRANSP 2019 (DXK)
 DQ7778'RECOVERED AS DESCRIBED.
 DQ7778
 DQ7778                          STATION RECOVERY (2020)
 DQ7778
 DQ7778'RECOVERY NOTE BY MN DEPT OF TRANSP 2020 (TJD)
 DQ7778'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DQ7779 ***********************************************************************
 DQ7779  DESIGNATION -  0502 AJ
 DQ7779  PID         -  DQ7779
 DQ7779  STATE/COUNTY-  MN/BENTON
 DQ7779  COUNTRY     -  US
 DQ7779  USGS QUAD   -  RICE (2019)
 DQ7779
 DQ7779                         *CURRENT SURVEY CONTROL
 DQ7779  ______________________________________________________________________
 DQ7779* NAD 83(2011) POSITION- 45 45 49.19390(N) 094 13 50.81830(W)   ADJUSTED
 DQ7779* NAD 83(2011) ELLIP HT-   298.724 (meters)        (03/30/20)   ADJUSTED
 DQ7779* NAD 83(2011) EPOCH   -  2010.00
 DQ7779* NAVD 88 ORTHO HEIGHT -   325.565 (meters)     1068.12  (feet) ADJUSTED
 DQ7779  ______________________________________________________________________
 DQ7779  GEOID HEIGHT    -        -26.830 (meters)                     GEOID18
 DQ7779  NAD 83(2011) X  -   -328,839.275 (meters)                     COMP
 DQ7779  NAD 83(2011) Y  - -4,445,240.278 (meters)                     COMP
 DQ7779  NAD 83(2011) Z  -  4,547,175.081 (meters)                     COMP
 DQ7779  LAPLACE CORR    -         -2.29  (seconds)                    DEFLEC18
 DQ7779  DYNAMIC HEIGHT  -        325.566 (meters)     1068.13  (feet) COMP
 DQ7779  MODELED GRAVITY -    980,608.1   (mgal)                       NAVD 88
 DQ7779
 DQ7779  VERT ORDER      -  SECOND    CLASS I
 DQ7779
 DQ7779  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DQ7779  Standards:
 DQ7779         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DQ7779            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DQ7779  -------------------------------------------------------------------
 DQ7779  NETWORK    0.66   0.92           0.31   0.21   0.47      0.11443919
 DQ7779  -------------------------------------------------------------------
 DQ7779  Click here for local accuracies and other accuracy information.
 DQ7779
 DQ7779.The horizontal coordinates were established by GPS observations
 DQ7779.and adjusted by the MN DEPT OF TRANSP in March 2020.
 DQ7779
 DQ7779.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DQ7779.been affixed to the stable North American tectonic plate. See 
 DQ7779.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DQ7779
 DQ7779.The horizontal coordinates are valid at the epoch date displayed above
 DQ7779.which is a decimal equivalence of Year/Month/Day.
 DQ7779
 DQ7779.The orthometric height was determined by differential leveling and
 DQ7779.adjusted by the NATIONAL GEODETIC SURVEY
 DQ7779.in May 2018.
 DQ7779
 DQ7779.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ7779.GEOID18 height accuracy estimate available here.
 DQ7779
 DQ7779.Click photographs - Photos may exist for this station.
 DQ7779
 DQ7779.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DQ7779
 DQ7779.The Laplace correction was computed from DEFLEC18 derived deflections.
 DQ7779
 DQ7779.The ellipsoidal height was determined by GPS observations
 DQ7779.and is referenced to NAD 83.
 DQ7779
 DQ7779.The dynamic height is computed by dividing the NAVD 88
 DQ7779.geopotential number by the normal gravity value computed on the
 DQ7779.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ7779.degrees latitude (g = 980.6199 gals.).
 DQ7779
 DQ7779.The modeled gravity was interpolated from observed gravity values.
 DQ7779
 DQ7779. The following values were computed from the NAD 83(2011) position.
 DQ7779
 DQ7779;                    North         East     Units Scale Factor Converg.
 DQ7779;SPC MN C     -   184,878.960   801,494.905   MT  0.99997139   +0 00 50.0
 DQ7779;SPC MN C     -   606,557.05  2,629,571.20   sFT  0.99997139   +0 00 50.0
 DQ7779;UTM  15      - 5,068,526.147   404,292.885   MT  0.99971261   -0 52 54.8
 DQ7779
 DQ7779!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DQ7779!SPC MN C     -   0.99995317  x   0.99997139  =   0.99992456
 DQ7779!UTM  15      -   0.99995317  x   0.99971261  =   0.99966579
 DQ7779
 DQ7779_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL0429268526(NAD 83)
 DQ7779
 DQ7779                          SUPERSEDED SURVEY CONTROL
 DQ7779
 DQ7779.No superseded survey control is available for this station.
 DQ7779
 DQ7779_MARKER: I = METAL ROD
 DQ7779_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DQ7779_STAMPING: 0502 AJ 2017
 DQ7779_MARK LOGO: MNDT
 DQ7779_PROJECTION: RECESSED 5 CENTIMETERS
 DQ7779_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DQ7779_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ7779_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ7779+SATELLITE: SATELLITE OBSERVATIONS - February 13, 2019
 DQ7779_ROD/PIPE-DEPTH: 4.9 meters
 DQ7779
 DQ7779  HISTORY     - Date     Condition        Report By
 DQ7779  HISTORY     - 20170531 MONUMENTED       MNDT
 DQ7779  HISTORY     - 20180828 GOOD             MNDT
 DQ7779  HISTORY     - 20190213 GOOD             MNDT
 DQ7779
 DQ7779                          STATION DESCRIPTION
 DQ7779
 DQ7779'DESCRIBED BY MN DEPT OF TRANSP 2017
 DQ7779'THE STATION IS LOCATED ABOUT 5.5 MI (8.8 KM) SOUTH-SOUTHEAST OF
 DQ7779'ROYALTON, 4.7 MI (7.6 KM) NORTH-NORTHEAST OF SAINT STEPHEN AND 1.0 MI
 DQ7779'(1.6 KM) NORTH-NORTHWEST OF RICE.
 DQ7779'
 DQ7779'TO REACH THE MARK GO 1.05 MI (1.69 KM) NORTHWEST ALONG TRUNK HIGHWAY
 DQ7779'10 FROM THE JUNCTION OF TRUNK HIGHWAY 10 AND COUNTY ROAD 2 IN RICE, AT
 DQ7779'TRUNK HIGHWAY 10 MILE POINT 161.85.
 DQ7779'
 DQ7779'THE MARK IS LOCATED 62.9 FT (19.2 M) SOUTHWEST OF EASTBOUND TRUNK
 DQ7779'HIGHWAY 10, 1.5 FT (0.5 M) NORTHEAST OF A WITNESS POST.
 DQ7779'
 DQ7779'NOTE-THE STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM ROD
 DQ7779'DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION REMOVABLE DISK
 DQ7779'SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH PVC
 DQ7779'PIPE BACK FILLED WITH WASHED SAND.
 DQ7779
 DQ7779                          STATION RECOVERY (2018)
 DQ7779
 DQ7779'RECOVERY NOTE BY MN DEPT OF TRANSP 2018 (MAS)
 DQ7779'IN RICE, 1.05 MI (1.69 KM) NORTHWEST ALONG TRUNK HIGHWAY 10 FROM THE
 DQ7779'JUNCTION OF TRUNK HIGHWAY 10 AND COUNTY ROAD 2 IN RICE, AT TRUNK
 DQ7779'HIGHWAY 10 MILE POINT 161.85, 62.9 FT (19.2 M) SOUTHWEST OF EASTBOUND
 DQ7779'TRUNK HIGHWAY 10, 1.5 FT (0.5 M) NORTHEAST OF A WITNESS POST.
 DQ7779
 DQ7779                          STATION RECOVERY (2019)
 DQ7779
 DQ7779'RECOVERY NOTE BY MN DEPT OF TRANSP 2019 (KXJ)
 DQ7779'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DQ7781 ***********************************************************************
 DQ7781  DESIGNATION -  0502 AK
 DQ7781  PID         -  DQ7781
 DQ7781  STATE/COUNTY-  MN/BENTON
 DQ7781  COUNTRY     -  US
 DQ7781  USGS QUAD   -  ROYALTON (2019)
 DQ7781
 DQ7781                         *CURRENT SURVEY CONTROL
 DQ7781  ______________________________________________________________________
 DQ7781* NAD 83(2011) POSITION- 45 47 05.60470(N) 094 15 01.96717(W)   ADJUSTED
 DQ7781* NAD 83(2011) ELLIP HT-   300.135 (meters)        (03/30/20)   ADJUSTED
 DQ7781* NAD 83(2011) EPOCH   -  2010.00
 DQ7781* NAVD 88 ORTHO HEIGHT -   326.947 (meters)     1072.66  (feet) ADJUSTED
 DQ7781  ______________________________________________________________________
 DQ7781  GEOID HEIGHT    -        -26.807 (meters)                     GEOID18
 DQ7781  NAD 83(2011) X  -   -330,247.362 (meters)                     COMP
 DQ7781  NAD 83(2011) Y  - -4,443,441.598 (meters)                     COMP
 DQ7781  NAD 83(2011) Z  -  4,548,821.623 (meters)                     COMP
 DQ7781  LAPLACE CORR    -         -2.05  (seconds)                    DEFLEC18
 DQ7781  DYNAMIC HEIGHT  -        326.948 (meters)     1072.66  (feet) COMP
 DQ7781  MODELED GRAVITY -    980,610.4   (mgal)                       NAVD 88
 DQ7781
 DQ7781  VERT ORDER      -  SECOND    CLASS I
 DQ7781
 DQ7781  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DQ7781  Standards:
 DQ7781         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DQ7781            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DQ7781  -------------------------------------------------------------------
 DQ7781  NETWORK    0.60   0.86           0.28   0.20   0.44      0.09389490
 DQ7781  -------------------------------------------------------------------
 DQ7781  Click here for local accuracies and other accuracy information.
 DQ7781
 DQ7781.The horizontal coordinates were established by GPS observations
 DQ7781.and adjusted by the MN DEPT OF TRANSP in March 2020.
 DQ7781
 DQ7781.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DQ7781.been affixed to the stable North American tectonic plate. See 
 DQ7781.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DQ7781
 DQ7781.The horizontal coordinates are valid at the epoch date displayed above
 DQ7781.which is a decimal equivalence of Year/Month/Day.
 DQ7781
 DQ7781.The orthometric height was determined by differential leveling and
 DQ7781.adjusted by the NATIONAL GEODETIC SURVEY
 DQ7781.in May 2018.
 DQ7781
 DQ7781.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ7781.GEOID18 height accuracy estimate available here.
 DQ7781
 DQ7781.Click photographs - Photos may exist for this station.
 DQ7781
 DQ7781.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DQ7781
 DQ7781.The Laplace correction was computed from DEFLEC18 derived deflections.
 DQ7781
 DQ7781.The ellipsoidal height was determined by GPS observations
 DQ7781.and is referenced to NAD 83.
 DQ7781
 DQ7781.The dynamic height is computed by dividing the NAVD 88
 DQ7781.geopotential number by the normal gravity value computed on the
 DQ7781.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ7781.degrees latitude (g = 980.6199 gals.).
 DQ7781
 DQ7781.The modeled gravity was interpolated from observed gravity values.
 DQ7781
 DQ7781. The following values were computed from the NAD 83(2011) position.
 DQ7781
 DQ7781;                    North         East     Units Scale Factor Converg.
 DQ7781;SPC MN C     -   187,237.825   799,957.509   MT  0.99996780   -0 00 01.4
 DQ7781;SPC MN C     -   614,296.10  2,624,527.26   sFT  0.99996780   -0 00 01.4
 DQ7781;UTM  15      - 5,070,908.153   402,792.941   MT  0.99971617   -0 53 46.9
 DQ7781
 DQ7781!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DQ7781!SPC MN C     -   0.99995295  x   0.99996780  =   0.99992075
 DQ7781!UTM  15      -   0.99995295  x   0.99971617  =   0.99966913
 DQ7781
 DQ7781_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL0279270908(NAD 83)
 DQ7781
 DQ7781                          SUPERSEDED SURVEY CONTROL
 DQ7781
 DQ7781.No superseded survey control is available for this station.
 DQ7781
 DQ7781_MARKER: I = METAL ROD
 DQ7781_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DQ7781_STAMPING: 0502 AK 2017
 DQ7781_MARK LOGO: MNDT
 DQ7781_PROJECTION: RECESSED 10 CENTIMETERS
 DQ7781_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DQ7781_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ7781_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ7781+SATELLITE: SATELLITE OBSERVATIONS - February 26, 2019
 DQ7781_ROD/PIPE-DEPTH: 18.6 meters
 DQ7781
 DQ7781  HISTORY     - Date     Condition        Report By
 DQ7781  HISTORY     - 20170608 MONUMENTED       MNDT
 DQ7781  HISTORY     - 20180827 GOOD             MNDT
 DQ7781  HISTORY     - 20190226 GOOD             MNDT
 DQ7781
 DQ7781                          STATION DESCRIPTION
 DQ7781
 DQ7781'DESCRIBED BY MN DEPT OF TRANSP 2017
 DQ7781'THE MARK IS LOCATED ABOUT 2.6 MI (4.2 KM) NORTHWEST OF RICE.
 DQ7781'
 DQ7781'TO REACH THE MARK GO 2.8 MI (4.5 KM) NORTHWEST ALONG TRUNK HIGHWAY 10
 DQ7781'FROM THE JUNCTION OF TRUNK HIGHWAY 10 AND COUNTY ROAD 2 IN RICE, AT
 DQ7781'TRUNK HIGHWAY 10 MILE POINT 160.1.
 DQ7781'
 DQ7781'THE MARK IS LOCATED 58.4 FT (17.8 M) NORTHEAST OF WESTBOUND TRUNK
 DQ7781'HIGHWAY 10, 78.3 FT (23.9 M) WEST-NORTHWEST OF A POWER POLE, 1.5 FT
 DQ7781'(0.5 M) SOUTHWEST OF A WITNESS POINT.
 DQ7781'
 DQ7781'NOTE-THE STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM ROD
 DQ7781'DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION REMOVABLE DISK
 DQ7781'SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH PVC
 DQ7781'PIPE BACK FILLED WITH WASHED SAND.
 DQ7781
 DQ7781                          STATION RECOVERY (2018)
 DQ7781
 DQ7781'RECOVERY NOTE BY MN DEPT OF TRANSP 2018 (MAS)
 DQ7781'2.6 MI (4.2 KM) NORTHWEST OF RICE, 2.8 MI (4.5 KM) NORTHWEST ALONG
 DQ7781'TRUNK HIGHWAY 10 FROM THE JUNCTION OF TRUNK HIGHWAY 10 AND COUNTY ROAD
 DQ7781'2 IN RICE, AT TRUNK HIGHWAY 10 MILE POINT 160.1, 58.4 FT (17.8 M)
 DQ7781'NORTHEAST OF WESTBOUND TRUNK HIGHWAY 10, 78.3 FT (23.9 M)
 DQ7781'WEST-NORTHWEST OF A POWER POLE, 1.5 FT (0.5 M) SOUTHWEST OF A WITNESS
 DQ7781'POST.
 DQ7781
 DQ7781                          STATION RECOVERY (2019)
 DQ7781
 DQ7781'RECOVERY NOTE BY MN DEPT OF TRANSP 2019 (KXJ)
 DQ7781'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DQ7782 ***********************************************************************
 DQ7782  DESIGNATION -  0502 AL
 DQ7782  PID         -  DQ7782
 DQ7782  STATE/COUNTY-  MN/BENTON
 DQ7782  COUNTRY     -  US
 DQ7782  USGS QUAD   -  ROYALTON (2019)
 DQ7782
 DQ7782                         *CURRENT SURVEY CONTROL
 DQ7782  ______________________________________________________________________
 DQ7782* NAD 83(2011) POSITION- 45 48 09.66992(N) 094 16 03.53849(W)   ADJUSTED
 DQ7782* NAD 83(2011) ELLIP HT-   301.495 (meters)        (03/30/20)   ADJUSTED
 DQ7782* NAD 83(2011) EPOCH   -  2010.00
 DQ7782* NAVD 88 ORTHO HEIGHT -   328.288 (meters)     1077.06  (feet) ADJUSTED
 DQ7782  ______________________________________________________________________
 DQ7782  GEOID HEIGHT    -        -26.785 (meters)                     GEOID18
 DQ7782  NAD 83(2011) X  -   -331,468.295 (meters)                     COMP
 DQ7782  NAD 83(2011) Y  - -4,441,929.754 (meters)                     COMP
 DQ7782  NAD 83(2011) Z  -  4,550,201.785 (meters)                     COMP
 DQ7782  LAPLACE CORR    -         -1.94  (seconds)                    DEFLEC18
 DQ7782  DYNAMIC HEIGHT  -        328.290 (meters)     1077.06  (feet) COMP
 DQ7782  MODELED GRAVITY -    980,612.2   (mgal)                       NAVD 88
 DQ7782
 DQ7782  VERT ORDER      -  SECOND    CLASS I
 DQ7782
 DQ7782  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DQ7782  Standards:
 DQ7782         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DQ7782            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DQ7782  -------------------------------------------------------------------
 DQ7782  NETWORK    0.58   0.82           0.27   0.19   0.42      0.10398707
 DQ7782  -------------------------------------------------------------------
 DQ7782  Click here for local accuracies and other accuracy information.
 DQ7782
 DQ7782.The horizontal coordinates were established by GPS observations
 DQ7782.and adjusted by the MN DEPT OF TRANSP in March 2020.
 DQ7782
 DQ7782.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DQ7782.been affixed to the stable North American tectonic plate. See 
 DQ7782.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DQ7782
 DQ7782.The horizontal coordinates are valid at the epoch date displayed above
 DQ7782.which is a decimal equivalence of Year/Month/Day.
 DQ7782
 DQ7782.The orthometric height was determined by differential leveling and
 DQ7782.adjusted by the NATIONAL GEODETIC SURVEY
 DQ7782.in May 2018.
 DQ7782
 DQ7782.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ7782.GEOID18 height accuracy estimate available here.
 DQ7782
 DQ7782.Click photographs - Photos may exist for this station.
 DQ7782
 DQ7782.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DQ7782
 DQ7782.The Laplace correction was computed from DEFLEC18 derived deflections.
 DQ7782
 DQ7782.The ellipsoidal height was determined by GPS observations
 DQ7782.and is referenced to NAD 83.
 DQ7782
 DQ7782.The dynamic height is computed by dividing the NAVD 88
 DQ7782.geopotential number by the normal gravity value computed on the
 DQ7782.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ7782.degrees latitude (g = 980.6199 gals.).
 DQ7782
 DQ7782.The modeled gravity was interpolated from observed gravity values.
 DQ7782
 DQ7782. The following values were computed from the NAD 83(2011) position.
 DQ7782
 DQ7782;                    North         East     Units Scale Factor Converg.
 DQ7782;SPC MN C     -   189,215.877   798,628.002   MT  0.99996489   -0 00 46.0
 DQ7782;SPC MN C     -   620,785.76  2,620,165.37   sFT  0.99996489   -0 00 46.0
 DQ7782;UTM  15      - 5,072,906.257   401,494.853   MT  0.99971929   -0 54 32.1
 DQ7782
 DQ7782!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DQ7782!SPC MN C     -   0.99995274  x   0.99996489  =   0.99991763
 DQ7782!UTM  15      -   0.99995274  x   0.99971929  =   0.99967204
 DQ7782
 DQ7782_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL0149472906(NAD 83)
 DQ7782
 DQ7782                          SUPERSEDED SURVEY CONTROL
 DQ7782
 DQ7782.No superseded survey control is available for this station.
 DQ7782
 DQ7782_MARKER: I = METAL ROD
 DQ7782_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DQ7782_STAMPING: 0502 AL 2017
 DQ7782_MARK LOGO: MNDT
 DQ7782_PROJECTION: RECESSED 5 CENTIMETERS
 DQ7782_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DQ7782_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ7782_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ7782+SATELLITE: SATELLITE OBSERVATIONS - June 10, 2020
 DQ7782_ROD/PIPE-DEPTH: 14.9 meters
 DQ7782
 DQ7782  HISTORY     - Date     Condition        Report By
 DQ7782  HISTORY     - 20170608 MONUMENTED       MNDT
 DQ7782  HISTORY     - 20180828 GOOD             MNDT
 DQ7782  HISTORY     - 20190213 GOOD             MNDT
 DQ7782  HISTORY     - 20200610 GOOD             MNDT
 DQ7782
 DQ7782                          STATION DESCRIPTION
 DQ7782
 DQ7782'DESCRIBED BY MN DEPT OF TRANSP 2017
 DQ7782'THE MARK IS LOCATED ABOUT 2.3 MI (3.7 KM) SOUTHEAST OF ROYALTON.
 DQ7782'
 DQ7782'TO REACH THE MARK GO 2.3 MI (3.7 KM) SOUTHEAST ALONG TRUNK HIGHWAY 10
 DQ7782'FROM THE JUNCTION OF TRUNK HIGHWAY 10 AND COUNTY ROAD 26 IN ROYALTON,
 DQ7782'AT TRUNK HIGHWAY 10 MILE POINT 158.65.
 DQ7782'
 DQ7782'THE MARK IS LOCATED 57.3 FT (17.5 M) NORTHEAST OF WESTBOUND TRUNK
 DQ7782'HIGHWAY 10, 1.5 FT (0.5 M) SOUTHWEST OF A WITNESS POST.
 DQ7782'
 DQ7782'NOTE-THE STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM ROD
 DQ7782'DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION REMOVABLE DISK
 DQ7782'SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH PVC
 DQ7782'PIPE BACK FILLED WITH WASHED SAND.
 DQ7782
 DQ7782                          STATION RECOVERY (2018)
 DQ7782
 DQ7782'RECOVERY NOTE BY MN DEPT OF TRANSP 2018 (MAS)
 DQ7782'2.3 MI (3.7 KM) SOUTHEAST OF ROYALTON, 2.3 MI (3.7 KM) SOUTHEAST ALONG
 DQ7782'TRUNK HIGHWAY 10 FROM THE JUNCTION OF TRUNK HIGHWAY 10 AND COUNTY ROAD
 DQ7782'26 IN ROYALTON, AT TRUNK HIGHWAY 10 MILE POINT 158.65, 57.3 FT (17.5
 DQ7782'M) NORTHEAST OF WESTBOUND TRUNK HIGHWAY 10, 1.5 FT (0.5 M) SOUTHWEST
 DQ7782'OF A WITNESS POST.
 DQ7782
 DQ7782                          STATION RECOVERY (2019)
 DQ7782
 DQ7782'RECOVERY NOTE BY MN DEPT OF TRANSP 2019 (CXW)
 DQ7782'RECOVERED AS DESCRIBED.
 DQ7782
 DQ7782                          STATION RECOVERY (2020)
 DQ7782
 DQ7782'RECOVERY NOTE BY MN DEPT OF TRANSP 2020 (TJD)
 DQ7782'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 QP0226 ***********************************************************************
 QP0226  DESIGNATION -  0502 F
 QP0226  PID         -  QP0226
 QP0226  STATE/COUNTY-  MN/BENTON
 QP0226  COUNTRY     -  US
 QP0226  USGS QUAD   -  SAINT CLOUD (2019)
 QP0226
 QP0226                         *CURRENT SURVEY CONTROL
 QP0226  ______________________________________________________________________
 QP0226* NAD 83(1986) POSITION- 45 34 38.85   (N) 094 08 48.87   (W)   HD_HELD1
 QP0226* NAVD 88 ORTHO HEIGHT -   319.217 (meters)     1047.30  (feet) ADJUSTED
 QP0226  ______________________________________________________________________
 QP0226  GEOID HEIGHT    -        -27.080 (meters)                     GEOID18
 QP0226  DYNAMIC HEIGHT  -        319.211 (meters)     1047.28  (feet) COMP
 QP0226  MODELED GRAVITY -    980,587.8   (mgal)                       NAVD 88
 QP0226
 QP0226  VERT ORDER      -  SECOND    CLASS I
 QP0226
 QP0226.The horizontal coordinates were determined by differentially corrected
 QP0226.hand held GPS observations or other comparable positioning techniques
 QP0226.and have an estimated accuracy of +/- 3 meters.
 QP0226
 QP0226.The orthometric height was determined by differential leveling and
 QP0226.adjusted by the NATIONAL GEODETIC SURVEY
 QP0226.in May 2018.
 QP0226
 QP0226.Significant digits in the geoid height do not necessarily reflect accuracy.
 QP0226.GEOID18 height accuracy estimate available here.
 QP0226
 QP0226.Click photographs - Photos may exist for this station.
 QP0226
 QP0226.The dynamic height is computed by dividing the NAVD 88
 QP0226.geopotential number by the normal gravity value computed on the
 QP0226.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QP0226.degrees latitude (g = 980.6199 gals.).
 QP0226
 QP0226.The modeled gravity was interpolated from observed gravity values.
 QP0226
 QP0226;                    North         East    Units  Estimated Accuracy
 QP0226;SPC MN C     -   164,188.3     808,046.5     MT  (+/- 3 meters HH1 GPS) 
 QP0226
 QP0226_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL1051847741(NAD 83)
 QP0226
 QP0226                          SUPERSEDED SURVEY CONTROL
 QP0226
 QP0226  NAVD 88 (06/15/91)  319.224  (m)         1047.32   (f) SUPERSEDED  1 1
 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
 QP0226.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QP0226.See file dsdata.pdf to determine how the superseded data were derived.
 QP0226
 QP0226_MARKER: DB = BENCH MARK DISK
 QP0226_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 QP0226_SP_SET: BRIDGE ABUTMENT
 QP0226_STAMPING: 0502 F 1971
 QP0226_MARK LOGO: MNHD
 QP0226_MAGNETIC: N = NO MAGNETIC MATERIAL
 QP0226_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QP0226_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 QP0226+SATELLITE: SATELLITE OBSERVATIONS - August 21, 2018
 QP0226
 QP0226  HISTORY     - Date     Condition        Report By
 QP0226  HISTORY     - 1971     MONUMENTED       MNHD
 QP0226  HISTORY     - 1974     GOOD             MNDT
 QP0226  HISTORY     - 1976     GOOD             NGS
 QP0226  HISTORY     - 19940917 GOOD             USPSQD
 QP0226  HISTORY     - 19960826 GOOD             MNDT
 QP0226  HISTORY     - 20080623 GOOD             MNDT
 QP0226  HISTORY     - 20080702 GOOD             GEOCAC
 QP0226  HISTORY     - 20170510 GOOD             MNDT
 QP0226  HISTORY     - 20180821 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.
 QP0226
 QP0226                          STATION RECOVERY (2008)
 QP0226
 QP0226'RECOVERY NOTE BY MN DEPT OF TRANSP 2008 (MPP)
 QP0226'THE MARK IS LOCATED ABOUT 6.9 MI (11.1 KM) NORTH OF SAINT AUGUSTA, 5.8
 QP0226'MI (9.3 KM) NORTHWEST OF CABLE AND 1.4 MI (2.3 KM) NORTH-NORTHEAST OF
 QP0226'SAINT CLOUD.
 QP0226'
 QP0226'TO REACH TO THE MARK GO 1.0 MI (1.6 KM) NORTH FROM ST CLOUD, 0.9 MI
 QP0226'(1.4 KM) NORTH OF THE JUNCTION OF TRUNK HIGHWAY 10 AND TRUNK HIGHWAY
 QP0226'23 IN SAINT CLOUD, IN SOUTH END OF EAST ABUTMENT OF BENTON DRIVE
 QP0226'BRIDGE 05005 OVER TRUNK HIGHWAY 10, 26 FT (7.9 M) SOUTH OF BENTON
 QP0226'DRIVE, 1.0 FT (0.3 M) NORTH OF SOUTH END OF ABUTMENT.
 QP0226
 QP0226                          STATION RECOVERY (2008)
 QP0226
 QP0226'RECOVERY NOTE BY GEOCACHING 2008
 QP0226'RECOVERED IN GOOD CONDITION.
 QP0226
 QP0226                          STATION RECOVERY (2017)
 QP0226
 QP0226'RECOVERY NOTE BY MN DEPT OF TRANSP 2017 (KMS)
 QP0226'RECOVERED AS DESCRIBED.
 QP0226
 QP0226                          STATION RECOVERY (2018)
 QP0226
 QP0226'RECOVERY NOTE BY MN DEPT OF TRANSP 2018 (MAS)
 QP0226'IN ST. CLOUD, IN THE SOUTH END OF THE EAST ABUTMENT OF BENTON DRIVE
 QP0226'BRIDGE NUMBER 05005 OVER TRUNK HIGHWAY 10, 0.9 MI (1.4 KM) NORTH ALONG
 QP0226'TRUNK HIGHWAY 10 FROM THE JUNCTION OF TRUNK HIGHWAY 10 AND TRUNK
 QP0226'HIGHWAY 23 IN ST. CLOUD, AT TRUNK HIGHWAY 10 MILE POINT 177.10, 26.0
 QP0226'FT (7.9 M) SOUTH OF BENTON DRIVE, 1.0 FT (0.3 M) NORTH OF THE SOUTH
 QP0226'END OF AN ABUTMENT.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 QP0225 ***********************************************************************
 QP0225  DESIGNATION -  0502 G
 QP0225  PID         -  QP0225
 QP0225  STATE/COUNTY-  MN/BENTON
 QP0225  COUNTRY     -  US
 QP0225  USGS QUAD   -  SAINT CLOUD (2019)
 QP0225
 QP0225                         *CURRENT SURVEY CONTROL
 QP0225  ______________________________________________________________________
 QP0225* NAD 83(1986) POSITION- 45 34 53.96   (N) 094 08 45.60   (W)   HD_HELD1
 QP0225* NAVD 88 ORTHO HEIGHT -   330.725 (meters)     1085.05  (feet) ADJUSTED
 QP0225  ______________________________________________________________________
 QP0225  GEOID HEIGHT    -        -27.076 (meters)                     GEOID18
 QP0225  DYNAMIC HEIGHT  -        330.719 (meters)     1085.03  (feet) COMP
 QP0225  MODELED GRAVITY -    980,587.8   (mgal)                       NAVD 88
 QP0225
 QP0225  VERT ORDER      -  FIRST     CLASS I
 QP0225
 QP0225.The horizontal coordinates were determined by differentially corrected
 QP0225.hand held GPS observations or other comparable positioning techniques
 QP0225.and have an estimated accuracy of +/- 3 meters.
 QP0225
 QP0225.The orthometric height was determined by differential leveling and
 QP0225.adjusted by the NATIONAL GEODETIC SURVEY
 QP0225.in June 1991.
 QP0225
 QP0225.Significant digits in the geoid height do not necessarily reflect accuracy.
 QP0225.GEOID18 height accuracy estimate available here.
 QP0225
 QP0225.Click photographs - Photos may exist for this station.
 QP0225
 QP0225.The dynamic height is computed by dividing the NAVD 88
 QP0225.geopotential number by the normal gravity value computed on the
 QP0225.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QP0225.degrees latitude (g = 980.6199 gals.).
 QP0225
 QP0225.The modeled gravity was interpolated from observed gravity values.
 QP0225
 QP0225;                    North         East    Units  Estimated Accuracy
 QP0225;SPC MN C     -   164,654.9     808,116.7     MT  (+/- 3 meters HH1 GPS) 
 QP0225
 QP0225_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL1059648206(NAD 83)
 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
 QP0225.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QP0225.See file dsdata.pdf to determine how the superseded data were derived.
 QP0225
 QP0225_MARKER: DB = BENCH MARK DISK
 QP0225_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 QP0225_SP_SET: BRIDGE ABUTMENT
 QP0225_STAMPING: 0502 G 1971
 QP0225_MARK LOGO: MNHD
 QP0225_MAGNETIC: N = NO MAGNETIC MATERIAL
 QP0225_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QP0225_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 QP0225+SATELLITE: SATELLITE OBSERVATIONS - August 21, 2018
 QP0225
 QP0225  HISTORY     - Date     Condition        Report By
 QP0225  HISTORY     - 1971     MONUMENTED       MNHD
 QP0225  HISTORY     - 1974     GOOD             MNDT
 QP0225  HISTORY     - 1976     GOOD             NGS
 QP0225  HISTORY     - 19940917 GOOD             USPSQD
 QP0225  HISTORY     - 20080623 GOOD             MNDT
 QP0225  HISTORY     - 20080709 GOOD             GEOCAC
 QP0225  HISTORY     - 20170510 GOOD             MNDT
 QP0225  HISTORY     - 20180821 GOOD             MNDT
 QP0225
 QP0225                          STATION DESCRIPTION
 QP0225
 QP0225'DESCRIBED BY MN DEPT OF TRANSP 1974
 QP0225'1.5 MI N FROM ST CLOUD.
 QP0225'THE MARK IS LOCATED ABOUT 1.2 MILES NORTH ALONG T.H. 10 FROM THE T.H.
 QP0225'23 BRIDGE OVER T.H. 10 EAST OF ST. CLOUD.  IT IS SET IN THE SOUTHEAST
 QP0225'CORNER (ABUTMENT) OF BRIDGE NO. 05004 (COUNTY ROAD 46 OVER T.H. 10)
 QP0225'AND 20 FEET SOUTH OF THE CENTER OF COUNTY ROAD 46.  IT IS ABOUT 0.5
 QP0225'FEET HIGHER THAN THE ROADWAY AND CEMENTED INTO THE BRIDGE ABUTMENT.
 QP0225'NOTE-- THIS MARK IS ALSO 0.8 MILES ALONG 5TH STREET AND PRINCETON ROAD
 QP0225'(COUNTY ROAD 46) FROM THE JUNCTION OF 5TH STREET AND BENTON DRIVE (OLD
 QP0225'T.H. 10) IN SAUK RAPIDS.  NW 1/4 SECTION 25, T 36N, R 31W.
 QP0225
 QP0225                          STATION RECOVERY (1976)
 QP0225
 QP0225'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 QP0225'1.2 MILES NORTH ALONG U.S. HIGHWAY 10 FROM THE STATE HIGHWAY 23
 QP0225'OVERPASS, AT THE COUNTY ROAD 46 OVERPASS NUMBER 05004, 20 FT. SOUTH
 QP0225'OF THE CENTER LINE OF THE ROAD, IN THE TOP OF THE SOUTH END OF THE
 QP0225'EAST CONCRETE ABUTMENT, 1.4 FT. NORTH OF THE SOUTH END OF THE ABUTMENT
 QP0225
 QP0225                          STATION RECOVERY (1994)
 QP0225
 QP0225'RECOVERY NOTE BY US POWER SQUADRON 1994
 QP0225'RECOVERED IN GOOD CONDITION.
 QP0225
 QP0225                          STATION RECOVERY (2008)
 QP0225
 QP0225'RECOVERY NOTE BY MN DEPT OF TRANSP 2008 (MPP)
 QP0225'THE MARK IS LOCATED ABOUT 7.2 MI (11.6 KM) NORTH OF SAINT AUGUSTA, 6.1
 QP0225'MI (9.8 KM) NORTHWEST OF CABLE AND 1.7 MI (2.7 KM) NORTH-NORTHEAST OF
 QP0225'SAINT CLOUD.
 QP0225'
 QP0225'TO REACH TO THE MARK GO 1.2 MI (1.9 KM) NORTH OF THE JUNCTION OF TRUNK
 QP0225'HIGHWAY 10 AND TRUNK HIGHWAY 23 IN SAINT CLOUD, IN SOUTH END OF EAST
 QP0225'ABUTMENT OF COUNTY ROAD 46 BRIDGE 05004 OVER TRUNK HIGHWAY 10, 20 FT
 QP0225'(6.1 M) SOUTH OF COUNTY ROAD 46, 1.4 FT (0.4 M) NORTH OF SOUTH END OF
 QP0225'ABUTMENT.
 QP0225
 QP0225                          STATION RECOVERY (2008)
 QP0225
 QP0225'RECOVERY NOTE BY GEOCACHING 2008
 QP0225'RECOVERED IN GOOD CONDITION.
 QP0225
 QP0225                          STATION RECOVERY (2017)
 QP0225
 QP0225'RECOVERY NOTE BY MN DEPT OF TRANSP 2017 (KMS)
 QP0225'IN ST. CLOUD, 1.2 MI (1.9 KM) NORTH ALONG TRUNK HIGHWAY 10 FROM THE
 QP0225'JUNCTION OF TRUNK HIGHWAY 10 AND TRUNK HIGHWAY 23 IN ST. CLOUD, AT
 QP0225'TRUNK HIGHWAY 10 MILE POINT 176.8, IN THE SOUTH END OF THE EAST
 QP0225'ABUTMENT OF COUNTY ROAD 46 (10TH STREET NORTHEAST) BRIDGE NUMBER 05004
 QP0225'OVER TRUNK HIGHWAY 10, 20.0 FT (6.1 M) SOUTH OF COUNTY ROAD 46 (910TH
 QP0225'STREET NORTHEAST), 1.4 FT (0.4 M) NORTH OF THE SOUTH END OF AN
 QP0225'ABUTMENT.
 QP0225
 QP0225                          STATION RECOVERY (2018)
 QP0225
 QP0225'RECOVERY NOTE BY MN DEPT OF TRANSP 2018 (MAS)
 QP0225'IN ST. CLOUD, IN THE SOUTH END OF THE EAST ABUTMENT OF COUNTY ROAD 46
 QP0225'(10TH STREET NORTHEAST) BRIDGE NUMBER 05004 OVER TRUNK HIGHWAY 10, 1.2
 QP0225'MI (1.9 KM) NORTH ALONG TRUNK HIGHWAY 10 FROM THE JUNCTION OF TRUNK
 QP0225'HIGHWAY 10 AND TRUNK HIGHWAY 23 IN ST. CLOUD, AT TRUNK HIGHWAY 10 MILE
 QP0225'POINT 176.8, 20.0 FT (6.1 M) SOUTH OF COUNTY ROAD 46 (910TH STREET
 QP0225'NORTHEAST), 1.4 FT (0.4 M) NORTH OF THE SOUTH END OF AN ABUTMENT.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 QP0224 ***********************************************************************
 QP0224  DESIGNATION -  0502 H
 QP0224  PID         -  QP0224
 QP0224  STATE/COUNTY-  MN/BENTON
 QP0224  COUNTRY     -  US
 QP0224  USGS QUAD   -  SAINT CLOUD (2019)
 QP0224
 QP0224                         *CURRENT SURVEY CONTROL
 QP0224  ______________________________________________________________________
 QP0224* NAD 83(1986) POSITION- 45 35 20.01   (N) 094 08 44.12   (W)   HD_HELD1
 QP0224* NAVD 88 ORTHO HEIGHT -   333.186 (meters)     1093.13  (feet) ADJUSTED
 QP0224  ______________________________________________________________________
 QP0224  GEOID HEIGHT    -        -27.068 (meters)                     GEOID18
 QP0224  DYNAMIC HEIGHT  -        333.180 (meters)     1093.11  (feet) COMP
 QP0224  MODELED GRAVITY -    980,588.4   (mgal)                       NAVD 88
 QP0224
 QP0224  VERT ORDER      -  SECOND    CLASS I
 QP0224
 QP0224.The horizontal coordinates were determined by differentially corrected
 QP0224.hand held GPS observations or other comparable positioning techniques
 QP0224.and have an estimated accuracy of +/- 3 meters.
 QP0224
 QP0224.The orthometric height was determined by differential leveling and
 QP0224.adjusted by the NATIONAL GEODETIC SURVEY
 QP0224.in May 2018.
 QP0224
 QP0224.Significant digits in the geoid height do not necessarily reflect accuracy.
 QP0224.GEOID18 height accuracy estimate available here.
 QP0224
 QP0224.Click photographs - Photos may exist for this station.
 QP0224
 QP0224.The dynamic height is computed by dividing the NAVD 88
 QP0224.geopotential number by the normal gravity value computed on the
 QP0224.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QP0224.degrees latitude (g = 980.6199 gals.).
 QP0224
 QP0224.The modeled gravity was interpolated from observed gravity values.
 QP0224
 QP0224;                    North         East    Units  Estimated Accuracy
 QP0224;SPC MN C     -   165,459.2     808,147.8     MT  (+/- 3 meters HH1 GPS) 
 QP0224
 QP0224_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL1063949010(NAD 83)
 QP0224
 QP0224                          SUPERSEDED SURVEY CONTROL
 QP0224
 QP0224  NAVD 88 (06/15/91)  333.191  (m)         1093.14   (f) SUPERSEDED  1 1
 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
 QP0224.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QP0224.See file dsdata.pdf to determine how the superseded data were derived.
 QP0224
 QP0224_MARKER: DB = BENCH MARK DISK
 QP0224_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 QP0224_STAMPING: 0502 H 1971
 QP0224_MARK LOGO: MNHD
 QP0224_PROJECTION: PROJECTING 10 CENTIMETERS
 QP0224_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 QP0224_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QP0224_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 QP0224+SATELLITE: SATELLITE OBSERVATIONS - August 22, 2018
 QP0224
 QP0224  HISTORY     - Date     Condition        Report By
 QP0224  HISTORY     - 1971     MONUMENTED       MNHD
 QP0224  HISTORY     - 1974     GOOD             MNDT
 QP0224  HISTORY     - 1976     GOOD             NGS
 QP0224  HISTORY     - 19940918 MARK NOT FOUND   USPSQD
 QP0224  HISTORY     - 20001019 GOOD             MNDT
 QP0224  HISTORY     - 20080623 GOOD             MNDT
 QP0224  HISTORY     - 20170510 GOOD             MNDT
 QP0224  HISTORY     - 20180822 GOOD             MNDT
 QP0224
 QP0224                          STATION DESCRIPTION
 QP0224
 QP0224'DESCRIBED BY MN DEPT OF TRANSP 1974
 QP0224'1 MI E FROM SAUK RAPIDS.
 QP0224'THE MARK IS LOCATED 1.7 MILES NORTH ALONG T.H. 10 FROM THE T.H. 23
 QP0224'BRIDGE OVER T.H. 10 EAST OF ST. CLOUD, ALSO 0.5 MILES SOUTH OF THE
 QP0224'COUNTY ROAD 3 BRIDGE OVER T.H. 10 EAST OF SAUK RAPIDS.  IT IS 260 FEET
 QP0224'NORTH OF A DEAD END ROAD EAST (COUNTY ROAD 45) 127 FEET
 QP0224'NORTH-NORTHEAST OF THE EAST LEG OF A HIGHWAY INFORMATION SIGN (GOLDEN
 QP0224'SPIKE ROAD), 93 FEET EAST OF THE CENTERLINE OF T.H. 10, NORTHBOUND,
 QP0224'6.0 FEET WEST OF THE EAST RIGHT OF WAY FENCE, AND 10.8 FEET
 QP0224'NORTH-NORTHEAST OF A 2 INCH NORWAY PINE.  IT IS 0.8 FEET WEST OF A
 QP0224'STEEL WITNESS POST, ABOUT LEVEL WITH T.H. 10, AND PROJECTS 4 INCHES
 QP0224'ABOVE THE GROUND.  THE CONCRETE POST IN MAGNETIC.  SW 1/4 SECTION 24,
 QP0224'T 36N, R 31W.
 QP0224
 QP0224                          STATION RECOVERY (1976)
 QP0224
 QP0224'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 QP0224'1.7 MILES NORTH ALONG U.S. HIGHWAY 10 FROM THE STATE HIGHWAY 23
 QP0224'OVERPASS, 260 FEET NORH OF THE EXTENDED CENTER LINE OF THE WEST
 QP0224'END OF COUNTY ROAD 45 LEADING EAST, 127.5 FEET NORTH-NORTHEAST OF THE
 QP0224'EAST LEG OF A GOLDEN SPIKE ROAD NEXT RIGHT SIGN, 93 FT. EAST OF THE
 QP0224'CENTER LINE OF THE EAST HIGHWAY LANES, 6.0 FEET WEST OF THE EAST
 QP0224'RIGHT OF WAY FENCE, 10.8 FEET NORTH-NORTHEAST OF A SMALL NORWAY
 QP0224'PINE TREE.
 QP0224
 QP0224                          STATION RECOVERY (1994)
 QP0224
 QP0224'RECOVERY NOTE BY US POWER SQUADRON 1994
 QP0224'MARK NOT FOUND.
 QP0224
 QP0224                          STATION RECOVERY (2000)
 QP0224
 QP0224'RECOVERY NOTE BY MN DEPT OF TRANSP 2000 (WAS)
 QP0224'THE MARK WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.
 QP0224
 QP0224                          STATION RECOVERY (2008)
 QP0224
 QP0224'RECOVERY NOTE BY MN DEPT OF TRANSP 2008 (MPP)
 QP0224'THE MARK IS LOCATED ABOUT 7.6 MI (12.2 KM) NORTH OF SAINT AUGUSTA, 6.4
 QP0224'MI (10.3 KM) NORTH-NORTHWEST OF CABLE AND 2.0 MI (3.2 KM)
 QP0224'NORTH-NORTHEAST OF SAINT CLOUD.
 QP0224'
 QP0224'TO REACH TO THE MARK START 1.0 MI (1.6 KM) EAST FROM SAUK RAPIDS, 1.7
 QP0224'MI (2.7 KM) NORTH OF THE JUNCTION OF TRUNK HIGHWAY 10 AND TRUNK
 QP0224'HIGHWAY 23 IN ST CLOUD, AT TRUNK HIGHWAY 10 MILE POINT 176.30, 260 FT
 QP0224'(79.2 M) NORTH OF EXTENDED COUNTY ROAD 45 EAST, 93 FT (28.3 M) EAST OF
 QP0224'NORTHBOUND TRUNK HIGHWAY 10, 157.5 FT (48.0 M) NORTH-NORTHEAST OF EAST
 QP0224'LEG OF GOLDEN SPIKE ROAD NEXT RIGHT SIGN, 6 FT (1.8 M) WEST OF EAST
 QP0224'RIGHT OF WAY FENCE, 10.8 FT (3.3 M) NORTH-NORTHEAST OF SMALL PINE
 QP0224'TREE, 1.0 FT (0.3 M) WEST OF A WITNESS POST.
 QP0224
 QP0224                          STATION RECOVERY (2017)
 QP0224
 QP0224'RECOVERY NOTE BY MN DEPT OF TRANSP 2017 (KMS)
 QP0224'RECOVERED AS DESCRIBED.
 QP0224
 QP0224                          STATION RECOVERY (2018)
 QP0224
 QP0224'RECOVERY NOTE BY MN DEPT OF TRANSP 2018 (MAS)
 QP0224'IN SAUK RAPIDS, 1.65 MI (2.65 KM) NORTH ALONG TRUNK HIGHWAY 10 FROM
 QP0224'THE JUNCTION OF TRUNK HIGHWAY 10 AND TRUNK HIGHWAY 23 IN ST. CLOUD, AT
 QP0224'TRUNK HIGHWAY 10 MILE POINT 176.30, 93.0 FT (28.3 M) EAST OF WESTBOUND
 QP0224'TRUNK HIGHWAY 10, 6.0 FT (1.8 M) WEST OF AN EAST RIGHT-OF-WAY FENCE,
 QP0224'1.0 FT (0.3 M) WEST OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 QP0223 ***********************************************************************
 QP0223  DESIGNATION -  0502 I
 QP0223  PID         -  QP0223
 QP0223  STATE/COUNTY-  MN/BENTON
 QP0223  COUNTRY     -  US
 QP0223  USGS QUAD   -  SAINT CLOUD (2019)
 QP0223
 QP0223                         *CURRENT SURVEY CONTROL
 QP0223  ______________________________________________________________________
 QP0223* NAD 83(1986) POSITION- 45 35 54.32   (N) 094 08 53.51   (W)   HD_HELD1
 QP0223* NAVD 88 ORTHO HEIGHT -   335.618 (meters)     1101.11  (feet) ADJUSTED
 QP0223  ______________________________________________________________________
 QP0223  GEOID HEIGHT    -        -27.053 (meters)                     GEOID18
 QP0223  DYNAMIC HEIGHT  -        335.612 (meters)     1101.09  (feet) COMP
 QP0223  MODELED GRAVITY -    980,589.2   (mgal)                       NAVD 88
 QP0223
 QP0223  VERT ORDER      -  SECOND    CLASS I
 QP0223
 QP0223.The horizontal coordinates were determined by differentially corrected
 QP0223.hand held GPS observations or other comparable positioning techniques
 QP0223.and have an estimated accuracy of +/- 3 meters.
 QP0223
 QP0223.The orthometric height was determined by differential leveling and
 QP0223.adjusted by the NATIONAL GEODETIC SURVEY
 QP0223.in May 2018.
 QP0223
 QP0223.Significant digits in the geoid height do not necessarily reflect accuracy.
 QP0223.GEOID18 height accuracy estimate available here.
 QP0223
 QP0223.Click photographs - Photos may exist for this station.
 QP0223
 QP0223.The dynamic height is computed by dividing the NAVD 88
 QP0223.geopotential number by the normal gravity value computed on the
 QP0223.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QP0223.degrees latitude (g = 980.6199 gals.).
 QP0223
 QP0223.The modeled gravity was interpolated from observed gravity values.
 QP0223
 QP0223;                    North         East    Units  Estimated Accuracy
 QP0223;SPC MN C     -   166,518.2     807,942.9     MT  (+/- 3 meters HH1 GPS) 
 QP0223
 QP0223_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL1045150072(NAD 83)
 QP0223
 QP0223                          SUPERSEDED SURVEY CONTROL
 QP0223
 QP0223  NAVD 88 (06/15/91)  335.625  (m)         1101.13   (f) SUPERSEDED  1 1
 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
 QP0223.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QP0223.See file dsdata.pdf to determine how the superseded data were derived.
 QP0223
 QP0223_MARKER: DB = BENCH MARK DISK
 QP0223_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 QP0223_SP_SET: BRIDGE ABUTMENT
 QP0223_STAMPING: 0502 I 1971
 QP0223_MARK LOGO: MNHD
 QP0223_MAGNETIC: N = NO MAGNETIC MATERIAL
 QP0223_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QP0223_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 QP0223+SATELLITE: SATELLITE OBSERVATIONS - August 22, 2018
 QP0223
 QP0223  HISTORY     - Date     Condition        Report By
 QP0223  HISTORY     - 19710401 MONUMENTED       MNHD
 QP0223  HISTORY     - 1974     GOOD             MNDT
 QP0223  HISTORY     - 1976     GOOD             NGS
 QP0223  HISTORY     - 19940917 GOOD             USPSQD
 QP0223  HISTORY     - 20001019 GOOD             MNDT
 QP0223  HISTORY     - 20080623 GOOD             MNDT
 QP0223  HISTORY     - 20121008 GOOD             MNDT
 QP0223  HISTORY     - 20170510 GOOD             MNDT
 QP0223  HISTORY     - 20180822 GOOD             MNDT
 QP0223
 QP0223                          STATION DESCRIPTION
 QP0223
 QP0223'DESCRIBED BY MN DEPT OF TRANSP 1974
 QP0223'1.2 MI NE FROM SAUK RAPIDS.
 QP0223'THE MARK IS LOCATED 1.2 MILES NORTHEAST ALONG COUNTY ROAD 3 FROM THE
 QP0223'INTERSECTION OF COUNTY ROAD 3 AND BROADWAY AVENUE (OLD T.H. 10) IN
 QP0223'SAUK RAPIDS.  IT IS ALSO 2.4 MILES NORTH ALONG T.H. 10 FROM THE T.H.
 QP0223'23 BRIDGE OVER T.H. 10 EAST OF ST. CLOUD.  IT IS SET IN THE SOUTHEAST
 QP0223'CORNER (ABUTMENT) OF BRIDGE NO. 05006 (COUNTY ROAD 3 OVER T.H. 10),
 QP0223'AND 23 FEET SOUTH OF THE CENTERLINE OF COUNTY ROAD 3.  IT IS ABOUT 0.5
 QP0223'FEET HIGHER THAN THE ROADWAY AND CEMENTED INTO THE BRIDGE ABUTMENT. SW
 QP0223'1/4 SECTION 24, T 36N, R 31W.
 QP0223
 QP0223                          STATION RECOVERY (1976)
 QP0223
 QP0223'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 QP0223'2.4 MILES NORTH ALONG U.S. HIGHWAY 10 FROM THE STATE HIGHWAY 23
 QP0223'OVERPASS, AT THE COUNTY ROAD 3 (GOLDEN SPIKE ROAD) OVERPASS NUMBER
 QP0223'05006, 23 FT. SOUTH OF THE CENTER LINE OF THE ROAD, IN THE TOP OF
 QP0223'THE SOUTH END OF THE EAST CONCRETE ABUTMENT, 1.1 FT. NORTH OF THE
 QP0223'SOUTH END OF THE ABUTMENT.
 QP0223
 QP0223                          STATION RECOVERY (1994)
 QP0223
 QP0223'RECOVERY NOTE BY US POWER SQUADRON 1994
 QP0223'RECOVERED IN GOOD CONDITION.
 QP0223
 QP0223                          STATION RECOVERY (2000)
 QP0223
 QP0223'RECOVERY NOTE BY MN DEPT OF TRANSP 2000 (WAS)
 QP0223'THE MARK WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.  THE MARK IS AT
 QP0223'TH 10 MP 175.50.
 QP0223
 QP0223                          STATION RECOVERY (2008)
 QP0223
 QP0223'RECOVERY NOTE BY MN DEPT OF TRANSP 2008 (MPP)
 QP0223'THE MARK IS LOCATED ABOUT 8.1 MI (13.0 KM) SOUTH-SOUTHWEST OF MAYHEW,
 QP0223'6.9 MI (11.1 KM) NORTH-NORTHWEST OF CABLE AND 2.7 MI (4.3 KM)
 QP0223'NORTH-NORTHEAST OF SAINT CLOUD.
 QP0223'
 QP0223'TO REACH TO THE MARK START 1.2 MI (1.9 KM) NORTHEAST FROM SAUK RAPIDS,
 QP0223'2.4 MI (3.9 KM) NORTH ALONG TRUNK HIGHWAY 10 FROM THE JUNCTION OF
 QP0223'TRUNK HIGHWAY 10 AND TRUNK HIGHWAY 23 IN SAINT CLOUD, AT TRUNK HIGHWAY
 QP0223'10 MILE POINT 175.50, IN SOUTH END OF EAST ABUTMENT OF COUNTY ROAD 3
 QP0223'(GOLDEN SPIKE ROAD) BRIDGE 05006 OVER TRUNK HIGHWAY 10, 23 FT (7.0 M)
 QP0223'SOUTH OF COUNTY ROAD 3, 1.1 FT (0.3 M) NORTH OF SOUTH END OF ABUTMENT.
 QP0223
 QP0223                          STATION RECOVERY (2012)
 QP0223
 QP0223'RECOVERY NOTE BY MN DEPT OF TRANSP 2012 (ETK)
 QP0223'1.2 MILES NORTHEAST OF SAUK RAPIDS, 2.4 MILES NORTH ALONG TRUNK
 QP0223'HIGHWAY 10 FROM JUNCTION OF TRUNK HIGHWAY 10 AND TRUNK HIGHWAY 23 IN
 QP0223'SAINT CLOUD, AT TRUNK HIGHWAY 10 MILEPOINT 175.50, IN SOUTH END OF
 QP0223'EAST ABUTMENT OF COUNTY ROAD 3 (GOLDEN SPIKE ROAD) BRIDGE NUMBER 05006
 QP0223'OVER TRUNK HIGHWAY 10, 23 FEET SOUTH OF COUNTY ROAD 3, 1.1 FEET NORTH
 QP0223'OF SOUTH END OF ABUTMENT.
 QP0223
 QP0223                          STATION RECOVERY (2017)
 QP0223
 QP0223'RECOVERY NOTE BY MN DEPT OF TRANSP 2017 (KMS)
 QP0223'RECOVERED AS DESCRIBED.
 QP0223
 QP0223                          STATION RECOVERY (2018)
 QP0223
 QP0223'RECOVERY NOTE BY MN DEPT OF TRANSP 2018 (MAS)
 QP0223'IN SAUK RAPIDS, IN THE SOUTH END OF THE EAST ABUTMENT OF COUNTY ROAD 3
 QP0223'(GOLDEN SPIKE ROAD) BRIDGE NUMBER 05006 OVER TRUNK HIGHWAY 10, 2.4 MI
 QP0223'(3.9 KM) NORTH ALONG TRUNK HIGHWAY 10 FROM THE JUNCTION OF TRUNK
 QP0223'HIGHWAY 10 AND TRUNK HIGHWAY 23 IN ST. CLOUD, AT TRUNK HIGHWAY 10 MILE
 QP0223'POINT 175.50, 23.0 FT (7.0 M) SOUTH OF COUNTY ROAD 3, 1.1 FT (0.3 M)
 QP0223'NORTH OF THE SOUTH END OF AN ABUTMENT.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 QP0222 ***********************************************************************
 QP0222  DESIGNATION -  0502 J
 QP0222  PID         -  QP0222
 QP0222  STATE/COUNTY-  MN/BENTON
 QP0222  COUNTRY     -  US
 QP0222  USGS QUAD   -  SAINT CLOUD (2019)
 QP0222
 QP0222                         *CURRENT SURVEY CONTROL
 QP0222  ______________________________________________________________________
 QP0222* NAD 83(2011) POSITION- 45 36 15.92291(N) 094 09 20.93008(W)   ADJUSTED
 QP0222* NAD 83(2011) ELLIP HT-   311.323 (meters)        (06/27/12)   ADJUSTED
 QP0222* NAD 83(2011) EPOCH   -  2010.00
 QP0222* NAVD 88 ORTHO HEIGHT -   338.353 (meters)     1110.08  (feet) ADJUSTED
 QP0222  ______________________________________________________________________
 QP0222  GEOID HEIGHT    -        -27.036 (meters)                     GEOID18
 QP0222  NAD 83(2011) X  -   -323,940.997 (meters)                     COMP
 QP0222  NAD 83(2011) Y  - -4,458,306.407 (meters)                     COMP
 QP0222  NAD 83(2011) Z  -  4,534,818.750 (meters)                     COMP
 QP0222  LAPLACE CORR    -         -3.64  (seconds)                    DEFLEC18
 QP0222  DYNAMIC HEIGHT  -        338.347 (meters)     1110.06  (feet) COMP
 QP0222  MODELED GRAVITY -    980,589.7   (mgal)                       NAVD 88
 QP0222
 QP0222  VERT ORDER      -  SECOND    CLASS I
 QP0222
 QP0222  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 QP0222  Standards:
 QP0222         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 QP0222            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 QP0222  -------------------------------------------------------------------
 QP0222  NETWORK    0.42   0.37           0.19   0.15   0.19     -0.00274803
 QP0222  -------------------------------------------------------------------
 QP0222  Click here for local accuracies and other accuracy information.
 QP0222
 QP0222.The horizontal coordinates were established by GPS observations
 QP0222.and adjusted by the National Geodetic Survey in June 2012.
 QP0222
 QP0222.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 QP0222.been affixed to the stable North American tectonic plate. See 
 QP0222.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 QP0222
 QP0222.The horizontal coordinates are valid at the epoch date displayed above
 QP0222.which is a decimal equivalence of Year/Month/Day.
 QP0222
 QP0222.The orthometric height was determined by differential leveling and
 QP0222.adjusted by the NATIONAL GEODETIC SURVEY
 QP0222.in May 2018.
 QP0222
 QP0222.Significant digits in the geoid height do not necessarily reflect accuracy.
 QP0222.GEOID18 height accuracy estimate available here.
 QP0222
 QP0222.Click photographs - Photos may exist for this station.
 QP0222
 QP0222.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 QP0222
 QP0222.The Laplace correction was computed from DEFLEC18 derived deflections.
 QP0222
 QP0222.The ellipsoidal height was determined by GPS observations
 QP0222.and is referenced to NAD 83.
 QP0222
 QP0222.The dynamic height is computed by dividing the NAVD 88
 QP0222.geopotential number by the normal gravity value computed on the
 QP0222.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QP0222.degrees latitude (g = 980.6199 gals.).
 QP0222
 QP0222.The modeled gravity was interpolated from observed gravity values.
 QP0222
 QP0222. The following values were computed from the NAD 83(2011) position.
 QP0222
 QP0222;                    North         East     Units Scale Factor Converg.
 QP0222;SPC MN C     -   167,184.420   807,347.800   MT  1.00000268   +0 04 05.3
 QP0222;SPC MN C     -   548,504.22  2,648,773.57   sFT  1.00000268   +0 04 05.3
 QP0222;UTM  15      - 5,050,747.336   409,867.147   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  =   0.99965109
 QP0222
 QP0222_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL0986750747(NAD 83)
 QP0222
 QP0222                          SUPERSEDED SURVEY CONTROL
 QP0222
 QP0222  NAD 83(2007)-  45 36 15.92312(N)    094 09 20.93075(W) AD(2002.00) 0
 QP0222  ELLIP H (02/10/07)  311.351  (m)                       GP(2002.00)    
 QP0222  NAD 83(1996)-  45 36 15.92279(N)    094 09 20.93074(W) AD(       ) 1
 QP0222  ELLIP H (07/29/03)  311.385  (m)                       GP(       ) 4 1
 QP0222  NAVD 88             338.36   (m)         1110.1    (f) LEVELING    3  
 QP0222  NAVD 88 (06/15/91)  338.357  (m)         1110.09   (f) SUPERSEDED  1 1
 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
 QP0222.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QP0222.See file dsdata.pdf to determine how the superseded data were derived.
 QP0222
 QP0222_MARKER: DB = BENCH MARK DISK
 QP0222_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 QP0222_STAMPING: 0502 J 1971
 QP0222_MARK LOGO: MNHD
 QP0222_PROJECTION: PROJECTING 13 CENTIMETERS
 QP0222_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 QP0222_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QP0222_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QP0222+SATELLITE: SATELLITE OBSERVATIONS - August 22, 2018
 QP0222
 QP0222  HISTORY     - Date     Condition        Report By
 QP0222  HISTORY     - 1971     MONUMENTED       MNHD
 QP0222  HISTORY     - 1974     GOOD             MNDT
 QP0222  HISTORY     - 1976     GOOD             NGS
 QP0222  HISTORY     - 20001019 GOOD             MNDT
 QP0222  HISTORY     - 20050725 GOOD             MNDT
 QP0222  HISTORY     - 20080422 GOOD             MNDT
 QP0222  HISTORY     - 20080623 GOOD             MNDT
 QP0222  HISTORY     - 20170413 GOOD             MNDT
 QP0222  HISTORY     - 20180822 GOOD             MNDT
 QP0222
 QP0222                          STATION DESCRIPTION
 QP0222
 QP0222'DESCRIBED BY MN DEPT OF TRANSP 1974
 QP0222'1.3 MI NE FROM SAUK RAPIDS.
 QP0222'THE MARK IS LOCATED 0.6 MILES NORTH ALONG T.H. 10 FROM THE COUNTY ROAD
 QP0222'3 BRIDGE OVER T.H. 10 EAST OF SAUK RAPIDS, ALSO 1.5 MILES SOUTH ALONG
 QP0222'T.H. 10 FROM THE JUNCTION OF T.H. 10 AND T.H. 152 WHICH IS 2 MILES
 QP0222'NORTH OF SAUK RAPIDS, AND ABOUT 0.15 MILES NORTHWEST OF AN OLD GRANITE
 QP0222'QUARRY.  IT IS 93 FEET SOUTHWEST OF THE CENTERLINE OF T.H. 10
 QP0222'SOUTHBOUND, 228 FEET NORTH OF THE WEST LEG OF A HIGHWAY INFORMATION
 QP0222'SIGN (3 SAUK RAPIDS) AND 6.0 FEET NORTHEAST OF THE SOUTHWEST RIGHT OF
 QP0222'WAY FENCE.  IT IS 0.5 FEET SOUTH OF A STEEL WITNESS POST, ABOUT 3 FEET
 QP0222'HIGHER THAN T.H. 10, AND PROJECTING 6 INCHES.  THE REINFORCED CONCRETE
 QP0222'POST IS MAGNETIC.  SE 1/4 SECTION 14, T 36N, R 31W.
 QP0222
 QP0222                          STATION RECOVERY (1976)
 QP0222
 QP0222'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 QP0222'1.4 MILES EAST ALONG COUNTY ROAD 29 FROM THE JUNCTION OF COUNTY
 QP0222'ROAD 33, THENCE 1.1 MILE SOUTHEAST ALONG U.S. HIGHWAY 10, 2.9 MILES
 QP0222'NORTH OF ST. CLOUD, 93 FT. SOUTHWEST OF THE CENTER LINE OF THE
 QP0222'SOUTHWEST LANES OF THE HIGHWAY, 88.5 FT. EAST-SOUTHEAST OF THE
 QP0222'NORTHEAST CORNER OF A STEARNS MANFACTURING COMPANY WAREHOUSE, 228.3
 QP0222'FT. NORTHWEST OF THE SOUTHWEST STEEL LEG OF A 3 SAUK RAPIDS SIGN,
 QP0222'6.0 FT. NORTHEAST OF A FENCE.
 QP0222
 QP0222                          STATION RECOVERY (2000)
 QP0222
 QP0222'RECOVERY NOTE BY MN DEPT OF TRANSP 2000 (DKH)
 QP0222'THE MARK WAS RECOVERED IN GOOD CONDITION.
 QP0222
 QP0222                          STATION RECOVERY (2005)
 QP0222
 QP0222'RECOVERY NOTE BY MN DEPT OF TRANSP 2005 (JBG)
 QP0222'2.5 MILES SOUTHEAST OF SARTELL, 1.1 MILES SOUTHEAST OF JUNCTION OF
 QP0222'TRUNK HIGHWAY 10 AND COUNTY ROAD 29, AT TRUNK HIGHWAY 10 MILE POINT
 QP0222'174.9.
 QP0222'
 QP0222'93 FEET SOUTHWEST OF SOUTH-BOUND TRUNK HIGHWAY 10, 88.5 FEET
 QP0222'EAST-SOUTHEAST OF NORTHEAST CORNER OF WAREHOUSE, 228.3 FEET NORTHWEST
 QP0222'OF SOUTHWEST LEG OF 3 SAUK RAPIDS SIGN, 6 FEET NORTHEAST OF FENCE, 1.0
 QP0222'FEET SOUTH OF WITNESS POST
 QP0222
 QP0222                          STATION RECOVERY (2008)
 QP0222
 QP0222'RECOVERY NOTE BY MN DEPT OF TRANSP 2008 (MPP)
 QP0222'THE STATION IS LOCATED ABOUT 7.8 MI (12.6 KM) SOUTH-SOUTHWEST OF
 QP0222'MAYHEW, 7.5 MI (12.1 KM) NORTH-NORTHWEST OF CABLE AND 3.0 MI (4.8 KM)
 QP0222'NORTH OF SAINT CLOUD.
 QP0222'
 QP0222'TO REACH TO THE MARK 2.5 MI (4.0 KM) SOUTHEAST OF SARTELL, 1.1 MI (1.8
 QP0222'KM) SOUTHEAST OF THE JUNCTION OF TRUNK HIGHWAY 10 AND COUNTY ROAD 29,
 QP0222'AT TRUNK HIGHWAY 10 MILE POINT 174.9, 93 FT (28.3 M) SOUTHWEST OF
 QP0222'SOUTH-BOUND TRUNK HIGHWAY 10, 88.5 FT (27.0 M) EAST-SOUTHEAST OF THE
 QP0222'NORTHEAST CORNER OF WAREHOUSE, 228.3 FT (69.6 M) NORTHWEST OF
 QP0222'SOUTHWEST LEG OF 3 SAUK RAPIDS SIGN, 6 FT (1.8 M) NORTHEAST OF A
 QP0222'FENCE, 1.0 FT (0.3 M) SOUTH OF A WITNESS POST.
 QP0222
 QP0222                          STATION RECOVERY (2008)
 QP0222
 QP0222'RECOVERY NOTE BY MN DEPT OF TRANSP 2008 (MPP)
 QP0222'THE MARK IS LOCATED ABOUT 7.8 MI (12.6 KM) SOUTH-SOUTHWEST OF MAYHEW,
 QP0222'7.5 MI (12.1 KM) NORTH-NORTHWEST OF CABLE AND 3.0 MI (4.8 KM) NORTH OF
 QP0222'SAINT CLOUD.
 QP0222'
 QP0222'TO REACH TO THE MARK GO 2.5 MI (4.0 KM) SOUTHEAST OF SARTELL, 1.1 MI
 QP0222'(1.8 KM) SOUTHEAST OF THE JUNCTION OF TRUNK HIGHWAY 10 AND COUNTY ROAD
 QP0222'29, AT TRUNK HIGHWAY 10 MILE POINT 174.9, 93 FT (28.3 M) SOUTHWEST OF
 QP0222'SOUTH-BOUND TRUNK HIGHWAY 10, 88.5 FT (27.0 M) EAST-SOUTHEAST OF THE
 QP0222'NORTHEAST CORNER OF WAREHOUSE, 228.3 FT (69.6 M) NORTHWEST OF
 QP0222'SOUTHWEST LEG OF 3 SAUK RAPIDS SIGN, 6 FT (1.8 M) NORTHEAST OF A
 QP0222'FENCE, 1.0 FT (0.3 M) SOUTH OF A WITNESS POST.
 QP0222
 QP0222                          STATION RECOVERY (2017)
 QP0222
 QP0222'RECOVERY NOTE BY MN DEPT OF TRANSP 2017 (KMS)
 QP0222'RECOVERED AS DESCRIBED.
 QP0222
 QP0222                          STATION RECOVERY (2018)
 QP0222
 QP0222'RECOVERY NOTE BY MN DEPT OF TRANSP 2018 (MAS)
 QP0222'2.5 MI (4.0 KM) SOUTHEAST OF SARTELL, 1.1 MI (1.8 KM) SOUTHEAST ALONG
 QP0222'TRUNK HIGHWAY 10 FROM THE JUNCTION OF TRUNK HIGHWAY 10 AND COUNTY ROAD
 QP0222'29 IN SARTELL, AT TRUNK HIGHWAY 10 MILE POINT 174.9, 93.0 FT (28.3 M)
 QP0222'SOUTHWEST OF EASTBOUND TRUNK HIGHWAY 10, 228.3 FT (69.6 M) NORTHWEST
 QP0222'OF THE SOUTHWEST LEG OF THE SAUK RAPIDS SIGN, 88.5 FT (27.0 M)
 QP0222'EAST-SOUTHEAST OF THE NORTHEAST CORNER OF A WAREHOUSE, 6.0 FT (1.8 M)
 QP0222'NORTHEAST OF A FENCE, 1.0 FT (0.3 M) SOUTH OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 QP0221 ***********************************************************************
 QP0221  DESIGNATION -  0502 K
 QP0221  PID         -  QP0221
 QP0221  STATE/COUNTY-  MN/BENTON
 QP0221  COUNTRY     -  US
 QP0221  USGS QUAD   -  SAINT CLOUD (2019)
 QP0221
 QP0221                         *CURRENT SURVEY CONTROL
 QP0221  ______________________________________________________________________
 QP0221* NAD 83(1996) POSITION- 45 36 40.34035(N) 094 09 43.93701(W)   ADJUSTED
 QP0221* NAVD 88 ORTHO HEIGHT -   341.118 (meters)     1119.15  (feet) ADJUSTED
 QP0221  ______________________________________________________________________
 QP0221  GEOID HEIGHT    -        -27.020 (meters)                     GEOID18
 QP0221  LAPLACE CORR    -         -3.52  (seconds)                    DEFLEC18
 QP0221  DYNAMIC HEIGHT  -        341.113 (meters)     1119.13  (feet) COMP
 QP0221  MODELED GRAVITY -    980,590.4   (mgal)                       NAVD 88
 QP0221
 QP0221  HORZ ORDER      -  SECOND
 QP0221  VERT ORDER      -  SECOND    CLASS I
 QP0221
 QP0221.The horizontal coordinates were established by classical geodetic methods
 QP0221.and adjusted by the National Geodetic Survey in March 1999.
 QP0221
 QP0221.The orthometric height was determined by differential leveling and
 QP0221.adjusted by the NATIONAL GEODETIC SURVEY
 QP0221.in August 2004.
 QP0221
 QP0221.Significant digits in the geoid height do not necessarily reflect accuracy.
 QP0221.GEOID18 height accuracy estimate available here.
 QP0221
 QP0221.Click photographs - Photos may exist for this station.
 QP0221
 QP0221.The Laplace correction was computed from DEFLEC18 derived deflections.
 QP0221
 QP0221.The dynamic height is computed by dividing the NAVD 88
 QP0221.geopotential number by the normal gravity value computed on the
 QP0221.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QP0221.degrees latitude (g = 980.6199 gals.).
 QP0221
 QP0221.The modeled gravity was interpolated from observed gravity values.
 QP0221
 QP0221. The following values were computed from the NAD 83(1996) position.
 QP0221
 QP0221;                    North         East     Units Scale Factor Converg.
 QP0221;SPC MN C     -   167,937.693   806,848.394   MT  1.00000119   +0 03 48.6
 QP0221;SPC MN C     -   550,975.58  2,647,135.11   sFT  1.00000119   +0 03 48.6
 QP0221;UTM  15      - 5,051,508.081   409,379.702   MT  0.99970096   -0 49 50.1
 QP0221
 QP0221!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QP0221!SPC MN C     -   0.99995076  x   1.00000119  =   0.99995195
 QP0221!UTM  15      -   0.99995076  x   0.99970096  =   0.99965173
 QP0221
 QP0221_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL0937951508(NAD 83)
 QP0221
 QP0221                          SUPERSEDED SURVEY CONTROL
 QP0221
 QP0221  NAD 83(1986)-  45 36 40.33738(N)    094 09 43.93310(W) AD(       ) 2
 QP0221  NAD 27      -  45 36 40.46346(N)    094 09 42.96253(W) AD(       ) 2
 QP0221  NAVD 88 (06/15/91)  341.124  (m)         1119.17   (f) SUPERSEDED  1 1
 QP0221  NGVD 29 (??/??/92)  341.007  (m)         1118.79   (f) ADJ UNCH    1 1
 QP0221  NGVD 29             341.01   (m)         1118.8    (f) LEVELING    3  
 QP0221
 QP0221.Superseded values are not recommended for survey control.
 QP0221
 QP0221.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QP0221.See file dsdata.pdf to determine how the superseded data were derived.
 QP0221
 QP0221_MARKER: DB = BENCH MARK DISK
 QP0221_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 QP0221_STAMPING: 0502 K 1971
 QP0221_MARK LOGO: MNHD
 QP0221_PROJECTION: FLUSH
 QP0221_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 QP0221_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QP0221_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 QP0221+SATELLITE: SATELLITE OBSERVATIONS - August 22, 2018
 QP0221
 QP0221  HISTORY     - Date     Condition        Report By
 QP0221  HISTORY     - 1971     MONUMENTED       MNHD
 QP0221  HISTORY     - 1974     GOOD             MNDT
 QP0221  HISTORY     - 1976     GOOD             NGS
 QP0221  HISTORY     - 20001019 GOOD             MNDT
 QP0221  HISTORY     - 20050725 GOOD             MNDT
 QP0221  HISTORY     - 20080623 GOOD             MNDT
 QP0221  HISTORY     - 20170413 GOOD             MNDT
 QP0221  HISTORY     - 20180822 GOOD             MNDT
 QP0221
 QP0221                          STATION DESCRIPTION
 QP0221
 QP0221'DESCRIBED BY MN HIGHWAY DEPT 1971 (DKH)
 QP0221'THE STATION IS LOCATED ABOUT 1-1/2 MILES NORTH OF THE TOWN OF SAUK
 QP0221'RAPIDS, IN THE NE 1/4 OF SECTION 14, T36N, R31W, ON THE NORTHEAST
 QP0221'RIGHT-OF-WAY OF TRUNK HIGHWAY 10.
 QP0221'
 QP0221'TO REACH THE STATION FROM THE JUNCTION OF TRUNK HIGHWAY 15 AND TRUNK
 QP0221'HIGHWAY 10, ABOUT 1-1/2 MILES NORTH OF SAUK RAPIDS, GO SOUTHEAST ON
 QP0221'TRUNK HIGHWAY 10 FOR 0.9 MILE TO THE MARK ON THE LEFT.
 QP0221'
 QP0221'THE STATION MARK, A STANDARD MNDT BENCH MARK DISK
 QP0221'STAMPED---0502K 1971---, IS SET IN THE TOP OF A 5 INCH ROUND PRECAST
 QP0221'CONCRETE POST THAT PROJECTS 0.2 FOOT ABOVE THE SURFACE OF THE GROUND.
 QP0221'THE MARK IS 91.0 FEET NORTHEAST OF THE CENTERLINE OF THE NORTHBOUND
 QP0221'LANE OF TRUNK HIGHWAY 10, 8.3 FEET WEST OF THE RIGHT-OF-WAY FENCE, 87
 QP0221'FEET NORTH OF THE NORTH BRACE POST IN THE FENCE, AND 0.8 FOOT
 QP0221'SOUTHWEST OF A STEEL WITNESS POST.  NO UNDERGROUND MARK WAS SET FOR
 QP0221'THIS STATION.
 QP0221'
 QP0221'THIS STATION WAS USED AS AN AZIMUTH MARK FOR STATION SARTELL MNDT.
 QP0221
 QP0221                          STATION RECOVERY (1974)
 QP0221
 QP0221'RECOVERY NOTE BY MN DEPT OF TRANSP 1974
 QP0221'1.5 MI N FROM SAUK RAPIDS.
 QP0221'THE MARK IS LOCATED 1.2 MILES NORTHWEST ALONG T.H. 10 FROM THE COUNTY
 QP0221'ROAD 3 BRIDGE OVER T.H. 10 EAST OF SAUK RAPIDS, ALSO 0.9 MILES
 QP0221'SOUTHEAST OF THE JUNCTION OF T.H. 10 AND T.H. 152 WHICH IS ABOUT 2
 QP0221'MILES NORTH OF SAUK RAPIDS.  IT IS 91.0 FEET NORTHEAST OF THE
 QP0221'CENTERLINE OF T.H. 10 NORTHBOUND, 8.3 FEET WEST OF THE EAST RIGHT OF
 QP0221'WAY FENCE, AND 87 FEET NORTH OF THE NORTH POST OF TWO BRACE POSTS IN
 QP0221'THE RIGHT OF WAY FENCE.  IT IS 0.8 FEET SOUTHWEST OF A STEEL WITNESS
 QP0221'POST, 4 FEET HIGHER THAN T.H. 10, AND PROJECTS 2 INCHES ABOVE THE
 QP0221'GROUND.  THE REINFORCED CONCRETE POST IS MAGNETIC.  NE 1/4 SECTION 14,
 QP0221'T 36N, R 31W.
 QP0221
 QP0221                          STATION RECOVERY (1976)
 QP0221
 QP0221'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 QP0221'1.4 MILE EAST ALONG COUNTY ROAD 29 FROM THE JUNCTION OF COUNTY
 QP0221'ROAD 33, THENCE 0.5 MILE SOUTHEAST ALONG U.S. HIGHWAY 10, 91 FT.
 QP0221'NORTHEAST OF THE CENTER LINE OF THE NORTHEAST HIGHWAY LANES, 87 FT.
 QP0221'NORTH OF THE NORTH POST OF TWO BRACE POST IN THE RIGHT OF WAY FENCE
 QP0221'8.3 FT. WEST OF THE EAST RIGHT OF WAY FENCE.
 QP0221
 QP0221                          STATION RECOVERY (2000)
 QP0221
 QP0221'RECOVERY NOTE BY MN DEPT OF TRANSP 2000 (WAS)
 QP0221'THE MARK WAS RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.
 QP0221'THE MARK IS 1.5 MI (2.4 KM) NORTH OF SAUK RAPIDS, 3.80 MI (6.12 KM)
 QP0221'NORTH ALONG TH 10 FROM THE JCT TH 10 AND TH 23 (1 MI EAST OF ST.
 QP0221'CLOUD,) AT TH 10 MP 174.2, 91.0 FT (27.7 M) NE OF NB TH 10, 49.2 FT
 QP0221'(15.0 M) EAST OF THE EAST LEG OF CO RD 29 SIGNPOST, 8.3 FT (2.5 M)
 QP0221'WEST OF R/W FENCE, 87 FT (26.5 M) NORTH OF NORTH BRACE POST IN FENCE,
 QP0221'0.8 FT (24.4 CM) SW OF WIT POST, MAGNETIC, NOT SUITABLE FOR GPS DUE TO
 QP0221'TREES.
 QP0221
 QP0221                          STATION RECOVERY (2005)
 QP0221
 QP0221'RECOVERY NOTE BY MN DEPT OF TRANSP 2005 (JBG)
 QP0221'1.5 MILES NORTH OF SAUK RAPIDS, 3.80 MILES NORTH ALONG TRUNK HIGHWAY
 QP0221'10 FROM THE JUNCTION TRUNK HIGHWAY 10 AND TRUNK HIGHWAY 23,  AT TRUNK
 QP0221'HIGHWAY 10 MILEPOINT 174.2
 QP0221'
 QP0221'91.0 FEET NORTHEAST OF NORTHBOUND TRUNK HIGHWAY 10, 8.3 FEET WEST OF
 QP0221'RIGHT OF WAY FENCE, 87 FEET NORTH OF NORTH BRACE POST IN FENCE, 0.8
 QP0221'FEET SOUTHWEST OF WITNESS POST
 QP0221
 QP0221                          STATION RECOVERY (2008)
 QP0221
 QP0221'RECOVERY NOTE BY MN DEPT OF TRANSP 2008 (MPP)
 QP0221'THE MARK IS LOCATED ABOUT 8.1 MI (13.0 KM) NORTH-NORTHWEST OF CABLE,
 QP0221'7.5 MI (12.1 KM) SOUTH-SOUTHWEST OF MAYHEW AND 3.5 MI (5.6 KM) NORTH
 QP0221'OF SAINT CLOUD.
 QP0221'
 QP0221'TO REACH TO THE MARK GO 1.5 MI (2.4 KM) NORTH OF SAUK RAPIDS, 3.80 MI
 QP0221'(6.1 KM) NORTH ALONG TRUNK HIGHWAY 10 FROM THE JUNCTION TRUNK HIGHWAY
 QP0221'10 AND TRUNK HIGHWAY 23, AT TRUNK HIGHWAY 10 MILE POINT 174.15, 91.0
 QP0221'FT (27.7 M) NORTHEAST OF NORTHBOUND TRUNK HIGHWAY 10, 8.3 FT (2.5 M)
 QP0221'WEST OF RIGHT OF WAY FENCE, 87 FT (26.5 M) NORTH OF NORTH BRACE POST
 QP0221'IN FENCE, 0.8 FT (0.2 M) SOUTHWEST OF A WITNESS POST.
 QP0221
 QP0221                          STATION RECOVERY (2017)
 QP0221
 QP0221'RECOVERY NOTE BY MN DEPT OF TRANSP 2017 (KMS)
 QP0221'RECOVERED AS DESCRIBED.
 QP0221
 QP0221                          STATION RECOVERY (2018)
 QP0221
 QP0221'RECOVERY NOTE BY MN DEPT OF TRANSP 2018 (MAS)
 QP0221'1.5 MI (2.4 KM) NORTH OF SAUK RAPIDS, 3.4 MI (5.5 KM) NORTH ALONG
 QP0221'TRUNK HIGHWAY 10 FROM THE JUNCTION TRUNK HIGHWAY 10 AND TRUNK HIGHWAY
 QP0221'23 IN SAUK RAPIDS, AT TRUNK HIGHWAY 10 MILE POINT 174.20, 91.0 FT
 QP0221'(27.7 M) NORTHEAST OF WESTBOUND TRUNK HIGHWAY 10, 87.0 FT (26.5 M)
 QP0221'NORTHWEST OF A NORTH BRACE POST IN A FENCE, 8.3 FT (2.5 M) SOUTHWEST
 QP0221'OF A RIGHT-OF-WAY FENCE, 0.8 FT (24 CM) SOUTHWEST OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 QP0220 ***********************************************************************
 QP0220  DESIGNATION -  0502 L
 QP0220  PID         -  QP0220
 QP0220  STATE/COUNTY-  MN/BENTON
 QP0220  COUNTRY     -  US
 QP0220  USGS QUAD   -  SAINT CLOUD (2019)
 QP0220
 QP0220                         *CURRENT SURVEY CONTROL
 QP0220  ______________________________________________________________________
 QP0220* NAD 83(2011) POSITION- 45 36 59.77590(N) 094 10 06.09364(W)   ADJUSTED
 QP0220* NAD 83(2011) ELLIP HT-   305.688 (meters)        (06/27/12)   ADJUSTED
 QP0220* NAD 83(2011) EPOCH   -  2010.00
 QP0220* NAVD 88 ORTHO HEIGHT -   332.696 (meters)     1091.52  (feet) ADJUSTED
 QP0220  ______________________________________________________________________
 QP0220  GEOID HEIGHT    -        -27.005 (meters)                     GEOID18
 QP0220  NAD 83(2011) X  -   -324,846.562 (meters)                     COMP
 QP0220  NAD 83(2011) Y  - -4,457,266.464 (meters)                     COMP
 QP0220  NAD 83(2011) Z  -  4,535,761.855 (meters)                     COMP
 QP0220  LAPLACE CORR    -         -3.40  (seconds)                    DEFLEC18
 QP0220  DYNAMIC HEIGHT  -        332.691 (meters)     1091.50  (feet) COMP
 QP0220  MODELED GRAVITY -    980,591.0   (mgal)                       NAVD 88
 QP0220
 QP0220  VERT ORDER      -  SECOND    CLASS I
 QP0220
 QP0220  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 QP0220  Standards:
 QP0220         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 QP0220            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 QP0220  -------------------------------------------------------------------
 QP0220  NETWORK    0.52   0.39           0.23   0.19   0.20     -0.05233236
 QP0220  -------------------------------------------------------------------
 QP0220  Click here for local accuracies and other accuracy information.
 QP0220
 QP0220.The horizontal coordinates were established by GPS observations
 QP0220.and adjusted by the National Geodetic Survey in June 2012.
 QP0220
 QP0220.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 QP0220.been affixed to the stable North American tectonic plate. See 
 QP0220.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 QP0220
 QP0220.The horizontal coordinates are valid at the epoch date displayed above
 QP0220.which is a decimal equivalence of Year/Month/Day.
 QP0220
 QP0220.The orthometric height was determined by differential leveling and
 QP0220.adjusted by the NATIONAL GEODETIC SURVEY
 QP0220.in May 2018.
 QP0220
 QP0220.Significant digits in the geoid height do not necessarily reflect accuracy.
 QP0220.GEOID18 height accuracy estimate available here.
 QP0220
 QP0220.Click photographs - Photos may exist for this station.
 QP0220
 QP0220.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 QP0220
 QP0220.The Laplace correction was computed from DEFLEC18 derived deflections.
 QP0220
 QP0220.The ellipsoidal height was determined by GPS observations
 QP0220.and is referenced to NAD 83.
 QP0220
 QP0220.The dynamic height is computed by dividing the NAVD 88
 QP0220.geopotential number by the normal gravity value computed on the
 QP0220.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QP0220.degrees latitude (g = 980.6199 gals.).
 QP0220
 QP0220.The modeled gravity was interpolated from observed gravity values.
 QP0220
 QP0220. The following values were computed from the NAD 83(2011) position.
 QP0220
 QP0220;                    North         East     Units Scale Factor Converg.
 QP0220;SPC MN C     -   168,537.219   806,367.690   MT  1.00000001   +0 03 32.6
 QP0220;SPC MN C     -   552,942.53  2,645,558.00   sFT  1.00000001   +0 03 32.6
 QP0220;UTM  15      - 5,052,114.853   408,908.553   MT  0.99970201   -0 50 06.2
 QP0220
 QP0220!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QP0220!SPC MN C     -   0.99995208  x   1.00000001  =   0.99995209
 QP0220!UTM  15      -   0.99995208  x   0.99970201  =   0.99965410
 QP0220
 QP0220:                Primary Azimuth Mark                     Grid Az
 QP0220:SPC MN C     -  SARTELL                                  298 01 45.9
 QP0220:UTM  15      -  SARTELL                                  298 55 24.7
 QP0220
 QP0220_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL0890852114(NAD 83)
 QP0220
 QP0220|---------------------------------------------------------------------|
 QP0220| PID    Reference Object                     Distance      Geod. Az  |
 QP0220|                                                           dddmmss.s |
 QP0220| QP1081 SARTELL                             444.776 METERS 2980518.5 |
 QP0220| QP0219 0502 N                              APPROX. 0.7 KM 3272736.6 |
 QP0220| AJ8561 0502 Y                              APPROX. 1.2 KM 3343810.7 |
 QP0220|---------------------------------------------------------------------|
 QP0220
 QP0220                          SUPERSEDED SURVEY CONTROL
 QP0220
 QP0220  NAD 83(2007)-  45 36 59.77606(N)    094 10 06.09407(W) AD(2002.00) 0
 QP0220  ELLIP H (02/10/07)  305.718  (m)                       GP(2002.00)    
 QP0220  NAD 83(1996)-  45 36 59.77572(N)    094 10 06.09402(W) AD(       ) 1
 QP0220  ELLIP H (07/29/03)  305.751  (m)                       GP(       ) 4 1
 QP0220  NAVD 88 (05/07/07)  332.694  (m)         1091.51   (f) SUPERSEDED  2 1
 QP0220  NAVD 88 (08/10/04)  332.688  (m)         1091.49   (f) SUPERSEDED  2 1
 QP0220  NAVD 88             332.70   (m)         1091.5    (f) LEVELING    3  
 QP0220  NAVD 88 (06/15/91)  332.686  (m)         1091.49   (f) SUPERSEDED  1 1
 QP0220  NGVD 29 (??/??/92)  332.570  (m)         1091.11   (f) ADJ UNCH    1 1
 QP0220
 QP0220.Superseded values are not recommended for survey control.
 QP0220
 QP0220.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QP0220.See file dsdata.pdf to determine how the superseded data were derived.
 QP0220
 QP0220_MARKER: DB = BENCH MARK DISK
 QP0220_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 QP0220_STAMPING: 0502 L 1971
 QP0220_MARK LOGO: MNHD
 QP0220_PROJECTION: PROJECTING 8 CENTIMETERS
 QP0220_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 QP0220_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QP0220_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QP0220+SATELLITE: SATELLITE OBSERVATIONS - August 22, 2018
 QP0220
 QP0220  HISTORY     - Date     Condition        Report By
 QP0220  HISTORY     - 1971     MONUMENTED       MNHD
 QP0220  HISTORY     - 1974     GOOD             MNDT
 QP0220  HISTORY     - 1976     GOOD             NGS
 QP0220  HISTORY     - 20001024 GOOD             MNDT
 QP0220  HISTORY     - 20050725 GOOD             MNDT
 QP0220  HISTORY     - 20080623 GOOD             MNDT
 QP0220  HISTORY     - 20170413 GOOD             MNDT
 QP0220  HISTORY     - 20180822 GOOD             MNDT
 QP0220
 QP0220                          STATION DESCRIPTION
 QP0220
 QP0220'DESCRIBED BY MN DEPT OF TRANSP 1974
 QP0220'1.7 MI N FROM SAUK RAPIDS.
 QP0220'THE MARK IS LOCATED 1.7 MILES NORTHWEST ALONG T.H. 10 FROM THE COUNTY
 QP0220'ROAD 3 BRIDGE OVER T.H. 10, ALSO 0.4 MILES SOUTHEAST ALONG T.H. 10
 QP0220'FROM THE JUNCTION OF T.H. 10 AND T.H. 152 WHICH IS 2 MILES NORTH OF
 QP0220'SAUK RAPIDS.  IT IS 250 FEET SOUTH OF THE CENTER OF COUNTY ROAD 29, 83
 QP0220'FEET NORTHEAST OF THE CENTERLINE OF T.H. 10 NORTHBOUND, 16.5 FEET
 QP0220'SOUTHWEST OF THE NORTHEAST RIGHT OF WAY FENCE, AND 41.8 FEET SOUTH OF
 QP0220'THE CORNER POST IN THE RIGHT OF WAY FENCE.  IT IS 0.4 FEET SOUTHWEST
 QP0220'OF A STEEL WITNESS POST, 2 FEET HIGHER THAN T.H. 10, AND IS FLUSH WITH
 QP0220'THE GROUND.  THE REINFORCED CONCRETE POST IS MAGNETIC.  NW 1/4 SECTION
 QP0220'14, T 36N, R 31W.
 QP0220
 QP0220                          STATION RECOVERY (1976)
 QP0220
 QP0220'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 QP0220'1.4 MILES EAST ALONG COUNTY ROAD 29 FROM THE JUNCTION OF COUNTY
 QP0220'ROAD 33, 0.3 MILE SOUTHEAST ALONG U.S. HIGHWAY 10 FROM THE STATE
 QP0220'HIGHWAY 152 OVERPASS, AT THE JUNCTION OF U.S. HIGHWAY 10, 83 FT.
 QP0220'NORTHEAST OF THE CENTER LINE OF THE NORTHEAST HIGHWAY LANES, 219 FT.
 QP0220'SOUTH OF THE CENTER LINE OF THE ROAD, 42.5 FEET SOUTH-SOUTHEAST OF A
 QP0220'FENCE CORNER, 16.5 FT. SOUTHWEST OF A FENCE.
 QP0220
 QP0220                          STATION RECOVERY (2000)
 QP0220
 QP0220'RECOVERY NOTE BY MN DEPT OF TRANSP 2000 (DKH)
 QP0220'THE MARK WAS RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.
 QP0220'THE MARK IS LOCATED 1.4 MI (2.3 KM) EAST OF JCT OF CO RD 29 AND CO RD
 QP0220'33 AT SARTELL, AT JCT OF TH 10 AND CO RD 29, 83 FT (25.3 M) NE OF NB
 QP0220'TH 10, 189 FT (57.6 M) NW OF CO RD 29, 129.5 FT (39.5 M) WNW OF LIGHT
 QP0220'POLE NUMBER 05C37, 2.3 FT (0.7 M) SW OF WIT POST, PROJECTS 3 INCHES,
 QP0220'MAGNETIC, AND SUITABLE FOR GPS.
 QP0220
 QP0220                          STATION RECOVERY (2005)
 QP0220
 QP0220'RECOVERY NOTE BY MN DEPT OF TRANSP 2005 (JBG)
 QP0220'1.4 MILES EAST OF JUNCTION OF COUNTY ROAD 29 AND COUNTY ROAD 33 AT
 QP0220'SARTELL, AT JUNCTION OF TRUNK HIGHWAY 10 AND COUNTY ROAD 29, AT TRUNK
 QP0220'HIGHWAY MILEPOINT 173.8,
 QP0220'
 QP0220'83 FEET NORTHEAST OF NORTHBOUND TRUNK HIGHWAY 10, 219 FEET NORTH OF
 QP0220'COUNTY ROAD 29, 16.5 FEET SOUTHWEST OF FENCE, 1.0 FEET SOUTHWEST OF
 QP0220'WITNESS POST
 QP0220
 QP0220                          STATION RECOVERY (2008)
 QP0220
 QP0220'RECOVERY NOTE BY MN DEPT OF TRANSP 2008 (MPP)
 QP0220'THE MARK IS LOCATED ABOUT 7.9 MI (12.7 KM) SOUTHEAST OF SAINT STEPHEN,
 QP0220'7.3 MI (11.7 KM) SOUTH-SOUTHWEST OF MAYHEW AND 3.8 MI (6.1 KM) NORTH
 QP0220'OF SAINT CLOUD.
 QP0220'
 QP0220'TO REACH TO THE MARK GO 1.4 MI (2.3 KM) EAST OF THE JUNCTION OF COUNTY
 QP0220'ROAD 29 AND COUNTY ROAD 33 AT SARTELL, AT THE JUNCTION OF TRUNK
 QP0220'HIGHWAY 10 AND COUNTY ROAD 29, AT TRUNK HIGHWAY MILE POINT 173.8, 83
 QP0220'FT (25.3 M) NORTHEAST OF NORTHBOUND TRUNK HIGHWAY 10, 219 FT (66.8 M)
 QP0220'NORTH OF COUNTY ROAD 29, 16.5 FT (5.0 M) SOUTHWEST OF A FENCE, 1.0 FT
 QP0220'(0.3 M) SOUTHWEST OF A WITNESS POST.
 QP0220
 QP0220                          STATION RECOVERY (2017)
 QP0220
 QP0220'RECOVERY NOTE BY MN DEPT OF TRANSP 2017 (KMS)
 QP0220'RECOVERED AS DESCRIBED.
 QP0220
 QP0220                          STATION RECOVERY (2018)
 QP0220
 QP0220'RECOVERY NOTE BY MN DEPT OF TRANSP 2018 (MAS)
 QP0220'IN SAUK RAPIDS, 0.3 MI (0.5 KM) EAST ALONG COUNTY ROAD 29 FROM THE
 QP0220'JUNCTION OF COUNTY ROAD 29 AND TRUNK HIGHWAY 15 IN SAUK RAPIDS, THEN
 QP0220'0.05 MI (0.08 KM) NORTH ON TRUNK HIGHWAY 10, AT TRUNK HIGHWAY 10 MILE
 QP0220'POINT 173.8, 83.0 FT (25.3 M) NORTHEAST OF WESTBOUND TRUNK HIGHWAY 10,
 QP0220'219.0 FT (66.8 M) NORTHWEST OF COUNTY ROAD 29, 1.0 FT (0.3 M)
 QP0220'SOUTHWEST OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 QP0218 ***********************************************************************
 QP0218  DESIGNATION -  0502 M
 QP0218  PID         -  QP0218
 QP0218  STATE/COUNTY-  MN/BENTON
 QP0218  COUNTRY     -  US
 QP0218  USGS QUAD   -  SAINT CLOUD (2019)
 QP0218
 QP0218                         *CURRENT SURVEY CONTROL
 QP0218  ______________________________________________________________________
 QP0218* NAD 83(1986) POSITION- 45 37 09.34   (N) 094 10 23.63   (W)   HD_HELD1
 QP0218* NAVD 88 ORTHO HEIGHT -   334.700 (meters)     1098.09  (feet) ADJUSTED
 QP0218  ______________________________________________________________________
 QP0218  GEOID HEIGHT    -        -26.996 (meters)                     GEOID18
 QP0218  DYNAMIC HEIGHT  -        334.695 (meters)     1098.08  (feet) COMP
 QP0218  MODELED GRAVITY -    980,591.2   (mgal)                       NAVD 88
 QP0218
 QP0218  VERT ORDER      -  SECOND    CLASS I
 QP0218
 QP0218.The horizontal coordinates were determined by differentially corrected
 QP0218.hand held GPS observations or other comparable positioning techniques
 QP0218.and have an estimated accuracy of +/- 3 meters.
 QP0218
 QP0218.The orthometric height was determined by differential leveling and
 QP0218.adjusted by the NATIONAL GEODETIC SURVEY
 QP0218.in August 2004.
 QP0218
 QP0218.Significant digits in the geoid height do not necessarily reflect accuracy.
 QP0218.GEOID18 height accuracy estimate available here.
 QP0218
 QP0218.Click photographs - Photos may exist for this station.
 QP0218
 QP0218.The dynamic height is computed by dividing the NAVD 88
 QP0218.geopotential number by the normal gravity value computed on the
 QP0218.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QP0218.degrees latitude (g = 980.6199 gals.).
 QP0218
 QP0218.The modeled gravity was interpolated from observed gravity values.
 QP0218
 QP0218;                    North         East    Units  Estimated Accuracy
 QP0218;SPC MN C     -   168,832.1     805,987.5     MT  (+/- 3 meters HH1 GPS) 
 QP0218
 QP0218_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL0853352415(NAD 83)
 QP0218
 QP0218                          SUPERSEDED SURVEY CONTROL
 QP0218
 QP0218  NAD 27      -  45 37 06.68230(N)    094 10 23.22943(W) AD(       ) 3
 QP0218  NAVD 88 (06/15/91)  334.707  (m)         1098.12   (f) SUPERSEDED  1 1
 QP0218  NGVD 29 (??/??/92)  334.591  (m)         1097.74   (f) ADJ UNCH    1 1
 QP0218
 QP0218.Superseded values are not recommended for survey control.
 QP0218
 QP0218.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QP0218.See file dsdata.pdf to determine how the superseded data were derived.
 QP0218
 QP0218_MARKER: DB = BENCH MARK DISK
 QP0218_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 QP0218_SP_SET: BRIDGE ABUTMENT
 QP0218_STAMPING: 0502 M 1971
 QP0218_MARK LOGO: MNHD
 QP0218_MAGNETIC: N = NO MAGNETIC MATERIAL
 QP0218_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QP0218_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 QP0218+SATELLITE: SATELLITE OBSERVATIONS - August 22, 2018
 QP0218
 QP0218  HISTORY     - Date     Condition        Report By
 QP0218  HISTORY     - 1971     MONUMENTED       MNHD
 QP0218  HISTORY     - 1974     GOOD             MNDT
 QP0218  HISTORY     - 1976     GOOD             NGS
 QP0218  HISTORY     - 19940917 GOOD             USPSQD
 QP0218  HISTORY     - 20001019 GOOD             MNDT
 QP0218  HISTORY     - 20050428 GOOD             MNDT
 QP0218  HISTORY     - 20080623 GOOD             MNDT
 QP0218  HISTORY     - 20170412 GOOD             MNDT
 QP0218  HISTORY     - 20180822 GOOD             MNDT
 QP0218
 QP0218                          STATION DESCRIPTION
 QP0218
 QP0218'DESCRIBED BY MN DEPT OF TRANSP 1974
 QP0218'2 MI N FROM SAUK RAPIDS.
 QP0218'THE MARK IS LOCATED 2.1 MILES NORTHWEST ALONG T.H. 10 FROM THE COUNTY
 QP0218'ROAD 3 BRIDGE OVER T.H. 10 EAST OF SAUK RAPIDS, AT THE JUNCTION OF
 QP0218'T.H. 152 AND T.H. 10.  IT IS SET IN THE SOUTHEAST CORNER (ABUTMENT) OF
 QP0218'BRIDGE NO. 05003 (T.H. 152 NORTHBOUND OVER T.H. 10 SOUTHBOUND), AND
 QP0218'25.8 FEET EAST OF THE CENTERLINE OF T.H. 152 NORTHBOUND.  IT IS ABOUT
 QP0218'0.5 FEET ABOVE THE ROADWAY AND CEMENTED INTO THE BRIDGE ABUTMENT. SW
 QP0218'1/4 SECTION 11, T 36N, R 31W.
 QP0218
 QP0218                          STATION RECOVERY (1976)
 QP0218
 QP0218'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 QP0218'1.15 MILES EAST ALONG COUNTY ROAD 29 FROM THE JUNCTION OF COUNTY
 QP0218'ROAD 33, THENCE 0.15 MILE NORTHEAST ALONG STATE HIGHWAY 152, AT THE
 QP0218'STATE HIGHWAY 152 BRIDGE NUMBER 05003 OVER THE SOUTH BOUND LANES OF
 QP0218'U.S. HIGHWAY 10, 25.8 FT. EAST OF THE CENTER LINE OF THE HIGHWAY,
 QP0218'IN THE TOP OF THE EAST END OF THE SOUTH CONCRETE ABUTMENT, 1.4 FT.
 QP0218'WEST OF THE EAST END OF THE ABUTMENT.
 QP0218
 QP0218                          STATION RECOVERY (1994)
 QP0218
 QP0218'RECOVERY NOTE BY US POWER SQUADRON 1994
 QP0218'RECOVERED IN GOOD CONDITION.
 QP0218
 QP0218                          STATION RECOVERY (2000)
 QP0218
 QP0218'RECOVERY NOTE BY MN DEPT OF TRANSP 2000 (WAS)
 QP0218'THE MARK WAS RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.
 QP0218'THE MARK IS 1.3 MI (2.1 KM) EAST OF SARTELL, 0.3 MI (0.5 KM) NE ALONG
 QP0218'TH 15 FROM JCT TH 15 CO RD 29 IN SARTELL, IN EAST END OF SOUTH ABUT OF
 QP0218'NB TH 15 BRDG NO 05003 OVER TH 10, 26.6 FT (8.1 M) EAST OF NB TH 15,
 QP0218'1.4 FT (0.4 M) WEST OF EAST END OF ABUT, NOT SUITABLE FOR GPS.
 QP0218
 QP0218                          STATION RECOVERY (2005)
 QP0218
 QP0218'RECOVERY NOTE BY MN DEPT OF TRANSP 2005 (MPP)
 QP0218'1.3 MILES EAST OF SARTELL, 0.15 MILES NORTHEAST OF JUNCTION OF TRUNK
 QP0218'HIGHWAY 152 AND COUNTY ROAD 29, IN EAST END OF SOUTH ABUTMENT OF TRUNK
 QP0218'HIGHWAY 152 BRIDGE 05003 OVER SOUTH-BOUND TRUNK HIGHWAY 10,
 QP0218'
 QP0218'25.8 FEET EAST OF TRUNK HIGHWAY 152, 1.4 FEET WEST OF EAST END OF
 QP0218'ABUTMENT
 QP0218
 QP0218                          STATION RECOVERY (2008)
 QP0218
 QP0218'RECOVERY NOTE BY MN DEPT OF TRANSP 2008 (MPP)
 QP0218'THE MARK IS LOCATED ABOUT 7.6 MI (12.2 KM) SOUTHEAST OF SAINT STEPHEN,
 QP0218'7.2 MI (11.6 KM) SOUTH-SOUTHWEST OF MAYHEW AND 4.0 MI (6.4 KM) NORTH
 QP0218'OF SAINT CLOUD.
 QP0218'
 QP0218'TO REACH TO THE MARK GO 1.3 MI (2.1 KM) EAST OF SARTELL, 0.15 MI (0.2
 QP0218'KM) NORTHEAST OF THE JUNCTION OF TRUNK HIGHWAY 15 AND COUNTY ROAD 29,
 QP0218'IN EAST END OF SOUTH ABUTMENT OF TRUNK HIGHWAY 15 BRIDGE 05003 OVER
 QP0218'SOUTH-BOUND TRUNK HIGHWAY 10, 25.8 FT (7.9 M) EAST OF TRUNK HIGHWAY
 QP0218'15, 1.4 FT (0.4 M) WEST OF EAST END OF ABUTMENT.
 QP0218
 QP0218                          STATION RECOVERY (2017)
 QP0218
 QP0218'RECOVERY NOTE BY MN DEPT OF TRANSP 2017 (MAS)
 QP0218'RECOVERED AS DESCRIBED.
 QP0218
 QP0218                          STATION RECOVERY (2018)
 QP0218
 QP0218'RECOVERY NOTE BY MN DEPT OF TRANSP 2018 (MAS)
 QP0218'1.5 MI (2.4 KM) NORTH OF SAUK RAPIDS, IN THE EAST END OF THE SOUTH
 QP0218'ABUTMENT OF TRUNK HIGHWAY 15 BRIDGE NUMBER 05003 OVER SOUTHBOUND TRUNK
 QP0218'HIGHWAY 10, 4.85 MI (7.80 KM) NORTH ALONG TRUNK HIGHWAY 15 FROM THE
 QP0218'JUNCTION OF TRUNK HIGHWAY 15 AND TRUNK HIGHWAY 23 IN ST. CLOUD, AT
 QP0218'TRUNK HIGHWAY 15 MILE POINT 155.65, 25.8 FT (7.9 M) EAST OF TRUNK
 QP0218'HIGHWAY 15, 104.7 FT (31.9 M) NORTHEAST OF SARTELL REFERENCE MARK 1,
 QP0218'1.4 FT (0.4 M) WEST OF THE EAST END OF AN ABUTMENT.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 QP0219 ***********************************************************************
 QP0219  DESIGNATION -  0502 N
 QP0219  PID         -  QP0219
 QP0219  STATE/COUNTY-  MN/BENTON
 QP0219  COUNTRY     -  US
 QP0219  USGS QUAD   -  SAINT CLOUD (2019)
 QP0219
 QP0219                         *CURRENT SURVEY CONTROL
 QP0219  ______________________________________________________________________
 QP0219* NAD 83(2011) POSITION- 45 37 17.74922(N) 094 10 22.43688(W)   ADJUSTED
 QP0219* NAD 83(2011) ELLIP HT-   301.609 (meters)        (06/27/12)   ADJUSTED
 QP0219* NAD 83(2011) EPOCH   -  2010.00
 QP0219* NAVD 88 ORTHO HEIGHT -   328.601 (meters)     1078.09  (feet) ADJUSTED
 QP0219  ______________________________________________________________________
 QP0219  GEOID HEIGHT    -        -26.994 (meters)                     GEOID18
 QP0219  NAD 83(2011) X  -   -325,170.662 (meters)                     COMP
 QP0219  NAD 83(2011) Y  - -4,456,842.311 (meters)                     COMP
 QP0219  NAD 83(2011) Z  -  4,536,147.066 (meters)                     COMP
 QP0219  LAPLACE CORR    -         -3.29  (seconds)                    DEFLEC18
 QP0219  DYNAMIC HEIGHT  -        328.596 (meters)     1078.07  (feet) COMP
 QP0219  MODELED GRAVITY -    980,591.4   (mgal)                       NAVD 88
 QP0219
 QP0219  VERT ORDER      -  SECOND    CLASS I
 QP0219
 QP0219  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 QP0219  Standards:
 QP0219         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 QP0219            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 QP0219  -------------------------------------------------------------------
 QP0219  NETWORK    0.72   0.47           0.33   0.25   0.24      0.06155444
 QP0219  -------------------------------------------------------------------
 QP0219  Click here for local accuracies and other accuracy information.
 QP0219
 QP0219.The horizontal coordinates were established by GPS observations
 QP0219.and adjusted by the National Geodetic Survey in June 2012.
 QP0219
 QP0219.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 QP0219.been affixed to the stable North American tectonic plate. See 
 QP0219.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 QP0219
 QP0219.The horizontal coordinates are valid at the epoch date displayed above
 QP0219.which is a decimal equivalence of Year/Month/Day.
 QP0219
 QP0219.The orthometric height was determined by differential leveling and
 QP0219.adjusted by the NATIONAL GEODETIC SURVEY
 QP0219.in May 2018.
 QP0219
 QP0219.Significant digits in the geoid height do not necessarily reflect accuracy.
 QP0219.GEOID18 height accuracy estimate available here.
 QP0219
 QP0219.Click photographs - Photos may exist for this station.
 QP0219
 QP0219.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 QP0219
 QP0219.The Laplace correction was computed from DEFLEC18 derived deflections.
 QP0219
 QP0219.The ellipsoidal height was determined by GPS observations
 QP0219.and is referenced to NAD 83.
 QP0219
 QP0219.The dynamic height is computed by dividing the NAVD 88
 QP0219.geopotential number by the normal gravity value computed on the
 QP0219.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QP0219.degrees latitude (g = 980.6199 gals.).
 QP0219
 QP0219.The modeled gravity was interpolated from observed gravity values.
 QP0219
 QP0219. The following values were computed from the NAD 83(2011) position.
 QP0219
 QP0219;                    North         East     Units Scale Factor Converg.
 QP0219;SPC MN C     -   169,091.759   806,013.062   MT  0.99999894   +0 03 20.8
 QP0219;SPC MN C     -   554,761.88  2,644,394.52   sFT  0.99999894   +0 03 20.8
 QP0219;UTM  15      - 5,052,674.694   408,562.725   MT  0.99970279   -0 50 18.1
 QP0219
 QP0219!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QP0219!SPC MN C     -   0.99995272  x   0.99999894  =   0.99995166
 QP0219!UTM  15      -   0.99995272  x   0.99970279  =   0.99965552
 QP0219
 QP0219:                Primary Azimuth Mark                     Grid Az
 QP0219:SPC MN C     -  0502 Y                                   343 04 24.5
 QP0219:UTM  15      -  0502 Y                                   343 58 03.4
 QP0219
 QP0219_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL0856252674(NAD 83)
 QP0219
 QP0219|---------------------------------------------------------------------|
 QP0219| PID    Reference Object                     Distance      Geod. Az  |
 QP0219|                                                           dddmmss.s |
 QP0219| AJ8561 0502 Y                              APPROX. 0.6 KM 3430745.3 |
 QP0219|---------------------------------------------------------------------|
 QP0219
 QP0219                          SUPERSEDED SURVEY CONTROL
 QP0219
 QP0219  NAD 83(2007)-  45 37 17.74943(N)    094 10 22.43725(W) AD(2002.00) 0
 QP0219  ELLIP H (02/10/07)  301.640  (m)                       GP(2002.00)    
 QP0219  NAD 83(1996)-  45 37 17.74909(N)    094 10 22.43719(W) AD(       ) 1
 QP0219  ELLIP H (07/29/03)  301.673  (m)                       GP(       ) 4 1
 QP0219  NAVD 88             328.61   (m)         1078.1    (f) LEVELING    3  
 QP0219  NAVD 88 (06/15/91)  328.597  (m)         1078.07   (f) SUPERSEDED  2 1
 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
 QP0219.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QP0219.See file dsdata.pdf to determine how the superseded data were derived.
 QP0219
 QP0219_MARKER: DB = BENCH MARK DISK
 QP0219_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 QP0219_STAMPING: 0502 N 1971
 QP0219_MARK LOGO: MNHD
 QP0219_PROJECTION: PROJECTING 5 CENTIMETERS
 QP0219_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 QP0219_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QP0219_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QP0219+SATELLITE: SATELLITE OBSERVATIONS - June 10, 2020
 QP0219
 QP0219  HISTORY     - Date     Condition        Report By
 QP0219  HISTORY     - 1971     MONUMENTED       MNHD
 QP0219  HISTORY     - 1974     GOOD             MNDT
 QP0219  HISTORY     - 19940917 GOOD             USPSQD
 QP0219  HISTORY     - 20001019 GOOD             MNDT
 QP0219  HISTORY     - 20050725 GOOD             MNDT
 QP0219  HISTORY     - 20080623 GOOD             MNDT
 QP0219  HISTORY     - 20170413 GOOD             MNDT
 QP0219  HISTORY     - 20180822 GOOD             MNDT
 QP0219  HISTORY     - 20200610 GOOD             MNDT
 QP0219
 QP0219                          STATION DESCRIPTION
 QP0219
 QP0219'DESCRIBED BY MN DEPT OF TRANSP 1974
 QP0219'2 MI N FROM SAUK RAPIDS.
 QP0219'THE MARK IS LOCATED 2.1 MILES NORTHWEST ALONG T.H. 10 FROM THE COUNTY
 QP0219'ROAD 3 BRIDGE OVER T.H. 10 EAST OF SAUK RAPIDS, NEAR THE JUNCTION OF
 QP0219'T.H. 10 AND T.H. 152.  IT IS 80 FEET EAST OF THE CENTERLINE OF T.H. 10
 QP0219'NORTHBOUND AT ENGINEERS STATION 265 WHICH IS STENCILED IN THE CONCRETE
 QP0219'ROADWAY, 200 FEET SOUTH OF A CORNER FENCE POST, 139 FEET SOUTH OF A
 QP0219'RIGHT OF WAY SIGN POST, AND 24.3 FEET WEST OF THE EAST RIGHT OF WAY
 QP0219'FENCE.  IT IS 0.6 FEET WEST OF A STEEL WITNESS POST, AND PROJECTS 3
 QP0219'INCHES ABOVE THE GROUND.  SW 1/4 SECTION 11, T 36N, R 31W.
 QP0219
 QP0219                          STATION RECOVERY (1994)
 QP0219
 QP0219'RECOVERY NOTE BY US POWER SQUADRON 1994
 QP0219'RECOVERED IN GOOD CONDITION.
 QP0219
 QP0219                          STATION RECOVERY (2000)
 QP0219
 QP0219'RECOVERY NOTE BY MN DEPT OF TRANSP 2000 (DKH)
 QP0219'THE MARK WAS RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.
 QP0219'THE MARK IS LOCATED 4.8 MI (7.7 KM) NORTH ALONG TH 10 FROM JCT TH 10
 QP0219'AND TH 23 (1 MI EAST OF ST CLOUD) , AT TH 10 MP 173.20, 80 FT (24.4 M)
 QP0219'EAST OF NB TH 10, AT TH 10 STA 265, 200 FT (61.0 M) SOUTH OF FENCE
 QP0219'COR, 139 FT (42.4 M) SOUTH OF R/W POST, 24.3 FT (7.4 M) WEST OF FENCE,
 QP0219'0.6 FT (18.3 CM) WEST OF WIT POST, MAGNETIC, PROJECTS 2 INCHES, AND
 QP0219'SUITABLE FOR GPS.
 QP0219
 QP0219                          STATION RECOVERY (2005)
 QP0219
 QP0219'RECOVERY NOTE BY MN DEPT OF TRANSP 2005 (JBG)
 QP0219'2 MILES NORTH OF SAUK RAPIDS, 2.1 MILES NORTHWEST OF COUNTY ROAD 3, 80
 QP0219'FEET EAST OF NORTHBOUND TRUNK HIGHWAY 10, AT TRUNK HIGHWAY MILEPOINT
 QP0219'173.2, AT TRUNK HIGHWAY 10 STATION 265,
 QP0219'
 QP0219'200 FEET SOUTH OF FENCE CORNER, 139 FEET SOUTH OF RIGHT OF WAY POST,
 QP0219'24.3 FEET WEST OF FENCE, 0.6 FEET WEST OF WITNESS POST
 QP0219
 QP0219                          STATION RECOVERY (2008)
 QP0219
 QP0219'RECOVERY NOTE BY MN DEPT OF TRANSP 2008 (MPP)
 QP0219'THE MARK IS LOCATED ABOUT 7.5 MI (12.1 KM) SOUTHEAST OF SAINT STEPHEN,
 QP0219'7.0 MI (11.3 KM) SOUTH-SOUTHWEST OF MAYHEW AND 4.2 MI (6.8 KM) NORTH
 QP0219'OF SAINT CLOUD.
 QP0219'
 QP0219'TO REACH TO THE MARK GO 2 MI (3.2 KM) NORTH OF SAUK RAPIDS, 2.1 MI
 QP0219'(3.4 KM) NORTHWEST OF COUNTY ROAD 3, 80 FT (24.4 M) EAST OF NORTHBOUND
 QP0219'TRUNK HIGHWAY 10, AT TRUNK HIGHWAY MILE POINT 173.2, AT TRUNK HIGHWAY
 QP0219'10 STATION 265, 200 FT (61.0 M) SOUTH OF A FENCE CORNER, 139 FT (42.4
 QP0219'M) SOUTH OF RIGHT OF WAY POST, 24.3 FT (7.4 M) WEST OF A FENCE, 0.6 FT
 QP0219'(0.2 M) WEST OF A WITNESS POST.
 QP0219
 QP0219                          STATION RECOVERY (2017)
 QP0219
 QP0219'RECOVERY NOTE BY MN DEPT OF TRANSP 2017 (KMS)
 QP0219'RECOVERED AS DESCRIBED.
 QP0219
 QP0219                          STATION RECOVERY (2018)
 QP0219
 QP0219'RECOVERY NOTE BY MN DEPT OF TRANSP 2018 (MAS)
 QP0219'2.0 MI (3.2 KM) NORTH OF SAUK RAPIDS, 0.45 MI (0.72 KM) NORTHWEST
 QP0219'ALONG TRUNK HIGHWAY 10 FROM THE JUNCTION TRUNK HIGHWAY 10 AND COUNTY
 QP0219'ROAD 29 IN SAUK RAPIDS, AT TRUNK HIGHWAY MILE POINT 173.2, 80.0 FT
 QP0219'(24.4 M) EAST OF WESTBOUND TRUNK HIGHWAY 10, 200.0 FT (61.0 M) SOUTH
 QP0219'OF A FENCE CORNER, 139.0 FT (42.4 M) SOUTH OF A RIGHT-OF-WAY POST,
 QP0219'24.3 FT (7.4 M) WEST OF A FENCE, 0.6 FT (18 CM) WEST OF A WITNESS
 QP0219'POST.
 QP0219
 QP0219                          STATION RECOVERY (2020)
 QP0219
 QP0219'RECOVERY NOTE BY MN DEPT OF TRANSP 2020 (KMS)
 QP0219'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 QP0072 ***********************************************************************
 QP0072  DESIGNATION -  0502 N 1
 QP0072  PID         -  QP0072
 QP0072  STATE/COUNTY-  MN/BENTON
 QP0072  COUNTRY     -  US
 QP0072  USGS QUAD   -  SAINT CLOUD (2019)
 QP0072
 QP0072                         *CURRENT SURVEY CONTROL
 QP0072  ______________________________________________________________________
 QP0072* NAD 83(1986) POSITION- 45 37 02.47   (N) 094 11 16.27   (W)   HD_HELD1
 QP0072* NAVD 88 ORTHO HEIGHT -   324.331 (meters)     1064.08  (feet) ADJUSTED
 QP0072  ______________________________________________________________________
 QP0072  GEOID HEIGHT    -        -26.981 (meters)                     GEOID18
 QP0072  DYNAMIC HEIGHT  -        324.326 (meters)     1064.06  (feet) COMP
 QP0072  MODELED GRAVITY -    980,591.1   (mgal)                       NAVD 88
 QP0072
 QP0072  VERT ORDER      -  FIRST     CLASS I
 QP0072
 QP0072.The horizontal coordinates were determined by differentially corrected
 QP0072.hand held GPS observations or other comparable positioning techniques
 QP0072.and have an estimated accuracy of +/- 3 meters.
 QP0072
 QP0072.The orthometric height was determined by differential leveling and
 QP0072.adjusted by the NATIONAL GEODETIC SURVEY
 QP0072.in June 1991.
 QP0072
 QP0072.Significant digits in the geoid height do not necessarily reflect accuracy.
 QP0072.GEOID18 height accuracy estimate available here.
 QP0072
 QP0072.Click photographs - Photos may exist for this station.
 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     -   168,619.0     804,847.2     MT  (+/- 3 meters HH1 GPS) 
 QP0072
 QP0072_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL0738952220(NAD 83)
 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
 QP0072.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QP0072.See file dsdata.pdf to determine how the superseded data were derived.
 QP0072
 QP0072_MARKER: DB = BENCH MARK DISK
 QP0072_SETTING: 66 = SET IN ROCK OUTCROP
 QP0072_STAMPING: 0502 N1 1974
 QP0072_MARK LOGO: MNHD
 QP0072_MAGNETIC: N = NO MAGNETIC MATERIAL
 QP0072_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 QP0072+STABILITY: POSITION/ELEVATION WELL
 QP0072_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QP0072+SATELLITE: SATELLITE OBSERVATIONS - June 10, 2020
 QP0072
 QP0072  HISTORY     - Date     Condition        Report By
 QP0072  HISTORY     - 1974     MONUMENTED       MNHD
 QP0072  HISTORY     - 1976     GOOD             NGS
 QP0072  HISTORY     - 19940918 GOOD             USPSQD
 QP0072  HISTORY     - 20180821 GOOD             MNDT
 QP0072  HISTORY     - 20200610 GOOD             MNDT
 QP0072
 QP0072                          STATION DESCRIPTION
 QP0072
 QP0072'DESCRIBED BY MN HIGHWAY DEPT 1974
 QP0072'0.5 MI EAST FROM SARTELL.  IT IS LOCATED 0.8 MILES WEST ALONG COUNTY
 QP0072'ROAD 29 FROM THE INTERSECTION OF COUNTY ROAD 29 AND T.H. 152 WHICH IS
 QP0072'ABOUT 2 MILES NORTH OF SAUK RAPIDS, 0.5 MILES EAST ALONG COUNTY ROAD
 QP0072'29 FROM THE INTERSECTION OF COUNTY ROAD 29 AND COUNTY ROAD 33 (OLD
 QP0072'T.H. 10) AT THE SOUTH EDGE OF SARTELL.  IT IS SET IN A 9 FOOT BY 5
 QP0072'FOOT EXPOSED PORTION OF LEDGE ROCK, ACROSS COUNTY ROAD 29 FROM THE
 QP0072'COUNTRY MANOR NURSING HOME, 66 FEET NORTH OF THE CENTERLINE OF COUNTY
 QP0072'ROAD 29, 49.5 FEET NORTHWEST OF A BELL TELEPHONE UNDERGROUND CABLE
 QP0072'MARKER (NO. 7542), 9 FEET WEST OF THE EXTENDED CENTERLINE OF THE EAST
 QP0072'ENTRANCE TO THE NURSING HOME, 103 FEET NORTHWEST OF POWER POLE NO. 40
 QP0072'(WITH OVERHEAD LIGHT), AND 11.8 FEET WEST OF A 6 INCH ELM.  IT IS 4.5
 QP0072'FEET EAST OF A STEEL WITNESS POST AND ABOUT 4 FEET LOWER THAN COUNTY
 QP0072'ROAD 29.  SW 1/4 SECTION 10, T36N, R31W.
 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.
 QP0072
 QP0072                          STATION RECOVERY (2018)
 QP0072
 QP0072'RECOVERY NOTE BY MN DEPT OF TRANSP 2018 (MAS)
 QP0072'IN SARTELL, 0.6 MI (1.0 KM) WEST ALONG COUNTY ROAD 29 FROM THE
 QP0072'JUNCTION OF COUNTY ROAD 29 AND TRUNK HIGHWAY 15 IN SARTELL, 66.0 FT
 QP0072'(20.1 M) NORTH OF COUNTY ROAD 29, 133.0 FT (40.5 M) WEST OF AN
 QP0072'EXTENDED EAST ENTRANCE TO THE COUNTRY MANOR NURSING HOME, 49.5 FT
 QP0072'(15.1 M) NORTHWEST OF A TELEPHONE BOX NUMBER 7542.  NO WITNESS POST.
 QP0072
 QP0072                          STATION RECOVERY (2020)
 QP0072
 QP0072'RECOVERY NOTE BY MN DEPT OF TRANSP 2020 (KMS)
 QP0072'IN SARTELL, 0.6 MI (1.0 KM) WEST ALONG COUNTY ROAD 29 FROM THE
 QP0072'JUNCTION OF COUNTY ROAD 29 AND TRUNK HIGHWAY 15 IN SARTELL, 66.0 FT
 QP0072'(20.1 M) NORTH OF COUNTY ROAD 29, 133.0 FT (40.5 M) WEST OF AN
 QP0072'EXTENDED EAST ENTRANCE TO THE COUNTRY MANOR NURSING HOME.  NO WITNESS
 QP0072'POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 QP0078 ***********************************************************************
 QP0078  DESIGNATION -  0502 P 1
 QP0078  PID         -  QP0078
 QP0078  STATE/COUNTY-  MN/BENTON
 QP0078  COUNTRY     -  US
 QP0078  USGS QUAD   -  LITTLE ROCK LAKE (2019)
 QP0078
 QP0078                         *CURRENT SURVEY CONTROL
 QP0078  ______________________________________________________________________
 QP0078* NAD 83(1986) POSITION- 45 37 57.24   (N) 094 12 00.20   (W)   HD_HELD1
 QP0078* NAVD 88 ORTHO HEIGHT -   316.851 (meters)     1039.54  (feet) ADJUSTED
 QP0078  ______________________________________________________________________
 QP0078  GEOID HEIGHT    -        -26.951 (meters)                     GEOID18
 QP0078  DYNAMIC HEIGHT  -        316.847 (meters)     1039.52  (feet) COMP
 QP0078  MODELED GRAVITY -    980,592.9   (mgal)                       NAVD 88
 QP0078
 QP0078  VERT ORDER      -  FIRST     CLASS I
 QP0078
 QP0078.The horizontal coordinates were determined by differentially corrected
 QP0078.hand held GPS observations or other comparable positioning techniques
 QP0078.and have an estimated accuracy of +/- 3 meters.
 QP0078
 QP0078.The orthometric height was determined by differential leveling and
 QP0078.adjusted by the NATIONAL GEODETIC SURVEY
 QP0078.in June 1991.
 QP0078
 QP0078.Significant digits in the geoid height do not necessarily reflect accuracy.
 QP0078.GEOID18 height accuracy estimate available here.
 QP0078
 QP0078.Click photographs - Photos may exist for this station.
 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     -   170,309.3     803,894.4     MT  (+/- 3 meters HH1 GPS) 
 QP0078
 QP0078_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL0646353924(NAD 83)
 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
 QP0078.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QP0078.See file dsdata.pdf to determine how the superseded data were derived.
 QP0078
 QP0078_MARKER: DV = VERTICAL CONTROL DISK
 QP0078_SETTING: 66 = SET IN ROCK OUTCROP
 QP0078_STAMPING: 0502 P1 1974
 QP0078_MARK LOGO: MNHD
 QP0078_MAGNETIC: N = NO MAGNETIC MATERIAL
 QP0078_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 QP0078+STABILITY: POSITION/ELEVATION WELL
 QP0078_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 QP0078+SATELLITE: SATELLITE OBSERVATIONS - August 21, 2018
 QP0078
 QP0078  HISTORY     - Date     Condition        Report By
 QP0078  HISTORY     - 1974     MONUMENTED       MNHD
 QP0078  HISTORY     - 1976     GOOD             NGS
 QP0078  HISTORY     - 19940918 GOOD             USPSQD
 QP0078  HISTORY     - 20180821 GOOD             MNDT
 QP0078
 QP0078                          STATION DESCRIPTION
 QP0078
 QP0078'DESCRIBED BY MN HIGHWAY DEPT 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, T36N, R31W.
 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.
 QP0078
 QP0078                          STATION RECOVERY (2018)
 QP0078
 QP0078'RECOVERY NOTE BY MN DEPT OF TRANSP 2018 (MAS)
 QP0078'IN SARTELL, 1.1 MI (1.8 KM) NORTH ALONG COUNTY ROAD 33 FROM THE
 QP0078'JUNCTION OF COUNTY ROAD 33 AND COUNTY ROAD 29 IN SARTELL, 44.5 FT
 QP0078'(13.6 M) EAST OF COUNTY ROAD 33, 212.0 FT (64.6 M) NORTH OF EAST
 QP0078'SCENIC DRIVE, 62.0 FT (18.9 M) SOUTH OF DRIVEWAY NUMBER 4550, 88.9 FT
 QP0078'(27.1 M) NORTH-NORTHWEST OF POWER POLE NUMBER 19, IN THE SOUTH END OF
 QP0078'A 4 FT (1.2 M) BY 7 FT (2.1 M) GRANITE OUTCROP, 7.0 FT (2.1 M)
 QP0078'SOUTHWEST OF THE SOUTHWEST EDGE OF A 20 FT (6.1 M) BY 25 FT (7.6 M)
 QP0078'OUTCROP.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 AJ8566 ***********************************************************************
 AJ8566  DESIGNATION -  0502 S
 AJ8566  PID         -  AJ8566
 AJ8566  STATE/COUNTY-  MN/BENTON
 AJ8566  COUNTRY     -  US
 AJ8566  USGS QUAD   -  LITTLE ROCK LAKE (2019)
 AJ8566
 AJ8566                         *CURRENT SURVEY CONTROL
 AJ8566  ______________________________________________________________________
 AJ8566* NAD 83(1986) POSITION- 45 39 40.00   (N) 094 10 38.44   (W)   HD_HELD1
 AJ8566* NAVD 88 ORTHO HEIGHT -   319.464 (meters)     1048.11  (feet) ADJUSTED
 AJ8566  ______________________________________________________________________
 AJ8566  GEOID HEIGHT    -        -26.949 (meters)                     GEOID18
 AJ8566  DYNAMIC HEIGHT  -        319.460 (meters)     1048.10  (feet) COMP
 AJ8566  MODELED GRAVITY -    980,594.9   (mgal)                       NAVD 88
 AJ8566
 AJ8566  VERT ORDER      -  SECOND    CLASS I
 AJ8566
 AJ8566.The horizontal coordinates were determined by differentially corrected
 AJ8566.hand held GPS observations or other comparable positioning techniques
 AJ8566.and have an estimated accuracy of +/- 3 meters.
 AJ8566
 AJ8566.The orthometric height was determined by differential leveling and
 AJ8566.adjusted by the NATIONAL GEODETIC SURVEY
 AJ8566.in August 2004.
 AJ8566
 AJ8566.Significant digits in the geoid height do not necessarily reflect accuracy.
 AJ8566.GEOID18 height accuracy estimate available here.
 AJ8566
 AJ8566.Click photographs - Photos may exist for this station.
 AJ8566
 AJ8566.The dynamic height is computed by dividing the NAVD 88
 AJ8566.geopotential number by the normal gravity value computed on the
 AJ8566.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ8566.degrees latitude (g = 980.6199 gals.).
 AJ8566
 AJ8566.The modeled gravity was interpolated from observed gravity values.
 AJ8566
 AJ8566;                    North         East    Units  Estimated Accuracy
 AJ8566;SPC MN C     -   173,483.2     805,662.3     MT  (+/- 3 meters HH1 GPS) 
 AJ8566
 AJ8566_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL0828057069(NAD 83)
 AJ8566
 AJ8566                          SUPERSEDED SURVEY CONTROL
 AJ8566
 AJ8566.No superseded survey control is available for this station.
 AJ8566
 AJ8566_MARKER: DB = BENCH MARK DISK
 AJ8566_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 AJ8566_SP_SET: BOX CULVERT
 AJ8566_STAMPING: 0502 S 1971
 AJ8566_MARK LOGO: MNHD
 AJ8566_MAGNETIC: N = NO MAGNETIC MATERIAL
 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 - August 22, 2018
 AJ8566
 AJ8566  HISTORY     - Date     Condition        Report By
 AJ8566  HISTORY     - 19710401 MONUMENTED       MNHD
 AJ8566  HISTORY     - 20001019 GOOD             MNDT
 AJ8566  HISTORY     - 20080623 GOOD             MNDT
 AJ8566  HISTORY     - 20170413 GOOD             MNDT
 AJ8566  HISTORY     - 20180822 GOOD             MNDT
 AJ8566
 AJ8566                          STATION DESCRIPTION
 AJ8566
 AJ8566'DESCRIBED BY MN DEPT OF TRANSP 2000 (WAS)
 AJ8566'THE MARK WAS RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.
 AJ8566'THE MARK IS 5 MI (8.0 KM) NORTH OF SAUK RAPIDS, AT TH 10 MP 170.10,
 AJ8566'0.45 MI (0.72 KM) NORTH OF CO RD 33, 0.55 MI (0.89 KM) SOUTH OF CO RD
 AJ8566'4, 41.5 FT (12.6 M) WEST OF SB TH 10, IN SOUTH END OF WEST HEADWALL OF
 AJ8566'TH 10 BOX CULVERT NUMBER 3666, AND NOT SUITABLE FOR GPS.
 AJ8566
 AJ8566                          STATION RECOVERY (2008)
 AJ8566
 AJ8566'RECOVERY NOTE BY MN DEPT OF TRANSP 2008 (MPP)
 AJ8566'RECOVERED AS DESCRIBED.
 AJ8566
 AJ8566                          STATION RECOVERY (2017)
 AJ8566
 AJ8566'RECOVERY NOTE BY MN DEPT OF TRANSP 2017 (KMS)
 AJ8566'THE MARK IS LOCATED ABOUT 5.0 MI (8.0 KM) NORTH OF SAUK RAPIDS.
 AJ8566'
 AJ8566'TO REACH THE MARK GO 0.45 MI (0.72 KM) NORTH ALONG TRUNK HIGHWAY 10
 AJ8566'FROM THE JUNCTION OF COUNTY ROAD 33 AND TRUNK HIGHWAY 10, AT TRUNK
 AJ8566'HIGHWAY 10 MILE POINT 170.1.
 AJ8566'
 AJ8566'THE MARK IS LOCATED 41.5 FT (12.6 M) WEST OF EASTBOUND TRUNK HIGHWAY
 AJ8566'10, IN THE SOUTH END OF THE WEST HEADWALL OF A TRUNK HIGHWAY 10 BOX
 AJ8566'CULVERT NUMBER 3666.
 AJ8566
 AJ8566                          STATION RECOVERY (2018)
 AJ8566
 AJ8566'RECOVERY NOTE BY MN DEPT OF TRANSP 2018 (MAS)
 AJ8566'5.0 MI (8.0 KM) NORTH OF SAUK RAPIDS, IN THE SOUTH END OF THE WEST
 AJ8566'HEADWALL OF TRUNK HIGHWAY 10 BOX CULVERT NUMBER 3666, 0.45 MI (0.72
 AJ8566'KM) NORTH ALONG TRUNK HIGHWAY 10 FROM THE JUNCTION OF COUNTY ROAD 33
 AJ8566'AND TRUNK HIGHWAY 10, AT TRUNK HIGHWAY 10 MILE POINT 170.1, 41.5 FT
 AJ8566'(12.6 M) WEST OF EASTBOUND TRUNK HIGHWAY 10.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 AJ8557 ***********************************************************************
 AJ8557  DESIGNATION -  0502 T
 AJ8557  PID         -  AJ8557
 AJ8557  STATE/COUNTY-  MN/BENTON
 AJ8557  COUNTRY     -  US
 AJ8557  USGS QUAD   -  LITTLE ROCK LAKE (2019)
 AJ8557
 AJ8557                         *CURRENT SURVEY CONTROL
 AJ8557  ______________________________________________________________________
 AJ8557* NAD 83(2011) POSITION- 45 40 10.24900(N) 094 10 33.96466(W)   ADJUSTED
 AJ8557* NAD 83(2011) ELLIP HT-   294.106 (meters)        (06/27/12)   ADJUSTED
 AJ8557* NAD 83(2011) EPOCH   -  2010.00
 AJ8557* NAVD 88 ORTHO HEIGHT -   321.046 (meters)     1053.30  (feet) ADJUSTED
 AJ8557  ______________________________________________________________________
 AJ8557  GEOID HEIGHT    -        -26.943 (meters)                     GEOID18
 AJ8557  NAD 83(2011) X  -   -325,142.045 (meters)                     COMP
 AJ8557  NAD 83(2011) Y  - -4,453,020.831 (meters)                     COMP
 AJ8557  NAD 83(2011) Z  -  4,539,865.019 (meters)                     COMP
 AJ8557  LAPLACE CORR    -         -3.21  (seconds)                    DEFLEC18
 AJ8557  DYNAMIC HEIGHT  -        321.043 (meters)     1053.29  (feet) COMP
 AJ8557  MODELED GRAVITY -    980,595.9   (mgal)                       NAVD 88
 AJ8557
 AJ8557  VERT ORDER      -  SECOND    CLASS I
 AJ8557
 AJ8557  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AJ8557  Standards:
 AJ8557         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AJ8557            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AJ8557  -------------------------------------------------------------------
 AJ8557  NETWORK    1.02   0.63           0.44   0.39   0.32     -0.04891769
 AJ8557  -------------------------------------------------------------------
 AJ8557  Click here for local accuracies and other accuracy information.
 AJ8557
 AJ8557.The horizontal coordinates were established by GPS observations
 AJ8557.and adjusted by the National Geodetic Survey in June 2012.
 AJ8557
 AJ8557.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AJ8557.been affixed to the stable North American tectonic plate. See 
 AJ8557.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AJ8557
 AJ8557.The horizontal coordinates are valid at the epoch date displayed above
 AJ8557.which is a decimal equivalence of Year/Month/Day.
 AJ8557
 AJ8557.The orthometric height was determined by differential leveling and
 AJ8557.adjusted by the NATIONAL GEODETIC SURVEY
 AJ8557.in August 2004.
 AJ8557
 AJ8557.Significant digits in the geoid height do not necessarily reflect accuracy.
 AJ8557.GEOID18 height accuracy estimate available here.
 AJ8557
 AJ8557.Click photographs - Photos may exist for this station.
 AJ8557
 AJ8557.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ8557
 AJ8557.The Laplace correction was computed from DEFLEC18 derived deflections.
 AJ8557
 AJ8557.The ellipsoidal height was determined by GPS observations
 AJ8557.and is referenced to NAD 83.
 AJ8557
 AJ8557.The dynamic height is computed by dividing the NAVD 88
 AJ8557.geopotential number by the normal gravity value computed on the
 AJ8557.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ8557.degrees latitude (g = 980.6199 gals.).
 AJ8557
 AJ8557.The modeled gravity was interpolated from observed gravity values.
 AJ8557
 AJ8557. The following values were computed from the NAD 83(2011) position.
 AJ8557
 AJ8557;                    North         East     Units Scale Factor Converg.
 AJ8557;SPC MN C     -   174,417.148   805,758.358   MT  0.99998897   +0 03 12.4
 AJ8557;SPC MN C     -   572,233.59  2,643,558.88   sFT  0.99998897   +0 03 12.4
 AJ8557;UTM  15      - 5,058,001.860   408,391.236   MT  0.99970317   -0 50 28.9
 AJ8557
 AJ8557!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ8557!SPC MN C     -   0.99995389  x   0.99998897  =   0.99994286
 AJ8557!UTM  15      -   0.99995389  x   0.99970317  =   0.99965708
 AJ8557
 AJ8557_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL0839158001(NAD 83)
 AJ8557
 AJ8557                          SUPERSEDED SURVEY CONTROL
 AJ8557
 AJ8557  NAD 83(2007)-  45 40 10.24921(N)    094 10 33.96509(W) AD(2002.00) 0
 AJ8557  ELLIP H (02/10/07)  294.136  (m)                       GP(2002.00)    
 AJ8557  NAD 83(1996)-  45 40 10.24890(N)    094 10 33.96503(W) AD(       ) 1
 AJ8557  ELLIP H (07/29/03)  294.170  (m)                       GP(       ) 4 1
 AJ8557  NAVD 88             321.05   (m)         1053.3    (f) LEVELING    3  
 AJ8557
 AJ8557.Superseded values are not recommended for survey control.
 AJ8557
 AJ8557.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ8557.See file dsdata.pdf to determine how the superseded data were derived.
 AJ8557
 AJ8557_MARKER: DB = BENCH MARK DISK
 AJ8557_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 AJ8557_STAMPING: 0502 T 1971
 AJ8557_MARK LOGO: MNHD
 AJ8557_PROJECTION: RECESSED 5 CENTIMETERS
 AJ8557_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AJ8557_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AJ8557_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AJ8557+SATELLITE: SATELLITE OBSERVATIONS - August 22, 2018
 AJ8557
 AJ8557  HISTORY     - Date     Condition        Report By
 AJ8557  HISTORY     - 1971     MONUMENTED       MNHD
 AJ8557  HISTORY     - 20001012 GOOD             MNDT
 AJ8557  HISTORY     - 20080623 GOOD             MNDT
 AJ8557  HISTORY     - 20170413 GOOD             MNDT
 AJ8557  HISTORY     - 20180822 GOOD             MNDT
 AJ8557
 AJ8557                          STATION DESCRIPTION
 AJ8557
 AJ8557'DESCRIBED BY MN DEPT OF TRANSP 2000 (DKH)
 AJ8557'THE MARK WAS RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.
 AJ8557'THE MARK IS LOCATED ABOUT 5.2 MI (8.4 KM) NORTH OF SAUK RAPIDS, 0.5 MI
 AJ8557'(0.8 KM) SOUTH OF CO RD 4, AT TH 10 MP 169.40, THE MARK IS 92 FT (28.0
 AJ8557'M) WEST OF SB TH 10, AT TH 10 STA 441+43, 72.8 FT (22.2 M) SOUTH OF
 AJ8557'P-POLE, 72.0 FT (21.9 M) SSE OF 18 INCH OAK TREE, 0.8 FT (24.4 CM)
 AJ8557'EAST OF WIT POST, RECESSED 2 INCHES, MAGNETIC, GPS ABLE.
 AJ8557
 AJ8557                          STATION RECOVERY (2008)
 AJ8557
 AJ8557'RECOVERY NOTE BY MN DEPT OF TRANSP 2008 (MPP)
 AJ8557'THE MARK IS LOCATED ABOUT 6.1 MI (9.8 KM) SOUTH-SOUTHEAST OF RICE, 5.3
 AJ8557'MI (8.5 KM) EAST-SOUTHEAST OF SAINT STEPHEN AND 4.4 MI (7.1 KM)
 AJ8557'SOUTHWEST OF MAYHEW.
 AJ8557'
 AJ8557'TO REACH TO THE MARK GO 5.2 MI (8.4 KM) NORTH OF SAUK RAPIDS, 0.4 MI
 AJ8557'(0.6 KM) SOUTH OF COUNTY ROAD 4, AT TRUNK HIGHWAY 10 MILE POINT
 AJ8557'169.30, AT TRUNK HIGHWAY 10 STATION 441+43, 92 FT (28.0 M) WEST OF
 AJ8557'SOUTH-BOUND TRUNK HIGHWAY 10, 0.8 FT (0.2 M) EAST OF A WITNESS POST.
 AJ8557
 AJ8557                          STATION RECOVERY (2017)
 AJ8557
 AJ8557'RECOVERY NOTE BY MN DEPT OF TRANSP 2017 (MAS)
 AJ8557'RECOVERED AS DESCRIBED.
 AJ8557
 AJ8557                          STATION RECOVERY (2018)
 AJ8557
 AJ8557'RECOVERY NOTE BY MN DEPT OF TRANSP 2018 (MAS)
 AJ8557'5.2 MI (8.4 KM) NORTH OF SAUK RAPIDS, 3.9 MI (6.3 KM) NORTH ALONG
 AJ8557'TRUNK HIGHWAY 10 FROM THE JUNCTION OF TRUNK HIGHWAY 10 AND COUNTY ROAD
 AJ8557'29 IN SAUK RAPIDS, 0.4 MI (0.6 KM) SOUTH OF COUNTY ROAD 4, AT TRUNK
 AJ8557'HIGHWAY 10 MILE POINT 169.35, 92.0 FT (28.0 M) WEST OF EASTBOUND TRUNK
 AJ8557'HIGHWAY 10, 0.8 FT (24 CM) EAST OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 AJ8558 ***********************************************************************
 AJ8558  DESIGNATION -  0502 U
 AJ8558  PID         -  AJ8558
 AJ8558  STATE/COUNTY-  MN/BENTON
 AJ8558  COUNTRY     -  US
 AJ8558  USGS QUAD   -  LITTLE ROCK LAKE (2019)
 AJ8558
 AJ8558                         *CURRENT SURVEY CONTROL
 AJ8558  ______________________________________________________________________
 AJ8558* NAD 83(2011) POSITION- 45 43 13.19015(N) 094 11 23.15381(W)   ADJUSTED
 AJ8558* NAD 83(2011) ELLIP HT-   295.324 (meters)        (06/27/12)   ADJUSTED
 AJ8558* NAD 83(2011) EPOCH   -  2010.00
 AJ8558* NAVD 88 ORTHO HEIGHT -   322.217 (meters)     1057.14  (feet) ADJUSTED
 AJ8558  ______________________________________________________________________
 AJ8558  GEOID HEIGHT    -        -26.886 (meters)                     GEOID18
 AJ8558  NAD 83(2011) X  -   -325,908.718 (meters)                     COMP
 AJ8558  NAD 83(2011) Y  - -4,448,912.695 (meters)                     COMP
 AJ8558  NAD 83(2011) Z  -  4,543,811.131 (meters)                     COMP
 AJ8558  LAPLACE CORR    -         -2.99  (seconds)                    DEFLEC18
 AJ8558  DYNAMIC HEIGHT  -        322.216 (meters)     1057.14  (feet) COMP
 AJ8558  MODELED GRAVITY -    980,601.5   (mgal)                       NAVD 88
 AJ8558
 AJ8558  VERT ORDER      -  SECOND    CLASS I
 AJ8558
 AJ8558  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AJ8558  Standards:
 AJ8558         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AJ8558            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AJ8558  -------------------------------------------------------------------
 AJ8558  NETWORK    1.21   0.73           0.52   0.47   0.37      0.01728591
 AJ8558  -------------------------------------------------------------------
 AJ8558  Click here for local accuracies and other accuracy information.
 AJ8558
 AJ8558.The horizontal coordinates were established by GPS observations
 AJ8558.and adjusted by the National Geodetic Survey in June 2012.
 AJ8558
 AJ8558.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AJ8558.been affixed to the stable North American tectonic plate. See 
 AJ8558.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AJ8558
 AJ8558.The horizontal coordinates are valid at the epoch date displayed above
 AJ8558.which is a decimal equivalence of Year/Month/Day.
 AJ8558
 AJ8558.The orthometric height was determined by differential leveling and
 AJ8558.adjusted by the NATIONAL GEODETIC SURVEY
 AJ8558.in August 2004.
 AJ8558
 AJ8558.Significant digits in the geoid height do not necessarily reflect accuracy.
 AJ8558.GEOID18 height accuracy estimate available here.
 AJ8558
 AJ8558.Click photographs - Photos may exist for this station.
 AJ8558
 AJ8558.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ8558
 AJ8558.The Laplace correction was computed from DEFLEC18 derived deflections.
 AJ8558
 AJ8558.The ellipsoidal height was determined by GPS observations
 AJ8558.and is referenced to NAD 83.
 AJ8558
 AJ8558.The dynamic height is computed by dividing the NAVD 88
 AJ8558.geopotential number by the normal gravity value computed on the
 AJ8558.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ8558.degrees latitude (g = 980.6199 gals.).
 AJ8558
 AJ8558.The modeled gravity was interpolated from observed gravity values.
 AJ8558
 AJ8558. The following values were computed from the NAD 83(2011) position.
 AJ8558
 AJ8558;                    North         East     Units Scale Factor Converg.
 AJ8558;SPC MN C     -   180,064.227   804,689.360   MT  0.99997915   +0 02 36.9
 AJ8558;SPC MN C     -   590,760.72  2,640,051.68   sFT  0.99997915   +0 02 36.9
 AJ8558;UTM  15      - 5,063,663.365   407,410.861   MT  0.99970539   -0 51 06.7
 AJ8558
 AJ8558!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ8558!SPC MN C     -   0.99995370  x   0.99997915  =   0.99993285
 AJ8558!UTM  15      -   0.99995370  x   0.99970539  =   0.99965911
 AJ8558
 AJ8558_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL0741063663(NAD 83)
 AJ8558
 AJ8558                          SUPERSEDED SURVEY CONTROL
 AJ8558
 AJ8558  NAD 83(2007)-  45 43 13.19030(N)    094 11 23.15443(W) AD(2002.00) 0
 AJ8558  ELLIP H (02/10/07)  295.353  (m)                       GP(2002.00)    
 AJ8558  NAD 83(1996)-  45 43 13.19008(N)    094 11 23.15433(W) AD(       ) 1
 AJ8558  ELLIP H (07/29/03)  295.388  (m)                       GP(       ) 4 1
 AJ8558  NAVD 88             322.22   (m)         1057.2    (f) LEVELING    3  
 AJ8558
 AJ8558.Superseded values are not recommended for survey control.
 AJ8558
 AJ8558.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ8558.See file dsdata.pdf to determine how the superseded data were derived.
 AJ8558
 AJ8558_MARKER: DD = SURVEY DISK
 AJ8558_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 AJ8558_STAMPING: 0502 U 2000
 AJ8558_MARK LOGO: MNDT
 AJ8558_PROJECTION: RECESSED 3 CENTIMETERS
 AJ8558_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AJ8558_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AJ8558_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ8558+SATELLITE: SATELLITE OBSERVATIONS - June 10, 2020
 AJ8558_ROD/PIPE-DEPTH: 9.8 meters
 AJ8558
 AJ8558  HISTORY     - Date     Condition        Report By
 AJ8558  HISTORY     - 2000     MONUMENTED       MNDT
 AJ8558  HISTORY     - 20170413 GOOD             MNDT
 AJ8558  HISTORY     - 20180827 GOOD             MNDT
 AJ8558  HISTORY     - 20200610 GOOD             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.
 AJ8558
 AJ8558                          STATION RECOVERY (2017)
 AJ8558
 AJ8558'RECOVERY NOTE BY MN DEPT OF TRANSP 2017 (KMS)
 AJ8558'RECOVERED AS DESCRIBED.
 AJ8558
 AJ8558                          STATION RECOVERY (2018)
 AJ8558
 AJ8558'RECOVERY NOTE BY MN DEPT OF TRANSP 2018 (MAS)
 AJ8558'2.7 MI (4.3 KM) SOUTHEAST OF RICE, 2.7 SOUTHEAST ALONG TRUNK HIGHWAY
 AJ8558'10 FROM THE JUNCTION OF TRUNK HIGHWAY 10 AND COUNTY ROAD 2 IN RICE, AT
 AJ8558'TRUNK HIGHWAY 10 MILE POINT 165.6, 48.0 FT (14.6 M) NORTHEAST OF
 AJ8558'EASTBOUND TRUNK HIGHWAY 10, 36.0 FT (11.0 M) SOUTHWEST OF WESTBOUND
 AJ8558'TRUNK HIGHWAY 10, 65.0 FT (19.8 M) NORTHWEST OF 105TH STREET
 AJ8558'NORTHWEST, 1.0 FT (0.3 M) NORTHEAST OF A WITNESS POST.
 AJ8558
 AJ8558                          STATION RECOVERY (2020)
 AJ8558
 AJ8558'RECOVERY NOTE BY MN DEPT OF TRANSP 2020 (TJD)
 AJ8558'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 AJ8559 ***********************************************************************
 AJ8559  DESIGNATION -  0502 V
 AJ8559  PID         -  AJ8559
 AJ8559  STATE/COUNTY-  MN/BENTON
 AJ8559  COUNTRY     -  US
 AJ8559  USGS QUAD   -  LITTLE ROCK LAKE (2019)
 AJ8559
 AJ8559                         *CURRENT SURVEY CONTROL
 AJ8559  ______________________________________________________________________
 AJ8559* NAD 83(2011) POSITION- 45 42 15.53192(N) 094 10 26.83361(W)   ADJUSTED
 AJ8559* NAD 83(2011) ELLIP HT-   285.618 (meters)        (06/27/12)   ADJUSTED
 AJ8559* NAD 83(2011) EPOCH   -  2010.00
 AJ8559* NAVD 88 ORTHO HEIGHT -   312.542 (meters)     1025.40  (feet) ADJUSTED
 AJ8559  ______________________________________________________________________
 AJ8559  GEOID HEIGHT    -        -26.914 (meters)                     GEOID18
 AJ8559  NAD 83(2011) X  -   -324,786.202 (meters)                     COMP
 AJ8559  NAD 83(2011) Y  - -4,450,265.730 (meters)                     COMP
 AJ8559  NAD 83(2011) Z  -  4,542,561.131 (meters)                     COMP
 AJ8559  LAPLACE CORR    -         -3.12  (seconds)                    DEFLEC18
 AJ8559  DYNAMIC HEIGHT  -        312.539 (meters)     1025.39  (feet) COMP
 AJ8559  MODELED GRAVITY -    980,599.1   (mgal)                       NAVD 88
 AJ8559
 AJ8559  VERT ORDER      -  SECOND    CLASS I
 AJ8559
 AJ8559  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AJ8559  Standards:
 AJ8559         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AJ8559            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AJ8559  -------------------------------------------------------------------
 AJ8559  NETWORK    1.24   0.74           0.54   0.47   0.38      0.04737096
 AJ8559  -------------------------------------------------------------------
 AJ8559  Click here for local accuracies and other accuracy information.
 AJ8559
 AJ8559.The horizontal coordinates were established by GPS observations
 AJ8559.and adjusted by the National Geodetic Survey in June 2012.
 AJ8559
 AJ8559.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AJ8559.been affixed to the stable North American tectonic plate. See 
 AJ8559.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AJ8559
 AJ8559.The horizontal coordinates are valid at the epoch date displayed above
 AJ8559.which is a decimal equivalence of Year/Month/Day.
 AJ8559
 AJ8559.The orthometric height was determined by differential leveling and
 AJ8559.adjusted by the NATIONAL GEODETIC SURVEY
 AJ8559.in August 2004.
 AJ8559
 AJ8559.Significant digits in the geoid height do not necessarily reflect accuracy.
 AJ8559.GEOID18 height accuracy estimate available here.
 AJ8559
 AJ8559.Click photographs - Photos may exist for this station.
 AJ8559
 AJ8559.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ8559
 AJ8559.The Laplace correction was computed from DEFLEC18 derived deflections.
 AJ8559
 AJ8559.The ellipsoidal height was determined by GPS observations
 AJ8559.and is referenced to NAD 83.
 AJ8559
 AJ8559.The dynamic height is computed by dividing the NAVD 88
 AJ8559.geopotential number by the normal gravity value computed on the
 AJ8559.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ8559.degrees latitude (g = 980.6199 gals.).
 AJ8559
 AJ8559.The modeled gravity was interpolated from observed gravity values.
 AJ8559
 AJ8559. The following values were computed from the NAD 83(2011) position.
 AJ8559
 AJ8559;                    North         East     Units Scale Factor Converg.
 AJ8559;SPC MN C     -   178,285.180   805,909.005   MT  0.99998216   +0 03 17.6
 AJ8559;SPC MN C     -   584,923.96  2,644,053.13   sFT  0.99998216   +0 03 17.6
 AJ8559;UTM  15      - 5,061,865.974   408,602.228   MT  0.99970270   -0 50 25.5
 AJ8559
 AJ8559!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ8559!SPC MN C     -   0.99995522  x   0.99998216  =   0.99993739
 AJ8559!UTM  15      -   0.99995522  x   0.99970270  =   0.99965794
 AJ8559
 AJ8559_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL0860261865(NAD 83)
 AJ8559
 AJ8559                          SUPERSEDED SURVEY CONTROL
 AJ8559
 AJ8559  NAD 83(2007)-  45 42 15.53208(N)    094 10 26.83420(W) AD(2002.00) 0
 AJ8559  ELLIP H (02/10/07)  285.647  (m)                       GP(2002.00)    
 AJ8559  NAD 83(1996)-  45 42 15.53184(N)    094 10 26.83410(W) AD(       ) 1
 AJ8559  ELLIP H (07/29/03)  285.678  (m)                       GP(       ) 4 1
 AJ8559  NAVD 88             312.54   (m)         1025.4    (f) LEVELING    3  
 AJ8559
 AJ8559.Superseded values are not recommended for survey control.
 AJ8559
 AJ8559.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ8559.See file dsdata.pdf to determine how the superseded data were derived.
 AJ8559
 AJ8559_MARKER: DV = VERTICAL CONTROL DISK
 AJ8559_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 AJ8559_SP_SET: BRIDGE ABUTMENT
 AJ8559_STAMPING: 0502 V 2000
 AJ8559_MARK LOGO: MNDT
 AJ8559_MAGNETIC: N = NO MAGNETIC MATERIAL
 AJ8559_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AJ8559_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AJ8559+SATELLITE: SATELLITE OBSERVATIONS - August 27, 2018
 AJ8559
 AJ8559  HISTORY     - Date     Condition        Report By
 AJ8559  HISTORY     - 1990     MONUMENTED       MNDT
 AJ8559  HISTORY     - 20001019 GOOD             MNDT
 AJ8559  HISTORY     - 20170413 GOOD             MNDT
 AJ8559  HISTORY     - 20180827 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.
 AJ8559
 AJ8559                          STATION RECOVERY (2017)
 AJ8559
 AJ8559'RECOVERY NOTE BY MN DEPT OF TRANSP 2017 (MAS)
 AJ8559'RECOVERED AS DESCRIBED.
 AJ8559
 AJ8559                          STATION RECOVERY (2018)
 AJ8559
 AJ8559'RECOVERY NOTE BY MN DEPT OF TRANSP 2018 (MAS)
 AJ8559'4.0 MI (6.4 KM) SOUTHEAST OF RICE, IN THE ABUTMENT OF THE SOUTHEAST
 AJ8559'CORNER OF WESTBOUND TRUNK HIGHWAY 10 OVER THE LITTLE ROCK CREEK, 4.05
 AJ8559'MI (6.52 KM) SOUTHEAST ALONG TRUNK HIGHWAY 10 AND COUNTY ROAD 2 IN
 AJ8559'RICE, AT TRUNK HIGHWAY 10 MILE POINT 166.95, 25.0 FT (7.6 M) NORTHEAST
 AJ8559'OF WESTBOUND TRUNK HIGHWAY 10.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 AJ8567 ***********************************************************************
 AJ8567  DESIGNATION -  0502 W
 AJ8567  PID         -  AJ8567
 AJ8567  STATE/COUNTY-  MN/BENTON
 AJ8567  COUNTRY     -  US
 AJ8567  USGS QUAD   -  LITTLE ROCK LAKE (2019)
 AJ8567
 AJ8567                         *CURRENT SURVEY CONTROL
 AJ8567  ______________________________________________________________________
 AJ8567* NAD 83(1986) POSITION- 45 42 15.09   (N) 094 10 27.89   (W)   HD_HELD1
 AJ8567* NAVD 88 ORTHO HEIGHT -   312.716 (meters)     1025.97  (feet) ADJUSTED
 AJ8567  ______________________________________________________________________
 AJ8567  GEOID HEIGHT    -        -26.914 (meters)                     GEOID18
 AJ8567  DYNAMIC HEIGHT  -        312.713 (meters)     1025.96  (feet) COMP
 AJ8567  MODELED GRAVITY -    980,599.0   (mgal)                       NAVD 88
 AJ8567
 AJ8567  VERT ORDER      -  SECOND    CLASS I
 AJ8567
 AJ8567.The horizontal coordinates were determined by differentially corrected
 AJ8567.hand held GPS observations or other comparable positioning techniques
 AJ8567.and have an estimated accuracy of +/- 3 meters.
 AJ8567
 AJ8567.The orthometric height was determined by differential leveling and
 AJ8567.adjusted by the NATIONAL GEODETIC SURVEY
 AJ8567.in August 2004.
 AJ8567
 AJ8567.Significant digits in the geoid height do not necessarily reflect accuracy.
 AJ8567.GEOID18 height accuracy estimate available here.
 AJ8567
 AJ8567.Click photographs - Photos may exist for this station.
 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     -   178,271.5     805,886.2     MT  (+/- 3 meters HH1 GPS) 
 AJ8567
 AJ8567_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL0857961852(NAD 83)
 AJ8567
 AJ8567                          SUPERSEDED SURVEY CONTROL
 AJ8567
 AJ8567.No superseded survey control is available for this station.
 AJ8567
 AJ8567_MARKER: DV = VERTICAL CONTROL 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: N = NO MAGNETIC MATERIAL
 AJ8567_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AJ8567_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AJ8567+SATELLITE: SATELLITE OBSERVATIONS - August 27, 2018
 AJ8567
 AJ8567  HISTORY     - Date     Condition        Report By
 AJ8567  HISTORY     - 1992     MONUMENTED       MNDT
 AJ8567  HISTORY     - 20001019 GOOD             MNDT
 AJ8567  HISTORY     - 20170413 GOOD             MNDT
 AJ8567  HISTORY     - 20180827 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.
 AJ8567
 AJ8567                          STATION RECOVERY (2017)
 AJ8567
 AJ8567'RECOVERY NOTE BY MN DEPT OF TRANSP 2017 (KMS)
 AJ8567'RECOVERED AS DESCRIBED.
 AJ8567
 AJ8567                          STATION RECOVERY (2018)
 AJ8567
 AJ8567'RECOVERY NOTE BY MN DEPT OF TRANSP 2018 (MAS)
 AJ8567'4.0 MI (6.4 KM) SOUTHEAST OF RICE, IN THE BRIDGE ABUTMENT IN THE
 AJ8567'SOUTHEAST CORNER OF TRUNK HIGHWAY 10 BRIDGE NUMBER 9562 OVER THE
 AJ8567'LITTLE ROCK LAKE, 4.05 MI (6.52 KM) SOUTHEAST ALONG TRUNK HIGHWAY 10
 AJ8567'FROM THE JUNCTION OF TRUNK HIGHWAY 10 AND COUNTY ROAD 2 IN RICE, AT
 AJ8567'TRUNK HIGHWAY 10 MILE POINT 166.95, 19.0 FT (5.8 M) NORTHEAST OF
 AJ8567'EASTBOUND TRUNK HIGHWAY 10.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DQ7768 ***********************************************************************
 DQ7768  DESIGNATION -  0502 X RESET
 DQ7768  PID         -  DQ7768
 DQ7768  STATE/COUNTY-  MN/BENTON
 DQ7768  COUNTRY     -  US
 DQ7768  USGS QUAD   -  LITTLE ROCK LAKE (2019)
 DQ7768
 DQ7768                         *CURRENT SURVEY CONTROL
 DQ7768  ______________________________________________________________________
 DQ7768* NAD 83(2011) POSITION- 45 38 24.74934(N) 094 10 33.03398(W)   ADJUSTED
 DQ7768* NAD 83(2011) ELLIP HT-   302.293 (meters)        (03/30/20)   ADJUSTED
 DQ7768* NAD 83(2011) EPOCH   -  2010.00
 DQ7768* NAVD 88 ORTHO HEIGHT -   329.261 (meters)     1080.25  (feet) ADJUSTED
 DQ7768  ______________________________________________________________________
 DQ7768  GEOID HEIGHT    -        -26.971 (meters)                     GEOID18
 DQ7768  NAD 83(2011) X  -   -325,291.993 (meters)                     COMP
 DQ7768  NAD 83(2011) Y  - -4,455,351.251 (meters)                     COMP
 DQ7768  NAD 83(2011) Z  -  4,537,594.093 (meters)                     COMP
 DQ7768  LAPLACE CORR    -         -3.17  (seconds)                    DEFLEC18
 DQ7768  DYNAMIC HEIGHT  -        329.256 (meters)     1080.23  (feet) COMP
 DQ7768  MODELED GRAVITY -    980,593.1   (mgal)                       NAVD 88
 DQ7768
 DQ7768  VERT ORDER      -  SECOND    CLASS I
 DQ7768
 DQ7768  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DQ7768  Standards:
 DQ7768         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DQ7768            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DQ7768  -------------------------------------------------------------------
 DQ7768  NETWORK    0.64   1.00           0.30   0.21   0.51      0.04938709
 DQ7768  -------------------------------------------------------------------
 DQ7768  Click here for local accuracies and other accuracy information.
 DQ7768
 DQ7768.The horizontal coordinates were established by GPS observations
 DQ7768.and adjusted by the MN DEPT OF TRANSP in March 2020.
 DQ7768
 DQ7768.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DQ7768.been affixed to the stable North American tectonic plate. See 
 DQ7768.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DQ7768
 DQ7768.The horizontal coordinates are valid at the epoch date displayed above
 DQ7768.which is a decimal equivalence of Year/Month/Day.
 DQ7768
 DQ7768.The orthometric height was determined by differential leveling and
 DQ7768.adjusted by the NATIONAL GEODETIC SURVEY
 DQ7768.in May 2018.
 DQ7768
 DQ7768.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ7768.GEOID18 height accuracy estimate available here.
 DQ7768
 DQ7768.Click photographs - Photos may exist for this station.
 DQ7768
 DQ7768.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DQ7768
 DQ7768.The Laplace correction was computed from DEFLEC18 derived deflections.
 DQ7768
 DQ7768.The ellipsoidal height was determined by GPS observations
 DQ7768.and is referenced to NAD 83.
 DQ7768
 DQ7768.The dynamic height is computed by dividing the NAVD 88
 DQ7768.geopotential number by the normal gravity value computed on the
 DQ7768.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ7768.degrees latitude (g = 980.6199 gals.).
 DQ7768
 DQ7768.The modeled gravity was interpolated from observed gravity values.
 DQ7768
 DQ7768. The following values were computed from the NAD 83(2011) position.
 DQ7768
 DQ7768;                    North         East     Units Scale Factor Converg.
 DQ7768;SPC MN C     -   171,160.052   805,781.553   MT  0.99999498   +0 03 13.1
 DQ7768;SPC MN C     -   561,547.60  2,643,634.98   sFT  0.99999498   +0 03 13.1
 DQ7768;UTM  15      - 5,054,745.739   408,363.582   MT  0.99970324   -0 50 26.7
 DQ7768
 DQ7768!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DQ7768!SPC MN C     -   0.99995261  x   0.99999498  =   0.99994759
 DQ7768!UTM  15      -   0.99995261  x   0.99970324  =   0.99965586
 DQ7768
 DQ7768_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL0836354745(NAD 83)
 DQ7768
 DQ7768                          SUPERSEDED SURVEY CONTROL
 DQ7768
 DQ7768.No superseded survey control is available for this station.
 DQ7768
 DQ7768_MARKER: I = METAL ROD
 DQ7768_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DQ7768_STAMPING: 0502 X RESET 2017
 DQ7768_MARK LOGO: MNDT
 DQ7768_PROJECTION: RECESSED 5 CENTIMETERS
 DQ7768_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DQ7768_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ7768_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ7768+SATELLITE: SATELLITE OBSERVATIONS - March 06, 2019
 DQ7768_ROD/PIPE-DEPTH: 6.1 meters
 DQ7768
 DQ7768  HISTORY     - Date     Condition        Report By
 DQ7768  HISTORY     - 20170413 MONUMENTED       MNDT
 DQ7768  HISTORY     - 20180822 GOOD             MNDT
 DQ7768  HISTORY     - 20190306 GOOD             MNDT
 DQ7768
 DQ7768                          STATION DESCRIPTION
 DQ7768
 DQ7768'DESCRIBED BY MN DEPT OF TRANSP 2017
 DQ7768'THE MARK IS LOCATED ABOUT 6.0 MI (9.7 KM) NORTH OF ST. CLOUD.
 DQ7768'
 DQ7768'TO REACH THE MARK GO 6.25 MI (10.06 KM) NORTH ALONG TRUNK HIGHWAY 10
 DQ7768'FROM THE JUNCTION OF TRUNK HIGHWAY 10 AND TRUNK HIGHWAY 23 IN ST.
 DQ7768'CLOUD, AT TRUNK HIGHWAY 10 MILE POINT 171.75.
 DQ7768'
 DQ7768'THE MARK IS LOCATED 33.5 FT (10.2 M) WEST OF WESTBOUND TRUNK HIGHWAY
 DQ7768'10, 41.0 FT (12.5 M) EAST OF EASTBOUND TRUNK HIGHWAY 10, 66.0 FT (20.1
 DQ7768'M) NORTH OF A CROSS-OVER, 2.8 FT (0.9 M) NORTH OF A WITNESS POST.
 DQ7768'
 DQ7768'NOTE-THE STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM ROD
 DQ7768'DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION REMOVABLE DISK
 DQ7768'SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH PVC
 DQ7768'PIPE BACK FILLED WITH WASHED SAND.
 DQ7768
 DQ7768                          STATION RECOVERY (2018)
 DQ7768
 DQ7768'RECOVERY NOTE BY MN DEPT OF TRANSP 2018 (MAS)
 DQ7768'6.0 MI (9.7 KM) NORTH OF ST. CLOUD, 6.25 MI (10.06 KM) NORTH ALONG
 DQ7768'TRUNK HIGHWAY 10 FROM THE JUNCTION OF TRUNK HIGHWAY 10 AND TRUNK
 DQ7768'HIGHWAY 23 IN ST. CLOUD, AT TRUNK HIGHWAY 10 MILE POINT 171.75, 33.5
 DQ7768'FT (10.2 M) WEST OF WESTBOUND TRUNK HIGHWAY 10, 41.0 FT (12.5 M) EAST
 DQ7768'OF EASTBOUND TRUNK HIGHWAY 10, 66.0 FT (20.1 M) NORTH OF A CROSS-OVER,
 DQ7768'2.8 FT (0.9 M) NORTH OF A WITNESS POST.
 DQ7768
 DQ7768                          STATION RECOVERY (2019)
 DQ7768
 DQ7768'RECOVERY NOTE BY MN DEPT OF TRANSP 2019 (KXJ)
 DQ7768'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DQ7767 ***********************************************************************
 DQ7767  DESIGNATION -  0502 Y RESET
 DQ7767  PID         -  DQ7767
 DQ7767  STATE/COUNTY-  MN/BENTON
 DQ7767  COUNTRY     -  US
 DQ7767  USGS QUAD   -  LITTLE ROCK LAKE (2019)
 DQ7767
 DQ7767                         *CURRENT SURVEY CONTROL
 DQ7767  ______________________________________________________________________
 DQ7767* NAD 83(2011) POSITION- 45 37 34.99960(N) 094 10 29.89174(W)   ADJUSTED
 DQ7767* NAD 83(2011) ELLIP HT-   299.779 (meters)        (03/30/20)   ADJUSTED
 DQ7767* NAD 83(2011) EPOCH   -  2010.00
 DQ7767* NAVD 88 ORTHO HEIGHT -   326.755 (meters)     1072.03  (feet) ADJUSTED
 DQ7767  ______________________________________________________________________
 DQ7767  GEOID HEIGHT    -        -26.987 (meters)                     GEOID18
 DQ7767  NAD 83(2011) X  -   -325,303.934 (meters)                     COMP
 DQ7767  NAD 83(2011) Y  - -4,456,449.604 (meters)                     COMP
 DQ7767  NAD 83(2011) Z  -  4,536,518.241 (meters)                     COMP
 DQ7767  LAPLACE CORR    -         -3.24  (seconds)                    DEFLEC18
 DQ7767  DYNAMIC HEIGHT  -        326.751 (meters)     1072.02  (feet) COMP
 DQ7767  MODELED GRAVITY -    980,591.8   (mgal)                       NAVD 88
 DQ7767
 DQ7767  VERT ORDER      -  SECOND    CLASS I
 DQ7767
 DQ7767  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DQ7767  Standards:
 DQ7767         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DQ7767            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DQ7767  -------------------------------------------------------------------
 DQ7767  NETWORK    0.67   1.02           0.31   0.22   0.52      0.05317022
 DQ7767  -------------------------------------------------------------------
 DQ7767  Click here for local accuracies and other accuracy information.
 DQ7767
 DQ7767.The horizontal coordinates were established by GPS observations
 DQ7767.and adjusted by the MN DEPT OF TRANSP in March 2020.
 DQ7767
 DQ7767.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DQ7767.been affixed to the stable North American tectonic plate. See 
 DQ7767.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DQ7767
 DQ7767.The horizontal coordinates are valid at the epoch date displayed above
 DQ7767.which is a decimal equivalence of Year/Month/Day.
 DQ7767
 DQ7767.The orthometric height was determined by differential leveling and
 DQ7767.adjusted by the NATIONAL GEODETIC SURVEY
 DQ7767.in May 2018.
 DQ7767
 DQ7767.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ7767.GEOID18 height accuracy estimate available here.
 DQ7767
 DQ7767.Click photographs - Photos may exist for this station.
 DQ7767
 DQ7767.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DQ7767
 DQ7767.The Laplace correction was computed from DEFLEC18 derived deflections.
 DQ7767
 DQ7767.The ellipsoidal height was determined by GPS observations
 DQ7767.and is referenced to NAD 83.
 DQ7767
 DQ7767.The dynamic height is computed by dividing the NAVD 88
 DQ7767.geopotential number by the normal gravity value computed on the
 DQ7767.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ7767.degrees latitude (g = 980.6199 gals.).
 DQ7767
 DQ7767.The modeled gravity was interpolated from observed gravity values.
 DQ7767
 DQ7767. The following values were computed from the NAD 83(2011) position.
 DQ7767
 DQ7767;                    North         East     Units Scale Factor Converg.
 DQ7767;SPC MN C     -   169,624.180   805,851.058   MT  0.99999791   +0 03 15.4
 DQ7767;SPC MN C     -   556,508.66  2,643,863.01   sFT  0.99999791   +0 03 15.4
 DQ7767;UTM  15      - 5,053,209.419   408,409.094   MT  0.99970314   -0 50 23.7
 DQ7767
 DQ7767!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DQ7767!SPC MN C     -   0.99995300  x   0.99999791  =   0.99995091
 DQ7767!UTM  15      -   0.99995300  x   0.99970314  =   0.99965616
 DQ7767
 DQ7767_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL0840953209(NAD 83)
 DQ7767
 DQ7767                          SUPERSEDED SURVEY CONTROL
 DQ7767
 DQ7767.No superseded survey control is available for this station.
 DQ7767
 DQ7767_MARKER: I = METAL ROD
 DQ7767_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 DQ7767+WITH SETTING: INFORMATION.
 DQ7767_STAMPING: 0502 Y RESET 2017
 DQ7767_MARK LOGO: MNDT
 DQ7767_PROJECTION: RECESSED 5 CENTIMETERS
 DQ7767_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DQ7767_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DQ7767_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ7767+SATELLITE: SATELLITE OBSERVATIONS - March 05, 2019
 DQ7767_ROD/PIPE-DEPTH: 3.3 meters
 DQ7767
 DQ7767  HISTORY     - Date     Condition        Report By
 DQ7767  HISTORY     - 20170413 MONUMENTED       MNDT
 DQ7767  HISTORY     - 20180822 GOOD             MNDT
 DQ7767  HISTORY     - 20190305 GOOD             MNDT
 DQ7767
 DQ7767                          STATION DESCRIPTION
 DQ7767
 DQ7767'DESCRIBED BY MN DEPT OF TRANSP 2017
 DQ7767'THE MARK IS LOCATED ABOUT 4.6 MI (7.4 KM) NORTHWEST OF ST. CLOUD.
 DQ7767'
 DQ7767'TO REACH THE MARK GO 4.7 MI (7.6 KM) NORTH ALONG TRUNK HIGHWAY 10 FROM
 DQ7767'THE JUNCTION OF TRUNK HIGHWAY 10 AND TRUNK HIGHWAY 23 IN ST. CLOUD, AT
 DQ7767'TRUNK HIGHWAY 10 MILE POINT 172.8.
 DQ7767'
 DQ7767'THE MARK IS LOCATED 43.0 FT (13.1 M) WEST OF NORTHBOUND TRUNK HIGHWAY
 DQ7767'10, 32.0 FT (9.8 M) EAST OF SOUTHBOUND TRUNK HIGHWAY 10, 2.4 EAST OF A
 DQ7767'WITNESS POST.
 DQ7767'
 DQ7767'NOTE-THE STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM ROD
 DQ7767'DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION REMOVABLE DISK
 DQ7767'SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH PVC
 DQ7767'PIPE BACK FILLED WITH WASHED SAND.
 DQ7767
 DQ7767                          STATION RECOVERY (2018)
 DQ7767
 DQ7767'RECOVERY NOTE BY MN DEPT OF TRANSP 2018 (MAS)
 DQ7767'4.6 MI (7.4 KM) NORTHWEST OF ST. CLOUD, 4.7 MI (7.6 KM) NORTH ALONG
 DQ7767'TRUNK HIGHWAY 10 FROM THE JUNCTION OF TRUNK HIGHWAY 10 AND TRUNK
 DQ7767'HIGHWAY 23 IN ST. CLOUD, AT TRUNK HIGHWAY 10 MILE POINT 172.8, 43.0 FT
 DQ7767'(13.1 M) WEST OF WESTBOUND TRUNK HIGHWAY 10, 32.0 FT (9.8 M) EAST OF
 DQ7767'EASTBOUND TRUNK HIGHWAY 10, 2.4 FT (0.7 M) EAST OF A WITNESS POST.
 DQ7767
 DQ7767                          STATION RECOVERY (2019)
 DQ7767
 DQ7767'RECOVERY NOTE BY MN DEPT OF TRANSP 2019 (DXK)
 DQ7767'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 AJ8565 ***********************************************************************
 AJ8565  DESIGNATION -  0502 Z
 AJ8565  PID         -  AJ8565
 AJ8565  STATE/COUNTY-  MN/BENTON
 AJ8565  COUNTRY     -  US
 AJ8565  USGS QUAD   -  SAINT CLOUD (2019)
 AJ8565
 AJ8565                         *CURRENT SURVEY CONTROL
 AJ8565  ______________________________________________________________________
 AJ8565* NAD 83(1986) POSITION- 45 36 58.01   (N) 094 10 03.79   (W)   HD_HELD1
 AJ8565* NAVD 88 ORTHO HEIGHT -   341.665 (meters)     1120.95  (feet) ADJUSTED
 AJ8565  ______________________________________________________________________
 AJ8565  GEOID HEIGHT    -        -27.007 (meters)                     GEOID18
 AJ8565  DYNAMIC HEIGHT  -        341.660 (meters)     1120.93  (feet) COMP
 AJ8565  MODELED GRAVITY -    980,590.9   (mgal)                       NAVD 88
 AJ8565
 AJ8565  VERT ORDER      -  SECOND    CLASS I
 AJ8565
 AJ8565.The horizontal coordinates were determined by differentially corrected
 AJ8565.hand held GPS observations or other comparable positioning techniques
 AJ8565.and have an estimated accuracy of +/- 3 meters.
 AJ8565
 AJ8565.The orthometric height was determined by differential leveling and
 AJ8565.adjusted by the NATIONAL GEODETIC SURVEY
 AJ8565.in August 2004.
 AJ8565
 AJ8565.No vertical observational check was made to the station.
 AJ8565
 AJ8565.Significant digits in the geoid height do not necessarily reflect accuracy.
 AJ8565.GEOID18 height accuracy estimate available here.
 AJ8565
 AJ8565.Click photographs - Photos may exist for this station.
 AJ8565
 AJ8565.The dynamic height is computed by dividing the NAVD 88
 AJ8565.geopotential number by the normal gravity value computed on the
 AJ8565.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ8565.degrees latitude (g = 980.6199 gals.).
 AJ8565
 AJ8565.The modeled gravity was interpolated from observed gravity values.
 AJ8565
 AJ8565;                    North         East    Units  Estimated Accuracy
 AJ8565;SPC MN C     -   168,482.8     806,417.7     MT  (+/- 3 meters HH1 GPS) 
 AJ8565
 AJ8565_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL0895752059(NAD 83)
 AJ8565
 AJ8565                          SUPERSEDED SURVEY CONTROL
 AJ8565
 AJ8565.No superseded survey control is available for this station.
 AJ8565
 AJ8565_MARKER: DV = VERTICAL CONTROL DISK
 AJ8565_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AJ8565_SP_SET: BRIDGE RAILING
 AJ8565_STAMPING: 0502 Z 2000
 AJ8565_MARK LOGO: MNDT
 AJ8565_MAGNETIC: N = NO MAGNETIC MATERIAL
 AJ8565_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AJ8565_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AJ8565+SATELLITE: SATELLITE OBSERVATIONS - August 21, 2018
 AJ8565
 AJ8565  HISTORY     - Date     Condition        Report By
 AJ8565  HISTORY     - 2000     MONUMENTED       MNDT
 AJ8565  HISTORY     - 20001019 GOOD             MNDT
 AJ8565  HISTORY     - 20050725 GOOD             MNDT
 AJ8565  HISTORY     - 20080623 GOOD             MNDT
 AJ8565  HISTORY     - 20170413 GOOD             MNDT
 AJ8565  HISTORY     - 20180821 GOOD             MNDT
 AJ8565
 AJ8565                          STATION DESCRIPTION
 AJ8565
 AJ8565'DESCRIBED BY MN DEPT OF TRANSP 2000 (WAS)
 AJ8565'4.0 MI (6.4 KM) NORTH OF ST CLOUD (IN ABUT AT COR OF TH 10 BRIDGE NO
 AJ8565'05007 UNDER CSAH 29,) 4.10 MI (6.60 KM) NORTH ALONG TH 10 FROM JCT OF
 AJ8565'TH 10 AND TH 23 (1.0 MI EAST OF ST CLOUD,) AT TH 10 MP 173.9, 17.0 FT
 AJ8565'(5.2 M) SE OF EB CO RD 29, 37 FT (11.3 M) SE OF CONC ISLAND, 1.3 FT
 AJ8565'(0.4 M) SW OF END OF BRIDGE RAIL.  DISK WAS SET IN BRIDGE WHEN BUILT
 AJ8565'IN 1995 THEN STAMPED IN 2000 FOR THIS LEVELING PROJECT.
 AJ8565
 AJ8565                          STATION RECOVERY (2005)
 AJ8565
 AJ8565'RECOVERY NOTE BY MN DEPT OF TRANSP 2005 (JBG)
 AJ8565'4.0 MILES NORTH OF SAINT CLOUD, 4.10 MILES NORTH ALONG TRUNK HIGHWAY
 AJ8565'10 FROM JUNCTION OF TRUNK HIGHWAY 10 AND TRUNK HIGHWAY 23 (1.0 MILES
 AJ8565'EAST OF SAINT CLOUD), AT TRUNK HIGHWAY 10 MILEPOINT 173.9,
 AJ8565'
 AJ8565'17.0 FEET EAST-SOUTHEAST OF EASTBOUND COUNTY ROAD 29, 1.3 FEET
 AJ8565'SOUTHWEST OF END OF BRIDGE ABUTMENT.
 AJ8565
 AJ8565                          STATION RECOVERY (2008)
 AJ8565
 AJ8565'RECOVERY NOTE BY MN DEPT OF TRANSP 2008 (MPP)
 AJ8565'THE MARK IS LOCATED ABOUT 7.9 MI (12.7 KM) SOUTHEAST OF SAINT STEPHEN,
 AJ8565'7.3 MI (11.7 KM) SOUTH-SOUTHWEST OF MAYHEW AND 3.8 MI (6.1 KM) NORTH
 AJ8565'OF SAINT CLOUD.
 AJ8565'
 AJ8565'TO REACH TO THE MARK GO 4.0 MI (6.4 KM) NORTH OF SAINT CLOUD, 4.10 MI
 AJ8565'(6.6 KM) NORTH ALONG TRUNK HIGHWAY 10 FROM THE JUNCTION OF TRUNK
 AJ8565'HIGHWAY 10 AND TRUNK HIGHWAY 23 AT TRUNK HIGHWAY 10 MILE POINT 173.9,
 AJ8565'IN EAST OF BRIDGE IN SOUTHEAST CORNER, 17.0 FT (5.2 M) EAST-SOUTHEAST
 AJ8565'OF EASTBOUND COUNTY ROAD 29, 1.3 FT (0.4 M) SOUTHWEST OF END OF BRIDGE
 AJ8565'RAIL.
 AJ8565
 AJ8565                          STATION RECOVERY (2017)
 AJ8565
 AJ8565'RECOVERY NOTE BY MN DEPT OF TRANSP 2017 (KMS)
 AJ8565'RECOVERED IN GOOD CONDITION.
 AJ8565
 AJ8565                          STATION RECOVERY (2018)
 AJ8565
 AJ8565'RECOVERY NOTE BY MN DEPT OF TRANSP 2018 (MAS)
 AJ8565'IN SAUK RAPIDS, IN THE RAILING IN THE SOUTHEAST CORNER OF COUNTY ROAD
 AJ8565'29 BRIDGE NUMBER 05007 OVER TRUNK HIGHWAY 10, 3.7 MI (6.0 KM) NORTH
 AJ8565'ALONG TRUNK HIGHWAY 10 FROM THE JUNCTION OF TRUNK HIGHWAY 10 AND TRUNK
 AJ8565'HIGHWAY 23 IN ST. CLOUD, AT TRUNK HIGHWAY 10 MILE POINT 173.9, 17.0 FT
 AJ8565'(5.2 M) EAST-SOUTHEAST OF EASTBOUND COUNTY ROAD 29, 1.3 FT (0.4 M)
 AJ8565'SOUTHWEST OF THE END OF A BRIDGE RAIL.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DN6046 ***********************************************************************
 DN6046  DESIGNATION -  0503 AA RESET
 DN6046  PID         -  DN6046
 DN6046  STATE/COUNTY-  MN/BENTON
 DN6046  COUNTRY     -  US
 DN6046  USGS QUAD   -  FOLEY (2019)
 DN6046
 DN6046                         *CURRENT SURVEY CONTROL
 DN6046  ______________________________________________________________________
 DN6046* NAD 83(1986) POSITION- 45 39 26.49   (N) 093 56 07.97   (W)   HD_HELD1
 DN6046* NAVD 88 ORTHO HEIGHT -   351.432 (meters)     1152.99  (feet) ADJUSTED
 DN6046  ______________________________________________________________________
 DN6046  GEOID HEIGHT    -        -27.305 (meters)                     GEOID18
 DN6046  DYNAMIC HEIGHT  -        351.424 (meters)     1152.96  (feet) COMP
 DN6046  MODELED GRAVITY -    980,582.6   (mgal)                       NAVD 88
 DN6046
 DN6046  VERT ORDER      -  SECOND    CLASS I
 DN6046
 DN6046.The horizontal coordinates were determined by differentially corrected
 DN6046.hand held GPS observations or other comparable positioning techniques
 DN6046.and have an estimated accuracy of +/- 3 meters.
 DN6046
 DN6046.The orthometric height was determined by differential leveling and
 DN6046.adjusted by the NATIONAL GEODETIC SURVEY
 DN6046.in October 2012.
 DN6046
 DN6046.Significant digits in the geoid height do not necessarily reflect accuracy.
 DN6046.GEOID18 height accuracy estimate available here.
 DN6046
 DN6046.Click photographs - Photos may exist for this station.
 DN6046
 DN6046.The dynamic height is computed by dividing the NAVD 88
 DN6046.geopotential number by the normal gravity value computed on the
 DN6046.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN6046.degrees latitude (g = 980.6199 gals.).
 DN6046
 DN6046.The modeled gravity was interpolated from observed gravity values.
 DN6046
 DN6046;                    North         East    Units  Estimated Accuracy
 DN6046;SPC MN C     -   173,112.1     824,508.2     MT  (+/- 3 meters HH1 GPS) 
 DN6046
 DN6046_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL2711256404(NAD 83)
 DN6046
 DN6046                          SUPERSEDED SURVEY CONTROL
 DN6046
 DN6046.No superseded survey control is available for this station.
 DN6046
 DN6046_MARKER: I = METAL ROD
 DN6046_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DN6046_STAMPING: 0503 AA RESET 2010
 DN6046_MARK LOGO: MNDT
 DN6046_PROJECTION: RECESSED 8 CENTIMETERS
 DN6046_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DN6046_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DN6046_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DN6046+SATELLITE: SATELLITE OBSERVATIONS - August 07, 2018
 DN6046_ROD/PIPE-DEPTH: 6.1 meters
 DN6046
 DN6046  HISTORY     - Date     Condition        Report By
 DN6046  HISTORY     - 20100429 MONUMENTED       MNDT
 DN6046  HISTORY     - 20170425 GOOD             MNDT
 DN6046  HISTORY     - 20180807 GOOD             MNDT
 DN6046  HISTORY     - 20180807 GOOD             MNDT
 DN6046
 DN6046                          STATION DESCRIPTION
 DN6046
 DN6046'DESCRIBED BY MN DEPT OF TRANSP 2010
 DN6046'THE MARK IS 1.5 MI (2.4 KM) SOUTHWEST OF FOLEY.
 DN6046'
 DN6046'TO REACH THE MARK GO 0.8 MI (1.3 KM) SOUTHWEST ALONG TRUNK HIGHWAY 23
 DN6046'FROM THE JUNCTION OF TRUNK HIGHWAY 23 AND TRUNK HIGHWAY 25 IN FOLEY,
 DN6046'AT TRUNK HIGHWAY 23 MILE POINT 220.1.
 DN6046'
 DN6046'IT IS 123.0 FT (37.5 M) EAST OF TRUNK HIGHWAY 23, 22.0 FT (6.7 M) EAST
 DN6046'OF CIRCLE DRIVE IN POST AREA, 1.2 FT (0.4 M) NORTH OF FOLEY LION CLUB
 DN6046'PARK SIGN, 1.8 FT (0.5 M) NORTHWEST OF A WITNESS POST.
 DN6046'
 DN6046'NOTE - THE STATION MARK CONSISTS OF A 3/4 INCH (19 MM) DIAMETER
 DN6046'ALUMINUM ROD DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL MARK
 DN6046'REMOVABLE DISK SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY
 DN6046'A SIX-INCH PVC PIPE BACKFILLED WITH WASHED SAND.
 DN6046
 DN6046                          STATION RECOVERY (2017)
 DN6046
 DN6046'RECOVERY NOTE BY MN DEPT OF TRANSP 2017 (MAS)
 DN6046'RECOVERED AS DESCRIBED.
 DN6046'
 DN6046'NOTE-THE STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM ROD
 DN6046'DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION REMOVABLE DISK
 DN6046'SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH PVC
 DN6046'PIPE BACK FILLED WITH WASHED SAND.
 DN6046
 DN6046                          STATION RECOVERY (2018)
 DN6046
 DN6046'RECOVERY NOTE BY MN DEPT OF TRANSP 2018 (KDJ)
 DN6046'RECOVERED AS DESCRIBED.
 DN6046'
 DN6046'NOTE-THE STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM ROD
 DN6046'DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION REMOVABLE DISK
 DN6046'SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH PVC
 DN6046'PIPE BACK FILLED WITH WASHED SAND.
 DN6046
 DN6046                          STATION RECOVERY (2018)
 DN6046
 DN6046'RECOVERY NOTE BY MN DEPT OF TRANSP 2018 (KDJ)
 DN6046'1.5 MI (2.4 KM) SOUTHWEST OF FOLEY, 0.65 MI (1.05 KM) SOUTHWEST ALONG
 DN6046'TRUNK HIGHWAY 23 FROM THE JUNCTION OF TRUNK HIGHWAY 23 AND TRUNK
 DN6046'HIGHWAY 25 IN FOLEY TO TRUNK HIGHWAY 23 MILE POINT 220.3, THEN 0.05 MI
 DN6046'(0.08 KM) SOUTHEAST ON 11TH AVENUE NORTHEAST, THEN 0.15 MI (0.24 KM)
 DN6046'SOUTHWEST ON GLEN STREET NORTHEAST, 123.0 FT (37.5 M) SOUTHEAST OF
 DN6046'GLEN STREET NORTHEAST, 22.0 FT (6.7 M) EAST OF CIRCLE DRIVE, 1.8 FT
 DN6046'(0.5 M) NORTH-NORTHEAST OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DN9611 ***********************************************************************
 DN9611  DESIGNATION -  0503 AB RESET
 DN9611  PID         -  DN9611
 DN9611  STATE/COUNTY-  MN/BENTON
 DN9611  COUNTRY     -  US
 DN9611  USGS QUAD   -  SAINT CLOUD (2019)
 DN9611
 DN9611                         *CURRENT SURVEY CONTROL
 DN9611  ______________________________________________________________________
 DN9611* NAD 83(1986) POSITION- 45 33 43.48   (N) 094 09 01.97   (W)   HD_HELD1
 DN9611* NAVD 88 ORTHO HEIGHT -   311.446 (meters)     1021.80  (feet) ADJUSTED
 DN9611  ______________________________________________________________________
 DN9611  GEOID HEIGHT    -        -27.093 (meters)                     GEOID18
 DN9611  DYNAMIC HEIGHT  -        311.440 (meters)     1021.78  (feet) COMP
 DN9611  MODELED GRAVITY -    980,586.2   (mgal)                       NAVD 88
 DN9611
 DN9611  VERT ORDER      -  SECOND    CLASS I
 DN9611
 DN9611.The horizontal coordinates were determined by differentially corrected
 DN9611.hand held GPS observations or other comparable positioning techniques
 DN9611.and have an estimated accuracy of +/- 3 meters.
 DN9611
 DN9611.The orthometric height was determined by differential leveling and
 DN9611.adjusted by the NATIONAL GEODETIC SURVEY
 DN9611.in February 2013.
 DN9611
 DN9611.Significant digits in the geoid height do not necessarily reflect accuracy.
 DN9611.GEOID18 height accuracy estimate available here.
 DN9611
 DN9611.Click photographs - Photos may exist for this station.
 DN9611
 DN9611.The dynamic height is computed by dividing the NAVD 88
 DN9611.geopotential number by the normal gravity value computed on the
 DN9611.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN9611.degrees latitude (g = 980.6199 gals.).
 DN9611
 DN9611.The modeled gravity was interpolated from observed gravity values.
 DN9611
 DN9611;                    North         East    Units  Estimated Accuracy
 DN9611;SPC MN C     -   162,478.5     807,764.6     MT  (+/- 3 meters HH1 GPS) 
 DN9611
 DN9611_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL1021046036(NAD 83)
 DN9611
 DN9611                          SUPERSEDED SURVEY CONTROL
 DN9611
 DN9611.No superseded survey control is available for this station.
 DN9611
 DN9611_MARKER: I = METAL ROD
 DN9611_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DN9611_STAMPING: 0503 AB RESET 2011
 DN9611_MARK LOGO: MNDT
 DN9611_PROJECTION: RECESSED 10 CENTIMETERS
 DN9611_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DN9611_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DN9611_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DN9611+SATELLITE: SATELLITE OBSERVATIONS - August 08, 2018
 DN9611_ROD/PIPE-DEPTH: 6.7 meters
 DN9611
 DN9611  HISTORY     - Date     Condition        Report By
 DN9611  HISTORY     - 20110407 MONUMENTED       MNDT
 DN9611  HISTORY     - 20170425 GOOD             MNDT
 DN9611  HISTORY     - 20180808 GOOD             MNDT
 DN9611
 DN9611                          STATION DESCRIPTION
 DN9611
 DN9611'DESCRIBED BY MN DEPT OF TRANSP 2011
 DN9611'THE MARK IS IN SAINT CLOUD.
 DN9611'
 DN9611'TO REACH THE MARK GO 0.6 MI (1.0 KM) SOUTHWEST ALONG TRUNK HIGHWAY 23
 DN9611'FROM THE JUNCTION OF TRUNK HIGHWAY 23 (DIVISION STREET) AND TRUNK
 DN9611'HIGHWAY 10, AT TRUNK HIGHWAY 23 MILE POINT 207.25.
 DN9611'
 DN9611'IT IS 80.0 FT (24.4 M) NORTHWEST OF WESTBOUND TRUNK HIGHWAY 23, 62.2
 DN9611'FT (19.0 M) NORTHEAST OF RIVERSIDE DRIVE, 15.8 FT (4.8 M) EAST OF THE
 DN9611'SOUTHWEST CORNER OF GARAGE, 2.6 FT (0.8 M) SOUTHEAST OF A WITNESS
 DN9611'POST.
 DN9611'
 DN9611'NOTE - THE STATION MARK CONSISTS OF A 3/4 INCH (19 MM) DIAMETER
 DN9611'ALUMINUM ROD DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL MARK
 DN9611'REMOVABLE DISK SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY
 DN9611'A SIX-INCH PVC PIPE BACKFILLED WITH WASHED SAND.
 DN9611
 DN9611                          STATION RECOVERY (2017)
 DN9611
 DN9611'RECOVERY NOTE BY MN DEPT OF TRANSP 2017 (MAS)
 DN9611'RECOVERED AS DESCRIBED.
 DN9611'
 DN9611'NOTE-THE STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM ROD
 DN9611'DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION REMOVABLE DISK
 DN9611'SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH PVC
 DN9611'PIPE BACK FILLED WITH WASHED SAND.
 DN9611
 DN9611                          STATION RECOVERY (2018)
 DN9611
 DN9611'RECOVERY NOTE BY MN DEPT OF TRANSP 2018 (MAS)
 DN9611'IN ST. CLOUD, 0.6 MI (1.0 KM) SOUTHWEST ALONG TRUNK HIGHWAY 23 FROM
 DN9611'THE JUNCTION OF TRUNK HIGHWAY 23 (DIVISION STREET) AND TRUNK HIGHWAY
 DN9611'10, AT TRUNK HIGHWAY 23 MILE POINT 207.25, 80.0 FT (24.4 M) NORTHWEST
 DN9611'OF WESTBOUND TRUNK HIGHWAY 23, 62.2 FT (19.0 M) NORTHEAST OF RIVERSIDE
 DN9611'DRIVE, 15.8 FT (4.8 M) EAST OF THE SOUTHWEST CORNER OF A GARAGE, 2.6
 DN9611'FT (0.8 M) SOUTHEAST OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DN9612 ***********************************************************************
 DN9612  DESIGNATION -  0503 AC
 DN9612  PID         -  DN9612
 DN9612  STATE/COUNTY-  MN/BENTON
 DN9612  COUNTRY     -  US
 DN9612  USGS QUAD   -  SAINT CLOUD (2019)
 DN9612
 DN9612                         *CURRENT SURVEY CONTROL
 DN9612  ______________________________________________________________________
 DN9612* NAD 83(1986) POSITION- 45 33 42.4    (N) 094 09 00.8    (W)   HD_HELD2
 DN9612* NAVD 88 ORTHO HEIGHT -   314.683 (meters)     1032.42  (feet) ADJUSTED
 DN9612  ______________________________________________________________________
 DN9612  GEOID HEIGHT    -        -27.094 (meters)                     GEOID18
 DN9612  DYNAMIC HEIGHT  -        314.676 (meters)     1032.40  (feet) COMP
 DN9612  MODELED GRAVITY -    980,586.2   (mgal)                       NAVD 88
 DN9612
 DN9612  VERT ORDER      -  SECOND    CLASS I
 DN9612
 DN9612.The horizontal coordinates were established by autonomous hand held GPS
 DN9612.observations and have an estimated accuracy of +/- 10 meters.
 DN9612
 DN9612.The orthometric height was determined by differential leveling and
 DN9612.adjusted by the NATIONAL GEODETIC SURVEY
 DN9612.in February 2013.
 DN9612
 DN9612.Significant digits in the geoid height do not necessarily reflect accuracy.
 DN9612.GEOID18 height accuracy estimate available here.
 DN9612
 DN9612.Click photographs - Photos may exist for this station.
 DN9612
 DN9612.The dynamic height is computed by dividing the NAVD 88
 DN9612.geopotential number by the normal gravity value computed on the
 DN9612.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN9612.degrees latitude (g = 980.6199 gals.).
 DN9612
 DN9612.The modeled gravity was interpolated from observed gravity values.
 DN9612
 DN9612;                    North         East    Units  Estimated Accuracy
 DN9612;SPC MN C     -   162,445.      807,790.      MT  (+/- 10 meters HH2 GPS)
 DN9612
 DN9612_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL1023546003(NAD 83)
 DN9612
 DN9612                          SUPERSEDED SURVEY CONTROL
 DN9612
 DN9612.No superseded survey control is available for this station.
 DN9612
 DN9612_MARKER: DD = SURVEY DISK
 DN9612_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DN9612_SP_SET: BRIDGE RAILING
 DN9612_STAMPING: 0503 AC 2009
 DN9612_MARK LOGO: MNDT
 DN9612_MAGNETIC: N = NO MAGNETIC MATERIAL
 DN9612_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DN9612_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DN9612+SATELLITE: SATELLITE OBSERVATIONS - August 08, 2018
 DN9612
 DN9612  HISTORY     - Date     Condition        Report By
 DN9612  HISTORY     - 20090401 MONUMENTED       MNDT
 DN9612  HISTORY     - 20110407 GOOD             MNDT
 DN9612  HISTORY     - 20180808 GOOD             MNDT
 DN9612
 DN9612                          STATION DESCRIPTION
 DN9612
 DN9612'DESCRIBED BY MN DEPT OF TRANSP 2011 (MAS)
 DN9612'THE MARK IS IN SAINT CLOUD.
 DN9612'
 DN9612'TO REACH THE MARK GO 0.6 MI (1.0 KM) SOUTHWEST ALONG TRUNK HIGHWAY 23
 DN9612'FROM THE JUNCTION OF TRUNK HIGHWAY 23 AND TRUNK HIGHWAY 10, IN BRIDGE
 DN9612'RAILING IN SOUTHEAST CORNER OF TRUNK HIGHWAY 23 BRIDGE NUMBER 73014
 DN9612'OVER MISSISSIPPI RIVER.
 DN9612'
 DN9612'IT IS 26.0 FT (7.9 M) SOUTH OF TRUNK HIGHWAY 23.
 DN9612
 DN9612                          STATION RECOVERY (2018)
 DN9612
 DN9612'RECOVERY NOTE BY MN DEPT OF TRANSP 2018 (MAS)
 DN9612'IN ST. CLOUD, IN THE BRIDGE RAILING IN THE SOUTHEAST CORNER OF TRUNK
 DN9612'HIGHWAY 23 BRIDGE NUMBER 73014 OVER THE MISSISSIPPI RIVER, 0.6 MI (1.0
 DN9612'KM) SOUTHWEST ALONG TRUNK HIGHWAY 23 FROM THE JUNCTION OF TRUNK
 DN9612'HIGHWAY 23 AND TRUNK HIGHWAY 10 IN ST. CLOUD, 26.0 FT (7.9 M) SOUTH OF
 DN9612'TRUNK HIGHWAY 23.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DQ7871 ***********************************************************************
 DQ7871  DESIGNATION -  0503 AD
 DQ7871  PID         -  DQ7871
 DQ7871  STATE/COUNTY-  MN/BENTON
 DQ7871  COUNTRY     -  US
 DQ7871  USGS QUAD   -  FOLEY (2019)
 DQ7871
 DQ7871                         *CURRENT SURVEY CONTROL
 DQ7871  ______________________________________________________________________
 DQ7871* NAD 83(2011) POSITION- 45 39 33.44921(N) 093 56 08.98013(W)   ADJUSTED
 DQ7871* NAD 83(2011) ELLIP HT-   324.753 (meters)        (03/30/20)   ADJUSTED
 DQ7871* NAD 83(2011) EPOCH   -  2010.00
 DQ7871* NAVD 88 ORTHO HEIGHT -   352.063 (meters)     1155.06  (feet) ADJUSTED
 DQ7871  ______________________________________________________________________
 DQ7871  GEOID HEIGHT    -        -27.302 (meters)                     GEOID18
 DQ7871  NAD 83(2011) X  -   -306,522.467 (meters)                     COMP
 DQ7871  NAD 83(2011) Y  - -4,455,177.300 (meters)                     COMP
 DQ7871  NAD 83(2011) Z  -  4,539,092.899 (meters)                     COMP
 DQ7871  LAPLACE CORR    -         -3.91  (seconds)                    DEFLEC18
 DQ7871  DYNAMIC HEIGHT  -        352.055 (meters)     1155.03  (feet) COMP
 DQ7871  MODELED GRAVITY -    980,582.6   (mgal)                       NAVD 88
 DQ7871
 DQ7871  VERT ORDER      -  SECOND    CLASS I
 DQ7871
 DQ7871  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DQ7871  Standards:
 DQ7871         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DQ7871            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DQ7871  -------------------------------------------------------------------
 DQ7871  NETWORK    0.73   1.16           0.34   0.24   0.59      0.04642873
 DQ7871  -------------------------------------------------------------------
 DQ7871  Click here for local accuracies and other accuracy information.
 DQ7871
 DQ7871.The horizontal coordinates were established by GPS observations
 DQ7871.and adjusted by the MN DEPT OF TRANSP in March 2020.
 DQ7871
 DQ7871.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DQ7871.been affixed to the stable North American tectonic plate. See 
 DQ7871.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DQ7871
 DQ7871.The horizontal coordinates are valid at the epoch date displayed above
 DQ7871.which is a decimal equivalence of Year/Month/Day.
 DQ7871
 DQ7871.The orthometric height was determined by differential leveling and
 DQ7871.adjusted by the NATIONAL GEODETIC SURVEY
 DQ7871.in May 2018.
 DQ7871
 DQ7871.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ7871.GEOID18 height accuracy estimate available here.
 DQ7871
 DQ7871.Click photographs - Photos may exist for this station.
 DQ7871
 DQ7871.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DQ7871
 DQ7871.The Laplace correction was computed from DEFLEC18 derived deflections.
 DQ7871
 DQ7871.The ellipsoidal height was determined by GPS observations
 DQ7871.and is referenced to NAD 83.
 DQ7871
 DQ7871.The dynamic height is computed by dividing the NAVD 88
 DQ7871.geopotential number by the normal gravity value computed on the
 DQ7871.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ7871.degrees latitude (g = 980.6199 gals.).
 DQ7871
 DQ7871.The modeled gravity was interpolated from observed gravity values.
 DQ7871
 DQ7871. The following values were computed from the NAD 83(2011) position.
 DQ7871
 DQ7871;                    North         East     Units Scale Factor Converg.
 DQ7871;SPC MN C     -   173,326.895   824,485.471   MT  0.99999104   +0 13 38.2
 DQ7871;SPC MN C     -   568,656.65  2,704,999.42   sFT  0.99999104   +0 13 38.2
 DQ7871;UTM  15      - 5,056,619.417   427,093.284   MT  0.99966535   -0 40 09.6
 DQ7871
 DQ7871!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DQ7871!SPC MN C     -   0.99994909  x   0.99999104  =   0.99994013
 DQ7871!UTM  15      -   0.99994909  x   0.99966535  =   0.99961446
 DQ7871
 DQ7871_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL2709356619(NAD 83)
 DQ7871
 DQ7871                          SUPERSEDED SURVEY CONTROL
 DQ7871
 DQ7871.No superseded survey control is available for this station.
 DQ7871
 DQ7871_MARKER: I = METAL ROD
 DQ7871_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DQ7871_STAMPING: 0503 AD 2017
 DQ7871_MARK LOGO: MNDT
 DQ7871_PROJECTION: RECESSED 5 CENTIMETERS
 DQ7871_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DQ7871_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ7871_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ7871+SATELLITE: SATELLITE OBSERVATIONS - June 10, 2020
 DQ7871_ROD/PIPE-DEPTH: 5.8 meters
 DQ7871
 DQ7871  HISTORY     - Date     Condition        Report By
 DQ7871  HISTORY     - 20170530 MONUMENTED       MNDT
 DQ7871  HISTORY     - 20180807 GOOD             MNDT
 DQ7871  HISTORY     - 20190327 GOOD             MNDT
 DQ7871  HISTORY     - 20200610 GOOD             MNDT
 DQ7871
 DQ7871                          STATION DESCRIPTION
 DQ7871
 DQ7871'DESCRIBED BY MN DEPT OF TRANSP 2017
 DQ7871'THE MARK IS LOCATED ABOUT 1.4 MI (2.3 KM) SOUTHWEST OF FOLEY.
 DQ7871'
 DQ7871'TO REACH THE MARK GO 0.8 MI (1.3 KM) SOUTHWEST ALONG TRUNK HIGHWAY 23
 DQ7871'FROM THE JUNCTION OF TRUNK HIGHWAY 23 AND TRUNK HIGHWAY 25 IN FOLEY,
 DQ7871'AT TRUNK HIGHWAY 23 MILE POINT 220.25.
 DQ7871'
 DQ7871'THE MARK IS LOCATED 71.4 FT (21.8 M) SOUTHEAST OF EASTBOUND TRUNK
 DQ7871'HIGHWAY 23, 5.0 FT (1.5 M) NORTHWEST OF A RIGHT-OF-WAY POST, 1.5 FT
 DQ7871'(0.5 M) NORTHWEST OF A WITNESS POST.
 DQ7871'
 DQ7871'NOTE-THE STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM ROD
 DQ7871'DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION REMOVABLE DISK
 DQ7871'SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH PVC
 DQ7871'PIPE BACK FILLED WITH WASHED SAND.
 DQ7871
 DQ7871                          STATION RECOVERY (2018)
 DQ7871
 DQ7871'RECOVERY NOTE BY MN DEPT OF TRANSP 2018 (KDJ)
 DQ7871'1.4 MI (2.3 KM) SOUTHWEST OF FOLEY, 0.8 MI (1.3 KM) SOUTHWEST ALONG
 DQ7871'TRUNK HIGHWAY 23 FROM THE JUNCTION OF TRUNK HIGHWAY 23 AND TRUNK
 DQ7871'HIGHWAY 25 IN FOLEY, AT TRUNK HIGHWAY 23 MILE POINT 220.25, 71.4 FT
 DQ7871'(21.8 M) SOUTHEAST OF EASTBOUND TRUNK HIGHWAY 23, 5.0 FT (1.5 M)
 DQ7871'NORTHWEST OF A RIGHT-OF-WAY POST, 1.5 FT (0.5 M) NORTHWEST OF A
 DQ7871'WITNESS POST.
 DQ7871
 DQ7871                          STATION RECOVERY (2019)
 DQ7871
 DQ7871'RECOVERY NOTE BY MN DEPT OF TRANSP 2019 (KXS)
 DQ7871'RECOVERED AS DESCRIBED.
 DQ7871
 DQ7871                          STATION RECOVERY (2020)
 DQ7871
 DQ7871'RECOVERY NOTE BY MN DEPT OF TRANSP 2020 (TJD)
 DQ7871'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DQ7870 ***********************************************************************
 DQ7870  DESIGNATION -  0503 AE
 DQ7870  PID         -  DQ7870
 DQ7870  STATE/COUNTY-  MN/BENTON
 DQ7870  COUNTRY     -  US
 DQ7870  USGS QUAD   -  FOLEY (2019)
 DQ7870
 DQ7870                         *CURRENT SURVEY CONTROL
 DQ7870  ______________________________________________________________________
 DQ7870* NAD 83(2011) POSITION- 45 39 07.54227(N) 093 57 17.37758(W)   ADJUSTED
 DQ7870* NAD 83(2011) ELLIP HT-   322.802 (meters)        (03/30/20)   ADJUSTED
 DQ7870* NAD 83(2011) EPOCH   -  2010.00
 DQ7870* NAVD 88 ORTHO HEIGHT -   350.082 (meters)     1148.56  (feet) ADJUSTED
 DQ7870  ______________________________________________________________________
 DQ7870  GEOID HEIGHT    -        -27.282 (meters)                     GEOID18
 DQ7870  NAD 83(2011) X  -   -308,039.147 (meters)                     COMP
 DQ7870  NAD 83(2011) Y  - -4,455,644.725 (meters)                     COMP
 DQ7870  NAD 83(2011) Z  -  4,538,532.413 (meters)                     COMP
 DQ7870  LAPLACE CORR    -         -3.93  (seconds)                    DEFLEC18
 DQ7870  DYNAMIC HEIGHT  -        350.075 (meters)     1148.54  (feet) COMP
 DQ7870  MODELED GRAVITY -    980,583.4   (mgal)                       NAVD 88
 DQ7870
 DQ7870  VERT ORDER      -  SECOND    CLASS I
 DQ7870
 DQ7870  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DQ7870  Standards:
 DQ7870         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DQ7870            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DQ7870  -------------------------------------------------------------------
 DQ7870  NETWORK    0.72   1.14           0.33   0.24   0.58      0.05936489
 DQ7870  -------------------------------------------------------------------
 DQ7870  Click here for local accuracies and other accuracy information.
 DQ7870
 DQ7870.The horizontal coordinates were established by GPS observations
 DQ7870.and adjusted by the MN DEPT OF TRANSP in March 2020.
 DQ7870
 DQ7870.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DQ7870.been affixed to the stable North American tectonic plate. See 
 DQ7870.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DQ7870
 DQ7870.The horizontal coordinates are valid at the epoch date displayed above
 DQ7870.which is a decimal equivalence of Year/Month/Day.
 DQ7870
 DQ7870.The orthometric height was determined by differential leveling and
 DQ7870.adjusted by the NATIONAL GEODETIC SURVEY
 DQ7870.in May 2018.
 DQ7870
 DQ7870.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ7870.GEOID18 height accuracy estimate available here.
 DQ7870
 DQ7870.Click photographs - Photos may exist for this station.
 DQ7870
 DQ7870.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DQ7870
 DQ7870.The Laplace correction was computed from DEFLEC18 derived deflections.
 DQ7870
 DQ7870.The ellipsoidal height was determined by GPS observations
 DQ7870.and is referenced to NAD 83.
 DQ7870
 DQ7870.The dynamic height is computed by dividing the NAVD 88
 DQ7870.geopotential number by the normal gravity value computed on the
 DQ7870.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ7870.degrees latitude (g = 980.6199 gals.).
 DQ7870
 DQ7870.The modeled gravity was interpolated from observed gravity values.
 DQ7870
 DQ7870. The following values were computed from the NAD 83(2011) position.
 DQ7870
 DQ7870;                    North         East     Units Scale Factor Converg.
 DQ7870;SPC MN C     -   172,521.374   823,007.721   MT  0.99999251   +0 12 48.7
 DQ7870;SPC MN C     -   566,013.87  2,700,151.16   sFT  0.99999251   +0 12 48.7
 DQ7870;UTM  15      - 5,055,837.369   425,603.596   MT  0.99966805   -0 40 58.2
 DQ7870
 DQ7870!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DQ7870!SPC MN C     -   0.99994940  x   0.99999251  =   0.99994191
 DQ7870!UTM  15      -   0.99994940  x   0.99966805  =   0.99961746
 DQ7870
 DQ7870_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL2560355837(NAD 83)
 DQ7870
 DQ7870                          SUPERSEDED SURVEY CONTROL
 DQ7870
 DQ7870.No superseded survey control is available for this station.
 DQ7870
 DQ7870_MARKER: I = METAL ROD
 DQ7870_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DQ7870_STAMPING: 0503 AE 2017
 DQ7870_MARK LOGO: MNDT
 DQ7870_PROJECTION: RECESSED 5 CENTIMETERS
 DQ7870_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DQ7870_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ7870_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ7870+SATELLITE: SATELLITE OBSERVATIONS - March 26, 2019
 DQ7870_ROD/PIPE-DEPTH: 4.3 meters
 DQ7870
 DQ7870  HISTORY     - Date     Condition        Report By
 DQ7870  HISTORY     - 20170524 MONUMENTED       MNDT
 DQ7870  HISTORY     - 20180807 GOOD             MNDT
 DQ7870  HISTORY     - 20180807 GOOD             MNDT
 DQ7870  HISTORY     - 20190326 GOOD             MNDT
 DQ7870
 DQ7870                          STATION DESCRIPTION
 DQ7870
 DQ7870'DESCRIBED BY MN DEPT OF TRANSP 2017
 DQ7870'THE MARK IS LOCATED ABOUT 2.4 MI (3.9 KM) SOUTHWEST OF FOLEY.
 DQ7870'
 DQ7870'TO REACH THE MARK GO 1.8 MI (2.9 KM) SOUTHWEST ALONG TRUNK HIGHWAY 23
 DQ7870'FROM THE JUNCTION OF TRUNK HIGHWAY 23 AND TRUNK HIGHWAY 25 IN FOLEY,
 DQ7870'AT TRUNK HIGHWAY 23 MILE POINT 219.1.
 DQ7870'
 DQ7870'THE MARK IS LOCATED 62.4 FT (19.0 M) NORTH-NORTHWEST OF WESTBOUND
 DQ7870'TRUNK HIGHWAY 23, 12.1 FT (3.7 M) SOUTH-SOUTHEAST OF A RIGHT-OF-WAY
 DQ7870'POST, 12.1 FT (3.7 M) SOUTH-SOUTHEAST OF A WITNESS POST.
 DQ7870'
 DQ7870'NOTE-THE STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM ROD
 DQ7870'DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION REMOVABLE DISK
 DQ7870'SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH PVC
 DQ7870'PIPE BACK FILLED WITH WASHED SAND.
 DQ7870
 DQ7870                          STATION RECOVERY (2018)
 DQ7870
 DQ7870'RECOVERY NOTE BY MN DEPT OF TRANSP 2018 (KDJ)
 DQ7870'RECOVERED AS DESCRIBED.
 DQ7870'
 DQ7870'NOTE-THE STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM ROD
 DQ7870'DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION REMOVABLE DISK
 DQ7870'SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH PVC
 DQ7870'PIPE BACK FILLED WITH WASHED SAND.
 DQ7870
 DQ7870                          STATION RECOVERY (2018)
 DQ7870
 DQ7870'RECOVERY NOTE BY MN DEPT OF TRANSP 2018 (KDJ)
 DQ7870'2.4 MI (3.9 KM) SOUTHWEST OF FOLEY, 1.8 MI (2.9 KM) SOUTHWEST ALONG
 DQ7870'TRUNK HIGHWAY 23 FROM THE JUNCTION OF TRUNK HIGHWAY 23 AND TRUNK
 DQ7870'HIGHWAY 25 IN FOLEY, AT TRUNK HIGHWAY 23 MILE POINT 219.1, 62.4 FT
 DQ7870'(19.0 M) NORTH-NORTHWEST OF WESTBOUND TRUNK HIGHWAY 23, 12.1 FT (3.7
 DQ7870'M) SOUTH-SOUTHEAST OF A RIGHT-OF-WAY POST, 12.1 FT (3.7 M)
 DQ7870'SOUTH-SOUTHEAST OF A WITNESS POST.
 DQ7870
 DQ7870                          STATION RECOVERY (2019)
 DQ7870
 DQ7870'RECOVERY NOTE BY MN DEPT OF TRANSP 2019 (BXG)
 DQ7870'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DQ7868 ***********************************************************************
 DQ7868  DESIGNATION -  0503 AF
 DQ7868  PID         -  DQ7868
 DQ7868  STATE/COUNTY-  MN/BENTON
 DQ7868  COUNTRY     -  US
 DQ7868  USGS QUAD   -  FOLEY (2019)
 DQ7868
 DQ7868                         *CURRENT SURVEY CONTROL
 DQ7868  ______________________________________________________________________
 DQ7868* NAD 83(2011) POSITION- 45 38 19.07042(N) 093 58 46.00654(W)   ADJUSTED
 DQ7868* NAD 83(2011) ELLIP HT-   317.844 (meters)        (03/30/20)   ADJUSTED
 DQ7868* NAD 83(2011) EPOCH   -  2010.00
 DQ7868* NAVD 88 ORTHO HEIGHT -   345.113 (meters)     1132.26  (feet) ADJUSTED
 DQ7868  ______________________________________________________________________
 DQ7868  GEOID HEIGHT    -        -27.260 (meters)                     GEOID18
 DQ7868  NAD 83(2011) X  -   -310,027.666 (meters)                     COMP
 DQ7868  NAD 83(2011) Y  - -4,456,576.001 (meters)                     COMP
 DQ7868  NAD 83(2011) Z  -  4,537,482.621 (meters)                     COMP
 DQ7868  LAPLACE CORR    -         -3.82  (seconds)                    DEFLEC18
 DQ7868  DYNAMIC HEIGHT  -        345.106 (meters)     1132.24  (feet) COMP
 DQ7868  MODELED GRAVITY -    980,584.3   (mgal)                       NAVD 88
 DQ7868
 DQ7868  VERT ORDER      -  SECOND    CLASS I
 DQ7868
 DQ7868  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DQ7868  Standards:
 DQ7868         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DQ7868            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DQ7868  -------------------------------------------------------------------
 DQ7868  NETWORK    0.72   1.14           0.33   0.24   0.58      0.04394641
 DQ7868  -------------------------------------------------------------------
 DQ7868  Click here for local accuracies and other accuracy information.
 DQ7868
 DQ7868.The horizontal coordinates were established by GPS observations
 DQ7868.and adjusted by the MN DEPT OF TRANSP in March 2020.
 DQ7868
 DQ7868.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DQ7868.been affixed to the stable North American tectonic plate. See 
 DQ7868.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DQ7868
 DQ7868.The horizontal coordinates are valid at the epoch date displayed above
 DQ7868.which is a decimal equivalence of Year/Month/Day.
 DQ7868
 DQ7868.The orthometric height was determined by differential leveling and
 DQ7868.adjusted by the NATIONAL GEODETIC SURVEY
 DQ7868.in May 2018.
 DQ7868
 DQ7868.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ7868.GEOID18 height accuracy estimate available here.
 DQ7868
 DQ7868.Click photographs - Photos may exist for this station.
 DQ7868
 DQ7868.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DQ7868
 DQ7868.The Laplace correction was computed from DEFLEC18 derived deflections.
 DQ7868
 DQ7868.The ellipsoidal height was determined by GPS observations
 DQ7868.and is referenced to NAD 83.
 DQ7868
 DQ7868.The dynamic height is computed by dividing the NAVD 88
 DQ7868.geopotential number by the normal gravity value computed on the
 DQ7868.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ7868.degrees latitude (g = 980.6199 gals.).
 DQ7868
 DQ7868.The modeled gravity was interpolated from observed gravity values.
 DQ7868
 DQ7868. The following values were computed from the NAD 83(2011) position.
 DQ7868
 DQ7868;                    North         East     Units Scale Factor Converg.
 DQ7868;SPC MN C     -   171,018.046   821,093.861   MT  0.99999531   +0 11 44.6
 DQ7868;SPC MN C     -   561,081.71  2,693,872.11   sFT  0.99999531   +0 11 44.6
 DQ7868;UTM  15      - 5,054,364.637   423,667.085   MT  0.99967163   -0 42 01.0
 DQ7868
 DQ7868!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DQ7868!SPC MN C     -   0.99995017  x   0.99999531  =   0.99994548
 DQ7868!UTM  15      -   0.99995017  x   0.99967163  =   0.99962182
 DQ7868
 DQ7868_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL2366754364(NAD 83)
 DQ7868
 DQ7868                          SUPERSEDED SURVEY CONTROL
 DQ7868
 DQ7868.No superseded survey control is available for this station.
 DQ7868
 DQ7868_MARKER: I = METAL ROD
 DQ7868_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DQ7868_STAMPING: 0503 AF 2017
 DQ7868_MARK LOGO: MNDT
 DQ7868_PROJECTION: RECESSED 5 CENTIMETERS
 DQ7868_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DQ7868_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ7868_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ7868+SATELLITE: SATELLITE OBSERVATIONS - March 26, 2019
 DQ7868_ROD/PIPE-DEPTH: 8.2 meters
 DQ7868
 DQ7868  HISTORY     - Date     Condition        Report By
 DQ7868  HISTORY     - 20170524 MONUMENTED       MNDT
 DQ7868  HISTORY     - 20180807 GOOD             MNDT
 DQ7868  HISTORY     - 20180807 GOOD             MNDT
 DQ7868  HISTORY     - 20190326 GOOD             MNDT
 DQ7868
 DQ7868                          STATION DESCRIPTION
 DQ7868
 DQ7868'DESCRIBED BY MN DEPT OF TRANSP 2017
 DQ7868'THE MARK IS LOCATED ABOUT 4.0 MI (6.4 KM) SOUTHWEST OF FOLEY.
 DQ7868'
 DQ7868'TO REACH THE MARK GO 3.3 MI (5.3 KM) SOUTHWEST ALONG TRUNK HIGHWAY 23
 DQ7868'FROM THE JUNCTION OF TRUNK HIGHWAY 23 AND TRUNK HIGHWAY 25 IN FOLEY,
 DQ7868'AT TRUNK HIGHWAY 23 MILE POINT 217.55.
 DQ7868'
 DQ7868'THE MARK IS LOCATED 48.9 FT (14.9 M) NORTHWEST OF WESTBOUND TRUNK
 DQ7868'HIGHWAY 23, 36.4 FT (11.1 M) NORTHEAST OF A FIELD ENTRANCE, 1.5 FT
 DQ7868'(0.5 M) SOUTHEAST OF A WITNESS POST.
 DQ7868'
 DQ7868'NOTE-THE STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM ROD
 DQ7868'DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION REMOVABLE DISK
 DQ7868'SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH PVC
 DQ7868'PIPE BACK FILLED WITH WASHED SAND.
 DQ7868
 DQ7868                          STATION RECOVERY (2018)
 DQ7868
 DQ7868'RECOVERY NOTE BY MN DEPT OF TRANSP 2018 (KDJ)
 DQ7868'RECOVERED AS DESCRIBED.
 DQ7868'
 DQ7868'NOTE-THE STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM ROD
 DQ7868'DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION REMOVABLE DISK
 DQ7868'SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH PVC
 DQ7868'PIPE BACK FILLED WITH WASHED SAND.
 DQ7868
 DQ7868                          STATION RECOVERY (2018)
 DQ7868
 DQ7868'RECOVERY NOTE BY MN DEPT OF TRANSP 2018 (KDJ)
 DQ7868'4.0 MI (6.4 KM) SOUTHWEST OF FOLEY, 3.3 MI (5.3 KM) SOUTHWEST ALONG
 DQ7868'TRUNK HIGHWAY 23 FROM THE JUNCTION OF TRUNK HIGHWAY 23 AND TRUNK
 DQ7868'HIGHWAY 25 IN FOLEY, AT TRUNK HIGHWAY 23 MILE POINT 217.55, 48.9 FT
 DQ7868'(14.9 M) NORTHWEST OF WESTBOUND TRUNK HIGHWAY 23, 36.4 FT (11.1 M)
 DQ7868'NORTHEAST OF A FIELD ENTRANCE, 1.5 FT (0.5 M) SOUTHEAST OF A WITNESS
 DQ7868'POST.
 DQ7868
 DQ7868                          STATION RECOVERY (2019)
 DQ7868
 DQ7868'RECOVERY NOTE BY MN DEPT OF TRANSP 2019 (TXD)
 DQ7868'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DQ7866 ***********************************************************************
 DQ7866  DESIGNATION -  0503 AG
 DQ7866  PID         -  DQ7866
 DQ7866  STATE/COUNTY-  MN/BENTON
 DQ7866  COUNTRY     -  US
 DQ7866  USGS QUAD   -  CABLE (2019)
 DQ7866
 DQ7866                         *CURRENT SURVEY CONTROL
 DQ7866  ______________________________________________________________________
 DQ7866* NAD 83(2011) POSITION- 45 37 26.29671(N) 094 00 10.46608(W)   ADJUSTED
 DQ7866* NAD 83(2011) ELLIP HT-   308.112 (meters)        (03/30/20)   ADJUSTED
 DQ7866* NAD 83(2011) EPOCH   -  2010.00
 DQ7866* NAVD 88 ORTHO HEIGHT -   335.347 (meters)     1100.22  (feet) ADJUSTED
 DQ7866  ______________________________________________________________________
 DQ7866  GEOID HEIGHT    -        -27.242 (meters)                     GEOID18
 DQ7866  NAD 83(2011) X  -   -311,933.314 (meters)                     COMP
 DQ7866  NAD 83(2011) Y  - -4,457,603.822 (meters)                     COMP
 DQ7866  NAD 83(2011) Z  -  4,536,336.282 (meters)                     COMP
 DQ7866  LAPLACE CORR    -         -3.62  (seconds)                    DEFLEC18
 DQ7866  DYNAMIC HEIGHT  -        335.339 (meters)     1100.19  (feet) COMP
 DQ7866  MODELED GRAVITY -    980,582.8   (mgal)                       NAVD 88
 DQ7866
 DQ7866  VERT ORDER      -  SECOND    CLASS I
 DQ7866
 DQ7866  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DQ7866  Standards:
 DQ7866         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DQ7866            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DQ7866  -------------------------------------------------------------------
 DQ7866  NETWORK    0.75   1.25           0.34   0.26   0.64      0.02101695
 DQ7866  -------------------------------------------------------------------
 DQ7866  Click here for local accuracies and other accuracy information.
 DQ7866
 DQ7866.The horizontal coordinates were established by GPS observations
 DQ7866.and adjusted by the MN DEPT OF TRANSP in March 2020.
 DQ7866
 DQ7866.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DQ7866.been affixed to the stable North American tectonic plate. See 
 DQ7866.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DQ7866
 DQ7866.The horizontal coordinates are valid at the epoch date displayed above
 DQ7866.which is a decimal equivalence of Year/Month/Day.
 DQ7866
 DQ7866.The orthometric height was determined by differential leveling and
 DQ7866.adjusted by the NATIONAL GEODETIC SURVEY
 DQ7866.in May 2018.
 DQ7866
 DQ7866.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ7866.GEOID18 height accuracy estimate available here.
 DQ7866
 DQ7866.Click photographs - Photos may exist for this station.
 DQ7866
 DQ7866.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DQ7866
 DQ7866.The Laplace correction was computed from DEFLEC18 derived deflections.
 DQ7866
 DQ7866.The ellipsoidal height was determined by GPS observations
 DQ7866.and is referenced to NAD 83.
 DQ7866
 DQ7866.The dynamic height is computed by dividing the NAVD 88
 DQ7866.geopotential number by the normal gravity value computed on the
 DQ7866.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ7866.degrees latitude (g = 980.6199 gals.).
 DQ7866
 DQ7866.The modeled gravity was interpolated from observed gravity values.
 DQ7866
 DQ7866. The following values were computed from the NAD 83(2011) position.
 DQ7866
 DQ7866;                    North         East     Units Scale Factor Converg.
 DQ7866;SPC MN C     -   169,382.779   819,269.803   MT  0.99999843   +0 10 43.5
 DQ7866;SPC MN C     -   555,716.67  2,687,887.68   sFT  0.99999843   +0 10 43.5
 DQ7866;UTM  15      - 5,052,758.608   421,818.282   MT  0.99967515   -0 43 00.8
 DQ7866
 DQ7866!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DQ7866!SPC MN C     -   0.99995170  x   0.99999843  =   0.99995013
 DQ7866!UTM  15      -   0.99995170  x   0.99967515  =   0.99962686
 DQ7866
 DQ7866_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL2181852758(NAD 83)
 DQ7866
 DQ7866                          SUPERSEDED SURVEY CONTROL
 DQ7866
 DQ7866.No superseded survey control is available for this station.
 DQ7866
 DQ7866_MARKER: I = METAL ROD
 DQ7866_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DQ7866_STAMPING: 0503 AG 2017
 DQ7866_MARK LOGO: MNDT
 DQ7866_PROJECTION: RECESSED 5 CENTIMETERS
 DQ7866_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DQ7866_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ7866_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ7866+SATELLITE: SATELLITE OBSERVATIONS - April 01, 2019
 DQ7866_ROD/PIPE-DEPTH: 5.5 meters
 DQ7866
 DQ7866  HISTORY     - Date     Condition        Report By
 DQ7866  HISTORY     - 20170524 MONUMENTED       MNDT
 DQ7866  HISTORY     - 20180807 GOOD             MNDT
 DQ7866  HISTORY     - 20180807 GOOD             MNDT
 DQ7866  HISTORY     - 20190401 GOOD             MNDT
 DQ7866
 DQ7866                          STATION DESCRIPTION
 DQ7866
 DQ7866'DESCRIBED BY MN DEPT OF TRANSP 2017
 DQ7866'THE MARK IS LOCATED ABOUT 5.4 MI (8.7 KM) SOUTHWEST OF FOLEY.
 DQ7866'
 DQ7866'TO REACH THE MARK GO 4.85 MI (7.80 KM) SOUTHWEST ALONG TRUNK HIGHWAY
 DQ7866'23 FROM THE JUNCTION OF TRUNK HIGHWAY 23 AND TRUNK HIGHWAY 25 IN
 DQ7866'FOLEY, AT TRUNK HIGHWAY 23 MILE POINT 216.0.
 DQ7866'
 DQ7866'THE MARK IS LOCATED 41.6 FT (12.7 M) SOUTHEAST OF WESTBOUND TRUNK
 DQ7866'HIGHWAY 23, 47.9 FT (14.6 M) NORTHWEST OF EASTBOUND TRUNK HIGHWAY 23,
 DQ7866'1.5 FT (0.5 M) NORTHWEST OF A WITNESS POST.
 DQ7866'
 DQ7866'NOTE-THE STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM ROD
 DQ7866'DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION REMOVABLE DISK
 DQ7866'SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH PVC
 DQ7866'PIPE BACK FILLED WITH WASHED SAND.
 DQ7866
 DQ7866                          STATION RECOVERY (2018)
 DQ7866
 DQ7866'RECOVERY NOTE BY MN DEPT OF TRANSP 2018 (KDJ)
 DQ7866'RECOVERED AS DESCRIBED.
 DQ7866'
 DQ7866'NOTE-THE STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM ROD
 DQ7866'DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION REMOVABLE DISK
 DQ7866'SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH PVC
 DQ7866'PIPE BACK FILLED WITH WASHED SAND.
 DQ7866
 DQ7866                          STATION RECOVERY (2018)
 DQ7866
 DQ7866'RECOVERY NOTE BY MN DEPT OF TRANSP 2018 (KDJ)
 DQ7866'5.4 MI (8.7 KM) SOUTHWEST OF FOLEY, 4.85 MI (7.80 KM) SOUTHWEST ALONG
 DQ7866'TRUNK HIGHWAY 23 FROM THE JUNCTION OF TRUNK HIGHWAY 23 AND TRUNK
 DQ7866'HIGHWAY 25 IN FOLEY, AT TRUNK HIGHWAY 23 MILE POINT 216.0, 41.6 FT
 DQ7866'(12.7 M) SOUTHEAST OF WESTBOUND TRUNK HIGHWAY 23, 47.9 FT (14.6 M)
 DQ7866'NORTHWEST OF EASTBOUND TRUNK HIGHWAY 23, 1.5 FT (0.5 M) NORTHWEST OF A
 DQ7866'WITNESS POST.
 DQ7866
 DQ7866                          STATION RECOVERY (2019)
 DQ7866
 DQ7866'RECOVERY NOTE BY MN DEPT OF TRANSP 2019 (KXV)
 DQ7866'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DQ7859 ***********************************************************************
 DQ7859  DESIGNATION -  0503 AH
 DQ7859  PID         -  DQ7859
 DQ7859  STATE/COUNTY-  MN/BENTON
 DQ7859  COUNTRY     -  US
 DQ7859  USGS QUAD   -  CABLE (2019)
 DQ7859
 DQ7859                         *CURRENT SURVEY CONTROL
 DQ7859  ______________________________________________________________________
 DQ7859* NAD 83(2011) POSITION- 45 36 14.78959(N) 094 02 01.21663(W)   ADJUSTED
 DQ7859* NAD 83(2011) ELLIP HT-   285.334 (meters)        (03/30/20)   ADJUSTED
 DQ7859* NAD 83(2011) EPOCH   -  2010.00
 DQ7859* NAVD 88 ORTHO HEIGHT -   312.556 (meters)     1025.44  (feet) ADJUSTED
 DQ7859  ______________________________________________________________________
 DQ7859  GEOID HEIGHT    -        -27.221 (meters)                     GEOID18
 DQ7859  NAD 83(2011) X  -   -314,436.571 (meters)                     COMP
 DQ7859  NAD 83(2011) Y  - -4,458,993.654 (meters)                     COMP
 DQ7859  NAD 83(2011) Z  -  4,534,775.700 (meters)                     COMP
 DQ7859  LAPLACE CORR    -         -3.96  (seconds)                    DEFLEC18
 DQ7859  DYNAMIC HEIGHT  -        312.549 (meters)     1025.42  (feet) COMP
 DQ7859  MODELED GRAVITY -    980,584.2   (mgal)                       NAVD 88
 DQ7859
 DQ7859  VERT ORDER      -  SECOND    CLASS I
 DQ7859
 DQ7859  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DQ7859  Standards:
 DQ7859         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DQ7859            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DQ7859  -------------------------------------------------------------------
 DQ7859  NETWORK    0.70   1.12           0.32   0.24   0.57      0.04639676
 DQ7859  -------------------------------------------------------------------
 DQ7859  Click here for local accuracies and other accuracy information.
 DQ7859
 DQ7859.The horizontal coordinates were established by GPS observations
 DQ7859.and adjusted by the MN DEPT OF TRANSP in March 2020.
 DQ7859
 DQ7859.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DQ7859.been affixed to the stable North American tectonic plate. See 
 DQ7859.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DQ7859
 DQ7859.The horizontal coordinates are valid at the epoch date displayed above
 DQ7859.which is a decimal equivalence of Year/Month/Day.
 DQ7859
 DQ7859.The orthometric height was determined by differential leveling and
 DQ7859.adjusted by the NATIONAL GEODETIC SURVEY
 DQ7859.in May 2018.
 DQ7859
 DQ7859.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ7859.GEOID18 height accuracy estimate available here.
 DQ7859
 DQ7859.Click photographs - Photos may exist for this station.
 DQ7859
 DQ7859.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DQ7859
 DQ7859.The Laplace correction was computed from DEFLEC18 derived deflections.
 DQ7859
 DQ7859.The ellipsoidal height was determined by GPS observations
 DQ7859.and is referenced to NAD 83.
 DQ7859
 DQ7859.The dynamic height is computed by dividing the NAVD 88
 DQ7859.geopotential number by the normal gravity value computed on the
 DQ7859.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ7859.degrees latitude (g = 980.6199 gals.).
 DQ7859
 DQ7859.The modeled gravity was interpolated from observed gravity values.
 DQ7859
 DQ7859. The following values were computed from the NAD 83(2011) position.
 DQ7859
 DQ7859;                    North         East     Units Scale Factor Converg.
 DQ7859;SPC MN C     -   167,168.109   816,876.671   MT  1.00000274   +0 09 23.4
 DQ7859;SPC MN C     -   548,450.70  2,680,036.21   sFT  1.00000274   +0 09 23.4
 DQ7859;UTM  15      - 5,050,582.307   419,391.619   MT  0.99967989   -0 44 19.0
 DQ7859
 DQ7859!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DQ7859!SPC MN C     -   0.99995527  x   1.00000274  =   0.99995801
 DQ7859!UTM  15      -   0.99995527  x   0.99967989  =   0.99963517
 DQ7859
 DQ7859_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL1939150582(NAD 83)
 DQ7859
 DQ7859                          SUPERSEDED SURVEY CONTROL
 DQ7859
 DQ7859.No superseded survey control is available for this station.
 DQ7859
 DQ7859_MARKER: I = METAL ROD
 DQ7859_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DQ7859_STAMPING: 0503 AH 2017
 DQ7859_MARK LOGO: MNDT
 DQ7859_PROJECTION: RECESSED 5 CENTIMETERS
 DQ7859_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DQ7859_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ7859_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ7859+SATELLITE: SATELLITE OBSERVATIONS - June 10, 2020
 DQ7859_ROD/PIPE-DEPTH: 14.9 meters
 DQ7859
 DQ7859  HISTORY     - Date     Condition        Report By
 DQ7859  HISTORY     - 20170530 MONUMENTED       MNDT
 DQ7859  HISTORY     - 20180808 GOOD             MNDT
 DQ7859  HISTORY     - 20190326 GOOD             MNDT
 DQ7859  HISTORY     - 20200610 GOOD             MNDT
 DQ7859
 DQ7859                          STATION DESCRIPTION
 DQ7859
 DQ7859'DESCRIBED BY MN DEPT OF TRANSP 2017
 DQ7859'THE MARK IS LOCATED ABOUT 7.3 MI (11.7 KM) NORTHEAST OF ST. CLOUD.
 DQ7859'
 DQ7859'TO REACH THE MARK GO 1.45 MI (2.33 KM) NORTHEAST ALONG TRUNK HIGHWAY
 DQ7859'23 FROM THE JUNCTION OF TRUNK HIGHWAY 23 AND TRUNK HIGHWAY 95 (THE
 DQ7859'JUNCTION IS 6.0 MI (9.7 KM) EAST OF ST. CLOUD), AT TRUNK HIGHWAY 23
 DQ7859'MILE POINT 213.9.
 DQ7859'
 DQ7859'THE MARK IS LOCATED 42.0 FT (12.8 M) NORTHWEST OF WESTBOUND TRUNK
 DQ7859'HIGHWAY 23, 38.2 FT (11.6 M) SOUTHEAST OF A CABLE BOX, 1.5 FT (0.5 M)
 DQ7859'SOUTHEAST OF A WITNESS POST.
 DQ7859'
 DQ7859'NOTE-THE STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM ROD
 DQ7859'DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION REMOVABLE DISK
 DQ7859'SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH PVC
 DQ7859'PIPE BACK FILLED WITH WASHED SAND.
 DQ7859
 DQ7859                          STATION RECOVERY (2018)
 DQ7859
 DQ7859'RECOVERY NOTE BY MN DEPT OF TRANSP 2018 (MAS)
 DQ7859'7.3 MI (11.7 KM) NORTHEAST OF ST. CLOUD, 1.45 MI (2.33 KM) NORTHEAST
 DQ7859'ALONG TRUNK HIGHWAY 23 FROM THE JUNCTION OF TRUNK HIGHWAY 23 AND TRUNK
 DQ7859'HIGHWAY 95 (THE JUNCTION IS 6.0 MI (9.7 KM) EAST OF ST. CLOUD), AT
 DQ7859'TRUNK HIGHWAY 23 MILE POINT 213.9, 42.0 FT (12.8 M) NORTHWEST OF
 DQ7859'WESTBOUND TRUNK HIGHWAY 23, 38.2 FT (11.6 M) SOUTHEAST OF A CABLE BOX,
 DQ7859'1.5 FT (0.5 M) SOUTHEAST OF A WITNESS POST.
 DQ7859
 DQ7859                          STATION RECOVERY (2019)
 DQ7859
 DQ7859'RECOVERY NOTE BY MN DEPT OF TRANSP 2019 (MPP)
 DQ7859'RECOVERED AS DESCRIBED.
 DQ7859
 DQ7859                          STATION RECOVERY (2020)
 DQ7859
 DQ7859'RECOVERY NOTE BY MN DEPT OF TRANSP 2020 (TJD)
 DQ7859'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DQ7857 ***********************************************************************
 DQ7857  DESIGNATION -  0503 AJ
 DQ7857  PID         -  DQ7857
 DQ7857  STATE/COUNTY-  MN/BENTON
 DQ7857  COUNTRY     -  US
 DQ7857  USGS QUAD   -  CABLE (2019)
 DQ7857
 DQ7857                         *CURRENT SURVEY CONTROL
 DQ7857  ______________________________________________________________________
 DQ7857* NAD 83(2011) POSITION- 45 35 17.19894(N) 094 03 09.09992(W)   ADJUSTED
 DQ7857* NAD 83(2011) ELLIP HT-   289.164 (meters)        (03/30/20)   ADJUSTED
 DQ7857* NAD 83(2011) EPOCH   -  2010.00
 DQ7857* NAVD 88 ORTHO HEIGHT -   316.369 (meters)     1037.95  (feet) ADJUSTED
 DQ7857  ______________________________________________________________________
 DQ7857  GEOID HEIGHT    -        -27.209 (meters)                     GEOID18
 DQ7857  NAD 83(2011) X  -   -315,994.005 (meters)                     COMP
 DQ7857  NAD 83(2011) Y  - -4,460,159.735 (meters)                     COMP
 DQ7857  NAD 83(2011) Z  -  4,533,534.288 (meters)                     COMP
 DQ7857  LAPLACE CORR    -         -4.14  (seconds)                    DEFLEC18
 DQ7857  DYNAMIC HEIGHT  -        316.362 (meters)     1037.93  (feet) COMP
 DQ7857  MODELED GRAVITY -    980,584.9   (mgal)                       NAVD 88
 DQ7857
 DQ7857  VERT ORDER      -  SECOND    CLASS I
 DQ7857
 DQ7857  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DQ7857  Standards:
 DQ7857         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DQ7857            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DQ7857  -------------------------------------------------------------------
 DQ7857  NETWORK    0.71   1.06           0.33   0.23   0.54      0.05940974
 DQ7857  -------------------------------------------------------------------
 DQ7857  Click here for local accuracies and other accuracy information.
 DQ7857
 DQ7857.The horizontal coordinates were established by GPS observations
 DQ7857.and adjusted by the MN DEPT OF TRANSP in March 2020.
 DQ7857
 DQ7857.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DQ7857.been affixed to the stable North American tectonic plate. See 
 DQ7857.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DQ7857
 DQ7857.The horizontal coordinates are valid at the epoch date displayed above
 DQ7857.which is a decimal equivalence of Year/Month/Day.
 DQ7857
 DQ7857.The orthometric height was determined by differential leveling and
 DQ7857.adjusted by the NATIONAL GEODETIC SURVEY
 DQ7857.in May 2018.
 DQ7857
 DQ7857.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ7857.GEOID18 height accuracy estimate available here.
 DQ7857
 DQ7857.Click photographs - Photos may exist for this station.
 DQ7857
 DQ7857.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DQ7857
 DQ7857.The Laplace correction was computed from DEFLEC18 derived deflections.
 DQ7857
 DQ7857.The ellipsoidal height was determined by GPS observations
 DQ7857.and is referenced to NAD 83.
 DQ7857
 DQ7857.The dynamic height is computed by dividing the NAVD 88
 DQ7857.geopotential number by the normal gravity value computed on the
 DQ7857.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ7857.degrees latitude (g = 980.6199 gals.).
 DQ7857
 DQ7857.The modeled gravity was interpolated from observed gravity values.
 DQ7857
 DQ7857. The following values were computed from the NAD 83(2011) position.
 DQ7857
 DQ7857;                    North         East     Units Scale Factor Converg.
 DQ7857;SPC MN C     -   165,386.257   815,410.038   MT  1.00000631   +0 08 34.3
 DQ7857;SPC MN C     -   542,604.74  2,675,224.43   sFT  1.00000631   +0 08 34.3
 DQ7857;UTM  15      - 5,048,824.148   417,897.818   MT  0.99968287   -0 45 06.8
 DQ7857
 DQ7857!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DQ7857!SPC MN C     -   0.99995467  x   1.00000631  =   0.99996098
 DQ7857!UTM  15      -   0.99995467  x   0.99968287  =   0.99963755
 DQ7857
 DQ7857_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL1789748824(NAD 83)
 DQ7857
 DQ7857                          SUPERSEDED SURVEY CONTROL
 DQ7857
 DQ7857.No superseded survey control is available for this station.
 DQ7857
 DQ7857_MARKER: I = METAL ROD
 DQ7857_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DQ7857_STAMPING: 0503 AJ 2017
 DQ7857_MARK LOGO: MNDT
 DQ7857_PROJECTION: RECESSED 5 CENTIMETERS
 DQ7857_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DQ7857_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ7857_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ7857+SATELLITE: SATELLITE OBSERVATIONS - March 12, 2019
 DQ7857_ROD/PIPE-DEPTH: 3.7 meters
 DQ7857
 DQ7857  HISTORY     - Date     Condition        Report By
 DQ7857  HISTORY     - 20170531 MONUMENTED       MNDT
 DQ7857  HISTORY     - 20180808 GOOD             MNDT
 DQ7857  HISTORY     - 20180808 GOOD             MNDT
 DQ7857  HISTORY     - 20190312 GOOD             MNDT
 DQ7857
 DQ7857                          STATION DESCRIPTION
 DQ7857
 DQ7857'DESCRIBED BY MN DEPT OF TRANSP 2017
 DQ7857'THE MARK IS LOCATED ABOUT 6.0 MI (9.7 KM) EAST OF ST. CLOUD.
 DQ7857'
 DQ7857'TO REACH THE MARK AT THE JUNCTION OF TRUNK HIGHWAY 23, TRUNK HIGHWAY
 DQ7857'95 AND COUNTY ROAD 8 (THE JUNCTION IS 6.0 MI (9.7 KM) EAST OF ST.
 DQ7857'CLOUD), AT TRUNK HIGHWAY 23 MILE POINT 212.35.
 DQ7857'
 DQ7857'THE MARK IS LOCATED 70.7 FT (21.5 M) NORTHWEST OF WESTBOUND TRUNK
 DQ7857'HIGHWAY 23, 151.2 FT (46.1 M) SOUTHWEST OF COUNTY ROAD 8(15TH STREET
 DQ7857'NORTHEAST), 5.0 FT (1.5 M) SOUTHEAST OF A RIGHT-OF-WAY POST, 5.0
 DQ7857'SOUTHEAST OF A WITNESS POST.
 DQ7857'
 DQ7857'NOTE-THE STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM ROD
 DQ7857'DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION REMOVABLE DISK
 DQ7857'SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH PVC
 DQ7857'PIPE BACK FILLED WITH WASHED SAND.
 DQ7857
 DQ7857                          STATION RECOVERY (2018)
 DQ7857
 DQ7857'RECOVERY NOTE BY MN DEPT OF TRANSP 2018 (MAS)
 DQ7857'RECOVERED AS DESCRIBED.
 DQ7857'
 DQ7857'NOTE-THE STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM ROD
 DQ7857'DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION REMOVABLE DISK
 DQ7857'SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH PVC
 DQ7857'PIPE BACK FILLED WITH WASHED SAND.
 DQ7857
 DQ7857                          STATION RECOVERY (2018)
 DQ7857
 DQ7857'RECOVERY NOTE BY MN DEPT OF TRANSP 2018 (MAS)
 DQ7857'6.0 MI (9.7 KM) EAST OF ST. CLOUD, AT THE JUNCTION OF TRUNK HIGHWAY
 DQ7857'23, TRUNK HIGHWAY 95 AND COUNTY ROAD 8 (THE JUNCTION IS 6.0 MI (9.7
 DQ7857'KM) EAST OF ST. CLOUD), AT TRUNK HIGHWAY 23 MILE POINT 212.35, 70.7 FT
 DQ7857'(21.5 M) NORTHWEST OF WESTBOUND TRUNK HIGHWAY 23, 151.2 FT (46.1 M)
 DQ7857'SOUTHWEST OF COUNTY ROAD 8 (15TH STREET NORTHEAST), 5.0 FT (1.5 M)
 DQ7857'SOUTHEAST OF A RIGHT-OF-WAY AND A WITNESS POST.
 DQ7857
 DQ7857                          STATION RECOVERY (2019)
 DQ7857
 DQ7857'RECOVERY NOTE BY MN DEPT OF TRANSP 2019 (KXJ)
 DQ7857'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DQ7853 ***********************************************************************
 DQ7853  DESIGNATION -  0503 AK
 DQ7853  PID         -  DQ7853
 DQ7853  STATE/COUNTY-  MN/BENTON
 DQ7853  COUNTRY     -  US
 DQ7853  USGS QUAD   -  CABLE (2019)
 DQ7853
 DQ7853                         *CURRENT SURVEY CONTROL
 DQ7853  ______________________________________________________________________
 DQ7853* NAD 83(2011) POSITION- 45 34 53.33840(N) 094 05 27.80098(W)   ADJUSTED
 DQ7853* NAD 83(2011) ELLIP HT-   293.748 (meters)        (03/30/20)   ADJUSTED
 DQ7853* NAD 83(2011) EPOCH   -  2010.00
 DQ7853* NAVD 88 ORTHO HEIGHT -   320.905 (meters)     1052.84  (feet) ADJUSTED
 DQ7853  ______________________________________________________________________
 DQ7853  GEOID HEIGHT    -        -27.158 (meters)                     GEOID18
 DQ7853  NAD 83(2011) X  -   -319,030.900 (meters)                     COMP
 DQ7853  NAD 83(2011) Y  - -4,460,474.302 (meters)                     COMP
 DQ7853  NAD 83(2011) Z  -  4,533,021.993 (meters)                     COMP
 DQ7853  LAPLACE CORR    -         -4.04  (seconds)                    DEFLEC18
 DQ7853  DYNAMIC HEIGHT  -        320.899 (meters)     1052.82  (feet) COMP
 DQ7853  MODELED GRAVITY -    980,586.7   (mgal)                       NAVD 88
 DQ7853
 DQ7853  VERT ORDER      -  SECOND    CLASS I
 DQ7853
 DQ7853  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DQ7853  Standards:
 DQ7853         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DQ7853            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DQ7853  -------------------------------------------------------------------
 DQ7853  NETWORK    0.67   1.02           0.31   0.22   0.52      0.05906197
 DQ7853  -------------------------------------------------------------------
 DQ7853  Click here for local accuracies and other accuracy information.
 DQ7853
 DQ7853.The horizontal coordinates were established by GPS observations
 DQ7853.and adjusted by the MN DEPT OF TRANSP in March 2020.
 DQ7853
 DQ7853.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DQ7853.been affixed to the stable North American tectonic plate. See 
 DQ7853.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DQ7853
 DQ7853.The horizontal coordinates are valid at the epoch date displayed above
 DQ7853.which is a decimal equivalence of Year/Month/Day.
 DQ7853
 DQ7853.The orthometric height was determined by differential leveling and
 DQ7853.adjusted by the NATIONAL GEODETIC SURVEY
 DQ7853.in May 2018.
 DQ7853
 DQ7853.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ7853.GEOID18 height accuracy estimate available here.
 DQ7853
 DQ7853.Click photographs - Photos may exist for this station.
 DQ7853
 DQ7853.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DQ7853
 DQ7853.The Laplace correction was computed from DEFLEC18 derived deflections.
 DQ7853
 DQ7853.The ellipsoidal height was determined by GPS observations
 DQ7853.and is referenced to NAD 83.
 DQ7853
 DQ7853.The dynamic height is computed by dividing the NAVD 88
 DQ7853.geopotential number by the normal gravity value computed on the
 DQ7853.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ7853.degrees latitude (g = 980.6199 gals.).
 DQ7853
 DQ7853.The modeled gravity was interpolated from observed gravity values.
 DQ7853
 DQ7853. The following values were computed from the NAD 83(2011) position.
 DQ7853
 DQ7853;                    North         East     Units Scale Factor Converg.
 DQ7853;SPC MN C     -   164,642.840   812,404.926   MT  1.00000781   +0 06 53.9
 DQ7853;SPC MN C     -   540,165.72  2,665,365.16   sFT  1.00000781   +0 06 53.9
 DQ7853;UTM  15      - 5,048,127.960   414,882.434   MT  0.99968907   -0 46 45.6
 DQ7853
 DQ7853!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DQ7853!SPC MN C     -   0.99995395  x   1.00000781  =   0.99996176
 DQ7853!UTM  15      -   0.99995395  x   0.99968907  =   0.99964303
 DQ7853
 DQ7853_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL1488248127(NAD 83)
 DQ7853
 DQ7853                          SUPERSEDED SURVEY CONTROL
 DQ7853
 DQ7853.No superseded survey control is available for this station.
 DQ7853
 DQ7853_MARKER: I = METAL ROD
 DQ7853_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DQ7853_STAMPING: 0503 AK 2017
 DQ7853_MARK LOGO: MNDT
 DQ7853_PROJECTION: RECESSED 5 CENTIMETERS
 DQ7853_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DQ7853_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ7853_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ7853+SATELLITE: SATELLITE OBSERVATIONS - March 08, 2019
 DQ7853_ROD/PIPE-DEPTH: 10.1 meters
 DQ7853
 DQ7853  HISTORY     - Date     Condition        Report By
 DQ7853  HISTORY     - 20170531 MONUMENTED       MNDT
 DQ7853  HISTORY     - 20180808 GOOD             MNDT
 DQ7853  HISTORY     - 20190308 GOOD             MNDT
 DQ7853
 DQ7853                          STATION DESCRIPTION
 DQ7853
 DQ7853'DESCRIBED BY MN DEPT OF TRANSP 2017
 DQ7853'THE MARK IS LOCATED ABOUT 4.0 MI (6.4 KM) EAST OF ST. CLOUD.
 DQ7853'
 DQ7853'TO REACH THE MARK GO 2.6 MI (4.2 KM) EAST ALONG TRUNK HIGHWAY 23 FROM
 DQ7853'THE JUNCTION OF TRUNK HIGHWAY 23 AND TRUNK HIGHWAY 10 IN ST. CLOUD, AT
 DQ7853'TRUNK HIGHWAY 23 MILE POINT 210.5.
 DQ7853'
 DQ7853'THE MARK IS LOCATED 68.9 FT (21.0 M) NORTH OF WESTBOUND TRUNK HIGHWAY
 DQ7853'23, 133.5 FT (40.7 M) WEST OF COUNTY ROAD 8(35TH AVENUE NORTHEAST),
 DQ7853'6.5 FT (2.0 M) SOUTH OF A RIGHT-OF-WAY POST, 6.5 SOUTH OF A WITNESS
 DQ7853'POST.
 DQ7853'
 DQ7853'NOTE-THE STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM ROD
 DQ7853'DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION REMOVABLE DISK
 DQ7853'SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH PVC
 DQ7853'PIPE BACK FILLED WITH WASHED SAND.
 DQ7853
 DQ7853                          STATION RECOVERY (2018)
 DQ7853
 DQ7853'RECOVERY NOTE BY MN DEPT OF TRANSP 2018 (MAS)
 DQ7853'4.0 MI (6.4 KM) EAST OF ST. CLOUD, 2.6 MI (4.2 KM) EAST ALONG TRUNK
 DQ7853'HIGHWAY 23 FROM THE JUNCTION OF TRUNK HIGHWAY 23 AND TRUNK HIGHWAY 10
 DQ7853'IN ST. CLOUD, AT TRUNK HIGHWAY 23 MILE POINT 210.5, 68.9 FT (21.0 M)
 DQ7853'NORTH OF WESTBOUND TRUNK HIGHWAY 23, 133.5 FT (40.7 M) WEST OF COUNTY
 DQ7853'ROAD 8 (35TH AVENUE NORTHEAST), 6.5 FT (2.0 M) SOUTH OF A RIGHT-OF-WAY
 DQ7853'AND A WITNESS POST.
 DQ7853
 DQ7853                          STATION RECOVERY (2019)
 DQ7853
 DQ7853'RECOVERY NOTE BY MN DEPT OF TRANSP 2019 (KXJ)
 DQ7853'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 AG9658 ***********************************************************************
 AG9658  DESIGNATION -  0503 F
 AG9658  PID         -  AG9658
 AG9658  STATE/COUNTY-  MN/BENTON
 AG9658  COUNTRY     -  US
 AG9658  USGS QUAD   -  CABLE (2019)
 AG9658
 AG9658                         *CURRENT SURVEY CONTROL
 AG9658  ______________________________________________________________________
 AG9658* NAD 83(2011) POSITION- 45 35 44.35962(N) 094 02 35.97273(W)   ADJUSTED
 AG9658* NAD 83(2011) ELLIP HT-   289.709 (meters)        (06/27/12)   ADJUSTED
 AG9658* NAD 83(2011) EPOCH   -  2010.00
 AG9658* NAVD 88 ORTHO HEIGHT -   316.920 (meters)     1039.76  (feet) ADJUSTED
 AG9658  ______________________________________________________________________
 AG9658  GEOID HEIGHT    -        -27.215 (meters)                     GEOID18
 AG9658  NAD 83(2011) X  -   -315,235.464 (meters)                     COMP
 AG9658  NAD 83(2011) Y  - -4,459,613.244 (meters)                     COMP
 AG9658  NAD 83(2011) Z  -  4,534,121.482 (meters)                     COMP
 AG9658  LAPLACE CORR    -         -4.10  (seconds)                    DEFLEC18
 AG9658  DYNAMIC HEIGHT  -        316.913 (meters)     1039.74  (feet) COMP
 AG9658  MODELED GRAVITY -    980,584.6   (mgal)                       NAVD 88
 AG9658
 AG9658  VERT ORDER      -  SECOND    CLASS I
 AG9658
 AG9658  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AG9658  Standards:
 AG9658         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AG9658            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AG9658  -------------------------------------------------------------------
 AG9658  NETWORK    0.41   0.53           0.19   0.14   0.27     -0.10622992
 AG9658  -------------------------------------------------------------------
 AG9658  Click here for local accuracies and other accuracy information.
 AG9658
 AG9658.The horizontal coordinates were established by GPS observations
 AG9658.and adjusted by the National Geodetic Survey in June 2012.
 AG9658
 AG9658.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AG9658.been affixed to the stable North American tectonic plate. See 
 AG9658.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AG9658
 AG9658.The horizontal coordinates are valid at the epoch date displayed above
 AG9658.which is a decimal equivalence of Year/Month/Day.
 AG9658
 AG9658.The orthometric height was determined by differential leveling and
 AG9658.adjusted by the NATIONAL GEODETIC SURVEY
 AG9658.in May 2018.
 AG9658
 AG9658.Significant digits in the geoid height do not necessarily reflect accuracy.
 AG9658.GEOID18 height accuracy estimate available here.
 AG9658
 AG9658.Click photographs - Photos may exist for this station.
 AG9658
 AG9658.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AG9658
 AG9658.The Laplace correction was computed from DEFLEC18 derived deflections.
 AG9658
 AG9658.The ellipsoidal height was determined by GPS observations
 AG9658.and is referenced to NAD 83.
 AG9658
 AG9658.The dynamic height is computed by dividing the NAVD 88
 AG9658.geopotential number by the normal gravity value computed on the
 AG9658.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG9658.degrees latitude (g = 980.6199 gals.).
 AG9658
 AG9658.The modeled gravity was interpolated from observed gravity values.
 AG9658
 AG9658. The following values were computed from the NAD 83(2011) position.
 AG9658
 AG9658;                    North         East     Units Scale Factor Converg.
 AG9658;SPC MN C     -   166,226.627   816,125.940   MT  1.00000462   +0 08 58.2
 AG9658;SPC MN C     -   545,361.86  2,677,573.19   sFT  1.00000462   +0 08 58.2
 AG9658;UTM  15      - 5,049,652.967   418,626.521   MT  0.99968141   -0 44 43.5
 AG9658
 AG9658!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AG9658!SPC MN C     -   0.99995458  x   1.00000462  =   0.99995920
 AG9658!UTM  15      -   0.99995458  x   0.99968141  =   0.99963601
 AG9658
 AG9658_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL1862649652(NAD 83)
 AG9658
 AG9658                          SUPERSEDED SURVEY CONTROL
 AG9658
 AG9658  NAD 83(2007)-  45 35 44.35976(N)    094 02 35.97313(W) AD(2002.00) 0
 AG9658  ELLIP H (02/10/07)  289.742  (m)                       GP(2002.00)    
 AG9658  NAD 83(1996)-  45 35 44.35954(N)    094 02 35.97325(W) AD(       ) 1
 AG9658  ELLIP H (07/06/04)  289.773  (m)                       GP(       ) 3 2
 AG9658  NAVD 88 (08/10/04)  316.927  (m)         1039.78   (f) SUPERSEDED  2 1
 AG9658  NAVD 88             316.93   (m)         1039.8    (f) LEVELING    3  
 AG9658
 AG9658.Superseded values are not recommended for survey control.
 AG9658
 AG9658.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG9658.See file dsdata.pdf to determine how the superseded data were derived.
 AG9658
 AG9658_MARKER: DB = BENCH MARK DISK
 AG9658_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 AG9658_STAMPING: 0503 F 1950
 AG9658_MARK LOGO: MNHD
 AG9658_PROJECTION: FLUSH
 AG9658_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AG9658_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AG9658_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AG9658+SATELLITE: SATELLITE OBSERVATIONS - June 10, 2020
 AG9658
 AG9658  HISTORY     - Date     Condition        Report By
 AG9658  HISTORY     - 19500401 MONUMENTED       MNHD
 AG9658  HISTORY     - 19930922 GOOD             MNGS
 AG9658  HISTORY     - 19970401 GOOD             MNDT
 AG9658  HISTORY     - 20031001 GOOD             MNDT
 AG9658  HISTORY     - 20081014 GOOD             MNDT
 AG9658  HISTORY     - 20170426 GOOD             MNDT
 AG9658  HISTORY     - 20180807 GOOD             MNDT
 AG9658  HISTORY     - 20200610 GOOD             MNDT
 AG9658
 AG9658                          STATION DESCRIPTION
 AG9658
 AG9658'DESCRIBED BY MINNESOTA GEODETIC SURVEY 1993 (HTS)
 AG9658'THE MARK IS LOCATED ABOUT 6.7 MI (10.8 KM) ENE OF ST CLOUD, 5.1 MI
 AG9658'(8.2 KM) NE ON TH 23 FROM THE JCT OF TH 23 AND TH 10, AT TH 23 MP
 AG9658'213.2, 75 FT (22.9 M) SE OF TH 23, AT THE FENCE ON R/W AND 1.0 FT (0.3
 AG9658'M) NORTH OF WIT POST.
 AG9658
 AG9658                          STATION RECOVERY (1997)
 AG9658
 AG9658'RECOVERY NOTE BY MN DEPT OF TRANSP 1997 (WAS)
 AG9658'THE MARK WAS RECOVERED AS DESCRIBED.
 AG9658
 AG9658                          STATION RECOVERY (2003)
 AG9658
 AG9658'RECOVERY NOTE BY MN DEPT OF TRANSP 2003 (MPP)
 AG9658'6.7 MILES EAST-NORTHEAST OF ST CLOUD, 75 FEET SOUTHEAST OF TRUNK
 AG9658'HIGHWAY 23 AT FENCE AND FIELDLINE, AT TRUNK HIGHWAY 23 MILEPOINT
 AG9658'213.2, 18 FEET SOUTHWEST OF ENTRANCE, 1.0 FEET NORTH OF WITNESS POST
 AG9658
 AG9658                          STATION RECOVERY (2008)
 AG9658
 AG9658'RECOVERY NOTE BY MN DEPT OF TRANSP 2008 (MPP)
 AG9658'THE MARK IS LOCATED ABOUT 6.3 MI (10.1 KM) EAST-NORTHEAST OF SAINT
 AG9658'CLOUD, 6.0 MI (9.7 KM) NORTH-NORTHEAST OF CABLE AND 5.5 MI (8.8 KM)
 AG9658'WEST-NORTHWEST OF DUELM.
 AG9658'
 AG9658'TO REACH TO THE MARK GO 6.7 MI (10.8 KM) EAST-NORTHEAST OF SAINT
 AG9658'CLOUD, 75 FT (22.9 M) SOUTHEAST OF TRUNK HIGHWAY 23 AT FENCE AND FIELD
 AG9658'LINE, AT TRUNK HIGHWAY 23 MILE POINT 213.2, 18 FT (5.5 M) SOUTHWEST OF
 AG9658'ENTRANCE, 1.0 FT (0.3 M) NORTH OF A WITNESS POST.
 AG9658
 AG9658                          STATION RECOVERY (2017)
 AG9658
 AG9658'RECOVERY NOTE BY MN DEPT OF TRANSP 2017 (MAS)
 AG9658'THE MARK IS LOCATED ABOUT 6.7 MI (10.8 KM) EAST-NORTHEAST OF ST.
 AG9658'CLOUD.
 AG9658'
 AG9658'TO REACH THE MARK GO 0.65 MI (1.05 KM) EAST ALONG TRUNK HIGHWAY 23
 AG9658'FROM THE JUNCTION OF TRUNK HIGHWAY 23 AND TRUNK HIGHWAY 95 (THE
 AG9658'JUNCTION IS 6.0 MI (9.7 KM) EAST OF ST.CLOUD), AT TRUNK HIGHWAY 23
 AG9658'MILE POINT 213.2.
 AG9658'
 AG9658'THE MARK IS LOCATED 86.5 FT (26.4 M) SOUTHEAST OF EASTBOUND TRUNK
 AG9658'HIGHWAY 23, 20.3 FT (6.2 M) SOUTHWEST OF DRIVEWAY NUMBER 5718, 20.5 FT
 AG9658'(6.2 M) NORTHEAST OF A FIELD ENTRANCE, 7.4 FT (2.3 M) NORTH-NORTHEAST
 AG9658'OF A RIGHT-OF-WAY FENCE, 1.0 FT (0.3 M) NORTHWEST OF A WITNESS POST.
 AG9658
 AG9658                          STATION RECOVERY (2018)
 AG9658
 AG9658'RECOVERY NOTE BY MN DEPT OF TRANSP 2018 (MAS)
 AG9658'6.7 MI (10.8 KM) EAST-NORTHEAST OF ST. CLOUD, 0.65 MI (1.05 KM) EAST
 AG9658'ALONG TRUNK HIGHWAY 23 FROM THE JUNCTION OF TRUNK HIGHWAY 23 AND TRUNK
 AG9658'HIGHWAY 95 (THE JUNCTION IS 6.0 MI (9.7 KM) EAST OF ST. CLOUD), AT
 AG9658'TRUNK HIGHWAY 23 MILE POINT 213.2, 86.5 FT (26.4 M) SOUTHEAST OF
 AG9658'EASTBOUND TRUNK HIGHWAY 23, 20.3 FT (6.2 M) SOUTHWEST OF DRIVEWAY
 AG9658'NUMBER 5718, 20.5 FT (6.2 M) NORTHEAST OF A FIELD ENTRANCE, 7.4 FT
 AG9658'(2.3 M) NORTH-NORTHEAST OF A RIGHT-OF-WAY FENCE, 1.0 FT (0.3 M)
 AG9658'NORTHWEST OF A WITNESS POST.
 AG9658
 AG9658                          STATION RECOVERY (2020)
 AG9658
 AG9658'RECOVERY NOTE BY MN DEPT OF TRANSP 2020 (TJD)
 AG9658'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 QP0023 ***********************************************************************
 QP0023  DESIGNATION -  0503 N
 QP0023  PID         -  QP0023
 QP0023  STATE/COUNTY-  MN/BENTON
 QP0023  COUNTRY     -  US
 QP0023  USGS QUAD   -  SAINT CLOUD (2019)
 QP0023
 QP0023                         *CURRENT SURVEY CONTROL
 QP0023  ______________________________________________________________________
 QP0023* NAD 83(2011) POSITION- 45 33 58.41509(N) 094 08 17.98653(W)   ADJUSTED
 QP0023* NAD 83(2011) ELLIP HT-   292.469 (meters)        (06/27/12)   ADJUSTED
 QP0023* NAD 83(2011) EPOCH   -  2010.00
 QP0023* NAVD 88 ORTHO HEIGHT -   319.573 (meters)     1048.47  (feet) ADJUSTED
 QP0023  ______________________________________________________________________
 QP0023  GEOID HEIGHT    -        -27.105 (meters)                     GEOID18
 QP0023  NAD 83(2011) X  -   -322,798.379 (meters)                     COMP
 QP0023  NAD 83(2011) Y  - -4,461,416.516 (meters)                     COMP
 QP0023  NAD 83(2011) Z  -  4,531,834.088 (meters)                     COMP
 QP0023  LAPLACE CORR    -         -3.59  (seconds)                    DEFLEC18
 QP0023  DYNAMIC HEIGHT  -        319.567 (meters)     1048.45  (feet) COMP
 QP0023  MODELED GRAVITY -    980,586.7   (mgal)                       NAVD 88
 QP0023
 QP0023  VERT ORDER      -  SECOND    CLASS I
 QP0023
 QP0023  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 QP0023  Standards:
 QP0023         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 QP0023            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 QP0023  -------------------------------------------------------------------
 QP0023  NETWORK    0.25   0.35           0.12   0.08   0.18      0.03185286
 QP0023  -------------------------------------------------------------------
 QP0023  Click here for local accuracies and other accuracy information.
 QP0023
 QP0023.The horizontal coordinates were established by GPS observations
 QP0023.and adjusted by the National Geodetic Survey in June 2012.
 QP0023
 QP0023.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 QP0023.been affixed to the stable North American tectonic plate. See 
 QP0023.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 QP0023
 QP0023.The horizontal coordinates are valid at the epoch date displayed above
 QP0023.which is a decimal equivalence of Year/Month/Day.
 QP0023
 QP0023.The orthometric height was determined by differential leveling and
 QP0023.adjusted by the NATIONAL GEODETIC SURVEY
 QP0023.in May 2018.
 QP0023
 QP0023.Significant digits in the geoid height do not necessarily reflect accuracy.
 QP0023.GEOID18 height accuracy estimate available here.
 QP0023
 QP0023.Click photographs - Photos may exist for this station.
 QP0023
 QP0023.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 QP0023
 QP0023.The Laplace correction was computed from DEFLEC18 derived deflections.
 QP0023
 QP0023.The ellipsoidal height was determined by GPS observations
 QP0023.and is referenced to NAD 83.
 QP0023
 QP0023.The dynamic height is computed by dividing the NAVD 88
 QP0023.geopotential number by the normal gravity value computed on the
 QP0023.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QP0023.degrees latitude (g = 980.6199 gals.).
 QP0023
 QP0023.The modeled gravity was interpolated from observed gravity values.
 QP0023
 QP0023. The following values were computed from the NAD 83(2011) position.
 QP0023
 QP0023;                    North         East     Units Scale Factor Converg.
 QP0023;SPC MN C     -   162,940.872   808,717.801   MT  1.00001131   +0 04 50.8
 QP0023;SPC MN C     -   534,581.84  2,653,268.32   sFT  1.00001131   +0 04 50.8
 QP0023;UTM  15      - 5,046,484.248   411,170.378   MT  0.99969701   -0 48 46.4
 QP0023
 QP0023!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QP0023!SPC MN C     -   0.99995415  x   1.00001131  =   0.99996546
 QP0023!UTM  15      -   0.99995415  x   0.99969701  =   0.99965117
 QP0023
 QP0023_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL1117046484(NAD 83)
 QP0023
 QP0023|---------------------------------------------------------------------|
 QP0023| PID    Reference Object                     Distance      Geod. Az  |
 QP0023|                                                           dddmmss.s |
 QP0023| DL5483 UHAUL                               210.929 METERS 28704     |
 QP0023|---------------------------------------------------------------------|
 QP0023
 QP0023                          SUPERSEDED SURVEY CONTROL
 QP0023
 QP0023  NAD 83(2007)-  45 33 58.41535(N)    094 08 17.98699(W) AD(2002.00) 0
 QP0023  ELLIP H (02/10/07)  292.491  (m)                       GP(2002.00)    
 QP0023  NAD 83(1996)-  45 33 58.41507(N)    094 08 17.98693(W) AD(       ) 1
 QP0023  ELLIP H (07/14/03)  292.527  (m)                       GP(       ) 3 2
 QP0023  NAVD 88             319.57   (m)         1048.5    (f) LEVELING    3  
 QP0023  NAVD 88 (06/15/91)  319.572  (m)         1048.46   (f) SUPERSEDED  1 1
 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
 QP0023.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QP0023.See file dsdata.pdf to determine how the superseded data were derived.
 QP0023
 QP0023_MARKER: DB = BENCH MARK DISK
 QP0023_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 QP0023_SP_SET: BRIDGE WALKWAY
 QP0023_STAMPING: 0503 N 1962
 QP0023_MARK LOGO: MNHD
 QP0023_MAGNETIC: N = NO MAGNETIC MATERIAL
 QP0023_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QP0023_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 QP0023+SATELLITE: SATELLITE OBSERVATIONS - August 08, 2018
 QP0023
 QP0023  HISTORY     - Date     Condition        Report By
 QP0023  HISTORY     - 19620401 MONUMENTED       MNHD
 QP0023  HISTORY     - 1974     GOOD             MNDT
 QP0023  HISTORY     - 1976     GOOD             NGS
 QP0023  HISTORY     - 19930922 GOOD             MNGS
 QP0023  HISTORY     - 19960501 GOOD             MNDT
 QP0023  HISTORY     - 20080422 GOOD             MNDT
 QP0023  HISTORY     - 20080623 GOOD             MNDT
 QP0023  HISTORY     - 20080701 GOOD             GEOCAC
 QP0023  HISTORY     - 20170504 GOOD             MNDT
 QP0023  HISTORY     - 20171010 GOOD             MNDT
 QP0023  HISTORY     - 20180808 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.
 QP0023
 QP0023                          STATION RECOVERY (2008)
 QP0023
 QP0023'RECOVERY NOTE BY MN DEPT OF TRANSP 2008 (MPP)
 QP0023'IN SAINT CLOUD, IN NORTHEAST END OF SOUTHEAST WALKWAY OF EASTBOUND
 QP0023'TRUNK HIGHWAY 23 BRIDGE 9022 OVER TRUNK HIGHWAY 10, AT TRUNK HIGHWAY
 QP0023'23 MILEPOINT 207.9, 27.5 FEET SOUTHEAST OF EASTBOUND TRUNK HIGHWAY 23,
 QP0023'0.7 FOOT SOUTHWEST OF NORTHEAST END OF WALKWAY, MARK WILL BE DESTROYED
 QP0023'WHEN BRIDGE IS REPLACED.
 QP0023
 QP0023                          STATION RECOVERY (2008)
 QP0023
 QP0023'RECOVERY NOTE BY MN DEPT OF TRANSP 2008 (MPP)
 QP0023'THE MARK IS LOCATED ABOUT 6.1 MI (9.8 KM) NORTH OF SAINT AUGUSTA, 4.9
 QP0023'MI (7.9 KM) NORTHWEST OF CABLE AND 1.2 MI (1.9 KM) EAST-NORTHEAST OF
 QP0023'SAINT CLOUD.
 QP0023'
 QP0023'TO REACH TO THE MARK IN SAINT CLOUD, IN NORTHEAST END OF SOUTHEAST
 QP0023'WALKWAY OF EASTBOUND TRUNK HIGHWAY 23 BRIDGE 9022 OVER TRUNK HIGHWAY
 QP0023'10, AT TRUNK HIGHWAY 23 MILE POINT 207.9, 27.5 FT (8.4 M) SOUTHEAST OF
 QP0023'EASTBOUND TRUNK HIGHWAY 23, 0.7 FT (0.2 M) SOUTHWEST OF NORTHEAST END
 QP0023'OF WALKWAY.
 QP0023
 QP0023                          STATION RECOVERY (2008)
 QP0023
 QP0023'RECOVERY NOTE BY GEOCACHING 2008
 QP0023'THE MARK IS 25.4 CM (0.8 FT) ABOVE THE ROADWAY OF T.H. 23.
 QP0023
 QP0023                          STATION RECOVERY (2017)
 QP0023
 QP0023'RECOVERY NOTE BY MN DEPT OF TRANSP 2017 (KMS)
 QP0023'THE MARK IS LOCATED ABOUT IN ST. CLOUD.
 QP0023'
 QP0023'TO REACH THE MARK IN THE NORTHEAST END OF THE SOUTHEAST WALKWAY OF AN
 QP0023'EASTBOUND TRUNK HIGHWAY 23 BRIDGE NUMBER 9022 OVER TRUNK HIGHWAY 10 IN
 QP0023'ST. CLOUD, AT TRUNK HIGHWAY 23 MILE POINT 207.9.
 QP0023'
 QP0023'THE MARK IS LOCATED 27.5 FT (8.4 M) SOUTHEAST OF EASTBOUND TRUNK
 QP0023'HIGHWAY 23, 0.7 FT (21 CM) SOUTHWEST OF THE NORTHEAST END OF A
 QP0023'WALKWAY.
 QP0023
 QP0023                          STATION RECOVERY (2017)
 QP0023
 QP0023'RECOVERY NOTE BY MN DEPT OF TRANSP 2017 (KMS)
 QP0023'RECOVERED AS DESCRIBED.
 QP0023
 QP0023                          STATION RECOVERY (2018)
 QP0023
 QP0023'RECOVERY NOTE BY MN DEPT OF TRANSP 2018 (MAS)
 QP0023'IN ST. CLOUD, IN THE NORTHEAST END OF THE SOUTHEAST WALKWAY OF
 QP0023'EASTBOUND TRUNK HIGHWAY 23 BRIDGE NUMBER 9022 OVER TRUNK HIGHWAY 10 IN
 QP0023'ST. CLOUD, AT TRUNK HIGHWAY 23 MILE POINT 207.9, 27.5 FT (8.4 M)
 QP0023'SOUTHEAST OF EASTBOUND TRUNK HIGHWAY 23, 0.7 FT (21 CM) SOUTHWEST OF
 QP0023'THE NORTHEAST END OF A WALKWAY.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 QP0024 ***********************************************************************
 QP0024  DESIGNATION -  0503 O
 QP0024  PID         -  QP0024
 QP0024  STATE/COUNTY-  MN/BENTON
 QP0024  COUNTRY     -  US
 QP0024  USGS QUAD   -  SAINT CLOUD (2019)
 QP0024
 QP0024                         *CURRENT SURVEY CONTROL
 QP0024  ______________________________________________________________________
 QP0024* NAD 83(1986) POSITION- 45 33 49.1    (N) 094 08 43.6    (W)   HD_HELD2
 QP0024* NAVD 88 ORTHO HEIGHT -   313.635 (meters)     1028.98  (feet) ADJUSTED
 QP0024  ______________________________________________________________________
 QP0024  GEOID HEIGHT    -        -27.098 (meters)                     GEOID18
 QP0024  DYNAMIC HEIGHT  -        313.628 (meters)     1028.96  (feet) COMP
 QP0024  MODELED GRAVITY -    980,586.5   (mgal)                       NAVD 88
 QP0024
 QP0024  VERT ORDER      -  FIRST     CLASS I
 QP0024
 QP0024.The horizontal coordinates were established by autonomous hand held GPS
 QP0024.observations and have an estimated accuracy of +/- 10 meters.
 QP0024
 QP0024.The orthometric height was determined by differential leveling and
 QP0024.adjusted by the NATIONAL GEODETIC SURVEY
 QP0024.in June 1991.
 QP0024
 QP0024.Significant digits in the geoid height do not necessarily reflect accuracy.
 QP0024.GEOID18 height accuracy estimate available here.
 QP0024
 QP0024.Click photographs - Photos may exist for this station.
 QP0024
 QP0024.The dynamic height is computed by dividing the NAVD 88
 QP0024.geopotential number by the normal gravity value computed on the
 QP0024.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QP0024.degrees latitude (g = 980.6199 gals.).
 QP0024
 QP0024.The modeled gravity was interpolated from observed gravity values.
 QP0024
 QP0024;                    North         East    Units  Estimated Accuracy
 QP0024;SPC MN C     -   162,653.      808,163.      MT  (+/- 10 meters HH2 GPS)
 QP0024
 QP0024_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL1061146204(NAD 83)
 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
 QP0024.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QP0024.See file dsdata.pdf to determine how the superseded data were derived.
 QP0024
 QP0024_MARKER: DB = BENCH MARK DISK
 QP0024_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 QP0024_SP_SET: BRIDGE WALKWAY
 QP0024_STAMPING: 0503 O 1962
 QP0024_MARK LOGO: MNHD
 QP0024_MAGNETIC: N = NO MAGNETIC MATERIAL
 QP0024_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QP0024_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 QP0024+SATELLITE: SATELLITE OBSERVATIONS - June 17, 2008
 QP0024
 QP0024  HISTORY     - Date     Condition        Report By
 QP0024  HISTORY     - 1962     MONUMENTED       MNHD
 QP0024  HISTORY     - 1974     GOOD             MNDT
 QP0024  HISTORY     - 1976     GOOD             NGS
 QP0024  HISTORY     - 19930922 GOOD             MNGS
 QP0024  HISTORY     - 20080422 GOOD             MNDT
 QP0024  HISTORY     - 20080617 GOOD             GEOCAC
 QP0024
 QP0024                          STATION DESCRIPTION
 QP0024
 QP0024'DESCRIBED BY MN DEPT OF TRANSP 1974
 QP0024'IN ST CLOUD.
 QP0024'THE MARK IS LOCATED ABOUT 0.4 MILES WEST ALONG T.H. 23 FROM THE T.H.
 QP0024'23 BRIDGE OVER T.H. 10 EAST OF ST. CLOUD.  IT IS IN THE SOUTHEAST
 QP0024'CORNER OF BRIDGE NO. 6846 (BURLINGTON NORTHERN RAILROAD OVER T.H. 23),
 QP0024'7.8 FEET NORTHEAST OF THE NORTHEAST RAIL OF THE NORTHEAST SET OF
 QP0024'TRACKS, AND 0.8 FEET NORTHWEST OF THE SOUTHEAST END OF THE BRIDGE. IT
 QP0024'IS ABOUT LEVEL WITH THE TRACKS AND CEMENTED INTO THE WALKWAY OF THE
 QP0024'BRIDGE.  SW 1/4 SECTION 36, T36N, R31W.
 QP0024
 QP0024                          STATION RECOVERY (1976)
 QP0024
 QP0024'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 QP0024'AT ST. CLOUD, AT THE BURLINGTON NORTHERN RAILROAD BRIDGE NUMBER
 QP0024'6864 OVER 3RD STREET SOUTHEAST (STATE HIGHWAYS 23 AND 52), 7.8
 QP0024'FT. NORTHEAST OF THE NORTHEAST RAIL OF THE NORTHEAST MOST TRACK,IN
 QP0024'THE TOP OF THE SOUTHEAST END OF THE NORTHEAST CONCRETE WALKWAY OF THE
 QP0024'BRIDGE, 0.8 FT. NORTHWEST OF THE SOUTHEAST END OF THE BRIDGE.
 QP0024
 QP0024                          STATION RECOVERY (1993)
 QP0024
 QP0024'RECOVERY NOTE BY MINNESOTA GEODETIC SURVEY 1993 (HTS)
 QP0024'THE MARK IS LOCATED IN THE CITY OF ST CLOUD AT THE SE COR OF THE
 QP0024'WALKWAY OF RR BRDG NO 6846 OVER TH 23.  THE MARK IS 0.4 MI (0.6 KM)
 QP0024'WEST ON TH 10 FROM THE JCT OF TH 10 AND TH 23, AT TH 23 MP 207.5, 7.8
 QP0024'FT (2.4 M) NE OF THE NE RAIL OF RR TRACKS, AND 0.8 FT (24.4 CM) NW OF
 QP0024'THE SE END OF THE BRDG.
 QP0024
 QP0024                          STATION RECOVERY (2008)
 QP0024
 QP0024'RECOVERY NOTE BY MN DEPT OF TRANSP 2008 (MPP)
 QP0024'RECOVERED AS DESCRIBED.
 QP0024
 QP0024                          STATION RECOVERY (2008)
 QP0024
 QP0024'RECOVERY NOTE BY GEOCACHING 2008
 QP0024'THE MARK IS 2.4M (7.9 FT) NE OF THE NE RAIL OF RR TRACKS, AND 24.1 CM
 QP0024'(0.8 FT) N OF THE SE END OF THE BRIDGE.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 AG9651 ***********************************************************************
 AG9651  DESIGNATION -  0503 R
 AG9651  PID         -  AG9651
 AG9651  STATE/COUNTY-  MN/BENTON
 AG9651  COUNTRY     -  US
 AG9651  USGS QUAD   -  SAINT CLOUD (2019)
 AG9651
 AG9651                         *CURRENT SURVEY CONTROL
 AG9651  ______________________________________________________________________
 AG9651* NAD 83(1986) POSITION- 45 34 21.56   (N) 094 07 39.64   (W)   HD_HELD1
 AG9651* NAVD 88 ORTHO HEIGHT -   312.529 (meters)     1025.36  (feet) ADJUSTED
 AG9651  ______________________________________________________________________
 AG9651  GEOID HEIGHT    -        -27.113 (meters)                     GEOID18
 AG9651  DYNAMIC HEIGHT  -        312.522 (meters)     1025.33  (feet) COMP
 AG9651  MODELED GRAVITY -    980,587.1   (mgal)                       NAVD 88
 AG9651
 AG9651  VERT ORDER      -  SECOND    CLASS I
 AG9651
 AG9651.The horizontal coordinates were determined by differentially corrected
 AG9651.hand held GPS observations or other comparable positioning techniques
 AG9651.and have an estimated accuracy of +/- 3 meters.
 AG9651
 AG9651.The orthometric height was determined by differential leveling and
 AG9651.adjusted by the NATIONAL GEODETIC SURVEY
 AG9651.in May 2018.
 AG9651
 AG9651.Significant digits in the geoid height do not necessarily reflect accuracy.
 AG9651.GEOID18 height accuracy estimate available here.
 AG9651
 AG9651.Click photographs - Photos may exist for this station.
 AG9651
 AG9651.The dynamic height is computed by dividing the NAVD 88
 AG9651.geopotential number by the normal gravity value computed on the
 AG9651.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG9651.degrees latitude (g = 980.6199 gals.).
 AG9651
 AG9651.The modeled gravity was interpolated from observed gravity values.
 AG9651
 AG9651;                    North         East    Units  Estimated Accuracy
 AG9651;SPC MN C     -   163,656.7     809,548.3     MT  (+/- 3 meters HH1 GPS) 
 AG9651
 AG9651_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL1201147186(NAD 83)
 AG9651
 AG9651                          SUPERSEDED SURVEY CONTROL
 AG9651
 AG9651  NAVD 88 (08/10/04)  312.530  (m)         1025.36   (f) SUPERSEDED  2 1
 AG9651
 AG9651.Superseded values are not recommended for survey control.
 AG9651
 AG9651.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG9651.See file dsdata.pdf to determine how the superseded data were derived.
 AG9651
 AG9651_MARKER: DB = BENCH MARK DISK
 AG9651_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 AG9651_SP_SET: BOX CULVERT
 AG9651_STAMPING: 0503 R 1993
 AG9651_MARK LOGO: MNHD
 AG9651_MAGNETIC: N = NO MAGNETIC MATERIAL
 AG9651_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AG9651+STABILITY: SURFACE MOTION
 AG9651_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AG9651+SATELLITE: SATELLITE OBSERVATIONS - August 18, 2018
 AG9651
 AG9651  HISTORY     - Date     Condition        Report By
 AG9651  HISTORY     - 1993     MONUMENTED       MNDT
 AG9651  HISTORY     - 20080422 GOOD             MNDT
 AG9651  HISTORY     - 20170504 GOOD             MNDT
 AG9651  HISTORY     - 20180818 GOOD             MNDT
 AG9651
 AG9651                          STATION DESCRIPTION
 AG9651
 AG9651'DESCRIBED BY MN DEPT OF TRANSP 1993 (HTS)
 AG9651'THE MARK IS LOCATED ABOUT 1.5 MI (2.4 KM) NE OF ST CLOUD IN A BOX
 AG9651'CULV.  THE MARK IS 0.7 MI (1.1 KM) NE OF JCT OF TH 23 AND TH 10, AT TH
 AG9651'23 MP 208.6, 35 FT (10.7 M) SE OF AND ABOUT 3 FT (0.9 M) LOWER THAN TH
 AG9651'23, 59.4 FT (18.1 M) NW OF A P-POLE, 0.5 FT (15.2 CM) SW OF THE NE COR
 AG9651'OF A BOX CULV, AND 1.0 FT (0.3 M) WEST OF A WIT POST.
 AG9651
 AG9651                          STATION RECOVERY (2008)
 AG9651
 AG9651'RECOVERY NOTE BY MN DEPT OF TRANSP 2008 (MPP)
 AG9651'THE MARK IS 1.5 MI (2.4 KM) NORTHEAST OF SAINT CLOUD, 0.7 MI (1.1 KM)
 AG9651'NORTHEAST OF THE JUNCTION OF TRUNK HIGHWAY 23 AND TRUNK HIGHWAY 10, IN
 AG9651'NORTHEAST CORNER OF TRUNK HIGHWAY 23 BOX CULVERT, AT TRUNK HIGHWAY 23
 AG9651'MILE POINT 208.6.
 AG9651'
 AG9651'IT IS 35.0 FT (10.7 M) SOUTHEAST OF EAST-BOUND TRUNK HIGHWAY 23 AND
 AG9651'3.0 FT (0.9 M) LOWER THAN TRUNK HIGHWAY 23, 59.4 FT (18.1 M) NORTHWEST
 AG9651'OF POWER POLE, 0.5 FT (15 CM) SOUTHWEST OF THE NORTHEAST CORNER OF BOX
 AG9651'CULVERT, 1.0 FT (0.3 M) WEST OF A WITNESS POST.
 AG9651
 AG9651                          STATION RECOVERY (2017)
 AG9651
 AG9651'RECOVERY NOTE BY MN DEPT OF TRANSP 2017 (KMS)
 AG9651'RECOVERED AS DESCRIBED.
 AG9651
 AG9651                          STATION RECOVERY (2018)
 AG9651
 AG9651'RECOVERY NOTE BY MN DEPT OF TRANSP 2018 (MAS)
 AG9651'1.5 MI (2.4 KM) NORTHEAST OF ST. CLOUD, IN THE NORTHEAST CORNER OF A
 AG9651'TRUNK HIGHWAY 23 BOX CULVERT, 35.0 FT (10.7 M) SOUTHEAST OF EASTBOUND
 AG9651'TRUNK HIGHWAY 23, 0.7 MI (1.1 KM) NORTHEAST ALONG TRUNK HIGHWAY 23
 AG9651'FROM THE JUNCTION OF TRUNK HIGHWAY 23 AND TRUNK HIGHWAY 10 IN ST.
 AG9651'CLOUD, AT TRUNK HIGHWAY 23 MILE POINT 208.6, 0.5 FT (15 CM) SOUTHWEST
 AG9651'OF THE NORTHEAST CORNER OF A BOX CULVERT, 1.0 FT (0.3 M) WEST OF A
 AG9651'WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 AG9652 ***********************************************************************
 AG9652  DESIGNATION -  0503 S
 AG9652  PID         -  AG9652
 AG9652  STATE/COUNTY-  MN/BENTON
 AG9652  COUNTRY     -  US
 AG9652  USGS QUAD   -  CABLE (2019)
 AG9652
 AG9652                         *CURRENT SURVEY CONTROL
 AG9652  ______________________________________________________________________
 AG9652* NAD 83(1986) POSITION- 45 34 41.89   (N) 094 07 01.66   (W)   HD_HELD1
 AG9652* NAVD 88 ORTHO HEIGHT -   321.694 (meters)     1055.42  (feet) ADJUSTED
 AG9652  ______________________________________________________________________
 AG9652  GEOID HEIGHT    -        -27.122 (meters)                     GEOID18
 AG9652  DYNAMIC HEIGHT  -        321.688 (meters)     1055.40  (feet) COMP
 AG9652  MODELED GRAVITY -    980,587.3   (mgal)                       NAVD 88
 AG9652
 AG9652  VERT ORDER      -  SECOND    CLASS I
 AG9652
 AG9652.The horizontal coordinates were determined by differentially corrected
 AG9652.hand held GPS observations or other comparable positioning techniques
 AG9652.and have an estimated accuracy of +/- 3 meters.
 AG9652
 AG9652.The orthometric height was determined by differential leveling and
 AG9652.adjusted by the NATIONAL GEODETIC SURVEY
 AG9652.in May 2018.
 AG9652
 AG9652.Significant digits in the geoid height do not necessarily reflect accuracy.
 AG9652.GEOID18 height accuracy estimate available here.
 AG9652
 AG9652.Click photographs - Photos may exist for this station.
 AG9652
 AG9652.The dynamic height is computed by dividing the NAVD 88
 AG9652.geopotential number by the normal gravity value computed on the
 AG9652.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG9652.degrees latitude (g = 980.6199 gals.).
 AG9652
 AG9652.The modeled gravity was interpolated from observed gravity values.
 AG9652
 AG9652;                    North         East    Units  Estimated Accuracy
 AG9652;SPC MN C     -   164,285.6     810,370.7     MT  (+/- 3 meters HH1 GPS) 
 AG9652
 AG9652_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL1284347802(NAD 83)
 AG9652
 AG9652                          SUPERSEDED SURVEY CONTROL
 AG9652
 AG9652  NAVD 88 (08/10/04)  321.701  (m)         1055.45   (f) SUPERSEDED  2 1
 AG9652
 AG9652.Superseded values are not recommended for survey control.
 AG9652
 AG9652.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG9652.See file dsdata.pdf to determine how the superseded data were derived.
 AG9652
 AG9652_MARKER: DD = SURVEY DISK
 AG9652_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 AG9652_SP_SET: FOUNDATION
 AG9652_STAMPING: 0503 S 1993
 AG9652_MARK LOGO: MNDT
 AG9652_MAGNETIC: N = NO MAGNETIC MATERIAL
 AG9652_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AG9652+STABILITY: SURFACE MOTION
 AG9652_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AG9652+SATELLITE: SATELLITE OBSERVATIONS - August 08, 2018
 AG9652
 AG9652  HISTORY     - Date     Condition        Report By
 AG9652  HISTORY     - 1993     MONUMENTED       MNDT
 AG9652  HISTORY     - 20080422 GOOD             MNDT
 AG9652  HISTORY     - 20170504 GOOD             MNDT
 AG9652  HISTORY     - 20180808 GOOD             MNDT
 AG9652
 AG9652                          STATION DESCRIPTION
 AG9652
 AG9652'DESCRIBED BY MN DEPT OF TRANSP 1993 (HTS)
 AG9652'THE MARK IS LOCATED ABOUT 2 MI (3.2 KM) NE OF ST CLOUD, IN A SQUARE
 AG9652'CONC FOOTING.  THE MARK IS 1.4 MI (2.3 KM) NE OF THE JCT OF TH 23 AND
 AG9652'TH 10, AT TH 23 MP 209.3, 173 FT (52.7 M) NNW OF AND ABOUT 2 FT (0.6
 AG9652'M) LOWER THAN TH 23, 133.1 FT (40.6 M) SE OF THE SW COR OF A BLDG, 1.0
 AG9652'FT (0.3 M) SE OF THE DOOR SERVICE SIGN, 0.6 FT (18.3 CM) WEST OF THE
 AG9652'SE COR OF A 2.7 FT (0.8 M) SQUARE CONC FOOTING.
 AG9652
 AG9652                          STATION RECOVERY (2008)
 AG9652
 AG9652'RECOVERY NOTE BY MN DEPT OF TRANSP 2008 (MPP)
 AG9652'THE MARK IS 2.0 MI (3.2 KM) NORTHEAST OF SAINT CLOUD, 1.4 MI (2.3 KM)
 AG9652'NORTHEAST OF THE JUNCTION OF TRUNK HIGHWAY 23 AND TRUNK HIGHWAY 10, IN
 AG9652'SOUTHEAST CORNER OF 2.7 FT (0.8 M) SQUARE CONCRETE FOOTING, AT TRUNK
 AG9652'HIGHWAY 23 MILE POINT 209.
 AG9652'
 AG9652'IT IS 173 FT (52.7 M) NORTH-NORTHWEST OF WESTBOUND TRUNK HIGHWAY 23
 AG9652'AND 2.0 FT (0.6 M) LOWER THAN TRUNK HIGHWAY 23, 133.1 FT (40.6 M)
 AG9652'SOUTHEAST OF THE SOUTHWEST CORNER OF BUILDING, 1.0 FT (0.3 M)
 AG9652'SOUTHEAST OF CENTRAL MINNESOTA GARAGE DOOR SIGN, 0.6 FT (18 CM) WEST
 AG9652'OF THE SOUTHEAST CORNER OF FOOTING.
 AG9652
 AG9652                          STATION RECOVERY (2017)
 AG9652
 AG9652'RECOVERY NOTE BY MN DEPT OF TRANSP 2017 (KMS)
 AG9652'RECOVERED AS DESCRIBED.
 AG9652
 AG9652                          STATION RECOVERY (2018)
 AG9652
 AG9652'RECOVERY NOTE BY MN DEPT OF TRANSP 2018 (MAS)
 AG9652'2.0 MI (3.2 KM) NORTHEAST OF ST. CLOUD, 1.4 MI (2.3 KM) NORTHEAST
 AG9652'ALONG TRUNK HIGHWAY 23 FROM THE JUNCTION OF TRUNK HIGHWAY 23 AND TRUNK
 AG9652'HIGHWAY 10 IN ST. CLOUD, AT TRUNK HIGHWAY 23 MILE POINT 209.2, IN THE
 AG9652'SOUTHEAST CORNER OF A 2.7 FT (0.8 M) SQUARE CONCRETE FOOTING, 173.0 FT
 AG9652'(52.7 M) NORTH-NORTHWEST OF WESTBOUND TRUNK HIGHWAY 23, 133.1 FT (40.6
 AG9652'M) SOUTHEAST OF THE SOUTHWEST CORNER OF A BUILDING, 1.0 FT (0.3 M)
 AG9652'SOUTHEAST OF A SIGN POST, 0.6 FT (18 CM) WEST OF THE SOUTHEAST CORNER
 AG9652'OF A FOOTING.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 AG9653 ***********************************************************************
 AG9653  DESIGNATION -  0503 T
 AG9653  PID         -  AG9653
 AG9653  STATE/COUNTY-  MN/BENTON
 AG9653  COUNTRY     -  US
 AG9653  USGS QUAD   -  CABLE (2019)
 AG9653
 AG9653                         *CURRENT SURVEY CONTROL
 AG9653  ______________________________________________________________________
 AG9653* NAD 83(2011) POSITION- 45 34 53.26624(N) 094 06 15.03347(W)   ADJUSTED
 AG9653* NAD 83(2011) ELLIP HT-   295.477 (meters)        (06/27/12)   ADJUSTED
 AG9653* NAD 83(2011) EPOCH   -  2010.00
 AG9653* NAVD 88 ORTHO HEIGHT -   322.608 (meters)     1058.42  (feet) ADJUSTED
 AG9653  ______________________________________________________________________
 AG9653  GEOID HEIGHT    -        -27.138 (meters)                     GEOID18
 AG9653  NAD 83(2011) X  -   -320,052.494 (meters)                     COMP
 AG9653  NAD 83(2011) Y  - -4,460,403.924 (meters)                     COMP
 AG9653  NAD 83(2011) Z  -  4,533,021.669 (meters)                     COMP
 AG9653  LAPLACE CORR    -         -4.00  (seconds)                    DEFLEC18
 AG9653  DYNAMIC HEIGHT  -        322.602 (meters)     1058.40  (feet) COMP
 AG9653  MODELED GRAVITY -    980,587.2   (mgal)                       NAVD 88
 AG9653
 AG9653  VERT ORDER      -  SECOND    CLASS I
 AG9653
 AG9653  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AG9653  Standards:
 AG9653         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AG9653            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AG9653  -------------------------------------------------------------------
 AG9653  NETWORK    0.28   0.41           0.13   0.09   0.21      0.02526684
 AG9653  -------------------------------------------------------------------
 AG9653  Click here for local accuracies and other accuracy information.
 AG9653
 AG9653.The horizontal coordinates were established by GPS observations
 AG9653.and adjusted by the National Geodetic Survey in June 2012.
 AG9653
 AG9653.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AG9653.been affixed to the stable North American tectonic plate. See 
 AG9653.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AG9653
 AG9653.The horizontal coordinates are valid at the epoch date displayed above
 AG9653.which is a decimal equivalence of Year/Month/Day.
 AG9653
 AG9653.The orthometric height was determined by differential leveling and
 AG9653.adjusted by the NATIONAL GEODETIC SURVEY
 AG9653.in May 2018.
 AG9653
 AG9653.Significant digits in the geoid height do not necessarily reflect accuracy.
 AG9653.GEOID18 height accuracy estimate available here.
 AG9653
 AG9653.Click photographs - Photos may exist for this station.
 AG9653
 AG9653.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AG9653
 AG9653.The Laplace correction was computed from DEFLEC18 derived deflections.
 AG9653
 AG9653.The ellipsoidal height was determined by GPS observations
 AG9653.and is referenced to NAD 83.
 AG9653
 AG9653.The dynamic height is computed by dividing the NAVD 88
 AG9653.geopotential number by the normal gravity value computed on the
 AG9653.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG9653.degrees latitude (g = 980.6199 gals.).
 AG9653
 AG9653.The modeled gravity was interpolated from observed gravity values.
 AG9653
 AG9653. The following values were computed from the NAD 83(2011) position.
 AG9653
 AG9653;                    North         East     Units Scale Factor Converg.
 AG9653;SPC MN C     -   164,638.642   811,380.960   MT  1.00000781   +0 06 19.8
 AG9653;SPC MN C     -   540,151.94  2,662,005.70   sFT  1.00000781   +0 06 19.8
 AG9653;UTM  15      - 5,048,139.740   413,858.852   MT  0.99969123   -0 47 19.3
 AG9653
 AG9653!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AG9653!SPC MN C     -   0.99995368  x   1.00000781  =   0.99996149
 AG9653!UTM  15      -   0.99995368  x   0.99969123  =   0.99964492
 AG9653
 AG9653_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL1385848139(NAD 83)
 AG9653
 AG9653                          SUPERSEDED SURVEY CONTROL
 AG9653
 AG9653  NAD 83(2007)-  45 34 53.26649(N)    094 06 15.03396(W) AD(2002.00) 1
 AG9653  ELLIP H (10/16/09)  295.505  (m)                       GP(2002.00) 3 1
 AG9653  NAVD 88             322.61   (m)         1058.4    (f) LEVELING    3  
 AG9653  NAVD 88 (08/10/04)  322.608  (m)         1058.42   (f) SUPERSEDED  2 1
 AG9653
 AG9653.Superseded values are not recommended for survey control.
 AG9653
 AG9653.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG9653.See file dsdata.pdf to determine how the superseded data were derived.
 AG9653
 AG9653_MARKER: DV = VERTICAL CONTROL DISK
 AG9653_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 AG9653_STAMPING: 0503 T 1993
 AG9653_MARK LOGO: MNDT
 AG9653_PROJECTION: RECESSED 8 CENTIMETERS
 AG9653_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AG9653_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AG9653_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AG9653+SATELLITE: SATELLITE OBSERVATIONS - August 08, 2018
 AG9653_ROD/PIPE-DEPTH: 10.7 meters
 AG9653
 AG9653  HISTORY     - Date     Condition        Report By
 AG9653  HISTORY     - 1993     MONUMENTED       MNDT
 AG9653  HISTORY     - 19970401 GOOD             MNDT
 AG9653  HISTORY     - 20070731 GOOD             INDIV
 AG9653  HISTORY     - 20080422 GOOD             MNDT
 AG9653  HISTORY     - 20170504 GOOD             MNDT
 AG9653  HISTORY     - 20180808 GOOD             MNDT
 AG9653
 AG9653                          STATION DESCRIPTION
 AG9653
 AG9653'DESCRIBED BY MN DEPT OF TRANSP 1993 (HTS)
 AG9653'THE MARK IS LOCATED ABOUT 3 MI (4.8 KM) NE OF ST CLOUD, 2.0 MI (3.2
 AG9653'KM) NE OF JCT OF TH 23 AND TH 10, AT TH 23 MP 209.9, 238 FT (72.5 M)
 AG9653'NNW OF AND ABOUT 1 FT (0.3 M) LOWER THAN TH 23, 41 FT (12.5 M) EAST OF
 AG9653'28TH AVE NE, 84 FT (25.6 M) NORTH OF 10TH ST NE, 100.0 FT (30.5 M) NW
 AG9653'OF A P-POLE, 47.5 FT (14.5 M) NORTH OF A P-POLE, AND 1.0 FT (0.3 M)
 AG9653'EAST OF A WIT POST.
 AG9653
 AG9653                          STATION RECOVERY (1997)
 AG9653
 AG9653'RECOVERY NOTE BY MN DEPT OF TRANSP 1997 (WAS)
 AG9653'THE MARK WAS RECOVERED AS DESCRIBED, 0.6 FT (18.3 CM) WEST OF WITNESS
 AG9653'POST.
 AG9653
 AG9653                          STATION RECOVERY (2007)
 AG9653
 AG9653'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2007 (BAJ)
 AG9653'RECOVERED AS DESCRIBED.
 AG9653
 AG9653                          STATION RECOVERY (2008)
 AG9653
 AG9653'RECOVERY NOTE BY MN DEPT OF TRANSP 2008 (MPP)
 AG9653'3.0 MILES NORTHEAST OF SAINT CLOUD, 2.0 MILES NORTHEAST OF JUNCTION OF
 AG9653'TRUNK HIGHWAY 23 AND TRUNK HIGHWAY 10, 238 FEET NORTH-NORTHWEST OF
 AG9653'WESTBOUND OF TRUNK HIGHWAY 23 AND 1.0 FEET LOWER THAN TRUNK HIGHWAY
 AG9653'23, AT TRUNK HIGHWAY 23 MILEPOINT 209.85, 41.0 FEET EAST OF 28TH
 AG9653'AVENUE NORTHEAST, 84.0 FEET NORTH OF 10TH STREET NORTHEAST, 100.0 FEET
 AG9653'NORTHWEST OF POWER POLE, 47.5 FEET NORTH OF POWER POLE, 0.6 FEET WEST
 AG9653'OF WITNESS POST, AT SUMMER LAND FAMILY FUN PARK.
 AG9653
 AG9653                          STATION RECOVERY (2017)
 AG9653
 AG9653'RECOVERY NOTE BY MN DEPT OF TRANSP 2017 (KMS)
 AG9653'RECOVERED AS DESCRIBED.
 AG9653
 AG9653                          STATION RECOVERY (2018)
 AG9653
 AG9653'RECOVERY NOTE BY MN DEPT OF TRANSP 2018 (MAS)
 AG9653'3.0 MI (4.8 KM) NORTHEAST OF ST. CLOUD, 2.0 MI (3.2 KM) NORTHEAST
 AG9653'ALONG TRUNK HIGHWAY 23 FROM THE JUNCTION OF TRUNK HIGHWAY 23 AND TRUNK
 AG9653'HIGHWAY 10 IN ST. CLOUD, 238.0 FT (72.5 M) NORTH-NORTHWEST OF
 AG9653'WESTBOUND OF TRUNK HIGHWAY 23, AT TRUNK HIGHWAY 23 MILE POINT 209.85,
 AG9653'84.0 FT (25.6 M) NORTH OF 10TH STREET NORTHEAST, 41.0 FT (12.5 M) EAST
 AG9653'OF 28TH AVENUE NORTHEAST, 0.5 FT (15 CM) WEST OF A WITNESS POST.  AT
 AG9653'THE SUMMER LAND FAMILY FUN PARK.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 AG9654 ***********************************************************************
 AG9654  DESIGNATION -  0503 U
 AG9654  PID         -  AG9654
 AG9654  STATE/COUNTY-  MN/BENTON
 AG9654  COUNTRY     -  US
 AG9654  USGS QUAD   -  CABLE (2019)
 AG9654
 AG9654                         *CURRENT SURVEY CONTROL
 AG9654  ______________________________________________________________________
 AG9654* NAD 83(1986) POSITION- 45 34 53.65   (N) 094 05 28.94   (W)   HD_HELD1
 AG9654* NAVD 88 ORTHO HEIGHT -   321.597 (meters)     1055.11  (feet) ADJUSTED
 AG9654  ______________________________________________________________________
 AG9654  GEOID HEIGHT    -        -27.158 (meters)                     GEOID18
 AG9654  DYNAMIC HEIGHT  -        321.590 (meters)     1055.08  (feet) COMP
 AG9654  MODELED GRAVITY -    980,586.7   (mgal)                       NAVD 88
 AG9654
 AG9654  VERT ORDER      -  SECOND    CLASS I
 AG9654
 AG9654.The horizontal coordinates were determined by differentially corrected
 AG9654.hand held GPS observations or other comparable positioning techniques
 AG9654.and have an estimated accuracy of +/- 3 meters.
 AG9654
 AG9654.The orthometric height was determined by differential leveling and
 AG9654.adjusted by the NATIONAL GEODETIC SURVEY
 AG9654.in May 2018.
 AG9654
 AG9654.Significant digits in the geoid height do not necessarily reflect accuracy.
 AG9654.GEOID18 height accuracy estimate available here.
 AG9654
 AG9654.Click photographs - Photos may exist for this station.
 AG9654
 AG9654.The dynamic height is computed by dividing the NAVD 88
 AG9654.geopotential number by the normal gravity value computed on the
 AG9654.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG9654.degrees latitude (g = 980.6199 gals.).
 AG9654
 AG9654.The modeled gravity was interpolated from observed gravity values.
 AG9654
 AG9654;                    North         East    Units  Estimated Accuracy
 AG9654;SPC MN C     -   164,652.4     812,380.2     MT  (+/- 3 meters HH1 GPS) 
 AG9654
 AG9654_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL1485748137(NAD 83)
 AG9654
 AG9654                          SUPERSEDED SURVEY CONTROL
 AG9654
 AG9654  NAVD 88 (08/10/04)  321.599  (m)         1055.11   (f) SUPERSEDED  2 1
 AG9654
 AG9654.Superseded values are not recommended for survey control.
 AG9654
 AG9654.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG9654.See file dsdata.pdf to determine how the superseded data were derived.
 AG9654
 AG9654_MARKER: DD = SURVEY DISK
 AG9654_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 AG9654+WITH SETTING: PAVEMENT
 AG9654_SP_SET: FOOTING
 AG9654_STAMPING: 0503 U 1993
 AG9654_MARK LOGO: MNDT
 AG9654_MAGNETIC: N = NO MAGNETIC MATERIAL
 AG9654_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AG9654+STABILITY: SURFACE MOTION
 AG9654_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AG9654+SATELLITE: SATELLITE OBSERVATIONS - August 08, 2018
 AG9654
 AG9654  HISTORY     - Date     Condition        Report By
 AG9654  HISTORY     - 1993     MONUMENTED       MNDT
 AG9654  HISTORY     - 19970401 GOOD             MNDT
 AG9654  HISTORY     - 20080422 GOOD             MNDT
 AG9654  HISTORY     - 20170504 GOOD             MNDT
 AG9654  HISTORY     - 20180808 GOOD             MNDT
 AG9654
 AG9654                          STATION DESCRIPTION
 AG9654
 AG9654'DESCRIBED BY MN DEPT OF TRANSP 1993 (HTS)
 AG9654'THE MARK IS LOCATED ABOUT 4 MI (6.4 KM) NE OF ST CLOUD, IN THE SE COR
 AG9654'OF A JOHN DEERE SIGN POST CONC FOOTING.  THE MARK IS 2.6 MI (4.2 KM)
 AG9654'NE OF JCT OF TH 23 AND TH 10, AT TH 23 MP 210.5, 99.5 FT (30.3 M)
 AG9654'NORTH OF AND ABOUT 3 FT (0.9 M) LOWER THAN TH 23, 203 FT (61.9 M) WEST
 AG9654'OF CO RD 8, 128.0 FT (39.0 M) ENE OF A P-POLE, AND 1.3 FT (0.4 M) SE
 AG9654'OF THE SIGN POST.
 AG9654
 AG9654                          STATION RECOVERY (1997)
 AG9654
 AG9654'RECOVERY NOTE BY MN DEPT OF TRANSP 1997 (WAS)
 AG9654'THE MARK WAS RECOVERED AS DESCRIBED.
 AG9654
 AG9654                          STATION RECOVERY (2008)
 AG9654
 AG9654'RECOVERY NOTE BY MN DEPT OF TRANSP 2008 (MPP)
 AG9654'THE STATION IS LOCATED ABOUT 7.6 MI (12.2 KM) WEST OF DUELM, 4.9 MI
 AG9654'(7.9 KM) NORTH OF CABLE AND 3.7 MI (6.0 KM) EAST-NORTHEAST OF SAINT
 AG9654'CLOUD.
 AG9654'
 AG9654'TO REACH TO THE MARK GO 2.6 MI (4.2 KM) NORTHEAST OF THE JUNCTION OF
 AG9654'TRUNK HIGHWAY 23 AND TRUNK HIGHWAY 10, IN SOUTHEAST CORNER OF 2.5 FT
 AG9654'(0.8 M) SQUARE CONCRETE FOOTING, AT TRUNK HIGHWAY 23 MILE POINT 210.5,
 AG9654'99.5 FT (30.3 M) NORTH OF WESTBOUND TRUNK HIGHWAY 23 AND 3.0 FT (0.9
 AG9654'M) LOWER THAN TRUNK HIGHWAY 23, 5.5 FT (1.7 M) SOUTHEAST OF SOUTH TWO
 AG9654'JOHN DEERE SIGN POST, 128.0 FT (39.0 M) EAST-NORTHEAST OF POWER POLE,
 AG9654'203 FT (61.9 M) WEST OF COUNTY ROAD 8.
 AG9654
 AG9654                          STATION RECOVERY (2017)
 AG9654
 AG9654'RECOVERY NOTE BY MN DEPT OF TRANSP 2017 (MAS)
 AG9654'RECOVERED AS DESCRIBED.
 AG9654
 AG9654                          STATION RECOVERY (2018)
 AG9654
 AG9654'RECOVERY NOTE BY MN DEPT OF TRANSP 2018 (MAS)
 AG9654'4.0 MI (6.4 KM) NORTHEAST OF ST. CLOUD, 2.6 MI (4.2 KM) NORTHEAST
 AG9654'ALONG TRUNK HIGHWAY 23 FROM THE JUNCTION OF TRUNK HIGHWAY 23 AND TRUNK
 AG9654'HIGHWAY 10 IN ST. CLOUD, IN THE SOUTHEAST CORNER OF A 2.5 FT (0.8 M)
 AG9654'SQUARE CONCRETE FOOTING, AT TRUNK HIGHWAY 23 MILE POINT 210.5, 99.5 FT
 AG9654'(30.3 M) NORTH OF WESTBOUND TRUNK HIGHWAY 23 AND 3.0 FT (0.9 M) LOWER
 AG9654'THAN TRUNK HIGHWAY 23, 5.5 FT (1.7 M) SOUTHEAST OF THE SOUTH OF TWO
 AG9654'JOHN DEERE SIGN POSTS, 128.0 FT (39.0 M) EAST-NORTHEAST OF A POWER
 AG9654'POLE, 203.0 FT (61.9 M) WEST OF COUNTY ROAD 8.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DQ7855 ***********************************************************************
 DQ7855  DESIGNATION -  0503 V RESET
 DQ7855  PID         -  DQ7855
 DQ7855  STATE/COUNTY-  MN/BENTON
 DQ7855  COUNTRY     -  US
 DQ7855  USGS QUAD   -  CABLE (2019)
 DQ7855
 DQ7855                         *CURRENT SURVEY CONTROL
 DQ7855  ______________________________________________________________________
 DQ7855* NAD 83(1986) POSITION- 45 34 53.99   (N) 094 04 11.35   (W)   HD_HELD1
 DQ7855* NAVD 88 ORTHO HEIGHT -   321.437 (meters)     1054.58  (feet) ADJUSTED
 DQ7855  ______________________________________________________________________
 DQ7855  GEOID HEIGHT    -        -27.190 (meters)                     GEOID18
 DQ7855  DYNAMIC HEIGHT  -        321.430 (meters)     1054.56  (feet) COMP
 DQ7855  MODELED GRAVITY -    980,585.7   (mgal)                       NAVD 88
 DQ7855
 DQ7855  VERT ORDER      -  SECOND    CLASS I
 DQ7855
 DQ7855.The horizontal coordinates were determined by differentially corrected
 DQ7855.hand held GPS observations or other comparable positioning techniques
 DQ7855.and have an estimated accuracy of +/- 3 meters.
 DQ7855
 DQ7855.The orthometric height was determined by differential leveling and
 DQ7855.adjusted by the NATIONAL GEODETIC SURVEY
 DQ7855.in May 2018.
 DQ7855
 DQ7855.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ7855.GEOID18 height accuracy estimate available here.
 DQ7855
 DQ7855.Click photographs - Photos may exist for this station.
 DQ7855
 DQ7855.The dynamic height is computed by dividing the NAVD 88
 DQ7855.geopotential number by the normal gravity value computed on the
 DQ7855.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ7855.degrees latitude (g = 980.6199 gals.).
 DQ7855
 DQ7855.The modeled gravity was interpolated from observed gravity values.
 DQ7855
 DQ7855;                    North         East    Units  Estimated Accuracy
 DQ7855;SPC MN C     -   164,666.5     814,062.3     MT  (+/- 3 meters HH1 GPS) 
 DQ7855
 DQ7855_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL1653948125(NAD 83)
 DQ7855
 DQ7855                          SUPERSEDED SURVEY CONTROL
 DQ7855
 DQ7855.No superseded survey control is available for this station.
 DQ7855
 DQ7855_MARKER: I = METAL ROD
 DQ7855_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DQ7855_STAMPING: 0503 V RESET 2017
 DQ7855_MARK LOGO: MNDT
 DQ7855_PROJECTION: RECESSED 10 CENTIMETERS
 DQ7855_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DQ7855_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ7855_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DQ7855+SATELLITE: SATELLITE OBSERVATIONS - August 08, 2018
 DQ7855_ROD/PIPE-DEPTH: 4.6 meters
 DQ7855
 DQ7855  HISTORY     - Date     Condition        Report By
 DQ7855  HISTORY     - 20170504 MONUMENTED       MNDT
 DQ7855  HISTORY     - 20180808 GOOD             MNDT
 DQ7855
 DQ7855                          STATION DESCRIPTION
 DQ7855
 DQ7855'DESCRIBED BY MN DEPT OF TRANSP 2017
 DQ7855'THE MARK IS LOCATED ABOUT 5.0 MI (8.0 KM) NORTHEAST OF ST. CLOUD.
 DQ7855'
 DQ7855'TO REACH THE MARK GO 0.75 MI (1.21 KM) NORTHEAST OF THE JUNCTION OF
 DQ7855'TRUNK HIGHWAY 23 AND TRUNK HIGHWAY 95 IN ST. CLOUD (THE JUNCTION IS
 DQ7855'6.0 MI (9.7 KM) EAST OF ST.CLOUD) TO TRUNK HIGHWAY 23 MILE POINT
 DQ7855'211.65, THEN 0.05 MI (0.08 KM) SOUTH ON 47TH AVENUE NORTHEAST, THEN
 DQ7855'0.25 MI (0.40 KM) WEST ON QUAIL ROAD NORTHEAST.
 DQ7855'
 DQ7855'THE MARK IS LOCATED 200.5 FT (61.1 M) SOUTH OF QUAIL ROAD NORTHEAST,
 DQ7855'33.5 FT (10.2 M) WEST OF DRIVEWAY NUMBERS 985 AND 990, 38.1 FT (11.6
 DQ7855'M) EAST-NORTHEAST OF THE NORTHEAST A CORNER OF BUILDING, 25.0 FT (7.6
 DQ7855'M) SOUTH OF A PARKING LOT ENTRANCE, 3.7 FT (1.1 M) NORTHWEST OF A
 DQ7855'WITNESS POST.
 DQ7855'
 DQ7855'NOTE-THE STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM ROD
 DQ7855'DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION REMOVABLE DISK
 DQ7855'SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH PVC
 DQ7855'PIPE BACK FILLED WITH WASHED SAND.
 DQ7855
 DQ7855                          STATION RECOVERY (2018)
 DQ7855
 DQ7855'RECOVERY NOTE BY MN DEPT OF TRANSP 2018 (MAS)
 DQ7855'5.0 MI (8.0 KM) NORTHEAST OF ST. CLOUD, 0.95 MI (1.53 KM) WEST ALONG
 DQ7855'TRUNK HIGHWAY 23 FROM THE JUNCTION OF TRUNK HIGHWAY 23 AND TRUNK
 DQ7855'HIGHWAY 95 (THE JUNCTION IS 6.0 MI (9.7 KM) EAST OF ST. CLOUD) TO
 DQ7855'TRUNK HIGHWAY 23 MILE POINT 211.65, THEN 0.05 MI (0.08 KM) SOUTH ON
 DQ7855'47TH AVENUE NORTHEAST, THEN 0.25 MI (0.40 KM) WEST ON QUAIL ROAD
 DQ7855'NORTHEAST, 200.5 FT (61.1 M) SOUTH OF QUAIL ROAD NORTHEAST, 38.1 FT
 DQ7855'(11.6 M) EAST-NORTHEAST OF THE NORTHEAST A CORNER OF BUILDING, 33.5 FT
 DQ7855'(10.2 M) WEST OF DRIVEWAY NUMBERS 985 AND 990, 25.0 FT (7.6 M) SOUTH
 DQ7855'OF A PARKING LOT ENTRANCE, 3.7 FT (1.1 M) NORTHWEST OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 AG9657 ***********************************************************************
 AG9657  DESIGNATION -  0503 W
 AG9657  PID         -  AG9657
 AG9657  STATE/COUNTY-  MN/BENTON
 AG9657  COUNTRY     -  US
 AG9657  USGS QUAD   -  CABLE (2019)
 AG9657
 AG9657                         *CURRENT SURVEY CONTROL
 AG9657  ______________________________________________________________________
 AG9657* NAD 83(1986) POSITION- 45 35 20.06   (N) 094 03 09.13   (W)   HD_HELD1
 AG9657* NAVD 88 ORTHO HEIGHT -   318.295 (meters)     1044.27  (feet) ADJUSTED
 AG9657  ______________________________________________________________________
 AG9657  GEOID HEIGHT    -        -27.209 (meters)                     GEOID18
 AG9657  DYNAMIC HEIGHT  -        318.288 (meters)     1044.25  (feet) COMP
 AG9657  MODELED GRAVITY -    980,584.9   (mgal)                       NAVD 88
 AG9657
 AG9657  VERT ORDER      -  SECOND    CLASS I
 AG9657
 AG9657.The horizontal coordinates were determined by differentially corrected
 AG9657.hand held GPS observations or other comparable positioning techniques
 AG9657.and have an estimated accuracy of +/- 3 meters.
 AG9657
 AG9657.The orthometric height was determined by differential leveling and
 AG9657.adjusted by the NATIONAL GEODETIC SURVEY
 AG9657.in April 2021.
 AG9657
 AG9657.Significant digits in the geoid height do not necessarily reflect accuracy.
 AG9657.GEOID18 height accuracy estimate available here.
 AG9657
 AG9657.Click photographs - Photos may exist for this station.
 AG9657
 AG9657.The dynamic height is computed by dividing the NAVD 88
 AG9657.geopotential number by the normal gravity value computed on the
 AG9657.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG9657.degrees latitude (g = 980.6199 gals.).
 AG9657
 AG9657.The modeled gravity was interpolated from observed gravity values.
 AG9657
 AG9657;                    North         East    Units  Estimated Accuracy
 AG9657;SPC MN C     -   165,474.6     815,409.2     MT  (+/- 3 meters HH1 GPS) 
 AG9657
 AG9657_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL1789848912(NAD 83)
 AG9657
 AG9657                          SUPERSEDED SURVEY CONTROL
 AG9657
 AG9657  NAVD 88 (08/10/04)  318.301  (m)         1044.29   (f) SUPERSEDED  2 1
 AG9657
 AG9657.Superseded values are not recommended for survey control.
 AG9657
 AG9657.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG9657.See file dsdata.pdf to determine how the superseded data were derived.
 AG9657
 AG9657_MARKER: DV = VERTICAL CONTROL DISK
 AG9657_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 AG9657_STAMPING: 0503 W 1993
 AG9657_MARK LOGO: MNDT
 AG9657_PROJECTION: FLUSH
 AG9657_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AG9657_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AG9657_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AG9657+SATELLITE: SATELLITE OBSERVATIONS - August 08, 2018
 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  HISTORY     - 20170427 GOOD             MNDT
 AG9657  HISTORY     - 20180808 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.
 AG9657
 AG9657                          STATION RECOVERY (2017)
 AG9657
 AG9657'RECOVERY NOTE BY MN DEPT OF TRANSP 2017 (MAS)
 AG9657'6.0 MI (9.7 KM) NORTHEAST OF ST. CLOUD, 0.05 MI (0.08 KM) WEST ALONG
 AG9657'COUNTY ROAD 6 FROM THE JUNCTION OF COUNTY ROAD 8 AND TRUNK HIGHWAY 23
 AG9657'AND TRUNK HIGHWAY 95 (THE JUNCTION IS 6.0 MI (9.7 KM) EAST OF ST.
 AG9657'CLOUD), 123.5 FT (37.6 M) NORTH OF COUNTY ROAD 8, 56.5 FT (17.2 M)
 AG9657'SOUTHWEST OF THE SOUTHWEST CORNER OF A CAR GARAGE, 54.0 FT (16.5 M)
 AG9657'WEST OF THE NORTH/SOUTH SECTION OF DRIVEWAY NUMBER 5345, 1.0 FT (0.3
 AG9657'M) WEST OF A RIGHT-OF-WAY POST, 1.0 FT (0.3 M) WEST OF A WITNESS POST.
 AG9657
 AG9657                          STATION RECOVERY (2018)
 AG9657
 AG9657'RECOVERY NOTE BY MN DEPT OF TRANSP 2018 (MAS)
 AG9657'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DQ7865 ***********************************************************************
 DQ7865  DESIGNATION -  0503 X RESET
 DQ7865  PID         -  DQ7865
 DQ7865  STATE/COUNTY-  MN/BENTON
 DQ7865  COUNTRY     -  US
 DQ7865  USGS QUAD   -  CABLE (2019)
 DQ7865
 DQ7865                         *CURRENT SURVEY CONTROL
 DQ7865  ______________________________________________________________________
 DQ7865* NAD 83(1986) POSITION- 45 37 07.61   (N) 094 01 05.76   (W)   HD_HELD1
 DQ7865* NAVD 88 ORTHO HEIGHT -   326.065 (meters)     1069.76  (feet) ADJUSTED
 DQ7865  ______________________________________________________________________
 DQ7865  GEOID HEIGHT    -        -27.227 (meters)                     GEOID18
 DQ7865  DYNAMIC HEIGHT  -        326.058 (meters)     1069.74  (feet) COMP
 DQ7865  MODELED GRAVITY -    980,583.7   (mgal)                       NAVD 88
 DQ7865
 DQ7865  VERT ORDER      -  SECOND    CLASS I
 DQ7865
 DQ7865.The horizontal coordinates were determined by differentially corrected
 DQ7865.hand held GPS observations or other comparable positioning techniques
 DQ7865.and have an estimated accuracy of +/- 3 meters.
 DQ7865
 DQ7865.The orthometric height was determined by differential leveling and
 DQ7865.adjusted by the NATIONAL GEODETIC SURVEY
 DQ7865.in May 2018.
 DQ7865
 DQ7865.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ7865.GEOID18 height accuracy estimate available here.
 DQ7865
 DQ7865.Click photographs - Photos may exist for this station.
 DQ7865
 DQ7865.The dynamic height is computed by dividing the NAVD 88
 DQ7865.geopotential number by the normal gravity value computed on the
 DQ7865.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ7865.degrees latitude (g = 980.6199 gals.).
 DQ7865
 DQ7865.The modeled gravity was interpolated from observed gravity values.
 DQ7865
 DQ7865;                    North         East    Units  Estimated Accuracy
 DQ7865;SPC MN C     -   168,802.2     818,073.7     MT  (+/- 3 meters HH1 GPS) 
 DQ7865
 DQ7865_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL2061352197(NAD 83)
 DQ7865
 DQ7865                          SUPERSEDED SURVEY CONTROL
 DQ7865
 DQ7865.No superseded survey control is available for this station.
 DQ7865
 DQ7865_MARKER: I = METAL ROD
 DQ7865_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DQ7865_STAMPING: 0503 X RESET 2017
 DQ7865_MARK LOGO: MNDT
 DQ7865_PROJECTION: RECESSED 5 CENTIMETERS
 DQ7865_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DQ7865_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ7865_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DQ7865+SATELLITE: SATELLITE OBSERVATIONS - August 07, 2018
 DQ7865_ROD/PIPE-DEPTH: 4.6 meters
 DQ7865
 DQ7865  HISTORY     - Date     Condition        Report By
 DQ7865  HISTORY     - 20170427 MONUMENTED       MNDT
 DQ7865  HISTORY     - 20180807 GOOD             MNDT
 DQ7865  HISTORY     - 20180807 GOOD             MNDT
 DQ7865
 DQ7865                          STATION DESCRIPTION
 DQ7865
 DQ7865'DESCRIBED BY MN DEPT OF TRANSP 2017
 DQ7865'THE MARK IS LOCATED ABOUT 6.5 MI (10.5 KM) SOUTHWEST OF FOLEY.
 DQ7865'
 DQ7865'TO REACH THE MARK GO 5.8 MI (9.3 KM) SOUTHWEST ALONG TRUNK HIGHWAY 23
 DQ7865'FROM THE JUNCTION OF TRUNK HIGHWAY 23 AND TRUNK HIGHWAY 25 IN FOLEY,
 DQ7865'AT TRUNK HIGHWAY 23 MILE POINT 215.1.
 DQ7865'
 DQ7865'THE MARK IS LOCATED 160.4 FT (48.9 M) NORTH-NORTHWEST OF WESTBOUND
 DQ7865'TRUNK HIGHWAY 23, 2.0 FT (0.6 M) WEST OF THE SOUTHWEST CORNER OF A
 DQ7865'CONCRETE FOUNDATION.
 DQ7865'
 DQ7865'NOTE-THE STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM ROD
 DQ7865'DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION REMOVABLE DISK
 DQ7865'SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH PVC
 DQ7865'PIPE BACK FILLED WITH WASHED SAND.
 DQ7865
 DQ7865                          STATION RECOVERY (2018)
 DQ7865
 DQ7865'RECOVERY NOTE BY MN DEPT OF TRANSP 2018 (KDJ)
 DQ7865'RECOVERED AS DESCRIBED.
 DQ7865'
 DQ7865'NOTE-THE STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM ROD
 DQ7865'DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION REMOVABLE DISK
 DQ7865'SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH PVC
 DQ7865'PIPE BACK FILLED WITH WASHED SAND.
 DQ7865
 DQ7865                          STATION RECOVERY (2018)
 DQ7865
 DQ7865'RECOVERY NOTE BY MN DEPT OF TRANSP 2018 (KDJ)
 DQ7865'6.5 MI (10.5 KM) SOUTHWEST OF FOLEY, 5.8 MI (9.3 KM) SOUTHWEST ALONG
 DQ7865'TRUNK HIGHWAY 23 FROM THE JUNCTION OF TRUNK HIGHWAY 23 AND TRUNK
 DQ7865'HIGHWAY 25 IN FOLEY, AT TRUNK HIGHWAY 23 MILE POINT 215.1, 160.4 FT
 DQ7865'(48.9 M) NORTH-NORTHWEST OF WESTBOUND TRUNK HIGHWAY 23, 2.0 FT (0.6 M)
 DQ7865'WEST OF THE SOUTHWEST CORNER OF A CONCRETE FOUNDATION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 AG9661 ***********************************************************************
 AG9661  DESIGNATION -  0503 Y
 AG9661  PID         -  AG9661
 AG9661  STATE/COUNTY-  MN/BENTON
 AG9661  COUNTRY     -  US
 AG9661  USGS QUAD   -  CABLE (2019)
 AG9661
 AG9661                         *CURRENT SURVEY CONTROL
 AG9661  ______________________________________________________________________
 AG9661* NAD 83(2011) POSITION- 45 37 25.62165(N) 094 00 06.59814(W)   ADJUSTED
 AG9661* NAD 83(2011) ELLIP HT-   308.451 (meters)        (06/27/12)   ADJUSTED
 AG9661* NAD 83(2011) EPOCH   -  2010.00
 AG9661* NAVD 88 ORTHO HEIGHT -   335.672 (meters)     1101.28  (feet) ADJUSTED
 AG9661  ______________________________________________________________________
 AG9661  GEOID HEIGHT    -        -27.244 (meters)                     GEOID18
 AG9661  NAD 83(2011) X  -   -311,850.780 (meters)                     COMP
 AG9661  NAD 83(2011) Y  - -4,457,624.768 (meters)                     COMP
 AG9661  NAD 83(2011) Z  -  4,536,321.948 (meters)                     COMP
 AG9661  LAPLACE CORR    -         -3.63  (seconds)                    DEFLEC18
 AG9661  DYNAMIC HEIGHT  -        335.665 (meters)     1101.26  (feet) COMP
 AG9661  MODELED GRAVITY -    980,582.7   (mgal)                       NAVD 88
 AG9661
 AG9661  VERT ORDER      -  SECOND    CLASS I
 AG9661
 AG9661  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AG9661  Standards:
 AG9661         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AG9661            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AG9661  -------------------------------------------------------------------
 AG9661  NETWORK    0.34   0.45           0.16   0.10   0.23      0.04278304
 AG9661  -------------------------------------------------------------------
 AG9661  Click here for local accuracies and other accuracy information.
 AG9661
 AG9661.The horizontal coordinates were established by GPS observations
 AG9661.and adjusted by the National Geodetic Survey in June 2012.
 AG9661
 AG9661.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AG9661.been affixed to the stable North American tectonic plate. See 
 AG9661.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AG9661
 AG9661.The horizontal coordinates are valid at the epoch date displayed above
 AG9661.which is a decimal equivalence of Year/Month/Day.
 AG9661
 AG9661.The orthometric height was determined by differential leveling and
 AG9661.adjusted by the NATIONAL GEODETIC SURVEY
 AG9661.in May 2018.
 AG9661
 AG9661.Significant digits in the geoid height do not necessarily reflect accuracy.
 AG9661.GEOID18 height accuracy estimate available here.
 AG9661
 AG9661.Click photographs - Photos may exist for this station.
 AG9661
 AG9661.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AG9661
 AG9661.The Laplace correction was computed from DEFLEC18 derived deflections.
 AG9661
 AG9661.The ellipsoidal height was determined by GPS observations
 AG9661.and is referenced to NAD 83.
 AG9661
 AG9661.The dynamic height is computed by dividing the NAVD 88
 AG9661.geopotential number by the normal gravity value computed on the
 AG9661.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG9661.degrees latitude (g = 980.6199 gals.).
 AG9661
 AG9661.The modeled gravity was interpolated from observed gravity values.
 AG9661
 AG9661. The following values were computed from the NAD 83(2011) position.
 AG9661
 AG9661;                    North         East     Units Scale Factor Converg.
 AG9661;SPC MN C     -   169,362.200   819,353.658   MT  0.99999847   +0 10 46.3
 AG9661;SPC MN C     -   555,649.15  2,688,162.79   sFT  0.99999847   +0 10 46.3
 AG9661;UTM  15      - 5,052,736.727   421,901.778   MT  0.99967499   -0 42 58.0
 AG9661
 AG9661!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AG9661!SPC MN C     -   0.99995164  x   0.99999847  =   0.99995011
 AG9661!UTM  15      -   0.99995164  x   0.99967499  =   0.99962665
 AG9661
 AG9661_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL2190152736(NAD 83)
 AG9661
 AG9661                          SUPERSEDED SURVEY CONTROL
 AG9661
 AG9661  NAD 83(2007)-  45 37 25.62174(N)    094 00 06.59877(W) AD(2002.00) 0
 AG9661  ELLIP H (02/10/07)  308.484  (m)                       GP(2002.00)    
 AG9661  NAD 83(1996)-  45 37 25.62117(N)    094 00 06.59954(W) AD(       ) 1
 AG9661  ELLIP H (07/06/04)  308.504  (m)                       GP(       ) 3 2
 AG9661  NAVD 88 (08/10/04)  335.677  (m)         1101.30   (f) SUPERSEDED  2 1
 AG9661  NAVD 88             335.68   (m)         1101.3    (f) LEVELING    3  
 AG9661
 AG9661.Superseded values are not recommended for survey control.
 AG9661
 AG9661.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG9661.See file dsdata.pdf to determine how the superseded data were derived.
 AG9661
 AG9661_MARKER: DV = VERTICAL CONTROL DISK
 AG9661_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 AG9661_STAMPING: 0503 Y 1993
 AG9661_MARK LOGO: MNDT
 AG9661_PROJECTION: RECESSED 8 CENTIMETERS
 AG9661_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AG9661_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AG9661_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AG9661+SATELLITE: SATELLITE OBSERVATIONS - August 08, 2018
 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  HISTORY     - 20170504 GOOD             MNDT
 AG9661  HISTORY     - 20180808 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
 AG9661
 AG9661                          STATION RECOVERY (2017)
 AG9661
 AG9661'RECOVERY NOTE BY MN DEPT OF TRANSP 2017 (KMS)
 AG9661'RECOVERED AS DESCRIBED.
 AG9661
 AG9661                          STATION RECOVERY (2018)
 AG9661
 AG9661'RECOVERY NOTE BY MN DEPT OF TRANSP 2018 (MAS)
 AG9661'5.5 MI (8.8 KM) SOUTHWEST OF FOLEY, 4.8 MI (7.7 KM) SOUTHWEST ALONG
 AG9661'TRUNK HIGHWAY 23 FROM THE JUNCTION OF TRUNK HIGHWAY 23 AND TRUNK
 AG9661'HIGHWAY 25 IN FOLEY, AT TRUNK HIGHWAY 23 MILE POINT 216.05, 169.3 FT
 AG9661'(51.6 M) SOUTH-SOUTHEAST OF EASTBOUND TRUNK HIGHWAY 23, 43.5 FT (13.3
 AG9661'M) SOUTH-SOUTHEAST OF AN OLD RAILROAD GRADE, 12.5 FT (3.8 M)
 AG9661'EAST-NORTHEAST OF A FIELD ENTRANCE, 1.0 FT (0.3 M) NORTH OF A WITNESS
 AG9661'POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 AG9663 ***********************************************************************
 AG9663  DESIGNATION -  0503 Z
 AG9663  PID         -  AG9663
 AG9663  STATE/COUNTY-  MN/BENTON
 AG9663  COUNTRY     -  US
 AG9663  USGS QUAD   -  FOLEY (2019)
 AG9663
 AG9663                         *CURRENT SURVEY CONTROL
 AG9663  ______________________________________________________________________
 AG9663* NAD 83(1986) POSITION- 45 39 12.13   (N) 093 56 56.21   (W)   HD_HELD1
 AG9663* NAVD 88 ORTHO HEIGHT -   352.599 (meters)     1156.82  (feet) ADJUSTED
 AG9663  ______________________________________________________________________
 AG9663  GEOID HEIGHT    -        -27.290 (meters)                     GEOID18
 AG9663  DYNAMIC HEIGHT  -        352.591 (meters)     1156.79  (feet) COMP
 AG9663  MODELED GRAVITY -    980,583.1   (mgal)                       NAVD 88
 AG9663
 AG9663  VERT ORDER      -  SECOND    CLASS I
 AG9663
 AG9663.The horizontal coordinates were determined by differentially corrected
 AG9663.hand held GPS observations or other comparable positioning techniques
 AG9663.and have an estimated accuracy of +/- 3 meters.
 AG9663
 AG9663.The orthometric height was determined by differential leveling and
 AG9663.adjusted by the NATIONAL GEODETIC SURVEY
 AG9663.in May 2018.
 AG9663
 AG9663.Significant digits in the geoid height do not necessarily reflect accuracy.
 AG9663.GEOID18 height accuracy estimate available here.
 AG9663
 AG9663.Click photographs - Photos may exist for this station.
 AG9663
 AG9663.The dynamic height is computed by dividing the NAVD 88
 AG9663.geopotential number by the normal gravity value computed on the
 AG9663.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG9663.degrees latitude (g = 980.6199 gals.).
 AG9663
 AG9663.The modeled gravity was interpolated from observed gravity values.
 AG9663
 AG9663;                    North         East    Units  Estimated Accuracy
 AG9663;SPC MN C     -   172,664.7     823,465.5     MT  (+/- 3 meters HH1 GPS) 
 AG9663
 AG9663_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL2606355973(NAD 83)
 AG9663
 AG9663                          SUPERSEDED SURVEY CONTROL
 AG9663
 AG9663  NAVD 88 (08/10/04)  352.588  (m)         1156.78   (f) SUPERSEDED  2 1
 AG9663
 AG9663.Superseded values are not recommended for survey control.
 AG9663
 AG9663.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG9663.See file dsdata.pdf to determine how the superseded data were derived.
 AG9663
 AG9663_MARKER: DV = VERTICAL CONTROL DISK
 AG9663_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 AG9663_STAMPING: 0503 Z 1993
 AG9663_MARK LOGO: MNDT
 AG9663_PROJECTION: FLUSH
 AG9663_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AG9663_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AG9663_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AG9663+SATELLITE: SATELLITE OBSERVATIONS - August 07, 2018
 AG9663_ROD/PIPE-DEPTH: 3.0 meters
 AG9663
 AG9663  HISTORY     - Date     Condition        Report By
 AG9663  HISTORY     - 19930922 MONUMENTED       MNDT
 AG9663  HISTORY     - 20100430 GOOD             MNDT
 AG9663  HISTORY     - 20170425 GOOD             MNDT
 AG9663  HISTORY     - 20180807 GOOD             MNDT
 AG9663
 AG9663                          STATION DESCRIPTION
 AG9663
 AG9663'DESCRIBED BY MN DEPT OF TRANSP 1993 (HTS)
 AG9663'THE MARK IS LOCATED ABOUT 1 MI (1.6 KM) SW OF FOLEY, 1.3 MI (2.1 KM)
 AG9663'SW ON TH 23 FROM THE JCT OF TH 23 AND TH 25, AT TH 23 MP 219.6, 108 FT
 AG9663'(32.9 M) SE OF AND ABOUT 1 FT (0.3 M) LOWER THAN TH 23, 56 FT (17.1 M)
 AG9663'EAST OF AN ENT, 1.3 FT (0.4 M) NW OF A P-POLE, 32.5 FT (9.9 M) NE OF
 AG9663'THE NW COR OF A BLDG, AND 1.4 FT (0.4 M) NW OF A WIT POST.
 AG9663
 AG9663                          STATION RECOVERY (2010)
 AG9663
 AG9663'RECOVERY NOTE BY MN DEPT OF TRANSP 2010 (MPP)
 AG9663'RECOVERED AS DESCRIBED.
 AG9663
 AG9663                          STATION RECOVERY (2017)
 AG9663
 AG9663'RECOVERY NOTE BY MN DEPT OF TRANSP 2017 (MAS)
 AG9663'THE MARK IS LOCATED ABOUT 1.0 MI (1.6 KM) SOUTHWEST OF FOLEY.
 AG9663'
 AG9663'TO REACH THE MARK GO 1.5 MI (2.4 KM) SOUTHWEST ALONG TRUNK HIGHWAY 23
 AG9663'FROM THE JUNCTION OF TRUNK HIGHWAY 23 AND TRUNK HIGHWAY 25 IN FOLEY,
 AG9663'AT TRUNK HIGHWAY 23 MILE POINT 219.40.
 AG9663'
 AG9663'THE MARK IS LOCATED 176.0 FT (53.6 M) SOUTH-SOUTHEAST OF EASTBOUND
 AG9663'TRUNK HIGHWAY 23, 60.0 FT (18.3 M) EAST-NORTHEAST OF DRIVEWAY NUMBER
 AG9663'10360, 32.5 FT (9.9 M) NORTHEAST OF THE NORTHWEST CORNER OF A BARN,
 AG9663'2.2 FT (0.7 M) NORTHWEST OF A WITNESS POST.
 AG9663
 AG9663                          STATION RECOVERY (2018)
 AG9663
 AG9663'RECOVERY NOTE BY MN DEPT OF TRANSP 2018 (KDJ)
 AG9663'1.0 MI (1.6 KM) SOUTHWEST OF FOLEY, 1.5 MI (2.4 KM) SOUTHWEST ALONG
 AG9663'TRUNK HIGHWAY 23 FROM THE JUNCTION OF TRUNK HIGHWAY 23 AND TRUNK
 AG9663'HIGHWAY 25 IN FOLEY, AT TRUNK HIGHWAY 23 MILE POINT 219.40, 176.0 FT
 AG9663'(53.6 M) SOUTH-SOUTHEAST OF EASTBOUND TRUNK HIGHWAY 23, 60.0 FT (18.3
 AG9663'M) EAST-NORTHEAST OF DRIVEWAY NUMBER 10360, 32.5 FT (9.9 M) NORTHEAST
 AG9663'OF THE NORTHWEST CORNER OF A BARN.  NO WITNESS POST ON PRIVATE
 AG9663'PROPERTY.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DN6047 ***********************************************************************
 DN6047  DESIGNATION -  0504 A RESET
 DN6047  PID         -  DN6047
 DN6047  STATE/COUNTY-  MN/BENTON
 DN6047  COUNTRY     -  US
 DN6047  USGS QUAD   -  FOLEY (2019)
 DN6047
 DN6047                         *CURRENT SURVEY CONTROL
 DN6047  ______________________________________________________________________
 DN6047* NAD 83(1986) POSITION- 45 39 54.85   (N) 093 54 52.59   (W)   HD_HELD1
 DN6047* NAVD 88 ORTHO HEIGHT -   345.793 (meters)     1134.49  (feet) ADJUSTED
 DN6047  ______________________________________________________________________
 DN6047  GEOID HEIGHT    -        -27.327 (meters)                     GEOID18
 DN6047  DYNAMIC HEIGHT  -        345.785 (meters)     1134.46  (feet) COMP
 DN6047  MODELED GRAVITY -    980,581.7   (mgal)                       NAVD 88
 DN6047
 DN6047  VERT ORDER      -  SECOND    CLASS I
 DN6047
 DN6047.The horizontal coordinates were determined by differentially corrected
 DN6047.hand held GPS observations or other comparable positioning techniques
 DN6047.and have an estimated accuracy of +/- 3 meters.
 DN6047
 DN6047.The orthometric height was determined by differential leveling and
 DN6047.adjusted by the NATIONAL GEODETIC SURVEY
 DN6047.in October 2012.
 DN6047
 DN6047.Significant digits in the geoid height do not necessarily reflect accuracy.
 DN6047.GEOID18 height accuracy estimate available here.
 DN6047
 DN6047.Click photographs - Photos may exist for this station.
 DN6047
 DN6047.The dynamic height is computed by dividing the NAVD 88
 DN6047.geopotential number by the normal gravity value computed on the
 DN6047.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN6047.degrees latitude (g = 980.6199 gals.).
 DN6047
 DN6047.The modeled gravity was interpolated from observed gravity values.
 DN6047
 DN6047;                    North         East    Units  Estimated Accuracy
 DN6047;SPC MN C     -   173,994.4     826,136.4     MT  (+/- 3 meters HH1 GPS) 
 DN6047
 DN6047_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL2875357260(NAD 83)
 DN6047
 DN6047                          SUPERSEDED SURVEY CONTROL
 DN6047
 DN6047.No superseded survey control is available for this station.
 DN6047
 DN6047_MARKER: DV = VERTICAL CONTROL DISK
 DN6047_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 DN6047_SP_SET: CULVERT
 DN6047_STAMPING: 0504 A RESET 1996
 DN6047_MARK LOGO: MNDT
 DN6047_MAGNETIC: N = NO MAGNETIC MATERIAL
 DN6047_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DN6047+STABILITY: SURFACE MOTION
 DN6047_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DN6047+SATELLITE: SATELLITE OBSERVATIONS - August 06, 2018
 DN6047
 DN6047  HISTORY     - Date     Condition        Report By
 DN6047  HISTORY     - 19960401 MONUMENTED       MNDT
 DN6047  HISTORY     - 20100428 GOOD             MNDT
 DN6047  HISTORY     - 20170424 GOOD             MNDT
 DN6047  HISTORY     - 20180806 GOOD             MNDT
 DN6047  HISTORY     - 20180806 GOOD             MNDT
 DN6047
 DN6047                          STATION DESCRIPTION
 DN6047
 DN6047'DESCRIBED BY MN DEPT OF TRANSP 2010 (MPP)
 DN6047'A NEW DESCRIPTION FOLLOWS.
 DN6047'
 DN6047'THE MARK IS IN FOLEY.
 DN6047'
 DN6047'TO REACH THE MARK IN SOUTHEAST CORNER OF TRUNK HIGHWAY 23 BOX CULVERT
 DN6047'NUMBER 8656, 0.35 MI (0.6 KM) EAST-NORTHEAST ALONG TRUNK HIGHWAY 23
 DN6047'FROM THE JUNCTION OF TRUNK HIGHWAY 23 AND TRUNK HIGHWAY 25, AT TRUNK
 DN6047'HIGHWAY 23 MILE POINT 221.3.
 DN6047'
 DN6047'IT IS 27.5 FT (8.4 M) SOUTH OF TRUNK HIGHWAY 23, 45.0 FT (13.7 M) EAST
 DN6047'OF SECOND AVENUE.
 DN6047
 DN6047                          STATION RECOVERY (2017)
 DN6047
 DN6047'RECOVERY NOTE BY MN DEPT OF TRANSP 2017 (MAS)
 DN6047'THE STATION IS LOCATED ABOUT 6.5 MI (10.5 KM) NORTH OF DUELM, 2.7 MI
 DN6047'(4.3 KM) WEST-SOUTHWEST OF RONNEBY AND IN THE TOWN OF FOLEY, MN.
 DN6047'
 DN6047'TO REACH THE MARK IN THE SOUTHEAST CORNER OF A TRUNK HIGHWAY 23 BOX
 DN6047'CULVERT NUMBER 8656, 0.35 MI (0.56 KM) EAST-NORTHEAST ALONG TRUNK
 DN6047'HIGHWAY 23 FROM THE JUNCTION OF TRUNK HIGHWAY 23 AND TRUNK HIGHWAY 25
 DN6047'IN FOLEY, AT TRUNK HIGHWAY 23 MILE POINT 221.3.
 DN6047'
 DN6047'THE MARK IS 27.5 FT (8.4 M) SOUTH OF TRUNK HIGHWAY 23, 45.0 FT (13.7
 DN6047'M) EAST OF SECOND AVENUE.
 DN6047
 DN6047                          STATION RECOVERY (2018)
 DN6047
 DN6047'RECOVERY NOTE BY MN DEPT OF TRANSP 2018 (MAS)
 DN6047'RECOVERED AS DESCRIBED.
 DN6047
 DN6047                          STATION RECOVERY (2018)
 DN6047
 DN6047'RECOVERY NOTE BY MN DEPT OF TRANSP 2018 (MAS)
 DN6047'IN FOLEY, IN THE SOUTHEAST CORNER OF TRUNK HIGHWAY 23 BOX CULVERT
 DN6047'NUMBER 8656, 0.35 MI (0.56 KM) EAST-NORTHEAST ALONG TRUNK HIGHWAY 23
 DN6047'FROM THE JUNCTION OF TRUNK HIGHWAY 23 AND TRUNK HIGHWAY 25 IN FOLEY,
 DN6047'AT TRUNK HIGHWAY 23 MILE POINT 221.3, 27.5 FT (8.4 M) SOUTH OF TRUNK
 DN6047'HIGHWAY 23, 45.0 FT (13.7 M) EAST OF SECOND AVENUE.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 AG9670 ***********************************************************************
 AG9670  DESIGNATION -  0504 F
 AG9670  PID         -  AG9670
 AG9670  STATE/COUNTY-  MN/BENTON
 AG9670  COUNTRY     -  US
 AG9670  USGS QUAD   -  RONNEBY (2019)
 AG9670
 AG9670                         *CURRENT SURVEY CONTROL
 AG9670  ______________________________________________________________________
 AG9670* NAD 83(1986) POSITION- 45 41 21.10   (N) 093 50 39.62   (W)   HD_HELD1
 AG9670* NAVD 88 ORTHO HEIGHT -   339.713 (meters)     1114.54  (feet) ADJUSTED
 AG9670  ______________________________________________________________________
 AG9670  GEOID HEIGHT    -        -27.400 (meters)                     GEOID18
 AG9670  DYNAMIC HEIGHT  -        339.705 (meters)     1114.52  (feet) COMP
 AG9670  MODELED GRAVITY -    980,580.3   (mgal)                       NAVD 88
 AG9670
 AG9670  VERT ORDER      -  SECOND    CLASS I
 AG9670
 AG9670.The horizontal coordinates were determined by differentially corrected
 AG9670.hand held GPS observations or other comparable positioning techniques
 AG9670.and have an estimated accuracy of +/- 3 meters.
 AG9670
 AG9670.The orthometric height was determined by differential leveling and
 AG9670.adjusted by the NATIONAL GEODETIC SURVEY
 AG9670.in August 2004.
 AG9670
 AG9670.Significant digits in the geoid height do not necessarily reflect accuracy.
 AG9670.GEOID18 height accuracy estimate available here.
 AG9670
 AG9670.Click photographs - Photos may exist for this station.
 AG9670
 AG9670.The dynamic height is computed by dividing the NAVD 88
 AG9670.geopotential number by the normal gravity value computed on the
 AG9670.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG9670.degrees latitude (g = 980.6199 gals.).
 AG9670
 AG9670.The modeled gravity was interpolated from observed gravity values.
 AG9670
 AG9670;                    North         East    Units  Estimated Accuracy
 AG9670;SPC MN C     -   176,682.8     831,598.7     MT  (+/- 3 meters HH1 GPS) 
 AG9670
 AG9670_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL3425559862(NAD 83)
 AG9670
 AG9670                          SUPERSEDED SURVEY CONTROL
 AG9670
 AG9670.No superseded survey control is available for this station.
 AG9670
 AG9670_MARKER: DV = VERTICAL CONTROL DISK
 AG9670_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 AG9670_STAMPING: 0504 F 1993
 AG9670_MARK LOGO: MNDT
 AG9670_PROJECTION: RECESSED 3 CENTIMETERS
 AG9670_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AG9670_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AG9670_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AG9670+SATELLITE: SATELLITE OBSERVATIONS - August 06, 2018
 AG9670_ROD/PIPE-DEPTH: 3.0 meters
 AG9670
 AG9670  HISTORY     - Date     Condition        Report By
 AG9670  HISTORY     - 19930922 MONUMENTED       MNDT
 AG9670  HISTORY     - 20100428 GOOD             MNDT
 AG9670  HISTORY     - 20180806 GOOD             MNDT
 AG9670
 AG9670                          STATION DESCRIPTION
 AG9670
 AG9670'DESCRIBED BY MN DEPT OF TRANSP 1993 (HTS)
 AG9670'THE MARK IS LOCATED ABOUT 2.9 MI (4.7 KM) NE OF FOLEY, 4.2 MI (6.8 KM)
 AG9670'NE ON TH 23 FROM THE JCT OF TH 23 AND TH 25, AT TH 23 MP 225.1, 102 FT
 AG9670'(31.1 M) NW OF AND ABOUT 3 FT (0.9 M) LOWER THAN TH 23, 34.5 FT (10.5
 AG9670'M) WEST OF CO RD 67, 1.7 FT (0.5 M) SOUTH OF A P-POLE, AND 2.0 FT (0.6
 AG9670'M) SE OF A WIT POST.
 AG9670
 AG9670                          STATION RECOVERY (2010)
 AG9670
 AG9670'RECOVERY NOTE BY MN DEPT OF TRANSP 2010 (MPP)
 AG9670'THE MARK IS 1.0 MI (1.6 KM) NORTHEAST OF RONNEBY.
 AG9670'
 AG9670'TO REACH THE MARK GO 1.5 MI (2.4 KM) NORTHEAST OF THE JUNCTION OF
 AG9670'TRUNK HIGHWAY 23 AND COUNTY ROAD 6 IN RONNEBY, AT TRUNK HIGHWAY 23
 AG9670'MILE POINT 225.1.
 AG9670'
 AG9670'IT IS 102.0 FT (31.1 M) NORTHWEST OF AND 3.0 FT (0.9 M) LOWER THAN
 AG9670'TRUNK HIGHWAY 23, 34.5 FT (10.5 M) WEST OF COUNTY ROAD 67 1.7 FT (0.5
 AG9670'M) SOUTH OF POWER POLE, 2.0 FT (0.6 M) SOUTHEAST OF A WITNESS POST.
 AG9670
 AG9670                          STATION RECOVERY (2018)
 AG9670
 AG9670'RECOVERY NOTE BY MN DEPT OF TRANSP 2018 (MAS)
 AG9670'1.0 MI (1.6 KM) NORTHEAST OF RONNEBY, 1.5 MI (2.4 KM) NORTHEAST ALONG
 AG9670'TRUNK HIGHWAY 23 FROM THE JUNCTION OF TRUNK HIGHWAY 23 AND COUNTY ROAD
 AG9670'6 IN RONNEBY, AT TRUNK HIGHWAY 23 MILE POINT 225.1, 102.0 FT (31.1 M)
 AG9670'NORTHWEST OF AND 3.0 FT (0.9 M) LOWER THAN TRUNK HIGHWAY 23, 34.5 FT
 AG9670'(10.5 M) WEST OF COUNTY ROAD 67 (155TH AVENUE NORTHEAST), 1.7 FT (0.5
 AG9670'M) SOUTH OF A POWER POLE, 2.0 FT (0.6 M) SOUTHEAST OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 AG9671 ***********************************************************************
 AG9671  DESIGNATION -  0504 G
 AG9671  PID         -  AG9671
 AG9671  STATE/COUNTY-  MN/BENTON
 AG9671  COUNTRY     -  US
 AG9671  USGS QUAD   -  RONNEBY (2019)
 AG9671
 AG9671                         *CURRENT SURVEY CONTROL
 AG9671  ______________________________________________________________________
 AG9671* NAD 83(2011) POSITION- 45 41 44.24512(N) 093 49 31.38537(W)   ADJUSTED
 AG9671* NAD 83(2011) ELLIP HT-   315.880 (meters)        (06/27/12)   ADJUSTED
 AG9671* NAD 83(2011) EPOCH   -  2010.00
 AG9671* NAVD 88 ORTHO HEIGHT -   343.300 (meters)     1126.31  (feet) ADJUSTED
 AG9671  ______________________________________________________________________
 AG9671  GEOID HEIGHT    -        -27.415 (meters)                     GEOID18
 AG9671  NAD 83(2011) X  -   -297,740.968 (meters)                     COMP
 AG9671  NAD 83(2011) Y  - -4,452,871.020 (meters)                     COMP
 AG9671  NAD 83(2011) Z  -  4,541,908.130 (meters)                     COMP
 AG9671  LAPLACE CORR    -         -3.05  (seconds)                    DEFLEC18
 AG9671  DYNAMIC HEIGHT  -        343.292 (meters)     1126.28  (feet) COMP
 AG9671  MODELED GRAVITY -    980,581.8   (mgal)                       NAVD 88
 AG9671
 AG9671  VERT ORDER      -  SECOND    CLASS I
 AG9671
 AG9671  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AG9671  Standards:
 AG9671         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AG9671            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AG9671  -------------------------------------------------------------------
 AG9671  NETWORK    0.31   0.39           0.14   0.11   0.20     -0.00709230
 AG9671  -------------------------------------------------------------------
 AG9671  Click here for local accuracies and other accuracy information.
 AG9671
 AG9671.The horizontal coordinates were established by GPS observations
 AG9671.and adjusted by the National Geodetic Survey in June 2012.
 AG9671
 AG9671.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AG9671.been affixed to the stable North American tectonic plate. See 
 AG9671.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AG9671
 AG9671.The horizontal coordinates are valid at the epoch date displayed above
 AG9671.which is a decimal equivalence of Year/Month/Day.
 AG9671
 AG9671.The orthometric height was determined by differential leveling and
 AG9671.adjusted by the NATIONAL GEODETIC SURVEY
 AG9671.in October 2012.
 AG9671
 AG9671.Significant digits in the geoid height do not necessarily reflect accuracy.
 AG9671.GEOID18 height accuracy estimate available here.
 AG9671
 AG9671.Click photographs - Photos may exist for this station.
 AG9671
 AG9671.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AG9671
 AG9671.The Laplace correction was computed from DEFLEC18 derived deflections.
 AG9671
 AG9671.The ellipsoidal height was determined by GPS observations
 AG9671.and is referenced to NAD 83.
 AG9671
 AG9671.The dynamic height is computed by dividing the NAVD 88
 AG9671.geopotential number by the normal gravity value computed on the
 AG9671.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG9671.degrees latitude (g = 980.6199 gals.).
 AG9671
 AG9671.The modeled gravity was interpolated from observed gravity values.
 AG9671
 AG9671. The following values were computed from the NAD 83(2011) position.
 AG9671
 AG9671;                    North         East     Units Scale Factor Converg.
 AG9671;SPC MN C     -   177,405.073   833,071.288   MT  0.99998383   +0 18 25.8
 AG9671;SPC MN C     -   582,036.48  2,733,168.05   sFT  0.99998383   +0 18 25.8
 AG9671;UTM  15      - 5,060,561.349   435,739.059   MT  0.99965077   -0 35 26.5
 AG9671
 AG9671!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AG9671!SPC MN C     -   0.99995048  x   0.99998383  =   0.99993431
 AG9671!UTM  15      -   0.99995048  x   0.99965077  =   0.99960127
 AG9671
 AG9671_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL3573960561(NAD 83)
 AG9671
 AG9671                          SUPERSEDED SURVEY CONTROL
 AG9671
 AG9671  NAD 83(2007)-  45 41 44.24508(N)    093 49 31.38610(W) AD(2002.00) 1
 AG9671  ELLIP H (07/18/11)  315.921  (m)                       GP(2002.00) 4 1
 AG9671  NAVD 88             343.30   (m)         1126.3    (f) LEVELING    3  
 AG9671  NAVD 88 (08/10/04)  343.301  (m)         1126.31   (f) SUPERSEDED  2 1
 AG9671
 AG9671.Superseded values are not recommended for survey control.
 AG9671
 AG9671.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG9671.See file dsdata.pdf to determine how the superseded data were derived.
 AG9671
 AG9671_MARKER: DV = VERTICAL CONTROL DISK
 AG9671_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 AG9671_STAMPING: 0504 G 1993
 AG9671_MARK LOGO: MNDT
 AG9671_PROJECTION: RECESSED 10 CENTIMETERS
 AG9671_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AG9671_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AG9671_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AG9671+SATELLITE: SATELLITE OBSERVATIONS - August 06, 2018
 AG9671_ROD/PIPE-DEPTH: 4.0 meters
 AG9671
 AG9671  HISTORY     - Date     Condition        Report By
 AG9671  HISTORY     - 19930922 MONUMENTED       MNDT
 AG9671  HISTORY     - 20100428 GOOD             MNDT
 AG9671  HISTORY     - 20180806 GOOD             MNDT
 AG9671
 AG9671                          STATION DESCRIPTION
 AG9671
 AG9671'DESCRIBED BY MN DEPT OF TRANSP 1993 (HTS)
 AG9671'THE MARK IS LOCATED ABOUT 3.9 MI (6.3 KM) NE OF FOLEY, 5.2 MI (8.4 KM)
 AG9671'NE OF ON TH 23 FROM THE JCT OF TH 23 AND TH 25, AT TH 23 MP 226.1, 180
 AG9671'FT (54.9 M) SE OF AND ABOUT 2 FT (0.6 M) LOWER THAN TH 23, 1.2 FT (0.4
 AG9671'M) NW OF A FENCE LINE, 5.6 FT (1.7 M) NE OF A GATE POST, AND 1.0 FT
 AG9671'(0.3 M) NORTH OF A WIT POST.
 AG9671
 AG9671                          STATION RECOVERY (2010)
 AG9671
 AG9671'RECOVERY NOTE BY MN DEPT OF TRANSP 2010 (MPP)
 AG9671'THE MARK WAS RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.
 AG9671'THE MARK IS 2.0 MILES NORTHEAST OF RONNEBY, 2.15 MILES NORTHEAST ALONG
 AG9671'TRUNK HIGHWAY 23 FROM JUNCTION OF TRUNK HIGHWAY 23 AND COUNTY ROAD 6
 AG9671'IN RONNEBY, AT TRUNK HIGHWAY 23 MILEPOINT 226.1, 180.0 FEET SOUTHEAST
 AG9671'OF AND 2.0 FEET LOWER THAN TRUNK HIGHWAY 23, 1.2 FEET NORTHWEST OF
 AG9671'FENCE LINE, 5.6 FEET NORTHEAST OF GATE POST, 1.0 FOOT NORTH OF WITNESS
 AG9671'POST.
 AG9671
 AG9671                          STATION RECOVERY (2018)
 AG9671
 AG9671'RECOVERY NOTE BY MN DEPT OF TRANSP 2018 (MAS)
 AG9671'2.0 MI (3.2 KM) NORTHEAST OF RONNEBY, 2.15 MI (3.46 KM) NORTHEAST
 AG9671'ALONG TRUNK HIGHWAY 23 FROM THE JUNCTION OF TRUNK HIGHWAY 23 AND
 AG9671'COUNTY ROAD 6 IN RONNEBY, AT TRUNK HIGHWAY 23 MILE POINT 226.1, 180.0
 AG9671'FT (54.9 M) SOUTHEAST OF AND 2.0 FT (0.6 M) LOWER THAN TRUNK HIGHWAY
 AG9671'23, 5.6 FT (1.7 M) NORTHEAST OF A GATE POST, 1.2 FT (0.4 M) NORTHWEST
 AG9671'OF A FENCE LINE, 1.0 FT (0.3 M) NORTH OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 AG9672 ***********************************************************************
 AG9672  DESIGNATION -  0504 H
 AG9672  PID         -  AG9672
 AG9672  STATE/COUNTY-  MN/BENTON
 AG9672  COUNTRY     -  US
 AG9672  USGS QUAD   -  RONNEBY (2019)
 AG9672
 AG9672                         *CURRENT SURVEY CONTROL
 AG9672  ______________________________________________________________________
 AG9672* NAD 83(1986) POSITION- 45 42 08.86   (N) 093 48 35.51   (W)   HD_HELD1
 AG9672* NAVD 88 ORTHO HEIGHT -   342.480 (meters)     1123.62  (feet) ADJUSTED
 AG9672  ______________________________________________________________________
 AG9672  GEOID HEIGHT    -        -27.424 (meters)                     GEOID18
 AG9672  DYNAMIC HEIGHT  -        342.472 (meters)     1123.59  (feet) COMP
 AG9672  MODELED GRAVITY -    980,583.2   (mgal)                       NAVD 88
 AG9672
 AG9672  VERT ORDER      -  SECOND    CLASS I
 AG9672
 AG9672.The horizontal coordinates were determined by differentially corrected
 AG9672.hand held GPS observations or other comparable positioning techniques
 AG9672.and have an estimated accuracy of +/- 3 meters.
 AG9672
 AG9672.The orthometric height was determined by differential leveling and
 AG9672.adjusted by the NATIONAL GEODETIC SURVEY
 AG9672.in August 2004.
 AG9672
 AG9672.Significant digits in the geoid height do not necessarily reflect accuracy.
 AG9672.GEOID18 height accuracy estimate available here.
 AG9672
 AG9672.Click photographs - Photos may exist for this station.
 AG9672
 AG9672.The dynamic height is computed by dividing the NAVD 88
 AG9672.geopotential number by the normal gravity value computed on the
 AG9672.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG9672.degrees latitude (g = 980.6199 gals.).
 AG9672
 AG9672.The modeled gravity was interpolated from observed gravity values.
 AG9672
 AG9672;                    North         East    Units  Estimated Accuracy
 AG9672;SPC MN C     -   178,171.6     834,275.9     MT  (+/- 3 meters HH1 GPS) 
 AG9672
 AG9672_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL3695561308(NAD 83)
 AG9672
 AG9672                          SUPERSEDED SURVEY CONTROL
 AG9672
 AG9672.No superseded survey control is available for this station.
 AG9672
 AG9672_MARKER: DV = VERTICAL CONTROL DISK
 AG9672_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 AG9672_STAMPING: 0504 H 1993
 AG9672_MARK LOGO: MNDT
 AG9672_PROJECTION: RECESSED 10 CENTIMETERS
 AG9672_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AG9672_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AG9672_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AG9672+SATELLITE: SATELLITE OBSERVATIONS - July 31, 2018
 AG9672_ROD/PIPE-DEPTH: 3.7 meters
 AG9672
 AG9672  HISTORY     - Date     Condition        Report By
 AG9672  HISTORY     - 19930922 MONUMENTED       MNDT
 AG9672  HISTORY     - 20100428 GOOD             MNDT
 AG9672  HISTORY     - 20180731 GOOD             MNDT
 AG9672
 AG9672                          STATION DESCRIPTION
 AG9672
 AG9672'DESCRIBED BY MN DEPT OF TRANSP 1993 (HTS)
 AG9672'THE MARK IS LOCATED ABOUT 4.8 MI (7.7 KM) NE OF FOLEY, 6.1 MI (9.8 KM)
 AG9672'NE ON TH 23 FROM THE JCT OF TH 23 AND TH 25, AT TH 23 MP 227.0, 101.5
 AG9672'FT (30.9 M) NW OF AND ABOUT 3 FT (0.9 M) LOWER THAN TH 23, 45.5 FT
 AG9672'(13.9 M) ENE OF A FIELD ENT, AND 1.0 FT (0.3 M) SOUTH OF A WIT POST.
 AG9672
 AG9672                          STATION RECOVERY (2010)
 AG9672
 AG9672'RECOVERY NOTE BY MN DEPT OF TRANSP 2010 (MPP)
 AG9672'THE MARK IS 2.9 MI (4.7 KM) NORTHEAST OF RONNEBY.
 AG9672'
 AG9672'TO REACH THE MARK GO 3.05 MI (4.9 KM) NORTHEAST OF THE JUNCTION OF
 AG9672'TRUNK HIGHWAY 23 AND COUNTY ROAD 6 IN RONNEBY, AT TRUNK HIGHWAY 23
 AG9672'MILE POINT 227.0.
 AG9672'
 AG9672'IT IS 101.5 FT (30.9 M) NORTHWEST OF AND 3.0 FT (0.9 M) LOWER THAN
 AG9672'TRUNK HIGHWAY 23, 45.5 FT (13.9 M) EAST-NORTHEAST OF A FIELD ENTRANCE,
 AG9672'1.0 FT (0.3 M) SOUTH OF A WITNESS POST.
 AG9672
 AG9672                          STATION RECOVERY (2018)
 AG9672
 AG9672'RECOVERY NOTE BY MN DEPT OF TRANSP 2018 (MAS)
 AG9672'0.7 MI (1.1 KM) NORTHEAST OF OAK PARK, 0.7 MI (1.1 KM) NORTHEAST ALONG
 AG9672'TRUNK HIGHWAY 23 FROM THE JUNCTION OF TRUNK HIGHWAY 23 AND COUNTY ROAD
 AG9672'7 IN OAK PARK, AT TRUNK HIGHWAY 23 MILE POINT 227.0, 101.5 FT (30.9 M)
 AG9672'NORTHWEST OF TRUNK HIGHWAY 23, 45.5 FT (13.9 M) EAST-NORTHEAST OF A
 AG9672'FIELD ENTRANCE, 1.0 FT (0.3 M) SOUTH OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 AG9673 ***********************************************************************
 AG9673  DESIGNATION -  0504 J
 AG9673  PID         -  AG9673
 AG9673  STATE/COUNTY-  MN/BENTON
 AG9673  COUNTRY     -  US
 AG9673  USGS QUAD   -  RONNEBY (2019)
 AG9673
 AG9673                         *CURRENT SURVEY CONTROL
 AG9673  ______________________________________________________________________
 AG9673* NAD 83(1986) POSITION- 45 42 28.66   (N) 093 47 35.76   (W)   HD_HELD1
 AG9673* NAVD 88 ORTHO HEIGHT -   339.241 (meters)     1112.99  (feet) ADJUSTED
 AG9673  ______________________________________________________________________
 AG9673  GEOID HEIGHT    -        -27.434 (meters)                     GEOID18
 AG9673  DYNAMIC HEIGHT  -        339.234 (meters)     1112.97  (feet) COMP
 AG9673  MODELED GRAVITY -    980,584.6   (mgal)                       NAVD 88
 AG9673
 AG9673  VERT ORDER      -  SECOND    CLASS I
 AG9673
 AG9673.The horizontal coordinates were determined by differentially corrected
 AG9673.hand held GPS observations or other comparable positioning techniques
 AG9673.and have an estimated accuracy of +/- 3 meters.
 AG9673
 AG9673.The orthometric height was determined by differential leveling and
 AG9673.adjusted by the NATIONAL GEODETIC SURVEY
 AG9673.in October 2012.
 AG9673
 AG9673.Significant digits in the geoid height do not necessarily reflect accuracy.
 AG9673.GEOID18 height accuracy estimate available here.
 AG9673
 AG9673.Click photographs - Photos may exist for this station.
 AG9673
 AG9673.The dynamic height is computed by dividing the NAVD 88
 AG9673.geopotential number by the normal gravity value computed on the
 AG9673.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG9673.degrees latitude (g = 980.6199 gals.).
 AG9673
 AG9673.The modeled gravity was interpolated from observed gravity values.
 AG9673
 AG9673;                    North         East    Units  Estimated Accuracy
 AG9673;SPC MN C     -   178,790.2     835,564.9     MT  (+/- 3 meters HH1 GPS) 
 AG9673
 AG9673_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL3825361906(NAD 83)
 AG9673
 AG9673                          SUPERSEDED SURVEY CONTROL
 AG9673
 AG9673  NAVD 88 (08/10/04)  339.234  (m)         1112.97   (f) SUPERSEDED  2 1
 AG9673
 AG9673.Superseded values are not recommended for survey control.
 AG9673
 AG9673.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG9673.See file dsdata.pdf to determine how the superseded data were derived.
 AG9673
 AG9673_MARKER: DV = VERTICAL CONTROL DISK
 AG9673_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 AG9673_STAMPING: 0504 J 1993
 AG9673_MARK LOGO: MNDT
 AG9673_PROJECTION: RECESSED 10 CENTIMETERS
 AG9673_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AG9673_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AG9673_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AG9673+SATELLITE: SATELLITE OBSERVATIONS - July 31, 2018
 AG9673_ROD/PIPE-DEPTH: 3.4 meters
 AG9673
 AG9673  HISTORY     - Date     Condition        Report By
 AG9673  HISTORY     - 19930922 MONUMENTED       MNDT
 AG9673  HISTORY     - 20100428 GOOD             MNDT
 AG9673  HISTORY     - 20180731 GOOD             MNDT
 AG9673
 AG9673                          STATION DESCRIPTION
 AG9673
 AG9673'DESCRIBED BY MN DEPT OF TRANSP 1993 (HTS)
 AG9673'THE MARK IS LOCATED ABOUT 5.7 MI (9.2 KM) NE OF FOLEY, 7.0 MI (11.3
 AG9673'KM) NE ON TH 23 FROM THE JCT OF TH 23 AND TH 25, AT TH 23 MP 227.9,
 AG9673'180 FT (54.9 M) SE OF TH 23, 27.5 FT (8.4 M) EAST OF AN ENT, 4.0 FT
 AG9673'(1.2 M) NORTH OF A HIGH TENSION POLE, 56.0 FT (17.1 M) SOUTH OF AN OLD
 AG9673'RR GRADE, AND 1.0 FT (0.3 M) NORTH OF A WIT POST.
 AG9673
 AG9673                          STATION RECOVERY (2010)
 AG9673
 AG9673'RECOVERY NOTE BY MN DEPT OF TRANSP 2010 (MPP)
 AG9673'THE MARK IS 3.9 MI (6.3 KM) NORTHEAST OF RONNEBY.
 AG9673'
 AG9673'TO REACH THE MARK GO 4.0 MI (6.4 KM) NORTHEAST OF THE JUNCTION OF
 AG9673'TRUNK HIGHWAY 23 AND COUNTY ROAD 6 IN RONNEBY, AT TRUNK HIGHWAY 23
 AG9673'MILE POINT 227.9.
 AG9673'
 AG9673'IT IS 180 FT (54.9 M) SOUTHEAST OF TRUNK HIGHWAY 23, 27.5 FT (8.4 M)
 AG9673'EAST OF ENTRANCE, 4.0 FT (1.2 M) NORTH OF HIGH TENSION POWER POLE,
 AG9673'56.0 FT (17.1 M) SOUTH OF OLD RAILROAD GRADE, 1.0 FT (0.3 M) NORTH OF
 AG9673'A WITNESS POST.
 AG9673
 AG9673                          STATION RECOVERY (2018)
 AG9673
 AG9673'RECOVERY NOTE BY MN DEPT OF TRANSP 2018 (MAS)
 AG9673'1.6 MI (2.6 KM) NORTHEAST OF OAK PARK, 1.6 MI (2.6 KM) NORTHEAST ALONG
 AG9673'TRUNK HIGHWAY 23 FROM THE JUNCTION OF TRUNK HIGHWAY 23 AND COUNTY ROAD
 AG9673'7 IN OAK PARK, AT TRUNK HIGHWAY 23 MILE POINT 227.9, 180.0 FT (54.9 M)
 AG9673'SOUTHEAST OF TRUNK HIGHWAY 23, 56.0 FT (17.1 M) SOUTH OF AN OLD
 AG9673'RAILROAD GRADE, 27.5 FT (8.4 M) EAST OF DRIVEWAY NUMBER 17930, 4.0 FT
 AG9673'(1.2 M) NORTH OF A HIGH TENSION POWER POLE, 1.0 FT (0.3 M) NORTH OF A
 AG9673'WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 AG9674 ***********************************************************************
 AG9674  DESIGNATION -  0504 K
 AG9674  PID         -  AG9674
 AG9674  STATE/COUNTY-  MN/BENTON
 AG9674  COUNTRY     -  US
 AG9674  USGS QUAD   -  RONNEBY (2019)
 AG9674
 AG9674                         *CURRENT SURVEY CONTROL
 AG9674  ______________________________________________________________________
 AG9674* NAD 83(2011) POSITION- 45 42 50.82675(N) 093 46 38.40970(W)   ADJUSTED
 AG9674* NAD 83(2011) ELLIP HT-   310.257 (meters)        (06/27/12)   ADJUSTED
 AG9674* NAD 83(2011) EPOCH   -  2010.00
 AG9674* NAVD 88 ORTHO HEIGHT -   337.701 (meters)     1107.94  (feet) ADJUSTED
 AG9674  ______________________________________________________________________
 AG9674  GEOID HEIGHT    -        -27.441 (meters)                     GEOID18
 AG9674  NAD 83(2011) X  -   -293,909.450 (meters)                     COMP
 AG9674  NAD 83(2011) Y  - -4,451,647.030 (meters)                     COMP
 AG9674  NAD 83(2011) Z  -  4,543,339.731 (meters)                     COMP
 AG9674  LAPLACE CORR    -         -2.53  (seconds)                    DEFLEC18
 AG9674  DYNAMIC HEIGHT  -        337.694 (meters)     1107.92  (feet) COMP
 AG9674  MODELED GRAVITY -    980,585.8   (mgal)                       NAVD 88
 AG9674
 AG9674  VERT ORDER      -  SECOND    CLASS I
 AG9674
 AG9674  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AG9674  Standards:
 AG9674         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AG9674            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AG9674  -------------------------------------------------------------------
 AG9674  NETWORK    0.33   0.39           0.15   0.11   0.20      0.10608064
 AG9674  -------------------------------------------------------------------
 AG9674  Click here for local accuracies and other accuracy information.
 AG9674
 AG9674.The horizontal coordinates were established by GPS observations
 AG9674.and adjusted by the National Geodetic Survey in June 2012.
 AG9674
 AG9674.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AG9674.been affixed to the stable North American tectonic plate. See 
 AG9674.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AG9674
 AG9674.The horizontal coordinates are valid at the epoch date displayed above
 AG9674.which is a decimal equivalence of Year/Month/Day.
 AG9674
 AG9674.The orthometric height was determined by differential leveling and
 AG9674.adjusted by the NATIONAL GEODETIC SURVEY
 AG9674.in April 2021.
 AG9674
 AG9674.Significant digits in the geoid height do not necessarily reflect accuracy.
 AG9674.GEOID18 height accuracy estimate available here.
 AG9674
 AG9674.Click photographs - Photos may exist for this station.
 AG9674
 AG9674.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AG9674
 AG9674.The Laplace correction was computed from DEFLEC18 derived deflections.
 AG9674
 AG9674.The ellipsoidal height was determined by GPS observations
 AG9674.and is referenced to NAD 83.
 AG9674
 AG9674.The dynamic height is computed by dividing the NAVD 88
 AG9674.geopotential number by the normal gravity value computed on the
 AG9674.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG9674.degrees latitude (g = 980.6199 gals.).
 AG9674
 AG9674.The modeled gravity was interpolated from observed gravity values.
 AG9674
 AG9674. The following values were computed from the NAD 83(2011) position.
 AG9674
 AG9674;                    North         East     Units Scale Factor Converg.
 AG9674;SPC MN C     -   179,481.822   836,801.274   MT  0.99998031   +0 20 30.9
 AG9674;SPC MN C     -   588,849.94  2,745,405.51   sFT  0.99998031   +0 20 30.9
 AG9674;UTM  15      - 5,062,578.703   439,499.882   MT  0.99964500   -0 33 23.3
 AG9674
 AG9674!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AG9674!SPC MN C     -   0.99995136  x   0.99998031  =   0.99993167
 AG9674!UTM  15      -   0.99995136  x   0.99964500  =   0.99959638
 AG9674
 AG9674:                Primary Azimuth Mark                     Grid Az
 AG9674:SPC MN C     -  NOR                                      243 03 54.6
 AG9674:UTM  15      -  NOR                                      243 57 48.8
 AG9674
 AG9674_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL3949962578(NAD 83)
 AG9674
 AG9674|---------------------------------------------------------------------|
 AG9674| PID    Reference Object                     Distance      Geod. Az  |
 AG9674|                                                           dddmmss.s |
 AG9674| DM9946 NOR                                 437.122 METERS 2432425.5 |
 AG9674|---------------------------------------------------------------------|
 AG9674
 AG9674                          SUPERSEDED SURVEY CONTROL
 AG9674
 AG9674  NAD 83(2007)-  45 42 50.82672(N)    093 46 38.41040(W) AD(2002.00) 1
 AG9674  ELLIP H (07/18/11)  310.295  (m)                       GP(2002.00) 4 1
 AG9674  NAVD 88             337.70   (m)         1107.9    (f) LEVELING    3  
 AG9674  NAVD 88 (08/10/04)  337.697  (m)         1107.93   (f) SUPERSEDED  2 1
 AG9674
 AG9674.Superseded values are not recommended for survey control.
 AG9674
 AG9674.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG9674.See file dsdata.pdf to determine how the superseded data were derived.
 AG9674
 AG9674_MARKER: DV = VERTICAL CONTROL DISK
 AG9674_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 AG9674_STAMPING: 0504 K 1993
 AG9674_MARK LOGO: MNDT
 AG9674_PROJECTION: RECESSED 3 CENTIMETERS
 AG9674_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AG9674_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AG9674_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AG9674+SATELLITE: SATELLITE OBSERVATIONS - July 31, 2018
 AG9674_ROD/PIPE-DEPTH: 4.0 meters
 AG9674
 AG9674  HISTORY     - Date     Condition        Report By
 AG9674  HISTORY     - 19930922 MONUMENTED       MNDT
 AG9674  HISTORY     - 20100429 GOOD             MNDT
 AG9674  HISTORY     - 20180731 GOOD             MNDT
 AG9674
 AG9674                          STATION DESCRIPTION
 AG9674
 AG9674'DESCRIBED BY MN DEPT OF TRANSP 1993 (HTS)
 AG9674'THE MARK IS LOCATED ABOUT 6.6 MI (10.6 KM) NE OF FOLEY, 7.9 MI (12.7
 AG9674'KM) NE ON TH 23 FROM THE JCT OF TH 23 AND TH 25, AT TH 23 MP 228.8,
 AG9674'170 FT (51.8 M) SE OF AND 2 FT (0.6 M) HIGHER THAN TH 23, 22.5 FT (6.9
 AG9674'M) NE OF AN ENT, 1.7 FT (0.5 M) NORTH OF A FENCE COR, 47.0 FT (14.3 M)
 AG9674'SOUTH OF AN OLD RR GRADE, AND 3.0 FT (0.9 M) NW OF A WIT POST.
 AG9674
 AG9674                          STATION RECOVERY (2010)
 AG9674
 AG9674'RECOVERY NOTE BY MN DEPT OF TRANSP 2010 (MPP)
 AG9674'THE MARK WAS RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.
 AG9674'THE MARK IS 3.0 MILES SOUTHWEST OF FORESTON, 3.4 MILES SOUTHWEST OF
 AG9674'JUNCTION OF TRUNK HIGHWAY 23 AND COUNTY ROAD 14 IN FORESTON, AT TRUNK
 AG9674'HIGHWAY 23 MILEPOINT 228.8, 170.0 FEET SOUTHEAST OF AND 2.0 FEET
 AG9674'HIGHER THAN TRUNK HIGHWAY 23, 47.0 FEET SOUTH OF OLD RAILROAD GRADE,
 AG9674'22.5 FEET NORTHEAST OF ENTRANCE, 1.7 FEET NORTH OF FENCE CORNER, 3.0
 AG9674'FEET WEST OF WITNESS POST.
 AG9674
 AG9674                          STATION RECOVERY (2018)
 AG9674
 AG9674'RECOVERY NOTE BY MN DEPT OF TRANSP 2018 (MAS)
 AG9674'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DN6055 ***********************************************************************
 DN6055  DESIGNATION -  0504 M
 DN6055  PID         -  DN6055
 DN6055  STATE/COUNTY-  MN/BENTON
 DN6055  COUNTRY     -  US
 DN6055  USGS QUAD   -  RONNEBY (2019)
 DN6055
 DN6055                         *CURRENT SURVEY CONTROL
 DN6055  ______________________________________________________________________
 DN6055* NAD 83(1986) POSITION- 45 43 10.78   (N) 093 45 43.54   (W)   HD_HELD1
 DN6055* NAVD 88 ORTHO HEIGHT -   337.962 (meters)     1108.80  (feet) ADJUSTED
 DN6055  ______________________________________________________________________
 DN6055  GEOID HEIGHT    -        -27.448 (meters)                     GEOID18
 DN6055  DYNAMIC HEIGHT  -        337.955 (meters)     1108.77  (feet) COMP
 DN6055  MODELED GRAVITY -    980,586.9   (mgal)                       NAVD 88
 DN6055
 DN6055  VERT ORDER      -  SECOND    CLASS I
 DN6055
 DN6055.The horizontal coordinates were determined by differentially corrected
 DN6055.hand held GPS observations or other comparable positioning techniques
 DN6055.and have an estimated accuracy of +/- 3 meters.
 DN6055
 DN6055.The orthometric height was determined by differential leveling and
 DN6055.adjusted by the NATIONAL GEODETIC SURVEY
 DN6055.in October 2012.
 DN6055
 DN6055.Significant digits in the geoid height do not necessarily reflect accuracy.
 DN6055.GEOID18 height accuracy estimate available here.
 DN6055
 DN6055.Click photographs - Photos may exist for this station.
 DN6055
 DN6055.The dynamic height is computed by dividing the NAVD 88
 DN6055.geopotential number by the normal gravity value computed on the
 DN6055.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN6055.degrees latitude (g = 980.6199 gals.).
 DN6055
 DN6055.The modeled gravity was interpolated from observed gravity values.
 DN6055
 DN6055;                    North         East    Units  Estimated Accuracy
 DN6055;SPC MN C     -   180,105.0     837,984.2     MT  (+/- 3 meters HH1 GPS) 
 DN6055
 DN6055_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL4069163183(NAD 83)
 DN6055
 DN6055                          SUPERSEDED SURVEY CONTROL
 DN6055
 DN6055.No superseded survey control is available for this station.
 DN6055
 DN6055_MARKER: I = METAL ROD
 DN6055_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DN6055_STAMPING: 0504 M 2010
 DN6055_MARK LOGO: MNDT
 DN6055_PROJECTION: RECESSED 3 CENTIMETERS
 DN6055_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DN6055_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DN6055_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DN6055+SATELLITE: SATELLITE OBSERVATIONS - July 31, 2018
 DN6055_ROD/PIPE-DEPTH: 6.4 meters
 DN6055
 DN6055  HISTORY     - Date     Condition        Report By
 DN6055  HISTORY     - 20100719 MONUMENTED       MNDT
 DN6055  HISTORY     - 20170807 GOOD             MNDT
 DN6055  HISTORY     - 20180731 GOOD             MNDT
 DN6055  HISTORY     - 20180731 GOOD             MNDT
 DN6055
 DN6055                          STATION DESCRIPTION
 DN6055
 DN6055'DESCRIBED BY MN DEPT OF TRANSP 2010
 DN6055'THE MARK IS 2.5 MI (4.0 KM) SOUTHWEST OF FORESTON.
 DN6055'
 DN6055'TO REACH THE MARK 2.6 MI (4.2 KM) SOUTHWEST ALONG TRUNK HIGHWAY 23
 DN6055'FROM THE JUNCTION OF TRUNK HIGHWAY 23 AND COUNTY ROAD 14 IN FORESTON,
 DN6055'AT TRUNK HIGHWAY 23 MILE POINT 229.65.
 DN6055'
 DN6055'IT IS 75 FT (22.9 M) SOUTHEAST OF TRUNK HIGHWAY 23, 30 FT (9.1 M)
 DN6055'SOUTHWEST OF 170TH AVENUE, 50 FT (15.2 M) SOUTHWEST OF POWER POLE, 15
 DN6055'FT (4.6 M) NORTHWEST OF OLD RAILROAD GRADE, 1.5 FT (0.5 M) NORTHWEST
 DN6055'OF A WITNESS POST.
 DN6055'
 DN6055'NOTE - THE STATION MARK CONSISTS OF A 3/4 INCH (19 MM) DIAMETER
 DN6055'ALUMINUM ROD DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL MARK
 DN6055'REMOVABLE DISK SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY
 DN6055'A SIX-INCH PVC PIPE BACKFILLED WITH WASHED SAND.
 DN6055
 DN6055                          STATION RECOVERY (2017)
 DN6055
 DN6055'RECOVERY NOTE BY MN DEPT OF TRANSP 2017 (MAS)
 DN6055'2.5 MI (4.0 KM) SOUTHWEST OF FORESTON, 2.6 MI (4.2 KM) SOUTHWEST ALONG
 DN6055'TRUNK HIGHWAY 23 FROM THE JUNCTION OF TRUNK HIGHWAY 23 AND COUNTY ROAD
 DN6055'14 IN FORESTON, AT TRUNK HIGHWAY 23 MILE POINT 229.65, 98.5 FT (30.0
 DN6055'M) SOUTHEAST OF TRUNK HIGHWAY 23, 38.4 FT (11.7 M) WEST OF 170TH
 DN6055'AVENUE, 90.2 FT (27.5 M) WEST-SOUTHWEST OF A POWER POLE, 26.6 FT (8.1
 DN6055'M) NORTHWEST OF A OLD RAILROAD GRADE, 1.5 FT (0.5 M) NORTH OF A
 DN6055'WITNESS POST.
 DN6055
 DN6055                          STATION RECOVERY (2018)
 DN6055
 DN6055'RECOVERY NOTE BY MN DEPT OF TRANSP 2018 (MAS)
 DN6055'RECOVERED AS DESCRIBED.
 DN6055'
 DN6055'NOTE-THE STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM ROD
 DN6055'DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION REMOVABLE DISK
 DN6055'SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH PVC
 DN6055'PIPE BACK FILLED WITH WASHED SAND.
 DN6055
 DN6055                          STATION RECOVERY (2018)
 DN6055
 DN6055'RECOVERY NOTE BY MN DEPT OF TRANSP 2018 (MAS)
 DN6055'2.5 MI (4.0 KM) SOUTHWEST OF FORESTON, 2.6 MI (4.2 KM) SOUTHWEST ALONG
 DN6055'TRUNK HIGHWAY 23 FROM THE JUNCTION OF TRUNK HIGHWAY 23 AND COUNTY ROAD
 DN6055'14 IN FORESTON, AT TRUNK HIGHWAY 23 MILE POINT 229.65, 98.5 FT (30.0
 DN6055'M) SOUTHEAST OF TRUNK HIGHWAY 23, 38.4 FT (11.7 M) WEST OF 170TH
 DN6055'AVENUE, 90.2 FT (27.5 M) WEST-SOUTHWEST OF A POWER POLE, 26.6 FT (8.1
 DN6055'M) NORTHWEST OF AN OLD RAILROAD GRADE, 1.5 FT (0.5 M) NORTH OF A
 DN6055'WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DQ7873 ***********************************************************************
 DQ7873  DESIGNATION -  0504 N
 DQ7873  PID         -  DQ7873
 DQ7873  STATE/COUNTY-  MN/BENTON
 DQ7873  COUNTRY     -  US
 DQ7873  USGS QUAD   -  FOLEY (2019)
 DQ7873
 DQ7873                         *CURRENT SURVEY CONTROL
 DQ7873  ______________________________________________________________________
 DQ7873* NAD 83(2011) POSITION- 45 40 10.65288(N) 093 54 13.75677(W)   ADJUSTED
 DQ7873* NAD 83(2011) ELLIP HT-   318.346 (meters)        (03/30/20)   ADJUSTED
 DQ7873* NAD 83(2011) EPOCH   -  2010.00
 DQ7873* NAVD 88 ORTHO HEIGHT -   345.679 (meters)     1134.12  (feet) ADJUSTED
 DQ7873  ______________________________________________________________________
 DQ7873  GEOID HEIGHT    -        -27.339 (meters)                     GEOID18
 DQ7873  NAD 83(2011) X  -   -303,977.434 (meters)                     COMP
 DQ7873  NAD 83(2011) Y  - -4,454,523.678 (meters)                     COMP
 DQ7873  NAD 83(2011) Z  -  4,539,891.072 (meters)                     COMP
 DQ7873  LAPLACE CORR    -         -4.00  (seconds)                    DEFLEC18
 DQ7873  DYNAMIC HEIGHT  -        345.671 (meters)     1134.09  (feet) COMP
 DQ7873  MODELED GRAVITY -    980,581.3   (mgal)                       NAVD 88
 DQ7873
 DQ7873  VERT ORDER      -  SECOND    CLASS I
 DQ7873
 DQ7873  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DQ7873  Standards:
 DQ7873         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DQ7873            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DQ7873  -------------------------------------------------------------------
 DQ7873  NETWORK    0.75   1.20           0.34   0.26   0.61      0.05769369
 DQ7873  -------------------------------------------------------------------
 DQ7873  Click here for local accuracies and other accuracy information.
 DQ7873
 DQ7873.The horizontal coordinates were established by GPS observations
 DQ7873.and adjusted by the MN DEPT OF TRANSP in March 2020.
 DQ7873
 DQ7873.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DQ7873.been affixed to the stable North American tectonic plate. See 
 DQ7873.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DQ7873
 DQ7873.The horizontal coordinates are valid at the epoch date displayed above
 DQ7873.which is a decimal equivalence of Year/Month/Day.
 DQ7873
 DQ7873.The orthometric height was determined by differential leveling and
 DQ7873.adjusted by the NATIONAL GEODETIC SURVEY
 DQ7873.in May 2018.
 DQ7873
 DQ7873.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ7873.GEOID18 height accuracy estimate available here.
 DQ7873
 DQ7873.Click photographs - Photos may exist for this station.
 DQ7873
 DQ7873.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DQ7873
 DQ7873.The Laplace correction was computed from DEFLEC18 derived deflections.
 DQ7873
 DQ7873.The ellipsoidal height was determined by GPS observations
 DQ7873.and is referenced to NAD 83.
 DQ7873
 DQ7873.The dynamic height is computed by dividing the NAVD 88
 DQ7873.geopotential number by the normal gravity value computed on the
 DQ7873.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ7873.degrees latitude (g = 980.6199 gals.).
 DQ7873
 DQ7873.The modeled gravity was interpolated from observed gravity values.
 DQ7873
 DQ7873. The following values were computed from the NAD 83(2011) position.
 DQ7873
 DQ7873;                    North         East     Units Scale Factor Converg.
 DQ7873;SPC MN C     -   174,485.881   826,974.908   MT  0.99998895   +0 15 01.5
 DQ7873;SPC MN C     -   572,459.09  2,713,166.84   sFT  0.99998895   +0 15 01.5
 DQ7873;UTM  15      - 5,057,738.932   429,599.736   MT  0.99966093   -0 38 47.6
 DQ7873
 DQ7873!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DQ7873!SPC MN C     -   0.99995009  x   0.99998895  =   0.99993904
 DQ7873!UTM  15      -   0.99995009  x   0.99966093  =   0.99961104
 DQ7873
 DQ7873_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL2959957738(NAD 83)
 DQ7873
 DQ7873                          SUPERSEDED SURVEY CONTROL
 DQ7873
 DQ7873.No superseded survey control is available for this station.
 DQ7873
 DQ7873_MARKER: I = METAL ROD
 DQ7873_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DQ7873_STAMPING: 0504 N 2017
 DQ7873_MARK LOGO: MNDT
 DQ7873_PROJECTION: RECESSED 5 CENTIMETERS
 DQ7873_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DQ7873_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ7873_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ7873+SATELLITE: SATELLITE OBSERVATIONS - June 10, 2020
 DQ7873_ROD/PIPE-DEPTH: 4.0 meters
 DQ7873
 DQ7873  HISTORY     - Date     Condition        Report By
 DQ7873  HISTORY     - 20170515 MONUMENTED       MNDT
 DQ7873  HISTORY     - 20180806 GOOD             MNDT
 DQ7873  HISTORY     - 20190403 GOOD             MNDT
 DQ7873  HISTORY     - 20200610 GOOD             MNDT
 DQ7873
 DQ7873                          STATION DESCRIPTION
 DQ7873
 DQ7873'DESCRIBED BY MN DEPT OF TRANSP 2017
 DQ7873'THE STATION IS LOCATED ABOUT 6.9 MI (11.1 KM) NORTH-NORTHEAST OF
 DQ7873'DUELM, 2.1 MI (3.4 KM) WEST-SOUTHWEST OF RONNEBY AND IN THE TOWN OF
 DQ7873'FOLEY, MN.
 DQ7873'
 DQ7873'TO REACH THE MARK GO 0.95 MI (1.53 KM) EAST ALONG TRUNK HIGHWAY 23
 DQ7873'FROM THE JUNCTION OF TRUNK HIGHWAY 23 AND TRUNK HIGHWAY 25 IN FOLEY,
 DQ7873'AT TRUNK HIGHWAY 23 MILE POINT 221.95.
 DQ7873'
 DQ7873'THE MARK IS LOCATED 71.5 FT (21.8 M) NORTH-NORTHWEST OF TRUNK HIGHWAY
 DQ7873'23, 170.6 FT (52.0 M) WEST OF NINTH AVENUE, 58.5 FT (17.8 M)
 DQ7873'EAST-SOUTHEAST OF AN ENTRANCE, 39.9 FT (12.2 M) EAST-SOUTHEAST OF A
 DQ7873'FIRE HYDRANT, 1.5 SOUTH-SOUTHEAST OF A WITNESS POST.
 DQ7873'
 DQ7873'NOTE ROD DEPTH IS UNKNOWN.
 DQ7873'
 DQ7873'NOTE-THE STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM ROD
 DQ7873'DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION REMOVABLE DISK
 DQ7873'SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH PVC
 DQ7873'PIPE BACK FILLED WITH WASHED SAND.
 DQ7873
 DQ7873                          STATION RECOVERY (2018)
 DQ7873
 DQ7873'RECOVERY NOTE BY MN DEPT OF TRANSP 2018 (MAS)
 DQ7873'IN FOLEY, 0.95 MI (1.53 KM) EAST ALONG TRUNK HIGHWAY 23 FROM THE
 DQ7873'JUNCTION OF TRUNK HIGHWAY 23 AND TRUNK HIGHWAY 25 IN FOLEY, AT TRUNK
 DQ7873'HIGHWAY 23 MILE POINT 221.95, 71.5 FT (21.8 M) NORTH-NORTHWEST OF
 DQ7873'TRUNK HIGHWAY 23, 170.6 FT (52.0 M) WEST OF NINTH AVENUE, 58.5 FT
 DQ7873'(17.8 M) EAST-SOUTHEAST OF AN ENTRANCE, 39.9 FT (12.2 M)
 DQ7873'EAST-SOUTHEAST OF A FIRE HYDRANT, 1.5 SOUTH-SOUTHEAST OF A WITNESS
 DQ7873'POST.
 DQ7873
 DQ7873                          STATION RECOVERY (2019)
 DQ7873
 DQ7873'RECOVERY NOTE BY MN DEPT OF TRANSP 2019 (DXS)
 DQ7873'RECOVERED AS DESCRIBED.
 DQ7873
 DQ7873                          STATION RECOVERY (2020)
 DQ7873
 DQ7873'RECOVERY NOTE BY MN DEPT OF TRANSP 2020 (TJD)
 DQ7873'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DR2913 ***********************************************************************
 DR2913  DESIGNATION -  0504 P
 DR2913  PID         -  DR2913
 DR2913  STATE/COUNTY-  MN/BENTON
 DR2913  COUNTRY     -  US
 DR2913  USGS QUAD   -  RONNEBY (2019)
 DR2913
 DR2913                         *CURRENT SURVEY CONTROL
 DR2913  ______________________________________________________________________
 DR2913* NAD 83(2011) POSITION- 45 40 47.99936(N) 093 52 01.60037(W)   ADJUSTED
 DR2913* NAD 83(2011) ELLIP HT-   313.381 (meters)        (03/30/20)   ADJUSTED
 DR2913* NAD 83(2011) EPOCH   -  2010.00
 DR2913* NAVD 88 ORTHO HEIGHT -   340.751 (meters)     1117.95  (feet) ADJUSTED
 DR2913  ______________________________________________________________________
 DR2913  GEOID HEIGHT    -        -27.380 (meters)                     GEOID18
 DR2913  NAD 83(2011) X  -   -301,067.436 (meters)                     COMP
 DR2913  NAD 83(2011) Y  - -4,453,891.048 (meters)                     COMP
 DR2913  NAD 83(2011) Z  -  4,540,693.210 (meters)                     COMP
 DR2913  LAPLACE CORR    -         -3.67  (seconds)                    DEFLEC18
 DR2913  DYNAMIC HEIGHT  -        340.743 (meters)     1117.92  (feet) COMP
 DR2913  MODELED GRAVITY -    980,579.9   (mgal)                       NAVD 88
 DR2913
 DR2913  VERT ORDER      -  SECOND    CLASS I
 DR2913
 DR2913  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DR2913  Standards:
 DR2913         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DR2913            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DR2913  -------------------------------------------------------------------
 DR2913  NETWORK    0.68   1.08           0.31   0.23   0.55      0.05183982
 DR2913  -------------------------------------------------------------------
 DR2913  Click here for local accuracies and other accuracy information.
 DR2913
 DR2913.The horizontal coordinates were established by GPS observations
 DR2913.and adjusted by the MN DEPT OF TRANSP in March 2020.
 DR2913
 DR2913.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DR2913.been affixed to the stable North American tectonic plate. See 
 DR2913.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DR2913
 DR2913.The horizontal coordinates are valid at the epoch date displayed above
 DR2913.which is a decimal equivalence of Year/Month/Day.
 DR2913
 DR2913.The orthometric height was determined by differential leveling and
 DR2913.adjusted by the NATIONAL GEODETIC SURVEY
 DR2913.in April 2021.
 DR2913
 DR2913.Significant digits in the geoid height do not necessarily reflect accuracy.
 DR2913.GEOID18 height accuracy estimate available here.
 DR2913
 DR2913.Click photographs - Photos may exist for this station.
 DR2913
 DR2913.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DR2913
 DR2913.The Laplace correction was computed from DEFLEC18 derived deflections.
 DR2913
 DR2913.The ellipsoidal height was determined by GPS observations
 DR2913.and is referenced to NAD 83.
 DR2913
 DR2913.The dynamic height is computed by dividing the NAVD 88
 DR2913.geopotential number by the normal gravity value computed on the
 DR2913.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DR2913.degrees latitude (g = 980.6199 gals.).
 DR2913
 DR2913.The modeled gravity was interpolated from observed gravity values.
 DR2913
 DR2913. The following values were computed from the NAD 83(2011) position.
 DR2913
 DR2913;                    North         East     Units Scale Factor Converg.
 DR2913;SPC MN C     -   175,652.039   829,829.836   MT  0.99998688   +0 16 37.1
 DR2913;SPC MN C     -   576,285.06  2,722,533.39   sFT  0.99998688   +0 16 37.1
 DR2913;UTM  15      - 5,058,859.875   432,471.627   MT  0.99965606   -0 37 13.4
 DR2913
 DR2913!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DR2913!SPC MN C     -   0.99995087  x   0.99998688  =   0.99993775
 DR2913!UTM  15      -   0.99995087  x   0.99965606  =   0.99960695
 DR2913
 DR2913_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL3247158859(NAD 83)
 DR2913
 DR2913                          SUPERSEDED SURVEY CONTROL
 DR2913
 DR2913.No superseded survey control is available for this station.
 DR2913
 DR2913_MARKER: I = METAL ROD
 DR2913_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DR2913_STAMPING: 0504 P 2018
 DR2913_MARK LOGO: MNDT
 DR2913_PROJECTION: RECESSED 5 CENTIMETERS
 DR2913_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DR2913_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DR2913_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DR2913+SATELLITE: SATELLITE OBSERVATIONS - April 03, 2019
 DR2913_ROD/PIPE-DEPTH: 5.2 meters
 DR2913
 DR2913  HISTORY     - Date     Condition        Report By
 DR2913  HISTORY     - 20180813 MONUMENTED       MNDT
 DR2913  HISTORY     - 20190403 GOOD             MNDT
 DR2913
 DR2913                          STATION DESCRIPTION
 DR2913
 DR2913'DESCRIBED BY MN DEPT OF TRANSP 2018
 DR2913'THE MARK IS LOCATED ABOUT IN RONNEBY.
 DR2913'
 DR2913'TO REACH THE MARK GO 0.15 MI (0.24 KM) SOUTHWEST ALONG TRUNK HIGHWAY
 DR2913'23 FROM THE JUNCTION OF TRUNK HIGHWAY 23 AND COUNTY ROAD 6 IN RONNEBY,
 DR2913'AT TRUNK HIGHWAY 23 MILE POINT 223.85.
 DR2913'
 DR2913'THE MARK IS 32.6 FT (9.9 M) SOUTH-SOUTHEAST OF TRUNK HIGHWAY 23, 16.5
 DR2913'FT (5.0 M) WEST OF 143RD AVENUE NORTHEAST EXTENDED, 21.4 FT (6.5 M)
 DR2913'NORTH OF A CABLE BOX, 1.5 FT (0.5 M) NORTH-NORTHWEST OF A WITNESS
 DR2913'POST.
 DR2913'
 DR2913'NOTE-THE STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM ROD
 DR2913'DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION REMOVABLE DISK
 DR2913'SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH PVC
 DR2913'PIPE BACK FILLED WITH WASHED SAND.
 DR2913
 DR2913                          STATION RECOVERY (2019)
 DR2913
 DR2913'RECOVERY NOTE BY MN DEPT OF TRANSP 2019 (DXS)
 DR2913'IN RONNEBY, 0.15 MILE SOUTHWEST ALONG TRUNK HIGHWAY 23 FROM THE
 DR2913'JUNCTION OF TRUNK HIGHWAY 23 AND COUNTY ROAD 6 IN RONNEBY, AT TRUNK
 DR2913'HIGHWAY 23 MILEPOINT 223.85, 32.6 FEET SOUTH-SOUTHEAST OF TRUNK
 DR2913'HIGHWAY 23, 16.5 FEET WEST OF 143RD AVENUE NORTHEAST EXTENDED, 21.4
 DR2913'FEET NORTH OF A CABLE BOX, 1.5 FEET NORTH-NORTHWEST OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DR2914 ***********************************************************************
 DR2914  DESIGNATION -  0504 Q
 DR2914  PID         -  DR2914
 DR2914  STATE/COUNTY-  MN/BENTON
 DR2914  COUNTRY     -  US
 DR2914  USGS QUAD   -  RONNEBY (2019)
 DR2914
 DR2914                         *CURRENT SURVEY CONTROL
 DR2914  ______________________________________________________________________
 DR2914* NAD 83(2011) POSITION- 45 41 15.50746(N) 093 50 52.07634(W)   ADJUSTED
 DR2914* NAD 83(2011) ELLIP HT-   310.139 (meters)        (03/30/20)   ADJUSTED
 DR2914* NAD 83(2011) EPOCH   -  2010.00
 DR2914* NAVD 88 ORTHO HEIGHT -   337.544 (meters)     1107.43  (feet) ADJUSTED
 DR2914  ______________________________________________________________________
 DR2914  GEOID HEIGHT    -        -27.397 (meters)                     GEOID18
 DR2914  NAD 83(2011) X  -   -299,525.251 (meters)                     COMP
 DR2914  NAD 83(2011) Y  - -4,453,383.700 (meters)                     COMP
 DR2914  NAD 83(2011) Z  -  4,541,284.238 (meters)                     COMP
 DR2914  LAPLACE CORR    -         -3.30  (seconds)                    DEFLEC18
 DR2914  DYNAMIC HEIGHT  -        337.535 (meters)     1107.40  (feet) COMP
 DR2914  MODELED GRAVITY -    980,580.2   (mgal)                       NAVD 88
 DR2914
 DR2914  VERT ORDER      -  SECOND    CLASS I
 DR2914
 DR2914  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DR2914  Standards:
 DR2914         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DR2914            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DR2914  -------------------------------------------------------------------
 DR2914  NETWORK    0.59   0.94           0.27   0.20   0.48      0.06406767
 DR2914  -------------------------------------------------------------------
 DR2914  Click here for local accuracies and other accuracy information.
 DR2914
 DR2914.The horizontal coordinates were established by GPS observations
 DR2914.and adjusted by the MN DEPT OF TRANSP in March 2020.
 DR2914
 DR2914.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DR2914.been affixed to the stable North American tectonic plate. See 
 DR2914.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DR2914
 DR2914.The horizontal coordinates are valid at the epoch date displayed above
 DR2914.which is a decimal equivalence of Year/Month/Day.
 DR2914
 DR2914.The orthometric height was determined by differential leveling and
 DR2914.adjusted by the NATIONAL GEODETIC SURVEY
 DR2914.in April 2021.
 DR2914
 DR2914.Significant digits in the geoid height do not necessarily reflect accuracy.
 DR2914.GEOID18 height accuracy estimate available here.
 DR2914
 DR2914.Click photographs - Photos may exist for this station.
 DR2914
 DR2914.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DR2914
 DR2914.The Laplace correction was computed from DEFLEC18 derived deflections.
 DR2914
 DR2914.The ellipsoidal height was determined by GPS observations
 DR2914.and is referenced to NAD 83.
 DR2914
 DR2914.The dynamic height is computed by dividing the NAVD 88
 DR2914.geopotential number by the normal gravity value computed on the
 DR2914.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DR2914.degrees latitude (g = 980.6199 gals.).
 DR2914
 DR2914.The modeled gravity was interpolated from observed gravity values.
 DR2914
 DR2914. The following values were computed from the NAD 83(2011) position.
 DR2914
 DR2914;                    North         East     Units Scale Factor Converg.
 DR2914;SPC MN C     -   176,508.748   831,330.074   MT  0.99998538   +0 17 27.4
 DR2914;SPC MN C     -   579,095.78  2,727,455.42   sFT  0.99998538   +0 17 27.4
 DR2914;UTM  15      - 5,059,692.705   433,984.599   MT  0.99965358   -0 36 24.0
 DR2914
 DR2914!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DR2914!SPC MN C     -   0.99995138  x   0.99998538  =   0.99993676
 DR2914!UTM  15      -   0.99995138  x   0.99965358  =   0.99960498
 DR2914
 DR2914_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL3398459692(NAD 83)
 DR2914
 DR2914                          SUPERSEDED SURVEY CONTROL
 DR2914
 DR2914.No superseded survey control is available for this station.
 DR2914
 DR2914_MARKER: I = METAL ROD
 DR2914_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DR2914_STAMPING: 0504 Q 2018
 DR2914_MARK LOGO: MNDT
 DR2914_PROJECTION: RECESSED 5 CENTIMETERS
 DR2914_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DR2914_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DR2914_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DR2914+SATELLITE: SATELLITE OBSERVATIONS - April 03, 2019
 DR2914_ROD/PIPE-DEPTH: 10.7 meters
 DR2914
 DR2914  HISTORY     - Date     Condition        Report By
 DR2914  HISTORY     - 20180813 MONUMENTED       MNDT
 DR2914  HISTORY     - 20190403 GOOD             MNDT
 DR2914
 DR2914                          STATION DESCRIPTION
 DR2914
 DR2914'DESCRIBED BY MN DEPT OF TRANSP 2018
 DR2914'THE MARK IS LOCATED ABOUT 1.0 MI (1.6 KM) NORTHEAST OF RONNEBY.
 DR2914'
 DR2914'TO REACH THE MARK GO 0.9 MI (1.4 KM) NORTHEAST ALONG TRUNK HIGHWAY 23
 DR2914'FROM THE JUNCTION OF TRUNK HIGHWAY 23 AND COUNTY ROAD 6 IN RONNEBY, AT
 DR2914'TRUNK HIGHWAY 23 MILE POINT 224.9.
 DR2914'
 DR2914'THE MARK IS LOCATED 31.8 FT (9.7 M) NORTH-NORTHWEST OF TRUNK HIGHWAY
 DR2914'23, 1.5 FT (0.5 M) SOUTH-SOUTHEAST OF A WITNESS POST.
 DR2914'
 DR2914'NOTE-THE STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM ROD
 DR2914'DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION REMOVABLE DISK
 DR2914'SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH PVC
 DR2914'PIPE BACK FILLED WITH WASHED SAND.
 DR2914
 DR2914                          STATION RECOVERY (2019)
 DR2914
 DR2914'RECOVERY NOTE BY MN DEPT OF TRANSP 2019 (DXS)
 DR2914'1.0 MILE NORTHEAST OF RONNEBY, 0.9 MILE NORTHEAST ALONG TRUNK HIGHWAY
 DR2914'23 FROM THE JUNCTION OF TRUNK HIGHWAY 23 AND COUNTY ROAD 6 IN RONNEBY,
 DR2914'AT TRUNK HIGHWAY 23 MILEPOINT 224.9, 31.8 FEET NORTH-NORTHWEST OF
 DR2914'TRUNK HIGHWAY 23, 1.5 FEET SOUTH-SOUTHEAST OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DR2915 ***********************************************************************
 DR2915  DESIGNATION -  0504 R
 DR2915  PID         -  DR2915
 DR2915  STATE/COUNTY-  MN/BENTON
 DR2915  COUNTRY     -  US
 DR2915  USGS QUAD   -  RONNEBY (2019)
 DR2915
 DR2915                         *CURRENT SURVEY CONTROL
 DR2915  ______________________________________________________________________
 DR2915* NAD 83(2011) POSITION- 45 41 24.87827(N) 093 50 28.35317(W)   ADJUSTED
 DR2915* NAD 83(2011) ELLIP HT-   313.637 (meters)        (03/30/20)   ADJUSTED
 DR2915* NAD 83(2011) EPOCH   -  2010.00
 DR2915* NAVD 88 ORTHO HEIGHT -   341.030 (meters)     1118.86  (feet) ADJUSTED
 DR2915  ______________________________________________________________________
 DR2915  GEOID HEIGHT    -        -27.402 (meters)                     GEOID18
 DR2915  NAD 83(2011) X  -   -298,999.345 (meters)                     COMP
 DR2915  NAD 83(2011) Y  - -4,453,213.994 (meters)                     COMP
 DR2915  NAD 83(2011) Z  -  4,541,488.851 (meters)                     COMP
 DR2915  LAPLACE CORR    -         -3.24  (seconds)                    DEFLEC18
 DR2915  DYNAMIC HEIGHT  -        341.021 (meters)     1118.83  (feet) COMP
 DR2915  MODELED GRAVITY -    980,580.5   (mgal)                       NAVD 88
 DR2915
 DR2915  VERT ORDER      -  SECOND    CLASS I
 DR2915
 DR2915  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DR2915  Standards:
 DR2915         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DR2915            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DR2915  -------------------------------------------------------------------
 DR2915  NETWORK    0.74   1.18           0.34   0.25   0.60      0.08447828
 DR2915  -------------------------------------------------------------------
 DR2915  Click here for local accuracies and other accuracy information.
 DR2915
 DR2915.The horizontal coordinates were established by GPS observations
 DR2915.and adjusted by the MN DEPT OF TRANSP in March 2020.
 DR2915
 DR2915.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DR2915.been affixed to the stable North American tectonic plate. See 
 DR2915.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DR2915
 DR2915.The horizontal coordinates are valid at the epoch date displayed above
 DR2915.which is a decimal equivalence of Year/Month/Day.
 DR2915
 DR2915.The orthometric height was determined by differential leveling and
 DR2915.adjusted by the NATIONAL GEODETIC SURVEY
 DR2915.in April 2021.
 DR2915
 DR2915.Significant digits in the geoid height do not necessarily reflect accuracy.
 DR2915.GEOID18 height accuracy estimate available here.
 DR2915
 DR2915.Click photographs - Photos may exist for this station.
 DR2915
 DR2915.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DR2915
 DR2915.The Laplace correction was computed from DEFLEC18 derived deflections.
 DR2915
 DR2915.The ellipsoidal height was determined by GPS observations
 DR2915.and is referenced to NAD 83.
 DR2915
 DR2915.The dynamic height is computed by dividing the NAVD 88
 DR2915.geopotential number by the normal gravity value computed on the
 DR2915.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DR2915.degrees latitude (g = 980.6199 gals.).
 DR2915
 DR2915.The modeled gravity was interpolated from observed gravity values.
 DR2915
 DR2915. The following values were computed from the NAD 83(2011) position.
 DR2915
 DR2915;                    North         East     Units Scale Factor Converg.
 DR2915;SPC MN C     -   176,800.679   831,841.897   MT  0.99998487   +0 17 44.6
 DR2915;SPC MN C     -   580,053.56  2,729,134.62   sFT  0.99998487   +0 17 44.6
 DR2915;UTM  15      - 5,059,976.488   434,500.761   MT  0.99965274   -0 36 07.1
 DR2915
 DR2915!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DR2915!SPC MN C     -   0.99995083  x   0.99998487  =   0.99993570
 DR2915!UTM  15      -   0.99995083  x   0.99965274  =   0.99960359
 DR2915
 DR2915_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL3450059976(NAD 83)
 DR2915
 DR2915                          SUPERSEDED SURVEY CONTROL
 DR2915
 DR2915.No superseded survey control is available for this station.
 DR2915
 DR2915_MARKER: I = METAL ROD
 DR2915_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DR2915_STAMPING: 0504 R 2018
 DR2915_MARK LOGO: MNDT
 DR2915_PROJECTION: RECESSED 5 CENTIMETERS
 DR2915_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DR2915_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DR2915_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DR2915+SATELLITE: SATELLITE OBSERVATIONS - April 01, 2019
 DR2915_ROD/PIPE-DEPTH: 4.0 meters
 DR2915
 DR2915  HISTORY     - Date     Condition        Report By
 DR2915  HISTORY     - 20180813 MONUMENTED       MNDT
 DR2915  HISTORY     - 20190401 GOOD             MNDT
 DR2915
 DR2915                          STATION DESCRIPTION
 DR2915
 DR2915'DESCRIBED BY MN DEPT OF TRANSP 2018
 DR2915'THE MARK IS LOCATED ABOUT 1.4 MI (2.3 KM) NORTHEAST OF RONNEBY.
 DR2915'
 DR2915'TO REACH THE MARK GO 1.3 MI (2.1 KM) NORTHEAST ALONG TRUNK HIGHWAY 23
 DR2915'FROM THE JUNCTION OF TRUNK HIGHWAY 23 AND COUNTY ROAD 6 IN RONNEBY, AT
 DR2915'TRUNK HIGHWAY 23 MILE POINT 225.3.
 DR2915'
 DR2915'THE MARK IS LOCATED 52.7 FT (16.1 M) NORTH-NORTHWEST OF TRUNK HIGHWAY
 DR2915'23, 14.6 FT (4.5 M) EAST-NORTHEAST OF A FIELD ENTRANCE, 5.0 FT (1.5 M)
 DR2915'WEST-SOUTHWEST OF A WITNESS POST.
 DR2915'
 DR2915'NOTE-THE STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM ROD
 DR2915'DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION REMOVABLE DISK
 DR2915'SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH PVC
 DR2915'PIPE BACK FILLED WITH WASHED SAND.
 DR2915
 DR2915                          STATION RECOVERY (2019)
 DR2915
 DR2915'RECOVERY NOTE BY MN DEPT OF TRANSP 2019 (KXV)
 DR2915'1.4 MILES NORTHEAST OF RONNEBY, 1.3 MILES NORTHEAST ALONG TRUNK
 DR2915'HIGHWAY 23 FROM THE JUNCTION OF TRUNK HIGHWAY 23 AND COUNTY ROAD 6 IN
 DR2915'RONNEBY, AT TRUNK HIGHWAY 23 MILEPOINT 225.3, 52.7 FEET
 DR2915'NORTH-NORTHWEST OF TRUNK HIGHWAY 23, 14.6 FEET EAST-NORTHEAST OF A
 DR2915'FIELD ENTRANCE, 5.0 FEET WEST-SOUTHWEST OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DR2916 ***********************************************************************
 DR2916  DESIGNATION -  0504 S
 DR2916  PID         -  DR2916
 DR2916  STATE/COUNTY-  MN/BENTON
 DR2916  COUNTRY     -  US
 DR2916  USGS QUAD   -  RONNEBY (2019)
 DR2916
 DR2916                         *CURRENT SURVEY CONTROL
 DR2916  ______________________________________________________________________
 DR2916* NAD 83(2011) POSITION- 45 41 48.10073(N) 093 49 23.51348(W)   ADJUSTED
 DR2916* NAD 83(2011) ELLIP HT-   316.828 (meters)        (03/30/20)   ADJUSTED
 DR2916* NAD 83(2011) EPOCH   -  2010.00
 DR2916* NAVD 88 ORTHO HEIGHT -   344.247 (meters)     1129.42  (feet) ADJUSTED
 DR2916  ______________________________________________________________________
 DR2916  GEOID HEIGHT    -        -27.416 (meters)                     GEOID18
 DR2916  NAD 83(2011) X  -   -297,565.392 (meters)                     COMP
 DR2916  NAD 83(2011) Y  - -4,452,798.037 (meters)                     COMP
 DR2916  NAD 83(2011) Z  -  4,541,991.956 (meters)                     COMP
 DR2916  LAPLACE CORR    -         -3.02  (seconds)                    DEFLEC18
 DR2916  DYNAMIC HEIGHT  -        344.239 (meters)     1129.39  (feet) COMP
 DR2916  MODELED GRAVITY -    980,582.0   (mgal)                       NAVD 88
 DR2916
 DR2916  VERT ORDER      -  SECOND    CLASS I
 DR2916
 DR2916  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DR2916  Standards:
 DR2916         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DR2916            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DR2916  -------------------------------------------------------------------
 DR2916  NETWORK    0.74   1.14           0.34   0.25   0.58      0.07940618
 DR2916  -------------------------------------------------------------------
 DR2916  Click here for local accuracies and other accuracy information.
 DR2916
 DR2916.The horizontal coordinates were established by GPS observations
 DR2916.and adjusted by the MN DEPT OF TRANSP in March 2020.
 DR2916
 DR2916.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DR2916.been affixed to the stable North American tectonic plate. See 
 DR2916.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DR2916
 DR2916.The horizontal coordinates are valid at the epoch date displayed above
 DR2916.which is a decimal equivalence of Year/Month/Day.
 DR2916
 DR2916.The orthometric height was determined by differential leveling and
 DR2916.adjusted by the NATIONAL GEODETIC SURVEY
 DR2916.in April 2021.
 DR2916
 DR2916.Significant digits in the geoid height do not necessarily reflect accuracy.
 DR2916.GEOID18 height accuracy estimate available here.
 DR2916
 DR2916.Click photographs - Photos may exist for this station.
 DR2916
 DR2916.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DR2916
 DR2916.The Laplace correction was computed from DEFLEC18 derived deflections.
 DR2916
 DR2916.The ellipsoidal height was determined by GPS observations
 DR2916.and is referenced to NAD 83.
 DR2916
 DR2916.The dynamic height is computed by dividing the NAVD 88
 DR2916.geopotential number by the normal gravity value computed on the
 DR2916.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DR2916.degrees latitude (g = 980.6199 gals.).
 DR2916
 DR2916.The modeled gravity was interpolated from observed gravity values.
 DR2916
 DR2916. The following values were computed from the NAD 83(2011) position.
 DR2916
 DR2916;                    North         East     Units Scale Factor Converg.
 DR2916;SPC MN C     -   177,525.021   833,240.951   MT  0.99998362   +0 18 31.5
 DR2916;SPC MN C     -   582,430.01  2,733,724.69   sFT  0.99998362   +0 18 31.5
 DR2916;UTM  15      - 5,060,678.586   435,910.524   MT  0.99965050   -0 35 20.9
 DR2916
 DR2916!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DR2916!SPC MN C     -   0.99995033  x   0.99998362  =   0.99993395
 DR2916!UTM  15      -   0.99995033  x   0.99965050  =   0.99960085
 DR2916
 DR2916_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL3591060678(NAD 83)
 DR2916
 DR2916                          SUPERSEDED SURVEY CONTROL
 DR2916
 DR2916.No superseded survey control is available for this station.
 DR2916
 DR2916_MARKER: I = METAL ROD
 DR2916_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DR2916_STAMPING: 0504 S 2018
 DR2916_MARK LOGO: MNDT
 DR2916_PROJECTION: RECESSED 5 CENTIMETERS
 DR2916_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DR2916_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DR2916_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DR2916+SATELLITE: SATELLITE OBSERVATIONS - March 28, 2019
 DR2916_ROD/PIPE-DEPTH: 3.7 meters
 DR2916
 DR2916  HISTORY     - Date     Condition        Report By
 DR2916  HISTORY     - 20180813 MONUMENTED       MNDT
 DR2916  HISTORY     - 20190328 GOOD             MNDT
 DR2916
 DR2916                          STATION DESCRIPTION
 DR2916
 DR2916'DESCRIBED BY MN DEPT OF TRANSP 2018
 DR2916'THE MARK IS LOCATED ABOUT IN OAK PARK.
 DR2916'
 DR2916'TO REACH THE MARK GO AT THE JUNCTION OF TRUNK HIGHWAY 23 AND COUNTY
 DR2916'ROAD 7 IN OAK PARK, AT TRUNK HIGHWAY 23 MILE POINT 226.25.
 DR2916'
 DR2916'THE MARK IS LOCATED 101.7 FT (31.0 M) SOUTH-SOUTHEAST OF TRUNK HIGHWAY
 DR2916'23, 27.7 FT (8.4 M) EAST OF COUNTY ROAD 7 (165TH AVENUE NORTHEAST),
 DR2916'22.0 FT (6.7 M) NORTH-NORTHWEST OF A DRIVEWAY, 1.5 FT (0.5 M)
 DR2916'NORTH-NORTHWEST OF A WITNESS POST.
 DR2916'
 DR2916'NOTE-THE STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM ROD
 DR2916'DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION REMOVABLE DISK
 DR2916'SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH PVC
 DR2916'PIPE BACK FILLED WITH WASHED SAND.
 DR2916
 DR2916                          STATION RECOVERY (2019)
 DR2916
 DR2916'RECOVERY NOTE BY MN DEPT OF TRANSP 2019 (KXS)
 DR2916'IN OAK PARK, AT THE JUNCTION OF TRUNK HIGHWAY 23 AND COUNTY ROAD 7 IN
 DR2916'OAK PARK, AT TRUNK HIGHWAY 23 MILEPOINT 226.25, 101.7 FEET
 DR2916'SOUTH-SOUTHEAST OF TRUNK HIGHWAY 23, 27.7 FEET EAST OF COUNTY ROAD 7
 DR2916'(165TH AVENUE NORTHEAST), 22.0 FEET NORTH-NORTHWEST OF A DRIVEWAY, 1.5
 DR2916'FEET NORTH-NORTHWEST OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DR2917 ***********************************************************************
 DR2917  DESIGNATION -  0504 T
 DR2917  PID         -  DR2917
 DR2917  STATE/COUNTY-  MN/BENTON
 DR2917  COUNTRY     -  US
 DR2917  USGS QUAD   -  RONNEBY (2019)
 DR2917
 DR2917                         *CURRENT SURVEY CONTROL
 DR2917  ______________________________________________________________________
 DR2917* NAD 83(2011) POSITION- 45 42 04.35417(N) 093 48 46.68611(W)   ADJUSTED
 DR2917* NAD 83(2011) ELLIP HT-   316.024 (meters)        (03/30/20)   ADJUSTED
 DR2917* NAD 83(2011) EPOCH   -  2010.00
 DR2917* NAVD 88 ORTHO HEIGHT -   343.447 (meters)     1126.79  (feet) ADJUSTED
 DR2917  ______________________________________________________________________
 DR2917  GEOID HEIGHT    -        -27.422 (meters)                     GEOID18
 DR2917  NAD 83(2011) X  -   -296,746.445 (meters)                     COMP
 DR2917  NAD 83(2011) Y  - -4,452,492.180 (meters)                     COMP
 DR2917  NAD 83(2011) Z  -  4,542,341.872 (meters)                     COMP
 DR2917  LAPLACE CORR    -         -2.88  (seconds)                    DEFLEC18
 DR2917  DYNAMIC HEIGHT  -        343.439 (meters)     1126.77  (feet) COMP
 DR2917  MODELED GRAVITY -    980,582.9   (mgal)                       NAVD 88
 DR2917
 DR2917  VERT ORDER      -  SECOND    CLASS I
 DR2917
 DR2917  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DR2917  Standards:
 DR2917         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DR2917            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DR2917  -------------------------------------------------------------------
 DR2917  NETWORK    0.73   1.14           0.34   0.24   0.58      0.09500204
 DR2917  -------------------------------------------------------------------
 DR2917  Click here for local accuracies and other accuracy information.
 DR2917
 DR2917.The horizontal coordinates were established by GPS observations
 DR2917.and adjusted by the MN DEPT OF TRANSP in March 2020.
 DR2917
 DR2917.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DR2917.been affixed to the stable North American tectonic plate. See 
 DR2917.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DR2917
 DR2917.The horizontal coordinates are valid at the epoch date displayed above
 DR2917.which is a decimal equivalence of Year/Month/Day.
 DR2917
 DR2917.The orthometric height was determined by differential leveling and
 DR2917.adjusted by the NATIONAL GEODETIC SURVEY
 DR2917.in April 2021.
 DR2917
 DR2917.Significant digits in the geoid height do not necessarily reflect accuracy.
 DR2917.GEOID18 height accuracy estimate available here.
 DR2917
 DR2917.Click photographs - Photos may exist for this station.
 DR2917
 DR2917.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DR2917
 DR2917.The Laplace correction was computed from DEFLEC18 derived deflections.
 DR2917
 DR2917.The ellipsoidal height was determined by GPS observations
 DR2917.and is referenced to NAD 83.
 DR2917
 DR2917.The dynamic height is computed by dividing the NAVD 88
 DR2917.geopotential number by the normal gravity value computed on the
 DR2917.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DR2917.degrees latitude (g = 980.6199 gals.).
 DR2917
 DR2917.The modeled gravity was interpolated from observed gravity values.
 DR2917
 DR2917. The following values were computed from the NAD 83(2011) position.
 DR2917
 DR2917;                    North         East     Units Scale Factor Converg.
 DR2917;SPC MN C     -   178,031.154   834,034.912   MT  0.99998275   +0 18 58.1
 DR2917;SPC MN C     -   584,090.54  2,736,329.54   sFT  0.99998275   +0 18 58.1
 DR2917;UTM  15      - 5,061,172.049   436,712.052   MT  0.99964924   -0 34 54.7
 DR2917
 DR2917!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DR2917!SPC MN C     -   0.99995046  x   0.99998275  =   0.99993321
 DR2917!UTM  15      -   0.99995046  x   0.99964924  =   0.99959972
 DR2917
 DR2917_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL3671261172(NAD 83)
 DR2917
 DR2917                          SUPERSEDED SURVEY CONTROL
 DR2917
 DR2917.No superseded survey control is available for this station.
 DR2917
 DR2917_MARKER: I = METAL ROD
 DR2917_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DR2917_STAMPING: 0504 T 2018
 DR2917_MARK LOGO: MNDT
 DR2917_PROJECTION: RECESSED 5 CENTIMETERS
 DR2917_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DR2917_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DR2917_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DR2917+SATELLITE: SATELLITE OBSERVATIONS - March 28, 2019
 DR2917_ROD/PIPE-DEPTH: 4.3 meters
 DR2917
 DR2917  HISTORY     - Date     Condition        Report By
 DR2917  HISTORY     - 20180813 MONUMENTED       MNDT
 DR2917  HISTORY     - 20190328 GOOD             MNDT
 DR2917
 DR2917                          STATION DESCRIPTION
 DR2917
 DR2917'DESCRIBED BY MN DEPT OF TRANSP 2018
 DR2917'THE MARK IS LOCATED ABOUT 0.4 MI (0.6 KM) NORTHEAST OF OAK PARK.
 DR2917'
 DR2917'TO REACH THE MARK GO 0.55 MI (0.88 KM) NORTHEAST ALONG TRUNK HIGHWAY
 DR2917'23 FROM THE JUNCTION OF TRUNK HIGHWAY 23 AND COUNTY ROAD 7 IN OAK
 DR2917'PARK, AT TRUNK HIGHWAY 23 MILE POINT 226.8.
 DR2917'
 DR2917'THE MARK IS 83.5 FT (25.5 M) NORTH-NORTHWEST OF TRUNK HIGHWAY 23, 20.2
 DR2917'FT (6.2 M) EAST OF 170TH AVENUE NORTHEAST, 43.6 FT (13.3 M) SOUTH OF
 DR2917'DRIVEWAY NUMBER 9186, 1.5 FT (0.5 M) WEST OF A WITNESS POST.
 DR2917'
 DR2917'NOTE-THE STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM ROD
 DR2917'DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION REMOVABLE DISK
 DR2917'SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH PVC
 DR2917'PIPE BACK FILLED WITH WASHED SAND.
 DR2917
 DR2917                          STATION RECOVERY (2019)
 DR2917
 DR2917'RECOVERY NOTE BY MN DEPT OF TRANSP 2019 (DXS)
 DR2917'0.4 MILE NORTHEAST OF OAK PARK, 0.55 MILE NORTHEAST ALONG TRUNK
 DR2917'HIGHWAY 23 FROM THE JUNCTION OF TRUNK HIGHWAY 23 AND COUNTY ROAD 7 IN
 DR2917'OAK PARK, AT TRUNK HIGHWAY 23 MILEPOINT 226.8, 83.5 FEET
 DR2917'NORTH-NORTHWEST OF TRUNK HIGHWAY 23, 20.2 FEET EAST OF 170TH AVENUE
 DR2917'NORTHEAST, 43.6 FEET SOUTH OF DRIVEWAY NUMBER 9186, 1.5 FEET WEST OF A
 DR2917'WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DR2918 ***********************************************************************
 DR2918  DESIGNATION -  0504 U
 DR2918  PID         -  DR2918
 DR2918  STATE/COUNTY-  MN/BENTON
 DR2918  COUNTRY     -  US
 DR2918  USGS QUAD   -  RONNEBY (2019)
 DR2918
 DR2918                         *CURRENT SURVEY CONTROL
 DR2918  ______________________________________________________________________
 DR2918* NAD 83(2011) POSITION- 45 42 29.58112(N) 093 47 39.85797(W)   ADJUSTED
 DR2918* NAD 83(2011) ELLIP HT-   311.747 (meters)        (03/30/20)   ADJUSTED
 DR2918* NAD 83(2011) EPOCH   -  2010.00
 DR2918* NAVD 88 ORTHO HEIGHT -   339.174 (meters)     1112.77  (feet) ADJUSTED
 DR2918  ______________________________________________________________________
 DR2918  GEOID HEIGHT    -        -27.433 (meters)                     GEOID18
 DR2918  NAD 83(2011) X  -   -295,266.768 (meters)                     COMP
 DR2918  NAD 83(2011) Y  - -4,452,028.842 (meters)                     COMP
 DR2918  NAD 83(2011) Z  -  4,542,882.753 (meters)                     COMP
 DR2918  LAPLACE CORR    -         -2.66  (seconds)                    DEFLEC18
 DR2918  DYNAMIC HEIGHT  -        339.167 (meters)     1112.75  (feet) COMP
 DR2918  MODELED GRAVITY -    980,584.6   (mgal)                       NAVD 88
 DR2918
 DR2918  VERT ORDER      -  SECOND    CLASS I
 DR2918
 DR2918  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DR2918  Standards:
 DR2918         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DR2918            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DR2918  -------------------------------------------------------------------
 DR2918  NETWORK    0.74   1.18           0.34   0.25   0.60      0.05737554
 DR2918  -------------------------------------------------------------------
 DR2918  Click here for local accuracies and other accuracy information.
 DR2918
 DR2918.The horizontal coordinates were established by GPS observations
 DR2918.and adjusted by the MN DEPT OF TRANSP in March 2020.
 DR2918
 DR2918.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DR2918.been affixed to the stable North American tectonic plate. See 
 DR2918.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DR2918
 DR2918.The horizontal coordinates are valid at the epoch date displayed above
 DR2918.which is a decimal equivalence of Year/Month/Day.
 DR2918
 DR2918.The orthometric height was determined by differential leveling and
 DR2918.adjusted by the NATIONAL GEODETIC SURVEY
 DR2918.in April 2021.
 DR2918
 DR2918.Significant digits in the geoid height do not necessarily reflect accuracy.
 DR2918.GEOID18 height accuracy estimate available here.
 DR2918
 DR2918.Click photographs - Photos may exist for this station.
 DR2918
 DR2918.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DR2918
 DR2918.The Laplace correction was computed from DEFLEC18 derived deflections.
 DR2918
 DR2918.The ellipsoidal height was determined by GPS observations
 DR2918.and is referenced to NAD 83.
 DR2918
 DR2918.The dynamic height is computed by dividing the NAVD 88
 DR2918.geopotential number by the normal gravity value computed on the
 DR2918.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DR2918.degrees latitude (g = 980.6199 gals.).
 DR2918
 DR2918.The modeled gravity was interpolated from observed gravity values.
 DR2918
 DR2918. The following values were computed from the NAD 83(2011) position.
 DR2918
 DR2918;                    North         East     Units Scale Factor Converg.
 DR2918;SPC MN C     -   178,818.125   835,476.085   MT  0.99998142   +0 19 46.5
 DR2918;SPC MN C     -   586,672.47  2,741,057.79   sFT  0.99998142   +0 19 46.5
 DR2918;UTM  15      - 5,061,936.078   438,164.898   MT  0.99964701   -0 34 07.1
 DR2918
 DR2918!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DR2918!SPC MN C     -   0.99995113  x   0.99998142  =   0.99993255
 DR2918!UTM  15      -   0.99995113  x   0.99964701  =   0.99959816
 DR2918
 DR2918_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL3816461936(NAD 83)
 DR2918
 DR2918                          SUPERSEDED SURVEY CONTROL
 DR2918
 DR2918.No superseded survey control is available for this station.
 DR2918
 DR2918_MARKER: I = METAL ROD
 DR2918_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DR2918_STAMPING: 0504 U 2018
 DR2918_MARK LOGO: MNDT
 DR2918_PROJECTION: RECESSED 5 CENTIMETERS
 DR2918_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DR2918_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DR2918_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DR2918+SATELLITE: SATELLITE OBSERVATIONS - March 28, 2019
 DR2918_ROD/PIPE-DEPTH: 3.4 meters
 DR2918
 DR2918  HISTORY     - Date     Condition        Report By
 DR2918  HISTORY     - 20180813 MONUMENTED       MNDT
 DR2918  HISTORY     - 20190328 GOOD             MNDT
 DR2918
 DR2918                          STATION DESCRIPTION
 DR2918
 DR2918'DESCRIBED BY MN DEPT OF TRANSP 2018
 DR2918'THE MARK IS LOCATED ABOUT 1.4 MI (2.3 KM) NORTHEAST OF OAK PARK.
 DR2918'
 DR2918'TO REACH THE MARK GO 1.6 MI (2.6 KM) NORTHEAST ALONG TRUNK HIGHWAY 23
 DR2918'FROM THE JUNCTION OF TRUNK HIGHWAY 23 AND COUNTY ROAD 7 IN OAK PARK,
 DR2918'AT TRUNK HIGHWAY 23 MILE POINT 227.85.
 DR2918'
 DR2918'THE MARK IS LOCATED 40.1 FT (12.2 M) NORTH-NORTHWEST OF TRUNK HIGHWAY
 DR2918'23, 12.3 FT (3.7 M) WEST-SOUTHWEST OF A FIELD ENTRANCE, 5.0 FT (1.5 M)
 DR2918'EAST-NORTHEAST OF A WITNESS POST.
 DR2918'
 DR2918'NOTE-THE STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM ROD
 DR2918'DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION REMOVABLE DISK
 DR2918'SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH PVC
 DR2918'PIPE BACK FILLED WITH WASHED SAND.
 DR2918
 DR2918                          STATION RECOVERY (2019)
 DR2918
 DR2918'RECOVERY NOTE BY MN DEPT OF TRANSP 2019 (DXS)
 DR2918'1.4 MILES NORTHEAST OF OAK PARK, 1.6 MILES NORTHEAST ALONG TRUNK
 DR2918'HIGHWAY 23 FROM THE JUNCTION OF TRUNK HIGHWAY 23 AND COUNTY ROAD 7 IN
 DR2918'OAK PARK, AT TRUNK HIGHWAY 23 MILEPOINT 227.85, 40.1 FEET
 DR2918'NORTH-NORTHWEST OF TRUNK HIGHWAY 23, 12.3 FEET WEST-SOUTHWEST OF A
 DR2918'FIELD ENTRANCE, 5.0 FEET EAST-NORTHEAST OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DL7214 ***********************************************************************
 DL7214  DESIGNATION -  0505 B RESET
 DL7214  PID         -  DL7214
 DL7214  STATE/COUNTY-  MN/BENTON
 DL7214  COUNTRY     -  US
 DL7214  USGS QUAD   -  SANTIAGO (2019)
 DL7214
 DL7214                         *CURRENT SURVEY CONTROL
 DL7214  ______________________________________________________________________
 DL7214* NAD 83(2011) POSITION- 45 35 19.30683(N) 093 48 12.10691(W)   ADJUSTED
 DL7214* NAD 83(2011) ELLIP HT-   289.666 (meters)        (06/27/12)   ADJUSTED
 DL7214* NAD 83(2011) EPOCH   -  2010.00
 DL7214* NAVD 88 ORTHO HEIGHT -   317.195 (meters)     1040.66  (feet) ADJUSTED
 DL7214  ______________________________________________________________________
 DL7214  GEOID HEIGHT    -        -27.530 (meters)                     GEOID18
 DL7214  NAD 83(2011) X  -   -296,591.921 (meters)                     COMP
 DL7214  NAD 83(2011) Y  - -4,461,445.698 (meters)                     COMP
 DL7214  NAD 83(2011) Z  -  4,533,580.191 (meters)                     COMP
 DL7214  LAPLACE CORR    -         -3.22  (seconds)                    DEFLEC18
 DL7214  DYNAMIC HEIGHT  -        317.188 (meters)     1040.64  (feet) COMP
 DL7214  MODELED GRAVITY -    980,585.9   (mgal)                       NAVD 88
 DL7214
 DL7214  VERT ORDER      -  SECOND    CLASS I
 DL7214
 DL7214  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DL7214  Standards:
 DL7214         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DL7214            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DL7214  -------------------------------------------------------------------
 DL7214  NETWORK    0.29   0.35           0.13   0.10   0.18      0.01245151
 DL7214  -------------------------------------------------------------------
 DL7214  Click here for local accuracies and other accuracy information.
 DL7214
 DL7214.The horizontal coordinates were established by GPS observations
 DL7214.and adjusted by the National Geodetic Survey in June 2012.
 DL7214
 DL7214.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DL7214.been affixed to the stable North American tectonic plate. See 
 DL7214.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DL7214
 DL7214.The horizontal coordinates are valid at the epoch date displayed above
 DL7214.which is a decimal equivalence of Year/Month/Day.
 DL7214
 DL7214.The orthometric height was determined by differential leveling and
 DL7214.adjusted by the NATIONAL GEODETIC SURVEY
 DL7214.in February 2011.
 DL7214
 DL7214.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL7214.GEOID18 height accuracy estimate available here.
 DL7214
 DL7214.Click photographs - Photos may exist for this station.
 DL7214
 DL7214.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DL7214
 DL7214.The Laplace correction was computed from DEFLEC18 derived deflections.
 DL7214
 DL7214.The ellipsoidal height was determined by GPS observations
 DL7214.and is referenced to NAD 83.
 DL7214
 DL7214.The dynamic height is computed by dividing the NAVD 88
 DL7214.geopotential number by the normal gravity value computed on the
 DL7214.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL7214.degrees latitude (g = 980.6199 gals.).
 DL7214
 DL7214.The modeled gravity was interpolated from observed gravity values.
 DL7214
 DL7214. The following values were computed from the NAD 83(2011) position.
 DL7214
 DL7214;                    North         East     Units Scale Factor Converg.
 DL7214;SPC MN C     -   165,530.395   834,853.460   MT  1.00000618   +0 19 23.1
 DL7214;SPC MN C     -   543,077.64  2,739,015.06   sFT  1.00000618   +0 19 23.1
 DL7214;UTM  15      - 5,048,664.324   437,334.478   MT  0.99964828   -0 34 26.0
 DL7214
 DL7214!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DL7214!SPC MN C     -   0.99995459  x   1.00000618  =   0.99996077
 DL7214!UTM  15      -   0.99995459  x   0.99964828  =   0.99960289
 DL7214
 DL7214_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL3733448664(NAD 83)
 DL7214
 DL7214                          SUPERSEDED SURVEY CONTROL
 DL7214
 DL7214  NAD 83(2007)-  45 35 19.30689(N)    093 48 12.10798(W) AD(2002.00) 1
 DL7214  ELLIP H (10/16/09)  289.722  (m)                       GP(2002.00) 3 1
 DL7214  NAVD 88             317.20   (m)         1040.7    (f) LEVELING    3  
 DL7214
 DL7214.Superseded values are not recommended for survey control.
 DL7214
 DL7214.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL7214.See file dsdata.pdf to determine how the superseded data were derived.
 DL7214
 DL7214_MARKER: I = METAL ROD
 DL7214_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DL7214_STAMPING: 0505 B RESET 2008
 DL7214_MARK LOGO: MNDT
 DL7214_PROJECTION: FLUSH
 DL7214_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DL7214_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL7214_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL7214+SATELLITE: SATELLITE OBSERVATIONS - June 10, 2020
 DL7214_ROD/PIPE-DEPTH: 4.6 meters
 DL7214
 DL7214  HISTORY     - Date     Condition        Report By
 DL7214  HISTORY     - 20081014 MONUMENTED       MNDT
 DL7214  HISTORY     - 20180731 GOOD             MNDT
 DL7214  HISTORY     - 20190327 GOOD             MNDT
 DL7214  HISTORY     - 20200610 GOOD             MNDT
 DL7214
 DL7214                          STATION DESCRIPTION
 DL7214
 DL7214'DESCRIBED BY MN DEPT OF TRANSP 2008
 DL7214'3.5 MILES NORTH-NORTHEAST OF SANTIAGO, 5.4 MILES EAST ON TRUNK HIGHWAY
 DL7214'95 FROM JUNCTION OF TRUNK HIGHWAY 95 AND TRUNK HIGHWAY 25, AT TRUNK
 DL7214'HIGHWAY 95 MILEPOINT 12.35, 0.15 MILE WEST OF COUNTY ROAD 86, 102.9
 DL7214'FEET SOUTH OF TRUNK HIGHWAY 95, 0.7 FOOT NORTH OF WITNESS POST.
 DL7214
 DL7214                          STATION RECOVERY (2018)
 DL7214
 DL7214'RECOVERY NOTE BY MN DEPT OF TRANSP 2018 (MAS)
 DL7214'7.3 MI (11.7 KM) SOUTHEAST OF FOLEY, 5.4 MI (8.7 KM) EAST ALONG TRUNK
 DL7214'HIGHWAY 95 FROM THE JUNCTION OF TRUNK HIGHWAY 95 AND TRUNK HIGHWAY 25
 DL7214'(THE JUNCTION IS 5.0 MI (8.0 KM) SOUTH OF FOLEY), AT TRUNK HIGHWAY 95
 DL7214'MILE POINT 12.35, 102.9 FT (31.4 M) SOUTH OF TRUNK HIGHWAY 95, 0.7 FT
 DL7214'(21 CM) NORTH OF A WITNESS POST.
 DL7214'
 DL7214'THE STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM ROD
 DL7214'DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION REMOVABLE DISK
 DL7214'SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH PVC
 DL7214'PIPE BACK FILLED WITH WASHED SAND.
 DL7214
 DL7214                          STATION RECOVERY (2019)
 DL7214
 DL7214'RECOVERY NOTE BY MN DEPT OF TRANSP 2019 (BDH)
 DL7214'RECOVERED AS DESCRIBED.
 DL7214
 DL7214                          STATION RECOVERY (2020)
 DL7214
 DL7214'RECOVERY NOTE BY MN DEPT OF TRANSP 2020 (TJD)
 DL7214'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 AH3264 ***********************************************************************
 AH3264  DESIGNATION -  0505 C
 AH3264  PID         -  AH3264
 AH3264  STATE/COUNTY-  MN/BENTON
 AH3264  COUNTRY     -  US
 AH3264  USGS QUAD   -  SANTIAGO (2019)
 AH3264
 AH3264                         *CURRENT SURVEY CONTROL
 AH3264  ______________________________________________________________________
 AH3264* NAD 83(2011) POSITION- 45 35 21.40135(N) 093 49 19.44132(W)   ADJUSTED
 AH3264* NAD 83(2011) ELLIP HT-   290.928 (meters)        (06/27/12)   ADJUSTED
 AH3264* NAD 83(2011) EPOCH   -  2010.00
 AH3264* NAVD 88 ORTHO HEIGHT -   318.442 (meters)     1044.76  (feet) ADJUSTED
 AH3264  ______________________________________________________________________
 AH3264  GEOID HEIGHT    -        -27.508 (meters)                     GEOID18
 AH3264  NAD 83(2011) X  -   -298,045.308 (meters)                     COMP
 AH3264  NAD 83(2011) Y  - -4,461,303.429 (meters)                     COMP
 AH3264  NAD 83(2011) Z  -  4,533,626.346 (meters)                     COMP
 AH3264  LAPLACE CORR    -         -3.02  (seconds)                    DEFLEC18
 AH3264  DYNAMIC HEIGHT  -        318.435 (meters)     1044.73  (feet) COMP
 AH3264  MODELED GRAVITY -    980,586.1   (mgal)                       NAVD 88
 AH3264
 AH3264  VERT ORDER      -  SECOND    CLASS I
 AH3264
 AH3264  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AH3264  Standards:
 AH3264         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AH3264            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AH3264  -------------------------------------------------------------------
 AH3264  NETWORK    0.36   0.43           0.16   0.13   0.22     -0.03339043
 AH3264  -------------------------------------------------------------------
 AH3264  Click here for local accuracies and other accuracy information.
 AH3264
 AH3264.The horizontal coordinates were established by GPS observations
 AH3264.and adjusted by the National Geodetic Survey in June 2012.
 AH3264
 AH3264.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AH3264.been affixed to the stable North American tectonic plate. See 
 AH3264.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AH3264
 AH3264.The horizontal coordinates are valid at the epoch date displayed above
 AH3264.which is a decimal equivalence of Year/Month/Day.
 AH3264
 AH3264.The orthometric height was determined by differential leveling and
 AH3264.adjusted by the NATIONAL GEODETIC SURVEY
 AH3264.in August 2004.
 AH3264
 AH3264.Significant digits in the geoid height do not necessarily reflect accuracy.
 AH3264.GEOID18 height accuracy estimate available here.
 AH3264
 AH3264.Click photographs - Photos may exist for this station.
 AH3264
 AH3264.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AH3264
 AH3264.The Laplace correction was computed from DEFLEC18 derived deflections.
 AH3264
 AH3264.The ellipsoidal height was determined by GPS observations
 AH3264.and is referenced to NAD 83.
 AH3264
 AH3264.The dynamic height is computed by dividing the NAVD 88
 AH3264.geopotential number by the normal gravity value computed on the
 AH3264.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH3264.degrees latitude (g = 980.6199 gals.).
 AH3264
 AH3264.The modeled gravity was interpolated from observed gravity values.
 AH3264
 AH3264. The following values were computed from the NAD 83(2011) position.
 AH3264
 AH3264;                    North         East     Units Scale Factor Converg.
 AH3264;SPC MN C     -   165,587.000   833,393.552   MT  1.00000605   +0 18 34.4
 AH3264;SPC MN C     -   543,263.35  2,734,225.35   sFT  1.00000605   +0 18 34.4
 AH3264;UTM  15      - 5,048,743.746   435,876.155   MT  0.99965055   -0 35 14.1
 AH3264
 AH3264!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH3264!SPC MN C     -   0.99995439  x   1.00000605  =   0.99996044
 AH3264!UTM  15      -   0.99995439  x   0.99965055  =   0.99960496
 AH3264
 AH3264_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL3587648743(NAD 83)
 AH3264
 AH3264                          SUPERSEDED SURVEY CONTROL
 AH3264
 AH3264  NAD 83(2007)-  45 35 21.40171(N)    093 49 19.44249(W) AD(2002.00) 0
 AH3264  ELLIP H (02/10/07)  290.994  (m)                       GP(2002.00)    
 AH3264  NAD 83(1996)-  45 35 21.40133(N)    093 49 19.44214(W) AD(       ) 1
 AH3264  ELLIP H (09/28/98)  291.015  (m)                       GP(       ) 4 1
 AH3264  NAVD 88             318.45   (m)         1044.8    (f) LEVELING    3  
 AH3264
 AH3264.Superseded values are not recommended for survey control.
 AH3264
 AH3264.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH3264.See file dsdata.pdf to determine how the superseded data were derived.
 AH3264
 AH3264_MARKER: DD = SURVEY DISK
 AH3264_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 AH3264_STAMPING: 0505 C 1997
 AH3264_MARK LOGO: MNDT
 AH3264_PROJECTION: RECESSED 3 CENTIMETERS
 AH3264_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AH3264_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AH3264_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH3264+SATELLITE: SATELLITE OBSERVATIONS - July 31, 2018
 AH3264_ROD/PIPE-DEPTH: 3.0 meters
 AH3264
 AH3264  HISTORY     - Date     Condition        Report By
 AH3264  HISTORY     - 1997     MONUMENTED       MNDT
 AH3264  HISTORY     - 19970401 GOOD             MNDT
 AH3264  HISTORY     - 20081014 GOOD             MNDT
 AH3264  HISTORY     - 20180731 GOOD             MNDT
 AH3264  HISTORY     - 20180731 GOOD             MNDT
 AH3264
 AH3264                          STATION DESCRIPTION
 AH3264
 AH3264'DESCRIBED BY MN DEPT OF TRANSP 1997 (WAS)
 AH3264'3.5 MI (5.6 KM) NORTH OF SANTIAGO, 4.05 MI (6.52 KM) EAST ALONG TH 95
 AH3264'FROM JCT OF TH 95 AND TH 25, AT TH 95 MP 11.4, 89.5 FT (27.3 M) NORTH
 AH3264'OF TH 95, 3.4 FT (1.0 M) SOUTH OF P-POLE, 97.6 FT (29.7 M) WEST OF
 AH3264'CABLE MARKER, 2.8 FT (0.9 M) SOUTH OF WIT POST, RECESSED 0.1 FT (3.0
 AH3264'CM) .
 AH3264
 AH3264                          STATION RECOVERY (1997)
 AH3264
 AH3264'RECOVERY NOTE BY MN DEPT OF TRANSP 1997 (WAS)
 AH3264'3.5 MI (5.6 KM) NORTH OF SANTIAGO, 4.05 MI (6.52 KM) EAST ALONG TH 95
 AH3264'FROM JCT OF TH 95 AND TH 25, AT TH 95 MP 11.4, 89.5 FT (27.3 M) NORTH
 AH3264'OF TH 95, 3.4 FT (1.0 M) SOUTH OF P-POLE, 97.6 FT (29.7 M) WEST OF
 AH3264'CABLE MARKER, 2.8 FT (0.9 M) SOUTH OF WITNESS POST, RECESSED 0.1 FT
 AH3264'(3.0 CM).
 AH3264
 AH3264                          STATION RECOVERY (2008)
 AH3264
 AH3264'RECOVERY NOTE BY MN DEPT OF TRANSP 2008 (MPP)
 AH3264'3.5 MILES NORTH OF SANTIAGO, 4.05 MILES EAST ALONG TRUNK HIGHWAY 95
 AH3264'FROM JUNCTION OF TRUNK HIGHWAY 95 AND TRUNK HIGHWAY 25, AT TRUNK
 AH3264'HIGHWAY 95 MILEPOINT 11.4, 0.05 MILE WEST OF COUNTY ROAD 7, 89.5 FEET
 AH3264'NORTH OF TRUNK HIGHWAY 95, 3.4 FEET SOUTH OF POWER POLE, 97.6 FEET
 AH3264'WEST OF CABLE MARKER, 2.8 FEET SOUTH OF WITNESS POST.
 AH3264
 AH3264                          STATION RECOVERY (2018)
 AH3264
 AH3264'RECOVERY NOTE BY MN DEPT OF TRANSP 2018 (MAS)
 AH3264'RECOVERED AS DESCRIBED.
 AH3264
 AH3264                          STATION RECOVERY (2018)
 AH3264
 AH3264'RECOVERY NOTE BY MN DEPT OF TRANSP 2018 (MAS)
 AH3264'6.8 MI (10.9 KM) SOUTHEAST OF FOLEY, 4.05 MI (6.52 KM) EAST ALONG
 AH3264'TRUNK HIGHWAY 95 FROM THE JUNCTION OF TRUNK HIGHWAY 95 AND TRUNK
 AH3264'HIGHWAY 25 (THE JUNCTION IS 5.0 MI (8.0 KM) SOUTH OF FOLEY), AT TRUNK
 AH3264'HIGHWAY 95 MILE POINT 11.4, 89.5 FT (27.3 M) NORTH OF TRUNK HIGHWAY
 AH3264'95, 97.6 FT (29.7 M) WEST OF A CABLE MARKER, 3.4 FT (1.0 M) SOUTH OF A
 AH3264'POWER POLE, 2.8 FT (0.9 M) SOUTH OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DL7215 ***********************************************************************
 DL7215  DESIGNATION -  0505 D RESET
 DL7215  PID         -  DL7215
 DL7215  STATE/COUNTY-  MN/BENTON
 DL7215  COUNTRY     -  US
 DL7215  USGS QUAD   -  SANTIAGO (2019)
 DL7215
 DL7215                         *CURRENT SURVEY CONTROL
 DL7215  ______________________________________________________________________
 DL7215* NAD 83(2011) POSITION- 45 35 20.92016(N) 093 50 41.70434(W)   ADJUSTED
 DL7215* NAD 83(2011) ELLIP HT-   289.665 (meters)        (06/27/12)   ADJUSTED
 DL7215* NAD 83(2011) EPOCH   -  2010.00
 DL7215* NAVD 88 ORTHO HEIGHT -   317.151 (meters)     1040.52  (feet) ADJUSTED
 DL7215  ______________________________________________________________________
 DL7215  GEOID HEIGHT    -        -27.484 (meters)                     GEOID18
 DL7215  NAD 83(2011) X  -   -299,825.205 (meters)                     COMP
 DL7215  NAD 83(2011) Y  - -4,461,193.914 (meters)                     COMP
 DL7215  NAD 83(2011) Z  -  4,533,615.048 (meters)                     COMP
 DL7215  LAPLACE CORR    -         -2.82  (seconds)                    DEFLEC18
 DL7215  DYNAMIC HEIGHT  -        317.144 (meters)     1040.50  (feet) COMP
 DL7215  MODELED GRAVITY -    980,583.8   (mgal)                       NAVD 88
 DL7215
 DL7215  VERT ORDER      -  SECOND    CLASS I
 DL7215
 DL7215  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DL7215  Standards:
 DL7215         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DL7215            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DL7215  -------------------------------------------------------------------
 DL7215  NETWORK    0.33   0.39           0.15   0.12   0.20     -0.04902374
 DL7215  -------------------------------------------------------------------
 DL7215  Click here for local accuracies and other accuracy information.
 DL7215
 DL7215.The horizontal coordinates were established by GPS observations
 DL7215.and adjusted by the National Geodetic Survey in June 2012.
 DL7215
 DL7215.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DL7215.been affixed to the stable North American tectonic plate. See 
 DL7215.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DL7215
 DL7215.The horizontal coordinates are valid at the epoch date displayed above
 DL7215.which is a decimal equivalence of Year/Month/Day.
 DL7215
 DL7215.The orthometric height was determined by differential leveling and
 DL7215.adjusted by the NATIONAL GEODETIC SURVEY
 DL7215.in February 2011.
 DL7215
 DL7215.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL7215.GEOID18 height accuracy estimate available here.
 DL7215
 DL7215.Click photographs - Photos may exist for this station.
 DL7215
 DL7215.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DL7215
 DL7215.The Laplace correction was computed from DEFLEC18 derived deflections.
 DL7215
 DL7215.The ellipsoidal height was determined by GPS observations
 DL7215.and is referenced to NAD 83.
 DL7215
 DL7215.The dynamic height is computed by dividing the NAVD 88
 DL7215.geopotential number by the normal gravity value computed on the
 DL7215.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL7215.degrees latitude (g = 980.6199 gals.).
 DL7215
 DL7215.The modeled gravity was interpolated from observed gravity values.
 DL7215
 DL7215. The following values were computed from the NAD 83(2011) position.
 DL7215
 DL7215;                    North         East     Units Scale Factor Converg.
 DL7215;SPC MN C     -   165,562.768   831,610.489   MT  1.00000608   +0 17 34.9
 DL7215;SPC MN C     -   543,183.85  2,728,375.41   sFT  1.00000608   +0 17 34.9
 DL7215;UTM  15      - 5,048,747.420   434,093.563   MT  0.99965340   -0 36 12.9
 DL7215
 DL7215!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DL7215!SPC MN C     -   0.99995459  x   1.00000608  =   0.99996067
 DL7215!UTM  15      -   0.99995459  x   0.99965340  =   0.99960801
 DL7215
 DL7215_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL3409348747(NAD 83)
 DL7215
 DL7215                          SUPERSEDED SURVEY CONTROL
 DL7215
 DL7215  NAD 83(2007)-  45 35 20.92051(N)    093 50 41.70560(W) AD(2002.00) 1
 DL7215  ELLIP H (10/16/09)  289.721  (m)                       GP(2002.00) 3 1
 DL7215  NAVD 88             317.15   (m)         1040.5    (f) LEVELING    3  
 DL7215
 DL7215.Superseded values are not recommended for survey control.
 DL7215
 DL7215.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL7215.See file dsdata.pdf to determine how the superseded data were derived.
 DL7215
 DL7215_MARKER: I = METAL ROD
 DL7215_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DL7215_STAMPING: 0505 D RESET 2008
 DL7215_MARK LOGO: MNDT
 DL7215_PROJECTION: RECESSED 10 CENTIMETERS
 DL7215_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DL7215_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL7215_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL7215+SATELLITE: SATELLITE OBSERVATIONS - June 10, 2020
 DL7215_ROD/PIPE-DEPTH: 9.4 meters
 DL7215
 DL7215  HISTORY     - Date     Condition        Report By
 DL7215  HISTORY     - 20081014 MONUMENTED       MNDT
 DL7215  HISTORY     - 20180731 GOOD             MNDT
 DL7215  HISTORY     - 20200610 GOOD             MNDT
 DL7215
 DL7215                          STATION DESCRIPTION
 DL7215
 DL7215'DESCRIBED BY MN DEPT OF TRANSP 2008
 DL7215'3.5 MILES NORTH NORTHWEST OF SANTIAGO, 3.4 MILES EAST ALONG TRUNK
 DL7215'HIGHWAY 95 FROM JUNCTION OF TRUNK HIGHWAY 95 AND TRUNK HIGHWAY 25, AT
 DL7215'TRUNK HIGHWAY 95 MILEPOST 10.35, 57.0 FEET NORTH OF TRUNK HIGHWAY 95,
 DL7215'17 FEET WEST OF FIELD ENTRANCE, 100 FEET EAST SOUTHEAST OF POWER POLE,
 DL7215'5.2 FEET NORTHEAST OF 24 INCH CULVERT, 7.5 FEET EAST OF WITNESS POST.
 DL7215
 DL7215                          STATION RECOVERY (2018)
 DL7215
 DL7215'RECOVERY NOTE BY MN DEPT OF TRANSP 2018 (MAS)
 DL7215'6.0 MI (9.7 KM) SOUTHEAST OF FOLEY, 3.4 MI (5.5 KM) EAST ALONG TRUNK
 DL7215'HIGHWAY 95 FROM THE JUNCTION OF TRUNK HIGHWAY 95 AND TRUNK HIGHWAY 25
 DL7215'(THE JUNCTION IS 5.0 MI (8.0 KM) SOUTH OF FOLEY), AT TRUNK HIGHWAY 95
 DL7215'MILE POINT 10.35, 57.0 FT (17.4 M) NORTH OF TRUNK HIGHWAY 95, 100.0 FT
 DL7215'(30.5 M) EAST-SOUTHEAST OF A POWER POLE, 17.0 FT (5.2 M) WEST OF A
 DL7215'FIELD ENTRANCE, 5.2 FT (1.6 M) NORTHEAST OF A 24.0 INCH DIAMETER
 DL7215'CULVERT, 33.5 FT (10.2 M) WEST-NORTHWEST OF A WITNESS POST AND A
 DL7215'CULVERT MARKER.
 DL7215'
 DL7215'THE STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM ROD
 DL7215'DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION REMOVABLE DISK
 DL7215'SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH PVC
 DL7215'PIPE BACK FILLED WITH WASHED SAND.
 DL7215
 DL7215                          STATION RECOVERY (2020)
 DL7215
 DL7215'RECOVERY NOTE BY MN DEPT OF TRANSP 2020 (TJD)
 DL7215'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DL7216 ***********************************************************************
 DL7216  DESIGNATION -  0505 E RESET
 DL7216  PID         -  DL7216
 DL7216  STATE/COUNTY-  MN/BENTON
 DL7216  COUNTRY     -  US
 DL7216  USGS QUAD   -  SANTIAGO (2019)
 DL7216
 DL7216                         *CURRENT SURVEY CONTROL
 DL7216  ______________________________________________________________________
 DL7216* NAD 83(2011) POSITION- 45 35 22.54432(N) 093 52 03.00190(W)   ADJUSTED
 DL7216* NAD 83(2011) ELLIP HT-   296.472 (meters)        (06/27/12)   ADJUSTED
 DL7216* NAD 83(2011) EPOCH   -  2010.00
 DL7216* NAVD 88 ORTHO HEIGHT -   323.928 (meters)     1062.75  (feet) ADJUSTED
 DL7216  ______________________________________________________________________
 DL7216  GEOID HEIGHT    -        -27.460 (meters)                     GEOID18
 DL7216  NAD 83(2011) X  -   -301,581.429 (meters)                     COMP
 DL7216  NAD 83(2011) Y  - -4,461,044.407 (meters)                     COMP
 DL7216  NAD 83(2011) Z  -  4,533,655.001 (meters)                     COMP
 DL7216  LAPLACE CORR    -         -3.01  (seconds)                    DEFLEC18
 DL7216  DYNAMIC HEIGHT  -        323.920 (meters)     1062.73  (feet) COMP
 DL7216  MODELED GRAVITY -    980,582.1   (mgal)                       NAVD 88
 DL7216
 DL7216  VERT ORDER      -  SECOND    CLASS I
 DL7216
 DL7216  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DL7216  Standards:
 DL7216         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DL7216            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DL7216  -------------------------------------------------------------------
 DL7216  NETWORK    0.31   0.35           0.14   0.11   0.18      0.03434315
 DL7216  -------------------------------------------------------------------
 DL7216  Click here for local accuracies and other accuracy information.
 DL7216
 DL7216.The horizontal coordinates were established by GPS observations
 DL7216.and adjusted by the National Geodetic Survey in June 2012.
 DL7216
 DL7216.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DL7216.been affixed to the stable North American tectonic plate. See 
 DL7216.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DL7216
 DL7216.The horizontal coordinates are valid at the epoch date displayed above
 DL7216.which is a decimal equivalence of Year/Month/Day.
 DL7216
 DL7216.The orthometric height was determined by differential leveling and
 DL7216.adjusted by the NATIONAL GEODETIC SURVEY
 DL7216.in February 2011.
 DL7216
 DL7216.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL7216.GEOID18 height accuracy estimate available here.
 DL7216
 DL7216.Click photographs - Photos may exist for this station.
 DL7216
 DL7216.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DL7216
 DL7216.The Laplace correction was computed from DEFLEC18 derived deflections.
 DL7216
 DL7216.The ellipsoidal height was determined by GPS observations
 DL7216.and is referenced to NAD 83.
 DL7216
 DL7216.The dynamic height is computed by dividing the NAVD 88
 DL7216.geopotential number by the normal gravity value computed on the
 DL7216.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL7216.degrees latitude (g = 980.6199 gals.).
 DL7216
 DL7216.The modeled gravity was interpolated from observed gravity values.
 DL7216
 DL7216. The following values were computed from the NAD 83(2011) position.
 DL7216
 DL7216;                    North         East     Units Scale Factor Converg.
 DL7216;SPC MN C     -   165,604.149   829,848.029   MT  1.00000598   +0 16 36.1
 DL7216;SPC MN C     -   543,319.61  2,722,593.08   sFT  1.00000598   +0 16 36.1
 DL7216;UTM  15      - 5,048,816.348   432,332.585   MT  0.99965629   -0 37 11.0
 DL7216
 DL7216!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DL7216!SPC MN C     -   0.99995352  x   1.00000598  =   0.99995950
 DL7216!UTM  15      -   0.99995352  x   0.99965629  =   0.99960983
 DL7216
 DL7216:                Primary Azimuth Mark                     Grid Az
 DL7216:SPC MN C     -  0505 F RESET                             274 26 00.8
 DL7216:UTM  15      -  0505 F RESET                             275 19 47.9
 DL7216
 DL7216_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL3233248816(NAD 83)
 DL7216
 DL7216|---------------------------------------------------------------------|
 DL7216| PID    Reference Object                     Distance      Geod. Az  |
 DL7216|                                                           dddmmss.s |
 DL7216| DL7217 0505 F RESET                        APPROX. 1.2 KM 2744236.9 |
 DL7216|---------------------------------------------------------------------|
 DL7216
 DL7216                          SUPERSEDED SURVEY CONTROL
 DL7216
 DL7216  NAD 83(2007)-  45 35 22.54461(N)    093 52 03.00312(W) AD(2002.00) 1
 DL7216  ELLIP H (10/16/09)  296.526  (m)                       GP(2002.00) 3 1
 DL7216  NAVD 88             323.93   (m)         1062.8    (f) LEVELING    3  
 DL7216
 DL7216.Superseded values are not recommended for survey control.
 DL7216
 DL7216.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL7216.See file dsdata.pdf to determine how the superseded data were derived.
 DL7216
 DL7216_MARKER: I = METAL ROD
 DL7216_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DL7216_STAMPING: 0505 E RESET 1997 2008
 DL7216_MARK LOGO: MNDT
 DL7216_PROJECTION: RECESSED 5 CENTIMETERS
 DL7216_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DL7216_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL7216_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL7216+SATELLITE: SATELLITE OBSERVATIONS - August 01, 2018
 DL7216_ROD/PIPE-DEPTH: 3.0 meters
 DL7216
 DL7216  HISTORY     - Date     Condition        Report By
 DL7216  HISTORY     - 20081216 MONUMENTED       MNDT
 DL7216  HISTORY     - 20180801 GOOD             MNDT
 DL7216  HISTORY     - 20180801 GOOD             MNDT
 DL7216
 DL7216                          STATION DESCRIPTION
 DL7216
 DL7216'DESCRIBED BY MN DEPT OF TRANSP 2008
 DL7216'4.25 MILES NORTH-NORTHWEST OF SANTIAGO, 2.25 MILES EAST ALONG TRUNK
 DL7216'HIGHWAY 95 FROM JUNCTION OF TRUNK HIGHWAY 95 AND TRUNK HIGHWAY 25
 DL7216'ABOUT 3.5 MILES EAST-NORTHEAST OF DUELM, AT TRUNK HIGHWAY 95 MILEPOINT
 DL7216'9.25, 64.0 FEET NORTH OF TRUNK HIGHWAY 95, 79 FEET EAST OF FIELD
 DL7216'ENTRANCE, 33.0 FEET WEST-SOUTHWEST OF POWER POLE, 2.5 FEET EAST OF
 DL7216'WITNESS POST.
 DL7216
 DL7216                          STATION RECOVERY (2018)
 DL7216
 DL7216'RECOVERY NOTE BY MN DEPT OF TRANSP 2018 (MAS)
 DL7216'RECOVERED AS DESCRIBED.
 DL7216'
 DL7216'NOTE-THE STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM ROD
 DL7216'DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION REMOVABLE DISK
 DL7216'SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH PVC
 DL7216'PIPE BACK FILLED WITH WASHED SAND.
 DL7216
 DL7216                          STATION RECOVERY (2018)
 DL7216
 DL7216'RECOVERY NOTE BY MN DEPT OF TRANSP 2018 (MAS)
 DL7216'5.6 MI (9.0 KM) SOUTHEAST OF FOLEY, 2.25 MI (3.62 KM) EAST ALONG TRUNK
 DL7216'HIGHWAY 95 FROM THE JUNCTION OF TRUNK HIGHWAY 95 AND TRUNK HIGHWAY 25
 DL7216'(THE JUNCTION IS 5.0 MI (8.0 KM) SOUTH OF FOLEY), AT TRUNK HIGHWAY 95
 DL7216'MILE POINT 9.25, 64.0 FT (19.5 M) NORTH OF TRUNK HIGHWAY 95, 79.0 FT
 DL7216'(24.1 M) EAST OF A FIELD ROAD, 33.0 FT (10.1 M) WEST-SOUTHWEST OF A
 DL7216'POWER POLE, 2.5 FT (0.8 M) EAST OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DL7217 ***********************************************************************
 DL7217  DESIGNATION -  0505 F RESET
 DL7217  PID         -  DL7217
 DL7217  STATE/COUNTY-  MN/BENTON
 DL7217  COUNTRY     -  US
 DL7217  USGS QUAD   -  DUELM (2019)
 DL7217
 DL7217                         *CURRENT SURVEY CONTROL
 DL7217  ______________________________________________________________________
 DL7217* NAD 83(2011) POSITION- 45 35 25.78216(N) 093 52 59.03868(W)   ADJUSTED
 DL7217* NAD 83(2011) ELLIP HT-   297.843 (meters)        (06/27/12)   ADJUSTED
 DL7217* NAD 83(2011) EPOCH   -  2010.00
 DL7217* NAVD 88 ORTHO HEIGHT -   325.280 (meters)     1067.19  (feet) ADJUSTED
 DL7217  ______________________________________________________________________
 DL7217  GEOID HEIGHT    -        -27.441 (meters)                     GEOID18
 DL7217  NAD 83(2011) X  -   -302,788.596 (meters)                     COMP
 DL7217  NAD 83(2011) Y  - -4,460,892.020 (meters)                     COMP
 DL7217  NAD 83(2011) Z  -  4,533,725.936 (meters)                     COMP
 DL7217  LAPLACE CORR    -         -3.14  (seconds)                    DEFLEC18
 DL7217  DYNAMIC HEIGHT  -        325.272 (meters)     1067.16  (feet) COMP
 DL7217  MODELED GRAVITY -    980,581.4   (mgal)                       NAVD 88
 DL7217
 DL7217  VERT ORDER      -  SECOND    CLASS I
 DL7217
 DL7217  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DL7217  Standards:
 DL7217         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DL7217            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DL7217  -------------------------------------------------------------------
 DL7217  NETWORK    0.29   0.35           0.13   0.10   0.18      0.01156855
 DL7217  -------------------------------------------------------------------
 DL7217  Click here for local accuracies and other accuracy information.
 DL7217
 DL7217.The horizontal coordinates were established by GPS observations
 DL7217.and adjusted by the National Geodetic Survey in June 2012.
 DL7217
 DL7217.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DL7217.been affixed to the stable North American tectonic plate. See 
 DL7217.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DL7217
 DL7217.The horizontal coordinates are valid at the epoch date displayed above
 DL7217.which is a decimal equivalence of Year/Month/Day.
 DL7217
 DL7217.The orthometric height was determined by differential leveling and
 DL7217.adjusted by the NATIONAL GEODETIC SURVEY
 DL7217.in February 2011.
 DL7217
 DL7217.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL7217.GEOID18 height accuracy estimate available here.
 DL7217
 DL7217.Click photographs - Photos may exist for this station.
 DL7217
 DL7217.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DL7217
 DL7217.The Laplace correction was computed from DEFLEC18 derived deflections.
 DL7217
 DL7217.The ellipsoidal height was determined by GPS observations
 DL7217.and is referenced to NAD 83.
 DL7217
 DL7217.The dynamic height is computed by dividing the NAVD 88
 DL7217.geopotential number by the normal gravity value computed on the
 DL7217.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL7217.degrees latitude (g = 980.6199 gals.).
 DL7217
 DL7217.The modeled gravity was interpolated from observed gravity values.
 DL7217
 DL7217. The following values were computed from the NAD 83(2011) position.
 DL7217
 DL7217;                    North         East     Units Scale Factor Converg.
 DL7217;SPC MN C     -   165,698.364   828,632.913   MT  1.00000577   +0 15 55.6
 DL7217;SPC MN C     -   543,628.72  2,718,606.48   sFT  1.00000577   +0 15 55.6
 DL7217;UTM  15      - 5,048,929.521   431,119.514   MT  0.99965833   -0 37 51.1
 DL7217
 DL7217!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DL7217!SPC MN C     -   0.99995331  x   1.00000577  =   0.99995908
 DL7217!UTM  15      -   0.99995331  x   0.99965833  =   0.99961165
 DL7217
 DL7217:                Primary Azimuth Mark                     Grid Az
 DL7217:SPC MN C     -  0505 E RESET                             094 26 01.2
 DL7217:UTM  15      -  0505 E RESET                             095 19 47.9
 DL7217
 DL7217_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL3111948929(NAD 83)
 DL7217
 DL7217|---------------------------------------------------------------------|
 DL7217| PID    Reference Object                     Distance      Geod. Az  |
 DL7217|                                                           dddmmss.s |
 DL7217| DL7216 0505 E RESET                        APPROX. 1.2 KM 0944156.8 |
 DL7217|---------------------------------------------------------------------|
 DL7217
 DL7217                          SUPERSEDED SURVEY CONTROL
 DL7217
 DL7217  NAD 83(2007)-  45 35 25.78253(N)    093 52 59.03995(W) AD(2002.00) 1
 DL7217  ELLIP H (10/16/09)  297.894  (m)                       GP(2002.00) 3 1
 DL7217  NAVD 88             325.28   (m)         1067.2    (f) LEVELING    3  
 DL7217
 DL7217.Superseded values are not recommended for survey control.
 DL7217
 DL7217.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL7217.See file dsdata.pdf to determine how the superseded data were derived.
 DL7217
 DL7217_MARKER: DD = SURVEY DISK
 DL7217_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 DL7217+WITH SETTING: INFORMATION.
 DL7217_STAMPING: 0505 F RESET 2008
 DL7217_MARK LOGO: MNDT
 DL7217_PROJECTION: RECESSED 3 CENTIMETERS
 DL7217_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DL7217_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DL7217_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL7217+SATELLITE: SATELLITE OBSERVATIONS - June 10, 2020
 DL7217_ROD/PIPE-DEPTH: 2.4 meters
 DL7217
 DL7217  HISTORY     - Date     Condition        Report By
 DL7217  HISTORY     - 20081014 MONUMENTED       MNDT
 DL7217  HISTORY     - 20180801 GOOD             MNDT
 DL7217  HISTORY     - 20190327 GOOD             MNDT
 DL7217  HISTORY     - 20200610 GOOD             MNDT
 DL7217
 DL7217                          STATION DESCRIPTION
 DL7217
 DL7217'DESCRIBED BY MN DEPT OF TRANSP 2008
 DL7217'3.0 MILES EAST-NORTHEAST OF DUELM, 1.5 MILES EAST ALONG TRUNK HIGHWAY
 DL7217'95 FROM JUNCTION OF TRUNK HIGHWAY 95 AND TRUNK HIGHWAY 25, AT TRUNK
 DL7217'HIGHWAY 95 MILEPOINT 8.5, 218.0 FEET NORTH OF TRUNK HIGHWAY 95, 26.0
 DL7217'FEET WEST OF COUNTY ROAD 49, 12.0 FEET NORTH OF FIELD ENTRANCE, 4.3
 DL7217'FEET WEST-SOUTHWEST OF 18 INCH CULVERT, 7.5 FEET SOUTH OF WITNESS
 DL7217'POST, MARK DRIVEN TO REFUSAL, 8 FT (2.4 M) ALUMINUM ROD WITH STANDARD
 DL7217'GEODETIC CONTROL SURVEY DISK, RECESSED 1 INCH
 DL7217
 DL7217                          STATION RECOVERY (2018)
 DL7217
 DL7217'RECOVERY NOTE BY MN DEPT OF TRANSP 2018 (MAS)
 DL7217'5.5 MI (8.8 KM) SOUTH-SOUTHEAST OF FOLEY, 1.5 MI (2.4 KM) EAST ALONG
 DL7217'TRUNK HIGHWAY 95 FROM THE JUNCTION OF TRUNK HIGHWAY 95 AND TRUNK
 DL7217'HIGHWAY 25 (THE JUNCTION IS 5.0 MI (8.0 KM) SOUTH OF FOLEY), AT TRUNK
 DL7217'HIGHWAY 95 MILE POINT 8.5, 218.0 FT (66.4 M) NORTH OF TRUNK HIGHWAY
 DL7217'95, 26.0 FT (7.9 M) WEST OF COUNTY ROAD 49, 12.0 FT (3.7 M) NORTH OF A
 DL7217'FIELD ENTRANCE, 4.3 FT (1.3 M) WEST-SOUTHWEST OF AN 18 INCH DIAMETER
 DL7217'CULVERT, 7.5 FT (2.3 M) SOUTH OF A WITNESS POST.
 DL7217
 DL7217                          STATION RECOVERY (2019)
 DL7217
 DL7217'RECOVERY NOTE BY MN DEPT OF TRANSP 2019 (TXD)
 DL7217'RECOVERED AS DESCRIBED.
 DL7217
 DL7217                          STATION RECOVERY (2020)
 DL7217
 DL7217'RECOVERY NOTE BY MN DEPT OF TRANSP 2020 (TJD)
 DL7217'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DL7218 ***********************************************************************
 DL7218  DESIGNATION -  0505 G RESET
 DL7218  PID         -  DL7218
 DL7218  STATE/COUNTY-  MN/BENTON
 DL7218  COUNTRY     -  US
 DL7218  USGS QUAD   -  DUELM (2019)
 DL7218
 DL7218                         *CURRENT SURVEY CONTROL
 DL7218  ______________________________________________________________________
 DL7218* NAD 83(2011) POSITION- 45 35 24.78641(N) 093 54 12.05269(W)   ADJUSTED
 DL7218* NAD 83(2011) ELLIP HT-   302.894 (meters)        (06/27/12)   ADJUSTED
 DL7218* NAD 83(2011) EPOCH   -  2010.00
 DL7218* NAVD 88 ORTHO HEIGHT -   330.307 (meters)     1083.68  (feet) ADJUSTED
 DL7218  ______________________________________________________________________
 DL7218  GEOID HEIGHT    -        -27.418 (meters)                     GEOID18
 DL7218  NAD 83(2011) X  -   -304,369.388 (meters)                     COMP
 DL7218  NAD 83(2011) Y  - -4,460,809.996 (meters)                     COMP
 DL7218  NAD 83(2011) Z  -  4,533,708.031 (meters)                     COMP
 DL7218  LAPLACE CORR    -         -3.44  (seconds)                    DEFLEC18
 DL7218  DYNAMIC HEIGHT  -        330.299 (meters)     1083.66  (feet) COMP
 DL7218  MODELED GRAVITY -    980,580.9   (mgal)                       NAVD 88
 DL7218
 DL7218  VERT ORDER      -  SECOND    CLASS I
 DL7218
 DL7218  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DL7218  Standards:
 DL7218         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DL7218            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DL7218  -------------------------------------------------------------------
 DL7218  NETWORK    0.26   0.35           0.12   0.09   0.18     -0.07940410
 DL7218  -------------------------------------------------------------------
 DL7218  Click here for local accuracies and other accuracy information.
 DL7218
 DL7218.The horizontal coordinates were established by GPS observations
 DL7218.and adjusted by the National Geodetic Survey in June 2012.
 DL7218
 DL7218.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DL7218.been affixed to the stable North American tectonic plate. See 
 DL7218.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DL7218
 DL7218.The horizontal coordinates are valid at the epoch date displayed above
 DL7218.which is a decimal equivalence of Year/Month/Day.
 DL7218
 DL7218.The orthometric height was determined by differential leveling and
 DL7218.adjusted by the NATIONAL GEODETIC SURVEY
 DL7218.in February 2011.
 DL7218
 DL7218.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL7218.GEOID18 height accuracy estimate available here.
 DL7218
 DL7218.Click photographs - Photos may exist for this station.
 DL7218
 DL7218.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DL7218
 DL7218.The Laplace correction was computed from DEFLEC18 derived deflections.
 DL7218
 DL7218.The ellipsoidal height was determined by GPS observations
 DL7218.and is referenced to NAD 83.
 DL7218
 DL7218.The dynamic height is computed by dividing the NAVD 88
 DL7218.geopotential number by the normal gravity value computed on the
 DL7218.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL7218.degrees latitude (g = 980.6199 gals.).
 DL7218
 DL7218.The modeled gravity was interpolated from observed gravity values.
 DL7218
 DL7218. The following values were computed from the NAD 83(2011) position.
 DL7218
 DL7218;                    North         East     Units Scale Factor Converg.
 DL7218;SPC MN C     -   165,660.493   827,050.419   MT  1.00000584   +0 15 02.8
 DL7218;SPC MN C     -   543,504.47  2,713,414.58   sFT  1.00000584   +0 15 02.8
 DL7218;UTM  15      - 5,048,916.411   429,537.170   MT  0.99966104   -0 38 43.2
 DL7218
 DL7218!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DL7218!SPC MN C     -   0.99995252  x   1.00000584  =   0.99995836
 DL7218!UTM  15      -   0.99995252  x   0.99966104  =   0.99961357
 DL7218
 DL7218:                Primary Azimuth Mark                     Grid Az
 DL7218:SPC MN C     -  0505 H                                   269 46 47.0
 DL7218:UTM  15      -  0505 H                                   270 40 33.0
 DL7218
 DL7218_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL2953748916(NAD 83)
 DL7218
 DL7218|---------------------------------------------------------------------|
 DL7218| PID    Reference Object                     Distance      Geod. Az  |
 DL7218|                                                           dddmmss.s |
 DL7218| AH3258 0505 H                              APPROX. 0.8 KM 2700149.8 |
 DL7218| AH3260 DANLISA                             APPROX. 0.6 KM 3593134.3 |
 DL7218|---------------------------------------------------------------------|
 DL7218
 DL7218                          SUPERSEDED SURVEY CONTROL
 DL7218
 DL7218  NAD 83(2007)-  45 35 24.78672(N)    093 54 12.05390(W) AD(2002.00) 1
 DL7218  ELLIP H (10/16/09)  302.940  (m)                       GP(2002.00) 3 1
 DL7218  NAVD 88             330.31   (m)         1083.7    (f) LEVELING    3  
 DL7218
 DL7218.Superseded values are not recommended for survey control.
 DL7218
 DL7218.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL7218.See file dsdata.pdf to determine how the superseded data were derived.
 DL7218
 DL7218_MARKER: DD = SURVEY DISK
 DL7218_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DL7218_STAMPING: 0505 G RESET 2008
 DL7218_MARK LOGO: MNDT
 DL7218_PROJECTION: FLUSH
 DL7218_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DL7218_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL7218_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL7218+SATELLITE: SATELLITE OBSERVATIONS - November 26, 2019
 DL7218_ROD/PIPE-DEPTH: 3.0 meters
 DL7218
 DL7218  HISTORY     - Date     Condition        Report By
 DL7218  HISTORY     - 20081014 MONUMENTED       MNDT
 DL7218  HISTORY     - 20101028 GOOD             MNDT
 DL7218  HISTORY     - 20180801 GOOD             MNDT
 DL7218  HISTORY     - 20191126 GOOD             MNDT
 DL7218
 DL7218                          STATION DESCRIPTION
 DL7218
 DL7218'DESCRIBED BY MN DEPT OF TRANSP 2008
 DL7218'1.5 MILES NORTHEAST OF DUELM, 0.5 MILE EAST ALONG TRUNK HIGHWAY 95
 DL7218'FROM JUNCTION OF TRUNK HIGHWAY 25 AND TRUNK HIGHWAY 95, AT TRUNK
 DL7218'HIGHWAY 95 MILEPOINT 7.45, 194.8 FEET NORTH OF TRUNK HIGHWAY 95, 36.5
 DL7218'FEET EAST OF COUNTY ROAD 64, 24.5 FEET SOUTH OF DUELM SUB STATION
 DL7218'ENTRANCE, 37.5 FEET WEST OF POWER POLE, 83.2 FEET WEST-NORTHWEST OF
 DL7218'SOUTHWEST CORNER OF FENCE, 2.1 FEET EAST OF WITNESS POST.
 DL7218
 DL7218                          STATION RECOVERY (2010)
 DL7218
 DL7218'RECOVERY NOTE BY MN DEPT OF TRANSP 2010 (MPP)
 DL7218'RECOVERED AS DESCRIBED.
 DL7218
 DL7218                          STATION RECOVERY (2018)
 DL7218
 DL7218'RECOVERY NOTE BY MN DEPT OF TRANSP 2018 (MAS)
 DL7218'5.1 MI (8.2 KM) SOUTH OF FOLEY, 0.5 MI (0.8 KM) EAST ALONG TRUNK
 DL7218'HIGHWAY 95 FROM THE JUNCTION OF TRUNK HIGHWAY 25 AND TRUNK HIGHWAY 95
 DL7218'(THE JUNCTION IS 5.0 MI (8.0 KM) SOUTH OF FOLEY), AT TRUNK HIGHWAY 95
 DL7218'MILE POINT 7.45, 194.8 FT (59.4 M) NORTH OF TRUNK HIGHWAY 95, 36.5 FT
 DL7218'(11.1 M) EAST OF COUNTY ROAD 64, 83.2 FT (25.4 M) WEST-NORTHWEST OF
 DL7218'THE SOUTHWEST CORNER OF A FENCE, 37.5 FT (11.4 M) WEST OF A POWER
 DL7218'POLE, 24.5 FT (7.5 M) SOUTH OF THE DUELM SUBSTATION ENTRANCE, 2.1 FT
 DL7218'(0.6 M) EAST OF A WITNESS POST.
 DL7218
 DL7218                          STATION RECOVERY (2019)
 DL7218
 DL7218'RECOVERY NOTE BY MN DEPT OF TRANSP 2019 (KMS)
 DL7218'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 AH3258 ***********************************************************************
 AH3258  DESIGNATION -  0505 H
 AH3258  PID         -  AH3258
 AH3258  STATE/COUNTY-  MN/BENTON
 AH3258  COUNTRY     -  US
 AH3258  USGS QUAD   -  DUELM (2019)
 AH3258
 AH3258                         *CURRENT SURVEY CONTROL
 AH3258  ______________________________________________________________________
 AH3258* NAD 83(2011) POSITION- 45 35 24.79852(N) 093 54 48.86949(W)   ADJUSTED
 AH3258* NAD 83(2011) ELLIP HT-   301.115 (meters)        (06/27/12)   ADJUSTED
 AH3258* NAD 83(2011) EPOCH   -  2010.00
 AH3258* NAVD 88 ORTHO HEIGHT -   328.515 (meters)     1077.80  (feet) ADJUSTED
 AH3258  ______________________________________________________________________
 AH3258  GEOID HEIGHT    -        -27.405 (meters)                     GEOID18
 AH3258  NAD 83(2011) X  -   -305,165.503 (meters)                     COMP
 AH3258  NAD 83(2011) Y  - -4,460,754.089 (meters)                     COMP
 AH3258  NAD 83(2011) Z  -  4,533,707.022 (meters)                     COMP
 AH3258  LAPLACE CORR    -         -3.55  (seconds)                    DEFLEC18
 AH3258  DYNAMIC HEIGHT  -        328.507 (meters)     1077.78  (feet) COMP
 AH3258  MODELED GRAVITY -    980,580.8   (mgal)                       NAVD 88
 AH3258
 AH3258  VERT ORDER      -  SECOND    CLASS I
 AH3258
 AH3258  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AH3258  Standards:
 AH3258         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AH3258            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AH3258  -------------------------------------------------------------------
 AH3258  NETWORK    0.26   0.33           0.12   0.08   0.17     -0.05091568
 AH3258  -------------------------------------------------------------------
 AH3258  Click here for local accuracies and other accuracy information.
 AH3258
 AH3258.The horizontal coordinates were established by GPS observations
 AH3258.and adjusted by the National Geodetic Survey in June 2012.
 AH3258
 AH3258.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AH3258.been affixed to the stable North American tectonic plate. See 
 AH3258.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AH3258
 AH3258.The horizontal coordinates are valid at the epoch date displayed above
 AH3258.which is a decimal equivalence of Year/Month/Day.
 AH3258
 AH3258.The orthometric height was determined by differential leveling and
 AH3258.adjusted by the NATIONAL GEODETIC SURVEY
 AH3258.in August 2004.
 AH3258
 AH3258.Significant digits in the geoid height do not necessarily reflect accuracy.
 AH3258.GEOID18 height accuracy estimate available here.
 AH3258
 AH3258.Click photographs - Photos may exist for this station.
 AH3258
 AH3258.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AH3258
 AH3258.The Laplace correction was computed from DEFLEC18 derived deflections.
 AH3258
 AH3258.The ellipsoidal height was determined by GPS observations
 AH3258.and is referenced to NAD 83.
 AH3258
 AH3258.The dynamic height is computed by dividing the NAVD 88
 AH3258.geopotential number by the normal gravity value computed on the
 AH3258.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH3258.degrees latitude (g = 980.6199 gals.).
 AH3258
 AH3258.The modeled gravity was interpolated from observed gravity values.
 AH3258
 AH3258. The following values were computed from the NAD 83(2011) position.
 AH3258
 AH3258;                    North         East     Units Scale Factor Converg.
 AH3258;SPC MN C     -   165,657.426   826,252.384   MT  1.00000583   +0 14 36.1
 AH3258;SPC MN C     -   543,494.41  2,710,796.36   sFT  1.00000583   +0 14 36.1
 AH3258;UTM  15      - 5,048,925.821   428,739.459   MT  0.99966243   -0 39 09.5
 AH3258
 AH3258!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH3258!SPC MN C     -   0.99995279  x   1.00000583  =   0.99995862
 AH3258!UTM  15      -   0.99995279  x   0.99966243  =   0.99961524
 AH3258
 AH3258:                Primary Azimuth Mark                     Grid Az
 AH3258:SPC MN C     -  0505 J RESET                             265 13 43.4
 AH3258:UTM  15      -  0505 J RESET                             266 07 29.0
 AH3258
 AH3258_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL2873948925(NAD 83)
 AH3258
 AH3258|---------------------------------------------------------------------|
 AH3258| PID    Reference Object                     Distance      Geod. Az  |
 AH3258|                                                           dddmmss.s |
 AH3258| DL7219 0505 J RESET                        APPROX. 1.3 KM 2652819.5 |
 AH3258| AH3257 0505 J                              APPROX. 1.3 KM 2652818.1 |
 AH3258|---------------------------------------------------------------------|
 AH3258
 AH3258                          SUPERSEDED SURVEY CONTROL
 AH3258
 AH3258  NAD 83(2007)-  45 35 24.79886(N)    093 54 48.87075(W) AD(2002.00) 0
 AH3258  ELLIP H (02/10/07)  301.169  (m)                       GP(2002.00)    
 AH3258  NAD 83(1996)-  45 35 24.79856(N)    093 54 48.87050(W) AD(       ) 1
 AH3258  ELLIP H (09/28/98)  301.201  (m)                       GP(       ) 4 1
 AH3258  NAVD 88             328.52   (m)         1077.8    (f) LEVELING    3  
 AH3258
 AH3258.Superseded values are not recommended for survey control.
 AH3258
 AH3258.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH3258.See file dsdata.pdf to determine how the superseded data were derived.
 AH3258
 AH3258_MARKER: DD = SURVEY DISK
 AH3258_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 AH3258_STAMPING: 0505 H 1997
 AH3258_MARK LOGO: MNDT
 AH3258_PROJECTION: FLUSH
 AH3258_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AH3258_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AH3258_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH3258+SATELLITE: SATELLITE OBSERVATIONS - August 01, 2018
 AH3258_ROD/PIPE-DEPTH: 4.6 meters
 AH3258
 AH3258  HISTORY     - Date     Condition        Report By
 AH3258  HISTORY     - 19970401 MONUMENTED       MNDT
 AH3258  HISTORY     - 20081014 GOOD             MNDT
 AH3258  HISTORY     - 20101028 GOOD             MNDT
 AH3258  HISTORY     - 20180801 GOOD             MNDT
 AH3258  HISTORY     - 20180801 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 (2008)
 AH3258
 AH3258'RECOVERY NOTE BY MN DEPT OF TRANSP 2008 (MPP)
 AH3258'1.5 MILES NORTHEAST OF DUELM, AT JUNCTION OF TRUNK HIGHWAY 95 AND
 AH3258'TRUNK HIGHWAY 25, AT TRUNK HIGHWAY 95 MILEPOINT 6.95, AT TRUNK HIGHWAY
 AH3258'25 MILEPOINT 93.95, 245.0 FEET NORTH OF TRUNK HIGHWAY 95, 42.0 FEET
 AH3258'EAST OF TRUNK HIGHWAY 25, 17.0 FEET NORTH OF FIELD ENTRANCE, 37.4 FEET
 AH3258'NORTHWEST OF UNDERGROUND CABLE BOX NUMBER RAI-TH-95, 3.0 FEET SOUTH OF
 AH3258'WITNESS POST.
 AH3258
 AH3258                          STATION RECOVERY (2010)
 AH3258
 AH3258'RECOVERY NOTE BY MN DEPT OF TRANSP 2010 (MPP)
 AH3258'THE MARK WAS RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.
 AH3258'THE MARK IS 1.5 MILES NORTHEAST OF DUELM, AT JUNCTION OF TRUNK HIGHWAY
 AH3258'95 AND TRUNK HIGHWAY 25, AT TRUNK HIGHWAY 95 MILEPOINT 6.95, AT TRUNK
 AH3258'HIGHWAY 25 MILEPOINT 93.95, 245.0 FEET NORTH OF TRUNK HIGHWAY 95, 42.0
 AH3258'FEET EAST OF TRUNK HIGHWAY 25, 17.0 FEET NORTH OF FIELD ENTRANCE, 37.4
 AH3258'FEET NORTHWEST OF UNDERGROUND CABLE BOX NUMBER RAI-TRUNK HIGHWAY 95,
 AH3258'3.0 FEET SOUTH OF WITNESS POST.
 AH3258
 AH3258                          STATION RECOVERY (2018)
 AH3258
 AH3258'RECOVERY NOTE BY MN DEPT OF TRANSP 2018 (MAS)
 AH3258'RECOVERED AS DESCRIBED.
 AH3258
 AH3258                          STATION RECOVERY (2018)
 AH3258
 AH3258'RECOVERY NOTE BY MN DEPT OF TRANSP 2018 (MAS)
 AH3258'5.0 MI (8.0 KM) SOUTH OF FOLEY, AT THE JUNCTION OF TRUNK HIGHWAY 95
 AH3258'AND TRUNK HIGHWAY 25 (THE JUNCTION IS 5.0 MI (8.0 KM) SOUTH OF FOLEY),
 AH3258'AT TRUNK HIGHWAY 95 MILE POINT 6.95, AT TRUNK HIGHWAY 25 MILE POINT
 AH3258'93.95, 245.0 FT (74.7 M) NORTH OF TRUNK HIGHWAY 95, 42.0 FT (12.8 M)
 AH3258'EAST OF TRUNK HIGHWAY 25, 17.0 FT (5.2 M) NORTH OF AN ENTRANCE, 3.0 FT
 AH3258'(0.9 M) SOUTH OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DR2904 ***********************************************************************
 DR2904  DESIGNATION -  0505 J RESET
 DR2904  PID         -  DR2904
 DR2904  STATE/COUNTY-  MN/BENTON
 DR2904  COUNTRY     -  US
 DR2904  USGS QUAD   -  DUELM (2019)
 DR2904
 DR2904                         *CURRENT SURVEY CONTROL
 DR2904  ______________________________________________________________________
 DR2904* NAD 83(2011) POSITION- 45 35 21.55020(N) 093 55 47.21879(W)   ADJUSTED
 DR2904* NAD 83(2011) ELLIP HT-   306.027 (meters)        (03/30/20)   ADJUSTED
 DR2904* NAD 83(2011) EPOCH   -  2010.00
 DR2904* NAVD 88 ORTHO HEIGHT -   333.402 (meters)     1093.84  (feet) ADJUSTED
 DR2904  ______________________________________________________________________
 DR2904  GEOID HEIGHT    -        -27.384 (meters)                     GEOID18
 DR2904  NAD 83(2011) X  -   -306,432.518 (meters)                     COMP
 DR2904  NAD 83(2011) Y  - -4,460,742.487 (meters)                     COMP
 DR2904  NAD 83(2011) Z  -  4,533,640.348 (meters)                     COMP
 DR2904  LAPLACE CORR    -         -3.67  (seconds)                    DEFLEC18
 DR2904  DYNAMIC HEIGHT  -        333.394 (meters)     1093.81  (feet) COMP
 DR2904  MODELED GRAVITY -    980,580.9   (mgal)                       NAVD 88
 DR2904
 DR2904  VERT ORDER      -  SECOND    CLASS I
 DR2904
 DR2904  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DR2904  Standards:
 DR2904         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DR2904            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DR2904  -------------------------------------------------------------------
 DR2904  NETWORK    0.74   1.14           0.34   0.25   0.58      0.07320952
 DR2904  -------------------------------------------------------------------
 DR2904  Click here for local accuracies and other accuracy information.
 DR2904
 DR2904.The horizontal coordinates were established by GPS observations
 DR2904.and adjusted by the MN DEPT OF TRANSP in March 2020.
 DR2904
 DR2904.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DR2904.been affixed to the stable North American tectonic plate. See 
 DR2904.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DR2904
 DR2904.The horizontal coordinates are valid at the epoch date displayed above
 DR2904.which is a decimal equivalence of Year/Month/Day.
 DR2904
 DR2904.The orthometric height was determined by differential leveling and
 DR2904.adjusted by the NATIONAL GEODETIC SURVEY
 DR2904.in April 2021.
 DR2904
 DR2904.Significant digits in the geoid height do not necessarily reflect accuracy.
 DR2904.GEOID18 height accuracy estimate available here.
 DR2904
 DR2904.Click photographs - Photos may exist for this station.
 DR2904
 DR2904.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DR2904
 DR2904.The Laplace correction was computed from DEFLEC18 derived deflections.
 DR2904
 DR2904.The ellipsoidal height was determined by GPS observations
 DR2904.and is referenced to NAD 83.
 DR2904
 DR2904.The dynamic height is computed by dividing the NAVD 88
 DR2904.geopotential number by the normal gravity value computed on the
 DR2904.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DR2904.degrees latitude (g = 980.6199 gals.).
 DR2904
 DR2904.The modeled gravity was interpolated from observed gravity values.
 DR2904
 DR2904. The following values were computed from the NAD 83(2011) position.
 DR2904
 DR2904;                    North         East     Units Scale Factor Converg.
 DR2904;SPC MN C     -   165,551.897   824,988.021   MT  1.00000604   +0 13 53.9
 DR2904;SPC MN C     -   543,148.18  2,706,648.20   sFT  1.00000604   +0 13 53.9
 DR2904;UTM  15      - 5,048,840.105   427,474.034   MT  0.99966467   -0 39 51.2
 DR2904
 DR2904!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DR2904!SPC MN C     -   0.99995202  x   1.00000604  =   0.99995806
 DR2904!UTM  15      -   0.99995202  x   0.99966467  =   0.99961671
 DR2904
 DR2904_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL2747448840(NAD 83)
 DR2904
 DR2904                          SUPERSEDED SURVEY CONTROL
 DR2904
 DR2904.No superseded survey control is available for this station.
 DR2904
 DR2904_MARKER: I = METAL ROD
 DR2904_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DR2904_STAMPING: 0505 J RESET 2018
 DR2904_MARK LOGO: MNDT
 DR2904_PROJECTION: RECESSED 3 CENTIMETERS
 DR2904_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DR2904_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DR2904_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DR2904+SATELLITE: SATELLITE OBSERVATIONS - March 25, 2019
 DR2904_ROD/PIPE-DEPTH: 4.3 meters
 DR2904
 DR2904  HISTORY     - Date     Condition        Report By
 DR2904  HISTORY     - 20180801 MONUMENTED       MNDT
 DR2904  HISTORY     - 20190325 GOOD             MNDT
 DR2904
 DR2904                          STATION DESCRIPTION
 DR2904
 DR2904'DESCRIBED BY MN DEPT OF TRANSP 2018
 DR2904'THE MARK IS LOCATED ABOUT 5.2 MI (8.4 KM) SOUTH-SOUTHWEST OF FOLEY.
 DR2904'
 DR2904'TO REACH THE MARK GO 0.8 MI (1.3 KM) WEST ALONG TRUNK HIGHWAY 95 FROM
 DR2904'THE JUNCTION OF TRUNK HIGHWAY 95 AND TRUNK HIGHWAY 25 (THE JUNCTION IS
 DR2904'5.0 MI (8.0 KM) SOUTH OF FOLEY), AT TRUNK HIGHWAY 95 MILE POINT 6.2.
 DR2904'
 DR2904'THE MARK IS LOCATED 70.0 FT (21.3 M) SOUTH OF TRUNK HIGHWAY 95, 129.0
 DR2904'FT (39.3 M) EAST OF A POWER POLE, 3.0 FT (0.9 M) WEST OF A WITNESS
 DR2904'POST.
 DR2904'
 DR2904'NOTE - THE STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM
 DR2904'ROD DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION REMOVABLE
 DR2904'DISK SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH
 DR2904'PVC PIPE BACK FILLED WITH WASHED SAND.
 DR2904
 DR2904                          STATION RECOVERY (2019)
 DR2904
 DR2904'RECOVERY NOTE BY MN DEPT OF TRANSP 2019 (KXS)
 DR2904'5.2 MILES SOUTH-SOUTHWEST OF FOLEY, 0.8 MILE WEST ALONG TRUNK HIGHWAY
 DR2904'95 FROM THE JUNCTION OF TRUNK HIGHWAY 95 AND TRUNK HIGHWAY 25 (THE
 DR2904'JUNCTION IS 5.0 MILES SOUTH OF FOLEY), AT TRUNK HIGHWAY 95 MILEPOINT
 DR2904'6.2, 70.0 FEET SOUTH OF TRUNK HIGHWAY 95, 129.0 FEET EAST OF A POWER
 DR2904'POLE, 3.0 FEET WEST OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DL7220 ***********************************************************************
 DL7220  DESIGNATION -  0505 K RESET
 DL7220  PID         -  DL7220
 DL7220  STATE/COUNTY-  MN/BENTON
 DL7220  COUNTRY     -  US
 DL7220  USGS QUAD   -  DUELM (2019)
 DL7220
 DL7220                         *CURRENT SURVEY CONTROL
 DL7220  ______________________________________________________________________
 DL7220* NAD 83(2011) POSITION- 45 35 20.48427(N) 093 57 16.03282(W)   ADJUSTED
 DL7220* NAD 83(2011) ELLIP HT-   304.412 (meters)        (06/27/12)   ADJUSTED
 DL7220* NAD 83(2011) EPOCH   -  2010.00
 DL7220* NAVD 88 ORTHO HEIGHT -   331.758 (meters)     1088.44  (feet) ADJUSTED
 DL7220  ______________________________________________________________________
 DL7220  GEOID HEIGHT    -        -27.351 (meters)                     GEOID18
 DL7220  NAD 83(2011) X  -   -308,354.751 (meters)                     COMP
 DL7220  NAD 83(2011) Y  - -4,460,632.454 (meters)                     COMP
 DL7220  NAD 83(2011) Z  -  4,533,616.164 (meters)                     COMP
 DL7220  LAPLACE CORR    -         -3.69  (seconds)                    DEFLEC18
 DL7220  DYNAMIC HEIGHT  -        331.750 (meters)     1088.42  (feet) COMP
 DL7220  MODELED GRAVITY -    980,581.3   (mgal)                       NAVD 88
 DL7220
 DL7220  VERT ORDER      -  SECOND    CLASS I
 DL7220
 DL7220  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DL7220  Standards:
 DL7220         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DL7220            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DL7220  -------------------------------------------------------------------
 DL7220  NETWORK    0.28   0.39           0.13   0.09   0.20      0.00643744
 DL7220  -------------------------------------------------------------------
 DL7220  Click here for local accuracies and other accuracy information.
 DL7220
 DL7220.The horizontal coordinates were established by GPS observations
 DL7220.and adjusted by the National Geodetic Survey in June 2012.
 DL7220
 DL7220.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DL7220.been affixed to the stable North American tectonic plate. See 
 DL7220.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DL7220
 DL7220.The horizontal coordinates are valid at the epoch date displayed above
 DL7220.which is a decimal equivalence of Year/Month/Day.
 DL7220
 DL7220.The orthometric height was determined by differential leveling and
 DL7220.adjusted by the NATIONAL GEODETIC SURVEY
 DL7220.in February 2011.
 DL7220
 DL7220.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL7220.GEOID18 height accuracy estimate available here.
 DL7220
 DL7220.Click photographs - Photos may exist for this station.
 DL7220
 DL7220.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DL7220
 DL7220.The Laplace correction was computed from DEFLEC18 derived deflections.
 DL7220
 DL7220.The ellipsoidal height was determined by GPS observations
 DL7220.and is referenced to NAD 83.
 DL7220
 DL7220.The dynamic height is computed by dividing the NAVD 88
 DL7220.geopotential number by the normal gravity value computed on the
 DL7220.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL7220.degrees latitude (g = 980.6199 gals.).
 DL7220
 DL7220.The modeled gravity was interpolated from observed gravity values.
 DL7220
 DL7220. The following values were computed from the NAD 83(2011) position.
 DL7220
 DL7220;                    North         East     Units Scale Factor Converg.
 DL7220;SPC MN C     -   165,511.505   823,062.995   MT  1.00000610   +0 12 49.7
 DL7220;SPC MN C     -   543,015.66  2,700,332.51   sFT  1.00000610   +0 12 49.7
 DL7220;UTM  15      - 5,048,829.815   425,549.265   MT  0.99966815   -0 40 54.6
 DL7220
 DL7220!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DL7220!SPC MN C     -   0.99995228  x   1.00000610  =   0.99995838
 DL7220!UTM  15      -   0.99995228  x   0.99966815  =   0.99962044
 DL7220
 DL7220_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL2554948829(NAD 83)
 DL7220
 DL7220                          SUPERSEDED SURVEY CONTROL
 DL7220
 DL7220  NAD 83(2007)-  45 35 20.48406(N)    093 57 16.03345(W) AD(2002.00) B
 DL7220  ELLIP H (08/23/10)  304.456  (m)                       GP(2002.00) 4 2
 DL7220  NAD 83(2007)-  45 35 20.48452(N)    093 57 16.03382(W) AD(2002.00) 1
 DL7220  ELLIP H (10/16/09)  304.440  (m)                       GP(2002.00) 3 1
 DL7220  NAVD 88 (08/23/10)  331.8    (m)  GEOID09  model used  GPS OBS        
 DL7220  NAVD 88             331.76   (m)         1088.4    (f) LEVELING    3  
 DL7220
 DL7220.Superseded values are not recommended for survey control.
 DL7220
 DL7220.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL7220.See file dsdata.pdf to determine how the superseded data were derived.
 DL7220
 DL7220_MARKER: I = METAL ROD
 DL7220_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DL7220_STAMPING: RESET 0505 K 1997 2008
 DL7220_MARK LOGO: MNDT
 DL7220_PROJECTION: FLUSH
 DL7220_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DL7220_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL7220_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL7220+SATELLITE: SATELLITE OBSERVATIONS - March 28, 2019
 DL7220_ROD/PIPE-DEPTH: 3.0 meters
 DL7220
 DL7220  HISTORY     - Date     Condition        Report By
 DL7220  HISTORY     - 20081016 MONUMENTED       MNDT
 DL7220  HISTORY     - 20081216 GOOD             MNDT
 DL7220  HISTORY     - 20100810 GOOD             MNDT
 DL7220  HISTORY     - 20151001 GOOD             MNDT
 DL7220  HISTORY     - 20171116 GOOD             MNDT
 DL7220  HISTORY     - 20180801 GOOD             MNDT
 DL7220  HISTORY     - 20180801 GOOD             MNDT
 DL7220  HISTORY     - 20190328 GOOD             MNDT
 DL7220
 DL7220                          STATION DESCRIPTION
 DL7220
 DL7220'DESCRIBED BY MN DEPT OF TRANSP 2008
 DL7220'1.0 MILE NORTHWEST OF DUELM, 2.0 MILES WEST ON TRUNK HIGHWAY 95 FROM
 DL7220'JUNCTION OF TRUNK HIGHWAY 95 AND TRUNK HIGHWAY 25, AT TRUNK HIGHWAY 95
 DL7220'MILEPOINT 5.0, 73.5 FEET SOUTH OF TRUNK HIGHWAY 95, 25.5 FEET
 DL7220'NORTH-NORTHEAST OF POWER POLE, 76.0 FEET SOUTHEAST OF MILEPOINT 5, 2.1
 DL7220'FEET NORTH OF WITNESS POST.
 DL7220
 DL7220                          STATION RECOVERY (2008)
 DL7220
 DL7220'RECOVERY NOTE BY MN DEPT OF TRANSP 2008 (DKH)
 DL7220'1.0 MILE NORTHWEST OF DUELM, 2.0 MILES WEST ON TRUNK HIGHWAY 95 FROM
 DL7220'JUNCTION OF TRUNK HIGHWAY 95 AND TRUNK HIGHWAY 25, AT TRUNK HIGHWAY 95
 DL7220'MILEPOINT 5.0, 73.5 FEET SOUTH OF TRUNK HIGHWAY 95, 25.5 FEET
 DL7220'NORTH-NORTHEAST OF POWER POLE, 76.0 FEET SOUTHEAST OF MILEPOINT 5, 2.1
 DL7220'FEET NORTH OF WITNESS POST.
 DL7220
 DL7220                          STATION RECOVERY (2010)
 DL7220
 DL7220'RECOVERY NOTE BY MN DEPT OF TRANSP 2010 (DRB)
 DL7220'1.0 MI (1.6 KM) NORTHWEST OF DUELM, 2.0 MI (3.2 KM) WEST ON TRUNK
 DL7220'HIGHWAY 95  FROM THE JUNCTION OF TRUNK HIGHWAY 95 AND TRUNK HIGHWAY
 DL7220'25, AT TRUNK HIGHWAY 95 MILE POINT 5.0, 73.5 FT (22.4 M) SOUTH OF
 DL7220'TRUNK HIGHWAY 95, 25.5 FT (7.8 M) NORTH-NORTHEAST OF POWER POLE, 76.0
 DL7220'FT (23.2 M) SOUTHEAST OF MILE POINT 5, 2.1 FT (0.6 M) NORTH OF A
 DL7220'WITNESS POST.
 DL7220
 DL7220                          STATION RECOVERY (2015)
 DL7220
 DL7220'RECOVERY NOTE BY MN DEPT OF TRANSP 2015 (MPP)
 DL7220'1.0 MILE NORTHWEST OF DUELM, 2.0 MILES WEST ALONG TRUNK HIGHWAY 95
 DL7220'FROM JUNCTION OF TRUNK HIGHWAY 95 AND TRUNK HIGHWAY 25, AT TRUNK
 DL7220'HIGHWAY 95 MILEPOST 5.0, 73.5 FEET SOUTH OF TRUNK HIGHWAY 95, 25.5
 DL7220'FEET NORTH-NORTHEAST OF POWER POLE, 76.0 FEET SOUTHEAST OF MILEPOST 5,
 DL7220'2.1 FEET NORTH OF WITNESS POST.
 DL7220
 DL7220                          STATION RECOVERY (2017)
 DL7220
 DL7220'RECOVERY NOTE BY MN DEPT OF TRANSP 2017 (BXB)
 DL7220'1.0 MILE NORTHWEST OF DUELM, 2.0 MILES WEST ALONG TRUNK HIGHWAY 95
 DL7220'FROM THE JUNCTION OF TRUNK HIGHWAY 95 AND TRUNK HIGHWAY 25, AT TRUNK
 DL7220'HIGHWAY 95 MILEPOST 5.0, 73.5 FEET SOUTH OF TRUNK HIGHWAY 95, 25.5
 DL7220'FEET NORTH-NORTHEAST OF A POWER POLE, 76.0 FEET SOUTHEAST OF MILEPOST
 DL7220'5, 2.1 FEET NORTH OF A WITNESS POST.
 DL7220
 DL7220                          STATION RECOVERY (2018)
 DL7220
 DL7220'RECOVERY NOTE BY MN DEPT OF TRANSP 2018 (MAS)
 DL7220'RECOVERED AS DESCRIBED.
 DL7220'
 DL7220'NOTE - THE STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM
 DL7220'ROD DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION REMOVABLE
 DL7220'DISK SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH
 DL7220'PVC PIPE BACK FILLED WITH WASHED SAND.
 DL7220
 DL7220                          STATION RECOVERY (2018)
 DL7220
 DL7220'RECOVERY NOTE BY MN DEPT OF TRANSP 2018 (MAS)
 DL7220'5.8 MI (9.3 KM) SOUTHWEST OF FOLEY, 2.0 MI (3.2 KM) WEST ALONG TRUNK
 DL7220'HIGHWAY 95 FROM THE JUNCTION OF TRUNK HIGHWAY 95 AND TRUNK HIGHWAY 25
 DL7220'(THE JUNCTION IS 5.0 MI (8.0 KM) SOUTH OF FOLEY), AT TRUNK HIGHWAY 95
 DL7220'MILE POINT 5.0, 73.5 FT (22.4 M) SOUTH OF TRUNK HIGHWAY 95, 76.0 FT
 DL7220'(23.2 M) SOUTHEAST OF MILEPOST 5, 25.5 FT (7.8 M) NORTHEAST OF A POWER
 DL7220'POLE, 2.1 FT (0.6 M) NORTH OF A WITNESS POST.
 DL7220
 DL7220                          STATION RECOVERY (2019)
 DL7220
 DL7220'RECOVERY NOTE BY MN DEPT OF TRANSP 2019 (KXV)
 DL7220'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DL7266 ***********************************************************************
 DL7266  DESIGNATION -  0505 L RESET
 DL7266  PID         -  DL7266
 DL7266  STATE/COUNTY-  MN/BENTON
 DL7266  COUNTRY     -  US
 DL7266  USGS QUAD   -  DUELM (2019)
 DL7266
 DL7266                         *CURRENT SURVEY CONTROL
 DL7266  ______________________________________________________________________
 DL7266* NAD 83(2011) POSITION- 45 35 24.26096(N) 093 58 26.35739(W)   ADJUSTED
 DL7266* NAD 83(2011) ELLIP HT-   292.756 (meters)        (06/27/12)   ADJUSTED
 DL7266* NAD 83(2011) EPOCH   -  2010.00
 DL7266* NAVD 88 ORTHO HEIGHT -   320.079 (meters)     1050.13  (feet) ADJUSTED
 DL7266  ______________________________________________________________________
 DL7266  GEOID HEIGHT    -        -27.322 (meters)                     GEOID18
 DL7266  NAD 83(2011) X  -   -309,869.217 (meters)                     COMP
 DL7266  NAD 83(2011) Y  - -4,460,435.831 (meters)                     COMP
 DL7266  NAD 83(2011) Z  -  4,533,689.436 (meters)                     COMP
 DL7266  LAPLACE CORR    -         -3.83  (seconds)                    DEFLEC18
 DL7266  DYNAMIC HEIGHT  -        320.071 (meters)     1050.10  (feet) COMP
 DL7266  MODELED GRAVITY -    980,582.1   (mgal)                       NAVD 88
 DL7266
 DL7266  VERT ORDER      -  SECOND    CLASS I
 DL7266
 DL7266  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DL7266  Standards:
 DL7266         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DL7266            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DL7266  -------------------------------------------------------------------
 DL7266  NETWORK    0.30   0.35           0.13   0.11   0.18      0.03520525
 DL7266  -------------------------------------------------------------------
 DL7266  Click here for local accuracies and other accuracy information.
 DL7266
 DL7266.The horizontal coordinates were established by GPS observations
 DL7266.and adjusted by the National Geodetic Survey in June 2012.
 DL7266
 DL7266.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DL7266.been affixed to the stable North American tectonic plate. See 
 DL7266.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DL7266
 DL7266.The horizontal coordinates are valid at the epoch date displayed above
 DL7266.which is a decimal equivalence of Year/Month/Day.
 DL7266
 DL7266.The orthometric height was determined by differential leveling and
 DL7266.adjusted by the NATIONAL GEODETIC SURVEY
 DL7266.in February 2011.
 DL7266
 DL7266.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL7266.GEOID18 height accuracy estimate available here.
 DL7266
 DL7266.Click photographs - Photos may exist for this station.
 DL7266
 DL7266.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DL7266
 DL7266.The Laplace correction was computed from DEFLEC18 derived deflections.
 DL7266
 DL7266.The ellipsoidal height was determined by GPS observations
 DL7266.and is referenced to NAD 83.
 DL7266
 DL7266.The dynamic height is computed by dividing the NAVD 88
 DL7266.geopotential number by the normal gravity value computed on the
 DL7266.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL7266.degrees latitude (g = 980.6199 gals.).
 DL7266
 DL7266.The modeled gravity was interpolated from observed gravity values.
 DL7266
 DL7266. The following values were computed from the NAD 83(2011) position.
 DL7266
 DL7266;                    North         East     Units Scale Factor Converg.
 DL7266;SPC MN C     -   165,622.603   821,538.210   MT  1.00000587   +0 11 58.8
 DL7266;SPC MN C     -   543,380.16  2,695,329.94   sFT  1.00000587   +0 11 58.8
 DL7266;UTM  15      - 5,048,964.686   424,026.915   MT  0.99967096   -0 41 44.9
 DL7266
 DL7266!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DL7266!SPC MN C     -   0.99995411  x   1.00000587  =   0.99995997
 DL7266!UTM  15      -   0.99995411  x   0.99967096  =   0.99962508
 DL7266
 DL7266:                Primary Azimuth Mark                     Grid Az
 DL7266:SPC MN C     -  0505 M                                   263 45 14.7
 DL7266:UTM  15      -  0505 M                                   264 38 58.4
 DL7266
 DL7266_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL2402648964(NAD 83)
 DL7266
 DL7266|---------------------------------------------------------------------|
 DL7266| PID    Reference Object                     Distance      Geod. Az  |
 DL7266|                                                           dddmmss.s |
 DL7266| AH3252 0505 M                              APPROX. 1.2 KM 2635713.5 |
 DL7266|---------------------------------------------------------------------|
 DL7266
 DL7266                          SUPERSEDED SURVEY CONTROL
 DL7266
 DL7266  NAD 83(2007)-  45 35 24.26116(N)    093 58 26.35837(W) AD(2002.00) 1
 DL7266  ELLIP H (10/16/09)  292.779  (m)                       GP(2002.00) 3 1
 DL7266  NAVD 88             320.08   (m)         1050.1    (f) LEVELING    3  
 DL7266
 DL7266.Superseded values are not recommended for survey control.
 DL7266
 DL7266.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL7266.See file dsdata.pdf to determine how the superseded data were derived.
 DL7266
 DL7266_MARKER: I = METAL ROD
 DL7266_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DL7266_STAMPING: 0505 L RESET 1997 2008
 DL7266_MARK LOGO: MNDT
 DL7266_PROJECTION: RECESSED 5 CENTIMETERS
 DL7266_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DL7266_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL7266_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DL7266+SATELLITE: SATELLITE OBSERVATIONS - August 06, 2018
 DL7266_ROD/PIPE-DEPTH: 18.3 meters
 DL7266
 DL7266  HISTORY     - Date     Condition        Report By
 DL7266  HISTORY     - 20081216 MONUMENTED       MNDT
 DL7266  HISTORY     - 20180806 GOOD             MNDT
 DL7266  HISTORY     - 20180806 GOOD             MNDT
 DL7266
 DL7266                          STATION DESCRIPTION
 DL7266
 DL7266'DESCRIBED BY MN DEPT OF TRANSP 2008
 DL7266'1.25 MILES NORTHWEST OF DUELM, 2.9 MILES WEST ALONG TRUNK HIGHWAY 95
 DL7266'FROM JUNCTION OF TRUNK HIGHWAY 95 AND TRUNK HIGHWAY 25, AT TRUNK
 DL7266'HIGHWAY 95 MILEPOINT 4.1, ABOUT 300 FEET NORTH OF TRUNK HIGHWAY 95,
 DL7266'1.7 FEET WEST OF NORTH-SOUTH FENCE, 9.5 FEET EAST OF PRIVATE DRIVE
 DL7266'NUMBER 9073, 127.0 FEET SOUTH-SOUTHWEST OF POWER POLE, 88.5 FEET WEST
 DL7266'OF 7 INCH WHITE OAK TREE, 1.9 FEET WEST OF WITNESS POST.
 DL7266
 DL7266                          STATION RECOVERY (2018)
 DL7266
 DL7266'RECOVERY NOTE BY MN DEPT OF TRANSP 2018 (MAS)
 DL7266'RECOVERED AS DESCRIBED.
 DL7266'
 DL7266'NOTE-THE STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM ROD
 DL7266'DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION REMOVABLE DISK
 DL7266'SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH PVC
 DL7266'PIPE BACK FILLED WITH WASHED SAND.
 DL7266
 DL7266                          STATION RECOVERY (2018)
 DL7266
 DL7266'RECOVERY NOTE BY MN DEPT OF TRANSP 2018 (MAS)
 DL7266'6.1 MI (9.8 KM) SOUTHWEST OF FOLEY, 2.9 MI (4.7 KM) WEST ALONG TRUNK
 DL7266'HIGHWAY 95 FROM THE JUNCTION OF TRUNK HIGHWAY 95 AND TRUNK HIGHWAY 25
 DL7266'(THE JUNCTION IS 5.0 MI (8.0 KM) SOUTH OF FOLEY), AT TRUNK HIGHWAY 95
 DL7266'MILE POINT 4.1, 300.0 FT (91.4 M) NORTH OF TRUNK HIGHWAY 95, 127.0 FT
 DL7266'(38.7 M) SOUTH-SOUTHWEST OF A POWER POLE, 9.5 FT (2.9 M) EAST OF A
 DL7266'PRIVATE DRIVE NUMBER 9073, 1.9 FT (0.6 M) WEST OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 AH3252 ***********************************************************************
 AH3252  DESIGNATION -  0505 M
 AH3252  PID         -  AH3252
 AH3252  STATE/COUNTY-  MN/BENTON
 AH3252  COUNTRY     -  US
 AH3252  USGS QUAD   -  DUELM (2019)
 AH3252
 AH3252                         *CURRENT SURVEY CONTROL
 AH3252  ______________________________________________________________________
 AH3252* NAD 83(2011) POSITION- 45 35 19.99889(N) 093 59 23.61437(W)   ADJUSTED
 AH3252* NAD 83(2011) ELLIP HT-   297.059 (meters)        (06/27/12)   ADJUSTED
 AH3252* NAD 83(2011) EPOCH   -  2010.00
 AH3252* NAVD 88 ORTHO HEIGHT -   324.353 (meters)     1064.15  (feet) ADJUSTED
 AH3252  ______________________________________________________________________
 AH3252  GEOID HEIGHT    -        -27.301 (meters)                     GEOID18
 AH3252  NAD 83(2011) X  -   -311,114.126 (meters)                     COMP
 AH3252  NAD 83(2011) Y  - -4,460,446.419 (meters)                     COMP
 AH3252  NAD 83(2011) Z  -  4,533,600.424 (meters)                     COMP
 AH3252  LAPLACE CORR    -         -3.88  (seconds)                    DEFLEC18
 AH3252  DYNAMIC HEIGHT  -        324.346 (meters)     1064.13  (feet) COMP
 AH3252  MODELED GRAVITY -    980,582.7   (mgal)                       NAVD 88
 AH3252
 AH3252  VERT ORDER      -  SECOND    CLASS I
 AH3252
 AH3252  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AH3252  Standards:
 AH3252         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AH3252            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AH3252  -------------------------------------------------------------------
 AH3252  NETWORK    0.26   0.35           0.12   0.09   0.18      0.01775883
 AH3252  -------------------------------------------------------------------
 AH3252  Click here for local accuracies and other accuracy information.
 AH3252
 AH3252.The horizontal coordinates were established by GPS observations
 AH3252.and adjusted by the National Geodetic Survey in June 2012.
 AH3252
 AH3252.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AH3252.been affixed to the stable North American tectonic plate. See 
 AH3252.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AH3252
 AH3252.The horizontal coordinates are valid at the epoch date displayed above
 AH3252.which is a decimal equivalence of Year/Month/Day.
 AH3252
 AH3252.The orthometric height was determined by differential leveling and
 AH3252.adjusted by the NATIONAL GEODETIC SURVEY
 AH3252.in August 2004.
 AH3252
 AH3252.Significant digits in the geoid height do not necessarily reflect accuracy.
 AH3252.GEOID18 height accuracy estimate available here.
 AH3252
 AH3252.Click photographs - Photos may exist for this station.
 AH3252
 AH3252.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AH3252
 AH3252.The Laplace correction was computed from DEFLEC18 derived deflections.
 AH3252
 AH3252.The ellipsoidal height was determined by GPS observations
 AH3252.and is referenced to NAD 83.
 AH3252
 AH3252.The dynamic height is computed by dividing the NAVD 88
 AH3252.geopotential number by the normal gravity value computed on the
 AH3252.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH3252.degrees latitude (g = 980.6199 gals.).
 AH3252
 AH3252.The modeled gravity was interpolated from observed gravity values.
 AH3252
 AH3252. The following values were computed from the NAD 83(2011) position.
 AH3252
 AH3252;                    North         East     Units Scale Factor Converg.
 AH3252;SPC MN C     -   165,486.820   820,297.544   MT  1.00000613   +0 11 17.4
 AH3252;SPC MN C     -   542,934.68  2,691,259.53   sFT  1.00000613   +0 11 17.4
 AH3252;UTM  15      - 5,048,848.345   422,784.693   MT  0.99967330   -0 42 25.7
 AH3252
 AH3252!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH3252!SPC MN C     -   0.99995343  x   1.00000613  =   0.99995956
 AH3252!UTM  15      -   0.99995343  x   0.99967330  =   0.99962675
 AH3252
 AH3252:                Primary Azimuth Mark                     Grid Az
 AH3252:SPC MN C     -  0505 L RESET                             083 45 15.2
 AH3252:UTM  15      -  0505 L RESET                             084 38 58.3
 AH3252
 AH3252_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL2278448848(NAD 83)
 AH3252
 AH3252|---------------------------------------------------------------------|
 AH3252| PID    Reference Object                     Distance      Geod. Az  |
 AH3252|                                                           dddmmss.s |
 AH3252| DL7266 0505 L RESET                        APPROX. 1.2 KM 0835632.6 |
 AH3252| AH3253 0505 L                              APPROX. 1.2 KM 0835632.5 |
 AH3252|---------------------------------------------------------------------|
 AH3252
 AH3252                          SUPERSEDED SURVEY CONTROL
 AH3252
 AH3252  NAD 83(2007)-  45 35 19.99900(N)    093 59 23.61541(W) AD(2002.00) 0
 AH3252  ELLIP H (02/10/07)  297.085  (m)                       GP(2002.00)    
 AH3252  NAD 83(1996)-  45 35 19.99876(N)    093 59 23.61519(W) AD(       ) 1
 AH3252  ELLIP H (09/28/98)  297.124  (m)                       GP(       ) 4 1
 AH3252  NAVD 88             324.36   (m)         1064.2    (f) LEVELING    3  
 AH3252
 AH3252.Superseded values are not recommended for survey control.
 AH3252
 AH3252.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH3252.See file dsdata.pdf to determine how the superseded data were derived.
 AH3252
 AH3252_MARKER: DD = SURVEY DISK
 AH3252_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 AH3252_STAMPING: 0505 M 1997
 AH3252_MARK LOGO: MNDT
 AH3252_PROJECTION: RECESSED 5 CENTIMETERS
 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 - June 10, 2020
 AH3252_ROD/PIPE-DEPTH: 9.1 meters
 AH3252
 AH3252  HISTORY     - Date     Condition        Report By
 AH3252  HISTORY     - 1997     MONUMENTED       MNDT
 AH3252  HISTORY     - 19970401 GOOD             MNDT
 AH3252  HISTORY     - 20081014 GOOD             MNDT
 AH3252  HISTORY     - 20180806 GOOD             MNDT
 AH3252  HISTORY     - 20200610 GOOD             MNDT
 AH3252
 AH3252                          STATION DESCRIPTION
 AH3252
 AH3252'DESCRIBED BY MN DEPT OF TRANSP 1997 (WAS)
 AH3252'3 MI (4.8 KM) WNW OF DUELM, 3.7 MI (6.0 KM) WEST ALONG TH 95 FROM JCT
 AH3252'OF TH 95 AND TH 25, AT TH 95 MP 3.3, 66.0 FT (20.1 M) SOUTH OF TH 95,
 AH3252'36.4 FT (11.1 M) WNW OF P-POLE, 3.0 FT (0.9 M) EAST OF WIT POST, FLUSH
 AH3252'WITH GROUND.
 AH3252
 AH3252                          STATION RECOVERY (1997)
 AH3252
 AH3252'RECOVERY NOTE BY MN DEPT OF TRANSP 1997 (WAS)
 AH3252'3 MI (4.8 KM) WNW OF DUELM, 3.7 MI (6.0 KM) WEST ALONG TH 95 FROM JCT
 AH3252'OF TH 95 AND TH 25, AT TH 95 MP 3.3, 66.0 FT (20.1 M) SOUTH OF TH 95,
 AH3252'36.4 FT (11.1 M) WNW OF P-POLE, 3.0 FT (0.9 M) EAST OF WIT POST, FLUSH
 AH3252'WITH GROUND.
 AH3252
 AH3252                          STATION RECOVERY (2008)
 AH3252
 AH3252'RECOVERY NOTE BY MN DEPT OF TRANSP 2008 (MPP)
 AH3252'3.0 MILES WEST-NORTHWEST OF DUELM, 3.7 MILES WEST ALONG TRUNK HIGHWAY
 AH3252'95 FROM JUNCTION OF TRUNK HIGHWAY 95 AND TRUNK HIGHWAY 25, AT TRUNK
 AH3252'HIGHWAY 95 MILEPOINT 3.3, 66.0 FEET SOUTH OF TRUNK HIGHWAY 95, 36.4
 AH3252'FEET WEST-NORTHWEST OF POWER POLE, 3.0 FEET EAST OF WITNESS POST.
 AH3252
 AH3252                          STATION RECOVERY (2018)
 AH3252
 AH3252'RECOVERY NOTE BY MN DEPT OF TRANSP 2018 (MAS)
 AH3252'6.6 MI (10.6 KM) SOUTHWEST OF FOLEY, 3.7 MI (6.0 KM) WEST ALONG TRUNK
 AH3252'HIGHWAY 95 FROM THE JUNCTION OF TRUNK HIGHWAY 95 AND TRUNK HIGHWAY 25
 AH3252'(THE JUNCTION IS 5.0 MI (8.0 KM) SOUTH OF FOLEY), AT TRUNK HIGHWAY 95
 AH3252'MILE POINT 3.3, 66.0 FT (20.1 M) SOUTH OF TRUNK HIGHWAY 95, 36.4 FT
 AH3252'(11.1 M) WEST-NORTHWEST OF A POWER POLE, 3.0 FT (0.9 M) EAST OF A
 AH3252'WITNESS POST.
 AH3252
 AH3252                          STATION RECOVERY (2020)
 AH3252
 AH3252'RECOVERY NOTE BY MN DEPT OF TRANSP 2020 (TJD)
 AH3252'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DR2901 ***********************************************************************
 DR2901  DESIGNATION -  0505 N RESET
 DR2901  PID         -  DR2901
 DR2901  STATE/COUNTY-  MN/BENTON
 DR2901  COUNTRY     -  US
 DR2901  USGS QUAD   -  CABLE (2019)
 DR2901
 DR2901                         *CURRENT SURVEY CONTROL
 DR2901  ______________________________________________________________________
 DR2901* NAD 83(2011) POSITION- 45 35 16.07286(N) 094 00 27.17782(W)   ADJUSTED
 DR2901* NAD 83(2011) ELLIP HT-   293.786 (meters)        (03/30/20)   ADJUSTED
 DR2901* NAD 83(2011) EPOCH   -  2010.00
 DR2901* NAVD 88 ORTHO HEIGHT -   321.058 (meters)     1053.34  (feet) ADJUSTED
 DR2901  ______________________________________________________________________
 DR2901  GEOID HEIGHT    -        -27.276 (meters)                     GEOID18
 DR2901  NAD 83(2011) X  -   -312,494.553 (meters)                     COMP
 DR2901  NAD 83(2011) Y  - -4,460,434.424 (meters)                     COMP
 DR2901  NAD 83(2011) Z  -  4,533,513.259 (meters)                     COMP
 DR2901  LAPLACE CORR    -         -3.82  (seconds)                    DEFLEC18
 DR2901  DYNAMIC HEIGHT  -        321.050 (meters)     1053.31  (feet) COMP
 DR2901  MODELED GRAVITY -    980,581.5   (mgal)                       NAVD 88
 DR2901
 DR2901  VERT ORDER      -  SECOND    CLASS I
 DR2901
 DR2901  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DR2901  Standards:
 DR2901         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DR2901            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DR2901  -------------------------------------------------------------------
 DR2901  NETWORK    0.72   1.18           0.33   0.24   0.60      0.06621669
 DR2901  -------------------------------------------------------------------
 DR2901  Click here for local accuracies and other accuracy information.
 DR2901
 DR2901.The horizontal coordinates were established by GPS observations
 DR2901.and adjusted by the MN DEPT OF TRANSP in March 2020.
 DR2901
 DR2901.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DR2901.been affixed to the stable North American tectonic plate. See 
 DR2901.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DR2901
 DR2901.The horizontal coordinates are valid at the epoch date displayed above
 DR2901.which is a decimal equivalence of Year/Month/Day.
 DR2901
 DR2901.The orthometric height was determined by differential leveling and
 DR2901.adjusted by the NATIONAL GEODETIC SURVEY
 DR2901.in April 2021.
 DR2901
 DR2901.Significant digits in the geoid height do not necessarily reflect accuracy.
 DR2901.GEOID18 height accuracy estimate available here.
 DR2901
 DR2901.Click photographs - Photos may exist for this station.
 DR2901
 DR2901.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DR2901
 DR2901.The Laplace correction was computed from DEFLEC18 derived deflections.
 DR2901
 DR2901.The ellipsoidal height was determined by GPS observations
 DR2901.and is referenced to NAD 83.
 DR2901
 DR2901.The dynamic height is computed by dividing the NAVD 88
 DR2901.geopotential number by the normal gravity value computed on the
 DR2901.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DR2901.degrees latitude (g = 980.6199 gals.).
 DR2901
 DR2901.The modeled gravity was interpolated from observed gravity values.
 DR2901
 DR2901. The following values were computed from the NAD 83(2011) position.
 DR2901
 DR2901;                    North         East     Units Scale Factor Converg.
 DR2901;SPC MN C     -   165,361.239   818,920.087   MT  1.00000638   +0 10 31.4
 DR2901;SPC MN C     -   542,522.66  2,686,740.32   sFT  1.00000638   +0 10 31.4
 DR2901;UTM  15      - 5,048,744.336   421,405.901   MT  0.99967594   -0 43 11.1
 DR2901
 DR2901!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DR2901!SPC MN C     -   0.99995394  x   1.00000638  =   0.99996032
 DR2901!UTM  15      -   0.99995394  x   0.99967594  =   0.99962990
 DR2901
 DR2901_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL2140548744(NAD 83)
 DR2901
 DR2901                          SUPERSEDED SURVEY CONTROL
 DR2901
 DR2901.No superseded survey control is available for this station.
 DR2901
 DR2901_MARKER: I = METAL ROD
 DR2901_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 DR2901+WITH SETTING: INFORMATION.
 DR2901_STAMPING: 0505 N RESET 2018
 DR2901_MARK LOGO: MNDT
 DR2901_PROJECTION: RECESSED 36 CENTIMETERS
 DR2901_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DR2901_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DR2901_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DR2901+SATELLITE: SATELLITE OBSERVATIONS - March 12, 2019
 DR2901_ROD/PIPE-DEPTH: 22.1 meters
 DR2901
 DR2901  HISTORY     - Date     Condition        Report By
 DR2901  HISTORY     - 20180806 MONUMENTED       MNDT
 DR2901  HISTORY     - 20190312 GOOD             MNDT
 DR2901
 DR2901                          STATION DESCRIPTION
 DR2901
 DR2901'DESCRIBED BY MN DEPT OF TRANSP 2018
 DR2901'THE MARK IS LOCATED ABOUT 6.5 MI (10.5 KM) EAST-NORTHEAST OF ST.
 DR2901'CLOUD.
 DR2901'
 DR2901'TO REACH THE MARK GO 2.1 MI (3.4 KM) EAST ALONG TRUNK HIGHWAY 95 FROM
 DR2901'THE JUNCTION OF TRUNK HIGHWAY 85 AND TRUNK HIGHWAY 23 (THE JUNCTION
 DR2901'6.0 EAST OF ST. CLOUD), AT TRUNK HIGHWAY 95 MILE POINT 2.4.
 DR2901'
 DR2901'THE MARK IS 283.4 FT (86.4 M) SOUTH OF TRUNK HIGHWAY 95, 33.2 FT (10.1
 DR2901'M) EAST OF COUNTY ROAD 25, 3.8 FT (1.2 M) WEST OF A WITNESS POST.
 DR2901'
 DR2901'NOTE - THE STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM
 DR2901'ROD DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION REMOVABLE
 DR2901'DISK SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH
 DR2901'PVC PIPE BACK FILLED WITH WASHED SAND.
 DR2901
 DR2901                          STATION RECOVERY (2019)
 DR2901
 DR2901'RECOVERY NOTE BY MN DEPT OF TRANSP 2019 (MXM)
 DR2901'6.5 MILES EAST-NORTHEAST OF ST. CLOUD, 2.1 MILES EAST ALONG TRUNK
 DR2901'HIGHWAY 95 FROM THE JUNCTION OF TRUNK HIGHWAY 85 AND TRUNK HIGHWAY 23
 DR2901'(THE JUNCTION 6.0 EAST OF ST. CLOUD), AT TRUNK HIGHWAY 95 MILEPOINT
 DR2901'2.4, 283.4 FEET SOUTH OF TRUNK HIGHWAY 95, 33.2 FEET EAST OF COUNTY
 DR2901'ROAD 25, 3.8 FEET WEST OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DL7267 ***********************************************************************
 DL7267  DESIGNATION -  0505 P RESET
 DL7267  PID         -  DL7267
 DL7267  STATE/COUNTY-  MN/BENTON
 DL7267  COUNTRY     -  US
 DL7267  USGS QUAD   -  CABLE (2019)
 DL7267
 DL7267                         *CURRENT SURVEY CONTROL
 DL7267  ______________________________________________________________________
 DL7267* NAD 83(2011) POSITION- 45 35 15.75769(N) 094 01 41.59350(W)   ADJUSTED
 DL7267* NAD 83(2011) ELLIP HT-   292.042 (meters)        (06/27/12)   ADJUSTED
 DL7267* NAD 83(2011) EPOCH   -  2010.00
 DL7267* NAVD 88 ORTHO HEIGHT -   319.287 (meters)     1047.53  (feet) ADJUSTED
 DL7267  ______________________________________________________________________
 DL7267  GEOID HEIGHT    -        -27.246 (meters)                     GEOID18
 DL7267  NAD 83(2011) X  -   -314,104.159 (meters)                     COMP
 DL7267  NAD 83(2011) Y  - -4,460,327.109 (meters)                     COMP
 DL7267  NAD 83(2011) Z  -  4,533,505.204 (meters)                     COMP
 DL7267  LAPLACE CORR    -         -3.86  (seconds)                    DEFLEC18
 DL7267  DYNAMIC HEIGHT  -        319.280 (meters)     1047.50  (feet) COMP
 DL7267  MODELED GRAVITY -    980,583.0   (mgal)                       NAVD 88
 DL7267
 DL7267  VERT ORDER      -  SECOND    CLASS I
 DL7267
 DL7267  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DL7267  Standards:
 DL7267         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DL7267            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DL7267  -------------------------------------------------------------------
 DL7267  NETWORK    0.29   0.35           0.13   0.10   0.18     -0.04034056
 DL7267  -------------------------------------------------------------------
 DL7267  Click here for local accuracies and other accuracy information.
 DL7267
 DL7267.The horizontal coordinates were established by GPS observations
 DL7267.and adjusted by the National Geodetic Survey in June 2012.
 DL7267
 DL7267.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DL7267.been affixed to the stable North American tectonic plate. See 
 DL7267.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DL7267
 DL7267.The horizontal coordinates are valid at the epoch date displayed above
 DL7267.which is a decimal equivalence of Year/Month/Day.
 DL7267
 DL7267.The orthometric height was determined by differential leveling and
 DL7267.adjusted by the NATIONAL GEODETIC SURVEY
 DL7267.in February 2011.
 DL7267
 DL7267.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL7267.GEOID18 height accuracy estimate available here.
 DL7267
 DL7267.Click photographs - Photos may exist for this station.
 DL7267
 DL7267.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DL7267
 DL7267.The Laplace correction was computed from DEFLEC18 derived deflections.
 DL7267
 DL7267.The ellipsoidal height was determined by GPS observations
 DL7267.and is referenced to NAD 83.
 DL7267
 DL7267.The dynamic height is computed by dividing the NAVD 88
 DL7267.geopotential number by the normal gravity value computed on the
 DL7267.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL7267.degrees latitude (g = 980.6199 gals.).
 DL7267
 DL7267.The modeled gravity was interpolated from observed gravity values.
 DL7267
 DL7267. The following values were computed from the NAD 83(2011) position.
 DL7267
 DL7267;                    North         East     Units Scale Factor Converg.
 DL7267;SPC MN C     -   165,346.782   817,307.017   MT  1.00000640   +0 09 37.6
 DL7267;SPC MN C     -   542,475.23  2,681,448.10   sFT  1.00000640   +0 09 37.6
 DL7267;UTM  15      - 5,048,755.074   419,793.332   MT  0.99967909   -0 44 04.3
 DL7267
 DL7267!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DL7267!SPC MN C     -   0.99995422  x   1.00000640  =   0.99996062
 DL7267!UTM  15      -   0.99995422  x   0.99967909  =   0.99963332
 DL7267
 DL7267:                Primary Azimuth Mark                     Grid Az
 DL7267:SPC MN C     -  MINDEN                                   356 50 33.0
 DL7267:UTM  15      -  MINDEN                                   357 44 14.9
 DL7267
 DL7267_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL1979348755(NAD 83)
 DL7267
 DL7267|---------------------------------------------------------------------|
 DL7267| PID    Reference Object                     Distance      Geod. Az  |
 DL7267|                                                           dddmmss.s |
 DL7267| AH3250 MINDEN                              475.681 METERS 3570010.6 |
 DL7267|---------------------------------------------------------------------|
 DL7267
 DL7267                          SUPERSEDED SURVEY CONTROL
 DL7267
 DL7267  NAD 83(2007)-  45 35 15.75784(N)    094 01 41.59439(W) AD(2002.00) 1
 DL7267  ELLIP H (10/16/09)  292.063  (m)                       GP(2002.00) 3 1
 DL7267  NAVD 88             319.29   (m)         1047.5    (f) LEVELING    3  
 DL7267
 DL7267.Superseded values are not recommended for survey control.
 DL7267
 DL7267.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL7267.See file dsdata.pdf to determine how the superseded data were derived.
 DL7267
 DL7267_MARKER: I = METAL ROD
 DL7267_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DL7267_STAMPING: 0505 P RESET 1997 2008
 DL7267_MARK LOGO: MNDT
 DL7267_PROJECTION: RECESSED 5 CENTIMETERS
 DL7267_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DL7267_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL7267_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL7267+SATELLITE: SATELLITE OBSERVATIONS - June 10, 2020
 DL7267_ROD/PIPE-DEPTH: 4.6 meters
 DL7267
 DL7267  HISTORY     - Date     Condition        Report By
 DL7267  HISTORY     - 20081216 MONUMENTED       MNDT
 DL7267  HISTORY     - 20170427 GOOD             MNDT
 DL7267  HISTORY     - 20180802 GOOD             MNDT
 DL7267  HISTORY     - 20200610 GOOD             MNDT
 DL7267
 DL7267                          STATION DESCRIPTION
 DL7267
 DL7267'DESCRIBED BY MN DEPT OF TRANSP 2008
 DL7267'6.5 MILES EAST-NORTHEAST OF SAINT CLOUD, 1.1 MILES EAST ON TRUNK
 DL7267'HIGHWAY 95 FROM JUNCTION OF TRUNK HIGHWAY 95 AND TRUNK HIGHWAY 23, AT
 DL7267'TRUNK HIGHWAY 95 MILEPOINT 1.4, 176.0 FEET SOUTH OF TRUNK HIGHWAY 95,
 DL7267'31 FEET EAST OF TOWNSHIP ROAD 9, 1.8 FEET SOUTH OF CONCRETE
 DL7267'RIGHT-OF-WAY POST, 95.0 FEET EAST-SOUTHEAST OF SOUTHEAST CORNER OF
 DL7267'HOUSE, 2.2 FEET NORTH OF WITNESS POST.
 DL7267
 DL7267                          STATION RECOVERY (2017)
 DL7267
 DL7267'RECOVERY NOTE BY MN DEPT OF TRANSP 2017 (MAS)
 DL7267'RECOVERED AS DESCRIBED.
 DL7267
 DL7267                          STATION RECOVERY (2018)
 DL7267
 DL7267'RECOVERY NOTE BY MN DEPT OF TRANSP 2018 (MAS)
 DL7267'6.5 MI (10.5 KM) EAST-NORTHEAST OF ST. CLOUD, 1.1 MI (1.8 KM) EAST ON
 DL7267'TRUNK HIGHWAY 95 FROM THE JUNCTION OF TRUNK HIGHWAY 95 AND TRUNK
 DL7267'HIGHWAY 23 (THE JUNCTION IS 6.0 MI (9.7 KM) EAST OF ST. CLOUD), AT
 DL7267'TRUNK HIGHWAY 95 MILE POINT 1.4, 176.0 FT (53.6 M) SOUTH OF TRUNK
 DL7267'HIGHWAY 95, 31.0 FT (9.4 M) EAST OF 65TH AVENUE NORTHEAST, 95.0 FT
 DL7267'(29.0 M) EAST-SOUTHEAST OF THE SOUTHEAST CORNER OF A HOUSE, 1.8 FT
 DL7267'(0.5 M) SOUTH OF A CONCRETE RIGHT-OF-WAY POST, 2.2 FT (0.7 M) NORTH OF
 DL7267'A WITNESS POST.
 DL7267'
 DL7267'THE STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM ROD
 DL7267'DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION REMOVABLE DISK
 DL7267'SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH PVC
 DL7267'PIPE BACK FILLED WITH WASHED SAND.
 DL7267
 DL7267                          STATION RECOVERY (2020)
 DL7267
 DL7267'RECOVERY NOTE BY MN DEPT OF TRANSP 2020 (TJD)
 DL7267'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 AI0366 ***********************************************************************
 AI0366  DESIGNATION -  0505 Q
 AI0366  PID         -  AI0366
 AI0366  STATE/COUNTY-  MN/BENTON
 AI0366  COUNTRY     -  US
 AI0366  USGS QUAD   -  CABLE (2019)
 AI0366
 AI0366                         *CURRENT SURVEY CONTROL
 AI0366  ______________________________________________________________________
 AI0366* NAD 83(1986) POSITION- 45 35 17.35   (N) 094 02 29.68   (W)   HD_HELD1
 AI0366* NAVD 88 ORTHO HEIGHT -   313.934 (meters)     1029.97  (feet) ADJUSTED
 AI0366  ______________________________________________________________________
 AI0366  GEOID HEIGHT    -        -27.226 (meters)                     GEOID18
 AI0366  DYNAMIC HEIGHT  -        313.927 (meters)     1029.94  (feet) COMP
 AI0366  MODELED GRAVITY -    980,584.0   (mgal)                       NAVD 88
 AI0366
 AI0366  VERT ORDER      -  SECOND    CLASS I
 AI0366
 AI0366.The horizontal coordinates were determined by differentially corrected
 AI0366.hand held GPS observations or other comparable positioning techniques
 AI0366.and have an estimated accuracy of +/- 3 meters.
 AI0366
 AI0366.The orthometric height was determined by differential leveling and
 AI0366.adjusted by the NATIONAL GEODETIC SURVEY
 AI0366.in August 2004.
 AI0366
 AI0366.Significant digits in the geoid height do not necessarily reflect accuracy.
 AI0366.GEOID18 height accuracy estimate available here.
 AI0366
 AI0366.Click photographs - Photos may exist for this station.
 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     -   165,393.1     816,264.5     MT  (+/- 3 meters HH1 GPS) 
 AI0366
 AI0366_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL1875248817(NAD 83)
 AI0366
 AI0366                          SUPERSEDED SURVEY CONTROL
 AI0366
 AI0366.No superseded survey control is available for this station.
 AI0366
 AI0366_MARKER: DV = VERTICAL CONTROL DISK
 AI0366_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 AI0366_SP_SET: ABUTMENT
 AI0366_STAMPING: 0505 Q 1997
 AI0366_MARK LOGO: MNDT
 AI0366_MAGNETIC: N = NO MAGNETIC MATERIAL
 AI0366_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AI0366_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AI0366+SATELLITE: SATELLITE OBSERVATIONS - August 02, 2018
 AI0366
 AI0366  HISTORY     - Date     Condition        Report By
 AI0366  HISTORY     - 1997     MONUMENTED       MNDT
 AI0366  HISTORY     - 20170427 GOOD             MNDT
 AI0366  HISTORY     - 20180802 GOOD             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.
 AI0366
 AI0366                          STATION RECOVERY (2017)
 AI0366
 AI0366'RECOVERY NOTE BY MN DEPT OF TRANSP 2017 (MAS)
 AI0366'RECOVERED IN GOOD CONDITION.
 AI0366
 AI0366                          STATION RECOVERY (2018)
 AI0366
 AI0366'RECOVERY NOTE BY MN DEPT OF TRANSP 2018 (MAS)
 AI0366'6.0 MI (9.7 KM) EAST-NORTHEAST OF ST. CLOUD, IN THE RAIL IN THE
 AI0366'SOUTHEAST CORNER OF TRUNK HIGHWAY 95 BRIDGE NUMBER 05015 OVER THE ELK
 AI0366'RIVER, 0.45 MI (0.72 KM) EAST ALONG TRUNK HIGHWAY 95 FROM THE JUNCTION
 AI0366'OF TRUNK HIGHWAY 95 AND TRUNK HIGHWAY 23 (THE JUNCTION IS 6.0 MI (9.7
 AI0366'KM) EAST OF ST. CLOUD), AT TRUNK HIGHWAY 95 MILE POINT 0.75, 25.0 FT
 AI0366'(7.6 M) SOUTH OF TRUNK HIGHWAY 95, 17.6 FT (5.4 M) WEST OF THE
 AI0366'SOUTHEAST CORNER OF BRIDGE NUMBER 05015.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DR2908 ***********************************************************************
 DR2908  DESIGNATION -  0505 R RESET
 DR2908  PID         -  DR2908
 DR2908  STATE/COUNTY-  MN/BENTON
 DR2908  COUNTRY     -  US
 DR2908  USGS QUAD   -  SANTIAGO (2019)
 DR2908
 DR2908                         *CURRENT SURVEY CONTROL
 DR2908  ______________________________________________________________________
 DR2908* NAD 83(1986) POSITION- 45 35 21.02   (N) 093 45 35.42   (W)   HD_HELD1
 DR2908* NAVD 88 ORTHO HEIGHT -   314.254 (meters)     1031.02  (feet) ADJUSTED
 DR2908  ______________________________________________________________________
 DR2908  GEOID HEIGHT    -        -27.586 (meters)                     GEOID18
 DR2908  DYNAMIC HEIGHT  -        314.247 (meters)     1030.99  (feet) COMP
 DR2908  MODELED GRAVITY -    980,585.3   (mgal)                       NAVD 88
 DR2908
 DR2908  VERT ORDER      -  SECOND    CLASS I
 DR2908
 DR2908.The horizontal coordinates were determined by differentially corrected
 DR2908.hand held GPS observations or other comparable positioning techniques
 DR2908.and have an estimated accuracy of +/- 3 meters.
 DR2908
 DR2908.The orthometric height was determined by differential leveling and
 DR2908.adjusted by the NATIONAL GEODETIC SURVEY
 DR2908.in April 2021.
 DR2908
 DR2908.Significant digits in the geoid height do not necessarily reflect accuracy.
 DR2908.GEOID18 height accuracy estimate available here.
 DR2908
 DR2908.Click photographs - Photos may exist for this station.
 DR2908
 DR2908.The dynamic height is computed by dividing the NAVD 88
 DR2908.geopotential number by the normal gravity value computed on the
 DR2908.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DR2908.degrees latitude (g = 980.6199 gals.).
 DR2908
 DR2908.The modeled gravity was interpolated from observed gravity values.
 DR2908
 DR2908;                    North         East    Units  Estimated Accuracy
 DR2908;SPC MN C     -   165,603.4     838,249.5     MT  (+/- 3 meters HH1 GPS) 
 DR2908
 DR2908_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL4073048684(NAD 83)
 DR2908
 DR2908                          SUPERSEDED SURVEY CONTROL
 DR2908
 DR2908.No superseded survey control is available for this station.
 DR2908
 DR2908_MARKER: I = METAL ROD
 DR2908_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DR2908_STAMPING: 0505 R RESET 2018
 DR2908_MARK LOGO: MNDT
 DR2908_PROJECTION: RECESSED 8 CENTIMETERS
 DR2908_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DR2908_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DR2908_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DR2908+SATELLITE: SATELLITE OBSERVATIONS - July 31, 2018
 DR2908_ROD/PIPE-DEPTH: 5.8 meters
 DR2908
 DR2908  HISTORY     - Date     Condition        Report By
 DR2908  HISTORY     - 20180731 MONUMENTED       MNDT
 DR2908
 DR2908                          STATION DESCRIPTION
 DR2908
 DR2908'DESCRIBED BY MN DEPT OF TRANSP 2018
 DR2908'THE MARK IS LOCATED ABOUT 9.0 MI (14.5 KM) SOUTHEAST OF FOLEY.
 DR2908'
 DR2908'TO REACH THE MARK GO 7.45 MI (11.99 KM) EAST ALONG TRUNK HIGHWAY 95
 DR2908'FROM THE JUNCTION TRUNK HIGHWAY 95 AND TRUNK HIGHWAY 25 (THE JUNCTION
 DR2908'IS 5.0 MI (8.0 KM) SOUTH OF FOLEY), AT TRUNK HIGHWAY 95 MILE POINT
 DR2908'14.4.
 DR2908'
 DR2908'HE MARK IS 102.4 FT (31.2 M) NORTH OF TRUNK HIGHWAY 95, 17.0 FT (5.2
 DR2908'M) WEST OF A TRAIL, 3.2 FT (1.0 M) WEST OF A RIGHT-OF-WAY POST, 2.3 FT
 DR2908'(0.7 M) SOUTH OF A WITNESS POST.
 DR2908'
 DR2908'NOTE-THE STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM ROD
 DR2908'DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION REMOVABLE DISK
 DR2908'SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH PVC
 DR2908'PIPE BACK FILLED WITH WASHED SAND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DK8171 ***********************************************************************
 DK8171  DESIGNATION -  0505 R1
 DK8171  PID         -  DK8171
 DK8171  STATE/COUNTY-  MN/BENTON
 DK8171  COUNTRY     -  US
 DK8171  USGS QUAD   -  SANTIAGO (2019)
 DK8171
 DK8171                         *CURRENT SURVEY CONTROL
 DK8171  ______________________________________________________________________
 DK8171* NAD 83(1986) POSITION- 45 34 00.37   (N) 093 46 11.59   (W)   HD_HELD1
 DK8171* NAVD 88 ORTHO HEIGHT -   315.048 (meters)     1033.62  (feet) ADJUSTED
 DK8171  ______________________________________________________________________
 DK8171  GEOID HEIGHT    -        -27.603 (meters)                     GEOID18
 DK8171  DYNAMIC HEIGHT  -        315.041 (meters)     1033.60  (feet) COMP
 DK8171  MODELED GRAVITY -    980,584.7   (mgal)                       NAVD 88
 DK8171
 DK8171  VERT ORDER      -  SECOND    CLASS I
 DK8171
 DK8171.The horizontal coordinates were determined by differentially corrected
 DK8171.hand held GPS observations or other comparable positioning techniques
 DK8171.and have an estimated accuracy of +/- 3 meters.
 DK8171
 DK8171.The orthometric height was determined by differential leveling and
 DK8171.adjusted by the NATIONAL GEODETIC SURVEY
 DK8171.in May 2009.
 DK8171
 DK8171.No vertical observational check was made to the station.
 DK8171
 DK8171.Significant digits in the geoid height do not necessarily reflect accuracy.
 DK8171.GEOID18 height accuracy estimate available here.
 DK8171
 DK8171.Click photographs - Photos may exist for this station.
 DK8171
 DK8171.The dynamic height is computed by dividing the NAVD 88
 DK8171.geopotential number by the normal gravity value computed on the
 DK8171.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK8171.degrees latitude (g = 980.6199 gals.).
 DK8171
 DK8171.The modeled gravity was interpolated from observed gravity values.
 DK8171
 DK8171;                    North         East    Units  Estimated Accuracy
 DK8171;SPC MN C     -   163,108.7     837,480.6     MT  (+/- 3 meters HH1 GPS) 
 DK8171
 DK8171_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL3992246202(NAD 83)
 DK8171
 DK8171                          SUPERSEDED SURVEY CONTROL
 DK8171
 DK8171.No superseded survey control is available for this station.
 DK8171
 DK8171_MARKER: DD = SURVEY DISK
 DK8171_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DK8171_STAMPING: 0505 R1 2006
 DK8171_MARK LOGO: MNDT
 DK8171_PROJECTION: FLUSH
 DK8171_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DK8171_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DK8171_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DK8171+SATELLITE: SATELLITE OBSERVATIONS - July 31, 2018
 DK8171_ROD/PIPE-DEPTH: 7.6 meters
 DK8171
 DK8171  HISTORY     - Date     Condition        Report By
 DK8171  HISTORY     - 20061024 MONUMENTED       MNDT
 DK8171  HISTORY     - 20180731 GOOD             MNDT
 DK8171  HISTORY     - 20180731 GOOD             MNDT
 DK8171
 DK8171                          STATION DESCRIPTION
 DK8171
 DK8171'DESCRIBED BY MN DEPT OF TRANSP 2006
 DK8171'THE STATION IS LOCATED ABOUT 8.6 MI (13.8 KM) NORTH OF ORROCK, 8.0 MI
 DK8171'(12.9 KM) EAST OF DUELM AND 3.1 MI (5.0 KM) NORTHEAST OF SANTIAGO,
 DK8171'0.75 MI (1.2 KM) SOUTH OF GLENDORADO, 6.95 MI (11.2 KM) EAST ALONG
 DK8171'TRUNK HIGHWAY 95 FROM THE JUNCTION OF TRUNK HIGHWAY 95 AND TRUNK
 DK8171'HIGHWAY 25 IN DUELM TO TRUNK HIGHWAY 95 MILE POINT 13.90, THENCE 1.5
 DK8171'MI (2.4 KM) SOUTH ON COUNTY ROAD 9, 49.4 FT (15.1 M) WEST OF COUNTY
 DK8171'ROAD 9, 52.4 FT (16.0 M) SOUTH OF SECOND STREET SOUTHEAST, 24.6 FT
 DK8171'(7.5 M) SOUTH SOUTHWEST OF POWER POLE, 18.0 FT (5.5 M) SOUTH OF RIGHT
 DK8171'OF WAY SIGN AND POST, 2.1 FT (0.6 M) NORTH OF A WITNESS POST.
 DK8171
 DK8171                          STATION RECOVERY (2018)
 DK8171
 DK8171'RECOVERY NOTE BY MN DEPT OF TRANSP 2018 (MAS)
 DK8171'RECOVERED AS DESCRIBED.
 DK8171
 DK8171                          STATION RECOVERY (2018)
 DK8171
 DK8171'RECOVERY NOTE BY MN DEPT OF TRANSP 2018 (MAS)
 DK8171'9.3 MI (15.0 KM) SOUTHEAST OF FOLEY, 6.95 MI (11.18 KM) EAST ALONG
 DK8171'TRUNK HIGHWAY 95 FROM THE JUNCTION OF TRUNK HIGHWAY 95 AND TRUNK
 DK8171'HIGHWAY 25 (THE JUNCTION IS 5.0 MI (8.0 KM) SOUTH OF FOLEY) TO TRUNK
 DK8171'HIGHWAY 95 MILE POINT 13.90, THEN 1.5 MI (2.4 KM) SOUTH ON COUNTY ROAD
 DK8171'9, 49.4 FT (15.1 M) WEST OF COUNTY ROAD 9, 52.4 FT (16.0 M) SOUTH OF
 DK8171'SECOND STREET SOUTHEAST, 24.6 FT (7.5 M) SOUTH-SOUTHWEST OF A POWER
 DK8171'POLE, 18.0 FT (5.5 M) SOUTH OF A RIGHT-OF-WAY POST, 2.1 FT (0.6 M)
 DK8171'NORTH OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DK8172 ***********************************************************************
 DK8172  DESIGNATION -  0505 R2
 DK8172  PID         -  DK8172
 DK8172  STATE/COUNTY-  MN/BENTON
 DK8172  COUNTRY     -  US
 DK8172  USGS QUAD   -  SANTIAGO (2019)
 DK8172
 DK8172                         *CURRENT SURVEY CONTROL
 DK8172  ______________________________________________________________________
 DK8172* NAD 83(1986) POSITION- 45 33 34.91   (N) 093 45 59.30   (W)   HD_HELD1
 DK8172* NAVD 88 ORTHO HEIGHT -   311.991 (meters)     1023.59  (feet) ADJUSTED
 DK8172  ______________________________________________________________________
 DK8172  GEOID HEIGHT    -        -27.617 (meters)                     GEOID18
 DK8172  DYNAMIC HEIGHT  -        311.984 (meters)     1023.57  (feet) COMP
 DK8172  MODELED GRAVITY -    980,584.3   (mgal)                       NAVD 88
 DK8172
 DK8172  VERT ORDER      -  SECOND    CLASS I
 DK8172
 DK8172.The horizontal coordinates were determined by differentially corrected
 DK8172.hand held GPS observations or other comparable positioning techniques
 DK8172.and have an estimated accuracy of +/- 3 meters.
 DK8172
 DK8172.The orthometric height was determined by differential leveling and
 DK8172.adjusted by the NATIONAL GEODETIC SURVEY
 DK8172.in May 2009.
 DK8172
 DK8172.No vertical observational check was made to the station.
 DK8172
 DK8172.Significant digits in the geoid height do not necessarily reflect accuracy.
 DK8172.GEOID18 height accuracy estimate available here.
 DK8172
 DK8172.Click photographs - Photos may exist for this station.
 DK8172
 DK8172.The dynamic height is computed by dividing the NAVD 88
 DK8172.geopotential number by the normal gravity value computed on the
 DK8172.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK8172.degrees latitude (g = 980.6199 gals.).
 DK8172
 DK8172.The modeled gravity was interpolated from observed gravity values.
 DK8172
 DK8172;                    North         East    Units  Estimated Accuracy
 DK8172;SPC MN C     -   162,324.3     837,751.9     MT  (+/- 3 meters HH1 GPS) 
 DK8172
 DK8172_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL4018145414(NAD 83)
 DK8172
 DK8172                          SUPERSEDED SURVEY CONTROL
 DK8172
 DK8172.No superseded survey control is available for this station.
 DK8172
 DK8172_MARKER: DD = SURVEY DISK
 DK8172_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DK8172_STAMPING: 0505 R2 2006
 DK8172_MARK LOGO: MNDT
 DK8172_PROJECTION: FLUSH
 DK8172_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DK8172_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DK8172_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DK8172+SATELLITE: SATELLITE OBSERVATIONS - July 31, 2018
 DK8172_ROD/PIPE-DEPTH: 8.2 meters
 DK8172
 DK8172  HISTORY     - Date     Condition        Report By
 DK8172  HISTORY     - 20061024 MONUMENTED       MNDT
 DK8172  HISTORY     - 20180731 GOOD             MNDT
 DK8172  HISTORY     - 20180731 GOOD             MNDT
 DK8172
 DK8172                          STATION DESCRIPTION
 DK8172
 DK8172'DESCRIBED BY MN DEPT OF TRANSP 2006
 DK8172'THE STATION IS LOCATED ABOUT 8.2 MI (13.2 KM) EAST OF DUELM, 8.1 MI
 DK8172'(13.0 KM) NORTH OF ORROCK AND 2.9 MI (4.7 KM) EAST-NORTHEAST OF
 DK8172'SANTIAGO, 1.30 MI (2.1 KM) SOUTH SOUTHEAST OF GLENDORADO, 6.95 MI
 DK8172'(11.2 KM) EAST ALONG TRUNK HIGHWAY 95 FROM THE JUNCTION OF TRUNK
 DK8172'HIGHWAY 95 AND TRUNK HIGHWAY 25 IN DUELM TO TRUNK HIGHWAY 95 MILE
 DK8172'POINT 13.90, THENCE 2.15 MI (3.5 KM) SOUTH SOUTHEAST ON COUNTY ROAD 9,
 DK8172'49.4 FT (15.1 M) NORTH OF COUNTY ROAD 9, 11.9 FT (3.6 M) WEST OF RIGHT
 DK8172'OF WAY SIGN AND POST, 25.0 EAST OF A FIELD ENTRANCE, 1.8 FT (0.5 M)
 DK8172'SOUTH OF A WITNESS POST.
 DK8172
 DK8172                          STATION RECOVERY (2018)
 DK8172
 DK8172'RECOVERY NOTE BY MN DEPT OF TRANSP 2018 (MAS)
 DK8172'RECOVERED AS DESCRIBED.
 DK8172
 DK8172                          STATION RECOVERY (2018)
 DK8172
 DK8172'RECOVERY NOTE BY MN DEPT OF TRANSP 2018 (MAS)
 DK8172'9.8 MI (15.8 KM) SOUTHEAST OF FOLEY, 6.95 MI (11.18 KM) EAST ALONG
 DK8172'TRUNK HIGHWAY 95 FROM THE JUNCTION OF TRUNK HIGHWAY 95 AND TRUNK
 DK8172'HIGHWAY 25 (THE JUNCTION IS 5.0 MI (8.0 KM) SOUTH OF FOLEY) TO TRUNK
 DK8172'HIGHWAY 95 MILE POINT 13.90, THEN 2.15 MI (3.46 KM) SOUTH-SOUTHEAST ON
 DK8172'COUNTY ROAD 9, 49.4 FT (15.1 M) NORTH OF COUNTY ROAD 9, 25.0 EAST OF A
 DK8172'FIELD ENTRANCE, 11.9 FT (3.6 M) WEST OF A RIGHT-OF-WAY SIGN AND A
 DK8172'POST, 1.8 FT (0.5 M) SOUTH OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DM4969 ***********************************************************************
 DM4969  DESIGNATION -  0505 S
 DM4969  PID         -  DM4969
 DM4969  STATE/COUNTY-  MN/BENTON
 DM4969  COUNTRY     -  US
 DM4969  USGS QUAD   -  SANTIAGO (2019)
 DM4969
 DM4969                         *CURRENT SURVEY CONTROL
 DM4969  ______________________________________________________________________
 DM4969* NAD 83(1986) POSITION- 45 35 20.07   (N) 093 51 01.24   (W)   HD_HELD1
 DM4969* NAVD 88 ORTHO HEIGHT -   317.590 (meters)     1041.96  (feet) ADJUSTED
 DM4969  ______________________________________________________________________
 DM4969  GEOID HEIGHT    -        -27.479 (meters)                     GEOID18
 DM4969  DYNAMIC HEIGHT  -        317.582 (meters)     1041.93  (feet) COMP
 DM4969  MODELED GRAVITY -    980,583.3   (mgal)                       NAVD 88
 DM4969
 DM4969  VERT ORDER      -  SECOND    CLASS I
 DM4969
 DM4969.The horizontal coordinates were determined by differentially corrected
 DM4969.hand held GPS observations or other comparable positioning techniques
 DM4969.and have an estimated accuracy of +/- 3 meters.
 DM4969
 DM4969.The orthometric height was determined by differential leveling and
 DM4969.adjusted by the NATIONAL GEODETIC SURVEY
 DM4969.in February 2011.
 DM4969
 DM4969.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM4969.GEOID18 height accuracy estimate available here.
 DM4969
 DM4969.Click photographs - Photos may exist for this station.
 DM4969
 DM4969.The dynamic height is computed by dividing the NAVD 88
 DM4969.geopotential number by the normal gravity value computed on the
 DM4969.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM4969.degrees latitude (g = 980.6199 gals.).
 DM4969
 DM4969.The modeled gravity was interpolated from observed gravity values.
 DM4969
 DM4969;                    North         East    Units  Estimated Accuracy
 DM4969;SPC MN C     -   165,534.4     831,187.2     MT  (+/- 3 meters HH1 GPS) 
 DM4969
 DM4969_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL3366948725(NAD 83)
 DM4969
 DM4969                          SUPERSEDED SURVEY CONTROL
 DM4969
 DM4969.No superseded survey control is available for this station.
 DM4969
 DM4969_MARKER: DD = SURVEY DISK
 DM4969_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DM4969_SP_SET: BRIDGE RAILING
 DM4969_STAMPING: 0505 S 2008
 DM4969_MARK LOGO: MNDT
 DM4969_MAGNETIC: N = NO MAGNETIC MATERIAL
 DM4969_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DM4969_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DM4969+SATELLITE: SATELLITE OBSERVATIONS - August 01, 2018
 DM4969
 DM4969  HISTORY     - Date     Condition        Report By
 DM4969  HISTORY     - 2000     MONUMENTED       MNDT
 DM4969  HISTORY     - 20081028 GOOD             MNDT
 DM4969  HISTORY     - 20180801 GOOD             MNDT
 DM4969
 DM4969                          STATION DESCRIPTION
 DM4969
 DM4969'DESCRIBED BY MN DEPT OF TRANSP 2008 (DAS)
 DM4969'THE MARK IS 4.0 MI (6.4 KM) WEST OF GLENDORADO, IN RAIL IN SOUTHEAST
 DM4969'CORNER OF TRUNK HIGHWAY 95 BRIDGE NUMMBER 05014 OVER SAINT FRANCIS
 DM4969'RIVER, 3.9 MI (6.3 KM) WEST ALONG TRUNK HIGHWAY 95 FROM THE JUNCTION
 DM4969'OF TRUNK HIGHWAY 95 AND COUNTY ROAD 9 IN GLENORADO, AT TRUNK HIGHWAY
 DM4969'95 MILEPOST 10.05.
 DM4969'
 DM4969'IT IS 24.5 FT (7.5 M) SOUTH OF TRUNK HIGHWAY 95.
 DM4969'
 DM4969'NOTE-DISK SET IN BRIDGE WHEN BUILT IN 2000 THEN STAMPED WHEN USED IN
 DM4969'2008.
 DM4969
 DM4969                          STATION RECOVERY (2018)
 DM4969
 DM4969'RECOVERY NOTE BY MN DEPT OF TRANSP 2018 (MAS)
 DM4969'6.0 MI (9.7 KM) SOUTHEAST OF FOLEY, IN THE RAIL IN THE SOUTHEAST
 DM4969'CORNER OF TRUNK HIGHWAY 95 BRIDGE NUMBER 05014 OVER THE SAINT FRANCIS
 DM4969'RIVER, 3.0 MI (4.8 KM) EAST ALONG TRUNK HIGHWAY 95 FROM THE JUNCTION
 DM4969'OF TRUNK HIGHWAY 95 AND TRUNK HIGHWAY 25 (THE JUNCTION IS 5.0 MI (8.0
 DM4969'KM) SOUTH OF FOLEY), AT TRUNK HIGHWAY 95 MILE POINT 10.05, 24.5 FT
 DM4969'(7.5 M) SOUTH OF TRUNK HIGHWAY 95.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DR2907 ***********************************************************************
 DR2907  DESIGNATION -  0505 T
 DR2907  PID         -  DR2907
 DR2907  STATE/COUNTY-  MN/BENTON
 DR2907  COUNTRY     -  US
 DR2907  USGS QUAD   -  SANTIAGO (2019)
 DR2907
 DR2907                         *CURRENT SURVEY CONTROL
 DR2907  ______________________________________________________________________
 DR2907* NAD 83(2011) POSITION- 45 35 20.52109(N) 093 46 24.16270(W)   ADJUSTED
 DR2907* NAD 83(2011) ELLIP HT-   291.197 (meters)        (03/30/20)   ADJUSTED
 DR2907* NAD 83(2011) EPOCH   -  2010.00
 DR2907* NAVD 88 ORTHO HEIGHT -   318.759 (meters)     1045.80  (feet) ADJUSTED
 DR2907  ______________________________________________________________________
 DR2907  GEOID HEIGHT    -        -27.568 (meters)                     GEOID18
 DR2907  NAD 83(2011) X  -   -294,255.388 (meters)                     COMP
 DR2907  NAD 83(2011) Y  - -4,461,574.649 (meters)                     COMP
 DR2907  NAD 83(2011) Z  -  4,533,607.520 (meters)                     COMP
 DR2907  LAPLACE CORR    -         -3.63  (seconds)                    DEFLEC18
 DR2907  DYNAMIC HEIGHT  -        318.752 (meters)     1045.77  (feet) COMP
 DR2907  MODELED GRAVITY -    980,585.5   (mgal)                       NAVD 88
 DR2907
 DR2907  VERT ORDER      -  SECOND    CLASS I
 DR2907
 DR2907  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DR2907  Standards:
 DR2907         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DR2907            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DR2907  -------------------------------------------------------------------
 DR2907  NETWORK    0.78   1.20           0.36   0.26   0.61      0.09190956
 DR2907  -------------------------------------------------------------------
 DR2907  Click here for local accuracies and other accuracy information.
 DR2907
 DR2907.The horizontal coordinates were established by GPS observations
 DR2907.and adjusted by the MN DEPT OF TRANSP in March 2020.
 DR2907
 DR2907.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DR2907.been affixed to the stable North American tectonic plate. See 
 DR2907.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DR2907
 DR2907.The horizontal coordinates are valid at the epoch date displayed above
 DR2907.which is a decimal equivalence of Year/Month/Day.
 DR2907
 DR2907.The orthometric height was determined by differential leveling and
 DR2907.adjusted by the NATIONAL GEODETIC SURVEY
 DR2907.in April 2021.
 DR2907
 DR2907.Significant digits in the geoid height do not necessarily reflect accuracy.
 DR2907.GEOID18 height accuracy estimate available here.
 DR2907
 DR2907.Click photographs - Photos may exist for this station.
 DR2907
 DR2907.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DR2907
 DR2907.The Laplace correction was computed from DEFLEC18 derived deflections.
 DR2907
 DR2907.The ellipsoidal height was determined by GPS observations
 DR2907.and is referenced to NAD 83.
 DR2907
 DR2907.The dynamic height is computed by dividing the NAVD 88
 DR2907.geopotential number by the normal gravity value computed on the
 DR2907.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DR2907.degrees latitude (g = 980.6199 gals.).
 DR2907
 DR2907.The modeled gravity was interpolated from observed gravity values.
 DR2907
 DR2907. The following values were computed from the NAD 83(2011) position.
 DR2907
 DR2907;                    North         East     Units Scale Factor Converg.
 DR2907;SPC MN C     -   165,581.520   837,193.057   MT  1.00000610   +0 20 41.2
 DR2907;SPC MN C     -   543,245.37  2,746,690.89   sFT  1.00000610   +0 20 41.2
 DR2907;UTM  15      - 5,048,678.806   439,673.747   MT  0.99964474   -0 33 08.9
 DR2907
 DR2907!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DR2907!SPC MN C     -   0.99995435  x   1.00000610  =   0.99996045
 DR2907!UTM  15      -   0.99995435  x   0.99964474  =   0.99959911
 DR2907
 DR2907_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL3967348678(NAD 83)
 DR2907
 DR2907                          SUPERSEDED SURVEY CONTROL
 DR2907
 DR2907.No superseded survey control is available for this station.
 DR2907
 DR2907_MARKER: I = METAL ROD
 DR2907_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DR2907_STAMPING: 0505 T 2018
 DR2907_MARK LOGO: MNDT
 DR2907_PROJECTION: RECESSED 5 CENTIMETERS
 DR2907_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DR2907_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DR2907_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DR2907+SATELLITE: SATELLITE OBSERVATIONS - March 28, 2019
 DR2907_ROD/PIPE-DEPTH: 4.3 meters
 DR2907
 DR2907  HISTORY     - Date     Condition        Report By
 DR2907  HISTORY     - 20180813 MONUMENTED       MNDT
 DR2907  HISTORY     - 20190328 GOOD             MNDT
 DR2907
 DR2907                          STATION DESCRIPTION
 DR2907
 DR2907'DESCRIBED BY MN DEPT OF TRANSP 2018
 DR2907'THE MARK IS LOCATED ABOUT 8.4 MI (13.5 KM) SOUTHEAST OF FOLEY.
 DR2907'
 DR2907'TO REACH THE MARK GO 6.8 MI (10.9 KM) EAST ALONG TRUNK HIGHWAY 95 FROM
 DR2907'THE JUNCTION OF TRUNK HIGHWAY 95 AND TRUNK HIGHWAY 25 (THE JUNCTION IS
 DR2907'5.0 MI (8.0 KM) SOUTH OF FOLEY), AT TRUNK HIGHWAY 95 MILE POINT 13.75.
 DR2907'THE MARK IS 85.4 FT (26.0 M) NORTH OF TRUNK HIGHWAY 95, 5.0 FT (1.5 M)
 DR2907'SOUTH OF A WITNESS POST.
 DR2907'
 DR2907'NOTE - THE STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM
 DR2907'ROD DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION REMOVABLE
 DR2907'DISK SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH
 DR2907'PVC PIPE BACK FILLED WITH WASHED SAND.
 DR2907
 DR2907                          STATION RECOVERY (2019)
 DR2907
 DR2907'RECOVERY NOTE BY MN DEPT OF TRANSP 2019 (BXG)
 DR2907'8.4 MILES SOUTHEAST OF FOLEY, 6.8 MILES EAST ALONG TRUNK HIGHWAY 95
 DR2907'FROM THE JUNCTION OF TRUNK HIGHWAY 95 AND TRUNK HIGHWAY 25 (THE
 DR2907'JUNCTION IS 5.0 MILES SOUTH OF FOLEY), AT TRUNK HIGHWAY 95 MILEPOINT
 DR2907'13.75, 85.4 FEET NORTH OF TRUNK HIGHWAY 95, 5.0 FEET SOUTH OF A
 DR2907'WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DR2906 ***********************************************************************
 DR2906  DESIGNATION -  0505 U
 DR2906  PID         -  DR2906
 DR2906  STATE/COUNTY-  MN/BENTON
 DR2906  COUNTRY     -  US
 DR2906  USGS QUAD   -  SANTIAGO (2019)
 DR2906
 DR2906                         *CURRENT SURVEY CONTROL
 DR2906  ______________________________________________________________________
 DR2906* NAD 83(2011) POSITION- 45 35 18.96683(N) 093 47 25.74176(W)   ADJUSTED
 DR2906* NAD 83(2011) ELLIP HT-   289.156 (meters)        (03/30/20)   ADJUSTED
 DR2906* NAD 83(2011) EPOCH   -  2010.00
 DR2906* NAVD 88 ORTHO HEIGHT -   316.707 (meters)     1039.06  (feet) ADJUSTED
 DR2906  ______________________________________________________________________
 DR2906  GEOID HEIGHT    -        -27.546 (meters)                     GEOID18
 DR2906  NAD 83(2011) X  -   -295,589.522 (meters)                     COMP
 DR2906  NAD 83(2011) Y  - -4,461,519.381 (meters)                     COMP
 DR2906  NAD 83(2011) Z  -  4,533,572.480 (meters)                     COMP
 DR2906  LAPLACE CORR    -         -3.38  (seconds)                    DEFLEC18
 DR2906  DYNAMIC HEIGHT  -        316.700 (meters)     1039.04  (feet) COMP
 DR2906  MODELED GRAVITY -    980,585.7   (mgal)                       NAVD 88
 DR2906
 DR2906  VERT ORDER      -  SECOND    CLASS I
 DR2906
 DR2906  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DR2906  Standards:
 DR2906         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DR2906            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DR2906  -------------------------------------------------------------------
 DR2906  NETWORK    0.80   1.23           0.37   0.26   0.63      0.06443078
 DR2906  -------------------------------------------------------------------
 DR2906  Click here for local accuracies and other accuracy information.
 DR2906
 DR2906.The horizontal coordinates were established by GPS observations
 DR2906.and adjusted by the MN DEPT OF TRANSP in March 2020.
 DR2906
 DR2906.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DR2906.been affixed to the stable North American tectonic plate. See 
 DR2906.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DR2906
 DR2906.The horizontal coordinates are valid at the epoch date displayed above
 DR2906.which is a decimal equivalence of Year/Month/Day.
 DR2906
 DR2906.The orthometric height was determined by differential leveling and
 DR2906.adjusted by the NATIONAL GEODETIC SURVEY
 DR2906.in April 2021.
 DR2906
 DR2906.Significant digits in the geoid height do not necessarily reflect accuracy.
 DR2906.GEOID18 height accuracy estimate available here.
 DR2906
 DR2906.Click photographs - Photos may exist for this station.
 DR2906
 DR2906.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DR2906
 DR2906.The Laplace correction was computed from DEFLEC18 derived deflections.
 DR2906
 DR2906.The ellipsoidal height was determined by GPS observations
 DR2906.and is referenced to NAD 83.
 DR2906
 DR2906.The dynamic height is computed by dividing the NAVD 88
 DR2906.geopotential number by the normal gravity value computed on the
 DR2906.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DR2906.degrees latitude (g = 980.6199 gals.).
 DR2906
 DR2906.The modeled gravity was interpolated from observed gravity values.
 DR2906
 DR2906. The following values were computed from the NAD 83(2011) position.
 DR2906
 DR2906;                    North         East     Units Scale Factor Converg.
 DR2906;SPC MN C     -   165,525.647   835,858.543   MT  1.00000620   +0 19 56.7
 DR2906;SPC MN C     -   543,062.06  2,742,312.57   sFT  1.00000620   +0 19 56.7
 DR2906;UTM  15      - 5,048,643.849   438,339.003   MT  0.99964674   -0 33 52.9
 DR2906
 DR2906!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DR2906!SPC MN C     -   0.99995467  x   1.00000620  =   0.99996087
 DR2906!UTM  15      -   0.99995467  x   0.99964674  =   0.99960143
 DR2906
 DR2906_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL3833948643(NAD 83)
 DR2906
 DR2906                          SUPERSEDED SURVEY CONTROL
 DR2906
 DR2906.No superseded survey control is available for this station.
 DR2906
 DR2906_MARKER: I = METAL ROD
 DR2906_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DR2906_STAMPING: 0505 U 2018
 DR2906_MARK LOGO: MNDT
 DR2906_PROJECTION: FLUSH
 DR2906_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DR2906_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DR2906_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DR2906+SATELLITE: SATELLITE OBSERVATIONS - March 28, 2019
 DR2906_ROD/PIPE-DEPTH: 8.8 meters
 DR2906
 DR2906  HISTORY     - Date     Condition        Report By
 DR2906  HISTORY     - 20180813 MONUMENTED       MNDT
 DR2906  HISTORY     - 20190328 GOOD             MNDT
 DR2906
 DR2906                          STATION DESCRIPTION
 DR2906
 DR2906'DESCRIBED BY MN DEPT OF TRANSP 2018
 DR2906'THE MARK IS LOCATED ABOUT 7.7 MI (12.4 KM) SOUTHEAST OF FOLEY.
 DR2906'
 DR2906'TO REACH THE MARK GO 6.0 MI (9.7 KM) EAST ALONG TRUNK HIGHWAY 95 FROM
 DR2906'THE JUNCTION OF TRUNK HIGHWAY 95 AND TRUNK HIGHWAY 25 (THE JUNCTION IS
 DR2906'5.0 MI (8.0 KM) SOUTH OF FOLEY), AT TRUNK HIGHWAY 95 MILE POINT 12.95.
 DR2906'THE MARK IS 91.3 FT (27.8 M) SOUTH OF TRUNK HIGHWAY 95, 34.6 FT (10.5
 DR2906'M) WEST OF 180TH AVENUE NORTHEAST EXTENDED/DRIVEWAY SOUTH, 8.6 FT (2.6
 DR2906'M) NORTH-NORTHEAST OF A RIGHT-OF-WAY POST, 1.0 FT (0.3 M) NORTH OF A
 DR2906'WITNESS POST.
 DR2906'
 DR2906'NOTE - THE STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM
 DR2906'ROD DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION REMOVABLE
 DR2906'DISK SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH
 DR2906'PVC PIPE BACK FILLED WITH WASHED SAND.
 DR2906
 DR2906                          STATION RECOVERY (2019)
 DR2906
 DR2906'RECOVERY NOTE BY MN DEPT OF TRANSP 2019 (BXG)
 DR2906'7.7 MILES SOUTHEAST OF FOLEY, 6.0 MILES EAST ALONG TRUNK HIGHWAY 95
 DR2906'FROM THE JUNCTION OF TRUNK HIGHWAY 95 AND TRUNK HIGHWAY 25 (THE
 DR2906'JUNCTION IS 5.0 MILES SOUTH OF FOLEY), AT TRUNK HIGHWAY 95 MILEPOINT
 DR2906'12.95, 91.3 FEET SOUTH OF TRUNK HIGHWAY 95, 34.6 FEET WEST OF 180TH
 DR2906'AVENUE NORTHEAST EXTENDED/DRIVEWAY SOUTH, 8.6 FEET NORTH-NORTHEAST OF
 DR2906'A RIGHT-OF-WAY POST, 1.0 FOOT NORTH OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DR2903 ***********************************************************************
 DR2903  DESIGNATION -  0505 V
 DR2903  PID         -  DR2903
 DR2903  STATE/COUNTY-  MN/BENTON
 DR2903  COUNTRY     -  US
 DR2903  USGS QUAD   -  DUELM (2019)
 DR2903
 DR2903                         *CURRENT SURVEY CONTROL
 DR2903  ______________________________________________________________________
 DR2903* NAD 83(2011) POSITION- 45 35 20.25723(N) 093 56 42.43597(W)   ADJUSTED
 DR2903* NAD 83(2011) ELLIP HT-   310.985 (meters)        (03/30/20)   ADJUSTED
 DR2903* NAD 83(2011) EPOCH   -  2010.00
 DR2903* NAVD 88 ORTHO HEIGHT -   338.343 (meters)     1110.05  (feet) ADJUSTED
 DR2903  ______________________________________________________________________
 DR2903  GEOID HEIGHT    -        -27.364 (meters)                     GEOID18
 DR2903  NAD 83(2011) X  -   -307,628.851 (meters)                     COMP
 DR2903  NAD 83(2011) Y  - -4,460,692.205 (meters)                     COMP
 DR2903  NAD 83(2011) Z  -  4,533,615.954 (meters)                     COMP
 DR2903  LAPLACE CORR    -         -3.67  (seconds)                    DEFLEC18
 DR2903  DYNAMIC HEIGHT  -        338.334 (meters)     1110.02  (feet) COMP
 DR2903  MODELED GRAVITY -    980,581.1   (mgal)                       NAVD 88
 DR2903
 DR2903  VERT ORDER      -  SECOND    CLASS I
 DR2903
 DR2903  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DR2903  Standards:
 DR2903         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DR2903            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DR2903  -------------------------------------------------------------------
 DR2903  NETWORK    0.68   1.08           0.31   0.23   0.55      0.05805878
 DR2903  -------------------------------------------------------------------
 DR2903  Click here for local accuracies and other accuracy information.
 DR2903
 DR2903.The horizontal coordinates were established by GPS observations
 DR2903.and adjusted by the MN DEPT OF TRANSP in March 2020.
 DR2903
 DR2903.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DR2903.been affixed to the stable North American tectonic plate. See 
 DR2903.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DR2903
 DR2903.The horizontal coordinates are valid at the epoch date displayed above
 DR2903.which is a decimal equivalence of Year/Month/Day.
 DR2903
 DR2903.The orthometric height was determined by differential leveling and
 DR2903.adjusted by the NATIONAL GEODETIC SURVEY
 DR2903.in April 2021.
 DR2903
 DR2903.Significant digits in the geoid height do not necessarily reflect accuracy.
 DR2903.GEOID18 height accuracy estimate available here.
 DR2903
 DR2903.Click photographs - Photos may exist for this station.
 DR2903
 DR2903.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DR2903
 DR2903.The Laplace correction was computed from DEFLEC18 derived deflections.
 DR2903
 DR2903.The ellipsoidal height was determined by GPS observations
 DR2903.and is referenced to NAD 83.
 DR2903
 DR2903.The dynamic height is computed by dividing the NAVD 88
 DR2903.geopotential number by the normal gravity value computed on the
 DR2903.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DR2903.degrees latitude (g = 980.6199 gals.).
 DR2903
 DR2903.The modeled gravity was interpolated from observed gravity values.
 DR2903
 DR2903. The following values were computed from the NAD 83(2011) position.
 DR2903
 DR2903;                    North         East     Units Scale Factor Converg.
 DR2903;SPC MN C     -   165,507.256   823,791.277   MT  1.00000612   +0 13 14.0
 DR2903;SPC MN C     -   543,001.72  2,702,721.88   sFT  1.00000612   +0 13 14.0
 DR2903;UTM  15      - 5,048,814.187   426,277.145   MT  0.99966682   -0 40 30.6
 DR2903
 DR2903!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DR2903!SPC MN C     -   0.99995125  x   1.00000612  =   0.99995737
 DR2903!UTM  15      -   0.99995125  x   0.99966682  =   0.99961808
 DR2903
 DR2903_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL2627748814(NAD 83)
 DR2903
 DR2903                          SUPERSEDED SURVEY CONTROL
 DR2903
 DR2903.No superseded survey control is available for this station.
 DR2903
 DR2903_MARKER: I = METAL ROD
 DR2903_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DR2903_STAMPING: 0505 V 2018
 DR2903_MARK LOGO: MNDT
 DR2903_PROJECTION: RECESSED 10 CENTIMETERS
 DR2903_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DR2903_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DR2903_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DR2903+SATELLITE: SATELLITE OBSERVATIONS - June 10, 2020
 DR2903_ROD/PIPE-DEPTH: 4.6 meters
 DR2903
 DR2903  HISTORY     - Date     Condition        Report By
 DR2903  HISTORY     - 20180813 MONUMENTED       MNDT
 DR2903  HISTORY     - 20190325 GOOD             MNDT
 DR2903  HISTORY     - 20200610 GOOD             MNDT
 DR2903
 DR2903                          STATION DESCRIPTION
 DR2903
 DR2903'DESCRIBED BY MN DEPT OF TRANSP 2018
 DR2903'THE MARK IS LOCATED ABOUT 5.5 MI (8.8 KM) SOUTH-SOUTHWEST OF FOLEY.
 DR2903'
 DR2903'TO REACH THE MARK GO 1.5 MI (2.4 KM) WEST ALONG TRUNK HIGHWAY 95 FROM
 DR2903'THE JUNCTION TRUNK HIGHWAY 95 AND TRUNK HIGHWAY 25 (THE JUNCTION IS
 DR2903'5.0 MI (8.0 KM) SOUTH OF FOLEY), AT TRUNK HIGHWAY 95 MILE POINT 5.4.
 DR2903'
 DR2903'THE MARK IS 109.0 FT (33.2 M) SOUTH OF TRUNK HIGHWAY 95, 82.9 FT (25.3
 DR2903'M) WEST OF COUNTY ROAD 23, 38.5 FT (11.7 M) SOUTHEAST OF A POWER POLE,
 DR2903'1.0 FT (0.3 M) NORTH OF A WITNESS POST.
 DR2903'
 DR2903'NOTE-THE STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM ROD
 DR2903'DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION REMOVABLE DISK
 DR2903'SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH PVC
 DR2903'PIPE BACK FILLED WITH WASHED SAND.
 DR2903
 DR2903                          STATION RECOVERY (2019)
 DR2903
 DR2903'RECOVERY NOTE BY MN DEPT OF TRANSP 2019 (KXS)
 DR2903'5.5 MILES SOUTH-SOUTHWEST OF FOLEY, 1.5 MILES WEST ALONG TRUNK HIGHWAY
 DR2903'95 FROM THE JUNCTION OF TRUNK HIGHWAY 95 AND TRUNK HIGHWAY 25 (THE
 DR2903'JUNCTION IS 5.0 MILES SOUTH OF FOLEY), AT TRUNK HIGHWAY 95 MILEPOINT
 DR2903'5.4, 109.0 FEET SOUTH OF TRUNK HIGHWAY 95, 82.9 FEET WEST OF COUNTY
 DR2903'ROAD 23, 38.5 FEET SOUTHEAST OF A POWER POLE, 1.0 FOOT NORTH OF A
 DR2903'WITNESS POST.
 DR2903
 DR2903                          STATION RECOVERY (2020)
 DR2903
 DR2903'RECOVERY NOTE BY MN DEPT OF TRANSP 2020 (TJD)
 DR2903'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DR2902 ***********************************************************************
 DR2902  DESIGNATION -  0505 W
 DR2902  PID         -  DR2902
 DR2902  STATE/COUNTY-  MN/BENTON
 DR2902  COUNTRY     -  US
 DR2902  USGS QUAD   -  DUELM (2019)
 DR2902
 DR2902                         *CURRENT SURVEY CONTROL
 DR2902  ______________________________________________________________________
 DR2902* NAD 83(2011) POSITION- 45 35 21.68873(N) 093 58 29.53453(W)   ADJUSTED
 DR2902* NAD 83(2011) ELLIP HT-   291.524 (meters)        (03/30/20)   ADJUSTED
 DR2902* NAD 83(2011) EPOCH   -  2010.00
 DR2902* NAVD 88 ORTHO HEIGHT -   318.835 (meters)     1046.04  (feet) ADJUSTED
 DR2902  ______________________________________________________________________
 DR2902  GEOID HEIGHT    -        -27.322 (meters)                     GEOID18
 DR2902  NAD 83(2011) X  -   -309,941.795 (meters)                     COMP
 DR2902  NAD 83(2011) Y  - -4,460,486.792 (meters)                     COMP
 DR2902  NAD 83(2011) Z  -  4,533,632.981 (meters)                     COMP
 DR2902  LAPLACE CORR    -         -3.84  (seconds)                    DEFLEC18
 DR2902  DYNAMIC HEIGHT  -        318.827 (meters)     1046.02  (feet) COMP
 DR2902  MODELED GRAVITY -    980,582.1   (mgal)                       NAVD 88
 DR2902
 DR2902  VERT ORDER      -  SECOND    CLASS I
 DR2902
 DR2902  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DR2902  Standards:
 DR2902         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DR2902            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DR2902  -------------------------------------------------------------------
 DR2902  NETWORK    0.74   1.12           0.34   0.25   0.57      0.09666829
 DR2902  -------------------------------------------------------------------
 DR2902  Click here for local accuracies and other accuracy information.
 DR2902
 DR2902.The horizontal coordinates were established by GPS observations
 DR2902.and adjusted by the MN DEPT OF TRANSP in March 2020.
 DR2902
 DR2902.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DR2902.been affixed to the stable North American tectonic plate. See 
 DR2902.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DR2902
 DR2902.The horizontal coordinates are valid at the epoch date displayed above
 DR2902.which is a decimal equivalence of Year/Month/Day.
 DR2902
 DR2902.The orthometric height was determined by differential leveling and
 DR2902.adjusted by the NATIONAL GEODETIC SURVEY
 DR2902.in April 2021.
 DR2902
 DR2902.Significant digits in the geoid height do not necessarily reflect accuracy.
 DR2902.GEOID18 height accuracy estimate available here.
 DR2902
 DR2902.Click photographs - Photos may exist for this station.
 DR2902
 DR2902.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DR2902
 DR2902.The Laplace correction was computed from DEFLEC18 derived deflections.
 DR2902
 DR2902.The ellipsoidal height was determined by GPS observations
 DR2902.and is referenced to NAD 83.
 DR2902
 DR2902.The dynamic height is computed by dividing the NAVD 88
 DR2902.geopotential number by the normal gravity value computed on the
 DR2902.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DR2902.degrees latitude (g = 980.6199 gals.).
 DR2902
 DR2902.The modeled gravity was interpolated from observed gravity values.
 DR2902
 DR2902. The following values were computed from the NAD 83(2011) position.
 DR2902
 DR2902;                    North         East     Units Scale Factor Converg.
 DR2902;SPC MN C     -   165,542.951   821,469.618   MT  1.00000603   +0 11 56.5
 DR2902;SPC MN C     -   543,118.83  2,695,104.91   sFT  1.00000603   +0 11 56.5
 DR2902;UTM  15      - 5,048,886.141   423,957.111   MT  0.99967109   -0 41 47.1
 DR2902
 DR2902!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DR2902!SPC MN C     -   0.99995430  x   1.00000603  =   0.99996033
 DR2902!UTM  15      -   0.99995430  x   0.99967109  =   0.99962540
 DR2902
 DR2902_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL2395748886(NAD 83)
 DR2902
 DR2902                          SUPERSEDED SURVEY CONTROL
 DR2902
 DR2902.No superseded survey control is available for this station.
 DR2902
 DR2902_MARKER: I = METAL ROD
 DR2902_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DR2902_STAMPING: 0505 W 2018
 DR2902_MARK LOGO: MNDT
 DR2902_PROJECTION: RECESSED 5 CENTIMETERS
 DR2902_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DR2902_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DR2902_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DR2902+SATELLITE: SATELLITE OBSERVATIONS - March 28, 2019
 DR2902_ROD/PIPE-DEPTH: 19.5 meters
 DR2902
 DR2902  HISTORY     - Date     Condition        Report By
 DR2902  HISTORY     - 20180813 MONUMENTED       MNDT
 DR2902  HISTORY     - 20190328 GOOD             MNDT
 DR2902
 DR2902                          STATION DESCRIPTION
 DR2902
 DR2902'DESCRIBED BY MN DEPT OF TRANSP 2018
 DR2902'THE MARK IS LOCATED ABOUT 8.0 MI (12.9 KM) EAST-NORTHEAST OF ST.
 DR2902'CLOUD.
 DR2902'
 DR2902'TO REACH THE MARK GO 3.75 MI (6.03 KM) EAST ALONG TRUNK HIGHWAY 95
 DR2902'FROM THE JUNCTION OF TRUNK HIGHWAY 95 AND TRUNK HIGHWAY 23 (THE
 DR2902'JUNCTION IS 6.0 MI (9.7 KM) EAST OF ST. CLOUD), AT TRUNK HIGHWAY 95
 DR2902'MILE POINT 4.0.
 DR2902'
 DR2902'THE MARK IS 55.5 FT (16.9 M) NORTH OF TRUNK HIGHWAY 95, 236.1 FT (72.0
 DR2902'M) WEST OF DRIVEWAY NUMBER 9073, 1.5 FT (0.5 M) SOUTH OF A WITNESS
 DR2902'POST.
 DR2902'
 DR2902'NOTE-THE STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM ROD
 DR2902'DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION REMOVABLE DISK
 DR2902'SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH PVC
 DR2902'PIPE BACK FILLED WITH WASHED SAND.
 DR2902
 DR2902                          STATION RECOVERY (2019)
 DR2902
 DR2902'RECOVERY NOTE BY MN DEPT OF TRANSP 2019 (KXV)
 DR2902'8.0 MILES EAST-NORTHEAST OF ST. CLOUD, 3.75 MILES EAST ALONG TRUNK
 DR2902'HIGHWAY 95 FROM THE JUNCTION OF TRUNK HIGHWAY 95 AND TRUNK HIGHWAY 23
 DR2902'(THE JUNCTION IS 6.0 MILES EAST OF ST. CLOUD), AT TRUNK HIGHWAY 95
 DR2902'MILEPOINT 4.0, 55.5 FEET NORTH OF TRUNK HIGHWAY 95, 236.1 FEET WEST OF
 DR2902'DRIVEWAY NUMBER 9073, 1.5 FEET SOUTH OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DR2900 ***********************************************************************
 DR2900  DESIGNATION -  0505 X
 DR2900  PID         -  DR2900
 DR2900  STATE/COUNTY-  MN/BENTON
 DR2900  COUNTRY     -  US
 DR2900  USGS QUAD   -  CABLE (2019)
 DR2900
 DR2900                         *CURRENT SURVEY CONTROL
 DR2900  ______________________________________________________________________
 DR2900* NAD 83(2011) POSITION- 45 35 18.10482(N) 094 02 20.16650(W)   ADJUSTED
 DR2900* NAD 83(2011) ELLIP HT-   285.268 (meters)        (03/30/20)   ADJUSTED
 DR2900* NAD 83(2011) EPOCH   -  2010.00
 DR2900* NAVD 88 ORTHO HEIGHT -   312.482 (meters)     1025.20  (feet) ADJUSTED
 DR2900  ______________________________________________________________________
 DR2900  GEOID HEIGHT    -        -27.230 (meters)                     GEOID18
 DR2900  NAD 83(2011) X  -   -314,934.287 (meters)                     COMP
 DR2900  NAD 83(2011) Y  - -4,460,211.926 (meters)                     COMP
 DR2900  NAD 83(2011) Z  -  4,533,551.078 (meters)                     COMP
 DR2900  LAPLACE CORR    -         -4.00  (seconds)                    DEFLEC18
 DR2900  DYNAMIC HEIGHT  -        312.474 (meters)     1025.18  (feet) COMP
 DR2900  MODELED GRAVITY -    980,583.9   (mgal)                       NAVD 88
 DR2900
 DR2900  VERT ORDER      -  SECOND    CLASS I
 DR2900
 DR2900  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DR2900  Standards:
 DR2900         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DR2900            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DR2900  -------------------------------------------------------------------
 DR2900  NETWORK    0.67   1.04           0.31   0.22   0.53      0.06663562
 DR2900  -------------------------------------------------------------------
 DR2900  Click here for local accuracies and other accuracy information.
 DR2900
 DR2900.The horizontal coordinates were established by GPS observations
 DR2900.and adjusted by the MN DEPT OF TRANSP in March 2020.
 DR2900
 DR2900.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DR2900.been affixed to the stable North American tectonic plate. See 
 DR2900.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DR2900
 DR2900.The horizontal coordinates are valid at the epoch date displayed above
 DR2900.which is a decimal equivalence of Year/Month/Day.
 DR2900
 DR2900.The orthometric height was determined by differential leveling and
 DR2900.adjusted by the NATIONAL GEODETIC SURVEY
 DR2900.in April 2021.
 DR2900
 DR2900.Significant digits in the geoid height do not necessarily reflect accuracy.
 DR2900.GEOID18 height accuracy estimate available here.
 DR2900
 DR2900.Click photographs - Photos may exist for this station.
 DR2900
 DR2900.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DR2900
 DR2900.The Laplace correction was computed from DEFLEC18 derived deflections.
 DR2900
 DR2900.The ellipsoidal height was determined by GPS observations
 DR2900.and is referenced to NAD 83.
 DR2900
 DR2900.The dynamic height is computed by dividing the NAVD 88
 DR2900.geopotential number by the normal gravity value computed on the
 DR2900.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DR2900.degrees latitude (g = 980.6199 gals.).
 DR2900
 DR2900.The modeled gravity was interpolated from observed gravity values.
 DR2900
 DR2900. The following values were computed from the NAD 83(2011) position.
 DR2900
 DR2900;                    North         East     Units Scale Factor Converg.
 DR2900;SPC MN C     -   165,416.960   816,470.681   MT  1.00000625   +0 09 09.7
 DR2900;SPC MN C     -   542,705.48  2,678,704.23   sFT  1.00000625   +0 09 09.7
 DR2900;UTM  15      - 5,048,838.279   418,958.466   MT  0.99968075   -0 44 31.9
 DR2900
 DR2900!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DR2900!SPC MN C     -   0.99995528  x   1.00000625  =   0.99996153
 DR2900!UTM  15      -   0.99995528  x   0.99968075  =   0.99963604
 DR2900
 DR2900_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL1895848838(NAD 83)
 DR2900
 DR2900                          SUPERSEDED SURVEY CONTROL
 DR2900
 DR2900.No superseded survey control is available for this station.
 DR2900
 DR2900_MARKER: I = METAL ROD
 DR2900_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DR2900_STAMPING: 0505 X 2018
 DR2900_MARK LOGO: MNDT
 DR2900_PROJECTION: RECESSED 8 CENTIMETERS
 DR2900_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DR2900_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DR2900_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DR2900+SATELLITE: SATELLITE OBSERVATIONS - March 12, 2019
 DR2900_ROD/PIPE-DEPTH: 7.0 meters
 DR2900
 DR2900  HISTORY     - Date     Condition        Report By
 DR2900  HISTORY     - 20180813 MONUMENTED       MNDT
 DR2900  HISTORY     - 20190312 GOOD             MNDT
 DR2900
 DR2900                          STATION DESCRIPTION
 DR2900
 DR2900'DESCRIBED BY MN DEPT OF TRANSP 2018
 DR2900'THE MARK IS LOCATED ABOUT 6.5 MI (10.5 KM) EAST OF ST. CLOUD.
 DR2900'
 DR2900'TO REACH THE MARK GO 0.6 MI (1.0 KM) EAST ALONG TRUNK HIGHWAY 95 FROM
 DR2900'THE JUNCTION OF TRUNK HIGHWAY 95 AND TRUNK HIGHWAY 23 (THE JUNCTION IS
 DR2900'6.0 MI (9.7 KM) EAST OF ST. CLOUD), AT TRUNK HIGHWAY 95 MILE POINT
 DR2900'0.9.
 DR2900'
 DR2900'THE MARK IS 53.6 FT (16.3 M) NORTH OF TRUNK HIGHWAY 95, 29.6 FT (9.0
 DR2900'M) WEST OF AN ENTRANCE, 1.0 FT (0.3 M) SOUTH OF A WITNESS POST.
 DR2900'
 DR2900'NOTE - THE STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM
 DR2900'ROD DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION REMOVABLE
 DR2900'DISK SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH
 DR2900'PVC PIPE BACK FILLED WITH WASHED SAND.
 DR2900
 DR2900                          STATION RECOVERY (2019)
 DR2900
 DR2900'RECOVERY NOTE BY MN DEPT OF TRANSP 2019 (MXM)
 DR2900'6.5 MILES EAST OF ST. CLOUD, 0.6 MILE EAST ALONG TRUNK HIGHWAY 95 FROM
 DR2900'THE JUNCTION OF TRUNK HIGHWAY 95 AND TRUNK HIGHWAY 23 (THE JUNCTION IS
 DR2900'6.0 MILES EAST OF ST. CLOUD), AT TRUNK HIGHWAY 95 MILEPOINT 0.9, 53.6
 DR2900'FEET NORTH OF TRUNK HIGHWAY 95, 29.6 FEET WEST OF AN ENTRANCE, 1.0
 DR2900'FOOT SOUTH OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DM9956 ***********************************************************************
 DM9956  DESIGNATION -  0506 A
 DM9956  PID         -  DM9956
 DM9956  STATE/COUNTY-  MN/BENTON
 DM9956  COUNTRY     -  US
 DM9956  USGS QUAD   -  DUELM (2019)
 DM9956
 DM9956                         *CURRENT SURVEY CONTROL
 DM9956  ______________________________________________________________________
 DM9956* NAD 83(2011) POSITION- 45 33 36.14185(N) 093 54 53.28229(W)   ADJUSTED
 DM9956* NAD 83(2011) ELLIP HT-   277.762 (meters)        (06/27/12)   ADJUSTED
 DM9956* NAD 83(2011) EPOCH   -  2010.00
 DM9956* NAVD 88 ORTHO HEIGHT -   305.199 (meters)     1001.31  (feet) ADJUSTED
 DM9956  ______________________________________________________________________
 DM9956  GEOID HEIGHT    -        -27.440 (meters)                     GEOID18
 DM9956  NAD 83(2011) X  -   -305,423.390 (meters)                     COMP
 DM9956  NAD 83(2011) Y  - -4,463,121.495 (meters)                     COMP
 DM9956  NAD 83(2011) Z  -  4,531,342.132 (meters)                     COMP
 DM9956  LAPLACE CORR    -         -3.40  (seconds)                    DEFLEC18
 DM9956  DYNAMIC HEIGHT  -        305.191 (meters)     1001.28  (feet) COMP
 DM9956  MODELED GRAVITY -    980,579.4   (mgal)                       NAVD 88
 DM9956
 DM9956  VERT ORDER      -  SECOND    CLASS I
 DM9956
 DM9956  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DM9956  Standards:
 DM9956         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DM9956            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DM9956  -------------------------------------------------------------------
 DM9956  NETWORK    0.34   0.53           0.16   0.11   0.27     -0.02846335
 DM9956  -------------------------------------------------------------------
 DM9956  Click here for local accuracies and other accuracy information.
 DM9956
 DM9956.The horizontal coordinates were established by GPS observations
 DM9956.and adjusted by the National Geodetic Survey in June 2012.
 DM9956
 DM9956.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DM9956.been affixed to the stable North American tectonic plate. See 
 DM9956.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DM9956
 DM9956.The horizontal coordinates are valid at the epoch date displayed above
 DM9956.which is a decimal equivalence of Year/Month/Day.
 DM9956
 DM9956.The orthometric height was determined by differential leveling and
 DM9956.adjusted by the NATIONAL GEODETIC SURVEY
 DM9956.in February 2013.
 DM9956
 DM9956.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM9956.GEOID18 height accuracy estimate available here.
 DM9956
 DM9956.Click photographs - Photos may exist for this station.
 DM9956
 DM9956.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DM9956
 DM9956.The Laplace correction was computed from DEFLEC18 derived deflections.
 DM9956
 DM9956.The ellipsoidal height was determined by GPS observations
 DM9956.and is referenced to NAD 83.
 DM9956
 DM9956.The dynamic height is computed by dividing the NAVD 88
 DM9956.geopotential number by the normal gravity value computed on the
 DM9956.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM9956.degrees latitude (g = 980.6199 gals.).
 DM9956
 DM9956.The modeled gravity was interpolated from observed gravity values.
 DM9956
 DM9956. The following values were computed from the NAD 83(2011) position.
 DM9956
 DM9956;                    North         East     Units Scale Factor Converg.
 DM9956;SPC MN C     -   162,302.455   826,170.930   MT  1.00001275   +0 14 32.9
 DM9956;SPC MN C     -   532,487.30  2,710,529.13   sFT  1.00001275   +0 14 32.9
 DM9956;UTM  15      - 5,045,573.696   428,605.607   MT  0.99966267   -0 39 11.5
 DM9956
 DM9956!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DM9956!SPC MN C     -   0.99995646  x   1.00001275  =   0.99996920
 DM9956!UTM  15      -   0.99995646  x   0.99966267  =   0.99961914
 DM9956
 DM9956_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL2860545573(NAD 83)
 DM9956
 DM9956                          SUPERSEDED SURVEY CONTROL
 DM9956
 DM9956  NAD 83(2007)-  45 33 36.14213(N)    093 54 53.28354(W) AD(2002.00) 1
 DM9956  ELLIP H (07/18/11)  277.808  (m)                       GP(2002.00) 1 2
 DM9956  NAVD 88             305.20   (m)         1001.3    (f) LEVELING    3  
 DM9956
 DM9956.Superseded values are not recommended for survey control.
 DM9956
 DM9956.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DM9956.See file dsdata.pdf to determine how the superseded data were derived.
 DM9956
 DM9956_MARKER: I = METAL ROD
 DM9956_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DM9956_STAMPING: 0506 A 2010
 DM9956_MARK LOGO: MNDT
 DM9956_PROJECTION: RECESSED 5 CENTIMETERS
 DM9956_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DM9956_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DM9956_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DM9956+SATELLITE: SATELLITE OBSERVATIONS - July 02, 2018
 DM9956_ROD/PIPE-DEPTH: 22.9 meters
 DM9956
 DM9956  HISTORY     - Date     Condition        Report By
 DM9956  HISTORY     - 20101109 MONUMENTED       MNDT
 DM9956  HISTORY     - 20101109 GOOD             MNDT
 DM9956  HISTORY     - 20180702 GOOD             MNDT
 DM9956  HISTORY     - 20180702 GOOD             MNDT
 DM9956
 DM9956                          STATION DESCRIPTION
 DM9956
 DM9956'DESCRIBED BY MN DEPT OF TRANSP 2010
 DM9956'THE MARK IS 1.0 MILE SOUTHWEST OF DUELM, 0.8 MILE SOUTH ALONG TRUNK
 DM9956'HIGHWAY 25 FROM JUNCTION OF TRUNK HIGHWAY 25 AND COUNTY ROAD 10, AT
 DM9956'TRUNK HIGHWAY 25 MILEPOINT 91.80, 60.5 FEET EAST OF TRUNK HIGHWAY 25,
 DM9956'36.7 FEET NORTH OF 121ST AVENUE (BENTON/SHERBURNE COUNTY LINE), 1.2
 DM9956'FEET SOUTH OF WITNESS POST.
 DM9956
 DM9956                          STATION RECOVERY (2010)
 DM9956
 DM9956'RECOVERY NOTE BY MN DEPT OF TRANSP 2010 (MPP)
 DM9956'RECOVERED AS DESCRIBED.
 DM9956'
 DM9956'NOTE - THE STATION MARK CONSISTS OF A 3/4 INCH (19 MM) DIAMETER
 DM9956'ALUMINUM ROD DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL MARK
 DM9956'REMOVABLE DISK SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY
 DM9956'A SIX-INCH PVC PIPE BACKFILLED WITH WASHED SAND.
 DM9956
 DM9956                          STATION RECOVERY (2018)
 DM9956
 DM9956'RECOVERY NOTE BY MN DEPT OF TRANSP 2018 (MAS)
 DM9956'1.0 MI (1.6 KM) SOUTHEAST OF DUELM, 0.8 MI (1.3 KM) SOUTH ALONG TRUNK
 DM9956'HIGHWAY 25 FROM THE JUNCTION OF TRUNK HIGHWAY 25 AND COUNTY ROAD 10
 DM9956'(THE JUNCTION IS 1.0 MI (1.6 KM) EAST OF DUELM), AT TRUNK HIGHWAY 25
 DM9956'MILE POINT 91.80, 60.5 FT (18.4 M) EAST OF TRUNK HIGHWAY 25, 36.7 FT
 DM9956'(11.2 M) NORTH OF 121ST AVENUE (BENTON/SHERBURNE COUNTY LINE), 1.2 FT
 DM9956'(0.4 M) SOUTH OF A WITNESS POST.
 DM9956
 DM9956                          STATION RECOVERY (2018)
 DM9956
 DM9956'RECOVERY NOTE BY MN DEPT OF TRANSP 2018 (MAS)
 DM9956'RECOVERED AS DESCRIBED.
 DM9956'
 DM9956'NOTE-THE STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM ROD
 DM9956'DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION REMOVABLE DISK
 DM9956'SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH PVC
 DM9956'PIPE BACK FILLED WITH WASHED SAND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DM9957 ***********************************************************************
 DM9957  DESIGNATION -  0506 B
 DM9957  PID         -  DM9957
 DM9957  STATE/COUNTY-  MN/BENTON
 DM9957  COUNTRY     -  US
 DM9957  USGS QUAD   -  DUELM (2019)
 DM9957
 DM9957                         *CURRENT SURVEY CONTROL
 DM9957  ______________________________________________________________________
 DM9957* NAD 83(2011) POSITION- 45 34 56.48780(N) 093 54 51.25076(W)   ADJUSTED
 DM9957* NAD 83(2011) ELLIP HT-   297.674 (meters)        (06/27/12)   ADJUSTED
 DM9957* NAD 83(2011) EPOCH   -  2010.00
 DM9957* NAVD 88 ORTHO HEIGHT -   325.080 (meters)     1066.53  (feet) ADJUSTED
 DM9957  ______________________________________________________________________
 DM9957  GEOID HEIGHT    -        -27.413 (meters)                     GEOID18
 DM9957  NAD 83(2011) X  -   -305,259.457 (meters)                     COMP
 DM9957  NAD 83(2011) Y  - -4,461,371.067 (meters)                     COMP
 DM9957  NAD 83(2011) Z  -  4,533,092.852 (meters)                     COMP
 DM9957  LAPLACE CORR    -         -3.52  (seconds)                    DEFLEC18
 DM9957  DYNAMIC HEIGHT  -        325.071 (meters)     1066.50  (feet) COMP
 DM9957  MODELED GRAVITY -    980,580.6   (mgal)                       NAVD 88
 DM9957
 DM9957  VERT ORDER      -  SECOND    CLASS I
 DM9957
 DM9957  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DM9957  Standards:
 DM9957         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DM9957            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DM9957  -------------------------------------------------------------------
 DM9957  NETWORK    0.34   0.53           0.16   0.10   0.27     -0.01728384
 DM9957  -------------------------------------------------------------------
 DM9957  Click here for local accuracies and other accuracy information.
 DM9957
 DM9957.The horizontal coordinates were established by GPS observations
 DM9957.and adjusted by the National Geodetic Survey in June 2012.
 DM9957
 DM9957.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DM9957.been affixed to the stable North American tectonic plate. See 
 DM9957.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DM9957
 DM9957.The horizontal coordinates are valid at the epoch date displayed above
 DM9957.which is a decimal equivalence of Year/Month/Day.
 DM9957
 DM9957.The orthometric height was determined by differential leveling and
 DM9957.adjusted by the NATIONAL GEODETIC SURVEY
 DM9957.in February 2013.
 DM9957
 DM9957.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM9957.GEOID18 height accuracy estimate available here.
 DM9957
 DM9957.Click photographs - Photos may exist for this station.
 DM9957
 DM9957.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DM9957
 DM9957.The Laplace correction was computed from DEFLEC18 derived deflections.
 DM9957
 DM9957.The ellipsoidal height was determined by GPS observations
 DM9957.and is referenced to NAD 83.
 DM9957
 DM9957.The dynamic height is computed by dividing the NAVD 88
 DM9957.geopotential number by the normal gravity value computed on the
 DM9957.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM9957.degrees latitude (g = 980.6199 gals.).
 DM9957
 DM9957.The modeled gravity was interpolated from observed gravity values.
 DM9957
 DM9957. The following values were computed from the NAD 83(2011) position.
 DM9957
 DM9957;                    North         East     Units Scale Factor Converg.
 DM9957;SPC MN C     -   164,783.168   826,204.474   MT  1.00000761   +0 14 34.4
 DM9957;SPC MN C     -   540,626.11  2,710,639.18   sFT  1.00000761   +0 14 34.4
 DM9957;UTM  15      - 5,048,052.720   428,677.904   MT  0.99966254   -0 39 10.9
 DM9957
 DM9957!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DM9957!SPC MN C     -   0.99995333  x   1.00000761  =   0.99996094
 DM9957!UTM  15      -   0.99995333  x   0.99966254  =   0.99961589
 DM9957
 DM9957_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL2867748052(NAD 83)
 DM9957
 DM9957                          SUPERSEDED SURVEY CONTROL
 DM9957
 DM9957  NAD 83(2007)-  45 34 56.48809(N)    093 54 51.25203(W) AD(2002.00) 1
 DM9957  ELLIP H (07/18/11)  297.719  (m)                       GP(2002.00) 1 2
 DM9957  NAVD 88             325.08   (m)         1066.5    (f) LEVELING    3  
 DM9957
 DM9957.Superseded values are not recommended for survey control.
 DM9957
 DM9957.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DM9957.See file dsdata.pdf to determine how the superseded data were derived.
 DM9957
 DM9957_MARKER: I = METAL ROD
 DM9957_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DM9957_STAMPING: 0506 B 2010
 DM9957_MARK LOGO: MNDT
 DM9957_PROJECTION: RECESSED 5 CENTIMETERS
 DM9957_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DM9957_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DM9957_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DM9957+SATELLITE: SATELLITE OBSERVATIONS - August 01, 2018
 DM9957_ROD/PIPE-DEPTH: 4.0 meters
 DM9957
 DM9957  HISTORY     - Date     Condition        Report By
 DM9957  HISTORY     - 20101109 MONUMENTED       MNDT
 DM9957  HISTORY     - 20180801 GOOD             MNDT
 DM9957  HISTORY     - 20180801 GOOD             MNDT
 DM9957
 DM9957                          STATION DESCRIPTION
 DM9957
 DM9957'DESCRIBED BY MN DEPT OF TRANSP 2010 (MPP)
 DM9957'THE MARK IS 6.0 MILES SOUTH OF FOLEY, 5.7 MILES SOUTH ALONG TRUNK
 DM9957'HIGHWAY 25 FROM JUNCTION OF TRUNK HIGHWAY 25 AND TRUNK HIGHWAY 23 IN
 DM9957'FOLEY, AT TRUNK HIGHWAY 25 MILEPOINT 93.40, 0.5 MILE SOUTH OF JUNCTION
 DM9957'OF TRUNK HIGHWAY 25/TRUNK HIGHWAY 95, 171.9 FEET WEST OF TRUNK HIGHWAY
 DM9957'25, 34.7 FEET NORTH OF 10TH STREET NORTHEAST, 2.4 FEET EAST OF WITNESS
 DM9957'POST.
 DM9957'
 DM9957'THE STATION MARK CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM ROD
 DM9957'DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL MARK REMOVABLE DISK SET
 DM9957'ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH PVC PIPE
 DM9957'BACKFILLED WITH WASHED SAND.
 DM9957
 DM9957                          STATION RECOVERY (2018)
 DM9957
 DM9957'RECOVERY NOTE BY MN DEPT OF TRANSP 2018 (MAS)
 DM9957'RECOVERED AS DESCRIBED.
 DM9957'
 DM9957'NOTE-THE STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM ROD
 DM9957'DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION REMOVABLE DISK
 DM9957'SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH PVC
 DM9957'PIPE BACK FILLED WITH WASHED SAND.
 DM9957
 DM9957                          STATION RECOVERY (2018)
 DM9957
 DM9957'RECOVERY NOTE BY MN DEPT OF TRANSP 2018 (MAS)
 DM9957'6.0 MI (9.7 KM) SOUTH OF FOLEY, 5.7 MI (9.2 KM) SOUTH ALONG TRUNK
 DM9957'HIGHWAY 25 FROM THE JUNCTION OF TRUNK HIGHWAY 25 AND TRUNK HIGHWAY 23
 DM9957'IN FOLEY, AT TRUNK HIGHWAY 25 MILE POINT 93.4, 0.5 MI (0.8 KM) SOUTH
 DM9957'OF THE JUNCTION OF TRUNK HIGHWAY 25 AND TRUNK HIGHWAY 95, 171.9 FT
 DM9957'(52.4 M) WEST OF TRUNK HIGHWAY 25, 34.7 FT (10.6 M) NORTH OF 10TH
 DM9957'STREET NORTHEAST, 2.4 FT (0.7 M) EAST OF A RIGHT-OF-WAY POST AND A
 DM9957'WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DM9958 ***********************************************************************
 DM9958  DESIGNATION -  0507 A
 DM9958  PID         -  DM9958
 DM9958  STATE/COUNTY-  MN/BENTON
 DM9958  COUNTRY     -  US
 DM9958  USGS QUAD   -  DUELM (2019)
 DM9958
 DM9958                         *CURRENT SURVEY CONTROL
 DM9958  ______________________________________________________________________
 DM9958* NAD 83(2011) POSITION- 45 36 28.54083(N) 093 54 50.21540(W)   ADJUSTED
 DM9958* NAD 83(2011) ELLIP HT-   310.219 (meters)        (06/27/12)   ADJUSTED
 DM9958* NAD 83(2011) EPOCH   -  2010.00
 DM9958* NAVD 88 ORTHO HEIGHT -   337.603 (meters)     1107.62  (feet) ADJUSTED
 DM9958  ______________________________________________________________________
 DM9958  GEOID HEIGHT    -        -27.385 (meters)                     GEOID18
 DM9958  NAD 83(2011) X  -   -305,099.069 (meters)                     COMP
 DM9958  NAD 83(2011) Y  - -4,459,355.655 (meters)                     COMP
 DM9958  NAD 83(2011) Z  -  4,535,090.502 (meters)                     COMP
 DM9958  LAPLACE CORR    -         -3.67  (seconds)                    DEFLEC18
 DM9958  DYNAMIC HEIGHT  -        337.595 (meters)     1107.59  (feet) COMP
 DM9958  MODELED GRAVITY -    980,581.2   (mgal)                       NAVD 88
 DM9958
 DM9958  VERT ORDER      -  SECOND    CLASS I
 DM9958
 DM9958  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DM9958  Standards:
 DM9958         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DM9958            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DM9958  -------------------------------------------------------------------
 DM9958  NETWORK    0.30   0.39           0.14   0.09   0.20     -0.06768105
 DM9958  -------------------------------------------------------------------
 DM9958  Click here for local accuracies and other accuracy information.
 DM9958
 DM9958.The horizontal coordinates were established by GPS observations
 DM9958.and adjusted by the National Geodetic Survey in June 2012.
 DM9958
 DM9958.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DM9958.been affixed to the stable North American tectonic plate. See 
 DM9958.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DM9958
 DM9958.The horizontal coordinates are valid at the epoch date displayed above
 DM9958.which is a decimal equivalence of Year/Month/Day.
 DM9958
 DM9958.The orthometric height was determined by differential leveling and
 DM9958.adjusted by the NATIONAL GEODETIC SURVEY
 DM9958.in February 2013.
 DM9958
 DM9958.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM9958.GEOID18 height accuracy estimate available here.
 DM9958
 DM9958.Click photographs - Photos may exist for this station.
 DM9958
 DM9958.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DM9958
 DM9958.The Laplace correction was computed from DEFLEC18 derived deflections.
 DM9958
 DM9958.The ellipsoidal height was determined by GPS observations
 DM9958.and is referenced to NAD 83.
 DM9958
 DM9958.The dynamic height is computed by dividing the NAVD 88
 DM9958.geopotential number by the normal gravity value computed on the
 DM9958.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM9958.degrees latitude (g = 980.6199 gals.).
 DM9958
 DM9958.The modeled gravity was interpolated from observed gravity values.
 DM9958
 DM9958. The following values were computed from the NAD 83(2011) position.
 DM9958
 DM9958;                    North         East     Units Scale Factor Converg.
 DM9958;SPC MN C     -   167,625.220   826,214.861   MT  1.00000190   +0 14 35.1
 DM9958;SPC MN C     -   549,950.41  2,710,673.26   sFT  1.00000190   +0 14 35.1
 DM9958;UTM  15      - 5,050,893.289   428,732.717   MT  0.99966244   -0 39 11.2
 DM9958
 DM9958!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DM9958!SPC MN C     -   0.99995137  x   1.00000190  =   0.99995327
 DM9958!UTM  15      -   0.99995137  x   0.99966244  =   0.99961382
 DM9958
 DM9958:                Primary Azimuth Mark                     Grid Az
 DM9958:SPC MN C     -  0507 B                                   000 53 04.3
 DM9958:UTM  15      -  0507 B                                   001 46 50.6
 DM9958
 DM9958_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL2873250893(NAD 83)
 DM9958
 DM9958|---------------------------------------------------------------------|
 DM9958| PID    Reference Object                     Distance      Geod. Az  |
 DM9958|                                                           dddmmss.s |
 DM9958| DM9959 0507 B                              APPROX. 1.3 KM 0010739.4 |
 DM9958|---------------------------------------------------------------------|
 DM9958
 DM9958                          SUPERSEDED SURVEY CONTROL
 DM9958
 DM9958  NAD 83(2007)-  45 36 28.54118(N)    093 54 50.21644(W) AD(2002.00) 1
 DM9958  ELLIP H (07/18/11)  310.268  (m)                       GP(2002.00) 1 2
 DM9958  NAVD 88             337.60   (m)         1107.6    (f) LEVELING    3  
 DM9958
 DM9958.Superseded values are not recommended for survey control.
 DM9958
 DM9958.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DM9958.See file dsdata.pdf to determine how the superseded data were derived.
 DM9958
 DM9958_MARKER: I = METAL ROD
 DM9958_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DM9958_STAMPING: 0507 A 2010
 DM9958_MARK LOGO: MNDT
 DM9958_PROJECTION: RECESSED 8 CENTIMETERS
 DM9958_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DM9958_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DM9958_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DM9958+SATELLITE: SATELLITE OBSERVATIONS - June 10, 2020
 DM9958_ROD/PIPE-DEPTH: 3.0 meters
 DM9958
 DM9958  HISTORY     - Date     Condition        Report By
 DM9958  HISTORY     - 20101109 MONUMENTED       MNDT
 DM9958  HISTORY     - 20180801 GOOD             MNDT
 DM9958  HISTORY     - 20200610 GOOD             MNDT
 DM9958
 DM9958                          STATION DESCRIPTION
 DM9958
 DM9958'DESCRIBED BY MN DEPT OF TRANSP 2010 (MPP)
 DM9958'THE MARK IS 4.0 MILES SOUTH OF FOLEY, 3.9 MILES SOUTH ALONG TRUNK
 DM9958'HIGHWAY 25 FROM JUNCTION OF TRUNK HIGHWAY 25 AND TRUNK HIGHWAY 23 IN
 DM9958'FOLEY, AT TRUNK HIGHWAY 25 MILEPOINT 95.10, 65.4 FEET WEST OF TRUNK
 DM9958'HIGHWAY 25, 19.7 FEET NORTH OF FIELD ENTRANCE, 2.5 FEET SOUTH OF
 DM9958'WITNESS POST.
 DM9958'
 DM9958'THE STATION MARK CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM ROD
 DM9958'DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL MARK REMOVABLE DISK SET
 DM9958'ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH PVC PIPE
 DM9958'BACKFILLED WITH WASHED SAND.
 DM9958
 DM9958                          STATION RECOVERY (2018)
 DM9958
 DM9958'RECOVERY NOTE BY MN DEPT OF TRANSP 2018 (MAS)
 DM9958'4.0 MI (6.4 KM) SOUTH OF FOLEY, 3.9 MI (6.3 KM) SOUTH ALONG TRUNK
 DM9958'HIGHWAY 25 FROM THE JUNCTION OF TRUNK HIGHWAY 25 AND TRUNK HIGHWAY 23
 DM9958'IN FOLEY, AT TRUNK HIGHWAY 25 MILE POINT 95.1, 65.4 FT (19.9 M) WEST
 DM9958'OF TRUNK HIGHWAY 25, 19.7 FT (6.0 M) NORTH OF A FIELD ENTRANCE, 2.5 FT
 DM9958'(0.8 M) SOUTH OF A WITNESS POST.
 DM9958
 DM9958                          STATION RECOVERY (2020)
 DM9958
 DM9958'RECOVERY NOTE BY MN DEPT OF TRANSP 2020 (TJD)
 DM9958'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DM9959 ***********************************************************************
 DM9959  DESIGNATION -  0507 B
 DM9959  PID         -  DM9959
 DM9959  STATE/COUNTY-  MN/BENTON
 DM9959  COUNTRY     -  US
 DM9959  USGS QUAD   -  DUELM (2019)
 DM9959
 DM9959                         *CURRENT SURVEY CONTROL
 DM9959  ______________________________________________________________________
 DM9959* NAD 83(2011) POSITION- 45 37 09.65856(N) 093 54 49.06206(W)   ADJUSTED
 DM9959* NAD 83(2011) ELLIP HT-   310.035 (meters)        (06/27/12)   ADJUSTED
 DM9959* NAD 83(2011) EPOCH   -  2010.00
 DM9959* NAVD 88 ORTHO HEIGHT -   337.407 (meters)     1106.98  (feet) ADJUSTED
 DM9959  ______________________________________________________________________
 DM9959  GEOID HEIGHT    -        -27.374 (meters)                     GEOID18
 DM9959  NAD 83(2011) X  -   -305,012.204 (meters)                     COMP
 DM9959  NAD 83(2011) Y  - -4,458,452.114 (meters)                     COMP
 DM9959  NAD 83(2011) Z  -  4,535,978.378 (meters)                     COMP
 DM9959  LAPLACE CORR    -         -3.72  (seconds)                    DEFLEC18
 DM9959  DYNAMIC HEIGHT  -        337.399 (meters)     1106.95  (feet) COMP
 DM9959  MODELED GRAVITY -    980,581.3   (mgal)                       NAVD 88
 DM9959
 DM9959  VERT ORDER      -  SECOND    CLASS I
 DM9959
 DM9959  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DM9959  Standards:
 DM9959         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DM9959            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DM9959  -------------------------------------------------------------------
 DM9959  NETWORK    0.28   0.39           0.13   0.09   0.20     -0.07762722
 DM9959  -------------------------------------------------------------------
 DM9959  Click here for local accuracies and other accuracy information.
 DM9959
 DM9959.The horizontal coordinates were established by GPS observations
 DM9959.and adjusted by the National Geodetic Survey in June 2012.
 DM9959
 DM9959.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DM9959.been affixed to the stable North American tectonic plate. See 
 DM9959.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DM9959
 DM9959.The horizontal coordinates are valid at the epoch date displayed above
 DM9959.which is a decimal equivalence of Year/Month/Day.
 DM9959
 DM9959.The orthometric height was determined by differential leveling and
 DM9959.adjusted by the NATIONAL GEODETIC SURVEY
 DM9959.in February 2013.
 DM9959
 DM9959.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM9959.GEOID18 height accuracy estimate available here.
 DM9959
 DM9959.Click photographs - Photos may exist for this station.
 DM9959
 DM9959.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DM9959
 DM9959.The Laplace correction was computed from DEFLEC18 derived deflections.
 DM9959
 DM9959.The ellipsoidal height was determined by GPS observations
 DM9959.and is referenced to NAD 83.
 DM9959
 DM9959.The dynamic height is computed by dividing the NAVD 88
 DM9959.geopotential number by the normal gravity value computed on the
 DM9959.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM9959.degrees latitude (g = 980.6199 gals.).
 DM9959
 DM9959.The modeled gravity was interpolated from observed gravity values.
 DM9959
 DM9959. The following values were computed from the NAD 83(2011) position.
 DM9959
 DM9959;                    North         East     Units Scale Factor Converg.
 DM9959;SPC MN C     -   168,894.754   826,234.461   MT  0.99999942   +0 14 36.0
 DM9959;SPC MN C     -   554,115.54  2,710,737.56   sFT  0.99999942   +0 14 36.0
 DM9959;UTM  15      - 5,052,161.932   428,772.160   MT  0.99966237   -0 39 10.8
 DM9959
 DM9959!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DM9959!SPC MN C     -   0.99995140  x   0.99999942  =   0.99995082
 DM9959!UTM  15      -   0.99995140  x   0.99966237  =   0.99961378
 DM9959
 DM9959:                Primary Azimuth Mark                     Grid Az
 DM9959:SPC MN C     -  0507 A                                   180 53 04.3
 DM9959:UTM  15      -  0507 A                                   181 46 51.1
 DM9959
 DM9959_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL2877252161(NAD 83)
 DM9959
 DM9959|---------------------------------------------------------------------|
 DM9959| PID    Reference Object                     Distance      Geod. Az  |
 DM9959|                                                           dddmmss.s |
 DM9959| DM9958 0507 A                              APPROX. 1.3 KM 1810740.3 |
 DM9959|---------------------------------------------------------------------|
 DM9959
 DM9959                          SUPERSEDED SURVEY CONTROL
 DM9959
 DM9959  NAD 83(2007)-  45 37 09.65880(N)    093 54 49.06305(W) AD(2002.00) 1
 DM9959  ELLIP H (07/18/11)  310.082  (m)                       GP(2002.00) 1 2
 DM9959  NAVD 88             337.41   (m)         1107.0    (f) LEVELING    3  
 DM9959
 DM9959.Superseded values are not recommended for survey control.
 DM9959
 DM9959.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DM9959.See file dsdata.pdf to determine how the superseded data were derived.
 DM9959
 DM9959_MARKER: I = METAL ROD
 DM9959_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DM9959_STAMPING: 0507 B 2010
 DM9959_MARK LOGO: MNDT
 DM9959_PROJECTION: RECESSED 8 CENTIMETERS
 DM9959_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DM9959_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DM9959_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DM9959+SATELLITE: SATELLITE OBSERVATIONS - August 01, 2018
 DM9959_ROD/PIPE-DEPTH: 3.0 meters
 DM9959
 DM9959  HISTORY     - Date     Condition        Report By
 DM9959  HISTORY     - 20101109 MONUMENTED       MNDT
 DM9959  HISTORY     - 20180801 GOOD             MNDT
 DM9959  HISTORY     - 20180801 GOOD             MNDT
 DM9959
 DM9959                          STATION DESCRIPTION
 DM9959
 DM9959'DESCRIBED BY MN DEPT OF TRANSP 2010 (MPP)
 DM9959'THE MARK IS 3.0 MILES SOUTH OF FOLEY, 3.1 MILES SOUTH ALONG TRUNK
 DM9959'HIGHWAY 25 FROM JUNCTION OF TRUNK HIGHWAY 25 AND TRUNK HIGHWAY 23 IN
 DM9959'FOLEY, AT TRUNK HIGHWAY 25 MILEPOINT 95.90, 66.2 FEET EAST OF TRUNK
 DM9959'HIGHWAY 25, 48.7 FEET SOUTH OF COUNTY ROAD 50, 1.5 FEET WEST OF
 DM9959'WITNESS POST.
 DM9959'
 DM9959'THE STATION MARK CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM ROD
 DM9959'DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL MARK REMOVABLE DISK SET
 DM9959'ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH PVC PIPE
 DM9959'BACKFILLED WITH WASHED SAND.
 DM9959
 DM9959                          STATION RECOVERY (2018)
 DM9959
 DM9959'RECOVERY NOTE BY MN DEPT OF TRANSP 2018 (MAS)
 DM9959'RECOVERED AS DESCRIBED.
 DM9959'
 DM9959'NOTE-THE STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM ROD
 DM9959'DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION REMOVABLE DISK
 DM9959'SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH PVC
 DM9959'PIPE BACK FILLED WITH WASHED SAND.
 DM9959
 DM9959                          STATION RECOVERY (2018)
 DM9959
 DM9959'RECOVERY NOTE BY MN DEPT OF TRANSP 2018 (MAS)
 DM9959'3.0 MI (4.8 KM) SOUTH OF FOLEY, 3.1 MI (5.0 KM) SOUTH ALONG TRUNK
 DM9959'HIGHWAY 25 FROM THE JUNCTION OF TRUNK HIGHWAY 25 AND TRUNK HIGHWAY 23
 DM9959'IN FOLEY, AT TRUNK HIGHWAY 25 MILE POINT 95.9, 66.2 FT (20.2 M) EAST
 DM9959'OF TRUNK HIGHWAY 25, 48.7 FT (14.8 M) SOUTH OF COUNTY ROAD 50, 1.5 FT
 DM9959'(0.5 M) WEST OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DN8810 ***********************************************************************
 DN8810  DESIGNATION -  0507 C
 DN8810  PID         -  DN8810
 DN8810  STATE/COUNTY-  MN/BENTON
 DN8810  COUNTRY     -  US
 DN8810  USGS QUAD   -  FOLEY (2019)
 DN8810
 DN8810                         *CURRENT SURVEY CONTROL
 DN8810  ______________________________________________________________________
 DN8810* NAD 83(1986) POSITION- 45 38 14.97   (N) 093 54 52.20   (W)   HD_HELD1
 DN8810* NAVD 88 ORTHO HEIGHT -   333.965 (meters)     1095.68  (feet) ADJUSTED
 DN8810  ______________________________________________________________________
 DN8810  GEOID HEIGHT    -        -27.355 (meters)                     GEOID18
 DN8810  DYNAMIC HEIGHT  -        333.956 (meters)     1095.65  (feet) COMP
 DN8810  MODELED GRAVITY -    980,581.4   (mgal)                       NAVD 88
 DN8810
 DN8810  VERT ORDER      -  SECOND    CLASS I
 DN8810
 DN8810.The horizontal coordinates were determined by differentially corrected
 DN8810.hand held GPS observations or other comparable positioning techniques
 DN8810.and have an estimated accuracy of +/- 3 meters.
 DN8810
 DN8810.The orthometric height was determined by differential leveling and
 DN8810.adjusted by the NATIONAL GEODETIC SURVEY
 DN8810.in February 2013.
 DN8810
 DN8810.Significant digits in the geoid height do not necessarily reflect accuracy.
 DN8810.GEOID18 height accuracy estimate available here.
 DN8810
 DN8810.Click photographs - Photos may exist for this station.
 DN8810
 DN8810.The dynamic height is computed by dividing the NAVD 88
 DN8810.geopotential number by the normal gravity value computed on the
 DN8810.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN8810.degrees latitude (g = 980.6199 gals.).
 DN8810
 DN8810.The modeled gravity was interpolated from observed gravity values.
 DN8810
 DN8810;                    North         East    Units  Estimated Accuracy
 DN8810;SPC MN C     -   170,910.8     826,157.9     MT  (+/- 3 meters HH1 GPS) 
 DN8810
 DN8810_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL2872754178(NAD 83)
 DN8810
 DN8810                          SUPERSEDED SURVEY CONTROL
 DN8810
 DN8810.No superseded survey control is available for this station.
 DN8810
 DN8810_MARKER: DV = VERTICAL CONTROL DISK
 DN8810_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 DN8810_SP_SET: BOX CULVERT
 DN8810_STAMPING: 0507 C 2010
 DN8810_MARK LOGO: MNDT
 DN8810_MAGNETIC: N = NO MAGNETIC MATERIAL
 DN8810_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DN8810+STABILITY: SURFACE MOTION
 DN8810_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DN8810+SATELLITE: SATELLITE OBSERVATIONS - August 01, 2018
 DN8810
 DN8810  HISTORY     - Date     Condition        Report By
 DN8810  HISTORY     - 19940401 MONUMENTED       MNDT
 DN8810  HISTORY     - 20101108 GOOD             MNDT
 DN8810  HISTORY     - 20180801 GOOD             MNDT
 DN8810
 DN8810                          STATION DESCRIPTION
 DN8810
 DN8810'DESCRIBED BY MN DEPT OF TRANSP 2010 (MPP)
 DN8810'A NEW DESCRIPTION FOLLOWS.
 DN8810'
 DN8810'THE MARK IS 2.0 MI (3.2 KM) SOUTH OF FOLEY.
 DN8810'
 DN8810'TO REACH THE MARK IN SOUTHEAST CORNER OF TRUNK HIGHWAY 25 HEADWALL OF
 DN8810'BOX CULVERT OVER STONY BROOK, 1.9 MI (3.1 KM) SOUTH ALONG TRUNK
 DN8810'HIGHWAY 25 FROM THE JUNCTION OF TRUNK HIGHWAY 25 AND TRUNK HIGHWAY 23
 DN8810'IN FOLEY, AT TRUNK HIGHWAY 25 MILE POINT 97.20.
 DN8810'
 DN8810'IT IS 36.0 FT (11.0 M) EAST OF TRUNK HIGHWAY 25.
 DN8810'
 DN8810'NOTE - DISC SET IN BOX CULVERT WHEN BUILT IN 1994, USED IN 2010.
 DN8810
 DN8810                          STATION RECOVERY (2018)
 DN8810
 DN8810'RECOVERY NOTE BY MN DEPT OF TRANSP 2018 (MAS)
 DN8810'2.0 MI (3.2 KM) SOUTH OF FOLEY, IN THE SOUTHEAST CORNER OF A TRUNK
 DN8810'HIGHWAY 25 HEADWALL OF A BOX CULVERT OVER STONY BROOK, 1.9 MI (3.1 KM)
 DN8810'SOUTH ALONG TRUNK HIGHWAY 25 FROM THE JUNCTION OF TRUNK HIGHWAY 25 AND
 DN8810'TRUNK HIGHWAY 23 IN FOLEY, AT TRUNK HIGHWAY 25 MILE POINT 97.2, 36.0
 DN8810'FT (11.0 M) EAST OF TRUNK HIGHWAY 25.  THE DISK WAS SET IN THE CULVERT
 DN8810'WHEN IT WAS BUILT IN 1994, THEN STAMPED WHEN IT WAS USED IN 2010.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DM9960 ***********************************************************************
 DM9960  DESIGNATION -  0507 D
 DM9960  PID         -  DM9960
 DM9960  STATE/COUNTY-  MN/BENTON
 DM9960  COUNTRY     -  US
 DM9960  USGS QUAD   -  FOLEY (2019)
 DM9960
 DM9960                         *CURRENT SURVEY CONTROL
 DM9960  ______________________________________________________________________
 DM9960* NAD 83(2011) POSITION- 45 38 51.87968(N) 093 54 56.05306(W)   ADJUSTED
 DM9960* NAD 83(2011) ELLIP HT-   317.699 (meters)        (06/27/12)   ADJUSTED
 DM9960* NAD 83(2011) EPOCH   -  2010.00
 DM9960* NAVD 88 ORTHO HEIGHT -   345.045 (meters)     1132.04  (feet) ADJUSTED
 DM9960  ______________________________________________________________________
 DM9960  GEOID HEIGHT    -        -27.343 (meters)                     GEOID18
 DM9960  NAD 83(2011) X  -   -305,009.613 (meters)                     COMP
 DM9960  NAD 83(2011) Y  - -4,456,196.170 (meters)                     COMP
 DM9960  NAD 83(2011) Z  -  4,538,190.720 (meters)                     COMP
 DM9960  LAPLACE CORR    -         -3.91  (seconds)                    DEFLEC18
 DM9960  DYNAMIC HEIGHT  -        345.036 (meters)     1132.01  (feet) COMP
 DM9960  MODELED GRAVITY -    980,581.5   (mgal)                       NAVD 88
 DM9960
 DM9960  VERT ORDER      -  SECOND    CLASS I
 DM9960
 DM9960  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DM9960  Standards:
 DM9960         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DM9960            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DM9960  -------------------------------------------------------------------
 DM9960  NETWORK    0.29   0.41           0.13   0.10   0.21     -0.08353637
 DM9960  -------------------------------------------------------------------
 DM9960  Click here for local accuracies and other accuracy information.
 DM9960
 DM9960.The horizontal coordinates were established by GPS observations
 DM9960.and adjusted by the National Geodetic Survey in June 2012.
 DM9960
 DM9960.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DM9960.been affixed to the stable North American tectonic plate. See 
 DM9960.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DM9960
 DM9960.The horizontal coordinates are valid at the epoch date displayed above
 DM9960.which is a decimal equivalence of Year/Month/Day.
 DM9960
 DM9960.The orthometric height was determined by differential leveling and
 DM9960.adjusted by the NATIONAL GEODETIC SURVEY
 DM9960.in February 2013.
 DM9960
 DM9960.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM9960.GEOID18 height accuracy estimate available here.
 DM9960
 DM9960.Click photographs - Photos may exist for this station.
 DM9960
 DM9960.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DM9960
 DM9960.The Laplace correction was computed from DEFLEC18 derived deflections.
 DM9960
 DM9960.The ellipsoidal height was determined by GPS observations
 DM9960.and is referenced to NAD 83.
 DM9960
 DM9960.The dynamic height is computed by dividing the NAVD 88
 DM9960.geopotential number by the normal gravity value computed on the
 DM9960.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM9960.degrees latitude (g = 980.6199 gals.).
 DM9960
 DM9960.The modeled gravity was interpolated from observed gravity values.
 DM9960
 DM9960. The following values were computed from the NAD 83(2011) position.
 DM9960
 DM9960;                    North         East     Units Scale Factor Converg.
 DM9960;SPC MN C     -   172,049.985   826,069.680   MT  0.99999341   +0 14 30.9
 DM9960;SPC MN C     -   564,467.33  2,710,196.94   sFT  0.99999341   +0 14 30.9
 DM9960;UTM  15      - 5,055,318.300   428,656.804   MT  0.99966258   -0 39 17.0
 DM9960
 DM9960!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DM9960!SPC MN C     -   0.99995020  x   0.99999341  =   0.99994361
 DM9960!UTM  15      -   0.99995020  x   0.99966258  =   0.99961279
 DM9960
 DM9960_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL2865655318(NAD 83)
 DM9960
 DM9960                          SUPERSEDED SURVEY CONTROL
 DM9960
 DM9960  NAD 83(2007)-  45 38 51.87991(N)    093 54 56.05399(W) AD(2002.00) 1
 DM9960  ELLIP H (07/18/11)  317.745  (m)                       GP(2002.00) 1 2
 DM9960  NAVD 88             345.05   (m)         1132.1    (f) LEVELING    3  
 DM9960
 DM9960.Superseded values are not recommended for survey control.
 DM9960
 DM9960.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DM9960.See file dsdata.pdf to determine how the superseded data were derived.
 DM9960
 DM9960_MARKER: I = METAL ROD
 DM9960_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DM9960_STAMPING: 0507 D 2010
 DM9960_MARK LOGO: MNDT
 DM9960_PROJECTION: RECESSED 8 CENTIMETERS
 DM9960_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DM9960_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DM9960_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DM9960+SATELLITE: SATELLITE OBSERVATIONS - June 10, 2020
 DM9960_ROD/PIPE-DEPTH: 3.7 meters
 DM9960
 DM9960  HISTORY     - Date     Condition        Report By
 DM9960  HISTORY     - 20101109 MONUMENTED       MNDT
 DM9960  HISTORY     - 20170225 GOOD             MNDT
 DM9960  HISTORY     - 20180801 GOOD             MNDT
 DM9960  HISTORY     - 20200610 GOOD             MNDT
 DM9960
 DM9960                          STATION DESCRIPTION
 DM9960
 DM9960'DESCRIBED BY MN DEPT OF TRANSP 2010 (MPP)
 DM9960'THE MARK IS 1.0 MILE SOUTH OF FOLEY, 1.1 MILES SOUTH ALONG TRUNK
 DM9960'HIGHWAY 25 FROM JUNCTION OF TRUNK HIGHWAY 25 AND TRUNK HIGHWAY 23 IN
 DM9960'FOLEY, AT TRUNK HIGHWAY 25 MILEPOINT 97.90, 64.6 FEET WEST OF TRUNK
 DM9960'HIGHWAY 25, 42.3 FEET SOUTH OF 55TH STREET NORTHEAST, 3.0 FEET EAST OF
 DM9960'WITNESS POST.
 DM9960'
 DM9960'THE STATION MARK CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM ROD
 DM9960'DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL MARK REMOVABLE DISK SET
 DM9960'ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH PVC PIPE
 DM9960'BACKFILLED WITH WASHED SAND.
 DM9960
 DM9960                          STATION RECOVERY (2017)
 DM9960
 DM9960'RECOVERY NOTE BY MN DEPT OF TRANSP 2017 (MAS)
 DM9960'RECOVERED AS DESCRIBED.
 DM9960
 DM9960                          STATION RECOVERY (2018)
 DM9960
 DM9960'RECOVERY NOTE BY MN DEPT OF TRANSP 2018 (MAS)
 DM9960'1.0 MI (1.6 KM) SOUTH OF FOLEY, 1.1 MI (1.8 KM) SOUTH ALONG TRUNK
 DM9960'HIGHWAY 25 FROM THE JUNCTION OF TRUNK HIGHWAY 25 AND TRUNK HIGHWAY 23
 DM9960'IN FOLEY, AT TRUNK HIGHWAY 25 MILE POINT 97.9, 64.6 FT (19.7 M) WEST
 DM9960'OF TRUNK HIGHWAY 25, 42.3 FT (12.9 M) SOUTH OF 55TH STREET NORTHEAST,
 DM9960'3.0 FT (0.9 M) EAST OF A WITNESS POST.
 DM9960
 DM9960                          STATION RECOVERY (2020)
 DM9960
 DM9960'RECOVERY NOTE BY MN DEPT OF TRANSP 2020 (TJD)
 DM9960'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DR2894 ***********************************************************************
 DR2894  DESIGNATION -  0507 E
 DR2894  PID         -  DR2894
 DR2894  STATE/COUNTY-  MN/BENTON
 DR2894  COUNTRY     -  US
 DR2894  USGS QUAD   -  DUELM (2019)
 DR2894
 DR2894                         *CURRENT SURVEY CONTROL
 DR2894  ______________________________________________________________________
 DR2894* NAD 83(2011) POSITION- 45 35 53.66422(N) 093 54 48.93278(W)   ADJUSTED
 DR2894* NAD 83(2011) ELLIP HT-   307.960 (meters)        (03/30/20)   ADJUSTED
 DR2894* NAD 83(2011) EPOCH   -  2010.00
 DR2894* NAVD 88 ORTHO HEIGHT -   335.356 (meters)     1100.25  (feet) ADJUSTED
 DR2894  ______________________________________________________________________
 DR2894  GEOID HEIGHT    -        -27.395 (meters)                     GEOID18
 DR2894  NAD 83(2011) X  -   -305,123.743 (meters)                     COMP
 DR2894  NAD 83(2011) Y  - -4,460,123.570 (meters)                     COMP
 DR2894  NAD 83(2011) Z  -  4,534,335.529 (meters)                     COMP
 DR2894  LAPLACE CORR    -         -3.59  (seconds)                    DEFLEC18
 DR2894  DYNAMIC HEIGHT  -        335.347 (meters)     1100.22  (feet) COMP
 DR2894  MODELED GRAVITY -    980,581.0   (mgal)                       NAVD 88
 DR2894
 DR2894  VERT ORDER      -  SECOND    CLASS I
 DR2894
 DR2894  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DR2894  Standards:
 DR2894         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DR2894            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DR2894  -------------------------------------------------------------------
 DR2894  NETWORK    0.73   1.12           0.34   0.24   0.57      0.06454230
 DR2894  -------------------------------------------------------------------
 DR2894  Click here for local accuracies and other accuracy information.
 DR2894
 DR2894.The horizontal coordinates were established by GPS observations
 DR2894.and adjusted by the MN DEPT OF TRANSP in March 2020.
 DR2894
 DR2894.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DR2894.been affixed to the stable North American tectonic plate. See 
 DR2894.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DR2894
 DR2894.The horizontal coordinates are valid at the epoch date displayed above
 DR2894.which is a decimal equivalence of Year/Month/Day.
 DR2894
 DR2894.The orthometric height was determined by differential leveling and
 DR2894.adjusted by the NATIONAL GEODETIC SURVEY
 DR2894.in April 2021.
 DR2894
 DR2894.Significant digits in the geoid height do not necessarily reflect accuracy.
 DR2894.GEOID18 height accuracy estimate available here.
 DR2894
 DR2894.Click photographs - Photos may exist for this station.
 DR2894
 DR2894.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DR2894
 DR2894.The Laplace correction was computed from DEFLEC18 derived deflections.
 DR2894
 DR2894.The ellipsoidal height was determined by GPS observations
 DR2894.and is referenced to NAD 83.
 DR2894
 DR2894.The dynamic height is computed by dividing the NAVD 88
 DR2894.geopotential number by the normal gravity value computed on the
 DR2894.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DR2894.degrees latitude (g = 980.6199 gals.).
 DR2894
 DR2894.The modeled gravity was interpolated from observed gravity values.
 DR2894
 DR2894. The following values were computed from the NAD 83(2011) position.
 DR2894
 DR2894;                    North         East     Units Scale Factor Converg.
 DR2894;SPC MN C     -   166,548.592   826,247.227   MT  1.00000404   +0 14 36.1
 DR2894;SPC MN C     -   546,418.17  2,710,779.44   sFT  1.00000404   +0 14 36.1
 DR2894;UTM  15      - 5,049,816.653   428,748.236   MT  0.99966242   -0 39 09.9
 DR2894
 DR2894!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DR2894!SPC MN C     -   0.99995172  x   1.00000404  =   0.99995576
 DR2894!UTM  15      -   0.99995172  x   0.99966242  =   0.99961416
 DR2894
 DR2894_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL2874849816(NAD 83)
 DR2894
 DR2894                          SUPERSEDED SURVEY CONTROL
 DR2894
 DR2894.No superseded survey control is available for this station.
 DR2894
 DR2894_MARKER: I = METAL ROD
 DR2894_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DR2894_STAMPING: 0507 E 2018
 DR2894_MARK LOGO: MNDT
 DR2894_PROJECTION: RECESSED 8 CENTIMETERS
 DR2894_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DR2894_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DR2894_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DR2894+SATELLITE: SATELLITE OBSERVATIONS - March 27, 2019
 DR2894_ROD/PIPE-DEPTH: 3.4 meters
 DR2894
 DR2894  HISTORY     - Date     Condition        Report By
 DR2894  HISTORY     - 20180813 MONUMENTED       MNDT
 DR2894  HISTORY     - 20190327 GOOD             MNDT
 DR2894
 DR2894                          STATION DESCRIPTION
 DR2894
 DR2894'DESCRIBED BY MN DEPT OF TRANSP 2018
 DR2894'THE MARK IS LOCATED ABOUT 4.5 MI (7.2 KM) SOUTH OF FOLEY.
 DR2894'
 DR2894'TO REACH THE MARK GO 4.6 MI (7.4 KM) SOUTH ALONG TRUNK HIGHWAY 25 FROM
 DR2894'THE JUNCTION TRUNK HIGHWAY 25 AND TRUNK HIGHWAY 23 IN FOLEY, AT TRUNK
 DR2894'HIGHWAY 25 MILE POINT 94.45.
 DR2894'
 DR2894'THE MARK IS 71.1 FT (21.7 M) EAST OF TRUNK HIGHWAY 25, 40.4 FT (12.3
 DR2894'M) NORTH OF A FIELD ENTRANCE, 1.0 FT (0.3 M) WEST OF A WITNESS POST.
 DR2894'
 DR2894'NOTE-THE STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM ROD
 DR2894'DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION REMOVABLE DISK
 DR2894'SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH PVC
 DR2894'PIPE BACK FILLED WITH WASHED SAND.
 DR2894
 DR2894                          STATION RECOVERY (2019)
 DR2894
 DR2894'RECOVERY NOTE BY MN DEPT OF TRANSP 2019 (TXD)
 DR2894'4.5 MILES SOUTH OF FOLEY, 4.6 MILES SOUTH ALONG TRUNK HIGHWAY 25 FROM
 DR2894'THE JUNCTION OF TRUNK HIGHWAY 25 AND TRUNK HIGHWAY 23 IN FOLEY, AT
 DR2894'TRUNK HIGHWAY 25 MILEPOINT 94.45, 71.1 FEET EAST OF TRUNK HIGHWAY 25,
 DR2894'40.4 FEET NORTH OF A FIELD ENTRANCE, 1.0 FOOT WEST OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DR2895 ***********************************************************************
 DR2895  DESIGNATION -  0508 A RESET
 DR2895  PID         -  DR2895
 DR2895  STATE/COUNTY-  MN/BENTON
 DR2895  COUNTRY     -  US
 DR2895  USGS QUAD   -  FOLEY (2019)
 DR2895
 DR2895                         *CURRENT SURVEY CONTROL
 DR2895  ______________________________________________________________________
 DR2895* NAD 83(2011) POSITION- 45 40 36.09466(N) 093 55 27.77211(W)   ADJUSTED
 DR2895* NAD 83(2011) ELLIP HT-   326.155 (meters)        (03/30/20)   ADJUSTED
 DR2895* NAD 83(2011) EPOCH   -  2010.00
 DR2895* NAVD 88 ORTHO HEIGHT -   353.466 (meters)     1159.66  (feet) ADJUSTED
 DR2895  ______________________________________________________________________
 DR2895  GEOID HEIGHT    -        -27.301 (meters)                     GEOID18
 DR2895  NAD 83(2011) X  -   -305,537.775 (meters)                     COMP
 DR2895  NAD 83(2011) Y  - -4,453,859.141 (meters)                     COMP
 DR2895  NAD 83(2011) Z  -  4,540,445.540 (meters)                     COMP
 DR2895  LAPLACE CORR    -         -3.95  (seconds)                    DEFLEC18
 DR2895  DYNAMIC HEIGHT  -        353.458 (meters)     1159.64  (feet) COMP
 DR2895  MODELED GRAVITY -    980,582.4   (mgal)                       NAVD 88
 DR2895
 DR2895  VERT ORDER      -  SECOND    CLASS I
 DR2895
 DR2895  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DR2895  Standards:
 DR2895         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DR2895            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DR2895  -------------------------------------------------------------------
 DR2895  NETWORK    0.82   1.25           0.38   0.27   0.64      0.06645340
 DR2895  -------------------------------------------------------------------
 DR2895  Click here for local accuracies and other accuracy information.
 DR2895
 DR2895.The horizontal coordinates were established by GPS observations
 DR2895.and adjusted by the MN DEPT OF TRANSP in March 2020.
 DR2895
 DR2895.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DR2895.been affixed to the stable North American tectonic plate. See 
 DR2895.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DR2895
 DR2895.The horizontal coordinates are valid at the epoch date displayed above
 DR2895.which is a decimal equivalence of Year/Month/Day.
 DR2895
 DR2895.The orthometric height was determined by differential leveling and
 DR2895.adjusted by the NATIONAL GEODETIC SURVEY
 DR2895.in April 2021.
 DR2895
 DR2895.Significant digits in the geoid height do not necessarily reflect accuracy.
 DR2895.GEOID18 height accuracy estimate available here.
 DR2895
 DR2895.Click photographs - Photos may exist for this station.
 DR2895
 DR2895.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DR2895
 DR2895.The Laplace correction was computed from DEFLEC18 derived deflections.
 DR2895
 DR2895.The ellipsoidal height was determined by GPS observations
 DR2895.and is referenced to NAD 83.
 DR2895
 DR2895.The dynamic height is computed by dividing the NAVD 88
 DR2895.geopotential number by the normal gravity value computed on the
 DR2895.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DR2895.degrees latitude (g = 980.6199 gals.).
 DR2895
 DR2895.The modeled gravity was interpolated from observed gravity values.
 DR2895
 DR2895. The following values were computed from the NAD 83(2011) position.
 DR2895
 DR2895;                    North         East     Units Scale Factor Converg.
 DR2895;SPC MN C     -   175,264.550   825,369.628   MT  0.99998753   +0 14 08.0
 DR2895;SPC MN C     -   575,013.78  2,707,900.19   sFT  0.99998753   +0 14 08.0
 DR2895;UTM  15      - 5,058,542.372   428,007.361   MT  0.99966372   -0 39 40.8
 DR2895
 DR2895!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DR2895!SPC MN C     -   0.99994887  x   0.99998753  =   0.99993640
 DR2895!UTM  15      -   0.99994887  x   0.99966372  =   0.99961261
 DR2895
 DR2895_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL2800758542(NAD 83)
 DR2895
 DR2895                          SUPERSEDED SURVEY CONTROL
 DR2895
 DR2895.No superseded survey control is available for this station.
 DR2895
 DR2895_MARKER: I = METAL ROD
 DR2895_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DR2895_STAMPING: 0508 A RESET 2018
 DR2895_MARK LOGO: MNDT
 DR2895_PROJECTION: RECESSED 30 CENTIMETERS
 DR2895_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DR2895_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DR2895_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DR2895+SATELLITE: SATELLITE OBSERVATIONS - March 26, 2019
 DR2895_ROD/PIPE-DEPTH: 4.3 meters
 DR2895
 DR2895  HISTORY     - Date     Condition        Report By
 DR2895  HISTORY     - 20180809 MONUMENTED       MNDT
 DR2895  HISTORY     - 20190326 GOOD             MNDT
 DR2895
 DR2895                          STATION DESCRIPTION
 DR2895
 DR2895'DESCRIBED BY MN DEPT OF TRANSP 2018
 DR2895'THE MARK IS LOCATED ABOUT 1.0 MI (1.6 KM) NORTH-NORTHWEST OF FOLEY.
 DR2895'
 DR2895'TO REACH THE MARK GO 1.0 MI (1.6 KM) NORTH ALONG TRUNK HIGHWAY 25 FROM
 DR2895'THE JUNCTION OF TRUNK HIGHWAY 25 AND TRUNK HIGHWAY 23 IN FOLEY, AT
 DR2895'TRUNK HIGHWAY 25 MILE POINT 100.35.
 DR2895'
 DR2895'THE MARK IS 142.5 FT (43.4 M) EAST OF TRUNK HIGHWAY 25, 31.0 FT (9.4
 DR2895'M) SOUTH OF 75TH STREET NORTHEAST, 4.4 FT (1.3 M) WEST OF A POWER
 DR2895'POLE, 1.4 FT (0.4 M) WEST OF A WITNESS POST.
 DR2895'
 DR2895'NOTE-THE STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM ROD
 DR2895'DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION REMOVABLE DISK
 DR2895'SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH PVC
 DR2895'PIPE BACK FILLED WITH WASHED SAND.
 DR2895
 DR2895                          STATION RECOVERY (2019)
 DR2895
 DR2895'RECOVERY NOTE BY MN DEPT OF TRANSP 2019 (BDH)
 DR2895'1.0 MILE NORTH-NORTHWEST OF FOLEY, 1.0 MILE NORTH ALONG TRUNK HIGHWAY
 DR2895'25 FROM THE JUNCTION OF TRUNK HIGHWAY 25 AND TRUNK HIGHWAY 23 IN
 DR2895'FOLEY, AT TRUNK HIGHWAY 25 MILEPOINT 100.35, 142.5 FEET EAST OF TRUNK
 DR2895'HIGHWAY 25, 31.0 FEET SOUTH OF 75TH STREET NORTHEAST, 4.4 FEET WEST OF
 DR2895'A POWER POLE, 1.4 FEET WEST OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DR2897 ***********************************************************************
 DR2897  DESIGNATION -  0508 AA
 DR2897  PID         -  DR2897
 DR2897  STATE/COUNTY-  MN/BENTON
 DR2897  COUNTRY     -  US
 DR2897  USGS QUAD   -  FOLEY (2019)
 DR2897
 DR2897                         *CURRENT SURVEY CONTROL
 DR2897  ______________________________________________________________________
 DR2897* NAD 83(2011) POSITION- 45 44 08.29637(N) 093 57 07.17120(W)   ADJUSTED
 DR2897* NAD 83(2011) ELLIP HT-   335.737 (meters)        (03/30/20)   ADJUSTED
 DR2897* NAD 83(2011) EPOCH   -  2010.00
 DR2897* NAVD 88 ORTHO HEIGHT -   362.924 (meters)     1190.69  (feet) ADJUSTED
 DR2897  ______________________________________________________________________
 DR2897  GEOID HEIGHT    -        -27.191 (meters)                     GEOID18
 DR2897  NAD 83(2011) X  -   -307,361.309 (meters)                     COMP
 DR2897  NAD 83(2011) Y  - -4,449,039.639 (meters)                     COMP
 DR2897  NAD 83(2011) Z  -  4,545,027.777 (meters)                     COMP
 DR2897  LAPLACE CORR    -         -3.55  (seconds)                    DEFLEC18
 DR2897  DYNAMIC HEIGHT  -        362.917 (meters)     1190.67  (feet) COMP
 DR2897  MODELED GRAVITY -    980,585.4   (mgal)                       NAVD 88
 DR2897
 DR2897  VERT ORDER      -  SECOND    CLASS I
 DR2897
 DR2897  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DR2897  Standards:
 DR2897         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DR2897            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DR2897  -------------------------------------------------------------------
 DR2897  NETWORK    0.63   0.96           0.29   0.21   0.49      0.07810062
 DR2897  -------------------------------------------------------------------
 DR2897  Click here for local accuracies and other accuracy information.
 DR2897
 DR2897.The horizontal coordinates were established by GPS observations
 DR2897.and adjusted by the MN DEPT OF TRANSP in March 2020.
 DR2897
 DR2897.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DR2897.been affixed to the stable North American tectonic plate. See 
 DR2897.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DR2897
 DR2897.The horizontal coordinates are valid at the epoch date displayed above
 DR2897.which is a decimal equivalence of Year/Month/Day.
 DR2897
 DR2897.The orthometric height was determined by differential leveling and
 DR2897.adjusted by the NATIONAL GEODETIC SURVEY
 DR2897.in April 2021.
 DR2897
 DR2897.Significant digits in the geoid height do not necessarily reflect accuracy.
 DR2897.GEOID18 height accuracy estimate available here.
 DR2897
 DR2897.Click photographs - Photos may exist for this station.
 DR2897
 DR2897.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DR2897
 DR2897.The Laplace correction was computed from DEFLEC18 derived deflections.
 DR2897
 DR2897.The ellipsoidal height was determined by GPS observations
 DR2897.and is referenced to NAD 83.
 DR2897
 DR2897.The dynamic height is computed by dividing the NAVD 88
 DR2897.geopotential number by the normal gravity value computed on the
 DR2897.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DR2897.degrees latitude (g = 980.6199 gals.).
 DR2897
 DR2897.The modeled gravity was interpolated from observed gravity values.
 DR2897
 DR2897. The following values were computed from the NAD 83(2011) position.
 DR2897
 DR2897;                    North         East     Units Scale Factor Converg.
 DR2897;SPC MN C     -   181,807.383   823,193.771   MT  0.99997635   +0 12 56.1
 DR2897;SPC MN C     -   596,479.72  2,700,761.56   sFT  0.99997635   +0 12 56.1
 DR2897;UTM  15      - 5,065,116.391   425,934.868   MT  0.99966744   -0 40 54.4
 DR2897
 DR2897!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DR2897!SPC MN C     -   0.99994737  x   0.99997635  =   0.99992372
 DR2897!UTM  15      -   0.99994737  x   0.99966744  =   0.99961483
 DR2897
 DR2897_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL2593465116(NAD 83)
 DR2897
 DR2897                          SUPERSEDED SURVEY CONTROL
 DR2897
 DR2897.No superseded survey control is available for this station.
 DR2897
 DR2897_MARKER: I = METAL ROD
 DR2897_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DR2897_STAMPING: 0508 AA 2018
 DR2897_MARK LOGO: MNDT
 DR2897_PROJECTION: RECESSED 3 CENTIMETERS
 DR2897_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DR2897_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DR2897_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DR2897+SATELLITE: SATELLITE OBSERVATIONS - March 26, 2019
 DR2897_ROD/PIPE-DEPTH: 4.6 meters
 DR2897
 DR2897  HISTORY     - Date     Condition        Report By
 DR2897  HISTORY     - 20180813 MONUMENTED       MNDT
 DR2897  HISTORY     - 20190326 GOOD             MNDT
 DR2897
 DR2897                          STATION DESCRIPTION
 DR2897
 DR2897'DESCRIBED BY MN DEPT OF TRANSP 2018
 DR2897'THE MARK IS LOCATED ABOUT IN GILMAN.
 DR2897'
 DR2897'TO REACH THE MARK AT THE JUNCTION OF TRUNK HIGHWAY 25 AND COUNTY ROAD
 DR2897'5 AND COUNTY ROAD 84 IN GILMAN, AT TRUNK HIGHWAY 25 MILE POINT 104.95.
 DR2897'THE MARK IS 68.9 FT (21.0 M) NORTHEAST OF TRUNK HIGHWAY 25, 71.5 FT
 DR2897'(21.8 M) WEST OF COUNTY ROAD 5 (115TH STREET NORTHEAST), 56.2 FT (17.1
 DR2897'M) SOUTHWEST OF A GRAVEL ROAD, 32.1 NORTHEAST OF A WITNESS POST.
 DR2897'
 DR2897'NOTE-THE STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM ROD
 DR2897'DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION REMOVABLE DISK
 DR2897'SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH PVC
 DR2897'PIPE BACK FILLED WITH WASHED SAND.
 DR2897
 DR2897                          STATION RECOVERY (2019)
 DR2897
 DR2897'RECOVERY NOTE BY MN DEPT OF TRANSP 2019 (KXS)
 DR2897'IN GILMAN, AT THE JUNCTION OF TRUNK HIGHWAY 25 AND COUNTY ROAD 5 AND
 DR2897'COUNTY ROAD 84 IN GILMAN, AT TRUNK HIGHWAY 25 MILEPOINT 104.95, 68.9
 DR2897'FEET NORTHEAST OF TRUNK HIGHWAY 25, 71.5 FEET WEST OF COUNTY ROAD 5
 DR2897'(115TH STREET NORTHEAST), 56.2 FEET SOUTHWEST OF A GRAVEL ROAD, 32.1
 DR2897'NORTHEAST OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 AH7422 ***********************************************************************
 AH7422  DESIGNATION -  0508 B
 AH7422  PID         -  AH7422
 AH7422  STATE/COUNTY-  MN/BENTON
 AH7422  COUNTRY     -  US
 AH7422  USGS QUAD   -  FOLEY (2019)
 AH7422
 AH7422                         *CURRENT SURVEY CONTROL
 AH7422  ______________________________________________________________________
 AH7422* NAD 83(2011) POSITION- 45 41 29.86589(N) 093 55 33.94592(W)   ADJUSTED
 AH7422* NAD 83(2011) ELLIP HT-   330.222 (meters)        (03/30/20)   ADJUSTED
 AH7422* NAD 83(2011) EPOCH   -  2010.00
 AH7422* NAVD 88 ORTHO HEIGHT -   357.503 (meters)     1172.91  (feet) ADJUSTED
 AH7422  ______________________________________________________________________
 AH7422  GEOID HEIGHT    -        -27.283 (meters)                     GEOID18
 AH7422  NAD 83(2011) X  -   -305,589.946 (meters)                     COMP
 AH7422  NAD 83(2011) Y  - -4,452,667.744 (meters)                     COMP
 AH7422  NAD 83(2011) Z  -  4,541,608.288 (meters)                     COMP
 AH7422  LAPLACE CORR    -         -3.94  (seconds)                    DEFLEC18
 AH7422  DYNAMIC HEIGHT  -        357.495 (meters)     1172.88  (feet) COMP
 AH7422  MODELED GRAVITY -    980,582.9   (mgal)                       NAVD 88
 AH7422
 AH7422  VERT ORDER      -  SECOND    CLASS I
 AH7422
 AH7422  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AH7422  Standards:
 AH7422         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AH7422            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AH7422  -------------------------------------------------------------------
 AH7422  NETWORK    0.80   1.27           0.37   0.27   0.65      0.06254573
 AH7422  -------------------------------------------------------------------
 AH7422  Click here for local accuracies and other accuracy information.
 AH7422
 AH7422.The horizontal coordinates were established by GPS observations
 AH7422.and adjusted by the MN DEPT OF TRANSP in March 2020.
 AH7422
 AH7422.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AH7422.been affixed to the stable North American tectonic plate. See 
 AH7422.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AH7422
 AH7422.The horizontal coordinates are valid at the epoch date displayed above
 AH7422.which is a decimal equivalence of Year/Month/Day.
 AH7422
 AH7422.The orthometric height was determined by differential leveling and
 AH7422.adjusted by the NATIONAL GEODETIC SURVEY
 AH7422.in August 2004.
 AH7422
 AH7422.Significant digits in the geoid height do not necessarily reflect accuracy.
 AH7422.GEOID18 height accuracy estimate available here.
 AH7422
 AH7422.Click photographs - Photos may exist for this station.
 AH7422
 AH7422.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AH7422
 AH7422.The Laplace correction was computed from DEFLEC18 derived deflections.
 AH7422
 AH7422.The ellipsoidal height was determined by GPS observations
 AH7422.and is referenced to NAD 83.
 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. The following values were computed from the NAD 83(2011) position.
 AH7422
 AH7422;                    North         East     Units Scale Factor Converg.
 AH7422;SPC MN C     -   176,924.079   825,229.225   MT  0.99998460   +0 14 03.5
 AH7422;SPC MN C     -   580,458.42  2,707,439.55   sFT  0.99998460   +0 14 03.5
 AH7422;UTM  15      - 5,060,203.361   427,892.991   MT  0.99966392   -0 39 45.8
 AH7422
 AH7422!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH7422!SPC MN C     -   0.99994823  x   0.99998460  =   0.99993283
 AH7422!UTM  15      -   0.99994823  x   0.99966392  =   0.99961217
 AH7422
 AH7422_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL2789260203(NAD 83)
 AH7422
 AH7422                          SUPERSEDED SURVEY CONTROL
 AH7422
 AH7422.No superseded survey control is available for this station.
 AH7422
 AH7422_MARKER: DD = SURVEY DISK
 AH7422_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 AH7422_STAMPING: 0508 B 1994
 AH7422_MARK LOGO: MNDT
 AH7422_PROJECTION: RECESSED 8 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 - March 26, 2019
 AH7422_ROD/PIPE-DEPTH: 3.0 meters
 AH7422
 AH7422  HISTORY     - Date     Condition        Report By
 AH7422  HISTORY     - 1994     MONUMENTED       MNDT
 AH7422  HISTORY     - 20170424 GOOD             MNDT
 AH7422  HISTORY     - 20180807 GOOD             MNDT
 AH7422  HISTORY     - 20180807 GOOD             MNDT
 AH7422  HISTORY     - 20190326 GOOD             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.
 AH7422
 AH7422                          STATION RECOVERY (2017)
 AH7422
 AH7422'RECOVERY NOTE BY MN DEPT OF TRANSP 2017 (MAS)
 AH7422'RECOVERED AS DESCRIBED.
 AH7422
 AH7422                          STATION RECOVERY (2018)
 AH7422
 AH7422'RECOVERY NOTE BY MN DEPT OF TRANSP 2018 (KMS)
 AH7422'RECOVERED AS DESCRIBED.
 AH7422
 AH7422                          STATION RECOVERY (2018)
 AH7422
 AH7422'RECOVERY NOTE BY MN DEPT OF TRANSP 2018 (MAS)
 AH7422'2.0 MI (3.2 KM) NORTH-NORTHWEST OF FOLEY, 2.0 MI (3.2 KM) NORTH ALONG
 AH7422'TRUNK HIGHWAY 25 FROM THE JUNCTION OF TRUNK HIGHWAY 25 AND TRUNK
 AH7422'HIGHWAY 23 IN FOLEY, AT TRUNK HIGHWAY 25 MILE POINT 101.35, 280.0 FT
 AH7422'(85.3 M) WEST OF TRUNK HIGHWAY 25, 36.0 FT (11.0 M) NORTH OF COUNTY
 AH7422'ROAD 43 (85TH AVENUE NORTHEAST), 4.2 FT (1.3 M) EAST OF A POWER POLE
 AH7422'NUMBER WITH THE GROUND 108, 16.5 FT (5.0 M) WEST OF EXTENDED DRIVEWAY
 AH7422'NUMBER 11454, 1.4 FT (0.4 M) EAST OF A WITNESS POST.
 AH7422
 AH7422                          STATION RECOVERY (2019)
 AH7422
 AH7422'RECOVERY NOTE BY MN DEPT OF TRANSP 2019 (BDH)
 AH7422'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 AH7423 ***********************************************************************
 AH7423  DESIGNATION -  0508 C
 AH7423  PID         -  AH7423
 AH7423  STATE/COUNTY-  MN/BENTON
 AH7423  COUNTRY     -  US
 AH7423  USGS QUAD   -  FOLEY (2019)
 AH7423
 AH7423                         *CURRENT SURVEY CONTROL
 AH7423  ______________________________________________________________________
 AH7423* NAD 83(1986) POSITION- 45 42 22.03   (N) 093 55 26.40   (W)   HD_HELD1
 AH7423* NAVD 88 ORTHO HEIGHT -   361.672 (meters)     1186.59  (feet) ADJUSTED
 AH7423  ______________________________________________________________________
 AH7423  GEOID HEIGHT    -        -27.269 (meters)                     GEOID18
 AH7423  DYNAMIC HEIGHT  -        361.664 (meters)     1186.56  (feet) COMP
 AH7423  MODELED GRAVITY -    980,583.3   (mgal)                       NAVD 88
 AH7423
 AH7423  VERT ORDER      -  SECOND    CLASS I
 AH7423
 AH7423.The horizontal coordinates were determined by differentially corrected
 AH7423.hand held GPS observations or other comparable positioning techniques
 AH7423.and have an estimated accuracy of +/- 3 meters.
 AH7423
 AH7423.The orthometric height was determined by differential leveling and
 AH7423.adjusted by the NATIONAL GEODETIC SURVEY
 AH7423.in August 2004.
 AH7423
 AH7423.Significant digits in the geoid height do not necessarily reflect accuracy.
 AH7423.GEOID18 height accuracy estimate available here.
 AH7423
 AH7423.Click photographs - Photos may exist for this station.
 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     -   178,535.2     825,385.9     MT  (+/- 3 meters HH1 GPS) 
 AH7423
 AH7423_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL2807461811(NAD 83)
 AH7423
 AH7423                          SUPERSEDED SURVEY CONTROL
 AH7423
 AH7423.No superseded survey control is available for this station.
 AH7423
 AH7423_MARKER: DD = SURVEY 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 NOT SUITABLE FOR
 AH7423+SATELLITE: SATELLITE OBSERVATIONS - August 07, 2018
 AH7423_ROD/PIPE-DEPTH: 3.7 meters
 AH7423
 AH7423  HISTORY     - Date     Condition        Report By
 AH7423  HISTORY     - 1994     MONUMENTED       MNDT
 AH7423  HISTORY     - 20170424 GOOD             MNDT
 AH7423  HISTORY     - 20180807 GOOD             MNDT
 AH7423  HISTORY     - 20180807 GOOD             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.
 AH7423
 AH7423                          STATION RECOVERY (2017)
 AH7423
 AH7423'RECOVERY NOTE BY MN DEPT OF TRANSP 2017 (MAS)
 AH7423'RECOVERED AS DESCRIBED.
 AH7423
 AH7423                          STATION RECOVERY (2018)
 AH7423
 AH7423'RECOVERY NOTE BY MN DEPT OF TRANSP 2018 (KMS)
 AH7423'RECOVERED AS DESCRIBED.
 AH7423
 AH7423                          STATION RECOVERY (2018)
 AH7423
 AH7423'RECOVERY NOTE BY MN DEPT OF TRANSP 2018 (KMS)
 AH7423'3.0 MI (4.8 KM) NORTH-NORTHWEST OF FOLEY, 3.05 MI (4.91 KM) NORTH
 AH7423'ALONG TRUNK HIGHWAY 25 FROM THE JUNCTION OF TRUNK HIGHWAY 25 AND TRUNK
 AH7423'HIGHWAY 23 IN FOLEY, AT TRUNK HIGHWAY 25 MILE POINT 102.4, 182.0 FT
 AH7423'(55.5 M) EAST OF TRUNK HIGHWAY 25, 17.0 FT (5.2 M) NORTH OF 95TH
 AH7423'STREET NORTHEAST, 3.5 FT (1.1 M) EAST OF A POWER POLE, 1.8 FT (0.5 M)
 AH7423'EAST OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 AH7424 ***********************************************************************
 AH7424  DESIGNATION -  0508 D
 AH7424  PID         -  AH7424
 AH7424  STATE/COUNTY-  MN/BENTON
 AH7424  COUNTRY     -  US
 AH7424  USGS QUAD   -  FOLEY (2019)
 AH7424
 AH7424                         *CURRENT SURVEY CONTROL
 AH7424  ______________________________________________________________________
 AH7424* NAD 83(2011) POSITION- 45 43 11.45963(N) 093 55 57.47687(W)   ADJUSTED
 AH7424* NAD 83(2011) ELLIP HT-   335.583 (meters)        (06/27/12)   ADJUSTED
 AH7424* NAD 83(2011) EPOCH   -  2010.00
 AH7424* NAVD 88 ORTHO HEIGHT -   362.838 (meters)     1190.41  (feet) ADJUSTED
 AH7424  ______________________________________________________________________
 AH7424  GEOID HEIGHT    -        -27.239 (meters)                     GEOID18
 AH7424  NAD 83(2011) X  -   -305,944.186 (meters)                     COMP
 AH7424  NAD 83(2011) Y  - -4,450,396.709 (meters)                     COMP
 AH7424  NAD 83(2011) Z  -  4,543,802.651 (meters)                     COMP
 AH7424  LAPLACE CORR    -         -3.76  (seconds)                    DEFLEC18
 AH7424  DYNAMIC HEIGHT  -        362.831 (meters)     1190.39  (feet) COMP
 AH7424  MODELED GRAVITY -    980,584.2   (mgal)                       NAVD 88
 AH7424
 AH7424  VERT ORDER      -  SECOND    CLASS I
 AH7424
 AH7424  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AH7424  Standards:
 AH7424         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AH7424            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AH7424  -------------------------------------------------------------------
 AH7424  NETWORK    0.51   0.76           0.23   0.18   0.39      0.04523384
 AH7424  -------------------------------------------------------------------
 AH7424  Click here for local accuracies and other accuracy information.
 AH7424
 AH7424.The horizontal coordinates were established by GPS observations
 AH7424.and adjusted by the National Geodetic Survey in June 2012.
 AH7424
 AH7424.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AH7424.been affixed to the stable North American tectonic plate. See 
 AH7424.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AH7424
 AH7424.The horizontal coordinates are valid at the epoch date displayed above
 AH7424.which is a decimal equivalence of Year/Month/Day.
 AH7424
 AH7424.The orthometric height was determined by differential leveling and
 AH7424.adjusted by the NATIONAL GEODETIC SURVEY
 AH7424.in August 2004.
 AH7424
 AH7424.Significant digits in the geoid height do not necessarily reflect accuracy.
 AH7424.GEOID18 height accuracy estimate available here.
 AH7424
 AH7424.Click photographs - Photos may exist for this station.
 AH7424
 AH7424.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AH7424
 AH7424.The Laplace correction was computed from DEFLEC18 derived deflections.
 AH7424
 AH7424.The ellipsoidal height was determined by GPS observations
 AH7424.and is referenced to NAD 83.
 AH7424
 AH7424.The dynamic height is computed by dividing the NAVD 88
 AH7424.geopotential number by the normal gravity value computed on the
 AH7424.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH7424.degrees latitude (g = 980.6199 gals.).
 AH7424
 AH7424.The modeled gravity was interpolated from observed gravity values.
 AH7424
 AH7424. The following values were computed from the NAD 83(2011) position.
 AH7424
 AH7424;                    North         East     Units Scale Factor Converg.
 AH7424;SPC MN C     -   180,058.518   824,707.534   MT  0.99997924   +0 13 46.5
 AH7424;SPC MN C     -   590,741.99  2,705,727.97   sFT  0.99997924   +0 13 46.5
 AH7424;UTM  15      - 5,063,344.586   427,420.594   MT  0.99966476   -0 40 03.8
 AH7424
 AH7424!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH7424!SPC MN C     -   0.99994739  x   0.99997924  =   0.99992663
 AH7424!UTM  15      -   0.99994739  x   0.99966476  =   0.99961217
 AH7424
 AH7424:                Primary Azimuth Mark                     Grid Az
 AH7424:SPC MN C     -  0508 E                                   309 26 54.0
 AH7424:UTM  15      -  0508 E                                   310 20 44.3
 AH7424
 AH7424_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL2742063344(NAD 83)
 AH7424
 AH7424|---------------------------------------------------------------------|
 AH7424| PID    Reference Object                     Distance      Geod. Az  |
 AH7424|                                                           dddmmss.s |
 AH7424| AH7425 0508 E                              APPROX. 1.3 KM 3094040.5 |
 AH7424|---------------------------------------------------------------------|
 AH7424
 AH7424                          SUPERSEDED SURVEY CONTROL
 AH7424
 AH7424  NAD 83(2007)-  45 43 11.45984(N)    093 55 57.47778(W) AD(2002.00) 0
 AH7424  ELLIP H (02/10/07)  335.615  (m)                       GP(2002.00)    
 AH7424  NAD 83(1996)-  45 43 11.45981(N)    093 55 57.47754(W) AD(       ) 1
 AH7424  ELLIP H (07/06/04)  335.651  (m)                       GP(       ) 3 2
 AH7424  NAVD 88             362.84   (m)         1190.4    (f) LEVELING    3  
 AH7424
 AH7424.Superseded values are not recommended for survey control.
 AH7424
 AH7424.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH7424.See file dsdata.pdf to determine how the superseded data were derived.
 AH7424
 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 - June 10, 2020
 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  HISTORY     - 20070417 GOOD             MNDT
 AH7424  HISTORY     - 20170424 GOOD             MNDT
 AH7424  HISTORY     - 20180807 GOOD             MNDT
 AH7424  HISTORY     - 20180807 GOOD             MNDT
 AH7424  HISTORY     - 20200610 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
 AH7424
 AH7424                          STATION RECOVERY (2007)
 AH7424
 AH7424'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (KMS)
 AH7424'RECOVERED AS DESCRIBED.
 AH7424
 AH7424                          STATION RECOVERY (2017)
 AH7424
 AH7424'RECOVERY NOTE BY MN DEPT OF TRANSP 2017 (MAS)
 AH7424'RECOVERED AS DESCRIBED.
 AH7424
 AH7424                          STATION RECOVERY (2018)
 AH7424
 AH7424'RECOVERY NOTE BY MN DEPT OF TRANSP 2018 (KMS)
 AH7424'RECOVERED AS DESCRIBED.
 AH7424
 AH7424                          STATION RECOVERY (2018)
 AH7424
 AH7424'RECOVERY NOTE BY MN DEPT OF TRANSP 2018 (KMS)
 AH7424'4.0 MI (6.4 KM) NORTH-NORTHWEST OF FOLEY, 4.15 MI (6.68 KM) NORTH
 AH7424'ALONG TRUNK HIGHWAY 25 FROM THE JUNCTION OF TRUNK HIGHWAY 25 AND TRUNK
 AH7424'HIGHWAY 23 IN FOLEY, AT TRUNK HIGHWAY 25 MILE POINT 103.5, 56.0 FT
 AH7424'(17.1 M) NORTHEAST OF TRUNK HIGHWAY 25, 21.0 FT (6.4 M) NORTHWEST OF A
 AH7424'FIELD ENTRANCE, 3.0 FT (0.9 M) NORTHWEST OF A RAILROAD TIE FENCE POST,
 AH7424'1.1 FT (0.3 M) SOUTHEAST OF A WITNESS POST.
 AH7424
 AH7424                          STATION RECOVERY (2020)
 AH7424
 AH7424'RECOVERY NOTE BY MN DEPT OF TRANSP 2020 (TJD)
 AH7424'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DQ7878 ***********************************************************************
 DQ7878  DESIGNATION -  0508 E RESET
 DQ7878  PID         -  DQ7878
 DQ7878  STATE/COUNTY-  MN/BENTON
 DQ7878  COUNTRY     -  US
 DQ7878  USGS QUAD   -  FOLEY (2019)
 DQ7878
 DQ7878                         *CURRENT SURVEY CONTROL
 DQ7878  ______________________________________________________________________
 DQ7878* NAD 83(2011) POSITION- 45 43 37.48111(N) 093 56 42.26752(W)   ADJUSTED
 DQ7878* NAD 83(2011) ELLIP HT-   333.893 (meters)        (03/30/20)   ADJUSTED
 DQ7878* NAD 83(2011) EPOCH   -  2010.00
 DQ7878* NAVD 88 ORTHO HEIGHT -   361.098 (meters)     1184.70  (feet) ADJUSTED
 DQ7878  ______________________________________________________________________
 DQ7878  GEOID HEIGHT    -        -27.212 (meters)                     GEOID18
 DQ7878  NAD 83(2011) X  -   -306,870.930 (meters)                     COMP
 DQ7878  NAD 83(2011) Y  - -4,449,755.118 (meters)                     COMP
 DQ7878  NAD 83(2011) Z  -  4,544,362.330 (meters)                     COMP
 DQ7878  LAPLACE CORR    -         -3.69  (seconds)                    DEFLEC18
 DQ7878  DYNAMIC HEIGHT  -        361.090 (meters)     1184.68  (feet) COMP
 DQ7878  MODELED GRAVITY -    980,584.9   (mgal)                       NAVD 88
 DQ7878
 DQ7878  VERT ORDER      -  SECOND    CLASS I
 DQ7878
 DQ7878  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DQ7878  Standards:
 DQ7878         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DQ7878            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DQ7878  -------------------------------------------------------------------
 DQ7878  NETWORK    0.75   1.12           0.35   0.24   0.57      0.08773467
 DQ7878  -------------------------------------------------------------------
 DQ7878  Click here for local accuracies and other accuracy information.
 DQ7878
 DQ7878.The horizontal coordinates were established by GPS observations
 DQ7878.and adjusted by the MN DEPT OF TRANSP in March 2020.
 DQ7878
 DQ7878.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DQ7878.been affixed to the stable North American tectonic plate. See 
 DQ7878.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DQ7878
 DQ7878.The horizontal coordinates are valid at the epoch date displayed above
 DQ7878.which is a decimal equivalence of Year/Month/Day.
 DQ7878
 DQ7878.The orthometric height was determined by differential leveling and
 DQ7878.adjusted by the NATIONAL GEODETIC SURVEY
 DQ7878.in May 2018.
 DQ7878
 DQ7878.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ7878.GEOID18 height accuracy estimate available here.
 DQ7878
 DQ7878.Click photographs - Photos may exist for this station.
 DQ7878
 DQ7878.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DQ7878
 DQ7878.The Laplace correction was computed from DEFLEC18 derived deflections.
 DQ7878
 DQ7878.The ellipsoidal height was determined by GPS observations
 DQ7878.and is referenced to NAD 83.
 DQ7878
 DQ7878.The dynamic height is computed by dividing the NAVD 88
 DQ7878.geopotential number by the normal gravity value computed on the
 DQ7878.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ7878.degrees latitude (g = 980.6199 gals.).
 DQ7878
 DQ7878.The modeled gravity was interpolated from observed gravity values.
 DQ7878
 DQ7878. The following values were computed from the NAD 83(2011) position.
 DQ7878
 DQ7878;                    North         East     Units Scale Factor Converg.
 DQ7878;SPC MN C     -   180,858.073   823,735.830   MT  0.99997791   +0 13 14.1
 DQ7878;SPC MN C     -   593,365.19  2,702,539.97   sFT  0.99997791   +0 13 14.1
 DQ7878;UTM  15      - 5,064,159.006   426,461.830   MT  0.99966648   -0 40 36.2
 DQ7878
 DQ7878!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DQ7878!SPC MN C     -   0.99994766  x   0.99997791  =   0.99992557
 DQ7878!UTM  15      -   0.99994766  x   0.99966648  =   0.99961415
 DQ7878
 DQ7878_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL2646164159(NAD 83)
 DQ7878
 DQ7878                          SUPERSEDED SURVEY CONTROL
 DQ7878
 DQ7878.No superseded survey control is available for this station.
 DQ7878
 DQ7878_MARKER: I = METAL ROD
 DQ7878_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DQ7878_STAMPING: 0508 E RESET 2017
 DQ7878_MARK LOGO: MNDT
 DQ7878_PROJECTION: RECESSED 5 CENTIMETERS
 DQ7878_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DQ7878_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ7878_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ7878+SATELLITE: SATELLITE OBSERVATIONS - March 15, 2019
 DQ7878_ROD/PIPE-DEPTH: 4.0 meters
 DQ7878
 DQ7878  HISTORY     - Date     Condition        Report By
 DQ7878  HISTORY     - 20170424 MONUMENTED       MNDT
 DQ7878  HISTORY     - 20180807 GOOD             MNDT
 DQ7878  HISTORY     - 20180807 GOOD             MNDT
 DQ7878  HISTORY     - 20190315 GOOD             MNDT
 DQ7878
 DQ7878                          STATION DESCRIPTION
 DQ7878
 DQ7878'DESCRIBED BY MN DEPT OF TRANSP 2017
 DQ7878'THE MARK IS LOCATED ABOUT 0.6 MI (1.0 KM) SOUTH-SOUTHEAST OF GILMAN.
 DQ7878'
 DQ7878'TO REACH THE MARK GO 0.55 MI (0.88 KM) SOUTHEAST ALONG TRUNK HIGHWAY
 DQ7878'25 FROM THE JUNCTION OF TRUNK HIGHWAY 25 AND COUNTY ROAD 3 IN GILMAN,
 DQ7878'AT TRUNK HIGHWAY 25 MILE POINT 104.25.
 DQ7878'
 DQ7878'THE MARK IS LOCATED 122.0 FT (37.2 M) SOUTHWEST OF TRUNK HIGHWAY 25,
 DQ7878'39.0 FT (11.9 M) WEST OF COUNTY ROAD 62, 40.0 FT (12.2 M) NORTH OF A
 DQ7878'FIELD ENTRANCE, 15.2 FT (4.6 M) SOUTH OF A POWER POLE, 1.5 FT (0.5 M)
 DQ7878'SOUTHEAST OF A WITNESS POST.
 DQ7878'
 DQ7878'NOTE-THE STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM ROD
 DQ7878'DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION REMOVABLE DISK
 DQ7878'SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH PVC
 DQ7878'PIPE BACK FILLED WITH WASHED SAND.
 DQ7878
 DQ7878                          STATION RECOVERY (2018)
 DQ7878
 DQ7878'RECOVERY NOTE BY MN DEPT OF TRANSP 2018 (KMS)
 DQ7878'RECOVERED AS DESCRIBED.
 DQ7878'
 DQ7878'NOTE-THE STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM ROD
 DQ7878'DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION REMOVABLE DISK
 DQ7878'SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH PVC
 DQ7878'PIPE BACK FILLED WITH WASHED SAND.
 DQ7878
 DQ7878                          STATION RECOVERY (2018)
 DQ7878
 DQ7878'RECOVERY NOTE BY MN DEPT OF TRANSP 2018 (KMS)
 DQ7878'0.6 MI (1.0 KM) SOUTH-SOUTHEAST OF GILMAN, 0.55 MI (0.88 KM) SOUTHEAST
 DQ7878'ALONG TRUNK HIGHWAY 25 FROM THE JUNCTION OF TRUNK HIGHWAY 25 AND
 DQ7878'COUNTY ROAD 3 IN GILMAN, AT TRUNK HIGHWAY 25 MILE POINT 104.25, 122.0
 DQ7878'FT (37.2 M) SOUTHWEST OF TRUNK HIGHWAY 25, 39.0 FT (11.9 M) WEST OF
 DQ7878'COUNTY ROAD 62 (105TH AVENUE NORTHEAST), 40.0 FT (12.2 M) NORTH OF A
 DQ7878'FIELD ENTRANCE, 15.2 FT (4.6 M) SOUTH OF A POWER POLE, 1.5 FT (0.5 M)
 DQ7878'SOUTHEAST OF A WITNESS POST.
 DQ7878
 DQ7878                          STATION RECOVERY (2019)
 DQ7878
 DQ7878'RECOVERY NOTE BY MN DEPT OF TRANSP 2019 (DXK)
 DQ7878'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DR2898 ***********************************************************************
 DR2898  DESIGNATION -  0508 F 1 RESET
 DR2898  PID         -  DR2898
 DR2898  STATE/COUNTY-  MN/BENTON
 DR2898  COUNTRY     -  US
 DR2898  USGS QUAD   -  RAMEY (2019)
 DR2898
 DR2898                         *CURRENT SURVEY CONTROL
 DR2898  ______________________________________________________________________
 DR2898* NAD 83(1986) POSITION- 45 45 08.98   (N) 093 56 45.14   (W)   HD_HELD1
 DR2898* NAVD 88 ORTHO HEIGHT -   367.912 (meters)     1207.06  (feet) ADJUSTED
 DR2898  ______________________________________________________________________
 DR2898  GEOID HEIGHT    -        -27.174 (meters)                     GEOID18
 DR2898  DYNAMIC HEIGHT  -        367.905 (meters)     1207.04  (feet) COMP
 DR2898  MODELED GRAVITY -    980,585.7   (mgal)                       NAVD 88
 DR2898
 DR2898  VERT ORDER      -  SECOND    CLASS I
 DR2898
 DR2898.The horizontal coordinates were determined by differentially corrected
 DR2898.hand held GPS observations or other comparable positioning techniques
 DR2898.and have an estimated accuracy of +/- 3 meters.
 DR2898
 DR2898.The orthometric height was determined by differential leveling and
 DR2898.adjusted by the NATIONAL GEODETIC SURVEY
 DR2898.in April 2021.
 DR2898
 DR2898.Significant digits in the geoid height do not necessarily reflect accuracy.
 DR2898.GEOID18 height accuracy estimate available here.
 DR2898
 DR2898.Click photographs - Photos may exist for this station.
 DR2898
 DR2898.The dynamic height is computed by dividing the NAVD 88
 DR2898.geopotential number by the normal gravity value computed on the
 DR2898.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DR2898.degrees latitude (g = 980.6199 gals.).
 DR2898
 DR2898.The modeled gravity was interpolated from observed gravity values.
 DR2898
 DR2898;                    North         East    Units  Estimated Accuracy
 DR2898;SPC MN C     -   183,682.7     823,662.9     MT  (+/- 3 meters HH1 GPS) 
 DR2898
 DR2898_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL2643366983(NAD 83)
 DR2898
 DR2898                          SUPERSEDED SURVEY CONTROL
 DR2898
 DR2898.No superseded survey control is available for this station.
 DR2898
 DR2898_MARKER: I = METAL ROD
 DR2898_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DR2898_STAMPING: 0508 F 1 RESET 2018
 DR2898_MARK LOGO: MNDT
 DR2898_PROJECTION: RECESSED 5 CENTIMETERS
 DR2898_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DR2898_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DR2898_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DR2898+SATELLITE: SATELLITE OBSERVATIONS - August 08, 2018
 DR2898_ROD/PIPE-DEPTH: 4.0 meters
 DR2898
 DR2898  HISTORY     - Date     Condition        Report By
 DR2898  HISTORY     - 20180808 MONUMENTED       MNDT
 DR2898
 DR2898                          STATION DESCRIPTION
 DR2898
 DR2898'DESCRIBED BY MN DEPT OF TRANSP 2018
 DR2898'THE MARK IS LOCATED ABOUT 1.25 MI (2.01 KM) NORTH OF GILMAN.
 DR2898'
 DR2898'TO REACH THE MARK GO 1.4 MI (2.3 KM) NORTH ALONG COUNTY ROAD 3 (105TH
 DR2898'AVENUE) FROM THE JUNCTION OF COUNTY ROAD 3 (105TH AVENUE) AND TRUNK
 DR2898'HIGHWAY 25 IN GILMAN.
 DR2898'
 DR2898'THE MARK IS 74.3 FT (22.6 M) WEST OF COUNTY ROAD 3 (105TH AVENUE
 DR2898'NORTHEAST), 20.0 FT (6.1 M) SOUTH OF A FIELD ENTRANCE, 4.0 FT (1.2 M)
 DR2898'EAST OF A WITNESS POST.
 DR2898'
 DR2898'NOTE-THE STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM ROD
 DR2898'DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION REMOVABLE DISK
 DR2898'SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH PVC
 DR2898'PIPE BACK FILLED WITH WASHED SAND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DR2899 ***********************************************************************
 DR2899  DESIGNATION -  0508 F 2 RESET
 DR2899  PID         -  DR2899
 DR2899  STATE/COUNTY-  MN/BENTON
 DR2899  COUNTRY     -  US
 DR2899  USGS QUAD   -  RAMEY (2019)
 DR2899
 DR2899                         *CURRENT SURVEY CONTROL
 DR2899  ______________________________________________________________________
 DR2899* NAD 83(1986) POSITION- 45 46 39.66   (N) 093 56 46.60   (W)   HD_HELD1
 DR2899* NAVD 88 ORTHO HEIGHT -   374.847 (meters)     1229.81  (feet) ADJUSTED
 DR2899  ______________________________________________________________________
 DR2899  GEOID HEIGHT    -        -27.139 (meters)                     GEOID18
 DR2899  DYNAMIC HEIGHT  -        374.841 (meters)     1229.79  (feet) COMP
 DR2899  MODELED GRAVITY -    980,586.4   (mgal)                       NAVD 88
 DR2899
 DR2899  VERT ORDER      -  SECOND    CLASS I
 DR2899
 DR2899.The horizontal coordinates were determined by differentially corrected
 DR2899.hand held GPS observations or other comparable positioning techniques
 DR2899.and have an estimated accuracy of +/- 3 meters.
 DR2899
 DR2899.The orthometric height was determined by differential leveling and
 DR2899.adjusted by the NATIONAL GEODETIC SURVEY
 DR2899.in April 2021.
 DR2899
 DR2899.Significant digits in the geoid height do not necessarily reflect accuracy.
 DR2899.GEOID18 height accuracy estimate available here.
 DR2899
 DR2899.Click photographs - Photos may exist for this station.
 DR2899
 DR2899.The dynamic height is computed by dividing the NAVD 88
 DR2899.geopotential number by the normal gravity value computed on the
 DR2899.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DR2899.degrees latitude (g = 980.6199 gals.).
 DR2899
 DR2899.The modeled gravity was interpolated from observed gravity values.
 DR2899
 DR2899;                    North         East    Units  Estimated Accuracy
 DR2899;SPC MN C     -   186,482.1     823,620.6     MT  (+/- 3 meters HH1 GPS) 
 DR2899
 DR2899_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL2643469782(NAD 83)
 DR2899
 DR2899                          SUPERSEDED SURVEY CONTROL
 DR2899
 DR2899.No superseded survey control is available for this station.
 DR2899
 DR2899_MARKER: I = METAL ROD
 DR2899_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DR2899_STAMPING: 0508 F 2 RESET 2018
 DR2899_MARK LOGO: MNDT
 DR2899_PROJECTION: RECESSED 5 CENTIMETERS
 DR2899_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DR2899_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DR2899_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DR2899+SATELLITE: SATELLITE OBSERVATIONS - August 08, 2018
 DR2899_ROD/PIPE-DEPTH: 12.4 meters
 DR2899
 DR2899  HISTORY     - Date     Condition        Report By
 DR2899  HISTORY     - 20180808 MONUMENTED       MNDT
 DR2899
 DR2899                          STATION DESCRIPTION
 DR2899
 DR2899'DESCRIBED BY MN DEPT OF TRANSP 2018
 DR2899'THE MARK IS LOCATED ABOUT 2.75 MI (4.42 KM) NORTH OF GILMAN.
 DR2899'
 DR2899'TO REACH THE MARK GO 3.18 MI (5.12 KM) NORTH ALONG COUNTY ROAD 3
 DR2899'(105TH AVENUE) FROM THE JUNCTION OF COUNTY ROAD 3 (105TH AVENUE) AND
 DR2899'TRUNK HIGHWAY 25 IN GILMAN.
 DR2899'
 DR2899'THE MARK IS 58.2 FT (17.7 M) WEST OF COUNTY ROAD 3 (105TH AVENUE),
 DR2899'10.0 FT (3.0 M) SOUTH OF A CABLE BOX NUMBER N15, 67.0 FT (20.4 M)
 DR2899'SOUTH OF DRIVEWAY NUMBER 14395, 4.0 FT (1.2 M) SOUTH-SOUTHEAST OF A
 DR2899'WITNESS POST.
 DR2899'
 DR2899'NOTE-THE STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM ROD
 DR2899'DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION REMOVABLE DISK
 DR2899'SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH PVC
 DR2899'PIPE BACK FILLED WITH WASHED SAND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DO2151 ***********************************************************************
 DO2151  DESIGNATION -  0508 F 3
 DO2151  PID         -  DO2151
 DO2151  STATE/COUNTY-  MN/BENTON
 DO2151  COUNTRY     -  US
 DO2151  USGS QUAD   -  RAMEY (2019)
 DO2151
 DO2151                         *CURRENT SURVEY CONTROL
 DO2151  ______________________________________________________________________
 DO2151* NAD 83(1986) POSITION- 45 46 47.01   (N) 093 55 47.43   (W)   HD_HELD1
 DO2151* NAVD 88 ORTHO HEIGHT -   367.409 (meters)     1205.41  (feet) ADJUSTED
 DO2151  ______________________________________________________________________
 DO2151  GEOID HEIGHT    -        -27.157 (meters)                     GEOID18
 DO2151  DYNAMIC HEIGHT  -        367.402 (meters)     1205.38  (feet) COMP
 DO2151  MODELED GRAVITY -    980,586.3   (mgal)                       NAVD 88
 DO2151
 DO2151  VERT ORDER      -  SECOND    CLASS I
 DO2151
 DO2151.The horizontal coordinates were determined by differentially corrected
 DO2151.hand held GPS observations or other comparable positioning techniques
 DO2151.and have an estimated accuracy of +/- 3 meters.
 DO2151
 DO2151.The orthometric height was determined by differential leveling and
 DO2151.adjusted by the NATIONAL GEODETIC SURVEY
 DO2151.in February 2013.
 DO2151
 DO2151.No vertical observational check was made to the station.
 DO2151
 DO2151.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO2151.GEOID18 height accuracy estimate available here.
 DO2151
 DO2151.Click photographs - Photos may exist for this station.
 DO2151
 DO2151.The dynamic height is computed by dividing the NAVD 88
 DO2151.geopotential number by the normal gravity value computed on the
 DO2151.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO2151.degrees latitude (g = 980.6199 gals.).
 DO2151
 DO2151.The modeled gravity was interpolated from observed gravity values.
 DO2151
 DO2151;                    North         East    Units  Estimated Accuracy
 DO2151;SPC MN C     -   186,714.1     824,897.9     MT  (+/- 3 meters HH1 GPS) 
 DO2151
 DO2151_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL2771569994(NAD 83)
 DO2151
 DO2151                          SUPERSEDED SURVEY CONTROL
 DO2151
 DO2151.No superseded survey control is available for this station.
 DO2151
 DO2151_MARKER: DD = SURVEY DISK
 DO2151_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DO2151_STAMPING: 0508 F 3 2007
 DO2151_MARK LOGO: MNDT
 DO2151_PROJECTION: RECESSED 15 CENTIMETERS
 DO2151_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DO2151_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DO2151_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DO2151+SATELLITE: SATELLITE OBSERVATIONS - June 10, 2020
 DO2151_ROD/PIPE-DEPTH: 3.4 meters
 DO2151
 DO2151  HISTORY     - Date     Condition        Report By
 DO2151  HISTORY     - 2007     MONUMENTED       MNDT
 DO2151  HISTORY     - 20180808 GOOD             MNDT
 DO2151  HISTORY     - 20200610 GOOD             MNDT
 DO2151
 DO2151                          STATION DESCRIPTION
 DO2151
 DO2151'DESCRIBED BY MN DEPT OF TRANSP 2007
 DO2151'THE MARK IS 3.0 MI (4.8 KM) NORTHEAST OF GILMAN.
 DO2151'
 DO2151'3.3 MI NORTH ALONG COUNTY ROAD 3 FROM THE JUNCTION OF COUNTY ROAD 3
 DO2151'AND TRUNK HIGHWAY 25 IN GILMAN TO TRUNK HIGHWAY 25 MILE POINT 104.80,
 DO2151'THENCE 0.8 MI (1.3 KM) EAST ON COUNTY ROAD 12 (PINE ROAD), 0.5 MI (0.8
 DO2151'KM) EAST OF COUNTY ROAD 12 (PINE ROAD) AND 110TH AVENUE NORTHEAST.
 DO2151'
 DO2151'IT IS 42.0 FT (12.8 M) NORTH OF COUNTY ROAD 12 (PINE ROAD), 7.0 FT
 DO2151'(2.1 M) EAST OF A FIELD ENTRANCE, 2.0 FT (0.6 M) SOUTH OF A WITNESS
 DO2151'POST.
 DO2151
 DO2151                          STATION RECOVERY (2018)
 DO2151
 DO2151'RECOVERY NOTE BY MN DEPT OF TRANSP 2018 (KMS)
 DO2151'3.0 MI (4.8 KM) NORTHEAST OF GILMAN, 3.3 MI (5.3 KM) NORTH ALONG
 DO2151'COUNTY ROAD 3 (105TH AVENUE) FROM THE JUNCTION OF COUNTY ROAD 3 (105TH
 DO2151'AVENUE) AND TRUNK HIGHWAY 25 IN GILMAN, THEN 0.8 MI (1.3 KM) EAST ON
 DO2151'COUNTY ROAD 12 (PINE ROAD NORTHEAST), 42.0 FT (12.8 M) NORTH OF COUNTY
 DO2151'ROAD 12 (PINE ROAD NORTHEAST), 7.0 FT (2.1 M) EAST OF A FIELD
 DO2151'ENTRANCE, 2.0 FT (0.6 M) SOUTH OF A WITNESS POST.
 DO2151
 DO2151                          STATION RECOVERY (2020)
 DO2151
 DO2151'RECOVERY NOTE BY MN DEPT OF TRANSP 2020 (TJD)
 DO2151'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DQ7879 ***********************************************************************
 DQ7879  DESIGNATION -  0508 F RESET
 DQ7879  PID         -  DQ7879
 DQ7879  STATE/COUNTY-  MN/BENTON
 DQ7879  COUNTRY     -  US
 DQ7879  USGS QUAD   -  FOLEY (2019)
 DQ7879
 DQ7879                         *CURRENT SURVEY CONTROL
 DQ7879  ______________________________________________________________________
 DQ7879* NAD 83(1986) POSITION- 45 44 13.22   (N) 093 57 11.31   (W)   HD_HELD1
 DQ7879* NAVD 88 ORTHO HEIGHT -   363.555 (meters)     1192.76  (feet) ADJUSTED
 DQ7879  ______________________________________________________________________
 DQ7879  GEOID HEIGHT    -        -27.187 (meters)                     GEOID18
 DQ7879  DYNAMIC HEIGHT  -        363.548 (meters)     1192.74  (feet) COMP
 DQ7879  MODELED GRAVITY -    980,585.5   (mgal)                       NAVD 88
 DQ7879
 DQ7879  VERT ORDER      -  SECOND    CLASS I
 DQ7879
 DQ7879.The horizontal coordinates were determined by differentially corrected
 DQ7879.hand held GPS observations or other comparable positioning techniques
 DQ7879.and have an estimated accuracy of +/- 3 meters.
 DQ7879
 DQ7879.The orthometric height was determined by differential leveling and
 DQ7879.adjusted by the NATIONAL GEODETIC SURVEY
 DQ7879.in May 2018.
 DQ7879
 DQ7879.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ7879.GEOID18 height accuracy estimate available here.
 DQ7879
 DQ7879.Click photographs - Photos may exist for this station.
 DQ7879
 DQ7879.The dynamic height is computed by dividing the NAVD 88
 DQ7879.geopotential number by the normal gravity value computed on the
 DQ7879.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ7879.degrees latitude (g = 980.6199 gals.).
 DQ7879
 DQ7879.The modeled gravity was interpolated from observed gravity values.
 DQ7879
 DQ7879;                    North         East    Units  Estimated Accuracy
 DQ7879;SPC MN C     -   181,959.1     823,103.7     MT  (+/- 3 meters HH1 GPS) 
 DQ7879
 DQ7879_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL2584765269(NAD 83)
 DQ7879
 DQ7879                          SUPERSEDED SURVEY CONTROL
 DQ7879
 DQ7879.No superseded survey control is available for this station.
 DQ7879
 DQ7879_MARKER: I = METAL ROD
 DQ7879_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DQ7879_STAMPING: 0508 F RESET 2017
 DQ7879_MARK LOGO: MNDT
 DQ7879_PROJECTION: RECESSED 8 CENTIMETERS
 DQ7879_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DQ7879_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ7879_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DQ7879+SATELLITE: SATELLITE OBSERVATIONS - August 07, 2018
 DQ7879_ROD/PIPE-DEPTH: 4.6 meters
 DQ7879
 DQ7879  HISTORY     - Date     Condition        Report By
 DQ7879  HISTORY     - 20170424 MONUMENTED       MNDT
 DQ7879  HISTORY     - 20180807 GOOD             MNDT
 DQ7879  HISTORY     - 20180807 GOOD             MNDT
 DQ7879
 DQ7879                          STATION DESCRIPTION
 DQ7879
 DQ7879'DESCRIBED BY MN DEPT OF TRANSP 2017
 DQ7879'THE STATION IS LOCATED ABOUT 6.8 MI (10.9 KM) SOUTH OF RAMEY, 5.8 MI
 DQ7879'(9.3 KM) NORTHWEST OF RONNEBY AND 5.4 MI (8.7 KM) NORTH-NORTHWEST OF
 DQ7879'FOLEY.
 DQ7879'
 DQ7879'TO REACH THE MARK GO 0.25 MI (0.40 KM) NORTH-NORTHWEST ALONG TRUNK
 DQ7879'HIGHWAY 25 FROM THE JUNCTION OF TRUNK HIGHWAY 25 AND COUNTY ROAD 3 IN
 DQ7879'GILMAN, AT TRUNK HIGHWAY 25 MILE POINT 105.05.
 DQ7879'
 DQ7879'THE MARK IS LOCATED 64.0 FT (19.5 M) NORTHEAST OF TRUNK HIGHWAY 25,
 DQ7879'159.7 FT (48.7 M) SOUTHWEST OF THE NORTHWEST CORNER OF A FENCE, 168.6
 DQ7879'FT (51.4 M) WEST-NORTHWEST OF ATHLETIC FIELD LIGHT POLE NUMBER 60, 1.3
 DQ7879'FT (0.4 M) SOUTHWEST OF A WITNESS POST.
 DQ7879'
 DQ7879'NOTE-THE STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM ROD
 DQ7879'DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION REMOVABLE DISK
 DQ7879'SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH PVC
 DQ7879'PIPE BACK FILLED WITH WASHED SAND.
 DQ7879
 DQ7879                          STATION RECOVERY (2018)
 DQ7879
 DQ7879'RECOVERY NOTE BY MN DEPT OF TRANSP 2018 (KMS)
 DQ7879'RECOVERED AS DESCRIBED.
 DQ7879'
 DQ7879'NOTE-THE STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM ROD
 DQ7879'DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION REMOVABLE DISK
 DQ7879'SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH PVC
 DQ7879'PIPE BACK FILLED WITH WASHED SAND.
 DQ7879
 DQ7879                          STATION RECOVERY (2018)
 DQ7879
 DQ7879'RECOVERY NOTE BY MN DEPT OF TRANSP 2018 (KMS)
 DQ7879'IN GILMAN, 0.25 MI (0.40 KM) NORTH-NORTHWEST ALONG TRUNK HIGHWAY 25
 DQ7879'FROM THE JUNCTION OF TRUNK HIGHWAY 25 AND COUNTY ROAD 3 IN GILMAN, AT
 DQ7879'TRUNK HIGHWAY 25 MILE POINT 105.05, 64.0 FT (19.5 M) NORTHEAST OF
 DQ7879'TRUNK HIGHWAY 25, 168.6 FT (51.4 M) WEST-NORTHWEST OF AN ATHLETIC
 DQ7879'FIELD LIGHT POLE NUMBER 60, 159.7 FT (48.7 M) SOUTHWEST OF THE
 DQ7879'NORTHWEST CORNER OF A FENCE, 1.3 FT (0.4 M) SOUTHWEST OF A WITNESS
 DQ7879'POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 AH7427 ***********************************************************************
 AH7427  DESIGNATION -  0508 G
 AH7427  PID         -  AH7427
 AH7427  STATE/COUNTY-  MN/BENTON
 AH7427  COUNTRY     -  US
 AH7427  USGS QUAD   -  FOLEY (2019)
 AH7427
 AH7427                         *CURRENT SURVEY CONTROL
 AH7427  ______________________________________________________________________
 AH7427* NAD 83(1986) POSITION- 45 44 55.93   (N) 093 57 50.93   (W)   HD_HELD1
 AH7427* NAVD 88 ORTHO HEIGHT -   354.125 (meters)     1161.83  (feet) ADJUSTED
 AH7427  ______________________________________________________________________
 AH7427  GEOID HEIGHT    -        -27.156 (meters)                     GEOID18
 AH7427  DYNAMIC HEIGHT  -        354.118 (meters)     1161.80  (feet) COMP
 AH7427  MODELED GRAVITY -    980,586.4   (mgal)                       NAVD 88
 AH7427
 AH7427  VERT ORDER      -  SECOND    CLASS I
 AH7427
 AH7427.The horizontal coordinates were determined by differentially corrected
 AH7427.hand held GPS observations or other comparable positioning techniques
 AH7427.and have an estimated accuracy of +/- 3 meters.
 AH7427
 AH7427.The orthometric height was determined by differential leveling and
 AH7427.adjusted by the NATIONAL GEODETIC SURVEY
 AH7427.in August 2004.
 AH7427
 AH7427.Significant digits in the geoid height do not necessarily reflect accuracy.
 AH7427.GEOID18 height accuracy estimate available here.
 AH7427
 AH7427.Click photographs - Photos may exist for this station.
 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     -   183,274.5     822,242.4     MT  (+/- 3 meters HH1 GPS) 
 AH7427
 AH7427_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL2500666597(NAD 83)
 AH7427
 AH7427                          SUPERSEDED SURVEY CONTROL
 AH7427
 AH7427.No superseded survey control is available for this station.
 AH7427
 AH7427_MARKER: DV = VERTICAL CONTROL DISK
 AH7427_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 AH7427_SP_SET: BOX CULVERT
 AH7427_STAMPING: 0508 G 1994
 AH7427_MARK LOGO: MNHD
 AH7427_PROJECTION: FLUSH
 AH7427_MAGNETIC: N = NO MAGNETIC MATERIAL
 AH7427_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH7427+STABILITY: SURFACE MOTION
 AH7427_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AH7427+SATELLITE: SATELLITE OBSERVATIONS - August 08, 2018
 AH7427
 AH7427  HISTORY     - Date     Condition        Report By
 AH7427  HISTORY     - 1994     MONUMENTED       MNDT
 AH7427  HISTORY     - 20170424 GOOD             MNDT
 AH7427  HISTORY     - 20180808 GOOD             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.
 AH7427
 AH7427                          STATION RECOVERY (2017)
 AH7427
 AH7427'RECOVERY NOTE BY MN DEPT OF TRANSP 2017 (MAS)
 AH7427'RECOVERED AS DESCRIBED.
 AH7427
 AH7427                          STATION RECOVERY (2018)
 AH7427
 AH7427'RECOVERY NOTE BY MN DEPT OF TRANSP 2018 (KMS)
 AH7427'1.0 MI (1.6 KM) NORTHWEST OF GILMAN, IN THE NORTHWEST CORNER ABUTMENT
 AH7427'OF TRUNK HIGHWAY 25 BOX CULVERT NUMBER 6818 THE OVER ELK RIVER, 1.25
 AH7427'MI (2.01 KM) NORTHWEST ALONG TRUNK HIGHWAY 25 FROM THE JUNCTION OF
 AH7427'TRUNK HIGHWAY 25 AND COUNTY ROAD 3 IN GILMAN, AT TRUNK HIGHWAY 25 MILE
 AH7427'POINT 106.05, 23.5 FT (7.2 M) SOUTHWEST OF TRUNK HIGHWAY 25, 6.8 FT
 AH7427'(2.1 M) SOUTHWEST OF A GUARDRAIL, 0.8 FT (24 CM) SOUTHEAST OF THE
 AH7427'NORTHWEST CORNER OF A BRIDGE HEADWALL.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 AH7428 ***********************************************************************
 AH7428  DESIGNATION -  0508 H
 AH7428  PID         -  AH7428
 AH7428  STATE/COUNTY-  MN/BENTON
 AH7428  COUNTRY     -  US
 AH7428  USGS QUAD   -  MAYHEW (2019)
 AH7428
 AH7428                         *CURRENT SURVEY CONTROL
 AH7428  ______________________________________________________________________
 AH7428* NAD 83(1986) POSITION- 45 44 58.93   (N) 094 00 24.80   (W)   HD_HELD1
 AH7428* NAVD 88 ORTHO HEIGHT -   364.665 (meters)     1196.41  (feet) ADJUSTED
 AH7428  ______________________________________________________________________
 AH7428  GEOID HEIGHT    -        -27.101 (meters)                     GEOID18
 AH7428  DYNAMIC HEIGHT  -        364.659 (meters)     1196.39  (feet) COMP
 AH7428  MODELED GRAVITY -    980,588.4   (mgal)                       NAVD 88
 AH7428
 AH7428  VERT ORDER      -  SECOND    CLASS I
 AH7428
 AH7428.The horizontal coordinates were determined by differentially corrected
 AH7428.hand held GPS observations or other comparable positioning techniques
 AH7428.and have an estimated accuracy of +/- 3 meters.
 AH7428
 AH7428.The orthometric height was determined by differential leveling and
 AH7428.adjusted by the NATIONAL GEODETIC SURVEY
 AH7428.in August 2004.
 AH7428
 AH7428.Significant digits in the geoid height do not necessarily reflect accuracy.
 AH7428.GEOID18 height accuracy estimate available here.
 AH7428
 AH7428.Click photographs - Photos may exist for this station.
 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     -   183,356.0     818,916.4     MT  (+/- 3 meters HH1 GPS) 
 AH7428
 AH7428_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL2168366731(NAD 83)
 AH7428
 AH7428                          SUPERSEDED SURVEY CONTROL
 AH7428
 AH7428.No superseded survey control is available for this station.
 AH7428
 AH7428_MARKER: DD = SURVEY DISK
 AH7428_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 AH7428_STAMPING: 0508 H 1994
 AH7428_MARK LOGO: MNDT
 AH7428_PROJECTION: RECESSED 8 CENTIMETERS
 AH7428_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AH7428_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AH7428_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AH7428+SATELLITE: SATELLITE OBSERVATIONS - August 08, 2018
 AH7428_ROD/PIPE-DEPTH: 3.0 meters
 AH7428
 AH7428  HISTORY     - Date     Condition        Report By
 AH7428  HISTORY     - 1994     MONUMENTED       MNDT
 AH7428  HISTORY     - 20170420 GOOD             MNDT
 AH7428  HISTORY     - 20180808 GOOD             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.
 AH7428
 AH7428                          STATION RECOVERY (2017)
 AH7428
 AH7428'RECOVERY NOTE BY MN DEPT OF TRANSP 2017 (KMS)
 AH7428'RECOVERED AS DESCRIBED.
 AH7428
 AH7428                          STATION RECOVERY (2018)
 AH7428
 AH7428'RECOVERY NOTE BY MN DEPT OF TRANSP 2018 (KMS)
 AH7428'3.0 MI (4.8 KM) NORTHWEST OF GILMAN, 3.35 MI (5.39 KM) NORTHWEST ALONG
 AH7428'TRUNK HIGHWAY 25 FROM THE JUNCTION OF TRUNK HIGHWAY 25 AND COUNTY ROAD
 AH7428'3 IN GILMAN, AT TRUNK HIGHWAY 25 MILE POINT 108.15, 171.0 FT (52.1 M)
 AH7428'SOUTH OF TRUNK HIGHWAY 25, 33.0 FT (10.1 M) EAST OF 75TH AVENUE
 AH7428'NORTHEAST, 2.5 FT (0.8 M) NORTH-NORTHEAST OF A CONCRETE RIGHT-OF-WAY
 AH7428'POST, 1.2 FT (0.4 M) NORTH OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DQ7886 ***********************************************************************
 DQ7886  DESIGNATION -  0508 J RESET
 DQ7886  PID         -  DQ7886
 DQ7886  STATE/COUNTY-  MN/BENTON
 DQ7886  COUNTRY     -  US
 DQ7886  USGS QUAD   -  MAYHEW (2019)
 DQ7886
 DQ7886                         *CURRENT SURVEY CONTROL
 DQ7886  ______________________________________________________________________
 DQ7886* NAD 83(2011) POSITION- 45 44 59.56351(N) 094 01 38.54354(W)   ADJUSTED
 DQ7886* NAD 83(2011) ELLIP HT-   339.420 (meters)        (03/30/20)   ADJUSTED
 DQ7886* NAD 83(2011) EPOCH   -  2010.00
 DQ7886* NAVD 88 ORTHO HEIGHT -   366.500 (meters)     1202.43  (feet) ADJUSTED
 DQ7886  ______________________________________________________________________
 DQ7886  GEOID HEIGHT    -        -27.076 (meters)                     GEOID18
 DQ7886  NAD 83(2011) X  -   -313,134.978 (meters)                     COMP
 DQ7886  NAD 83(2011) Y  - -4,447,503.074 (meters)                     COMP
 DQ7886  NAD 83(2011) Z  -  4,546,135.093 (meters)                     COMP
 DQ7886  LAPLACE CORR    -         -3.34  (seconds)                    DEFLEC18
 DQ7886  DYNAMIC HEIGHT  -        366.495 (meters)     1202.41  (feet) COMP
 DQ7886  MODELED GRAVITY -    980,590.2   (mgal)                       NAVD 88
 DQ7886
 DQ7886  VERT ORDER      -  SECOND    CLASS I
 DQ7886
 DQ7886  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DQ7886  Standards:
 DQ7886         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DQ7886            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DQ7886  -------------------------------------------------------------------
 DQ7886  NETWORK    0.73   1.10           0.34   0.24   0.56      0.03753330
 DQ7886  -------------------------------------------------------------------
 DQ7886  Click here for local accuracies and other accuracy information.
 DQ7886
 DQ7886.The horizontal coordinates were established by GPS observations
 DQ7886.and adjusted by the MN DEPT OF TRANSP in March 2020.
 DQ7886
 DQ7886.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DQ7886.been affixed to the stable North American tectonic plate. See 
 DQ7886.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DQ7886
 DQ7886.The horizontal coordinates are valid at the epoch date displayed above
 DQ7886.which is a decimal equivalence of Year/Month/Day.
 DQ7886
 DQ7886.The orthometric height was determined by differential leveling and
 DQ7886.adjusted by the NATIONAL GEODETIC SURVEY
 DQ7886.in May 2018.
 DQ7886
 DQ7886.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ7886.GEOID18 height accuracy estimate available here.
 DQ7886
 DQ7886.Click photographs - Photos may exist for this station.
 DQ7886
 DQ7886.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DQ7886
 DQ7886.The Laplace correction was computed from DEFLEC18 derived deflections.
 DQ7886
 DQ7886.The ellipsoidal height was determined by GPS observations
 DQ7886.and is referenced to NAD 83.
 DQ7886
 DQ7886.The dynamic height is computed by dividing the NAVD 88
 DQ7886.geopotential number by the normal gravity value computed on the
 DQ7886.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ7886.degrees latitude (g = 980.6199 gals.).
 DQ7886
 DQ7886.The modeled gravity was interpolated from observed gravity values.
 DQ7886
 DQ7886. The following values were computed from the NAD 83(2011) position.
 DQ7886
 DQ7886;                    North         East     Units Scale Factor Converg.
 DQ7886;SPC MN C     -   183,370.875   817,322.469   MT  0.99997380   +0 09 39.8
 DQ7886;SPC MN C     -   601,609.28  2,681,498.80   sFT  0.99997380   +0 09 39.8
 DQ7886;UTM  15      - 5,066,771.123   420,090.533   MT  0.99967850   -0 44 09.4
 DQ7886
 DQ7886!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DQ7886!SPC MN C     -   0.99994679  x   0.99997380  =   0.99992059
 DQ7886!UTM  15      -   0.99994679  x   0.99967850  =   0.99962531
 DQ7886
 DQ7886_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL2009066771(NAD 83)
 DQ7886
 DQ7886                          SUPERSEDED SURVEY CONTROL
 DQ7886
 DQ7886.No superseded survey control is available for this station.
 DQ7886
 DQ7886_MARKER: I = METAL ROD
 DQ7886_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DQ7886_STAMPING: 0508 J RESET 2017
 DQ7886_MARK LOGO: MNDT
 DQ7886_PROJECTION: RECESSED 13 CENTIMETERS
 DQ7886_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DQ7886_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ7886_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ7886+SATELLITE: SATELLITE OBSERVATIONS - June 10, 2020
 DQ7886_ROD/PIPE-DEPTH: 4.0 meters
 DQ7886
 DQ7886  HISTORY     - Date     Condition        Report By
 DQ7886  HISTORY     - 20170420 MONUMENTED       MNDT
 DQ7886  HISTORY     - 20180809 GOOD             MNDT
 DQ7886  HISTORY     - 20190301 GOOD             MNDT
 DQ7886  HISTORY     - 20200610 GOOD             MNDT
 DQ7886
 DQ7886                          STATION DESCRIPTION
 DQ7886
 DQ7886'DESCRIBED BY MN DEPT OF TRANSP 2017
 DQ7886'THE MARK IS LOCATED ABOUT 4.1 MI (6.6 KM) WEST-NORTHWEST OF GILMAN.
 DQ7886'
 DQ7886'TO REACH THE MARK GO 4.35 MI (7.00 KM) NORTHWEST ALONG TRUNK HIGHWAY
 DQ7886'25 FROM THE JUNCTION OF TRUNK HIGHWAY 25 AND COUNTY ROAD 3 IN GILMAN,
 DQ7886'AT TRUNK HIGHWAY 25 MILE POINT 109.1.
 DQ7886'
 DQ7886'THE MARK IS LOCATED 190.0 FT (57.9 M) SOUTH OF TRUNK HIGHWAY 25, 42.0
 DQ7886'FT (12.8 M) EAST OF COUNTY ROAD 41 (65TH AVENUE NORTHEAST), 118.7 FT
 DQ7886'(36.2 M) SOUTH OF A POWER POLE, 1.2 FT (0.4 M) NORTH OF A WITNESS
 DQ7886'POST.
 DQ7886'
 DQ7886'NOTE-THE STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM ROD
 DQ7886'DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION REMOVABLE DISK
 DQ7886'SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH PVC
 DQ7886'PIPE BACK FILLED WITH WASHED SAND.
 DQ7886
 DQ7886                          STATION RECOVERY (2018)
 DQ7886
 DQ7886'RECOVERY NOTE BY MN DEPT OF TRANSP 2018 (KMS)
 DQ7886'4.1 MI (6.6 KM) WEST-NORTHWEST OF GILMAN, 4.35 MI (7.00 KM) NORTHWEST
 DQ7886'ALONG TRUNK HIGHWAY 25 FROM THE JUNCTION OF TRUNK HIGHWAY 25 AND
 DQ7886'COUNTY ROAD 3 IN GILMAN, AT TRUNK HIGHWAY 25 MILE POINT 109.1, 190.0
 DQ7886'FT (57.9 M) SOUTH OF TRUNK HIGHWAY 25, 42.0 FT (12.8 M) EAST OF COUNTY
 DQ7886'ROAD 41 (65TH AVENUE NORTHEAST), 118.7 FT (36.2 M) SOUTH OF A POWER
 DQ7886'POLE, 1.2 FT (0.4 M) NORTH OF A WITNESS POST.
 DQ7886
 DQ7886                          STATION RECOVERY (2019)
 DQ7886
 DQ7886'RECOVERY NOTE BY MN DEPT OF TRANSP 2019 (DXK)
 DQ7886'RECOVERED AS DESCRIBED.
 DQ7886
 DQ7886                          STATION RECOVERY (2020)
 DQ7886
 DQ7886'RECOVERY NOTE BY MN DEPT OF TRANSP 2020 (TJD)
 DQ7886'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 AH7430 ***********************************************************************
 AH7430  DESIGNATION -  0508 K
 AH7430  PID         -  AH7430
 AH7430  STATE/COUNTY-  MN/BENTON
 AH7430  COUNTRY     -  US
 AH7430  USGS QUAD   -  LITTLE ROCK (2019)
 AH7430
 AH7430                         *CURRENT SURVEY CONTROL
 AH7430  ______________________________________________________________________
 AH7430* NAD 83(2011) POSITION- 45 45 03.03910(N) 094 02 54.57655(W)   ADJUSTED
 AH7430* NAD 83(2011) ELLIP HT-   332.462 (meters)        (06/27/12)   ADJUSTED
 AH7430* NAD 83(2011) EPOCH   -  2010.00
 AH7430* NAVD 88 ORTHO HEIGHT -   359.523 (meters)     1179.54  (feet) ADJUSTED
 AH7430  ______________________________________________________________________
 AH7430  GEOID HEIGHT    -        -27.048 (meters)                     GEOID18
 AH7430  NAD 83(2011) X  -   -314,768.619 (meters)                     COMP
 AH7430  NAD 83(2011) Y  - -4,447,305.826 (meters)                     COMP
 AH7430  NAD 83(2011) Z  -  4,546,204.989 (meters)                     COMP
 AH7430  LAPLACE CORR    -         -3.51  (seconds)                    DEFLEC18
 AH7430  DYNAMIC HEIGHT  -        359.518 (meters)     1179.52  (feet) COMP
 AH7430  MODELED GRAVITY -    980,592.3   (mgal)                       NAVD 88
 AH7430
 AH7430  VERT ORDER      -  SECOND    CLASS I
 AH7430
 AH7430  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AH7430  Standards:
 AH7430         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AH7430            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AH7430  -------------------------------------------------------------------
 AH7430  NETWORK    0.41   0.61           0.19   0.13   0.31      0.02378941
 AH7430  -------------------------------------------------------------------
 AH7430  Click here for local accuracies and other accuracy information.
 AH7430
 AH7430.The horizontal coordinates were established by GPS observations
 AH7430.and adjusted by the National Geodetic Survey in June 2012.
 AH7430
 AH7430.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AH7430.been affixed to the stable North American tectonic plate. See 
 AH7430.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AH7430
 AH7430.The horizontal coordinates are valid at the epoch date displayed above
 AH7430.which is a decimal equivalence of Year/Month/Day.
 AH7430
 AH7430.The orthometric height was determined by differential leveling and
 AH7430.adjusted by the NATIONAL GEODETIC SURVEY
 AH7430.in August 2004.
 AH7430
 AH7430.Significant digits in the geoid height do not necessarily reflect accuracy.
 AH7430.GEOID18 height accuracy estimate available here.
 AH7430
 AH7430.Click photographs - Photos may exist for this station.
 AH7430
 AH7430.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AH7430
 AH7430.The Laplace correction was computed from DEFLEC18 derived deflections.
 AH7430
 AH7430.The ellipsoidal height was determined by GPS observations
 AH7430.and is referenced to NAD 83.
 AH7430
 AH7430.The dynamic height is computed by dividing the NAVD 88
 AH7430.geopotential number by the normal gravity value computed on the
 AH7430.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH7430.degrees latitude (g = 980.6199 gals.).
 AH7430
 AH7430.The modeled gravity was interpolated from observed gravity values.
 AH7430
 AH7430. The following values were computed from the NAD 83(2011) position.
 AH7430
 AH7430;                    North         East     Units Scale Factor Converg.
 AH7430;SPC MN C     -   183,473.777   815,678.843   MT  0.99997363   +0 08 44.8
 AH7430;SPC MN C     -   601,946.88  2,676,106.34   sFT  0.99997363   +0 08 44.8
 AH7430;UTM  15      - 5,066,899.704   418,449.201   MT  0.99968176   -0 45 03.9
 AH7430
 AH7430!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH7430!SPC MN C     -   0.99994788  x   0.99997363  =   0.99992151
 AH7430!UTM  15      -   0.99994788  x   0.99968176  =   0.99962966
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL1844966899(NAD 83)
 AH7430
 AH7430|---------------------------------------------------------------------|
 AH7430| PID    Reference Object                     Distance      Geod. Az  |
 AH7430|                                                           dddmmss.s |
 AH7430| DG6015 FRUIT                               429.046 METERS 3584022.2 |
 AH7430|---------------------------------------------------------------------|
 AH7430
 AH7430                          SUPERSEDED SURVEY CONTROL
 AH7430
 AH7430  NAD 83(2007)-  45 45 03.03932(N)    094 02 54.57747(W) AD(2002.00) 0
 AH7430  ELLIP H (02/10/07)  332.494  (m)                       GP(2002.00)    
 AH7430  NAD 83(1996)-  45 45 03.03940(N)    094 02 54.57707(W) AD(       ) 1
 AH7430  ELLIP H (07/06/04)  332.534  (m)                       GP(       ) 3 2
 AH7430  NAVD 88             359.52   (m)         1179.5    (f) LEVELING    3  
 AH7430
 AH7430.Superseded values are not recommended for survey control.
 AH7430
 AH7430.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH7430.See file dsdata.pdf to determine how the superseded data were derived.
 AH7430
 AH7430_MARKER: DD = SURVEY DISK
 AH7430_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 AH7430_STAMPING: 0508 K 1994
 AH7430_MARK LOGO: MNDT
 AH7430_PROJECTION: RECESSED 8 CENTIMETERS
 AH7430_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AH7430_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AH7430_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH7430+SATELLITE: SATELLITE OBSERVATIONS - March 01, 2019
 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  HISTORY     - 20170418 GOOD             MNDT
 AH7430  HISTORY     - 20180809 GOOD             MNDT
 AH7430  HISTORY     - 20190301 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
 AH7430
 AH7430                          STATION RECOVERY (2017)
 AH7430
 AH7430'RECOVERY NOTE BY MN DEPT OF TRANSP 2017 (KMS)
 AH7430'RECOVERED AS DESCRIBED.
 AH7430
 AH7430                          STATION RECOVERY (2018)
 AH7430
 AH7430'RECOVERY NOTE BY MN DEPT OF TRANSP 2018 (KMS)
 AH7430'4.8 MI (7.7 KM) WEST-NORTHWEST OF GILMAN, 5.25 MI (8.45 KM)
 AH7430'WEST-NORTHWEST ALONG TRUNK HIGHWAY 25 FROM THE JUNCTION OF TRUNK
 AH7430'HIGHWAY 25 AND COUNTY ROAD 3 IN GILMAN, AT TRUNK HIGHWAY 25 MILE POINT
 AH7430'110.15, 78.0 FT (23.8 M) NORTH OF TRUNK HIGHWAY 25, 44.0 FT (13.4 M)
 AH7430'WEST OF COUNTY ROAD 59 (55TH AVENUE NORTHEAST), 79.4 FT (24.2 M)
 AH7430'WEST-NORTHWEST OF A TELEPHONE CABLE PEDESTAL, 4.0 FT (1.2 M) NORTH OF
 AH7430'A FENCE CORNER, 1.2 FT (0.4 M) NORTH OF A WITNESS POST.
 AH7430
 AH7430                          STATION RECOVERY (2019)
 AH7430
 AH7430'RECOVERY NOTE BY MN DEPT OF TRANSP 2019 (KXJ)
 AH7430'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DR4393 ***********************************************************************
 DR4393  HT_MOD      -  This is a Height Modernization Survey Station.
 DR4393  DESIGNATION -  0508 L RESET
 DR4393  PID         -  DR4393
 DR4393  STATE/COUNTY-  MN/BENTON
 DR4393  COUNTRY     -  US
 DR4393  USGS QUAD   -  LITTLE ROCK (2019)
 DR4393
 DR4393                         *CURRENT SURVEY CONTROL
 DR4393  ______________________________________________________________________
 DR4393* NAD 83(2011) POSITION- 45 45 02.66881(N) 094 04 10.60634(W)   ADJUSTED
 DR4393* NAD 83(2011) ELLIP HT-   329.152 (meters)        (03/30/20)   ADJUSTED
 DR4393* NAD 83(2011) EPOCH   -  2010.00
 DR4393* NAVD 88 ORTHO HEIGHT -   356.17  (meters)     1168.5   (feet) GPS OBS
 DR4393  ______________________________________________________________________
 DR4393  GEOID HEIGHT    -        -27.019 (meters)                     GEOID18
 DR4393  NAD 83(2011) X  -   -316,408.304 (meters)                     COMP
 DR4393  NAD 83(2011) Y  - -4,447,195.364 (meters)                     COMP
 DR4393  NAD 83(2011) Z  -  4,546,194.641 (meters)                     COMP
 DR4393  LAPLACE CORR    -         -3.72  (seconds)                    DEFLEC18
 DR4393
 DR4393  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DR4393  Standards:
 DR4393         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DR4393            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DR4393  -------------------------------------------------------------------
 DR4393  NETWORK    0.69   1.02           0.32   0.23   0.52      0.07487980
 DR4393  -------------------------------------------------------------------
 DR4393  Click here for local accuracies and other accuracy information.
 DR4393
 DR4393.The horizontal coordinates were established by GPS observations
 DR4393.and adjusted by the MN DEPT OF TRANSP in March 2020.
 DR4393
 DR4393.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DR4393.been affixed to the stable North American tectonic plate. See 
 DR4393.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DR4393
 DR4393.The horizontal coordinates are valid at the epoch date displayed above
 DR4393.which is a decimal equivalence of Year/Month/Day.
 DR4393
 DR4393.The orthometric height was determined by GPS observations and a
 DR4393.high-resolution geoid model using precise GPS observation and
 DR4393.processing techniques.
 DR4393
 DR4393.Significant digits in the geoid height do not necessarily reflect accuracy.
 DR4393.GEOID18 height accuracy estimate available here.
 DR4393
 DR4393.Click photographs - Photos may exist for this station.
 DR4393
 DR4393.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DR4393
 DR4393.The Laplace correction was computed from DEFLEC18 derived deflections.
 DR4393
 DR4393.The ellipsoidal height was determined by GPS observations
 DR4393.and is referenced to NAD 83.
 DR4393
 DR4393. The following values were computed from the NAD 83(2011) position.
 DR4393
 DR4393;                    North         East     Units Scale Factor Converg.
 DR4393;SPC MN C     -   183,458.383   814,035.612   MT  0.99997365   +0 07 49.8
 DR4393;SPC MN C     -   601,896.38  2,670,715.17   sFT  0.99997365   +0 07 49.8
 DR4393;UTM  15      - 5,066,910.028   416,806.408   MT  0.99968509   -0 45 58.4
 DR4393
 DR4393!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DR4393!SPC MN C     -   0.99994840  x   0.99997365  =   0.99992205
 DR4393!UTM  15      -   0.99994840  x   0.99968509  =   0.99963351
 DR4393
 DR4393_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL1680666910(NAD 83)
 DR4393
 DR4393                          SUPERSEDED SURVEY CONTROL
 DR4393
 DR4393.No superseded survey control is available for this station.
 DR4393
 DR4393_MARKER: I = METAL ROD
 DR4393_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DR4393_STAMPING: 0508 L RESET 2018
 DR4393_MARK LOGO: MNDT
 DR4393_PROJECTION: RECESSED 10 CENTIMETERS
 DR4393_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DR4393_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DR4393_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DR4393+SATELLITE: SATELLITE OBSERVATIONS - February 28, 2019
 DR4393_ROD/PIPE-DEPTH: 4.6 meters
 DR4393
 DR4393  HISTORY     - Date     Condition        Report By
 DR4393  HISTORY     - 20180809 MONUMENTED       MNDT
 DR4393  HISTORY     - 20190228 GOOD             MNDT
 DR4393
 DR4393                          STATION DESCRIPTION
 DR4393
 DR4393'DESCRIBED BY MN DEPT OF TRANSP 2019 (MXM)
 DR4393'5.8 MILES WEST-NORTHWEST OF GILMAN, 6.45 MILES NORTH AND WEST ALONG
 DR4393'TRUNK HIGHWAY 25 FROM THE JUNCTION OF TRUNK HIGHWAY 25 AND COUNTY ROAD
 DR4393'3 IN GILMAN, AT TRUNK HIGHWAY 25 MILEPOINT 111.2, 85.0 FEET NORTH OF
 DR4393'TRUNK HIGHWAY 25, 37.0 FEET WEST OF 45TH AVENUE NORTHEAST, 73.7 FEET
 DR4393'WEST-NORTHWEST OF A CABLE BOX, 1.6 FEET SOUTH OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 AH7432 ***********************************************************************
 AH7432  DESIGNATION -  0508 M
 AH7432  PID         -  AH7432
 AH7432  STATE/COUNTY-  MN/BENTON
 AH7432  COUNTRY     -  US
 AH7432  USGS QUAD   -  LITTLE ROCK (2019)
 AH7432
 AH7432                         *CURRENT SURVEY CONTROL
 AH7432  ______________________________________________________________________
 AH7432* NAD 83(1986) POSITION- 45 45 02.89   (N) 094 05 16.40   (W)   HD_HELD1
 AH7432* NAVD 88 ORTHO HEIGHT -   346.191 (meters)     1135.80  (feet) ADJUSTED
 AH7432  ______________________________________________________________________
 AH7432  GEOID HEIGHT    -        -26.992 (meters)                     GEOID18
 AH7432  DYNAMIC HEIGHT  -        346.188 (meters)     1135.79  (feet) COMP
 AH7432  MODELED GRAVITY -    980,596.1   (mgal)                       NAVD 88
 AH7432
 AH7432  VERT ORDER      -  SECOND    CLASS I
 AH7432
 AH7432.The horizontal coordinates were determined by differentially corrected
 AH7432.hand held GPS observations or other comparable positioning techniques
 AH7432.and have an estimated accuracy of +/- 3 meters.
 AH7432
 AH7432.The orthometric height was determined by differential leveling and
 AH7432.adjusted by the NATIONAL GEODETIC SURVEY
 AH7432.in August 2004.
 AH7432
 AH7432.Significant digits in the geoid height do not necessarily reflect accuracy.
 AH7432.GEOID18 height accuracy estimate available here.
 AH7432
 AH7432.Click photographs - Photos may exist for this station.
 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     -   183,462.1     812,613.6     MT  (+/- 3 meters HH1 GPS) 
 AH7432
 AH7432_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL1538566936(NAD 83)
 AH7432
 AH7432                          SUPERSEDED SURVEY CONTROL
 AH7432
 AH7432.No superseded survey control is available for this station.
 AH7432
 AH7432_MARKER: DD = SURVEY DISK
 AH7432_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AH7432_SP_SET: BRIDGE RAILING
 AH7432_STAMPING: 0508 M 1994
 AH7432_MARK LOGO: MNDT
 AH7432_PROJECTION: FLUSH
 AH7432_MAGNETIC: N = NO MAGNETIC MATERIAL
 AH7432_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AH7432_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AH7432+SATELLITE: SATELLITE OBSERVATIONS - August 09, 2018
 AH7432
 AH7432  HISTORY     - Date     Condition        Report By
 AH7432  HISTORY     - 1994     MONUMENTED       MNDT
 AH7432  HISTORY     - 20170417 GOOD             MNDT
 AH7432  HISTORY     - 20180809 GOOD             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.
 AH7432
 AH7432                          STATION RECOVERY (2017)
 AH7432
 AH7432'RECOVERY NOTE BY MN DEPT OF TRANSP 2017 (KMS)
 AH7432'6.6 MI (10.6 KM) WEST-NORTHWEST OF GILMAN, IN THE RAILING IN THE EAST
 AH7432'CORNER OF TRUNK HIGHWAY 25 BRIDGE NUMBER 8801 OVER MAYHEW CREEK, 7.3
 AH7432'MI (11.7 KM) WEST-NORTHWEST ALONG TRUNK HIGHWAY 25 FROM THE JUNCTION
 AH7432'OF TRUNK HIGHWAY 25 AND COUNTY ROAD 3 IN GILMAN, AT TRUNK HIGHWAY 25
 AH7432'MILE POINT 112.05, 22.0 FT (6.7 M) NORTHEAST OF TRUNK HIGHWAY 25.
 AH7432
 AH7432                          STATION RECOVERY (2018)
 AH7432
 AH7432'RECOVERY NOTE BY MN DEPT OF TRANSP 2018 (KMS)
 AH7432'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 AH7433 ***********************************************************************
 AH7433  DESIGNATION -  0508 N
 AH7433  PID         -  AH7433
 AH7433  STATE/COUNTY-  MN/BENTON
 AH7433  COUNTRY     -  US
 AH7433  USGS QUAD   -  LITTLE ROCK (2019)
 AH7433
 AH7433                         *CURRENT SURVEY CONTROL
 AH7433  ______________________________________________________________________
 AH7433* NAD 83(1986) POSITION- 45 45 55.77   (N) 094 05 27.16   (W)   HD_HELD1
 AH7433* NAVD 88 ORTHO HEIGHT -   351.858 (meters)     1154.39  (feet) ADJUSTED
 AH7433  ______________________________________________________________________
 AH7433  GEOID HEIGHT    -        -26.977 (meters)                     GEOID18
 AH7433  DYNAMIC HEIGHT  -        351.856 (meters)     1154.38  (feet) COMP
 AH7433  MODELED GRAVITY -    980,597.5   (mgal)                       NAVD 88
 AH7433
 AH7433  VERT ORDER      -  SECOND    CLASS I
 AH7433
 AH7433.The horizontal coordinates were determined by differentially corrected
 AH7433.hand held GPS observations or other comparable positioning techniques
 AH7433.and have an estimated accuracy of +/- 3 meters.
 AH7433
 AH7433.The orthometric height was determined by differential leveling and
 AH7433.adjusted by the NATIONAL GEODETIC SURVEY
 AH7433.in August 2004.
 AH7433
 AH7433.Significant digits in the geoid height do not necessarily reflect accuracy.
 AH7433.GEOID18 height accuracy estimate available here.
 AH7433
 AH7433.Click photographs - Photos may exist for this station.
 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     -   185,094.2     812,377.7     MT  (+/- 3 meters HH1 GPS) 
 AH7433
 AH7433_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL1517468571(NAD 83)
 AH7433
 AH7433                          SUPERSEDED SURVEY CONTROL
 AH7433
 AH7433.No superseded survey control is available for this station.
 AH7433
 AH7433_MARKER: DD = SURVEY DISK
 AH7433_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 AH7433_STAMPING: 0508 N 1994
 AH7433_MARK LOGO: MNDT
 AH7433_PROJECTION: RECESSED 5 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 NOT SUITABLE FOR
 AH7433+SATELLITE: SATELLITE OBSERVATIONS - August 09, 2018
 AH7433_ROD/PIPE-DEPTH: 4.0 meters
 AH7433
 AH7433  HISTORY     - Date     Condition        Report By
 AH7433  HISTORY     - 1994     MONUMENTED       MNDT
 AH7433  HISTORY     - 20170417 GOOD             MNDT
 AH7433  HISTORY     - 20180809 GOOD             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.
 AH7433
 AH7433                          STATION RECOVERY (2017)
 AH7433
 AH7433'RECOVERY NOTE BY MN DEPT OF TRANSP 2017 (KMS)
 AH7433'RECOVERED AS DESCRIBED.
 AH7433
 AH7433                          STATION RECOVERY (2018)
 AH7433
 AH7433'RECOVERY NOTE BY MN DEPT OF TRANSP 2018 (KMS)
 AH7433'7.1 MI (11.4 KM) WEST-NORTHWEST OF GILMAN, 8.4 MI (13.5 KM)
 AH7433'WEST-NORTHWEST ALONG TRUNK HIGHWAY 25 FROM THE JUNCTION OF TRUNK
 AH7433'HIGHWAY 25 AND COUNTY ROAD 3 IN GILMAN, AT TRUNK HIGHWAY 25 MILE POINT
 AH7433'113.15, 73.0 FT (22.3 M) EAST OF TRUNK HIGHWAY 25, 131.0 FT (39.9 M)
 AH7433'NORTH OF COUNTY ROAD 42 (135TH STREET NORTHEAST), 152.5 FT (46.5 M)
 AH7433'NORTHWEST OF A TELEPHONE CABLE PEDESTAL, 1.9 FT (0.6 M) SOUTH OF A
 AH7433'POWER POLE, 1.9 FT (0.6 M) NORTH OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 AH7435 ***********************************************************************
 AH7435  DESIGNATION -  0508 Q
 AH7435  PID         -  AH7435
 AH7435  STATE/COUNTY-  MN/BENTON
 AH7435  COUNTRY     -  US
 AH7435  USGS QUAD   -  LITTLE ROCK (2019)
 AH7435
 AH7435                         *CURRENT SURVEY CONTROL
 AH7435  ______________________________________________________________________
 AH7435* NAD 83(1986) POSITION- 45 47 47.02   (N) 094 05 33.72   (W)   HD_HELD1
 AH7435* NAVD 88 ORTHO HEIGHT -   358.761 (meters)     1177.04  (feet) ADJUSTED
 AH7435  ______________________________________________________________________
 AH7435  GEOID HEIGHT    -        -26.948 (meters)                     GEOID18
 AH7435  DYNAMIC HEIGHT  -        358.759 (meters)     1177.03  (feet) COMP
 AH7435  MODELED GRAVITY -    980,599.9   (mgal)                       NAVD 88
 AH7435
 AH7435  VERT ORDER      -  SECOND    CLASS I
 AH7435
 AH7435.The horizontal coordinates were determined by differentially corrected
 AH7435.hand held GPS observations or other comparable positioning techniques
 AH7435.and have an estimated accuracy of +/- 3 meters.
 AH7435
 AH7435.The orthometric height was determined by differential leveling and
 AH7435.adjusted by the NATIONAL GEODETIC SURVEY
 AH7435.in August 2004.
 AH7435
 AH7435.Significant digits in the geoid height do not necessarily reflect accuracy.
 AH7435.GEOID18 height accuracy estimate available here.
 AH7435
 AH7435.Click photographs - Photos may exist for this station.
 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     -   188,528.6     812,229.2     MT  (+/- 3 meters HH1 GPS) 
 AH7435
 AH7435_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL1508072006(NAD 83)
 AH7435
 AH7435                          SUPERSEDED SURVEY CONTROL
 AH7435
 AH7435.No superseded survey control is available for this station.
 AH7435
 AH7435_MARKER: DD = SURVEY DISK
 AH7435_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 AH7435+WITH SETTING: INFORMATION.
 AH7435_STAMPING: 0508 Q 1994
 AH7435_MARK LOGO: MNDT
 AH7435_PROJECTION: RECESSED 5 CENTIMETERS
 AH7435_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AH7435_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AH7435_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AH7435+SATELLITE: SATELLITE OBSERVATIONS - August 09, 2018
 AH7435_ROD/PIPE-DEPTH: 3.0 meters
 AH7435
 AH7435  HISTORY     - Date     Condition        Report By
 AH7435  HISTORY     - 1994     MONUMENTED       MNDT
 AH7435  HISTORY     - 20170418 GOOD             MNDT
 AH7435  HISTORY     - 20180809 GOOD             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.
 AH7435
 AH7435                          STATION RECOVERY (2017)
 AH7435
 AH7435'RECOVERY NOTE BY MN DEPT OF TRANSP 2017 (KMS)
 AH7435'RECOVERED AS DESCRIBED.
 AH7435
 AH7435                          STATION RECOVERY (2018)
 AH7435
 AH7435'RECOVERY NOTE BY MN DEPT OF TRANSP 2018 (KMS)
 AH7435'8.0 MI (12.9 KM) WEST-NORTHWEST OF GILMAN, 10.55 MI (16.97 KM)
 AH7435'NORTHWEST ALONG TRUNK HIGHWAY 25 FROM THE JUNCTION OF TRUNK HIGHWAY 25
 AH7435'AND COUNTY ROAD 3 IN GILMAN, AT TRUNK HIGHWAY 25 MILE POINT 115.25,
 AH7435'57.5 FT (17.5 M) EAST OF TRUNK HIGHWAY 25, 1.0 FT (0.3 M) WEST OF A
 AH7435'WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DQ7898 ***********************************************************************
 DQ7898  DESIGNATION -  0508 R RESET
 DQ7898  PID         -  DQ7898
 DQ7898  STATE/COUNTY-  MN/BENTON
 DQ7898  COUNTRY     -  US
 DQ7898  USGS QUAD   -  LITTLE ROCK (2019)
 DQ7898
 DQ7898                         *CURRENT SURVEY CONTROL
 DQ7898  ______________________________________________________________________
 DQ7898* NAD 83(1986) POSITION- 45 48 33.57   (N) 094 05 33.68   (W)   HD_HELD1
 DQ7898* NAVD 88 ORTHO HEIGHT -   366.608 (meters)     1202.78  (feet) ADJUSTED
 DQ7898  ______________________________________________________________________
 DQ7898  GEOID HEIGHT    -        -26.937 (meters)                     GEOID18
 DQ7898  DYNAMIC HEIGHT  -        366.607 (meters)     1202.78  (feet) COMP
 DQ7898  MODELED GRAVITY -    980,601.1   (mgal)                       NAVD 88
 DQ7898
 DQ7898  VERT ORDER      -  SECOND    CLASS I
 DQ7898
 DQ7898.The horizontal coordinates were determined by differentially corrected
 DQ7898.hand held GPS observations or other comparable positioning techniques
 DQ7898.and have an estimated accuracy of +/- 3 meters.
 DQ7898
 DQ7898.The orthometric height was determined by differential leveling and
 DQ7898.adjusted by the NATIONAL GEODETIC SURVEY
 DQ7898.in May 2018.
 DQ7898
 DQ7898.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ7898.GEOID18 height accuracy estimate available here.
 DQ7898
 DQ7898.Click photographs - Photos may exist for this station.
 DQ7898
 DQ7898.The dynamic height is computed by dividing the NAVD 88
 DQ7898.geopotential number by the normal gravity value computed on the
 DQ7898.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ7898.degrees latitude (g = 980.6199 gals.).
 DQ7898
 DQ7898.The modeled gravity was interpolated from observed gravity values.
 DQ7898
 DQ7898;                    North         East    Units  Estimated Accuracy
 DQ7898;SPC MN C     -   189,965.7     812,227.2     MT  (+/- 3 meters HH1 GPS) 
 DQ7898
 DQ7898_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL1510073443(NAD 83)
 DQ7898
 DQ7898                          SUPERSEDED SURVEY CONTROL
 DQ7898
 DQ7898.No superseded survey control is available for this station.
 DQ7898
 DQ7898_MARKER: I = METAL ROD
 DQ7898_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DQ7898_STAMPING: 0508 R RESET 2017
 DQ7898_MARK LOGO: MNDT
 DQ7898_PROJECTION: RECESSED 20 CENTIMETERS
 DQ7898_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DQ7898_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ7898_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DQ7898+SATELLITE: SATELLITE OBSERVATIONS - August 09, 2018
 DQ7898_ROD/PIPE-DEPTH: 6.1 meters
 DQ7898
 DQ7898  HISTORY     - Date     Condition        Report By
 DQ7898  HISTORY     - 20170419 MONUMENTED       MNDT
 DQ7898  HISTORY     - 20180809 GOOD             MNDT
 DQ7898
 DQ7898                          STATION DESCRIPTION
 DQ7898
 DQ7898'DESCRIBED BY MN DEPT OF TRANSP 2017
 DQ7898'THE MARK IS LOCATED ABOUT 6.2 MI (10.0 KM) SOUTH OF BUCKMAN.
 DQ7898'
 DQ7898'TO REACH THE MARK GO 6.1 MI (9.8 KM) SOUTH ALONG TRUNK HIGHWAY 25 FROM
 DQ7898'THE JUNCTION OF TRUNK HIGHWAY 25 AND COUNTY ROAD 34 IN BUCKMAN TO
 DQ7898'TRUNK HIGHWAY 25 MILE POINT 116.15, THEN 0.05 MI (0.08 KM) EAST ALONG
 DQ7898'COUNTY ROAD 22.
 DQ7898'
 DQ7898'THE MARK IS LOCATED 38.0 FT (11.6 M) NORTH OF COUNTY ROAD 22 (165TH
 DQ7898'STREET NORTHEAST), 2.5 FT (0.8 M) WEST OF A POWER POLE, 1.3 FT (0.4 M)
 DQ7898'EAST OF A WITNESS POST.
 DQ7898'
 DQ7898'NOTE-THE STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM ROD
 DQ7898'DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION REMOVABLE DISK
 DQ7898'SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH PVC
 DQ7898'PIPE BACK FILLED WITH WASHED SAND.
 DQ7898
 DQ7898                          STATION RECOVERY (2018)
 DQ7898
 DQ7898'RECOVERY NOTE BY MN DEPT OF TRANSP 2018 (KMS)
 DQ7898'6.2 MI (10.0 KM) SOUTH OF BUCKMAN, 6.1 MI (9.8 KM) SOUTH ALONG TRUNK
 DQ7898'HIGHWAY 25 FROM THE JUNCTION OF TRUNK HIGHWAY 25 AND COUNTY ROAD 34 IN
 DQ7898'BUCKMAN TO TRUNK HIGHWAY 25 MILE POINT 116.15, THEN 0.05 MI (0.08 KM)
 DQ7898'EAST ALONG COUNTY ROAD 22, 38.0 FT (11.6 M) NORTH OF COUNTY ROAD 22
 DQ7898'(165TH STREET NORTHEAST), 2.5 FT (0.8 M) WEST OF A POWER POLE, 1.3 FT
 DQ7898'(0.4 M) EAST OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DQ7900 ***********************************************************************
 DQ7900  DESIGNATION -  0508 S RESET
 DQ7900  PID         -  DQ7900
 DQ7900  STATE/COUNTY-  MN/BENTON
 DQ7900  COUNTRY     -  US
 DQ7900  USGS QUAD   -  LITTLE ROCK (2019)
 DQ7900
 DQ7900                         *CURRENT SURVEY CONTROL
 DQ7900  ______________________________________________________________________
 DQ7900* NAD 83(1986) POSITION- 45 49 24.41   (N) 094 05 40.58   (W)   HD_HELD1
 DQ7900* NAVD 88 ORTHO HEIGHT -   364.841 (meters)     1196.98  (feet) ADJUSTED
 DQ7900  ______________________________________________________________________
 DQ7900  GEOID HEIGHT    -        -26.924 (meters)                     GEOID18
 DQ7900  DYNAMIC HEIGHT  -        364.841 (meters)     1196.98  (feet) COMP
 DQ7900  MODELED GRAVITY -    980,602.5   (mgal)                       NAVD 88
 DQ7900
 DQ7900  VERT ORDER      -  SECOND    CLASS I
 DQ7900
 DQ7900.The horizontal coordinates were determined by differentially corrected
 DQ7900.hand held GPS observations or other comparable positioning techniques
 DQ7900.and have an estimated accuracy of +/- 3 meters.
 DQ7900
 DQ7900.The orthometric height was determined by differential leveling and
 DQ7900.adjusted by the NATIONAL GEODETIC SURVEY
 DQ7900.in May 2018.
 DQ7900
 DQ7900.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ7900.GEOID18 height accuracy estimate available here.
 DQ7900
 DQ7900.Click photographs - Photos may exist for this station.
 DQ7900
 DQ7900.The dynamic height is computed by dividing the NAVD 88
 DQ7900.geopotential number by the normal gravity value computed on the
 DQ7900.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ7900.degrees latitude (g = 980.6199 gals.).
 DQ7900
 DQ7900.The modeled gravity was interpolated from observed gravity values.
 DQ7900
 DQ7900;                    North         East    Units  Estimated Accuracy
 DQ7900;SPC MN C     -   191,535.0     812,075.1     MT  (+/- 3 meters HH1 GPS) 
 DQ7900
 DQ7900_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL1497375014(NAD 83)
 DQ7900
 DQ7900                          SUPERSEDED SURVEY CONTROL
 DQ7900
 DQ7900.No superseded survey control is available for this station.
 DQ7900
 DQ7900_MARKER: I = METAL ROD
 DQ7900_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DQ7900_STAMPING: 0508 S RESET 2017
 DQ7900_MARK LOGO: MNDT
 DQ7900_PROJECTION: RECESSED 20 CENTIMETERS
 DQ7900_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DQ7900_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ7900_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DQ7900+SATELLITE: SATELLITE OBSERVATIONS - September 14, 2021
 DQ7900_ROD/PIPE-DEPTH: 4.6 meters
 DQ7900
 DQ7900  HISTORY     - Date     Condition        Report By
 DQ7900  HISTORY     - 20170419 MONUMENTED       MNDT
 DQ7900  HISTORY     - 20180809 GOOD             MNDT
 DQ7900  HISTORY     - 20210914 GOOD             MNDT
 DQ7900
 DQ7900                          STATION DESCRIPTION
 DQ7900
 DQ7900'DESCRIBED BY MN DEPT OF TRANSP 2017
 DQ7900'THE MARK IS LOCATED ABOUT 5.0 MI (8.0 KM) SOUTH OF BUCKMAN.
 DQ7900'
 DQ7900'TO REACH THE MARK GO 5.1 MI (8.2 KM) SOUTH ALONG TRUNK HIGHWAY 25 FROM
 DQ7900'THE JUNCTION OF TRUNK HIGHWAY 25 AND COUNTY ROAD 34 IN BUCKMAN, AT
 DQ7900'TRUNK HIGHWAY 25 MILE POINT 117.1.
 DQ7900'
 DQ7900'THE MARK IS LOCATED 59.3 FT (18.1 M) WEST OF TRUNK HIGHWAY 25, 43.4 FT
 DQ7900'(13.2 M) WEST-SOUTHWEST OF STATION 4910 A, 28.0 FT (8.5 M) SOUTH OF A
 DQ7900'FIELD ENTRANCE, 1.2 FT (0.4 M) NORTH OF A WITNESS POST.
 DQ7900'
 DQ7900'NOTE-THE STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM ROD
 DQ7900'DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION REMOVABLE DISK
 DQ7900'SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH PVC
 DQ7900'PIPE BACK FILLED WITH WASHED SAND.
 DQ7900
 DQ7900                          STATION RECOVERY (2018)
 DQ7900
 DQ7900'RECOVERY NOTE BY MN DEPT OF TRANSP 2018 (KMS)
 DQ7900'5.0 MI (8.0 KM) SOUTH OF BUCKMAN, 5.1 MI (8.2 KM) SOUTH ALONG TRUNK
 DQ7900'HIGHWAY 25 FROM THE JUNCTION OF TRUNK HIGHWAY 25 AND COUNTY ROAD 34 IN
 DQ7900'BUCKMAN, AT TRUNK HIGHWAY 25 MILE POINT 117.1, 59.3 FT (18.1 M) WEST
 DQ7900'OF TRUNK HIGHWAY 25, 43.4 FT (13.2 M) WEST-SOUTHWEST OF STATION 4910
 DQ7900'A, 28.0 FT (8.5 M) SOUTH OF A FIELD ENTRANCE, 1.2 FT (0.4 M) NORTH OF
 DQ7900'A WITNESS POST.
 DQ7900
 DQ7900                          STATION RECOVERY (2021)
 DQ7900
 DQ7900'RECOVERY NOTE BY MN DEPT OF TRANSP 2021 (DAS)
 DQ7900'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DQ7877 ***********************************************************************
 DQ7877  DESIGNATION -  0508 T
 DQ7877  PID         -  DQ7877
 DQ7877  STATE/COUNTY-  MN/BENTON
 DQ7877  COUNTRY     -  US
 DQ7877  USGS QUAD   -  FOLEY (2019)
 DQ7877
 DQ7877                         *CURRENT SURVEY CONTROL
 DQ7877  ______________________________________________________________________
 DQ7877* NAD 83(2011) POSITION- 45 42 47.34399(N) 093 55 28.38032(W)   ADJUSTED
 DQ7877* NAD 83(2011) ELLIP HT-   334.756 (meters)        (03/30/20)   ADJUSTED
 DQ7877* NAD 83(2011) EPOCH   -  2010.00
 DQ7877* NAVD 88 ORTHO HEIGHT -   362.006 (meters)     1187.68  (feet) ADJUSTED
 DQ7877  ______________________________________________________________________
 DQ7877  GEOID HEIGHT    -        -27.259 (meters)                     GEOID18
 DQ7877  NAD 83(2011) X  -   -305,352.835 (meters)                     COMP
 DQ7877  NAD 83(2011) Y  - -4,450,971.038 (meters)                     COMP
 DQ7877  NAD 83(2011) Z  -  4,543,282.186 (meters)                     COMP
 DQ7877  LAPLACE CORR    -         -3.88  (seconds)                    DEFLEC18
 DQ7877  DYNAMIC HEIGHT  -        361.998 (meters)     1187.66  (feet) COMP
 DQ7877  MODELED GRAVITY -    980,583.6   (mgal)                       NAVD 88
 DQ7877
 DQ7877  VERT ORDER      -  SECOND    CLASS I
 DQ7877
 DQ7877  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DQ7877  Standards:
 DQ7877         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DQ7877            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DQ7877  -------------------------------------------------------------------
 DQ7877  NETWORK    0.80   1.22           0.37   0.26   0.62      0.08674207
 DQ7877  -------------------------------------------------------------------
 DQ7877  Click here for local accuracies and other accuracy information.
 DQ7877
 DQ7877.The horizontal coordinates were established by GPS observations
 DQ7877.and adjusted by the MN DEPT OF TRANSP in March 2020.
 DQ7877
 DQ7877.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DQ7877.been affixed to the stable North American tectonic plate. See 
 DQ7877.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DQ7877
 DQ7877.The horizontal coordinates are valid at the epoch date displayed above
 DQ7877.which is a decimal equivalence of Year/Month/Day.
 DQ7877
 DQ7877.The orthometric height was determined by differential leveling and
 DQ7877.adjusted by the NATIONAL GEODETIC SURVEY
 DQ7877.in May 2018.
 DQ7877
 DQ7877.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ7877.GEOID18 height accuracy estimate available here.
 DQ7877
 DQ7877.Click photographs - Photos may exist for this station.
 DQ7877
 DQ7877.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DQ7877
 DQ7877.The Laplace correction was computed from DEFLEC18 derived deflections.
 DQ7877
 DQ7877.The ellipsoidal height was determined by GPS observations
 DQ7877.and is referenced to NAD 83.
 DQ7877
 DQ7877.The dynamic height is computed by dividing the NAVD 88
 DQ7877.geopotential number by the normal gravity value computed on the
 DQ7877.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ7877.degrees latitude (g = 980.6199 gals.).
 DQ7877
 DQ7877.The modeled gravity was interpolated from observed gravity values.
 DQ7877
 DQ7877. The following values were computed from the NAD 83(2011) position.
 DQ7877
 DQ7877;                    North         East     Units Scale Factor Converg.
 DQ7877;SPC MN C     -   179,316.550   825,339.815   MT  0.99998049   +0 14 07.5
 DQ7877;SPC MN C     -   588,307.71  2,707,802.38   sFT  0.99998049   +0 14 07.5
 DQ7877;UTM  15      - 5,062,593.045   428,040.981   MT  0.99966366   -0 39 42.7
 DQ7877
 DQ7877!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DQ7877!SPC MN C     -   0.99994752  x   0.99998049  =   0.99992801
 DQ7877!UTM  15      -   0.99994752  x   0.99966366  =   0.99961120
 DQ7877
 DQ7877_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL2804062593(NAD 83)
 DQ7877
 DQ7877                          SUPERSEDED SURVEY CONTROL
 DQ7877
 DQ7877.No superseded survey control is available for this station.
 DQ7877
 DQ7877_MARKER: I = METAL ROD
 DQ7877_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DQ7877_STAMPING: 0508 T 2017
 DQ7877_MARK LOGO: MNDT
 DQ7877_PROJECTION: RECESSED 5 CENTIMETERS
 DQ7877_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DQ7877_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ7877_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ7877+SATELLITE: SATELLITE OBSERVATIONS - June 10, 2020
 DQ7877_ROD/PIPE-DEPTH: 4.3 meters
 DQ7877
 DQ7877  HISTORY     - Date     Condition        Report By
 DQ7877  HISTORY     - 20170523 MONUMENTED       MNDT
 DQ7877  HISTORY     - 20180807 GOOD             MNDT
 DQ7877  HISTORY     - 20190326 GOOD             MNDT
 DQ7877  HISTORY     - 20200610 GOOD             MNDT
 DQ7877
 DQ7877                          STATION DESCRIPTION
 DQ7877
 DQ7877'DESCRIBED BY MN DEPT OF TRANSP 2017
 DQ7877'THE MARK IS LOCATED ABOUT 1.9 MI (3.1 KM) SOUTHEAST OF GILMAN.
 DQ7877'
 DQ7877'TO REACH THE MARK GO 1.9 MI (3.1 KM) SOUTHEAST ALONG TRUNK HIGHWAY 25
 DQ7877'FROM THE JUNCTION OF TRUNK HIGHWAY 25 AND COUNTY ROAD 3 IN GILMAN, AT
 DQ7877'TRUNK HIGHWAY 25 MILE POINT 102.9.
 DQ7877'
 DQ7877'THE MARK IS LOCATED 56.6 FT (17.3 M) EAST-SOUTHEAST OF TRUNK HIGHWAY
 DQ7877'25, ABOUT 250 FT (76.2 M) SOUTH-SOUTHEAST OF COUNTY ROAD 14 (115TH
 DQ7877'AVENUE NORTHEAST), 26.4 FT (8.0 M) SOUTH OF A FIELD ENTRANCE, 58.2 FT
 DQ7877'(17.7 M) SOUTH-SOUTHWEST OF A POWER POLE WITH 4 GUY WIRES, 1.5 FT (0.5
 DQ7877'M) NORTH OF A WITNESS POST.
 DQ7877'
 DQ7877'NOTE-THE STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM ROD
 DQ7877'DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION REMOVABLE DISK
 DQ7877'SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH PVC
 DQ7877'PIPE BACK FILLED WITH WASHED SAND.
 DQ7877
 DQ7877                          STATION RECOVERY (2018)
 DQ7877
 DQ7877'RECOVERY NOTE BY MN DEPT OF TRANSP 2018 (KMS)
 DQ7877'1.9 MI (3.1 KM) SOUTHEAST OF GILMAN, 1.9 MI (3.1 KM) SOUTHEAST ALONG
 DQ7877'TRUNK HIGHWAY 25 FROM THE JUNCTION OF TRUNK HIGHWAY 25 AND COUNTY ROAD
 DQ7877'3 IN GILMAN, AT TRUNK HIGHWAY 25 MILE POINT 102.9, 56.6 FT (17.3 M)
 DQ7877'EAST-SOUTHEAST OF TRUNK HIGHWAY 25, 205.9 FT (62.8 M) SOUTH-SOUTHEAST
 DQ7877'OF COUNTY ROAD 14 (115TH AVENUE NORTHEAST), 58.2 FT (17.7 M)
 DQ7877'SOUTH-SOUTHWEST OF A POWER POLE WITH 4 GUY WIRES, 26.4 FT (8.0 M)
 DQ7877'SOUTH OF A FIELD ENTRANCE, 1.5 FT (0.5 M) NORTH OF A WITNESS POST.
 DQ7877
 DQ7877                          STATION RECOVERY (2019)
 DQ7877
 DQ7877'RECOVERY NOTE BY MN DEPT OF TRANSP 2019 (KXS)
 DQ7877'RECOVERED AS DESCRIBED.
 DQ7877
 DQ7877                          STATION RECOVERY (2020)
 DQ7877
 DQ7877'RECOVERY NOTE BY MN DEPT OF TRANSP 2020 (TJD)
 DQ7877'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DQ7880 ***********************************************************************
 DQ7880  DESIGNATION -  0508 U
 DQ7880  PID         -  DQ7880
 DQ7880  STATE/COUNTY-  MN/BENTON
 DQ7880  COUNTRY     -  US
 DQ7880  USGS QUAD   -  FOLEY (2019)
 DQ7880
 DQ7880                         *CURRENT SURVEY CONTROL
 DQ7880  ______________________________________________________________________
 DQ7880* NAD 83(2011) POSITION- 45 44 37.15030(N) 093 57 32.87969(W)   ADJUSTED
 DQ7880* NAD 83(2011) ELLIP HT-   335.813 (meters)        (03/30/20)   ADJUSTED
 DQ7880* NAD 83(2011) EPOCH   -  2010.00
 DQ7880* NAVD 88 ORTHO HEIGHT -   362.982 (meters)     1190.88  (feet) ADJUSTED
 DQ7880  ______________________________________________________________________
 DQ7880  GEOID HEIGHT    -        -27.170 (meters)                     GEOID18
 DQ7880  NAD 83(2011) X  -   -307,871.778 (meters)                     COMP
 DQ7880  NAD 83(2011) Y  - -4,448,364.843 (meters)                     COMP
 DQ7880  NAD 83(2011) Z  -  4,545,649.595 (meters)                     COMP
 DQ7880  LAPLACE CORR    -         -3.42  (seconds)                    DEFLEC18
 DQ7880  DYNAMIC HEIGHT  -        362.975 (meters)     1190.86  (feet) COMP
 DQ7880  MODELED GRAVITY -    980,586.0   (mgal)                       NAVD 88
 DQ7880
 DQ7880  VERT ORDER      -  SECOND    CLASS I
 DQ7880
 DQ7880  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DQ7880  Standards:
 DQ7880         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DQ7880            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DQ7880  -------------------------------------------------------------------
 DQ7880  NETWORK    0.73   1.06           0.34   0.24   0.54      0.05553947
 DQ7880  -------------------------------------------------------------------
 DQ7880  Click here for local accuracies and other accuracy information.
 DQ7880
 DQ7880.The horizontal coordinates were established by GPS observations
 DQ7880.and adjusted by the MN DEPT OF TRANSP in March 2020.
 DQ7880
 DQ7880.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DQ7880.been affixed to the stable North American tectonic plate. See 
 DQ7880.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DQ7880
 DQ7880.The horizontal coordinates are valid at the epoch date displayed above
 DQ7880.which is a decimal equivalence of Year/Month/Day.
 DQ7880
 DQ7880.The orthometric height was determined by differential leveling and
 DQ7880.adjusted by the NATIONAL GEODETIC SURVEY
 DQ7880.in May 2018.
 DQ7880
 DQ7880.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ7880.GEOID18 height accuracy estimate available here.
 DQ7880
 DQ7880.Click photographs - Photos may exist for this station.
 DQ7880
 DQ7880.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DQ7880
 DQ7880.The Laplace correction was computed from DEFLEC18 derived deflections.
 DQ7880
 DQ7880.The ellipsoidal height was determined by GPS observations
 DQ7880.and is referenced to NAD 83.
 DQ7880
 DQ7880.The dynamic height is computed by dividing the NAVD 88
 DQ7880.geopotential number by the normal gravity value computed on the
 DQ7880.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ7880.degrees latitude (g = 980.6199 gals.).
 DQ7880
 DQ7880.The modeled gravity was interpolated from observed gravity values.
 DQ7880
 DQ7880. The following values were computed from the NAD 83(2011) position.
 DQ7880
 DQ7880;                    North         East     Units Scale Factor Converg.
 DQ7880;SPC MN C     -   182,696.124   822,634.703   MT  0.99997490   +0 12 37.5
 DQ7880;SPC MN C     -   599,395.53  2,698,927.35   sFT  0.99997490   +0 12 37.5
 DQ7880;UTM  15      - 5,066,013.502   425,389.955   MT  0.99966844   -0 41 13.2
 DQ7880
 DQ7880!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DQ7880!SPC MN C     -   0.99994736  x   0.99997490  =   0.99992226
 DQ7880!UTM  15      -   0.99994736  x   0.99966844  =   0.99961581
 DQ7880
 DQ7880_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL2538966013(NAD 83)
 DQ7880
 DQ7880                          SUPERSEDED SURVEY CONTROL
 DQ7880
 DQ7880.No superseded survey control is available for this station.
 DQ7880
 DQ7880_MARKER: I = METAL ROD
 DQ7880_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DQ7880_STAMPING: 0508 U 2017
 DQ7880_MARK LOGO: MNDT
 DQ7880_PROJECTION: RECESSED 5 CENTIMETERS
 DQ7880_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DQ7880_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ7880_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ7880+SATELLITE: SATELLITE OBSERVATIONS - March 12, 2019
 DQ7880_ROD/PIPE-DEPTH: 3.4 meters
 DQ7880
 DQ7880  HISTORY     - Date     Condition        Report By
 DQ7880  HISTORY     - 20170523 MONUMENTED       MNDT
 DQ7880  HISTORY     - 20180808 GOOD             MNDT
 DQ7880  HISTORY     - 20190312 GOOD             MNDT
 DQ7880
 DQ7880                          STATION DESCRIPTION
 DQ7880
 DQ7880'DESCRIBED BY MN DEPT OF TRANSP 2017
 DQ7880'THE MARK IS LOCATED ABOUT 0.8 MI (1.3 KM) NORTHWEST OF GILMAN.
 DQ7880'
 DQ7880'TO REACH THE MARK GO 0.8 MI (1.3 KM) NORTHWEST ALONG TRUNK HIGHWAY 25
 DQ7880'FROM THE JUNCTION OF TRUNK HIGHWAY 25 AND COUNTY ROAD 3 IN GILMAN, AT
 DQ7880'TRUNK HIGHWAY 25 MILE POINT 105.7.
 DQ7880'
 DQ7880'THE MARK IS LOCATED 48.6 FT (14.8 M) SOUTHWEST OF TRUNK HIGHWAY 25,
 DQ7880'26.6 FT (8.1 M) SOUTHEAST OF A FIELD ENTRANCE, 1.5 FT (0.5 M)
 DQ7880'NORTHEAST OF A WITNESS POST.
 DQ7880'
 DQ7880'NOTE-THE STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM ROD
 DQ7880'DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION REMOVABLE DISK
 DQ7880'SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH PVC
 DQ7880'PIPE BACK FILLED WITH WASHED SAND.
 DQ7880
 DQ7880                          STATION RECOVERY (2018)
 DQ7880
 DQ7880'RECOVERY NOTE BY MN DEPT OF TRANSP 2018 (KMS)
 DQ7880'0.8 MI (1.3 KM) NORTHWEST OF GILMAN, 0.8 MI (1.3 KM) NORTHWEST ALONG
 DQ7880'TRUNK HIGHWAY 25 FROM THE JUNCTION OF TRUNK HIGHWAY 25 AND COUNTY ROAD
 DQ7880'3 IN GILMAN, AT TRUNK HIGHWAY 25 MILE POINT 105.6, 48.6 FT (14.8 M)
 DQ7880'SOUTHWEST OF TRUNK HIGHWAY 25, 26.6 FT (8.1 M) SOUTHEAST OF A FIELD
 DQ7880'ENTRANCE, 1.5 FT (0.5 M) NORTHEAST OF A WITNESS POST.
 DQ7880
 DQ7880                          STATION RECOVERY (2019)
 DQ7880
 DQ7880'RECOVERY NOTE BY MN DEPT OF TRANSP 2019 (DXK)
 DQ7880'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DQ7883 ***********************************************************************
 DQ7883  DESIGNATION -  0508 V
 DQ7883  PID         -  DQ7883
 DQ7883  STATE/COUNTY-  MN/BENTON
 DQ7883  COUNTRY     -  US
 DQ7883  USGS QUAD   -  RAMEY (2019)
 DQ7883
 DQ7883                         *CURRENT SURVEY CONTROL
 DQ7883  ______________________________________________________________________
 DQ7883* NAD 83(2011) POSITION- 45 45 01.22079(N) 093 59 32.41199(W)   ADJUSTED
 DQ7883* NAD 83(2011) ELLIP HT-   340.697 (meters)        (03/30/20)   ADJUSTED
 DQ7883* NAD 83(2011) EPOCH   -  2010.00
 DQ7883* NAVD 88 ORTHO HEIGHT -   367.809 (meters)     1206.72  (feet) ADJUSTED
 DQ7883  ______________________________________________________________________
 DQ7883  GEOID HEIGHT    -        -27.118 (meters)                     GEOID18
 DQ7883  NAD 83(2011) X  -   -310,412.769 (meters)                     COMP
 DQ7883  NAD 83(2011) Y  - -4,447,658.051 (meters)                     COMP
 DQ7883  NAD 83(2011) Z  -  4,546,171.713 (meters)                     COMP
 DQ7883  LAPLACE CORR    -         -3.43  (seconds)                    DEFLEC18
 DQ7883  DYNAMIC HEIGHT  -        367.803 (meters)     1206.70  (feet) COMP
 DQ7883  MODELED GRAVITY -    980,588.3   (mgal)                       NAVD 88
 DQ7883
 DQ7883  VERT ORDER      -  SECOND    CLASS I
 DQ7883
 DQ7883  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DQ7883  Standards:
 DQ7883         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DQ7883            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DQ7883  -------------------------------------------------------------------
 DQ7883  NETWORK    0.71   1.06           0.33   0.23   0.54      0.07623465
 DQ7883  -------------------------------------------------------------------
 DQ7883  Click here for local accuracies and other accuracy information.
 DQ7883
 DQ7883.The horizontal coordinates were established by GPS observations
 DQ7883.and adjusted by the MN DEPT OF TRANSP in March 2020.
 DQ7883
 DQ7883.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DQ7883.been affixed to the stable North American tectonic plate. See 
 DQ7883.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DQ7883
 DQ7883.The horizontal coordinates are valid at the epoch date displayed above
 DQ7883.which is a decimal equivalence of Year/Month/Day.
 DQ7883
 DQ7883.The orthometric height was determined by differential leveling and
 DQ7883.adjusted by the NATIONAL GEODETIC SURVEY
 DQ7883.in May 2018.
 DQ7883
 DQ7883.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ7883.GEOID18 height accuracy estimate available here.
 DQ7883
 DQ7883.Click photographs - Photos may exist for this station.
 DQ7883
 DQ7883.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DQ7883
 DQ7883.The Laplace correction was computed from DEFLEC18 derived deflections.
 DQ7883
 DQ7883.The ellipsoidal height was determined by GPS observations
 DQ7883.and is referenced to NAD 83.
 DQ7883
 DQ7883.The dynamic height is computed by dividing the NAVD 88
 DQ7883.geopotential number by the normal gravity value computed on the
 DQ7883.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ7883.degrees latitude (g = 980.6199 gals.).
 DQ7883
 DQ7883.The modeled gravity was interpolated from observed gravity values.
 DQ7883
 DQ7883. The following values were computed from the NAD 83(2011) position.
 DQ7883
 DQ7883;                    North         East     Units Scale Factor Converg.
 DQ7883;SPC MN C     -   183,430.306   820,048.468   MT  0.99997372   +0 11 11.0
 DQ7883;SPC MN C     -   601,804.26  2,690,442.35   sFT  0.99997372   +0 11 11.0
 DQ7883;UTM  15      - 5,066,787.861   422,816.316   MT  0.99967324   -0 42 39.1
 DQ7883
 DQ7883!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DQ7883!SPC MN C     -   0.99994659  x   0.99997372  =   0.99992031
 DQ7883!UTM  15      -   0.99994659  x   0.99967324  =   0.99961985
 DQ7883
 DQ7883_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL2281666787(NAD 83)
 DQ7883
 DQ7883                          SUPERSEDED SURVEY CONTROL
 DQ7883
 DQ7883.No superseded survey control is available for this station.
 DQ7883
 DQ7883_MARKER: I = METAL ROD
 DQ7883_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DQ7883_STAMPING: 0508 V 2017
 DQ7883_MARK LOGO: MNDT
 DQ7883_PROJECTION: RECESSED 5 CENTIMETERS
 DQ7883_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DQ7883_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ7883_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ7883+SATELLITE: SATELLITE OBSERVATIONS - June 10, 2020
 DQ7883_ROD/PIPE-DEPTH: 3.7 meters
 DQ7883
 DQ7883  HISTORY     - Date     Condition        Report By
 DQ7883  HISTORY     - 20170523 MONUMENTED       MNDT
 DQ7883  HISTORY     - 20180808 GOOD             MNDT
 DQ7883  HISTORY     - 20190311 GOOD             MNDT
 DQ7883  HISTORY     - 20200610 GOOD             MNDT
 DQ7883
 DQ7883                          STATION DESCRIPTION
 DQ7883
 DQ7883'DESCRIBED BY MN DEPT OF TRANSP 2017
 DQ7883'THE MARK IS LOCATED ABOUT 2.4 MI (3.9 KM) WEST-NORTHWEST OF GILMAN.
 DQ7883'
 DQ7883'TO REACH THE MARK GO 2.6 MI (4.2 KM) NORTH AND WEST ALONG TRUNK
 DQ7883'HIGHWAY 25 FROM THE JUNCTION OF TRUNK HIGHWAY 25 AND COUNTY ROAD 3 IN
 DQ7883'GILMAN, AT TRUNK HIGHWAY 25 MILE POINT 107.45.
 DQ7883'
 DQ7883'THE MARK IS LOCATED 61.2 FT (18.7 M) NORTH OF TRUNK HIGHWAY 25, 22.4
 DQ7883'FT (6.8 M) WEST OF A FIELD ENTRANCE, 1.5 FT (0.5 M) SOUTH OF A WITNESS
 DQ7883'POST.
 DQ7883'
 DQ7883'NOTE-THE STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM ROD
 DQ7883'DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION REMOVABLE DISK
 DQ7883'SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH PVC
 DQ7883'PIPE BACK FILLED WITH WASHED SAND.
 DQ7883
 DQ7883                          STATION RECOVERY (2018)
 DQ7883
 DQ7883'RECOVERY NOTE BY MN DEPT OF TRANSP 2018 (KMS)
 DQ7883'2.4 MI (3.9 KM) WEST-NORTHWEST OF GILMAN, 2.6 MI (4.2 KM) NORTH AND
 DQ7883'WEST ALONG TRUNK HIGHWAY 25 FROM THE JUNCTION OF TRUNK HIGHWAY 25 AND
 DQ7883'COUNTY ROAD 3 IN GILMAN, AT TRUNK HIGHWAY 25 MILE POINT 107.45, 61.2
 DQ7883'FT (18.7 M) NORTH OF TRUNK HIGHWAY 25, 22.4 FT (6.8 M) WEST OF A FIELD
 DQ7883'ENTRANCE, 1.5 FT (0.5 M) SOUTH OF A WITNESS POST.
 DQ7883
 DQ7883                          STATION RECOVERY (2019)
 DQ7883
 DQ7883'RECOVERY NOTE BY MN DEPT OF TRANSP 2019 (DXK)
 DQ7883'RECOVERED AS DESCRIBED.
 DQ7883
 DQ7883                          STATION RECOVERY (2020)
 DQ7883
 DQ7883'RECOVERY NOTE BY MN DEPT OF TRANSP 2020 (TJD)
 DQ7883'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DQ7885 ***********************************************************************
 DQ7885  DESIGNATION -  0508 W
 DQ7885  PID         -  DQ7885
 DQ7885  STATE/COUNTY-  MN/BENTON
 DQ7885  COUNTRY     -  US
 DQ7885  USGS QUAD   -  LITTLE ROCK (2019)
 DQ7885
 DQ7885                         *CURRENT SURVEY CONTROL
 DQ7885  ______________________________________________________________________
 DQ7885* NAD 83(2011) POSITION- 45 45 01.38465(N) 094 00 54.54877(W)   ADJUSTED
 DQ7885* NAD 83(2011) ELLIP HT-   335.148 (meters)        (03/30/20)   ADJUSTED
 DQ7885* NAD 83(2011) EPOCH   -  2010.00
 DQ7885* NAVD 88 ORTHO HEIGHT -   362.235 (meters)     1188.43  (feet) ADJUSTED
 DQ7885  ______________________________________________________________________
 DQ7885  GEOID HEIGHT    -        -27.091 (meters)                     GEOID18
 DQ7885  NAD 83(2011) X  -   -312,183.323 (meters)                     COMP
 DQ7885  NAD 83(2011) Y  - -4,447,526.611 (meters)                     COMP
 DQ7885  NAD 83(2011) Z  -  4,546,171.269 (meters)                     COMP
 DQ7885  LAPLACE CORR    -         -3.29  (seconds)                    DEFLEC18
 DQ7885  DYNAMIC HEIGHT  -        362.229 (meters)     1188.41  (feet) COMP
 DQ7885  MODELED GRAVITY -    980,589.1   (mgal)                       NAVD 88
 DQ7885
 DQ7885  VERT ORDER      -  SECOND    CLASS I
 DQ7885
 DQ7885  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DQ7885  Standards:
 DQ7885         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DQ7885            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DQ7885  -------------------------------------------------------------------
 DQ7885  NETWORK    0.73   1.10           0.34   0.24   0.56      0.06061669
 DQ7885  -------------------------------------------------------------------
 DQ7885  Click here for local accuracies and other accuracy information.
 DQ7885
 DQ7885.The horizontal coordinates were established by GPS observations
 DQ7885.and adjusted by the MN DEPT OF TRANSP in March 2020.
 DQ7885
 DQ7885.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DQ7885.been affixed to the stable North American tectonic plate. See 
 DQ7885.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DQ7885
 DQ7885.The horizontal coordinates are valid at the epoch date displayed above
 DQ7885.which is a decimal equivalence of Year/Month/Day.
 DQ7885
 DQ7885.The orthometric height was determined by differential leveling and
 DQ7885.adjusted by the NATIONAL GEODETIC SURVEY
 DQ7885.in May 2018.
 DQ7885
 DQ7885.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ7885.GEOID18 height accuracy estimate available here.
 DQ7885
 DQ7885.Click photographs - Photos may exist for this station.
 DQ7885
 DQ7885.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DQ7885
 DQ7885.The Laplace correction was computed from DEFLEC18 derived deflections.
 DQ7885
 DQ7885.The ellipsoidal height was determined by GPS observations
 DQ7885.and is referenced to NAD 83.
 DQ7885
 DQ7885.The dynamic height is computed by dividing the NAVD 88
 DQ7885.geopotential number by the normal gravity value computed on the
 DQ7885.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ7885.degrees latitude (g = 980.6199 gals.).
 DQ7885
 DQ7885.The modeled gravity was interpolated from observed gravity values.
 DQ7885
 DQ7885. The following values were computed from the NAD 83(2011) position.
 DQ7885
 DQ7885;                    North         East     Units Scale Factor Converg.
 DQ7885;SPC MN C     -   183,429.845   818,273.191   MT  0.99997371   +0 10 11.6
 DQ7885;SPC MN C     -   601,802.75  2,684,617.96   sFT  0.99997371   +0 10 11.6
 DQ7885;UTM  15      - 5,066,815.189   421,041.780   MT  0.99967665   -0 43 37.9
 DQ7885
 DQ7885!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DQ7885!SPC MN C     -   0.99994746  x   0.99997371  =   0.99992117
 DQ7885!UTM  15      -   0.99994746  x   0.99967665  =   0.99962413
 DQ7885
 DQ7885_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL2104166815(NAD 83)
 DQ7885
 DQ7885                          SUPERSEDED SURVEY CONTROL
 DQ7885
 DQ7885.No superseded survey control is available for this station.
 DQ7885
 DQ7885_MARKER: I = METAL ROD
 DQ7885_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DQ7885_STAMPING: 0508 W 2017
 DQ7885_MARK LOGO: MNDT
 DQ7885_PROJECTION: RECESSED 3 CENTIMETERS
 DQ7885_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DQ7885_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ7885_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ7885+SATELLITE: SATELLITE OBSERVATIONS - March 01, 2019
 DQ7885_ROD/PIPE-DEPTH: 5.2 meters
 DQ7885
 DQ7885  HISTORY     - Date     Condition        Report By
 DQ7885  HISTORY     - 20170523 MONUMENTED       MNDT
 DQ7885  HISTORY     - 20180809 GOOD             MNDT
 DQ7885  HISTORY     - 20190301 GOOD             MNDT
 DQ7885
 DQ7885                          STATION DESCRIPTION
 DQ7885
 DQ7885'DESCRIBED BY MN DEPT OF TRANSP 2017
 DQ7885'THE MARK IS LOCATED ABOUT 3.4 MI (5.5 KM) WEST-NORTHWEST OF GILMAN.
 DQ7885'
 DQ7885'TO REACH THE MARK GO 3.7 MI (6.0 KM) NORTH AND WEST ALONG TRUNK
 DQ7885'HIGHWAY 25 FROM THE JUNCTION OF TRUNK HIGHWAY 25 AND COUNTY ROAD 3 IN
 DQ7885'GILMAN, AT TRUNK HIGHWAY 25 MILE POINT 108.55.
 DQ7885'
 DQ7885'THE MARK IS LOCATED 45.8 FT (14.0 M) NORTH OF TRUNK HIGHWAY 25, 26.5
 DQ7885'FT (8.1 M) WEST OF A FIELD ENTRANCE, 1.5 FT (0.5 M) EAST OF A WITNESS
 DQ7885'POST.
 DQ7885'
 DQ7885'NOTE-THE STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM ROD
 DQ7885'DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION REMOVABLE DISK
 DQ7885'SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH PVC
 DQ7885'PIPE BACK FILLED WITH WASHED SAND.
 DQ7885
 DQ7885                          STATION RECOVERY (2018)
 DQ7885
 DQ7885'RECOVERY NOTE BY MN DEPT OF TRANSP 2018 (KMS)
 DQ7885'3.4 MI (5.5 KM) WEST-NORTHWEST OF GILMAN, 3.7 MI (6.0 KM) NORTH AND
 DQ7885'WEST ALONG TRUNK HIGHWAY 25 FROM THE JUNCTION OF TRUNK HIGHWAY 25 AND
 DQ7885'COUNTY ROAD 3 IN GILMAN, AT TRUNK HIGHWAY 25 MILE POINT 108.55, 45.8
 DQ7885'FT (14.0 M) NORTH OF TRUNK HIGHWAY 25, 26.5 FT (8.1 M) WEST OF A FIELD
 DQ7885'ENTRANCE, 1.5 FT (0.5 M) EAST OF A WITNESS POST.
 DQ7885
 DQ7885                          STATION RECOVERY (2019)
 DQ7885
 DQ7885'RECOVERY NOTE BY MN DEPT OF TRANSP 2019 (DXK)
 DQ7885'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DQ7888 ***********************************************************************
 DQ7888  DESIGNATION -  0508 X
 DQ7888  PID         -  DQ7888
 DQ7888  STATE/COUNTY-  MN/BENTON
 DQ7888  COUNTRY     -  US
 DQ7888  USGS QUAD   -  LITTLE ROCK (2019)
 DQ7888
 DQ7888                         *CURRENT SURVEY CONTROL
 DQ7888  ______________________________________________________________________
 DQ7888* NAD 83(2011) POSITION- 45 45 02.66212(N) 094 05 18.92495(W)   ADJUSTED
 DQ7888* NAD 83(2011) ELLIP HT-   319.579 (meters)        (03/30/20)   ADJUSTED
 DQ7888* NAD 83(2011) EPOCH   -  2010.00
 DQ7888* NAVD 88 ORTHO HEIGHT -   346.578 (meters)     1137.06  (feet) ADJUSTED
 DQ7888  ______________________________________________________________________
 DQ7888  GEOID HEIGHT    -        -26.992 (meters)                     GEOID18
 DQ7888  NAD 83(2011) X  -   -317,880.812 (meters)                     COMP
 DQ7888  NAD 83(2011) Y  - -4,447,083.805 (meters)                     COMP
 DQ7888  NAD 83(2011) Z  -  4,546,187.639 (meters)                     COMP
 DQ7888  LAPLACE CORR    -         -3.85  (seconds)                    DEFLEC18
 DQ7888  DYNAMIC HEIGHT  -        346.575 (meters)     1137.05  (feet) COMP
 DQ7888  MODELED GRAVITY -    980,596.1   (mgal)                       NAVD 88
 DQ7888
 DQ7888  VERT ORDER      -  SECOND    CLASS I
 DQ7888
 DQ7888  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DQ7888  Standards:
 DQ7888         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DQ7888            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DQ7888  -------------------------------------------------------------------
 DQ7888  NETWORK    0.67   1.02           0.31   0.22   0.52      0.08297359
 DQ7888  -------------------------------------------------------------------
 DQ7888  Click here for local accuracies and other accuracy information.
 DQ7888
 DQ7888.The horizontal coordinates were established by GPS observations
 DQ7888.and adjusted by the MN DEPT OF TRANSP in March 2020.
 DQ7888
 DQ7888.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DQ7888.been affixed to the stable North American tectonic plate. See 
 DQ7888.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DQ7888
 DQ7888.The horizontal coordinates are valid at the epoch date displayed above
 DQ7888.which is a decimal equivalence of Year/Month/Day.
 DQ7888
 DQ7888.The orthometric height was determined by differential leveling and
 DQ7888.adjusted by the NATIONAL GEODETIC SURVEY
 DQ7888.in May 2018.
 DQ7888
 DQ7888.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ7888.GEOID18 height accuracy estimate available here.
 DQ7888
 DQ7888.Click photographs - Photos may exist for this station.
 DQ7888
 DQ7888.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DQ7888
 DQ7888.The Laplace correction was computed from DEFLEC18 derived deflections.
 DQ7888
 DQ7888.The ellipsoidal height was determined by GPS observations
 DQ7888.and is referenced to NAD 83.
 DQ7888
 DQ7888.The dynamic height is computed by dividing the NAVD 88
 DQ7888.geopotential number by the normal gravity value computed on the
 DQ7888.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ7888.degrees latitude (g = 980.6199 gals.).
 DQ7888
 DQ7888.The modeled gravity was interpolated from observed gravity values.
 DQ7888
 DQ7888. The following values were computed from the NAD 83(2011) position.
 DQ7888
 DQ7888;                    North         East     Units Scale Factor Converg.
 DQ7888;SPC MN C     -   183,454.991   812,559.016   MT  0.99997365   +0 07 00.3
 DQ7888;SPC MN C     -   601,885.25  2,665,870.70   sFT  0.99997365   +0 07 00.3
 DQ7888;UTM  15      - 5,066,929.737   415,330.363   MT  0.99968813   -0 46 47.3
 DQ7888
 DQ7888!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DQ7888!SPC MN C     -   0.99994990  x   0.99997365  =   0.99992355
 DQ7888!UTM  15      -   0.99994990  x   0.99968813  =   0.99963805
 DQ7888
 DQ7888_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL1533066929(NAD 83)
 DQ7888
 DQ7888                          SUPERSEDED SURVEY CONTROL
 DQ7888
 DQ7888.No superseded survey control is available for this station.
 DQ7888
 DQ7888_MARKER: I = METAL ROD
 DQ7888_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DQ7888_STAMPING: 0508 X 2017
 DQ7888_MARK LOGO: MNDT
 DQ7888_PROJECTION: RECESSED 5 CENTIMETERS
 DQ7888_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DQ7888_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ7888_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ7888+SATELLITE: SATELLITE OBSERVATIONS - June 10, 2020
 DQ7888_ROD/PIPE-DEPTH: 5.8 meters
 DQ7888
 DQ7888  HISTORY     - Date     Condition        Report By
 DQ7888  HISTORY     - 20170523 MONUMENTED       MNDT
 DQ7888  HISTORY     - 20180809 GOOD             MNDT
 DQ7888  HISTORY     - 20190228 GOOD             MNDT
 DQ7888  HISTORY     - 20200610 GOOD             MNDT
 DQ7888
 DQ7888                          STATION DESCRIPTION
 DQ7888
 DQ7888'DESCRIBED BY MN DEPT OF TRANSP 2017
 DQ7888'THE MARK IS LOCATED ABOUT 6.8 MI (10.9 KM) WEST-NORTHWEST OF GILMAN.
 DQ7888'
 DQ7888'TO REACH THE MARK GO 7.25 MI (11.67 KM) NORTH AND WEST ALONG TRUNK
 DQ7888'HIGHWAY 25 FROM THE JUNCTION OF TRUNK HIGHWAY 25 AND COUNTY ROAD 3 IN
 DQ7888'GILMAN, AT TRUNK HIGHWAY 25 MILE POINT 112.1.
 DQ7888'
 DQ7888'THE MARK IS LOCATED 85.7 FT (26.1 M) SOUTHWEST OF TRUNK HIGHWAY 25,
 DQ7888'48.9 FT (14.9 M) SOUTHEAST OF COUNTY ROAD 2 (125TH STREET NORTHEAST),
 DQ7888'15.7 FT (4.8 M) SOUTH OF A POWER POLE, 1.5 FT (0.5 M) NORTHEAST OF A
 DQ7888'WITNESS POST.
 DQ7888'
 DQ7888'NOTE-THE STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM ROD
 DQ7888'DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION REMOVABLE DISK
 DQ7888'SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH PVC
 DQ7888'PIPE BACK FILLED WITH WASHED SAND.
 DQ7888
 DQ7888                          STATION RECOVERY (2018)
 DQ7888
 DQ7888'RECOVERY NOTE BY MN DEPT OF TRANSP 2018 (KMS)
 DQ7888'6.8 MI (10.9 KM) WEST-NORTHWEST OF GILMAN, 7.25 MI (11.67 KM) NORTH
 DQ7888'AND WEST ALONG TRUNK HIGHWAY 25 FROM THE JUNCTION OF TRUNK HIGHWAY 25
 DQ7888'AND COUNTY ROAD 3 IN GILMAN, AT TRUNK HIGHWAY 25 MILE POINT 112.1,
 DQ7888'85.7 FT (26.1 M) SOUTHWEST OF TRUNK HIGHWAY 25, 48.9 FT (14.9 M)
 DQ7888'SOUTHEAST OF COUNTY ROAD 2 (125TH STREET NORTHEAST), 15.7 FT (4.8 M)
 DQ7888'SOUTH OF A POWER POLE, 1.5 FT (0.5 M) NORTHEAST OF A WITNESS POST.
 DQ7888
 DQ7888                          STATION RECOVERY (2019)
 DQ7888
 DQ7888'RECOVERY NOTE BY MN DEPT OF TRANSP 2019 (MXM)
 DQ7888'RECOVERED AS DESCRIBED.
 DQ7888
 DQ7888                          STATION RECOVERY (2020)
 DQ7888
 DQ7888'RECOVERY NOTE BY MN DEPT OF TRANSP 2020 (TJD)
 DQ7888'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DQ7890 ***********************************************************************
 DQ7890  DESIGNATION -  0508 X 1
 DQ7890  PID         -  DQ7890
 DQ7890  STATE/COUNTY-  MN/BENTON
 DQ7890  COUNTRY     -  US
 DQ7890  USGS QUAD   -  RICE (2019)
 DQ7890
 DQ7890                         *CURRENT SURVEY CONTROL
 DQ7890  ______________________________________________________________________
 DQ7890* NAD 83(1986) POSITION- 45 45 00.63   (N) 094 09 50.64   (W)   HD_HELD1
 DQ7890* NAVD 88 ORTHO HEIGHT -   313.244 (meters)     1027.70  (feet) ADJUSTED
 DQ7890  ______________________________________________________________________
 DQ7890  GEOID HEIGHT    -        -26.899 (meters)                     GEOID18
 DQ7890  DYNAMIC HEIGHT  -        313.243 (meters)     1027.70  (feet) COMP
 DQ7890  MODELED GRAVITY -    980,602.6   (mgal)                       NAVD 88
 DQ7890
 DQ7890  VERT ORDER      -  SECOND    CLASS I
 DQ7890
 DQ7890.The horizontal coordinates were determined by differentially corrected
 DQ7890.hand held GPS observations or other comparable positioning techniques
 DQ7890.and have an estimated accuracy of +/- 3 meters.
 DQ7890
 DQ7890.The orthometric height was determined by differential leveling and
 DQ7890.adjusted by the NATIONAL GEODETIC SURVEY
 DQ7890.in May 2018.
 DQ7890
 DQ7890.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ7890.GEOID18 height accuracy estimate available here.
 DQ7890
 DQ7890.Click photographs - Photos may exist for this station.
 DQ7890
 DQ7890.The dynamic height is computed by dividing the NAVD 88
 DQ7890.geopotential number by the normal gravity value computed on the
 DQ7890.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ7890.degrees latitude (g = 980.6199 gals.).
 DQ7890
 DQ7890.The modeled gravity was interpolated from observed gravity values.
 DQ7890
 DQ7890;                    North         East    Units  Estimated Accuracy
 DQ7890;SPC MN C     -   183,383.1     806,686.4     MT  (+/- 3 meters HH1 GPS) 
 DQ7890
 DQ7890_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL0945866949(NAD 83)
 DQ7890
 DQ7890                          SUPERSEDED SURVEY CONTROL
 DQ7890
 DQ7890.No superseded survey control is available for this station.
 DQ7890
 DQ7890_MARKER: F = FLANGE-ENCASED ROD
 DQ7890_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DQ7890_STAMPING: 0508 X 1 2017
 DQ7890_MARK LOGO: MNDT
 DQ7890_PROJECTION: RECESSED 5 CENTIMETERS
 DQ7890_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DQ7890_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ7890_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ7890+SATELLITE: SATELLITE OBSERVATIONS - June 10, 2020
 DQ7890_ROD/PIPE-DEPTH: 29.0 meters
 DQ7890
 DQ7890  HISTORY     - Date     Condition        Report By
 DQ7890  HISTORY     - 20170530 MONUMENTED       MNDT
 DQ7890  HISTORY     - 20180809 GOOD             MNDT
 DQ7890  HISTORY     - 20200610 GOOD             MNDT
 DQ7890
 DQ7890                          STATION DESCRIPTION
 DQ7890
 DQ7890'DESCRIBED BY MN DEPT OF TRANSP 2017
 DQ7890'THE MARK IS LOCATED ABOUT 3.2 MI (5.1 KM) EAST OF RICE.
 DQ7890'
 DQ7890'TO REACH THE MARK GO 2.6 MI (4.2 KM) EAST AND SOUTH ALONG COUNTY ROAD
 DQ7890'2 FROM THE JUNCTION OF COUNTY ROAD 2 AND TRUNK HIGHWAY 10 IN RICE,
 DQ7890'38.7 FT (11.8 M) NORTH OF COUNTY ROAD 2.
 DQ7890'
 DQ7890'THE MARK IS LOCATED 38.5 FT (11.7 M) WEST OF NORTH FREEDOM ROAD
 DQ7890'EXTENDED, 2.6 FT (0.8 M) SOUTH OF A FENCE LINE, 2.6 FT (0.8 M) SOUTH
 DQ7890'OF A WITNESS POST.
 DQ7890'
 DQ7890'NOTE-THE STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM ROD
 DQ7890'DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION REMOVABLE DISK
 DQ7890'SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH PVC
 DQ7890'PIPE BACK FILLED WITH WASHED SAND.
 DQ7890
 DQ7890                          STATION RECOVERY (2018)
 DQ7890
 DQ7890'RECOVERY NOTE BY MN DEPT OF TRANSP 2018 (MAS)
 DQ7890'3.2 MI (5.1 KM) EAST OF RICE, 2.6 MI (4.2 KM) EAST AND SOUTH ALONG
 DQ7890'COUNTY ROAD 2 FROM THE JUNCTION OF COUNTY ROAD 2 AND TRUNK HIGHWAY 10
 DQ7890'IN RICE, 38.7 FT (11.8 M) NORTH OF COUNTY ROAD 2, 38.5 FT (11.7 M)
 DQ7890'WEST OF NORTH FREEDOM ROAD EXTENDED, 2.6 FT (0.8 M) SOUTH OF A FENCE
 DQ7890'LINE, 2.6 FT (0.8 M) SOUTH OF A WITNESS POST.
 DQ7890
 DQ7890                          STATION RECOVERY (2020)
 DQ7890
 DQ7890'RECOVERY NOTE BY MN DEPT OF TRANSP 2020 (TJD)
 DQ7890'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DQ7892 ***********************************************************************
 DQ7892  DESIGNATION -  0508 X 2
 DQ7892  PID         -  DQ7892
 DQ7892  STATE/COUNTY-  MN/BENTON
 DQ7892  COUNTRY     -  US
 DQ7892  USGS QUAD   -  RICE (2019)
 DQ7892
 DQ7892                         *CURRENT SURVEY CONTROL
 DQ7892  ______________________________________________________________________
 DQ7892* NAD 83(1986) POSITION- 45 45 00.50   (N) 094 11 52.89   (W)   HD_HELD1
 DQ7892* NAVD 88 ORTHO HEIGHT -   324.774 (meters)     1065.53  (feet) ADJUSTED
 DQ7892  ______________________________________________________________________
 DQ7892  GEOID HEIGHT    -        -26.864 (meters)                     GEOID18
 DQ7892  DYNAMIC HEIGHT  -        324.774 (meters)     1065.53  (feet) COMP
 DQ7892  MODELED GRAVITY -    980,605.0   (mgal)                       NAVD 88
 DQ7892
 DQ7892  VERT ORDER      -  SECOND    CLASS I
 DQ7892
 DQ7892.The horizontal coordinates were determined by differentially corrected
 DQ7892.hand held GPS observations or other comparable positioning techniques
 DQ7892.and have an estimated accuracy of +/- 3 meters.
 DQ7892
 DQ7892.The orthometric height was determined by differential leveling and
 DQ7892.adjusted by the NATIONAL GEODETIC SURVEY
 DQ7892.in May 2018.
 DQ7892
 DQ7892.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ7892.GEOID18 height accuracy estimate available here.
 DQ7892
 DQ7892.Click photographs - Photos may exist for this station.
 DQ7892
 DQ7892.The dynamic height is computed by dividing the NAVD 88
 DQ7892.geopotential number by the normal gravity value computed on the
 DQ7892.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ7892.degrees latitude (g = 980.6199 gals.).
 DQ7892
 DQ7892.The modeled gravity was interpolated from observed gravity values.
 DQ7892
 DQ7892;                    North         East    Units  Estimated Accuracy
 DQ7892;SPC MN C     -   183,376.8     804,044.1     MT  (+/- 3 meters HH1 GPS) 
 DQ7892
 DQ7892_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL0681766984(NAD 83)
 DQ7892
 DQ7892                          SUPERSEDED SURVEY CONTROL
 DQ7892
 DQ7892.No superseded survey control is available for this station.
 DQ7892
 DQ7892_MARKER: F = FLANGE-ENCASED ROD
 DQ7892_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DQ7892_STAMPING: 0508 X 2 2017
 DQ7892_MARK LOGO: MNDT
 DQ7892_PROJECTION: RECESSED 5 CENTIMETERS
 DQ7892_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DQ7892_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ7892_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ7892+SATELLITE: SATELLITE OBSERVATIONS - August 09, 2018
 DQ7892_ROD/PIPE-DEPTH: 21.9 meters
 DQ7892
 DQ7892  HISTORY     - Date     Condition        Report By
 DQ7892  HISTORY     - 20170523 MONUMENTED       MNDT
 DQ7892  HISTORY     - 20180809 GOOD             MNDT
 DQ7892
 DQ7892                          STATION DESCRIPTION
 DQ7892
 DQ7892'DESCRIBED BY MN DEPT OF TRANSP 2017
 DQ7892'THE MARK IS LOCATED ABOUT 1.6 MI (2.6 KM) EAST OF RICE.
 DQ7892'
 DQ7892'TO REACH THE MARK GO 1.0 MI (1.6 KM) EAST AND SOUTH ALONG COUNTY ROAD
 DQ7892'2 FROM THE JUNCTION OF COUNTY ROAD 2 AND TRUNK HIGHWAY 10 IN RICE.
 DQ7892'
 DQ7892'THE MARK IS LOCATED 27.9 FT (8.5 M) NORTH OF COUNTY ROAD 2, 13.6 FT
 DQ7892'(4.1 M) EAST OF 16TH AVENUE NORTHWEST EXTENDED, 1.5 FT (0.5 M) SOUTH
 DQ7892'OF A WITNESS POST.
 DQ7892'
 DQ7892'NOTE-THE STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM ROD
 DQ7892'DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION REMOVABLE DISK
 DQ7892'SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH PVC
 DQ7892'PIPE BACK FILLED WITH WASHED SAND.
 DQ7892
 DQ7892                          STATION RECOVERY (2018)
 DQ7892
 DQ7892'RECOVERY NOTE BY MN DEPT OF TRANSP 2018 (MAS)
 DQ7892'1.6 MI (2.6 KM) EAST OF RICE, 1.0 MI (1.6 KM) EAST AND SOUTH ALONG
 DQ7892'COUNTY ROAD 2 FROM THE JUNCTION OF COUNTY ROAD 2 AND TRUNK HIGHWAY 10
 DQ7892'IN RICE, 27.9 FT (8.5 M) NORTH OF COUNTY ROAD 2, 13.6 FT (4.1 M) EAST
 DQ7892'OF 16TH AVENUE NORTHWEST EXTENDED, 1.5 FT (0.5 M) SOUTH OF A WITNESS
 DQ7892'POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DQ7893 ***********************************************************************
 DQ7893  DESIGNATION -  0508 Y
 DQ7893  PID         -  DQ7893
 DQ7893  STATE/COUNTY-  MN/BENTON
 DQ7893  COUNTRY     -  US
 DQ7893  USGS QUAD   -  LITTLE ROCK (2019)
 DQ7893
 DQ7893                         *CURRENT SURVEY CONTROL
 DQ7893  ______________________________________________________________________
 DQ7893* NAD 83(2011) POSITION- 45 45 54.88534(N) 094 05 28.88406(W)   ADJUSTED
 DQ7893* NAD 83(2011) ELLIP HT-   325.880 (meters)        (03/30/20)   ADJUSTED
 DQ7893* NAD 83(2011) EPOCH   -  2010.00
 DQ7893* NAVD 88 ORTHO HEIGHT -   352.857 (meters)     1157.67  (feet) ADJUSTED
 DQ7893  ______________________________________________________________________
 DQ7893  GEOID HEIGHT    -        -26.976 (meters)                     GEOID18
 DQ7893  NAD 83(2011) X  -   -318,013.429 (meters)                     COMP
 DQ7893  NAD 83(2011) Y  - -4,445,920.641 (meters)                     COMP
 DQ7893  NAD 83(2011) Z  -  4,547,317.126 (meters)                     COMP
 DQ7893  LAPLACE CORR    -         -3.59  (seconds)                    DEFLEC18
 DQ7893  DYNAMIC HEIGHT  -        352.855 (meters)     1157.66  (feet) COMP
 DQ7893  MODELED GRAVITY -    980,597.4   (mgal)                       NAVD 88
 DQ7893
 DQ7893  VERT ORDER      -  SECOND    CLASS I
 DQ7893
 DQ7893  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DQ7893  Standards:
 DQ7893         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DQ7893            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DQ7893  -------------------------------------------------------------------
 DQ7893  NETWORK    0.67   1.00           0.31   0.22   0.51      0.08880427
 DQ7893  -------------------------------------------------------------------
 DQ7893  Click here for local accuracies and other accuracy information.
 DQ7893
 DQ7893.The horizontal coordinates were established by GPS observations
 DQ7893.and adjusted by the MN DEPT OF TRANSP in March 2020.
 DQ7893
 DQ7893.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DQ7893.been affixed to the stable North American tectonic plate. See 
 DQ7893.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DQ7893
 DQ7893.The horizontal coordinates are valid at the epoch date displayed above
 DQ7893.which is a decimal equivalence of Year/Month/Day.
 DQ7893
 DQ7893.The orthometric height was determined by differential leveling and
 DQ7893.adjusted by the NATIONAL GEODETIC SURVEY
 DQ7893.in May 2018.
 DQ7893
 DQ7893.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ7893.GEOID18 height accuracy estimate available here.
 DQ7893
 DQ7893.Click photographs - Photos may exist for this station.
 DQ7893
 DQ7893.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DQ7893
 DQ7893.The Laplace correction was computed from DEFLEC18 derived deflections.
 DQ7893
 DQ7893.The ellipsoidal height was determined by GPS observations
 DQ7893.and is referenced to NAD 83.
 DQ7893
 DQ7893.The dynamic height is computed by dividing the NAVD 88
 DQ7893.geopotential number by the normal gravity value computed on the
 DQ7893.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ7893.degrees latitude (g = 980.6199 gals.).
 DQ7893
 DQ7893.The modeled gravity was interpolated from observed gravity values.
 DQ7893
 DQ7893. The following values were computed from the NAD 83(2011) position.
 DQ7893
 DQ7893;                    North         East     Units Scale Factor Converg.
 DQ7893;SPC MN C     -   185,066.851   812,340.537   MT  0.99997112   +0 06 53.1
 DQ7893;SPC MN C     -   607,173.49  2,665,153.91   sFT  0.99997112   +0 06 53.1
 DQ7893;UTM  15      - 5,068,544.360   415,137.190   MT  0.99968854   -0 46 55.2
 DQ7893
 DQ7893!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DQ7893!SPC MN C     -   0.99994891  x   0.99997112  =   0.99992004
 DQ7893!UTM  15      -   0.99994891  x   0.99968854  =   0.99963747
 DQ7893
 DQ7893_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL1513768544(NAD 83)
 DQ7893
 DQ7893                          SUPERSEDED SURVEY CONTROL
 DQ7893
 DQ7893.No superseded survey control is available for this station.
 DQ7893
 DQ7893_MARKER: I = METAL ROD
 DQ7893_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DQ7893_STAMPING: 0508 Y 2017
 DQ7893_MARK LOGO: MNDT
 DQ7893_PROJECTION: RECESSED 5 CENTIMETERS
 DQ7893_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DQ7893_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ7893_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ7893+SATELLITE: SATELLITE OBSERVATIONS - February 25, 2019
 DQ7893_ROD/PIPE-DEPTH: 4.0 meters
 DQ7893
 DQ7893  HISTORY     - Date     Condition        Report By
 DQ7893  HISTORY     - 20170530 MONUMENTED       MNDT
 DQ7893  HISTORY     - 20180809 GOOD             MNDT
 DQ7893  HISTORY     - 20190225 GOOD             MNDT
 DQ7893
 DQ7893                          STATION DESCRIPTION
 DQ7893
 DQ7893'DESCRIBED BY MN DEPT OF TRANSP 2017
 DQ7893'THE MARK IS LOCATED ABOUT 7.2 MI (11.6 KM) WEST-NORTHWEST OF GILMAN.
 DQ7893'
 DQ7893'TO REACH THE MARK GO 8.25 MI (13.27 KM) NORTH AND WEST ALONG TRUNK
 DQ7893'HIGHWAY 25 FROM THE JUNCTION OF TRUNK HIGHWAY 25 AND COUNTY ROAD 3 IN
 DQ7893'GILMAN, AT TRUNK HIGHWAY 25 MILE POINT 113.1.
 DQ7893'
 DQ7893'THE MARK IS LOCATED 53.1 FT (16.2 M) WEST OF TRUNK HIGHWAY 25, 40.7 FT
 DQ7893'(12.4 M) NORTH OF COUNTY ROAD 42 (135TH STREET NORTHEAST), 16.8 FT
 DQ7893'(5.1 M) EAST OF A CABLE BOX, 1.5 FT (0.5 M) EAST OF A WITNESS POST.
 DQ7893'
 DQ7893'NOTE-THE STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM ROD
 DQ7893'DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION REMOVABLE DISK
 DQ7893'SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH PVC
 DQ7893'PIPE BACK FILLED WITH WASHED SAND.
 DQ7893
 DQ7893                          STATION RECOVERY (2018)
 DQ7893
 DQ7893'RECOVERY NOTE BY MN DEPT OF TRANSP 2018 (KMS)
 DQ7893'7.2 MI (11.6 KM) WEST-NORTHWEST OF GILMAN, 8.25 MI (13.27 KM) NORTH
 DQ7893'AND WEST ALONG TRUNK HIGHWAY 25 FROM THE JUNCTION OF TRUNK HIGHWAY 25
 DQ7893'AND COUNTY ROAD 3 IN GILMAN, AT TRUNK HIGHWAY 25 MILE POINT 113.1,
 DQ7893'53.1 FT (16.2 M) WEST OF TRUNK HIGHWAY 25, 40.7 FT (12.4 M) NORTH OF
 DQ7893'COUNTY ROAD 42 (135TH STREET NORTHEAST), 16.8 FT (5.1 M) EAST OF A
 DQ7893'CABLE BOX, 1.5 FT (0.5 M) EAST OF A WITNESS POST.
 DQ7893
 DQ7893                          STATION RECOVERY (2019)
 DQ7893
 DQ7893'RECOVERY NOTE BY MN DEPT OF TRANSP 2019 (CXW)
 DQ7893'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DQ7899 ***********************************************************************
 DQ7899  DESIGNATION -  0508 Z
 DQ7899  PID         -  DQ7899
 DQ7899  STATE/COUNTY-  MN/BENTON
 DQ7899  COUNTRY     -  US
 DQ7899  USGS QUAD   -  LITTLE ROCK (2019)
 DQ7899
 DQ7899                         *CURRENT SURVEY CONTROL
 DQ7899  ______________________________________________________________________
 DQ7899* NAD 83(2011) POSITION- 45 48 38.95419(N) 094 05 36.93323(W)   ADJUSTED
 DQ7899* NAD 83(2011) ELLIP HT-   342.335 (meters)        (03/30/20)   ADJUSTED
 DQ7899* NAD 83(2011) EPOCH   -  2010.00
 DQ7899* NAVD 88 ORTHO HEIGHT -   369.262 (meters)     1211.49  (feet) ADJUSTED
 DQ7899  ______________________________________________________________________
 DQ7899  GEOID HEIGHT    -        -26.935 (meters)                     GEOID18
 DQ7899  NAD 83(2011) X  -   -317,928.544 (meters)                     COMP
 DQ7899  NAD 83(2011) Y  - -4,442,297.975 (meters)                     COMP
 DQ7899  NAD 83(2011) Z  -  4,550,861.352 (meters)                     COMP
 DQ7899  LAPLACE CORR    -         -2.82  (seconds)                    DEFLEC18
 DQ7899  DYNAMIC HEIGHT  -        369.261 (meters)     1211.48  (feet) COMP
 DQ7899  MODELED GRAVITY -    980,601.3   (mgal)                       NAVD 88
 DQ7899
 DQ7899  VERT ORDER      -  SECOND    CLASS I
 DQ7899
 DQ7899  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DQ7899  Standards:
 DQ7899         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DQ7899            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DQ7899  -------------------------------------------------------------------
 DQ7899  NETWORK    0.67   1.00           0.31   0.22   0.51      0.08311076
 DQ7899  -------------------------------------------------------------------
 DQ7899  Click here for local accuracies and other accuracy information.
 DQ7899
 DQ7899.The horizontal coordinates were established by GPS observations
 DQ7899.and adjusted by the MN DEPT OF TRANSP in March 2020.
 DQ7899
 DQ7899.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DQ7899.been affixed to the stable North American tectonic plate. See 
 DQ7899.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DQ7899
 DQ7899.The horizontal coordinates are valid at the epoch date displayed above
 DQ7899.which is a decimal equivalence of Year/Month/Day.
 DQ7899
 DQ7899.The orthometric height was determined by differential leveling and
 DQ7899.adjusted by the NATIONAL GEODETIC SURVEY
 DQ7899.in May 2018.
 DQ7899
 DQ7899.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ7899.GEOID18 height accuracy estimate available here.
 DQ7899
 DQ7899.Click photographs - Photos may exist for this station.
 DQ7899
 DQ7899.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DQ7899
 DQ7899.The Laplace correction was computed from DEFLEC18 derived deflections.
 DQ7899
 DQ7899.The ellipsoidal height was determined by GPS observations
 DQ7899.and is referenced to NAD 83.
 DQ7899
 DQ7899.The dynamic height is computed by dividing the NAVD 88
 DQ7899.geopotential number by the normal gravity value computed on the
 DQ7899.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ7899.degrees latitude (g = 980.6199 gals.).
 DQ7899
 DQ7899.The modeled gravity was interpolated from observed gravity values.
 DQ7899
 DQ7899. The following values were computed from the NAD 83(2011) position.
 DQ7899
 DQ7899;                    North         East     Units Scale Factor Converg.
 DQ7899;SPC MN C     -   190,131.826   812,156.610   MT  0.99996359   +0 06 47.3
 DQ7899;SPC MN C     -   623,790.83  2,664,550.48   sFT  0.99996359   +0 06 47.3
 DQ7899;UTM  15      - 5,073,610.182   415,032.611   MT  0.99968875   -0 47 03.1
 DQ7899
 DQ7899!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DQ7899!SPC MN C     -   0.99994633  x   0.99996359  =   0.99990993
 DQ7899!UTM  15      -   0.99994633  x   0.99968875  =   0.99963510
 DQ7899
 DQ7899_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL1503273610(NAD 83)
 DQ7899
 DQ7899                          SUPERSEDED SURVEY CONTROL
 DQ7899
 DQ7899.No superseded survey control is available for this station.
 DQ7899
 DQ7899_MARKER: I = METAL ROD
 DQ7899_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DQ7899_STAMPING: 0508 Z 2017
 DQ7899_MARK LOGO: MNDT
 DQ7899_PROJECTION: RECESSED 5 CENTIMETERS
 DQ7899_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DQ7899_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ7899_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ7899+SATELLITE: SATELLITE OBSERVATIONS - February 25, 2019
 DQ7899_ROD/PIPE-DEPTH: 13.0 meters
 DQ7899
 DQ7899  HISTORY     - Date     Condition        Report By
 DQ7899  HISTORY     - 20170605 MONUMENTED       MNDT
 DQ7899  HISTORY     - 20180809 GOOD             MNDT
 DQ7899  HISTORY     - 20190225 GOOD             MNDT
 DQ7899
 DQ7899                          STATION DESCRIPTION
 DQ7899
 DQ7899'DESCRIBED BY MN DEPT OF TRANSP 2017
 DQ7899'THE MARK IS LOCATED ABOUT 8.6 MI (13.8 KM) NORTHWEST OF GILMAN.
 DQ7899'
 DQ7899'TO REACH THE MARK GO 11.35 MI (18.26 KM) NORTH AND WEST ALONG TRUNK
 DQ7899'HIGHWAY 25 FROM THE JUNCTION OF TRUNK HIGHWAY 25 AND COUNTY ROAD 3 IN
 DQ7899'GILMAN, AT TRUNK HIGHWAY 25 MILE POINT 116.25.
 DQ7899'
 DQ7899'THE MARK IS LOCATED 54.2 FT (16.5 M) EAST OF TRUNK HIGHWAY 25, 1.5 FT
 DQ7899'(0.5 M) WEST OF A WITNESS POST.
 DQ7899'
 DQ7899'NOTE-THE STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM ROD
 DQ7899'DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION REMOVABLE DISK
 DQ7899'SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH PVC
 DQ7899'PIPE BACK FILLED WITH WASHED SAND.
 DQ7899
 DQ7899                          STATION RECOVERY (2018)
 DQ7899
 DQ7899'RECOVERY NOTE BY MN DEPT OF TRANSP 2018 (KMS)
 DQ7899'8.6 MI (13.8 KM) NORTHWEST OF GILMAN, 11.35 MI (18.26 KM) NORTH AND
 DQ7899'WEST ALONG TRUNK HIGHWAY 25 FROM THE JUNCTION OF TRUNK HIGHWAY 25 AND
 DQ7899'COUNTY ROAD 3 IN GILMAN, AT TRUNK HIGHWAY 25 MILE POINT 116.25, 54.2
 DQ7899'FT (16.5 M) EAST OF TRUNK HIGHWAY 25, 1.5 FT (0.5 M) WEST OF A WITNESS
 DQ7899'POST.
 DQ7899
 DQ7899                          STATION RECOVERY (2019)
 DQ7899
 DQ7899'RECOVERY NOTE BY MN DEPT OF TRANSP 2019 (MXM)
 DQ7899'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 QP0214 ***********************************************************************
 QP0214  DESIGNATION -  0509 A
 QP0214  PID         -  QP0214
 QP0214  STATE/COUNTY-  MN/BENTON
 QP0214  COUNTRY     -  US
 QP0214  USGS QUAD   -  SAINT CLOUD (2019)
 QP0214
 QP0214                         *CURRENT SURVEY CONTROL
 QP0214  ______________________________________________________________________
 QP0214* NAD 83(1986) POSITION- 45 36 01.83   (N) 094 11 08.20   (W)   HD_HELD1
 QP0214* NAVD 88 ORTHO HEIGHT -   307.374 (meters)     1008.44  (feet) ADJUSTED
 QP0214  ______________________________________________________________________
 QP0214  GEOID HEIGHT    -        -27.003 (meters)                     GEOID18
 QP0214  DYNAMIC HEIGHT  -        307.369 (meters)     1008.43  (feet) COMP
 QP0214  MODELED GRAVITY -    980,589.5   (mgal)                       NAVD 88
 QP0214
 QP0214  VERT ORDER      -  SECOND    CLASS 0
 QP0214
 QP0214.The horizontal coordinates were determined by differentially corrected
 QP0214.hand held GPS observations or other comparable positioning techniques
 QP0214.and have an estimated accuracy of +/- 3 meters.
 QP0214
 QP0214.The orthometric height was determined by differential leveling and
 QP0214.adjusted by the NATIONAL GEODETIC SURVEY
 QP0214.in June 1991.
 QP0214
 QP0214.Significant digits in the geoid height do not necessarily reflect accuracy.
 QP0214.GEOID18 height accuracy estimate available here.
 QP0214
 QP0214.Click photographs - Photos may exist for this station.
 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     -   166,747.0     805,023.6     MT  (+/- 3 meters HH1 GPS) 
 QP0214
 QP0214_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL0753750346(NAD 83)
 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
 QP0214.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QP0214.See file dsdata.pdf to determine how the superseded data were derived.
 QP0214
 QP0214_MARKER: DV = VERTICAL CONTROL DISK
 QP0214_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 QP0214_STAMPING: 0509 A 1974
 QP0214_MARK LOGO: MNHD
 QP0214_PROJECTION: PROJECTING 10 CENTIMETERS
 QP0214_MAGNETIC: I = MARKER IS A STEEL ROD
 QP0214_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QP0214_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 QP0214+SATELLITE: SATELLITE OBSERVATIONS - August 21, 2018
 QP0214
 QP0214  HISTORY     - Date     Condition        Report By
 QP0214  HISTORY     - 1974     MONUMENTED       MNDT
 QP0214  HISTORY     - 20170510 GOOD             MNDT
 QP0214  HISTORY     - 20180821 GOOD             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.
 QP0214
 QP0214                          STATION RECOVERY (2017)
 QP0214
 QP0214'RECOVERY NOTE BY MN DEPT OF TRANSP 2017 (KMS)
 QP0214'IN SAUK RAPIDS, 0.45 MI (0.72 KM) SOUTHEAST ALONG COUNTY ROAD 33
 QP0214'(BENTON DRIVE WEST) FROM THE JUNCTION OF COUNTY ROAD 33 (BENTON ROAD
 QP0214'WEST) AND TRUNK HIGHWAY 15 IN SAUK RAPIDS, THEN 0.05 MI (0.08 KM)
 QP0214'SOUTHWEST ON 10TH STREET NORTH, THEN 0.4 MI (0.6 KM) NORTHWEST ON
 QP0214'RIVER AVENUE NORTH, 16.0 FT (4.9 M) NORTHEAST OF RIVER AVENUE NORTH,
 QP0214'1.0 FT (0.3 M) SOUTHWEST OF A WITNESS POST.
 QP0214
 QP0214                          STATION RECOVERY (2018)
 QP0214
 QP0214'RECOVERY NOTE BY MN DEPT OF TRANSP 2018 (MAS)
 QP0214'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 QP0215 ***********************************************************************
 QP0215  DESIGNATION -  0509 B
 QP0215  PID         -  QP0215
 QP0215  STATE/COUNTY-  MN/BENTON
 QP0215  COUNTRY     -  US
 QP0215  USGS QUAD   -  SAINT CLOUD (2019)
 QP0215
 QP0215                         *CURRENT SURVEY CONTROL
 QP0215  ______________________________________________________________________
 QP0215* NAD 83(2011) POSITION- 45 36 22.29421(N) 094 10 55.65735(W)   ADJUSTED
 QP0215* NAD 83(2011) ELLIP HT-   299.807 (meters)        (06/27/12)   ADJUSTED
 QP0215* NAD 83(2011) EPOCH   -  2010.00
 QP0215* NAVD 88 ORTHO HEIGHT -   326.800 (meters)     1072.18  (feet) ADJUSTED
 QP0215  ______________________________________________________________________
 QP0215  GEOID HEIGHT    -        -27.001 (meters)                     GEOID18
 QP0215  NAD 83(2011) X  -   -325,977.606 (meters)                     COMP
 QP0215  NAD 83(2011) Y  - -4,458,008.948 (meters)                     COMP
 QP0215  NAD 83(2011) Z  -  4,534,948.141 (meters)                     COMP
 QP0215  LAPLACE CORR    -         -3.06  (seconds)                    DEFLEC18
 QP0215  DYNAMIC HEIGHT  -        326.795 (meters)     1072.16  (feet) COMP
 QP0215  MODELED GRAVITY -    980,590.1   (mgal)                       NAVD 88
 QP0215
 QP0215  VERT ORDER      -  SECOND    CLASS I
 QP0215
 QP0215  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 QP0215  Standards:
 QP0215         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 QP0215            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 QP0215  -------------------------------------------------------------------
 QP0215  NETWORK    0.28   0.35           0.13   0.09   0.18      0.01395081
 QP0215  -------------------------------------------------------------------
 QP0215  Click here for local accuracies and other accuracy information.
 QP0215
 QP0215.The horizontal coordinates were established by GPS observations
 QP0215.and adjusted by the National Geodetic Survey in June 2012.
 QP0215
 QP0215.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 QP0215.been affixed to the stable North American tectonic plate. See 
 QP0215.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 QP0215
 QP0215.The horizontal coordinates are valid at the epoch date displayed above
 QP0215.which is a decimal equivalence of Year/Month/Day.
 QP0215
 QP0215.The orthometric height was determined by differential leveling and
 QP0215.adjusted by the NATIONAL GEODETIC SURVEY
 QP0215.in May 2007.
 QP0215
 QP0215.Significant digits in the geoid height do not necessarily reflect accuracy.
 QP0215.GEOID18 height accuracy estimate available here.
 QP0215
 QP0215.Click photographs - Photos may exist for this station.
 QP0215
 QP0215.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 QP0215
 QP0215.The Laplace correction was computed from DEFLEC18 derived deflections.
 QP0215
 QP0215.The ellipsoidal height was determined by GPS observations
 QP0215.and is referenced to NAD 83.
 QP0215
 QP0215.The dynamic height is computed by dividing the NAVD 88
 QP0215.geopotential number by the normal gravity value computed on the
 QP0215.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QP0215.degrees latitude (g = 980.6199 gals.).
 QP0215
 QP0215.The modeled gravity was interpolated from observed gravity values.
 QP0215
 QP0215. The following values were computed from the NAD 83(2011) position.
 QP0215
 QP0215;                    North         East     Units Scale Factor Converg.
 QP0215;SPC MN C     -   167,379.023   805,294.849   MT  1.00000229   +0 02 56.8
 QP0215;SPC MN C     -   549,142.68  2,642,038.18   sFT  1.00000229   +0 02 56.8
 QP0215;UTM  15      - 5,050,973.877   407,818.097   MT  0.99970447   -0 50 41.1
 QP0215
 QP0215!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QP0215!SPC MN C     -   0.99995300  x   1.00000229  =   0.99995529
 QP0215!UTM  15      -   0.99995300  x   0.99970447  =   0.99965748
 QP0215
 QP0215_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL0781850973(NAD 83)
 QP0215
 QP0215                          SUPERSEDED SURVEY CONTROL
 QP0215
 QP0215  NAD 83(2007)-  45 36 22.29437(N)    094 10 55.65795(W) AD(2002.00) 0
 QP0215  ELLIP H (02/10/07)  299.838  (m)                       GP(2002.00)    
 QP0215  NAD 83(1996)-  45 36 22.29400(N)    094 10 55.65789(W) AD(       ) 1
 QP0215  ELLIP H (07/14/03)  299.869  (m)                       GP(       ) 3 2
 QP0215  NAD 83(1996)-  45 36 22.29371(N)    094 10 55.65764(W) AD(       ) 2
 QP0215  NAD 83(1986)-  45 36 22.29075(N)    094 10 55.65327(W) AD(       ) 2
 QP0215  NAD 27      -  45 36 22.41811(N)    094 10 54.68068(W) AD(       ) 2
 QP0215  NAVD 88             326.81   (m)         1072.2    (f) LEVELING    3  
 QP0215  NAVD 88 (06/15/91)  326.811  (m)         1072.21   (f) SUPERSEDED  2 0
 QP0215  NGVD 29 (??/??/92)  326.693  (m)         1071.83   (f) ADJ UNCH    2 0
 QP0215  NGVD 29             326.69   (m)         1071.8    (f) LEVELING    3  
 QP0215
 QP0215.Superseded values are not recommended for survey control.
 QP0215
 QP0215.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QP0215.See file dsdata.pdf to determine how the superseded data were derived.
 QP0215
 QP0215_MARKER: DB = BENCH MARK DISK
 QP0215_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 QP0215_STAMPING: 0509 B 1974
 QP0215_MARK LOGO: MNHD
 QP0215_PROJECTION: FLUSH
 QP0215_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 QP0215_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QP0215_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QP0215+SATELLITE: SATELLITE OBSERVATIONS - August 21, 2018
 QP0215
 QP0215  HISTORY     - Date     Condition        Report By
 QP0215  HISTORY     - 1974     MONUMENTED       MNHD
 QP0215  HISTORY     - 1974     GOOD             NGS
 QP0215  HISTORY     - 19960501 GOOD             MNDT
 QP0215  HISTORY     - 20001012 GOOD             MNDT
 QP0215  HISTORY     - 20050420 GOOD             MNDT
 QP0215  HISTORY     - 20170412 GOOD             MNDT
 QP0215  HISTORY     - 20180821 GOOD             MNDT
 QP0215
 QP0215                          STATION DESCRIPTION
 QP0215
 QP0215'DESCRIBED BY MN HIGHWAY DEPT 1974 (DKH)
 QP0215'THE STATION IS LOCATED ABOUT 1/2 MILE NORTHWEST OF THE TOWN OF SAUK
 QP0215'RAPIDS OR 0.6 MILE NORTH OF THE MISSISSIPPI RIVER, IN THE SE 1/4 OF
 QP0215'SECTION 15, T36N, R31W, ON THE EAST RIGHT-OF-WAY OF TRUNK HIGHWAY 15.
 QP0215'
 QP0215'TO REACH THE STATION FROM THE JUNCTION OF TRUNK HIGHWAY 15 AND COUNTY
 QP0215'ROAD 33 (OLD TRUNK HIGHWAY 10), IN SAUK RAPIDS, GO NORTH ON TRUNK
 QP0215'HIGHWAY 15 FOR 0.5 MILE TO THE STATION ON THE RIGHT.
 QP0215'
 QP0215'THE STATION MARK, A STANDARD MNDT BENCH MARK DISK
 QP0215'STAMPED---0509B 1974---, IS SET IN THE TOP OF A 5 INCH SQUARE PRECAST
 QP0215'CONCRETE POST THAT PROJECTS 0.2 FOOT ABOVE THE SURFACE OF THE GROUND.
 QP0215'THE MARK IS 88.3 FEET EAST OF THE CENTERLINE OF THE NORTHBOUND LANE OF
 QP0215'TRUNK HIGHWAY 15, 10.6 FEET WEST OF THE RIGHT-OF-WAY FENCE, 107 FEET
 QP0215'SOUTHEAST OF THE EAST END OF A 36 INCH DIAMETER CONCRETE CULVERT, 48.5
 QP0215'FEET NORTH OF A CONTROLLED ACCESS SIGNPOST, AND 0.6 FOOT WEST OF A
 QP0215'STEEL WITNESS POST.  NO UNDERGROUND MARK WAS SET FOR THIS STATION.
 QP0215'
 QP0215'THIS STATION WAS USED AS AN AZIMUTH MARK FOR STATION SAUK MNDT.
 QP0215
 QP0215                          STATION RECOVERY (1974)
 QP0215
 QP0215'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974
 QP0215'1.0 MI NW FROM SAUK RAPIDS.
 QP0215'THE MARK IS LOCATED ABOUT 1.0 MILE SOUTHWEST ALONG T.H. 152 FROM THE
 QP0215'JUNCTION OF T.H. 152 AND T.H. 10 NORTH OF SAUK RAPIDS, ABOUT 0.5 MILES
 QP0215'NORTHEAST ALONG T.H. 152 FROM THE JUNCTION OF COUNTY ROAD 33 (OLD T.H.
 QP0215'10) AND T.H. 152, ABOUT 0.6 MILES NORTHEAST OF THE MISSISSIPPI RIVER.
 QP0215'IT IS 88.3 FEET EAST OF THE CENTERLINE OF T.H. 52 NORTHBOUND (STATION
 QP0215'1316), 107 FEET SOUTHEAST OF THE EAST END OF A 36 INCH CONCRETE
 QP0215'CULVERT UNDER THE NORTHBOUND LANE, 48.5 FEET NORTH OF A RIGHT OF WAY
 QP0215'POST WITH A CONTROLLED ACCESS SIGN, AND 10.6 FEET WEST OF THE EAST
 QP0215'RIGHT OF WAY FENCE.  IT IS 0.6 FEET WEST OF A STEEL WITNESS POST,
 QP0215'ABOUT 2 FEET LOWER THAN THE HIGHWAY AND PROJECTS 2 INCHES. THE
 QP0215'REINFORCED CONCRETE POST IS MAGNETIC.  SE 1/4 SECTION 15, T 36N, R
 QP0215'31W.
 QP0215
 QP0215                          STATION RECOVERY (1996)
 QP0215
 QP0215'RECOVERY NOTE BY MN DEPT OF TRANSP 1996 (DKH)
 QP0215'THE MARK WAS RECOVERED 0.3 MI (0.5 KM) NORTH ALONG TH 15 FROM THE JCT
 QP0215'OF CO RD 33 IN SAUK RAPIDS AND AS PREVIOUSLY DESCRIBED.
 QP0215
 QP0215                          STATION RECOVERY (2000)
 QP0215
 QP0215'RECOVERY NOTE BY MN DEPT OF TRANSP 2000 (DKH)
 QP0215'0.3 MI (0.5 KM) NORTH ALONG TH 15 FROM JCT OF CO RD 33 IN SAUK RAPIDS,
 QP0215'88.3 FT (26.9 M) EAST OF NB TH 15, 10.6 FT (3.2 M) WEST OF FENCE, 107
 QP0215'FT (32.6 M) SE OF EAST END OF 36 INCH CONC CULVERT, 48.5 FT (14.8 M)
 QP0215'NORTH OF CONTROLLED ACCESS SIGN POST, 0.6 FT (18.3 CM) WEST OF WIT
 QP0215'POST.
 QP0215
 QP0215                          STATION RECOVERY (2005)
 QP0215
 QP0215'RECOVERY NOTE BY MN DEPT OF TRANSP 2005 (MPP)
 QP0215'0.5 MILE NORTHWEST OF SAUK RAPIDS, 0.6 MILE NORTH OF MISSISSIPPI
 QP0215'RIVER, 0.3 MILE NORTH  ALONG TRUNK HIGHWAY 15 FROM JUNCTION OF TRUNK
 QP0215'HIGH WAY 15 AND COUNTY ROAD 33 IN SAUK  RAPIDS, 88.3 FEET EAST OF
 QP0215'NORTHBOUND TRUNK HIGHWAY 15 AT MILEPOINT 154.65, 10.6 FEET  WEST OF
 QP0215'FENCE, 107 FEET SOUTHEAST OF EAST END OF CULVERT, 48 .5 FEET NORTH OF
 QP0215'CONTROLLED ACCESS SIGN POST, 0.6 FOOT WEST OF WITNESS  POST.  DISK IS
 QP0215'FLUSH.
 QP0215
 QP0215                          STATION RECOVERY (2017)
 QP0215
 QP0215'RECOVERY NOTE BY MN DEPT OF TRANSP 2017 (KMS)
 QP0215'RECOVERED AS DESCRIBED.
 QP0215
 QP0215                          STATION RECOVERY (2018)
 QP0215
 QP0215'RECOVERY NOTE BY MN DEPT OF TRANSP 2018 (MAS)
 QP0215'IN SAUK RAPIDS, 3.85 MI (6.19 KM) NORTH ALONG TRUNK HIGHWAY 15 FROM
 QP0215'THE NORTH JUNCTION OF TRUNK HIGHWAY 15 AND COUNTY ROAD 23 IN ST.
 QP0215'CLOUD, AT TRUNK HIGHWAY 15 MILE POINT 154.65, 88.3 FT (26.9 M) EAST OF
 QP0215'NORTHBOUND TRUNK HIGHWAY 15, 107.0 FT (32.6 M) SOUTHEAST OF THE EAST
 QP0215'END OF A 36 INCH DIAMETER CONCRETE CULVERT, 48.5 FT (14.8 M) NORTH OF
 QP0215'A CONTROLLED ACCESS SIGN POST, 10.6 FT (3.2 M) WEST OF A RIGHT-OF-WAY
 QP0215'FENCE, 0.6 FT (18 CM) WEST OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 QP0216 ***********************************************************************
 QP0216  DESIGNATION -  0509 C
 QP0216  PID         -  QP0216
 QP0216  STATE/COUNTY-  MN/BENTON
 QP0216  COUNTRY     -  US
 QP0216  USGS QUAD   -  SAINT CLOUD (2019)
 QP0216
 QP0216                         *CURRENT SURVEY CONTROL
 QP0216  ______________________________________________________________________
 QP0216* NAD 83(1986) POSITION- 45 36 50.39   (N) 094 10 34.26   (W)   HD_HELD1
 QP0216* NAVD 88 ORTHO HEIGHT -   331.812 (meters)     1088.62  (feet) ADJUSTED
 QP0216  ______________________________________________________________________
 QP0216  GEOID HEIGHT    -        -26.999 (meters)                     GEOID18
 QP0216  DYNAMIC HEIGHT  -        331.807 (meters)     1088.60  (feet) COMP
 QP0216  MODELED GRAVITY -    980,590.8   (mgal)                       NAVD 88
 QP0216
 QP0216  VERT ORDER      -  SECOND    CLASS I
 QP0216
 QP0216.The horizontal coordinates were determined by differentially corrected
 QP0216.hand held GPS observations or other comparable positioning techniques
 QP0216.and have an estimated accuracy of +/- 3 meters.
 QP0216
 QP0216.The orthometric height was determined by differential leveling and
 QP0216.adjusted by the NATIONAL GEODETIC SURVEY
 QP0216.in May 2018.
 QP0216
 QP0216.Significant digits in the geoid height do not necessarily reflect accuracy.
 QP0216.GEOID18 height accuracy estimate available here.
 QP0216
 QP0216.Click photographs - Photos may exist for this station.
 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     -   168,246.8     805,757.7     MT  (+/- 3 meters HH1 GPS) 
 QP0216
 QP0216_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL0829451834(NAD 83)
 QP0216
 QP0216                          SUPERSEDED SURVEY CONTROL
 QP0216
 QP0216  NAVD 88 (06/15/91)  331.819  (m)         1088.64   (f) SUPERSEDED  2 0
 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
 QP0216.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QP0216.See file dsdata.pdf to determine how the superseded data were derived.
 QP0216
 QP0216_MARKER: DB = BENCH MARK DISK
 QP0216_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 QP0216_STAMPING: 0509 C 1974
 QP0216_MARK LOGO: MNHD
 QP0216_PROJECTION: PROJECTING 8 CENTIMETERS
 QP0216_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 QP0216_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QP0216_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 QP0216+SATELLITE: SATELLITE OBSERVATIONS - August 21, 2018
 QP0216
 QP0216  HISTORY     - Date     Condition        Report By
 QP0216  HISTORY     - 19740401 MONUMENTED       MNHD
 QP0216  HISTORY     - 20170412 GOOD             MNDT
 QP0216  HISTORY     - 20180821 GOOD             MNDT
 QP0216
 QP0216                          STATION DESCRIPTION
 QP0216
 QP0216'DESCRIBED BY MN HIGHWAY DEPT 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.
 QP0216
 QP0216                          STATION RECOVERY (2017)
 QP0216
 QP0216'RECOVERY NOTE BY MN DEPT OF TRANSP 2017 (KMS)
 QP0216'THE MARK IS LOCATED ABOUT IN SAUK RAPIDS.
 QP0216'
 QP0216'TO REACH THE MARK GO 4.45 MI (7.16 KM) NORTHEAST ALONG TRUNK HIGHWAY
 QP0216'15 FROM THE JUNCTION OF TRUNK HIGHWAY 15 AND TRUNK HIGHWAY 23 IN ST.
 QP0216'CLOUD, AT TRUNK HIGHWAY MILE POINT 155.25.
 QP0216'
 QP0216'THE MARK IS LOCATED 96.0 FT (29.3 M) EAST OF NORTHBOUND TRUNK HIGHWAY
 QP0216'15, 1.5 FT (0.5 M) EAST OF A RIGHT-OF-WAY POST, 1.0 FT (0.3 M) WEST OF
 QP0216'A WITNESS POST.
 QP0216
 QP0216                          STATION RECOVERY (2018)
 QP0216
 QP0216'RECOVERY NOTE BY MN DEPT OF TRANSP 2018 (MAS)
 QP0216'IN SAUK RAPIDS, 4.45 MI (7.16 KM) NORTHEAST ALONG TRUNK HIGHWAY 15
 QP0216'FROM THE NORTH JUNCTION OF TRUNK HIGHWAY 15 AND TRUNK HIGHWAY 23 IN
 QP0216'ST. CLOUD, AT TRUNK HIGHWAY MILE POINT 155.25, 96.0 FT (29.3 M) EAST
 QP0216'OF NORTHBOUND TRUNK HIGHWAY 15, 1.0 FT (0.3 M) EAST OF A RIGHT-OF-WAY
 QP0216'FENCE, 1.0 FT (0.3 M) WEST OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DI4097 ***********************************************************************
 DI4097  DESIGNATION -  0509 D
 DI4097  PID         -  DI4097
 DI4097  STATE/COUNTY-  MN/BENTON
 DI4097  COUNTRY     -  US
 DI4097  USGS QUAD   -  SAINT CLOUD (2019)
 DI4097
 DI4097                         *CURRENT SURVEY CONTROL
 DI4097  ______________________________________________________________________
 DI4097* NAD 83(1986) POSITION- 45 36 06.3    (N) 094 11 08.8    (W)   HD_HELD2
 DI4097* NAVD 88 ORTHO HEIGHT -   319.602 (meters)     1048.56  (feet) ADJUSTED
 DI4097  ______________________________________________________________________
 DI4097  GEOID HEIGHT    -        -27.002 (meters)                     GEOID18
 DI4097  DYNAMIC HEIGHT  -        319.597 (meters)     1048.54  (feet) COMP
 DI4097  MODELED GRAVITY -    980,589.6   (mgal)                       NAVD 88
 DI4097
 DI4097  VERT ORDER      -  SECOND    CLASS I
 DI4097
 DI4097.The horizontal coordinates were established by autonomous hand held GPS
 DI4097.observations and have an estimated accuracy of +/- 10 meters.
 DI4097
 DI4097.The orthometric height was determined by differential leveling and
 DI4097.adjusted by the NATIONAL GEODETIC SURVEY
 DI4097.in May 2007.
 DI4097
 DI4097.Significant digits in the geoid height do not necessarily reflect accuracy.
 DI4097.GEOID18 height accuracy estimate available here.
 DI4097
 DI4097.Click photographs - Photos may exist for this station.
 DI4097
 DI4097.The dynamic height is computed by dividing the NAVD 88
 DI4097.geopotential number by the normal gravity value computed on the
 DI4097.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DI4097.degrees latitude (g = 980.6199 gals.).
 DI4097
 DI4097.The modeled gravity was interpolated from observed gravity values.
 DI4097
 DI4097;                    North         East    Units  Estimated Accuracy
 DI4097;SPC MN C     -   166,885.      805,010.      MT  (+/- 10 meters HH2 GPS)
 DI4097
 DI4097_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL0752650484(NAD 83)
 DI4097
 DI4097                          SUPERSEDED SURVEY CONTROL
 DI4097
 DI4097.No superseded survey control is available for this station.
 DI4097
 DI4097_MARKER: DV = VERTICAL CONTROL DISK
 DI4097_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DI4097_SP_SET: BRIDGE RAILING
 DI4097_STAMPING: 0509 D 2005
 DI4097_MARK LOGO: MNDT
 DI4097_MAGNETIC: N = NO MAGNETIC MATERIAL
 DI4097_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DI4097_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DI4097+SATELLITE: SATELLITE OBSERVATIONS - August 21, 2018
 DI4097
 DI4097  HISTORY     - Date     Condition        Report By
 DI4097  HISTORY     - 2005     MONUMENTED       MNDT
 DI4097  HISTORY     - 20170510 GOOD             MNDT
 DI4097  HISTORY     - 20180821 GOOD             MNDT
 DI4097
 DI4097                          STATION DESCRIPTION
 DI4097
 DI4097'DESCRIBED BY MN DEPT OF TRANSP 2005 (MPP)
 DI4097'1.50 MILES NORTHWEST OF SAUK RAPIDS, IN RAIL IN SOUTHEAST CORNER OF
 DI4097'TRUNK HIGHWAY 15 BRIDGE NUMBER 05011 OVER MISSISSIPPI RIVER, 1.40
 DI4097'MILES SOUTHWEST ALONG TRUNK HIGHWAY 15 FROM JUNCTION OF TRUNK HIGHWAY
 DI4097'15 AND TRUNK HIGHWAY 10 1.50 MILES NORTHWEST OF SAUK RAPIDS, AT TRUNK
 DI4097'HIGHWAY 15 MILEPOINT 155.00,
 DI4097'
 DI4097'25.0 FEET SOUTHEAST OF NORTHBOUND TRUNK HIGHWAY 15.
 DI4097
 DI4097                          STATION RECOVERY (2017)
 DI4097
 DI4097'RECOVERY NOTE BY MN DEPT OF TRANSP 2017 (KMS)
 DI4097'IN SAUK RAPIDS, IN THE RAIL IN THE NORTHEAST CORNER OF TRUNK HIGHWAY
 DI4097'15 BRIDGE NUMBER 05011 OVER MISSISSIPPI RIVER AND A RAIL ROAD AND
 DI4097'COUNTY ROAD 33, 1.4 MI (2.3 KM) SOUTHWEST ALONG TRUNK HIGHWAY 15 FROM
 DI4097'THE JUNCTION OF TRUNK HIGHWAY 15 AND TRUNK HIGHWAY 10 IN SAUK RAPIDS,
 DI4097'AT TRUNK HIGHWAY 15 MILE POINT 155.0, 25.0 FT (7.6 M) EAST-SOUTHEAST
 DI4097'OF NORTHBOUND TRUNK HIGHWAY 15.
 DI4097
 DI4097                          STATION RECOVERY (2018)
 DI4097
 DI4097'RECOVERY NOTE BY MN DEPT OF TRANSP 2018 (MAS)
 DI4097'IN SAUK RAPIDS, IN THE RAIL IN THE NORTHEAST CORNER OF TRUNK HIGHWAY
 DI4097'15 BRIDGE NUMBER 05011 OVER THE MISSISSIPPI RIVER, A RAILROAD AND
 DI4097'COUNTY ROAD 33, 1.4 MI (2.3 KM) SOUTHWEST ALONG TRUNK HIGHWAY 15 FROM
 DI4097'THE JUNCTION OF TRUNK HIGHWAY 15 AND TRUNK HIGHWAY 10 IN SAUK RAPIDS,
 DI4097'AT TRUNK HIGHWAY 15 MILE POINT 155.0, 25.0 FT (7.6 M) EAST-SOUTHEAST
 DI4097'OF NORTHBOUND TRUNK HIGHWAY 15.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DP6670 ***********************************************************************
 DP6670  DESIGNATION -  053
 DP6670  PID         -  DP6670
 DP6670  STATE/COUNTY-  MN/TRAVERSE
 DP6670  COUNTRY     -  US
 DP6670  USGS QUAD   -  BEARDSLEY NE (2019)
 DP6670
 DP6670                         *CURRENT SURVEY CONTROL
 DP6670  ______________________________________________________________________
 DP6670* NAD 83(2011) POSITION- 45 41 14.61409(N) 096 36 51.79860(W)   ADJUSTED
 DP6670* NAD 83(2011) ELLIP HT-   309.341 (meters)        (03/11/15)   ADJUSTED
 DP6670* NAD 83(2011) EPOCH   -  2010.00
 DP6670* NAVD 88 ORTHO HEIGHT -   335.5   (meters)     1101.    (feet) GPS OBS
 DP6670  ______________________________________________________________________
 DP6670  NAVD 88 orthometric height was determined with geoid model    GEOID12A
 DP6670  GEOID HEIGHT    -        -26.199 (meters)                     GEOID12A
 DP6670  GEOID HEIGHT    -        -26.203 (meters)                     GEOID18
 DP6670  NAD 83(2011) X  -   -514,131.311 (meters)                     COMP
 DP6670  NAD 83(2011) Y  - -4,433,754.838 (meters)                     COMP
 DP6670  NAD 83(2011) Z  -  4,541,264.399 (meters)                     COMP
 DP6670  LAPLACE CORR    -         -0.76  (seconds)                    DEFLEC18
 DP6670
 DP6670  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DP6670  Standards:
 DP6670         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DP6670            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DP6670  -------------------------------------------------------------------
 DP6670  NETWORK    1.09   1.04           0.51   0.34   0.53      0.26498609
 DP6670  -------------------------------------------------------------------
 DP6670  Click here for local accuracies and other accuracy information.
 DP6670
 DP6670.The horizontal coordinates were established by GPS observations
 DP6670.and adjusted by the MN DEPT OF TRANSP in March 2015.
 DP6670
 DP6670.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DP6670.been affixed to the stable North American tectonic plate. See 
 DP6670.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DP6670
 DP6670.The horizontal coordinates are valid at the epoch date displayed above
 DP6670.which is a decimal equivalence of Year/Month/Day.
 DP6670
 DP6670.The orthometric height was determined by GPS observations and a
 DP6670.high-resolution geoid model.
 DP6670
 DP6670.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP6670.GEOID18 height accuracy estimate available here.
 DP6670
 DP6670.Click photographs - Photos may exist for this station.
 DP6670
 DP6670.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DP6670
 DP6670.The Laplace correction was computed from DEFLEC18 derived deflections.
 DP6670
 DP6670.The ellipsoidal height was determined by GPS observations
 DP6670.and is referenced to NAD 83.
 DP6670
 DP6670. The following values were computed from the NAD 83(2011) position.
 DP6670
 DP6670;                    North         East     Units Scale Factor Converg.
 DP6670;SPC MN C     -   179,150.439   615,848.015   MT  0.99998543   -1 42 37.3
 DP6670;SPC MN C     -   587,762.73  2,020,494.70   sFT  0.99998543   -1 42 37.3
 DP6670;UTM  14      - 5,062,083.583   685,759.710   MT  1.00002425   +1 42 26.9
 DP6670
 DP6670!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DP6670!SPC MN C     -   0.99995151  x   0.99998543  =   0.99993694
 DP6670!UTM  14      -   0.99995151  x   1.00002425  =   0.99997575
 DP6670
 DP6670_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPR8575962083(NAD 83)
 DP6670
 DP6670                          SUPERSEDED SURVEY CONTROL
 DP6670
 DP6670.No superseded survey control is available for this station.
 DP6670
 DP6670_MARKER: DB = BENCH MARK DISK
 DP6670_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 DP6670+WITH SETTING: INFORMATION.
 DP6670_STAMPING: 053
 DP6670_MARK LOGO: BOISDE
 DP6670_PROJECTION: FLUSH
 DP6670_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DP6670_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DP6670_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP6670+SATELLITE: SATELLITE OBSERVATIONS - December 03, 2019
 DP6670
 DP6670  HISTORY     - Date     Condition        Report By
 DP6670  HISTORY     - 20080401 MONUMENTED       BOISDE
 DP6670  HISTORY     - 20130702 GOOD             MNDT
 DP6670  HISTORY     - 20191203 GOOD             MNDT
 DP6670
 DP6670                          STATION DESCRIPTION
 DP6670
 DP6670'DESCRIBED BY MN DEPT OF TRANSP 2013 (TXR)
 DP6670'9.6 MILES SOUTHWEST OF WHEATON, 10.90 MILES WEST AND SOUTHWEST ALONG
 DP6670'TRUNK HIGHWAY 27 FROM JUNCTION OF TRUNK HIGHWAY 27 AND TRUNK HIGHWAY
 DP6670'75 IN WHEATON, THEN 2.30 MILES EAST ALONG COUNTY ROAD 6, THEN 2.0
 DP6670'MILES SOUTH ALONG COUNTY ROAD 59, 42.50 FEET EAST OF COUNTY ROAD 59,
 DP6670'40.5 FEET NORTH OF GRAVEL ROAD, 0.90 FOOT SOUTHWEST OF WITNESS POST.
 DP6670'ROD DEPTH UNKNOWN.
 DP6670
 DP6670                          STATION RECOVERY (2019)
 DP6670
 DP6670'RECOVERY NOTE BY MN DEPT OF TRANSP 2019 (KMS)
 DP6670'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DP1217 ***********************************************************************
 DP1217  DESIGNATION -  05325000 GAGE RM 11
 DP1217  PID         -  DP1217
 DP1217  STATE/COUNTY-  MN/BLUE EARTH
 DP1217  COUNTRY     -  US
 DP1217  USGS QUAD   -  MANKATO WEST (2019)
 DP1217
 DP1217                         *CURRENT SURVEY CONTROL
 DP1217  ______________________________________________________________________
 DP1217* NAD 83(1986) POSITION- 44 10 11.7    (N) 094 00 07.6    (W)   HD_HELD2
 DP1217* NAVD 88 ORTHO HEIGHT -   232.715 (meters)      763.50  (feet) ADJUSTED
 DP1217  ______________________________________________________________________
 DP1217  GEOID HEIGHT    -        -28.325 (meters)                     GEOID18
 DP1217  DYNAMIC HEIGHT  -        232.682 (meters)      763.39  (feet) COMP
 DP1217  MODELED GRAVITY -    980,471.0   (mgal)                       NAVD 88
 DP1217
 DP1217  VERT ORDER      -  SECOND    CLASS I
 DP1217
 DP1217.The horizontal coordinates were established by autonomous hand held GPS
 DP1217.observations and have an estimated accuracy of +/- 10 meters.
 DP1217
 DP1217.The orthometric height was determined by differential leveling and
 DP1217.adjusted by the NATIONAL GEODETIC SURVEY
 DP1217.in July 2014.
 DP1217
 DP1217.No vertical observational check was made to the station.
 DP1217
 DP1217.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP1217.GEOID18 height accuracy estimate available here.
 DP1217
 DP1217.Click photographs - Photos may exist for this station.
 DP1217
 DP1217.The dynamic height is computed by dividing the NAVD 88
 DP1217.geopotential number by the normal gravity value computed on the
 DP1217.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP1217.degrees latitude (g = 980.6199 gals.).
 DP1217
 DP1217.The modeled gravity was interpolated from observed gravity values.
 DP1217
 DP1217;                    North         East    Units  Estimated Accuracy
 DP1217;SPC MN S     -   229,991.      799,831.      MT  (+/- 10 meters HH2 GPS)
 DP1217
 DP1217_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVJ1988691233(NAD 83)
 DP1217
 DP1217                          SUPERSEDED SURVEY CONTROL
 DP1217
 DP1217.No superseded survey control is available for this station.
 DP1217
 DP1217_MARKER: Q = CHISELED SQUARE
 DP1217_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DP1217_SP_SET: FOUNDATION
 DP1217_MARK LOGO: USGS
 DP1217_MAGNETIC: N = NO MAGNETIC MATERIAL
 DP1217_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DP1217_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DP1217+SATELLITE: SATELLITE OBSERVATIONS - August 09, 2011
 DP1217
 DP1217  HISTORY     - Date     Condition        Report By
 DP1217  HISTORY     - 19931001 MONUMENTED       USGS
 DP1217  HISTORY     - 20110809 GOOD             MNDT
 DP1217
 DP1217                          STATION DESCRIPTION
 DP1217
 DP1217'DESCRIBED BY MN DEPT OF TRANSP 2011 (JBG)
 DP1217'THE STATION IS LOCATED ABOUT 9.4 MI (15.1 KM) NORTHWEST OF SAINT
 DP1217'CLAIR, 9.2 MI (14.8 KM) SOUTH-SOUTHEAST OF NORTH STAR AND IN THE TOWN
 DP1217'OF MANKATO, MN.
 DP1217'
 DP1217'TO REACH THE MARK GO 330 FT (100.6 M) NORTHEAST ALONG RIVER FROM
 DP1217'BELGRADE AVENUE BRIDGE, STATION IS A CHISELED SQUARE AT CENTER OF
 DP1217'CONCRETE HEADWALL OF PUMP STATION OUTFALL AT RIVER GAGE.
 DP1217'
 DP1217'THIS STATION IS USED BY THE USGS FOR STREAM GAGE 05325000.  PLEASE
 DP1217'NOTIFY GREG MITTON (USGS HYDROLOGIST) OR HIS SUCCESSOR WHEN UPDATES
 DP1217'ARE MADE TO THIS POINT.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DP1215 ***********************************************************************
 DP1215  DESIGNATION -  05325000 GAGE RM 18
 DP1215  PID         -  DP1215
 DP1215  STATE/COUNTY-  MN/BLUE EARTH
 DP1215  COUNTRY     -  US
 DP1215  USGS QUAD   -  MANKATO WEST (2019)
 DP1215
 DP1215                         *CURRENT SURVEY CONTROL
 DP1215  ______________________________________________________________________
 DP1215* NAD 83(1986) POSITION- 44 10 10.9    (N) 094 00 06.1    (W)   HD_HELD2
 DP1215* NAVD 88 ORTHO HEIGHT -   239.377 (meters)      785.36  (feet) ADJUSTED
 DP1215  ______________________________________________________________________
 DP1215  GEOID HEIGHT    -        -28.326 (meters)                     GEOID18
 DP1215  DYNAMIC HEIGHT  -        239.343 (meters)      785.24  (feet) COMP
 DP1215  MODELED GRAVITY -    980,471.0   (mgal)                       NAVD 88
 DP1215
 DP1215  VERT ORDER      -  SECOND    CLASS I
 DP1215
 DP1215.The horizontal coordinates were established by autonomous hand held GPS
 DP1215.observations and have an estimated accuracy of +/- 10 meters.
 DP1215
 DP1215.The orthometric height was determined by differential leveling and
 DP1215.adjusted by the NATIONAL GEODETIC SURVEY
 DP1215.in July 2014.
 DP1215
 DP1215.No vertical observational check was made to the station.
 DP1215
 DP1215.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP1215.GEOID18 height accuracy estimate available here.
 DP1215
 DP1215.Click photographs - Photos may exist for this station.
 DP1215
 DP1215.The dynamic height is computed by dividing the NAVD 88
 DP1215.geopotential number by the normal gravity value computed on the
 DP1215.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP1215.degrees latitude (g = 980.6199 gals.).
 DP1215
 DP1215.The modeled gravity was interpolated from observed gravity values.
 DP1215
 DP1215;                    North         East    Units  Estimated Accuracy
 DP1215;SPC MN S     -   229,966.      799,864.      MT  (+/- 10 meters HH2 GPS)
 DP1215
 DP1215_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVJ1991991208(NAD 83)
 DP1215
 DP1215                          SUPERSEDED SURVEY CONTROL
 DP1215
 DP1215.No superseded survey control is available for this station.
 DP1215
 DP1215_MARKER: Q = CHISELED SQUARE
 DP1215_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DP1215_SP_SET: FOUNDATION
 DP1215_MARK LOGO: USGS
 DP1215_MAGNETIC: N = NO MAGNETIC MATERIAL
 DP1215_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DP1215_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DP1215+SATELLITE: SATELLITE OBSERVATIONS - August 09, 2011
 DP1215
 DP1215  HISTORY     - Date     Condition        Report By
 DP1215  HISTORY     - 19931001 MONUMENTED       USGS
 DP1215  HISTORY     - 20110809 GOOD             MNDT
 DP1215
 DP1215                          STATION DESCRIPTION
 DP1215
 DP1215'DESCRIBED BY MN DEPT OF TRANSP 2011 (JBG)
 DP1215'THE STATION IS LOCATED ABOUT 9.4 MI (15.1 KM) NORTHWEST OF SAINT
 DP1215'CLAIR, 9.2 MI (14.8 KM) SOUTH-SOUTHEAST OF NORTH STAR AND IN THE TOWN
 DP1215'OF MANKATO, MN.
 DP1215'
 DP1215'TO REACH THE MARK GO 330 FT (100.6 M) NORTHEAST ALONG RIVER FROM
 DP1215'BELGRADE AVENUE BRIDGE, STATION IS A CHISELED SQUARE ON STREAM WARD
 DP1215'CORNER OF CONCRETE GRAIN ELEVATOR BASE BY PUMP HOUSE AT RIVER GAGE.
 DP1215'
 DP1215'THIS STATION IS USED BY THE USGS FOR STREAM GAGE 05325000.  PLEASE
 DP1215'NOTIFY GREG MITTON (USGS HYDROLOGIST) OR HIS SUCCESSOR WHEN UPDATES
 DP1215'ARE MADE TO THIS POINT.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DP1216 ***********************************************************************
 DP1216  DESIGNATION -  05325000 GAGE RM 8
 DP1216  PID         -  DP1216
 DP1216  STATE/COUNTY-  MN/BLUE EARTH
 DP1216  COUNTRY     -  US
 DP1216  USGS QUAD   -  MANKATO WEST (2019)
 DP1216
 DP1216                         *CURRENT SURVEY CONTROL
 DP1216  ______________________________________________________________________
 DP1216* NAD 83(1986) POSITION- 44 10 11.71   (N) 094 00 07.60   (W)   HD_HELD1
 DP1216* NAVD 88 ORTHO HEIGHT -   232.713 (meters)      763.49  (feet) ADJUSTED
 DP1216  ______________________________________________________________________
 DP1216  GEOID HEIGHT    -        -28.325 (meters)                     GEOID18
 DP1216  DYNAMIC HEIGHT  -        232.680 (meters)      763.38  (feet) COMP
 DP1216  MODELED GRAVITY -    980,471.0   (mgal)                       NAVD 88
 DP1216
 DP1216  VERT ORDER      -  SECOND    CLASS I
 DP1216
 DP1216.The horizontal coordinates were determined by differentially corrected
 DP1216.hand held GPS observations or other comparable positioning techniques
 DP1216.and have an estimated accuracy of +/- 3 meters.
 DP1216
 DP1216.The orthometric height was determined by differential leveling and
 DP1216.adjusted by the NATIONAL GEODETIC SURVEY
 DP1216.in July 2014.
 DP1216
 DP1216.No vertical observational check was made to the station.
 DP1216
 DP1216.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP1216.GEOID18 height accuracy estimate available here.
 DP1216
 DP1216.Click photographs - Photos may exist for this station.
 DP1216
 DP1216.The dynamic height is computed by dividing the NAVD 88
 DP1216.geopotential number by the normal gravity value computed on the
 DP1216.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP1216.degrees latitude (g = 980.6199 gals.).
 DP1216
 DP1216.The modeled gravity was interpolated from observed gravity values.
 DP1216
 DP1216;                    North         East    Units  Estimated Accuracy
 DP1216;SPC MN S     -   229,991.5     799,831.2     MT  (+/- 3 meters HH1 GPS) 
 DP1216
 DP1216_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVJ1988691233(NAD 83)
 DP1216
 DP1216                          SUPERSEDED SURVEY CONTROL
 DP1216
 DP1216.No superseded survey control is available for this station.
 DP1216
 DP1216_MARKER: T = CHISELED TRIANGLE
 DP1216_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DP1216_SP_SET: FOUNDATION
 DP1216_MARK LOGO: USGS
 DP1216_MAGNETIC: N = NO MAGNETIC MATERIAL
 DP1216_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DP1216_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DP1216+SATELLITE: SATELLITE OBSERVATIONS - August 09, 2011
 DP1216
 DP1216  HISTORY     - Date     Condition        Report By
 DP1216  HISTORY     - 19931001 MONUMENTED       USGS
 DP1216  HISTORY     - 20110809 GOOD             MNDT
 DP1216
 DP1216                          STATION DESCRIPTION
 DP1216
 DP1216'DESCRIBED BY MN DEPT OF TRANSP 2011 (JBG)
 DP1216'THE STATION IS LOCATED ABOUT 9.4 MI (15.1 KM) NORTHWEST OF SAINT
 DP1216'CLAIR, 9.2 MI (14.8 KM) SOUTH-SOUTHEAST OF NORTH STAR AND IN THE TOWN
 DP1216'OF MANKATO, MN.
 DP1216'
 DP1216'TO REACH THE MARK GO 330 FT (100.6 M) NORTHEAST ALONG RIVER FROM
 DP1216'BELGRADE AVENUE BRIDGE, STATION IS A CHISELED TRIANGLE ON UPSTREAM END
 DP1216'OF CONCRETE HEADWALL OF PUMP STATION OUTFALL AT RIVER GAGE.
 DP1216'
 DP1216'THIS STATION IS USED BY THE USGS FOR STREAM GAGE 05325000.  PLEASE
 DP1216'NOTIFY GREG MITTON (USGS HYDROLOGIST) OR HIS SUCCESSOR WHEN UPDATES
 DP1216'ARE MADE TO THIS POINT.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DO1598 ***********************************************************************
 DO1598  DESIGNATION -  05331580 GAGE RM 1
 DO1598  PID         -  DO1598
 DO1598  STATE/COUNTY-  MN/DAKOTA
 DO1598  COUNTRY     -  US
 DO1598  USGS QUAD   -  HASTINGS (2019)
 DO1598
 DO1598                         *CURRENT SURVEY CONTROL
 DO1598  ______________________________________________________________________
 DO1598* NAD 83(1986) POSITION- 44 44 44.78   (N) 092 50 52.98   (W)   HD_HELD1
 DO1598* NAVD 88 ORTHO HEIGHT -   209.483 (meters)      687.28  (feet) ADJUSTED
 DO1598  ______________________________________________________________________
 DO1598  GEOID HEIGHT    -        -29.061 (meters)                     GEOID18
 DO1598  DYNAMIC HEIGHT  -        209.461 (meters)      687.21  (feet) COMP
 DO1598  MODELED GRAVITY -    980,505.8   (mgal)                       NAVD 88
 DO1598
 DO1598  VERT ORDER      -  SECOND    CLASS I
 DO1598
 DO1598.The horizontal coordinates were determined by differentially corrected
 DO1598.hand held GPS observations or other comparable positioning techniques
 DO1598.and have an estimated accuracy of +/- 3 meters.
 DO1598
 DO1598.The orthometric height was determined by differential leveling and
 DO1598.adjusted by the NATIONAL GEODETIC SURVEY
 DO1598.in June 2013.
 DO1598
 DO1598.No vertical observational check was made to the station.
 DO1598
 DO1598.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO1598.GEOID18 height accuracy estimate available here.
 DO1598
 DO1598.Click photographs - Photos may exist for this station.
 DO1598
 DO1598.The dynamic height is computed by dividing the NAVD 88
 DO1598.geopotential number by the normal gravity value computed on the
 DO1598.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO1598.degrees latitude (g = 980.6199 gals.).
 DO1598
 DO1598.The modeled gravity was interpolated from observed gravity values.
 DO1598
 DO1598;                    North         East    Units  Estimated Accuracy
 DO1598;SPC MN S     -   294,619.0     891,219.1     MT  (+/- 3 meters HH1 GPS) 
 DO1598
 DO1598_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWK1202854720(NAD 83)
 DO1598
 DO1598                          SUPERSEDED SURVEY CONTROL
 DO1598
 DO1598.No superseded survey control is available for this station.
 DO1598
 DO1598_MARKER: Q = CHISELED SQUARE
 DO1598_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 DO1598_SP_SET: LIGHT POLE FOOTING
 DO1598_MARK LOGO: USGS
 DO1598_MAGNETIC: N = NO MAGNETIC MATERIAL
 DO1598_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DO1598+STABILITY: SURFACE MOTION
 DO1598_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DO1598+SATELLITE: SATELLITE OBSERVATIONS - September 22, 2022
 DO1598
 DO1598  HISTORY     - Date     Condition        Report By
 DO1598  HISTORY     - 20090821 MONUMENTED       USGS
 DO1598  HISTORY     - 20110622 GOOD             MNDT
 DO1598  HISTORY     - 20220922 GOOD             MNDT
 DO1598
 DO1598                          STATION DESCRIPTION
 DO1598
 DO1598'DESCRIBED BY MN DEPT OF TRANSP 2011 (MAS)
 DO1598'THE MARK IS IN HASTINGS.
 DO1598'
 DO1598'TO REACH THE MARK GO 0.45 MI (0.7 KM) NORTH ALONG TRUNK HIGHWAY 61
 DO1598'FROM THE JUNCTION OF TRUNK HIGHWAY 61 AND TRUNK HIGHWAY 55 IN
 DO1598'HASTINGS, TO TRUNK HIGHWAY 61 MILE POINT 117.45, THEN 0.2 MI (0.3 KM)
 DO1598'EAST ON EAST FOURTH STREET, THEN 0.3 MI (0.5 KM) NORTH AND EAST ON
 DO1598'TYLER STREET.
 DO1598'
 DO1598'IT IS 140 FT (42.7 M) EAST ON FIRST STREET, 30 FT (9.1 M) SOUTH OF
 DO1598'TYLER STREET, 5 FT (1.5 M) SOUTH OF FIRST STREET IN LIGHT POLE BASE.
 DO1598'THIS STATION IS USED BY THE USGS FOR STREAMGAGE 05331580.
 DO1598'
 DO1598'NOTE - PLEASE NOTIFY GREG MITTON (USGS HYDROLOGIST) OR HIS SUCCESSOR
 DO1598'WHEN UPDATES ARE MADE TO THIS POINT.  MARK IS A CHISELED SQUARE ON THE
 DO1598'CONCRETE FOOTING OF A LIGHT POLE BASE.
 DO1598
 DO1598                          STATION RECOVERY (2022)
 DO1598
 DO1598'RECOVERY NOTE BY MN DEPT OF TRANSP 2022 (MJS)
 DO1598'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DO1599 ***********************************************************************
 DO1599  DESIGNATION -  05331580 GAGE RM 2
 DO1599  PID         -  DO1599
 DO1599  STATE/COUNTY-  MN/DAKOTA
 DO1599  COUNTRY     -  US
 DO1599  USGS QUAD   -  HASTINGS (2019)
 DO1599
 DO1599                         *CURRENT SURVEY CONTROL
 DO1599  ______________________________________________________________________
 DO1599* NAD 83(1986) POSITION- 44 44 44.62   (N) 092 50 52.75   (W)   HD_HELD1
 DO1599* NAVD 88 ORTHO HEIGHT -   209.509 (meters)      687.36  (feet) ADJUSTED
 DO1599  ______________________________________________________________________
 DO1599  GEOID HEIGHT    -        -29.061 (meters)                     GEOID18
 DO1599  DYNAMIC HEIGHT  -        209.486 (meters)      687.29  (feet) COMP
 DO1599  MODELED GRAVITY -    980,505.8   (mgal)                       NAVD 88
 DO1599
 DO1599  VERT ORDER      -  SECOND    CLASS I
 DO1599
 DO1599.The horizontal coordinates were determined by differentially corrected
 DO1599.hand held GPS observations or other comparable positioning techniques
 DO1599.and have an estimated accuracy of +/- 3 meters.
 DO1599
 DO1599.The orthometric height was determined by differential leveling and
 DO1599.adjusted by the NATIONAL GEODETIC SURVEY
 DO1599.in June 2013.
 DO1599
 DO1599.No vertical observational check was made to the station.
 DO1599
 DO1599.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO1599.GEOID18 height accuracy estimate available here.
 DO1599
 DO1599.Click photographs - Photos may exist for this station.
 DO1599
 DO1599.The dynamic height is computed by dividing the NAVD 88
 DO1599.geopotential number by the normal gravity value computed on the
 DO1599.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO1599.degrees latitude (g = 980.6199 gals.).
 DO1599
 DO1599.The modeled gravity was interpolated from observed gravity values.
 DO1599
 DO1599;                    North         East    Units  Estimated Accuracy
 DO1599;SPC MN S     -   294,614.1     891,224.2     MT  (+/- 3 meters HH1 GPS) 
 DO1599
 DO1599_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWK1203354715(NAD 83)
 DO1599
 DO1599                          SUPERSEDED SURVEY CONTROL
 DO1599
 DO1599.No superseded survey control is available for this station.
 DO1599
 DO1599_MARKER: Z = SEE DESCRIPTION
 DO1599_MARK LOGO: USGS
 DO1599_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DO1599_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DO1599_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DO1599+SATELLITE: SATELLITE OBSERVATIONS - September 22, 2022
 DO1599
 DO1599  HISTORY     - Date     Condition        Report By
 DO1599  HISTORY     - 20090821 MONUMENTED       USGS
 DO1599  HISTORY     - 20110622 GOOD             MNDT
 DO1599  HISTORY     - 20220922 GOOD             MNDT
 DO1599
 DO1599                          STATION DESCRIPTION
 DO1599
 DO1599'DESCRIBED BY MN DEPT OF TRANSP 2011 (MAS)
 DO1599'THE MARK IS IN HASTINGS.
 DO1599'
 DO1599'TO REACH THE MARK GO 0.45 MI (0.7 KM) NORTH ALONG TRUNK HIGHWAY 61
 DO1599'FROM THE JUNCTION OF TRUNK HIGHWAY 61 AND TRUNK HIGHWAY 55 IN
 DO1599'HASTINGS, TO TRUNK HIGHWAY 61 MILE POINT 117.45, THEN 0.2 MI (0.3 KM)
 DO1599'EAST ON EAST FOURTH STREET, THEN 0.3 MI (0.5 KM) NORTH AND EAST ON
 DO1599'TYLER STREET.
 DO1599'
 DO1599'IT IS 140 FT (42.7 M) EAST ON FIRST STREET, 30 FT (9.1 M) SOUTH OF
 DO1599'TYLER STREET, 25 FT (7.6 M) SOUTH OF FIRST STREET IN STORM SEWER LIP.
 DO1599'THIS STATION IS USED BY THE USGS FOR STREAMGAGE 05331580.
 DO1599'
 DO1599'NOTE - PLEASE NOTIFY GREG MITTON (USGS HYDROLOGIST) OR HIS SUCCESSOR
 DO1599'WHEN UPDATES ARE MADE TO THIS POINT WHICH IS THREE ORANGE FILE MARKS
 DO1599'ON STREAM WARD SIDE OF STORM SEWER LIP.  12 FT (3.7 M) LANDWARD AND 10
 DO1599'FT (3.0 M) DOWNSTREAM OF REFERENCE MARK 1.
 DO1599
 DO1599                          STATION RECOVERY (2022)
 DO1599
 DO1599'RECOVERY NOTE BY MN DEPT OF TRANSP 2022 (MJS)
 DO1599'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DO1597 ***********************************************************************
 DO1597  DESIGNATION -  05331580 GAGE RM 3
 DO1597  PID         -  DO1597
 DO1597  STATE/COUNTY-  MN/DAKOTA
 DO1597  COUNTRY     -  US
 DO1597  USGS QUAD   -  HASTINGS (2019)
 DO1597
 DO1597                         *CURRENT SURVEY CONTROL
 DO1597  ______________________________________________________________________
 DO1597* NAD 83(1986) POSITION- 44 44 43.27   (N) 092 50 54.94   (W)   HD_HELD1
 DO1597* NAVD 88 ORTHO HEIGHT -   212.592 (meters)      697.48  (feet) ADJUSTED
 DO1597  ______________________________________________________________________
 DO1597  GEOID HEIGHT    -        -29.060 (meters)                     GEOID18
 DO1597  DYNAMIC HEIGHT  -        212.570 (meters)      697.41  (feet) COMP
 DO1597  MODELED GRAVITY -    980,505.8   (mgal)                       NAVD 88
 DO1597
 DO1597  VERT ORDER      -  SECOND    CLASS I
 DO1597
 DO1597.The horizontal coordinates were determined by differentially corrected
 DO1597.hand held GPS observations or other comparable positioning techniques
 DO1597.and have an estimated accuracy of +/- 3 meters.
 DO1597
 DO1597.The orthometric height was determined by differential leveling and
 DO1597.adjusted by the NATIONAL GEODETIC SURVEY
 DO1597.in June 2013.
 DO1597
 DO1597.No vertical observational check was made to the station.
 DO1597
 DO1597.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO1597.GEOID18 height accuracy estimate available here.
 DO1597
 DO1597.Click photographs - Photos may exist for this station.
 DO1597
 DO1597.The dynamic height is computed by dividing the NAVD 88
 DO1597.geopotential number by the normal gravity value computed on the
 DO1597.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO1597.degrees latitude (g = 980.6199 gals.).
 DO1597
 DO1597.The modeled gravity was interpolated from observed gravity values.
 DO1597
 DO1597;                    North         East    Units  Estimated Accuracy
 DO1597;SPC MN S     -   294,571.8     891,176.6     MT  (+/- 3 meters HH1 GPS) 
 DO1597
 DO1597_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWK1198554674(NAD 83)
 DO1597
 DO1597                          SUPERSEDED SURVEY CONTROL
 DO1597
 DO1597.No superseded survey control is available for this station.
 DO1597
 DO1597_MARKER: B = BOLT
 DO1597_SP_SET: TOP NUT OF FIRE HYDRANT
 DO1597_MARK LOGO: USGS
 DO1597_MAGNETIC: N = NO MAGNETIC MATERIAL
 DO1597_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DO1597_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DO1597+SATELLITE: SATELLITE OBSERVATIONS - September 22, 2022
 DO1597
 DO1597  HISTORY     - Date     Condition        Report By
 DO1597  HISTORY     - 20090821 MONUMENTED       USGS
 DO1597  HISTORY     - 20110622 GOOD             MNDT
 DO1597  HISTORY     - 20220922 GOOD             MNDT
 DO1597
 DO1597                          STATION DESCRIPTION
 DO1597
 DO1597'DESCRIBED BY MN DEPT OF TRANSP 2011 (MAS)
 DO1597'THE MARK IS IN HASTINGS.
 DO1597'
 DO1597'TO REACH THE MARK GO 0.45 MI (0.7 KM) NORTH ALONG TRUNK HIGHWAY 61
 DO1597'FROM THE JUNCTION OF TRUNK HIGHWAY 61 AND TRUNK HIGHWAY 55 IN
 DO1597'HASTINGS, TO TRUNK HIGHWAY 61 MILE POINT 117.45, THEN 0.2 MI (0.3 KM)
 DO1597'EAST ON EAST FOURTH STREET, THEN 0.3 MI (0.5 KM) NORTH ON TYLER STREET
 DO1597'TO THE INTERSECTION WITH SECOND STREET EAST.
 DO1597'
 DO1597'IT IS 370 FT (112.8 M) NORTH ON TYLER STREET, THEN 5 FT (1.5 M) EAST
 DO1597'OF TYLER STREET TO THE TOP NUT OF THE HYDRANT.  THIS STATION IS USED
 DO1597'BY THE USGS FOR STREAMGAGE 05331580.
 DO1597'
 DO1597'NOTE -PLEASE NOTIFY GREG MITTON (USGS HYDROLOGIST) OR HIS SUCCESSOR
 DO1597'WHEN UPDATES ARE MADE TO THIS POINT.  MARK IS THE TOP NUT OF A FIRE
 DO1597'HYDRANT.
 DO1597
 DO1597                          STATION RECOVERY (2022)
 DO1597
 DO1597'RECOVERY NOTE BY MN DEPT OF TRANSP 2022 (MJS)
 DO1597'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DP6671 ***********************************************************************
 DP6671  DESIGNATION -  058
 DP6671  PID         -  DP6671
 DP6671  STATE/COUNTY-  MN/TRAVERSE
 DP6671  COUNTRY     -  US
 DP6671  USGS QUAD   -  DUMONT (2019)
 DP6671
 DP6671                         *CURRENT SURVEY CONTROL
 DP6671  ______________________________________________________________________
 DP6671* NAD 83(2011) POSITION- 45 40 21.01409(N) 096 28 08.35829(W)   ADJUSTED
 DP6671* NAD 83(2011) ELLIP HT-   295.387 (meters)        (03/11/15)   ADJUSTED
 DP6671* NAD 83(2011) EPOCH   -  2010.00
 DP6671* NAVD 88 ORTHO HEIGHT -   321.6   (meters)     1055.    (feet) GPS OBS
 DP6671  ______________________________________________________________________
 DP6671  NAVD 88 orthometric height was determined with geoid model    GEOID12A
 DP6671  GEOID HEIGHT    -        -26.215 (meters)                     GEOID12A
 DP6671  GEOID HEIGHT    -        -26.218 (meters)                     GEOID18
 DP6671  NAD 83(2011) X  -   -503,010.380 (meters)                     COMP
 DP6671  NAD 83(2011) Y  - -4,436,212.050 (meters)                     COMP
 DP6671  NAD 83(2011) Z  -  4,540,098.190 (meters)                     COMP
 DP6671  LAPLACE CORR    -         -0.53  (seconds)                    DEFLEC18
 DP6671
 DP6671  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DP6671  Standards:
 DP6671         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DP6671            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DP6671  -------------------------------------------------------------------
 DP6671  NETWORK    1.04   0.84           0.49   0.32   0.43      0.21591676
 DP6671  -------------------------------------------------------------------
 DP6671  Click here for local accuracies and other accuracy information.
 DP6671
 DP6671.The horizontal coordinates were established by GPS observations
 DP6671.and adjusted by the MN DEPT OF TRANSP in March 2015.
 DP6671
 DP6671.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DP6671.been affixed to the stable North American tectonic plate. See 
 DP6671.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DP6671
 DP6671.The horizontal coordinates are valid at the epoch date displayed above
 DP6671.which is a decimal equivalence of Year/Month/Day.
 DP6671
 DP6671.The orthometric height was determined by GPS observations and a
 DP6671.high-resolution geoid model.
 DP6671
 DP6671.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP6671.GEOID18 height accuracy estimate available here.
 DP6671
 DP6671.Click photographs - Photos may exist for this station.
 DP6671
 DP6671.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DP6671
 DP6671.The Laplace correction was computed from DEFLEC18 derived deflections.
 DP6671
 DP6671.The ellipsoidal height was determined by GPS observations
 DP6671.and is referenced to NAD 83.
 DP6671
 DP6671. The following values were computed from the NAD 83(2011) position.
 DP6671
 DP6671;                    North         East     Units Scale Factor Converg.
 DP6671;SPC MN C     -   177,168.619   627,123.183   MT  0.99998837   -1 36 18.7
 DP6671;SPC MN C     -   581,260.71  2,057,486.64   sFT  0.99998837   -1 36 18.7
 DP6671;UTM  14      - 5,060,777.252   697,133.684   MT  1.00007780   +1 48 40.2
 DP6671
 DP6671!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DP6671!SPC MN C     -   0.99995369  x   0.99998837  =   0.99994206
 DP6671!UTM  14      -   0.99995369  x   1.00007780  =   1.00003149
 DP6671
 DP6671_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPR9713360777(NAD 83)
 DP6671
 DP6671                          SUPERSEDED SURVEY CONTROL
 DP6671
 DP6671.No superseded survey control is available for this station.
 DP6671
 DP6671_MARKER: DB = BENCH MARK DISK
 DP6671_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 DP6671+WITH SETTING: INFORMATION.
 DP6671_STAMPING: 058
 DP6671_MARK LOGO: BOISDE
 DP6671_PROJECTION: PROJECTING 3 CENTIMETERS
 DP6671_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DP6671_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DP6671_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP6671+SATELLITE: SATELLITE OBSERVATIONS - June 16, 2021
 DP6671
 DP6671  HISTORY     - Date     Condition        Report By
 DP6671  HISTORY     - 20100401 MONUMENTED       BOISDE
 DP6671  HISTORY     - 20130709 GOOD             MNDT
 DP6671  HISTORY     - 20210616 POOR             MNDT
 DP6671
 DP6671                          STATION DESCRIPTION
 DP6671
 DP6671'DESCRIBED BY MN DEPT OF TRANSP 2013 (JXJ)
 DP6671'4.0 FEET SOUTHWEST OF DUMONT, 2.0 MILES SOUTH ALONG TRUNK HIGHWAY 75
 DP6671'FROM THE JUNCTION OF TRUNK HIGHWAY 75 AND COUNTY ROAD 6 IN DUMONT, TO
 DP6671'TRUNK HIGHWAY MILE POINT 162.8, THEN 2.0 MILES WEST ON COUNTY ROAD 62,
 DP6671'THEN 1.0 MILE SOUTH ON GRAVEL ROAD, 75.5 FEET WEST OF GRAVEL ROAD,
 DP6671'24.4 FEET NORTH OF GRAVEL ROAD, 9.6 FEET EAST OF CABLE PEDESTAL NUMBER
 DP6671'357, 1.2 FEET SOUTH OF WITNESS POST.  ROD DEPTH UNKNOWN.
 DP6671
 DP6671                          STATION RECOVERY (2021)
 DP6671
 DP6671'RECOVERY NOTE BY MN DEPT OF TRANSP 2021 (TJD)
 DP6671'MARK RECOVERED IN POOR CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DO6869 ***********************************************************************
 DO6869  DESIGNATION -  058 A
 DO6869  PID         -  DO6869
 DO6869  STATE/COUNTY-  MN/TRAVERSE
 DO6869  COUNTRY     -  US
 DO6869  USGS QUAD   -  WHEATON WEST (2019)
 DO6869
 DO6869                         *CURRENT SURVEY CONTROL
 DO6869  ______________________________________________________________________
 DO6869* NAD 83(1986) POSITION- 45 47 18.23   (N) 096 30 37.97   (W)   HD_HELD1
 DO6869* NAVD 88 ORTHO HEIGHT -   309.818 (meters)     1016.46  (feet) ADJUSTED
 DO6869  ______________________________________________________________________
 DO6869  GEOID HEIGHT    -        -26.358 (meters)                     GEOID18
 DO6869  DYNAMIC HEIGHT  -        309.810 (meters)     1016.44  (feet) COMP
 DO6869  MODELED GRAVITY -    980,582.4   (mgal)                       NAVD 88
 DO6869
 DO6869  VERT ORDER      -  SECOND    CLASS I
 DO6869
 DO6869.The horizontal coordinates were determined by differentially corrected
 DO6869.hand held GPS observations or other comparable positioning techniques
 DO6869.and have an estimated accuracy of +/- 3 meters.
 DO6869
 DO6869.The orthometric height was determined by differential leveling and
 DO6869.adjusted by the NATIONAL GEODETIC SURVEY
 DO6869.in March 2020.
 DO6869
 DO6869.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO6869.GEOID18 height accuracy estimate available here.
 DO6869
 DO6869.Click photographs - Photos may exist for this station.
 DO6869
 DO6869.The dynamic height is computed by dividing the NAVD 88
 DO6869.geopotential number by the normal gravity value computed on the
 DO6869.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO6869.degrees latitude (g = 980.6199 gals.).
 DO6869
 DO6869.The modeled gravity was interpolated from observed gravity values.
 DO6869
 DO6869;                    North         East    Units  Estimated Accuracy
 DO6869;SPC MN C     -   190,135.7     624,253.9     MT  (+/- 3 meters HH1 GPS) 
 DO6869
 DO6869_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPR9349573551(NAD 83)
 DO6869
 DO6869                          SUPERSEDED SURVEY CONTROL
 DO6869
 DO6869  NAVD 88 (06/17/14)  309.832  (m)         1016.51   (f) SUPERSEDED  2 1
 DO6869
 DO6869.Superseded values are not recommended for survey control.
 DO6869
 DO6869.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DO6869.See file dsdata.pdf to determine how the superseded data were derived.
 DO6869
 DO6869_MARKER: DB = BENCH MARK DISK
 DO6869_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 DO6869+WITH SETTING: INFORMATION.
 DO6869_STAMPING: 058
 DO6869_MARK LOGO: BOISDE
 DO6869_PROJECTION: FLUSH
 DO6869_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DO6869_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DO6869_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DO6869+SATELLITE: SATELLITE OBSERVATIONS - June 16, 2021
 DO6869
 DO6869  HISTORY     - Date     Condition        Report By
 DO6869  HISTORY     - 20100401 MONUMENTED       BOISDE
 DO6869  HISTORY     - 20120821 GOOD             MNDT
 DO6869  HISTORY     - 20210616 GOOD             MNDT
 DO6869
 DO6869                          STATION DESCRIPTION
 DO6869
 DO6869'DESCRIBED BY MN DEPT OF TRANSP 2012 (KMS)
 DO6869'THE BENCH MARK IS LOCATED ABOUT 9.4 MI (15.1 KM) SOUTH-SOUTHEAST OF
 DO6869'BOISBERG, 6.5 MI (10.5 KM) NORTHWEST OF DUMONT AND 1.2 MI (1.9 KM)
 DO6869'SOUTH-SOUTHWEST OF WHEATON.
 DO6869'
 DO6869'1.0 MI SOUTHWEST OF WHEATON, 1.0 MI (1.6 KM) SOUTH ALONG 18TH STREET
 DO6869'SOUTH FROM THE JUNCTION OF 18TH STREET AND TRUNK HIGHWAY 27 IN
 DO6869'WHEATON.
 DO6869'
 DO6869'THE BENCH MARK IS FOUND 54.0 FT (16.5 M) EAST OF 18TH STREET SOUTH,
 DO6869'41.7 FT (12.7 M) SOUTH OF 640TH STREET, 5.0 FT (1.5 M) SOUTHWEST OF A
 DO6869'POWER POLE AND 1.0 FT (0.3 M) WEST OF A WITNESS POST.
 DO6869
 DO6869                          STATION RECOVERY (2021)
 DO6869
 DO6869'RECOVERY NOTE BY MN DEPT OF TRANSP 2021 (TJD)
 DO6869'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DO6976 ***********************************************************************
 DO6976  DESIGNATION -  059
 DO6976  PID         -  DO6976
 DO6976  STATE/COUNTY-  MN/TRAVERSE
 DO6976  COUNTRY     -  US
 DO6976  USGS QUAD   -  WHEATON SE (2019)
 DO6976
 DO6976                         *CURRENT SURVEY CONTROL
 DO6976  ______________________________________________________________________
 DO6976* NAD 83(2011) POSITION- 45 49 04.88566(N) 096 16 29.05174(W)   ADJUSTED
 DO6976* NAD 83(2011) ELLIP HT-   287.272 (meters)        (03/11/15)   ADJUSTED
 DO6976* NAD 83(2011) EPOCH   -  2010.00
 DO6976* NAVD 88 ORTHO HEIGHT -   313.647 (meters)     1029.02  (feet) ADJUSTED
 DO6976  ______________________________________________________________________
 DO6976  GEOID HEIGHT    -        -26.398 (meters)                     GEOID18
 DO6976  NAD 83(2011) X  -   -486,700.457 (meters)                     COMP
 DO6976  NAD 83(2011) Y  - -4,426,370.635 (meters)                     COMP
 DO6976  NAD 83(2011) Z  -  4,551,379.913 (meters)                     COMP
 DO6976  LAPLACE CORR    -          0.96  (seconds)                    DEFLEC18
 DO6976  DYNAMIC HEIGHT  -        313.642 (meters)     1029.01  (feet) COMP
 DO6976  MODELED GRAVITY -    980,590.9   (mgal)                       NAVD 88
 DO6976
 DO6976  VERT ORDER      -  SECOND    CLASS I
 DO6976
 DO6976  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DO6976  Standards:
 DO6976         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DO6976            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DO6976  -------------------------------------------------------------------
 DO6976  NETWORK    0.96   0.98           0.45   0.31   0.50      0.10958338
 DO6976  -------------------------------------------------------------------
 DO6976  Click here for local accuracies and other accuracy information.
 DO6976
 DO6976.The horizontal coordinates were established by GPS observations
 DO6976.and adjusted by the MN DEPT OF TRANSP in March 2015.
 DO6976
 DO6976.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DO6976.been affixed to the stable North American tectonic plate. See 
 DO6976.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DO6976
 DO6976.The horizontal coordinates are valid at the epoch date displayed above
 DO6976.which is a decimal equivalence of Year/Month/Day.
 DO6976
 DO6976.The orthometric height was determined by differential leveling and
 DO6976.adjusted by the NATIONAL GEODETIC SURVEY
 DO6976.in March 2020.
 DO6976
 DO6976.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO6976.GEOID18 height accuracy estimate available here.
 DO6976
 DO6976.Click photographs - Photos may exist for this station.
 DO6976
 DO6976.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DO6976
 DO6976.The Laplace correction was computed from DEFLEC18 derived deflections.
 DO6976
 DO6976.The ellipsoidal height was determined by GPS observations
 DO6976.and is referenced to NAD 83.
 DO6976
 DO6976.The dynamic height is computed by dividing the NAVD 88
 DO6976.geopotential number by the normal gravity value computed on the
 DO6976.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO6976.degrees latitude (g = 980.6199 gals.).
 DO6976
 DO6976.The modeled gravity was interpolated from observed gravity values.
 DO6976
 DO6976. The following values were computed from the NAD 83(2011) position.
 DO6976
 DO6976;                    North         East     Units Scale Factor Converg.
 DO6976;SPC MN C     -   192,931.499   642,666.893   MT  0.99996246   -1 27 52.8
 DO6976;SPC MN C     -   632,976.09  2,108,482.96   sFT  0.99996246   -1 27 52.8
 DO6976;UTM  14      - 5,077,441.125   711,711.990   MT  1.00015107   +1 57 18.3
 DO6976
 DO6976!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DO6976!SPC MN C     -   0.99995497  x   0.99996246  =   0.99991743
 DO6976!UTM  14      -   0.99995497  x   1.00015107  =   1.00010603
 DO6976
 DO6976_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQR1171177441(NAD 83)
 DO6976
 DO6976                          SUPERSEDED SURVEY CONTROL
 DO6976
 DO6976  NAVD 88 (06/17/14)  313.671  (m)         1029.10   (f) SUPERSEDED  2 1
 DO6976
 DO6976.Superseded values are not recommended for survey control.
 DO6976
 DO6976.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DO6976.See file dsdata.pdf to determine how the superseded data were derived.
 DO6976
 DO6976_MARKER: DB = BENCH MARK DISK
 DO6976_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DO6976_STAMPING: 059
 DO6976_MARK LOGO: BOISDE
 DO6976_PROJECTION: RECESSED 3 CENTIMETERS
 DO6976_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DO6976_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DO6976_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DO6976+SATELLITE: SATELLITE OBSERVATIONS - December 03, 2019
 DO6976
 DO6976  HISTORY     - Date     Condition        Report By
 DO6976  HISTORY     - 20100401 MONUMENTED       BOISDE
 DO6976  HISTORY     - 20101005 GOOD             MNDT
 DO6976  HISTORY     - 20130627 GOOD             MNDT
 DO6976  HISTORY     - 20191203 GOOD             MNDT
 DO6976
 DO6976                          STATION DESCRIPTION
 DO6976
 DO6976'DESCRIBED BY MN DEPT OF TRANSP 2010 (KMS)
 DO6976'THE BENCH MARK IS LOCATED ABOUT 10.1 MI (16.3 KM) NORTHEAST OF DUMONT,
 DO6976'9.1 MI (14.6 KM) SOUTH OF CHARLESVILLE AND 6.4 MI (10.3 KM) WEST OF
 DO6976'HERMAN.
 DO6976'
 DO6976'10.5 MILES EAST OF WHEATON, 10.4 MI (16.7 KM) EAST ALONG TRUNK HIGHWAY
 DO6976'27 FROM THE JUNCTION OF TRUNK HIGHWAY 27 AND TRUNK HIGHWAY 75 IN
 DO6976'WHEATON TO TRUNK HIGHWAY 27 MILE POINT 34.5, THENCE 1.0 MI (1.6 KM)
 DO6976'NORTH ON (COUNTY ROAD 91)GRAVEL ROAD.
 DO6976'
 DO6976'THE BENCH MARK IS FOUND 45.0 FT (13.7 M) EAST OF GRAVEL ROAD, 68.6 FT
 DO6976'(20.9 M) NORTH OF COUNTY ROAD 78, A MINIMUM MAINTENANCE ROAD, 11.6 FT
 DO6976'(3.5 M) SOUTH OF A POWER POLE AND 1.4 FT (0.4 M) SOUTH OF A WITNESS
 DO6976'POST.
 DO6976
 DO6976                          STATION RECOVERY (2013)
 DO6976
 DO6976'RECOVERY NOTE BY MN DEPT OF TRANSP 2013 (BEN)
 DO6976'RECOVERED AS DESCRIBED.
 DO6976
 DO6976                          STATION RECOVERY (2019)
 DO6976
 DO6976'RECOVERY NOTE BY MN DEPT OF TRANSP 2019 (KMS)
 DO6976'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DM3031 ***********************************************************************
 DM3031  HT_MOD      -  This is a Height Modernization Survey Station.
 DM3031  DESIGNATION -  060
 DM3031  PID         -  DM3031
 DM3031  STATE/COUNTY-  MN/TRAVERSE
 DM3031  COUNTRY     -  US
 DM3031  USGS QUAD   -  GRACEVILLE NE (2019)
 DM3031
 DM3031                         *CURRENT SURVEY CONTROL
 DM3031  ______________________________________________________________________
 DM3031* NAD 83(2011) POSITION- 45 42 57.80653(N) 096 17 45.25438(W)   ADJUSTED
 DM3031* NAD 83(2011) ELLIP HT-   294.570 (meters)        (06/27/12)   ADJUSTED
 DM3031* NAD 83(2011) EPOCH   -  2010.00
 DM3031* NAVD 88 ORTHO HEIGHT -   320.85  (meters)     1052.7   (feet) GPS OBS
 DM3031  ______________________________________________________________________
 DM3031  NAVD 88 orthometric height was determined with geoid model    GEOID03
 DM3031  GEOID HEIGHT    -        -26.218 (meters)                     GEOID03
 DM3031  GEOID HEIGHT    -        -26.278 (meters)                     GEOID18
 DM3031  NAD 83(2011) X  -   -489,226.812 (meters)                     COMP
 DM3031  NAD 83(2011) Y  - -4,434,267.351 (meters)                     COMP
 DM3031  NAD 83(2011) Z  -  4,543,478.971 (meters)                     COMP
 DM3031  LAPLACE CORR    -          0.38  (seconds)                    DEFLEC18
 DM3031
 DM3031  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DM3031  Standards:
 DM3031         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DM3031            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DM3031  -------------------------------------------------------------------
 DM3031  NETWORK    0.56   0.65           0.25   0.20   0.33      0.09536985
 DM3031  -------------------------------------------------------------------
 DM3031  Click here for local accuracies and other accuracy information.
 DM3031
 DM3031.The horizontal coordinates were established by GPS observations
 DM3031.and adjusted by the National Geodetic Survey in June 2012.
 DM3031
 DM3031.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DM3031.been affixed to the stable North American tectonic plate. See 
 DM3031.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DM3031
 DM3031.The horizontal coordinates are valid at the epoch date displayed above
 DM3031.which is a decimal equivalence of Year/Month/Day.
 DM3031
 DM3031.The orthometric height was determined by GPS observations and a
 DM3031.high-resolution geoid model using precise GPS observation and
 DM3031.processing techniques.
 DM3031
 DM3031.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM3031.GEOID18 height accuracy estimate available here.
 DM3031
 DM3031.Click photographs - Photos may exist for this station.
 DM3031
 DM3031.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DM3031
 DM3031.The Laplace correction was computed from DEFLEC18 derived deflections.
 DM3031
 DM3031.The ellipsoidal height was determined by GPS observations
 DM3031.and is referenced to NAD 83.
 DM3031
 DM3031. The following values were computed from the NAD 83(2011) position.
 DM3031
 DM3031;                    North         East     Units Scale Factor Converg.
 DM3031;SPC MN C     -   181,644.637   640,729.731   MT  0.99997995   -1 28 47.9
 DM3031;SPC MN C     -   595,945.78  2,102,127.46   sFT  0.99997995   -1 28 47.9
 DM3031;UTM  14      - 5,066,056.832   710,451.001   MT  1.00014454   +1 56 11.5
 DM3031
 DM3031!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DM3031!SPC MN C     -   0.99995382  x   0.99997995  =   0.99993377
 DM3031!UTM  14      -   0.99995382  x   1.00014454  =   1.00009835
 DM3031
 DM3031_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQR1045166056(NAD 83)
 DM3031
 DM3031                          SUPERSEDED SURVEY CONTROL
 DM3031
 DM3031  NAD 83(2007)-  45 42 57.80634(N)    096 17 45.25555(W) AD(2002.00) 1
 DM3031  ELLIP H (08/31/10)  294.603  (m)                       GP(2002.00) 3 1
 DM3031
 DM3031.Superseded values are not recommended for survey control.
 DM3031
 DM3031.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DM3031.See file dsdata.pdf to determine how the superseded data were derived.
 DM3031
 DM3031_MARKER: DB = BENCH MARK DISK
 DM3031_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 DM3031+WITH SETTING: INFORMATION.
 DM3031_STAMPING: 060
 DM3031_MARK LOGO: BOISDE
 DM3031_PROJECTION: FLUSH
 DM3031_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DM3031_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DM3031_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DM3031+SATELLITE: SATELLITE OBSERVATIONS - June 16, 2021
 DM3031
 DM3031  HISTORY     - Date     Condition        Report By
 DM3031  HISTORY     - 20080401 MONUMENTED       BOISDE
 DM3031  HISTORY     - 20090806 GOOD             MNDT
 DM3031  HISTORY     - 20101023 GOOD             WOOLPT
 DM3031  HISTORY     - 20130709 GOOD             MNDT
 DM3031  HISTORY     - 20210616 GOOD             MNDT
 DM3031
 DM3031                          STATION DESCRIPTION
 DM3031
 DM3031'DESCRIBED BY MN DEPT OF TRANSP 2009 (MPP)
 DM3031'THE MARK WAS RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.
 DM3031'THE MARK IS 6.0 MILES EAST OF DUMONT, 6.35 MILES EAST ALONG COUNTY
 DM3031'ROAD 6 FROM JUNCTION OF COUNTY ROAD 6 AND TRUNK HIGHWAY 75 IN DUMONT,
 DM3031'83.0 FEET SOUTH OF COUNTY ROAD 6, 70.0 FEET WEST OF COUNTY ROAD 15,
 DM3031'8.2 FEET NORTHWEST OF POWER POLE, 4.0 FEET NORTH OF NORTHWEST CORNER
 DM3031'OF CABLE BOX, 1.0 FOOT SOUTHWEST OF WITNESS POST.
 DM3031
 DM3031                          STATION RECOVERY (2010)
 DM3031
 DM3031'RECOVERY NOTE BY WOOLPERT CONSULTANTS 2010 (JWK)
 DM3031'RECOVERED IN GOOD CONDITION.
 DM3031
 DM3031                          STATION RECOVERY (2013)
 DM3031
 DM3031'RECOVERY NOTE BY MN DEPT OF TRANSP 2013 (MPP)
 DM3031'RECOVERED AS DESCRIBED.
 DM3031
 DM3031                          STATION RECOVERY (2021)
 DM3031
 DM3031'RECOVERY NOTE BY MN DEPT OF TRANSP 2021 (TJD)
 DM3031'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DO6972 ***********************************************************************
 DO6972  DESIGNATION -  060 A
 DO6972  PID         -  DO6972
 DO6972  STATE/COUNTY-  MN/TRAVERSE
 DO6972  COUNTRY     -  US
 DO6972  USGS QUAD   -  WHEATON SE (2019)
 DO6972
 DO6972                         *CURRENT SURVEY CONTROL
 DO6972  ______________________________________________________________________
 DO6972* NAD 83(1986) POSITION- 45 49 03.5    (N) 096 18 58.0    (W)   HD_HELD2
 DO6972* NAVD 88 ORTHO HEIGHT -   310.848 (meters)     1019.84  (feet) ADJUSTED
 DO6972  ______________________________________________________________________
 DO6972  GEOID HEIGHT    -        -26.410 (meters)                     GEOID18
 DO6972  DYNAMIC HEIGHT  -        310.842 (meters)     1019.82  (feet) COMP
 DO6972  MODELED GRAVITY -    980,588.1   (mgal)                       NAVD 88
 DO6972
 DO6972  VERT ORDER      -  SECOND    CLASS I
 DO6972
 DO6972.The horizontal coordinates were established by autonomous hand held GPS
 DO6972.observations and have an estimated accuracy of +/- 10 meters.
 DO6972
 DO6972.The orthometric height was determined by differential leveling and
 DO6972.adjusted by the NATIONAL GEODETIC SURVEY
 DO6972.in March 2020.
 DO6972
 DO6972.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO6972.GEOID18 height accuracy estimate available here.
 DO6972
 DO6972.Click photographs - Photos may exist for this station.
 DO6972
 DO6972.The dynamic height is computed by dividing the NAVD 88
 DO6972.geopotential number by the normal gravity value computed on the
 DO6972.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO6972.degrees latitude (g = 980.6199 gals.).
 DO6972
 DO6972.The modeled gravity was interpolated from observed gravity values.
 DO6972
 DO6972;                    North         East    Units  Estimated Accuracy
 DO6972;SPC MN C     -   192,972.      639,451.      MT  (+/- 10 meters HH2 GPS)
 DO6972
 DO6972_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQR0849977289(NAD 83)
 DO6972
 DO6972                          SUPERSEDED SURVEY CONTROL
 DO6972
 DO6972  NAVD 88 (06/17/14)  310.870  (m)         1019.91   (f) SUPERSEDED  2 1
 DO6972
 DO6972.Superseded values are not recommended for survey control.
 DO6972
 DO6972.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DO6972.See file dsdata.pdf to determine how the superseded data were derived.
 DO6972
 DO6972_MARKER: DB = BENCH MARK DISK
 DO6972_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DO6972_STAMPING: 060
 DO6972_MARK LOGO: BOISDE
 DO6972_PROJECTION: FLUSH
 DO6972_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DO6972_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DO6972_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DO6972+SATELLITE: SATELLITE OBSERVATIONS - October 05, 2010
 DO6972
 DO6972  HISTORY     - Date     Condition        Report By
 DO6972  HISTORY     - 19990401 MONUMENTED       BOISDE
 DO6972  HISTORY     - 20101005 GOOD             MNDT
 DO6972
 DO6972                          STATION DESCRIPTION
 DO6972
 DO6972'DESCRIBED BY MN DEPT OF TRANSP 2010 (KMS)
 DO6972'THE BENCH MARK IS LOCATED ABOUT 8.9 MI (14.3 KM) EAST OF WHEATON, 8.8
 DO6972'MI (14.2 KM) NORTHEAST OF DUMONT AND 8.4 MI (13.5 KM) WEST OF HERMAN.
 DO6972'
 DO6972'8.0 MILES EAST OF WHEATON, 8.4 MI (13.5 KM) EAST ALONG TRUNK HIGHWAY
 DO6972'27 FROM SOUTH JUNCTION OF TRUNK HIGHWAY 27 AND TRUNK HIGHWAY 75 IN
 DO6972'WHEATON TO TRUNK HIGHWAY 27 MILE POINT 32.5, THEN 1.0 MI (1.6 KM)
 DO6972'NORTH ON MINIMUM MAINTENANCE ROAD.
 DO6972'
 DO6972'THE BENCH MARK IS FOUND 30.0 FT (9.1 M) NORTH OF MINIMUM MAINTENANCE
 DO6972'ROAD, 34.0 FT (10.4 M) EAST OF COUNTY ROAD 13 AND 1.6 FT (0.5 M) SOUTH
 DO6972'OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 QQ0536 ***********************************************************************
 QQ0536  DESIGNATION -  0601 AA RESET
 QQ0536  PID         -  QQ0536
 QQ0536  STATE/COUNTY-  MN/BIG STONE
 QQ0536  COUNTRY     -  US
 QQ0536  USGS QUAD   -  ODESSA (2019)
 QQ0536
 QQ0536                         *CURRENT SURVEY CONTROL
 QQ0536  ______________________________________________________________________
 QQ0536* NAD 83(1996) POSITION- 45 15 35.17594(N) 096 17 43.59010(W)   ADJUSTED
 QQ0536* NAVD 88 ORTHO HEIGHT -   310.5   (meters)     1019.    (feet) VERTCON3
 QQ0536  ______________________________________________________________________
 QQ0536  GEOID HEIGHT    -        -26.185 (meters)                     GEOID18
 QQ0536  LAPLACE CORR    -         -2.70  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 QQ0536.GEOID18 height accuracy estimate available here.
 QQ0536
 QQ0536.Click photographs - Photos may exist for this station.
 QQ0536
 QQ0536.The Laplace correction was computed from DEFLEC18 derived deflections.
 QQ0536
 QQ0536. The following values were computed from the NAD 83(1996) position.
 QQ0536
 QQ0536;                    North         East     Units Scale Factor Converg.
 QQ0536;SPC MN S     -   353,625.310   619,853.307   MT  1.00000970   -1 36 32.2
 QQ0536;SPC MN S     - 1,160,185.70  2,033,635.39   sFT  1.00000970   -1 36 32.2
 QQ0536;UTM  14      - 5,015,366.980   712,194.557   MT  1.00015366   +1 55 18.4
 QQ0536
 QQ0536!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QQ0536!SPC MN S     -   0.99995543  x   1.00000970  =   0.99996513
 QQ0536!UTM  14      -   0.99995543  x   1.00015366  =   1.00010908
 QQ0536
 QQ0536_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQR1219415366(NAD 83)
 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
 QQ0536.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QQ0536.See file dsdata.pdf to determine how the superseded data were derived.
 QQ0536
 QQ0536_MARKER: DB = BENCH MARK DISK
 QQ0536_STAMPING: UNKNOWN
 QQ0536_MARK LOGO: MNHD
 QQ0536_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QQ0536
 QQ0536  HISTORY     - Date     Condition        Report By
 QQ0536  HISTORY     - 1966     MONUMENTED       MNHD
 QQ0536  HISTORY     - 20070531 MARK NOT FOUND   MNDT
 QQ0536  HISTORY     - 20101027 MARK NOT FOUND   MNDT
 QQ0536
 QQ0536                          STATION DESCRIPTION
 QQ0536
 QQ0536'DESCRIBED BY MN HIGHWAY DEPT 1966
 QQ0536'THE STATION IS LOCATED ABOUT 2.0 MILES EAST OF THE TOWN OF ODESSA IN
 QQ0536'THE SOUTHWEST 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 GO
 QQ0536'SOUTH ON T.H. 75 FOR 0.25 MILE TO BRIDGE ON STATION JUST SOUTH OF
 QQ0536'BRIDGE.
 QQ0536'
 QQ0536'REFERENCE MARK NO. 2 IS A MHD BENCH DISK STAMPED 0601 AA RESET 1963
 QQ0536'SET IN A CONCRETE MONUMENT AT THE JUNCTION T.H. 75 AND T.H. 7.  IT IS
 QQ0536'9.3 FEET SOUTH OF CURB, 10.8 FEET NORTHEAST OF CURB, 23.0 FEET
 QQ0536'WEST-NORTHWEST OF CURB, AND 0.2 FOOT NORTHEAST OF A STEEL BM WITNESS
 QQ0536'POST.  IT PROJECTS 0.1 FOOT.
 QQ0536
 QQ0536                          STATION RECOVERY (2007)
 QQ0536
 QQ0536'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (CAG)
 QQ0536'STA IS ABOUT 2.0 MILES EAST OF ODESSA ON EAST SHOULDER OF TRUNK
 QQ0536'HIGHWAY 75 AT A RAILROAD OVERPASS, 0.25 MILES SOUTH ALONG TRUNK
 QQ0536'HIGHWAY 75 FROM JUNCTION OF TRUNK HIGHWAY 75 AND TRUNK HIGHWAY 7 EAST
 QQ0536'OF ODESSA TO BRIDGE JUST SOUTH OF BRIDGE, 9.3 FEET SOUTH OF CURB, 10.8
 QQ0536'FEET NORTHEAST OF CURB, 23.0 FEET WEST-NORTHWEST OF CURB, 0.2 FEET
 QQ0536'NORTHEAST OF WITNESS POST.
 QQ0536
 QQ0536                          STATION RECOVERY (2010)
 QQ0536
 QQ0536'RECOVERY NOTE BY MN DEPT OF TRANSP 2010 (PJG)
 QQ0536'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DN8467 ***********************************************************************
 DN8467  DESIGNATION -  0601 B
 DN8467  PID         -  DN8467
 DN8467  STATE/COUNTY-  MN/BIG STONE
 DN8467  COUNTRY     -  US
 DN8467  USGS QUAD   -  ODESSA (2019)
 DN8467
 DN8467                         *CURRENT SURVEY CONTROL
 DN8467  ______________________________________________________________________
 DN8467* NAD 83(2011) POSITION- 45 15 12.88181(N) 096 16 54.50076(W)   ADJUSTED
 DN8467* NAD 83(2011) ELLIP HT-   265.959 (meters)        (08/01/14)   ADJUSTED
 DN8467* NAD 83(2011) EPOCH   -  2010.00
 DN8467* NAVD 88 ORTHO HEIGHT -   292.150 (meters)      958.50  (feet) ADJUSTED
 DN8467  ______________________________________________________________________
 DN8467  GEOID HEIGHT    -        -26.198 (meters)                     GEOID18
 DN8467  NAD 83(2011) X  -   -492,144.070 (meters)                     COMP
 DN8467  NAD 83(2011) Y  - -4,470,800.982 (meters)                     COMP
 DN8467  NAD 83(2011) Z  -  4,507,420.280 (meters)                     COMP
 DN8467  LAPLACE CORR    -         -2.74  (seconds)                    DEFLEC18
 DN8467  DYNAMIC HEIGHT  -        292.129 (meters)      958.43  (feet) COMP
 DN8467  MODELED GRAVITY -    980,538.2   (mgal)                       NAVD 88
 DN8467
 DN8467  VERT ORDER      -  SECOND    CLASS I
 DN8467
 DN8467  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DN8467  Standards:
 DN8467         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DN8467            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DN8467  -------------------------------------------------------------------
 DN8467  NETWORK    0.37   0.53           0.17   0.13   0.27     -0.02974694
 DN8467  -------------------------------------------------------------------
 DN8467  Click here for local accuracies and other accuracy information.
 DN8467
 DN8467.The horizontal coordinates were established by GPS observations
 DN8467.and adjusted by the MN DEPT OF TRANSP in August 2014.
 DN8467
 DN8467.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DN8467.been affixed to the stable North American tectonic plate. See 
 DN8467.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DN8467
 DN8467.The horizontal coordinates are valid at the epoch date displayed above
 DN8467.which is a decimal equivalence of Year/Month/Day.
 DN8467
 DN8467.The orthometric height was determined by differential leveling and
 DN8467.adjusted by the NATIONAL GEODETIC SURVEY
 DN8467.in February 2013.
 DN8467
 DN8467.Significant digits in the geoid height do not necessarily reflect accuracy.
 DN8467.GEOID18 height accuracy estimate available here.
 DN8467
 DN8467.Click photographs - Photos may exist for this station.
 DN8467
 DN8467.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DN8467
 DN8467.The Laplace correction was computed from DEFLEC18 derived deflections.
 DN8467
 DN8467.The ellipsoidal height was determined by GPS observations
 DN8467.and is referenced to NAD 83.
 DN8467
 DN8467.The dynamic height is computed by dividing the NAVD 88
 DN8467.geopotential number by the normal gravity value computed on the
 DN8467.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN8467.degrees latitude (g = 980.6199 gals.).
 DN8467
 DN8467.The modeled gravity was interpolated from observed gravity values.
 DN8467
 DN8467. The following values were computed from the NAD 83(2011) position.
 DN8467
 DN8467;                    North         East     Units Scale Factor Converg.
 DN8467;SPC MN S     -   352,907.360   620,903.969   MT  1.00000827   -1 35 57.8
 DN8467;SPC MN S     - 1,157,830.23  2,037,082.44   sFT  1.00000827   -1 35 57.8
 DN8467;UTM  14      - 5,014,715.000   713,287.599   MT  1.00015938   +1 55 52.6
 DN8467
 DN8467!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DN8467!SPC MN S     -   0.99995830  x   1.00000827  =   0.99996657
 DN8467!UTM  14      -   0.99995830  x   1.00015938  =   1.00011768
 DN8467
 DN8467_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQR1328714714(NAD 83)
 DN8467
 DN8467                          SUPERSEDED SURVEY CONTROL
 DN8467
 DN8467.No superseded survey control is available for this station.
 DN8467
 DN8467_MARKER: DB = BENCH MARK DISK
 DN8467_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 DN8467_STAMPING: 0601 B 1960
 DN8467_MARK LOGO: MNHD
 DN8467_PROJECTION: PROJECTING 5 CENTIMETERS
 DN8467_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DN8467_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DN8467_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DN8467+SATELLITE: SATELLITE OBSERVATIONS - May 19, 2025
 DN8467
 DN8467  HISTORY     - Date     Condition        Report By
 DN8467  HISTORY     - 19600401 MONUMENTED       MNHD
 DN8467  HISTORY     - 20101027 GOOD             MNDT
 DN8467  HISTORY     - 20110426 GOOD             MNDT
 DN8467  HISTORY     - 20160405 GOOD             MNDT
 DN8467  HISTORY     - 20250519 GOOD             MNDT
 DN8467
 DN8467                          STATION DESCRIPTION
 DN8467
 DN8467'DESCRIBED BY MN DEPT OF TRANSP 2010 (PJG)
 DN8467'THE MARK IS 2.3 MI (3.7 KM) SOUTHEAST OF ODESSA.
 DN8467'
 DN8467'TO REACH THE MARK GO 0.8 MI (1.3 KM) SOUTHEAST ALONG TRUNK HIGHWAY 7
 DN8467'FROM THE JUNCTION OF TRUNK HIGHWAY 75 AND TRUNK HIGHWAY 7.
 DN8467'
 DN8467'IT IS 91 FT (27.7 M) SOUTH OF TRUNK HIGHWAY 7, 100 FT (30.5 M) NORTH
 DN8467'OF RAILROAD, 0.5 FT (15 CM) NORTH OF A WITNESS POST.
 DN8467
 DN8467                          STATION RECOVERY (2011)
 DN8467
 DN8467'RECOVERY NOTE BY MN DEPT OF TRANSP 2011 (BXO)
 DN8467'2.3 MILES SOUTHEAST OF ODESSA, 0.8 MILE SOUTHEAST ALONG TRUNK HIGHWAY
 DN8467'7 FROM THE JUNCTION OF TRUNK HIGHWAY 75 AND TRUNK HIGHWAY 7, 91 FEET
 DN8467'SOUTH OF TRUNK HIGHWAY 7, 100 FEET NORTH OF RAILROAD, 0.5 FEET NORTH
 DN8467'OF WITNESS POST.
 DN8467
 DN8467                          STATION RECOVERY (2016)
 DN8467
 DN8467'RECOVERY NOTE BY MN DEPT OF TRANSP 2016 (KMS)
 DN8467'RECOVERED AS DESCRIBED.
 DN8467
 DN8467                          STATION RECOVERY (2025)
 DN8467
 DN8467'RECOVERY NOTE BY MN DEPT OF TRANSP 2025 (KMS)
 DN8467'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DN8469 ***********************************************************************
 DN8469  DESIGNATION -  0601 C
 DN8469  PID         -  DN8469
 DN8469  STATE/COUNTY-  MN/BIG STONE
 DN8469  COUNTRY     -  US
 DN8469  USGS QUAD   -  CORRELL (2019)
 DN8469
 DN8469                         *CURRENT SURVEY CONTROL
 DN8469  ______________________________________________________________________
 DN8469* NAD 83(1986) POSITION- 45 14 44.96   (N) 096 14 29.69   (W)   HD_HELD1
 DN8469* NAVD 88 ORTHO HEIGHT -   294.217 (meters)      965.28  (feet) ADJUSTED
 DN8469  ______________________________________________________________________
 DN8469  GEOID HEIGHT    -        -26.237 (meters)                     GEOID18
 DN8469  DYNAMIC HEIGHT  -        294.195 (meters)      965.20  (feet) COMP
 DN8469  MODELED GRAVITY -    980,536.5   (mgal)                       NAVD 88
 DN8469
 DN8469  VERT ORDER      -  SECOND    CLASS I
 DN8469
 DN8469.The horizontal coordinates were determined by differentially corrected
 DN8469.hand held GPS observations or other comparable positioning techniques
 DN8469.and have an estimated accuracy of +/- 3 meters.
 DN8469
 DN8469.The orthometric height was determined by differential leveling and
 DN8469.adjusted by the NATIONAL GEODETIC SURVEY
 DN8469.in February 2013.
 DN8469
 DN8469.Significant digits in the geoid height do not necessarily reflect accuracy.
 DN8469.GEOID18 height accuracy estimate available here.
 DN8469
 DN8469.Click photographs - Photos may exist for this station.
 DN8469
 DN8469.The dynamic height is computed by dividing the NAVD 88
 DN8469.geopotential number by the normal gravity value computed on the
 DN8469.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN8469.degrees latitude (g = 980.6199 gals.).
 DN8469
 DN8469.The modeled gravity was interpolated from observed gravity values.
 DN8469
 DN8469;                    North         East    Units  Estimated Accuracy
 DN8469;SPC MN S     -   351,958.3     624,036.8     MT  (+/- 3 meters HH1 GPS) 
 DN8469
 DN8469_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQR1647313960(NAD 83)
 DN8469
 DN8469                          SUPERSEDED SURVEY CONTROL
 DN8469
 DN8469.No superseded survey control is available for this station.
 DN8469
 DN8469_MARKER: DB = BENCH MARK DISK
 DN8469_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 DN8469_STAMPING: 0601 C 1960
 DN8469_MARK LOGO: MNHD
 DN8469_PROJECTION: PROJECTING 5 CENTIMETERS
 DN8469_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DN8469_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DN8469_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DN8469+SATELLITE: SATELLITE OBSERVATIONS - February 07, 2011
 DN8469
 DN8469  HISTORY     - Date     Condition        Report By
 DN8469  HISTORY     - 19600401 MONUMENTED       MNHD
 DN8469  HISTORY     - 20110207 GOOD             MNDT
 DN8469
 DN8469                          STATION DESCRIPTION
 DN8469
 DN8469'DESCRIBED BY MN DEPT OF TRANSP 2011 (MPP)
 DN8469'THE MARK IS 4.3 MI (6.9 KM) SOUTHEAST OF ODESSA.
 DN8469'
 DN8469'TO REACH THE GO 2.85 MI (4.6 KM) SOUTHEAST ALONG TRUNK HIGHWAY 7 FROM
 DN8469'THE JUNCTION OF TRUNK HIGHWAY 7 AND TRUNK HIGHWAY 75, AT TRUNK HIGHWAY
 DN8469'7 MILE POINT 37.25, 69 FT (21.0 M) SOUTH OF TRUNK HIGHWAY 7.
 DN8469'
 DN8469'IT IS 38 FT (11.6 M) EAST OF 640TH AVENUE, 31 FT (9.4 M) NORTH OF
 DN8469'RAILROAD, 0.5 FT (15 CM) NORTH OF SIGN POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DN8470 ***********************************************************************
 DN8470  DESIGNATION -  0601 D
 DN8470  PID         -  DN8470
 DN8470  STATE/COUNTY-  MN/BIG STONE
 DN8470  COUNTRY     -  US
 DN8470  USGS QUAD   -  CORRELL (2019)
 DN8470
 DN8470                         *CURRENT SURVEY CONTROL
 DN8470  ______________________________________________________________________
 DN8470* NAD 83(1986) POSITION- 45 14 31.01   (N) 096 13 15.52   (W)   HD_HELD1
 DN8470* NAVD 88 ORTHO HEIGHT -   299.471 (meters)      982.51  (feet) ADJUSTED
 DN8470  ______________________________________________________________________
 DN8470  GEOID HEIGHT    -        -26.257 (meters)                     GEOID18
 DN8470  DYNAMIC HEIGHT  -        299.450 (meters)      982.45  (feet) COMP
 DN8470  MODELED GRAVITY -    980,535.7   (mgal)                       NAVD 88
 DN8470
 DN8470  VERT ORDER      -  SECOND    CLASS I
 DN8470
 DN8470.The horizontal coordinates were determined by differentially corrected
 DN8470.hand held GPS observations or other comparable positioning techniques
 DN8470.and have an estimated accuracy of +/- 3 meters.
 DN8470
 DN8470.The orthometric height was determined by differential leveling and
 DN8470.adjusted by the NATIONAL GEODETIC SURVEY
 DN8470.in February 2013.
 DN8470
 DN8470.No vertical observational check was made to the station.
 DN8470
 DN8470.Significant digits in the geoid height do not necessarily reflect accuracy.
 DN8470.GEOID18 height accuracy estimate available here.
 DN8470
 DN8470.Click photographs - Photos may exist for this station.
 DN8470
 DN8470.The dynamic height is computed by dividing the NAVD 88
 DN8470.geopotential number by the normal gravity value computed on the
 DN8470.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN8470.degrees latitude (g = 980.6199 gals.).
 DN8470
 DN8470.The modeled gravity was interpolated from observed gravity values.
 DN8470
 DN8470;                    North         East    Units  Estimated Accuracy
 DN8470;SPC MN S     -   351,483.7     625,642.0     MT  (+/- 3 meters HH1 GPS) 
 DN8470
 DN8470_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQR1810513585(NAD 83)
 DN8470
 DN8470                          SUPERSEDED SURVEY CONTROL
 DN8470
 DN8470.No superseded survey control is available for this station.
 DN8470
 DN8470_MARKER: DB = BENCH MARK DISK
 DN8470_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 DN8470_STAMPING: 0601 D 1960
 DN8470_MARK LOGO: MNHD
 DN8470_PROJECTION: PROJECTING 10 CENTIMETERS
 DN8470_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DN8470_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DN8470_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DN8470+SATELLITE: SATELLITE OBSERVATIONS - February 07, 2011
 DN8470
 DN8470  HISTORY     - Date     Condition        Report By
 DN8470  HISTORY     - 19600401 MONUMENTED       MNHD
 DN8470  HISTORY     - 20110207 GOOD             MNDT
 DN8470
 DN8470                          STATION DESCRIPTION
 DN8470
 DN8470'DESCRIBED BY MN DEPT OF TRANSP 2011 (MPP)
 DN8470'THE MARK IS 3.1 MI (5.0 KM) WEST OF CORREL.
 DN8470'
 DN8470'TO REACH THE MARK GO 4.15 MI (6.7 KM) NORTHWEST ALONG TRUNK HIGHWAY 7
 DN8470'FROM THE JUNCTION OF TRUNK HIGHWAY 7 AND COUNTY ROAD 25 IN CORRELL, AT
 DN8470'TRUNK HIGHWAY MILE POINT 38.3.
 DN8470'
 DN8470'IT IS 68 FT (20.7 M) SOUTHWEST OF TRUNK HIGHWAY 7, 35 FT (10.7 M) WEST
 DN8470'OF 630TH AVENUE, 31 FT (9.4 M) NORTHEAST OF RAILROAD, 0.5 FT (15 CM)
 DN8470'NORTHWEST OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DN8468 ***********************************************************************
 DN8468  DESIGNATION -  0601 G
 DN8468  PID         -  DN8468
 DN8468  STATE/COUNTY-  MN/BIG STONE
 DN8468  COUNTRY     -  US
 DN8468  USGS QUAD   -  ODESSA (2019)
 DN8468
 DN8468                         *CURRENT SURVEY CONTROL
 DN8468  ______________________________________________________________________
 DN8468* NAD 83(1986) POSITION- 45 15 06.37   (N) 096 16 21.25   (W)   HD_HELD1
 DN8468* NAVD 88 ORTHO HEIGHT -   293.413 (meters)      962.64  (feet) ADJUSTED
 DN8468  ______________________________________________________________________
 DN8468  GEOID HEIGHT    -        -26.207 (meters)                     GEOID18
 DN8468  DYNAMIC HEIGHT  -        293.392 (meters)      962.57  (feet) COMP
 DN8468  MODELED GRAVITY -    980,537.8   (mgal)                       NAVD 88
 DN8468
 DN8468  VERT ORDER      -  SECOND    CLASS I
 DN8468
 DN8468.The horizontal coordinates were determined by differentially corrected
 DN8468.hand held GPS observations or other comparable positioning techniques
 DN8468.and have an estimated accuracy of +/- 3 meters.
 DN8468
 DN8468.The orthometric height was determined by differential leveling and
 DN8468.adjusted by the NATIONAL GEODETIC SURVEY
 DN8468.in February 2013.
 DN8468
 DN8468.Significant digits in the geoid height do not necessarily reflect accuracy.
 DN8468.GEOID18 height accuracy estimate available here.
 DN8468
 DN8468.Click photographs - Photos may exist for this station.
 DN8468
 DN8468.The dynamic height is computed by dividing the NAVD 88
 DN8468.geopotential number by the normal gravity value computed on the
 DN8468.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN8468.degrees latitude (g = 980.6199 gals.).
 DN8468
 DN8468.The modeled gravity was interpolated from observed gravity values.
 DN8468
 DN8468;                    North         East    Units  Estimated Accuracy
 DN8468;SPC MN S     -   352,686.2     621,623.1     MT  (+/- 3 meters HH1 GPS) 
 DN8468
 DN8468_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQR1401914538(NAD 83)
 DN8468
 DN8468                          SUPERSEDED SURVEY CONTROL
 DN8468
 DN8468.No superseded survey control is available for this station.
 DN8468
 DN8468_MARKER: DD = SURVEY DISK
 DN8468_SETTING: 65 = SET IN UNSPECIFIED ROCK OR BOULDER
 DN8468_STAMPING: 0601 G 2011
 DN8468_MARK LOGO: MNDT
 DN8468_MAGNETIC: N = NO MAGNETIC MATERIAL
 DN8468_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DN8468_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DN8468+SATELLITE: SATELLITE OBSERVATIONS - April 05, 2016
 DN8468
 DN8468  HISTORY     - Date     Condition        Report By
 DN8468  HISTORY     - 20110211 MONUMENTED       MNDT
 DN8468  HISTORY     - 20160405 GOOD             MNDT
 DN8468
 DN8468                          STATION DESCRIPTION
 DN8468
 DN8468'DESCRIBED BY MN DEPT OF TRANSP 2011
 DN8468'THE MARK IS 2.8 MI (4.5 KM) SOUTHEAST OF ODESSA.
 DN8468'
 DN8468'TO REACH THE MARK GO 1.3 MI (2.1 KM) SOUTHEAST ALONG TRUNK HIGHWAY 7
 DN8468'FROM THE JUNCTION OF TRUNK HIGHWAY 75 AND TRUNK HIGHWAY 7.
 DN8468'
 DN8468'IT IS 52.5 FT (16.0 M) SOUTH OF TRUNK HIGHWAY 7, 72 FT (21.9 M) NORTH
 DN8468'OF NORTH RAIL OF RAILROAD, 38.5 FT (11.7 M) WEST OF ENTRANCE, 0.6 FT
 DN8468'(18 CM) NORTH OF A WITNESS POST.  DISK SET IN A DRILL HOLE.
 DN8468
 DN8468                          STATION RECOVERY (2016)
 DN8468
 DN8468'RECOVERY NOTE BY MN DEPT OF TRANSP 2016 (KMS)
 DN8468'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DQ3702 ***********************************************************************
 DQ3702  DESIGNATION -  0601 H
 DQ3702  PID         -  DQ3702
 DQ3702  STATE/COUNTY-  MN/BIG STONE
 DQ3702  COUNTRY     -  US
 DQ3702  USGS QUAD   -  ODESSA (2019)
 DQ3702
 DQ3702                         *CURRENT SURVEY CONTROL
 DQ3702  ______________________________________________________________________
 DQ3702* NAD 83(2011) POSITION- 45 15 00.57459(N) 096 15 43.82962(W)   ADJUSTED
 DQ3702* NAD 83(2011) ELLIP HT-   266.069 (meters)        (07/10/25)   ADJUSTED
 DQ3702* NAD 83(2011) EPOCH   -  2010.00
 DQ3702* NAVD 88 ORTHO HEIGHT -   292.280 (meters)      958.92  (feet) ADJUSTED
 DQ3702  ______________________________________________________________________
 DQ3702  GEOID HEIGHT    -        -26.217 (meters)                     GEOID18
 DQ3702  NAD 83(2011) X  -   -490,641.684 (meters)                     COMP
 DQ3702  NAD 83(2011) Y  - -4,471,237.654 (meters)                     COMP
 DQ3702  NAD 83(2011) Z  -  4,507,152.872 (meters)                     COMP
 DQ3702  LAPLACE CORR    -         -2.74  (seconds)                    DEFLEC18
 DQ3702  DYNAMIC HEIGHT  -        292.259 (meters)      958.85  (feet) COMP
 DQ3702  MODELED GRAVITY -    980,537.4   (mgal)                       NAVD 88
 DQ3702
 DQ3702  VERT ORDER      -  SECOND    CLASS I
 DQ3702
 DQ3702  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DQ3702  Standards:
 DQ3702         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DQ3702            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DQ3702  -------------------------------------------------------------------
 DQ3702  NETWORK    0.60   0.86           0.27   0.21   0.44     -0.06724106
 DQ3702  -------------------------------------------------------------------
 DQ3702  Click here for local accuracies and other accuracy information.
 DQ3702
 DQ3702.The horizontal coordinates were established by GPS observations
 DQ3702.and adjusted by the MN DEPT OF TRANSP in July 2025.
 DQ3702
 DQ3702.Refers to NAD 83 (2011) epoch 2010.00 coordinates where the reference 
 DQ3702.frame has been affixed to the stable North American tectonic plate 
 DQ3702
 DQ3702.The horizontal coordinates are valid at the epoch date displayed above
 DQ3702.which is a decimal equivalence of Year/Month/Day.
 DQ3702
 DQ3702.The orthometric height was determined by differential leveling and
 DQ3702.adjusted by the NATIONAL GEODETIC SURVEY
 DQ3702.in February 2018.
 DQ3702
 DQ3702.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ3702.GEOID18 height accuracy estimate available here.
 DQ3702
 DQ3702.Click photographs - Photos may exist for this station.
 DQ3702
 DQ3702.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DQ3702
 DQ3702.The Laplace correction was computed from DEFLEC18 derived deflections.
 DQ3702
 DQ3702.The ellipsoidal height was determined by GPS observations
 DQ3702.and is referenced to NAD 83.
 DQ3702
 DQ3702.The dynamic height is computed by dividing the NAVD 88
 DQ3702.geopotential number by the normal gravity value computed on the
 DQ3702.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ3702.degrees latitude (g = 980.6199 gals.).
 DQ3702
 DQ3702.The modeled gravity was interpolated from observed gravity values.
 DQ3702
 DQ3702. The following values were computed from the NAD 83(2011) position.
 DQ3702
 DQ3702;                    North         East     Units Scale Factor Converg.
 DQ3702;SPC MN S     -   352,484.737   622,433.862   MT  1.00000749   -1 35 08.2
 DQ3702;SPC MN S     - 1,156,443.67  2,042,101.76   sFT  1.00000749   -1 35 08.2
 DQ3702;UTM  14      - 5,014,387.343   714,840.857   MT  1.00016755   +1 56 42.4
 DQ3702
 DQ3702!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DQ3702!SPC MN S     -   0.99995829  x   1.00000749  =   0.99996578
 DQ3702!UTM  14      -   0.99995829  x   1.00016755  =   1.00012583
 DQ3702
 DQ3702_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQR1484014387(NAD 83)
 DQ3702
 DQ3702                          SUPERSEDED SURVEY CONTROL
 DQ3702
 DQ3702.No superseded survey control is available for this station.
 DQ3702
 DQ3702_MARKER: F = FLANGE-ENCASED ROD
 DQ3702_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DQ3702_STAMPING: 0601 H 2016
 DQ3702_MARK LOGO: MNDT
 DQ3702_PROJECTION: RECESSED 5 CENTIMETERS
 DQ3702_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DQ3702_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ3702_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ3702+SATELLITE: SATELLITE OBSERVATIONS - May 19, 2025
 DQ3702_ROD/PIPE-DEPTH: 4.0 meters
 DQ3702
 DQ3702  HISTORY     - Date     Condition        Report By
 DQ3702  HISTORY     - 20160419 MONUMENTED       MNDT
 DQ3702  HISTORY     - 20250519 GOOD             MNDT
 DQ3702
 DQ3702                          STATION DESCRIPTION
 DQ3702
 DQ3702'DESCRIBED BY MN DEPT OF TRANSP 2016
 DQ3702'THE MARK IS LOCATED 8.8 MI (14.2 KM) SOUTHEAST OF ORTONVILLE.
 DQ3702'
 DQ3702'TO REACH THE MARK GO 1.7 MI (2.7 KM) SOUTHEAST ALONG TRUNK HIGHWAY 7
 DQ3702'FROM THE JUNCTION OF TRUNK HIGHWAY 7 AND TRUNK HIGHWAY 75 (JUNCTION IS
 DQ3702'7.5 MI (12.1 KM) SOUTHEAST OF ORTONVILLE), AT TRUNK HIGHWAY 7 MILE
 DQ3702'POINT 36.25.
 DQ3702'
 DQ3702'THE MARK IS LOCATED 95.7 FT (29.2 M) NORTH-NORTHEAST OF TRUNK HIGHWAY
 DQ3702'7, 22.5 FT (6.9 M) WEST OF COUNTY ROAD 77 (650TH AVENUE), 1.5 FT (0.5
 DQ3702'M) EAST OF A WITNESS POST.
 DQ3702'
 DQ3702'NOTE-THE STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM ROD
 DQ3702'DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION REMOVABLE DISK
 DQ3702'SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH PVC
 DQ3702'PIPE BACK FILLED WITH WASHED SAND.
 DQ3702
 DQ3702                          STATION RECOVERY (2025)
 DQ3702
 DQ3702'RECOVERY NOTE BY MN DEPT OF TRANSP 2025 (KMS)
 DQ3702'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DQ3699 ***********************************************************************
 DQ3699  DESIGNATION -  0601 J
 DQ3699  PID         -  DQ3699
 DQ3699  STATE/COUNTY-  MN/BIG STONE
 DQ3699  COUNTRY     -  US
 DQ3699  USGS QUAD   -  CORRELL (2019)
 DQ3699
 DQ3699                         *CURRENT SURVEY CONTROL
 DQ3699  ______________________________________________________________________
 DQ3699* NAD 83(2011) POSITION- 45 14 22.51174(N) 096 12 23.61546(W)   ADJUSTED
 DQ3699* NAD 83(2011) ELLIP HT-   273.096 (meters)        (07/10/25)   ADJUSTED
 DQ3699* NAD 83(2011) EPOCH   -  2010.00
 DQ3699* NAVD 88 ORTHO HEIGHT -   299.357 (meters)      982.14  (feet) ADJUSTED
 DQ3699  ______________________________________________________________________
 DQ3699  GEOID HEIGHT    -        -26.270 (meters)                     GEOID18
 DQ3699  NAD 83(2011) X  -   -486,392.128 (meters)                     COMP
 DQ3699  NAD 83(2011) Y  - -4,472,546.288 (meters)                     COMP
 DQ3699  NAD 83(2011) Z  -  4,506,330.501 (meters)                     COMP
 DQ3699  LAPLACE CORR    -         -2.55  (seconds)                    DEFLEC18
 DQ3699  DYNAMIC HEIGHT  -        299.335 (meters)      982.07  (feet) COMP
 DQ3699  MODELED GRAVITY -    980,535.2   (mgal)                       NAVD 88
 DQ3699
 DQ3699  VERT ORDER      -  SECOND    CLASS I
 DQ3699
 DQ3699  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DQ3699  Standards:
 DQ3699         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DQ3699            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DQ3699  -------------------------------------------------------------------
 DQ3699  NETWORK    0.60   0.84           0.28   0.20   0.43     -0.01434329
 DQ3699  -------------------------------------------------------------------
 DQ3699  Click here for local accuracies and other accuracy information.
 DQ3699
 DQ3699.The horizontal coordinates were established by GPS observations
 DQ3699.and adjusted by the MN DEPT OF TRANSP in July 2025.
 DQ3699
 DQ3699.Refers to NAD 83 (2011) epoch 2010.00 coordinates where the reference 
 DQ3699.frame has been affixed to the stable North American tectonic plate 
 DQ3699
 DQ3699.The horizontal coordinates are valid at the epoch date displayed above
 DQ3699.which is a decimal equivalence of Year/Month/Day.
 DQ3699
 DQ3699.The orthometric height was determined by differential leveling and
 DQ3699.adjusted by the NATIONAL GEODETIC SURVEY
 DQ3699.in February 2018.
 DQ3699
 DQ3699.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ3699.GEOID18 height accuracy estimate available here.
 DQ3699
 DQ3699.Click photographs - Photos may exist for this station.
 DQ3699
 DQ3699.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DQ3699
 DQ3699.The Laplace correction was computed from DEFLEC18 derived deflections.
 DQ3699
 DQ3699.The ellipsoidal height was determined by GPS observations
 DQ3699.and is referenced to NAD 83.
 DQ3699
 DQ3699.The dynamic height is computed by dividing the NAVD 88
 DQ3699.geopotential number by the normal gravity value computed on the
 DQ3699.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ3699.degrees latitude (g = 980.6199 gals.).
 DQ3699
 DQ3699.The modeled gravity was interpolated from observed gravity values.
 DQ3699
 DQ3699. The following values were computed from the NAD 83(2011) position.
 DQ3699
 DQ3699;                    North         East     Units Scale Factor Converg.
 DQ3699;SPC MN S     -   351,190.784   626,766.495   MT  1.00000509   -1 32 47.9
 DQ3699;SPC MN S     - 1,152,198.43  2,056,316.41   sFT  1.00000509   -1 32 47.9
 DQ3699;UTM  14      - 5,013,362.497   719,245.716   MT  1.00019107   +1 59 03.4
 DQ3699
 DQ3699!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DQ3699!SPC MN S     -   0.99995719  x   1.00000509  =   0.99996227
 DQ3699!UTM  14      -   0.99995719  x   1.00019107  =   1.00014825
 DQ3699
 DQ3699_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQR1924513362(NAD 83)
 DQ3699
 DQ3699                          SUPERSEDED SURVEY CONTROL
 DQ3699
 DQ3699.No superseded survey control is available for this station.
 DQ3699
 DQ3699_MARKER: F = FLANGE-ENCASED ROD
 DQ3699_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DQ3699_STAMPING: 0601 J 2016
 DQ3699_MARK LOGO: MNDT
 DQ3699_PROJECTION: RECESSED 5 CENTIMETERS
 DQ3699_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DQ3699_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ3699_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ3699+SATELLITE: SATELLITE OBSERVATIONS - May 19, 2025
 DQ3699_ROD/PIPE-DEPTH: 8.2 meters
 DQ3699
 DQ3699  HISTORY     - Date     Condition        Report By
 DQ3699  HISTORY     - 20160416 MONUMENTED       MNDT
 DQ3699  HISTORY     - 20250519 GOOD             MNDT
 DQ3699
 DQ3699                          STATION DESCRIPTION
 DQ3699
 DQ3699'DESCRIBED BY MN DEPT OF TRANSP 2016
 DQ3699'THE MARK IS LOCATED 2.3 MI (3.7 KM) NORTHWEST OF CORRELL.
 DQ3699'
 DQ3699'TO REACH THE MARK GO 2.4 MI (3.9 KM) NORTHWEST ALONG TRUNK HIGHWAY 7
 DQ3699'FROM THE JUNCTION OF TRUNK HIGHWAY 7 AND COUNTY ROAD 25 IN CORRELL, AT
 DQ3699'TRUNK HIGHWAY 7 MILE POINT 39.05.
 DQ3699'
 DQ3699'THE MARK IS LOCATED 56.0 FT (17.1 M) NORTH-NORTHEAST OF TRUNK HIGHWAY
 DQ3699'7, 20.0 FT (6.1 M) WEST-NORTHWEST OF ENTRANCE, 1.5 FT (0.5 M)
 DQ3699'SOUTH-SOUTHWEST OF A WITNESS POST.
 DQ3699'
 DQ3699'NOTE - THE STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM
 DQ3699'ROD DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION REMOVABLE
 DQ3699'DISK SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH
 DQ3699'PVC PIPE BACK FILLED WITH WASHED SAND.
 DQ3699
 DQ3699                          STATION RECOVERY (2025)
 DQ3699
 DQ3699'RECOVERY NOTE BY MN DEPT OF TRANSP 2025 (KMS)
 DQ3699'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DQ3698 ***********************************************************************
 DQ3698  DESIGNATION -  0601 K
 DQ3698  PID         -  DQ3698
 DQ3698  STATE/COUNTY-  MN/BIG STONE
 DQ3698  COUNTRY     -  US
 DQ3698  USGS QUAD   -  CORRELL (2019)
 DQ3698
 DQ3698                         *CURRENT SURVEY CONTROL
 DQ3698  ______________________________________________________________________
 DQ3698* NAD 83(2011) POSITION- 45 14 08.30128(N) 096 11 08.59372(W)   ADJUSTED
 DQ3698* NAD 83(2011) ELLIP HT-   273.333 (meters)        (07/10/25)   ADJUSTED
 DQ3698* NAD 83(2011) EPOCH   -  2010.00
 DQ3698* NAVD 88 ORTHO HEIGHT -   299.612 (meters)      982.98  (feet) ADJUSTED
 DQ3698  ______________________________________________________________________
 DQ3698  GEOID HEIGHT    -        -26.289 (meters)                     GEOID18
 DQ3698  NAD 83(2011) X  -   -484,798.943 (meters)                     COMP
 DQ3698  NAD 83(2011) Y  - -4,473,032.754 (meters)                     COMP
 DQ3698  NAD 83(2011) Z  -  4,506,021.742 (meters)                     COMP
 DQ3698  LAPLACE CORR    -         -2.51  (seconds)                    DEFLEC18
 DQ3698  DYNAMIC HEIGHT  -        299.590 (meters)      982.90  (feet) COMP
 DQ3698  MODELED GRAVITY -    980,534.5   (mgal)                       NAVD 88
 DQ3698
 DQ3698  VERT ORDER      -  SECOND    CLASS I
 DQ3698
 DQ3698  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DQ3698  Standards:
 DQ3698         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DQ3698            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DQ3698  -------------------------------------------------------------------
 DQ3698  NETWORK    0.57   0.82           0.26   0.20   0.42     -0.06583553
 DQ3698  -------------------------------------------------------------------
 DQ3698  Click here for local accuracies and other accuracy information.
 DQ3698
 DQ3698.The horizontal coordinates were established by GPS observations
 DQ3698.and adjusted by the MN DEPT OF TRANSP in July 2025.
 DQ3698
 DQ3698.Refers to NAD 83 (2011) epoch 2010.00 coordinates where the reference 
 DQ3698.frame has been affixed to the stable North American tectonic plate 
 DQ3698
 DQ3698.The horizontal coordinates are valid at the epoch date displayed above
 DQ3698.which is a decimal equivalence of Year/Month/Day.
 DQ3698
 DQ3698.The orthometric height was determined by differential leveling and
 DQ3698.adjusted by the NATIONAL GEODETIC SURVEY
 DQ3698.in February 2018.
 DQ3698
 DQ3698.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ3698.GEOID18 height accuracy estimate available here.
 DQ3698
 DQ3698.Click photographs - Photos may exist for this station.
 DQ3698
 DQ3698.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DQ3698
 DQ3698.The Laplace correction was computed from DEFLEC18 derived deflections.
 DQ3698
 DQ3698.The ellipsoidal height was determined by GPS observations
 DQ3698.and is referenced to NAD 83.
 DQ3698
 DQ3698.The dynamic height is computed by dividing the NAVD 88
 DQ3698.geopotential number by the normal gravity value computed on the
 DQ3698.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ3698.degrees latitude (g = 980.6199 gals.).
 DQ3698
 DQ3698.The modeled gravity was interpolated from observed gravity values.
 DQ3698
 DQ3698. The following values were computed from the NAD 83(2011) position.
 DQ3698
 DQ3698;                    North         East     Units Scale Factor Converg.
 DQ3698;SPC MN S     -   350,708.289   628,390.441   MT  1.00000420   -1 31 55.3
 DQ3698;SPC MN S     - 1,150,615.44  2,061,644.31   sFT  1.00000420   -1 31 55.3
 DQ3698;UTM  14      - 5,012,980.861   720,896.610   MT  1.00020001   +1 59 56.3
 DQ3698
 DQ3698!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DQ3698!SPC MN S     -   0.99995715  x   1.00000420  =   0.99996135
 DQ3698!UTM  14      -   0.99995715  x   1.00020001  =   1.00015715
 DQ3698
 DQ3698_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQR2089612980(NAD 83)
 DQ3698
 DQ3698                          SUPERSEDED SURVEY CONTROL
 DQ3698
 DQ3698.No superseded survey control is available for this station.
 DQ3698
 DQ3698_MARKER: F = FLANGE-ENCASED ROD
 DQ3698_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DQ3698_STAMPING: 0601 K 2016
 DQ3698_MARK LOGO: MNDT
 DQ3698_PROJECTION: RECESSED 3 CENTIMETERS
 DQ3698_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DQ3698_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ3698_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ3698+SATELLITE: SATELLITE OBSERVATIONS - May 19, 2025
 DQ3698_ROD/PIPE-DEPTH: 5.8 meters
 DQ3698
 DQ3698  HISTORY     - Date     Condition        Report By
 DQ3698  HISTORY     - 20160419 MONUMENTED       MNDT
 DQ3698  HISTORY     - 20210602 GOOD             MNDT
 DQ3698  HISTORY     - 20250519 GOOD             MNDT
 DQ3698
 DQ3698                          STATION DESCRIPTION
 DQ3698
 DQ3698'DESCRIBED BY MN DEPT OF TRANSP 2016
 DQ3698'THE MARK IS LOCATED 1.2 MI (1.9 KM) NORTHWEST OF CORRELL.
 DQ3698'
 DQ3698'TO REACH THE MARK GO 1.3 MI (2.1 KM) NORTHWEST ALONG TRUNK HIGHWAY 7
 DQ3698'FROM THE JUNCTION OF TRUNK HIGHWAY 7 AND THE-NORTHEAST OF TRUNK
 DQ3698'HIGHWAY 7.
 DQ3698'
 DQ3698'THE MARK IS LOCATED 29.0 FT (8.8 M) WEST OF ENTRANCE, 6.6 WEST OF
 DQ3698'610TH AVENUE EXTENDED, 1.5 FT (0.5 M) SOUTH-SOUTHWEST OF A WITNESS
 DQ3698'POST.
 DQ3698'
 DQ3698'NOTE-THE STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM ROD
 DQ3698'DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION REMOVABLE DISK
 DQ3698'SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH PVC
 DQ3698'PIPE BACK FILLED WITH WASHED SAND.
 DQ3698
 DQ3698                          STATION RECOVERY (2021)
 DQ3698
 DQ3698'RECOVERY NOTE BY MN DEPT OF TRANSP 2021 (SEL)
 DQ3698'RECOVERED IN GOOD CONDITION.
 DQ3698
 DQ3698                          STATION RECOVERY (2025)
 DQ3698
 DQ3698'RECOVERY NOTE BY MN DEPT OF TRANSP 2025 (KMS)
 DQ3698'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DQ3697 ***********************************************************************
 DQ3697  DESIGNATION -  0601 L
 DQ3697  PID         -  DQ3697
 DQ3697  STATE/COUNTY-  MN/BIG STONE
 DQ3697  COUNTRY     -  US
 DQ3697  USGS QUAD   -  CORRELL (2019)
 DQ3697
 DQ3697                         *CURRENT SURVEY CONTROL
 DQ3697  ______________________________________________________________________
 DQ3697* NAD 83(2011) POSITION- 45 13 55.15579(N) 096 09 58.83294(W)   ADJUSTED
 DQ3697* NAD 83(2011) ELLIP HT-   272.196 (meters)        (07/10/25)   ADJUSTED
 DQ3697* NAD 83(2011) EPOCH   -  2010.00
 DQ3697* NAVD 88 ORTHO HEIGHT -   298.490 (meters)      979.30  (feet) ADJUSTED
 DQ3697  ______________________________________________________________________
 DQ3697  GEOID HEIGHT    -        -26.307 (meters)                     GEOID18
 DQ3697  NAD 83(2011) X  -   -483,316.956 (meters)                     COMP
 DQ3697  NAD 83(2011) Y  - -4,473,482.136 (meters)                     COMP
 DQ3697  NAD 83(2011) Z  -  4,505,735.140 (meters)                     COMP
 DQ3697  LAPLACE CORR    -         -2.41  (seconds)                    DEFLEC18
 DQ3697  DYNAMIC HEIGHT  -        298.468 (meters)      979.22  (feet) COMP
 DQ3697  MODELED GRAVITY -    980,533.8   (mgal)                       NAVD 88
 DQ3697
 DQ3697  VERT ORDER      -  SECOND    CLASS I
 DQ3697
 DQ3697  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DQ3697  Standards:
 DQ3697         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DQ3697            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DQ3697  -------------------------------------------------------------------
 DQ3697  NETWORK    0.54   0.74           0.25   0.18   0.38     -0.09055657
 DQ3697  -------------------------------------------------------------------
 DQ3697  Click here for local accuracies and other accuracy information.
 DQ3697
 DQ3697.The horizontal coordinates were established by GPS observations
 DQ3697.and adjusted by the MN DEPT OF TRANSP in July 2025.
 DQ3697
 DQ3697.Refers to NAD 83 (2011) epoch 2010.00 coordinates where the reference 
 DQ3697.frame has been affixed to the stable North American tectonic plate 
 DQ3697
 DQ3697.The horizontal coordinates are valid at the epoch date displayed above
 DQ3697.which is a decimal equivalence of Year/Month/Day.
 DQ3697
 DQ3697.The orthometric height was determined by differential leveling and
 DQ3697.adjusted by the NATIONAL GEODETIC SURVEY
 DQ3697.in February 2018.
 DQ3697
 DQ3697.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ3697.GEOID18 height accuracy estimate available here.
 DQ3697
 DQ3697.Click photographs - Photos may exist for this station.
 DQ3697
 DQ3697.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DQ3697
 DQ3697.The Laplace correction was computed from DEFLEC18 derived deflections.
 DQ3697
 DQ3697.The ellipsoidal height was determined by GPS observations
 DQ3697.and is referenced to NAD 83.
 DQ3697
 DQ3697.The dynamic height is computed by dividing the NAVD 88
 DQ3697.geopotential number by the normal gravity value computed on the
 DQ3697.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ3697.degrees latitude (g = 980.6199 gals.).
 DQ3697
 DQ3697.The modeled gravity was interpolated from observed gravity values.
 DQ3697
 DQ3697. The following values were computed from the NAD 83(2011) position.
 DQ3697
 DQ3697;                    North         East     Units Scale Factor Converg.
 DQ3697;SPC MN S     -   350,262.111   629,900.772   MT  1.00000338   -1 31 06.4
 DQ3697;SPC MN S     - 1,149,151.61  2,066,599.45   sFT  1.00000338   -1 31 06.4
 DQ3697;UTM  14      - 5,012,628.479   722,431.861   MT  1.00020838   +2 00 45.4
 DQ3697
 DQ3697!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DQ3697!SPC MN S     -   0.99995733  x   1.00000338  =   0.99996071
 DQ3697!UTM  14      -   0.99995733  x   1.00020838  =   1.00016570
 DQ3697
 DQ3697_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQR2243112628(NAD 83)
 DQ3697
 DQ3697                          SUPERSEDED SURVEY CONTROL
 DQ3697
 DQ3697.No superseded survey control is available for this station.
 DQ3697
 DQ3697_MARKER: F = FLANGE-ENCASED ROD
 DQ3697_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DQ3697_STAMPING: 0601 L 2016
 DQ3697_MARK LOGO: MNDT
 DQ3697_PROJECTION: RECESSED 5 CENTIMETERS
 DQ3697_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DQ3697_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ3697_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ3697+SATELLITE: SATELLITE OBSERVATIONS - May 19, 2025
 DQ3697_ROD/PIPE-DEPTH: 4.0 meters
 DQ3697
 DQ3697  HISTORY     - Date     Condition        Report By
 DQ3697  HISTORY     - 20160419 MONUMENTED       MNDT
 DQ3697  HISTORY     - 20210602 GOOD             MNDT
 DQ3697  HISTORY     - 20250519 GOOD             MNDT
 DQ3697
 DQ3697                          STATION DESCRIPTION
 DQ3697
 DQ3697'DESCRIBED BY MN DEPT OF TRANSP 2016
 DQ3697'THE MARK IS LOCATED IN CORRELL.
 DQ3697'
 DQ3697'TO REACH THE MARK GO 0.35 MI (0.56 KM) NORTHWEST ALONG TRUNK HIGHWAY 7
 DQ3697'FROM THE JUNCTION OF TRUNK HIGHWAY 7 AND COUNTY ROAD 25 IN CORRELL, AT
 DQ3697'TRUNK HIGHWAY 7 MILE POINT 41.05.
 DQ3697'
 DQ3697'THE MARK IS LOCATED 48.0 FT (14.6 M) NORTH-NORTHEAST OF TRUNK HIGHWAY
 DQ3697'7, 37.0 FT (11.3 M) WEST-NORTHWEST OF ENTRANCE, 1.5 FT (0.5 M)
 DQ3697'SOUTH-SOUTHWEST OF A WITNESS POST.
 DQ3697'
 DQ3697'NOTE-THE STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM ROD
 DQ3697'DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION REMOVABLE DISK
 DQ3697'SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH PVC
 DQ3697'PIPE BACK FILLED WITH WASHED SAND.
 DQ3697
 DQ3697                          STATION RECOVERY (2021)
 DQ3697
 DQ3697'RECOVERY NOTE BY MN DEPT OF TRANSP 2021 (SEL)
 DQ3697'RECOVERED IN GOOD CONDITION.
 DQ3697
 DQ3697                          STATION RECOVERY (2025)
 DQ3697
 DQ3697'RECOVERY NOTE BY MN DEPT OF TRANSP 2025 (KMS)
 DQ3697'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DS3654 ***********************************************************************
 DS3654  HT_MOD      -  This is a Height Modernization Survey Station.
 DS3654  DESIGNATION -  0602 A
 DS3654  PID         -  DS3654
 DS3654  STATE/COUNTY-  MN/BIG STONE
 DS3654  COUNTRY     -  US
 DS3654  USGS QUAD   -  ORTONVILLE (2019)
 DS3654
 DS3654                         *CURRENT SURVEY CONTROL
 DS3654  ______________________________________________________________________
 DS3654* NAD 83(2011) POSITION- 45 17 58.33933(N) 096 26 29.06439(W)   ADJUSTED
 DS3654* NAD 83(2011) ELLIP HT-   273.514 (meters)        (06/05/25)   ADJUSTED
 DS3654* NAD 83(2011) EPOCH   -  2010.00
 DS3654* NAVD 88 ORTHO HEIGHT -   299.60  (meters)      982.9   (feet) GPS OBS
 DS3654  ______________________________________________________________________
 DS3654  GEOID HEIGHT    -        -26.084 (meters)                     GEOID18
 DS3654  NAD 83(2011) X  -   -504,189.270 (meters)                     COMP
 DS3654  NAD 83(2011) Y  - -4,465,811.551 (meters)                     COMP
 DS3654  NAD 83(2011) Z  -  4,511,020.163 (meters)                     COMP
 DS3654  LAPLACE CORR    -         -1.67  (seconds)                    DEFLEC18
 DS3654
 DS3654  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DS3654  Standards:
 DS3654         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DS3654            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DS3654  -------------------------------------------------------------------
 DS3654  NETWORK    0.21   0.49           0.09   0.08   0.25     -0.01781352
 DS3654  -------------------------------------------------------------------
 DS3654  Click here for local accuracies and other accuracy information.
 DS3654
 DS3654.The horizontal coordinates were established by GPS observations
 DS3654.and adjusted by the MN DEPT OF TRANSP in June 2025.
 DS3654
 DS3654.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DS3654.been affixed to the stable North American tectonic plate. See 
 DS3654.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DS3654
 DS3654.The horizontal coordinates are valid at the epoch date displayed above
 DS3654.which is a decimal equivalence of Year/Month/Day.
 DS3654
 DS3654.The orthometric height was determined by GPS observations and a
 DS3654.high-resolution geoid model using precise GPS observation and
 DS3654.processing techniques.
 DS3654
 DS3654.Significant digits in the geoid height do not necessarily reflect accuracy.
 DS3654.GEOID18 height accuracy estimate available here.
 DS3654
 DS3654.Click photographs - Photos may exist for this station.
 DS3654
 DS3654.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DS3654
 DS3654.The Laplace correction was computed from DEFLEC18 derived deflections.
 DS3654
 DS3654.The ellipsoidal height was determined by GPS observations
 DS3654.and is referenced to NAD 83.
 DS3654
 DS3654. The following values were computed from the NAD 83(2011) position.
 DS3654
 DS3654;                    North         East     Units Scale Factor Converg.
 DS3654;SPC MN S     -   358,374.971   608,533.229   MT  1.00001916   -1 42 40.5
 DS3654;SPC MN S     - 1,175,768.55  1,996,496.10   sFT  1.00001916   -1 42 40.5
 DS3654;UTM  14      - 5,019,410.958   700,602.201   MT  1.00009481   +1 49 09.3
 DS3654
 DS3654!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DS3654!SPC MN S     -   0.99995712  x   1.00001916  =   0.99997628
 DS3654!UTM  14      -   0.99995712  x   1.00009481  =   1.00005193
 DS3654
 DS3654_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQR0060219410(NAD 83)
 DS3654
 DS3654                          SUPERSEDED SURVEY CONTROL
 DS3654
 DS3654.No superseded survey control is available for this station.
 DS3654
 DS3654_MARKER: F = FLANGE-ENCASED ROD
 DS3654_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DS3654_STAMPING: 0602 A 2023
 DS3654_MARK LOGO: MNDT
 DS3654_PROJECTION: RECESSED 8 CENTIMETERS
 DS3654_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DS3654_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DS3654_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DS3654+SATELLITE: SATELLITE OBSERVATIONS - November 21, 2023
 DS3654_ROD/PIPE-DEPTH: 19.5 meters
 DS3654
 DS3654  HISTORY     - Date     Condition        Report By
 DS3654  HISTORY     - 20231121 MONUMENTED       MNDT
 DS3654
 DS3654                          STATION DESCRIPTION
 DS3654
 DS3654'DESCRIBED BY MN DEPT OF TRANSP 2023
 DS3654'THE MONUMENT IS LOCATED IN THE WEST CENTRAL PART OF MINNESOTA WITHIN
 DS3654'BIG STONE COUNTY, EAST OF THE SOUTH DAKOTA STATE LINE.
 DS3654'
 DS3654'THE MARK IS LOCATED ABOUT IN ORTONVILLE, AT THE WEST JUNCTION OF TRUNK
 DS3654'HIGHWAY 12 AND TRUNK HIGHWAY 7 IN ORTONVILLE, AT TRUNK HIGHWAY 12 MILE
 DS3654'POINT 0.8.
 DS3654'
 DS3654'MARK IS 192.0 FT (58.5 M) SOUTHWEST OF TRUNK HIGHWAY 7, 159.9 FT (48.7
 DS3654'M) NORTHWEST OF TRUNK HIGHWAY 12, 56.4 FT (17.2 M) NORTHEAST OF A BIKE
 DS3654'TRAIL, 2.4 FT (0.7 M) NORTHEAST OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DS3655 ***********************************************************************
 DS3655  HT_MOD      -  This is a Height Modernization Survey Station.
 DS3655  DESIGNATION -  0602 B
 DS3655  PID         -  DS3655
 DS3655  STATE/COUNTY-  MN/BIG STONE
 DS3655  COUNTRY     -  US
 DS3655  USGS QUAD   -  ORTONVILLE (2019)
 DS3655
 DS3655                         *CURRENT SURVEY CONTROL
 DS3655  ______________________________________________________________________
 DS3655* NAD 83(2011) POSITION- 45 17 30.57509(N) 096 27 10.80498(W)   ADJUSTED
 DS3655* NAD 83(2011) ELLIP HT-   269.365 (meters)        (06/05/25)   ADJUSTED
 DS3655* NAD 83(2011) EPOCH   -  2010.00
 DS3655* NAVD 88 ORTHO HEIGHT -   295.44  (meters)      969.3   (feet) GPS OBS
 DS3655  ______________________________________________________________________
 DS3655  GEOID HEIGHT    -        -26.067 (meters)                     GEOID18
 DS3655  NAD 83(2011) X  -   -505,161.121 (meters)                     COMP
 DS3655  NAD 83(2011) Y  - -4,466,311.894 (meters)                     COMP
 DS3655  NAD 83(2011) Z  -  4,510,414.246 (meters)                     COMP
 DS3655  LAPLACE CORR    -         -2.28  (seconds)                    DEFLEC18
 DS3655
 DS3655  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DS3655  Standards:
 DS3655         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DS3655            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DS3655  -------------------------------------------------------------------
 DS3655  NETWORK    0.44   0.74           0.19   0.17   0.38     -0.10105833
 DS3655  -------------------------------------------------------------------
 DS3655  Click here for local accuracies and other accuracy information.
 DS3655
 DS3655.The horizontal coordinates were established by GPS observations
 DS3655.and adjusted by the MN DEPT OF TRANSP in June 2025.
 DS3655
 DS3655.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DS3655.been affixed to the stable North American tectonic plate. See 
 DS3655.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DS3655
 DS3655.The horizontal coordinates are valid at the epoch date displayed above
 DS3655.which is a decimal equivalence of Year/Month/Day.
 DS3655
 DS3655.The orthometric height was determined by GPS observations and a
 DS3655.high-resolution geoid model using precise GPS observation and
 DS3655.processing techniques.
 DS3655
 DS3655.Significant digits in the geoid height do not necessarily reflect accuracy.
 DS3655.GEOID18 height accuracy estimate available here.
 DS3655
 DS3655.Click photographs - Photos may exist for this station.
 DS3655
 DS3655.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DS3655
 DS3655.The Laplace correction was computed from DEFLEC18 derived deflections.
 DS3655
 DS3655.The ellipsoidal height was determined by GPS observations
 DS3655.and is referenced to NAD 83.
 DS3655
 DS3655. The following values were computed from the NAD 83(2011) position.
 DS3655
 DS3655;                    North         East     Units Scale Factor Converg.
 DS3655;SPC MN S     -   357,545.439   607,598.479   MT  1.00001729   -1 43 09.8
 DS3655;SPC MN S     - 1,173,046.99  1,993,429.34   sFT  1.00001729   -1 43 09.8
 DS3655;UTM  14      - 5,018,525.376   699,720.238   MT  1.00009047   +1 48 38.7
 DS3655
 DS3655!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DS3655!SPC MN S     -   0.99995777  x   1.00001729  =   0.99997506
 DS3655!UTM  14      -   0.99995777  x   1.00009047  =   1.00004824
 DS3655
 DS3655_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPR9972018525(NAD 83)
 DS3655
 DS3655                          SUPERSEDED SURVEY CONTROL
 DS3655
 DS3655.No superseded survey control is available for this station.
 DS3655
 DS3655_MARKER: F = FLANGE-ENCASED ROD
 DS3655_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DS3655_STAMPING: 0602 B 2023
 DS3655_MARK LOGO: MNDT
 DS3655_PROJECTION: RECESSED 5 CENTIMETERS
 DS3655_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DS3655_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DS3655_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DS3655+SATELLITE: SATELLITE OBSERVATIONS - November 21, 2023
 DS3655_ROD/PIPE-DEPTH: 27.1 meters
 DS3655
 DS3655  HISTORY     - Date     Condition        Report By
 DS3655  HISTORY     - 20231121 MONUMENTED       MNDT
 DS3655
 DS3655                          STATION DESCRIPTION
 DS3655
 DS3655'DESCRIBED BY MN DEPT OF TRANSP 2023
 DS3655'LOCATED JUST EAST OF THE BORDER OF SOUTH DAKOTA IN BIG STONE COUNTY,
 DS3655'MINNESOTA.
 DS3655'
 DS3655'THE MARK IS LOCATED ABOUT IN ORTONVILLE, 0.8 MI (1.3 KM) SOUTHWEST
 DS3655'ALONG TRUNK HIGHWAY 12 FROM THE WEST JUNCTION OF TRUNK HIGHWAY 12 AND
 DS3655'TRUNK HIGHWAY 7 IN ORTONVILLE, AT TRUNK HIGHWAY 12 MILE POINT 0.05.
 DS3655'
 DS3655'LOCATED 70.2 FT (21.4 M) NORTHEAST OF TRUNK HIGHWAY 12, 214.1 FT (65.3
 DS3655'M) NORTHEAST OF COUNTY ROAD 39 (488TH AVENUE) EXTENDED, 34.9 FT (10.6
 DS3655'M) SOUTHWEST OF A FIELD ENTRANCE, 6.0 FT (1.8 M) SOUTHWEST OF A
 DS3655'WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DS3656 ***********************************************************************
 DS3656  HT_MOD      -  This is a Height Modernization Survey Station.
 DS3656  DESIGNATION -  0603 C RESET
 DS3656  PID         -  DS3656
 DS3656  STATE/COUNTY-  MN/BIG STONE
 DS3656  COUNTRY     -  US
 DS3656  USGS QUAD   -  ODESSA (2019)
 DS3656
 DS3656                         *CURRENT SURVEY CONTROL
 DS3656  ______________________________________________________________________
 DS3656* NAD 83(2011) POSITION- 45 17 54.05751(N) 096 18 10.33476(W)   ADJUSTED
 DS3656* NAD 83(2011) ELLIP HT-   300.524 (meters)        (06/05/25)   ADJUSTED
 DS3656* NAD 83(2011) EPOCH   -  2010.00
 DS3656* NAVD 88 ORTHO HEIGHT -   326.73  (meters)     1071.9   (feet) GPS OBS
 DS3656  ______________________________________________________________________
 DS3656  GEOID HEIGHT    -        -26.198 (meters)                     GEOID18
 DS3656  NAD 83(2011) X  -   -493,402.279 (meters)                     COMP
 DS3656  NAD 83(2011) Y  - -4,467,129.856 (meters)                     COMP
 DS3656  NAD 83(2011) Z  -  4,510,946.376 (meters)                     COMP
 DS3656  LAPLACE CORR    -         -2.38  (seconds)                    DEFLEC18
 DS3656
 DS3656  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DS3656  Standards:
 DS3656         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DS3656            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DS3656  -------------------------------------------------------------------
 DS3656  NETWORK    0.45   0.76           0.21   0.15   0.39     -0.07993168
 DS3656  -------------------------------------------------------------------
 DS3656  Click here for local accuracies and other accuracy information.
 DS3656
 DS3656.The horizontal coordinates were established by GPS observations
 DS3656.and adjusted by the MN DEPT OF TRANSP in June 2025.
 DS3656
 DS3656.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DS3656.been affixed to the stable North American tectonic plate. See 
 DS3656.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DS3656
 DS3656.The horizontal coordinates are valid at the epoch date displayed above
 DS3656.which is a decimal equivalence of Year/Month/Day.
 DS3656
 DS3656.The orthometric height was determined by GPS observations and a
 DS3656.high-resolution geoid model using precise GPS observation and
 DS3656.processing techniques.
 DS3656
 DS3656.Significant digits in the geoid height do not necessarily reflect accuracy.
 DS3656.GEOID18 height accuracy estimate available here.
 DS3656
 DS3656.Click photographs - Photos may exist for this station.
 DS3656
 DS3656.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DS3656
 DS3656.The Laplace correction was computed from DEFLEC18 derived deflections.
 DS3656
 DS3656.The ellipsoidal height was determined by GPS observations
 DS3656.and is referenced to NAD 83.
 DS3656
 DS3656. The following values were computed from the NAD 83(2011) position.
 DS3656
 DS3656;                    North         East     Units Scale Factor Converg.
 DS3656;SPC MN S     -   357,927.544   619,391.199   MT  1.00001887   -1 36 50.9
 DS3656;SPC MN S     - 1,174,300.62  2,032,119.29   sFT  1.00001887   -1 36 50.9
 DS3656;UTM  14      - 5,019,633.169   711,468.234   MT  1.00014987   +1 55 04.0
 DS3656
 DS3656!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DS3656!SPC MN S     -   0.99995289  x   1.00001887  =   0.99997175
 DS3656!UTM  14      -   0.99995289  x   1.00014987  =   1.00010275
 DS3656
 DS3656_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQR1146819633(NAD 83)
 DS3656
 DS3656                          SUPERSEDED SURVEY CONTROL
 DS3656
 DS3656.No superseded survey control is available for this station.
 DS3656
 DS3656_MARKER: I = METAL ROD
 DS3656_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DS3656_STAMPING: 0603 C RESET 2023
 DS3656_MARK LOGO: MNDT
 DS3656_PROJECTION: RECESSED 5 CENTIMETERS
 DS3656_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DS3656_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DS3656_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DS3656+SATELLITE: SATELLITE OBSERVATIONS - November 14, 2023
 DS3656_ROD/PIPE-DEPTH: 7.3 meters
 DS3656
 DS3656  HISTORY     - Date     Condition        Report By
 DS3656  HISTORY     - 20231114 MONUMENTED       MNDT
 DS3656
 DS3656                          STATION DESCRIPTION
 DS3656
 DS3656'DESCRIBED BY MN DEPT OF TRANSP 2023
 DS3656'THE MARK IS LOCATED IN BIG STONE COUNTY, MINNESOTA.
 DS3656'
 DS3656'THE MARK IS LOCATED ABOUT 6.7 MI (10.8 KM) EAST OF ORTONVILLE, 6.35 MI
 DS3656'(10.22 KM) EAST ALONG TRUNK HIGHWAY 12 FROM THE JUNCTION OF TRUNK
 DS3656'HIGHWAY 12 AND TRUNK HIGHWAY 75 IN ORTONVILLE, AT TRUNK HIGHWAY 12
 DS3656'MILE POINT 7.6.
 DS3656'
 DS3656'MARK IS 78.8 FT (24.0 M) NORTH OF TRUNK HIGHWAY 12, 58.7 FT (17.9 M)
 DS3656'EAST OF 670TH AVENUE, 15.6 FT (4.8 M) SOUTH OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DQ3672 ***********************************************************************
 DQ3672  DESIGNATION -  0603 D
 DQ3672  PID         -  DQ3672
 DQ3672  STATE/COUNTY-  MN/BIG STONE
 DQ3672  COUNTRY     -  US
 DQ3672  USGS QUAD   -  ODESSA (2019)
 DQ3672
 DQ3672                         *CURRENT SURVEY CONTROL
 DQ3672  ______________________________________________________________________
 DQ3672* NAD 83(2011) POSITION- 45 17 54.43136(N) 096 16 57.06351(W)   ADJUSTED
 DQ3672* NAD 83(2011) ELLIP HT-   304.498 (meters)        (06/05/25)   ADJUSTED
 DQ3672* NAD 83(2011) EPOCH   -  2010.00
 DQ3672* NAVD 88 ORTHO HEIGHT -   330.737 (meters)     1085.09  (feet) ADJUSTED
 DQ3672  ______________________________________________________________________
 DQ3672  GEOID HEIGHT    -        -26.217 (meters)                     GEOID18
 DQ3672  NAD 83(2011) X  -   -491,814.802 (meters)                     COMP
 DQ3672  NAD 83(2011) Y  - -4,467,299.469 (meters)                     COMP
 DQ3672  NAD 83(2011) Z  -  4,510,957.320 (meters)                     COMP
 DQ3672  LAPLACE CORR    -         -2.52  (seconds)                    DEFLEC18
 DQ3672  DYNAMIC HEIGHT  -        330.715 (meters)     1085.02  (feet) COMP
 DQ3672  MODELED GRAVITY -    980,541.8   (mgal)                       NAVD 88
 DQ3672
 DQ3672  VERT ORDER      -  SECOND    CLASS I
 DQ3672
 DQ3672  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DQ3672  Standards:
 DQ3672         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DQ3672            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DQ3672  -------------------------------------------------------------------
 DQ3672  NETWORK    0.45   0.71           0.20   0.16   0.36      0.00326393
 DQ3672  -------------------------------------------------------------------
 DQ3672  Click here for local accuracies and other accuracy information.
 DQ3672
 DQ3672.The horizontal coordinates were established by GPS observations
 DQ3672.and adjusted by the MN DEPT OF TRANSP in June 2025.
 DQ3672
 DQ3672.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DQ3672.been affixed to the stable North American tectonic plate. See 
 DQ3672.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DQ3672
 DQ3672.The horizontal coordinates are valid at the epoch date displayed above
 DQ3672.which is a decimal equivalence of Year/Month/Day.
 DQ3672
 DQ3672.The orthometric height was determined by differential leveling and
 DQ3672.adjusted by the NATIONAL GEODETIC SURVEY
 DQ3672.in February 2018.
 DQ3672
 DQ3672.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ3672.GEOID18 height accuracy estimate available here.
 DQ3672
 DQ3672.Click photographs - Photos may exist for this station.
 DQ3672
 DQ3672.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DQ3672
 DQ3672.The Laplace correction was computed from DEFLEC18 derived deflections.
 DQ3672
 DQ3672.The ellipsoidal height was determined by GPS observations
 DQ3672.and is referenced to NAD 83.
 DQ3672
 DQ3672.The dynamic height is computed by dividing the NAVD 88
 DQ3672.geopotential number by the normal gravity value computed on the
 DQ3672.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ3672.degrees latitude (g = 980.6199 gals.).
 DQ3672
 DQ3672.The modeled gravity was interpolated from observed gravity values.
 DQ3672
 DQ3672. The following values were computed from the NAD 83(2011) position.
 DQ3672
 DQ3672;                    North         East     Units Scale Factor Converg.
 DQ3672;SPC MN S     -   357,894.310   620,987.353   MT  1.00001890   -1 35 59.6
 DQ3672;SPC MN S     - 1,174,191.58  2,037,356.01   sFT  1.00001890   -1 35 59.6
 DQ3672;UTM  14      - 5,019,698.340   713,063.619   MT  1.00015820   +1 55 56.1
 DQ3672
 DQ3672!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DQ3672!SPC MN S     -   0.99995226  x   1.00001890  =   0.99997116
 DQ3672!UTM  14      -   0.99995226  x   1.00015820  =   1.00011046
 DQ3672
 DQ3672_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQR1306319698(NAD 83)
 DQ3672
 DQ3672                          SUPERSEDED SURVEY CONTROL
 DQ3672
 DQ3672.No superseded survey control is available for this station.
 DQ3672
 DQ3672_MARKER: F = FLANGE-ENCASED ROD
 DQ3672_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DQ3672_STAMPING: 0603 D 2016
 DQ3672_MARK LOGO: MNDT
 DQ3672_PROJECTION: RECESSED 5 CENTIMETERS
 DQ3672_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DQ3672_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ3672_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ3672+SATELLITE: SATELLITE OBSERVATIONS - November 14, 2023
 DQ3672_ROD/PIPE-DEPTH: 7.3 meters
 DQ3672
 DQ3672  HISTORY     - Date     Condition        Report By
 DQ3672  HISTORY     - 20160420 MONUMENTED       MNDT
 DQ3672  HISTORY     - 20210602 GOOD             MNDT
 DQ3672  HISTORY     - 20231114 GOOD             MNDT
 DQ3672
 DQ3672                          STATION DESCRIPTION
 DQ3672
 DQ3672'DESCRIBED BY MN DEPT OF TRANSP 2016
 DQ3672'THE MARK IS LOCATED 7.7 MI (12.4 KM) EAST OF ORTONVILLE.
 DQ3672'
 DQ3672'TO REACH THE MARK GO 7.4 MI (11.9 KM) EAST ALONG TRUNK HIGHWAY 12 FROM
 DQ3672'THE JUNCTION OF TRUNK HIGHWAY 12 AND TRUNK HIGHWAY 75 IN ORTONVILLE,
 DQ3672'AT TRUNK HIGHWAY 12 MILE POINT 8.6.
 DQ3672'
 DQ3672'THE MARK IS LOCATED 106.4 FT (32.4 M) NORTH OF TRUNK HIGHWAY 12, 16.0
 DQ3672'FT (4.9 M) EAST OF 660TH AVENUE, 1.5 FT (0.5 M) SOUTH OF A WITNESS
 DQ3672'POST.
 DQ3672'
 DQ3672'NOTE-THE STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM ROD
 DQ3672'DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION REMOVABLE DISK
 DQ3672'SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH PVC
 DQ3672'PIPE BACK FILLED WITH WASHED SAND.
 DQ3672
 DQ3672                          STATION RECOVERY (2021)
 DQ3672
 DQ3672'RECOVERY NOTE BY MN DEPT OF TRANSP 2021 (SEL)
 DQ3672'RECOVERED IN GOOD CONDITION.
 DQ3672
 DQ3672                          STATION RECOVERY (2023)
 DQ3672
 DQ3672'RECOVERY NOTE BY MN DEPT OF TRANSP 2023 (KMS)
 DQ3672'THE MARK IS LOCATED IN BIG STONE COUNTY, MINNESOTA.
 DQ3672'
 DQ3672'THE MARK IS LOCATED ABOUT 7.7 MI (12.4 KM) EAST OF ORTONVILLE, 7.4 MI
 DQ3672'(11.9 KM) EAST ALONG TRUNK HIGHWAY 12 FROM THE JUNCTION OF TRUNK
 DQ3672'HIGHWAY 12 AND TRUNK HIGHWAY 75 IN ORTONVILLE, AT TRUNK HIGHWAY 12
 DQ3672'MILE POINT 8.6.
 DQ3672'
 DQ3672'MARK IS 106.4 FT (32.4 M) NORTH OF TRUNK HIGHWAY 12, 16.0 FT (4.9 M)
 DQ3672'EAST OF 660TH AVENUE, NO WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DQ3675 ***********************************************************************
 DQ3675  DESIGNATION -  0603 E
 DQ3675  PID         -  DQ3675
 DQ3675  STATE/COUNTY-  MN/BIG STONE
 DQ3675  COUNTRY     -  US
 DQ3675  USGS QUAD   -  ARTICHOKE LAKE (2019)
 DQ3675
 DQ3675                         *CURRENT SURVEY CONTROL
 DQ3675  ______________________________________________________________________
 DQ3675* NAD 83(2011) POSITION- 45 17 51.72948(N) 096 14 30.01465(W)   ADJUSTED
 DQ3675* NAD 83(2011) ELLIP HT-   288.439 (meters)        (06/05/25)   ADJUSTED
 DQ3675* NAD 83(2011) EPOCH   -  2010.00
 DQ3675* NAVD 88 ORTHO HEIGHT -   314.724 (meters)     1032.56  (feet) ADJUSTED
 DQ3675  ______________________________________________________________________
 DQ3675  GEOID HEIGHT    -        -26.257 (meters)                     GEOID18
 DQ3675  NAD 83(2011) X  -   -488,635.100 (meters)                     COMP
 DQ3675  NAD 83(2011) Y  - -4,467,696.664 (meters)                     COMP
 DQ3675  NAD 83(2011) Z  -  4,510,887.230 (meters)                     COMP
 DQ3675  LAPLACE CORR    -         -2.56  (seconds)                    DEFLEC18
 DQ3675  DYNAMIC HEIGHT  -        314.703 (meters)     1032.49  (feet) COMP
 DQ3675  MODELED GRAVITY -    980,540.4   (mgal)                       NAVD 88
 DQ3675
 DQ3675  VERT ORDER      -  SECOND    CLASS I
 DQ3675
 DQ3675  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DQ3675  Standards:
 DQ3675         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DQ3675            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DQ3675  -------------------------------------------------------------------
 DQ3675  NETWORK    0.42   0.71           0.19   0.15   0.36     -0.06991258
 DQ3675  -------------------------------------------------------------------
 DQ3675  Click here for local accuracies and other accuracy information.
 DQ3675
 DQ3675.The horizontal coordinates were established by GPS observations
 DQ3675.and adjusted by the MN DEPT OF TRANSP in June 2025.
 DQ3675
 DQ3675.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DQ3675.been affixed to the stable North American tectonic plate. See 
 DQ3675.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DQ3675
 DQ3675.The horizontal coordinates are valid at the epoch date displayed above
 DQ3675.which is a decimal equivalence of Year/Month/Day.
 DQ3675
 DQ3675.The orthometric height was determined by differential leveling and
 DQ3675.adjusted by the NATIONAL GEODETIC SURVEY
 DQ3675.in February 2018.
 DQ3675
 DQ3675.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ3675.GEOID18 height accuracy estimate available here.
 DQ3675
 DQ3675.Click photographs - Photos may exist for this station.
 DQ3675
 DQ3675.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DQ3675
 DQ3675.The Laplace correction was computed from DEFLEC18 derived deflections.
 DQ3675
 DQ3675.The ellipsoidal height was determined by GPS observations
 DQ3675.and is referenced to NAD 83.
 DQ3675
 DQ3675.The dynamic height is computed by dividing the NAVD 88
 DQ3675.geopotential number by the normal gravity value computed on the
 DQ3675.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ3675.degrees latitude (g = 980.6199 gals.).
 DQ3675
 DQ3675.The modeled gravity was interpolated from observed gravity values.
 DQ3675
 DQ3675. The following values were computed from the NAD 83(2011) position.
 DQ3675
 DQ3675;                    North         East     Units Scale Factor Converg.
 DQ3675;SPC MN S     -   357,722.276   624,187.785   MT  1.00001872   -1 34 16.5
 DQ3675;SPC MN S     - 1,173,627.17  2,047,856.09   sFT  1.00001872   -1 34 16.5
 DQ3675;UTM  14      - 5,019,723.822   716,269.044   MT  1.00017512   +1 57 40.7
 DQ3675
 DQ3675!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DQ3675!SPC MN S     -   0.99995478  x   1.00001872  =   0.99997350
 DQ3675!UTM  14      -   0.99995478  x   1.00017512  =   1.00012989
 DQ3675
 DQ3675_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQR1626919723(NAD 83)
 DQ3675
 DQ3675                          SUPERSEDED SURVEY CONTROL
 DQ3675
 DQ3675.No superseded survey control is available for this station.
 DQ3675
 DQ3675_MARKER: I = METAL ROD
 DQ3675_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DQ3675_STAMPING: 0603 E 2016
 DQ3675_MARK LOGO: MNDT
 DQ3675_PROJECTION: RECESSED 5 CENTIMETERS
 DQ3675_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DQ3675_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ3675_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ3675+SATELLITE: SATELLITE OBSERVATIONS - November 14, 2023
 DQ3675_ROD/PIPE-DEPTH: 14.6 meters
 DQ3675
 DQ3675  HISTORY     - Date     Condition        Report By
 DQ3675  HISTORY     - 20160420 MONUMENTED       MNDT
 DQ3675  HISTORY     - 20210602 GOOD             MNDT
 DQ3675  HISTORY     - 20231114 GOOD             MNDT
 DQ3675
 DQ3675                          STATION DESCRIPTION
 DQ3675
 DQ3675'DESCRIBED BY MN DEPT OF TRANSP 2016
 DQ3675'THE MARK IS LOCATED 9.7 MI (15.6 KM) EAST OF ORTONVILLE.
 DQ3675'
 DQ3675'TO REACH THE MARK GO 9.4 MI (15.1 KM) EAST ALONG TRUNK HIGHWAY 12 FROM
 DQ3675'THE JUNCTION OF TRUNK HIGHWAY 12 AND TRUNK HIGHWAY 75 IN ORTONVILLE,
 DQ3675'AT TRUNK HIGHWAY 12 MILE POINT 10.55.
 DQ3675'
 DQ3675'THE MARK IS LOCATED 67.0 FT (20.4 M) NORTH OF TRUNK HIGHWAY 12, 38.3
 DQ3675'FT (11.7 M) WEST OF 640TH AVENUE, 1.5 FT (0.5 M) EAST OF A WITNESS
 DQ3675'POST.
 DQ3675'
 DQ3675'NOTE-THE STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM ROD
 DQ3675'DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION REMOVABLE DISK
 DQ3675'SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH PVC
 DQ3675'PIPE BACK FILLED WITH WASHED SAND.
 DQ3675
 DQ3675                          STATION RECOVERY (2021)
 DQ3675
 DQ3675'RECOVERY NOTE BY MN DEPT OF TRANSP 2021 (SEL)
 DQ3675'RECOVERED IN GOOD CONDITION.
 DQ3675
 DQ3675                          STATION RECOVERY (2023)
 DQ3675
 DQ3675'RECOVERY NOTE BY MN DEPT OF TRANSP 2023 (KMS)
 DQ3675'THE MARK IS LOCATED ABOUT 9.7 MI (15.6 KM) EAST OF ORTONVILLE, 9.4 MI
 DQ3675'(15.1 KM) EAST ALONG TRUNK HIGHWAY 12 FROM THE JUNCTION OF TRUNK
 DQ3675'HIGHWAY 12 AND TRUNK HIGHWAY 75 IN ORTONVILLE, AT TRUNK HIGHWAY 12
 DQ3675'MILE POINT 10.55, 67.0 FT (20.4 M) NORTH OF TRUNK HIGHWAY 12, 38.3 FT
 DQ3675'(11.7 M) WEST OF 640TH AVENUE, 1.0 FT (0.3 M) SOUTH OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DQ3679 ***********************************************************************
 DQ3679  DESIGNATION -  0603 G
 DQ3679  PID         -  DQ3679
 DQ3679  STATE/COUNTY-  MN/BIG STONE
 DQ3679  COUNTRY     -  US
 DQ3679  USGS QUAD   -  ARTICHOKE LAKE (2019)
 DQ3679
 DQ3679                         *CURRENT SURVEY CONTROL
 DQ3679  ______________________________________________________________________
 DQ3679* NAD 83(1986) POSITION- 45 17 52.52   (N) 096 10 41.16   (W)   HD_HELD1
 DQ3679* NAVD 88 ORTHO HEIGHT -   329.118 (meters)     1079.78  (feet) ADJUSTED
 DQ3679  ______________________________________________________________________
 DQ3679  GEOID HEIGHT    -        -26.315 (meters)                     GEOID18
 DQ3679  DYNAMIC HEIGHT  -        329.096 (meters)     1079.71  (feet) COMP
 DQ3679  MODELED GRAVITY -    980,538.2   (mgal)                       NAVD 88
 DQ3679
 DQ3679  VERT ORDER      -  SECOND    CLASS I
 DQ3679
 DQ3679.The horizontal coordinates were determined by differentially corrected
 DQ3679.hand held GPS observations or other comparable positioning techniques
 DQ3679.and have an estimated accuracy of +/- 3 meters.
 DQ3679
 DQ3679.The orthometric height was determined by differential leveling and
 DQ3679.adjusted by the NATIONAL GEODETIC SURVEY
 DQ3679.in February 2018.
 DQ3679
 DQ3679.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ3679.GEOID18 height accuracy estimate available here.
 DQ3679
 DQ3679.Click photographs - Photos may exist for this station.
 DQ3679
 DQ3679.The dynamic height is computed by dividing the NAVD 88
 DQ3679.geopotential number by the normal gravity value computed on the
 DQ3679.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ3679.degrees latitude (g = 980.6199 gals.).
 DQ3679
 DQ3679.The modeled gravity was interpolated from observed gravity values.
 DQ3679
 DQ3679;                    North         East    Units  Estimated Accuracy
 DQ3679;SPC MN S     -   357,611.9     629,173.0     MT  (+/- 3 meters HH1 GPS) 
 DQ3679
 DQ3679_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQR2125219920(NAD 83)
 DQ3679
 DQ3679                          SUPERSEDED SURVEY CONTROL
 DQ3679
 DQ3679.No superseded survey control is available for this station.
 DQ3679
 DQ3679_MARKER: I = METAL ROD
 DQ3679_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DQ3679_STAMPING: 0603 G 2016
 DQ3679_MARK LOGO: MNDT
 DQ3679_PROJECTION: RECESSED 5 CENTIMETERS
 DQ3679_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DQ3679_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ3679_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ3679+SATELLITE: SATELLITE OBSERVATIONS - June 02, 2021
 DQ3679_ROD/PIPE-DEPTH: 8.8 meters
 DQ3679
 DQ3679  HISTORY     - Date     Condition        Report By
 DQ3679  HISTORY     - 20160420 MONUMENTED       MNDT
 DQ3679  HISTORY     - 20210602 GOOD             MNDT
 DQ3679  HISTORY     - 20210816 MARK NOT FOUND   MNDT
 DQ3679
 DQ3679                          STATION DESCRIPTION
 DQ3679
 DQ3679'DESCRIBED BY MN DEPT OF TRANSP 2016
 DQ3679'THE MARK IS LOCATED 10.0 MI (16.1 KM) NORTHWEST OF APPLETON.
 DQ3679'
 DQ3679'TO REACH THE MARK GO 7.6 MI (12.2 KM) WEST ALONG TRUNK HIGHWAY 12 FROM
 DQ3679'THE JUNCTION OF TRUNK HIGHWAY 12 AND TRUNK HIGHWAY 119 (JUNCTION IS
 DQ3679'5.50 MI (8.85 KM) NORTH OF APPLETON), AT TRUNK HIGHWAY 12 MILE POINT
 DQ3679'13.65, 45.7 FT (13.9 M) SOUTH OF TRUNK HIGHWAY 12.
 DQ3679'
 DQ3679'THE MARK IS LOCATED 110.6 FT (33.7 M) EAST OF A FIELD ENTRANCE, 4.2 FT
 DQ3679'(1.3 M) NORTH OF RIGHT-OF-WAY POST, 4.2 FT (1.3 M) NORTH OF A WITNESS
 DQ3679'POST.
 DQ3679'
 DQ3679'NOTE-THE STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM ROD
 DQ3679'DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION REMOVABLE DISK
 DQ3679'SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH PVC
 DQ3679'PIPE BACK FILLED WITH WASHED SAND.
 DQ3679
 DQ3679                          STATION RECOVERY (2021)
 DQ3679
 DQ3679'RECOVERY NOTE BY MN DEPT OF TRANSP 2021 (SEL)
 DQ3679'RECOVERED IN GOOD CONDITION.
 DQ3679
 DQ3679                          STATION RECOVERY (2021)
 DQ3679
 DQ3679'RECOVERY NOTE BY MN DEPT OF TRANSP 2021 (SEL)
 DQ3679'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DS3657 ***********************************************************************
 DS3657  HT_MOD      -  This is a Height Modernization Survey Station.
 DS3657  DESIGNATION -  0603 H
 DS3657  PID         -  DS3657
 DS3657  STATE/COUNTY-  MN/BIG STONE
 DS3657  COUNTRY     -  US
 DS3657  USGS QUAD   -  ARTICHOKE LAKE (2019)
 DS3657
 DS3657                         *CURRENT SURVEY CONTROL
 DS3657  ______________________________________________________________________
 DS3657* NAD 83(2011) POSITION- 45 17 52.31295(N) 096 10 43.52036(W)   ADJUSTED
 DS3657* NAD 83(2011) ELLIP HT-   303.374 (meters)        (06/05/25)   ADJUSTED
 DS3657* NAD 83(2011) EPOCH   -  2010.00
 DS3657* NAVD 88 ORTHO HEIGHT -   329.69  (meters)     1081.7   (feet) GPS OBS
 DS3657  ______________________________________________________________________
 DS3657  GEOID HEIGHT    -        -26.315 (meters)                     GEOID18
 DS3657  NAD 83(2011) X  -   -483,728.691 (meters)                     COMP
 DS3657  NAD 83(2011) Y  - -4,468,228.244 (meters)                     COMP
 DS3657  NAD 83(2011) Z  -  4,510,910.516 (meters)                     COMP
 DS3657  LAPLACE CORR    -         -2.30  (seconds)                    DEFLEC18
 DS3657
 DS3657  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DS3657  Standards:
 DS3657         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DS3657            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DS3657  -------------------------------------------------------------------
 DS3657  NETWORK    0.48   0.94           0.22   0.17   0.48     -0.04733136
 DS3657  -------------------------------------------------------------------
 DS3657  Click here for local accuracies and other accuracy information.
 DS3657
 DS3657.The horizontal coordinates were established by GPS observations
 DS3657.and adjusted by the MN DEPT OF TRANSP in June 2025.
 DS3657
 DS3657.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DS3657.been affixed to the stable North American tectonic plate. See 
 DS3657.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DS3657
 DS3657.The horizontal coordinates are valid at the epoch date displayed above
 DS3657.which is a decimal equivalence of Year/Month/Day.
 DS3657
 DS3657.The orthometric height was determined by GPS observations and a
 DS3657.high-resolution geoid model using precise GPS observation and
 DS3657.processing techniques.
 DS3657
 DS3657.Significant digits in the geoid height do not necessarily reflect accuracy.
 DS3657.GEOID18 height accuracy estimate available here.
 DS3657
 DS3657.Click photographs - Photos may exist for this station.
 DS3657
 DS3657.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DS3657
 DS3657.The Laplace correction was computed from DEFLEC18 derived deflections.
 DS3657
 DS3657.The ellipsoidal height was determined by GPS observations
 DS3657.and is referenced to NAD 83.
 DS3657
 DS3657. The following values were computed from the NAD 83(2011) position.
 DS3657
 DS3657;                    North         East     Units Scale Factor Converg.
 DS3657;SPC MN S     -   357,606.864   629,121.453   MT  1.00001876   -1 31 37.7
 DS3657;SPC MN S     - 1,173,248.52  2,064,042.63   sFT  1.00001876   -1 31 37.7
 DS3657;UTM  14      - 5,019,912.680   721,201.284   MT  1.00020165   +2 00 21.9
 DS3657
 DS3657!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DS3657!SPC MN S     -   0.99995244  x   1.00001876  =   0.99997120
 DS3657!UTM  14      -   0.99995244  x   1.00020165  =   1.00015408
 DS3657
 DS3657_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQR2120119912(NAD 83)
 DS3657
 DS3657                          SUPERSEDED SURVEY CONTROL
 DS3657
 DS3657.No superseded survey control is available for this station.
 DS3657
 DS3657_MARKER: F = FLANGE-ENCASED ROD
 DS3657_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DS3657_STAMPING: 0603 H 2023
 DS3657_MARK LOGO: MNDT
 DS3657_PROJECTION: RECESSED 5 CENTIMETERS
 DS3657_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DS3657_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DS3657_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DS3657+SATELLITE: SATELLITE OBSERVATIONS - November 21, 2023
 DS3657_ROD/PIPE-DEPTH: 8.8 meters
 DS3657
 DS3657  HISTORY     - Date     Condition        Report By
 DS3657  HISTORY     - 20231121 MONUMENTED       MNDT
 DS3657
 DS3657                          STATION DESCRIPTION
 DS3657
 DS3657'DESCRIBED BY MN DEPT OF TRANSP 2023
 DS3657'THE MARK IS LOCATED IN BIG STONE COUNTY, MINNESOTA.
 DS3657'
 DS3657'THE MARK IS LOCATED ABOUT 12.8 MI (20.6 KM) EAST OF ORTONVILLE, 12.2
 DS3657'MI (19.6 KM) EAST ALONG TRUNK HIGHWAY 12 FROM THE JUNCTION OF TRUNK
 DS3657'HIGHWAY 12 AND TRUNK HIGHWAY 75 IN ORTONVILLE, AT TRUNK HIGHWAY 12
 DS3657'MILE POINT 13.6.
 DS3657'
 DS3657'MARK IS 67.2 FT (20.5 M) SOUTH OF TRUNK HIGHWAY 12, 98.1 FT (29.9 M)
 DS3657'EAST OF COUNTY ROAD 75 (610TH AVENUE), 2.6 FT (0.8 M) NORTH OF A
 DS3657'RIGHT-OF-WAY POST, 57.4 FT (17.5 M) WEST OF THE ENTRANCE TO A RADIO
 DS3657'TOWER, 2.3 FT (0.7 M) NORTH OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DS3658 ***********************************************************************
 DS3658  HT_MOD      -  This is a Height Modernization Survey Station.
 DS3658  DESIGNATION -  0603 J
 DS3658  PID         -  DS3658
 DS3658  STATE/COUNTY-  MN/BIG STONE
 DS3658  COUNTRY     -  US
 DS3658  USGS QUAD   -  ARTICHOKE LAKE (2019)
 DS3658
 DS3658                         *CURRENT SURVEY CONTROL
 DS3658  ______________________________________________________________________
 DS3658* NAD 83(2011) POSITION- 45 17 52.71832(N) 096 12 02.78232(W)   ADJUSTED
 DS3658* NAD 83(2011) ELLIP HT-   286.992 (meters)        (06/05/25)   ADJUSTED
 DS3658* NAD 83(2011) EPOCH   -  2010.00
 DS3658* NAVD 88 ORTHO HEIGHT -   313.29  (meters)     1027.9   (feet) GPS OBS
 DS3658  ______________________________________________________________________
 DS3658  GEOID HEIGHT    -        -26.295 (meters)                     GEOID18
 DS3658  NAD 83(2011) X  -   -485,443.469 (meters)                     COMP
 DS3658  NAD 83(2011) Y  - -4,468,021.731 (meters)                     COMP
 DS3658  NAD 83(2011) Z  -  4,510,907.676 (meters)                     COMP
 DS3658  LAPLACE CORR    -         -2.29  (seconds)                    DEFLEC18
 DS3658
 DS3658  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DS3658  Standards:
 DS3658         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DS3658            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DS3658  -------------------------------------------------------------------
 DS3658  NETWORK    0.55   1.00           0.25   0.19   0.51     -0.00783254
 DS3658  -------------------------------------------------------------------
 DS3658  Click here for local accuracies and other accuracy information.
 DS3658
 DS3658.The horizontal coordinates were established by GPS observations
 DS3658.and adjusted by the MN DEPT OF TRANSP in June 2025.
 DS3658
 DS3658.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DS3658.been affixed to the stable North American tectonic plate. See 
 DS3658.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DS3658
 DS3658.The horizontal coordinates are valid at the epoch date displayed above
 DS3658.which is a decimal equivalence of Year/Month/Day.
 DS3658
 DS3658.The orthometric height was determined by GPS observations and a
 DS3658.high-resolution geoid model using precise GPS observation and
 DS3658.processing techniques.
 DS3658
 DS3658.Significant digits in the geoid height do not necessarily reflect accuracy.
 DS3658.GEOID18 height accuracy estimate available here.
 DS3658
 DS3658.Click photographs - Photos may exist for this station.
 DS3658
 DS3658.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DS3658
 DS3658.The Laplace correction was computed from DEFLEC18 derived deflections.
 DS3658
 DS3658.The ellipsoidal height was determined by GPS observations
 DS3658.and is referenced to NAD 83.
 DS3658
 DS3658. The following values were computed from the NAD 83(2011) position.
 DS3658
 DS3658;                    North         East     Units Scale Factor Converg.
 DS3658;SPC MN S     -   357,665.632   627,395.408   MT  1.00001878   -1 32 33.3
 DS3658;SPC MN S     - 1,173,441.33  2,058,379.77   sFT  1.00001878   -1 32 33.3
 DS3658;UTM  14      - 5,019,864.960   719,474.590   MT  1.00019230   +1 59 25.5
 DS3658
 DS3658!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DS3658!SPC MN S     -   0.99995501  x   1.00001878  =   0.99997379
 DS3658!UTM  14      -   0.99995501  x   1.00019230  =   1.00014730
 DS3658
 DS3658_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQR1947419864(NAD 83)
 DS3658
 DS3658                          SUPERSEDED SURVEY CONTROL
 DS3658
 DS3658.No superseded survey control is available for this station.
 DS3658
 DS3658_MARKER: F = FLANGE-ENCASED ROD
 DS3658_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DS3658_STAMPING: 0603 J 2023
 DS3658_MARK LOGO: MNDT
 DS3658_PROJECTION: RECESSED 8 CENTIMETERS
 DS3658_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DS3658_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DS3658_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DS3658+SATELLITE: SATELLITE OBSERVATIONS - November 21, 2023
 DS3658_ROD/PIPE-DEPTH: 15.8 meters
 DS3658
 DS3658  HISTORY     - Date     Condition        Report By
 DS3658  HISTORY     - 20231121 MONUMENTED       MNDT
 DS3658
 DS3658                          STATION DESCRIPTION
 DS3658
 DS3658'DESCRIBED BY MN DEPT OF TRANSP 2023
 DS3658'THE MARK IS LOCATED IN BIG STONE COUNTY, MINNESOTA.
 DS3658'
 DS3658'THE MARK IS LOCATED ABOUT 11.8 MI (19.0 KM) EAST OF ORTONVILLE, 11.15
 DS3658'MI (17.94 KM) EAST ALONG TRUNK HIGHWAY 12 FROM THE JUNCTION OF TRUNK
 DS3658'HIGHWAY 12 AND TRUNK HIGHWAY 75 IN ORTONVILLE, AT TRUNK HIGHWAY 12
 DS3658'MILE POINT 12.55.
 DS3658'
 DS3658'MARK IS 67.9 FT (20.7 M) SOUTH OF TRUNK HIGHWAY 12, 291.2 FT (88.8 M)
 DS3658'WEST OF 620TH AVENUE, 2.3 FT (0.7 M) NORTH OF A RIGHT-OF-WAY POST, 2.0
 DS3658'FT (0.6 M) NORTH OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DS3659 ***********************************************************************
 DS3659  HT_MOD      -  This is a Height Modernization Survey Station.
 DS3659  DESIGNATION -  0603 K
 DS3659  PID         -  DS3659
 DS3659  STATE/COUNTY-  MN/BIG STONE
 DS3659  COUNTRY     -  US
 DS3659  USGS QUAD   -  ARTICHOKE LAKE (2019)
 DS3659
 DS3659                         *CURRENT SURVEY CONTROL
 DS3659  ______________________________________________________________________
 DS3659* NAD 83(2011) POSITION- 45 17 53.44721(N) 096 13 14.26447(W)   ADJUSTED
 DS3659* NAD 83(2011) ELLIP HT-   287.861 (meters)        (06/05/25)   ADJUSTED
 DS3659* NAD 83(2011) EPOCH   -  2010.00
 DS3659* NAVD 88 ORTHO HEIGHT -   314.14  (meters)     1030.6   (feet) GPS OBS
 DS3659  ______________________________________________________________________
 DS3659  GEOID HEIGHT    -        -26.277 (meters)                     GEOID18
 DS3659  NAD 83(2011) X  -   -486,990.189 (meters)                     COMP
 DS3659  NAD 83(2011) Y  - -4,467,837.937 (meters)                     COMP
 DS3659  NAD 83(2011) Z  -  4,510,924.122 (meters)                     COMP
 DS3659  LAPLACE CORR    -         -2.39  (seconds)                    DEFLEC18
 DS3659
 DS3659  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DS3659  Standards:
 DS3659         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DS3659            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DS3659  -------------------------------------------------------------------
 DS3659  NETWORK    0.47   0.84           0.21   0.17   0.43     -0.07305045
 DS3659  -------------------------------------------------------------------
 DS3659  Click here for local accuracies and other accuracy information.
 DS3659
 DS3659.The horizontal coordinates were established by GPS observations
 DS3659.and adjusted by the MN DEPT OF TRANSP in June 2025.
 DS3659
 DS3659.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DS3659.been affixed to the stable North American tectonic plate. See 
 DS3659.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DS3659
 DS3659.The horizontal coordinates are valid at the epoch date displayed above
 DS3659.which is a decimal equivalence of Year/Month/Day.
 DS3659
 DS3659.The orthometric height was determined by GPS observations and a
 DS3659.high-resolution geoid model using precise GPS observation and
 DS3659.processing techniques.
 DS3659
 DS3659.Significant digits in the geoid height do not necessarily reflect accuracy.
 DS3659.GEOID18 height accuracy estimate available here.
 DS3659
 DS3659.Click photographs - Photos may exist for this station.
 DS3659
 DS3659.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DS3659
 DS3659.The Laplace correction was computed from DEFLEC18 derived deflections.
 DS3659
 DS3659.The ellipsoidal height was determined by GPS observations
 DS3659.and is referenced to NAD 83.
 DS3659
 DS3659. The following values were computed from the NAD 83(2011) position.
 DS3659
 DS3659;                    North         East     Units Scale Factor Converg.
 DS3659;SPC MN S     -   357,730.243   625,839.100   MT  1.00001883   -1 33 23.4
 DS3659;SPC MN S     - 1,173,653.31  2,053,273.78   sFT  1.00001883   -1 33 23.4
 DS3659;UTM  14      - 5,019,833.541   717,916.995   MT  1.00018392   +1 58 34.6
 DS3659
 DS3659!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DS3659!SPC MN S     -   0.99995487  x   1.00001883  =   0.99997370
 DS3659!UTM  14      -   0.99995487  x   1.00018392  =   1.00013878
 DS3659
 DS3659_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQR1791619833(NAD 83)
 DS3659
 DS3659                          SUPERSEDED SURVEY CONTROL
 DS3659
 DS3659.No superseded survey control is available for this station.
 DS3659
 DS3659_MARKER: F = FLANGE-ENCASED ROD
 DS3659_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DS3659_STAMPING: 0603 K 2023
 DS3659_MARK LOGO: MNDT
 DS3659_PROJECTION: RECESSED 147 CENTIMETERS
 DS3659_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DS3659_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DS3659_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DS3659+SATELLITE: SATELLITE OBSERVATIONS - November 21, 2023
 DS3659_ROD/PIPE-DEPTH: 17.7 meters
 DS3659
 DS3659  HISTORY     - Date     Condition        Report By
 DS3659  HISTORY     - 20231121 MONUMENTED       MNDT
 DS3659
 DS3659                          STATION DESCRIPTION
 DS3659
 DS3659'DESCRIBED BY MN DEPT OF TRANSP 2023
 DS3659'THE MARK IS LOCATED IN BIG STONE COUNTY, MINNESOTA.
 DS3659'
 DS3659'THE MARK IS LOCATED ABOUT 10.8 MI (17.4 KM) EAST OF ORTONVILLE, 10.2
 DS3659'MI (16.4 KM) EAST ALONG TRUNK HIGHWAY 12 FROM THE JUNCTION OF TRUNK
 DS3659'HIGHWAY 12 AND TRUNK HIGHWAY 75 IN ORTONVILLE, AT TRUNK HIGHWAY 12
 DS3659'MILE POINT 11.6.
 DS3659'
 DS3659'MARK IS 57.8 FT (17.6 M) NORTH OF TRUNK HIGHWAY 12, 1222.2 FT (372.5
 DS3659'M) WEST OF COUNTY ROAD 23 (630TH AVENUE), 2.6 FT (0.8 M) SOUTH OF A
 DS3659'RIGHT-OF-WAY POST, 2.2 FT (0.7 M) SOUTH OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DS3660 ***********************************************************************
 DS3660  HT_MOD      -  This is a Height Modernization Survey Station.
 DS3660  DESIGNATION -  0603 L
 DS3660  PID         -  DS3660
 DS3660  STATE/COUNTY-  MN/BIG STONE
 DS3660  COUNTRY     -  US
 DS3660  USGS QUAD   -  ODESSA (2019)
 DS3660
 DS3660                         *CURRENT SURVEY CONTROL
 DS3660  ______________________________________________________________________
 DS3660* NAD 83(2011) POSITION- 45 17 53.58522(N) 096 20 28.23448(W)   ADJUSTED
 DS3660* NAD 83(2011) ELLIP HT-   301.500 (meters)        (06/05/25)   ADJUSTED
 DS3660* NAD 83(2011) EPOCH   -  2010.00
 DS3660* NAVD 88 ORTHO HEIGHT -   327.67  (meters)     1075.0   (feet) GPS OBS
 DS3660  ______________________________________________________________________
 DS3660  GEOID HEIGHT    -        -26.164 (meters)                     GEOID18
 DS3660  NAD 83(2011) X  -   -496,389.919 (meters)                     COMP
 DS3660  NAD 83(2011) Y  - -4,466,809.973 (meters)                     COMP
 DS3660  NAD 83(2011) Z  -  4,510,936.814 (meters)                     COMP
 DS3660  LAPLACE CORR    -         -2.30  (seconds)                    DEFLEC18
 DS3660
 DS3660  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DS3660  Standards:
 DS3660         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DS3660            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DS3660  -------------------------------------------------------------------
 DS3660  NETWORK    0.42   0.74           0.19   0.15   0.38     -0.00717103
 DS3660  -------------------------------------------------------------------
 DS3660  Click here for local accuracies and other accuracy information.
 DS3660
 DS3660.The horizontal coordinates were established by GPS observations
 DS3660.and adjusted by the MN DEPT OF TRANSP in June 2025.
 DS3660
 DS3660.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DS3660.been affixed to the stable North American tectonic plate. See 
 DS3660.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DS3660
 DS3660.The horizontal coordinates are valid at the epoch date displayed above
 DS3660.which is a decimal equivalence of Year/Month/Day.
 DS3660
 DS3660.The orthometric height was determined by GPS observations and a
 DS3660.high-resolution geoid model using precise GPS observation and
 DS3660.processing techniques.
 DS3660
 DS3660.Significant digits in the geoid height do not necessarily reflect accuracy.
 DS3660.GEOID18 height accuracy estimate available here.
 DS3660
 DS3660.Click photographs - Photos may exist for this station.
 DS3660
 DS3660.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DS3660
 DS3660.The Laplace correction was computed from DEFLEC18 derived deflections.
 DS3660
 DS3660.The ellipsoidal height was determined by GPS observations
 DS3660.and is referenced to NAD 83.
 DS3660
 DS3660. The following values were computed from the NAD 83(2011) position.
 DS3660
 DS3660;                    North         East     Units Scale Factor Converg.
 DS3660;SPC MN S     -   357,998.308   616,387.387   MT  1.00001884   -1 38 27.6
 DS3660;SPC MN S     - 1,174,532.78  2,022,264.29   sFT  1.00001884   -1 38 27.6
 DS3660;UTM  14      - 5,019,518.747   708,465.397   MT  1.00013436   +1 53 25.8
 DS3660
 DS3660!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DS3660!SPC MN S     -   0.99995273  x   1.00001884  =   0.99997157
 DS3660!UTM  14      -   0.99995273  x   1.00013436  =   1.00008709
 DS3660
 DS3660_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQR0846519518(NAD 83)
 DS3660
 DS3660                          SUPERSEDED SURVEY CONTROL
 DS3660
 DS3660.No superseded survey control is available for this station.
 DS3660
 DS3660_MARKER: F = FLANGE-ENCASED ROD
 DS3660_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DS3660_STAMPING: 0603 L 2023
 DS3660_MARK LOGO: MNDT
 DS3660_PROJECTION: RECESSED 8 CENTIMETERS
 DS3660_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DS3660_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DS3660_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DS3660+SATELLITE: SATELLITE OBSERVATIONS - November 21, 2023
 DS3660_ROD/PIPE-DEPTH: 12.2 meters
 DS3660
 DS3660  HISTORY     - Date     Condition        Report By
 DS3660  HISTORY     - 20231121 MONUMENTED       MNDT
 DS3660
 DS3660                          STATION DESCRIPTION
 DS3660
 DS3660'DESCRIBED BY MN DEPT OF TRANSP 2023
 DS3660'THE MARK IS LOCATED IN BIG STONE COUNTY, MINNESOTA.
 DS3660'
 DS3660'THE MARK IS LOCATED ABOUT 4.8 MI (7.7 KM) EAST OF ORTONVILLE, 4.35 MI
 DS3660'(7.00 KM) EAST ALONG TRUNK HIGHWAY 12 FROM THE JUNCTION OF TRUNK
 DS3660'HIGHWAY 12 AND TRUNK HIGHWAY 75 IN ORTONVILLE, AT TRUNK HIGHWAY 12
 DS3660'MILE POINT 5.7.
 DS3660'
 DS3660'MARK IS 82.5 FT (25.1 M) NORTH OF TRUNK HIGHWAY 12, 193.6 FT (59.0 M)
 DS3660'EAST OF DRIVEWAY NUMBER 68912, 6.0 FT (1.8 M) SOUTH OF A RIGHT-OF-WAY
 DS3660'POST, 5.8 FT (1.8 M) SOUTH OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DS3661 ***********************************************************************
 DS3661  HT_MOD      -  This is a Height Modernization Survey Station.
 DS3661  DESIGNATION -  0603 M
 DS3661  PID         -  DS3661
 DS3661  STATE/COUNTY-  MN/BIG STONE
 DS3661  COUNTRY     -  US
 DS3661  USGS QUAD   -  ODESSA (2019)
 DS3661
 DS3661                         *CURRENT SURVEY CONTROL
 DS3661  ______________________________________________________________________
 DS3661* NAD 83(2011) POSITION- 45 17 53.23997(N) 096 21 35.21581(W)   ADJUSTED
 DS3661* NAD 83(2011) ELLIP HT-   301.174 (meters)        (06/05/25)   ADJUSTED
 DS3661* NAD 83(2011) EPOCH   -  2010.00
 DS3661* NAVD 88 ORTHO HEIGHT -   327.33  (meters)     1073.9   (feet) GPS OBS
 DS3661  ______________________________________________________________________
 DS3661  GEOID HEIGHT    -        -26.148 (meters)                     GEOID18
 DS3661  NAD 83(2011) X  -   -497,841.235 (meters)                     COMP
 DS3661  NAD 83(2011) Y  - -4,466,655.844 (meters)                     COMP
 DS3661  NAD 83(2011) Z  -  4,510,929.084 (meters)                     COMP
 DS3661  LAPLACE CORR    -         -2.35  (seconds)                    DEFLEC18
 DS3661
 DS3661  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DS3661  Standards:
 DS3661         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DS3661            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DS3661  -------------------------------------------------------------------
 DS3661  NETWORK    0.46   0.80           0.21   0.16   0.41      0.01874455
 DS3661  -------------------------------------------------------------------
 DS3661  Click here for local accuracies and other accuracy information.
 DS3661
 DS3661.The horizontal coordinates were established by GPS observations
 DS3661.and adjusted by the MN DEPT OF TRANSP in June 2025.
 DS3661
 DS3661.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DS3661.been affixed to the stable North American tectonic plate. See 
 DS3661.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DS3661
 DS3661.The horizontal coordinates are valid at the epoch date displayed above
 DS3661.which is a decimal equivalence of Year/Month/Day.
 DS3661
 DS3661.The orthometric height was determined by GPS observations and a
 DS3661.high-resolution geoid model using precise GPS observation and
 DS3661.processing techniques.
 DS3661
 DS3661.Significant digits in the geoid height do not necessarily reflect accuracy.
 DS3661.GEOID18 height accuracy estimate available here.
 DS3661
 DS3661.Click photographs - Photos may exist for this station.
 DS3661
 DS3661.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DS3661
 DS3661.The Laplace correction was computed from DEFLEC18 derived deflections.
 DS3661
 DS3661.The ellipsoidal height was determined by GPS observations
 DS3661.and is referenced to NAD 83.
 DS3661
 DS3661. The following values were computed from the NAD 83(2011) position.
 DS3661
 DS3661;                    North         East     Units Scale Factor Converg.
 DS3661;SPC MN S     -   358,029.613   614,928.267   MT  1.00001882   -1 39 14.5
 DS3661;SPC MN S     - 1,174,635.49  2,017,477.16   sFT  1.00001882   -1 39 14.5
 DS3661;UTM  14      - 5,019,460.110   707,006.956   MT  1.00012691   +1 52 38.2
 DS3661
 DS3661!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DS3661!SPC MN S     -   0.99995278  x   1.00001882  =   0.99997160
 DS3661!UTM  14      -   0.99995278  x   1.00012691  =   1.00007969
 DS3661
 DS3661_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQR0700619460(NAD 83)
 DS3661
 DS3661                          SUPERSEDED SURVEY CONTROL
 DS3661
 DS3661.No superseded survey control is available for this station.
 DS3661
 DS3661_MARKER: F = FLANGE-ENCASED ROD
 DS3661_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DS3661_STAMPING: 0603 M 2023
 DS3661_MARK LOGO: MNDT
 DS3661_PROJECTION: RECESSED 5 CENTIMETERS
 DS3661_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DS3661_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DS3661_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DS3661+SATELLITE: SATELLITE OBSERVATIONS - November 21, 2023
 DS3661_ROD/PIPE-DEPTH: 10.4 meters
 DS3661
 DS3661  HISTORY     - Date     Condition        Report By
 DS3661  HISTORY     - 20231121 MONUMENTED       MNDT
 DS3661
 DS3661                          STATION DESCRIPTION
 DS3661
 DS3661'DESCRIBED BY MN DEPT OF TRANSP 2023
 DS3661'THE MARK IS LOCATED IN BIG STONE COUNTY, MINNESOTA.
 DS3661'
 DS3661'THE MARK IS LOCATED ABOUT 4.0 MI (6.4 KM) EAST OF ORTONVILLE, 3.45 MI
 DS3661'(5.55 KM) ALONG TRUNK HIGHWAY 12 FROM THE JUNCTION OF TRUNK HIGHWAY 12
 DS3661'AND TRUNK HIGHWAY 75 IN ORTONVILLE, AT TRUNK HIGHWAY 12 MILE POINT
 DS3661'4.8.
 DS3661'
 DS3661'MARK IS 76.4 FT (23.3 M) NORTH OF TRUNK HIGHWAY 12, 5.7 FT (1.7 M)
 DS3661'SOUTH OF A RIGHT-OF-WAY POST, 93.2 FT (28.4 M) WEST OF A FIELD
 DS3661'ENTRANCE, 5.1 FT (1.6 M) SOUTH OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DS3662 ***********************************************************************
 DS3662  HT_MOD      -  This is a Height Modernization Survey Station.
 DS3662  DESIGNATION -  0603 N
 DS3662  PID         -  DS3662
 DS3662  STATE/COUNTY-  MN/BIG STONE
 DS3662  COUNTRY     -  US
 DS3662  USGS QUAD   -  ODESSA (2019)
 DS3662
 DS3662                         *CURRENT SURVEY CONTROL
 DS3662  ______________________________________________________________________
 DS3662* NAD 83(2011) POSITION- 45 17 52.62261(N) 096 22 22.56173(W)   ADJUSTED
 DS3662* NAD 83(2011) ELLIP HT-   310.268 (meters)        (06/05/25)   ADJUSTED
 DS3662* NAD 83(2011) EPOCH   -  2010.00
 DS3662* NAVD 88 ORTHO HEIGHT -   336.41  (meters)     1103.7   (feet) GPS OBS
 DS3662  ______________________________________________________________________
 DS3662  GEOID HEIGHT    -        -26.136 (meters)                     GEOID18
 DS3662  NAD 83(2011) X  -   -498,868.709 (meters)                     COMP
 DS3662  NAD 83(2011) Y  - -4,466,561.273 (meters)                     COMP
 DS3662  NAD 83(2011) Z  -  4,510,922.141 (meters)                     COMP
 DS3662  LAPLACE CORR    -         -2.26  (seconds)                    DEFLEC18
 DS3662
 DS3662  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DS3662  Standards:
 DS3662         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DS3662            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DS3662  -------------------------------------------------------------------
 DS3662  NETWORK    0.45   0.80           0.20   0.16   0.41     -0.00985463
 DS3662  -------------------------------------------------------------------
 DS3662  Click here for local accuracies and other accuracy information.
 DS3662
 DS3662.The horizontal coordinates were established by GPS observations
 DS3662.and adjusted by the MN DEPT OF TRANSP in June 2025.
 DS3662
 DS3662.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DS3662.been affixed to the stable North American tectonic plate. See 
 DS3662.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DS3662
 DS3662.The horizontal coordinates are valid at the epoch date displayed above
 DS3662.which is a decimal equivalence of Year/Month/Day.
 DS3662
 DS3662.The orthometric height was determined by GPS observations and a
 DS3662.high-resolution geoid model using precise GPS observation and
 DS3662.processing techniques.
 DS3662
 DS3662.Significant digits in the geoid height do not necessarily reflect accuracy.
 DS3662.GEOID18 height accuracy estimate available here.
 DS3662
 DS3662.Click photographs - Photos may exist for this station.
 DS3662
 DS3662.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DS3662
 DS3662.The Laplace correction was computed from DEFLEC18 derived deflections.
 DS3662
 DS3662.The ellipsoidal height was determined by GPS observations
 DS3662.and is referenced to NAD 83.
 DS3662
 DS3662. The following values were computed from the NAD 83(2011) position.
 DS3662
 DS3662;                    North         East     Units Scale Factor Converg.
 DS3662;SPC MN S     -   358,040.421   613,896.552   MT  1.00001878   -1 39 47.7
 DS3662;SPC MN S     - 1,174,670.95  2,014,092.27   sFT  1.00001878   -1 39 47.7
 DS3662;UTM  14      - 5,019,407.346   705,976.426   MT  1.00012168   +1 52 04.5
 DS3662
 DS3662!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DS3662!SPC MN S     -   0.99995136  x   1.00001878  =   0.99997014
 DS3662!UTM  14      -   0.99995136  x   1.00012168  =   1.00007303
 DS3662
 DS3662_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQR0597619407(NAD 83)
 DS3662
 DS3662                          SUPERSEDED SURVEY CONTROL
 DS3662
 DS3662.No superseded survey control is available for this station.
 DS3662
 DS3662_MARKER: F = FLANGE-ENCASED ROD
 DS3662_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DS3662_STAMPING: 0603 N 2023
 DS3662_MARK LOGO: MNDT
 DS3662_PROJECTION: RECESSED 8 CENTIMETERS
 DS3662_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DS3662_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DS3662_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DS3662+SATELLITE: SATELLITE OBSERVATIONS - November 21, 2023
 DS3662_ROD/PIPE-DEPTH: 11.6 meters
 DS3662
 DS3662  HISTORY     - Date     Condition        Report By
 DS3662  HISTORY     - 20231121 MONUMENTED       MNDT
 DS3662
 DS3662                          STATION DESCRIPTION
 DS3662
 DS3662'DESCRIBED BY MN DEPT OF TRANSP 2023
 DS3662'THE MARK IS LOCATED IN BIG STONE COUNTY, MINNESOTA.
 DS3662'
 DS3662'THE MARK IS LOCATED ABOUT 3.4 MI (5.5 KM) EAST OF ORTONVILLE, 2.85 MI
 DS3662'(4.59 KM) EAST ALONG TRUNK HIGHWAY 12 FROM THE JUNCTION OF TRUNK
 DS3662'HIGHWAY 12 AND TRUNK HIGHWAY 75 IN ORTONVILLE, AT TRUNK HIGHWAY 12
 DS3662'MILE POINT 4.15.
 DS3662'
 DS3662'MARK IS 69.3 FT (21.1 M) NORTH OF TRUNK HIGHWAY 12, 2.5 FT (0.8 M)
 DS3662'SOUTH OF A RIGHT-OF-WAY POST, 2.4 FT (0.7 M) SOUTHWEST OF A WITNESS
 DS3662'POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DS3663 ***********************************************************************
 DS3663  HT_MOD      -  This is a Height Modernization Survey Station.
 DS3663  DESIGNATION -  0603 P
 DS3663  PID         -  DS3663
 DS3663  STATE/COUNTY-  MN/BIG STONE
 DS3663  COUNTRY     -  US
 DS3663  USGS QUAD   -  ORTONVILLE (2019)
 DS3663
 DS3663                         *CURRENT SURVEY CONTROL
 DS3663  ______________________________________________________________________
 DS3663* NAD 83(2011) POSITION- 45 17 53.48392(N) 096 23 21.60742(W)   ADJUSTED
 DS3663* NAD 83(2011) ELLIP HT-   308.671 (meters)        (06/05/25)   ADJUSTED
 DS3663* NAD 83(2011) EPOCH   -  2010.00
 DS3663* NAVD 88 ORTHO HEIGHT -   334.80  (meters)     1098.4   (feet) GPS OBS
 DS3663  ______________________________________________________________________
 DS3663  GEOID HEIGHT    -        -26.122 (meters)                     GEOID18
 DS3663  NAD 83(2011) X  -   -500,145.065 (meters)                     COMP
 DS3663  NAD 83(2011) Y  - -4,466,398.384 (meters)                     COMP
 DS3663  NAD 83(2011) Z  -  4,510,939.711 (meters)                     COMP
 DS3663  LAPLACE CORR    -         -2.23  (seconds)                    DEFLEC18
 DS3663
 DS3663  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DS3663  Standards:
 DS3663         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DS3663            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DS3663  -------------------------------------------------------------------
 DS3663  NETWORK    0.45   0.78           0.20   0.16   0.40      0.04572337
 DS3663  -------------------------------------------------------------------
 DS3663  Click here for local accuracies and other accuracy information.
 DS3663
 DS3663.The horizontal coordinates were established by GPS observations
 DS3663.and adjusted by the MN DEPT OF TRANSP in June 2025.
 DS3663
 DS3663.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DS3663.been affixed to the stable North American tectonic plate. See 
 DS3663.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DS3663
 DS3663.The horizontal coordinates are valid at the epoch date displayed above
 DS3663.which is a decimal equivalence of Year/Month/Day.
 DS3663
 DS3663.The orthometric height was determined by GPS observations and a
 DS3663.high-resolution geoid model using precise GPS observation and
 DS3663.processing techniques.
 DS3663
 DS3663.Significant digits in the geoid height do not necessarily reflect accuracy.
 DS3663.GEOID18 height accuracy estimate available here.
 DS3663
 DS3663.Click photographs - Photos may exist for this station.
 DS3663
 DS3663.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DS3663
 DS3663.The Laplace correction was computed from DEFLEC18 derived deflections.
 DS3663
 DS3663.The ellipsoidal height was determined by GPS observations
 DS3663.and is referenced to NAD 83.
 DS3663
 DS3663. The following values were computed from the NAD 83(2011) position.
 DS3663
 DS3663;                    North         East     Units Scale Factor Converg.
 DS3663;SPC MN S     -   358,104.471   612,611.358   MT  1.00001883   -1 40 29.1
 DS3663;SPC MN S     - 1,174,881.09  2,009,875.76   sFT  1.00001883   -1 40 29.1
 DS3663;UTM  14      - 5,019,392.118   704,689.599   MT  1.00011518   +1 51 22.5
 DS3663
 DS3663!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DS3663!SPC MN S     -   0.99995161  x   1.00001883  =   0.99997044
 DS3663!UTM  14      -   0.99995161  x   1.00011518  =   1.00006678
 DS3663
 DS3663_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQR0468919392(NAD 83)
 DS3663
 DS3663                          SUPERSEDED SURVEY CONTROL
 DS3663
 DS3663.No superseded survey control is available for this station.
 DS3663
 DS3663_MARKER: F = FLANGE-ENCASED ROD
 DS3663_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DS3663_STAMPING: 0603 P 2023
 DS3663_MARK LOGO: MNDT
 DS3663_PROJECTION: RECESSED 8 CENTIMETERS
 DS3663_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DS3663_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DS3663_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DS3663+SATELLITE: SATELLITE OBSERVATIONS - November 21, 2023
 DS3663_ROD/PIPE-DEPTH: 8.5 meters
 DS3663
 DS3663  HISTORY     - Date     Condition        Report By
 DS3663  HISTORY     - 20231121 MONUMENTED       MNDT
 DS3663
 DS3663                          STATION DESCRIPTION
 DS3663
 DS3663'DESCRIBED BY MN DEPT OF TRANSP 2023
 DS3663'THE MARK IS LOCATED IN BIG STONE COUNTY, MINNESOTA.
 DS3663'
 DS3663'THE MARK IS LOCATED ABOUT 2.5 MI (4.0 KM) EAST OF ORTONVILLE, 2.05 MI
 DS3663'(3.30 KM) EAST ALONG TRUNK HIGHWAY 12 FROM THE JUNCTION OF TRUNK
 DS3663'HIGHWAY 12 AND TRUNK HIGHWAY 75 IN ORTONVILLE, AT TRUNK HIGHWAY 12
 DS3663'MILE POINT 3.3.
 DS3663'
 DS3663'MARK IS 47.8 FT (14.6 M) NORTH OF TRUNK HIGHWAY 12, 100.8 FT (30.7 M)
 DS3663'EAST OF 710TH AVENUE EXTENDED, 2.6 FT (0.8 M) SOUTH OF A RIGHT-OF-WAY
 DS3663'POST, 2.4 FT (0.7 M) SOUTH OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DS3664 ***********************************************************************
 DS3664  HT_MOD      -  This is a Height Modernization Survey Station.
 DS3664  DESIGNATION -  0603 Q
 DS3664  PID         -  DS3664
 DS3664  STATE/COUNTY-  MN/BIG STONE
 DS3664  COUNTRY     -  US
 DS3664  USGS QUAD   -  ORTONVILLE (2019)
 DS3664
 DS3664                         *CURRENT SURVEY CONTROL
 DS3664  ______________________________________________________________________
 DS3664* NAD 83(2011) POSITION- 45 17 53.70202(N) 096 24 36.38006(W)   ADJUSTED
 DS3664* NAD 83(2011) ELLIP HT-   307.519 (meters)        (06/05/25)   ADJUSTED
 DS3664* NAD 83(2011) EPOCH   -  2010.00
 DS3664* NAVD 88 ORTHO HEIGHT -   333.63  (meters)     1094.6   (feet) GPS OBS
 DS3664  ______________________________________________________________________
 DS3664  GEOID HEIGHT    -        -26.105 (meters)                     GEOID18
 DS3664  NAD 83(2011) X  -   -501,763.513 (meters)                     COMP
 DS3664  NAD 83(2011) Y  - -4,466,211.223 (meters)                     COMP
 DS3664  NAD 83(2011) Z  -  4,510,943.628 (meters)                     COMP
 DS3664  LAPLACE CORR    -         -2.16  (seconds)                    DEFLEC18
 DS3664
 DS3664  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DS3664  Standards:
 DS3664         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DS3664            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DS3664  -------------------------------------------------------------------
 DS3664  NETWORK    0.44   0.74           0.20   0.15   0.38      0.02919526
 DS3664  -------------------------------------------------------------------
 DS3664  Click here for local accuracies and other accuracy information.
 DS3664
 DS3664.The horizontal coordinates were established by GPS observations
 DS3664.and adjusted by the MN DEPT OF TRANSP in June 2025.
 DS3664
 DS3664.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DS3664.been affixed to the stable North American tectonic plate. See 
 DS3664.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DS3664
 DS3664.The horizontal coordinates are valid at the epoch date displayed above
 DS3664.which is a decimal equivalence of Year/Month/Day.
 DS3664
 DS3664.The orthometric height was determined by GPS observations and a
 DS3664.high-resolution geoid model using precise GPS observation and
 DS3664.processing techniques.
 DS3664
 DS3664.Significant digits in the geoid height do not necessarily reflect accuracy.
 DS3664.GEOID18 height accuracy estimate available here.
 DS3664
 DS3664.Click photographs - Photos may exist for this station.
 DS3664
 DS3664.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DS3664
 DS3664.The Laplace correction was computed from DEFLEC18 derived deflections.
 DS3664
 DS3664.The ellipsoidal height was determined by GPS observations
 DS3664.and is referenced to NAD 83.
 DS3664
 DS3664. The following values were computed from the NAD 83(2011) position.
 DS3664
 DS3664;                    North         East     Units Scale Factor Converg.
 DS3664;SPC MN S     -   358,159.022   610,983.082   MT  1.00001885   -1 41 21.5
 DS3664;SPC MN S     - 1,175,060.06  2,004,533.66   sFT  1.00001885   -1 41 21.5
 DS3664;UTM  14      - 5,019,346.281   703,060.904   MT  1.00010701   +1 50 29.3
 DS3664
 DS3664!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DS3664!SPC MN S     -   0.99995179  x   1.00001885  =   0.99997064
 DS3664!UTM  14      -   0.99995179  x   1.00010701  =   1.00005879
 DS3664
 DS3664_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQR0306019346(NAD 83)
 DS3664
 DS3664                          SUPERSEDED SURVEY CONTROL
 DS3664
 DS3664.No superseded survey control is available for this station.
 DS3664
 DS3664_MARKER: F = FLANGE-ENCASED ROD
 DS3664_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DS3664_STAMPING: 0603 Q 2023
 DS3664_MARK LOGO: MNDT
 DS3664_PROJECTION: RECESSED 10 CENTIMETERS
 DS3664_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DS3664_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DS3664_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DS3664+SATELLITE: SATELLITE OBSERVATIONS - November 21, 2023
 DS3664_ROD/PIPE-DEPTH: 11.9 meters
 DS3664
 DS3664  HISTORY     - Date     Condition        Report By
 DS3664  HISTORY     - 20231121 MONUMENTED       MNDT
 DS3664
 DS3664                          STATION DESCRIPTION
 DS3664
 DS3664'DESCRIBED BY MN DEPT OF TRANSP 2023
 DS3664'THE MARK IS LOCATED IN BIG STONE COUNTY, MINNESOTA.
 DS3664'
 DS3664'THE MARK IS LOCATED ABOUT 1.5 MI (2.4 KM) EAST OF ORTONVILLE, 1.0 MI
 DS3664'(1.6 KM) EAST ALONG TRUNK HIGHWAY 12 FROM THE JUNCTION OF TRUNK
 DS3664'HIGHWAY 12 AND TRUNK HIGHWAY 75 IN ORTONVILLE, AT TRUNK HIGHWAY 12
 DS3664'MILE POINT 2.3.
 DS3664'
 DS3664'MARK IS 58.1 FT (17.7 M) NORTH OF TRUNK HIGHWAY 12, 2.8 FT (0.9 M)
 DS3664'SOUTH OF A RIGHT-OF-WAY POST, 2.4 FT (0.7 M) SOUTH OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DK7768 ***********************************************************************
 DK7768  DESIGNATION -  0604 A
 DK7768  PID         -  DK7768
 DK7768  STATE/COUNTY-  MN/BIG STONE
 DK7768  COUNTRY     -  US
 DK7768  USGS QUAD   -  BROWNS VALLEY (2019)
 DK7768
 DK7768                         *CURRENT SURVEY CONTROL
 DK7768  ______________________________________________________________________
 DK7768* NAD 83(2011) POSITION- 45 34 07.20968(N) 096 47 37.75610(W)   ADJUSTED
 DK7768* NAD 83(2011) ELLIP HT-   296.699 (meters)        (05/08/25)   ADJUSTED
 DK7768* NAD 83(2011) EPOCH   -  2010.00
 DK7768* NAVD 88 ORTHO HEIGHT -   322.658 (meters)     1058.59  (feet) ADJUSTED
 DK7768  ______________________________________________________________________
 DK7768  GEOID HEIGHT    -        -25.960 (meters)                     GEOID18
 DK7768  NAD 83(2011) X  -   -529,128.730 (meters)                     COMP
 DK7768  NAD 83(2011) Y  - -4,441,480.705 (meters)                     COMP
 DK7768  NAD 83(2011) Z  -  4,532,027.197 (meters)                     COMP
 DK7768  LAPLACE CORR    -         -1.80  (seconds)                    DEFLEC18
 DK7768  DYNAMIC HEIGHT  -        322.645 (meters)     1058.54  (feet) COMP
 DK7768  MODELED GRAVITY -    980,565.0   (mgal)                       NAVD 88
 DK7768
 DK7768  VERT ORDER      -  SECOND    CLASS I
 DK7768
 DK7768  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DK7768  Standards:
 DK7768         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DK7768            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DK7768  -------------------------------------------------------------------
 DK7768  NETWORK    0.50   0.76           0.23   0.17   0.39     -0.00418380
 DK7768  -------------------------------------------------------------------
 DK7768  Click here for local accuracies and other accuracy information.
 DK7768
 DK7768.The horizontal coordinates were established by GPS observations
 DK7768.and adjusted by the MN DEPT OF TRANSP in May 2025.
 DK7768
 DK7768.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DK7768.been affixed to the stable North American tectonic plate. See 
 DK7768.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DK7768
 DK7768.The horizontal coordinates are valid at the epoch date displayed above
 DK7768.which is a decimal equivalence of Year/Month/Day.
 DK7768
 DK7768.The orthometric height was determined by differential leveling and
 DK7768.adjusted by the NATIONAL GEODETIC SURVEY
 DK7768.in April 2009.
 DK7768
 DK7768.Significant digits in the geoid height do not necessarily reflect accuracy.
 DK7768.GEOID18 height accuracy estimate available here.
 DK7768
 DK7768.Click photographs - Photos may exist for this station.
 DK7768
 DK7768.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DK7768
 DK7768.The Laplace correction was computed from DEFLEC18 derived deflections.
 DK7768
 DK7768.The ellipsoidal height was determined by GPS observations
 DK7768.and is referenced to NAD 83.
 DK7768
 DK7768.The dynamic height is computed by dividing the NAVD 88
 DK7768.geopotential number by the normal gravity value computed on the
 DK7768.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK7768.degrees latitude (g = 980.6199 gals.).
 DK7768
 DK7768.The modeled gravity was interpolated from observed gravity values.
 DK7768
 DK7768. The following values were computed from the NAD 83(2011) position.
 DK7768
 DK7768;                    North         East     Units Scale Factor Converg.
 DK7768;SPC MN S     -   389,155.439   581,927.467   MT  1.00009600   -1 57 29.8
 DK7768;SPC MN S     - 1,276,754.14  1,909,207.03   sFT  1.00009600   -1 57 29.8
 DK7768;UTM  14      - 5,048,492.842   672,151.266   MT  0.99996437   +1 34 32.9
 DK7768
 DK7768!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DK7768!SPC MN S     -   0.99995349  x   1.00009600  =   1.00004948
 DK7768!UTM  14      -   0.99995349  x   0.99996437  =   0.99991786
 DK7768
 DK7768_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPR7215148492(NAD 83)
 DK7768
 DK7768                          SUPERSEDED SURVEY CONTROL
 DK7768
 DK7768.No superseded survey control is available for this station.
 DK7768
 DK7768_MARKER: DB = BENCH MARK DISK
 DK7768_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 DK7768_STAMPING: 0604 A 1960
 DK7768_MARK LOGO: MNHD
 DK7768_PROJECTION: PROJECTING 10 CENTIMETERS
 DK7768_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DK7768_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DK7768_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DK7768+SATELLITE: SATELLITE OBSERVATIONS - January 07, 2025
 DK7768
 DK7768  HISTORY     - Date     Condition        Report By
 DK7768  HISTORY     - 1960     MONUMENTED       MNHD
 DK7768  HISTORY     - 20051018 GOOD             MNDT
 DK7768  HISTORY     - 20070531 GOOD             MNDT
 DK7768  HISTORY     - 20250107 GOOD             MNDT
 DK7768
 DK7768                          STATION DESCRIPTION
 DK7768
 DK7768'DESCRIBED BY MN DEPT OF TRANSP 2005 (WAS)
 DK7768'THE MARK IS 4.3 MI (6.9 KM) WEST ALONG TRUNK HIGHWAY 28 FROM THE
 DK7768'JUNCTION OF TRUNK HIGHWAY 28 AND MAIN STREET IN BEARDSLEY, AT TRUNK
 DK7768'HIGHWAY 28 MILE POINT 4.40, 480 FT (146.3 M) NORTH AND 355 FT (108.2
 DK7768'M) WEST OF CENTER OF SECTION 10, 69.6 FT (21.2 M) NORTHEAST OF TRUNK
 DK7768'HIGHWAY 28, 3.0 FT (0.9 M) NORTHWEST OF TELEPHONE PEDESTAL, 0.5 FT
 DK7768'(0.2 M) SOUTHWEST OF A WITNESS POST.
 DK7768
 DK7768                          STATION RECOVERY (2007)
 DK7768
 DK7768'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (CAG)
 DK7768'RECOVERED IN GOOD CONDITION.
 DK7768
 DK7768                          STATION RECOVERY (2025)
 DK7768
 DK7768'RECOVERY NOTE BY MN DEPT OF TRANSP 2025 (MPP)
 DK7768'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DK3984 ***********************************************************************
 DK3984  DESIGNATION -  0604 B
 DK3984  PID         -  DK3984
 DK3984  STATE/COUNTY-  MN/BIG STONE
 DK3984  COUNTRY     -  US
 DK3984  USGS QUAD   -  BROWNS VALLEY (2019)
 DK3984
 DK3984                         *CURRENT SURVEY CONTROL
 DK3984  ______________________________________________________________________
 DK3984* NAD 83(2011) POSITION- 45 33 35.84452(N) 096 46 55.06357(W)   ADJUSTED
 DK3984* NAD 83(2011) ELLIP HT-   307.142 (meters)        (06/27/12)   ADJUSTED
 DK3984* NAD 83(2011) EPOCH   -  2010.00
 DK3984* NAVD 88 ORTHO HEIGHT -   333.097 (meters)     1092.84  (feet) ADJUSTED
 DK3984  ______________________________________________________________________
 DK3984  GEOID HEIGHT    -        -25.959 (meters)                     GEOID18
 DK3984  NAD 83(2011) X  -   -528,291.943 (meters)                     COMP
 DK3984  NAD 83(2011) Y  - -4,442,284.011 (meters)                     COMP
 DK3984  NAD 83(2011) Z  -  4,531,356.681 (meters)                     COMP
 DK3984  LAPLACE CORR    -         -1.93  (seconds)                    DEFLEC18
 DK3984  DYNAMIC HEIGHT  -        333.083 (meters)     1092.79  (feet) COMP
 DK3984  MODELED GRAVITY -    980,564.6   (mgal)                       NAVD 88
 DK3984
 DK3984  VERT ORDER      -  SECOND    CLASS I
 DK3984
 DK3984  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DK3984  Standards:
 DK3984         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DK3984            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DK3984  -------------------------------------------------------------------
 DK3984  NETWORK    0.31   0.45           0.14   0.11   0.23      0.00331759
 DK3984  -------------------------------------------------------------------
 DK3984  Click here for local accuracies and other accuracy information.
 DK3984
 DK3984.The horizontal coordinates were established by GPS observations
 DK3984.and adjusted by the National Geodetic Survey in June 2012.
 DK3984
 DK3984.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DK3984.been affixed to the stable North American tectonic plate. See 
 DK3984.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DK3984
 DK3984.The horizontal coordinates are valid at the epoch date displayed above
 DK3984.which is a decimal equivalence of Year/Month/Day.
 DK3984
 DK3984.The orthometric height was determined by differential leveling and
 DK3984.adjusted by the NATIONAL GEODETIC SURVEY
 DK3984.in April 2009.
 DK3984
 DK3984.Significant digits in the geoid height do not necessarily reflect accuracy.
 DK3984.GEOID18 height accuracy estimate available here.
 DK3984
 DK3984.Click photographs - Photos may exist for this station.
 DK3984
 DK3984.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DK3984
 DK3984.The Laplace correction was computed from DEFLEC18 derived deflections.
 DK3984
 DK3984.The ellipsoidal height was determined by GPS observations
 DK3984.and is referenced to NAD 83.
 DK3984
 DK3984.The dynamic height is computed by dividing the NAVD 88
 DK3984.geopotential number by the normal gravity value computed on the
 DK3984.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK3984.degrees latitude (g = 980.6199 gals.).
 DK3984
 DK3984.The modeled gravity was interpolated from observed gravity values.
 DK3984
 DK3984. The following values were computed from the NAD 83(2011) position.
 DK3984
 DK3984;                    North         East     Units Scale Factor Converg.
 DK3984;SPC MN S     -   388,156.001   582,819.817   MT  1.00009317   -1 56 59.8
 DK3984;SPC MN S     - 1,273,475.15  1,912,134.68   sFT  1.00009317   -1 56 59.8
 DK3984;UTM  14      - 5,047,550.432   673,103.403   MT  0.99996842   +1 35 02.5
 DK3984
 DK3984!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DK3984!SPC MN S     -   0.99995185  x   1.00009317  =   1.00004502
 DK3984!UTM  14      -   0.99995185  x   0.99996842  =   0.99992027
 DK3984
 DK3984_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPR7310347550(NAD 83)
 DK3984
 DK3984                          SUPERSEDED SURVEY CONTROL
 DK3984
 DK3984  NAD 83(2007)-  45 33 35.84450(N)    096 46 55.06454(W) AD(2002.00) 1
 DK3984  ELLIP H (07/09/09)  307.169  (m)                       GP(2002.00) 3 1
 DK3984  NAD 83(1996)-  45 33 35.84401(N)    096 46 55.06415(W) AD(       ) 1
 DK3984  ELLIP H (03/06/08)  307.201  (m)                       GP(       ) 3 1
 DK3984  NAVD 88             333.09   (m)         1092.8    (f) LEVELING    3  
 DK3984
 DK3984.Superseded values are not recommended for survey control.
 DK3984
 DK3984.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK3984.See file dsdata.pdf to determine how the superseded data were derived.
 DK3984
 DK3984_MARKER: DB = BENCH MARK DISK
 DK3984_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 DK3984_STAMPING: 0604 B 1960
 DK3984_MARK LOGO: MNHD
 DK3984_PROJECTION: FLUSH
 DK3984_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DK3984_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DK3984_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DK3984+SATELLITE: SATELLITE OBSERVATIONS - January 07, 2025
 DK3984
 DK3984  HISTORY     - Date     Condition        Report By
 DK3984  HISTORY     - 1960     MONUMENTED       MNHD
 DK3984  HISTORY     - 20051018 GOOD             MNDT
 DK3984  HISTORY     - 20130703 GOOD             MNDT
 DK3984  HISTORY     - 20210607 GOOD             MNDT
 DK3984  HISTORY     - 20250107 GOOD             MNDT
 DK3984
 DK3984                          STATION DESCRIPTION
 DK3984
 DK3984'DESCRIBED BY MN HIGHWAY DEPT 1960
 DK3984'4.45 MILES WEST ON TRUNK HIGHWAY 28 FROM JUNCTION OF TRUNK HIGHWAY 28
 DK3984'AND MAIN STREET IN BEARDSLEY, AT TRUNK HIGHWAY 28 MILEPOINT 5.25, 79.4
 DK3984'FEET SOUTH OF TRUNK HIGHWAY 28, 63.5 FEET EAST OF ROAD TO SEWER PONDS,
 DK3984'45.5 FEET NORTH OF EAST-WEST FENCE LINE, 1.0 FEET EAST OF WITNESS
 DK3984'POST.
 DK3984
 DK3984                          STATION RECOVERY (2005)
 DK3984
 DK3984'RECOVERY NOTE BY MN DEPT OF TRANSP 2005 (WAS)
 DK3984'RECOVERED AS DESCRIBED.
 DK3984
 DK3984                          STATION RECOVERY (2013)
 DK3984
 DK3984'RECOVERY NOTE BY MN DEPT OF TRANSP 2013 (JXJ)
 DK3984'RECOVERED AS DESCRIBED.
 DK3984
 DK3984                          STATION RECOVERY (2021)
 DK3984
 DK3984'RECOVERY NOTE BY MN DEPT OF TRANSP 2021 (SEL)
 DK3984'RECOVERED IN GOOD CONDITION.
 DK3984
 DK3984                          STATION RECOVERY (2025)
 DK3984
 DK3984'RECOVERY NOTE BY MN DEPT OF TRANSP 2025 (MPP)
 DK3984'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DK7769 ***********************************************************************
 DK7769  DESIGNATION -  0604 C
 DK7769  PID         -  DK7769
 DK7769  STATE/COUNTY-  MN/BIG STONE
 DK7769  COUNTRY     -  US
 DK7769  USGS QUAD   -  BROWNS VALLEY (2019)
 DK7769
 DK7769                         *CURRENT SURVEY CONTROL
 DK7769  ______________________________________________________________________
 DK7769* NAD 83(2011) POSITION- 45 33 35.68528(N) 096 45 40.75720(W)   ADJUSTED
 DK7769* NAD 83(2011) ELLIP HT-   303.784 (meters)        (05/08/25)   ADJUSTED
 DK7769* NAD 83(2011) EPOCH   -  2010.00
 DK7769* NAVD 88 ORTHO HEIGHT -   329.757 (meters)     1081.88  (feet) ADJUSTED
 DK7769  ______________________________________________________________________
 DK7769  GEOID HEIGHT    -        -25.976 (meters)                     GEOID18
 DK7769  NAD 83(2011) X  -   -526,691.724 (meters)                     COMP
 DK7769  NAD 83(2011) Y  - -4,442,475.190 (meters)                     COMP
 DK7769  NAD 83(2011) Z  -  4,531,350.841 (meters)                     COMP
 DK7769  LAPLACE CORR    -         -2.14  (seconds)                    DEFLEC18
 DK7769  DYNAMIC HEIGHT  -        329.743 (meters)     1081.83  (feet) COMP
 DK7769  MODELED GRAVITY -    980,564.2   (mgal)                       NAVD 88
 DK7769
 DK7769  VERT ORDER      -  SECOND    CLASS I
 DK7769
 DK7769  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DK7769  Standards:
 DK7769         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DK7769            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DK7769  -------------------------------------------------------------------
 DK7769  NETWORK    0.43   0.69           0.19   0.16   0.35     -0.01823333
 DK7769  -------------------------------------------------------------------
 DK7769  Click here for local accuracies and other accuracy information.
 DK7769
 DK7769.The horizontal coordinates were established by GPS observations
 DK7769.and adjusted by the MN DEPT OF TRANSP in May 2025.
 DK7769
 DK7769.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DK7769.been affixed to the stable North American tectonic plate. See 
 DK7769.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DK7769
 DK7769.The horizontal coordinates are valid at the epoch date displayed above
 DK7769.which is a decimal equivalence of Year/Month/Day.
 DK7769
 DK7769.The orthometric height was determined by differential leveling and
 DK7769.adjusted by the NATIONAL GEODETIC SURVEY
 DK7769.in April 2009.
 DK7769
 DK7769.Significant digits in the geoid height do not necessarily reflect accuracy.
 DK7769.GEOID18 height accuracy estimate available here.
 DK7769
 DK7769.Click photographs - Photos may exist for this station.
 DK7769
 DK7769.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DK7769
 DK7769.The Laplace correction was computed from DEFLEC18 derived deflections.
 DK7769
 DK7769.The ellipsoidal height was determined by GPS observations
 DK7769.and is referenced to NAD 83.
 DK7769
 DK7769.The dynamic height is computed by dividing the NAVD 88
 DK7769.geopotential number by the normal gravity value computed on the
 DK7769.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK7769.degrees latitude (g = 980.6199 gals.).
 DK7769
 DK7769.The modeled gravity was interpolated from observed gravity values.
 DK7769
 DK7769. The following values were computed from the NAD 83(2011) position.
 DK7769
 DK7769;                    North         East     Units Scale Factor Converg.
 DK7769;SPC MN S     -   388,096.451   584,430.395   MT  1.00009315   -1 56 07.8
 DK7769;SPC MN S     - 1,273,279.77  1,917,418.72   sFT  1.00009315   -1 56 07.8
 DK7769;UTM  14      - 5,047,590.271   674,714.395   MT  0.99997531   +1 35 55.6
 DK7769
 DK7769!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DK7769!SPC MN S     -   0.99995238  x   1.00009315  =   1.00004552
 DK7769!UTM  14      -   0.99995238  x   0.99997531  =   0.99992769
 DK7769
 DK7769_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPR7471447590(NAD 83)
 DK7769
 DK7769                          SUPERSEDED SURVEY CONTROL
 DK7769
 DK7769.No superseded survey control is available for this station.
 DK7769
 DK7769_MARKER: DB = BENCH MARK DISK
 DK7769_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 DK7769_STAMPING: 0604 C 1960
 DK7769_MARK LOGO: MNHD
 DK7769_PROJECTION: PROJECTING 3 CENTIMETERS
 DK7769_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DK7769_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DK7769_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DK7769+SATELLITE: SATELLITE OBSERVATIONS - January 07, 2025
 DK7769
 DK7769  HISTORY     - Date     Condition        Report By
 DK7769  HISTORY     - 1960     MONUMENTED       MNHD
 DK7769  HISTORY     - 20051018 GOOD             MNDT
 DK7769  HISTORY     - 20070531 GOOD             MNDT
 DK7769  HISTORY     - 20250107 GOOD             MNDT
 DK7769
 DK7769                          STATION DESCRIPTION
 DK7769
 DK7769'DESCRIBED BY MN DEPT OF TRANSP 2005 (WAS)
 DK7769'THE STATION IS LOCATED ABOUT 9.8 MI (15.8 KM) WEST OF BARRY, 4.3 MI
 DK7769'(6.9 KM) SOUTHEAST OF BROWNS VALLEY AND 2.4 MI (3.9 KM) WEST OF
 DK7769'BEARDSLEY WEST ALONG TRUNK HIGHWAY 28 FROM THE JUNCTION OF TRUNK
 DK7769'HIGHWAY 28 AND MAIN STREET IN BEARDSLEY, AT TRUNK HIGHWAY 28 MILE
 DK7769'POINT 6.35, 76 FT (23.2 M) SOUTH OF TRUNK HIGHWAY 28, 55 FT (16.8 M)
 DK7769'EAST OF COUNTY ROAD 54, 1.1 FT (0.3 M) EAST OF NATIONAL GEODETIC
 DK7769'SURVEY CARBONITE WITNESS POST, 0.4 FT (0.1 M) NORTH OF A WITNESS POST.
 DK7769
 DK7769                          STATION RECOVERY (2007)
 DK7769
 DK7769'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (CAG)
 DK7769'RECOVERED IN GOOD CONDITION.
 DK7769
 DK7769                          STATION RECOVERY (2025)
 DK7769
 DK7769'RECOVERY NOTE BY MN DEPT OF TRANSP 2025 (MPP)
 DK7769'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DK3985 ***********************************************************************
 DK3985  DESIGNATION -  0604 E
 DK3985  PID         -  DK3985
 DK3985  STATE/COUNTY-  MN/BIG STONE
 DK3985  COUNTRY     -  US
 DK3985  USGS QUAD   -  BEARDSLEY (2019)
 DK3985
 DK3985                         *CURRENT SURVEY CONTROL
 DK3985  ______________________________________________________________________
 DK3985* NAD 83(2011) POSITION- 45 33 31.32698(N) 096 43 14.80761(W)   ADJUSTED
 DK3985* NAD 83(2011) ELLIP HT-   306.867 (meters)        (06/27/12)   ADJUSTED
 DK3985* NAD 83(2011) EPOCH   -  2010.00
 DK3985* NAVD 88 ORTHO HEIGHT -   332.864 (meters)     1092.07  (feet) ADJUSTED
 DK3985  ______________________________________________________________________
 DK3985  GEOID HEIGHT    -        -26.004 (meters)                     GEOID18
 DK3985  NAD 83(2011) X  -   -523,559.666 (meters)                     COMP
 DK3985  NAD 83(2011) Y  - -4,442,944.312 (meters)                     COMP
 DK3985  NAD 83(2011) Z  -  4,531,258.827 (meters)                     COMP
 DK3985  LAPLACE CORR    -         -1.84  (seconds)                    DEFLEC18
 DK3985  DYNAMIC HEIGHT  -        332.849 (meters)     1092.02  (feet) COMP
 DK3985  MODELED GRAVITY -    980,561.2   (mgal)                       NAVD 88
 DK3985
 DK3985  VERT ORDER      -  SECOND    CLASS I
 DK3985
 DK3985  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DK3985  Standards:
 DK3985         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DK3985            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DK3985  -------------------------------------------------------------------
 DK3985  NETWORK    0.20   0.41           0.09   0.07   0.21     -0.01953036
 DK3985  -------------------------------------------------------------------
 DK3985  Click here for local accuracies and other accuracy information.
 DK3985
 DK3985.The horizontal coordinates were established by GPS observations
 DK3985.and adjusted by the National Geodetic Survey in June 2012.
 DK3985
 DK3985.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DK3985.been affixed to the stable North American tectonic plate. See 
 DK3985.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DK3985
 DK3985.The horizontal coordinates are valid at the epoch date displayed above
 DK3985.which is a decimal equivalence of Year/Month/Day.
 DK3985
 DK3985.The orthometric height was determined by differential leveling and
 DK3985.adjusted by the NATIONAL GEODETIC SURVEY
 DK3985.in March 2020.
 DK3985
 DK3985.Significant digits in the geoid height do not necessarily reflect accuracy.
 DK3985.GEOID18 height accuracy estimate available here.
 DK3985
 DK3985.Click photographs - Photos may exist for this station.
 DK3985
 DK3985.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DK3985
 DK3985.The Laplace correction was computed from DEFLEC18 derived deflections.
 DK3985
 DK3985.The ellipsoidal height was determined by GPS observations
 DK3985.and is referenced to NAD 83.
 DK3985
 DK3985.The dynamic height is computed by dividing the NAVD 88
 DK3985.geopotential number by the normal gravity value computed on the
 DK3985.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK3985.degrees latitude (g = 980.6199 gals.).
 DK3985
 DK3985.The modeled gravity was interpolated from observed gravity values.
 DK3985
 DK3985. The following values were computed from the NAD 83(2011) position.
 DK3985
 DK3985;                    North         East     Units Scale Factor Converg.
 DK3985;SPC MN S     -   387,855.829   587,589.719   MT  1.00009276   -1 54 25.5
 DK3985;SPC MN S     - 1,272,490.33  1,927,783.94   sFT  1.00009276   -1 54 25.5
 DK3985;UTM  14      - 5,047,544.884   677,882.192   MT  0.99998904   +1 37 39.8
 DK3985
 DK3985!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DK3985!SPC MN S     -   0.99995189  x   1.00009276  =   1.00004465
 DK3985!UTM  14      -   0.99995189  x   0.99998904  =   0.99994093
 DK3985
 DK3985_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPR7788247544(NAD 83)
 DK3985
 DK3985                          SUPERSEDED SURVEY CONTROL
 DK3985
 DK3985  NAD 83(2007)-  45 33 31.32698(N)    096 43 14.80858(W) AD(2002.00) 1
 DK3985  ELLIP H (07/09/09)  306.894  (m)                       GP(2002.00) 3 1
 DK3985  NAD 83(1996)-  45 33 31.32646(N)    096 43 14.80816(W) AD(       ) 1
 DK3985  ELLIP H (03/06/08)  306.927  (m)                       GP(       ) 3 1
 DK3985  NAVD 88 (04/02/09)  332.862  (m)         1092.06   (f) SUPERSEDED  2 1
 DK3985  NAVD 88             332.86   (m)         1092.1    (f) LEVELING    3  
 DK3985
 DK3985.Superseded values are not recommended for survey control.
 DK3985
 DK3985.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK3985.See file dsdata.pdf to determine how the superseded data were derived.
 DK3985
 DK3985_MARKER: DB = BENCH MARK DISK
 DK3985_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 DK3985_STAMPING: 0604 E 1960
 DK3985_MARK LOGO: MNHD
 DK3985_PROJECTION: FLUSH
 DK3985_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DK3985_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DK3985_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DK3985+SATELLITE: SATELLITE OBSERVATIONS - March 26, 2025
 DK3985
 DK3985  HISTORY     - Date     Condition        Report By
 DK3985  HISTORY     - 1960     MONUMENTED       MNHD
 DK3985  HISTORY     - 20051013 GOOD             MNDT
 DK3985  HISTORY     - 20130703 GOOD             MNDT
 DK3985  HISTORY     - 20210607 GOOD             MNDT
 DK3985  HISTORY     - 20250107 GOOD             MNDT
 DK3985  HISTORY     - 20250326 GOOD             MNDT
 DK3985
 DK3985                          STATION DESCRIPTION
 DK3985
 DK3985'DESCRIBED BY MN HIGHWAY DEPT 1960
 DK3985'49.5 FEET WEST ON TRUNK HIGHWAY 28 FROM JUNCTION OF TRUNK HIGHWAY 28
 DK3985'AND MAIN STREET IN BEARDSLEY, AT TRUNK HIGHWAY 28 MILEPOINT 8.25, IN
 DK3985'SOUTHWEST QUADRANT OF INTERSECTION OF TRUNK HIGHWAY 28 AND COUNTY ROAD
 DK3985'33, 46.3 FEET NORTH OF TELEPHONE CABLE PEDESTAL NUMBER SP, 7.1 FEET
 DK3985'NORTH-NORTHEAST OF POWER POLE, 0.4 FEET EAST OF WITNESS POST.
 DK3985
 DK3985                          STATION RECOVERY (2005)
 DK3985
 DK3985'RECOVERY NOTE BY MN DEPT OF TRANSP 2005 (WAS)
 DK3985'THE MARK IS 0.40 MI (0.6 KM) WEST ON TRUNK HIGHWAY 28 FROM THE
 DK3985'JUNCTION OF TRUNK HIGHWAY 28 AND MAIN STREET IN BEARDSLEY, AT TRUNK
 DK3985'HIGHWAY 28 MILE POINT 8.25, IN SOUTHWEST QUADRANT OF INTERSECTION OF
 DK3985'TRUNK HIGHWAY 28 AND COUNTY ROAD 33, 47.4 FT (14.4 M) NORTH OF
 DK3985'TELEPHONE CABLE PEDESTAL NUMBER SPIRE, 7.9 FT (2.4 M) NORTH-NORTHEAST
 DK3985'OF POWER POLE, 0.4 FT (0.1 M) EAST OF A WITNESS POST.
 DK3985
 DK3985                          STATION RECOVERY (2013)
 DK3985
 DK3985'RECOVERY NOTE BY MN DEPT OF TRANSP 2013 (BEN)
 DK3985'RECOVERED AS DESCRIBED.
 DK3985
 DK3985                          STATION RECOVERY (2021)
 DK3985
 DK3985'RECOVERY NOTE BY MN DEPT OF TRANSP 2021 (TJD)
 DK3985'RECOVERED IN GOOD CONDITION.
 DK3985
 DK3985                          STATION RECOVERY (2025)
 DK3985
 DK3985'RECOVERY NOTE BY MN DEPT OF TRANSP 2025 (MPP)
 DK3985'RECOVERED AS DESCRIBED.
 DK3985
 DK3985                          STATION RECOVERY (2025)
 DK3985
 DK3985'RECOVERY NOTE BY MN DEPT OF TRANSP 2025 (MPP)
 DK3985'THE MARK IS LOCATED ABOUT 0.4 MI (0.6 KM) WEST OF BEARDSLEY, 0.4 MI
 DK3985'(0.6 KM) WEST ALONG TRUNK HIGHWAY 28 FROM THE JUNCTION OF TRUNK
 DK3985'HIGHWAY 28 AND MAIN STREET IN BEARDSLEY, AT TRUNK HIGHWAY 28 MILE
 DK3985'POINT 8.25, IN THE SOUTHWEST QUADRANT OF THE INTERSECTION OF TRUNK
 DK3985'HIGHWAY 28 AND COUNTY ROAD 33, 46.3 FT (14.1 M) NORTH OF A TELEPHONE
 DK3985'CABLE PEDESTAL NUMBER SPIRE, 7.1 FT (2.2 M) NORTH-NORTHEAST OF A POWER
 DK3985'POLE, 0.4 FT (12 CM) EAST OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DK7771 ***********************************************************************
 DK7771  DESIGNATION -  0604 F
 DK7771  PID         -  DK7771
 DK7771  STATE/COUNTY-  MN/BIG STONE
 DK7771  COUNTRY     -  US
 DK7771  USGS QUAD   -  BROWNS VALLEY (2019)
 DK7771
 DK7771                         *CURRENT SURVEY CONTROL
 DK7771  ______________________________________________________________________
 DK7771* NAD 83(2011) POSITION- 45 34 47.54977(N) 096 48 11.52617(W)   ADJUSTED
 DK7771* NAD 83(2011) ELLIP HT-   290.443 (meters)        (05/08/25)   ADJUSTED
 DK7771* NAD 83(2011) EPOCH   -  2010.00
 DK7771* NAVD 88 ORTHO HEIGHT -   316.415 (meters)     1038.10  (feet) ADJUSTED
 DK7771  ______________________________________________________________________
 DK7771  GEOID HEIGHT    -        -25.966 (meters)                     GEOID18
 DK7771  NAD 83(2011) X  -   -529,750.005 (meters)                     COMP
 DK7771  NAD 83(2011) Y  - -4,440,506.461 (meters)                     COMP
 DK7771  NAD 83(2011) Z  -  4,532,894.545 (meters)                     COMP
 DK7771  LAPLACE CORR    -         -1.77  (seconds)                    DEFLEC18
 DK7771  DYNAMIC HEIGHT  -        316.401 (meters)     1038.06  (feet) COMP
 DK7771  MODELED GRAVITY -    980,565.6   (mgal)                       NAVD 88
 DK7771
 DK7771  VERT ORDER      -  SECOND    CLASS I
 DK7771
 DK7771  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DK7771  Standards:
 DK7771         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DK7771            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DK7771  -------------------------------------------------------------------
 DK7771  NETWORK    0.45   0.69           0.20   0.16   0.35     -0.04992274
 DK7771  -------------------------------------------------------------------
 DK7771  Click here for local accuracies and other accuracy information.
 DK7771
 DK7771.The horizontal coordinates were established by GPS observations
 DK7771.and adjusted by the MN DEPT OF TRANSP in May 2025.
 DK7771
 DK7771.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DK7771.been affixed to the stable North American tectonic plate. See 
 DK7771.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DK7771
 DK7771.The horizontal coordinates are valid at the epoch date displayed above
 DK7771.which is a decimal equivalence of Year/Month/Day.
 DK7771
 DK7771.The orthometric height was determined by differential leveling and
 DK7771.adjusted by the NATIONAL GEODETIC SURVEY
 DK7771.in April 2009.
 DK7771
 DK7771.Significant digits in the geoid height do not necessarily reflect accuracy.
 DK7771.GEOID18 height accuracy estimate available here.
 DK7771
 DK7771.Click photographs - Photos may exist for this station.
 DK7771
 DK7771.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DK7771
 DK7771.The Laplace correction was computed from DEFLEC18 derived deflections.
 DK7771
 DK7771.The ellipsoidal height was determined by GPS observations
 DK7771.and is referenced to NAD 83.
 DK7771
 DK7771.The dynamic height is computed by dividing the NAVD 88
 DK7771.geopotential number by the normal gravity value computed on the
 DK7771.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK7771.degrees latitude (g = 980.6199 gals.).
 DK7771
 DK7771.The modeled gravity was interpolated from observed gravity values.
 DK7771
 DK7771. The following values were computed from the NAD 83(2011) position.
 DK7771
 DK7771;                    North         East     Units Scale Factor Converg.
 DK7771;SPC MN S     -   390,425.318   581,238.255   MT  1.00009969   -1 57 53.4
 DK7771;SPC MN S     - 1,280,920.40  1,906,945.84   sFT  1.00009969   -1 57 53.4
 DK7771;UTM  14      - 5,049,717.655   671,385.188   MT  0.99996114   +1 34 09.8
 DK7771
 DK7771!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DK7771!SPC MN S     -   0.99995447  x   1.00009969  =   1.00005415
 DK7771!UTM  14      -   0.99995447  x   0.99996114  =   0.99991561
 DK7771
 DK7771_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPR7138549717(NAD 83)
 DK7771
 DK7771                          SUPERSEDED SURVEY CONTROL
 DK7771
 DK7771.No superseded survey control is available for this station.
 DK7771
 DK7771_MARKER: DD = SURVEY DISK
 DK7771_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DK7771_STAMPING: 0604 F 2005
 DK7771_MARK LOGO: MNDT
 DK7771_PROJECTION: FLUSH
 DK7771_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DK7771_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DK7771_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DK7771+SATELLITE: SATELLITE OBSERVATIONS - January 07, 2025
 DK7771_ROD/PIPE-DEPTH: 4.6 meters
 DK7771
 DK7771  HISTORY     - Date     Condition        Report By
 DK7771  HISTORY     - 20051115 MONUMENTED       MNDT
 DK7771  HISTORY     - 20210607 GOOD             MNDT
 DK7771  HISTORY     - 20250107 GOOD             MNDT
 DK7771
 DK7771                          STATION DESCRIPTION
 DK7771
 DK7771'DESCRIBED BY MN DEPT OF TRANSP 2005
 DK7771'THE MARK IS 2.0 MI (3.2 KM) SOUTHEAST OF BROWNS VALLEY, 2.0 MI (3.2
 DK7771'KM) (3.2 KM) EAST AND SOUTHEAST ALONG TRUNK HIGHWAY 28 FROM THE
 DK7771'JUNCTION OF TRUNK HIGHWAY 28 AND COUNTY ROAD 4 IN BROWNS VALLEY, AT
 DK7771'TRUNK HIGHWAY 28 MILE POINT 3.5, 75.5 FT (23.0 M) SOUTH-SOUTHWEST OF A
 DK7771'FIELD ENTRANCE, 74.4 FT (22.7 M) SOUTHWEST OF TRUNK HIGHWAY 28, 66.6
 DK7771'FT (20.3 M) NORTH-NORTHWEST OF SIX INCH STEEL VENT PIPE, 4.2 FT (1.3
 DK7771'M) EAST-NORTHEAST OF A FENCE LINE, 1.0 FT (0.3 M) NORTHEAST OF A
 DK7771'WITNESS POST.
 DK7771
 DK7771                          STATION RECOVERY (2021)
 DK7771
 DK7771'RECOVERY NOTE BY MN DEPT OF TRANSP 2021 (TJD)
 DK7771'RECOVERED IN GOOD CONDITION.
 DK7771
 DK7771                          STATION RECOVERY (2025)
 DK7771
 DK7771'RECOVERY NOTE BY MN DEPT OF TRANSP 2025 (MPP)
 DK7771'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DS3567 ***********************************************************************
 DS3567  HT_MOD      -  This is a Height Modernization Survey Station.
 DS3567  DESIGNATION -  0604 G
 DS3567  PID         -  DS3567
 DS3567  STATE/COUNTY-  MN/BIG STONE
 DS3567  COUNTRY     -  US
 DS3567  USGS QUAD   -  BEARDSLEY (2019)
 DS3567
 DS3567                         *CURRENT SURVEY CONTROL
 DS3567  ______________________________________________________________________
 DS3567* NAD 83(2011) POSITION- 45 33 35.73854(N) 096 44 26.49265(W)   ADJUSTED
 DS3567* NAD 83(2011) ELLIP HT-   308.690 (meters)        (05/08/25)   ADJUSTED
 DS3567* NAD 83(2011) EPOCH   -  2010.00
 DS3567* NAVD 88 ORTHO HEIGHT -   334.67  (meters)     1098.0   (feet) GPS OBS
 DS3567  ______________________________________________________________________
 DS3567  GEOID HEIGHT    -        -25.991 (meters)                     GEOID18
 DS3567  NAD 83(2011) X  -   -525,092.465 (meters)                     COMP
 DS3567  NAD 83(2011) Y  - -4,442,666.780 (meters)                     COMP
 DS3567  NAD 83(2011) Z  -  4,531,355.495 (meters)                     COMP
 DS3567  LAPLACE CORR    -         -1.91  (seconds)                    DEFLEC18
 DS3567
 DS3567  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DS3567  Standards:
 DS3567         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DS3567            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DS3567  -------------------------------------------------------------------
 DS3567  NETWORK    0.46   0.73           0.21   0.16   0.37     -0.04556288
 DS3567  -------------------------------------------------------------------
 DS3567  Click here for local accuracies and other accuracy information.
 DS3567
 DS3567.The horizontal coordinates were established by GPS observations
 DS3567.and adjusted by the MN DEPT OF TRANSP in May 2025.
 DS3567
 DS3567.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DS3567.been affixed to the stable North American tectonic plate. See 
 DS3567.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DS3567
 DS3567.The horizontal coordinates are valid at the epoch date displayed above
 DS3567.which is a decimal equivalence of Year/Month/Day.
 DS3567
 DS3567.The orthometric height was determined by GPS observations and a
 DS3567.high-resolution geoid model using precise GPS observation and
 DS3567.processing techniques.
 DS3567
 DS3567.Significant digits in the geoid height do not necessarily reflect accuracy.
 DS3567.GEOID18 height accuracy estimate available here.
 DS3567
 DS3567.Click photographs - Photos may exist for this station.
 DS3567
 DS3567.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DS3567
 DS3567.The Laplace correction was computed from DEFLEC18 derived deflections.
 DS3567
 DS3567.The ellipsoidal height was determined by GPS observations
 DS3567.and is referenced to NAD 83.
 DS3567
 DS3567. The following values were computed from the NAD 83(2011) position.
 DS3567
 DS3567;                    North         East     Units Scale Factor Converg.
 DS3567;SPC MN S     -   388,043.895   586,040.304   MT  1.00009316   -1 55 15.7
 DS3567;SPC MN S     - 1,273,107.35  1,922,700.56   sFT  1.00009316   -1 55 15.7
 DS3567;UTM  14      - 5,047,637.057   676,324.296   MT  0.99998226   +1 36 48.7
 DS3567
 DS3567!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DS3567!SPC MN S     -   0.99995161  x   1.00009316  =   1.00004476
 DS3567!UTM  14      -   0.99995161  x   0.99998226  =   0.99993387
 DS3567
 DS3567_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPR7632447637(NAD 83)
 DS3567
 DS3567                          SUPERSEDED SURVEY CONTROL
 DS3567
 DS3567.No superseded survey control is available for this station.
 DS3567
 DS3567_MARKER: I = METAL ROD
 DS3567_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DS3567_STAMPING: 0604 G 2023
 DS3567_MARK LOGO: MNDT
 DS3567_PROJECTION: RECESSED 15 CENTIMETERS
 DS3567_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DS3567_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DS3567_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DS3567+SATELLITE: SATELLITE OBSERVATIONS - January 07, 2025
 DS3567_ROD/PIPE-DEPTH: 9.1 meters
 DS3567
 DS3567  HISTORY     - Date     Condition        Report By
 DS3567  HISTORY     - 20230920 MONUMENTED       MNDT
 DS3567  HISTORY     - 20250107 GOOD             MNDT
 DS3567
 DS3567                          STATION DESCRIPTION
 DS3567
 DS3567'DESCRIBED BY MN DEPT OF TRANSP 2025 (MPP)
 DS3567'1.5 WEST OF BEARDSLEY, 2.0 MILES WEST ALONG TRUNK HIGHWAY 28 FROM THE
 DS3567'JUNCTION OF TRUNK HIGHWAY 28 AND TRUNK HIGHWAY 7 (THE JUNCTION IS 0.5
 DS3567'MILE EAST OF BEARDSLEY), AT TRUNK HIGHWAY 28 MILEPOINT 7.25, 73.0 FEET
 DS3567'SOUTH OF TRUNK HIGHWAY 28, 38.2 FEET EAST OF 880TH AVENUE, 3.1 FEET
 DS3567'NORTHWEST OF A RIGHT-OF-WAY POST, 2.7 FEET NORTHWEST OF A WITNESS
 DS3567'POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DJ8646 ***********************************************************************
 DJ8646  DESIGNATION -  0605 A RESET
 DJ8646  PID         -  DJ8646
 DJ8646  STATE/COUNTY-  MN/BIG STONE
 DJ8646  COUNTRY     -  US
 DJ8646  USGS QUAD   -  BEARDSLEY (2019)
 DJ8646
 DJ8646                         *CURRENT SURVEY CONTROL
 DJ8646  ______________________________________________________________________
 DJ8646* NAD 83(2011) POSITION- 45 33 34.07301(N) 096 40 43.83592(W)   ADJUSTED
 DJ8646* NAD 83(2011) ELLIP HT-   320.926 (meters)        (05/08/25)   ADJUSTED
 DJ8646* NAD 83(2011) EPOCH   -  2010.00
 DJ8646* NAVD 88 ORTHO HEIGHT -   346.956 (meters)     1138.30  (feet) ADJUSTED
 DJ8646  ______________________________________________________________________
 DJ8646  GEOID HEIGHT    -        -26.029 (meters)                     GEOID18
 DJ8646  NAD 83(2011) X  -   -520,301.700 (meters)                     COMP
 DJ8646  NAD 83(2011) Y  - -4,443,275.988 (meters)                     COMP
 DJ8646  NAD 83(2011) Z  -  4,531,328.227 (meters)                     COMP
 DJ8646  LAPLACE CORR    -         -1.40  (seconds)                    DEFLEC18
 DJ8646  DYNAMIC HEIGHT  -        346.940 (meters)     1138.25  (feet) COMP
 DJ8646  MODELED GRAVITY -    980,559.4   (mgal)                       NAVD 88
 DJ8646
 DJ8646  VERT ORDER      -  SECOND    CLASS I
 DJ8646
 DJ8646  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DJ8646  Standards:
 DJ8646         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DJ8646            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DJ8646  -------------------------------------------------------------------
 DJ8646  NETWORK    0.41   0.65           0.19   0.14   0.33      0.02277124
 DJ8646  -------------------------------------------------------------------
 DJ8646  Click here for local accuracies and other accuracy information.
 DJ8646
 DJ8646.The horizontal coordinates were established by GPS observations
 DJ8646.and adjusted by the MN DEPT OF TRANSP in May 2025.
 DJ8646
 DJ8646.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DJ8646.been affixed to the stable North American tectonic plate. See 
 DJ8646.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DJ8646
 DJ8646.The horizontal coordinates are valid at the epoch date displayed above
 DJ8646.which is a decimal equivalence of Year/Month/Day.
 DJ8646
 DJ8646.The orthometric height was determined by differential leveling and
 DJ8646.adjusted by the NATIONAL GEODETIC SURVEY
 DJ8646.in July 2008.
 DJ8646
 DJ8646.Significant digits in the geoid height do not necessarily reflect accuracy.
 DJ8646.GEOID18 height accuracy estimate available here.
 DJ8646
 DJ8646.Click photographs - Photos may exist for this station.
 DJ8646
 DJ8646.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DJ8646
 DJ8646.The Laplace correction was computed from DEFLEC18 derived deflections.
 DJ8646
 DJ8646.The ellipsoidal height was determined by GPS observations
 DJ8646.and is referenced to NAD 83.
 DJ8646
 DJ8646.The dynamic height is computed by dividing the NAVD 88
 DJ8646.geopotential number by the normal gravity value computed on the
 DJ8646.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ8646.degrees latitude (g = 980.6199 gals.).
 DJ8646
 DJ8646.The modeled gravity was interpolated from observed gravity values.
 DJ8646
 DJ8646. The following values were computed from the NAD 83(2011) position.
 DJ8646
 DJ8646;                    North         East     Units Scale Factor Converg.
 DJ8646;SPC MN S     -   387,832.436   590,865.290   MT  1.00009301   -1 52 39.6
 DJ8646;SPC MN S     - 1,272,413.58  1,938,530.54   sFT  1.00009301   -1 52 39.6
 DJ8646;UTM  14      - 5,047,723.489   681,152.656   MT  1.00000348   +1 39 27.7
 DJ8646
 DJ8646!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DJ8646!SPC MN S     -   0.99994969  x   1.00009301  =   1.00004269
 DJ8646!UTM  14      -   0.99994969  x   1.00000348  =   0.99995317
 DJ8646
 DJ8646_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPR8115247723(NAD 83)
 DJ8646
 DJ8646                          SUPERSEDED SURVEY CONTROL
 DJ8646
 DJ8646.No superseded survey control is available for this station.
 DJ8646
 DJ8646_MARKER: DB = BENCH MARK DISK
 DJ8646_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 DJ8646_STAMPING: 0605 A RESET 1964
 DJ8646_MARK LOGO: MNHD
 DJ8646_PROJECTION: FLUSH
 DJ8646_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DJ8646_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DJ8646_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DJ8646+SATELLITE: SATELLITE OBSERVATIONS - January 07, 2025
 DJ8646
 DJ8646  HISTORY     - Date     Condition        Report By
 DJ8646  HISTORY     - 1964     MONUMENTED       MNHD
 DJ8646  HISTORY     - 20050922 GOOD             MNDT
 DJ8646  HISTORY     - 20070531 GOOD             MNDT
 DJ8646  HISTORY     - 20250107 GOOD             MNDT
 DJ8646
 DJ8646                          STATION DESCRIPTION
 DJ8646
 DJ8646'DESCRIBED BY MN DEPT OF TRANSP 2005 (BS)
 DJ8646'2.0 MI (3.2 KM) EAST OF BEARDSLEY, 1.0 MI (1.6 KM) EAST ALONG TRUNK
 DJ8646'HIGHWAY 28 FROM THE JUNCTION OF TRUNK HIGHWAY 28 AND TRUNK HIGHWAY 8
 DJ8646'NEAR BEARDSLEY, AT TRUNK HIGHWAY 28 MILE POINT 10.3, 100.0 FT (30.5 M)
 DJ8646'EAST OF TOWNSHIP ROAD, 69.5 FT (21.2 M) SOUTH OF TRUNK HIGHWAY 28,
 DJ8646'46.3 FT (14.1 M) EAST OF CABLE PEDESTAL (203), 0.4 FT (0.1 M) EAST OF
 DJ8646'A WITNESS POST
 DJ8646
 DJ8646                          STATION RECOVERY (2007)
 DJ8646
 DJ8646'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (CAG)
 DJ8646'RECOVERED IN GOOD CONDITION.
 DJ8646
 DJ8646                          STATION RECOVERY (2025)
 DJ8646
 DJ8646'RECOVERY NOTE BY MN DEPT OF TRANSP 2025 (MPP)
 DJ8646'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DJ8647 ***********************************************************************
 DJ8647  DESIGNATION -  0605 B
 DJ8647  PID         -  DJ8647
 DJ8647  STATE/COUNTY-  MN/BIG STONE
 DJ8647  COUNTRY     -  US
 DJ8647  USGS QUAD   -  BEARDSLEY (2019)
 DJ8647
 DJ8647                         *CURRENT SURVEY CONTROL
 DJ8647  ______________________________________________________________________
 DJ8647* NAD 83(2011) POSITION- 45 33 33.36344(N) 096 39 32.02841(W)   ADJUSTED
 DJ8647* NAD 83(2011) ELLIP HT-   318.367 (meters)        (05/08/25)   ADJUSTED
 DJ8647* NAD 83(2011) EPOCH   -  2010.00
 DJ8647* NAVD 88 ORTHO HEIGHT -   344.398 (meters)     1129.91  (feet) ADJUSTED
 DJ8647  ______________________________________________________________________
 DJ8647  GEOID HEIGHT    -        -26.040 (meters)                     GEOID18
 DJ8647  NAD 83(2011) X  -   -518,756.425 (meters)                     COMP
 DJ8647  NAD 83(2011) Y  - -4,443,470.609 (meters)                     COMP
 DJ8647  NAD 83(2011) Z  -  4,531,311.061 (meters)                     COMP
 DJ8647  LAPLACE CORR    -         -1.47  (seconds)                    DEFLEC18
 DJ8647  DYNAMIC HEIGHT  -        344.382 (meters)     1129.86  (feet) COMP
 DJ8647  MODELED GRAVITY -    980,559.1   (mgal)                       NAVD 88
 DJ8647
 DJ8647  VERT ORDER      -  SECOND    CLASS I
 DJ8647
 DJ8647  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DJ8647  Standards:
 DJ8647         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DJ8647            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DJ8647  -------------------------------------------------------------------
 DJ8647  NETWORK    0.37   0.57           0.17   0.12   0.29     -0.05216496
 DJ8647  -------------------------------------------------------------------
 DJ8647  Click here for local accuracies and other accuracy information.
 DJ8647
 DJ8647.The horizontal coordinates were established by GPS observations
 DJ8647.and adjusted by the MN DEPT OF TRANSP in May 2025.
 DJ8647
 DJ8647.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DJ8647.been affixed to the stable North American tectonic plate. See 
 DJ8647.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DJ8647
 DJ8647.The horizontal coordinates are valid at the epoch date displayed above
 DJ8647.which is a decimal equivalence of Year/Month/Day.
 DJ8647
 DJ8647.The orthometric height was determined by differential leveling and
 DJ8647.adjusted by the NATIONAL GEODETIC SURVEY
 DJ8647.in July 2008.
 DJ8647
 DJ8647.Significant digits in the geoid height do not necessarily reflect accuracy.
 DJ8647.GEOID18 height accuracy estimate available here.
 DJ8647
 DJ8647.Click photographs - Photos may exist for this station.
 DJ8647
 DJ8647.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DJ8647
 DJ8647.The Laplace correction was computed from DEFLEC18 derived deflections.
 DJ8647
 DJ8647.The ellipsoidal height was determined by GPS observations
 DJ8647.and is referenced to NAD 83.
 DJ8647
 DJ8647.The dynamic height is computed by dividing the NAVD 88
 DJ8647.geopotential number by the normal gravity value computed on the
 DJ8647.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ8647.degrees latitude (g = 980.6199 gals.).
 DJ8647
 DJ8647.The modeled gravity was interpolated from observed gravity values.
 DJ8647
 DJ8647. The following values were computed from the NAD 83(2011) position.
 DJ8647
 DJ8647;                    North         East     Units Scale Factor Converg.
 DJ8647;SPC MN S     -   387,759.697   592,421.232   MT  1.00009294   -1 51 49.3
 DJ8647;SPC MN S     - 1,272,174.94  1,943,635.33   sFT  1.00009294   -1 51 49.3
 DJ8647;UTM  14      - 5,047,746.837   682,709.989   MT  1.00001045   +1 40 19.0
 DJ8647
 DJ8647!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DJ8647!SPC MN S     -   0.99995009  x   1.00009294  =   1.00004303
 DJ8647!UTM  14      -   0.99995009  x   1.00001045  =   0.99996054
 DJ8647
 DJ8647_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPR8270947746(NAD 83)
 DJ8647
 DJ8647                          SUPERSEDED SURVEY CONTROL
 DJ8647
 DJ8647.No superseded survey control is available for this station.
 DJ8647
 DJ8647_MARKER: DB = BENCH MARK DISK
 DJ8647_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 DJ8647_STAMPING: 0605 B 1960
 DJ8647_MARK LOGO: MNHD
 DJ8647_PROJECTION: PROJECTING 15 CENTIMETERS
 DJ8647_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DJ8647_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DJ8647_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DJ8647+SATELLITE: SATELLITE OBSERVATIONS - January 07, 2025
 DJ8647
 DJ8647  HISTORY     - Date     Condition        Report By
 DJ8647  HISTORY     - 1960     MONUMENTED       MNHD
 DJ8647  HISTORY     - 20060322 GOOD             MNDT
 DJ8647  HISTORY     - 20070531 GOOD             MNDT
 DJ8647  HISTORY     - 20250107 GOOD             MNDT
 DJ8647
 DJ8647                          STATION DESCRIPTION
 DJ8647
 DJ8647'DESCRIBED BY MN DEPT OF TRANSP 2006 (LLW)
 DJ8647'4.0 MI (6.4 KM) EAST OF BEARDSLEY, 2.0 MI (3.2 KM) EAST ALONG TRUNK
 DJ8647'HIGHWAY 28 FROM THE JUNCTION OF TRUNK HIGHWAY 28 AND TRUNK HIGHWAY 7
 DJ8647'NEAR BEARDSLEY, AT TRUNK HIGHWAY 28 MILE POINT 11.3, 89.6 FT (27.3 M)
 DJ8647'RIGHT OF WAY POST, 80.8 FT (24.6 M) NORTH-NORTHWEST OF A POWER POLE,
 DJ8647'68.8 FT (21.0 M) SOUTH OF TRUNK HIGHWAY 28, 53.0 FT (16.2 M) WEST OF
 DJ8647'COUNTY ROAD 53, 0.5 FT (0.2 M) NORTHEAST OF A WITNESS POST
 DJ8647
 DJ8647                          STATION RECOVERY (2007)
 DJ8647
 DJ8647'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (CAG)
 DJ8647'RECOVERED IN GOOD CONDITION.
 DJ8647
 DJ8647                          STATION RECOVERY (2025)
 DJ8647
 DJ8647'RECOVERY NOTE BY MN DEPT OF TRANSP 2025 (MPP)
 DJ8647'2.6 MILES EAST OF BEARDSLEY, 2.0 MILES EAST ALONG TRUNK HIGHWAY 28
 DJ8647'FROM THE JUNCTION OF TRUNK HIGHWAY 28 AND TRUNK HIGHWAY 7 NEAR
 DJ8647'BEARDSLEY, AT TRUNK HIGHWAY 28 MILEPOINT 11.3, 84.0 FEET EAST OF THE
 DJ8647'RUNWAY POST, 79.9 FEET NORTH-NORTHWEST OF A POWER POLE, 67.6 FEET
 DJ8647'SOUTH OF TRUNK HIGHWAY 28, 53.0 FEET WEST OF COUNTY ROAD 53, 0.5 FOOT
 DJ8647'NORTHEAST OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DJ8648 ***********************************************************************
 DJ8648  DESIGNATION -  0605 C
 DJ8648  PID         -  DJ8648
 DJ8648  STATE/COUNTY-  MN/BIG STONE
 DJ8648  COUNTRY     -  US
 DJ8648  USGS QUAD   -  BEARDSLEY (2019)
 DJ8648
 DJ8648                         *CURRENT SURVEY CONTROL
 DJ8648  ______________________________________________________________________
 DJ8648* NAD 83(2011) POSITION- 45 33 33.42542(N) 096 38 17.08913(W)   ADJUSTED
 DJ8648* NAD 83(2011) ELLIP HT-   315.357 (meters)        (06/27/12)   ADJUSTED
 DJ8648* NAD 83(2011) EPOCH   -  2010.00
 DJ8648* NAVD 88 ORTHO HEIGHT -   341.404 (meters)     1120.09  (feet) ADJUSTED
 DJ8648  ______________________________________________________________________
 DJ8648  GEOID HEIGHT    -        -26.051 (meters)                     GEOID18
 DJ8648  NAD 83(2011) X  -   -517,141.606 (meters)                     COMP
 DJ8648  NAD 83(2011) Y  - -4,443,655.337 (meters)                     COMP
 DJ8648  NAD 83(2011) Z  -  4,531,310.252 (meters)                     COMP
 DJ8648  LAPLACE CORR    -         -1.45  (seconds)                    DEFLEC18
 DJ8648  DYNAMIC HEIGHT  -        341.387 (meters)     1120.03  (feet) COMP
 DJ8648  MODELED GRAVITY -    980,559.0   (mgal)                       NAVD 88
 DJ8648
 DJ8648  VERT ORDER      -  SECOND    CLASS I
 DJ8648
 DJ8648  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DJ8648  Standards:
 DJ8648         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DJ8648            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DJ8648  -------------------------------------------------------------------
 DJ8648  NETWORK    0.24   0.37           0.11   0.08   0.19     -0.01296103
 DJ8648  -------------------------------------------------------------------
 DJ8648  Click here for local accuracies and other accuracy information.
 DJ8648
 DJ8648.The horizontal coordinates were established by GPS observations
 DJ8648.and adjusted by the National Geodetic Survey in June 2012.
 DJ8648
 DJ8648.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DJ8648.been affixed to the stable North American tectonic plate. See 
 DJ8648.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DJ8648
 DJ8648.The horizontal coordinates are valid at the epoch date displayed above
 DJ8648.which is a decimal equivalence of Year/Month/Day.
 DJ8648
 DJ8648.The orthometric height was determined by differential leveling and
 DJ8648.adjusted by the NATIONAL GEODETIC SURVEY
 DJ8648.in July 2008.
 DJ8648
 DJ8648.Significant digits in the geoid height do not necessarily reflect accuracy.
 DJ8648.GEOID18 height accuracy estimate available here.
 DJ8648
 DJ8648.Click photographs - Photos may exist for this station.
 DJ8648
 DJ8648.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DJ8648
 DJ8648.The Laplace correction was computed from DEFLEC18 derived deflections.
 DJ8648
 DJ8648.The ellipsoidal height was determined by GPS observations
 DJ8648.and is referenced to NAD 83.
 DJ8648
 DJ8648.The dynamic height is computed by dividing the NAVD 88
 DJ8648.geopotential number by the normal gravity value computed on the
 DJ8648.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ8648.degrees latitude (g = 980.6199 gals.).
 DJ8648
 DJ8648.The modeled gravity was interpolated from observed gravity values.
 DJ8648
 DJ8648. The following values were computed from the NAD 83(2011) position.
 DJ8648
 DJ8648;                    North         East     Units Scale Factor Converg.
 DJ8648;SPC MN S     -   387,708.955   594,045.859   MT  1.00009295   -1 50 56.8
 DJ8648;SPC MN S     - 1,272,008.46  1,948,965.46   sFT  1.00009295   -1 50 56.8
 DJ8648;UTM  14      - 5,047,796.381   684,334.524   MT  1.00001778   +1 41 12.6
 DJ8648
 DJ8648!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DJ8648!SPC MN S     -   0.99995056  x   1.00009295  =   1.00004351
 DJ8648!UTM  14      -   0.99995056  x   1.00001778  =   0.99996834
 DJ8648
 DJ8648_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPR8433447796(NAD 83)
 DJ8648
 DJ8648                          SUPERSEDED SURVEY CONTROL
 DJ8648
 DJ8648  NAD 83(2007)-  45 33 33.42541(N)    096 38 17.09011(W) AD(2002.00) 1
 DJ8648  ELLIP H (07/09/09)  315.385  (m)                       GP(2002.00) 3 1
 DJ8648  NAD 83(1996)-  45 33 33.42484(N)    096 38 17.08966(W) AD(       ) 1
 DJ8648  ELLIP H (03/06/08)  315.420  (m)                       GP(       ) 3 1
 DJ8648  NAVD 88             341.40   (m)         1120.1    (f) LEVELING    3  
 DJ8648
 DJ8648.Superseded values are not recommended for survey control.
 DJ8648
 DJ8648.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ8648.See file dsdata.pdf to determine how the superseded data were derived.
 DJ8648
 DJ8648_MARKER: DB = BENCH MARK DISK
 DJ8648_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 DJ8648_STAMPING: 0605 C 1960
 DJ8648_MARK LOGO: MNHD
 DJ8648_PROJECTION: PROJECTING 3 CENTIMETERS
 DJ8648_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DJ8648_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DJ8648_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DJ8648+SATELLITE: SATELLITE OBSERVATIONS - January 15, 2025
 DJ8648
 DJ8648  HISTORY     - Date     Condition        Report By
 DJ8648  HISTORY     - 1960     MONUMENTED       MNHD
 DJ8648  HISTORY     - 20060322 GOOD             MNDT
 DJ8648  HISTORY     - 20130708 GOOD             MNDT
 DJ8648  HISTORY     - 20250115 GOOD             MNDT
 DJ8648
 DJ8648                          STATION DESCRIPTION
 DJ8648
 DJ8648'DESCRIBED BY MN HIGHWAY DEPT 1960
 DJ8648'4.0 MILES WEST OF BARRY, 4.0 MILES WEST ALONG TRUNK HIGHWAY 28 FROM
 DJ8648'THE JUNCTION OF TRUNK HIGHWAY 28 AND COUNTY ROAD 7 SOUTH IN BARRY, AT
 DJ8648'TRUNK HIGHWAY 28 MILEPOINT 12.25, 94.5 FEET EAST OF CABLE SIGN, 75.0
 DJ8648'FEET NORTH OF TRUNK HIGHWAY 28, 66.4 FEET SOUTHEAST OF RIGHT OF WAY
 DJ8648'POST, 41.0 FEET WEST OF COUNTY ROAD 3 EXTENDED, 0.5 FEET SOUTH OF
 DJ8648'WITNESS POST.
 DJ8648
 DJ8648                          STATION RECOVERY (2006)
 DJ8648
 DJ8648'RECOVERY NOTE BY MN DEPT OF TRANSP 2006 (LLW)
 DJ8648'4.0 MI (6.4 KM) WEST OF BARRY, 4.0 MI (6.4 KM) WEST ALONG TRUNK
 DJ8648'HIGHWAY 28 FROM THE JUNCTION OF TRUNK HIGHWAY 28 AND COUNTY ROAD 7
 DJ8648'SOUTH IN BARRY, AT TRUNK HIGHWAY 28 MILE POINT 12.25, 94.5 FT (28.8 M)
 DJ8648'EAST OF CABLE SIGN, 75.0 FT (22.9 M) NORTH OF TRUNK HIGHWAY 28, 66.4
 DJ8648'FT (20.2 M) SOUTHEAST OF RIGHT OF WAY POST, 41.0 FT (12.5 M) WEST OF
 DJ8648'COUNTY ROAD 3 EXTENDED, 0.5 FT (0.2 M) SOUTH OF A WITNESS POST
 DJ8648
 DJ8648                          STATION RECOVERY (2013)
 DJ8648
 DJ8648'RECOVERY NOTE BY MN DEPT OF TRANSP 2013 (JXJ)
 DJ8648'RECOVERED AS DESCRIBED.
 DJ8648
 DJ8648                          STATION RECOVERY (2025)
 DJ8648
 DJ8648'RECOVERY NOTE BY MN DEPT OF TRANSP 2025 (MPP)
 DJ8648'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DJ8649 ***********************************************************************
 DJ8649  DESIGNATION -  0605 D RESET
 DJ8649  PID         -  DJ8649
 DJ8649  STATE/COUNTY-  MN/BIG STONE
 DJ8649  COUNTRY     -  US
 DJ8649  USGS QUAD   -  BARRY (2019)
 DJ8649
 DJ8649                         *CURRENT SURVEY CONTROL
 DJ8649  ______________________________________________________________________
 DJ8649* NAD 83(2011) POSITION- 45 33 32.10205(N) 096 37 01.13122(W)   ADJUSTED
 DJ8649* NAD 83(2011) ELLIP HT-   313.239 (meters)        (06/27/12)   ADJUSTED
 DJ8649* NAD 83(2011) EPOCH   -  2010.00
 DJ8649* NAVD 88 ORTHO HEIGHT -   339.300 (meters)     1113.19  (feet) ADJUSTED
 DJ8649  ______________________________________________________________________
 DJ8649  GEOID HEIGHT    -        -26.061 (meters)                     GEOID18
 DJ8649  NAD 83(2011) X  -   -515,508.366 (meters)                     COMP
 DJ8649  NAD 83(2011) Y  - -4,443,872.980 (meters)                     COMP
 DJ8649  NAD 83(2011) Z  -  4,531,280.132 (meters)                     COMP
 DJ8649  LAPLACE CORR    -         -1.25  (seconds)                    DEFLEC18
 DJ8649  DYNAMIC HEIGHT  -        339.284 (meters)     1113.13  (feet) COMP
 DJ8649  MODELED GRAVITY -    980,559.1   (mgal)                       NAVD 88
 DJ8649
 DJ8649  VERT ORDER      -  SECOND    CLASS I
 DJ8649
 DJ8649  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DJ8649  Standards:
 DJ8649         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DJ8649            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DJ8649  -------------------------------------------------------------------
 DJ8649  NETWORK    0.33   0.47           0.15   0.12   0.24     -0.02048434
 DJ8649  -------------------------------------------------------------------
 DJ8649  Click here for local accuracies and other accuracy information.
 DJ8649
 DJ8649.The horizontal coordinates were established by GPS observations
 DJ8649.and adjusted by the National Geodetic Survey in June 2012.
 DJ8649
 DJ8649.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DJ8649.been affixed to the stable North American tectonic plate. See 
 DJ8649.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DJ8649
 DJ8649.The horizontal coordinates are valid at the epoch date displayed above
 DJ8649.which is a decimal equivalence of Year/Month/Day.
 DJ8649
 DJ8649.The orthometric height was determined by differential leveling and
 DJ8649.adjusted by the NATIONAL GEODETIC SURVEY
 DJ8649.in July 2008.
 DJ8649
 DJ8649.Significant digits in the geoid height do not necessarily reflect accuracy.
 DJ8649.GEOID18 height accuracy estimate available here.
 DJ8649
 DJ8649.Click photographs - Photos may exist for this station.
 DJ8649
 DJ8649.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DJ8649
 DJ8649.The Laplace correction was computed from DEFLEC18 derived deflections.
 DJ8649
 DJ8649.The ellipsoidal height was determined by GPS observations
 DJ8649.and is referenced to NAD 83.
 DJ8649
 DJ8649.The dynamic height is computed by dividing the NAVD 88
 DJ8649.geopotential number by the normal gravity value computed on the
 DJ8649.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ8649.degrees latitude (g = 980.6199 gals.).
 DJ8649
 DJ8649.The modeled gravity was interpolated from observed gravity values.
 DJ8649
 DJ8649. The following values were computed from the NAD 83(2011) position.
 DJ8649
 DJ8649;                    North         East     Units Scale Factor Converg.
 DJ8649;SPC MN S     -   387,615.167   595,691.211   MT  1.00009283   -1 50 03.5
 DJ8649;SPC MN S     - 1,271,700.76  1,954,363.58   sFT  1.00009283   -1 50 03.5
 DJ8649;UTM  14      - 5,047,804.252   685,982.411   MT  1.00002528   +1 42 06.8
 DJ8649
 DJ8649!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DJ8649!SPC MN S     -   0.99995089  x   1.00009283  =   1.00004372
 DJ8649!UTM  14      -   0.99995089  x   1.00002528  =   0.99997617
 DJ8649
 DJ8649_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPR8598247804(NAD 83)
 DJ8649
 DJ8649                          SUPERSEDED SURVEY CONTROL
 DJ8649
 DJ8649  NAD 83(2007)-  45 33 32.10201(N)    096 37 01.13221(W) AD(2002.00) 1
 DJ8649  ELLIP H (07/09/09)  313.268  (m)                       GP(2002.00) 3 1
 DJ8649  NAD 83(1996)-  45 33 32.10144(N)    096 37 01.13176(W) AD(       ) 1
 DJ8649  ELLIP H (03/06/08)  313.303  (m)                       GP(       ) 3 1
 DJ8649  NAVD 88             339.30   (m)         1113.2    (f) LEVELING    3  
 DJ8649
 DJ8649.Superseded values are not recommended for survey control.
 DJ8649
 DJ8649.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ8649.See file dsdata.pdf to determine how the superseded data were derived.
 DJ8649
 DJ8649_MARKER: DB = BENCH MARK DISK
 DJ8649_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 DJ8649_STAMPING: 0605 D RESET 1964
 DJ8649_MARK LOGO: MNHD
 DJ8649_PROJECTION: FLUSH
 DJ8649_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DJ8649_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DJ8649_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DJ8649+SATELLITE: SATELLITE OBSERVATIONS - January 07, 2025
 DJ8649
 DJ8649  HISTORY     - Date     Condition        Report By
 DJ8649  HISTORY     - 19640401 MONUMENTED       MNHD
 DJ8649  HISTORY     - 20060322 GOOD             MNDT
 DJ8649  HISTORY     - 20100831 GOOD             MNDT
 DJ8649  HISTORY     - 20120820 GOOD             MNDT
 DJ8649  HISTORY     - 20191119 GOOD             MNDT
 DJ8649  HISTORY     - 20250107 GOOD             MNDT
 DJ8649
 DJ8649                          STATION DESCRIPTION
 DJ8649
 DJ8649'DESCRIBED BY MN HIGHWAY DEPT 1964
 DJ8649'3.0 MILES WEST OF BARRY, 3.0 MILES WEST ALONG TRUNK HIGHWAY 28 FROM
 DJ8649'THE JUNCTION OF TRUNK HIGHWAY 28 AND COUNTY ROAD 7 SOUTH IN BARRY, AT
 DJ8649'TRUNK HIGHWAY 28 MILEPOINT 13.3, 74.0 FEET NORTH OF TRUNK HIGHWAY 28,
 DJ8649'64.5 FEET EAST OF CABLE PEDESTAL, 32.5 FEET EAST OF TOWNSHIP ROAD, 0.3
 DJ8649'FEET NORTH OF WITNESS POST.
 DJ8649
 DJ8649                          STATION RECOVERY (2006)
 DJ8649
 DJ8649'RECOVERY NOTE BY MN DEPT OF TRANSP 2006 (LLW)
 DJ8649'3.0 MI (4.8 KM) WEST OF BARRY, 3.0 MI (4.8 KM) WEST ALONG TRUNK
 DJ8649'HIGHWAY 28 FROM THE JUNCTION OF TRUNK HIGHWAY 28 AND COUNTY ROAD 7
 DJ8649'SOUTH IN BARRY, AT TRUNK HIGHWAY 28 MILE POINT 13.3, 74.0 FT (22.6 M)
 DJ8649'NORTH OF TRUNK HIGHWAY 28, 64.5 FT (19.7 M) EAST OF CABLE PEDESTAL,
 DJ8649'32.5 FT (9.9 M) EAST OF TOWNSHIP ROAD, 0.3 FT (0.1 M) NORTH OF A
 DJ8649'WITNESS POST
 DJ8649
 DJ8649                          STATION RECOVERY (2010)
 DJ8649
 DJ8649'RECOVERY NOTE BY MN DEPT OF TRANSP 2010 (KMS)
 DJ8649'3.0 MI (4.8 KM) WEST OF BARRY, 3.0 MI (4.8 KM) WEST ALONG TRUNK
 DJ8649'HIGHWAY 28 FROM THE JUNCTION OF TRUNK HIGHWAY 28 AND COUNTY ROAD 7
 DJ8649'SOUTH IN BARRY, AT TRUNK HIGHWAY 28 MILE POINT 13.3, 74.0 FT (22.6 M)
 DJ8649'NORTH OF TRUNK HIGHWAY 28, 64.5 FT (19.7 M) EAST OF CABLE PEDESTAL,
 DJ8649'32.5 FT (9.9 M) EAST OF 820TH AVENUE, 2.70 FT (0.8 M) EAST OF SIGN
 DJ8649'POST, 0.3 FT (9 CM) NORTH OF A WITNESS POST.
 DJ8649
 DJ8649                          STATION RECOVERY (2012)
 DJ8649
 DJ8649'RECOVERY NOTE BY MN DEPT OF TRANSP 2012 (PJG)
 DJ8649'3.0 MI (4.8 KM) WEST OF BARRY, 3.0 MI (4.8 KM) WEST ALONG TRUNK
 DJ8649'HIGHWAY 28 FROM THE JUNCTION OF TRUNK HIGHWAY 28 AND COUNTY ROAD 7
 DJ8649'SOUTH IN BARRY, AT TRUNK HIGHWAY 28 MILE POINT 13.3, 74.0 FT (22.6 M)
 DJ8649'NORTH OF TRUNK HIGHWAY 28, 64.5 FT (19.7 M) EAST OF CABLE PEDESTAL,
 DJ8649'32.5 FT (9.9 M) EAST OF 820TH AVENUE, 2.70 FT (0.8 M) EAST OF SIGN
 DJ8649'POST, 0.3 FT (9 CM) NORTH OF A WITNESS POST.
 DJ8649
 DJ8649                          STATION RECOVERY (2019)
 DJ8649
 DJ8649'RECOVERY NOTE BY MN DEPT OF TRANSP 2019 (KMS)
 DJ8649'RECOVERED IN GOOD CONDITION.
 DJ8649
 DJ8649                          STATION RECOVERY (2025)
 DJ8649
 DJ8649'RECOVERY NOTE BY MN DEPT OF TRANSP 2025 (MPP)
 DJ8649'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DJ8651 ***********************************************************************
 DJ8651  DESIGNATION -  0605 F
 DJ8651  PID         -  DJ8651
 DJ8651  STATE/COUNTY-  MN/BIG STONE
 DJ8651  COUNTRY     -  US
 DJ8651  USGS QUAD   -  BARRY (2019)
 DJ8651
 DJ8651                         *CURRENT SURVEY CONTROL
 DJ8651  ______________________________________________________________________
 DJ8651* NAD 83(2011) POSITION- 45 33 28.86048(N) 096 34 32.09488(W)   ADJUSTED
 DJ8651* NAD 83(2011) ELLIP HT-   308.012 (meters)        (05/08/25)   ADJUSTED
 DJ8651* NAD 83(2011) EPOCH   -  2010.00
 DJ8651* NAVD 88 ORTHO HEIGHT -   334.093 (meters)     1096.10  (feet) ADJUSTED
 DJ8651  ______________________________________________________________________
 DJ8651  GEOID HEIGHT    -        -26.079 (meters)                     GEOID18
 DJ8651  NAD 83(2011) X  -   -512,305.081 (meters)                     COMP
 DJ8651  NAD 83(2011) Y  - -4,444,311.649 (meters)                     COMP
 DJ8651  NAD 83(2011) Z  -  4,531,206.325 (meters)                     COMP
 DJ8651  LAPLACE CORR    -         -1.13  (seconds)                    DEFLEC18
 DJ8651  DYNAMIC HEIGHT  -        334.078 (meters)     1096.05  (feet) COMP
 DJ8651  MODELED GRAVITY -    980,559.8   (mgal)                       NAVD 88
 DJ8651
 DJ8651  VERT ORDER      -  SECOND    CLASS I
 DJ8651
 DJ8651  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DJ8651  Standards:
 DJ8651         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DJ8651            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DJ8651  -------------------------------------------------------------------
 DJ8651  NETWORK    0.48   0.78           0.21   0.18   0.40     -0.00889620
 DJ8651  -------------------------------------------------------------------
 DJ8651  Click here for local accuracies and other accuracy information.
 DJ8651
 DJ8651.The horizontal coordinates were established by GPS observations
 DJ8651.and adjusted by the MN DEPT OF TRANSP in May 2025.
 DJ8651
 DJ8651.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DJ8651.been affixed to the stable North American tectonic plate. See 
 DJ8651.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DJ8651
 DJ8651.The horizontal coordinates are valid at the epoch date displayed above
 DJ8651.which is a decimal equivalence of Year/Month/Day.
 DJ8651
 DJ8651.The orthometric height was determined by differential leveling and
 DJ8651.adjusted by the NATIONAL GEODETIC SURVEY
 DJ8651.in July 2008.
 DJ8651
 DJ8651.Significant digits in the geoid height do not necessarily reflect accuracy.
 DJ8651.GEOID18 height accuracy estimate available here.
 DJ8651
 DJ8651.Click photographs - Photos may exist for this station.
 DJ8651
 DJ8651.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DJ8651
 DJ8651.The Laplace correction was computed from DEFLEC18 derived deflections.
 DJ8651
 DJ8651.The ellipsoidal height was determined by GPS observations
 DJ8651.and is referenced to NAD 83.
 DJ8651
 DJ8651.The dynamic height is computed by dividing the NAVD 88
 DJ8651.geopotential number by the normal gravity value computed on the
 DJ8651.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ8651.degrees latitude (g = 980.6199 gals.).
 DJ8651
 DJ8651.The modeled gravity was interpolated from observed gravity values.
 DJ8651
 DJ8651. The following values were computed from the NAD 83(2011) position.
 DJ8651
 DJ8651;                    North         East     Units Scale Factor Converg.
 DJ8651;SPC MN S     -   387,412.476   598,919.016   MT  1.00009254   -1 48 19.1
 DJ8651;SPC MN S     - 1,271,035.77  1,964,953.47   sFT  1.00009254   -1 48 19.1
 DJ8651;UTM  14      - 5,047,801.050   689,216.378   MT  1.00004020   +1 43 53.2
 DJ8651
 DJ8651!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DJ8651!SPC MN S     -   0.99995171  x   1.00009254  =   1.00004425
 DJ8651!UTM  14      -   0.99995171  x   1.00004020  =   0.99999191
 DJ8651
 DJ8651_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPR8921647801(NAD 83)
 DJ8651
 DJ8651                          SUPERSEDED SURVEY CONTROL
 DJ8651
 DJ8651.No superseded survey control is available for this station.
 DJ8651
 DJ8651_MARKER: DB = BENCH MARK DISK
 DJ8651_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 DJ8651_STAMPING: 0605 F 1960
 DJ8651_MARK LOGO: MNHD
 DJ8651_PROJECTION: RECESSED 10 CENTIMETERS
 DJ8651_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DJ8651_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DJ8651_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DJ8651+SATELLITE: SATELLITE OBSERVATIONS - January 07, 2025
 DJ8651
 DJ8651  HISTORY     - Date     Condition        Report By
 DJ8651  HISTORY     - 1960     MONUMENTED       MNHD
 DJ8651  HISTORY     - 20060322 GOOD             MNDT
 DJ8651  HISTORY     - 20210607 GOOD             MNDT
 DJ8651  HISTORY     - 20250107 GOOD             MNDT
 DJ8651
 DJ8651                          STATION DESCRIPTION
 DJ8651
 DJ8651'DESCRIBED BY MN DEPT OF TRANSP 2006 (LLW)
 DJ8651'1.0 MI (1.6 KM) WEST OF BARRY, 1.05 MI (1.7 KM) WEST ALONG TRUNK
 DJ8651'HIGHWAY 28 FROM THE JUNCTION OF TRUNK HIGHWAY 28 AND COUNTY ROAD 7
 DJ8651'SOUTH, AT TRUNK HIGHWAY 28 MILE POINT 15.25, 72.0 FT (21.9 M) SOUTH OF
 DJ8651'TRUNK HIGHWAY 28, 32.0 FT (9.8 M) EAST OF A FIELD ENTRANCE, 4.2 FT
 DJ8651'(1.3 M) NORTH-NORTHWEST OF RIGHT OF WAY POST, 0.3 FT (0.1 M) NORTH OF
 DJ8651'A WITNESS POST
 DJ8651
 DJ8651                          STATION RECOVERY (2021)
 DJ8651
 DJ8651'RECOVERY NOTE BY MN DEPT OF TRANSP 2021 (TJD)
 DJ8651'RECOVERED IN GOOD CONDITION.
 DJ8651
 DJ8651                          STATION RECOVERY (2025)
 DJ8651
 DJ8651'RECOVERY NOTE BY MN DEPT OF TRANSP 2025 (MPP)
 DJ8651'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DJ8652 ***********************************************************************
 DJ8652  DESIGNATION -  0605 G
 DJ8652  PID         -  DJ8652
 DJ8652  STATE/COUNTY-  MN/BIG STONE
 DJ8652  COUNTRY     -  US
 DJ8652  USGS QUAD   -  BARRY (2019)
 DJ8652
 DJ8652                         *CURRENT SURVEY CONTROL
 DJ8652  ______________________________________________________________________
 DJ8652* NAD 83(2011) POSITION- 45 33 28.84109(N) 096 33 18.85021(W)   ADJUSTED
 DJ8652* NAD 83(2011) ELLIP HT-   310.536 (meters)        (05/08/25)   ADJUSTED
 DJ8652* NAD 83(2011) EPOCH   -  2010.00
 DJ8652* NAVD 88 ORTHO HEIGHT -   336.578 (meters)     1104.26  (feet) ADJUSTED
 DJ8652  ______________________________________________________________________
 DJ8652  GEOID HEIGHT    -        -26.087 (meters)                     GEOID18
 DJ8652  NAD 83(2011) X  -   -510,727.124 (meters)                     COMP
 DJ8652  NAD 83(2011) Y  - -4,444,495.469 (meters)                     COMP
 DJ8652  NAD 83(2011) Z  -  4,531,207.707 (meters)                     COMP
 DJ8652  LAPLACE CORR    -         -1.11  (seconds)                    DEFLEC18
 DJ8652  DYNAMIC HEIGHT  -        336.562 (meters)     1104.20  (feet) COMP
 DJ8652  MODELED GRAVITY -    980,560.3   (mgal)                       NAVD 88
 DJ8652
 DJ8652  VERT ORDER      -  SECOND    CLASS I
 DJ8652
 DJ8652  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DJ8652  Standards:
 DJ8652         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DJ8652            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DJ8652  -------------------------------------------------------------------
 DJ8652  NETWORK    0.46   0.78           0.21   0.16   0.40      0.05645686
 DJ8652  -------------------------------------------------------------------
 DJ8652  Click here for local accuracies and other accuracy information.
 DJ8652
 DJ8652.The horizontal coordinates were established by GPS observations
 DJ8652.and adjusted by the MN DEPT OF TRANSP in May 2025.
 DJ8652
 DJ8652.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DJ8652.been affixed to the stable North American tectonic plate. See 
 DJ8652.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DJ8652
 DJ8652.The horizontal coordinates are valid at the epoch date displayed above
 DJ8652.which is a decimal equivalence of Year/Month/Day.
 DJ8652
 DJ8652.The orthometric height was determined by differential leveling and
 DJ8652.adjusted by the NATIONAL GEODETIC SURVEY
 DJ8652.in July 2008.
 DJ8652
 DJ8652.Significant digits in the geoid height do not necessarily reflect accuracy.
 DJ8652.GEOID18 height accuracy estimate available here.
 DJ8652
 DJ8652.Click photographs - Photos may exist for this station.
 DJ8652
 DJ8652.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DJ8652
 DJ8652.The Laplace correction was computed from DEFLEC18 derived deflections.
 DJ8652
 DJ8652.The ellipsoidal height was determined by GPS observations
 DJ8652.and is referenced to NAD 83.
 DJ8652
 DJ8652.The dynamic height is computed by dividing the NAVD 88
 DJ8652.geopotential number by the normal gravity value computed on the
 DJ8652.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ8652.degrees latitude (g = 980.6199 gals.).
 DJ8652
 DJ8652.The modeled gravity was interpolated from observed gravity values.
 DJ8652
 DJ8652. The following values were computed from the NAD 83(2011) position.
 DJ8652
 DJ8652;                    North         East     Units Scale Factor Converg.
 DJ8652;SPC MN S     -   387,362.026   600,506.911   MT  1.00009253   -1 47 27.7
 DJ8652;SPC MN S     - 1,270,870.25  1,970,163.09   sFT  1.00009253   -1 47 27.7
 DJ8652;UTM  14      - 5,047,848.653   690,804.285   MT  1.00004762   +1 44 45.6
 DJ8652
 DJ8652!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DJ8652!SPC MN S     -   0.99995132  x   1.00009253  =   1.00004384
 DJ8652!UTM  14      -   0.99995132  x   1.00004762  =   0.99999894
 DJ8652
 DJ8652_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPR9080447848(NAD 83)
 DJ8652
 DJ8652                          SUPERSEDED SURVEY CONTROL
 DJ8652
 DJ8652  NAD 83(2011)-  45 33 28.84072(N)    096 33 18.85040(W) AD(2010.00) 0
 DJ8652  ELLIP H (06/27/12)  310.489  (m)                       GP(2010.00)    
 DJ8652  NAD 83(2007)-  45 33 28.84069(N)    096 33 18.85139(W) AD(2002.00) 1
 DJ8652  ELLIP H (07/09/09)  310.519  (m)                       GP(2002.00) 3 1
 DJ8652  NAD 83(1996)-  45 33 28.84012(N)    096 33 18.85094(W) AD(       ) 1
 DJ8652  ELLIP H (03/06/08)  310.554  (m)                       GP(       ) 3 1
 DJ8652  NAVD 88             336.58   (m)         1104.3    (f) LEVELING    3  
 DJ8652
 DJ8652.Superseded values are not recommended for survey control.
 DJ8652
 DJ8652.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ8652.See file dsdata.pdf to determine how the superseded data were derived.
 DJ8652
 DJ8652_MARKER: DB = BENCH MARK DISK
 DJ8652_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 DJ8652_STAMPING: 0605 G 1960
 DJ8652_MARK LOGO: MNHD
 DJ8652_PROJECTION: PROJECTING 13 CENTIMETERS
 DJ8652_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DJ8652_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DJ8652_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DJ8652+SATELLITE: SATELLITE OBSERVATIONS - January 07, 2025
 DJ8652
 DJ8652  HISTORY     - Date     Condition        Report By
 DJ8652  HISTORY     - 19600401 MONUMENTED       MNHD
 DJ8652  HISTORY     - 20060322 GOOD             MNDT
 DJ8652  HISTORY     - 20100831 GOOD             MNDT
 DJ8652  HISTORY     - 20120820 GOOD             MNDT
 DJ8652  HISTORY     - 20250107 GOOD             MNDT
 DJ8652
 DJ8652                          STATION DESCRIPTION
 DJ8652
 DJ8652'DESCRIBED BY MN HIGHWAY DEPT 1960
 DJ8652'IN BARRY AT THE JUNCTION OF TRUNK HIGHWAY 28 AND COUNTY ROAD 7 EAST
 DJ8652'JUNCTION, AT TRUNK HIGHWAY 28 MILEPOINT 16.25, 69.2 FEET SOUTH OF
 DJ8652'TRUNK HIGHWAY 28, 59.3 FEET WEST OF COUNTY ROAD 7, 6.4 FEET NORTHWEST
 DJ8652'OF RIGHT OF WAY POST, 0.3 FEET NORTH OF WITNESS POST.
 DJ8652
 DJ8652                          STATION RECOVERY (2006)
 DJ8652
 DJ8652'RECOVERY NOTE BY MN DEPT OF TRANSP 2006 (LLW)
 DJ8652'IN BARRY AT THE JUNCTION OF TRUNK HIGHWAY 28 AND COUNTY ROAD 7 EAST
 DJ8652'JUNCTION, AT TRUNK HIGHWAY 28 MILE POINT 16.25, 69.2 FT (21.1 M) SOUTH
 DJ8652'OF TRUNK HIGHWAY 28, 59.3 FT (18.1 M) WEST OF COUNTY ROAD 7, 6.4 FT
 DJ8652'(2.0 M) NORTHWEST OF RIGHT OF WAY POST, 0.3 FT (0.1 M) NORTH OF A
 DJ8652'WITNESS POST
 DJ8652
 DJ8652                          STATION RECOVERY (2010)
 DJ8652
 DJ8652'RECOVERY NOTE BY MN DEPT OF TRANSP 2010 (KMS)
 DJ8652'IN BARRY, AT THE EAST JUNCTION OF TRUNK HIGHWAY 28 AND COUNTY ROAD 7,
 DJ8652'AT TRUNK HIGHWAY 28 MILE POINT 16.25, 69.2 FT (21.1 M) SOUTH OF TRUNK
 DJ8652'HIGHWAY 28, 59.3 FT (18.1 M) WEST OF COUNTY ROAD 7, 31.3 FT (9.5 M)
 DJ8652'NORTHEAST OF GRAIN BIN, 6.4 FT (2.0 M) NORTHWEST OF RIGHT-OF-WAY POST,
 DJ8652'0.3 FT (9 CM) NORTH OF A WITNESS POST.
 DJ8652
 DJ8652                          STATION RECOVERY (2012)
 DJ8652
 DJ8652'RECOVERY NOTE BY MN DEPT OF TRANSP 2012 (PJG)
 DJ8652'IN BARRY, AT THE EAST JUNCTION OF TRUNK HIGHWAY 28 AND COUNTY ROAD 7,
 DJ8652'AT TRUNK HIGHWAY 28 MILE POINT 16.25, 69.2 FT (21.1 M) SOUTH OF TRUNK
 DJ8652'HIGHWAY 28, 59.3 FT (18.1 M) WEST OF COUNTY ROAD 7, 31.3 FT (9.5 M)
 DJ8652'NORTHEAST OF GRAIN BIN, 6.4 FT (2.0 M) NORTHWEST OF RIGHT-OF-WAY POST,
 DJ8652'0.3 FT (9 CM) NORTH OF A WITNESS POST.
 DJ8652
 DJ8652                          STATION RECOVERY (2025)
 DJ8652
 DJ8652'RECOVERY NOTE BY MN DEPT OF TRANSP 2025 (MPP)
 DJ8652'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DJ8656 ***********************************************************************
 DJ8656  DESIGNATION -  0605 K
 DJ8656  PID         -  DJ8656
 DJ8656  STATE/COUNTY-  MN/BIG STONE
 DJ8656  COUNTRY     -  US
 DJ8656  USGS QUAD   -  GRACEVILLE (2019)
 DJ8656
 DJ8656                         *CURRENT SURVEY CONTROL
 DJ8656  ______________________________________________________________________
 DJ8656* NAD 83(2011) POSITION- 45 33 28.47556(N) 096 29 35.58231(W)   ADJUSTED
 DJ8656* NAD 83(2011) ELLIP HT-   310.488 (meters)        (06/27/12)   ADJUSTED
 DJ8656* NAD 83(2011) EPOCH   -  2010.00
 DJ8656* NAVD 88 ORTHO HEIGHT -   336.591 (meters)     1104.30  (feet) ADJUSTED
 DJ8656  ______________________________________________________________________
 DJ8656  GEOID HEIGHT    -        -26.109 (meters)                     GEOID18
 DJ8656  NAD 83(2011) X  -   -505,916.863 (meters)                     COMP
 DJ8656  NAD 83(2011) Y  - -4,445,053.665 (meters)                     COMP
 DJ8656  NAD 83(2011) Z  -  4,531,199.771 (meters)                     COMP
 DJ8656  LAPLACE CORR    -         -0.98  (seconds)                    DEFLEC18
 DJ8656  DYNAMIC HEIGHT  -        336.576 (meters)     1104.25  (feet) COMP
 DJ8656  MODELED GRAVITY -    980,561.9   (mgal)                       NAVD 88
 DJ8656
 DJ8656  VERT ORDER      -  SECOND    CLASS I
 DJ8656
 DJ8656  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DJ8656  Standards:
 DJ8656         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DJ8656            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DJ8656  -------------------------------------------------------------------
 DJ8656  NETWORK    0.33   0.47           0.15   0.11   0.24     -0.01925430
 DJ8656  -------------------------------------------------------------------
 DJ8656  Click here for local accuracies and other accuracy information.
 DJ8656
 DJ8656.The horizontal coordinates were established by GPS observations
 DJ8656.and adjusted by the National Geodetic Survey in June 2012.
 DJ8656
 DJ8656.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DJ8656.been affixed to the stable North American tectonic plate. See 
 DJ8656.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DJ8656
 DJ8656.The horizontal coordinates are valid at the epoch date displayed above
 DJ8656.which is a decimal equivalence of Year/Month/Day.
 DJ8656
 DJ8656.The orthometric height was determined by differential leveling and
 DJ8656.adjusted by the NATIONAL GEODETIC SURVEY
 DJ8656.in February 2018.
 DJ8656
 DJ8656.Significant digits in the geoid height do not necessarily reflect accuracy.
 DJ8656.GEOID18 height accuracy estimate available here.
 DJ8656
 DJ8656.Click photographs - Photos may exist for this station.
 DJ8656
 DJ8656.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DJ8656
 DJ8656.The Laplace correction was computed from DEFLEC18 derived deflections.
 DJ8656
 DJ8656.The ellipsoidal height was determined by GPS observations
 DJ8656.and is referenced to NAD 83.
 DJ8656
 DJ8656.The dynamic height is computed by dividing the NAVD 88
 DJ8656.geopotential number by the normal gravity value computed on the
 DJ8656.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ8656.degrees latitude (g = 980.6199 gals.).
 DJ8656
 DJ8656.The modeled gravity was interpolated from observed gravity values.
 DJ8656
 DJ8656. The following values were computed from the NAD 83(2011) position.
 DJ8656
 DJ8656;                    North         East     Units Scale Factor Converg.
 DJ8656;SPC MN S     -   387,201.224   605,347.000   MT  1.00009250   -1 44 51.2
 DJ8656;SPC MN S     - 1,270,342.68  1,986,042.62   sFT  1.00009250   -1 44 51.2
 DJ8656;UTM  14      - 5,047,986.791   695,644.911   MT  1.00007062   +1 47 25.1
 DJ8656
 DJ8656!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DJ8656!SPC MN S     -   0.99995133  x   1.00009250  =   1.00004382
 DJ8656!UTM  14      -   0.99995133  x   1.00007062  =   1.00002194
 DJ8656
 DJ8656_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPR9564447986(NAD 83)
 DJ8656
 DJ8656                          SUPERSEDED SURVEY CONTROL
 DJ8656
 DJ8656  NAD 83(2007)-  45 33 28.47549(N)    096 29 35.58330(W) AD(2002.00) 1
 DJ8656  ELLIP H (07/09/09)  310.519  (m)                       GP(2002.00) 3 1
 DJ8656  NAD 83(1996)-  45 33 28.47491(N)    096 29 35.58284(W) AD(       ) 1
 DJ8656  ELLIP H (03/06/08)  310.554  (m)                       GP(       ) 3 1
 DJ8656  NAVD 88 (07/14/08)  336.596  (m)         1104.32   (f) SUPERSEDED  2 1
 DJ8656  NAVD 88             336.60   (m)         1104.3    (f) LEVELING    3  
 DJ8656
 DJ8656.Superseded values are not recommended for survey control.
 DJ8656
 DJ8656.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ8656.See file dsdata.pdf to determine how the superseded data were derived.
 DJ8656
 DJ8656_MARKER: DB = BENCH MARK DISK
 DJ8656_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 DJ8656_STAMPING: 0605 K 1960
 DJ8656_MARK LOGO: MNHD
 DJ8656_PROJECTION: FLUSH
 DJ8656_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DJ8656_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DJ8656_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DJ8656+SATELLITE: SATELLITE OBSERVATIONS - January 07, 2025
 DJ8656
 DJ8656  HISTORY     - Date     Condition        Report By
 DJ8656  HISTORY     - 19600401 MONUMENTED       MNHD
 DJ8656  HISTORY     - 20060322 GOOD             MNDT
 DJ8656  HISTORY     - 20100901 GOOD             MNDT
 DJ8656  HISTORY     - 20130708 GOOD             MNDT
 DJ8656  HISTORY     - 20150722 GOOD             MNDT
 DJ8656  HISTORY     - 20191119 GOOD             MNDT
 DJ8656  HISTORY     - 20250107 GOOD             MNDT
 DJ8656
 DJ8656                          STATION DESCRIPTION
 DJ8656
 DJ8656'DESCRIBED BY MN HIGHWAY DEPT 1960
 DJ8656'3.0 MILES WEST OF GRACEVILLE, 3.35 MILES WEST ALONG TRUNK HIGHWAY 28
 DJ8656'FROM JUNCTION OF TRUNK HIGHWAY 28 AND TRUNK HIGHWAY 75 IN GRACEVILLE,
 DJ8656'AT TRUNK HIGHWAY 28 MILEPOINT 19.25, 71 FEET SOUTH OF TRUNK HIGHWAY
 DJ8656'28, 52 FEET EAST OF MINIMUM MAINTENANCE ROAD, 6.7 FEET EAST OF
 DJ8656'TELEPHONE PEDESTAL, 0.6 FEET NORTH OF WITNESS POST.
 DJ8656
 DJ8656                          STATION RECOVERY (2006)
 DJ8656
 DJ8656'RECOVERY NOTE BY MN DEPT OF TRANSP 2006 (LLW)
 DJ8656'3.0 MI (4.8 KM) WEST OF GRACEVILLE, 3.35 MI (5.4 KM) WEST ALONG TRUNK
 DJ8656'HIGHWAY 28 FROM THE JUNCTION OF TRUNK HIGHWAY 28 AND TRUNK HIGHWAY 75
 DJ8656'IN GRACEVILLE, AT TRUNK HIGHWAY 28 MILE POINT 19.25, 71 FT (21.6 M)
 DJ8656'SOUTH OF TRUNK HIGHWAY 28, 50.2 FT (15.3 M) EAST OF MINIMUM
 DJ8656'MAINTENANCE ROAD, 0.6 FT (0.2 M) NORTH OF A WITNESS POST
 DJ8656
 DJ8656                          STATION RECOVERY (2010)
 DJ8656
 DJ8656'RECOVERY NOTE BY MN DEPT OF TRANSP 2010 (KMS)
 DJ8656'3.0 MI (4.8 KM) WEST OF GRACEVILLE, 3.35 MI (5.4 KM) WEST ALONG TRUNK
 DJ8656'HIGHWAY 28  FROM THE JUNCTION OF TRUNK HIGHWAY 28 AND TRUNK HIGHWAY 75
 DJ8656'IN GRACEVILLE, AT TRUNK HIGHWAY 28 MILE POINT 19.25, 71 FT (21.6 M)
 DJ8656'SOUTH OF TRUNK HIGHWAY 28, 52 FT (15.8 M) EAST OF MINIMUM MAINTENANCE
 DJ8656'ROAD, 6.7 FT (2.0 M) EAST OF TELEPHONE PEDESTAL, 0.6 FT (18 CM) NORTH
 DJ8656'OF A WITNESS POST.
 DJ8656
 DJ8656                          STATION RECOVERY (2013)
 DJ8656
 DJ8656'RECOVERY NOTE BY MN DEPT OF TRANSP 2013 (BEN)
 DJ8656'3.0 MILES WEST OF GRACEVILLE, 3.35 MILES WEST ALONG TRUNK HIGHWAY 28
 DJ8656'FROM JUNCTION OF TRUNK HIGHWAY 28 AND TRUNK HIGHWAY 75 IN GRACEVILLE,
 DJ8656'AT TRUNK HIGHWAY 28 MILE POINT 19.25, 71 FEET SOUTH OF TRUNK HIGHWAY
 DJ8656'28, 52 FEET EAST OF MINIMUM MAINTENANCE ROAD, 6.7 FEET EAST OF
 DJ8656'TELEPHONE PEDESTAL, 0.6 FOOT NORTH OF WITNESS POST.
 DJ8656
 DJ8656                          STATION RECOVERY (2015)
 DJ8656
 DJ8656'RECOVERY NOTE BY MN DEPT OF TRANSP 2015 (KMS)
 DJ8656'RECOVERED AS DESCRIBED.
 DJ8656
 DJ8656                          STATION RECOVERY (2019)
 DJ8656
 DJ8656'RECOVERY NOTE BY MN DEPT OF TRANSP 2019 (KMS)
 DJ8656'RECOVERED IN GOOD CONDITION.
 DJ8656
 DJ8656                          STATION RECOVERY (2025)
 DJ8656
 DJ8656'RECOVERY NOTE BY MN DEPT OF TRANSP 2025 (MPP)
 DJ8656'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DJ8667 ***********************************************************************
 DJ8667  DESIGNATION -  0605 Q
 DJ8667  PID         -  DJ8667
 DJ8667  STATE/COUNTY-  MN/BIG STONE
 DJ8667  COUNTRY     -  US
 DJ8667  USGS QUAD   -  GRACEVILLE (2019)
 DJ8667
 DJ8667                         *CURRENT SURVEY CONTROL
 DJ8667  ______________________________________________________________________
 DJ8667* NAD 83(1986) POSITION- 45 33 39.55   (N) 096 28 06.34   (W)   HD_HELD1
 DJ8667* NAVD 88 ORTHO HEIGHT -   332.721 (meters)     1091.60  (feet) ADJUSTED
 DJ8667  ______________________________________________________________________
 DJ8667  GEOID HEIGHT    -        -26.120 (meters)                     GEOID18
 DJ8667  DYNAMIC HEIGHT  -        332.706 (meters)     1091.55  (feet) COMP
 DJ8667  MODELED GRAVITY -    980,563.1   (mgal)                       NAVD 88
 DJ8667
 DJ8667  VERT ORDER      -  SECOND    CLASS I
 DJ8667
 DJ8667.The horizontal coordinates were determined by differentially corrected
 DJ8667.hand held GPS observations or other comparable positioning techniques
 DJ8667.and have an estimated accuracy of +/- 3 meters.
 DJ8667
 DJ8667.The orthometric height was determined by differential leveling and
 DJ8667.adjusted by the NATIONAL GEODETIC SURVEY
 DJ8667.in July 2008.
 DJ8667
 DJ8667.Significant digits in the geoid height do not necessarily reflect accuracy.
 DJ8667.GEOID18 height accuracy estimate available here.
 DJ8667
 DJ8667.Click photographs - Photos may exist for this station.
 DJ8667
 DJ8667.The dynamic height is computed by dividing the NAVD 88
 DJ8667.geopotential number by the normal gravity value computed on the
 DJ8667.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ8667.degrees latitude (g = 980.6199 gals.).
 DJ8667
 DJ8667.The modeled gravity was interpolated from observed gravity values.
 DJ8667
 DJ8667;                    North         East    Units  Estimated Accuracy
 DJ8667;SPC MN S     -   387,484.3     607,292.1     MT  (+/- 3 meters HH1 GPS) 
 DJ8667
 DJ8667_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPR9756848389(NAD 83)
 DJ8667
 DJ8667                          SUPERSEDED SURVEY CONTROL
 DJ8667
 DJ8667.No superseded survey control is available for this station.
 DJ8667
 DJ8667_MARKER: DV = VERTICAL CONTROL DISK
 DJ8667_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 DJ8667_SP_SET: BOX CULVERT
 DJ8667_STAMPING: 0605 Q 2005
 DJ8667_MARK LOGO: NGS
 DJ8667_MAGNETIC: N = NO MAGNETIC MATERIAL
 DJ8667_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DJ8667+STABILITY: SURFACE MOTION
 DJ8667_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DJ8667+SATELLITE: SATELLITE OBSERVATIONS - September 12, 2023
 DJ8667
 DJ8667  HISTORY     - Date     Condition        Report By
 DJ8667  HISTORY     - 20050922 MONUMENTED       MNDT
 DJ8667  HISTORY     - 20150722 GOOD             MNDT
 DJ8667  HISTORY     - 20230912 GOOD             MNDT
 DJ8667
 DJ8667                          STATION DESCRIPTION
 DJ8667
 DJ8667'DESCRIBED BY MN DEPT OF TRANSP 2005
 DJ8667'1.0 MI (1.6 KM) SOUTHWEST OF GRACEVILLE, 1.9 MI (3.1 KM) SOUTHWEST
 DJ8667'ALONG TRUNK HIGHWAY 28 FROM THE JUNCTION OF TRUNK HIGHWAY 28 AND TRUNK
 DJ8667'HIGHWAY 75 IN GRACEVILLE, IN SOUTHEAST CORNER OF HEAD BOX CULVERT, AT
 DJ8667'TRUNK HIGHWAY 28 MILE POINT 20.5, 24.0 FT (7.3 M) SOUTHEAST OF TRUNK
 DJ8667'HIGHWAY 28
 DJ8667
 DJ8667                          STATION RECOVERY (2015)
 DJ8667
 DJ8667'RECOVERY NOTE BY MN DEPT OF TRANSP 2015 (KMS)
 DJ8667'RECOVERED AS DESCRIBED.
 DJ8667
 DJ8667                          STATION RECOVERY (2023)
 DJ8667
 DJ8667'RECOVERY NOTE BY MN DEPT OF TRANSP 2023 (AJH)
 DJ8667'1.7 MI (2.7 KM) SOUTHWEST OF GRACEVILLE, 1.9 MI (3.1 KM) SOUTHWEST
 DJ8667'ALONG TRUNK HIGHWAY 28 FROM THE JUNCTION OF TRUNK HIGHWAY 28 AND TRUNK
 DJ8667'HIGHWAY 75 IN GRACEVILLE, IN THE SOUTHEAST CORNER OF THE HEADWALL BOX
 DJ8667'CULVERT, AT TRUNK HIGHWAY 28 MILE POINT 20.5, 34.3 FT (10.5 M)
 DJ8667'SOUTHEAST OF TRUNK HIGHWAY 28.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DJ8657 ***********************************************************************
 DJ8657  DESIGNATION -  0605 R
 DJ8657  PID         -  DJ8657
 DJ8657  STATE/COUNTY-  MN/BIG STONE
 DJ8657  COUNTRY     -  US
 DJ8657  USGS QUAD   -  GRACEVILLE (2019)
 DJ8657
 DJ8657                         *CURRENT SURVEY CONTROL
 DJ8657  ______________________________________________________________________
 DJ8657* NAD 83(2011) POSITION- 45 33 28.13696(N) 096 28 25.40767(W)   ADJUSTED
 DJ8657* NAD 83(2011) ELLIP HT-   310.292 (meters)        (05/08/25)   ADJUSTED
 DJ8657* NAD 83(2011) EPOCH   -  2010.00
 DJ8657* NAVD 88 ORTHO HEIGHT -   336.401 (meters)     1103.68  (feet) ADJUSTED
 DJ8657  ______________________________________________________________________
 DJ8657  GEOID HEIGHT    -        -26.116 (meters)                     GEOID18
 DJ8657  NAD 83(2011) X  -   -504,405.380 (meters)                     COMP
 DJ8657  NAD 83(2011) Y  - -4,445,232.809 (meters)                     COMP
 DJ8657  NAD 83(2011) Z  -  4,531,192.311 (meters)                     COMP
 DJ8657  LAPLACE CORR    -         -0.98  (seconds)                    DEFLEC18
 DJ8657  DYNAMIC HEIGHT  -        336.386 (meters)     1103.63  (feet) COMP
 DJ8657  MODELED GRAVITY -    980,562.5   (mgal)                       NAVD 88
 DJ8657
 DJ8657  VERT ORDER      -  SECOND    CLASS I
 DJ8657
 DJ8657  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DJ8657  Standards:
 DJ8657         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DJ8657            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DJ8657  -------------------------------------------------------------------
 DJ8657  NETWORK    0.26   0.51           0.12   0.09   0.26      0.00807424
 DJ8657  -------------------------------------------------------------------
 DJ8657  Click here for local accuracies and other accuracy information.
 DJ8657
 DJ8657.The horizontal coordinates were established by GPS observations
 DJ8657.and adjusted by the MN DEPT OF TRANSP in May 2025.
 DJ8657
 DJ8657.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DJ8657.been affixed to the stable North American tectonic plate. See 
 DJ8657.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DJ8657
 DJ8657.The horizontal coordinates are valid at the epoch date displayed above
 DJ8657.which is a decimal equivalence of Year/Month/Day.
 DJ8657
 DJ8657.The orthometric height was determined by differential leveling and
 DJ8657.adjusted by the NATIONAL GEODETIC SURVEY
 DJ8657.in July 2008.
 DJ8657
 DJ8657.Significant digits in the geoid height do not necessarily reflect accuracy.
 DJ8657.GEOID18 height accuracy estimate available here.
 DJ8657
 DJ8657.Click photographs - Photos may exist for this station.
 DJ8657
 DJ8657.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DJ8657
 DJ8657.The Laplace correction was computed from DEFLEC18 derived deflections.
 DJ8657
 DJ8657.The ellipsoidal height was determined by GPS observations
 DJ8657.and is referenced to NAD 83.
 DJ8657
 DJ8657.The dynamic height is computed by dividing the NAVD 88
 DJ8657.geopotential number by the normal gravity value computed on the
 DJ8657.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ8657.degrees latitude (g = 980.6199 gals.).
 DJ8657
 DJ8657.The modeled gravity was interpolated from observed gravity values.
 DJ8657
 DJ8657. The following values were computed from the NAD 83(2011) position.
 DJ8657
 DJ8657;                    North         East     Units Scale Factor Converg.
 DJ8657;SPC MN S     -   387,144.538   606,868.091   MT  1.00009247   -1 44 02.0
 DJ8657;SPC MN S     - 1,270,156.71  1,991,033.06   sFT  1.00009247   -1 44 02.0
 DJ8657;UTM  14      - 5,048,024.079   697,166.574   MT  1.00007797   +1 48 15.2
 DJ8657
 DJ8657!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DJ8657!SPC MN S     -   0.99995136  x   1.00009247  =   1.00004382
 DJ8657!UTM  14      -   0.99995136  x   1.00007797  =   1.00002932
 DJ8657
 DJ8657_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPR9716648024(NAD 83)
 DJ8657
 DJ8657                          SUPERSEDED SURVEY CONTROL
 DJ8657
 DJ8657.No superseded survey control is available for this station.
 DJ8657
 DJ8657_MARKER: DD = SURVEY DISK
 DJ8657_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DJ8657_STAMPING: 0605 R 2005
 DJ8657_MARK LOGO: MNDT
 DJ8657_PROJECTION: FLUSH
 DJ8657_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DJ8657_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DJ8657_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DJ8657+SATELLITE: SATELLITE OBSERVATIONS - January 15, 2025
 DJ8657_ROD/PIPE-DEPTH: 7.6 meters
 DJ8657
 DJ8657  HISTORY     - Date     Condition        Report By
 DJ8657  HISTORY     - 20050922 MONUMENTED       MNDT
 DJ8657  HISTORY     - 20150722 GOOD             MNDT
 DJ8657  HISTORY     - 20210607 GOOD             MNDT
 DJ8657  HISTORY     - 20250115 GOOD             MNDT
 DJ8657
 DJ8657                          STATION DESCRIPTION
 DJ8657
 DJ8657'DESCRIBED BY MN DEPT OF TRANSP 2005
 DJ8657'1.0 MI (1.6 KM) WEST OF GRACEVILLE, 2.0 MI (3.2 KM) WEST ALONG TRUNK
 DJ8657'HIGHWAY 28 FROM THE JUNCTION OF TRUNK HIGHWAY 28 AND TRUNK HIGHWAY 75
 DJ8657'IN GRACEVILLE, AT TRUNK HIGHWAY 28 MILE POINT 20.25, 0.05 MI (0.1 KM)
 DJ8657'SOUTH OF TRUNK HIGHWAY 28, 30.7 FT (9.4 M) WEST OF COUNTY ROAD 35,
 DJ8657'21.4 FT (6.5 M) NORTH OF A FIELD ENTRANCE, 0.8 FT (0.2 M) EAST OF A
 DJ8657'WITNESS POST
 DJ8657
 DJ8657                          STATION RECOVERY (2015)
 DJ8657
 DJ8657'RECOVERY NOTE BY MN DEPT OF TRANSP 2015 (KMS)
 DJ8657'RECOVERED AS DESCRIBED.
 DJ8657
 DJ8657                          STATION RECOVERY (2021)
 DJ8657
 DJ8657'RECOVERY NOTE BY MN DEPT OF TRANSP 2021 (TJD)
 DJ8657'RECOVERED IN GOOD CONDITION.
 DJ8657
 DJ8657                          STATION RECOVERY (2025)
 DJ8657
 DJ8657'RECOVERY NOTE BY MN DEPT OF TRANSP 2025 (MPP)
 DJ8657'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DJ8655 ***********************************************************************
 DJ8655  DESIGNATION -  0605 S
 DJ8655  PID         -  DJ8655
 DJ8655  STATE/COUNTY-  MN/BIG STONE
 DJ8655  COUNTRY     -  US
 DJ8655  USGS QUAD   -  BARRY (2019)
 DJ8655
 DJ8655                         *CURRENT SURVEY CONTROL
 DJ8655  ______________________________________________________________________
 DJ8655* NAD 83(2011) POSITION- 45 33 31.05368(N) 096 30 51.37557(W)   ADJUSTED
 DJ8655* NAD 83(2011) ELLIP HT-   308.387 (meters)        (05/08/25)   ADJUSTED
 DJ8655* NAD 83(2011) EPOCH   -  2010.00
 DJ8655* NAVD 88 ORTHO HEIGHT -   334.489 (meters)     1097.40  (feet) ADJUSTED
 DJ8655  ______________________________________________________________________
 DJ8655  GEOID HEIGHT    -        -26.102 (meters)                     GEOID18
 DJ8655  NAD 83(2011) X  -   -507,543.576 (meters)                     COMP
 DJ8655  NAD 83(2011) Y  - -4,444,809.538 (meters)                     COMP
 DJ8655  NAD 83(2011) Z  -  4,531,254.004 (meters)                     COMP
 DJ8655  LAPLACE CORR    -         -1.00  (seconds)                    DEFLEC18
 DJ8655  DYNAMIC HEIGHT  -        334.474 (meters)     1097.35  (feet) COMP
 DJ8655  MODELED GRAVITY -    980,561.7   (mgal)                       NAVD 88
 DJ8655
 DJ8655  VERT ORDER      -  SECOND    CLASS I
 DJ8655
 DJ8655  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DJ8655  Standards:
 DJ8655         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DJ8655            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DJ8655  -------------------------------------------------------------------
 DJ8655  NETWORK    0.45   0.78           0.20   0.16   0.40     -0.00906986
 DJ8655  -------------------------------------------------------------------
 DJ8655  Click here for local accuracies and other accuracy information.
 DJ8655
 DJ8655.The horizontal coordinates were established by GPS observations
 DJ8655.and adjusted by the MN DEPT OF TRANSP in May 2025.
 DJ8655
 DJ8655.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DJ8655.been affixed to the stable North American tectonic plate. See 
 DJ8655.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DJ8655
 DJ8655.The horizontal coordinates are valid at the epoch date displayed above
 DJ8655.which is a decimal equivalence of Year/Month/Day.
 DJ8655
 DJ8655.The orthometric height was determined by differential leveling and
 DJ8655.adjusted by the NATIONAL GEODETIC SURVEY
 DJ8655.in July 2008.
 DJ8655
 DJ8655.Significant digits in the geoid height do not necessarily reflect accuracy.
 DJ8655.GEOID18 height accuracy estimate available here.
 DJ8655
 DJ8655.Click photographs - Photos may exist for this station.
 DJ8655
 DJ8655.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DJ8655
 DJ8655.The Laplace correction was computed from DEFLEC18 derived deflections.
 DJ8655
 DJ8655.The ellipsoidal height was determined by GPS observations
 DJ8655.and is referenced to NAD 83.
 DJ8655
 DJ8655.The dynamic height is computed by dividing the NAVD 88
 DJ8655.geopotential number by the normal gravity value computed on the
 DJ8655.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ8655.degrees latitude (g = 980.6199 gals.).
 DJ8655
 DJ8655.The modeled gravity was interpolated from observed gravity values.
 DJ8655
 DJ8655. The following values were computed from the NAD 83(2011) position.
 DJ8655
 DJ8655;                    North         East     Units Scale Factor Converg.
 DJ8655;SPC MN S     -   387,331.135   603,706.240   MT  1.00009273   -1 45 44.4
 DJ8655;SPC MN S     - 1,270,768.90  1,980,659.56   sFT  1.00009273   -1 45 44.4
 DJ8655;UTM  14      - 5,048,015.209   693,999.304   MT  1.00006274   +1 46 31.0
 DJ8655
 DJ8655!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DJ8655!SPC MN S     -   0.99995165  x   1.00009273  =   1.00004438
 DJ8655!UTM  14      -   0.99995165  x   1.00006274  =   1.00001439
 DJ8655
 DJ8655_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPR9399948015(NAD 83)
 DJ8655
 DJ8655                          SUPERSEDED SURVEY CONTROL
 DJ8655
 DJ8655.No superseded survey control is available for this station.
 DJ8655
 DJ8655_MARKER: DD = SURVEY DISK
 DJ8655_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DJ8655_STAMPING: 0605 S 2005
 DJ8655_MARK LOGO: MNDT
 DJ8655_PROJECTION: FLUSH
 DJ8655_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DJ8655_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DJ8655_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DJ8655+SATELLITE: SATELLITE OBSERVATIONS - January 07, 2025
 DJ8655_ROD/PIPE-DEPTH: 7.6 meters
 DJ8655
 DJ8655  HISTORY     - Date     Condition        Report By
 DJ8655  HISTORY     - 20050922 MONUMENTED       MNDT
 DJ8655  HISTORY     - 20250107 GOOD             MNDT
 DJ8655
 DJ8655                          STATION DESCRIPTION
 DJ8655
 DJ8655'DESCRIBED BY MN DEPT OF TRANSP 2005
 DJ8655'3.0 MI (4.8 KM) WEST OF GRACEVILLE, 4.0 MI (6.4 KM) WEST ALONG TRUNK
 DJ8655'HIGHWAY 28 FROM THE JUNCTION OF TRUNK HIGHWAY 28 AND TRUNK HIGHWAY 75
 DJ8655'IN GRACEVILLE, AT TRUNK HIGHWAY 28 MILE POINT 18.25, 185.3 FT (56.5 M)
 DJ8655'NORTH OF TRUNK HIGHWAY 28, 32.4 FT (9.9 M) WEST OF COUNTY ROAD 61,
 DJ8655'15.3 FT (4.7 M) NORTH-NORTHWEST OF TELEPHONE PEDESTAL NUMBER SPIRE,
 DJ8655'1.0 FT (0.3 M) EAST OF A WITNESS POST
 DJ8655
 DJ8655                          STATION RECOVERY (2025)
 DJ8655
 DJ8655'RECOVERY NOTE BY MN DEPT OF TRANSP 2025 (MPP)
 DJ8655'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DJ8653 ***********************************************************************
 DJ8653  DESIGNATION -  0605 T
 DJ8653  PID         -  DJ8653
 DJ8653  STATE/COUNTY-  MN/BIG STONE
 DJ8653  COUNTRY     -  US
 DJ8653  USGS QUAD   -  BARRY (2019)
 DJ8653
 DJ8653                         *CURRENT SURVEY CONTROL
 DJ8653  ______________________________________________________________________
 DJ8653* NAD 83(2011) POSITION- 45 33 33.25398(N) 096 32 05.67511(W)   ADJUSTED
 DJ8653* NAD 83(2011) ELLIP HT-   308.663 (meters)        (05/08/25)   ADJUSTED
 DJ8653* NAD 83(2011) EPOCH   -  2010.00
 DJ8653* NAVD 88 ORTHO HEIGHT -   334.758 (meters)     1098.29  (feet) ADJUSTED
 DJ8653  ______________________________________________________________________
 DJ8653  GEOID HEIGHT    -        -26.095 (meters)                     GEOID18
 DJ8653  NAD 83(2011) X  -   -509,139.130 (meters)                     COMP
 DJ8653  NAD 83(2011) Y  - -4,444,578.430 (meters)                     COMP
 DJ8653  NAD 83(2011) Z  -  4,531,301.767 (meters)                     COMP
 DJ8653  LAPLACE CORR    -         -1.06  (seconds)                    DEFLEC18
 DJ8653  DYNAMIC HEIGHT  -        334.742 (meters)     1098.23  (feet) COMP
 DJ8653  MODELED GRAVITY -    980,561.1   (mgal)                       NAVD 88
 DJ8653
 DJ8653  VERT ORDER      -  SECOND    CLASS I
 DJ8653
 DJ8653  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DJ8653  Standards:
 DJ8653         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DJ8653            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DJ8653  -------------------------------------------------------------------
 DJ8653  NETWORK    0.45   0.76           0.20   0.16   0.39     -0.02945487
 DJ8653  -------------------------------------------------------------------
 DJ8653  Click here for local accuracies and other accuracy information.
 DJ8653
 DJ8653.The horizontal coordinates were established by GPS observations
 DJ8653.and adjusted by the MN DEPT OF TRANSP in May 2025.
 DJ8653
 DJ8653.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DJ8653.been affixed to the stable North American tectonic plate. See 
 DJ8653.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DJ8653
 DJ8653.The horizontal coordinates are valid at the epoch date displayed above
 DJ8653.which is a decimal equivalence of Year/Month/Day.
 DJ8653
 DJ8653.The orthometric height was determined by differential leveling and
 DJ8653.adjusted by the NATIONAL GEODETIC SURVEY
 DJ8653.in July 2008.
 DJ8653
 DJ8653.Significant digits in the geoid height do not necessarily reflect accuracy.
 DJ8653.GEOID18 height accuracy estimate available here.
 DJ8653
 DJ8653.Click photographs - Photos may exist for this station.
 DJ8653
 DJ8653.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DJ8653
 DJ8653.The Laplace correction was computed from DEFLEC18 derived deflections.
 DJ8653
 DJ8653.The ellipsoidal height was determined by GPS observations
 DJ8653.and is referenced to NAD 83.
 DJ8653
 DJ8653.The dynamic height is computed by dividing the NAVD 88
 DJ8653.geopotential number by the normal gravity value computed on the
 DJ8653.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ8653.degrees latitude (g = 980.6199 gals.).
 DJ8653
 DJ8653.The modeled gravity was interpolated from observed gravity values.
 DJ8653
 DJ8653. The following values were computed from the NAD 83(2011) position.
 DJ8653
 DJ8653;                    North         East     Units Scale Factor Converg.
 DJ8653;SPC MN S     -   387,448.803   602,097.555   MT  1.00009293   -1 46 36.4
 DJ8653;SPC MN S     - 1,271,154.95  1,975,381.73   sFT  1.00009293   -1 46 36.4
 DJ8653;UTM  14      - 5,048,033.394   692,386.478   MT  1.00005508   +1 45 38.0
 DJ8653
 DJ8653!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DJ8653!SPC MN S     -   0.99995161  x   1.00009293  =   1.00004454
 DJ8653!UTM  14      -   0.99995161  x   1.00005508  =   1.00000669
 DJ8653
 DJ8653_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPR9238648033(NAD 83)
 DJ8653
 DJ8653                          SUPERSEDED SURVEY CONTROL
 DJ8653
 DJ8653.No superseded survey control is available for this station.
 DJ8653
 DJ8653_MARKER: DD = SURVEY DISK
 DJ8653_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DJ8653_STAMPING: 0605 T 2005
 DJ8653_MARK LOGO: MNDT
 DJ8653_PROJECTION: FLUSH
 DJ8653_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DJ8653_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DJ8653_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DJ8653+SATELLITE: SATELLITE OBSERVATIONS - January 07, 2025
 DJ8653_ROD/PIPE-DEPTH: 9.1 meters
 DJ8653
 DJ8653  HISTORY     - Date     Condition        Report By
 DJ8653  HISTORY     - 20050922 MONUMENTED       MNDT
 DJ8653  HISTORY     - 20210607 GOOD             MNDT
 DJ8653  HISTORY     - 20250107 GOOD             MNDT
 DJ8653
 DJ8653                          STATION DESCRIPTION
 DJ8653
 DJ8653'DESCRIBED BY MN DEPT OF TRANSP 2005
 DJ8653'4.0 MI (6.4 KM) WEST OF GRACEVILLE, 5.0 MI (8.0 KM) WEST ALONG TRUNK
 DJ8653'HIGHWAY 28 FROM THE JUNCTION OF TRUNK HIGHWAY 28 AND TRUNK HIGHWAY 75
 DJ8653'IN GRACEVILLE, AT TRUNK HIGHWAY 28 MILE POINT 17.25, 0.1 MI (0.2 KM)
 DJ8653'NORTH OF TRUNK HIGHWAY 28, 66.7 FT (20.3 M) WEST-NORTHWEST OF GUY
 DJ8653'POWER POLE, 22.6 FT (6.9 M) WEST OF TOWNSHIP ROAD, 19.3 FT (5.9 M)
 DJ8653'SOUTH OF A FIELD ENTRANCE, 1.3 FT (0.4 M) NORTH OF A WITNESS POST
 DJ8653
 DJ8653                          STATION RECOVERY (2021)
 DJ8653
 DJ8653'RECOVERY NOTE BY MN DEPT OF TRANSP 2021 (TJD)
 DJ8653'RECOVERED IN GOOD CONDITION.
 DJ8653
 DJ8653                          STATION RECOVERY (2025)
 DJ8653
 DJ8653'RECOVERY NOTE BY MN DEPT OF TRANSP 2025 (MPP)
 DJ8653'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DQ4799 ***********************************************************************
 DQ4799  DESIGNATION -  0605 U
 DQ4799  PID         -  DQ4799
 DQ4799  STATE/COUNTY-  MN/BIG STONE
 DQ4799  COUNTRY     -  US
 DQ4799  USGS QUAD   -  GRACEVILLE (2019)
 DQ4799
 DQ4799                         *CURRENT SURVEY CONTROL
 DQ4799  ______________________________________________________________________
 DQ4799* NAD 83(2011) POSITION- 45 33 56.82722(N) 096 27 34.01335(W)   ADJUSTED
 DQ4799* NAD 83(2011) ELLIP HT-   309.095 (meters)        (05/08/25)   ADJUSTED
 DQ4799* NAD 83(2011) EPOCH   -  2010.00
 DQ4799* NAVD 88 ORTHO HEIGHT -   335.209 (meters)     1099.76  (feet) ADJUSTED
 DQ4799  ______________________________________________________________________
 DQ4799  GEOID HEIGHT    -        -26.125 (meters)                     GEOID18
 DQ4799  NAD 83(2011) X  -   -503,226.514 (meters)                     COMP
 DQ4799  NAD 83(2011) Y  - -4,444,729.070 (meters)                     COMP
 DQ4799  NAD 83(2011) Z  -  4,531,811.638 (meters)                     COMP
 DQ4799  LAPLACE CORR    -         -0.93  (seconds)                    DEFLEC18
 DQ4799  DYNAMIC HEIGHT  -        335.195 (meters)     1099.72  (feet) COMP
 DQ4799  MODELED GRAVITY -    980,564.0   (mgal)                       NAVD 88
 DQ4799
 DQ4799  VERT ORDER      -  SECOND    CLASS I
 DQ4799
 DQ4799  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DQ4799  Standards:
 DQ4799         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DQ4799            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DQ4799  -------------------------------------------------------------------
 DQ4799  NETWORK    0.44   0.74           0.20   0.15   0.38      0.03079099
 DQ4799  -------------------------------------------------------------------
 DQ4799  Click here for local accuracies and other accuracy information.
 DQ4799
 DQ4799.The horizontal coordinates were established by GPS observations
 DQ4799.and adjusted by the MN DEPT OF TRANSP in May 2025.
 DQ4799
 DQ4799.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DQ4799.been affixed to the stable North American tectonic plate. See 
 DQ4799.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DQ4799
 DQ4799.The horizontal coordinates are valid at the epoch date displayed above
 DQ4799.which is a decimal equivalence of Year/Month/Day.
 DQ4799
 DQ4799.The orthometric height was determined by differential leveling and
 DQ4799.adjusted by the NATIONAL GEODETIC SURVEY
 DQ4799.in February 2018.
 DQ4799
 DQ4799.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ4799.GEOID18 height accuracy estimate available here.
 DQ4799
 DQ4799.Click photographs - Photos may exist for this station.
 DQ4799
 DQ4799.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DQ4799
 DQ4799.The Laplace correction was computed from DEFLEC18 derived deflections.
 DQ4799
 DQ4799.The ellipsoidal height was determined by GPS observations
 DQ4799.and is referenced to NAD 83.
 DQ4799
 DQ4799.The dynamic height is computed by dividing the NAVD 88
 DQ4799.geopotential number by the normal gravity value computed on the
 DQ4799.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ4799.degrees latitude (g = 980.6199 gals.).
 DQ4799
 DQ4799.The modeled gravity was interpolated from observed gravity values.
 DQ4799
 DQ4799. The following values were computed from the NAD 83(2011) position.
 DQ4799
 DQ4799;                    North         East     Units Scale Factor Converg.
 DQ4799;SPC MN S     -   387,996.341   608,008.993   MT  1.00009506   -1 43 26.0
 DQ4799;SPC MN S     - 1,272,951.33  1,994,776.17   sFT  1.00009506   -1 43 26.0
 DQ4799;UTM  14      - 5,048,944.659   698,252.716   MT  1.00008325   +1 48 52.9
 DQ4799
 DQ4799!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DQ4799!SPC MN S     -   0.99995154  x   1.00009506  =   1.00004660
 DQ4799!UTM  14      -   0.99995154  x   1.00008325  =   1.00003479
 DQ4799
 DQ4799_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPR9825248944(NAD 83)
 DQ4799
 DQ4799                          SUPERSEDED SURVEY CONTROL
 DQ4799
 DQ4799.No superseded survey control is available for this station.
 DQ4799
 DQ4799_MARKER: I = METAL ROD
 DQ4799_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DQ4799_STAMPING: 0605 U 2015
 DQ4799_MARK LOGO: MNDT
 DQ4799_PROJECTION: RECESSED 13 CENTIMETERS
 DQ4799_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DQ4799_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ4799_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ4799+SATELLITE: SATELLITE OBSERVATIONS - January 08, 2025
 DQ4799_ROD/PIPE-DEPTH: 8.8 meters
 DQ4799
 DQ4799  HISTORY     - Date     Condition        Report By
 DQ4799  HISTORY     - 20150804 MONUMENTED       MNDT
 DQ4799  HISTORY     - 20210607 GOOD             MNDT
 DQ4799  HISTORY     - 20250108 GOOD             MNDT
 DQ4799
 DQ4799                          STATION DESCRIPTION
 DQ4799
 DQ4799'DESCRIBED BY MN DEPT OF TRANSP 2015
 DQ4799'THE MARK IS LOCATED ABOUT 1.5 MI (2.4 KM) WEST OF GRACEVILLE.
 DQ4799'
 DQ4799'TO REACH THE MARK GO 1.55 MI (2.49 KM) WEST ALONG TRUNK HIGHWAY 28
 DQ4799'FROM THE JUNCTION OF TRUNK HIGHWAY 28 AND TRUNK HIGHWAY 75 IN
 DQ4799'GRACEVILLE, AT TRUNK HIGHWAY 28 MILE POINT 21.10.
 DQ4799'
 DQ4799'THE MARK IS LOCATED 68.2 FT (20.8 M) NORTH OF TRUNK HIGHWAY 28, 1.5 FT
 DQ4799'(0.5 M) SOUTH OF THE WITNESS POST.
 DQ4799'
 DQ4799'NOTE-THE STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM ROD
 DQ4799'DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION REMOVABLE DISK
 DQ4799'SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH PVC
 DQ4799'PIPE BACK FILLED WITH WASHED SAND.
 DQ4799
 DQ4799                          STATION RECOVERY (2021)
 DQ4799
 DQ4799'RECOVERY NOTE BY MN DEPT OF TRANSP 2021 (TJD)
 DQ4799'RECOVERED IN GOOD CONDITION.
 DQ4799
 DQ4799                          STATION RECOVERY (2025)
 DQ4799
 DQ4799'RECOVERY NOTE BY MN DEPT OF TRANSP 2025 (MPP)
 DQ4799'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DQ4798 ***********************************************************************
 DQ4798  DESIGNATION -  0605 V
 DQ4798  PID         -  DQ4798
 DQ4798  STATE/COUNTY-  MN/BIG STONE
 DQ4798  COUNTRY     -  US
 DQ4798  USGS QUAD   -  GRACEVILLE (2019)
 DQ4798
 DQ4798                         *CURRENT SURVEY CONTROL
 DQ4798  ______________________________________________________________________
 DQ4798* NAD 83(2011) POSITION- 45 34 15.31055(N) 096 26 39.28861(W)   ADJUSTED
 DQ4798* NAD 83(2011) ELLIP HT-   310.064 (meters)        (05/08/25)   ADJUSTED
 DQ4798* NAD 83(2011) EPOCH   -  2010.00
 DQ4798* NAVD 88 ORTHO HEIGHT -   336.187 (meters)     1102.97  (feet) ADJUSTED
 DQ4798  ______________________________________________________________________
 DQ4798  GEOID HEIGHT    -        -26.133 (meters)                     GEOID18
 DQ4798  NAD 83(2011) X  -   -502,001.591 (meters)                     COMP
 DQ4798  NAD 83(2011) Y  - -4,444,458.172 (meters)                     COMP
 DQ4798  NAD 83(2011) Z  -  4,532,211.828 (meters)                     COMP
 DQ4798  LAPLACE CORR    -         -0.85  (seconds)                    DEFLEC18
 DQ4798  DYNAMIC HEIGHT  -        336.173 (meters)     1102.93  (feet) COMP
 DQ4798  MODELED GRAVITY -    980,565.0   (mgal)                       NAVD 88
 DQ4798
 DQ4798  VERT ORDER      -  SECOND    CLASS I
 DQ4798
 DQ4798  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DQ4798  Standards:
 DQ4798         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DQ4798            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DQ4798  -------------------------------------------------------------------
 DQ4798  NETWORK    0.41   0.73           0.19   0.14   0.37      0.06099596
 DQ4798  -------------------------------------------------------------------
 DQ4798  Click here for local accuracies and other accuracy information.
 DQ4798
 DQ4798.The horizontal coordinates were established by GPS observations
 DQ4798.and adjusted by the MN DEPT OF TRANSP in May 2025.
 DQ4798
 DQ4798.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DQ4798.been affixed to the stable North American tectonic plate. See 
 DQ4798.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DQ4798
 DQ4798.The horizontal coordinates are valid at the epoch date displayed above
 DQ4798.which is a decimal equivalence of Year/Month/Day.
 DQ4798
 DQ4798.The orthometric height was determined by differential leveling and
 DQ4798.adjusted by the NATIONAL GEODETIC SURVEY
 DQ4798.in February 2018.
 DQ4798
 DQ4798.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ4798.GEOID18 height accuracy estimate available here.
 DQ4798
 DQ4798.Click photographs - Photos may exist for this station.
 DQ4798
 DQ4798.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DQ4798
 DQ4798.The Laplace correction was computed from DEFLEC18 derived deflections.
 DQ4798
 DQ4798.The ellipsoidal height was determined by GPS observations
 DQ4798.and is referenced to NAD 83.
 DQ4798
 DQ4798.The dynamic height is computed by dividing the NAVD 88
 DQ4798.geopotential number by the normal gravity value computed on the
 DQ4798.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ4798.degrees latitude (g = 980.6199 gals.).
 DQ4798
 DQ4798.The modeled gravity was interpolated from observed gravity values.
 DQ4798
 DQ4798. The following values were computed from the NAD 83(2011) position.
 DQ4798
 DQ4798;                    North         East     Units Scale Factor Converg.
 DQ4798;SPC MN S     -   388,531.184   609,212.355   MT  1.00009674   -1 42 47.7
 DQ4798;SPC MN S     - 1,274,706.06  1,998,724.20   sFT  1.00009674   -1 42 47.7
 DQ4798;UTM  14      - 5,049,552.752   699,420.760   MT  1.00008896   +1 49 32.5
 DQ4798
 DQ4798!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DQ4798!SPC MN S     -   0.99995139  x   1.00009674  =   1.00004813
 DQ4798!UTM  14      -   0.99995139  x   1.00008896  =   1.00004035
 DQ4798
 DQ4798_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPR9942049552(NAD 83)
 DQ4798
 DQ4798                          SUPERSEDED SURVEY CONTROL
 DQ4798
 DQ4798.No superseded survey control is available for this station.
 DQ4798
 DQ4798_MARKER: I = METAL ROD
 DQ4798_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DQ4798_STAMPING: 0605 V 2015
 DQ4798_MARK LOGO: MNDT
 DQ4798_PROJECTION: RECESSED 5 CENTIMETERS
 DQ4798_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DQ4798_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ4798_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ4798+SATELLITE: SATELLITE OBSERVATIONS - January 08, 2025
 DQ4798_ROD/PIPE-DEPTH: 6.7 meters
 DQ4798
 DQ4798  HISTORY     - Date     Condition        Report By
 DQ4798  HISTORY     - 20150902 MONUMENTED       MNDT
 DQ4798  HISTORY     - 20210607 GOOD             MNDT
 DQ4798  HISTORY     - 20250108 GOOD             MNDT
 DQ4798
 DQ4798                          STATION DESCRIPTION
 DQ4798
 DQ4798'DESCRIBED BY MN DEPT OF TRANSP 2015
 DQ4798'THE STATION IS LOCATED ABOUT 7.2 MI (11.6 KM) WEST OF JOHNSON, 5.6 MI
 DQ4798'(9.0 KM) EAST OF BARRY AND IN THE TOWN OF GRACEVILLE, MN.
 DQ4798'
 DQ4798'TO REACH THE MARK GO 0.7 MI (1.1 KM) WEST ALONG TRUNK HIGHWAY 28 FROM
 DQ4798'THE JUNCTION OF TRUNK HIGHWAY 28 AND TRUNK HIGHWAY 75 IN GRACEVILLE,
 DQ4798'AT TRUNK HIGHWAY 28 MILE POINT 21.90.
 DQ4798'
 DQ4798'THE MARK IS LOCATED 68.0 FT (20.7 M) SOUTHEAST OF TRUNK HIGHWAY 28,
 DQ4798'90.0 FT (27.4 M) NORTH OF BLUFF STREET, 51.0 FT (15.5 M) WEST OF 10TH
 DQ4798'STREET, 1.5 FT (0.5 M) NORTHWEST OF THE WITNESS POST.
 DQ4798'
 DQ4798'NOTE-THE STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM ROD
 DQ4798'DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION REMOVABLE DISK
 DQ4798'SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH PVC
 DQ4798'PIPE BACK FILLED WITH WASHED SAND.
 DQ4798
 DQ4798                          STATION RECOVERY (2021)
 DQ4798
 DQ4798'RECOVERY NOTE BY MN DEPT OF TRANSP 2021 (TJD)
 DQ4798'RECOVERED IN GOOD CONDITION.
 DQ4798
 DQ4798                          STATION RECOVERY (2025)
 DQ4798
 DQ4798'RECOVERY NOTE BY MN DEPT OF TRANSP 2025 (MPP)
 DQ4798'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DS3568 ***********************************************************************
 DS3568  HT_MOD      -  This is a Height Modernization Survey Station.
 DS3568  DESIGNATION -  0605 W
 DS3568  PID         -  DS3568
 DS3568  STATE/COUNTY-  MN/BIG STONE
 DS3568  COUNTRY     -  US
 DS3568  USGS QUAD   -  BARRY (2019)
 DS3568
 DS3568                         *CURRENT SURVEY CONTROL
 DS3568  ______________________________________________________________________
 DS3568* NAD 83(2011) POSITION- 45 33 29.76301(N) 096 35 45.78128(W)   ADJUSTED
 DS3568* NAD 83(2011) ELLIP HT-   309.526 (meters)        (05/08/25)   ADJUSTED
 DS3568* NAD 83(2011) EPOCH   -  2010.00
 DS3568* NAVD 88 ORTHO HEIGHT -   335.59  (meters)     1101.0   (feet) GPS OBS
 DS3568  ______________________________________________________________________
 DS3568  GEOID HEIGHT    -        -26.070 (meters)                     GEOID18
 DS3568  NAD 83(2011) X  -   -513,890.579 (meters)                     COMP
 DS3568  NAD 83(2011) Y  - -4,444,109.639 (meters)                     COMP
 DS3568  NAD 83(2011) Z  -  4,531,226.916 (meters)                     COMP
 DS3568  LAPLACE CORR    -         -1.23  (seconds)                    DEFLEC18
 DS3568
 DS3568  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DS3568  Standards:
 DS3568         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DS3568            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DS3568  -------------------------------------------------------------------
 DS3568  NETWORK    0.49   0.80           0.22   0.18   0.41     -0.04344231
 DS3568  -------------------------------------------------------------------
 DS3568  Click here for local accuracies and other accuracy information.
 DS3568
 DS3568.The horizontal coordinates were established by GPS observations
 DS3568.and adjusted by the MN DEPT OF TRANSP in May 2025.
 DS3568
 DS3568.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DS3568.been affixed to the stable North American tectonic plate. See 
 DS3568.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DS3568
 DS3568.The horizontal coordinates are valid at the epoch date displayed above
 DS3568.which is a decimal equivalence of Year/Month/Day.
 DS3568
 DS3568.The orthometric height was determined by GPS observations and a
 DS3568.high-resolution geoid model using precise GPS observation and
 DS3568.processing techniques.
 DS3568
 DS3568.Significant digits in the geoid height do not necessarily reflect accuracy.
 DS3568.GEOID18 height accuracy estimate available here.
 DS3568
 DS3568.Click photographs - Photos may exist for this station.
 DS3568
 DS3568.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DS3568
 DS3568.The Laplace correction was computed from DEFLEC18 derived deflections.
 DS3568
 DS3568.The ellipsoidal height was determined by GPS observations
 DS3568.and is referenced to NAD 83.
 DS3568
 DS3568. The following values were computed from the NAD 83(2011) position.
 DS3568
 DS3568;                    North         East     Units Scale Factor Converg.
 DS3568;SPC MN S     -   387,490.879   597,322.422   MT  1.00009262   -1 49 10.7
 DS3568;SPC MN S     - 1,271,292.99  1,959,715.31   sFT  1.00009262   -1 49 10.7
 DS3568;UTM  14      - 5,047,780.817   687,618.078   MT  1.00003280   +1 43 00.6
 DS3568
 DS3568!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DS3568!SPC MN S     -   0.99995148  x   1.00009262  =   1.00004409
 DS3568!UTM  14      -   0.99995148  x   1.00003280  =   0.99998427
 DS3568
 DS3568_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPR8761847780(NAD 83)
 DS3568
 DS3568                          SUPERSEDED SURVEY CONTROL
 DS3568
 DS3568.No superseded survey control is available for this station.
 DS3568
 DS3568_MARKER: I = METAL ROD
 DS3568_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DS3568_STAMPING: 0605 W 2023
 DS3568_MARK LOGO: MNDT
 DS3568_PROJECTION: RECESSED 5 CENTIMETERS
 DS3568_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DS3568_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DS3568_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DS3568+SATELLITE: SATELLITE OBSERVATIONS - January 07, 2025
 DS3568_ROD/PIPE-DEPTH: 9.8 meters
 DS3568
 DS3568  HISTORY     - Date     Condition        Report By
 DS3568  HISTORY     - 20230920 MONUMENTED       MNDT
 DS3568  HISTORY     - 20250107 GOOD             MNDT
 DS3568
 DS3568                          STATION DESCRIPTION
 DS3568
 DS3568'DESCRIBED BY MN DEPT OF TRANSP 2025 (MPP)
 DS3568'1.75 MILES WEST OF BARRY, 1.75 MILES WEST ALONG TRUNK HIGHWAY 28 FROM
 DS3568'THE WEST JUNCTION OF TRUNK HIGHWAY 28 AND COUNTY ROAD 7 IN BARRY, AT
 DS3568'TRUNK HIGHWAY 28 MILEPOINT 14.30, 114.7 FEET SOUTH OF TRUNK HIGHWAY
 DS3568'28, 87.9 FEET EAST OF COUNTY ROAD 59 (810TH AVENUE), 3.2 FEET
 DS3568'NORTHWEST OF RIGHT-OF-WAY POST, 2.8 FEET NORTHWEST OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DQ4793 ***********************************************************************
 DQ4793  DESIGNATION -  0606 A RESET 2
 DQ4793  PID         -  DQ4793
 DQ4793  STATE/COUNTY-  MN/BIG STONE
 DQ4793  COUNTRY     -  US
 DQ4793  USGS QUAD   -  JOHNSON (2019)
 DQ4793
 DQ4793                         *CURRENT SURVEY CONTROL
 DQ4793  ______________________________________________________________________
 DQ4793* NAD 83(2011) POSITION- 45 34 14.98033(N) 096 22 13.24848(W)   ADJUSTED
 DQ4793* NAD 83(2011) ELLIP HT-   314.819 (meters)        (05/08/25)   ADJUSTED
 DQ4793* NAD 83(2011) EPOCH   -  2010.00
 DQ4793* NAVD 88 ORTHO HEIGHT -   340.969 (meters)     1118.66  (feet) ADJUSTED
 DQ4793  ______________________________________________________________________
 DQ4793  GEOID HEIGHT    -        -26.157 (meters)                     GEOID18
 DQ4793  NAD 83(2011) X  -   -496,269.895 (meters)                     COMP
 DQ4793  NAD 83(2011) Y  - -4,445,112.499 (meters)                     COMP
 DQ4793  NAD 83(2011) Z  -  4,532,208.087 (meters)                     COMP
 DQ4793  LAPLACE CORR    -         -0.95  (seconds)                    DEFLEC18
 DQ4793  DYNAMIC HEIGHT  -        340.956 (meters)     1118.62  (feet) COMP
 DQ4793  MODELED GRAVITY -    980,567.0   (mgal)                       NAVD 88
 DQ4793
 DQ4793  VERT ORDER      -  SECOND    CLASS I
 DQ4793
 DQ4793  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DQ4793  Standards:
 DQ4793         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DQ4793            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DQ4793  -------------------------------------------------------------------
 DQ4793  NETWORK    0.37   0.59           0.17   0.13   0.30      0.03757317
 DQ4793  -------------------------------------------------------------------
 DQ4793  Click here for local accuracies and other accuracy information.
 DQ4793
 DQ4793.The horizontal coordinates were established by GPS observations
 DQ4793.and adjusted by the MN DEPT OF TRANSP in May 2025.
 DQ4793
 DQ4793.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DQ4793.been affixed to the stable North American tectonic plate. See 
 DQ4793.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DQ4793
 DQ4793.The horizontal coordinates are valid at the epoch date displayed above
 DQ4793.which is a decimal equivalence of Year/Month/Day.
 DQ4793
 DQ4793.The orthometric height was determined by differential leveling and
 DQ4793.adjusted by the NATIONAL GEODETIC SURVEY
 DQ4793.in February 2018.
 DQ4793
 DQ4793.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ4793.GEOID18 height accuracy estimate available here.
 DQ4793
 DQ4793.Click photographs - Photos may exist for this station.
 DQ4793
 DQ4793.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DQ4793
 DQ4793.The Laplace correction was computed from DEFLEC18 derived deflections.
 DQ4793
 DQ4793.The ellipsoidal height was determined by GPS observations
 DQ4793.and is referenced to NAD 83.
 DQ4793
 DQ4793.The dynamic height is computed by dividing the NAVD 88
 DQ4793.geopotential number by the normal gravity value computed on the
 DQ4793.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ4793.degrees latitude (g = 980.6199 gals.).
 DQ4793
 DQ4793.The modeled gravity was interpolated from observed gravity values.
 DQ4793
 DQ4793. The following values were computed from the NAD 83(2011) position.
 DQ4793
 DQ4793;                    North         East     Units Scale Factor Converg.
 DQ4793;SPC MN S     -   388,351.116   614,978.744   MT  1.00009671   -1 39 41.2
 DQ4793;SPC MN S     - 1,274,115.29  2,017,642.76   sFT  1.00009671   -1 39 41.2
 DQ4793;UTM  14      - 5,049,729.023   705,187.303   MT  1.00011765   +1 52 42.7
 DQ4793
 DQ4793!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DQ4793!SPC MN S     -   0.99995065  x   1.00009671  =   1.00004735
 DQ4793!UTM  14      -   0.99995065  x   1.00011765  =   1.00006829
 DQ4793
 DQ4793_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQR0518749729(NAD 83)
 DQ4793
 DQ4793                          SUPERSEDED SURVEY CONTROL
 DQ4793
 DQ4793.No superseded survey control is available for this station.
 DQ4793
 DQ4793_MARKER: I = METAL ROD
 DQ4793_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DQ4793_STAMPING: 0606 A RESET 2015
 DQ4793_MARK LOGO: MNDT
 DQ4793_PROJECTION: FLUSH
 DQ4793_MAGNETIC: I = MARKER IS A STEEL ROD
 DQ4793_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ4793_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ4793+SATELLITE: SATELLITE OBSERVATIONS - January 08, 2025
 DQ4793_ROD/PIPE-DEPTH: 6.1 meters
 DQ4793
 DQ4793  HISTORY     - Date     Condition        Report By
 DQ4793  HISTORY     - 20150722 MONUMENTED       MNDT
 DQ4793  HISTORY     - 20210608 GOOD             MNDT
 DQ4793  HISTORY     - 20250108 GOOD             MNDT
 DQ4793
 DQ4793                          STATION DESCRIPTION
 DQ4793
 DQ4793'DESCRIBED BY MN DEPT OF TRANSP 2015
 DQ4793'THE MARK IS LOCATED ABOUT 3.0 MI (4.8 KM) EAST OF GRACEVILLE.
 DQ4793'
 DQ4793'TO REACH THE MARK GO 3.0 MI (4.8 KM) EAST ALONG TRUNK HIGHWAY 28 FROM
 DQ4793'THE JUNCTION OF TRUNK HIGHWAY 28 AND TRUNK HIGHWAY 75 IN GRACEVILLE,
 DQ4793'AT TRUNK HIGHWAY 28 MILE POINT 25.6.
 DQ4793'
 DQ4793'THE MARK IS LOCATED 72.0 FT (21.9 M) SOUTH OF TRUNK HIGHWAY 28, 45.2
 DQ4793'FT (13.8 M) WEST OF 700TH AVENUE, 16.5 FT (5.0 M) NORTHWEST OF A POWER
 DQ4793'POLE, 1.8 FT (0.5 M) NORTHEAST OF THE WITNESS POST.
 DQ4793'
 DQ4793'NOTE-THE STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM ROD
 DQ4793'DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION REMOVABLE DISK
 DQ4793'SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH PVC
 DQ4793'PIPE BACK FILLED WITH WASHED SAND.
 DQ4793
 DQ4793                          STATION RECOVERY (2021)
 DQ4793
 DQ4793'RECOVERY NOTE BY MN DEPT OF TRANSP 2021 (TJD)
 DQ4793'RECOVERED IN GOOD CONDITION.
 DQ4793
 DQ4793                          STATION RECOVERY (2025)
 DQ4793
 DQ4793'RECOVERY NOTE BY MN DEPT OF TRANSP 2025 (MPP)
 DQ4793'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DQ4795 ***********************************************************************
 DQ4795  DESIGNATION -  0606 AA
 DQ4795  PID         -  DQ4795
 DQ4795  STATE/COUNTY-  MN/BIG STONE
 DQ4795  COUNTRY     -  US
 DQ4795  USGS QUAD   -  GRACEVILLE (2019)
 DQ4795
 DQ4795                         *CURRENT SURVEY CONTROL
 DQ4795  ______________________________________________________________________
 DQ4795* NAD 83(1986) POSITION- 45 34 17.65   (N) 096 24 41.92   (W)   HD_HELD1
 DQ4795* NAVD 88 ORTHO HEIGHT -   339.760 (meters)     1114.70  (feet) ADJUSTED
 DQ4795  ______________________________________________________________________
 DQ4795  GEOID HEIGHT    -        -26.143 (meters)                     GEOID18
 DQ4795  DYNAMIC HEIGHT  -        339.746 (meters)     1114.65  (feet) COMP
 DQ4795  MODELED GRAVITY -    980,566.0   (mgal)                       NAVD 88
 DQ4795
 DQ4795  VERT ORDER      -  SECOND    CLASS I
 DQ4795
 DQ4795.The horizontal coordinates were determined by differentially corrected
 DQ4795.hand held GPS observations or other comparable positioning techniques
 DQ4795.and have an estimated accuracy of +/- 3 meters.
 DQ4795
 DQ4795.The orthometric height was determined by differential leveling and
 DQ4795.adjusted by the NATIONAL GEODETIC SURVEY
 DQ4795.in February 2018.
 DQ4795
 DQ4795.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ4795.GEOID18 height accuracy estimate available here.
 DQ4795
 DQ4795.Click photographs - Photos may exist for this station.
 DQ4795
 DQ4795.The dynamic height is computed by dividing the NAVD 88
 DQ4795.geopotential number by the normal gravity value computed on the
 DQ4795.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ4795.degrees latitude (g = 980.6199 gals.).
 DQ4795
 DQ4795.The modeled gravity was interpolated from observed gravity values.
 DQ4795
 DQ4795;                    North         East    Units  Estimated Accuracy
 DQ4795;SPC MN S     -   388,527.8     611,758.5     MT  (+/- 3 meters HH1 GPS) 
 DQ4795
 DQ4795_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQR0196249706(NAD 83)
 DQ4795
 DQ4795                          SUPERSEDED SURVEY CONTROL
 DQ4795
 DQ4795.No superseded survey control is available for this station.
 DQ4795
 DQ4795_MARKER: DV = VERTICAL CONTROL DISK
 DQ4795_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 DQ4795_STAMPING: 0606 AA 1977
 DQ4795_MARK LOGO: MNHD
 DQ4795_PROJECTION: FLUSH
 DQ4795_MAGNETIC: I = MARKER IS A STEEL ROD
 DQ4795_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ4795_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DQ4795+SATELLITE: SATELLITE OBSERVATIONS - July 21, 2015
 DQ4795_ROD/PIPE-DEPTH: 4.6 meters
 DQ4795
 DQ4795  HISTORY     - Date     Condition        Report By
 DQ4795  HISTORY     - 19770401 MONUMENTED       MNHD
 DQ4795  HISTORY     - 20150721 GOOD             MNDT
 DQ4795
 DQ4795                          STATION DESCRIPTION
 DQ4795
 DQ4795'DESCRIBED BY MN DEPT OF TRANSP 2015 (KMS)
 DQ4795'THE MARK IS LOCATED ABOUT 1.0 MI (1.6 KM) EAST OF GRACEVILLE.
 DQ4795'
 DQ4795'TO REACH THE MARK GO 1.0 MI (1.6 KM) EAST ALONG TRUNK HIGHWAY 28 FROM
 DQ4795'THE JUNCTION OF TRUNK HIGHWAY 28 AND TRUNK HIGHWAY 75 IN GRACEVILLE,
 DQ4795'AT TRUNK HIGHWAY 28 MILE POINT 23.6.
 DQ4795'
 DQ4795'THE MARK IS LOCATED 72.3 FT (22.0 M) SOUTH OF TRUNK HIGHWAY 28, 47.0
 DQ4795'FT (14.3 M) WEST OF 720TH AVENUE, 1.5 FT (0.5 M) WEST OF THE WITNESS
 DQ4795'POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DK3987 ***********************************************************************
 DK3987  DESIGNATION -  0606 AB
 DK3987  PID         -  DK3987
 DK3987  STATE/COUNTY-  MN/BIG STONE
 DK3987  COUNTRY     -  US
 DK3987  USGS QUAD   -  GRACEVILLE (2019)
 DK3987
 DK3987                         *CURRENT SURVEY CONTROL
 DK3987  ______________________________________________________________________
 DK3987* NAD 83(2011) POSITION- 45 34 16.52906(N) 096 23 27.50320(W)   ADJUSTED
 DK3987* NAD 83(2011) ELLIP HT-   314.318 (meters)        (06/27/12)   ADJUSTED
 DK3987* NAD 83(2011) EPOCH   -  2010.00
 DK3987* NAVD 88 ORTHO HEIGHT -   340.454 (meters)     1116.97  (feet) ADJUSTED
 DK3987  ______________________________________________________________________
 DK3987  GEOID HEIGHT    -        -26.150 (meters)                     GEOID18
 DK3987  NAD 83(2011) X  -   -497,866.250 (meters)                     COMP
 DK3987  NAD 83(2011) Y  - -4,444,899.273 (meters)                     COMP
 DK3987  NAD 83(2011) Z  -  4,532,241.202 (meters)                     COMP
 DK3987  LAPLACE CORR    -         -0.90  (seconds)                    DEFLEC18
 DK3987  DYNAMIC HEIGHT  -        340.440 (meters)     1116.93  (feet) COMP
 DK3987  MODELED GRAVITY -    980,566.5   (mgal)                       NAVD 88
 DK3987
 DK3987  VERT ORDER      -  SECOND    CLASS I
 DK3987
 DK3987  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DK3987  Standards:
 DK3987         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DK3987            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DK3987  -------------------------------------------------------------------
 DK3987  NETWORK    0.29   0.41           0.13   0.10   0.21      0.06894015
 DK3987  -------------------------------------------------------------------
 DK3987  Click here for local accuracies and other accuracy information.
 DK3987
 DK3987.The horizontal coordinates were established by GPS observations
 DK3987.and adjusted by the National Geodetic Survey in June 2012.
 DK3987
 DK3987.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DK3987.been affixed to the stable North American tectonic plate. See 
 DK3987.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DK3987
 DK3987.The horizontal coordinates are valid at the epoch date displayed above
 DK3987.which is a decimal equivalence of Year/Month/Day.
 DK3987
 DK3987.The orthometric height was determined by differential leveling and
 DK3987.adjusted by the NATIONAL GEODETIC SURVEY
 DK3987.in February 2018.
 DK3987
 DK3987.Significant digits in the geoid height do not necessarily reflect accuracy.
 DK3987.GEOID18 height accuracy estimate available here.
 DK3987
 DK3987.Click photographs - Photos may exist for this station.
 DK3987
 DK3987.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DK3987
 DK3987.The Laplace correction was computed from DEFLEC18 derived deflections.
 DK3987
 DK3987.The ellipsoidal height was determined by GPS observations
 DK3987.and is referenced to NAD 83.
 DK3987
 DK3987.The dynamic height is computed by dividing the NAVD 88
 DK3987.geopotential number by the normal gravity value computed on the
 DK3987.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK3987.degrees latitude (g = 980.6199 gals.).
 DK3987
 DK3987.The modeled gravity was interpolated from observed gravity values.
 DK3987
 DK3987. The following values were computed from the NAD 83(2011) position.
 DK3987
 DK3987;                    North         East     Units Scale Factor Converg.
 DK3987;SPC MN S     -   388,445.804   613,370.580   MT  1.00009685   -1 40 33.2
 DK3987;SPC MN S     - 1,274,425.94  2,012,366.64   sFT  1.00009685   -1 40 33.2
 DK3987;UTM  14      - 5,049,724.238   703,576.334   MT  1.00010956   +1 51 49.7
 DK3987
 DK3987!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DK3987!SPC MN S     -   0.99995072  x   1.00009685  =   1.00004757
 DK3987!UTM  14      -   0.99995072  x   1.00010956  =   1.00006028
 DK3987
 DK3987_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQR0357649724(NAD 83)
 DK3987
 DK3987                          SUPERSEDED SURVEY CONTROL
 DK3987
 DK3987  NAD 83(2007)-  45 34 16.52892(N)    096 23 27.50430(W) AD(2002.00) 1
 DK3987  ELLIP H (07/09/09)  314.351  (m)                       GP(2002.00) 3 1
 DK3987  NAD 83(1996)-  45 34 16.52831(N)    096 23 27.50389(W) AD(       ) 1
 DK3987  ELLIP H (03/06/08)  314.387  (m)                       GP(       ) 3 1
 DK3987  NAVD 88 (03/06/08)  340.5    (m)  GEOID03  model used  GPS OBS        
 DK3987
 DK3987.Superseded values are not recommended for survey control.
 DK3987
 DK3987.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK3987.See file dsdata.pdf to determine how the superseded data were derived.
 DK3987
 DK3987_MARKER: DV = VERTICAL CONTROL DISK
 DK3987_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 DK3987_STAMPING: 0606 AB 1977
 DK3987_MARK LOGO: MNHD
 DK3987_PROJECTION: RECESSED 5 CENTIMETERS
 DK3987_MAGNETIC: I = MARKER IS A STEEL ROD
 DK3987_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DK3987_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DK3987+SATELLITE: SATELLITE OBSERVATIONS - January 07, 2025
 DK3987_ROD/PIPE-DEPTH: 6.1 meters
 DK3987
 DK3987  HISTORY     - Date     Condition        Report By
 DK3987  HISTORY     - 19770401 MONUMENTED       MNHD
 DK3987  HISTORY     - 20100901 GOOD             MNDT
 DK3987  HISTORY     - 20130709 GOOD             MNDT
 DK3987  HISTORY     - 20150721 GOOD             MNDT
 DK3987  HISTORY     - 20210608 GOOD             MNDT
 DK3987  HISTORY     - 20250107 GOOD             MNDT
 DK3987
 DK3987                          STATION DESCRIPTION
 DK3987
 DK3987'DESCRIBED BY MN HIGHWAY DEPT 1977
 DK3987'2 MILES EAST OF GRACEVILLE, 2.0 MILES EAST OF TRUNK HIGHWAY 75, AT
 DK3987'TRUNK HIGHWAY 28 MILEPOINT 24.6, 72.3 FEET SOUTH OF TRUNK HIGHWAY 28,
 DK3987'55.2 FEET WEST OF COUNTY ROAD 65 SOUTH, 1.5 FEET NORTHWEST OF WITNESS
 DK3987'POS.
 DK3987
 DK3987                          STATION RECOVERY (2010)
 DK3987
 DK3987'RECOVERY NOTE BY MN DEPT OF TRANSP 2010 (KMS)
 DK3987'2 MI (3.2 KM) EAST OF GRACEVILLE, 2.0 MI (3.2 KM) EAST OF TRUNK
 DK3987'HIGHWAY 75, AT TRUNK HIGHWAY 28 MILE POINT 24.6, 72.3 FT (22.0 M)
 DK3987'SOUTH OF TRUNK HIGHWAY 28, 55.2 FT (16.8 M) WEST OF COUNTY ROAD 65
 DK3987'SOUTH, 1.5 FT (0.5 M) NORTHWEST OF A WITNESS POST.
 DK3987
 DK3987                          STATION RECOVERY (2013)
 DK3987
 DK3987'RECOVERY NOTE BY MN DEPT OF TRANSP 2013 (CXJ)
 DK3987'RECOVERED AS DESCRIBED.
 DK3987
 DK3987                          STATION RECOVERY (2015)
 DK3987
 DK3987'RECOVERY NOTE BY MN DEPT OF TRANSP 2015 (KMS)
 DK3987'RECOVERED AS DESCRIBED.
 DK3987
 DK3987                          STATION RECOVERY (2021)
 DK3987
 DK3987'RECOVERY NOTE BY MN DEPT OF TRANSP 2021 (TJD)
 DK3987'RECOVERED IN GOOD CONDITION.
 DK3987
 DK3987                          STATION RECOVERY (2025)
 DK3987
 DK3987'RECOVERY NOTE BY MN DEPT OF TRANSP 2025 (MPP)
 DK3987'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DQ4791 ***********************************************************************
 DQ4791  DESIGNATION -  0606 B
 DQ4791  PID         -  DQ4791
 DQ4791  STATE/COUNTY-  MN/BIG STONE
 DQ4791  COUNTRY     -  US
 DQ4791  USGS QUAD   -  JOHNSON (2019)
 DQ4791
 DQ4791                         *CURRENT SURVEY CONTROL
 DQ4791  ______________________________________________________________________
 DQ4791* NAD 83(2011) POSITION- 45 34 16.37885(N) 096 20 40.39119(W)   ADJUSTED
 DQ4791* NAD 83(2011) ELLIP HT-   315.812 (meters)        (05/08/25)   ADJUSTED
 DQ4791* NAD 83(2011) EPOCH   -  2010.00
 DQ4791* NAVD 88 ORTHO HEIGHT -   341.966 (meters)     1121.93  (feet) ADJUSTED
 DQ4791  ______________________________________________________________________
 DQ4791  GEOID HEIGHT    -        -26.166 (meters)                     GEOID18
 DQ4791  NAD 83(2011) X  -   -494,265.392 (meters)                     COMP
 DQ4791  NAD 83(2011) Y  - -4,445,305.507 (meters)                     COMP
 DQ4791  NAD 83(2011) Z  -  4,532,239.022 (meters)                     COMP
 DQ4791  LAPLACE CORR    -         -0.90  (seconds)                    DEFLEC18
 DQ4791  DYNAMIC HEIGHT  -        341.953 (meters)     1121.89  (feet) COMP
 DQ4791  MODELED GRAVITY -    980,567.7   (mgal)                       NAVD 88
 DQ4791
 DQ4791  VERT ORDER      -  SECOND    CLASS I
 DQ4791
 DQ4791  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DQ4791  Standards:
 DQ4791         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DQ4791            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DQ4791  -------------------------------------------------------------------
 DQ4791  NETWORK    0.31   0.47           0.14   0.11   0.24     -0.01341496
 DQ4791  -------------------------------------------------------------------
 DQ4791  Click here for local accuracies and other accuracy information.
 DQ4791
 DQ4791.The horizontal coordinates were established by GPS observations
 DQ4791.and adjusted by the MN DEPT OF TRANSP in May 2025.
 DQ4791
 DQ4791.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DQ4791.been affixed to the stable North American tectonic plate. See 
 DQ4791.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DQ4791
 DQ4791.The horizontal coordinates are valid at the epoch date displayed above
 DQ4791.which is a decimal equivalence of Year/Month/Day.
 DQ4791
 DQ4791.The orthometric height was determined by differential leveling and
 DQ4791.adjusted by the NATIONAL GEODETIC SURVEY
 DQ4791.in February 2018.
 DQ4791
 DQ4791.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ4791.GEOID18 height accuracy estimate available here.
 DQ4791
 DQ4791.Click photographs - Photos may exist for this station.
 DQ4791
 DQ4791.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DQ4791
 DQ4791.The Laplace correction was computed from DEFLEC18 derived deflections.
 DQ4791
 DQ4791.The ellipsoidal height was determined by GPS observations
 DQ4791.and is referenced to NAD 83.
 DQ4791
 DQ4791.The dynamic height is computed by dividing the NAVD 88
 DQ4791.geopotential number by the normal gravity value computed on the
 DQ4791.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ4791.degrees latitude (g = 980.6199 gals.).
 DQ4791
 DQ4791.The modeled gravity was interpolated from observed gravity values.
 DQ4791
 DQ4791. The following values were computed from the NAD 83(2011) position.
 DQ4791
 DQ4791;                    North         East     Units Scale Factor Converg.
 DQ4791;SPC MN S     -   388,336.214   616,992.796   MT  1.00009684   -1 38 36.1
 DQ4791;SPC MN S     - 1,274,066.40  2,024,250.53   sFT  1.00009684   -1 38 36.1
 DQ4791;UTM  14      - 5,049,838.516   707,198.484   MT  1.00012785   +1 53 49.1
 DQ4791
 DQ4791!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DQ4791!SPC MN S     -   0.99995049  x   1.00009684  =   1.00004733
 DQ4791!UTM  14      -   0.99995049  x   1.00012785  =   1.00007833
 DQ4791
 DQ4791_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQR0719849838(NAD 83)
 DQ4791
 DQ4791                          SUPERSEDED SURVEY CONTROL
 DQ4791
 DQ4791.No superseded survey control is available for this station.
 DQ4791
 DQ4791_MARKER: DV = VERTICAL CONTROL DISK
 DQ4791_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 DQ4791_STAMPING: 0606 B 1977
 DQ4791_MARK LOGO: MNHD
 DQ4791_PROJECTION: RECESSED 8 CENTIMETERS
 DQ4791_MAGNETIC: I = MARKER IS A STEEL ROD
 DQ4791_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ4791_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ4791+SATELLITE: SATELLITE OBSERVATIONS - January 08, 2025
 DQ4791_ROD/PIPE-DEPTH: 4.6 meters
 DQ4791
 DQ4791  HISTORY     - Date     Condition        Report By
 DQ4791  HISTORY     - 19770401 MONUMENTED       MNHD
 DQ4791  HISTORY     - 20150721 GOOD             MNDT
 DQ4791  HISTORY     - 20210608 GOOD             MNDT
 DQ4791  HISTORY     - 20250108 GOOD             MNDT
 DQ4791
 DQ4791                          STATION DESCRIPTION
 DQ4791
 DQ4791'DESCRIBED BY MN DEPT OF TRANSP 2015 (KMS)
 DQ4791'THE MARK IS LOCATED ABOUT 2.0 MI (3.2 KM) WEST OF JOHNSON.
 DQ4791'
 DQ4791'TO REACH THE MARK GO 2.0 MI (3.2 KM) WEST ALONG TRUNK HIGHWAY 28 FROM
 DQ4791'THE EAST JUNCTION OF TRUNK HIGHWAY 28 AND COUNTY ROAD 21 IN JOHNSON,
 DQ4791'AT TRUNK HIGHWAY 28 MILE POINT 26.8.
 DQ4791'
 DQ4791'THE MARK IS LOCATED 71.9 FT (21.9 M) SOUTH OF TRUNK HIGHWAY 28, 43.6
 DQ4791'FT (13.3 M) WEST OF COUNTY ROAD 71 (690TH AVENUE), 2.0 FT (0.6 M)
 DQ4791'NORTHWEST OF THE WITNESS POST.
 DQ4791
 DQ4791                          STATION RECOVERY (2021)
 DQ4791
 DQ4791'RECOVERY NOTE BY MN DEPT OF TRANSP 2021 (TJD)
 DQ4791'RECOVERED IN GOOD CONDITION.
 DQ4791
 DQ4791                          STATION RECOVERY (2025)
 DQ4791
 DQ4791'RECOVERY NOTE BY MN DEPT OF TRANSP 2025 (MPP)
 DQ4791'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DK3988 ***********************************************************************
 DK3988  DESIGNATION -  0606 D
 DK3988  PID         -  DK3988
 DK3988  STATE/COUNTY-  MN/BIG STONE
 DK3988  COUNTRY     -  US
 DK3988  USGS QUAD   -  JOHNSON (2019)
 DK3988
 DK3988                         *CURRENT SURVEY CONTROL
 DK3988  ______________________________________________________________________
 DK3988* NAD 83(2011) POSITION- 45 34 14.16195(N) 096 18 11.76410(W)   ADJUSTED
 DK3988* NAD 83(2011) ELLIP HT-   319.007 (meters)        (05/08/25)   ADJUSTED
 DK3988* NAD 83(2011) EPOCH   -  2010.00
 DK3988* NAVD 88 ORTHO HEIGHT -   345.167 (meters)     1132.44  (feet) ADJUSTED
 DK3988  ______________________________________________________________________
 DK3988  GEOID HEIGHT    -        -26.180 (meters)                     GEOID18
 DK3988  NAD 83(2011) X  -   -491,067.747 (meters)                     COMP
 DK3988  NAD 83(2011) Y  - -4,445,711.309 (meters)                     COMP
 DK3988  NAD 83(2011) Z  -  4,532,193.390 (meters)                     COMP
 DK3988  LAPLACE CORR    -         -1.02  (seconds)                    DEFLEC18
 DK3988  DYNAMIC HEIGHT  -        345.154 (meters)     1132.39  (feet) COMP
 DK3988  MODELED GRAVITY -    980,568.6   (mgal)                       NAVD 88
 DK3988
 DK3988  VERT ORDER      -  SECOND    CLASS I
 DK3988
 DK3988  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DK3988  Standards:
 DK3988         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DK3988            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DK3988  -------------------------------------------------------------------
 DK3988  NETWORK    0.48   0.78           0.22   0.16   0.40      0.11023265
 DK3988  -------------------------------------------------------------------
 DK3988  Click here for local accuracies and other accuracy information.
 DK3988
 DK3988.The horizontal coordinates were established by GPS observations
 DK3988.and adjusted by the MN DEPT OF TRANSP in May 2025.
 DK3988
 DK3988.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DK3988.been affixed to the stable North American tectonic plate. See 
 DK3988.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DK3988
 DK3988.The horizontal coordinates are valid at the epoch date displayed above
 DK3988.which is a decimal equivalence of Year/Month/Day.
 DK3988
 DK3988.The orthometric height was determined by differential leveling and
 DK3988.adjusted by the NATIONAL GEODETIC SURVEY
 DK3988.in February 2018.
 DK3988
 DK3988.Significant digits in the geoid height do not necessarily reflect accuracy.
 DK3988.GEOID18 height accuracy estimate available here.
 DK3988
 DK3988.Click photographs - Photos may exist for this station.
 DK3988
 DK3988.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DK3988
 DK3988.The Laplace correction was computed from DEFLEC18 derived deflections.
 DK3988
 DK3988.The ellipsoidal height was determined by GPS observations
 DK3988.and is referenced to NAD 83.
 DK3988
 DK3988.The dynamic height is computed by dividing the NAVD 88
 DK3988.geopotential number by the normal gravity value computed on the
 DK3988.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK3988.degrees latitude (g = 980.6199 gals.).
 DK3988
 DK3988.The modeled gravity was interpolated from observed gravity values.
 DK3988
 DK3988. The following values were computed from the NAD 83(2011) position.
 DK3988
 DK3988;                    North         East     Units Scale Factor Converg.
 DK3988;SPC MN S     -   388,176.175   620,212.586   MT  1.00009664   -1 36 51.9
 DK3988;SPC MN S     - 1,273,541.33  2,034,814.13   sFT  1.00009664   -1 36 51.9
 DK3988;UTM  14      - 5,049,877.626   710,422.139   MT  1.00014441   +1 55 35.3
 DK3988
 DK3988!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DK3988!SPC MN S     -   0.99994999  x   1.00009664  =   1.00004662
 DK3988!UTM  14      -   0.99994999  x   1.00014441  =   1.00009439
 DK3988
 DK3988_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQR1042249877(NAD 83)
 DK3988
 DK3988                          SUPERSEDED SURVEY CONTROL
 DK3988
 DK3988  NAD 83(2011)-  45 34 14.16187(N)    096 18 11.76363(W) AD(2010.00) 0
 DK3988  ELLIP H (06/27/12)  318.968  (m)                       GP(2010.00)    
 DK3988  NAD 83(2007)-  45 34 14.16161(N)    096 18 11.76474(W) AD(2002.00) 1
 DK3988  ELLIP H (07/09/09)  319.003  (m)                       GP(2002.00) 3 1
 DK3988  NAD 83(1996)-  45 34 14.16098(N)    096 18 11.76431(W) AD(       ) 1
 DK3988  ELLIP H (03/06/08)  319.038  (m)                       GP(       ) 3 1
 DK3988  NAVD 88 (08/31/10)  345.16   (m)  UNKNOWN  model used  GPS OBS        
 DK3988  NAVD 88 (03/06/08)  345.2    (m)  GEOID03  model used  GPS OBS        
 DK3988
 DK3988.Superseded values are not recommended for survey control.
 DK3988
 DK3988.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK3988.See file dsdata.pdf to determine how the superseded data were derived.
 DK3988
 DK3988_MARKER: DV = VERTICAL CONTROL DISK
 DK3988_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 DK3988_STAMPING: 0606 D 1977
 DK3988_MARK LOGO: MNHD
 DK3988_PROJECTION: FLUSH
 DK3988_MAGNETIC: I = MARKER IS A STEEL ROD
 DK3988_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DK3988_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DK3988+SATELLITE: SATELLITE OBSERVATIONS - January 08, 2025
 DK3988_ROD/PIPE-DEPTH: 6.1 meters
 DK3988
 DK3988  HISTORY     - Date     Condition        Report By
 DK3988  HISTORY     - 19770401 MONUMENTED       MNHD
 DK3988  HISTORY     - 20090805 GOOD             MNDT
 DK3988  HISTORY     - 20100901 GOOD             MNDT
 DK3988  HISTORY     - 20130709 GOOD             MNDT
 DK3988  HISTORY     - 20150721 GOOD             MNDT
 DK3988  HISTORY     - 20191119 GOOD             MNDT
 DK3988  HISTORY     - 20250108 GOOD             MNDT
 DK3988
 DK3988                          STATION DESCRIPTION
 DK3988
 DK3988'DESCRIBED BY MN HIGHWAY DEPT 1977
 DK3988'AT WEST EDGE OF JOHNSON, AT JUNCTION OF TRUNK HIGHWAY 28 AND COUNTY
 DK3988'ROAD 21, AT TRUNK HIGHWAY 28 MILEPOINT 28.8, 144 FEET SOUTH OF TRUNK
 DK3988'HIGHWAY 28, 60.2 FEET WEST OF COUNTY ROAD 21 SOUTH, 1.3 FEET NORTH OF
 DK3988'WITNESS POST.
 DK3988
 DK3988                          STATION RECOVERY (2009)
 DK3988
 DK3988'RECOVERY NOTE BY MN DEPT OF TRANSP 2009 (MPP)
 DK3988'THE MARK WAS RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.
 DK3988'THE MARK IS 0.3 MILE WEST OF JOHNSON, 0.3 MILE WEST ALONG TRUNK
 DK3988'HIGHWAY 28 FROM THE JUNCTION OF TRUNK HIGHWAY 28 AND COUNTY ROAD 21 IN
 DK3988'JOHNSON, AT TRUNK HIGHWAY 28 MILEPOINT 28.8, 144 FEET SOUTH OF TRUNK
 DK3988'HIGHWAY 28, 60.2 FEET WEST OF COUNTY ROAD 21 SOUTH, 1.3 FEET NORTH OF
 DK3988'WITNESS POST.
 DK3988
 DK3988                          STATION RECOVERY (2010)
 DK3988
 DK3988'RECOVERY NOTE BY MN DEPT OF TRANSP 2010 (MPP)
 DK3988'0.3 MI (0.5 KM) WEST OF JOHNSON, 0.3 MI (0.5 KM) WEST ALONG TRUNK
 DK3988'HIGHWAY 28 FROM THE JUNCTION OF TRUNK HIGHWAY 28 AND COUNTY ROAD 21 IN
 DK3988'JOHNSON, AT TRUNK HIGHWAY 28 MILE POINT 28.8, 144 FT (43.9 M) SOUTH OF
 DK3988'TRUNK HIGHWAY 28, 60.2 FT (18.3 M) WEST OF COUNTY ROAD 21 SOUTH, 1.3
 DK3988'FT (0.4 M) NORTH OF A WITNESS POST.
 DK3988
 DK3988                          STATION RECOVERY (2013)
 DK3988
 DK3988'RECOVERY NOTE BY MN DEPT OF TRANSP 2013 (AXD)
 DK3988'RECOVERED AS DESCRIBED.
 DK3988
 DK3988                          STATION RECOVERY (2015)
 DK3988
 DK3988'RECOVERY NOTE BY MN DEPT OF TRANSP 2015 (KMS)
 DK3988'RECOVERED AS DESCRIBED.
 DK3988
 DK3988                          STATION RECOVERY (2019)
 DK3988
 DK3988'RECOVERY NOTE BY MN DEPT OF TRANSP 2019 (KMS)
 DK3988'RECOVERED IN GOOD CONDITION.
 DK3988
 DK3988                          STATION RECOVERY (2025)
 DK3988
 DK3988'RECOVERY NOTE BY MN DEPT OF TRANSP 2025 (MPP)
 DK3988'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DQ4786 ***********************************************************************
 DQ4786  DESIGNATION -  0606 F RESET
 DQ4786  PID         -  DQ4786
 DQ4786  STATE/COUNTY-  MN/BIG STONE
 DQ4786  COUNTRY     -  US
 DQ4786  USGS QUAD   -  JOHNSON (2019)
 DQ4786
 DQ4786                         *CURRENT SURVEY CONTROL
 DQ4786  ______________________________________________________________________
 DQ4786* NAD 83(1986) POSITION- 45 34 15.87   (N) 096 15 40.18   (W)   HD_HELD1
 DQ4786* NAVD 88 ORTHO HEIGHT -   346.060 (meters)     1135.37  (feet) ADJUSTED
 DQ4786  ______________________________________________________________________
 DQ4786  GEOID HEIGHT    -        -26.197 (meters)                     GEOID18
 DQ4786  DYNAMIC HEIGHT  -        346.048 (meters)     1135.33  (feet) COMP
 DQ4786  MODELED GRAVITY -    980,569.0   (mgal)                       NAVD 88
 DQ4786
 DQ4786  VERT ORDER      -  SECOND    CLASS I
 DQ4786
 DQ4786.The horizontal coordinates were determined by differentially corrected
 DQ4786.hand held GPS observations or other comparable positioning techniques
 DQ4786.and have an estimated accuracy of +/- 3 meters.
 DQ4786
 DQ4786.The orthometric height was determined by differential leveling and
 DQ4786.adjusted by the NATIONAL GEODETIC SURVEY
 DQ4786.in February 2018.
 DQ4786
 DQ4786.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ4786.GEOID18 height accuracy estimate available here.
 DQ4786
 DQ4786.Click photographs - Photos may exist for this station.
 DQ4786
 DQ4786.The dynamic height is computed by dividing the NAVD 88
 DQ4786.geopotential number by the normal gravity value computed on the
 DQ4786.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ4786.degrees latitude (g = 980.6199 gals.).
 DQ4786
 DQ4786.The modeled gravity was interpolated from observed gravity values.
 DQ4786
 DQ4786;                    North         East    Units  Estimated Accuracy
 DQ4786;SPC MN S     -   388,137.1     623,499.9     MT  (+/- 3 meters HH1 GPS) 
 DQ4786
 DQ4786_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQR1370550041(NAD 83)
 DQ4786
 DQ4786                          SUPERSEDED SURVEY CONTROL
 DQ4786
 DQ4786.No superseded survey control is available for this station.
 DQ4786
 DQ4786_MARKER: DB = BENCH MARK DISK
 DQ4786_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 DQ4786_SP_SET: BOX CULVERT
 DQ4786_STAMPING: 0606 F RESET 1978
 DQ4786_MARK LOGO: MNHD
 DQ4786_MAGNETIC: N = NO MAGNETIC MATERIAL
 DQ4786_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DQ4786+STABILITY: SURFACE MOTION
 DQ4786_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DQ4786+SATELLITE: SATELLITE OBSERVATIONS - July 21, 2015
 DQ4786
 DQ4786  HISTORY     - Date     Condition        Report By
 DQ4786  HISTORY     - 19780401 MONUMENTED       MNHD
 DQ4786  HISTORY     - 20150721 GOOD             MNDT
 DQ4786
 DQ4786                          STATION DESCRIPTION
 DQ4786
 DQ4786'DESCRIBED BY MN DEPT OF TRANSP 2015 (KMS)
 DQ4786'THE MARK IS LOCATED ABOUT 1.5 MI (2.4 KM) EAST OF JOHNSON.
 DQ4786'
 DQ4786'TO REACH THE MARK GO 1.5 MI (2.4 KM) EAST ALONG TRUNK HIGHWAY 28 FROM
 DQ4786'THE EAST JUNCTION OF TRUNK HIGHWAY 28 AND COUNTY ROAD 21 IN JOHNSON,
 DQ4786'AT TRUNK HIGHWAY 28 MILE POINT 30.8.
 DQ4786'
 DQ4786'THE MARK IS LOCATED 39.7 FT (12.1 M) SOUTH OF TRUNK HIGHWAY 28, 158 FT
 DQ4786'(48.2 M) EAST OF 650TH AVENUE EXTENDED, IN THE SOUTHEAST HEADWALL OF
 DQ4786'TRUNK HIGHWAY 28 BOX CULVERT NUMBER 91575.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DQ4794 ***********************************************************************
 DQ4794  DESIGNATION -  0606 G
 DQ4794  PID         -  DQ4794
 DQ4794  STATE/COUNTY-  MN/BIG STONE
 DQ4794  COUNTRY     -  US
 DQ4794  USGS QUAD   -  GRACEVILLE (2019)
 DQ4794
 DQ4794                         *CURRENT SURVEY CONTROL
 DQ4794  ______________________________________________________________________
 DQ4794* NAD 83(2011) POSITION- 45 34 19.01758(N) 096 24 40.20138(W)   ADJUSTED
 DQ4794* NAD 83(2011) ELLIP HT-   312.805 (meters)        (05/08/25)   ADJUSTED
 DQ4794* NAD 83(2011) EPOCH   -  2010.00
 DQ4794* NAVD 88 ORTHO HEIGHT -   338.944 (meters)     1112.02  (feet) ADJUSTED
 DQ4794  ______________________________________________________________________
 DQ4794  GEOID HEIGHT    -        -26.143 (meters)                     GEOID18
 DQ4794  NAD 83(2011) X  -   -499,426.582 (meters)                     COMP
 DQ4794  NAD 83(2011) Y  - -4,444,667.946 (meters)                     COMP
 DQ4794  NAD 83(2011) Z  -  4,532,293.905 (meters)                     COMP
 DQ4794  LAPLACE CORR    -         -0.84  (seconds)                    DEFLEC18
 DQ4794  DYNAMIC HEIGHT  -        338.930 (meters)     1111.97  (feet) COMP
 DQ4794  MODELED GRAVITY -    980,566.1   (mgal)                       NAVD 88
 DQ4794
 DQ4794  VERT ORDER      -  SECOND    CLASS I
 DQ4794
 DQ4794  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DQ4794  Standards:
 DQ4794         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DQ4794            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DQ4794  -------------------------------------------------------------------
 DQ4794  NETWORK    0.37   0.61           0.17   0.13   0.31      0.11622795
 DQ4794  -------------------------------------------------------------------
 DQ4794  Click here for local accuracies and other accuracy information.
 DQ4794
 DQ4794.The horizontal coordinates were established by GPS observations
 DQ4794.and adjusted by the MN DEPT OF TRANSP in May 2025.
 DQ4794
 DQ4794.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DQ4794.been affixed to the stable North American tectonic plate. See 
 DQ4794.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DQ4794
 DQ4794.The horizontal coordinates are valid at the epoch date displayed above
 DQ4794.which is a decimal equivalence of Year/Month/Day.
 DQ4794
 DQ4794.The orthometric height was determined by differential leveling and
 DQ4794.adjusted by the NATIONAL GEODETIC SURVEY
 DQ4794.in February 2018.
 DQ4794
 DQ4794.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ4794.GEOID18 height accuracy estimate available here.
 DQ4794
 DQ4794.Click photographs - Photos may exist for this station.
 DQ4794
 DQ4794.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DQ4794
 DQ4794.The Laplace correction was computed from DEFLEC18 derived deflections.
 DQ4794
 DQ4794.The ellipsoidal height was determined by GPS observations
 DQ4794.and is referenced to NAD 83.
 DQ4794
 DQ4794.The dynamic height is computed by dividing the NAVD 88
 DQ4794.geopotential number by the normal gravity value computed on the
 DQ4794.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ4794.degrees latitude (g = 980.6199 gals.).
 DQ4794
 DQ4794.The modeled gravity was interpolated from observed gravity values.
 DQ4794
 DQ4794. The following values were computed from the NAD 83(2011) position.
 DQ4794
 DQ4794;                    North         East     Units Scale Factor Converg.
 DQ4794;SPC MN S     -   388,568.906   611,797.046   MT  1.00009708   -1 41 24.2
 DQ4794;SPC MN S     - 1,274,829.82  2,007,204.14   sFT  1.00009708   -1 41 24.2
 DQ4794;UTM  14      - 5,049,749.959   701,998.188   MT  1.00010169   +1 50 57.8
 DQ4794
 DQ4794!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DQ4794!SPC MN S     -   0.99995096  x   1.00009708  =   1.00004804
 DQ4794!UTM  14      -   0.99995096  x   1.00010169  =   1.00005265
 DQ4794
 DQ4794_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQR0199849749(NAD 83)
 DQ4794
 DQ4794                          SUPERSEDED SURVEY CONTROL
 DQ4794
 DQ4794.No superseded survey control is available for this station.
 DQ4794
 DQ4794_MARKER: I = METAL ROD
 DQ4794_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DQ4794_STAMPING: 0606 G 2015
 DQ4794_MARK LOGO: MNDT
 DQ4794_PROJECTION: RECESSED 3 CENTIMETERS
 DQ4794_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DQ4794_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ4794_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ4794+SATELLITE: SATELLITE OBSERVATIONS - January 08, 2025
 DQ4794_ROD/PIPE-DEPTH: 5.2 meters
 DQ4794
 DQ4794  HISTORY     - Date     Condition        Report By
 DQ4794  HISTORY     - 20150902 MONUMENTED       MNDT
 DQ4794  HISTORY     - 20210608 GOOD             MNDT
 DQ4794  HISTORY     - 20250108 GOOD             MNDT
 DQ4794
 DQ4794                          STATION DESCRIPTION
 DQ4794
 DQ4794'DESCRIBED BY MN DEPT OF TRANSP 2015
 DQ4794'THE MARK IS LOCATED ABOUT 1.0 MI (1.6 KM) EAST OF GRACEVILLE.
 DQ4794'
 DQ4794'TO REACH THE MARK GO 1.0 MI (1.6 KM) EAST ALONG TRUNK HIGHWAY 28 FROM
 DQ4794'THE JUNCTION OF TRUNK HIGHWAY 28 AND TRUNK HIGHWAY 75 IN GRACEVILLE,
 DQ4794'AT TRUNK HIGHWAY 28 MILE POINT 23.6.
 DQ4794'
 DQ4794'THE MARK IS LOCATED 68.5 FT (20.9 M) NORTH OF TRUNK HIGHWAY 28, 73.0
 DQ4794'FT (22.3 M) EAST OF 720TH AVENUE, 13.0 FT (4.0 M) SOUTHEAST OF THE
 DQ4794'RIGHT-OF-WAY POST, 1.5 FT (0.5 M) SOUTH OF THE WITNESS POST.
 DQ4794'
 DQ4794'NOTE-THE STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM ROD
 DQ4794'DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION REMOVABLE DISK
 DQ4794'SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH PVC
 DQ4794'PIPE BACK FILLED WITH WASHED SAND.
 DQ4794
 DQ4794                          STATION RECOVERY (2021)
 DQ4794
 DQ4794'RECOVERY NOTE BY MN DEPT OF TRANSP 2021 (TJD)
 DQ4794'RECOVERED IN GOOD CONDITION.
 DQ4794
 DQ4794                          STATION RECOVERY (2025)
 DQ4794
 DQ4794'RECOVERY NOTE BY MN DEPT OF TRANSP 2025 (MPP)
 DQ4794'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DQ4790 ***********************************************************************
 DQ4790  DESIGNATION -  0606 H
 DQ4790  PID         -  DQ4790
 DQ4790  STATE/COUNTY-  MN/BIG STONE
 DQ4790  COUNTRY     -  US
 DQ4790  USGS QUAD   -  JOHNSON (2019)
 DQ4790
 DQ4790                         *CURRENT SURVEY CONTROL
 DQ4790  ______________________________________________________________________
 DQ4790* NAD 83(2011) POSITION- 45 34 16.24808(N) 096 19 24.98941(W)   ADJUSTED
 DQ4790* NAD 83(2011) ELLIP HT-   317.241 (meters)        (05/08/25)   ADJUSTED
 DQ4790* NAD 83(2011) EPOCH   -  2010.00
 DQ4790* NAVD 88 ORTHO HEIGHT -   343.399 (meters)     1126.63  (feet) ADJUSTED
 DQ4790  ______________________________________________________________________
 DQ4790  GEOID HEIGHT    -        -26.173 (meters)                     GEOID18
 DQ4790  NAD 83(2011) X  -   -492,640.769 (meters)                     COMP
 DQ4790  NAD 83(2011) Y  - -4,445,489.753 (meters)                     COMP
 DQ4790  NAD 83(2011) Z  -  4,532,237.216 (meters)                     COMP
 DQ4790  LAPLACE CORR    -         -0.94  (seconds)                    DEFLEC18
 DQ4790  DYNAMIC HEIGHT  -        343.386 (meters)     1126.59  (feet) COMP
 DQ4790  MODELED GRAVITY -    980,568.3   (mgal)                       NAVD 88
 DQ4790
 DQ4790  VERT ORDER      -  SECOND    CLASS I
 DQ4790
 DQ4790  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DQ4790  Standards:
 DQ4790         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DQ4790            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DQ4790  -------------------------------------------------------------------
 DQ4790  NETWORK    0.26   0.47           0.12   0.09   0.24      0.01202568
 DQ4790  -------------------------------------------------------------------
 DQ4790  Click here for local accuracies and other accuracy information.
 DQ4790
 DQ4790.The horizontal coordinates were established by GPS observations
 DQ4790.and adjusted by the MN DEPT OF TRANSP in May 2025.
 DQ4790
 DQ4790.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DQ4790.been affixed to the stable North American tectonic plate. See 
 DQ4790.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DQ4790
 DQ4790.The horizontal coordinates are valid at the epoch date displayed above
 DQ4790.which is a decimal equivalence of Year/Month/Day.
 DQ4790
 DQ4790.The orthometric height was determined by differential leveling and
 DQ4790.adjusted by the NATIONAL GEODETIC SURVEY
 DQ4790.in February 2018.
 DQ4790
 DQ4790.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ4790.GEOID18 height accuracy estimate available here.
 DQ4790
 DQ4790.Click photographs - Photos may exist for this station.
 DQ4790
 DQ4790.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DQ4790
 DQ4790.The Laplace correction was computed from DEFLEC18 derived deflections.
 DQ4790
 DQ4790.The ellipsoidal height was determined by GPS observations
 DQ4790.and is referenced to NAD 83.
 DQ4790
 DQ4790.The dynamic height is computed by dividing the NAVD 88
 DQ4790.geopotential number by the normal gravity value computed on the
 DQ4790.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ4790.degrees latitude (g = 980.6199 gals.).
 DQ4790
 DQ4790.The modeled gravity was interpolated from observed gravity values.
 DQ4790
 DQ4790. The following values were computed from the NAD 83(2011) position.
 DQ4790
 DQ4790;                    North         East     Units Scale Factor Converg.
 DQ4790;SPC MN S     -   388,285.495   618,627.124   MT  1.00009683   -1 37 43.3
 DQ4790;SPC MN S     - 1,273,899.99  2,029,612.49   sFT  1.00009683   -1 37 43.3
 DQ4790;UTM  14      - 5,049,888.822   708,832.882   MT  1.00013621   +1 54 43.0
 DQ4790
 DQ4790!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DQ4790!SPC MN S     -   0.99995027  x   1.00009683  =   1.00004709
 DQ4790!UTM  14      -   0.99995027  x   1.00013621  =   1.00008647
 DQ4790
 DQ4790_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQR0883249888(NAD 83)
 DQ4790
 DQ4790                          SUPERSEDED SURVEY CONTROL
 DQ4790
 DQ4790.No superseded survey control is available for this station.
 DQ4790
 DQ4790_MARKER: F = FLANGE-ENCASED ROD
 DQ4790_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DQ4790_STAMPING: 0606 H 2015
 DQ4790_MARK LOGO: MNDT
 DQ4790_PROJECTION: RECESSED 5 CENTIMETERS
 DQ4790_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DQ4790_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ4790_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ4790+SATELLITE: SATELLITE OBSERVATIONS - January 15, 2025
 DQ4790_ROD/PIPE-DEPTH: 8.8 meters
 DQ4790
 DQ4790  HISTORY     - Date     Condition        Report By
 DQ4790  HISTORY     - 20150902 MONUMENTED       MNDT
 DQ4790  HISTORY     - 20250115 GOOD             MNDT
 DQ4790
 DQ4790                          STATION DESCRIPTION
 DQ4790
 DQ4790'DESCRIBED BY MN DEPT OF TRANSP 2015
 DQ4790'THE MARK IS LOCATED ABOUT 1.5 MI (2.4 KM) WEST OF JOHNSON.
 DQ4790'
 DQ4790'TO REACH THE MARK GO 1.5 MI (2.4 KM) WEST ALONG TRUNK HIGHWAY 28 FROM
 DQ4790'THE EAST JUNCTION OF TRUNK HIGHWAY 28 AND COUNTY ROAD 21 IN JOHNSON,
 DQ4790'AT TRUNK HIGHWAY 28 MILE POINT 27.85.
 DQ4790'
 DQ4790'THE MARK IS LOCATED 51.5 FT (15.7 M) NORTH OF TRUNK HIGHWAY 28, 24.0
 DQ4790'FT (7.3 M) WEST OF 680TH AVENUE, 3.0 FT (0.9 M) SOUTH OF THE WITNESS
 DQ4790'POST.
 DQ4790'
 DQ4790'NOTE-THE STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM ROD
 DQ4790'DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION REMOVABLE DISK
 DQ4790'SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH PVC
 DQ4790'PIPE BACK FILLED WITH WASHED SAND.
 DQ4790
 DQ4790                          STATION RECOVERY (2025)
 DQ4790
 DQ4790'RECOVERY NOTE BY MN DEPT OF TRANSP 2025 (MPP)
 DQ4790'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DQ4788 ***********************************************************************
 DQ4788  DESIGNATION -  0606 J
 DQ4788  PID         -  DQ4788
 DQ4788  STATE/COUNTY-  MN/BIG STONE
 DQ4788  COUNTRY     -  US
 DQ4788  USGS QUAD   -  JOHNSON (2019)
 DQ4788
 DQ4788                         *CURRENT SURVEY CONTROL
 DQ4788  ______________________________________________________________________
 DQ4788* NAD 83(2011) POSITION- 45 34 16.04476(N) 096 16 55.32261(W)   ADJUSTED
 DQ4788* NAD 83(2011) ELLIP HT-   318.808 (meters)        (05/08/25)   ADJUSTED
 DQ4788* NAD 83(2011) EPOCH   -  2010.00
 DQ4788* NAVD 88 ORTHO HEIGHT -   344.981 (meters)     1131.83  (feet) ADJUSTED
 DQ4788  ______________________________________________________________________
 DQ4788  GEOID HEIGHT    -        -26.188 (meters)                     GEOID18
 DQ4788  NAD 83(2011) X  -   -489,415.580 (meters)                     COMP
 DQ4788  NAD 83(2011) Y  - -4,445,851.591 (meters)                     COMP
 DQ4788  NAD 83(2011) Z  -  4,532,233.941 (meters)                     COMP
 DQ4788  LAPLACE CORR    -         -1.11  (seconds)                    DEFLEC18
 DQ4788  DYNAMIC HEIGHT  -        344.969 (meters)     1131.79  (feet) COMP
 DQ4788  MODELED GRAVITY -    980,569.0   (mgal)                       NAVD 88
 DQ4788
 DQ4788  VERT ORDER      -  SECOND    CLASS I
 DQ4788
 DQ4788  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DQ4788  Standards:
 DQ4788         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DQ4788            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DQ4788  -------------------------------------------------------------------
 DQ4788  NETWORK    0.46   0.76           0.21   0.16   0.39      0.11410990
 DQ4788  -------------------------------------------------------------------
 DQ4788  Click here for local accuracies and other accuracy information.
 DQ4788
 DQ4788.The horizontal coordinates were established by GPS observations
 DQ4788.and adjusted by the MN DEPT OF TRANSP in May 2025.
 DQ4788
 DQ4788.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DQ4788.been affixed to the stable North American tectonic plate. See 
 DQ4788.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DQ4788
 DQ4788.The horizontal coordinates are valid at the epoch date displayed above
 DQ4788.which is a decimal equivalence of Year/Month/Day.
 DQ4788
 DQ4788.The orthometric height was determined by differential leveling and
 DQ4788.adjusted by the NATIONAL GEODETIC SURVEY
 DQ4788.in February 2018.
 DQ4788
 DQ4788.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ4788.GEOID18 height accuracy estimate available here.
 DQ4788
 DQ4788.Click photographs - Photos may exist for this station.
 DQ4788
 DQ4788.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DQ4788
 DQ4788.The Laplace correction was computed from DEFLEC18 derived deflections.
 DQ4788
 DQ4788.The ellipsoidal height was determined by GPS observations
 DQ4788.and is referenced to NAD 83.
 DQ4788
 DQ4788.The dynamic height is computed by dividing the NAVD 88
 DQ4788.geopotential number by the normal gravity value computed on the
 DQ4788.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ4788.degrees latitude (g = 980.6199 gals.).
 DQ4788
 DQ4788.The modeled gravity was interpolated from observed gravity values.
 DQ4788
 DQ4788. The following values were computed from the NAD 83(2011) position.
 DQ4788
 DQ4788;                    North         East     Units Scale Factor Converg.
 DQ4788;SPC MN S     -   388,187.799   621,871.230   MT  1.00009681   -1 35 58.3
 DQ4788;SPC MN S     - 1,273,579.47  2,040,255.86   sFT  1.00009681   -1 35 58.3
 DQ4788;UTM  14      - 5,049,991.678   712,076.984   MT  1.00015300   +1 56 30.0
 DQ4788
 DQ4788!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DQ4788!SPC MN S     -   0.99995002  x   1.00009681  =   1.00004683
 DQ4788!UTM  14      -   0.99995002  x   1.00015300  =   1.00010301
 DQ4788
 DQ4788_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQR1207649991(NAD 83)
 DQ4788
 DQ4788                          SUPERSEDED SURVEY CONTROL
 DQ4788
 DQ4788.No superseded survey control is available for this station.
 DQ4788
 DQ4788_MARKER: I = METAL ROD
 DQ4788_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DQ4788_STAMPING: 0606 J 2015
 DQ4788_MARK LOGO: MNDT
 DQ4788_PROJECTION: RECESSED 3 CENTIMETERS
 DQ4788_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DQ4788_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ4788_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ4788+SATELLITE: SATELLITE OBSERVATIONS - January 09, 2025
 DQ4788_ROD/PIPE-DEPTH: 7.0 meters
 DQ4788
 DQ4788  HISTORY     - Date     Condition        Report By
 DQ4788  HISTORY     - 20150901 MONUMENTED       MNDT
 DQ4788  HISTORY     - 20210608 GOOD             MNDT
 DQ4788  HISTORY     - 20250109 GOOD             MNDT
 DQ4788
 DQ4788                          STATION DESCRIPTION
 DQ4788
 DQ4788'DESCRIBED BY MN DEPT OF TRANSP 2015
 DQ4788'THE MARK IS LOCATED ABOUT 0.5 MI (0.8 KM) EAST OF JOHNSON.
 DQ4788'
 DQ4788'TO REACH THE MARK GO 0.5 MI (0.8 KM) EAST ALONG TRUNK HIGHWAY 28 FROM
 DQ4788'THE EAST JUNCTION OF TRUNK HIGHWAY 28 AND COUNTY ROAD 21 IN JOHNSON,
 DQ4788'AT TRUNK HIGHWAY 28 MILE POINT 29.85.
 DQ4788'
 DQ4788'THE MARK IS LOCATED 69.5 FT (21.2 M) SOUTH OF TRUNK TRUNK HIGHWAY 28,
 DQ4788'44.9 FT (13.7 M) EAST OF 660TH AVENUE, 4.7 FT (1.4 M) NORTH OF THE
 DQ4788'RIGHT-OF-WAY POST, 1.5 FT (0.5 M) NORTH OF THE WITNESS POST.
 DQ4788'
 DQ4788'NOTE-THE STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM ROD
 DQ4788'DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION REMOVABLE DISK
 DQ4788'SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH PVC
 DQ4788'PIPE BACK FILLED WITH WASHED SAND.
 DQ4788
 DQ4788                          STATION RECOVERY (2021)
 DQ4788
 DQ4788'RECOVERY NOTE BY MN DEPT OF TRANSP 2021 (TJD)
 DQ4788'RECOVERED IN GOOD CONDITION.
 DQ4788
 DQ4788                          STATION RECOVERY (2025)
 DQ4788
 DQ4788'RECOVERY NOTE BY MN DEPT OF TRANSP 2025 (MPP)
 DQ4788'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DQ4787 ***********************************************************************
 DQ4787  DESIGNATION -  0606 K
 DQ4787  PID         -  DQ4787
 DQ4787  STATE/COUNTY-  MN/BIG STONE
 DQ4787  COUNTRY     -  US
 DQ4787  USGS QUAD   -  JOHNSON (2019)
 DQ4787
 DQ4787                         *CURRENT SURVEY CONTROL
 DQ4787  ______________________________________________________________________
 DQ4787* NAD 83(2011) POSITION- 45 34 15.60617(N) 096 15 42.04190(W)   ADJUSTED
 DQ4787* NAD 83(2011) ELLIP HT-   319.810 (meters)        (05/08/25)   ADJUSTED
 DQ4787* NAD 83(2011) EPOCH   -  2010.00
 DQ4787* NAVD 88 ORTHO HEIGHT -   345.988 (meters)     1135.13  (feet) ADJUSTED
 DQ4787  ______________________________________________________________________
 DQ4787  GEOID HEIGHT    -        -26.196 (meters)                     GEOID18
 DQ4787  NAD 83(2011) X  -   -487,837.181 (meters)                     COMP
 DQ4787  NAD 83(2011) Y  - -4,446,035.498 (meters)                     COMP
 DQ4787  NAD 83(2011) Z  -  4,532,225.177 (meters)                     COMP
 DQ4787  LAPLACE CORR    -         -1.12  (seconds)                    DEFLEC18
 DQ4787  DYNAMIC HEIGHT  -        345.975 (meters)     1135.09  (feet) COMP
 DQ4787  MODELED GRAVITY -    980,569.0   (mgal)                       NAVD 88
 DQ4787
 DQ4787  VERT ORDER      -  SECOND    CLASS I
 DQ4787
 DQ4787  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DQ4787  Standards:
 DQ4787         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DQ4787            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DQ4787  -------------------------------------------------------------------
 DQ4787  NETWORK    0.49   0.84           0.22   0.17   0.43      0.10003161
 DQ4787  -------------------------------------------------------------------
 DQ4787  Click here for local accuracies and other accuracy information.
 DQ4787
 DQ4787.The horizontal coordinates were established by GPS observations
 DQ4787.and adjusted by the MN DEPT OF TRANSP in May 2025.
 DQ4787
 DQ4787.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DQ4787.been affixed to the stable North American tectonic plate. See 
 DQ4787.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DQ4787
 DQ4787.The horizontal coordinates are valid at the epoch date displayed above
 DQ4787.which is a decimal equivalence of Year/Month/Day.
 DQ4787
 DQ4787.The orthometric height was determined by differential leveling and
 DQ4787.adjusted by the NATIONAL GEODETIC SURVEY
 DQ4787.in February 2018.
 DQ4787
 DQ4787.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ4787.GEOID18 height accuracy estimate available here.
 DQ4787
 DQ4787.Click photographs - Photos may exist for this station.
 DQ4787
 DQ4787.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DQ4787
 DQ4787.The Laplace correction was computed from DEFLEC18 derived deflections.
 DQ4787
 DQ4787.The ellipsoidal height was determined by GPS observations
 DQ4787.and is referenced to NAD 83.
 DQ4787
 DQ4787.The dynamic height is computed by dividing the NAVD 88
 DQ4787.geopotential number by the normal gravity value computed on the
 DQ4787.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ4787.degrees latitude (g = 980.6199 gals.).
 DQ4787
 DQ4787.The modeled gravity was interpolated from observed gravity values.
 DQ4787
 DQ4787. The following values were computed from the NAD 83(2011) position.
 DQ4787
 DQ4787;                    North         East     Units Scale Factor Converg.
 DQ4787;SPC MN S     -   388,130.102   623,459.357   MT  1.00009677   -1 35 07.0
 DQ4787;SPC MN S     - 1,273,390.18  2,045,466.24   sFT  1.00009677   -1 35 07.0
 DQ4787;UTM  14      - 5,050,032.191   713,665.739   MT  1.00016132   +1 57 22.4
 DQ4787
 DQ4787!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DQ4787!SPC MN S     -   0.99994986  x   1.00009677  =   1.00004663
 DQ4787!UTM  14      -   0.99994986  x   1.00016132  =   1.00011118
 DQ4787
 DQ4787_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQR1366550032(NAD 83)
 DQ4787
 DQ4787                          SUPERSEDED SURVEY CONTROL
 DQ4787
 DQ4787.No superseded survey control is available for this station.
 DQ4787
 DQ4787_MARKER: I = METAL ROD
 DQ4787_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DQ4787_STAMPING: 0606 K 2015
 DQ4787_MARK LOGO: MNDT
 DQ4787_PROJECTION: RECESSED 5 CENTIMETERS
 DQ4787_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DQ4787_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ4787_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ4787+SATELLITE: SATELLITE OBSERVATIONS - January 09, 2025
 DQ4787_ROD/PIPE-DEPTH: 13.4 meters
 DQ4787
 DQ4787  HISTORY     - Date     Condition        Report By
 DQ4787  HISTORY     - 20150901 MONUMENTED       MNDT
 DQ4787  HISTORY     - 20210603 GOOD             MNDT
 DQ4787  HISTORY     - 20250109 GOOD             MNDT
 DQ4787
 DQ4787                          STATION DESCRIPTION
 DQ4787
 DQ4787'DESCRIBED BY MN DEPT OF TRANSP 2015
 DQ4787'THE MARK IS LOCATED ABOUT 1.5 MI (2.4 KM) EAST OF JOHNSON.
 DQ4787'
 DQ4787'TO REACH THE MARK GO 1.5 MI (2.4 KM) EAST ALONG TRUNK HIGHWAY 28 FROM
 DQ4787'THE EAST JUNCTION OF TRUNK HIGHWAY 28 AND COUNTY ROAD 21 IN JOHNSON,
 DQ4787'AT TRUNK HIGHWAY 28 MILE POINT 30.85.
 DQ4787'
 DQ4787'THE MARK IS LOCATED 68.7 FT (20.9 M) SOUTH OF TRUNK HIGHWAY 28, 22.5
 DQ4787'FT (6.9 M) EAST OF 650TH AVENUE, 1.5 FT (0.5 M) NORTH OF THE WITNESS
 DQ4787'POST.
 DQ4787'
 DQ4787'NOTE-THE STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM ROD
 DQ4787'DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION REMOVABLE DISK
 DQ4787'SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH PVC
 DQ4787'PIPE BACK FILLED WITH WASHED SAND.
 DQ4787
 DQ4787                          STATION RECOVERY (2021)
 DQ4787
 DQ4787'RECOVERY NOTE BY MN DEPT OF TRANSP 2021 (SEL)
 DQ4787'RECOVERED IN GOOD CONDITION.
 DQ4787
 DQ4787                          STATION RECOVERY (2025)
 DQ4787
 DQ4787'RECOVERY NOTE BY MN DEPT OF TRANSP 2025 (MPP)
 DQ4787'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DN8464 ***********************************************************************
 DN8464  DESIGNATION -  0607 B
 DN8464  PID         -  DN8464
 DN8464  STATE/COUNTY-  MN/BIG STONE
 DN8464  COUNTRY     -  US
 DN8464  USGS QUAD   -  ODESSA (2019)
 DN8464
 DN8464                         *CURRENT SURVEY CONTROL
 DN8464  ______________________________________________________________________
 DN8464* NAD 83(2011) POSITION- 45 16 06.11363(N) 096 19 02.74505(W)   ADJUSTED
 DN8464* NAD 83(2011) ELLIP HT-   273.178 (meters)        (08/01/14)   ADJUSTED
 DN8464* NAD 83(2011) EPOCH   -  2010.00
 DN8464* NAVD 88 ORTHO HEIGHT -   299.340 (meters)      982.08  (feet) ADJUSTED
 DN8464  ______________________________________________________________________
 DN8464  GEOID HEIGHT    -        -26.167 (meters)                     GEOID18
 DN8464  NAD 83(2011) X  -   -494,795.785 (meters)                     COMP
 DN8464  NAD 83(2011) Y  - -4,469,338.923 (meters)                     COMP
 DN8464  NAD 83(2011) Z  -  4,508,582.168 (meters)                     COMP
 DN8464  LAPLACE CORR    -         -2.56  (seconds)                    DEFLEC18
 DN8464  DYNAMIC HEIGHT  -        299.319 (meters)      982.02  (feet) COMP
 DN8464  MODELED GRAVITY -    980,540.5   (mgal)                       NAVD 88
 DN8464
 DN8464  VERT ORDER      -  SECOND    CLASS I
 DN8464
 DN8464  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DN8464  Standards:
 DN8464         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DN8464            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DN8464  -------------------------------------------------------------------
 DN8464  NETWORK    0.53   0.59           0.24   0.18   0.30      0.19925987
 DN8464  -------------------------------------------------------------------
 DN8464  Click here for local accuracies and other accuracy information.
 DN8464
 DN8464.The horizontal coordinates were established by GPS observations
 DN8464.and adjusted by the MN DEPT OF TRANSP in August 2014.
 DN8464
 DN8464.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DN8464.been affixed to the stable North American tectonic plate. See 
 DN8464.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DN8464
 DN8464.The horizontal coordinates are valid at the epoch date displayed above
 DN8464.which is a decimal equivalence of Year/Month/Day.
 DN8464
 DN8464.The orthometric height was determined by differential leveling and
 DN8464.adjusted by the NATIONAL GEODETIC SURVEY
 DN8464.in February 2013.
 DN8464
 DN8464.Significant digits in the geoid height do not necessarily reflect accuracy.
 DN8464.GEOID18 height accuracy estimate available here.
 DN8464
 DN8464.Click photographs - Photos may exist for this station.
 DN8464
 DN8464.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DN8464
 DN8464.The Laplace correction was computed from DEFLEC18 derived deflections.
 DN8464
 DN8464.The ellipsoidal height was determined by GPS observations
 DN8464.and is referenced to NAD 83.
 DN8464
 DN8464.The dynamic height is computed by dividing the NAVD 88
 DN8464.geopotential number by the normal gravity value computed on the
 DN8464.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN8464.degrees latitude (g = 980.6199 gals.).
 DN8464
 DN8464.The modeled gravity was interpolated from observed gravity values.
 DN8464
 DN8464. The following values were computed from the NAD 83(2011) position.
 DN8464
 DN8464;                    North         East     Units Scale Factor Converg.
 DN8464;SPC MN S     -   354,628.714   618,155.259   MT  1.00001171   -1 37 27.7
 DN8464;SPC MN S     - 1,163,477.71  2,028,064.38   sFT  1.00001171   -1 37 27.7
 DN8464;UTM  14      - 5,016,264.030   710,437.695   MT  1.00014452   +1 54 23.1
 DN8464
 DN8464!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DN8464!SPC MN S     -   0.99995717  x   1.00001171  =   0.99996888
 DN8464!UTM  14      -   0.99995717  x   1.00014452  =   1.00010169
 DN8464
 DN8464_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQR1043716264(NAD 83)
 DN8464
 DN8464                          SUPERSEDED SURVEY CONTROL
 DN8464
 DN8464.No superseded survey control is available for this station.
 DN8464
 DN8464_MARKER: I = METAL ROD
 DN8464_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DN8464_STAMPING: 0607 B 2010
 DN8464_MARK LOGO: MNDT
 DN8464_PROJECTION: RECESSED 3 CENTIMETERS
 DN8464_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DN8464_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DN8464_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DN8464+SATELLITE: SATELLITE OBSERVATIONS - April 05, 2016
 DN8464_ROD/PIPE-DEPTH: 6.1 meters
 DN8464
 DN8464  HISTORY     - Date     Condition        Report By
 DN8464  HISTORY     - 20101221 MONUMENTED       MNDT
 DN8464  HISTORY     - 20110425 GOOD             MNDT
 DN8464  HISTORY     - 20160405 GOOD             MNDT
 DN8464
 DN8464                          STATION DESCRIPTION
 DN8464
 DN8464'DESCRIBED BY MN DEPT OF TRANSP 2010
 DN8464'THE MARK IS 0.5 MI (0.8 KM) NORTHEAST OF ODESSA.
 DN8464'
 DN8464'TO REACH THE MARK GO 1.3 MI (2.1 KM) NORTHWEST ALONG TRUNK HIGHWAY 75
 DN8464'FROM EAST JUNCTION OF TRUNK HIGHWAY 75 AND TRUNK HIGHWAY 7, AT TRUNK
 DN8464'HIGHWAY 75 MILE POINT 129.25.
 DN8464'
 DN8464'IT IS 69.2 FT (21.1 M) SOUTHWEST OF TRUNK HIGHWAY 75 AND TRUNK HIGHWAY
 DN8464'7, 25.0 FT (7.6 M) SOUTHEAST OF A FIELD ENTRANCE, 2.0 FT (0.6 M)
 DN8464'NORTHWEST OF A WITNESS POST.
 DN8464'
 DN8464'NOTE - THE STATION MARK CONSISTS OF A 3/4 INCH (19 MM) DIAMETER
 DN8464'ALUMINUM ROD DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL MARK
 DN8464'REMOVABLE DISK SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY
 DN8464'A SIX-INCH PVC PIPE BACKFILLED WITH WASHED SAND.
 DN8464
 DN8464                          STATION RECOVERY (2011)
 DN8464
 DN8464'RECOVERY NOTE BY MN DEPT OF TRANSP 2011 (BXO)
 DN8464'0.5 MILE NORTHEAST OF ODESSA, 1.3 MILES NORTHWEST ALONG TRUNK HIGHWAY
 DN8464'75 FROM EAST JUNCTION OF TRUNK HIGHWAY 75 AND TRUNK HIGHWAY 7, AT
 DN8464'TRUNK HIGHWAY 75 MILEPOINT 129.25, 69.2 FEET SOUTHWEST OF TRUNK
 DN8464'HIGHWAY 75 AND TRUNK HIGHWAY 7, 25.0 FEET SOUTHEAST OF FIELD ENTRANCE,
 DN8464'2.0 FEET NORTHWEST OF WITNESS POST.
 DN8464
 DN8464                          STATION RECOVERY (2016)
 DN8464
 DN8464'RECOVERY NOTE BY MN DEPT OF TRANSP 2016 (KMS)
 DN8464'6.2 MI (10.0 KM) EAST-SOUTHEAST OF ORTONVILLE, 1.3 MI (2.1 KM)
 DN8464'NORTHWEST ALONG TRUNK HIGHWAY 75  FROM THE JUNCTION OF TRUNK HIGHWAY
 DN8464'75 AND TRUNK HIGHWAY 7 (JUNCTION IS 7.5 MI (12.1 KM) SOUTHEAST OF
 DN8464'ORTONVILLE), AT TRUNK HIGHWAY 75 MILE POINT 129.25, 69.2 FT (21.1 M)
 DN8464'SOUTHWEST OF TRUNK HIGHWAY 75 AND TRUNK HIGHWAY 7, 25.0 FT (7.6 M)
 DN8464'SOUTHEAST OF A FIELD ENTRANCE, 2.0 FT (0.6 M) NORTHWEST OF A WITNESS
 DN8464'POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DN8463 ***********************************************************************
 DN8463  DESIGNATION -  0607 C
 DN8463  PID         -  DN8463
 DN8463  STATE/COUNTY-  MN/BIG STONE
 DN8463  COUNTRY     -  US
 DN8463  USGS QUAD   -  ODESSA (2019)
 DN8463
 DN8463                         *CURRENT SURVEY CONTROL
 DN8463  ______________________________________________________________________
 DN8463* NAD 83(2011) POSITION- 45 16 09.76594(N) 096 20 10.01225(W)   ADJUSTED
 DN8463* NAD 83(2011) ELLIP HT-   274.784 (meters)        (08/01/14)   ADJUSTED
 DN8463* NAD 83(2011) EPOCH   -  2010.00
 DN8463* NAVD 88 ORTHO HEIGHT -   300.931 (meters)      987.30  (feet) ADJUSTED
 DN8463  ______________________________________________________________________
 DN8463  GEOID HEIGHT    -        -26.149 (meters)                     GEOID18
 DN8463  NAD 83(2011) X  -   -496,244.587 (meters)                     COMP
 DN8463  NAD 83(2011) Y  - -4,469,098.830 (meters)                     COMP
 DN8463  NAD 83(2011) Z  -  4,508,662.665 (meters)                     COMP
 DN8463  LAPLACE CORR    -         -2.59  (seconds)                    DEFLEC18
 DN8463  DYNAMIC HEIGHT  -        300.910 (meters)      987.24  (feet) COMP
 DN8463  MODELED GRAVITY -    980,541.2   (mgal)                       NAVD 88
 DN8463
 DN8463  VERT ORDER      -  SECOND    CLASS I
 DN8463
 DN8463  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DN8463  Standards:
 DN8463         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DN8463            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DN8463  -------------------------------------------------------------------
 DN8463  NETWORK    0.69   0.65           0.32   0.22   0.33      0.25777658
 DN8463  -------------------------------------------------------------------
 DN8463  Click here for local accuracies and other accuracy information.
 DN8463
 DN8463.The horizontal coordinates were established by GPS observations
 DN8463.and adjusted by the MN DEPT OF TRANSP in August 2014.
 DN8463
 DN8463.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DN8463.been affixed to the stable North American tectonic plate. See 
 DN8463.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DN8463
 DN8463.The horizontal coordinates are valid at the epoch date displayed above
 DN8463.which is a decimal equivalence of Year/Month/Day.
 DN8463
 DN8463.The orthometric height was determined by differential leveling and
 DN8463.adjusted by the NATIONAL GEODETIC SURVEY
 DN8463.in February 2013.
 DN8463
 DN8463.Significant digits in the geoid height do not necessarily reflect accuracy.
 DN8463.GEOID18 height accuracy estimate available here.
 DN8463
 DN8463.Click photographs - Photos may exist for this station.
 DN8463
 DN8463.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DN8463
 DN8463.The Laplace correction was computed from DEFLEC18 derived deflections.
 DN8463
 DN8463.The ellipsoidal height was determined by GPS observations
 DN8463.and is referenced to NAD 83.
 DN8463
 DN8463.The dynamic height is computed by dividing the NAVD 88
 DN8463.geopotential number by the normal gravity value computed on the
 DN8463.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN8463.degrees latitude (g = 980.6199 gals.).
 DN8463
 DN8463.The modeled gravity was interpolated from observed gravity values.
 DN8463
 DN8463. The following values were computed from the NAD 83(2011) position.
 DN8463
 DN8463;                    North         East     Units Scale Factor Converg.
 DN8463;SPC MN S     -   354,783.156   616,692.672   MT  1.00001194   -1 38 14.8
 DN8463;SPC MN S     - 1,163,984.40  2,023,265.87   sFT  1.00001194   -1 38 14.8
 DN8463;UTM  14      - 5,016,328.117   708,968.183   MT  1.00013695   +1 53 35.4
 DN8463
 DN8463!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DN8463!SPC MN S     -   0.99995692  x   1.00001194  =   0.99996886
 DN8463!UTM  14      -   0.99995692  x   1.00013695  =   1.00009386
 DN8463
 DN8463_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQR0896816328(NAD 83)
 DN8463
 DN8463                          SUPERSEDED SURVEY CONTROL
 DN8463
 DN8463.No superseded survey control is available for this station.
 DN8463
 DN8463_MARKER: I = METAL ROD
 DN8463_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DN8463_STAMPING: 0607 C 2010
 DN8463_MARK LOGO: MNDT
 DN8463_PROJECTION: RECESSED 3 CENTIMETERS
 DN8463_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DN8463_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DN8463_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DN8463+SATELLITE: SATELLITE OBSERVATIONS - November 19, 2019
 DN8463_ROD/PIPE-DEPTH: 6.1 meters
 DN8463
 DN8463  HISTORY     - Date     Condition        Report By
 DN8463  HISTORY     - 20101222 MONUMENTED       MNDT
 DN8463  HISTORY     - 20110425 GOOD             MNDT
 DN8463  HISTORY     - 20191119 GOOD             MNDT
 DN8463
 DN8463                          STATION DESCRIPTION
 DN8463
 DN8463'DESCRIBED BY MN DEPT OF TRANSP 2010
 DN8463'THE MARK IS 0.5 MI (0.8 KM) NORTHWEST OF ODESSA.
 DN8463'
 DN8463'TO REACH THE MARK GO 2.25 MI (3.6 KM) NORTHWEST ALONG TRUNK HIGHWAY 75
 DN8463'FROM EAST JUNCTION OF TRUNK HIGHWAY 75 AND TRUNK HIGHWAY 7, AT TRUNK
 DN8463'HIGHWAY 75 MILE POINT 130.15.
 DN8463'
 DN8463'IT IS 71.8 FT (21.9 M) NORTH OF TRUNK HIGHWAY 75 AND TRUNK HIGHWAY 7,
 DN8463'9.3 FT (2.8 M) EAST OF FARM ROAD NUMBER 68626, 1.0 FT (0.3 M) SOUTH OF
 DN8463'AN EAST-WEST FENCE LINE, 2.0 FT (0.6 M) WEST OF A WITNESS POST.
 DN8463'
 DN8463'NOTE - THE STATION MARK CONSISTS OF A 3/4 INCH (19 MM) DIAMETER
 DN8463'ALUMINUM ROD DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL MARK
 DN8463'REMOVABLE DISK SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY
 DN8463'A SIX-INCH PVC PIPE BACKFILLED WITH WASHED SAND.
 DN8463
 DN8463                          STATION RECOVERY (2011)
 DN8463
 DN8463'RECOVERY NOTE BY MN DEPT OF TRANSP 2011 (BXJ)
 DN8463'0.5 MILE NORTHWEST OF ODESSA, 2.25 MILES NORTHWEST ALONG TRUNK HIGHWAY
 DN8463'75 FROM EAST JUNCTION OF TRUNK HIGHWAY 75 AND TRUNK HIGHWAY 7, AT
 DN8463'TRUNK HIGHWAY 75 MILEPOINT 130.15, 71.8 FEET NORTH OF TRUNK HIGHWAY 75
 DN8463'AND TRUNK HIGHWAY 7, 9.3 FEET EAST OF FARM ROAD NUMBER 68626, 1.0 FOOT
 DN8463'SOUTH OF EAST-WEST FENCE LINE, 2.0 FEET WEST OF WITNESS POST.
 DN8463
 DN8463                          STATION RECOVERY (2019)
 DN8463
 DN8463'RECOVERY NOTE BY MN DEPT OF TRANSP 2019 (KMS)
 DN8463'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DN8461 ***********************************************************************
 DN8461  DESIGNATION -  0607 D
 DN8461  PID         -  DN8461
 DN8461  STATE/COUNTY-  MN/BIG STONE
 DN8461  COUNTRY     -  US
 DN8461  USGS QUAD   -  ORTONVILLE (2019)
 DN8461
 DN8461                         *CURRENT SURVEY CONTROL
 DN8461  ______________________________________________________________________
 DN8461* NAD 83(2011) POSITION- 45 16 09.62344(N) 096 23 23.36951(W)   ADJUSTED
 DN8461* NAD 83(2011) ELLIP HT-   297.008 (meters)        (08/01/14)   ADJUSTED
 DN8461* NAD 83(2011) EPOCH   -  2010.00
 DN8461* NAVD 88 ORTHO HEIGHT -   323.111 (meters)     1060.07  (feet) ADJUSTED
 DN8461  ______________________________________________________________________
 DN8461  GEOID HEIGHT    -        -26.095 (meters)                     GEOID18
 DN8461  NAD 83(2011) X  -   -500,435.890 (meters)                     COMP
 DN8461  NAD 83(2011) Y  - -4,468,650.326 (meters)                     COMP
 DN8461  NAD 83(2011) Z  -  4,508,675.357 (meters)                     COMP
 DN8461  LAPLACE CORR    -         -2.52  (seconds)                    DEFLEC18
 DN8461  DYNAMIC HEIGHT  -        323.090 (meters)     1060.00  (feet) COMP
 DN8461  MODELED GRAVITY -    980,542.4   (mgal)                       NAVD 88
 DN8461
 DN8461  VERT ORDER      -  SECOND    CLASS I
 DN8461
 DN8461  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DN8461  Standards:
 DN8461         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DN8461            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DN8461  -------------------------------------------------------------------
 DN8461  NETWORK    0.52   0.71           0.24   0.17   0.36      0.09381059
 DN8461  -------------------------------------------------------------------
 DN8461  Click here for local accuracies and other accuracy information.
 DN8461
 DN8461.The horizontal coordinates were established by GPS observations
 DN8461.and adjusted by the MN DEPT OF TRANSP in August 2014.
 DN8461
 DN8461.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DN8461.been affixed to the stable North American tectonic plate. See 
 DN8461.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DN8461
 DN8461.The horizontal coordinates are valid at the epoch date displayed above
 DN8461.which is a decimal equivalence of Year/Month/Day.
 DN8461
 DN8461.The orthometric height was determined by differential leveling and
 DN8461.adjusted by the NATIONAL GEODETIC SURVEY
 DN8461.in February 2013.
 DN8461
 DN8461.Significant digits in the geoid height do not necessarily reflect accuracy.
 DN8461.GEOID18 height accuracy estimate available here.
 DN8461
 DN8461.Click photographs - Photos may exist for this station.
 DN8461
 DN8461.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DN8461
 DN8461.The Laplace correction was computed from DEFLEC18 derived deflections.
 DN8461
 DN8461.The ellipsoidal height was determined by GPS observations
 DN8461.and is referenced to NAD 83.
 DN8461
 DN8461.The dynamic height is computed by dividing the NAVD 88
 DN8461.geopotential number by the normal gravity value computed on the
 DN8461.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN8461.degrees latitude (g = 980.6199 gals.).
 DN8461
 DN8461.The modeled gravity was interpolated from observed gravity values.
 DN8461
 DN8461. The following values were computed from the NAD 83(2011) position.
 DN8461
 DN8461;                    North         East     Units Scale Factor Converg.
 DN8461;SPC MN S     -   354,900.588   612,479.254   MT  1.00001194   -1 40 30.3
 DN8461;SPC MN S     - 1,164,369.68  2,009,442.35   sFT  1.00001194   -1 40 30.3
 DN8461;UTM  14      - 5,016,185.859   704,755.048   MT  1.00011551   +1 51 17.9
 DN8461
 DN8461!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DN8461!SPC MN S     -   0.99995344  x   1.00001194  =   0.99996538
 DN8461!UTM  14      -   0.99995344  x   1.00011551  =   1.00006894
 DN8461
 DN8461_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQR0475516185(NAD 83)
 DN8461
 DN8461                          SUPERSEDED SURVEY CONTROL
 DN8461
 DN8461.No superseded survey control is available for this station.
 DN8461
 DN8461_MARKER: I = METAL ROD
 DN8461_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DN8461_STAMPING: 0607 D 2010
 DN8461_MARK LOGO: MNDT
 DN8461_PROJECTION: RECESSED 5 CENTIMETERS
 DN8461_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DN8461_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DN8461_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DN8461+SATELLITE: SATELLITE OBSERVATIONS - June 02, 2021
 DN8461_ROD/PIPE-DEPTH: 9.1 meters
 DN8461
 DN8461  HISTORY     - Date     Condition        Report By
 DN8461  HISTORY     - 20101221 MONUMENTED       MNDT
 DN8461  HISTORY     - 20110421 GOOD             MNDT
 DN8461  HISTORY     - 20210602 GOOD             MNDT
 DN8461
 DN8461                          STATION DESCRIPTION
 DN8461
 DN8461'DESCRIBED BY MN DEPT OF TRANSP 2010
 DN8461'THE MARK IS 3.05 MI (4.9 KM) SOUTHEAST OF ORTONVILLE.
 DN8461'
 DN8461'TO REACH THE MARK GO 3.15 MI (5.1 KM) SOUTHEAST ALONG TRUNK HIGHWAY 75
 DN8461'FROM THE JUNCTION OF TRUNK HIGHWAY 75 AND TRUNK HIGHWAY 12 IN
 DN8461'ORTONVILLE, AT TRUNK HIGHWAY 75 MILE POINT 132.75.
 DN8461'
 DN8461'IT IS 50 FT (15.2 M) NORTH OF TRUNK HIGHWAY 75 AND TRUNK HIGHWAY 7, 40
 DN8461'FT (12.2 M) WEST OF 710TH AVENUE, 2.0 FT (0.6 M) EAST OF A WITNESS
 DN8461'POST.
 DN8461'
 DN8461'NOTE - THE STATION MARK CONSISTS OF A 3/4 INCH (19 MM) DIAMETER
 DN8461'ALUMINUM ROD DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL MARK
 DN8461'REMOVABLE DISK SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY
 DN8461'A SIX-INCH PVC PIPE BACKFILLED WITH WASHED SAND.
 DN8461
 DN8461                          STATION RECOVERY (2011)
 DN8461
 DN8461'RECOVERY NOTE BY MN DEPT OF TRANSP 2011 (MPP)
 DN8461'3.05 MILES SOUTHEAST OF ORTONVILLE, 3.15 MILES SOUTHEAST ALONG TRUNK
 DN8461'HIGHWAY 75 FROM JUNCTION OF TRUNK HIGHWAY 75 AND TRUNK HIGHWAY 12 IN
 DN8461'ORTONVILLE, AT TRUNK HIGHWAY 75 MILEPOINT 132.75, 72.8 FEET NORTH OF
 DN8461'TRUNK HIGHWAY 75 AND TRUNK HIGHWAY 7, 45.1 FEET WEST OF 710TH AVENUE,
 DN8461'2.0 FEET EAST OF WITNESS POST.
 DN8461
 DN8461                          STATION RECOVERY (2021)
 DN8461
 DN8461'RECOVERY NOTE BY MN DEPT OF TRANSP 2021 (SEL)
 DN8461'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DN8460 ***********************************************************************
 DN8460  DESIGNATION -  0607 E
 DN8460  PID         -  DN8460
 DN8460  STATE/COUNTY-  MN/BIG STONE
 DN8460  COUNTRY     -  US
 DN8460  USGS QUAD   -  ORTONVILLE (2019)
 DN8460
 DN8460                         *CURRENT SURVEY CONTROL
 DN8460  ______________________________________________________________________
 DN8460* NAD 83(2011) POSITION- 45 16 32.56123(N) 096 24 48.82705(W)   ADJUSTED
 DN8460* NAD 83(2011) ELLIP HT-   278.263 (meters)        (08/01/14)   ADJUSTED
 DN8460* NAD 83(2011) EPOCH   -  2010.00
 DN8460* NAVD 88 ORTHO HEIGHT -   304.350 (meters)      998.52  (feet) ADJUSTED
 DN8460  ______________________________________________________________________
 DN8460  GEOID HEIGHT    -        -26.079 (meters)                     GEOID18
 DN8460  NAD 83(2011) X  -   -502,229.579 (meters)                     COMP
 DN8460  NAD 83(2011) Y  - -4,467,929.530 (meters)                     COMP
 DN8460  NAD 83(2011) Z  -  4,509,160.392 (meters)                     COMP
 DN8460  LAPLACE CORR    -         -2.00  (seconds)                    DEFLEC18
 DN8460  DYNAMIC HEIGHT  -        304.330 (meters)      998.46  (feet) COMP
 DN8460  MODELED GRAVITY -    980,543.3   (mgal)                       NAVD 88
 DN8460
 DN8460  VERT ORDER      -  SECOND    CLASS I
 DN8460
 DN8460  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DN8460  Standards:
 DN8460         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DN8460            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DN8460  -------------------------------------------------------------------
 DN8460  NETWORK    0.51   0.76           0.24   0.16   0.39      0.11556860
 DN8460  -------------------------------------------------------------------
 DN8460  Click here for local accuracies and other accuracy information.
 DN8460
 DN8460.The horizontal coordinates were established by GPS observations
 DN8460.and adjusted by the MN DEPT OF TRANSP in August 2014.
 DN8460
 DN8460.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DN8460.been affixed to the stable North American tectonic plate. See 
 DN8460.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DN8460
 DN8460.The horizontal coordinates are valid at the epoch date displayed above
 DN8460.which is a decimal equivalence of Year/Month/Day.
 DN8460
 DN8460.The orthometric height was determined by differential leveling and
 DN8460.adjusted by the NATIONAL GEODETIC SURVEY
 DN8460.in February 2013.
 DN8460
 DN8460.Significant digits in the geoid height do not necessarily reflect accuracy.
 DN8460.GEOID18 height accuracy estimate available here.
 DN8460
 DN8460.Click photographs - Photos may exist for this station.
 DN8460
 DN8460.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DN8460
 DN8460.The Laplace correction was computed from DEFLEC18 derived deflections.
 DN8460
 DN8460.The ellipsoidal height was determined by GPS observations
 DN8460.and is referenced to NAD 83.
 DN8460
 DN8460.The dynamic height is computed by dividing the NAVD 88
 DN8460.geopotential number by the normal gravity value computed on the
 DN8460.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN8460.degrees latitude (g = 980.6199 gals.).
 DN8460
 DN8460.The modeled gravity was interpolated from observed gravity values.
 DN8460
 DN8460. The following values were computed from the NAD 83(2011) position.
 DN8460
 DN8460;                    North         East     Units Scale Factor Converg.
 DN8460;SPC MN S     -   355,663.137   610,638.048   MT  1.00001344   -1 41 30.2
 DN8460;SPC MN S     - 1,166,871.48  2,003,401.66   sFT  1.00001344   -1 41 30.2
 DN8460;UTM  14      - 5,016,833.658   702,870.200   MT  1.00010606   +1 50 17.8
 DN8460
 DN8460!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DN8460!SPC MN S     -   0.99995638  x   1.00001344  =   0.99996981
 DN8460!UTM  14      -   0.99995638  x   1.00010606  =   1.00006243
 DN8460
 DN8460:                Primary Azimuth Mark                     Grid Az
 DN8460:SPC MN S     -  0607 F                                   322 27 23.1
 DN8460:UTM  14      -  0607 F                                   318 55 35.1
 DN8460
 DN8460_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQR0287016833(NAD 83)
 DN8460
 DN8460|---------------------------------------------------------------------|
 DN8460| PID    Reference Object                     Distance      Geod. Az  |
 DN8460|                                                           dddmmss.s |
 DN8460| DN8459 0607 F                              APPROX. 0.9 KM 3204552.9 |
 DN8460|---------------------------------------------------------------------|
 DN8460
 DN8460                          SUPERSEDED SURVEY CONTROL
 DN8460
 DN8460.No superseded survey control is available for this station.
 DN8460
 DN8460_MARKER: I = METAL ROD
 DN8460_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DN8460_STAMPING: 0607 E 2011
 DN8460_MARK LOGO: MNDT
 DN8460_PROJECTION: RECESSED 8 CENTIMETERS
 DN8460_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DN8460_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DN8460_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DN8460+SATELLITE: SATELLITE OBSERVATIONS - June 02, 2021
 DN8460_ROD/PIPE-DEPTH: 6.7 meters
 DN8460
 DN8460  HISTORY     - Date     Condition        Report By
 DN8460  HISTORY     - 20110103 MONUMENTED       MNDT
 DN8460  HISTORY     - 20160405 GOOD             MNDT
 DN8460  HISTORY     - 20210602 GOOD             MNDT
 DN8460
 DN8460                          STATION DESCRIPTION
 DN8460
 DN8460'DESCRIBED BY MN DEPT OF TRANSP 2011
 DN8460'THE MARK IS 2.0 MI (3.2 KM) SOUTHEAST OF ORTONVILLE.
 DN8460'
 DN8460'TO REACH THE MARK GO 1.7 MI (2.7 KM) SOUTHEAST ALONG TRUNK HIGHWAY 75
 DN8460'FROM THE JUNCTION OF TRUNK HIGHWAY 75 AND TRUNK HIGHWAY 12 IN
 DN8460'ORTONVILLE, AT TRUNK HIGHWAY 75 MILE POINT 134.15.
 DN8460'
 DN8460'IT IS 40.0 FT (12.2 M) SOUTHWEST OF TRUNK HIGHWAY 75 AND TRUNK HIGHWAY
 DN8460'7, 57.07 FT (17.4 M) NORTHEAST OF NORTHEAST RAIL OF RAILROAD TRACKS,
 DN8460'2.0 FT (0.6 M) NORTHEAST OF A WITNESS POST.
 DN8460
 DN8460                          STATION RECOVERY (2016)
 DN8460
 DN8460'RECOVERY NOTE BY MN DEPT OF TRANSP 2016 (KMS)
 DN8460'2.0 MI (3.2 KM) SOUTHEAST OF ORTONVILLE, 1.7 MI (2.7 KM) SOUTHEAST
 DN8460'ALONG TRUNK HIGHWAY 75  FROM THE JUNCTION OF TRUNK HIGHWAY 75 AND
 DN8460'TRUNK HIGHWAY 12 IN ORTONVILLE, AT TRUNK HIGHWAY 75 MILE POINT 134.15,
 DN8460'40.0 FT (12.2 M) SOUTHWEST OF TRUNK HIGHWAY 75 AND TRUNK HIGHWAY 7,
 DN8460'57.07 FT (17.4 M) NORTHEAST OF NORTHEAST RAIL OF RAILROAD TRACKS, 2.0
 DN8460'FT (0.6 M) NORTHEAST OF A WITNESS POST.
 DN8460
 DN8460                          STATION RECOVERY (2021)
 DN8460
 DN8460'RECOVERY NOTE BY MN DEPT OF TRANSP 2021 (SEL)
 DN8460'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DN8459 ***********************************************************************
 DN8459  DESIGNATION -  0607 F
 DN8459  PID         -  DN8459
 DN8459  STATE/COUNTY-  MN/BIG STONE
 DN8459  COUNTRY     -  US
 DN8459  USGS QUAD   -  ORTONVILLE (2019)
 DN8459
 DN8459                         *CURRENT SURVEY CONTROL
 DN8459  ______________________________________________________________________
 DN8459* NAD 83(2011) POSITION- 45 16 54.86228(N) 096 25 14.62407(W)   ADJUSTED
 DN8459* NAD 83(2011) ELLIP HT-   278.416 (meters)        (08/01/14)   ADJUSTED
 DN8459* NAD 83(2011) EPOCH   -  2010.00
 DN8459* NAVD 88 ORTHO HEIGHT -   304.505 (meters)      999.03  (feet) ADJUSTED
 DN8459  ______________________________________________________________________
 DN8459  GEOID HEIGHT    -        -26.080 (meters)                     GEOID18
 DN8459  NAD 83(2011) X  -   -502,733.673 (meters)                     COMP
 DN8459  NAD 83(2011) Y  - -4,467,380.654 (meters)                     COMP
 DN8459  NAD 83(2011) Z  -  4,509,644.967 (meters)                     COMP
 DN8459  LAPLACE CORR    -         -1.84  (seconds)                    DEFLEC18
 DN8459  DYNAMIC HEIGHT  -        304.485 (meters)      998.96  (feet) COMP
 DN8459  MODELED GRAVITY -    980,543.9   (mgal)                       NAVD 88
 DN8459
 DN8459  VERT ORDER      -  SECOND    CLASS I
 DN8459
 DN8459  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DN8459  Standards:
 DN8459         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DN8459            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DN8459  -------------------------------------------------------------------
 DN8459  NETWORK    0.39   0.47           0.18   0.13   0.24      0.21869833
 DN8459  -------------------------------------------------------------------
 DN8459  Click here for local accuracies and other accuracy information.
 DN8459
 DN8459.The horizontal coordinates were established by GPS observations
 DN8459.and adjusted by the MN DEPT OF TRANSP in August 2014.
 DN8459
 DN8459.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DN8459.been affixed to the stable North American tectonic plate. See 
 DN8459.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DN8459
 DN8459.The horizontal coordinates are valid at the epoch date displayed above
 DN8459.which is a decimal equivalence of Year/Month/Day.
 DN8459
 DN8459.The orthometric height was determined by differential leveling and
 DN8459.adjusted by the NATIONAL GEODETIC SURVEY
 DN8459.in February 2013.
 DN8459
 DN8459.Significant digits in the geoid height do not necessarily reflect accuracy.
 DN8459.GEOID18 height accuracy estimate available here.
 DN8459
 DN8459.Click photographs - Photos may exist for this station.
 DN8459
 DN8459.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DN8459
 DN8459.The Laplace correction was computed from DEFLEC18 derived deflections.
 DN8459
 DN8459.The ellipsoidal height was determined by GPS observations
 DN8459.and is referenced to NAD 83.
 DN8459
 DN8459.The dynamic height is computed by dividing the NAVD 88
 DN8459.geopotential number by the normal gravity value computed on the
 DN8459.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN8459.degrees latitude (g = 980.6199 gals.).
 DN8459
 DN8459.The modeled gravity was interpolated from observed gravity values.
 DN8459
 DN8459. The following values were computed from the NAD 83(2011) position.
 DN8459
 DN8459;                    North         East     Units Scale Factor Converg.
 DN8459;SPC MN S     -   356,367.935   610,096.385   MT  1.00001491   -1 41 48.3
 DN8459;SPC MN S     - 1,169,183.80  2,001,624.56   sFT  1.00001491   -1 41 48.3
 DN8459;UTM  14      - 5,017,503.828   702,286.115   MT  1.00010315   +1 50 00.2
 DN8459
 DN8459!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DN8459!SPC MN S     -   0.99995635  x   1.00001491  =   0.99997126
 DN8459!UTM  14      -   0.99995635  x   1.00010315  =   1.00005950
 DN8459
 DN8459:                Primary Azimuth Mark                     Grid Az
 DN8459:SPC MN S     -  0607 G                                   327 30 46.6
 DN8459:UTM  14      -  0607 G                                   323 58 58.1
 DN8459
 DN8459_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQR0228617503(NAD 83)
 DN8459
 DN8459|---------------------------------------------------------------------|
 DN8459| PID    Reference Object                     Distance      Geod. Az  |
 DN8459|                                                           dddmmss.s |
 DN8459| DN8458 0607 G                              APPROX. 1.2 KM 3254858.3 |
 DN8459|---------------------------------------------------------------------|
 DN8459
 DN8459                          SUPERSEDED SURVEY CONTROL
 DN8459
 DN8459.No superseded survey control is available for this station.
 DN8459
 DN8459_MARKER: I = METAL ROD
 DN8459_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DN8459_STAMPING: 0607 F 2010
 DN8459_MARK LOGO: MNDT
 DN8459_PROJECTION: RECESSED 3 CENTIMETERS
 DN8459_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DN8459_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DN8459_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DN8459+SATELLITE: SATELLITE OBSERVATIONS - April 05, 2016
 DN8459_ROD/PIPE-DEPTH: 9.1 meters
 DN8459
 DN8459  HISTORY     - Date     Condition        Report By
 DN8459  HISTORY     - 20101221 MONUMENTED       MNDT
 DN8459  HISTORY     - 20110421 GOOD             MNDT
 DN8459  HISTORY     - 20160405 GOOD             MNDT
 DN8459
 DN8459                          STATION DESCRIPTION
 DN8459
 DN8459'DESCRIBED BY MN DEPT OF TRANSP 2010
 DN8459'THE MARK IS 1.4 MI (2.3 KM) SOUTHEAST OF ORTONVILLE.
 DN8459'
 DN8459'1.25 MI (2.0 KM) SOUTHEAST ALONG TRUNK HIGHWAY 75  FROM THE JUNCTION
 DN8459'OF TRUNK HIGHWAY 75 AND TRUNK HIGHWAY 12 IN ORTONVILLE, AT TRUNK
 DN8459'HIGHWAY 75 MILE POINT 134.65.
 DN8459'
 DN8459'IT IS 38.8 FT (11.8 M) SOUTHWEST OF TRUNK HIGHWAY 75 AND TRUNK HIGHWAY
 DN8459'7, 43.3 FT (13.2 M) NORTHEAST OF NORTHEAST RAIL OF SET OF TWO RAILROAD
 DN8459'TRACKS, 2.0 FT (0.6 M) NORTHWEST OF A WITNESS POST.
 DN8459
 DN8459                          STATION RECOVERY (2011)
 DN8459
 DN8459'RECOVERY NOTE BY MN DEPT OF TRANSP 2011 (DXS)
 DN8459'1.4 MILES SOUTHEAST OF ORTONVILLE, 1.25 MILES SOUTHEAST ALONG TRUNK
 DN8459'HIGHWAY 75 FROM JUNCTION OF TRUNK HIGHWAY 75 AND TRUNK HIGHWAY 12 IN
 DN8459'ORTONVILLE, AT TRUNK HIGHWAY 75 MILEPOINT 134.65, 38.8 FEET SOUTHWEST
 DN8459'OF TRUNK HIGHWAY 75 AND TRUNK HIGHWAY 7, 43.3 FEET NORTHEAST OF
 DN8459'NORTHEAST RAIL OF SET OF TWO RAILROAD TRACKS, 2.0 FEET NORTHWEST OF
 DN8459'WITNESS POST.
 DN8459
 DN8459                          STATION RECOVERY (2016)
 DN8459
 DN8459'RECOVERY NOTE BY MN DEPT OF TRANSP 2016 (KMS)
 DN8459'1.4 MI (2.3 KM) SOUTHEAST OF ORTONVILLE, 1.25 MI (2.0 KM) SOUTHEAST
 DN8459'ALONG TRUNK HIGHWAY 75  FROM THE JUNCTION OF TRUNK HIGHWAY 75 AND
 DN8459'TRUNK HIGHWAY 12 IN ORTONVILLE, AT TRUNK HIGHWAY 75 MILE POINT 134.65,
 DN8459'38.8 FT (11.8 M) SOUTHWEST OF TRUNK HIGHWAY 75 AND TRUNK HIGHWAY 7,
 DN8459'43.3 FT (13.2 M) NORTHEAST OF NORTHEAST RAIL OF SET OF TWO RAILROAD
 DN8459'TRACKS, 2.0 FT (0.6 M) NORTHWEST OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DN8458 ***********************************************************************
 DN8458  DESIGNATION -  0607 G
 DN8458  PID         -  DN8458
 DN8458  STATE/COUNTY-  MN/BIG STONE
 DN8458  COUNTRY     -  US
 DN8458  USGS QUAD   -  ORTONVILLE (2019)
 DN8458
 DN8458                         *CURRENT SURVEY CONTROL
 DN8458  ______________________________________________________________________
 DN8458* NAD 83(2011) POSITION- 45 17 26.87296(N) 096 25 45.42637(W)   ADJUSTED
 DN8458* NAD 83(2011) ELLIP HT-   284.028 (meters)        (08/01/14)   ADJUSTED
 DN8458* NAD 83(2011) EPOCH   -  2010.00
 DN8458* NAVD 88 ORTHO HEIGHT -   310.119 (meters)     1017.45  (feet) ADJUSTED
 DN8458  ______________________________________________________________________
 DN8458  GEOID HEIGHT    -        -26.083 (meters)                     GEOID18
 DN8458  NAD 83(2011) X  -   -503,322.600 (meters)                     COMP
 DN8458  NAD 83(2011) Y  - -4,466,611.580 (meters)                     COMP
 DN8458  NAD 83(2011) Z  -  4,510,344.260 (meters)                     COMP
 DN8458  LAPLACE CORR    -         -1.69  (seconds)                    DEFLEC18
 DN8458  DYNAMIC HEIGHT  -        310.100 (meters)     1017.39  (feet) COMP
 DN8458  MODELED GRAVITY -    980,544.9   (mgal)                       NAVD 88
 DN8458
 DN8458  VERT ORDER      -  SECOND    CLASS I
 DN8458
 DN8458  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DN8458  Standards:
 DN8458         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DN8458            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DN8458  -------------------------------------------------------------------
 DN8458  NETWORK    0.33   0.41           0.15   0.11   0.21     -0.01160768
 DN8458  -------------------------------------------------------------------
 DN8458  Click here for local accuracies and other accuracy information.
 DN8458
 DN8458.The horizontal coordinates were established by GPS observations
 DN8458.and adjusted by the MN DEPT OF TRANSP in August 2014.
 DN8458
 DN8458.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DN8458.been affixed to the stable North American tectonic plate. See 
 DN8458.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DN8458
 DN8458.The horizontal coordinates are valid at the epoch date displayed above
 DN8458.which is a decimal equivalence of Year/Month/Day.
 DN8458
 DN8458.The orthometric height was determined by differential leveling and
 DN8458.adjusted by the NATIONAL GEODETIC SURVEY
 DN8458.in February 2013.
 DN8458
 DN8458.Significant digits in the geoid height do not necessarily reflect accuracy.
 DN8458.GEOID18 height accuracy estimate available here.
 DN8458
 DN8458.Click photographs - Photos may exist for this station.
 DN8458
 DN8458.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DN8458
 DN8458.The Laplace correction was computed from DEFLEC18 derived deflections.
 DN8458
 DN8458.The ellipsoidal height was determined by GPS observations
 DN8458.and is referenced to NAD 83.
 DN8458
 DN8458.The dynamic height is computed by dividing the NAVD 88
 DN8458.geopotential number by the normal gravity value computed on the
 DN8458.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN8458.degrees latitude (g = 980.6199 gals.).
 DN8458
 DN8458.The modeled gravity was interpolated from observed gravity values.
 DN8458
 DN8458. The following values were computed from the NAD 83(2011) position.
 DN8458
 DN8458;                    North         East     Units Scale Factor Converg.
 DN8458;SPC MN S     -   357,375.645   609,454.722   MT  1.00001704   -1 42 09.9
 DN8458;SPC MN S     - 1,172,489.93  1,999,519.37   sFT  1.00001704   -1 42 09.9
 DN8458;UTM  14      - 5,018,470.198   701,583.560   MT  1.00009966   +1 49 39.3
 DN8458
 DN8458!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DN8458!SPC MN S     -   0.99995547  x   1.00001704  =   0.99997251
 DN8458!UTM  14      -   0.99995547  x   1.00009966  =   1.00005513
 DN8458
 DN8458:                Primary Azimuth Mark                     Grid Az
 DN8458:SPC MN S     -  0607 F                                   147 30 46.3
 DN8458:UTM  14      -  0607 F                                   143 58 57.1
 DN8458
 DN8458_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQR0158318470(NAD 83)
 DN8458
 DN8458|---------------------------------------------------------------------|
 DN8458| PID    Reference Object                     Distance      Geod. Az  |
 DN8458|                                                           dddmmss.s |
 DN8458| DN8459 0607 F                              APPROX. 1.2 KM 1454836.4 |
 DN8458|---------------------------------------------------------------------|
 DN8458
 DN8458                          SUPERSEDED SURVEY CONTROL
 DN8458
 DN8458.No superseded survey control is available for this station.
 DN8458
 DN8458_MARKER: I = METAL ROD
 DN8458_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DN8458_STAMPING: 0607 G 2010
 DN8458_MARK LOGO: MNDT
 DN8458_PROJECTION: RECESSED 5 CENTIMETERS
 DN8458_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DN8458_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DN8458_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DN8458+SATELLITE: SATELLITE OBSERVATIONS - August 14, 2024
 DN8458_ROD/PIPE-DEPTH: 7.6 meters
 DN8458
 DN8458  HISTORY     - Date     Condition        Report By
 DN8458  HISTORY     - 20101221 MONUMENTED       MNDT
 DN8458  HISTORY     - 20110421 GOOD             MNDT
 DN8458  HISTORY     - 20160405 GOOD             MNDT
 DN8458  HISTORY     - 20210602 GOOD             MNDT
 DN8458  HISTORY     - 20240814 GOOD             MNDT
 DN8458
 DN8458                          STATION DESCRIPTION
 DN8458
 DN8458'DESCRIBED BY MN DEPT OF TRANSP 2010
 DN8458'THE MARK IS IN ORTONVILLE.
 DN8458'
 DN8458'TO REACH THE MARK AT WEST JUNCTION OF TRUNK HIGHWAY 75 AND TRUNK
 DN8458'HIGHWAY 7 IN ORTONVILLE, AT TRUNK HIGHWAY 75 MILE POINT 135.40.
 DN8458'
 DN8458'IT IS 64.2 FT (19.6 M) EAST-NORTHEAST OF TRUNK HIGHWAY 75, 43.2 FT
 DN8458'(13.2 M) NORTH-NORTHWEST OF EXTENDED TRUNK HIGHWAY 7, 57.4 FT (17.5 M)
 DN8458'SOUTH OF A FIELD ENTRANCE, 2.0 FT (0.6 M) NORTHWEST OF A WITNESS POST.
 DN8458
 DN8458                          STATION RECOVERY (2011)
 DN8458
 DN8458'RECOVERY NOTE BY MN DEPT OF TRANSP 2011 (BXB)
 DN8458'IN ORTONVILLE, AT WEST JUNCTION OF TRUNK HIGHWAY 75 AND TRUNK HIGHWAY
 DN8458'7 IN ORTONVILLE, AT TRUNK HIGHWAY 75 MILEPOINT 135.40, 64.2 FEET
 DN8458'EAST-NORTHEAST OF TRUNK HIGHWAY 75, 43.2 FEET NORTH-NORTHWEST OF
 DN8458'EXTENDED TRUNK HIGHWAY 7, 57.4 FEET SOUTH OF FIELD ENTRANCE, 2.0 FEET
 DN8458'NORTHWEST OF WITNESS POST.
 DN8458
 DN8458                          STATION RECOVERY (2016)
 DN8458
 DN8458'RECOVERY NOTE BY MN DEPT OF TRANSP 2016 (KMS)
 DN8458'RECOVERED AS DESCRIBED.
 DN8458'
 DN8458'NOTE-THE STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM ROD
 DN8458'DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION REMOVABLE DISK
 DN8458'SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH PVC
 DN8458'PIPE BACK FILLED WITH WASHED SAND.
 DN8458
 DN8458                          STATION RECOVERY (2021)
 DN8458
 DN8458'RECOVERY NOTE BY MN DEPT OF TRANSP 2021 (SEL)
 DN8458'RECOVERED IN GOOD CONDITION.
 DN8458
 DN8458                          STATION RECOVERY (2024)
 DN8458
 DN8458'RECOVERY NOTE BY MN DEPT OF TRANSP 2024 (MPP)
 DN8458'THE MARK IS LOCATED ABOUT IN ORTONVILLE, AT THE WEST JUNCTION OF TRUNK
 DN8458'HIGHWAY 75 AND TRUNK HIGHWAY 7 IN ORTONVILLE, AT TRUNK HIGHWAY 75 MILE
 DN8458'POINT 135.40, 64.2 FT (19.6 M) EAST-NORTHEAST OF TRUNK HIGHWAY 75,
 DN8458'43.2 FT (13.2 M) NORTH-NORTHWEST OF EXTENDED TRUNK HIGHWAY 7, 57.4 FT
 DN8458'(17.5 M) SOUTH OF THE FIELD ENTRANCE, 2.0 FT (0.6 M) NORTHWEST OF A
 DN8458'WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DQ4800 ***********************************************************************
 DQ4800  DESIGNATION -  0608 A RESET
 DQ4800  PID         -  DQ4800
 DQ4800  STATE/COUNTY-  MN/BIG STONE
 DQ4800  COUNTRY     -  US
 DQ4800  USGS QUAD   -  GRACEVILLE (2019)
 DQ4800
 DQ4800                         *CURRENT SURVEY CONTROL
 DQ4800  ______________________________________________________________________
 DQ4800* NAD 83(2011) POSITION- 45 33 31.78399(N) 096 25 53.25752(W)   ADJUSTED
 DQ4800* NAD 83(2011) ELLIP HT-   310.426 (meters)        (04/10/25)   ADJUSTED
 DQ4800* NAD 83(2011) EPOCH   -  2010.00
 DQ4800* NAVD 88 ORTHO HEIGHT -   336.550 (meters)     1104.16  (feet) ADJUSTED
 DQ4800  ______________________________________________________________________
 DQ4800  GEOID HEIGHT    -        -26.131 (meters)                     GEOID18
 DQ4800  NAD 83(2011) X  -   -501,117.246 (meters)                     COMP
 DQ4800  NAD 83(2011) Y  - -4,445,523.878 (meters)                     COMP
 DQ4800  NAD 83(2011) Z  -  4,531,271.248 (meters)                     COMP
 DQ4800  LAPLACE CORR    -         -0.93  (seconds)                    DEFLEC18
 DQ4800  DYNAMIC HEIGHT  -        336.536 (meters)     1104.12  (feet) COMP
 DQ4800  MODELED GRAVITY -    980,563.8   (mgal)                       NAVD 88
 DQ4800
 DQ4800  VERT ORDER      -  SECOND    CLASS I
 DQ4800
 DQ4800  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DQ4800  Standards:
 DQ4800         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DQ4800            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DQ4800  -------------------------------------------------------------------
 DQ4800  NETWORK    0.25   0.47           0.11   0.09   0.24     -0.02628935
 DQ4800  -------------------------------------------------------------------
 DQ4800  Click here for local accuracies and other accuracy information.
 DQ4800
 DQ4800.The horizontal coordinates were established by GPS observations
 DQ4800.and adjusted by the MN DEPT OF TRANSP in April 2025.
 DQ4800
 DQ4800.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DQ4800.been affixed to the stable North American tectonic plate. See 
 DQ4800.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DQ4800
 DQ4800.The horizontal coordinates are valid at the epoch date displayed above
 DQ4800.which is a decimal equivalence of Year/Month/Day.
 DQ4800
 DQ4800.The orthometric height was determined by differential leveling and
 DQ4800.adjusted by the NATIONAL GEODETIC SURVEY
 DQ4800.in February 2018.
 DQ4800
 DQ4800.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ4800.GEOID18 height accuracy estimate available here.
 DQ4800
 DQ4800.Click photographs - Photos may exist for this station.
 DQ4800
 DQ4800.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DQ4800
 DQ4800.The Laplace correction was computed from DEFLEC18 derived deflections.
 DQ4800
 DQ4800.The ellipsoidal height was determined by GPS observations
 DQ4800.and is referenced to NAD 83.
 DQ4800
 DQ4800.The dynamic height is computed by dividing the NAVD 88
 DQ4800.geopotential number by the normal gravity value computed on the
 DQ4800.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ4800.degrees latitude (g = 980.6199 gals.).
 DQ4800
 DQ4800.The modeled gravity was interpolated from observed gravity values.
 DQ4800
 DQ4800. The following values were computed from the NAD 83(2011) position.
 DQ4800
 DQ4800;                    North         East     Units Scale Factor Converg.
 DQ4800;SPC MN S     -   387,158.090   610,170.145   MT  1.00009280   -1 42 15.4
 DQ4800;SPC MN S     - 1,270,201.17  2,001,866.55   sFT  1.00009280   -1 42 15.4
 DQ4800;UTM  14      - 5,048,241.401   700,461.474   MT  1.00009408   +1 50 04.1
 DQ4800
 DQ4800!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DQ4800!SPC MN S     -   0.99995133  x   1.00009280  =   1.00004413
 DQ4800!UTM  14      -   0.99995133  x   1.00009408  =   1.00004541
 DQ4800
 DQ4800_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQR0046148241(NAD 83)
 DQ4800
 DQ4800                          SUPERSEDED SURVEY CONTROL
 DQ4800
 DQ4800.No superseded survey control is available for this station.
 DQ4800
 DQ4800_MARKER: I = METAL ROD
 DQ4800_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DQ4800_STAMPING: 0608 A RESET 2015
 DQ4800_MARK LOGO: MNDT
 DQ4800_PROJECTION: RECESSED 5 CENTIMETERS
 DQ4800_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DQ4800_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ4800_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ4800+SATELLITE: SATELLITE OBSERVATIONS - August 14, 2024
 DQ4800_ROD/PIPE-DEPTH: 9.1 meters
 DQ4800
 DQ4800  HISTORY     - Date     Condition        Report By
 DQ4800  HISTORY     - 20150721 MONUMENTED       MNDT
 DQ4800  HISTORY     - 20240814 GOOD             MNDT
 DQ4800
 DQ4800                          STATION DESCRIPTION
 DQ4800
 DQ4800'DESCRIBED BY MN DEPT OF TRANSP 2015
 DQ4800'THE STATION IS LOCATED ABOUT 6.7 MI (10.8 KM) WEST OF JOHNSON, 6.2 MI
 DQ4800'(10.0 KM) EAST OF BARRY AND 0.7 MI (1.1 KM) SOUTH OF GRACEVILLE.
 DQ4800'
 DQ4800'TO REACH THE MARK GO 0.9 MI (1.4 KM) SOUTH ALONG TRUNK HIGHWAY 75 FROM
 DQ4800'THE JUNCTION OF TRUNK HIGHWAY 75 AND TRUNK HIGHWAY 28 IN GRACEVILLE,
 DQ4800'AT TRUNK HIGHWAY 75 MILE POINT 153.95.
 DQ4800'
 DQ4800'THE MARK IS LOCATED 73.8 FT (22.5 M) EAST OF TRUNK HIGHWAY 75, 38.8 FT
 DQ4800'(11.8 M) SOUTH OF THE ENTRANCE TO A SMALL GRAVEL PIT, 1.2 FT (0.4 M)
 DQ4800'WEST OF THE WITNESS POST.
 DQ4800'
 DQ4800'NOTE-THE STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM ROD
 DQ4800'DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION REMOVABLE DISK
 DQ4800'SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH PVC
 DQ4800'PIPE BACK FILLED WITH WASHED SAND.
 DQ4800
 DQ4800                          STATION RECOVERY (2024)
 DQ4800
 DQ4800'RECOVERY NOTE BY MN DEPT OF TRANSP 2024 (MPP)
 DQ4800'THE MARK IS LOCATED ABOUT IN GRACEVILLE, 0.9 MI (1.4 KM) SOUTH ALONG
 DQ4800'TRUNK HIGHWAY 75 FROM THE JUNCTION OF TRUNK HIGHWAY 75 AND TRUNK
 DQ4800'HIGHWAY 28 IN GRACEVILLE, AT TRUNK HIGHWAY 75 MILE POINT 153.95, 73.8
 DQ4800'FT (22.5 M) EAST OF TRUNK HIGHWAY 75, 38.8 FT (11.8 M) SOUTH OF THE
 DQ4800'ENTRANCE TO A SMALL GRAVEL PIT, 1.2 FT (0.4 M) WEST OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DQ4801 ***********************************************************************
 DQ4801  DESIGNATION -  0608 B RESET
 DQ4801  PID         -  DQ4801
 DQ4801  STATE/COUNTY-  MN/BIG STONE
 DQ4801  COUNTRY     -  US
 DQ4801  USGS QUAD   -  GRACEVILLE (2019)
 DQ4801
 DQ4801                         *CURRENT SURVEY CONTROL
 DQ4801  ______________________________________________________________________
 DQ4801* NAD 83(2011) POSITION- 45 32 40.52717(N) 096 25 54.68662(W)   ADJUSTED
 DQ4801* NAD 83(2011) ELLIP HT-   312.444 (meters)        (04/10/25)   ADJUSTED
 DQ4801* NAD 83(2011) EPOCH   -  2010.00
 DQ4801* NAVD 88 ORTHO HEIGHT -   338.574 (meters)     1110.80  (feet) ADJUSTED
 DQ4801  ______________________________________________________________________
 DQ4801  GEOID HEIGHT    -        -26.127 (meters)                     GEOID18
 DQ4801  NAD 83(2011) X  -   -501,274.760 (meters)                     COMP
 DQ4801  NAD 83(2011) Y  - -4,446,644.438 (meters)                     COMP
 DQ4801  NAD 83(2011) Z  -  4,530,164.501 (meters)                     COMP
 DQ4801  LAPLACE CORR    -         -1.06  (seconds)                    DEFLEC18
 DQ4801  DYNAMIC HEIGHT  -        338.559 (meters)     1110.76  (feet) COMP
 DQ4801  MODELED GRAVITY -    980,561.9   (mgal)                       NAVD 88
 DQ4801
 DQ4801  VERT ORDER      -  SECOND    CLASS I
 DQ4801
 DQ4801  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DQ4801  Standards:
 DQ4801         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DQ4801            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DQ4801  -------------------------------------------------------------------
 DQ4801  NETWORK    0.65   1.00           0.30   0.22   0.51      0.02764368
 DQ4801  -------------------------------------------------------------------
 DQ4801  Click here for local accuracies and other accuracy information.
 DQ4801
 DQ4801.The horizontal coordinates were established by GPS observations
 DQ4801.and adjusted by the MN DEPT OF TRANSP in April 2025.
 DQ4801
 DQ4801.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DQ4801.been affixed to the stable North American tectonic plate. See 
 DQ4801.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DQ4801
 DQ4801.The horizontal coordinates are valid at the epoch date displayed above
 DQ4801.which is a decimal equivalence of Year/Month/Day.
 DQ4801
 DQ4801.The orthometric height was determined by differential leveling and
 DQ4801.adjusted by the NATIONAL GEODETIC SURVEY
 DQ4801.in February 2018.
 DQ4801
 DQ4801.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ4801.GEOID18 height accuracy estimate available here.
 DQ4801
 DQ4801.Click photographs - Photos may exist for this station.
 DQ4801
 DQ4801.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DQ4801
 DQ4801.The Laplace correction was computed from DEFLEC18 derived deflections.
 DQ4801
 DQ4801.The ellipsoidal height was determined by GPS observations
 DQ4801.and is referenced to NAD 83.
 DQ4801
 DQ4801.The dynamic height is computed by dividing the NAVD 88
 DQ4801.geopotential number by the normal gravity value computed on the
 DQ4801.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ4801.degrees latitude (g = 980.6199 gals.).
 DQ4801
 DQ4801.The modeled gravity was interpolated from observed gravity values.
 DQ4801
 DQ4801. The following values were computed from the NAD 83(2011) position.
 DQ4801
 DQ4801;                    North         East     Units Scale Factor Converg.
 DQ4801;SPC MN S     -   385,577.120   610,092.086   MT  1.00008822   -1 42 16.4
 DQ4801;SPC MN S     - 1,265,014.27  2,001,610.45   sFT  1.00008822   -1 42 16.4
 DQ4801;UTM  14      - 5,046,658.622   700,481.141   MT  1.00009418   +1 50 01.5
 DQ4801
 DQ4801!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DQ4801!SPC MN S     -   0.99995102  x   1.00008822  =   1.00003923
 DQ4801!UTM  14      -   0.99995102  x   1.00009418  =   1.00004519
 DQ4801
 DQ4801_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQR0048146658(NAD 83)
 DQ4801
 DQ4801                          SUPERSEDED SURVEY CONTROL
 DQ4801
 DQ4801.No superseded survey control is available for this station.
 DQ4801
 DQ4801_MARKER: I = METAL ROD
 DQ4801_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DQ4801_STAMPING: 0608 B RESET 2015
 DQ4801_MARK LOGO: MNDT
 DQ4801_PROJECTION: RECESSED 5 CENTIMETERS
 DQ4801_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DQ4801_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ4801_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ4801+SATELLITE: SATELLITE OBSERVATIONS - August 14, 2024
 DQ4801_ROD/PIPE-DEPTH: 6.7 meters
 DQ4801
 DQ4801  HISTORY     - Date     Condition        Report By
 DQ4801  HISTORY     - 20150722 MONUMENTED       MNDT
 DQ4801  HISTORY     - 20210607 GOOD             MNDT
 DQ4801  HISTORY     - 20240814 GOOD             MNDT
 DQ4801
 DQ4801                          STATION DESCRIPTION
 DQ4801
 DQ4801'DESCRIBED BY MN DEPT OF TRANSP 2015
 DQ4801'THE MARK IS LOCATED ABOUT 2.0 MI (3.2 KM) SOUTH OF GRACEVILLE.
 DQ4801'
 DQ4801'TO REACH THE MARK GO 1.95 MI (3.14 KM) SOUTH ALONG TRUNK HIGHWAY 75
 DQ4801'FROM THE JUNCTION OF TRUNK HIGHWAY 75 AND TRUNK HIGHWAY 28 IN
 DQ4801'GRACEVILLE, AT TRUNK HIGHWAY 75 MILE POINT 152.95.
 DQ4801'
 DQ4801'THE MARK IS LOCATED 48.8 FT (14.9 M) EAST OF TRUNK HIGHWAY 75, 24.7 FT
 DQ4801'(7.5 M) SOUTH OF THE FIELD ENTRANCE, 1.2 FT (0.4 M) WEST OF THE
 DQ4801'WITNESS POST.
 DQ4801'
 DQ4801'NOTE-THE STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM ROD
 DQ4801'DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION REMOVABLE DISK
 DQ4801'SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH PVC
 DQ4801'PIPE BACK FILLED WITH WASHED SAND.
 DQ4801
 DQ4801                          STATION RECOVERY (2021)
 DQ4801
 DQ4801'RECOVERY NOTE BY MN DEPT OF TRANSP 2021 (TJD)
 DQ4801'RECOVERED IN GOOD CONDITION.
 DQ4801
 DQ4801                          STATION RECOVERY (2024)
 DQ4801
 DQ4801'RECOVERY NOTE BY MN DEPT OF TRANSP 2024 (MPP)
 DQ4801'THE MARK IS LOCATED ABOUT 2.0 MI (3.2 KM) SOUTH OF GRACEVILLE, 1.95 MI
 DQ4801'(3.14 KM) SOUTH ALONG TRUNK HIGHWAY 75 FROM THE JUNCTION OF TRUNK
 DQ4801'HIGHWAY 75 AND TRUNK HIGHWAY 28 IN GRACEVILLE, AT TRUNK HIGHWAY 75
 DQ4801'MILE POINT 152.95, 48.8 FT (14.9 M) EAST OF TRUNK HIGHWAY 75, 24.7 FT
 DQ4801'(7.5 M) SOUTH OF A FIELD ENTRANCE, 1.2 FT (0.4 M) WEST OF A WITNESS
 DQ4801'POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DL3450 ***********************************************************************
 DL3450  DESIGNATION -  0608 C
 DL3450  PID         -  DL3450
 DL3450  STATE/COUNTY-  MN/BIG STONE
 DL3450  COUNTRY     -  US
 DL3450  USGS QUAD   -  GRACEVILLE (2019)
 DL3450
 DL3450                         *CURRENT SURVEY CONTROL
 DL3450  ______________________________________________________________________
 DL3450* NAD 83(2011) POSITION- 45 31 47.56382(N) 096 25 53.49819(W)   ADJUSTED
 DL3450* NAD 83(2011) ELLIP HT-   320.316 (meters)        (04/10/25)   ADJUSTED
 DL3450* NAD 83(2011) EPOCH   -  2010.00
 DL3450* NAVD 88 ORTHO HEIGHT -   346.441 (meters)     1136.62  (feet) ADJUSTED
 DL3450  ______________________________________________________________________
 DL3450  GEOID HEIGHT    -        -26.123 (meters)                     GEOID18
 DL3450  NAD 83(2011) X  -   -501,380.486 (meters)                     COMP
 DL3450  NAD 83(2011) Y  - -4,447,812.519 (meters)                     COMP
 DL3450  NAD 83(2011) Z  -  4,529,024.742 (meters)                     COMP
 DL3450  LAPLACE CORR    -         -1.08  (seconds)                    DEFLEC18
 DL3450  DYNAMIC HEIGHT  -        346.425 (meters)     1136.56  (feet) COMP
 DL3450  MODELED GRAVITY -    980,559.9   (mgal)                       NAVD 88
 DL3450
 DL3450  VERT ORDER      -  SECOND    CLASS I
 DL3450
 DL3450  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DL3450  Standards:
 DL3450         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DL3450            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DL3450  -------------------------------------------------------------------
 DL3450  NETWORK    0.68   1.08           0.31   0.24   0.55      0.06978610
 DL3450  -------------------------------------------------------------------
 DL3450  Click here for local accuracies and other accuracy information.
 DL3450
 DL3450.The horizontal coordinates were established by GPS observations
 DL3450.and adjusted by the MN DEPT OF TRANSP in April 2025.
 DL3450
 DL3450.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DL3450.been affixed to the stable North American tectonic plate. See 
 DL3450.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DL3450
 DL3450.The horizontal coordinates are valid at the epoch date displayed above
 DL3450.which is a decimal equivalence of Year/Month/Day.
 DL3450
 DL3450.The orthometric height was determined by differential leveling and
 DL3450.adjusted by the NATIONAL GEODETIC SURVEY
 DL3450.in July 2009.
 DL3450
 DL3450.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL3450.GEOID18 height accuracy estimate available here.
 DL3450
 DL3450.Click photographs - Photos may exist for this station.
 DL3450
 DL3450.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DL3450
 DL3450.The Laplace correction was computed from DEFLEC18 derived deflections.
 DL3450
 DL3450.The ellipsoidal height was determined by GPS observations
 DL3450.and is referenced to NAD 83.
 DL3450
 DL3450.The dynamic height is computed by dividing the NAVD 88
 DL3450.geopotential number by the normal gravity value computed on the
 DL3450.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL3450.degrees latitude (g = 980.6199 gals.).
 DL3450
 DL3450.The modeled gravity was interpolated from observed gravity values.
 DL3450
 DL3450. The following values were computed from the NAD 83(2011) position.
 DL3450
 DL3450;                    North         East     Units Scale Factor Converg.
 DL3450;SPC MN S     -   383,941.807   610,069.222   MT  1.00008355   -1 42 15.6
 DL3450;SPC MN S     - 1,259,649.08  2,001,535.44   sFT  1.00008355   -1 42 15.6
 DL3450;UTM  14      - 5,045,025.000   700,559.239   MT  1.00009457   +1 50 00.6
 DL3450
 DL3450!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DL3450!SPC MN S     -   0.99994978  x   1.00008355  =   1.00003333
 DL3450!UTM  14      -   0.99994978  x   1.00009457  =   1.00004435
 DL3450
 DL3450_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQR0055945025(NAD 83)
 DL3450
 DL3450                          SUPERSEDED SURVEY CONTROL
 DL3450
 DL3450.No superseded survey control is available for this station.
 DL3450
 DL3450_MARKER: DD = SURVEY DISK
 DL3450_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DL3450_STAMPING: 0608 C 2005
 DL3450_MARK LOGO: MNDT
 DL3450_PROJECTION: FLUSH
 DL3450_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DL3450_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL3450_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL3450+SATELLITE: SATELLITE OBSERVATIONS - August 14, 2024
 DL3450_ROD/PIPE-DEPTH: 4.0 meters
 DL3450
 DL3450  HISTORY     - Date     Condition        Report By
 DL3450  HISTORY     - 20050921 MONUMENTED       MNDT
 DL3450  HISTORY     - 20150722 GOOD             MNDT
 DL3450  HISTORY     - 20240814 GOOD             MNDT
 DL3450
 DL3450                          STATION DESCRIPTION
 DL3450
 DL3450'DESCRIBED BY MN DEPT OF TRANSP 2005
 DL3450'THE STATION IS LOCATED ABOUT 6.5 MI (10.5 KM) EAST-SOUTHEAST OF BARRY,
 DL3450'4.8 MI (7.7 KM) NORTH OF CLINTON AND 2.7 MI (4.3 KM) SOUTH OF
 DL3450'GRACEVILLE.
 DL3450'
 DL3450'GO 2.95 MI (4.7 KM) SOUTH ALONG TRUNK HIGHWAY 75 FROM THE JUNCTION
 DL3450'TRUNK HIGHWAY 75 AND TRUNK HIGHWAY 28 IN GRACEVILLE TO TRUNK HIGHWAY
 DL3450'75 MILE POINT 151.95.
 DL3450'
 DL3450'THE STATION IS 54.9 FT (16.7 M) EAST OF TRUNK HIGHWAY 75, 31.3 FT (9.5
 DL3450'M) SOUTH OF A FIELD ENTRANCE, 1.0 FT (0.3 M) WEST OF ITS WITNESS POST.
 DL3450
 DL3450                          STATION RECOVERY (2015)
 DL3450
 DL3450'RECOVERY NOTE BY MN DEPT OF TRANSP 2015 (MAS)
 DL3450'RECOVERED AS DESCRIBED.
 DL3450
 DL3450                          STATION RECOVERY (2024)
 DL3450
 DL3450'RECOVERY NOTE BY MN DEPT OF TRANSP 2024 (MPP)
 DL3450'THE MARK IS LOCATED ABOUT 3.0 MI (4.8 KM) SOUTH OF GRACEVILLE, 2.95 MI
 DL3450'(4.75 KM) SOUTH ALONG TRUNK HIGHWAY 75 FROM THE JUNCTION OF TRUNK
 DL3450'HIGHWAY 75 AND TRUNK HIGHWAY 28 IN GRACEVILLE, AT TRUNK HIGHWAY 75
 DL3450'MILE POINT 151.95, 54.9 FT (16.7 M) EAST OF TRUNK HIGHWAY 75, 31.3 FT
 DL3450'(9.5 M) SOUTH OF THE FIELD ENTRANCE, 1.0 FT (0.3 M) WEST OF A WITNESS
 DL3450'POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DQ4803 ***********************************************************************
 DQ4803  DESIGNATION -  0608 D RESET
 DQ4803  PID         -  DQ4803
 DQ4803  STATE/COUNTY-  MN/BIG STONE
 DQ4803  COUNTRY     -  US
 DQ4803  USGS QUAD   -  GRACEVILLE (2019)
 DQ4803
 DQ4803                         *CURRENT SURVEY CONTROL
 DQ4803  ______________________________________________________________________
 DQ4803* NAD 83(2011) POSITION- 45 30 52.75499(N) 096 25 52.82182(W)   ADJUSTED
 DQ4803* NAD 83(2011) ELLIP HT-   325.558 (meters)        (04/10/25)   ADJUSTED
 DQ4803* NAD 83(2011) EPOCH   -  2010.00
 DQ4803* NAVD 88 ORTHO HEIGHT -   351.683 (meters)     1153.81  (feet) ADJUSTED
 DQ4803  ______________________________________________________________________
 DQ4803  GEOID HEIGHT    -        -26.121 (meters)                     GEOID18
 DQ4803  NAD 83(2011) X  -   -501,501.558 (meters)                     COMP
 DQ4803  NAD 83(2011) Y  - -4,449,017.628 (meters)                     COMP
 DQ4803  NAD 83(2011) Z  -  4,527,842.883 (meters)                     COMP
 DQ4803  LAPLACE CORR    -         -1.09  (seconds)                    DEFLEC18
 DQ4803  DYNAMIC HEIGHT  -        351.666 (meters)     1153.76  (feet) COMP
 DQ4803  MODELED GRAVITY -    980,558.0   (mgal)                       NAVD 88
 DQ4803
 DQ4803  VERT ORDER      -  SECOND    CLASS I
 DQ4803
 DQ4803  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DQ4803  Standards:
 DQ4803         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DQ4803            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DQ4803  -------------------------------------------------------------------
 DQ4803  NETWORK    0.68   1.18           0.31   0.24   0.60      0.03741992
 DQ4803  -------------------------------------------------------------------
 DQ4803  Click here for local accuracies and other accuracy information.
 DQ4803
 DQ4803.The horizontal coordinates were established by GPS observations
 DQ4803.and adjusted by the MN DEPT OF TRANSP in April 2025.
 DQ4803
 DQ4803.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DQ4803.been affixed to the stable North American tectonic plate. See 
 DQ4803.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DQ4803
 DQ4803.The horizontal coordinates are valid at the epoch date displayed above
 DQ4803.which is a decimal equivalence of Year/Month/Day.
 DQ4803
 DQ4803.The orthometric height was determined by differential leveling and
 DQ4803.adjusted by the NATIONAL GEODETIC SURVEY
 DQ4803.in February 2018.
 DQ4803
 DQ4803.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ4803.GEOID18 height accuracy estimate available here.
 DQ4803
 DQ4803.Click photographs - Photos may exist for this station.
 DQ4803
 DQ4803.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DQ4803
 DQ4803.The Laplace correction was computed from DEFLEC18 derived deflections.
 DQ4803
 DQ4803.The ellipsoidal height was determined by GPS observations
 DQ4803.and is referenced to NAD 83.
 DQ4803
 DQ4803.The dynamic height is computed by dividing the NAVD 88
 DQ4803.geopotential number by the normal gravity value computed on the
 DQ4803.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ4803.degrees latitude (g = 980.6199 gals.).
 DQ4803
 DQ4803.The modeled gravity was interpolated from observed gravity values.
 DQ4803
 DQ4803. The following values were computed from the NAD 83(2011) position.
 DQ4803
 DQ4803;                    North         East     Units Scale Factor Converg.
 DQ4803;SPC MN S     -   382,249.881   610,033.567   MT  1.00007879   -1 42 15.1
 DQ4803;SPC MN S     - 1,254,098.15  2,001,418.46   sFT  1.00007879   -1 42 15.1
 DQ4803;UTM  14      - 5,043,334.075   700,628.051   MT  1.00009491   +1 49 59.4
 DQ4803
 DQ4803!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DQ4803!SPC MN S     -   0.99994896  x   1.00007879  =   1.00002775
 DQ4803!UTM  14      -   0.99994896  x   1.00009491  =   1.00004387
 DQ4803
 DQ4803_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQR0062843334(NAD 83)
 DQ4803
 DQ4803                          SUPERSEDED SURVEY CONTROL
 DQ4803
 DQ4803.No superseded survey control is available for this station.
 DQ4803
 DQ4803_MARKER: I = METAL ROD
 DQ4803_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DQ4803_STAMPING: 0608 D RESET 2015
 DQ4803_MARK LOGO: MNDT
 DQ4803_PROJECTION: RECESSED 5 CENTIMETERS
 DQ4803_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DQ4803_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ4803_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ4803+SATELLITE: SATELLITE OBSERVATIONS - August 14, 2024
 DQ4803_ROD/PIPE-DEPTH: 4.6 meters
 DQ4803
 DQ4803  HISTORY     - Date     Condition        Report By
 DQ4803  HISTORY     - 20150722 MONUMENTED       MNDT
 DQ4803  HISTORY     - 20240814 GOOD             MNDT
 DQ4803
 DQ4803                          STATION DESCRIPTION
 DQ4803
 DQ4803'DESCRIBED BY MN DEPT OF TRANSP 2015
 DQ4803'THE MARK IS LOCATED ABOUT 4.0 MI (6.4 KM) SOUTH OF GRACEVILLE.
 DQ4803'
 DQ4803'TO REACH THE MARK GO 3.95 MI (6.36 KM) SOUTH ALONG TRUNK HIGHWAY 75
 DQ4803'FROM THE JUNCTION OF TRUNK HIGHWAY 75 AND TRUNK HIGHWAY 28 IN
 DQ4803'GRACEVILLE, AT TRUNK HIGHWAY 75 MILE POINT 150.9.
 DQ4803'
 DQ4803'THE 69.8 FT (21.3 M) EAST OF TRUNK HIGHWAY 75, 32.6 FT (9.9 M) SOUTH
 DQ4803'OF THE FIELD ENTRANCE, 1.2 FT (0.4 M) WEST OF THE WITNESS POST.
 DQ4803'
 DQ4803'NOTE-THE STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM ROD
 DQ4803'DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION REMOVABLE DISK
 DQ4803'SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH PVC
 DQ4803'PIPE BACK FILLED WITH WASHED SAND.
 DQ4803
 DQ4803                          STATION RECOVERY (2024)
 DQ4803
 DQ4803'RECOVERY NOTE BY MN DEPT OF TRANSP 2024 (MPP)
 DQ4803'THE MARK IS LOCATED ABOUT 4.0 MI (6.4 KM) SOUTH OF GRACEVILLE, 3.95 MI
 DQ4803'(6.36 KM) SOUTH ALONG TRUNK HIGHWAY 75 FROM THE JUNCTION OF TRUNK
 DQ4803'HIGHWAY 75 AND TRUNK HIGHWAY 28 IN GRACEVILLE, AT TRUNK HIGHWAY 75
 DQ4803'MILE POINT 150.9, 69.8 FT (21.3 M) EAST OF TRUNK HIGHWAY 75, 32.6 FT
 DQ4803'(9.9 M) SOUTH OF A FIELD ENTRANCE, 1.2 FT (0.4 M) WEST OF A WITNESS
 DQ4803'POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DL3448 ***********************************************************************
 DL3448  DESIGNATION -  0608 E
 DL3448  PID         -  DL3448
 DL3448  STATE/COUNTY-  MN/BIG STONE
 DL3448  COUNTRY     -  US
 DL3448  USGS QUAD   -  CLINTON (2019)
 DL3448
 DL3448                         *CURRENT SURVEY CONTROL
 DL3448  ______________________________________________________________________
 DL3448* NAD 83(2011) POSITION- 45 29 06.04273(N) 096 25 54.67090(W)   ADJUSTED
 DL3448* NAD 83(2011) ELLIP HT-   336.841 (meters)        (04/10/25)   ADJUSTED
 DL3448* NAD 83(2011) EPOCH   -  2010.00
 DL3448* NAVD 88 ORTHO HEIGHT -   362.960 (meters)     1190.81  (feet) ADJUSTED
 DL3448  ______________________________________________________________________
 DL3448  GEOID HEIGHT    -        -26.122 (meters)                     GEOID18
 DL3448  NAD 83(2011) X  -   -501,805.568 (meters)                     COMP
 DL3448  NAD 83(2011) Y  - -4,451,356.112 (meters)                     COMP
 DL3448  NAD 83(2011) Z  -  4,525,541.665 (meters)                     COMP
 DL3448  LAPLACE CORR    -         -1.20  (seconds)                    DEFLEC18
 DL3448  DYNAMIC HEIGHT  -        362.943 (meters)     1190.76  (feet) COMP
 DL3448  MODELED GRAVITY -    980,557.9   (mgal)                       NAVD 88
 DL3448
 DL3448  VERT ORDER      -  SECOND    CLASS I
 DL3448
 DL3448  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DL3448  Standards:
 DL3448         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DL3448            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DL3448  -------------------------------------------------------------------
 DL3448  NETWORK    0.68   1.08           0.32   0.22   0.55     -0.00180982
 DL3448  -------------------------------------------------------------------
 DL3448  Click here for local accuracies and other accuracy information.
 DL3448
 DL3448.The horizontal coordinates were established by GPS observations
 DL3448.and adjusted by the MN DEPT OF TRANSP in April 2025.
 DL3448
 DL3448.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DL3448.been affixed to the stable North American tectonic plate. See 
 DL3448.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DL3448
 DL3448.The horizontal coordinates are valid at the epoch date displayed above
 DL3448.which is a decimal equivalence of Year/Month/Day.
 DL3448
 DL3448.The orthometric height was determined by differential leveling and
 DL3448.adjusted by the NATIONAL GEODETIC SURVEY
 DL3448.in July 2009.
 DL3448
 DL3448.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL3448.GEOID18 height accuracy estimate available here.
 DL3448
 DL3448.Click photographs - Photos may exist for this station.
 DL3448
 DL3448.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DL3448
 DL3448.The Laplace correction was computed from DEFLEC18 derived deflections.
 DL3448
 DL3448.The ellipsoidal height was determined by GPS observations
 DL3448.and is referenced to NAD 83.
 DL3448
 DL3448.The dynamic height is computed by dividing the NAVD 88
 DL3448.geopotential number by the normal gravity value computed on the
 DL3448.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL3448.degrees latitude (g = 980.6199 gals.).
 DL3448
 DL3448.The modeled gravity was interpolated from observed gravity values.
 DL3448
 DL3448. The following values were computed from the NAD 83(2011) position.
 DL3448
 DL3448;                    North         East     Units Scale Factor Converg.
 DL3448;SPC MN S     -   378,957.797   609,895.444   MT  1.00006972   -1 42 16.4
 DL3448;SPC MN S     - 1,243,297.37  2,000,965.30   sFT  1.00006972   -1 42 16.4
 DL3448;UTM  14      - 5,040,039.673   700,693.284   MT  1.00009523   +1 49 54.7
 DL3448
 DL3448!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DL3448!SPC MN S     -   0.99994719  x   1.00006972  =   1.00001691
 DL3448!UTM  14      -   0.99994719  x   1.00009523  =   1.00004242
 DL3448
 DL3448_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQR0069340039(NAD 83)
 DL3448
 DL3448                          SUPERSEDED SURVEY CONTROL
 DL3448
 DL3448.No superseded survey control is available for this station.
 DL3448
 DL3448_MARKER: DD = SURVEY DISK
 DL3448_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DL3448_STAMPING: 0608 E 2005
 DL3448_MARK LOGO: MNDT
 DL3448_PROJECTION: FLUSH
 DL3448_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DL3448_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL3448_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL3448+SATELLITE: SATELLITE OBSERVATIONS - August 14, 2024
 DL3448_ROD/PIPE-DEPTH: 7.6 meters
 DL3448
 DL3448  HISTORY     - Date     Condition        Report By
 DL3448  HISTORY     - 20050921 MONUMENTED       MNDT
 DL3448  HISTORY     - 20150722 GOOD             MNDT
 DL3448  HISTORY     - 20210607 GOOD             MNDT
 DL3448  HISTORY     - 20240814 GOOD             MNDT
 DL3448
 DL3448                          STATION DESCRIPTION
 DL3448
 DL3448'DESCRIBED BY MN DEPT OF TRANSP 2005
 DL3448'THE STATION IS LOCATED ABOUT 8.0 MI (12.9 KM) SOUTHEAST OF BARRY, 5.8
 DL3448'MI (9.3 KM) SOUTH OF GRACEVILLE AND 1.7 MI (2.7 KM) NORTH OF CLINTON.
 DL3448'GO 2.0 MI (3.2 KM) NORTH ALONG TRUNK HIGHWAY 75 FROM THE JUNCTION OF
 DL3448'TRUNK HIGHWAY 75 AND COUNTY ROAD 6 IN CLINTON TO TRUNK HIGHWAY 75 MILE
 DL3448'POINT 148.9.
 DL3448'
 DL3448'THE STATION IS 76.0 FT (23.2 M) WEST OF TRUNK HIGHWAY 75, 55.4 FT
 DL3448'(16.9 M) SOUTH OF COUNTY ROAD 4 AND 1.2 FT (0.4 M) EAST OF ITS WITNESS
 DL3448'POST.
 DL3448
 DL3448                          STATION RECOVERY (2015)
 DL3448
 DL3448'RECOVERY NOTE BY MN DEPT OF TRANSP 2015 (MAS)
 DL3448'RECOVERED AS DESCRIBED.
 DL3448
 DL3448                          STATION RECOVERY (2021)
 DL3448
 DL3448'RECOVERY NOTE BY MN DEPT OF TRANSP 2021 (TJD)
 DL3448'RECOVERED IN GOOD CONDITION.
 DL3448
 DL3448                          STATION RECOVERY (2024)
 DL3448
 DL3448'RECOVERY NOTE BY MN DEPT OF TRANSP 2024 (MPP)
 DL3448'THE MARK IS LOCATED ABOUT 2.0 MI (3.2 KM) NORTH OF CLINTON, 2.0 MI
 DL3448'(3.2 KM) NORTH ALONG TRUNK HIGHWAY 75 FROM THE JUNCTION OF TRUNK
 DL3448'HIGHWAY 75 AND COUNTY ROAD 6 IN CLINTON, AT TRUNK HIGHWAY 75 MILE
 DL3448'POINT 148.9, 76.0 FT (23.2 M) WEST OF TRUNK HIGHWAY 75, 55.4 FT (16.9
 DL3448'M) SOUTH OF COUNTY ROAD 4 (290TH STREET), 1.2 FT (0.4 M) EAST OF A
 DL3448'WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DL3446 ***********************************************************************
 DL3446  DESIGNATION -  0608 F
 DL3446  PID         -  DL3446
 DL3446  STATE/COUNTY-  MN/BIG STONE
 DL3446  COUNTRY     -  US
 DL3446  USGS QUAD   -  CLINTON (2019)
 DL3446
 DL3446                         *CURRENT SURVEY CONTROL
 DL3446  ______________________________________________________________________
 DL3446* NAD 83(2011) POSITION- 45 28 14.24088(N) 096 26 02.50846(W)   ADJUSTED
 DL3446* NAD 83(2011) ELLIP HT-   321.902 (meters)        (04/10/25)   ADJUSTED
 DL3446* NAD 83(2011) EPOCH   -  2010.00
 DL3446* NAVD 88 ORTHO HEIGHT -   348.019 (meters)     1141.79  (feet) ADJUSTED
 DL3446  ______________________________________________________________________
 DL3446  GEOID HEIGHT    -        -26.124 (meters)                     GEOID18
 DL3446  NAD 83(2011) X  -   -502,101.315 (meters)                     COMP
 DL3446  NAD 83(2011) Y  - -4,452,459.744 (meters)                     COMP
 DL3446  NAD 83(2011) Z  -  4,524,409.582 (meters)                     COMP
 DL3446  LAPLACE CORR    -         -1.27  (seconds)                    DEFLEC18
 DL3446  DYNAMIC HEIGHT  -        348.002 (meters)     1141.74  (feet) COMP
 DL3446  MODELED GRAVITY -    980,556.5   (mgal)                       NAVD 88
 DL3446
 DL3446  VERT ORDER      -  SECOND    CLASS I
 DL3446
 DL3446  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DL3446  Standards:
 DL3446         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DL3446            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DL3446  -------------------------------------------------------------------
 DL3446  NETWORK    0.72   1.10           0.34   0.23   0.56     -0.03264126
 DL3446  -------------------------------------------------------------------
 DL3446  Click here for local accuracies and other accuracy information.
 DL3446
 DL3446.The horizontal coordinates were established by GPS observations
 DL3446.and adjusted by the MN DEPT OF TRANSP in April 2025.
 DL3446
 DL3446.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DL3446.been affixed to the stable North American tectonic plate. See 
 DL3446.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DL3446
 DL3446.The horizontal coordinates are valid at the epoch date displayed above
 DL3446.which is a decimal equivalence of Year/Month/Day.
 DL3446
 DL3446.The orthometric height was determined by differential leveling and
 DL3446.adjusted by the NATIONAL GEODETIC SURVEY
 DL3446.in July 2009.
 DL3446
 DL3446.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL3446.GEOID18 height accuracy estimate available here.
 DL3446
 DL3446.Click photographs - Photos may exist for this station.
 DL3446
 DL3446.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DL3446
 DL3446.The Laplace correction was computed from DEFLEC18 derived deflections.
 DL3446
 DL3446.The ellipsoidal height was determined by GPS observations
 DL3446.and is referenced to NAD 83.
 DL3446
 DL3446.The dynamic height is computed by dividing the NAVD 88
 DL3446.geopotential number by the normal gravity value computed on the
 DL3446.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL3446.degrees latitude (g = 980.6199 gals.).
 DL3446
 DL3446.The modeled gravity was interpolated from observed gravity values.
 DL3446
 DL3446. The following values were computed from the NAD 83(2011) position.
 DL3446
 DL3446;                    North         East     Units Scale Factor Converg.
 DL3446;SPC MN S     -   377,364.209   609,677.687   MT  1.00006542   -1 42 21.9
 DL3446;SPC MN S     - 1,238,069.08  2,000,250.88   sFT  1.00006542   -1 42 21.9
 DL3446;UTM  14      - 5,038,435.644   700,574.230   MT  1.00009465   +1 49 47.5
 DL3446
 DL3446!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DL3446!SPC MN S     -   0.99994954  x   1.00006542  =   1.00001495
 DL3446!UTM  14      -   0.99994954  x   1.00009465  =   1.00004418
 DL3446
 DL3446_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQR0057438435(NAD 83)
 DL3446
 DL3446                          SUPERSEDED SURVEY CONTROL
 DL3446
 DL3446.No superseded survey control is available for this station.
 DL3446
 DL3446_MARKER: DD = SURVEY DISK
 DL3446_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DL3446_STAMPING: 0608 F 2005
 DL3446_MARK LOGO: MNDT
 DL3446_PROJECTION: FLUSH
 DL3446_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DL3446_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL3446_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL3446+SATELLITE: SATELLITE OBSERVATIONS - August 14, 2024
 DL3446_ROD/PIPE-DEPTH: 6.1 meters
 DL3446
 DL3446  HISTORY     - Date     Condition        Report By
 DL3446  HISTORY     - 20050921 MONUMENTED       MNDT
 DL3446  HISTORY     - 20150722 GOOD             MNDT
 DL3446  HISTORY     - 20240814 GOOD             MNDT
 DL3446
 DL3446                          STATION DESCRIPTION
 DL3446
 DL3446'DESCRIBED BY MN DEPT OF TRANSP 2005
 DL3446'THE STATION IS LOCATED ABOUT 8.6 MI (13.8 KM) SOUTHEAST OF BARRY, 6.8
 DL3446'MI (10.9 KM) SOUTH OF GRACEVILLE AND 0.7 MI (1.1 KM) NORTH OF CLINTON.
 DL3446'GO 1.0 MI (1.6 KM) NORTH ALONG TRUNK HIGHWAY 75 FROM THE JUNCTION OF
 DL3446'TRUNK HIGHWAY 75 AND COUNTY ROAD 6 IN CLINTON, AT TRUNK HIGHWAY 75
 DL3446'MILE POINT 147.85.
 DL3446'
 DL3446'THE STATION IS 74.5 FT (22.7 M) WEST OF TRUNK HIGHWAY 75, 30.4 FT (9.3
 DL3446'M) SOUTH OF A FIELD ENTRANCE AND 1.2 FT (0.4 M) EAST OF ITS WITNESS
 DL3446'POST.
 DL3446
 DL3446                          STATION RECOVERY (2015)
 DL3446
 DL3446'RECOVERY NOTE BY MN DEPT OF TRANSP 2015 (MAS)
 DL3446'RECOVERED AS DESCRIBED.
 DL3446
 DL3446                          STATION RECOVERY (2024)
 DL3446
 DL3446'RECOVERY NOTE BY MN DEPT OF TRANSP 2024 (MPP)
 DL3446'THE MARK IS LOCATED ABOUT 0.5 MI (0.8 KM) NORTH OF CLINTON, 1.0 MI
 DL3446'(1.6 KM) NORTH ALONG TRUNK HIGHWAY 75 FROM THE JUNCTION OF TRUNK
 DL3446'HIGHWAY 75 AND COUNTY ROAD 6 IN CLINTON, AT TRUNK HIGHWAY 75 MILE
 DL3446'POINT 147.85, 74.5 FT (22.7 M) WEST OF TRUNK HIGHWAY 75, 30.4 FT (9.3
 DL3446'M) SOUTH OF A FIELD ENTRANCE, 1.2 FT (0.4 M) EAST OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DS3492 ***********************************************************************
 DS3492  HT_MOD      -  This is a Height Modernization Survey Station.
 DS3492  DESIGNATION -  0608 G RESET
 DS3492  PID         -  DS3492
 DS3492  STATE/COUNTY-  MN/BIG STONE
 DS3492  COUNTRY     -  US
 DS3492  USGS QUAD   -  CLINTON (2019)
 DS3492
 DS3492                         *CURRENT SURVEY CONTROL
 DS3492  ______________________________________________________________________
 DS3492* NAD 83(2011) POSITION- 45 27 21.86257(N) 096 25 58.57639(W)   ADJUSTED
 DS3492* NAD 83(2011) ELLIP HT-   325.345 (meters)        (04/10/25)   ADJUSTED
 DS3492* NAD 83(2011) EPOCH   -  2010.00
 DS3492* NAVD 88 ORTHO HEIGHT -   351.47  (meters)     1153.1   (feet) GPS OBS
 DS3492  ______________________________________________________________________
 DS3492  GEOID HEIGHT    -        -26.129 (meters)                     GEOID18
 DS3492  NAD 83(2011) X  -   -502,145.855 (meters)                     COMP
 DS3492  NAD 83(2011) Y  - -4,453,617.150 (meters)                     COMP
 DS3492  NAD 83(2011) Z  -  4,523,277.838 (meters)                     COMP
 DS3492  LAPLACE CORR    -         -1.29  (seconds)                    DEFLEC18
 DS3492
 DS3492  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DS3492  Standards:
 DS3492         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DS3492            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DS3492  -------------------------------------------------------------------
 DS3492  NETWORK    0.29   0.55           0.13   0.10   0.28     -0.00729767
 DS3492  -------------------------------------------------------------------
 DS3492  Click here for local accuracies and other accuracy information.
 DS3492
 DS3492.The horizontal coordinates were established by GPS observations
 DS3492.and adjusted by the MN DEPT OF TRANSP in April 2025.
 DS3492
 DS3492.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DS3492.been affixed to the stable North American tectonic plate. See 
 DS3492.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DS3492
 DS3492.The horizontal coordinates are valid at the epoch date displayed above
 DS3492.which is a decimal equivalence of Year/Month/Day.
 DS3492
 DS3492.The orthometric height was determined by GPS observations and a
 DS3492.high-resolution geoid model using precise GPS observation and
 DS3492.processing techniques.
 DS3492
 DS3492.Significant digits in the geoid height do not necessarily reflect accuracy.
 DS3492.GEOID18 height accuracy estimate available here.
 DS3492
 DS3492.Click photographs - Photos may exist for this station.
 DS3492
 DS3492.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DS3492
 DS3492.The Laplace correction was computed from DEFLEC18 derived deflections.
 DS3492
 DS3492.The ellipsoidal height was determined by GPS observations
 DS3492.and is referenced to NAD 83.
 DS3492
 DS3492. The following values were computed from the NAD 83(2011) position.
 DS3492
 DS3492;                    North         East     Units Scale Factor Converg.
 DS3492;SPC MN S     -   375,745.234   609,714.942   MT  1.00006113   -1 42 19.1
 DS3492;SPC MN S     - 1,232,757.49  2,000,373.11   sFT  1.00006113   -1 42 19.1
 DS3492;UTM  14      - 5,036,821.997   700,711.262   MT  1.00009533   +1 49 48.7
 DS3492
 DS3492!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DS3492!SPC MN S     -   0.99994900  x   1.00006113  =   1.00001012
 DS3492!UTM  14      -   0.99994900  x   1.00009533  =   1.00004432
 DS3492
 DS3492_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQR0071136821(NAD 83)
 DS3492
 DS3492                          SUPERSEDED SURVEY CONTROL
 DS3492
 DS3492.No superseded survey control is available for this station.
 DS3492
 DS3492_MARKER: I = METAL ROD
 DS3492_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DS3492_STAMPING: 0608 G RESET 2023
 DS3492_MARK LOGO: MNDT
 DS3492_PROJECTION: RECESSED 3 CENTIMETERS
 DS3492_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DS3492_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DS3492_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DS3492+SATELLITE: SATELLITE OBSERVATIONS - August 14, 2024
 DS3492_ROD/PIPE-DEPTH: 6.1 meters
 DS3492
 DS3492  HISTORY     - Date     Condition        Report By
 DS3492  HISTORY     - 20230927 MONUMENTED       MNDT
 DS3492  HISTORY     - 20240814 GOOD             MNDT
 DS3492
 DS3492                          STATION DESCRIPTION
 DS3492
 DS3492'DESCRIBED BY MN DEPT OF TRANSP 2024 (MPP)
 DS3492'THE MARK IS LOCATED ABOUT IN CLINTON, 0.3 MI (0.5 KM) SOUTH ON TRUNK
 DS3492'HIGHWAY 75 FROM THE INTERSECTION OF TRUNK HIGHWAY 75 AND MAIN STREET
 DS3492'IN CLINTON, AT TRUNK HIGHWAY 75 MILE POINT 146.8, 57.4 FT (17.5 M)
 DS3492'EAST OF TRUNK HIGHWAY 75, 48.7 FT (14.8 M) SOUTH OF COUNTY ROAD 6,
 DS3492'34.6 FT (10.5 M) WEST-SOUTHWEST OF PEDESTAL NUMBER 414, 52.7 FT (16.1
 DS3492'M) WEST OF A POWER POLE, 0.9 FT (27 CM) WEST OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DL3444 ***********************************************************************
 DL3444  DESIGNATION -  0608 H
 DL3444  PID         -  DL3444
 DL3444  STATE/COUNTY-  MN/BIG STONE
 DL3444  COUNTRY     -  US
 DL3444  USGS QUAD   -  CLINTON (2019)
 DL3444
 DL3444                         *CURRENT SURVEY CONTROL
 DL3444  ______________________________________________________________________
 DL3444* NAD 83(2011) POSITION- 45 26 27.57694(N) 096 25 52.25255(W)   ADJUSTED
 DL3444* NAD 83(2011) ELLIP HT-   323.679 (meters)        (04/10/25)   ADJUSTED
 DL3444* NAD 83(2011) EPOCH   -  2010.00
 DL3444* NAVD 88 ORTHO HEIGHT -   349.808 (meters)     1147.66  (feet) ADJUSTED
 DL3444  ______________________________________________________________________
 DL3444  GEOID HEIGHT    -        -26.134 (meters)                     GEOID18
 DL3444  NAD 83(2011) X  -   -502,142.961 (meters)                     COMP
 DL3444  NAD 83(2011) Y  - -4,454,818.226 (meters)                     COMP
 DL3444  NAD 83(2011) Z  -  4,522,100.845 (meters)                     COMP
 DL3444  LAPLACE CORR    -         -1.54  (seconds)                    DEFLEC18
 DL3444  DYNAMIC HEIGHT  -        349.789 (meters)     1147.60  (feet) COMP
 DL3444  MODELED GRAVITY -    980,553.9   (mgal)                       NAVD 88
 DL3444
 DL3444  VERT ORDER      -  SECOND    CLASS I
 DL3444
 DL3444  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DL3444  Standards:
 DL3444         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DL3444            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DL3444  -------------------------------------------------------------------
 DL3444  NETWORK    0.50   0.84           0.23   0.17   0.43     -0.00833837
 DL3444  -------------------------------------------------------------------
 DL3444  Click here for local accuracies and other accuracy information.
 DL3444
 DL3444.The horizontal coordinates were established by GPS observations
 DL3444.and adjusted by the MN DEPT OF TRANSP in April 2025.
 DL3444
 DL3444.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DL3444.been affixed to the stable North American tectonic plate. See 
 DL3444.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DL3444
 DL3444.The horizontal coordinates are valid at the epoch date displayed above
 DL3444.which is a decimal equivalence of Year/Month/Day.
 DL3444
 DL3444.The orthometric height was determined by differential leveling and
 DL3444.adjusted by the NATIONAL GEODETIC SURVEY
 DL3444.in July 2009.
 DL3444
 DL3444.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL3444.GEOID18 height accuracy estimate available here.
 DL3444
 DL3444.Click photographs - Photos may exist for this station.
 DL3444
 DL3444.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DL3444
 DL3444.The Laplace correction was computed from DEFLEC18 derived deflections.
 DL3444
 DL3444.The ellipsoidal height was determined by GPS observations
 DL3444.and is referenced to NAD 83.
 DL3444
 DL3444.The dynamic height is computed by dividing the NAVD 88
 DL3444.geopotential number by the normal gravity value computed on the
 DL3444.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL3444.degrees latitude (g = 980.6199 gals.).
 DL3444
 DL3444.The modeled gravity was interpolated from observed gravity values.
 DL3444
 DL3444. The following values were computed from the NAD 83(2011) position.
 DL3444
 DL3444;                    North         East     Units Scale Factor Converg.
 DL3444;SPC MN S     -   374,065.862   609,802.450   MT  1.00005676   -1 42 14.7
 DL3444;SPC MN S     - 1,227,247.75  2,000,660.20   sFT  1.00005676   -1 42 14.7
 DL3444;UTM  14      - 5,035,151.155   700,902.165   MT  1.00009627   +1 49 51.5
 DL3444
 DL3444!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DL3444!SPC MN S     -   0.99994926  x   1.00005676  =   1.00000601
 DL3444!UTM  14      -   0.99994926  x   1.00009627  =   1.00004552
 DL3444
 DL3444_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQR0090235151(NAD 83)
 DL3444
 DL3444                          SUPERSEDED SURVEY CONTROL
 DL3444
 DL3444.No superseded survey control is available for this station.
 DL3444
 DL3444_MARKER: DD = SURVEY DISK
 DL3444_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DL3444_STAMPING: 0608 H 2005
 DL3444_MARK LOGO: MNDT
 DL3444_PROJECTION: FLUSH
 DL3444_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DL3444_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL3444_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL3444+SATELLITE: SATELLITE OBSERVATIONS - August 14, 2024
 DL3444_ROD/PIPE-DEPTH: 4.6 meters
 DL3444
 DL3444  HISTORY     - Date     Condition        Report By
 DL3444  HISTORY     - 20050921 MONUMENTED       MNDT
 DL3444  HISTORY     - 20240814 GOOD             MNDT
 DL3444
 DL3444                          STATION DESCRIPTION
 DL3444
 DL3444'DESCRIBED BY MN DEPT OF TRANSP 2005
 DL3444'THE STATION IS LOCATED ABOUT 9.4 MI (15.1 KM) NORTH OF ORTONVILLE, 8.9
 DL3444'MI (14.3 KM) SOUTH OF GRACEVILLE AND 1.3 MI (2.1 KM) SOUTH OF CLINTON.
 DL3444'GO 1.0 MI (1.6 KM) SOUTH ALONG TRUNK HIGHWAY 75 FROM THE JUNCTION OF
 DL3444'TRUNK HIGHWAY 75 AND COUNTY ROAD 6 IN CLINTON TO TRUNK HIGHWAY 75 MILE
 DL3444'POINT 145.80.
 DL3444'
 DL3444'THE STATION IS 62.4 FT (19.0 M) EAST OF TRUNK HIGHWAY 75, 46.8 FT
 DL3444'(14.3 M) SOUTH OF DRIVEWAY NUMBER 32010, 27.9 FT (8.5 M) FROM A POWER
 DL3444'POLE NUMBER 28351 AND 1.1 FT (0.3 M) WEST OF ITS WITNESS POST.
 DL3444
 DL3444                          STATION RECOVERY (2024)
 DL3444
 DL3444'RECOVERY NOTE BY MN DEPT OF TRANSP 2024 (MPP)
 DL3444'THE MARK IS LOCATED ABOUT 1.4 MI (2.3 KM) SOUTH OF CLINTON, 1.0 MI
 DL3444'(1.6 KM) SOUTH ALONG TRUNK HIGHWAY 75 FROM THE JUNCTION OF TRUNK
 DL3444'HIGHWAY 75 AND COUNTY ROAD 6 IN CLINTON, AT TRUNK HIGHWAY 75 MILE
 DL3444'POINT 145.80, 62.4 FT (19.0 M) EAST OF TRUNK HIGHWAY 75, 46.8 FT (14.3
 DL3444'M) SOUTH OF DRIVEWAY NUMBER 32010, 27.9 FT (8.5 M) FROM POWER POLE
 DL3444'NUMBER 28351, 1.0 FT (0.3 M) NORTH OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DL3443 ***********************************************************************
 DL3443  DESIGNATION -  0608 J
 DL3443  PID         -  DL3443
 DL3443  STATE/COUNTY-  MN/BIG STONE
 DL3443  COUNTRY     -  US
 DL3443  USGS QUAD   -  CLINTON (2019)
 DL3443
 DL3443                         *CURRENT SURVEY CONTROL
 DL3443  ______________________________________________________________________
 DL3443* NAD 83(2011) POSITION- 45 25 40.90549(N) 096 25 52.94543(W)   ADJUSTED
 DL3443* NAD 83(2011) ELLIP HT-   316.549 (meters)        (04/10/25)   ADJUSTED
 DL3443* NAD 83(2011) EPOCH   -  2010.00
 DL3443* NAVD 88 ORTHO HEIGHT -   342.679 (meters)     1124.27  (feet) ADJUSTED
 DL3443  ______________________________________________________________________
 DL3443  GEOID HEIGHT    -        -26.138 (meters)                     GEOID18
 DL3443  NAD 83(2011) X  -   -502,272.357 (meters)                     COMP
 DL3443  NAD 83(2011) Y  - -4,455,831.694 (meters)                     COMP
 DL3443  NAD 83(2011) Z  -  4,521,084.632 (meters)                     COMP
 DL3443  LAPLACE CORR    -         -1.80  (seconds)                    DEFLEC18
 DL3443  DYNAMIC HEIGHT  -        342.661 (meters)     1124.21  (feet) COMP
 DL3443  MODELED GRAVITY -    980,553.1   (mgal)                       NAVD 88
 DL3443
 DL3443  VERT ORDER      -  SECOND    CLASS I
 DL3443
 DL3443  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DL3443  Standards:
 DL3443         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DL3443            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DL3443  -------------------------------------------------------------------
 DL3443  NETWORK    0.50   0.84           0.23   0.17   0.43     -0.03498039
 DL3443  -------------------------------------------------------------------
 DL3443  Click here for local accuracies and other accuracy information.
 DL3443
 DL3443.The horizontal coordinates were established by GPS observations
 DL3443.and adjusted by the MN DEPT OF TRANSP in April 2025.
 DL3443
 DL3443.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DL3443.been affixed to the stable North American tectonic plate. See 
 DL3443.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DL3443
 DL3443.The horizontal coordinates are valid at the epoch date displayed above
 DL3443.which is a decimal equivalence of Year/Month/Day.
 DL3443
 DL3443.The orthometric height was determined by differential leveling and
 DL3443.adjusted by the NATIONAL GEODETIC SURVEY
 DL3443.in July 2009.
 DL3443
 DL3443.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL3443.GEOID18 height accuracy estimate available here.
 DL3443
 DL3443.Click photographs - Photos may exist for this station.
 DL3443
 DL3443.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DL3443
 DL3443.The Laplace correction was computed from DEFLEC18 derived deflections.
 DL3443
 DL3443.The ellipsoidal height was determined by GPS observations
 DL3443.and is referenced to NAD 83.
 DL3443
 DL3443.The dynamic height is computed by dividing the NAVD 88
 DL3443.geopotential number by the normal gravity value computed on the
 DL3443.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL3443.degrees latitude (g = 980.6199 gals.).
 DL3443
 DL3443.The modeled gravity was interpolated from observed gravity values.
 DL3443
 DL3443. The following values were computed from the NAD 83(2011) position.
 DL3443
 DL3443;                    North         East     Units Scale Factor Converg.
 DL3443;SPC MN S     -   372,626.014   609,744.544   MT  1.00005306   -1 42 15.2
 DL3443;SPC MN S     - 1,222,523.85  2,000,470.22   sFT  1.00005306   -1 42 15.2
 DL3443;UTM  14      - 5,033,710.416   700,933.146   MT  1.00009643   +1 49 49.5
 DL3443
 DL3443!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DL3443!SPC MN S     -   0.99995037  x   1.00005306  =   1.00000343
 DL3443!UTM  14      -   0.99995037  x   1.00009643  =   1.00004680
 DL3443
 DL3443_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQR0093333710(NAD 83)
 DL3443
 DL3443                          SUPERSEDED SURVEY CONTROL
 DL3443
 DL3443.No superseded survey control is available for this station.
 DL3443
 DL3443_MARKER: DD = SURVEY DISK
 DL3443_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DL3443_STAMPING: 0608 J 2005
 DL3443_MARK LOGO: MNDT
 DL3443_PROJECTION: FLUSH
 DL3443_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DL3443_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL3443_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL3443+SATELLITE: SATELLITE OBSERVATIONS - August 14, 2024
 DL3443_ROD/PIPE-DEPTH: 3.0 meters
 DL3443
 DL3443  HISTORY     - Date     Condition        Report By
 DL3443  HISTORY     - 20050921 MONUMENTED       MNDT
 DL3443  HISTORY     - 20240814 GOOD             MNDT
 DL3443
 DL3443                          STATION DESCRIPTION
 DL3443
 DL3443'DESCRIBED BY MN DEPT OF TRANSP 2005
 DL3443'THE STATION IS LOCATED ABOUT 9.7 MI (15.6 KM) SOUTH OF GRACEVILLE, 8.5
 DL3443'MI (13.7 KM) NORTH OF ORTONVILLE AND 2.2 MI (3.5 KM) SOUTH OF CLINTON.
 DL3443'GO 1.95 MI (3.1 KM) SOUTH ALONG TRUNK HIGHWAY 75 FROM THE JUNCTION OF
 DL3443'TRUNK HIGHWAY 75 AND COUNTY ROAD 6 IN CLINTON TO TRUNK HIGHWAY 75 MILE
 DL3443'POINT 144.9.
 DL3443'
 DL3443'THE STATION IS 64.8 FT (19.8 M) EAST OF TRUNK HIGHWAY 75, 45.6 FT
 DL3443'(13.9 M) SOUTH OF A FIELD ENTRANCE, 0.9 FT (0.3 M) WEST OF ITS WITNESS
 DL3443'POST.
 DL3443
 DL3443                          STATION RECOVERY (2024)
 DL3443
 DL3443'RECOVERY NOTE BY MN DEPT OF TRANSP 2024 (MPP)
 DL3443'THE MARK IS LOCATED ABOUT 2.0 MI (3.2 KM) SOUTH OF CLINTON, 1.95 MI
 DL3443'(3.14 KM) SOUTH ALONG TRUNK HIGHWAY 75 FROM THE JUNCTION OF TRUNK
 DL3443'HIGHWAY 75 AND COUNTY ROAD 6 IN CLINTON, AT TRUNK HIGHWAY 75 MILE
 DL3443'POINT 144.9, 64.8 FT (19.8 M) EAST OF TRUNK HIGHWAY 75, 45.6 FT (13.9
 DL3443'M) SOUTH OF A FIELD ENTRANCE, 0.9 FT (27 CM) WEST OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DL3442 ***********************************************************************
 DL3442  DESIGNATION -  0608 K
 DL3442  PID         -  DL3442
 DL3442  STATE/COUNTY-  MN/BIG STONE
 DL3442  COUNTRY     -  US
 DL3442  USGS QUAD   -  CLINTON (2019)
 DL3442
 DL3442                         *CURRENT SURVEY CONTROL
 DL3442  ______________________________________________________________________
 DL3442* NAD 83(2011) POSITION- 45 24 47.37928(N) 096 25 54.63970(W)   ADJUSTED
 DL3442* NAD 83(2011) ELLIP HT-   314.726 (meters)        (04/10/25)   ADJUSTED
 DL3442* NAD 83(2011) EPOCH   -  2010.00
 DL3442* NAVD 88 ORTHO HEIGHT -   340.844 (meters)     1118.25  (feet) ADJUSTED
 DL3442  ______________________________________________________________________
 DL3442  GEOID HEIGHT    -        -26.141 (meters)                     GEOID18
 DL3442  NAD 83(2011) X  -   -502,440.672 (meters)                     COMP
 DL3442  NAD 83(2011) Y  - -4,456,995.967 (meters)                     COMP
 DL3442  NAD 83(2011) Z  -  4,519,923.410 (meters)                     COMP
 DL3442  LAPLACE CORR    -         -1.93  (seconds)                    DEFLEC18
 DL3442  DYNAMIC HEIGHT  -        340.825 (meters)     1118.19  (feet) COMP
 DL3442  MODELED GRAVITY -    980,552.2   (mgal)                       NAVD 88
 DL3442
 DL3442  VERT ORDER      -  SECOND    CLASS I
 DL3442
 DL3442  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DL3442  Standards:
 DL3442         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DL3442            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DL3442  -------------------------------------------------------------------
 DL3442  NETWORK    0.49   0.82           0.22   0.17   0.42     -0.07424253
 DL3442  -------------------------------------------------------------------
 DL3442  Click here for local accuracies and other accuracy information.
 DL3442
 DL3442.The horizontal coordinates were established by GPS observations
 DL3442.and adjusted by the MN DEPT OF TRANSP in April 2025.
 DL3442
 DL3442.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DL3442.been affixed to the stable North American tectonic plate. See 
 DL3442.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DL3442
 DL3442.The horizontal coordinates are valid at the epoch date displayed above
 DL3442.which is a decimal equivalence of Year/Month/Day.
 DL3442
 DL3442.The orthometric height was determined by differential leveling and
 DL3442.adjusted by the NATIONAL GEODETIC SURVEY
 DL3442.in July 2009.
 DL3442
 DL3442.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL3442.GEOID18 height accuracy estimate available here.
 DL3442
 DL3442.Click photographs - Photos may exist for this station.
 DL3442
 DL3442.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DL3442
 DL3442.The Laplace correction was computed from DEFLEC18 derived deflections.
 DL3442
 DL3442.The ellipsoidal height was determined by GPS observations
 DL3442.and is referenced to NAD 83.
 DL3442
 DL3442.The dynamic height is computed by dividing the NAVD 88
 DL3442.geopotential number by the normal gravity value computed on the
 DL3442.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL3442.degrees latitude (g = 980.6199 gals.).
 DL3442
 DL3442.The modeled gravity was interpolated from observed gravity values.
 DL3442
 DL3442. The following values were computed from the NAD 83(2011) position.
 DL3442
 DL3442;                    North         East     Units Scale Factor Converg.
 DL3442;SPC MN S     -   370,975.283   609,658.572   MT  1.00004888   -1 42 16.4
 DL3442;SPC MN S     - 1,217,108.07  2,000,188.16   sFT  1.00004888   -1 42 16.4
 DL3442;UTM  14      - 5,032,057.450   700,949.102   MT  1.00009651   +1 49 46.6
 DL3442
 DL3442!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DL3442!SPC MN S     -   0.99995066  x   1.00004888  =   0.99999954
 DL3442!UTM  14      -   0.99995066  x   1.00009651  =   1.00004717
 DL3442
 DL3442_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQR0094932057(NAD 83)
 DL3442
 DL3442                          SUPERSEDED SURVEY CONTROL
 DL3442
 DL3442.No superseded survey control is available for this station.
 DL3442
 DL3442_MARKER: DD = SURVEY DISK
 DL3442_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 DL3442+WITH SETTING: INFORMATION.
 DL3442_STAMPING: 0608 K 2005
 DL3442_MARK LOGO: MNDT
 DL3442_PROJECTION: FLUSH
 DL3442_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DL3442_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DL3442_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL3442+SATELLITE: SATELLITE OBSERVATIONS - August 14, 2024
 DL3442_ROD/PIPE-DEPTH: 2.4 meters
 DL3442
 DL3442  HISTORY     - Date     Condition        Report By
 DL3442  HISTORY     - 20050921 MONUMENTED       MNDT
 DL3442  HISTORY     - 20240814 GOOD             MNDT
 DL3442
 DL3442                          STATION DESCRIPTION
 DL3442
 DL3442'DESCRIBED BY MN DEPT OF TRANSP 2005
 DL3442'THE STATION IS LOCATED ABOUT 10.8 MI (17.4 KM) SOUTH OF GRACEVILLE,
 DL3442'7.5 MI (12.1 KM) NORTH OF ORTONVILLE AND 3.3 MI (5.3 KM) SOUTH OF
 DL3442'CLINTON.
 DL3442'
 DL3442'GO 3.0 MI (4.8 KM) SOUTH ALONG TRUNK HIGHWAY 75 FROM THE JUNCTION OF
 DL3442'TRUNK HIGHWAY 75 AND COUNTY ROAD 6 IN CLINTON TO TRUNK HIGHWAY 75 MILE
 DL3442'POINT 143.9.
 DL3442'
 DL3442'THE STATION IS 52.3 FT (15.9 M) WEST OF TRUNK HIGHWAY 75, 35.5 FT
 DL3442'(10.8 M) NORTH OF A FIELD ENTRANCE AND 0.9 FT (0.3 M) EAST OF ITS
 DL3442'WITNESS POST.
 DL3442
 DL3442                          STATION RECOVERY (2024)
 DL3442
 DL3442'RECOVERY NOTE BY MN DEPT OF TRANSP 2024 (MPP)
 DL3442'THE MARK IS LOCATED ABOUT 3.0 MI (4.8 KM) SOUTH OF CLINTON, 3.0 MI
 DL3442'(4.8 KM) SOUTH ALONG TRUNK HIGHWAY 75 FROM THE JUNCTION OF TRUNK
 DL3442'HIGHWAY 75 AND COUNTY ROAD 6 IN CLINTON, AT TRUNK HIGHWAY 75 MILE
 DL3442'POINT 143.9, 52.3 FT (15.9 M) WEST OF TRUNK HIGHWAY 75, 35.5 FT (10.8
 DL3442'M) NORTH OF THE FIELD ENTRANCE, 1.0 FT (0.3 M) SOUTH OF A WITNESS
 DL3442'POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DL3441 ***********************************************************************
 DL3441  DESIGNATION -  0608 L
 DL3441  PID         -  DL3441
 DL3441  STATE/COUNTY-  MN/BIG STONE
 DL3441  COUNTRY     -  US
 DL3441  USGS QUAD   -  CLINTON (2019)
 DL3441
 DL3441                         *CURRENT SURVEY CONTROL
 DL3441  ______________________________________________________________________
 DL3441* NAD 83(2011) POSITION- 45 24 00.02655(N) 096 25 51.70146(W)   ADJUSTED
 DL3441* NAD 83(2011) ELLIP HT-   309.078 (meters)        (04/10/25)   ADJUSTED
 DL3441* NAD 83(2011) EPOCH   -  2010.00
 DL3441* NAVD 88 ORTHO HEIGHT -   335.210 (meters)     1099.77  (feet) ADJUSTED
 DL3441  ______________________________________________________________________
 DL3441  GEOID HEIGHT    -        -26.145 (meters)                     GEOID18
 DL3441  NAD 83(2011) X  -   -502,493.344 (meters)                     COMP
 DL3441  NAD 83(2011) Y  - -4,458,033.698 (meters)                     COMP
 DL3441  NAD 83(2011) Z  -  4,518,892.993 (meters)                     COMP
 DL3441  LAPLACE CORR    -         -2.04  (seconds)                    DEFLEC18
 DL3441  DYNAMIC HEIGHT  -        335.191 (meters)     1099.71  (feet) COMP
 DL3441  MODELED GRAVITY -    980,551.4   (mgal)                       NAVD 88
 DL3441
 DL3441  VERT ORDER      -  SECOND    CLASS I
 DL3441
 DL3441  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DL3441  Standards:
 DL3441         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DL3441            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DL3441  -------------------------------------------------------------------
 DL3441  NETWORK    0.51   0.82           0.23   0.18   0.42      0.03229041
 DL3441  -------------------------------------------------------------------
 DL3441  Click here for local accuracies and other accuracy information.
 DL3441
 DL3441.The horizontal coordinates were established by GPS observations
 DL3441.and adjusted by the MN DEPT OF TRANSP in April 2025.
 DL3441
 DL3441.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DL3441.been affixed to the stable North American tectonic plate. See 
 DL3441.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DL3441
 DL3441.The horizontal coordinates are valid at the epoch date displayed above
 DL3441.which is a decimal equivalence of Year/Month/Day.
 DL3441
 DL3441.The orthometric height was determined by differential leveling and
 DL3441.adjusted by the NATIONAL GEODETIC SURVEY
 DL3441.in July 2009.
 DL3441
 DL3441.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL3441.GEOID18 height accuracy estimate available here.
 DL3441
 DL3441.Click photographs - Photos may exist for this station.
 DL3441
 DL3441.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DL3441
 DL3441.The Laplace correction was computed from DEFLEC18 derived deflections.
 DL3441
 DL3441.The ellipsoidal height was determined by GPS observations
 DL3441.and is referenced to NAD 83.
 DL3441
 DL3441.The dynamic height is computed by dividing the NAVD 88
 DL3441.geopotential number by the normal gravity value computed on the
 DL3441.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL3441.degrees latitude (g = 980.6199 gals.).
 DL3441
 DL3441.The modeled gravity was interpolated from observed gravity values.
 DL3441
 DL3441. The following values were computed from the NAD 83(2011) position.
 DL3441
 DL3441;                    North         East     Units Scale Factor Converg.
 DL3441;SPC MN S     -   369,512.080   609,678.964   MT  1.00004523   -1 42 14.3
 DL3441;SPC MN S     - 1,212,307.55  2,000,255.07   sFT  1.00004523   -1 42 14.3
 DL3441;UTM  14      - 5,030,598.214   701,059.652   MT  1.00009705   +1 49 47.2
 DL3441
 DL3441!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DL3441!SPC MN S     -   0.99995155  x   1.00004523  =   0.99999677
 DL3441!UTM  14      -   0.99995155  x   1.00009705  =   1.00004859
 DL3441
 DL3441_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQR0105930598(NAD 83)
 DL3441
 DL3441                          SUPERSEDED SURVEY CONTROL
 DL3441
 DL3441.No superseded survey control is available for this station.
 DL3441
 DL3441_MARKER: DD = SURVEY DISK
 DL3441_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DL3441_STAMPING: 0608 L 2005
 DL3441_MARK LOGO: MNDT
 DL3441_PROJECTION: FLUSH
 DL3441_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DL3441_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL3441_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL3441+SATELLITE: SATELLITE OBSERVATIONS - August 14, 2024
 DL3441_ROD/PIPE-DEPTH: 6.1 meters
 DL3441
 DL3441  HISTORY     - Date     Condition        Report By
 DL3441  HISTORY     - 20050921 MONUMENTED       MNDT
 DL3441  HISTORY     - 20240814 GOOD             MNDT
 DL3441
 DL3441                          STATION DESCRIPTION
 DL3441
 DL3441'DESCRIBED BY MN DEPT OF TRANSP 2005
 DL3441'THE STATION IS LOCATED ABOUT 10.9 MI (17.5 KM) NORTH-NORTHWEST OF
 DL3441'ODESSA, 6.6 MI (10.6 KM) NORTH OF ORTONVILLE AND 4.2 MI (6.8 KM) SOUTH
 DL3441'OF CLINTON.
 DL3441'
 DL3441'GO 3.95 MI (6.4 KM) SOUTH ALONG TRUNK HIGHWAY 75 FROM JUNCTION OF
 DL3441'TRUNK HIGHWAY 75 AND COUNTY ROAD 6 IN CLINTON TO TRUNK HIGHWAY MILE
 DL3441'POINT 142.95.
 DL3441'
 DL3441'THE STATION IS 77.2 FT (23.5 M) EAST OF TRUNK HIGHWAY 75, 40.7 FT
 DL3441'(12.4 M) NORTH OF DRIVEWAY EAST AND 0.9 FT (0.3 M) WEST OF ITS WITNESS
 DL3441'POST.
 DL3441
 DL3441                          STATION RECOVERY (2024)
 DL3441
 DL3441'RECOVERY NOTE BY MN DEPT OF TRANSP 2024 (MPP)
 DL3441'THE MARK IS LOCATED ABOUT 4.0 MI (6.4 KM) SOUTH OF CLINTON, 3.95 MI
 DL3441'(6.36 KM) SOUTH ALONG TRUNK HIGHWAY 75 FROM THE JUNCTION OF TRUNK
 DL3441'HIGHWAY 75 AND COUNTY ROAD 6 IN CLINTON, AT TRUNK HIGHWAY MILE POINT
 DL3441'142.95, 77.2 FT (23.5 M) EAST OF TRUNK HIGHWAY 75, 40.7 FT (12.4 M)
 DL3441'NORTH OF DRIVEWAY NUMBER 34900, 6.8 FT (2.1 M) NORTHEAST OF A POWER
 DL3441'POLE, 1.0 FT (0.3 M) SOUTH OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DL3440 ***********************************************************************
 DL3440  DESIGNATION -  0608 M
 DL3440  PID         -  DL3440
 DL3440  STATE/COUNTY-  MN/BIG STONE
 DL3440  COUNTRY     -  US
 DL3440  USGS QUAD   -  CLINTON (2019)
 DL3440
 DL3440                         *CURRENT SURVEY CONTROL
 DL3440  ______________________________________________________________________
 DL3440* NAD 83(2011) POSITION- 45 23 01.77835(N) 096 25 50.77860(W)   ADJUSTED
 DL3440* NAD 83(2011) ELLIP HT-   331.625 (meters)        (04/10/25)   ADJUSTED
 DL3440* NAD 83(2011) EPOCH   -  2010.00
 DL3440* NAVD 88 ORTHO HEIGHT -   357.753 (meters)     1173.73  (feet) ADJUSTED
 DL3440  ______________________________________________________________________
 DL3440  GEOID HEIGHT    -        -26.145 (meters)                     GEOID18
 DL3440  NAD 83(2011) X  -   -502,618.567 (meters)                     COMP
 DL3440  NAD 83(2011) Y  - -4,459,323.906 (meters)                     COMP
 DL3440  NAD 83(2011) Z  -  4,517,646.160 (meters)                     COMP
 DL3440  LAPLACE CORR    -         -2.02  (seconds)                    DEFLEC18
 DL3440  DYNAMIC HEIGHT  -        357.733 (meters)     1173.66  (feet) COMP
 DL3440  MODELED GRAVITY -    980,550.5   (mgal)                       NAVD 88
 DL3440
 DL3440  VERT ORDER      -  SECOND    CLASS I
 DL3440
 DL3440  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DL3440  Standards:
 DL3440         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DL3440            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DL3440  -------------------------------------------------------------------
 DL3440  NETWORK    0.52   0.84           0.23   0.19   0.43     -0.06179001
 DL3440  -------------------------------------------------------------------
 DL3440  Click here for local accuracies and other accuracy information.
 DL3440
 DL3440.The horizontal coordinates were established by GPS observations
 DL3440.and adjusted by the MN DEPT OF TRANSP in April 2025.
 DL3440
 DL3440.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DL3440.been affixed to the stable North American tectonic plate. See 
 DL3440.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DL3440
 DL3440.The horizontal coordinates are valid at the epoch date displayed above
 DL3440.which is a decimal equivalence of Year/Month/Day.
 DL3440
 DL3440.The orthometric height was determined by differential leveling and
 DL3440.adjusted by the NATIONAL GEODETIC SURVEY
 DL3440.in July 2009.
 DL3440
 DL3440.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL3440.GEOID18 height accuracy estimate available here.
 DL3440
 DL3440.Click photographs - Photos may exist for this station.
 DL3440
 DL3440.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DL3440
 DL3440.The Laplace correction was computed from DEFLEC18 derived deflections.
 DL3440
 DL3440.The ellipsoidal height was determined by GPS observations
 DL3440.and is referenced to NAD 83.
 DL3440
 DL3440.The dynamic height is computed by dividing the NAVD 88
 DL3440.geopotential number by the normal gravity value computed on the
 DL3440.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL3440.degrees latitude (g = 980.6199 gals.).
 DL3440
 DL3440.The modeled gravity was interpolated from observed gravity values.
 DL3440
 DL3440. The following values were computed from the NAD 83(2011) position.
 DL3440
 DL3440;                    North         East     Units Scale Factor Converg.
 DL3440;SPC MN S     -   367,713.959   609,645.559   MT  1.00004082   -1 42 13.7
 DL3440;SPC MN S     - 1,206,408.21  2,000,145.47   sFT  1.00004082   -1 42 13.7
 DL3440;UTM  14      - 5,028,801.355   701,137.137   MT  1.00009744   +1 49 46.1
 DL3440
 DL3440!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DL3440!SPC MN S     -   0.99994801  x   1.00004082  =   0.99998883
 DL3440!UTM  14      -   0.99994801  x   1.00009744  =   1.00004545
 DL3440
 DL3440_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQR0113728801(NAD 83)
 DL3440
 DL3440                          SUPERSEDED SURVEY CONTROL
 DL3440
 DL3440.No superseded survey control is available for this station.
 DL3440
 DL3440_MARKER: DD = SURVEY DISK
 DL3440_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DL3440_STAMPING: 0608 M 2005
 DL3440_MARK LOGO: MNDT
 DL3440_PROJECTION: FLUSH
 DL3440_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DL3440_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL3440_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL3440+SATELLITE: SATELLITE OBSERVATIONS - August 14, 2024
 DL3440_ROD/PIPE-DEPTH: 7.6 meters
 DL3440
 DL3440  HISTORY     - Date     Condition        Report By
 DL3440  HISTORY     - 20050921 MONUMENTED       MNDT
 DL3440  HISTORY     - 20240814 GOOD             MNDT
 DL3440
 DL3440                          STATION DESCRIPTION
 DL3440
 DL3440'DESCRIBED BY MN DEPT OF TRANSP 2005
 DL3440'THE STATION IS LOCATED ABOUT 9.9 MI (15.9 KM) NORTH-NORTHWEST OF
 DL3440'ODESSA, 5.5 MI (8.8 KM) NORTH OF ORTONVILLE AND 5.3 MI (8.5 KM) SOUTH
 DL3440'OF CLINTON.
 DL3440'
 DL3440'GO 5.0 MI (8.0 KM) SOUTH ALONG TRUNK HIGHWAY 75 FROM THE JUNCTION OF
 DL3440'TRUNK HIGHWAY 75 AND COUNTY ROAD 6 IN CLINTON TO TRUNK HIGHWAY 75 MILE
 DL3440'POINT 141.9.
 DL3440'
 DL3440'THE STATION IS 72.2 FT (22.0 M) EAST OF TRUNK HIGHWAY 75, 72.6 FT
 DL3440'(22.1 M) SOUTH OF COUNTY ROAD 62, 19.3 FT (5.9 M) SOUTH OF
 DL3440'RIGHT-OF-WAY POST, 12.9 FT (3.9 M) SOUTH OF POWER POLE AND 1.1 FT (0.3
 DL3440'M) WEST OF ITS WITNESS POST.
 DL3440
 DL3440                          STATION RECOVERY (2024)
 DL3440
 DL3440'RECOVERY NOTE BY MN DEPT OF TRANSP 2024 (MPP)
 DL3440'THE MARK IS LOCATED ABOUT 5.0 MI (8.0 KM) SOUTH OF CLINTON, 5.0 MI
 DL3440'(8.0 KM) SOUTH ALONG TRUNK HIGHWAY 75 FROM THE JUNCTION OF TRUNK
 DL3440'HIGHWAY 75 AND COUNTY ROAD 6 IN CLINTON, AT TRUNK HIGHWAY 75 MILE
 DL3440'POINT 141.9, 72.2 FT (22.0 M) EAST OF TRUNK HIGHWAY 75, 72.6 FT (22.1
 DL3440'M) SOUTH OF COUNTY ROAD 62 (360TH STREET), 12.9 FT (3.9 M) SOUTH OF A
 DL3440'POWER POLE, 19.3 FT (5.9 M) SOUTH OF A RIGHT-OF-WAY POST, 1.1 FT (0.3
 DL3440'M) WEST OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DL3439 ***********************************************************************
 DL3439  DESIGNATION -  0608 N
 DL3439  PID         -  DL3439
 DL3439  STATE/COUNTY-  MN/BIG STONE
 DL3439  COUNTRY     -  US
 DL3439  USGS QUAD   -  ORTONVILLE (2019)
 DL3439
 DL3439                         *CURRENT SURVEY CONTROL
 DL3439  ______________________________________________________________________
 DL3439* NAD 83(2011) POSITION- 45 22 10.90935(N) 096 25 50.24870(W)   ADJUSTED
 DL3439* NAD 83(2011) ELLIP HT-   335.347 (meters)        (04/10/25)   ADJUSTED
 DL3439* NAD 83(2011) EPOCH   -  2010.00
 DL3439* NAVD 88 ORTHO HEIGHT -   361.466 (meters)     1185.91  (feet) ADJUSTED
 DL3439  ______________________________________________________________________
 DL3439  GEOID HEIGHT    -        -26.144 (meters)                     GEOID18
 DL3439  NAD 83(2011) X  -   -502,732.597 (meters)                     COMP
 DL3439  NAD 83(2011) Y  - -4,460,438.559 (meters)                     COMP
 DL3439  NAD 83(2011) Z  -  4,516,545.618 (meters)                     COMP
 DL3439  LAPLACE CORR    -         -1.99  (seconds)                    DEFLEC18
 DL3439  DYNAMIC HEIGHT  -        361.446 (meters)     1185.84  (feet) COMP
 DL3439  MODELED GRAVITY -    980,549.8   (mgal)                       NAVD 88
 DL3439
 DL3439  VERT ORDER      -  SECOND    CLASS I
 DL3439
 DL3439  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DL3439  Standards:
 DL3439         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DL3439            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DL3439  -------------------------------------------------------------------
 DL3439  NETWORK    0.55   0.86           0.25   0.19   0.44     -0.05291516
 DL3439  -------------------------------------------------------------------
 DL3439  Click here for local accuracies and other accuracy information.
 DL3439
 DL3439.The horizontal coordinates were established by GPS observations
 DL3439.and adjusted by the MN DEPT OF TRANSP in April 2025.
 DL3439
 DL3439.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DL3439.been affixed to the stable North American tectonic plate. See 
 DL3439.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DL3439
 DL3439.The horizontal coordinates are valid at the epoch date displayed above
 DL3439.which is a decimal equivalence of Year/Month/Day.
 DL3439
 DL3439.The orthometric height was determined by differential leveling and
 DL3439.adjusted by the NATIONAL GEODETIC SURVEY
 DL3439.in July 2009.
 DL3439
 DL3439.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL3439.GEOID18 height accuracy estimate available here.
 DL3439
 DL3439.Click photographs - Photos may exist for this station.
 DL3439
 DL3439.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DL3439
 DL3439.The Laplace correction was computed from DEFLEC18 derived deflections.
 DL3439
 DL3439.The ellipsoidal height was determined by GPS observations
 DL3439.and is referenced to NAD 83.
 DL3439
 DL3439.The dynamic height is computed by dividing the NAVD 88
 DL3439.geopotential number by the normal gravity value computed on the
 DL3439.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL3439.degrees latitude (g = 980.6199 gals.).
 DL3439
 DL3439.The modeled gravity was interpolated from observed gravity values.
 DL3439
 DL3439. The following values were computed from the NAD 83(2011) position.
 DL3439
 DL3439;                    North         East     Units Scale Factor Converg.
 DL3439;SPC MN S     -   366,143.822   609,610.390   MT  1.00003704   -1 42 13.3
 DL3439;SPC MN S     - 1,201,256.86  2,000,030.09   sFT  1.00003704   -1 42 13.3
 DL3439;UTM  14      - 5,027,231.943   701,198.797   MT  1.00009775   +1 49 44.8
 DL3439
 DL3439!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DL3439!SPC MN S     -   0.99994743  x   1.00003704  =   0.99998447
 DL3439!UTM  14      -   0.99994743  x   1.00009775  =   1.00004517
 DL3439
 DL3439_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQR0119827231(NAD 83)
 DL3439
 DL3439                          SUPERSEDED SURVEY CONTROL
 DL3439
 DL3439.No superseded survey control is available for this station.
 DL3439
 DL3439_MARKER: DD = SURVEY DISK
 DL3439_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DL3439_STAMPING: 0608 N 2005
 DL3439_MARK LOGO: MNDT
 DL3439_PROJECTION: FLUSH
 DL3439_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DL3439_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL3439_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL3439+SATELLITE: SATELLITE OBSERVATIONS - August 14, 2024
 DL3439_ROD/PIPE-DEPTH: 7.6 meters
 DL3439
 DL3439  HISTORY     - Date     Condition        Report By
 DL3439  HISTORY     - 20050921 MONUMENTED       MNDT
 DL3439  HISTORY     - 20210602 GOOD             MNDT
 DL3439  HISTORY     - 20240814 GOOD             MNDT
 DL3439
 DL3439                          STATION DESCRIPTION
 DL3439
 DL3439'DESCRIBED BY MN DEPT OF TRANSP 2005
 DL3439'THE STATION IS LOCATED ABOUT 9.1 MI (14.6 KM) NORTH-NORTHWEST OF
 DL3439'ODESSA, 6.3 MI (10.1 KM) SOUTH OF CLINTON AND 4.5 MI (7.2 KM) NORTH OF
 DL3439'ORTONVILLE.
 DL3439'
 DL3439'GO 5.0 MI (8.0 KM) NORTH ALONG TRUNK HIGHWAY 75 FROM THE JUNCTION OF
 DL3439'TRUNK HIGHWAY 75 AND TRUNK HIGHWAY 12 IN ORTONVILLE TO TRUNK HIGHWAY
 DL3439'75 MILE POINT 140.9.
 DL3439'
 DL3439'THE STATION IS 137.4 FT (41.9 M) EAST OF TRUNK HIGHWAY 75, 53.5 FT
 DL3439'(16.3 M) NORTH OF COUNTY ROAD 10, 18.1 FT (5.5 M) WEST OF RIGHT-OF-WAY
 DL3439'POST, 61.5 FT (18.7 M) EAST-NORTHEAST OF POWER POLE AND 0.9 FT (0.3 M)
 DL3439'SOUTH OF ITS WITNESS POST.
 DL3439
 DL3439                          STATION RECOVERY (2021)
 DL3439
 DL3439'RECOVERY NOTE BY MN DEPT OF TRANSP 2021 (TJD)
 DL3439'RECOVERED IN GOOD CONDITION.
 DL3439
 DL3439                          STATION RECOVERY (2024)
 DL3439
 DL3439'RECOVERY NOTE BY MN DEPT OF TRANSP 2024 (MPP)
 DL3439'THE MARK IS LOCATED ABOUT 5.0 MI (8.0 KM) NORTH OF ORTONVILLE, 5.0 MI
 DL3439'(8.0 KM) NORTH ALONG TRUNK HIGHWAY 75 FROM THE JUNCTION OF TRUNK
 DL3439'HIGHWAY 75 AND TRUNK HIGHWAY 12 IN ORTONVILLE, AT TRUNK HIGHWAY 75
 DL3439'MILE POINT 140.9, 137.4 FT (41.9 M) EAST OF TRUNK HIGHWAY 75, 53.5 FT
 DL3439'(16.3 M) NORTH OF COUNTY ROAD 10, 18.1 FT (5.5 M) WEST OF A
 DL3439'RIGHT-OF-WAY POST, 61.5 FT (18.7 M) EAST-NORTHEAST OF A POWER POLE,
 DL3439'0.9 FT (27 CM) SOUTH OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DL3438 ***********************************************************************
 DL3438  DESIGNATION -  0608 P
 DL3438  PID         -  DL3438
 DL3438  STATE/COUNTY-  MN/BIG STONE
 DL3438  COUNTRY     -  US
 DL3438  USGS QUAD   -  ORTONVILLE (2019)
 DL3438
 DL3438                         *CURRENT SURVEY CONTROL
 DL3438  ______________________________________________________________________
 DL3438* NAD 83(2011) POSITION- 45 21 18.75163(N) 096 25 57.54045(W)   ADJUSTED
 DL3438* NAD 83(2011) ELLIP HT-   318.845 (meters)        (04/10/25)   ADJUSTED
 DL3438* NAD 83(2011) EPOCH   -  2010.00
 DL3438* NAVD 88 ORTHO HEIGHT -   344.996 (meters)     1131.87  (feet) ADJUSTED
 DL3438  ______________________________________________________________________
 DL3438  GEOID HEIGHT    -        -26.137 (meters)                     GEOID18
 DL3438  NAD 83(2011) X  -   -503,017.353 (meters)                     COMP
 DL3438  NAD 83(2011) Y  - -4,461,547.876 (meters)                     COMP
 DL3438  NAD 83(2011) Z  -  4,515,402.454 (meters)                     COMP
 DL3438  LAPLACE CORR    -         -1.92  (seconds)                    DEFLEC18
 DL3438  DYNAMIC HEIGHT  -        344.976 (meters)     1131.81  (feet) COMP
 DL3438  MODELED GRAVITY -    980,549.1   (mgal)                       NAVD 88
 DL3438
 DL3438  VERT ORDER      -  SECOND    CLASS I
 DL3438
 DL3438  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DL3438  Standards:
 DL3438         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DL3438            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DL3438  -------------------------------------------------------------------
 DL3438  NETWORK    0.56   1.00           0.26   0.19   0.51     -0.04731300
 DL3438  -------------------------------------------------------------------
 DL3438  Click here for local accuracies and other accuracy information.
 DL3438
 DL3438.The horizontal coordinates were established by GPS observations
 DL3438.and adjusted by the MN DEPT OF TRANSP in April 2025.
 DL3438
 DL3438.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DL3438.been affixed to the stable North American tectonic plate. See 
 DL3438.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DL3438
 DL3438.The horizontal coordinates are valid at the epoch date displayed above
 DL3438.which is a decimal equivalence of Year/Month/Day.
 DL3438
 DL3438.The orthometric height was determined by differential leveling and
 DL3438.adjusted by the NATIONAL GEODETIC SURVEY
 DL3438.in July 2009.
 DL3438
 DL3438.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL3438.GEOID18 height accuracy estimate available here.
 DL3438
 DL3438.Click photographs - Photos may exist for this station.
 DL3438
 DL3438.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DL3438
 DL3438.The Laplace correction was computed from DEFLEC18 derived deflections.
 DL3438
 DL3438.The ellipsoidal height was determined by GPS observations
 DL3438.and is referenced to NAD 83.
 DL3438
 DL3438.The dynamic height is computed by dividing the NAVD 88
 DL3438.geopotential number by the normal gravity value computed on the
 DL3438.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL3438.degrees latitude (g = 980.6199 gals.).
 DL3438
 DL3438.The modeled gravity was interpolated from observed gravity values.
 DL3438
 DL3438. The following values were computed from the NAD 83(2011) position.
 DL3438
 DL3438;                    North         East     Units Scale Factor Converg.
 DL3438;SPC MN S     -   364,538.990   609,403.868   MT  1.00003322   -1 42 18.4
 DL3438;SPC MN S     - 1,195,991.67  1,999,352.52   sFT  1.00003322   -1 42 18.4
 DL3438;UTM  14      - 5,025,617.334   701,091.544   MT  1.00009722   +1 49 38.0
 DL3438
 DL3438!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DL3438!SPC MN S     -   0.99995001  x   1.00003322  =   0.99998323
 DL3438!UTM  14      -   0.99995001  x   1.00009722  =   1.00004723
 DL3438
 DL3438_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQR0109125617(NAD 83)
 DL3438
 DL3438                          SUPERSEDED SURVEY CONTROL
 DL3438
 DL3438.No superseded survey control is available for this station.
 DL3438
 DL3438_MARKER: DD = SURVEY DISK
 DL3438_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DL3438_STAMPING: 0608 P 2005
 DL3438_MARK LOGO: MNDT
 DL3438_PROJECTION: FLUSH
 DL3438_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DL3438_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL3438_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL3438+SATELLITE: SATELLITE OBSERVATIONS - August 14, 2024
 DL3438_ROD/PIPE-DEPTH: 7.6 meters
 DL3438
 DL3438  HISTORY     - Date     Condition        Report By
 DL3438  HISTORY     - 20050921 MONUMENTED       MNDT
 DL3438  HISTORY     - 20240814 GOOD             MNDT
 DL3438
 DL3438                          STATION DESCRIPTION
 DL3438
 DL3438'DESCRIBED BY MN DEPT OF TRANSP 2005
 DL3438'THE STATION IS LOCATED ABOUT 8.3 MI (13.4 KM) NORTHWEST OF ODESSA, 7.3
 DL3438'MI (11.7 KM) SOUTH OF CLINTON AND 3.5 MI (5.6 KM) NORTH OF ORTONVILLE.
 DL3438'GO 4.0 MI (6.4 KM) NORTH ALONG TRUNK HIGHWAY 75 FROM THE JUNCTION OF
 DL3438'TRUNK HIGHWAY 75 AND TRUNK HIGHWAY 12 IN ORTONVILLE TO TRUNK HIGHWAY
 DL3438'75 MILE POINT 139.9, THENCE 0.09 MI (0.1 KM) WEST ON COUNTY ROAD 34.
 DL3438'
 DL3438'THE STATION IS 57.6 FT (17.6 M) NORTH OF COUNTY ROAD 34, 43.9 FT (13.4
 DL3438'M) WEST OF A FIELD A ENTRANCE AND 0.7 FT (0.2 M) SOUTH OF ITS WITNESS
 DL3438'POST.
 DL3438
 DL3438                          STATION RECOVERY (2024)
 DL3438
 DL3438'RECOVERY NOTE BY MN DEPT OF TRANSP 2024 (MPP)
 DL3438'THE MARK IS LOCATED ABOUT 4.0 MI (6.4 KM) NORTH OF ORTONVILLE, 4.0 MI
 DL3438'(6.4 KM) NORTH ALONG TRUNK HIGHWAY 75 FROM THE JUNCTION OF TRUNK
 DL3438'HIGHWAY 75 AND TRUNK HIGHWAY 12 IN ORTONVILLE TO TRUNK HIGHWAY 75 MILE
 DL3438'POINT 139.9, THEN 0.09 MI (0.14 KM) WEST ON COUNTY ROAD 34, 57.6 FT
 DL3438'(17.6 M) NORTH OF THE COUNTY ROAD 34, 43.9 FT (13.4 M) WEST OF A FIELD
 DL3438'ENTRANCE, 0.7 FT (21 CM) SOUTH OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DL3437 ***********************************************************************
 DL3437  DESIGNATION -  0608 Q
 DL3437  PID         -  DL3437
 DL3437  STATE/COUNTY-  MN/BIG STONE
 DL3437  COUNTRY     -  US
 DL3437  USGS QUAD   -  ORTONVILLE (2019)
 DL3437
 DL3437                         *CURRENT SURVEY CONTROL
 DL3437  ______________________________________________________________________
 DL3437* NAD 83(2011) POSITION- 45 20 26.38516(N) 096 25 59.88657(W)   ADJUSTED
 DL3437* NAD 83(2011) ELLIP HT-   315.956 (meters)        (04/10/25)   ADJUSTED
 DL3437* NAD 83(2011) EPOCH   -  2010.00
 DL3437* NAVD 88 ORTHO HEIGHT -   342.089 (meters)     1122.34  (feet) ADJUSTED
 DL3437  ______________________________________________________________________
 DL3437  GEOID HEIGHT    -        -26.128 (meters)                     GEOID18
 DL3437  NAD 83(2011) X  -   -503,196.740 (meters)                     COMP
 DL3437  NAD 83(2011) Y  - -4,462,683.015 (meters)                     COMP
 DL3437  NAD 83(2011) Z  -  4,514,264.162 (meters)                     COMP
 DL3437  LAPLACE CORR    -         -1.86  (seconds)                    DEFLEC18
 DL3437  DYNAMIC HEIGHT  -        342.069 (meters)     1122.27  (feet) COMP
 DL3437  MODELED GRAVITY -    980,548.4   (mgal)                       NAVD 88
 DL3437
 DL3437  VERT ORDER      -  SECOND    CLASS I
 DL3437
 DL3437  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DL3437  Standards:
 DL3437         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DL3437            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DL3437  -------------------------------------------------------------------
 DL3437  NETWORK    0.53   0.94           0.24   0.19   0.48     -0.03220838
 DL3437  -------------------------------------------------------------------
 DL3437  Click here for local accuracies and other accuracy information.
 DL3437
 DL3437.The horizontal coordinates were established by GPS observations
 DL3437.and adjusted by the MN DEPT OF TRANSP in April 2025.
 DL3437
 DL3437.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DL3437.been affixed to the stable North American tectonic plate. See 
 DL3437.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DL3437
 DL3437.The horizontal coordinates are valid at the epoch date displayed above
 DL3437.which is a decimal equivalence of Year/Month/Day.
 DL3437
 DL3437.The orthometric height was determined by differential leveling and
 DL3437.adjusted by the NATIONAL GEODETIC SURVEY
 DL3437.in July 2009.
 DL3437
 DL3437.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL3437.GEOID18 height accuracy estimate available here.
 DL3437
 DL3437.Click photographs - Photos may exist for this station.
 DL3437
 DL3437.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DL3437
 DL3437.The Laplace correction was computed from DEFLEC18 derived deflections.
 DL3437
 DL3437.The ellipsoidal height was determined by GPS observations
 DL3437.and is referenced to NAD 83.
 DL3437
 DL3437.The dynamic height is computed by dividing the NAVD 88
 DL3437.geopotential number by the normal gravity value computed on the
 DL3437.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL3437.degrees latitude (g = 980.6199 gals.).
 DL3437
 DL3437.The modeled gravity was interpolated from observed gravity values.
 DL3437
 DL3437. The following values were computed from the NAD 83(2011) position.
 DL3437
 DL3437;                    North         East     Units Scale Factor Converg.
 DL3437;SPC MN S     -   362,924.527   609,304.704   MT  1.00002946   -1 42 20.0
 DL3437;SPC MN S     - 1,190,694.89  1,999,027.18   sFT  1.00002946   -1 42 20.0
 DL3437;UTM  14      - 5,023,999.722   701,092.032   MT  1.00009722   +1 49 34.7
 DL3437
 DL3437!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DL3437!SPC MN S     -   0.99995047  x   1.00002946  =   0.99997993
 DL3437!UTM  14      -   0.99995047  x   1.00009722  =   1.00004768
 DL3437
 DL3437_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQR0109223999(NAD 83)
 DL3437
 DL3437                          SUPERSEDED SURVEY CONTROL
 DL3437
 DL3437.No superseded survey control is available for this station.
 DL3437
 DL3437_MARKER: DD = SURVEY DISK
 DL3437_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DL3437_STAMPING: 0608 Q 2005
 DL3437_MARK LOGO: MNDT
 DL3437_PROJECTION: FLUSH
 DL3437_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DL3437_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL3437_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL3437+SATELLITE: SATELLITE OBSERVATIONS - August 14, 2024
 DL3437_ROD/PIPE-DEPTH: 9.1 meters
 DL3437
 DL3437  HISTORY     - Date     Condition        Report By
 DL3437  HISTORY     - 20050921 MONUMENTED       MNDT
 DL3437  HISTORY     - 20210602 GOOD             MNDT
 DL3437  HISTORY     - 20240814 GOOD             MNDT
 DL3437
 DL3437                          STATION DESCRIPTION
 DL3437
 DL3437'DESCRIBED BY MN DEPT OF TRANSP 2005
 DL3437'THE STATION IS LOCATED ABOUT 8.3 MI (13.4 KM) SOUTH OF CLINTON, 7.6 MI
 DL3437'(12.2 KM) NORTHWEST OF ODESSA AND 2.5 MI (4.0 KM) NORTH-NORTHEAST OF
 DL3437'ORTONVILLE.
 DL3437'
 DL3437'GO 3.0 MI (4.8 KM) NORTH ALONG TRUNK HIGHWAY 75 FROM THE JUNCTION OF
 DL3437'TRUNK HIGHWAY 75 AND TRUNK HIGHWAY 12 IN ORTONVILLE TO TRUNK HIGHWAY
 DL3437'75 MILE POINT 138.9, THENCE 0.10 MI (0.2 KM) WEST OF A GRAVEL ROAD.
 DL3437'
 DL3437'THE STATION IS 31.3 FT (9.5 M) NORTH OF GRAVEL ROAD 24.0 FT (7.3 M)
 DL3437'EAST OF A FIELD ENTRANCE, 1.2 FT (0.4 M) WEST OF ITS WITNESS POST.
 DL3437
 DL3437                          STATION RECOVERY (2021)
 DL3437
 DL3437'RECOVERY NOTE BY MN DEPT OF TRANSP 2021 (TJD)
 DL3437'RECOVERED IN GOOD CONDITION.
 DL3437
 DL3437                          STATION RECOVERY (2024)
 DL3437
 DL3437'RECOVERY NOTE BY MN DEPT OF TRANSP 2024 (MPP)
 DL3437'THE MARK IS LOCATED ABOUT 3.0 MI (4.8 KM) NORTH OF ORTONVILLE, 3.0 MI
 DL3437'(4.8 KM) NORTH ALONG TRUNK HIGHWAY 75 FROM THE JUNCTION OF TRUNK
 DL3437'HIGHWAY 75 AND TRUNK HIGHWAY 12 IN ORTONVILLE TO TRUNK HIGHWAY 75 MILE
 DL3437'POINT 138.9, THEN 0.1 MI (0.2 KM) WEST ON 390TH STREET, 31.3 FT (9.5
 DL3437'M) NORTH OF 390TH STREET, 24.0 FT (7.3 M) EAST OF A FIELD ENTRANCE,
 DL3437'1.2 FT (0.4 M) WEST OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DL3436 ***********************************************************************
 DL3436  DESIGNATION -  0608 R
 DL3436  PID         -  DL3436
 DL3436  STATE/COUNTY-  MN/BIG STONE
 DL3436  COUNTRY     -  US
 DL3436  USGS QUAD   -  ORTONVILLE (2019)
 DL3436
 DL3436                         *CURRENT SURVEY CONTROL
 DL3436  ______________________________________________________________________
 DL3436* NAD 83(2011) POSITION- 45 19 42.45904(N) 096 25 52.39674(W)   ADJUSTED
 DL3436* NAD 83(2011) ELLIP HT-   302.981 (meters)        (04/10/25)   ADJUSTED
 DL3436* NAD 83(2011) EPOCH   -  2010.00
 DL3436* NAVD 88 ORTHO HEIGHT -   329.104 (meters)     1079.74  (feet) ADJUSTED
 DL3436  ______________________________________________________________________
 DL3436  GEOID HEIGHT    -        -26.120 (meters)                     GEOID18
 DL3436  NAD 83(2011) X  -   -503,141.706 (meters)                     COMP
 DL3436  NAD 83(2011) Y  - -4,463,650.672 (meters)                     COMP
 DL3436  NAD 83(2011) Z  -  4,513,301.612 (meters)                     COMP
 DL3436  LAPLACE CORR    -         -1.91  (seconds)                    DEFLEC18
 DL3436  DYNAMIC HEIGHT  -        329.084 (meters)     1079.67  (feet) COMP
 DL3436  MODELED GRAVITY -    980,547.9   (mgal)                       NAVD 88
 DL3436
 DL3436  VERT ORDER      -  SECOND    CLASS I
 DL3436
 DL3436  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DL3436  Standards:
 DL3436         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DL3436            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DL3436  -------------------------------------------------------------------
 DL3436  NETWORK    0.56   0.92           0.25   0.20   0.47      0.00264716
 DL3436  -------------------------------------------------------------------
 DL3436  Click here for local accuracies and other accuracy information.
 DL3436
 DL3436.The horizontal coordinates were established by GPS observations
 DL3436.and adjusted by the MN DEPT OF TRANSP in April 2025.
 DL3436
 DL3436.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DL3436.been affixed to the stable North American tectonic plate. See 
 DL3436.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DL3436
 DL3436.The horizontal coordinates are valid at the epoch date displayed above
 DL3436.which is a decimal equivalence of Year/Month/Day.
 DL3436
 DL3436.The orthometric height was determined by differential leveling and
 DL3436.adjusted by the NATIONAL GEODETIC SURVEY
 DL3436.in July 2009.
 DL3436
 DL3436.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL3436.GEOID18 height accuracy estimate available here.
 DL3436
 DL3436.Click photographs - Photos may exist for this station.
 DL3436
 DL3436.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DL3436
 DL3436.The Laplace correction was computed from DEFLEC18 derived deflections.
 DL3436
 DL3436.The ellipsoidal height was determined by GPS observations
 DL3436.and is referenced to NAD 83.
 DL3436
 DL3436.The dynamic height is computed by dividing the NAVD 88
 DL3436.geopotential number by the normal gravity value computed on the
 DL3436.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL3436.degrees latitude (g = 980.6199 gals.).
 DL3436
 DL3436.The modeled gravity was interpolated from observed gravity values.
 DL3436
 DL3436. The following values were computed from the NAD 83(2011) position.
 DL3436
 DL3436;                    North         East     Units Scale Factor Converg.
 DL3436;SPC MN S     -   361,564.161   609,427.375   MT  1.00002635   -1 42 14.8
 DL3436;SPC MN S     - 1,186,231.75  1,999,429.65   sFT  1.00002635   -1 42 14.8
 DL3436;UTM  14      - 5,022,649.402   701,298.284   MT  1.00009824   +1 49 38.6
 DL3436
 DL3436!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DL3436!SPC MN S     -   0.99995250  x   1.00002635  =   0.99997885
 DL3436!UTM  14      -   0.99995250  x   1.00009824  =   1.00005074
 DL3436
 DL3436_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQR0129822649(NAD 83)
 DL3436
 DL3436                          SUPERSEDED SURVEY CONTROL
 DL3436
 DL3436.No superseded survey control is available for this station.
 DL3436
 DL3436_MARKER: DD = SURVEY DISK
 DL3436_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DL3436_STAMPING: 0608 R 2005
 DL3436_MARK LOGO: MNDT
 DL3436_PROJECTION: FLUSH
 DL3436_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DL3436_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL3436_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL3436+SATELLITE: SATELLITE OBSERVATIONS - August 14, 2024
 DL3436_ROD/PIPE-DEPTH: 9.1 meters
 DL3436
 DL3436  HISTORY     - Date     Condition        Report By
 DL3436  HISTORY     - 20050921 MONUMENTED       MNDT
 DL3436  HISTORY     - 20240814 GOOD             MNDT
 DL3436
 DL3436                          STATION DESCRIPTION
 DL3436
 DL3436'DESCRIBED BY MN DEPT OF TRANSP 2005
 DL3436'THE STATION IS LOCATED ABOUT 9.1 MI (14.6 KM) SOUTH OF CLINTON, 6.9 MI
 DL3436'(11.1 KM) NORTHWEST OF ODESSA AND 1.8 MI (2.9 KM) NORTH-NORTHEAST OF
 DL3436'ORTONVILLE.
 DL3436'
 DL3436'GO 2.0 MI (3.2 KM) NORTH ALONG TRUNK HIGHWAY 75 FROM THE JUNCTION OF
 DL3436'TRUNK HIGHWAY 75 AND TRUNK HIGHWAY 12 IN ORTONVILLE TO TRUNK HIGHWAY
 DL3436'75 MILE POINT 138.0.
 DL3436'
 DL3436'THE STATION IS 84.4 FT (25.7 M) WEST OF TRUNK HIGHWAY 75, 34.7 FT
 DL3436'(10.6 M) NORTH OF A FIELD ENTRANCE AND 1.1 FT (0.3 M) EAST OF ITS
 DL3436'WITNESS POST.
 DL3436
 DL3436                          STATION RECOVERY (2024)
 DL3436
 DL3436'RECOVERY NOTE BY MN DEPT OF TRANSP 2024 (MPP)
 DL3436'THE MARK IS LOCATED ABOUT 2.0 MI (3.2 KM) NORTH OF ORTONVILLE, 2.0 MI
 DL3436'(3.2 KM) NORTH ALONG TRUNK HIGHWAY 75 FROM THE JUNCTION OF TRUNK
 DL3436'HIGHWAY 75 AND TRUNK HIGHWAY 12 IN ORTONVILLE, AT TRUNK HIGHWAY 75
 DL3436'MILE POINT 138.0, 84.4 FT (25.7 M) WEST OF TRUNK HIGHWAY 75, 34.7 FT
 DL3436'(10.6 M) NORTH OF A FIELD ENTRANCE, 9.9 FT (3.0 M) WEST-NORTHWEST OF A
 DL3436'WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DL3434 ***********************************************************************
 DL3434  DESIGNATION -  0608 S
 DL3434  PID         -  DL3434
 DL3434  STATE/COUNTY-  MN/BIG STONE
 DL3434  COUNTRY     -  US
 DL3434  USGS QUAD   -  ORTONVILLE (2019)
 DL3434
 DL3434                         *CURRENT SURVEY CONTROL
 DL3434  ______________________________________________________________________
 DL3434* NAD 83(2011) POSITION- 45 18 44.71515(N) 096 25 49.28401(W)   ADJUSTED
 DL3434* NAD 83(2011) ELLIP HT-   306.143 (meters)        (04/10/25)   ADJUSTED
 DL3434* NAD 83(2011) EPOCH   -  2010.00
 DL3434* NAVD 88 ORTHO HEIGHT -   332.269 (meters)     1090.12  (feet) ADJUSTED
 DL3434  ______________________________________________________________________
 DL3434  GEOID HEIGHT    -        -26.105 (meters)                     GEOID18
 DL3434  NAD 83(2011) X  -   -503,216.562 (meters)                     COMP
 DL3434  NAD 83(2011) Y  - -4,464,920.113 (meters)                     COMP
 DL3434  NAD 83(2011) Z  -  4,512,050.345 (meters)                     COMP
 DL3434  LAPLACE CORR    -         -1.85  (seconds)                    DEFLEC18
 DL3434  DYNAMIC HEIGHT  -        332.249 (meters)     1090.05  (feet) COMP
 DL3434  MODELED GRAVITY -    980,547.1   (mgal)                       NAVD 88
 DL3434
 DL3434  VERT ORDER      -  SECOND    CLASS I
 DL3434
 DL3434  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DL3434  Standards:
 DL3434         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DL3434            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DL3434  -------------------------------------------------------------------
 DL3434  NETWORK    0.56   0.92           0.25   0.20   0.47     -0.01788139
 DL3434  -------------------------------------------------------------------
 DL3434  Click here for local accuracies and other accuracy information.
 DL3434
 DL3434.The horizontal coordinates were established by GPS observations
 DL3434.and adjusted by the MN DEPT OF TRANSP in April 2025.
 DL3434
 DL3434.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DL3434.been affixed to the stable North American tectonic plate. See 
 DL3434.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DL3434
 DL3434.The horizontal coordinates are valid at the epoch date displayed above
 DL3434.which is a decimal equivalence of Year/Month/Day.
 DL3434
 DL3434.The orthometric height was determined by differential leveling and
 DL3434.adjusted by the NATIONAL GEODETIC SURVEY
 DL3434.in July 2009.
 DL3434
 DL3434.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL3434.GEOID18 height accuracy estimate available here.
 DL3434
 DL3434.Click photographs - Photos may exist for this station.
 DL3434
 DL3434.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DL3434
 DL3434.The Laplace correction was computed from DEFLEC18 derived deflections.
 DL3434
 DL3434.The ellipsoidal height was determined by GPS observations
 DL3434.and is referenced to NAD 83.
 DL3434
 DL3434.The dynamic height is computed by dividing the NAVD 88
 DL3434.geopotential number by the normal gravity value computed on the
 DL3434.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL3434.degrees latitude (g = 980.6199 gals.).
 DL3434
 DL3434.The modeled gravity was interpolated from observed gravity values.
 DL3434
 DL3434. The following values were computed from the NAD 83(2011) position.
 DL3434
 DL3434;                    North         East     Units Scale Factor Converg.
 DL3434;SPC MN S     -   359,780.239   609,442.136   MT  1.00002233   -1 42 12.6
 DL3434;SPC MN S     - 1,180,379.00  1,999,478.07   sFT  1.00002233   -1 42 12.6
 DL3434;UTM  14      - 5,020,869.644   701,422.903   MT  1.00009886   +1 49 39.0
 DL3434
 DL3434!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DL3434!SPC MN S     -   0.99995200  x   1.00002233  =   0.99997433
 DL3434!UTM  14      -   0.99995200  x   1.00009886  =   1.00005086
 DL3434
 DL3434_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQR0142220869(NAD 83)
 DL3434
 DL3434                          SUPERSEDED SURVEY CONTROL
 DL3434
 DL3434.No superseded survey control is available for this station.
 DL3434
 DL3434_MARKER: DD = SURVEY DISK
 DL3434_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DL3434_STAMPING: 0608 S 2005
 DL3434_MARK LOGO: MNDT
 DL3434_PROJECTION: RECESSED 10 CENTIMETERS
 DL3434_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DL3434_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL3434_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL3434+SATELLITE: SATELLITE OBSERVATIONS - August 14, 2024
 DL3434_ROD/PIPE-DEPTH: 7.6 meters
 DL3434
 DL3434  HISTORY     - Date     Condition        Report By
 DL3434  HISTORY     - 20050928 MONUMENTED       MNDT
 DL3434  HISTORY     - 20160405 GOOD             MNDT
 DL3434  HISTORY     - 20240814 GOOD             MNDT
 DL3434
 DL3434                          STATION DESCRIPTION
 DL3434
 DL3434'DESCRIBED BY MN DEPT OF TRANSP 2005
 DL3434'THE STATION IS LOCATED ABOUT 10.2 MI (16.4 KM) SOUTH OF CLINTON, 6.2
 DL3434'MI (10.0 KM) NORTHWEST OF ODESSA AND 0.9 MI (1.4 KM) NORTHEAST OF
 DL3434'ORTONVILLE.
 DL3434'
 DL3434'FROM THE JUNCTION OF TRUNK HIGHWAY 75 AND TRUNK HIGHWAY 12 IN
 DL3434'ORTONVILLE GO 1.0 MI (1.6 KM) NORTH ALONG TRUNK HIGHWAY 75 TO TRUNK
 DL3434'HIGHWAY 75 MILE POINT 136.95.
 DL3434'
 DL3434'THE STATION IS 76.1 FT (23.2 M) EAST OF TRUNK HIGHWAY 75, 67.2 FT
 DL3434'(20.5 M) SOUTH OF COUNTY ROAD 64 AND 1.0 FT (0.3 M) WEST OF ITS
 DL3434'WITNESS POST.
 DL3434
 DL3434                          STATION RECOVERY (2016)
 DL3434
 DL3434'RECOVERY NOTE BY MN DEPT OF TRANSP 2016 (KMS)
 DL3434'IN ORTONVILLE, 1.0 MI (1.6 KM) NORTH ALONG TRUNK HIGHWAY 75  FROM THE
 DL3434'JUNCTION OF TRUNK HIGHWAY 75 AND TRUNK HIGHWAY 12 IN ORTONVILLE, AT
 DL3434'TRUNK HIGHWAY 75 MILE POINT 136.95, 76.1 FT (23.2 M) EAST OF TRUNK
 DL3434'HIGHWAY 75, 67.2 FT (20.5 M) SOUTH OF COUNTY ROAD 64 1.0 FT (0.3 M)
 DL3434'WEST OF A WITNESS POST.
 DL3434
 DL3434                          STATION RECOVERY (2024)
 DL3434
 DL3434'RECOVERY NOTE BY MN DEPT OF TRANSP 2024 (MPP)
 DL3434'THE MARK IS LOCATED ABOUT IN ORTONVILLE, 1.0 MI (1.6 KM) NORTH ALONG
 DL3434'TRUNK HIGHWAY 75 FROM THE JUNCTION OF TRUNK HIGHWAY 75 AND TRUNK
 DL3434'HIGHWAY 12 IN ORTONVILLE, AT TRUNK HIGHWAY 75 MILE POINT 136.95, 76.1
 DL3434'FT (23.2 M) EAST OF TRUNK HIGHWAY 75, 67.2 FT (20.5 M) SOUTH OF COUNTY
 DL3434'ROAD 64 (410TH STREET), 1.0 FT (0.3 M) WEST OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DJ8662 ***********************************************************************
 DJ8662  DESIGNATION -  0608 T
 DJ8662  PID         -  DJ8662
 DJ8662  STATE/COUNTY-  MN/BIG STONE
 DJ8662  COUNTRY     -  US
 DJ8662  USGS QUAD   -  ORTONVILLE (2019)
 DJ8662
 DJ8662                         *CURRENT SURVEY CONTROL
 DJ8662  ______________________________________________________________________
 DJ8662* NAD 83(2011) POSITION- 45 17 52.69590(N) 096 25 50.29764(W)   ADJUSTED
 DJ8662* NAD 83(2011) ELLIP HT-   306.880 (meters)        (08/01/14)   ADJUSTED
 DJ8662* NAD 83(2011) EPOCH   -  2010.00
 DJ8662* NAVD 88 ORTHO HEIGHT -   332.973 (meters)     1092.43  (feet) ADJUSTED
 DJ8662  ______________________________________________________________________
 DJ8662  GEOID HEIGHT    -        -26.089 (meters)                     GEOID18
 DJ8662  NAD 83(2011) X  -   -503,366.426 (meters)                     COMP
 DJ8662  NAD 83(2011) Y  - -4,466,052.615 (meters)                     COMP
 DJ8662  NAD 83(2011) Z  -  4,510,921.325 (meters)                     COMP
 DJ8662  LAPLACE CORR    -         -1.62  (seconds)                    DEFLEC18
 DJ8662  DYNAMIC HEIGHT  -        332.953 (meters)     1092.36  (feet) COMP
 DJ8662  MODELED GRAVITY -    980,545.7   (mgal)                       NAVD 88
 DJ8662
 DJ8662  VERT ORDER      -  SECOND    CLASS I
 DJ8662
 DJ8662  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DJ8662  Standards:
 DJ8662         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DJ8662            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DJ8662  -------------------------------------------------------------------
 DJ8662  NETWORK    0.32   0.39           0.15   0.10   0.20      0.00400486
 DJ8662  -------------------------------------------------------------------
 DJ8662  Click here for local accuracies and other accuracy information.
 DJ8662
 DJ8662.The horizontal coordinates were established by GPS observations
 DJ8662.and adjusted by the MN DEPT OF TRANSP in August 2014.
 DJ8662
 DJ8662.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DJ8662.been affixed to the stable North American tectonic plate. See 
 DJ8662.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DJ8662
 DJ8662.The horizontal coordinates are valid at the epoch date displayed above
 DJ8662.which is a decimal equivalence of Year/Month/Day.
 DJ8662
 DJ8662.The orthometric height was determined by differential leveling and
 DJ8662.adjusted by the NATIONAL GEODETIC SURVEY
 DJ8662.in July 2008.
 DJ8662
 DJ8662.Significant digits in the geoid height do not necessarily reflect accuracy.
 DJ8662.GEOID18 height accuracy estimate available here.
 DJ8662
 DJ8662.Click photographs - Photos may exist for this station.
 DJ8662
 DJ8662.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DJ8662
 DJ8662.The Laplace correction was computed from DEFLEC18 derived deflections.
 DJ8662
 DJ8662.The ellipsoidal height was determined by GPS observations
 DJ8662.and is referenced to NAD 83.
 DJ8662
 DJ8662.The dynamic height is computed by dividing the NAVD 88
 DJ8662.geopotential number by the normal gravity value computed on the
 DJ8662.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ8662.degrees latitude (g = 980.6199 gals.).
 DJ8662
 DJ8662.The modeled gravity was interpolated from observed gravity values.
 DJ8662
 DJ8662. The following values were computed from the NAD 83(2011) position.
 DJ8662
 DJ8662;                    North         East     Units Scale Factor Converg.
 DJ8662;SPC MN S     -   358,175.655   609,372.320   MT  1.00001878   -1 42 13.3
 DJ8662;SPC MN S     - 1,175,114.63  1,999,249.02   sFT  1.00001878   -1 42 13.3
 DJ8662;UTM  14      - 5,019,263.681   701,452.039   MT  1.00009901   +1 49 36.7
 DJ8662
 DJ8662!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DJ8662!SPC MN S     -   0.99995189  x   1.00001878  =   0.99997067
 DJ8662!UTM  14      -   0.99995189  x   1.00009901  =   1.00005089
 DJ8662
 DJ8662_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQR0145219263(NAD 83)
 DJ8662
 DJ8662                          SUPERSEDED SURVEY CONTROL
 DJ8662
 DJ8662.No superseded survey control is available for this station.
 DJ8662
 DJ8662_MARKER: DD = SURVEY DISK
 DJ8662_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DJ8662_STAMPING: 0608 T 2005
 DJ8662_MARK LOGO: MNDT
 DJ8662_PROJECTION: RECESSED 5 CENTIMETERS
 DJ8662_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DJ8662_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DJ8662_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DJ8662+SATELLITE: SATELLITE OBSERVATIONS - August 14, 2024
 DJ8662_ROD/PIPE-DEPTH: 7.6 meters
 DJ8662
 DJ8662  HISTORY     - Date     Condition        Report By
 DJ8662  HISTORY     - 20050928 MONUMENTED       MNDT
 DJ8662  HISTORY     - 20060324 GOOD             MNDT
 DJ8662  HISTORY     - 20110207 GOOD             MNDT
 DJ8662  HISTORY     - 20160405 GOOD             MNDT
 DJ8662  HISTORY     - 20240814 GOOD             MNDT
 DJ8662
 DJ8662                          STATION DESCRIPTION
 DJ8662
 DJ8662'DESCRIBED BY MN DEPT OF TRANSP 2005
 DJ8662'THE MONUMENT IS LOCATED IN THE WEST CENTRAL PART OF MINNESOTA WITHIN
 DJ8662'BIG STONE COUNTY, 1.1 MI (1.8 KM) EAST OF THE SOUTH DAKOTA STATE LINE
 DJ8662'AND 0.9 MI (1.4 KM) SOUTHEAST OF THE ORTONVILLE CITY CENTER, JUST
 DJ8662'NORTHWEST OF THE US-12 AND US-75 JUNCTION.
 DJ8662'
 DJ8662'TO REACH FROM ORTONVILLE, START FROM THE INTERSECTION OF SECOND STREET
 DJ8662'SOUTHEAST (STATE HIGHWAY 7 AKA MAIN STREET), WHERE SECOND STREET
 DJ8662'SOUTHEAST SPLITS INTO INGERSOLL AVENUE AT THE US HIGHWAY 12 EAST
 DJ8662'JUNCTION, TRAVEL EAST ON THE US-12 FOR 0.4 MI (0.6 KM).  THE MARK IS
 DJ8662'LOCATED NORTHWEST OF THE INTERSECTION OF US-12 AND US-75.
 DJ8662'
 DJ8662'THE MARK CAN BE FOUND 42.3 FT (12.9 M) NORTH OF TRUNK HIGHWAY 12, 86.4
 DJ8662'FT (26.3 M) WEST OF TRUNK HIGHWAY 75 MILE POINT 135.85, 1.0 FT (0.3 M)
 DJ8662'SOUTH OF A WITNESS POST.
 DJ8662
 DJ8662                          STATION RECOVERY (2006)
 DJ8662
 DJ8662'RECOVERY NOTE BY MN DEPT OF TRANSP 2006 (WAS)
 DJ8662'RECOVERED AS DESCRIBED.
 DJ8662
 DJ8662                          STATION RECOVERY (2011)
 DJ8662
 DJ8662'RECOVERY NOTE BY MN DEPT OF TRANSP 2011 (MPP)
 DJ8662'THE MARK IS IN ORTONVILLE.
 DJ8662'
 DJ8662'TO REACH THE MARK GO 0.4 MI (0.6 KM) EAST ALONG TRUNK HIGHWAY 12 FROM
 DJ8662'THE JUNCTION OF TRUNK HIGHWAY 12 AND COUNTY ROAD 7 IN ORTONVILLE.
 DJ8662'
 DJ8662'IT IS 85 FT (25.9 M) WEST FROM THE JUNCTION OF TRUNK HIGHWAY 75 AND
 DJ8662'TRUNK HIGHWAY 12, AT TRUNK HIGHWAY 75 MILE POINT 135.85, 86.4 FT (26.3
 DJ8662'M) WEST OF TRUNK HIGHWAY 75, 42.3 FT (12.9 M) NORTH OF TRUNK HIGHWAY
 DJ8662'12, 1.0 FT (0.3 M) SOUTH OF A WITNESS POST.
 DJ8662
 DJ8662                          STATION RECOVERY (2016)
 DJ8662
 DJ8662'RECOVERY NOTE BY MN DEPT OF TRANSP 2016 (MPP)
 DJ8662'RECOVERED AS DESCRIBED.
 DJ8662
 DJ8662                          STATION RECOVERY (2024)
 DJ8662
 DJ8662'RECOVERY NOTE BY MN DEPT OF TRANSP 2024 (MPP)
 DJ8662'THE MARK IS LOCATED ABOUT IN ORTONVILLE, 0.4 MI (0.6 KM) EAST ALONG
 DJ8662'TRUNK HIGHWAY 12 FROM THE JUNCTION OF TRUNK HIGHWAY 12 AND COUNTY ROAD
 DJ8662'7 IN ORTONVILLE, AT TRUNK HIGHWAY 75 MILE POINT 135.85, 86.4 FT (26.3
 DJ8662'M) WEST OF TRUNK HIGHWAY 75, 42.3 FT (12.9 M) NORTH OF TRUNK HIGHWAY
 DJ8662'12, 1.0 FT (0.3 M) SOUTH OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DQ4804 ***********************************************************************
 DQ4804  DESIGNATION -  0608 U
 DQ4804  PID         -  DQ4804
 DQ4804  STATE/COUNTY-  MN/BIG STONE
 DQ4804  COUNTRY     -  US
 DQ4804  USGS QUAD   -  GRACEVILLE (2019)
 DQ4804
 DQ4804                         *CURRENT SURVEY CONTROL
 DQ4804  ______________________________________________________________________
 DQ4804* NAD 83(2011) POSITION- 45 30 23.72018(N) 096 25 52.63502(W)   ADJUSTED
 DQ4804* NAD 83(2011) ELLIP HT-   320.008 (meters)        (04/10/25)   ADJUSTED
 DQ4804* NAD 83(2011) EPOCH   -  2010.00
 DQ4804* NAVD 88 ORTHO HEIGHT -   346.123 (meters)     1135.57  (feet) ADJUSTED
 DQ4804  ______________________________________________________________________
 DQ4804  GEOID HEIGHT    -        -26.121 (meters)                     GEOID18
 DQ4804  NAD 83(2011) X  -   -501,568.724 (meters)                     COMP
 DQ4804  NAD 83(2011) Y  - -4,449,649.688 (meters)                     COMP
 DQ4804  NAD 83(2011) Z  -  4,527,210.727 (meters)                     COMP
 DQ4804  LAPLACE CORR    -         -1.10  (seconds)                    DEFLEC18
 DQ4804  DYNAMIC HEIGHT  -        346.106 (meters)     1135.52  (feet) COMP
 DQ4804  MODELED GRAVITY -    980,556.9   (mgal)                       NAVD 88
 DQ4804
 DQ4804  VERT ORDER      -  SECOND    CLASS I
 DQ4804
 DQ4804  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DQ4804  Standards:
 DQ4804         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DQ4804            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DQ4804  -------------------------------------------------------------------
 DQ4804  NETWORK    0.67   1.06           0.31   0.22   0.54      0.00731169
 DQ4804  -------------------------------------------------------------------
 DQ4804  Click here for local accuracies and other accuracy information.
 DQ4804
 DQ4804.The horizontal coordinates were established by GPS observations
 DQ4804.and adjusted by the MN DEPT OF TRANSP in April 2025.
 DQ4804
 DQ4804.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DQ4804.been affixed to the stable North American tectonic plate. See 
 DQ4804.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DQ4804
 DQ4804.The horizontal coordinates are valid at the epoch date displayed above
 DQ4804.which is a decimal equivalence of Year/Month/Day.
 DQ4804
 DQ4804.The orthometric height was determined by differential leveling and
 DQ4804.adjusted by the NATIONAL GEODETIC SURVEY
 DQ4804.in February 2018.
 DQ4804
 DQ4804.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ4804.GEOID18 height accuracy estimate available here.
 DQ4804
 DQ4804.Click photographs - Photos may exist for this station.
 DQ4804
 DQ4804.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DQ4804
 DQ4804.The Laplace correction was computed from DEFLEC18 derived deflections.
 DQ4804
 DQ4804.The ellipsoidal height was determined by GPS observations
 DQ4804.and is referenced to NAD 83.
 DQ4804
 DQ4804.The dynamic height is computed by dividing the NAVD 88
 DQ4804.geopotential number by the normal gravity value computed on the
 DQ4804.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ4804.degrees latitude (g = 980.6199 gals.).
 DQ4804
 DQ4804.The modeled gravity was interpolated from observed gravity values.
 DQ4804
 DQ4804. The following values were computed from the NAD 83(2011) position.
 DQ4804
 DQ4804;                    North         East     Units Scale Factor Converg.
 DQ4804;SPC MN S     -   381,353.704   610,010.961   MT  1.00007629   -1 42 15.0
 DQ4804;SPC MN S     - 1,251,157.94  2,001,344.29   sFT  1.00007629   -1 42 15.0
 DQ4804;UTM  14      - 5,042,438.195   700,660.780   MT  1.00009507   +1 49 58.6
 DQ4804
 DQ4804!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DQ4804!SPC MN S     -   0.99994983  x   1.00007629  =   1.00002612
 DQ4804!UTM  14      -   0.99994983  x   1.00009507  =   1.00004490
 DQ4804
 DQ4804_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQR0066042438(NAD 83)
 DQ4804
 DQ4804                          SUPERSEDED SURVEY CONTROL
 DQ4804
 DQ4804.No superseded survey control is available for this station.
 DQ4804
 DQ4804_MARKER: I = METAL ROD
 DQ4804_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DQ4804_STAMPING: 0608 U 2015
 DQ4804_MARK LOGO: MNDT
 DQ4804_PROJECTION: RECESSED 5 CENTIMETERS
 DQ4804_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DQ4804_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ4804_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ4804+SATELLITE: SATELLITE OBSERVATIONS - August 14, 2024
 DQ4804_ROD/PIPE-DEPTH: 13.4 meters
 DQ4804
 DQ4804  HISTORY     - Date     Condition        Report By
 DQ4804  HISTORY     - 20150901 MONUMENTED       MNDT
 DQ4804  HISTORY     - 20240814 GOOD             MNDT
 DQ4804
 DQ4804                          STATION DESCRIPTION
 DQ4804
 DQ4804'DESCRIBED BY MN DEPT OF TRANSP 2015
 DQ4804'THE MARK IS LOCATED ABOUT 4.5 MI (7.2 KM) SOUTH OF GRACEVILLE.
 DQ4804'
 DQ4804'TO REACH THE MARK GO 4.5 MI (7.2 KM) SOUTH ALONG TRUNK HIGHWAY 75 FROM
 DQ4804'THE JUNCTION OF TRUNK HIGHWAY 75 AND TRUNK HIGHWAY 28 IN GRACEVILLE,
 DQ4804'AT TRUNK HIGHWAY 75 MILE POINT 150.35.
 DQ4804'
 DQ4804'THE MARK IS LOCATED 68.0 FT (20.7 M) EAST OF TRUNK HIGHWAY 75, 30.5 FT
 DQ4804'(9.3 M) NORTH OF THE FIELD ENTRANCE, 3.0 FT (0.9 M) SOUTH OF A WOODEN
 DQ4804'POST, 1.5 FT (0.5 M) SOUTH OF THE WITNESS POST.
 DQ4804'
 DQ4804'NOTE-THE STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM ROD
 DQ4804'DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION REMOVABLE DISK
 DQ4804'SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH PVC
 DQ4804'PIPE BACK FILLED WITH WASHED SAND.
 DQ4804
 DQ4804                          STATION RECOVERY (2024)
 DQ4804
 DQ4804'RECOVERY NOTE BY MN DEPT OF TRANSP 2024 (MPP)
 DQ4804'THE MARK IS LOCATED ABOUT 4.5 MI (7.2 KM) SOUTH OF GRACEVILLE, 4.5 MI
 DQ4804'(7.2 KM) SOUTH ALONG TRUNK HIGHWAY 75 FROM THE JUNCTION OF TRUNK
 DQ4804'HIGHWAY 75 AND TRUNK HIGHWAY 28 IN GRACEVILLE, AT TRUNK HIGHWAY 75
 DQ4804'MILE POINT 150.35, 68.0 FT (20.7 M) EAST OF TRUNK HIGHWAY 75, 30.5 FT
 DQ4804'(9.3 M) NORTH OF A FIELD ENTRANCE, 3.0 FT (0.9 M) SOUTH OF A WOODEN
 DQ4804'POST, 1.5 FT (0.5 M) SOUTH OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DS3665 ***********************************************************************
 DS3665  HT_MOD      -  This is a Height Modernization Survey Station.
 DS3665  DESIGNATION -  0609 AB RESET
 DS3665  PID         -  DS3665
 DS3665  STATE/COUNTY-  MN/BIG STONE
 DS3665  COUNTRY     -  US
 DS3665  USGS QUAD   -  BIG STONE LAKE EAST (2019)
 DS3665
 DS3665                         *CURRENT SURVEY CONTROL
 DS3665  ______________________________________________________________________
 DS3665* NAD 83(2011) POSITION- 45 23 25.27878(N) 096 30 49.87726(W)   ADJUSTED
 DS3665* NAD 83(2011) ELLIP HT-   281.570 (meters)        (06/05/25)   ADJUSTED
 DS3665* NAD 83(2011) EPOCH   -  2010.00
 DS3665* NAVD 88 ORTHO HEIGHT -   307.67  (meters)     1009.4   (feet) GPS OBS
 DS3665  ______________________________________________________________________
 DS3665  GEOID HEIGHT    -        -26.098 (meters)                     GEOID18
 DS3665  NAD 83(2011) X  -   -509,021.793 (meters)                     COMP
 DS3665  NAD 83(2011) Y  - -4,458,042.303 (meters)                     COMP
 DS3665  NAD 83(2011) Z  -  4,518,120.085 (meters)                     COMP
 DS3665  LAPLACE CORR    -         -1.54  (seconds)                    DEFLEC18
 DS3665
 DS3665  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DS3665  Standards:
 DS3665         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DS3665            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DS3665  -------------------------------------------------------------------
 DS3665  NETWORK    0.22   0.53           0.10   0.08   0.27     -0.02132926
 DS3665  -------------------------------------------------------------------
 DS3665  Click here for local accuracies and other accuracy information.
 DS3665
 DS3665.The horizontal coordinates were established by GPS observations
 DS3665.and adjusted by the MN DEPT OF TRANSP in June 2025.
 DS3665
 DS3665.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DS3665.been affixed to the stable North American tectonic plate. See 
 DS3665.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DS3665
 DS3665.The horizontal coordinates are valid at the epoch date displayed above
 DS3665.which is a decimal equivalence of Year/Month/Day.
 DS3665
 DS3665.The orthometric height was determined by GPS observations and a
 DS3665.high-resolution geoid model using precise GPS observation and
 DS3665.processing techniques.
 DS3665
 DS3665.Significant digits in the geoid height do not necessarily reflect accuracy.
 DS3665.GEOID18 height accuracy estimate available here.
 DS3665
 DS3665.Click photographs - Photos may exist for this station.
 DS3665
 DS3665.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DS3665
 DS3665.The Laplace correction was computed from DEFLEC18 derived deflections.
 DS3665
 DS3665.The ellipsoidal height was determined by GPS observations
 DS3665.and is referenced to NAD 83.
 DS3665
 DS3665. The following values were computed from the NAD 83(2011) position.
 DS3665
 DS3665;                    North         East     Units Scale Factor Converg.
 DS3665;SPC MN S     -   368,635.933   603,163.634   MT  1.00004259   -1 45 43.3
 DS3665;SPC MN S     - 1,209,433.06  1,978,879.36   sFT  1.00004259   -1 45 43.3
 DS3665;UTM  14      - 5,029,322.174   694,610.458   MT  1.00006568   +1 46 13.7
 DS3665
 DS3665!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DS3665!SPC MN S     -   0.99995586  x   1.00004259  =   0.99999845
 DS3665!UTM  14      -   0.99995586  x   1.00006568  =   1.00002153
 DS3665
 DS3665_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPR9461029322(NAD 83)
 DS3665
 DS3665                          SUPERSEDED SURVEY CONTROL
 DS3665
 DS3665.No superseded survey control is available for this station.
 DS3665
 DS3665_MARKER: I = METAL ROD
 DS3665_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DS3665_STAMPING: 0609 AB RESET 2023
 DS3665_MARK LOGO: MNDT
 DS3665_PROJECTION: RECESSED 5 CENTIMETERS
 DS3665_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DS3665_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DS3665_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DS3665+SATELLITE: SATELLITE OBSERVATIONS - November 15, 2023
 DS3665_ROD/PIPE-DEPTH: 6.1 meters
 DS3665
 DS3665  HISTORY     - Date     Condition        Report By
 DS3665  HISTORY     - 20231115 MONUMENTED       MNDT
 DS3665
 DS3665                          STATION DESCRIPTION
 DS3665
 DS3665'DESCRIBED BY MN DEPT OF TRANSP 2023
 DS3665'THE MARK IS LOCATED IN BIG STONE COUNTY, MINNESOTA.
 DS3665'
 DS3665'THE MARK IS LOCATED ABOUT 7.0 MI (11.3 KM) NORTHWEST OF ORTONVILLE,
 DS3665'7.5 MI (12.1 KM) NORTHWEST ALONG TRUNK HIGHWAY 7 FROM THE JUNCTION OF
 DS3665'TRUNK HIGHWAY 7 AND TRUNK HIGHWAY 12 IN ORTONVILLE, AT TRUNK HIGHWAY 7
 DS3665'MILE POINT 18.8.
 DS3665'
 DS3665'MARK IS 51.2 FT (15.6 M) NORTH OF TRUNK HIGHWAY 7, 41.2 FT (12.6 M)
 DS3665'WEST OF COUNTY ROAD 9, 1.0 FT (0.3 M) SOUTH OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DS3666 ***********************************************************************
 DS3666  HT_MOD      -  This is a Height Modernization Survey Station.
 DS3666  DESIGNATION -  0609 AC RESET
 DS3666  PID         -  DS3666
 DS3666  STATE/COUNTY-  MN/BIG STONE
 DS3666  COUNTRY     -  US
 DS3666  USGS QUAD   -  CLINTON (2019)
 DS3666
 DS3666                         *CURRENT SURVEY CONTROL
 DS3666  ______________________________________________________________________
 DS3666* NAD 83(2011) POSITION- 45 22 46.12756(N) 096 29 40.18041(W)   ADJUSTED
 DS3666* NAD 83(2011) ELLIP HT-   285.652 (meters)        (06/05/25)   ADJUSTED
 DS3666* NAD 83(2011) EPOCH   -  2010.00
 DS3666* NAVD 88 ORTHO HEIGHT -   311.76  (meters)     1022.8   (feet) GPS OBS
 DS3666  ______________________________________________________________________
 DS3666  GEOID HEIGHT    -        -26.108 (meters)                     GEOID18
 DS3666  NAD 83(2011) X  -   -507,613.037 (meters)                     COMP
 DS3666  NAD 83(2011) Y  - -4,459,071.798 (meters)                     COMP
 DS3666  NAD 83(2011) Z  -  4,517,274.049 (meters)                     COMP
 DS3666  LAPLACE CORR    -         -1.18  (seconds)                    DEFLEC18
 DS3666
 DS3666  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DS3666  Standards:
 DS3666         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DS3666            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DS3666  -------------------------------------------------------------------
 DS3666  NETWORK    0.49   0.84           0.22   0.18   0.43      0.00368577
 DS3666  -------------------------------------------------------------------
 DS3666  Click here for local accuracies and other accuracy information.
 DS3666
 DS3666.The horizontal coordinates were established by GPS observations
 DS3666.and adjusted by the MN DEPT OF TRANSP in June 2025.
 DS3666
 DS3666.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DS3666.been affixed to the stable North American tectonic plate. See 
 DS3666.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DS3666
 DS3666.The horizontal coordinates are valid at the epoch date displayed above
 DS3666.which is a decimal equivalence of Year/Month/Day.
 DS3666
 DS3666.The orthometric height was determined by GPS observations and a
 DS3666.high-resolution geoid model using precise GPS observation and
 DS3666.processing techniques.
 DS3666
 DS3666.Significant digits in the geoid height do not necessarily reflect accuracy.
 DS3666.GEOID18 height accuracy estimate available here.
 DS3666
 DS3666.Click photographs - Photos may exist for this station.
 DS3666
 DS3666.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DS3666
 DS3666.The Laplace correction was computed from DEFLEC18 derived deflections.
 DS3666
 DS3666.The ellipsoidal height was determined by GPS observations
 DS3666.and is referenced to NAD 83.
 DS3666
 DS3666. The following values were computed from the NAD 83(2011) position.
 DS3666
 DS3666;                    North         East     Units Scale Factor Converg.
 DS3666;SPC MN S     -   367,381.329   604,642.200   MT  1.00003965   -1 44 54.5
 DS3666;SPC MN S     - 1,205,316.91  1,983,730.28   sFT  1.00003965   -1 44 54.5
 DS3666;UTM  14      - 5,028,161.020   696,163.559   MT  1.00007314   +1 47 02.1
 DS3666
 DS3666!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DS3666!SPC MN S     -   0.99995522  x   1.00003965  =   0.99999487
 DS3666!UTM  14      -   0.99995522  x   1.00007314  =   1.00002835
 DS3666
 DS3666_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPR9616328161(NAD 83)
 DS3666
 DS3666                          SUPERSEDED SURVEY CONTROL
 DS3666
 DS3666.No superseded survey control is available for this station.
 DS3666
 DS3666_MARKER: I = METAL ROD
 DS3666_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DS3666_STAMPING: 0609 AC RESET 2023
 DS3666_MARK LOGO: MNDT
 DS3666_PROJECTION: RECESSED 10 CENTIMETERS
 DS3666_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DS3666_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DS3666_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DS3666+SATELLITE: SATELLITE OBSERVATIONS - November 15, 2023
 DS3666_ROD/PIPE-DEPTH: 7.6 meters
 DS3666
 DS3666  HISTORY     - Date     Condition        Report By
 DS3666  HISTORY     - 20231115 MONUMENTED       MNDT
 DS3666
 DS3666                          STATION DESCRIPTION
 DS3666
 DS3666'DESCRIBED BY MN DEPT OF TRANSP 2023
 DS3666'THE MARK IS LOCATED IN BIG STONE COUNTY, MINNESOTA.
 DS3666'
 DS3666'THE MARK IS LOCATED ABOUT 6.5 MI (10.5 KM) NORTHWEST OF ORTONVILLE,
 DS3666'6.5 MI (10.5 KM) NORTHWEST ALONG TRUNK HIGHWAY 7 FROM THE JUNCTION OF
 DS3666'TRUNK HIGHWAY 7 AND TRUNK HIGHWAY 12 IN ORTONVILLE, AT TRUNK HIGHWAY 7
 DS3666'MILE POINT 20.
 DS3666'
 DS3666'MARK IS 68.2 FT (20.8 M) SOUTH OF COUNTY ROAD 38, 43.8 FT (13.4 M)
 DS3666'NORTHEAST OF TRUNK HIGHWAY 7, 36.2 FT (11.0 M) NORTH OF A TELEPHONE
 DS3666'CABINET NUMBER HIGHWAY 7N, 0.9 FT (27 CM) SOUTHWEST OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DJ8629 ***********************************************************************
 DJ8629  DESIGNATION -  0609 AD
 DJ8629  PID         -  DJ8629
 DJ8629  STATE/COUNTY-  MN/BIG STONE
 DJ8629  COUNTRY     -  US
 DJ8629  USGS QUAD   -  ORTONVILLE (2019)
 DJ8629
 DJ8629                         *CURRENT SURVEY CONTROL
 DJ8629  ______________________________________________________________________
 DJ8629* NAD 83(2011) POSITION- 45 22 03.47335(N) 096 28 58.83035(W)   ADJUSTED
 DJ8629* NAD 83(2011) ELLIP HT-   284.438 (meters)        (06/05/25)   ADJUSTED
 DJ8629* NAD 83(2011) EPOCH   -  2010.00
 DJ8629* NAVD 88 ORTHO HEIGHT -   310.545 (meters)     1018.85  (feet) ADJUSTED
 DJ8629  ______________________________________________________________________
 DJ8629  GEOID HEIGHT    -        -26.113 (meters)                     GEOID18
 DJ8629  NAD 83(2011) X  -   -506,824.838 (meters)                     COMP
 DJ8629  NAD 83(2011) Y  - -4,460,103.855 (meters)                     COMP
 DJ8629  NAD 83(2011) Z  -  4,516,348.103 (meters)                     COMP
 DJ8629  LAPLACE CORR    -         -1.08  (seconds)                    DEFLEC18
 DJ8629  DYNAMIC HEIGHT  -        310.527 (meters)     1018.79  (feet) COMP
 DJ8629  MODELED GRAVITY -    980,548.9   (mgal)                       NAVD 88
 DJ8629
 DJ8629  VERT ORDER      -  SECOND    CLASS I
 DJ8629
 DJ8629  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DJ8629  Standards:
 DJ8629         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DJ8629            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DJ8629  -------------------------------------------------------------------
 DJ8629  NETWORK    0.47   0.82           0.21   0.17   0.42      0.00867021
 DJ8629  -------------------------------------------------------------------
 DJ8629  Click here for local accuracies and other accuracy information.
 DJ8629
 DJ8629.The horizontal coordinates were established by GPS observations
 DJ8629.and adjusted by the MN DEPT OF TRANSP in June 2025.
 DJ8629
 DJ8629.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DJ8629.been affixed to the stable North American tectonic plate. See 
 DJ8629.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DJ8629
 DJ8629.The horizontal coordinates are valid at the epoch date displayed above
 DJ8629.which is a decimal equivalence of Year/Month/Day.
 DJ8629
 DJ8629.The orthometric height was determined by differential leveling and
 DJ8629.adjusted by the NATIONAL GEODETIC SURVEY
 DJ8629.in July 2008.
 DJ8629
 DJ8629.Significant digits in the geoid height do not necessarily reflect accuracy.
 DJ8629.GEOID18 height accuracy estimate available here.
 DJ8629
 DJ8629.Click photographs - Photos may exist for this station.
 DJ8629
 DJ8629.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DJ8629
 DJ8629.The Laplace correction was computed from DEFLEC18 derived deflections.
 DJ8629
 DJ8629.The ellipsoidal height was determined by GPS observations
 DJ8629.and is referenced to NAD 83.
 DJ8629
 DJ8629.The dynamic height is computed by dividing the NAVD 88
 DJ8629.geopotential number by the normal gravity value computed on the
 DJ8629.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ8629.degrees latitude (g = 980.6199 gals.).
 DJ8629
 DJ8629.The modeled gravity was interpolated from observed gravity values.
 DJ8629
 DJ8629. The following values were computed from the NAD 83(2011) position.
 DJ8629
 DJ8629;                    North         East     Units Scale Factor Converg.
 DJ8629;SPC MN S     -   366,037.679   605,501.471   MT  1.00003649   -1 44 25.5
 DJ8629;SPC MN S     - 1,200,908.62  1,986,549.41   sFT  1.00003649   -1 44 25.5
 DJ8629;UTM  14      - 5,026,872.815   697,104.016   MT  1.00007769   +1 47 30.3
 DJ8629
 DJ8629!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DJ8629!SPC MN S     -   0.99995541  x   1.00003649  =   0.99999190
 DJ8629!UTM  14      -   0.99995541  x   1.00007769  =   1.00003309
 DJ8629
 DJ8629_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPR9710426872(NAD 83)
 DJ8629
 DJ8629                          SUPERSEDED SURVEY CONTROL
 DJ8629
 DJ8629.No superseded survey control is available for this station.
 DJ8629
 DJ8629_MARKER: DD = SURVEY DISK
 DJ8629_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DJ8629_STAMPING: 0609 AD 2005
 DJ8629_MARK LOGO: MNDT
 DJ8629_PROJECTION: FLUSH
 DJ8629_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DJ8629_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DJ8629_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DJ8629+SATELLITE: SATELLITE OBSERVATIONS - November 15, 2023
 DJ8629_ROD/PIPE-DEPTH: 10.7 meters
 DJ8629
 DJ8629  HISTORY     - Date     Condition        Report By
 DJ8629  HISTORY     - 20050922 MONUMENTED       MNDT
 DJ8629  HISTORY     - 20231115 GOOD             MNDT
 DJ8629
 DJ8629                          STATION DESCRIPTION
 DJ8629
 DJ8629'DESCRIBED BY MN DEPT OF TRANSP 2005
 DJ8629'3.5 MI (5.6 KM) NORTHWEST OF ORTONVILLE, 5.5 MI (8.8 KM) NORTHWEST
 DJ8629'ALONG TRUNK HIGHWAY 7 FROM THE JUNCTION OF TRUNK HIGHWAY 7 AND TRUNK
 DJ8629'HIGHWAY 12 IN ORTONVILLE, AT TRUNK HIGHWAY 7 MILE POINT 21.0, 40.2 FT
 DJ8629'(12.3 M) SOUTHWEST OF NO CAMPING SIGN, 39.5 FT (12.0 M) SOUTHEAST OF
 DJ8629'LAGOON BEACH ROAD EXIT, 35.4 FT (10.8 M) NORTHEAST OF TRUNK HIGHWAY 7,
 DJ8629'0.9 FT (0.3 M) SOUTHWEST OF A WITNESS POST
 DJ8629
 DJ8629                          STATION RECOVERY (2023)
 DJ8629
 DJ8629'RECOVERY NOTE BY MN DEPT OF TRANSP 2023 (KMS)
 DJ8629'THE MARK IS LOCATED ABOUT 5.0 MI (8.0 KM) NORTHWEST OF ORTONVILLE, 5.5
 DJ8629'MI (8.8 KM) NORTHWEST ALONG TRUNK HIGHWAY 7 FROM THE JUNCTION OF TRUNK
 DJ8629'HIGHWAY 7 AND TRUNK HIGHWAY 12 IN ORTONVILLE, AT TRUNK HIGHWAY 7 MILE
 DJ8629'POINT 21.0, 44.0 FT (13.4 M) SOUTHWEST OF THE NO CAMPING SIGN, 130.0
 DJ8629'FT (39.6 M) SOUTHEAST OF THE LAGOON BEACH ROAD SIGN, 35.4 FT (10.8 M)
 DJ8629'NORTHEAST OF TRUNK HIGHWAY 7, 0.9 FT (27 CM) SOUTHWEST OF A WITNESS
 DJ8629'POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DJ8628 ***********************************************************************
 DJ8628  DESIGNATION -  0609 AE
 DJ8628  PID         -  DJ8628
 DJ8628  STATE/COUNTY-  MN/BIG STONE
 DJ8628  COUNTRY     -  US
 DJ8628  USGS QUAD   -  ORTONVILLE (2019)
 DJ8628
 DJ8628                         *CURRENT SURVEY CONTROL
 DJ8628  ______________________________________________________________________
 DJ8628* NAD 83(2011) POSITION- 45 21 16.48855(N) 096 28 12.64874(W)   ADJUSTED
 DJ8628* NAD 83(2011) ELLIP HT-   289.623 (meters)        (06/05/25)   ADJUSTED
 DJ8628* NAD 83(2011) EPOCH   -  2010.00
 DJ8628* NAVD 88 ORTHO HEIGHT -   315.735 (meters)     1035.87  (feet) ADJUSTED
 DJ8628  ______________________________________________________________________
 DJ8628  GEOID HEIGHT    -        -26.115 (meters)                     GEOID18
 DJ8628  NAD 83(2011) X  -   -505,942.951 (meters)                     COMP
 DJ8628  NAD 83(2011) Y  - -4,461,246.420 (meters)                     COMP
 DJ8628  NAD 83(2011) Z  -  4,515,332.565 (meters)                     COMP
 DJ8628  LAPLACE CORR    -         -1.10  (seconds)                    DEFLEC18
 DJ8628  DYNAMIC HEIGHT  -        315.717 (meters)     1035.81  (feet) COMP
 DJ8628  MODELED GRAVITY -    980,548.4   (mgal)                       NAVD 88
 DJ8628
 DJ8628  VERT ORDER      -  SECOND    CLASS I
 DJ8628
 DJ8628  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DJ8628  Standards:
 DJ8628         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DJ8628            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DJ8628  -------------------------------------------------------------------
 DJ8628  NETWORK    0.45   0.78           0.20   0.16   0.40     -0.00736807
 DJ8628  -------------------------------------------------------------------
 DJ8628  Click here for local accuracies and other accuracy information.
 DJ8628
 DJ8628.The horizontal coordinates were established by GPS observations
 DJ8628.and adjusted by the MN DEPT OF TRANSP in June 2025.
 DJ8628
 DJ8628.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DJ8628.been affixed to the stable North American tectonic plate. See 
 DJ8628.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DJ8628
 DJ8628.The horizontal coordinates are valid at the epoch date displayed above
 DJ8628.which is a decimal equivalence of Year/Month/Day.
 DJ8628
 DJ8628.The orthometric height was determined by differential leveling and
 DJ8628.adjusted by the NATIONAL GEODETIC SURVEY
 DJ8628.in July 2008.
 DJ8628
 DJ8628.Significant digits in the geoid height do not necessarily reflect accuracy.
 DJ8628.GEOID18 height accuracy estimate available here.
 DJ8628
 DJ8628.Click photographs - Photos may exist for this station.
 DJ8628
 DJ8628.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DJ8628
 DJ8628.The Laplace correction was computed from DEFLEC18 derived deflections.
 DJ8628
 DJ8628.The ellipsoidal height was determined by GPS observations
 DJ8628.and is referenced to NAD 83.
 DJ8628
 DJ8628.The dynamic height is computed by dividing the NAVD 88
 DJ8628.geopotential number by the normal gravity value computed on the
 DJ8628.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ8628.degrees latitude (g = 980.6199 gals.).
 DJ8628
 DJ8628.The modeled gravity was interpolated from observed gravity values.
 DJ8628
 DJ8628. The following values were computed from the NAD 83(2011) position.
 DJ8628
 DJ8628;                    North         East     Units Scale Factor Converg.
 DJ8628;SPC MN S     -   364,557.336   606,462.194   MT  1.00003306   -1 43 53.1
 DJ8628;SPC MN S     - 1,196,051.86  1,989,701.38   sFT  1.00003306   -1 43 53.1
 DJ8628;UTM  14      - 5,025,454.406   698,154.161   MT  1.00008280   +1 48 01.7
 DJ8628
 DJ8628!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DJ8628!SPC MN S     -   0.99995459  x   1.00003306  =   0.99998765
 DJ8628!UTM  14      -   0.99995459  x   1.00008280  =   1.00003739
 DJ8628
 DJ8628_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPR9815425454(NAD 83)
 DJ8628
 DJ8628                          SUPERSEDED SURVEY CONTROL
 DJ8628
 DJ8628.No superseded survey control is available for this station.
 DJ8628
 DJ8628_MARKER: DD = SURVEY DISK
 DJ8628_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DJ8628_STAMPING: 0609 AE 2005
 DJ8628_MARK LOGO: MNDT
 DJ8628_PROJECTION: FLUSH
 DJ8628_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DJ8628_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DJ8628_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DJ8628+SATELLITE: SATELLITE OBSERVATIONS - November 15, 2023
 DJ8628_ROD/PIPE-DEPTH: 16.8 meters
 DJ8628
 DJ8628  HISTORY     - Date     Condition        Report By
 DJ8628  HISTORY     - 20051220 MONUMENTED       MNDT
 DJ8628  HISTORY     - 20100401 GOOD             MNDT
 DJ8628  HISTORY     - 20231115 GOOD             MNDT
 DJ8628
 DJ8628                          STATION DESCRIPTION
 DJ8628
 DJ8628'DESCRIBED BY MN DEPT OF TRANSP 2005
 DJ8628'2.0 MI (3.2 KM) NORTHWEST OF ORTONVILLE, 4.2 MI (6.8 KM) NORTHWEST
 DJ8628'ALONG TRUNK HIGHWAY 7 FROM THE JUNCTION OF TRUNK HIGHWAY 7 AND TRUNK
 DJ8628'HIGHWAY 12 IN ORTONVILLE, AT TRUNK HIGHWAY 7 MILE POINT 22.1, 66.8 FT
 DJ8628'(20.4 M) SOUTH OF COUNTY ROAD 34, 41.8 FT (12.7 M) EAST OF TRUNK
 DJ8628'HIGHWAY 7, 1.0 FT (0.3 M) WEST OF A WITNESS POST
 DJ8628
 DJ8628                          STATION RECOVERY (2010)
 DJ8628
 DJ8628'RECOVERY NOTE BY MN DEPT OF TRANSP 2010 (WGN)
 DJ8628'3.6 MI (5.8 KM) NORTHWEST OF ORTONVILLE, 4.2 MI (6.8 KM) NORTHWEST
 DJ8628'ALONG TRUNK HIGHWAY 7  FROM THE JUNCTION OF TRUNK HIGHWAY 7 AND TRUNK
 DJ8628'HIGHWAY 12 IN ORTONVILLE, AT TRUNK HIGHWAY 7 MILE POINT 22.1, 66.8 FT
 DJ8628'(20.4 M) SOUTH OF COUNTY ROAD 34, 41.8 FT (12.7 M) EAST OF TRUNK
 DJ8628'HIGHWAY 7, 1.0 FT (0.3 M) WEST OF A WITNESS POST.
 DJ8628
 DJ8628                          STATION RECOVERY (2023)
 DJ8628
 DJ8628'RECOVERY NOTE BY MN DEPT OF TRANSP 2023 (KMS)
 DJ8628'THE MARK IS LOCATED ABOUT 3.6 MI (5.8 KM) NORTHWEST OF ORTONVILLE, 4.2
 DJ8628'MI (6.8 KM) NORTHWEST ALONG TRUNK HIGHWAY 7 FROM THE JUNCTION OF TRUNK
 DJ8628'HIGHWAY 7 AND TRUNK HIGHWAY 12 IN ORTONVILLE, AT TRUNK HIGHWAY 7 MILE
 DJ8628'POINT 22.1, 66.8 FT (20.4 M) SOUTH OF COUNTY ROAD 34, 41.8 FT (12.7 M)
 DJ8628'EAST OF TRUNK HIGHWAY 7, 1.0 FT (0.3 M) WEST OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DS3667 ***********************************************************************
 DS3667  HT_MOD      -  This is a Height Modernization Survey Station.
 DS3667  DESIGNATION -  0609 AG
 DS3667  PID         -  DS3667
 DS3667  STATE/COUNTY-  MN/BIG STONE
 DS3667  COUNTRY     -  US
 DS3667  USGS QUAD   -  ORTONVILLE (2019)
 DS3667
 DS3667                         *CURRENT SURVEY CONTROL
 DS3667  ______________________________________________________________________
 DS3667* NAD 83(2011) POSITION- 45 20 21.96955(N) 096 27 50.76950(W)   ADJUSTED
 DS3667* NAD 83(2011) ELLIP HT-   279.200 (meters)        (06/05/25)   ADJUSTED
 DS3667* NAD 83(2011) EPOCH   -  2010.00
 DS3667* NAVD 88 ORTHO HEIGHT -   305.31  (meters)     1001.7   (feet) GPS OBS
 DS3667  ______________________________________________________________________
 DS3667  GEOID HEIGHT    -        -26.109 (meters)                     GEOID18
 DS3667  NAD 83(2011) X  -   -505,603.704 (meters)                     COMP
 DS3667  NAD 83(2011) Y  - -4,462,482.542 (meters)                     COMP
 DS3667  NAD 83(2011) Z  -  4,514,142.195 (meters)                     COMP
 DS3667  LAPLACE CORR    -         -1.15  (seconds)                    DEFLEC18
 DS3667
 DS3667  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DS3667  Standards:
 DS3667         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DS3667            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DS3667  -------------------------------------------------------------------
 DS3667  NETWORK    0.48   0.84           0.21   0.18   0.43      0.02773358
 DS3667  -------------------------------------------------------------------
 DS3667  Click here for local accuracies and other accuracy information.
 DS3667
 DS3667.The horizontal coordinates were established by GPS observations
 DS3667.and adjusted by the MN DEPT OF TRANSP in June 2025.
 DS3667
 DS3667.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DS3667.been affixed to the stable North American tectonic plate. See 
 DS3667.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DS3667
 DS3667.The horizontal coordinates are valid at the epoch date displayed above
 DS3667.which is a decimal equivalence of Year/Month/Day.
 DS3667
 DS3667.The orthometric height was determined by GPS observations and a
 DS3667.high-resolution geoid model using precise GPS observation and
 DS3667.processing techniques.
 DS3667
 DS3667.Significant digits in the geoid height do not necessarily reflect accuracy.
 DS3667.GEOID18 height accuracy estimate available here.
 DS3667
 DS3667.Click photographs - Photos may exist for this station.
 DS3667
 DS3667.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DS3667
 DS3667.The Laplace correction was computed from DEFLEC18 derived deflections.
 DS3667
 DS3667.The ellipsoidal height was determined by GPS observations
 DS3667.and is referenced to NAD 83.
 DS3667
 DS3667. The following values were computed from the NAD 83(2011) position.
 DS3667
 DS3667;                    North         East     Units Scale Factor Converg.
 DS3667;SPC MN S     -   362,860.576   606,887.495   MT  1.00002914   -1 43 37.8
 DS3667;SPC MN S     - 1,190,485.07  1,991,096.72   sFT  1.00002914   -1 43 37.8
 DS3667;UTM  14      - 5,023,786.978   698,683.203   MT  1.00008538   +1 48 15.6
 DS3667
 DS3667!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DS3667!SPC MN S     -   0.99995623  x   1.00002914  =   0.99998537
 DS3667!UTM  14      -   0.99995623  x   1.00008538  =   1.00004161
 DS3667
 DS3667_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPR9868323786(NAD 83)
 DS3667
 DS3667                          SUPERSEDED SURVEY CONTROL
 DS3667
 DS3667.No superseded survey control is available for this station.
 DS3667
 DS3667_MARKER: F = FLANGE-ENCASED ROD
 DS3667_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DS3667_STAMPING: 0609 AG 2023
 DS3667_MARK LOGO: MNDT
 DS3667_PROJECTION: RECESSED 8 CENTIMETERS
 DS3667_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DS3667_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DS3667_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DS3667+SATELLITE: SATELLITE OBSERVATIONS - November 22, 2023
 DS3667_ROD/PIPE-DEPTH: 15.2 meters
 DS3667
 DS3667  HISTORY     - Date     Condition        Report By
 DS3667  HISTORY     - 20231122 MONUMENTED       MNDT
 DS3667
 DS3667                          STATION DESCRIPTION
 DS3667
 DS3667'DESCRIBED BY MN DEPT OF TRANSP 2023
 DS3667'THE MARK IS LOCATED IN BIG STONE COUNTY, MINNESOTA.
 DS3667'
 DS3667'THE MARK IS LOCATED ABOUT 3.0 MI (4.8 KM) NORTHWEST OF ORTONVILLE, 3.0
 DS3667'MI (4.8 KM) NORTHWEST ALONG TRUNK HIGHWAY 7 FROM THE WEST JUNCTION OF
 DS3667'TRUNK HIGHWAY 7 AND TRUNK HIGHWAY 12 IN ORTONVILLE, AT TRUNK HIGHWAY 7
 DS3667'MILE POINT 23.2.
 DS3667'
 DS3667'MARK IS 32.3 FT (9.8 M) SOUTHWEST OF TRUNK HIGHWAY 7, 86.5 FT (26.4 M)
 DS3667'NORTHWEST OF DRIVEWAYS NUMBER 39301/39275, 1.5 FT (0.5 M) SOUTHEAST OF
 DS3667'A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DJ8644 ***********************************************************************
 DJ8644  DESIGNATION -  0609 B
 DJ8644  PID         -  DJ8644
 DJ8644  STATE/COUNTY-  MN/BIG STONE
 DJ8644  COUNTRY     -  US
 DJ8644  USGS QUAD   -  BEARDSLEY (2019)
 DJ8644
 DJ8644                         *CURRENT SURVEY CONTROL
 DJ8644  ______________________________________________________________________
 DJ8644* NAD 83(2011) POSITION- 45 32 43.25783(N) 096 42 00.78830(W)   ADJUSTED
 DJ8644* NAD 83(2011) ELLIP HT-   314.941 (meters)        (06/27/12)   ADJUSTED
 DJ8644* NAD 83(2011) EPOCH   -  2010.00
 DJ8644* NAVD 88 ORTHO HEIGHT -   340.944 (meters)     1118.58  (feet) ADJUSTED
 DJ8644  ______________________________________________________________________
 DJ8644  GEOID HEIGHT    -        -26.005 (meters)                     GEOID18
 DJ8644  NAD 83(2011) X  -   -522,089.531 (meters)                     COMP
 DJ8644  NAD 83(2011) Y  - -4,444,189.773 (meters)                     COMP
 DJ8644  NAD 83(2011) Z  -  4,530,225.328 (meters)                     COMP
 DJ8644  LAPLACE CORR    -         -1.64  (seconds)                    DEFLEC18
 DJ8644  DYNAMIC HEIGHT  -        340.928 (meters)     1118.53  (feet) COMP
 DJ8644  MODELED GRAVITY -    980,559.5   (mgal)                       NAVD 88
 DJ8644
 DJ8644  VERT ORDER      -  SECOND    CLASS I
 DJ8644
 DJ8644  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DJ8644  Standards:
 DJ8644         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DJ8644            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DJ8644  -------------------------------------------------------------------
 DJ8644  NETWORK    0.29   0.47           0.13   0.10   0.24     -0.01558997
 DJ8644  -------------------------------------------------------------------
 DJ8644  Click here for local accuracies and other accuracy information.
 DJ8644
 DJ8644.The horizontal coordinates were established by GPS observations
 DJ8644.and adjusted by the National Geodetic Survey in June 2012.
 DJ8644
 DJ8644.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DJ8644.been affixed to the stable North American tectonic plate. See 
 DJ8644.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DJ8644
 DJ8644.The horizontal coordinates are valid at the epoch date displayed above
 DJ8644.which is a decimal equivalence of Year/Month/Day.
 DJ8644
 DJ8644.The orthometric height was determined by differential leveling and
 DJ8644.adjusted by the NATIONAL GEODETIC SURVEY
 DJ8644.in July 2008.
 DJ8644
 DJ8644.Significant digits in the geoid height do not necessarily reflect accuracy.
 DJ8644.GEOID18 height accuracy estimate available here.
 DJ8644
 DJ8644.Click photographs - Photos may exist for this station.
 DJ8644
 DJ8644.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DJ8644
 DJ8644.The Laplace correction was computed from DEFLEC18 derived deflections.
 DJ8644
 DJ8644.The ellipsoidal height was determined by GPS observations
 DJ8644.and is referenced to NAD 83.
 DJ8644
 DJ8644.The dynamic height is computed by dividing the NAVD 88
 DJ8644.geopotential number by the normal gravity value computed on the
 DJ8644.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ8644.degrees latitude (g = 980.6199 gals.).
 DJ8644
 DJ8644.The modeled gravity was interpolated from observed gravity values.
 DJ8644
 DJ8644. The following values were computed from the NAD 83(2011) position.
 DJ8644
 DJ8644;                    North         East     Units Scale Factor Converg.
 DJ8644;SPC MN S     -   386,319.242   589,145.299   MT  1.00008846   -1 53 33.6
 DJ8644;SPC MN S     - 1,267,449.05  1,932,887.54   sFT  1.00008846   -1 53 33.6
 DJ8644;UTM  14      - 5,046,107.269   679,529.387   MT  0.99999628   +1 38 31.3
 DJ8644
 DJ8644!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DJ8644!SPC MN S     -   0.99995063  x   1.00008846  =   1.00003908
 DJ8644!UTM  14      -   0.99995063  x   0.99999628  =   0.99994691
 DJ8644
 DJ8644_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPR7952946107(NAD 83)
 DJ8644
 DJ8644                          SUPERSEDED SURVEY CONTROL
 DJ8644
 DJ8644  NAD 83(2007)-  45 32 43.25784(N)    096 42 00.78926(W) AD(2002.00) 1
 DJ8644  ELLIP H (07/09/09)  314.967  (m)                       GP(2002.00) 3 1
 DJ8644  NAD 83(1996)-  45 32 43.25731(N)    096 42 00.78883(W) AD(       ) 1
 DJ8644  ELLIP H (03/06/08)  315.001  (m)                       GP(       ) 3 1
 DJ8644  NAVD 88             340.95   (m)         1118.6    (f) LEVELING    3  
 DJ8644
 DJ8644.Superseded values are not recommended for survey control.
 DJ8644
 DJ8644.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ8644.See file dsdata.pdf to determine how the superseded data were derived.
 DJ8644
 DJ8644_MARKER: DB = BENCH MARK DISK
 DJ8644_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 DJ8644_STAMPING: 0609 B 1956
 DJ8644_MARK LOGO: MNHD
 DJ8644_PROJECTION: RECESSED 3 CENTIMETERS
 DJ8644_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DJ8644_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DJ8644_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DJ8644+SATELLITE: SATELLITE OBSERVATIONS - November 15, 2023
 DJ8644
 DJ8644  HISTORY     - Date     Condition        Report By
 DJ8644  HISTORY     - 1956     MONUMENTED       MNHD
 DJ8644  HISTORY     - 20051018 GOOD             MNDT
 DJ8644  HISTORY     - 20060321 GOOD             MNDT
 DJ8644  HISTORY     - 20210607 GOOD             MNDT
 DJ8644  HISTORY     - 20231115 GOOD             MNDT
 DJ8644
 DJ8644                          STATION DESCRIPTION
 DJ8644
 DJ8644'DESCRIBED BY MN HIGHWAY DEPT 1956
 DJ8644'1 MILE SOUTH OF BEARDSLEY, 0.9 MILES SOUTH ALONG TRUNK HIGHWAY 7 FROM
 DJ8644'JUNCTION OF TRUNK HIGHWAY 7 AND TRUNK HIGHWAY 28 NEAR BEARDSLEY, AT
 DJ8644'TRUNK HIGHWAY 7 MILEPOINT 0.9, 73 FEET WEST OF TRUNK HIGHWAY 7, 25.0
 DJ8644'FEET NORTH OF FIELD ENTRANCE, 19.5 FEET SOUTH OF CABLE BOX NUMBER
 DJ8644'0105, 0.6 FEET NORTHEAST OF WITNESS POST.
 DJ8644
 DJ8644                          STATION RECOVERY (2005)
 DJ8644
 DJ8644'RECOVERY NOTE BY MN DEPT OF TRANSP 2005 (WAS)
 DJ8644'RECOVERED AS DESCRIBED.
 DJ8644
 DJ8644                          STATION RECOVERY (2006)
 DJ8644
 DJ8644'RECOVERY NOTE BY MN DEPT OF TRANSP 2006 (LLW)
 DJ8644'1.0 MI (1.6 KM) SOUTH OF BEARDSLEY, 0.9 MI (1.4 KM) SOUTH ALONG TRUNK
 DJ8644'HIGHWAY 7 FROM THE JUNCTION OF TRUNK HIGHWAY 7 AND TRUNK HIGHWAY 28
 DJ8644'NEAR BEARDSLEY, AT TRUNK HIGHWAY 7 MILE POINT 0.9, 73 FT (22.3 M) WEST
 DJ8644'OF TRUNK HIGHWAY 7, 25.0 FT (7.6 M) NORTH OF A FIELD ENTRANCE, 19.5 FT
 DJ8644'(5.9 M) SOUTH OF CABLE BOX NUMBER 0105, 0.6 FT (0.2 M) NORTHEAST OF A
 DJ8644'WITNESS POST
 DJ8644
 DJ8644                          STATION RECOVERY (2021)
 DJ8644
 DJ8644'RECOVERY NOTE BY MN DEPT OF TRANSP 2021 (TJD)
 DJ8644'RECOVERED IN GOOD CONDITION.
 DJ8644
 DJ8644                          STATION RECOVERY (2023)
 DJ8644
 DJ8644'RECOVERY NOTE BY MN DEPT OF TRANSP 2023 (TJD)
 DJ8644'THE MARK IS LOCATED ABOUT 1.0 MI (1.6 KM) SOUTH OF BEARDSLEY, 0.9 MI
 DJ8644'(1.4 KM) SOUTH ALONG TRUNK HIGHWAY 7 FROM THE JUNCTION OF TRUNK
 DJ8644'HIGHWAY 7 AND TRUNK HIGHWAY 28 NEAR BEARDSLEY, AT TRUNK HIGHWAY 7 MILE
 DJ8644'POINT 0.9, 73.0 FT (22.3 M) WEST OF TRUNK HIGHWAY 7, 25.0 FT (7.6 M)
 DJ8644'NORTH OF THE FIELD ENTRANCE, 19.5 FT (5.9 M) SOUTH OF CABLE BOX NUMBER
 DJ8644'0105, 0.6 FT (18 CM) NORTHEAST OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DJ8642 ***********************************************************************
 DJ8642  DESIGNATION -  0609 D
 DJ8642  PID         -  DJ8642
 DJ8642  STATE/COUNTY-  MN/BIG STONE
 DJ8642  COUNTRY     -  US
 DJ8642  USGS QUAD   -  BEARDSLEY (2019)
 DJ8642
 DJ8642                         *CURRENT SURVEY CONTROL
 DJ8642  ______________________________________________________________________
 DJ8642* NAD 83(2011) POSITION- 45 30 58.34915(N) 096 41 58.45564(W)   ADJUSTED
 DJ8642* NAD 83(2011) ELLIP HT-   311.758 (meters)        (06/05/25)   ADJUSTED
 DJ8642* NAD 83(2011) EPOCH   -  2010.00
 DJ8642* NAVD 88 ORTHO HEIGHT -   337.753 (meters)     1108.11  (feet) ADJUSTED
 DJ8642  ______________________________________________________________________
 DJ8642  GEOID HEIGHT    -        -25.988 (meters)                     GEOID18
 DJ8642  NAD 83(2011) X  -   -522,308.670 (meters)                     COMP
 DJ8642  NAD 83(2011) Y  - -4,446,489.106 (meters)                     COMP
 DJ8642  NAD 83(2011) Z  -  4,527,954.062 (meters)                     COMP
 DJ8642  LAPLACE CORR    -         -1.81  (seconds)                    DEFLEC18
 DJ8642  DYNAMIC HEIGHT  -        337.736 (meters)     1108.06  (feet) COMP
 DJ8642  MODELED GRAVITY -    980,557.3   (mgal)                       NAVD 88
 DJ8642
 DJ8642  VERT ORDER      -  SECOND    CLASS I
 DJ8642
 DJ8642  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DJ8642  Standards:
 DJ8642         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DJ8642            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DJ8642  -------------------------------------------------------------------
 DJ8642  NETWORK    0.52   1.00           0.23   0.19   0.51     -0.03603012
 DJ8642  -------------------------------------------------------------------
 DJ8642  Click here for local accuracies and other accuracy information.
 DJ8642
 DJ8642.The horizontal coordinates were established by GPS observations
 DJ8642.and adjusted by the MN DEPT OF TRANSP in June 2025.
 DJ8642
 DJ8642.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DJ8642.been affixed to the stable North American tectonic plate. See 
 DJ8642.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DJ8642
 DJ8642.The horizontal coordinates are valid at the epoch date displayed above
 DJ8642.which is a decimal equivalence of Year/Month/Day.
 DJ8642
 DJ8642.The orthometric height was determined by differential leveling and
 DJ8642.adjusted by the NATIONAL GEODETIC SURVEY
 DJ8642.in July 2008.
 DJ8642
 DJ8642.Significant digits in the geoid height do not necessarily reflect accuracy.
 DJ8642.GEOID18 height accuracy estimate available here.
 DJ8642
 DJ8642.Click photographs - Photos may exist for this station.
 DJ8642
 DJ8642.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DJ8642
 DJ8642.The Laplace correction was computed from DEFLEC18 derived deflections.
 DJ8642
 DJ8642.The ellipsoidal height was determined by GPS observations
 DJ8642.and is referenced to NAD 83.
 DJ8642
 DJ8642.The dynamic height is computed by dividing the NAVD 88
 DJ8642.geopotential number by the normal gravity value computed on the
 DJ8642.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ8642.degrees latitude (g = 980.6199 gals.).
 DJ8642
 DJ8642.The modeled gravity was interpolated from observed gravity values.
 DJ8642
 DJ8642. The following values were computed from the NAD 83(2011) position.
 DJ8642
 DJ8642;                    North         East     Units Scale Factor Converg.
 DJ8642;SPC MN S     -   383,080.239   589,088.926   MT  1.00007927   -1 53 31.9
 DJ8642;SPC MN S     - 1,256,822.42  1,932,702.58   sFT  1.00007927   -1 53 31.9
 DJ8642;UTM  14      - 5,042,871.233   679,672.780   MT  0.99999692   +1 38 30.0
 DJ8642
 DJ8642!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DJ8642!SPC MN S     -   0.99995113  x   1.00007927  =   1.00003039
 DJ8642!UTM  14      -   0.99995113  x   0.99999692  =   0.99994805
 DJ8642
 DJ8642_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPR7967242871(NAD 83)
 DJ8642
 DJ8642                          SUPERSEDED SURVEY CONTROL
 DJ8642
 DJ8642.No superseded survey control is available for this station.
 DJ8642
 DJ8642_MARKER: DB = BENCH MARK DISK
 DJ8642_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 DJ8642_STAMPING: 0609 D 1956
 DJ8642_MARK LOGO: MNHD
 DJ8642_PROJECTION: FLUSH
 DJ8642_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DJ8642_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DJ8642_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DJ8642+SATELLITE: SATELLITE OBSERVATIONS - November 15, 2023
 DJ8642
 DJ8642  HISTORY     - Date     Condition        Report By
 DJ8642  HISTORY     - 1956     MONUMENTED       MNHD
 DJ8642  HISTORY     - 20060322 GOOD             MNDT
 DJ8642  HISTORY     - 20210607 GOOD             MNDT
 DJ8642  HISTORY     - 20231115 GOOD             MNDT
 DJ8642
 DJ8642                          STATION DESCRIPTION
 DJ8642
 DJ8642'DESCRIBED BY MN DEPT OF TRANSP 2006 (LLW)
 DJ8642'3.0 MI (4.8 KM) SOUTH OF BEARDSLEY, 3.0 MI (4.8 KM) SOUTH ALONG TRUNK
 DJ8642'HIGHWAY 7 FROM THE JUNCTION OF TRUNK HIGHWAY 7 AND TRUNK HIGHWAY 28
 DJ8642'NEAR BEARDSLEY, AT TRUNK HIGHWAY 7 MILE POINT 2.95, 87 FT (26.5 M)
 DJ8642'EAST OF TRUNK HIGHWAY 7 ON EAST/WEST FENCE LINE, 40.0 FT (12.2 M)
 DJ8642'NORTH OF TELEPHONE PEDESTAL, 24.4 FT (7.4 M) NORTH OF A FIELD
 DJ8642'ENTRANCE, 0.6 FT (0.2 M) SOUTH OF A WITNESS POST
 DJ8642
 DJ8642                          STATION RECOVERY (2021)
 DJ8642
 DJ8642'RECOVERY NOTE BY MN DEPT OF TRANSP 2021 (TJD)
 DJ8642'RECOVERED IN GOOD CONDITION.
 DJ8642
 DJ8642                          STATION RECOVERY (2023)
 DJ8642
 DJ8642'RECOVERY NOTE BY MN DEPT OF TRANSP 2023 (TJD)
 DJ8642'THE MARK IS LOCATED ABOUT 3.0 MI (4.8 KM) SOUTH OF BEARDSLEY, 3.0 MI
 DJ8642'(4.8 KM) SOUTH ALONG TRUNK HIGHWAY 7 FROM THE JUNCTION OF TRUNK
 DJ8642'HIGHWAY 7 AND TRUNK HIGHWAY 28 NEAR BEARDSLEY, AT TRUNK HIGHWAY 7 MILE
 DJ8642'POINT 2.95, 87.0 FT (26.5 M) EAST OF TRUNK HIGHWAY 7 ON AN EAST/WEST
 DJ8642'FENCE LINE, 40.0 FT (12.2 M) NORTH OF A TELEPHONE PEDESTAL, 24.4 FT
 DJ8642'(7.4 M) NORTH OF THE FIELD ENTRANCE, 0.6 FT (18 CM) SOUTH OF A WITNESS
 DJ8642'POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DJ8659 ***********************************************************************
 DJ8659  DESIGNATION -  0609 EE
 DJ8659  PID         -  DJ8659
 DJ8659  STATE/COUNTY-  MN/BIG STONE
 DJ8659  COUNTRY     -  US
 DJ8659  USGS QUAD   -  BIG STONE LAKE WEST (2019)
 DJ8659
 DJ8659                         *CURRENT SURVEY CONTROL
 DJ8659  ______________________________________________________________________
 DJ8659* NAD 83(2011) POSITION- 45 28 21.42850(N) 096 41 55.27230(W)   ADJUSTED
 DJ8659* NAD 83(2011) ELLIP HT-   308.386 (meters)        (06/05/25)   ADJUSTED
 DJ8659* NAD 83(2011) EPOCH   -  2010.00
 DJ8659* NAVD 88 ORTHO HEIGHT -   334.383 (meters)     1097.05  (feet) ADJUSTED
 DJ8659  ______________________________________________________________________
 DJ8659  GEOID HEIGHT    -        -25.974 (meters)                     GEOID18
 DJ8659  NAD 83(2011) X  -   -522,642.814 (meters)                     COMP
 DJ8659  NAD 83(2011) Y  - -4,449,926.448 (meters)                     COMP
 DJ8659  NAD 83(2011) Z  -  4,524,555.564 (meters)                     COMP
 DJ8659  LAPLACE CORR    -         -2.23  (seconds)                    DEFLEC18
 DJ8659  DYNAMIC HEIGHT  -        334.365 (meters)     1097.00  (feet) COMP
 DJ8659  MODELED GRAVITY -    980,554.6   (mgal)                       NAVD 88
 DJ8659
 DJ8659  VERT ORDER      -  SECOND    CLASS I
 DJ8659
 DJ8659  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DJ8659  Standards:
 DJ8659         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DJ8659            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DJ8659  -------------------------------------------------------------------
 DJ8659  NETWORK    0.52   0.94           0.23   0.19   0.48     -0.05043844
 DJ8659  -------------------------------------------------------------------
 DJ8659  Click here for local accuracies and other accuracy information.
 DJ8659
 DJ8659.The horizontal coordinates were established by GPS observations
 DJ8659.and adjusted by the MN DEPT OF TRANSP in June 2025.
 DJ8659
 DJ8659.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DJ8659.been affixed to the stable North American tectonic plate. See 
 DJ8659.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DJ8659
 DJ8659.The horizontal coordinates are valid at the epoch date displayed above
 DJ8659.which is a decimal equivalence of Year/Month/Day.
 DJ8659
 DJ8659.The orthometric height was determined by differential leveling and
 DJ8659.adjusted by the NATIONAL GEODETIC SURVEY
 DJ8659.in July 2008.
 DJ8659
 DJ8659.Significant digits in the geoid height do not necessarily reflect accuracy.
 DJ8659.GEOID18 height accuracy estimate available here.
 DJ8659
 DJ8659.Click photographs - Photos may exist for this station.
 DJ8659
 DJ8659.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DJ8659
 DJ8659.The Laplace correction was computed from DEFLEC18 derived deflections.
 DJ8659
 DJ8659.The ellipsoidal height was determined by GPS observations
 DJ8659.and is referenced to NAD 83.
 DJ8659
 DJ8659.The dynamic height is computed by dividing the NAVD 88
 DJ8659.geopotential number by the normal gravity value computed on the
 DJ8659.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ8659.degrees latitude (g = 980.6199 gals.).
 DJ8659
 DJ8659.The modeled gravity was interpolated from observed gravity values.
 DJ8659
 DJ8659. The following values were computed from the NAD 83(2011) position.
 DJ8659
 DJ8659;                    North         East     Units Scale Factor Converg.
 DJ8659;SPC MN S     -   378,235.694   588,998.064   MT  1.00006601   -1 53 29.7
 DJ8659;SPC MN S     - 1,240,928.27  1,932,404.48   sFT  1.00006601   -1 53 29.7
 DJ8659;UTM  14      - 5,038,030.661   679,880.635   MT  0.99999784   +1 38 27.9
 DJ8659
 DJ8659!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DJ8659!SPC MN S     -   0.99995165  x   1.00006601  =   1.00001766
 DJ8659!UTM  14      -   0.99995165  x   0.99999784  =   0.99994949
 DJ8659
 DJ8659_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPR7988038030(NAD 83)
 DJ8659
 DJ8659                          SUPERSEDED SURVEY CONTROL
 DJ8659
 DJ8659.No superseded survey control is available for this station.
 DJ8659
 DJ8659_MARKER: DB = BENCH MARK DISK
 DJ8659_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 DJ8659_STAMPING: 0609 EE 1956
 DJ8659_MARK LOGO: MNHD
 DJ8659_PROJECTION: RECESSED 15 CENTIMETERS
 DJ8659_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DJ8659_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DJ8659_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DJ8659+SATELLITE: SATELLITE OBSERVATIONS - November 15, 2023
 DJ8659
 DJ8659  HISTORY     - Date     Condition        Report By
 DJ8659  HISTORY     - 1956     MONUMENTED       MNHD
 DJ8659  HISTORY     - 20060322 GOOD             MNDT
 DJ8659  HISTORY     - 20070531 GOOD             MNDT
 DJ8659  HISTORY     - 20231115 GOOD             MNDT
 DJ8659
 DJ8659                          STATION DESCRIPTION
 DJ8659
 DJ8659'DESCRIBED BY MN DEPT OF TRANSP 2006 (LLW)
 DJ8659'6.0 MI (9.7 KM) SOUTH OF BEARDSLEY, 5.95 MI (9.6 KM) SOUTH ALONG TRUNK
 DJ8659'HIGHWAY 7 FROM THE JUNCTION OF TRUNK HIGHWAY 7 AND TRUNK HIGHWAY 28
 DJ8659'NEAR BEARDSLEY, AT TRUNK HIGHWAY 7 MILE POINT 5.95, 115 FT (35.1 M)
 DJ8659'EAST OF TRUNK HIGHWAY 7, 31.5 FT (9.6 M) NORTH OF SECTION LINE ROAD,
 DJ8659'0.7 FT (0.2 M) SOUTH OF A WITNESS POST
 DJ8659
 DJ8659                          STATION RECOVERY (2007)
 DJ8659
 DJ8659'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (CAG)
 DJ8659'RECOVERED IN GOOD CONDITION.
 DJ8659
 DJ8659                          STATION RECOVERY (2023)
 DJ8659
 DJ8659'RECOVERY NOTE BY MN DEPT OF TRANSP 2023 (TJD)
 DJ8659'THE MARK IS LOCATED ABOUT 6.0 MI (9.7 KM) SOUTH OF BEARDSLEY, 5.95 MI
 DJ8659'(9.57 KM) SOUTH ALONG TRUNK HIGHWAY 7 FROM THE JUNCTION OF TRUNK
 DJ8659'HIGHWAY 7 AND TRUNK HIGHWAY 28 NEAR BEARDSLEY, AT TRUNK HIGHWAY 7 MILE
 DJ8659'POINT 5.95, 118.5 FT (36.1 M) EAST OF TRUNK HIGHWAY 7, 35.5 FT (10.8
 DJ8659'M) NORTH OF A SECTION LINE ROAD, 0.7 FT (21 CM) SOUTH OF A WITNESS
 DJ8659'POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DJ8660 ***********************************************************************
 DJ8660  DESIGNATION -  0609 FF
 DJ8660  PID         -  DJ8660
 DJ8660  STATE/COUNTY-  MN/BIG STONE
 DJ8660  COUNTRY     -  US
 DJ8660  USGS QUAD   -  BIG STONE LAKE WEST (2019)
 DJ8660
 DJ8660                         *CURRENT SURVEY CONTROL
 DJ8660  ______________________________________________________________________
 DJ8660* NAD 83(1986) POSITION- 45 29 12.     (N) 096 41 59.     (W)   SCALED
 DJ8660* NAVD 88 ORTHO HEIGHT -   335.928 (meters)     1102.12  (feet) ADJUSTED
 DJ8660  ______________________________________________________________________
 DJ8660  GEOID HEIGHT    -        -25.978 (meters)                     GEOID18
 DJ8660  DYNAMIC HEIGHT  -        335.911 (meters)     1102.07  (feet) COMP
 DJ8660  MODELED GRAVITY -    980,556.2   (mgal)                       NAVD 88
 DJ8660
 DJ8660  VERT ORDER      -  SECOND    CLASS I
 DJ8660
 DJ8660.The horizontal coordinates were scaled from a map and have
 DJ8660.an estimated accuracy of +/- 6 seconds.
 DJ8660
 DJ8660.The orthometric height was determined by differential leveling and
 DJ8660.adjusted by the NATIONAL GEODETIC SURVEY
 DJ8660.in July 2008.
 DJ8660
 DJ8660.Significant digits in the geoid height do not necessarily reflect accuracy.
 DJ8660.GEOID18 height accuracy estimate available here.
 DJ8660
 DJ8660.Click photographs - Photos may exist for this station.
 DJ8660
 DJ8660.The dynamic height is computed by dividing the NAVD 88
 DJ8660.geopotential number by the normal gravity value computed on the
 DJ8660.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ8660.degrees latitude (g = 980.6199 gals.).
 DJ8660
 DJ8660.The modeled gravity was interpolated from observed gravity values.
 DJ8660
 DJ8660;                    North         East    Units  Estimated Accuracy
 DJ8660;SPC MN S     -   379,800.      588,970.      MT  (+/- 180 meters Scaled)
 DJ8660
 DJ8660_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPR797395(NAD 83)
 DJ8660
 DJ8660                          SUPERSEDED SURVEY CONTROL
 DJ8660
 DJ8660.No superseded survey control is available for this station.
 DJ8660
 DJ8660_MARKER: DB = BENCH MARK DISK
 DJ8660_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 DJ8660_STAMPING: 0609 FF 1956
 DJ8660_MARK LOGO: MNHD
 DJ8660_PROJECTION: FLUSH
 DJ8660_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DJ8660_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DJ8660_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DJ8660+SATELLITE: SATELLITE OBSERVATIONS - May 31, 2007
 DJ8660
 DJ8660  HISTORY     - Date     Condition        Report By
 DJ8660  HISTORY     - 1956     MONUMENTED       MNHD
 DJ8660  HISTORY     - 20060322 GOOD             MNDT
 DJ8660  HISTORY     - 20070531 GOOD             MNDT
 DJ8660
 DJ8660                          STATION DESCRIPTION
 DJ8660
 DJ8660'DESCRIBED BY MN DEPT OF TRANSP 2006 (LLW)
 DJ8660'AT SOUTHWEST CORNER OF THE JUNCTION OF TRUNK HIGHWAY 7 AND COUNTY ROAD
 DJ8660'58, 4.95 MI (8.0 KM) SOUTH ALONG TRUNK HIGHWAY 7 FROM THE JUNCTION OF
 DJ8660'TRUNK HIGHWAY 7 AND TRUNK HIGHWAY 28 AT BEARDSLEY, 176 FT (53.6 M)
 DJ8660'WEST OF TRUNK HIGHWAY 7, AT TRUNK HIGHWAY 7 MILE POINT 4.95, 32 FT
 DJ8660'(9.8 M) SOUTH OF COUNTY ROAD 58, 80.6 FT (24.6 M) SOUTH-SOUTHWEST OF A
 DJ8660'POWER POLE, 0.7 FT (0.2 M) NORTH OF A WITNESS POST.
 DJ8660
 DJ8660                          STATION RECOVERY (2007)
 DJ8660
 DJ8660'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (CAG)
 DJ8660'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DJ8661 ***********************************************************************
 DJ8661  DESIGNATION -  0609 GG
 DJ8661  PID         -  DJ8661
 DJ8661  STATE/COUNTY-  MN/BIG STONE
 DJ8661  COUNTRY     -  US
 DJ8661  USGS QUAD   -  BEARDSLEY (2019)
 DJ8661
 DJ8661                         *CURRENT SURVEY CONTROL
 DJ8661  ______________________________________________________________________
 DJ8661* NAD 83(2011) POSITION- 45 30 06.24467(N) 096 41 56.99609(W)   ADJUSTED
 DJ8661* NAD 83(2011) ELLIP HT-   313.093 (meters)        (06/27/12)   ADJUSTED
 DJ8661* NAD 83(2011) EPOCH   -  2010.00
 DJ8661* NAVD 88 ORTHO HEIGHT -   339.074 (meters)     1112.45  (feet) ADJUSTED
 DJ8661  ______________________________________________________________________
 DJ8661  GEOID HEIGHT    -        -25.983 (meters)                     GEOID18
 DJ8661  NAD 83(2011) X  -   -522,411.186 (meters)                     COMP
 DJ8661  NAD 83(2011) Y  - -4,447,633.468 (meters)                     COMP
 DJ8661  NAD 83(2011) Z  -  4,526,827.652 (meters)                     COMP
 DJ8661  LAPLACE CORR    -         -1.84  (seconds)                    DEFLEC18
 DJ8661  DYNAMIC HEIGHT  -        339.057 (meters)     1112.39  (feet) COMP
 DJ8661  MODELED GRAVITY -    980,555.8   (mgal)                       NAVD 88
 DJ8661
 DJ8661  VERT ORDER      -  SECOND    CLASS I
 DJ8661
 DJ8661  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DJ8661  Standards:
 DJ8661         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DJ8661            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DJ8661  -------------------------------------------------------------------
 DJ8661  NETWORK    0.26   0.45           0.12   0.09   0.23     -0.01049571
 DJ8661  -------------------------------------------------------------------
 DJ8661  Click here for local accuracies and other accuracy information.
 DJ8661
 DJ8661.The horizontal coordinates were established by GPS observations
 DJ8661.and adjusted by the National Geodetic Survey in June 2012.
 DJ8661
 DJ8661.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DJ8661.been affixed to the stable North American tectonic plate. See 
 DJ8661.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DJ8661
 DJ8661.The horizontal coordinates are valid at the epoch date displayed above
 DJ8661.which is a decimal equivalence of Year/Month/Day.
 DJ8661
 DJ8661.The orthometric height was determined by differential leveling and
 DJ8661.adjusted by the NATIONAL GEODETIC SURVEY
 DJ8661.in July 2008.
 DJ8661
 DJ8661.Significant digits in the geoid height do not necessarily reflect accuracy.
 DJ8661.GEOID18 height accuracy estimate available here.
 DJ8661
 DJ8661.Click photographs - Photos may exist for this station.
 DJ8661
 DJ8661.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DJ8661
 DJ8661.The Laplace correction was computed from DEFLEC18 derived deflections.
 DJ8661
 DJ8661.The ellipsoidal height was determined by GPS observations
 DJ8661.and is referenced to NAD 83.
 DJ8661
 DJ8661.The dynamic height is computed by dividing the NAVD 88
 DJ8661.geopotential number by the normal gravity value computed on the
 DJ8661.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ8661.degrees latitude (g = 980.6199 gals.).
 DJ8661
 DJ8661.The modeled gravity was interpolated from observed gravity values.
 DJ8661
 DJ8661. The following values were computed from the NAD 83(2011) position.
 DJ8661
 DJ8661;                    North         East     Units Scale Factor Converg.
 DJ8661;SPC MN S     -   381,471.340   589,067.479   MT  1.00007480   -1 53 30.9
 DJ8661;SPC MN S     - 1,251,543.89  1,932,632.22   sFT  1.00007480   -1 53 30.9
 DJ8661;UTM  14      - 5,041,264.199   679,750.532   MT  0.99999726   +1 38 29.6
 DJ8661
 DJ8661!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DJ8661!SPC MN S     -   0.99995092  x   1.00007480  =   1.00002571
 DJ8661!UTM  14      -   0.99995092  x   0.99999726  =   0.99994818
 DJ8661
 DJ8661_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPR7975041264(NAD 83)
 DJ8661
 DJ8661                          SUPERSEDED SURVEY CONTROL
 DJ8661
 DJ8661  NAD 83(2007)-  45 30 06.24467(N)    096 41 56.99702(W) AD(2002.00) 1
 DJ8661  ELLIP H (07/09/09)  313.119  (m)                       GP(2002.00) 3 1
 DJ8661  NAD 83(1996)-  45 30 06.24411(N)    096 41 56.99655(W) AD(       ) 1
 DJ8661  ELLIP H (03/06/08)  313.153  (m)                       GP(       ) 3 1
 DJ8661  NAVD 88 (03/06/08)  339.1    (m)  GEOID03  model used  GPS OBS        
 DJ8661
 DJ8661.Superseded values are not recommended for survey control.
 DJ8661
 DJ8661.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ8661.See file dsdata.pdf to determine how the superseded data were derived.
 DJ8661
 DJ8661_MARKER: DB = BENCH MARK DISK
 DJ8661_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 DJ8661_STAMPING: 0609 GG 1956
 DJ8661_MARK LOGO: MNHD
 DJ8661_PROJECTION: FLUSH
 DJ8661_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DJ8661_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DJ8661_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DJ8661+SATELLITE: SATELLITE OBSERVATIONS - November 15, 2023
 DJ8661
 DJ8661  HISTORY     - Date     Condition        Report By
 DJ8661  HISTORY     - 1956     MONUMENTED       MNHD
 DJ8661  HISTORY     - 20060322 GOOD             MNDT
 DJ8661  HISTORY     - 20070925 GOOD             MNDT
 DJ8661  HISTORY     - 20231115 GOOD             MNDT
 DJ8661
 DJ8661                          STATION DESCRIPTION
 DJ8661
 DJ8661'DESCRIBED BY MN HIGHWAY DEPT 1956
 DJ8661'4 MILES SOUTH-SOUTHEAST OF BEARDSLEY, 4.0 MILES SOUTH ALONG TRUNK
 DJ8661'HIGHWAY 7 FROM THE JUNCTION OF TRUNK HIGHWAY 7 AND TRUNK HIGHWAY 28
 DJ8661'NEAR BEARDSLEY, 71.2 FEET EAST OF TRUNK HIGHWAY 7, AT TRUNK HIGHWAY 7
 DJ8661'MILEPOINT 3.95, 66.6 FEET NORTH OF TELEPHONE PEDESTAL, 29.0 FEET NORTH
 DJ8661'OF COUNTY ROAD 70, 4.6 FEET WEST OF RIGHT OF WAY POST, 1.1 FEET SOUTH
 DJ8661'OF WITNESS POST.
 DJ8661
 DJ8661                          STATION RECOVERY (2006)
 DJ8661
 DJ8661'RECOVERY NOTE BY MN DEPT OF TRANSP 2006 (LLW)
 DJ8661'4.0 MI (6.4 KM) SOUTH ALONG TRUNK HIGHWAY 7 FROM THE JUNCTION OF TRUNK
 DJ8661'HIGHWAY 7 AND TRUNK HIGHWAY 28 NEAR BEARDSLEY, 77.3 FT (23.6 M) EAST
 DJ8661'OF TRUNK HIGHWAY 7, AT TRUNK HIGHWAY 7 MILE POINT 3.95, 70 FT (21.3 M)
 DJ8661'EAST OF TRUNK HIGHWAY 103, 66.6 FT (20.3 M) NORTH OF TELEPHONE
 DJ8661'PEDESTAL, 29.0 FT (8.8 M) NORTH OF COUNTY ROAD 70, 4.6 FT (1.4 M) WEST
 DJ8661'OF RIGHT OF WAY POST, 1.1 FT (0.3 M) SOUTH OF A WITNESS POST
 DJ8661
 DJ8661                          STATION RECOVERY (2007)
 DJ8661
 DJ8661'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (DKH)
 DJ8661'RECOVERED IN GOOD CONDITION.
 DJ8661
 DJ8661                          STATION RECOVERY (2023)
 DJ8661
 DJ8661'RECOVERY NOTE BY MN DEPT OF TRANSP 2023 (TJD)
 DJ8661'THE MARK IS LOCATED ABOUT 4.0 MI (6.4 KM) SOUTH-SOUTHEAST OF
 DJ8661'BEARDSLEY, 4.0 MI (6.4 KM) SOUTH ALONG TRUNK HIGHWAY 7 FROM THE
 DJ8661'JUNCTION OF TRUNK HIGHWAY 7 AND TRUNK HIGHWAY 28 NEAR BEARDSLEY, 71.2
 DJ8661'FT (21.7 M) EAST OF TRUNK HIGHWAY 7, AT TRUNK HIGHWAY 7 MILE POINT
 DJ8661'3.95, 66.6 FT (20.3 M) NORTH OF A TELEPHONE PEDESTAL, 29.0 FT (8.8 M)
 DJ8661'NORTH OF COUNTY ROAD 70, 4.6 FT (1.4 M) WEST OF A RIGHT-OF-WAY POST,
 DJ8661'1.1 FT (0.3 M) SOUTH OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DJ8664 ***********************************************************************
 DJ8664  DESIGNATION -  0609 L
 DJ8664  PID         -  DJ8664
 DJ8664  STATE/COUNTY-  MN/BIG STONE
 DJ8664  COUNTRY     -  US
 DJ8664  USGS QUAD   -  ORTONVILLE (2019)
 DJ8664
 DJ8664                         *CURRENT SURVEY CONTROL
 DJ8664  ______________________________________________________________________
 DJ8664* NAD 83(1986) POSITION- 45 18 46.93   (N) 096 27 05.82   (W)   HD_HELD1
 DJ8664* NAVD 88 ORTHO HEIGHT -   314.044 (meters)     1030.33  (feet) ADJUSTED
 DJ8664  ______________________________________________________________________
 DJ8664  GEOID HEIGHT    -        -26.091 (meters)                     GEOID18
 DJ8664  DYNAMIC HEIGHT  -        314.024 (meters)     1030.26  (feet) COMP
 DJ8664  MODELED GRAVITY -    980,546.5   (mgal)                       NAVD 88
 DJ8664
 DJ8664  VERT ORDER      -  SECOND    CLASS I
 DJ8664
 DJ8664.The horizontal coordinates were determined by differentially corrected
 DJ8664.hand held GPS observations or other comparable positioning techniques
 DJ8664.and have an estimated accuracy of +/- 3 meters.
 DJ8664
 DJ8664.The orthometric height was determined by differential leveling and
 DJ8664.adjusted by the NATIONAL GEODETIC SURVEY
 DJ8664.in July 2008.
 DJ8664
 DJ8664.Significant digits in the geoid height do not necessarily reflect accuracy.
 DJ8664.GEOID18 height accuracy estimate available here.
 DJ8664
 DJ8664.Click photographs - Photos may exist for this station.
 DJ8664
 DJ8664.The dynamic height is computed by dividing the NAVD 88
 DJ8664.geopotential number by the normal gravity value computed on the
 DJ8664.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ8664.degrees latitude (g = 980.6199 gals.).
 DJ8664
 DJ8664.The modeled gravity was interpolated from observed gravity values.
 DJ8664
 DJ8664;                    North         East    Units  Estimated Accuracy
 DJ8664;SPC MN S     -   359,898.4     607,777.7     MT  (+/- 3 meters HH1 GPS) 
 DJ8664
 DJ8664_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPR9975420885(NAD 83)
 DJ8664
 DJ8664                          SUPERSEDED SURVEY CONTROL
 DJ8664
 DJ8664.No superseded survey control is available for this station.
 DJ8664
 DJ8664_MARKER: DD = SURVEY DISK
 DJ8664_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 DJ8664_SP_SET: RETAINING WALL
 DJ8664_STAMPING: 0609 L 2005
 DJ8664_MARK LOGO: MNDT
 DJ8664_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DJ8664_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DJ8664+STABILITY: SURFACE MOTION
 DJ8664_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DJ8664+SATELLITE: SATELLITE OBSERVATIONS - November 15, 2023
 DJ8664
 DJ8664  HISTORY     - Date     Condition        Report By
 DJ8664  HISTORY     - 20050922 MONUMENTED       MNDT
 DJ8664  HISTORY     - 20231115 GOOD             MNDT
 DJ8664
 DJ8664                          STATION DESCRIPTION
 DJ8664
 DJ8664'DESCRIBED BY MN DEPT OF TRANSP 2005
 DJ8664'IN ORTONVILLE, AT THE JUNCTION OF TRUNK HIGHWAY 7 AND COUNTY ROAD 32,
 DJ8664'AT TRUNK HIGHWAY 7 MILE POINT 25.1,
 DJ8664'
 DJ8664'14.1 FT (4.3 M) SOUTHWEST OF TRUNK HIGHWAY 7, 12.5 FT (3.8 M)
 DJ8664'SOUTHEAST OF ENTRANCE, 7.8 FT (2.4 M) NORTHEAST OF DRIVEWAY, 1.4 FT
 DJ8664'(0.4 M) SOUTHEAST OF THE NORTHWEST CORNER OF WALL, 1.4 FT (0.4 M)
 DJ8664'SOUTHEAST OF A WITNESS POST
 DJ8664
 DJ8664                          STATION RECOVERY (2023)
 DJ8664
 DJ8664'RECOVERY NOTE BY MN DEPT OF TRANSP 2023 (KMS)
 DJ8664'1.2 MI (1.9 KM) NORTHWEST OF ORTONVILLE, 1.05 MI (1.69 KM) NORTHWEST
 DJ8664'ALONG TRUNK HIGHWAY 7 FROM THE JUNCTION OF TRUNK HIGHWAY 7 AND TRUNK
 DJ8664'HIGHWAY 12 WEST IN ORTONVILLE, AT TRUNK HIGHWAY 7 MILE POINT 25.1,
 DJ8664'14.1 FT (4.3 M) SOUTHWEST OF TRUNK HIGHWAY 7, 12.5 FT (3.8 M)
 DJ8664'SOUTHEAST OF THE ENTRANCE, 7.8 FT (2.4 M) NORTHEAST OF A DRIVEWAY, 1.4
 DJ8664'FT (0.4 M) SOUTHEAST OF THE NORTHWEST CORNER OF THE WALL, 1.4 FT (0.4
 DJ8664'M) SOUTHEAST OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DS3668 ***********************************************************************
 DS3668  HT_MOD      -  This is a Height Modernization Survey Station.
 DS3668  DESIGNATION -  0609 M RESET
 DS3668  PID         -  DS3668
 DS3668  STATE/COUNTY-  MN/BIG STONE
 DS3668  COUNTRY     -  US
 DS3668  USGS QUAD   -  ORTONVILLE (2019)
 DS3668
 DS3668                         *CURRENT SURVEY CONTROL
 DS3668  ______________________________________________________________________
 DS3668* NAD 83(2011) POSITION- 45 19 34.92555(N) 096 27 32.54944(W)   ADJUSTED
 DS3668* NAD 83(2011) ELLIP HT-   281.145 (meters)        (06/05/25)   ADJUSTED
 DS3668* NAD 83(2011) EPOCH   -  2010.00
 DS3668* NAVD 88 ORTHO HEIGHT -   307.25  (meters)     1008.0   (feet) GPS OBS
 DS3668  ______________________________________________________________________
 DS3668  GEOID HEIGHT    -        -26.100 (meters)                     GEOID18
 DS3668  NAD 83(2011) X  -   -505,325.869 (meters)                     COMP
 DS3668  NAD 83(2011) Y  - -4,463,554.936 (meters)                     COMP
 DS3668  NAD 83(2011) Z  -  4,513,122.565 (meters)                     COMP
 DS3668  LAPLACE CORR    -         -1.37  (seconds)                    DEFLEC18
 DS3668
 DS3668  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DS3668  Standards:
 DS3668         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DS3668            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DS3668  -------------------------------------------------------------------
 DS3668  NETWORK    0.50   0.92           0.22   0.19   0.47     -0.05540547
 DS3668  -------------------------------------------------------------------
 DS3668  Click here for local accuracies and other accuracy information.
 DS3668
 DS3668.The horizontal coordinates were established by GPS observations
 DS3668.and adjusted by the MN DEPT OF TRANSP in June 2025.
 DS3668
 DS3668.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DS3668.been affixed to the stable North American tectonic plate. See 
 DS3668.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DS3668
 DS3668.The horizontal coordinates are valid at the epoch date displayed above
 DS3668.which is a decimal equivalence of Year/Month/Day.
 DS3668
 DS3668.The orthometric height was determined by GPS observations and a
 DS3668.high-resolution geoid model using precise GPS observation and
 DS3668.processing techniques.
 DS3668
 DS3668.Significant digits in the geoid height do not necessarily reflect accuracy.
 DS3668.GEOID18 height accuracy estimate available here.
 DS3668
 DS3668.Click photographs - Photos may exist for this station.
 DS3668
 DS3668.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DS3668
 DS3668.The Laplace correction was computed from DEFLEC18 derived deflections.
 DS3668
 DS3668.The ellipsoidal height was determined by GPS observations
 DS3668.and is referenced to NAD 83.
 DS3668
 DS3668. The following values were computed from the NAD 83(2011) position.
 DS3668
 DS3668;                    North         East     Units Scale Factor Converg.
 DS3668;SPC MN S     -   361,396.919   607,240.333   MT  1.00002582   -1 43 25.0
 DS3668;SPC MN S     - 1,185,683.06  1,992,254.33   sFT  1.00002582   -1 43 25.0
 DS3668;UTM  14      - 5,022,347.748   699,125.550   MT  1.00008754   +1 48 27.1
 DS3668
 DS3668!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DS3668!SPC MN S     -   0.99995592  x   1.00002582  =   0.99998174
 DS3668!UTM  14      -   0.99995592  x   1.00008754  =   1.00004346
 DS3668
 DS3668_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPR9912522347(NAD 83)
 DS3668
 DS3668                          SUPERSEDED SURVEY CONTROL
 DS3668
 DS3668.No superseded survey control is available for this station.
 DS3668
 DS3668_MARKER: I = METAL ROD
 DS3668_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DS3668_STAMPING: 0609 M RESET 2023
 DS3668_MARK LOGO: MNDT
 DS3668_PROJECTION: RECESSED 8 CENTIMETERS
 DS3668_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DS3668_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DS3668_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DS3668+SATELLITE: SATELLITE OBSERVATIONS - November 15, 2023
 DS3668_ROD/PIPE-DEPTH: 6.1 meters
 DS3668
 DS3668  HISTORY     - Date     Condition        Report By
 DS3668  HISTORY     - 20231115 MONUMENTED       MNDT
 DS3668
 DS3668                          STATION DESCRIPTION
 DS3668
 DS3668'DESCRIBED BY MN DEPT OF TRANSP 2023
 DS3668'THE MARK IS LOCATED IN BIG STONE COUNTY, MINNESOTA.
 DS3668'
 DS3668'THE MARK IS LOCATED ABOUT 2.0 MI (3.2 KM) NORTH OF ORTONVILLE, 2.1 MI
 DS3668'(3.4 KM) NORTHWEST ALONG TRUNK HIGHWAY 7 FROM THE JUNCTION OF TRUNK
 DS3668'HIGHWAY 7 AND TRUNK HIGHWAY 12 IN ORTONVILLE, AT TRUNK HIGHWAY 7 MILE
 DS3668'POINT 24.1.
 DS3668'
 DS3668'MARK IS 22.4 FT (6.8 M) SOUTHWEST OF TRUNK HIGHWAY 7, 35.0 FT (10.7 M)
 DS3668'NORTHWEST OF DRIVEWAY NUMBER 39985, 1.1 FT (0.3 M) NORTHEAST OF A
 DS3668'WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DJ8627 ***********************************************************************
 DJ8627  DESIGNATION -  0609 N
 DJ8627  PID         -  DJ8627
 DJ8627  STATE/COUNTY-  MN/BIG STONE
 DJ8627  COUNTRY     -  US
 DJ8627  USGS QUAD   -  ORTONVILLE (2019)
 DJ8627
 DJ8627                         *CURRENT SURVEY CONTROL
 DJ8627  ______________________________________________________________________
 DJ8627* NAD 83(1986) POSITION- 45 20 21.     (N) 096 27 50.     (W)   SCALED
 DJ8627* NAVD 88 ORTHO HEIGHT -   305.823 (meters)     1003.35  (feet) ADJUSTED
 DJ8627  ______________________________________________________________________
 DJ8627  GEOID HEIGHT    -        -26.109 (meters)                     GEOID18
 DJ8627  DYNAMIC HEIGHT  -        305.804 (meters)     1003.29  (feet) COMP
 DJ8627  MODELED GRAVITY -    980,547.7   (mgal)                       NAVD 88
 DJ8627
 DJ8627  VERT ORDER      -  SECOND    CLASS I
 DJ8627
 DJ8627.The horizontal coordinates were scaled from a map and have
 DJ8627.an estimated accuracy of +/- 6 seconds.
 DJ8627
 DJ8627.The orthometric height was determined by differential leveling and
 DJ8627.adjusted by the NATIONAL GEODETIC SURVEY
 DJ8627.in July 2008.
 DJ8627
 DJ8627.Significant digits in the geoid height do not necessarily reflect accuracy.
 DJ8627.GEOID18 height accuracy estimate available here.
 DJ8627
 DJ8627.Click photographs - Photos may exist for this station.
 DJ8627
 DJ8627.The dynamic height is computed by dividing the NAVD 88
 DJ8627.geopotential number by the normal gravity value computed on the
 DJ8627.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ8627.degrees latitude (g = 980.6199 gals.).
 DJ8627
 DJ8627.The modeled gravity was interpolated from observed gravity values.
 DJ8627
 DJ8627;                    North         East    Units  Estimated Accuracy
 DJ8627;SPC MN S     -   362,830.      606,900.      MT  (+/- 180 meters Scaled)
 DJ8627
 DJ8627_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPR987237(NAD 83)
 DJ8627
 DJ8627                          SUPERSEDED SURVEY CONTROL
 DJ8627
 DJ8627.No superseded survey control is available for this station.
 DJ8627
 DJ8627_MARKER: DD = SURVEY DISK
 DJ8627_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DJ8627_STAMPING: 0609 N 2005
 DJ8627_MARK LOGO: MNDT
 DJ8627_PROJECTION: FLUSH
 DJ8627_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DJ8627_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DJ8627_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DJ8627+SATELLITE: SATELLITE OBSERVATIONS - September 22, 2005
 DJ8627_ROD/PIPE-DEPTH: 4.0 meters
 DJ8627
 DJ8627  HISTORY     - Date     Condition        Report By
 DJ8627  HISTORY     - 20050922 MONUMENTED       MNDT
 DJ8627  HISTORY     - 20210602 MARK NOT FOUND   MNDT
 DJ8627
 DJ8627                          STATION DESCRIPTION
 DJ8627
 DJ8627'DESCRIBED BY MN DEPT OF TRANSP 2005
 DJ8627'1.0 MI (1.6 KM) NORTH OF ORTONVILLE, 2.9 MI (4.7 KM) NORTHWEST ALONG
 DJ8627'TRUNK HIGHWAY 7 FROM THE JUNCTION OF TRUNK HIGHWAY 7 AND TRUNK HIGHWAY
 DJ8627'12 IN ORTONVILLE, AT TRUNK HIGHWAY 7 MILE POINT 23.2, 34.0 FT (10.4 M)
 DJ8627'SOUTHEAST OF A FIELD ENTRANCE, 33.0 FT (10.1 M) SOUTHWEST OF TRUNK
 DJ8627'HIGHWAY 7, 0.9 FT (0.3 M) NORTHWEST OF A WITNESS POST
 DJ8627
 DJ8627                          STATION RECOVERY (2021)
 DJ8627
 DJ8627'RECOVERY NOTE BY MN DEPT OF TRANSP 2021 (SEL)
 DJ8627'AFTER A THOROUGH FIELD SEARCH MARK WAS NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DJ8645 ***********************************************************************
 DJ8645  DESIGNATION -  0609 P
 DJ8645  PID         -  DJ8645
 DJ8645  STATE/COUNTY-  MN/BIG STONE
 DJ8645  COUNTRY     -  US
 DJ8645  USGS QUAD   -  BEARDSLEY (2019)
 DJ8645
 DJ8645                         *CURRENT SURVEY CONTROL
 DJ8645  ______________________________________________________________________
 DJ8645* NAD 83(2011) POSITION- 45 33 32.46313(N) 096 42 01.05636(W)   ADJUSTED
 DJ8645* NAD 83(2011) ELLIP HT-   305.832 (meters)        (05/08/25)   ADJUSTED
 DJ8645* NAD 83(2011) EPOCH   -  2010.00
 DJ8645* NAVD 88 ORTHO HEIGHT -   331.847 (meters)     1088.73  (feet) ADJUSTED
 DJ8645  ______________________________________________________________________
 DJ8645  GEOID HEIGHT    -        -26.017 (meters)                     GEOID18
 DJ8645  NAD 83(2011) X  -   -521,968.024 (meters)                     COMP
 DJ8645  NAD 83(2011) Y  - -4,443,105.637 (meters)                     COMP
 DJ8645  NAD 83(2011) Z  -  4,531,282.649 (meters)                     COMP
 DJ8645  LAPLACE CORR    -         -1.61  (seconds)                    DEFLEC18
 DJ8645  DYNAMIC HEIGHT  -        331.832 (meters)     1088.69  (feet) COMP
 DJ8645  MODELED GRAVITY -    980,560.1   (mgal)                       NAVD 88
 DJ8645
 DJ8645  VERT ORDER      -  SECOND    CLASS I
 DJ8645
 DJ8645  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DJ8645  Standards:
 DJ8645         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DJ8645            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DJ8645  -------------------------------------------------------------------
 DJ8645  NETWORK    0.43   0.69           0.20   0.14   0.35     -0.02989835
 DJ8645  -------------------------------------------------------------------
 DJ8645  Click here for local accuracies and other accuracy information.
 DJ8645
 DJ8645.The horizontal coordinates were established by GPS observations
 DJ8645.and adjusted by the MN DEPT OF TRANSP in May 2025.
 DJ8645
 DJ8645.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DJ8645.been affixed to the stable North American tectonic plate. See 
 DJ8645.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DJ8645
 DJ8645.The horizontal coordinates are valid at the epoch date displayed above
 DJ8645.which is a decimal equivalence of Year/Month/Day.
 DJ8645
 DJ8645.The orthometric height was determined by differential leveling and
 DJ8645.adjusted by the NATIONAL GEODETIC SURVEY
 DJ8645.in March 2020.
 DJ8645
 DJ8645.Significant digits in the geoid height do not necessarily reflect accuracy.
 DJ8645.GEOID18 height accuracy estimate available here.
 DJ8645
 DJ8645.Click photographs - Photos may exist for this station.
 DJ8645
 DJ8645.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DJ8645
 DJ8645.The Laplace correction was computed from DEFLEC18 derived deflections.
 DJ8645
 DJ8645.The ellipsoidal height was determined by GPS observations
 DJ8645.and is referenced to NAD 83.
 DJ8645
 DJ8645.The dynamic height is computed by dividing the NAVD 88
 DJ8645.geopotential number by the normal gravity value computed on the
 DJ8645.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ8645.degrees latitude (g = 980.6199 gals.).
 DJ8645
 DJ8645.The modeled gravity was interpolated from observed gravity values.
 DJ8645
 DJ8645. The following values were computed from the NAD 83(2011) position.
 DJ8645
 DJ8645;                    North         East     Units Scale Factor Converg.
 DJ8645;SPC MN S     -   387,837.855   589,189.664   MT  1.00009286   -1 53 33.8
 DJ8645;SPC MN S     - 1,272,431.36  1,933,033.09   sFT  1.00009286   -1 53 33.8
 DJ8645;UTM  14      - 5,047,625.584   679,480.041   MT  0.99999606   +1 38 32.5
 DJ8645
 DJ8645!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DJ8645!SPC MN S     -   0.99995206  x   1.00009286  =   1.00004491
 DJ8645!UTM  14      -   0.99995206  x   0.99999606  =   0.99994812
 DJ8645
 DJ8645_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPR7948047625(NAD 83)
 DJ8645
 DJ8645                          SUPERSEDED SURVEY CONTROL
 DJ8645
 DJ8645  NAVD 88 (07/14/08)  331.843  (m)         1088.72   (f) SUPERSEDED  2 1
 DJ8645
 DJ8645.Superseded values are not recommended for survey control.
 DJ8645
 DJ8645.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ8645.See file dsdata.pdf to determine how the superseded data were derived.
 DJ8645
 DJ8645_MARKER: DD = SURVEY DISK
 DJ8645_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DJ8645_STAMPING: 0609 P 2005
 DJ8645_MARK LOGO: MNDT
 DJ8645_PROJECTION: FLUSH
 DJ8645_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DJ8645_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DJ8645_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DJ8645+SATELLITE: SATELLITE OBSERVATIONS - January 07, 2025
 DJ8645_ROD/PIPE-DEPTH: 12.2 meters
 DJ8645
 DJ8645  HISTORY     - Date     Condition        Report By
 DJ8645  HISTORY     - 20050922 MONUMENTED       MNDT
 DJ8645  HISTORY     - 20051018 GOOD             MNDT
 DJ8645  HISTORY     - 20070531 GOOD             MNDT
 DJ8645  HISTORY     - 20250107 GOOD             MNDT
 DJ8645
 DJ8645                          STATION DESCRIPTION
 DJ8645
 DJ8645'DESCRIBED BY MN DEPT OF TRANSP 2005
 DJ8645'0.5 MI (0.8 KM) EAST OF BEARDSLEY, AT TRUNK HIGHWAY 7 MILE POINT 0.0,
 DJ8645'110.5 FT (33.7 M) NORTH OF TRUNK HIGHWAY 28, 77.6 FT (23.7 M) WEST OF
 DJ8645'TRUNK HIGHWAY 7 EXTENDED, 37.9 FT (11.6 M) NORTHWEST OF A POWER POLE,
 DJ8645'0.8 FT (0.2 M) SOUTH OF A WITNESS POST
 DJ8645
 DJ8645                          STATION RECOVERY (2005)
 DJ8645
 DJ8645'RECOVERY NOTE BY MN DEPT OF TRANSP 2005 (WAS)
 DJ8645'RECOVERED AS DESCRIBED.
 DJ8645
 DJ8645                          STATION RECOVERY (2007)
 DJ8645
 DJ8645'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (CAG)
 DJ8645'RECOVERED IN GOOD CONDITION.
 DJ8645
 DJ8645                          STATION RECOVERY (2025)
 DJ8645
 DJ8645'RECOVERY NOTE BY MN DEPT OF TRANSP 2025 (MPP)
 DJ8645'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DJ8643 ***********************************************************************
 DJ8643  DESIGNATION -  0609 Q
 DJ8643  PID         -  DJ8643
 DJ8643  STATE/COUNTY-  MN/BIG STONE
 DJ8643  COUNTRY     -  US
 DJ8643  USGS QUAD   -  BEARDSLEY (2019)
 DJ8643
 DJ8643                         *CURRENT SURVEY CONTROL
 DJ8643  ______________________________________________________________________
 DJ8643* NAD 83(1986) POSITION- 45 31 50.04   (N) 096 41 59.31   (W)   HD_HELD1
 DJ8643* NAVD 88 ORTHO HEIGHT -   341.820 (meters)     1121.45  (feet) ADJUSTED
 DJ8643  ______________________________________________________________________
 DJ8643  GEOID HEIGHT    -        -25.995 (meters)                     GEOID18
 DJ8643  DYNAMIC HEIGHT  -        341.804 (meters)     1121.40  (feet) COMP
 DJ8643  MODELED GRAVITY -    980,558.5   (mgal)                       NAVD 88
 DJ8643
 DJ8643  VERT ORDER      -  SECOND    CLASS I
 DJ8643
 DJ8643.The horizontal coordinates were determined by differentially corrected
 DJ8643.hand held GPS observations or other comparable positioning techniques
 DJ8643.and have an estimated accuracy of +/- 3 meters.
 DJ8643
 DJ8643.The orthometric height was determined by differential leveling and
 DJ8643.adjusted by the NATIONAL GEODETIC SURVEY
 DJ8643.in July 2008.
 DJ8643
 DJ8643.Significant digits in the geoid height do not necessarily reflect accuracy.
 DJ8643.GEOID18 height accuracy estimate available here.
 DJ8643
 DJ8643.Click photographs - Photos may exist for this station.
 DJ8643
 DJ8643.The dynamic height is computed by dividing the NAVD 88
 DJ8643.geopotential number by the normal gravity value computed on the
 DJ8643.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ8643.degrees latitude (g = 980.6199 gals.).
 DJ8643
 DJ8643.The modeled gravity was interpolated from observed gravity values.
 DJ8643
 DJ8643;                    North         East    Units  Estimated Accuracy
 DJ8643;SPC MN S     -   384,676.0     589,123.1     MT  (+/- 3 meters HH1 GPS) 
 DJ8643
 DJ8643_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPR7960844465(NAD 83)
 DJ8643
 DJ8643                          SUPERSEDED SURVEY CONTROL
 DJ8643
 DJ8643.No superseded survey control is available for this station.
 DJ8643
 DJ8643_MARKER: DD = SURVEY DISK
 DJ8643_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DJ8643_STAMPING: 0609 Q 2005
 DJ8643_MARK LOGO: MNDT
 DJ8643_PROJECTION: FLUSH
 DJ8643_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DJ8643_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DJ8643_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DJ8643+SATELLITE: SATELLITE OBSERVATIONS - September 22, 2005
 DJ8643_ROD/PIPE-DEPTH: 6.1 meters
 DJ8643
 DJ8643  HISTORY     - Date     Condition        Report By
 DJ8643  HISTORY     - 20050922 MONUMENTED       MNDT
 DJ8643
 DJ8643                          STATION DESCRIPTION
 DJ8643
 DJ8643'DESCRIBED BY MN DEPT OF TRANSP 2005
 DJ8643'2.0 MI (3.2 KM) SOUTH OF BEARDSLEY, 1.95 MI (3.1 KM) SOUTH ALONG TRUNK
 DJ8643'HIGHWAY 7 FROM THE JUNCTION OF TRUNK HIGHWAY 7 AND TRUNK HIGHWAY 28
 DJ8643'NEAR BEARDSLEY, AT TRUNK HIGHWAY 7 MILE POINT 1.95, 81.8 FT (24.9 M)
 DJ8643'WEST OF TRUNK HIGHWAY 7, 56.3 FT (17.2 M) SOUTH OF COUNTY ROAD 54,
 DJ8643'49.9 FT (15.2 M) NORTH-NORTHWEST OF CABLE MARKER BOX, 43.9 FT (13.4 M)
 DJ8643'EAST-SOUTHEAST OF A POWER POLE, 19.6 FT (6.0 M) SOUTH-SOUTHWEST OF
 DJ8643'CABLE MARKER BOX NUMBER 576, 0.9 FT (0.3 M) EAST OF A WITNESS POST
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DS3669 ***********************************************************************
 DS3669  HT_MOD      -  This is a Height Modernization Survey Station.
 DS3669  DESIGNATION -  0609 Q RESET
 DS3669  PID         -  DS3669
 DS3669  STATE/COUNTY-  MN/BIG STONE
 DS3669  COUNTRY     -  US
 DS3669  USGS QUAD   -  BEARDSLEY (2019)
 DS3669
 DS3669                         *CURRENT SURVEY CONTROL
 DS3669  ______________________________________________________________________
 DS3669* NAD 83(2011) POSITION- 45 31 50.03790(N) 096 41 59.30674(W)   ADJUSTED
 DS3669* NAD 83(2011) ELLIP HT-   315.772 (meters)        (06/05/25)   ADJUSTED
 DS3669* NAD 83(2011) EPOCH   -  2010.00
 DS3669* NAVD 88 ORTHO HEIGHT -   341.77  (meters)     1121.3   (feet) GPS OBS
 DS3669  ______________________________________________________________________
 DS3669  GEOID HEIGHT    -        -25.995 (meters)                     GEOID18
 DS3669  NAD 83(2011) X  -   -522,194.496 (meters)                     COMP
 DS3669  NAD 83(2011) Y  - -4,445,358.820 (meters)                     COMP
 DS3669  NAD 83(2011) Z  -  4,529,075.010 (meters)                     COMP
 DS3669  LAPLACE CORR    -         -1.72  (seconds)                    DEFLEC18
 DS3669
 DS3669  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DS3669  Standards:
 DS3669         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DS3669            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DS3669  -------------------------------------------------------------------
 DS3669  NETWORK    0.52   1.00           0.23   0.19   0.51     -0.04057360
 DS3669  -------------------------------------------------------------------
 DS3669  Click here for local accuracies and other accuracy information.
 DS3669
 DS3669.The horizontal coordinates were established by GPS observations
 DS3669.and adjusted by the MN DEPT OF TRANSP in June 2025.
 DS3669
 DS3669.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DS3669.been affixed to the stable North American tectonic plate. See 
 DS3669.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DS3669
 DS3669.The horizontal coordinates are valid at the epoch date displayed above
 DS3669.which is a decimal equivalence of Year/Month/Day.
 DS3669
 DS3669.The orthometric height was determined by GPS observations and a
 DS3669.high-resolution geoid model using precise GPS observation and
 DS3669.processing techniques.
 DS3669
 DS3669.Significant digits in the geoid height do not necessarily reflect accuracy.
 DS3669.GEOID18 height accuracy estimate available here.
 DS3669
 DS3669.Click photographs - Photos may exist for this station.
 DS3669
 DS3669.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DS3669
 DS3669.The Laplace correction was computed from DEFLEC18 derived deflections.
 DS3669
 DS3669.The ellipsoidal height was determined by GPS observations
 DS3669.and is referenced to NAD 83.
 DS3669
 DS3669. The following values were computed from the NAD 83(2011) position.
 DS3669
 DS3669;                    North         East     Units Scale Factor Converg.
 DS3669;SPC MN S     -   384,675.884   589,123.162   MT  1.00008376   -1 53 32.5
 DS3669;SPC MN S     - 1,262,057.46  1,932,814.91   sFT  1.00008376   -1 53 32.5
 DS3669;UTM  14      - 5,044,465.819   679,608.598   MT  0.99999663   +1 38 30.9
 DS3669
 DS3669!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DS3669!SPC MN S     -   0.99995050  x   1.00008376  =   1.00003425
 DS3669!UTM  14      -   0.99995050  x   0.99999663  =   0.99994713
 DS3669
 DS3669_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPR7960844465(NAD 83)
 DS3669
 DS3669                          SUPERSEDED SURVEY CONTROL
 DS3669
 DS3669.No superseded survey control is available for this station.
 DS3669
 DS3669_MARKER: I = METAL ROD
 DS3669_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DS3669_STAMPING: 0609 Q RESET 2005
 DS3669_MARK LOGO: MNDT
 DS3669_PROJECTION: RECESSED 5 CENTIMETERS
 DS3669_MAGNETIC: I = MARKER IS A STEEL ROD
 DS3669_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DS3669_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DS3669+SATELLITE: SATELLITE OBSERVATIONS - January 22, 2025
 DS3669_ROD/PIPE-DEPTH: 6.1 meters
 DS3669
 DS3669  HISTORY     - Date     Condition        Report By
 DS3669  HISTORY     - 20250122 MONUMENTED       MNDT
 DS3669
 DS3669                          STATION DESCRIPTION
 DS3669
 DS3669'DESCRIBED BY MN DEPT OF TRANSP 2025
 DS3669'THE MARK IS LOCATED IN BIG STONE COUNTY, MINNESOTA.
 DS3669'
 DS3669'THE MARK IS LOCATED ABOUT 2.0 MI (3.2 KM) SOUTH OF BEARDSLEY, 1.95 MI
 DS3669'(3.14 KM) SOUTH ALONG TRUNK HIGHWAY 7 FROM THE JUNCTION OF TRUNK
 DS3669'HIGHWAY 7 AND TRUNK HIGHWAY 28 (THE JUNCTION IS 0.5 MI (0.8 KM) EAST
 DS3669'OF BEARDSLEY), AT TRUNK HIGHWAY 7 MILE POINT 1.95.
 DS3669'
 DS3669'MARK IS 81.8 FT (24.9 M) WEST OF TRUNK HIGHWAY 7, 58.8 FT (17.9 M)
 DS3669'SOUTH OF COUNTY ROAD 54, 49.9 FT (15.2 M) NORTH-NORTHWEST OF A CABLE
 DS3669'MARKER BOX, 43.9 FT (13.4 M) EAST-SOUTHEAST OF A POWER POLE, 19.6 FT
 DS3669'(6.0 M) SOUTH-SOUTHWEST OF CABLE MARKER BOX NUMBER 576, 0.9 FT (27 CM)
 DS3669'EAST OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DJ8641 ***********************************************************************
 DJ8641  DESIGNATION -  0609 R
 DJ8641  PID         -  DJ8641
 DJ8641  STATE/COUNTY-  MN/BIG STONE
 DJ8641  COUNTRY     -  US
 DJ8641  USGS QUAD   -  BIG STONE LAKE WEST (2019)
 DJ8641
 DJ8641                         *CURRENT SURVEY CONTROL
 DJ8641  ______________________________________________________________________
 DJ8641* NAD 83(2011) POSITION- 45 27 28.39773(N) 096 41 54.89802(W)   ADJUSTED
 DJ8641* NAD 83(2011) ELLIP HT-   313.636 (meters)        (06/05/25)   ADJUSTED
 DJ8641* NAD 83(2011) EPOCH   -  2010.00
 DJ8641* NAVD 88 ORTHO HEIGHT -   339.605 (meters)     1114.19  (feet) ADJUSTED
 DJ8641  ______________________________________________________________________
 DJ8641  GEOID HEIGHT    -        -25.969 (meters)                     GEOID18
 DJ8641  NAD 83(2011) X  -   -522,771.305 (meters)                     COMP
 DJ8641  NAD 83(2011) Y  - -4,451,090.173 (meters)                     COMP
 DJ8641  NAD 83(2011) Z  -  4,523,411.020 (meters)                     COMP
 DJ8641  LAPLACE CORR    -         -2.26  (seconds)                    DEFLEC18
 DJ8641  DYNAMIC HEIGHT  -        339.587 (meters)     1114.13  (feet) COMP
 DJ8641  MODELED GRAVITY -    980,552.9   (mgal)                       NAVD 88
 DJ8641
 DJ8641  VERT ORDER      -  SECOND    CLASS I
 DJ8641
 DJ8641  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DJ8641  Standards:
 DJ8641         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DJ8641            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DJ8641  -------------------------------------------------------------------
 DJ8641  NETWORK    0.54   0.94           0.24   0.20   0.48     -0.07992517
 DJ8641  -------------------------------------------------------------------
 DJ8641  Click here for local accuracies and other accuracy information.
 DJ8641
 DJ8641.The horizontal coordinates were established by GPS observations
 DJ8641.and adjusted by the MN DEPT OF TRANSP in June 2025.
 DJ8641
 DJ8641.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DJ8641.been affixed to the stable North American tectonic plate. See 
 DJ8641.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DJ8641
 DJ8641.The horizontal coordinates are valid at the epoch date displayed above
 DJ8641.which is a decimal equivalence of Year/Month/Day.
 DJ8641
 DJ8641.The orthometric height was determined by differential leveling and
 DJ8641.adjusted by the NATIONAL GEODETIC SURVEY
 DJ8641.in July 2008.
 DJ8641
 DJ8641.Significant digits in the geoid height do not necessarily reflect accuracy.
 DJ8641.GEOID18 height accuracy estimate available here.
 DJ8641
 DJ8641.Click photographs - Photos may exist for this station.
 DJ8641
 DJ8641.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DJ8641
 DJ8641.The Laplace correction was computed from DEFLEC18 derived deflections.
 DJ8641
 DJ8641.The ellipsoidal height was determined by GPS observations
 DJ8641.and is referenced to NAD 83.
 DJ8641
 DJ8641.The dynamic height is computed by dividing the NAVD 88
 DJ8641.geopotential number by the normal gravity value computed on the
 DJ8641.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ8641.degrees latitude (g = 980.6199 gals.).
 DJ8641
 DJ8641.The modeled gravity was interpolated from observed gravity values.
 DJ8641
 DJ8641. The following values were computed from the NAD 83(2011) position.
 DJ8641
 DJ8641;                    North         East     Units Scale Factor Converg.
 DJ8641;SPC MN S     -   376,599.023   588,952.147   MT  1.00006166   -1 53 29.4
 DJ8641;SPC MN S     - 1,235,558.63  1,932,253.84   sFT  1.00006166   -1 53 29.4
 DJ8641;UTM  14      - 5,036,394.378   679,935.644   MT  0.99999808   +1 38 26.7
 DJ8641
 DJ8641!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DJ8641!SPC MN S     -   0.99995083  x   1.00006166  =   1.00001249
 DJ8641!UTM  14      -   0.99995083  x   0.99999808  =   0.99994891
 DJ8641
 DJ8641_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPR7993536394(NAD 83)
 DJ8641
 DJ8641                          SUPERSEDED SURVEY CONTROL
 DJ8641
 DJ8641.No superseded survey control is available for this station.
 DJ8641
 DJ8641_MARKER: DD = SURVEY DISK
 DJ8641_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DJ8641_STAMPING: 0609 R 2005
 DJ8641_MARK LOGO: MNDT
 DJ8641_PROJECTION: FLUSH
 DJ8641_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DJ8641_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DJ8641_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DJ8641+SATELLITE: SATELLITE OBSERVATIONS - November 15, 2023
 DJ8641_ROD/PIPE-DEPTH: 7.6 meters
 DJ8641
 DJ8641  HISTORY     - Date     Condition        Report By
 DJ8641  HISTORY     - 20050922 MONUMENTED       MNDT
 DJ8641  HISTORY     - 20210607 GOOD             MNDT
 DJ8641  HISTORY     - 20231115 GOOD             MNDT
 DJ8641
 DJ8641                          STATION DESCRIPTION
 DJ8641
 DJ8641'DESCRIBED BY MN DEPT OF TRANSP 2005
 DJ8641'7.0 MI (11.3 KM) SOUTH OF BEARDSLEY, 7.0 MI (11.3 KM) SOUTH ALONG
 DJ8641'TRUNK HIGHWAY 7 FROM THE JUNCTION OF TRUNK HIGHWAY 7 AND TRUNK HIGHWAY
 DJ8641'28 IN BEARDSLEY, AT TRUNK HIGHWAY 7 MILE POINT 7.0, 100.8 FT (30.7 M)
 DJ8641'EAST OF TRUNK HIGHWAY 7, 56.6 FT (17.3 M) SOUTH OF COUNTY ROAD 6, 25.4
 DJ8641'FT (7.7 M) EAST-SOUTHEAST OF A POWER POLE WITH GUY WIRE, 0.8 FT (0.2
 DJ8641'M) WEST OF A WITNESS POST
 DJ8641
 DJ8641                          STATION RECOVERY (2021)
 DJ8641
 DJ8641'RECOVERY NOTE BY MN DEPT OF TRANSP 2021 (TJD)
 DJ8641'RECOVERED IN GOOD CONDITION.
 DJ8641
 DJ8641                          STATION RECOVERY (2023)
 DJ8641
 DJ8641'RECOVERY NOTE BY MN DEPT OF TRANSP 2023 (TJD)
 DJ8641'THE MARK IS LOCATED ABOUT 7.0 MI (11.3 KM) SOUTH OF BEARDSLEY, 7.0 MI
 DJ8641'(11.3 KM) SOUTH ALONG TRUNK HIGHWAY 7 FROM THE JUNCTION OF TRUNK
 DJ8641'HIGHWAY 7 AND TRUNK HIGHWAY 28 IN BEARDSLEY, AT TRUNK HIGHWAY 7 MILE
 DJ8641'POINT 7.0, 100.8 FT (30.7 M) EAST OF TRUNK HIGHWAY 7, 56.6 FT (17.3 M)
 DJ8641'SOUTH OF COUNTY ROAD 6, 25.4 FT (7.7 M) EAST-SOUTHEAST OF A POWER POLE
 DJ8641'WITH A GUY WIRE, 0.8 FT (24 CM) WEST OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DJ8640 ***********************************************************************
 DJ8640  DESIGNATION -  0609 S
 DJ8640  PID         -  DJ8640
 DJ8640  STATE/COUNTY-  MN/BIG STONE
 DJ8640  COUNTRY     -  US
 DJ8640  USGS QUAD   -  BIG STONE LAKE WEST (2019)
 DJ8640
 DJ8640                         *CURRENT SURVEY CONTROL
 DJ8640  ______________________________________________________________________
 DJ8640* NAD 83(2011) POSITION- 45 26 36.54721(N) 096 41 53.41200(W)   ADJUSTED
 DJ8640* NAD 83(2011) ELLIP HT-   314.197 (meters)        (06/05/25)   ADJUSTED
 DJ8640* NAD 83(2011) EPOCH   -  2010.00
 DJ8640* NAVD 88 ORTHO HEIGHT -   340.158 (meters)     1116.00  (feet) ADJUSTED
 DJ8640  ______________________________________________________________________
 DJ8640  GEOID HEIGHT    -        -25.966 (meters)                     GEOID18
 DJ8640  NAD 83(2011) X  -   -522,872.348 (meters)                     COMP
 DJ8640  NAD 83(2011) Y  - -4,452,227.369 (meters)                     COMP
 DJ8640  NAD 83(2011) Z  -  4,522,288.402 (meters)                     COMP
 DJ8640  LAPLACE CORR    -         -2.11  (seconds)                    DEFLEC18
 DJ8640  DYNAMIC HEIGHT  -        340.139 (meters)     1115.94  (feet) COMP
 DJ8640  MODELED GRAVITY -    980,551.0   (mgal)                       NAVD 88
 DJ8640
 DJ8640  VERT ORDER      -  SECOND    CLASS I
 DJ8640
 DJ8640  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DJ8640  Standards:
 DJ8640         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DJ8640            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DJ8640  -------------------------------------------------------------------
 DJ8640  NETWORK    0.53   0.90           0.24   0.19   0.46     -0.01124510
 DJ8640  -------------------------------------------------------------------
 DJ8640  Click here for local accuracies and other accuracy information.
 DJ8640
 DJ8640.The horizontal coordinates were established by GPS observations
 DJ8640.and adjusted by the MN DEPT OF TRANSP in June 2025.
 DJ8640
 DJ8640.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DJ8640.been affixed to the stable North American tectonic plate. See 
 DJ8640.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DJ8640
 DJ8640.The horizontal coordinates are valid at the epoch date displayed above
 DJ8640.which is a decimal equivalence of Year/Month/Day.
 DJ8640
 DJ8640.The orthometric height was determined by differential leveling and
 DJ8640.adjusted by the NATIONAL GEODETIC SURVEY
 DJ8640.in July 2008.
 DJ8640
 DJ8640.Significant digits in the geoid height do not necessarily reflect accuracy.
 DJ8640.GEOID18 height accuracy estimate available here.
 DJ8640
 DJ8640.Click photographs - Photos may exist for this station.
 DJ8640
 DJ8640.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DJ8640
 DJ8640.The Laplace correction was computed from DEFLEC18 derived deflections.
 DJ8640
 DJ8640.The ellipsoidal height was determined by GPS observations
 DJ8640.and is referenced to NAD 83.
 DJ8640
 DJ8640.The dynamic height is computed by dividing the NAVD 88
 DJ8640.geopotential number by the normal gravity value computed on the
 DJ8640.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ8640.degrees latitude (g = 980.6199 gals.).
 DJ8640
 DJ8640.The modeled gravity was interpolated from observed gravity values.
 DJ8640
 DJ8640. The following values were computed from the NAD 83(2011) position.
 DJ8640
 DJ8640;                    North         East     Units Scale Factor Converg.
 DJ8640;SPC MN S     -   374,997.985   588,931.587   MT  1.00005748   -1 53 28.4
 DJ8640;SPC MN S     - 1,230,305.89  1,932,186.38   sFT  1.00005748   -1 53 28.4
 DJ8640;UTM  14      - 5,034,795.212   680,013.753   MT  0.99999843   +1 38 26.3
 DJ8640
 DJ8640!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DJ8640!SPC MN S     -   0.99995074  x   1.00005748  =   1.00000822
 DJ8640!UTM  14      -   0.99995074  x   0.99999843  =   0.99994917
 DJ8640
 DJ8640_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPR8001334795(NAD 83)
 DJ8640
 DJ8640                          SUPERSEDED SURVEY CONTROL
 DJ8640
 DJ8640.No superseded survey control is available for this station.
 DJ8640
 DJ8640_MARKER: DD = SURVEY DISK
 DJ8640_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DJ8640_STAMPING: 0609 S 2005
 DJ8640_MARK LOGO: MNDT
 DJ8640_PROJECTION: FLUSH
 DJ8640_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DJ8640_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DJ8640_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DJ8640+SATELLITE: SATELLITE OBSERVATIONS - November 15, 2023
 DJ8640_ROD/PIPE-DEPTH: 6.1 meters
 DJ8640
 DJ8640  HISTORY     - Date     Condition        Report By
 DJ8640  HISTORY     - 20050922 MONUMENTED       MNDT
 DJ8640  HISTORY     - 20231115 GOOD             MNDT
 DJ8640
 DJ8640                          STATION DESCRIPTION
 DJ8640
 DJ8640'DESCRIBED BY MN DEPT OF TRANSP 2005
 DJ8640'8.0 MI (12.9 KM) SOUTH OF BEARDSLEY, 7.98 MI (12.8 KM) SOUTH ALONG
 DJ8640'TRUNK HIGHWAY 7 FROM THE JUNCTION OF TRUNK HIGHWAY 7 AND TRUNK HIGHWAY
 DJ8640'28 IN BEARDSLEY, AT TRUNK HIGHWAY 7 MILE POINT 8.0, 108.7 FT (33.1 M)
 DJ8640'EAST OF TRUNK HIGHWAY 7, 66.7 FT (20.3 M) NORTHEAST OF RIGHT OF WAY
 DJ8640'POST, 33.7 FT (10.3 M) SOUTH OF TRAILS END ROAD, 13.7 FT (4.2 M) WEST
 DJ8640'OF A FIELD ENTRANCE, 1.1 FT (0.3 M) EAST OF A WITNESS POST
 DJ8640
 DJ8640                          STATION RECOVERY (2023)
 DJ8640
 DJ8640'RECOVERY NOTE BY MN DEPT OF TRANSP 2023 (TJD)
 DJ8640'THE MARK IS LOCATED ABOUT 8.0 MI (12.9 KM) SOUTH OF BEARDSLEY, 7.98 MI
 DJ8640'(12.84 KM) SOUTH ALONG TRUNK HIGHWAY 7 FROM THE JUNCTION OF TRUNK
 DJ8640'HIGHWAY 7 AND TRUNK HIGHWAY 28 IN BEARDSLEY, AT TRUNK HIGHWAY 7 MILE
 DJ8640'POINT 8.0, 108.7 FT (33.1 M) EAST OF TRUNK HIGHWAY 7, 66.7 FT (20.3 M)
 DJ8640'NORTHEAST OF A RIGHT-OF-WAY POST, 33.7 FT (10.3 M) SOUTH OF TRAILS END
 DJ8640'ROAD, 13.7 FT (4.2 M) WEST OF A FIELD ENTRANCE, 1.1 FT (0.3 M) EAST OF
 DJ8640'A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DJ8639 ***********************************************************************
 DJ8639  DESIGNATION -  0609 T
 DJ8639  PID         -  DJ8639
 DJ8639  STATE/COUNTY-  MN/BIG STONE
 DJ8639  COUNTRY     -  US
 DJ8639  USGS QUAD   -  BIG STONE LAKE WEST (2019)
 DJ8639
 DJ8639                         *CURRENT SURVEY CONTROL
 DJ8639  ______________________________________________________________________
 DJ8639* NAD 83(2011) POSITION- 45 25 51.08565(N) 096 41 43.25217(W)   ADJUSTED
 DJ8639* NAD 83(2011) ELLIP HT-   311.706 (meters)        (06/05/25)   ADJUSTED
 DJ8639* NAD 83(2011) EPOCH   -  2010.00
 DJ8639* NAVD 88 ORTHO HEIGHT -   337.666 (meters)     1107.83  (feet) ADJUSTED
 DJ8639  ______________________________________________________________________
 DJ8639  GEOID HEIGHT    -        -25.965 (meters)                     GEOID18
 DJ8639  NAD 83(2011) X  -   -522,769.436 (meters)                     COMP
 DJ8639  NAD 83(2011) Y  - -4,453,244.581 (meters)                     COMP
 DJ8639  NAD 83(2011) Z  -  4,521,301.753 (meters)                     COMP
 DJ8639  LAPLACE CORR    -         -2.33  (seconds)                    DEFLEC18
 DJ8639  DYNAMIC HEIGHT  -        337.647 (meters)     1107.76  (feet) COMP
 DJ8639  MODELED GRAVITY -    980,549.4   (mgal)                       NAVD 88
 DJ8639
 DJ8639  VERT ORDER      -  SECOND    CLASS I
 DJ8639
 DJ8639  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DJ8639  Standards:
 DJ8639         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DJ8639            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DJ8639  -------------------------------------------------------------------
 DJ8639  NETWORK    0.46   0.74           0.21   0.16   0.38     -0.02985017
 DJ8639  -------------------------------------------------------------------
 DJ8639  Click here for local accuracies and other accuracy information.
 DJ8639
 DJ8639.The horizontal coordinates were established by GPS observations
 DJ8639.and adjusted by the MN DEPT OF TRANSP in June 2025.
 DJ8639
 DJ8639.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DJ8639.been affixed to the stable North American tectonic plate. See 
 DJ8639.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DJ8639
 DJ8639.The horizontal coordinates are valid at the epoch date displayed above
 DJ8639.which is a decimal equivalence of Year/Month/Day.
 DJ8639
 DJ8639.The orthometric height was determined by differential leveling and
 DJ8639.adjusted by the NATIONAL GEODETIC SURVEY
 DJ8639.in July 2008.
 DJ8639
 DJ8639.Significant digits in the geoid height do not necessarily reflect accuracy.
 DJ8639.GEOID18 height accuracy estimate available here.
 DJ8639
 DJ8639.Click photographs - Photos may exist for this station.
 DJ8639
 DJ8639.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DJ8639
 DJ8639.The Laplace correction was computed from DEFLEC18 derived deflections.
 DJ8639
 DJ8639.The ellipsoidal height was determined by GPS observations
 DJ8639.and is referenced to NAD 83.
 DJ8639
 DJ8639.The dynamic height is computed by dividing the NAVD 88
 DJ8639.geopotential number by the normal gravity value computed on the
 DJ8639.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ8639.degrees latitude (g = 980.6199 gals.).
 DJ8639
 DJ8639.The modeled gravity was interpolated from observed gravity values.
 DJ8639
 DJ8639. The following values were computed from the NAD 83(2011) position.
 DJ8639
 DJ8639;                    North         East     Units Scale Factor Converg.
 DJ8639;SPC MN S     -   373,587.883   589,106.003   MT  1.00005386   -1 53 21.3
 DJ8639;SPC MN S     - 1,225,679.58  1,932,758.61   sFT  1.00005386   -1 53 21.3
 DJ8639;UTM  14      - 5,033,398.612   680,274.686   MT  0.99999959   +1 38 32.2
 DJ8639
 DJ8639!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DJ8639!SPC MN S     -   0.99995113  x   1.00005386  =   1.00000499
 DJ8639!UTM  14      -   0.99995113  x   0.99999959  =   0.99995072
 DJ8639
 DJ8639_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPR8027433398(NAD 83)
 DJ8639
 DJ8639                          SUPERSEDED SURVEY CONTROL
 DJ8639
 DJ8639.No superseded survey control is available for this station.
 DJ8639
 DJ8639_MARKER: DD = SURVEY DISK
 DJ8639_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DJ8639_STAMPING: 0609 T 2005
 DJ8639_MARK LOGO: MNDT
 DJ8639_PROJECTION: FLUSH
 DJ8639_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DJ8639_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DJ8639_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DJ8639+SATELLITE: SATELLITE OBSERVATIONS - November 15, 2023
 DJ8639_ROD/PIPE-DEPTH: 7.6 meters
 DJ8639
 DJ8639  HISTORY     - Date     Condition        Report By
 DJ8639  HISTORY     - 20050922 MONUMENTED       MNDT
 DJ8639  HISTORY     - 20231115 GOOD             MNDT
 DJ8639
 DJ8639                          STATION DESCRIPTION
 DJ8639
 DJ8639'DESCRIBED BY MN DEPT OF TRANSP 2005
 DJ8639'8.9 MI (14.3 KM) SOUTH OF BEARDSLEY, 8.9 MI (14.3 KM) SOUTH ALONG
 DJ8639'TRUNK HIGHWAY 7 FROM THE JUNCTION OF TRUNK HIGHWAY 7 AND TRUNK HIGHWAY
 DJ8639'28 IN BEARDSLEY, AT TRUNK HIGHWAY 7 MILE POINT 8.9, 68.9 FT (21.0 M)
 DJ8639'SOUTHWEST OF TRUNK HIGHWAY 7, 59.9 FT (18.3 M) NORTH-NORTHEAST OF
 DJ8639'DRIVEWAY NUMBER 32793, 14.1 FT (4.3 M) NORTH OF CABLE PEDESTAL 119,
 DJ8639'1.0 FT (0.3 M) NORTHEAST OF A WITNESS POST
 DJ8639
 DJ8639                          STATION RECOVERY (2023)
 DJ8639
 DJ8639'RECOVERY NOTE BY MN DEPT OF TRANSP 2023 (TJD)
 DJ8639'THE MARK IS LOCATED ABOUT 8.9 MI (14.3 KM) SOUTH OF BEARDSLEY, 8.9 MI
 DJ8639'(14.3 KM) SOUTH ALONG TRUNK HIGHWAY 7 FROM THE JUNCTION OF TRUNK
 DJ8639'HIGHWAY 7 AND TRUNK HIGHWAY 28 IN BEARDSLEY, AT TRUNK HIGHWAY 7 MILE
 DJ8639'POINT 8.9, 68.9 FT (21.0 M) SOUTHWEST OF TRUNK HIGHWAY 7, 59.9 FT
 DJ8639'(18.3 M) NORTH-NORTHEAST OF DRIVEWAY NUMBER 32793, 14.1 FT (4.3 M)
 DJ8639'NORTH OF A CABLE PEDESTAL 119, 1.0 FT (0.3 M) NORTHEAST OF A WITNESS
 DJ8639'POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DJ8637 ***********************************************************************
 DJ8637  DESIGNATION -  0609 U
 DJ8637  PID         -  DJ8637
 DJ8637  STATE/COUNTY-  MN/BIG STONE
 DJ8637  COUNTRY     -  US
 DJ8637  USGS QUAD   -  BIG STONE LAKE WEST (2019)
 DJ8637
 DJ8637                         *CURRENT SURVEY CONTROL
 DJ8637  ______________________________________________________________________
 DJ8637* NAD 83(2011) POSITION- 45 25 00.51266(N) 096 39 26.39285(W)   ADJUSTED
 DJ8637* NAD 83(2011) ELLIP HT-   283.576 (meters)        (06/05/25)   ADJUSTED
 DJ8637* NAD 83(2011) EPOCH   -  2010.00
 DJ8637* NAVD 88 ORTHO HEIGHT -   309.581 (meters)     1015.68  (feet) ADJUSTED
 DJ8637  ______________________________________________________________________
 DJ8637  GEOID HEIGHT    -        -25.999 (meters)                     GEOID18
 DJ8637  NAD 83(2011) X  -   -519,941.186 (meters)                     COMP
 DJ8637  NAD 83(2011) Y  - -4,454,675.551 (meters)                     COMP
 DJ8637  NAD 83(2011) Z  -  4,520,185.855 (meters)                     COMP
 DJ8637  LAPLACE CORR    -         -2.67  (seconds)                    DEFLEC18
 DJ8637  DYNAMIC HEIGHT  -        309.563 (meters)     1015.62  (feet) COMP
 DJ8637  MODELED GRAVITY -    980,547.6   (mgal)                       NAVD 88
 DJ8637
 DJ8637  VERT ORDER      -  SECOND    CLASS I
 DJ8637
 DJ8637  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DJ8637  Standards:
 DJ8637         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DJ8637            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DJ8637  -------------------------------------------------------------------
 DJ8637  NETWORK    0.61   1.10           0.27   0.22   0.56     -0.01114441
 DJ8637  -------------------------------------------------------------------
 DJ8637  Click here for local accuracies and other accuracy information.
 DJ8637
 DJ8637.The horizontal coordinates were established by GPS observations
 DJ8637.and adjusted by the MN DEPT OF TRANSP in June 2025.
 DJ8637
 DJ8637.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DJ8637.been affixed to the stable North American tectonic plate. See 
 DJ8637.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DJ8637
 DJ8637.The horizontal coordinates are valid at the epoch date displayed above
 DJ8637.which is a decimal equivalence of Year/Month/Day.
 DJ8637
 DJ8637.The orthometric height was determined by differential leveling and
 DJ8637.adjusted by the NATIONAL GEODETIC SURVEY
 DJ8637.in July 2008.
 DJ8637
 DJ8637.Significant digits in the geoid height do not necessarily reflect accuracy.
 DJ8637.GEOID18 height accuracy estimate available here.
 DJ8637
 DJ8637.Click photographs - Photos may exist for this station.
 DJ8637
 DJ8637.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DJ8637
 DJ8637.The Laplace correction was computed from DEFLEC18 derived deflections.
 DJ8637
 DJ8637.The ellipsoidal height was determined by GPS observations
 DJ8637.and is referenced to NAD 83.
 DJ8637
 DJ8637.The dynamic height is computed by dividing the NAVD 88
 DJ8637.geopotential number by the normal gravity value computed on the
 DJ8637.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ8637.degrees latitude (g = 980.6199 gals.).
 DJ8637
 DJ8637.The modeled gravity was interpolated from observed gravity values.
 DJ8637
 DJ8637. The following values were computed from the NAD 83(2011) position.
 DJ8637
 DJ8637;                    North         East     Units Scale Factor Converg.
 DJ8637;SPC MN S     -   371,929.935   592,028.748   MT  1.00004990   -1 51 45.4
 DJ8637;SPC MN S     - 1,220,240.13  1,942,347.65   sFT  1.00004990   -1 51 45.4
 DJ8637;UTM  14      - 5,031,923.916   683,293.871   MT  1.00001309   +1 40 08.4
 DJ8637
 DJ8637!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DJ8637!SPC MN S     -   0.99995554  x   1.00004990  =   1.00000544
 DJ8637!UTM  14      -   0.99995554  x   1.00001309  =   0.99996863
 DJ8637
 DJ8637_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPR8329331923(NAD 83)
 DJ8637
 DJ8637                          SUPERSEDED SURVEY CONTROL
 DJ8637
 DJ8637.No superseded survey control is available for this station.
 DJ8637
 DJ8637_MARKER: DD = SURVEY DISK
 DJ8637_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DJ8637_STAMPING: 0609 U 2005
 DJ8637_MARK LOGO: MNDT
 DJ8637_PROJECTION: FLUSH
 DJ8637_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DJ8637_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DJ8637_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DJ8637+SATELLITE: SATELLITE OBSERVATIONS - November 15, 2023
 DJ8637_ROD/PIPE-DEPTH: 13.7 meters
 DJ8637
 DJ8637  HISTORY     - Date     Condition        Report By
 DJ8637  HISTORY     - 20050922 MONUMENTED       MNDT
 DJ8637  HISTORY     - 20210608 GOOD             MNDT
 DJ8637  HISTORY     - 20231115 GOOD             MNDT
 DJ8637
 DJ8637                          STATION DESCRIPTION
 DJ8637
 DJ8637'DESCRIBED BY MN DEPT OF TRANSP 2005
 DJ8637'10.0 MI (16.1 KM) SOUTH-SOUTHEAST OF BEARDSLEY, 11.15 MI (17.9 KM)
 DJ8637'SOUTH ALONG TRUNK HIGHWAY 7 FROM THE JUNCTION OF TRUNK HIGHWAY 7 AND
 DJ8637'TRUNK HIGHWAY 28 IN BEARDSLEY, AT TRUNK HIGHWAY 7 MILE POINT 11.15,
 DJ8637'69.7 FT (21.2 M) NORTH OF TRUNK HIGHWAY 7, 37.9 FT (11.6 M) WEST OF
 DJ8637'COUNTY ROAD 53, 10.2 FT (3.1 M) NORTH OF ENTRANCE, 0.8 FT (0.2 M)
 DJ8637'SOUTH OF A WITNESS POST
 DJ8637
 DJ8637                          STATION RECOVERY (2021)
 DJ8637
 DJ8637'RECOVERY NOTE BY MN DEPT OF TRANSP 2021 (TJD)
 DJ8637'RECOVERED IN GOOD CONDITION.
 DJ8637
 DJ8637                          STATION RECOVERY (2023)
 DJ8637
 DJ8637'RECOVERY NOTE BY MN DEPT OF TRANSP 2023 (TJD)
 DJ8637'THE MARK IS LOCATED ABOUT 10.0 MI (16.1 KM) SOUTH-SOUTHEAST OF
 DJ8637'BEARDSLEY, 11.15 MI (17.94 KM) SOUTH ALONG TRUNK HIGHWAY 7 FROM THE
 DJ8637'JUNCTION OF TRUNK HIGHWAY 7 AND TRUNK HIGHWAY 28 IN BEARDSLEY, AT
 DJ8637'TRUNK HIGHWAY 7 MILE POINT 11.15, 69.7 FT (21.2 M) NORTH OF TRUNK
 DJ8637'HIGHWAY 7, 37.9 FT (11.6 M) WEST OF COUNTY ROAD 53, 10.2 FT (3.1 M)
 DJ8637'NORTH OF AN ENTRANCE, 0.8 FT (24 CM) SOUTH OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DJ8636 ***********************************************************************
 DJ8636  DESIGNATION -  0609 V
 DJ8636  PID         -  DJ8636
 DJ8636  STATE/COUNTY-  MN/BIG STONE
 DJ8636  COUNTRY     -  US
 DJ8636  USGS QUAD   -  BIG STONE LAKE WEST (2019)
 DJ8636
 DJ8636                         *CURRENT SURVEY CONTROL
 DJ8636  ______________________________________________________________________
 DJ8636* NAD 83(2011) POSITION- 45 24 59.95214(N) 096 38 11.82780(W)   ADJUSTED
 DJ8636* NAD 83(2011) ELLIP HT-   279.323 (meters)        (06/05/25)   ADJUSTED
 DJ8636* NAD 83(2011) EPOCH   -  2010.00
 DJ8636* NAVD 88 ORTHO HEIGHT -   305.349 (meters)     1001.80  (feet) ADJUSTED
 DJ8636  ______________________________________________________________________
 DJ8636  GEOID HEIGHT    -        -26.019 (meters)                     GEOID18
 DJ8636  NAD 83(2011) X  -   -518,331.859 (meters)                     COMP
 DJ8636  NAD 83(2011) Y  - -4,454,872.497 (meters)                     COMP
 DJ8636  NAD 83(2011) Z  -  4,520,170.678 (meters)                     COMP
 DJ8636  LAPLACE CORR    -         -2.35  (seconds)                    DEFLEC18
 DJ8636  DYNAMIC HEIGHT  -        305.331 (meters)     1001.74  (feet) COMP
 DJ8636  MODELED GRAVITY -    980,547.8   (mgal)                       NAVD 88
 DJ8636
 DJ8636  VERT ORDER      -  SECOND    CLASS I
 DJ8636
 DJ8636  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DJ8636  Standards:
 DJ8636         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DJ8636            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DJ8636  -------------------------------------------------------------------
 DJ8636  NETWORK    0.53   0.94           0.24   0.19   0.48      0.06182923
 DJ8636  -------------------------------------------------------------------
 DJ8636  Click here for local accuracies and other accuracy information.
 DJ8636
 DJ8636.The horizontal coordinates were established by GPS observations
 DJ8636.and adjusted by the MN DEPT OF TRANSP in June 2025.
 DJ8636
 DJ8636.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DJ8636.been affixed to the stable North American tectonic plate. See 
 DJ8636.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DJ8636
 DJ8636.The horizontal coordinates are valid at the epoch date displayed above
 DJ8636.which is a decimal equivalence of Year/Month/Day.
 DJ8636
 DJ8636.The orthometric height was determined by differential leveling and
 DJ8636.adjusted by the NATIONAL GEODETIC SURVEY
 DJ8636.in July 2008.
 DJ8636
 DJ8636.Significant digits in the geoid height do not necessarily reflect accuracy.
 DJ8636.GEOID18 height accuracy estimate available here.
 DJ8636
 DJ8636.Click photographs - Photos may exist for this station.
 DJ8636
 DJ8636.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DJ8636
 DJ8636.The Laplace correction was computed from DEFLEC18 derived deflections.
 DJ8636
 DJ8636.The ellipsoidal height was determined by GPS observations
 DJ8636.and is referenced to NAD 83.
 DJ8636
 DJ8636.The dynamic height is computed by dividing the NAVD 88
 DJ8636.geopotential number by the normal gravity value computed on the
 DJ8636.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ8636.degrees latitude (g = 980.6199 gals.).
 DJ8636
 DJ8636.The modeled gravity was interpolated from observed gravity values.
 DJ8636
 DJ8636. The following values were computed from the NAD 83(2011) position.
 DJ8636
 DJ8636;                    North         East     Units Scale Factor Converg.
 DJ8636;SPC MN S     -   371,860.147   593,648.653   MT  1.00004985   -1 50 53.1
 DJ8636;SPC MN S     - 1,220,011.17  1,947,662.29   sFT  1.00004985   -1 50 53.1
 DJ8636;UTM  14      - 5,031,954.047   684,914.945   MT  1.00002043   +1 41 01.5
 DJ8636
 DJ8636!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DJ8636!SPC MN S     -   0.99995621  x   1.00004985  =   1.00000606
 DJ8636!UTM  14      -   0.99995621  x   1.00002043  =   0.99997664
 DJ8636
 DJ8636_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPR8491431954(NAD 83)
 DJ8636
 DJ8636                          SUPERSEDED SURVEY CONTROL
 DJ8636
 DJ8636.No superseded survey control is available for this station.
 DJ8636
 DJ8636_MARKER: DD = SURVEY DISK
 DJ8636_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DJ8636_STAMPING: 0609 V 2005
 DJ8636_MARK LOGO: MNDT
 DJ8636_PROJECTION: FLUSH
 DJ8636_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DJ8636_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DJ8636_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DJ8636+SATELLITE: SATELLITE OBSERVATIONS - November 15, 2023
 DJ8636_ROD/PIPE-DEPTH: 12.2 meters
 DJ8636
 DJ8636  HISTORY     - Date     Condition        Report By
 DJ8636  HISTORY     - 20050922 MONUMENTED       MNDT
 DJ8636  HISTORY     - 20231115 GOOD             MNDT
 DJ8636
 DJ8636                          STATION DESCRIPTION
 DJ8636
 DJ8636'DESCRIBED BY MN DEPT OF TRANSP 2005
 DJ8636'10.5 MI (16.9 KM) SOUTH-SOUTHEAST OF BEARDSLEY, 12.15 MI (19.5 KM)
 DJ8636'SOUTHEAST ALONG TRUNK HIGHWAY 7 FROM THE JUNCTION OF TRUNK HIGHWAY 7
 DJ8636'AND TRUNK HIGHWAY 28 IN BEARDSLEY, AT TRUNK HIGHWAY 7 MILE POINT
 DJ8636'12.15, 83.0 FT (25.3 M) WEST OF COUNTY ROAD 3, 46.5 FT (14.2 M) NORTH
 DJ8636'OF TRUNK HIGHWAY 7, 8.9 FT (2.7 M) EAST OF A POWER POLE, 0.9 FT (0.3
 DJ8636'M) SOUTH OF A WITNESS POST
 DJ8636
 DJ8636                          STATION RECOVERY (2023)
 DJ8636
 DJ8636'RECOVERY NOTE BY MN DEPT OF TRANSP 2023 (TJD)
 DJ8636'THE MARK IS LOCATED ABOUT 10.5 MI (16.9 KM) SOUTH-SOUTHEAST OF
 DJ8636'BEARDSLEY, 12.15 MI (19.55 KM) SOUTHEAST ALONG TRUNK HIGHWAY 7 FROM
 DJ8636'THE JUNCTION OF TRUNK HIGHWAY 7 AND TRUNK HIGHWAY 28 IN BEARDSLEY, AT
 DJ8636'TRUNK HIGHWAY 7 MILE POINT 12.15, 83.0 FT (25.3 M) WEST OF COUNTY ROAD
 DJ8636'3, 46.5 FT (14.2 M) NORTH OF TRUNK HIGHWAY 7, 9.6 FT (2.9 M) EAST OF A
 DJ8636'POWER POLE, 0.9 FT (27 CM) SOUTH OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DJ8635 ***********************************************************************
 DJ8635  DESIGNATION -  0609 W
 DJ8635  PID         -  DJ8635
 DJ8635  STATE/COUNTY-  MN/BIG STONE
 DJ8635  COUNTRY     -  US
 DJ8635  USGS QUAD   -  BIG STONE LAKE EAST (2019)
 DJ8635
 DJ8635                         *CURRENT SURVEY CONTROL
 DJ8635  ______________________________________________________________________
 DJ8635* NAD 83(2011) POSITION- 45 24 58.04822(N) 096 37 04.34334(W)   ADJUSTED
 DJ8635* NAD 83(2011) ELLIP HT-   287.729 (meters)        (06/05/25)   ADJUSTED
 DJ8635* NAD 83(2011) EPOCH   -  2010.00
 DJ8635* NAVD 88 ORTHO HEIGHT -   313.769 (meters)     1029.42  (feet) ADJUSTED
 DJ8635  ______________________________________________________________________
 DJ8635  GEOID HEIGHT    -        -26.034 (meters)                     GEOID18
 DJ8635  NAD 83(2011) X  -   -516,879.818 (meters)                     COMP
 DJ8635  NAD 83(2011) Y  - -4,455,089.291 (meters)                     COMP
 DJ8635  NAD 83(2011) Z  -  4,520,135.404 (meters)                     COMP
 DJ8635  LAPLACE CORR    -         -2.00  (seconds)                    DEFLEC18
 DJ8635  DYNAMIC HEIGHT  -        313.750 (meters)     1029.36  (feet) COMP
 DJ8635  MODELED GRAVITY -    980,548.3   (mgal)                       NAVD 88
 DJ8635
 DJ8635  VERT ORDER      -  SECOND    CLASS I
 DJ8635
 DJ8635  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DJ8635  Standards:
 DJ8635         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DJ8635            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DJ8635  -------------------------------------------------------------------
 DJ8635  NETWORK    0.51   0.88           0.23   0.18   0.45      0.06928685
 DJ8635  -------------------------------------------------------------------
 DJ8635  Click here for local accuracies and other accuracy information.
 DJ8635
 DJ8635.The horizontal coordinates were established by GPS observations
 DJ8635.and adjusted by the MN DEPT OF TRANSP in June 2025.
 DJ8635
 DJ8635.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DJ8635.been affixed to the stable North American tectonic plate. See 
 DJ8635.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DJ8635
 DJ8635.The horizontal coordinates are valid at the epoch date displayed above
 DJ8635.which is a decimal equivalence of Year/Month/Day.
 DJ8635
 DJ8635.The orthometric height was determined by differential leveling and
 DJ8635.adjusted by the NATIONAL GEODETIC SURVEY
 DJ8635.in July 2008.
 DJ8635
 DJ8635.Significant digits in the geoid height do not necessarily reflect accuracy.
 DJ8635.GEOID18 height accuracy estimate available here.
 DJ8635
 DJ8635.Click photographs - Photos may exist for this station.
 DJ8635
 DJ8635.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DJ8635
 DJ8635.The Laplace correction was computed from DEFLEC18 derived deflections.
 DJ8635
 DJ8635.The ellipsoidal height was determined by GPS observations
 DJ8635.and is referenced to NAD 83.
 DJ8635
 DJ8635.The dynamic height is computed by dividing the NAVD 88
 DJ8635.geopotential number by the normal gravity value computed on the
 DJ8635.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ8635.degrees latitude (g = 980.6199 gals.).
 DJ8635
 DJ8635.The modeled gravity was interpolated from observed gravity values.
 DJ8635
 DJ8635. The following values were computed from the NAD 83(2011) position.
 DJ8635
 DJ8635;                    North         East     Units Scale Factor Converg.
 DJ8635;SPC MN S     -   371,754.243   595,113.373   MT  1.00004970   -1 50 05.8
 DJ8635;SPC MN S     - 1,219,663.71  1,952,467.79   sFT  1.00004970   -1 50 05.8
 DJ8635;UTM  14      - 5,031,938.578   686,383.368   MT  1.00002713   +1 41 49.5
 DJ8635
 DJ8635!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DJ8635!SPC MN S     -   0.99995489  x   1.00004970  =   1.00000459
 DJ8635!UTM  14      -   0.99995489  x   1.00002713  =   0.99998202
 DJ8635
 DJ8635_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPR8638331938(NAD 83)
 DJ8635
 DJ8635                          SUPERSEDED SURVEY CONTROL
 DJ8635
 DJ8635.No superseded survey control is available for this station.
 DJ8635
 DJ8635_MARKER: DD = SURVEY DISK
 DJ8635_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DJ8635_STAMPING: 0609 W 2005
 DJ8635_MARK LOGO: MNDT
 DJ8635_PROJECTION: FLUSH
 DJ8635_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DJ8635_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DJ8635_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DJ8635+SATELLITE: SATELLITE OBSERVATIONS - November 15, 2023
 DJ8635_ROD/PIPE-DEPTH: 15.2 meters
 DJ8635
 DJ8635  HISTORY     - Date     Condition        Report By
 DJ8635  HISTORY     - 20050922 MONUMENTED       MNDT
 DJ8635  HISTORY     - 20231115 GOOD             MNDT
 DJ8635
 DJ8635                          STATION DESCRIPTION
 DJ8635
 DJ8635'DESCRIBED BY MN DEPT OF TRANSP 2005
 DJ8635'11.0 MI (17.7 KM) SOUTHEAST OF BEARDSLEY, 13.05 MI (21.0 KM) SOUTHEAST
 DJ8635'ALONG TRUNK HIGHWAY 7 FROM THE JUNCTION OF TRUNK HIGHWAY 7 AND TRUNK
 DJ8635'HIGHWAY 28 IN BEARDSLEY, AT TRUNK HIGHWAY 7 MILE POINT 13.05, 0.1 MI
 DJ8635'(0.2 KM) WEST OF 820TH AVENUE, 44.6 FT (13.6 M) NORTH OF TRUNK HIGHWAY
 DJ8635'7, 16.9 FT (5.2 M) EAST OF ORCHARD ENTRANCE, 8.6 FT (2.6 M) NORTH OF
 DJ8635'CABLE BOX, 1.0 FT (0.3 M) SOUTH OF A WITNESS POST
 DJ8635
 DJ8635                          STATION RECOVERY (2023)
 DJ8635
 DJ8635'RECOVERY NOTE BY MN DEPT OF TRANSP 2023 (TJD)
 DJ8635'THE MARK IS LOCATED ABOUT 11.0 MI (17.7 KM) SOUTHEAST OF BEARDSLEY,
 DJ8635'13.05 MI (21.00 KM) SOUTHEAST ALONG TRUNK HIGHWAY 7 FROM THE JUNCTION
 DJ8635'OF TRUNK HIGHWAY 7 AND TRUNK HIGHWAY 28 IN BEARDSLEY, AT TRUNK HIGHWAY
 DJ8635'7 MILE POINT 13.05, 0.1 MI (0.2 KM) WEST OF 820TH AVENUE, 44.6 FT
 DJ8635'(13.6 M) NORTH OF TRUNK HIGHWAY 7, 22.0 FT (6.7 M) EAST OF AN ORCHARD
 DJ8635'ENTRANCE, 8.6 FT (2.6 M) NORTH OF A CABLE BOX, 1.0 FT (0.3 M) SOUTH OF
 DJ8635'A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DJ8634 ***********************************************************************
 DJ8634  DESIGNATION -  0609 X
 DJ8634  PID         -  DJ8634
 DJ8634  STATE/COUNTY-  MN/BIG STONE
 DJ8634  COUNTRY     -  US
 DJ8634  USGS QUAD   -  BIG STONE LAKE EAST (2019)
 DJ8634
 DJ8634                         *CURRENT SURVEY CONTROL
 DJ8634  ______________________________________________________________________
 DJ8634* NAD 83(2011) POSITION- 45 23 38.94584(N) 096 33 57.21749(W)   ADJUSTED
 DJ8634* NAD 83(2011) ELLIP HT-   281.667 (meters)        (06/05/25)   ADJUSTED
 DJ8634* NAD 83(2011) EPOCH   -  2010.00
 DJ8634* NAVD 88 ORTHO HEIGHT -   307.729 (meters)     1009.61  (feet) ADJUSTED
 DJ8634  ______________________________________________________________________
 DJ8634  GEOID HEIGHT    -        -26.064 (meters)                     GEOID18
 DJ8634  NAD 83(2011) X  -   -513,036.262 (meters)                     COMP
 DJ8634  NAD 83(2011) Y  - -4,457,279.784 (meters)                     COMP
 DJ8634  NAD 83(2011) Z  -  4,518,416.467 (meters)                     COMP
 DJ8634  LAPLACE CORR    -         -1.63  (seconds)                    DEFLEC18
 DJ8634  DYNAMIC HEIGHT  -        307.711 (meters)     1009.55  (feet) COMP
 DJ8634  MODELED GRAVITY -    980,548.1   (mgal)                       NAVD 88
 DJ8634
 DJ8634  VERT ORDER      -  SECOND    CLASS I
 DJ8634
 DJ8634  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DJ8634  Standards:
 DJ8634         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DJ8634            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DJ8634  -------------------------------------------------------------------
 DJ8634  NETWORK    0.48   0.82           0.22   0.16   0.42      0.02866098
 DJ8634  -------------------------------------------------------------------
 DJ8634  Click here for local accuracies and other accuracy information.
 DJ8634
 DJ8634.The horizontal coordinates were established by GPS observations
 DJ8634.and adjusted by the MN DEPT OF TRANSP in June 2025.
 DJ8634
 DJ8634.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DJ8634.been affixed to the stable North American tectonic plate. See 
 DJ8634.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DJ8634
 DJ8634.The horizontal coordinates are valid at the epoch date displayed above
 DJ8634.which is a decimal equivalence of Year/Month/Day.
 DJ8634
 DJ8634.The orthometric height was determined by differential leveling and
 DJ8634.adjusted by the NATIONAL GEODETIC SURVEY
 DJ8634.in July 2008.
 DJ8634
 DJ8634.Significant digits in the geoid height do not necessarily reflect accuracy.
 DJ8634.GEOID18 height accuracy estimate available here.
 DJ8634
 DJ8634.Click photographs - Photos may exist for this station.
 DJ8634
 DJ8634.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DJ8634
 DJ8634.The Laplace correction was computed from DEFLEC18 derived deflections.
 DJ8634
 DJ8634.The ellipsoidal height was determined by GPS observations
 DJ8634.and is referenced to NAD 83.
 DJ8634
 DJ8634.The dynamic height is computed by dividing the NAVD 88
 DJ8634.geopotential number by the normal gravity value computed on the
 DJ8634.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ8634.degrees latitude (g = 980.6199 gals.).
 DJ8634
 DJ8634.The modeled gravity was interpolated from observed gravity values.
 DJ8634
 DJ8634. The following values were computed from the NAD 83(2011) position.
 DJ8634
 DJ8634;                    North         East     Units Scale Factor Converg.
 DJ8634;SPC MN S     -   369,184.280   599,103.520   MT  1.00004363   -1 47 54.6
 DJ8634;SPC MN S     - 1,211,232.09  1,965,558.80   sFT  1.00004363   -1 47 54.6
 DJ8634;UTM  14      - 5,029,619.338   690,524.221   MT  1.00004633   +1 44 00.6
 DJ8634
 DJ8634!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DJ8634!SPC MN S     -   0.99995584  x   1.00004363  =   0.99999947
 DJ8634!UTM  14      -   0.99995584  x   1.00004633  =   1.00000217
 DJ8634
 DJ8634_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPR9052429619(NAD 83)
 DJ8634
 DJ8634                          SUPERSEDED SURVEY CONTROL
 DJ8634
 DJ8634.No superseded survey control is available for this station.
 DJ8634
 DJ8634_MARKER: DD = SURVEY DISK
 DJ8634_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DJ8634_STAMPING: 0609 X 2005
 DJ8634_MARK LOGO: MNDT
 DJ8634_PROJECTION: FLUSH
 DJ8634_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DJ8634_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DJ8634_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DJ8634+SATELLITE: SATELLITE OBSERVATIONS - November 15, 2023
 DJ8634_ROD/PIPE-DEPTH: 10.7 meters
 DJ8634
 DJ8634  HISTORY     - Date     Condition        Report By
 DJ8634  HISTORY     - 20050922 MONUMENTED       MNDT
 DJ8634  HISTORY     - 20210608 GOOD             MNDT
 DJ8634  HISTORY     - 20231115 GOOD             MNDT
 DJ8634
 DJ8634                          STATION DESCRIPTION
 DJ8634
 DJ8634'DESCRIBED BY MN DEPT OF TRANSP 2005
 DJ8634'13.0 MI (20.9 KM) SOUTHEAST OF BEARDSLEY, 16.1 MI (25.9 KM) SOUTHEAST
 DJ8634'ALONG TRUNK HIGHWAY 7 FROM THE JUNCTION OF TRUNK HIGHWAY 7 AND TRUNK
 DJ8634'HIGHWAY 28 IN BEARDSLEY, AT TRUNK HIGHWAY 7 MILE POINT 16.1, 51.6 FT
 DJ8634'(15.7 M) EAST OF 353RD STREET, 30.4 FT (9.3 M) SOUTH OF TRUNK HIGHWAY
 DJ8634'7, 1.0 FT (0.3 M) NORTH OF A WITNESS POST
 DJ8634
 DJ8634                          STATION RECOVERY (2021)
 DJ8634
 DJ8634'RECOVERY NOTE BY MN DEPT OF TRANSP 2021 (TJD)
 DJ8634'RECOVERED IN GOOD CONDITION.
 DJ8634
 DJ8634                          STATION RECOVERY (2023)
 DJ8634
 DJ8634'RECOVERY NOTE BY MN DEPT OF TRANSP 2023 (TJD)
 DJ8634'THE MARK IS LOCATED ABOUT 13.0 MI (20.9 KM) SOUTHEAST OF BEARDSLEY,
 DJ8634'16.1 MI (25.9 KM) SOUTHEAST ALONG TRUNK HIGHWAY 7 FROM THE JUNCTION OF
 DJ8634'TRUNK HIGHWAY 7 AND TRUNK HIGHWAY 28 IN BEARDSLEY, AT TRUNK HIGHWAY 7
 DJ8634'MILE POINT 16.1, 51.6 FT (15.7 M) EAST OF 353RD STREET, 30.4 FT (9.3
 DJ8634'M) SOUTH OF TRUNK HIGHWAY 7, 1.0 FT (0.3 M) NORTH OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DS3670 ***********************************************************************
 DS3670  HT_MOD      -  This is a Height Modernization Survey Station.
 DS3670  DESIGNATION -  0609 Y RESET
 DS3670  PID         -  DS3670
 DS3670  STATE/COUNTY-  MN/BIG STONE
 DS3670  COUNTRY     -  US
 DS3670  USGS QUAD   -  BIG STONE LAKE EAST (2019)
 DS3670
 DS3670                         *CURRENT SURVEY CONTROL
 DS3670  ______________________________________________________________________
 DS3670* NAD 83(2011) POSITION- 45 23 26.13109(N) 096 33 11.09212(W)   ADJUSTED
 DS3670* NAD 83(2011) ELLIP HT-   281.139 (meters)        (06/05/25)   ADJUSTED
 DS3670* NAD 83(2011) EPOCH   -  2010.00
 DS3670* NAVD 88 ORTHO HEIGHT -   307.21  (meters)     1007.9   (feet) GPS OBS
 DS3670  ______________________________________________________________________
 DS3670  GEOID HEIGHT    -        -26.073 (meters)                     GEOID18
 DS3670  NAD 83(2011) X  -   -512,071.606 (meters)                     COMP
 DS3670  NAD 83(2011) Y  - -4,457,673.856 (meters)                     COMP
 DS3670  NAD 83(2011) Z  -  4,518,138.257 (meters)                     COMP
 DS3670  LAPLACE CORR    -         -1.72  (seconds)                    DEFLEC18
 DS3670
 DS3670  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DS3670  Standards:
 DS3670         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DS3670            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DS3670  -------------------------------------------------------------------
 DS3670  NETWORK    0.48   0.82           0.22   0.16   0.42     -0.02804734
 DS3670  -------------------------------------------------------------------
 DS3670  Click here for local accuracies and other accuracy information.
 DS3670
 DS3670.The horizontal coordinates were established by GPS observations
 DS3670.and adjusted by the MN DEPT OF TRANSP in June 2025.
 DS3670
 DS3670.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DS3670.been affixed to the stable North American tectonic plate. See 
 DS3670.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DS3670
 DS3670.The horizontal coordinates are valid at the epoch date displayed above
 DS3670.which is a decimal equivalence of Year/Month/Day.
 DS3670
 DS3670.The orthometric height was determined by GPS observations and a
 DS3670.high-resolution geoid model using precise GPS observation and
 DS3670.processing techniques.
 DS3670
 DS3670.Significant digits in the geoid height do not necessarily reflect accuracy.
 DS3670.GEOID18 height accuracy estimate available here.
 DS3670
 DS3670.Click photographs - Photos may exist for this station.
 DS3670
 DS3670.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DS3670
 DS3670.The Laplace correction was computed from DEFLEC18 derived deflections.
 DS3670
 DS3670.The ellipsoidal height was determined by GPS observations
 DS3670.and is referenced to NAD 83.
 DS3670
 DS3670. The following values were computed from the NAD 83(2011) position.
 DS3670
 DS3670;                    North         East     Units Scale Factor Converg.
 DS3670;SPC MN S     -   368,757.428   600,094.000   MT  1.00004266   -1 47 22.3
 DS3670;SPC MN S     - 1,209,831.66  1,968,808.40   sFT  1.00004266   -1 47 22.3
 DS3670;UTM  14      - 5,029,254.314   691,539.122   MT  1.00005109   +1 44 33.1
 DS3670
 DS3670!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DS3670!SPC MN S     -   0.99995593  x   1.00004266  =   0.99999858
 DS3670!UTM  14      -   0.99995593  x   1.00005109  =   1.00000701
 DS3670
 DS3670_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPR9153929254(NAD 83)
 DS3670
 DS3670                          SUPERSEDED SURVEY CONTROL
 DS3670
 DS3670.No superseded survey control is available for this station.
 DS3670
 DS3670_MARKER: I = METAL ROD
 DS3670_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DS3670_STAMPING: 0609 Y RESET 2023
 DS3670_MARK LOGO: MNDT
 DS3670_PROJECTION: RECESSED 10 CENTIMETERS
 DS3670_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DS3670_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DS3670_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DS3670+SATELLITE: SATELLITE OBSERVATIONS - November 15, 2023
 DS3670_ROD/PIPE-DEPTH: 6.1 meters
 DS3670
 DS3670  HISTORY     - Date     Condition        Report By
 DS3670  HISTORY     - 20231115 MONUMENTED       MNDT
 DS3670
 DS3670                          STATION DESCRIPTION
 DS3670
 DS3670'DESCRIBED BY MN DEPT OF TRANSP 2023
 DS3670'THE MARK IS LOCATED IN BIG STONE COUNTY, MINNESOTA.
 DS3670'
 DS3670'THE MARK IS LOCATED ABOUT 7.5 MI (12.1 KM) NORTHWEST OF ORTONVILLE,
 DS3670'9.5 MI (15.3 KM) NORTHWEST ALONG TRUNK HIGHWAY 7 FROM THE JUNCTION OF
 DS3670'TRUNK HIGHWAY 7 AND TRUNK HIGHWAY 12 IN ORTONVILLE, AT TRUNK HIGHWAY 7
 DS3670'MILE POINT 16.8.
 DS3670'
 DS3670'MARK IS 35.4 FT (10.8 M) SOUTH OF TRUNK HIGHWAY 7, 53.6 FT (16.3 M)
 DS3670'WEST OF A POWER POLE, 51.6 FT (15.7 M) EAST OF DRIVEWAY NUMBER 36231,
 DS3670'0.9 FT (27 CM) NORTH OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DJ8632 ***********************************************************************
 DJ8632  DESIGNATION -  0609 Z
 DJ8632  PID         -  DJ8632
 DJ8632  STATE/COUNTY-  MN/BIG STONE
 DJ8632  COUNTRY     -  US
 DJ8632  USGS QUAD   -  BIG STONE LAKE EAST (2019)
 DJ8632
 DJ8632                         *CURRENT SURVEY CONTROL
 DJ8632  ______________________________________________________________________
 DJ8632* NAD 83(2011) POSITION- 45 23 30.03202(N) 096 32 01.86704(W)   ADJUSTED
 DJ8632* NAD 83(2011) ELLIP HT-   289.271 (meters)        (06/05/25)   ADJUSTED
 DJ8632* NAD 83(2011) EPOCH   -  2010.00
 DJ8632* NAVD 88 ORTHO HEIGHT -   315.351 (meters)     1034.61  (feet) ADJUSTED
 DJ8632  ______________________________________________________________________
 DJ8632  GEOID HEIGHT    -        -26.085 (meters)                     GEOID18
 DJ8632  NAD 83(2011) X  -   -510,566.419 (meters)                     COMP
 DJ8632  NAD 83(2011) Y  - -4,457,765.953 (meters)                     COMP
 DJ8632  NAD 83(2011) Z  -  4,518,228.624 (meters)                     COMP
 DJ8632  LAPLACE CORR    -         -1.69  (seconds)                    DEFLEC18
 DJ8632  DYNAMIC HEIGHT  -        315.332 (meters)     1034.55  (feet) COMP
 DJ8632  MODELED GRAVITY -    980,549.2   (mgal)                       NAVD 88
 DJ8632
 DJ8632  VERT ORDER      -  SECOND    CLASS I
 DJ8632
 DJ8632  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DJ8632  Standards:
 DJ8632         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DJ8632            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DJ8632  -------------------------------------------------------------------
 DJ8632  NETWORK    0.48   0.84           0.22   0.16   0.43     -0.04273994
 DJ8632  -------------------------------------------------------------------
 DJ8632  Click here for local accuracies and other accuracy information.
 DJ8632
 DJ8632.The horizontal coordinates were established by GPS observations
 DJ8632.and adjusted by the MN DEPT OF TRANSP in June 2025.
 DJ8632
 DJ8632.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DJ8632.been affixed to the stable North American tectonic plate. See 
 DJ8632.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DJ8632
 DJ8632.The horizontal coordinates are valid at the epoch date displayed above
 DJ8632.which is a decimal equivalence of Year/Month/Day.
 DJ8632
 DJ8632.The orthometric height was determined by differential leveling and
 DJ8632.adjusted by the NATIONAL GEODETIC SURVEY
 DJ8632.in July 2008.
 DJ8632
 DJ8632.Significant digits in the geoid height do not necessarily reflect accuracy.
 DJ8632.GEOID18 height accuracy estimate available here.
 DJ8632
 DJ8632.Click photographs - Photos may exist for this station.
 DJ8632
 DJ8632.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DJ8632
 DJ8632.The Laplace correction was computed from DEFLEC18 derived deflections.
 DJ8632
 DJ8632.The ellipsoidal height was determined by GPS observations
 DJ8632.and is referenced to NAD 83.
 DJ8632
 DJ8632.The dynamic height is computed by dividing the NAVD 88
 DJ8632.geopotential number by the normal gravity value computed on the
 DJ8632.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ8632.degrees latitude (g = 980.6199 gals.).
 DJ8632
 DJ8632.The modeled gravity was interpolated from observed gravity values.
 DJ8632
 DJ8632. The following values were computed from the NAD 83(2011) position.
 DJ8632
 DJ8632;                    North         East     Units Scale Factor Converg.
 DJ8632;SPC MN S     -   368,830.956   601,602.892   MT  1.00004295   -1 46 33.8
 DJ8632;SPC MN S     - 1,210,072.89  1,973,758.82   sFT  1.00004295   -1 46 33.8
 DJ8632;UTM  14      - 5,029,420.666   693,040.635   MT  1.00005819   +1 45 22.5
 DJ8632
 DJ8632!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DJ8632!SPC MN S     -   0.99995465  x   1.00004295  =   0.99999760
 DJ8632!UTM  14      -   0.99995465  x   1.00005819  =   1.00001284
 DJ8632
 DJ8632_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPR9304029420(NAD 83)
 DJ8632
 DJ8632                          SUPERSEDED SURVEY CONTROL
 DJ8632
 DJ8632.No superseded survey control is available for this station.
 DJ8632
 DJ8632_MARKER: DD = SURVEY DISK
 DJ8632_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DJ8632_STAMPING: 0609 Z 2005
 DJ8632_MARK LOGO: MNDT
 DJ8632_PROJECTION: FLUSH
 DJ8632_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DJ8632_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DJ8632_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DJ8632+SATELLITE: SATELLITE OBSERVATIONS - November 15, 2023
 DJ8632_ROD/PIPE-DEPTH: 6.7 meters
 DJ8632
 DJ8632  HISTORY     - Date     Condition        Report By
 DJ8632  HISTORY     - 20051221 MONUMENTED       MNDT
 DJ8632  HISTORY     - 20101213 GOOD             MNDT
 DJ8632  HISTORY     - 20191119 GOOD             MNDT
 DJ8632  HISTORY     - 20231115 GOOD             MNDT
 DJ8632
 DJ8632                          STATION DESCRIPTION
 DJ8632
 DJ8632'DESCRIBED BY MN DEPT OF TRANSP 2005
 DJ8632'6.5 MI (10.5 KM) NORTHWEST OF ORTONVILLE, 8.5 MI (13.7 KM) NORTHWEST
 DJ8632'ALONG TRUNK HIGHWAY 7 FROM THE JUNCTION OF TRUNK HIGHWAY 7 AND TRUNK
 DJ8632'HIGHWAY 28 IN ORTONVILLE, AT TRUNK HIGHWAY 7 MILE POINT 17.8, 120.9 FT
 DJ8632'(36.9 M) NORTH OF TRUNK HIGHWAY 7, 44.6 FT (13.6 M) EAST OF 780TH
 DJ8632'AVENUE, 4.1 FT (1.2 M) SOUTHWEST OF A FENCE CORNER, 1.1 FT (0.3 M)
 DJ8632'SOUTH OF A WITNESS POST
 DJ8632
 DJ8632                          STATION RECOVERY (2010)
 DJ8632
 DJ8632'RECOVERY NOTE BY MN DEPT OF TRANSP 2010 (RJG)
 DJ8632'6.5 MI (10.5 KM) NORTHWEST OF ORTONVILLE, 8.5 MI (13.7 KM) NORTHWEST
 DJ8632'ALONG TRUNK HIGHWAY 7  FROM THE JUNCTION OF TRUNK HIGHWAY 7 AND TRUNK
 DJ8632'HIGHWAY 28 IN ORTONVILLE, AT TRUNK HIGHWAY 7 MILE POINT 17.8, 120.9 FT
 DJ8632'(36.9 M) NORTH OF TRUNK HIGHWAY 7, 44.6 FT (13.6 M) EAST OF 780TH
 DJ8632'AVENUE, 4.1 FT (1.2 M) SOUTHWEST OF A FENCE CORNER, 1.1 FT (0.3 M)
 DJ8632'SOUTH OF A WITNESS POST.
 DJ8632
 DJ8632                          STATION RECOVERY (2019)
 DJ8632
 DJ8632'RECOVERY NOTE BY MN DEPT OF TRANSP 2019 (KMS)
 DJ8632'RECOVERED IN GOOD CONDITION.
 DJ8632
 DJ8632                          STATION RECOVERY (2023)
 DJ8632
 DJ8632'RECOVERY NOTE BY MN DEPT OF TRANSP 2023 (TJD)
 DJ8632'THE MARK IS LOCATED ABOUT 6.5 MI (10.5 KM) NORTHWEST OF ORTONVILLE,
 DJ8632'8.5 MI (13.7 KM) NORTHWEST ALONG TRUNK HIGHWAY 7 FROM THE JUNCTION OF
 DJ8632'TRUNK HIGHWAY 7 AND TRUNK HIGHWAY 28 IN ORTONVILLE, AT TRUNK HIGHWAY 7
 DJ8632'MILE POINT 17.8, 120.9 FT (36.9 M) NORTH OF TRUNK HIGHWAY 7, 44.6 FT
 DJ8632'(13.6 M) EAST OF 780TH AVENUE, 4.1 FT (1.2 M) SOUTHWEST OF A FENCE
 DJ8632'CORNER, 1.1 FT (0.3 M) SOUTH OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DO6966 ***********************************************************************
 DO6966  DESIGNATION -  061
 DO6966  PID         -  DO6966
 DO6966  STATE/COUNTY-  MN/TRAVERSE
 DO6966  COUNTRY     -  US
 DO6966  USGS QUAD   -  WHEATON SE (2019)
 DO6966
 DO6966                         *CURRENT SURVEY CONTROL
 DO6966  ______________________________________________________________________
 DO6966* NAD 83(1986) POSITION- 45 49 02.27   (N) 096 21 29.66   (W)   HD_HELD1
 DO6966* NAVD 88 ORTHO HEIGHT -   308.889 (meters)     1013.41  (feet) ADJUSTED
 DO6966  ______________________________________________________________________
 DO6966  GEOID HEIGHT    -        -26.417 (meters)                     GEOID18
 DO6966  DYNAMIC HEIGHT  -        308.883 (meters)     1013.39  (feet) COMP
 DO6966  MODELED GRAVITY -    980,586.1   (mgal)                       NAVD 88
 DO6966
 DO6966  VERT ORDER      -  SECOND    CLASS I
 DO6966
 DO6966.The horizontal coordinates were determined by differentially corrected
 DO6966.hand held GPS observations or other comparable positioning techniques
 DO6966.and have an estimated accuracy of +/- 3 meters.
 DO6966
 DO6966.The orthometric height was determined by differential leveling and
 DO6966.adjusted by the NATIONAL GEODETIC SURVEY
 DO6966.in March 2020.
 DO6966
 DO6966.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO6966.GEOID18 height accuracy estimate available here.
 DO6966
 DO6966.Click photographs - Photos may exist for this station.
 DO6966
 DO6966.The dynamic height is computed by dividing the NAVD 88
 DO6966.geopotential number by the normal gravity value computed on the
 DO6966.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO6966.degrees latitude (g = 980.6199 gals.).
 DO6966
 DO6966.The modeled gravity was interpolated from observed gravity values.
 DO6966
 DO6966;                    North         East    Units  Estimated Accuracy
 DO6966;SPC MN C     -   193,020.1     636,177.7     MT  (+/- 3 meters HH1 GPS) 
 DO6966
 DO6966_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQR0522777142(NAD 83)
 DO6966
 DO6966                          SUPERSEDED SURVEY CONTROL
 DO6966
 DO6966  NAVD 88 (06/17/14)  308.909  (m)         1013.48   (f) SUPERSEDED  2 1
 DO6966
 DO6966.Superseded values are not recommended for survey control.
 DO6966
 DO6966.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DO6966.See file dsdata.pdf to determine how the superseded data were derived.
 DO6966
 DO6966_MARKER: DB = BENCH MARK DISK
 DO6966_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DO6966_STAMPING: 061
 DO6966_MARK LOGO: BOISDE
 DO6966_PROJECTION: PROJECTING 3 CENTIMETERS
 DO6966_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DO6966_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DO6966_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DO6966+SATELLITE: SATELLITE OBSERVATIONS - September 01, 2010
 DO6966
 DO6966  HISTORY     - Date     Condition        Report By
 DO6966  HISTORY     - 20100401 MONUMENTED       BOISDE
 DO6966  HISTORY     - 20100901 GOOD             MNDT
 DO6966
 DO6966                          STATION DESCRIPTION
 DO6966
 DO6966'DESCRIBED BY MN DEPT OF TRANSP 2010 (KMS)
 DO6966'THE BENCH MARK IS LOCATED ABOUT 10.1 MI (16.3 KM) SOUTH-SOUTHWEST OF
 DO6966'CHARLESVILLE, 7.7 MI (12.4 KM) NORTH-NORTHEAST OF DUMONT AND 6.0 MI
 DO6966'(9.7 KM) EAST OF WHEATON.
 DO6966'
 DO6966'6.0 MILES EAST OF WHEATON, 6.4 MI (10.3 KM) EAST ALONG TRUNK HIGHWAY
 DO6966'27 FROM SOUTH JUNCTION OF TRUNK HIGHWAY 27 AND TRUNK HIGHWAY 75 IN
 DO6966'WHEATON TO TRUNK HIGHWAY 27 MILE POINT 30.5, THEN 1.0 MI (1.6 KM)
 DO6966'NORTH ON MINIMUM MAINTENANCE ROAD.
 DO6966'
 DO6966'THE BENCH MARK IS FOUND 35.5 FT (10.8 M) WEST OF MINIMUM MAINTENANCE
 DO6966'ROAD, 41 FT (12.5 M) NORTH OF COUNTY ROAD 78 AND 1.4 FT (0.4 M) SOUTH
 DO6966'OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DO6872 ***********************************************************************
 DO6872  DESIGNATION -  062
 DO6872  PID         -  DO6872
 DO6872  STATE/COUNTY-  MN/TRAVERSE
 DO6872  COUNTRY     -  US
 DO6872  USGS QUAD   -  DUMONT (2019)
 DO6872
 DO6872                         *CURRENT SURVEY CONTROL
 DO6872  ______________________________________________________________________
 DO6872* NAD 83(1986) POSITION- 45 44 41.66   (N) 096 28 09.04   (W)   HD_HELD1
 DO6872* NAVD 88 ORTHO HEIGHT -   313.349 (meters)     1028.05  (feet) ADJUSTED
 DO6872  ______________________________________________________________________
 DO6872  GEOID HEIGHT    -        -26.307 (meters)                     GEOID18
 DO6872  DYNAMIC HEIGHT  -        313.341 (meters)     1028.02  (feet) COMP
 DO6872  MODELED GRAVITY -    980,580.7   (mgal)                       NAVD 88
 DO6872
 DO6872  VERT ORDER      -  SECOND    CLASS I
 DO6872
 DO6872.The horizontal coordinates were determined by differentially corrected
 DO6872.hand held GPS observations or other comparable positioning techniques
 DO6872.and have an estimated accuracy of +/- 3 meters.
 DO6872
 DO6872.The orthometric height was determined by differential leveling and
 DO6872.adjusted by the NATIONAL GEODETIC SURVEY
 DO6872.in March 2020.
 DO6872
 DO6872.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO6872.GEOID18 height accuracy estimate available here.
 DO6872
 DO6872.Click photographs - Photos may exist for this station.
 DO6872
 DO6872.The dynamic height is computed by dividing the NAVD 88
 DO6872.geopotential number by the normal gravity value computed on the
 DO6872.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO6872.degrees latitude (g = 980.6199 gals.).
 DO6872
 DO6872.The modeled gravity was interpolated from observed gravity values.
 DO6872
 DO6872;                    North         East    Units  Estimated Accuracy
 DO6872;SPC MN C     -   185,212.9     627,333.9     MT  (+/- 3 meters HH1 GPS) 
 DO6872
 DO6872_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPR9686468820(NAD 83)
 DO6872
 DO6872                          SUPERSEDED SURVEY CONTROL
 DO6872
 DO6872  NAVD 88 (06/17/14)  313.366  (m)         1028.10   (f) SUPERSEDED  2 1
 DO6872
 DO6872.Superseded values are not recommended for survey control.
 DO6872
 DO6872.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DO6872.See file dsdata.pdf to determine how the superseded data were derived.
 DO6872
 DO6872_MARKER: DB = BENCH MARK DISK
 DO6872_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DO6872_STAMPING: 062
 DO6872_MARK LOGO: BOISDE
 DO6872_PROJECTION: PROJECTING 5 CENTIMETERS
 DO6872_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DO6872_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DO6872_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DO6872+SATELLITE: SATELLITE OBSERVATIONS - June 16, 2021
 DO6872
 DO6872  HISTORY     - Date     Condition        Report By
 DO6872  HISTORY     - UNK      MONUMENTED       BOISDE
 DO6872  HISTORY     - 20120821 GOOD             MNDT
 DO6872  HISTORY     - 20210616 GOOD             MNDT
 DO6872
 DO6872                          STATION DESCRIPTION
 DO6872
 DO6872'DESCRIBED BY MN DEPT OF TRANSP 2012 (KMS)
 DO6872'THE BENCH MARK IS LOCATED ABOUT 12.3 MI (19.8 KM) NORTH OF GRACEVILLE,
 DO6872'4.4 MI (7.1 KM) SOUTH-SOUTHEAST OF WHEATON AND 2.9 MI (4.7 KM)
 DO6872'NORTHWEST OF DUMONT.
 DO6872'
 DO6872'3.0 MI NORTHWEST OF DUMONT, 2.25 MI (3.6 KM) NORTHWEST ALONG TRUNK
 DO6872'HIGHWAY 75 FROM THE JUNCTION OF TRUNK HIGHWAY 75 AND COUNTY ROAD 6 IN
 DO6872'DUMONT, AT TRUNK HIGHWAY 75 MILE POINT 167.1, THEN 1.05 MI (1.7 KM)
 DO6872'WEST ON COUNTY ROAD 70.
 DO6872'
 DO6872'THE BENCH MARK IS FOUND 40.6 FT (12.4 M) NORTH OF COUNTY ROAD 70, 38.5
 DO6872'FT (11.7 M) WEST OF GRAVEL ROAD, 7.6 FT (2.3 M) NORTHWEST OF CABLE
 DO6872'PEDESTAL NUMBER 3 AND 1.0 FT (0.3 M) WEST OF A WITNESS POST.
 DO6872
 DO6872                          STATION RECOVERY (2021)
 DO6872
 DO6872'RECOVERY NOTE BY MN DEPT OF TRANSP 2021 (TJD)
 DO6872'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DP7062 ***********************************************************************
 DP7062  DESIGNATION -  063
 DP7062  PID         -  DP7062
 DP7062  STATE/COUNTY-  MN/WILKIN
 DP7062  COUNTRY     -  US
 DP7062  USGS QUAD   -  CAMPBELL NE (2019)
 DP7062
 DP7062                         *CURRENT SURVEY CONTROL
 DP7062  ______________________________________________________________________
 DP7062* NAD 83(2011) POSITION- 46 10 51.09881(N) 096 19 42.16968(W)   ADJUSTED
 DP7062* NAD 83(2011) ELLIP HT-   278.055 (meters)        (04/23/15)   ADJUSTED
 DP7062* NAD 83(2011) EPOCH   -  2010.00
 DP7062* NAVD 88 ORTHO HEIGHT -   304.8   (meters)     1000.    (feet) GPS OBS
 DP7062  ______________________________________________________________________
 DP7062  NAVD 88 orthometric height was determined with geoid model    GEOID12A
 DP7062  GEOID HEIGHT    -        -26.767 (meters)                     GEOID12A
 DP7062  GEOID HEIGHT    -        -26.784 (meters)                     GEOID18
 DP7062  NAD 83(2011) X  -   -487,645.908 (meters)                     COMP
 DP7062  NAD 83(2011) Y  - -4,397,071.635 (meters)                     COMP
 DP7062  NAD 83(2011) Z  -  4,579,390.198 (meters)                     COMP
 DP7062  LAPLACE CORR    -          0.92  (seconds)                    DEFLEC18
 DP7062
 DP7062  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DP7062  Standards:
 DP7062         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DP7062            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DP7062  -------------------------------------------------------------------
 DP7062  NETWORK    0.74   0.88           0.34   0.24   0.45      0.31693292
 DP7062  -------------------------------------------------------------------
 DP7062  Click here for local accuracies and other accuracy information.
 DP7062
 DP7062.The horizontal coordinates were established by GPS observations
 DP7062.and adjusted by the MN DEPT OF TRANSP in April 2015.
 DP7062
 DP7062.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DP7062.been affixed to the stable North American tectonic plate. See 
 DP7062.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DP7062
 DP7062.The horizontal coordinates are valid at the epoch date displayed above
 DP7062.which is a decimal equivalence of Year/Month/Day.
 DP7062
 DP7062.The orthometric height was determined by GPS observations and a
 DP7062.high-resolution geoid model.
 DP7062
 DP7062.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP7062.GEOID18 height accuracy estimate available here.
 DP7062
 DP7062.Click photographs - Photos may exist for this station.
 DP7062
 DP7062.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DP7062
 DP7062.The Laplace correction was computed from DEFLEC18 derived deflections.
 DP7062
 DP7062.The ellipsoidal height was determined by GPS observations
 DP7062.and is referenced to NAD 83.
 DP7062
 DP7062. The following values were computed from the NAD 83(2011) position.
 DP7062
 DP7062;                    North         East     Units Scale Factor Converg.
 DP7062;SPC MN C     -   233,353.001   639,557.509   MT  0.99992562   -1 30 12.5
 DP7062;SPC MN C     -   765,592.30  2,098,281.59   sFT  0.99992562   -1 30 12.5
 DP7062;UTM  14      - 5,117,612.463   706,191.639   MT  1.00012266   +1 55 42.0
 DP7062
 DP7062!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DP7062!SPC MN C     -   0.99995641  x   0.99992562  =   0.99988204
 DP7062!UTM  14      -   0.99995641  x   1.00012266  =   1.00007907
 DP7062
 DP7062_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQS0619117612(NAD 83)
 DP7062
 DP7062                          SUPERSEDED SURVEY CONTROL
 DP7062
 DP7062.No superseded survey control is available for this station.
 DP7062
 DP7062_MARKER: DB = BENCH MARK DISK
 DP7062_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 DP7062+WITH SETTING: INFORMATION.
 DP7062_STAMPING: 063
 DP7062_MARK LOGO: BOISDE
 DP7062_PROJECTION: PROJECTING 0 CENTIMETERS
 DP7062_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DP7062_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DP7062_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP7062+SATELLITE: SATELLITE OBSERVATIONS - July 16, 2013
 DP7062
 DP7062  HISTORY     - Date     Condition        Report By
 DP7062  HISTORY     - 20071204 MONUMENTED       BOISDE
 DP7062  HISTORY     - 20130716 GOOD             MNDT
 DP7062  HISTORY     - 20210628 MARK NOT FOUND   MNDT
 DP7062
 DP7062                          STATION DESCRIPTION
 DP7062
 DP7062'DESCRIBED BY MN DEPT OF TRANSP 2013 (TXR)
 DP7062'7.4 MILES EAST OF DORAN, 1.03 MILES SOUTHEAST ALONG TRUNK HIGHWAY 9
 DP7062'FROM THE JUNCTION OF TRUNK HIGHWAY 9 AND TRUNK HIGHWAY 75 IN DORAN,
 DP7062'THEN 7.22 MILES EAST ALONG COUNTY ROAD 8, 206 FEET WEST OF 310TH
 DP7062'AVENUE, 53.0 FEET SOUTH OF COUNTY ROAD 8 (410TH STREET), 1.0 FOOT
 DP7062'NORTH OF WITNESS POST.  ROD DEPTH UNKNOWN.
 DP7062
 DP7062                          STATION RECOVERY (2021)
 DP7062
 DP7062'RECOVERY NOTE BY MN DEPT OF TRANSP 2021 (DAS)
 DP7062'AFTER A THOROUGH FIELD SEARCH MARK WAS NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DP7063 ***********************************************************************
 DP7063  DESIGNATION -  065
 DP7063  PID         -  DP7063
 DP7063  STATE/COUNTY-  MN/WILKIN
 DP7063  COUNTRY     -  US
 DP7063  USGS QUAD   -  CAMPBELL NE (2019)
 DP7063
 DP7063                         *CURRENT SURVEY CONTROL
 DP7063  ______________________________________________________________________
 DP7063* NAD 83(2011) POSITION- 46 09 06.34389(N) 096 22 09.20145(W)   ADJUSTED
 DP7063* NAD 83(2011) ELLIP HT-   274.937 (meters)        (04/23/15)   ADJUSTED
 DP7063* NAD 83(2011) EPOCH   -  2010.00
 DP7063* NAVD 88 ORTHO HEIGHT -   301.7   (meters)      990.    (feet) GPS OBS
 DP7063  ______________________________________________________________________
 DP7063  NAVD 88 orthometric height was determined with geoid model    GEOID12A
 DP7063  GEOID HEIGHT    -        -26.715 (meters)                     GEOID12A
 DP7063  GEOID HEIGHT    -        -26.731 (meters)                     GEOID18
 DP7063  NAD 83(2011) X  -   -491,038.752 (meters)                     COMP
 DP7063  NAD 83(2011) Y  - -4,399,039.636 (meters)                     COMP
 DP7063  NAD 83(2011) Z  -  4,577,147.783 (meters)                     COMP
 DP7063  LAPLACE CORR    -          1.21  (seconds)                    DEFLEC18
 DP7063
 DP7063  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DP7063  Standards:
 DP7063         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DP7063            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DP7063  -------------------------------------------------------------------
 DP7063  NETWORK    0.87   1.06           0.39   0.30   0.54      0.25771894
 DP7063  -------------------------------------------------------------------
 DP7063  Click here for local accuracies and other accuracy information.
 DP7063
 DP7063.The horizontal coordinates were established by GPS observations
 DP7063.and adjusted by the MN DEPT OF TRANSP in April 2015.
 DP7063
 DP7063.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DP7063.been affixed to the stable North American tectonic plate. See 
 DP7063.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DP7063
 DP7063.The horizontal coordinates are valid at the epoch date displayed above
 DP7063.which is a decimal equivalence of Year/Month/Day.
 DP7063
 DP7063.The orthometric height was determined by GPS observations and a
 DP7063.high-resolution geoid model.
 DP7063
 DP7063.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP7063.GEOID18 height accuracy estimate available here.
 DP7063
 DP7063.Click photographs - Photos may exist for this station.
 DP7063
 DP7063.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DP7063
 DP7063.The Laplace correction was computed from DEFLEC18 derived deflections.
 DP7063
 DP7063.The ellipsoidal height was determined by GPS observations
 DP7063.and is referenced to NAD 83.
 DP7063
 DP7063. The following values were computed from the NAD 83(2011) position.
 DP7063
 DP7063;                    North         East     Units Scale Factor Converg.
 DP7063;SPC MN C     -   230,203.501   636,318.882   MT  0.99992711   -1 31 58.9
 DP7063;SPC MN C     -   755,259.32  2,087,656.20   sFT  0.99992711   -1 31 58.9
 DP7063;UTM  14      - 5,114,274.140   703,146.749   MT  1.00010734   +1 53 52.5
 DP7063
 DP7063!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DP7063!SPC MN C     -   0.99995690  x   0.99992711  =   0.99988401
 DP7063!UTM  14      -   0.99995690  x   1.00010734  =   1.00006424
 DP7063
 DP7063_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQS0314614274(NAD 83)
 DP7063
 DP7063                          SUPERSEDED SURVEY CONTROL
 DP7063
 DP7063.No superseded survey control is available for this station.
 DP7063
 DP7063_MARKER: DB = BENCH MARK DISK
 DP7063_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 DP7063+WITH SETTING: INFORMATION.
 DP7063_STAMPING: 065
 DP7063_MARK LOGO: BOISDE
 DP7063_PROJECTION: FLUSH
 DP7063_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DP7063_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DP7063_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP7063+SATELLITE: SATELLITE OBSERVATIONS - July 16, 2013
 DP7063
 DP7063  HISTORY     - Date     Condition        Report By
 DP7063  HISTORY     - 20071128 MONUMENTED       BOISDE
 DP7063  HISTORY     - 20130716 GOOD             MNDT
 DP7063  HISTORY     - 20210628 MARK NOT FOUND   MNDT
 DP7063
 DP7063                          STATION DESCRIPTION
 DP7063
 DP7063'DESCRIBED BY MN DEPT OF TRANSP 2013 (BEN)
 DP7063'1.83 MILES NORTHEAST AND EAST ALONG COUNTY ROAD 4 FROM JUNCTION OF
 DP7063'COUNTY ROAD 4 AND TRUNK HIGHWAY 9 IN CAMPBELL, THEN 3.05 MILES NORTH
 DP7063'ALONG COUNTY ROAD 169, IN SOUTHWEST QUADRANT, 70.0 FEET SOUTH
 DP7063'EAST/WEST MINIMUM MAINTENANCE ROAD (430TH STREET), 40.0 FEET WEST OF
 DP7063'COUNTY ROAD 169, 1.0 FOOT EAST OF WITNESS POST.  ROD DEPTH UNKNOWN.
 DP7063
 DP7063                          STATION RECOVERY (2021)
 DP7063
 DP7063'RECOVERY NOTE BY MN DEPT OF TRANSP 2021 (DAS)
 DP7063'AFTER A THOROUGH FIELD SEARCH MARK WAS NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 PQ0593 ***********************************************************************
 PQ0593  DESIGNATION -  07 P 3 A
 PQ0593  PID         -  PQ0593
 PQ0593  STATE/COUNTY-  MN/BLUE EARTH
 PQ0593  COUNTRY     -  US
 PQ0593  USGS QUAD   -  MANKATO WEST (2019)
 PQ0593
 PQ0593                         *CURRENT SURVEY CONTROL
 PQ0593  ______________________________________________________________________
 PQ0593* NAD 83(1986) POSITION- 44 09 29.69   (N) 094 02 00.63   (W)   HD_HELD1
 PQ0593* NAVD 88 ORTHO HEIGHT -   243.392 (meters)      798.53  (feet) ADJUSTED
 PQ0593  ______________________________________________________________________
 PQ0593  GEOID HEIGHT    -        -28.277 (meters)                     GEOID18
 PQ0593  DYNAMIC HEIGHT  -        243.357 (meters)      798.41  (feet) COMP
 PQ0593  MODELED GRAVITY -    980,465.8   (mgal)                       NAVD 88
 PQ0593
 PQ0593  VERT ORDER      -  SECOND    CLASS I
 PQ0593
 PQ0593.The horizontal coordinates were determined by differentially corrected
 PQ0593.hand held GPS observations or other comparable positioning techniques
 PQ0593.and have an estimated accuracy of +/- 3 meters.
 PQ0593
 PQ0593.The orthometric height was determined by differential leveling and
 PQ0593.adjusted by the NATIONAL GEODETIC SURVEY
 PQ0593.in June 1991.
 PQ0593
 PQ0593.Significant digits in the geoid height do not necessarily reflect accuracy.
 PQ0593.GEOID18 height accuracy estimate available here.
 PQ0593
 PQ0593.Click photographs - Photos may exist for this station.
 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     -   228,695.1     797,319.7     MT  (+/- 3 meters HH1 GPS) 
 PQ0593
 PQ0593_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVJ1735989968(NAD 83)
 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
 PQ0593.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PQ0593.See file dsdata.pdf to determine how the superseded data were derived.
 PQ0593
 PQ0593_MARKER: DV = VERTICAL CONTROL DISK
 PQ0593_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 PQ0593_SP_SET: STRUCTURE
 PQ0593_STAMPING: 07 P 3 A 1978
 PQ0593_MARK LOGO: MNHD
 PQ0593_MAGNETIC: N = NO MAGNETIC MATERIAL
 PQ0593_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PQ0593+STABILITY: SURFACE MOTION
 PQ0593_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PQ0593+SATELLITE: SATELLITE OBSERVATIONS - August 23, 2022
 PQ0593
 PQ0593  HISTORY     - Date     Condition        Report By
 PQ0593  HISTORY     - 1978     MONUMENTED       MNHD
 PQ0593  HISTORY     - 20220823 GOOD             MNDT
 PQ0593
 PQ0593                          STATION DESCRIPTION
 PQ0593
 PQ0593'DESCRIBED BY MN HIGHWAY DEPT 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.
 PQ0593
 PQ0593                          STATION RECOVERY (2022)
 PQ0593
 PQ0593'RECOVERY NOTE BY MN DEPT OF TRANSP 2022 (KMS)
 PQ0593'IN THE WEST EDGE OF MANKATO, 0.15 MI (0.24 KM) SOUTHWEST ALONG SOUTH
 PQ0593'RIVER FRONT DRIVE FROM THE JUNCTION OF SOUTH RIVER FRONT DRIVE AND
 PQ0593'TRUNK HIGHWAY 169 AND TRUNK HIGHWAY 60 IN MANKATO, THEN 0.20 MI (0.32
 PQ0593'KM) NORTH ON OWATONNA STREET, THEN 0.40 MI (0.64 KM) WEST ON MOUND
 PQ0593'STREET, THEN 0.20 MI (0.32 KM) SOUTH AND WEST ON SIBLY PARKWAY, THEN
 PQ0593'0.15 MI (0.24 KM) SOUTHEAST ON DIKE TO THE SURVEY MARK, ON THE EAST
 PQ0593'BANK OF THE BLUE EARTH RIVER, 0.5 MI (0.8 KM) UPSTREAM FROM THE
 PQ0593'JUNCTION WITH THE MINNESOTA RIVER, IN THE SOUTHEAST CORNER OF A
 PQ0593'CONCRETE STRUCTURE ON THE TOP OF A DIKE, 0.2 MI (0.3 KM) NORTH OF A
 PQ0593'TRUNK HIGHWAY 169 BRIDGE OVER THE RIVER, AT THE SOUTHWEST CORNER OF
 PQ0593'SIBLEY PARK, 172.6 FT (52.6 M) NORTH OF THE NORTH RAIL OF A RAILROAD,
 PQ0593'90.0 FT (27.4 M) WEST OF THE SOUTHWEST CORNER OF A PUMPING STATION
 PQ0593'BUILDING.  THE MARK IS IN THE SOUTHEAST CORNER OF A 10.0 FT (3.0 M) BY
 PQ0593'15.0 FT (4.6 M) CONCRETE STRUCTURE ON TOP OF THE DIKE.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 PQ0598 ***********************************************************************
 PQ0598  DESIGNATION -  0702 A 1
 PQ0598  PID         -  PQ0598
 PQ0598  STATE/COUNTY-  MN/BLUE EARTH
 PQ0598  COUNTRY     -  US
 PQ0598  USGS QUAD   -  MANKATO WEST (2019)
 PQ0598
 PQ0598                         *CURRENT SURVEY CONTROL
 PQ0598  ______________________________________________________________________
 PQ0598* NAD 83(1986) POSITION- 44 11 29.25   (N) 094 00 58.01   (W)   HD_HELD1
 PQ0598* NAVD 88 ORTHO HEIGHT -   242.635 (meters)      796.05  (feet) ADJUSTED
 PQ0598  ______________________________________________________________________
 PQ0598  GEOID HEIGHT    -        -28.292 (meters)                     GEOID18
 PQ0598  DYNAMIC HEIGHT  -        242.600 (meters)      795.93  (feet) COMP
 PQ0598  MODELED GRAVITY -    980,468.9   (mgal)                       NAVD 88
 PQ0598
 PQ0598  VERT ORDER      -  SECOND    CLASS I
 PQ0598
 PQ0598.The horizontal coordinates were determined by differentially corrected
 PQ0598.hand held GPS observations or other comparable positioning techniques
 PQ0598.and have an estimated accuracy of +/- 3 meters.
 PQ0598
 PQ0598.The orthometric height was determined by differential leveling and
 PQ0598.adjusted by the NATIONAL GEODETIC SURVEY
 PQ0598.in May 2019.
 PQ0598
 PQ0598.Significant digits in the geoid height do not necessarily reflect accuracy.
 PQ0598.GEOID18 height accuracy estimate available here.
 PQ0598
 PQ0598.Click photographs - Photos may exist for this station.
 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     -   232,384.8     798,711.8     MT  (+/- 3 meters HH1 GPS) 
 PQ0598
 PQ0598_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVJ1879693640(NAD 83)
 PQ0598
 PQ0598                          SUPERSEDED SURVEY CONTROL
 PQ0598
 PQ0598  NAVD 88 (07/09/14)  242.637  (m)          796.05   (f) SUPERSEDED  2 1
 PQ0598  NAVD 88 (06/15/95)  242.653  (m)          796.10   (f) SUPERSEDED  2 1
 PQ0598  NAVD 88 (06/15/91)  242.662  (m)          796.13   (f) SUPERSEDED  2 1
 PQ0598  NGVD 29 (??/??/92)  242.628  (m)          796.02   (f) ADJ UNCH    2 1
 PQ0598
 PQ0598.Superseded values are not recommended for survey control.
 PQ0598
 PQ0598.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PQ0598.See file dsdata.pdf to determine how the superseded data were derived.
 PQ0598
 PQ0598_MARKER: DB = BENCH MARK DISK
 PQ0598_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 PQ0598_SP_SET: BRIDGE ABUTMENT
 PQ0598_STAMPING: 0702 A 1 1977
 PQ0598_MARK LOGO: MNHD
 PQ0598_MAGNETIC: N = NO MAGNETIC MATERIAL
 PQ0598_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PQ0598_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 PQ0598+SATELLITE: SATELLITE OBSERVATIONS - August 16, 2022
 PQ0598
 PQ0598  HISTORY     - Date     Condition        Report By
 PQ0598  HISTORY     - 19770401 MONUMENTED       MNHD
 PQ0598  HISTORY     - 1978     GOOD             MNDT
 PQ0598  HISTORY     - 19870520 GOOD             MNDT
 PQ0598  HISTORY     - 20101013 GOOD             WOOLPT
 PQ0598  HISTORY     - 20130826 GOOD             MNDT
 PQ0598  HISTORY     - 20140625 GOOD             MNDT
 PQ0598  HISTORY     - 20220816 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.
 PQ0598
 PQ0598                          STATION RECOVERY (2010)
 PQ0598
 PQ0598'RECOVERY NOTE BY WOOLPERT CONSULTANTS 2010 (MGR)
 PQ0598'THE MARK IS A LOCAL PROJECT CONTROL POINT (LPCP) FOR EAST GRAND FORKS
 PQ0598'LEVEE PROJECT AND THE LOCAL REFERENCE POINT FOR RIVER GAUGE 05325000.
 PQ0598'
 PQ0598'THE MARK IS 48.18 FEET ABOVE ZERO GAGE REFERENCE POINT AT MINNESOTA
 PQ0598'RIVER AT MANKATO, MN.
 PQ0598'
 PQ0598'THE MARK IS 0.07 FEET ABOVE NGVD88 AT MINNESOTA RIVER AT MANKATO, MN.
 PQ0598'
 PQ0598'THE MARK IS 4.85 FEET ABOVE BM 5212A, BRONZE TABLET ON TOP OF CONCRETE
 PQ0598'RAILING ON SOUTH WEST CORNER OF HIGHWAY BRIDGE OVER U.S. HIGHWAY 169
 PQ0598'NEXT TO MEMORIAL STREET BRIDGE.
 PQ0598'
 PQ0598'THE MARK IS 8.54 FEET ABOVE RP 7, (DONWSTREAM OF MEMORIAL STREET
 PQ0598'BRIDGE) CHISLED SQUARE ON FLOODWALL NEXT TO MULBERRY PUMPING STATION.
 PQ0598'
 PQ0598'RP 8 (DONWSTREAM OF MEMORIAL STREET BRIDGE) POINT ON CONCRETE
 PQ0598'HEADWALL, RIVER-SIDE MOST UPSTREAM POINT NEAR ORIFICE FOR THE
 PQ0598'MANOMETER. NOT FOUND
 PQ0598'
 PQ0598'RM 14 - (AT U.S. HIGHWAY 169 BRIDGE) QUARTER INCH BOLT SLUGGED INTO
 PQ0598'LANDWARD SIDE OF DOWNSTREAM END OF LEFT BRIDGE PIER. NOT FOUND
 PQ0598
 PQ0598                          STATION RECOVERY (2013)
 PQ0598
 PQ0598'RECOVERY NOTE BY MN DEPT OF TRANSP 2013 (JBG)
 PQ0598'THE STATION IS LOCATED 1.3 MI (2.1 KM) NORTH OF MANKATO.
 PQ0598'
 PQ0598'TO REACH THE MARK GO 0.3 MI (0.5 KM) WEST ALONG TRUNK HIGHWAY 14 FROM
 PQ0598'THE MINNESOTA RIVER BRIDGE, AT TRUNK HIGHWAY 14 MILE POINT 130.4 IN
 PQ0598'SOUTHEAST ABUTMENT OF EASTBOUND TRUNK HIGHWAY 14 BRIDGE NUMBER 07023
 PQ0598'OVER TRUNK HIGHWAY 169.
 PQ0598'
 PQ0598'THE MARK IS LOCATED 34.5 FT (10.5 M) SOUTH OF EASTBOUND TRUNK HIGHWAY
 PQ0598'14.
 PQ0598
 PQ0598                          STATION RECOVERY (2014)
 PQ0598
 PQ0598'RECOVERY NOTE BY MN DEPT OF TRANSP 2014 (MR)
 PQ0598'RECOVERED AS DESCRIBED.
 PQ0598
 PQ0598                          STATION RECOVERY (2022)
 PQ0598
 PQ0598'RECOVERY NOTE BY MN DEPT OF TRANSP 2022 (KMS)
 PQ0598'1.3 MI (2.1 KM) NORTH OF MANKATO, AT THE JUNCTION OF TRUNK HIGHWAY 14
 PQ0598'AND TRUNK HIGHWAY 169 AND TRUNK HIGHWAY 60 IN MANKATO, AT TRUNK
 PQ0598'HIGHWAY 14 MILE POINT 150.4, IN THE SOUTHEAST ABUTMENT OF EASTBOUND
 PQ0598'TRUNK HIGHWAY 14 BRIDGE NUMBER 07023 OVER TRUNK HIGHWAY 169, 34.5 FT
 PQ0598'(10.5 M) SOUTH OF EASTBOUND TRUNK HIGHWAY 14.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 PP3520 ***********************************************************************
 PP3520  DESIGNATION -  0702 AA
 PP3520  PID         -  PP3520
 PP3520  STATE/COUNTY-  MN/WASECA
 PP3520  COUNTRY     -  US
 PP3520  USGS QUAD   -  MADISON LAKE (2019)
 PP3520
 PP3520                         *CURRENT SURVEY CONTROL
 PP3520  ______________________________________________________________________
 PP3520* NAD 83(1986) POSITION- 44 08 16.40   (N) 093 46 04.49   (W)   HD_HELD1
 PP3520* NAVD 88 ORTHO HEIGHT -   323.718 (meters)     1062.06  (feet) ADJUSTED
 PP3520  ______________________________________________________________________
 PP3520  GEOID HEIGHT    -        -28.793 (meters)                     GEOID18
 PP3520  DYNAMIC HEIGHT  -        323.655 (meters)     1061.86  (feet) COMP
 PP3520  MODELED GRAVITY -    980,414.9   (mgal)                       NAVD 88
 PP3520
 PP3520  VERT ORDER      -  SECOND    CLASS I
 PP3520
 PP3520.The horizontal coordinates were determined by differentially corrected
 PP3520.hand held GPS observations or other comparable positioning techniques
 PP3520.and have an estimated accuracy of +/- 3 meters.
 PP3520
 PP3520.The orthometric height was determined by differential leveling and
 PP3520.adjusted by the NATIONAL GEODETIC SURVEY
 PP3520.in June 1995.
 PP3520
 PP3520.Significant digits in the geoid height do not necessarily reflect accuracy.
 PP3520.GEOID18 height accuracy estimate available here.
 PP3520
 PP3520.Click photographs - Photos may exist for this station.
 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     -   226,459.0     818,570.5     MT  (+/- 3 meters HH1 GPS) 
 PP3520
 PP3520_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVJ3857587474(NAD 83)
 PP3520
 PP3520                          SUPERSEDED SURVEY CONTROL
 PP3520
 PP3520.No superseded survey control is available for this station.
 PP3520
 PP3520_MARKER: DV = VERTICAL CONTROL DISK
 PP3520_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 PP3520_STAMPING: 0702 AA 1988
 PP3520_MARK LOGO: MNDT
 PP3520_PROJECTION: FLUSH
 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 - August 03, 2022
 PP3520
 PP3520  HISTORY     - Date     Condition        Report By
 PP3520  HISTORY     - 19880606 MONUMENTED       MNDT
 PP3520  HISTORY     - 19980407 GOOD             MNDT
 PP3520  HISTORY     - 20140422 GOOD             MNDT
 PP3520  HISTORY     - 20180801 GOOD             MNDT
 PP3520  HISTORY     - 20220803 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.
 PP3520
 PP3520                          STATION RECOVERY (2014)
 PP3520
 PP3520'RECOVERY NOTE BY MN DEPT OF TRANSP 2014 (KMS)
 PP3520'THE STATION IS LOCATED ABOUT 5.9 MI (9.5 KM) NORTHEAST OF SAINT CLAIR,
 PP3520'5.2 MI (8.3 KM) SOUTH-SOUTHEAST OF MADISON LAKE AND 3.3 MI (5.4 KM)
 PP3520'WEST-NORTHWEST OF JANESVILLE.
 PP3520'
 PP3520'TO REACH THE MARK AT JUNCTION OF TRUNK HIGHWAY 14 AND COUNTY ROAD 37
 PP3520'IN SMITHS MILL, 189.0 FEET SOUTHWEST OF EASTBOUND TRUNK HIGHWAY 14, AT
 PP3520'TRUNK HIGHWAY 14 MILE POINT 143.8.
 PP3520'
 PP3520'THE MARK IS LOCATED 35 FEET EAST OF COUNTY ROAD 37, 4.4 FEET
 PP3520'NORTH-NORTHEAST OF RIGHT-OF-WAY MONUMENT STATION 314+81, 1.5 FEET
 PP3520'NORTH OF WITNESS POST.
 PP3520
 PP3520                          STATION RECOVERY (2018)
 PP3520
 PP3520'RECOVERY NOTE BY MN DEPT OF TRANSP 2018 (KMS)
 PP3520'3.3 MI (5.3 KM) NORTHWEST OF JANESVILLE, 4.0 MI (6.4 KM) NORTHWEST
 PP3520'ALONG TRUNK HIGHWAY 14 FROM THE JUNCTION OF TRUNK HIGHWAY 14 AND
 PP3520'COUNTY ROAD 3 IN JANESVILLE, AT TRUNK HIGHWAY 14 MILE POINT 143.75,
 PP3520'189.0 FT (57.6 M) SOUTHWEST OF EASTBOUND TRUNK HIGHWAY 14, 35.0 FT
 PP3520'(10.7 M) EAST OF COUNTY ROAD 37, 4.4 FT (1.3 M) NORTH-NORTHEAST OF
 PP3520'RIGHT-OF-WAY MONUMENT STATION 314+81, 1.5 FT (0.5 M) NORTH OF A
 PP3520'WITNESS POST.
 PP3520
 PP3520                          STATION RECOVERY (2022)
 PP3520
 PP3520'RECOVERY NOTE BY MN DEPT OF TRANSP 2022 (KMS)
 PP3520'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 PP3510 ***********************************************************************
 PP3510  DESIGNATION -  0702 AB
 PP3510  PID         -  PP3510
 PP3510  STATE/COUNTY-  MN/BLUE EARTH
 PP3510  COUNTRY     -  US
 PP3510  USGS QUAD   -  MANKATO EAST (2019)
 PP3510
 PP3510                         *CURRENT SURVEY CONTROL
 PP3510  ______________________________________________________________________
 PP3510* NAD 83(1986) POSITION- 44 08 47.16   (N) 093 52 42.31   (W)   HD_HELD1
 PP3510* NAVD 88 ORTHO HEIGHT -   294.445 (meters)      966.03  (feet) ADJUSTED
 PP3510  ______________________________________________________________________
 PP3510  GEOID HEIGHT    -        -28.600 (meters)                     GEOID18
 PP3510  DYNAMIC HEIGHT  -        294.393 (meters)      965.85  (feet) COMP
 PP3510  MODELED GRAVITY -    980,433.6   (mgal)                       NAVD 88
 PP3510
 PP3510  VERT ORDER      -  SECOND    CLASS I
 PP3510
 PP3510.The horizontal coordinates were determined by differentially corrected
 PP3510.hand held GPS observations or other comparable positioning techniques
 PP3510.and have an estimated accuracy of +/- 3 meters.
 PP3510
 PP3510.The orthometric height was determined by differential leveling and
 PP3510.adjusted by the NATIONAL GEODETIC SURVEY
 PP3510.in May 2019.
 PP3510
 PP3510.Significant digits in the geoid height do not necessarily reflect accuracy.
 PP3510.GEOID18 height accuracy estimate available here.
 PP3510
 PP3510.Click photographs - Photos may exist for this station.
 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     -   227,389.2     809,726.9     MT  (+/- 3 meters HH1 GPS) 
 PP3510
 PP3510_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVJ2974688512(NAD 83)
 PP3510
 PP3510                          SUPERSEDED SURVEY CONTROL
 PP3510
 PP3510  NAVD 88 (06/15/95)  294.447  (m)          966.03   (f) SUPERSEDED  2 1
 PP3510
 PP3510.Superseded values are not recommended for survey control.
 PP3510
 PP3510.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PP3510.See file dsdata.pdf to determine how the superseded data were derived.
 PP3510
 PP3510_MARKER: DV = VERTICAL CONTROL DISK
 PP3510_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 PP3510_STAMPING: 0702 AB 1988
 PP3510_MARK LOGO: MNDT
 PP3510_PROJECTION: PROJECTING 25 CENTIMETERS
 PP3510_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 PP3510_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PP3510_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 PP3510+SATELLITE: SATELLITE OBSERVATIONS - August 31, 2022
 PP3510
 PP3510  HISTORY     - Date     Condition        Report By
 PP3510  HISTORY     - 19880606 MONUMENTED       MNDT
 PP3510  HISTORY     - 20140422 GOOD             MNDT
 PP3510  HISTORY     - 20160421 GOOD             MNDT
 PP3510  HISTORY     - 20160921 GOOD             MNDT
 PP3510  HISTORY     - 20220831 GOOD             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.
 PP3510
 PP3510                          STATION RECOVERY (2014)
 PP3510
 PP3510'RECOVERY NOTE BY MN DEPT OF TRANSP 2014 (KMS)
 PP3510'1.0 MI (1.6 KM) SOUTH OF EAGLE LAKE, 1.2 MI (1.9 KM) SOUTH ALONG
 PP3510'COUNTY ROAD 27  FROM THE JUNCTION OF COUNTY ROAD 27 /AGENCY STREET
 PP3510'SOUTH AND PARKWAY AVENUE IN EAGLE LAKE, 130 FT (39.6 M) SOUTH OF
 PP3510'DRIVEWAY WEST EXTENDED, 48.0 FT (14.6 M) EAST OF COUNTY ROAD 27/
 PP3510'AGENCY STREET, 1.7 FT (0.5 M) WEST-SOUTHWEST OF POWER POLE, 1.1 FT
 PP3510'(0.3 M) NORTH OF A WITNESS POST.
 PP3510
 PP3510                          STATION RECOVERY (2016)
 PP3510
 PP3510'RECOVERY NOTE BY MN DEPT OF TRANSP 2016 (MAS)
 PP3510'THE MARK IS LOCATED ABOUT 1.0 MI (1.6 KM) SOUTH OF EAGLE LAKE.
 PP3510'
 PP3510'TO REACH THE MARK GO 1.2 MI (1.9 KM) SOUTH ALONG COUNTY ROAD 27 FROM
 PP3510'THE JUNCTION OF COUNTY ROAD 27(AGENCY STREET SOUTH) AND PARKWAY AVENUE
 PP3510'IN EAGLE LAKE, 130 FT (39.6 M) SOUTH OF DRIVEWAY WEST EXTENDED.
 PP3510'
 PP3510'THE MARK IS LOCATED 48.0 FT (14.6 M) EAST OF COUNTY ROAD 27, 1.7 FT
 PP3510'(0.5 M) WEST-SOUTHWEST OF POWER POLE, 1.1 FT (0.3 M) NORTH OF A
 PP3510'WITNESS POST.
 PP3510
 PP3510                          STATION RECOVERY (2016)
 PP3510
 PP3510'RECOVERY NOTE BY MN DEPT OF TRANSP 2016 (DSG)
 PP3510'RECOVERED AS DESCRIBED.
 PP3510
 PP3510                          STATION RECOVERY (2022)
 PP3510
 PP3510'RECOVERY NOTE BY MN DEPT OF TRANSP 2022 (KMS)
 PP3510'1.0 MI (1.6 KM) SOUTH OF EAGLE LAKE, 1.2 MI (1.9 KM) SOUTH ALONG
 PP3510'COUNTY ROAD 27 FROM THE JUNCTION OF COUNTY ROAD 27 (AGENCY STREET
 PP3510'SOUTH) AND PARKWAY AVENUE IN EAGLE LAKE, 130.0 FT (39.6 M) SOUTH OF A
 PP3510'DRIVEWAY WEST EXTENDED, 48.0 FT (14.6 M) EAST OF COUNTY ROAD 27, 1.7
 PP3510'FT (0.5 M) WEST-SOUTHWEST OF A POWER POLE, 1.1 FT (0.3 M) NORTH OF A
 PP3510'WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 PP3509 ***********************************************************************
 PP3509  DESIGNATION -  0702 AC
 PP3509  PID         -  PP3509
 PP3509  STATE/COUNTY-  MN/BLUE EARTH
 PP3509  COUNTRY     -  US
 PP3509  USGS QUAD   -  MANKATO EAST (2019)
 PP3509
 PP3509                         *CURRENT SURVEY CONTROL
 PP3509  ______________________________________________________________________
 PP3509* NAD 83(1986) POSITION- 44 09 23.80   (N) 093 52 43.32   (W)   HD_HELD1
 PP3509* NAVD 88 ORTHO HEIGHT -   308.579 (meters)     1012.40  (feet) ADJUSTED
 PP3509  ______________________________________________________________________
 PP3509  GEOID HEIGHT    -        -28.590 (meters)                     GEOID18
 PP3509  DYNAMIC HEIGHT  -        308.525 (meters)     1012.22  (feet) COMP
 PP3509  MODELED GRAVITY -    980,434.8   (mgal)                       NAVD 88
 PP3509
 PP3509  VERT ORDER      -  SECOND    CLASS I
 PP3509
 PP3509.The horizontal coordinates were determined by differentially corrected
 PP3509.hand held GPS observations or other comparable positioning techniques
 PP3509.and have an estimated accuracy of +/- 3 meters.
 PP3509
 PP3509.The orthometric height was determined by differential leveling and
 PP3509.adjusted by the NATIONAL GEODETIC SURVEY
 PP3509.in May 2019.
 PP3509
 PP3509.Significant digits in the geoid height do not necessarily reflect accuracy.
 PP3509.GEOID18 height accuracy estimate available here.
 PP3509
 PP3509.Click photographs - Photos may exist for this station.
 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     -   228,520.0     809,702.8     MT  (+/- 3 meters HH1 GPS) 
 PP3509
 PP3509_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVJ2973689642(NAD 83)
 PP3509
 PP3509                          SUPERSEDED SURVEY CONTROL
 PP3509
 PP3509  NAVD 88 (06/15/95)  308.574  (m)         1012.38   (f) SUPERSEDED  2 1
 PP3509
 PP3509.Superseded values are not recommended for survey control.
 PP3509
 PP3509.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PP3509.See file dsdata.pdf to determine how the superseded data were derived.
 PP3509
 PP3509_MARKER: DV = VERTICAL CONTROL DISK
 PP3509_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 PP3509_STAMPING: 0702 AC 1988
 PP3509_MARK LOGO: MNDT
 PP3509_PROJECTION: RECESSED 5 CENTIMETERS
 PP3509_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 PP3509_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PP3509_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 PP3509+SATELLITE: SATELLITE OBSERVATIONS - August 03, 2022
 PP3509
 PP3509  HISTORY     - Date     Condition        Report By
 PP3509  HISTORY     - 19880606 MONUMENTED       MNDT
 PP3509  HISTORY     - 20140422 GOOD             MNDT
 PP3509  HISTORY     - 20160421 GOOD             MNDT
 PP3509  HISTORY     - 20160921 GOOD             MNDT
 PP3509  HISTORY     - 20220803 GOOD             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.
 PP3509
 PP3509                          STATION RECOVERY (2014)
 PP3509
 PP3509'RECOVERY NOTE BY MN DEPT OF TRANSP 2014 (KMS)
 PP3509'IN EAGLE LAKE, 0.5 MI (0.8 KM) SOUTH ALONG COUNTY ROAD 27  FROM THE
 PP3509'JUNCTION OF COUNTY ROAD 27/ AGENCY STREET SOUTH AND PARKWAY AVENUE IN
 PP3509'EAGLE LAKE, 55.6 FT (16.9 M) SOUTH OF GAS PIPELINE SIGN POST, 39 FT
 PP3509'(11.9 M) WEST OF COUNTY ROAD 27, 1.5 FT (0.5 M) SOUTH OF POWER POLE/
 PP3509'WITNESS POST.
 PP3509
 PP3509                          STATION RECOVERY (2016)
 PP3509
 PP3509'RECOVERY NOTE BY MN DEPT OF TRANSP 2016 (MAS)
 PP3509'RECOVERED AS DESCRIBED.
 PP3509
 PP3509                          STATION RECOVERY (2016)
 PP3509
 PP3509'RECOVERY NOTE BY MN DEPT OF TRANSP 2016 (DSG)
 PP3509'RECOVERED AS DESCRIBED.
 PP3509
 PP3509                          STATION RECOVERY (2022)
 PP3509
 PP3509'RECOVERY NOTE BY MN DEPT OF TRANSP 2022 (KMS)
 PP3509'IN EAGLE LAKE, 0.5 MI (0.8 KM) SOUTH ALONG COUNTY ROAD 27 FROM THE
 PP3509'JUNCTION OF COUNTY ROAD 27 (AGENCY STREET SOUTH) AND PARKWAY AVENUE IN
 PP3509'EAGLE LAKE, 55.6 FT (16.9 M) SOUTH OF A GAS PIPELINE SIGNPOST, 39.0 FT
 PP3509'(11.9 M) WEST OF COUNTY ROAD 27, 1.5 FT (0.5 M) SOUTH OF A POWER POLE.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DI8435 ***********************************************************************
 DI8435  DESIGNATION -  0702 AF
 DI8435  PID         -  DI8435
 DI8435  STATE/COUNTY-  MN/BLUE EARTH
 DI8435  COUNTRY     -  US
 DI8435  USGS QUAD   -  MANKATO EAST (2019)
 DI8435
 DI8435                         *CURRENT SURVEY CONTROL
 DI8435  ______________________________________________________________________
 DI8435* NAD 83(1986) POSITION- 44 10 31.12   (N) 093 56 57.87   (W)   HD_HELD1
 DI8435* NAVD 88 ORTHO HEIGHT -   315.211 (meters)     1034.15  (feet) ADJUSTED
 DI8435  ______________________________________________________________________
 DI8435  GEOID HEIGHT    -        -28.418 (meters)                     GEOID18
 DI8435  DYNAMIC HEIGHT  -        315.161 (meters)     1033.99  (feet) COMP
 DI8435  MODELED GRAVITY -    980,452.3   (mgal)                       NAVD 88
 DI8435
 DI8435  VERT ORDER      -  SECOND    CLASS I
 DI8435
 DI8435.The horizontal coordinates were determined by differentially corrected
 DI8435.hand held GPS observations or other comparable positioning techniques
 DI8435.and have an estimated accuracy of +/- 3 meters.
 DI8435
 DI8435.The orthometric height was determined by differential leveling and
 DI8435.adjusted by the NATIONAL GEODETIC SURVEY
 DI8435.in October 2007.
 DI8435
 DI8435.Significant digits in the geoid height do not necessarily reflect accuracy.
 DI8435.GEOID18 height accuracy estimate available here.
 DI8435
 DI8435.Click photographs - Photos may exist for this station.
 DI8435
 DI8435.The dynamic height is computed by dividing the NAVD 88
 DI8435.geopotential number by the normal gravity value computed on the
 DI8435.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DI8435.degrees latitude (g = 980.6199 gals.).
 DI8435
 DI8435.The modeled gravity was interpolated from observed gravity values.
 DI8435
 DI8435;                    North         East    Units  Estimated Accuracy
 DI8435;SPC MN S     -   230,591.8     804,045.5     MT  (+/- 3 meters HH1 GPS) 
 DI8435
 DI8435_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVJ2410691782(NAD 83)
 DI8435
 DI8435                          SUPERSEDED SURVEY CONTROL
 DI8435
 DI8435.No superseded survey control is available for this station.
 DI8435
 DI8435_MARKER: DV = VERTICAL CONTROL DISK
 DI8435_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DI8435_SP_SET: BRIDGE RAILING
 DI8435_STAMPING: 0702 AF 2005
 DI8435_MARK LOGO: MNDT
 DI8435_MAGNETIC: N = NO MAGNETIC MATERIAL
 DI8435_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DI8435_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DI8435+SATELLITE: SATELLITE OBSERVATIONS - August 16, 2022
 DI8435
 DI8435  HISTORY     - Date     Condition        Report By
 DI8435  HISTORY     - 20051020 MONUMENTED       MNDT
 DI8435  HISTORY     - 20140421 GOOD             MNDT
 DI8435  HISTORY     - 20190618 GOOD             MNDT
 DI8435  HISTORY     - 20220816 GOOD             MNDT
 DI8435
 DI8435                          STATION DESCRIPTION
 DI8435
 DI8435'DESCRIBED BY MN DEPT OF TRANSP 2005
 DI8435'IN MANKATO, IN THE RAIL IN NORTHWEST CORNER OF 14 WESTBOUND BRIDGE
 DI8435'NUMBER 07025 OVER TRUNK HIGHWAY 22, AT JUNCTION OF TRUNK HIGHWAY 14
 DI8435'WESTBOUND AND TRUNK HIGHWAY 22 AT NORTHEAST PART OF MANKATO, AT TRUNK
 DI8435'HIGHWAY 14 MILEPOINT 134.35, 22 FEET NORTH OF WEST BOUND TRUNK HIGHWAY
 DI8435'14.
 DI8435
 DI8435                          STATION RECOVERY (2014)
 DI8435
 DI8435'RECOVERY NOTE BY MN DEPT OF TRANSP 2014 (MAS)
 DI8435'IN MANKATO, IN BRIDGE RAILING IN NORTHWEST CORNER OF WESTBOUND TRUNK
 DI8435'HIGHWAY 14 BRIDGE NUMBER 07025 OVER TRUNK HIGHWAY 22, AT THE JUNCTION
 DI8435'OF WESTBOUND TRUNK HIGHWAY 14 AND TRUNK HIGHWAY 22 IN NORTHEAST
 DI8435'MANKATO, AT TRUNK HIGHWAY 14 MILE POINT 134.35, 22 FT (6.7 M) NORTH OF
 DI8435'WESTBOUND TRUNK HIGHWAY 14.
 DI8435
 DI8435                          STATION RECOVERY (2019)
 DI8435
 DI8435'RECOVERY NOTE BY MN DEPT OF TRANSP 2019 (TJD)
 DI8435'RECOVERED IN GOOD CONDITION.
 DI8435
 DI8435                          STATION RECOVERY (2022)
 DI8435
 DI8435'RECOVERY NOTE BY MN DEPT OF TRANSP 2022 (KMS)
 DI8435'IN MANKATO, IN A BRIDGE RAILING IN THE NORTHWEST CORNER OF WESTBOUND
 DI8435'TRUNK HIGHWAY 14 BRIDGE NUMBER 07025 OVER TRUNK HIGHWAY 22, AT THE
 DI8435'JUNCTION OF WESTBOUND TRUNK HIGHWAY 14 AND TRUNK HIGHWAY 22 IN
 DI8435'NORTHEAST MANKATO, AT TRUNK HIGHWAY 14 MILE POINT 134.35, 22.0 FT (6.7
 DI8435'M) NORTH OF WESTBOUND TRUNK HIGHWAY 14.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DP9085 ***********************************************************************
 DP9085  DESIGNATION -  0702 AG
 DP9085  PID         -  DP9085
 DP9085  STATE/COUNTY-  MN/BLUE EARTH
 DP9085  COUNTRY     -  US
 DP9085  USGS QUAD   -  MANKATO EAST (2019)
 DP9085
 DP9085                         *CURRENT SURVEY CONTROL
 DP9085  ______________________________________________________________________
 DP9085* NAD 83(1986) POSITION- 44 11 23.07   (N) 093 59 08.10   (W)   HD_HELD1
 DP9085* NAVD 88 ORTHO HEIGHT -   259.487 (meters)      851.33  (feet) ADJUSTED
 DP9085  ______________________________________________________________________
 DP9085  GEOID HEIGHT    -        -28.344 (meters)                     GEOID18
 DP9085  DYNAMIC HEIGHT  -        259.449 (meters)      851.21  (feet) COMP
 DP9085  MODELED GRAVITY -    980,464.8   (mgal)                       NAVD 88
 DP9085
 DP9085  VERT ORDER      -  SECOND    CLASS I
 DP9085
 DP9085.The horizontal coordinates were determined by differentially corrected
 DP9085.hand held GPS observations or other comparable positioning techniques
 DP9085.and have an estimated accuracy of +/- 3 meters.
 DP9085
 DP9085.The orthometric height was determined by differential leveling and
 DP9085.adjusted by the NATIONAL GEODETIC SURVEY
 DP9085.in May 2016.
 DP9085
 DP9085.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP9085.GEOID18 height accuracy estimate available here.
 DP9085
 DP9085.Click photographs - Photos may exist for this station.
 DP9085
 DP9085.The dynamic height is computed by dividing the NAVD 88
 DP9085.geopotential number by the normal gravity value computed on the
 DP9085.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP9085.degrees latitude (g = 980.6199 gals.).
 DP9085
 DP9085.The modeled gravity was interpolated from observed gravity values.
 DP9085
 DP9085;                    North         East    Units  Estimated Accuracy
 DP9085;SPC MN S     -   232,194.0     801,152.5     MT  (+/- 3 meters HH1 GPS) 
 DP9085
 DP9085_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVJ2123393419(NAD 83)
 DP9085
 DP9085                          SUPERSEDED SURVEY CONTROL
 DP9085
 DP9085.No superseded survey control is available for this station.
 DP9085
 DP9085_MARKER: I = METAL ROD
 DP9085_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DP9085_STAMPING: 0702 AG 2014
 DP9085_MARK LOGO: MNDT
 DP9085_PROJECTION: RECESSED 5 CENTIMETERS
 DP9085_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DP9085_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DP9085_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP9085+SATELLITE: SATELLITE OBSERVATIONS - August 16, 2022
 DP9085_ROD/PIPE-DEPTH: 5.8 meters
 DP9085
 DP9085  HISTORY     - Date     Condition        Report By
 DP9085  HISTORY     - 20140508 MONUMENTED       MNDT
 DP9085  HISTORY     - 20220816 GOOD             MNDT
 DP9085
 DP9085                          STATION DESCRIPTION
 DP9085
 DP9085'DESCRIBED BY MN DEPT OF TRANSP 2014
 DP9085'THE STATION IS LOCATED ABOUT 8.5 MI (13.7 KM) WEST OF MADISON LAKE,
 DP9085'8.4 MI (13.5 KM) SOUTH-SOUTHEAST OF NORTH STAR AND 1.9 MI (3.1 KM)
 DP9085'NORTH-NORTHEAST OF MANKATO.
 DP9085'
 DP9085'TO REACH THE MARK GO 2.2 MI (3.5 KM) WEST ALONG TRUNK HIGHWAY 14/TRUNK
 DP9085'HIGHWAY 60 FROM THE JUNCTION OF TRUNK HIGHWAY 14/TRUNK HIGHWAY 60 AND
 DP9085'TRUNK HIGHWAY 22 IN MANKATO, AT TRUNK HIGHWAY 14 MILE POINT 131.6, 0.2
 DP9085'MI (0.3 KM) WEST OF RIVERFRONT DRIVE.
 DP9085'
 DP9085'THE MARK IS LOCATED 94.9 FT (28.9 M) EAST OF LIGHT POLE NUMBER 13,
 DP9085'31.1 FT (9.5 M) NORTH OF WESTBOUND TRUNK HIGHWAY 14/TRUNK HIGHWAY 60
 DP9085'FOG LINE, 14.3 FT (4.4 M) SOUTH OF BIKE PATH, 1.5 FT (0.5 M) SOUTH OF
 DP9085'A WITNESS POST.
 DP9085'
 DP9085'NOTE - THE STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM
 DP9085'ROD DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION REMOVABLE
 DP9085'DISK SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH
 DP9085'PVC PIPE BACK FILLED WITH WASHED SAND.
 DP9085
 DP9085                          STATION RECOVERY (2022)
 DP9085
 DP9085'RECOVERY NOTE BY MN DEPT OF TRANSP 2022 (KMS)
 DP9085'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DP5015 ***********************************************************************
 DP5015  DESIGNATION -  0702 AH
 DP5015  PID         -  DP5015
 DP5015  STATE/COUNTY-  MN/BLUE EARTH
 DP5015  COUNTRY     -  US
 DP5015  USGS QUAD   -  MANKATO EAST (2019)
 DP5015
 DP5015                         *CURRENT SURVEY CONTROL
 DP5015  ______________________________________________________________________
 DP5015* NAD 83(2011) POSITION- 44 10 25.97311(N) 093 56 03.21224(W)   ADJUSTED
 DP5015* NAD 83(2011) ELLIP HT-   279.633 (meters)        (10/15/14)   ADJUSTED
 DP5015* NAD 83(2011) EPOCH   -  2010.00
 DP5015* NAVD 88 ORTHO HEIGHT -   308.086 (meters)     1010.78  (feet) ADJUSTED
 DP5015  ______________________________________________________________________
 DP5015  GEOID HEIGHT    -        -28.451 (meters)                     GEOID18
 DP5015  NAD 83(2011) X  -   -314,392.821 (meters)                     COMP
 DP5015  NAD 83(2011) Y  - -4,571,436.432 (meters)                     COMP
 DP5015  NAD 83(2011) Z  -  4,422,164.197 (meters)                     COMP
 DP5015  LAPLACE CORR    -         -5.29  (seconds)                    DEFLEC18
 DP5015  DYNAMIC HEIGHT  -        308.037 (meters)     1010.62  (feet) COMP
 DP5015  MODELED GRAVITY -    980,448.4   (mgal)                       NAVD 88
 DP5015
 DP5015  VERT ORDER      -  SECOND    CLASS I
 DP5015
 DP5015  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DP5015  Standards:
 DP5015         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DP5015            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DP5015  -------------------------------------------------------------------
 DP5015  NETWORK    0.54   0.73           0.25   0.18   0.37      0.12034391
 DP5015  -------------------------------------------------------------------
 DP5015  Click here for local accuracies and other accuracy information.
 DP5015
 DP5015.The horizontal coordinates were established by GPS observations
 DP5015.and adjusted by the MN DEPT OF TRANSP in October 2014.
 DP5015
 DP5015.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DP5015.been affixed to the stable North American tectonic plate. See 
 DP5015.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DP5015
 DP5015.The horizontal coordinates are valid at the epoch date displayed above
 DP5015.which is a decimal equivalence of Year/Month/Day.
 DP5015
 DP5015.The orthometric height was determined by differential leveling and
 DP5015.adjusted by the NATIONAL GEODETIC SURVEY
 DP5015.in May 2016.
 DP5015
 DP5015.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP5015.GEOID18 height accuracy estimate available here.
 DP5015
 DP5015.Click photographs - Photos may exist for this station.
 DP5015
 DP5015.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DP5015
 DP5015.The Laplace correction was computed from DEFLEC18 derived deflections.
 DP5015
 DP5015.The ellipsoidal height was determined by GPS observations
 DP5015.and is referenced to NAD 83.
 DP5015
 DP5015.The dynamic height is computed by dividing the NAVD 88
 DP5015.geopotential number by the normal gravity value computed on the
 DP5015.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP5015.degrees latitude (g = 980.6199 gals.).
 DP5015
 DP5015.The modeled gravity was interpolated from observed gravity values.
 DP5015
 DP5015. The following values were computed from the NAD 83(2011) position.
 DP5015
 DP5015;                    North         East     Units Scale Factor Converg.
 DP5015;SPC MN S     -   230,433.794   805,259.756   MT  0.99993830   +0 02 46.0
 DP5015;SPC MN S     -   756,014.87  2,641,923.05   sFT  0.99993830   +0 02 46.0
 DP5015;UTM  15      - 4,891,610.054   425,318.284   MT  0.99966859   -0 39 03.7
 DP5015
 DP5015!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DP5015!SPC MN S     -   0.99995615  x   0.99993830  =   0.99989446
 DP5015!UTM  15      -   0.99995615  x   0.99966859  =   0.99962476
 DP5015
 DP5015_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVJ2531891610(NAD 83)
 DP5015
 DP5015                          SUPERSEDED SURVEY CONTROL
 DP5015
 DP5015.No superseded survey control is available for this station.
 DP5015
 DP5015_MARKER: I = METAL ROD
 DP5015_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DP5015_STAMPING: 0702 AH 2014
 DP5015_MARK LOGO: MNDT
 DP5015_PROJECTION: RECESSED 5 CENTIMETERS
 DP5015_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DP5015_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DP5015_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP5015+SATELLITE: SATELLITE OBSERVATIONS - August 17, 2022
 DP5015_ROD/PIPE-DEPTH: 8.8 meters
 DP5015
 DP5015  HISTORY     - Date     Condition        Report By
 DP5015  HISTORY     - 20140513 MONUMENTED       MNDT
 DP5015  HISTORY     - 20140521 GOOD             MNDT
 DP5015  HISTORY     - 20190618 GOOD             MNDT
 DP5015  HISTORY     - 20220817 GOOD             MNDT
 DP5015
 DP5015                          STATION DESCRIPTION
 DP5015
 DP5015'DESCRIBED BY MN DEPT OF TRANSP 2014
 DP5015'IN MANKATO, 0.75 MILE EAST ALONG TRUNK HIGHWAY 14/ TRUNK HIGHWAY 60
 DP5015'FROM THE JUNCTION OF TRUNK HIGHWAY 14/ TRUNK HIGHWAY 60 AND TRUNK
 DP5015'HIGHWAY 22 IN MANKATO, AT TRUNK HIGHWAY 14 MILEPOINT 135.05, 0.5 MILE
 DP5015'WEST OF COUNTY ROAD 12, 44.2 FEET SOUTH OF EAST BOUND TRUNK HIGHWAYS
 DP5015'14 AND 60 FOG LINE, 1.5 FEET NORTH OF WITNESS POST.
 DP5015
 DP5015                          STATION RECOVERY (2014)
 DP5015
 DP5015'RECOVERY NOTE BY MN DEPT OF TRANSP 2014 (KAS)
 DP5015'RECOVERED AS DESCRIBED.
 DP5015'
 DP5015'NOTE - THE STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM
 DP5015'ROD DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION REMOVABLE
 DP5015'DISK SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH
 DP5015'PVC PIPE BACK FILLED WITH WASHED SAND.
 DP5015
 DP5015                          STATION RECOVERY (2019)
 DP5015
 DP5015'RECOVERY NOTE BY MN DEPT OF TRANSP 2019 (TJD)
 DP5015'RECOVERED IN GOOD CONDITION.
 DP5015
 DP5015                          STATION RECOVERY (2022)
 DP5015
 DP5015'RECOVERY NOTE BY MN DEPT OF TRANSP 2022 (KMS)
 DP5015'IN MANKATO, 0.75 MI (1.21 KM) EAST ALONG TRUNK HIGHWAY 14/TRUNK
 DP5015'HIGHWAY 60 FROM THE JUNCTION OF TRUNK HIGHWAY 14/TRUNK HIGHWAY 60 AND
 DP5015'TRUNK HIGHWAY 22 IN MANKATO, AT TRUNK HIGHWAY 14 MILE POINT 135.05,
 DP5015'0.5 MI (0.8 KM) WEST OF COUNTY ROAD 12, 44.2 FT (13.5 M) SOUTH OF THE
 DP5015'EASTBOUND TRUNK HIGHWAY 14/TRUNK HIGHWAY 60 FOG LINE, 1.5 FT (0.5 M)
 DP5015'NORTH OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DP9089 ***********************************************************************
 DP9089  DESIGNATION -  0702 AL
 DP9089  PID         -  DP9089
 DP9089  STATE/COUNTY-  MN/BLUE EARTH
 DP9089  COUNTRY     -  US
 DP9089  USGS QUAD   -  MANKATO EAST (2019)
 DP9089
 DP9089                         *CURRENT SURVEY CONTROL
 DP9089  ______________________________________________________________________
 DP9089* NAD 83(1986) POSITION- 44 10 20.30   (N) 093 55 19.09   (W)   HD_HELD1
 DP9089* NAVD 88 ORTHO HEIGHT -   309.305 (meters)     1014.78  (feet) ADJUSTED
 DP9089  ______________________________________________________________________
 DP9089  GEOID HEIGHT    -        -28.479 (meters)                     GEOID18
 DP9089  DYNAMIC HEIGHT  -        309.254 (meters)     1014.61  (feet) COMP
 DP9089  MODELED GRAVITY -    980,445.4   (mgal)                       NAVD 88
 DP9089
 DP9089  VERT ORDER      -  SECOND    CLASS I
 DP9089
 DP9089.The horizontal coordinates were determined by differentially corrected
 DP9089.hand held GPS observations or other comparable positioning techniques
 DP9089.and have an estimated accuracy of +/- 3 meters.
 DP9089
 DP9089.The orthometric height was determined by differential leveling and
 DP9089.adjusted by the NATIONAL GEODETIC SURVEY
 DP9089.in May 2016.
 DP9089
 DP9089.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP9089.GEOID18 height accuracy estimate available here.
 DP9089
 DP9089.Click photographs - Photos may exist for this station.
 DP9089
 DP9089.The dynamic height is computed by dividing the NAVD 88
 DP9089.geopotential number by the normal gravity value computed on the
 DP9089.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP9089.degrees latitude (g = 980.6199 gals.).
 DP9089
 DP9089.The modeled gravity was interpolated from observed gravity values.
 DP9089
 DP9089;                    North         East    Units  Estimated Accuracy
 DP9089;SPC MN S     -   230,259.6     806,240.0     MT  (+/- 3 meters HH1 GPS) 
 DP9089
 DP9089_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVJ2629691423(NAD 83)
 DP9089
 DP9089                          SUPERSEDED SURVEY CONTROL
 DP9089
 DP9089.No superseded survey control is available for this station.
 DP9089
 DP9089_MARKER: I = METAL ROD
 DP9089_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DP9089_STAMPING: 0702 AL 2014
 DP9089_MARK LOGO: MNDT
 DP9089_PROJECTION: RECESSED 5 CENTIMETERS
 DP9089_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DP9089_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DP9089_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP9089+SATELLITE: SATELLITE OBSERVATIONS - August 22, 2022
 DP9089_ROD/PIPE-DEPTH: 9.1 meters
 DP9089
 DP9089  HISTORY     - Date     Condition        Report By
 DP9089  HISTORY     - 20140512 MONUMENTED       MNDT
 DP9089  HISTORY     - 20190618 GOOD             MNDT
 DP9089  HISTORY     - 20220822 GOOD             MNDT
 DP9089
 DP9089                          STATION DESCRIPTION
 DP9089
 DP9089'DESCRIBED BY MN DEPT OF TRANSP 2014
 DP9089'THE STATION IS LOCATED ABOUT 7.0 MI (11.3 KM) NORTH-NORTHWEST OF SAINT
 DP9089'CLAIR, 5.7 MI (9.2 KM) WEST-SOUTHWEST OF MADISON LAKE AND 3.9 MI (6.3
 DP9089'KM) EAST OF MANKATO.
 DP9089'
 DP9089'TO REACH THE MARK GO 1.35 MI (2.2 KM) EAST ALONG TRUNK HIGHWAY
 DP9089'14/TRUNK HIGHWAY 60 FROM THE JUNCTION OF TRUNK HIGHWAY 14/TRUNK
 DP9089'HIGHWAY 60 AND TRUNK HIGHWAY 22 IN MANKATO, 0.05 MI (0.1 KM) EAST OF
 DP9089'COUNTY ROAD 12, AT TRUNK HIGHWAY 14 MILE POINT 135.75.
 DP9089'
 DP9089'THE MARK IS LOCATED 79.7 FT (24.3 M) SOUTH OF EASTBOUND TRUNK HIGHWAY
 DP9089'14 AND 60 FOG LINE, 32.2 FT (9.8 M) SOUTHEAST OF LIGHT POLE NUMBER F2,
 DP9089'46.1 FT (14.1 M) SOUTHWEST OF EXIT RAMP FROM EASTBOUND TRUNK HIGHWAY
 DP9089'14 TO COUNTY ROAD 12 FOG LINE, 1.5 FT (0.5 M) NORTHEAST OF A WITNESS
 DP9089'POST.
 DP9089'
 DP9089'NOTE - THE STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM
 DP9089'ROD DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION REMOVABLE
 DP9089'DISK SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH
 DP9089'PVC PIPE BACK FILLED WITH WASHED SAND.
 DP9089
 DP9089                          STATION RECOVERY (2019)
 DP9089
 DP9089'RECOVERY NOTE BY MN DEPT OF TRANSP 2019 (TJD)
 DP9089'RECOVERED IN GOOD CONDITION.
 DP9089
 DP9089                          STATION RECOVERY (2022)
 DP9089
 DP9089'RECOVERY NOTE BY MN DEPT OF TRANSP 2022 (KMS)
 DP9089'3.5 MI (5.6 KM) EAST OF MANKATO, 1.35 MI (2.17 KM) EAST ALONG TRUNK
 DP9089'HIGHWAY 14/TRUNK HIGHWAY 60 FROM THE JUNCTION OF TRUNK HIGHWAY
 DP9089'14/TRUNK HIGHWAY 60 AND TRUNK HIGHWAY 22 IN MANKATO, 0.05 MI (0.08 KM)
 DP9089'EAST OF COUNTY ROAD 12, AT TRUNK HIGHWAY 14 MILE POINT 135.75, 79.7 FT
 DP9089'(24.3 M) SOUTH OF EASTBOUND TRUNK HIGHWAYS 14 AND 60 FOG LINE, 32.2 FT
 DP9089'(9.8 M) SOUTHEAST OF LIGHT POLE NUMBER F2, 46.1 FT (14.1 M) SOUTHWEST
 DP9089'OF AN EXIT RAMP FROM EASTBOUND TRUNK HIGHWAY 14 TO COUNTY ROAD 12 FOG
 DP9089'LINE, 1.5 FT (0.5 M) NORTHEAST OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DP5016 ***********************************************************************
 DP5016  DESIGNATION -  0702 AM
 DP5016  PID         -  DP5016
 DP5016  STATE/COUNTY-  MN/BLUE EARTH
 DP5016  COUNTRY     -  US
 DP5016  USGS QUAD   -  MANKATO EAST (2019)
 DP5016
 DP5016                         *CURRENT SURVEY CONTROL
 DP5016  ______________________________________________________________________
 DP5016* NAD 83(2011) POSITION- 44 10 16.21628(N) 093 54 12.23153(W)   ADJUSTED
 DP5016* NAD 83(2011) ELLIP HT-   287.733 (meters)        (10/15/14)   ADJUSTED
 DP5016* NAD 83(2011) EPOCH   -  2010.00
 DP5016* NAVD 88 ORTHO HEIGHT -   316.257 (meters)     1037.59  (feet) ADJUSTED
 DP5016  ______________________________________________________________________
 DP5016  GEOID HEIGHT    -        -28.522 (meters)                     GEOID18
 DP5016  NAD 83(2011) X  -   -311,947.797 (meters)                     COMP
 DP5016  NAD 83(2011) Y  - -4,571,820.095 (meters)                     COMP
 DP5016  NAD 83(2011) Z  -  4,421,953.834 (meters)                     COMP
 DP5016  LAPLACE CORR    -         -5.55  (seconds)                    DEFLEC18
 DP5016  DYNAMIC HEIGHT  -        316.204 (meters)     1037.41  (feet) COMP
 DP5016  MODELED GRAVITY -    980,441.2   (mgal)                       NAVD 88
 DP5016
 DP5016  VERT ORDER      -  SECOND    CLASS I
 DP5016
 DP5016  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DP5016  Standards:
 DP5016         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DP5016            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DP5016  -------------------------------------------------------------------
 DP5016  NETWORK    0.72   1.33           0.33   0.24   0.68      0.08128842
 DP5016  -------------------------------------------------------------------
 DP5016  Click here for local accuracies and other accuracy information.
 DP5016
 DP5016.The horizontal coordinates were established by GPS observations
 DP5016.and adjusted by the MN DEPT OF TRANSP in October 2014.
 DP5016
 DP5016.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DP5016.been affixed to the stable North American tectonic plate. See 
 DP5016.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DP5016
 DP5016.The horizontal coordinates are valid at the epoch date displayed above
 DP5016.which is a decimal equivalence of Year/Month/Day.
 DP5016
 DP5016.The orthometric height was determined by differential leveling and
 DP5016.adjusted by the NATIONAL GEODETIC SURVEY
 DP5016.in May 2016.
 DP5016
 DP5016.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP5016.GEOID18 height accuracy estimate available here.
 DP5016
 DP5016.Click photographs - Photos may exist for this station.
 DP5016
 DP5016.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DP5016
 DP5016.The Laplace correction was computed from DEFLEC18 derived deflections.
 DP5016
 DP5016.The ellipsoidal height was determined by GPS observations
 DP5016.and is referenced to NAD 83.
 DP5016
 DP5016.The dynamic height is computed by dividing the NAVD 88
 DP5016.geopotential number by the normal gravity value computed on the
 DP5016.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP5016.degrees latitude (g = 980.6199 gals.).
 DP5016
 DP5016.The modeled gravity was interpolated from observed gravity values.
 DP5016
 DP5016. The following values were computed from the NAD 83(2011) position.
 DP5016
 DP5016;                    North         East     Units Scale Factor Converg.
 DP5016;SPC MN S     -   230,135.112   807,725.320   MT  0.99993857   +0 04 03.8
 DP5016;SPC MN S     -   755,034.95  2,650,012.15   sFT  0.99993857   +0 04 03.8
 DP5016;UTM  15      - 4,891,281.483   427,779.362   MT  0.99966415   -0 37 46.3
 DP5016
 DP5016!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DP5016!SPC MN S     -   0.99995488  x   0.99993857  =   0.99989346
 DP5016!UTM  15      -   0.99995488  x   0.99966415  =   0.99961905
 DP5016
 DP5016_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVJ2777991281(NAD 83)
 DP5016
 DP5016                          SUPERSEDED SURVEY CONTROL
 DP5016
 DP5016.No superseded survey control is available for this station.
 DP5016
 DP5016_MARKER: I = METAL ROD
 DP5016_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DP5016_STAMPING: 0702 AM 2014
 DP5016_MARK LOGO: MNDT
 DP5016_PROJECTION: RECESSED 5 CENTIMETERS
 DP5016_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DP5016_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DP5016_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP5016+SATELLITE: SATELLITE OBSERVATIONS - August 02, 2022
 DP5016_ROD/PIPE-DEPTH: 5.8 meters
 DP5016
 DP5016  HISTORY     - Date     Condition        Report By
 DP5016  HISTORY     - 20140513 MONUMENTED       MNDT
 DP5016  HISTORY     - 20140521 GOOD             MNDT
 DP5016  HISTORY     - 20220802 GOOD             MNDT
 DP5016
 DP5016                          STATION DESCRIPTION
 DP5016
 DP5016'DESCRIBED BY MN DEPT OF TRANSP 2014
 DP5016'4.4 MILES EAST OF MANKATO, 2.25 MILES EAST ALONG TRUNK HIGHWAY 14/
 DP5016'TRUNK HIGHWAY 60 FROM THE JUNCTION OF TRUNK HIGHWAY 14/ TRUNK HIGHWAY
 DP5016'60 AND TRUNK HIGHWAY 22 IN MANKATO, AT TRUNK HIGHWAY 14 MILEPOINT
 DP5016'136.65, 0.3 MILE EAST OF COUNTY ROAD 86(594TH AVENUE), 22.9 FEET SOUTH
 DP5016'OF EAST BOUND TRUNK HIGHWAYS 14 AND 60 FOG LINE, 1.4 FEET NORTH OF
 DP5016'CABLE BARRIER, 2.0 FEET NORTH OF WITNESS POST.
 DP5016
 DP5016                          STATION RECOVERY (2014)
 DP5016
 DP5016'RECOVERY NOTE BY MN DEPT OF TRANSP 2014 (KAS)
 DP5016'RECOVERED AS DESCRIBED.
 DP5016'
 DP5016'NOTE - THE STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM
 DP5016'ROD DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION REMOVABLE
 DP5016'DISK SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH
 DP5016'PVC PIPE BACK FILLED WITH WASHED SAND.
 DP5016
 DP5016                          STATION RECOVERY (2022)
 DP5016
 DP5016'RECOVERY NOTE BY MN DEPT OF TRANSP 2022 (KMS)
 DP5016'4.4 MI (7.1 KM) EAST OF MANKATO, 2.25 MI (3.62 KM) EAST ALONG TRUNK
 DP5016'HIGHWAY 14/TRUNK HIGHWAY 60 FROM THE JUNCTION OF TRUNK HIGHWAY
 DP5016'14/TRUNK HIGHWAY 60 AND TRUNK HIGHWAY 22 IN MANKATO, AT TRUNK HIGHWAY
 DP5016'14 MILE POINT 136.65, 0.3 MI (0.5 KM) EAST OF COUNTY ROAD 86 (594TH
 DP5016'AVENUE), 22.9 FT (7.0 M) SOUTH OF EASTBOUND TRUNK HIGHWAY 14/TRUNK
 DP5016'HIGHWAY 60 FOG LINE, 1.4 FT (0.4 M) NORTH OF A CABLE BARRIER, 2.0 FT
 DP5016'(0.6 M) NORTH OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DP5017 ***********************************************************************
 DP5017  DESIGNATION -  0702 AN
 DP5017  PID         -  DP5017
 DP5017  STATE/COUNTY-  MN/BLUE EARTH
 DP5017  COUNTRY     -  US
 DP5017  USGS QUAD   -  MADISON LAKE (2019)
 DP5017
 DP5017                         *CURRENT SURVEY CONTROL
 DP5017  ______________________________________________________________________
 DP5017* NAD 83(2011) POSITION- 44 09 37.82670(N) 093 51 49.40840(W)   ADJUSTED
 DP5017* NAD 83(2011) ELLIP HT-   282.408 (meters)        (10/15/14)   ADJUSTED
 DP5017* NAD 83(2011) EPOCH   -  2010.00
 DP5017* NAVD 88 ORTHO HEIGHT -   311.029 (meters)     1020.43  (feet) ADJUSTED
 DP5017  ______________________________________________________________________
 DP5017  GEOID HEIGHT    -        -28.618 (meters)                     GEOID18
 DP5017  NAD 83(2011) X  -   -308,837.450 (meters)                     COMP
 DP5017  NAD 83(2011) Y  - -4,572,854.921 (meters)                     COMP
 DP5017  NAD 83(2011) Z  -  4,421,100.119 (meters)                     COMP
 DP5017  LAPLACE CORR    -         -5.05  (seconds)                    DEFLEC18
 DP5017  DYNAMIC HEIGHT  -        310.974 (meters)     1020.25  (feet) COMP
 DP5017  MODELED GRAVITY -    980,431.8   (mgal)                       NAVD 88
 DP5017
 DP5017  VERT ORDER      -  SECOND    CLASS I
 DP5017
 DP5017  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DP5017  Standards:
 DP5017         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DP5017            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DP5017  -------------------------------------------------------------------
 DP5017  NETWORK    0.57   1.23           0.25   0.21   0.63      0.24629257
 DP5017  -------------------------------------------------------------------
 DP5017  Click here for local accuracies and other accuracy information.
 DP5017
 DP5017.The horizontal coordinates were established by GPS observations
 DP5017.and adjusted by the MN DEPT OF TRANSP in October 2014.
 DP5017
 DP5017.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DP5017.been affixed to the stable North American tectonic plate. See 
 DP5017.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DP5017
 DP5017.The horizontal coordinates are valid at the epoch date displayed above
 DP5017.which is a decimal equivalence of Year/Month/Day.
 DP5017
 DP5017.The orthometric height was determined by differential leveling and
 DP5017.adjusted by the NATIONAL GEODETIC SURVEY
 DP5017.in May 2019.
 DP5017
 DP5017.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP5017.GEOID18 height accuracy estimate available here.
 DP5017
 DP5017.Click photographs - Photos may exist for this station.
 DP5017
 DP5017.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DP5017
 DP5017.The Laplace correction was computed from DEFLEC18 derived deflections.
 DP5017
 DP5017.The ellipsoidal height was determined by GPS observations
 DP5017.and is referenced to NAD 83.
 DP5017
 DP5017.The dynamic height is computed by dividing the NAVD 88
 DP5017.geopotential number by the normal gravity value computed on the
 DP5017.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP5017.degrees latitude (g = 980.6199 gals.).
 DP5017
 DP5017.The modeled gravity was interpolated from observed gravity values.
 DP5017
 DP5017. The following values were computed from the NAD 83(2011) position.
 DP5017
 DP5017;                    North         East     Units Scale Factor Converg.
 DP5017;SPC MN S     -   228,954.795   810,899.962   MT  0.99993965   +0 05 43.9
 DP5017;SPC MN S     -   751,162.52  2,660,427.63   sFT  0.99993965   +0 05 43.9
 DP5017;UTM  15      - 4,890,062.960   430,938.528   MT  0.99965866   -0 36 06.3
 DP5017
 DP5017!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DP5017!SPC MN S     -   0.99995572  x   0.99993965  =   0.99989537
 DP5017!UTM  15      -   0.99995572  x   0.99965866  =   0.99961439
 DP5017
 DP5017_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVJ3093890062(NAD 83)
 DP5017
 DP5017                          SUPERSEDED SURVEY CONTROL
 DP5017
 DP5017  NAVD 88 (05/17/16)  311.031  (m)         1020.44   (f) SUPERSEDED  2 1
 DP5017
 DP5017.Superseded values are not recommended for survey control.
 DP5017
 DP5017.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DP5017.See file dsdata.pdf to determine how the superseded data were derived.
 DP5017
 DP5017_MARKER: I = METAL ROD
 DP5017_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DP5017_STAMPING: 0702 AN 2014
 DP5017_MARK LOGO: MNDT
 DP5017_PROJECTION: RECESSED 5 CENTIMETERS
 DP5017_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DP5017_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DP5017_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP5017+SATELLITE: SATELLITE OBSERVATIONS - August 03, 2022
 DP5017_ROD/PIPE-DEPTH: 6.4 meters
 DP5017
 DP5017  HISTORY     - Date     Condition        Report By
 DP5017  HISTORY     - 20140513 MONUMENTED       MNDT
 DP5017  HISTORY     - 20140521 GOOD             MNDT
 DP5017  HISTORY     - 20160607 GOOD             MNDT
 DP5017  HISTORY     - 20220803 GOOD             MNDT
 DP5017
 DP5017                          STATION DESCRIPTION
 DP5017
 DP5017'DESCRIBED BY MN DEPT OF TRANSP 2014
 DP5017'1.0 MILE EAST OF EAGLE LAKE, 0.25 MILE EAST ALONG TRUNK HIGHWAY 14
 DP5017'FROM JUNCTION TRUNK HIGHWAY 14 AND COUNTY ROAD 17 OR PARKWAY AVENUE IN
 DP5017'EAGLE LAKE, AT TRUNK HIGHWAY 14 MILEPOST 138.8, 33.0 FEET SOUTH OF
 DP5017'EASTBOUND TRUNK HIGHWAY 14 OR TRUNK HIGHWAY 60 FOG LINE, 1.5 FEET
 DP5017'NORTH OF WITNESS POST.
 DP5017
 DP5017                          STATION RECOVERY (2014)
 DP5017
 DP5017'RECOVERY NOTE BY MN DEPT OF TRANSP 2014 (KAS)
 DP5017'NOTE - THE STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM
 DP5017'ROD DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION REMOVABLE
 DP5017'DISK SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH
 DP5017'PVC PIPE BACK FILLED WITH WASHED SAND.
 DP5017
 DP5017                          STATION RECOVERY (2016)
 DP5017
 DP5017'RECOVERY NOTE BY MN DEPT OF TRANSP 2016 (MAS)
 DP5017'RECOVERED IN GOOD CONDITION.
 DP5017
 DP5017                          STATION RECOVERY (2022)
 DP5017
 DP5017'RECOVERY NOTE BY MN DEPT OF TRANSP 2022 (KMS)
 DP5017'1.0 MI (1.6 KM) EAST OF EAGLE LAKE, 0.25 MI (0.40 KM) EAST ALONG TRUNK
 DP5017'HIGHWAY 14 FROM THE JUNCTION OF TRUNK HIGHWAY 14 AND COUNTY ROAD 17
 DP5017'(PARKWAY AVENUE) IN EAGLE LAKE, AT TRUNK HIGHWAY 14 MILE POINT 138.8,
 DP5017'33.0 FT (10.1 M) SOUTH OF AN EASTBOUND TRUNK HIGHWAY 14/TRUNK HIGHWAY
 DP5017'60 FOG LINE, 1.5 FT (0.5 M) NORTH OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DP9090 ***********************************************************************
 DP9090  DESIGNATION -  0702 AP
 DP9090  PID         -  DP9090
 DP9090  STATE/COUNTY-  MN/BLUE EARTH
 DP9090  COUNTRY     -  US
 DP9090  USGS QUAD   -  MADISON LAKE (2019)
 DP9090
 DP9090                         *CURRENT SURVEY CONTROL
 DP9090  ______________________________________________________________________
 DP9090* NAD 83(1986) POSITION- 44 09 28.99   (N) 093 50 53.45   (W)   HD_HELD1
 DP9090* NAVD 88 ORTHO HEIGHT -   309.978 (meters)     1016.99  (feet) ADJUSTED
 DP9090  ______________________________________________________________________
 DP9090  GEOID HEIGHT    -        -28.652 (meters)                     GEOID18
 DP9090  DYNAMIC HEIGHT  -        309.922 (meters)     1016.80  (feet) COMP
 DP9090  MODELED GRAVITY -    980,428.5   (mgal)                       NAVD 88
 DP9090
 DP9090  VERT ORDER      -  SECOND    CLASS I
 DP9090
 DP9090.The horizontal coordinates were determined by differentially corrected
 DP9090.hand held GPS observations or other comparable positioning techniques
 DP9090.and have an estimated accuracy of +/- 3 meters.
 DP9090
 DP9090.The orthometric height was determined by differential leveling and
 DP9090.adjusted by the NATIONAL GEODETIC SURVEY
 DP9090.in May 2019.
 DP9090
 DP9090.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP9090.GEOID18 height accuracy estimate available here.
 DP9090
 DP9090.Click photographs - Photos may exist for this station.
 DP9090
 DP9090.The dynamic height is computed by dividing the NAVD 88
 DP9090.geopotential number by the normal gravity value computed on the
 DP9090.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP9090.degrees latitude (g = 980.6199 gals.).
 DP9090
 DP9090.The modeled gravity was interpolated from observed gravity values.
 DP9090
 DP9090;                    North         East    Units  Estimated Accuracy
 DP9090;SPC MN S     -   228,684.3     812,143.8     MT  (+/- 3 meters HH1 GPS) 
 DP9090
 DP9090_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVJ3217889777(NAD 83)
 DP9090
 DP9090                          SUPERSEDED SURVEY CONTROL
 DP9090
 DP9090  NAVD 88 (05/17/16)  309.981  (m)         1017.00   (f) SUPERSEDED  2 1
 DP9090
 DP9090.Superseded values are not recommended for survey control.
 DP9090
 DP9090.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DP9090.See file dsdata.pdf to determine how the superseded data were derived.
 DP9090
 DP9090_MARKER: I = METAL ROD
 DP9090_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DP9090_STAMPING: 0702 AP 2014
 DP9090_MARK LOGO: MNDT
 DP9090_PROJECTION: RECESSED 5 CENTIMETERS
 DP9090_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DP9090_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DP9090_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP9090+SATELLITE: SATELLITE OBSERVATIONS - August 03, 2022
 DP9090_ROD/PIPE-DEPTH: 9.1 meters
 DP9090
 DP9090  HISTORY     - Date     Condition        Report By
 DP9090  HISTORY     - 20140513 MONUMENTED       MNDT
 DP9090  HISTORY     - 20160607 GOOD             MNDT
 DP9090  HISTORY     - 20220803 GOOD             MNDT
 DP9090
 DP9090                          STATION DESCRIPTION
 DP9090
 DP9090'DESCRIBED BY MN DEPT OF TRANSP 2014
 DP9090'THE STATION IS LOCATED ABOUT 7.5 MI (12.1 KM) EAST OF MANKATO, 5.3 MI
 DP9090'(8.5 KM) NORTH OF SAINT CLAIR AND 3.6 MI (5.8 KM) SOUTH-SOUTHWEST OF
 DP9090'MADISON LAKE.
 DP9090'
 DP9090'TO REACH THE MARK GO 1.0 MI (1.6 KM) WEST ALONG TRUNK HIGHWAY 14 FROM
 DP9090'THE JUNCTION OF TRUNK HIGHWAY 14 AND TRUNK HIGHWAY 60(JUNCTION IS 3.0
 DP9090'MI (4.8 KM) EAST OF EAGLE LAKE), AT TRUNK HIGHWAY 14 MILE POINT
 DP9090'139.60.
 DP9090'
 DP9090'THE MARK IS LOCATED 95.7 FT (29.2 M) NORTH OF WESTBOUND TRUNK HIGHWAY
 DP9090'14/60, 88.5 FT (27.0 M) EAST OF 610TH AVENUE, 23.5 FT (7.2 M)
 DP9090'SOUTHEAST OF RIGHT-OF-WAY POST, 1.5 FT (0.5 M) SOUTH OF A WITNESS
 DP9090'POST.
 DP9090'
 DP9090'NOTE - THE STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM
 DP9090'ROD DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION REMOVABLE
 DP9090'DISK SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH
 DP9090'PVC PIPE BACK FILLED WITH WASHED SAND.
 DP9090
 DP9090                          STATION RECOVERY (2016)
 DP9090
 DP9090'RECOVERY NOTE BY MN DEPT OF TRANSP 2016 (MAS)
 DP9090'RECOVERED IN GOOD CONDITION.
 DP9090
 DP9090                          STATION RECOVERY (2022)
 DP9090
 DP9090'RECOVERY NOTE BY MN DEPT OF TRANSP 2022 (KMS)
 DP9090'2.0 MI (3.2 KM) EAST OF EAGLE LAKE, 1.0 MI (1.6 KM) WEST ALONG TRUNK
 DP9090'HIGHWAY 14 FROM THE JUNCTION OF TRUNK HIGHWAY 14 AND TRUNK HIGHWAY 60
 DP9090'(THE JUNCTION IS 3.0 MI (4.8 KM) EAST OF EAGLE LAKE), AT TRUNK HIGHWAY
 DP9090'14 MILE POINT 139.60, 95.7 FT (29.2 M) NORTH OF WESTBOUND TRUNK
 DP9090'HIGHWAY 60, 88.5 FT (27.0 M) EAST OF 610TH AVENUE, 23.5 FT (7.2 M)
 DP9090'SOUTHEAST OF A RIGHT-OF-WAY POST, 1.5 FT (0.5 M) SOUTH OF A WITNESS
 DP9090'POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DP9092 ***********************************************************************
 DP9092  DESIGNATION -  0702 AQ
 DP9092  PID         -  DP9092
 DP9092  STATE/COUNTY-  MN/BLUE EARTH
 DP9092  COUNTRY     -  US
 DP9092  USGS QUAD   -  MADISON LAKE (2019)
 DP9092
 DP9092                         *CURRENT SURVEY CONTROL
 DP9092  ______________________________________________________________________
 DP9092* NAD 83(1986) POSITION- 44 09 00.39   (N) 093 48 29.45   (W)   HD_HELD1
 DP9092* NAVD 88 ORTHO HEIGHT -   314.244 (meters)     1030.98  (feet) ADJUSTED
 DP9092  ______________________________________________________________________
 DP9092  GEOID HEIGHT    -        -28.730 (meters)                     GEOID18
 DP9092  DYNAMIC HEIGHT  -        314.185 (meters)     1030.79  (feet) COMP
 DP9092  MODELED GRAVITY -    980,420.8   (mgal)                       NAVD 88
 DP9092
 DP9092  VERT ORDER      -  SECOND    CLASS I
 DP9092
 DP9092.The horizontal coordinates were determined by differentially corrected
 DP9092.hand held GPS observations or other comparable positioning techniques
 DP9092.and have an estimated accuracy of +/- 3 meters.
 DP9092
 DP9092.The orthometric height was determined by differential leveling and
 DP9092.adjusted by the NATIONAL GEODETIC SURVEY
 DP9092.in May 2016.
 DP9092
 DP9092.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP9092.GEOID18 height accuracy estimate available here.
 DP9092
 DP9092.Click photographs - Photos may exist for this station.
 DP9092
 DP9092.The dynamic height is computed by dividing the NAVD 88
 DP9092.geopotential number by the normal gravity value computed on the
 DP9092.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP9092.degrees latitude (g = 980.6199 gals.).
 DP9092
 DP9092.The modeled gravity was interpolated from observed gravity values.
 DP9092
 DP9092;                    North         East    Units  Estimated Accuracy
 DP9092;SPC MN S     -   227,808.3     815,345.3     MT  (+/- 3 meters HH1 GPS) 
 DP9092
 DP9092_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVJ3536888862(NAD 83)
 DP9092
 DP9092                          SUPERSEDED SURVEY CONTROL
 DP9092
 DP9092.No superseded survey control is available for this station.
 DP9092
 DP9092_MARKER: I = METAL ROD
 DP9092_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DP9092_STAMPING: 0702 AQ 2014
 DP9092_MARK LOGO: MNDT
 DP9092_PROJECTION: RECESSED 5 CENTIMETERS
 DP9092_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DP9092_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DP9092_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP9092+SATELLITE: SATELLITE OBSERVATIONS - August 03, 2022
 DP9092_ROD/PIPE-DEPTH: 7.3 meters
 DP9092
 DP9092  HISTORY     - Date     Condition        Report By
 DP9092  HISTORY     - 20140513 MONUMENTED       MNDT
 DP9092  HISTORY     - 20160607 GOOD             MNDT
 DP9092  HISTORY     - 20220803 GOOD             MNDT
 DP9092
 DP9092                          STATION DESCRIPTION
 DP9092
 DP9092'DESCRIBED BY MN DEPT OF TRANSP 2014
 DP9092'THE STATION IS LOCATED ABOUT 5.5 MI (8.8 KM) WEST-NORTHWEST OF
 DP9092'JANESVILLE, 5.3 MI (8.5 KM) NORTH-NORTHEAST OF SAINT CLAIR AND 3.8 MI
 DP9092'(6.1 KM) SOUTH OF MADISON LAKE.
 DP9092'
 DP9092'TO REACH THE MARK GO 6.15 MI (9.9 KM) NORTHWEST ALONG TRUNK HIGHWAY 14
 DP9092'FROM THE JUNCTION TRUNK HIGHWAY 14 AND COUNTY ROAD 3 IN JANESVILLE, AT
 DP9092'TRUNK HIGHWAY 14 MILE POINT 141.65, 0.2 MI (0.3 KM) WEST OF COUNTY
 DP9092'ROAD 48/620TH AVENUE.
 DP9092'
 DP9092'THE MARK IS LOCATED 31.0 FT (9.4 M) SOUTH-SOUTHWEST OF EASTBOUND TRUNK
 DP9092'HIGHWAY 14 FOG LINE, 56.7 FT (17.3 M) NORTHEAST OF RIGHT-OF-WAY POST,
 DP9092'1.5 FT (0.5 M) NORTH-NORTHEAST OF A WITNESS POST.
 DP9092'
 DP9092'NOTE - THE STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM
 DP9092'ROD DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION REMOVABLE
 DP9092'DISK SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH
 DP9092'PVC PIPE BACK FILLED WITH WASHED SAND.
 DP9092
 DP9092                          STATION RECOVERY (2016)
 DP9092
 DP9092'RECOVERY NOTE BY MN DEPT OF TRANSP 2016 (MAS)
 DP9092'THE MARK IS LOCATED ABOUT 5.6 MI (9.0 KM) WEST-NORTHWEST OF
 DP9092'JANESVILLE, 6.15 MI (9.90 KM) NORTHWEST ALONG TRUNK HIGHWAY 14 FROM
 DP9092'THE JUNCTION TRUNK HIGHWAY 14 AND COUNTY ROAD 3 IN JANESVILLE, AT
 DP9092'TRUNK HIGHWAY 14 MILE POINT 141.65, 0.2 MI (0.3 KM) WEST OF COUNTY
 DP9092'ROAD 48(620TH AVENUE), 31.0 FT (9.4 M) SOUTH-SOUTHWEST OF EASTBOUND
 DP9092'TRUNK HIGHWAY 14 FOG LINE, 56.7 FT (17.3 M) NORTHEAST OF RIGHT-OF-WAY
 DP9092'POST, 1.5 FT (0.5 M) NORTH-NORTHEAST OF A WITNESS POST.
 DP9092
 DP9092                          STATION RECOVERY (2022)
 DP9092
 DP9092'RECOVERY NOTE BY MN DEPT OF TRANSP 2022 (KMS)
 DP9092'5.6 MI (9.0 KM) WEST-NORTHWEST OF JANESVILLE, 6.15 MI (9.90 KM)
 DP9092'NORTHWEST ALONG TRUNK HIGHWAY 14 FROM THE JUNCTION OF TRUNK HIGHWAY 14
 DP9092'AND COUNTY ROAD 3 IN JANESVILLE, AT TRUNK HIGHWAY 14 MILE POINT
 DP9092'141.65, 0.2 MI (0.3 KM) WEST OF COUNTY ROAD 48 (620TH AVENUE), 31.0 FT
 DP9092'(9.4 M) SOUTH-SOUTHWEST OF EASTBOUND TRUNK HIGHWAY 14 FOG LINE, 56.7
 DP9092'FT (17.3 M) NORTHEAST OF A RIGHT-OF-WAY POST, 1.5 FT (0.5 M)
 DP9092'NORTH-NORTHEAST OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DP5018 ***********************************************************************
 DP5018  DESIGNATION -  0702 AR
 DP5018  PID         -  DP5018
 DP5018  STATE/COUNTY-  MN/BLUE EARTH
 DP5018  COUNTRY     -  US
 DP5018  USGS QUAD   -  MADISON LAKE (2019)
 DP5018
 DP5018                         *CURRENT SURVEY CONTROL
 DP5018  ______________________________________________________________________
 DP5018* NAD 83(2011) POSITION- 44 08 44.40913(N) 093 47 21.87272(W)   ADJUSTED
 DP5018* NAD 83(2011) ELLIP HT-   284.571 (meters)        (10/15/14)   ADJUSTED
 DP5018* NAD 83(2011) EPOCH   -  2010.00
 DP5018* NAVD 88 ORTHO HEIGHT -   313.330 (meters)     1027.98  (feet) ADJUSTED
 DP5018  ______________________________________________________________________
 DP5018  GEOID HEIGHT    -        -28.761 (meters)                     GEOID18
 DP5018  NAD 83(2011) X  -   -302,981.981 (meters)                     COMP
 DP5018  NAD 83(2011) Y  - -4,574,399.224 (meters)                     COMP
 DP5018  NAD 83(2011) Z  -  4,419,918.624 (meters)                     COMP
 DP5018  LAPLACE CORR    -         -3.07  (seconds)                    DEFLEC18
 DP5018  DYNAMIC HEIGHT  -        313.270 (meters)     1027.79  (feet) COMP
 DP5018  MODELED GRAVITY -    980,417.7   (mgal)                       NAVD 88
 DP5018
 DP5018  VERT ORDER      -  SECOND    CLASS I
 DP5018
 DP5018  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DP5018  Standards:
 DP5018         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DP5018            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DP5018  -------------------------------------------------------------------
 DP5018  NETWORK    0.54   1.27           0.23   0.21   0.65      0.17987613
 DP5018  -------------------------------------------------------------------
 DP5018  Click here for local accuracies and other accuracy information.
 DP5018
 DP5018.The horizontal coordinates were established by GPS observations
 DP5018.and adjusted by the MN DEPT OF TRANSP in October 2014.
 DP5018
 DP5018.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DP5018.been affixed to the stable North American tectonic plate. See 
 DP5018.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DP5018
 DP5018.The horizontal coordinates are valid at the epoch date displayed above
 DP5018.which is a decimal equivalence of Year/Month/Day.
 DP5018
 DP5018.The orthometric height was determined by differential leveling and
 DP5018.adjusted by the NATIONAL GEODETIC SURVEY
 DP5018.in May 2016.
 DP5018
 DP5018.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP5018.GEOID18 height accuracy estimate available here.
 DP5018
 DP5018.Click photographs - Photos may exist for this station.
 DP5018
 DP5018.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DP5018
 DP5018.The Laplace correction was computed from DEFLEC18 derived deflections.
 DP5018
 DP5018.The ellipsoidal height was determined by GPS observations
 DP5018.and is referenced to NAD 83.
 DP5018
 DP5018.The dynamic height is computed by dividing the NAVD 88
 DP5018.geopotential number by the normal gravity value computed on the
 DP5018.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP5018.degrees latitude (g = 980.6199 gals.).
 DP5018
 DP5018.The modeled gravity was interpolated from observed gravity values.
 DP5018
 DP5018. The following values were computed from the NAD 83(2011) position.
 DP5018
 DP5018;                    North         East     Units Scale Factor Converg.
 DP5018;SPC MN S     -   227,318.759   816,848.306   MT  0.99994122   +0 08 51.4
 DP5018;SPC MN S     -   745,794.96  2,679,943.15   sFT  0.99994122   +0 08 51.4
 DP5018;UTM  15      - 4,888,355.138   436,864.819   MT  0.99964902   -0 32 59.4
 DP5018
 DP5018!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DP5018!SPC MN S     -   0.99995538  x   0.99994122  =   0.99989660
 DP5018!UTM  15      -   0.99995538  x   0.99964902  =   0.99960442
 DP5018
 DP5018_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVJ3686488355(NAD 83)
 DP5018
 DP5018                          SUPERSEDED SURVEY CONTROL
 DP5018
 DP5018.No superseded survey control is available for this station.
 DP5018
 DP5018_MARKER: I = METAL ROD
 DP5018_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DP5018_STAMPING: 0702 AR 2014
 DP5018_MARK LOGO: MNDT
 DP5018_PROJECTION: RECESSED 5 CENTIMETERS
 DP5018_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DP5018_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DP5018_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP5018+SATELLITE: SATELLITE OBSERVATIONS - August 22, 2022
 DP5018_ROD/PIPE-DEPTH: 8.8 meters
 DP5018
 DP5018  HISTORY     - Date     Condition        Report By
 DP5018  HISTORY     - 20140514 MONUMENTED       MNDT
 DP5018  HISTORY     - 20140521 GOOD             MNDT
 DP5018  HISTORY     - 20160607 GOOD             MNDT
 DP5018  HISTORY     - 20220822 GOOD             MNDT
 DP5018
 DP5018                          STATION DESCRIPTION
 DP5018
 DP5018'DESCRIBED BY MN DEPT OF TRANSP 2014
 DP5018'4.6 MILES WEST NORTHWEST OF JANESVILLE, 5.15 MILES NORTHWEST ALONG
 DP5018'TRUNK HIGHWAY 14 FROM JUNCTION OF TRUNK HIGHWAY 14 AND COUNTY ROAD 3
 DP5018'IN JANESVILLE, AT TRUNK HIGHWAY 14 MILE POINT 142.6, 31.4 FEET SOUTH-
 DP5018'SOUTHWEST  OF EASTBOUND TRUNK HIGHWAY 14 FOG LINE, 142.0 FEET
 DP5018'WEST-NORTHWEST OF 626TH AVENUE EXTENDED, 1.5 FEET NORTH-NORTHEAST OF
 DP5018'WITNESS POST.
 DP5018
 DP5018                          STATION RECOVERY (2014)
 DP5018
 DP5018'RECOVERY NOTE BY MN DEPT OF TRANSP 2014 (KAS)
 DP5018'RECOVERED AS DESCRIBED.
 DP5018'
 DP5018'NOTE - THE STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM
 DP5018'ROD DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION REMOVABLE
 DP5018'DISK SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH
 DP5018'PVC PIPE BACK FILLED WITH WASHED SAND.
 DP5018
 DP5018                          STATION RECOVERY (2016)
 DP5018
 DP5018'RECOVERY NOTE BY MN DEPT OF TRANSP 2016 (MAS)
 DP5018'THE MARK IS LOCATED ABOUT 4.6 MI (7.4 KM) WEST-NORTHWEST OF
 DP5018'JANESVILLE, 5.15 MI (8.29 KM) NORTHWEST ALONG TRUNK HIGHWAY 14 FROM
 DP5018'THE JUNCTION OF TRUNK HIGHWAY 14 AND COUNTY ROAD 3 IN JANESVILLE, AT
 DP5018'TRUNK HIGHWAY 14 MILE POINT 142.6, 31.4 FT (9.6 M) SOUTH-SOUTHWEST OF
 DP5018'EASTBOUND TRUNK HIGHWAY 14 FOG LINE, 142.0 FT (43.3 M) WEST-NORTHWEST
 DP5018'OF 626TH AVENUE EXTENDED, 1.5 FT (0.5 M) NORTH-NORTHEAST OF A WITNESS
 DP5018'POST.
 DP5018
 DP5018                          STATION RECOVERY (2022)
 DP5018
 DP5018'RECOVERY NOTE BY MN DEPT OF TRANSP 2022 (KMS)
 DP5018'4.6 MI (7.4 KM) WEST-NORTHWEST OF JANESVILLE, 5.15 MI (8.29 KM)
 DP5018'NORTHWEST ALONG TRUNK HIGHWAY 14 FROM THE JUNCTION OF TRUNK HIGHWAY 14
 DP5018'AND COUNTY ROAD 3 IN JANESVILLE, AT TRUNK HIGHWAY 14 MILE POINT 142.6,
 DP5018'31.4 FT (9.6 M) SOUTH-SOUTHWEST OF EASTBOUND TRUNK HIGHWAY 14 FOG
 DP5018'LINE, 142.0 FT (43.3 M) WEST-NORTHWEST OF 626TH AVENUE EXTENDED, 1.5
 DP5018'FT (0.5 M) NORTH-NORTHEAST OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 PQ0597 ***********************************************************************
 PQ0597  DESIGNATION -  0702 B 1
 PQ0597  PID         -  PQ0597
 PQ0597  STATE/COUNTY-  MN/BLUE EARTH
 PQ0597  COUNTRY     -  US
 PQ0597  USGS QUAD   -  MANKATO WEST (2019)
 PQ0597
 PQ0597                         *CURRENT SURVEY CONTROL
 PQ0597  ______________________________________________________________________
 PQ0597* NAD 83(1986) POSITION- 44 11 28.82   (N) 094 00 42.58   (W)   HD_HELD1
 PQ0597* NAVD 88 ORTHO HEIGHT -   244.621 (meters)      802.56  (feet) ADJUSTED
 PQ0597  ______________________________________________________________________
 PQ0597  GEOID HEIGHT    -        -28.299 (meters)                     GEOID18
 PQ0597  DYNAMIC HEIGHT  -        244.586 (meters)      802.45  (feet) COMP
 PQ0597  MODELED GRAVITY -    980,468.8   (mgal)                       NAVD 88
 PQ0597
 PQ0597  VERT ORDER      -  SECOND    CLASS I
 PQ0597
 PQ0597.The horizontal coordinates were determined by differentially corrected
 PQ0597.hand held GPS observations or other comparable positioning techniques
 PQ0597.and have an estimated accuracy of +/- 3 meters.
 PQ0597
 PQ0597.The orthometric height was determined by differential leveling and
 PQ0597.adjusted by the NATIONAL GEODETIC SURVEY
 PQ0597.in June 1995.
 PQ0597
 PQ0597.Significant digits in the geoid height do not necessarily reflect accuracy.
 PQ0597.GEOID18 height accuracy estimate available here.
 PQ0597
 PQ0597.Click photographs - Photos may exist for this station.
 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     -   232,371.4     799,054.5     MT  (+/- 3 meters HH1 GPS) 
 PQ0597
 PQ0597_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVJ1913893622(NAD 83)
 PQ0597
 PQ0597                          SUPERSEDED SURVEY CONTROL
 PQ0597
 PQ0597  NAVD 88 (06/15/91)  244.637  (m)          802.61   (f) SUPERSEDED  2 1
 PQ0597  NGVD 29 (??/??/92)  244.603  (m)          802.50   (f) ADJ UNCH    2 1
 PQ0597
 PQ0597.Superseded values are not recommended for survey control.
 PQ0597
 PQ0597.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PQ0597.See file dsdata.pdf to determine how the superseded data were derived.
 PQ0597
 PQ0597_MARKER: DB = BENCH MARK DISK
 PQ0597_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 PQ0597_SP_SET: BRIDGE PARAPET
 PQ0597_STAMPING: 0702 B 1 1977
 PQ0597_MARK LOGO: MNHD
 PQ0597_MAGNETIC: N = NO MAGNETIC MATERIAL
 PQ0597_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PQ0597_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PQ0597+SATELLITE: SATELLITE OBSERVATIONS - August 17, 2022
 PQ0597
 PQ0597  HISTORY     - Date     Condition        Report By
 PQ0597  HISTORY     - 1977     MONUMENTED       MNHD
 PQ0597  HISTORY     - 1978     GOOD             MNDT
 PQ0597  HISTORY     - 19870520 GOOD             MNDT
 PQ0597  HISTORY     - 20110613 GOOD             MNDT
 PQ0597  HISTORY     - 20220817 GOOD             MNDT
 PQ0597
 PQ0597                          STATION DESCRIPTION
 PQ0597
 PQ0597'DESCRIBED BY MN DEPT OF TRANSP 1978
 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.
 PQ0597
 PQ0597                          STATION RECOVERY (2011)
 PQ0597
 PQ0597'RECOVERY NOTE BY MN DEPT OF TRANSP 2011 (JBG)
 PQ0597'RECOVERED IN GOOD CONDITION.
 PQ0597
 PQ0597                          STATION RECOVERY (2022)
 PQ0597
 PQ0597'RECOVERY NOTE BY MN DEPT OF TRANSP 2022 (KMS)
 PQ0597'IN MANKATO, IN A CONCRETE RAILING AT THE SOUTHWEST CORNER OF TRUNK
 PQ0597'HIGHWAY 14 BRIDGE NUMBER 07011 OVER THE MINNESOTA RIVER, AT TRUNK
 PQ0597'HIGHWAY 14 MILE POINT 130.3, 1.4 MI (2.3 KM) WEST ALONG TRUNK HIGHWAY
 PQ0597'14 BYPASS FROM THE JUNCTION OF TRUNK HIGHWAY 14 FROM TRUNK HIGHWAY 22,
 PQ0597'AT THE WEST BANK OF THE MINNESOTA RIVER, 0.3 MI (0.5 KM) EAST OF THE
 PQ0597'JUNCTION OF TRUNK HIGHWAY 14 BYPASS AND TRUNK HIGHWAY 169, 33.0 FT
 PQ0597'(10.1 M) SOUTH OF EASTBOUND TRUNK HIGHWAY 14, 4.8 FT (1.5 M) EAST OF
 PQ0597'THE WEST END OF A RAILING.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 PQ0596 ***********************************************************************
 PQ0596  DESIGNATION -  0702 B 2
 PQ0596  PID         -  PQ0596
 PQ0596  STATE/COUNTY-  MN/BLUE EARTH
 PQ0596  COUNTRY     -  US
 PQ0596  USGS QUAD   -  MANKATO WEST (2019)
 PQ0596
 PQ0596                         *CURRENT SURVEY CONTROL
 PQ0596  ______________________________________________________________________
 PQ0596* NAD 83(1986) POSITION- 44 11 29.39   (N) 094 00 29.64   (W)   HD_HELD1
 PQ0596* NAVD 88 ORTHO HEIGHT -   249.386 (meters)      818.19  (feet) ADJUSTED
 PQ0596  ______________________________________________________________________
 PQ0596  GEOID HEIGHT    -        -28.306 (meters)                     GEOID18
 PQ0596  DYNAMIC HEIGHT  -        249.350 (meters)      818.08  (feet) COMP
 PQ0596  MODELED GRAVITY -    980,468.6   (mgal)                       NAVD 88
 PQ0596
 PQ0596  VERT ORDER      -  SECOND    CLASS I
 PQ0596
 PQ0596.The horizontal coordinates were determined by differentially corrected
 PQ0596.hand held GPS observations or other comparable positioning techniques
 PQ0596.and have an estimated accuracy of +/- 3 meters.
 PQ0596
 PQ0596.The orthometric height was determined by differential leveling and
 PQ0596.adjusted by the NATIONAL GEODETIC SURVEY
 PQ0596.in June 1991.
 PQ0596
 PQ0596.Significant digits in the geoid height do not necessarily reflect accuracy.
 PQ0596.GEOID18 height accuracy estimate available here.
 PQ0596
 PQ0596.Click photographs - Photos may exist for this station.
 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     -   232,389.0     799,341.8     MT  (+/- 3 meters HH1 GPS) 
 PQ0596
 PQ0596_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVJ1942693636(NAD 83)
 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
 PQ0596.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PQ0596.See file dsdata.pdf to determine how the superseded data were derived.
 PQ0596
 PQ0596_MARKER: DV = VERTICAL CONTROL DISK
 PQ0596_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 PQ0596_SP_SET: BRIDGE PARAPET
 PQ0596_STAMPING: 0702 B 2 1978
 PQ0596_MARK LOGO: MNHD
 PQ0596_MAGNETIC: N = NO MAGNETIC MATERIAL
 PQ0596_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PQ0596_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 PQ0596+SATELLITE: SATELLITE OBSERVATIONS - August 16, 2022
 PQ0596
 PQ0596  HISTORY     - Date     Condition        Report By
 PQ0596  HISTORY     - 19780401 MONUMENTED       MNHD
 PQ0596  HISTORY     - 19870520 GOOD             MNDT
 PQ0596  HISTORY     - 20140421 GOOD             MNDT
 PQ0596  HISTORY     - 20220816 GOOD             MNDT
 PQ0596
 PQ0596                          STATION DESCRIPTION
 PQ0596
 PQ0596'DESCRIBED BY MN HIGHWAY DEPT 1978
 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.
 PQ0596
 PQ0596                          STATION RECOVERY (2014)
 PQ0596
 PQ0596'RECOVERY NOTE BY MN DEPT OF TRANSP 2014 (MAS)
 PQ0596'IN MANKATO, IN BRIDGE RAILING IN NORTHEAST CORNER OF WESTBOUND TRUNK
 PQ0596'HIGHWAY 14 BRIDGE NUMBER 07011 OVER MINNESOTA RIVER, 0.45 MI (0.7 KM)
 PQ0596'EAST ALONG TRUNK HIGHWAY 14  FROM THE JUNCTION OF TRUNK HIGHWAY 14 AND
 PQ0596'TRUNK HIGHWAY 169, AT TRUNK HIGHWAY 14 MILE POINT 130.4, 24.7 FT (7.5
 PQ0596'M) NORTH OF WESTBOUND TRUNK HIGHWAY 14, 4.6 FT (1.4 M) WEST OF EAST
 PQ0596'END OF BRIDGE RAILING.
 PQ0596
 PQ0596                          STATION RECOVERY (2022)
 PQ0596
 PQ0596'RECOVERY NOTE BY MN DEPT OF TRANSP 2022 (KMS)
 PQ0596'IN MANKATO, IN A BRIDGE RAILING IN THE NORTHEAST CORNER OF WESTBOUND
 PQ0596'TRUNK HIGHWAY 14 BRIDGE NUMBER 07011 OVER THE MINNESOTA RIVER, 0.45 MI
 PQ0596'(0.72 KM) EAST ALONG TRUNK HIGHWAY 14 FROM THE JUNCTION OF TRUNK
 PQ0596'HIGHWAY 14 AND TRUNK HIGHWAY 169, AT TRUNK HIGHWAY 14 MILE POINT
 PQ0596'130.4, 24.7 FT (7.5 M) NORTH OF WESTBOUND TRUNK HIGHWAY 14, 4.6 FT
 PQ0596'(1.4 M) WEST OF THE EAST END OF A BRIDGE RAILING.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 PP2050 ***********************************************************************
 PP2050  DESIGNATION -  0702 C 1
 PP2050  PID         -  PP2050
 PP2050  STATE/COUNTY-  MN/BLUE EARTH
 PP2050  COUNTRY     -  US
 PP2050  USGS QUAD   -  MANKATO EAST (2019)
 PP2050
 PP2050                         *CURRENT SURVEY CONTROL
 PP2050  ______________________________________________________________________
 PP2050* NAD 83(1986) POSITION- 44 11 27.21   (N) 093 59 44.96   (W)   HD_HELD1
 PP2050* NAVD 88 ORTHO HEIGHT -   264.258 (meters)      866.99  (feet) ADJUSTED
 PP2050  ______________________________________________________________________
 PP2050  GEOID HEIGHT    -        -28.326 (meters)                     GEOID18
 PP2050  DYNAMIC HEIGHT  -        264.220 (meters)      866.86  (feet) COMP
 PP2050  MODELED GRAVITY -    980,467.4   (mgal)                       NAVD 88
 PP2050
 PP2050  VERT ORDER      -  SECOND    CLASS I
 PP2050
 PP2050.The horizontal coordinates were determined by differentially corrected
 PP2050.hand held GPS observations or other comparable positioning techniques
 PP2050.and have an estimated accuracy of +/- 3 meters.
 PP2050
 PP2050.The orthometric height was determined by differential leveling and
 PP2050.adjusted by the NATIONAL GEODETIC SURVEY
 PP2050.in June 1991.
 PP2050
 PP2050.Significant digits in the geoid height do not necessarily reflect accuracy.
 PP2050.GEOID18 height accuracy estimate available here.
 PP2050
 PP2050.Click photographs - Photos may exist for this station.
 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     -   232,321.7     800,334.0     MT  (+/- 3 meters HH1 GPS) 
 PP2050
 PP2050_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVJ2041793557(NAD 83)
 PP2050
 PP2050                          SUPERSEDED SURVEY CONTROL
 PP2050
 PP2050.No superseded survey control is available for this station.
 PP2050
 PP2050_MARKER: DV = VERTICAL CONTROL DISK
 PP2050_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 PP2050_SP_SET: BRIDGE PARAPET
 PP2050_STAMPING: 0702 C 1 1978
 PP2050_MARK LOGO: MNHD
 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 16, 2022
 PP2050
 PP2050  HISTORY     - Date     Condition        Report By
 PP2050  HISTORY     - 19780401 MONUMENTED       MNHD
 PP2050  HISTORY     - 19870520 GOOD             MNDT
 PP2050  HISTORY     - 19900820 GOOD             MNDT
 PP2050  HISTORY     - 20140421 GOOD             MNDT
 PP2050  HISTORY     - 20220816 GOOD             MNDT
 PP2050
 PP2050                          STATION DESCRIPTION
 PP2050
 PP2050'DESCRIBED BY MN HIGHWAY DEPT 1978
 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.
 PP2050
 PP2050                          STATION RECOVERY (2014)
 PP2050
 PP2050'RECOVERY NOTE BY MN DEPT OF TRANSP 2014 (MAS)
 PP2050'IN MANKATO, IN BRIDGE RAILING IN SOUTHEAST CORNER OF EASTBOUND TRUNK
 PP2050'HIGHWAY 14 BRIDGE NUMBER 07010 OVER COUNTY ROAD 5/ THIRD AVENUE, 0.7
 PP2050'MI (1.1 KM) WEST ALONG TRUNK HIGHWAY 14  FROM THE JUNCTION OF TRUNK
 PP2050'HIGHWAY 14 AND RIVERFRONT DRIVE IN MANKATO, AT TRUNK HIGHWAY 14 MILE
 PP2050'POINT 131.1 24.9 FT (7.6 M) SOUTH OF EASTBOUND TRUNK HIGHWAY 14, 1.3
 PP2050'FT (0.4 M) WEST OF EAST END OF BRIDGE RAILING.
 PP2050
 PP2050                          STATION RECOVERY (2022)
 PP2050
 PP2050'RECOVERY NOTE BY MN DEPT OF TRANSP 2022 (KMS)
 PP2050'IN MANKATO, IN A BRIDGE RAILING IN THE SOUTHEAST CORNER OF EASTBOUND
 PP2050'TRUNK HIGHWAY 14 BRIDGE NUMBER 07010 OVER COUNTY ROAD 5/ THIRD AVENUE,
 PP2050'0.7 MI (1.1 KM) WEST ALONG TRUNK HIGHWAY 14 FROM THE JUNCTION OF TRUNK
 PP2050'HIGHWAY 14 AND RIVERFRONT DRIVE IN MANKATO, AT TRUNK HIGHWAY 14 MILE
 PP2050'POINT 131.1 (0.65 MILE EAST OF TRUNK HIGHWAY 14 BRIDGE OVER THE
 PP2050'MINNESOTA RIVER), 24.9 FT (7.6 M) SOUTH OF EASTBOUND TRUNK HIGHWAY 14,
 PP2050'1.3 FT (0.4 M) WEST OF THE EAST END OF A BRIDGE RAILING.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 PP2051 ***********************************************************************
 PP2051  DESIGNATION -  0702 D 1
 PP2051  PID         -  PP2051
 PP2051  STATE/COUNTY-  MN/BLUE EARTH
 PP2051  COUNTRY     -  US
 PP2051  USGS QUAD   -  MANKATO EAST (2019)
 PP2051
 PP2051                         *CURRENT SURVEY CONTROL
 PP2051  ______________________________________________________________________
 PP2051* NAD 83(1986) POSITION- 44 11 23.32   (N) 093 59 16.48   (W)   HD_HELD1
 PP2051* NAVD 88 ORTHO HEIGHT -   261.197 (meters)      856.94  (feet) ADJUSTED
 PP2051  ______________________________________________________________________
 PP2051  GEOID HEIGHT    -        -28.340 (meters)                     GEOID18
 PP2051  DYNAMIC HEIGHT  -        261.158 (meters)      856.82  (feet) COMP
 PP2051  MODELED GRAVITY -    980,465.4   (mgal)                       NAVD 88
 PP2051
 PP2051  VERT ORDER      -  SECOND    CLASS I
 PP2051
 PP2051.The horizontal coordinates were determined by differentially corrected
 PP2051.hand held GPS observations or other comparable positioning techniques
 PP2051.and have an estimated accuracy of +/- 3 meters.
 PP2051
 PP2051.The orthometric height was determined by differential leveling and
 PP2051.adjusted by the NATIONAL GEODETIC SURVEY
 PP2051.in May 2016.
 PP2051
 PP2051.Significant digits in the geoid height do not necessarily reflect accuracy.
 PP2051.GEOID18 height accuracy estimate available here.
 PP2051
 PP2051.Click photographs - Photos may exist for this station.
 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     -   232,201.7     800,966.4     MT  (+/- 3 meters HH1 GPS) 
 PP2051
 PP2051_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVJ2104793429(NAD 83)
 PP2051
 PP2051                          SUPERSEDED SURVEY CONTROL
 PP2051
 PP2051  NAVD 88 (06/15/91)  261.191  (m)          856.92   (f) SUPERSEDED  2 1
 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
 PP2051.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PP2051.See file dsdata.pdf to determine how the superseded data were derived.
 PP2051
 PP2051_MARKER: DV = VERTICAL CONTROL DISK
 PP2051_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 PP2051_SP_SET: BRIDGE ABUTMENT
 PP2051_STAMPING: 0702 D 1 1978
 PP2051_MARK LOGO: MNHD
 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 17, 2022
 PP2051
 PP2051  HISTORY     - Date     Condition        Report By
 PP2051  HISTORY     - 1978     MONUMENTED       MNHD
 PP2051  HISTORY     - 19900820 GOOD             MNDT
 PP2051  HISTORY     - 20140421 GOOD             MNDT
 PP2051  HISTORY     - 20220817 GOOD             MNDT
 PP2051
 PP2051                          STATION DESCRIPTION
 PP2051
 PP2051'DESCRIBED BY MN HIGHWAY DEPT 1978
 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.
 PP2051
 PP2051                          STATION RECOVERY (2014)
 PP2051
 PP2051'RECOVERY NOTE BY MN DEPT OF TRANSP 2014 (MAS)
 PP2051'RECOVERED AS DESCRIBED.
 PP2051
 PP2051                          STATION RECOVERY (2022)
 PP2051
 PP2051'RECOVERY NOTE BY MN DEPT OF TRANSP 2022 (KMS)
 PP2051'IN MANKATO, 0.3 MI (0.5 KM) WEST ALONG TRUNK HIGHWAY 14 FROM THE
 PP2051'JUNCTION OF TRUNK HIGHWAY 14 AND RIVERFRONT DRIVE IN MANKATO, IN THE
 PP2051'SOUTHEAST ABUTMENT OF TRUNK HIGHWAY 14 BRIDGE NUMBER 07016 OVER A
 PP2051'RAILROAD, 1.0 MI (1.6 KM) EAST OF THE MINNESOTA RIVER BRIDGE, 37.8 FT
 PP2051'(11.5 M) SOUTH OF EASTBOUND TRUNK HIGHWAY 14, AT TRUNK HIGHWAY 14 MILE
 PP2051'POINT 131.4.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 PP2052 ***********************************************************************
 PP2052  DESIGNATION -  0702 E 1
 PP2052  PID         -  PP2052
 PP2052  STATE/COUNTY-  MN/BLUE EARTH
 PP2052  COUNTRY     -  US
 PP2052  USGS QUAD   -  MANKATO EAST (2019)
 PP2052
 PP2052                         *CURRENT SURVEY CONTROL
 PP2052  ______________________________________________________________________
 PP2052* NAD 83(1986) POSITION- 44 11 17.71   (N) 093 58 54.66   (W)   HD_HELD1
 PP2052* NAVD 88 ORTHO HEIGHT -   265.136 (meters)      869.87  (feet) ADJUSTED
 PP2052  ______________________________________________________________________
 PP2052  GEOID HEIGHT    -        -28.350 (meters)                     GEOID18
 PP2052  DYNAMIC HEIGHT  -        265.097 (meters)      869.74  (feet) COMP
 PP2052  MODELED GRAVITY -    980,463.8   (mgal)                       NAVD 88
 PP2052
 PP2052  VERT ORDER      -  SECOND    CLASS I
 PP2052
 PP2052.The horizontal coordinates were determined by differentially corrected
 PP2052.hand held GPS observations or other comparable positioning techniques
 PP2052.and have an estimated accuracy of +/- 3 meters.
 PP2052
 PP2052.The orthometric height was determined by differential leveling and
 PP2052.adjusted by the NATIONAL GEODETIC SURVEY
 PP2052.in June 1991.
 PP2052
 PP2052.Significant digits in the geoid height do not necessarily reflect accuracy.
 PP2052.GEOID18 height accuracy estimate available here.
 PP2052
 PP2052.Click photographs - Photos may exist for this station.
 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     -   232,028.6     801,451.0     MT  (+/- 3 meters HH1 GPS) 
 PP2052
 PP2052_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVJ2153093250(NAD 83)
 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
 PP2052.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PP2052.See file dsdata.pdf to determine how the superseded data were derived.
 PP2052
 PP2052_MARKER: DV = VERTICAL CONTROL DISK
 PP2052_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 PP2052_SP_SET: BRIDGE ABUTMENT
 PP2052_STAMPING: 0702 E 1 1978
 PP2052_MARK LOGO: MNHD
 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 17, 2022
 PP2052
 PP2052  HISTORY     - Date     Condition        Report By
 PP2052  HISTORY     - 1978     MONUMENTED       MNHD
 PP2052  HISTORY     - 1980     GOOD             MNDT
 PP2052  HISTORY     - 19900820 GOOD             MNDT
 PP2052  HISTORY     - 20140421 GOOD             MNDT
 PP2052  HISTORY     - 20220817 GOOD             MNDT
 PP2052
 PP2052                          STATION DESCRIPTION
 PP2052
 PP2052'DESCRIBED BY MN HIGHWAY DEPT 1978
 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.
 PP2052
 PP2052                          STATION RECOVERY (2014)
 PP2052
 PP2052'RECOVERY NOTE BY MN DEPT OF TRANSP 2014 (KMS)
 PP2052'RECOVERED AS DESCRIBED.
 PP2052
 PP2052                          STATION RECOVERY (2022)
 PP2052
 PP2052'RECOVERY NOTE BY MN DEPT OF TRANSP 2022 (KMS)
 PP2052'IN MANKATO, AT THE JUNCTION OF TRUNK HIGHWAY 14 AND RIVERFRONT DRIVE,
 PP2052'IN THE SOUTHEAST ABUTMENT OF TRUNK HIGHWAY 14 BRIDGE NUMBER 07018 OVER
 PP2052'RIVERFRONT DRIVE, 1.3 MI (2.1 KM) EAST OF THE MINNESOTA RIVER BRIDGE,
 PP2052'24.5 FT (7.5 M) SOUTH OF EASTBOUND TRUNK HIGHWAY 14, AT TRUNK HIGHWAY
 PP2052'14 MILE POINT 131.7.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 PP2054 ***********************************************************************
 PP2054  DESIGNATION -  0702 F 1
 PP2054  PID         -  PP2054
 PP2054  STATE/COUNTY-  MN/BLUE EARTH
 PP2054  COUNTRY     -  US
 PP2054  USGS QUAD   -  MANKATO EAST (2019)
 PP2054
 PP2054                         *CURRENT SURVEY CONTROL
 PP2054  ______________________________________________________________________
 PP2054* NAD 83(1986) POSITION- 44 10 45.54   (N) 093 57 56.89   (W)   HD_HELD1
 PP2054* NAVD 88 ORTHO HEIGHT -   311.081 (meters)     1020.60  (feet) ADJUSTED
 PP2054  ______________________________________________________________________
 PP2054  GEOID HEIGHT    -        -28.382 (meters)                     GEOID18
 PP2054  DYNAMIC HEIGHT  -        311.034 (meters)     1020.45  (feet) COMP
 PP2054  MODELED GRAVITY -    980,457.5   (mgal)                       NAVD 88
 PP2054
 PP2054  VERT ORDER      -  SECOND    CLASS I
 PP2054
 PP2054.The horizontal coordinates were determined by differentially corrected
 PP2054.hand held GPS observations or other comparable positioning techniques
 PP2054.and have an estimated accuracy of +/- 3 meters.
 PP2054
 PP2054.The orthometric height was determined by differential leveling and
 PP2054.adjusted by the NATIONAL GEODETIC SURVEY
 PP2054.in June 1991.
 PP2054
 PP2054.Significant digits in the geoid height do not necessarily reflect accuracy.
 PP2054.GEOID18 height accuracy estimate available here.
 PP2054
 PP2054.Click photographs - Photos may exist for this station.
 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     -   231,036.2     802,734.4     MT  (+/- 3 meters HH1 GPS) 
 PP2054
 PP2054_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVJ2280192242(NAD 83)
 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
 PP2054.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PP2054.See file dsdata.pdf to determine how the superseded data were derived.
 PP2054
 PP2054_MARKER: DV = VERTICAL CONTROL DISK
 PP2054_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 PP2054_SP_SET: BRIDGE ABUTMENT
 PP2054_STAMPING: 0702 F 1 1978
 PP2054_MARK LOGO: MNHD
 PP2054_MAGNETIC: N = NO MAGNETIC MATERIAL
 PP2054_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PP2054_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 PP2054+SATELLITE: SATELLITE OBSERVATIONS - August 16, 2022
 PP2054
 PP2054  HISTORY     - Date     Condition        Report By
 PP2054  HISTORY     - 1978     MONUMENTED       MNHD
 PP2054  HISTORY     - 19861007 GOOD             MNDT
 PP2054  HISTORY     - 19880620 GOOD             MNDT
 PP2054  HISTORY     - 20140421 GOOD             MNDT
 PP2054  HISTORY     - 20190619 GOOD             MNDT
 PP2054  HISTORY     - 20220816 GOOD             MNDT
 PP2054
 PP2054                          STATION DESCRIPTION
 PP2054
 PP2054'DESCRIBED BY MN HIGHWAY DEPT 1978
 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'RECOVERED IN GOOD CONDITION.
 PP2054
 PP2054                          STATION RECOVERY (2014)
 PP2054
 PP2054'RECOVERY NOTE BY MN DEPT OF TRANSP 2014 (KMS)
 PP2054'RECOVERED AS DESCRIBED.
 PP2054
 PP2054                          STATION RECOVERY (2019)
 PP2054
 PP2054'RECOVERY NOTE BY MN DEPT OF TRANSP 2019 (TJD)
 PP2054'RECOVERED IN GOOD CONDITION.
 PP2054
 PP2054                          STATION RECOVERY (2022)
 PP2054
 PP2054'RECOVERY NOTE BY MN DEPT OF TRANSP 2022 (KMS)
 PP2054'IN MANKATO, 1.1 MI (1.8 KM) EAST ALONG TRUNK HIGHWAY 14 FROM THE
 PP2054'JUNCTION OF TRUNK HIGHWAY 14 AND RIVERFRONT DRIVE, IN THE NORTHEAST
 PP2054'END OF THE SOUTHEAST ABUTMENT OF WESTBOUND TRUNK HIGHWAY 14 BRIDGE
 PP2054'NUMBER 07019, AT TRUNK HIGHWAY 14 MILE POINT 132.85, 36.3 FT (11.1 M)
 PP2054'NORTHEAST OF WESTBOUND TRUNK HIGHWAY 14.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 PP2055 ***********************************************************************
 PP2055  DESIGNATION -  0702 G 1
 PP2055  PID         -  PP2055
 PP2055  STATE/COUNTY-  MN/BLUE EARTH
 PP2055  COUNTRY     -  US
 PP2055  USGS QUAD   -  MANKATO EAST (2019)
 PP2055
 PP2055                         *CURRENT SURVEY CONTROL
 PP2055  ______________________________________________________________________
 PP2055* NAD 83(1986) POSITION- 44 10 26.64   (N) 093 56 57.97   (W)   HD_HELD1
 PP2055* NAVD 88 ORTHO HEIGHT -   307.473 (meters)     1008.77  (feet) ADJUSTED
 PP2055  ______________________________________________________________________
 PP2055  GEOID HEIGHT    -        -28.419 (meters)                     GEOID18
 PP2055  DYNAMIC HEIGHT  -        307.425 (meters)     1008.61  (feet) COMP
 PP2055  MODELED GRAVITY -    980,452.2   (mgal)                       NAVD 88
 PP2055
 PP2055  VERT ORDER      -  SECOND    CLASS I
 PP2055
 PP2055.The horizontal coordinates were determined by differentially corrected
 PP2055.hand held GPS observations or other comparable positioning techniques
 PP2055.and have an estimated accuracy of +/- 3 meters.
 PP2055
 PP2055.The orthometric height was determined by differential leveling and
 PP2055.adjusted by the NATIONAL GEODETIC SURVEY
 PP2055.in June 1991.
 PP2055
 PP2055.Significant digits in the geoid height do not necessarily reflect accuracy.
 PP2055.GEOID18 height accuracy estimate available here.
 PP2055
 PP2055.Click photographs - Photos may exist for this station.
 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     -   230,453.5     804,043.4     MT  (+/- 3 meters HH1 GPS) 
 PP2055
 PP2055_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVJ2410291644(NAD 83)
 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
 PP2055.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PP2055.See file dsdata.pdf to determine how the superseded data were derived.
 PP2055
 PP2055_MARKER: DV = VERTICAL CONTROL DISK
 PP2055_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 PP2055_STAMPING: 0702 G 1 1978
 PP2055_MARK LOGO: MNHD
 PP2055_PROJECTION: FLUSH
 PP2055_MAGNETIC: I = MARKER IS A STEEL ROD
 PP2055_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PP2055_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 PP2055+SATELLITE: SATELLITE OBSERVATIONS - August 15, 2022
 PP2055_ROD/PIPE-DEPTH: 26.2 meters
 PP2055
 PP2055  HISTORY     - Date     Condition        Report By
 PP2055  HISTORY     - 19780401 MONUMENTED       MNHD
 PP2055  HISTORY     - 1980     GOOD             MNDT
 PP2055  HISTORY     - 19861007 GOOD             MNDT
 PP2055  HISTORY     - 19880620 GOOD             MNDT
 PP2055  HISTORY     - 20140421 GOOD             MNDT
 PP2055  HISTORY     - 20160915 GOOD             MNDT
 PP2055  HISTORY     - 20190618 GOOD             MNDT
 PP2055  HISTORY     - 20220815 GOOD             MNDT
 PP2055
 PP2055                          STATION DESCRIPTION
 PP2055
 PP2055'DESCRIBED BY MN HIGHWAY DEPT 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.
 PP2055
 PP2055                          STATION RECOVERY (2014)
 PP2055
 PP2055'RECOVERY NOTE BY MN DEPT OF TRANSP 2014 (KMS)
 PP2055'THE STATION IS LOCATED ABOUT 7.8 MI (12.6 KM) NORTHWEST OF SAINT
 PP2055'CLAIR, 7.0 MI (11.3 KM) WEST-SOUTHWEST OF MADISON LAKE AND 2.6 MI (4.2
 PP2055'KM) EAST-NORTHEAST OF MANKATO.
 PP2055'
 PP2055'TO REACH THE MARK AT THE JUNCTION OF TRUNK HIGHWAY 22 AND TRUNK
 PP2055'HIGHWAY 14/TRUNK HIGHWAY 60 IN MANKATO.
 PP2055'
 PP2055'THE MARK IS LOCATED 143.0 FT (43.6 M) SOUTH OF RAMP FROM EASTBOUND
 PP2055'TRUNK HIGHWAY 14 TO TRUNK HIGHWAY 60, 72.5 FT (22.1 M) WEST OF TRUNK
 PP2055'HIGHWAY 22, AT TRUNK HIGHWAY 22 MILE POINT 52.75, 3.5 FT (1.1 M) WEST
 PP2055'OF A FENCE CORNER, 1.9 FT (0.6 M) WEST OF RIGHT-OF-WAY POST, 0.6 FT
 PP2055'(18 CM) SOUTH OF A FENCE, 0.6 FT (18 CM) NORTHEAST OF A WITNESS POST.
 PP2055
 PP2055                          STATION RECOVERY (2016)
 PP2055
 PP2055'RECOVERY NOTE BY MN DEPT OF TRANSP 2016 (BJK)
 PP2055'RECOVERED AS DESCRIBED.
 PP2055
 PP2055                          STATION RECOVERY (2019)
 PP2055
 PP2055'RECOVERY NOTE BY MN DEPT OF TRANSP 2019 (TJD)
 PP2055'RECOVERED AS DESCRIBED.
 PP2055
 PP2055                          STATION RECOVERY (2022)
 PP2055
 PP2055'RECOVERY NOTE BY MN DEPT OF TRANSP 2022 (KMS)
 PP2055'IN MANKATO, AT THE JUNCTION OF TRUNK HIGHWAY 22 AND TRUNK HIGHWAY
 PP2055'14/TRUNK HIGHWAY 60 IN MANKATO, 143.0 FT (43.6 M) SOUTH OF A RAMP FROM
 PP2055'EASTBOUND TRUNK HIGHWAY 14 TO TRUNK HIGHWAY 60, 72.5 FT (22.1 M) WEST
 PP2055'OF TRUNK HIGHWAY 22, AT TRUNK HIGHWAY 22 MILE POINT 52.75, 3.5 FT (1.1
 PP2055'M) WEST OF A FENCE CORNER, 1.9 FT (0.6 M) WEST OF A RIGHT-OF-WAY POST,
 PP2055'0.6 FT (18 CM) SOUTH OF A FENCE, 0.6 FT (18 CM) NORTHEAST OF A WITNESS
 PP2055'POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 PP3505 ***********************************************************************
 PP3505  DESIGNATION -  0702 P
 PP3505  PID         -  PP3505
 PP3505  STATE/COUNTY-  MN/BLUE EARTH
 PP3505  COUNTRY     -  US
 PP3505  USGS QUAD   -  MANKATO EAST (2019)
 PP3505
 PP3505                         *CURRENT SURVEY CONTROL
 PP3505  ______________________________________________________________________
 PP3505* NAD 83(1986) POSITION- 44 10 00.58   (N) 093 55 22.11   (W)   HD_HELD1
 PP3505* NAVD 88 ORTHO HEIGHT -   311.277 (meters)     1021.25  (feet) ADJUSTED
 PP3505  ______________________________________________________________________
 PP3505  GEOID HEIGHT    -        -28.482 (meters)                     GEOID18
 PP3505  DYNAMIC HEIGHT  -        311.226 (meters)     1021.08  (feet) COMP
 PP3505  MODELED GRAVITY -    980,445.0   (mgal)                       NAVD 88
 PP3505
 PP3505  VERT ORDER      -  SECOND    CLASS I
 PP3505
 PP3505.The horizontal coordinates were determined by differentially corrected
 PP3505.hand held GPS observations or other comparable positioning techniques
 PP3505.and have an estimated accuracy of +/- 3 meters.
 PP3505
 PP3505.The orthometric height was determined by differential leveling and
 PP3505.adjusted by the NATIONAL GEODETIC SURVEY
 PP3505.in June 1995.
 PP3505
 PP3505.Significant digits in the geoid height do not necessarily reflect accuracy.
 PP3505.GEOID18 height accuracy estimate available here.
 PP3505
 PP3505.Click photographs - Photos may exist for this station.
 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     -   229,650.9     806,173.5     MT  (+/- 3 meters HH1 GPS) 
 PP3505
 PP3505_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVJ2622290816(NAD 83)
 PP3505
 PP3505                          SUPERSEDED SURVEY CONTROL
 PP3505
 PP3505.No superseded survey control is available for this station.
 PP3505
 PP3505_MARKER: DV = VERTICAL CONTROL DISK
 PP3505_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 PP3505_STAMPING: 0702 P 1988
 PP3505_MARK LOGO: MNDT
 PP3505_PROJECTION: RECESSED 5 CENTIMETERS
 PP3505_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 PP3505_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PP3505_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 PP3505+SATELLITE: SATELLITE OBSERVATIONS - August 02, 2022
 PP3505
 PP3505  HISTORY     - Date     Condition        Report By
 PP3505  HISTORY     - 19880401 MONUMENTED       MNDT
 PP3505  HISTORY     - 20140421 GOOD             MNDT
 PP3505  HISTORY     - 20220802 GOOD             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.
 PP3505
 PP3505                          STATION RECOVERY (2014)
 PP3505
 PP3505'RECOVERY NOTE BY MN DEPT OF TRANSP 2014 (KMS)
 PP3505'1.25 MI (2.0 KM) EAST OF MANKATO, 1.3 MI (2.1 KM) EAST ON COUNTY ROAD
 PP3505'17  FROM THE JUNCTION OF COUNTY ROAD 17 AND TRUNK HIGHWAY 22 AT THE
 PP3505'EAST EDGE OF MANKATO, 45 FT (13.7 M) SOUTH OF COUNTY ROAD 17/MADISON
 PP3505'AVENUE, 16.5 FT (5.0 M) EAST OF DRIVEWAY, 2.3 FT (0.7 M) WEST OF POWER
 PP3505'POLE, 2.3 FT (0.7 M) WEST OF A WITNESS POST.
 PP3505
 PP3505                          STATION RECOVERY (2022)
 PP3505
 PP3505'RECOVERY NOTE BY MN DEPT OF TRANSP 2022 (KMS)
 PP3505'1.25 MI (2.01 KM) EAST OF MANKATO, 1.3 MI (2.1 KM) EAST ON COUNTY ROAD
 PP3505'17 FROM THE JUNCTION OF COUNTY ROAD 17 AND TRUNK HIGHWAY 22 AT THE
 PP3505'EAST EDGE OF MANKATO, 45.0 FT (13.7 M) SOUTH OF COUNTY ROAD 17/MADISON
 PP3505'AVENUE, 16.5 FT (5.0 M) EAST OF DRIVEWAY NUMBER 59021, 2.3 FT (0.7 M)
 PP3505'WEST OF A POWER POLE, 2.3 FT (0.7 M) WEST OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 PP3513 ***********************************************************************
 PP3513  DESIGNATION -  0702 T
 PP3513  PID         -  PP3513
 PP3513  STATE/COUNTY-  MN/BLUE EARTH
 PP3513  COUNTRY     -  US
 PP3513  USGS QUAD   -  MADISON LAKE (2019)
 PP3513
 PP3513                         *CURRENT SURVEY CONTROL
 PP3513  ______________________________________________________________________
 PP3513* NAD 83(1986) POSITION- 44 09 39.     (N) 093 52 00.     (W)   SCALED
 PP3513* NAVD 88 ORTHO HEIGHT -   306.480 (meters)     1005.51  (feet) ADJUSTED
 PP3513  ______________________________________________________________________
 PP3513  GEOID HEIGHT    -        -28.612 (meters)                     GEOID18
 PP3513  DYNAMIC HEIGHT  -        306.425 (meters)     1005.33  (feet) COMP
 PP3513  MODELED GRAVITY -    980,432.5   (mgal)                       NAVD 88
 PP3513
 PP3513  VERT ORDER      -  SECOND    CLASS I
 PP3513
 PP3513.The horizontal coordinates were scaled from a map and have
 PP3513.an estimated accuracy of +/- 6 seconds.
 PP3513
 PP3513.The orthometric height was determined by differential leveling and
 PP3513.adjusted by the NATIONAL GEODETIC SURVEY
 PP3513.in June 1995.
 PP3513
 PP3513.Significant digits in the geoid height do not necessarily reflect accuracy.
 PP3513.GEOID18 height accuracy estimate available here.
 PP3513
 PP3513.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVJ307901(NAD 83)
 PP3513
 PP3513                          SUPERSEDED SURVEY CONTROL
 PP3513
 PP3513.No superseded survey control is available for this station.
 PP3513
 PP3513_MARKER: DV = VERTICAL CONTROL DISK
 PP3513_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 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 = MARCH 21, 2026 06:05:54 EDT
 PP3514 ***********************************************************************
 PP3514  DESIGNATION -  0702 U
 PP3514  PID         -  PP3514
 PP3514  STATE/COUNTY-  MN/BLUE EARTH
 PP3514  COUNTRY     -  US
 PP3514  USGS QUAD   -  MADISON LAKE (2019)
 PP3514
 PP3514                         *CURRENT SURVEY CONTROL
 PP3514  ______________________________________________________________________
 PP3514* NAD 83(1986) POSITION- 44 09 30.     (N) 093 51 14.     (W)   SCALED
 PP3514* NAVD 88 ORTHO HEIGHT -   310.370 (meters)     1018.27  (feet) ADJUSTED
 PP3514  ______________________________________________________________________
 PP3514  GEOID HEIGHT    -        -28.641 (meters)                     GEOID18
 PP3514  DYNAMIC HEIGHT  -        310.314 (meters)     1018.09  (feet) COMP
 PP3514  MODELED GRAVITY -    980,429.7   (mgal)                       NAVD 88
 PP3514
 PP3514  VERT ORDER      -  SECOND    CLASS I
 PP3514
 PP3514.The horizontal coordinates were scaled from a map and have
 PP3514.an estimated accuracy of +/- 6 seconds.
 PP3514
 PP3514.The orthometric height was determined by differential leveling and
 PP3514.adjusted by the NATIONAL GEODETIC SURVEY
 PP3514.in June 1995.
 PP3514
 PP3514.Significant digits in the geoid height do not necessarily reflect accuracy.
 PP3514.GEOID18 height accuracy estimate available here.
 PP3514
 PP3514.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVJ317898(NAD 83)
 PP3514
 PP3514                          SUPERSEDED SURVEY CONTROL
 PP3514
 PP3514.No superseded survey control is available for this station.
 PP3514
 PP3514_MARKER: DV = VERTICAL CONTROL DISK
 PP3514_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 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 = MARCH 21, 2026 06:05:54 EDT
 PP3515 ***********************************************************************
 PP3515  DESIGNATION -  0702 V
 PP3515  PID         -  PP3515
 PP3515  STATE/COUNTY-  MN/BLUE EARTH
 PP3515  COUNTRY     -  US
 PP3515  USGS QUAD   -  MADISON LAKE (2019)
 PP3515
 PP3515                         *CURRENT SURVEY CONTROL
 PP3515  ______________________________________________________________________
 PP3515* NAD 83(2011) POSITION- 44 09 18.75630(N) 093 50 18.10332(W)   ADJUSTED
 PP3515* NAD 83(2011) ELLIP HT-   285.024 (meters)        (06/27/12)   ADJUSTED
 PP3515* NAD 83(2011) EPOCH   -  2010.00
 PP3515* NAVD 88 ORTHO HEIGHT -   313.701 (meters)     1029.20  (feet) ADJUSTED
 PP3515  ______________________________________________________________________
 PP3515  GEOID HEIGHT    -        -28.674 (meters)                     GEOID18
 PP3515  NAD 83(2011) X  -   -306,840.778 (meters)                     COMP
 PP3515  NAD 83(2011) Y  - -4,573,402.205 (meters)                     COMP
 PP3515  NAD 83(2011) Z  -  4,420,679.636 (meters)                     COMP
 PP3515  LAPLACE CORR    -         -4.57  (seconds)                    DEFLEC18
 PP3515  DYNAMIC HEIGHT  -        313.643 (meters)     1029.01  (feet) COMP
 PP3515  MODELED GRAVITY -    980,426.4   (mgal)                       NAVD 88
 PP3515
 PP3515  VERT ORDER      -  SECOND    CLASS I
 PP3515
 PP3515  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 PP3515  Standards:
 PP3515         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 PP3515            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 PP3515  -------------------------------------------------------------------
 PP3515  NETWORK    0.69   0.69           0.30   0.26   0.35      0.00382611
 PP3515  -------------------------------------------------------------------
 PP3515  Click here for local accuracies and other accuracy information.
 PP3515
 PP3515.The horizontal coordinates were established by GPS observations
 PP3515.and adjusted by the National Geodetic Survey in June 2012.
 PP3515
 PP3515.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 PP3515.been affixed to the stable North American tectonic plate. See 
 PP3515.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 PP3515
 PP3515.The horizontal coordinates are valid at the epoch date displayed above
 PP3515.which is a decimal equivalence of Year/Month/Day.
 PP3515
 PP3515.The orthometric height was determined by differential leveling and
 PP3515.adjusted by the NATIONAL GEODETIC SURVEY
 PP3515.in June 1995.
 PP3515
 PP3515.Significant digits in the geoid height do not necessarily reflect accuracy.
 PP3515.GEOID18 height accuracy estimate available here.
 PP3515
 PP3515.Click photographs - Photos may exist for this station.
 PP3515
 PP3515.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 PP3515
 PP3515.The Laplace correction was computed from DEFLEC18 derived deflections.
 PP3515
 PP3515.The ellipsoidal height was determined by GPS observations
 PP3515.and is referenced to NAD 83.
 PP3515
 PP3515.The dynamic height is computed by dividing the NAVD 88
 PP3515.geopotential number by the normal gravity value computed on the
 PP3515.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP3515.degrees latitude (g = 980.6199 gals.).
 PP3515
 PP3515.The modeled gravity was interpolated from observed gravity values.
 PP3515
 PP3515. The following values were computed from the NAD 83(2011) position.
 PP3515
 PP3515;                    North         East     Units Scale Factor Converg.
 PP3515;SPC MN S     -   228,369.913   812,929.740   MT  0.99994020   +0 06 47.9
 PP3515;SPC MN S     -   749,243.62  2,667,086.99   sFT  0.99994020   +0 06 47.9
 PP3515;UTM  15      - 4,889,453.592   432,960.465   MT  0.99965527   -0 35 02.5
 PP3515
 PP3515!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PP3515!SPC MN S     -   0.99995531  x   0.99994020  =   0.99989551
 PP3515!UTM  15      -   0.99995531  x   0.99965527  =   0.99961060
 PP3515
 PP3515_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVJ3296089453(NAD 83)
 PP3515
 PP3515|---------------------------------------------------------------------|
 PP3515| PID    Reference Object                     Distance      Geod. Az  |
 PP3515|                                                           dddmmss.s |
 PP3515| AI6549 BENZKOFER                           399.991 METERS 09341     |
 PP3515|---------------------------------------------------------------------|
 PP3515
 PP3515                          SUPERSEDED SURVEY CONTROL
 PP3515
 PP3515  NAD 83(2007)-  44 09 18.75627(N)    093 50 18.10411(W) AD(2002.00) 0
 PP3515  ELLIP H (02/10/07)  285.049  (m)                       GP(2002.00)    
 PP3515  NAD 83(1996)-  44 09 18.75582(N)    093 50 18.10320(W) AD(       ) 1
 PP3515  ELLIP H (07/31/00)  285.087  (m)                       GP(       ) 4 1
 PP3515  NAVD 88             313.70   (m)         1029.2    (f) LEVELING    3  
 PP3515
 PP3515.Superseded values are not recommended for survey control.
 PP3515
 PP3515.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PP3515.See file dsdata.pdf to determine how the superseded data were derived.
 PP3515
 PP3515_MARKER: DV = VERTICAL CONTROL DISK
 PP3515_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 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 = MARCH 21, 2026 06:05:54 EDT
 PP3516 ***********************************************************************
 PP3516  DESIGNATION -  0702 W
 PP3516  PID         -  PP3516
 PP3516  STATE/COUNTY-  MN/BLUE EARTH
 PP3516  COUNTRY     -  US
 PP3516  USGS QUAD   -  MADISON LAKE (2019)
 PP3516
 PP3516                         *CURRENT SURVEY CONTROL
 PP3516  ______________________________________________________________________
 PP3516* NAD 83(2011) POSITION- 44 09 07.83474(N) 093 49 13.71007(W)   ADJUSTED
 PP3516* NAD 83(2011) ELLIP HT-   284.182 (meters)        (06/27/12)   ADJUSTED
 PP3516* NAD 83(2011) EPOCH   -  2010.00
 PP3516* NAVD 88 ORTHO HEIGHT -   312.896 (meters)     1026.56  (feet) ADJUSTED
 PP3516  ______________________________________________________________________
 PP3516  GEOID HEIGHT    -        -28.709 (meters)                     GEOID18
 PP3516  NAD 83(2011) X  -   -305,428.612 (meters)                     COMP
 PP3516  NAD 83(2011) Y  - -4,573,731.477 (meters)                     COMP
 PP3516  NAD 83(2011) Z  -  4,420,437.180 (meters)                     COMP
 PP3516  LAPLACE CORR    -         -4.04  (seconds)                    DEFLEC18
 PP3516  DYNAMIC HEIGHT  -        312.837 (meters)     1026.37  (feet) COMP
 PP3516  MODELED GRAVITY -    980,422.9   (mgal)                       NAVD 88
 PP3516
 PP3516  VERT ORDER      -  SECOND    CLASS I
 PP3516
 PP3516  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 PP3516  Standards:
 PP3516         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 PP3516            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 PP3516  -------------------------------------------------------------------
 PP3516  NETWORK    0.58   0.59           0.27   0.19   0.30     -0.00060603
 PP3516  -------------------------------------------------------------------
 PP3516  Click here for local accuracies and other accuracy information.
 PP3516
 PP3516.The horizontal coordinates were established by GPS observations
 PP3516.and adjusted by the National Geodetic Survey in June 2012.
 PP3516
 PP3516.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 PP3516.been affixed to the stable North American tectonic plate. See 
 PP3516.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 PP3516
 PP3516.The horizontal coordinates are valid at the epoch date displayed above
 PP3516.which is a decimal equivalence of Year/Month/Day.
 PP3516
 PP3516.The orthometric height was determined by differential leveling and
 PP3516.adjusted by the NATIONAL GEODETIC SURVEY
 PP3516.in June 1995.
 PP3516
 PP3516.Significant digits in the geoid height do not necessarily reflect accuracy.
 PP3516.GEOID18 height accuracy estimate available here.
 PP3516
 PP3516.Click photographs - Photos may exist for this station.
 PP3516
 PP3516.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 PP3516
 PP3516.The Laplace correction was computed from DEFLEC18 derived deflections.
 PP3516
 PP3516.The ellipsoidal height was determined by GPS observations
 PP3516.and is referenced to NAD 83.
 PP3516
 PP3516.The dynamic height is computed by dividing the NAVD 88
 PP3516.geopotential number by the normal gravity value computed on the
 PP3516.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP3516.degrees latitude (g = 980.6199 gals.).
 PP3516
 PP3516.The modeled gravity was interpolated from observed gravity values.
 PP3516
 PP3516. The following values were computed from the NAD 83(2011) position.
 PP3516
 PP3516;                    North         East     Units Scale Factor Converg.
 PP3516;SPC MN S     -   228,035.822   814,361.295   MT  0.99994052   +0 07 33.0
 PP3516;SPC MN S     -   748,147.53  2,671,783.68   sFT  0.99994052   +0 07 33.0
 PP3516;UTM  15      - 4,889,102.203   434,387.440   MT  0.99965294   -0 34 17.5
 PP3516
 PP3516!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PP3516!SPC MN S     -   0.99995544  x   0.99994052  =   0.99989596
 PP3516!UTM  15      -   0.99995544  x   0.99965294  =   0.99960840
 PP3516
 PP3516:                Primary Azimuth Mark                     Grid Az
 PP3516:SPC MN S     -  0702 X                                   104 05 53.5
 PP3516:UTM  15      -  0702 X                                   104 47 44.0
 PP3516
 PP3516_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVJ3438789102(NAD 83)
 PP3516
 PP3516|---------------------------------------------------------------------|
 PP3516| PID    Reference Object                     Distance      Geod. Az  |
 PP3516|                                                           dddmmss.s |
 PP3516| PP3517 0702 X                              APPROX. 1.0 KM 1041326.5 |
 PP3516|---------------------------------------------------------------------|
 PP3516
 PP3516                          SUPERSEDED SURVEY CONTROL
 PP3516
 PP3516  NAD 83(2007)-  44 09 07.83471(N)    093 49 13.71086(W) AD(2002.00) 0
 PP3516  ELLIP H (02/10/07)  284.207  (m)                       GP(2002.00)    
 PP3516  NAD 83(1996)-  44 09 07.83421(N)    093 49 13.70994(W) AD(       ) 1
 PP3516  ELLIP H (07/31/00)  284.244  (m)                       GP(       ) 4 1
 PP3516  NAVD 88             312.90   (m)         1026.6    (f) LEVELING    3  
 PP3516
 PP3516.Superseded values are not recommended for survey control.
 PP3516
 PP3516.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PP3516.See file dsdata.pdf to determine how the superseded data were derived.
 PP3516
 PP3516_MARKER: DV = VERTICAL CONTROL DISK
 PP3516_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 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 = MARCH 21, 2026 06:05:54 EDT
 PP3517 ***********************************************************************
 PP3517  DESIGNATION -  0702 X
 PP3517  PID         -  PP3517
 PP3517  STATE/COUNTY-  MN/BLUE EARTH
 PP3517  COUNTRY     -  US
 PP3517  USGS QUAD   -  MADISON LAKE (2019)
 PP3517
 PP3517                         *CURRENT SURVEY CONTROL
 PP3517  ______________________________________________________________________
 PP3517* NAD 83(2011) POSITION- 44 08 59.78717(N) 093 48 29.62952(W)   ADJUSTED
 PP3517* NAD 83(2011) ELLIP HT-   286.817 (meters)        (06/27/12)   ADJUSTED
 PP3517* NAD 83(2011) EPOCH   -  2010.00
 PP3517* NAVD 88 ORTHO HEIGHT -   315.553 (meters)     1035.28  (feet) ADJUSTED
 PP3517  ______________________________________________________________________
 PP3517  GEOID HEIGHT    -        -28.730 (meters)                     GEOID18
 PP3517  NAD 83(2011) X  -   -304,462.777 (meters)                     COMP
 PP3517  NAD 83(2011) Y  - -4,573,971.175 (meters)                     COMP
 PP3517  NAD 83(2011) Z  -  4,420,260.785 (meters)                     COMP
 PP3517  LAPLACE CORR    -         -3.67  (seconds)                    DEFLEC18
 PP3517  DYNAMIC HEIGHT  -        315.493 (meters)     1035.08  (feet) COMP
 PP3517  MODELED GRAVITY -    980,420.8   (mgal)                       NAVD 88
 PP3517
 PP3517  VERT ORDER      -  SECOND    CLASS I
 PP3517
 PP3517  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 PP3517  Standards:
 PP3517         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 PP3517            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 PP3517  -------------------------------------------------------------------
 PP3517  NETWORK    0.56   0.57           0.26   0.18   0.29     -0.00386189
 PP3517  -------------------------------------------------------------------
 PP3517  Click here for local accuracies and other accuracy information.
 PP3517
 PP3517.The horizontal coordinates were established by GPS observations
 PP3517.and adjusted by the National Geodetic Survey in June 2012.
 PP3517
 PP3517.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 PP3517.been affixed to the stable North American tectonic plate. See 
 PP3517.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 PP3517
 PP3517.The horizontal coordinates are valid at the epoch date displayed above
 PP3517.which is a decimal equivalence of Year/Month/Day.
 PP3517
 PP3517.The orthometric height was determined by differential leveling and
 PP3517.adjusted by the NATIONAL GEODETIC SURVEY
 PP3517.in June 1995.
 PP3517
 PP3517.Significant digits in the geoid height do not necessarily reflect accuracy.
 PP3517.GEOID18 height accuracy estimate available here.
 PP3517
 PP3517.Click photographs - Photos may exist for this station.
 PP3517
 PP3517.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 PP3517
 PP3517.The Laplace correction was computed from DEFLEC18 derived deflections.
 PP3517
 PP3517.The ellipsoidal height was determined by GPS observations
 PP3517.and is referenced to NAD 83.
 PP3517
 PP3517.The dynamic height is computed by dividing the NAVD 88
 PP3517.geopotential number by the normal gravity value computed on the
 PP3517.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP3517.degrees latitude (g = 980.6199 gals.).
 PP3517
 PP3517.The modeled gravity was interpolated from observed gravity values.
 PP3517
 PP3517. The following values were computed from the NAD 83(2011) position.
 PP3517
 PP3517;                    North         East     Units Scale Factor Converg.
 PP3517;SPC MN S     -   227,789.671   815,341.396   MT  0.99994076   +0 08 03.9
 PP3517;SPC MN S     -   747,339.95  2,674,999.23   sFT  0.99994076   +0 08 03.9
 PP3517;UTM  15      - 4,888,844.216   435,364.190   MT  0.99965138   -0 33 46.7
 PP3517
 PP3517!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PP3517!SPC MN S     -   0.99995503  x   0.99994076  =   0.99989579
 PP3517!UTM  15      -   0.99995503  x   0.99965138  =   0.99960642
 PP3517
 PP3517:                Primary Azimuth Mark                     Grid Az
 PP3517:SPC MN S     -  0702 Y                                   106 34 25.8
 PP3517:UTM  15      -  0702 Y                                   107 16 16.4
 PP3517
 PP3517_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVJ3536488844(NAD 83)
 PP3517
 PP3517|---------------------------------------------------------------------|
 PP3517| PID    Reference Object                     Distance      Geod. Az  |
 PP3517|                                                           dddmmss.s |
 PP3517| PP3518 0702 Y                              APPROX. 1.3 KM 1064229.7 |
 PP3517| PP3516 0702 W                              APPROX. 1.0 KM 2841357.2 |
 PP3517|---------------------------------------------------------------------|
 PP3517
 PP3517                          SUPERSEDED SURVEY CONTROL
 PP3517
 PP3517  NAD 83(2007)-  44 08 59.78714(N)    093 48 29.63031(W) AD(2002.00) 0
 PP3517  ELLIP H (02/10/07)  286.842  (m)                       GP(2002.00)    
 PP3517  NAD 83(1996)-  44 08 59.78663(N)    093 48 29.62940(W) AD(       ) 1
 PP3517  ELLIP H (07/31/00)  286.879  (m)                       GP(       ) 4 1
 PP3517  NAVD 88             315.55   (m)         1035.3    (f) LEVELING    3  
 PP3517
 PP3517.Superseded values are not recommended for survey control.
 PP3517
 PP3517.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PP3517.See file dsdata.pdf to determine how the superseded data were derived.
 PP3517
 PP3517_MARKER: DV = VERTICAL CONTROL DISK
 PP3517_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 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 = MARCH 21, 2026 06:05:54 EDT
 PP3518 ***********************************************************************
 PP3518  DESIGNATION -  0702 Y
 PP3518  PID         -  PP3518
 PP3518  STATE/COUNTY-  MN/BLUE EARTH
 PP3518  COUNTRY     -  US
 PP3518  USGS QUAD   -  MADISON LAKE (2019)
 PP3518
 PP3518                         *CURRENT SURVEY CONTROL
 PP3518  ______________________________________________________________________
 PP3518* NAD 83(2011) POSITION- 44 08 47.66638(N) 093 47 33.56835(W)   ADJUSTED
 PP3518* NAD 83(2011) ELLIP HT-   286.049 (meters)        (06/27/12)   ADJUSTED
 PP3518* NAD 83(2011) EPOCH   -  2010.00
 PP3518* NAVD 88 ORTHO HEIGHT -   314.810 (meters)     1032.84  (feet) ADJUSTED
 PP3518  ______________________________________________________________________
 PP3518  GEOID HEIGHT    -        -28.756 (meters)                     GEOID18
 PP3518  NAD 83(2011) X  -   -303,236.796 (meters)                     COMP
 PP3518  NAD 83(2011) Y  - -4,574,313.223 (meters)                     COMP
 PP3518  NAD 83(2011) Z  -  4,419,991.798 (meters)                     COMP
 PP3518  LAPLACE CORR    -         -3.18  (seconds)                    DEFLEC18
 PP3518  DYNAMIC HEIGHT  -        314.750 (meters)     1032.64  (feet) COMP
 PP3518  MODELED GRAVITY -    980,418.4   (mgal)                       NAVD 88
 PP3518
 PP3518  VERT ORDER      -  SECOND    CLASS I
 PP3518
 PP3518  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 PP3518  Standards:
 PP3518         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 PP3518            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 PP3518  -------------------------------------------------------------------
 PP3518  NETWORK    0.56   0.59           0.26   0.19   0.30     -0.02291099
 PP3518  -------------------------------------------------------------------
 PP3518  Click here for local accuracies and other accuracy information.
 PP3518
 PP3518.The horizontal coordinates were established by GPS observations
 PP3518.and adjusted by the National Geodetic Survey in June 2012.
 PP3518
 PP3518.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 PP3518.been affixed to the stable North American tectonic plate. See 
 PP3518.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 PP3518
 PP3518.The horizontal coordinates are valid at the epoch date displayed above
 PP3518.which is a decimal equivalence of Year/Month/Day.
 PP3518
 PP3518.The orthometric height was determined by differential leveling and
 PP3518.adjusted by the NATIONAL GEODETIC SURVEY
 PP3518.in June 1995.
 PP3518
 PP3518.Significant digits in the geoid height do not necessarily reflect accuracy.
 PP3518.GEOID18 height accuracy estimate available here.
 PP3518
 PP3518.Click photographs - Photos may exist for this station.
 PP3518
 PP3518.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 PP3518
 PP3518.The Laplace correction was computed from DEFLEC18 derived deflections.
 PP3518
 PP3518.The ellipsoidal height was determined by GPS observations
 PP3518.and is referenced to NAD 83.
 PP3518
 PP3518.The dynamic height is computed by dividing the NAVD 88
 PP3518.geopotential number by the normal gravity value computed on the
 PP3518.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP3518.degrees latitude (g = 980.6199 gals.).
 PP3518
 PP3518.The modeled gravity was interpolated from observed gravity values.
 PP3518
 PP3518. The following values were computed from the NAD 83(2011) position.
 PP3518
 PP3518;                    North         East     Units Scale Factor Converg.
 PP3518;SPC MN S     -   227,418.624   816,588.133   MT  0.99994112   +0 08 43.2
 PP3518;SPC MN S     -   746,122.60  2,679,089.57   sFT  0.99994112   +0 08 43.2
 PP3518;UTM  15      - 4,888,458.133   436,605.957   MT  0.99964943   -0 33 07.6
 PP3518
 PP3518!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PP3518!SPC MN S     -   0.99995515  x   0.99994112  =   0.99989627
 PP3518!UTM  15      -   0.99995515  x   0.99964943  =   0.99960459
 PP3518
 PP3518:                Primary Azimuth Mark                     Grid Az
 PP3518:SPC MN S     -  0702 X                                   286 34 25.5
 PP3518:UTM  15      -  0702 X                                   287 16 16.3
 PP3518
 PP3518_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVJ3660588458(NAD 83)
 PP3518
 PP3518|---------------------------------------------------------------------|
 PP3518| PID    Reference Object                     Distance      Geod. Az  |
 PP3518|                                                           dddmmss.s |
 PP3518| PP3517 0702 X                              APPROX. 1.3 KM 2864308.7 |
 PP3518|---------------------------------------------------------------------|
 PP3518
 PP3518                          SUPERSEDED SURVEY CONTROL
 PP3518
 PP3518  NAD 83(2007)-  44 08 47.66635(N)    093 47 33.56913(W) AD(2002.00) 0
 PP3518  ELLIP H (02/10/07)  286.073  (m)                       GP(2002.00)    
 PP3518  NAD 83(1996)-  44 08 47.66584(N)    093 47 33.56826(W) AD(       ) 1
 PP3518  ELLIP H (07/31/00)  286.111  (m)                       GP(       ) 4 1
 PP3518  NAVD 88             314.81   (m)         1032.8    (f) LEVELING    3  
 PP3518
 PP3518.Superseded values are not recommended for survey control.
 PP3518
 PP3518.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PP3518.See file dsdata.pdf to determine how the superseded data were derived.
 PP3518
 PP3518_MARKER: DV = VERTICAL CONTROL DISK
 PP3518_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 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 = MARCH 21, 2026 06:05:54 EDT
 PP3519 ***********************************************************************
 PP3519  DESIGNATION -  0702 Z
 PP3519  PID         -  PP3519
 PP3519  STATE/COUNTY-  MN/BLUE EARTH
 PP3519  COUNTRY     -  US
 PP3519  USGS QUAD   -  MADISON LAKE (2019)
 PP3519
 PP3519                         *CURRENT SURVEY CONTROL
 PP3519  ______________________________________________________________________
 PP3519* NAD 83(1986) POSITION- 44 08 28.12   (N) 093 46 37.33   (W)   HD_HELD1
 PP3519* NAVD 88 ORTHO HEIGHT -   315.142 (meters)     1033.93  (feet) ADJUSTED
 PP3519  ______________________________________________________________________
 PP3519  GEOID HEIGHT    -        -28.780 (meters)                     GEOID18
 PP3519  DYNAMIC HEIGHT  -        315.081 (meters)     1033.73  (feet) COMP
 PP3519  MODELED GRAVITY -    980,416.0   (mgal)                       NAVD 88
 PP3519
 PP3519  VERT ORDER      -  SECOND    CLASS I
 PP3519
 PP3519.The horizontal coordinates were determined by differentially corrected
 PP3519.hand held GPS observations or other comparable positioning techniques
 PP3519.and have an estimated accuracy of +/- 3 meters.
 PP3519
 PP3519.The orthometric height was determined by differential leveling and
 PP3519.adjusted by the NATIONAL GEODETIC SURVEY
 PP3519.in June 1995.
 PP3519
 PP3519.Significant digits in the geoid height do not necessarily reflect accuracy.
 PP3519.GEOID18 height accuracy estimate available here.
 PP3519
 PP3519.Click photographs - Photos may exist for this station.
 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     -   226,818.6     817,839.6     MT  (+/- 3 meters HH1 GPS) 
 PP3519
 PP3519_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVJ3784987843(NAD 83)
 PP3519
 PP3519                          SUPERSEDED SURVEY CONTROL
 PP3519
 PP3519.No superseded survey control is available for this station.
 PP3519
 PP3519_MARKER: DV = VERTICAL CONTROL DISK
 PP3519_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 PP3519_STAMPING: 0702 Z 1988
 PP3519_MARK LOGO: MNDT
 PP3519_PROJECTION: RECESSED 36 CENTIMETERS
 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 - August 01, 2018
 PP3519
 PP3519  HISTORY     - Date     Condition        Report By
 PP3519  HISTORY     - 1988     MONUMENTED       MNDT
 PP3519  HISTORY     - 19980406 GOOD             MNDT
 PP3519  HISTORY     - 20140422 GOOD             MNDT
 PP3519  HISTORY     - 20180801 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.
 PP3519
 PP3519                          STATION RECOVERY (2014)
 PP3519
 PP3519'RECOVERY NOTE BY MN DEPT OF TRANSP 2014 (KMS)
 PP3519'RECOVERED AS DESCRIBED.
 PP3519
 PP3519                          STATION RECOVERY (2018)
 PP3519
 PP3519'RECOVERY NOTE BY MN DEPT OF TRANSP 2018 (KMS)
 PP3519'3.8 MI (6.1 KM) NORTHWEST OF JANESVILLE, 4.5 MI (7.2 KM) NORTHWEST
 PP3519'ALONG TRUNK HIGHWAY 14 FROM THE JUNCTION OF TRUNK HIGHWAY 14 AND
 PP3519'COUNTY ROAD 3 IN JANESVILLE, AT TRUNK HIGHWAY 14 MILE POINT 143.3,
 PP3519'140.0 FT (42.7 M) SOUTH-SOUTHWEST OF TRUNK HIGHWAY 14, 61.1 FT (18.6
 PP3519'M) NORTH-NORTHEAST OF THE NORTH RAIL OF A RAILROAD, 1.3 FT (0.4 M)
 PP3519'EAST-SOUTHEAST OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DP6212 ***********************************************************************
 DP6212  DESIGNATION -  0703 A
 DP6212  PID         -  DP6212
 DP6212  STATE/COUNTY-  MN/BLUE EARTH
 DP6212  COUNTRY     -  US
 DP6212  USGS QUAD   -  MAPLETON (2019)
 DP6212
 DP6212                         *CURRENT SURVEY CONTROL
 DP6212  ______________________________________________________________________
 DP6212* NAD 83(2011) POSITION- 43 55 40.33153(N) 093 56 50.91204(W)   ADJUSTED
 DP6212* NAD 83(2011) ELLIP HT-   285.896 (meters)        (06/25/20)   ADJUSTED
 DP6212* NAD 83(2011) EPOCH   -  2010.00
 DP6212* NAVD 88 ORTHO HEIGHT -   314.495 (meters)     1031.81  (feet) ADJUSTED
 DP6212  ______________________________________________________________________
 DP6212  GEOID HEIGHT    -        -28.595 (meters)                     GEOID18
 DP6212  NAD 83(2011) X  -   -316,758.760 (meters)                     COMP
 DP6212  NAD 83(2011) Y  - -4,590,329.869 (meters)                     COMP
 DP6212  NAD 83(2011) Z  -  4,402,521.309 (meters)                     COMP
 DP6212  LAPLACE CORR    -         -6.27  (seconds)                    DEFLEC18
 DP6212  DYNAMIC HEIGHT  -        314.436 (meters)     1031.61  (feet) COMP
 DP6212  MODELED GRAVITY -    980,422.5   (mgal)                       NAVD 88
 DP6212
 DP6212  VERT ORDER      -  SECOND    CLASS I
 DP6212
 DP6212  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DP6212  Standards:
 DP6212         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DP6212            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DP6212  -------------------------------------------------------------------
 DP6212  NETWORK    0.42   1.12           0.19   0.15   0.57     -0.04704218
 DP6212  -------------------------------------------------------------------
 DP6212  Click here for local accuracies and other accuracy information.
 DP6212
 DP6212.The horizontal coordinates were established by GPS observations
 DP6212.and adjusted by the MN DEPT OF TRANSP in June 2020.
 DP6212
 DP6212.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DP6212.been affixed to the stable North American tectonic plate. See 
 DP6212.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DP6212
 DP6212.The horizontal coordinates are valid at the epoch date displayed above
 DP6212.which is a decimal equivalence of Year/Month/Day.
 DP6212
 DP6212.The orthometric height was determined by differential leveling and
 DP6212.adjusted by the NATIONAL GEODETIC SURVEY
 DP6212.in June 2015.
 DP6212
 DP6212.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP6212.GEOID18 height accuracy estimate available here.
 DP6212
 DP6212.Click photographs - Photos may exist for this station.
 DP6212
 DP6212.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DP6212
 DP6212.The Laplace correction was computed from DEFLEC18 derived deflections.
 DP6212
 DP6212.The ellipsoidal height was determined by GPS observations
 DP6212.and is referenced to NAD 83.
 DP6212
 DP6212.The dynamic height is computed by dividing the NAVD 88
 DP6212.geopotential number by the normal gravity value computed on the
 DP6212.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP6212.degrees latitude (g = 980.6199 gals.).
 DP6212
 DP6212.The modeled gravity was interpolated from observed gravity values.
 DP6212
 DP6212. The following values were computed from the NAD 83(2011) position.
 DP6212
 DP6212;                    North         East     Units Scale Factor Converg.
 DP6212;SPC MN S     -   203,099.163   804,217.766   MT  0.99997182   +0 02 12.5
 DP6212;SPC MN S     -   666,334.50  2,638,504.45   sFT  0.99997182   +0 02 12.5
 DP6212;UTM  15      - 4,864,297.840   423,944.886   MT  0.99967114   -0 39 26.4
 DP6212
 DP6212!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DP6212!SPC MN S     -   0.99995517  x   0.99997182  =   0.99992699
 DP6212!UTM  15      -   0.99995517  x   0.99967114  =   0.99962633
 DP6212
 DP6212_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVJ2394464297(NAD 83)
 DP6212
 DP6212                          SUPERSEDED SURVEY CONTROL
 DP6212
 DP6212.No superseded survey control is available for this station.
 DP6212
 DP6212_MARKER: DV = VERTICAL CONTROL DISK
 DP6212_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 DP6212_STAMPING: 0703 A 1976
 DP6212_MARK LOGO: MNHD
 DP6212_PROJECTION: RECESSED 8 CENTIMETERS
 DP6212_MAGNETIC: I = MARKER IS A STEEL ROD
 DP6212_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DP6212_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP6212+SATELLITE: SATELLITE OBSERVATIONS - May 06, 2024
 DP6212_ROD/PIPE-DEPTH: 9.8 meters
 DP6212
 DP6212  HISTORY     - Date     Condition        Report By
 DP6212  HISTORY     - 19760401 MONUMENTED       MNHD
 DP6212  HISTORY     - 20130610 GOOD             MNDT
 DP6212  HISTORY     - 20160504 GOOD             MNDT
 DP6212  HISTORY     - 20200317 GOOD             MNDT
 DP6212  HISTORY     - 20220830 GOOD             MNDT
 DP6212  HISTORY     - 20240506 GOOD             MNDT
 DP6212
 DP6212                          STATION DESCRIPTION
 DP6212
 DP6212'DESCRIBED BY MN DEPT OF TRANSP 2013 (KMS)
 DP6212'THE STATION IS LOCATED ABOUT 6.6 MI (10.6 KM) EAST-NORTHEAST OF
 DP6212'STERLING CENTER, 5.5 MI (8.8 KM) SOUTH OF BEAUFORD AND IN THE TOWN OF
 DP6212'MAPLETON, MN.
 DP6212'
 DP6212'IN MAPLETON, AT NORTHWEST CORNER OF NORTH JUNCTION OF TRUNK HIGHWAY 22
 DP6212'AND TRUNK HIGHWAY 30 INCH (76 CM) MAPLETON, AT TRUNK HIGHWAY 22 MILE
 DP6212'POINT 35.1.
 DP6212'
 DP6212'IT IS 53.0 FT (16.2 M) WEST OF TRUNK HIGHWAY 22, 35.0 FT (10.7 M)
 DP6212'NORTH OF TRUNK HIGHWAY 30, 26.0 FT (7.9 M) EAST OF A WITNESS POST.
 DP6212
 DP6212                          STATION RECOVERY (2016)
 DP6212
 DP6212'RECOVERY NOTE BY MN DEPT OF TRANSP 2016 (KMS)
 DP6212'RECOVERED AS DESCRIBED.
 DP6212
 DP6212                          STATION RECOVERY (2020)
 DP6212
 DP6212'RECOVERY NOTE BY MN DEPT OF TRANSP 2020 (AXJ)
 DP6212'RECOVERED AS DESCRIBED.
 DP6212
 DP6212                          STATION RECOVERY (2022)
 DP6212
 DP6212'RECOVERY NOTE BY MN DEPT OF TRANSP 2022 (KMS)
 DP6212'IN MAPLETON, AT THE NORTHWEST CORNER OF THE NORTH JUNCTION OF TRUNK
 DP6212'HIGHWAY 22 AND TRUNK HIGHWAY 30 IN MAPLETON, AT TRUNK HIGHWAY 22 MILE
 DP6212'POINT 35.1, 53.0 FT (16.2 M) WEST OF TRUNK HIGHWAY 22, 35.0 FT (10.7
 DP6212'M) NORTH OF TRUNK HIGHWAY 30, 6.2 FT (1.9 M) SOUTHWEST OF A WITNESS
 DP6212'POST.
 DP6212
 DP6212                          STATION RECOVERY (2024)
 DP6212
 DP6212'RECOVERY NOTE BY MN DEPT OF TRANSP 2024 (RXJ)
 DP6212'THE MARK IS LOCATED ABOUT IN MAPLETON, AT THE NORTHWEST CORNER OF THE
 DP6212'NORTH JUNCTION OF TRUNK HIGHWAY 22 AND TRUNK HIGHWAY 30 IN MAPLETON,
 DP6212'AT TRUNK HIGHWAY 22 MILE POINT 35.1, 53.0 FT (16.2 M) WEST OF TRUNK
 DP6212'HIGHWAY 22, 35.0 FT (10.7 M) NORTH OF TRUNK HIGHWAY 30, 6.2 FT (1.9 M)
 DP6212'SOUTHWEST OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DE9625 ***********************************************************************
 DE9625  DESIGNATION -  0703 C
 DE9625  PID         -  DE9625
 DE9625  STATE/COUNTY-  MN/BLUE EARTH
 DE9625  COUNTRY     -  US
 DE9625  USGS QUAD   -  MAPLETON (2019)
 DE9625
 DE9625                         *CURRENT SURVEY CONTROL
 DE9625  ______________________________________________________________________
 DE9625* NAD 83(2011) POSITION- 43 54 14.30666(N) 093 55 24.77142(W)   ADJUSTED
 DE9625* NAD 83(2011) ELLIP HT-   283.121 (meters)        (06/27/12)   ADJUSTED
 DE9625* NAD 83(2011) EPOCH   -  2010.00
 DE9625* NAVD 88 ORTHO HEIGHT -   311.829 (meters)     1023.06  (feet) ADJUSTED
 DE9625  ______________________________________________________________________
 DE9625  GEOID HEIGHT    -        -28.685 (meters)                     GEOID18
 DE9625  NAD 83(2011) X  -   -314,967.591 (meters)                     COMP
 DE9625  NAD 83(2011) Y  - -4,592,297.092 (meters)                     COMP
 DE9625  NAD 83(2011) Z  -  4,400,606.692 (meters)                     COMP
 DE9625  LAPLACE CORR    -         -6.46  (seconds)                    DEFLEC18
 DE9625  DYNAMIC HEIGHT  -        311.768 (meters)     1022.86  (feet) COMP
 DE9625  MODELED GRAVITY -    980,416.1   (mgal)                       NAVD 88
 DE9625
 DE9625  VERT ORDER      -  SECOND    CLASS I
 DE9625
 DE9625  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DE9625  Standards:
 DE9625         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DE9625            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DE9625  -------------------------------------------------------------------
 DE9625  NETWORK    0.54   0.59           0.24   0.20   0.30      0.06459730
 DE9625  -------------------------------------------------------------------
 DE9625  Click here for local accuracies and other accuracy information.
 DE9625
 DE9625.The horizontal coordinates were established by GPS observations
 DE9625.and adjusted by the National Geodetic Survey in June 2012.
 DE9625
 DE9625.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DE9625.been affixed to the stable North American tectonic plate. See 
 DE9625.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DE9625
 DE9625.The horizontal coordinates are valid at the epoch date displayed above
 DE9625.which is a decimal equivalence of Year/Month/Day.
 DE9625
 DE9625.The orthometric height was determined by differential leveling and
 DE9625.adjusted by the NATIONAL GEODETIC SURVEY
 DE9625.in May 2019.
 DE9625
 DE9625.Significant digits in the geoid height do not necessarily reflect accuracy.
 DE9625.GEOID18 height accuracy estimate available here.
 DE9625
 DE9625.Click photographs - Photos may exist for this station.
 DE9625
 DE9625.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DE9625
 DE9625.The Laplace correction was computed from DEFLEC18 derived deflections.
 DE9625
 DE9625.The ellipsoidal height was determined by GPS observations
 DE9625.and is referenced to NAD 83.
 DE9625
 DE9625.The dynamic height is computed by dividing the NAVD 88
 DE9625.geopotential number by the normal gravity value computed on the
 DE9625.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE9625.degrees latitude (g = 980.6199 gals.).
 DE9625
 DE9625.The modeled gravity was interpolated from observed gravity values.
 DE9625
 DE9625. The following values were computed from the NAD 83(2011) position.
 DE9625
 DE9625;                    North         East     Units Scale Factor Converg.
 DE9625;SPC MN S     -   200,445.673   806,141.688   MT  0.99997604   +0 03 12.9
 DE9625;SPC MN S     -   657,628.85  2,644,816.52   sFT  0.99997604   +0 03 12.9
 DE9625;UTM  15      - 4,861,622.053   425,835.945   MT  0.99966765   -0 38 25.7
 DE9625
 DE9625!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE9625!SPC MN S     -   0.99995561  x   0.99997604  =   0.99993165
 DE9625!UTM  15      -   0.99995561  x   0.99966765  =   0.99962327
 DE9625
 DE9625:                Primary Azimuth Mark                     Grid Az
 DE9625:SPC MN S     -  PLUYMS                                   001 49 39.8
 DE9625:UTM  15      -  PLUYMS                                   002 31 18.4
 DE9625
 DE9625_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVJ2583561622(NAD 83)
 DE9625
 DE9625|---------------------------------------------------------------------|
 DE9625| PID    Reference Object                     Distance      Geod. Az  |
 DE9625|                                                           dddmmss.s |
 DE9625| DE9645 PLUYMS                              493.772 METERS 0015252.7 |
 DE9625|---------------------------------------------------------------------|
 DE9625
 DE9625                          SUPERSEDED SURVEY CONTROL
 DE9625
 DE9625  NAD 83(2007)-  43 54 14.30664(N)    093 55 24.77211(W) AD(2002.00) 0
 DE9625  ELLIP H (02/10/07)  283.146  (m)                       GP(2002.00)    
 DE9625  NAD 83(1996)-  43 54 14.30602(N)    093 55 24.77144(W) AD(       ) 1
 DE9625  ELLIP H (01/23/03)  283.188  (m)                       GP(       ) 3 2
 DE9625  NAVD 88 (06/17/15)  311.820  (m)         1023.03   (f) SUPERSEDED  2 1
 DE9625  NAVD 88 (08/10/04)  311.803  (m)         1022.97   (f) SUPERSEDED  2 1
 DE9625  NAVD 88             311.81   (m)         1023.0    (f) LEVELING    3  
 DE9625
 DE9625.Superseded values are not recommended for survey control.
 DE9625
 DE9625.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE9625.See file dsdata.pdf to determine how the superseded data were derived.
 DE9625
 DE9625_MARKER: DB = BENCH MARK DISK
 DE9625_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 DE9625_STAMPING: 0703 C 1952
 DE9625_MARK LOGO: MNHD
 DE9625_PROJECTION: PROJECTING 5 CENTIMETERS
 DE9625_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DE9625_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DE9625_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE9625+SATELLITE: SATELLITE OBSERVATIONS - August 30, 2022
 DE9625
 DE9625  HISTORY     - Date     Condition        Report By
 DE9625  HISTORY     - 19520401 MONUMENTED       MNHD
 DE9625  HISTORY     - 19991014 GOOD             MNDT
 DE9625  HISTORY     - 20130610 GOOD             MNDT
 DE9625  HISTORY     - 20160511 GOOD             MNDT
 DE9625  HISTORY     - 20191009 GOOD             MNDT
 DE9625  HISTORY     - 20200319 GOOD             MNDT
 DE9625  HISTORY     - 20220830 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.
 DE9625
 DE9625                          STATION RECOVERY (2013)
 DE9625
 DE9625'RECOVERY NOTE BY MN DEPT OF TRANSP 2013 (KMS)
 DE9625'THE STATION IS LOCATED ABOUT 7.4 MI (11.9 KM) SOUTH-SOUTHEAST OF
 DE9625'BEAUFORD, 6.3 MI (10.1 KM) NORTHWEST OF MINNESOTA LAKE AND 2.4 MI (3.9
 DE9625'KM) SOUTHEAST OF MAPLETON.
 DE9625'
 DE9625'1.0 MILE SOUTHEAST OF MAPLETON, 2.0 MI (3.2 KM) SOUTHEAST ON TRUNK
 DE9625'HIGHWAY 22 FROM NORTH JUNCTION OF TRUNK HIGHWAY 22 AND TRUNK HIGHWAY
 DE9625'30, AT TRUNK HIGHWAY 22 MILE POINT 33.0.
 DE9625'
 DE9625'IT IS 51.0 FT (15.5 M) NORTHWEST OF ENTRANCE, 50.5 FT (15.4 M)
 DE9625'SOUTHWEST OF TRUNK HIGHWAY 22, 20.7 FT (6.3 M) WEST-NORTHWEST OF POWER
 DE9625'POLE, 0.5 FT (15 CM) NORTHEAST OF A WITNESS POST.
 DE9625
 DE9625                          STATION RECOVERY (2016)
 DE9625
 DE9625'RECOVERY NOTE BY MN DEPT OF TRANSP 2016 (KMS)
 DE9625'RECOVERED AS DESCRIBED.
 DE9625
 DE9625                          STATION RECOVERY (2019)
 DE9625
 DE9625'RECOVERY NOTE BY MN DEPT OF TRANSP 2019 (MPP)
 DE9625'1.0 MI (1.6 KM) SOUTHEAST OF MAPLETON, 2.0 MI (3.2 KM) SOUTHEAST ALONG
 DE9625'TRUNK HIGHWAY 22 FROM THE NORTH JUNCTION OF TRUNK HIGHWAY 22 AND TRUNK
 DE9625'HIGHWAY 30, AT TRUNK HIGHWAY 22 MILE POINT 33.0, 51.0 FT (15.5 M)
 DE9625'NORTHWEST OF AN ENTRANCE, 50.5 FT (15.4 M) SOUTHWEST OF TRUNK HIGHWAY
 DE9625'22, 20.7 FT (6.3 M) WEST-NORTHWEST OF A POWER POLE, 0.5 FT (15 CM)
 DE9625'NORTHEAST OF A WITNESS POST.
 DE9625
 DE9625                          STATION RECOVERY (2020)
 DE9625
 DE9625'RECOVERY NOTE BY MN DEPT OF TRANSP 2020 (RXJ)
 DE9625'RECOVERED AS DESCRIBED.
 DE9625
 DE9625                          STATION RECOVERY (2022)
 DE9625
 DE9625'RECOVERY NOTE BY MN DEPT OF TRANSP 2022 (KMS)
 DE9625'1.0 MI (1.6 KM) SOUTHEAST OF MAPLETON, 2.0 MI (3.2 KM) SOUTHEAST ALONG
 DE9625'TRUNK HIGHWAY 22 FROM THE NORTH JUNCTION OF TRUNK HIGHWAY 22 AND TRUNK
 DE9625'HIGHWAY 30 IN MAPLETON, AT TRUNK HIGHWAY 22 MILE POINT 33.0, 51.0 FT
 DE9625'(15.5 M) NORTHWEST OF AN ENTRANCE, 50.5 FT (15.4 M) SOUTHWEST OF TRUNK
 DE9625'HIGHWAY 22, 20.7 FT (6.3 M) WEST-NORTHWEST OF A POWER POLE, 1.0 FT
 DE9625'(0.3 M) NORTHEAST OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DE9626 ***********************************************************************
 DE9626  DESIGNATION -  0703 F
 DE9626  PID         -  DE9626
 DE9626  STATE/COUNTY-  MN/BLUE EARTH
 DE9626  COUNTRY     -  US
 DE9626  USGS QUAD   -  MAPLETON (2019)
 DE9626
 DE9626                         *CURRENT SURVEY CONTROL
 DE9626  ______________________________________________________________________
 DE9626* NAD 83(2011) POSITION- 43 53 15.96002(N) 093 53 54.31531(W)   ADJUSTED
 DE9626* NAD 83(2011) ELLIP HT-   285.473 (meters)        (06/27/12)   ADJUSTED
 DE9626* NAD 83(2011) EPOCH   -  2010.00
 DE9626* NAVD 88 ORTHO HEIGHT -   314.247 (meters)     1030.99  (feet) ADJUSTED
 DE9626  ______________________________________________________________________
 DE9626  GEOID HEIGHT    -        -28.771 (meters)                     GEOID18
 DE9626  NAD 83(2011) X  -   -313,038.646 (meters)                     COMP
 DE9626  NAD 83(2011) Y  - -4,593,682.225 (meters)                     COMP
 DE9626  NAD 83(2011) Z  -  4,399,310.601 (meters)                     COMP
 DE9626  LAPLACE CORR    -         -6.26  (seconds)                    DEFLEC18
 DE9626  DYNAMIC HEIGHT  -        314.184 (meters)     1030.79  (feet) COMP
 DE9626  MODELED GRAVITY -    980,410.6   (mgal)                       NAVD 88
 DE9626
 DE9626  VERT ORDER      -  SECOND    CLASS I
 DE9626
 DE9626  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DE9626  Standards:
 DE9626         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DE9626            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DE9626  -------------------------------------------------------------------
 DE9626  NETWORK    0.38   0.71           0.17   0.14   0.36     -0.06573509
 DE9626  -------------------------------------------------------------------
 DE9626  Click here for local accuracies and other accuracy information.
 DE9626
 DE9626.The horizontal coordinates were established by GPS observations
 DE9626.and adjusted by the National Geodetic Survey in June 2012.
 DE9626
 DE9626.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DE9626.been affixed to the stable North American tectonic plate. See 
 DE9626.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DE9626
 DE9626.The horizontal coordinates are valid at the epoch date displayed above
 DE9626.which is a decimal equivalence of Year/Month/Day.
 DE9626
 DE9626.The orthometric height was determined by differential leveling and
 DE9626.adjusted by the NATIONAL GEODETIC SURVEY
 DE9626.in April 2020.
 DE9626
 DE9626.Significant digits in the geoid height do not necessarily reflect accuracy.
 DE9626.GEOID18 height accuracy estimate available here.
 DE9626
 DE9626.Click photographs - Photos may exist for this station.
 DE9626
 DE9626.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DE9626
 DE9626.The Laplace correction was computed from DEFLEC18 derived deflections.
 DE9626
 DE9626.The ellipsoidal height was determined by GPS observations
 DE9626.and is referenced to NAD 83.
 DE9626
 DE9626.The dynamic height is computed by dividing the NAVD 88
 DE9626.geopotential number by the normal gravity value computed on the
 DE9626.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE9626.degrees latitude (g = 980.6199 gals.).
 DE9626
 DE9626.The modeled gravity was interpolated from observed gravity values.
 DE9626
 DE9626. The following values were computed from the NAD 83(2011) position.
 DE9626
 DE9626;                    North         East     Units Scale Factor Converg.
 DE9626;SPC MN S     -   198,647.106   808,162.440   MT  0.99997901   +0 04 16.3
 DE9626;SPC MN S     -   651,728.05  2,651,446.27   sFT  0.99997901   +0 04 16.3
 DE9626;UTM  15      - 4,859,799.708   427,834.140   MT  0.99966405   -0 37 22.3
 DE9626
 DE9626!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE9626!SPC MN S     -   0.99995524  x   0.99997901  =   0.99993425
 DE9626!UTM  15      -   0.99995524  x   0.99966405  =   0.99961930
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVJ2783459799(NAD 83)
 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  NAD 83(2007)-  43 53 15.96002(N)    093 53 54.31604(W) AD(2002.00) 0
 DE9626  ELLIP H (02/10/07)  285.498  (m)                       GP(2002.00)    
 DE9626  NAD 83(1996)-  43 53 15.95946(N)    093 53 54.31538(W) AD(       ) 1
 DE9626  ELLIP H (01/23/03)  285.543  (m)                       GP(       ) 3 2
 DE9626  NAVD 88 (08/10/04)  314.241  (m)         1030.97   (f) SUPERSEDED  2 1
 DE9626  NAVD 88             314.24   (m)         1031.0    (f) LEVELING    3  
 DE9626
 DE9626.Superseded values are not recommended for survey control.
 DE9626
 DE9626.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE9626.See file dsdata.pdf to determine how the superseded data were derived.
 DE9626
 DE9626_MARKER: DB = BENCH MARK DISK
 DE9626_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 DE9626_STAMPING: 0703 F 1952
 DE9626_MARK LOGO: MNHD
 DE9626_PROJECTION: RECESSED 8 CENTIMETERS
 DE9626_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DE9626_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DE9626_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE9626+SATELLITE: SATELLITE OBSERVATIONS - May 06, 2024
 DE9626
 DE9626  HISTORY     - Date     Condition        Report By
 DE9626  HISTORY     - 19520401 MONUMENTED       MNHD
 DE9626  HISTORY     - 19991014 GOOD             MNDT
 DE9626  HISTORY     - 20180710 GOOD             MNDT
 DE9626  HISTORY     - 20220830 GOOD             MNDT
 DE9626  HISTORY     - 20240506 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
 DE9626'(6.0 KM) SOUTH OF NORTH JCT OF TH 22 AND TH 30, AT TH 22 MP 31.35, IN
 DE9626'SOUTHWEST CORNER OF JCT OF TH 22 AND CO RD 156, 50.4 FT (15.4 M)
 DE9626'SOUTHWEST OF TH 22, 38.4 FT (11.7 M) WEST OF CO RD 156, 4.6 FT (1.4 M)
 DE9626'NORTHWEST OF P-POLE, 1.3 FT (0.4 M) NORTH OF WITNESS POST, RECESSED
 DE9626'0.25 FT.
 DE9626
 DE9626                          STATION RECOVERY (2018)
 DE9626
 DE9626'RECOVERY NOTE BY MN DEPT OF TRANSP 2018 (KDJ)
 DE9626'RECOVERED AS DESCRIBED.
 DE9626
 DE9626                          STATION RECOVERY (2022)
 DE9626
 DE9626'RECOVERY NOTE BY MN DEPT OF TRANSP 2022 (KMS)
 DE9626'3.7 MI (6.0 KM) SOUTH OF MAPLETON, 3.7 MI (6.0 KM) SOUTHEAST ALONG
 DE9626'TRUNK HIGHWAY 22 FROM THE NORTH JUNCTION OF TRUNK HIGHWAY 22 AND TRUNK
 DE9626'HIGHWAY 30 IN MAPLETON, AT TRUNK HIGHWAY 22 MILE POINT 31.35, 50.4 FT
 DE9626'(15.4 M) SOUTHWEST OF TRUNK HIGHWAY 22, 38.4 FT (11.7 M) WEST OF
 DE9626'COUNTY ROAD 156 (597TH AVENUE), 4.6 FT (1.4 M) NORTHWEST OF A POWER
 DE9626'POLE, 1.3 FT (0.4 M) NORTH OF A WITNESS POST.
 DE9626
 DE9626                          STATION RECOVERY (2024)
 DE9626
 DE9626'RECOVERY NOTE BY MN DEPT OF TRANSP 2024 (AXH)
 DE9626'THE MARK IS LOCATED ABOUT IN 3.7 MI (6.0 KM) SOUTH OF MAPLETON, 3.7 MI
 DE9626'(6.0 KM) SOUTHEAST ALONG TRUNK HIGHWAY 22 FROM THE NORTH JUNCTION OF
 DE9626'TRUNK HIGHWAY 22 AND TRUNK HIGHWAY 30 IN MAPLETON, AT TRUNK HIGHWAY 22
 DE9626'MILE POINT 31.35, 50.4 FT (15.4 M) SOUTHWEST OF TRUNK HIGHWAY 22, 38.4
 DE9626'FT (11.7 M) WEST OF COUNTY ROAD 156 (597TH AVENUE), 4.6 FT (1.4 M)
 DE9626'NORTHWEST OF A POWER POLE, 1.3 FT (0.4 M) NORTH OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DQ5497 ***********************************************************************
 DQ5497  DESIGNATION -  0703 L RESET
 DQ5497  PID         -  DQ5497
 DQ5497  STATE/COUNTY-  MN/BLUE EARTH
 DQ5497  COUNTRY     -  US
 DQ5497  USGS QUAD   -  MAPLETON (2019)
 DQ5497
 DQ5497                         *CURRENT SURVEY CONTROL
 DQ5497  ______________________________________________________________________
 DQ5497* NAD 83(2011) POSITION- 43 55 14.07159(N) 093 56 38.66829(W)   ADJUSTED
 DQ5497* NAD 83(2011) ELLIP HT-   284.731 (meters)        (06/25/20)   ADJUSTED
 DQ5497* NAD 83(2011) EPOCH   -  2010.00
 DQ5497* NAVD 88 ORTHO HEIGHT -   313.326 (meters)     1027.97  (feet) ADJUSTED
 DQ5497  ______________________________________________________________________
 DQ5497  GEOID HEIGHT    -        -28.611 (meters)                     GEOID18
 DQ5497  NAD 83(2011) X  -   -316,524.897 (meters)                     COMP
 DQ5497  NAD 83(2011) Y  - -4,590,908.762 (meters)                     COMP
 DQ5497  NAD 83(2011) Z  -  4,401,936.713 (meters)                     COMP
 DQ5497  LAPLACE CORR    -         -6.32  (seconds)                    DEFLEC18
 DQ5497  DYNAMIC HEIGHT  -        313.266 (meters)     1027.77  (feet) COMP
 DQ5497  MODELED GRAVITY -    980,421.1   (mgal)                       NAVD 88
 DQ5497
 DQ5497  VERT ORDER      -  SECOND    CLASS I
 DQ5497
 DQ5497  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DQ5497  Standards:
 DQ5497         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DQ5497            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DQ5497  -------------------------------------------------------------------
 DQ5497  NETWORK    0.84   1.23           0.38   0.29   0.63      0.09183474
 DQ5497  -------------------------------------------------------------------
 DQ5497  Click here for local accuracies and other accuracy information.
 DQ5497
 DQ5497.The horizontal coordinates were established by GPS observations
 DQ5497.and adjusted by the MN DEPT OF TRANSP in June 2020.
 DQ5497
 DQ5497.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DQ5497.been affixed to the stable North American tectonic plate. See 
 DQ5497.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DQ5497
 DQ5497.The horizontal coordinates are valid at the epoch date displayed above
 DQ5497.which is a decimal equivalence of Year/Month/Day.
 DQ5497
 DQ5497.The orthometric height was determined by differential leveling and
 DQ5497.adjusted by the NATIONAL GEODETIC SURVEY
 DQ5497.in May 2019.
 DQ5497
 DQ5497.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ5497.GEOID18 height accuracy estimate available here.
 DQ5497
 DQ5497.Click photographs - Photos may exist for this station.
 DQ5497
 DQ5497.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DQ5497
 DQ5497.The Laplace correction was computed from DEFLEC18 derived deflections.
 DQ5497
 DQ5497.The ellipsoidal height was determined by GPS observations
 DQ5497.and is referenced to NAD 83.
 DQ5497
 DQ5497.The dynamic height is computed by dividing the NAVD 88
 DQ5497.geopotential number by the normal gravity value computed on the
 DQ5497.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ5497.degrees latitude (g = 980.6199 gals.).
 DQ5497
 DQ5497.The modeled gravity was interpolated from observed gravity values.
 DQ5497
 DQ5497. The following values were computed from the NAD 83(2011) position.
 DQ5497
 DQ5497;                    North         East     Units Scale Factor Converg.
 DQ5497;SPC MN S     -   202,288.878   804,491.428   MT  0.99997309   +0 02 21.1
 DQ5497;SPC MN S     -   663,676.09  2,639,402.29   sFT  0.99997309   +0 02 21.1
 DQ5497;UTM  15      - 4,863,484.544   424,208.631   MT  0.99967065   -0 39 17.6
 DQ5497
 DQ5497!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DQ5497!SPC MN S     -   0.99995535  x   0.99997309  =   0.99992845
 DQ5497!UTM  15      -   0.99995535  x   0.99967065  =   0.99962602
 DQ5497
 DQ5497_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVJ2420863484(NAD 83)
 DQ5497
 DQ5497                          SUPERSEDED SURVEY CONTROL
 DQ5497
 DQ5497.No superseded survey control is available for this station.
 DQ5497
 DQ5497_MARKER: I = METAL ROD
 DQ5497_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DQ5497_STAMPING: 0703 L RESET 2016
 DQ5497_MARK LOGO: MNDT
 DQ5497_PROJECTION: RECESSED 10 CENTIMETERS
 DQ5497_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DQ5497_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ5497_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ5497+SATELLITE: SATELLITE OBSERVATIONS - August 30, 2022
 DQ5497_ROD/PIPE-DEPTH: 7.6 meters
 DQ5497
 DQ5497  HISTORY     - Date     Condition        Report By
 DQ5497  HISTORY     - 20160504 MONUMENTED       MNDT
 DQ5497  HISTORY     - 20200317 GOOD             MNDT
 DQ5497  HISTORY     - 20220830 GOOD             MNDT
 DQ5497
 DQ5497                          STATION DESCRIPTION
 DQ5497
 DQ5497'DESCRIBED BY MN DEPT OF TRANSP 2016
 DQ5497'THE MARK IS LOCATED ABOUT 0.5 MI (0.8 KM) SOUTH OF MAPLETON.
 DQ5497'
 DQ5497'TO REACH THE MARK GO 0.5 MI (0.8 KM) SOUTHEAST ALONG TRUNK HIGHWAY 22
 DQ5497'FROM THE JUNCTION OF TRUNK HIGHWAY 22 AND TRUNK HIGHWAY 30 IN
 DQ5497'MAPLETON, AT TRUNK HIGHWAY 22 MILE POINT 34.55.
 DQ5497'
 DQ5497'THE MARK IS LOCATED 95.0 FT (29.0 M) SOUTHWEST OF TRUNK HIGHWAY 22,
 DQ5497'27.3 FT (8.3 M) SOUTH OF BORCHERT STREET SOUTHEAST, 25.2 FT (7.7 M)
 DQ5497'EAST-SOUTHEAST OF POWER POLE, 2.6 FT (0.8 M) SOUTH OF A WITNESS POST.
 DQ5497
 DQ5497                          STATION RECOVERY (2020)
 DQ5497
 DQ5497'RECOVERY NOTE BY MN DEPT OF TRANSP 2020 (AXJ)
 DQ5497'RECOVERED AS DESCRIBED.
 DQ5497
 DQ5497                          STATION RECOVERY (2022)
 DQ5497
 DQ5497'RECOVERY NOTE BY MN DEPT OF TRANSP 2022 (KMS)
 DQ5497'0.5 MI (0.8 KM) SOUTH OF MAPLETON, 0.5 MI (0.8 KM) SOUTHEAST ALONG
 DQ5497'TRUNK HIGHWAY 22 FROM THE JUNCTION OF TRUNK HIGHWAY 22 AND TRUNK
 DQ5497'HIGHWAY 30 IN MAPLETON, AT TRUNK HIGHWAY 22 MILE POINT 34.55, 95.0 FT
 DQ5497'(29.0 M) SOUTHWEST OF TRUNK HIGHWAY 22, 27.3 FT (8.3 M) SOUTH OF
 DQ5497'BORCHERT STREET SOUTHEAST, 25.2 FT (7.7 M) EAST-SOUTHEAST OF A POWER
 DQ5497'POLE, 2.6 FT (0.8 M) SOUTH OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 PP2049 ***********************************************************************
 PP2049  DESIGNATION -  0703 M A
 PP2049  PID         -  PP2049
 PP2049  STATE/COUNTY-  MN/BLUE EARTH
 PP2049  COUNTRY     -  US
 PP2049  USGS QUAD   -  MANKATO EAST (2019)
 PP2049
 PP2049                         *CURRENT SURVEY CONTROL
 PP2049  ______________________________________________________________________
 PP2049* NAD 83(1986) POSITION- 44 10 29.     (N) 093 59 54.     (W)   SCALED
 PP2049* NAVD 88 ORTHO HEIGHT -   240.163 (meters)      787.93  (feet) ADJUSTED
 PP2049  ______________________________________________________________________
 PP2049  GEOID HEIGHT    -        -28.329 (meters)                     GEOID18
 PP2049  DYNAMIC HEIGHT  -        240.128 (meters)      787.82  (feet) COMP
 PP2049  MODELED GRAVITY -    980,469.4   (mgal)                       NAVD 88
 PP2049
 PP2049  VERT ORDER      -  SECOND    CLASS I
 PP2049
 PP2049.The horizontal coordinates were scaled from a map and have
 PP2049.an estimated accuracy of +/- 6 seconds.
 PP2049
 PP2049.The orthometric height was determined by differential leveling and
 PP2049.adjusted by the NATIONAL GEODETIC SURVEY
 PP2049.in June 1991.
 PP2049
 PP2049.Significant digits in the geoid height do not necessarily reflect accuracy.
 PP2049.GEOID18 height accuracy estimate available here.
 PP2049
 PP2049.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVJ201917(NAD 83)
 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
 PP2049.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PP2049.See file dsdata.pdf to determine how the superseded data were derived.
 PP2049
 PP2049_MARKER: DB = BENCH MARK DISK
 PP2049_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 PP2049+WITH SETTING: PAVEMENT
 PP2049_SP_SET: RAILROAD SIGNAL BASE
 PP2049_STAMPING: 07 M 3 A 1978
 PP2049_MARK LOGO: MNHD
 PP2049_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PP2049+STABILITY: SURFACE MOTION
 PP2049
 PP2049  HISTORY     - Date     Condition        Report By
 PP2049  HISTORY     - 1978     MONUMENTED       MNHD
 PP2049
 PP2049                          STATION DESCRIPTION
 PP2049
 PP2049'DESCRIBED BY MN HIGHWAY DEPT 1978
 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 = MARCH 21, 2026 06:05:54 EDT
 DS3048 ***********************************************************************
 DS3048  HT_MOD      -  This is a Height Modernization Survey Station.
 DS3048  DESIGNATION -  0703 N RESET
 DS3048  PID         -  DS3048
 DS3048  STATE/COUNTY-  MN/BLUE EARTH
 DS3048  COUNTRY     -  US
 DS3048  USGS QUAD   -  MAPLETON (2019)
 DS3048
 DS3048                         *CURRENT SURVEY CONTROL
 DS3048  ______________________________________________________________________
 DS3048* NAD 83(2011) POSITION- 43 53 38.69905(N) 093 54 30.38935(W)   ADJUSTED
 DS3048* NAD 83(2011) ELLIP HT-   284.749 (meters)        (01/24/25)   ADJUSTED
 DS3048* NAD 83(2011) EPOCH   -  2010.00
 DS3048* NAVD 88 ORTHO HEIGHT -   313.48  (meters)     1028.5   (feet) GPS OBS
 DS3048  ______________________________________________________________________
 DS3048  GEOID HEIGHT    -        -28.738 (meters)                     GEOID18
 DS3048  NAD 83(2011) X  -   -313,808.837 (meters)                     COMP
 DS3048  NAD 83(2011) Y  - -4,593,141.436 (meters)                     COMP
 DS3048  NAD 83(2011) Z  -  4,399,815.893 (meters)                     COMP
 DS3048  LAPLACE CORR    -         -6.39  (seconds)                    DEFLEC18
 DS3048
 DS3048  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DS3048  Standards:
 DS3048         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DS3048            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DS3048  -------------------------------------------------------------------
 DS3048  NETWORK    0.42   1.27           0.19   0.15   0.65     -0.06927064
 DS3048  -------------------------------------------------------------------
 DS3048  Click here for local accuracies and other accuracy information.
 DS3048
 DS3048.The horizontal coordinates were established by GPS observations
 DS3048.and adjusted by the MN DEPT OF TRANSP in January 2025.
 DS3048
 DS3048.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DS3048.been affixed to the stable North American tectonic plate. See 
 DS3048.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DS3048
 DS3048.The horizontal coordinates are valid at the epoch date displayed above
 DS3048.which is a decimal equivalence of Year/Month/Day.
 DS3048
 DS3048.The orthometric height was determined by GPS observations and a
 DS3048.high-resolution geoid model using precise GPS observation and
 DS3048.processing techniques.
 DS3048
 DS3048.Significant digits in the geoid height do not necessarily reflect accuracy.
 DS3048.GEOID18 height accuracy estimate available here.
 DS3048
 DS3048.Click photographs - Photos may exist for this station.
 DS3048
 DS3048.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DS3048
 DS3048.The Laplace correction was computed from DEFLEC18 derived deflections.
 DS3048
 DS3048.The ellipsoidal height was determined by GPS observations
 DS3048.and is referenced to NAD 83.
 DS3048
 DS3048. The following values were computed from the NAD 83(2011) position.
 DS3048
 DS3048;                    North         East     Units Scale Factor Converg.
 DS3048;SPC MN S     -   199,347.954   807,356.447   MT  0.99997784   +0 03 51.0
 DS3048;SPC MN S     -   654,027.41  2,648,801.94   sFT  0.99997784   +0 03 51.0
 DS3048;UTM  15      - 4,860,510.045   427,036.945   MT  0.99966548   -0 37 47.6
 DS3048
 DS3048!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DS3048!SPC MN S     -   0.99995535  x   0.99997784  =   0.99993319
 DS3048!UTM  15      -   0.99995535  x   0.99966548  =   0.99962085
 DS3048
 DS3048_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVJ2703660510(NAD 83)
 DS3048
 DS3048                          SUPERSEDED SURVEY CONTROL
 DS3048
 DS3048.No superseded survey control is available for this station.
 DS3048
 DS3048_MARKER: I = METAL ROD
 DS3048_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DS3048_STAMPING: 0703 N RESET 2022
 DS3048_MARK LOGO: MNDT
 DS3048_PROJECTION: RECESSED 5 CENTIMETERS
 DS3048_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DS3048_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DS3048_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DS3048+SATELLITE: SATELLITE OBSERVATIONS - May 06, 2024
 DS3048_ROD/PIPE-DEPTH: 11.9 meters
 DS3048
 DS3048  HISTORY     - Date     Condition        Report By
 DS3048  HISTORY     - 20220921 MONUMENTED       MNDT
 DS3048  HISTORY     - 20240506 GOOD             MNDT
 DS3048
 DS3048                          STATION DESCRIPTION
 DS3048
 DS3048'DESCRIBED BY MN DEPT OF TRANSP 2022
 DS3048'THE MARK IS LOCATED ABOUT 8.2 MI (13.2 KM) SOUTH-SOUTHEAST OF
 DS3048'BEAUFORD, 5.3 MI (8.5 KM) NORTHWEST OF MINNESOTA LAKE AND 3.4 MI (5.5
 DS3048'KM) SOUTHEAST OF MAPLETON.
 DS3048'
 DS3048'THE MARK WAS LOCATED ABOUT 3.0 MI (4.8 KM) SOUTH OF MAPLETON, 3.05 MI
 DS3048'(4.91 KM) SOUTHEAST ALONG TRUNK HIGHWAY 22 FROM THE JUNCTION OF TRUNK
 DS3048'HIGHWAY 22 AND TRUNK HIGHWAY 30 IN MAPLETON, AT TRUNK HIGHWAY 22 MILE
 DS3048'POINT 32.0.
 DS3048'
 DS3048'IT IS 92.0 FT (28.0 M) SOUTHWEST OF TRUNK HIGHWAY 22, 24.0 FT (7.3 M)
 DS3048'WEST OF 594TH AVENUE, 61.2 FT (18.7 M) SOUTH-SOUTHEAST OF A POWER POLE
 DS3048'AND 12.3 FT (3.7 M) SOUTH OF A WITNESS POST.
 DS3048'
 DS3048'NOTE-THE STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM ROD
 DS3048'DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION REMOVABLE DISK
 DS3048'SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH PVC
 DS3048'PIPE BACK FILLED WITH WASHED SAND.
 DS3048
 DS3048                          STATION RECOVERY (2024)
 DS3048
 DS3048'RECOVERY NOTE BY MN DEPT OF TRANSP 2024 (RXJ)
 DS3048'THE MARK IS LOCATED ABOUT IN 3.0 MI (4.8 KM) SOUTH OF MAPLETON, 3.05
 DS3048'MI (4.91 KM) SOUTHEAST ALONG TRUNK HIGHWAY 22 FROM THE JUNCTION OF
 DS3048'TRUNK HIGHWAY 22 AND TRUNK HIGHWAY 30 IN MAPLETON, AT TRUNK HIGHWAY 22
 DS3048'MILE POINT 32.0, 92.0 FT (28.0 M) SOUTHWEST OF TRUNK HIGHWAY 22, 24.0
 DS3048'FT (7.3 M) WEST OF 594TH AVENUE, 61.2 FT (18.7 M) SOUTH-SOUTHEAST OF A
 DS3048'POWER POLE, 12.3 FT (3.7 M) SOUTH OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DE9627 ***********************************************************************
 DE9627  DESIGNATION -  0703 P
 DE9627  PID         -  DE9627
 DE9627  STATE/COUNTY-  MN/BLUE EARTH
 DE9627  COUNTRY     -  US
 DE9627  USGS QUAD   -  MINNESOTA LAKE (2019)
 DE9627
 DE9627                         *CURRENT SURVEY CONTROL
 DE9627  ______________________________________________________________________
 DE9627* NAD 83(2011) POSITION- 43 51 45.53995(N) 093 51 28.50902(W)   ADJUSTED
 DE9627* NAD 83(2011) ELLIP HT-   286.352 (meters)        (06/27/12)   ADJUSTED
 DE9627* NAD 83(2011) EPOCH   -  2010.00
 DE9627* NAVD 88 ORTHO HEIGHT -   315.252 (meters)     1034.29  (feet) ADJUSTED
 DE9627  ______________________________________________________________________
 DE9627  GEOID HEIGHT    -        -28.898 (meters)                     GEOID18
 DE9627  NAD 83(2011) X  -   -309,921.532 (meters)                     COMP
 DE9627  NAD 83(2011) Y  - -4,595,832.910 (meters)                     COMP
 DE9627  NAD 83(2011) Z  -  4,397,299.434 (meters)                     COMP
 DE9627  LAPLACE CORR    -         -5.84  (seconds)                    DEFLEC18
 DE9627  DYNAMIC HEIGHT  -        315.187 (meters)     1034.08  (feet) COMP
 DE9627  MODELED GRAVITY -    980,402.1   (mgal)                       NAVD 88
 DE9627
 DE9627  VERT ORDER      -  SECOND    CLASS I
 DE9627
 DE9627  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DE9627  Standards:
 DE9627         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DE9627            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DE9627  -------------------------------------------------------------------
 DE9627  NETWORK    0.36   0.63           0.16   0.13   0.32     -0.04774192
 DE9627  -------------------------------------------------------------------
 DE9627  Click here for local accuracies and other accuracy information.
 DE9627
 DE9627.The horizontal coordinates were established by GPS observations
 DE9627.and adjusted by the National Geodetic Survey in June 2012.
 DE9627
 DE9627.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DE9627.been affixed to the stable North American tectonic plate. See 
 DE9627.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DE9627
 DE9627.The horizontal coordinates are valid at the epoch date displayed above
 DE9627.which is a decimal equivalence of Year/Month/Day.
 DE9627
 DE9627.The orthometric height was determined by differential leveling and
 DE9627.adjusted by the NATIONAL GEODETIC SURVEY
 DE9627.in August 2004.
 DE9627
 DE9627.Significant digits in the geoid height do not necessarily reflect accuracy.
 DE9627.GEOID18 height accuracy estimate available here.
 DE9627
 DE9627.Click photographs - Photos may exist for this station.
 DE9627
 DE9627.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DE9627
 DE9627.The Laplace correction was computed from DEFLEC18 derived deflections.
 DE9627
 DE9627.The ellipsoidal height was determined by GPS observations
 DE9627.and is referenced to NAD 83.
 DE9627
 DE9627.The dynamic height is computed by dividing the NAVD 88
 DE9627.geopotential number by the normal gravity value computed on the
 DE9627.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE9627.degrees latitude (g = 980.6199 gals.).
 DE9627
 DE9627.The modeled gravity was interpolated from observed gravity values.
 DE9627
 DE9627. The following values were computed from the NAD 83(2011) position.
 DE9627
 DE9627;                    North         East     Units Scale Factor Converg.
 DE9627;SPC MN S     -   195,861.302   811,421.827   MT  0.99998376   +0 05 58.5
 DE9627;SPC MN S     -   642,588.29  2,662,139.78   sFT  0.99998376   +0 05 58.5
 DE9627;UTM  15      - 4,856,975.531   431,058.509   MT  0.99965846   -0 35 40.2
 DE9627
 DE9627!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE9627!SPC MN S     -   0.99995510  x   0.99998376  =   0.99993886
 DE9627!UTM  15      -   0.99995510  x   0.99965846  =   0.99961358
 DE9627
 DE9627:                Primary Azimuth Mark                     Grid Az
 DE9627:SPC MN S     -  0703 Q                                   131 09 36.1
 DE9627:UTM  15      -  0703 Q                                   131 51 14.8
 DE9627
 DE9627_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVJ3105856975(NAD 83)
 DE9627
 DE9627|---------------------------------------------------------------------|
 DE9627| PID    Reference Object                     Distance      Geod. Az  |
 DE9627|                                                           dddmmss.s |
 DE9627| DE9628 0703 Q                              APPROX. 1.2 KM 1311534.6 |
 DE9627|---------------------------------------------------------------------|
 DE9627
 DE9627                          SUPERSEDED SURVEY CONTROL
 DE9627
 DE9627  NAD 83(2007)-  43 51 45.53997(N)    093 51 28.50977(W) AD(2002.00) 0
 DE9627  ELLIP H (02/10/07)  286.376  (m)                       GP(2002.00)    
 DE9627  NAD 83(1996)-  43 51 45.53941(N)    093 51 28.50911(W) AD(       ) 1
 DE9627  ELLIP H (01/23/03)  286.424  (m)                       GP(       ) 3 2
 DE9627  NAVD 88             315.25   (m)         1034.3    (f) LEVELING    3  
 DE9627
 DE9627.Superseded values are not recommended for survey control.
 DE9627
 DE9627.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE9627.See file dsdata.pdf to determine how the superseded data were derived.
 DE9627
 DE9627_MARKER: DD = SURVEY DISK
 DE9627_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DE9627_STAMPING: 0703 P 1999
 DE9627_MARK LOGO: MNDT
 DE9627_PROJECTION: RECESSED 3 CENTIMETERS
 DE9627_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DE9627_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DE9627_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE9627+SATELLITE: SATELLITE OBSERVATIONS - May 06, 2024
 DE9627_ROD/PIPE-DEPTH: 4.6 meters
 DE9627
 DE9627  HISTORY     - Date     Condition        Report By
 DE9627  HISTORY     - 19991015 MONUMENTED       MNDT
 DE9627  HISTORY     - 20180710 GOOD             MNDT
 DE9627  HISTORY     - 20191009 GOOD             MNDT
 DE9627  HISTORY     - 20220830 GOOD             MNDT
 DE9627  HISTORY     - 20240506 GOOD             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.
 DE9627
 DE9627                          STATION RECOVERY (2018)
 DE9627
 DE9627'RECOVERY NOTE BY MN DEPT OF TRANSP 2018 (KDJ)
 DE9627'RECOVERED AS DESCRIBED.
 DE9627
 DE9627                          STATION RECOVERY (2019)
 DE9627
 DE9627'RECOVERY NOTE BY MN DEPT OF TRANSP 2019 (MPP)
 DE9627'1.7 MI (2.7 KM) NORTHWEST OF MINNESOTA LAKE, 1.7 MI (2.7 KM) NORTHWEST
 DE9627'ALONG TRUNK HIGHWAY 22 FROM THE JUNCTION OF TRUNK HIGHWAY 22 AND
 DE9627'COUNTY ROAD 21 IN MINNESOTA LAKE, AT TRUNK HIGHWAY 22 MILE POINT
 DE9627'28.65, 146.0 FT (44.5 M) NORTHEAST OF TRUNK HIGHWAY 22, 116.0 FT (35.4
 DE9627'M) EAST OF A POWER POLE, 31.0 FT (9.4 M) EAST OF COUNTY ROAD 158
 DE9627'(608TH AVENUE), 27.0 FT (8.2 M) EAST OF AN ENTRANCE, 8.1 FT (2.5 M)
 DE9627'NORTHEAST OF A 18.0 INCH DIAMETER CORRUGATED METAL PIPE, 7.5 FT (2.3
 DE9627'M) NORTH-NORTHEAST OF A WITNESS POST.
 DE9627
 DE9627                          STATION RECOVERY (2022)
 DE9627
 DE9627'RECOVERY NOTE BY MN DEPT OF TRANSP 2022 (KMS)
 DE9627'RECOVERED IN GOOD CONDITION.
 DE9627
 DE9627                          STATION RECOVERY (2024)
 DE9627
 DE9627'RECOVERY NOTE BY MN DEPT OF TRANSP 2024 (AXD)
 DE9627'THE MARK IS LOCATED ABOUT IN 1.7 MI (2.7 KM) NORTHWEST OF MINNESOTA
 DE9627'LAKE, 1.7 MI (2.7 KM) NORTHWEST ALONG TRUNK HIGHWAY 22 FROM THE
 DE9627'JUNCTION OF TRUNK HIGHWAY 22 AND COUNTY ROAD 21 IN MINNESOTA LAKE, AT
 DE9627'TRUNK HIGHWAY 22 MILE POINT 28.65, 146.0 FT (44.5 M) NORTHEAST OF
 DE9627'TRUNK HIGHWAY 22, 116.0 FT (35.4 M) EAST OF A POWER POLE, 31.0 FT (9.4
 DE9627'M) EAST OF COUNTY ROAD 158 (608TH AVENUE), 27.0 FT (8.2 M) EAST OF AN
 DE9627'ENTRANCE, 8.1 FT (2.5 M) NORTHEAST OF AN 18.0 INCH DIAMETER CORRUGATED
 DE9627'METAL PIPE, 7.5 FT (2.3 M) NORTH-NORTHEAST OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DS3051 ***********************************************************************
 DS3051  HT_MOD      -  This is a Height Modernization Survey Station.
 DS3051  DESIGNATION -  0703 Q RESET
 DS3051  PID         -  DS3051
 DS3051  STATE/COUNTY-  MN/BLUE EARTH
 DS3051  COUNTRY     -  US
 DS3051  USGS QUAD   -  MINNESOTA LAKE (2019)
 DS3051
 DS3051                         *CURRENT SURVEY CONTROL
 DS3051  ______________________________________________________________________
 DS3051* NAD 83(2011) POSITION- 43 51 19.41548(N) 093 50 47.35841(W)   ADJUSTED
 DS3051* NAD 83(2011) ELLIP HT-   289.661 (meters)        (01/24/25)   ADJUSTED
 DS3051* NAD 83(2011) EPOCH   -  2010.00
 DS3051* NAVD 88 ORTHO HEIGHT -   318.59  (meters)     1045.2   (feet) GPS OBS
 DS3051  ______________________________________________________________________
 DS3051  GEOID HEIGHT    -        -28.932 (meters)                     GEOID18
 DS3051  NAD 83(2011) X  -   -309,042.280 (meters)                     COMP
 DS3051  NAD 83(2011) Y  - -4,596,454.470 (meters)                     COMP
 DS3051  NAD 83(2011) Z  -  4,396,720.321 (meters)                     COMP
 DS3051  LAPLACE CORR    -         -5.71  (seconds)                    DEFLEC18
 DS3051
 DS3051  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DS3051  Standards:
 DS3051         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DS3051            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DS3051  -------------------------------------------------------------------
 DS3051  NETWORK    0.42   1.25           0.19   0.15   0.64     -0.07101287
 DS3051  -------------------------------------------------------------------
 DS3051  Click here for local accuracies and other accuracy information.
 DS3051
 DS3051.The horizontal coordinates were established by GPS observations
 DS3051.and adjusted by the MN DEPT OF TRANSP in January 2025.
 DS3051
 DS3051.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DS3051.been affixed to the stable North American tectonic plate. See 
 DS3051.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DS3051
 DS3051.The horizontal coordinates are valid at the epoch date displayed above
 DS3051.which is a decimal equivalence of Year/Month/Day.
 DS3051
 DS3051.The orthometric height was determined by GPS observations and a
 DS3051.high-resolution geoid model using precise GPS observation and
 DS3051.processing techniques.
 DS3051
 DS3051.Significant digits in the geoid height do not necessarily reflect accuracy.
 DS3051.GEOID18 height accuracy estimate available here.
 DS3051
 DS3051.Click photographs - Photos may exist for this station.
 DS3051
 DS3051.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DS3051
 DS3051.The Laplace correction was computed from DEFLEC18 derived deflections.
 DS3051
 DS3051.The ellipsoidal height was determined by GPS observations
 DS3051.and is referenced to NAD 83.
 DS3051
 DS3051. The following values were computed from the NAD 83(2011) position.
 DS3051
 DS3051;                    North         East     Units Scale Factor Converg.
 DS3051;SPC MN S     -   195,056.679   812,342.252   MT  0.99998517   +0 06 27.4
 DS3051;SPC MN S     -   639,948.45  2,665,159.54   sFT  0.99998517   +0 06 27.4
 DS3051;UTM  15      - 4,856,160.082   431,968.822   MT  0.99965692   -0 35 11.4
 DS3051
 DS3051!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DS3051!SPC MN S     -   0.99995458  x   0.99998517  =   0.99993975
 DS3051!UTM  15      -   0.99995458  x   0.99965692  =   0.99961152
 DS3051
 DS3051_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVJ3196856160(NAD 83)
 DS3051
 DS3051                          SUPERSEDED SURVEY CONTROL
 DS3051
 DS3051.No superseded survey control is available for this station.
 DS3051
 DS3051_MARKER: I = METAL ROD
 DS3051_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DS3051_STAMPING: 0703 Q RESET 2022
 DS3051_MARK LOGO: MNDT
 DS3051_PROJECTION: RECESSED 8 CENTIMETERS
 DS3051_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DS3051_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DS3051_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DS3051+SATELLITE: SATELLITE OBSERVATIONS - May 08, 2024
 DS3051_ROD/PIPE-DEPTH: 6.1 meters
 DS3051
 DS3051  HISTORY     - Date     Condition        Report By
 DS3051  HISTORY     - 20220921 MONUMENTED       MNDT
 DS3051  HISTORY     - 20240508 GOOD             MNDT
 DS3051
 DS3051                          STATION DESCRIPTION
 DS3051
 DS3051'DESCRIBED BY MN DEPT OF TRANSP 2022
 DS3051'THE MARK IS LOCATED ABOUT 7.5 MI (12.1 KM) SOUTHEAST OF MAPLETON, 6.8
 DS3051'MI (10.9 KM) NORTH-NORTHEAST OF EASTON AND 1.2 MI (1.9 KM) NORTHWEST
 DS3051'OF MINNESOTA LAKE.
 DS3051'
 DS3051'THE MARK WAS LOCATED ABOUT 1.0 MI (1.6 KM) NORTHWEST OF MINNESOTA
 DS3051'LAKE, 0.95 MI (1.53 KM) NORTHWEST ALONG TRUNK HIGHWAY 22 FROM THE
 DS3051'JUNCTION OF TRUNK HIGHWAY 22 AND COUNTY ROAD 21 IN MINNESOTA LAKE, AT
 DS3051'TRUNK HIGHWAY 22 MILE POINT 27.9.
 DS3051'
 DS3051'IT IS 71.0 FT (21.6 M) NORTHEAST OF TRUNK HIGHWAY 22, 35.0 FT (10.7 M)
 DS3051'NORTH OF A ROAD AND 2.8 FT (0.9 M) NORTHWEST OF A WITNESS POST.
 DS3051'
 DS3051'NOTE-THE STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM ROD
 DS3051'DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION REMOVABLE DISK
 DS3051'SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH PVC
 DS3051'PIPE BACK FILLED WITH WASHED SAND.
 DS3051
 DS3051                          STATION RECOVERY (2024)
 DS3051
 DS3051'RECOVERY NOTE BY MN DEPT OF TRANSP 2024 (AXD)
 DS3051'THE MARK IS LOCATED ABOUT IN 1.0 MI (1.6 KM) NORTHWEST OF MINNESOTA
 DS3051'LAKE, 0.95 MI (1.53 KM) NORTHWEST ALONG TRUNK HIGHWAY 22 FROM THE
 DS3051'JUNCTION OF TRUNK HIGHWAY 22 AND COUNTY ROAD 21 IN MINNESOTA LAKE, AT
 DS3051'TRUNK HIGHWAY 22 MILE POINT 27.9, 71.0 FT (21.6 M) NORTHEAST OF TRUNK
 DS3051'HIGHWAY 22, 35.0 FT (10.7 M) NORTH OF A ROAD, 2.8 FT (0.9 M) NORTHWEST
 DS3051'OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DP6213 ***********************************************************************
 DP6213  DESIGNATION -  0703 R
 DP6213  PID         -  DP6213
 DP6213  STATE/COUNTY-  MN/BLUE EARTH
 DP6213  COUNTRY     -  US
 DP6213  USGS QUAD   -  MAPLETON (2019)
 DP6213
 DP6213                         *CURRENT SURVEY CONTROL
 DP6213  ______________________________________________________________________
 DP6213* NAD 83(2011) POSITION- 43 54 43.78442(N) 093 55 59.48171(W)   ADJUSTED
 DP6213* NAD 83(2011) ELLIP HT-   282.992 (meters)        (06/25/20)   ADJUSTED
 DP6213* NAD 83(2011) EPOCH   -  2010.00
 DP6213* NAVD 88 ORTHO HEIGHT -   311.628 (meters)     1022.40  (feet) ADJUSTED
 DP6213  ______________________________________________________________________
 DP6213  GEOID HEIGHT    -        -28.649 (meters)                     GEOID18
 DP6213  NAD 83(2011) X  -   -315,697.092 (meters)                     COMP
 DP6213  NAD 83(2011) Y  - -4,591,614.439 (meters)                     COMP
 DP6213  NAD 83(2011) Z  -  4,401,262.102 (meters)                     COMP
 DP6213  LAPLACE CORR    -         -6.46  (seconds)                    DEFLEC18
 DP6213  DYNAMIC HEIGHT  -        311.568 (meters)     1022.20  (feet) COMP
 DP6213  MODELED GRAVITY -    980,418.5   (mgal)                       NAVD 88
 DP6213
 DP6213  VERT ORDER      -  SECOND    CLASS I
 DP6213
 DP6213  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DP6213  Standards:
 DP6213         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DP6213            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DP6213  -------------------------------------------------------------------
 DP6213  NETWORK    0.98   1.47           0.44   0.35   0.75      0.09493902
 DP6213  -------------------------------------------------------------------
 DP6213  Click here for local accuracies and other accuracy information.
 DP6213
 DP6213.The horizontal coordinates were established by GPS observations
 DP6213.and adjusted by the MN DEPT OF TRANSP in June 2020.
 DP6213
 DP6213.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DP6213.been affixed to the stable North American tectonic plate. See 
 DP6213.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DP6213
 DP6213.The horizontal coordinates are valid at the epoch date displayed above
 DP6213.which is a decimal equivalence of Year/Month/Day.
 DP6213
 DP6213.The orthometric height was determined by differential leveling and
 DP6213.adjusted by the NATIONAL GEODETIC SURVEY
 DP6213.in June 2015.
 DP6213
 DP6213.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP6213.GEOID18 height accuracy estimate available here.
 DP6213
 DP6213.Click photographs - Photos may exist for this station.
 DP6213
 DP6213.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DP6213
 DP6213.The Laplace correction was computed from DEFLEC18 derived deflections.
 DP6213
 DP6213.The ellipsoidal height was determined by GPS observations
 DP6213.and is referenced to NAD 83.
 DP6213
 DP6213.The dynamic height is computed by dividing the NAVD 88
 DP6213.geopotential number by the normal gravity value computed on the
 DP6213.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP6213.degrees latitude (g = 980.6199 gals.).
 DP6213
 DP6213.The modeled gravity was interpolated from observed gravity values.
 DP6213
 DP6213. The following values were computed from the NAD 83(2011) position.
 DP6213
 DP6213;                    North         East     Units Scale Factor Converg.
 DP6213;SPC MN S     -   201,354.774   805,366.389   MT  0.99997458   +0 02 48.6
 DP6213;SPC MN S     -   660,611.45  2,642,272.89   sFT  0.99997458   +0 02 48.6
 DP6213;UTM  15      - 4,862,540.196   425,071.950   MT  0.99966905   -0 38 50.1
 DP6213
 DP6213!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DP6213!SPC MN S     -   0.99995563  x   0.99997458  =   0.99993021
 DP6213!UTM  15      -   0.99995563  x   0.99966905  =   0.99962469
 DP6213
 DP6213_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVJ2507162540(NAD 83)
 DP6213
 DP6213                          SUPERSEDED SURVEY CONTROL
 DP6213
 DP6213.No superseded survey control is available for this station.
 DP6213
 DP6213_MARKER: I = METAL ROD
 DP6213_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DP6213_STAMPING: 0703 R 2013
 DP6213_MARK LOGO: MNDT
 DP6213_PROJECTION: RECESSED 5 CENTIMETERS
 DP6213_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DP6213_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DP6213_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP6213+SATELLITE: SATELLITE OBSERVATIONS - August 30, 2022
 DP6213_ROD/PIPE-DEPTH: 8.8 meters
 DP6213
 DP6213  HISTORY     - Date     Condition        Report By
 DP6213  HISTORY     - 20130710 MONUMENTED       MNDT
 DP6213  HISTORY     - 20160504 GOOD             MNDT
 DP6213  HISTORY     - 20200319 GOOD             MNDT
 DP6213  HISTORY     - 20220830 GOOD             MNDT
 DP6213
 DP6213                          STATION DESCRIPTION
 DP6213
 DP6213'DESCRIBED BY MN DEPT OF TRANSP 2013
 DP6213'THE STATION IS LOCATED ABOUT 7.0 MI (11.3 KM) NORTHWEST OF MINNESOTA
 DP6213'LAKE, 6.7 MI (10.8 KM) SOUTH OF BEAUFORD AND 1.6 MI (2.6 KM) SOUTHEAST
 DP6213'OF MAPLETON.    1.3 MI (2.1 KM) SOUTHEAST ALONG TRUNK HIGHWAY 22/TRUNK
 DP6213'HIGHWAY 30 FROM THE NORTH JUNCTION OF TRUNK HIGHWAY 22 AND TRUNK
 DP6213'HIGHWAY 30 INCH (76 CM) MAPLETON, AT TRUNK HIGHWAY 22 MILE POINT
 DP6213'33.75.
 DP6213'
 DP6213'IT IS 67.5 FT (20.6 M) NORTHEAST OF TRUNK HIGHWAY 22, 27.1 FT (8.3 M)
 DP6213'SOUTHEAST OF A FIELD ENTRANCE, 1.5 FT (0.5 M) NORTHWEST OF A WITNESS
 DP6213'POST.
 DP6213'
 DP6213'THE STATION STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM
 DP6213'ROD DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION REMOVABLE
 DP6213'DISK SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH
 DP6213'PVC PIPE BACK FILLED WITH WASHED SAND.
 DP6213
 DP6213                          STATION RECOVERY (2016)
 DP6213
 DP6213'RECOVERY NOTE BY MN DEPT OF TRANSP 2016 (KMS)
 DP6213'RECOVERED IN GOOD CONDITION.
 DP6213
 DP6213                          STATION RECOVERY (2020)
 DP6213
 DP6213'RECOVERY NOTE BY MN DEPT OF TRANSP 2020 (RXJ)
 DP6213'RECOVERED AS DESCRIBED.
 DP6213
 DP6213                          STATION RECOVERY (2022)
 DP6213
 DP6213'RECOVERY NOTE BY MN DEPT OF TRANSP 2022 (KMS)
 DP6213'1.3 MI (2.1 KM) SOUTHEAST OF MAPLETON, 1.3 MI (2.1 KM) SOUTHEAST ALONG
 DP6213'TRUNK HIGHWAY 22/TRUNK HIGHWAY 30 FROM THE NORTH JUNCTION OF TRUNK
 DP6213'HIGHWAY 22 AND TRUNK HIGHWAY 30 IN MAPLETON, AT TRUNK HIGHWAY 22 MILE
 DP6213'POINT 33.75, 67.5 FT (20.6 M) NORTHEAST OF TRUNK HIGHWAY 22, 27.1 FT
 DP6213'(8.3 M) SOUTHEAST OF A FIELD ENTRANCE, 1.5 FT (0.5 M) NORTHWEST OF A
 DP6213'WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DP6215 ***********************************************************************
 DP6215  DESIGNATION -  0703 S
 DP6215  PID         -  DP6215
 DP6215  STATE/COUNTY-  MN/BLUE EARTH
 DP6215  COUNTRY     -  US
 DP6215  USGS QUAD   -  MAPLETON (2019)
 DP6215
 DP6215                         *CURRENT SURVEY CONTROL
 DP6215  ______________________________________________________________________
 DP6215* NAD 83(2011) POSITION- 43 53 55.74882(N) 093 54 58.40414(W)   ADJUSTED
 DP6215* NAD 83(2011) ELLIP HT-   285.116 (meters)        (06/25/20)   ADJUSTED
 DP6215* NAD 83(2011) EPOCH   -  2010.00
 DP6215* NAVD 88 ORTHO HEIGHT -   313.829 (meters)     1029.62  (feet) ADJUSTED
 DP6215  ______________________________________________________________________
 DP6215  GEOID HEIGHT    -        -28.711 (meters)                     GEOID18
 DP6215  NAD 83(2011) X  -   -314,407.770 (meters)                     COMP
 DP6215  NAD 83(2011) Y  - -4,592,735.011 (meters)                     COMP
 DP6215  NAD 83(2011) Z  -  4,400,195.358 (meters)                     COMP
 DP6215  LAPLACE CORR    -         -6.44  (seconds)                    DEFLEC18
 DP6215  DYNAMIC HEIGHT  -        313.768 (meters)     1029.42  (feet) COMP
 DP6215  MODELED GRAVITY -    980,414.5   (mgal)                       NAVD 88
 DP6215
 DP6215  VERT ORDER      -  SECOND    CLASS I
 DP6215
 DP6215  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DP6215  Standards:
 DP6215         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DP6215            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DP6215  -------------------------------------------------------------------
 DP6215  NETWORK    0.40   1.06           0.18   0.14   0.54     -0.05850877
 DP6215  -------------------------------------------------------------------
 DP6215  Click here for local accuracies and other accuracy information.
 DP6215
 DP6215.The horizontal coordinates were established by GPS observations
 DP6215.and adjusted by the MN DEPT OF TRANSP in June 2020.
 DP6215
 DP6215.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DP6215.been affixed to the stable North American tectonic plate. See 
 DP6215.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DP6215
 DP6215.The horizontal coordinates are valid at the epoch date displayed above
 DP6215.which is a decimal equivalence of Year/Month/Day.
 DP6215
 DP6215.The orthometric height was determined by differential leveling and
 DP6215.adjusted by the NATIONAL GEODETIC SURVEY
 DP6215.in June 2015.
 DP6215
 DP6215.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP6215.GEOID18 height accuracy estimate available here.
 DP6215
 DP6215.Click photographs - Photos may exist for this station.
 DP6215
 DP6215.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DP6215
 DP6215.The Laplace correction was computed from DEFLEC18 derived deflections.
 DP6215
 DP6215.The ellipsoidal height was determined by GPS observations
 DP6215.and is referenced to NAD 83.
 DP6215
 DP6215.The dynamic height is computed by dividing the NAVD 88
 DP6215.geopotential number by the normal gravity value computed on the
 DP6215.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP6215.degrees latitude (g = 980.6199 gals.).
 DP6215
 DP6215.The modeled gravity was interpolated from observed gravity values.
 DP6215
 DP6215. The following values were computed from the NAD 83(2011) position.
 DP6215
 DP6215;                    North         East     Units Scale Factor Converg.
 DP6215;SPC MN S     -   199,873.495   806,730.657   MT  0.99997698   +0 03 31.4
 DP6215;SPC MN S     -   655,751.62  2,646,748.83   sFT  0.99997698   +0 03 31.4
 DP6215;UTM  15      - 4,861,042.962   426,417.760   MT  0.99966659   -0 38 07.2
 DP6215
 DP6215!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DP6215!SPC MN S     -   0.99995529  x   0.99997698  =   0.99993227
 DP6215!UTM  15      -   0.99995529  x   0.99966659  =   0.99962190
 DP6215
 DP6215_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVJ2641761042(NAD 83)
 DP6215
 DP6215                          SUPERSEDED SURVEY CONTROL
 DP6215
 DP6215.No superseded survey control is available for this station.
 DP6215
 DP6215_MARKER: I = METAL ROD
 DP6215_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DP6215_STAMPING: 0703 S 2013
 DP6215_MARK LOGO: MNDT
 DP6215_PROJECTION: RECESSED 5 CENTIMETERS
 DP6215_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DP6215_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DP6215_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP6215+SATELLITE: SATELLITE OBSERVATIONS - May 06, 2024
 DP6215_ROD/PIPE-DEPTH: 7.6 meters
 DP6215
 DP6215  HISTORY     - Date     Condition        Report By
 DP6215  HISTORY     - 20130710 MONUMENTED       MNDT
 DP6215  HISTORY     - 20180710 GOOD             MNDT
 DP6215  HISTORY     - 20200319 GOOD             MNDT
 DP6215  HISTORY     - 20220830 GOOD             MNDT
 DP6215  HISTORY     - 20240506 GOOD             MNDT
 DP6215
 DP6215                          STATION DESCRIPTION
 DP6215
 DP6215'DESCRIBED BY MN DEPT OF TRANSP 2013
 DP6215'THE STATION IS LOCATED ABOUT 7.8 MI (12.6 KM) SOUTH-SOUTHEAST OF
 DP6215'BEAUFORD, 5.8 MI (9.3 KM) NORTHWEST OF MINNESOTA LAKE AND 2.9 MI (4.7
 DP6215'KM) SOUTHEAST OF MAPLETON.
 DP6215'
 DP6215'2.55 MILES SOUTHEAST ALONG TRUNK HIGHWAY 22/TRUNK HIGHWAY 30 FROM THE
 DP6215'NORTH JUNCTION OF TRUNK HIGHWAY 22 AND TRUNK HIGHWAY 30 INCH (76 CM)
 DP6215'MAPLETON, AT TRUNK HIGHWAY 22 MILE POINT 32.45.
 DP6215'
 DP6215'IT IS 180.2 FT (54.9 M) SOUTHWEST OF TRUNK HIGHWAY 22, 43.9 FT (13.4
 DP6215'M) SOUTH OF COUNTY ROAD 29/119TH STREET, 19.3 FT (5.9 M) EAST OF A
 DP6215'FIELD ENTRANCE, 3.0 FT (0.9 M) WEST OF A WITNESS POST.
 DP6215'
 DP6215'THE STATION STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM
 DP6215'ROD DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION REMOVABLE
 DP6215'DISK SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH
 DP6215'PVC PIPE BACK FILLED WITH WASHED SAND.
 DP6215
 DP6215                          STATION RECOVERY (2018)
 DP6215
 DP6215'RECOVERY NOTE BY MN DEPT OF TRANSP 2018 (KDJ)
 DP6215'RECOVERED IN GOOD CONDITION.
 DP6215
 DP6215                          STATION RECOVERY (2020)
 DP6215
 DP6215'RECOVERY NOTE BY MN DEPT OF TRANSP 2020 (RXJ)
 DP6215'RECOVERED AS DESCRIBED.
 DP6215
 DP6215                          STATION RECOVERY (2022)
 DP6215
 DP6215'RECOVERY NOTE BY MN DEPT OF TRANSP 2022 (KMS)
 DP6215'2.5 MI (4.0 KM) SOUTHEAST OF MAPLETON, 2.55 MI (4.10 KM) SOUTHEAST
 DP6215'ALONG TRUNK HIGHWAY 22/TRUNK HIGHWAY 30 FROM THE NORTH JUNCTION OF
 DP6215'TRUNK HIGHWAY 22 AND TRUNK HIGHWAY 30 IN MAPLETON, AT TRUNK HIGHWAY 22
 DP6215'MILE POINT 32.45, 180.2 FT (54.9 M) SOUTHWEST OF TRUNK HIGHWAY 22,
 DP6215'43.9 FT (13.4 M) SOUTH OF COUNTY ROAD 29 (119TH STREET), 19.3 FT (5.9
 DP6215'M) EAST OF A FIELD ENTRANCE, 3.0 FT (0.9 M) WEST OF A WITNESS POST.
 DP6215
 DP6215                          STATION RECOVERY (2024)
 DP6215
 DP6215'RECOVERY NOTE BY MN DEPT OF TRANSP 2024 (LXG)
 DP6215'THE MARK IS LOCATED ABOUT IN 2.5 MI (4.0 KM) SOUTHEAST OF MAPLETON,
 DP6215'2.55 MI (4.10 KM) SOUTHEAST ALONG TRUNK HIGHWAY 22/TRUNK HIGHWAY 30
 DP6215'FROM THE NORTH JUNCTION OF TRUNK HIGHWAY 22 AND TRUNK HIGHWAY 30 IN
 DP6215'MAPLETON, AT TRUNK HIGHWAY 22 MILE POINT 32.45, 180.2 FT (54.9 M)
 DP6215'SOUTHWEST OF TRUNK HIGHWAY 22, 43.9 FT (13.4 M) SOUTH OF COUNTY ROAD
 DP6215'29 (119TH STREET), 19.3 FT (5.9 M) EAST OF A FIELD ENTRANCE, 3.0 FT
 DP6215'(0.9 M) WEST OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DR2986 ***********************************************************************
 DR2986  DESIGNATION -  0703 T
 DR2986  PID         -  DR2986
 DR2986  STATE/COUNTY-  MN/BLUE EARTH
 DR2986  COUNTRY     -  US
 DR2986  USGS QUAD   -  MINNESOTA LAKE (2019)
 DR2986
 DR2986                         *CURRENT SURVEY CONTROL
 DR2986  ______________________________________________________________________
 DR2986* NAD 83(1986) POSITION- 43 50 54.31   (N) 093 50 07.17   (W)   HD_HELD1
 DR2986* NAVD 88 ORTHO HEIGHT -   320.053 (meters)     1050.04  (feet) ADJUSTED
 DR2986  ______________________________________________________________________
 DR2986  GEOID HEIGHT    -        -28.964 (meters)                     GEOID18
 DR2986  DYNAMIC HEIGHT  -        319.985 (meters)     1049.82  (feet) COMP
 DR2986  MODELED GRAVITY -    980,397.4   (mgal)                       NAVD 88
 DR2986
 DR2986  VERT ORDER      -  SECOND    CLASS I
 DR2986
 DR2986.The horizontal coordinates were determined by differentially corrected
 DR2986.hand held GPS observations or other comparable positioning techniques
 DR2986.and have an estimated accuracy of +/- 3 meters.
 DR2986
 DR2986.The orthometric height was determined by differential leveling and
 DR2986.adjusted by the NATIONAL GEODETIC SURVEY
 DR2986.in April 2020.
 DR2986
 DR2986.Significant digits in the geoid height do not necessarily reflect accuracy.
 DR2986.GEOID18 height accuracy estimate available here.
 DR2986
 DR2986.Click photographs - Photos may exist for this station.
 DR2986
 DR2986.The dynamic height is computed by dividing the NAVD 88
 DR2986.geopotential number by the normal gravity value computed on the
 DR2986.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DR2986.degrees latitude (g = 980.6199 gals.).
 DR2986
 DR2986.The modeled gravity was interpolated from observed gravity values.
 DR2986
 DR2986;                    North         East    Units  Estimated Accuracy
 DR2986;SPC MN S     -   194,283.6     813,241.3     MT  (+/- 3 meters HH1 GPS) 
 DR2986
 DR2986_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVJ3285855376(NAD 83)
 DR2986
 DR2986                          SUPERSEDED SURVEY CONTROL
 DR2986
 DR2986.No superseded survey control is available for this station.
 DR2986
 DR2986_MARKER: I = METAL ROD
 DR2986_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DR2986_STAMPING: 0703 T 2018
 DR2986_MARK LOGO: MNDT
 DR2986_PROJECTION: RECESSED 8 CENTIMETERS
 DR2986_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DR2986_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DR2986_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DR2986+SATELLITE: SATELLITE OBSERVATIONS - September 21, 2022
 DR2986_ROD/PIPE-DEPTH: 7.3 meters
 DR2986
 DR2986  HISTORY     - Date     Condition        Report By
 DR2986  HISTORY     - 20180401 MONUMENTED       MNDT
 DR2986  HISTORY     - 20220921 GOOD             MNDT
 DR2986
 DR2986                          STATION DESCRIPTION
 DR2986
 DR2986'DESCRIBED BY MN DEPT OF TRANSP 2018
 DR2986'THE MARK IS LOCATED ABOUT IN MINNESOTA LAKE.
 DR2986'
 DR2986'TO REACH THE MARK GO 0.2 MI (0.3 KM) NORTHWEST ALONG TRUNK HIGHWAY 22
 DR2986'FROM THE JUNCTION OF TRUNK HIGHWAY 22 AND COUNTY ROAD 21 IN MINNESOTA
 DR2986'LAKE, AT TRUNK HIGHWAY MILE POINT 27.15.
 DR2986'
 DR2986'THE MARK IS 49.0 FT (14.9 M) NORTHEAST OF TRUNK HIGHWAY 22, 204.0 FT
 DR2986'(62.2 M) NORTHWEST OF COUNTY ROAD 20 EXTENDED, 8.7 FT (2.7 M)
 DR2986'SOUTHWEST OF A WITNESS POST.
 DR2986'
 DR2986'NOTE-THE STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM ROD
 DR2986'DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION REMOVABLE DISK
 DR2986'SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH PVC
 DR2986'PIPE BACK FILLED WITH WASHED SAND.
 DR2986
 DR2986                          STATION RECOVERY (2022)
 DR2986
 DR2986'RECOVERY NOTE BY MN DEPT OF TRANSP 2022 (KMS)
 DR2986'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DE9623 ***********************************************************************
 DE9623  DESIGNATION -  0704 A 1
 DE9623  PID         -  DE9623
 DE9623  STATE/COUNTY-  MN/BLUE EARTH
 DE9623  COUNTRY     -  US
 DE9623  USGS QUAD   -  MAPLETON (2019)
 DE9623
 DE9623                         *CURRENT SURVEY CONTROL
 DE9623  ______________________________________________________________________
 DE9623* NAD 83(2011) POSITION- 43 56 03.93902(N) 093 57 29.38727(W)   ADJUSTED
 DE9623* NAD 83(2011) ELLIP HT-   280.508 (meters)        (06/27/12)   ADJUSTED
 DE9623* NAD 83(2011) EPOCH   -  2010.00
 DE9623* NAVD 88 ORTHO HEIGHT -   309.055 (meters)     1013.96  (feet) ADJUSTED
 DE9623  ______________________________________________________________________
 DE9623  GEOID HEIGHT    -        -28.561 (meters)                     GEOID18
 DE9623  NAD 83(2011) X  -   -317,579.839 (meters)                     COMP
 DE9623  NAD 83(2011) Y  - -4,589,762.501 (meters)                     COMP
 DE9623  NAD 83(2011) Z  -  4,403,042.331 (meters)                     COMP
 DE9623  LAPLACE CORR    -         -6.17  (seconds)                    DEFLEC18
 DE9623  DYNAMIC HEIGHT  -        308.997 (meters)     1013.77  (feet) COMP
 DE9623  MODELED GRAVITY -    980,424.7   (mgal)                       NAVD 88
 DE9623
 DE9623  VERT ORDER      -  SECOND    CLASS I
 DE9623
 DE9623  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DE9623  Standards:
 DE9623         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DE9623            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DE9623  -------------------------------------------------------------------
 DE9623  NETWORK    0.81   0.74           0.36   0.29   0.38     -0.10955895
 DE9623  -------------------------------------------------------------------
 DE9623  Click here for local accuracies and other accuracy information.
 DE9623
 DE9623.The horizontal coordinates were established by GPS observations
 DE9623.and adjusted by the National Geodetic Survey in June 2012.
 DE9623
 DE9623.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DE9623.been affixed to the stable North American tectonic plate. See 
 DE9623.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DE9623
 DE9623.The horizontal coordinates are valid at the epoch date displayed above
 DE9623.which is a decimal equivalence of Year/Month/Day.
 DE9623
 DE9623.The orthometric height was determined by differential leveling and
 DE9623.adjusted by the NATIONAL GEODETIC SURVEY
 DE9623.in August 2004.
 DE9623
 DE9623.Significant digits in the geoid height do not necessarily reflect accuracy.
 DE9623.GEOID18 height accuracy estimate available here.
 DE9623
 DE9623.Click photographs - Photos may exist for this station.
 DE9623
 DE9623.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DE9623
 DE9623.The Laplace correction was computed from DEFLEC18 derived deflections.
 DE9623
 DE9623.The ellipsoidal height was determined by GPS observations
 DE9623.and is referenced to NAD 83.
 DE9623
 DE9623.The dynamic height is computed by dividing the NAVD 88
 DE9623.geopotential number by the normal gravity value computed on the
 DE9623.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE9623.degrees latitude (g = 980.6199 gals.).
 DE9623
 DE9623.The modeled gravity was interpolated from observed gravity values.
 DE9623
 DE9623. The following values were computed from the NAD 83(2011) position.
 DE9623
 DE9623;                    North         East     Units Scale Factor Converg.
 DE9623;SPC MN S     -   203,827.272   803,359.171   MT  0.99997069   +0 01 45.6
 DE9623;SPC MN S     -   668,723.31  2,635,687.55   sFT  0.99997069   +0 01 45.6
 DE9623;UTM  15      - 4,865,036.076   423,095.429   MT  0.99967274   -0 39 53.4
 DE9623
 DE9623!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE9623!SPC MN S     -   0.99995602  x   0.99997069  =   0.99992671
 DE9623!UTM  15      -   0.99995602  x   0.99967274  =   0.99962877
 DE9623
 DE9623:                Primary Azimuth Mark                     Grid Az
 DE9623:SPC MN S     -  0704 B                                   359 54 30.8
 DE9623:UTM  15      -  0704 B                                   000 36 09.8
 DE9623
 DE9623_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVJ2309565036(NAD 83)
 DE9623
 DE9623|---------------------------------------------------------------------|
 DE9623| PID    Reference Object                     Distance      Geod. Az  |
 DE9623|                                                           dddmmss.s |
 DE9623| DE9622 0704 B                              APPROX. 1.8 KM 3595616.4 |
 DE9623|---------------------------------------------------------------------|
 DE9623
 DE9623                          SUPERSEDED SURVEY CONTROL
 DE9623
 DE9623  NAD 83(2007)-  43 56 03.93903(N)    093 57 29.38806(W) AD(2002.00) 0
 DE9623  ELLIP H (02/10/07)  280.533  (m)                       GP(2002.00)    
 DE9623  NAD 83(1996)-  43 56 03.93827(N)    093 57 29.38725(W) AD(       ) 1
 DE9623  ELLIP H (01/23/03)  280.570  (m)                       GP(       ) 3 2
 DE9623  NAVD 88             309.06   (m)         1014.0    (f) LEVELING    3  
 DE9623
 DE9623.Superseded values are not recommended for survey control.
 DE9623
 DE9623.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE9623.See file dsdata.pdf to determine how the superseded data were derived.
 DE9623
 DE9623_MARKER: DV = VERTICAL CONTROL DISK
 DE9623_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 DE9623_STAMPING: 0704 A 1 1976
 DE9623_MARK LOGO: MNHD
 DE9623_PROJECTION: FLUSH
 DE9623_MAGNETIC: I = MARKER IS A STEEL ROD
 DE9623_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DE9623_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DE9623+SATELLITE: SATELLITE OBSERVATIONS - August 30, 2022
 DE9623_ROD/PIPE-DEPTH: 9.8 meters
 DE9623
 DE9623  HISTORY     - Date     Condition        Report By
 DE9623  HISTORY     - 19760401 MONUMENTED       MNHD
 DE9623  HISTORY     - 19991019 GOOD             MNDT
 DE9623  HISTORY     - 20050422 GOOD             MNDT
 DE9623  HISTORY     - 20130610 GOOD             MNDT
 DE9623  HISTORY     - 20160504 GOOD             MNDT
 DE9623  HISTORY     - 20220830 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) NORTHWEST OF NORTH JCT OF TH 22
 DE9623'AND TH 30 IN MAPLETON, AT TH 22 MP 35.8, 92 FT (28.0 M)
 DE9623'WEST-SOUTHWEST OF TH 22, 94.5 FT (28.8 M) SOUTHEAST OF CO RD 7, AT
 DE9623'ROADSIDE REST AREA, 96 FT (29.3 M) NORTHWEST OF TEL POST, 71.0 FT
 DE9623'(21.6 M) NORTH OF NORTH EDGE OF PARKING LOT, 87.8 FT (26.8 M)
 DE9623'SOUTH-SOUTHWEST OF P-POLE, 33 FT (10.1 M) SOUTH OF 16 INCH ASH TREE,
 DE9623'0.5 FT (15.2 CM) NORTH OF WITNESS POST.
 DE9623
 DE9623                          STATION RECOVERY (2005)
 DE9623
 DE9623'RECOVERY NOTE BY MN DEPT OF TRANSP 2005 (BA)
 DE9623'IN MAPLETON, 0.7 MILES NORTHWEST OF NORTH JUNCTION OF TRUNK HIGHWAY 22
 DE9623'AND TRUNK HIGHWAY 30, AT TRUNK HIGHWAY 22 MILEPOINT 35.8, 92 FEET
 DE9623'WEST-SOUTHWEST OF TRUNK HIGHWAY 22, 94.5 FEET SOUTHEAST OF COUNTY ROAD
 DE9623'7, AT ROADSIDE REST AREA, 96.0 FEET NORTHWEST OF TELEPHONE POST, 71.0
 DE9623'FEET NORTH OF NORTH EDGE OF PARKING LOT, 87.8 FEET SOUTH-SOUTHWEST OF
 DE9623'POWER POLE, 33 FEET SOUTH OF 16 INCH ASH TREE, 0.5 FEET NORTH OF
 DE9623'WITNESS POST
 DE9623
 DE9623                          STATION RECOVERY (2013)
 DE9623
 DE9623'RECOVERY NOTE BY MN DEPT OF TRANSP 2013 (KMS)
 DE9623'THE STATION IS LOCATED ABOUT 6.2 MI (10.0 KM) EAST-NORTHEAST OF
 DE9623'STERLING CENTER, 5.0 MI (8.0 KM) SOUTH OF BEAUFORD AND IN THE TOWN OF
 DE9623'MAPLETON, MN.
 DE9623'
 DE9623'IN MAPLETON, 0.7 MI (1.1 KM) NORTHWEST OF NORTH JUNCTION ON TRUNK
 DE9623'HIGHWAY 22 FROM TRUNK HIGHWAY 22 AND TRUNK HIGHWAY 30 INCH (76 CM)
 DE9623'MAPLETON, AT TRUNK HIGHWAY 22 MILE POINT 35.8.
 DE9623'
 DE9623'IT IS 96.0 FT (29.3 M) NORTHWEST OF TELEPHONE POST, 94.5 FT (28.8 M)
 DE9623'SOUTHEAST OF COUNTY ROAD 7, 92.0 FT (28.0 M) WEST-SOUTHWEST OF TRUNK
 DE9623'HIGHWAY 22, AT ROADSIDE REST AREA, 87.8 FT (26.8 M) SOUTH-SOUTHWEST OF
 DE9623'POWER POLE, 71.0 FT (21.6 M) NORTH OF NORTH EDGE OF PARKING LOT, 33.0
 DE9623'FT (10.1 M) SOUTH OF 16 INCH (41 CM) ASH TREE, 0.5 FT (15 CM) NORTH OF
 DE9623'A WITNESS POST.
 DE9623
 DE9623                          STATION RECOVERY (2016)
 DE9623
 DE9623'RECOVERY NOTE BY MN DEPT OF TRANSP 2016 (KMS)
 DE9623'RECOVERED AS DESCRIBED.
 DE9623
 DE9623                          STATION RECOVERY (2022)
 DE9623
 DE9623'RECOVERY NOTE BY MN DEPT OF TRANSP 2022 (KMS)
 DE9623'IN MAPLETON, 0.7 MI (1.1 KM) NORTHWEST ALONG TRUNK HIGHWAY 22 FROM THE
 DE9623'NORTH JUNCTION OF TRUNK HIGHWAY 22 AND TRUNK HIGHWAY 30 IN MAPLETON,
 DE9623'94.5 FT (28.8 M) SOUTHEAST OF COUNTY ROAD 7, 92.0 FT (28.0 M)
 DE9623'WEST-SOUTHWEST OF TRUNK HIGHWAY 22, AT A ROADSIDE REST AREA, 87.8 FT
 DE9623'(26.8 M) SOUTH-SOUTHWEST OF A POWER POLE, 71.0 FT (21.6 M) NORTH OF
 DE9623'THE NORTH EDGE OF A PARKING LOT, 33.0 FT (10.1 M) SOUTH OF A 16.0 INCH
 DE9623'(41 CM) DIAMETER ASH TREE, 0.5 FT (15 CM) NORTH OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DS3224 ***********************************************************************
 DS3224  HT_MOD      -  This is a Height Modernization Survey Station.
 DS3224  DESIGNATION -  0704 AA
 DS3224  PID         -  DS3224
 DS3224  STATE/COUNTY-  MN/BLUE EARTH
 DS3224  COUNTRY     -  US
 DS3224  USGS QUAD   -  MANKATO EAST (2019)
 DS3224
 DS3224                         *CURRENT SURVEY CONTROL
 DS3224  ______________________________________________________________________
 DS3224* NAD 83(2011) POSITION- 44 09 51.33193(N) 093 56 57.99205(W)   ADJUSTED
 DS3224* NAD 83(2011) ELLIP HT-   277.052 (meters)        (01/24/25)   ADJUSTED
 DS3224* NAD 83(2011) EPOCH   -  2010.00
 DS3224* NAVD 88 ORTHO HEIGHT -   305.47  (meters)     1002.2   (feet) GPS OBS
 DS3224  ______________________________________________________________________
 DS3224  GEOID HEIGHT    -        -28.425 (meters)                     GEOID18
 DS3224  NAD 83(2011) X  -   -315,658.079 (meters)                     COMP
 DS3224  NAD 83(2011) Y  - -4,572,094.196 (meters)                     COMP
 DS3224  NAD 83(2011) Z  -  4,421,395.431 (meters)                     COMP
 DS3224  LAPLACE CORR    -         -5.14  (seconds)                    DEFLEC18
 DS3224
 DS3224  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DS3224  Standards:
 DS3224         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DS3224            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DS3224  -------------------------------------------------------------------
 DS3224  NETWORK    0.42   1.31           0.19   0.15   0.67     -0.05560188
 DS3224  -------------------------------------------------------------------
 DS3224  Click here for local accuracies and other accuracy information.
 DS3224
 DS3224.The horizontal coordinates were established by GPS observations
 DS3224.and adjusted by the MN DEPT OF TRANSP in January 2025.
 DS3224
 DS3224.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DS3224.been affixed to the stable North American tectonic plate. See 
 DS3224.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DS3224
 DS3224.The horizontal coordinates are valid at the epoch date displayed above
 DS3224.which is a decimal equivalence of Year/Month/Day.
 DS3224
 DS3224.The orthometric height was determined by GPS observations and a
 DS3224.high-resolution geoid model using precise GPS observation and
 DS3224.processing techniques.
 DS3224
 DS3224.Significant digits in the geoid height do not necessarily reflect accuracy.
 DS3224.GEOID18 height accuracy estimate available here.
 DS3224
 DS3224.Click photographs - Photos may exist for this station.
 DS3224
 DS3224.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DS3224
 DS3224.The Laplace correction was computed from DEFLEC18 derived deflections.
 DS3224
 DS3224.The ellipsoidal height was determined by GPS observations
 DS3224.and is referenced to NAD 83.
 DS3224
 DS3224. The following values were computed from the NAD 83(2011) position.
 DS3224
 DS3224;                    North         East     Units Scale Factor Converg.
 DS3224;SPC MN S     -   229,363.779   804,043.596   MT  0.99993927   +0 02 07.6
 DS3224;SPC MN S     -   752,504.33  2,637,933.03   sFT  0.99993927   +0 02 07.6
 DS3224;UTM  15      - 4,890,555.197   424,089.527   MT  0.99967087   -0 39 41.5
 DS3224
 DS3224!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DS3224!SPC MN S     -   0.99995656  x   0.99993927  =   0.99989583
 DS3224!UTM  15      -   0.99995656  x   0.99967087  =   0.99962744
 DS3224
 DS3224_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVJ2408990555(NAD 83)
 DS3224
 DS3224                          SUPERSEDED SURVEY CONTROL
 DS3224
 DS3224.No superseded survey control is available for this station.
 DS3224
 DS3224_MARKER: I = METAL ROD
 DS3224_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DS3224_STAMPING: 0704 AA 2022
 DS3224_MARK LOGO: MNDT
 DS3224_PROJECTION: RECESSED 8 CENTIMETERS
 DS3224_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DS3224_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DS3224_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DS3224+SATELLITE: SATELLITE OBSERVATIONS - May 09, 2024
 DS3224
 DS3224  HISTORY     - Date     Condition        Report By
 DS3224  HISTORY     - 20221011 MONUMENTED       MNDT
 DS3224  HISTORY     - 20240509 GOOD             MNDT
 DS3224
 DS3224                          STATION DESCRIPTION
 DS3224
 DS3224'DESCRIBED BY MN DEPT OF TRANSP 2024 (AXD)
 DS3224'THE MARK IS LOCATED ABOUT IN IN MANKATO, 0.8 MI (1.3 KM) SOUTH ALONG
 DS3224'TRUNK HIGHWAY 22 FROM THE JUNCTION OF TRUNK HIGHWAY 22 AND TRUNK
 DS3224'HIGHWAY 14 AND TRUNK 60 IN MANKATO, AT TRUNK HIGHWAY 22 MILE POINT
 DS3224'51.85, 45.3 FT (13.8 M) WEST OF THE SOUTHBOUND TRUNK HIGHWAY 22 FOG
 DS3224'LINE, 398.1 FT (121.3 M) NORTH OF BASSETT DRIVE, 9.6 FT (2.9 M) EAST
 DS3224'OF A BIKE PATH, 1.5 FT (0.5 M) EAST OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DE9622 ***********************************************************************
 DE9622  DESIGNATION -  0704 B
 DE9622  PID         -  DE9622
 DE9622  STATE/COUNTY-  MN/BLUE EARTH
 DE9622  COUNTRY     -  US
 DE9622  USGS QUAD   -  MAPLETON (2019)
 DE9622
 DE9622                         *CURRENT SURVEY CONTROL
 DE9622  ______________________________________________________________________
 DE9622* NAD 83(2011) POSITION- 43 57 01.44980(N) 093 57 29.47358(W)   ADJUSTED
 DE9622* NAD 83(2011) ELLIP HT-   285.568 (meters)        (06/27/12)   ADJUSTED
 DE9622* NAD 83(2011) EPOCH   -  2010.00
 DE9622* NAVD 88 ORTHO HEIGHT -   314.115 (meters)     1030.56  (feet) ADJUSTED
 DE9622  ______________________________________________________________________
 DE9622  GEOID HEIGHT    -        -28.548 (meters)                     GEOID18
 DE9622  NAD 83(2011) X  -   -317,496.982 (meters)                     COMP
 DE9622  NAD 83(2011) Y  - -4,588,537.134 (meters)                     COMP
 DE9622  NAD 83(2011) Z  -  4,404,323.983 (meters)                     COMP
 DE9622  LAPLACE CORR    -         -6.36  (seconds)                    DEFLEC18
 DE9622  DYNAMIC HEIGHT  -        314.058 (meters)     1030.37  (feet) COMP
 DE9622  MODELED GRAVITY -    980,427.0   (mgal)                       NAVD 88
 DE9622
 DE9622  VERT ORDER      -  SECOND    CLASS I
 DE9622
 DE9622  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DE9622  Standards:
 DE9622         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DE9622            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DE9622  -------------------------------------------------------------------
 DE9622  NETWORK    0.44   0.74           0.20   0.15   0.38     -0.03041347
 DE9622  -------------------------------------------------------------------
 DE9622  Click here for local accuracies and other accuracy information.
 DE9622
 DE9622.The horizontal coordinates were established by GPS observations
 DE9622.and adjusted by the National Geodetic Survey in June 2012.
 DE9622
 DE9622.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DE9622.been affixed to the stable North American tectonic plate. See 
 DE9622.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DE9622
 DE9622.The horizontal coordinates are valid at the epoch date displayed above
 DE9622.which is a decimal equivalence of Year/Month/Day.
 DE9622
 DE9622.The orthometric height was determined by differential leveling and
 DE9622.adjusted by the NATIONAL GEODETIC SURVEY
 DE9622.in August 2004.
 DE9622
 DE9622.Significant digits in the geoid height do not necessarily reflect accuracy.
 DE9622.GEOID18 height accuracy estimate available here.
 DE9622
 DE9622.Click photographs - Photos may exist for this station.
 DE9622
 DE9622.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DE9622
 DE9622.The Laplace correction was computed from DEFLEC18 derived deflections.
 DE9622
 DE9622.The ellipsoidal height was determined by GPS observations
 DE9622.and is referenced to NAD 83.
 DE9622
 DE9622.The dynamic height is computed by dividing the NAVD 88
 DE9622.geopotential number by the normal gravity value computed on the
 DE9622.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE9622.degrees latitude (g = 980.6199 gals.).
 DE9622
 DE9622.The modeled gravity was interpolated from observed gravity values.
 DE9622
 DE9622. The following values were computed from the NAD 83(2011) position.
 DE9622
 DE9622;                    North         East     Units Scale Factor Converg.
 DE9622;SPC MN S     -   205,602.240   803,356.338   MT  0.99996799   +0 01 45.5
 DE9622;SPC MN S     -   674,546.68  2,635,678.25   sFT  0.99996799   +0 01 45.5
 DE9622;UTM  15      - 4,866,810.422   423,114.098   MT  0.99967271   -0 39 54.2
 DE9622
 DE9622!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE9622!SPC MN S     -   0.99995522  x   0.99996799  =   0.99992321
 DE9622!UTM  15      -   0.99995522  x   0.99967271  =   0.99962795
 DE9622
 DE9622:                Primary Azimuth Mark                     Grid Az
 DE9622:SPC MN S     -  0704 A 1                                 179 54 30.8
 DE9622:UTM  15      -  0704 A 1                                 180 36 10.5
 DE9622
 DE9622_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVJ2311466810(NAD 83)
 DE9622
 DE9622|---------------------------------------------------------------------|
 DE9622| PID    Reference Object                     Distance      Geod. Az  |
 DE9622|                                                           dddmmss.s |
 DE9622| DE9623 0704 A 1                            APPROX. 1.8 KM 1795616.3 |
 DE9622| DE9644 ASGROW                              APPROX. 0.5 KM 1801548.1 |
 DE9622| DE9621 0704 C                              APPROX. 1.5 KM 3585913.0 |
 DE9622|---------------------------------------------------------------------|
 DE9622
 DE9622                          SUPERSEDED SURVEY CONTROL
 DE9622
 DE9622  NAD 83(2007)-  43 57 01.44980(N)    093 57 29.47434(W) AD(2002.00) 0
 DE9622  ELLIP H (02/10/07)  285.593  (m)                       GP(2002.00)    
 DE9622  NAD 83(1996)-  43 57 01.44899(N)    093 57 29.47342(W) AD(       ) 1
 DE9622  ELLIP H (01/23/03)  285.630  (m)                       GP(       ) 3 2
 DE9622  NAVD 88             314.12   (m)         1030.6    (f) LEVELING    3  
 DE9622
 DE9622.Superseded values are not recommended for survey control.
 DE9622
 DE9622.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE9622.See file dsdata.pdf to determine how the superseded data were derived.
 DE9622
 DE9622_MARKER: DB = BENCH MARK DISK
 DE9622_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 DE9622_STAMPING: 0704 B 1949
 DE9622_MARK LOGO: MNHD
 DE9622_PROJECTION: RECESSED 8 CENTIMETERS
 DE9622_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DE9622_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DE9622_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE9622+SATELLITE: SATELLITE OBSERVATIONS - May 02, 2024
 DE9622
 DE9622  HISTORY     - Date     Condition        Report By
 DE9622  HISTORY     - 19480401 MONUMENTED       MNHD
 DE9622  HISTORY     - 19991019 GOOD             MNDT
 DE9622  HISTORY     - 20130610 GOOD             MNDT
 DE9622  HISTORY     - 20160511 GOOD             MNDT
 DE9622  HISTORY     - 20210420 GOOD             MNDT
 DE9622  HISTORY     - 20220830 GOOD             MNDT
 DE9622  HISTORY     - 20240502 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.
 DE9622
 DE9622                          STATION RECOVERY (2013)
 DE9622
 DE9622'RECOVERY NOTE BY MN DEPT OF TRANSP 2013 (KMS)
 DE9622'THE STATION IS LOCATED ABOUT 6.5 MI (10.5 KM) SOUTHEAST OF GOOD
 DE9622'THUNDER, 3.9 MI (6.3 KM) SOUTH OF BEAUFORD AND 1.5 MI (2.4 KM) NORTH
 DE9622'OF MAPLETON.
 DE9622'
 DE9622'1.8 MILES NORTH ALONG TRUNK HIGHWAY 22 FROM NORTH JUNCTION OF TRUNK
 DE9622'HIGHWAY 22 AND TRUNK HIGHWAY 30 INCH (76 CM) MAPLETON, AT TRUNK
 DE9622'HIGHWAY 22 MILE POINT 36.9, 0.1 MI (0.2 KM) NORTH OF COUNTY ROAD 164.
 DE9622'IT IS 71.0 FT (21.6 M) EAST OF TRUNK HIGHWAY 22, 3.0 FT (0.9 M) WEST
 DE9622'OF A FENCE, 0.4 FT (12 CM) WEST OF A WITNESS POST.
 DE9622
 DE9622                          STATION RECOVERY (2016)
 DE9622
 DE9622'RECOVERY NOTE BY MN DEPT OF TRANSP 2016 (KMS)
 DE9622'RECOVERED AS DESCRIBED.
 DE9622
 DE9622                          STATION RECOVERY (2021)
 DE9622
 DE9622'RECOVERY NOTE BY MN DEPT OF TRANSP 2021 (KMS)
 DE9622'RECOVERED IN GOOD CONDITION.
 DE9622
 DE9622                          STATION RECOVERY (2022)
 DE9622
 DE9622'RECOVERY NOTE BY MN DEPT OF TRANSP 2022 (KMS)
 DE9622'1.0 MI (1.6 KM) NORTH OF MAPLETON, 1.8 MI (2.9 KM) NORTH ALONG TRUNK
 DE9622'HIGHWAY 22 FROM THE NORTH JUNCTION OF TRUNK HIGHWAY 22 AND TRUNK
 DE9622'HIGHWAY 30 IN MAPLETON, AT TRUNK HIGHWAY 22 MILE POINT 36.9, 71.0 FT
 DE9622'(21.6 M) EAST OF TRUNK HIGHWAY 22, 0.4 FT (12 CM) WEST OF A WITNESS
 DE9622'POST.
 DE9622
 DE9622                          STATION RECOVERY (2024)
 DE9622
 DE9622'RECOVERY NOTE BY MN DEPT OF TRANSP 2024 (BXB)
 DE9622'THE MARK IS LOCATED ABOUT IN 1.0 MI (1.6 KM) NORTH OF MAPLETON, 1.8 MI
 DE9622'(2.9 KM) NORTH ALONG TRUNK HIGHWAY 22 FROM THE NORTH JUNCTION OF TRUNK
 DE9622'HIGHWAY 22 AND TRUNK HIGHWAY 30 IN MAPLETON, AT TRUNK HIGHWAY 22 MILE
 DE9622'POINT 36.9, 71.0 FT (21.6 M) EAST OF TRUNK HIGHWAY 22, 0.4 FT (12 CM)
 DE9622'WEST OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DE9621 ***********************************************************************
 DE9621  DESIGNATION -  0704 C
 DE9621  PID         -  DE9621
 DE9621  STATE/COUNTY-  MN/BLUE EARTH
 DE9621  COUNTRY     -  US
 DE9621  USGS QUAD   -  MAPLETON (2019)
 DE9621
 DE9621                         *CURRENT SURVEY CONTROL
 DE9621  ______________________________________________________________________
 DE9621* NAD 83(2011) POSITION- 43 57 50.81760(N) 093 57 30.68219(W)   ADJUSTED
 DE9621* NAD 83(2011) ELLIP HT-   283.917 (meters)        (06/27/12)   ADJUSTED
 DE9621* NAD 83(2011) EPOCH   -  2010.00
 DE9621* NAVD 88 ORTHO HEIGHT -   312.438 (meters)     1025.06  (feet) ADJUSTED
 DE9621  ______________________________________________________________________
 DE9621  GEOID HEIGHT    -        -28.537 (meters)                     GEOID18
 DE9621  NAD 83(2011) X  -   -317,450.770 (meters)                     COMP
 DE9621  NAD 83(2011) Y  - -4,587,478.930 (meters)                     COMP
 DE9621  NAD 83(2011) Z  -  4,405,419.735 (meters)                     COMP
 DE9621  LAPLACE CORR    -         -6.40  (seconds)                    DEFLEC18
 DE9621  DYNAMIC HEIGHT  -        312.381 (meters)     1024.87  (feet) COMP
 DE9621  MODELED GRAVITY -    980,429.0   (mgal)                       NAVD 88
 DE9621
 DE9621  VERT ORDER      -  SECOND    CLASS I
 DE9621
 DE9621  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DE9621  Standards:
 DE9621         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DE9621            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DE9621  -------------------------------------------------------------------
 DE9621  NETWORK    0.69   0.69           0.32   0.23   0.35      0.02226167
 DE9621  -------------------------------------------------------------------
 DE9621  Click here for local accuracies and other accuracy information.
 DE9621
 DE9621.The horizontal coordinates were established by GPS observations
 DE9621.and adjusted by the National Geodetic Survey in June 2012.
 DE9621
 DE9621.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DE9621.been affixed to the stable North American tectonic plate. See 
 DE9621.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DE9621
 DE9621.The horizontal coordinates are valid at the epoch date displayed above
 DE9621.which is a decimal equivalence of Year/Month/Day.
 DE9621
 DE9621.The orthometric height was determined by differential leveling and
 DE9621.adjusted by the NATIONAL GEODETIC SURVEY
 DE9621.in May 2019.
 DE9621
 DE9621.Significant digits in the geoid height do not necessarily reflect accuracy.
 DE9621.GEOID18 height accuracy estimate available here.
 DE9621
 DE9621.Click photographs - Photos may exist for this station.
 DE9621
 DE9621.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DE9621
 DE9621.The Laplace correction was computed from DEFLEC18 derived deflections.
 DE9621
 DE9621.The ellipsoidal height was determined by GPS observations
 DE9621.and is referenced to NAD 83.
 DE9621
 DE9621.The dynamic height is computed by dividing the NAVD 88
 DE9621.geopotential number by the normal gravity value computed on the
 DE9621.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE9621.degrees latitude (g = 980.6199 gals.).
 DE9621
 DE9621.The modeled gravity was interpolated from observed gravity values.
 DE9621
 DE9621. The following values were computed from the NAD 83(2011) position.
 DE9621
 DE9621;                    North         East     Units Scale Factor Converg.
 DE9621;SPC MN S     -   207,125.878   803,328.616   MT  0.99996573   +0 01 44.7
 DE9621;SPC MN S     -   679,545.48  2,635,587.30   sFT  0.99996573   +0 01 44.7
 DE9621;UTM  15      - 4,868,333.835   423,104.847   MT  0.99967272   -0 39 55.6
 DE9621
 DE9621!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE9621!SPC MN S     -   0.99995548  x   0.99996573  =   0.99992121
 DE9621!UTM  15      -   0.99995548  x   0.99967272  =   0.99962822
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVJ2310468333(NAD 83)
 DE9621
 DE9621|---------------------------------------------------------------------|
 DE9621| PID    Reference Object                     Distance      Geod. Az  |
 DE9621|                                                           dddmmss.s |
 DE9621| DE9622 0704 B                              APPROX. 1.5 KM 1785912.2 |
 DE9621|---------------------------------------------------------------------|
 DE9621
 DE9621                          SUPERSEDED SURVEY CONTROL
 DE9621
 DE9621  NAD 83(2007)-  43 57 50.81760(N)    093 57 30.68295(W) AD(2002.00) 0
 DE9621  ELLIP H (02/10/07)  283.942  (m)                       GP(2002.00)    
 DE9621  NAD 83(1996)-  43 57 50.81678(N)    093 57 30.68202(W) AD(       ) 1
 DE9621  ELLIP H (01/23/03)  283.979  (m)                       GP(       ) 3 2
 DE9621  NAVD 88 (08/10/04)  312.446  (m)         1025.08   (f) SUPERSEDED  2 1
 DE9621  NAVD 88             312.45   (m)         1025.1    (f) LEVELING    3  
 DE9621
 DE9621.Superseded values are not recommended for survey control.
 DE9621
 DE9621.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE9621.See file dsdata.pdf to determine how the superseded data were derived.
 DE9621
 DE9621_MARKER: DB = BENCH MARK DISK
 DE9621_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 DE9621_STAMPING: 0704-C 1949
 DE9621_MARK LOGO: MNHD
 DE9621_PROJECTION: RECESSED 18 CENTIMETERS
 DE9621_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DE9621_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DE9621_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE9621+SATELLITE: SATELLITE OBSERVATIONS - August 29, 2022
 DE9621
 DE9621  HISTORY     - Date     Condition        Report By
 DE9621  HISTORY     - 1948     MONUMENTED       MNHD
 DE9621  HISTORY     - 19991013 GOOD             MNDT
 DE9621  HISTORY     - 20160511 GOOD             MNDT
 DE9621  HISTORY     - 20220829 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.
 DE9621
 DE9621                          STATION RECOVERY (2016)
 DE9621
 DE9621'RECOVERY NOTE BY MN DEPT OF TRANSP 2016 (KMS)
 DE9621'RECOVERED AS DESCRIBED.
 DE9621
 DE9621                          STATION RECOVERY (2022)
 DE9621
 DE9621'RECOVERY NOTE BY MN DEPT OF TRANSP 2022 (KMS)
 DE9621'2.0 MI (3.2 KM) NORTH OF MAPLETON, 2.8 MI (4.5 KM) NORTH ALONG TRUNK
 DE9621'HIGHWAY 22 FROM THE NORTH JUNCTION OF TRUNK HIGHWAY 22 AND TRUNK
 DE9621'HIGHWAY 30 IN MAPLETON, AT TRUNK HIGHWAY 22 MILE POINT 37.8, 124.6 FT
 DE9621'(38.0 M) NORTH OF COUNTY ROAD 163 (142ND STREET) AND COUNTY ROAD 4,
 DE9621'69.4 FT (21.2 M) WEST OF TRUNK HIGHWAY 22, 14.3 FT (4.4 M)
 DE9621'NORTH-NORTHEAST OF A POWER POLE, 0.5 FT (15 CM) EAST OF A WITNESS
 DE9621'POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DE9620 ***********************************************************************
 DE9620  DESIGNATION -  0704 D
 DE9620  PID         -  DE9620
 DE9620  STATE/COUNTY-  MN/BLUE EARTH
 DE9620  COUNTRY     -  US
 DE9620  USGS QUAD   -  MAPLETON (2019)
 DE9620
 DE9620                         *CURRENT SURVEY CONTROL
 DE9620  ______________________________________________________________________
 DE9620* NAD 83(2011) POSITION- 43 58 40.17114(N) 093 57 28.97168(W)   ADJUSTED
 DE9620* NAD 83(2011) ELLIP HT-   279.162 (meters)        (06/27/12)   ADJUSTED
 DE9620* NAD 83(2011) EPOCH   -  2010.00
 DE9620* NAVD 88 ORTHO HEIGHT -   307.680 (meters)     1009.45  (feet) ADJUSTED
 DE9620  ______________________________________________________________________
 DE9620  GEOID HEIGHT    -        -28.529 (meters)                     GEOID18
 DE9620  NAD 83(2011) X  -   -317,339.486 (meters)                     COMP
 DE9620  NAD 83(2011) Y  - -4,586,423.031 (meters)                     COMP
 DE9620  NAD 83(2011) Z  -  4,406,512.763 (meters)                     COMP
 DE9620  LAPLACE CORR    -         -6.21  (seconds)                    DEFLEC18
 DE9620  DYNAMIC HEIGHT  -        307.625 (meters)     1009.27  (feet) COMP
 DE9620  MODELED GRAVITY -    980,430.8   (mgal)                       NAVD 88
 DE9620
 DE9620  VERT ORDER      -  SECOND    CLASS I
 DE9620
 DE9620  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DE9620  Standards:
 DE9620         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DE9620            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DE9620  -------------------------------------------------------------------
 DE9620  NETWORK    0.58   0.67           0.26   0.21   0.34      0.09436923
 DE9620  -------------------------------------------------------------------
 DE9620  Click here for local accuracies and other accuracy information.
 DE9620
 DE9620.The horizontal coordinates were established by GPS observations
 DE9620.and adjusted by the National Geodetic Survey in June 2012.
 DE9620
 DE9620.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DE9620.been affixed to the stable North American tectonic plate. See 
 DE9620.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DE9620
 DE9620.The horizontal coordinates are valid at the epoch date displayed above
 DE9620.which is a decimal equivalence of Year/Month/Day.
 DE9620
 DE9620.The orthometric height was determined by differential leveling and
 DE9620.adjusted by the NATIONAL GEODETIC SURVEY
 DE9620.in August 2004.
 DE9620
 DE9620.Significant digits in the geoid height do not necessarily reflect accuracy.
 DE9620.GEOID18 height accuracy estimate available here.
 DE9620
 DE9620.Click photographs - Photos may exist for this station.
 DE9620
 DE9620.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DE9620
 DE9620.The Laplace correction was computed from DEFLEC18 derived deflections.
 DE9620
 DE9620.The ellipsoidal height was determined by GPS observations
 DE9620.and is referenced to NAD 83.
 DE9620
 DE9620.The dynamic height is computed by dividing the NAVD 88
 DE9620.geopotential number by the normal gravity value computed on the
 DE9620.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE9620.degrees latitude (g = 980.6199 gals.).
 DE9620
 DE9620.The modeled gravity was interpolated from observed gravity values.
 DE9620
 DE9620. The following values were computed from the NAD 83(2011) position.
 DE9620
 DE9620;                    North         East     Units Scale Factor Converg.
 DE9620;SPC MN S     -   208,649.108   803,365.965   MT  0.99996354   +0 01 45.9
 DE9620;SPC MN S     -   684,542.95  2,635,709.84   sFT  0.99996354   +0 01 45.9
 DE9620;UTM  15      - 4,869,856.056   423,160.643   MT  0.99967262   -0 39 55.0
 DE9620
 DE9620!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE9620!SPC MN S     -   0.99995623  x   0.99996354  =   0.99991977
 DE9620!UTM  15      -   0.99995623  x   0.99967262  =   0.99962886
 DE9620
 DE9620:                Primary Azimuth Mark                     Grid Az
 DE9620:SPC MN S     -  0704 C                                   181 24 16.5
 DE9620:UTM  15      -  0704 C                                   182 05 57.4
 DE9620
 DE9620_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVJ2316069856(NAD 83)
 DE9620
 DE9620|---------------------------------------------------------------------|
 DE9620| PID    Reference Object                     Distance      Geod. Az  |
 DE9620|                                                           dddmmss.s |
 DE9620| DE9621 0704 C                              APPROX. 1.5 KM 1812602.4 |
 DE9620|---------------------------------------------------------------------|
 DE9620
 DE9620                          SUPERSEDED SURVEY CONTROL
 DE9620
 DE9620  NAD 83(2007)-  43 58 40.17113(N)    093 57 28.97244(W) AD(2002.00) 0
 DE9620  ELLIP H (02/10/07)  279.188  (m)                       GP(2002.00)    
 DE9620  NAD 83(1996)-  43 58 40.17030(N)    093 57 28.97147(W) AD(       ) 1
 DE9620  ELLIP H (01/23/03)  279.224  (m)                       GP(       ) 3 2
 DE9620  NAVD 88             307.68   (m)         1009.4    (f) LEVELING    3  
 DE9620
 DE9620.Superseded values are not recommended for survey control.
 DE9620
 DE9620.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE9620.See file dsdata.pdf to determine how the superseded data were derived.
 DE9620
 DE9620_MARKER: DB = BENCH MARK DISK
 DE9620_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 DE9620_STAMPING: 0704-D 1949
 DE9620_MARK LOGO: MNHD
 DE9620_PROJECTION: FLUSH
 DE9620_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DE9620_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DE9620_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE9620+SATELLITE: SATELLITE OBSERVATIONS - August 29, 2022
 DE9620
 DE9620  HISTORY     - Date     Condition        Report By
 DE9620  HISTORY     - 1948     MONUMENTED       MNHD
 DE9620  HISTORY     - 19991013 GOOD             MNDT
 DE9620  HISTORY     - 20160511 GOOD             MNDT
 DE9620  HISTORY     - 20220829 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.
 DE9620
 DE9620                          STATION RECOVERY (2016)
 DE9620
 DE9620'RECOVERY NOTE BY MN DEPT OF TRANSP 2016 (MPP)
 DE9620'RECOVERED AS DESCRIBED.
 DE9620
 DE9620                          STATION RECOVERY (2022)
 DE9620
 DE9620'RECOVERY NOTE BY MN DEPT OF TRANSP 2022 (KMS)
 DE9620'2.0 MI (3.2 KM) SOUTH OF BEAUFORD, 2.0 MI (3.2 KM) SOUTH ALONG TRUNK
 DE9620'HIGHWAY 22 FROM THE JUNCTION OF TRUNK HIGHWAY 22 AND COUNTY ROAD 10 IN
 DE9620'BEAUFORD, AT TRUNK HIGHWAY 22 MILE POINT 38.8, 150.0 FT (45.7 M) SOUTH
 DE9620'OF 148TH STREET EXTENDED, 70.2 FT (21.4 M) EAST OF TRUNK HIGHWAY 22,
 DE9620'27.0 FT (8.2 M) NORTH-NORTHWEST OF A POWER POLE, 0.7 FT (21 CM) WEST
 DE9620'OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DE9619 ***********************************************************************
 DE9619  DESIGNATION -  0704 E
 DE9619  PID         -  DE9619
 DE9619  STATE/COUNTY-  MN/BLUE EARTH
 DE9619  COUNTRY     -  US
 DE9619  USGS QUAD   -  MAPLETON (2019)
 DE9619
 DE9619                         *CURRENT SURVEY CONTROL
 DE9619  ______________________________________________________________________
 DE9619* NAD 83(2011) POSITION- 43 59 32.61419(N) 093 57 28.55337(W)   ADJUSTED
 DE9619* NAD 83(2011) ELLIP HT-   276.886 (meters)        (06/27/12)   ADJUSTED
 DE9619* NAD 83(2011) EPOCH   -  2010.00
 DE9619* NAVD 88 ORTHO HEIGHT -   305.395 (meters)     1001.95  (feet) ADJUSTED
 DE9619  ______________________________________________________________________
 DE9619  GEOID HEIGHT    -        -28.520 (meters)                     GEOID18
 DE9619  NAD 83(2011) X  -   -317,252.479 (meters)                     COMP
 DE9619  NAD 83(2011) Y  - -4,585,300.584 (meters)                     COMP
 DE9619  NAD 83(2011) Z  -  4,407,675.867 (meters)                     COMP
 DE9619  LAPLACE CORR    -         -5.99  (seconds)                    DEFLEC18
 DE9619  DYNAMIC HEIGHT  -        305.341 (meters)     1001.77  (feet) COMP
 DE9619  MODELED GRAVITY -    980,432.9   (mgal)                       NAVD 88
 DE9619
 DE9619  VERT ORDER      -  SECOND    CLASS I
 DE9619
 DE9619  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DE9619  Standards:
 DE9619         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DE9619            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DE9619  -------------------------------------------------------------------
 DE9619  NETWORK    0.48   0.61           0.22   0.17   0.31      0.04607274
 DE9619  -------------------------------------------------------------------
 DE9619  Click here for local accuracies and other accuracy information.
 DE9619
 DE9619.The horizontal coordinates were established by GPS observations
 DE9619.and adjusted by the National Geodetic Survey in June 2012.
 DE9619
 DE9619.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DE9619.been affixed to the stable North American tectonic plate. See 
 DE9619.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DE9619
 DE9619.The horizontal coordinates are valid at the epoch date displayed above
 DE9619.which is a decimal equivalence of Year/Month/Day.
 DE9619
 DE9619.The orthometric height was determined by differential leveling and
 DE9619.adjusted by the NATIONAL GEODETIC SURVEY
 DE9619.in August 2004.
 DE9619
 DE9619.Significant digits in the geoid height do not necessarily reflect accuracy.
 DE9619.GEOID18 height accuracy estimate available here.
 DE9619
 DE9619.Click photographs - Photos may exist for this station.
 DE9619
 DE9619.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DE9619
 DE9619.The Laplace correction was computed from DEFLEC18 derived deflections.
 DE9619
 DE9619.The ellipsoidal height was determined by GPS observations
 DE9619.and is referenced to NAD 83.
 DE9619
 DE9619.The dynamic height is computed by dividing the NAVD 88
 DE9619.geopotential number by the normal gravity value computed on the
 DE9619.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE9619.degrees latitude (g = 980.6199 gals.).
 DE9619
 DE9619.The modeled gravity was interpolated from observed gravity values.
 DE9619
 DE9619. The following values were computed from the NAD 83(2011) position.
 DE9619
 DE9619;                    North         East     Units Scale Factor Converg.
 DE9619;SPC MN S     -   210,267.677   803,374.455   MT  0.99996126   +0 01 46.2
 DE9619;SPC MN S     -   689,853.20  2,635,737.69   sFT  0.99996126   +0 01 46.2
 DE9619;UTM  15      - 4,871,473.934   423,188.750   MT  0.99967256   -0 39 55.4
 DE9619
 DE9619!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE9619!SPC MN S     -   0.99995658  x   0.99996126  =   0.99991785
 DE9619!UTM  15      -   0.99995658  x   0.99967256  =   0.99962916
 DE9619
 DE9619:                Primary Azimuth Mark                     Grid Az
 DE9619:SPC MN S     -  0704 D                                   180 18 01.9
 DE9619:UTM  15      -  0704 D                                   180 59 43.5
 DE9619
 DE9619_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVJ2318871473(NAD 83)
 DE9619
 DE9619|---------------------------------------------------------------------|
 DE9619| PID    Reference Object                     Distance      Geod. Az  |
 DE9619|                                                           dddmmss.s |
 DE9619| DE9642 BEAUFORD                            278.668 METERS 08305     |
 DE9619| DE9620 0704 D                              APPROX. 1.6 KM 1801948.1 |
 DE9619| DE9643 MEDO                                433.326 METERS 2744759.4 |
 DE9619|---------------------------------------------------------------------|
 DE9619
 DE9619                          SUPERSEDED SURVEY CONTROL
 DE9619
 DE9619  NAD 83(2007)-  43 59 32.61417(N)    093 57 28.55413(W) AD(2002.00) 0
 DE9619  ELLIP H (02/10/07)  276.912  (m)                       GP(2002.00)    
 DE9619  NAD 83(1996)-  43 59 32.61334(N)    093 57 28.55312(W) AD(       ) 1
 DE9619  ELLIP H (01/23/03)  276.948  (m)                       GP(       ) 3 2
 DE9619  NAVD 88             305.40   (m)         1002.0    (f) LEVELING    3  
 DE9619
 DE9619.Superseded values are not recommended for survey control.
 DE9619
 DE9619.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE9619.See file dsdata.pdf to determine how the superseded data were derived.
 DE9619
 DE9619_MARKER: DB = BENCH MARK DISK
 DE9619_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 DE9619_STAMPING: 0704-E 1949
 DE9619_MARK LOGO: MNHD
 DE9619_PROJECTION: FLUSH
 DE9619_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DE9619_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DE9619_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE9619+SATELLITE: SATELLITE OBSERVATIONS - August 29, 2022
 DE9619
 DE9619  HISTORY     - Date     Condition        Report By
 DE9619  HISTORY     - 1948     MONUMENTED       MNHD
 DE9619  HISTORY     - 20000821 GOOD             MNDT
 DE9619  HISTORY     - 20220829 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.
 DE9619
 DE9619                          STATION RECOVERY (2022)
 DE9619
 DE9619'RECOVERY NOTE BY MN DEPT OF TRANSP 2022 (KMS)
 DE9619'1.0 MI (1.6 KM) SOUTH OF BEAUFORD, 1.0 MI (1.6 KM) SOUTH ALONG TRUNK
 DE9619'HIGHWAY 22 FROM THE JUNCTION OF TRUNK HIGHWAY 22 AND COUNTY ROAD 10 IN
 DE9619'BEAUFORD, AT TRUNK HIGHWAY 22 MILE POINT 39.7, 118.0 FT (36.0 M) SOUTH
 DE9619'OF 153RD STREET, 93.4 FT (28.5 M) NORTH OF A POWER POLE, 83.4 FT (25.4
 DE9619'M) SOUTH OF A TELEPHONE PEDESTAL A6 A1, 71.4 FT (21.8 M) EAST OF TRUNK
 DE9619'HIGHWAY 22, 1.0 FT (0.3 M) SOUTHWEST OF A WITNESS POST, STAMPED A YEAR
 DE9619'LATER.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DE9618 ***********************************************************************
 DE9618  DESIGNATION -  0704 F 1
 DE9618  PID         -  DE9618
 DE9618  STATE/COUNTY-  MN/BLUE EARTH
 DE9618  COUNTRY     -  US
 DE9618  USGS QUAD   -  BEAUFORD (2019)
 DE9618
 DE9618                         *CURRENT SURVEY CONTROL
 DE9618  ______________________________________________________________________
 DE9618* NAD 83(2011) POSITION- 44 00 25.69648(N) 093 57 31.18430(W)   ADJUSTED
 DE9618* NAD 83(2011) ELLIP HT-   279.365 (meters)        (06/27/12)   ADJUSTED
 DE9618* NAD 83(2011) EPOCH   -  2010.00
 DE9618* NAVD 88 ORTHO HEIGHT -   307.855 (meters)     1010.02  (feet) ADJUSTED
 DE9618  ______________________________________________________________________
 DE9618  GEOID HEIGHT    -        -28.508 (meters)                     GEOID18
 DE9618  NAD 83(2011) X  -   -317,232.514 (meters)                     COMP
 DE9618  NAD 83(2011) Y  - -4,584,162.887 (meters)                     COMP
 DE9618  NAD 83(2011) Z  -  4,408,856.182 (meters)                     COMP
 DE9618  LAPLACE CORR    -         -5.79  (seconds)                    DEFLEC18
 DE9618  DYNAMIC HEIGHT  -        307.801 (meters)     1009.84  (feet) COMP
 DE9618  MODELED GRAVITY -    980,435.1   (mgal)                       NAVD 88
 DE9618
 DE9618  VERT ORDER      -  SECOND    CLASS I
 DE9618
 DE9618  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DE9618  Standards:
 DE9618         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DE9618            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DE9618  -------------------------------------------------------------------
 DE9618  NETWORK    0.51   1.02           0.23   0.18   0.52     -0.03709152
 DE9618  -------------------------------------------------------------------
 DE9618  Click here for local accuracies and other accuracy information.
 DE9618
 DE9618.The horizontal coordinates were established by GPS observations
 DE9618.and adjusted by the National Geodetic Survey in June 2012.
 DE9618
 DE9618.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DE9618.been affixed to the stable North American tectonic plate. See 
 DE9618.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DE9618
 DE9618.The horizontal coordinates are valid at the epoch date displayed above
 DE9618.which is a decimal equivalence of Year/Month/Day.
 DE9618
 DE9618.The orthometric height was determined by differential leveling and
 DE9618.adjusted by the NATIONAL GEODETIC SURVEY
 DE9618.in August 2004.
 DE9618
 DE9618.Significant digits in the geoid height do not necessarily reflect accuracy.
 DE9618.GEOID18 height accuracy estimate available here.
 DE9618
 DE9618.Click photographs - Photos may exist for this station.
 DE9618
 DE9618.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DE9618
 DE9618.The Laplace correction was computed from DEFLEC18 derived deflections.
 DE9618
 DE9618.The ellipsoidal height was determined by GPS observations
 DE9618.and is referenced to NAD 83.
 DE9618
 DE9618.The dynamic height is computed by dividing the NAVD 88
 DE9618.geopotential number by the normal gravity value computed on the
 DE9618.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE9618.degrees latitude (g = 980.6199 gals.).
 DE9618
 DE9618.The modeled gravity was interpolated from observed gravity values.
 DE9618
 DE9618. The following values were computed from the NAD 83(2011) position.
 DE9618
 DE9618;                    North         East     Units Scale Factor Converg.
 DE9618;SPC MN S     -   211,905.940   803,315.006   MT  0.99995903   +0 01 44.3
 DE9618;SPC MN S     -   695,228.07  2,635,542.65   sFT  0.99995903   +0 01 44.3
 DE9618;UTM  15      - 4,873,112.327   423,149.187   MT  0.99967264   -0 39 57.8
 DE9618
 DE9618!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE9618!SPC MN S     -   0.99995620  x   0.99995903  =   0.99991523
 DE9618!UTM  15      -   0.99995620  x   0.99967264  =   0.99962885
 DE9618
 DE9618:                Primary Azimuth Mark                     Grid Az
 DE9618:SPC MN S     -  0704 E                                   177 55 18.3
 DE9618:UTM  15      -  0704 E                                   178 37 00.4
 DE9618
 DE9618_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVJ2314973112(NAD 83)
 DE9618
 DE9618|---------------------------------------------------------------------|
 DE9618| PID    Reference Object                     Distance      Geod. Az  |
 DE9618|                                                           dddmmss.s |
 DE9618| DE9619 0704 E                              APPROX. 1.6 KM 1775702.6 |
 DE9618|---------------------------------------------------------------------|
 DE9618
 DE9618                          SUPERSEDED SURVEY CONTROL
 DE9618
 DE9618  NAD 83(2007)-  44 00 25.69645(N)    093 57 31.18506(W) AD(2002.00) 0
 DE9618  ELLIP H (02/10/07)  279.390  (m)                       GP(2002.00)    
 DE9618  NAD 83(1996)-  44 00 25.69565(N)    093 57 31.18417(W) AD(       ) 1
 DE9618  ELLIP H (01/23/03)  279.430  (m)                       GP(       ) 3 2
 DE9618  NAVD 88             307.86   (m)         1010.0    (f) LEVELING    3  
 DE9618
 DE9618.Superseded values are not recommended for survey control.
 DE9618
 DE9618.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE9618.See file dsdata.pdf to determine how the superseded data were derived.
 DE9618
 DE9618_MARKER: DV = VERTICAL CONTROL DISK
 DE9618_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 DE9618_STAMPING: 0704 F 1 1976
 DE9618_MARK LOGO: MNHD
 DE9618_PROJECTION: RECESSED 13 CENTIMETERS
 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 - May 07, 2024
 DE9618
 DE9618  HISTORY     - Date     Condition        Report By
 DE9618  HISTORY     - 19760401 MONUMENTED       MNHD
 DE9618  HISTORY     - 19991013 GOOD             MNDT
 DE9618  HISTORY     - 20210420 GOOD             MNDT
 DE9618  HISTORY     - 20220828 GOOD             MNDT
 DE9618  HISTORY     - 20240507 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.
 DE9618
 DE9618                          STATION RECOVERY (2021)
 DE9618
 DE9618'RECOVERY NOTE BY MN DEPT OF TRANSP 2021 (KMS)
 DE9618'RECOVERED IN GOOD CONDITION.
 DE9618
 DE9618                          STATION RECOVERY (2022)
 DE9618
 DE9618'RECOVERY NOTE BY MN DEPT OF TRANSP 2022 (KMS)
 DE9618'IN BEAUFORD, AT THE SOUTHWEST CORNER OF THE JUNCTION OF TRUNK HIGHWAY
 DE9618'22 AND COUNTY ROAD 10 BEAUFORD, AT TRUNK HIGHWAY 22 MILE POINT 40.8,
 DE9618'50.4 FT (15.4 M) WEST OF TRUNK HIGHWAY 22, 35.0 FT (10.7 M) SOUTH OF
 DE9618'COUNTY ROAD 10, 7.5 FT (2.3 M) SOUTHWEST OF A POWER POLE, 10.8 FT (3.3
 DE9618'M) SOUTHEAST OF A WITNESS POST.
 DE9618
 DE9618                          STATION RECOVERY (2024)
 DE9618
 DE9618'RECOVERY NOTE BY MN DEPT OF TRANSP 2024 (BXB)
 DE9618'THE MARK IS LOCATED ABOUT IN IN BEAUFORD, AT THE SOUTHWEST CORNER OF
 DE9618'THE JUNCTION OF TRUNK HIGHWAY 22 AND COUNTY ROAD 10 BEAUFORD, AT TRUNK
 DE9618'HIGHWAY 22 MILE POINT 40.8, 50.4 FT (15.4 M) WEST OF TRUNK HIGHWAY 22,
 DE9618'35.0 FT (10.7 M) SOUTH OF COUNTY ROAD 10, 7.5 FT (2.3 M) SOUTHWEST OF
 DE9618'A POWER POLE, 10.8 FT (3.3 M) SOUTHEAST OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DF8267 ***********************************************************************
 DF8267  DESIGNATION -  0704 H
 DF8267  PID         -  DF8267
 DF8267  STATE/COUNTY-  MN/BLUE EARTH
 DF8267  COUNTRY     -  US
 DF8267  USGS QUAD   -  BEAUFORD (2019)
 DF8267
 DF8267                         *CURRENT SURVEY CONTROL
 DF8267  ______________________________________________________________________
 DF8267* NAD 83(1986) POSITION- 44 02 02.62   (N) 093 57 32.62   (W)   HD_HELD1
 DF8267* NAVD 88 ORTHO HEIGHT -   308.616 (meters)     1012.52  (feet) ADJUSTED
 DF8267  ______________________________________________________________________
 DF8267  GEOID HEIGHT    -        -28.488 (meters)                     GEOID18
 DF8267  DYNAMIC HEIGHT  -        308.563 (meters)     1012.34  (feet) COMP
 DF8267  MODELED GRAVITY -    980,437.3   (mgal)                       NAVD 88
 DF8267
 DF8267  VERT ORDER      -  SECOND    CLASS I
 DF8267
 DF8267.The horizontal coordinates were determined by differentially corrected
 DF8267.hand held GPS observations or other comparable positioning techniques
 DF8267.and have an estimated accuracy of +/- 3 meters.
 DF8267
 DF8267.The orthometric height was determined by differential leveling and
 DF8267.adjusted by the NATIONAL GEODETIC SURVEY
 DF8267.in August 2004.
 DF8267
 DF8267.Significant digits in the geoid height do not necessarily reflect accuracy.
 DF8267.GEOID18 height accuracy estimate available here.
 DF8267
 DF8267.Click photographs - Photos may exist for this station.
 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     -   214,897.3     803,281.5     MT  (+/- 3 meters HH1 GPS) 
 DF8267
 DF8267_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVJ2315276103(NAD 83)
 DF8267
 DF8267                          SUPERSEDED SURVEY CONTROL
 DF8267
 DF8267.No superseded survey control is available for this station.
 DF8267
 DF8267_MARKER: DB = BENCH MARK DISK
 DF8267_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 DF8267_STAMPING: 0704 H 1949
 DF8267_MARK LOGO: MNHD
 DF8267_PROJECTION: FLUSH
 DF8267_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DF8267_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DF8267_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF8267+SATELLITE: SATELLITE OBSERVATIONS - August 25, 2022
 DF8267
 DF8267  HISTORY     - Date     Condition        Report By
 DF8267  HISTORY     - 1948     MONUMENTED       MNHD
 DF8267  HISTORY     - 19991013 GOOD             MNDT
 DF8267  HISTORY     - 20220825 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.
 DF8267
 DF8267                          STATION RECOVERY (2022)
 DF8267
 DF8267'RECOVERY NOTE BY MN DEPT OF TRANSP 2022 (KMS)
 DF8267'2.0 MI (3.2 KM) NORTH OF BEAUFORD, 1.9 MI (3.1 KM) NORTH ALONG TRUNK
 DF8267'HIGHWAY 22 FROM THE JUNCTION OF TRUNK HIGHWAY 22 AND COUNTY ROAD 10 IN
 DF8267'BEAUFORD, AT TRUNK HIGHWAY 22 MILE POINT 42.65, AT TRUNK HIGHWAY 22
 DF8267'STATION 350+00, 94.3 FT (28.7 M) SOUTH OF A TELEPHONE PEDESTAL NUMBER
 DF8267'22BB02, 70.4 FT (21.5 M) WEST OF TRUNK HIGHWAY 22, 39.0 FT (11.9 M)
 DF8267'SOUTH OF DRIVEWAY NUMBER 16798, 0.7 FT (21 CM) EAST OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DF8262 ***********************************************************************
 DF8262  DESIGNATION -  0704 I
 DF8262  PID         -  DF8262
 DF8262  STATE/COUNTY-  MN/BLUE EARTH
 DF8262  COUNTRY     -  US
 DF8262  USGS QUAD   -  BEAUFORD (2019)
 DF8262
 DF8262                         *CURRENT SURVEY CONTROL
 DF8262  ______________________________________________________________________
 DF8262* NAD 83(1986) POSITION- 44 02 51.87   (N) 093 57 30.37   (W)   HD_HELD1
 DF8262* NAVD 88 ORTHO HEIGHT -   307.763 (meters)     1009.72  (feet) ADJUSTED
 DF8262  ______________________________________________________________________
 DF8262  GEOID HEIGHT    -        -28.481 (meters)                     GEOID18
 DF8262  DYNAMIC HEIGHT  -        307.710 (meters)     1009.55  (feet) COMP
 DF8262  MODELED GRAVITY -    980,438.3   (mgal)                       NAVD 88
 DF8262
 DF8262  VERT ORDER      -  SECOND    CLASS I
 DF8262
 DF8262.The horizontal coordinates were determined by differentially corrected
 DF8262.hand held GPS observations or other comparable positioning techniques
 DF8262.and have an estimated accuracy of +/- 3 meters.
 DF8262
 DF8262.The orthometric height was determined by differential leveling and
 DF8262.adjusted by the NATIONAL GEODETIC SURVEY
 DF8262.in August 2004.
 DF8262
 DF8262.Significant digits in the geoid height do not necessarily reflect accuracy.
 DF8262.GEOID18 height accuracy estimate available here.
 DF8262
 DF8262.Click photographs - Photos may exist for this station.
 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     -   216,417.3     803,330.9     MT  (+/- 3 meters HH1 GPS) 
 DF8262
 DF8262_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVJ2321977621(NAD 83)
 DF8262
 DF8262                          SUPERSEDED SURVEY CONTROL
 DF8262
 DF8262.No superseded survey control is available for this station.
 DF8262
 DF8262_MARKER: DB = BENCH MARK DISK
 DF8262_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 DF8262_STAMPING: 0704 I 1949
 DF8262_MARK LOGO: MNHD
 DF8262_PROJECTION: FLUSH
 DF8262_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DF8262_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DF8262_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF8262+SATELLITE: SATELLITE OBSERVATIONS - August 25, 2022
 DF8262
 DF8262  HISTORY     - Date     Condition        Report By
 DF8262  HISTORY     - 1948     MONUMENTED       MNHD
 DF8262  HISTORY     - 19991013 GOOD             MNDT
 DF8262  HISTORY     - 20220825 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.
 DF8262
 DF8262                          STATION RECOVERY (2022)
 DF8262
 DF8262'RECOVERY NOTE BY MN DEPT OF TRANSP 2022 (KMS)
 DF8262'2.8 MI (4.5 KM) NORTH OF BEAUFORD, 2.8 MI (4.5 KM) NORTH ALONG TRUNK
 DF8262'HIGHWAY 22 FROM THE JUNCTION OF TRUNK HIGHWAY 22 AND COUNTY ROAD 10 IN
 DF8262'BEAUFORD, AT TRUNK HIGHWAY 22 MILE POINT 43.6, 123.0 FT (37.5 M) SOUTH
 DF8262'OF A DRIVEWAY, 70.0 FT (21.3 M) EAST OF TRUNK HIGHWAY 22, AT TRUNK
 DF8262'HIGHWAY 22 STATION 400+00.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DE9635 ***********************************************************************
 DE9635  DESIGNATION -  0704 I 1
 DE9635  PID         -  DE9635
 DE9635  STATE/COUNTY-  MN/BLUE EARTH
 DE9635  COUNTRY     -  US
 DE9635  USGS QUAD   -  BEAUFORD (2019)
 DE9635
 DE9635                         *CURRENT SURVEY CONTROL
 DE9635  ______________________________________________________________________
 DE9635* NAD 83(2011) POSITION- 44 03 03.68038(N) 093 57 32.12709(W)   ADJUSTED
 DE9635* NAD 83(2011) ELLIP HT-   276.040 (meters)        (06/27/12)   ADJUSTED
 DE9635* NAD 83(2011) EPOCH   -  2010.00
 DE9635* NAVD 88 ORTHO HEIGHT -   304.509 (meters)      999.04  (feet) ADJUSTED
 DE9635  ______________________________________________________________________
 DE9635  GEOID HEIGHT    -        -28.478 (meters)                     GEOID18
 DE9635  NAD 83(2011) X  -   -317,019.310 (meters)                     COMP
 DE9635  NAD 83(2011) Y  - -4,580,777.973 (meters)                     COMP
 DE9635  NAD 83(2011) Z  -  4,412,359.892 (meters)                     COMP
 DE9635  LAPLACE CORR    -         -5.52  (seconds)                    DEFLEC18
 DE9635  DYNAMIC HEIGHT  -        304.457 (meters)      998.87  (feet) COMP
 DE9635  MODELED GRAVITY -    980,438.6   (mgal)                       NAVD 88
 DE9635
 DE9635  VERT ORDER      -  SECOND    CLASS I
 DE9635
 DE9635  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DE9635  Standards:
 DE9635         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DE9635            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DE9635  -------------------------------------------------------------------
 DE9635  NETWORK    0.46   0.84           0.21   0.16   0.43     -0.03281189
 DE9635  -------------------------------------------------------------------
 DE9635  Click here for local accuracies and other accuracy information.
 DE9635
 DE9635.The horizontal coordinates were established by GPS observations
 DE9635.and adjusted by the National Geodetic Survey in June 2012.
 DE9635
 DE9635.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DE9635.been affixed to the stable North American tectonic plate. See 
 DE9635.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DE9635
 DE9635.The horizontal coordinates are valid at the epoch date displayed above
 DE9635.which is a decimal equivalence of Year/Month/Day.
 DE9635
 DE9635.The orthometric height was determined by differential leveling and
 DE9635.adjusted by the NATIONAL GEODETIC SURVEY
 DE9635.in August 2004.
 DE9635
 DE9635.Significant digits in the geoid height do not necessarily reflect accuracy.
 DE9635.GEOID18 height accuracy estimate available here.
 DE9635
 DE9635.Click photographs - Photos may exist for this station.
 DE9635
 DE9635.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DE9635
 DE9635.The Laplace correction was computed from DEFLEC18 derived deflections.
 DE9635
 DE9635.The ellipsoidal height was determined by GPS observations
 DE9635.and is referenced to NAD 83.
 DE9635
 DE9635.The dynamic height is computed by dividing the NAVD 88
 DE9635.geopotential number by the normal gravity value computed on the
 DE9635.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE9635.degrees latitude (g = 980.6199 gals.).
 DE9635
 DE9635.The modeled gravity was interpolated from observed gravity values.
 DE9635
 DE9635. The following values were computed from the NAD 83(2011) position.
 DE9635
 DE9635;                    North         East     Units Scale Factor Converg.
 DE9635;SPC MN S     -   216,781.834   803,291.554   MT  0.99995276   +0 01 43.6
 DE9635;SPC MN S     -   711,225.07  2,635,465.71   sFT  0.99995276   +0 01 43.6
 DE9635;UTM  15      - 4,877,986.765   423,184.896   MT  0.99967257   -0 40 00.4
 DE9635
 DE9635!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE9635!SPC MN S     -   0.99995672  x   0.99995276  =   0.99990948
 DE9635!UTM  15      -   0.99995672  x   0.99967257  =   0.99962930
 DE9635
 DE9635:                Primary Azimuth Mark                     Grid Az
 DE9635:SPC MN S     -  0704 H 1                                 180 30 40.5
 DE9635:UTM  15      -  0704 H 1                                 181 12 24.5
 DE9635
 DE9635_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVJ2318477986(NAD 83)
 DE9635
 DE9635|---------------------------------------------------------------------|
 DE9635| PID    Reference Object                     Distance      Geod. Az  |
 DE9635|                                                           dddmmss.s |
 DE9635| DE9617 0704 H 1                            APPROX. 1.6 KM 1803224.1 |
 DE9635|---------------------------------------------------------------------|
 DE9635
 DE9635                          SUPERSEDED SURVEY CONTROL
 DE9635
 DE9635  NAD 83(2007)-  44 03 03.68034(N)    093 57 32.12786(W) AD(2002.00) 0
 DE9635  ELLIP H (02/10/07)  276.066  (m)                       GP(2002.00)    
 DE9635  NAD 83(1996)-  44 03 03.67954(N)    093 57 32.12700(W) AD(       ) 1
 DE9635  ELLIP H (01/23/03)  276.118  (m)                       GP(       ) 3 2
 DE9635  NAVD 88             304.51   (m)          999.0    (f) LEVELING    3  
 DE9635
 DE9635.Superseded values are not recommended for survey control.
 DE9635
 DE9635.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE9635.See file dsdata.pdf to determine how the superseded data were derived.
 DE9635
 DE9635_MARKER: DV = VERTICAL CONTROL DISK
 DE9635_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 DE9635_STAMPING: 0704 I 1 1976
 DE9635_MARK LOGO: MNHD
 DE9635_PROJECTION: RECESSED 5 CENTIMETERS
 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 - May 07, 2024
 DE9635
 DE9635  HISTORY     - Date     Condition        Report By
 DE9635  HISTORY     - 19760401 MONUMENTED       MNHD
 DE9635  HISTORY     - 19991013 GOOD             MNDT
 DE9635  HISTORY     - 20191009 GOOD             MNDT
 DE9635  HISTORY     - 20220825 GOOD             MNDT
 DE9635  HISTORY     - 20240507 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.
 DE9635
 DE9635                          STATION RECOVERY (2019)
 DE9635
 DE9635'RECOVERY NOTE BY MN DEPT OF TRANSP 2019 (MPP)
 DE9635'3.0 MI (4.8 KM) NORTH OF BEAUFORD, 2.7 MI (4.3 KM) NORTH ALONG TRUNK
 DE9635'HIGHWAY 22 FROM THE JUNCTION OF COUNTY ROAD 10 AND TRUNK HIGHWAY 22 IN
 DE9635'BEAUFORD, AT TRUNK HIGHWAY 22 MILE POINT 43.85, 92.3 FT (28.1 M)
 DE9635'NORTH-NORTHEAST OF TELEPHONE PEDESTAL NUMBER 2BO2AG, 77.0 FT (23.5 M)
 DE9635'SOUTH OF THE SOUTH CHURCH ENTRANCE, 71.0 FT (21.6 M) WEST OF TRUNK
 DE9635'HIGHWAY 22, AT THE SOUTHEAST CORNER OF A CHURCH PARKING LOT, 0.9 FT
 DE9635'(27 CM) NORTH OF A WITNESS POST.
 DE9635
 DE9635                          STATION RECOVERY (2022)
 DE9635
 DE9635'RECOVERY NOTE BY MN DEPT OF TRANSP 2022 (KMS)
 DE9635'RECOVERED IN GOOD CONDITION.
 DE9635
 DE9635                          STATION RECOVERY (2024)
 DE9635
 DE9635'RECOVERY NOTE BY MN DEPT OF TRANSP 2024 (AXD)
 DE9635'THE MARK IS LOCATED ABOUT IN 3.0 MI (4.8 KM) NORTH OF BEAUFORD, 2.7 MI
 DE9635'(4.3 KM) NORTH ALONG TRUNK HIGHWAY 22 FROM THE JUNCTION OF COUNTY ROAD
 DE9635'10 AND TRUNK HIGHWAY 22 IN BEAUFORD, AT TRUNK HIGHWAY 22 MILE POINT
 DE9635'43.85, 92.3 FT (28.1 M) NORTH-NORTHEAST OF A TELEPHONE PEDESTAL NUMBER
 DE9635'2BO2AG, 77.0 FT (23.5 M) SOUTH OF THE SOUTH CHURCH ENTRANCE, 71.0 FT
 DE9635'(21.6 M) WEST OF TRUNK HIGHWAY 22, AT THE SOUTHEAST CORNER OF A CHURCH
 DE9635'PARKING LOT, 0.9 FT (27 CM) NORTH OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DE9616 ***********************************************************************
 DE9616  DESIGNATION -  0704 J
 DE9616  PID         -  DE9616
 DE9616  STATE/COUNTY-  MN/BLUE EARTH
 DE9616  COUNTRY     -  US
 DE9616  USGS QUAD   -  BEAUFORD (2019)
 DE9616
 DE9616                         *CURRENT SURVEY CONTROL
 DE9616  ______________________________________________________________________
 DE9616* NAD 83(2011) POSITION- 44 03 42.38076(N) 093 57 32.09657(W)   ADJUSTED
 DE9616* NAD 83(2011) ELLIP HT-   278.171 (meters)        (06/27/12)   ADJUSTED
 DE9616* NAD 83(2011) EPOCH   -  2010.00
 DE9616* NAVD 88 ORTHO HEIGHT -   306.640 (meters)     1006.03  (feet) ADJUSTED
 DE9616  ______________________________________________________________________
 DE9616  GEOID HEIGHT    -        -28.472 (meters)                     GEOID18
 DE9616  NAD 83(2011) X  -   -316,961.390 (meters)                     COMP
 DE9616  NAD 83(2011) Y  - -4,579,950.893 (meters)                     COMP
 DE9616  NAD 83(2011) Z  -  4,413,219.831 (meters)                     COMP
 DE9616  LAPLACE CORR    -         -5.47  (seconds)                    DEFLEC18
 DE9616  DYNAMIC HEIGHT  -        306.588 (meters)     1005.86  (feet) COMP
 DE9616  MODELED GRAVITY -    980,439.6   (mgal)                       NAVD 88
 DE9616
 DE9616  VERT ORDER      -  SECOND    CLASS I
 DE9616
 DE9616  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DE9616  Standards:
 DE9616         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DE9616            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DE9616  -------------------------------------------------------------------
 DE9616  NETWORK    0.44   0.69           0.20   0.15   0.35     -0.01799429
 DE9616  -------------------------------------------------------------------
 DE9616  Click here for local accuracies and other accuracy information.
 DE9616
 DE9616.The horizontal coordinates were established by GPS observations
 DE9616.and adjusted by the National Geodetic Survey in June 2012.
 DE9616
 DE9616.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DE9616.been affixed to the stable North American tectonic plate. See 
 DE9616.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DE9616
 DE9616.The horizontal coordinates are valid at the epoch date displayed above
 DE9616.which is a decimal equivalence of Year/Month/Day.
 DE9616
 DE9616.The orthometric height was determined by differential leveling and
 DE9616.adjusted by the NATIONAL GEODETIC SURVEY
 DE9616.in August 2004.
 DE9616
 DE9616.Significant digits in the geoid height do not necessarily reflect accuracy.
 DE9616.GEOID18 height accuracy estimate available here.
 DE9616
 DE9616.Click photographs - Photos may exist for this station.
 DE9616
 DE9616.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DE9616
 DE9616.The Laplace correction was computed from DEFLEC18 derived deflections.
 DE9616
 DE9616.The ellipsoidal height was determined by GPS observations
 DE9616.and is referenced to NAD 83.
 DE9616
 DE9616.The dynamic height is computed by dividing the NAVD 88
 DE9616.geopotential number by the normal gravity value computed on the
 DE9616.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE9616.degrees latitude (g = 980.6199 gals.).
 DE9616
 DE9616.The modeled gravity was interpolated from observed gravity values.
 DE9616
 DE9616. The following values were computed from the NAD 83(2011) position.
 DE9616
 DE9616;                    North         East     Units Scale Factor Converg.
 DE9616;SPC MN S     -   217,976.258   803,291.633   MT  0.99995131   +0 01 43.7
 DE9616;SPC MN S     -   715,143.77  2,635,465.97   sFT  0.99995131   +0 01 43.7
 DE9616;UTM  15      - 4,879,180.766   423,199.472   MT  0.99967254   -0 40 00.8
 DE9616
 DE9616!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE9616!SPC MN S     -   0.99995638  x   0.99995131  =   0.99990770
 DE9616!UTM  15      -   0.99995638  x   0.99967254  =   0.99962894
 DE9616
 DE9616:                Primary Azimuth Mark                     Grid Az
 DE9616:SPC MN S     -  0704 K                                   009 50 17.5
 DE9616:UTM  15      -  0704 K                                   010 32 02.0
 DE9616
 DE9616_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVJ2319979180(NAD 83)
 DE9616
 DE9616|---------------------------------------------------------------------|
 DE9616| PID    Reference Object                     Distance      Geod. Az  |
 DE9616|                                                           dddmmss.s |
 DE9616| DE9615 0704 K                              APPROX. 1.8 KM 0095201.2 |
 DE9616| DE9635 0704 I 1                            APPROX. 1.2 KM 1800157.3 |
 DE9616|---------------------------------------------------------------------|
 DE9616
 DE9616                          SUPERSEDED SURVEY CONTROL
 DE9616
 DE9616  NAD 83(2007)-  44 03 42.38072(N)    093 57 32.09734(W) AD(2002.00) 0
 DE9616  ELLIP H (02/10/07)  278.196  (m)                       GP(2002.00)    
 DE9616  NAD 83(1996)-  44 03 42.37991(N)    093 57 32.09648(W) AD(       ) 1
 DE9616  ELLIP H (01/23/03)  278.250  (m)                       GP(       ) 3 2
 DE9616  NAVD 88             306.64   (m)         1006.0    (f) LEVELING    3  
 DE9616
 DE9616.Superseded values are not recommended for survey control.
 DE9616
 DE9616.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE9616.See file dsdata.pdf to determine how the superseded data were derived.
 DE9616
 DE9616_MARKER: DB = BENCH MARK DISK
 DE9616_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 DE9616_STAMPING: 0704 J 1949
 DE9616_MARK LOGO: MNHD
 DE9616_PROJECTION: RECESSED 10 CENTIMETERS
 DE9616_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DE9616_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DE9616_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE9616+SATELLITE: SATELLITE OBSERVATIONS - May 07, 2024
 DE9616
 DE9616  HISTORY     - Date     Condition        Report By
 DE9616  HISTORY     - 19480401 MONUMENTED       MNHD
 DE9616  HISTORY     - 19991013 GOOD             MNDT
 DE9616  HISTORY     - 20220825 GOOD             MNDT
 DE9616  HISTORY     - 20240507 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.
 DE9616
 DE9616                          STATION RECOVERY (2022)
 DE9616
 DE9616'RECOVERY NOTE BY MN DEPT OF TRANSP 2022 (KMS)
 DE9616'3.75 MI (6.03 KM) NORTH OF BEAUFORD, 3.8 MI (6.1 KM) NORTH ON TRUNK
 DE9616'HIGHWAY 22 FROM THE JUNCTION OF COUNTY ROAD 10 AND TRUNK HIGHWAY 22 IN
 DE9616'BEAUFORD, AT TRUNK HIGHWAY 22 MILE POINT 44.6, 70.2 FT (21.4 M) WEST
 DE9616'OF TRUNK HIGHWAY 22, 64.4 FT (19.6 M) NORTH OF THE NORTH ENTRANCE OF A
 DE9616'CEMETERY, 5.4 FT (1.6 M) EAST OF A FENCE, 4.9 FT (1.5 M) EAST OF A
 DE9616'WITNESS POST.
 DE9616
 DE9616                          STATION RECOVERY (2024)
 DE9616
 DE9616'RECOVERY NOTE BY MN DEPT OF TRANSP 2024 (LXG)
 DE9616'THE MARK IS LOCATED ABOUT IN 3.75 MI (6.03 KM) NORTH OF BEAUFORD, 3.8
 DE9616'MI (6.1 KM) NORTH ON TRUNK HIGHWAY 22 FROM THE JUNCTION OF COUNTY ROAD
 DE9616'10 AND TRUNK HIGHWAY 22 IN BEAUFORD, AT TRUNK HIGHWAY 22 MILE POINT
 DE9616'44.6, 70.2 FT (21.4 M) WEST OF TRUNK HIGHWAY 22, 64.4 FT (19.6 M)
 DE9616'NORTH OF THE NORTH ENTRANCE OF A CEMETERY, 5.4 FT (1.6 M) EAST OF A
 DE9616'FENCE, 4.9 FT (1.5 M) EAST OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DE9615 ***********************************************************************
 DE9615  DESIGNATION -  0704 K
 DE9615  PID         -  DE9615
 DE9615  STATE/COUNTY-  MN/BLUE EARTH
 DE9615  COUNTRY     -  US
 DE9615  USGS QUAD   -  BEAUFORD (2019)
 DE9615
 DE9615                         *CURRENT SURVEY CONTROL
 DE9615  ______________________________________________________________________
 DE9615* NAD 83(2011) POSITION- 44 04 38.89621(N) 093 57 18.46080(W)   ADJUSTED
 DE9615* NAD 83(2011) ELLIP HT-   276.349 (meters)        (06/27/12)   ADJUSTED
 DE9615* NAD 83(2011) EPOCH   -  2010.00
 DE9615* NAVD 88 ORTHO HEIGHT -   304.828 (meters)     1000.09  (feet) ADJUSTED
 DE9615  ______________________________________________________________________
 DE9615  GEOID HEIGHT    -        -28.473 (meters)                     GEOID18
 DE9615  NAD 83(2011) X  -   -316,574.839 (meters)                     COMP
 DE9615  NAD 83(2011) Y  - -4,578,760.121 (meters)                     COMP
 DE9615  NAD 83(2011) Z  -  4,414,471.920 (meters)                     COMP
 DE9615  LAPLACE CORR    -         -5.47  (seconds)                    DEFLEC18
 DE9615  DYNAMIC HEIGHT  -        304.777 (meters)      999.92  (feet) COMP
 DE9615  MODELED GRAVITY -    980,440.6   (mgal)                       NAVD 88
 DE9615
 DE9615  VERT ORDER      -  SECOND    CLASS I
 DE9615
 DE9615  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DE9615  Standards:
 DE9615         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DE9615            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DE9615  -------------------------------------------------------------------
 DE9615  NETWORK    0.36   0.59           0.16   0.13   0.30     -0.04234237
 DE9615  -------------------------------------------------------------------
 DE9615  Click here for local accuracies and other accuracy information.
 DE9615
 DE9615.The horizontal coordinates were established by GPS observations
 DE9615.and adjusted by the National Geodetic Survey in June 2012.
 DE9615
 DE9615.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DE9615.been affixed to the stable North American tectonic plate. See 
 DE9615.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DE9615
 DE9615.The horizontal coordinates are valid at the epoch date displayed above
 DE9615.which is a decimal equivalence of Year/Month/Day.
 DE9615
 DE9615.The orthometric height was determined by differential leveling and
 DE9615.adjusted by the NATIONAL GEODETIC SURVEY
 DE9615.in August 2004.
 DE9615
 DE9615.Significant digits in the geoid height do not necessarily reflect accuracy.
 DE9615.GEOID18 height accuracy estimate available here.
 DE9615
 DE9615.Click photographs - Photos may exist for this station.
 DE9615
 DE9615.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DE9615
 DE9615.The Laplace correction was computed from DEFLEC18 derived deflections.
 DE9615
 DE9615.The ellipsoidal height was determined by GPS observations
 DE9615.and is referenced to NAD 83.
 DE9615
 DE9615.The dynamic height is computed by dividing the NAVD 88
 DE9615.geopotential number by the normal gravity value computed on the
 DE9615.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE9615.degrees latitude (g = 980.6199 gals.).
 DE9615
 DE9615.The modeled gravity was interpolated from observed gravity values.
 DE9615
 DE9615. The following values were computed from the NAD 83(2011) position.
 DE9615
 DE9615;                    North         East     Units Scale Factor Converg.
 DE9615;SPC MN S     -   219,720.673   803,594.143   MT  0.99994926   +0 01 53.2
 DE9615;SPC MN S     -   720,866.91  2,636,458.45   sFT  0.99994926   +0 01 53.2
 DE9615;UTM  15      - 4,880,920.895   423,523.053   MT  0.99967193   -0 39 52.0
 DE9615
 DE9615!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE9615!SPC MN S     -   0.99995667  x   0.99994926  =   0.99990593
 DE9615!UTM  15      -   0.99995667  x   0.99967193  =   0.99962861
 DE9615
 DE9615:                Primary Azimuth Mark                     Grid Az
 DE9615:SPC MN S     -  0704 L                                   011 48 25.5
 DE9615:UTM  15      -  0704 L                                   012 30 10.7
 DE9615
 DE9615_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVJ2352380920(NAD 83)
 DE9615
 DE9615|---------------------------------------------------------------------|
 DE9615| PID    Reference Object                     Distance      Geod. Az  |
 DE9615|                                                           dddmmss.s |
 DE9615| DE9614 0704 L                              APPROX. 0.9 KM 0115018.7 |
 DE9615| DE9616 0704 J                              APPROX. 1.8 KM 1895210.7 |
 DE9615|---------------------------------------------------------------------|
 DE9615
 DE9615                          SUPERSEDED SURVEY CONTROL
 DE9615
 DE9615  NAD 83(2007)-  44 04 38.89617(N)    093 57 18.46157(W) AD(2002.00) 0
 DE9615  ELLIP H (02/10/07)  276.375  (m)                       GP(2002.00)    
 DE9615  NAD 83(1996)-  44 04 38.89535(N)    093 57 18.46068(W) AD(       ) 1
 DE9615  ELLIP H (01/23/03)  276.428  (m)                       GP(       ) 3 2
 DE9615  NAVD 88             304.83   (m)         1000.1    (f) LEVELING    3  
 DE9615
 DE9615.Superseded values are not recommended for survey control.
 DE9615
 DE9615.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE9615.See file dsdata.pdf to determine how the superseded data were derived.
 DE9615
 DE9615_MARKER: DB = BENCH MARK DISK
 DE9615_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 DE9615_STAMPING: 0704 K 1949
 DE9615_MARK LOGO: MNHD
 DE9615_PROJECTION: RECESSED 10 CENTIMETERS
 DE9615_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DE9615_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DE9615_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE9615+SATELLITE: SATELLITE OBSERVATIONS - May 13, 2024
 DE9615
 DE9615  HISTORY     - Date     Condition        Report By
 DE9615  HISTORY     - 19480401 MONUMENTED       MNHD
 DE9615  HISTORY     - 19991013 GOOD             MNDT
 DE9615  HISTORY     - 20191009 GOOD             MNDT
 DE9615  HISTORY     - 20220825 GOOD             MNDT
 DE9615  HISTORY     - 20240513 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.
 DE9615
 DE9615                          STATION RECOVERY (2019)
 DE9615
 DE9615'RECOVERY NOTE BY MN DEPT OF TRANSP 2019 (MPP)
 DE9615'5.0 MI (8.0 KM) NORTH OF BEAUFORD, 4.9 MI (7.9 KM) NORTH ALONG TRUNK
 DE9615'HIGHWAY 22 FROM THE JUNCTION OF TRUNK HIGHWAY 22 AND COUNTY ROAD 10 IN
 DE9615'BEAUFORD, AT TRUNK HIGHWAY 22 MILE POINT 45.7, 74.0 FT (22.6 M) EAST
 DE9615'OF TRUNK HIGHWAY 22, 0.5 FT (15 CM) WEST-NORTHWEST OF A WITNESS POST.
 DE9615
 DE9615                          STATION RECOVERY (2022)
 DE9615
 DE9615'RECOVERY NOTE BY MN DEPT OF TRANSP 2022 (KMS)
 DE9615'RECOVERED IN GOOD CONDITION.
 DE9615
 DE9615                          STATION RECOVERY (2024)
 DE9615
 DE9615'RECOVERY NOTE BY MN DEPT OF TRANSP 2024 (LXG)
 DE9615'THE MARK IS LOCATED ABOUT IN 5.0 MI (8.0 KM) NORTH OF BEAUFORD, 4.9 MI
 DE9615'(7.9 KM) NORTH ALONG TRUNK HIGHWAY 22 FROM THE JUNCTION OF TRUNK
 DE9615'HIGHWAY 22 AND COUNTY ROAD 10 IN BEAUFORD, AT TRUNK HIGHWAY 22 MILE
 DE9615'POINT 45.7, 74.0 FT (22.6 M) EAST OF TRUNK HIGHWAY 22, 0.5 FT (15 CM)
 DE9615'WEST-NORTHWEST OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DE9614 ***********************************************************************
 DE9614  DESIGNATION -  0704 L
 DE9614  PID         -  DE9614
 DE9614  STATE/COUNTY-  MN/BLUE EARTH
 DE9614  COUNTRY     -  US
 DE9614  USGS QUAD   -  BEAUFORD (2019)
 DE9614
 DE9614                         *CURRENT SURVEY CONTROL
 DE9614  ______________________________________________________________________
 DE9614* NAD 83(2011) POSITION- 44 05 06.65871(N) 093 57 10.38733(W)   ADJUSTED
 DE9614* NAD 83(2011) ELLIP HT-   252.384 (meters)        (06/27/12)   ADJUSTED
 DE9614* NAD 83(2011) EPOCH   -  2010.00
 DE9614* NAVD 88 ORTHO HEIGHT -   280.851 (meters)      921.43  (feet) ADJUSTED
 DE9614  ______________________________________________________________________
 DE9614  GEOID HEIGHT    -        -28.474 (meters)                     GEOID18
 DE9614  NAD 83(2011) X  -   -316,353.338 (meters)                     COMP
 DE9614  NAD 83(2011) Y  - -4,578,160.609 (meters)                     COMP
 DE9614  NAD 83(2011) Z  -  4,415,070.822 (meters)                     COMP
 DE9614  LAPLACE CORR    -         -5.47  (seconds)                    DEFLEC18
 DE9614  DYNAMIC HEIGHT  -        280.803 (meters)      921.27  (feet) COMP
 DE9614  MODELED GRAVITY -    980,441.0   (mgal)                       NAVD 88
 DE9614
 DE9614  VERT ORDER      -  SECOND    CLASS I
 DE9614
 DE9614  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DE9614  Standards:
 DE9614         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DE9614            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DE9614  -------------------------------------------------------------------
 DE9614  NETWORK    0.47   0.71           0.21   0.17   0.36     -0.11180360
 DE9614  -------------------------------------------------------------------
 DE9614  Click here for local accuracies and other accuracy information.
 DE9614
 DE9614.The horizontal coordinates were established by GPS observations
 DE9614.and adjusted by the National Geodetic Survey in June 2012.
 DE9614
 DE9614.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DE9614.been affixed to the stable North American tectonic plate. See 
 DE9614.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DE9614
 DE9614.The horizontal coordinates are valid at the epoch date displayed above
 DE9614.which is a decimal equivalence of Year/Month/Day.
 DE9614
 DE9614.The orthometric height was determined by differential leveling and
 DE9614.adjusted by the NATIONAL GEODETIC SURVEY
 DE9614.in August 2004.
 DE9614
 DE9614.Significant digits in the geoid height do not necessarily reflect accuracy.
 DE9614.GEOID18 height accuracy estimate available here.
 DE9614
 DE9614.Click photographs - Photos may exist for this station.
 DE9614
 DE9614.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DE9614
 DE9614.The Laplace correction was computed from DEFLEC18 derived deflections.
 DE9614
 DE9614.The ellipsoidal height was determined by GPS observations
 DE9614.and is referenced to NAD 83.
 DE9614
 DE9614.The dynamic height is computed by dividing the NAVD 88
 DE9614.geopotential number by the normal gravity value computed on the
 DE9614.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE9614.degrees latitude (g = 980.6199 gals.).
 DE9614
 DE9614.The modeled gravity was interpolated from observed gravity values.
 DE9614
 DE9614. The following values were computed from the NAD 83(2011) position.
 DE9614
 DE9614;                    North         East     Units Scale Factor Converg.
 DE9614;SPC MN S     -   220,577.619   803,773.279   MT  0.99994828   +0 01 58.9
 DE9614;SPC MN S     -   723,678.41  2,637,046.17   sFT  0.99994828   +0 01 58.9
 DE9614;UTM  15      - 4,881,775.365   423,712.532   MT  0.99967158   -0 39 46.7
 DE9614
 DE9614!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE9614!SPC MN S     -   0.99996043  x   0.99994828  =   0.99990871
 DE9614!UTM  15      -   0.99996043  x   0.99967158  =   0.99963202
 DE9614
 DE9614:                Primary Azimuth Mark                     Grid Az
 DE9614:SPC MN S     -  0704 K                                   191 48 25.4
 DE9614:UTM  15      -  0704 K                                   192 30 11.0
 DE9614
 DE9614_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVJ2371281775(NAD 83)
 DE9614
 DE9614|---------------------------------------------------------------------|
 DE9614| PID    Reference Object                     Distance      Geod. Az  |
 DE9614|                                                           dddmmss.s |
 DE9614| DE9615 0704 K                              APPROX. 0.9 KM 1915024.3 |
 DE9614|---------------------------------------------------------------------|
 DE9614
 DE9614                          SUPERSEDED SURVEY CONTROL
 DE9614
 DE9614  NAD 83(2007)-  44 05 06.65866(N)    093 57 10.38810(W) AD(2002.00) 0
 DE9614  ELLIP H (02/10/07)  252.410  (m)                       GP(2002.00)    
 DE9614  NAD 83(1996)-  44 05 06.65794(N)    093 57 10.38722(W) AD(       ) 1
 DE9614  ELLIP H (01/23/03)  252.465  (m)                       GP(       ) 3 2
 DE9614  NAVD 88             280.85   (m)          921.4    (f) LEVELING    3  
 DE9614
 DE9614.Superseded values are not recommended for survey control.
 DE9614
 DE9614.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE9614.See file dsdata.pdf to determine how the superseded data were derived.
 DE9614
 DE9614_MARKER: DB = BENCH MARK DISK
 DE9614_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 DE9614_STAMPING: 0704 L 1949
 DE9614_MARK LOGO: MNHD
 DE9614_PROJECTION: RECESSED 5 CENTIMETERS
 DE9614_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DE9614_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DE9614_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE9614+SATELLITE: SATELLITE OBSERVATIONS - May 13, 2024
 DE9614
 DE9614  HISTORY     - Date     Condition        Report By
 DE9614  HISTORY     - 19480401 MONUMENTED       MNHD
 DE9614  HISTORY     - 19991013 GOOD             MNDT
 DE9614  HISTORY     - 20220825 GOOD             MNDT
 DE9614  HISTORY     - 20240513 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
 DE9614'(7.1 KM) SOUTH OF JCT OF TH 22 AND TH 83, 74 FT (22.6 M) WEST OF TH
 DE9614'22, AT TH 22 MP 46.2, 77.6 FT (23.7 M) NORTH OF ENT, 37.7 FT (11.5 M)
 DE9614'NORTHEAST OF NORTHEAST CORNER OF HOUSE, 84.5 FT (25.8 M) SOUTH OF
 DE9614'CABLE PEDESTAL NUMBER 280982, 0.6 FT (18.3 CM) NORTHEAST OF WITNESS
 DE9614'POST, RECESSED 2 INCHES.
 DE9614
 DE9614                          STATION RECOVERY (2022)
 DE9614
 DE9614'RECOVERY NOTE BY MN DEPT OF TRANSP 2022 (KMS)
 DE9614'4.75 MI (7.64 KM) SOUTH OF MANKATO, 4.4 MI (7.1 KM) SOUTH ALONG TRUNK
 DE9614'HIGHWAY 22 FROM THE JUNCTION OF TRUNK HIGHWAY 22 AND TRUNK HIGHWAY 83
 DE9614'IN MANKATO, AT TRUNK HIGHWAY 22 MILE POINT 46.2, 84.5 FT (25.8 M)
 DE9614'SOUTH OF CABLE PEDESTAL NUMBER 280982, 77.6 FT (23.7 M) NORTH OF AN
 DE9614'ENTRANCE, 74.0 FT (22.6 M) WEST OF TRUNK HIGHWAY 22, 37.7 FT (11.5 M)
 DE9614'NORTHEAST OF THE NORTHEAST CORNER OF A HOUSE, 0.6 FT (18 CM) NORTHEAST
 DE9614'OF A WITNESS POST.
 DE9614
 DE9614                          STATION RECOVERY (2024)
 DE9614
 DE9614'RECOVERY NOTE BY MN DEPT OF TRANSP 2024 (LXG)
 DE9614'THE MARK IS LOCATED ABOUT IN 4.75 MI (7.64 KM) SOUTH OF MANKATO, 4.4
 DE9614'MI (7.1 KM) SOUTH ALONG TRUNK HIGHWAY 22 FROM THE JUNCTION OF TRUNK
 DE9614'HIGHWAY 22 AND TRUNK HIGHWAY 83 IN MANKATO, AT TRUNK HIGHWAY 22 MILE
 DE9614'POINT 46.2, 84.5 FT (25.8 M) SOUTH OF CABLE PEDESTAL NUMBER 280982,
 DE9614'77.6 FT (23.7 M) NORTH OF AN ENTRANCE, 74.0 FT (22.6 M) WEST OF TRUNK
 DE9614'HIGHWAY 22, 37.7 FT (11.5 M) NORTHEAST OF THE NORTHEAST CORNER OF A
 DE9614'HOUSE, 0.6 FT (18 CM) NORTHEAST OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DF8260 ***********************************************************************
 DF8260  DESIGNATION -  0704 N 1
 DF8260  PID         -  DF8260
 DF8260  STATE/COUNTY-  MN/BLUE EARTH
 DF8260  COUNTRY     -  US
 DF8260  USGS QUAD   -  BEAUFORD (2019)
 DF8260
 DF8260                         *CURRENT SURVEY CONTROL
 DF8260  ______________________________________________________________________
 DF8260* NAD 83(1986) POSITION- 44 06 00.20   (N) 093 57 29.87   (W)   HD_HELD1
 DF8260* NAVD 88 ORTHO HEIGHT -   300.926 (meters)      987.29  (feet) ADJUSTED
 DF8260  ______________________________________________________________________
 DF8260  GEOID HEIGHT    -        -28.452 (meters)                     GEOID18
 DF8260  DYNAMIC HEIGHT  -        300.876 (meters)      987.12  (feet) COMP
 DF8260  MODELED GRAVITY -    980,443.4   (mgal)                       NAVD 88
 DF8260
 DF8260  VERT ORDER      -  SECOND    CLASS I
 DF8260
 DF8260.The horizontal coordinates were determined by differentially corrected
 DF8260.hand held GPS observations or other comparable positioning techniques
 DF8260.and have an estimated accuracy of +/- 3 meters.
 DF8260
 DF8260.The orthometric height was determined by differential leveling and
 DF8260.adjusted by the NATIONAL GEODETIC SURVEY
 DF8260.in May 2019.
 DF8260
 DF8260.Significant digits in the geoid height do not necessarily reflect accuracy.
 DF8260.GEOID18 height accuracy estimate available here.
 DF8260
 DF8260.Click photographs - Photos may exist for this station.
 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     -   222,229.8     803,339.0     MT  (+/- 3 meters HH1 GPS) 
 DF8260
 DF8260_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVJ2329883432(NAD 83)
 DF8260
 DF8260                          SUPERSEDED SURVEY CONTROL
 DF8260
 DF8260  NAVD 88 (08/10/04)  300.917  (m)          987.26   (f) SUPERSEDED  2 1
 DF8260
 DF8260.Superseded values are not recommended for survey control.
 DF8260
 DF8260.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF8260.See file dsdata.pdf to determine how the superseded data were derived.
 DF8260
 DF8260_MARKER: DV = VERTICAL CONTROL DISK
 DF8260_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 DF8260_STAMPING: 0704 N 1 1976
 DF8260_MARK LOGO: MNHD
 DF8260_PROJECTION: RECESSED 5 CENTIMETERS
 DF8260_MAGNETIC: I = MARKER IS A STEEL ROD
 DF8260_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DF8260_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DF8260+SATELLITE: SATELLITE OBSERVATIONS - August 25, 2022
 DF8260
 DF8260  HISTORY     - Date     Condition        Report By
 DF8260  HISTORY     - 1976     MONUMENTED       MNHD
 DF8260  HISTORY     - 19991013 GOOD             MNDT
 DF8260  HISTORY     - 20160425 GOOD             MNDT
 DF8260  HISTORY     - 20220825 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.
 DF8260
 DF8260                          STATION RECOVERY (2016)
 DF8260
 DF8260'RECOVERY NOTE BY MN DEPT OF TRANSP 2016 (KMS)
 DF8260'RECOVERED AS DESCRIBED.
 DF8260
 DF8260                          STATION RECOVERY (2022)
 DF8260
 DF8260'RECOVERY NOTE BY MN DEPT OF TRANSP 2022 (KMS)
 DF8260'4.8 MI (7.7 KM) SOUTHEAST OF MANKATO, 3.3 MI (5.3 KM) SOUTH ALONG
 DF8260'TRUNK HIGHWAY 22 FROM THE JUNCTION OF TRUNK HIGHWAY 22 AND TRUNK
 DF8260'HIGHWAY 83, AT TRUNK HIGHWAY 22 MILE POINT 47.3, 126.0 FT (38.4 M)
 DF8260'SOUTH OF DRIVEWAY NUMBER 19196, 75.0 FT (22.9 M) WEST OF TRUNK HIGHWAY
 DF8260'22, 54.6 FT (16.6 M) EAST-SOUTHEAST OF THE SOUTHEAST CORNER OF A
 DF8260'HOUSE, 0.5 FT (15 CM) EAST OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DE9613 ***********************************************************************
 DE9613  DESIGNATION -  0704 O
 DE9613  PID         -  DE9613
 DE9613  STATE/COUNTY-  MN/BLUE EARTH
 DE9613  COUNTRY     -  US
 DE9613  USGS QUAD   -  BEAUFORD (2019)
 DE9613
 DE9613                         *CURRENT SURVEY CONTROL
 DE9613  ______________________________________________________________________
 DE9613* NAD 83(2011) POSITION- 44 06 53.68190(N) 093 57 31.10902(W)   ADJUSTED
 DE9613* NAD 83(2011) ELLIP HT-   277.745 (meters)        (06/27/12)   ADJUSTED
 DE9613* NAD 83(2011) EPOCH   -  2010.00
 DE9613* NAVD 88 ORTHO HEIGHT -   306.182 (meters)     1004.53  (feet) ADJUSTED
 DE9613  ______________________________________________________________________
 DE9613  GEOID HEIGHT    -        -28.441 (meters)                     GEOID18
 DE9613  NAD 83(2011) X  -   -316,655.816 (meters)                     COMP
 DE9613  NAD 83(2011) Y  - -4,575,853.568 (meters)                     COMP
 DE9613  NAD 83(2011) Z  -  4,417,460.738 (meters)                     COMP
 DE9613  LAPLACE CORR    -         -5.67  (seconds)                    DEFLEC18
 DE9613  DYNAMIC HEIGHT  -        306.132 (meters)     1004.37  (feet) COMP
 DE9613  MODELED GRAVITY -    980,444.8   (mgal)                       NAVD 88
 DE9613
 DE9613  VERT ORDER      -  SECOND    CLASS I
 DE9613
 DE9613  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DE9613  Standards:
 DE9613         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DE9613            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DE9613  -------------------------------------------------------------------
 DE9613  NETWORK    0.35   0.67           0.16   0.12   0.34     -0.04739751
 DE9613  -------------------------------------------------------------------
 DE9613  Click here for local accuracies and other accuracy information.
 DE9613
 DE9613.The horizontal coordinates were established by GPS observations
 DE9613.and adjusted by the National Geodetic Survey in June 2012.
 DE9613
 DE9613.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DE9613.been affixed to the stable North American tectonic plate. See 
 DE9613.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DE9613
 DE9613.The horizontal coordinates are valid at the epoch date displayed above
 DE9613.which is a decimal equivalence of Year/Month/Day.
 DE9613
 DE9613.The orthometric height was determined by differential leveling and
 DE9613.adjusted by the NATIONAL GEODETIC SURVEY
 DE9613.in May 2019.
 DE9613
 DE9613.Significant digits in the geoid height do not necessarily reflect accuracy.
 DE9613.GEOID18 height accuracy estimate available here.
 DE9613
 DE9613.Click photographs - Photos may exist for this station.
 DE9613
 DE9613.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DE9613
 DE9613.The Laplace correction was computed from DEFLEC18 derived deflections.
 DE9613
 DE9613.The ellipsoidal height was determined by GPS observations
 DE9613.and is referenced to NAD 83.
 DE9613
 DE9613.The dynamic height is computed by dividing the NAVD 88
 DE9613.geopotential number by the normal gravity value computed on the
 DE9613.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE9613.degrees latitude (g = 980.6199 gals.).
 DE9613
 DE9613.The modeled gravity was interpolated from observed gravity values.
 DE9613
 DE9613. The following values were computed from the NAD 83(2011) position.
 DE9613
 DE9613;                    North         East     Units Scale Factor Converg.
 DE9613;SPC MN S     -   223,880.468   803,310.624   MT  0.99994467   +0 01 44.4
 DE9613;SPC MN S     -   734,514.50  2,635,528.27   sFT  0.99994467   +0 01 44.4
 DE9613;UTM  15      - 4,885,082.684   423,290.157   MT  0.99967237   -0 40 02.4
 DE9613
 DE9613!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE9613!SPC MN S     -   0.99995645  x   0.99994467  =   0.99990112
 DE9613!UTM  15      -   0.99995645  x   0.99967237  =   0.99962883
 DE9613
 DE9613:                Primary Azimuth Mark                     Grid Az
 DE9613:SPC MN S     -  HOLLOW                                   184 26 45.8
 DE9613:UTM  15      -  HOLLOW                                   185 08 32.6
 DE9613
 DE9613_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVJ2329085082(NAD 83)
 DE9613
 DE9613|---------------------------------------------------------------------|
 DE9613| PID    Reference Object                     Distance      Geod. Az  |
 DE9613|                                                           dddmmss.s |
 DE9613| DE9638 HOLLOW                              APPROX. 0.6 KM 1842830.2 |
 DE9613|---------------------------------------------------------------------|
 DE9613
 DE9613                          SUPERSEDED SURVEY CONTROL
 DE9613
 DE9613  NAD 83(2007)-  44 06 53.68187(N)    093 57 31.10979(W) AD(2002.00) 0
 DE9613  ELLIP H (02/10/07)  277.770  (m)                       GP(2002.00)    
 DE9613  NAD 83(1996)-  44 06 53.68112(N)    093 57 31.10880(W) AD(       ) 1
 DE9613  ELLIP H (01/23/03)  277.838  (m)                       GP(       ) 3 2
 DE9613  NAVD 88 (08/10/04)  306.173  (m)         1004.50   (f) SUPERSEDED  2 1
 DE9613  NAVD 88             306.17   (m)         1004.5    (f) LEVELING    3  
 DE9613
 DE9613.Superseded values are not recommended for survey control.
 DE9613
 DE9613.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE9613.See file dsdata.pdf to determine how the superseded data were derived.
 DE9613
 DE9613_MARKER: DB = BENCH MARK DISK
 DE9613_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 DE9613_STAMPING: 0704 O 1949
 DE9613_MARK LOGO: MNHD
 DE9613_PROJECTION: RECESSED 8 CENTIMETERS
 DE9613_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DE9613_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DE9613_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE9613+SATELLITE: SATELLITE OBSERVATIONS - May 14, 2024
 DE9613
 DE9613  HISTORY     - Date     Condition        Report By
 DE9613  HISTORY     - 19480401 MONUMENTED       MNHD
 DE9613  HISTORY     - 19991013 GOOD             MNDT
 DE9613  HISTORY     - 20160425 GOOD             MNDT
 DE9613  HISTORY     - 20210421 GOOD             MNDT
 DE9613  HISTORY     - 20220825 GOOD             MNDT
 DE9613  HISTORY     - 20240514 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.
 DE9613
 DE9613                          STATION RECOVERY (2016)
 DE9613
 DE9613'RECOVERY NOTE BY MN DEPT OF TRANSP 2016 (KMS)
 DE9613'THE MARK IS LOCATED ABOUT 4.0 MI (6.4 KM) SOUTHEAST OF MANKATO.
 DE9613'
 DE9613'TO REACH THE MARK GO 2.15 MI (3.46 KM) SOUTH ALONG TRUNK HIGHWAY 22
 DE9613'FROM THE JUNCTION OF TRUNK HIGHWAY 22 AND TRUNK HIGHWAY 83 IN MANKATO,
 DE9613'AT TRUNK HIGHWAY 22 MILE POINT 48.4.
 DE9613'
 DE9613'THE MARK IS LOCATED 77.0 FT (23.5 M) EAST OF TRUNK HIGHWAY 22, 0.9 FT
 DE9613'(27 CM) SOUTH OF A WITNESS POST.
 DE9613
 DE9613                          STATION RECOVERY (2021)
 DE9613
 DE9613'RECOVERY NOTE BY MN DEPT OF TRANSP 2021 (KMS)
 DE9613'RECOVERED IN GOOD CONDITION.
 DE9613
 DE9613                          STATION RECOVERY (2022)
 DE9613
 DE9613'RECOVERY NOTE BY MN DEPT OF TRANSP 2022 (KMS)
 DE9613'4.0 MI (6.4 KM) SOUTHEAST OF MANKATO, 2.15 MI (3.46 KM) SOUTH ALONG
 DE9613'TRUNK HIGHWAY 22 FROM THE JUNCTION OF TRUNK HIGHWAY 22 AND TRUNK
 DE9613'HIGHWAY 83 IN MANKATO, AT TRUNK HIGHWAY 22 MILE POINT 48.4, 77.0 FT
 DE9613'(23.5 M) EAST OF TRUNK HIGHWAY 22, 0.9 FT (27 CM) SOUTH OF A WITNESS
 DE9613'POST, STAMPED A YEAR LATER.
 DE9613
 DE9613                          STATION RECOVERY (2024)
 DE9613
 DE9613'RECOVERY NOTE BY MN DEPT OF TRANSP 2024 (BXB)
 DE9613'THE MARK IS LOCATED ABOUT IN 4.0 MI (6.4 KM) SOUTHEAST OF MANKATO,
 DE9613'2.15 MI (3.46 KM) SOUTH ALONG TRUNK HIGHWAY 22 FROM THE JUNCTION OF
 DE9613'TRUNK HIGHWAY 22 AND TRUNK HIGHWAY 83 IN MANKATO, AT TRUNK HIGHWAY 22
 DE9613'MILE POINT 48.4, 77.0 FT (23.5 M) EAST OF TRUNK HIGHWAY 22, 0.9 FT (27
 DE9613'CM) SOUTH OF A WITNESS POST, STAMPED A YEAR LATER.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DF8258 ***********************************************************************
 DF8258  DESIGNATION -  0704 P
 DF8258  PID         -  DF8258
 DF8258  STATE/COUNTY-  MN/BLUE EARTH
 DF8258  COUNTRY     -  US
 DF8258  USGS QUAD   -  MANKATO EAST (2019)
 DF8258
 DF8258                         *CURRENT SURVEY CONTROL
 DF8258  ______________________________________________________________________
 DF8258* NAD 83(1986) POSITION- 44 07 39.61   (N) 093 57 32.05   (W)   HD_HELD1
 DF8258* NAVD 88 ORTHO HEIGHT -   299.280 (meters)      981.89  (feet) ADJUSTED
 DF8258  ______________________________________________________________________
 DF8258  GEOID HEIGHT    -        -28.431 (meters)                     GEOID18
 DF8258  DYNAMIC HEIGHT  -        299.231 (meters)      981.73  (feet) COMP
 DF8258  MODELED GRAVITY -    980,446.2   (mgal)                       NAVD 88
 DF8258
 DF8258  VERT ORDER      -  SECOND    CLASS I
 DF8258
 DF8258.The horizontal coordinates were determined by differentially corrected
 DF8258.hand held GPS observations or other comparable positioning techniques
 DF8258.and have an estimated accuracy of +/- 3 meters.
 DF8258
 DF8258.The orthometric height was determined by differential leveling and
 DF8258.adjusted by the NATIONAL GEODETIC SURVEY
 DF8258.in May 2019.
 DF8258
 DF8258.Significant digits in the geoid height do not necessarily reflect accuracy.
 DF8258.GEOID18 height accuracy estimate available here.
 DF8258
 DF8258.Click photographs - Photos may exist for this station.
 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     -   225,298.0     803,289.0     MT  (+/- 3 meters HH1 GPS) 
 DF8258
 DF8258_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVJ2328586499(NAD 83)
 DF8258
 DF8258                          SUPERSEDED SURVEY CONTROL
 DF8258
 DF8258  NAVD 88 (08/10/04)  299.267  (m)          981.85   (f) SUPERSEDED  2 1
 DF8258
 DF8258.Superseded values are not recommended for survey control.
 DF8258
 DF8258.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF8258.See file dsdata.pdf to determine how the superseded data were derived.
 DF8258
 DF8258_MARKER: DB = BENCH MARK DISK
 DF8258_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 DF8258_STAMPING: 0704-P 1949
 DF8258_MARK LOGO: MNHD
 DF8258_PROJECTION: FLUSH
 DF8258_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DF8258_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DF8258_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DF8258+SATELLITE: SATELLITE OBSERVATIONS - August 25, 2022
 DF8258
 DF8258  HISTORY     - Date     Condition        Report By
 DF8258  HISTORY     - 19480401 MONUMENTED       MNHD
 DF8258  HISTORY     - 19991013 GOOD             MNDT
 DF8258  HISTORY     - 20160425 GOOD             MNDT
 DF8258  HISTORY     - 20220825 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.
 DF8258
 DF8258                          STATION RECOVERY (2016)
 DF8258
 DF8258'RECOVERY NOTE BY MN DEPT OF TRANSP 2016 (KMS)
 DF8258'THE MARK IS LOCATED ABOUT 3.3 MI (5.3 KM) SOUTHEAST OF MANKATO.
 DF8258'
 DF8258'TO REACH THE MARK GO 1.35 MI (2.17 KM) SOUTH ALONG TRUNK HIGHWAY 22
 DF8258'FROM THE JUNCTION OF TRUNK HIGHWAY 22 AND TRUNK HIGHWAY 83 IN MANKATO,
 DF8258'AT TRUNK HIGHWAY 22 MILE POINT 49.2.
 DF8258'
 DF8258'THE MARK IS LOCATED 80.0 FT (24.4 M) EAST OF TRUNK HIGHWAY 22, 0.2 FT
 DF8258'(6 CM) NORTHWEST OF A WITNESS POST.
 DF8258
 DF8258                          STATION RECOVERY (2022)
 DF8258
 DF8258'RECOVERY NOTE BY MN DEPT OF TRANSP 2022 (KMS)
 DF8258'3.3 MI (5.3 KM) SOUTHEAST OF MANKATO, 1.35 MI (2.17 KM) SOUTH ALONG
 DF8258'TRUNK HIGHWAY 22 FROM THE JUNCTION OF TRUNK HIGHWAY 22 AND TRUNK
 DF8258'HIGHWAY 83 IN MANKATO, AT TRUNK HIGHWAY 22 MILE POINT 49.2, 80.0 FT
 DF8258'(24.4 M) EAST OF TRUNK HIGHWAY 22, 0.2 FT (6 CM) NORTHWEST OF A
 DF8258'WITNESS POST, STAMPED A YEAR LATER.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 PP2060 ***********************************************************************
 PP2060  DESIGNATION -  0704 Q 1
 PP2060  PID         -  PP2060
 PP2060  STATE/COUNTY-  MN/BLUE EARTH
 PP2060  COUNTRY     -  US
 PP2060  USGS QUAD   -  MANKATO EAST (2019)
 PP2060
 PP2060                         *CURRENT SURVEY CONTROL
 PP2060  ______________________________________________________________________
 PP2060* NAD 83(1986) POSITION- 44 08 31.89   (N) 093 57 33.26   (W)   HD_HELD1
 PP2060* NAVD 88 ORTHO HEIGHT -   306.206 (meters)     1004.61  (feet) ADJUSTED
 PP2060  ______________________________________________________________________
 PP2060  GEOID HEIGHT    -        -28.420 (meters)                     GEOID18
 PP2060  DYNAMIC HEIGHT  -        306.156 (meters)     1004.45  (feet) COMP
 PP2060  MODELED GRAVITY -    980,448.1   (mgal)                       NAVD 88
 PP2060
 PP2060  VERT ORDER      -  SECOND    CLASS I
 PP2060
 PP2060.The horizontal coordinates were determined by differentially corrected
 PP2060.hand held GPS observations or other comparable positioning techniques
 PP2060.and have an estimated accuracy of +/- 3 meters.
 PP2060
 PP2060.The orthometric height was determined by differential leveling and
 PP2060.adjusted by the NATIONAL GEODETIC SURVEY
 PP2060.in May 2019.
 PP2060
 PP2060.Significant digits in the geoid height do not necessarily reflect accuracy.
 PP2060.GEOID18 height accuracy estimate available here.
 PP2060
 PP2060.Click photographs - Photos may exist for this station.
 PP2060
 PP2060.The dynamic height is computed by dividing the NAVD 88
 PP2060.geopotential number by the normal gravity value computed on the
 PP2060.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP2060.degrees latitude (g = 980.6199 gals.).
 PP2060
 PP2060.The modeled gravity was interpolated from observed gravity values.
 PP2060
 PP2060;                    North         East    Units  Estimated Accuracy
 PP2060;SPC MN S     -   226,911.5     803,261.3     MT  (+/- 3 meters HH1 GPS) 
 PP2060
 PP2060_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVJ2327788113(NAD 83)
 PP2060
 PP2060                          SUPERSEDED SURVEY CONTROL
 PP2060
 PP2060  NAVD 88 (06/15/91)  306.200  (m)         1004.59   (f) SUPERSEDED  2 1
 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
 PP2060.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PP2060.See file dsdata.pdf to determine how the superseded data were derived.
 PP2060
 PP2060_MARKER: DV = VERTICAL CONTROL DISK
 PP2060_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 PP2060_STAMPING: 0704 Q 1 1976
 PP2060_MARK LOGO: MNHD
 PP2060_PROJECTION: RECESSED 3 CENTIMETERS
 PP2060_MAGNETIC: I = MARKER IS A STEEL ROD
 PP2060_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PP2060_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 PP2060+SATELLITE: SATELLITE OBSERVATIONS - August 15, 2022
 PP2060_ROD/PIPE-DEPTH: 9.75 meters
 PP2060
 PP2060  HISTORY     - Date     Condition        Report By
 PP2060  HISTORY     - 1976     MONUMENTED       MNHD
 PP2060  HISTORY     - 1979     GOOD             MNDT
 PP2060  HISTORY     - 19991013 GOOD             MNDT
 PP2060  HISTORY     - 20040623 GOOD             MNDT
 PP2060  HISTORY     - 20160421 GOOD             MNDT
 PP2060  HISTORY     - 20190618 GOOD             MNDT
 PP2060  HISTORY     - 20220815 GOOD             MNDT
 PP2060
 PP2060                          STATION DESCRIPTION
 PP2060
 PP2060'DESCRIBED BY MN DEPT OF TRANSP 1979
 PP2060'THE MARK IS LOCATED 1.95 MILES SOUTH ALONG TRUNK HIGHWAY 22 FROM THE
 PP2060'JUNCTION OF TRUNK HIGHWAY 14 AND TRUNK HIGHWAY 60 ON THE EAST SIDE OF
 PP2060'MANKATO, AT TRUNK HIGHWAY 22 MILEPOINT 50.4. IT IS 71.0 FT. EAST OF
 PP2060'AND 7 FT. LOWER THAN THE CENTERLINE OF TRUNK HIGHWAY 22, 177 FT. NORTH
 PP2060'OF A T ROAD EAST THAT TURNS NORTH, AND 14.6 FT. SOUTH SOUTHEAST OF A
 PP2060'SIX INCH BOX ELDER TREE. IT IS 0.7 FT. WEST OF A STEEL WITNESS POST.
 PP2060
 PP2060                          STATION RECOVERY (1999)
 PP2060
 PP2060'RECOVERY NOTE BY MN DEPT OF TRANSP 1999 (DJS)
 PP2060'THE MARK WAS RECOVERED ON EAST SIDE OF MANKATO.  0.30 MI (0.48 KM)
 PP2060'NORTH ALONG CO RD 82 FROM THE JCT OF TH 22, 71 FT (21.6 M) EAST OF CO
 PP2060'RD 82, 177 FT (53.9 M) NORTH OF T-RD EAST THAT TURNS NORTH, 14.6 FT
 PP2060'(4.5 M) SSE OF 14 INCH BOXELDER TREE, 0.7 FT (21.3 CM) WEST OF WIT
 PP2060'POST, FLUSH, MAGNETIC.
 PP2060
 PP2060                          STATION RECOVERY (2004)
 PP2060
 PP2060'RECOVERY NOTE BY MN DEPT OF TRANSP 2004 (WAS)
 PP2060'THE STATION IS LOCATED ABOUT 8.4 MI (13.5 KM) WEST-SOUTHWEST OF
 PP2060'MADISON LAKE, 6.5 MI (10.5 KM) NORTHWEST OF SAINT CLAIR AND 2.5 MI
 PP2060'(4.0 KM) SOUTHEAST OF MANKATO.
 PP2060'
 PP2060'TO REACH THE MARK GO 1.95 MI (3.1 KM) SOUTH FROM MANKATO, 1.95 MI (3.1
 PP2060'KM) SOUTH ALONG TRUNK HIGHWAY 22 FROM THE JUNCTION OF TRUNK HIGHWAY 14
 PP2060'AND TRUNK HIGHWAY 60 ON THE EAST SIDE OF MANKATO, AT TRUNK HIGHWAY 22
 PP2060'MILE POINT 50.4, 0.30 MI (0.5 KM) NORTH ALONG COUNTY ROAD 82 FROM THE
 PP2060'JUNCTION OF TRUNK HIGHWAY 22 AND COUNTY ROAD 82, 71 FT (21.6 M) EAST
 PP2060'OF COUNTY ROAD 82, 177 FT (53.9 M) NORTH OF FOLEY ROAD, 14.6 FT (4.5
 PP2060'M) SOUTH-SOUTHEAST OF 14 INCH (36 CM) BOX ELDER TREE, 0.7 FT (21 CM)
 PP2060'WEST OF A WITNESS POST
 PP2060
 PP2060                          STATION RECOVERY (2016)
 PP2060
 PP2060'RECOVERY NOTE BY MN DEPT OF TRANSP 2016 (KMS)
 PP2060'RECOVERED AS DESCRIBED.
 PP2060
 PP2060                          STATION RECOVERY (2019)
 PP2060
 PP2060'RECOVERY NOTE BY MN DEPT OF TRANSP 2019 (TJD)
 PP2060'1.95 MI (3.14 KM) SOUTH OF MANKATO, 0.5 MI (0.8 KM) WEST ALONG COUNTY
 PP2060'ROAD 60 (STADIUM ROAD) FROM THE JUNCTION OF COUNTY ROAD 60 (STADIUM
 PP2060'ROAD)/TRUNK HIGHWAY 22 AND TRUNK HIGHWAY 83 IN MANKATO, THEN 0.45 MI
 PP2060'(0.72 KM) SOUTHEAST ON VICTORY DRIVE, 177.0 FT (53.9 M) NORTH OF FOLEY
 PP2060'ROAD, 71.0 FT (21.6 M) EAST OF VICTORY DRIVE, 0.7 FT (21 CM) WEST OF A
 PP2060'WITNESS POST.
 PP2060
 PP2060                          STATION RECOVERY (2022)
 PP2060
 PP2060'RECOVERY NOTE BY MN DEPT OF TRANSP 2022 (KMS)
 PP2060'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DQ5390 ***********************************************************************
 DQ5390  DESIGNATION -  0704 Q 3
 DQ5390  PID         -  DQ5390
 DQ5390  STATE/COUNTY-  MN/BLUE EARTH
 DQ5390  COUNTRY     -  US
 DQ5390  USGS QUAD   -  MANKATO EAST (2019)
 DQ5390
 DQ5390                         *CURRENT SURVEY CONTROL
 DQ5390  ______________________________________________________________________
 DQ5390* NAD 83(1986) POSITION- 44 08 41.81   (N) 093 58 59.68   (W)   HD_HELD1
 DQ5390* NAVD 88 ORTHO HEIGHT -   305.062 (meters)     1000.86  (feet) ADJUSTED
 DQ5390  ______________________________________________________________________
 DQ5390  GEOID HEIGHT    -        -28.368 (meters)                     GEOID18
 DQ5390  DYNAMIC HEIGHT  -        305.015 (meters)     1000.70  (feet) COMP
 DQ5390  MODELED GRAVITY -    980,453.6   (mgal)                       NAVD 88
 DQ5390
 DQ5390  VERT ORDER      -  SECOND    CLASS I
 DQ5390
 DQ5390.The horizontal coordinates were determined by differentially corrected
 DQ5390.hand held GPS observations or other comparable positioning techniques
 DQ5390.and have an estimated accuracy of +/- 3 meters.
 DQ5390
 DQ5390.The orthometric height was determined by differential leveling and
 DQ5390.adjusted by the NATIONAL GEODETIC SURVEY
 DQ5390.in May 2019.
 DQ5390
 DQ5390.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ5390.GEOID18 height accuracy estimate available here.
 DQ5390
 DQ5390.Click photographs - Photos may exist for this station.
 DQ5390
 DQ5390.The dynamic height is computed by dividing the NAVD 88
 DQ5390.geopotential number by the normal gravity value computed on the
 DQ5390.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ5390.degrees latitude (g = 980.6199 gals.).
 DQ5390
 DQ5390.The modeled gravity was interpolated from observed gravity values.
 DQ5390
 DQ5390;                    North         East    Units  Estimated Accuracy
 DQ5390;SPC MN S     -   227,217.0     801,340.5     MT  (+/- 3 meters HH1 GPS) 
 DQ5390
 DQ5390_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVJ2136188441(NAD 83)
 DQ5390
 DQ5390                          SUPERSEDED SURVEY CONTROL
 DQ5390
 DQ5390.No superseded survey control is available for this station.
 DQ5390
 DQ5390_MARKER: I = METAL ROD
 DQ5390_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DQ5390_STAMPING: 0704 Q 3 2016
 DQ5390_MARK LOGO: MNDT
 DQ5390_PROJECTION: RECESSED 3 CENTIMETERS
 DQ5390_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DQ5390_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ5390_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ5390+SATELLITE: SATELLITE OBSERVATIONS - August 16, 2022
 DQ5390_ROD/PIPE-DEPTH: 10.4 meters
 DQ5390
 DQ5390  HISTORY     - Date     Condition        Report By
 DQ5390  HISTORY     - 20160518 MONUMENTED       MNDT
 DQ5390  HISTORY     - 20220816 GOOD             MNDT
 DQ5390
 DQ5390                          STATION DESCRIPTION
 DQ5390
 DQ5390'DESCRIBED BY MN DEPT OF TRANSP 2016
 DQ5390'THE MARK IS LOCATED ABOUT IN MANKATO.
 DQ5390'
 DQ5390'TO REACH THE MARK GO 1.55 MI (2.49 KM) WEST ALONG STADIUM ROAD FROM
 DQ5390'THE JUNCTION OF STADIUM ROAD AND TRUNK HIGHWAY 22 AND TRUNK HIGHWAY 83
 DQ5390'IN MANKATO.
 DQ5390'
 DQ5390'THE MARK IS LOCATED 20.2 FT (6.2 M) SOUTH OF EAST BOUND STADIUM ROAD,
 DQ5390'9.5 FT (2.9 M) NORTH OF SIDEWALK, 1.5 FT (0.5 M) NORTH OF A WITNESS
 DQ5390'POST.
 DQ5390'
 DQ5390'NOTE-THE STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM ROD
 DQ5390'DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION REMOVABLE DISK
 DQ5390'SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH PVC
 DQ5390'PIPE BACK FILLED WITH WASHED SAND.
 DQ5390
 DQ5390                          STATION RECOVERY (2022)
 DQ5390
 DQ5390'RECOVERY NOTE BY MN DEPT OF TRANSP 2022 (KMS)
 DQ5390'IN MANKATO, 1.55 MI (2.49 KM) WEST ALONG STADIUM ROAD FROM THE
 DQ5390'JUNCTION OF STADIUM ROAD AND TRUNK HIGHWAY 22 AND TRUNK HIGHWAY 83 IN
 DQ5390'MANKATO, 20.2 FT (6.2 M) SOUTH OF EAST BOUND STADIUM ROAD, 9.5 FT (2.9
 DQ5390'M) NORTH OF A SIDEWALK, 1.5 FT (0.5 M) NORTH OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DQ5389 ***********************************************************************
 DQ5389  DESIGNATION -  0704 Q 4
 DQ5389  PID         -  DQ5389
 DQ5389  STATE/COUNTY-  MN/BLUE EARTH
 DQ5389  COUNTRY     -  US
 DQ5389  USGS QUAD   -  MANKATO WEST (2019)
 DQ5389
 DQ5389                         *CURRENT SURVEY CONTROL
 DQ5389  ______________________________________________________________________
 DQ5389* NAD 83(1986) POSITION- 44 08 39.87   (N) 094 00 31.19   (W)   HD_HELD1
 DQ5389* NAVD 88 ORTHO HEIGHT -   242.145 (meters)      794.44  (feet) ADJUSTED
 DQ5389  ______________________________________________________________________
 DQ5389  GEOID HEIGHT    -        -28.322 (meters)                     GEOID18
 DQ5389  DYNAMIC HEIGHT  -        242.109 (meters)      794.32  (feet) COMP
 DQ5389  MODELED GRAVITY -    980,462.1   (mgal)                       NAVD 88
 DQ5389
 DQ5389  VERT ORDER      -  SECOND    CLASS I
 DQ5389
 DQ5389.The horizontal coordinates were determined by differentially corrected
 DQ5389.hand held GPS observations or other comparable positioning techniques
 DQ5389.and have an estimated accuracy of +/- 3 meters.
 DQ5389
 DQ5389.The orthometric height was determined by differential leveling and
 DQ5389.adjusted by the NATIONAL GEODETIC SURVEY
 DQ5389.in May 2019.
 DQ5389
 DQ5389.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ5389.GEOID18 height accuracy estimate available here.
 DQ5389
 DQ5389.Click photographs - Photos may exist for this station.
 DQ5389
 DQ5389.The dynamic height is computed by dividing the NAVD 88
 DQ5389.geopotential number by the normal gravity value computed on the
 DQ5389.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ5389.degrees latitude (g = 980.6199 gals.).
 DQ5389
 DQ5389.The modeled gravity was interpolated from observed gravity values.
 DQ5389
 DQ5389;                    North         East    Units  Estimated Accuracy
 DQ5389;SPC MN S     -   227,157.0     799,306.8     MT  (+/- 3 meters HH1 GPS) 
 DQ5389
 DQ5389_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVJ1932788406(NAD 83)
 DQ5389
 DQ5389                          SUPERSEDED SURVEY CONTROL
 DQ5389
 DQ5389.No superseded survey control is available for this station.
 DQ5389
 DQ5389_MARKER: I = METAL ROD
 DQ5389_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DQ5389_STAMPING: 0704 Q 4 2016
 DQ5389_MARK LOGO: MNDT
 DQ5389_PROJECTION: RECESSED 5 CENTIMETERS
 DQ5389_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DQ5389_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ5389_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ5389+SATELLITE: SATELLITE OBSERVATIONS - August 15, 2022
 DQ5389_ROD/PIPE-DEPTH: 18.6 meters
 DQ5389
 DQ5389  HISTORY     - Date     Condition        Report By
 DQ5389  HISTORY     - 20160518 MONUMENTED       MNDT
 DQ5389  HISTORY     - 20210421 GOOD             MNDT
 DQ5389  HISTORY     - 20220815 GOOD             MNDT
 DQ5389
 DQ5389                          STATION DESCRIPTION
 DQ5389
 DQ5389'DESCRIBED BY MN DEPT OF TRANSP 2016
 DQ5389'THE MARK IS LOCATED ABOUT IN MANKATO.
 DQ5389'
 DQ5389'TO REACH THE MARK GO 0.25 MI (0.40 KM) EAST ALONG RIVERFRONT DRIVE
 DQ5389'FROM THE JUNCTION OF RIVERFRONT DRIVE AND TRUNK HIGHWAY 169/60 IN
 DQ5389'MANKATO, THEN 1.3 MI (2.1 KM) SOUTH ON STOLTZMAN ROAD.
 DQ5389'
 DQ5389'THE MARK IS LOCATED 17.4 FT (5.3 M) EAST OF STOLTZMAN ROAD FOG LINE,
 DQ5389'63.1 FT (19.2 M) NORTH OF STADIUM ROAD, 24.6 FT (7.5 M) WEST OF
 DQ5389'FRONTAGE ROAD, 1.5 FT (0.5 M) WEST OF A WITNESS POST.
 DQ5389'
 DQ5389'NOTE-THE STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM ROD
 DQ5389'DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION REMOVABLE DISK
 DQ5389'SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH PVC
 DQ5389'PIPE BACK FILLED WITH WASHED SAND.
 DQ5389
 DQ5389                          STATION RECOVERY (2021)
 DQ5389
 DQ5389'RECOVERY NOTE BY MN DEPT OF TRANSP 2021 (KMS)
 DQ5389'RECOVERED IN GOOD CONDITION.
 DQ5389
 DQ5389                          STATION RECOVERY (2022)
 DQ5389
 DQ5389'RECOVERY NOTE BY MN DEPT OF TRANSP 2022 (KMS)
 DQ5389'IN MANKATO, 0.25 MI (0.40 KM) EAST ALONG RIVERFRONT DRIVE FROM THE
 DQ5389'JUNCTION OF RIVERFRONT DRIVE AND TRUNK HIGHWAY 169/60 IN MANKATO, THEN
 DQ5389'1.3 MI (2.1 KM) SOUTH ON STOLTZMAN ROAD, 17.4 FT (5.3 M) EAST OF
 DQ5389'STOLTZMAN ROAD FOG LINE, 63.1 FT (19.2 M) NORTH OF STADIUM ROAD, 24.6
 DQ5389'FT (7.5 M) WEST OF A FRONTAGE ROAD, 1.5 FT (0.5 M) WEST OF A WITNESS
 DQ5389'POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DQ5393 ***********************************************************************
 DQ5393  DESIGNATION -  0704 T RESET
 DQ5393  PID         -  DQ5393
 DQ5393  STATE/COUNTY-  MN/BLUE EARTH
 DQ5393  COUNTRY     -  US
 DQ5393  USGS QUAD   -  MANKATO EAST (2019)
 DQ5393
 DQ5393                         *CURRENT SURVEY CONTROL
 DQ5393  ______________________________________________________________________
 DQ5393* NAD 83(2011) POSITION- 44 08 06.16866(N) 093 57 31.85751(W)   ADJUSTED
 DQ5393* NAD 83(2011) ELLIP HT-   277.466 (meters)        (01/24/25)   ADJUSTED
 DQ5393* NAD 83(2011) EPOCH   -  2010.00
 DQ5393* NAVD 88 ORTHO HEIGHT -   305.891 (meters)     1003.58  (feet) ADJUSTED
 DQ5393  ______________________________________________________________________
 DQ5393  GEOID HEIGHT    -        -28.426 (meters)                     GEOID18
 DQ5393  NAD 83(2011) X  -   -316,564.860 (meters)                     COMP
 DQ5393  NAD 83(2011) Y  - -4,574,298.190 (meters)                     COMP
 DQ5393  NAD 83(2011) Z  -  4,419,066.611 (meters)                     COMP
 DQ5393  LAPLACE CORR    -         -5.47  (seconds)                    DEFLEC18
 DQ5393  DYNAMIC HEIGHT  -        305.841 (meters)     1003.41  (feet) COMP
 DQ5393  MODELED GRAVITY -    980,447.0   (mgal)                       NAVD 88
 DQ5393
 DQ5393  VERT ORDER      -  SECOND    CLASS I
 DQ5393
 DQ5393  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DQ5393  Standards:
 DQ5393         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DQ5393            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DQ5393  -------------------------------------------------------------------
 DQ5393  NETWORK    0.31   0.96           0.14   0.11   0.49     -0.02707823
 DQ5393  -------------------------------------------------------------------
 DQ5393  Click here for local accuracies and other accuracy information.
 DQ5393
 DQ5393.The horizontal coordinates were established by GPS observations
 DQ5393.and adjusted by the MN DEPT OF TRANSP in January 2025.
 DQ5393
 DQ5393.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DQ5393.been affixed to the stable North American tectonic plate. See 
 DQ5393.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DQ5393
 DQ5393.The horizontal coordinates are valid at the epoch date displayed above
 DQ5393.which is a decimal equivalence of Year/Month/Day.
 DQ5393
 DQ5393.The orthometric height was determined by differential leveling and
 DQ5393.adjusted by the NATIONAL GEODETIC SURVEY
 DQ5393.in May 2019.
 DQ5393
 DQ5393.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ5393.GEOID18 height accuracy estimate available here.
 DQ5393
 DQ5393.Click photographs - Photos may exist for this station.
 DQ5393
 DQ5393.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DQ5393
 DQ5393.The Laplace correction was computed from DEFLEC18 derived deflections.
 DQ5393
 DQ5393.The ellipsoidal height was determined by GPS observations
 DQ5393.and is referenced to NAD 83.
 DQ5393
 DQ5393.The dynamic height is computed by dividing the NAVD 88
 DQ5393.geopotential number by the normal gravity value computed on the
 DQ5393.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ5393.degrees latitude (g = 980.6199 gals.).
 DQ5393
 DQ5393.The modeled gravity was interpolated from observed gravity values.
 DQ5393
 DQ5393. The following values were computed from the NAD 83(2011) position.
 DQ5393
 DQ5393;                    North         East     Units Scale Factor Converg.
 DQ5393;SPC MN S     -   226,117.651   803,292.855   MT  0.99994238   +0 01 43.8
 DQ5393;SPC MN S     -   741,854.33  2,635,469.98   sFT  0.99994238   +0 01 43.8
 DQ5393;UTM  15      - 4,887,319.310   423,299.580   MT  0.99967235   -0 40 03.8
 DQ5393
 DQ5393!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DQ5393!SPC MN S     -   0.99995649  x   0.99994238  =   0.99989888
 DQ5393!UTM  15      -   0.99995649  x   0.99967235  =   0.99962886
 DQ5393
 DQ5393_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVJ2329987319(NAD 83)
 DQ5393
 DQ5393                          SUPERSEDED SURVEY CONTROL
 DQ5393
 DQ5393.No superseded survey control is available for this station.
 DQ5393
 DQ5393_MARKER: I = METAL ROD
 DQ5393_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DQ5393_STAMPING: 0704 T RESET 2016
 DQ5393_MARK LOGO: MNDT
 DQ5393_PROJECTION: RECESSED 20 CENTIMETERS
 DQ5393_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DQ5393_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ5393_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ5393+SATELLITE: SATELLITE OBSERVATIONS - May 28, 2024
 DQ5393_ROD/PIPE-DEPTH: 9.1 meters
 DQ5393
 DQ5393  HISTORY     - Date     Condition        Report By
 DQ5393  HISTORY     - 20160425 MONUMENTED       MNDT
 DQ5393  HISTORY     - 20190618 GOOD             MNDT
 DQ5393  HISTORY     - 20220825 GOOD             MNDT
 DQ5393  HISTORY     - 20240528 GOOD             MNDT
 DQ5393
 DQ5393                          STATION DESCRIPTION
 DQ5393
 DQ5393'DESCRIBED BY MN DEPT OF TRANSP 2016
 DQ5393'THE MARK IS LOCATED ABOUT 3.0 MI (4.8 KM) SOUTHEAST OF MANKATO.
 DQ5393'
 DQ5393'TO REACH THE MARK GO 0.85 MI (1.37 KM) SOUTH ALONG TRUNK HIGHWAY 22
 DQ5393'FROM THE JUNCTION OF TRUNK HIGHWAY 22 AND TRUNK HIGHWAY 83 IN MANKATO,
 DQ5393'AT TRUNK HIGHWAY 22 MILE POINT 49.7.
 DQ5393'
 DQ5393'THE MARK IS LOCATED 58.0 FT (17.7 M) WEST OF SOUTHBOUND TRUNK HIGHWAY
 DQ5393'22, 2.9 FT (0.9 M) SOUTH OF A WITNESS POST.
 DQ5393'
 DQ5393'NOTE-THE STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM ROD
 DQ5393'DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION REMOVABLE DISK
 DQ5393'SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH PVC
 DQ5393'PIPE BACK FILLED WITH WASHED SAND.
 DQ5393
 DQ5393                          STATION RECOVERY (2019)
 DQ5393
 DQ5393'RECOVERY NOTE BY MN DEPT OF TRANSP 2019 (TJD)
 DQ5393'RECOVERED IN GOOD CONDITION.
 DQ5393
 DQ5393                          STATION RECOVERY (2022)
 DQ5393
 DQ5393'RECOVERY NOTE BY MN DEPT OF TRANSP 2022 (KMS)
 DQ5393'3.0 MI (4.8 KM) SOUTHEAST OF MANKATO, 0.85 MI (1.37 KM) SOUTH ALONG
 DQ5393'TRUNK HIGHWAY 22 FROM THE JUNCTION OF TRUNK HIGHWAY 22 AND TRUNK
 DQ5393'HIGHWAY 83 IN MANKATO, AT TRUNK HIGHWAY 22 MILE POINT 49.7, 58.0 FT
 DQ5393'(17.7 M) WEST OF SOUTHBOUND TRUNK HIGHWAY 22, 2.9 FT (0.9 M) SOUTH OF
 DQ5393'A WITNESS POST.
 DQ5393
 DQ5393                          STATION RECOVERY (2024)
 DQ5393
 DQ5393'RECOVERY NOTE BY MN DEPT OF TRANSP 2024 (LXG)
 DQ5393'THE MARK IS LOCATED ABOUT IN 3.0 MI (4.8 KM) SOUTHEAST OF MANKATO,
 DQ5393'0.85 MI (1.37 KM) SOUTH ALONG TRUNK HIGHWAY 22 FROM THE JUNCTION OF
 DQ5393'TRUNK HIGHWAY 22 AND TRUNK HIGHWAY 83 IN MANKATO, AT TRUNK HIGHWAY 22
 DQ5393'MILE POINT 49.7, 58.0 FT (17.7 M) WEST OF SOUTHBOUND TRUNK HIGHWAY 22,
 DQ5393'2.9 FT (0.9 M) SOUTH OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DF8261 ***********************************************************************
 DF8261  DESIGNATION -  0704 U
 DF8261  PID         -  DF8261
 DF8261  STATE/COUNTY-  MN/BLUE EARTH
 DF8261  COUNTRY     -  US
 DF8261  USGS QUAD   -  BEAUFORD (2019)
 DF8261
 DF8261                         *CURRENT SURVEY CONTROL
 DF8261  ______________________________________________________________________
 DF8261* NAD 83(1986) POSITION- 44 05 26.76   (N) 093 57 14.77   (W)   HD_HELD1
 DF8261* NAVD 88 ORTHO HEIGHT -   265.341 (meters)      870.54  (feet) ADJUSTED
 DF8261  ______________________________________________________________________
 DF8261  GEOID HEIGHT    -        -28.468 (meters)                     GEOID18
 DF8261  DYNAMIC HEIGHT  -        265.295 (meters)      870.39  (feet) COMP
 DF8261  MODELED GRAVITY -    980,441.9   (mgal)                       NAVD 88
 DF8261
 DF8261  VERT ORDER      -  SECOND    CLASS I
 DF8261
 DF8261.The horizontal coordinates were determined by differentially corrected
 DF8261.hand held GPS observations or other comparable positioning techniques
 DF8261.and have an estimated accuracy of +/- 3 meters.
 DF8261
 DF8261.The orthometric height was determined by differential leveling and
 DF8261.adjusted by the NATIONAL GEODETIC SURVEY
 DF8261.in August 2004.
 DF8261
 DF8261.Significant digits in the geoid height do not necessarily reflect accuracy.
 DF8261.GEOID18 height accuracy estimate available here.
 DF8261
 DF8261.Click photographs - Photos may exist for this station.
 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     -   221,198.0     803,675.4     MT  (+/- 3 meters HH1 GPS) 
 DF8261
 DF8261_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVJ2362282396(NAD 83)
 DF8261
 DF8261                          SUPERSEDED SURVEY CONTROL
 DF8261
 DF8261.No superseded survey control is available for this station.
 DF8261
 DF8261_MARKER: DV = VERTICAL CONTROL 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: MNHD
 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 - August 25, 2022
 DF8261
 DF8261  HISTORY     - Date     Condition        Report By
 DF8261  HISTORY     - 1948     MONUMENTED       MNDT
 DF8261  HISTORY     - 19991201 GOOD             MNDT
 DF8261  HISTORY     - 20220825 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.
 DF8261
 DF8261                          STATION RECOVERY (2022)
 DF8261
 DF8261'RECOVERY NOTE BY MN DEPT OF TRANSP 2022 (KMS)
 DF8261'5.8 MI (9.3 KM) NORTH OF BEAUFORD, 5.8 MI (9.3 KM) NORTH ALONG TRUNK
 DF8261'HIGHWAY 22 FROM THE JUNCTION OF TRUNK HIGHWAY 22 AND COUNTY ROAD 10 IN
 DF8261'BEAUFORD, IN AN ABUTMENT AT THE SOUTHEAST CORNER OF TRUNK HIGHWAY 22
 DF8261'BRIDGE NUMBER 6497 OVER THE LE SUEUR RIVER, AT TRUNK HIGHWAY 22 MILE
 DF8261'POINT 46.65, 20.0 FT (6.1 M) NORTHEAST OF TRUNK HIGHWAY 22.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DS3047 ***********************************************************************
 DS3047  HT_MOD      -  This is a Height Modernization Survey Station.
 DS3047  DESIGNATION -  0704 W
 DS3047  PID         -  DS3047
 DS3047  STATE/COUNTY-  MN/BLUE EARTH
 DS3047  COUNTRY     -  US
 DS3047  USGS QUAD   -  MAPLETON (2019)
 DS3047
 DS3047                         *CURRENT SURVEY CONTROL
 DS3047  ______________________________________________________________________
 DS3047* NAD 83(2011) POSITION- 43 56 00.90445(N) 093 57 24.50452(W)   ADJUSTED
 DS3047* NAD 83(2011) ELLIP HT-   279.099 (meters)        (01/24/25)   ADJUSTED
 DS3047* NAD 83(2011) EPOCH   -  2010.00
 DS3047* NAVD 88 ORTHO HEIGHT -   307.66  (meters)     1009.4   (feet) GPS OBS
 DS3047  ______________________________________________________________________
 DS3047  GEOID HEIGHT    -        -28.565 (meters)                     GEOID18
 DS3047  NAD 83(2011) X  -   -317,475.604 (meters)                     COMP
 DS3047  NAD 83(2011) Y  - -4,589,833.836 (meters)                     COMP
 DS3047  NAD 83(2011) Z  -  4,402,973.902 (meters)                     COMP
 DS3047  LAPLACE CORR    -         -6.18  (seconds)                    DEFLEC18
 DS3047
 DS3047  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DS3047  Standards:
 DS3047         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DS3047            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DS3047  -------------------------------------------------------------------
 DS3047  NETWORK    0.53   1.63           0.24   0.19   0.83     -0.04980073
 DS3047  -------------------------------------------------------------------
 DS3047  Click here for local accuracies and other accuracy information.
 DS3047
 DS3047.The horizontal coordinates were established by GPS observations
 DS3047.and adjusted by the MN DEPT OF TRANSP in January 2025.
 DS3047
 DS3047.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DS3047.been affixed to the stable North American tectonic plate. See 
 DS3047.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DS3047
 DS3047.The horizontal coordinates are valid at the epoch date displayed above
 DS3047.which is a decimal equivalence of Year/Month/Day.
 DS3047
 DS3047.The orthometric height was determined by GPS observations and a
 DS3047.high-resolution geoid model using precise GPS observation and
 DS3047.processing techniques.
 DS3047
 DS3047.Significant digits in the geoid height do not necessarily reflect accuracy.
 DS3047.GEOID18 height accuracy estimate available here.
 DS3047
 DS3047.Click photographs - Photos may exist for this station.
 DS3047
 DS3047.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DS3047
 DS3047.The Laplace correction was computed from DEFLEC18 derived deflections.
 DS3047
 DS3047.The ellipsoidal height was determined by GPS observations
 DS3047.and is referenced to NAD 83.
 DS3047
 DS3047. The following values were computed from the NAD 83(2011) position.
 DS3047
 DS3047;                    North         East     Units Scale Factor Converg.
 DS3047;SPC MN S     -   203,733.672   803,468.122   MT  0.99997083   +0 01 49.0
 DS3047;SPC MN S     -   668,416.22  2,636,045.00   sFT  0.99997083   +0 01 49.0
 DS3047;UTM  15      - 4,864,941.191   423,203.206   MT  0.99967254   -0 39 50.0
 DS3047
 DS3047!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DS3047!SPC MN S     -   0.99995624  x   0.99997083  =   0.99992707
 DS3047!UTM  15      -   0.99995624  x   0.99967254  =   0.99962879
 DS3047
 DS3047_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVJ2320364941(NAD 83)
 DS3047
 DS3047                          SUPERSEDED SURVEY CONTROL
 DS3047
 DS3047.No superseded survey control is available for this station.
 DS3047
 DS3047_MARKER: I = METAL ROD
 DS3047_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DS3047_STAMPING: 0704 W 2022
 DS3047_MARK LOGO: MNDT
 DS3047_PROJECTION: RECESSED 5 CENTIMETERS
 DS3047_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DS3047_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DS3047_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DS3047+SATELLITE: SATELLITE OBSERVATIONS - May 07, 2024
 DS3047_ROD/PIPE-DEPTH: 13.4 meters
 DS3047
 DS3047  HISTORY     - Date     Condition        Report By
 DS3047  HISTORY     - 20221010 MONUMENTED       MNDT
 DS3047  HISTORY     - 20240507 GOOD             MNDT
 DS3047
 DS3047                          STATION DESCRIPTION
 DS3047
 DS3047'DESCRIBED BY MN DEPT OF TRANSP 2022
 DS3047'THE MARK IS LOCATED ABOUT 6.3 MI (10.1 KM) EAST-NORTHEAST OF STERLING
 DS3047'CENTER, 5.1 MI (8.2 KM) SOUTH OF BEAUFORD AND IN THE TOWN OF MAPLETON,
 DS3047'MN.
 DS3047'
 DS3047'THE MARK WAS LOCATED ABOUT IN MAPLETON, 0.6 MI (1.0 KM) NORTHWEST
 DS3047'ALONG TRUNK HIGHWAY 22 FROM THE JUNCTION OF TRUNK HIGHWAY 22 AND TRUNK
 DS3047'HIGHWAY 30 IN MAPLETON, AT TRUNK HIGHWAY 22 MILE POINT 35.70.
 DS3047'
 DS3047'IT IS 56.0 FT (17.1 M) NORTHEAST OF TRUNK HIGHWAY 22, 40.0 FT (12.2 M)
 DS3047'SOUTHEAST OF A FIELD ENTRANCE AND 1.5 FT (0.5 M) SOUTHWEST OF A
 DS3047'WITNESS POST.
 DS3047'
 DS3047'NOTE-THE STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM ROD
 DS3047'DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION REMOVABLE DISK
 DS3047'SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH PVC
 DS3047'PIPE BACK FILLED WITH WASHED SAND.
 DS3047
 DS3047                          STATION RECOVERY (2024)
 DS3047
 DS3047'RECOVERY NOTE BY MN DEPT OF TRANSP 2024 (MPP)
 DS3047'THE MARK IS LOCATED ABOUT IN IN MAPLETON, 0.6 MI (1.0 KM) NORTHWEST
 DS3047'ALONG TRUNK HIGHWAY 22 FROM THE JUNCTION OF TRUNK HIGHWAY 22 AND TRUNK
 DS3047'HIGHWAY 30 IN MAPLETON, AT TRUNK HIGHWAY 22 MILE POINT 35.70, 56.0 FT
 DS3047'(17.1 M) NORTHEAST OF TRUNK HIGHWAY 22, 40.0 FT (12.2 M) SOUTHEAST OF
 DS3047'A FIELD ENTRANCE, 1.5 FT (0.5 M) SOUTHWEST OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DS3045 ***********************************************************************
 DS3045  HT_MOD      -  This is a Height Modernization Survey Station.
 DS3045  DESIGNATION -  0704 X
 DS3045  PID         -  DS3045
 DS3045  STATE/COUNTY-  MN/BLUE EARTH
 DS3045  COUNTRY     -  US
 DS3045  USGS QUAD   -  BEAUFORD (2019)
 DS3045
 DS3045                         *CURRENT SURVEY CONTROL
 DS3045  ______________________________________________________________________
 DS3045* NAD 83(2011) POSITION- 44 01 19.27008(N) 093 57 30.08311(W)   ADJUSTED
 DS3045* NAD 83(2011) ELLIP HT-   277.930 (meters)        (01/24/25)   ADJUSTED
 DS3045* NAD 83(2011) EPOCH   -  2010.00
 DS3045* NAVD 88 ORTHO HEIGHT -   306.42  (meters)     1005.3   (feet) GPS OBS
 DS3045  ______________________________________________________________________
 DS3045  GEOID HEIGHT    -        -28.498 (meters)                     GEOID18
 DS3045  NAD 83(2011) X  -   -317,128.653 (meters)                     COMP
 DS3045  NAD 83(2011) Y  - -4,583,017.302 (meters)                     COMP
 DS3045  NAD 83(2011) Z  -  4,410,044.392 (meters)                     COMP
 DS3045  LAPLACE CORR    -         -5.65  (seconds)                    DEFLEC18
 DS3045
 DS3045  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DS3045  Standards:
 DS3045         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DS3045            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DS3045  -------------------------------------------------------------------
 DS3045  NETWORK    0.53   1.67           0.24   0.19   0.85     -0.05386597
 DS3045  -------------------------------------------------------------------
 DS3045  Click here for local accuracies and other accuracy information.
 DS3045
 DS3045.The horizontal coordinates were established by GPS observations
 DS3045.and adjusted by the MN DEPT OF TRANSP in January 2025.
 DS3045
 DS3045.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DS3045.been affixed to the stable North American tectonic plate. See 
 DS3045.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DS3045
 DS3045.The horizontal coordinates are valid at the epoch date displayed above
 DS3045.which is a decimal equivalence of Year/Month/Day.
 DS3045
 DS3045.The orthometric height was determined by GPS observations and a
 DS3045.high-resolution geoid model using precise GPS observation and
 DS3045.processing techniques.
 DS3045
 DS3045.Significant digits in the geoid height do not necessarily reflect accuracy.
 DS3045.GEOID18 height accuracy estimate available here.
 DS3045
 DS3045.Click photographs - Photos may exist for this station.
 DS3045
 DS3045.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DS3045
 DS3045.The Laplace correction was computed from DEFLEC18 derived deflections.
 DS3045
 DS3045.The ellipsoidal height was determined by GPS observations
 DS3045.and is referenced to NAD 83.
 DS3045
 DS3045. The following values were computed from the NAD 83(2011) position.
 DS3045
 DS3045;                    North         East     Units Scale Factor Converg.
 DS3045;SPC MN S     -   213,559.410   803,338.693   MT  0.99995684   +0 01 45.1
 DS3045;SPC MN S     -   700,652.83  2,635,620.36   sFT  0.99995684   +0 01 45.1
 DS3045;UTM  15      - 4,874,764.916   423,192.920   MT  0.99967256   -0 39 57.7
 DS3045
 DS3045!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DS3045!SPC MN S     -   0.99995642  x   0.99995684  =   0.99991326
 DS3045!UTM  15      -   0.99995642  x   0.99967256  =   0.99962900
 DS3045
 DS3045_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVJ2319274764(NAD 83)
 DS3045
 DS3045                          SUPERSEDED SURVEY CONTROL
 DS3045
 DS3045.No superseded survey control is available for this station.
 DS3045
 DS3045_MARKER: I = METAL ROD
 DS3045_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DS3045_STAMPING: 0704 X 2022
 DS3045_MARK LOGO: MNDT
 DS3045_PROJECTION: RECESSED 5 CENTIMETERS
 DS3045_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DS3045_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DS3045_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DS3045+SATELLITE: SATELLITE OBSERVATIONS - May 07, 2024
 DS3045_ROD/PIPE-DEPTH: 11.3 meters
 DS3045
 DS3045  HISTORY     - Date     Condition        Report By
 DS3045  HISTORY     - 20221011 MONUMENTED       MNDT
 DS3045  HISTORY     - 20240507 GOOD             MNDT
 DS3045
 DS3045                          STATION DESCRIPTION
 DS3045
 DS3045'DESCRIBED BY MN DEPT OF TRANSP 2022
 DS3045'THE MARK IS LOCATED ABOUT 6.4 MI (10.3 KM) NORTH OF MAPLETON, 5.5 MI
 DS3045'(8.8 KM) EAST-NORTHEAST OF GOOD THUNDER AND 1.0 MI (1.6 KM) NORTH OF
 DS3045'BEAUFORD.
 DS3045'
 DS3045'THE MARK WAS LOCATED ABOUT 1.0 MI (1.6 KM) NORTH OF BEAUFORD, 1.0 MI
 DS3045'(1.6 KM) NORTH ALONG TRUNK HIGHWAY 22 FROM THE JUNCTION OF TRUNK
 DS3045'HIGHWAY 22 AND COUNTY ROAD 10 IN BEAUFORD, AT TRUNK HIGHWAY 22 MILE
 DS3045'POINT 41.85.
 DS3045'
 DS3045'IT IS 50.8 FT (15.5 M) EAST OF TRUNK HIGHWAY 22, 12.0 FT (3.7 M) NORTH
 DS3045'OF 164TH STREET EXTENDED, 2.0 FT (0.6 M) SOUTHWEST OF A RIGHT-OF-WAY
 DS3045'POST, 17.0 FT (5.2 M) SOUTH-SOUTHEAST OF A POWER POLE WITH 2 GUY WIRES
 DS3045'AND 2.0 FT (0.6 M) WEST-SOUTHWEST OF A RIGHT-OF-WAY POST.
 DS3045'
 DS3045'NOTE-THE STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM ROD
 DS3045'DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION REMOVABLE DISK
 DS3045'SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH PVC
 DS3045'PIPE BACK FILLED WITH WASHED SAND.
 DS3045
 DS3045                          STATION RECOVERY (2024)
 DS3045
 DS3045'RECOVERY NOTE BY MN DEPT OF TRANSP 2024 (BXB)
 DS3045'THE MARK IS LOCATED ABOUT IN 1.0 MI (1.6 KM) NORTH OF BEAUFORD, 1.0 MI
 DS3045'(1.6 KM) NORTH ALONG TRUNK HIGHWAY 22 FROM THE JUNCTION OF TRUNK
 DS3045'HIGHWAY 22 AND COUNTY ROAD 10 IN BEAUFORD, AT TRUNK HIGHWAY 22 MILE
 DS3045'POINT 41.85, 50.8 FT (15.5 M) EAST OF TRUNK HIGHWAY 22, 12.0 FT (3.7
 DS3045'M) NORTH OF 164TH STREET EXTENDED, 2.0 FT (0.6 M) SOUTHWEST OF A
 DS3045'RIGHT-OF-WAY POST, 17.0 FT (5.2 M) SOUTH-SOUTHEAST OF A POWER POLE
 DS3045'WITH 2 GUY WIRES, 2.0 FT (0.6 M) WEST-SOUTHWEST OF A RIGHT-OF-WAY
 DS3045'POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DS3040 ***********************************************************************
 DS3040  HT_MOD      -  This is a Height Modernization Survey Station.
 DS3040  DESIGNATION -  0704 Y
 DS3040  PID         -  DS3040
 DS3040  STATE/COUNTY-  MN/BLUE EARTH
 DS3040  COUNTRY     -  US
 DS3040  USGS QUAD   -  BEAUFORD (2019)
 DS3040
 DS3040                         *CURRENT SURVEY CONTROL
 DS3040  ______________________________________________________________________
 DS3040* NAD 83(2011) POSITION- 44 05 57.43731(N) 093 57 27.27852(W)   ADJUSTED
 DS3040* NAD 83(2011) ELLIP HT-   273.165 (meters)        (01/24/25)   ADJUSTED
 DS3040* NAD 83(2011) EPOCH   -  2010.00
 DS3040* NAVD 88 ORTHO HEIGHT -   301.61  (meters)      989.5   (feet) GPS OBS
 DS3040  ______________________________________________________________________
 DS3040  GEOID HEIGHT    -        -28.455 (meters)                     GEOID18
 DS3040  NAD 83(2011) X  -   -316,654.007 (meters)                     COMP
 DS3040  NAD 83(2011) Y  - -4,577,061.593 (meters)                     COMP
 DS3040  NAD 83(2011) Z  -  4,416,210.983 (meters)                     COMP
 DS3040  LAPLACE CORR    -         -5.68  (seconds)                    DEFLEC18
 DS3040
 DS3040  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DS3040  Standards:
 DS3040         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DS3040            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DS3040  -------------------------------------------------------------------
 DS3040  NETWORK    0.51   1.55           0.23   0.18   0.79     -0.06960659
 DS3040  -------------------------------------------------------------------
 DS3040  Click here for local accuracies and other accuracy information.
 DS3040
 DS3040.The horizontal coordinates were established by GPS observations
 DS3040.and adjusted by the MN DEPT OF TRANSP in January 2025.
 DS3040
 DS3040.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DS3040.been affixed to the stable North American tectonic plate. See 
 DS3040.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DS3040
 DS3040.The horizontal coordinates are valid at the epoch date displayed above
 DS3040.which is a decimal equivalence of Year/Month/Day.
 DS3040
 DS3040.The orthometric height was determined by GPS observations and a
 DS3040.high-resolution geoid model using precise GPS observation and
 DS3040.processing techniques.
 DS3040
 DS3040.Significant digits in the geoid height do not necessarily reflect accuracy.
 DS3040.GEOID18 height accuracy estimate available here.
 DS3040
 DS3040.Click photographs - Photos may exist for this station.
 DS3040
 DS3040.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DS3040
 DS3040.The Laplace correction was computed from DEFLEC18 derived deflections.
 DS3040
 DS3040.The ellipsoidal height was determined by GPS observations
 DS3040.and is referenced to NAD 83.
 DS3040
 DS3040. The following values were computed from the NAD 83(2011) position.
 DS3040
 DS3040;                    North         East     Units Scale Factor Converg.
 DS3040;SPC MN S     -   222,144.612   803,396.697   MT  0.99994654   +0 01 47.0
 DS3040;SPC MN S     -   728,819.45  2,635,810.66   sFT  0.99994654   +0 01 47.0
 DS3040;UTM  15      - 4,883,346.385   423,355.113   MT  0.99967225   -0 39 59.1
 DS3040
 DS3040!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DS3040!SPC MN S     -   0.99995717  x   0.99994654  =   0.99990371
 DS3040!UTM  15      -   0.99995717  x   0.99967225  =   0.99962943
 DS3040
 DS3040_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVJ2335583346(NAD 83)
 DS3040
 DS3040                          SUPERSEDED SURVEY CONTROL
 DS3040
 DS3040.No superseded survey control is available for this station.
 DS3040
 DS3040_MARKER: I = METAL ROD
 DS3040_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DS3040_STAMPING: 0704 Y 2022
 DS3040_MARK LOGO: MNDT
 DS3040_PROJECTION: RECESSED 3 CENTIMETERS
 DS3040_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DS3040_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DS3040_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DS3040+SATELLITE: SATELLITE OBSERVATIONS - May 13, 2024
 DS3040_ROD/PIPE-DEPTH: 7.0 meters
 DS3040
 DS3040  HISTORY     - Date     Condition        Report By
 DS3040  HISTORY     - 20221011 MONUMENTED       MNDT
 DS3040  HISTORY     - 20240513 GOOD             MNDT
 DS3040
 DS3040                          STATION DESCRIPTION
 DS3040
 DS3040'DESCRIBED BY MN DEPT OF TRANSP 2022
 DS3040'THE MARK IS LOCATED ABOUT 6.3 MI (10.1 KM) NORTH OF BEAUFORD, 5.1 MI
 DS3040'(8.2 KM) WEST-NORTHWEST OF SAINT CLAIR AND 4.9 MI (7.9 KM)
 DS3040'SOUTH-SOUTHEAST OF MANKATO.
 DS3040'
 DS3040'THE MARK WAS LOCATED ABOUT 4.7 MI (7.6 KM) SOUTH OF MANKATO, 3.25 MI
 DS3040'(5.23 KM) SOUTH ALONG TRUNK HIGHWAY 22 FROM THE JUNCTION OF TRUNK
 DS3040'HIGHWAY 22 AND TRUNK HIGHWAY 83 IN MANKATO, AT TRUNK HIGHWAY 22 MILE
 DS3040'POINT 47.25.
 DS3040'
 DS3040'IT IS 29.5 FT (9.0 M) EAST OF THE TRUNK HIGHWAY 22 FOG LINE, 24.5 FT
 DS3040'(7.5 M) NORTH OF DRIVEWAY NUMBER 19169, 14.2 FT (4.3 M) NORTH OF A
 DS3040'CABLE BOX, 15.5 FT (4.7 M) SOUTH OF A CABLE BOX AND 15.7 FT (4.8 M)
 DS3040'WEST OF A WITNESS POST.
 DS3040'
 DS3040'NOTE-THE STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM ROD
 DS3040'DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION REMOVABLE DISK
 DS3040'SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH PVC
 DS3040'PIPE BACK FILLED WITH WASHED SAND.
 DS3040
 DS3040                          STATION RECOVERY (2024)
 DS3040
 DS3040'RECOVERY NOTE BY MN DEPT OF TRANSP 2024 (AXD)
 DS3040'THE MARK IS LOCATED ABOUT IN 4.7 MI (7.6 KM) SOUTH OF MANKATO, 3.25 MI
 DS3040'(5.23 KM) SOUTH ALONG TRUNK HIGHWAY 22 FROM THE JUNCTION OF TRUNK
 DS3040'HIGHWAY 22 AND TRUNK HIGHWAY 83 IN MANKATO, AT TRUNK HIGHWAY 22 MILE
 DS3040'POINT 47.25, 29.5 FT (9.0 M) EAST OF THE TRUNK HIGHWAY 22 FOG LINE,
 DS3040'24.5 FT (7.5 M) NORTH OF DRIVEWAY NUMBER 19169, 14.2 FT (4.3 M) NORTH
 DS3040'OF A CABLE BOX, 15.5 FT (4.7 M) SOUTH OF A CABLE BOX, 15.7 FT (4.8 M)
 DS3040'WEST OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DS3038 ***********************************************************************
 DS3038  HT_MOD      -  This is a Height Modernization Survey Station.
 DS3038  DESIGNATION -  0704 Z
 DS3038  PID         -  DS3038
 DS3038  STATE/COUNTY-  MN/BLUE EARTH
 DS3038  COUNTRY     -  US
 DS3038  USGS QUAD   -  BEAUFORD (2019)
 DS3038
 DS3038                         *CURRENT SURVEY CONTROL
 DS3038  ______________________________________________________________________
 DS3038* NAD 83(2011) POSITION- 44 07 22.93919(N) 093 57 36.25457(W)   ADJUSTED
 DS3038* NAD 83(2011) ELLIP HT-   278.149 (meters)        (01/24/25)   ADJUSTED
 DS3038* NAD 83(2011) EPOCH   -  2010.00
 DS3038* NAVD 88 ORTHO HEIGHT -   306.57  (meters)     1005.8   (feet) GPS OBS
 DS3038  ______________________________________________________________________
 DS3038  GEOID HEIGHT    -        -28.432 (meters)                     GEOID18
 DS3038  NAD 83(2011) X  -   -316,726.570 (meters)                     COMP
 DS3038  NAD 83(2011) Y  - -4,575,218.785 (meters)                     COMP
 DS3038  NAD 83(2011) Z  -  4,418,109.330 (meters)                     COMP
 DS3038  LAPLACE CORR    -         -5.60  (seconds)                    DEFLEC18
 DS3038
 DS3038  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DS3038  Standards:
 DS3038         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DS3038            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DS3038  -------------------------------------------------------------------
 DS3038  NETWORK    0.40   1.23           0.18   0.14   0.63     -0.06604104
 DS3038  -------------------------------------------------------------------
 DS3038  Click here for local accuracies and other accuracy information.
 DS3038
 DS3038.The horizontal coordinates were established by GPS observations
 DS3038.and adjusted by the MN DEPT OF TRANSP in January 2025.
 DS3038
 DS3038.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DS3038.been affixed to the stable North American tectonic plate. See 
 DS3038.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DS3038
 DS3038.The horizontal coordinates are valid at the epoch date displayed above
 DS3038.which is a decimal equivalence of Year/Month/Day.
 DS3038
 DS3038.The orthometric height was determined by GPS observations and a
 DS3038.high-resolution geoid model using precise GPS observation and
 DS3038.processing techniques.
 DS3038
 DS3038.Significant digits in the geoid height do not necessarily reflect accuracy.
 DS3038.GEOID18 height accuracy estimate available here.
 DS3038
 DS3038.Click photographs - Photos may exist for this station.
 DS3038
 DS3038.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DS3038
 DS3038.The Laplace correction was computed from DEFLEC18 derived deflections.
 DS3038
 DS3038.The ellipsoidal height was determined by GPS observations
 DS3038.and is referenced to NAD 83.
 DS3038
 DS3038. The following values were computed from the NAD 83(2011) position.
 DS3038
 DS3038;                    North         East     Units Scale Factor Converg.
 DS3038;SPC MN S     -   224,783.392   803,195.770   MT  0.99994373   +0 01 40.8
 DS3038;SPC MN S     -   737,476.85  2,635,151.46   sFT  0.99994373   +0 01 40.8
 DS3038;UTM  15      - 4,885,986.691   423,186.314   MT  0.99967257   -0 40 06.4
 DS3038
 DS3038!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DS3038!SPC MN S     -   0.99995639  x   0.99994373  =   0.99990012
 DS3038!UTM  15      -   0.99995639  x   0.99967257  =   0.99962897
 DS3038
 DS3038_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVJ2318685986(NAD 83)
 DS3038
 DS3038                          SUPERSEDED SURVEY CONTROL
 DS3038
 DS3038.No superseded survey control is available for this station.
 DS3038
 DS3038_MARKER: I = METAL ROD
 DS3038_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DS3038_STAMPING: 0704 Z 2022
 DS3038_MARK LOGO: MNDT
 DS3038_PROJECTION: RECESSED 5 CENTIMETERS
 DS3038_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DS3038_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DS3038_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DS3038+SATELLITE: SATELLITE OBSERVATIONS - May 14, 2024
 DS3038_ROD/PIPE-DEPTH: 7.3 meters
 DS3038
 DS3038  HISTORY     - Date     Condition        Report By
 DS3038  HISTORY     - 20221011 MONUMENTED       MNDT
 DS3038  HISTORY     - 20240514 GOOD             MNDT
 DS3038
 DS3038                          STATION DESCRIPTION
 DS3038
 DS3038'DESCRIBED BY MN DEPT OF TRANSP 2022
 DS3038'THE MARK IS LOCATED ABOUT 8.0 MI (12.9 KM) NORTH OF BEAUFORD, 5.8 MI
 DS3038'(9.3 KM) WEST-NORTHWEST OF SAINT CLAIR AND 3.4 MI (5.5 KM) SOUTHEAST
 DS3038'OF MANKATO.
 DS3038'
 DS3038'THE MARK WAS LOCATED ABOUT IN MANKATO, 1.65 MI (2.65 KM) SOUTH ALONG
 DS3038'TRUNK HIGHWAY 22 FROM THE JUNCTION OF TRUNK HIGHWAY 22 AND TRUNK
 DS3038'HIGHWAY 83 IN MANKATO, AT TRUNK HIGHWAY 22 MILE POINT 48.9.
 DS3038'
 DS3038'IT IS 208.6 FT (63.6 M) WEST OF TRUNK HIGHWAY 22, 118.4 FT (36.1 M)
 DS3038'SOUTH OF THE 200TH STREET FOG LINE, 8.8 FT (2.7 M) NORTH OF
 DS3038'RIGHT-OF-WAY POST AND 8.8 FT (2.7 M) NORTH OF A WITNESS POST.
 DS3038'
 DS3038'NOTE-THE STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM ROD
 DS3038'DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION REMOVABLE DISK
 DS3038'SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH PVC
 DS3038'PIPE BACK FILLED WITH WASHED SAND.
 DS3038
 DS3038                          STATION RECOVERY (2024)
 DS3038
 DS3038'RECOVERY NOTE BY MN DEPT OF TRANSP 2024 (MPP)
 DS3038'THE MARK IS LOCATED ABOUT IN IN MANKATO, 1.65 MILES SOUTH ALONG TRUNK
 DS3038'HIGHWAY 22 FROM THE JUNCTION OF TRUNK HIGHWAY 22 AND TRUNK HIGHWAY 83
 DS3038'IN MANKATO, AT TRUNK HIGHWAY 22 MILE POINT 48.9, 208.6 FT (63.6 M)
 DS3038'WEST OF TRUNK HIGHWAY 22, 118.4 FT (36.1 M) SOUTH OF THE 200TH STREET
 DS3038'FOG LINE, 8.8 FT (2.7 M) NORTH OF RIGHT-OF-WAY POST, 8.8 FT (2.7 M)
 DS3038'NORTH OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DQ5535 ***********************************************************************
 DQ5535  DESIGNATION -  0705 A
 DQ5535  PID         -  DQ5535
 DQ5535  STATE/COUNTY-  MN/BLUE EARTH
 DQ5535  COUNTRY     -  US
 DQ5535  USGS QUAD   -  WILLOW CREEK (2019)
 DQ5535
 DQ5535                         *CURRENT SURVEY CONTROL
 DQ5535  ______________________________________________________________________
 DQ5535* NAD 83(2011) POSITION- 43 53 29.79105(N) 094 22 07.53326(W)   ADJUSTED
 DQ5535* NAD 83(2011) ELLIP HT-   293.423 (meters)        (06/25/20)   ADJUSTED
 DQ5535* NAD 83(2011) EPOCH   -  2010.00
 DQ5535* NAVD 88 ORTHO HEIGHT -   321.458 (meters)     1054.65  (feet) ADJUSTED
 DQ5535  ______________________________________________________________________
 DQ5535  GEOID HEIGHT    -        -28.048 (meters)                     GEOID18
 DQ5535  NAD 83(2011) X  -   -350,714.885 (meters)                     COMP
 DQ5535  NAD 83(2011) Y  - -4,590,668.374 (meters)                     COMP
 DQ5535  NAD 83(2011) Z  -  4,399,623.769 (meters)                     COMP
 DQ5535  LAPLACE CORR    -         -1.68  (seconds)                    DEFLEC18
 DQ5535  DYNAMIC HEIGHT  -        321.400 (meters)     1054.46  (feet) COMP
 DQ5535  MODELED GRAVITY -    980,429.8   (mgal)                       NAVD 88
 DQ5535
 DQ5535  VERT ORDER      -  SECOND    CLASS I
 DQ5535
 DQ5535  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DQ5535  Standards:
 DQ5535         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DQ5535            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DQ5535  -------------------------------------------------------------------
 DQ5535  NETWORK    0.83   1.18           0.38   0.28   0.60      0.06262445
 DQ5535  -------------------------------------------------------------------
 DQ5535  Click here for local accuracies and other accuracy information.
 DQ5535
 DQ5535.The horizontal coordinates were established by GPS observations
 DQ5535.and adjusted by the MN DEPT OF TRANSP in June 2020.
 DQ5535
 DQ5535.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DQ5535.been affixed to the stable North American tectonic plate. See 
 DQ5535.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DQ5535
 DQ5535.The horizontal coordinates are valid at the epoch date displayed above
 DQ5535.which is a decimal equivalence of Year/Month/Day.
 DQ5535
 DQ5535.The orthometric height was determined by differential leveling and
 DQ5535.adjusted by the NATIONAL GEODETIC SURVEY
 DQ5535.in May 2019.
 DQ5535
 DQ5535.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ5535.GEOID18 height accuracy estimate available here.
 DQ5535
 DQ5535.Click photographs - Photos may exist for this station.
 DQ5535
 DQ5535.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DQ5535
 DQ5535.The Laplace correction was computed from DEFLEC18 derived deflections.
 DQ5535
 DQ5535.The ellipsoidal height was determined by GPS observations
 DQ5535.and is referenced to NAD 83.
 DQ5535
 DQ5535.The dynamic height is computed by dividing the NAVD 88
 DQ5535.geopotential number by the normal gravity value computed on the
 DQ5535.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ5535.degrees latitude (g = 980.6199 gals.).
 DQ5535
 DQ5535.The modeled gravity was interpolated from observed gravity values.
 DQ5535
 DQ5535. The following values were computed from the NAD 83(2011) position.
 DQ5535
 DQ5535;                    North         East     Units Scale Factor Converg.
 DQ5535;SPC MN S     -   199,135.738   770,370.177   MT  0.99997830   -0 15 30.5
 DQ5535;SPC MN S     -   653,331.17  2,527,456.16   sFT  0.99997830   -0 15 30.5
 DQ5535;UTM  15      - 4,860,744.680   390,060.937   MT  0.99974866   -0 56 56.6
 DQ5535
 DQ5535!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DQ5535!SPC MN S     -   0.99995399  x   0.99997830  =   0.99993229
 DQ5535!UTM  15      -   0.99995399  x   0.99974866  =   0.99970266
 DQ5535
 DQ5535_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUJ9006060744(NAD 83)
 DQ5535
 DQ5535                          SUPERSEDED SURVEY CONTROL
 DQ5535
 DQ5535.No superseded survey control is available for this station.
 DQ5535
 DQ5535_MARKER: DB = BENCH MARK DISK
 DQ5535_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 DQ5535_STAMPING: 0705 A 1967
 DQ5535_MARK LOGO: MNHD
 DQ5535_PROJECTION: RECESSED 5 CENTIMETERS
 DQ5535_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DQ5535_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DQ5535_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ5535+SATELLITE: SATELLITE OBSERVATIONS - August 29, 2023
 DQ5535
 DQ5535  HISTORY     - Date     Condition        Report By
 DQ5535  HISTORY     - 19670401 MONUMENTED       MNHD
 DQ5535  HISTORY     - 20160506 GOOD             MNDT
 DQ5535  HISTORY     - 20200325 GOOD             MNDT
 DQ5535  HISTORY     - 20230829 GOOD             MNDT
 DQ5535
 DQ5535                          STATION DESCRIPTION
 DQ5535
 DQ5535'DESCRIBED BY MN DEPT OF TRANSP 2016 (MPP)
 DQ5535'THE MARK IS LOCATED ABOUT 3.5 MI (5.6 KM) SOUTHEAST OF LEWISVILLE.
 DQ5535'
 DQ5535'TO REACH THE MARK GO 3.0 MI (4.8 KM) EAST ALONG TRUNK HIGHWAY 30 FROM
 DQ5535'THE JUNCTION OF TRUNK HIGHWAY 30 AND TRUNK HIGHWAY 15 IN LEWISVILLE
 DQ5535'(JUNCTION IS 2.5 MI (4.0 KM) SOUTH OF LEWISVILLE), AT TRUNK HIGHWAY 30
 DQ5535'MILE POINT 122.0.
 DQ5535'
 DQ5535'THE MARK IS LOCATED 68.7 FT (20.9 M) EAST OF COUNTY ROAD 24 (473RD
 DQ5535'AVENUE), 59 FT (18.0 M) NORTH OF TRUNK HIGHWAY 30, AT COUNTY LINE, 0.5
 DQ5535'FT (15 CM) SOUTH OF A WITNESS POST.
 DQ5535
 DQ5535                          STATION RECOVERY (2020)
 DQ5535
 DQ5535'RECOVERY NOTE BY MN DEPT OF TRANSP 2020 (RXJ)
 DQ5535'RECOVERED AS DESCRIBED.
 DQ5535
 DQ5535                          STATION RECOVERY (2023)
 DQ5535
 DQ5535'RECOVERY NOTE BY MN DEPT OF TRANSP 2023 (TJD)
 DQ5535'3.5 MI (5.6 KM) SOUTHEAST OF LEWISVILLE, 3.0 MI (4.8 KM) EAST ALONG
 DQ5535'TRUNK HIGHWAY 30 FROM THE JUNCTION OF TRUNK HIGHWAY 30 AND TRUNK
 DQ5535'HIGHWAY 15 IN LEWISVILLE (THE JUNCTION IS 2.5 MI (4.0 KM) SOUTH OF
 DQ5535'LEWISVILLE), AT TRUNK HIGHWAY 30 MILE POINT 122.0, 68.7 FT (20.9 M)
 DQ5535'EAST OF COUNTY ROAD 24 (473RD AVENUE), 59.0 FT (18.0 M) NORTH OF TRUNK
 DQ5535'HIGHWAY 30, AT THE COUNTY LINE.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DQ5532 ***********************************************************************
 DQ5532  DESIGNATION -  0705 C
 DQ5532  PID         -  DQ5532
 DQ5532  STATE/COUNTY-  MN/BLUE EARTH
 DQ5532  COUNTRY     -  US
 DQ5532  USGS QUAD   -  WILLOW CREEK (2019)
 DQ5532
 DQ5532                         *CURRENT SURVEY CONTROL
 DQ5532  ______________________________________________________________________
 DQ5532* NAD 83(2011) POSITION- 43 53 28.90060(N) 094 19 44.08930(W)   ADJUSTED
 DQ5532* NAD 83(2011) ELLIP HT-   288.797 (meters)        (06/25/20)   ADJUSTED
 DQ5532* NAD 83(2011) EPOCH   -  2010.00
 DQ5532* NAVD 88 ORTHO HEIGHT -   316.856 (meters)     1039.55  (feet) ADJUSTED
 DQ5532  ______________________________________________________________________
 DQ5532  GEOID HEIGHT    -        -28.079 (meters)                     GEOID18
 DQ5532  NAD 83(2011) X  -   -347,523.471 (meters)                     COMP
 DQ5532  NAD 83(2011) Y  - -4,590,926.839 (meters)                     COMP
 DQ5532  NAD 83(2011) Z  -  4,399,600.755 (meters)                     COMP
 DQ5532  LAPLACE CORR    -         -2.09  (seconds)                    DEFLEC18
 DQ5532  DYNAMIC HEIGHT  -        316.799 (meters)     1039.36  (feet) COMP
 DQ5532  MODELED GRAVITY -    980,430.0   (mgal)                       NAVD 88
 DQ5532
 DQ5532  VERT ORDER      -  SECOND    CLASS I
 DQ5532
 DQ5532  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DQ5532  Standards:
 DQ5532         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DQ5532            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DQ5532  -------------------------------------------------------------------
 DQ5532  NETWORK    0.85   1.20           0.39   0.29   0.61      0.08058214
 DQ5532  -------------------------------------------------------------------
 DQ5532  Click here for local accuracies and other accuracy information.
 DQ5532
 DQ5532.The horizontal coordinates were established by GPS observations
 DQ5532.and adjusted by the MN DEPT OF TRANSP in June 2020.
 DQ5532
 DQ5532.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DQ5532.been affixed to the stable North American tectonic plate. See 
 DQ5532.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DQ5532
 DQ5532.The horizontal coordinates are valid at the epoch date displayed above
 DQ5532.which is a decimal equivalence of Year/Month/Day.
 DQ5532
 DQ5532.The orthometric height was determined by differential leveling and
 DQ5532.adjusted by the NATIONAL GEODETIC SURVEY
 DQ5532.in May 2019.
 DQ5532
 DQ5532.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ5532.GEOID18 height accuracy estimate available here.
 DQ5532
 DQ5532.Click photographs - Photos may exist for this station.
 DQ5532
 DQ5532.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DQ5532
 DQ5532.The Laplace correction was computed from DEFLEC18 derived deflections.
 DQ5532
 DQ5532.The ellipsoidal height was determined by GPS observations
 DQ5532.and is referenced to NAD 83.
 DQ5532
 DQ5532.The dynamic height is computed by dividing the NAVD 88
 DQ5532.geopotential number by the normal gravity value computed on the
 DQ5532.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ5532.degrees latitude (g = 980.6199 gals.).
 DQ5532
 DQ5532.The modeled gravity was interpolated from observed gravity values.
 DQ5532
 DQ5532. The following values were computed from the NAD 83(2011) position.
 DQ5532
 DQ5532;                    North         East     Units Scale Factor Converg.
 DQ5532;SPC MN S     -   199,094.593   773,571.639   MT  0.99997834   -0 13 50.0
 DQ5532;SPC MN S     -   653,196.18  2,537,959.62   sFT  0.99997834   -0 13 50.0
 DQ5532;UTM  15      - 4,860,664.963   393,260.923   MT  0.99974013   -0 55 17.1
 DQ5532
 DQ5532!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DQ5532!SPC MN S     -   0.99995472  x   0.99997834  =   0.99993306
 DQ5532!UTM  15      -   0.99995472  x   0.99974013  =   0.99969486
 DQ5532
 DQ5532_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUJ9326060664(NAD 83)
 DQ5532
 DQ5532                          SUPERSEDED SURVEY CONTROL
 DQ5532
 DQ5532.No superseded survey control is available for this station.
 DQ5532
 DQ5532_MARKER: DB = BENCH MARK DISK
 DQ5532_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 DQ5532_STAMPING: 0705 C 1967
 DQ5532_MARK LOGO: MNHD
 DQ5532_PROJECTION: RECESSED 8 CENTIMETERS
 DQ5532_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DQ5532_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DQ5532_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ5532+SATELLITE: SATELLITE OBSERVATIONS - September 13, 2022
 DQ5532
 DQ5532  HISTORY     - Date     Condition        Report By
 DQ5532  HISTORY     - 19670401 MONUMENTED       MNHD
 DQ5532  HISTORY     - 20160505 GOOD             MNDT
 DQ5532  HISTORY     - 20200325 GOOD             MNDT
 DQ5532  HISTORY     - 20220913 GOOD             MNDT
 DQ5532
 DQ5532                          STATION DESCRIPTION
 DQ5532
 DQ5532'DESCRIBED BY MN DEPT OF TRANSP 2016 (MAS)
 DQ5532'THE MARK IS LOCATED ABOUT 5.6 MI (9.0 KM) SOUTHEAST OF LEWISVILLE.
 DQ5532'
 DQ5532'TO REACH THE MARK GO 5.0 MI (8.0 KM) EAST ALONG TRUNK HIGHWAY 30 FROM
 DQ5532'THE JUNCTION OF TRUNK HIGHWAY 30 AND TRUNK HIGHWAY 15 (JUNCTION IS 2.5
 DQ5532'MI (4.0 KM) SOUTH OF LEWISVILLE), AT TRUNK HIGHWAY 30 MILE POINT
 DQ5532'123.95.
 DQ5532'
 DQ5532'THE MARK IS LOCATED 59.0 FT (18.0 M) SOUTH OF TRUNK HIGHWAY 30, 14.0
 DQ5532'FT (4.3 M) EAST OF A FIELD ENTRANCE, 3.5 FT (1.1 M) NORTHEAST OF POWER
 DQ5532'POLE, 3.0 FT (0.9 M) NORTH OF A WITNESS POST.
 DQ5532
 DQ5532                          STATION RECOVERY (2020)
 DQ5532
 DQ5532'RECOVERY NOTE BY MN DEPT OF TRANSP 2020 (AXJ)
 DQ5532'RECOVERED AS DESCRIBED.
 DQ5532
 DQ5532                          STATION RECOVERY (2022)
 DQ5532
 DQ5532'RECOVERY NOTE BY MN DEPT OF TRANSP 2022 (KMS)
 DQ5532'5.6 MI (9.0 KM) SOUTHEAST OF LEWISVILLE, 5.0 MI (8.0 KM) EAST ALONG
 DQ5532'TRUNK HIGHWAY 30 FROM THE JUNCTION OF TRUNK HIGHWAY 30 AND TRUNK
 DQ5532'HIGHWAY 15 (THE JUNCTION IS 2.5 MI (4.0 KM) SOUTH OF LEWISVILLE), AT
 DQ5532'TRUNK HIGHWAY 30 MILE POINT 123.95, 59.0 FT (18.0 M) SOUTH OF TRUNK
 DQ5532'HIGHWAY 30, 14.0 FT (4.3 M) EAST OF A FIELD ENTRANCE, 3.5 FT (1.1 M)
 DQ5532'NORTHEAST OF A POWER POLE, 3.0 FT (0.9 M) NORTH OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DQ5529 ***********************************************************************
 DQ5529  DESIGNATION -  0705 E
 DQ5529  PID         -  DQ5529
 DQ5529  STATE/COUNTY-  MN/BLUE EARTH
 DQ5529  COUNTRY     -  US
 DQ5529  USGS QUAD   -  WILLOW CREEK (2019)
 DQ5529
 DQ5529                         *CURRENT SURVEY CONTROL
 DQ5529  ______________________________________________________________________
 DQ5529* NAD 83(2011) POSITION- 43 53 28.05303(N) 094 17 21.24071(W)   ADJUSTED
 DQ5529* NAD 83(2011) ELLIP HT-   284.720 (meters)        (06/25/20)   ADJUSTED
 DQ5529* NAD 83(2011) EPOCH   -  2010.00
 DQ5529* NAVD 88 ORTHO HEIGHT -   312.837 (meters)     1026.37  (feet) ADJUSTED
 DQ5529  ______________________________________________________________________
 DQ5529  GEOID HEIGHT    -        -28.112 (meters)                     GEOID18
 DQ5529  NAD 83(2011) X  -   -344,345.081 (meters)                     COMP
 DQ5529  NAD 83(2011) Y  - -4,591,181.572 (meters)                     COMP
 DQ5529  NAD 83(2011) Z  -  4,399,579.076 (meters)                     COMP
 DQ5529  LAPLACE CORR    -         -2.05  (seconds)                    DEFLEC18
 DQ5529  DYNAMIC HEIGHT  -        312.780 (meters)     1026.18  (feet) COMP
 DQ5529  MODELED GRAVITY -    980,430.0   (mgal)                       NAVD 88
 DQ5529
 DQ5529  VERT ORDER      -  SECOND    CLASS I
 DQ5529
 DQ5529  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DQ5529  Standards:
 DQ5529         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DQ5529            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DQ5529  -------------------------------------------------------------------
 DQ5529  NETWORK    0.66   0.96           0.30   0.23   0.49      0.06097348
 DQ5529  -------------------------------------------------------------------
 DQ5529  Click here for local accuracies and other accuracy information.
 DQ5529
 DQ5529.The horizontal coordinates were established by GPS observations
 DQ5529.and adjusted by the MN DEPT OF TRANSP in June 2020.
 DQ5529
 DQ5529.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DQ5529.been affixed to the stable North American tectonic plate. See 
 DQ5529.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DQ5529
 DQ5529.The horizontal coordinates are valid at the epoch date displayed above
 DQ5529.which is a decimal equivalence of Year/Month/Day.
 DQ5529
 DQ5529.The orthometric height was determined by differential leveling and
 DQ5529.adjusted by the NATIONAL GEODETIC SURVEY
 DQ5529.in May 2019.
 DQ5529
 DQ5529.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ5529.GEOID18 height accuracy estimate available here.
 DQ5529
 DQ5529.Click photographs - Photos may exist for this station.
 DQ5529
 DQ5529.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DQ5529
 DQ5529.The Laplace correction was computed from DEFLEC18 derived deflections.
 DQ5529
 DQ5529.The ellipsoidal height was determined by GPS observations
 DQ5529.and is referenced to NAD 83.
 DQ5529
 DQ5529.The dynamic height is computed by dividing the NAVD 88
 DQ5529.geopotential number by the normal gravity value computed on the
 DQ5529.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ5529.degrees latitude (g = 980.6199 gals.).
 DQ5529
 DQ5529.The modeled gravity was interpolated from observed gravity values.
 DQ5529
 DQ5529. The following values were computed from the NAD 83(2011) position.
 DQ5529
 DQ5529;                    North         East     Units Scale Factor Converg.
 DQ5529;SPC MN S     -   199,056.380   776,759.851   MT  0.99997839   -0 12 09.8
 DQ5529;SPC MN S     -   653,070.81  2,548,419.61   sFT  0.99997839   -0 12 09.8
 DQ5529;UTM  15      - 4,860,588.320   396,447.669   MT  0.99973189   -0 53 38.0
 DQ5529
 DQ5529!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DQ5529!SPC MN S     -   0.99995536  x   0.99997839  =   0.99993375
 DQ5529!UTM  15      -   0.99995536  x   0.99973189  =   0.99968726
 DQ5529
 DQ5529_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUJ9644760588(NAD 83)
 DQ5529
 DQ5529                          SUPERSEDED SURVEY CONTROL
 DQ5529
 DQ5529.No superseded survey control is available for this station.
 DQ5529
 DQ5529_MARKER: DB = BENCH MARK DISK
 DQ5529_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 DQ5529_STAMPING: 0705 E 1967
 DQ5529_MARK LOGO: MNHD
 DQ5529_PROJECTION: RECESSED 10 CENTIMETERS
 DQ5529_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DQ5529_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DQ5529_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ5529+SATELLITE: SATELLITE OBSERVATIONS - September 14, 2022
 DQ5529
 DQ5529  HISTORY     - Date     Condition        Report By
 DQ5529  HISTORY     - 19670401 MONUMENTED       MNHD
 DQ5529  HISTORY     - 20160505 GOOD             MNDT
 DQ5529  HISTORY     - 20200331 GOOD             MNDT
 DQ5529  HISTORY     - 20220914 GOOD             MNDT
 DQ5529
 DQ5529                          STATION DESCRIPTION
 DQ5529
 DQ5529'DESCRIBED BY MN DEPT OF TRANSP 2016 (MPP)
 DQ5529'THE MARK IS LOCATED ABOUT 6.5 MI (10.5 KM) WEST OF AMBOY.
 DQ5529'
 DQ5529'TO REACH THE MARK GO 6.1 MI (9.8 KM) WEST ALONG TRUNK HIGHWAY 30 FROM
 DQ5529'NORTH JUNCTION OF TRUNK HIGHWAY 30 AND TRUNK HIGHWAY 169 (JUNCTION IS
 DQ5529'0.5 MI (0.8 KM) NORTHWEST OF AMBOY), AT TRUNK HIGHWAY 30 MILE POINT
 DQ5529'125.95.
 DQ5529'
 DQ5529'THE MARK IS LOCATED 88.0 FT (26.8 M) SOUTH OF TRUNK HIGHWAY 30, 102.0
 DQ5529'FT (31.1 M) WEST OF 494TH AVENUE, 1.0 FT (0.3 M) NORTH OF A WITNESS
 DQ5529'POST.
 DQ5529
 DQ5529                          STATION RECOVERY (2020)
 DQ5529
 DQ5529'RECOVERY NOTE BY MN DEPT OF TRANSP 2020 (TXD)
 DQ5529'RECOVERED AS DESCRIBED.
 DQ5529
 DQ5529                          STATION RECOVERY (2022)
 DQ5529
 DQ5529'RECOVERY NOTE BY MN DEPT OF TRANSP 2022 (KMS)
 DQ5529'6.5 MI (10.5 KM) WEST OF AMBOY, 6.1 MI (9.8 KM) WEST ALONG TRUNK
 DQ5529'HIGHWAY 30 FROM THE NORTH JUNCTION OF TRUNK HIGHWAY 30 AND TRUNK
 DQ5529'HIGHWAY 169 (THE JUNCTION IS 0.5 MI (0.8 KM) NORTHWEST OF AMBOY), AT
 DQ5529'TRUNK HIGHWAY 30 MILE POINT 125.95, 88.0 FT (26.8 M) SOUTH OF TRUNK
 DQ5529'HIGHWAY 30, 102.0 FT (31.1 M) WEST OF 494TH AVENUE, 1.0 FT (0.3 M)
 DQ5529'NORTH OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DQ5527 ***********************************************************************
 DQ5527  DESIGNATION -  0705 F
 DQ5527  PID         -  DQ5527
 DQ5527  STATE/COUNTY-  MN/BLUE EARTH
 DQ5527  COUNTRY     -  US
 DQ5527  USGS QUAD   -  WILLOW CREEK (2019)
 DQ5527
 DQ5527                         *CURRENT SURVEY CONTROL
 DQ5527  ______________________________________________________________________
 DQ5527* NAD 83(1986) POSITION- 43 53 40.38   (N) 094 16 07.16   (W)   HD_HELD1
 DQ5527* NAVD 88 ORTHO HEIGHT -   311.571 (meters)     1022.21  (feet) ADJUSTED
 DQ5527  ______________________________________________________________________
 DQ5527  GEOID HEIGHT    -        -28.127 (meters)                     GEOID18
 DQ5527  DYNAMIC HEIGHT  -        311.515 (meters)     1022.03  (feet) COMP
 DQ5527  MODELED GRAVITY -    980,430.2   (mgal)                       NAVD 88
 DQ5527
 DQ5527  VERT ORDER      -  SECOND    CLASS I
 DQ5527
 DQ5527.The horizontal coordinates were determined by differentially corrected
 DQ5527.hand held GPS observations or other comparable positioning techniques
 DQ5527.and have an estimated accuracy of +/- 3 meters.
 DQ5527
 DQ5527.The orthometric height was determined by differential leveling and
 DQ5527.adjusted by the NATIONAL GEODETIC SURVEY
 DQ5527.in May 2019.
 DQ5527
 DQ5527.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ5527.GEOID18 height accuracy estimate available here.
 DQ5527
 DQ5527.Click photographs - Photos may exist for this station.
 DQ5527
 DQ5527.The dynamic height is computed by dividing the NAVD 88
 DQ5527.geopotential number by the normal gravity value computed on the
 DQ5527.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ5527.degrees latitude (g = 980.6199 gals.).
 DQ5527
 DQ5527.The modeled gravity was interpolated from observed gravity values.
 DQ5527
 DQ5527;                    North         East    Units  Estimated Accuracy
 DQ5527;SPC MN S     -   199,431.2     778,414.6     MT  (+/- 3 meters HH1 GPS) 
 DQ5527
 DQ5527_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUJ9810660943(NAD 83)
 DQ5527
 DQ5527                          SUPERSEDED SURVEY CONTROL
 DQ5527
 DQ5527.No superseded survey control is available for this station.
 DQ5527
 DQ5527_MARKER: DB = BENCH MARK DISK
 DQ5527_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 DQ5527_STAMPING: 0705 F 1967
 DQ5527_MARK LOGO: MNHD
 DQ5527_PROJECTION: FLUSH
 DQ5527_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DQ5527_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DQ5527_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DQ5527+SATELLITE: SATELLITE OBSERVATIONS - September 13, 2022
 DQ5527
 DQ5527  HISTORY     - Date     Condition        Report By
 DQ5527  HISTORY     - 19670401 MONUMENTED       MNHD
 DQ5527  HISTORY     - 20160505 GOOD             MNDT
 DQ5527  HISTORY     - 20220913 GOOD             MNDT
 DQ5527
 DQ5527                          STATION DESCRIPTION
 DQ5527
 DQ5527'DESCRIBED BY MN DEPT OF TRANSP 2016 (MAS)
 DQ5527'THE MARK IS LOCATED ABOUT 5.6 MI (9.0 KM) WEST OF AMBOY.
 DQ5527'
 DQ5527'TO REACH THE MARK GO 5.0 MI (8.0 KM) WEST ALONG TRUNK HIGHWAY 30 FROM
 DQ5527'THE NORTH JUNCTION OF TRUNK HIGHWAY 30 AND TRUNK HIGHWAY 169 (JUNCTION
 DQ5527'IS 0.5 MI (0.8 KM) NORTHWEST OF AMBOY), AT TRUNK HIGHWAY 30 MILE POINT
 DQ5527'127.05.
 DQ5527'
 DQ5527'THE MARK IS LOCATED 70.0 FT (21.3 M) NORTH-NORTHWEST OF TRUNK HIGHWAY
 DQ5527'30, 51.5 FT (15.7 M) EAST OF COUNTY ROAD 146 (499TH AVENUE), 0.5 FT
 DQ5527'(15 CM) SOUTH OF A WITNESS POST.
 DQ5527
 DQ5527                          STATION RECOVERY (2022)
 DQ5527
 DQ5527'RECOVERY NOTE BY MN DEPT OF TRANSP 2022 (KMS)
 DQ5527'5.6 MI (9.0 KM) WEST OF AMBOY, 5.0 MI (8.0 KM) WEST ALONG TRUNK
 DQ5527'HIGHWAY 30 FROM THE NORTH JUNCTION OF TRUNK HIGHWAY 30 AND TRUNK
 DQ5527'HIGHWAY 169 (THE JUNCTION IS 0.5 MI (0.8 KM) NORTHWEST OF AMBOY), AT
 DQ5527'TRUNK HIGHWAY 30 MILE POINT 127.05, 70.0 FT (21.3 M) NORTH-NORTHWEST
 DQ5527'OF TRUNK HIGHWAY 30, 51.5 FT (15.7 M) EAST OF COUNTY ROAD 146 (499TH
 DQ5527'AVENUE), 0.5 FT (15 CM) SOUTH OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DQ5524 ***********************************************************************
 DQ5524  DESIGNATION -  0705 G
 DQ5524  PID         -  DQ5524
 DQ5524  STATE/COUNTY-  MN/BLUE EARTH
 DQ5524  COUNTRY     -  US
 DQ5524  USGS QUAD   -  AMBOY (2019)
 DQ5524
 DQ5524                         *CURRENT SURVEY CONTROL
 DQ5524  ______________________________________________________________________
 DQ5524* NAD 83(1986) POSITION- 43 53 41.47   (N) 094 14 55.88   (W)   HD_HELD1
 DQ5524* NAVD 88 ORTHO HEIGHT -   322.175 (meters)     1057.00  (feet) ADJUSTED
 DQ5524  ______________________________________________________________________
 DQ5524  GEOID HEIGHT    -        -28.141 (meters)                     GEOID18
 DQ5524  DYNAMIC HEIGHT  -        322.117 (meters)     1056.81  (feet) COMP
 DQ5524  MODELED GRAVITY -    980,430.6   (mgal)                       NAVD 88
 DQ5524
 DQ5524  VERT ORDER      -  SECOND    CLASS I
 DQ5524
 DQ5524.The horizontal coordinates were determined by differentially corrected
 DQ5524.hand held GPS observations or other comparable positioning techniques
 DQ5524.and have an estimated accuracy of +/- 3 meters.
 DQ5524
 DQ5524.The orthometric height was determined by differential leveling and
 DQ5524.adjusted by the NATIONAL GEODETIC SURVEY
 DQ5524.in May 2019.
 DQ5524
 DQ5524.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ5524.GEOID18 height accuracy estimate available here.
 DQ5524
 DQ5524.Click photographs - Photos may exist for this station.
 DQ5524
 DQ5524.The dynamic height is computed by dividing the NAVD 88
 DQ5524.geopotential number by the normal gravity value computed on the
 DQ5524.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ5524.degrees latitude (g = 980.6199 gals.).
 DQ5524
 DQ5524.The modeled gravity was interpolated from observed gravity values.
 DQ5524
 DQ5524;                    North         East    Units  Estimated Accuracy
 DQ5524;SPC MN S     -   199,459.8     780,005.5     MT  (+/- 3 meters HH1 GPS) 
 DQ5524
 DQ5524_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUJ9969760952(NAD 83)
 DQ5524
 DQ5524                          SUPERSEDED SURVEY CONTROL
 DQ5524
 DQ5524.No superseded survey control is available for this station.
 DQ5524
 DQ5524_MARKER: DB = BENCH MARK DISK
 DQ5524_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 DQ5524_STAMPING: 0705 G 1967
 DQ5524_MARK LOGO: MNHD
 DQ5524_PROJECTION: PROJECTING 8 CENTIMETERS
 DQ5524_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DQ5524_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DQ5524_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ5524+SATELLITE: SATELLITE OBSERVATIONS - September 13, 2022
 DQ5524
 DQ5524  HISTORY     - Date     Condition        Report By
 DQ5524  HISTORY     - 19670401 MONUMENTED       MNHD
 DQ5524  HISTORY     - 20160505 GOOD             MNDT
 DQ5524  HISTORY     - 20220913 GOOD             MNDT
 DQ5524
 DQ5524                          STATION DESCRIPTION
 DQ5524
 DQ5524'DESCRIBED BY MN DEPT OF TRANSP 2016 (MAS)
 DQ5524'THE MARK IS LOCATED ABOUT 4.6 MI (7.4 KM) WEST OF AMBOY.
 DQ5524'
 DQ5524'TO REACH THE MARK GO 4.0 MI (6.4 KM) WEST ALONG TRUNK HIGHWAY 30 FROM
 DQ5524'THE NORTH JUNCTION OF TRUNK HIGHWAY 30 AND TRUNK HIGHWAY 169 (JUNCTION
 DQ5524'IS 0.5 MI (0.8 KM) NORTHWEST OF AMBOY), AT TRUNK HIGHWAY 30 MILE POINT
 DQ5524'128.0.
 DQ5524'
 DQ5524'THE MARK IS LOCATED 58.0 FT (17.7 M) SOUTH OF TRUNK HIGHWAY 30, 0.5 FT
 DQ5524'(15 CM) NORTH OF A WITNESS POST.
 DQ5524
 DQ5524                          STATION RECOVERY (2022)
 DQ5524
 DQ5524'RECOVERY NOTE BY MN DEPT OF TRANSP 2022 (KMS)
 DQ5524'4.6 MI (7.4 KM) WEST OF AMBOY, 4.0 MI (6.4 KM) WEST ALONG TRUNK
 DQ5524'HIGHWAY 30 FROM THE NORTH JUNCTION OF TRUNK HIGHWAY 30 AND TRUNK
 DQ5524'HIGHWAY 169 (THE JUNCTION IS 0.5 MI (0.8 KM) NORTHWEST OF AMBOY), AT
 DQ5524'TRUNK HIGHWAY 30 MILE POINT 128.0, 58.0 FT (17.7 M) SOUTH OF TRUNK
 DQ5524'HIGHWAY 30, 0.5 FT (15 CM) NORTH OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DQ5521 ***********************************************************************
 DQ5521  DESIGNATION -  0705 I
 DQ5521  PID         -  DQ5521
 DQ5521  STATE/COUNTY-  MN/BLUE EARTH
 DQ5521  COUNTRY     -  US
 DQ5521  USGS QUAD   -  AMBOY (2019)
 DQ5521
 DQ5521                         *CURRENT SURVEY CONTROL
 DQ5521  ______________________________________________________________________
 DQ5521* NAD 83(2011) POSITION- 43 53 40.74499(N) 094 13 06.96849(W)   ADJUSTED
 DQ5521* NAD 83(2011) ELLIP HT-   287.231 (meters)        (06/25/20)   ADJUSTED
 DQ5521* NAD 83(2011) EPOCH   -  2010.00
 DQ5521* NAVD 88 ORTHO HEIGHT -   315.387 (meters)     1034.73  (feet) ADJUSTED
 DQ5521  ______________________________________________________________________
 DQ5521  GEOID HEIGHT    -        -28.168 (meters)                     GEOID18
 DQ5521  NAD 83(2011) X  -   -338,665.211 (meters)                     COMP
 DQ5521  NAD 83(2011) Y  - -4,591,333.515 (meters)                     COMP
 DQ5521  NAD 83(2011) Z  -  4,399,863.120 (meters)                     COMP
 DQ5521  LAPLACE CORR    -         -2.64  (seconds)                    DEFLEC18
 DQ5521  DYNAMIC HEIGHT  -        315.330 (meters)     1034.55  (feet) COMP
 DQ5521  MODELED GRAVITY -    980,430.9   (mgal)                       NAVD 88
 DQ5521
 DQ5521  VERT ORDER      -  SECOND    CLASS I
 DQ5521
 DQ5521  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DQ5521  Standards:
 DQ5521         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DQ5521            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DQ5521  -------------------------------------------------------------------
 DQ5521  NETWORK    0.83   1.18           0.38   0.28   0.60      0.07414325
 DQ5521  -------------------------------------------------------------------
 DQ5521  Click here for local accuracies and other accuracy information.
 DQ5521
 DQ5521.The horizontal coordinates were established by GPS observations
 DQ5521.and adjusted by the MN DEPT OF TRANSP in June 2020.
 DQ5521
 DQ5521.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DQ5521.been affixed to the stable North American tectonic plate. See 
 DQ5521.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DQ5521
 DQ5521.The horizontal coordinates are valid at the epoch date displayed above
 DQ5521.which is a decimal equivalence of Year/Month/Day.
 DQ5521
 DQ5521.The orthometric height was determined by differential leveling and
 DQ5521.adjusted by the NATIONAL GEODETIC SURVEY
 DQ5521.in May 2019.
 DQ5521
 DQ5521.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ5521.GEOID18 height accuracy estimate available here.
 DQ5521
 DQ5521.Click photographs - Photos may exist for this station.
 DQ5521
 DQ5521.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DQ5521
 DQ5521.The Laplace correction was computed from DEFLEC18 derived deflections.
 DQ5521
 DQ5521.The ellipsoidal height was determined by GPS observations
 DQ5521.and is referenced to NAD 83.
 DQ5521
 DQ5521.The dynamic height is computed by dividing the NAVD 88
 DQ5521.geopotential number by the normal gravity value computed on the
 DQ5521.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ5521.degrees latitude (g = 980.6199 gals.).
 DQ5521
 DQ5521.The modeled gravity was interpolated from observed gravity values.
 DQ5521
 DQ5521. The following values were computed from the NAD 83(2011) position.
 DQ5521
 DQ5521;                    North         East     Units Scale Factor Converg.
 DQ5521;SPC MN S     -   199,430.464   782,436.155   MT  0.99997774   -0 09 11.6
 DQ5521;SPC MN S     -   654,298.11  2,567,042.62   sFT  0.99997774   -0 09 11.6
 DQ5521;UTM  15      - 4,860,893.800   402,126.635   MT  0.99971782   -0 50 41.9
 DQ5521
 DQ5521!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DQ5521!SPC MN S     -   0.99995496  x   0.99997774  =   0.99993270
 DQ5521!UTM  15      -   0.99995496  x   0.99971782  =   0.99967279
 DQ5521
 DQ5521_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVJ0212660893(NAD 83)
 DQ5521
 DQ5521                          SUPERSEDED SURVEY CONTROL
 DQ5521
 DQ5521.No superseded survey control is available for this station.
 DQ5521
 DQ5521_MARKER: DB = BENCH MARK DISK
 DQ5521_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 DQ5521_STAMPING: 0705 I 1967
 DQ5521_MARK LOGO: MNHD
 DQ5521_PROJECTION: RECESSED 5 CENTIMETERS
 DQ5521_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DQ5521_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DQ5521_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ5521+SATELLITE: SATELLITE OBSERVATIONS - September 13, 2022
 DQ5521
 DQ5521  HISTORY     - Date     Condition        Report By
 DQ5521  HISTORY     - 19670401 MONUMENTED       MNHD
 DQ5521  HISTORY     - 20160504 GOOD             MNDT
 DQ5521  HISTORY     - 20200327 GOOD             MNDT
 DQ5521  HISTORY     - 20220913 GOOD             MNDT
 DQ5521
 DQ5521                          STATION DESCRIPTION
 DQ5521
 DQ5521'DESCRIBED BY MN DEPT OF TRANSP 2016 (KMS)
 DQ5521'THE MARK IS LOCATED ABOUT 3.0 MI (4.8 KM) WEST OF AMBOY.
 DQ5521'
 DQ5521'TO REACH THE MARK GO 2.45 MI (3.94 KM) WEST ALONG TRUNK HIGHWAY 30
 DQ5521'FROM THE JUNCTION OF TRUNK HIGHWAY 30 AND TRUNK HIGHWAY 169 (JUNCTION
 DQ5521'IS 0.5 MI (0.8 KM) NORTH OF AMBOY), AT TRUNK HIGHWAY 30 MILE POINT
 DQ5521'129.55.
 DQ5521'
 DQ5521'THE MARK IS LOCATED 59.8 FT (18.2 M) SOUTH OF TRUNK HIGHWAY 30, 34.5
 DQ5521'FT (10.5 M) EAST OF 513TH AVENUE.
 DQ5521
 DQ5521                          STATION RECOVERY (2020)
 DQ5521
 DQ5521'RECOVERY NOTE BY MN DEPT OF TRANSP 2020 (TXD)
 DQ5521'RECOVERED AS DESCRIBED.
 DQ5521
 DQ5521                          STATION RECOVERY (2022)
 DQ5521
 DQ5521'RECOVERY NOTE BY MN DEPT OF TRANSP 2022 (KMS)
 DQ5521'3.0 MI (4.8 KM) WEST OF AMBOY, 2.45 MI (3.94 KM) WEST ALONG TRUNK
 DQ5521'HIGHWAY 30 FROM THE JUNCTION OF TRUNK HIGHWAY 30 AND TRUNK HIGHWAY 169
 DQ5521'(THE JUNCTION IS 0.5 MI (0.8 KM) NORTH OF AMBOY), AT TRUNK HIGHWAY 30
 DQ5521'MILE POINT 129.55, 59.8 FT (18.2 M) SOUTH OF TRUNK HIGHWAY 30, 34.5 FT
 DQ5521'(10.5 M) EAST OF 513TH AVENUE, 1.0 FT (0.3 M) NORTH OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DQ5518 ***********************************************************************
 DQ5518  DESIGNATION -  0705 K
 DQ5518  PID         -  DQ5518
 DQ5518  STATE/COUNTY-  MN/BLUE EARTH
 DQ5518  COUNTRY     -  US
 DQ5518  USGS QUAD   -  AMBOY (2019)
 DQ5518
 DQ5518                         *CURRENT SURVEY CONTROL
 DQ5518  ______________________________________________________________________
 DQ5518* NAD 83(2011) POSITION- 43 53 30.15120(N) 094 11 08.90889(W)   ADJUSTED
 DQ5518* NAD 83(2011) ELLIP HT-   285.715 (meters)        (06/25/20)   ADJUSTED
 DQ5518* NAD 83(2011) EPOCH   -  2010.00
 DQ5518* NAVD 88 ORTHO HEIGHT -   313.905 (meters)     1029.87  (feet) ADJUSTED
 DQ5518  ______________________________________________________________________
 DQ5518  GEOID HEIGHT    -        -28.205 (meters)                     GEOID18
 DQ5518  NAD 83(2011) X  -   -336,053.686 (meters)                     COMP
 DQ5518  NAD 83(2011) Y  - -4,591,751.611 (meters)                     COMP
 DQ5518  NAD 83(2011) Z  -  4,399,626.436 (meters)                     COMP
 DQ5518  LAPLACE CORR    -         -2.87  (seconds)                    DEFLEC18
 DQ5518  DYNAMIC HEIGHT  -        313.849 (meters)     1029.69  (feet) COMP
 DQ5518  MODELED GRAVITY -    980,430.8   (mgal)                       NAVD 88
 DQ5518
 DQ5518  VERT ORDER      -  SECOND    CLASS I
 DQ5518
 DQ5518  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DQ5518  Standards:
 DQ5518         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DQ5518            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DQ5518  -------------------------------------------------------------------
 DQ5518  NETWORK    0.79   1.18           0.36   0.27   0.60      0.06534346
 DQ5518  -------------------------------------------------------------------
 DQ5518  Click here for local accuracies and other accuracy information.
 DQ5518
 DQ5518.The horizontal coordinates were established by GPS observations
 DQ5518.and adjusted by the MN DEPT OF TRANSP in June 2020.
 DQ5518
 DQ5518.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DQ5518.been affixed to the stable North American tectonic plate. See 
 DQ5518.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DQ5518
 DQ5518.The horizontal coordinates are valid at the epoch date displayed above
 DQ5518.which is a decimal equivalence of Year/Month/Day.
 DQ5518
 DQ5518.The orthometric height was determined by differential leveling and
 DQ5518.adjusted by the NATIONAL GEODETIC SURVEY
 DQ5518.in May 2019.
 DQ5518
 DQ5518.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ5518.GEOID18 height accuracy estimate available here.
 DQ5518
 DQ5518.Click photographs - Photos may exist for this station.
 DQ5518
 DQ5518.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DQ5518
 DQ5518.The Laplace correction was computed from DEFLEC18 derived deflections.
 DQ5518
 DQ5518.The ellipsoidal height was determined by GPS observations
 DQ5518.and is referenced to NAD 83.
 DQ5518
 DQ5518.The dynamic height is computed by dividing the NAVD 88
 DQ5518.geopotential number by the normal gravity value computed on the
 DQ5518.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ5518.degrees latitude (g = 980.6199 gals.).
 DQ5518
 DQ5518.The modeled gravity was interpolated from observed gravity values.
 DQ5518
 DQ5518. The following values were computed from the NAD 83(2011) position.
 DQ5518
 DQ5518;                    North         East     Units Scale Factor Converg.
 DQ5518;SPC MN S     -   199,096.988   785,070.303   MT  0.99997828   -0 07 48.9
 DQ5518;SPC MN S     -   653,204.03  2,575,684.82   sFT  0.99997828   -0 07 48.9
 DQ5518;UTM  15      - 4,860,528.638   404,755.872   MT  0.99971157   -0 49 19.8
 DQ5518
 DQ5518!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DQ5518!SPC MN S     -   0.99995520  x   0.99997828  =   0.99993348
 DQ5518!UTM  15      -   0.99995520  x   0.99971157  =   0.99966678
 DQ5518
 DQ5518_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVJ0475560528(NAD 83)
 DQ5518
 DQ5518                          SUPERSEDED SURVEY CONTROL
 DQ5518
 DQ5518.No superseded survey control is available for this station.
 DQ5518
 DQ5518_MARKER: I = METAL ROD
 DQ5518_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DQ5518_STAMPING: 0705 K 2016
 DQ5518_MARK LOGO: MNDT
 DQ5518_PROJECTION: RECESSED 5 CENTIMETERS
 DQ5518_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DQ5518_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ5518_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ5518+SATELLITE: SATELLITE OBSERVATIONS - September 13, 2022
 DQ5518_ROD/PIPE-DEPTH: 7.3 meters
 DQ5518
 DQ5518  HISTORY     - Date     Condition        Report By
 DQ5518  HISTORY     - 20160526 MONUMENTED       MNDT
 DQ5518  HISTORY     - 20200323 GOOD             MNDT
 DQ5518  HISTORY     - 20220913 GOOD             MNDT
 DQ5518
 DQ5518                          STATION DESCRIPTION
 DQ5518
 DQ5518'DESCRIBED BY MN DEPT OF TRANSP 2016
 DQ5518'THE MARK IS LOCATED ABOUT 1.5 MI (2.4 KM) WEST-NORTHWEST OF AMBOY.
 DQ5518'
 DQ5518'TO REACH THE MARK GO 0.7 MI (1.1 KM) WEST ALONG TRUNK HIGHWAY 30 FROM
 DQ5518'THE NORTH JUNCTION OF TRUNK HIGHWAY 30 AND TRUNK HIGHWAY 169 (JUNCTION
 DQ5518'IS 0.5 MI (0.8 KM) NORTHWEST OF AMBOY), AT TRUNK HIGHWAY 30 MILE POINT
 DQ5518'131.25.
 DQ5518'
 DQ5518'THE MARK IS LOCATED 55.2 FT (16.8 M) NORTH OF TRUNK HIGHWAY 30, 30.4
 DQ5518'FT (9.3 M) WEST OF A FIELD ENTRANCE, 1.5 FT (0.5 M) WEST OF A WITNESS
 DQ5518'POST.
 DQ5518'
 DQ5518'NOTE-THE STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM ROD
 DQ5518'DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION REMOVABLE DISK
 DQ5518'SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH PVC
 DQ5518'PIPE BACK FILLED WITH WASHED SAND.
 DQ5518
 DQ5518                          STATION RECOVERY (2020)
 DQ5518
 DQ5518'RECOVERY NOTE BY MN DEPT OF TRANSP 2020 (AXJ)
 DQ5518'RECOVERED AS DESCRIBED.
 DQ5518
 DQ5518                          STATION RECOVERY (2022)
 DQ5518
 DQ5518'RECOVERY NOTE BY MN DEPT OF TRANSP 2022 (KMS)
 DQ5518'1.5 MI (2.4 KM) WEST-NORTHWEST OF AMBOY, 0.7 MI (1.1 KM) WEST ALONG
 DQ5518'TRUNK HIGHWAY 30 FROM THE NORTH JUNCTION OF TRUNK HIGHWAY 30 AND TRUNK
 DQ5518'HIGHWAY 169 (THE JUNCTION IS 0.5 MI (0.8 KM) NORTHWEST OF AMBOY), AT
 DQ5518'TRUNK HIGHWAY 30 MILE POINT 131.25, 55.2 FT (16.8 M) NORTH OF TRUNK
 DQ5518'HIGHWAY 30, 30.4 FT (9.3 M) WEST OF A FIELD ENTRANCE, 1.5 FT (0.5 M)
 DQ5518'WEST OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DQ5520 ***********************************************************************
 DQ5520  DESIGNATION -  0705 L
 DQ5520  PID         -  DQ5520
 DQ5520  STATE/COUNTY-  MN/BLUE EARTH
 DQ5520  COUNTRY     -  US
 DQ5520  USGS QUAD   -  AMBOY (2019)
 DQ5520
 DQ5520                         *CURRENT SURVEY CONTROL
 DQ5520  ______________________________________________________________________
 DQ5520* NAD 83(2011) POSITION- 43 53 41.35179(N) 094 12 00.76856(W)   ADJUSTED
 DQ5520* NAD 83(2011) ELLIP HT-   278.630 (meters)        (06/25/20)   ADJUSTED
 DQ5520* NAD 83(2011) EPOCH   -  2010.00
 DQ5520* NAVD 88 ORTHO HEIGHT -   306.803 (meters)     1006.57  (feet) ADJUSTED
 DQ5520  ______________________________________________________________________
 DQ5520  GEOID HEIGHT    -        -28.188 (meters)                     GEOID18
 DQ5520  NAD 83(2011) X  -   -337,190.217 (meters)                     COMP
 DQ5520  NAD 83(2011) Y  - -4,591,422.839 (meters)                     COMP
 DQ5520  NAD 83(2011) Z  -  4,399,870.653 (meters)                     COMP
 DQ5520  LAPLACE CORR    -         -2.78  (seconds)                    DEFLEC18
 DQ5520  DYNAMIC HEIGHT  -        306.748 (meters)     1006.39  (feet) COMP
 DQ5520  MODELED GRAVITY -    980,431.1   (mgal)                       NAVD 88
 DQ5520
 DQ5520  VERT ORDER      -  SECOND    CLASS I
 DQ5520
 DQ5520  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DQ5520  Standards:
 DQ5520         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DQ5520            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DQ5520  -------------------------------------------------------------------
 DQ5520  NETWORK    0.81   1.23           0.37   0.28   0.63      0.04473833
 DQ5520  -------------------------------------------------------------------
 DQ5520  Click here for local accuracies and other accuracy information.
 DQ5520
 DQ5520.The horizontal coordinates were established by GPS observations
 DQ5520.and adjusted by the MN DEPT OF TRANSP in June 2020.
 DQ5520
 DQ5520.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DQ5520.been affixed to the stable North American tectonic plate. See 
 DQ5520.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DQ5520
 DQ5520.The horizontal coordinates are valid at the epoch date displayed above
 DQ5520.which is a decimal equivalence of Year/Month/Day.
 DQ5520
 DQ5520.The orthometric height was determined by differential leveling and
 DQ5520.adjusted by the NATIONAL GEODETIC SURVEY
 DQ5520.in May 2019.
 DQ5520
 DQ5520.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ5520.GEOID18 height accuracy estimate available here.
 DQ5520
 DQ5520.Click photographs - Photos may exist for this station.
 DQ5520
 DQ5520.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DQ5520
 DQ5520.The Laplace correction was computed from DEFLEC18 derived deflections.
 DQ5520
 DQ5520.The ellipsoidal height was determined by GPS observations
 DQ5520.and is referenced to NAD 83.
 DQ5520
 DQ5520.The dynamic height is computed by dividing the NAVD 88
 DQ5520.geopotential number by the normal gravity value computed on the
 DQ5520.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ5520.degrees latitude (g = 980.6199 gals.).
 DQ5520
 DQ5520.The modeled gravity was interpolated from observed gravity values.
 DQ5520
 DQ5520. The following values were computed from the NAD 83(2011) position.
 DQ5520
 DQ5520;                    North         East     Units Scale Factor Converg.
 DQ5520;SPC MN S     -   199,445.407   783,913.672   MT  0.99997771   -0 08 25.2
 DQ5520;SPC MN S     -   654,347.14  2,571,890.11   sFT  0.99997771   -0 08 25.2
 DQ5520;UTM  15      - 4,860,890.903   403,603.838   MT  0.99971429   -0 49 56.0
 DQ5520
 DQ5520!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DQ5520!SPC MN S     -   0.99995631  x   0.99997771  =   0.99993402
 DQ5520!UTM  15      -   0.99995631  x   0.99971429  =   0.99967061
 DQ5520
 DQ5520_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVJ0360360890(NAD 83)
 DQ5520
 DQ5520                          SUPERSEDED SURVEY CONTROL
 DQ5520
 DQ5520.No superseded survey control is available for this station.
 DQ5520
 DQ5520_MARKER: I = METAL ROD
 DQ5520_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DQ5520_STAMPING: 0705 L 2016
 DQ5520_MARK LOGO: MNDT
 DQ5520_PROJECTION: RECESSED 5 CENTIMETERS
 DQ5520_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DQ5520_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ5520_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ5520+SATELLITE: SATELLITE OBSERVATIONS - September 13, 2022
 DQ5520_ROD/PIPE-DEPTH: 13.7 meters
 DQ5520
 DQ5520  HISTORY     - Date     Condition        Report By
 DQ5520  HISTORY     - 20160601 MONUMENTED       MNDT
 DQ5520  HISTORY     - 20200323 GOOD             MNDT
 DQ5520  HISTORY     - 20220913 GOOD             MNDT
 DQ5520
 DQ5520                          STATION DESCRIPTION
 DQ5520
 DQ5520'DESCRIBED BY MN DEPT OF TRANSP 2016
 DQ5520'THE MARK IS LOCATED ABOUT 2.1 MI (3.4 KM) WEST-NORTHWEST OF AMBOY.
 DQ5520'
 DQ5520'TO REACH THE MARK GO 1.55 MI (2.49 KM) WEST ALONG TRUNK HIGHWAY 30
 DQ5520'FROM THE NORTH JUNCTION OF TRUNK HIGHWAY 30 AND TRUNK HIGHWAY 169
 DQ5520'(JUNCTION IS 0.5 MI (0.8 KM) NORTHWEST OF AMBOY), AT TRUNK HIGHWAY 30
 DQ5520'MILE POINT 130.45.
 DQ5520'
 DQ5520'THE MARK IS LOCATED 63.0 FT (19.2 M) NORTH OF TRUNK HIGHWAY 30, 57.5
 DQ5520'FT (17.5 M) WEST OF 518TH LANE, 1.5 FT (0.5 M) EAST OF A WITNESS POST.
 DQ5520'NOTE-THE STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM ROD
 DQ5520'DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION REMOVABLE DISK
 DQ5520'SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH PVC
 DQ5520'PIPE BACK FILLED WITH WASHED SAND.
 DQ5520
 DQ5520                          STATION RECOVERY (2020)
 DQ5520
 DQ5520'RECOVERY NOTE BY MN DEPT OF TRANSP 2020 (AXJ)
 DQ5520'RECOVERED AS DESCRIBED.
 DQ5520
 DQ5520                          STATION RECOVERY (2022)
 DQ5520
 DQ5520'RECOVERY NOTE BY MN DEPT OF TRANSP 2022 (KMS)
 DQ5520'2.1 MI (3.4 KM) WEST-NORTHWEST OF AMBOY, 1.55 MI (2.49 KM) WEST ALONG
 DQ5520'TRUNK HIGHWAY 30 FROM THE NORTH JUNCTION OF TRUNK HIGHWAY 30 AND TRUNK
 DQ5520'HIGHWAY 169 (THE JUNCTION IS 0.5 MI (0.8 KM) NORTHWEST OF AMBOY), AT
 DQ5520'TRUNK HIGHWAY 30 MILE POINT 130.45, 63.0 FT (19.2 M) NORTH OF TRUNK
 DQ5520'HIGHWAY 30, 57.5 FT (17.5 M) WEST OF 518TH LANE, 1.5 FT (0.5 M) EAST
 DQ5520'OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DQ5525 ***********************************************************************
 DQ5525  DESIGNATION -  0705 M
 DQ5525  PID         -  DQ5525
 DQ5525  STATE/COUNTY-  MN/BLUE EARTH
 DQ5525  COUNTRY     -  US
 DQ5525  USGS QUAD   -  WILLOW CREEK (2019)
 DQ5525
 DQ5525                         *CURRENT SURVEY CONTROL
 DQ5525  ______________________________________________________________________
 DQ5525* NAD 83(2011) POSITION- 43 53 42.45616(N) 094 15 46.94109(W)   ADJUSTED
 DQ5525* NAD 83(2011) ELLIP HT-   279.262 (meters)        (06/25/20)   ADJUSTED
 DQ5525* NAD 83(2011) EPOCH   -  2010.00
 DQ5525* NAVD 88 ORTHO HEIGHT -   307.381 (meters)     1008.47  (feet) ADJUSTED
 DQ5525  ______________________________________________________________________
 DQ5525  GEOID HEIGHT    -        -28.131 (meters)                     GEOID18
 DQ5525  NAD 83(2011) X  -   -342,222.856 (meters)                     COMP
 DQ5525  NAD 83(2011) Y  - -4,591,027.231 (meters)                     COMP
 DQ5525  NAD 83(2011) Z  -  4,399,895.654 (meters)                     COMP
 DQ5525  LAPLACE CORR    -         -1.86  (seconds)                    DEFLEC18
 DQ5525  DYNAMIC HEIGHT  -        307.326 (meters)     1008.29  (feet) COMP
 DQ5525  MODELED GRAVITY -    980,430.4   (mgal)                       NAVD 88
 DQ5525
 DQ5525  VERT ORDER      -  SECOND    CLASS I
 DQ5525
 DQ5525  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DQ5525  Standards:
 DQ5525         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DQ5525            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DQ5525  -------------------------------------------------------------------
 DQ5525  NETWORK    0.80   1.22           0.36   0.28   0.62      0.07206819
 DQ5525  -------------------------------------------------------------------
 DQ5525  Click here for local accuracies and other accuracy information.
 DQ5525
 DQ5525.The horizontal coordinates were established by GPS observations
 DQ5525.and adjusted by the MN DEPT OF TRANSP in June 2020.
 DQ5525
 DQ5525.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DQ5525.been affixed to the stable North American tectonic plate. See 
 DQ5525.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DQ5525
 DQ5525.The horizontal coordinates are valid at the epoch date displayed above
 DQ5525.which is a decimal equivalence of Year/Month/Day.
 DQ5525
 DQ5525.The orthometric height was determined by differential leveling and
 DQ5525.adjusted by the NATIONAL GEODETIC SURVEY
 DQ5525.in May 2019.
 DQ5525
 DQ5525.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ5525.GEOID18 height accuracy estimate available here.
 DQ5525
 DQ5525.Click photographs - Photos may exist for this station.
 DQ5525
 DQ5525.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DQ5525
 DQ5525.The Laplace correction was computed from DEFLEC18 derived deflections.
 DQ5525
 DQ5525.The ellipsoidal height was determined by GPS observations
 DQ5525.and is referenced to NAD 83.
 DQ5525
 DQ5525.The dynamic height is computed by dividing the NAVD 88
 DQ5525.geopotential number by the normal gravity value computed on the
 DQ5525.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ5525.degrees latitude (g = 980.6199 gals.).
 DQ5525
 DQ5525.The modeled gravity was interpolated from observed gravity values.
 DQ5525
 DQ5525. The following values were computed from the NAD 83(2011) position.
 DQ5525
 DQ5525;                    North         East     Units Scale Factor Converg.
 DQ5525;SPC MN S     -   199,493.795   778,866.010   MT  0.99997765   -0 11 03.7
 DQ5525;SPC MN S     -   654,505.89  2,555,329.57   sFT  0.99997765   -0 11 03.7
 DQ5525;UTM  15      - 4,861,000.190   398,558.427   MT  0.99972657   -0 52 32.8
 DQ5525
 DQ5525!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DQ5525!SPC MN S     -   0.99995621  x   0.99997765  =   0.99993386
 DQ5525!UTM  15      -   0.99995621  x   0.99972657  =   0.99968279
 DQ5525
 DQ5525_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUJ9855861000(NAD 83)
 DQ5525
 DQ5525                          SUPERSEDED SURVEY CONTROL
 DQ5525
 DQ5525.No superseded survey control is available for this station.
 DQ5525
 DQ5525_MARKER: I = METAL ROD
 DQ5525_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DQ5525_STAMPING: 0705 M 2016
 DQ5525_MARK LOGO: MNDT
 DQ5525_PROJECTION: RECESSED 5 CENTIMETERS
 DQ5525_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DQ5525_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ5525_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ5525+SATELLITE: SATELLITE OBSERVATIONS - September 13, 2022
 DQ5525_ROD/PIPE-DEPTH: 5.5 meters
 DQ5525
 DQ5525  HISTORY     - Date     Condition        Report By
 DQ5525  HISTORY     - 20160526 MONUMENTED       MNDT
 DQ5525  HISTORY     - 20200324 GOOD             MNDT
 DQ5525  HISTORY     - 20220913 GOOD             MNDT
 DQ5525
 DQ5525                          STATION DESCRIPTION
 DQ5525
 DQ5525'DESCRIBED BY MN DEPT OF TRANSP 2016
 DQ5525'THE MARK IS LOCATED ABOUT 5.2 MI (8.4 KM) WEST-NORTHWEST OF AMBOY.
 DQ5525'
 DQ5525'TO REACH THE MARK GO 4.75 MI (7.64 KM) WEST ALONG TRUNK HIGHWAY 30
 DQ5525'FROM THE NORTH JUNCTION OF TRUNK HIGHWAY 30 AND TRUNK HIGHWAY 169
 DQ5525'(JUNCTION IS 0.5 MI (0.8 KM) NORTHWEST OF AMBOY, AT TRUNK HIGHWAY 30
 DQ5525'MILE POINT 127.35.
 DQ5525'
 DQ5525'THE MARK IS LOCATED 69.5 FT (21.2 M) NORTH OF TRUNK HIGHWAY 30, 113.3
 DQ5525'FT (34.5 M) EAST-NORTHEAST OF THE NORTHEAST CORNER OF BRIDGE, 6.9 FT
 DQ5525'(2.1 M) SOUTH OF RIGHT-OF-WAY POST, 6.9 FT (2.1 M) SOUTH OF A WITNESS
 DQ5525'POST.
 DQ5525'
 DQ5525'NOTE-THE STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM ROD
 DQ5525'DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION REMOVABLE DISK
 DQ5525'SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH PVC
 DQ5525'PIPE BACK FILLED WITH WASHED SAND.
 DQ5525
 DQ5525                          STATION RECOVERY (2020)
 DQ5525
 DQ5525'RECOVERY NOTE BY MN DEPT OF TRANSP 2020 (AXJ)
 DQ5525'RECOVERED AS DESCRIBED.
 DQ5525
 DQ5525                          STATION RECOVERY (2022)
 DQ5525
 DQ5525'RECOVERY NOTE BY MN DEPT OF TRANSP 2022 (KMS)
 DQ5525'5.2 MI (8.4 KM) WEST-NORTHWEST OF AMBOY, 4.75 MI (7.64 KM) WEST ALONG
 DQ5525'TRUNK HIGHWAY 30 FROM THE NORTH JUNCTION OF TRUNK HIGHWAY 30 AND TRUNK
 DQ5525'HIGHWAY 169 (THE JUNCTION IS 0.5 MI (0.8 KM) NORTHWEST OF AMBOY, AT
 DQ5525'TRUNK HIGHWAY 30 MILE POINT 127.35, 69.5 FT (21.2 M) NORTH OF TRUNK
 DQ5525'HIGHWAY 30, 113.3 FT (34.5 M) EAST-NORTHEAST OF THE NORTHEAST CORNER
 DQ5525'OF A BRIDGE, 6.9 FT (2.1 M) SOUTH OF A RIGHT-OF-WAY POST, 6.9 FT (2.1
 DQ5525'M) SOUTH OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DQ5528 ***********************************************************************
 DQ5528  DESIGNATION -  0705 N
 DQ5528  PID         -  DQ5528
 DQ5528  STATE/COUNTY-  MN/BLUE EARTH
 DQ5528  COUNTRY     -  US
 DQ5528  USGS QUAD   -  WILLOW CREEK (2019)
 DQ5528
 DQ5528                         *CURRENT SURVEY CONTROL
 DQ5528  ______________________________________________________________________
 DQ5528* NAD 83(2011) POSITION- 43 53 29.52178(N) 094 16 43.36433(W)   ADJUSTED
 DQ5528* NAD 83(2011) ELLIP HT-   287.700 (meters)        (06/25/20)   ADJUSTED
 DQ5528* NAD 83(2011) EPOCH   -  2010.00
 DQ5528* NAVD 88 ORTHO HEIGHT -   315.807 (meters)     1036.11  (feet) ADJUSTED
 DQ5528  ______________________________________________________________________
 DQ5528  GEOID HEIGHT    -        -28.120 (meters)                     GEOID18
 DQ5528  NAD 83(2011) X  -   -343,499.812 (meters)                     COMP
 DQ5528  NAD 83(2011) Y  - -4,591,215.526 (meters)                     COMP
 DQ5528  NAD 83(2011) Z  -  4,399,613.811 (meters)                     COMP
 DQ5528  LAPLACE CORR    -         -1.98  (seconds)                    DEFLEC18
 DQ5528  DYNAMIC HEIGHT  -        315.750 (meters)     1035.92  (feet) COMP
 DQ5528  MODELED GRAVITY -    980,430.0   (mgal)                       NAVD 88
 DQ5528
 DQ5528  VERT ORDER      -  SECOND    CLASS I
 DQ5528
 DQ5528  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DQ5528  Standards:
 DQ5528         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DQ5528            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DQ5528  -------------------------------------------------------------------
 DQ5528  NETWORK    0.66   0.94           0.30   0.23   0.48      0.04892817
 DQ5528  -------------------------------------------------------------------
 DQ5528  Click here for local accuracies and other accuracy information.
 DQ5528
 DQ5528.The horizontal coordinates were established by GPS observations
 DQ5528.and adjusted by the MN DEPT OF TRANSP in June 2020.
 DQ5528
 DQ5528.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DQ5528.been affixed to the stable North American tectonic plate. See 
 DQ5528.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DQ5528
 DQ5528.The horizontal coordinates are valid at the epoch date displayed above
 DQ5528.which is a decimal equivalence of Year/Month/Day.
 DQ5528
 DQ5528.The orthometric height was determined by differential leveling and
 DQ5528.adjusted by the NATIONAL GEODETIC SURVEY
 DQ5528.in May 2019.
 DQ5528
 DQ5528.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ5528.GEOID18 height accuracy estimate available here.
 DQ5528
 DQ5528.Click photographs - Photos may exist for this station.
 DQ5528
 DQ5528.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DQ5528
 DQ5528.The Laplace correction was computed from DEFLEC18 derived deflections.
 DQ5528
 DQ5528.The ellipsoidal height was determined by GPS observations
 DQ5528.and is referenced to NAD 83.
 DQ5528
 DQ5528.The dynamic height is computed by dividing the NAVD 88
 DQ5528.geopotential number by the normal gravity value computed on the
 DQ5528.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ5528.degrees latitude (g = 980.6199 gals.).
 DQ5528
 DQ5528.The modeled gravity was interpolated from observed gravity values.
 DQ5528
 DQ5528. The following values were computed from the NAD 83(2011) position.
 DQ5528
 DQ5528;                    North         East     Units Scale Factor Converg.
 DQ5528;SPC MN S     -   199,098.773   777,605.391   MT  0.99997831   -0 11 43.3
 DQ5528;SPC MN S     -   653,209.89  2,551,193.69   sFT  0.99997831   -0 11 43.3
 DQ5528;UTM  15      - 4,860,620.503   397,293.449   MT  0.99972974   -0 53 11.8
 DQ5528
 DQ5528!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DQ5528!SPC MN S     -   0.99995489  x   0.99997831  =   0.99993320
 DQ5528!UTM  15      -   0.99995489  x   0.99972974  =   0.99968464
 DQ5528
 DQ5528_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUJ9729360620(NAD 83)
 DQ5528
 DQ5528                          SUPERSEDED SURVEY CONTROL
 DQ5528
 DQ5528.No superseded survey control is available for this station.
 DQ5528
 DQ5528_MARKER: I = METAL ROD
 DQ5528_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DQ5528_STAMPING: 0705 N 2016
 DQ5528_MARK LOGO: MNDT
 DQ5528_PROJECTION: RECESSED 5 CENTIMETERS
 DQ5528_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DQ5528_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ5528_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ5528+SATELLITE: SATELLITE OBSERVATIONS - September 14, 2022
 DQ5528_ROD/PIPE-DEPTH: 6.7 meters
 DQ5528
 DQ5528  HISTORY     - Date     Condition        Report By
 DQ5528  HISTORY     - 20160526 MONUMENTED       MNDT
 DQ5528  HISTORY     - 20200331 GOOD             MNDT
 DQ5528  HISTORY     - 20220914 GOOD             MNDT
 DQ5528
 DQ5528                          STATION DESCRIPTION
 DQ5528
 DQ5528'DESCRIBED BY MN DEPT OF TRANSP 2016
 DQ5528'THE MARK IS LOCATED ABOUT 6.1 MI (9.8 KM) WEST-NORTHWEST OF AMBOY.
 DQ5528'
 DQ5528'TO REACH THE MARK GO 5.6 MI (9.0 KM) WEST ALONG TRUNK HIGHWAY 30 FROM
 DQ5528'THE NORTH JUNCTION OF TRUNK HIGHWAY 30 AND TRUNK HIGHWAY 169 (JUNCTION
 DQ5528'IS 0.5 MI (0.8 KM) NORTHWEST OF AMBOY), AT TRUNK HIGHWAY 30 MILE POINT
 DQ5528'126.45.
 DQ5528'
 DQ5528'THE MARK IS LOCATED 58.5 FT (17.8 M) NORTH OF TRUNK HIGHWAY 30, 27.3
 DQ5528'FT (8.3 M) WEST OF A FIELD ENTRANCE, 5.0 FT (1.5 M) WEST OF A WITNESS
 DQ5528'POST.
 DQ5528'
 DQ5528'NOTE-THE STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM ROD
 DQ5528'DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION REMOVABLE DISK
 DQ5528'SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH PVC
 DQ5528'PIPE BACK FILLED WITH WASHED SAND.
 DQ5528
 DQ5528                          STATION RECOVERY (2020)
 DQ5528
 DQ5528'RECOVERY NOTE BY MN DEPT OF TRANSP 2020 (TXD)
 DQ5528'RECOVERED AS DESCRIBED.
 DQ5528
 DQ5528                          STATION RECOVERY (2022)
 DQ5528
 DQ5528'RECOVERY NOTE BY MN DEPT OF TRANSP 2022 (KMS)
 DQ5528'6.1 MI (9.8 KM) WEST-NORTHWEST OF AMBOY, 5.6 MI (9.0 KM) WEST ALONG
 DQ5528'TRUNK HIGHWAY 30 FROM THE NORTH JUNCTION OF TRUNK HIGHWAY 30 AND TRUNK
 DQ5528'HIGHWAY 169 (THE JUNCTION IS 0.5 MI (0.8 KM) NORTHWEST OF AMBOY), AT
 DQ5528'TRUNK HIGHWAY 30 MILE POINT 126.45, 58.5 FT (17.8 M) NORTH OF TRUNK
 DQ5528'HIGHWAY 30, 27.3 FT (8.3 M) WEST OF A FIELD ENTRANCE, 5.0 FT (1.5 M)
 DQ5528'WEST OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DQ5533 ***********************************************************************
 DQ5533  DESIGNATION -  0705 P
 DQ5533  PID         -  DQ5533
 DQ5533  STATE/COUNTY-  MN/BLUE EARTH
 DQ5533  COUNTRY     -  US
 DQ5533  USGS QUAD   -  WILLOW CREEK (2019)
 DQ5533
 DQ5533                         *CURRENT SURVEY CONTROL
 DQ5533  ______________________________________________________________________
 DQ5533* NAD 83(2011) POSITION- 43 53 30.18861(N) 094 20 40.29727(W)   ADJUSTED
 DQ5533* NAD 83(2011) ELLIP HT-   291.624 (meters)        (06/25/20)   ADJUSTED
 DQ5533* NAD 83(2011) EPOCH   -  2010.00
 DQ5533* NAVD 88 ORTHO HEIGHT -   319.680 (meters)     1048.82  (feet) ADJUSTED
 DQ5533  ______________________________________________________________________
 DQ5533  GEOID HEIGHT    -        -28.066 (meters)                     GEOID18
 DQ5533  NAD 83(2011) X  -   -348,772.570 (meters)                     COMP
 DQ5533  NAD 83(2011) Y  - -4,590,806.516 (meters)                     COMP
 DQ5533  NAD 83(2011) Z  -  4,399,631.364 (meters)                     COMP
 DQ5533  LAPLACE CORR    -         -1.94  (seconds)                    DEFLEC18
 DQ5533  DYNAMIC HEIGHT  -        319.623 (meters)     1048.63  (feet) COMP
 DQ5533  MODELED GRAVITY -    980,430.0   (mgal)                       NAVD 88
 DQ5533
 DQ5533  VERT ORDER      -  SECOND    CLASS I
 DQ5533
 DQ5533  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DQ5533  Standards:
 DQ5533         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DQ5533            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DQ5533  -------------------------------------------------------------------
 DQ5533  NETWORK    0.85   1.23           0.39   0.29   0.63      0.06329080
 DQ5533  -------------------------------------------------------------------
 DQ5533  Click here for local accuracies and other accuracy information.
 DQ5533
 DQ5533.The horizontal coordinates were established by GPS observations
 DQ5533.and adjusted by the MN DEPT OF TRANSP in June 2020.
 DQ5533
 DQ5533.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DQ5533.been affixed to the stable North American tectonic plate. See 
 DQ5533.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DQ5533
 DQ5533.The horizontal coordinates are valid at the epoch date displayed above
 DQ5533.which is a decimal equivalence of Year/Month/Day.
 DQ5533
 DQ5533.The orthometric height was determined by differential leveling and
 DQ5533.adjusted by the NATIONAL GEODETIC SURVEY
 DQ5533.in May 2019.
 DQ5533
 DQ5533.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ5533.GEOID18 height accuracy estimate available here.
 DQ5533
 DQ5533.Click photographs - Photos may exist for this station.
 DQ5533
 DQ5533.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DQ5533
 DQ5533.The Laplace correction was computed from DEFLEC18 derived deflections.
 DQ5533
 DQ5533.The ellipsoidal height was determined by GPS observations
 DQ5533.and is referenced to NAD 83.
 DQ5533
 DQ5533.The dynamic height is computed by dividing the NAVD 88
 DQ5533.geopotential number by the normal gravity value computed on the
 DQ5533.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ5533.degrees latitude (g = 980.6199 gals.).
 DQ5533
 DQ5533.The modeled gravity was interpolated from observed gravity values.
 DQ5533
 DQ5533. The following values were computed from the NAD 83(2011) position.
 DQ5533
 DQ5533;                    North         East     Units Scale Factor Converg.
 DQ5533;SPC MN S     -   199,139.513   772,317.277   MT  0.99997828   -0 14 29.4
 DQ5533;SPC MN S     -   653,343.55  2,533,844.27   sFT  0.99997828   -0 14 29.4
 DQ5533;UTM  15      - 4,860,724.989   392,007.489   MT  0.99974344   -0 55 56.1
 DQ5533
 DQ5533!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DQ5533!SPC MN S     -   0.99995427  x   0.99997828  =   0.99993255
 DQ5533!UTM  15      -   0.99995427  x   0.99974344  =   0.99969773
 DQ5533
 DQ5533_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUJ9200760724(NAD 83)
 DQ5533
 DQ5533                          SUPERSEDED SURVEY CONTROL
 DQ5533
 DQ5533.No superseded survey control is available for this station.
 DQ5533
 DQ5533_MARKER: I = METAL ROD
 DQ5533_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DQ5533_STAMPING: 0705 P 2016
 DQ5533_MARK LOGO: MNDT
 DQ5533_PROJECTION: RECESSED 5 CENTIMETERS
 DQ5533_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DQ5533_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ5533_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ5533+SATELLITE: SATELLITE OBSERVATIONS - September 13, 2022
 DQ5533_ROD/PIPE-DEPTH: 11.3 meters
 DQ5533
 DQ5533  HISTORY     - Date     Condition        Report By
 DQ5533  HISTORY     - 20160601 MONUMENTED       MNDT
 DQ5533  HISTORY     - 20200325 GOOD             MNDT
 DQ5533  HISTORY     - 20220913 GOOD             MNDT
 DQ5533
 DQ5533                          STATION DESCRIPTION
 DQ5533
 DQ5533'DESCRIBED BY MN DEPT OF TRANSP 2016
 DQ5533'THE MARK IS LOCATED ABOUT 4.7 MI (7.6 KM) EAST-SOUTHEAST OF
 DQ5533'LEWISVILLE.
 DQ5533'
 DQ5533'TO REACH THE MARK GO 4.35 MI (7.00 KM) EAST ALONG TRUNK HIGHWAY 30
 DQ5533'FROM THE JUNCTION OF TRUNK HIGHWAY 30 AND TRUNK HIGHWAY 15 (JUNCTION
 DQ5533'IS 2.5 MI (4.0 KM) SOUTH OF LEWISVILLE), AT TRUNK HIGHWAY 30 MILE
 DQ5533'POINT 123.2.
 DQ5533'
 DQ5533'THE MARK IS LOCATED 69.5 FT (21.2 M) NORTH OF TRUNK HIGHWAY 30, 4.5 FT
 DQ5533'(1.4 M) SOUTH OF RIGHT-OF-WAY POST, 4.5 FT (1.4 M) SOUTH OF A WITNESS
 DQ5533'POST.
 DQ5533'
 DQ5533'NOTE-THE STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM ROD
 DQ5533'DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION REMOVABLE DISK
 DQ5533'SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH PVC
 DQ5533'PIPE BACK FILLED WITH WASHED SAND.
 DQ5533
 DQ5533                          STATION RECOVERY (2020)
 DQ5533
 DQ5533'RECOVERY NOTE BY MN DEPT OF TRANSP 2020 (AXJ)
 DQ5533'RECOVERED AS DESCRIBED.
 DQ5533
 DQ5533                          STATION RECOVERY (2022)
 DQ5533
 DQ5533'RECOVERY NOTE BY MN DEPT OF TRANSP 2022 (KMS)
 DQ5533'4.7 MI (7.6 KM) EAST-SOUTHEAST OF LEWISVILLE, 4.35 MI (7.00 KM) EAST
 DQ5533'ALONG TRUNK HIGHWAY 30 FROM THE JUNCTION OF TRUNK HIGHWAY 30 AND TRUNK
 DQ5533'HIGHWAY 15 (THE JUNCTION IS 2.5 MI (4.0 KM) SOUTH OF LEWISVILLE), AT
 DQ5533'TRUNK HIGHWAY 30 MILE POINT 123.2, 69.5 FT (21.2 M) NORTH OF TRUNK
 DQ5533'HIGHWAY 30, 4.5 FT (1.4 M) SOUTH OF A RIGHT-OF-WAY POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DQ5515 ***********************************************************************
 DQ5515  DESIGNATION -  0706 A 1
 DQ5515  PID         -  DQ5515
 DQ5515  STATE/COUNTY-  MN/BLUE EARTH
 DQ5515  COUNTRY     -  US
 DQ5515  USGS QUAD   -  AMBOY (2019)
 DQ5515
 DQ5515                         *CURRENT SURVEY CONTROL
 DQ5515  ______________________________________________________________________
 DQ5515* NAD 83(1986) POSITION- 43 53 15.84   (N) 094 08 36.26   (W)   HD_HELD1
 DQ5515* NAVD 88 ORTHO HEIGHT -   312.918 (meters)     1026.63  (feet) ADJUSTED
 DQ5515  ______________________________________________________________________
 DQ5515  GEOID HEIGHT    -        -28.261 (meters)                     GEOID18
 DQ5515  DYNAMIC HEIGHT  -        312.861 (meters)     1026.44  (feet) COMP
 DQ5515  MODELED GRAVITY -    980,429.5   (mgal)                       NAVD 88
 DQ5515
 DQ5515  VERT ORDER      -  SECOND    CLASS I
 DQ5515
 DQ5515.The horizontal coordinates were determined by differentially corrected
 DQ5515.hand held GPS observations or other comparable positioning techniques
 DQ5515.and have an estimated accuracy of +/- 3 meters.
 DQ5515
 DQ5515.The orthometric height was determined by differential leveling and
 DQ5515.adjusted by the NATIONAL GEODETIC SURVEY
 DQ5515.in May 2019.
 DQ5515
 DQ5515.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ5515.GEOID18 height accuracy estimate available here.
 DQ5515
 DQ5515.Click photographs - Photos may exist for this station.
 DQ5515
 DQ5515.The dynamic height is computed by dividing the NAVD 88
 DQ5515.geopotential number by the normal gravity value computed on the
 DQ5515.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ5515.degrees latitude (g = 980.6199 gals.).
 DQ5515
 DQ5515.The modeled gravity was interpolated from observed gravity values.
 DQ5515
 DQ5515;                    North         East    Units  Estimated Accuracy
 DQ5515;SPC MN S     -   198,648.4     788,476.6     MT  (+/- 3 meters HH1 GPS) 
 DQ5515
 DQ5515_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVJ0815560039(NAD 83)
 DQ5515
 DQ5515                          SUPERSEDED SURVEY CONTROL
 DQ5515
 DQ5515.No superseded survey control is available for this station.
 DQ5515
 DQ5515_MARKER: DB = BENCH MARK DISK
 DQ5515_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 DQ5515_STAMPING: 0706 A 1 1973
 DQ5515_MARK LOGO: MNHD
 DQ5515_PROJECTION: RECESSED 8 CENTIMETERS
 DQ5515_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DQ5515_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DQ5515_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ5515+SATELLITE: SATELLITE OBSERVATIONS - September 13, 2022
 DQ5515
 DQ5515  HISTORY     - Date     Condition        Report By
 DQ5515  HISTORY     - 19730401 MONUMENTED       MNHD
 DQ5515  HISTORY     - 20160504 GOOD             MNDT
 DQ5515  HISTORY     - 20220913 GOOD             MNDT
 DQ5515
 DQ5515                          STATION DESCRIPTION
 DQ5515
 DQ5515'DESCRIBED BY MN DEPT OF TRANSP 2016 (MAS)
 DQ5515'THE MARK IS LOCATED ABOUT 0.5 MI (0.8 KM) EAST OF AMBOY.
 DQ5515'
 DQ5515'TO REACH THE MARK GO 1.3 MI (2.1 KM) EAST ALONG TRUNK HIGHWAY 30 FROM
 DQ5515'THE SOUTH JUNCTION OF TRUNK HIGHWAY 30 AND TRUNK HIGHWAY 169 IN AMBOY,
 DQ5515'AT TRUNK HIGHWAY 30 MILE POINT 133.5.
 DQ5515'
 DQ5515'THE MARK IS LOCATED 73.0 FT (22.3 M) SOUTH OF TRUNK HIGHWAY 30, 58.6
 DQ5515'FT (17.9 M) EAST OF COUNTY ROAD 149 (532ND AVENUE) EXTENDED, 1.0 FT
 DQ5515'(0.3 M) NORTH OF A WITNESS POST.
 DQ5515
 DQ5515                          STATION RECOVERY (2022)
 DQ5515
 DQ5515'RECOVERY NOTE BY MN DEPT OF TRANSP 2022 (KMS)
 DQ5515'0.5 MI (0.8 KM) EAST OF AMBOY, 1.3 MI (2.1 KM) EAST ALONG TRUNK
 DQ5515'HIGHWAY 30 FROM THE SOUTH JUNCTION OF TRUNK HIGHWAY 30 AND TRUNK
 DQ5515'HIGHWAY 169 IN AMBOY, AT TRUNK HIGHWAY 30 MILE POINT 133.5, 73.0 FT
 DQ5515'(22.3 M) SOUTH OF TRUNK HIGHWAY 30, 58.6 FT (17.9 M) EAST OF COUNTY
 DQ5515'ROAD 149 (532ND AVENUE) EXTENDED, 1.0 FT (0.3 M) NORTH OF A WITNESS
 DQ5515'POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DQ5513 ***********************************************************************
 DQ5513  DESIGNATION -  0706 C 1
 DQ5513  PID         -  DQ5513
 DQ5513  STATE/COUNTY-  MN/BLUE EARTH
 DQ5513  COUNTRY     -  US
 DQ5513  USGS QUAD   -  AMBOY (2019)
 DQ5513
 DQ5513                         *CURRENT SURVEY CONTROL
 DQ5513  ______________________________________________________________________
 DQ5513* NAD 83(1986) POSITION- 43 53 16.53   (N) 094 07 38.86   (W)   HD_HELD1
 DQ5513* NAVD 88 ORTHO HEIGHT -   307.313 (meters)     1008.24  (feet) ADJUSTED
 DQ5513  ______________________________________________________________________
 DQ5513  GEOID HEIGHT    -        -28.283 (meters)                     GEOID18
 DQ5513  DYNAMIC HEIGHT  -        307.257 (meters)     1008.06  (feet) COMP
 DQ5513  MODELED GRAVITY -    980,428.9   (mgal)                       NAVD 88
 DQ5513
 DQ5513  VERT ORDER      -  SECOND    CLASS I
 DQ5513
 DQ5513.The horizontal coordinates were determined by differentially corrected
 DQ5513.hand held GPS observations or other comparable positioning techniques
 DQ5513.and have an estimated accuracy of +/- 3 meters.
 DQ5513
 DQ5513.The orthometric height was determined by differential leveling and
 DQ5513.adjusted by the NATIONAL GEODETIC SURVEY
 DQ5513.in May 2019.
 DQ5513
 DQ5513.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ5513.GEOID18 height accuracy estimate available here.
 DQ5513
 DQ5513.Click photographs - Photos may exist for this station.
 DQ5513
 DQ5513.The dynamic height is computed by dividing the NAVD 88
 DQ5513.geopotential number by the normal gravity value computed on the
 DQ5513.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ5513.degrees latitude (g = 980.6199 gals.).
 DQ5513
 DQ5513.The modeled gravity was interpolated from observed gravity values.
 DQ5513
 DQ5513;                    North         East    Units  Estimated Accuracy
 DQ5513;SPC MN S     -   198,667.6     789,757.8     MT  (+/- 3 meters HH1 GPS) 
 DQ5513
 DQ5513_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVJ0943660042(NAD 83)
 DQ5513
 DQ5513                          SUPERSEDED SURVEY CONTROL
 DQ5513
 DQ5513.No superseded survey control is available for this station.
 DQ5513
 DQ5513_MARKER: DB = BENCH MARK DISK
 DQ5513_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 DQ5513_SP_SET: BOX CULVERT HEADWALL
 DQ5513_STAMPING: 0706 C 1 1973
 DQ5513_MARK LOGO: MNHD
 DQ5513_MAGNETIC: N = NO MAGNETIC MATERIAL
 DQ5513_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DQ5513+STABILITY: SURFACE MOTION
 DQ5513_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DQ5513+SATELLITE: SATELLITE OBSERVATIONS - September 13, 2022
 DQ5513
 DQ5513  HISTORY     - Date     Condition        Report By
 DQ5513  HISTORY     - 19730401 MONUMENTED       MNHD
 DQ5513  HISTORY     - 20160504 GOOD             MNDT
 DQ5513  HISTORY     - 20220913 GOOD             MNDT
 DQ5513
 DQ5513                          STATION DESCRIPTION
 DQ5513
 DQ5513'DESCRIBED BY MN DEPT OF TRANSP 2016 (KMS)
 DQ5513'THE MARK IS LOCATED ABOUT 1.3 MI (2.1 KM) EAST OF AMBOY.
 DQ5513'
 DQ5513'TO REACH THE MARK GO 2.1 MI (3.4 KM) EAST ALONG TRUNK HIGHWAY 30 FROM
 DQ5513'THE SOUTH JUNCTION OF TRUNK HIGHWAY 30 AND TRUNK HIGHWAY 169 IN AMBOY,
 DQ5513'IN SOUTHEAST HEADWALL OF TRUNK HIGHWAY 30 BOX CULVERT OVER DITCH, AT
 DQ5513'TRUNK HIGHWAY 30 MILE POINT 134.3.
 DQ5513'
 DQ5513'THE MARK IS LOCATED 41.0 FT (12.5 M) SOUTH OF TRUNK HIGHWAY 30.
 DQ5513
 DQ5513                          STATION RECOVERY (2022)
 DQ5513
 DQ5513'RECOVERY NOTE BY MN DEPT OF TRANSP 2022 (KMS)
 DQ5513'1.3 MI (2.1 KM) EAST OF AMBOY, 2.1 MI (3.4 KM) EAST ALONG TRUNK
 DQ5513'HIGHWAY 30 FROM THE SOUTH JUNCTION OF TRUNK HIGHWAY 30 AND TRUNK
 DQ5513'HIGHWAY 169 IN AMBOY, IN THE SOUTHEAST HEADWALL OF A TRUNK HIGHWAY 30
 DQ5513'BOX CULVERT OVER A DITCH, AT TRUNK HIGHWAY 30 MILE POINT 134.3, 41.0
 DQ5513'FT (12.5 M) SOUTH OF TRUNK HIGHWAY 30.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DQ5512 ***********************************************************************
 DQ5512  DESIGNATION -  0706 D 2
 DQ5512  PID         -  DQ5512
 DQ5512  STATE/COUNTY-  MN/BLUE EARTH
 DQ5512  COUNTRY     -  US
 DQ5512  USGS QUAD   -  STERLING CENTER (2019)
 DQ5512
 DQ5512                         *CURRENT SURVEY CONTROL
 DQ5512  ______________________________________________________________________
 DQ5512* NAD 83(2011) POSITION- 43 53 15.95192(N) 094 06 27.53507(W)   ADJUSTED
 DQ5512* NAD 83(2011) ELLIP HT-   284.138 (meters)        (06/25/20)   ADJUSTED
 DQ5512* NAD 83(2011) EPOCH   -  2010.00
 DQ5512* NAVD 88 ORTHO HEIGHT -   312.434 (meters)     1025.04  (feet) ADJUSTED
 DQ5512  ______________________________________________________________________
 DQ5512  GEOID HEIGHT    -        -28.312 (meters)                     GEOID18
 DQ5512  NAD 83(2011) X  -   -329,811.271 (meters)                     COMP
 DQ5512  NAD 83(2011) Y  - -4,592,507.685 (meters)                     COMP
 DQ5512  NAD 83(2011) Z  -  4,399,309.495 (meters)                     COMP
 DQ5512  LAPLACE CORR    -         -3.75  (seconds)                    DEFLEC18
 DQ5512  DYNAMIC HEIGHT  -        312.377 (meters)     1024.86  (feet) COMP
 DQ5512  MODELED GRAVITY -    980,428.0   (mgal)                       NAVD 88
 DQ5512
 DQ5512  VERT ORDER      -  SECOND    CLASS I
 DQ5512
 DQ5512  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DQ5512  Standards:
 DQ5512         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DQ5512            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DQ5512  -------------------------------------------------------------------
 DQ5512  NETWORK    0.79   1.18           0.36   0.27   0.60      0.07950539
 DQ5512  -------------------------------------------------------------------
 DQ5512  Click here for local accuracies and other accuracy information.
 DQ5512
 DQ5512.The horizontal coordinates were established by GPS observations
 DQ5512.and adjusted by the MN DEPT OF TRANSP in June 2020.
 DQ5512
 DQ5512.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DQ5512.been affixed to the stable North American tectonic plate. See 
 DQ5512.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DQ5512
 DQ5512.The horizontal coordinates are valid at the epoch date displayed above
 DQ5512.which is a decimal equivalence of Year/Month/Day.
 DQ5512
 DQ5512.The orthometric height was determined by differential leveling and
 DQ5512.adjusted by the NATIONAL GEODETIC SURVEY
 DQ5512.in May 2019.
 DQ5512
 DQ5512.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ5512.GEOID18 height accuracy estimate available here.
 DQ5512
 DQ5512.Click photographs - Photos may exist for this station.
 DQ5512
 DQ5512.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DQ5512
 DQ5512.The Laplace correction was computed from DEFLEC18 derived deflections.
 DQ5512
 DQ5512.The ellipsoidal height was determined by GPS observations
 DQ5512.and is referenced to NAD 83.
 DQ5512
 DQ5512.The dynamic height is computed by dividing the NAVD 88
 DQ5512.geopotential number by the normal gravity value computed on the
 DQ5512.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ5512.degrees latitude (g = 980.6199 gals.).
 DQ5512
 DQ5512.The modeled gravity was interpolated from observed gravity values.
 DQ5512
 DQ5512. The following values were computed from the NAD 83(2011) position.
 DQ5512
 DQ5512;                    North         East     Units Scale Factor Converg.
 DQ5512;SPC MN S     -   198,647.480   791,349.838   MT  0.99997901   -0 04 31.6
 DQ5512;SPC MN S     -   651,729.27  2,596,286.93   sFT  0.99997901   -0 04 31.6
 DQ5512;UTM  15      - 4,860,003.444   411,027.797   MT  0.99969736   -0 46 04.5
 DQ5512
 DQ5512!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DQ5512!SPC MN S     -   0.99995545  x   0.99997901  =   0.99993446
 DQ5512!UTM  15      -   0.99995545  x   0.99969736  =   0.99965282
 DQ5512
 DQ5512_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVJ1102760003(NAD 83)
 DQ5512
 DQ5512                          SUPERSEDED SURVEY CONTROL
 DQ5512
 DQ5512.No superseded survey control is available for this station.
 DQ5512
 DQ5512_MARKER: DB = BENCH MARK DISK
 DQ5512_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 DQ5512_STAMPING: 0706 D 2 1967
 DQ5512_MARK LOGO: MNHD
 DQ5512_PROJECTION: RECESSED 13 CENTIMETERS
 DQ5512_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DQ5512_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DQ5512_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ5512+SATELLITE: SATELLITE OBSERVATIONS - September 13, 2022
 DQ5512
 DQ5512  HISTORY     - Date     Condition        Report By
 DQ5512  HISTORY     - 19730401 MONUMENTED       MNHD
 DQ5512  HISTORY     - 20160504 GOOD             MNDT
 DQ5512  HISTORY     - 20200323 GOOD             MNDT
 DQ5512  HISTORY     - 20220913 GOOD             MNDT
 DQ5512
 DQ5512                          STATION DESCRIPTION
 DQ5512
 DQ5512'DESCRIBED BY MN DEPT OF TRANSP 2016 (KMS)
 DQ5512'THE MARK IS LOCATED ABOUT 2.2 MI (3.5 KM) EAST OF AMBOY.
 DQ5512'
 DQ5512'TO REACH THE MARK GO 3.0 MI (4.8 KM) EAST ALONG TRUNK HIGHWAY 30 FROM
 DQ5512'THE SOUTH JUNCTION OF TRUNK HIGHWAY 30 AND TRUNK HIGHWAY 169 IN AMBOY,
 DQ5512'AT TRUNK HIGHWAY 30 MILE POINT 135.30.
 DQ5512'
 DQ5512'THE MARK IS LOCATED 104.0 FT (31.7 M) SOUTH OF TRUNK HIGHWAY 30, 86.5
 DQ5512'FT (26.4 M) EAST OF COUNTY ROAD 150 (542ND AVENUE).
 DQ5512
 DQ5512                          STATION RECOVERY (2020)
 DQ5512
 DQ5512'RECOVERY NOTE BY MN DEPT OF TRANSP 2020 (SXL)
 DQ5512'THE STATION IS 1.0 FT (0.3 M) NORTH OF A WITNESS POST.
 DQ5512
 DQ5512                          STATION RECOVERY (2022)
 DQ5512
 DQ5512'RECOVERY NOTE BY MN DEPT OF TRANSP 2022 (KMS)
 DQ5512'2.2 MI (3.5 KM) EAST OF AMBOY, 3.0 MI (4.8 KM) EAST ALONG TRUNK
 DQ5512'HIGHWAY 30 FROM THE SOUTH JUNCTION OF TRUNK HIGHWAY 30 AND TRUNK
 DQ5512'HIGHWAY 169 IN AMBOY, AT TRUNK HIGHWAY 30 MILE POINT 135.30, 104.0 FT
 DQ5512'(31.7 M) SOUTH OF TRUNK HIGHWAY 30, 86.5 FT (26.4 M) EAST OF COUNTY
 DQ5512'ROAD 150 (542ND AVENUE), 1.0 FT (0.3 M) NORTH OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DQ5510 ***********************************************************************
 DQ5510  DESIGNATION -  0706 F 1
 DQ5510  PID         -  DQ5510
 DQ5510  STATE/COUNTY-  MN/BLUE EARTH
 DQ5510  COUNTRY     -  US
 DQ5510  USGS QUAD   -  STERLING CENTER (2019)
 DQ5510
 DQ5510                         *CURRENT SURVEY CONTROL
 DQ5510  ______________________________________________________________________
 DQ5510* NAD 83(1986) POSITION- 43 53 15.42   (N) 094 04 42.06   (W)   HD_HELD1
 DQ5510* NAVD 88 ORTHO HEIGHT -   320.641 (meters)     1051.97  (feet) ADJUSTED
 DQ5510  ______________________________________________________________________
 DQ5510  GEOID HEIGHT    -        -28.360 (meters)                     GEOID18
 DQ5510  DYNAMIC HEIGHT  -        320.582 (meters)     1051.78  (feet) COMP
 DQ5510  MODELED GRAVITY -    980,426.8   (mgal)                       NAVD 88
 DQ5510
 DQ5510  VERT ORDER      -  SECOND    CLASS I
 DQ5510
 DQ5510.The horizontal coordinates were determined by differentially corrected
 DQ5510.hand held GPS observations or other comparable positioning techniques
 DQ5510.and have an estimated accuracy of +/- 3 meters.
 DQ5510
 DQ5510.The orthometric height was determined by differential leveling and
 DQ5510.adjusted by the NATIONAL GEODETIC SURVEY
 DQ5510.in May 2019.
 DQ5510
 DQ5510.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ5510.GEOID18 height accuracy estimate available here.
 DQ5510
 DQ5510.Click photographs - Photos may exist for this station.
 DQ5510
 DQ5510.The dynamic height is computed by dividing the NAVD 88
 DQ5510.geopotential number by the normal gravity value computed on the
 DQ5510.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ5510.degrees latitude (g = 980.6199 gals.).
 DQ5510
 DQ5510.The modeled gravity was interpolated from observed gravity values.
 DQ5510
 DQ5510;                    North         East    Units  Estimated Accuracy
 DQ5510;SPC MN S     -   198,628.4     793,704.1     MT  (+/- 3 meters HH1 GPS) 
 DQ5510
 DQ5510_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVJ1338159955(NAD 83)
 DQ5510
 DQ5510                          SUPERSEDED SURVEY CONTROL
 DQ5510
 DQ5510.No superseded survey control is available for this station.
 DQ5510
 DQ5510_MARKER: DB = BENCH MARK DISK
 DQ5510_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 DQ5510_STAMPING: 0706 F 1 1973
 DQ5510_MARK LOGO: MNHD
 DQ5510_PROJECTION: RECESSED 5 CENTIMETERS
 DQ5510_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DQ5510_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DQ5510_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ5510+SATELLITE: SATELLITE OBSERVATIONS - September 13, 2022
 DQ5510
 DQ5510  HISTORY     - Date     Condition        Report By
 DQ5510  HISTORY     - 19730401 MONUMENTED       MNHD
 DQ5510  HISTORY     - 20160504 GOOD             MNDT
 DQ5510  HISTORY     - 20220913 GOOD             MNDT
 DQ5510
 DQ5510                          STATION DESCRIPTION
 DQ5510
 DQ5510'DESCRIBED BY MN DEPT OF TRANSP 2016 (KMS)
 DQ5510'THE MARK IS LOCATED ABOUT 3.8 MI (6.1 KM) EAST OF AMBOY.
 DQ5510'
 DQ5510'TO REACH THE MARK GO 4.6 MI (7.4 KM) EAST ALONG TRUNK HIGHWAY 30 FROM
 DQ5510'THE SOUTH JUNCTION OF TRUNK HIGHWAY 30 AND TRUNK HIGHWAY 169 IN AMBOY,
 DQ5510'AT TRUNK HIGHWAY 30 MILE POINT 136.75.
 DQ5510'
 DQ5510'THE MARK IS LOCATED 120 FT (36.6 M) SOUTH OF TRUNK HIGHWAY 30, 2.0 FT
 DQ5510'(0.6 M) WEST OF COUNTY ROAD 1 (550TH AVENUE), 14.2 FT (4.3 M) SOUTH OF
 DQ5510'STATION STERLING CENTER, 1.0 FT (0.3 M) EAST OF A WITNESS POST.
 DQ5510
 DQ5510                          STATION RECOVERY (2022)
 DQ5510
 DQ5510'RECOVERY NOTE BY MN DEPT OF TRANSP 2022 (KMS)
 DQ5510'3.8 MI (6.1 KM) EAST OF AMBOY, 4.6 MI (7.4 KM) EAST ALONG TRUNK
 DQ5510'HIGHWAY 30 FROM THE SOUTH JUNCTION OF TRUNK HIGHWAY 30 AND TRUNK
 DQ5510'HIGHWAY 169 IN AMBOY, AT TRUNK HIGHWAY 30 MILE POINT 136.75, 120.0 FT
 DQ5510'(36.6 M) SOUTH OF TRUNK HIGHWAY 30, 2.0 FT (0.6 M) WEST OF COUNTY ROAD
 DQ5510'1 (550TH AVENUE), 14.2 FT (4.3 M) SOUTH OF STATION STERLING CENTER,
 DQ5510'1.0 FT (0.3 M) EAST OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DQ5509 ***********************************************************************
 DQ5509  DESIGNATION -  0706 G
 DQ5509  PID         -  DQ5509
 DQ5509  STATE/COUNTY-  MN/BLUE EARTH
 DQ5509  COUNTRY     -  US
 DQ5509  USGS QUAD   -  STERLING CENTER (2019)
 DQ5509
 DQ5509                         *CURRENT SURVEY CONTROL
 DQ5509  ______________________________________________________________________
 DQ5509* NAD 83(2011) POSITION- 43 53 39.98711(N) 094 03 43.58412(W)   ADJUSTED
 DQ5509* NAD 83(2011) ELLIP HT-   274.434 (meters)        (06/25/20)   ADJUSTED
 DQ5509* NAD 83(2011) EPOCH   -  2010.00
 DQ5509* NAVD 88 ORTHO HEIGHT -   302.819 (meters)      993.50  (feet) ADJUSTED
 DQ5509  ______________________________________________________________________
 DQ5509  GEOID HEIGHT    -        -28.383 (meters)                     GEOID18
 DQ5509  NAD 83(2011) X  -   -326,123.854 (meters)                     COMP
 DQ5509  NAD 83(2011) Y  - -4,592,248.384 (meters)                     COMP
 DQ5509  NAD 83(2011) Z  -  4,399,837.391 (meters)                     COMP
 DQ5509  LAPLACE CORR    -         -4.38  (seconds)                    DEFLEC18
 DQ5509  DYNAMIC HEIGHT  -        302.764 (meters)      993.32  (feet) COMP
 DQ5509  MODELED GRAVITY -    980,427.0   (mgal)                       NAVD 88
 DQ5509
 DQ5509  VERT ORDER      -  SECOND    CLASS I
 DQ5509
 DQ5509  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DQ5509  Standards:
 DQ5509         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DQ5509            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DQ5509  -------------------------------------------------------------------
 DQ5509  NETWORK    0.85   1.20           0.39   0.29   0.61      0.12230943
 DQ5509  -------------------------------------------------------------------
 DQ5509  Click here for local accuracies and other accuracy information.
 DQ5509
 DQ5509.The horizontal coordinates were established by GPS observations
 DQ5509.and adjusted by the MN DEPT OF TRANSP in June 2020.
 DQ5509
 DQ5509.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DQ5509.been affixed to the stable North American tectonic plate. See 
 DQ5509.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DQ5509
 DQ5509.The horizontal coordinates are valid at the epoch date displayed above
 DQ5509.which is a decimal equivalence of Year/Month/Day.
 DQ5509
 DQ5509.The orthometric height was determined by differential leveling and
 DQ5509.adjusted by the NATIONAL GEODETIC SURVEY
 DQ5509.in May 2019.
 DQ5509
 DQ5509.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ5509.GEOID18 height accuracy estimate available here.
 DQ5509
 DQ5509.Click photographs - Photos may exist for this station.
 DQ5509
 DQ5509.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DQ5509
 DQ5509.The Laplace correction was computed from DEFLEC18 derived deflections.
 DQ5509
 DQ5509.The ellipsoidal height was determined by GPS observations
 DQ5509.and is referenced to NAD 83.
 DQ5509
 DQ5509.The dynamic height is computed by dividing the NAVD 88
 DQ5509.geopotential number by the normal gravity value computed on the
 DQ5509.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ5509.degrees latitude (g = 980.6199 gals.).
 DQ5509
 DQ5509.The modeled gravity was interpolated from observed gravity values.
 DQ5509
 DQ5509. The following values were computed from the NAD 83(2011) position.
 DQ5509
 DQ5509;                    North         East     Units Scale Factor Converg.
 DQ5509;SPC MN S     -   199,385.484   795,009.946   MT  0.99997778   -0 02 36.7
 DQ5509;SPC MN S     -   654,150.54  2,608,295.13   sFT  0.99997778   -0 02 36.7
 DQ5509;UTM  15      - 4,860,696.948   414,695.515   MT  0.99968950   -0 44 11.2
 DQ5509
 DQ5509!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DQ5509!SPC MN S     -   0.99995697  x   0.99997778  =   0.99993475
 DQ5509!UTM  15      -   0.99995697  x   0.99968950  =   0.99964648
 DQ5509
 DQ5509_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVJ1469560696(NAD 83)
 DQ5509
 DQ5509                          SUPERSEDED SURVEY CONTROL
 DQ5509
 DQ5509.No superseded survey control is available for this station.
 DQ5509
 DQ5509_MARKER: DB = BENCH MARK DISK
 DQ5509_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 DQ5509_STAMPING: 0706 G 1967
 DQ5509_MARK LOGO: MNHD
 DQ5509_PROJECTION: RECESSED 13 CENTIMETERS
 DQ5509_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DQ5509_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DQ5509_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ5509+SATELLITE: SATELLITE OBSERVATIONS - September 13, 2022
 DQ5509
 DQ5509  HISTORY     - Date     Condition        Report By
 DQ5509  HISTORY     - 19670401 MONUMENTED       MNHD
 DQ5509  HISTORY     - 20160504 GOOD             MNDT
 DQ5509  HISTORY     - 20200319 GOOD             MNDT
 DQ5509  HISTORY     - 20220913 GOOD             MNDT
 DQ5509
 DQ5509                          STATION DESCRIPTION
 DQ5509
 DQ5509'DESCRIBED BY MN DEPT OF TRANSP 2016 (KMS)
 DQ5509'THE MARK IS LOCATED ABOUT 4.7 MI (7.6 KM) NORTH-NORTHEAST OF AMBOY.
 DQ5509'
 DQ5509'TO REACH THE MARK GO 5.5 MI (8.8 KM) EAST ALONG TRUNK HIGHWAY 30 FROM
 DQ5509'THE SOUTH JUNCTION OF TRUNK HIGHWAY 30 AND TRUNK HIGHWAY 169 IN AMBOY,
 DQ5509'AT TRUNK HIGHWAY 30 MILE POINT 137.7.
 DQ5509'
 DQ5509'THE MARK IS LOCATED 73.5 FT (22.4 M) SOUTHEAST OF TRUNK HIGHWAY 30,
 DQ5509'1.0 FT (0.3 M) NORTHWEST OF A WITNESS POST.
 DQ5509
 DQ5509                          STATION RECOVERY (2020)
 DQ5509
 DQ5509'RECOVERY NOTE BY MN DEPT OF TRANSP 2020 (SXL)
 DQ5509'RECOVERED AS DESCRIBED.
 DQ5509
 DQ5509                          STATION RECOVERY (2022)
 DQ5509
 DQ5509'RECOVERY NOTE BY MN DEPT OF TRANSP 2022 (KMS)
 DQ5509'4.7 MI (7.6 KM) NORTH-NORTHEAST OF AMBOY, 5.5 MI (8.8 KM) EAST ALONG
 DQ5509'TRUNK HIGHWAY 30 FROM THE SOUTH JUNCTION OF TRUNK HIGHWAY 30 AND TRUNK
 DQ5509'HIGHWAY 169 IN AMBOY, AT TRUNK HIGHWAY 30 MILE POINT 137.7, 73.5 FT
 DQ5509'(22.4 M) SOUTHEAST OF TRUNK HIGHWAY 30, 1.0 FT (0.3 M) NORTHWEST OF A
 DQ5509'WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DQ5508 ***********************************************************************
 DQ5508  DESIGNATION -  0706 G 1
 DQ5508  PID         -  DQ5508
 DQ5508  STATE/COUNTY-  MN/BLUE EARTH
 DQ5508  COUNTRY     -  US
 DQ5508  USGS QUAD   -  STERLING CENTER (2019)
 DQ5508
 DQ5508                         *CURRENT SURVEY CONTROL
 DQ5508  ______________________________________________________________________
 DQ5508* NAD 83(1986) POSITION- 43 53 47.73   (N) 094 03 29.77   (W)   HD_HELD1
 DQ5508* NAVD 88 ORTHO HEIGHT -   302.639 (meters)      992.91  (feet) ADJUSTED
 DQ5508  ______________________________________________________________________
 DQ5508  GEOID HEIGHT    -        -28.388 (meters)                     GEOID18
 DQ5508  DYNAMIC HEIGHT  -        302.583 (meters)      992.72  (feet) COMP
 DQ5508  MODELED GRAVITY -    980,427.2   (mgal)                       NAVD 88
 DQ5508
 DQ5508  VERT ORDER      -  SECOND    CLASS I
 DQ5508
 DQ5508.The horizontal coordinates were determined by differentially corrected
 DQ5508.hand held GPS observations or other comparable positioning techniques
 DQ5508.and have an estimated accuracy of +/- 3 meters.
 DQ5508
 DQ5508.The orthometric height was determined by differential leveling and
 DQ5508.adjusted by the NATIONAL GEODETIC SURVEY
 DQ5508.in May 2019.
 DQ5508
 DQ5508.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ5508.GEOID18 height accuracy estimate available here.
 DQ5508
 DQ5508.Click photographs - Photos may exist for this station.
 DQ5508
 DQ5508.The dynamic height is computed by dividing the NAVD 88
 DQ5508.geopotential number by the normal gravity value computed on the
 DQ5508.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ5508.degrees latitude (g = 980.6199 gals.).
 DQ5508
 DQ5508.The modeled gravity was interpolated from observed gravity values.
 DQ5508
 DQ5508;                    North         East    Units  Estimated Accuracy
 DQ5508;SPC MN S     -   199,624.2     795,318.4     MT  (+/- 3 meters HH1 GPS) 
 DQ5508
 DQ5508_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVJ1500660931(NAD 83)
 DQ5508
 DQ5508                          SUPERSEDED SURVEY CONTROL
 DQ5508
 DQ5508.No superseded survey control is available for this station.
 DQ5508
 DQ5508_MARKER: DB = BENCH MARK DISK
 DQ5508_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 DQ5508_SP_SET: BOX CULVERT
 DQ5508_STAMPING: 0706 G 1 1973
 DQ5508_MARK LOGO: MNHD
 DQ5508_MAGNETIC: N = NO MAGNETIC MATERIAL
 DQ5508_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DQ5508+STABILITY: SURFACE MOTION
 DQ5508_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DQ5508+SATELLITE: SATELLITE OBSERVATIONS - September 13, 2022
 DQ5508
 DQ5508  HISTORY     - Date     Condition        Report By
 DQ5508  HISTORY     - 19730401 MONUMENTED       MNHD
 DQ5508  HISTORY     - 20160504 GOOD             MNDT
 DQ5508  HISTORY     - 20220913 GOOD             MNDT
 DQ5508
 DQ5508                          STATION DESCRIPTION
 DQ5508
 DQ5508'DESCRIBED BY MN DEPT OF TRANSP 2016 (KMS)
 DQ5508'THE MARK IS LOCATED ABOUT 4.9 MI (7.9 KM) NORTH-NORTHEAST OF AMBOY.
 DQ5508'
 DQ5508'TO REACH THE MARK GO 5.7 MI (9.2 KM) EAST ALONG TRUNK HIGHWAY 30 FROM
 DQ5508'THE SOUTH JUNCTION OF TRUNK HIGHWAY 30 AND TRUNK HIGHWAY 169 IN AMBOY,
 DQ5508'IN SOUTHEAST CORNER OF TRUNK HIGHWAY 30 BOX CULVERT NUMBER 6796 OVER
 DQ5508'RICE CREEK, AT TRUNK HIGHWAY 30 MILE POINT 137.9.
 DQ5508'
 DQ5508'THE MARK IS LOCATED 41.0 FT (12.5 M) SOUTHEAST OF TRUNK HIGHWAY 30.
 DQ5508
 DQ5508                          STATION RECOVERY (2022)
 DQ5508
 DQ5508'RECOVERY NOTE BY MN DEPT OF TRANSP 2022 (KMS)
 DQ5508'4.9 MI (7.9 KM) NORTH-NORTHEAST OF AMBOY, 5.7 MI (9.2 KM) EAST ALONG
 DQ5508'TRUNK HIGHWAY 30 FROM THE SOUTH JUNCTION OF TRUNK HIGHWAY 30 AND TRUNK
 DQ5508'HIGHWAY 169 IN AMBOY, IN THE SOUTHEAST CORNER OF TRUNK HIGHWAY 30 BOX
 DQ5508'CULVERT NUMBER 6796 OVER RICE CREEK, AT TRUNK HIGHWAY 30 MILE POINT
 DQ5508'137.9, 41.0 FT (12.5 M) SOUTHEAST OF TRUNK HIGHWAY 30.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DQ5507 ***********************************************************************
 DQ5507  DESIGNATION -  0706 H
 DQ5507  PID         -  DQ5507
 DQ5507  STATE/COUNTY-  MN/BLUE EARTH
 DQ5507  COUNTRY     -  US
 DQ5507  USGS QUAD   -  STERLING CENTER (2019)
 DQ5507
 DQ5507                         *CURRENT SURVEY CONTROL
 DQ5507  ______________________________________________________________________
 DQ5507* NAD 83(1986) POSITION- 43 53 56.42   (N) 094 03 16.86   (W)   HD_HELD1
 DQ5507* NAVD 88 ORTHO HEIGHT -   311.508 (meters)     1022.01  (feet) ADJUSTED
 DQ5507  ______________________________________________________________________
 DQ5507  GEOID HEIGHT    -        -28.392 (meters)                     GEOID18
 DQ5507  DYNAMIC HEIGHT  -        311.451 (meters)     1021.82  (feet) COMP
 DQ5507  MODELED GRAVITY -    980,427.4   (mgal)                       NAVD 88
 DQ5507
 DQ5507  VERT ORDER      -  SECOND    CLASS I
 DQ5507
 DQ5507.The horizontal coordinates were determined by differentially corrected
 DQ5507.hand held GPS observations or other comparable positioning techniques
 DQ5507.and have an estimated accuracy of +/- 3 meters.
 DQ5507
 DQ5507.The orthometric height was determined by differential leveling and
 DQ5507.adjusted by the NATIONAL GEODETIC SURVEY
 DQ5507.in May 2019.
 DQ5507
 DQ5507.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ5507.GEOID18 height accuracy estimate available here.
 DQ5507
 DQ5507.Click photographs - Photos may exist for this station.
 DQ5507
 DQ5507.The dynamic height is computed by dividing the NAVD 88
 DQ5507.geopotential number by the normal gravity value computed on the
 DQ5507.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ5507.degrees latitude (g = 980.6199 gals.).
 DQ5507
 DQ5507.The modeled gravity was interpolated from observed gravity values.
 DQ5507
 DQ5507;                    North         East    Units  Estimated Accuracy
 DQ5507;SPC MN S     -   199,892.2     795,606.7     MT  (+/- 3 meters HH1 GPS) 
 DQ5507
 DQ5507_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVJ1529861196(NAD 83)
 DQ5507
 DQ5507                          SUPERSEDED SURVEY CONTROL
 DQ5507
 DQ5507.No superseded survey control is available for this station.
 DQ5507
 DQ5507_MARKER: DB = BENCH MARK DISK
 DQ5507_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 DQ5507_STAMPING: 0706 H 1973
 DQ5507_MARK LOGO: MNHD
 DQ5507_PROJECTION: PROJECTING 15 CENTIMETERS
 DQ5507_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DQ5507_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DQ5507_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DQ5507+SATELLITE: SATELLITE OBSERVATIONS - September 13, 2022
 DQ5507
 DQ5507  HISTORY     - Date     Condition        Report By
 DQ5507  HISTORY     - 19670401 MONUMENTED       MNHD
 DQ5507  HISTORY     - 20160504 GOOD             MNDT
 DQ5507  HISTORY     - 20220913 GOOD             MNDT
 DQ5507
 DQ5507                          STATION DESCRIPTION
 DQ5507
 DQ5507'DESCRIBED BY MN DEPT OF TRANSP 2016 (KMS)
 DQ5507'THE MARK IS LOCATED ABOUT 5.2 MI (8.4 KM) NORTH-NORTHEAST OF AMBOY.
 DQ5507'
 DQ5507'TO REACH THE MARK GO 6.0 MI (9.7 KM) EAST ALONG TRUNK HIGHWAY 30 FROM
 DQ5507'THE SOUTH JUNCTION OF TRUNK HIGHWAY 30 AND TRUNK HIGHWAY 169 IN AMBOY,
 DQ5507'AT TRUNK HIGHWAY 30 MILE POINT 138.2.
 DQ5507'
 DQ5507'THE MARK IS LOCATED 108.3 FT (33.0 M) NORTHWEST OF TRUNK HIGHWAY 30,
 DQ5507'97.5 FT (29.7 M) NORTH OF COUNTY ROAD 151 (119TH STREET), 1.0 FT (0.3
 DQ5507'M) SOUTHEAST OF A WITNESS POST.
 DQ5507
 DQ5507                          STATION RECOVERY (2022)
 DQ5507
 DQ5507'RECOVERY NOTE BY MN DEPT OF TRANSP 2022 (KMS)
 DQ5507'5.2 MI (8.4 KM) NORTH-NORTHEAST OF AMBOY, 6.0 MI (9.7 KM) EAST ALONG
 DQ5507'TRUNK HIGHWAY 30 FROM THE SOUTH JUNCTION OF TRUNK HIGHWAY 30 AND TRUNK
 DQ5507'HIGHWAY 169 IN AMBOY, AT TRUNK HIGHWAY 30 MILE POINT 138.2, 108.3 FT
 DQ5507'(33.0 M) NORTHWEST OF TRUNK HIGHWAY 30, 97.5 FT (29.7 M) NORTH OF
 DQ5507'COUNTY ROAD 151 (119TH STREET), 1.0 FT (0.3 M) SOUTHEAST OF A WITNESS
 DQ5507'POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DQ5501 ***********************************************************************
 DQ5501  DESIGNATION -  0706 K
 DQ5501  PID         -  DQ5501
 DQ5501  STATE/COUNTY-  MN/BLUE EARTH
 DQ5501  COUNTRY     -  US
 DQ5501  USGS QUAD   -  STERLING CENTER (2019)
 DQ5501
 DQ5501                         *CURRENT SURVEY CONTROL
 DQ5501  ______________________________________________________________________
 DQ5501* NAD 83(2011) POSITION- 43 55 24.18727(N) 094 01 06.43732(W)   ADJUSTED
 DQ5501* NAD 83(2011) ELLIP HT-   279.650 (meters)        (06/25/20)   ADJUSTED
 DQ5501* NAD 83(2011) EPOCH   -  2010.00
 DQ5501* NAVD 88 ORTHO HEIGHT -   308.076 (meters)     1010.75  (feet) ADJUSTED
 DQ5501  ______________________________________________________________________
 DQ5501  GEOID HEIGHT    -        -28.435 (meters)                     GEOID18
 DQ5501  NAD 83(2011) X  -   -322,469.024 (meters)                     COMP
 DQ5501  NAD 83(2011) Y  - -4,590,274.285 (meters)                     COMP
 DQ5501  NAD 83(2011) Z  -  4,402,158.080 (meters)                     COMP
 DQ5501  LAPLACE CORR    -         -4.93  (seconds)                    DEFLEC18
 DQ5501  DYNAMIC HEIGHT  -        308.021 (meters)     1010.57  (feet) COMP
 DQ5501  MODELED GRAVITY -    980,429.1   (mgal)                       NAVD 88
 DQ5501
 DQ5501  VERT ORDER      -  SECOND    CLASS I
 DQ5501
 DQ5501  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DQ5501  Standards:
 DQ5501         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DQ5501            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DQ5501  -------------------------------------------------------------------
 DQ5501  NETWORK    0.88   1.33           0.40   0.31   0.68      0.09145425
 DQ5501  -------------------------------------------------------------------
 DQ5501  Click here for local accuracies and other accuracy information.
 DQ5501
 DQ5501.The horizontal coordinates were established by GPS observations
 DQ5501.and adjusted by the MN DEPT OF TRANSP in June 2020.
 DQ5501
 DQ5501.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DQ5501.been affixed to the stable North American tectonic plate. See 
 DQ5501.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DQ5501
 DQ5501.The horizontal coordinates are valid at the epoch date displayed above
 DQ5501.which is a decimal equivalence of Year/Month/Day.
 DQ5501
 DQ5501.The orthometric height was determined by differential leveling and
 DQ5501.adjusted by the NATIONAL GEODETIC SURVEY
 DQ5501.in May 2019.
 DQ5501
 DQ5501.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ5501.GEOID18 height accuracy estimate available here.
 DQ5501
 DQ5501.Click photographs - Photos may exist for this station.
 DQ5501
 DQ5501.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DQ5501
 DQ5501.The Laplace correction was computed from DEFLEC18 derived deflections.
 DQ5501
 DQ5501.The ellipsoidal height was determined by GPS observations
 DQ5501.and is referenced to NAD 83.
 DQ5501
 DQ5501.The dynamic height is computed by dividing the NAVD 88
 DQ5501.geopotential number by the normal gravity value computed on the
 DQ5501.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ5501.degrees latitude (g = 980.6199 gals.).
 DQ5501
 DQ5501.The modeled gravity was interpolated from observed gravity values.
 DQ5501
 DQ5501. The following values were computed from the NAD 83(2011) position.
 DQ5501
 DQ5501;                    North         East     Units Scale Factor Converg.
 DQ5501;SPC MN S     -   202,599.711   798,517.947   MT  0.99997260   -0 00 46.6
 DQ5501;SPC MN S     -   664,695.89  2,619,804.30   sFT  0.99997260   -0 00 46.6
 DQ5501;UTM  15      - 4,863,867.578   418,241.123   MT  0.99968221   -0 42 23.5
 DQ5501
 DQ5501!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DQ5501!SPC MN S     -   0.99995615  x   0.99997260  =   0.99992875
 DQ5501!UTM  15      -   0.99995615  x   0.99968221  =   0.99963837
 DQ5501
 DQ5501_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVJ1824163867(NAD 83)
 DQ5501
 DQ5501                          SUPERSEDED SURVEY CONTROL
 DQ5501
 DQ5501.No superseded survey control is available for this station.
 DQ5501
 DQ5501_MARKER: DB = BENCH MARK DISK
 DQ5501_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 DQ5501_STAMPING: 0706 K 1967
 DQ5501_MARK LOGO: MNHD
 DQ5501_PROJECTION: RECESSED 5 CENTIMETERS
 DQ5501_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DQ5501_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DQ5501_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ5501+SATELLITE: SATELLITE OBSERVATIONS - September 13, 2022
 DQ5501
 DQ5501  HISTORY     - Date     Condition        Report By
 DQ5501  HISTORY     - 19670401 MONUMENTED       MNHD
 DQ5501  HISTORY     - 20160504 GOOD             MNDT
 DQ5501  HISTORY     - 20200318 GOOD             MNDT
 DQ5501  HISTORY     - 20220913 GOOD             MNDT
 DQ5501
 DQ5501                          STATION DESCRIPTION
 DQ5501
 DQ5501'DESCRIBED BY MN DEPT OF TRANSP 2016 (KMS)
 DQ5501'THE MARK IS LOCATED ABOUT 3.0 MI (4.8 KM) WEST OF MAPLETON.
 DQ5501'
 DQ5501'TO REACH THE MARK GO 3.75 MI (6.03 KM) WEST ALONG TRUNK HIGHWAY 30
 DQ5501'FROM THE NORTH JUNCTION OF TRUNK HIGHWAY 30 AND TRUNK HIGHWAY 22 IN
 DQ5501'MAPLETON, AT TRUNK HIGHWAY 30 MILE POINT 140.65.
 DQ5501'
 DQ5501'THE MARK IS LOCATED 92.1 FT (28.1 M) SOUTHEAST OF TRUNK HIGHWAY 30,
 DQ5501'74.8 FT (22.8 M) WEST OF 565TH AVENUE, 1.0 FT (0.3 M) NORTH OF A
 DQ5501'WITNESS POST.
 DQ5501
 DQ5501                          STATION RECOVERY (2020)
 DQ5501
 DQ5501'RECOVERY NOTE BY MN DEPT OF TRANSP 2020 (MPP)
 DQ5501'RECOVERED AS DESCRIBED.
 DQ5501
 DQ5501                          STATION RECOVERY (2022)
 DQ5501
 DQ5501'RECOVERY NOTE BY MN DEPT OF TRANSP 2022 (KMS)
 DQ5501'3.0 MI (4.8 KM) WEST OF MAPLETON, 3.75 MI (6.03 KM) WEST ALONG TRUNK
 DQ5501'HIGHWAY 30 FROM THE NORTH JUNCTION OF TRUNK HIGHWAY 30 AND TRUNK
 DQ5501'HIGHWAY 22 IN MAPLETON, AT TRUNK HIGHWAY 30 MILE POINT 140.65, 92.1 FT
 DQ5501'(28.1 M) SOUTHEAST OF TRUNK HIGHWAY 30, 74.8 FT (22.8 M) WEST OF 565TH
 DQ5501'AVENUE, 1.0 FT (0.3 M) NORTH OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DG5519 ***********************************************************************
 DG5519  DESIGNATION -  0706 L
 DG5519  PID         -  DG5519
 DG5519  STATE/COUNTY-  MN/BLUE EARTH
 DG5519  COUNTRY     -  US
 DG5519  USGS QUAD   -  MAPLETON (2019)
 DG5519
 DG5519                         *CURRENT SURVEY CONTROL
 DG5519  ______________________________________________________________________
 DG5519* NAD 83(2011) POSITION- 43 55 38.81804(N) 093 59 55.45498(W)   ADJUSTED
 DG5519* NAD 83(2011) ELLIP HT-   282.414 (meters)        (06/27/12)   ADJUSTED
 DG5519* NAD 83(2011) EPOCH   -  2010.00
 DG5519* NAVD 88 ORTHO HEIGHT -   310.884 (meters)     1019.96  (feet) ADJUSTED
 DG5519  ______________________________________________________________________
 DG5519  GEOID HEIGHT    -        -28.471 (meters)                     GEOID18
 DG5519  NAD 83(2011) X  -   -320,867.637 (meters)                     COMP
 DG5519  NAD 83(2011) Y  - -4,590,074.459 (meters)                     COMP
 DG5519  NAD 83(2011) Z  -  4,402,485.249 (meters)                     COMP
 DG5519  LAPLACE CORR    -         -5.36  (seconds)                    DEFLEC18
 DG5519  DYNAMIC HEIGHT  -        310.827 (meters)     1019.77  (feet) COMP
 DG5519  MODELED GRAVITY -    980,427.9   (mgal)                       NAVD 88
 DG5519
 DG5519  VERT ORDER      -  SECOND    CLASS I
 DG5519
 DG5519  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DG5519  Standards:
 DG5519         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DG5519            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DG5519  -------------------------------------------------------------------
 DG5519  NETWORK    0.33   0.51           0.15   0.11   0.26      0.01586595
 DG5519  -------------------------------------------------------------------
 DG5519  Click here for local accuracies and other accuracy information.
 DG5519
 DG5519.The horizontal coordinates were established by GPS observations
 DG5519.and adjusted by the National Geodetic Survey in June 2012.
 DG5519
 DG5519.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DG5519.been affixed to the stable North American tectonic plate. See 
 DG5519.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DG5519
 DG5519.The horizontal coordinates are valid at the epoch date displayed above
 DG5519.which is a decimal equivalence of Year/Month/Day.
 DG5519
 DG5519.The orthometric height was determined by differential leveling and
 DG5519.adjusted by the NATIONAL GEODETIC SURVEY
 DG5519.in May 2019.
 DG5519
 DG5519.Significant digits in the geoid height do not necessarily reflect accuracy.
 DG5519.GEOID18 height accuracy estimate available here.
 DG5519
 DG5519.Click photographs - Photos may exist for this station.
 DG5519
 DG5519.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DG5519
 DG5519.The Laplace correction was computed from DEFLEC18 derived deflections.
 DG5519
 DG5519.The ellipsoidal height was determined by GPS observations
 DG5519.and is referenced to NAD 83.
 DG5519
 DG5519.The dynamic height is computed by dividing the NAVD 88
 DG5519.geopotential number by the normal gravity value computed on the
 DG5519.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DG5519.degrees latitude (g = 980.6199 gals.).
 DG5519
 DG5519.The modeled gravity was interpolated from observed gravity values.
 DG5519
 DG5519. The following values were computed from the NAD 83(2011) position.
 DG5519
 DG5519;                    North         East     Units Scale Factor Converg.
 DG5519;SPC MN S     -   203,051.098   800,101.381   MT  0.99997189   +0 00 03.2
 DG5519;SPC MN S     -   666,176.81  2,624,999.28   sFT  0.99997189   +0 00 03.2
 DG5519;UTM  15      - 4,864,299.635   419,829.442   MT  0.99967905   -0 41 34.5
 DG5519
 DG5519!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG5519!SPC MN S     -   0.99995572  x   0.99997189  =   0.99992761
 DG5519!UTM  15      -   0.99995572  x   0.99967905  =   0.99963478
 DG5519
 DG5519_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVJ1982964299(NAD 83)
 DG5519
 DG5519                          SUPERSEDED SURVEY CONTROL
 DG5519
 DG5519  NAD 83(2007)-  43 55 38.81803(N)    093 59 55.45573(W) AD(2002.00) 0
 DG5519  ELLIP H (02/10/07)  282.439  (m)                       GP(2002.00)    
 DG5519  NAD 83(1996)-  43 55 38.81733(N)    093 59 55.45492(W) AD(       ) 1
 DG5519  ELLIP H (05/18/04)  282.477  (m)                       GP(       ) 3 1
 DG5519  NAVD 88 (05/18/04)  310.9    (m)  GEOID99  model used  GPS OBS        
 DG5519
 DG5519.Superseded values are not recommended for survey control.
 DG5519
 DG5519.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG5519.See file dsdata.pdf to determine how the superseded data were derived.
 DG5519
 DG5519_MARKER: DB = BENCH MARK DISK
 DG5519_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 DG5519_STAMPING: 0706 L 1967
 DG5519_MARK LOGO: MNHD
 DG5519_PROJECTION: RECESSED 8 CENTIMETERS
 DG5519_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DG5519_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DG5519_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG5519+SATELLITE: SATELLITE OBSERVATIONS - September 13, 2022
 DG5519
 DG5519  HISTORY     - Date     Condition        Report By
 DG5519  HISTORY     - 1967     MONUMENTED       MNHD
 DG5519  HISTORY     - 20030805 GOOD             MNDT
 DG5519  HISTORY     - 20050422 GOOD             MNDT
 DG5519  HISTORY     - 20160504 GOOD             MNDT
 DG5519  HISTORY     - 20191009 GOOD             MNDT
 DG5519  HISTORY     - 20200319 GOOD             MNDT
 DG5519  HISTORY     - 20220913 GOOD             MNDT
 DG5519
 DG5519                          STATION DESCRIPTION
 DG5519
 DG5519'DESCRIBED BY MN DEPT OF TRANSP 2003 (MPP)
 DG5519'THE MARK IS 1.5 MILES (2.4 KM) WEST OF MAPLETON, 2.6 MILES (4.2 KM)
 DG5519'WEST OF NORTH JUNCTION OF TRUNK HIGHWAY 22 AND TRUNK HIGHWAY 30.  THE
 DG5519'MARK IS A MINNESOTA HIGHWAY DEPARTMENT BENCHMARK DISK IN A CONCRETE
 DG5519'MONUMENT, 44 FT (13.4 M) WEST OF THE CENTER OF TOWNSHIP ROAD 571 AVE,
 DG5519'75 FT (22.9 M) SOUTH OF THE CENTERLINE OF TRUNK HIGHWAY 30 AT
 DG5519'MILEPOINT 141.7, 1.1 FT (0.3 M) SOUTH OF WITNESS POST, RECESSED 3
 DG5519'INCHES, MAGNETIC.
 DG5519
 DG5519                          STATION RECOVERY (2005)
 DG5519
 DG5519'RECOVERY NOTE BY MN DEPT OF TRANSP 2005 (BA)
 DG5519'1.5 MILES WEST OF MAPLETON, 2.6 MILES WEST OF NORTH JUNCTION OF TRUNK
 DG5519'HIGHWAY 30 AND TRUNK HIGHWAY 22, IN SOUTHWEST CORNER OF JUNCTION OF
 DG5519'TRUNK HIGHWAY 30 AND TOWNSHIP ROAD (571ST AVENUE) SOUTH, 44 FEET WEST
 DG5519'OF TOWNSHIP ROAD (571ST AVENUE), AT TRUNK HIGHWAY 30 MILEPOINT 141.7,
 DG5519'75 FEET SOUTH OF TRUNK HIGHWAY 30, 1.1 FEET SOUTH OF WITNESS POST
 DG5519
 DG5519                          STATION RECOVERY (2016)
 DG5519
 DG5519'RECOVERY NOTE BY MN DEPT OF TRANSP 2016 (KMS)
 DG5519'RECOVERED AS DESCRIBED.
 DG5519
 DG5519                          STATION RECOVERY (2019)
 DG5519
 DG5519'RECOVERY NOTE BY MN DEPT OF TRANSP 2019 (MPP)
 DG5519'2.2 MI (3.5 KM) WEST OF MAPLETON, 2.6 MI (4.2 KM) WEST ALONG TRUNK
 DG5519'HIGHWAY 30 FROM THE JUNCTION OF TRUNK HIGHWAY 30 FROM TRUNK HIGHWAY 30
 DG5519'AND TRUNK HIGHWAY 22 IN MAPLETON, AT TRUNK HIGHWAY 30 MILE POINT
 DG5519'141.7, 75.0 FT (22.9 M) SOUTH OF TRUNK HIGHWAY 30, 44.0 FT (13.4 M)
 DG5519'WEST OF 571ST AVENUE, 1.1 FT (0.3 M) SOUTH OF A WITNESS POST.
 DG5519
 DG5519                          STATION RECOVERY (2020)
 DG5519
 DG5519'RECOVERY NOTE BY MN DEPT OF TRANSP 2020 (AXJ)
 DG5519'RECOVERED AS DESCRIBED.
 DG5519
 DG5519                          STATION RECOVERY (2022)
 DG5519
 DG5519'RECOVERY NOTE BY MN DEPT OF TRANSP 2022 (KMS)
 DG5519'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DQ5498 ***********************************************************************
 DQ5498  DESIGNATION -  0706 N
 DQ5498  PID         -  DQ5498
 DQ5498  STATE/COUNTY-  MN/BLUE EARTH
 DQ5498  COUNTRY     -  US
 DQ5498  USGS QUAD   -  MAPLETON (2019)
 DQ5498
 DQ5498                         *CURRENT SURVEY CONTROL
 DQ5498  ______________________________________________________________________
 DQ5498* NAD 83(2011) POSITION- 43 55 39.37890(N) 093 57 54.96183(W)   ADJUSTED
 DQ5498* NAD 83(2011) ELLIP HT-   280.239 (meters)        (06/25/20)   ADJUSTED
 DQ5498* NAD 83(2011) EPOCH   -  2010.00
 DQ5498* NAVD 88 ORTHO HEIGHT -   308.786 (meters)     1013.08  (feet) ADJUSTED
 DQ5498  ______________________________________________________________________
 DQ5498  GEOID HEIGHT    -        -28.550 (meters)                     GEOID18
 DQ5498  NAD 83(2011) X  -   -318,185.273 (meters)                     COMP
 DQ5498  NAD 83(2011) Y  - -4,590,247.573 (meters)                     COMP
 DQ5498  NAD 83(2011) Z  -  4,402,496.208 (meters)                     COMP
 DQ5498  LAPLACE CORR    -         -6.00  (seconds)                    DEFLEC18
 DQ5498  DYNAMIC HEIGHT  -        308.729 (meters)     1012.89  (feet) COMP
 DQ5498  MODELED GRAVITY -    980,424.6   (mgal)                       NAVD 88
 DQ5498
 DQ5498  VERT ORDER      -  SECOND    CLASS I
 DQ5498
 DQ5498  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DQ5498  Standards:
 DQ5498         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DQ5498            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DQ5498  -------------------------------------------------------------------
 DQ5498  NETWORK    0.99   1.51           0.45   0.35   0.77      0.08130819
 DQ5498  -------------------------------------------------------------------
 DQ5498  Click here for local accuracies and other accuracy information.
 DQ5498
 DQ5498.The horizontal coordinates were established by GPS observations
 DQ5498.and adjusted by the MN DEPT OF TRANSP in June 2020.
 DQ5498
 DQ5498.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DQ5498.been affixed to the stable North American tectonic plate. See 
 DQ5498.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DQ5498
 DQ5498.The horizontal coordinates are valid at the epoch date displayed above
 DQ5498.which is a decimal equivalence of Year/Month/Day.
 DQ5498
 DQ5498.The orthometric height was determined by differential leveling and
 DQ5498.adjusted by the NATIONAL GEODETIC SURVEY
 DQ5498.in May 2019.
 DQ5498
 DQ5498.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ5498.GEOID18 height accuracy estimate available here.
 DQ5498
 DQ5498.Click photographs - Photos may exist for this station.
 DQ5498
 DQ5498.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DQ5498
 DQ5498.The Laplace correction was computed from DEFLEC18 derived deflections.
 DQ5498
 DQ5498.The ellipsoidal height was determined by GPS observations
 DQ5498.and is referenced to NAD 83.
 DQ5498
 DQ5498.The dynamic height is computed by dividing the NAVD 88
 DQ5498.geopotential number by the normal gravity value computed on the
 DQ5498.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ5498.degrees latitude (g = 980.6199 gals.).
 DQ5498
 DQ5498.The modeled gravity was interpolated from observed gravity values.
 DQ5498
 DQ5498. The following values were computed from the NAD 83(2011) position.
 DQ5498
 DQ5498;                    North         East     Units Scale Factor Converg.
 DQ5498;SPC MN S     -   203,069.000   802,789.094   MT  0.99997186   +0 01 27.6
 DQ5498;SPC MN S     -   666,235.54  2,633,817.22   sFT  0.99997186   +0 01 27.6
 DQ5498;UTM  15      - 4,864,284.989   422,516.381   MT  0.99967384   -0 40 10.9
 DQ5498
 DQ5498!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DQ5498!SPC MN S     -   0.99995606  x   0.99997186  =   0.99992792
 DQ5498!UTM  15      -   0.99995606  x   0.99967384  =   0.99962991
 DQ5498
 DQ5498_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVJ2251664284(NAD 83)
 DQ5498
 DQ5498                          SUPERSEDED SURVEY CONTROL
 DQ5498
 DQ5498.No superseded survey control is available for this station.
 DQ5498
 DQ5498_MARKER: I = METAL ROD
 DQ5498_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DQ5498_STAMPING: 0706 N 2016
 DQ5498_MARK LOGO: MNDT
 DQ5498_PROJECTION: RECESSED 5 CENTIMETERS
 DQ5498_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DQ5498_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ5498_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ5498+SATELLITE: SATELLITE OBSERVATIONS - September 13, 2022
 DQ5498_ROD/PIPE-DEPTH: 9.8 meters
 DQ5498
 DQ5498  HISTORY     - Date     Condition        Report By
 DQ5498  HISTORY     - 20160525 MONUMENTED       MNDT
 DQ5498  HISTORY     - 20200319 GOOD             MNDT
 DQ5498  HISTORY     - 20220913 GOOD             MNDT
 DQ5498
 DQ5498                          STATION DESCRIPTION
 DQ5498
 DQ5498'DESCRIBED BY MN DEPT OF TRANSP 2016
 DQ5498'THE STATION IS LOCATED ABOUT 5.8 MI (9.3 KM) EAST-NORTHEAST OF
 DQ5498'STERLING CENTER, 5.5 MI (8.8 KM) SOUTH OF BEAUFORD AND IN THE TOWN OF
 DQ5498'MAPLETON, MN.
 DQ5498'
 DQ5498'TO REACH THE MARK GO 0.9 MI (1.4 KM) WEST ALONG TRUNK HIGHWAY 30 FROM
 DQ5498'THE JUNCTION OF TRUNK HIGHWAY 30 AND TRUNK HIGHWAY 22 IN MAPLETON, AT
 DQ5498'TRUNK HIGHWAY 30 MILE POINT 143.4.
 DQ5498'
 DQ5498'THE MARK IS LOCATED 48.7 FT (14.8 M) SOUTH OF TRUNK HIGHWAY 30, 1.5 FT
 DQ5498'(0.5 M) WEST OF A WITNESS POST.
 DQ5498'
 DQ5498'NOTE-THE STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM ROD
 DQ5498'DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION REMOVABLE DISK
 DQ5498'SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH PVC
 DQ5498'PIPE BACK FILLED WITH WASHED SAND.
 DQ5498
 DQ5498                          STATION RECOVERY (2020)
 DQ5498
 DQ5498'RECOVERY NOTE BY MN DEPT OF TRANSP 2020 (TXD)
 DQ5498'RECOVERED AS DESCRIBED.
 DQ5498
 DQ5498                          STATION RECOVERY (2022)
 DQ5498
 DQ5498'RECOVERY NOTE BY MN DEPT OF TRANSP 2022 (KMS)
 DQ5498'IN MAPLETON, 0.9 MI (1.4 KM) WEST ALONG TRUNK HIGHWAY 30 FROM THE
 DQ5498'JUNCTION OF TRUNK HIGHWAY 30 AND TRUNK HIGHWAY 22 IN MAPLETON, AT
 DQ5498'TRUNK HIGHWAY 30 MILE POINT 143.4, 48.7 FT (14.8 M) SOUTH OF TRUNK
 DQ5498'HIGHWAY 30, 1.5 FT (0.5 M) WEST OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DQ5505 ***********************************************************************
 DQ5505  DESIGNATION -  0706 P
 DQ5505  PID         -  DQ5505
 DQ5505  STATE/COUNTY-  MN/BLUE EARTH
 DQ5505  COUNTRY     -  US
 DQ5505  USGS QUAD   -  STERLING CENTER (2019)
 DQ5505
 DQ5505                         *CURRENT SURVEY CONTROL
 DQ5505  ______________________________________________________________________
 DQ5505* NAD 83(2011) POSITION- 43 54 19.51614(N) 094 02 38.56056(W)   ADJUSTED
 DQ5505* NAD 83(2011) ELLIP HT-   276.094 (meters)        (06/25/20)   ADJUSTED
 DQ5505* NAD 83(2011) EPOCH   -  2010.00
 DQ5505* NAVD 88 ORTHO HEIGHT -   304.491 (meters)      998.98  (feet) ADJUSTED
 DQ5505  ______________________________________________________________________
 DQ5505  GEOID HEIGHT    -        -28.405 (meters)                     GEOID18
 DQ5505  NAD 83(2011) X  -   -324,616.584 (meters)                     COMP
 DQ5505  NAD 83(2011) Y  - -4,591,508.262 (meters)                     COMP
 DQ5505  NAD 83(2011) Z  -  4,400,717.669 (meters)                     COMP
 DQ5505  LAPLACE CORR    -         -4.43  (seconds)                    DEFLEC18
 DQ5505  DYNAMIC HEIGHT  -        304.435 (meters)      998.80  (feet) COMP
 DQ5505  MODELED GRAVITY -    980,427.8   (mgal)                       NAVD 88
 DQ5505
 DQ5505  VERT ORDER      -  SECOND    CLASS I
 DQ5505
 DQ5505  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DQ5505  Standards:
 DQ5505         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DQ5505            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DQ5505  -------------------------------------------------------------------
 DQ5505  NETWORK    1.03   1.47           0.47   0.36   0.75      0.08837127
 DQ5505  -------------------------------------------------------------------
 DQ5505  Click here for local accuracies and other accuracy information.
 DQ5505
 DQ5505.The horizontal coordinates were established by GPS observations
 DQ5505.and adjusted by the MN DEPT OF TRANSP in June 2020.
 DQ5505
 DQ5505.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DQ5505.been affixed to the stable North American tectonic plate. See 
 DQ5505.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DQ5505
 DQ5505.The horizontal coordinates are valid at the epoch date displayed above
 DQ5505.which is a decimal equivalence of Year/Month/Day.
 DQ5505
 DQ5505.The orthometric height was determined by differential leveling and
 DQ5505.adjusted by the NATIONAL GEODETIC SURVEY
 DQ5505.in May 2019.
 DQ5505
 DQ5505.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ5505.GEOID18 height accuracy estimate available here.
 DQ5505
 DQ5505.Click photographs - Photos may exist for this station.
 DQ5505
 DQ5505.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DQ5505
 DQ5505.The Laplace correction was computed from DEFLEC18 derived deflections.
 DQ5505
 DQ5505.The ellipsoidal height was determined by GPS observations
 DQ5505.and is referenced to NAD 83.
 DQ5505
 DQ5505.The dynamic height is computed by dividing the NAVD 88
 DQ5505.geopotential number by the normal gravity value computed on the
 DQ5505.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ5505.degrees latitude (g = 980.6199 gals.).
 DQ5505
 DQ5505.The modeled gravity was interpolated from observed gravity values.
 DQ5505
 DQ5505. The following values were computed from the NAD 83(2011) position.
 DQ5505
 DQ5505;                    North         East     Units Scale Factor Converg.
 DQ5505;SPC MN S     -   200,604.536   796,461.829   MT  0.99997578   -0 01 51.1
 DQ5505;SPC MN S     -   658,150.05  2,613,058.52   sFT  0.99997578   -0 01 51.1
 DQ5505;UTM  15      - 4,861,898.002   416,161.613   MT  0.99968645   -0 43 26.6
 DQ5505
 DQ5505!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DQ5505!SPC MN S     -   0.99995671  x   0.99997578  =   0.99993249
 DQ5505!UTM  15      -   0.99995671  x   0.99968645  =   0.99964317
 DQ5505
 DQ5505_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVJ1616161898(NAD 83)
 DQ5505
 DQ5505                          SUPERSEDED SURVEY CONTROL
 DQ5505
 DQ5505.No superseded survey control is available for this station.
 DQ5505
 DQ5505_MARKER: I = METAL ROD
 DQ5505_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DQ5505_STAMPING: 0706 P 2016
 DQ5505_MARK LOGO: MNDT
 DQ5505_PROJECTION: RECESSED 8 CENTIMETERS
 DQ5505_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DQ5505_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ5505_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ5505+SATELLITE: SATELLITE OBSERVATIONS - September 13, 2022
 DQ5505_ROD/PIPE-DEPTH: 8.8 meters
 DQ5505
 DQ5505  HISTORY     - Date     Condition        Report By
 DQ5505  HISTORY     - 20160526 MONUMENTED       MNDT
 DQ5505  HISTORY     - 20200319 GOOD             MNDT
 DQ5505  HISTORY     - 20220913 GOOD             MNDT
 DQ5505
 DQ5505                          STATION DESCRIPTION
 DQ5505
 DQ5505'DESCRIBED BY MN DEPT OF TRANSP 2016
 DQ5505'THE MARK IS LOCATED ABOUT 5.7 MI (9.2 KM) EAST-NORTHEAST OF AMBOY.
 DQ5505'
 DQ5505'TO REACH THE MARK GO 6.8 MI (10.9 KM) EAST ALONG TRUNK HIGHWAY 30 FROM
 DQ5505'THE SOUTH JUNCTION OF TRUNK HIGHWAY 30 AND TRUNK HIGHWAY 169 IN AMBOY,
 DQ5505'AT TRUNK HIGHWAY 30 MILE POINT 138.85.
 DQ5505'
 DQ5505'THE MARK IS LOCATED 46.8 FT (14.3 M) NORTHWEST OF TRUNK HIGHWAY 30,
 DQ5505'1.5 FT (0.5 M) SOUTHEAST OF A WITNESS POST.
 DQ5505'
 DQ5505'NOTE-THE STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM ROD
 DQ5505'DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION REMOVABLE DISK
 DQ5505'SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH PVC
 DQ5505'PIPE BACK FILLED WITH WASHED SAND.
 DQ5505
 DQ5505                          STATION RECOVERY (2020)
 DQ5505
 DQ5505'RECOVERY NOTE BY MN DEPT OF TRANSP 2020 (SXL)
 DQ5505'RECOVERED AS DESCRIBED.
 DQ5505
 DQ5505                          STATION RECOVERY (2022)
 DQ5505
 DQ5505'RECOVERY NOTE BY MN DEPT OF TRANSP 2022 (KMS)
 DQ5505'5.7 MI (9.2 KM) EAST-NORTHEAST OF AMBOY, 6.8 MI (10.9 KM) EAST ALONG
 DQ5505'TRUNK HIGHWAY 30 FROM THE SOUTH JUNCTION OF TRUNK HIGHWAY 30 AND TRUNK
 DQ5505'HIGHWAY 169 IN AMBOY, AT TRUNK HIGHWAY 30 MILE POINT 138.85, 46.8 FT
 DQ5505'(14.3 M) NORTHWEST OF TRUNK HIGHWAY 30, 1.5 FT (0.5 M) SOUTHEAST OF A
 DQ5505'WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DQ5506 ***********************************************************************
 DQ5506  DESIGNATION -  0706 Q
 DQ5506  PID         -  DQ5506
 DQ5506  STATE/COUNTY-  MN/BLUE EARTH
 DQ5506  COUNTRY     -  US
 DQ5506  USGS QUAD   -  STERLING CENTER (2019)
 DQ5506
 DQ5506                         *CURRENT SURVEY CONTROL
 DQ5506  ______________________________________________________________________
 DQ5506* NAD 83(2011) POSITION- 43 54 01.32748(N) 094 03 06.52975(W)   ADJUSTED
 DQ5506* NAD 83(2011) ELLIP HT-   280.138 (meters)        (06/25/20)   ADJUSTED
 DQ5506* NAD 83(2011) EPOCH   -  2010.00
 DQ5506* NAVD 88 ORTHO HEIGHT -   308.533 (meters)     1012.25  (feet) ADJUSTED
 DQ5506  ______________________________________________________________________
 DQ5506  GEOID HEIGHT    -        -28.396 (meters)                     GEOID18
 DQ5506  NAD 83(2011) X  -   -325,266.896 (meters)                     COMP
 DQ5506  NAD 83(2011) Y  - -4,591,855.432 (meters)                     COMP
 DQ5506  NAD 83(2011) Z  -  4,400,315.977 (meters)                     COMP
 DQ5506  LAPLACE CORR    -         -4.37  (seconds)                    DEFLEC18
 DQ5506  DYNAMIC HEIGHT  -        308.477 (meters)     1012.06  (feet) COMP
 DQ5506  MODELED GRAVITY -    980,427.5   (mgal)                       NAVD 88
 DQ5506
 DQ5506  VERT ORDER      -  SECOND    CLASS I
 DQ5506
 DQ5506  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DQ5506  Standards:
 DQ5506         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DQ5506            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DQ5506  -------------------------------------------------------------------
 DQ5506  NETWORK    0.85   1.18           0.39   0.28   0.60      0.15223081
 DQ5506  -------------------------------------------------------------------
 DQ5506  Click here for local accuracies and other accuracy information.
 DQ5506
 DQ5506.The horizontal coordinates were established by GPS observations
 DQ5506.and adjusted by the MN DEPT OF TRANSP in June 2020.
 DQ5506
 DQ5506.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DQ5506.been affixed to the stable North American tectonic plate. See 
 DQ5506.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DQ5506
 DQ5506.The horizontal coordinates are valid at the epoch date displayed above
 DQ5506.which is a decimal equivalence of Year/Month/Day.
 DQ5506
 DQ5506.The orthometric height was determined by differential leveling and
 DQ5506.adjusted by the NATIONAL GEODETIC SURVEY
 DQ5506.in May 2019.
 DQ5506
 DQ5506.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ5506.GEOID18 height accuracy estimate available here.
 DQ5506
 DQ5506.Click photographs - Photos may exist for this station.
 DQ5506
 DQ5506.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DQ5506
 DQ5506.The Laplace correction was computed from DEFLEC18 derived deflections.
 DQ5506
 DQ5506.The ellipsoidal height was determined by GPS observations
 DQ5506.and is referenced to NAD 83.
 DQ5506
 DQ5506.The dynamic height is computed by dividing the NAVD 88
 DQ5506.geopotential number by the normal gravity value computed on the
 DQ5506.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ5506.degrees latitude (g = 980.6199 gals.).
 DQ5506
 DQ5506.The modeled gravity was interpolated from observed gravity values.
 DQ5506
 DQ5506. The following values were computed from the NAD 83(2011) position.
 DQ5506
 DQ5506;                    North         East     Units Scale Factor Converg.
 DQ5506;SPC MN S     -   200,043.541   795,837.360   MT  0.99997670   -0 02 10.7
 DQ5506;SPC MN S     -   656,309.52  2,611,009.74   sFT  0.99997670   -0 02 10.7
 DQ5506;UTM  15      - 4,861,344.762   415,530.586   MT  0.99968776   -0 43 45.8
 DQ5506
 DQ5506!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DQ5506!SPC MN S     -   0.99995607  x   0.99997670  =   0.99993278
 DQ5506!UTM  15      -   0.99995607  x   0.99968776  =   0.99964385
 DQ5506
 DQ5506_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVJ1553061344(NAD 83)
 DQ5506
 DQ5506                          SUPERSEDED SURVEY CONTROL
 DQ5506
 DQ5506.No superseded survey control is available for this station.
 DQ5506
 DQ5506_MARKER: I = METAL ROD
 DQ5506_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DQ5506_STAMPING: 0706 Q 2016
 DQ5506_MARK LOGO: MNDT
 DQ5506_PROJECTION: RECESSED 8 CENTIMETERS
 DQ5506_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DQ5506_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ5506_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ5506+SATELLITE: SATELLITE OBSERVATIONS - September 13, 2022
 DQ5506_ROD/PIPE-DEPTH: 5.8 meters
 DQ5506
 DQ5506  HISTORY     - Date     Condition        Report By
 DQ5506  HISTORY     - 20160526 MONUMENTED       MNDT
 DQ5506  HISTORY     - 20191009 GOOD             MNDT
 DQ5506  HISTORY     - 20200319 GOOD             MNDT
 DQ5506  HISTORY     - 20220913 GOOD             MNDT
 DQ5506
 DQ5506                          STATION DESCRIPTION
 DQ5506
 DQ5506'DESCRIBED BY MN DEPT OF TRANSP 2016
 DQ5506'THE MARK IS LOCATED ABOUT 5.3 MI (8.5 KM) EAST-NORTHEAST OF AMBOY.
 DQ5506'
 DQ5506'TO REACH THE MARK GO 6.25 MI (10.06 KM) EAST ALONG TRUNK HIGHWAY 30
 DQ5506'FROM THE SOUTH JUNCTION OF TRUNK HIGHWAY 30 AND TRUNK HIGHWAY 169 IN
 DQ5506'AMBOY, AT TRUNK HIGHWAY 30 MILE POINT 138.85.
 DQ5506'
 DQ5506'THE MARK IS LOCATED 59.2 FT (18.0 M) NORTHWEST OF TRUNK HIGHWAY 30,
 DQ5506'92.3 EAST OF A FIELD ENTRANCE, 1.5 FT (0.5 M) SOUTHEAST OF A WITNESS
 DQ5506'POST.
 DQ5506'
 DQ5506'NOTE-THE STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM ROD
 DQ5506'DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION REMOVABLE DISK
 DQ5506'SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH PVC
 DQ5506'PIPE BACK FILLED WITH WASHED SAND.
 DQ5506
 DQ5506                          STATION RECOVERY (2019)
 DQ5506
 DQ5506'RECOVERY NOTE BY MN DEPT OF TRANSP 2019 (MPP)
 DQ5506'5.3 MI (8.5 KM) EAST-NORTHEAST OF AMBOY, 6.25 MI (10.06 KM) EAST ALONG
 DQ5506'TRUNK HIGHWAY 30 FROM THE SOUTH JUNCTION OF TRUNK HIGHWAY 30 AND TRUNK
 DQ5506'HIGHWAY 169 IN AMBOY, AT TRUNK HIGHWAY 30 MILE POINT 138.85, 59.2 FT
 DQ5506'(18.0 M) NORTHWEST OF TRUNK HIGHWAY 30, 92.3 EAST OF A FIELD ENTRANCE,
 DQ5506'1.5 FT (0.5 M) SOUTHEAST OF A WITNESS POST.
 DQ5506
 DQ5506                          STATION RECOVERY (2020)
 DQ5506
 DQ5506'RECOVERY NOTE BY MN DEPT OF TRANSP 2020 (SXL)
 DQ5506'RECOVERED AS DESCRIBED.
 DQ5506
 DQ5506                          STATION RECOVERY (2022)
 DQ5506
 DQ5506'RECOVERY NOTE BY MN DEPT OF TRANSP 2022 (KMS)
 DQ5506'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DQ5514 ***********************************************************************
 DQ5514  DESIGNATION -  0706 R
 DQ5514  PID         -  DQ5514
 DQ5514  STATE/COUNTY-  MN/BLUE EARTH
 DQ5514  COUNTRY     -  US
 DQ5514  USGS QUAD   -  AMBOY (2019)
 DQ5514
 DQ5514                         *CURRENT SURVEY CONTROL
 DQ5514  ______________________________________________________________________
 DQ5514* NAD 83(2011) POSITION- 43 53 16.45546(N) 094 07 38.52771(W)   ADJUSTED
 DQ5514* NAD 83(2011) ELLIP HT-   278.665 (meters)        (06/25/20)   ADJUSTED
 DQ5514* NAD 83(2011) EPOCH   -  2010.00
 DQ5514* NAVD 88 ORTHO HEIGHT -   306.952 (meters)     1007.06  (feet) ADJUSTED
 DQ5514  ______________________________________________________________________
 DQ5514  GEOID HEIGHT    -        -28.283 (meters)                     GEOID18
 DQ5514  NAD 83(2011) X  -   -331,390.851 (meters)                     COMP
 DQ5514  NAD 83(2011) Y  - -4,592,379.217 (meters)                     COMP
 DQ5514  NAD 83(2011) Z  -  4,399,316.902 (meters)                     COMP
 DQ5514  LAPLACE CORR    -         -3.52  (seconds)                    DEFLEC18
 DQ5514  DYNAMIC HEIGHT  -        306.896 (meters)     1006.87  (feet) COMP
 DQ5514  MODELED GRAVITY -    980,428.9   (mgal)                       NAVD 88
 DQ5514
 DQ5514  VERT ORDER      -  SECOND    CLASS I
 DQ5514
 DQ5514  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DQ5514  Standards:
 DQ5514         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DQ5514            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DQ5514  -------------------------------------------------------------------
 DQ5514  NETWORK    0.80   1.16           0.36   0.28   0.59      0.07508784
 DQ5514  -------------------------------------------------------------------
 DQ5514  Click here for local accuracies and other accuracy information.
 DQ5514
 DQ5514.The horizontal coordinates were established by GPS observations
 DQ5514.and adjusted by the MN DEPT OF TRANSP in June 2020.
 DQ5514
 DQ5514.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DQ5514.been affixed to the stable North American tectonic plate. See 
 DQ5514.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DQ5514
 DQ5514.The horizontal coordinates are valid at the epoch date displayed above
 DQ5514.which is a decimal equivalence of Year/Month/Day.
 DQ5514
 DQ5514.The orthometric height was determined by differential leveling and
 DQ5514.adjusted by the NATIONAL GEODETIC SURVEY
 DQ5514.in May 2019.
 DQ5514
 DQ5514.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ5514.GEOID18 height accuracy estimate available here.
 DQ5514
 DQ5514.Click photographs - Photos may exist for this station.
 DQ5514
 DQ5514.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DQ5514
 DQ5514.The Laplace correction was computed from DEFLEC18 derived deflections.
 DQ5514
 DQ5514.The ellipsoidal height was determined by GPS observations
 DQ5514.and is referenced to NAD 83.
 DQ5514
 DQ5514.The dynamic height is computed by dividing the NAVD 88
 DQ5514.geopotential number by the normal gravity value computed on the
 DQ5514.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ5514.degrees latitude (g = 980.6199 gals.).
 DQ5514
 DQ5514.The modeled gravity was interpolated from observed gravity values.
 DQ5514
 DQ5514. The following values were computed from the NAD 83(2011) position.
 DQ5514
 DQ5514;                    North         East     Units Scale Factor Converg.
 DQ5514;SPC MN S     -   198,665.299   789,765.238   MT  0.99997898   -0 05 21.4
 DQ5514;SPC MN S     -   651,787.74  2,591,088.12   sFT  0.99997898   -0 05 21.4
 DQ5514;UTM  15      - 4,860,040.400   409,443.972   MT  0.99970086   -0 46 53.8
 DQ5514
 DQ5514!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DQ5514!SPC MN S     -   0.99995631  x   0.99997898  =   0.99993529
 DQ5514!UTM  15      -   0.99995631  x   0.99970086  =   0.99965718
 DQ5514
 DQ5514_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVJ0944360040(NAD 83)
 DQ5514
 DQ5514                          SUPERSEDED SURVEY CONTROL
 DQ5514
 DQ5514.No superseded survey control is available for this station.
 DQ5514
 DQ5514_MARKER: I = METAL ROD
 DQ5514_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DQ5514_STAMPING: 0706 R 2016
 DQ5514_MARK LOGO: MNDT
 DQ5514_PROJECTION: RECESSED 8 CENTIMETERS
 DQ5514_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DQ5514_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ5514_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ5514+SATELLITE: SATELLITE OBSERVATIONS - September 13, 2022
 DQ5514_ROD/PIPE-DEPTH: 8.8 meters
 DQ5514
 DQ5514  HISTORY     - Date     Condition        Report By
 DQ5514  HISTORY     - 20160526 MONUMENTED       MNDT
 DQ5514  HISTORY     - 20200323 GOOD             MNDT
 DQ5514  HISTORY     - 20220913 GOOD             MNDT
 DQ5514
 DQ5514                          STATION DESCRIPTION
 DQ5514
 DQ5514'DESCRIBED BY MN DEPT OF TRANSP 2016
 DQ5514'THE MARK IS LOCATED ABOUT 1.6 MI (2.6 KM) EAST OF AMBOY.
 DQ5514'
 DQ5514'TO REACH THE MARK GO 2.1 MI (3.4 KM) EAST ALONG TRUNK HIGHWAY 30 FROM
 DQ5514'THE SOUTH JUNCTION OF TRUNK HIGHWAY 30 AND TRUNK HIGHWAY 169 IN AMBOY,
 DQ5514'AT TRUNK HIGHWAY 30 MILE POINT 134.3.
 DQ5514'
 DQ5514'THE MARK IS LOCATED 50.4 FT (15.4 M) SOUTH OF TRUNK HIGHWAY 30, 24.7
 DQ5514'FT (7.5 M) WEST OF A FIELD ENTRANCE, 1.5 FT (0.5 M) NORTH OF A WITNESS
 DQ5514'POST.
 DQ5514'
 DQ5514'NOTE-THE STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM ROD
 DQ5514'DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION REMOVABLE DISK
 DQ5514'SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH PVC
 DQ5514'PIPE BACK FILLED WITH WASHED SAND.
 DQ5514
 DQ5514                          STATION RECOVERY (2020)
 DQ5514
 DQ5514'RECOVERY NOTE BY MN DEPT OF TRANSP 2020 (TXD)
 DQ5514'RECOVERED AS DESCRIBED.
 DQ5514
 DQ5514                          STATION RECOVERY (2022)
 DQ5514
 DQ5514'RECOVERY NOTE BY MN DEPT OF TRANSP 2022 (KMS)
 DQ5514'1.6 MI (2.6 KM) EAST OF AMBOY, 2.1 MI (3.4 KM) EAST ALONG TRUNK
 DQ5514'HIGHWAY 30 FROM THE SOUTH JUNCTION OF TRUNK HIGHWAY 30 AND TRUNK
 DQ5514'HIGHWAY 169 IN AMBOY, AT TRUNK HIGHWAY 30 MILE POINT 134.3, 50.4 FT
 DQ5514'(15.4 M) SOUTH OF TRUNK HIGHWAY 30, 24.7 FT (7.5 M) WEST OF A FIELD
 DQ5514'ENTRANCE, 1.5 FT (0.5 M) NORTH OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DQ5516 ***********************************************************************
 DQ5516  DESIGNATION -  0706 S
 DQ5516  PID         -  DQ5516
 DQ5516  STATE/COUNTY-  MN/BLUE EARTH
 DQ5516  COUNTRY     -  US
 DQ5516  USGS QUAD   -  AMBOY (2019)
 DQ5516
 DQ5516                         *CURRENT SURVEY CONTROL
 DQ5516  ______________________________________________________________________
 DQ5516* NAD 83(2011) POSITION- 43 53 15.96748(N) 094 09 03.40083(W)   ADJUSTED
 DQ5516* NAD 83(2011) ELLIP HT-   284.086 (meters)        (06/25/20)   ADJUSTED
 DQ5516* NAD 83(2011) EPOCH   -  2010.00
 DQ5516* NAVD 88 ORTHO HEIGHT -   312.326 (meters)     1024.69  (feet) ADJUSTED
 DQ5516  ______________________________________________________________________
 DQ5516  GEOID HEIGHT    -        -28.250 (meters)                     GEOID18
 DQ5516  NAD 83(2011) X  -   -333,281.518 (meters)                     COMP
 DQ5516  NAD 83(2011) Y  - -4,592,256.780 (meters)                     COMP
 DQ5516  NAD 83(2011) Z  -  4,399,309.806 (meters)                     COMP
 DQ5516  LAPLACE CORR    -         -3.37  (seconds)                    DEFLEC18
 DQ5516  DYNAMIC HEIGHT  -        312.270 (meters)     1024.51  (feet) COMP
 DQ5516  MODELED GRAVITY -    980,429.8   (mgal)                       NAVD 88
 DQ5516
 DQ5516  VERT ORDER      -  SECOND    CLASS I
 DQ5516
 DQ5516  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DQ5516  Standards:
 DQ5516         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DQ5516            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DQ5516  -------------------------------------------------------------------
 DQ5516  NETWORK    0.77   1.14           0.35   0.27   0.58      0.07809801
 DQ5516  -------------------------------------------------------------------
 DQ5516  Click here for local accuracies and other accuracy information.
 DQ5516
 DQ5516.The horizontal coordinates were established by GPS observations
 DQ5516.and adjusted by the MN DEPT OF TRANSP in June 2020.
 DQ5516
 DQ5516.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DQ5516.been affixed to the stable North American tectonic plate. See 
 DQ5516.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DQ5516
 DQ5516.The horizontal coordinates are valid at the epoch date displayed above
 DQ5516.which is a decimal equivalence of Year/Month/Day.
 DQ5516
 DQ5516.The orthometric height was determined by differential leveling and
 DQ5516.adjusted by the NATIONAL GEODETIC SURVEY
 DQ5516.in May 2019.
 DQ5516
 DQ5516.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ5516.GEOID18 height accuracy estimate available here.
 DQ5516
 DQ5516.Click photographs - Photos may exist for this station.
 DQ5516
 DQ5516.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DQ5516
 DQ5516.The Laplace correction was computed from DEFLEC18 derived deflections.
 DQ5516
 DQ5516.The ellipsoidal height was determined by GPS observations
 DQ5516.and is referenced to NAD 83.
 DQ5516
 DQ5516.The dynamic height is computed by dividing the NAVD 88
 DQ5516.geopotential number by the normal gravity value computed on the
 DQ5516.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ5516.degrees latitude (g = 980.6199 gals.).
 DQ5516
 DQ5516.The modeled gravity was interpolated from observed gravity values.
 DQ5516
 DQ5516. The following values were computed from the NAD 83(2011) position.
 DQ5516
 DQ5516;                    North         East     Units Scale Factor Converg.
 DQ5516;SPC MN S     -   198,653.463   787,870.766   MT  0.99997901   -0 06 20.9
 DQ5516;SPC MN S     -   651,748.90  2,584,872.67   sFT  0.99997901   -0 06 20.9
 DQ5516;UTM  15      - 4,860,051.450   407,550.018   MT  0.99970512   -0 47 52.6
 DQ5516
 DQ5516!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DQ5516!SPC MN S     -   0.99995546  x   0.99997901  =   0.99993447
 DQ5516!UTM  15      -   0.99995546  x   0.99970512  =   0.99966059
 DQ5516
 DQ5516_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVJ0755060051(NAD 83)
 DQ5516
 DQ5516                          SUPERSEDED SURVEY CONTROL
 DQ5516
 DQ5516.No superseded survey control is available for this station.
 DQ5516
 DQ5516_MARKER: I = METAL ROD
 DQ5516_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DQ5516_STAMPING: 0706 S 2016
 DQ5516_MARK LOGO: MNDT
 DQ5516_PROJECTION: RECESSED 5 CENTIMETERS
 DQ5516_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DQ5516_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ5516_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ5516+SATELLITE: SATELLITE OBSERVATIONS - September 13, 2022
 DQ5516_ROD/PIPE-DEPTH: 11.3 meters
 DQ5516
 DQ5516  HISTORY     - Date     Condition        Report By
 DQ5516  HISTORY     - 20160531 MONUMENTED       MNDT
 DQ5516  HISTORY     - 20200323 GOOD             MNDT
 DQ5516  HISTORY     - 20220913 GOOD             MNDT
 DQ5516
 DQ5516                          STATION DESCRIPTION
 DQ5516
 DQ5516'DESCRIBED BY MN DEPT OF TRANSP 2016
 DQ5516'THE MARK IS LOCATED ABOUT 0.5 MI (0.8 KM) EAST OF AMBOY.
 DQ5516'
 DQ5516'TO REACH THE MARK GO 0.9 MI (1.4 KM) EAST ALONG TRUNK HIGHWAY 30 FROM
 DQ5516'THE SOUTH JUNCTION OF TRUNK HIGHWAY 30 AND TRUNK HIGHWAY 169 IN AMBOY,
 DQ5516'AT TRUNK HIGHWAY 30 MILE POINT 133.1.
 DQ5516'
 DQ5516'THE MARK IS LOCATED 56.5 FT (17.2 M) SOUTH OF TRUNK HIGHWAY 30, 1.5 FT
 DQ5516'(0.5 M) WEST OF A WITNESS POST.
 DQ5516'
 DQ5516'NOTE-THE STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM ROD
 DQ5516'DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION REMOVABLE DISK
 DQ5516'SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH PVC
 DQ5516'PIPE BACK FILLED WITH WASHED SAND.
 DQ5516
 DQ5516                          STATION RECOVERY (2020)
 DQ5516
 DQ5516'RECOVERY NOTE BY MN DEPT OF TRANSP 2020 (TXD)
 DQ5516'RECOVERED AS DESCRIBED.
 DQ5516
 DQ5516                          STATION RECOVERY (2022)
 DQ5516
 DQ5516'RECOVERY NOTE BY MN DEPT OF TRANSP 2022 (KMS)
 DQ5516'0.5 MI (0.8 KM) EAST OF AMBOY, 0.9 MI (1.4 KM) EAST ALONG TRUNK
 DQ5516'HIGHWAY 30 FROM THE SOUTH JUNCTION OF TRUNK HIGHWAY 30 AND TRUNK
 DQ5516'HIGHWAY 169 IN AMBOY, AT TRUNK HIGHWAY 30 MILE POINT 133.1, 56.5 FT
 DQ5516'(17.2 M) SOUTH OF TRUNK HIGHWAY 30, 1.5 FT (0.5 M) WEST OF A WITNESS
 DQ5516'POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DP6217 ***********************************************************************
 DP6217  DESIGNATION -  0707 B
 DP6217  PID         -  DP6217
 DP6217  STATE/COUNTY-  MN/BLUE EARTH
 DP6217  COUNTRY     -  US
 DP6217  USGS QUAD   -  MAPLETON (2019)
 DP6217
 DP6217                         *CURRENT SURVEY CONTROL
 DP6217  ______________________________________________________________________
 DP6217* NAD 83(2011) POSITION- 43 53 55.19640(N) 093 53 06.33647(W)   ADJUSTED
 DP6217* NAD 83(2011) ELLIP HT-   281.337 (meters)        (06/25/20)   ADJUSTED
 DP6217* NAD 83(2011) EPOCH   -  2010.00
 DP6217* NAVD 88 ORTHO HEIGHT -   310.121 (meters)     1017.46  (feet) ADJUSTED
 DP6217  ______________________________________________________________________
 DP6217  GEOID HEIGHT    -        -28.794 (meters)                     GEOID18
 DP6217  NAD 83(2011) X  -   -311,913.018 (meters)                     COMP
 DP6217  NAD 83(2011) Y  - -4,592,914.236 (meters)                     COMP
 DP6217  NAD 83(2011) Z  -  4,400,180.451 (meters)                     COMP
 DP6217  LAPLACE CORR    -         -6.38  (seconds)                    DEFLEC18
 DP6217  DYNAMIC HEIGHT  -        310.059 (meters)     1017.25  (feet) COMP
 DP6217  MODELED GRAVITY -    980,410.2   (mgal)                       NAVD 88
 DP6217
 DP6217  VERT ORDER      -  SECOND    CLASS I
 DP6217
 DP6217  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DP6217  Standards:
 DP6217         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DP6217            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DP6217  -------------------------------------------------------------------
 DP6217  NETWORK    0.81   1.16           0.37   0.28   0.59      0.06539253
 DP6217  -------------------------------------------------------------------
 DP6217  Click here for local accuracies and other accuracy information.
 DP6217
 DP6217.The horizontal coordinates were established by GPS observations
 DP6217.and adjusted by the MN DEPT OF TRANSP in June 2020.
 DP6217
 DP6217.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DP6217.been affixed to the stable North American tectonic plate. See 
 DP6217.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DP6217
 DP6217.The horizontal coordinates are valid at the epoch date displayed above
 DP6217.which is a decimal equivalence of Year/Month/Day.
 DP6217
 DP6217.The orthometric height was determined by differential leveling and
 DP6217.adjusted by the NATIONAL GEODETIC SURVEY
 DP6217.in June 2015.
 DP6217
 DP6217.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP6217.GEOID18 height accuracy estimate available here.
 DP6217
 DP6217.Click photographs - Photos may exist for this station.
 DP6217
 DP6217.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DP6217
 DP6217.The Laplace correction was computed from DEFLEC18 derived deflections.
 DP6217
 DP6217.The ellipsoidal height was determined by GPS observations
 DP6217.and is referenced to NAD 83.
 DP6217
 DP6217.The dynamic height is computed by dividing the NAVD 88
 DP6217.geopotential number by the normal gravity value computed on the
 DP6217.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP6217.degrees latitude (g = 980.6199 gals.).
 DP6217
 DP6217.The modeled gravity was interpolated from observed gravity values.
 DP6217
 DP6217. The following values were computed from the NAD 83(2011) position.
 DP6217
 DP6217;                    North         East     Units Scale Factor Converg.
 DP6217;SPC MN S     -   199,859.485   809,231.672   MT  0.99997701   +0 04 49.9
 DP6217;SPC MN S     -   655,705.66  2,654,954.24   sFT  0.99997701   +0 04 49.9
 DP6217;UTM  15      - 4,860,998.666   428,917.640   MT  0.99966214   -0 36 49.5
 DP6217
 DP6217!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DP6217!SPC MN S     -   0.99995589  x   0.99997701  =   0.99993290
 DP6217!UTM  15      -   0.99995589  x   0.99966214  =   0.99961804
 DP6217
 DP6217_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVJ2891760998(NAD 83)
 DP6217
 DP6217                          SUPERSEDED SURVEY CONTROL
 DP6217
 DP6217.No superseded survey control is available for this station.
 DP6217
 DP6217_MARKER: DB = BENCH MARK DISK
 DP6217_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 DP6217_STAMPING: 0707 B 1967
 DP6217_MARK LOGO: MNHD
 DP6217_PROJECTION: RECESSED 23 CENTIMETERS
 DP6217_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DP6217_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DP6217_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP6217+SATELLITE: SATELLITE OBSERVATIONS - August 30, 2022
 DP6217
 DP6217  HISTORY     - Date     Condition        Report By
 DP6217  HISTORY     - 19670401 MONUMENTED       MNHD
 DP6217  HISTORY     - 20130610 GOOD             MNDT
 DP6217  HISTORY     - 20200317 GOOD             MNDT
 DP6217  HISTORY     - 20220830 GOOD             MNDT
 DP6217
 DP6217                          STATION DESCRIPTION
 DP6217
 DP6217'DESCRIBED BY MN DEPT OF TRANSP 2013 (KMS)
 DP6217'THE STATION IS LOCATED ABOUT 8.4 MI (13.5 KM) SOUTH-SOUTHEAST OF
 DP6217'BEAUFORD, 4.7 MI (7.6 KM) NORTHWEST OF MINNESOTA LAKE AND 4.1 MI (6.6
 DP6217'KM) EAST-SOUTHEAST OF MAPLETON.
 DP6217'
 DP6217'2.75 MILES SOUTHEAST OF MAPLETON, 1.5 MI (2.4 KM) EAST ALONG TRUNK
 DP6217'HIGHWAY 30 FROM SOUTH JUNCTION OF TRUNK HIGHWAY 30 AND TRUNK HIGHWAY
 DP6217'22 (JUNCTION IS 2.5 MI (4.0 KM) SOUTHEAST OF MAPLETON), AT TRUNK
 DP6217'HIGHWAY 30 MILE POINT 148.4.
 DP6217'
 DP6217'IT IS 137.0 FT (41.8 M) EAST OF POWER POLE, 72.0 FT (21.9 M) SOUTH OF
 DP6217'TRUNK HIGHWAY 30, 1.0 FT (0.3 M) NORTH OF A WITNESS POST.
 DP6217
 DP6217                          STATION RECOVERY (2020)
 DP6217
 DP6217'RECOVERY NOTE BY MN DEPT OF TRANSP 2020 (TXD)
 DP6217'RECOVERED AS DESCRIBED.
 DP6217
 DP6217                          STATION RECOVERY (2022)
 DP6217
 DP6217'RECOVERY NOTE BY MN DEPT OF TRANSP 2022 (KMS)
 DP6217'2.75 MI (4.42 KM) SOUTHEAST OF MAPLETON, 1.5 MI (2.4 KM) EAST ALONG
 DP6217'TRUNK HIGHWAY 30 FROM THE SOUTH JUNCTION OF TRUNK HIGHWAY 30 AND TRUNK
 DP6217'HIGHWAY 22 (THE JUNCTION IS 2.5 MI (4.0 KM) SOUTHEAST OF MAPLETON), AT
 DP6217'TRUNK HIGHWAY 30 MILE POINT 148.4, 137.0 FT (41.8 M) EAST OF A POWER
 DP6217'POLE, 72.0 FT (21.9 M) SOUTH OF TRUNK HIGHWAY 30, 1.0 FT (0.3 M) NORTH
 DP6217'OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DP6221 ***********************************************************************
 DP6221  DESIGNATION -  0707 E
 DP6221  PID         -  DP6221
 DP6221  STATE/COUNTY-  MN/BLUE EARTH
 DP6221  COUNTRY     -  US
 DP6221  USGS QUAD   -  MAPLETON NE (2019)
 DP6221
 DP6221                         *CURRENT SURVEY CONTROL
 DP6221  ______________________________________________________________________
 DP6221* NAD 83(1986) POSITION- 43 53 56.06   (N) 093 50 22.44   (W)   HD_HELD1
 DP6221* NAVD 88 ORTHO HEIGHT -   313.197 (meters)     1027.55  (feet) ADJUSTED
 DP6221  ______________________________________________________________________
 DP6221  GEOID HEIGHT    -        -28.909 (meters)                     GEOID18
 DP6221  DYNAMIC HEIGHT  -        313.132 (meters)     1027.33  (feet) COMP
 DP6221  MODELED GRAVITY -    980,404.0   (mgal)                       NAVD 88
 DP6221
 DP6221  VERT ORDER      -  SECOND    CLASS I
 DP6221
 DP6221.The horizontal coordinates were determined by differentially corrected
 DP6221.hand held GPS observations or other comparable positioning techniques
 DP6221.and have an estimated accuracy of +/- 3 meters.
 DP6221
 DP6221.The orthometric height was determined by differential leveling and
 DP6221.adjusted by the NATIONAL GEODETIC SURVEY
 DP6221.in June 2015.
 DP6221
 DP6221.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP6221.GEOID18 height accuracy estimate available here.
 DP6221
 DP6221.Click photographs - Photos may exist for this station.
 DP6221
 DP6221.The dynamic height is computed by dividing the NAVD 88
 DP6221.geopotential number by the normal gravity value computed on the
 DP6221.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP6221.degrees latitude (g = 980.6199 gals.).
 DP6221
 DP6221.The modeled gravity was interpolated from observed gravity values.
 DP6221
 DP6221;                    North         East    Units  Estimated Accuracy
 DP6221;SPC MN S     -   199,892.3     812,889.3     MT  (+/- 3 meters HH1 GPS) 
 DP6221
 DP6221_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVJ3257460987(NAD 83)
 DP6221
 DP6221                          SUPERSEDED SURVEY CONTROL
 DP6221
 DP6221.No superseded survey control is available for this station.
 DP6221
 DP6221_MARKER: DB = BENCH MARK DISK
 DP6221_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 DP6221_STAMPING: 0707 E 1967
 DP6221_MARK LOGO: MNHD
 DP6221_PROJECTION: RECESSED 5 CENTIMETERS
 DP6221_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DP6221_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DP6221_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP6221+SATELLITE: SATELLITE OBSERVATIONS - August 30, 2022
 DP6221
 DP6221  HISTORY     - Date     Condition        Report By
 DP6221  HISTORY     - 19670401 MONUMENTED       MNHD
 DP6221  HISTORY     - 20130606 GOOD             MNDT
 DP6221  HISTORY     - 20220830 GOOD             MNDT
 DP6221
 DP6221                          STATION DESCRIPTION
 DP6221
 DP6221'DESCRIBED BY MN DEPT OF TRANSP 2013 (KMS)
 DP6221'THE STATION IS LOCATED ABOUT 7.5 MI (12.1 KM) WEST-SOUTHWEST OF
 DP6221'WALDORF, 6.2 MI (10.0 KM) EAST-SOUTHEAST OF MAPLETON AND 4.0 MI (6.4
 DP6221'KM) NORTH OF MINNESOTA LAKE.
 DP6221'
 DP6221'6.25 MILES EAST-SOUTHEAST OF MAPLETON, 3.8 MI (6.1 KM) EAST ALONG
 DP6221'TRUNK HIGHWAY 30  FROM THE JUNCTION OF TRUNK HIGHWAY 30 AND TRUNK
 DP6221'HIGHWAY 22, AT TRUNK HIGHWAY 30 MILE POINT 150.7.
 DP6221'
 DP6221'IT IS 71.0 FT (21.6 M) NORTH OF TRUNK HIGHWAY 30, 31.0 FT (9.4 M) WEST
 DP6221'OF ENTRANCE, 0.8 FT (24 CM) SOUTH OF A WITNESS POST.
 DP6221
 DP6221                          STATION RECOVERY (2022)
 DP6221
 DP6221'RECOVERY NOTE BY MN DEPT OF TRANSP 2022 (KMS)
 DP6221'6.25 MI (10.06 KM) EAST-SOUTHEAST OF MAPLETON, 3.8 MI (6.1 KM) EAST
 DP6221'ALONG TRUNK HIGHWAY 30 FROM THE JUNCTION OF TRUNK HIGHWAY 30 AND TRUNK
 DP6221'HIGHWAY 22 (THE JUNCTION IS 2.5 MI (4.0 KM) SOUTHEAST OF MAPLETON), AT
 DP6221'TRUNK HIGHWAY 30 MILE POINT 150.7, 71.0 FT (21.6 M) NORTH OF TRUNK
 DP6221'HIGHWAY 30, 31.0 FT (9.4 M) WEST OF AN ENTRANCE, 0.8 FT (24 CM) SOUTH
 DP6221'OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DP6225 ***********************************************************************
 DP6225  DESIGNATION -  0707 I
 DP6225  PID         -  DP6225
 DP6225  STATE/COUNTY-  MN/BLUE EARTH
 DP6225  COUNTRY     -  US
 DP6225  USGS QUAD   -  MAPLETON NE (2019)
 DP6225
 DP6225                         *CURRENT SURVEY CONTROL
 DP6225  ______________________________________________________________________
 DP6225* NAD 83(2011) POSITION- 43 53 28.53807(N) 093 46 06.21107(W)   ADJUSTED
 DP6225* NAD 83(2011) ELLIP HT-   293.788 (meters)        (06/25/20)   ADJUSTED
 DP6225* NAD 83(2011) EPOCH   -  2010.00
 DP6225* NAVD 88 ORTHO HEIGHT -   322.853 (meters)     1059.23  (feet) ADJUSTED
 DP6225  ______________________________________________________________________
 DP6225  GEOID HEIGHT    -        -29.065 (meters)                     GEOID18
 DP6225  NAD 83(2011) X  -   -302,595.497 (meters)                     COMP
 DP6225  NAD 83(2011) Y  - -4,594,118.231 (meters)                     COMP
 DP6225  NAD 83(2011) Z  -  4,399,596.151 (meters)                     COMP
 DP6225  LAPLACE CORR    -         -4.12  (seconds)                    DEFLEC18
 DP6225  DYNAMIC HEIGHT  -        322.783 (meters)     1059.00  (feet) COMP
 DP6225  MODELED GRAVITY -    980,393.9   (mgal)                       NAVD 88
 DP6225
 DP6225  VERT ORDER      -  SECOND    CLASS I
 DP6225
 DP6225  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DP6225  Standards:
 DP6225         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DP6225            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DP6225  -------------------------------------------------------------------
 DP6225  NETWORK    1.00   1.37           0.46   0.33   0.70      0.12035055
 DP6225  -------------------------------------------------------------------
 DP6225  Click here for local accuracies and other accuracy information.
 DP6225
 DP6225.The horizontal coordinates were established by GPS observations
 DP6225.and adjusted by the MN DEPT OF TRANSP in June 2020.
 DP6225
 DP6225.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DP6225.been affixed to the stable North American tectonic plate. See 
 DP6225.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DP6225
 DP6225.The horizontal coordinates are valid at the epoch date displayed above
 DP6225.which is a decimal equivalence of Year/Month/Day.
 DP6225
 DP6225.The orthometric height was determined by differential leveling and
 DP6225.adjusted by the NATIONAL GEODETIC SURVEY
 DP6225.in June 2015.
 DP6225
 DP6225.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP6225.GEOID18 height accuracy estimate available here.
 DP6225
 DP6225.Click photographs - Photos may exist for this station.
 DP6225
 DP6225.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DP6225
 DP6225.The Laplace correction was computed from DEFLEC18 derived deflections.
 DP6225
 DP6225.The ellipsoidal height was determined by GPS observations
 DP6225.and is referenced to NAD 83.
 DP6225
 DP6225.The dynamic height is computed by dividing the NAVD 88
 DP6225.geopotential number by the normal gravity value computed on the
 DP6225.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP6225.degrees latitude (g = 980.6199 gals.).
 DP6225
 DP6225.The modeled gravity was interpolated from observed gravity values.
 DP6225
 DP6225. The following values were computed from the NAD 83(2011) position.
 DP6225
 DP6225;                    North         East     Units Scale Factor Converg.
 DP6225;SPC MN S     -   199,056.598   818,609.865   MT  0.99997836   +0 09 44.4
 DP6225;SPC MN S     -   653,071.52  2,685,722.53   sFT  0.99997836   +0 09 44.4
 DP6225;UTM  15      - 4,860,082.433   438,282.380   MT  0.99964685   -0 31 57.9
 DP6225
 DP6225!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DP6225!SPC MN S     -   0.99995393  x   0.99997836  =   0.99993230
 DP6225!UTM  15      -   0.99995393  x   0.99964685  =   0.99960080
 DP6225
 DP6225_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVJ3828260082(NAD 83)
 DP6225
 DP6225                          SUPERSEDED SURVEY CONTROL
 DP6225
 DP6225.No superseded survey control is available for this station.
 DP6225
 DP6225_MARKER: DB = BENCH MARK DISK
 DP6225_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 DP6225_STAMPING: 0707 I 1967
 DP6225_MARK LOGO: MNHD
 DP6225_PROJECTION: RECESSED 5 CENTIMETERS
 DP6225_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DP6225_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DP6225_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP6225+SATELLITE: SATELLITE OBSERVATIONS - August 30, 2022
 DP6225
 DP6225  HISTORY     - Date     Condition        Report By
 DP6225  HISTORY     - 19670401 MONUMENTED       MNHD
 DP6225  HISTORY     - 20130606 GOOD             MNDT
 DP6225  HISTORY     - 20180725 GOOD             MNDT
 DP6225  HISTORY     - 20200312 GOOD             MNDT
 DP6225  HISTORY     - 20220830 GOOD             MNDT
 DP6225
 DP6225                          STATION DESCRIPTION
 DP6225
 DP6225'DESCRIBED BY MN DEPT OF TRANSP 2013 (KMS)
 DP6225'THE STATION IS LOCATED ABOUT 7.0 MI (11.3 KM) WEST-NORTHWEST OF
 DP6225'MATAWAN, 4.7 MI (7.6 KM) SOUTHWEST OF WALDORF AND 4.6 MI (7.4 KM)
 DP6225'NORTHEAST OF MINNESOTA LAKE.
 DP6225'
 DP6225'7.5 MILES EAST ALONG TRUNK HIGHWAY 30  FROM THE JUNCTION OF TRUNK
 DP6225'HIGHWAY 30 AND TRUNK HIGHWAY 22 INCH (56 CM) MAPLETON, AT TRUNK
 DP6225'HIGHWAY 30 MILE POINT 154.4.
 DP6225'
 DP6225'IT IS 74.0 FT (22.6 M) SOUTH OF TRUNK HIGHWAY 30, 133.0 FT (40.5 M)
 DP6225'WEST OF 631ST AVENUE, 2.3 FT (0.7 M) WEST-NORTHWEST OF A WITNESS POST.
 DP6225
 DP6225                          STATION RECOVERY (2018)
 DP6225
 DP6225'RECOVERY NOTE BY MN DEPT OF TRANSP 2018 (KDJ)
 DP6225'8.75 MI (14.08 KM) SOUTHEAST OF MAPLETON, 7.5 MI (12.1 KM) EAST ALONG
 DP6225'TRUNK HIGHWAY 30 FROM THE JUNCTION OF TRUNK HIGHWAY 30 AND TRUNK
 DP6225'HIGHWAY 22 IN MAPLETON, AT TRUNK HIGHWAY 30 MILE POINT 154.4, 74.0 FT
 DP6225'(22.6 M) SOUTH OF TRUNK HIGHWAY 30, 133.0 FT (40.5 M) WEST OF 631ST
 DP6225'AVENUE, 2.3 FT (0.7 M) WEST-NORTHWEST OF A WITNESS POST.
 DP6225
 DP6225                          STATION RECOVERY (2020)
 DP6225
 DP6225'RECOVERY NOTE BY MN DEPT OF TRANSP 2020 (TXD)
 DP6225'RECOVERED AS DESCRIBED.
 DP6225
 DP6225                          STATION RECOVERY (2022)
 DP6225
 DP6225'RECOVERY NOTE BY MN DEPT OF TRANSP 2022 (KMS)
 DP6225'8.75 MI (14.08 KM) SOUTHEAST OF MAPLETON, 7.5 MI (12.1 KM) EAST ALONG
 DP6225'TRUNK HIGHWAY 30 FROM THE JUNCTION OF TRUNK HIGHWAY 30 AND TRUNK
 DP6225'HIGHWAY 22 (THE JUNCTION IS 2.5 MI (4.0 KM) SOUTHEAST OF MAPLETON), AT
 DP6225'TRUNK HIGHWAY 30 MILE POINT 154.4, 74.0 FT (22.6 M) SOUTH OF TRUNK
 DP6225'HIGHWAY 30, 133.0 FT (40.5 M) WEST OF 631ST AVENUE, 2.3 FT (0.7 M)
 DP6225'WEST-NORTHWEST OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DP6216 ***********************************************************************
 DP6216  DESIGNATION -  0707 J
 DP6216  PID         -  DP6216
 DP6216  STATE/COUNTY-  MN/BLUE EARTH
 DP6216  COUNTRY     -  US
 DP6216  USGS QUAD   -  MAPLETON (2019)
 DP6216
 DP6216                         *CURRENT SURVEY CONTROL
 DP6216  ______________________________________________________________________
 DP6216* NAD 83(2011) POSITION- 43 53 57.66317(N) 093 53 54.70700(W)   ADJUSTED
 DP6216* NAD 83(2011) ELLIP HT-   280.961 (meters)        (06/25/20)   ADJUSTED
 DP6216* NAD 83(2011) EPOCH   -  2010.00
 DP6216* NAVD 88 ORTHO HEIGHT -   309.713 (meters)     1016.12  (feet) ADJUSTED
 DP6216  ______________________________________________________________________
 DP6216  GEOID HEIGHT    -        -28.758 (meters)                     GEOID18
 DP6216  NAD 83(2011) X  -   -312,986.472 (meters)                     COMP
 DP6216  NAD 83(2011) Y  - -4,592,788.022 (meters)                     COMP
 DP6216  NAD 83(2011) Z  -  4,400,235.053 (meters)                     COMP
 DP6216  LAPLACE CORR    -         -6.49  (seconds)                    DEFLEC18
 DP6216  DYNAMIC HEIGHT  -        309.652 (meters)     1015.92  (feet) COMP
 DP6216  MODELED GRAVITY -    980,412.1   (mgal)                       NAVD 88
 DP6216
 DP6216  VERT ORDER      -  SECOND    CLASS I
 DP6216
 DP6216  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DP6216  Standards:
 DP6216         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DP6216            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DP6216  -------------------------------------------------------------------
 DP6216  NETWORK    0.79   1.16           0.36   0.27   0.59      0.06702635
 DP6216  -------------------------------------------------------------------
 DP6216  Click here for local accuracies and other accuracy information.
 DP6216
 DP6216.The horizontal coordinates were established by GPS observations
 DP6216.and adjusted by the MN DEPT OF TRANSP in June 2020.
 DP6216
 DP6216.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DP6216.been affixed to the stable North American tectonic plate. See 
 DP6216.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DP6216
 DP6216.The horizontal coordinates are valid at the epoch date displayed above
 DP6216.which is a decimal equivalence of Year/Month/Day.
 DP6216
 DP6216.The orthometric height was determined by differential leveling and
 DP6216.adjusted by the NATIONAL GEODETIC SURVEY
 DP6216.in June 2015.
 DP6216
 DP6216.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP6216.GEOID18 height accuracy estimate available here.
 DP6216
 DP6216.Click photographs - Photos may exist for this station.
 DP6216
 DP6216.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DP6216
 DP6216.The Laplace correction was computed from DEFLEC18 derived deflections.
 DP6216
 DP6216.The ellipsoidal height was determined by GPS observations
 DP6216.and is referenced to NAD 83.
 DP6216
 DP6216.The dynamic height is computed by dividing the NAVD 88
 DP6216.geopotential number by the normal gravity value computed on the
 DP6216.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP6216.degrees latitude (g = 980.6199 gals.).
 DP6216
 DP6216.The modeled gravity was interpolated from observed gravity values.
 DP6216
 DP6216. The following values were computed from the NAD 83(2011) position.
 DP6216
 DP6216;                    North         East     Units Scale Factor Converg.
 DP6216;SPC MN S     -   199,934.189   808,152.100   MT  0.99997688   +0 04 16.0
 DP6216;SPC MN S     -   655,950.75  2,651,412.35   sFT  0.99997688   +0 04 16.0
 DP6216;UTM  15      - 4,861,086.418   427,839.391   MT  0.99966404   -0 37 23.0
 DP6216
 DP6216!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DP6216!SPC MN S     -   0.99995595  x   0.99997688  =   0.99993283
 DP6216!UTM  15      -   0.99995595  x   0.99966404  =   0.99962000
 DP6216
 DP6216_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVJ2783961086(NAD 83)
 DP6216
 DP6216                          SUPERSEDED SURVEY CONTROL
 DP6216
 DP6216.No superseded survey control is available for this station.
 DP6216
 DP6216_MARKER: I = METAL ROD
 DP6216_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DP6216_STAMPING: 0707 J 2013
 DP6216_MARK LOGO: MNDT
 DP6216_PROJECTION: FLUSH
 DP6216_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DP6216_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DP6216_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP6216+SATELLITE: SATELLITE OBSERVATIONS - August 30, 2022
 DP6216_ROD/PIPE-DEPTH: 9.1 meters
 DP6216
 DP6216  HISTORY     - Date     Condition        Report By
 DP6216  HISTORY     - 20130710 MONUMENTED       MNDT
 DP6216  HISTORY     - 20200317 GOOD             MNDT
 DP6216  HISTORY     - 20220830 GOOD             MNDT
 DP6216
 DP6216                          STATION DESCRIPTION
 DP6216
 DP6216'DESCRIBED BY MN DEPT OF TRANSP 2013
 DP6216'THE STATION IS LOCATED ABOUT 8.0 MI (12.9 KM) SOUTH-SOUTHEAST OF
 DP6216'BEAUFORD, 5.2 MI (8.4 KM) NORTHWEST OF MINNESOTA LAKE AND 3.5 MI (5.6
 DP6216'KM) SOUTHEAST OF MAPLETON.
 DP6216'
 DP6216'3.25 MILES SOUTHEAST OF MAPLETON, 0.85 MI (1.4 KM) EAST ALONG TRUNK
 DP6216'HIGHWAY 30 FROM THE JUNCTION OF TRUNK HIGHWAY 30 AND TRUNK HIGHWAY 22
 DP6216'(JUNCTION IS 2.5 MI (4.0 KM) SOUTHEAST OF MAPLETON), AT TRUNK HIGHWAY
 DP6216'30 MILE POINT 147.75.
 DP6216'
 DP6216'IT IS 163.2 FT (49.7 M) NORTH OF TRUNK HIGHWAY 30, 39.2 FT (11.9 M)
 DP6216'WEST OF 597TH AVENUE, 25.4 FT (7.7 M) NORTH OF A FIELD ENTRANCE, 2.3
 DP6216'FT (0.7 M) EAST OF RIGHT-OF-WAY AND WITNESS POST.
 DP6216'
 DP6216'THE STATION STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM
 DP6216'ROD DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION REMOVABLE
 DP6216'DISK SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH
 DP6216'PVC PIPE BACK FILLED WITH WASHED SAND.
 DP6216
 DP6216                          STATION RECOVERY (2020)
 DP6216
 DP6216'RECOVERY NOTE BY MN DEPT OF TRANSP 2020 (TXD)
 DP6216'RECOVERED AS DESCRIBED.
 DP6216
 DP6216                          STATION RECOVERY (2022)
 DP6216
 DP6216'RECOVERY NOTE BY MN DEPT OF TRANSP 2022 (KMS)
 DP6216'3.25 MI (5.23 KM) SOUTHEAST OF MAPLETON, 0.85 MI (1.37 KM) EAST ALONG
 DP6216'TRUNK HIGHWAY 30 FROM THE JUNCTION OF TRUNK HIGHWAY 30 AND TRUNK
 DP6216'HIGHWAY 22 (THE JUNCTION IS 2.5 MI (4.0 KM) SOUTHEAST OF MAPLETON), AT
 DP6216'TRUNK HIGHWAY 30 MILE POINT 147.75, 163.2 FT (49.7 M) NORTH OF TRUNK
 DP6216'HIGHWAY 30, 39.2 FT (11.9 M) WEST OF 597TH AVENUE, 25.4 FT (7.7 M)
 DP6216'NORTH OF A FIELD ENTRANCE, 2.3 FT (0.7 M) EAST OF A RIGHT-OF-WAY AND A
 DP6216'WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DP6218 ***********************************************************************
 DP6218  DESIGNATION -  0707 K
 DP6218  PID         -  DP6218
 DP6218  STATE/COUNTY-  MN/BLUE EARTH
 DP6218  COUNTRY     -  US
 DP6218  USGS QUAD   -  MAPLETON NE (2019)
 DP6218
 DP6218                         *CURRENT SURVEY CONTROL
 DP6218  ______________________________________________________________________
 DP6218* NAD 83(1986) POSITION- 43 53 55.70   (N) 093 52 13.81   (W)   HD_HELD1
 DP6218* NAVD 88 ORTHO HEIGHT -   314.011 (meters)     1030.22  (feet) ADJUSTED
 DP6218  ______________________________________________________________________
 DP6218  GEOID HEIGHT    -        -28.832 (meters)                     GEOID18
 DP6218  DYNAMIC HEIGHT  -        313.948 (meters)     1030.01  (feet) COMP
 DP6218  MODELED GRAVITY -    980,408.2   (mgal)                       NAVD 88
 DP6218
 DP6218  VERT ORDER      -  SECOND    CLASS I
 DP6218
 DP6218.The horizontal coordinates were determined by differentially corrected
 DP6218.hand held GPS observations or other comparable positioning techniques
 DP6218.and have an estimated accuracy of +/- 3 meters.
 DP6218
 DP6218.The orthometric height was determined by differential leveling and
 DP6218.adjusted by the NATIONAL GEODETIC SURVEY
 DP6218.in June 2015.
 DP6218
 DP6218.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP6218.GEOID18 height accuracy estimate available here.
 DP6218
 DP6218.Click photographs - Photos may exist for this station.
 DP6218
 DP6218.The dynamic height is computed by dividing the NAVD 88
 DP6218.geopotential number by the normal gravity value computed on the
 DP6218.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP6218.degrees latitude (g = 980.6199 gals.).
 DP6218
 DP6218.The modeled gravity was interpolated from observed gravity values.
 DP6218
 DP6218;                    North         East    Units  Estimated Accuracy
 DP6218;SPC MN S     -   199,876.8     810,403.9     MT  (+/- 3 meters HH1 GPS) 
 DP6218
 DP6218_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVJ3008961001(NAD 83)
 DP6218
 DP6218                          SUPERSEDED SURVEY CONTROL
 DP6218
 DP6218.No superseded survey control is available for this station.
 DP6218
 DP6218_MARKER: DV = VERTICAL CONTROL DISK
 DP6218_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DP6218_SP_SET: BRIDGE ABUTMENT
 DP6218_STAMPING: 0707 K 1983
 DP6218_MARK LOGO: MNDT
 DP6218_MAGNETIC: N = NO MAGNETIC MATERIAL
 DP6218_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DP6218_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DP6218+SATELLITE: SATELLITE OBSERVATIONS - August 30, 2022
 DP6218
 DP6218  HISTORY     - Date     Condition        Report By
 DP6218  HISTORY     - 19830401 MONUMENTED       MNDT
 DP6218  HISTORY     - 20130605 GOOD             MODT
 DP6218  HISTORY     - 20220830 GOOD             MNDT
 DP6218
 DP6218                          STATION DESCRIPTION
 DP6218
 DP6218'DESCRIBED BY MISSOURI DEPARTMENT OF TRANSPORTATION 2013 (MPP)
 DP6218'THE STATION IS LOCATED ABOUT 8.7 MI (14.0 KM) SOUTH-SOUTHEAST OF
 DP6218'BEAUFORD, 4.7 MI (7.6 KM) EAST-SOUTHEAST OF MAPLETON AND 4.4 MI (7.1
 DP6218'KM) NORTH-NORTHWEST OF MINNESOTA LAKE.
 DP6218'
 DP6218'5.0 MILES EAST-SOUTHEAST OF MAPLETON, IN ABUTMENT IN SOUTHEAST CORNER
 DP6218'OF TRUNK HIGHWAY 30 BRIDGE NUMBER 9393 OVER BIG COBB RIVER, 2.25 MI
 DP6218'(3.6 KM) EAST ALONG TRUNK HIGHWAY 30 FROM THE JUNCTION OF TRUNK
 DP6218'HIGHWAY 30 AND TRUNK HIGHWAY 22 (JUNCTION IS 2.5 MI (4.0 KM) SOUTHEAST
 DP6218'OF MAPLETON), AT TRUNK HIGHWAY 30 MILE POINT 149.15.
 DP6218'
 DP6218'IT IS 24.0 FT (7.3 M) SOUTH OF TRUNK HIGHWAY 30.
 DP6218
 DP6218                          STATION RECOVERY (2022)
 DP6218
 DP6218'RECOVERY NOTE BY MN DEPT OF TRANSP 2022 (KMS)
 DP6218'5.0 MI (8.0 KM) EAST-SOUTHEAST OF MAPLETON, IN AN ABUTMENT IN THE
 DP6218'SOUTHEAST CORNER OF TRUNK HIGHWAY 30 BRIDGE NUMBER 9393 OVER THE BIG
 DP6218'COBB RIVER, 2.25 MI (3.62 KM) EAST ALONG TRUNK HIGHWAY 30 FROM THE
 DP6218'JUNCTION OF TRUNK HIGHWAY 30 AND TRUNK HIGHWAY 22 (THE JUNCTION IS 2.5
 DP6218'MI (4.0 KM) SOUTHEAST OF MAPLETON), AT TRUNK HIGHWAY 30 MILE POINT
 DP6218'149.15, 24.0 FT (7.3 M) SOUTH OF TRUNK HIGHWAY 30.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DP6219 ***********************************************************************
 DP6219  DESIGNATION -  0707 L
 DP6219  PID         -  DP6219
 DP6219  STATE/COUNTY-  MN/BLUE EARTH
 DP6219  COUNTRY     -  US
 DP6219  USGS QUAD   -  MAPLETON NE (2019)
 DP6219
 DP6219                         *CURRENT SURVEY CONTROL
 DP6219  ______________________________________________________________________
 DP6219* NAD 83(2011) POSITION- 43 53 56.46167(N) 093 52 05.95934(W)   ADJUSTED
 DP6219* NAD 83(2011) ELLIP HT-   285.531 (meters)        (06/25/20)   ADJUSTED
 DP6219* NAD 83(2011) EPOCH   -  2010.00
 DP6219* NAVD 88 ORTHO HEIGHT -   314.364 (meters)     1031.38  (feet) ADJUSTED
 DP6219  ______________________________________________________________________
 DP6219  GEOID HEIGHT    -        -28.837 (meters)                     GEOID18
 DP6219  NAD 83(2011) X  -   -310,566.960 (meters)                     COMP
 DP6219  NAD 83(2011) Y  - -4,592,981.339 (meters)                     COMP
 DP6219  NAD 83(2011) Z  -  4,400,211.500 (meters)                     COMP
 DP6219  LAPLACE CORR    -         -6.16  (seconds)                    DEFLEC18
 DP6219  DYNAMIC HEIGHT  -        314.300 (meters)     1031.17  (feet) COMP
 DP6219  MODELED GRAVITY -    980,407.9   (mgal)                       NAVD 88
 DP6219
 DP6219  VERT ORDER      -  SECOND    CLASS I
 DP6219
 DP6219  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DP6219  Standards:
 DP6219         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DP6219            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DP6219  -------------------------------------------------------------------
 DP6219  NETWORK    0.79   1.12           0.36   0.27   0.57      0.06379556
 DP6219  -------------------------------------------------------------------
 DP6219  Click here for local accuracies and other accuracy information.
 DP6219
 DP6219.The horizontal coordinates were established by GPS observations
 DP6219.and adjusted by the MN DEPT OF TRANSP in June 2020.
 DP6219
 DP6219.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DP6219.been affixed to the stable North American tectonic plate. See 
 DP6219.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DP6219
 DP6219.The horizontal coordinates are valid at the epoch date displayed above
 DP6219.which is a decimal equivalence of Year/Month/Day.
 DP6219
 DP6219.The orthometric height was determined by differential leveling and
 DP6219.adjusted by the NATIONAL GEODETIC SURVEY
 DP6219.in June 2015.
 DP6219
 DP6219.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP6219.GEOID18 height accuracy estimate available here.
 DP6219
 DP6219.Click photographs - Photos may exist for this station.
 DP6219
 DP6219.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DP6219
 DP6219.The Laplace correction was computed from DEFLEC18 derived deflections.
 DP6219
 DP6219.The ellipsoidal height was determined by GPS observations
 DP6219.and is referenced to NAD 83.
 DP6219
 DP6219.The dynamic height is computed by dividing the NAVD 88
 DP6219.geopotential number by the normal gravity value computed on the
 DP6219.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP6219.degrees latitude (g = 980.6199 gals.).
 DP6219
 DP6219.The modeled gravity was interpolated from observed gravity values.
 DP6219
 DP6219. The following values were computed from the NAD 83(2011) position.
 DP6219
 DP6219;                    North         East     Units Scale Factor Converg.
 DP6219;SPC MN S     -   199,900.568   810,579.036   MT  0.99997694   +0 05 32.3
 DP6219;SPC MN S     -   655,840.45  2,659,374.72   sFT  0.99997694   +0 05 32.3
 DP6219;UTM  15      - 4,861,023.410   430,264.977   MT  0.99965981   -0 36 07.6
 DP6219
 DP6219!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DP6219!SPC MN S     -   0.99995523  x   0.99997694  =   0.99993217
 DP6219!UTM  15      -   0.99995523  x   0.99965981  =   0.99961505
 DP6219
 DP6219_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVJ3026461023(NAD 83)
 DP6219
 DP6219                          SUPERSEDED SURVEY CONTROL
 DP6219
 DP6219.No superseded survey control is available for this station.
 DP6219
 DP6219_MARKER: I = METAL ROD
 DP6219_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DP6219_STAMPING: 0707 L 2013
 DP6219_MARK LOGO: MNDT
 DP6219_PROJECTION: RECESSED 5 CENTIMETERS
 DP6219_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DP6219_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DP6219_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP6219+SATELLITE: SATELLITE OBSERVATIONS - August 30, 2022
 DP6219_ROD/PIPE-DEPTH: 9.1 meters
 DP6219
 DP6219  HISTORY     - Date     Condition        Report By
 DP6219  HISTORY     - 20130710 MONUMENTED       MNDT
 DP6219  HISTORY     - 20200317 GOOD             MNDT
 DP6219  HISTORY     - 20220830 GOOD             MNDT
 DP6219
 DP6219                          STATION DESCRIPTION
 DP6219
 DP6219'DESCRIBED BY MN DEPT OF TRANSP 2013
 DP6219'THE STATION IS LOCATED ABOUT 8.7 MI (14.0 KM) SOUTH-SOUTHEAST OF
 DP6219'BEAUFORD, 4.8 MI (7.7 KM) EAST-SOUTHEAST OF MAPLETON AND 4.3 MI (6.9
 DP6219'KM) NORTH-NORTHWEST OF MINNESOTA LAKE.
 DP6219'
 DP6219'5.1 MILES EAST-SOUTHEAST OF MAPLETON, 2.35 MI (3.8 KM) EAST ALONG
 DP6219'TRUNK HIGHWAY 30 FROM THE JUNCTION OF TRUNK HIGHWAY 30 AND TRUNK
 DP6219'HIGHWAY 22 (JUNCTION IS 2.5 MI (4.0 KM) SOUTHEAST OF MAPLETON), AT
 DP6219'TRUNK HIGHWAY 30 MILE POINT 149.25.
 DP6219'
 DP6219'IT IS 53.6 FT (16.3 M) NORTH OF TRUNK HIGHWAY 30, 24.2 FT (7.4 M) WEST
 DP6219'OF A FIELD ENTRANCE, 22.7 FT (6.9 M) SOUTH OF POWER POLE, 21.7 FT (6.6
 DP6219'M) SOUTH OF A WITNESS POST.
 DP6219'
 DP6219'THE STATION STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM
 DP6219'ROD DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION REMOVABLE
 DP6219'DISK SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH
 DP6219'PVC PIPE BACK FILLED WITH WASHED SAND.
 DP6219
 DP6219                          STATION RECOVERY (2020)
 DP6219
 DP6219'RECOVERY NOTE BY MN DEPT OF TRANSP 2020 (RXJ)
 DP6219'RECOVERED AS DESCRIBED.
 DP6219
 DP6219                          STATION RECOVERY (2022)
 DP6219
 DP6219'RECOVERY NOTE BY MN DEPT OF TRANSP 2022 (KMS)
 DP6219'5.1 MI (8.2 KM) EAST-SOUTHEAST OF MAPLETON, 2.35 MI (3.78 KM) EAST
 DP6219'ALONG TRUNK HIGHWAY 30 FROM THE JUNCTION OF TRUNK HIGHWAY 30 AND TRUNK
 DP6219'HIGHWAY 22 (THE JUNCTION IS 2.5 MI (4.0 KM) SOUTHEAST OF MAPLETON), AT
 DP6219'TRUNK HIGHWAY 30 MILE POINT 149.25, 53.6 FT (16.3 M) NORTH OF TRUNK
 DP6219'HIGHWAY 30, 24.2 FT (7.4 M) WEST OF A FIELD ENTRANCE, 22.7 FT (6.9 M)
 DP6219'SOUTH OF A POWER POLE, 21.7 FT (6.6 M) SOUTH OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DP6222 ***********************************************************************
 DP6222  DESIGNATION -  0707 M
 DP6222  PID         -  DP6222
 DP6222  STATE/COUNTY-  MN/BLUE EARTH
 DP6222  COUNTRY     -  US
 DP6222  USGS QUAD   -  MAPLETON NE (2019)
 DP6222
 DP6222                         *CURRENT SURVEY CONTROL
 DP6222  ______________________________________________________________________
 DP6222* NAD 83(2011) POSITION- 43 53 29.87414(N) 093 49 02.68832(W)   ADJUSTED
 DP6222* NAD 83(2011) ELLIP HT-   282.964 (meters)        (06/25/20)   ADJUSTED
 DP6222* NAD 83(2011) EPOCH   -  2010.00
 DP6222* NAVD 88 ORTHO HEIGHT -   311.923 (meters)     1023.37  (feet) ADJUSTED
 DP6222  ______________________________________________________________________
 DP6222  GEOID HEIGHT    -        -28.968 (meters)                     GEOID18
 DP6222  NAD 83(2011) X  -   -306,523.626 (meters)                     COMP
 DP6222  NAD 83(2011) Y  - -4,593,821.344 (meters)                     COMP
 DP6222  NAD 83(2011) Z  -  4,399,618.366 (meters)                     COMP
 DP6222  LAPLACE CORR    -         -5.38  (seconds)                    DEFLEC18
 DP6222  DYNAMIC HEIGHT  -        311.857 (meters)     1023.15  (feet) COMP
 DP6222  MODELED GRAVITY -    980,400.1   (mgal)                       NAVD 88
 DP6222
 DP6222  VERT ORDER      -  SECOND    CLASS I
 DP6222
 DP6222  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DP6222  Standards:
 DP6222         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DP6222            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DP6222  -------------------------------------------------------------------
 DP6222  NETWORK    0.87   1.23           0.40   0.29   0.63      0.07975873
 DP6222  -------------------------------------------------------------------
 DP6222  Click here for local accuracies and other accuracy information.
 DP6222
 DP6222.The horizontal coordinates were established by GPS observations
 DP6222.and adjusted by the MN DEPT OF TRANSP in June 2020.
 DP6222
 DP6222.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DP6222.been affixed to the stable North American tectonic plate. See 
 DP6222.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DP6222
 DP6222.The horizontal coordinates are valid at the epoch date displayed above
 DP6222.which is a decimal equivalence of Year/Month/Day.
 DP6222
 DP6222.The orthometric height was determined by differential leveling and
 DP6222.adjusted by the NATIONAL GEODETIC SURVEY
 DP6222.in June 2015.
 DP6222
 DP6222.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP6222.GEOID18 height accuracy estimate available here.
 DP6222
 DP6222.Click photographs - Photos may exist for this station.
 DP6222
 DP6222.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DP6222
 DP6222.The Laplace correction was computed from DEFLEC18 derived deflections.
 DP6222
 DP6222.The ellipsoidal height was determined by GPS observations
 DP6222.and is referenced to NAD 83.
 DP6222
 DP6222.The dynamic height is computed by dividing the NAVD 88
 DP6222.geopotential number by the normal gravity value computed on the
 DP6222.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP6222.degrees latitude (g = 980.6199 gals.).
 DP6222
 DP6222.The modeled gravity was interpolated from observed gravity values.
 DP6222
 DP6222. The following values were computed from the NAD 83(2011) position.
 DP6222
 DP6222;                    North         East     Units Scale Factor Converg.
 DP6222;SPC MN S     -   199,087.854   814,670.872   MT  0.99997829   +0 07 40.7
 DP6222;SPC MN S     -   653,174.07  2,672,799.35   sFT  0.99997829   +0 07 40.7
 DP6222;UTM  15      - 4,860,161.432   434,345.350   MT  0.99965302   -0 34 00.2
 DP6222
 DP6222!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DP6222!SPC MN S     -   0.99995563  x   0.99997829  =   0.99993392
 DP6222!UTM  15      -   0.99995563  x   0.99965302  =   0.99960867
 DP6222
 DP6222_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVJ3434560161(NAD 83)
 DP6222
 DP6222                          SUPERSEDED SURVEY CONTROL
 DP6222
 DP6222.No superseded survey control is available for this station.
 DP6222
 DP6222_MARKER: I = METAL ROD
 DP6222_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DP6222_STAMPING: 0707 M 2013
 DP6222_MARK LOGO: MNDT
 DP6222_PROJECTION: RECESSED 5 CENTIMETERS
 DP6222_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DP6222_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DP6222_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP6222+SATELLITE: SATELLITE OBSERVATIONS - August 30, 2022
 DP6222_ROD/PIPE-DEPTH: 7.3 meters
 DP6222
 DP6222  HISTORY     - Date     Condition        Report By
 DP6222  HISTORY     - 20130710 MONUMENTED       MNDT
 DP6222  HISTORY     - 20200317 GOOD             MNDT
 DP6222  HISTORY     - 20220830 GOOD             MNDT
 DP6222
 DP6222                          STATION DESCRIPTION
 DP6222
 DP6222'DESCRIBED BY MN DEPT OF TRANSP 2013
 DP6222'THE STATION IS LOCATED ABOUT 7.4 MI (11.9 KM) EAST-SOUTHEAST OF
 DP6222'MAPLETON, 6.7 MI (10.8 KM) WEST-SOUTHWEST OF WALDORF AND 3.5 MI (5.6
 DP6222'KM) NORTH-NORTHEAST OF MINNESOTA LAKE.
 DP6222'
 DP6222'TO REACH GO 5.05 MI (8.1 KM) EAST ALONG TRUNK HIGHWAY 30 FROM THE
 DP6222'JUNCTION OF TRUNK HIGHWAY 30 AND TRUNK HIGHWAY 22 (JUNCTION IS 2.5 MI
 DP6222'(4.0 KM) SOUTHEAST OF MAPLETON), AT TRUNK HIGHWAY 30 MILE POINT
 DP6222'151.95.
 DP6222'
 DP6222'IT IS 57.7 FT (17.6 M) NORTH OF TRUNK HIGHWAY 30, 16.6 FT (5.1 M) WEST
 DP6222'OF A FIELD ENTRANCE, 1.5 FT (0.5 M) EAST OF A WITNESS POST.
 DP6222'
 DP6222'THE STATION STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM
 DP6222'ROD DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION REMOVABLE
 DP6222'DISK SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH
 DP6222'PVC PIPE BACK FILLED WITH WASHED SAND.
 DP6222
 DP6222                          STATION RECOVERY (2020)
 DP6222
 DP6222'RECOVERY NOTE BY MN DEPT OF TRANSP 2020 (RXJ)
 DP6222'RECOVERED AS DESCRIBED.
 DP6222
 DP6222                          STATION RECOVERY (2022)
 DP6222
 DP6222'RECOVERY NOTE BY MN DEPT OF TRANSP 2022 (KMS)
 DP6222'7.25 MI (11.67 KM) EAST-SOUTHEAST OF MAPLETON, 5.05 MI (8.13 KM) EAST
 DP6222'ALONG TRUNK HIGHWAY 30 FROM THE JUNCTION OF TRUNK HIGHWAY 30 AND TRUNK
 DP6222'HIGHWAY 22 (THE JUNCTION IS 2.5 MI (4.0 KM) SOUTHEAST OF MAPLETON), AT
 DP6222'TRUNK HIGHWAY 30 MILE POINT 151.95, 57.7 FT (17.6 M) NORTH OF TRUNK
 DP6222'HIGHWAY 30, 16.6 FT (5.1 M) WEST OF A FIELD ENTRANCE, 1.5 FT (0.5 M)
 DP6222'EAST OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DP6223 ***********************************************************************
 DP6223  DESIGNATION -  0707 N
 DP6223  PID         -  DP6223
 DP6223  STATE/COUNTY-  MN/BLUE EARTH
 DP6223  COUNTRY     -  US
 DP6223  USGS QUAD   -  MAPLETON NE (2019)
 DP6223
 DP6223                         *CURRENT SURVEY CONTROL
 DP6223  ______________________________________________________________________
 DP6223* NAD 83(2011) POSITION- 43 53 28.87447(N) 093 47 51.75698(W)   ADJUSTED
 DP6223* NAD 83(2011) ELLIP HT-   290.602 (meters)        (06/25/20)   ADJUSTED
 DP6223* NAD 83(2011) EPOCH   -  2010.00
 DP6223* NAVD 88 ORTHO HEIGHT -   319.610 (meters)     1048.59  (feet) ADJUSTED
 DP6223  ______________________________________________________________________
 DP6223  GEOID HEIGHT    -        -29.010 (meters)                     GEOID18
 DP6223  NAD 83(2011) X  -   -304,945.644 (meters)                     COMP
 DP6223  NAD 83(2011) Y  - -4,593,953.318 (meters)                     COMP
 DP6223  NAD 83(2011) Z  -  4,399,601.425 (meters)                     COMP
 DP6223  LAPLACE CORR    -         -4.93  (seconds)                    DEFLEC18
 DP6223  DYNAMIC HEIGHT  -        319.542 (meters)     1048.36  (feet) COMP
 DP6223  MODELED GRAVITY -    980,397.5   (mgal)                       NAVD 88
 DP6223
 DP6223  VERT ORDER      -  SECOND    CLASS I
 DP6223
 DP6223  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DP6223  Standards:
 DP6223         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DP6223            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DP6223  -------------------------------------------------------------------
 DP6223  NETWORK    0.83   1.16           0.38   0.28   0.59      0.10394204
 DP6223  -------------------------------------------------------------------
 DP6223  Click here for local accuracies and other accuracy information.
 DP6223
 DP6223.The horizontal coordinates were established by GPS observations
 DP6223.and adjusted by the MN DEPT OF TRANSP in June 2020.
 DP6223
 DP6223.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DP6223.been affixed to the stable North American tectonic plate. See 
 DP6223.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DP6223
 DP6223.The horizontal coordinates are valid at the epoch date displayed above
 DP6223.which is a decimal equivalence of Year/Month/Day.
 DP6223
 DP6223.The orthometric height was determined by differential leveling and
 DP6223.adjusted by the NATIONAL GEODETIC SURVEY
 DP6223.in June 2015.
 DP6223
 DP6223.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP6223.GEOID18 height accuracy estimate available here.
 DP6223
 DP6223.Click photographs - Photos may exist for this station.
 DP6223
 DP6223.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DP6223
 DP6223.The Laplace correction was computed from DEFLEC18 derived deflections.
 DP6223
 DP6223.The ellipsoidal height was determined by GPS observations
 DP6223.and is referenced to NAD 83.
 DP6223
 DP6223.The dynamic height is computed by dividing the NAVD 88
 DP6223.geopotential number by the normal gravity value computed on the
 DP6223.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP6223.degrees latitude (g = 980.6199 gals.).
 DP6223
 DP6223.The modeled gravity was interpolated from observed gravity values.
 DP6223
 DP6223. The following values were computed from the NAD 83(2011) position.
 DP6223
 DP6223;                    North         East     Units Scale Factor Converg.
 DP6223;SPC MN S     -   199,060.728   816,254.098   MT  0.99997834   +0 08 30.4
 DP6223;SPC MN S     -   653,085.07  2,677,993.65   sFT  0.99997834   +0 08 30.4
 DP6223;UTM  15      - 4,860,115.125   435,927.614   MT  0.99965049   -0 33 11.0
 DP6223
 DP6223!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DP6223!SPC MN S     -   0.99995443  x   0.99997834  =   0.99993277
 DP6223!UTM  15      -   0.99995443  x   0.99965049  =   0.99960494
 DP6223
 DP6223_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVJ3592760115(NAD 83)
 DP6223
 DP6223                          SUPERSEDED SURVEY CONTROL
 DP6223
 DP6223.No superseded survey control is available for this station.
 DP6223
 DP6223_MARKER: I = METAL ROD
 DP6223_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DP6223_STAMPING: 0707 N 2013
 DP6223_MARK LOGO: MNDT
 DP6223_PROJECTION: RECESSED 3 CENTIMETERS
 DP6223_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DP6223_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DP6223_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP6223+SATELLITE: SATELLITE OBSERVATIONS - August 30, 2022
 DP6223_ROD/PIPE-DEPTH: 8.5 meters
 DP6223
 DP6223  HISTORY     - Date     Condition        Report By
 DP6223  HISTORY     - 20130710 MONUMENTED       MNDT
 DP6223  HISTORY     - 20200312 GOOD             MNDT
 DP6223  HISTORY     - 20220830 GOOD             MNDT
 DP6223
 DP6223                          STATION DESCRIPTION
 DP6223
 DP6223'DESCRIBED BY MN DEPT OF TRANSP 2013
 DP6223'THE STATION IS LOCATED ABOUT 8.3 MI (13.4 KM) EAST-SOUTHEAST OF
 DP6223'MAPLETON, 5.9 MI (9.5 KM) WEST-SOUTHWEST OF WALDORF AND 3.8 MI (6.1
 DP6223'KM) NORTH-NORTHEAST OF MINNESOTA LAKE.
 DP6223'
 DP6223'6.0 MILES EAST ALONG TRUNK HIGHWAY 30 FROM THE JUNCTION OF TRUNK
 DP6223'HIGHWAY 30 AND TRUNK HIGHWAY 22 (JUNCTION IS 2.5 MI (4.0 KM) SOUTHEAST
 DP6223'OF MAPLETON), AT TRUNK HIGHWAY 30 MILE POINT 152.95.
 DP6223'
 DP6223'IT IS 49.8 FT (15.2 M) SOUTH OF TRUNK HIGHWAY 30, 21.3 FT (6.5 M) EAST
 DP6223'OF A FIELD ENTRANCE, 3.0 FT (0.9 M) WEST OF A WITNESS POST.
 DP6223'
 DP6223'THE STATION STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM
 DP6223'ROD DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION REMOVABLE
 DP6223'DISK SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH
 DP6223'PVC PIPE BACK FILLED WITH WASHED SAND.
 DP6223
 DP6223                          STATION RECOVERY (2020)
 DP6223
 DP6223'RECOVERY NOTE BY MN DEPT OF TRANSP 2020 (TXD)
 DP6223'RECOVERED AS DESCRIBED.
 DP6223
 DP6223                          STATION RECOVERY (2022)
 DP6223
 DP6223'RECOVERY NOTE BY MN DEPT OF TRANSP 2022 (KMS)
 DP6223'8.25 MI (13.27 KM) EAST-SOUTHEAST OF MAPLETON, 6.0 MI (9.7 KM) EAST
 DP6223'ALONG TRUNK HIGHWAY 30 FROM THE JUNCTION OF TRUNK HIGHWAY 30 AND TRUNK
 DP6223'HIGHWAY 22 (THE JUNCTION IS 2.5 MI (4.0 KM) SOUTHEAST OF MAPLETON), AT
 DP6223'TRUNK HIGHWAY 30 MILE POINT 152.95, 49.8 FT (15.2 M) SOUTH OF TRUNK
 DP6223'HIGHWAY 30, 21.3 FT (6.5 M) EAST OF A FIELD ENTRANCE, 3.0 FT (0.9 M)
 DP6223'WEST OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 PQ0096 ***********************************************************************
 PQ0096  DESIGNATION -  0708 A
 PQ0096  PID         -  PQ0096
 PQ0096  STATE/COUNTY-  MN/BLUE EARTH
 PQ0096  COUNTRY     -  US
 PQ0096  USGS QUAD   -  PERTH (2019)
 PQ0096
 PQ0096                         *CURRENT SURVEY CONTROL
 PQ0096  ______________________________________________________________________
 PQ0096* NAD 83(1996) POSITION- 44 04 56.17126(N) 094 21 15.33861(W)   NO CHECK
 PQ0096* NAVD 88 ORTHO HEIGHT -   306.021 (meters)     1004.00  (feet) ADJUSTED
 PQ0096  ______________________________________________________________________
 PQ0096  GEOID HEIGHT    -        -28.118 (meters)                     GEOID18
 PQ0096  LAPLACE CORR    -         -1.25  (seconds)                    DEFLEC18
 PQ0096  DYNAMIC HEIGHT  -        305.968 (meters)     1003.83  (feet) COMP
 PQ0096  MODELED GRAVITY -    980,436.8   (mgal)                       NAVD 88
 PQ0096
 PQ0096  HORZ ORDER      -  THIRD
 PQ0096  VERT ORDER      -  SECOND    CLASS I
 PQ0096
 PQ0096.The horizontal coordinates were established by classical geodetic methods
 PQ0096.and adjusted by the National Geodetic Survey in March 1999.
 PQ0096
 PQ0096.No horizontal observational check was made to the station.
 PQ0096
 PQ0096.The orthometric height was determined by differential leveling and
 PQ0096.adjusted by the NATIONAL GEODETIC SURVEY
 PQ0096.in May 2019.
 PQ0096
 PQ0096.Significant digits in the geoid height do not necessarily reflect accuracy.
 PQ0096.GEOID18 height accuracy estimate available here.
 PQ0096
 PQ0096.Click photographs - Photos may exist for this station.
 PQ0096
 PQ0096.The Laplace correction was computed from DEFLEC18 derived deflections.
 PQ0096
 PQ0096.The dynamic height is computed by dividing the NAVD 88
 PQ0096.geopotential number by the normal gravity value computed on the
 PQ0096.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PQ0096.degrees latitude (g = 980.6199 gals.).
 PQ0096
 PQ0096.The modeled gravity was interpolated from observed gravity values.
 PQ0096
 PQ0096. The following values were computed from the NAD 83(1996) position.
 PQ0096
 PQ0096;                    North         East     Units Scale Factor Converg.
 PQ0096;SPC MN S     -   220,314.335   771,626.933   MT  0.99994865   -0 14 53.9
 PQ0096;SPC MN S     -   722,814.61  2,531,579.36   sFT  0.99994865   -0 14 53.9
 PQ0096;UTM  15      - 4,881,901.978   391,573.153   MT  0.99974459   -0 56 32.1
 PQ0096
 PQ0096!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PQ0096!SPC MN S     -   0.99995643  x   0.99994865  =   0.99990508
 PQ0096!UTM  15      -   0.99995643  x   0.99974459  =   0.99970103
 PQ0096
 PQ0096_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUJ9157381901(NAD 83)
 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  NAVD 88 (06/15/91)  306.017  (m)         1003.99   (f) SUPERSEDED  2 0
 PQ0096  NGVD 29 (??/??/92)  305.955  (m)         1003.79   (f) ADJ UNCH    2 0
 PQ0096  NGVD 29 (07/19/86)  305.96   (m)         1003.8    (f) LEVELING    3  
 PQ0096
 PQ0096.Superseded values are not recommended for survey control.
 PQ0096
 PQ0096.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PQ0096.See file dsdata.pdf to determine how the superseded data were derived.
 PQ0096
 PQ0096_MARKER: DB = BENCH MARK DISK
 PQ0096_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 PQ0096_STAMPING: 0708 A 1960
 PQ0096_MARK LOGO: MNHD
 PQ0096_PROJECTION: FLUSH
 PQ0096_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 PQ0096_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PQ0096_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PQ0096+SATELLITE: SATELLITE OBSERVATIONS - September 20, 2022
 PQ0096
 PQ0096  HISTORY     - Date     Condition        Report By
 PQ0096  HISTORY     - 19600401 MONUMENTED       MNHD
 PQ0096  HISTORY     - 1973     GOOD             MNDT
 PQ0096  HISTORY     - 20160503 GOOD             MNDT
 PQ0096  HISTORY     - 20220920 GOOD             MNDT
 PQ0096
 PQ0096                          STATION DESCRIPTION
 PQ0096
 PQ0096'DESCRIBED BY MN HIGHWAY DEPT 1960
 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.
 PQ0096
 PQ0096                          STATION RECOVERY (2016)
 PQ0096
 PQ0096'RECOVERY NOTE BY MN DEPT OF TRANSP 2016 (KMS)
 PQ0096'THE MARK IS LOCATED ABOUT 4.3 MI (6.9 KM) NORTHEAST OF MADELIA.
 PQ0096'
 PQ0096'TO REACH THE MARK GO 2.95 MI (4.75 KM) NORTHEAST ALONG TRUNK HIGHWAY
 PQ0096'60 FROM THE JUNCTION OF TRUNK HIGHWAY 60 AND TRUNK HIGHWAY 15
 PQ0096'(JUNCTION IS 1.0 MI (1.6 KM) NORTHEAST OF MADELIA), AT TRUNK HIGHWAY
 PQ0096'60 MILE POINT 87.0.
 PQ0096'
 PQ0096'THE MARK IS LOCATED 113.5 FT (34.6 M) NORTH OF WESTBOUND TRUNK HIGHWAY
 PQ0096'60, 48.8 FT (14.9 M) SOUTH OF SOUTH RAILING OF RAILROAD, 2.6 FT (0.8
 PQ0096'M) EAST OF RIGHT-OF-WAY POST, 8.0 FT (2.4 M) EAST OF A FENCE POST, 0.5
 PQ0096'FT (15 CM) SOUTH OF STEEL POST.
 PQ0096
 PQ0096                          STATION RECOVERY (2022)
 PQ0096
 PQ0096'RECOVERY NOTE BY MN DEPT OF TRANSP 2022 (KMS)
 PQ0096'4.3 MI (6.9 KM) NORTHEAST OF MADELIA, 2.95 MI (4.75 KM) NORTHEAST
 PQ0096'ALONG TRUNK HIGHWAY 60 FROM THE JUNCTION OF TRUNK HIGHWAY 60 AND TRUNK
 PQ0096'HIGHWAY 15 (THE JUNCTION IS 1.0 MI (1.6 KM) NORTHEAST OF MADELIA), AT
 PQ0096'TRUNK HIGHWAY 60 MILE POINT 87.0, 113.5 FT (34.6 M) NORTH OF WESTBOUND
 PQ0096'TRUNK HIGHWAY 60, 48.8 FT (14.9 M) SOUTH OF THE SOUTH RAIL OF A
 PQ0096'RAILROAD, 2.6 FT (0.8 M) EAST OF A RIGHT-OF-WAY POST, 8.0 FT (2.4 M)
 PQ0096'EAST OF A FENCE POST, 0.5 FT (15 CM) SOUTH OF A STEEL POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 PQ0098 ***********************************************************************
 PQ0098  DESIGNATION -  0708 B
 PQ0098  PID         -  PQ0098
 PQ0098  STATE/COUNTY-  MN/BLUE EARTH
 PQ0098  COUNTRY     -  US
 PQ0098  USGS QUAD   -  PERTH (2019)
 PQ0098
 PQ0098                         *CURRENT SURVEY CONTROL
 PQ0098  ______________________________________________________________________
 PQ0098* NAD 83(1986) POSITION- 44 05 21.     (N) 094 19 10.     (W)   SCALED
 PQ0098* NAVD 88 ORTHO HEIGHT -   305.068 (meters)     1000.88  (feet) ADJUSTED
 PQ0098  ______________________________________________________________________
 PQ0098  GEOID HEIGHT    -        -28.144 (meters)                     GEOID18
 PQ0098  DYNAMIC HEIGHT  -        305.016 (meters)     1000.71  (feet) COMP
 PQ0098  MODELED GRAVITY -    980,438.3   (mgal)                       NAVD 88
 PQ0098
 PQ0098  VERT ORDER      -  SECOND    CLASS 0
 PQ0098
 PQ0098.The horizontal coordinates were scaled from a map and have
 PQ0098.an estimated accuracy of +/- 6 seconds.
 PQ0098
 PQ0098.The orthometric height was determined by differential leveling and
 PQ0098.adjusted by the NATIONAL GEODETIC SURVEY
 PQ0098.in June 1991.
 PQ0098
 PQ0098.Significant digits in the geoid height do not necessarily reflect accuracy.
 PQ0098.GEOID18 height accuracy estimate available here.
 PQ0098
 PQ0098.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUJ943826(NAD 83)
 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
 PQ0098.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PQ0098.See file dsdata.pdf to determine how the superseded data were derived.
 PQ0098
 PQ0098_MARKER: DD = SURVEY DISK
 PQ0098_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 PQ0098_STAMPING: 0708-B 1960
 PQ0098_MARK LOGO: MNHD
 PQ0098_PROJECTION: PROJECTING 8 CENTIMETERS
 PQ0098_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PQ0098
 PQ0098  HISTORY     - Date     Condition        Report By
 PQ0098  HISTORY     - 1960     MONUMENTED       MNHD
 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 = MARCH 21, 2026 06:05:54 EDT
 PQ0103 ***********************************************************************
 PQ0103  DESIGNATION -  0708 C
 PQ0103  PID         -  PQ0103
 PQ0103  STATE/COUNTY-  MN/BLUE EARTH
 PQ0103  COUNTRY     -  US
 PQ0103  USGS QUAD   -  PERTH (2019)
 PQ0103
 PQ0103                         *CURRENT SURVEY CONTROL
 PQ0103  ______________________________________________________________________
 PQ0103* NAD 83(1986) POSITION- 44 05 49.     (N) 094 16 58.     (W)   SCALED
 PQ0103* NAVD 88 ORTHO HEIGHT -   300.977 (meters)      987.46  (feet) ADJUSTED
 PQ0103  ______________________________________________________________________
 PQ0103  GEOID HEIGHT    -        -28.175 (meters)                     GEOID18
 PQ0103  DYNAMIC HEIGHT  -        300.925 (meters)      987.28  (feet) COMP
 PQ0103  MODELED GRAVITY -    980,439.2   (mgal)                       NAVD 88
 PQ0103
 PQ0103  VERT ORDER      -  SECOND    CLASS 0
 PQ0103
 PQ0103.The horizontal coordinates were scaled from a map and have
 PQ0103.an estimated accuracy of +/- 6 seconds.
 PQ0103
 PQ0103.The orthometric height was determined by differential leveling and
 PQ0103.adjusted by the NATIONAL GEODETIC SURVEY
 PQ0103.in June 1991.
 PQ0103
 PQ0103.Significant digits in the geoid height do not necessarily reflect accuracy.
 PQ0103.GEOID18 height accuracy estimate available here.
 PQ0103
 PQ0103.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUJ973834(NAD 83)
 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
 PQ0103.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PQ0103.See file dsdata.pdf to determine how the superseded data were derived.
 PQ0103
 PQ0103_MARKER: DD = SURVEY DISK
 PQ0103_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 PQ0103_STAMPING: 0708-C 1960
 PQ0103_MARK LOGO: MNHD
 PQ0103_PROJECTION: RECESSED 8 CENTIMETERS
 PQ0103_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PQ0103
 PQ0103  HISTORY     - Date     Condition        Report By
 PQ0103  HISTORY     - 1960     MONUMENTED       MNHD
 PQ0103  HISTORY     - 1973     GOOD             MNDT
 PQ0103
 PQ0103                          STATION DESCRIPTION
 PQ0103
 PQ0103'DESCRIBED BY MN DEPT OF TRANSP 1973
 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, T107N, R29W.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 PQ0106 ***********************************************************************
 PQ0106  DESIGNATION -  0708 D
 PQ0106  PID         -  PQ0106
 PQ0106  STATE/COUNTY-  MN/BLUE EARTH
 PQ0106  COUNTRY     -  US
 PQ0106  USGS QUAD   -  PERTH (2019)
 PQ0106
 PQ0106                         *CURRENT SURVEY CONTROL
 PQ0106  ______________________________________________________________________
 PQ0106* NAD 83(1986) POSITION- 44 06 06.     (N) 094 15 03.     (W)   SCALED
 PQ0106* NAVD 88 ORTHO HEIGHT -   299.815 (meters)      983.64  (feet) ADJUSTED
 PQ0106  ______________________________________________________________________
 PQ0106  GEOID HEIGHT    -        -28.202 (meters)                     GEOID18
 PQ0106  DYNAMIC HEIGHT  -        299.763 (meters)      983.47  (feet) COMP
 PQ0106  MODELED GRAVITY -    980,439.9   (mgal)                       NAVD 88
 PQ0106
 PQ0106  VERT ORDER      -  SECOND    CLASS 0
 PQ0106
 PQ0106.The horizontal coordinates were scaled from a map and have
 PQ0106.an estimated accuracy of +/- 6 seconds.
 PQ0106
 PQ0106.The orthometric height was determined by differential leveling and
 PQ0106.adjusted by the NATIONAL GEODETIC SURVEY
 PQ0106.in June 1991.
 PQ0106
 PQ0106.Significant digits in the geoid height do not necessarily reflect accuracy.
 PQ0106.GEOID18 height accuracy estimate available here.
 PQ0106
 PQ0106.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUJ998839(NAD 83)
 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
 PQ0106.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PQ0106.See file dsdata.pdf to determine how the superseded data were derived.
 PQ0106
 PQ0106_MARKER: DD = SURVEY DISK
 PQ0106_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 PQ0106_STAMPING: 0708-D 1960
 PQ0106_MARK LOGO: MNHD
 PQ0106_PROJECTION: FLUSH
 PQ0106_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PQ0106
 PQ0106  HISTORY     - Date     Condition        Report By
 PQ0106  HISTORY     - 1960     MONUMENTED       MNHD
 PQ0106  HISTORY     - 1973     GOOD             MNDT
 PQ0106
 PQ0106                          STATION DESCRIPTION
 PQ0106
 PQ0106'DESCRIBED BY MN DEPT OF TRANSP 1973
 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.  NE 1/4 SECTION 1, T107N, R29W.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 PQ0108 ***********************************************************************
 PQ0108  DESIGNATION -  0708 DA
 PQ0108  PID         -  PQ0108
 PQ0108  STATE/COUNTY-  MN/BLUE EARTH
 PQ0108  COUNTRY     -  US
 PQ0108  USGS QUAD   -  LAKE CRYSTAL (2019)
 PQ0108
 PQ0108                         *CURRENT SURVEY CONTROL
 PQ0108  ______________________________________________________________________
 PQ0108* NAD 83(1986) POSITION- 44 06 24.74   (N) 094 13 33.05   (W)   HD_HELD1
 PQ0108* NAVD 88 ORTHO HEIGHT -   309.565 (meters)     1015.63  (feet) ADJUSTED
 PQ0108  ______________________________________________________________________
 PQ0108  GEOID HEIGHT    -        -28.219 (meters)                     GEOID18
 PQ0108  DYNAMIC HEIGHT  -        309.513 (meters)     1015.46  (feet) COMP
 PQ0108  MODELED GRAVITY -    980,441.0   (mgal)                       NAVD 88
 PQ0108
 PQ0108  VERT ORDER      -  SECOND    CLASS I
 PQ0108
 PQ0108.The horizontal coordinates were determined by differentially corrected
 PQ0108.hand held GPS observations or other comparable positioning techniques
 PQ0108.and have an estimated accuracy of +/- 3 meters.
 PQ0108
 PQ0108.The orthometric height was determined by differential leveling and
 PQ0108.adjusted by the NATIONAL GEODETIC SURVEY
 PQ0108.in May 2019.
 PQ0108
 PQ0108.Significant digits in the geoid height do not necessarily reflect accuracy.
 PQ0108.GEOID18 height accuracy estimate available here.
 PQ0108
 PQ0108.Click photographs - Photos may exist for this station.
 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     -   223,011.4     781,919.2     MT  (+/- 3 meters HH1 GPS) 
 PQ0108
 PQ0108_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVJ0189584473(NAD 83)
 PQ0108
 PQ0108                          SUPERSEDED SURVEY CONTROL
 PQ0108
 PQ0108  NAVD 88 (06/15/91)  309.590  (m)         1015.71   (f) SUPERSEDED  2 0
 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
 PQ0108.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PQ0108.See file dsdata.pdf to determine how the superseded data were derived.
 PQ0108
 PQ0108_MARKER: DB = BENCH MARK DISK
 PQ0108_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 PQ0108_SP_SET: BRIDGE ABUTMENT
 PQ0108_STAMPING: 0708 DA 1970
 PQ0108_MARK LOGO: MNHD
 PQ0108_MAGNETIC: N = NO MAGNETIC MATERIAL
 PQ0108_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PQ0108_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 PQ0108+SATELLITE: SATELLITE OBSERVATIONS - September 20, 2022
 PQ0108
 PQ0108  HISTORY     - Date     Condition        Report By
 PQ0108  HISTORY     - 19700401 MONUMENTED       MNHD
 PQ0108  HISTORY     - 1973     GOOD             MNDT
 PQ0108  HISTORY     - 1980     GOOD             MNDT
 PQ0108  HISTORY     - 20160503 GOOD             MNDT
 PQ0108  HISTORY     - 20220920 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.
 PQ0108
 PQ0108                          STATION RECOVERY (2016)
 PQ0108
 PQ0108'RECOVERY NOTE BY MN DEPT OF TRANSP 2016 (KMS)
 PQ0108'THE STATION IS LOCATED ABOUT 6.9 MI (11.1 KM) EAST-NORTHEAST OF PERTH,
 PQ0108'6.4 MI (10.3 KM) SOUTH-SOUTHWEST OF JUDSON AND IN THE TOWN OF LAKE
 PQ0108'CRYSTAL, MN.
 PQ0108'
 PQ0108'TO REACH THE MARK IN SOUTHEAST CORNER OF TRUNK HIGHWAY 60 BRIDGE
 PQ0108'NUMBER 07003 OVER RAILROAD, 0.2 MI (0.3 KM) NORTHEAST OF THE JUNCTION
 PQ0108'ON TRUNK HIGHWAY 60 FROM TRUNK HIGHWAY 60 AND COUNTY ROAD 20(KNIGHTS
 PQ0108'LANE), AT TRUNK HIGHWAY 60 MILE POINT 93.6.
 PQ0108'
 PQ0108'THE MARK IS LOCATED 18.5 FT (5.6 M) SOUTHEAST OF EASTBOUND TRUNK
 PQ0108'HIGHWAY 60.
 PQ0108
 PQ0108                          STATION RECOVERY (2022)
 PQ0108
 PQ0108'RECOVERY NOTE BY MN DEPT OF TRANSP 2022 (KMS)
 PQ0108'IN LAKE CRYSTAL, IN THE SOUTHEAST CORNER OF TRUNK HIGHWAY 60 BRIDGE
 PQ0108'NUMBER 07003 OVER A RAILROAD, 0.2 MI (0.3 KM) NORTHEAST ALONG TRUNK
 PQ0108'HIGHWAY 60 FROM THE JUNCTION OF TRUNK HIGHWAY 60 AND COUNTY ROAD 20
 PQ0108'(KNIGHTS LANE), AT TRUNK HIGHWAY 60 MILE POINT 93.6, 18.5 FT (5.6 M)
 PQ0108'SOUTHEAST OF EASTBOUND TRUNK HIGHWAY 60.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 PQ0115 ***********************************************************************
 PQ0115  DESIGNATION -  0708 E
 PQ0115  PID         -  PQ0115
 PQ0115  STATE/COUNTY-  MN/BLUE EARTH
 PQ0115  COUNTRY     -  US
 PQ0115  USGS QUAD   -  LAKE CRYSTAL (2019)
 PQ0115
 PQ0115                         *CURRENT SURVEY CONTROL
 PQ0115  ______________________________________________________________________
 PQ0115* NAD 83(1986) POSITION- 44 07 07.     (N) 094 12 19.     (W)   SCALED
 PQ0115* NAVD 88 ORTHO HEIGHT -   294.455 (meters)      966.06  (feet) ADJUSTED
 PQ0115  ______________________________________________________________________
 PQ0115  GEOID HEIGHT    -        -28.224 (meters)                     GEOID18
 PQ0115  DYNAMIC HEIGHT  -        294.405 (meters)      965.89  (feet) COMP
 PQ0115  MODELED GRAVITY -    980,442.9   (mgal)                       NAVD 88
 PQ0115
 PQ0115  VERT ORDER      -  SECOND    CLASS 0
 PQ0115
 PQ0115.The horizontal coordinates were scaled from a map and have
 PQ0115.an estimated accuracy of +/- 6 seconds.
 PQ0115
 PQ0115.The orthometric height was determined by differential leveling and
 PQ0115.adjusted by the NATIONAL GEODETIC SURVEY
 PQ0115.in June 1991.
 PQ0115
 PQ0115.Significant digits in the geoid height do not necessarily reflect accuracy.
 PQ0115.GEOID18 height accuracy estimate available here.
 PQ0115
 PQ0115.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVJ035857(NAD 83)
 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
 PQ0115.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PQ0115.See file dsdata.pdf to determine how the superseded data were derived.
 PQ0115
 PQ0115_MARKER: DD = SURVEY DISK
 PQ0115_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 PQ0115_SP_SET: STEP
 PQ0115_STAMPING: 0708-E 1960
 PQ0115_MARK LOGO: MNHD
 PQ0115_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PQ0115
 PQ0115  HISTORY     - Date     Condition        Report By
 PQ0115  HISTORY     - 1960     MONUMENTED       MNHD
 PQ0115  HISTORY     - 1973     GOOD             MNDT
 PQ0115  HISTORY     - 1978     GOOD             MNDT
 PQ0115
 PQ0115                          STATION DESCRIPTION
 PQ0115
 PQ0115'DESCRIBED BY MN DEPT OF TRANSP 1973
 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, T108N, R28W.
 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 = MARCH 21, 2026 06:05:54 EDT
 PQ0114 ***********************************************************************
 PQ0114  DESIGNATION -  0708 EA
 PQ0114  PID         -  PQ0114
 PQ0114  STATE/COUNTY-  MN/BLUE EARTH
 PQ0114  COUNTRY     -  US
 PQ0114  USGS QUAD   -  LAKE CRYSTAL (2019)
 PQ0114
 PQ0114                         *CURRENT SURVEY CONTROL
 PQ0114  ______________________________________________________________________
 PQ0114* NAD 83(1986) POSITION- 44 07 05.04   (N) 094 12 18.17   (W)   HD_HELD1
 PQ0114* NAVD 88 ORTHO HEIGHT -   295.558 (meters)      969.68  (feet) ADJUSTED
 PQ0114  ______________________________________________________________________
 PQ0114  GEOID HEIGHT    -        -28.225 (meters)                     GEOID18
 PQ0114  DYNAMIC HEIGHT  -        295.508 (meters)      969.51  (feet) COMP
 PQ0114  MODELED GRAVITY -    980,442.9   (mgal)                       NAVD 88
 PQ0114
 PQ0114  VERT ORDER      -  SECOND    CLASS I
 PQ0114
 PQ0114.The horizontal coordinates were determined by differentially corrected
 PQ0114.hand held GPS observations or other comparable positioning techniques
 PQ0114.and have an estimated accuracy of +/- 3 meters.
 PQ0114
 PQ0114.The orthometric height was determined by differential leveling and
 PQ0114.adjusted by the NATIONAL GEODETIC SURVEY
 PQ0114.in May 2019.
 PQ0114
 PQ0114.Significant digits in the geoid height do not necessarily reflect accuracy.
 PQ0114.GEOID18 height accuracy estimate available here.
 PQ0114
 PQ0114.Click photographs - Photos may exist for this station.
 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     -   224,250.8     783,587.5     MT  (+/- 3 meters HH1 GPS) 
 PQ0114
 PQ0114_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVJ0357785692(NAD 83)
 PQ0114
 PQ0114                          SUPERSEDED SURVEY CONTROL
 PQ0114
 PQ0114  NAVD 88 (06/15/91)  295.570  (m)          969.72   (f) SUPERSEDED  2 0
 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
 PQ0114.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PQ0114.See file dsdata.pdf to determine how the superseded data were derived.
 PQ0114
 PQ0114_MARKER: DB = BENCH MARK DISK
 PQ0114_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 PQ0114_SP_SET: BOX CULVERT
 PQ0114_STAMPING: 0708 EA 1970
 PQ0114_MARK LOGO: MNHD
 PQ0114_MAGNETIC: N = NO MAGNETIC MATERIAL
 PQ0114_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PQ0114+STABILITY: SURFACE MOTION
 PQ0114_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 PQ0114+SATELLITE: SATELLITE OBSERVATIONS - September 20, 2022
 PQ0114
 PQ0114  HISTORY     - Date     Condition        Report By
 PQ0114  HISTORY     - 1970     MONUMENTED       MNHD
 PQ0114  HISTORY     - 1973     GOOD             MNDT
 PQ0114  HISTORY     - 1978     GOOD             MNDT
 PQ0114  HISTORY     - 1981     GOOD             MNDT
 PQ0114  HISTORY     - 20160503 GOOD             MNDT
 PQ0114  HISTORY     - 20220920 GOOD             MNDT
 PQ0114
 PQ0114                          STATION DESCRIPTION
 PQ0114
 PQ0114'DESCRIBED BY MN DEPT OF TRANSP 1973
 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, T108N, R28W.
 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, T108N, R28W.
 PQ0114
 PQ0114                          STATION RECOVERY (2016)
 PQ0114
 PQ0114'RECOVERY NOTE BY MN DEPT OF TRANSP 2016 (KMS)
 PQ0114'RECOVERED AS DESCRIBED.
 PQ0114
 PQ0114                          STATION RECOVERY (2022)
 PQ0114
 PQ0114'RECOVERY NOTE BY MN DEPT OF TRANSP 2022 (KMS)
 PQ0114'1.0 MI (1.6 KM) NORTHEAST OF LAKE CRYSTAL, 0.2 MI (0.3 KM) NORTHEAST
 PQ0114'ALONG TRUNK HIGHWAY 60 FROM THE JUNCTION OF TRUNK HIGHWAY 60 AND
 PQ0114'COUNTY ROAD 112 IN LAKE CRYSTAL, AT TRUNK HIGHWAY 60 MILE POINT 94.9,
 PQ0114'IN THE SOUTHWEST END OF THE SOUTHEAST HEADWALL OF TRUNK HIGHWAY 60 BOX
 PQ0114'CULVERT NUMBER 07006 OVER MINNEOPA CREEK, 32.4 FT (9.9 M) SOUTHEAST OF
 PQ0114'EASTBOUND TRUNK HIGHWAY 60.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 PQ0570 ***********************************************************************
 PQ0570  DESIGNATION -  0708 F
 PQ0570  PID         -  PQ0570
 PQ0570  STATE/COUNTY-  MN/BLUE EARTH
 PQ0570  COUNTRY     -  US
 PQ0570  USGS QUAD   -  JUDSON (2019)
 PQ0570
 PQ0570                         *CURRENT SURVEY CONTROL
 PQ0570  ______________________________________________________________________
 PQ0570* NAD 83(1986) POSITION- 44 07 39.     (N) 094 11 12.     (W)   SCALED
 PQ0570* NAVD 88 ORTHO HEIGHT -   296.821 (meters)      973.82  (feet) ADJUSTED
 PQ0570  ______________________________________________________________________
 PQ0570  GEOID HEIGHT    -        -28.220 (meters)                     GEOID18
 PQ0570  DYNAMIC HEIGHT  -        296.771 (meters)      973.66  (feet) COMP
 PQ0570  MODELED GRAVITY -    980,445.0   (mgal)                       NAVD 88
 PQ0570
 PQ0570  VERT ORDER      -  SECOND    CLASS I
 PQ0570
 PQ0570.The horizontal coordinates were scaled from a map and have
 PQ0570.an estimated accuracy of +/- 6 seconds.
 PQ0570
 PQ0570.The orthometric height was determined by differential leveling and
 PQ0570.adjusted by the NATIONAL GEODETIC SURVEY
 PQ0570.in June 1991.
 PQ0570
 PQ0570.Significant digits in the geoid height do not necessarily reflect accuracy.
 PQ0570.GEOID18 height accuracy estimate available here.
 PQ0570
 PQ0570.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVJ050867(NAD 83)
 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
 PQ0570.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PQ0570.See file dsdata.pdf to determine how the superseded data were derived.
 PQ0570
 PQ0570_MARKER: DB = BENCH MARK DISK
 PQ0570_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 PQ0570_STAMPING: 0708 F 1960
 PQ0570_MARK LOGO: MNHD
 PQ0570_PROJECTION: RECESSED 10 CENTIMETERS
 PQ0570_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PQ0570
 PQ0570  HISTORY     - Date     Condition        Report By
 PQ0570  HISTORY     - 1960     MONUMENTED       MNHD
 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 = MARCH 21, 2026 06:05:54 EDT
 PQ0571 ***********************************************************************
 PQ0571  DESIGNATION -  0708 G
 PQ0571  PID         -  PQ0571
 PQ0571  STATE/COUNTY-  MN/BLUE EARTH
 PQ0571  COUNTRY     -  US
 PQ0571  USGS QUAD   -  JUDSON (2019)
 PQ0571
 PQ0571                         *CURRENT SURVEY CONTROL
 PQ0571  ______________________________________________________________________
 PQ0571* NAD 83(1986) POSITION- 44 07 55.     (N) 094 10 41.     (W)   SCALED
 PQ0571* NAVD 88 ORTHO HEIGHT -   296.763 (meters)      973.63  (feet) ADJUSTED
 PQ0571  ______________________________________________________________________
 PQ0571  GEOID HEIGHT    -        -28.217 (meters)                     GEOID18
 PQ0571  DYNAMIC HEIGHT  -        296.715 (meters)      973.47  (feet) COMP
 PQ0571  MODELED GRAVITY -    980,446.1   (mgal)                       NAVD 88
 PQ0571
 PQ0571  VERT ORDER      -  SECOND    CLASS I
 PQ0571
 PQ0571.The horizontal coordinates were scaled from a map and have
 PQ0571.an estimated accuracy of +/- 6 seconds.
 PQ0571
 PQ0571.The orthometric height was determined by differential leveling and
 PQ0571.adjusted by the NATIONAL GEODETIC SURVEY
 PQ0571.in June 1991.
 PQ0571
 PQ0571.Significant digits in the geoid height do not necessarily reflect accuracy.
 PQ0571.GEOID18 height accuracy estimate available here.
 PQ0571
 PQ0571.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVJ057872(NAD 83)
 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
 PQ0571.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PQ0571.See file dsdata.pdf to determine how the superseded data were derived.
 PQ0571
 PQ0571_MARKER: DB = BENCH MARK DISK
 PQ0571_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 PQ0571_STAMPING: 0708 G 1960
 PQ0571_MARK LOGO: MNHD
 PQ0571_PROJECTION: PROJECTING 30 CENTIMETERS
 PQ0571_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PQ0571
 PQ0571  HISTORY     - Date     Condition        Report By
 PQ0571  HISTORY     - 1960     MONUMENTED       MNHD
 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 = MARCH 21, 2026 06:05:54 EDT
 PQ0572 ***********************************************************************
 PQ0572  DESIGNATION -  0708 H
 PQ0572  PID         -  PQ0572
 PQ0572  STATE/COUNTY-  MN/BLUE EARTH
 PQ0572  COUNTRY     -  US
 PQ0572  USGS QUAD   -  JUDSON (2019)
 PQ0572
 PQ0572                         *CURRENT SURVEY CONTROL
 PQ0572  ______________________________________________________________________
 PQ0572* NAD 83(1986) POSITION- 44 08 08.     (N) 094 10 22.     (W)   SCALED
 PQ0572* NAVD 88 ORTHO HEIGHT -   293.390 (meters)      962.56  (feet) ADJUSTED
 PQ0572  ______________________________________________________________________
 PQ0572  GEOID HEIGHT    -        -28.214 (meters)                     GEOID18
 PQ0572  DYNAMIC HEIGHT  -        293.342 (meters)      962.41  (feet) COMP
 PQ0572  MODELED GRAVITY -    980,446.9   (mgal)                       NAVD 88
 PQ0572
 PQ0572  VERT ORDER      -  SECOND    CLASS I
 PQ0572
 PQ0572.The horizontal coordinates were scaled from a map and have
 PQ0572.an estimated accuracy of +/- 6 seconds.
 PQ0572
 PQ0572.The orthometric height was determined by differential leveling and
 PQ0572.adjusted by the NATIONAL GEODETIC SURVEY
 PQ0572.in June 1991.
 PQ0572
 PQ0572.Significant digits in the geoid height do not necessarily reflect accuracy.
 PQ0572.GEOID18 height accuracy estimate available here.
 PQ0572
 PQ0572.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVJ061875(NAD 83)
 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
 PQ0572.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PQ0572.See file dsdata.pdf to determine how the superseded data were derived.
 PQ0572
 PQ0572_MARKER: DB = BENCH MARK DISK
 PQ0572_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 PQ0572_SP_SET: ABUTMENT
 PQ0572_STAMPING: 0708 H 1960
 PQ0572_MARK LOGO: MNHD
 PQ0572_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PQ0572
 PQ0572  HISTORY     - Date     Condition        Report By
 PQ0572  HISTORY     - 1960     MONUMENTED       MNHD
 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 = MARCH 21, 2026 06:05:54 EDT
 PQ0573 ***********************************************************************
 PQ0573  DESIGNATION -  0708 I
 PQ0573  PID         -  PQ0573
 PQ0573  STATE/COUNTY-  MN/BLUE EARTH
 PQ0573  COUNTRY     -  US
 PQ0573  USGS QUAD   -  JUDSON (2019)
 PQ0573
 PQ0573                         *CURRENT SURVEY CONTROL
 PQ0573  ______________________________________________________________________
 PQ0573* NAD 83(1986) POSITION- 44 08 21.62   (N) 094 09 57.53   (W)   HD_HELD1
 PQ0573* NAVD 88 ORTHO HEIGHT -   288.458 (meters)      946.38  (feet) ADJUSTED
 PQ0573  ______________________________________________________________________
 PQ0573  GEOID HEIGHT    -        -28.210 (meters)                     GEOID18
 PQ0573  DYNAMIC HEIGHT  -        288.411 (meters)      946.23  (feet) COMP
 PQ0573  MODELED GRAVITY -    980,447.9   (mgal)                       NAVD 88
 PQ0573
 PQ0573  VERT ORDER      -  SECOND    CLASS I
 PQ0573
 PQ0573.The horizontal coordinates were determined by differentially corrected
 PQ0573.hand held GPS observations or other comparable positioning techniques
 PQ0573.and have an estimated accuracy of +/- 3 meters.
 PQ0573
 PQ0573.The orthometric height was determined by differential leveling and
 PQ0573.adjusted by the NATIONAL GEODETIC SURVEY
 PQ0573.in May 2019.
 PQ0573
 PQ0573.Significant digits in the geoid height do not necessarily reflect accuracy.
 PQ0573.GEOID18 height accuracy estimate available here.
 PQ0573
 PQ0573.Click photographs - Photos may exist for this station.
 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     -   226,607.2     786,719.3     MT  (+/- 3 meters HH1 GPS) 
 PQ0573
 PQ0573_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVJ0673788009(NAD 83)
 PQ0573
 PQ0573                          SUPERSEDED SURVEY CONTROL
 PQ0573
 PQ0573  NAVD 88 (06/15/91)  288.466  (m)          946.41   (f) SUPERSEDED  2 1
 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
 PQ0573.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PQ0573.See file dsdata.pdf to determine how the superseded data were derived.
 PQ0573
 PQ0573_MARKER: DB = BENCH MARK DISK
 PQ0573_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 PQ0573_SP_SET: BOX CULVERT
 PQ0573_STAMPING: 0708 I 1970
 PQ0573_MARK LOGO: MNHD
 PQ0573_MAGNETIC: N = NO MAGNETIC MATERIAL
 PQ0573_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PQ0573+STABILITY: SURFACE MOTION
 PQ0573_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 PQ0573+SATELLITE: SATELLITE OBSERVATIONS - September 20, 2022
 PQ0573
 PQ0573  HISTORY     - Date     Condition        Report By
 PQ0573  HISTORY     - 1970     MONUMENTED       MNHD
 PQ0573  HISTORY     - 1978     GOOD             MNDT
 PQ0573  HISTORY     - 20160503 GOOD             MNDT
 PQ0573  HISTORY     - 20220920 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.
 PQ0573
 PQ0573                          STATION RECOVERY (2016)
 PQ0573
 PQ0573'RECOVERY NOTE BY MN DEPT OF TRANSP 2016 (KMS)
 PQ0573'RECOVERED AS DESCRIBED.
 PQ0573
 PQ0573                          STATION RECOVERY (2022)
 PQ0573
 PQ0573'RECOVERY NOTE BY MN DEPT OF TRANSP 2022 (KMS)
 PQ0573'3.8 MI (6.1 KM) NORTHEAST OF LAKE CRYSTAL, IN THE SOUTHWEST END OF THE
 PQ0573'SOUTHEAST HEADWALL OF TRUNK HIGHWAY 60 BOX CULVERT NUMBER 07007 AT
 PQ0573'MINNEOPA CREEK, 2.65 MI (4.26 KM) NORTHEAST ALONG TRUNK HIGHWAY 60
 PQ0573'FROM THE JUNCTION OF TRUNK HIGHWAY 60 AND COUNTY ROAD 112 IN LAKE
 PQ0573'CRYSTAL, AT TRUNK HIGHWAY 60 MILE POINT 97.4, 28.3 FT (8.6 M)
 PQ0573'SOUTHEAST OF EASTBOUND TRUNK HIGHWAY 60.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 PQ0574 ***********************************************************************
 PQ0574  DESIGNATION -  0708 J
 PQ0574  PID         -  PQ0574
 PQ0574  STATE/COUNTY-  MN/BLUE EARTH
 PQ0574  COUNTRY     -  US
 PQ0574  USGS QUAD   -  JUDSON (2019)
 PQ0574
 PQ0574                         *CURRENT SURVEY CONTROL
 PQ0574  ______________________________________________________________________
 PQ0574* NAD 83(1986) POSITION- 44 08 31.28   (N) 094 09 41.61   (W)   HD_HELD1
 PQ0574* NAVD 88 ORTHO HEIGHT -   287.280 (meters)      942.52  (feet) ADJUSTED
 PQ0574  ______________________________________________________________________
 PQ0574  GEOID HEIGHT    -        -28.207 (meters)                     GEOID18
 PQ0574  DYNAMIC HEIGHT  -        287.233 (meters)      942.36  (feet) COMP
 PQ0574  MODELED GRAVITY -    980,448.6   (mgal)                       NAVD 88
 PQ0574
 PQ0574  VERT ORDER      -  SECOND    CLASS I
 PQ0574
 PQ0574.The horizontal coordinates were determined by differentially corrected
 PQ0574.hand held GPS observations or other comparable positioning techniques
 PQ0574.and have an estimated accuracy of +/- 3 meters.
 PQ0574
 PQ0574.The orthometric height was determined by differential leveling and
 PQ0574.adjusted by the NATIONAL GEODETIC SURVEY
 PQ0574.in May 2019.
 PQ0574
 PQ0574.Significant digits in the geoid height do not necessarily reflect accuracy.
 PQ0574.GEOID18 height accuracy estimate available here.
 PQ0574
 PQ0574.Click photographs - Photos may exist for this station.
 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     -   226,904.6     787,073.7     MT  (+/- 3 meters HH1 GPS) 
 PQ0574
 PQ0574_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVJ0709588303(NAD 83)
 PQ0574
 PQ0574                          SUPERSEDED SURVEY CONTROL
 PQ0574
 PQ0574  NAVD 88 (06/15/91)  287.248  (m)          942.41   (f) SUPERSEDED  2 1
 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
 PQ0574.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PQ0574.See file dsdata.pdf to determine how the superseded data were derived.
 PQ0574
 PQ0574_MARKER: DB = BENCH MARK DISK
 PQ0574_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 PQ0574_STAMPING: 0708 J 1978
 PQ0574_MARK LOGO: MNHD
 PQ0574_PROJECTION: PROJECTING 5 CENTIMETERS
 PQ0574_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 PQ0574_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PQ0574_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 PQ0574+SATELLITE: SATELLITE OBSERVATIONS - September 20, 2022
 PQ0574
 PQ0574  HISTORY     - Date     Condition        Report By
 PQ0574  HISTORY     - 19700401 MONUMENTED       MNHD
 PQ0574  HISTORY     - 1978     GOOD             MNDT
 PQ0574  HISTORY     - 20160503 GOOD             MNDT
 PQ0574  HISTORY     - 20220920 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.
 PQ0574
 PQ0574                          STATION RECOVERY (2016)
 PQ0574
 PQ0574'RECOVERY NOTE BY MN DEPT OF TRANSP 2016 (MAS)
 PQ0574'THE MARK IS LOCATED ABOUT 4.1 MI (6.6 KM) NORTHEAST OF LAKE CRYSTAL.
 PQ0574'
 PQ0574'TO REACH THE MARK GO 3.5 MI (5.6 KM) NORTHEAST ALONG TRUNK HIGHWAY 60
 PQ0574'FROM THE JUNCTION OF TRUNK HIGHWAY 60 AND COUNTY ROAD 76 IN LAKE
 PQ0574'CRYSTAL, 0.2 MI (0.3 KM) SOUTHWEST OF, AT TRUNK HIGHWAY 60 MILE POINT
 PQ0574'97.55, 2.2 MI (3.5 KM) WEST ALONG TRUNK HIGHWAY 60 FROM THE WEST
 PQ0574'JUNCTION OF TRUNK HIGHWAY 60 AND TRUNK HIGHWAY 169.
 PQ0574'
 PQ0574'THE MARK IS LOCATED 94 FT (28.7 M) SOUTHEAST OF EASTBOUND TRUNK
 PQ0574'HIGHWAY 60, 0.6 FT (18 CM) NORTHEAST OF A WITNESS POST.
 PQ0574
 PQ0574                          STATION RECOVERY (2022)
 PQ0574
 PQ0574'RECOVERY NOTE BY MN DEPT OF TRANSP 2022 (KMS)
 PQ0574'4.1 MI (6.6 KM) NORTHEAST OF LAKE CRYSTAL, 3.5 MI (5.6 KM) NORTHEAST
 PQ0574'ALONG TRUNK HIGHWAY 60 FROM THE JUNCTION OF TRUNK HIGHWAY 60 AND
 PQ0574'COUNTY ROAD 76 IN LAKE CRYSTAL, 0.2 MI (0.3 KM) SOUTHWEST OF COUNTY
 PQ0574'ROAD 115, AT TRUNK HIGHWAY 60 MILE POINT 97.55, 2.2 MI (3.5 KM) WEST
 PQ0574'ALONG TRUNK HIGHWAY 60 FROM THE WEST JUNCTION OF TRUNK HIGHWAY 60 AND
 PQ0574'TRUNK HIGHWAY 169, 94.0 FT (28.7 M) SOUTHEAST OF EASTBOUND TRUNK
 PQ0574'HIGHWAY 60, 0.6 FT (18 CM) NORTHWEST OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 PQ0575 ***********************************************************************
 PQ0575  DESIGNATION -  0708 K
 PQ0575  PID         -  PQ0575
 PQ0575  STATE/COUNTY-  MN/BLUE EARTH
 PQ0575  COUNTRY     -  US
 PQ0575  USGS QUAD   -  JUDSON (2019)
 PQ0575
 PQ0575                         *CURRENT SURVEY CONTROL
 PQ0575  ______________________________________________________________________
 PQ0575* NAD 83(1986) POSITION- 44 08 41.26   (N) 094 08 46.25   (W)   HD_HELD1
 PQ0575* NAVD 88 ORTHO HEIGHT -   294.983 (meters)      967.79  (feet) ADJUSTED
 PQ0575  ______________________________________________________________________
 PQ0575  GEOID HEIGHT    -        -28.200 (meters)                     GEOID18
 PQ0575  DYNAMIC HEIGHT  -        294.935 (meters)      967.63  (feet) COMP
 PQ0575  MODELED GRAVITY -    980,450.6   (mgal)                       NAVD 88
 PQ0575
 PQ0575  VERT ORDER      -  SECOND    CLASS I
 PQ0575
 PQ0575.The horizontal coordinates were determined by differentially corrected
 PQ0575.hand held GPS observations or other comparable positioning techniques
 PQ0575.and have an estimated accuracy of +/- 3 meters.
 PQ0575
 PQ0575.The orthometric height was determined by differential leveling and
 PQ0575.adjusted by the NATIONAL GEODETIC SURVEY
 PQ0575.in May 2019.
 PQ0575
 PQ0575.Significant digits in the geoid height do not necessarily reflect accuracy.
 PQ0575.GEOID18 height accuracy estimate available here.
 PQ0575
 PQ0575.Click photographs - Photos may exist for this station.
 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     -   227,210.3     788,304.7     MT  (+/- 3 meters HH1 GPS) 
 PQ0575
 PQ0575_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVJ0832988593(NAD 83)
 PQ0575
 PQ0575                          SUPERSEDED SURVEY CONTROL
 PQ0575
 PQ0575  NAVD 88 (06/15/91)  294.954  (m)          967.69   (f) SUPERSEDED  2 1
 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
 PQ0575.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PQ0575.See file dsdata.pdf to determine how the superseded data were derived.
 PQ0575
 PQ0575_MARKER: DB = BENCH MARK DISK
 PQ0575_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 PQ0575_STAMPING: 0708 J 1978
 PQ0575_MARK LOGO: MNHD
 PQ0575_PROJECTION: RECESSED 5 CENTIMETERS
 PQ0575_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 PQ0575_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PQ0575_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 PQ0575+SATELLITE: SATELLITE OBSERVATIONS - September 20, 2022
 PQ0575
 PQ0575  HISTORY     - Date     Condition        Report By
 PQ0575  HISTORY     - 1978     MONUMENTED       MNHD
 PQ0575  HISTORY     - 20160503 GOOD             MNDT
 PQ0575  HISTORY     - 20220920 GOOD             MNDT
 PQ0575
 PQ0575                          STATION DESCRIPTION
 PQ0575
 PQ0575'DESCRIBED BY MN HIGHWAY DEPT 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.
 PQ0575
 PQ0575                          STATION RECOVERY (2016)
 PQ0575
 PQ0575'RECOVERY NOTE BY MN DEPT OF TRANSP 2016 (MAS)
 PQ0575'RECOVERED AS DESCRIBED.
 PQ0575
 PQ0575                          STATION RECOVERY (2022)
 PQ0575
 PQ0575'RECOVERY NOTE BY MN DEPT OF TRANSP 2022 (KMS)
 PQ0575'4.75 MI (7.64 KM) NORTHEAST OF LAKE CRYSTAL, 4.3 MI (6.9 KM) NORTHEAST
 PQ0575'ALONG TRUNK HIGHWAY 60 FROM THE JUNCTION OF TRUNK HIGHWAY 60 AND
 PQ0575'COUNTY ROAD 76 IN LAKE CRYSTAL, 1.4 MI (2.3 KM) WEST OF THE WEST
 PQ0575'JUNCTION OF TRUNK HIGHWAY 60 AND TRUNK HIGHWAY 169, AT TRUNK HIGHWAY
 PQ0575'60 MILE POINT 98.5, 124.0 FT (37.8 M) EAST OF A DRIVEWAY, 112.0 FT
 PQ0575'(34.1 M) WEST OF A POWER POLE WITH GUYWIRES, 99.0 FT (30.2 M) SOUTH OF
 PQ0575'EASTBOUND TRUNK HIGHWAY 60, 10.2 FT (3.1 M) WEST OF A TELEPHONE
 PQ0575'PEDESTAL B6-A1, 0.5 FT (15 CM) NORTH OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 PQ0576 ***********************************************************************
 PQ0576  DESIGNATION -  0708 L
 PQ0576  PID         -  PQ0576
 PQ0576  STATE/COUNTY-  MN/BLUE EARTH
 PQ0576  COUNTRY     -  US
 PQ0576  USGS QUAD   -  JUDSON (2019)
 PQ0576
 PQ0576                         *CURRENT SURVEY CONTROL
 PQ0576  ______________________________________________________________________
 PQ0576* NAD 83(2011) POSITION- 44 08 40.54588(N) 094 08 18.57560(W)   ADJUSTED
 PQ0576* NAD 83(2011) ELLIP HT-   270.578 (meters)        (12/10/24)   ADJUSTED
 PQ0576* NAD 83(2011) EPOCH   -  2010.00
 PQ0576* NAVD 88 ORTHO HEIGHT -   298.784 (meters)      980.26  (feet) ADJUSTED
 PQ0576  ______________________________________________________________________
 PQ0576  GEOID HEIGHT    -        -28.199 (meters)                     GEOID18
 PQ0576  NAD 83(2011) X  -   -330,851.747 (meters)                     COMP
 PQ0576  NAD 83(2011) Y  - -4,572,541.186 (meters)                     COMP
 PQ0576  NAD 83(2011) Z  -  4,419,823.311 (meters)                     COMP
 PQ0576  LAPLACE CORR    -          0.28  (seconds)                    DEFLEC18
 PQ0576  DYNAMIC HEIGHT  -        298.737 (meters)      980.11  (feet) COMP
 PQ0576  MODELED GRAVITY -    980,451.4   (mgal)                       NAVD 88
 PQ0576
 PQ0576  VERT ORDER      -  SECOND    CLASS I
 PQ0576
 PQ0576  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 PQ0576  Standards:
 PQ0576         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 PQ0576            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 PQ0576  -------------------------------------------------------------------
 PQ0576  NETWORK    0.38   0.88           0.17   0.14   0.45     -0.06066241
 PQ0576  -------------------------------------------------------------------
 PQ0576  Click here for local accuracies and other accuracy information.
 PQ0576
 PQ0576.The horizontal coordinates were established by GPS observations
 PQ0576.and adjusted by the MN DEPT OF TRANSP in December 2024.
 PQ0576
 PQ0576.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 PQ0576.been affixed to the stable North American tectonic plate. See 
 PQ0576.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 PQ0576
 PQ0576.The horizontal coordinates are valid at the epoch date displayed above
 PQ0576.which is a decimal equivalence of Year/Month/Day.
 PQ0576
 PQ0576.The orthometric height was determined by differential leveling and
 PQ0576.adjusted by the NATIONAL GEODETIC SURVEY
 PQ0576.in May 2019.
 PQ0576
 PQ0576.Significant digits in the geoid height do not necessarily reflect accuracy.
 PQ0576.GEOID18 height accuracy estimate available here.
 PQ0576
 PQ0576.Click photographs - Photos may exist for this station.
 PQ0576
 PQ0576.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 PQ0576
 PQ0576.The Laplace correction was computed from DEFLEC18 derived deflections.
 PQ0576
 PQ0576.The ellipsoidal height was determined by GPS observations
 PQ0576.and is referenced to NAD 83.
 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. The following values were computed from the NAD 83(2011) position.
 PQ0576
 PQ0576;                    North         East     Units Scale Factor Converg.
 PQ0576;SPC MN S     -   227,187.209   788,919.654   MT  0.99994133   -0 05 49.5
 PQ0576;SPC MN S     -   745,363.37  2,588,313.90   sFT  0.99994133   -0 05 49.5
 PQ0576;UTM  15      - 4,888,563.126   408,944.100   MT  0.99970197   -0 47 34.7
 PQ0576
 PQ0576!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PQ0576!SPC MN S     -   0.99995757  x   0.99994133  =   0.99989891
 PQ0576!UTM  15      -   0.99995757  x   0.99970197  =   0.99965956
 PQ0576
 PQ0576_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVJ0894488563(NAD 83)
 PQ0576
 PQ0576                          SUPERSEDED SURVEY CONTROL
 PQ0576
 PQ0576  NAVD 88 (06/15/91)  298.790  (m)          980.28   (f) SUPERSEDED  2 1
 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
 PQ0576.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PQ0576.See file dsdata.pdf to determine how the superseded data were derived.
 PQ0576
 PQ0576_MARKER: DB = BENCH MARK DISK
 PQ0576_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 PQ0576_STAMPING: 0708 L 1978
 PQ0576_MARK LOGO: MNHD
 PQ0576_PROJECTION: PROJECTING 8 CENTIMETERS
 PQ0576_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 PQ0576_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PQ0576_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PQ0576+SATELLITE: SATELLITE OBSERVATIONS - April 30, 2024
 PQ0576
 PQ0576  HISTORY     - Date     Condition        Report By
 PQ0576  HISTORY     - 19780401 MONUMENTED       MNHD
 PQ0576  HISTORY     - 20160503 GOOD             MNDT
 PQ0576  HISTORY     - 20210420 GOOD             MNDT
 PQ0576  HISTORY     - 20220920 GOOD             MNDT
 PQ0576  HISTORY     - 20240430 GOOD             MNDT
 PQ0576
 PQ0576                          STATION DESCRIPTION
 PQ0576
 PQ0576'DESCRIBED BY MN HIGHWAY DEPT 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.
 PQ0576
 PQ0576                          STATION RECOVERY (2016)
 PQ0576
 PQ0576'RECOVERY NOTE BY MN DEPT OF TRANSP 2016 (MAS)
 PQ0576'RECOVERED AS DESCRIBED.
 PQ0576
 PQ0576                          STATION RECOVERY (2021)
 PQ0576
 PQ0576'RECOVERY NOTE BY MN DEPT OF TRANSP 2021 (KMS)
 PQ0576'5.0 MI (8.0 KM) NORTHEAST OF LAKE CRYSTAL, 4.7 MI (7.6 KM) NORTHEAST
 PQ0576'ALONG TRUNK HIGHWAY 60 FROM THE JUNCTION OF TRUNK HIGHWAY 60 AND
 PQ0576'COUNTY ROAD 76 IN LAKE CRYSTAL, 1.1 MI (1.8 KM) WEST OF THE JUNCTION
 PQ0576'OF TRUNK HIGHWAY 60 AND TRUNK HIGHWAY 169, AT TRUNK HIGHWAY 60 MILE
 PQ0576'POINT 98.9, 129.0 FT (39.3 M) EAST OF A POWER POLE, 122.5 FT (37.3 M)
 PQ0576'WEST OF A POWER POLE, 98.5 FT (30.0 M) SOUTH OF EASTBOUND TRUNK
 PQ0576'HIGHWAY 60, AT THE CENTER OF A FIELD ENTRANCE, 1.4 FT (0.4 M) NORTH OF
 PQ0576'A WITNESS POST.
 PQ0576
 PQ0576                          STATION RECOVERY (2022)
 PQ0576
 PQ0576'RECOVERY NOTE BY MN DEPT OF TRANSP 2022 (KMS)
 PQ0576'RECOVERED IN GOOD CONDITION.
 PQ0576
 PQ0576                          STATION RECOVERY (2024)
 PQ0576
 PQ0576'RECOVERY NOTE BY MN DEPT OF TRANSP 2024 (BXB)
 PQ0576'THE MARK IS LOCATED ABOUT 5.0 MI (8.0 KM) NORTHEAST OF LAKE CRYSTAL,
 PQ0576'4.7 MI (7.6 KM) NORTHEAST ALONG TRUNK HIGHWAY 60 FROM THE JUNCTION OF
 PQ0576'TRUNK HIGHWAY 60 AND COUNTY ROAD 76 IN LAKE CRYSTAL, 1.1 MI (1.8 KM)
 PQ0576'WEST OF THE JUNCTION OF TRUNK HIGHWAY 60 AND TRUNK HIGHWAY 169, AT
 PQ0576'TRUNK HIGHWAY 60 MILE POINT 98.9, 129.0 FT (39.3 M) EAST OF A POWER
 PQ0576'POLE, 122.5 FT (37.3 M) WEST OF A POWER POLE, 98.5 FT (30.0 M) SOUTH
 PQ0576'OF EASTBOUND TRUNK HIGHWAY 60, AT THE CENTER OF A FIELD ENTRANCE, 1.4
 PQ0576'FT (0.4 M) NORTH OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DQ5423 ***********************************************************************
 DQ5423  DESIGNATION -  0708 P
 DQ5423  PID         -  DQ5423
 DQ5423  STATE/COUNTY-  MN/BLUE EARTH
 DQ5423  COUNTRY     -  US
 DQ5423  USGS QUAD   -  JUDSON (2019)
 DQ5423
 DQ5423                         *CURRENT SURVEY CONTROL
 DQ5423  ______________________________________________________________________
 DQ5423* NAD 83(2011) POSITION- 44 08 41.56312(N) 094 09 29.72997(W)   ADJUSTED
 DQ5423* NAD 83(2011) ELLIP HT-   257.348 (meters)        (12/10/24)   ADJUSTED
 DQ5423* NAD 83(2011) EPOCH   -  2010.00
 DQ5423* NAVD 88 ORTHO HEIGHT -   285.558 (meters)      936.87  (feet) ADJUSTED
 DQ5423  ______________________________________________________________________
 DQ5423  GEOID HEIGHT    -        -28.205 (meters)                     GEOID18
 DQ5423  NAD 83(2011) X  -   -332,426.825 (meters)                     COMP
 DQ5423  NAD 83(2011) Y  - -4,572,395.502 (meters)                     COMP
 DQ5423  NAD 83(2011) Z  -  4,419,836.627 (meters)                     COMP
 DQ5423  LAPLACE CORR    -          0.80  (seconds)                    DEFLEC18
 DQ5423  DYNAMIC HEIGHT  -        285.512 (meters)      936.72  (feet) COMP
 DQ5423  MODELED GRAVITY -    980,449.2   (mgal)                       NAVD 88
 DQ5423
 DQ5423  VERT ORDER      -  SECOND    CLASS I
 DQ5423
 DQ5423  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DQ5423  Standards:
 DQ5423         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DQ5423            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DQ5423  -------------------------------------------------------------------
 DQ5423  NETWORK    0.38   0.86           0.17   0.14   0.44     -0.07380740
 DQ5423  -------------------------------------------------------------------
 DQ5423  Click here for local accuracies and other accuracy information.
 DQ5423
 DQ5423.The horizontal coordinates were established by GPS observations
 DQ5423.and adjusted by the MN DEPT OF TRANSP in December 2024.
 DQ5423
 DQ5423.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DQ5423.been affixed to the stable North American tectonic plate. See 
 DQ5423.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DQ5423
 DQ5423.The horizontal coordinates are valid at the epoch date displayed above
 DQ5423.which is a decimal equivalence of Year/Month/Day.
 DQ5423
 DQ5423.The orthometric height was determined by differential leveling and
 DQ5423.adjusted by the NATIONAL GEODETIC SURVEY
 DQ5423.in May 2019.
 DQ5423
 DQ5423.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ5423.GEOID18 height accuracy estimate available here.
 DQ5423
 DQ5423.Click photographs - Photos may exist for this station.
 DQ5423
 DQ5423.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DQ5423
 DQ5423.The Laplace correction was computed from DEFLEC18 derived deflections.
 DQ5423
 DQ5423.The ellipsoidal height was determined by GPS observations
 DQ5423.and is referenced to NAD 83.
 DQ5423
 DQ5423.The dynamic height is computed by dividing the NAVD 88
 DQ5423.geopotential number by the normal gravity value computed on the
 DQ5423.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ5423.degrees latitude (g = 980.6199 gals.).
 DQ5423
 DQ5423.The modeled gravity was interpolated from observed gravity values.
 DQ5423
 DQ5423. The following values were computed from the NAD 83(2011) position.
 DQ5423
 DQ5423;                    North         East     Units Scale Factor Converg.
 DQ5423;SPC MN S     -   227,221.475   787,338.382   MT  0.99994130   -0 06 39.3
 DQ5423;SPC MN S     -   745,475.79  2,583,126.01   sFT  0.99994130   -0 06 39.3
 DQ5423;UTM  15      - 4,888,616.581   407,363.736   MT  0.99970554   -0 48 24.3
 DQ5423
 DQ5423!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DQ5423!SPC MN S     -   0.99995965  x   0.99994130  =   0.99990095
 DQ5423!UTM  15      -   0.99995965  x   0.99970554  =   0.99966520
 DQ5423
 DQ5423_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVJ0736388616(NAD 83)
 DQ5423
 DQ5423                          SUPERSEDED SURVEY CONTROL
 DQ5423
 DQ5423.No superseded survey control is available for this station.
 DQ5423
 DQ5423_MARKER: I = METAL ROD
 DQ5423_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DQ5423_STAMPING: 0708 P 2016
 DQ5423_MARK LOGO: MNDT
 DQ5423_PROJECTION: RECESSED 5 CENTIMETERS
 DQ5423_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DQ5423_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ5423_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ5423+SATELLITE: SATELLITE OBSERVATIONS - April 30, 2024
 DQ5423_ROD/PIPE-DEPTH: 7.3 meters
 DQ5423
 DQ5423  HISTORY     - Date     Condition        Report By
 DQ5423  HISTORY     - 20160518 MONUMENTED       MNDT
 DQ5423  HISTORY     - 20220920 GOOD             MNDT
 DQ5423  HISTORY     - 20240430 GOOD             MNDT
 DQ5423
 DQ5423                          STATION DESCRIPTION
 DQ5423
 DQ5423'DESCRIBED BY MN DEPT OF TRANSP 2016
 DQ5423'THE MARK IS LOCATED ABOUT 3.75 MI (6.03 KM) NORTHEAST OF LAKE CRYSTAL.
 DQ5423'TO REACH THE MARK GO 3.75 MI (6.03 KM) NORTHEAST ALONG TRUNK HIGHWAY
 DQ5423'60 FROM THE JUNCTION OF TRUNK HIGHWAY 60 AND COUNTY ROAD 76 IN LAKE
 DQ5423'CRYSTAL, AT TRUNK HIGHWAY 60 MILE POINT 97.85.
 DQ5423'
 DQ5423'THE MARK IS LOCATED 81.1 FT (24.7 M) NORTH-NORTHWEST OF WEST BOUND
 DQ5423'TRUNK HIGHWAY 60, 81.0 FT (24.7 M) EAST OF COUNTY ROAD 115(528TH
 DQ5423'AVENUE), 1.5 FT (0.5 M) SOUTH-SOUTHEAST OF A WITNESS POST.
 DQ5423'
 DQ5423'NOTE-THE STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM ROD
 DQ5423'DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION REMOVABLE DISK
 DQ5423'SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH PVC
 DQ5423'PIPE BACK FILLED WITH WASHED SAND.
 DQ5423
 DQ5423                          STATION RECOVERY (2022)
 DQ5423
 DQ5423'RECOVERY NOTE BY MN DEPT OF TRANSP 2022 (KMS)
 DQ5423'3.75 MI (6.03 KM) NORTHEAST OF LAKE CRYSTAL, 3.75 MI (6.03 KM)
 DQ5423'NORTHEAST ALONG TRUNK HIGHWAY 60 FROM THE JUNCTION OF TRUNK HIGHWAY 60
 DQ5423'AND COUNTY ROAD 76 IN LAKE CRYSTAL, AT TRUNK HIGHWAY 60 MILE POINT
 DQ5423'97.85, 81.1 FT (24.7 M) NORTH-NORTHWEST OF WEST BOUND TRUNK HIGHWAY
 DQ5423'60, 81.0 FT (24.7 M) EAST OF COUNTY ROAD 115 (528TH AVENUE), 1.5 FT
 DQ5423'(0.5 M) SOUTH-SOUTHEAST OF A WITNESS POST.
 DQ5423
 DQ5423                          STATION RECOVERY (2024)
 DQ5423
 DQ5423'RECOVERY NOTE BY MN DEPT OF TRANSP 2024 (BXB)
 DQ5423'THE MARK IS LOCATED ABOUT 3.75 MI (6.03 KM) NORTHEAST OF LAKE CRYSTAL,
 DQ5423'3.75 MI (6.03 KM) NORTHEAST ALONG TRUNK HIGHWAY 60 FROM THE JUNCTION
 DQ5423'OF TRUNK HIGHWAY 60 AND COUNTY ROAD 76 IN LAKE CRYSTAL, AT TRUNK
 DQ5423'HIGHWAY 60 MILE POINT 97.85, 81.1 FT (24.7 M) NORTH-NORTHWEST OF
 DQ5423'WESTBOUND TRUNK HIGHWAY 60, 81.0 FT (24.7 M) EAST OF COUNTY ROAD 115
 DQ5423'(528TH AVENUE), 1.5 FT (0.5 M) SOUTH-SOUTHEAST OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DQ5429 ***********************************************************************
 DQ5429  DESIGNATION -  0708 Q
 DQ5429  PID         -  DQ5429
 DQ5429  STATE/COUNTY-  MN/BLUE EARTH
 DQ5429  COUNTRY     -  US
 DQ5429  USGS QUAD   -  LAKE CRYSTAL (2019)
 DQ5429
 DQ5429                         *CURRENT SURVEY CONTROL
 DQ5429  ______________________________________________________________________
 DQ5429* NAD 83(2011) POSITION- 44 07 20.04382(N) 094 11 45.60798(W)   ADJUSTED
 DQ5429* NAD 83(2011) ELLIP HT-   274.688 (meters)        (12/10/24)   ADJUSTED
 DQ5429* NAD 83(2011) EPOCH   -  2010.00
 DQ5429* NAVD 88 ORTHO HEIGHT -   302.918 (meters)      993.82  (feet) ADJUSTED
 DQ5429  ______________________________________________________________________
 DQ5429  GEOID HEIGHT    -        -28.223 (meters)                     GEOID18
 DQ5429  NAD 83(2011) X  -   -335,567.953 (meters)                     COMP
 DQ5429  NAD 83(2011) Y  - -4,573,935.363 (meters)                     COMP
 DQ5429  NAD 83(2011) Z  -  4,418,042.766 (meters)                     COMP
 DQ5429  LAPLACE CORR    -          0.14  (seconds)                    DEFLEC18
 DQ5429  DYNAMIC HEIGHT  -        302.868 (meters)      993.66  (feet) COMP
 DQ5429  MODELED GRAVITY -    980,443.8   (mgal)                       NAVD 88
 DQ5429
 DQ5429  VERT ORDER      -  SECOND    CLASS I
 DQ5429
 DQ5429  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DQ5429  Standards:
 DQ5429         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DQ5429            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DQ5429  -------------------------------------------------------------------
 DQ5429  NETWORK    0.42   0.96           0.19   0.15   0.49     -0.02887363
 DQ5429  -------------------------------------------------------------------
 DQ5429  Click here for local accuracies and other accuracy information.
 DQ5429
 DQ5429.The horizontal coordinates were established by GPS observations
 DQ5429.and adjusted by the MN DEPT OF TRANSP in December 2024.
 DQ5429
 DQ5429.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DQ5429.been affixed to the stable North American tectonic plate. See 
 DQ5429.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DQ5429
 DQ5429.The horizontal coordinates are valid at the epoch date displayed above
 DQ5429.which is a decimal equivalence of Year/Month/Day.
 DQ5429
 DQ5429.The orthometric height was determined by differential leveling and
 DQ5429.adjusted by the NATIONAL GEODETIC SURVEY
 DQ5429.in May 2019.
 DQ5429
 DQ5429.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ5429.GEOID18 height accuracy estimate available here.
 DQ5429
 DQ5429.Click photographs - Photos may exist for this station.
 DQ5429
 DQ5429.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DQ5429
 DQ5429.The Laplace correction was computed from DEFLEC18 derived deflections.
 DQ5429
 DQ5429.The ellipsoidal height was determined by GPS observations
 DQ5429.and is referenced to NAD 83.
 DQ5429
 DQ5429.The dynamic height is computed by dividing the NAVD 88
 DQ5429.geopotential number by the normal gravity value computed on the
 DQ5429.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ5429.degrees latitude (g = 980.6199 gals.).
 DQ5429
 DQ5429.The modeled gravity was interpolated from observed gravity values.
 DQ5429
 DQ5429. The following values were computed from the NAD 83(2011) position.
 DQ5429
 DQ5429;                    North         East     Units Scale Factor Converg.
 DQ5429;SPC MN S     -   224,712.058   784,312.616   MT  0.99994382   -0 08 14.6
 DQ5429;SPC MN S     -   737,242.81  2,573,198.97   sFT  0.99994382   -0 08 14.6
 DQ5429;UTM  15      - 4,886,144.658   404,308.443   MT  0.99971262   -0 49 57.8
 DQ5429
 DQ5429!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DQ5429!SPC MN S     -   0.99995693  x   0.99994382  =   0.99990075
 DQ5429!UTM  15      -   0.99995693  x   0.99971262  =   0.99966956
 DQ5429
 DQ5429_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVJ0430886144(NAD 83)
 DQ5429
 DQ5429                          SUPERSEDED SURVEY CONTROL
 DQ5429
 DQ5429.No superseded survey control is available for this station.
 DQ5429
 DQ5429_MARKER: I = METAL ROD
 DQ5429_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DQ5429_STAMPING: 0708 Q 2016
 DQ5429_MARK LOGO: MNDT
 DQ5429_PROJECTION: RECESSED 5 CENTIMETERS
 DQ5429_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DQ5429_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ5429_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ5429+SATELLITE: SATELLITE OBSERVATIONS - April 24, 2024
 DQ5429_ROD/PIPE-DEPTH: 6.1 meters
 DQ5429
 DQ5429  HISTORY     - Date     Condition        Report By
 DQ5429  HISTORY     - 20160518 MONUMENTED       MNDT
 DQ5429  HISTORY     - 20210421 GOOD             MNDT
 DQ5429  HISTORY     - 20220920 GOOD             MNDT
 DQ5429  HISTORY     - 20240424 GOOD             MNDT
 DQ5429
 DQ5429                          STATION DESCRIPTION
 DQ5429
 DQ5429'DESCRIBED BY MN DEPT OF TRANSP 2016
 DQ5429'THE MARK IS LOCATED ABOUT 1.75 MI (2.82 KM) NORTHEAST OF LAKE CRYSTAL.
 DQ5429'TO REACH THE MARK GO 1.35 MI (2.17 KM) NORTHEAST ALONG TRUNK HIGHWAY
 DQ5429'60 FROM THE JUNCTION OF TRUNK HIGHWAY 60 AND COUNTY ROAD 76 IN LAKE
 DQ5429'CRYSTAL, AT TRUNK HIGHWAY 60 MILE POINT 95.4.
 DQ5429'
 DQ5429'THE MARK IS LOCATED 79.8 FT (24.3 M) SOUTHEAST OF EASTBOUND TRUNK
 DQ5429'HIGHWAY 60, 1.5 FT (0.5 M) NORTHWEST OF A WITNESS POST.
 DQ5429'
 DQ5429'NOTE-THE STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM ROD
 DQ5429'DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION REMOVABLE DISK
 DQ5429'SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH PVC
 DQ5429'PIPE BACK FILLED WITH WASHED SAND.
 DQ5429
 DQ5429                          STATION RECOVERY (2021)
 DQ5429
 DQ5429'RECOVERY NOTE BY MN DEPT OF TRANSP 2021 (KMS)
 DQ5429'RECOVERED IN GOOD CONDITION.
 DQ5429
 DQ5429                          STATION RECOVERY (2022)
 DQ5429
 DQ5429'RECOVERY NOTE BY MN DEPT OF TRANSP 2022 (KMS)
 DQ5429'1.75 MI (2.82 KM) NORTHEAST OF LAKE CRYSTAL, 1.35 MI (2.17 KM)
 DQ5429'NORTHEAST ALONG TRUNK HIGHWAY 60 FROM THE JUNCTION OF TRUNK HIGHWAY 60
 DQ5429'AND COUNTY ROAD 76 IN LAKE CRYSTAL, AT TRUNK HIGHWAY 60 MILE POINT
 DQ5429'95.4, 79.8 FT (24.3 M) SOUTHEAST OF EASTBOUND TRUNK HIGHWAY 60, 1.5 FT
 DQ5429'(0.5 M) NORTHWEST OF A WITNESS POST.
 DQ5429
 DQ5429                          STATION RECOVERY (2024)
 DQ5429
 DQ5429'RECOVERY NOTE BY MN DEPT OF TRANSP 2024 (BXB)
 DQ5429'THE MARK IS LOCATED ABOUT 1.75 MI (2.82 KM) NORTHEAST OF LAKE CRYSTAL,
 DQ5429'1.35 MI (2.17 KM) NORTHEAST ALONG TRUNK HIGHWAY 60 FROM THE JUNCTION
 DQ5429'OF TRUNK HIGHWAY 60 AND COUNTY ROAD 76 IN LAKE CRYSTAL, AT TRUNK
 DQ5429'HIGHWAY 60 MILE POINT 95.4, 79.8 FT (24.3 M) SOUTHEAST OF EASTBOUND
 DQ5429'TRUNK HIGHWAY 60, 1.5 FT (0.5 M) NORTHWEST OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DQ5430 ***********************************************************************
 DQ5430  DESIGNATION -  0708 R
 DQ5430  PID         -  DQ5430
 DQ5430  STATE/COUNTY-  MN/BLUE EARTH
 DQ5430  COUNTRY     -  US
 DQ5430  USGS QUAD   -  LAKE CRYSTAL (2019)
 DQ5430
 DQ5430                         *CURRENT SURVEY CONTROL
 DQ5430  ______________________________________________________________________
 DQ5430* NAD 83(2011) POSITION- 44 07 00.27972(N) 094 12 27.25351(W)   ADJUSTED
 DQ5430* NAD 83(2011) ELLIP HT-   268.106 (meters)        (12/10/24)   ADJUSTED
 DQ5430* NAD 83(2011) EPOCH   -  2010.00
 DQ5430* NAVD 88 ORTHO HEIGHT -   296.335 (meters)      972.23  (feet) ADJUSTED
 DQ5430  ______________________________________________________________________
 DQ5430  GEOID HEIGHT    -        -28.224 (meters)                     GEOID18
 DQ5430  NAD 83(2011) X  -   -336,522.252 (meters)                     COMP
 DQ5430  NAD 83(2011) Y  - -4,574,286.350 (meters)                     COMP
 DQ5430  NAD 83(2011) Z  -  4,417,600.236 (meters)                     COMP
 DQ5430  LAPLACE CORR    -         -0.35  (seconds)                    DEFLEC18
 DQ5430  DYNAMIC HEIGHT  -        296.285 (meters)      972.06  (feet) COMP
 DQ5430  MODELED GRAVITY -    980,442.6   (mgal)                       NAVD 88
 DQ5430
 DQ5430  VERT ORDER      -  SECOND    CLASS I
 DQ5430
 DQ5430  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DQ5430  Standards:
 DQ5430         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DQ5430            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DQ5430  -------------------------------------------------------------------
 DQ5430  NETWORK    0.33   0.78           0.15   0.12   0.40     -0.03751828
 DQ5430  -------------------------------------------------------------------
 DQ5430  Click here for local accuracies and other accuracy information.
 DQ5430
 DQ5430.The horizontal coordinates were established by GPS observations
 DQ5430.and adjusted by the MN DEPT OF TRANSP in December 2024.
 DQ5430
 DQ5430.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DQ5430.been affixed to the stable North American tectonic plate. See 
 DQ5430.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DQ5430
 DQ5430.The horizontal coordinates are valid at the epoch date displayed above
 DQ5430.which is a decimal equivalence of Year/Month/Day.
 DQ5430
 DQ5430.The orthometric height was determined by differential leveling and
 DQ5430.adjusted by the NATIONAL GEODETIC SURVEY
 DQ5430.in May 2019.
 DQ5430
 DQ5430.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ5430.GEOID18 height accuracy estimate available here.
 DQ5430
 DQ5430.Click photographs - Photos may exist for this station.
 DQ5430
 DQ5430.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DQ5430
 DQ5430.The Laplace correction was computed from DEFLEC18 derived deflections.
 DQ5430
 DQ5430.The ellipsoidal height was determined by GPS observations
 DQ5430.and is referenced to NAD 83.
 DQ5430
 DQ5430.The dynamic height is computed by dividing the NAVD 88
 DQ5430.geopotential number by the normal gravity value computed on the
 DQ5430.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ5430.degrees latitude (g = 980.6199 gals.).
 DQ5430
 DQ5430.The modeled gravity was interpolated from observed gravity values.
 DQ5430
 DQ5430. The following values were computed from the NAD 83(2011) position.
 DQ5430
 DQ5430;                    North         East     Units Scale Factor Converg.
 DQ5430;SPC MN S     -   224,104.357   783,385.187   MT  0.99994446   -0 08 43.8
 DQ5430;SPC MN S     -   735,249.04  2,570,156.23   sFT  0.99994446   -0 08 43.8
 DQ5430;UTM  15      - 4,885,548.393   403,373.924   MT  0.99971483   -0 50 26.5
 DQ5430
 DQ5430!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DQ5430!SPC MN S     -   0.99995796  x   0.99994446  =   0.99990242
 DQ5430!UTM  15      -   0.99995796  x   0.99971483  =   0.99967280
 DQ5430
 DQ5430_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVJ0337385548(NAD 83)
 DQ5430
 DQ5430                          SUPERSEDED SURVEY CONTROL
 DQ5430
 DQ5430.No superseded survey control is available for this station.
 DQ5430
 DQ5430_MARKER: I = METAL ROD
 DQ5430_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DQ5430_STAMPING: 0708 R 2016
 DQ5430_MARK LOGO: MNDT
 DQ5430_PROJECTION: RECESSED 10 CENTIMETERS
 DQ5430_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DQ5430_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ5430_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ5430+SATELLITE: SATELLITE OBSERVATIONS - April 29, 2024
 DQ5430_ROD/PIPE-DEPTH: 6.7 meters
 DQ5430
 DQ5430  HISTORY     - Date     Condition        Report By
 DQ5430  HISTORY     - 20160518 MONUMENTED       MNDT
 DQ5430  HISTORY     - 20220920 GOOD             MNDT
 DQ5430  HISTORY     - 20240429 GOOD             MNDT
 DQ5430
 DQ5430                          STATION DESCRIPTION
 DQ5430
 DQ5430'DESCRIBED BY MN DEPT OF TRANSP 2016
 DQ5430'THE STATION IS LOCATED ABOUT 7.9 MI (12.7 KM) EAST-NORTHEAST OF PERTH,
 DQ5430'5.5 MI (8.8 KM) SOUTH OF JUDSON AND 0.9 MI (1.4 KM) NORTHEAST OF LAKE
 DQ5430'CRYSTAL.
 DQ5430'
 DQ5430'TO REACH THE MARK GO 0.65 MI (1.05 KM) NORTHEAST ALONG TRUNK HIGHWAY
 DQ5430'60 FROM THE JUNCTION OF TRUNK HIGHWAY 60 AND COUNTY ROAD 76 IN LAKE
 DQ5430'CRYSTAL, AT TRUNK HIGHWAY 60 MILE POINT 94.75.
 DQ5430'
 DQ5430'THE MARK IS LOCATED 64.5 FT (19.7 M) SOUTHEAST OF EASTBOUND TRUNK
 DQ5430'HIGHWAY 60, 35.1 FT (10.7 M) NORTHWEST OF LAKEVIEW ROAD, 1.5 FT (0.5
 DQ5430'M) NORTHEAST OF A WITNESS POST.
 DQ5430'
 DQ5430'NOTE-THE STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM ROD
 DQ5430'DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION REMOVABLE DISK
 DQ5430'SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH PVC
 DQ5430'PIPE BACK FILLED WITH WASHED SAND.
 DQ5430
 DQ5430                          STATION RECOVERY (2022)
 DQ5430
 DQ5430'RECOVERY NOTE BY MN DEPT OF TRANSP 2022 (KMS)
 DQ5430'IN LAKE CRYSTAL, 0.65 MI (1.05 KM) NORTHEAST ALONG TRUNK HIGHWAY 60
 DQ5430'FROM THE JUNCTION OF TRUNK HIGHWAY 60 AND COUNTY ROAD 76 IN LAKE
 DQ5430'CRYSTAL, AT TRUNK HIGHWAY 60 MILE POINT 94.75, 64.5 FT (19.7 M)
 DQ5430'SOUTHEAST OF EASTBOUND TRUNK HIGHWAY 60, 35.1 FT (10.7 M) NORTHWEST OF
 DQ5430'LAKEVIEW ROAD, 1.5 FT (0.5 M) NORTHEAST OF A WITNESS POST.
 DQ5430
 DQ5430                          STATION RECOVERY (2024)
 DQ5430
 DQ5430'RECOVERY NOTE BY MN DEPT OF TRANSP 2024 (LXG)
 DQ5430'THE MARK IS LOCATED ABOUT IN LAKE CRYSTAL, 0.65 MI (1.05 KM) NORTHEAST
 DQ5430'ALONG TRUNK HIGHWAY 60 FROM THE JUNCTION OF TRUNK HIGHWAY 60 AND
 DQ5430'COUNTY ROAD 76 IN LAKE CRYSTAL, AT TRUNK HIGHWAY 60 MILE POINT 94.75,
 DQ5430'64.5 FT (19.7 M) SOUTHEAST OF EASTBOUND TRUNK HIGHWAY 60, 35.1 FT
 DQ5430'(10.7 M) NORTHWEST OF LAKEVIEW ROAD, 1.5 FT (0.5 M) NORTHEAST OF A
 DQ5430'WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DQ5431 ***********************************************************************
 DQ5431  DESIGNATION -  0708 S
 DQ5431  PID         -  DQ5431
 DQ5431  STATE/COUNTY-  MN/BLUE EARTH
 DQ5431  COUNTRY     -  US
 DQ5431  USGS QUAD   -  LAKE CRYSTAL (2019)
 DQ5431
 DQ5431                         *CURRENT SURVEY CONTROL
 DQ5431  ______________________________________________________________________
 DQ5431* NAD 83(2011) POSITION- 44 06 32.04147(N) 094 13 25.84650(W)   ADJUSTED
 DQ5431* NAD 83(2011) ELLIP HT-   272.544 (meters)        (12/10/24)   ADJUSTED
 DQ5431* NAD 83(2011) EPOCH   -  2010.00
 DQ5431* NAVD 88 ORTHO HEIGHT -   300.762 (meters)      986.75  (feet) ADJUSTED
 DQ5431  ______________________________________________________________________
 DQ5431  GEOID HEIGHT    -        -28.220 (meters)                     GEOID18
 DQ5431  NAD 83(2011) X  -   -337,866.562 (meters)                     COMP
 DQ5431  NAD 83(2011) Y  - -4,574,798.808 (meters)                     COMP
 DQ5431  NAD 83(2011) Z  -  4,416,977.532 (meters)                     COMP
 DQ5431  LAPLACE CORR    -         -1.07  (seconds)                    DEFLEC18
 DQ5431  DYNAMIC HEIGHT  -        300.711 (meters)      986.58  (feet) COMP
 DQ5431  MODELED GRAVITY -    980,441.2   (mgal)                       NAVD 88
 DQ5431
 DQ5431  VERT ORDER      -  SECOND    CLASS I
 DQ5431
 DQ5431  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DQ5431  Standards:
 DQ5431         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DQ5431            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DQ5431  -------------------------------------------------------------------
 DQ5431  NETWORK    0.33   0.80           0.15   0.12   0.41     -0.03979377
 DQ5431  -------------------------------------------------------------------
 DQ5431  Click here for local accuracies and other accuracy information.
 DQ5431
 DQ5431.The horizontal coordinates were established by GPS observations
 DQ5431.and adjusted by the MN DEPT OF TRANSP in December 2024.
 DQ5431
 DQ5431.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DQ5431.been affixed to the stable North American tectonic plate. See 
 DQ5431.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DQ5431
 DQ5431.The horizontal coordinates are valid at the epoch date displayed above
 DQ5431.which is a decimal equivalence of Year/Month/Day.
 DQ5431
 DQ5431.The orthometric height was determined by differential leveling and
 DQ5431.adjusted by the NATIONAL GEODETIC SURVEY
 DQ5431.in May 2019.
 DQ5431
 DQ5431.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ5431.GEOID18 height accuracy estimate available here.
 DQ5431
 DQ5431.Click photographs - Photos may exist for this station.
 DQ5431
 DQ5431.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DQ5431
 DQ5431.The Laplace correction was computed from DEFLEC18 derived deflections.
 DQ5431
 DQ5431.The ellipsoidal height was determined by GPS observations
 DQ5431.and is referenced to NAD 83.
 DQ5431
 DQ5431.The dynamic height is computed by dividing the NAVD 88
 DQ5431.geopotential number by the normal gravity value computed on the
 DQ5431.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ5431.degrees latitude (g = 980.6199 gals.).
 DQ5431
 DQ5431.The modeled gravity was interpolated from observed gravity values.
 DQ5431
 DQ5431. The following values were computed from the NAD 83(2011) position.
 DQ5431
 DQ5431;                    North         East     Units Scale Factor Converg.
 DQ5431;SPC MN S     -   223,236.269   782,080.017   MT  0.99994538   -0 09 24.8
 DQ5431;SPC MN S     -   732,400.99  2,565,874.19   sFT  0.99994538   -0 09 24.8
 DQ5431;UTM  15      - 4,884,696.398   402,058.620   MT  0.99971798   -0 51 06.8
 DQ5431
 DQ5431!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DQ5431!SPC MN S     -   0.99995727  x   0.99994538  =   0.99990265
 DQ5431!UTM  15      -   0.99995727  x   0.99971798  =   0.99967526
 DQ5431
 DQ5431_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVJ0205884696(NAD 83)
 DQ5431
 DQ5431                          SUPERSEDED SURVEY CONTROL
 DQ5431
 DQ5431.No superseded survey control is available for this station.
 DQ5431
 DQ5431_MARKER: I = METAL ROD
 DQ5431_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DQ5431_STAMPING: 0708 S 2016
 DQ5431_MARK LOGO: MNDT
 DQ5431_PROJECTION: RECESSED 5 CENTIMETERS
 DQ5431_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DQ5431_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ5431_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ5431+SATELLITE: SATELLITE OBSERVATIONS - April 29, 2024
 DQ5431_ROD/PIPE-DEPTH: 3.7 meters
 DQ5431
 DQ5431  HISTORY     - Date     Condition        Report By
 DQ5431  HISTORY     - 20160518 MONUMENTED       MNDT
 DQ5431  HISTORY     - 20220920 GOOD             MNDT
 DQ5431  HISTORY     - 20240429 GOOD             MNDT
 DQ5431
 DQ5431                          STATION DESCRIPTION
 DQ5431
 DQ5431'DESCRIBED BY MN DEPT OF TRANSP 2016
 DQ5431'THE MARK IS LOCATED ABOUT IN LAKE CRYSTAL.
 DQ5431'
 DQ5431'TO REACH THE MARK GO 0.3 MI (0.5 KM) SOUTHWEST ALONG TRUNK HIGHWAY 60
 DQ5431'FROM THE JUNCTION OF TRUNK HIGHWAY 60 AND COUNTY ROAD 76 IN LAKE
 DQ5431'CRYSTAL, AT TRUNK HIGHWAY 60 MILE POINT 93.8.
 DQ5431'
 DQ5431'THE MARK IS LOCATED 70.3 FT (21.4 M) NORTHWEST OF WESTBOUND TRUNK
 DQ5431'HIGHWAY 60, 59.8 FT (18.2 M) SOUTHEAST OF RAMP FROM WESTBOUND TRUNK
 DQ5431'HIGHWAY 60 TO COUNTY ROAD 6/20, 1.5 FT (0.5 M) SOUTHEAST OF A WITNESS
 DQ5431'POST.
 DQ5431'
 DQ5431'NOTE-THE STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM ROD
 DQ5431'DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION REMOVABLE DISK
 DQ5431'SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH PVC
 DQ5431'PIPE BACK FILLED WITH WASHED SAND.
 DQ5431
 DQ5431                          STATION RECOVERY (2022)
 DQ5431
 DQ5431'RECOVERY NOTE BY MN DEPT OF TRANSP 2022 (KMS)
 DQ5431'IN LAKE CRYSTAL, 0.3 MI (0.5 KM) SOUTHWEST ALONG TRUNK HIGHWAY 60 FROM
 DQ5431'THE JUNCTION OF TRUNK HIGHWAY 60 AND COUNTY ROAD 76 IN LAKE CRYSTAL,
 DQ5431'AT TRUNK HIGHWAY 60 MILE POINT 93.8, 70.3 FT (21.4 M) NORTHWEST OF
 DQ5431'WESTBOUND TRUNK HIGHWAY 60, 59.8 FT (18.2 M) SOUTHEAST OF A RAMP FROM
 DQ5431'WESTBOUND TRUNK HIGHWAY 60 TO COUNTY ROAD 6/20, 1.5 FT (0.5 M)
 DQ5431'SOUTHEAST OF A WITNESS POST.
 DQ5431
 DQ5431                          STATION RECOVERY (2024)
 DQ5431
 DQ5431'RECOVERY NOTE BY MN DEPT OF TRANSP 2024 (LXG)
 DQ5431'THE MARK IS LOCATED ABOUT IN LAKE CRYSTAL, 0.3 MI (0.5 KM) SOUTHWEST
 DQ5431'ALONG TRUNK HIGHWAY 60 FROM THE JUNCTION OF TRUNK HIGHWAY 60 AND
 DQ5431'COUNTY ROAD 76 IN LAKE CRYSTAL, AT TRUNK HIGHWAY 60 MILE POINT 93.8,
 DQ5431'70.3 FT (21.4 M) NORTHWEST OF WESTBOUND TRUNK HIGHWAY 60, 59.8 FT
 DQ5431'(18.2 M) SOUTHEAST OF A RAMP FROM WESTBOUND TRUNK HIGHWAY 60 TO COUNTY
 DQ5431'ROAD 6/20, 1.5 FT (0.5 M) SOUTHEAST OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DQ5434 ***********************************************************************
 DQ5434  DESIGNATION -  0708 T
 DQ5434  PID         -  DQ5434
 DQ5434  STATE/COUNTY-  MN/BLUE EARTH
 DQ5434  COUNTRY     -  US
 DQ5434  USGS QUAD   -  PERTH (2019)
 DQ5434
 DQ5434                         *CURRENT SURVEY CONTROL
 DQ5434  ______________________________________________________________________
 DQ5434* NAD 83(2011) POSITION- 44 05 53.47352(N) 094 16 19.18268(W)   ADJUSTED
 DQ5434* NAD 83(2011) ELLIP HT-   272.409 (meters)        (12/10/24)   ADJUSTED
 DQ5434* NAD 83(2011) EPOCH   -  2010.00
 DQ5434* NAVD 88 ORTHO HEIGHT -   300.595 (meters)      986.20  (feet) ADJUSTED
 DQ5434  ______________________________________________________________________
 DQ5434  GEOID HEIGHT    -        -28.184 (meters)                     GEOID18
 DQ5434  NAD 83(2011) X  -   -341,772.618 (meters)                     COMP
 DQ5434  NAD 83(2011) Y  - -4,575,339.370 (meters)                     COMP
 DQ5434  NAD 83(2011) Z  -  4,416,122.594 (meters)                     COMP
 DQ5434  LAPLACE CORR    -         -1.95  (seconds)                    DEFLEC18
 DQ5434  DYNAMIC HEIGHT  -        300.543 (meters)      986.03  (feet) COMP
 DQ5434  MODELED GRAVITY -    980,439.3   (mgal)                       NAVD 88
 DQ5434
 DQ5434  VERT ORDER      -  SECOND    CLASS I
 DQ5434
 DQ5434  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DQ5434  Standards:
 DQ5434         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DQ5434            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DQ5434  -------------------------------------------------------------------
 DQ5434  NETWORK    0.35   0.80           0.16   0.12   0.41     -0.00649599
 DQ5434  -------------------------------------------------------------------
 DQ5434  Click here for local accuracies and other accuracy information.
 DQ5434
 DQ5434.The horizontal coordinates were established by GPS observations
 DQ5434.and adjusted by the MN DEPT OF TRANSP in December 2024.
 DQ5434
 DQ5434.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DQ5434.been affixed to the stable North American tectonic plate. See 
 DQ5434.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DQ5434
 DQ5434.The horizontal coordinates are valid at the epoch date displayed above
 DQ5434.which is a decimal equivalence of Year/Month/Day.
 DQ5434
 DQ5434.The orthometric height was determined by differential leveling and
 DQ5434.adjusted by the NATIONAL GEODETIC SURVEY
 DQ5434.in May 2019.
 DQ5434
 DQ5434.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ5434.GEOID18 height accuracy estimate available here.
 DQ5434
 DQ5434.Click photographs - Photos may exist for this station.
 DQ5434
 DQ5434.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DQ5434
 DQ5434.The Laplace correction was computed from DEFLEC18 derived deflections.
 DQ5434
 DQ5434.The ellipsoidal height was determined by GPS observations
 DQ5434.and is referenced to NAD 83.
 DQ5434
 DQ5434.The dynamic height is computed by dividing the NAVD 88
 DQ5434.geopotential number by the normal gravity value computed on the
 DQ5434.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ5434.degrees latitude (g = 980.6199 gals.).
 DQ5434
 DQ5434.The modeled gravity was interpolated from observed gravity values.
 DQ5434
 DQ5434. The following values were computed from the NAD 83(2011) position.
 DQ5434
 DQ5434;                    North         East     Units Scale Factor Converg.
 DQ5434;SPC MN S     -   222,057.628   778,221.512   MT  0.99994667   -0 11 26.3
 DQ5434;SPC MN S     -   728,534.07  2,553,215.08   sFT  0.99994667   -0 11 26.3
 DQ5434;UTM  15      - 4,883,564.885   398,186.971   MT  0.99972749   -0 53 06.9
 DQ5434
 DQ5434!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DQ5434!SPC MN S     -   0.99995729  x   0.99994667  =   0.99990396
 DQ5434!UTM  15      -   0.99995729  x   0.99972749  =   0.99968479
 DQ5434
 DQ5434_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUJ9818683564(NAD 83)
 DQ5434
 DQ5434                          SUPERSEDED SURVEY CONTROL
 DQ5434
 DQ5434.No superseded survey control is available for this station.
 DQ5434
 DQ5434_MARKER: I = METAL ROD
 DQ5434_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DQ5434_STAMPING: 0708 T 2016
 DQ5434_MARK LOGO: MNDT
 DQ5434_PROJECTION: RECESSED 5 CENTIMETERS
 DQ5434_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DQ5434_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ5434_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ5434+SATELLITE: SATELLITE OBSERVATIONS - April 30, 2024
 DQ5434_ROD/PIPE-DEPTH: 9.1 meters
 DQ5434
 DQ5434  HISTORY     - Date     Condition        Report By
 DQ5434  HISTORY     - 20160524 MONUMENTED       MNDT
 DQ5434  HISTORY     - 20191009 GOOD             MNDT
 DQ5434  HISTORY     - 20220920 GOOD             MNDT
 DQ5434  HISTORY     - 20240430 GOOD             MNDT
 DQ5434
 DQ5434                          STATION DESCRIPTION
 DQ5434
 DQ5434'DESCRIBED BY MN DEPT OF TRANSP 2016
 DQ5434'THE MARK IS LOCATED ABOUT 2.6 MI (4.2 KM) WEST OF LAKE CRYSTAL.
 DQ5434'
 DQ5434'TO REACH THE MARK GO 2.4 MI (3.9 KM) WEST-SOUTHWEST ALONG TRUNK
 DQ5434'HIGHWAY 60 FROM THE JUNCTION OF TRUNK HIGHWAY 60 AND COUNTY ROAD 6/20
 DQ5434'IN LAKE CRYSTAL, AT TRUNK HIGHWAY 60 MILE POINT 91.2.
 DQ5434'
 DQ5434'THE MARK IS LOCATED 90.5 FT (27.6 M) SOUTH-SOUTHEAST OF EASTBOUND
 DQ5434'TRUNK HIGHWAY 60, 27.2 FT (8.3 M) EAST-NORTHEAST OF CABLE BOX, 1.5 FT
 DQ5434'(0.5 M) NORTH-NORTHWEST OF A WITNESS POST.
 DQ5434'
 DQ5434'NOTE-THE STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM ROD
 DQ5434'DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION REMOVABLE DISK
 DQ5434'SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH PVC
 DQ5434'PIPE BACK FILLED WITH WASHED SAND.
 DQ5434
 DQ5434                          STATION RECOVERY (2019)
 DQ5434
 DQ5434'RECOVERY NOTE BY MN DEPT OF TRANSP 2019 (MPP)
 DQ5434'2.6 MI (4.2 KM) WEST OF LAKE CRYSTAL, 2.4 MI (3.9 KM) WEST-SOUTHWEST
 DQ5434'ALONG TRUNK HIGHWAY 60 FROM THE JUNCTION OF TRUNK HIGHWAY 60 AND
 DQ5434'COUNTY ROAD 6/20 IN LAKE CRYSTAL, AT TRUNK HIGHWAY 60 MILE POINT 91.2,
 DQ5434'90.5 FT (27.6 M) SOUTH-SOUTHEAST OF EASTBOUND TRUNK HIGHWAY 60, 27.2
 DQ5434'FT (8.3 M) EAST-NORTHEAST OF A CABLE BOX, 1.5 FT (0.5 M)
 DQ5434'NORTH-NORTHWEST OF A WITNESS POST.
 DQ5434
 DQ5434                          STATION RECOVERY (2022)
 DQ5434
 DQ5434'RECOVERY NOTE BY MN DEPT OF TRANSP 2022 (KMS)
 DQ5434'RECOVERED IN GOOD CONDITION.
 DQ5434
 DQ5434                          STATION RECOVERY (2024)
 DQ5434
 DQ5434'RECOVERY NOTE BY MN DEPT OF TRANSP 2024 (BXG)
 DQ5434'THE MARK IS LOCATED ABOUT 2.6 MI (4.2 KM) WEST OF LAKE CRYSTAL, 2.4 MI
 DQ5434'(3.9 KM) WEST-SOUTHWEST ALONG TRUNK HIGHWAY 60 FROM THE JUNCTION OF
 DQ5434'TRUNK HIGHWAY 60 AND COUNTY ROAD 6/20 IN LAKE CRYSTAL, AT TRUNK
 DQ5434'HIGHWAY 60 MILE POINT 91.2, 90.5 FT (27.6 M) SOUTH-SOUTHEAST OF
 DQ5434'EASTBOUND TRUNK HIGHWAY 60, 27.2 FT (8.3 M) EAST-NORTHEAST OF A CABLE
 DQ5434'BOX, 1.5 FT (0.5 M) NORTH-NORTHWEST OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DQ5435 ***********************************************************************
 DQ5435  DESIGNATION -  0708 U
 DQ5435  PID         -  DQ5435
 DQ5435  STATE/COUNTY-  MN/BLUE EARTH
 DQ5435  COUNTRY     -  US
 DQ5435  USGS QUAD   -  PERTH (2019)
 DQ5435
 DQ5435                         *CURRENT SURVEY CONTROL
 DQ5435  ______________________________________________________________________
 DQ5435* NAD 83(2011) POSITION- 44 05 40.87109(N) 094 17 24.74754(W)   ADJUSTED
 DQ5435* NAD 83(2011) ELLIP HT-   275.072 (meters)        (12/10/24)   ADJUSTED
 DQ5435* NAD 83(2011) EPOCH   -  2010.00
 DQ5435* NAVD 88 ORTHO HEIGHT -   303.241 (meters)      994.88  (feet) ADJUSTED
 DQ5435  ______________________________________________________________________
 DQ5435  GEOID HEIGHT    -        -28.168 (meters)                     GEOID18
 DQ5435  NAD 83(2011) X  -   -343,247.344 (meters)                     COMP
 DQ5435  NAD 83(2011) Y  - -4,575,502.336 (meters)                     COMP
 DQ5435  NAD 83(2011) Z  -  4,415,845.085 (meters)                     COMP
 DQ5435  LAPLACE CORR    -         -1.87  (seconds)                    DEFLEC18
 DQ5435  DYNAMIC HEIGHT  -        303.189 (meters)      994.71  (feet) COMP
 DQ5435  MODELED GRAVITY -    980,438.9   (mgal)                       NAVD 88
 DQ5435
 DQ5435  VERT ORDER      -  SECOND    CLASS I
 DQ5435
 DQ5435  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DQ5435  Standards:
 DQ5435         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DQ5435            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DQ5435  -------------------------------------------------------------------
 DQ5435  NETWORK    0.35   0.82           0.16   0.12   0.42      0.01103913
 DQ5435  -------------------------------------------------------------------
 DQ5435  Click here for local accuracies and other accuracy information.
 DQ5435
 DQ5435.The horizontal coordinates were established by GPS observations
 DQ5435.and adjusted by the MN DEPT OF TRANSP in December 2024.
 DQ5435
 DQ5435.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DQ5435.been affixed to the stable North American tectonic plate. See 
 DQ5435.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DQ5435
 DQ5435.The horizontal coordinates are valid at the epoch date displayed above
 DQ5435.which is a decimal equivalence of Year/Month/Day.
 DQ5435
 DQ5435.The orthometric height was determined by differential leveling and
 DQ5435.adjusted by the NATIONAL GEODETIC SURVEY
 DQ5435.in May 2019.
 DQ5435
 DQ5435.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ5435.GEOID18 height accuracy estimate available here.
 DQ5435
 DQ5435.Click photographs - Photos may exist for this station.
 DQ5435
 DQ5435.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DQ5435
 DQ5435.The Laplace correction was computed from DEFLEC18 derived deflections.
 DQ5435
 DQ5435.The ellipsoidal height was determined by GPS observations
 DQ5435.and is referenced to NAD 83.
 DQ5435
 DQ5435.The dynamic height is computed by dividing the NAVD 88
 DQ5435.geopotential number by the normal gravity value computed on the
 DQ5435.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ5435.degrees latitude (g = 980.6199 gals.).
 DQ5435
 DQ5435.The modeled gravity was interpolated from observed gravity values.
 DQ5435
 DQ5435. The following values were computed from the NAD 83(2011) position.
 DQ5435
 DQ5435;                    North         East     Units Scale Factor Converg.
 DQ5435;SPC MN S     -   221,673.692   776,761.877   MT  0.99994710   -0 12 12.3
 DQ5435;SPC MN S     -   727,274.44  2,548,426.26   sFT  0.99994710   -0 12 12.3
 DQ5435;UTM  15      - 4,883,198.749   396,723.107   MT  0.99973118   -0 53 52.3
 DQ5435
 DQ5435!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DQ5435!SPC MN S     -   0.99995687  x   0.99994710  =   0.99990397
 DQ5435!UTM  15      -   0.99995687  x   0.99973118  =   0.99968806
 DQ5435
 DQ5435_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUJ9672383198(NAD 83)
 DQ5435
 DQ5435                          SUPERSEDED SURVEY CONTROL
 DQ5435
 DQ5435.No superseded survey control is available for this station.
 DQ5435
 DQ5435_MARKER: I = METAL ROD
 DQ5435_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DQ5435_STAMPING: 0708 U 2016
 DQ5435_MARK LOGO: MNDT
 DQ5435_PROJECTION: RECESSED 5 CENTIMETERS
 DQ5435_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DQ5435_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ5435_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ5435+SATELLITE: SATELLITE OBSERVATIONS - April 30, 2024
 DQ5435_ROD/PIPE-DEPTH: 8.8 meters
 DQ5435
 DQ5435  HISTORY     - Date     Condition        Report By
 DQ5435  HISTORY     - 20160524 MONUMENTED       MNDT
 DQ5435  HISTORY     - 20220920 GOOD             MNDT
 DQ5435  HISTORY     - 20240430 GOOD             MNDT
 DQ5435
 DQ5435                          STATION DESCRIPTION
 DQ5435
 DQ5435'DESCRIBED BY MN DEPT OF TRANSP 2016
 DQ5435'THE MARK IS LOCATED ABOUT 3.6 MI (5.8 KM) WEST OF LAKE CRYSTAL.
 DQ5435'
 DQ5435'TO REACH THE MARK GO 3.3 MI (5.3 KM) WEST-SOUTHWEST ALONG TRUNK
 DQ5435'HIGHWAY 60 FROM THE JUNCTION OF TRUNK HIGHWAY 60 AND COUNTY ROAD 6/20
 DQ5435'IN LAKE CRYSTAL, AT TRUNK HIGHWAY 60 MILE POINT 90.25.
 DQ5435'
 DQ5435'THE MARK IS LOCATED 87.0 FT (26.5 M) SOUTH-SOUTHEAST OF EASTBOUND
 DQ5435'TRUNK HIGHWAY 60, 57.0 FT (17.4 M) WEST-SOUTHWEST OF WOODEN POST WITH
 DQ5435'BURIED CABLE SIGN, 1.5 FT (0.5 M) NORTH-NORTHWEST OF A WITNESS POST.
 DQ5435'
 DQ5435'NOTE-THE STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM ROD
 DQ5435'DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION REMOVABLE DISK
 DQ5435'SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH PVC
 DQ5435'PIPE BACK FILLED WITH WASHED SAND.
 DQ5435
 DQ5435                          STATION RECOVERY (2022)
 DQ5435
 DQ5435'RECOVERY NOTE BY MN DEPT OF TRANSP 2022 (KMS)
 DQ5435'3.6 MI (5.8 KM) WEST OF LAKE CRYSTAL, 3.3 MI (5.3 KM) WEST-SOUTHWEST
 DQ5435'ALONG TRUNK HIGHWAY 60 FROM THE JUNCTION OF TRUNK HIGHWAY 60 AND
 DQ5435'COUNTY ROAD 6/20 IN LAKE CRYSTAL, AT TRUNK HIGHWAY 60 MILE POINT
 DQ5435'90.25, 87.0 FT (26.5 M) SOUTH-SOUTHEAST OF EASTBOUND TRUNK HIGHWAY 60,
 DQ5435'57.0 FT (17.4 M) WEST-SOUTHWEST OF A WOODEN POST WITH A BURIED CABLE
 DQ5435'SIGN, 1.5 FT (0.5 M) NORTH-NORTHWEST OF A WITNESS POST.
 DQ5435
 DQ5435                          STATION RECOVERY (2024)
 DQ5435
 DQ5435'RECOVERY NOTE BY MN DEPT OF TRANSP 2024 (BXG)
 DQ5435'THE MARK IS LOCATED ABOUT 3.6 MI (5.8 KM) WEST OF LAKE CRYSTAL, 3.3 MI
 DQ5435'(5.3 KM) WEST-SOUTHWEST ALONG TRUNK HIGHWAY 60 FROM THE JUNCTION OF
 DQ5435'TRUNK HIGHWAY 60 AND COUNTY ROAD 6/20 IN LAKE CRYSTAL, AT TRUNK
 DQ5435'HIGHWAY 60 MILE POINT 90.25, 87.0 FT (26.5 M) SOUTH-SOUTHEAST OF
 DQ5435'EASTBOUND TRUNK HIGHWAY 60, 57.0 FT (17.4 M) WEST-SOUTHWEST OF A
 DQ5435'WOODEN POST WITH A BURIED CABLE SIGN, 1.5 FT (0.5 M) NORTH-NORTHWEST
 DQ5435'OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DQ5438 ***********************************************************************
 DQ5438  DESIGNATION -  0708 V
 DQ5438  PID         -  DQ5438
 DQ5438  STATE/COUNTY-  MN/BLUE EARTH
 DQ5438  COUNTRY     -  US
 DQ5438  USGS QUAD   -  PERTH (2019)
 DQ5438
 DQ5438                         *CURRENT SURVEY CONTROL
 DQ5438  ______________________________________________________________________
 DQ5438* NAD 83(2011) POSITION- 44 05 08.41584(N) 094 20 03.91210(W)   ADJUSTED
 DQ5438* NAD 83(2011) ELLIP HT-   275.419 (meters)        (12/10/24)   ADJUSTED
 DQ5438* NAD 83(2011) EPOCH   -  2010.00
 DQ5438* NAVD 88 ORTHO HEIGHT -   303.549 (meters)      995.89  (feet) ADJUSTED
 DQ5438  ______________________________________________________________________
 DQ5438  GEOID HEIGHT    -        -28.132 (meters)                     GEOID18
 DQ5438  NAD 83(2011) X  -   -346,830.634 (meters)                     COMP
 DQ5438  NAD 83(2011) Y  - -4,575,931.385 (meters)                     COMP
 DQ5438  NAD 83(2011) Z  -  4,415,125.806 (meters)                     COMP
 DQ5438  LAPLACE CORR    -         -1.69  (seconds)                    DEFLEC18
 DQ5438  DYNAMIC HEIGHT  -        303.497 (meters)      995.72  (feet) COMP
 DQ5438  MODELED GRAVITY -    980,437.6   (mgal)                       NAVD 88
 DQ5438
 DQ5438  VERT ORDER      -  SECOND    CLASS I
 DQ5438
 DQ5438  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DQ5438  Standards:
 DQ5438         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DQ5438            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DQ5438  -------------------------------------------------------------------
 DQ5438  NETWORK    0.35   0.80           0.16   0.12   0.41     -0.00884878
 DQ5438  -------------------------------------------------------------------
 DQ5438  Click here for local accuracies and other accuracy information.
 DQ5438
 DQ5438.The horizontal coordinates were established by GPS observations
 DQ5438.and adjusted by the MN DEPT OF TRANSP in December 2024.
 DQ5438
 DQ5438.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DQ5438.been affixed to the stable North American tectonic plate. See 
 DQ5438.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DQ5438
 DQ5438.The horizontal coordinates are valid at the epoch date displayed above
 DQ5438.which is a decimal equivalence of Year/Month/Day.
 DQ5438
 DQ5438.The orthometric height was determined by differential leveling and
 DQ5438.adjusted by the NATIONAL GEODETIC SURVEY
 DQ5438.in May 2019.
 DQ5438
 DQ5438.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ5438.GEOID18 height accuracy estimate available here.
 DQ5438
 DQ5438.Click photographs - Photos may exist for this station.
 DQ5438
 DQ5438.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DQ5438
 DQ5438.The Laplace correction was computed from DEFLEC18 derived deflections.
 DQ5438
 DQ5438.The ellipsoidal height was determined by GPS observations
 DQ5438.and is referenced to NAD 83.
 DQ5438
 DQ5438.The dynamic height is computed by dividing the NAVD 88
 DQ5438.geopotential number by the normal gravity value computed on the
 DQ5438.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ5438.degrees latitude (g = 980.6199 gals.).
 DQ5438
 DQ5438.The modeled gravity was interpolated from observed gravity values.
 DQ5438
 DQ5438. The following values were computed from the NAD 83(2011) position.
 DQ5438
 DQ5438;                    North         East     Units Scale Factor Converg.
 DQ5438;SPC MN S     -   220,685.547   773,217.530   MT  0.99994822   -0 14 03.9
 DQ5438;SPC MN S     -   724,032.50  2,536,797.85   sFT  0.99994822   -0 14 03.9
 DQ5438;UTM  15      - 4,882,253.824   393,167.801   MT  0.99974037   -0 55 42.6
 DQ5438
 DQ5438!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DQ5438!SPC MN S     -   0.99995682  x   0.99994822  =   0.99990504
 DQ5438!UTM  15      -   0.99995682  x   0.99974037  =   0.99969720
 DQ5438
 DQ5438_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUJ9316782253(NAD 83)
 DQ5438
 DQ5438                          SUPERSEDED SURVEY CONTROL
 DQ5438
 DQ5438.No superseded survey control is available for this station.
 DQ5438
 DQ5438_MARKER: I = METAL ROD
 DQ5438_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DQ5438_STAMPING: 0708 V 2016
 DQ5438_MARK LOGO: MNDT
 DQ5438_PROJECTION: RECESSED 10 CENTIMETERS
 DQ5438_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DQ5438_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ5438_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ5438+SATELLITE: SATELLITE OBSERVATIONS - April 30, 2024
 DQ5438_ROD/PIPE-DEPTH: 7.6 meters
 DQ5438
 DQ5438  HISTORY     - Date     Condition        Report By
 DQ5438  HISTORY     - 20160518 MONUMENTED       MNDT
 DQ5438  HISTORY     - 20210421 GOOD             MNDT
 DQ5438  HISTORY     - 20220920 GOOD             MNDT
 DQ5438  HISTORY     - 20240430 GOOD             MNDT
 DQ5438
 DQ5438                          STATION DESCRIPTION
 DQ5438
 DQ5438'DESCRIBED BY MN DEPT OF TRANSP 2016
 DQ5438'THE MARK IS LOCATED ABOUT 4.9 MI (7.9 KM) NORTHEAST OF MADELIA.
 DQ5438'
 DQ5438'TO REACH THE MARK GO 3.8 MI (6.1 KM) NORTHEAST ALONG TRUNK HIGHWAY 60
 DQ5438'FROM THE JUNCTION OF TRUNK HIGHWAY 60 AND TRUNK HIGHWAY 15 (JUNCTION
 DQ5438'IS 1.0 MI (1.6 KM) NORTHEAST OF MADELIA), AT TRUNK HIGHWAY 60 MILEPOST
 DQ5438'88.0.
 DQ5438'
 DQ5438'THE MARK IS LOCATED 91.9 FT (28.0 M) SOUTH-SOUTHEAST OF EASTBOUND
 DQ5438'TRUNK HIGHWAY 60, 5.0 FT (1.5 M) NORTH-NORTHWEST OF A WITNESS POST.
 DQ5438'
 DQ5438'NOTE-THE STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM ROD
 DQ5438'DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION REMOVABLE DISK
 DQ5438'SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH PVC
 DQ5438'PIPE BACK FILLED WITH WASHED SAND.
 DQ5438
 DQ5438                          STATION RECOVERY (2021)
 DQ5438
 DQ5438'RECOVERY NOTE BY MN DEPT OF TRANSP 2021 (KMS)
 DQ5438'RECOVERED IN GOOD CONDITION.
 DQ5438
 DQ5438                          STATION RECOVERY (2022)
 DQ5438
 DQ5438'RECOVERY NOTE BY MN DEPT OF TRANSP 2022 (KMS)
 DQ5438'4.9 MI (7.9 KM) NORTHEAST OF MADELIA, 3.8 MI (6.1 KM) NORTHEAST ALONG
 DQ5438'TRUNK HIGHWAY 60 FROM THE JUNCTION OF TRUNK HIGHWAY 60 AND TRUNK
 DQ5438'HIGHWAY 15 (THE JUNCTION IS 1.0 MI (1.6 KM) NORTHEAST OF MADELIA), AT
 DQ5438'TRUNK HIGHWAY 60 MILEPOST 88.0, 91.9 FT (28.0 M) SOUTH-SOUTHEAST OF
 DQ5438'EASTBOUND TRUNK HIGHWAY 60, 5.0 FT (1.5 M) NORTH-NORTHWEST OF A
 DQ5438'WITNESS POST.
 DQ5438
 DQ5438                          STATION RECOVERY (2024)
 DQ5438
 DQ5438'RECOVERY NOTE BY MN DEPT OF TRANSP 2024 (AXH)
 DQ5438'THE MARK IS LOCATED ABOUT 4.9 MI (7.9 KM) NORTHEAST OF MADELIA, 3.8 MI
 DQ5438'(6.1 KM) NORTHEAST ALONG TRUNK HIGHWAY 60 FROM THE JUNCTION OF TRUNK
 DQ5438'HIGHWAY 60 AND TRUNK HIGHWAY 15 (THE JUNCTION IS 1.0 MI (1.6 KM)
 DQ5438'NORTHEAST OF MADELIA), AT TRUNK HIGHWAY 60 MILE POINT 88.0, 91.9 FT
 DQ5438'(28.0 M) SOUTH-SOUTHEAST OF EASTBOUND TRUNK HIGHWAY 60, 5.0 FT (1.5 M)
 DQ5438'NORTH-NORTHWEST OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DP9091 ***********************************************************************
 DP9091  DESIGNATION -  0709 D
 DP9091  PID         -  DP9091
 DP9091  STATE/COUNTY-  MN/BLUE EARTH
 DP9091  COUNTRY     -  US
 DP9091  USGS QUAD   -  MADISON LAKE (2019)
 DP9091
 DP9091                         *CURRENT SURVEY CONTROL
 DP9091  ______________________________________________________________________
 DP9091* NAD 83(1986) POSITION- 44 10 06.59   (N) 093 49 43.35   (W)   HD_HELD1
 DP9091* NAVD 88 ORTHO HEIGHT -   315.497 (meters)     1035.09  (feet) ADJUSTED
 DP9091  ______________________________________________________________________
 DP9091  GEOID HEIGHT    -        -28.678 (meters)                     GEOID18
 DP9091  DYNAMIC HEIGHT  -        315.439 (meters)     1034.90  (feet) COMP
 DP9091  MODELED GRAVITY -    980,425.3   (mgal)                       NAVD 88
 DP9091
 DP9091  VERT ORDER      -  SECOND    CLASS I
 DP9091
 DP9091.The horizontal coordinates were determined by differentially corrected
 DP9091.hand held GPS observations or other comparable positioning techniques
 DP9091.and have an estimated accuracy of +/- 3 meters.
 DP9091
 DP9091.The orthometric height was determined by differential leveling and
 DP9091.adjusted by the NATIONAL GEODETIC SURVEY
 DP9091.in May 2019.
 DP9091
 DP9091.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP9091.GEOID18 height accuracy estimate available here.
 DP9091
 DP9091.Click photographs - Photos may exist for this station.
 DP9091
 DP9091.The dynamic height is computed by dividing the NAVD 88
 DP9091.geopotential number by the normal gravity value computed on the
 DP9091.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP9091.degrees latitude (g = 980.6199 gals.).
 DP9091
 DP9091.The modeled gravity was interpolated from observed gravity values.
 DP9091
 DP9091;                    North         East    Units  Estimated Accuracy
 DP9091;SPC MN S     -   229,847.8     813,698.9     MT  (+/- 3 meters HH1 GPS) 
 DP9091
 DP9091_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVJ3374790921(NAD 83)
 DP9091
 DP9091                          SUPERSEDED SURVEY CONTROL
 DP9091
 DP9091  NAVD 88 (05/17/16)  315.500  (m)         1035.10   (f) SUPERSEDED  2 1
 DP9091
 DP9091.Superseded values are not recommended for survey control.
 DP9091
 DP9091.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DP9091.See file dsdata.pdf to determine how the superseded data were derived.
 DP9091
 DP9091_MARKER: I = METAL ROD
 DP9091_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DP9091_STAMPING: 0709 D 2014
 DP9091_MARK LOGO: MNDT
 DP9091_PROJECTION: RECESSED 5 CENTIMETERS
 DP9091_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DP9091_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DP9091_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP9091+SATELLITE: SATELLITE OBSERVATIONS - August 03, 2022
 DP9091_ROD/PIPE-DEPTH: 7.3 meters
 DP9091
 DP9091  HISTORY     - Date     Condition        Report By
 DP9091  HISTORY     - 20140513 MONUMENTED       MNDT
 DP9091  HISTORY     - 20160607 GOOD             MNDT
 DP9091  HISTORY     - 20220803 GOOD             MNDT
 DP9091
 DP9091                          STATION DESCRIPTION
 DP9091
 DP9091'DESCRIBED BY MN DEPT OF TRANSP 2014
 DP9091'THE STATION IS LOCATED ABOUT 7.0 MI (11.3 KM) WEST-NORTHWEST OF
 DP9091'JANESVILLE, 6.1 MI (9.8 KM) NORTH-NORTHEAST OF SAINT CLAIR AND 2.6 MI
 DP9091'(4.2 KM) SOUTH-SOUTHWEST OF MADISON LAKE.
 DP9091'
 DP9091'TO REACH THE MARK GO 1.0 MI (1.6 KM) NORTH ALONG TRUNK HIGHWAY 60 FROM
 DP9091'THE JUNCTION OF TRUNK HIGHWAY 60 AND TRUNK HIGHWAY 14(JUNCTION IS 3.0
 DP9091'MI (4.8 KM) EAST OF EAGLE LAKE), AT TRUNK HIGHWAY 60 MILE POINT 116.5,
 DP9091'0.1 MI (0.2 KM) NORTH OF COUNTY ROAD 17/216TH STREET.
 DP9091'
 DP9091'THE MARK IS LOCATED 53.3 FT (16.2 M) WEST OF TRUNK HIGHWAY 60, 27.0 FT
 DP9091'(8.2 M) SOUTH OF A FIELD ENTRANCE, 5.0 FT (1.5 M) NORTH OF A WITNESS
 DP9091'POST.
 DP9091'
 DP9091'NOTE - THE STATION  CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM
 DP9091'ROD DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION REMOVABLE
 DP9091'DISK SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH
 DP9091'PVC PIPE BACK FILLED WITH WASHED SAND.
 DP9091
 DP9091                          STATION RECOVERY (2016)
 DP9091
 DP9091'RECOVERY NOTE BY MN DEPT OF TRANSP 2016 (MAS)
 DP9091'RECOVERED AS DESCRIBED.
 DP9091'
 DP9091'NOTE-THE STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM ROD
 DP9091'DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION REMOVABLE DISK
 DP9091'SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH PVC
 DP9091'PIPE BACK FILLED WITH WASHED SAND.
 DP9091
 DP9091                          STATION RECOVERY (2022)
 DP9091
 DP9091'RECOVERY NOTE BY MN DEPT OF TRANSP 2022 (KMS)
 DP9091'2.8 MI (4.5 KM) EAST-NORTHEAST OF EAGLE LAKE, 1.0 MI (1.6 KM) NORTH
 DP9091'ALONG TRUNK HIGHWAY 60 FROM THE JUNCTION OF TRUNK HIGHWAY 60 AND TRUNK
 DP9091'HIGHWAY 14 (THE JUNCTION IS 3.0 MI (4.8 KM) EAST OF EAGLE LAKE), AT
 DP9091'TRUNK HIGHWAY 60 MILE POINT 116.5, 53.3 FT (16.2 M) WEST OF TRUNK
 DP9091'HIGHWAY 60, 27.0 FT (8.2 M) SOUTH OF A FIELD ENTRANCE, 5.0 FT (1.5 M)
 DP9091'NORTH OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DQ6319 ***********************************************************************
 DQ6319  DESIGNATION -  0709 E
 DQ6319  PID         -  DQ6319
 DQ6319  STATE/COUNTY-  MN/BLUE EARTH
 DQ6319  COUNTRY     -  US
 DQ6319  USGS QUAD   -  MADISON LAKE (2019)
 DQ6319
 DQ6319                         *CURRENT SURVEY CONTROL
 DQ6319  ______________________________________________________________________
 DQ6319* NAD 83(1986) POSITION- 44 12 12.42   (N) 093 47 35.73   (W)   HD_HELD1
 DQ6319* NAVD 88 ORTHO HEIGHT -   319.546 (meters)     1048.38  (feet) ADJUSTED
 DQ6319  ______________________________________________________________________
 DQ6319  GEOID HEIGHT    -        -28.684 (meters)                     GEOID18
 DQ6319  DYNAMIC HEIGHT  -        319.485 (meters)     1048.18  (feet) COMP
 DQ6319  MODELED GRAVITY -    980,420.4   (mgal)                       NAVD 88
 DQ6319
 DQ6319  VERT ORDER      -  SECOND    CLASS I
 DQ6319
 DQ6319.The horizontal coordinates were determined by differentially corrected
 DQ6319.hand held GPS observations or other comparable positioning techniques
 DQ6319.and have an estimated accuracy of +/- 3 meters.
 DQ6319
 DQ6319.The orthometric height was determined by differential leveling and
 DQ6319.adjusted by the NATIONAL GEODETIC SURVEY
 DQ6319.in May 2019.
 DQ6319
 DQ6319.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ6319.GEOID18 height accuracy estimate available here.
 DQ6319
 DQ6319.Click photographs - Photos may exist for this station.
 DQ6319
 DQ6319.The dynamic height is computed by dividing the NAVD 88
 DQ6319.geopotential number by the normal gravity value computed on the
 DQ6319.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ6319.degrees latitude (g = 980.6199 gals.).
 DQ6319
 DQ6319.The modeled gravity was interpolated from observed gravity values.
 DQ6319
 DQ6319;                    North         East    Units  Estimated Accuracy
 DQ6319;SPC MN S     -   233,737.9     816,524.1     MT  (+/- 3 meters HH1 GPS) 
 DQ6319
 DQ6319_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVJ3661894775(NAD 83)
 DQ6319
 DQ6319                          SUPERSEDED SURVEY CONTROL
 DQ6319
 DQ6319.No superseded survey control is available for this station.
 DQ6319
 DQ6319_MARKER: I = METAL ROD
 DQ6319_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DQ6319_STAMPING: 0709 E 2016
 DQ6319_MARK LOGO: MNDT
 DQ6319_PROJECTION: RECESSED 5 CENTIMETERS
 DQ6319_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DQ6319_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ6319_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ6319+SATELLITE: SATELLITE OBSERVATIONS - September 08, 2022
 DQ6319_ROD/PIPE-DEPTH: 7.3 meters
 DQ6319
 DQ6319  HISTORY     - Date     Condition        Report By
 DQ6319  HISTORY     - 20160622 MONUMENTED       MNDT
 DQ6319  HISTORY     - 20210420 GOOD             MNDT
 DQ6319  HISTORY     - 20220908 GOOD             MNDT
 DQ6319
 DQ6319                          STATION DESCRIPTION
 DQ6319
 DQ6319'DESCRIBED BY MN DEPT OF TRANSP 2016
 DQ6319'THE MARK IS LOCATED ABOUT 1.3 MI (2.1 KM) EAST OF MADISON LAKE.
 DQ6319'
 DQ6319'TO REACH THE MARK GO 0.75 MI (1.21 KM) EAST ALONG TRUNK HIGHWAY 60
 DQ6319'FROM THE JUNCTION OF TRUNK HIGHWAY 60 AND COUNTY ROAD 26 IN MADISON
 DQ6319'LAKE, AT TRUNK HIGHWAY 60 MILE POINT 120.3.
 DQ6319'
 DQ6319'THE MARK IS LOCATED 57.0 FT (17.4 M) NORTH OF TRUNK HIGHWAY 60, 19.3
 DQ6319'FT (5.9 M) WEST OF KOPPS LANE EXTENDED, 49.5 FT (15.1 M) WEST OF A
 DQ6319'FIELD ENTRANCE, 1.5 FT (0.5 M) SOUTH OF A WITNESS POST.
 DQ6319'
 DQ6319'NOTE-THE STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM ROD
 DQ6319'DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION REMOVABLE DISK
 DQ6319'SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH PVC
 DQ6319'PIPE BACK FILLED WITH WASHED SAND.
 DQ6319
 DQ6319                          STATION RECOVERY (2021)
 DQ6319
 DQ6319'RECOVERY NOTE BY MN DEPT OF TRANSP 2021 (KMS)
 DQ6319'RECOVERED IN GOOD CONDITION.
 DQ6319
 DQ6319                          STATION RECOVERY (2022)
 DQ6319
 DQ6319'RECOVERY NOTE BY MN DEPT OF TRANSP 2022 (KMS)
 DQ6319'1.3 MI (2.1 KM) EAST OF MADISON LAKE, 0.75 MI (1.21 KM) EAST ALONG
 DQ6319'TRUNK HIGHWAY 60 FROM THE JUNCTION OF TRUNK HIGHWAY 60 AND COUNTY ROAD
 DQ6319'26 IN MADISON LAKE, AT TRUNK HIGHWAY 60 MILE POINT 120.3, 57.0 FT
 DQ6319'(17.4 M) NORTH OF TRUNK HIGHWAY 60, 19.3 FT (5.9 M) WEST OF KOPPS LANE
 DQ6319'EXTENDED, 49.5 FT (15.1 M) WEST OF A FIELD ENTRANCE, 1.5 FT (0.5 M)
 DQ6319'SOUTH OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DQ6318 ***********************************************************************
 DQ6318  DESIGNATION -  0709 F
 DQ6318  PID         -  DQ6318
 DQ6318  STATE/COUNTY-  MN/BLUE EARTH
 DQ6318  COUNTRY     -  US
 DQ6318  USGS QUAD   -  MADISON LAKE (2019)
 DQ6318
 DQ6318                         *CURRENT SURVEY CONTROL
 DQ6318  ______________________________________________________________________
 DQ6318* NAD 83(1986) POSITION- 44 12 12.13   (N) 093 48 06.12   (W)   HD_HELD1
 DQ6318* NAVD 88 ORTHO HEIGHT -   316.221 (meters)     1037.47  (feet) ADJUSTED
 DQ6318  ______________________________________________________________________
 DQ6318  GEOID HEIGHT    -        -28.674 (meters)                     GEOID18
 DQ6318  DYNAMIC HEIGHT  -        316.161 (meters)     1037.27  (feet) COMP
 DQ6318  MODELED GRAVITY -    980,422.0   (mgal)                       NAVD 88
 DQ6318
 DQ6318  VERT ORDER      -  SECOND    CLASS I
 DQ6318
 DQ6318.The horizontal coordinates were determined by differentially corrected
 DQ6318.hand held GPS observations or other comparable positioning techniques
 DQ6318.and have an estimated accuracy of +/- 3 meters.
 DQ6318
 DQ6318.The orthometric height was determined by differential leveling and
 DQ6318.adjusted by the NATIONAL GEODETIC SURVEY
 DQ6318.in May 2019.
 DQ6318
 DQ6318.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ6318.GEOID18 height accuracy estimate available here.
 DQ6318
 DQ6318.Click photographs - Photos may exist for this station.
 DQ6318
 DQ6318.The dynamic height is computed by dividing the NAVD 88
 DQ6318.geopotential number by the normal gravity value computed on the
 DQ6318.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ6318.degrees latitude (g = 980.6199 gals.).
 DQ6318
 DQ6318.The modeled gravity was interpolated from observed gravity values.
 DQ6318
 DQ6318;                    North         East    Units  Estimated Accuracy
 DQ6318;SPC MN S     -   233,727.3     815,849.4     MT  (+/- 3 meters HH1 GPS) 
 DQ6318
 DQ6318_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVJ3594494773(NAD 83)
 DQ6318
 DQ6318                          SUPERSEDED SURVEY CONTROL
 DQ6318
 DQ6318.No superseded survey control is available for this station.
 DQ6318
 DQ6318_MARKER: I = METAL ROD
 DQ6318_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DQ6318_STAMPING: 0709 F 2016
 DQ6318_MARK LOGO: MNDT
 DQ6318_PROJECTION: RECESSED 8 CENTIMETERS
 DQ6318_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DQ6318_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ6318_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ6318+SATELLITE: SATELLITE OBSERVATIONS - August 03, 2022
 DQ6318_ROD/PIPE-DEPTH: 6.7 meters
 DQ6318
 DQ6318  HISTORY     - Date     Condition        Report By
 DQ6318  HISTORY     - 20160627 MONUMENTED       MNDT
 DQ6318  HISTORY     - 20220803 GOOD             MNDT
 DQ6318
 DQ6318                          STATION DESCRIPTION
 DQ6318
 DQ6318'DESCRIBED BY MN DEPT OF TRANSP 2016
 DQ6318'THE MARK IS LOCATED ABOUT IN MADISON LAKE.
 DQ6318'
 DQ6318'TO REACH THE MARK GO 0.3 MI (0.5 KM) EAST ALONG TRUNK HIGHWAY 60 FROM
 DQ6318'THE JUNCTION OF TRUNK HIGHWAY 60 AND COUNTY ROAD 26 IN MADISON LAKE,
 DQ6318'AT TRUNK HIGHWAY 60 MILE POINT 119.85.
 DQ6318'
 DQ6318'THE MARK IS LOCATED 47.9 FT (14.6 M) NORTH OF TRUNK HIGHWAY 60, 38.1
 DQ6318'FT (11.6 M) EAST OF A FIELD ENTRANCE, 0.15 MI (0.24 KM) EAST OF EAST
 DQ6318'STREET, 1.5 FT (0.5 M) WEST OF A WITNESS POST.
 DQ6318'
 DQ6318'NOTE-THE STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM ROD
 DQ6318'DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION REMOVABLE DISK
 DQ6318'SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH PVC
 DQ6318'PIPE BACK FILLED WITH WASHED SAND.
 DQ6318
 DQ6318                          STATION RECOVERY (2022)
 DQ6318
 DQ6318'RECOVERY NOTE BY MN DEPT OF TRANSP 2022 (KMS)
 DQ6318'IN MADISON LAKE, 0.3 MI (0.5 KM) EAST ALONG TRUNK HIGHWAY 60 FROM THE
 DQ6318'JUNCTION OF TRUNK HIGHWAY 60 AND COUNTY ROAD 26 IN MADISON LAKE, AT
 DQ6318'TRUNK HIGHWAY 60 MILE POINT 119.85, 47.9 FT (14.6 M) NORTH OF TRUNK
 DQ6318'HIGHWAY 60, 38.1 FT (11.6 M) EAST OF A FIELD ENTRANCE, 1.5 FT (0.5 M)
 DQ6318'WEST OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DQ6317 ***********************************************************************
 DQ6317  DESIGNATION -  0709 G
 DQ6317  PID         -  DQ6317
 DQ6317  STATE/COUNTY-  MN/BLUE EARTH
 DQ6317  COUNTRY     -  US
 DQ6317  USGS QUAD   -  MADISON LAKE (2019)
 DQ6317
 DQ6317                         *CURRENT SURVEY CONTROL
 DQ6317  ______________________________________________________________________
 DQ6317* NAD 83(1986) POSITION- 44 12 09.16   (N) 093 49 12.03   (W)   HD_HELD1
 DQ6317* NAVD 88 ORTHO HEIGHT -   313.927 (meters)     1029.94  (feet) ADJUSTED
 DQ6317  ______________________________________________________________________
 DQ6317  GEOID HEIGHT    -        -28.650 (meters)                     GEOID18
 DQ6317  DYNAMIC HEIGHT  -        313.869 (meters)     1029.75  (feet) COMP
 DQ6317  MODELED GRAVITY -    980,425.7   (mgal)                       NAVD 88
 DQ6317
 DQ6317  VERT ORDER      -  SECOND    CLASS I
 DQ6317
 DQ6317.The horizontal coordinates were determined by differentially corrected
 DQ6317.hand held GPS observations or other comparable positioning techniques
 DQ6317.and have an estimated accuracy of +/- 3 meters.
 DQ6317
 DQ6317.The orthometric height was determined by differential leveling and
 DQ6317.adjusted by the NATIONAL GEODETIC SURVEY
 DQ6317.in May 2019.
 DQ6317
 DQ6317.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ6317.GEOID18 height accuracy estimate available here.
 DQ6317
 DQ6317.Click photographs - Photos may exist for this station.
 DQ6317
 DQ6317.The dynamic height is computed by dividing the NAVD 88
 DQ6317.geopotential number by the normal gravity value computed on the
 DQ6317.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ6317.degrees latitude (g = 980.6199 gals.).
 DQ6317
 DQ6317.The modeled gravity was interpolated from observed gravity values.
 DQ6317
 DQ6317;                    North         East    Units  Estimated Accuracy
 DQ6317;SPC MN S     -   233,632.2     814,386.3     MT  (+/- 3 meters HH1 GPS) 
 DQ6317
 DQ6317_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVJ3448094696(NAD 83)
 DQ6317
 DQ6317                          SUPERSEDED SURVEY CONTROL
 DQ6317
 DQ6317.No superseded survey control is available for this station.
 DQ6317
 DQ6317_MARKER: I = METAL ROD
 DQ6317_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DQ6317_STAMPING: 0709 G 2016
 DQ6317_MARK LOGO: MNDT
 DQ6317_PROJECTION: RECESSED 5 CENTIMETERS
 DQ6317_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DQ6317_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ6317_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ6317+SATELLITE: SATELLITE OBSERVATIONS - August 03, 2022
 DQ6317_ROD/PIPE-DEPTH: 7.3 meters
 DQ6317
 DQ6317  HISTORY     - Date     Condition        Report By
 DQ6317  HISTORY     - 20160629 MONUMENTED       MNDT
 DQ6317  HISTORY     - 20210420 GOOD             MNDT
 DQ6317  HISTORY     - 20220803 GOOD             MNDT
 DQ6317
 DQ6317                          STATION DESCRIPTION
 DQ6317
 DQ6317'DESCRIBED BY MN DEPT OF TRANSP 2016
 DQ6317'THE MARK IS LOCATED ABOUT IN MADISON LAKE.
 DQ6317'
 DQ6317'TO REACH THE MARK GO 0.1 MI (0.2 KM) SOUTHWEST ALONG TRUNK HIGHWAY 60
 DQ6317'FROM THE JUNCTION OF TRUNK HIGHWAY 60 AND COUNTY ROAD 44 IN MADISON
 DQ6317'LAKE, AT TRUNK HIGHWAY 60 MILE POINT 118.9.
 DQ6317'
 DQ6317'THE MARK IS LOCATED 72.1 FT (22.0 M) SOUTHEAST OF TRUNK HIGHWAY 60,
 DQ6317'3.7 FT (1.1 M) NORTHWEST OF RIGHT-OF-WAY POST, 1.5 FT (0.5 M)
 DQ6317'NORTHWEST OF A WITNESS POST.
 DQ6317'
 DQ6317'NOTE-THE STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM ROD
 DQ6317'DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION REMOVABLE DISK
 DQ6317'SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH PVC
 DQ6317'PIPE BACK FILLED WITH WASHED SAND.
 DQ6317
 DQ6317                          STATION RECOVERY (2021)
 DQ6317
 DQ6317'RECOVERY NOTE BY MN DEPT OF TRANSP 2021 (KMS)
 DQ6317'RECOVERED IN GOOD CONDITION.
 DQ6317
 DQ6317                          STATION RECOVERY (2022)
 DQ6317
 DQ6317'RECOVERY NOTE BY MN DEPT OF TRANSP 2022 (KMS)
 DQ6317'IN MADISON LAKE, 0.1 MI (0.2 KM) SOUTHWEST ALONG TRUNK HIGHWAY 60 FROM
 DQ6317'THE JUNCTION OF TRUNK HIGHWAY 60 AND COUNTY ROAD 44 IN MADISON LAKE,
 DQ6317'AT TRUNK HIGHWAY 60 MILE POINT 118.9, 72.1 FT (22.0 M) SOUTHEAST OF
 DQ6317'TRUNK HIGHWAY 60, 3.7 FT (1.1 M) NORTHWEST OF A RIGHT-OF-WAY POST, 1.5
 DQ6317'FT (0.5 M) NORTHWEST OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DQ6314 ***********************************************************************
 DQ6314  DESIGNATION -  0709 H
 DQ6314  PID         -  DQ6314
 DQ6314  STATE/COUNTY-  MN/BLUE EARTH
 DQ6314  COUNTRY     -  US
 DQ6314  USGS QUAD   -  MADISON LAKE (2019)
 DQ6314
 DQ6314                         *CURRENT SURVEY CONTROL
 DQ6314  ______________________________________________________________________
 DQ6314* NAD 83(1986) POSITION- 44 10 35.95   (N) 093 49 39.16   (W)   HD_HELD1
 DQ6314* NAVD 88 ORTHO HEIGHT -   315.612 (meters)     1035.47  (feet) ADJUSTED
 DQ6314  ______________________________________________________________________
 DQ6314  GEOID HEIGHT    -        -28.670 (meters)                     GEOID18
 DQ6314  DYNAMIC HEIGHT  -        315.554 (meters)     1035.28  (feet) COMP
 DQ6314  MODELED GRAVITY -    980,425.6   (mgal)                       NAVD 88
 DQ6314
 DQ6314  VERT ORDER      -  SECOND    CLASS I
 DQ6314
 DQ6314.The horizontal coordinates were determined by differentially corrected
 DQ6314.hand held GPS observations or other comparable positioning techniques
 DQ6314.and have an estimated accuracy of +/- 3 meters.
 DQ6314
 DQ6314.The orthometric height was determined by differential leveling and
 DQ6314.adjusted by the NATIONAL GEODETIC SURVEY
 DQ6314.in May 2019.
 DQ6314
 DQ6314.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ6314.GEOID18 height accuracy estimate available here.
 DQ6314
 DQ6314.Click photographs - Photos may exist for this station.
 DQ6314
 DQ6314.The dynamic height is computed by dividing the NAVD 88
 DQ6314.geopotential number by the normal gravity value computed on the
 DQ6314.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ6314.degrees latitude (g = 980.6199 gals.).
 DQ6314
 DQ6314.The modeled gravity was interpolated from observed gravity values.
 DQ6314
 DQ6314;                    North         East    Units  Estimated Accuracy
 DQ6314;SPC MN S     -   230,754.1     813,790.0     MT  (+/- 3 meters HH1 GPS) 
 DQ6314
 DQ6314_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVJ3384991826(NAD 83)
 DQ6314
 DQ6314                          SUPERSEDED SURVEY CONTROL
 DQ6314
 DQ6314.No superseded survey control is available for this station.
 DQ6314
 DQ6314_MARKER: I = METAL ROD
 DQ6314_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DQ6314_STAMPING: 0709 H 2016
 DQ6314_MARK LOGO: MNDT
 DQ6314_PROJECTION: RECESSED 5 CENTIMETERS
 DQ6314_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DQ6314_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ6314_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ6314+SATELLITE: SATELLITE OBSERVATIONS - August 03, 2022
 DQ6314_ROD/PIPE-DEPTH: 7.3 meters
 DQ6314
 DQ6314  HISTORY     - Date     Condition        Report By
 DQ6314  HISTORY     - 20160623 MONUMENTED       MNDT
 DQ6314  HISTORY     - 20220803 GOOD             MNDT
 DQ6314
 DQ6314                          STATION DESCRIPTION
 DQ6314
 DQ6314'DESCRIBED BY MN DEPT OF TRANSP 2016
 DQ6314'THE STATION IS LOCATED ABOUT 7.3 MI (11.7 KM) NORTHWEST OF JANESVILLE,
 DQ6314'6.7 MI (10.8 KM) NORTH-NORTHEAST OF SAINT CLAIR AND 2.0 MI (3.2 KM)
 DQ6314'SOUTH-SOUTHWEST OF MADISON LAKE.
 DQ6314'
 DQ6314'TO REACH THE MARK GO 1.9 MI (3.1 KM) SOUTH-SOUTHWEST OF MADISON LAKE,
 DQ6314'2.0 MI (3.2 KM) SOUTH ALONG TRUNK HIGHWAY 60 FROM THE JUNCTION OF
 DQ6314'TRUNK HIGHWAY 60 AND COUNTY ROAD 44 IN MADISON LAKE, AT TRUNK HIGHWAY
 DQ6314'60 MILE POINT 117.05.
 DQ6314'
 DQ6314'THE MARK IS LOCATED 70.7 FT (21.5 M) NORTHWEST OF TRUNK HIGHWAY 60,
 DQ6314'49.5 FT (15.1 M) NORTHEAST OF A FIELD ENTRANCE, 4.7 FT (1.4 M)
 DQ6314'SOUTHEAST OF RIGHT-OF-WAY POST, 4.0 FT (1.2 M) SOUTHEAST OF A WITNESS
 DQ6314'POST.
 DQ6314'
 DQ6314'NOTE-THE STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM ROD
 DQ6314'DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION REMOVABLE DISK
 DQ6314'SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH PVC
 DQ6314'PIPE BACK FILLED WITH WASHED SAND.
 DQ6314
 DQ6314                          STATION RECOVERY (2022)
 DQ6314
 DQ6314'RECOVERY NOTE BY MN DEPT OF TRANSP 2022 (KMS)
 DQ6314'1.9 MI (3.1 KM) SOUTH-SOUTHWEST OF MADISON LAKE, 2.0 MI (3.2 KM) SOUTH
 DQ6314'ALONG TRUNK HIGHWAY 60 FROM THE JUNCTION OF TRUNK HIGHWAY 60 AND
 DQ6314'COUNTY ROAD 44 IN MADISON LAKE, AT TRUNK HIGHWAY 60 MILE POINT 117.05,
 DQ6314'70.7 FT (21.5 M) NORTHWEST OF TRUNK HIGHWAY 60, 49.5 FT (15.1 M)
 DQ6314'NORTHEAST OF A FIELD ENTRANCE, 4.7 FT (1.4 M) SOUTHEAST OF A
 DQ6314'RIGHT-OF-WAY POST, 4.0 FT (1.2 M) SOUTHEAST OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 PQ1726 ***********************************************************************
 PQ1726  DESIGNATION -  0710 B
 PQ1726  PID         -  PQ1726
 PQ1726  STATE/COUNTY-  MN/NICOLLET
 PQ1726  COUNTRY     -  US
 PQ1726  USGS QUAD   -  COURTLAND (2019)
 PQ1726
 PQ1726                         *CURRENT SURVEY CONTROL
 PQ1726  ______________________________________________________________________
 PQ1726* NAD 83(1986) POSITION- 44 15 24.09   (N) 094 20 29.94   (W)   HD_HELD1
 PQ1726* NAVD 88 ORTHO HEIGHT -   246.451 (meters)      808.56  (feet) ADJUSTED
 PQ1726  ______________________________________________________________________
 PQ1726  GEOID HEIGHT    -        -28.191 (meters)                     GEOID18
 PQ1726  DYNAMIC HEIGHT  -        246.411 (meters)      808.43  (feet) COMP
 PQ1726  MODELED GRAVITY -    980,449.2   (mgal)                       NAVD 88
 PQ1726
 PQ1726  VERT ORDER      -  SECOND    CLASS I
 PQ1726
 PQ1726.The horizontal coordinates were determined by differentially corrected
 PQ1726.hand held GPS observations or other comparable positioning techniques
 PQ1726.and have an estimated accuracy of +/- 3 meters.
 PQ1726
 PQ1726.The orthometric height was determined by differential leveling and
 PQ1726.adjusted by the NATIONAL GEODETIC SURVEY
 PQ1726.in June 1995.
 PQ1726
 PQ1726.Significant digits in the geoid height do not necessarily reflect accuracy.
 PQ1726.GEOID18 height accuracy estimate available here.
 PQ1726
 PQ1726.Click photographs - Photos may exist for this station.
 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     -   239,689.7     772,717.9     MT  (+/- 3 meters HH1 GPS) 
 PQ1726
 PQ1726_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUK9289801258(NAD 83)
 PQ1726
 PQ1726                          SUPERSEDED SURVEY CONTROL
 PQ1726
 PQ1726.No superseded survey control is available for this station.
 PQ1726
 PQ1726_MARKER: DB = BENCH MARK 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: MNHD
 PQ1726_MAGNETIC: N = NO MAGNETIC MATERIAL
 PQ1726_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PQ1726_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 PQ1726+SATELLITE: SATELLITE OBSERVATIONS - August 09, 2011
 PQ1726
 PQ1726  HISTORY     - Date     Condition        Report By
 PQ1726  HISTORY     - 19870408 MONUMENTED       MNHD
 PQ1726  HISTORY     - 20110809 GOOD             MNDT
 PQ1726
 PQ1726                          STATION DESCRIPTION
 PQ1726
 PQ1726'DESCRIBED BY MN HIGHWAY DEPT 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.
 PQ1726
 PQ1726                          STATION RECOVERY (2011)
 PQ1726
 PQ1726'RECOVERY NOTE BY MN DEPT OF TRANSP 2011 (JBG)
 PQ1726'THE STATION IS LOCATED 1.0 MI (1.6 KM) SOUTH OF COURTLAND.
 PQ1726'
 PQ1726'TO REACH THE MARK GO IN SOUTHEAST CORNER OF NICOLLET COUNTY ROAD 24
 PQ1726'AND BLUE EARTH COUNTY ROAD 45 BRIDGE NUMBER 52504 OVER MINNESOTA
 PQ1726'RIVER, 1.0 MI (1.6 KM) SOUTH ON COUNTY ROAD 24 FROM THE JUNCTION OF
 PQ1726'TRUNK HIGHWAY 14 AND COUNTY ROAD 24 AT COURTLAND.
 PQ1726'
 PQ1726'THE MARK IS LOCATED 18.7 FT (5.7 M) EAST OF COUNTY ROAD, IN SOUTHEAST
 PQ1726'CORNER OF SOUTH ABUTMENT.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 PQ1727 ***********************************************************************
 PQ1727  DESIGNATION -  0710 C
 PQ1727  PID         -  PQ1727
 PQ1727  STATE/COUNTY-  MN/BLUE EARTH
 PQ1727  COUNTRY     -  US
 PQ1727  USGS QUAD   -  CAMBRIA (2019)
 PQ1727
 PQ1727                         *CURRENT SURVEY CONTROL
 PQ1727  ______________________________________________________________________
 PQ1727* NAD 83(2011) POSITION- 44 14 56.69326(N) 094 20 35.45066(W)   ADJUSTED
 PQ1727* NAD 83(2011) ELLIP HT-   219.317 (meters)        (06/27/12)   ADJUSTED
 PQ1727* NAD 83(2011) EPOCH   -  2010.00
 PQ1727* NAVD 88 ORTHO HEIGHT -   247.517 (meters)      812.06  (feet) ADJUSTED
 PQ1727  ______________________________________________________________________
 PQ1727  GEOID HEIGHT    -        -28.195 (meters)                     GEOID18
 PQ1727  NAD 83(2011) X  -   -346,569.133 (meters)                     COMP
 PQ1727  NAD 83(2011) Y  - -4,563,222.706 (meters)                     COMP
 PQ1727  NAD 83(2011) Z  -  4,428,111.678 (meters)                     COMP
 PQ1727  LAPLACE CORR    -         -1.55  (seconds)                    DEFLEC18
 PQ1727  DYNAMIC HEIGHT  -        247.477 (meters)      811.93  (feet) COMP
 PQ1727  MODELED GRAVITY -    980,448.6   (mgal)                       NAVD 88
 PQ1727
 PQ1727  VERT ORDER      -  SECOND    CLASS I
 PQ1727
 PQ1727  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 PQ1727  Standards:
 PQ1727         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 PQ1727            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 PQ1727  -------------------------------------------------------------------
 PQ1727  NETWORK    0.38   0.49           0.18   0.12   0.25      0.00403873
 PQ1727  -------------------------------------------------------------------
 PQ1727  Click here for local accuracies and other accuracy information.
 PQ1727
 PQ1727.The horizontal coordinates were established by GPS observations
 PQ1727.and adjusted by the National Geodetic Survey in June 2012.
 PQ1727
 PQ1727.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 PQ1727.been affixed to the stable North American tectonic plate. See 
 PQ1727.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 PQ1727
 PQ1727.The horizontal coordinates are valid at the epoch date displayed above
 PQ1727.which is a decimal equivalence of Year/Month/Day.
 PQ1727
 PQ1727.The orthometric height was determined by differential leveling and
 PQ1727.adjusted by the NATIONAL GEODETIC SURVEY
 PQ1727.in July 2014.
 PQ1727
 PQ1727.Significant digits in the geoid height do not necessarily reflect accuracy.
 PQ1727.GEOID18 height accuracy estimate available here.
 PQ1727
 PQ1727.Click photographs - Photos may exist for this station.
 PQ1727
 PQ1727.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 PQ1727
 PQ1727.The Laplace correction was computed from DEFLEC18 derived deflections.
 PQ1727
 PQ1727.The ellipsoidal height was determined by GPS observations
 PQ1727.and is referenced to NAD 83.
 PQ1727
 PQ1727.The dynamic height is computed by dividing the NAVD 88
 PQ1727.geopotential number by the normal gravity value computed on the
 PQ1727.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PQ1727.degrees latitude (g = 980.6199 gals.).
 PQ1727
 PQ1727.The modeled gravity was interpolated from observed gravity values.
 PQ1727
 PQ1727. The following values were computed from the NAD 83(2011) position.
 PQ1727
 PQ1727;                    North         East     Units Scale Factor Converg.
 PQ1727;SPC MN S     -   238,844.622   772,592.146   MT  0.99993170   -0 14 26.0
 PQ1727;SPC MN S     -   783,609.40  2,534,746.07   sFT  0.99993170   -0 14 26.0
 PQ1727;UTM  15      - 4,900,415.548   392,762.946   MT  0.99974143   -0 56 14.4
 PQ1727
 PQ1727!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PQ1727!SPC MN S     -   0.99996561  x   0.99993170  =   0.99989731
 PQ1727!UTM  15      -   0.99996561  x   0.99974143  =   0.99970705
 PQ1727
 PQ1727_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUK9276200415(NAD 83)
 PQ1727
 PQ1727                          SUPERSEDED SURVEY CONTROL
 PQ1727
 PQ1727  NAD 83(2007)-  44 14 56.69322(N)    094 20 35.45143(W) AD(2002.00) 0
 PQ1727  ELLIP H (02/10/07)  219.347  (m)                       GP(2002.00)    
 PQ1727  NAD 83(1996)-  44 14 56.69263(N)    094 20 35.45061(W) AD(       ) 1
 PQ1727  ELLIP H (05/18/04)  219.385  (m)                       GP(       ) 3 1
 PQ1727  NAVD 88             247.51   (m)          812.0    (f) LEVELING    3  
 PQ1727  NAVD 88 (06/15/95)  247.513  (m)          812.05   (f) SUPERSEDED  2 1
 PQ1727
 PQ1727.Superseded values are not recommended for survey control.
 PQ1727
 PQ1727.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PQ1727.See file dsdata.pdf to determine how the superseded data were derived.
 PQ1727
 PQ1727_MARKER: DV = VERTICAL CONTROL DISK
 PQ1727_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 PQ1727_STAMPING: 0710 C 1987
 PQ1727_MARK LOGO: MNDT
 PQ1727_PROJECTION: RECESSED 3 CENTIMETERS
 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 - August 09, 2011
 PQ1727_ROD/PIPE-DEPTH: 9.1 meters
 PQ1727
 PQ1727  HISTORY     - Date     Condition        Report By
 PQ1727  HISTORY     - 19870408 MONUMENTED       MNDT
 PQ1727  HISTORY     - 20030806 GOOD             MNDT
 PQ1727  HISTORY     - 20050715 GOOD             MNDT
 PQ1727  HISTORY     - 20110809 GOOD             MNDT
 PQ1727  HISTORY     - 20110809 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.
 PQ1727
 PQ1727                          STATION RECOVERY (2011)
 PQ1727
 PQ1727'RECOVERY NOTE BY MN DEPT OF TRANSP 2011 (JBG)
 PQ1727'RECOVERED AS DESCRIBED.
 PQ1727
 PQ1727                          STATION RECOVERY (2011)
 PQ1727
 PQ1727'RECOVERY NOTE BY MN DEPT OF TRANSP 2011 (JBG)
 PQ1727'1.5 MILES SOUTH OF COURTLAND, 1.3 MILES SOUTH ALONG COUNTY ROAD 24
 PQ1727'(4TH STREET) FROM JUNCTION OF COUNTY ROAD 24 AND TRUNK HIGHWAY 14 IN
 PQ1727'COURTLAND, AT RAILROAD CROSSING OF BLUE EARTH COUNTY ROAD 45, 58.0
 PQ1727'FEET NORTH OF ENTRANCE, 48.0 FEET EAST OF COUNTY ROAD 45, 45.0 FEET
 PQ1727'SOUTHEAST OF RAILROAD SIGNAL POST, 43.0 FEET SOUTH OF RAILROAD, 3.3
 PQ1727'FEET NORTH-NORTHWEST OF CORNER FENCE POST, 1.0 FOOT WEST OF WITNESS
 PQ1727'POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 PQ1728 ***********************************************************************
 PQ1728  DESIGNATION -  0710 D
 PQ1728  PID         -  PQ1728
 PQ1728  STATE/COUNTY-  MN/BLUE EARTH
 PQ1728  COUNTRY     -  US
 PQ1728  USGS QUAD   -  CAMBRIA (2019)
 PQ1728
 PQ1728                         *CURRENT SURVEY CONTROL
 PQ1728  ______________________________________________________________________
 PQ1728* NAD 83(1986) POSITION- 44 14 33.80   (N) 094 19 31.26   (W)   HD_HELD1
 PQ1728* NAVD 88 ORTHO HEIGHT -   246.078 (meters)      807.34  (feet) ADJUSTED
 PQ1728  ______________________________________________________________________
 PQ1728  GEOID HEIGHT    -        -28.206 (meters)                     GEOID18
 PQ1728  DYNAMIC HEIGHT  -        246.038 (meters)      807.21  (feet) COMP
 PQ1728  MODELED GRAVITY -    980,447.9   (mgal)                       NAVD 88
 PQ1728
 PQ1728  VERT ORDER      -  SECOND    CLASS I
 PQ1728
 PQ1728.The horizontal coordinates were determined by differentially corrected
 PQ1728.hand held GPS observations or other comparable positioning techniques
 PQ1728.and have an estimated accuracy of +/- 3 meters.
 PQ1728
 PQ1728.The orthometric height was determined by differential leveling and
 PQ1728.adjusted by the NATIONAL GEODETIC SURVEY
 PQ1728.in June 1995.
 PQ1728
 PQ1728.Significant digits in the geoid height do not necessarily reflect accuracy.
 PQ1728.GEOID18 height accuracy estimate available here.
 PQ1728
 PQ1728.Click photographs - Photos may exist for this station.
 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     -   238,132.2     774,013.4     MT  (+/- 3 meters HH1 GPS) 
 PQ1728
 PQ1728_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUJ9417599686(NAD 83)
 PQ1728
 PQ1728                          SUPERSEDED SURVEY CONTROL
 PQ1728
 PQ1728.No superseded survey control is available for this station.
 PQ1728
 PQ1728_MARKER: DV = VERTICAL CONTROL DISK
 PQ1728_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 PQ1728_STAMPING: 0710 D 1987
 PQ1728_MARK LOGO: MNDT
 PQ1728_PROJECTION: RECESSED 46 CENTIMETERS
 PQ1728_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 PQ1728_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PQ1728_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PQ1728+SATELLITE: SATELLITE OBSERVATIONS - August 09, 2011
 PQ1728
 PQ1728  HISTORY     - Date     Condition        Report By
 PQ1728  HISTORY     - 19870408 MONUMENTED       MNDT
 PQ1728  HISTORY     - 20110809 GOOD             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.
 PQ1728
 PQ1728                          STATION RECOVERY (2011)
 PQ1728
 PQ1728'RECOVERY NOTE BY MN DEPT OF TRANSP 2011 (JBG)
 PQ1728'THE STATION IS LOCATED ABOUT 7.2 MI (11.6 KM) WEST-NORTHWEST OF
 PQ1728'JUDSON, 1.9 MI (3.1 KM) SOUTH-SOUTHEAST OF COURTLAND AND 0.6 MI (1.0
 PQ1728'KM) WEST-NORTHWEST OF CAMBRIA.
 PQ1728'
 PQ1728'TO REACH THE MARK GO 0.6 MI (1.0 KM) WEST-NORTHWEST OF RAILROAD
 PQ1728'CROSSING OF COUNTY ROAD 45 AT CAMBRIA, 1.0 MI (1.6 KM) EAST-SOUTHEAST
 PQ1728'ALONG THE RAILWAY FROM THE COUNTY ROAD 45 CROSSING WHICH IS ABOUT 1.5
 PQ1728'MI (2.4 KM) SOUTH OF COURTLAND, 300 FT (91.4 M) NORTH OF TRUNK HIGHWAY
 PQ1728'68, AT TRUNK HIGHWAY 68 MILE POINT 125.7.
 PQ1728'
 PQ1728'THE MARK IS LOCATED 35.4 FT (10.8 M) NORTH OF NORTH RAIL OF RAILROAD,
 PQ1728'35 FT (10.7 M) WEST OF A FIELD ENTRANCE, 2.4 FT (0.7 M) EAST OF
 PQ1728'TELEPHONE POLE, 0.7 FT (21 CM) WEST OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DQ5360 ***********************************************************************
 DQ5360  DESIGNATION -  0710 F
 DQ5360  PID         -  DQ5360
 DQ5360  STATE/COUNTY-  MN/BLUE EARTH
 DQ5360  COUNTRY     -  US
 DQ5360  USGS QUAD   -  CAMBRIA (2019)
 DQ5360
 DQ5360                         *CURRENT SURVEY CONTROL
 DQ5360  ______________________________________________________________________
 DQ5360* NAD 83(2011) POSITION- 44 14 59.53263(N) 094 21 33.82119(W)   ADJUSTED
 DQ5360* NAD 83(2011) ELLIP HT-   269.965 (meters)        (03/03/22)   ADJUSTED
 DQ5360* NAD 83(2011) EPOCH   -  2010.00
 DQ5360* NAVD 88 ORTHO HEIGHT -   298.155 (meters)      978.20  (feet) ADJUSTED
 DQ5360  ______________________________________________________________________
 DQ5360  GEOID HEIGHT    -        -28.183 (meters)                     GEOID18
 DQ5360  NAD 83(2011) X  -   -347,858.567 (meters)                     COMP
 DQ5360  NAD 83(2011) Y  - -4,563,099.644 (meters)                     COMP
 DQ5360  NAD 83(2011) Z  -  4,428,209.799 (meters)                     COMP
 DQ5360  LAPLACE CORR    -         -1.91  (seconds)                    DEFLEC18
 DQ5360  DYNAMIC HEIGHT  -        298.106 (meters)      978.04  (feet) COMP
 DQ5360  MODELED GRAVITY -    980,448.6   (mgal)                       NAVD 88
 DQ5360
 DQ5360  VERT ORDER      -  SECOND    CLASS I
 DQ5360
 DQ5360  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DQ5360  Standards:
 DQ5360         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DQ5360            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DQ5360  -------------------------------------------------------------------
 DQ5360  NETWORK    0.71   1.14           0.32   0.25   0.58      0.10834160
 DQ5360  -------------------------------------------------------------------
 DQ5360  Click here for local accuracies and other accuracy information.
 DQ5360
 DQ5360.The horizontal coordinates were established by GPS observations
 DQ5360.and adjusted by the MN DEPT OF TRANSP in March 2022.
 DQ5360
 DQ5360.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DQ5360.been affixed to the stable North American tectonic plate. See 
 DQ5360.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DQ5360
 DQ5360.The horizontal coordinates are valid at the epoch date displayed above
 DQ5360.which is a decimal equivalence of Year/Month/Day.
 DQ5360
 DQ5360.The orthometric height was determined by differential leveling and
 DQ5360.adjusted by the NATIONAL GEODETIC SURVEY
 DQ5360.in May 2019.
 DQ5360
 DQ5360.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ5360.GEOID18 height accuracy estimate available here.
 DQ5360
 DQ5360.Click photographs - Photos may exist for this station.
 DQ5360
 DQ5360.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DQ5360
 DQ5360.The Laplace correction was computed from DEFLEC18 derived deflections.
 DQ5360
 DQ5360.The ellipsoidal height was determined by GPS observations
 DQ5360.and is referenced to NAD 83.
 DQ5360
 DQ5360.The dynamic height is computed by dividing the NAVD 88
 DQ5360.geopotential number by the normal gravity value computed on the
 DQ5360.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ5360.degrees latitude (g = 980.6199 gals.).
 DQ5360
 DQ5360.The modeled gravity was interpolated from observed gravity values.
 DQ5360
 DQ5360. The following values were computed from the NAD 83(2011) position.
 DQ5360
 DQ5360;                    North         East     Units Scale Factor Converg.
 DQ5360;SPC MN S     -   238,937.820   771,297.619   MT  0.99993163   -0 15 06.9
 DQ5360;SPC MN S     -   783,915.16  2,530,498.94   sFT  0.99993163   -0 15 06.9
 DQ5360;UTM  15      - 4,900,524.461   391,469.891   MT  0.99974486   -0 56 55.2
 DQ5360
 DQ5360!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DQ5360!SPC MN S     -   0.99995767  x   0.99993163  =   0.99988930
 DQ5360!UTM  15      -   0.99995767  x   0.99974486  =   0.99970254
 DQ5360
 DQ5360_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUK9146900524(NAD 83)
 DQ5360
 DQ5360                          SUPERSEDED SURVEY CONTROL
 DQ5360
 DQ5360.No superseded survey control is available for this station.
 DQ5360
 DQ5360_MARKER: I = METAL ROD
 DQ5360_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DQ5360_STAMPING: 0710 F 2016
 DQ5360_MARK LOGO: MNDT
 DQ5360_PROJECTION: RECESSED 5 CENTIMETERS
 DQ5360_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DQ5360_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ5360_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ5360+SATELLITE: SATELLITE OBSERVATIONS - August 24, 2022
 DQ5360_ROD/PIPE-DEPTH: 5.8 meters
 DQ5360
 DQ5360  HISTORY     - Date     Condition        Report By
 DQ5360  HISTORY     - 20160518 MONUMENTED       MNDT
 DQ5360  HISTORY     - 20210421 GOOD             MNDT
 DQ5360  HISTORY     - 20220202 GOOD             MNDT
 DQ5360  HISTORY     - 20220824 GOOD             MNDT
 DQ5360
 DQ5360                          STATION DESCRIPTION
 DQ5360
 DQ5360'DESCRIBED BY MN DEPT OF TRANSP 2016
 DQ5360'THE MARK IS LOCATED ABOUT 1.3 MI (2.1 KM) SOUTH-SOUTHWEST OF
 DQ5360'COURTLAND.
 DQ5360'
 DQ5360'TO REACH THE MARK GO 0.8 MI (1.3 KM) WEST ALONG TRUNK HIGHWAY 68 FROM
 DQ5360'THE JUNCTION OF TRUNK HIGHWAY 68 AND COUNTY ROAD 45 (JUNCTION IS 1.0
 DQ5360'MI (1.6 KM) SOUTH OF COURTLAND), AT TRUNK HIGHWAY 68 MILE POINT 123.9.
 DQ5360'THE MARK IS LOCATED 57.5 FT (17.5 M) SOUTH OF TRUNK HIGHWAY 68, 37.5
 DQ5360'FT (11.4 M) EAST OF A FIELD ENTRANCE, 1.5 FT (0.5 M) NORTH OF A
 DQ5360'WITNESS POST.
 DQ5360'
 DQ5360'NOTE-THE STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM ROD
 DQ5360'DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION REMOVABLE DISK
 DQ5360'SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH PVC
 DQ5360'PIPE BACK FILLED WITH WASHED SAND.
 DQ5360
 DQ5360                          STATION RECOVERY (2021)
 DQ5360
 DQ5360'RECOVERY NOTE BY MN DEPT OF TRANSP 2021 (KMS)
 DQ5360'RECOVERED IN GOOD CONDITION.
 DQ5360
 DQ5360                          STATION RECOVERY (2022)
 DQ5360
 DQ5360'RECOVERY NOTE BY MN DEPT OF TRANSP 2022 (TXD)
 DQ5360'RECOVERED AS DESCRIBED.
 DQ5360
 DQ5360                          STATION RECOVERY (2022)
 DQ5360
 DQ5360'RECOVERY NOTE BY MN DEPT OF TRANSP 2022 (KMS)
 DQ5360'1.3 MI (2.1 KM) SOUTH-SOUTHWEST OF COURTLAND, 0.8 MI (1.3 KM) WEST
 DQ5360'ALONG TRUNK HIGHWAY 68 FROM THE JUNCTION OF TRUNK HIGHWAY 68 AND
 DQ5360'COUNTY ROAD 45 (THE JUNCTION IS 1.0 MI (1.6 KM) SOUTH OF COURTLAND),
 DQ5360'AT TRUNK HIGHWAY 68 MILE POINT 123.9, 57.5 FT (17.5 M) SOUTH OF TRUNK
 DQ5360'HIGHWAY 68, 37.5 FT (11.4 M) EAST OF A FIELD ENTRANCE, 1.5 FT (0.5 M)
 DQ5360'NORTH OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DQ5361 ***********************************************************************
 DQ5361  DESIGNATION -  0710 G
 DQ5361  PID         -  DQ5361
 DQ5361  STATE/COUNTY-  MN/BLUE EARTH
 DQ5361  COUNTRY     -  US
 DQ5361  USGS QUAD   -  CAMBRIA (2019)
 DQ5361
 DQ5361                         *CURRENT SURVEY CONTROL
 DQ5361  ______________________________________________________________________
 DQ5361* NAD 83(2011) POSITION- 44 14 48.86856(N) 094 20 24.87733(W)   ADJUSTED
 DQ5361* NAD 83(2011) ELLIP HT-   218.613 (meters)        (03/03/22)   ADJUSTED
 DQ5361* NAD 83(2011) EPOCH   -  2010.00
 DQ5361* NAVD 88 ORTHO HEIGHT -   246.825 (meters)      809.79  (feet) ADJUSTED
 DQ5361  ______________________________________________________________________
 DQ5361  GEOID HEIGHT    -        -28.197 (meters)                     GEOID18
 DQ5361  NAD 83(2011) X  -   -346,347.934 (meters)                     COMP
 DQ5361  NAD 83(2011) Y  - -4,563,408.006 (meters)                     COMP
 DQ5361  NAD 83(2011) Z  -  4,427,938.176 (meters)                     COMP
 DQ5361  LAPLACE CORR    -         -1.48  (seconds)                    DEFLEC18
 DQ5361  DYNAMIC HEIGHT  -        246.784 (meters)      809.66  (feet) COMP
 DQ5361  MODELED GRAVITY -    980,448.4   (mgal)                       NAVD 88
 DQ5361
 DQ5361  VERT ORDER      -  SECOND    CLASS I
 DQ5361
 DQ5361  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DQ5361  Standards:
 DQ5361         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DQ5361            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DQ5361  -------------------------------------------------------------------
 DQ5361  NETWORK    0.83   1.31           0.38   0.28   0.67      0.16994088
 DQ5361  -------------------------------------------------------------------
 DQ5361  Click here for local accuracies and other accuracy information.
 DQ5361
 DQ5361.The horizontal coordinates were established by GPS observations
 DQ5361.and adjusted by the MN DEPT OF TRANSP in March 2022.
 DQ5361
 DQ5361.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DQ5361.been affixed to the stable North American tectonic plate. See 
 DQ5361.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DQ5361
 DQ5361.The horizontal coordinates are valid at the epoch date displayed above
 DQ5361.which is a decimal equivalence of Year/Month/Day.
 DQ5361
 DQ5361.The orthometric height was determined by differential leveling and
 DQ5361.adjusted by the NATIONAL GEODETIC SURVEY
 DQ5361.in May 2019.
 DQ5361
 DQ5361.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ5361.GEOID18 height accuracy estimate available here.
 DQ5361
 DQ5361.Click photographs - Photos may exist for this station.
 DQ5361
 DQ5361.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DQ5361
 DQ5361.The Laplace correction was computed from DEFLEC18 derived deflections.
 DQ5361
 DQ5361.The ellipsoidal height was determined by GPS observations
 DQ5361.and is referenced to NAD 83.
 DQ5361
 DQ5361.The dynamic height is computed by dividing the NAVD 88
 DQ5361.geopotential number by the normal gravity value computed on the
 DQ5361.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ5361.degrees latitude (g = 980.6199 gals.).
 DQ5361
 DQ5361.The modeled gravity was interpolated from observed gravity values.
 DQ5361
 DQ5361. The following values were computed from the NAD 83(2011) position.
 DQ5361
 DQ5361;                    North         East     Units Scale Factor Converg.
 DQ5361;SPC MN S     -   238,602.144   772,825.704   MT  0.99993186   -0 14 18.6
 DQ5361;SPC MN S     -   782,813.87  2,535,512.33   sFT  0.99993186   -0 14 18.6
 DQ5361;UTM  15      - 4,900,170.295   392,993.493   MT  0.99974082   -0 56 06.9
 DQ5361
 DQ5361!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DQ5361!SPC MN S     -   0.99996572  x   0.99993186  =   0.99989758
 DQ5361!UTM  15      -   0.99996572  x   0.99974082  =   0.99970655
 DQ5361
 DQ5361_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUK9299300170(NAD 83)
 DQ5361
 DQ5361                          SUPERSEDED SURVEY CONTROL
 DQ5361
 DQ5361.No superseded survey control is available for this station.
 DQ5361
 DQ5361_MARKER: I = METAL ROD
 DQ5361_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DQ5361_STAMPING: 0710 G 2016
 DQ5361_MARK LOGO: MNDT
 DQ5361_PROJECTION: RECESSED 5 CENTIMETERS
 DQ5361_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DQ5361_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ5361_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ5361+SATELLITE: SATELLITE OBSERVATIONS - August 24, 2022
 DQ5361_ROD/PIPE-DEPTH: 12.8 meters
 DQ5361
 DQ5361  HISTORY     - Date     Condition        Report By
 DQ5361  HISTORY     - 20160518 MONUMENTED       MNDT
 DQ5361  HISTORY     - 20210421 GOOD             MNDT
 DQ5361  HISTORY     - 20220201 GOOD             MNDT
 DQ5361  HISTORY     - 20220824 GOOD             MNDT
 DQ5361
 DQ5361                          STATION DESCRIPTION
 DQ5361
 DQ5361'DESCRIBED BY MN DEPT OF TRANSP 2016
 DQ5361'THE MARK IS LOCATED ABOUT 1.1 MI (1.8 KM) SOUTH OF COURTLAND.
 DQ5361'
 DQ5361'TO REACH THE MARK GO 0.2 MI (0.3 KM) SOUTHEAST ALONG TRUNK HIGHWAY 68
 DQ5361'FROM THE JUNCTION OF TRUNK HIGHWAY 68 AND COUNTY ROAD 45 (JUNCTION IS
 DQ5361'1.0 MI (1.6 KM) SOUTH OF COURTLAND), AT TRUNK HIGHWAY 68 MILE POINT
 DQ5361'124.9.
 DQ5361'
 DQ5361'THE MARK IS LOCATED 29.5 FT (9.0 M) SOUTH-SOUTHWEST OF TRUNK HIGHWAY
 DQ5361'68, 7.0 FT (2.1 M) SOUTH-SOUTHWEST OF GUARDRAIL, 1.5 FT (0.5 M)
 DQ5361'NORTH-NORTHEAST OF A WITNESS POST.
 DQ5361'
 DQ5361'NOTE-THE STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM ROD
 DQ5361'DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION REMOVABLE DISK
 DQ5361'SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH PVC
 DQ5361'PIPE BACK FILLED WITH WASHED SAND.
 DQ5361
 DQ5361                          STATION RECOVERY (2021)
 DQ5361
 DQ5361'RECOVERY NOTE BY MN DEPT OF TRANSP 2021 (KMS)
 DQ5361'1.1 MI (1.8 KM) SOUTH OF COURTLAND, 0.2 MI (0.3 KM) SOUTHEAST ALONG
 DQ5361'TRUNK HIGHWAY 68 FROM THE JUNCTION OF TRUNK HIGHWAY 68 AND COUNTY ROAD
 DQ5361'45 (THE JUNCTION IS 1.0 MI (1.6 KM) SOUTH OF COURTLAND), AT TRUNK
 DQ5361'HIGHWAY 68 MILE POINT 124.9, 29.5 FT (9.0 M) SOUTH-SOUTHWEST OF TRUNK
 DQ5361'HIGHWAY 68, 7.0 FT (2.1 M) SOUTH-SOUTHWEST OF A GUARDRAIL, 6.2 FT (1.9
 DQ5361'M) SOUTH OF A WITNESS POST.
 DQ5361
 DQ5361                          STATION RECOVERY (2022)
 DQ5361
 DQ5361'RECOVERY NOTE BY MN DEPT OF TRANSP 2022 (TXD)
 DQ5361'RECOVERED AS DESCRIBED.
 DQ5361
 DQ5361                          STATION RECOVERY (2022)
 DQ5361
 DQ5361'RECOVERY NOTE BY MN DEPT OF TRANSP 2022 (KMS)
 DQ5361'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DQ5362 ***********************************************************************
 DQ5362  DESIGNATION -  0710 H
 DQ5362  PID         -  DQ5362
 DQ5362  STATE/COUNTY-  MN/BLUE EARTH
 DQ5362  COUNTRY     -  US
 DQ5362  USGS QUAD   -  CAMBRIA (2019)
 DQ5362
 DQ5362                         *CURRENT SURVEY CONTROL
 DQ5362  ______________________________________________________________________
 DQ5362* NAD 83(2011) POSITION- 44 14 29.10584(N) 094 19 27.01897(W)   ADJUSTED
 DQ5362* NAD 83(2011) ELLIP HT-   219.668 (meters)        (03/03/22)   ADJUSTED
 DQ5362* NAD 83(2011) EPOCH   -  2010.00
 DQ5362* NAVD 88 ORTHO HEIGHT -   247.888 (meters)      813.28  (feet) ADJUSTED
 DQ5362  ______________________________________________________________________
 DQ5362  GEOID HEIGHT    -        -28.207 (meters)                     GEOID18
 DQ5362  NAD 83(2011) X  -   -345,100.008 (meters)                     COMP
 DQ5362  NAD 83(2011) Y  - -4,563,930.139 (meters)                     COMP
 DQ5362  NAD 83(2011) Z  -  4,427,501.915 (meters)                     COMP
 DQ5362  LAPLACE CORR    -         -1.24  (seconds)                    DEFLEC18
 DQ5362  DYNAMIC HEIGHT  -        247.848 (meters)      813.15  (feet) COMP
 DQ5362  MODELED GRAVITY -    980,447.8   (mgal)                       NAVD 88
 DQ5362
 DQ5362  VERT ORDER      -  SECOND    CLASS I
 DQ5362
 DQ5362  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DQ5362  Standards:
 DQ5362         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DQ5362            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DQ5362  -------------------------------------------------------------------
 DQ5362  NETWORK    0.80   1.25           0.37   0.27   0.64      0.12630341
 DQ5362  -------------------------------------------------------------------
 DQ5362  Click here for local accuracies and other accuracy information.
 DQ5362
 DQ5362.The horizontal coordinates were established by GPS observations
 DQ5362.and adjusted by the MN DEPT OF TRANSP in March 2022.
 DQ5362
 DQ5362.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DQ5362.been affixed to the stable North American tectonic plate. See 
 DQ5362.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DQ5362
 DQ5362.The horizontal coordinates are valid at the epoch date displayed above
 DQ5362.which is a decimal equivalence of Year/Month/Day.
 DQ5362
 DQ5362.The orthometric height was determined by differential leveling and
 DQ5362.adjusted by the NATIONAL GEODETIC SURVEY
 DQ5362.in May 2019.
 DQ5362
 DQ5362.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ5362.GEOID18 height accuracy estimate available here.
 DQ5362
 DQ5362.Click photographs - Photos may exist for this station.
 DQ5362
 DQ5362.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DQ5362
 DQ5362.The Laplace correction was computed from DEFLEC18 derived deflections.
 DQ5362
 DQ5362.The ellipsoidal height was determined by GPS observations
 DQ5362.and is referenced to NAD 83.
 DQ5362
 DQ5362.The dynamic height is computed by dividing the NAVD 88
 DQ5362.geopotential number by the normal gravity value computed on the
 DQ5362.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ5362.degrees latitude (g = 980.6199 gals.).
 DQ5362
 DQ5362.The modeled gravity was interpolated from observed gravity values.
 DQ5362
 DQ5362. The following values were computed from the NAD 83(2011) position.
 DQ5362
 DQ5362;                    North         East     Units Scale Factor Converg.
 DQ5362;SPC MN S     -   237,986.981   774,106.884   MT  0.99993229   -0 13 38.0
 DQ5362;SPC MN S     -   780,795.62  2,539,715.67   sFT  0.99993229   -0 13 38.0
 DQ5362;UTM  15      - 4,899,539.719   394,266.853   MT  0.99973749   -0 55 26.2
 DQ5362
 DQ5362!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DQ5362!SPC MN S     -   0.99996556  x   0.99993229  =   0.99989785
 DQ5362!UTM  15      -   0.99996556  x   0.99973749  =   0.99970306
 DQ5362
 DQ5362_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUJ9426699539(NAD 83)
 DQ5362
 DQ5362                          SUPERSEDED SURVEY CONTROL
 DQ5362
 DQ5362.No superseded survey control is available for this station.
 DQ5362
 DQ5362_MARKER: I = METAL ROD
 DQ5362_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DQ5362_STAMPING: 0710 H 2016
 DQ5362_MARK LOGO: MNDT
 DQ5362_PROJECTION: RECESSED 5 CENTIMETERS
 DQ5362_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DQ5362_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ5362_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ5362+SATELLITE: SATELLITE OBSERVATIONS - August 24, 2022
 DQ5362_ROD/PIPE-DEPTH: 7.3 meters
 DQ5362
 DQ5362  HISTORY     - Date     Condition        Report By
 DQ5362  HISTORY     - 20160518 MONUMENTED       MNDT
 DQ5362  HISTORY     - 20220201 GOOD             MNDT
 DQ5362  HISTORY     - 20220824 GOOD             MNDT
 DQ5362
 DQ5362                          STATION DESCRIPTION
 DQ5362
 DQ5362'DESCRIBED BY MN DEPT OF TRANSP 2016
 DQ5362'THE MARK IS LOCATED ABOUT 2.0 MI (3.2 KM) SOUTHEAST OF COURTLAND.
 DQ5362'
 DQ5362'TO REACH THE MARK GO 1.1 MI (1.8 KM) SOUTHEAST ALONG TRUNK HIGHWAY 68
 DQ5362'FROM THE JUNCTION OF TRUNK HIGHWAY 68 AND COUNTY ROAD 45 (JUNCTION IS
 DQ5362'1.0 MI (1.6 KM) SOUTH OF COURTLAND), AT TRUNK HIGHWAY 68 MILE POINT
 DQ5362'125.8. THE MARK IS LOCATED 43.4 FT (13.2 M) NORTH-NORTHEAST OF TRUNK
 DQ5362'HIGHWAY 68, 43.0 FT (13.1 M) EAST-SOUTHEAST OF ENTRANCE EXTENDED, 1.5
 DQ5362'FT (0.5 M) SOUTH-SOUTHWEST OF A WITNESS POST.
 DQ5362'
 DQ5362'NOTE-THE STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM ROD
 DQ5362'DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION REMOVABLE DISK
 DQ5362'SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH PVC
 DQ5362'PIPE BACK FILLED WITH WASHED SAND.
 DQ5362
 DQ5362                          STATION RECOVERY (2022)
 DQ5362
 DQ5362'RECOVERY NOTE BY MN DEPT OF TRANSP 2022 (TXD)
 DQ5362'RECOVERED AS DESCRIBED.
 DQ5362
 DQ5362                          STATION RECOVERY (2022)
 DQ5362
 DQ5362'RECOVERY NOTE BY MN DEPT OF TRANSP 2022 (KMS)
 DQ5362'2.0 MI (3.2 KM) SOUTHEAST OF COURTLAND, 1.1 MI (1.8 KM) SOUTHEAST
 DQ5362'ALONG TRUNK HIGHWAY 68 FROM THE JUNCTION OF TRUNK HIGHWAY 68 AND
 DQ5362'COUNTY ROAD 45 (THE JUNCTION IS 1.0 MI (1.6 KM) SOUTH OF COURTLAND),
 DQ5362'AT TRUNK HIGHWAY 68 MILE POINT 125.8, 43.4 FT (13.2 M) NORTH-NORTHEAST
 DQ5362'OF TRUNK HIGHWAY 68, 43.0 FT (13.1 M) EAST-SOUTHEAST OF AN ENTRANCE
 DQ5362'EXTENDED, 1.5 FT (0.5 M) SOUTH-SOUTHWEST OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DQ5365 ***********************************************************************
 DQ5365  DESIGNATION -  0710 J
 DQ5365  PID         -  DQ5365
 DQ5365  STATE/COUNTY-  MN/BLUE EARTH
 DQ5365  COUNTRY     -  US
 DQ5365  USGS QUAD   -  CAMBRIA (2019)
 DQ5365
 DQ5365                         *CURRENT SURVEY CONTROL
 DQ5365  ______________________________________________________________________
 DQ5365* NAD 83(2011) POSITION- 44 12 55.49388(N) 094 17 46.76795(W)   ADJUSTED
 DQ5365* NAD 83(2011) ELLIP HT-   274.511 (meters)        (03/03/22)   ADJUSTED
 DQ5365* NAD 83(2011) EPOCH   -  2010.00
 DQ5365* NAVD 88 ORTHO HEIGHT -   302.738 (meters)      993.23  (feet) ADJUSTED
 DQ5365  ______________________________________________________________________
 DQ5365  GEOID HEIGHT    -        -28.215 (meters)                     GEOID18
 DQ5365  NAD 83(2011) X  -   -343,035.692 (meters)                     COMP
 DQ5365  NAD 83(2011) Y  - -4,566,146.350 (meters)                     COMP
 DQ5365  NAD 83(2011) Z  -  4,425,469.644 (meters)                     COMP
 DQ5365  LAPLACE CORR    -         -1.03  (seconds)                    DEFLEC18
 DQ5365  DYNAMIC HEIGHT  -        302.688 (meters)      993.07  (feet) COMP
 DQ5365  MODELED GRAVITY -    980,445.0   (mgal)                       NAVD 88
 DQ5365
 DQ5365  VERT ORDER      -  SECOND    CLASS I
 DQ5365
 DQ5365  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DQ5365  Standards:
 DQ5365         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DQ5365            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DQ5365  -------------------------------------------------------------------
 DQ5365  NETWORK    0.79   1.22           0.36   0.27   0.62      0.09644850
 DQ5365  -------------------------------------------------------------------
 DQ5365  Click here for local accuracies and other accuracy information.
 DQ5365
 DQ5365.The horizontal coordinates were established by GPS observations
 DQ5365.and adjusted by the MN DEPT OF TRANSP in March 2022.
 DQ5365
 DQ5365.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DQ5365.been affixed to the stable North American tectonic plate. See 
 DQ5365.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DQ5365
 DQ5365.The horizontal coordinates are valid at the epoch date displayed above
 DQ5365.which is a decimal equivalence of Year/Month/Day.
 DQ5365
 DQ5365.The orthometric height was determined by differential leveling and
 DQ5365.adjusted by the NATIONAL GEODETIC SURVEY
 DQ5365.in May 2019.
 DQ5365
 DQ5365.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ5365.GEOID18 height accuracy estimate available here.
 DQ5365
 DQ5365.Click photographs - Photos may exist for this station.
 DQ5365
 DQ5365.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DQ5365
 DQ5365.The Laplace correction was computed from DEFLEC18 derived deflections.
 DQ5365
 DQ5365.The ellipsoidal height was determined by GPS observations
 DQ5365.and is referenced to NAD 83.
 DQ5365
 DQ5365.The dynamic height is computed by dividing the NAVD 88
 DQ5365.geopotential number by the normal gravity value computed on the
 DQ5365.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ5365.degrees latitude (g = 980.6199 gals.).
 DQ5365
 DQ5365.The modeled gravity was interpolated from observed gravity values.
 DQ5365
 DQ5365. The following values were computed from the NAD 83(2011) position.
 DQ5365
 DQ5365;                    North         East     Units Scale Factor Converg.
 DQ5365;SPC MN S     -   235,089.347   776,320.710   MT  0.99993444   -0 12 27.7
 DQ5365;SPC MN S     -   771,288.97  2,546,978.86   sFT  0.99993444   -0 12 27.7
 DQ5365;UTM  15      - 4,896,615.967   396,444.856   MT  0.99973188   -0 54 14.7
 DQ5365
 DQ5365!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DQ5365!SPC MN S     -   0.99995696  x   0.99993444  =   0.99989140
 DQ5365!UTM  15      -   0.99995696  x   0.99973188  =   0.99968885
 DQ5365
 DQ5365_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUJ9644496615(NAD 83)
 DQ5365
 DQ5365                          SUPERSEDED SURVEY CONTROL
 DQ5365
 DQ5365.No superseded survey control is available for this station.
 DQ5365
 DQ5365_MARKER: I = METAL ROD
 DQ5365_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DQ5365_STAMPING: 0710 J 2016
 DQ5365_MARK LOGO: MNDT
 DQ5365_PROJECTION: RECESSED 5 CENTIMETERS
 DQ5365_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DQ5365_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ5365_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ5365+SATELLITE: SATELLITE OBSERVATIONS - August 24, 2022
 DQ5365_ROD/PIPE-DEPTH: 8.2 meters
 DQ5365
 DQ5365  HISTORY     - Date     Condition        Report By
 DQ5365  HISTORY     - 20160517 MONUMENTED       MNDT
 DQ5365  HISTORY     - 20210420 GOOD             MNDT
 DQ5365  HISTORY     - 20220127 GOOD             MNDT
 DQ5365  HISTORY     - 20220824 GOOD             MNDT
 DQ5365
 DQ5365                          STATION DESCRIPTION
 DQ5365
 DQ5365'DESCRIBED BY MN DEPT OF TRANSP 2016
 DQ5365'THE MARK IS LOCATED ABOUT 4.3 MI (6.9 KM) SOUTHEAST OF COURTLAND.
 DQ5365'
 DQ5365'TO REACH THE MARK GO 3.5 MI (5.6 KM) SOUTHEAST ALONG TRUNK HIGHWAY 68
 DQ5365'FROM THE JUNCTION OF TRUNK HIGHWAY 68 AND COUNTY ROAD 45 (JUNCTION IS
 DQ5365'1.0 MI (1.6 KM) SOUTH OF COURTLAND), AT TRUNK HIGHWAY 68 MILE POINT
 DQ5365'128.15.
 DQ5365'
 DQ5365'THE MARK IS LOCATED 67.0 FT (20.4 M) SOUTHWEST OF TRUNK HIGHWAY 68,
 DQ5365'25.5 FT (7.8 M) SOUTHEAST OF A FIELD ENTRANCE, 3.5 FT (1.1 M)
 DQ5365'NORTHWEST OF BURIED CABLE SIGN, 1.5 FT (0.5 M) NORTHWEST OF A WITNESS
 DQ5365'POST.
 DQ5365'
 DQ5365'NOTE-THE STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM ROD
 DQ5365'DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION REMOVABLE DISK
 DQ5365'SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH PVC
 DQ5365'PIPE BACK FILLED WITH WASHED SAND.
 DQ5365
 DQ5365                          STATION RECOVERY (2021)
 DQ5365
 DQ5365'RECOVERY NOTE BY MN DEPT OF TRANSP 2021 (KMS)
 DQ5365'RECOVERED IN GOOD CONDITION.
 DQ5365
 DQ5365                          STATION RECOVERY (2022)
 DQ5365
 DQ5365'RECOVERY NOTE BY MN DEPT OF TRANSP 2022 (SXL)
 DQ5365'RECOVERED AS DESCRIBED.
 DQ5365
 DQ5365                          STATION RECOVERY (2022)
 DQ5365
 DQ5365'RECOVERY NOTE BY MN DEPT OF TRANSP 2022 (KMS)
 DQ5365'4.3 MI (6.9 KM) SOUTHEAST OF COURTLAND, 3.5 MI (5.6 KM) SOUTHEAST
 DQ5365'ALONG TRUNK HIGHWAY 68 FROM THE JUNCTION OF TRUNK HIGHWAY 68 AND
 DQ5365'COUNTY ROAD 45 (THE JUNCTION IS 1.0 MI (1.6 KM) SOUTH OF COURTLAND),
 DQ5365'AT TRUNK HIGHWAY 68 MILE POINT 128.15, 67.0 FT (20.4 M) SOUTHWEST OF
 DQ5365'TRUNK HIGHWAY 68, 25.5 FT (7.8 M) SOUTHEAST OF A FIELD ENTRANCE, 3.5
 DQ5365'FT (1.1 M) NORTHWEST OF A BURIED CABLE SIGN, 1.5 FT (0.5 M) NORTHWEST
 DQ5365'OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DQ5366 ***********************************************************************
 DQ5366  DESIGNATION -  0710 K
 DQ5366  PID         -  DQ5366
 DQ5366  STATE/COUNTY-  MN/BLUE EARTH
 DQ5366  COUNTRY     -  US
 DQ5366  USGS QUAD   -  CAMBRIA (2019)
 DQ5366
 DQ5366                         *CURRENT SURVEY CONTROL
 DQ5366  ______________________________________________________________________
 DQ5366* NAD 83(2011) POSITION- 44 12 23.23045(N) 094 16 45.24114(W)   ADJUSTED
 DQ5366* NAD 83(2011) ELLIP HT-   270.765 (meters)        (03/03/22)   ADJUSTED
 DQ5366* NAD 83(2011) EPOCH   -  2010.00
 DQ5366* NAVD 88 ORTHO HEIGHT -   298.990 (meters)      980.94  (feet) ADJUSTED
 DQ5366  ______________________________________________________________________
 DQ5366  GEOID HEIGHT    -        -28.219 (meters)                     GEOID18
 DQ5366  NAD 83(2011) X  -   -341,725.255 (meters)                     COMP
 DQ5366  NAD 83(2011) Y  - -4,566,938.283 (meters)                     COMP
 DQ5366  NAD 83(2011) Z  -  4,424,753.211 (meters)                     COMP
 DQ5366  LAPLACE CORR    -         -1.07  (seconds)                    DEFLEC18
 DQ5366  DYNAMIC HEIGHT  -        298.940 (meters)      980.77  (feet) COMP
 DQ5366  MODELED GRAVITY -    980,443.7   (mgal)                       NAVD 88
 DQ5366
 DQ5366  VERT ORDER      -  SECOND    CLASS I
 DQ5366
 DQ5366  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DQ5366  Standards:
 DQ5366         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DQ5366            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DQ5366  -------------------------------------------------------------------
 DQ5366  NETWORK    0.76   1.18           0.35   0.26   0.60      0.10121600
 DQ5366  -------------------------------------------------------------------
 DQ5366  Click here for local accuracies and other accuracy information.
 DQ5366
 DQ5366.The horizontal coordinates were established by GPS observations
 DQ5366.and adjusted by the MN DEPT OF TRANSP in March 2022.
 DQ5366
 DQ5366.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DQ5366.been affixed to the stable North American tectonic plate. See 
 DQ5366.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DQ5366
 DQ5366.The horizontal coordinates are valid at the epoch date displayed above
 DQ5366.which is a decimal equivalence of Year/Month/Day.
 DQ5366
 DQ5366.The orthometric height was determined by differential leveling and
 DQ5366.adjusted by the NATIONAL GEODETIC SURVEY
 DQ5366.in May 2019.
 DQ5366
 DQ5366.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ5366.GEOID18 height accuracy estimate available here.
 DQ5366
 DQ5366.Click photographs - Photos may exist for this station.
 DQ5366
 DQ5366.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DQ5366
 DQ5366.The Laplace correction was computed from DEFLEC18 derived deflections.
 DQ5366
 DQ5366.The ellipsoidal height was determined by GPS observations
 DQ5366.and is referenced to NAD 83.
 DQ5366
 DQ5366.The dynamic height is computed by dividing the NAVD 88
 DQ5366.geopotential number by the normal gravity value computed on the
 DQ5366.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ5366.degrees latitude (g = 980.6199 gals.).
 DQ5366
 DQ5366.The modeled gravity was interpolated from observed gravity values.
 DQ5366
 DQ5366. The following values were computed from the NAD 83(2011) position.
 DQ5366
 DQ5366;                    North         East     Units Scale Factor Converg.
 DQ5366;SPC MN S     -   234,088.778   777,683.027   MT  0.99993523   -0 11 44.6
 DQ5366;SPC MN S     -   768,006.27  2,551,448.40   sFT  0.99993523   -0 11 44.6
 DQ5366;UTM  15      - 4,895,599.124   397,794.637   MT  0.99972847   -0 53 31.3
 DQ5366
 DQ5366!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DQ5366!SPC MN S     -   0.99995755  x   0.99993523  =   0.99989278
 DQ5366!UTM  15      -   0.99995755  x   0.99972847  =   0.99968603
 DQ5366
 DQ5366_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUJ9779495599(NAD 83)
 DQ5366
 DQ5366                          SUPERSEDED SURVEY CONTROL
 DQ5366
 DQ5366.No superseded survey control is available for this station.
 DQ5366
 DQ5366_MARKER: I = METAL ROD
 DQ5366_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DQ5366_STAMPING: 0710 K 2016
 DQ5366_MARK LOGO: MNDT
 DQ5366_PROJECTION: RECESSED 5 CENTIMETERS
 DQ5366_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DQ5366_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ5366_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ5366+SATELLITE: SATELLITE OBSERVATIONS - August 24, 2022
 DQ5366_ROD/PIPE-DEPTH: 5.8 meters
 DQ5366
 DQ5366  HISTORY     - Date     Condition        Report By
 DQ5366  HISTORY     - 20160517 MONUMENTED       MNDT
 DQ5366  HISTORY     - 20210420 GOOD             MNDT
 DQ5366  HISTORY     - 20220127 GOOD             MNDT
 DQ5366  HISTORY     - 20220824 GOOD             MNDT
 DQ5366
 DQ5366                          STATION DESCRIPTION
 DQ5366
 DQ5366'DESCRIBED BY MN DEPT OF TRANSP 2016
 DQ5366'THE MARK IS LOCATED ABOUT 5.2 MI (8.4 KM) SOUTHEAST OF COURTLAND.
 DQ5366'
 DQ5366'TO REACH THE MARK GO 4.55 MI (7.32 KM) SOUTHEAST ALONG TRUNK HIGHWAY
 DQ5366'68 FROM THE JUNCTION OF TRUNK HIGHWAY 68 AND COUNTY ROAD 45 (JUNCTION
 DQ5366'IS 1.0 MI (1.6 KM) SOUTH OF COURTLAND), AT TRUNK HIGHWAY 68 MILE POINT
 DQ5366'129.2.
 DQ5366'
 DQ5366'THE MARK IS LOCATED 60.0 FT (18.3 M) SOUTHWEST OF TRUNK HIGHWAY 68,
 DQ5366'1.5 FT (0.5 M) NORTHEAST OF A WITNESS POST.
 DQ5366'
 DQ5366'NOTE-THE STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM ROD
 DQ5366'DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION REMOVABLE DISK
 DQ5366'SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH PVC
 DQ5366'PIPE BACK FILLED WITH WASHED SAND.
 DQ5366
 DQ5366                          STATION RECOVERY (2021)
 DQ5366
 DQ5366'RECOVERY NOTE BY MN DEPT OF TRANSP 2021 (KMS)
 DQ5366'RECOVERED IN GOOD CONDITION.
 DQ5366
 DQ5366                          STATION RECOVERY (2022)
 DQ5366
 DQ5366'RECOVERY NOTE BY MN DEPT OF TRANSP 2022 (SXL)
 DQ5366'RECOVERED AS DESCRIBED.
 DQ5366
 DQ5366                          STATION RECOVERY (2022)
 DQ5366
 DQ5366'RECOVERY NOTE BY MN DEPT OF TRANSP 2022 (KMS)
 DQ5366'5.2 MI (8.4 KM) SOUTHEAST OF COURTLAND, 4.55 MI (7.32 KM) SOUTHEAST
 DQ5366'ALONG TRUNK HIGHWAY 68 FROM THE JUNCTION OF TRUNK HIGHWAY 68 AND
 DQ5366'COUNTY ROAD 45 (THE JUNCTION IS 1.0 MI (1.6 KM) SOUTH OF COURTLAND),
 DQ5366'AT TRUNK HIGHWAY 68 MILE POINT 129.2, 60.0 FT (18.3 M) SOUTHWEST OF
 DQ5366'TRUNK HIGHWAY 68, 1.5 FT (0.5 M) NORTHEAST OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DQ5367 ***********************************************************************
 DQ5367  DESIGNATION -  0710 L
 DQ5367  PID         -  DQ5367
 DQ5367  STATE/COUNTY-  MN/BLUE EARTH
 DQ5367  COUNTRY     -  US
 DQ5367  USGS QUAD   -  CAMBRIA (2019)
 DQ5367
 DQ5367                         *CURRENT SURVEY CONTROL
 DQ5367  ______________________________________________________________________
 DQ5367* NAD 83(2011) POSITION- 44 11 57.52243(N) 094 16 10.70816(W)   ADJUSTED
 DQ5367* NAD 83(2011) ELLIP HT-   273.612 (meters)        (03/03/22)   ADJUSTED
 DQ5367* NAD 83(2011) EPOCH   -  2010.00
 DQ5367* NAVD 88 ORTHO HEIGHT -   301.846 (meters)      990.31  (feet) ADJUSTED
 DQ5367  ______________________________________________________________________
 DQ5367  GEOID HEIGHT    -        -28.220 (meters)                     GEOID18
 DQ5367  NAD 83(2011) X  -   -341,001.992 (meters)                     COMP
 DQ5367  NAD 83(2011) Y  - -4,567,549.179 (meters)                     COMP
 DQ5367  NAD 83(2011) Z  -  4,424,186.336 (meters)                     COMP
 DQ5367  LAPLACE CORR    -         -0.84  (seconds)                    DEFLEC18
 DQ5367  DYNAMIC HEIGHT  -        301.795 (meters)      990.14  (feet) COMP
 DQ5367  MODELED GRAVITY -    980,442.9   (mgal)                       NAVD 88
 DQ5367
 DQ5367  VERT ORDER      -  SECOND    CLASS I
 DQ5367
 DQ5367  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DQ5367  Standards:
 DQ5367         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DQ5367            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DQ5367  -------------------------------------------------------------------
 DQ5367  NETWORK    0.75   1.18           0.34   0.26   0.60      0.08210016
 DQ5367  -------------------------------------------------------------------
 DQ5367  Click here for local accuracies and other accuracy information.
 DQ5367
 DQ5367.The horizontal coordinates were established by GPS observations
 DQ5367.and adjusted by the MN DEPT OF TRANSP in March 2022.
 DQ5367
 DQ5367.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DQ5367.been affixed to the stable North American tectonic plate. See 
 DQ5367.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DQ5367
 DQ5367.The horizontal coordinates are valid at the epoch date displayed above
 DQ5367.which is a decimal equivalence of Year/Month/Day.
 DQ5367
 DQ5367.The orthometric height was determined by differential leveling and
 DQ5367.adjusted by the NATIONAL GEODETIC SURVEY
 DQ5367.in May 2019.
 DQ5367
 DQ5367.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ5367.GEOID18 height accuracy estimate available here.
 DQ5367
 DQ5367.Click photographs - Photos may exist for this station.
 DQ5367
 DQ5367.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DQ5367
 DQ5367.The Laplace correction was computed from DEFLEC18 derived deflections.
 DQ5367
 DQ5367.The ellipsoidal height was determined by GPS observations
 DQ5367.and is referenced to NAD 83.
 DQ5367
 DQ5367.The dynamic height is computed by dividing the NAVD 88
 DQ5367.geopotential number by the normal gravity value computed on the
 DQ5367.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ5367.degrees latitude (g = 980.6199 gals.).
 DQ5367
 DQ5367.The modeled gravity was interpolated from observed gravity values.
 DQ5367
 DQ5367. The following values were computed from the NAD 83(2011) position.
 DQ5367
 DQ5367;                    North         East     Units Scale Factor Converg.
 DQ5367;SPC MN S     -   233,292.765   778,447.061   MT  0.99993587   -0 11 20.4
 DQ5367;SPC MN S     -   765,394.68  2,553,955.07   sFT  0.99993587   -0 11 20.4
 DQ5367;UTM  15      - 4,894,794.054   398,548.784   MT  0.99972658   -0 53 06.8
 DQ5367
 DQ5367!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DQ5367!SPC MN S     -   0.99995710  x   0.99993587  =   0.99989297
 DQ5367!UTM  15      -   0.99995710  x   0.99972658  =   0.99968369
 DQ5367
 DQ5367_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUJ9854894794(NAD 83)
 DQ5367
 DQ5367                          SUPERSEDED SURVEY CONTROL
 DQ5367
 DQ5367.No superseded survey control is available for this station.
 DQ5367
 DQ5367_MARKER: I = METAL ROD
 DQ5367_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DQ5367_STAMPING: 0710 L 2016
 DQ5367_MARK LOGO: MNDT
 DQ5367_PROJECTION: RECESSED 5 CENTIMETERS
 DQ5367_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DQ5367_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ5367_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ5367+SATELLITE: SATELLITE OBSERVATIONS - August 24, 2022
 DQ5367_ROD/PIPE-DEPTH: 7.3 meters
 DQ5367
 DQ5367  HISTORY     - Date     Condition        Report By
 DQ5367  HISTORY     - 20160517 MONUMENTED       MNDT
 DQ5367  HISTORY     - 20220126 GOOD             MNDT
 DQ5367  HISTORY     - 20220824 GOOD             MNDT
 DQ5367
 DQ5367                          STATION DESCRIPTION
 DQ5367
 DQ5367'DESCRIBED BY MN DEPT OF TRANSP 2016
 DQ5367'THE MARK IS LOCATED ABOUT 6.0 MI (9.7 KM) SOUTHEAST OF COURTLAND.
 DQ5367'
 DQ5367'TO REACH THE MARK GO 5.25 MI (8.45 KM) SOUTHEAST ALONG TRUNK HIGHWAY
 DQ5367'68 FROM THE JUNCTION OF TRUNK HIGHWAY 68 AND COUNTY ROAD 45 (JUNCTION
 DQ5367'IS 1.0 MI (1.6 KM) SOUTH OF COURTLAND), AT TRUNK HIGHWAY 68 MILE POINT
 DQ5367'129.9.
 DQ5367'
 DQ5367'THE MARK IS LOCATED 43.5 FT (13.3 M) NORTHEAST OF TRUNK HIGHWAY 68,
 DQ5367'24.5 FT (7.5 M) NORTHWEST OF A FIELD ENTRANCE, 5.0 FT (1.5 M)
 DQ5367'SOUTHEAST OF A WITNESS POST.
 DQ5367'
 DQ5367'NOTE-THE STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM ROD
 DQ5367'DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION REMOVABLE DISK
 DQ5367'SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH PVC
 DQ5367'PIPE BACK FILLED WITH WASHED SAND.
 DQ5367
 DQ5367                          STATION RECOVERY (2022)
 DQ5367
 DQ5367'RECOVERY NOTE BY MN DEPT OF TRANSP 2022 (MPP)
 DQ5367'RECOVERED AS DESCRIBED.
 DQ5367
 DQ5367                          STATION RECOVERY (2022)
 DQ5367
 DQ5367'RECOVERY NOTE BY MN DEPT OF TRANSP 2022 (KMS)
 DQ5367'6.0 MI (9.7 KM) SOUTHEAST OF COURTLAND, 5.25 MI (8.45 KM) SOUTHEAST
 DQ5367'ALONG TRUNK HIGHWAY 68 FROM THE JUNCTION OF TRUNK HIGHWAY 68 AND
 DQ5367'COUNTY ROAD 45 (THE JUNCTION IS 1.0 MI (1.6 KM) SOUTH OF COURTLAND),
 DQ5367'AT TRUNK HIGHWAY 68 MILE POINT 129.9, 43.5 FT (13.3 M) NORTHEAST OF
 DQ5367'TRUNK HIGHWAY 68, 24.5 FT (7.5 M) NORTHWEST OF A FIELD ENTRANCE, 5.0
 DQ5367'FT (1.5 M) SOUTHEAST OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DQ5369 ***********************************************************************
 DQ5369  DESIGNATION -  0710 M
 DQ5369  PID         -  DQ5369
 DQ5369  STATE/COUNTY-  MN/BLUE EARTH
 DQ5369  COUNTRY     -  US
 DQ5369  USGS QUAD   -  JUDSON (2019)
 DQ5369
 DQ5369                         *CURRENT SURVEY CONTROL
 DQ5369  ______________________________________________________________________
 DQ5369* NAD 83(2011) POSITION- 44 11 45.26425(N) 094 13 58.01498(W)   ADJUSTED
 DQ5369* NAD 83(2011) ELLIP HT-   267.930 (meters)        (03/03/22)   ADJUSTED
 DQ5369* NAD 83(2011) EPOCH   -  2010.00
 DQ5369* NAVD 88 ORTHO HEIGHT -   296.175 (meters)      971.70  (feet) ADJUSTED
 DQ5369  ______________________________________________________________________
 DQ5369  GEOID HEIGHT    -        -28.225 (meters)                     GEOID18
 DQ5369  NAD 83(2011) X  -   -338,082.719 (meters)                     COMP
 DQ5369  NAD 83(2011) Y  - -4,568,026.600 (meters)                     COMP
 DQ5369  NAD 83(2011) Z  -  4,423,911.105 (meters)                     COMP
 DQ5369  LAPLACE CORR    -         -0.42  (seconds)                    DEFLEC18
 DQ5369  DYNAMIC HEIGHT  -        296.126 (meters)      971.54  (feet) COMP
 DQ5369  MODELED GRAVITY -    980,444.0   (mgal)                       NAVD 88
 DQ5369
 DQ5369  VERT ORDER      -  SECOND    CLASS I
 DQ5369
 DQ5369  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DQ5369  Standards:
 DQ5369         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DQ5369            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DQ5369  -------------------------------------------------------------------
 DQ5369  NETWORK    0.77   1.20           0.35   0.27   0.61      0.07696300
 DQ5369  -------------------------------------------------------------------
 DQ5369  Click here for local accuracies and other accuracy information.
 DQ5369
 DQ5369.The horizontal coordinates were established by GPS observations
 DQ5369.and adjusted by the MN DEPT OF TRANSP in March 2022.
 DQ5369
 DQ5369.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DQ5369.been affixed to the stable North American tectonic plate. See 
 DQ5369.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DQ5369
 DQ5369.The horizontal coordinates are valid at the epoch date displayed above
 DQ5369.which is a decimal equivalence of Year/Month/Day.
 DQ5369
 DQ5369.The orthometric height was determined by differential leveling and
 DQ5369.adjusted by the NATIONAL GEODETIC SURVEY
 DQ5369.in May 2019.
 DQ5369
 DQ5369.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ5369.GEOID18 height accuracy estimate available here.
 DQ5369
 DQ5369.Click photographs - Photos may exist for this station.
 DQ5369
 DQ5369.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DQ5369
 DQ5369.The Laplace correction was computed from DEFLEC18 derived deflections.
 DQ5369
 DQ5369.The ellipsoidal height was determined by GPS observations
 DQ5369.and is referenced to NAD 83.
 DQ5369
 DQ5369.The dynamic height is computed by dividing the NAVD 88
 DQ5369.geopotential number by the normal gravity value computed on the
 DQ5369.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ5369.degrees latitude (g = 980.6199 gals.).
 DQ5369
 DQ5369.The modeled gravity was interpolated from observed gravity values.
 DQ5369
 DQ5369. The following values were computed from the NAD 83(2011) position.
 DQ5369
 DQ5369;                    North         East     Units Scale Factor Converg.
 DQ5369;SPC MN S     -   232,905.381   781,392.203   MT  0.99993619   -0 09 47.4
 DQ5369;SPC MN S     -   764,123.74  2,563,617.59   sFT  0.99993619   -0 09 47.4
 DQ5369;UTM  15      - 4,894,371.000   401,488.375   MT  0.99971935   -0 51 34.0
 DQ5369
 DQ5369!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DQ5369!SPC MN S     -   0.99995799  x   0.99993619  =   0.99989418
 DQ5369!UTM  15      -   0.99995799  x   0.99971935  =   0.99967735
 DQ5369
 DQ5369_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVJ0148894370(NAD 83)
 DQ5369
 DQ5369                          SUPERSEDED SURVEY CONTROL
 DQ5369
 DQ5369.No superseded survey control is available for this station.
 DQ5369
 DQ5369_MARKER: I = METAL ROD
 DQ5369_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DQ5369_STAMPING: 0710 M 2016
 DQ5369_MARK LOGO: MNDT
 DQ5369_PROJECTION: RECESSED 5 CENTIMETERS
 DQ5369_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DQ5369_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ5369_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ5369+SATELLITE: SATELLITE OBSERVATIONS - August 23, 2022
 DQ5369_ROD/PIPE-DEPTH: 5.8 meters
 DQ5369
 DQ5369  HISTORY     - Date     Condition        Report By
 DQ5369  HISTORY     - 20160517 MONUMENTED       MNDT
 DQ5369  HISTORY     - 20220126 GOOD             MNDT
 DQ5369  HISTORY     - 20220823 GOOD             MNDT
 DQ5369
 DQ5369                          STATION DESCRIPTION
 DQ5369
 DQ5369'DESCRIBED BY MN DEPT OF TRANSP 2016
 DQ5369'THE MARK IS LOCATED ABOUT 11.8 MI (19.0 KM) WEST OF MANKATO.
 DQ5369'
 DQ5369'TO REACH THE MARK GO 9.3 MI (15.0 KM) NORTHWEST ALONG TRUNK HIGHWAY 68
 DQ5369'FROM THE JUNCTION OF TRUNK HIGHWAY 68 AND TRUNK HIGHWAY 169 (JUNCTION
 DQ5369'IS 3.0 MI (4.8 KM) SOUTHWEST OF MANKATO), AT TRUNK HIGHWAY 68 MILE
 DQ5369'POINT 131.8. THE MARK IS LOCATED 69.0 FT (21.0 M) SOUTH OF TRUNK
 DQ5369'HIGHWAY 68, 8.0 FT (2.4 M) NORTHWEST OF BURIED CABLE SIGN, 7.5 FT (2.3
 DQ5369'M) NORTH OF A WITNESS POST.
 DQ5369'
 DQ5369'NOTE-THE STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM ROD
 DQ5369'DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION REMOVABLE DISK
 DQ5369'SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH PVC
 DQ5369'PIPE BACK FILLED WITH WASHED SAND.
 DQ5369
 DQ5369                          STATION RECOVERY (2022)
 DQ5369
 DQ5369'RECOVERY NOTE BY MN DEPT OF TRANSP 2022 (MPP)
 DQ5369'RECOVERED AS DESCRIBED.
 DQ5369
 DQ5369                          STATION RECOVERY (2022)
 DQ5369
 DQ5369'RECOVERY NOTE BY MN DEPT OF TRANSP 2022 (KMS)
 DQ5369'11.8 MI (19.0 KM) WEST OF MANKATO, 9.3 MI (15.0 KM) NORTHWEST ALONG
 DQ5369'TRUNK HIGHWAY 68 FROM THE JUNCTION OF TRUNK HIGHWAY 68 AND TRUNK
 DQ5369'HIGHWAY 169 (THE JUNCTION IS 3.0 MI (4.8 KM) SOUTHWEST OF MANKATO), AT
 DQ5369'TRUNK HIGHWAY 68 MILE POINT 131.8, 69.0 FT (21.0 M) SOUTH OF TRUNK
 DQ5369'HIGHWAY 68, 8.0 FT (2.4 M) NORTHWEST OF A BURIED CABLE SIGN, 1.5 FT
 DQ5369'(0.5 M) EAST OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DQ5370 ***********************************************************************
 DQ5370  DESIGNATION -  0710 N
 DQ5370  PID         -  DQ5370
 DQ5370  STATE/COUNTY-  MN/BLUE EARTH
 DQ5370  COUNTRY     -  US
 DQ5370  USGS QUAD   -  JUDSON (2019)
 DQ5370
 DQ5370                         *CURRENT SURVEY CONTROL
 DQ5370  ______________________________________________________________________
 DQ5370* NAD 83(2011) POSITION- 44 11 49.28659(N) 094 13 00.76258(W)   ADJUSTED
 DQ5370* NAD 83(2011) ELLIP HT-   267.325 (meters)        (03/03/22)   ADJUSTED
 DQ5370* NAD 83(2011) EPOCH   -  2010.00
 DQ5370* NAVD 88 ORTHO HEIGHT -   295.561 (meters)      969.69  (feet) ADJUSTED
 DQ5370  ______________________________________________________________________
 DQ5370  GEOID HEIGHT    -        -28.226 (meters)                     GEOID18
 DQ5370  NAD 83(2011) X  -   -336,808.374 (meters)                     COMP
 DQ5370  NAD 83(2011) Y  - -4,568,033.514 (meters)                     COMP
 DQ5370  NAD 83(2011) Z  -  4,423,999.698 (meters)                     COMP
 DQ5370  LAPLACE CORR    -         -0.18  (seconds)                    DEFLEC18
 DQ5370  DYNAMIC HEIGHT  -        295.513 (meters)      969.53  (feet) COMP
 DQ5370  MODELED GRAVITY -    980,446.0   (mgal)                       NAVD 88
 DQ5370
 DQ5370  VERT ORDER      -  SECOND    CLASS I
 DQ5370
 DQ5370  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DQ5370  Standards:
 DQ5370         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DQ5370            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DQ5370  -------------------------------------------------------------------
 DQ5370  NETWORK    0.79   1.22           0.36   0.27   0.62      0.08970357
 DQ5370  -------------------------------------------------------------------
 DQ5370  Click here for local accuracies and other accuracy information.
 DQ5370
 DQ5370.The horizontal coordinates were established by GPS observations
 DQ5370.and adjusted by the MN DEPT OF TRANSP in March 2022.
 DQ5370
 DQ5370.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DQ5370.been affixed to the stable North American tectonic plate. See 
 DQ5370.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DQ5370
 DQ5370.The horizontal coordinates are valid at the epoch date displayed above
 DQ5370.which is a decimal equivalence of Year/Month/Day.
 DQ5370
 DQ5370.The orthometric height was determined by differential leveling and
 DQ5370.adjusted by the NATIONAL GEODETIC SURVEY
 DQ5370.in May 2019.
 DQ5370
 DQ5370.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ5370.GEOID18 height accuracy estimate available here.
 DQ5370
 DQ5370.Click photographs - Photos may exist for this station.
 DQ5370
 DQ5370.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DQ5370
 DQ5370.The Laplace correction was computed from DEFLEC18 derived deflections.
 DQ5370
 DQ5370.The ellipsoidal height was determined by GPS observations
 DQ5370.and is referenced to NAD 83.
 DQ5370
 DQ5370.The dynamic height is computed by dividing the NAVD 88
 DQ5370.geopotential number by the normal gravity value computed on the
 DQ5370.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ5370.degrees latitude (g = 980.6199 gals.).
 DQ5370
 DQ5370.The modeled gravity was interpolated from observed gravity values.
 DQ5370
 DQ5370. The following values were computed from the NAD 83(2011) position.
 DQ5370
 DQ5370;                    North         East     Units Scale Factor Converg.
 DQ5370;SPC MN S     -   233,026.028   782,663.797   MT  0.99993608   -0 09 07.3
 DQ5370;SPC MN S     -   764,519.56  2,567,789.47   sFT  0.99993608   -0 09 07.3
 DQ5370;UTM  15      - 4,894,476.161   402,761.063   MT  0.99971629   -0 50 54.2
 DQ5370
 DQ5370!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DQ5370!SPC MN S     -   0.99995808  x   0.99993608  =   0.99989417
 DQ5370!UTM  15      -   0.99995808  x   0.99971629  =   0.99967439
 DQ5370
 DQ5370_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVJ0276194476(NAD 83)
 DQ5370
 DQ5370                          SUPERSEDED SURVEY CONTROL
 DQ5370
 DQ5370.No superseded survey control is available for this station.
 DQ5370
 DQ5370_MARKER: I = METAL ROD
 DQ5370_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DQ5370_STAMPING: 0710 N 2016
 DQ5370_MARK LOGO: MNDT
 DQ5370_PROJECTION: RECESSED 5 CENTIMETERS
 DQ5370_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DQ5370_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ5370_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ5370+SATELLITE: SATELLITE OBSERVATIONS - August 23, 2022
 DQ5370_ROD/PIPE-DEPTH: 7.3 meters
 DQ5370
 DQ5370  HISTORY     - Date     Condition        Report By
 DQ5370  HISTORY     - 20160517 MONUMENTED       MNDT
 DQ5370  HISTORY     - 20210421 GOOD             MNDT
 DQ5370  HISTORY     - 20220127 GOOD             MNDT
 DQ5370  HISTORY     - 20220823 GOOD             MNDT
 DQ5370
 DQ5370                          STATION DESCRIPTION
 DQ5370
 DQ5370'DESCRIBED BY MN DEPT OF TRANSP 2016
 DQ5370'THE MARK IS LOCATED ABOUT 10.9 MI (17.5 KM) WEST OF MANKATO.
 DQ5370'
 DQ5370'TO REACH THE MARK GO 8.5 MI (13.7 KM) NORTHWEST ALONG TRUNK HIGHWAY 68
 DQ5370'FROM THE JUNCTION OF TRUNK HIGHWAY 68 AND TRUNK HIGHWAY 169 (JUNCTION
 DQ5370'IS 3.0 MI (4.8 KM) SOUTHWEST OF MANKATO), AT TRUNK HIGHWAY 68 MILE
 DQ5370'POINT 132.6.
 DQ5370'
 DQ5370'THE MARK IS LOCATED 52.5 FT (16.0 M) NORTH OF TRUNK HIGHWAY 68, 24.4
 DQ5370'FT (7.4 M) WEST OF A FIELD ENTRANCE, 1.5 FT (0.5 M) SOUTH OF A WITNESS
 DQ5370'POST.
 DQ5370'
 DQ5370'NOTE-THE STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM ROD
 DQ5370'DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION REMOVABLE DISK
 DQ5370'SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH PVC
 DQ5370'PIPE BACK FILLED WITH WASHED SAND.
 DQ5370
 DQ5370                          STATION RECOVERY (2021)
 DQ5370
 DQ5370'RECOVERY NOTE BY MN DEPT OF TRANSP 2021 (KMS)
 DQ5370'RECOVERED IN GOOD CONDITION.
 DQ5370
 DQ5370                          STATION RECOVERY (2022)
 DQ5370
 DQ5370'RECOVERY NOTE BY MN DEPT OF TRANSP 2022 (TXD)
 DQ5370'RECOVERED AS DESCRIBED.
 DQ5370
 DQ5370                          STATION RECOVERY (2022)
 DQ5370
 DQ5370'RECOVERY NOTE BY MN DEPT OF TRANSP 2022 (KMS)
 DQ5370'10.9 MI (17.5 KM) WEST OF MANKATO, 8.5 MI (13.7 KM) NORTHWEST ALONG
 DQ5370'TRUNK HIGHWAY 68 FROM THE JUNCTION OF TRUNK HIGHWAY 68 AND TRUNK
 DQ5370'HIGHWAY 169 (THE JUNCTION IS 3.0 MI (4.8 KM) SOUTHWEST OF MANKATO), AT
 DQ5370'TRUNK HIGHWAY 68 MILE POINT 132.6, 52.5 FT (16.0 M) NORTH OF TRUNK
 DQ5370'HIGHWAY 68, 24.4 FT (7.4 M) WEST OF A FIELD ENTRANCE, 1.5 FT (0.5 M)
 DQ5370'SOUTH OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DQ5373 ***********************************************************************
 DQ5373  DESIGNATION -  0710 P
 DQ5373  PID         -  DQ5373
 DQ5373  STATE/COUNTY-  MN/BLUE EARTH
 DQ5373  COUNTRY     -  US
 DQ5373  USGS QUAD   -  JUDSON (2019)
 DQ5373
 DQ5373                         *CURRENT SURVEY CONTROL
 DQ5373  ______________________________________________________________________
 DQ5373* NAD 83(2011) POSITION- 44 11 29.65351(N) 094 10 37.45632(W)   ADJUSTED
 DQ5373* NAD 83(2011) ELLIP HT-   214.547 (meters)        (03/03/22)   ADJUSTED
 DQ5373* NAD 83(2011) EPOCH   -  2010.00
 DQ5373* NAVD 88 ORTHO HEIGHT -   242.780 (meters)      796.52  (feet) ADJUSTED
 DQ5373  ______________________________________________________________________
 DQ5373  GEOID HEIGHT    -        -28.216 (meters)                     GEOID18
 DQ5373  NAD 83(2011) X  -   -333,662.582 (meters)                     COMP
 DQ5373  NAD 83(2011) Y  - -4,568,649.998 (meters)                     COMP
 DQ5373  NAD 83(2011) Z  -  4,423,528.410 (meters)                     COMP
 DQ5373  LAPLACE CORR    -          0.93  (seconds)                    DEFLEC18
 DQ5373  DYNAMIC HEIGHT  -        242.740 (meters)      796.39  (feet) COMP
 DQ5373  MODELED GRAVITY -    980,450.4   (mgal)                       NAVD 88
 DQ5373
 DQ5373  VERT ORDER      -  SECOND    CLASS I
 DQ5373
 DQ5373  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DQ5373  Standards:
 DQ5373         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DQ5373            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DQ5373  -------------------------------------------------------------------
 DQ5373  NETWORK    0.75   1.16           0.34   0.26   0.59      0.10335841
 DQ5373  -------------------------------------------------------------------
 DQ5373  Click here for local accuracies and other accuracy information.
 DQ5373
 DQ5373.The horizontal coordinates were established by GPS observations
 DQ5373.and adjusted by the MN DEPT OF TRANSP in March 2022.
 DQ5373
 DQ5373.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DQ5373.been affixed to the stable North American tectonic plate. See 
 DQ5373.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DQ5373
 DQ5373.The horizontal coordinates are valid at the epoch date displayed above
 DQ5373.which is a decimal equivalence of Year/Month/Day.
 DQ5373
 DQ5373.The orthometric height was determined by differential leveling and
 DQ5373.adjusted by the NATIONAL GEODETIC SURVEY
 DQ5373.in May 2019.
 DQ5373
 DQ5373.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ5373.GEOID18 height accuracy estimate available here.
 DQ5373
 DQ5373.Click photographs - Photos may exist for this station.
 DQ5373
 DQ5373.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DQ5373
 DQ5373.The Laplace correction was computed from DEFLEC18 derived deflections.
 DQ5373
 DQ5373.The ellipsoidal height was determined by GPS observations
 DQ5373.and is referenced to NAD 83.
 DQ5373
 DQ5373.The dynamic height is computed by dividing the NAVD 88
 DQ5373.geopotential number by the normal gravity value computed on the
 DQ5373.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ5373.degrees latitude (g = 980.6199 gals.).
 DQ5373
 DQ5373.The modeled gravity was interpolated from observed gravity values.
 DQ5373
 DQ5373. The following values were computed from the NAD 83(2011) position.
 DQ5373
 DQ5373;                    North         East     Units Scale Factor Converg.
 DQ5373;SPC MN S     -   232,412.414   785,844.479   MT  0.99993659   -0 07 26.8
 DQ5373;SPC MN S     -   762,506.39  2,578,224.76   sFT  0.99993659   -0 07 26.8
 DQ5373;UTM  15      - 4,893,824.080   405,933.342   MT  0.99970882   -0 49 14.0
 DQ5373
 DQ5373!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DQ5373!SPC MN S     -   0.99996636  x   0.99993659  =   0.99990295
 DQ5373!UTM  15      -   0.99996636  x   0.99970882  =   0.99967519
 DQ5373
 DQ5373_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVJ0593393824(NAD 83)
 DQ5373
 DQ5373                          SUPERSEDED SURVEY CONTROL
 DQ5373
 DQ5373.No superseded survey control is available for this station.
 DQ5373
 DQ5373_MARKER: I = METAL ROD
 DQ5373_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DQ5373_STAMPING: 0710 P 2016
 DQ5373_MARK LOGO: MNDT
 DQ5373_PROJECTION: RECESSED 8 CENTIMETERS
 DQ5373_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DQ5373_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ5373_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ5373+SATELLITE: SATELLITE OBSERVATIONS - August 23, 2022
 DQ5373_ROD/PIPE-DEPTH: 3.7 meters
 DQ5373
 DQ5373  HISTORY     - Date     Condition        Report By
 DQ5373  HISTORY     - 20160517 MONUMENTED       MNDT
 DQ5373  HISTORY     - 20220127 GOOD             MNDT
 DQ5373  HISTORY     - 20220823 GOOD             MNDT
 DQ5373
 DQ5373                          STATION DESCRIPTION
 DQ5373
 DQ5373'DESCRIBED BY MN DEPT OF TRANSP 2016
 DQ5373'THE MARK IS LOCATED ABOUT 8.8 MI (14.2 KM) WEST OF MANKATO.
 DQ5373'
 DQ5373'TO REACH THE MARK GO 6.45 MI (10.38 KM) NORTHWEST ALONG TRUNK HIGHWAY
 DQ5373'68 FROM THE JUNCTION OF TRUNK HIGHWAY 68 AND TRUNK HIGHWAY 169
 DQ5373'(JUNCTION IS 3.0 MI (4.8 KM) SOUTHWEST OF MANKATO), AT TRUNK HIGHWAY
 DQ5373'68 MILE POINT 134.7.
 DQ5373'
 DQ5373'THE MARK IS LOCATED 405 FT (123.4 M) NORTH-NORTHEAST OF TRUNK HIGHWAY
 DQ5373'68, 195.0 FT (59.4 M) EAST-SOUTHEAST OF JUDSON FORT ROAD, 19.5 FT (5.9
 DQ5373'M) EAST-SOUTHEAST OF ENTRANCE, 1.5 FT (0.5 M) SOUTH-SOUTHWEST OF A
 DQ5373'WITNESS POST.
 DQ5373'
 DQ5373'NOTE-THE STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM ROD
 DQ5373'DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION REMOVABLE DISK
 DQ5373'SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH PVC
 DQ5373'PIPE BACK FILLED WITH WASHED SAND.
 DQ5373
 DQ5373                          STATION RECOVERY (2022)
 DQ5373
 DQ5373'RECOVERY NOTE BY MN DEPT OF TRANSP 2022 (TXD)
 DQ5373'RECOVERED AS DESCRIBED.
 DQ5373
 DQ5373                          STATION RECOVERY (2022)
 DQ5373
 DQ5373'RECOVERY NOTE BY MN DEPT OF TRANSP 2022 (KMS)
 DQ5373'8.8 MI (14.2 KM) WEST OF MANKATO, 6.45 MI (10.38 KM) NORTHWEST ALONG
 DQ5373'TRUNK HIGHWAY 68 FROM THE JUNCTION OF TRUNK HIGHWAY 68 AND TRUNK
 DQ5373'HIGHWAY 169 (THE JUNCTION IS 3.0 MI (4.8 KM) SOUTHWEST OF MANKATO), AT
 DQ5373'TRUNK HIGHWAY 68 MILE POINT 134.7, 405.0 FT (123.4 M) NORTH-NORTHEAST
 DQ5373'OF TRUNK HIGHWAY 68, 195.0 FT (59.4 M) EAST-SOUTHEAST OF JUDSON FORT
 DQ5373'ROAD, 19.5 FT (5.9 M) EAST-SOUTHEAST OF AN ENTRANCE, 1.5 FT (0.5 M)
 DQ5373'SOUTH-SOUTHWEST OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DQ5374 ***********************************************************************
 DQ5374  DESIGNATION -  0710 Q
 DQ5374  PID         -  DQ5374
 DQ5374  STATE/COUNTY-  MN/BLUE EARTH
 DQ5374  COUNTRY     -  US
 DQ5374  USGS QUAD   -  JUDSON (2019)
 DQ5374
 DQ5374                         *CURRENT SURVEY CONTROL
 DQ5374  ______________________________________________________________________
 DQ5374* NAD 83(2011) POSITION- 44 10 57.52076(N) 094 09 04.48461(W)   ADJUSTED
 DQ5374* NAD 83(2011) ELLIP HT-   217.492 (meters)        (03/03/22)   ADJUSTED
 DQ5374* NAD 83(2011) EPOCH   -  2010.00
 DQ5374* NAVD 88 ORTHO HEIGHT -   245.701 (meters)      806.10  (feet) ADJUSTED
 DQ5374  ______________________________________________________________________
 DQ5374  GEOID HEIGHT    -        -28.204 (meters)                     GEOID18
 DQ5374  NAD 83(2011) X  -   -331,653.473 (meters)                     COMP
 DQ5374  NAD 83(2011) Y  - -4,569,491.529 (meters)                     COMP
 DQ5374  NAD 83(2011) Z  -  4,422,819.256 (meters)                     COMP
 DQ5374  LAPLACE CORR    -          0.59  (seconds)                    DEFLEC18
 DQ5374  DYNAMIC HEIGHT  -        245.662 (meters)      805.98  (feet) COMP
 DQ5374  MODELED GRAVITY -    980,453.0   (mgal)                       NAVD 88
 DQ5374
 DQ5374  VERT ORDER      -  SECOND    CLASS I
 DQ5374
 DQ5374  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DQ5374  Standards:
 DQ5374         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DQ5374            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DQ5374  -------------------------------------------------------------------
 DQ5374  NETWORK    0.77   1.22           0.35   0.27   0.62      0.08544904
 DQ5374  -------------------------------------------------------------------
 DQ5374  Click here for local accuracies and other accuracy information.
 DQ5374
 DQ5374.The horizontal coordinates were established by GPS observations
 DQ5374.and adjusted by the MN DEPT OF TRANSP in March 2022.
 DQ5374
 DQ5374.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DQ5374.been affixed to the stable North American tectonic plate. See 
 DQ5374.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DQ5374
 DQ5374.The horizontal coordinates are valid at the epoch date displayed above
 DQ5374.which is a decimal equivalence of Year/Month/Day.
 DQ5374
 DQ5374.The orthometric height was determined by differential leveling and
 DQ5374.adjusted by the NATIONAL GEODETIC SURVEY
 DQ5374.in May 2019.
 DQ5374
 DQ5374.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ5374.GEOID18 height accuracy estimate available here.
 DQ5374
 DQ5374.Click photographs - Photos may exist for this station.
 DQ5374
 DQ5374.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DQ5374
 DQ5374.The Laplace correction was computed from DEFLEC18 derived deflections.
 DQ5374
 DQ5374.The ellipsoidal height was determined by GPS observations
 DQ5374.and is referenced to NAD 83.
 DQ5374
 DQ5374.The dynamic height is computed by dividing the NAVD 88
 DQ5374.geopotential number by the normal gravity value computed on the
 DQ5374.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ5374.degrees latitude (g = 980.6199 gals.).
 DQ5374
 DQ5374.The modeled gravity was interpolated from observed gravity values.
 DQ5374
 DQ5374. The following values were computed from the NAD 83(2011) position.
 DQ5374
 DQ5374;                    North         East     Units Scale Factor Converg.
 DQ5374;SPC MN S     -   231,416.538   787,907.195   MT  0.99993744   -0 06 21.6
 DQ5374;SPC MN S     -   759,239.09  2,584,992.19   sFT  0.99993744   -0 06 21.6
 DQ5374;UTM  15      - 4,892,803.441   407,983.329   MT  0.99970413   -0 48 08.7
 DQ5374
 DQ5374!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DQ5374!SPC MN S     -   0.99996590  x   0.99993744  =   0.99990334
 DQ5374!UTM  15      -   0.99996590  x   0.99970413  =   0.99967004
 DQ5374
 DQ5374_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVJ0798392803(NAD 83)
 DQ5374
 DQ5374                          SUPERSEDED SURVEY CONTROL
 DQ5374
 DQ5374.No superseded survey control is available for this station.
 DQ5374
 DQ5374_MARKER: I = METAL ROD
 DQ5374_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DQ5374_STAMPING: 0710 Q 2016
 DQ5374_MARK LOGO: MNDT
 DQ5374_PROJECTION: RECESSED 5 CENTIMETERS
 DQ5374_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DQ5374_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ5374_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ5374+SATELLITE: SATELLITE OBSERVATIONS - August 23, 2022
 DQ5374_ROD/PIPE-DEPTH: 4.3 meters
 DQ5374
 DQ5374  HISTORY     - Date     Condition        Report By
 DQ5374  HISTORY     - 20160517 MONUMENTED       MNDT
 DQ5374  HISTORY     - 20220127 GOOD             MNDT
 DQ5374  HISTORY     - 20220823 GOOD             MNDT
 DQ5374
 DQ5374                          STATION DESCRIPTION
 DQ5374
 DQ5374'DESCRIBED BY MN DEPT OF TRANSP 2016
 DQ5374'THE MARK IS LOCATED ABOUT 7.4 MI (11.9 KM) WEST OF MANKATO.
 DQ5374'
 DQ5374'TO REACH THE MARK GO 5.0 MI (8.0 KM) NORTHWEST ALONG TRUNK HIGHWAY 68
 DQ5374'FROM THE JUNCTION OF TRUNK HIGHWAY 68 AND TRUNK HIGHWAY 169 (JUNCTION
 DQ5374'IS 3.0 MI (4.8 KM) SOUTHWEST OF MANKATO), AT TRUNK HIGHWAY 68 MILE
 DQ5374'POINT 136.9.
 DQ5374'
 DQ5374'THE MARK IS LOCATED 54.0 FT (16.5 M) SOUTHWEST OF TRUNK HIGHWAY 68,
 DQ5374'37.0 FT (11.3 M) NORTHWEST OF A FIELD ENTRANCE, 1.5 FT (0.5 M)
 DQ5374'NORTHEAST OF A WITNESS POST.
 DQ5374'
 DQ5374'NOTE-THE STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM ROD
 DQ5374'DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION REMOVABLE DISK
 DQ5374'SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH PVC
 DQ5374'PIPE BACK FILLED WITH WASHED SAND.
 DQ5374
 DQ5374                          STATION RECOVERY (2022)
 DQ5374
 DQ5374'RECOVERY NOTE BY MN DEPT OF TRANSP 2022 (TXD)
 DQ5374'RECOVERED AS DESCRIBED.
 DQ5374
 DQ5374                          STATION RECOVERY (2022)
 DQ5374
 DQ5374'RECOVERY NOTE BY MN DEPT OF TRANSP 2022 (KMS)
 DQ5374'7.4 MI (11.9 KM) WEST OF MANKATO, 5.0 MI (8.0 KM) NORTHWEST ALONG
 DQ5374'TRUNK HIGHWAY 68 FROM THE JUNCTION OF TRUNK HIGHWAY 68 AND TRUNK
 DQ5374'HIGHWAY 169 (THE JUNCTION IS 3.0 MI (4.8 KM) SOUTHWEST OF MANKATO), AT
 DQ5374'TRUNK HIGHWAY 68 MILE POINT 136.9, 54.0 FT (16.5 M) SOUTHWEST OF TRUNK
 DQ5374'HIGHWAY 68, 37.0 FT (11.3 M) NORTHWEST OF DRIVEWAY NUMBER 53033, 1.5
 DQ5374'FT (0.5 M) NORTHEAST OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DQ5375 ***********************************************************************
 DQ5375  DESIGNATION -  0710 R
 DQ5375  PID         -  DQ5375
 DQ5375  STATE/COUNTY-  MN/BLUE EARTH
 DQ5375  COUNTRY     -  US
 DQ5375  USGS QUAD   -  JUDSON (2019)
 DQ5375
 DQ5375                         *CURRENT SURVEY CONTROL
 DQ5375  ______________________________________________________________________
 DQ5375* NAD 83(2011) POSITION- 44 10 24.76929(N) 094 08 04.88679(W)   ADJUSTED
 DQ5375* NAD 83(2011) ELLIP HT-   257.385 (meters)        (03/03/22)   ADJUSTED
 DQ5375* NAD 83(2011) EPOCH   -  2010.00
 DQ5375* NAVD 88 ORTHO HEIGHT -   285.604 (meters)      937.02  (feet) ADJUSTED
 DQ5375  ______________________________________________________________________
 DQ5375  GEOID HEIGHT    -        -28.199 (meters)                     GEOID18
 DQ5375  NAD 83(2011) X  -   -330,386.016 (meters)                     COMP
 DQ5375  NAD 83(2011) Y  - -4,570,318.374 (meters)                     COMP
 DQ5375  NAD 83(2011) Z  -  4,422,122.043 (meters)                     COMP
 DQ5375  LAPLACE CORR    -         -0.00  (seconds)                    DEFLEC18
 DQ5375  DYNAMIC HEIGHT  -        285.559 (meters)      936.87  (feet) COMP
 DQ5375  MODELED GRAVITY -    980,454.4   (mgal)                       NAVD 88
 DQ5375
 DQ5375  VERT ORDER      -  SECOND    CLASS I
 DQ5375
 DQ5375  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DQ5375  Standards:
 DQ5375         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DQ5375            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DQ5375  -------------------------------------------------------------------
 DQ5375  NETWORK    0.79   1.22           0.36   0.27   0.62      0.09508783
 DQ5375  -------------------------------------------------------------------
 DQ5375  Click here for local accuracies and other accuracy information.
 DQ5375
 DQ5375.The horizontal coordinates were established by GPS observations
 DQ5375.and adjusted by the MN DEPT OF TRANSP in March 2022.
 DQ5375
 DQ5375.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DQ5375.been affixed to the stable North American tectonic plate. See 
 DQ5375.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DQ5375
 DQ5375.The horizontal coordinates are valid at the epoch date displayed above
 DQ5375.which is a decimal equivalence of Year/Month/Day.
 DQ5375
 DQ5375.The orthometric height was determined by differential leveling and
 DQ5375.adjusted by the NATIONAL GEODETIC SURVEY
 DQ5375.in May 2019.
 DQ5375
 DQ5375.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ5375.GEOID18 height accuracy estimate available here.
 DQ5375
 DQ5375.Click photographs - Photos may exist for this station.
 DQ5375
 DQ5375.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DQ5375
 DQ5375.The Laplace correction was computed from DEFLEC18 derived deflections.
 DQ5375
 DQ5375.The ellipsoidal height was determined by GPS observations
 DQ5375.and is referenced to NAD 83.
 DQ5375
 DQ5375.The dynamic height is computed by dividing the NAVD 88
 DQ5375.geopotential number by the normal gravity value computed on the
 DQ5375.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ5375.degrees latitude (g = 980.6199 gals.).
 DQ5375
 DQ5375.The modeled gravity was interpolated from observed gravity values.
 DQ5375
 DQ5375. The following values were computed from the NAD 83(2011) position.
 DQ5375
 DQ5375;                    North         East     Units Scale Factor Converg.
 DQ5375;SPC MN S     -   230,403.397   789,229.174   MT  0.99993833   -0 05 39.9
 DQ5375;SPC MN S     -   755,915.14  2,589,329.38   sFT  0.99993833   -0 05 39.9
 DQ5375;UTM  15      - 4,891,774.551   409,292.589   MT  0.99970119   -0 47 26.7
 DQ5375
 DQ5375!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DQ5375!SPC MN S     -   0.99995964  x   0.99993833  =   0.99989798
 DQ5375!UTM  15      -   0.99995964  x   0.99970119  =   0.99966085
 DQ5375
 DQ5375_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVJ0929291774(NAD 83)
 DQ5375
 DQ5375                          SUPERSEDED SURVEY CONTROL
 DQ5375
 DQ5375.No superseded survey control is available for this station.
 DQ5375
 DQ5375_MARKER: I = METAL ROD
 DQ5375_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DQ5375_STAMPING: 0710 R 2016
 DQ5375_MARK LOGO: MNDT
 DQ5375_PROJECTION: RECESSED 3 CENTIMETERS
 DQ5375_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DQ5375_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ5375_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ5375+SATELLITE: SATELLITE OBSERVATIONS - August 23, 2022
 DQ5375_ROD/PIPE-DEPTH: 10.4 meters
 DQ5375
 DQ5375  HISTORY     - Date     Condition        Report By
 DQ5375  HISTORY     - 20160517 MONUMENTED       MNDT
 DQ5375  HISTORY     - 20220127 GOOD             MNDT
 DQ5375  HISTORY     - 20220823 GOOD             MNDT
 DQ5375
 DQ5375                          STATION DESCRIPTION
 DQ5375
 DQ5375'DESCRIBED BY MN DEPT OF TRANSP 2016
 DQ5375'THE MARK IS LOCATED ABOUT 6.5 MI (10.5 KM) WEST OF MANKATO.
 DQ5375'
 DQ5375'TO REACH THE MARK GO 4.0 MI (6.4 KM) NORTHWEST ALONG TRUNK HIGHWAY 68
 DQ5375'FROM THE JUNCTION OF TRUNK HIGHWAY 68 AND TRUNK HIGHWAY 169 (JUNCTION
 DQ5375'IS 3.0 MI (4.8 KM) SOUTHWEST OF MANKATO), AT TRUNK HIGHWAY 68 MILE
 DQ5375'POINT 137.2.
 DQ5375'
 DQ5375'THE MARK IS LOCATED 62.0 FT (18.9 M) SOUTH OF TRUNK HIGHWAY 68, 1.5 FT
 DQ5375'(0.5 M) NORTHEAST OF A WITNESS POST.
 DQ5375'
 DQ5375'NOTE-THE STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM ROD
 DQ5375'DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION REMOVABLE DISK
 DQ5375'SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH PVC
 DQ5375'PIPE BACK FILLED WITH WASHED SAND.
 DQ5375
 DQ5375                          STATION RECOVERY (2022)
 DQ5375
 DQ5375'RECOVERY NOTE BY MN DEPT OF TRANSP 2022 (AXH)
 DQ5375'RECOVERED AS DESCRIBED.
 DQ5375
 DQ5375                          STATION RECOVERY (2022)
 DQ5375
 DQ5375'RECOVERY NOTE BY MN DEPT OF TRANSP 2022 (KMS)
 DQ5375'6.5 MI (10.5 KM) WEST OF MANKATO, 4.0 MI (6.4 KM) NORTHWEST ALONG
 DQ5375'TRUNK HIGHWAY 68 FROM THE JUNCTION OF TRUNK HIGHWAY 68 AND TRUNK
 DQ5375'HIGHWAY 169 (THE JUNCTION IS 3.0 MI (4.8 KM) SOUTHWEST OF MANKATO), AT
 DQ5375'TRUNK HIGHWAY 68 MILE POINT 137.2, 62.0 FT (18.9 M) SOUTHWEST OF TRUNK
 DQ5375'HIGHWAY 68, 1.5 FT (0.5 M) NORTHEAST OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DQ5378 ***********************************************************************
 DQ5378  DESIGNATION -  0710 S
 DQ5378  PID         -  DQ5378
 DQ5378  STATE/COUNTY-  MN/BLUE EARTH
 DQ5378  COUNTRY     -  US
 DQ5378  USGS QUAD   -  MANKATO WEST (2019)
 DQ5378
 DQ5378                         *CURRENT SURVEY CONTROL
 DQ5378  ______________________________________________________________________
 DQ5378* NAD 83(2011) POSITION- 44 09 28.69274(N) 094 05 49.04054(W)   ADJUSTED
 DQ5378* NAD 83(2011) ELLIP HT-   233.440 (meters)        (03/03/22)   ADJUSTED
 DQ5378* NAD 83(2011) EPOCH   -  2010.00
 DQ5378* NAVD 88 ORTHO HEIGHT -   261.649 (meters)      858.43  (feet) ADJUSTED
 DQ5378  ______________________________________________________________________
 DQ5378  GEOID HEIGHT    -        -28.206 (meters)                     GEOID18
 DQ5378  NAD 83(2011) X  -   -327,460.861 (meters)                     COMP
 DQ5378  NAD 83(2011) Y  - -4,571,720.737 (meters)                     COMP
 DQ5378  NAD 83(2011) Z  -  4,420,863.743 (meters)                     COMP
 DQ5378  LAPLACE CORR    -         -1.49  (seconds)                    DEFLEC18
 DQ5378  DYNAMIC HEIGHT  -        261.609 (meters)      858.30  (feet) COMP
 DQ5378  MODELED GRAVITY -    980,457.7   (mgal)                       NAVD 88
 DQ5378
 DQ5378  VERT ORDER      -  SECOND    CLASS I
 DQ5378
 DQ5378  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DQ5378  Standards:
 DQ5378         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DQ5378            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DQ5378  -------------------------------------------------------------------
 DQ5378  NETWORK    0.76   1.20           0.35   0.26   0.61      0.08591597
 DQ5378  -------------------------------------------------------------------
 DQ5378  Click here for local accuracies and other accuracy information.
 DQ5378
 DQ5378.The horizontal coordinates were established by GPS observations
 DQ5378.and adjusted by the MN DEPT OF TRANSP in March 2022.
 DQ5378
 DQ5378.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DQ5378.been affixed to the stable North American tectonic plate. See 
 DQ5378.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DQ5378
 DQ5378.The horizontal coordinates are valid at the epoch date displayed above
 DQ5378.which is a decimal equivalence of Year/Month/Day.
 DQ5378
 DQ5378.The orthometric height was determined by differential leveling and
 DQ5378.adjusted by the NATIONAL GEODETIC SURVEY
 DQ5378.in May 2019.
 DQ5378
 DQ5378.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ5378.GEOID18 height accuracy estimate available here.
 DQ5378
 DQ5378.Click photographs - Photos may exist for this station.
 DQ5378
 DQ5378.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DQ5378
 DQ5378.The Laplace correction was computed from DEFLEC18 derived deflections.
 DQ5378
 DQ5378.The ellipsoidal height was determined by GPS observations
 DQ5378.and is referenced to NAD 83.
 DQ5378
 DQ5378.The dynamic height is computed by dividing the NAVD 88
 DQ5378.geopotential number by the normal gravity value computed on the
 DQ5378.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ5378.degrees latitude (g = 980.6199 gals.).
 DQ5378
 DQ5378.The modeled gravity was interpolated from observed gravity values.
 DQ5378
 DQ5378. The following values were computed from the NAD 83(2011) position.
 DQ5378
 DQ5378;                    North         East     Units Scale Factor Converg.
 DQ5378;SPC MN S     -   228,668.402   792,244.682   MT  0.99993991   -0 04 04.7
 DQ5378;SPC MN S     -   750,222.92  2,599,222.76   sFT  0.99993991   -0 04 04.7
 DQ5378;UTM  15      - 4,890,003.465   412,286.068   MT  0.99969462   -0 45 51.2
 DQ5378
 DQ5378!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DQ5378!SPC MN S     -   0.99996340  x   0.99993991  =   0.99990331
 DQ5378!UTM  15      -   0.99996340  x   0.99969462  =   0.99965803
 DQ5378
 DQ5378_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVJ1228690003(NAD 83)
 DQ5378
 DQ5378                          SUPERSEDED SURVEY CONTROL
 DQ5378
 DQ5378.No superseded survey control is available for this station.
 DQ5378
 DQ5378_MARKER: DD = SURVEY DISK
 DQ5378_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DQ5378_STAMPING: 0710 S 2016
 DQ5378_MARK LOGO: MNDT
 DQ5378_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DQ5378_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DQ5378+STABILITY: SURFACE MOTION
 DQ5378_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ5378+SATELLITE: SATELLITE OBSERVATIONS - August 23, 2022
 DQ5378
 DQ5378  HISTORY     - Date     Condition        Report By
 DQ5378  HISTORY     - 20160519 MONUMENTED       MNDT
 DQ5378  HISTORY     - 20220127 GOOD             MNDT
 DQ5378  HISTORY     - 20220823 GOOD             MNDT
 DQ5378
 DQ5378                          STATION DESCRIPTION
 DQ5378
 DQ5378'DESCRIBED BY MN DEPT OF TRANSP 2016
 DQ5378'THE MARK IS LOCATED ABOUT 4.7 MI (7.6 KM) WEST OF MANKATO.
 DQ5378'
 DQ5378'TO REACH THE MARK GO 1.85 MI (2.98 KM) NORTHWEST ALONG TRUNK HIGHWAY
 DQ5378'68 FROM THE JUNCTION OF TRUNK HIGHWAY 68 AND TRUNK HIGHWAY 169
 DQ5378'(JUNCTION IS 3.0 MI (4.8 KM) SOUTHWEST OF MANKATO), AT TRUNK HIGHWAY
 DQ5378'68 MILE POINT 139.4.
 DQ5378'
 DQ5378'THE MARK IS LOCATED 54.0 FT (16.5 M) SOUTH-SOUTHWEST OF TRUNK HIGHWAY
 DQ5378'68, 132.5 FT (40.4 M) WEST-NORTHWEST OF ROYAL ROAD, 17.7 FT (5.4 M)
 DQ5378'NORTH-NORTHEAST OF A FENCE LINE, 1.5 FT (0.5 M) NORTH-NORTHEAST OF A
 DQ5378'WITNESS POST.  DISK RECESSED ABOUT 12 INCHES (30 CM).
 DQ5378
 DQ5378                          STATION RECOVERY (2022)
 DQ5378
 DQ5378'RECOVERY NOTE BY MN DEPT OF TRANSP 2022 (AXH)
 DQ5378'RECOVERED AS DESCRIBED, ACCESS TO MARK IS THRU A 12 INCH PIECE OF PVC.
 DQ5378
 DQ5378                          STATION RECOVERY (2022)
 DQ5378
 DQ5378'RECOVERY NOTE BY MN DEPT OF TRANSP 2022 (KMS)
 DQ5378'4.7 MI (7.6 KM) WEST OF MANKATO, 1.85 MI (2.98 KM) NORTHWEST ALONG
 DQ5378'TRUNK HIGHWAY 68 FROM THE JUNCTION OF TRUNK HIGHWAY 68 AND TRUNK
 DQ5378'HIGHWAY 169 (THE JUNCTION IS 3.0 MI (4.8 KM) SOUTHWEST OF MANKATO), AT
 DQ5378'TRUNK HIGHWAY 68 MILE POINT 139.4, 54.0 FT (16.5 M) SOUTH-SOUTHWEST OF
 DQ5378'TRUNK HIGHWAY 68, 132.5 FT (40.4 M) WEST-NORTHWEST OF ROYAL ROAD, 17.7
 DQ5378'FT (5.4 M) NORTH-NORTHEAST OF A FENCE LINE, 1.5 FT (0.5 M)
 DQ5378'NORTH-NORTHEAST OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DQ5379 ***********************************************************************
 DQ5379  DESIGNATION -  0710 T
 DQ5379  PID         -  DQ5379
 DQ5379  STATE/COUNTY-  MN/BLUE EARTH
 DQ5379  COUNTRY     -  US
 DQ5379  USGS QUAD   -  MANKATO WEST (2019)
 DQ5379
 DQ5379                         *CURRENT SURVEY CONTROL
 DQ5379  ______________________________________________________________________
 DQ5379* NAD 83(2011) POSITION- 44 09 10.81134(N) 094 04 43.27410(W)   ADJUSTED
 DQ5379* NAD 83(2011) ELLIP HT-   229.698 (meters)        (03/03/22)   ADJUSTED
 DQ5379* NAD 83(2011) EPOCH   -  2010.00
 DQ5379* NAVD 88 ORTHO HEIGHT -   257.933 (meters)      846.24  (feet) ADJUSTED
 DQ5379  ______________________________________________________________________
 DQ5379  GEOID HEIGHT    -        -28.220 (meters)                     GEOID18
 DQ5379  NAD 83(2011) X  -   -326,030.331 (meters)                     COMP
 DQ5379  NAD 83(2011) Y  - -4,572,205.745 (meters)                     COMP
 DQ5379  NAD 83(2011) Z  -  4,420,465.149 (meters)                     COMP
 DQ5379  LAPLACE CORR    -         -2.47  (seconds)                    DEFLEC18
 DQ5379  DYNAMIC HEIGHT  -        257.893 (meters)      846.10  (feet) COMP
 DQ5379  MODELED GRAVITY -    980,459.4   (mgal)                       NAVD 88
 DQ5379
 DQ5379  VERT ORDER      -  SECOND    CLASS I
 DQ5379
 DQ5379  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DQ5379  Standards:
 DQ5379         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DQ5379            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DQ5379  -------------------------------------------------------------------
 DQ5379  NETWORK    0.77   1.20           0.35   0.27   0.61      0.09125376
 DQ5379  -------------------------------------------------------------------
 DQ5379  Click here for local accuracies and other accuracy information.
 DQ5379
 DQ5379.The horizontal coordinates were established by GPS observations
 DQ5379.and adjusted by the MN DEPT OF TRANSP in March 2022.
 DQ5379
 DQ5379.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DQ5379.been affixed to the stable North American tectonic plate. See 
 DQ5379.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DQ5379
 DQ5379.The horizontal coordinates are valid at the epoch date displayed above
 DQ5379.which is a decimal equivalence of Year/Month/Day.
 DQ5379
 DQ5379.The orthometric height was determined by differential leveling and
 DQ5379.adjusted by the NATIONAL GEODETIC SURVEY
 DQ5379.in May 2019.
 DQ5379
 DQ5379.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ5379.GEOID18 height accuracy estimate available here.
 DQ5379
 DQ5379.Click photographs - Photos may exist for this station.
 DQ5379
 DQ5379.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DQ5379
 DQ5379.The Laplace correction was computed from DEFLEC18 derived deflections.
 DQ5379
 DQ5379.The ellipsoidal height was determined by GPS observations
 DQ5379.and is referenced to NAD 83.
 DQ5379
 DQ5379.The dynamic height is computed by dividing the NAVD 88
 DQ5379.geopotential number by the normal gravity value computed on the
 DQ5379.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ5379.degrees latitude (g = 980.6199 gals.).
 DQ5379
 DQ5379.The modeled gravity was interpolated from observed gravity values.
 DQ5379
 DQ5379. The following values were computed from the NAD 83(2011) position.
 DQ5379
 DQ5379;                    North         East     Units Scale Factor Converg.
 DQ5379;SPC MN S     -   228,114.950   793,705.412   MT  0.99994043   -0 03 18.6
 DQ5379;SPC MN S     -   748,407.13  2,604,015.17   sFT  0.99994043   -0 03 18.6
 DQ5379;UTM  15      - 4,889,432.444   413,739.605   MT  0.99969151   -0 45 05.2
 DQ5379
 DQ5379!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DQ5379!SPC MN S     -   0.99996398  x   0.99994043  =   0.99990442
 DQ5379!UTM  15      -   0.99996398  x   0.99969151  =   0.99965551
 DQ5379
 DQ5379_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVJ1373989432(NAD 83)
 DQ5379
 DQ5379                          SUPERSEDED SURVEY CONTROL
 DQ5379
 DQ5379.No superseded survey control is available for this station.
 DQ5379
 DQ5379_MARKER: DD = SURVEY DISK
 DQ5379_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DQ5379_STAMPING: 0710 T 2016
 DQ5379_MARK LOGO: MNDT
 DQ5379_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DQ5379_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DQ5379+STABILITY: SURFACE MOTION
 DQ5379_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ5379+SATELLITE: SATELLITE OBSERVATIONS - August 23, 2022
 DQ5379
 DQ5379  HISTORY     - Date     Condition        Report By
 DQ5379  HISTORY     - 20160519 MONUMENTED       MNDT
 DQ5379  HISTORY     - 20220127 GOOD             MNDT
 DQ5379  HISTORY     - 20220823 GOOD             MNDT
 DQ5379
 DQ5379                          STATION DESCRIPTION
 DQ5379
 DQ5379'DESCRIBED BY MN DEPT OF TRANSP 2016
 DQ5379'THE MARK IS LOCATED ABOUT 4.0 MI (6.4 KM) SOUTHWEST OF MANKATO.
 DQ5379'
 DQ5379'TO REACH THE MARK GO 0.8 MI (1.3 KM) WEST ALONG TRUNK HIGHWAY 68 FROM
 DQ5379'THE JUNCTION OF TRUNK HIGHWAY 68 AND TRUNK HIGHWAY 169 (JUNCTION IS
 DQ5379'3.0 MI (4.8 KM) SOUTHWEST OF MANKATO), AT TRUNK HIGHWAY 68 MILE POINT
 DQ5379'140.35.
 DQ5379'
 DQ5379'THE MARK IS LOCATED 45.1 FT (13.7 M) SOUTH-SOUTHEAST OF TRUNK HIGHWAY
 DQ5379'68, 110.3 FT (33.6 M) WEST-SOUTHWEST OF 549TH AVENUE, 30.5 FT (9.3 M)
 DQ5379'WEST-SOUTHWEST OF ENTRANCE, 1.5 FT (0.5 M) EAST-NORTHEAST OF A WITNESS
 DQ5379'POST.  DISK RECESSED ABOUT 12 INCHES (30 CM).
 DQ5379
 DQ5379                          STATION RECOVERY (2022)
 DQ5379
 DQ5379'RECOVERY NOTE BY MN DEPT OF TRANSP 2022 (MPP)
 DQ5379'RECOVERED AS DESCRIBED, ACCESS TO MARK IS THRU A 12 INCH PIECE OF PVC.
 DQ5379
 DQ5379                          STATION RECOVERY (2022)
 DQ5379
 DQ5379'RECOVERY NOTE BY MN DEPT OF TRANSP 2022 (KMS)
 DQ5379'4.0 MI (6.4 KM) SOUTHWEST OF MANKATO, 0.8 MI (1.3 KM) WEST ALONG TRUNK
 DQ5379'HIGHWAY 68 FROM THE JUNCTION OF TRUNK HIGHWAY 68 AND TRUNK HIGHWAY 169
 DQ5379'(THE JUNCTION IS 3.0 MI (4.8 KM) SOUTHWEST OF MANKATO), AT TRUNK
 DQ5379'HIGHWAY 68 MILE POINT 140.35, 45.1 FT (13.7 M) SOUTH-SOUTHEAST OF
 DQ5379'TRUNK HIGHWAY 68, 110.3 FT (33.6 M) WEST-SOUTHWEST OF 549TH AVENUE,
 DQ5379'30.5 FT (9.3 M) WEST-SOUTHWEST OF AN ENTRANCE, 1.5 FT (0.5 M)
 DQ5379'EAST-NORTHEAST OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 PP2094 ***********************************************************************
 PP2094  DESIGNATION -  0711 A
 PP2094  PID         -  PP2094
 PP2094  STATE/COUNTY-  MN/BLUE EARTH
 PP2094  COUNTRY     -  US
 PP2094  USGS QUAD   -  SAINT CLAIR (2019)
 PP2094
 PP2094                         *CURRENT SURVEY CONTROL
 PP2094  ______________________________________________________________________
 PP2094* NAD 83(1986) POSITION- 44 00 33.20   (N) 093 46 52.98   (W)   HD_HELD1
 PP2094* NAVD 88 ORTHO HEIGHT -   318.503 (meters)     1044.96  (feet) ADJUSTED
 PP2094  ______________________________________________________________________
 PP2094  GEOID HEIGHT    -        -28.901 (meters)                     GEOID18
 PP2094  DYNAMIC HEIGHT  -        318.439 (meters)     1044.75  (feet) COMP
 PP2094  MODELED GRAVITY -    980,409.0   (mgal)                       NAVD 88
 PP2094
 PP2094  VERT ORDER      -  SECOND    CLASS I
 PP2094
 PP2094.The horizontal coordinates were determined by differentially corrected
 PP2094.hand held GPS observations or other comparable positioning techniques
 PP2094.and have an estimated accuracy of +/- 3 meters.
 PP2094
 PP2094.The orthometric height was determined by differential leveling and
 PP2094.adjusted by the NATIONAL GEODETIC SURVEY
 PP2094.in May 2019.
 PP2094
 PP2094.Significant digits in the geoid height do not necessarily reflect accuracy.
 PP2094.GEOID18 height accuracy estimate available here.
 PP2094
 PP2094.Click photographs - Photos may exist for this station.
 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     -   212,160.1     817,530.9     MT  (+/- 3 meters HH1 GPS) 
 PP2094
 PP2094_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVJ3736273193(NAD 83)
 PP2094
 PP2094                          SUPERSEDED SURVEY CONTROL
 PP2094
 PP2094  NAVD 88 (06/15/91)  318.489  (m)         1044.91   (f) SUPERSEDED  2 1
 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
 PP2094.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PP2094.See file dsdata.pdf to determine how the superseded data were derived.
 PP2094
 PP2094_MARKER: DV = VERTICAL CONTROL DISK
 PP2094_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 PP2094_STAMPING: 0711 A 1978
 PP2094_MARK LOGO: MNHD
 PP2094_PROJECTION: FLUSH
 PP2094_MAGNETIC: I = MARKER IS A STEEL ROD
 PP2094_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PP2094_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 PP2094+SATELLITE: SATELLITE OBSERVATIONS - August 31, 2022
 PP2094_ROD/PIPE-DEPTH: 12.2 meters
 PP2094
 PP2094  HISTORY     - Date     Condition        Report By
 PP2094  HISTORY     - 1978     MONUMENTED       MNHD
 PP2094  HISTORY     - 1979     GOOD             MNDT
 PP2094  HISTORY     - 20160420 GOOD             MNDT
 PP2094  HISTORY     - 20180731 GOOD             MNDT
 PP2094  HISTORY     - 20220831 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.
 PP2094
 PP2094                          STATION RECOVERY (2016)
 PP2094
 PP2094'RECOVERY NOTE BY MN DEPT OF TRANSP 2016 (KMS)
 PP2094'RECOVERED AS DESCRIBED.
 PP2094
 PP2094                          STATION RECOVERY (2018)
 PP2094
 PP2094'RECOVERY NOTE BY MN DEPT OF TRANSP 2018 (KMS)
 PP2094'IN PEMBERTON, 0.1 MI (0.2 KM) SOUTHEAST ALONG TRUNK HIGHWAY 83 FROM
 PP2094'THE JUNCTION OF TRUNK HIGHWAY 83 AND COUNTY ROAD 53 IN PEMBERTON, AT
 PP2094'TRUNK HIGHWAY 83 MILE POINT 9.50, 131.7 FT (40.1 M) NORTHEAST OF TRUNK
 PP2094'HIGHWAY 83, 173.0 FT (52.7 M) SOUTHEAST OF A GRAVEL ENTRANCE, 1.9 FT
 PP2094'(0.6 M) SOUTHEAST OF A FENCE CORNER, 0.9 FT (27 CM) SOUTHWEST OF A
 PP2094'WITNESS POST.
 PP2094
 PP2094                          STATION RECOVERY (2022)
 PP2094
 PP2094'RECOVERY NOTE BY MN DEPT OF TRANSP 2022 (KMS)
 PP2094'IN PEMBERTON, 0.1 MI (0.2 KM) SOUTHEAST ALONG TRUNK HIGHWAY 83 FROM
 PP2094'THE JUNCTION OF TRUNK HIGHWAY 83 AND COUNTY ROAD 53 IN PEMBERTON, AT
 PP2094'TRUNK HIGHWAY 83 MILE POINT 9.50, 131.7 FT (40.1 M) NORTHEAST OF TRUNK
 PP2094'HIGHWAY 83, 173.0 FT (52.7 M) SOUTHEAST OF A GRAVEL ENTRANCE, 1.9 FT
 PP2094'(0.6 M) SOUTHEAST OF A FENCE CORNER.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 PP2089 ***********************************************************************
 PP2089  DESIGNATION -  0711 B
 PP2089  PID         -  PP2089
 PP2089  STATE/COUNTY-  MN/BLUE EARTH
 PP2089  COUNTRY     -  US
 PP2089  USGS QUAD   -  SAINT CLAIR (2019)
 PP2089
 PP2089                         *CURRENT SURVEY CONTROL
 PP2089  ______________________________________________________________________
 PP2089* NAD 83(1986) POSITION- 44 02 11.46   (N) 093 48 38.87   (W)   HD_HELD1
 PP2089* NAVD 88 ORTHO HEIGHT -   314.928 (meters)     1033.23  (feet) ADJUSTED
 PP2089  ______________________________________________________________________
 PP2089  GEOID HEIGHT    -        -28.826 (meters)                     GEOID18
 PP2089  DYNAMIC HEIGHT  -        314.867 (meters)     1033.03  (feet) COMP
 PP2089  MODELED GRAVITY -    980,415.2   (mgal)                       NAVD 88
 PP2089
 PP2089  VERT ORDER      -  SECOND    CLASS I
 PP2089
 PP2089.The horizontal coordinates were determined by differentially corrected
 PP2089.hand held GPS observations or other comparable positioning techniques
 PP2089.and have an estimated accuracy of +/- 3 meters.
 PP2089
 PP2089.The orthometric height was determined by differential leveling and
 PP2089.adjusted by the NATIONAL GEODETIC SURVEY
 PP2089.in May 2019.
 PP2089
 PP2089.Significant digits in the geoid height do not necessarily reflect accuracy.
 PP2089.GEOID18 height accuracy estimate available here.
 PP2089
 PP2089.Click photographs - Photos may exist for this station.
 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     -   215,186.9     815,165.2     MT  (+/- 3 meters HH1 GPS) 
 PP2089
 PP2089_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVJ3503476248(NAD 83)
 PP2089
 PP2089                          SUPERSEDED SURVEY CONTROL
 PP2089
 PP2089  NAVD 88 (06/15/91)  314.918  (m)         1033.19   (f) SUPERSEDED  2 1
 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
 PP2089.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PP2089.See file dsdata.pdf to determine how the superseded data were derived.
 PP2089
 PP2089_MARKER: DV = VERTICAL CONTROL DISK
 PP2089_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 PP2089_STAMPING: 0711 B 1978
 PP2089_MARK LOGO: MNHD
 PP2089_PROJECTION: PROJECTING 8 CENTIMETERS
 PP2089_MAGNETIC: I = MARKER IS A STEEL ROD
 PP2089_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PP2089_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 PP2089+SATELLITE: SATELLITE OBSERVATIONS - August 31, 2022
 PP2089_ROD/PIPE-DEPTH: 17.1 meters
 PP2089
 PP2089  HISTORY     - Date     Condition        Report By
 PP2089  HISTORY     - 1978     MONUMENTED       MNHD
 PP2089  HISTORY     - 1979     GOOD             MNDT
 PP2089  HISTORY     - 20160420 GOOD             MNDT
 PP2089  HISTORY     - 20220831 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.
 PP2089
 PP2089                          STATION RECOVERY (2016)
 PP2089
 PP2089'RECOVERY NOTE BY MN DEPT OF TRANSP 2016 (KMS)
 PP2089'RECOVERED AS DESCRIBED.
 PP2089
 PP2089                          STATION RECOVERY (2022)
 PP2089
 PP2089'RECOVERY NOTE BY MN DEPT OF TRANSP 2022 (KMS)
 PP2089'2.4 MI (3.9 KM) NORTHWEST OF PEMBERTON, 2.35 MI (3.78 KM) NORTHWEST
 PP2089'ALONG TRUNK HIGHWAY 83 FROM THE JUNCTION OF TRUNK HIGHWAY 83 AND
 PP2089'COUNTY ROAD 53 IN PEMBERTON TO TRUNK HIGHWAY 83 MILE POINT 12.05, THEN
 PP2089'0.1 MI (0.2 KM) EAST ON 169TH STREET, 35.0 FT (10.7 M) SOUTH OF 169TH
 PP2089'STREET, 1.0 FT (0.3 M) NORTH OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 PP2088 ***********************************************************************
 PP2088  DESIGNATION -  0711 C
 PP2088  PID         -  PP2088
 PP2088  STATE/COUNTY-  MN/BLUE EARTH
 PP2088  COUNTRY     -  US
 PP2088  USGS QUAD   -  SAINT CLAIR (2019)
 PP2088
 PP2088                         *CURRENT SURVEY CONTROL
 PP2088  ______________________________________________________________________
 PP2088* NAD 83(2011) POSITION- 44 02 50.92465(N) 093 49 29.16550(W)   ADJUSTED
 PP2088* NAD 83(2011) ELLIP HT-   283.378 (meters)        (03/06/25)   ADJUSTED
 PP2088* NAD 83(2011) EPOCH   -  2010.00
 PP2088* NAVD 88 ORTHO HEIGHT -   312.171 (meters)     1024.18  (feet) ADJUSTED
 PP2088  ______________________________________________________________________
 PP2088  GEOID HEIGHT    -        -28.791 (meters)                     GEOID18
 PP2088  NAD 83(2011) X  -   -306,311.337 (meters)                     COMP
 PP2088  NAD 83(2011) Y  - -4,581,786.102 (meters)                     COMP
 PP2088  NAD 83(2011) Z  -  4,412,082.010 (meters)                     COMP
 PP2088  LAPLACE CORR    -         -4.60  (seconds)                    DEFLEC18
 PP2088  DYNAMIC HEIGHT  -        312.111 (meters)     1023.98  (feet) COMP
 PP2088  MODELED GRAVITY -    980,417.9   (mgal)                       NAVD 88
 PP2088
 PP2088  VERT ORDER      -  SECOND    CLASS I
 PP2088
 PP2088  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 PP2088  Standards:
 PP2088         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 PP2088            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 PP2088  -------------------------------------------------------------------
 PP2088  NETWORK    0.42   1.41           0.19   0.15   0.72     -0.06989077
 PP2088  -------------------------------------------------------------------
 PP2088  Click here for local accuracies and other accuracy information.
 PP2088
 PP2088.The horizontal coordinates were established by GPS observations
 PP2088.and adjusted by the MN DEPT OF TRANSP in March 2025.
 PP2088
 PP2088.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 PP2088.been affixed to the stable North American tectonic plate. See 
 PP2088.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 PP2088
 PP2088.The horizontal coordinates are valid at the epoch date displayed above
 PP2088.which is a decimal equivalence of Year/Month/Day.
 PP2088
 PP2088.The orthometric height was determined by differential leveling and
 PP2088.adjusted by the NATIONAL GEODETIC SURVEY
 PP2088.in May 2019.
 PP2088
 PP2088.Significant digits in the geoid height do not necessarily reflect accuracy.
 PP2088.GEOID18 height accuracy estimate available here.
 PP2088
 PP2088.Click photographs - Photos may exist for this station.
 PP2088
 PP2088.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 PP2088
 PP2088.The Laplace correction was computed from DEFLEC18 derived deflections.
 PP2088
 PP2088.The ellipsoidal height was determined by GPS observations
 PP2088.and is referenced to NAD 83.
 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. The following values were computed from the NAD 83(2011) position.
 PP2088
 PP2088;                    North         East     Units Scale Factor Converg.
 PP2088;SPC MN S     -   216,402.375   814,042.796   MT  0.99995324   +0 07 22.2
 PP2088;SPC MN S     -   709,980.13  2,670,738.74   sFT  0.99995324   +0 07 22.2
 PP2088;UTM  15      - 4,877,476.900   433,927.618   MT  0.99965369   -0 34 24.4
 PP2088
 PP2088!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PP2088!SPC MN S     -   0.99995557  x   0.99995324  =   0.99990881
 PP2088!UTM  15      -   0.99995557  x   0.99965369  =   0.99960927
 PP2088
 PP2088_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVJ3392777476(NAD 83)
 PP2088
 PP2088                          SUPERSEDED SURVEY CONTROL
 PP2088
 PP2088  NAVD 88 (06/15/91)  312.161  (m)         1024.15   (f) SUPERSEDED  2 1
 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
 PP2088.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PP2088.See file dsdata.pdf to determine how the superseded data were derived.
 PP2088
 PP2088_MARKER: DV = VERTICAL CONTROL DISK
 PP2088_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 PP2088_STAMPING: 0711 C 1978
 PP2088_MARK LOGO: MNHD
 PP2088_PROJECTION: PROJECTING 5 CENTIMETERS
 PP2088_MAGNETIC: I = MARKER IS A STEEL ROD
 PP2088_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PP2088_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PP2088+SATELLITE: SATELLITE OBSERVATIONS - May 23, 2024
 PP2088_ROD/PIPE-DEPTH: 17.1 meters
 PP2088
 PP2088  HISTORY     - Date     Condition        Report By
 PP2088  HISTORY     - 19780401 MONUMENTED       MNHD
 PP2088  HISTORY     - 1979     GOOD             MNDT
 PP2088  HISTORY     - 20160420 GOOD             MNDT
 PP2088  HISTORY     - 20210419 GOOD             MNDT
 PP2088  HISTORY     - 20220831 GOOD             MNDT
 PP2088  HISTORY     - 20240523 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.
 PP2088
 PP2088                          STATION RECOVERY (2016)
 PP2088
 PP2088'RECOVERY NOTE BY MN DEPT OF TRANSP 2016 (MAS)
 PP2088'RECOVERED AS DESCRIBED.
 PP2088
 PP2088                          STATION RECOVERY (2021)
 PP2088
 PP2088'RECOVERY NOTE BY MN DEPT OF TRANSP 2021 (KMS)
 PP2088'RECOVERED IN GOOD CONDITION.
 PP2088
 PP2088                          STATION RECOVERY (2022)
 PP2088
 PP2088'RECOVERY NOTE BY MN DEPT OF TRANSP 2022 (KMS)
 PP2088'3.0 MI (4.8 KM) SOUTHEAST OF ST. CLAIR, 2.95 MI (4.75 KM) SOUTHEAST
 PP2088'ALONG TRUNK HIGHWAY 83 FROM THE JUNCTION OF TRUNK HIGHWAY 83 AND
 PP2088'COUNTY ROAD 15 IN ST. CLAIR, AT TRUNK HIGHWAY 83 MILE POINT 13.0,
 PP2088'161.0 FT (49.1 M) SOUTH OF MILEPOST 13, 80.0 FT (24.4 M) SOUTHWEST OF
 PP2088'TRUNK HIGHWAY 83, ON A FENCE LINE, 1.4 FT (0.4 M) NORTHWEST OF A
 PP2088'WITNESS POST.
 PP2088
 PP2088                          STATION RECOVERY (2024)
 PP2088
 PP2088'RECOVERY NOTE BY MN DEPT OF TRANSP 2024 (AXD)
 PP2088'THE MARK IS LOCATED ABOUT 3.0 MILES SOUTHEAST OF ST. CLAIR, 2.95 MILES
 PP2088'SOUTHEAST ALONG TRUNK HIGHWAY 83 FROM THE JUNCTION OF TRUNK HIGHWAY 83
 PP2088'AND COUNTY ROAD 15 IN ST. CLAIR, AT TRUNK HIGHWAY 83 MILEPOINT 13.0,
 PP2088'161.0 FEET SOUTH OF MILEPOST 13, 80.0 FEET SOUTHWEST OF TRUNK HIGHWAY
 PP2088'83, ON A FENCE LINE, 1.4 FEET NORTHWEST OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 PP2086 ***********************************************************************
 PP2086  DESIGNATION -  0711 E
 PP2086  PID         -  PP2086
 PP2086  STATE/COUNTY-  MN/BLUE EARTH
 PP2086  COUNTRY     -  US
 PP2086  USGS QUAD   -  SAINT CLAIR (2019)
 PP2086
 PP2086                         *CURRENT SURVEY CONTROL
 PP2086  ______________________________________________________________________
 PP2086* NAD 83(1986) POSITION- 44 04 22.54   (N) 093 51 04.42   (W)   HD_HELD1
 PP2086* NAVD 88 ORTHO HEIGHT -   308.034 (meters)     1010.61  (feet) ADJUSTED
 PP2086  ______________________________________________________________________
 PP2086  GEOID HEIGHT    -        -28.718 (meters)                     GEOID18
 PP2086  DYNAMIC HEIGHT  -        307.977 (meters)     1010.42  (feet) COMP
 PP2086  MODELED GRAVITY -    980,423.6   (mgal)                       NAVD 88
 PP2086
 PP2086  VERT ORDER      -  SECOND    CLASS I
 PP2086
 PP2086.The horizontal coordinates were determined by differentially corrected
 PP2086.hand held GPS observations or other comparable positioning techniques
 PP2086.and have an estimated accuracy of +/- 3 meters.
 PP2086
 PP2086.The orthometric height was determined by differential leveling and
 PP2086.adjusted by the NATIONAL GEODETIC SURVEY
 PP2086.in May 2019.
 PP2086
 PP2086.Significant digits in the geoid height do not necessarily reflect accuracy.
 PP2086.GEOID18 height accuracy estimate available here.
 PP2086
 PP2086.Click photographs - Photos may exist for this station.
 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     -   219,225.7     811,917.2     MT  (+/- 3 meters HH1 GPS) 
 PP2086
 PP2086_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVJ3183780325(NAD 83)
 PP2086
 PP2086                          SUPERSEDED SURVEY CONTROL
 PP2086
 PP2086  NAVD 88 (06/15/91)  308.024  (m)         1010.58   (f) SUPERSEDED  2 1
 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
 PP2086.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PP2086.See file dsdata.pdf to determine how the superseded data were derived.
 PP2086
 PP2086_MARKER: DV = VERTICAL CONTROL DISK
 PP2086_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 PP2086_STAMPING: 0711 E 1978
 PP2086_MARK LOGO: MNHD
 PP2086_PROJECTION: PROJECTING 8 CENTIMETERS
 PP2086_MAGNETIC: I = MARKER IS A STEEL ROD
 PP2086_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PP2086_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PP2086+SATELLITE: SATELLITE OBSERVATIONS - August 31, 2022
 PP2086_ROD/PIPE-DEPTH: 11.9 meters
 PP2086
 PP2086  HISTORY     - Date     Condition        Report By
 PP2086  HISTORY     - 1978     MONUMENTED       MNHD
 PP2086  HISTORY     - 1979     GOOD             MNDT
 PP2086  HISTORY     - 20160420 GOOD             MNDT
 PP2086  HISTORY     - 20191009 GOOD             MNDT
 PP2086  HISTORY     - 20220831 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.
 PP2086
 PP2086                          STATION RECOVERY (2016)
 PP2086
 PP2086'RECOVERY NOTE BY MN DEPT OF TRANSP 2016 (MAS)
 PP2086'RECOVERED AS DESCRIBED.
 PP2086
 PP2086                          STATION RECOVERY (2019)
 PP2086
 PP2086'RECOVERY NOTE BY MN DEPT OF TRANSP 2019 (MPP)
 PP2086'0.75 MI (1.21 KM) SOUTHEAST OF ST. CLAIR, 0.75 MI (1.21 KM) SOUTHEAST
 PP2086'ALONG TRUNK HIGHWAY 83 FROM THE JUNCTION OF TRUNK HIGHWAY 83 AND
 PP2086'COUNTY ROAD 15 IN ST. CLAIR, AT TRUNK HIGHWAY 83 MILE POINT 15.15,
 PP2086'74.8 FT (22.8 M) NORTHEAST OF TRUNK HIGHWAY 83, 2.6 FT (0.8 M)
 PP2086'SOUTHEAST OF A RIGHT-OF-WAY SIGN POST, 1.0 FT (0.3 M) NORTHWEST OF A
 PP2086'WITNESS POST.
 PP2086
 PP2086                          STATION RECOVERY (2022)
 PP2086
 PP2086'RECOVERY NOTE BY MN DEPT OF TRANSP 2022 (KMS)
 PP2086'0.75 MI (1.21 KM) SOUTHEAST OF ST. CLAIR, 0.75 MI (1.21 KM) SOUTHEAST
 PP2086'ALONG TRUNK HIGHWAY 83 FROM THE JUNCTION OF TRUNK HIGHWAY 83 AND
 PP2086'COUNTY ROAD 15 IN ST. CLAIR, AT TRUNK HIGHWAY 83 MILE POINT 15.15,
 PP2086'74.8 FT (22.8 M) NORTHEAST OF TRUNK HIGHWAY 83, 2.6 FT (0.8 M)
 PP2086'SOUTHEAST OF A RIGHT-OF-WAY SIGNPOST, 1.0 FT (0.3 M) NORTHWEST OF A
 PP2086'WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 PP2085 ***********************************************************************
 PP2085  DESIGNATION -  0711 F 1
 PP2085  PID         -  PP2085
 PP2085  STATE/COUNTY-  MN/BLUE EARTH
 PP2085  COUNTRY     -  US
 PP2085  USGS QUAD   -  SAINT CLAIR (2019)
 PP2085
 PP2085                         *CURRENT SURVEY CONTROL
 PP2085  ______________________________________________________________________
 PP2085* NAD 83(1986) POSITION- 44 04 58.62   (N) 093 51 17.75   (W)   HD_HELD1
 PP2085* NAVD 88 ORTHO HEIGHT -   297.635 (meters)      976.49  (feet) ADJUSTED
 PP2085  ______________________________________________________________________
 PP2085  GEOID HEIGHT    -        -28.703 (meters)                     GEOID18
 PP2085  DYNAMIC HEIGHT  -        297.580 (meters)      976.31  (feet) COMP
 PP2085  MODELED GRAVITY -    980,424.9   (mgal)                       NAVD 88
 PP2085
 PP2085  VERT ORDER      -  SECOND    CLASS I
 PP2085
 PP2085.The horizontal coordinates were determined by differentially corrected
 PP2085.hand held GPS observations or other comparable positioning techniques
 PP2085.and have an estimated accuracy of +/- 3 meters.
 PP2085
 PP2085.The orthometric height was determined by differential leveling and
 PP2085.adjusted by the NATIONAL GEODETIC SURVEY
 PP2085.in May 2019.
 PP2085
 PP2085.Significant digits in the geoid height do not necessarily reflect accuracy.
 PP2085.GEOID18 height accuracy estimate available here.
 PP2085
 PP2085.Click photographs - Photos may exist for this station.
 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     -   220,338.7     811,618.6     MT  (+/- 3 meters HH1 GPS) 
 PP2085
 PP2085_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVJ3155281441(NAD 83)
 PP2085
 PP2085                          SUPERSEDED SURVEY CONTROL
 PP2085
 PP2085  NAVD 88 (06/15/91)  297.624  (m)          976.45   (f) SUPERSEDED  2 1
 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
 PP2085.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PP2085.See file dsdata.pdf to determine how the superseded data were derived.
 PP2085
 PP2085_MARKER: DB = BENCH MARK DISK
 PP2085_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 PP2085_SP_SET: BRIDGE ABUTMENT
 PP2085_STAMPING: 0711 F 1 1978
 PP2085_MARK LOGO: MNHD
 PP2085_MAGNETIC: N = NO MAGNETIC MATERIAL
 PP2085_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PP2085_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 PP2085+SATELLITE: SATELLITE OBSERVATIONS - August 31, 2022
 PP2085
 PP2085  HISTORY     - Date     Condition        Report By
 PP2085  HISTORY     - 1978     MONUMENTED       MNDT
 PP2085  HISTORY     - 1979     GOOD             MNDT
 PP2085  HISTORY     - 20160421 GOOD             MNDT
 PP2085  HISTORY     - 20220831 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.
 PP2085
 PP2085                          STATION RECOVERY (2016)
 PP2085
 PP2085'RECOVERY NOTE BY MN DEPT OF TRANSP 2016 (KMS)
 PP2085'RECOVERED AS DESCRIBED.
 PP2085
 PP2085                          STATION RECOVERY (2022)
 PP2085
 PP2085'RECOVERY NOTE BY MN DEPT OF TRANSP 2022 (KMS)
 PP2085'IN ST. CLAIR, IN THE SOUTHEAST CORNER OF COUNTY ROAD 28 BRIDGE NUMBER
 PP2085'7220 OVER THE LE SUEUR RIVER, 0.25 MI (0.40 KM) EAST ALONG CHURCH
 PP2085'STREET FROM THE JUNCTION OF CHURCH STREET AND TRUNK HIGHWAY 83 IN ST.
 PP2085'CLAIR, THEN 0.1 MI (0.2 KM) NORTH ON COUNTY ROAD 28, THEN 0.1 MI (0.2
 PP2085'KM) SOUTHEAST ON COUNTY ROAD 15 (MAIN STREET SOUTHWEST), THEN 0.1 MI
 PP2085'(0.2 KM) NORTH ON COUNTY ROAD 28 (PARK STREET NORTH), 17.7 FT (5.4 M)
 PP2085'EAST OF COUNTY ROAD 28.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 PP2082 ***********************************************************************
 PP2082  DESIGNATION -  0711 G
 PP2082  PID         -  PP2082
 PP2082  STATE/COUNTY-  MN/BLUE EARTH
 PP2082  COUNTRY     -  US
 PP2082  USGS QUAD   -  SAINT CLAIR (2019)
 PP2082
 PP2082                         *CURRENT SURVEY CONTROL
 PP2082  ______________________________________________________________________
 PP2082* NAD 83(1986) POSITION- 44 05 19.     (N) 093 52 23.     (W)   SCALED
 PP2082* NAVD 88 ORTHO HEIGHT -   295.752 (meters)      970.31  (feet) ADJUSTED
 PP2082  ______________________________________________________________________
 PP2082  GEOID HEIGHT    -        -28.659 (meters)                     GEOID18
 PP2082  DYNAMIC HEIGHT  -        295.698 (meters)      970.14  (feet) COMP
 PP2082  MODELED GRAVITY -    980,428.3   (mgal)                       NAVD 88
 PP2082
 PP2082  VERT ORDER      -  SECOND    CLASS I
 PP2082
 PP2082.The horizontal coordinates were scaled from a map and have
 PP2082.an estimated accuracy of +/- 6 seconds.
 PP2082
 PP2082.The orthometric height was determined by differential leveling and
 PP2082.adjusted by the NATIONAL GEODETIC SURVEY
 PP2082.in May 2019.
 PP2082
 PP2082.Significant digits in the geoid height do not necessarily reflect accuracy.
 PP2082.GEOID18 height accuracy estimate available here.
 PP2082
 PP2082.Click photographs - Photos may exist for this station.
 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.      810,170.      MT  (+/- 180 meters Scaled)
 PP2082
 PP2082_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVJ301820(NAD 83)
 PP2082
 PP2082                          SUPERSEDED SURVEY CONTROL
 PP2082
 PP2082  NAVD 88 (06/15/91)  295.745  (m)          970.29   (f) SUPERSEDED  2 1
 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
 PP2082.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PP2082.See file dsdata.pdf to determine how the superseded data were derived.
 PP2082
 PP2082_MARKER: DB = BENCH MARK DISK
 PP2082_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 PP2082_SP_SET: BOX CULVERT HEADWALL
 PP2082_STAMPING: 0711 G 1978
 PP2082_MARK LOGO: MNHD
 PP2082_MAGNETIC: N = NO MAGNETIC MATERIAL
 PP2082_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PP2082+STABILITY: SURFACE MOTION
 PP2082_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 PP2082+SATELLITE: SATELLITE OBSERVATIONS - September 13, 2016
 PP2082
 PP2082  HISTORY     - Date     Condition        Report By
 PP2082  HISTORY     - 1978     MONUMENTED       MNHD
 PP2082  HISTORY     - 1979     GOOD             MNDT
 PP2082  HISTORY     - 20160913 GOOD             MNDT
 PP2082
 PP2082                          STATION DESCRIPTION
 PP2082
 PP2082'DESCRIBED BY MN DEPT OF TRANSP 1979
 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.
 PP2082
 PP2082                          STATION RECOVERY (2016)
 PP2082
 PP2082'RECOVERY NOTE BY MN DEPT OF TRANSP 2016 (BJK)
 PP2082'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 PP2071 ***********************************************************************
 PP2071  DESIGNATION -  0711 J
 PP2071  PID         -  PP2071
 PP2071  STATE/COUNTY-  MN/BLUE EARTH
 PP2071  COUNTRY     -  US
 PP2071  USGS QUAD   -  BEAUFORD (2019)
 PP2071
 PP2071                         *CURRENT SURVEY CONTROL
 PP2071  ______________________________________________________________________
 PP2071* NAD 83(2011) POSITION- 44 07 24.41543(N) 093 52 39.72579(W)   ADJUSTED
 PP2071* NAD 83(2011) ELLIP HT-   278.726 (meters)        (03/06/25)   ADJUSTED
 PP2071* NAD 83(2011) EPOCH   -  2010.00
 PP2071* NAVD 88 ORTHO HEIGHT -   307.350 (meters)     1008.36  (feet) ADJUSTED
 PP2071  ______________________________________________________________________
 PP2071  GEOID HEIGHT    -        -28.621 (meters)                     GEOID18
 PP2071  NAD 83(2011) X  -   -310,146.738 (meters)                     COMP
 PP2071  NAD 83(2011) Y  - -4,575,638.149 (meters)                     COMP
 PP2071  NAD 83(2011) Z  -  4,418,142.441 (meters)                     COMP
 PP2071  LAPLACE CORR    -         -5.50  (seconds)                    DEFLEC18
 PP2071  DYNAMIC HEIGHT  -        307.295 (meters)     1008.18  (feet) COMP
 PP2071  MODELED GRAVITY -    980,431.6   (mgal)                       NAVD 88
 PP2071
 PP2071  VERT ORDER      -  SECOND    CLASS I
 PP2071
 PP2071  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 PP2071  Standards:
 PP2071         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 PP2071            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 PP2071  -------------------------------------------------------------------
 PP2071  NETWORK    0.42   1.45           0.19   0.15   0.74     -0.09157438
 PP2071  -------------------------------------------------------------------
 PP2071  Click here for local accuracies and other accuracy information.
 PP2071
 PP2071.The horizontal coordinates were established by GPS observations
 PP2071.and adjusted by the MN DEPT OF TRANSP in March 2025.
 PP2071
 PP2071.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 PP2071.been affixed to the stable North American tectonic plate. See 
 PP2071.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 PP2071
 PP2071.The horizontal coordinates are valid at the epoch date displayed above
 PP2071.which is a decimal equivalence of Year/Month/Day.
 PP2071
 PP2071.The orthometric height was determined by differential leveling and
 PP2071.adjusted by the NATIONAL GEODETIC SURVEY
 PP2071.in May 2019.
 PP2071
 PP2071.Significant digits in the geoid height do not necessarily reflect accuracy.
 PP2071.GEOID18 height accuracy estimate available here.
 PP2071
 PP2071.Click photographs - Photos may exist for this station.
 PP2071
 PP2071.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 PP2071
 PP2071.The Laplace correction was computed from DEFLEC18 derived deflections.
 PP2071
 PP2071.The ellipsoidal height was determined by GPS observations
 PP2071.and is referenced to NAD 83.
 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. The following values were computed from the NAD 83(2011) position.
 PP2071
 PP2071;                    North         East     Units Scale Factor Converg.
 PP2071;SPC MN S     -   224,835.495   809,788.172   MT  0.99994368   +0 05 08.6
 PP2071;SPC MN S     -   737,647.79  2,656,780.03   sFT  0.99994368   +0 05 08.6
 PP2071;UTM  15      - 4,885,958.648   429,777.035   MT  0.99966065   -0 36 39.9
 PP2071
 PP2071!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PP2071!SPC MN S     -   0.99995630  x   0.99994368  =   0.99989998
 PP2071!UTM  15      -   0.99995630  x   0.99966065  =   0.99961696
 PP2071
 PP2071_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVJ2977785958(NAD 83)
 PP2071
 PP2071                          SUPERSEDED SURVEY CONTROL
 PP2071
 PP2071  NAVD 88 (06/15/91)  307.341  (m)         1008.33   (f) SUPERSEDED  2 1
 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
 PP2071.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PP2071.See file dsdata.pdf to determine how the superseded data were derived.
 PP2071
 PP2071_MARKER: DV = VERTICAL CONTROL DISK
 PP2071_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 PP2071_STAMPING: 0711 J 1978
 PP2071_MARK LOGO: MNHD
 PP2071_PROJECTION: PROJECTING 15 CENTIMETERS
 PP2071_MAGNETIC: I = MARKER IS A STEEL ROD
 PP2071_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PP2071_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PP2071+SATELLITE: SATELLITE OBSERVATIONS - May 29, 2024
 PP2071_ROD/PIPE-DEPTH: 17.1 meters
 PP2071
 PP2071  HISTORY     - Date     Condition        Report By
 PP2071  HISTORY     - 19780401 MONUMENTED       MNHD
 PP2071  HISTORY     - 1979     GOOD             MNDT
 PP2071  HISTORY     - 19880620 SEE DESCRIPTION  MNDT
 PP2071  HISTORY     - 20160421 GOOD             MNDT
 PP2071  HISTORY     - 20210419 GOOD             MNDT
 PP2071  HISTORY     - 20220831 GOOD             MNDT
 PP2071  HISTORY     - 20240529 GOOD             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.
 PP2071
 PP2071                          STATION RECOVERY (2016)
 PP2071
 PP2071'RECOVERY NOTE BY MN DEPT OF TRANSP 2016 (KMS)
 PP2071'RECOVERED AS DESCRIBED.
 PP2071
 PP2071                          STATION RECOVERY (2021)
 PP2071
 PP2071'RECOVERY NOTE BY MN DEPT OF TRANSP 2021 (KMS)
 PP2071'RECOVERED IN GOOD CONDITION.
 PP2071
 PP2071                          STATION RECOVERY (2022)
 PP2071
 PP2071'RECOVERY NOTE BY MN DEPT OF TRANSP 2022 (KMS)
 PP2071'3.4 MI (5.5 KM) NORTH-NORTHWEST OF ST. CLAIR, 3.35 MI (5.39 KM) NORTH
 PP2071'ALONG TRUNK HIGHWAY 83 FROM THE JUNCTION OF TRUNK HIGHWAY 83 AND
 PP2071'COUNTY ROAD 15 WEST IN ST. CLAIR TO TRUNK HIGHWAY 83 MILE POINT 19.15,
 PP2071'THEN 0.05 MI (0.08 KM) EAST ON 200TH STREET, 22.0 FT (6.7 M) SOUTH OF
 PP2071'200TH STREET, 0.9 FT (27 CM) WEST OF A WITNESS POST.
 PP2071
 PP2071                          STATION RECOVERY (2024)
 PP2071
 PP2071'RECOVERY NOTE BY MN DEPT OF TRANSP 2024 (LXB)
 PP2071'THE MARK IS LOCATED ABOUT 3.4 MI (5.5 KM) NORTH-NORTHWEST OF ST.
 PP2071'CLAIR, 3.35 MI (5.39 KM) NORTH ALONG TRUNK HIGHWAY 83 FROM THE
 PP2071'JUNCTION OF TRUNK HIGHWAY 83 AND COUNTY ROAD 15 WEST IN ST. CLAIR TO
 PP2071'TRUNK HIGHWAY 83 MILE POINT 19.15, THEN 0.05 MI (0.08 KM) EAST ON
 PP2071'200TH STREET, 22.0 FT (6.7 M) SOUTH OF 200TH STREET, 0.9 FT (27 CM)
 PP2071'WEST OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 PP3511 ***********************************************************************
 PP3511  DESIGNATION -  0711 Q
 PP3511  PID         -  PP3511
 PP3511  STATE/COUNTY-  MN/BLUE EARTH
 PP3511  COUNTRY     -  US
 PP3511  USGS QUAD   -  MANKATO EAST (2019)
 PP3511
 PP3511                         *CURRENT SURVEY CONTROL
 PP3511  ______________________________________________________________________
 PP3511* NAD 83(2011) POSITION- 44 08 15.43548(N) 093 53 35.24998(W)   ADJUSTED
 PP3511* NAD 83(2011) ELLIP HT-   278.413 (meters)        (03/06/25)   ADJUSTED
 PP3511* NAD 83(2011) EPOCH   -  2010.00
 PP3511* NAVD 88 ORTHO HEIGHT -   306.996 (meters)     1007.20  (feet) ADJUSTED
 PP3511  ______________________________________________________________________
 PP3511  GEOID HEIGHT    -        -28.574 (meters)                     GEOID18
 PP3511  NAD 83(2011) X  -   -311,303.972 (meters)                     COMP
 PP3511  NAD 83(2011) Y  - -4,574,460.266 (meters)                     COMP
 PP3511  NAD 83(2011) Z  -  4,419,272.554 (meters)                     COMP
 PP3511  LAPLACE CORR    -         -5.62  (seconds)                    DEFLEC18
 PP3511  DYNAMIC HEIGHT  -        306.942 (meters)     1007.03  (feet) COMP
 PP3511  MODELED GRAVITY -    980,435.8   (mgal)                       NAVD 88
 PP3511
 PP3511  VERT ORDER      -  SECOND    CLASS I
 PP3511
 PP3511  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 PP3511  Standards:
 PP3511         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 PP3511            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 PP3511  -------------------------------------------------------------------
 PP3511  NETWORK    0.38   1.25           0.17   0.14   0.64     -0.07246484
 PP3511  -------------------------------------------------------------------
 PP3511  Click here for local accuracies and other accuracy information.
 PP3511
 PP3511.The horizontal coordinates were established by GPS observations
 PP3511.and adjusted by the MN DEPT OF TRANSP in March 2025.
 PP3511
 PP3511.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 PP3511.been affixed to the stable North American tectonic plate. See 
 PP3511.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 PP3511
 PP3511.The horizontal coordinates are valid at the epoch date displayed above
 PP3511.which is a decimal equivalence of Year/Month/Day.
 PP3511
 PP3511.The orthometric height was determined by differential leveling and
 PP3511.adjusted by the NATIONAL GEODETIC SURVEY
 PP3511.in May 2019.
 PP3511
 PP3511.Significant digits in the geoid height do not necessarily reflect accuracy.
 PP3511.GEOID18 height accuracy estimate available here.
 PP3511
 PP3511.Click photographs - Photos may exist for this station.
 PP3511
 PP3511.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 PP3511
 PP3511.The Laplace correction was computed from DEFLEC18 derived deflections.
 PP3511
 PP3511.The ellipsoidal height was determined by GPS observations
 PP3511.and is referenced to NAD 83.
 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. The following values were computed from the NAD 83(2011) position.
 PP3511
 PP3511;                    North         East     Units Scale Factor Converg.
 PP3511;SPC MN S     -   226,408.419   808,551.701   MT  0.99994209   +0 04 29.7
 PP3511;SPC MN S     -   742,808.29  2,652,723.37   sFT  0.99994209   +0 04 29.7
 PP3511;UTM  15      - 4,887,546.047   428,560.127   MT  0.99966277   -0 37 19.1
 PP3511
 PP3511!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PP3511!SPC MN S     -   0.99995635  x   0.99994209  =   0.99989844
 PP3511!UTM  15      -   0.99995635  x   0.99966277  =   0.99961913
 PP3511
 PP3511_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVJ2856087546(NAD 83)
 PP3511
 PP3511                          SUPERSEDED SURVEY CONTROL
 PP3511
 PP3511  NAVD 88 (06/15/95)  306.986  (m)         1007.17   (f) SUPERSEDED  2 1
 PP3511
 PP3511.Superseded values are not recommended for survey control.
 PP3511
 PP3511.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PP3511.See file dsdata.pdf to determine how the superseded data were derived.
 PP3511
 PP3511_MARKER: DV = VERTICAL CONTROL DISK
 PP3511_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 PP3511_STAMPING: 0711 Q 1988
 PP3511_MARK LOGO: MNDT
 PP3511_PROJECTION: RECESSED 5 CENTIMETERS
 PP3511_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 PP3511_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PP3511_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PP3511+SATELLITE: SATELLITE OBSERVATIONS - May 29, 2024
 PP3511
 PP3511  HISTORY     - Date     Condition        Report By
 PP3511  HISTORY     - 19880606 MONUMENTED       MNDT
 PP3511  HISTORY     - 20160421 GOOD             MNDT
 PP3511  HISTORY     - 20220831 GOOD             MNDT
 PP3511  HISTORY     - 20240529 GOOD             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.
 PP3511
 PP3511                          STATION RECOVERY (2016)
 PP3511
 PP3511'RECOVERY NOTE BY MN DEPT OF TRANSP 2016 (KMS)
 PP3511'RECOVERED AS DESCRIBED.
 PP3511
 PP3511                          STATION RECOVERY (2022)
 PP3511
 PP3511'RECOVERY NOTE BY MN DEPT OF TRANSP 2022 (KMS)
 PP3511'6.2 MI (10.0 KM) EAST-SOUTHEAST OF MANKATO, 3.25 MI (5.23 KM) EAST
 PP3511'ALONG TRUNK HIGHWAY 83 FROM THE JUNCTION OF TRUNK HIGHWAY 83 AND TRUNK
 PP3511'HIGHWAY 22 IN MANKATO, AT TRUNK HIGHWAY 83 MILE POINT 20.6, 129.0 FT
 PP3511'(39.3 M) EAST OF COUNTY ROAD 183 (598TH AVENUE), 75.2 FT (22.9 M)
 PP3511'SOUTH OF TRUNK HIGHWAY 83, 6.0 FT (1.8 M) EAST OF A POWER POLE, 5.2 FT
 PP3511'(1.6 M) WEST OF A RIGHT-OF-WAY POST, 1.3 FT (0.4 M) NORTH OF A WITNESS
 PP3511'POST.
 PP3511
 PP3511                          STATION RECOVERY (2024)
 PP3511
 PP3511'RECOVERY NOTE BY MN DEPT OF TRANSP 2024 (BXB)
 PP3511'THE MARK IS LOCATED ABOUT 6.2 MI (10.0 KM) EAST-SOUTHEAST OF MANKATO,
 PP3511'3.25 MI (5.23 KM) EAST ALONG TRUNK HIGHWAY 83 FROM THE JUNCTION OF
 PP3511'TRUNK HIGHWAY 83 AND TRUNK HIGHWAY 22 IN MANKATO, AT TRUNK HIGHWAY 83
 PP3511'MILE POINT 20.6, 129.0 FT (39.3 M) EAST OF COUNTY ROAD 183 (598TH
 PP3511'AVENUE), 75.2 FT (22.9 M) SOUTH OF TRUNK HIGHWAY 83, 6.0 FT (1.8 M)
 PP3511'EAST OF A POWER POLE, 5.2 FT (1.6 M) WEST OF A RIGHT-OF-WAY POST, 1.3
 PP3511'FT (0.4 M) NORTH OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 PP3512 ***********************************************************************
 PP3512  DESIGNATION -  0711 R
 PP3512  PID         -  PP3512
 PP3512  STATE/COUNTY-  MN/BLUE EARTH
 PP3512  COUNTRY     -  US
 PP3512  USGS QUAD   -  MANKATO EAST (2019)
 PP3512
 PP3512                         *CURRENT SURVEY CONTROL
 PP3512  ______________________________________________________________________
 PP3512* NAD 83(1986) POSITION- 44 08 25.80   (N) 093 54 30.72   (W)   HD_HELD1
 PP3512* NAVD 88 ORTHO HEIGHT -   305.497 (meters)     1002.28  (feet) ADJUSTED
 PP3512  ______________________________________________________________________
 PP3512  GEOID HEIGHT    -        -28.536 (meters)                     GEOID18
 PP3512  DYNAMIC HEIGHT  -        305.445 (meters)     1002.11  (feet) COMP
 PP3512  MODELED GRAVITY -    980,439.0   (mgal)                       NAVD 88
 PP3512
 PP3512  VERT ORDER      -  SECOND    CLASS I
 PP3512
 PP3512.The horizontal coordinates were determined by differentially corrected
 PP3512.hand held GPS observations or other comparable positioning techniques
 PP3512.and have an estimated accuracy of +/- 3 meters.
 PP3512
 PP3512.The orthometric height was determined by differential leveling and
 PP3512.adjusted by the NATIONAL GEODETIC SURVEY
 PP3512.in May 2019.
 PP3512
 PP3512.Significant digits in the geoid height do not necessarily reflect accuracy.
 PP3512.GEOID18 height accuracy estimate available here.
 PP3512
 PP3512.Click photographs - Photos may exist for this station.
 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     -   226,726.8     807,318.4     MT  (+/- 3 meters HH1 GPS) 
 PP3512
 PP3512_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVJ2733187879(NAD 83)
 PP3512
 PP3512                          SUPERSEDED SURVEY CONTROL
 PP3512
 PP3512  NAVD 88 (06/15/95)  305.487  (m)         1002.25   (f) SUPERSEDED  2 1
 PP3512
 PP3512.Superseded values are not recommended for survey control.
 PP3512
 PP3512.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PP3512.See file dsdata.pdf to determine how the superseded data were derived.
 PP3512
 PP3512_MARKER: DV = VERTICAL CONTROL DISK
 PP3512_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 PP3512_STAMPING: 0711 R 1988
 PP3512_MARK LOGO: MNDT
 PP3512_PROJECTION: RECESSED 8 CENTIMETERS
 PP3512_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 PP3512_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PP3512_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PP3512+SATELLITE: SATELLITE OBSERVATIONS - August 31, 2022
 PP3512
 PP3512  HISTORY     - Date     Condition        Report By
 PP3512  HISTORY     - 19880606 MONUMENTED       MNDT
 PP3512  HISTORY     - 20160425 GOOD             MNDT
 PP3512  HISTORY     - 20220831 GOOD             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.
 PP3512
 PP3512                          STATION RECOVERY (2016)
 PP3512
 PP3512'RECOVERY NOTE BY MN DEPT OF TRANSP 2016 (KMS)
 PP3512'THE MARK IS LOCATED ABOUT 5.2 MI (8.4 KM) SOUTHEAST OF MANKATO.
 PP3512'
 PP3512'TO REACH THE MARK GO 2.4 MI (3.9 KM) EAST ALONG TRUNK HIGHWAY 83 FROM
 PP3512'THE JUNCTION OF TRUNK HIGHWAY 83 AND TRUNK HIGHWAY 22 IN MANKATO TO
 PP3512'TRUNK HIGHWAY 83 MILE POINT 20.4, THEN 0.05 MI (0.08 KM) NORTH ON
 PP3512'COUNTY ROAD 86(594TH AVENUE).
 PP3512'
 PP3512'THE MARK IS LOCATED 200 FT (61.0 M) NORTH OF TRUNK HIGHWAY 83, 200 FT
 PP3512'(61.0 M) SOUTH OF PIPELINE MARKER POST 472, 49 FT (14.9 M) EAST OF
 PP3512'COUNTY ROAD 86(594TH AVENUE), 1.8 FT (0.5 M) SOUTHWEST OF POWER POLE,
 PP3512'1.1 FT (0.3 M) NORTH OF A WITNESS POST.
 PP3512
 PP3512                          STATION RECOVERY (2022)
 PP3512
 PP3512'RECOVERY NOTE BY MN DEPT OF TRANSP 2022 (KMS)
 PP3512'5.2 MI (8.4 KM) SOUTHEAST OF MANKATO, 2.4 MI (3.9 KM) EAST ALONG TRUNK
 PP3512'HIGHWAY 83 FROM THE JUNCTION OF TRUNK HIGHWAY 83 AND TRUNK HIGHWAY 22
 PP3512'IN MANKATO TO TRUNK HIGHWAY 83 MILE POINT 20.4, THEN 0.05 MI (0.08 KM)
 PP3512'NORTH ON COUNTY ROAD 86 (594TH AVENUE), 200.0 FT (61.0 M) SOUTH OF
 PP3512'PIPELINE MARKER POST NUMBER 472, 49.0 FT (14.9 M) EAST OF COUNTY ROAD
 PP3512'86 (594TH AVENUE), 1.8 FT (0.5 M) SOUTHWEST OF A POWER POLE, 1.1 FT
 PP3512'(0.3 M) NORTH OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DQ5399 ***********************************************************************
 DQ5399  DESIGNATION -  0711 S
 DQ5399  PID         -  DQ5399
 DQ5399  STATE/COUNTY-  MN/BLUE EARTH
 DQ5399  COUNTRY     -  US
 DQ5399  USGS QUAD   -  MANKATO EAST (2019)
 DQ5399
 DQ5399                         *CURRENT SURVEY CONTROL
 DQ5399  ______________________________________________________________________
 DQ5399* NAD 83(2011) POSITION- 44 08 02.51955(N) 093 52 52.75704(W)   ADJUSTED
 DQ5399* NAD 83(2011) ELLIP HT-   258.426 (meters)        (03/06/25)   ADJUSTED
 DQ5399* NAD 83(2011) EPOCH   -  2010.00
 DQ5399* NAVD 88 ORTHO HEIGHT -   287.039 (meters)      941.73  (feet) ADJUSTED
 DQ5399  ______________________________________________________________________
 DQ5399  GEOID HEIGHT    -        -28.604 (meters)                     GEOID18
 DQ5399  NAD 83(2011) X  -   -310,379.395 (meters)                     COMP
 DQ5399  NAD 83(2011) Y  - -4,574,786.971 (meters)                     COMP
 DQ5399  NAD 83(2011) Z  -  4,418,972.514 (meters)                     COMP
 DQ5399  LAPLACE CORR    -         -5.52  (seconds)                    DEFLEC18
 DQ5399  DYNAMIC HEIGHT  -        286.988 (meters)      941.56  (feet) COMP
 DQ5399  MODELED GRAVITY -    980,433.1   (mgal)                       NAVD 88
 DQ5399
 DQ5399  VERT ORDER      -  SECOND    CLASS I
 DQ5399
 DQ5399  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DQ5399  Standards:
 DQ5399         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DQ5399            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DQ5399  -------------------------------------------------------------------
 DQ5399  NETWORK    0.35   1.18           0.16   0.12   0.60     -0.05475132
 DQ5399  -------------------------------------------------------------------
 DQ5399  Click here for local accuracies and other accuracy information.
 DQ5399
 DQ5399.The horizontal coordinates were established by GPS observations
 DQ5399.and adjusted by the MN DEPT OF TRANSP in March 2025.
 DQ5399
 DQ5399.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DQ5399.been affixed to the stable North American tectonic plate. See 
 DQ5399.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DQ5399
 DQ5399.The horizontal coordinates are valid at the epoch date displayed above
 DQ5399.which is a decimal equivalence of Year/Month/Day.
 DQ5399
 DQ5399.The orthometric height was determined by differential leveling and
 DQ5399.adjusted by the NATIONAL GEODETIC SURVEY
 DQ5399.in May 2019.
 DQ5399
 DQ5399.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ5399.GEOID18 height accuracy estimate available here.
 DQ5399
 DQ5399.Click photographs - Photos may exist for this station.
 DQ5399
 DQ5399.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DQ5399
 DQ5399.The Laplace correction was computed from DEFLEC18 derived deflections.
 DQ5399
 DQ5399.The ellipsoidal height was determined by GPS observations
 DQ5399.and is referenced to NAD 83.
 DQ5399
 DQ5399.The dynamic height is computed by dividing the NAVD 88
 DQ5399.geopotential number by the normal gravity value computed on the
 DQ5399.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ5399.degrees latitude (g = 980.6199 gals.).
 DQ5399
 DQ5399.The modeled gravity was interpolated from observed gravity values.
 DQ5399
 DQ5399. The following values were computed from the NAD 83(2011) position.
 DQ5399
 DQ5399;                    North         East     Units Scale Factor Converg.
 DQ5399;SPC MN S     -   226,011.092   809,496.754   MT  0.99994249   +0 04 59.5
 DQ5399;SPC MN S     -   741,504.72  2,655,823.93   sFT  0.99994249   +0 04 59.5
 DQ5399;UTM  15      - 4,887,137.369   429,500.014   MT  0.99966113   -0 36 49.4
 DQ5399
 DQ5399!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DQ5399!SPC MN S     -   0.99995948  x   0.99994249  =   0.99990197
 DQ5399!UTM  15      -   0.99995948  x   0.99966113  =   0.99962062
 DQ5399
 DQ5399_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVJ2950087137(NAD 83)
 DQ5399
 DQ5399                          SUPERSEDED SURVEY CONTROL
 DQ5399
 DQ5399.No superseded survey control is available for this station.
 DQ5399
 DQ5399_MARKER: I = METAL ROD
 DQ5399_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DQ5399_STAMPING: 0711 S 2016
 DQ5399_MARK LOGO: MNDT
 DQ5399_PROJECTION: RECESSED 10 CENTIMETERS
 DQ5399_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DQ5399_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ5399_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ5399+SATELLITE: SATELLITE OBSERVATIONS - May 29, 2024
 DQ5399_ROD/PIPE-DEPTH: 11.3 meters
 DQ5399
 DQ5399  HISTORY     - Date     Condition        Report By
 DQ5399  HISTORY     - 20160516 MONUMENTED       MNDT
 DQ5399  HISTORY     - 20220831 GOOD             MNDT
 DQ5399  HISTORY     - 20240529 GOOD             MNDT
 DQ5399
 DQ5399                          STATION DESCRIPTION
 DQ5399
 DQ5399'DESCRIBED BY MN DEPT OF TRANSP 2016
 DQ5399'THE MARK IS LOCATED ABOUT 3.7 MI (6.0 KM) NORTH OF SAINT CLAIR.
 DQ5399'
 DQ5399'TO REACH THE MARK GO 4.1 MI (6.6 KM) NORTH ALONG TRUNK HIGHWAY 83 FROM
 DQ5399'THE JUNCTION OF TRUNK HIGHWAY 83 AND COUNTY ROAD 15 WEST IN SAINT
 DQ5399'CLAIR, AT TRUNK HIGHWAY 83 MILE POINT 19.95.
 DQ5399'
 DQ5399'THE MARK IS LOCATED 33.9 FT (10.3 M) NORTHEAST OF TRUNK HIGHWAY 83,
 DQ5399'31.1 FT (9.5 M) NORTHWEST OF DRIVEWAY, 9.3 FT (2.8 M) NORTHEAST OF
 DQ5399'GUARD RAIL, 1.5 FT (0.5 M) SOUTHWEST OF A WITNESS POST.
 DQ5399'
 DQ5399'NOTE-THE STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM ROD
 DQ5399'DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION REMOVABLE DISK
 DQ5399'SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH PVC
 DQ5399'PIPE BACK FILLED WITH WASHED SAND.
 DQ5399
 DQ5399                          STATION RECOVERY (2022)
 DQ5399
 DQ5399'RECOVERY NOTE BY MN DEPT OF TRANSP 2022 (KMS)
 DQ5399'3.7 MI (6.0 KM) NORTH OF ST. CLAIR, 4.1 MI (6.6 KM) NORTH ALONG TRUNK
 DQ5399'HIGHWAY 83 FROM THE JUNCTION OF TRUNK HIGHWAY 83 AND COUNTY ROAD 15
 DQ5399'WEST IN ST. CLAIR, AT TRUNK HIGHWAY 83 MILE POINT 19.95, 33.9 FT (10.3
 DQ5399'M) NORTHEAST OF TRUNK HIGHWAY 83, 31.1 FT (9.5 M) NORTHWEST OF A
 DQ5399'DRIVEWAY, 9.3 FT (2.8 M) NORTHEAST OF A GUARD RAIL, 7.6 FT (2.3 M)
 DQ5399'NORTHEAST OF A WITNESS POST.
 DQ5399
 DQ5399                          STATION RECOVERY (2024)
 DQ5399
 DQ5399'RECOVERY NOTE BY MN DEPT OF TRANSP 2024 (LXB)
 DQ5399'THE MARK IS LOCATED ABOUT 3.7 MI (6.0 KM) NORTH OF ST. CLAIR, 4.1 MI
 DQ5399'(6.6 KM) NORTH ALONG TRUNK HIGHWAY 83 FROM THE JUNCTION OF TRUNK
 DQ5399'HIGHWAY 83 AND COUNTY ROAD 15 WEST IN ST. CLAIR, AT TRUNK HIGHWAY 83
 DQ5399'MILE POINT 19.95, 33.9 FT (10.3 M) NORTHEAST OF TRUNK HIGHWAY 83, 31.1
 DQ5399'FT (9.5 M) NORTHWEST OF A DRIVEWAY, 9.3 FT (2.8 M) NORTHEAST OF A
 DQ5399'GUARD RAIL, 7.6 FT (2.3 M) NORTHEAST OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DQ5400 ***********************************************************************
 DQ5400  DESIGNATION -  0711 T
 DQ5400  PID         -  DQ5400
 DQ5400  STATE/COUNTY-  MN/BLUE EARTH
 DQ5400  COUNTRY     -  US
 DQ5400  USGS QUAD   -  BEAUFORD (2019)
 DQ5400
 DQ5400                         *CURRENT SURVEY CONTROL
 DQ5400  ______________________________________________________________________
 DQ5400* NAD 83(2011) POSITION- 44 05 40.19933(N) 093 52 34.08179(W)   ADJUSTED
 DQ5400* NAD 83(2011) ELLIP HT-   268.965 (meters)        (03/06/25)   ADJUSTED
 DQ5400* NAD 83(2011) EPOCH   -  2010.00
 DQ5400* NAVD 88 ORTHO HEIGHT -   297.635 (meters)      976.49  (feet) ADJUSTED
 DQ5400  ______________________________________________________________________
 DQ5400  GEOID HEIGHT    -        -28.647 (meters)                     GEOID18
 DQ5400  NAD 83(2011) X  -   -310,172.414 (meters)                     COMP
 DQ5400  NAD 83(2011) Y  - -4,577,873.479 (meters)                     COMP
 DQ5400  NAD 83(2011) Z  -  4,415,825.944 (meters)                     COMP
 DQ5400  LAPLACE CORR    -         -5.51  (seconds)                    DEFLEC18
 DQ5400  DYNAMIC HEIGHT  -        297.581 (meters)      976.31  (feet) COMP
 DQ5400  MODELED GRAVITY -    980,429.2   (mgal)                       NAVD 88
 DQ5400
 DQ5400  VERT ORDER      -  SECOND    CLASS I
 DQ5400
 DQ5400  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DQ5400  Standards:
 DQ5400         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DQ5400            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DQ5400  -------------------------------------------------------------------
 DQ5400  NETWORK    0.40   1.31           0.18   0.14   0.67     -0.07628245
 DQ5400  -------------------------------------------------------------------
 DQ5400  Click here for local accuracies and other accuracy information.
 DQ5400
 DQ5400.The horizontal coordinates were established by GPS observations
 DQ5400.and adjusted by the MN DEPT OF TRANSP in March 2025.
 DQ5400
 DQ5400.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DQ5400.been affixed to the stable North American tectonic plate. See 
 DQ5400.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DQ5400
 DQ5400.The horizontal coordinates are valid at the epoch date displayed above
 DQ5400.which is a decimal equivalence of Year/Month/Day.
 DQ5400
 DQ5400.The orthometric height was determined by differential leveling and
 DQ5400.adjusted by the NATIONAL GEODETIC SURVEY
 DQ5400.in May 2019.
 DQ5400
 DQ5400.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ5400.GEOID18 height accuracy estimate available here.
 DQ5400
 DQ5400.Click photographs - Photos may exist for this station.
 DQ5400
 DQ5400.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DQ5400
 DQ5400.The Laplace correction was computed from DEFLEC18 derived deflections.
 DQ5400
 DQ5400.The ellipsoidal height was determined by GPS observations
 DQ5400.and is referenced to NAD 83.
 DQ5400
 DQ5400.The dynamic height is computed by dividing the NAVD 88
 DQ5400.geopotential number by the normal gravity value computed on the
 DQ5400.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ5400.degrees latitude (g = 980.6199 gals.).
 DQ5400
 DQ5400.The modeled gravity was interpolated from observed gravity values.
 DQ5400
 DQ5400. The following values were computed from the NAD 83(2011) position.
 DQ5400
 DQ5400;                    North         East     Units Scale Factor Converg.
 DQ5400;SPC MN S     -   221,619.223   809,918.523   MT  0.99994712   +0 05 12.6
 DQ5400;SPC MN S     -   727,095.73  2,657,207.69   sFT  0.99994712   +0 05 12.6
 DQ5400;UTM  15      - 4,882,741.945   429,868.245   MT  0.99966049   -0 36 34.8
 DQ5400
 DQ5400!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DQ5400!SPC MN S     -   0.99995783  x   0.99994712  =   0.99990495
 DQ5400!UTM  15      -   0.99995783  x   0.99966049  =   0.99961833
 DQ5400
 DQ5400_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVJ2986882741(NAD 83)
 DQ5400
 DQ5400                          SUPERSEDED SURVEY CONTROL
 DQ5400
 DQ5400.No superseded survey control is available for this station.
 DQ5400
 DQ5400_MARKER: I = METAL ROD
 DQ5400_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DQ5400_STAMPING: 0711 T 2016
 DQ5400_MARK LOGO: MNDT
 DQ5400_PROJECTION: RECESSED 5 CENTIMETERS
 DQ5400_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DQ5400_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ5400_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ5400+SATELLITE: SATELLITE OBSERVATIONS - May 29, 2024
 DQ5400_ROD/PIPE-DEPTH: 10.7 meters
 DQ5400
 DQ5400  HISTORY     - Date     Condition        Report By
 DQ5400  HISTORY     - 20160516 MONUMENTED       MNDT
 DQ5400  HISTORY     - 20220831 GOOD             MNDT
 DQ5400  HISTORY     - 20240529 GOOD             MNDT
 DQ5400
 DQ5400                          STATION DESCRIPTION
 DQ5400
 DQ5400'DESCRIBED BY MN DEPT OF TRANSP 2016
 DQ5400'THE MARK IS LOCATED ABOUT 1.5 MI (2.4 KM) NORTHWEST OF SAINT CLAIR.
 DQ5400'
 DQ5400'TO REACH THE MARK GO 1.25 MI (2.01 KM) NORTH ALONG TRUNK HIGHWAY 83
 DQ5400'FROM THE JUNCTION OF TRUNK HIGHWAY 83 AND COUNTY ROAD 15 WEST IN SAINT
 DQ5400'CLAIR, AT TRUNK HIGHWAY 83 MILE POINT 17.15.
 DQ5400'
 DQ5400'THE MARK IS LOCATED 66.4 FT (20.2 M) WEST OF TRUNK HIGHWAY 83, 22.4 FT
 DQ5400'(6.8 M) SOUTH OF A FIELD ENTRANCE, 1.5 FT (0.5 M) EAST OF A WITNESS
 DQ5400'POST.
 DQ5400'
 DQ5400'NOTE-THE STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM ROD
 DQ5400'DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION REMOVABLE DISK
 DQ5400'SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH PVC
 DQ5400'PIPE BACK FILLED WITH WASHED SAND.
 DQ5400
 DQ5400                          STATION RECOVERY (2022)
 DQ5400
 DQ5400'RECOVERY NOTE BY MN DEPT OF TRANSP 2022 (KMS)
 DQ5400'1.5 MI (2.4 KM) NORTHWEST OF ST. CLAIR, 1.25 MI (2.01 KM) NORTH ALONG
 DQ5400'TRUNK HIGHWAY 83 FROM THE JUNCTION OF TRUNK HIGHWAY 83 AND COUNTY ROAD
 DQ5400'15 WEST IN ST. CLAIR, AT TRUNK HIGHWAY 83 MILE POINT 17.15, 66.4 FT
 DQ5400'(20.2 M) WEST OF TRUNK HIGHWAY 83, 22.4 FT (6.8 M) SOUTH OF A FIELD
 DQ5400'ENTRANCE, 1.5 FT (0.5 M) EAST OF A WITNESS POST.
 DQ5400
 DQ5400                          STATION RECOVERY (2024)
 DQ5400
 DQ5400'RECOVERY NOTE BY MN DEPT OF TRANSP 2024 (MPP)
 DQ5400'THE MARK IS LOCATED ABOUT 1.5 MI (2.4 KM) NORTHWEST OF ST. CLAIR, 1.25
 DQ5400'MI (2.01 KM) NORTH ALONG TRUNK HIGHWAY 83 FROM THE JUNCTION OF TRUNK
 DQ5400'HIGHWAY 83 AND COUNTY ROAD 15 WEST IN ST. CLAIR, AT TRUNK HIGHWAY 83
 DQ5400'MILE POINT 17.15, 66.4 FT (20.2 M) WEST OF TRUNK HIGHWAY 83, 22.4 FT
 DQ5400'(6.8 M) SOUTH OF A FIELD ENTRANCE, 1.5 FT (0.5 M) EAST OF A WITNESS
 DQ5400'POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DQ5401 ***********************************************************************
 DQ5401  DESIGNATION -  0711 U
 DQ5401  PID         -  DQ5401
 DQ5401  STATE/COUNTY-  MN/BLUE EARTH
 DQ5401  COUNTRY     -  US
 DQ5401  USGS QUAD   -  SAINT CLAIR (2019)
 DQ5401
 DQ5401                         *CURRENT SURVEY CONTROL
 DQ5401  ______________________________________________________________________
 DQ5401* NAD 83(2011) POSITION- 44 04 57.53711(N) 093 51 58.83416(W)   ADJUSTED
 DQ5401* NAD 83(2011) ELLIP HT-   269.477 (meters)        (03/06/25)   ADJUSTED
 DQ5401* NAD 83(2011) EPOCH   -  2010.00
 DQ5401* NAVD 88 ORTHO HEIGHT -   298.161 (meters)      978.22  (feet) ADJUSTED
 DQ5401  ______________________________________________________________________
 DQ5401  GEOID HEIGHT    -        -28.678 (meters)                     GEOID18
 DQ5401  NAD 83(2011) X  -   -309,451.922 (meters)                     COMP
 DQ5401  NAD 83(2011) Y  - -4,578,840.904 (meters)                     COMP
 DQ5401  NAD 83(2011) Z  -  4,414,880.471 (meters)                     COMP
 DQ5401  LAPLACE CORR    -         -5.38  (seconds)                    DEFLEC18
 DQ5401  DYNAMIC HEIGHT  -        298.106 (meters)      978.04  (feet) COMP
 DQ5401  MODELED GRAVITY -    980,426.7   (mgal)                       NAVD 88
 DQ5401
 DQ5401  VERT ORDER      -  SECOND    CLASS I
 DQ5401
 DQ5401  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DQ5401  Standards:
 DQ5401         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DQ5401            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DQ5401  -------------------------------------------------------------------
 DQ5401  NETWORK    0.40   1.33           0.18   0.14   0.68     -0.08430998
 DQ5401  -------------------------------------------------------------------
 DQ5401  Click here for local accuracies and other accuracy information.
 DQ5401
 DQ5401.The horizontal coordinates were established by GPS observations
 DQ5401.and adjusted by the MN DEPT OF TRANSP in March 2025.
 DQ5401
 DQ5401.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DQ5401.been affixed to the stable North American tectonic plate. See 
 DQ5401.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DQ5401
 DQ5401.The horizontal coordinates are valid at the epoch date displayed above
 DQ5401.which is a decimal equivalence of Year/Month/Day.
 DQ5401
 DQ5401.The orthometric height was determined by differential leveling and
 DQ5401.adjusted by the NATIONAL GEODETIC SURVEY
 DQ5401.in May 2019.
 DQ5401
 DQ5401.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ5401.GEOID18 height accuracy estimate available here.
 DQ5401
 DQ5401.Click photographs - Photos may exist for this station.
 DQ5401
 DQ5401.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DQ5401
 DQ5401.The Laplace correction was computed from DEFLEC18 derived deflections.
 DQ5401
 DQ5401.The ellipsoidal height was determined by GPS observations
 DQ5401.and is referenced to NAD 83.
 DQ5401
 DQ5401.The dynamic height is computed by dividing the NAVD 88
 DQ5401.geopotential number by the normal gravity value computed on the
 DQ5401.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ5401.degrees latitude (g = 980.6199 gals.).
 DQ5401
 DQ5401.The modeled gravity was interpolated from observed gravity values.
 DQ5401
 DQ5401. The following values were computed from the NAD 83(2011) position.
 DQ5401
 DQ5401;                    North         East     Units Scale Factor Converg.
 DQ5401;SPC MN S     -   220,303.759   810,704.686   MT  0.99994860   +0 05 37.3
 DQ5401;SPC MN S     -   722,779.92  2,659,786.96   sFT  0.99994860   +0 05 37.3
 DQ5401;UTM  15      - 4,881,417.404   430,638.138   MT  0.99965917   -0 36 09.8
 DQ5401
 DQ5401!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DQ5401!SPC MN S     -   0.99995775  x   0.99994860  =   0.99990635
 DQ5401!UTM  15      -   0.99995775  x   0.99965917  =   0.99961693
 DQ5401
 DQ5401_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVJ3063881417(NAD 83)
 DQ5401
 DQ5401                          SUPERSEDED SURVEY CONTROL
 DQ5401
 DQ5401.No superseded survey control is available for this station.
 DQ5401
 DQ5401_MARKER: I = METAL ROD
 DQ5401_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DQ5401_STAMPING: 0711 U 2016
 DQ5401_MARK LOGO: MNDT
 DQ5401_PROJECTION: RECESSED 8 CENTIMETERS
 DQ5401_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DQ5401_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ5401_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ5401+SATELLITE: SATELLITE OBSERVATIONS - May 29, 2024
 DQ5401_ROD/PIPE-DEPTH: 13.7 meters
 DQ5401
 DQ5401  HISTORY     - Date     Condition        Report By
 DQ5401  HISTORY     - 20160516 MONUMENTED       MNDT
 DQ5401  HISTORY     - 20220831 GOOD             MNDT
 DQ5401  HISTORY     - 20240529 GOOD             MNDT
 DQ5401
 DQ5401                          STATION DESCRIPTION
 DQ5401
 DQ5401'DESCRIBED BY MN DEPT OF TRANSP 2016
 DQ5401'THE MARK IS LOCATED ABOUT IN SAINT CLAIR.
 DQ5401'
 DQ5401'TO REACH THE MARK GO 0.25 MI (0.40 KM) NORTH ALONG TRUNK HIGHWAY 83
 DQ5401'FROM THE JUNCTION OF TRUNK HIGHWAY 83 AND COUNTY ROAD 15 WEST IN SAINT
 DQ5401'CLAIR, AT TRUNK HIGHWAY 83 MILE POINT 16.15.
 DQ5401'
 DQ5401'THE MARK IS LOCATED 60.8 FT (18.5 M) NORTHEAST OF TRUNK HIGHWAY 83,
 DQ5401'13.1 FT (4.0 M) SOUTHWEST OF RIGHT-OF-WAY POST, 1.5 FT (0.5 M)
 DQ5401'SOUTHWEST OF A WITNESS POST.
 DQ5401'
 DQ5401'NOTE-THE STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM ROD
 DQ5401'DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION REMOVABLE DISK
 DQ5401'SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH PVC
 DQ5401'PIPE BACK FILLED WITH WASHED SAND.
 DQ5401
 DQ5401                          STATION RECOVERY (2022)
 DQ5401
 DQ5401'RECOVERY NOTE BY MN DEPT OF TRANSP 2022 (KMS)
 DQ5401'IN ST. CLAIR, 0.25 MI (0.40 KM) NORTH ALONG TRUNK HIGHWAY 83 FROM THE
 DQ5401'JUNCTION OF TRUNK HIGHWAY 83 AND COUNTY ROAD 15 WEST IN ST. CLAIR, AT
 DQ5401'TRUNK HIGHWAY 83 MILE POINT 16.15, 60.8 FT (18.5 M) NORTHEAST OF TRUNK
 DQ5401'HIGHWAY 83, 13.1 FT (4.0 M) SOUTHWEST OF A RIGHT-OF-WAY POST, 1.5 FT
 DQ5401'(0.5 M) SOUTHWEST OF A WITNESS POST.
 DQ5401
 DQ5401                          STATION RECOVERY (2024)
 DQ5401
 DQ5401'RECOVERY NOTE BY MN DEPT OF TRANSP 2024 (GXG)
 DQ5401'THE MARK IS LOCATED ABOUT IN ST. CLAIR, 0.25 MI (0.40 KM) NORTH ALONG
 DQ5401'TRUNK HIGHWAY 83 FROM THE JUNCTION OF TRUNK HIGHWAY 83 AND COUNTY ROAD
 DQ5401'15 WEST IN ST. CLAIR, AT TRUNK HIGHWAY 83 MILE POINT 16.15, 60.8 FT
 DQ5401'(18.5 M) NORTHEAST OF TRUNK HIGHWAY 83, 13.1 FT (4.0 M) SOUTHWEST OF A
 DQ5401'RIGHT-OF-WAY POST, 1.5 FT (0.5 M) SOUTHWEST OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DQ5405 ***********************************************************************
 DQ5405  DESIGNATION -  0711 V
 DQ5405  PID         -  DQ5405
 DQ5405  STATE/COUNTY-  MN/BLUE EARTH
 DQ5405  COUNTRY     -  US
 DQ5405  USGS QUAD   -  SAINT CLAIR (2019)
 DQ5405
 DQ5405                         *CURRENT SURVEY CONTROL
 DQ5405  ______________________________________________________________________
 DQ5405* NAD 83(2011) POSITION- 44 01 20.30917(N) 093 47 53.13782(W)   ADJUSTED
 DQ5405* NAD 83(2011) ELLIP HT-   285.660 (meters)        (03/06/25)   ADJUSTED
 DQ5405* NAD 83(2011) EPOCH   -  2010.00
 DQ5405* NAVD 88 ORTHO HEIGHT -   314.537 (meters)     1031.94  (feet) ADJUSTED
 DQ5405  ______________________________________________________________________
 DQ5405  GEOID HEIGHT    -        -28.861 (meters)                     GEOID18
 DQ5405  NAD 83(2011) X  -   -304,307.119 (meters)                     COMP
 DQ5405  NAD 83(2011) Y  - -4,583,869.723 (meters)                     COMP
 DQ5405  NAD 83(2011) Z  -  4,410,072.827 (meters)                     COMP
 DQ5405  LAPLACE CORR    -         -3.97  (seconds)                    DEFLEC18
 DQ5405  DYNAMIC HEIGHT  -        314.475 (meters)     1031.74  (feet) COMP
 DQ5405  MODELED GRAVITY -    980,412.3   (mgal)                       NAVD 88
 DQ5405
 DQ5405  VERT ORDER      -  SECOND    CLASS I
 DQ5405
 DQ5405  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DQ5405  Standards:
 DQ5405         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DQ5405            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DQ5405  -------------------------------------------------------------------
 DQ5405  NETWORK    0.40   1.37           0.18   0.14   0.70     -0.08515391
 DQ5405  -------------------------------------------------------------------
 DQ5405  Click here for local accuracies and other accuracy information.
 DQ5405
 DQ5405.The horizontal coordinates were established by GPS observations
 DQ5405.and adjusted by the MN DEPT OF TRANSP in March 2025.
 DQ5405
 DQ5405.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DQ5405.been affixed to the stable North American tectonic plate. See 
 DQ5405.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DQ5405
 DQ5405.The horizontal coordinates are valid at the epoch date displayed above
 DQ5405.which is a decimal equivalence of Year/Month/Day.
 DQ5405
 DQ5405.The orthometric height was determined by differential leveling and
 DQ5405.adjusted by the NATIONAL GEODETIC SURVEY
 DQ5405.in May 2019.
 DQ5405
 DQ5405.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ5405.GEOID18 height accuracy estimate available here.
 DQ5405
 DQ5405.Click photographs - Photos may exist for this station.
 DQ5405
 DQ5405.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DQ5405
 DQ5405.The Laplace correction was computed from DEFLEC18 derived deflections.
 DQ5405
 DQ5405.The ellipsoidal height was determined by GPS observations
 DQ5405.and is referenced to NAD 83.
 DQ5405
 DQ5405.The dynamic height is computed by dividing the NAVD 88
 DQ5405.geopotential number by the normal gravity value computed on the
 DQ5405.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ5405.degrees latitude (g = 980.6199 gals.).
 DQ5405
 DQ5405.The modeled gravity was interpolated from observed gravity values.
 DQ5405
 DQ5405. The following values were computed from the NAD 83(2011) position.
 DQ5405
 DQ5405;                    North         East     Units Scale Factor Converg.
 DQ5405;SPC MN S     -   213,610.621   816,187.340   MT  0.99995679   +0 08 29.5
 DQ5405;SPC MN S     -   700,820.85  2,677,774.63   sFT  0.99995679   +0 08 29.5
 DQ5405;UTM  15      - 4,874,660.148   436,037.442   MT  0.99965032   -0 33 16.7
 DQ5405
 DQ5405!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DQ5405!SPC MN S     -   0.99995521  x   0.99995679  =   0.99991200
 DQ5405!UTM  15      -   0.99995521  x   0.99965032  =   0.99960554
 DQ5405
 DQ5405_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVJ3603774660(NAD 83)
 DQ5405
 DQ5405                          SUPERSEDED SURVEY CONTROL
 DQ5405
 DQ5405.No superseded survey control is available for this station.
 DQ5405
 DQ5405_MARKER: I = METAL ROD
 DQ5405_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DQ5405_STAMPING: 0711 V 2016
 DQ5405_MARK LOGO: MNDT
 DQ5405_PROJECTION: RECESSED 5 CENTIMETERS
 DQ5405_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DQ5405_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ5405_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ5405+SATELLITE: SATELLITE OBSERVATIONS - May 23, 2024
 DQ5405_ROD/PIPE-DEPTH: 9.1 meters
 DQ5405
 DQ5405  HISTORY     - Date     Condition        Report By
 DQ5405  HISTORY     - 20160523 MONUMENTED       MNDT
 DQ5405  HISTORY     - 20220831 GOOD             MNDT
 DQ5405  HISTORY     - 20240523 GOOD             MNDT
 DQ5405
 DQ5405                          STATION DESCRIPTION
 DQ5405
 DQ5405'DESCRIBED BY MN DEPT OF TRANSP 2016
 DQ5405'THE MARK IS LOCATED ABOUT 1.2 MI (1.9 KM) NORTHWEST OF PEMBERTON.
 DQ5405'
 DQ5405'TO REACH THE MARK GO 1.15 MI (1.85 KM) NORTHWEST ALONG TRUNK HIGHWAY
 DQ5405'83 FROM THE JUNCTION OF TRUNK HIGHWAY 83 AND COUNTY ROAD 53 IN
 DQ5405'PEMBERTON, AT TRUNK HIGHWAY 83 MILE POINT 10.8.
 DQ5405'
 DQ5405'THE MARK IS LOCATED 59.0 FT (18.0 M) SOUTHEAST OF TRUNK HIGHWAY 83,
 DQ5405'69.0 FT (21.0 M) NORTH OF COUNTY ROAD 10 (164TH STREET), 75.0 FT (22.9
 DQ5405'M) EAST OF 623RD AVENUE, 1.5 FT (0.5 M) NORTHWEST OF A WITNESS POST.
 DQ5405'
 DQ5405'NOTE-THE STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM ROD
 DQ5405'DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION REMOVABLE DISK
 DQ5405'SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH PVC
 DQ5405'PIPE BACK FILLED WITH WASHED SAND.
 DQ5405
 DQ5405                          STATION RECOVERY (2022)
 DQ5405
 DQ5405'RECOVERY NOTE BY MN DEPT OF TRANSP 2022 (KMS)
 DQ5405'1.2 MI (1.9 KM) NORTHWEST OF PEMBERTON, 1.15 MI (1.85 KM) NORTHWEST
 DQ5405'ALONG TRUNK HIGHWAY 83 FROM THE JUNCTION OF TRUNK HIGHWAY 83 AND
 DQ5405'COUNTY ROAD 53 IN PEMBERTON, AT TRUNK HIGHWAY 83 MILE POINT 10.8, 59.0
 DQ5405'FT (18.0 M) SOUTHWEST OF TRUNK HIGHWAY 83, 69.0 FT (21.0 M) NORTH OF
 DQ5405'COUNTY ROAD 10 (164TH STREET), 75.0 FT (22.9 M) EAST OF 623RD AVENUE,
 DQ5405'1.5 FT (0.5 M) NORTHEAST OF A WITNESS POST.
 DQ5405
 DQ5405                          STATION RECOVERY (2024)
 DQ5405
 DQ5405'RECOVERY NOTE BY MN DEPT OF TRANSP 2024 (BXB)
 DQ5405'THE MARK IS LOCATED ABOUT 1.2 MI (1.9 KM) NORTHWEST OF PEMBERTON, 1.15
 DQ5405'MI (1.85 KM) NORTHWEST ALONG TRUNK HIGHWAY 83 FROM THE JUNCTION OF
 DQ5405'TRUNK HIGHWAY 83 AND COUNTY ROAD 53 IN PEMBERTON, AT TRUNK HIGHWAY 83
 DQ5405'MILE POINT 10.8, 59.0 FT (18.0 M) SOUTHWEST OF TRUNK HIGHWAY 83, 69.0
 DQ5405'FT (21.0 M) NORTH OF COUNTY ROAD 10 (164TH STREET), 75.0 FT (22.9 M)
 DQ5405'EAST OF 623RD AVENUE, 1.5 FT (0.5 M) NORTHEAST OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DQ5406 ***********************************************************************
 DQ5406  DESIGNATION -  0711 W
 DQ5406  PID         -  DQ5406
 DQ5406  STATE/COUNTY-  MN/BLUE EARTH
 DQ5406  COUNTRY     -  US
 DQ5406  USGS QUAD   -  SAINT CLAIR (2019)
 DQ5406
 DQ5406                         *CURRENT SURVEY CONTROL
 DQ5406  ______________________________________________________________________
 DQ5406* NAD 83(2011) POSITION- 44 00 48.33824(N) 093 47 18.74831(W)   ADJUSTED
 DQ5406* NAD 83(2011) ELLIP HT-   285.592 (meters)        (03/06/25)   ADJUSTED
 DQ5406* NAD 83(2011) EPOCH   -  2010.00
 DQ5406* NAVD 88 ORTHO HEIGHT -   314.492 (meters)     1031.80  (feet) ADJUSTED
 DQ5406  ______________________________________________________________________
 DQ5406  GEOID HEIGHT    -        -28.885 (meters)                     GEOID18
 DQ5406  NAD 83(2011) X  -   -303,588.174 (meters)                     COMP
 DQ5406  NAD 83(2011) Y  - -4,584,604.568 (meters)                     COMP
 DQ5406  NAD 83(2011) Z  -  4,409,363.138 (meters)                     COMP
 DQ5406  LAPLACE CORR    -         -3.76  (seconds)                    DEFLEC18
 DQ5406  DYNAMIC HEIGHT  -        314.429 (meters)     1031.59  (feet) COMP
 DQ5406  MODELED GRAVITY -    980,410.2   (mgal)                       NAVD 88
 DQ5406
 DQ5406  VERT ORDER      -  SECOND    CLASS I
 DQ5406
 DQ5406  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DQ5406  Standards:
 DQ5406         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DQ5406            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DQ5406  -------------------------------------------------------------------
 DQ5406  NETWORK    0.40   1.29           0.18   0.14   0.66     -0.08889897
 DQ5406  -------------------------------------------------------------------
 DQ5406  Click here for local accuracies and other accuracy information.
 DQ5406
 DQ5406.The horizontal coordinates were established by GPS observations
 DQ5406.and adjusted by the MN DEPT OF TRANSP in March 2025.
 DQ5406
 DQ5406.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DQ5406.been affixed to the stable North American tectonic plate. See 
 DQ5406.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DQ5406
 DQ5406.The horizontal coordinates are valid at the epoch date displayed above
 DQ5406.which is a decimal equivalence of Year/Month/Day.
 DQ5406
 DQ5406.The orthometric height was determined by differential leveling and
 DQ5406.adjusted by the NATIONAL GEODETIC SURVEY
 DQ5406.in May 2019.
 DQ5406
 DQ5406.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ5406.GEOID18 height accuracy estimate available here.
 DQ5406
 DQ5406.Click photographs - Photos may exist for this station.
 DQ5406
 DQ5406.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DQ5406
 DQ5406.The Laplace correction was computed from DEFLEC18 derived deflections.
 DQ5406
 DQ5406.The ellipsoidal height was determined by GPS observations
 DQ5406.and is referenced to NAD 83.
 DQ5406
 DQ5406.The dynamic height is computed by dividing the NAVD 88
 DQ5406.geopotential number by the normal gravity value computed on the
 DQ5406.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ5406.degrees latitude (g = 980.6199 gals.).
 DQ5406
 DQ5406.The modeled gravity was interpolated from observed gravity values.
 DQ5406
 DQ5406. The following values were computed from the NAD 83(2011) position.
 DQ5406
 DQ5406;                    North         East     Units Scale Factor Converg.
 DQ5406;SPC MN S     -   212,625.832   816,955.751   MT  0.99995809   +0 08 53.6
 DQ5406;SPC MN S     -   697,589.92  2,680,295.66   sFT  0.99995809   +0 08 53.6
 DQ5406;UTM  15      - 4,873,666.402   436,793.598   MT  0.99964913   -0 32 52.5
 DQ5406
 DQ5406!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DQ5406!SPC MN S     -   0.99995522  x   0.99995809  =   0.99991331
 DQ5406!UTM  15      -   0.99995522  x   0.99964913  =   0.99960437
 DQ5406
 DQ5406_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVJ3679373666(NAD 83)
 DQ5406
 DQ5406                          SUPERSEDED SURVEY CONTROL
 DQ5406
 DQ5406.No superseded survey control is available for this station.
 DQ5406
 DQ5406_MARKER: I = METAL ROD
 DQ5406_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DQ5406_STAMPING: 0711 W 2016
 DQ5406_MARK LOGO: MNDT
 DQ5406_PROJECTION: RECESSED 5 CENTIMETERS
 DQ5406_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DQ5406_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ5406_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ5406+SATELLITE: SATELLITE OBSERVATIONS - May 22, 2024
 DQ5406_ROD/PIPE-DEPTH: 7.0 meters
 DQ5406
 DQ5406  HISTORY     - Date     Condition        Report By
 DQ5406  HISTORY     - 20160517 MONUMENTED       MNDT
 DQ5406  HISTORY     - 20180731 GOOD             MNDT
 DQ5406  HISTORY     - 20210419 GOOD             MNDT
 DQ5406  HISTORY     - 20220831 GOOD             MNDT
 DQ5406  HISTORY     - 20240522 GOOD             MNDT
 DQ5406
 DQ5406                          STATION DESCRIPTION
 DQ5406
 DQ5406'DESCRIBED BY MN DEPT OF TRANSP 2016
 DQ5406'THE MARK IS LOCATED ABOUT 0.35 MI (0.56 KM) NORTHWEST OF PEMBERTON.
 DQ5406'
 DQ5406'TO REACH THE MARK GO 0.35 MI (0.56 KM) NORTHWEST ALONG TRUNK HIGHWAY
 DQ5406'83 FROM THE JUNCTION OF TRUNK HIGHWAY 83 AND COUNTY ROAD 53 IN
 DQ5406'PEMBERTON, AT TRUNK HIGHWAY 83 MILE POINT 10.0.
 DQ5406'
 DQ5406'THE MARK IS LOCATED 56.0 FT (17.1 M) SOUTHWEST OF TRUNK HIGHWAY 83,
 DQ5406'40.4 FT (12.3 M) NORTHWEST OF A FIELD ENTRANCE, 1.5 FT (0.5 M)
 DQ5406'NORTHEAST OF A WITNESS POST.
 DQ5406'
 DQ5406'NOTE-THE STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM ROD
 DQ5406'DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION REMOVABLE DISK
 DQ5406'SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH PVC
 DQ5406'PIPE BACK FILLED WITH WASHED SAND.
 DQ5406
 DQ5406                          STATION RECOVERY (2018)
 DQ5406
 DQ5406'RECOVERY NOTE BY MN DEPT OF TRANSP 2018 (KMS)
 DQ5406'0.35 MI (0.56 KM) NORTHWEST OF PEMBERTON, 0.35 MI (0.56 KM) NORTHWEST
 DQ5406'ALONG TRUNK HIGHWAY 83 FROM THE JUNCTION OF TRUNK HIGHWAY 83 AND
 DQ5406'COUNTY ROAD 53 IN PEMBERTON, AT TRUNK HIGHWAY 83 MILE POINT 10.0, 56.0
 DQ5406'FT (17.1 M) SOUTHWEST OF TRUNK HIGHWAY 83, 40.4 FT (12.3 M) NORTHWEST
 DQ5406'OF A FIELD ENTRANCE, 1.5 FT (0.5 M) NORTHEAST OF A WITNESS POST.
 DQ5406
 DQ5406                          STATION RECOVERY (2021)
 DQ5406
 DQ5406'RECOVERY NOTE BY MN DEPT OF TRANSP 2021 (KMS)
 DQ5406'RECOVERED IN GOOD CONDITION.
 DQ5406
 DQ5406                          STATION RECOVERY (2022)
 DQ5406
 DQ5406'RECOVERY NOTE BY MN DEPT OF TRANSP 2022 (KMS)
 DQ5406'RECOVERED IN GOOD CONDITION.
 DQ5406
 DQ5406                          STATION RECOVERY (2024)
 DQ5406
 DQ5406'RECOVERY NOTE BY MN DEPT OF TRANSP 2024 (BXB)
 DQ5406'THE MARK IS LOCATED ABOUT 0.35 MI (0.56 KM) NORTHWEST OF PEMBERTON,
 DQ5406'0.35 MI (0.56 KM) NORTHWEST ALONG TRUNK HIGHWAY 83 FROM THE JUNCTION
 DQ5406'OF TRUNK HIGHWAY 83 AND COUNTY ROAD 53 IN PEMBERTON, AT TRUNK HIGHWAY
 DQ5406'83 MILE POINT 10.0, 56.0 FT (17.1 M) SOUTHWEST OF TRUNK HIGHWAY 83,
 DQ5406'40.4 FT (12.3 M) NORTHWEST OF A FIELD ENTRANCE, 1.5 FT (0.5 M)
 DQ5406'NORTHEAST OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DS3481 ***********************************************************************
 DS3481  HT_MOD      -  This is a Height Modernization Survey Station.
 DS3481  DESIGNATION -  0711 X
 DS3481  PID         -  DS3481
 DS3481  STATE/COUNTY-  MN/BLUE EARTH
 DS3481  COUNTRY     -  US
 DS3481  USGS QUAD   -  SAINT CLAIR (2019)
 DS3481
 DS3481                         *CURRENT SURVEY CONTROL
 DS3481  ______________________________________________________________________
 DS3481* NAD 83(2011) POSITION- 44 03 28.51044(N) 093 50 08.38687(W)   ADJUSTED
 DS3481* NAD 83(2011) ELLIP HT-   278.035 (meters)        (03/06/25)   ADJUSTED
 DS3481* NAD 83(2011) EPOCH   -  2010.00
 DS3481* NAVD 88 ORTHO HEIGHT -   306.80  (meters)     1006.6   (feet) GPS OBS
 DS3481  ______________________________________________________________________
 DS3481  GEOID HEIGHT    -        -28.762 (meters)                     GEOID18
 DS3481  NAD 83(2011) X  -   -307,128.342 (meters)                     COMP
 DS3481  NAD 83(2011) Y  - -4,580,919.089 (meters)                     COMP
 DS3481  NAD 83(2011) Z  -  4,412,912.081 (meters)                     COMP
 DS3481  LAPLACE CORR    -         -4.87  (seconds)                    DEFLEC18
 DS3481
 DS3481  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DS3481  Standards:
 DS3481         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DS3481            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DS3481  -------------------------------------------------------------------
 DS3481  NETWORK    0.40   1.35           0.18   0.14   0.69     -0.07396164
 DS3481  -------------------------------------------------------------------
 DS3481  Click here for local accuracies and other accuracy information.
 DS3481
 DS3481.The horizontal coordinates were established by GPS observations
 DS3481.and adjusted by the MN DEPT OF TRANSP in March 2025.
 DS3481
 DS3481.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DS3481.been affixed to the stable North American tectonic plate. See 
 DS3481.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DS3481
 DS3481.The horizontal coordinates are valid at the epoch date displayed above
 DS3481.which is a decimal equivalence of Year/Month/Day.
 DS3481
 DS3481.The orthometric height was determined by GPS observations and a
 DS3481.high-resolution geoid model using precise GPS observation and
 DS3481.processing techniques.
 DS3481
 DS3481.Significant digits in the geoid height do not necessarily reflect accuracy.
 DS3481.GEOID18 height accuracy estimate available here.
 DS3481
 DS3481.Click photographs - Photos may exist for this station.
 DS3481
 DS3481.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DS3481
 DS3481.The Laplace correction was computed from DEFLEC18 derived deflections.
 DS3481
 DS3481.The ellipsoidal height was determined by GPS observations
 DS3481.and is referenced to NAD 83.
 DS3481
 DS3481. The following values were computed from the NAD 83(2011) position.
 DS3481
 DS3481;                    North         East     Units Scale Factor Converg.
 DS3481;SPC MN S     -   217,560.582   813,167.371   MT  0.99995183   +0 06 54.7
 DS3481;SPC MN S     -   713,780.01  2,667,866.62   sFT  0.99995183   +0 06 54.7
 DS3481;UTM  15      - 4,878,645.312   433,066.590   MT  0.99965510   -0 34 52.1
 DS3481
 DS3481!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DS3481!SPC MN S     -   0.99995640  x   0.99995183  =   0.99990824
 DS3481!UTM  15      -   0.99995640  x   0.99965510  =   0.99961152
 DS3481
 DS3481_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVJ3306678645(NAD 83)
 DS3481
 DS3481                          SUPERSEDED SURVEY CONTROL
 DS3481
 DS3481.No superseded survey control is available for this station.
 DS3481
 DS3481_MARKER: I = METAL ROD
 DS3481_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DS3481_STAMPING: 0711 X 2022
 DS3481_MARK LOGO: MNDT
 DS3481_PROJECTION: RECESSED 3 CENTIMETERS
 DS3481_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DS3481_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DS3481_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DS3481+SATELLITE: SATELLITE OBSERVATIONS - May 23, 2024
 DS3481_ROD/PIPE-DEPTH: 10.1 meters
 DS3481
 DS3481  HISTORY     - Date     Condition        Report By
 DS3481  HISTORY     - 20221012 MONUMENTED       MNDT
 DS3481  HISTORY     - 20240523 GOOD             MNDT
 DS3481
 DS3481                          STATION DESCRIPTION
 DS3481
 DS3481'DESCRIBED BY MN DEPT OF TRANSP 2024 (AXW)
 DS3481'THE MARK IS LOCATED ABOUT 2.0 MI (3.2 KM) SOUTHEAST OF SAINT CLAIR,
 DS3481'1.75 MI (2.82 KM) SOUTHEAST ALONG TRUNK HIGHWAY 83 FROM THE JUNCTION
 DS3481'OF TRUNK HIGHWAY 83 AND COUNTY ROAD 28 IN SAINT CLAIR, AT TRUNK
 DS3481'HIGHWAY 83 MILE POINT 13.85, 40.5 FT (12.3 M) SOUTHWEST OF THE TRUNK
 DS3481'HIGHWAY 83 FOG LINE, 4.0 FT (1.2 M) SOUTHEAST OF A CABLE BOX, 47.7 FT
 DS3481'(14.5 M) NORTHWEST OF A DRIVEWAY EXTENDED, 5.0 FT (1.5 M) NORTHEAST OF
 DS3481'A WOODEN WARNING POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 PQ1797 ***********************************************************************
 PQ1797  DESIGNATION -  0712 AC
 PQ1797  PID         -  PQ1797
 PQ1797  STATE/COUNTY-  MN/BLUE EARTH
 PQ1797  COUNTRY     -  US
 PQ1797  USGS QUAD   -  LAKE CRYSTAL (2019)
 PQ1797
 PQ1797                         *CURRENT SURVEY CONTROL
 PQ1797  ______________________________________________________________________
 PQ1797* NAD 83(1986) POSITION- 44 06 56.76   (N) 094 08 04.18   (W)   HD_HELD1
 PQ1797* NAVD 88 ORTHO HEIGHT -   300.912 (meters)      987.24  (feet) ADJUSTED
 PQ1797  ______________________________________________________________________
 PQ1797  GEOID HEIGHT    -        -28.214 (meters)                     GEOID18
 PQ1797  DYNAMIC HEIGHT  -        300.864 (meters)      987.08  (feet) COMP
 PQ1797  MODELED GRAVITY -    980,448.9   (mgal)                       NAVD 88
 PQ1797
 PQ1797  VERT ORDER      -  SECOND    CLASS I
 PQ1797
 PQ1797.The horizontal coordinates were determined by differentially corrected
 PQ1797.hand held GPS observations or other comparable positioning techniques
 PQ1797.and have an estimated accuracy of +/- 3 meters.
 PQ1797
 PQ1797.The orthometric height was determined by differential leveling and
 PQ1797.adjusted by the NATIONAL GEODETIC SURVEY
 PQ1797.in May 2019.
 PQ1797
 PQ1797.Significant digits in the geoid height do not necessarily reflect accuracy.
 PQ1797.GEOID18 height accuracy estimate available here.
 PQ1797
 PQ1797.Click photographs - Photos may exist for this station.
 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     -   223,983.5     789,234.3     MT  (+/- 3 meters HH1 GPS) 
 PQ1797
 PQ1797_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVJ0921985356(NAD 83)
 PQ1797
 PQ1797                          SUPERSEDED SURVEY CONTROL
 PQ1797
 PQ1797  NAVD 88 (06/15/95)  300.914  (m)          987.25   (f) SUPERSEDED  2 1
 PQ1797
 PQ1797.Superseded values are not recommended for survey control.
 PQ1797
 PQ1797.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PQ1797.See file dsdata.pdf to determine how the superseded data were derived.
 PQ1797
 PQ1797_MARKER: DV = VERTICAL CONTROL DISK
 PQ1797_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 PQ1797_STAMPING: 0712 AC 1985
 PQ1797_MARK LOGO: MNDT
 PQ1797_PROJECTION: FLUSH
 PQ1797_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 PQ1797_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PQ1797_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PQ1797+SATELLITE: SATELLITE OBSERVATIONS - September 19, 2022
 PQ1797
 PQ1797  HISTORY     - Date     Condition        Report By
 PQ1797  HISTORY     - 19850901 MONUMENTED       MNDT
 PQ1797  HISTORY     - 20160518 GOOD             MNDT
 PQ1797  HISTORY     - 20220919 GOOD             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.
 PQ1797
 PQ1797                          STATION RECOVERY (2016)
 PQ1797
 PQ1797'RECOVERY NOTE BY MN DEPT OF TRANSP 2016 (KMS)
 PQ1797'THE MARK IS LOCATED ABOUT 7.6 MI (12.2 KM) SOUTHWEST OF MANKATO.
 PQ1797'
 PQ1797'TO REACH THE MARK GO 2.25 MI (3.62 KM) SOUTH ALONG TRUNK HIGHWAY 169
 PQ1797'FROM THE JUNCTION OF TRUNK HIGHWAYS 169/60 (JUNCTION 6.0 MI (9.7 KM)
 PQ1797'WEST-SOUTHWEST OF MANKATO) TO TRUNK HIGHWAY 169 MILE POINT 45.5, THEN
 PQ1797'0.05 MI (0.08 KM) WEST ON COUNTY ROAD 115.
 PQ1797'
 PQ1797'THE MARK IS LOCATED 33.0 FT (10.1 M) NORTH OF COUNTY ROAD 115(198TH
 PQ1797'STREET), 4.6 FT (1.4 M) EAST OF POWER POLE, 2.0 FT (0.6 M) EAST OF
 PQ1797'POWER POLE WITH 4 GUY WIRES, 2.3 FT (0.7 M) WEST OF A WITNESS POST.
 PQ1797
 PQ1797                          STATION RECOVERY (2022)
 PQ1797
 PQ1797'RECOVERY NOTE BY MN DEPT OF TRANSP 2022 (KMS)
 PQ1797'7.6 MI (12.2 KM) SOUTHWEST OF MANKATO, 2.25 MI (3.62 KM) SOUTH ALONG
 PQ1797'TRUNK HIGHWAY 169 FROM THE JUNCTION OF TRUNK HIGHWAYS 169/60 (THE
 PQ1797'JUNCTION 6.0 MI (9.7 KM) WEST-SOUTHWEST OF MANKATO) TO TRUNK HIGHWAY
 PQ1797'169 MILE POINT 45.5, THEN 0.05 MI (0.08 KM) WEST ON COUNTY ROAD 115,
 PQ1797'33.0 FT (10.1 M) NORTH OF COUNTY ROAD 115 (198TH STREET), 4.6 FT (1.4
 PQ1797'M) EAST OF A POWER POLE, 2.0 FT (0.6 M) EAST OF A POWER POLE WITH 4
 PQ1797'GUY WIRES, 2.3 FT (0.7 M) WEST OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DQ5469 ***********************************************************************
 DQ5469  DESIGNATION -  0712 AF
 DQ5469  PID         -  DQ5469
 DQ5469  STATE/COUNTY-  MN/BLUE EARTH
 DQ5469  COUNTRY     -  US
 DQ5469  USGS QUAD   -  WINNEBAGO (2019)
 DQ5469
 DQ5469                         *CURRENT SURVEY CONTROL
 DQ5469  ______________________________________________________________________
 DQ5469* NAD 83(2011) POSITION- 43 52 23.69951(N) 094 10 07.25324(W)   ADJUSTED
 DQ5469* NAD 83(2011) ELLIP HT-   288.740 (meters)        (01/17/18)   ADJUSTED
 DQ5469* NAD 83(2011) EPOCH   -  2010.00
 DQ5469* NAVD 88 ORTHO HEIGHT -   316.948 (meters)     1039.85  (feet) ADJUSTED
 DQ5469  ______________________________________________________________________
 DQ5469  GEOID HEIGHT    -        -28.230 (meters)                     GEOID18
 DQ5469  NAD 83(2011) X  -   -334,784.637 (meters)                     COMP
 DQ5469  NAD 83(2011) Y  - -4,593,272.019 (meters)                     COMP
 DQ5469  NAD 83(2011) Z  -  4,398,150.212 (meters)                     COMP
 DQ5469  LAPLACE CORR    -         -3.03  (seconds)                    DEFLEC18
 DQ5469  DYNAMIC HEIGHT  -        316.891 (meters)     1039.67  (feet) COMP
 DQ5469  MODELED GRAVITY -    980,428.1   (mgal)                       NAVD 88
 DQ5469
 DQ5469  VERT ORDER      -  SECOND    CLASS I
 DQ5469
 DQ5469  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DQ5469  Standards:
 DQ5469         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DQ5469            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DQ5469  -------------------------------------------------------------------
 DQ5469  NETWORK    0.99   2.00           0.45   0.35   1.02      0.06593391
 DQ5469  -------------------------------------------------------------------
 DQ5469  Click here for local accuracies and other accuracy information.
 DQ5469
 DQ5469.The horizontal coordinates were established by GPS observations
 DQ5469.and adjusted by the MN DEPT OF TRANSP in January 2018.
 DQ5469
 DQ5469.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DQ5469.been affixed to the stable North American tectonic plate. See 
 DQ5469.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DQ5469
 DQ5469.The horizontal coordinates are valid at the epoch date displayed above
 DQ5469.which is a decimal equivalence of Year/Month/Day.
 DQ5469
 DQ5469.The orthometric height was determined by differential leveling and
 DQ5469.adjusted by the NATIONAL GEODETIC SURVEY
 DQ5469.in May 2019.
 DQ5469
 DQ5469.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ5469.GEOID18 height accuracy estimate available here.
 DQ5469
 DQ5469.Click photographs - Photos may exist for this station.
 DQ5469
 DQ5469.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DQ5469
 DQ5469.The Laplace correction was computed from DEFLEC18 derived deflections.
 DQ5469
 DQ5469.The ellipsoidal height was determined by GPS observations
 DQ5469.and is referenced to NAD 83.
 DQ5469
 DQ5469.The dynamic height is computed by dividing the NAVD 88
 DQ5469.geopotential number by the normal gravity value computed on the
 DQ5469.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ5469.degrees latitude (g = 980.6199 gals.).
 DQ5469
 DQ5469.The modeled gravity was interpolated from observed gravity values.
 DQ5469
 DQ5469. The following values were computed from the NAD 83(2011) position.
 DQ5469
 DQ5469;                    North         East     Units Scale Factor Converg.
 DQ5469;SPC MN S     -   197,043.093   786,442.191   MT  0.99998173   -0 07 05.6
 DQ5469;SPC MN S     -   646,465.55  2,580,185.75   sFT  0.99998173   -0 07 05.6
 DQ5469;UTM  15      - 4,858,458.886   406,102.495   MT  0.99970844   -0 48 36.1
 DQ5469
 DQ5469!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DQ5469!SPC MN S     -   0.99995473  x   0.99998173  =   0.99993646
 DQ5469!UTM  15      -   0.99995473  x   0.99970844  =   0.99966318
 DQ5469
 DQ5469_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVJ0610258458(NAD 83)
 DQ5469
 DQ5469                          SUPERSEDED SURVEY CONTROL
 DQ5469
 DQ5469.No superseded survey control is available for this station.
 DQ5469
 DQ5469_MARKER: I = METAL ROD
 DQ5469_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DQ5469_STAMPING: 0712 AF 2016
 DQ5469_MARK LOGO: MNDT
 DQ5469_PROJECTION: RECESSED 5 CENTIMETERS
 DQ5469_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DQ5469_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ5469_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ5469+SATELLITE: SATELLITE OBSERVATIONS - September 13, 2022
 DQ5469_ROD/PIPE-DEPTH: 5.8 meters
 DQ5469
 DQ5469  HISTORY     - Date     Condition        Report By
 DQ5469  HISTORY     - 20160606 MONUMENTED       MNDT
 DQ5469  HISTORY     - 20170515 GOOD             MNDT
 DQ5469  HISTORY     - 20220913 GOOD             MNDT
 DQ5469
 DQ5469                          STATION DESCRIPTION
 DQ5469
 DQ5469'DESCRIBED BY MN DEPT OF TRANSP 2016
 DQ5469'THE MARK IS LOCATED ABOUT 1.0 MI (1.6 KM) SOUTH OF AMBOY.
 DQ5469'
 DQ5469'TO REACH THE MARK GO 1.05 MI (1.69 KM) SOUTH ALONG TRUNK HIGHWAY 169
 DQ5469'FROM THE SOUTH JUNCTION OF TRUNK HIGHWAY 169 AND TRUNK HIGHWAY 30 IN
 DQ5469'AMBOY, AT TRUNK HIGHWAY 169 MILE POINT 27.5.
 DQ5469'
 DQ5469'THE MARK IS LOCATED 62.0 FT (18.9 M) WEST OF TRUNK HIGHWAY 169, 60.5
 DQ5469'FT (18.4 M) SOUTH OF A FIELD ENTRANCE, 1.5 FT (0.5 M) EAST OF A
 DQ5469'WITNESS POST.
 DQ5469'
 DQ5469'NOTE-THE STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM ROD
 DQ5469'DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION REMOVABLE DISK
 DQ5469'SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH PVC
 DQ5469'PIPE BACK FILLED WITH WASHED SAND.
 DQ5469
 DQ5469                          STATION RECOVERY (2017)
 DQ5469
 DQ5469'RECOVERY NOTE BY MN DEPT OF TRANSP 2017 (ASL)
 DQ5469'1.0 MILE SOUTH OF AMBOY, 1.05 MILE SOUTH ALONG TRUNK HIGHWAY 169 FROM
 DQ5469'THE SOUTH JUNCTION OF TRUNK HIGHWAY 169 AND TRUNK HIGHWAY 30 IN AMBOY,
 DQ5469'AT TRUNK HIGHWAY 169 MILEPOINT 27.5, 62.0 FEET WEST OF TRUNK HIGHWAY
 DQ5469'169, 60.5 FEET SOUTH OF A FIELD ENTRANCE, 1.5 FEET EAST OF A WITNESS
 DQ5469'POST.
 DQ5469
 DQ5469                          STATION RECOVERY (2022)
 DQ5469
 DQ5469'RECOVERY NOTE BY MN DEPT OF TRANSP 2022 (KMS)
 DQ5469'1.0 MI (1.6 KM) SOUTH OF AMBOY, 1.05 MI (1.69 KM) SOUTH ALONG TRUNK
 DQ5469'HIGHWAY 169 FROM THE SOUTH JUNCTION OF TRUNK HIGHWAY 169 AND TRUNK
 DQ5469'HIGHWAY 30 IN AMBOY, AT TRUNK HIGHWAY 169 MILE POINT 27.5, 62.0 FT
 DQ5469'(18.9 M) WEST OF TRUNK HIGHWAY 169, 60.5 FT (18.4 M) SOUTH OF A FIELD
 DQ5469'ENTRANCE, 1.5 FT (0.5 M) EAST OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DR9342 ***********************************************************************
 DR9342  DESIGNATION -  0712 AG RESET
 DR9342  PID         -  DR9342
 DR9342  STATE/COUNTY-  MN/BLUE EARTH
 DR9342  COUNTRY     -  US
 DR9342  USGS QUAD   -  AMBOY (2019)
 DR9342
 DR9342                         *CURRENT SURVEY CONTROL
 DR9342  ______________________________________________________________________
 DR9342* NAD 83(1986) POSITION- 43 55 53.41   (N) 094 10 24.34   (W)   HD_HELD1
 DR9342* NAVD 88 ORTHO HEIGHT -   314.879 (meters)     1033.07  (feet) ADJUSTED
 DR9342  ______________________________________________________________________
 DR9342  GEOID HEIGHT    -        -28.210 (meters)                     GEOID18
 DR9342  DYNAMIC HEIGHT  -        314.824 (meters)     1032.89  (feet) COMP
 DR9342  MODELED GRAVITY -    980,435.1   (mgal)                       NAVD 88
 DR9342
 DR9342  VERT ORDER      -  SECOND    CLASS I
 DR9342
 DR9342.The horizontal coordinates were determined by differentially corrected
 DR9342.hand held GPS observations or other comparable positioning techniques
 DR9342.and have an estimated accuracy of +/- 3 meters.
 DR9342
 DR9342.The orthometric height was determined by differential leveling and
 DR9342.adjusted by the NATIONAL GEODETIC SURVEY
 DR9342.in February 2024.
 DR9342
 DR9342.Significant digits in the geoid height do not necessarily reflect accuracy.
 DR9342.GEOID18 height accuracy estimate available here.
 DR9342
 DR9342.Click photographs - Photos may exist for this station.
 DR9342
 DR9342.The dynamic height is computed by dividing the NAVD 88
 DR9342.geopotential number by the normal gravity value computed on the
 DR9342.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DR9342.degrees latitude (g = 980.6199 gals.).
 DR9342
 DR9342.The modeled gravity was interpolated from observed gravity values.
 DR9342
 DR9342;                    North         East    Units  Estimated Accuracy
 DR9342;SPC MN S     -   203,516.2     786,074.4     MT  (+/- 3 meters HH1 GPS) 
 DR9342
 DR9342_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVJ0581364934(NAD 83)
 DR9342
 DR9342                          SUPERSEDED SURVEY CONTROL
 DR9342
 DR9342.No superseded survey control is available for this station.
 DR9342
 DR9342_MARKER: I = METAL ROD
 DR9342_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DR9342_STAMPING: 0712 AG RESET 2022
 DR9342_MARK LOGO: MNDT
 DR9342_PROJECTION: FLUSH
 DR9342_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DR9342_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DR9342_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DR9342+SATELLITE: SATELLITE OBSERVATIONS - September 20, 2022
 DR9342_ROD/PIPE-DEPTH: 8.83 meters
 DR9342
 DR9342  HISTORY     - Date     Condition        Report By
 DR9342  HISTORY     - 20220920 MONUMENTED       MNDT
 DR9342
 DR9342                          STATION DESCRIPTION
 DR9342
 DR9342'DESCRIBED BY MN DEPT OF TRANSP 2022
 DR9342'THE MARK IS LOCATED ABOUT 5.4 MI (8.7 KM) EAST-NORTHEAST OF WILLOW
 DR9342'CREEK, 5.1 MI (8.2 KM) WEST-NORTHWEST OF STERLING CENTER AND 3.1 MI
 DR9342'(5.0 KM) NORTH-NORTHWEST OF AMBOY.
 DR9342'
 DR9342'TO REACH GO 2.35 MI (3.78 KM) SOUTH ALONG TRUNK HIGHWAY 169 FROM THE
 DR9342'JUNCTION OF TRUNK HIGHWAY 169 AND COUNTY ROAD 10 IN VERNON CENTER, AT
 DR9342'TRUNK HIGHWAY 169 MILE POINT 31.6.
 DR9342'
 DR9342'IT IS 69.5 FT (21.2 M) EAST OF TRUNK HIGHWAY 169, 44.5 FT (13.6 M)
 DR9342'NORTH OF A FIELD ENTRANCE AND 1.5 FT (0.5 M) WEST OF A WITNESS POST.
 DR9342'
 DR9342'NOTE-THE STATION STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER
 DR9342'ALUMINUM ROD DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION
 DR9342'REMOVABLE DISK SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY
 DR9342'A SIX-INCH PVC PIPE BACK FILLED WITH WASHED SAND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DQ5464 ***********************************************************************
 DQ5464  DESIGNATION -  0712 AH
 DQ5464  PID         -  DQ5464
 DQ5464  STATE/COUNTY-  MN/BLUE EARTH
 DQ5464  COUNTRY     -  US
 DQ5464  USGS QUAD   -  AMBOY (2019)
 DQ5464
 DQ5464                         *CURRENT SURVEY CONTROL
 DQ5464  ______________________________________________________________________
 DQ5464* NAD 83(2011) POSITION- 43 56 32.23321(N) 094 10 15.79769(W)   ADJUSTED
 DQ5464* NAD 83(2011) ELLIP HT-   282.041 (meters)        (01/17/18)   ADJUSTED
 DQ5464* NAD 83(2011) EPOCH   -  2010.00
 DQ5464* NAVD 88 ORTHO HEIGHT -   310.234 (meters)     1017.83  (feet) ADJUSTED
 DQ5464  ______________________________________________________________________
 DQ5464  GEOID HEIGHT    -        -28.212 (meters)                     GEOID18
 DQ5464  NAD 83(2011) X  -   -334,587.621 (meters)                     COMP
 DQ5464  NAD 83(2011) Y  - -4,587,947.527 (meters)                     COMP
 DQ5464  NAD 83(2011) Z  -  4,403,672.258 (meters)                     COMP
 DQ5464  LAPLACE CORR    -         -2.68  (seconds)                    DEFLEC18
 DQ5464  DYNAMIC HEIGHT  -        310.180 (meters)     1017.65  (feet) COMP
 DQ5464  MODELED GRAVITY -    980,436.0   (mgal)                       NAVD 88
 DQ5464
 DQ5464  VERT ORDER      -  SECOND    CLASS I
 DQ5464
 DQ5464  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DQ5464  Standards:
 DQ5464         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DQ5464            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DQ5464  -------------------------------------------------------------------
 DQ5464  NETWORK    0.98   1.92           0.45   0.33   0.98      0.05784926
 DQ5464  -------------------------------------------------------------------
 DQ5464  Click here for local accuracies and other accuracy information.
 DQ5464
 DQ5464.The horizontal coordinates were established by GPS observations
 DQ5464.and adjusted by the MN DEPT OF TRANSP in January 2018.
 DQ5464
 DQ5464.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DQ5464.been affixed to the stable North American tectonic plate. See 
 DQ5464.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DQ5464
 DQ5464.The horizontal coordinates are valid at the epoch date displayed above
 DQ5464.which is a decimal equivalence of Year/Month/Day.
 DQ5464
 DQ5464.The orthometric height was determined by differential leveling and
 DQ5464.adjusted by the NATIONAL GEODETIC SURVEY
 DQ5464.in May 2019.
 DQ5464
 DQ5464.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ5464.GEOID18 height accuracy estimate available here.
 DQ5464
 DQ5464.Click photographs - Photos may exist for this station.
 DQ5464
 DQ5464.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DQ5464
 DQ5464.The Laplace correction was computed from DEFLEC18 derived deflections.
 DQ5464
 DQ5464.The ellipsoidal height was determined by GPS observations
 DQ5464.and is referenced to NAD 83.
 DQ5464
 DQ5464.The dynamic height is computed by dividing the NAVD 88
 DQ5464.geopotential number by the normal gravity value computed on the
 DQ5464.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ5464.degrees latitude (g = 980.6199 gals.).
 DQ5464
 DQ5464.The modeled gravity was interpolated from observed gravity values.
 DQ5464
 DQ5464. The following values were computed from the NAD 83(2011) position.
 DQ5464
 DQ5464;                    North         East     Units Scale Factor Converg.
 DQ5464;SPC MN S     -   204,714.031   786,267.475   MT  0.99996935   -0 07 11.6
 DQ5464;SPC MN S     -   671,632.62  2,579,612.54   sFT  0.99996935   -0 07 11.6
 DQ5464;UTM  15      - 4,866,129.328   406,020.499   MT  0.99970863   -0 48 45.7
 DQ5464
 DQ5464!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DQ5464!SPC MN S     -   0.99995578  x   0.99996935  =   0.99992513
 DQ5464!UTM  15      -   0.99995578  x   0.99970863  =   0.99966442
 DQ5464
 DQ5464_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVJ0602066129(NAD 83)
 DQ5464
 DQ5464                          SUPERSEDED SURVEY CONTROL
 DQ5464
 DQ5464.No superseded survey control is available for this station.
 DQ5464
 DQ5464_MARKER: I = METAL ROD
 DQ5464_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DQ5464_STAMPING: 0712 AH 2016
 DQ5464_MARK LOGO: MNDT
 DQ5464_PROJECTION: RECESSED 5 CENTIMETERS
 DQ5464_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DQ5464_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ5464_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ5464+SATELLITE: SATELLITE OBSERVATIONS - September 14, 2022
 DQ5464_ROD/PIPE-DEPTH: 7.3 meters
 DQ5464
 DQ5464  HISTORY     - Date     Condition        Report By
 DQ5464  HISTORY     - 20160606 MONUMENTED       MNDT
 DQ5464  HISTORY     - 20170516 GOOD             MNDT
 DQ5464  HISTORY     - 20220914 GOOD             MNDT
 DQ5464
 DQ5464                          STATION DESCRIPTION
 DQ5464
 DQ5464'DESCRIBED BY MN DEPT OF TRANSP 2016
 DQ5464'THE STATION IS LOCATED ABOUT 5.9 MI (9.5 KM) NORTHEAST OF WILLOW
 DQ5464'CREEK, 5.3 MI (8.5 KM) WEST-NORTHWEST OF STERLING CENTER AND 3.8 MI
 DQ5464'(6.1 KM) NORTH OF AMBOY.
 DQ5464'
 DQ5464'TO REACH THE MARK GO 1.5 MI (2.4 KM) SOUTH ALONG TRUNK HIGHWAY 169
 DQ5464'FROM THE JUNCTION OF TRUNK HIGHWAY 169 AND COUNTY ROAD 10 IN VERNON
 DQ5464'CENTER, AT TRUNK HIGHWAY 169 MILE POINT 32.4.
 DQ5464'
 DQ5464'THE MARK IS LOCATED 119.0 FT (36.3 M) EAST-SOUTHEAST OF TRUNK HIGHWAY
 DQ5464'169, 40.5 FT (12.3 M) NORTH OF COUNTY ROAD 142 (134TH STREET), 109.0
 DQ5464'FT (33.2 M) WEST OF A FIELD ENTRANCE, 1.5 FT (0.5 M) SOUTH OF A
 DQ5464'WITNESS POST.
 DQ5464'
 DQ5464'NOTE-THE STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM ROD
 DQ5464'DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION REMOVABLE DISK
 DQ5464'SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH PVC
 DQ5464'PIPE BACK FILLED WITH WASHED SAND.
 DQ5464
 DQ5464                          STATION RECOVERY (2017)
 DQ5464
 DQ5464'RECOVERY NOTE BY MN DEPT OF TRANSP 2017 (CDS)
 DQ5464'1.4 MILE SOUTH OF VERNON CENTER, 1.5 MILE SOUTH ALONG TRUNK HIGHWAY
 DQ5464'169 FROM THE JUNCTION OF TRUNK HIGHWAY 169 AND COUNTY ROAD 10 IN
 DQ5464'VERNON CENTER, AT TRUNK HIGHWAY 169 MILEPOINT 32.4, 119.0 FEET
 DQ5464'EAST-SOUTHEAST OF TRUNK HIGHWAY 169, 40.5 FEET NORTH OF COUNTY ROAD
 DQ5464'142 (134TH STREET), 109.0 FEET WEST OF A FIELD ENTRANCE, 1.5 FEET
 DQ5464'SOUTH OF A WITNESS POST.
 DQ5464
 DQ5464                          STATION RECOVERY (2022)
 DQ5464
 DQ5464'RECOVERY NOTE BY MN DEPT OF TRANSP 2022 (KMS)
 DQ5464'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DQ5462 ***********************************************************************
 DQ5462  DESIGNATION -  0712 AJ
 DQ5462  PID         -  DQ5462
 DQ5462  STATE/COUNTY-  MN/BLUE EARTH
 DQ5462  COUNTRY     -  US
 DQ5462  USGS QUAD   -  AMBOY (2019)
 DQ5462
 DQ5462                         *CURRENT SURVEY CONTROL
 DQ5462  ______________________________________________________________________
 DQ5462* NAD 83(2011) POSITION- 43 57 20.46228(N) 094 10 17.15716(W)   ADJUSTED
 DQ5462* NAD 83(2011) ELLIP HT-   266.759 (meters)        (01/17/18)   ADJUSTED
 DQ5462* NAD 83(2011) EPOCH   -  2010.00
 DQ5462* NAVD 88 ORTHO HEIGHT -   294.976 (meters)      967.77  (feet) ADJUSTED
 DQ5462  ______________________________________________________________________
 DQ5462  GEOID HEIGHT    -        -28.211 (meters)                     GEOID18
 DQ5462  NAD 83(2011) X  -   -334,541.909 (meters)                     COMP
 DQ5462  NAD 83(2011) Y  - -4,586,903.958 (meters)                     COMP
 DQ5462  NAD 83(2011) Z  -  4,404,733.394 (meters)                     COMP
 DQ5462  LAPLACE CORR    -         -2.53  (seconds)                    DEFLEC18
 DQ5462  DYNAMIC HEIGHT  -        294.925 (meters)      967.60  (feet) COMP
 DQ5462  MODELED GRAVITY -    980,437.0   (mgal)                       NAVD 88
 DQ5462
 DQ5462  VERT ORDER      -  SECOND    CLASS I
 DQ5462
 DQ5462  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DQ5462  Standards:
 DQ5462         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DQ5462            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DQ5462  -------------------------------------------------------------------
 DQ5462  NETWORK    0.99   1.94           0.45   0.35   0.99      0.05298418
 DQ5462  -------------------------------------------------------------------
 DQ5462  Click here for local accuracies and other accuracy information.
 DQ5462
 DQ5462.The horizontal coordinates were established by GPS observations
 DQ5462.and adjusted by the MN DEPT OF TRANSP in January 2018.
 DQ5462
 DQ5462.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DQ5462.been affixed to the stable North American tectonic plate. See 
 DQ5462.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DQ5462
 DQ5462.The horizontal coordinates are valid at the epoch date displayed above
 DQ5462.which is a decimal equivalence of Year/Month/Day.
 DQ5462
 DQ5462.The orthometric height was determined by differential leveling and
 DQ5462.adjusted by the NATIONAL GEODETIC SURVEY
 DQ5462.in May 2019.
 DQ5462
 DQ5462.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ5462.GEOID18 height accuracy estimate available here.
 DQ5462
 DQ5462.Click photographs - Photos may exist for this station.
 DQ5462
 DQ5462.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DQ5462
 DQ5462.The Laplace correction was computed from DEFLEC18 derived deflections.
 DQ5462
 DQ5462.The ellipsoidal height was determined by GPS observations
 DQ5462.and is referenced to NAD 83.
 DQ5462
 DQ5462.The dynamic height is computed by dividing the NAVD 88
 DQ5462.geopotential number by the normal gravity value computed on the
 DQ5462.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ5462.degrees latitude (g = 980.6199 gals.).
 DQ5462
 DQ5462.The modeled gravity was interpolated from observed gravity values.
 DQ5462
 DQ5462. The following values were computed from the NAD 83(2011) position.
 DQ5462
 DQ5462;                    North         East     Units Scale Factor Converg.
 DQ5462;SPC MN S     -   206,202.598   786,240.281   MT  0.99996711   -0 07 12.6
 DQ5462;SPC MN S     -   676,516.36  2,579,523.32   sFT  0.99996711   -0 07 12.6
 DQ5462;UTM  15      - 4,867,617.727   406,011.310   MT  0.99970865   -0 48 47.3
 DQ5462
 DQ5462!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DQ5462!SPC MN S     -   0.99995817  x   0.99996711  =   0.99992528
 DQ5462!UTM  15      -   0.99995817  x   0.99970865  =   0.99966683
 DQ5462
 DQ5462_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVJ0601167617(NAD 83)
 DQ5462
 DQ5462                          SUPERSEDED SURVEY CONTROL
 DQ5462
 DQ5462.No superseded survey control is available for this station.
 DQ5462
 DQ5462_MARKER: I = METAL ROD
 DQ5462_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DQ5462_STAMPING: 0712 AJ 2016
 DQ5462_MARK LOGO: MNDT
 DQ5462_PROJECTION: RECESSED 5 CENTIMETERS
 DQ5462_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DQ5462_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ5462_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ5462+SATELLITE: SATELLITE OBSERVATIONS - September 14, 2022
 DQ5462_ROD/PIPE-DEPTH: 8.5 meters
 DQ5462
 DQ5462  HISTORY     - Date     Condition        Report By
 DQ5462  HISTORY     - 20160606 MONUMENTED       MNDT
 DQ5462  HISTORY     - 20170516 GOOD             MNDT
 DQ5462  HISTORY     - 20220914 GOOD             MNDT
 DQ5462
 DQ5462                          STATION DESCRIPTION
 DQ5462
 DQ5462'DESCRIBED BY MN DEPT OF TRANSP 2016
 DQ5462'THE STATION IS LOCATED ABOUT 6.3 MI (10.1 KM) WEST-SOUTHWEST OF GOOD
 DQ5462'THUNDER, 5.8 MI (9.3 KM) NORTHWEST OF STERLING CENTER AND 4.7 MI (7.6
 DQ5462'KM) NORTH OF AMBOY.
 DQ5462'
 DQ5462'TO REACH THE MARK GO 0.65 MI (1.05 KM) SOUTH ALONG TRUNK HIGHWAY 169
 DQ5462'FROM THE JUNCTION OF TRUNK HIGHWAY 169 AND COUNTY ROAD 10 IN VERNON
 DQ5462'CENTER, AT TRUNK HIGHWAY 169 MILE POINT 33.3.
 DQ5462'
 DQ5462'THE MARK IS LOCATED 90.5 FT (27.6 M) WEST-NORTHWEST OF TRUNK HIGHWAY
 DQ5462'169, 49.0 FT (14.9 M) NORTH-NORTHEAST OF EVERGREEN CIRCLE, 5.0 FT (1.5
 DQ5462'M) WEST OF A WITNESS POST.
 DQ5462'
 DQ5462'NOTE-THE STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM ROD
 DQ5462'DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION REMOVABLE DISK
 DQ5462'SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH PVC
 DQ5462'PIPE BACK FILLED WITH WASHED SAND.
 DQ5462
 DQ5462                          STATION RECOVERY (2017)
 DQ5462
 DQ5462'RECOVERY NOTE BY MN DEPT OF TRANSP 2017 (CDS)
 DQ5462'0.5 MILE SOUTH OF VERNON CENTER, 0.65 MILE SOUTH ALONG TRUNK HIGHWAY
 DQ5462'169 FROM THE JUNCTION OF TRUNK HIGHWAY 169 AND COUNTY ROAD 10 IN
 DQ5462'VERNON CENTER, AT TRUNK HIGHWAY 169 MILEPOINT 33.3, 90.5 FEET
 DQ5462'WEST-NORTHWEST OF TRUNK HIGHWAY 169, 49.0 FEET NORTH-NORTHEAST OF
 DQ5462'EVERGREEN CIRCLE, 5.0 FEET WEST OF A WITNESS POST.
 DQ5462
 DQ5462                          STATION RECOVERY (2022)
 DQ5462
 DQ5462'RECOVERY NOTE BY MN DEPT OF TRANSP 2022 (KMS)
 DQ5462'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DQ5456 ***********************************************************************
 DQ5456  DESIGNATION -  0712 AK
 DQ5456  PID         -  DQ5456
 DQ5456  STATE/COUNTY-  MN/BLUE EARTH
 DQ5456  COUNTRY     -  US
 DQ5456  USGS QUAD   -  AMBOY (2019)
 DQ5456
 DQ5456                         *CURRENT SURVEY CONTROL
 DQ5456  ______________________________________________________________________
 DQ5456* NAD 83(2011) POSITION- 43 59 01.06021(N) 094 10 06.88895(W)   ADJUSTED
 DQ5456* NAD 83(2011) ELLIP HT-   278.802 (meters)        (01/17/18)   ADJUSTED
 DQ5456* NAD 83(2011) EPOCH   -  2010.00
 DQ5456* NAVD 88 ORTHO HEIGHT -   307.021 (meters)     1007.28  (feet) ADJUSTED
 DQ5456  ______________________________________________________________________
 DQ5456  GEOID HEIGHT    -        -28.218 (meters)                     GEOID18
 DQ5456  NAD 83(2011) X  -   -334,157.491 (meters)                     COMP
 DQ5456  NAD 83(2011) Y  - -4,584,779.207 (meters)                     COMP
 DQ5456  NAD 83(2011) Z  -  4,406,976.463 (meters)                     COMP
 DQ5456  LAPLACE CORR    -         -2.34  (seconds)                    DEFLEC18
 DQ5456  DYNAMIC HEIGHT  -        306.968 (meters)     1007.11  (feet) COMP
 DQ5456  MODELED GRAVITY -    980,438.5   (mgal)                       NAVD 88
 DQ5456
 DQ5456  VERT ORDER      -  SECOND    CLASS I
 DQ5456
 DQ5456  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DQ5456  Standards:
 DQ5456         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DQ5456            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DQ5456  -------------------------------------------------------------------
 DQ5456  NETWORK    1.03   2.04           0.47   0.36   1.04      0.07183907
 DQ5456  -------------------------------------------------------------------
 DQ5456  Click here for local accuracies and other accuracy information.
 DQ5456
 DQ5456.The horizontal coordinates were established by GPS observations
 DQ5456.and adjusted by the MN DEPT OF TRANSP in January 2018.
 DQ5456
 DQ5456.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DQ5456.been affixed to the stable North American tectonic plate. See 
 DQ5456.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DQ5456
 DQ5456.The horizontal coordinates are valid at the epoch date displayed above
 DQ5456.which is a decimal equivalence of Year/Month/Day.
 DQ5456
 DQ5456.The orthometric height was determined by differential leveling and
 DQ5456.adjusted by the NATIONAL GEODETIC SURVEY
 DQ5456.in May 2019.
 DQ5456
 DQ5456.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ5456.GEOID18 height accuracy estimate available here.
 DQ5456
 DQ5456.Click photographs - Photos may exist for this station.
 DQ5456
 DQ5456.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DQ5456
 DQ5456.The Laplace correction was computed from DEFLEC18 derived deflections.
 DQ5456
 DQ5456.The ellipsoidal height was determined by GPS observations
 DQ5456.and is referenced to NAD 83.
 DQ5456
 DQ5456.The dynamic height is computed by dividing the NAVD 88
 DQ5456.geopotential number by the normal gravity value computed on the
 DQ5456.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ5456.degrees latitude (g = 980.6199 gals.).
 DQ5456
 DQ5456.The modeled gravity was interpolated from observed gravity values.
 DQ5456
 DQ5456. The following values were computed from the NAD 83(2011) position.
 DQ5456
 DQ5456;                    North         East     Units Scale Factor Converg.
 DQ5456;SPC MN S     -   209,306.895   786,475.616   MT  0.99996262   -0 07 05.4
 DQ5456;SPC MN S     -   686,701.04  2,580,295.42   sFT  0.99996262   -0 07 05.4
 DQ5456;UTM  15      - 4,870,718.155   406,284.115   MT  0.99970802   -0 48 41.7
 DQ5456
 DQ5456!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DQ5456!SPC MN S     -   0.99995628  x   0.99996262  =   0.99991891
 DQ5456!UTM  15      -   0.99995628  x   0.99970802  =   0.99966432
 DQ5456
 DQ5456_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVJ0628470718(NAD 83)
 DQ5456
 DQ5456                          SUPERSEDED SURVEY CONTROL
 DQ5456
 DQ5456.No superseded survey control is available for this station.
 DQ5456
 DQ5456_MARKER: I = METAL ROD
 DQ5456_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DQ5456_STAMPING: 0712 AK 2016
 DQ5456_MARK LOGO: MNDT
 DQ5456_PROJECTION: RECESSED 5 CENTIMETERS
 DQ5456_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DQ5456_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ5456_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ5456+SATELLITE: SATELLITE OBSERVATIONS - September 14, 2022
 DQ5456_ROD/PIPE-DEPTH: 6.7 meters
 DQ5456
 DQ5456  HISTORY     - Date     Condition        Report By
 DQ5456  HISTORY     - 20160606 MONUMENTED       MNDT
 DQ5456  HISTORY     - 20170516 GOOD             MNDT
 DQ5456  HISTORY     - 20220914 GOOD             MNDT
 DQ5456
 DQ5456                          STATION DESCRIPTION
 DQ5456
 DQ5456'DESCRIBED BY MN DEPT OF TRANSP 2016
 DQ5456'THE MARK IS LOCATED ABOUT 1.4 MI (2.3 KM) NORTH OF VERNON CENTER.
 DQ5456'
 DQ5456'TO REACH THE MARK GO 1.4 MI (2.3 KM) NORTH ALONG TRUNK HIGHWAY 169
 DQ5456'FROM THE JUNCTION OF TRUNK HIGHWAY 169 AND COUNTY ROAD 10 IN VERNON
 DQ5456'CENTER, AT TRUNK HIGHWAY 169 MILE POINT 35.3.
 DQ5456'
 DQ5456'THE MARK IS LOCATED 68.0 FT (20.7 M) EAST OF TRUNK HIGHWAY 169, 141.0
 DQ5456'FT (43.0 M) NORTH OF A FIELD ENTRANCE, 1.5 FT (0.5 M) WEST OF A
 DQ5456'WITNESS POST.
 DQ5456'
 DQ5456'NOTE -THE STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM ROD
 DQ5456'DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION REMOVABLE DISK
 DQ5456'SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH PVC
 DQ5456'PIPE BACK FILLED WITH WASHED SAND.
 DQ5456
 DQ5456                          STATION RECOVERY (2017)
 DQ5456
 DQ5456'RECOVERY NOTE BY MN DEPT OF TRANSP 2017 (CDS)
 DQ5456'1.4 MILE NORTH OF VERNON CENTER, 1.4 MILE NORTH ALONG TRUNK HIGHWAY
 DQ5456'169 FROM THE JUNCTION OF TRUNK HIGHWAY 169 AND COUNTY ROAD 10 IN
 DQ5456'VERNON CENTER, AT TRUNK HIGHWAY 169 MILEPOINT 35.3, 68.0 FEET EAST OF
 DQ5456'TRUNK HIGHWAY 169, 141.0 FEET NORTH OF A FIELD ENTRANCE, 1.5 FEET WEST
 DQ5456'OF A WITNESS POST.
 DQ5456
 DQ5456                          STATION RECOVERY (2022)
 DQ5456
 DQ5456'RECOVERY NOTE BY MN DEPT OF TRANSP 2022 (KMS)
 DQ5456'1.4 MI (2.3 KM) NORTH OF VERNON CENTER, 1.4 MI (2.3 KM) NORTH ALONG
 DQ5456'TRUNK HIGHWAY 169 FROM THE JUNCTION OF TRUNK HIGHWAY 169 AND COUNTY
 DQ5456'ROAD 10 IN VERNON CENTER, AT TRUNK HIGHWAY 169 MILE POINT 35.3, 68.0
 DQ5456'FT (20.7 M) EAST OF TRUNK HIGHWAY 169, 141.0 FT (43.0 M) NORTH OF A
 DQ5456'FIELD ENTRANCE, 1.5 FT (0.5 M) WEST OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DQ5454 ***********************************************************************
 DQ5454  DESIGNATION -  0712 AL
 DQ5454  PID         -  DQ5454
 DQ5454  STATE/COUNTY-  MN/BLUE EARTH
 DQ5454  COUNTRY     -  US
 DQ5454  USGS QUAD   -  AMBOY (2019)
 DQ5454
 DQ5454                         *CURRENT SURVEY CONTROL
 DQ5454  ______________________________________________________________________
 DQ5454* NAD 83(2011) POSITION- 43 59 48.44250(N) 094 10 07.92245(W)   ADJUSTED
 DQ5454* NAD 83(2011) ELLIP HT-   276.169 (meters)        (01/17/18)   ADJUSTED
 DQ5454* NAD 83(2011) EPOCH   -  2010.00
 DQ5454* NAVD 88 ORTHO HEIGHT -   304.366 (meters)      998.57  (feet) ADJUSTED
 DQ5454  ______________________________________________________________________
 DQ5454  GEOID HEIGHT    -        -28.223 (meters)                     GEOID18
 DQ5454  NAD 83(2011) X  -   -334,106.484 (meters)                     COMP
 DQ5454  NAD 83(2011) Y  - -4,583,762.578 (meters)                     COMP
 DQ5454  NAD 83(2011) Z  -  4,408,026.837 (meters)                     COMP
 DQ5454  LAPLACE CORR    -         -2.27  (seconds)                    DEFLEC18
 DQ5454  DYNAMIC HEIGHT  -        304.313 (meters)      998.40  (feet) COMP
 DQ5454  MODELED GRAVITY -    980,438.9   (mgal)                       NAVD 88
 DQ5454
 DQ5454  VERT ORDER      -  SECOND    CLASS I
 DQ5454
 DQ5454  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DQ5454  Standards:
 DQ5454         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DQ5454            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DQ5454  -------------------------------------------------------------------
 DQ5454  NETWORK    1.02   1.94           0.46   0.36   0.99      0.05395130
 DQ5454  -------------------------------------------------------------------
 DQ5454  Click here for local accuracies and other accuracy information.
 DQ5454
 DQ5454.The horizontal coordinates were established by GPS observations
 DQ5454.and adjusted by the MN DEPT OF TRANSP in January 2018.
 DQ5454
 DQ5454.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DQ5454.been affixed to the stable North American tectonic plate. See 
 DQ5454.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DQ5454
 DQ5454.The horizontal coordinates are valid at the epoch date displayed above
 DQ5454.which is a decimal equivalence of Year/Month/Day.
 DQ5454
 DQ5454.The orthometric height was determined by differential leveling and
 DQ5454.adjusted by the NATIONAL GEODETIC SURVEY
 DQ5454.in May 2019.
 DQ5454
 DQ5454.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ5454.GEOID18 height accuracy estimate available here.
 DQ5454
 DQ5454.Click photographs - Photos may exist for this station.
 DQ5454
 DQ5454.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DQ5454
 DQ5454.The Laplace correction was computed from DEFLEC18 derived deflections.
 DQ5454
 DQ5454.The ellipsoidal height was determined by GPS observations
 DQ5454.and is referenced to NAD 83.
 DQ5454
 DQ5454.The dynamic height is computed by dividing the NAVD 88
 DQ5454.geopotential number by the normal gravity value computed on the
 DQ5454.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ5454.degrees latitude (g = 980.6199 gals.).
 DQ5454
 DQ5454.The modeled gravity was interpolated from observed gravity values.
 DQ5454
 DQ5454. The following values were computed from the NAD 83(2011) position.
 DQ5454
 DQ5454;                    North         East     Units Scale Factor Converg.
 DQ5454;SPC MN S     -   210,769.312   786,455.606   MT  0.99996059   -0 07 06.1
 DQ5454;SPC MN S     -   691,498.98  2,580,229.77   sFT  0.99996059   -0 07 06.1
 DQ5454;UTM  15      - 4,872,180.336   406,281.808   MT  0.99970802   -0 48 43.1
 DQ5454
 DQ5454!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DQ5454!SPC MN S     -   0.99995670  x   0.99996059  =   0.99991729
 DQ5454!UTM  15      -   0.99995670  x   0.99970802  =   0.99966473
 DQ5454
 DQ5454_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVJ0628172180(NAD 83)
 DQ5454
 DQ5454                          SUPERSEDED SURVEY CONTROL
 DQ5454
 DQ5454.No superseded survey control is available for this station.
 DQ5454
 DQ5454_MARKER: I = METAL ROD
 DQ5454_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DQ5454_STAMPING: 0712 AL 2016
 DQ5454_MARK LOGO: MNDT
 DQ5454_PROJECTION: RECESSED 5 CENTIMETERS
 DQ5454_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DQ5454_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ5454_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ5454+SATELLITE: SATELLITE OBSERVATIONS - September 14, 2022
 DQ5454_ROD/PIPE-DEPTH: 8.5 meters
 DQ5454
 DQ5454  HISTORY     - Date     Condition        Report By
 DQ5454  HISTORY     - 20160606 MONUMENTED       MNDT
 DQ5454  HISTORY     - 20170516 GOOD             MNDT
 DQ5454  HISTORY     - 20220914 GOOD             MNDT
 DQ5454
 DQ5454                          STATION DESCRIPTION
 DQ5454
 DQ5454'DESCRIBED BY MN DEPT OF TRANSP 2016
 DQ5454'THE MARK IS LOCATED ABOUT 2.4 MI (3.9 KM) NORTH OF VERNON CENTER.
 DQ5454'
 DQ5454'TO REACH THE MARK GO 2.3 MI (3.7 KM) NORTH ALONG TRUNK HIGHWAY 169
 DQ5454'FROM THE JUNCTION OF TRUNK HIGHWAY 169 AND COUNTY ROAD 10 IN VERNON
 DQ5454'CENTER, AT TRUNK HIGHWAY 169 MILE POINT 36.2.
 DQ5454'
 DQ5454'THE MARK IS LOCATED 63.5 FT (19.4 M) EAST OF TRUNK HIGHWAY 169, 1.5 FT
 DQ5454'(0.5 M) WEST OF A WITNESS POST.
 DQ5454'
 DQ5454'NOTE-THE STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM ROD
 DQ5454'DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION REMOVABLE DISK
 DQ5454'SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH PVC
 DQ5454'PIPE BACK FILLED WITH WASHED SAND.
 DQ5454
 DQ5454                          STATION RECOVERY (2017)
 DQ5454
 DQ5454'RECOVERY NOTE BY MN DEPT OF TRANSP 2017 (CDS)
 DQ5454'2.4 MILES NORTH OF VERNON CENTER, 2.3 MILES NORTH ALONG TRUNK HIGHWAY
 DQ5454'169 FROM THE JUNCTION OF TRUNK HIGHWAY 169 AND COUNTY ROAD 10 IN
 DQ5454'VERNON CENTER, AT TRUNK HIGHWAY 169 MILEPOINT 36.2, 63.5 FEET EAST OF
 DQ5454'TRUNK HIGHWAY 169, 1.5 FEET WEST OF A WITNESS POST.
 DQ5454
 DQ5454                          STATION RECOVERY (2022)
 DQ5454
 DQ5454'RECOVERY NOTE BY MN DEPT OF TRANSP 2022 (KMS)
 DQ5454'2.4 MI (3.9 KM) NORTH OF VERNON CENTER, 2.3 MI (3.7 KM) NORTH ALONG
 DQ5454'TRUNK HIGHWAY 169 FROM THE JUNCTION OF TRUNK HIGHWAY 169 AND COUNTY
 DQ5454'ROAD 10 IN VERNON CENTER, AT TRUNK HIGHWAY 169 MILE POINT 36.2, 63.5
 DQ5454'FT (19.4 M) EAST OF TRUNK HIGHWAY 169, 1.5 FT (0.5 M) WEST OF A
 DQ5454'WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DQ5453 ***********************************************************************
 DQ5453  DESIGNATION -  0712 AM
 DQ5453  PID         -  DQ5453
 DQ5453  STATE/COUNTY-  MN/BLUE EARTH
 DQ5453  COUNTRY     -  US
 DQ5453  USGS QUAD   -  LAKE CRYSTAL (2019)
 DQ5453
 DQ5453                         *CURRENT SURVEY CONTROL
 DQ5453  ______________________________________________________________________
 DQ5453* NAD 83(2011) POSITION- 44 00 31.06433(N) 094 10 15.45574(W)   ADJUSTED
 DQ5453* NAD 83(2011) ELLIP HT-   274.712 (meters)        (01/17/18)   ADJUSTED
 DQ5453* NAD 83(2011) EPOCH   -  2010.00
 DQ5453* NAVD 88 ORTHO HEIGHT -   302.939 (meters)      993.89  (feet) ADJUSTED
 DQ5453  ______________________________________________________________________
 DQ5453  GEOID HEIGHT    -        -28.227 (meters)                     GEOID18
 DQ5453  NAD 83(2011) X  -   -334,207.346 (meters)                     COMP
 DQ5453  NAD 83(2011) Y  - -4,582,837.839 (meters)                     COMP
 DQ5453  NAD 83(2011) Z  -  4,408,972.116 (meters)                     COMP
 DQ5453  LAPLACE CORR    -         -2.23  (seconds)                    DEFLEC18
 DQ5453  DYNAMIC HEIGHT  -        302.886 (meters)      993.72  (feet) COMP
 DQ5453  MODELED GRAVITY -    980,435.2   (mgal)                       NAVD 88
 DQ5453
 DQ5453  VERT ORDER      -  SECOND    CLASS I
 DQ5453
 DQ5453  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DQ5453  Standards:
 DQ5453         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DQ5453            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DQ5453  -------------------------------------------------------------------
 DQ5453  NETWORK    1.28   2.43           0.57   0.47   1.24     -0.09179896
 DQ5453  -------------------------------------------------------------------
 DQ5453  Click here for local accuracies and other accuracy information.
 DQ5453
 DQ5453.The horizontal coordinates were established by GPS observations
 DQ5453.and adjusted by the MN DEPT OF TRANSP in January 2018.
 DQ5453
 DQ5453.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DQ5453.been affixed to the stable North American tectonic plate. See 
 DQ5453.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DQ5453
 DQ5453.The horizontal coordinates are valid at the epoch date displayed above
 DQ5453.which is a decimal equivalence of Year/Month/Day.
 DQ5453
 DQ5453.The orthometric height was determined by differential leveling and
 DQ5453.adjusted by the NATIONAL GEODETIC SURVEY
 DQ5453.in May 2019.
 DQ5453
 DQ5453.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ5453.GEOID18 height accuracy estimate available here.
 DQ5453
 DQ5453.Click photographs - Photos may exist for this station.
 DQ5453
 DQ5453.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DQ5453
 DQ5453.The Laplace correction was computed from DEFLEC18 derived deflections.
 DQ5453
 DQ5453.The ellipsoidal height was determined by GPS observations
 DQ5453.and is referenced to NAD 83.
 DQ5453
 DQ5453.The dynamic height is computed by dividing the NAVD 88
 DQ5453.geopotential number by the normal gravity value computed on the
 DQ5453.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ5453.degrees latitude (g = 980.6199 gals.).
 DQ5453
 DQ5453.The modeled gravity was interpolated from observed gravity values.
 DQ5453
 DQ5453. The following values were computed from the NAD 83(2011) position.
 DQ5453
 DQ5453;                    North         East     Units Scale Factor Converg.
 DQ5453;SPC MN S     -   212,085.108   786,290.517   MT  0.99995880   -0 07 11.4
 DQ5453;SPC MN S     -   695,815.89  2,579,688.14   sFT  0.99995880   -0 07 11.4
 DQ5453;UTM  15      - 4,873,497.703   406,132.699   MT  0.99970837   -0 48 49.0
 DQ5453
 DQ5453!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DQ5453!SPC MN S     -   0.99995693  x   0.99995880  =   0.99991573
 DQ5453!UTM  15      -   0.99995693  x   0.99970837  =   0.99966531
 DQ5453
 DQ5453_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVJ0613273497(NAD 83)
 DQ5453
 DQ5453                          SUPERSEDED SURVEY CONTROL
 DQ5453
 DQ5453.No superseded survey control is available for this station.
 DQ5453
 DQ5453_MARKER: I = METAL ROD
 DQ5453_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DQ5453_STAMPING: 0712 AM 2016
 DQ5453_MARK LOGO: MNDT
 DQ5453_PROJECTION: RECESSED 5 CENTIMETERS
 DQ5453_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DQ5453_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ5453_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ5453+SATELLITE: SATELLITE OBSERVATIONS - September 14, 2022
 DQ5453_ROD/PIPE-DEPTH: 8.5 meters
 DQ5453
 DQ5453  HISTORY     - Date     Condition        Report By
 DQ5453  HISTORY     - 20160602 MONUMENTED       MNDT
 DQ5453  HISTORY     - 20170516 GOOD             MNDT
 DQ5453  HISTORY     - 20220914 GOOD             MNDT
 DQ5453
 DQ5453                          STATION DESCRIPTION
 DQ5453
 DQ5453'DESCRIBED BY MN DEPT OF TRANSP 2016
 DQ5453'THE MARK IS LOCATED ABOUT 3.1 MI (5.0 KM) NORTH OF VERNON CENTER.
 DQ5453'
 DQ5453'TO REACH THE MARK GO 3.1 MI (5.0 KM) NORTH ALONG TRUNK HIGHWAY 169
 DQ5453'FROM THE JUNCTION OF TRUNK HIGHWAY 169 AND COUNTY ROAD 10 IN VERNON
 DQ5453'CENTER, AT TRUNK HIGHWAY MILE POINT 37.0.
 DQ5453'
 DQ5453'THE MARK IS LOCATED 72.5 FT (22.1 M) EAST OF TRUNK HIGHWAY 169, 76.5
 DQ5453'FT (23.3 M) SOUTH OF A FIELD ENTRANCE, 1.5 FT (0.5 M) NORTH OF A
 DQ5453'WITNESS POST.
 DQ5453'
 DQ5453'NOTE-THE STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM ROD
 DQ5453'DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION REMOVABLE DISK
 DQ5453'SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH PVC
 DQ5453'PIPE BACK FILLED WITH WASHED SAND.
 DQ5453
 DQ5453                          STATION RECOVERY (2017)
 DQ5453
 DQ5453'RECOVERY NOTE BY MN DEPT OF TRANSP 2017 (ASL)
 DQ5453'3.1 MILE NORTH OF VERNON CENTER, 3.1 MILE NORTH ALONG TRUNK HIGHWAY
 DQ5453'169 FROM THE JUNCTION OF TRUNK HIGHWAY 169 AND COUNTY ROAD 10 IN
 DQ5453'VERNON CENTER, AT TRUNK HIGHWAY MILEPOINT 37.0, 72.5 FEET EAST OF
 DQ5453'TRUNK HIGHWAY 169, 76.5 FEET SOUTH OF A FIELD ENTRANCE, 1.5 FEET NORTH
 DQ5453'OF A WITNESS POST.
 DQ5453
 DQ5453                          STATION RECOVERY (2022)
 DQ5453
 DQ5453'RECOVERY NOTE BY MN DEPT OF TRANSP 2022 (KMS)
 DQ5453'3.1 MI (5.0 KM) NORTH OF VERNON CENTER, 3.1 MI (5.0 KM) NORTH ALONG
 DQ5453'TRUNK HIGHWAY 169 FROM THE JUNCTION OF TRUNK HIGHWAY 169 AND COUNTY
 DQ5453'ROAD 10 IN VERNON CENTER, AT TRUNK HIGHWAY MILE POINT 37.0, 72.5 FT
 DQ5453'(22.1 M) EAST OF TRUNK HIGHWAY 169, 76.5 FT (23.3 M) SOUTH OF A FIELD
 DQ5453'ENTRANCE, 1.5 FT (0.5 M) NORTH OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DQ5450 ***********************************************************************
 DQ5450  DESIGNATION -  0712 AN
 DQ5450  PID         -  DQ5450
 DQ5450  STATE/COUNTY-  MN/BLUE EARTH
 DQ5450  COUNTRY     -  US
 DQ5450  USGS QUAD   -  LAKE CRYSTAL (2019)
 DQ5450
 DQ5450                         *CURRENT SURVEY CONTROL
 DQ5450  ______________________________________________________________________
 DQ5450* NAD 83(2011) POSITION- 44 02 51.81347(N) 094 10 20.05688(W)   ADJUSTED
 DQ5450* NAD 83(2011) ELLIP HT-   251.802 (meters)        (01/17/18)   ADJUSTED
 DQ5450* NAD 83(2011) EPOCH   -  2010.00
 DQ5450* NAVD 88 ORTHO HEIGHT -   280.055 (meters)      918.81  (feet) ADJUSTED
 DQ5450  ______________________________________________________________________
 DQ5450  GEOID HEIGHT    -        -28.244 (meters)                     GEOID18
 DQ5450  NAD 83(2011) X  -   -334,088.702 (meters)                     COMP
 DQ5450  NAD 83(2011) Y  - -4,579,802.577 (meters)                     COMP
 DQ5450  NAD 83(2011) Z  -  4,412,079.776 (meters)                     COMP
 DQ5450  LAPLACE CORR    -         -1.58  (seconds)                    DEFLEC18
 DQ5450  DYNAMIC HEIGHT  -        280.006 (meters)      918.65  (feet) COMP
 DQ5450  MODELED GRAVITY -    980,437.9   (mgal)                       NAVD 88
 DQ5450
 DQ5450  VERT ORDER      -  SECOND    CLASS I
 DQ5450
 DQ5450  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DQ5450  Standards:
 DQ5450         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DQ5450            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DQ5450  -------------------------------------------------------------------
 DQ5450  NETWORK    1.16   2.27           0.51   0.43   1.16     -0.09970204
 DQ5450  -------------------------------------------------------------------
 DQ5450  Click here for local accuracies and other accuracy information.
 DQ5450
 DQ5450.The horizontal coordinates were established by GPS observations
 DQ5450.and adjusted by the MN DEPT OF TRANSP in January 2018.
 DQ5450
 DQ5450.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DQ5450.been affixed to the stable North American tectonic plate. See 
 DQ5450.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DQ5450
 DQ5450.The horizontal coordinates are valid at the epoch date displayed above
 DQ5450.which is a decimal equivalence of Year/Month/Day.
 DQ5450
 DQ5450.The orthometric height was determined by differential leveling and
 DQ5450.adjusted by the NATIONAL GEODETIC SURVEY
 DQ5450.in May 2019.
 DQ5450
 DQ5450.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ5450.GEOID18 height accuracy estimate available here.
 DQ5450
 DQ5450.Click photographs - Photos may exist for this station.
 DQ5450
 DQ5450.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DQ5450
 DQ5450.The Laplace correction was computed from DEFLEC18 derived deflections.
 DQ5450
 DQ5450.The ellipsoidal height was determined by GPS observations
 DQ5450.and is referenced to NAD 83.
 DQ5450
 DQ5450.The dynamic height is computed by dividing the NAVD 88
 DQ5450.geopotential number by the normal gravity value computed on the
 DQ5450.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ5450.degrees latitude (g = 980.6199 gals.).
 DQ5450
 DQ5450.The modeled gravity was interpolated from observed gravity values.
 DQ5450
 DQ5450. The following values were computed from the NAD 83(2011) position.
 DQ5450
 DQ5450;                    North         East     Units Scale Factor Converg.
 DQ5450;SPC MN S     -   216,429.297   786,197.179   MT  0.99995321   -0 07 14.6
 DQ5450;SPC MN S     -   710,068.45  2,579,381.91   sFT  0.99995321   -0 07 14.6
 DQ5450;UTM  15      - 4,877,841.628   406,092.000   MT  0.99970846   -0 48 54.2
 DQ5450
 DQ5450!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DQ5450!SPC MN S     -   0.99996052  x   0.99995321  =   0.99991373
 DQ5450!UTM  15      -   0.99996052  x   0.99970846  =   0.99966899
 DQ5450
 DQ5450_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVJ0609177841(NAD 83)
 DQ5450
 DQ5450                          SUPERSEDED SURVEY CONTROL
 DQ5450
 DQ5450.No superseded survey control is available for this station.
 DQ5450
 DQ5450_MARKER: I = METAL ROD
 DQ5450_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DQ5450_STAMPING: 0712 AN 2016
 DQ5450_MARK LOGO: MNDT
 DQ5450_PROJECTION: RECESSED 5 CENTIMETERS
 DQ5450_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DQ5450_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ5450_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ5450+SATELLITE: SATELLITE OBSERVATIONS - September 14, 2022
 DQ5450_ROD/PIPE-DEPTH: 5.2 meters
 DQ5450
 DQ5450  HISTORY     - Date     Condition        Report By
 DQ5450  HISTORY     - 20160602 MONUMENTED       MNDT
 DQ5450  HISTORY     - 20170516 GOOD             MNDT
 DQ5450  HISTORY     - 20220914 GOOD             MNDT
 DQ5450
 DQ5450                          STATION DESCRIPTION
 DQ5450
 DQ5450'DESCRIBED BY MN DEPT OF TRANSP 2016
 DQ5450'THE STATION IS LOCATED ABOUT 9.5 MI (15.3 KM) EAST-SOUTHEAST OF PERTH,
 DQ5450'6.1 MI (9.8 KM) WEST-NORTHWEST OF GOOD THUNDER AND 4.6 MI (7.4 KM)
 DQ5450'SOUTH-SOUTHEAST OF LAKE CRYSTAL.
 DQ5450'
 DQ5450'TO REACH THE MARK AT THE JUNCTION OF TRUNK HIGHWAY 169 AND COUNTY ROAD
 DQ5450'13/COUNTY ROAD 38 IN GARDEN CITY, AT TRUNK HIGHWAY 169 MILE POINT
 DQ5450'39.95.
 DQ5450'
 DQ5450'THE MARK IS LOCATED 41.5 FT (12.6 M) WEST OF TRUNK HIGHWAY 169
 DQ5450'SOUTHBOUND, 146.5 FT (44.7 M) NORTH OF COUNTY ROAD 13 (WASHINGTON
 DQ5450'STREET), 1.5 FT (0.5 M) EAST OF A WITNESS POST.
 DQ5450'
 DQ5450'NOTE-THE STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM ROD
 DQ5450'DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION REMOVABLE DISK
 DQ5450'SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH PVC
 DQ5450'PIPE BACK FILLED WITH WASHED SAND.
 DQ5450
 DQ5450                          STATION RECOVERY (2017)
 DQ5450
 DQ5450'RECOVERY NOTE BY MN DEPT OF TRANSP 2017 (CDS)
 DQ5450'IN GARDEN CITY, AT THE JUNCTION OF TRUNK HIGHWAY 169 AND COUNTY ROAD
 DQ5450'13/COUNTY ROAD 38 IN GARDEN CITY, AT TRUNK HIGHWAY 169 MILEPOINT
 DQ5450'39.95, 41.5 FEET WEST OF TRUNK HIGHWAY 169 SOUTHBOUND, 146.5 FEET
 DQ5450'NORTH OF COUNTY ROAD 13 (WASHINGTON STREET), 1.5 FEET EAST OF A
 DQ5450'WITNESS POST.
 DQ5450
 DQ5450                          STATION RECOVERY (2022)
 DQ5450
 DQ5450'RECOVERY NOTE BY MN DEPT OF TRANSP 2022 (KMS)
 DQ5450'IN GARDEN CITY, AT THE JUNCTION OF TRUNK HIGHWAY 169 AND COUNTY ROAD
 DQ5450'13/COUNTY ROAD 38 IN GARDEN CITY, AT TRUNK HIGHWAY 169 MILE POINT
 DQ5450'39.95, 41.5 FT (12.6 M) WEST OF TRUNK HIGHWAY 169 SOUTHBOUND, 146.5 FT
 DQ5450'(44.7 M) NORTH OF COUNTY ROAD 13 (WASHINGTON STREET), 1.5 FT (0.5 M)
 DQ5450'EAST OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DQ5448 ***********************************************************************
 DQ5448  DESIGNATION -  0712 AP
 DQ5448  PID         -  DQ5448
 DQ5448  STATE/COUNTY-  MN/BLUE EARTH
 DQ5448  COUNTRY     -  US
 DQ5448  USGS QUAD   -  LAKE CRYSTAL (2019)
 DQ5448
 DQ5448                         *CURRENT SURVEY CONTROL
 DQ5448  ______________________________________________________________________
 DQ5448* NAD 83(2011) POSITION- 44 03 26.17069(N) 094 09 56.63556(W)   ADJUSTED
 DQ5448* NAD 83(2011) ELLIP HT-   270.987 (meters)        (01/17/18)   ADJUSTED
 DQ5448* NAD 83(2011) EPOCH   -  2010.00
 DQ5448* NAVD 88 ORTHO HEIGHT -   299.234 (meters)      981.74  (feet) ADJUSTED
 DQ5448  ______________________________________________________________________
 DQ5448  GEOID HEIGHT    -        -28.247 (meters)                     GEOID18
 DQ5448  NAD 83(2011) X  -   -333,516.103 (meters)                     COMP
 DQ5448  NAD 83(2011) Y  - -4,579,118.819 (meters)                     COMP
 DQ5448  NAD 83(2011) Z  -  4,412,855.280 (meters)                     COMP
 DQ5448  LAPLACE CORR    -         -1.28  (seconds)                    DEFLEC18
 DQ5448  DYNAMIC HEIGHT  -        299.183 (meters)      981.57  (feet) COMP
 DQ5448  MODELED GRAVITY -    980,439.4   (mgal)                       NAVD 88
 DQ5448
 DQ5448  VERT ORDER      -  SECOND    CLASS I
 DQ5448
 DQ5448  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DQ5448  Standards:
 DQ5448         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DQ5448            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DQ5448  -------------------------------------------------------------------
 DQ5448  NETWORK    0.99   2.06           0.44   0.36   1.05      0.03912261
 DQ5448  -------------------------------------------------------------------
 DQ5448  Click here for local accuracies and other accuracy information.
 DQ5448
 DQ5448.The horizontal coordinates were established by GPS observations
 DQ5448.and adjusted by the MN DEPT OF TRANSP in January 2018.
 DQ5448
 DQ5448.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DQ5448.been affixed to the stable North American tectonic plate. See 
 DQ5448.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DQ5448
 DQ5448.The horizontal coordinates are valid at the epoch date displayed above
 DQ5448.which is a decimal equivalence of Year/Month/Day.
 DQ5448
 DQ5448.The orthometric height was determined by differential leveling and
 DQ5448.adjusted by the NATIONAL GEODETIC SURVEY
 DQ5448.in May 2019.
 DQ5448
 DQ5448.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ5448.GEOID18 height accuracy estimate available here.
 DQ5448
 DQ5448.Click photographs - Photos may exist for this station.
 DQ5448
 DQ5448.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DQ5448
 DQ5448.The Laplace correction was computed from DEFLEC18 derived deflections.
 DQ5448
 DQ5448.The ellipsoidal height was determined by GPS observations
 DQ5448.and is referenced to NAD 83.
 DQ5448
 DQ5448.The dynamic height is computed by dividing the NAVD 88
 DQ5448.geopotential number by the normal gravity value computed on the
 DQ5448.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ5448.degrees latitude (g = 980.6199 gals.).
 DQ5448
 DQ5448.The modeled gravity was interpolated from observed gravity values.
 DQ5448
 DQ5448. The following values were computed from the NAD 83(2011) position.
 DQ5448
 DQ5448;                    North         East     Units Scale Factor Converg.
 DQ5448;SPC MN S     -   217,488.595   786,720.700   MT  0.99995191   -0 06 58.2
 DQ5448;SPC MN S     -   713,543.83  2,581,099.50   sFT  0.99995191   -0 06 58.2
 DQ5448;UTM  15      - 4,878,894.246   406,628.190   MT  0.99970722   -0 48 38.5
 DQ5448
 DQ5448!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DQ5448!SPC MN S     -   0.99995751  x   0.99995191  =   0.99990942
 DQ5448!UTM  15      -   0.99995751  x   0.99970722  =   0.99966474
 DQ5448
 DQ5448_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVJ0662878894(NAD 83)
 DQ5448
 DQ5448                          SUPERSEDED SURVEY CONTROL
 DQ5448
 DQ5448.No superseded survey control is available for this station.
 DQ5448
 DQ5448_MARKER: I = METAL ROD
 DQ5448_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DQ5448_STAMPING: 0712 AP 2016
 DQ5448_MARK LOGO: MNDT
 DQ5448_PROJECTION: RECESSED 5 CENTIMETERS
 DQ5448_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DQ5448_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ5448_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ5448+SATELLITE: SATELLITE OBSERVATIONS - September 19, 2022
 DQ5448_ROD/PIPE-DEPTH: 6.1 meters
 DQ5448
 DQ5448  HISTORY     - Date     Condition        Report By
 DQ5448  HISTORY     - 20160606 MONUMENTED       MNDT
 DQ5448  HISTORY     - 20170516 GOOD             MNDT
 DQ5448  HISTORY     - 20220919 GOOD             MNDT
 DQ5448
 DQ5448                          STATION DESCRIPTION
 DQ5448
 DQ5448'DESCRIBED BY MN DEPT OF TRANSP 2016
 DQ5448'THE MARK IS LOCATED ABOUT 0.7 MI (1.1 KM) NORTH OF GARDEN CITY.
 DQ5448'
 DQ5448'TO REACH THE MARK GO 0.8 MI (1.3 KM) NORTH ALONG TRUNK HIGHWAY 169
 DQ5448'FROM THE JUNCTION OF TRUNK HIGHWAY 169 AND COUNTY ROAD 13/38 IN GARDEN
 DQ5448'CITY, AT TRUNK HIGHWAY 169 MILE POINT 40.7.
 DQ5448'
 DQ5448'THE MARK IS LOCATED 99.6 FT (30.4 M) EAST-SOUTHEAST OF TRUNK HIGHWAY
 DQ5448'169, 87.1 FT (26.5 M) SOUTH-SOUTHWEST OF COUNTY ROAD 38, 1.5 FT (0.5
 DQ5448'M) WEST-NORTHWEST OF A WITNESS POST.
 DQ5448'
 DQ5448'NOTE -THE STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM ROD
 DQ5448'DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION REMOVABLE DISK
 DQ5448'SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH PVC
 DQ5448'PIPE BACK FILLED WITH WASHED SAND.
 DQ5448
 DQ5448                          STATION RECOVERY (2017)
 DQ5448
 DQ5448'RECOVERY NOTE BY MN DEPT OF TRANSP 2017 (ASL)
 DQ5448'0.7 MILE NORTH OF GARDEN CITY, 0.8 MILE NORTH ALONG TRUNK HIGHWAY 169
 DQ5448'FROM THE JUNCTION OF TRUNK HIGHWAY 169 AND COUNTY ROAD 13/38 IN GARDEN
 DQ5448'CITY, AT TRUNK HIGHWAY 169 MILEPOINT 40.7, 99.6 FEET EAST-SOUTHEAST OF
 DQ5448'TRUNK HIGHWAY 169, 87.1 FEET SOUTH-SOUTHWEST OF COUNTY ROAD 38, 1.5
 DQ5448'FEET WEST-NORTHWEST OF A WITNESS POST.
 DQ5448
 DQ5448                          STATION RECOVERY (2022)
 DQ5448
 DQ5448'RECOVERY NOTE BY MN DEPT OF TRANSP 2022 (KMS)
 DQ5448'0.7 MI (1.1 KM) NORTH OF GARDEN CITY, 0.8 MI (1.3 KM) NORTH ALONG
 DQ5448'TRUNK HIGHWAY 169 FROM THE JUNCTION OF TRUNK HIGHWAY 169 AND COUNTY
 DQ5448'ROAD 13/38 IN GARDEN CITY, AT TRUNK HIGHWAY 169 MILE POINT 40.7, 99.6
 DQ5448'FT (30.4 M) EAST-SOUTHEAST OF TRUNK HIGHWAY 169, 87.1 FT (26.5 M)
 DQ5448'SOUTH-SOUTHWEST OF COUNTY ROAD 38, 1.5 FT (0.5 M) WEST-NORTHWEST OF A
 DQ5448'WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DQ5445 ***********************************************************************
 DQ5445  DESIGNATION -  0712 AQ
 DQ5445  PID         -  DQ5445
 DQ5445  STATE/COUNTY-  MN/BLUE EARTH
 DQ5445  COUNTRY     -  US
 DQ5445  USGS QUAD   -  LAKE CRYSTAL (2019)
 DQ5445
 DQ5445                         *CURRENT SURVEY CONTROL
 DQ5445  ______________________________________________________________________
 DQ5445* NAD 83(2011) POSITION- 44 04 52.05027(N) 094 08 17.25388(W)   ADJUSTED
 DQ5445* NAD 83(2011) ELLIP HT-   275.040 (meters)        (01/17/18)   ADJUSTED
 DQ5445* NAD 83(2011) EPOCH   -  2010.00
 DQ5445* NAVD 88 ORTHO HEIGHT -   303.280 (meters)      995.01  (feet) ADJUSTED
 DQ5445  ______________________________________________________________________
 DQ5445  GEOID HEIGHT    -        -28.245 (meters)                     GEOID18
 DQ5445  NAD 83(2011) X  -   -331,176.939 (meters)                     COMP
 DQ5445  NAD 83(2011) Y  - -4,577,443.006 (meters)                     COMP
 DQ5445  NAD 83(2011) Z  -  4,414,762.683 (meters)                     COMP
 DQ5445  LAPLACE CORR    -         -0.69  (seconds)                    DEFLEC18
 DQ5445  DYNAMIC HEIGHT  -        303.229 (meters)      994.84  (feet) COMP
 DQ5445  MODELED GRAVITY -    980,444.4   (mgal)                       NAVD 88
 DQ5445
 DQ5445  VERT ORDER      -  SECOND    CLASS I
 DQ5445
 DQ5445  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DQ5445  Standards:
 DQ5445         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DQ5445            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DQ5445  -------------------------------------------------------------------
 DQ5445  NETWORK    0.94   1.88           0.42   0.34   0.96      0.08128924
 DQ5445  -------------------------------------------------------------------
 DQ5445  Click here for local accuracies and other accuracy information.
 DQ5445
 DQ5445.The horizontal coordinates were established by GPS observations
 DQ5445.and adjusted by the MN DEPT OF TRANSP in January 2018.
 DQ5445
 DQ5445.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DQ5445.been affixed to the stable North American tectonic plate. See 
 DQ5445.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DQ5445
 DQ5445.The horizontal coordinates are valid at the epoch date displayed above
 DQ5445.which is a decimal equivalence of Year/Month/Day.
 DQ5445
 DQ5445.The orthometric height was determined by differential leveling and
 DQ5445.adjusted by the NATIONAL GEODETIC SURVEY
 DQ5445.in May 2019.
 DQ5445
 DQ5445.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ5445.GEOID18 height accuracy estimate available here.
 DQ5445
 DQ5445.Click photographs - Photos may exist for this station.
 DQ5445
 DQ5445.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DQ5445
 DQ5445.The Laplace correction was computed from DEFLEC18 derived deflections.
 DQ5445
 DQ5445.The ellipsoidal height was determined by GPS observations
 DQ5445.and is referenced to NAD 83.
 DQ5445
 DQ5445.The dynamic height is computed by dividing the NAVD 88
 DQ5445.geopotential number by the normal gravity value computed on the
 DQ5445.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ5445.degrees latitude (g = 980.6199 gals.).
 DQ5445
 DQ5445.The modeled gravity was interpolated from observed gravity values.
 DQ5445
 DQ5445. The following values were computed from the NAD 83(2011) position.
 DQ5445
 DQ5445;                    North         East     Units Scale Factor Converg.
 DQ5445;SPC MN S     -   220,135.012   788,937.111   MT  0.99994879   -0 05 48.5
 DQ5445;SPC MN S     -   722,226.29  2,588,371.17   sFT  0.99994879   -0 05 48.5
 DQ5445;UTM  15      - 4,881,512.950   408,875.975   MT  0.99970212   -0 47 30.6
 DQ5445
 DQ5445!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DQ5445!SPC MN S     -   0.99995687  x   0.99994879  =   0.99990567
 DQ5445!UTM  15      -   0.99995687  x   0.99970212  =   0.99965901
 DQ5445
 DQ5445_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVJ0887581512(NAD 83)
 DQ5445
 DQ5445                          SUPERSEDED SURVEY CONTROL
 DQ5445
 DQ5445.No superseded survey control is available for this station.
 DQ5445
 DQ5445_MARKER: I = METAL ROD
 DQ5445_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DQ5445_STAMPING: 0712 AQ 2016
 DQ5445_MARK LOGO: MNDT
 DQ5445_PROJECTION: RECESSED 8 CENTIMETERS
 DQ5445_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DQ5445_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ5445_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ5445+SATELLITE: SATELLITE OBSERVATIONS - September 19, 2022
 DQ5445_ROD/PIPE-DEPTH: 7.6 meters
 DQ5445
 DQ5445  HISTORY     - Date     Condition        Report By
 DQ5445  HISTORY     - 20160602 MONUMENTED       MNDT
 DQ5445  HISTORY     - 20170517 GOOD             MNDT
 DQ5445  HISTORY     - 20220919 GOOD             MNDT
 DQ5445
 DQ5445                          STATION DESCRIPTION
 DQ5445
 DQ5445'DESCRIBED BY MN DEPT OF TRANSP 2016
 DQ5445'THE MARK IS LOCATED ABOUT 2.8 MI (4.5 KM) NORTHEAST OF GARDEN CITY.
 DQ5445'
 DQ5445'TO REACH THE MARK GO 2.9 MI (4.7 KM) NORTH ALONG TRUNK HIGHWAY 169
 DQ5445'FROM THE UNCTION OF TRUNK HIGHWAY 169 AND COUNTY ROAD 13/38 IN GARDEN
 DQ5445'CITY, AT TRUNK HIGHWAY 169 MILE POINT 42.9.
 DQ5445'
 DQ5445'THE MARK IS LOCATED 73.2 FT (22.3 M) SOUTHEAST OF TRUNK HIGHWAY 169,
 DQ5445'1.5 FT (0.5 M) NORTHWEST OF A WITNESS POST.
 DQ5445'
 DQ5445'NOTE-THE STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM ROD
 DQ5445'DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION REMOVABLE DISK
 DQ5445'SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH PVC
 DQ5445'PIPE BACK FILLED WITH WASHED SAND.
 DQ5445
 DQ5445                          STATION RECOVERY (2017)
 DQ5445
 DQ5445'RECOVERY NOTE BY MN DEPT OF TRANSP 2017 (CDS)
 DQ5445'2.8 MILE NORTHEAST OF GARDEN CITY, 2.9 MILE NORTH ALONG TRUNK HIGHWAY
 DQ5445'169 FROM THE JUNCTION OF TRUNK HIGHWAY 169 AND COUNTY ROAD 13/38 IN
 DQ5445'GARDEN CITY, AT TRUNK HIGHWAY 169 MILEPOINT 42.9, 73.2 FEET SOUTHEAST
 DQ5445'OF TRUNK HIGHWAY 169, 1.5 FEET NORTHWEST OF A WITNESS POST.
 DQ5445
 DQ5445                          STATION RECOVERY (2022)
 DQ5445
 DQ5445'RECOVERY NOTE BY MN DEPT OF TRANSP 2022 (KMS)
 DQ5445'2.8 MI (4.5 KM) NORTHEAST OF GARDEN CITY, 2.9 MI (4.7 KM) NORTH ALONG
 DQ5445'TRUNK HIGHWAY 169 FROM THE JUNCTION OF TRUNK HIGHWAY 169 AND COUNTY
 DQ5445'ROAD 13/38 IN GARDEN CITY, AT TRUNK HIGHWAY 169 MILE POINT 42.9, 73.2
 DQ5445'FT (22.3 M) SOUTHEAST OF TRUNK HIGHWAY 169, 1.5 FT (0.5 M) NORTHWEST
 DQ5445'OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DQ5444 ***********************************************************************
 DQ5444  DESIGNATION -  0712 AR
 DQ5444  PID         -  DQ5444
 DQ5444  STATE/COUNTY-  MN/BLUE EARTH
 DQ5444  COUNTRY     -  US
 DQ5444  USGS QUAD   -  LAKE CRYSTAL (2019)
 DQ5444
 DQ5444                         *CURRENT SURVEY CONTROL
 DQ5444  ______________________________________________________________________
 DQ5444* NAD 83(2011) POSITION- 44 06 12.18048(N) 094 08 02.96304(W)   ADJUSTED
 DQ5444* NAD 83(2011) ELLIP HT-   273.323 (meters)        (01/17/18)   ADJUSTED
 DQ5444* NAD 83(2011) EPOCH   -  2010.00
 DQ5444* NAVD 88 ORTHO HEIGHT -   301.553 (meters)      989.35  (feet) ADJUSTED
 DQ5444  ______________________________________________________________________
 DQ5444  GEOID HEIGHT    -        -28.225 (meters)                     GEOID18
 DQ5444  NAD 83(2011) X  -   -330,735.637 (meters)                     COMP
 DQ5444  NAD 83(2011) Y  - -4,575,748.209 (meters)                     COMP
 DQ5444  NAD 83(2011) Z  -  4,416,537.882 (meters)                     COMP
 DQ5444  LAPLACE CORR    -         -0.62  (seconds)                    DEFLEC18
 DQ5444  DYNAMIC HEIGHT  -        301.504 (meters)      989.18  (feet) COMP
 DQ5444  MODELED GRAVITY -    980,447.4   (mgal)                       NAVD 88
 DQ5444
 DQ5444  VERT ORDER      -  SECOND    CLASS I
 DQ5444
 DQ5444  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DQ5444  Standards:
 DQ5444         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DQ5444            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DQ5444  -------------------------------------------------------------------
 DQ5444  NETWORK    0.97   1.88           0.44   0.34   0.96      0.07986792
 DQ5444  -------------------------------------------------------------------
 DQ5444  Click here for local accuracies and other accuracy information.
 DQ5444
 DQ5444.The horizontal coordinates were established by GPS observations
 DQ5444.and adjusted by the MN DEPT OF TRANSP in January 2018.
 DQ5444
 DQ5444.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DQ5444.been affixed to the stable North American tectonic plate. See 
 DQ5444.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DQ5444
 DQ5444.The horizontal coordinates are valid at the epoch date displayed above
 DQ5444.which is a decimal equivalence of Year/Month/Day.
 DQ5444
 DQ5444.The orthometric height was determined by differential leveling and
 DQ5444.adjusted by the NATIONAL GEODETIC SURVEY
 DQ5444.in May 2019.
 DQ5444
 DQ5444.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ5444.GEOID18 height accuracy estimate available here.
 DQ5444
 DQ5444.Click photographs - Photos may exist for this station.
 DQ5444
 DQ5444.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DQ5444
 DQ5444.The Laplace correction was computed from DEFLEC18 derived deflections.
 DQ5444
 DQ5444.The ellipsoidal height was determined by GPS observations
 DQ5444.and is referenced to NAD 83.
 DQ5444
 DQ5444.The dynamic height is computed by dividing the NAVD 88
 DQ5444.geopotential number by the normal gravity value computed on the
 DQ5444.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ5444.degrees latitude (g = 980.6199 gals.).
 DQ5444
 DQ5444.The modeled gravity was interpolated from observed gravity values.
 DQ5444
 DQ5444. The following values were computed from the NAD 83(2011) position.
 DQ5444
 DQ5444;                    North         East     Units Scale Factor Converg.
 DQ5444;SPC MN S     -   222,607.569   789,259.112   MT  0.99994604   -0 05 38.5
 DQ5444;SPC MN S     -   730,338.33  2,589,427.60   sFT  0.99994604   -0 05 38.5
 DQ5444;UTM  15      - 4,883,980.811   409,227.865   MT  0.99970134   -0 47 21.8
 DQ5444
 DQ5444!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DQ5444!SPC MN S     -   0.99995714  x   0.99994604  =   0.99990319
 DQ5444!UTM  15      -   0.99995714  x   0.99970134  =   0.99965850
 DQ5444
 DQ5444_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVJ0922783980(NAD 83)
 DQ5444
 DQ5444                          SUPERSEDED SURVEY CONTROL
 DQ5444
 DQ5444.No superseded survey control is available for this station.
 DQ5444
 DQ5444_MARKER: I = METAL ROD
 DQ5444_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DQ5444_STAMPING: 0712 AR 2016
 DQ5444_MARK LOGO: MNDT
 DQ5444_PROJECTION: RECESSED 5 CENTIMETERS
 DQ5444_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DQ5444_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ5444_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ5444+SATELLITE: SATELLITE OBSERVATIONS - September 19, 2022
 DQ5444_ROD/PIPE-DEPTH: 9.8 meters
 DQ5444
 DQ5444  HISTORY     - Date     Condition        Report By
 DQ5444  HISTORY     - 20160602 MONUMENTED       MNDT
 DQ5444  HISTORY     - 20170517 GOOD             MNDT
 DQ5444  HISTORY     - 20220919 GOOD             MNDT
 DQ5444
 DQ5444                          STATION DESCRIPTION
 DQ5444
 DQ5444'DESCRIBED BY MN DEPT OF TRANSP 2016
 DQ5444'THE MARK IS LOCATED ABOUT 8.2 MI (13.2 KM) SOUTHWEST OF MANKATO.
 DQ5444'
 DQ5444'TO REACH THE MARK GO 3.15 MI (5.07 KM) SOUTH ALONG TRUNK HIGHWAY 169
 DQ5444'FROM THE JUNCTION OF TRUNK HIGHWAY 169 AND TRUNK HIGHWAY 60, THE
 DQ5444'JUNCTION IS 6.0 MI (9.7 KM) WEST-SOUTHWEST OF MANKATO, AT TRUNK
 DQ5444'HIGHWAY 169 MILE POINT 44.65.
 DQ5444'
 DQ5444'THE MARK IS LOCATED 55.4 FT (16.9 M) WEST OF TRUNK HIGHWAY 169, 1.5 FT
 DQ5444'(0.5 M) EAST OF A WITNESS POST.
 DQ5444'
 DQ5444'NOTE-THE STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM ROD
 DQ5444'DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION REMOVABLE DISK
 DQ5444'SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH PVC
 DQ5444'PIPE BACK FILLED WITH WASHED SAND.
 DQ5444
 DQ5444                          STATION RECOVERY (2017)
 DQ5444
 DQ5444'RECOVERY NOTE BY MN DEPT OF TRANSP 2017 (ASL)
 DQ5444'8.2 MILES SOUTHWEST OF MANKATO, 3.15 MILES SOUTH ALONG TRUNK HIGHWAY
 DQ5444'169 FROM THE JUNCTION OF TRUNK HIGHWAY 169 AND TRUNK HIGHWAY 60, THE
 DQ5444'JUNCTION IS 6.0 MILES WEST-SOUTHWEST OF MANKATO, AT TRUNK HIGHWAY 169
 DQ5444'MILEPOINT 44.65, 55.4 FEET WEST OF TRUNK HIGHWAY 169, 1.5 FEET EAST OF
 DQ5444'A WITNESS POST.
 DQ5444
 DQ5444                          STATION RECOVERY (2022)
 DQ5444
 DQ5444'RECOVERY NOTE BY MN DEPT OF TRANSP 2022 (KMS)
 DQ5444'8.2 MI (13.2 KM) SOUTHWEST OF MANKATO, 3.15 MI (5.07 KM) SOUTH ALONG
 DQ5444'TRUNK HIGHWAY 169 FROM THE JUNCTION OF TRUNK HIGHWAY 169 AND TRUNK
 DQ5444'HIGHWAY 60 (THE JUNCTION IS 6.0 MI (9.7 KM) WEST-SOUTHWEST OF
 DQ5444'MANKATO), AT TRUNK HIGHWAY 169 MILE POINT 44.65, 55.4 FT (16.9 M) WEST
 DQ5444'OF TRUNK HIGHWAY 169, 1.5 FT (0.5 M) EAST OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DQ5442 ***********************************************************************
 DQ5442  DESIGNATION -  0712 AS
 DQ5442  PID         -  DQ5442
 DQ5442  STATE/COUNTY-  MN/BLUE EARTH
 DQ5442  COUNTRY     -  US
 DQ5442  USGS QUAD   -  MANKATO WEST (2019)
 DQ5442
 DQ5442                         *CURRENT SURVEY CONTROL
 DQ5442  ______________________________________________________________________
 DQ5442* NAD 83(2011) POSITION- 44 07 48.74883(N) 094 07 10.51665(W)   ADJUSTED
 DQ5442* NAD 83(2011) ELLIP HT-   272.235 (meters)        (01/17/18)   ADJUSTED
 DQ5442* NAD 83(2011) EPOCH   -  2010.00
 DQ5442* NAVD 88 ORTHO HEIGHT -   300.442 (meters)      985.70  (feet) ADJUSTED
 DQ5442  ______________________________________________________________________
 DQ5442  GEOID HEIGHT    -        -28.205 (meters)                     GEOID18
 DQ5442  NAD 83(2011) X  -   -329,423.046 (meters)                     COMP
 DQ5442  NAD 83(2011) Y  - -4,573,761.787 (meters)                     COMP
 DQ5442  NAD 83(2011) Z  -  4,418,677.053 (meters)                     COMP
 DQ5442  LAPLACE CORR    -         -0.91  (seconds)                    DEFLEC18
 DQ5442  DYNAMIC HEIGHT  -        300.395 (meters)      985.55  (feet) COMP
 DQ5442  MODELED GRAVITY -    980,452.0   (mgal)                       NAVD 88
 DQ5442
 DQ5442  VERT ORDER      -  SECOND    CLASS I
 DQ5442
 DQ5442  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DQ5442  Standards:
 DQ5442         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DQ5442            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DQ5442  -------------------------------------------------------------------
 DQ5442  NETWORK    0.98   1.94           0.44   0.35   0.99      0.07984917
 DQ5442  -------------------------------------------------------------------
 DQ5442  Click here for local accuracies and other accuracy information.
 DQ5442
 DQ5442.The horizontal coordinates were established by GPS observations
 DQ5442.and adjusted by the MN DEPT OF TRANSP in January 2018.
 DQ5442
 DQ5442.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DQ5442.been affixed to the stable North American tectonic plate. See 
 DQ5442.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DQ5442
 DQ5442.The horizontal coordinates are valid at the epoch date displayed above
 DQ5442.which is a decimal equivalence of Year/Month/Day.
 DQ5442
 DQ5442.The orthometric height was determined by differential leveling and
 DQ5442.adjusted by the NATIONAL GEODETIC SURVEY
 DQ5442.in May 2019.
 DQ5442
 DQ5442.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ5442.GEOID18 height accuracy estimate available here.
 DQ5442
 DQ5442.Click photographs - Photos may exist for this station.
 DQ5442
 DQ5442.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DQ5442
 DQ5442.The Laplace correction was computed from DEFLEC18 derived deflections.
 DQ5442
 DQ5442.The ellipsoidal height was determined by GPS observations
 DQ5442.and is referenced to NAD 83.
 DQ5442
 DQ5442.The dynamic height is computed by dividing the NAVD 88
 DQ5442.geopotential number by the normal gravity value computed on the
 DQ5442.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ5442.degrees latitude (g = 980.6199 gals.).
 DQ5442
 DQ5442.The modeled gravity was interpolated from observed gravity values.
 DQ5442
 DQ5442. The following values were computed from the NAD 83(2011) position.
 DQ5442
 DQ5442;                    North         East     Units Scale Factor Converg.
 DQ5442;SPC MN S     -   225,586.186   790,429.856   MT  0.99994292   -0 05 01.8
 DQ5442;SPC MN S     -   740,110.68  2,593,268.62   sFT  0.99994292   -0 05 01.8
 DQ5442;UTM  15      - 4,886,944.272   410,434.387   MT  0.99969866   -0 46 46.6
 DQ5442
 DQ5442!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DQ5442!SPC MN S     -   0.99995731  x   0.99994292  =   0.99990024
 DQ5442!UTM  15      -   0.99995731  x   0.99969866  =   0.99965599
 DQ5442
 DQ5442_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVJ1043486944(NAD 83)
 DQ5442
 DQ5442                          SUPERSEDED SURVEY CONTROL
 DQ5442
 DQ5442.No superseded survey control is available for this station.
 DQ5442
 DQ5442_MARKER: I = METAL ROD
 DQ5442_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DQ5442_STAMPING: 0712 AS 2016
 DQ5442_MARK LOGO: MNDT
 DQ5442_PROJECTION: RECESSED 5 CENTIMETERS
 DQ5442_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DQ5442_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ5442_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ5442+SATELLITE: SATELLITE OBSERVATIONS - September 19, 2022
 DQ5442_ROD/PIPE-DEPTH: 13.4 meters
 DQ5442
 DQ5442  HISTORY     - Date     Condition        Report By
 DQ5442  HISTORY     - 20160602 MONUMENTED       MNDT
 DQ5442  HISTORY     - 20170517 GOOD             MNDT
 DQ5442  HISTORY     - 20220919 GOOD             MNDT
 DQ5442
 DQ5442                          STATION DESCRIPTION
 DQ5442
 DQ5442'DESCRIBED BY MN DEPT OF TRANSP 2016
 DQ5442'THE MARK IS LOCATED ABOUT 6.45 MI (10.38 KM) SOUTHWEST OF MANKATO.
 DQ5442'
 DQ5442'TO REACH THE MARK GO 1.05 MI (1.69 KM) SOUTH ALONG TRUNK HIGHWAY 169
 DQ5442'FROM THE JUNCTION OF TRUNK HIGHWAY 169 AND TRUNK HIGHWAY 60 (JUNCTION
 DQ5442'IS 6.0 WEST-SOUTHWEST OF MANKATO), AT TRUNK HIGHWAY 169 MILE POINT
 DQ5442'46.85.
 DQ5442'
 DQ5442'THE MARK IS LOCATED 194.0 FT (59.1 M) EAST-SOUTHEAST OF TRUNK HIGHWAY
 DQ5442'169, 29.7 FT (9.1 M) SOUTH-SOUTHWEST OF 539TH LANE(TOWNSHIP ROAD 185),
 DQ5442'3.0 FT (0.9 M) WEST-NORTHWEST OF RIGHT-OF-WAY POST, 3.0 FT (0.9 M)
 DQ5442'WEST-NORTHWEST OF A WITNESS POST.
 DQ5442'
 DQ5442'NOTE-THE STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM ROD
 DQ5442'DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION REMOVABLE DISK
 DQ5442'SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH PVC
 DQ5442'PIPE BACK FILLED WITH WASHED SAND.
 DQ5442
 DQ5442                          STATION RECOVERY (2017)
 DQ5442
 DQ5442'RECOVERY NOTE BY MN DEPT OF TRANSP 2017 (CDS)
 DQ5442'6.45 MILES SOUTHWEST OF MANKATO, 1.05 MILES SOUTH ALONG TRUNK HIGHWAY
 DQ5442'169 FROM THE JUNCTION OF TRUNK HIGHWAY 169 AND TRUNK HIGHWAY 60 (THE
 DQ5442'JUNCTION IS 6.0 WEST-SOUTHWEST OF MANKATO), AT TRUNK HIGHWAY 169
 DQ5442'MILEPOINT 46.85, 194.0 FEET EAST-SOUTHEAST OF TRUNK HIGHWAY 169, 29.7
 DQ5442'FEET SOUTH-SOUTHWEST OF 539TH LANE (TOWNSHIP ROAD 185), 3.0 FEET
 DQ5442'WEST-NORTHWEST OF A RIGHT-OF-WAY POST, 3.0 FEET WEST-NORTHWEST OF A
 DQ5442'WITNESS POST.
 DQ5442
 DQ5442                          STATION RECOVERY (2022)
 DQ5442
 DQ5442'RECOVERY NOTE BY MN DEPT OF TRANSP 2022 (KMS)
 DQ5442'6.45 MI (10.38 KM) SOUTHWEST OF MANKATO, 1.05 MI (1.69 KM) SOUTH ALONG
 DQ5442'TRUNK HIGHWAY 169 FROM THE JUNCTION OF TRUNK HIGHWAY 169 AND TRUNK
 DQ5442'HIGHWAY 60 (THE JUNCTION IS 6.0 WEST-SOUTHWEST OF MANKATO), AT TRUNK
 DQ5442'HIGHWAY 169 MILE POINT 46.85, 194.0 FT (59.1 M) EAST-SOUTHEAST OF
 DQ5442'TRUNK HIGHWAY 169, 29.7 FT (9.1 M) SOUTH-SOUTHWEST OF 539TH LANE
 DQ5442'(TOWNSHIP ROAD 185), 3.0 FT (0.9 M) WEST-NORTHWEST OF A RIGHT-OF-WAY
 DQ5442'POST, 3.0 FT (0.9 M) WEST-NORTHWEST OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DQ5470 ***********************************************************************
 DQ5470  DESIGNATION -  0712 B RESET
 DQ5470  PID         -  DQ5470
 DQ5470  STATE/COUNTY-  MN/BLUE EARTH
 DQ5470  COUNTRY     -  US
 DQ5470  USGS QUAD   -  WINNEBAGO (2019)
 DQ5470
 DQ5470                         *CURRENT SURVEY CONTROL
 DQ5470  ______________________________________________________________________
 DQ5470* NAD 83(1986) POSITION- 43 51 45.64   (N) 094 10 04.42   (W)   HD_HELD1
 DQ5470* NAVD 88 ORTHO HEIGHT -   318.748 (meters)     1045.76  (feet) ADJUSTED
 DQ5470  ______________________________________________________________________
 DQ5470  GEOID HEIGHT    -        -28.234 (meters)                     GEOID18
 DQ5470  DYNAMIC HEIGHT  -        318.689 (meters)     1045.57  (feet) COMP
 DQ5470  MODELED GRAVITY -    980,426.6   (mgal)                       NAVD 88
 DQ5470
 DQ5470  VERT ORDER      -  SECOND    CLASS I
 DQ5470
 DQ5470.The horizontal coordinates were determined by differentially corrected
 DQ5470.hand held GPS observations or other comparable positioning techniques
 DQ5470.and have an estimated accuracy of +/- 3 meters.
 DQ5470
 DQ5470.The orthometric height was determined by differential leveling and
 DQ5470.adjusted by the NATIONAL GEODETIC SURVEY
 DQ5470.in May 2019.
 DQ5470
 DQ5470.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ5470.GEOID18 height accuracy estimate available here.
 DQ5470
 DQ5470.Click photographs - Photos may exist for this station.
 DQ5470
 DQ5470.The dynamic height is computed by dividing the NAVD 88
 DQ5470.geopotential number by the normal gravity value computed on the
 DQ5470.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ5470.degrees latitude (g = 980.6199 gals.).
 DQ5470
 DQ5470.The modeled gravity was interpolated from observed gravity values.
 DQ5470
 DQ5470;                    North         East    Units  Estimated Accuracy
 DQ5470;SPC MN S     -   195,868.3     786,503.0     MT  (+/- 3 meters HH1 GPS) 
 DQ5470
 DQ5470_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVJ0614957283(NAD 83)
 DQ5470
 DQ5470                          SUPERSEDED SURVEY CONTROL
 DQ5470
 DQ5470.No superseded survey control is available for this station.
 DQ5470
 DQ5470_MARKER: I = METAL ROD
 DQ5470_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DQ5470_STAMPING: 0712 B RESET 2016
 DQ5470_MARK LOGO: MNDT
 DQ5470_PROJECTION: RECESSED 5 CENTIMETERS
 DQ5470_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DQ5470_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ5470_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ5470+SATELLITE: SATELLITE OBSERVATIONS - September 13, 2022
 DQ5470_ROD/PIPE-DEPTH: 6.1 meters
 DQ5470
 DQ5470  HISTORY     - Date     Condition        Report By
 DQ5470  HISTORY     - 20160518 MONUMENTED       MNDT
 DQ5470  HISTORY     - 20180628 GOOD             MNDT
 DQ5470  HISTORY     - 20220913 GOOD             MNDT
 DQ5470
 DQ5470                          STATION DESCRIPTION
 DQ5470
 DQ5470'DESCRIBED BY MN DEPT OF TRANSP 2016
 DQ5470'THE MARK IS LOCATED ABOUT 1.7 MI (2.7 KM) SOUTH OF AMBOY.
 DQ5470'
 DQ5470'TO REACH THE MARK GO 1.7 MI (2.7 KM) SOUTH ALONG TRUNK HIGHWAY 169
 DQ5470'FROM THE SOUTH JUNCTION OF TRUNK HIGHWAY 169 AND TRUNK HIGHWAY 30 EAST
 DQ5470'IN AMBOY, AT TRUNK HIGHWAY 169 MILE POINT 26.75.
 DQ5470'
 DQ5470'THE MARK IS LOCATED 181.5 FT (55.3 M) EAST OF TRUNK HIGHWAY 169, 24.0
 DQ5470'FT (7.3 M) NORTH OF 105TH STREET, 1.2 FT (0.4 M) EAST OF A WITNESS
 DQ5470'POST.
 DQ5470'
 DQ5470'NOTE-THE STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM ROD
 DQ5470'DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION REMOVABLE DISK
 DQ5470'SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH PVC
 DQ5470'PIPE BACK FILLED WITH WASHED SAND.
 DQ5470
 DQ5470                          STATION RECOVERY (2018)
 DQ5470
 DQ5470'RECOVERY NOTE BY MN DEPT OF TRANSP 2018 (BDH)
 DQ5470'1.7 MI (2.7 KM) SOUTH OF AMBOY, 1.7 MI (2.7 KM) SOUTH ALONG TRUNK
 DQ5470'HIGHWAY 169 FROM THE SOUTH JUNCTION OF TRUNK HIGHWAY 169 AND TRUNK
 DQ5470'HIGHWAY 30 EAST IN AMBOY, AT TRUNK HIGHWAY 169 MILE POINT 26.75, 181.5
 DQ5470'FT (55.3 M) EAST OF TRUNK HIGHWAY 169, 24.0 FT (7.3 M) NORTH OF 105TH
 DQ5470'STREET, 1.2 FT (0.4 M) EAST OF A WITNESS POST.
 DQ5470
 DQ5470                          STATION RECOVERY (2022)
 DQ5470
 DQ5470'RECOVERY NOTE BY MN DEPT OF TRANSP 2022 (KMS)
 DQ5470'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 OP1416 ***********************************************************************
 OP1416  DESIGNATION -  0712 D
 OP1416  PID         -  OP1416
 OP1416  STATE/COUNTY-  MN/BLUE EARTH
 OP1416  COUNTRY     -  US
 OP1416  USGS QUAD   -  AMBOY (2019)
 OP1416
 OP1416                         *CURRENT SURVEY CONTROL
 OP1416  ______________________________________________________________________
 OP1416* NAD 83(1986) POSITION- 43 52 49.93   (N) 094 10 08.70   (W)   HD_HELD1
 OP1416* NAVD 88 ORTHO HEIGHT -   318.555 (meters)     1045.13  (feet) ADJUSTED
 OP1416  ______________________________________________________________________
 OP1416  GEOID HEIGHT    -        -28.228 (meters)                     GEOID18
 OP1416  DYNAMIC HEIGHT  -        318.497 (meters)     1044.94  (feet) COMP
 OP1416  MODELED GRAVITY -    980,429.2   (mgal)                       NAVD 88
 OP1416
 OP1416  VERT ORDER      -  SECOND    CLASS I
 OP1416
 OP1416.The horizontal coordinates were determined by differentially corrected
 OP1416.hand held GPS observations or other comparable positioning techniques
 OP1416.and have an estimated accuracy of +/- 3 meters.
 OP1416
 OP1416.The orthometric height was determined by differential leveling and
 OP1416.adjusted by the NATIONAL GEODETIC SURVEY
 OP1416.in May 2019.
 OP1416
 OP1416.Significant digits in the geoid height do not necessarily reflect accuracy.
 OP1416.GEOID18 height accuracy estimate available here.
 OP1416
 OP1416.Click photographs - Photos may exist for this station.
 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     -   197,852.7     786,411.6     MT  (+/- 3 meters HH1 GPS) 
 OP1416
 OP1416_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVJ0608159268(NAD 83)
 OP1416
 OP1416                          SUPERSEDED SURVEY CONTROL
 OP1416
 OP1416  NAVD 88 (06/15/95)  318.562  (m)         1045.15   (f) SUPERSEDED  2 1
 OP1416
 OP1416.Superseded values are not recommended for survey control.
 OP1416
 OP1416.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OP1416.See file dsdata.pdf to determine how the superseded data were derived.
 OP1416
 OP1416_MARKER: DV = VERTICAL CONTROL DISK
 OP1416_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 OP1416_STAMPING: 0712 D 1985
 OP1416_MARK LOGO: MNDT
 OP1416_PROJECTION: RECESSED 5 CENTIMETERS
 OP1416_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 OP1416_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OP1416_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OP1416+SATELLITE: SATELLITE OBSERVATIONS - September 13, 2022
 OP1416
 OP1416  HISTORY     - Date     Condition        Report By
 OP1416  HISTORY     - 19850901 MONUMENTED       MNDT
 OP1416  HISTORY     - 20160504 GOOD             MNDT
 OP1416  HISTORY     - 20220913 GOOD             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.
 OP1416
 OP1416                          STATION RECOVERY (2016)
 OP1416
 OP1416'RECOVERY NOTE BY MN DEPT OF TRANSP 2016 (MAS)
 OP1416'THE MARK IS LOCATED ABOUT 0.5 MI (0.8 KM) SOUTH-SOUTHWEST OF AMBOY.
 OP1416'
 OP1416'TO REACH THE MARK GO 0.5 MI (0.8 KM) SOUTH ON TRUNK HIGHWAY 169 FROM
 OP1416'THE JUNCTION OF TRUNK HIGHWAY 169 AND TRUNK HIGHWAY 30 IN AMBOY, IN
 OP1416'SOUTHWEST QUADRANT OF THE JUNCTION OF TRUNK HIGHWAY 169 AND COUNTY
 OP1416'ROAD 147, AT TRUNK HIGHWAY 169 MILE POINT 28.0.
 OP1416'
 OP1416'THE MARK IS LOCATED 143.0 FT (43.6 M) WEST OF TRUNK HIGHWAY 169, 86.0
 OP1416'FT (26.2 M) WEST OF POWER POLE, 39.0 FT (11.9 M) SOUTH OF COUNTY ROAD
 OP1416'147, 2.5 FT (0.8 M) NORTH OF A FENCE LINE, 1.4 FT (0.4 M) WEST OF A
 OP1416'WITNESS POST.
 OP1416
 OP1416                          STATION RECOVERY (2022)
 OP1416
 OP1416'RECOVERY NOTE BY MN DEPT OF TRANSP 2022 (KMS)
 OP1416'0.5 MI (0.8 KM) SOUTH-SOUTHWEST OF AMBOY, 0.5 MI (0.8 KM) SOUTH ALONG
 OP1416'TRUNK HIGHWAY 169 FROM THE JUNCTION OF TRUNK HIGHWAY 169 AND TRUNK
 OP1416'HIGHWAY 30 IN AMBOY, AT TRUNK HIGHWAY 169 MILE POINT 28.0, 143.0 FT
 OP1416'(43.6 M) WEST OF TRUNK HIGHWAY 169, 86.0 FT (26.2 M) WEST OF A POWER
 OP1416'POLE, 39.0 FT (11.9 M) SOUTH OF COUNTY ROAD 147 (112TH STREET), 0.5 FT
 OP1416'(15 CM) NORTH OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DQ5517 ***********************************************************************
 DQ5517  DESIGNATION -  0712 E RESET
 DQ5517  PID         -  DQ5517
 DQ5517  STATE/COUNTY-  MN/BLUE EARTH
 DQ5517  COUNTRY     -  US
 DQ5517  USGS QUAD   -  AMBOY (2019)
 DQ5517
 DQ5517                         *CURRENT SURVEY CONTROL
 DQ5517  ______________________________________________________________________
 DQ5517* NAD 83(1986) POSITION- 43 53 30.38   (N) 094 10 32.66   (W)   HD_HELD1
 DQ5517* NAVD 88 ORTHO HEIGHT -   317.409 (meters)     1041.37  (feet) ADJUSTED
 DQ5517  ______________________________________________________________________
 DQ5517  GEOID HEIGHT    -        -28.217 (meters)                     GEOID18
 DQ5517  DYNAMIC HEIGHT  -        317.353 (meters)     1041.18  (feet) COMP
 DQ5517  MODELED GRAVITY -    980,430.7   (mgal)                       NAVD 88
 DQ5517
 DQ5517  VERT ORDER      -  SECOND    CLASS I
 DQ5517
 DQ5517.The horizontal coordinates were determined by differentially corrected
 DQ5517.hand held GPS observations or other comparable positioning techniques
 DQ5517.and have an estimated accuracy of +/- 3 meters.
 DQ5517
 DQ5517.The orthometric height was determined by differential leveling and
 DQ5517.adjusted by the NATIONAL GEODETIC SURVEY
 DQ5517.in May 2019.
 DQ5517
 DQ5517.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ5517.GEOID18 height accuracy estimate available here.
 DQ5517
 DQ5517.Click photographs - Photos may exist for this station.
 DQ5517
 DQ5517.The dynamic height is computed by dividing the NAVD 88
 DQ5517.geopotential number by the normal gravity value computed on the
 DQ5517.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ5517.degrees latitude (g = 980.6199 gals.).
 DQ5517
 DQ5517.The modeled gravity was interpolated from observed gravity values.
 DQ5517
 DQ5517;                    North         East    Units  Estimated Accuracy
 DQ5517;SPC MN S     -   199,102.3     785,879.4     MT  (+/- 3 meters HH1 GPS) 
 DQ5517
 DQ5517_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVJ0556460524(NAD 83)
 DQ5517
 DQ5517                          SUPERSEDED SURVEY CONTROL
 DQ5517
 DQ5517.No superseded survey control is available for this station.
 DQ5517
 DQ5517_MARKER: I = METAL ROD
 DQ5517_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DQ5517_STAMPING: 0712 E RESET 2016
 DQ5517_MARK LOGO: MNDT
 DQ5517_PROJECTION: RECESSED 5 CENTIMETERS
 DQ5517_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DQ5517_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ5517_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ5517+SATELLITE: SATELLITE OBSERVATIONS - September 13, 2022
 DQ5517_ROD/PIPE-DEPTH: 7.6 meters
 DQ5517
 DQ5517  HISTORY     - Date     Condition        Report By
 DQ5517  HISTORY     - 19850501 MONUMENTED       MNDT
 DQ5517  HISTORY     - 20160504 GOOD             MNDT
 DQ5517  HISTORY     - 20220913 GOOD             MNDT
 DQ5517
 DQ5517                          STATION DESCRIPTION
 DQ5517
 DQ5517'DESCRIBED BY MN DEPT OF TRANSP 2016 (MAS)
 DQ5517'THE MARK IS LOCATED ABOUT 0.75 MI (1.21 KM) WEST-NORTHWEST OF AMBOY.
 DQ5517'
 DQ5517'TO REACH THE MARK GO 0.2 MI (0.3 KM) WEST ALONG TRUNK HIGHWAY 30 FROM
 DQ5517'THE NORTH JUNCTION OF TRUNK HIGHWAY 30 AND TRUNK HIGHWAY 169 IN AMBOY
 DQ5517'(JUNCTION IS 0.5 MI (0.8 KM) NORTHWEST OF AMBOY), AT TRUNK HIGHWAY 30
 DQ5517'MILE POINT 131.75.
 DQ5517'
 DQ5517'THE MARK IS LOCATED 75.5 FT (23.0 M) NORTH OF TRUNK HIGHWAY 30, 83.0
 DQ5517'FT (25.3 M) WEST OF ENTRANCE, 1.0 FT (0.3 M) EAST OF A WITNESS POST.
 DQ5517'
 DQ5517'NOTE-THE STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM ROD
 DQ5517'DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION REMOVABLE DISK
 DQ5517'SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH PVC
 DQ5517'PIPE BACK FILLED WITH WASHED SAND.
 DQ5517
 DQ5517                          STATION RECOVERY (2022)
 DQ5517
 DQ5517'RECOVERY NOTE BY MN DEPT OF TRANSP 2022 (KMS)
 DQ5517'0.75 MI (1.21 KM) WEST-NORTHWEST OF AMBOY, 0.2 MI (0.3 KM) WEST ALONG
 DQ5517'TRUNK HIGHWAY 30 FROM THE NORTH JUNCTION OF TRUNK HIGHWAY 30 AND TRUNK
 DQ5517'HIGHWAY 169 IN AMBOY (THE JUNCTION IS 0.5 MI (0.8 KM) NORTHWEST OF
 DQ5517'AMBOY), AT TRUNK HIGHWAY 30 MILE POINT 131.75, 75.5 FT (23.0 M) NORTH
 DQ5517'OF TRUNK HIGHWAY 30, 83.0 FT (25.3 M) WEST OF AN ENTRANCE, 1.0 FT (0.3
 DQ5517'M) EAST OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DR9343 ***********************************************************************
 DR9343  DESIGNATION -  0712 F RESET
 DR9343  PID         -  DR9343
 DR9343  STATE/COUNTY-  MN/BLUE EARTH
 DR9343  COUNTRY     -  US
 DR9343  USGS QUAD   -  AMBOY (2019)
 DR9343
 DR9343                         *CURRENT SURVEY CONTROL
 DR9343  ______________________________________________________________________
 DR9343* NAD 83(1986) POSITION- 43 53 55.14   (N) 094 10 29.40   (W)   HD_HELD1
 DR9343* NAVD 88 ORTHO HEIGHT -   317.836 (meters)     1042.77  (feet) ADJUSTED
 DR9343  ______________________________________________________________________
 DR9343  GEOID HEIGHT    -        -28.216 (meters)                     GEOID18
 DR9343  DYNAMIC HEIGHT  -        317.779 (meters)     1042.58  (feet) COMP
 DR9343  MODELED GRAVITY -    980,431.6   (mgal)                       NAVD 88
 DR9343
 DR9343  VERT ORDER      -  SECOND    CLASS I
 DR9343
 DR9343.The horizontal coordinates were determined by differentially corrected
 DR9343.hand held GPS observations or other comparable positioning techniques
 DR9343.and have an estimated accuracy of +/- 3 meters.
 DR9343
 DR9343.The orthometric height was determined by differential leveling and
 DR9343.adjusted by the NATIONAL GEODETIC SURVEY
 DR9343.in February 2024.
 DR9343
 DR9343.Significant digits in the geoid height do not necessarily reflect accuracy.
 DR9343.GEOID18 height accuracy estimate available here.
 DR9343
 DR9343.Click photographs - Photos may exist for this station.
 DR9343
 DR9343.The dynamic height is computed by dividing the NAVD 88
 DR9343.geopotential number by the normal gravity value computed on the
 DR9343.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DR9343.degrees latitude (g = 980.6199 gals.).
 DR9343
 DR9343.The modeled gravity was interpolated from observed gravity values.
 DR9343
 DR9343;                    North         East    Units  Estimated Accuracy
 DR9343;SPC MN S     -   199,866.3     785,953.8     MT  (+/- 3 meters HH1 GPS) 
 DR9343
 DR9343_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVJ0564861286(NAD 83)
 DR9343
 DR9343                          SUPERSEDED SURVEY CONTROL
 DR9343
 DR9343.No superseded survey control is available for this station.
 DR9343
 DR9343_MARKER: I = METAL ROD
 DR9343_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DR9343_STAMPING: 0712 F RESET 2022
 DR9343_MARK LOGO: MNDT
 DR9343_PROJECTION: RECESSED 5 CENTIMETERS
 DR9343_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DR9343_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DR9343_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DR9343+SATELLITE: SATELLITE OBSERVATIONS - September 20, 2022
 DR9343_ROD/PIPE-DEPTH: 7.62 meters
 DR9343
 DR9343  HISTORY     - Date     Condition        Report By
 DR9343  HISTORY     - 20220920 MONUMENTED       MNDT
 DR9343
 DR9343                          STATION DESCRIPTION
 DR9343
 DR9343'DESCRIBED BY MN DEPT OF TRANSP 2022
 DR9343'THE MARK IS LOCATED ABOUT 4.9 MI (7.9 KM) WEST OF STERLING CENTER, 4.7
 DR9343'MI (7.6 KM) EAST OF WILLOW CREEK AND 1.2 MI (1.9 KM) NORTHWEST OF
 DR9343'AMBOY.
 DR9343'
 DR9343'TO REACH GO 0.85 MI (1.37 KM) NORTH ALONG TRUNK HIGHWAY 169 FROM THE
 DR9343'SOUTH JUNCTION OF TRUNK HIGHWAY 169 AND TRUNK HIGHWAY 30 IN AMBOY TO
 DR9343'TRUNK HIGHWAY 169 MILE POINT 29.4, THEN 0.05 MI (0.08 KM) WEST ON
 DR9343'118TH AVENUE.
 DR9343'
 DR9343'IT IS 27.0 FT (8.2 M) SOUTH OF 118TH LANE, 18.0 FT (5.5 M) EAST OF A
 DR9343'POWER POLE AND 1.9 FT (0.6 M) WEST OF A WITNESS POST.
 DR9343'
 DR9343'NOTE-THE STATION STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER
 DR9343'ALUMINUM ROD DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION
 DR9343'REMOVABLE DISK SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY
 DR9343'A SIX-INCH PVC PIPE BACK FILLED WITH WASHED SAND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 OP1422 ***********************************************************************
 OP1422  DESIGNATION -  0712 G
 OP1422  PID         -  OP1422
 OP1422  STATE/COUNTY-  MN/BLUE EARTH
 OP1422  COUNTRY     -  US
 OP1422  USGS QUAD   -  AMBOY (2019)
 OP1422
 OP1422                         *CURRENT SURVEY CONTROL
 OP1422  ______________________________________________________________________
 OP1422* NAD 83(2011) POSITION- 43 54 47.84523(N) 094 10 26.48974(W)   ADJUSTED
 OP1422* NAD 83(2011) ELLIP HT-   288.925 (meters)        (01/17/18)   ADJUSTED
 OP1422* NAD 83(2011) EPOCH   -  2010.00
 OP1422* NAVD 88 ORTHO HEIGHT -   317.131 (meters)     1040.45  (feet) ADJUSTED
 OP1422  ______________________________________________________________________
 OP1422  GEOID HEIGHT    -        -28.213 (meters)                     GEOID18
 OP1422  NAD 83(2011) X  -   -334,988.500 (meters)                     COMP
 OP1422  NAD 83(2011) Y  - -4,590,164.450 (meters)                     COMP
 OP1422  NAD 83(2011) Z  -  4,401,356.510 (meters)                     COMP
 OP1422  LAPLACE CORR    -         -2.92  (seconds)                    DEFLEC18
 OP1422  DYNAMIC HEIGHT  -        317.075 (meters)     1040.27  (feet) COMP
 OP1422  MODELED GRAVITY -    980,433.4   (mgal)                       NAVD 88
 OP1422
 OP1422  VERT ORDER      -  SECOND    CLASS I
 OP1422
 OP1422  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 OP1422  Standards:
 OP1422         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 OP1422            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 OP1422  -------------------------------------------------------------------
 OP1422  NETWORK    1.15   2.27           0.52   0.40   1.16      0.12365835
 OP1422  -------------------------------------------------------------------
 OP1422  Click here for local accuracies and other accuracy information.
 OP1422
 OP1422.The horizontal coordinates were established by GPS observations
 OP1422.and adjusted by the MN DEPT OF TRANSP in January 2018.
 OP1422
 OP1422.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 OP1422.been affixed to the stable North American tectonic plate. See 
 OP1422.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 OP1422
 OP1422.The horizontal coordinates are valid at the epoch date displayed above
 OP1422.which is a decimal equivalence of Year/Month/Day.
 OP1422
 OP1422.The orthometric height was determined by differential leveling and
 OP1422.adjusted by the NATIONAL GEODETIC SURVEY
 OP1422.in May 2019.
 OP1422
 OP1422.Significant digits in the geoid height do not necessarily reflect accuracy.
 OP1422.GEOID18 height accuracy estimate available here.
 OP1422
 OP1422.Click photographs - Photos may exist for this station.
 OP1422
 OP1422.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 OP1422
 OP1422.The Laplace correction was computed from DEFLEC18 derived deflections.
 OP1422
 OP1422.The ellipsoidal height was determined by GPS observations
 OP1422.and is referenced to NAD 83.
 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. The following values were computed from the NAD 83(2011) position.
 OP1422
 OP1422;                    North         East     Units Scale Factor Converg.
 OP1422;SPC MN S     -   201,492.789   786,022.180   MT  0.99997438   -0 07 19.1
 OP1422;SPC MN S     -   661,064.26  2,578,807.77   sFT  0.99997438   -0 07 19.1
 OP1422;UTM  15      - 4,862,912.132   405,736.360   MT  0.99970929   -0 48 51.6
 OP1422
 OP1422!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OP1422!SPC MN S     -   0.99995470  x   0.99997438  =   0.99992908
 OP1422!UTM  15      -   0.99995470  x   0.99970929  =   0.99966400
 OP1422
 OP1422_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVJ0573662912(NAD 83)
 OP1422
 OP1422                          SUPERSEDED SURVEY CONTROL
 OP1422
 OP1422  NAVD 88 (06/15/95)  317.140  (m)         1040.48   (f) SUPERSEDED  2 1
 OP1422
 OP1422.Superseded values are not recommended for survey control.
 OP1422
 OP1422.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OP1422.See file dsdata.pdf to determine how the superseded data were derived.
 OP1422
 OP1422_MARKER: DV = VERTICAL CONTROL DISK
 OP1422_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 OP1422_STAMPING: 0712 G 1985
 OP1422_MARK LOGO: MNDT
 OP1422_PROJECTION: RECESSED 20 CENTIMETERS
 OP1422_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 OP1422_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OP1422_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OP1422+SATELLITE: SATELLITE OBSERVATIONS - September 14, 2022
 OP1422
 OP1422  HISTORY     - Date     Condition        Report By
 OP1422  HISTORY     - 19850901 MONUMENTED       MNDT
 OP1422  HISTORY     - 20160504 GOOD             MNDT
 OP1422  HISTORY     - 20170515 GOOD             MNDT
 OP1422  HISTORY     - 20220914 GOOD             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.
 OP1422
 OP1422                          STATION RECOVERY (2016)
 OP1422
 OP1422'RECOVERY NOTE BY MN DEPT OF TRANSP 2016 (MAS)
 OP1422'THE MARK IS LOCATED ABOUT 2.0 MI (3.2 KM) NORTH OF AMBOY.
 OP1422'
 OP1422'TO REACH THE ARK GO 1.85 MI (2.98 KM) NORTH ALONG TRUNK HIGHWAY 169
 OP1422'FROM THE SOUTH JUNCTION OF TRUNK HIGHWAY 169 AND TRUNK HIGHWAY 30 WEST
 OP1422'IN AMBOY, AT TRUNK HIGHWAY 169 MILE POINT 30.35.
 OP1422'
 OP1422'THE MARK IS LOCATED 131.5 FT (40.1 M) WEST OF TRUNK HIGHWAY 169, 103.9
 OP1422'FT (31.7 M) NORTHWEST OF UNDERGROUND CABLE PEDESTAL, 22.0 FT (6.7 M)
 OP1422'NORTH OF COUNTY ROAD 141, 2.0 FT (0.6 M) SOUTH OF A WITNESS POST.
 OP1422
 OP1422                          STATION RECOVERY (2017)
 OP1422
 OP1422'RECOVERY NOTE BY MN DEPT OF TRANSP 2017 (CDS)
 OP1422'2.0 MILES NORTH OF AMBOY, 1.85 MILES NORTH ALONG TRUNK HIGHWAY 169
 OP1422'FROM THE SOUTH JUNCTION OF TRUNK HIGHWAY 169 AND TRUNK HIGHWAY 30 WEST
 OP1422'IN AMBOY, AT TRUNK HIGHWAY 169 MILEPOINT 30.35, 131.5 FEET WEST OF
 OP1422'TRUNK HIGHWAY 169, 103.9 FEET NORTHWEST OF AN UNDERGROUND CABLE
 OP1422'PEDESTAL, 22.0 FEET NORTH OF COUNTY ROAD 141, 2.0 FEET SOUTH OF A
 OP1422'WITNESS POST.
 OP1422
 OP1422                          STATION RECOVERY (2022)
 OP1422
 OP1422'RECOVERY NOTE BY MN DEPT OF TRANSP 2022 (KMS)
 OP1422'2.0 MI (3.2 KM) NORTH OF AMBOY, 1.85 MI (2.98 KM) NORTH ALONG TRUNK
 OP1422'HIGHWAY 169 FROM THE SOUTH JUNCTION OF TRUNK HIGHWAY 169 AND TRUNK
 OP1422'HIGHWAY 30 (THE JUNCTION IS 0.5 MI (0.8 KM) NORTHWEST OF AMBOY), AT
 OP1422'TRUNK HIGHWAY 169 MILE POINT 30.35, 131.5 FT (40.1 M) WEST OF TRUNK
 OP1422'HIGHWAY 169, 103.9 FT (31.7 M) NORTHWEST OF AN UNDERGROUND CABLE
 OP1422'PEDESTAL, 22.0 FT (6.7 M) NORTH OF COUNTY ROAD 141, 1.0 FT (0.3 M)
 OP1422'EAST OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 OP1423 ***********************************************************************
 OP1423  DESIGNATION -  0712 H
 OP1423  PID         -  OP1423
 OP1423  STATE/COUNTY-  MN/BLUE EARTH
 OP1423  COUNTRY     -  US
 OP1423  USGS QUAD   -  AMBOY (2019)
 OP1423
 OP1423                         *CURRENT SURVEY CONTROL
 OP1423  ______________________________________________________________________
 OP1423* NAD 83(2011) POSITION- 43 55 14.02827(N) 094 10 23.70066(W)   ADJUSTED
 OP1423* NAD 83(2011) ELLIP HT-   288.845 (meters)        (01/17/18)   ADJUSTED
 OP1423* NAD 83(2011) EPOCH   -  2010.00
 OP1423* NAVD 88 ORTHO HEIGHT -   317.047 (meters)     1040.18  (feet) ADJUSTED
 OP1423  ______________________________________________________________________
 OP1423  GEOID HEIGHT    -        -28.212 (meters)                     GEOID18
 OP1423  NAD 83(2011) X  -   -334,885.636 (meters)                     COMP
 OP1423  NAD 83(2011) Y  - -4,589,609.863 (meters)                     COMP
 OP1423  NAD 83(2011) Z  -  4,401,938.604 (meters)                     COMP
 OP1423  LAPLACE CORR    -         -2.90  (seconds)                    DEFLEC18
 OP1423  DYNAMIC HEIGHT  -        316.992 (meters)     1040.00  (feet) COMP
 OP1423  MODELED GRAVITY -    980,434.2   (mgal)                       NAVD 88
 OP1423
 OP1423  VERT ORDER      -  SECOND    CLASS I
 OP1423
 OP1423  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 OP1423  Standards:
 OP1423         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 OP1423            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 OP1423  -------------------------------------------------------------------
 OP1423  NETWORK    1.11   2.14           0.50   0.39   1.09      0.15333142
 OP1423  -------------------------------------------------------------------
 OP1423  Click here for local accuracies and other accuracy information.
 OP1423
 OP1423.The horizontal coordinates were established by GPS observations
 OP1423.and adjusted by the MN DEPT OF TRANSP in January 2018.
 OP1423
 OP1423.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 OP1423.been affixed to the stable North American tectonic plate. See 
 OP1423.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 OP1423
 OP1423.The horizontal coordinates are valid at the epoch date displayed above
 OP1423.which is a decimal equivalence of Year/Month/Day.
 OP1423
 OP1423.The orthometric height was determined by differential leveling and
 OP1423.adjusted by the NATIONAL GEODETIC SURVEY
 OP1423.in May 2019.
 OP1423
 OP1423.Significant digits in the geoid height do not necessarily reflect accuracy.
 OP1423.GEOID18 height accuracy estimate available here.
 OP1423
 OP1423.Click photographs - Photos may exist for this station.
 OP1423
 OP1423.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 OP1423
 OP1423.The Laplace correction was computed from DEFLEC18 derived deflections.
 OP1423
 OP1423.The ellipsoidal height was determined by GPS observations
 OP1423.and is referenced to NAD 83.
 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. The following values were computed from the NAD 83(2011) position.
 OP1423
 OP1423;                    North         East     Units Scale Factor Converg.
 OP1423;SPC MN S     -   202,300.749   786,086.121   MT  0.99997309   -0 07 17.2
 OP1423;SPC MN S     -   663,715.04  2,579,017.55   sFT  0.99997309   -0 07 17.2
 OP1423;UTM  15      - 4,863,719.047   405,810.040   MT  0.99970912   -0 48 50.0
 OP1423
 OP1423!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OP1423!SPC MN S     -   0.99995471  x   0.99997309  =   0.99992780
 OP1423!UTM  15      -   0.99995471  x   0.99970912  =   0.99966384
 OP1423
 OP1423_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVJ0581063719(NAD 83)
 OP1423
 OP1423                          SUPERSEDED SURVEY CONTROL
 OP1423
 OP1423  NAVD 88 (06/15/95)  317.056  (m)         1040.21   (f) SUPERSEDED  2 1
 OP1423
 OP1423.Superseded values are not recommended for survey control.
 OP1423
 OP1423.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OP1423.See file dsdata.pdf to determine how the superseded data were derived.
 OP1423
 OP1423_MARKER: DV = VERTICAL CONTROL DISK
 OP1423_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 OP1423_STAMPING: 0712 H 1985
 OP1423_MARK LOGO: MNDT
 OP1423_PROJECTION: RECESSED 15 CENTIMETERS
 OP1423_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 OP1423_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OP1423_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OP1423+SATELLITE: SATELLITE OBSERVATIONS - September 14, 2022
 OP1423
 OP1423  HISTORY     - Date     Condition        Report By
 OP1423  HISTORY     - 19850901 MONUMENTED       MNDT
 OP1423  HISTORY     - 20160510 GOOD             MNDT
 OP1423  HISTORY     - 20170516 GOOD             MNDT
 OP1423  HISTORY     - 20220914 GOOD             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.
 OP1423
 OP1423                          STATION RECOVERY (2016)
 OP1423
 OP1423'RECOVERY NOTE BY MN DEPT OF TRANSP 2016 (KMS)
 OP1423'THE MARK IS LOCATED ABOUT 3.0 MI (4.8 KM) NORTH OF AMBOY.
 OP1423'
 OP1423'TO REACH THE MARK GO 2.0 MI (3.2 KM) NORTH ALONG TRUNK HIGHWAY 169
 OP1423'FROM THE JUNCTION OF TRUNK HIGHWAY 169 AND TRUNK HIGHWAY 30 (JUNCTION
 OP1423'IS 0.5 MI (0.8 KM) NORTHWEST OF AMBOY), AT TRUNK HIGHWAY 169 MILE
 OP1423'POINT 30.9.
 OP1423'
 OP1423'THE MARK IS LOCATED 91.5 FT (27.9 M) EAST OF TRUNK HIGHWAY 169, 24.0
 OP1423'FT (7.3 M) NORTH OF 127TH STREET, 2.0 FT (0.6 M) SOUTH OF A WITNESS
 OP1423'POST.
 OP1423
 OP1423                          STATION RECOVERY (2017)
 OP1423
 OP1423'RECOVERY NOTE BY MN DEPT OF TRANSP 2017 (ASL)
 OP1423'3.0 MILES NORTH OF AMBOY, 2.0 MILES NORTH ALONG TRUNK HIGHWAY 169 FROM
 OP1423'THE JUNCTION OF TRUNK HIGHWAY 169 AND TRUNK HIGHWAY 30 (THE JUNCTION
 OP1423'IS 0.5 MILE NORTHWEST OF AMBOY), AT TRUNK HIGHWAY 169 MILEPOINT 30.9,
 OP1423'91.5 FEET EAST OF TRUNK HIGHWAY 169, 24.0 FEET NORTH OF 127TH STREET,
 OP1423'2.0 FEET SOUTH OF A WITNESS POST.
 OP1423
 OP1423                          STATION RECOVERY (2022)
 OP1423
 OP1423'RECOVERY NOTE BY MN DEPT OF TRANSP 2022 (KMS)
 OP1423'3.0 MI (4.8 KM) NORTH OF AMBOY, 2.0 MI (3.2 KM) NORTH ALONG TRUNK
 OP1423'HIGHWAY 169 FROM THE JUNCTION OF TRUNK HIGHWAY 169 AND TRUNK HIGHWAY
 OP1423'30 (THE JUNCTION IS 0.5 MI (0.8 KM) NORTHWEST OF AMBOY), AT TRUNK
 OP1423'HIGHWAY 169 MILE POINT 30.9, 91.5 FT (27.9 M) EAST OF TRUNK HIGHWAY
 OP1423'169, 24.0 FT (7.3 M) NORTH OF 127TH STREET, 2.0 FT (0.6 M) SOUTH OF A
 OP1423'WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DQ5463 ***********************************************************************
 DQ5463  DESIGNATION -  0712 L RESET
 DQ5463  PID         -  DQ5463
 DQ5463  STATE/COUNTY-  MN/BLUE EARTH
 DQ5463  COUNTRY     -  US
 DQ5463  USGS QUAD   -  AMBOY (2019)
 DQ5463
 DQ5463                         *CURRENT SURVEY CONTROL
 DQ5463  ______________________________________________________________________
 DQ5463* NAD 83(1986) POSITION- 43 56 57.59   (N) 094 10 09.85   (W)   HD_HELD1
 DQ5463* NAVD 88 ORTHO HEIGHT -   312.432 (meters)     1025.04  (feet) ADJUSTED
 DQ5463  ______________________________________________________________________
 DQ5463  GEOID HEIGHT    -        -28.214 (meters)                     GEOID18
 DQ5463  DYNAMIC HEIGHT  -        312.378 (meters)     1024.86  (feet) COMP
 DQ5463  MODELED GRAVITY -    980,436.5   (mgal)                       NAVD 88
 DQ5463
 DQ5463  VERT ORDER      -  SECOND    CLASS I
 DQ5463
 DQ5463.The horizontal coordinates were determined by differentially corrected
 DQ5463.hand held GPS observations or other comparable positioning techniques
 DQ5463.and have an estimated accuracy of +/- 3 meters.
 DQ5463
 DQ5463.The orthometric height was determined by differential leveling and
 DQ5463.adjusted by the NATIONAL GEODETIC SURVEY
 DQ5463.in May 2019.
 DQ5463
 DQ5463.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ5463.GEOID18 height accuracy estimate available here.
 DQ5463
 DQ5463.Click photographs - Photos may exist for this station.
 DQ5463
 DQ5463.The dynamic height is computed by dividing the NAVD 88
 DQ5463.geopotential number by the normal gravity value computed on the
 DQ5463.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ5463.degrees latitude (g = 980.6199 gals.).
 DQ5463
 DQ5463.The modeled gravity was interpolated from observed gravity values.
 DQ5463
 DQ5463;                    North         East    Units  Estimated Accuracy
 DQ5463;SPC MN S     -   205,496.3     786,401.7     MT  (+/- 3 meters HH1 GPS) 
 DQ5463
 DQ5463_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVJ0616466909(NAD 83)
 DQ5463
 DQ5463                          SUPERSEDED SURVEY CONTROL
 DQ5463
 DQ5463.No superseded survey control is available for this station.
 DQ5463
 DQ5463_MARKER: I = METAL ROD
 DQ5463_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DQ5463_STAMPING: 0712 L RESET 2016
 DQ5463_MARK LOGO: MNDT
 DQ5463_PROJECTION: FLUSH
 DQ5463_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DQ5463_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ5463_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ5463+SATELLITE: SATELLITE OBSERVATIONS - September 14, 2022
 DQ5463_ROD/PIPE-DEPTH: 7.6 meters
 DQ5463
 DQ5463  HISTORY     - Date     Condition        Report By
 DQ5463  HISTORY     - 20160510 MONUMENTED       MNDT
 DQ5463  HISTORY     - 20220914 GOOD             MNDT
 DQ5463
 DQ5463                          STATION DESCRIPTION
 DQ5463
 DQ5463'DESCRIBED BY MN DEPT OF TRANSP 2016
 DQ5463'THE STATION IS LOCATED ABOUT 6.2 MI (10.0 KM) NORTHEAST OF WILLOW
 DQ5463'CREEK, 5.5 MI (8.8 KM) WEST-NORTHWEST OF STERLING CENTER AND 4.3 MI
 DQ5463'(6.9 KM) NORTH OF AMBOY.
 DQ5463'
 DQ5463'TO REACH THE MARK GO 1.05 MI (1.69 KM) SOUTH ALONG TRUNK HIGHWAY 169
 DQ5463'FROM THE JUNCTION OF TRUNK HIGHWAY 169 AND COUNTY ROAD 10 IN VERNON
 DQ5463'CENTER TO TRUNK HIGHWAY 169 MILE POINT 32.9, THEN 0.01 MI (0.02 KM)
 DQ5463'EAST ON DRIVEWAY NUMBER 13699(ENTRANCE TO VERNON CENTER CEMETERY).
 DQ5463'
 DQ5463'THE MARK IS LOCATED 45.5 FT (13.9 M) SOUTH OF DRIVEWAY NUMBER 13699,
 DQ5463'1.5 FT (0.5 M) WEST OF NORTH-SOUTH CEMETERY FENCE, 1.5 FT (0.5 M) WEST
 DQ5463'OF A WITNESS POST.
 DQ5463'
 DQ5463'NOTE-THE STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM ROD
 DQ5463'DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION REMOVABLE DISK
 DQ5463'SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH PVC
 DQ5463'PIPE BACK FILLED WITH WASHED SAND.
 DQ5463
 DQ5463                          STATION RECOVERY (2022)
 DQ5463
 DQ5463'RECOVERY NOTE BY MN DEPT OF TRANSP 2022 (KMS)
 DQ5463'1.0 MI (1.6 KM) SOUTH OF VERNON CENTER, 1.05 MI (1.69 KM) SOUTH ALONG
 DQ5463'TRUNK HIGHWAY 169 FROM THE JUNCTION OF TRUNK HIGHWAY 169 AND COUNTY
 DQ5463'ROAD 10 IN VERNON CENTER TO TRUNK HIGHWAY 169 MILE POINT 32.9, THEN
 DQ5463'0.01 MI (0.02 KM) EAST ON DRIVEWAY NUMBER 13699 (THE ENTRANCE TO THE
 DQ5463'VERNON CENTER CEMETERY), 45.5 FT (13.9 M) SOUTH OF DRIVEWAY NUMBER
 DQ5463'13699, 1.5 FT (0.5 M) WEST OF A NORTH-SOUTH CEMETERY FENCE, 1.5 FT
 DQ5463'(0.5 M) WEST OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 OP1430 ***********************************************************************
 OP1430  DESIGNATION -  0712 M
 OP1430  PID         -  OP1430
 OP1430  STATE/COUNTY-  MN/BLUE EARTH
 OP1430  COUNTRY     -  US
 OP1430  USGS QUAD   -  AMBOY (2019)
 OP1430
 OP1430                         *CURRENT SURVEY CONTROL
 OP1430  ______________________________________________________________________
 OP1430* NAD 83(1986) POSITION- 43 57 21.39   (N) 094 10 15.00   (W)   HD_HELD1
 OP1430* NAVD 88 ORTHO HEIGHT -   297.581 (meters)      976.31  (feet) ADJUSTED
 OP1430  ______________________________________________________________________
 OP1430  GEOID HEIGHT    -        -28.212 (meters)                     GEOID18
 OP1430  DYNAMIC HEIGHT  -        297.530 (meters)      976.15  (feet) COMP
 OP1430  MODELED GRAVITY -    980,437.1   (mgal)                       NAVD 88
 OP1430
 OP1430  VERT ORDER      -  SECOND    CLASS I
 OP1430
 OP1430.The horizontal coordinates were determined by differentially corrected
 OP1430.hand held GPS observations or other comparable positioning techniques
 OP1430.and have an estimated accuracy of +/- 3 meters.
 OP1430
 OP1430.The orthometric height was determined by differential leveling and
 OP1430.adjusted by the NATIONAL GEODETIC SURVEY
 OP1430.in May 2019.
 OP1430
 OP1430.Significant digits in the geoid height do not necessarily reflect accuracy.
 OP1430.GEOID18 height accuracy estimate available here.
 OP1430
 OP1430.Click photographs - Photos may exist for this station.
 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     -   206,231.1     786,288.4     MT  (+/- 3 meters HH1 GPS) 
 OP1430
 OP1430_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVJ0605967645(NAD 83)
 OP1430
 OP1430                          SUPERSEDED SURVEY CONTROL
 OP1430
 OP1430  NAVD 88 (06/15/95)  297.583  (m)          976.32   (f) SUPERSEDED  2 1
 OP1430
 OP1430.Superseded values are not recommended for survey control.
 OP1430
 OP1430.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OP1430.See file dsdata.pdf to determine how the superseded data were derived.
 OP1430
 OP1430_MARKER: DV = VERTICAL CONTROL 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: MNHD
 OP1430_MAGNETIC: N = NO MAGNETIC MATERIAL
 OP1430_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OP1430_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 OP1430+SATELLITE: SATELLITE OBSERVATIONS - September 14, 2022
 OP1430
 OP1430  HISTORY     - Date     Condition        Report By
 OP1430  HISTORY     - 1985     MONUMENTED       MNDT
 OP1430  HISTORY     - 20160510 GOOD             MNDT
 OP1430  HISTORY     - 20220914 GOOD             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.
 OP1430
 OP1430                          STATION RECOVERY (2016)
 OP1430
 OP1430'RECOVERY NOTE BY MN DEPT OF TRANSP 2016 (KMS)
 OP1430'RECOVERED AS DESCRIBED.
 OP1430
 OP1430                          STATION RECOVERY (2022)
 OP1430
 OP1430'RECOVERY NOTE BY MN DEPT OF TRANSP 2022 (KMS)
 OP1430'0.5 MI (0.8 KM) SOUTH OF VERNON CENTER, IN THE SOUTHEAST CORNER OF
 OP1430'TRUNK HIGHWAY 169 BRIDGE NUMBER 07037 OVER THE BLUE EARTH RIVER, 0.55
 OP1430'MI (0.88 KM) SOUTH ALONG TRUNK HIGHWAY 169 FROM THE JUNCTION OF TRUNK
 OP1430'HIGHWAY 169 AND COUNTY ROAD 10 IN VERNON CENTER, AT TRUNK HIGHWAY 169
 OP1430'MILE POINT 33.40, 26.2 FT (8.0 M) EAST OF TRUNK HIGHWAY 169.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 OP1431 ***********************************************************************
 OP1431  DESIGNATION -  0712 M 1
 OP1431  PID         -  OP1431
 OP1431  STATE/COUNTY-  MN/BLUE EARTH
 OP1431  COUNTRY     -  US
 OP1431  USGS QUAD   -  AMBOY (2019)
 OP1431
 OP1431                         *CURRENT SURVEY CONTROL
 OP1431  ______________________________________________________________________
 OP1431* NAD 83(1986) POSITION- 43 57 23.81   (N) 094 10 13.74   (W)   HD_HELD1
 OP1431* NAVD 88 ORTHO HEIGHT -   297.964 (meters)      977.57  (feet) ADJUSTED
 OP1431  ______________________________________________________________________
 OP1431  GEOID HEIGHT    -        -28.212 (meters)                     GEOID18
 OP1431  DYNAMIC HEIGHT  -        297.913 (meters)      977.40  (feet) COMP
 OP1431  MODELED GRAVITY -    980,437.1   (mgal)                       NAVD 88
 OP1431
 OP1431  VERT ORDER      -  SECOND    CLASS I
 OP1431
 OP1431.The horizontal coordinates were determined by differentially corrected
 OP1431.hand held GPS observations or other comparable positioning techniques
 OP1431.and have an estimated accuracy of +/- 3 meters.
 OP1431
 OP1431.The orthometric height was determined by differential leveling and
 OP1431.adjusted by the NATIONAL GEODETIC SURVEY
 OP1431.in May 2019.
 OP1431
 OP1431.Significant digits in the geoid height do not necessarily reflect accuracy.
 OP1431.GEOID18 height accuracy estimate available here.
 OP1431
 OP1431.Click photographs - Photos may exist for this station.
 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     -   206,305.8     786,316.7     MT  (+/- 3 meters HH1 GPS) 
 OP1431
 OP1431_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVJ0608867719(NAD 83)
 OP1431
 OP1431                          SUPERSEDED SURVEY CONTROL
 OP1431
 OP1431  NAVD 88 (06/15/95)  297.968  (m)          977.58   (f) SUPERSEDED  2 1
 OP1431
 OP1431.Superseded values are not recommended for survey control.
 OP1431
 OP1431.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OP1431.See file dsdata.pdf to determine how the superseded data were derived.
 OP1431
 OP1431_MARKER: DV = VERTICAL CONTROL 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: MNHD
 OP1431_MAGNETIC: N = NO MAGNETIC MATERIAL
 OP1431_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OP1431_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 OP1431+SATELLITE: SATELLITE OBSERVATIONS - September 14, 2022
 OP1431
 OP1431  HISTORY     - Date     Condition        Report By
 OP1431  HISTORY     - 1985     MONUMENTED       MNDT
 OP1431  HISTORY     - 20160510 GOOD             MNDT
 OP1431  HISTORY     - 20220914 GOOD             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.
 OP1431
 OP1431                          STATION RECOVERY (2016)
 OP1431
 OP1431'RECOVERY NOTE BY MN DEPT OF TRANSP 2016 (KMS)
 OP1431'RECOVERED AS DESCRIBED.
 OP1431
 OP1431                          STATION RECOVERY (2022)
 OP1431
 OP1431'RECOVERY NOTE BY MN DEPT OF TRANSP 2022 (KMS)
 OP1431'0.5 MI (0.8 KM) SOUTH OF VERNON CENTER, IN THE NORTHEAST CORNER OF
 OP1431'TRUNK HIGHWAY 169 BRIDGE NUMBER 07037 OVER THE BLUE EARTH RIVER, 0.5
 OP1431'MI (0.8 KM) SOUTH ALONG TRUNK HIGHWAY 169 FROM THE JUNCTION OF TRUNK
 OP1431'HIGHWAY 169 AND COUNTY ROAD 10 IN VERNON CENTER, AT TRUNK HIGHWAY 169
 OP1431'MILE POINT 33.45, 26.0 FT (7.9 M) EAST OF TRUNK HIGHWAY 169.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DQ5457 ***********************************************************************
 DQ5457  DESIGNATION -  0712 N RESET
 DQ5457  PID         -  DQ5457
 DQ5457  STATE/COUNTY-  MN/BLUE EARTH
 DQ5457  COUNTRY     -  US
 DQ5457  USGS QUAD   -  AMBOY (2019)
 DQ5457
 DQ5457                         *CURRENT SURVEY CONTROL
 DQ5457  ______________________________________________________________________
 DQ5457* NAD 83(1986) POSITION- 43 58 23.69   (N) 094 10 09.68   (W)   HD_HELD1
 DQ5457* NAVD 88 ORTHO HEIGHT -   313.200 (meters)     1027.56  (feet) ADJUSTED
 DQ5457  ______________________________________________________________________
 DQ5457  GEOID HEIGHT    -        -28.214 (meters)                     GEOID18
 DQ5457  DYNAMIC HEIGHT  -        313.146 (meters)     1027.38  (feet) COMP
 DQ5457  MODELED GRAVITY -    980,438.0   (mgal)                       NAVD 88
 DQ5457
 DQ5457  VERT ORDER      -  SECOND    CLASS I
 DQ5457
 DQ5457.The horizontal coordinates were determined by differentially corrected
 DQ5457.hand held GPS observations or other comparable positioning techniques
 DQ5457.and have an estimated accuracy of +/- 3 meters.
 DQ5457
 DQ5457.The orthometric height was determined by differential leveling and
 DQ5457.adjusted by the NATIONAL GEODETIC SURVEY
 DQ5457.in May 2019.
 DQ5457
 DQ5457.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ5457.GEOID18 height accuracy estimate available here.
 DQ5457
 DQ5457.Click photographs - Photos may exist for this station.
 DQ5457
 DQ5457.The dynamic height is computed by dividing the NAVD 88
 DQ5457.geopotential number by the normal gravity value computed on the
 DQ5457.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ5457.degrees latitude (g = 980.6199 gals.).
 DQ5457
 DQ5457.The modeled gravity was interpolated from observed gravity values.
 DQ5457
 DQ5457;                    North         East    Units  Estimated Accuracy
 DQ5457;SPC MN S     -   208,153.7     786,411.0     MT  (+/- 3 meters HH1 GPS) 
 DQ5457
 DQ5457_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVJ0620569566(NAD 83)
 DQ5457
 DQ5457                          SUPERSEDED SURVEY CONTROL
 DQ5457
 DQ5457.No superseded survey control is available for this station.
 DQ5457
 DQ5457_MARKER: I = METAL ROD
 DQ5457_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DQ5457_STAMPING: 0712 N 1 RESET 2016
 DQ5457_MARK LOGO: MNDT
 DQ5457_PROJECTION: RECESSED 5 CENTIMETERS
 DQ5457_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DQ5457_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ5457_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DQ5457+SATELLITE: SATELLITE OBSERVATIONS - September 14, 2022
 DQ5457_ROD/PIPE-DEPTH: 7.6 meters
 DQ5457
 DQ5457  HISTORY     - Date     Condition        Report By
 DQ5457  HISTORY     - 20160510 MONUMENTED       MNDT
 DQ5457  HISTORY     - 20220914 GOOD             MNDT
 DQ5457
 DQ5457                          STATION DESCRIPTION
 DQ5457
 DQ5457'DESCRIBED BY MN DEPT OF TRANSP 2016
 DQ5457'THE MARK IS LOCATED ABOUT 0.75 MI (1.21 KM) NORTH OF VERNON CENTER.
 DQ5457'
 DQ5457'TO REACH THE MARK GO 0.65 MI (1.05 KM) NORTH ON TRUNK HIGHWAY 169 FROM
 DQ5457'THE JUNCTION OF TRUNK HIGHWAY 169 AND COUNTY ROAD 10 IN VERNON CENTER,
 DQ5457'AT TRUNK HIGHWAY 169 MILE POINT 34.55.
 DQ5457'
 DQ5457'THE MARK IS LOCATED 99.0 FT (30.2 M) WEST OF TRUNK HIGHWAY 169, 3.4 FT
 DQ5457'(1.0 M) SOUTH OF THE SOUTHEAST CORNER OF PLOWING CONTEST MONUMENT.
 DQ5457'
 DQ5457'NOTE-THE STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM ROD
 DQ5457'DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION REMOVABLE DISK
 DQ5457'SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH PVC
 DQ5457'PIPE BACK FILLED WITH WASHED SAND.
 DQ5457
 DQ5457                          STATION RECOVERY (2022)
 DQ5457
 DQ5457'RECOVERY NOTE BY MN DEPT OF TRANSP 2022 (KMS)
 DQ5457'0.75 MI (1.21 KM) NORTH OF VERNON CENTER, 0.65 MI (1.05 KM) NORTH ON
 DQ5457'TRUNK HIGHWAY 169 FROM THE JUNCTION OF TRUNK HIGHWAY 169 AND COUNTY
 DQ5457'ROAD 10 IN VERNON CENTER, AT TRUNK HIGHWAY 169 MILE POINT 34.55, 99.0
 DQ5457'FT (30.2 M) WEST OF TRUNK HIGHWAY 169, 3.4 FT (1.0 M) SOUTH OF THE
 DQ5457'SOUTHEAST CORNER OF THE PLOWING CONTEST MONUMENT.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 OP1437 ***********************************************************************
 OP1437  DESIGNATION -  0712 P
 OP1437  PID         -  OP1437
 OP1437  STATE/COUNTY-  MN/BLUE EARTH
 OP1437  COUNTRY     -  US
 OP1437  USGS QUAD   -  AMBOY (2019)
 OP1437
 OP1437                         *CURRENT SURVEY CONTROL
 OP1437  ______________________________________________________________________
 OP1437* NAD 83(1986) POSITION- 43 59 07.60   (N) 094 10 08.75   (W)   HD_HELD1
 OP1437* NAVD 88 ORTHO HEIGHT -   307.670 (meters)     1009.41  (feet) ADJUSTED
 OP1437  ______________________________________________________________________
 OP1437  GEOID HEIGHT    -        -28.218 (meters)                     GEOID18
 OP1437  DYNAMIC HEIGHT  -        307.617 (meters)     1009.24  (feet) COMP
 OP1437  MODELED GRAVITY -    980,438.6   (mgal)                       NAVD 88
 OP1437
 OP1437  VERT ORDER      -  SECOND    CLASS I
 OP1437
 OP1437.The horizontal coordinates were determined by differentially corrected
 OP1437.hand held GPS observations or other comparable positioning techniques
 OP1437.and have an estimated accuracy of +/- 3 meters.
 OP1437
 OP1437.The orthometric height was determined by differential leveling and
 OP1437.adjusted by the NATIONAL GEODETIC SURVEY
 OP1437.in May 2019.
 OP1437
 OP1437.Significant digits in the geoid height do not necessarily reflect accuracy.
 OP1437.GEOID18 height accuracy estimate available here.
 OP1437
 OP1437.Click photographs - Photos may exist for this station.
 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     -   209,508.8     786,434.6     MT  (+/- 3 meters HH1 GPS) 
 OP1437
 OP1437_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVJ0624570920(NAD 83)
 OP1437
 OP1437                          SUPERSEDED SURVEY CONTROL
 OP1437
 OP1437  NAVD 88 (06/15/95)  307.673  (m)         1009.42   (f) SUPERSEDED  2 1
 OP1437
 OP1437.Superseded values are not recommended for survey control.
 OP1437
 OP1437.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OP1437.See file dsdata.pdf to determine how the superseded data were derived.
 OP1437
 OP1437_MARKER: DV = VERTICAL CONTROL DISK
 OP1437_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 OP1437_STAMPING: 0712 P 1985
 OP1437_MARK LOGO: MNDT
 OP1437_PROJECTION: FLUSH
 OP1437_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 OP1437_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OP1437_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 OP1437+SATELLITE: SATELLITE OBSERVATIONS - September 14, 2022
 OP1437
 OP1437  HISTORY     - Date     Condition        Report By
 OP1437  HISTORY     - 19850901 MONUMENTED       MNDT
 OP1437  HISTORY     - 20160510 GOOD             MNDT
 OP1437  HISTORY     - 20220914 GOOD             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.
 OP1437
 OP1437                          STATION RECOVERY (2016)
 OP1437
 OP1437'RECOVERY NOTE BY MN DEPT OF TRANSP 2016 (KMS)
 OP1437'THE MARK IS LOCATED ABOUT 1.5 MI (2.4 KM) NORTH OF VERNON CENTER.
 OP1437'
 OP1437'TO REACH THE MARK GO 1.5 MI (2.4 KM) NORTH ALONG TRUNK HIGHWAY 169
 OP1437'FROM THE JUNCTION OF TRUNK HIGHWAY 169 AND COUNTY ROAD 10 IN VERNON
 OP1437'CENTER, AT TRUNK HIGHWAY 169 MILE POINT 35.4.
 OP1437'
 OP1437'THE MARK IS LOCATED 115.0 FT (35.1 M) WEST OF TRUNK HIGHWAY 169, 32.5
 OP1437'FT (9.9 M) SOUTH OF 150TH STREET, 2.2 FT (0.7 M) WEST OF A WITNESS
 OP1437'POST.
 OP1437
 OP1437                          STATION RECOVERY (2022)
 OP1437
 OP1437'RECOVERY NOTE BY MN DEPT OF TRANSP 2022 (KMS)
 OP1437'1.5 MI (2.4 KM) NORTH OF VERNON CENTER, 1.5 MI (2.4 KM) NORTH ALONG
 OP1437'TRUNK HIGHWAY 169 FROM THE JUNCTION OF TRUNK HIGHWAY 169 AND COUNTY
 OP1437'ROAD 10 IN VERNON CENTER, AT TRUNK HIGHWAY 169 MILE POINT 35.4, 115.0
 OP1437'FT (35.1 M) WEST OF TRUNK HIGHWAY 169, 32.5 FT (9.9 M) SOUTH OF 150TH
 OP1437'STREET, 2.2 FT (0.7 M) WEST OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DQ5455 ***********************************************************************
 DQ5455  DESIGNATION -  0712 Q RESET
 DQ5455  PID         -  DQ5455
 DQ5455  STATE/COUNTY-  MN/BLUE EARTH
 DQ5455  COUNTRY     -  US
 DQ5455  USGS QUAD   -  AMBOY (2019)
 DQ5455
 DQ5455                         *CURRENT SURVEY CONTROL
 DQ5455  ______________________________________________________________________
 DQ5455* NAD 83(1986) POSITION- 43 59 47.10   (N) 094 10 05.81   (W)   HD_HELD1
 DQ5455* NAVD 88 ORTHO HEIGHT -   305.139 (meters)     1001.11  (feet) ADJUSTED
 DQ5455  ______________________________________________________________________
 DQ5455  GEOID HEIGHT    -        -28.223 (meters)                     GEOID18
 DQ5455  DYNAMIC HEIGHT  -        305.087 (meters)     1000.94  (feet) COMP
 DQ5455  MODELED GRAVITY -    980,438.9   (mgal)                       NAVD 88
 DQ5455
 DQ5455  VERT ORDER      -  SECOND    CLASS I
 DQ5455
 DQ5455.The horizontal coordinates were determined by differentially corrected
 DQ5455.hand held GPS observations or other comparable positioning techniques
 DQ5455.and have an estimated accuracy of +/- 3 meters.
 DQ5455
 DQ5455.The orthometric height was determined by differential leveling and
 DQ5455.adjusted by the NATIONAL GEODETIC SURVEY
 DQ5455.in May 2019.
 DQ5455
 DQ5455.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ5455.GEOID18 height accuracy estimate available here.
 DQ5455
 DQ5455.Click photographs - Photos may exist for this station.
 DQ5455
 DQ5455.The dynamic height is computed by dividing the NAVD 88
 DQ5455.geopotential number by the normal gravity value computed on the
 DQ5455.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ5455.degrees latitude (g = 980.6199 gals.).
 DQ5455
 DQ5455.The modeled gravity was interpolated from observed gravity values.
 DQ5455
 DQ5455;                    North         East    Units  Estimated Accuracy
 DQ5455;SPC MN S     -   210,727.8     786,502.6     MT  (+/- 3 meters HH1 GPS) 
 DQ5455
 DQ5455_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVJ0632872138(NAD 83)
 DQ5455
 DQ5455                          SUPERSEDED SURVEY CONTROL
 DQ5455
 DQ5455.No superseded survey control is available for this station.
 DQ5455
 DQ5455_MARKER: I = METAL ROD
 DQ5455_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DQ5455_STAMPING: 0712 Q RESET 2016
 DQ5455_MARK LOGO: MNDT
 DQ5455_PROJECTION: RECESSED 5 CENTIMETERS
 DQ5455_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DQ5455_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ5455_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DQ5455+SATELLITE: SATELLITE OBSERVATIONS - September 14, 2022
 DQ5455_ROD/PIPE-DEPTH: 7.6 meters
 DQ5455
 DQ5455  HISTORY     - Date     Condition        Report By
 DQ5455  HISTORY     - 20160510 MONUMENTED       MNDT
 DQ5455  HISTORY     - 20220914 GOOD             MNDT
 DQ5455
 DQ5455                          STATION DESCRIPTION
 DQ5455
 DQ5455'DESCRIBED BY MN DEPT OF TRANSP 2016
 DQ5455'THE MARK IS LOCATED ABOUT 2.25 MI (3.62 KM) NORTH OF VERNON CENTER.
 DQ5455'
 DQ5455'TO REACH THE MARK GO 2.2 MI (3.5 KM) NORTH ALONG TRUNK HIGHWAY 169
 DQ5455'FROM THE JUNCTION OF TRUNK HIGHWAY 169 AND COUNTY ROAD 10 IN VERNON
 DQ5455'CENTER, TO TRUNK HIGHWAY 169 MILE POINT 36.15, THEN 0.05 MI (0.08 KM)
 DQ5455'EAST AND NORTH ON 526TH AVENUE.
 DQ5455'
 DQ5455'THE MARK IS LOCATED 27.0 FT (8.2 M) EAST OF 526TH AVENUE, 5.0 FT (1.5
 DQ5455'M) SOUTH OF POWER POLE, 1.4 FT (0.4 M) WEST OF A WITNESS POST.
 DQ5455'
 DQ5455'NOTE-THE STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM ROD
 DQ5455'DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION REMOVABLE DISK
 DQ5455'SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH PVC
 DQ5455'PIPE BACK FILLED WITH WASHED SAND.
 DQ5455
 DQ5455                          STATION RECOVERY (2022)
 DQ5455
 DQ5455'RECOVERY NOTE BY MN DEPT OF TRANSP 2022 (KMS)
 DQ5455'2.25 MI (3.62 KM) NORTH OF VERNON CENTER, 2.2 MI (3.5 KM) NORTH ALONG
 DQ5455'TRUNK HIGHWAY 169 FROM THE JUNCTION OF TRUNK HIGHWAY 169 AND COUNTY
 DQ5455'ROAD 10 IN VERNON CENTER, TO TRUNK HIGHWAY 169 MILE POINT 36.15, THEN
 DQ5455'0.05 MI (0.08 KM) EAST AND NORTH ON 526TH AVENUE, 27.0 FT (8.2 M) EAST
 DQ5455'OF 526TH AVENUE, 5.0 FT (1.5 M) SOUTH OF A POWER POLE, 1.4 FT (0.4 M)
 DQ5455'WEST OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DQ5451 ***********************************************************************
 DQ5451  DESIGNATION -  0712 S RESET
 DQ5451  PID         -  DQ5451
 DQ5451  STATE/COUNTY-  MN/BLUE EARTH
 DQ5451  COUNTRY     -  US
 DQ5451  USGS QUAD   -  LAKE CRYSTAL (2019)
 DQ5451
 DQ5451                         *CURRENT SURVEY CONTROL
 DQ5451  ______________________________________________________________________
 DQ5451* NAD 83(2011) POSITION- 44 02 10.92515(N) 094 10 44.11693(W)   ADJUSTED
 DQ5451* NAD 83(2011) ELLIP HT-   267.696 (meters)        (01/17/18)   ADJUSTED
 DQ5451* NAD 83(2011) EPOCH   -  2010.00
 DQ5451* NAVD 88 ORTHO HEIGHT -   295.949 (meters)      970.96  (feet) ADJUSTED
 DQ5451  ______________________________________________________________________
 DQ5451  GEOID HEIGHT    -        -28.236 (meters)                     GEOID18
 DQ5451  NAD 83(2011) X  -   -334,687.685 (meters)                     COMP
 DQ5451  NAD 83(2011) Y  - -4,580,650.004 (meters)                     COMP
 DQ5451  NAD 83(2011) Z  -  4,411,183.620 (meters)                     COMP
 DQ5451  LAPLACE CORR    -         -1.87  (seconds)                    DEFLEC18
 DQ5451  DYNAMIC HEIGHT  -        295.898 (meters)      970.79  (feet) COMP
 DQ5451  MODELED GRAVITY -    980,436.8   (mgal)                       NAVD 88
 DQ5451
 DQ5451  VERT ORDER      -  SECOND    CLASS I
 DQ5451
 DQ5451  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DQ5451  Standards:
 DQ5451         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DQ5451            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DQ5451  -------------------------------------------------------------------
 DQ5451  NETWORK    1.26   2.43           0.55   0.47   1.24     -0.10395892
 DQ5451  -------------------------------------------------------------------
 DQ5451  Click here for local accuracies and other accuracy information.
 DQ5451
 DQ5451.The horizontal coordinates were established by GPS observations
 DQ5451.and adjusted by the MN DEPT OF TRANSP in January 2018.
 DQ5451
 DQ5451.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DQ5451.been affixed to the stable North American tectonic plate. See 
 DQ5451.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DQ5451
 DQ5451.The horizontal coordinates are valid at the epoch date displayed above
 DQ5451.which is a decimal equivalence of Year/Month/Day.
 DQ5451
 DQ5451.The orthometric height was determined by differential leveling and
 DQ5451.adjusted by the NATIONAL GEODETIC SURVEY
 DQ5451.in May 2019.
 DQ5451
 DQ5451.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ5451.GEOID18 height accuracy estimate available here.
 DQ5451
 DQ5451.Click photographs - Photos may exist for this station.
 DQ5451
 DQ5451.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DQ5451
 DQ5451.The Laplace correction was computed from DEFLEC18 derived deflections.
 DQ5451
 DQ5451.The ellipsoidal height was determined by GPS observations
 DQ5451.and is referenced to NAD 83.
 DQ5451
 DQ5451.The dynamic height is computed by dividing the NAVD 88
 DQ5451.geopotential number by the normal gravity value computed on the
 DQ5451.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ5451.degrees latitude (g = 980.6199 gals.).
 DQ5451
 DQ5451.The modeled gravity was interpolated from observed gravity values.
 DQ5451
 DQ5451. The following values were computed from the NAD 83(2011) position.
 DQ5451
 DQ5451;                    North         East     Units Scale Factor Converg.
 DQ5451;SPC MN S     -   215,168.501   785,658.827   MT  0.99995479   -0 07 31.5
 DQ5451;SPC MN S     -   705,931.99  2,577,615.67   sFT  0.99995479   -0 07 31.5
 DQ5451;UTM  15      - 4,876,587.755   405,538.547   MT  0.99970974   -0 49 10.4
 DQ5451
 DQ5451!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DQ5451!SPC MN S     -   0.99995803  x   0.99995479  =   0.99991282
 DQ5451!UTM  15      -   0.99995803  x   0.99970974  =   0.99966778
 DQ5451
 DQ5451_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVJ0553876587(NAD 83)
 DQ5451
 DQ5451                          SUPERSEDED SURVEY CONTROL
 DQ5451
 DQ5451.No superseded survey control is available for this station.
 DQ5451
 DQ5451_MARKER: I = METAL ROD
 DQ5451_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DQ5451_STAMPING: 0712 S RESET 2016
 DQ5451_MARK LOGO: MNDT
 DQ5451_PROJECTION: RECESSED 20 CENTIMETERS
 DQ5451_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DQ5451_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ5451_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ5451+SATELLITE: SATELLITE OBSERVATIONS - September 14, 2022
 DQ5451_ROD/PIPE-DEPTH: 7.6 meters
 DQ5451
 DQ5451  HISTORY     - Date     Condition        Report By
 DQ5451  HISTORY     - 20160511 MONUMENTED       MNDT
 DQ5451  HISTORY     - 20170516 GOOD             MNDT
 DQ5451  HISTORY     - 20220914 GOOD             MNDT
 DQ5451
 DQ5451                          STATION DESCRIPTION
 DQ5451
 DQ5451'DESCRIBED BY MN DEPT OF TRANSP 2016
 DQ5451'THE MARK IS LOCATED ABOUT 5.0 MI (8.0 KM) NORTH OF VERNON CENTER.
 DQ5451'
 DQ5451'THE MARK IS LOCATED 5.5 MI (8.8 KM) NORTH ALONG TRUNK HIGHWAY 169 FROM
 DQ5451'THE JUNCTION OF TRUNK HIGHWAY 169 AND COUNTY ROAD 10 IN VERNON CENTER
 DQ5451'TO TRUNK HIGHWAY 169 MILEPOST 39.0, THEN 0.05 MI (0.08 KM) WEST ON
 DQ5451'COUNTY ROAD 129.
 DQ5451'
 DQ5451'THE MARK IS LOCATED 37.5 FT (11.4 M) NORTH OF COUNTY ROAD 129(169TH
 DQ5451'STREET), 2.2 FT (0.7 M) WEST OF A WITNESS POST.
 DQ5451'
 DQ5451'NOTE-THE STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM ROD
 DQ5451'DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION REMOVABLE DISK
 DQ5451'SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH PVC
 DQ5451'PIPE BACK FILLED WITH WASHED SAND.
 DQ5451
 DQ5451                          STATION RECOVERY (2017)
 DQ5451
 DQ5451'RECOVERY NOTE BY MN DEPT OF TRANSP 2017 (CDS)
 DQ5451'5.0 MILES NORTH OF VERNON CENTER, 5.5 MILES NORTH ALONG TRUNK HIGHWAY
 DQ5451'169 FROM THE JUNCTION OF TRUNK HIGHWAY 169 AND COUNTY ROAD 10 IN
 DQ5451'VERNON CENTER TO TRUNK HIGHWAY 169 MILEPOST 39.0, THEN 0.05 MILE WEST
 DQ5451'ON COUNTY ROAD 129, 37.5 FEET NORTH OF COUNTY ROAD 129(169TH STREET),
 DQ5451'2.2 FEET WEST OF A WITNESS POST.
 DQ5451
 DQ5451                          STATION RECOVERY (2022)
 DQ5451
 DQ5451'RECOVERY NOTE BY MN DEPT OF TRANSP 2022 (KMS)
 DQ5451'5.0 MI (8.0 KM) NORTH OF VERNON CENTER, 5.5 MI (8.8 KM) NORTH ALONG
 DQ5451'TRUNK HIGHWAY 169 FROM THE JUNCTION OF TRUNK HIGHWAY 169 AND COUNTY
 DQ5451'ROAD 10 IN VERNON CENTER TO TRUNK HIGHWAY 169 MILEPOST 39.0, THEN 0.05
 DQ5451'MI (0.08 KM) WEST ON COUNTY ROAD 129, 37.5 FT (11.4 M) NORTH OF COUNTY
 DQ5451'ROAD 129 (169TH STREET), 2.2 FT (0.7 M) WEST OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 PQ1780 ***********************************************************************
 PQ1780  DESIGNATION -  0712 T
 PQ1780  PID         -  PQ1780
 PQ1780  STATE/COUNTY-  MN/BLUE EARTH
 PQ1780  COUNTRY     -  US
 PQ1780  USGS QUAD   -  LAKE CRYSTAL (2019)
 PQ1780
 PQ1780                         *CURRENT SURVEY CONTROL
 PQ1780  ______________________________________________________________________
 PQ1780* NAD 83(1986) POSITION- 44 02 37.71   (N) 094 10 19.39   (W)   HD_HELD1
 PQ1780* NAVD 88 ORTHO HEIGHT -   279.922 (meters)      918.38  (feet) ADJUSTED
 PQ1780  ______________________________________________________________________
 PQ1780  GEOID HEIGHT    -        -28.244 (meters)                     GEOID18
 PQ1780  DYNAMIC HEIGHT  -        279.873 (meters)      918.22  (feet) COMP
 PQ1780  MODELED GRAVITY -    980,437.7   (mgal)                       NAVD 88
 PQ1780
 PQ1780  VERT ORDER      -  SECOND    CLASS I
 PQ1780
 PQ1780.The horizontal coordinates were determined by differentially corrected
 PQ1780.hand held GPS observations or other comparable positioning techniques
 PQ1780.and have an estimated accuracy of +/- 3 meters.
 PQ1780
 PQ1780.The orthometric height was determined by differential leveling and
 PQ1780.adjusted by the NATIONAL GEODETIC SURVEY
 PQ1780.in May 2019.
 PQ1780
 PQ1780.Significant digits in the geoid height do not necessarily reflect accuracy.
 PQ1780.GEOID18 height accuracy estimate available here.
 PQ1780
 PQ1780.Click photographs - Photos may exist for this station.
 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     -   215,994.0     786,211.1     MT  (+/- 3 meters HH1 GPS) 
 PQ1780
 PQ1780_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVJ0610077406(NAD 83)
 PQ1780
 PQ1780                          SUPERSEDED SURVEY CONTROL
 PQ1780
 PQ1780  NAVD 88 (06/15/95)  279.926  (m)          918.39   (f) SUPERSEDED  2 1
 PQ1780
 PQ1780.Superseded values are not recommended for survey control.
 PQ1780
 PQ1780.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PQ1780.See file dsdata.pdf to determine how the superseded data were derived.
 PQ1780
 PQ1780_MARKER: DV = VERTICAL CONTROL DISK
 PQ1780_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 PQ1780_STAMPING: 0712 T 1985
 PQ1780_MARK LOGO: MNDT
 PQ1780_PROJECTION: RECESSED 25 CENTIMETERS
 PQ1780_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 PQ1780_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PQ1780_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 PQ1780+SATELLITE: SATELLITE OBSERVATIONS - September 14, 2022
 PQ1780
 PQ1780  HISTORY     - Date     Condition        Report By
 PQ1780  HISTORY     - 19850901 MONUMENTED       MNDT
 PQ1780  HISTORY     - 20160511 GOOD             MNDT
 PQ1780  HISTORY     - 20220914 GOOD             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.
 PQ1780
 PQ1780                          STATION RECOVERY (2016)
 PQ1780
 PQ1780'RECOVERY NOTE BY MN DEPT OF TRANSP 2016 (KMS)
 PQ1780'THE MARK IS LOCATED ABOUT 5.5 MI (8.8 KM) NORTH OF VERNON CENTER.
 PQ1780'
 PQ1780'TO REACH THE MARK GO 5.75 MI (9.25 KM) NORTH ALONG TRUNK HIGHWAY 169
 PQ1780'FROM THE JUNCTION OF TRUNK HIGHWAY 169 AND COUNTY ROAD 10 IN VERNON
 PQ1780'CENTER, AT TRUNK HIGHWAY 169 MILE POINT 39.6.
 PQ1780'
 PQ1780'THE MARK IS LOCATED 107 FT (32.6 M) EAST OF TRUNK HIGHWAY 169, 63.0 FT
 PQ1780'(19.2 M) SOUTHWEST OF COUNTY ROAD 34(171ST STREET), 2.0 FT (0.6 M)
 PQ1780'NORTH OF A WITNESS POST.
 PQ1780
 PQ1780                          STATION RECOVERY (2022)
 PQ1780
 PQ1780'RECOVERY NOTE BY MN DEPT OF TRANSP 2022 (KMS)
 PQ1780'5.5 MI (8.8 KM) NORTH OF VERNON CENTER, 5.75 MI (9.25 KM) NORTH ALONG
 PQ1780'TRUNK HIGHWAY 169 FROM THE JUNCTION OF TRUNK HIGHWAY 169 AND COUNTY
 PQ1780'ROAD 10 IN VERNON CENTER, AT TRUNK HIGHWAY 169 MILE POINT 39.6, 107.0
 PQ1780'FT (32.6 M) EAST OF TRUNK HIGHWAY 169, 63.0 FT (19.2 M) SOUTHWEST OF
 PQ1780'COUNTY ROAD 34 (171ST STREET), 2.0 FT (0.6 M) NORTH OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 PQ1781 ***********************************************************************
 PQ1781  DESIGNATION -  0712 U
 PQ1781  PID         -  PQ1781
 PQ1781  STATE/COUNTY-  MN/BLUE EARTH
 PQ1781  COUNTRY     -  US
 PQ1781  USGS QUAD   -  LAKE CRYSTAL (2019)
 PQ1781
 PQ1781                         *CURRENT SURVEY CONTROL
 PQ1781  ______________________________________________________________________
 PQ1781* NAD 83(1986) POSITION- 44 02 49.12   (N) 094 10 04.28   (W)   HD_HELD1
 PQ1781* NAVD 88 ORTHO HEIGHT -   279.148 (meters)      915.84  (feet) ADJUSTED
 PQ1781  ______________________________________________________________________
 PQ1781  GEOID HEIGHT    -        -28.247 (meters)                     GEOID18
 PQ1781  DYNAMIC HEIGHT  -        279.100 (meters)      915.68  (feet) COMP
 PQ1781  MODELED GRAVITY -    980,438.3   (mgal)                       NAVD 88
 PQ1781
 PQ1781  VERT ORDER      -  SECOND    CLASS I
 PQ1781
 PQ1781.The horizontal coordinates were determined by differentially corrected
 PQ1781.hand held GPS observations or other comparable positioning techniques
 PQ1781.and have an estimated accuracy of +/- 3 meters.
 PQ1781
 PQ1781.The orthometric height was determined by differential leveling and
 PQ1781.adjusted by the NATIONAL GEODETIC SURVEY
 PQ1781.in June 1995.
 PQ1781
 PQ1781.Significant digits in the geoid height do not necessarily reflect accuracy.
 PQ1781.GEOID18 height accuracy estimate available here.
 PQ1781
 PQ1781.Click photographs - Photos may exist for this station.
 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     -   216,345.4     786,548.2     MT  (+/- 3 meters HH1 GPS) 
 PQ1781
 PQ1781_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVJ0644177753(NAD 83)
 PQ1781
 PQ1781                          SUPERSEDED SURVEY CONTROL
 PQ1781
 PQ1781.No superseded survey control is available for this station.
 PQ1781
 PQ1781_MARKER: DV = VERTICAL CONTROL DISK
 PQ1781_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 PQ1781_SP_SET: BRIDGE RAILING
 PQ1781_STAMPING: 0712 U 1985
 PQ1781_MARK LOGO: MNDT
 PQ1781_MAGNETIC: N = NO MAGNETIC MATERIAL
 PQ1781_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PQ1781_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 PQ1781+SATELLITE: SATELLITE OBSERVATIONS - September 14, 2022
 PQ1781
 PQ1781  HISTORY     - Date     Condition        Report By
 PQ1781  HISTORY     - 19850901 MONUMENTED       MNDT
 PQ1781  HISTORY     - 20160511 GOOD             MNDT
 PQ1781  HISTORY     - 20220914 GOOD             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.
 PQ1781
 PQ1781                          STATION RECOVERY (2016)
 PQ1781
 PQ1781'RECOVERY NOTE BY MN DEPT OF TRANSP 2016 (KMS)
 PQ1781'THE MARK IS LOCATED ABOUT IN GARDEN CITY, 0.25 MI (0.40 KM) EAST ALONG
 PQ1781'COUNTY ROAD 38 FROM THE JUNCTION OF COUNTY ROAD 38 AND TRUNK HIGHWAY
 PQ1781'169 IN GARDEN CITY, IN RAILING ON SOUTHEAST CORNER OF COUNTY ROAD 38
 PQ1781'BRIDGE NUMBER 07024 OVER WATONWAN RIVER, 24.5 FT (7.5 M) SOUTH OF
 PQ1781'COUNTY ROAD 38.
 PQ1781
 PQ1781                          STATION RECOVERY (2022)
 PQ1781
 PQ1781'RECOVERY NOTE BY MN DEPT OF TRANSP 2022 (KMS)
 PQ1781'IN GARDEN CITY, 0.25 MI (0.40 KM) EAST ALONG COUNTY ROAD 38 FROM THE
 PQ1781'JUNCTION OF COUNTY ROAD 38 AND TRUNK HIGHWAY 169 IN GARDEN CITY, IN A
 PQ1781'RAILING ON THE SOUTHEAST CORNER OF COUNTY ROAD 38 BRIDGE NUMBER 07024
 PQ1781'OVER THE WATONWAN RIVER, 24.5 FT (7.5 M) SOUTH OF COUNTY ROAD 38.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 PQ1782 ***********************************************************************
 PQ1782  DESIGNATION -  0712 V
 PQ1782  PID         -  PQ1782
 PQ1782  STATE/COUNTY-  MN/BLUE EARTH
 PQ1782  COUNTRY     -  US
 PQ1782  USGS QUAD   -  LAKE CRYSTAL (2019)
 PQ1782
 PQ1782                         *CURRENT SURVEY CONTROL
 PQ1782  ______________________________________________________________________
 PQ1782* NAD 83(1986) POSITION- 44 03 15.16   (N) 094 09 50.66   (W)   HD_HELD1
 PQ1782* NAVD 88 ORTHO HEIGHT -   295.331 (meters)      968.93  (feet) ADJUSTED
 PQ1782  ______________________________________________________________________
 PQ1782  GEOID HEIGHT    -        -28.248 (meters)                     GEOID18
 PQ1782  DYNAMIC HEIGHT  -        295.280 (meters)      968.76  (feet) COMP
 PQ1782  MODELED GRAVITY -    980,439.3   (mgal)                       NAVD 88
 PQ1782
 PQ1782  VERT ORDER      -  SECOND    CLASS I
 PQ1782
 PQ1782.The horizontal coordinates were determined by differentially corrected
 PQ1782.hand held GPS observations or other comparable positioning techniques
 PQ1782.and have an estimated accuracy of +/- 3 meters.
 PQ1782
 PQ1782.The orthometric height was determined by differential leveling and
 PQ1782.adjusted by the NATIONAL GEODETIC SURVEY
 PQ1782.in May 2019.
 PQ1782
 PQ1782.Significant digits in the geoid height do not necessarily reflect accuracy.
 PQ1782.GEOID18 height accuracy estimate available here.
 PQ1782
 PQ1782.Click photographs - Photos may exist for this station.
 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     -   217,148.5     786,853.0     MT  (+/- 3 meters HH1 GPS) 
 PQ1782
 PQ1782_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVJ0675678552(NAD 83)
 PQ1782
 PQ1782                          SUPERSEDED SURVEY CONTROL
 PQ1782
 PQ1782  NAVD 88 (06/15/95)  295.333  (m)          968.94   (f) SUPERSEDED  2 1
 PQ1782
 PQ1782.Superseded values are not recommended for survey control.
 PQ1782
 PQ1782.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PQ1782.See file dsdata.pdf to determine how the superseded data were derived.
 PQ1782
 PQ1782_MARKER: DV = VERTICAL CONTROL DISK
 PQ1782_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 PQ1782_STAMPING: 0712 V 1985
 PQ1782_MARK LOGO: MNDT
 PQ1782_PROJECTION: FLUSH
 PQ1782_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 PQ1782_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PQ1782_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PQ1782+SATELLITE: SATELLITE OBSERVATIONS - September 14, 2022
 PQ1782
 PQ1782  HISTORY     - Date     Condition        Report By
 PQ1782  HISTORY     - 19850901 MONUMENTED       MNDT
 PQ1782  HISTORY     - 20160511 GOOD             MNDT
 PQ1782  HISTORY     - 20220914 GOOD             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.
 PQ1782
 PQ1782                          STATION RECOVERY (2016)
 PQ1782
 PQ1782'RECOVERY NOTE BY MN DEPT OF TRANSP 2016 (KMS)
 PQ1782'THE MARK IS LOCATED ABOUT 0.5 MI (0.8 KM) NORTH OF GARDEN CITY.
 PQ1782'
 PQ1782'TO REACH THE MARK GO 0.5 MI (0.8 KM) NORTH ALONG COUNTY ROAD 38(MAIN
 PQ1782'STREET) FROM THE JUNCTION OF COUNTY ROAD 38(MAIN STREET) AND
 PQ1782'FAIRGROUNDS STREET IN GARDEN CITY, AT TRUNK HIGHWAY 169 MILE POINT
 PQ1782'40.7.
 PQ1782'
 PQ1782'THE MARK IS LOCATED 130.0 FT (39.6 M) WEST OF COUNTY ROAD 38(MAIN
 PQ1782'STREET), 34.0 FT (10.4 M) NORTH OF 175TH LANE, 1.2 FT (0.4 M) EAST OF
 PQ1782'A WITNESS POST.
 PQ1782
 PQ1782                          STATION RECOVERY (2022)
 PQ1782
 PQ1782'RECOVERY NOTE BY MN DEPT OF TRANSP 2022 (KMS)
 PQ1782'0.5 MI (0.8 KM) NORTH OF GARDEN CITY, 0.5 MI (0.8 KM) NORTH ALONG
 PQ1782'COUNTY ROAD 38 (MAIN STREET) FROM THE JUNCTION OF COUNTY ROAD 38(MAIN
 PQ1782'STREET) AND FAIRGROUNDS STREET IN GARDEN CITY, AT TRUNK HIGHWAY 169
 PQ1782'MILE POINT 40.7, 130.0 FT (39.6 M) WEST OF COUNTY ROAD 38(MAIN
 PQ1782'STREET), 34.0 FT (10.4 M) NORTH OF 175TH LANE, 1.2 FT (0.4 M) EAST OF
 PQ1782'A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 PQ1787 ***********************************************************************
 PQ1787  DESIGNATION -  0712 W
 PQ1787  PID         -  PQ1787
 PQ1787  STATE/COUNTY-  MN/BLUE EARTH
 PQ1787  COUNTRY     -  US
 PQ1787  USGS QUAD   -  LAKE CRYSTAL (2019)
 PQ1787
 PQ1787                         *CURRENT SURVEY CONTROL
 PQ1787  ______________________________________________________________________
 PQ1787* NAD 83(1986) POSITION- 44 03 44.67   (N) 094 09 47.53   (W)   HD_HELD1
 PQ1787* NAVD 88 ORTHO HEIGHT -   303.579 (meters)      995.99  (feet) ADJUSTED
 PQ1787  ______________________________________________________________________
 PQ1787  GEOID HEIGHT    -        -28.247 (meters)                     GEOID18
 PQ1787  DYNAMIC HEIGHT  -        303.527 (meters)      995.82  (feet) COMP
 PQ1787  MODELED GRAVITY -    980,440.3   (mgal)                       NAVD 88
 PQ1787
 PQ1787  VERT ORDER      -  SECOND    CLASS I
 PQ1787
 PQ1787.The horizontal coordinates were determined by differentially corrected
 PQ1787.hand held GPS observations or other comparable positioning techniques
 PQ1787.and have an estimated accuracy of +/- 3 meters.
 PQ1787
 PQ1787.The orthometric height was determined by differential leveling and
 PQ1787.adjusted by the NATIONAL GEODETIC SURVEY
 PQ1787.in May 2019.
 PQ1787
 PQ1787.Significant digits in the geoid height do not necessarily reflect accuracy.
 PQ1787.GEOID18 height accuracy estimate available here.
 PQ1787
 PQ1787.Click photographs - Photos may exist for this station.
 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     -   218,059.1     786,924.5     MT  (+/- 3 meters HH1 GPS) 
 PQ1787
 PQ1787_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVJ0683879462(NAD 83)
 PQ1787
 PQ1787                          SUPERSEDED SURVEY CONTROL
 PQ1787
 PQ1787  NAVD 88 (06/15/95)  303.587  (m)          996.02   (f) SUPERSEDED  2 1
 PQ1787
 PQ1787.Superseded values are not recommended for survey control.
 PQ1787
 PQ1787.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PQ1787.See file dsdata.pdf to determine how the superseded data were derived.
 PQ1787
 PQ1787_MARKER: DV = VERTICAL CONTROL DISK
 PQ1787_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 PQ1787_STAMPING: 0712 W 1985
 PQ1787_MARK LOGO: MNDT
 PQ1787_PROJECTION: FLUSH
 PQ1787_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 PQ1787_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PQ1787_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 PQ1787+SATELLITE: SATELLITE OBSERVATIONS - September 19, 2022
 PQ1787
 PQ1787  HISTORY     - Date     Condition        Report By
 PQ1787  HISTORY     - 19850901 MONUMENTED       MNDT
 PQ1787  HISTORY     - 20160518 GOOD             MNDT
 PQ1787  HISTORY     - 20220919 GOOD             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.
 PQ1787
 PQ1787                          STATION RECOVERY (2016)
 PQ1787
 PQ1787'RECOVERY NOTE BY MN DEPT OF TRANSP 2016 (KMS)
 PQ1787'THE MARK IS LOCATED ABOUT 1.0 MI (1.6 KM) NORTH OF GARDEN CITY.
 PQ1787'
 PQ1787'TO REACH THE MARK GO 1.15 MI (1.85 KM) NORTH ALONG TRUNK HIGHWAY 169
 PQ1787'FROM THE JUNCTION OF TRUNK HIGHWAY 169 AND COUNTY ROAD 38 IN GARDEN
 PQ1787'CITY, AT TRUNK HIGHWAY 169 MILE POINT 41.05.
 PQ1787'
 PQ1787'THE MARK IS LOCATED 195.5 FT (59.6 M) WEST-NORTHWEST OF TRUNK HIGHWAY
 PQ1787'169, 167.0 FT (50.9 M) NORTH-NORTHEAST OF DRIVEWAY NUMBER 17794, 2.5
 PQ1787'FT (0.8 M) NORTH OF POWER POLE WITH 4 GUIDE WIRES, 1.0 FT (0.3 M) EAST
 PQ1787'OF A WITNESS POST.
 PQ1787
 PQ1787                          STATION RECOVERY (2022)
 PQ1787
 PQ1787'RECOVERY NOTE BY MN DEPT OF TRANSP 2022 (KMS)
 PQ1787'1.0 MI (1.6 KM) NORTH OF GARDEN CITY, 1.15 MI (1.85 KM) NORTH ALONG
 PQ1787'TRUNK HIGHWAY 169 FROM THE JUNCTION OF TRUNK HIGHWAY 169 AND COUNTY
 PQ1787'ROAD 38 IN GARDEN CITY, AT TRUNK HIGHWAY 169 MILE POINT 41.05, 195.5
 PQ1787'FT (59.6 M) WEST-NORTHWEST OF TRUNK HIGHWAY 169, 167.0 FT (50.9 M)
 PQ1787'NORTH-NORTHEAST OF DRIVEWAY NUMBER 17794, 2.5 FT (0.8 M) NORTH OF A
 PQ1787'POWER POLE WITH 4 GUIDE WIRES, 1.0 FT (0.3 M) EAST OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 PQ1794 ***********************************************************************
 PQ1794  DESIGNATION -  0712 Z
 PQ1794  PID         -  PQ1794
 PQ1794  STATE/COUNTY-  MN/BLUE EARTH
 PQ1794  COUNTRY     -  US
 PQ1794  USGS QUAD   -  LAKE CRYSTAL (2019)
 PQ1794
 PQ1794                         *CURRENT SURVEY CONTROL
 PQ1794  ______________________________________________________________________
 PQ1794* NAD 83(2011) POSITION- 44 05 26.02881(N) 094 08 08.67303(W)   ADJUSTED
 PQ1794* NAD 83(2011) ELLIP HT-   276.030 (meters)        (01/17/18)   ADJUSTED
 PQ1794* NAD 83(2011) EPOCH   -  2010.00
 PQ1794* NAVD 88 ORTHO HEIGHT -   304.263 (meters)      998.24  (feet) ADJUSTED
 PQ1794  ______________________________________________________________________
 PQ1794  GEOID HEIGHT    -        -28.236 (meters)                     GEOID18
 PQ1794  NAD 83(2011) X  -   -330,933.939 (meters)                     COMP
 PQ1794  NAD 83(2011) Y  - -4,576,729.707 (meters)                     COMP
 PQ1794  NAD 83(2011) Z  -  4,415,516.718 (meters)                     COMP
 PQ1794  LAPLACE CORR    -         -0.61  (seconds)                    DEFLEC18
 PQ1794  DYNAMIC HEIGHT  -        304.213 (meters)      998.07  (feet) COMP
 PQ1794  MODELED GRAVITY -    980,445.8   (mgal)                       NAVD 88
 PQ1794
 PQ1794  VERT ORDER      -  SECOND    CLASS I
 PQ1794
 PQ1794  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 PQ1794  Standards:
 PQ1794         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 PQ1794            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 PQ1794  -------------------------------------------------------------------
 PQ1794  NETWORK    0.94   1.86           0.42   0.34   0.95      0.11320823
 PQ1794  -------------------------------------------------------------------
 PQ1794  Click here for local accuracies and other accuracy information.
 PQ1794
 PQ1794.The horizontal coordinates were established by GPS observations
 PQ1794.and adjusted by the MN DEPT OF TRANSP in January 2018.
 PQ1794
 PQ1794.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 PQ1794.been affixed to the stable North American tectonic plate. See 
 PQ1794.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 PQ1794
 PQ1794.The horizontal coordinates are valid at the epoch date displayed above
 PQ1794.which is a decimal equivalence of Year/Month/Day.
 PQ1794
 PQ1794.The orthometric height was determined by differential leveling and
 PQ1794.adjusted by the NATIONAL GEODETIC SURVEY
 PQ1794.in May 2019.
 PQ1794
 PQ1794.Significant digits in the geoid height do not necessarily reflect accuracy.
 PQ1794.GEOID18 height accuracy estimate available here.
 PQ1794
 PQ1794.Click photographs - Photos may exist for this station.
 PQ1794
 PQ1794.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 PQ1794
 PQ1794.The Laplace correction was computed from DEFLEC18 derived deflections.
 PQ1794
 PQ1794.The ellipsoidal height was determined by GPS observations
 PQ1794.and is referenced to NAD 83.
 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. The following values were computed from the NAD 83(2011) position.
 PQ1794
 PQ1794;                    North         East     Units Scale Factor Converg.
 PQ1794;SPC MN S     -   221,183.383   789,129.759   MT  0.99994761   -0 05 42.5
 PQ1794;SPC MN S     -   725,665.82  2,589,003.22   sFT  0.99994761   -0 05 42.5
 PQ1794;UTM  15      - 4,882,558.649   409,081.276   MT  0.99970166   -0 47 25.1
 PQ1794
 PQ1794!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PQ1794!SPC MN S     -   0.99995672  x   0.99994761  =   0.99990433
 PQ1794!UTM  15      -   0.99995672  x   0.99970166  =   0.99965839
 PQ1794
 PQ1794_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVJ0908182558(NAD 83)
 PQ1794
 PQ1794                          SUPERSEDED SURVEY CONTROL
 PQ1794
 PQ1794  NAVD 88 (06/15/95)  304.262  (m)          998.23   (f) SUPERSEDED  2 1
 PQ1794
 PQ1794.Superseded values are not recommended for survey control.
 PQ1794
 PQ1794.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PQ1794.See file dsdata.pdf to determine how the superseded data were derived.
 PQ1794
 PQ1794_MARKER: DV = VERTICAL CONTROL DISK
 PQ1794_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 PQ1794_STAMPING: 0712 Z 1985
 PQ1794_MARK LOGO: MNDT
 PQ1794_PROJECTION: RECESSED 30 CENTIMETERS
 PQ1794_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 PQ1794_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PQ1794_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PQ1794+SATELLITE: SATELLITE OBSERVATIONS - September 19, 2022
 PQ1794
 PQ1794  HISTORY     - Date     Condition        Report By
 PQ1794  HISTORY     - 19850901 MONUMENTED       MNDT
 PQ1794  HISTORY     - 20160518 GOOD             MNDT
 PQ1794  HISTORY     - 20170517 GOOD             MNDT
 PQ1794  HISTORY     - 20220919 GOOD             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.
 PQ1794
 PQ1794                          STATION RECOVERY (2016)
 PQ1794
 PQ1794'RECOVERY NOTE BY MN DEPT OF TRANSP 2016 (KMS)
 PQ1794'THE MARK IS LOCATED ABOUT 8.7 MI (14.0 KM) SOUTHWEST OF MANKATO.
 PQ1794'
 PQ1794'TO REACH THE MARK GO 3.95 MI (6.36 KM) SOUTH ALONG TRUNK HIGHWAY 169
 PQ1794'FROM THE JUNCTION TRUNK HIGHWAYS 169/60 (JUNCTION IS 6.0 MI (9.7 KM)
 PQ1794'WEST-SOUTHWEST OF MANKATO) TO TRUNK HIGHWAY 169 MILE POINT 43.65, THEN
 PQ1794'0.05 MI (0.08 KM) WEST ON COUNTY ROAD 9.
 PQ1794'
 PQ1794'THE MARK IS LOCATED 31.8 FT (9.7 M) NORTH OF COUNTY ROAD 9(188TH
 PQ1794'STREET), 1.3 FT (0.4 M) SOUTH OF A WITNESS POST.
 PQ1794'
 PQ1794'NOTE-THE STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM ROD
 PQ1794'DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION REMOVABLE DISK
 PQ1794'SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH PVC
 PQ1794'PIPE BACK FILLED WITH WASHED SAND.
 PQ1794
 PQ1794                          STATION RECOVERY (2017)
 PQ1794
 PQ1794'RECOVERY NOTE BY MN DEPT OF TRANSP 2017 (CDS)
 PQ1794'8.7 MILES SOUTHWEST OF MANKATO, 3.95 MILES SOUTH ALONG TRUNK HIGHWAY
 PQ1794'169 FROM THE JUNCTION TRUNK HIGHWAYS 169/60 (THE JUNCTION IS 6.0 MILES
 PQ1794'WEST-SOUTHWEST OF MANKATO) TO TRUNK HIGHWAY 169 MILEPOINT 43.65, THEN
 PQ1794'0.05 MILE WEST ON COUNTY ROAD 9, 31.8 FEET NORTH OF COUNTY ROAD
 PQ1794'9(188TH STREET), 1.3 FEET SOUTH OF A WITNESS POST.
 PQ1794
 PQ1794                          STATION RECOVERY (2022)
 PQ1794
 PQ1794'RECOVERY NOTE BY MN DEPT OF TRANSP 2022 (KMS)
 PQ1794'8.7 MI (14.0 KM) SOUTHWEST OF MANKATO, 3.95 MI (6.36 KM) SOUTH ALONG
 PQ1794'TRUNK HIGHWAY 169 FROM THE JUNCTION OF TRUNK HIGHWAYS 169/60 (THE
 PQ1794'JUNCTION IS 6.0 MI (9.7 KM) WEST-SOUTHWEST OF MANKATO) TO TRUNK
 PQ1794'HIGHWAY 169 MILE POINT 43.65, THEN 0.05 MI (0.08 KM) WEST ON COUNTY
 PQ1794'ROAD 9, 31.8 FT (9.7 M) NORTH OF COUNTY ROAD 9 (188TH STREET), 1.3 FT
 PQ1794'(0.4 M) SOUTH OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 PQ0580 ***********************************************************************
 PQ0580  DESIGNATION -  0713 A
 PQ0580  PID         -  PQ0580
 PQ0580  STATE/COUNTY-  MN/BLUE EARTH
 PQ0580  COUNTRY     -  US
 PQ0580  USGS QUAD   -  MANKATO WEST (2019)
 PQ0580
 PQ0580                         *CURRENT SURVEY CONTROL
 PQ0580  ______________________________________________________________________
 PQ0580* NAD 83(1986) POSITION- 44 08 41.80   (N) 094 05 47.15   (W)   HD_HELD1
 PQ0580* NAVD 88 ORTHO HEIGHT -   296.955 (meters)      974.26  (feet) ADJUSTED
 PQ0580  ______________________________________________________________________
 PQ0580  GEOID HEIGHT    -        -28.208 (meters)                     GEOID18
 PQ0580  DYNAMIC HEIGHT  -        296.909 (meters)      974.11  (feet) COMP
 PQ0580  MODELED GRAVITY -    980,456.5   (mgal)                       NAVD 88
 PQ0580
 PQ0580  VERT ORDER      -  SECOND    CLASS I
 PQ0580
 PQ0580.The horizontal coordinates were determined by differentially corrected
 PQ0580.hand held GPS observations or other comparable positioning techniques
 PQ0580.and have an estimated accuracy of +/- 3 meters.
 PQ0580
 PQ0580.The orthometric height was determined by differential leveling and
 PQ0580.adjusted by the NATIONAL GEODETIC SURVEY
 PQ0580.in May 2019.
 PQ0580
 PQ0580.Significant digits in the geoid height do not necessarily reflect accuracy.
 PQ0580.GEOID18 height accuracy estimate available here.
 PQ0580
 PQ0580.Click photographs - Photos may exist for this station.
 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     -   227,221.1     792,285.0     MT  (+/- 3 meters HH1 GPS) 
 PQ0580
 PQ0580_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVJ1230888556(NAD 83)
 PQ0580
 PQ0580                          SUPERSEDED SURVEY CONTROL
 PQ0580
 PQ0580  NAVD 88 (06/15/95)  296.951  (m)          974.25   (f) SUPERSEDED  2 1
 PQ0580  NAVD 88 (06/15/91)  296.936  (m)          974.20   (f) SUPERSEDED  2 1
 PQ0580  NGVD 29 (??/??/92)  296.897  (m)          974.07   (f) ADJ UNCH    2 1
 PQ0580
 PQ0580.Superseded values are not recommended for survey control.
 PQ0580
 PQ0580.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PQ0580.See file dsdata.pdf to determine how the superseded data were derived.
 PQ0580
 PQ0580_MARKER: DB = BENCH MARK DISK
 PQ0580_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 PQ0580_STAMPING: 0713 A 1964
 PQ0580_MARK LOGO: MNHD
 PQ0580_PROJECTION: FLUSH
 PQ0580_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 PQ0580_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PQ0580_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 PQ0580+SATELLITE: SATELLITE OBSERVATIONS - September 20, 2022
 PQ0580
 PQ0580  HISTORY     - Date     Condition        Report By
 PQ0580  HISTORY     - 19640401 MONUMENTED       MNHD
 PQ0580  HISTORY     - 1978     GOOD             MNDT
 PQ0580  HISTORY     - 19860908 GOOD             MNDT
 PQ0580  HISTORY     - 20160503 GOOD             MNDT
 PQ0580  HISTORY     - 20220920 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 NORTHEAST 1/4 OF SECTION 20, T108N, R27W, ON THE NORTH
 PQ0580'RIGHT-OF-WAY OF TRUNK HIGHWAY 169 AT MILEPOINT 48.9 (ENGINEERS STATION
 PQ0580'1155+58), 3.35 MILES (5.39 KM) WEST ALONG TRUNK HIGHWAY 169 FROM ITS
 PQ0580'BRIDGE OVER THE BLUE EARTH RIVER IN MANKATO, AND 1.1 MILES (1.8 KM)
 PQ0580'EAST ALONG TRUNK HIGHWAY 169 FROM ITS JUNCTION WITH TRUNK HIGHWAY 60
 PQ0580'ABOUT 5 MILES (8.0 KM) WEST OF MANKATO.
 PQ0580'
 PQ0580'THE MARK, A STANDARD MNHD BENCH MARK DISK STAMPED---0713 A 1964---,
 PQ0580'IS SET IN THE TOP OF A 6-FOOT LONG PRECAST CONCRETE MONUMENT THAT
 PQ0580'PROJECTS 0.2 FOOT (6.1 CM) ABOVE THE SURFACE OF THE GROUND AND IS
 PQ0580'ABOUT 1 FOOT (0.3 M) ABOVE THE LEVEL OF THE SOUTHBOUND LANE OF TRUNK
 PQ0580'HIGHWAY 169.
 PQ0580'
 PQ0580'THE MARK IS 101.6 FEET (31.0 M) NORTH OF THE CENTERLINE OF THE
 PQ0580'SOUTHBOUND LANE OF TRUNK HIGHWAY 169, 76.2 FEET (23.2 M)
 PQ0580'NORTH-NORTHEAST OF THE NORTH END OF A 24-INCH DIAMETER CONCRETE
 PQ0580'CULVERT UNDER THE HIGHWAY, 56.8 FEET (17.3 M) NORTH OF THE WEST END OF
 PQ0580'AN 18-INCH DIAMETER METAL CULVERT UNDER A DITCH BLOCK, AND 0.5 FOOT
 PQ0580'(15.2 CM) NORTH OF A STEEL WITNESS POST.
 PQ0580
 PQ0580                          STATION RECOVERY (2016)
 PQ0580
 PQ0580'RECOVERY NOTE BY MN DEPT OF TRANSP 2016 (MAS)
 PQ0580'THE MARK IS LOCATED ABOUT 4.75 MI (7.64 KM) SOUTHWEST OF MANKATO.
 PQ0580'
 PQ0580'TO REACH THE MARK GO 1.75 MI (2.82 KM) WEST ALONG TRUNK HIGHWAYS
 PQ0580'169/60 FROM THE JUNCTION OF TRUNK HIGHWAYS 169/60 AND TRUNK HIGHWAY 68
 PQ0580'(JUNCTION IS 3.0 MI (4.8 KM) SOUTHWEST OF MANKATO), 1.1 MI (1.8 KM)
 PQ0580'EAST ALONG TRUNK HIGHWAY 169 FROM THE JUNCTION OF TRUNK HIGHWAY 169
 PQ0580'AND TRUNK HIGHWAY 60 ABOUT 5 MI (8.0 KM) WEST OF MANKATO, AT TRUNK
 PQ0580'HIGHWAY 169 MILE POINT 48.9.
 PQ0580'
 PQ0580'THE MARK IS LOCATED 101.6 FT (31.0 M) NORTH OF SOUTHBOUND TRUNK
 PQ0580'HIGHWAY 169, 76.2 FT (23.2 M) NORTH-NORTHEAST OF NORTH END OF CULVERT,
 PQ0580'56.8 FT (17.3 M) NORTH OF WEST END OF METAL CULVERT, 0.5 FT (15 CM)
 PQ0580'SOUTH OF A WITNESS POST.
 PQ0580
 PQ0580                          STATION RECOVERY (2022)
 PQ0580
 PQ0580'RECOVERY NOTE BY MN DEPT OF TRANSP 2022 (KMS)
 PQ0580'4.75 MI (7.64 KM) SOUTHWEST OF MANKATO, 1.75 MI (2.82 KM) WEST ALONG
 PQ0580'TRUNK HIGHWAYS 169/60 FROM THE JUNCTION OF TRUNK HIGHWAYS 169/60 AND
 PQ0580'TRUNK HIGHWAY 68 (THE JUNCTION IS 3.0 MI (4.8 KM) SOUTHWEST OF
 PQ0580'MANKATO), AT TRUNK HIGHWAY 169 MILE POINT 48.9, 101.6 FT (31.0 M)
 PQ0580'NORTH OF SOUTHBOUND TRUNK HIGHWAY 169, 76.2 FT (23.2 M)
 PQ0580'NORTH-NORTHEAST OF THE NORTH END OF A CULVERT, 56.8 FT (17.3 M) NORTH
 PQ0580'OF THE WEST END OF A METAL CULVERT, 0.5 FT (15 CM) SOUTH OF A WITNESS
 PQ0580'POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 PQ0579 ***********************************************************************
 PQ0579  DESIGNATION -  0713 J
 PQ0579  PID         -  PQ0579
 PQ0579  STATE/COUNTY-  MN/BLUE EARTH
 PQ0579  COUNTRY     -  US
 PQ0579  USGS QUAD   -  MANKATO WEST (2019)
 PQ0579
 PQ0579                         *CURRENT SURVEY CONTROL
 PQ0579  ______________________________________________________________________
 PQ0579* NAD 83(2011) POSITION- 44 08 39.63387(N) 094 07 07.09793(W)   ADJUSTED
 PQ0579* NAD 83(2011) ELLIP HT-   269.350 (meters)        (01/17/18)   ADJUSTED
 PQ0579* NAD 83(2011) EPOCH   -  2010.00
 PQ0579* NAVD 88 ORTHO HEIGHT -   297.543 (meters)      976.19  (feet) ADJUSTED
 PQ0579  ______________________________________________________________________
 PQ0579  GEOID HEIGHT    -        -28.199 (meters)                     GEOID18
 PQ0579  NAD 83(2011) X  -   -329,268.534 (meters)                     COMP
 PQ0579  NAD 83(2011) Y  - -4,572,674.239 (meters)                     COMP
 PQ0579  NAD 83(2011) Z  -  4,419,802.255 (meters)                     COMP
 PQ0579  LAPLACE CORR    -         -0.60  (seconds)                    DEFLEC18
 PQ0579  DYNAMIC HEIGHT  -        297.497 (meters)      976.04  (feet) COMP
 PQ0579  MODELED GRAVITY -    980,453.7   (mgal)                       NAVD 88
 PQ0579
 PQ0579  VERT ORDER      -  SECOND    CLASS I
 PQ0579
 PQ0579  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 PQ0579  Standards:
 PQ0579         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 PQ0579            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 PQ0579  -------------------------------------------------------------------
 PQ0579  NETWORK    0.37   0.86           0.17   0.13   0.44     -0.03414072
 PQ0579  -------------------------------------------------------------------
 PQ0579  Click here for local accuracies and other accuracy information.
 PQ0579
 PQ0579.The horizontal coordinates were established by GPS observations
 PQ0579.and adjusted by the MN DEPT OF TRANSP in January 2018.
 PQ0579
 PQ0579.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 PQ0579.been affixed to the stable North American tectonic plate. See 
 PQ0579.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 PQ0579
 PQ0579.The horizontal coordinates are valid at the epoch date displayed above
 PQ0579.which is a decimal equivalence of Year/Month/Day.
 PQ0579
 PQ0579.The orthometric height was determined by differential leveling and
 PQ0579.adjusted by the NATIONAL GEODETIC SURVEY
 PQ0579.in May 2019.
 PQ0579
 PQ0579.Significant digits in the geoid height do not necessarily reflect accuracy.
 PQ0579.GEOID18 height accuracy estimate available here.
 PQ0579
 PQ0579.Click photographs - Photos may exist for this station.
 PQ0579
 PQ0579.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 PQ0579
 PQ0579.The Laplace correction was computed from DEFLEC18 derived deflections.
 PQ0579
 PQ0579.The ellipsoidal height was determined by GPS observations
 PQ0579.and is referenced to NAD 83.
 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. The following values were computed from the NAD 83(2011) position.
 PQ0579
 PQ0579;                    North         East     Units Scale Factor Converg.
 PQ0579;SPC MN S     -   227,156.563   790,508.132   MT  0.99994136   -0 04 59.4
 PQ0579;SPC MN S     -   745,262.82  2,593,525.43   sFT  0.99994136   -0 04 59.4
 PQ0579;UTM  15      - 4,888,513.200   410,531.706   MT  0.99969844   -0 46 44.9
 PQ0579
 PQ0579!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PQ0579!SPC MN S     -   0.99995777  x   0.99994136  =   0.99989913
 PQ0579!UTM  15      -   0.99995777  x   0.99969844  =   0.99965622
 PQ0579
 PQ0579_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVJ1053188513(NAD 83)
 PQ0579
 PQ0579                          SUPERSEDED SURVEY CONTROL
 PQ0579
 PQ0579  NAVD 88 (06/15/95)  297.556  (m)          976.23   (f) SUPERSEDED  2 1
 PQ0579  NAVD 88 (06/15/91)  297.537  (m)          976.17   (f) SUPERSEDED  2 1
 PQ0579  NGVD 29 (??/??/92)  297.495  (m)          976.03   (f) ADJ UNCH    2 1
 PQ0579
 PQ0579.Superseded values are not recommended for survey control.
 PQ0579
 PQ0579.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PQ0579.See file dsdata.pdf to determine how the superseded data were derived.
 PQ0579
 PQ0579_MARKER: DV = VERTICAL CONTROL DISK
 PQ0579_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 PQ0579_STAMPING: 0713 J 1978
 PQ0579_MARK LOGO: MNHD
 PQ0579_PROJECTION: FLUSH
 PQ0579_MAGNETIC: I = MARKER IS A STEEL ROD
 PQ0579_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PQ0579_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PQ0579+SATELLITE: SATELLITE OBSERVATIONS - April 30, 2024
 PQ0579_ROD/PIPE-DEPTH: 17.1 meters
 PQ0579
 PQ0579  HISTORY     - Date     Condition        Report By
 PQ0579  HISTORY     - 19780401 MONUMENTED       MNHD
 PQ0579  HISTORY     - 19860908 GOOD             MNDT
 PQ0579  HISTORY     - 20160825 GOOD             MNDT
 PQ0579  HISTORY     - 20170517 GOOD             MNDT
 PQ0579  HISTORY     - 20220920 GOOD             MNDT
 PQ0579  HISTORY     - 20240430 GOOD             MNDT
 PQ0579
 PQ0579                          STATION DESCRIPTION
 PQ0579
 PQ0579'DESCRIBED BY MN HIGHWAY DEPT 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.
 PQ0579
 PQ0579                          STATION RECOVERY (2016)
 PQ0579
 PQ0579'RECOVERY NOTE BY MN DEPT OF TRANSP 2016 (MRM)
 PQ0579'RECOVERED AS DESCRIBED.
 PQ0579
 PQ0579                          STATION RECOVERY (2017)
 PQ0579
 PQ0579'RECOVERY NOTE BY MN DEPT OF TRANSP 2017 (CDS)
 PQ0579'4.5 MILES SOUTHWEST OF MANKATO, AT THE JUNCTION OF TRUNK HIGHWAY 60
 PQ0579'AND TRUNK HIGHWAY 169 (THE JUNCTION IS 6.0 MILES WEST-SOUTHWEST OF
 PQ0579'MANKATO), AT TRUNK HIGHWAY 60 MILEPOINT 99.9, 49.8 FEET SOUTH OF
 PQ0579'WESTBOUND TRUNK HIGHWAY 60, 49.5 FEET NORTH OF EASTBOUND TRUNK HIGHWAY
 PQ0579'60, 1.0 FOOT EAST OF A WITNESS POST.
 PQ0579
 PQ0579                          STATION RECOVERY (2022)
 PQ0579
 PQ0579'RECOVERY NOTE BY MN DEPT OF TRANSP 2022 (KMS)
 PQ0579'4.5 MI (7.2 KM) SOUTHWEST OF MANKATO, AT THE JUNCTION OF TRUNK HIGHWAY
 PQ0579'60 AND TRUNK HIGHWAY 169 (THE JUNCTION IS 6.0 MI (9.7 KM)
 PQ0579'WEST-SOUTHWEST OF MANKATO), AT TRUNK HIGHWAY 60 MILE POINT 99.9, 49.8
 PQ0579'FT (15.2 M) SOUTH OF WESTBOUND TRUNK HIGHWAY 60, 49.5 FT (15.1 M)
 PQ0579'NORTH OF EASTBOUND TRUNK HIGHWAY 60, 1.0 FT (0.3 M) EAST OF A WITNESS
 PQ0579'POST.
 PQ0579
 PQ0579                          STATION RECOVERY (2024)
 PQ0579
 PQ0579'RECOVERY NOTE BY MN DEPT OF TRANSP 2024 (RXJ)
 PQ0579'THE MARK IS LOCATED ABOUT 4.5 MI (7.2 KM) SOUTHWEST OF MANKATO, AT THE
 PQ0579'JUNCTION OF TRUNK HIGHWAY 60 AND TRUNK HIGHWAY 169 (THE JUNCTION IS
 PQ0579'6.0 MI (9.7 KM) WEST-SOUTHWEST OF MANKATO), AT TRUNK HIGHWAY 60 MILE
 PQ0579'POINT 99.9, 49.8 FT (15.2 M) SOUTH OF WESTBOUND TRUNK HIGHWAY 60, 49.5
 PQ0579'FT (15.1 M) NORTH OF EASTBOUND TRUNK HIGHWAY 60, 1.0 FT (0.3 M) EAST
 PQ0579'OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DQ5385 ***********************************************************************
 DQ5385  DESIGNATION -  0713 K
 DQ5385  PID         -  DQ5385
 DQ5385  STATE/COUNTY-  MN/BLUE EARTH
 DQ5385  COUNTRY     -  US
 DQ5385  USGS QUAD   -  MANKATO WEST (2019)
 DQ5385
 DQ5385                         *CURRENT SURVEY CONTROL
 DQ5385  ______________________________________________________________________
 DQ5385* NAD 83(1986) POSITION- 44 09 15.11   (N) 094 02 01.65   (W)   HD_HELD1
 DQ5385* NAVD 88 ORTHO HEIGHT -   244.884 (meters)      803.42  (feet) ADJUSTED
 DQ5385  ______________________________________________________________________
 DQ5385  GEOID HEIGHT    -        -28.279 (meters)                     GEOID18
 DQ5385  DYNAMIC HEIGHT  -        244.848 (meters)      803.31  (feet) COMP
 DQ5385  MODELED GRAVITY -    980,464.8   (mgal)                       NAVD 88
 DQ5385
 DQ5385  VERT ORDER      -  SECOND    CLASS I
 DQ5385
 DQ5385.The horizontal coordinates were determined by differentially corrected
 DQ5385.hand held GPS observations or other comparable positioning techniques
 DQ5385.and have an estimated accuracy of +/- 3 meters.
 DQ5385
 DQ5385.The orthometric height was determined by differential leveling and
 DQ5385.adjusted by the NATIONAL GEODETIC SURVEY
 DQ5385.in May 2019.
 DQ5385
 DQ5385.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ5385.GEOID18 height accuracy estimate available here.
 DQ5385
 DQ5385.Click photographs - Photos may exist for this station.
 DQ5385
 DQ5385.The dynamic height is computed by dividing the NAVD 88
 DQ5385.geopotential number by the normal gravity value computed on the
 DQ5385.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ5385.degrees latitude (g = 980.6199 gals.).
 DQ5385
 DQ5385.The modeled gravity was interpolated from observed gravity values.
 DQ5385
 DQ5385;                    North         East    Units  Estimated Accuracy
 DQ5385;SPC MN S     -   228,245.2     797,296.9     MT  (+/- 3 meters HH1 GPS) 
 DQ5385
 DQ5385_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVJ1733189518(NAD 83)
 DQ5385
 DQ5385                          SUPERSEDED SURVEY CONTROL
 DQ5385
 DQ5385.No superseded survey control is available for this station.
 DQ5385
 DQ5385_MARKER: DV = VERTICAL CONTROL DISK
 DQ5385_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DQ5385_SP_SET: WALL
 DQ5385_STAMPING: 0713 K 1988
 DQ5385_MARK LOGO: MNDT
 DQ5385_MAGNETIC: N = NO MAGNETIC MATERIAL
 DQ5385_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DQ5385_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DQ5385+SATELLITE: SATELLITE OBSERVATIONS - August 23, 2022
 DQ5385
 DQ5385  HISTORY     - Date     Condition        Report By
 DQ5385  HISTORY     - 19880401 MONUMENTED       MNDT
 DQ5385  HISTORY     - 20160426 GOOD             MNDT
 DQ5385  HISTORY     - 20220823 GOOD             MNDT
 DQ5385
 DQ5385                          STATION DESCRIPTION
 DQ5385
 DQ5385'DESCRIBED BY MN DEPT OF TRANSP 2016 (MAS)
 DQ5385'THE MARK IS LOCATED ABOUT IN MANKATO.
 DQ5385'
 DQ5385'TO REACH THE MARK IN RAILING IN NORTHWEST CORNER OF TRUNK HIGHWAY
 DQ5385'169/60 BRIDGE NUMBER 07039 OVER BLUE EARTH RIVER, 0.8 MI (1.3 KM)
 DQ5385'SOUTHWEST ALONG TRUNK HIGHWAY 169/60 FROM THE JUNCTION OF TRUNK
 DQ5385'HIGHWAY 169/60 AND RIVERFRONT DRIVE IN MANKATO, AT TRUNK HIGHWAY 169
 DQ5385'MILE POINT 52.15.
 DQ5385'
 DQ5385'THE MARK IS LOCATED 24.3 FT (7.4 M) NORTH-NORTHWEST OF TRUNK HIGHWAY
 DQ5385'169/60, 5.0 FT (1.5 M) SOUTH-SOUTHEAST OF SIDEWALK.
 DQ5385
 DQ5385                          STATION RECOVERY (2022)
 DQ5385
 DQ5385'RECOVERY NOTE BY MN DEPT OF TRANSP 2022 (KMS)
 DQ5385'IN MANKATO, IN A RAILING IN THE NORTHWEST CORNER OF TRUNK HIGHWAY
 DQ5385'169/60 BRIDGE NUMBER 07039 OVER THE BLUE EARTH RIVER, 0.8 MI (1.3 KM)
 DQ5385'SOUTHWEST ALONG TRUNK HIGHWAY 169/60 FROM THE JUNCTION OF TRUNK
 DQ5385'HIGHWAY 169/60 AND RIVERFRONT DRIVE IN MANKATO, AT TRUNK HIGHWAY 169
 DQ5385'MILE POINT 52.15, 24.3 FT (7.4 M) NORTH-NORTHWEST OF SOUTHBOUND TRUNK
 DQ5385'HIGHWAY 169/60, 5.0 FT (1.5 M) SOUTH-SOUTHEAST OF A SIDEWALK.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DQ5386 ***********************************************************************
 DQ5386  DESIGNATION -  0713 L
 DQ5386  PID         -  DQ5386
 DQ5386  STATE/COUNTY-  MN/BLUE EARTH
 DQ5386  COUNTRY     -  US
 DQ5386  USGS QUAD   -  MANKATO WEST (2019)
 DQ5386
 DQ5386                         *CURRENT SURVEY CONTROL
 DQ5386  ______________________________________________________________________
 DQ5386* NAD 83(1986) POSITION- 44 09 16.66   (N) 094 01 56.39   (W)   HD_HELD1
 DQ5386* NAVD 88 ORTHO HEIGHT -   245.472 (meters)      805.35  (feet) ADJUSTED
 DQ5386  ______________________________________________________________________
 DQ5386  GEOID HEIGHT    -        -28.281 (meters)                     GEOID18
 DQ5386  DYNAMIC HEIGHT  -        245.436 (meters)      805.23  (feet) COMP
 DQ5386  MODELED GRAVITY -    980,465.0   (mgal)                       NAVD 88
 DQ5386
 DQ5386  VERT ORDER      -  SECOND    CLASS I
 DQ5386
 DQ5386.The horizontal coordinates were determined by differentially corrected
 DQ5386.hand held GPS observations or other comparable positioning techniques
 DQ5386.and have an estimated accuracy of +/- 3 meters.
 DQ5386
 DQ5386.The orthometric height was determined by differential leveling and
 DQ5386.adjusted by the NATIONAL GEODETIC SURVEY
 DQ5386.in May 2019.
 DQ5386
 DQ5386.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ5386.GEOID18 height accuracy estimate available here.
 DQ5386
 DQ5386.Click photographs - Photos may exist for this station.
 DQ5386
 DQ5386.The dynamic height is computed by dividing the NAVD 88
 DQ5386.geopotential number by the normal gravity value computed on the
 DQ5386.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ5386.degrees latitude (g = 980.6199 gals.).
 DQ5386
 DQ5386.The modeled gravity was interpolated from observed gravity values.
 DQ5386
 DQ5386;                    North         East    Units  Estimated Accuracy
 DQ5386;SPC MN S     -   228,292.9     797,413.8     MT  (+/- 3 meters HH1 GPS) 
 DQ5386
 DQ5386_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVJ1744889565(NAD 83)
 DQ5386
 DQ5386                          SUPERSEDED SURVEY CONTROL
 DQ5386
 DQ5386.No superseded survey control is available for this station.
 DQ5386
 DQ5386_MARKER: DV = VERTICAL CONTROL DISK
 DQ5386_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DQ5386_SP_SET: PARAPET
 DQ5386_STAMPING: 0713 L 1988
 DQ5386_MARK LOGO: MNDT
 DQ5386_MAGNETIC: N = NO MAGNETIC MATERIAL
 DQ5386_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ5386_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DQ5386+SATELLITE: SATELLITE OBSERVATIONS - August 23, 2022
 DQ5386
 DQ5386  HISTORY     - Date     Condition        Report By
 DQ5386  HISTORY     - 19920401 MONUMENTED       MNDT
 DQ5386  HISTORY     - 20160426 GOOD             MNDT
 DQ5386  HISTORY     - 20220823 GOOD             MNDT
 DQ5386
 DQ5386                          STATION DESCRIPTION
 DQ5386
 DQ5386'DESCRIBED BY MN DEPT OF TRANSP 2016 (KMS)
 DQ5386'THE MARK IS LOCATED ABOUT IN MANKATO.
 DQ5386'
 DQ5386'TO REACH THE MARK IN RAILING IN NORTHEAST CORNER OF TRUNK HIGHWAY
 DQ5386'169/60 BRIDGE NUMBER 07039 OVER BLUE EARTH RIVER, 0.75 MI (1.21 KM)
 DQ5386'SOUTHWEST ALONG TRUNK HIGHWAY 169/60 FROM THE JUNCTION OF TRUNK
 DQ5386'HIGHWAY 169/60 AND RIVERFRONT DRIVE IN MANKATO, AT TRUNK HIGHWAY 169
 DQ5386'MILE POINT 52.20.
 DQ5386'
 DQ5386'THE MARK IS LOCATED 31.2 FT (9.5 M) NORTH-NORTHWEST OF SOUTHBOUND
 DQ5386'TRUNK HIGHWAY 169/60, 5.0 FT (1.5 M) SOUTH-SOUTHEAST OF SIDEWALK.
 DQ5386
 DQ5386                          STATION RECOVERY (2022)
 DQ5386
 DQ5386'RECOVERY NOTE BY MN DEPT OF TRANSP 2022 (KMS)
 DQ5386'IN MANKATO, IN A RAILING IN THE NORTHEAST CORNER OF TRUNK HIGHWAY
 DQ5386'169/60 BRIDGE NUMBER 07039 OVER THE BLUE EARTH RIVER, 0.75 MI (1.21
 DQ5386'KM) SOUTHWEST ALONG TRUNK HIGHWAY 169/60 FROM THE JUNCTION OF TRUNK
 DQ5386'HIGHWAY 169/60 AND RIVERFRONT DRIVE IN MANKATO, AT TRUNK HIGHWAY 169
 DQ5386'MILE POINT 52.20, 31.2 FT (9.5 M) NORTH-NORTHWEST OF SOUTHBOUND TRUNK
 DQ5386'HIGHWAY 169/60, 5.0 FT (1.5 M) SOUTH-SOUTHEAST OF A SIDEWALK.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DQ5387 ***********************************************************************
 DQ5387  DESIGNATION -  0713 M
 DQ5387  PID         -  DQ5387
 DQ5387  STATE/COUNTY-  MN/BLUE EARTH
 DQ5387  COUNTRY     -  US
 DQ5387  USGS QUAD   -  MANKATO WEST (2019)
 DQ5387
 DQ5387                         *CURRENT SURVEY CONTROL
 DQ5387  ______________________________________________________________________
 DQ5387* NAD 83(1986) POSITION- 44 09 15.80   (N) 094 01 55.58   (W)   HD_HELD1
 DQ5387* NAVD 88 ORTHO HEIGHT -   246.553 (meters)      808.90  (feet) ADJUSTED
 DQ5387  ______________________________________________________________________
 DQ5387  GEOID HEIGHT    -        -28.281 (meters)                     GEOID18
 DQ5387  DYNAMIC HEIGHT  -        246.517 (meters)      808.78  (feet) COMP
 DQ5387  MODELED GRAVITY -    980,465.0   (mgal)                       NAVD 88
 DQ5387
 DQ5387  VERT ORDER      -  SECOND    CLASS I
 DQ5387
 DQ5387.The horizontal coordinates were determined by differentially corrected
 DQ5387.hand held GPS observations or other comparable positioning techniques
 DQ5387.and have an estimated accuracy of +/- 3 meters.
 DQ5387
 DQ5387.The orthometric height was determined by differential leveling and
 DQ5387.adjusted by the NATIONAL GEODETIC SURVEY
 DQ5387.in May 2019.
 DQ5387
 DQ5387.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ5387.GEOID18 height accuracy estimate available here.
 DQ5387
 DQ5387.Click photographs - Photos may exist for this station.
 DQ5387
 DQ5387.The dynamic height is computed by dividing the NAVD 88
 DQ5387.geopotential number by the normal gravity value computed on the
 DQ5387.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ5387.degrees latitude (g = 980.6199 gals.).
 DQ5387
 DQ5387.The modeled gravity was interpolated from observed gravity values.
 DQ5387
 DQ5387;                    North         East    Units  Estimated Accuracy
 DQ5387;SPC MN S     -   228,266.4     797,431.8     MT  (+/- 3 meters HH1 GPS) 
 DQ5387
 DQ5387_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVJ1746689538(NAD 83)
 DQ5387
 DQ5387                          SUPERSEDED SURVEY CONTROL
 DQ5387
 DQ5387.No superseded survey control is available for this station.
 DQ5387
 DQ5387_MARKER: DV = VERTICAL CONTROL DISK
 DQ5387_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DQ5387_SP_SET: PARAPET
 DQ5387_STAMPING: 0713 M 1988
 DQ5387_MARK LOGO: MNDT
 DQ5387_MAGNETIC: N = NO MAGNETIC MATERIAL
 DQ5387_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ5387_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DQ5387+SATELLITE: SATELLITE OBSERVATIONS - August 23, 2022
 DQ5387
 DQ5387  HISTORY     - Date     Condition        Report By
 DQ5387  HISTORY     - 19880401 MONUMENTED       MNDT
 DQ5387  HISTORY     - 20160426 GOOD             MNDT
 DQ5387  HISTORY     - 20220823 GOOD             MNDT
 DQ5387
 DQ5387                          STATION DESCRIPTION
 DQ5387
 DQ5387'DESCRIBED BY MN DEPT OF TRANSP 2016 (KMS)
 DQ5387'THE MARK IS LOCATED ABOUT IN MANKATO.
 DQ5387'
 DQ5387'TO REACH THE MARK IN RAILING IN SOUTHEAST CORNER OF TRUNK HIGHWAY
 DQ5387'169/60 BRIDGE NUMBER 07040 OVER BLUE EARTH RIVER, 0.75 MI (1.21 KM)
 DQ5387'SOUTHWEST ALONG TRUNK HIGHWAY 169/60 FROM THE JUNCTION OF TRUNK
 DQ5387'HIGHWAY 169/60 AND RIVERFRONT DRIVE IN MANKATO, AT TRUNK HIGHWAY 169
 DQ5387'MILE POINT 52.25.
 DQ5387'
 DQ5387'THE MARK IS LOCATED 22.3 FT (6.8 M) SOUTH-SOUTHEAST OF NORTHBOUND
 DQ5387'TRUNK HIGHWAY 169/60.
 DQ5387
 DQ5387                          STATION RECOVERY (2022)
 DQ5387
 DQ5387'RECOVERY NOTE BY MN DEPT OF TRANSP 2022 (KMS)
 DQ5387'IN MANKATO, IN A RAILING IN THE SOUTHEAST CORNER OF TRUNK HIGHWAY
 DQ5387'169/60 BRIDGE NUMBER 07040 OVER THE BLUE EARTH RIVER, 0.75 MI (1.21
 DQ5387'KM) SOUTHWEST ALONG TRUNK HIGHWAY 169/60 FROM THE JUNCTION OF TRUNK
 DQ5387'HIGHWAY 169/60 AND RIVERFRONT DRIVE IN MANKATO, AT TRUNK HIGHWAY 169
 DQ5387'MILE POINT 52.25, 22.3 FT (6.8 M) SOUTH-SOUTHEAST OF NORTHBOUND TRUNK
 DQ5387'HIGHWAY 169/60.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DQ5384 ***********************************************************************
 DQ5384  DESIGNATION -  0713 P
 DQ5384  PID         -  DQ5384
 DQ5384  STATE/COUNTY-  MN/BLUE EARTH
 DQ5384  COUNTRY     -  US
 DQ5384  USGS QUAD   -  MANKATO WEST (2019)
 DQ5384
 DQ5384                         *CURRENT SURVEY CONTROL
 DQ5384  ______________________________________________________________________
 DQ5384* NAD 83(2011) POSITION- 44 09 14.63599(N) 094 02 05.25147(W)   ADJUSTED
 DQ5384* NAD 83(2011) ELLIP HT-   214.001 (meters)        (01/17/18)   ADJUSTED
 DQ5384* NAD 83(2011) EPOCH   -  2010.00
 DQ5384* NAVD 88 ORTHO HEIGHT -   242.293 (meters)      794.92  (feet) ADJUSTED
 DQ5384  ______________________________________________________________________
 DQ5384  GEOID HEIGHT    -        -28.277 (meters)                     GEOID18
 DQ5384  NAD 83(2011) X  -   -322,520.821 (meters)                     COMP
 DQ5384  NAD 83(2011) Y  - -4,572,360.916 (meters)                     COMP
 DQ5384  NAD 83(2011) Z  -  4,420,538.915 (meters)                     COMP
 DQ5384  LAPLACE CORR    -         -4.01  (seconds)                    DEFLEC18
 DQ5384  DYNAMIC HEIGHT  -        242.257 (meters)      794.80  (feet) COMP
 DQ5384  MODELED GRAVITY -    980,464.7   (mgal)                       NAVD 88
 DQ5384
 DQ5384  VERT ORDER      -  SECOND    CLASS I
 DQ5384
 DQ5384  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DQ5384  Standards:
 DQ5384         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DQ5384            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DQ5384  -------------------------------------------------------------------
 DQ5384  NETWORK    1.03   2.12           0.47   0.36   1.08      0.03008501
 DQ5384  -------------------------------------------------------------------
 DQ5384  Click here for local accuracies and other accuracy information.
 DQ5384
 DQ5384.The horizontal coordinates were established by GPS observations
 DQ5384.and adjusted by the MN DEPT OF TRANSP in January 2018.
 DQ5384
 DQ5384.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DQ5384.been affixed to the stable North American tectonic plate. See 
 DQ5384.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DQ5384
 DQ5384.The horizontal coordinates are valid at the epoch date displayed above
 DQ5384.which is a decimal equivalence of Year/Month/Day.
 DQ5384
 DQ5384.The orthometric height was determined by differential leveling and
 DQ5384.adjusted by the NATIONAL GEODETIC SURVEY
 DQ5384.in May 2019.
 DQ5384
 DQ5384.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ5384.GEOID18 height accuracy estimate available here.
 DQ5384
 DQ5384.Click photographs - Photos may exist for this station.
 DQ5384
 DQ5384.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DQ5384
 DQ5384.The Laplace correction was computed from DEFLEC18 derived deflections.
 DQ5384
 DQ5384.The ellipsoidal height was determined by GPS observations
 DQ5384.and is referenced to NAD 83.
 DQ5384
 DQ5384.The dynamic height is computed by dividing the NAVD 88
 DQ5384.geopotential number by the normal gravity value computed on the
 DQ5384.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ5384.degrees latitude (g = 980.6199 gals.).
 DQ5384
 DQ5384.The modeled gravity was interpolated from observed gravity values.
 DQ5384
 DQ5384. The following values were computed from the NAD 83(2011) position.
 DQ5384
 DQ5384;                    North         East     Units Scale Factor Converg.
 DQ5384;SPC MN S     -   228,230.555   797,216.857   MT  0.99994032   -0 01 27.8
 DQ5384;SPC MN S     -   748,786.41  2,615,535.64   sFT  0.99994032   -0 01 27.8
 DQ5384;UTM  15      - 4,889,505.345   417,251.309   MT  0.99968421   -0 43 15.1
 DQ5384
 DQ5384!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DQ5384!SPC MN S     -   0.99996645  x   0.99994032  =   0.99990677
 DQ5384!UTM  15      -   0.99996645  x   0.99968421  =   0.99965067
 DQ5384
 DQ5384_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVJ1725189505(NAD 83)
 DQ5384
 DQ5384                          SUPERSEDED SURVEY CONTROL
 DQ5384
 DQ5384.No superseded survey control is available for this station.
 DQ5384
 DQ5384_MARKER: I = METAL ROD
 DQ5384_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DQ5384_STAMPING: 0713 P 2016
 DQ5384_MARK LOGO: MNDT
 DQ5384_PROJECTION: RECESSED 5 CENTIMETERS
 DQ5384_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DQ5384_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ5384_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ5384+SATELLITE: SATELLITE OBSERVATIONS - August 23, 2022
 DQ5384_ROD/PIPE-DEPTH: 7.3 meters
 DQ5384
 DQ5384  HISTORY     - Date     Condition        Report By
 DQ5384  HISTORY     - 20160519 MONUMENTED       MNDT
 DQ5384  HISTORY     - 20170518 GOOD             MNDT
 DQ5384  HISTORY     - 20220823 GOOD             MNDT
 DQ5384
 DQ5384                          STATION DESCRIPTION
 DQ5384
 DQ5384'DESCRIBED BY MN DEPT OF TRANSP 2016
 DQ5384'THE MARK IS LOCATED ABOUT 1.6 MI (2.6 KM) SOUTHWEST OF MANKATO.
 DQ5384'
 DQ5384'TO REACH THE MARK 0.85 MI (1.37 KM) SOUTHWEST ALONG TRUNK HIGHWAY
 DQ5384'169/60 FROM THE JUNCTION OF TRUNK HIGHWAY 169/60 AND RIVERFRONT DRIVE
 DQ5384'IN MANKATO, AT TRUNK HIGHWAY 169 MILE POINT 52.05.
 DQ5384'
 DQ5384'THE MARK IS LOCATED 28.0 FT (8.5 M) NORTH OF SOUTHBOUND TRUNK HIGHWAY
 DQ5384'169/60 FOG LINE, 25.0 FT (7.6 M) SOUTH OF RIGHT OF WAY FENCE, 1.5 FT
 DQ5384'(0.5 M) EAST OF A WITNESS POST.
 DQ5384'
 DQ5384'NOTE-THE STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM ROD
 DQ5384'DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION REMOVABLE DISK
 DQ5384'SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH PVC
 DQ5384'PIPE BACK FILLED WITH WASHED SAND.
 DQ5384
 DQ5384                          STATION RECOVERY (2017)
 DQ5384
 DQ5384'RECOVERY NOTE BY MN DEPT OF TRANSP 2017 (CDS)
 DQ5384'1.6 MILES SOUTHWEST OF MANKATO, 0.85 MILE SOUTHWEST ALONG TRUNK
 DQ5384'HIGHWAY 169/60 FROM THE JUNCTION OF TRUNK HIGHWAY 169/60 AND
 DQ5384'RIVERFRONT DRIVE IN MANKATO, AT TRUNK HIGHWAY 169 MILEPOINT 52.05,
 DQ5384'28.0 FEET NORTH OF SOUTHBOUND TRUNK HIGHWAY 169/60 FOG LINE, 25.0 FEET
 DQ5384'SOUTH OF A RIGHT OF WAY FENCE, 1.5 FEET EAST OF A WITNESS POST.
 DQ5384
 DQ5384                          STATION RECOVERY (2022)
 DQ5384
 DQ5384'RECOVERY NOTE BY MN DEPT OF TRANSP 2022 (KMS)
 DQ5384'1.6 MI (2.6 KM) SOUTHWEST OF MANKATO, 0.85 MI (1.37 KM) SOUTHWEST
 DQ5384'ALONG TRUNK HIGHWAY 169/60 FROM THE JUNCTION OF TRUNK HIGHWAY 169/60
 DQ5384'AND RIVERFRONT DRIVE IN MANKATO, AT TRUNK HIGHWAY 169 MILE POINT
 DQ5384'52.05, 28.0 FT (8.5 M) NORTH OF SOUTHBOUND TRUNK HIGHWAY 169/60 FOG
 DQ5384'LINE, 25.0 FT (7.6 M) SOUTH OF A RIGHT-OF-WAY FENCE, 1.5 FT (0.5 M)
 DQ5384'EAST OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DQ5419 ***********************************************************************
 DQ5419  DESIGNATION -  0713 Q
 DQ5419  PID         -  DQ5419
 DQ5419  STATE/COUNTY-  MN/BLUE EARTH
 DQ5419  COUNTRY     -  US
 DQ5419  USGS QUAD   -  MANKATO WEST (2019)
 DQ5419
 DQ5419                         *CURRENT SURVEY CONTROL
 DQ5419  ______________________________________________________________________
 DQ5419* NAD 83(2011) POSITION- 44 08 52.36295(N) 094 04 49.39321(W)   ADJUSTED
 DQ5419* NAD 83(2011) ELLIP HT-   261.336 (meters)        (01/17/18)   ADJUSTED
 DQ5419* NAD 83(2011) EPOCH   -  2010.00
 DQ5419* NAVD 88 ORTHO HEIGHT -   289.548 (meters)      949.96  (feet) ADJUSTED
 DQ5419  ______________________________________________________________________
 DQ5419  GEOID HEIGHT    -        -28.220 (meters)                     GEOID18
 DQ5419  NAD 83(2011) X  -   -326,195.810 (meters)                     COMP
 DQ5419  NAD 83(2011) Y  - -4,572,614.348 (meters)                     COMP
 DQ5419  NAD 83(2011) Z  -  4,420,078.607 (meters)                     COMP
 DQ5419  LAPLACE CORR    -         -2.51  (seconds)                    DEFLEC18
 DQ5419  DYNAMIC HEIGHT  -        289.504 (meters)      949.81  (feet) COMP
 DQ5419  MODELED GRAVITY -    980,458.6   (mgal)                       NAVD 88
 DQ5419
 DQ5419  VERT ORDER      -  SECOND    CLASS I
 DQ5419
 DQ5419  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DQ5419  Standards:
 DQ5419         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DQ5419            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DQ5419  -------------------------------------------------------------------
 DQ5419  NETWORK    1.03   2.25           0.47   0.35   1.15      0.09570784
 DQ5419  -------------------------------------------------------------------
 DQ5419  Click here for local accuracies and other accuracy information.
 DQ5419
 DQ5419.The horizontal coordinates were established by GPS observations
 DQ5419.and adjusted by the MN DEPT OF TRANSP in January 2018.
 DQ5419
 DQ5419.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DQ5419.been affixed to the stable North American tectonic plate. See 
 DQ5419.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DQ5419
 DQ5419.The horizontal coordinates are valid at the epoch date displayed above
 DQ5419.which is a decimal equivalence of Year/Month/Day.
 DQ5419
 DQ5419.The orthometric height was determined by differential leveling and
 DQ5419.adjusted by the NATIONAL GEODETIC SURVEY
 DQ5419.in May 2019.
 DQ5419
 DQ5419.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ5419.GEOID18 height accuracy estimate available here.
 DQ5419
 DQ5419.Click photographs - Photos may exist for this station.
 DQ5419
 DQ5419.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DQ5419
 DQ5419.The Laplace correction was computed from DEFLEC18 derived deflections.
 DQ5419
 DQ5419.The ellipsoidal height was determined by GPS observations
 DQ5419.and is referenced to NAD 83.
 DQ5419
 DQ5419.The dynamic height is computed by dividing the NAVD 88
 DQ5419.geopotential number by the normal gravity value computed on the
 DQ5419.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ5419.degrees latitude (g = 980.6199 gals.).
 DQ5419
 DQ5419.The modeled gravity was interpolated from observed gravity values.
 DQ5419
 DQ5419. The following values were computed from the NAD 83(2011) position.
 DQ5419
 DQ5419;                    North         East     Units Scale Factor Converg.
 DQ5419;SPC MN S     -   227,545.701   793,568.881   MT  0.99994098   -0 03 22.8
 DQ5419;SPC MN S     -   746,539.52  2,603,567.24   sFT  0.99994098   -0 03 22.8
 DQ5419;UTM  15      - 4,888,865.037   413,596.202   MT  0.99969182   -0 45 09.2
 DQ5419
 DQ5419!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DQ5419!SPC MN S     -   0.99995902  x   0.99994098  =   0.99990001
 DQ5419!UTM  15      -   0.99995902  x   0.99969182  =   0.99965086
 DQ5419
 DQ5419_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVJ1359688865(NAD 83)
 DQ5419
 DQ5419                          SUPERSEDED SURVEY CONTROL
 DQ5419
 DQ5419.No superseded survey control is available for this station.
 DQ5419
 DQ5419_MARKER: I = METAL ROD
 DQ5419_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DQ5419_STAMPING: 0713 Q 2016
 DQ5419_MARK LOGO: MNDT
 DQ5419_PROJECTION: RECESSED 5 CENTIMETERS
 DQ5419_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DQ5419_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ5419_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ5419+SATELLITE: SATELLITE OBSERVATIONS - September 20, 2022
 DQ5419_ROD/PIPE-DEPTH: 6.7 meters
 DQ5419
 DQ5419  HISTORY     - Date     Condition        Report By
 DQ5419  HISTORY     - 20160525 MONUMENTED       MNDT
 DQ5419  HISTORY     - 20170517 GOOD             MNDT
 DQ5419  HISTORY     - 20220920 GOOD             MNDT
 DQ5419
 DQ5419                          STATION DESCRIPTION
 DQ5419
 DQ5419'DESCRIBED BY MN DEPT OF TRANSP 2016
 DQ5419'THE MARK IS LOCATED ABOUT 4.0 MI (6.4 KM) WEST-SOUTHWEST OF MANKATO.
 DQ5419'
 DQ5419'TO REACH THE MARK GO 1.0 MI (1.6 KM) WEST ALONG TRUNK HIGHWAYS 169/60
 DQ5419'FROM THE JUNCTION OF TRUNK HIGHWAYS 169/60 AND TRUNK HIGHWAY 68
 DQ5419'(JUNCTION IS 3.0 MI (4.8 KM) SOUTHWEST OF MANKATO), AT TRUNK HIGHWAY
 DQ5419'169 MILE POINT 49.7.
 DQ5419'
 DQ5419'THE MARK IS LOCATED 58.0 FT (17.7 M) NORTHWEST OF SOUTHBOUND TRUNK
 DQ5419'HIGHWAYS 169/60, 157.2 FT (47.9 M) SOUTHWEST OF COUNTY ROAD 120(549TH
 DQ5419'AVENUE), 1.5 FT (0.5 M) SOUTHEAST OF A WITNESS POST.
 DQ5419'
 DQ5419'NOTE-THE STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM ROD
 DQ5419'DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION REMOVABLE DISK
 DQ5419'SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH PVC
 DQ5419'PIPE BACK FILLED WITH WASHED SAND.
 DQ5419
 DQ5419                          STATION RECOVERY (2017)
 DQ5419
 DQ5419'RECOVERY NOTE BY MN DEPT OF TRANSP 2017 (ASL)
 DQ5419'4.0 MILES WEST-SOUTHWEST OF MANKATO, 1.0 MILE WEST ALONG TRUNK
 DQ5419'HIGHWAYS 169/60 FROM THE JUNCTION OF TRUNK HIGHWAYS 169/60 AND TRUNK
 DQ5419'HIGHWAY 68 (THE JUNCTION IS 3.0 MILES SOUTHWEST OF MANKATO), AT TRUNK
 DQ5419'HIGHWAY 169 MILEPOINT 49.7, 58.0 FEET NORTHWEST OF SOUTHBOUND TRUNK
 DQ5419'HIGHWAYS 169/60, 157.2 FEET SOUTHWEST OF COUNTY ROAD 120(549TH
 DQ5419'AVENUE), 1.5 FEET SOUTHEAST OF A WITNESS POST.
 DQ5419
 DQ5419                          STATION RECOVERY (2022)
 DQ5419
 DQ5419'RECOVERY NOTE BY MN DEPT OF TRANSP 2022 (KMS)
 DQ5419'4.0 MI (6.4 KM) WEST-SOUTHWEST OF MANKATO, 1.0 MI (1.6 KM) WEST ALONG
 DQ5419'TRUNK HIGHWAYS 169/60 FROM THE JUNCTION OF TRUNK HIGHWAYS 169/60 AND
 DQ5419'TRUNK HIGHWAY 68 (THE JUNCTION IS 3.0 MI (4.8 KM) SOUTHWEST OF
 DQ5419'MANKATO), AT TRUNK HIGHWAY 169 MILE POINT 49.7, 58.0 FT (17.7 M)
 DQ5419'NORTHWEST OF SOUTHBOUND TRUNK HIGHWAYS 169/60, 157.2 FT (47.9 M)
 DQ5419'SOUTHWEST OF COUNTY ROAD 120 (549TH AVENUE), 1.5 FT (0.5 M) SOUTHEAST
 DQ5419'OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 AI3298 ***********************************************************************
 AI3298  DESIGNATION -  0714 C
 AI3298  PID         -  AI3298
 AI3298  STATE/COUNTY-  MN/BLUE EARTH
 AI3298  COUNTRY     -  US
 AI3298  USGS QUAD   -  MANKATO EAST (2019)
 AI3298
 AI3298                         *CURRENT SURVEY CONTROL
 AI3298  ______________________________________________________________________
 AI3298* NAD 83(1986) POSITION- 44 12 02.17   (N) 093 58 21.28   (W)   HD_HELD1
 AI3298* NAVD 88 ORTHO HEIGHT -   297.069 (meters)      974.63  (feet) ADJUSTED
 AI3298  ______________________________________________________________________
 AI3298  GEOID HEIGHT    -        -28.360 (meters)                     GEOID18
 AI3298  DYNAMIC HEIGHT  -        297.025 (meters)      974.49  (feet) COMP
 AI3298  MODELED GRAVITY -    980,460.7   (mgal)                       NAVD 88
 AI3298
 AI3298  VERT ORDER      -  SECOND    CLASS I
 AI3298
 AI3298.The horizontal coordinates were determined by differentially corrected
 AI3298.hand held GPS observations or other comparable positioning techniques
 AI3298.and have an estimated accuracy of +/- 3 meters.
 AI3298
 AI3298.The orthometric height was determined by differential leveling and
 AI3298.adjusted by the NATIONAL GEODETIC SURVEY
 AI3298.in June 2000.
 AI3298
 AI3298.Significant digits in the geoid height do not necessarily reflect accuracy.
 AI3298.GEOID18 height accuracy estimate available here.
 AI3298
 AI3298.Click photographs - Photos may exist for this station.
 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     -   233,401.0     802,191.9     MT  (+/- 3 meters HH1 GPS) 
 AI3298
 AI3298_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVJ2228794613(NAD 83)
 AI3298
 AI3298                          SUPERSEDED SURVEY CONTROL
 AI3298
 AI3298.No superseded survey control is available for this station.
 AI3298
 AI3298_MARKER: DV = VERTICAL CONTROL DISK
 AI3298_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AI3298_SP_SET: BRIDGE RAILING
 AI3298_STAMPING: 0714 C 1980
 AI3298_MARK LOGO: MNHD
 AI3298_MAGNETIC: N = NO MAGNETIC MATERIAL
 AI3298_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AI3298_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AI3298+SATELLITE: SATELLITE OBSERVATIONS - September 20, 2022
 AI3298
 AI3298  HISTORY     - Date     Condition        Report By
 AI3298  HISTORY     - 1980     MONUMENTED       MNHD
 AI3298  HISTORY     - 19900820 GOOD             MNDT
 AI3298  HISTORY     - 20220920 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
 AI3298'SOUTHEAST 1/4 SECTION 32, T109N, R26W.
 AI3298'
 AI3298'TO REACH THE MARK THE JCT OF TH 22 AND TH 14 BY PASS, GO NORTH 0.8
 AI3298'MILE (1.3 KM) ON TH 22, MP 55.8.  IT IS SET IN THE SOUTHWEST CORNER OF
 AI3298'BRIDGE 07035, 32.5 FT (9.9 M) SOUTHEAST OF THE CENTER OF TH 22, 12.7
 AI3298'FT (3.9 M) NORTH OF THE SOUTH END OF THE EAST BRIDGE RAILING AND IS
 AI3298'ABOUT 2 1/2 FT HIGHER THAN TH 22.
 AI3298
 AI3298                          STATION RECOVERY (2022)
 AI3298
 AI3298'RECOVERY NOTE BY MN DEPT OF TRANSP 2022 (KMS)
 AI3298'1.5 MI (2.4 KM) NORTHEAST OF MANKATO, IN A RAILING AT THE SOUTHWEST
 AI3298'CORNER OF NORTH RIVER FRONT DRIVE BRIDGE NUMBER 07035 OVER THE
 AI3298'SAKATAHA-SINGING HILLS TRAIL, 1.0 MI (1.6 KM) NORTH ALONG NORTH RIVER
 AI3298'FRONT DRIVE FROM THE JUNCTION OF NORTH RIVER FRONT DRIVE AND TRUNK
 AI3298'HIGHWAY 14 AND TRUNK HIGHWAY 60 IN MANKATO, 32.5 FT (9.9 M) SOUTHEAST
 AI3298'OF NORTH RIVER FRONT DRIVE, 12.7 FT (3.9 M) NORTHEAST OF THE SOUTHWEST
 AI3298'END OF THE BRIDGE RAIL.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 AI3299 ***********************************************************************
 AI3299  DESIGNATION -  0714 D
 AI3299  PID         -  AI3299
 AI3299  STATE/COUNTY-  MN/BLUE EARTH
 AI3299  COUNTRY     -  US
 AI3299  USGS QUAD   -  MANKATO EAST (2019)
 AI3299
 AI3299                         *CURRENT SURVEY CONTROL
 AI3299  ______________________________________________________________________
 AI3299* NAD 83(1986) POSITION- 44 12 05.13   (N) 093 58 15.06   (W)   HD_HELD1
 AI3299* NAVD 88 ORTHO HEIGHT -   297.884 (meters)      977.31  (feet) ADJUSTED
 AI3299  ______________________________________________________________________
 AI3299  GEOID HEIGHT    -        -28.362 (meters)                     GEOID18
 AI3299  DYNAMIC HEIGHT  -        297.839 (meters)      977.16  (feet) COMP
 AI3299  MODELED GRAVITY -    980,460.7   (mgal)                       NAVD 88
 AI3299
 AI3299  VERT ORDER      -  SECOND    CLASS I
 AI3299
 AI3299.The horizontal coordinates were determined by differentially corrected
 AI3299.hand held GPS observations or other comparable positioning techniques
 AI3299.and have an estimated accuracy of +/- 3 meters.
 AI3299
 AI3299.The orthometric height was determined by differential leveling and
 AI3299.adjusted by the NATIONAL GEODETIC SURVEY
 AI3299.in June 2000.
 AI3299
 AI3299.Significant digits in the geoid height do not necessarily reflect accuracy.
 AI3299.GEOID18 height accuracy estimate available here.
 AI3299
 AI3299.Click photographs - Photos may exist for this station.
 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     -   233,492.4     802,329.9     MT  (+/- 3 meters HH1 GPS) 
 AI3299
 AI3299_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVJ2242694703(NAD 83)
 AI3299
 AI3299                          SUPERSEDED SURVEY CONTROL
 AI3299
 AI3299.No superseded survey control is available for this station.
 AI3299
 AI3299_MARKER: DV = VERTICAL CONTROL DISK
 AI3299_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AI3299_SP_SET: BRIDGE RAILING
 AI3299_STAMPING: 0714 D 1980
 AI3299_MARK LOGO: MNHD
 AI3299_MAGNETIC: N = NO MAGNETIC MATERIAL
 AI3299_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AI3299_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AI3299+SATELLITE: SATELLITE OBSERVATIONS - September 20, 2022
 AI3299
 AI3299  HISTORY     - Date     Condition        Report By
 AI3299  HISTORY     - 1980     MONUMENTED       MNHD
 AI3299  HISTORY     - 19900820 GOOD             MNDT
 AI3299  HISTORY     - 20220920 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
 AI3299'SOUTHEAST 1/4 SECTION 32, T109N, R26W.
 AI3299'
 AI3299'TO REACH THE MARK THE JCT OF TH 22 AND TH 14 BY PASS, GO NORTH 0.8
 AI3299'MILE (1.3 KM) ON TH 22, MP 55.9.
 AI3299'
 AI3299'IT IS SET IN THE SOUTHEAST CORNER OF BRIDGE 07035, 32.5 FT (9.9 M)
 AI3299'SOUTHEAST OF THE CENTER OF TH 22, 12.6 FT (3.8 M) SOUTH OF THE NORTH
 AI3299'END OF THE EAST BRIDGE RAILING AND IS ABOUT 2 1/2 FT HIGHER THAN TH
 AI3299'22.
 AI3299
 AI3299                          STATION RECOVERY (2022)
 AI3299
 AI3299'RECOVERY NOTE BY MN DEPT OF TRANSP 2022 (KMS)
 AI3299'1.5 MI (2.4 KM) NORTH OF MANKATO, IN A RAILING AT THE SOUTHEAST CORNER
 AI3299'OF NORTH RIVERFRONT DRIVE BRIDGE NUMBER 07035 OVER THE
 AI3299'SAKATAHA-SINGING HILLS TRAIL, 1.1 MI (1.8 KM) NORTH ALONG NORTH
 AI3299'RIVERFRONT DRIVE FROM THE JUNCTION OF NORTH RIVERFRONT DRIVE AND TRUNK
 AI3299'HIGHWAY 14 AND TRUNK HIGHWAY 60 IN MANKATO, 32.5 FT (9.9 M) SOUTHEAST
 AI3299'OF NORTH RIVERFRONT DRIVE, 12.6 FT (3.8 M) SOUTHWEST OF THE NORTH END
 AI3299'OF THE EAST BRIDGE RAILING.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 AI3303 ***********************************************************************
 AI3303  DESIGNATION -  0714 F
 AI3303  PID         -  AI3303
 AI3303  STATE/COUNTY-  MN/BLUE EARTH
 AI3303  COUNTRY     -  US
 AI3303  USGS QUAD   -  MANKATO EAST (2019)
 AI3303
 AI3303                         *CURRENT SURVEY CONTROL
 AI3303  ______________________________________________________________________
 AI3303* NAD 83(1986) POSITION- 44 13 45.64   (N) 093 57 31.37   (W)   HD_HELD1
 AI3303* NAVD 88 ORTHO HEIGHT -   287.904 (meters)      944.57  (feet) ADJUSTED
 AI3303  ______________________________________________________________________
 AI3303  GEOID HEIGHT    -        -28.369 (meters)                     GEOID18
 AI3303  DYNAMIC HEIGHT  -        287.861 (meters)      944.42  (feet) COMP
 AI3303  MODELED GRAVITY -    980,459.2   (mgal)                       NAVD 88
 AI3303
 AI3303  VERT ORDER      -  SECOND    CLASS I
 AI3303
 AI3303.The horizontal coordinates were determined by differentially corrected
 AI3303.hand held GPS observations or other comparable positioning techniques
 AI3303.and have an estimated accuracy of +/- 3 meters.
 AI3303
 AI3303.The orthometric height was determined by differential leveling and
 AI3303.adjusted by the NATIONAL GEODETIC SURVEY
 AI3303.in June 2000.
 AI3303
 AI3303.Significant digits in the geoid height do not necessarily reflect accuracy.
 AI3303.GEOID18 height accuracy estimate available here.
 AI3303
 AI3303.Click photographs - Photos may exist for this station.
 AI3303
 AI3303.The dynamic height is computed by dividing the NAVD 88
 AI3303.geopotential number by the normal gravity value computed on the
 AI3303.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI3303.degrees latitude (g = 980.6199 gals.).
 AI3303
 AI3303.The modeled gravity was interpolated from observed gravity values.
 AI3303
 AI3303;                    North         East    Units  Estimated Accuracy
 AI3303;SPC MN S     -   236,595.0     803,298.4     MT  (+/- 3 meters HH1 GPS) 
 AI3303
 AI3303_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVJ2343297792(NAD 83)
 AI3303
 AI3303                          SUPERSEDED SURVEY CONTROL
 AI3303
 AI3303.No superseded survey control is available for this station.
 AI3303
 AI3303_MARKER: DB = BENCH MARK DISK
 AI3303_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AI3303_SP_SET: BRIDGE PARAPET
 AI3303_STAMPING: 0714 F 1980
 AI3303_MARK LOGO: MNHD
 AI3303_MAGNETIC: N = NO MAGNETIC MATERIAL
 AI3303_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AI3303_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AI3303+SATELLITE: SATELLITE OBSERVATIONS - August 01, 2022
 AI3303
 AI3303  HISTORY     - Date     Condition        Report By
 AI3303  HISTORY     - 1980     MONUMENTED       MNHD
 AI3303  HISTORY     - 19900820 GOOD             MNDT
 AI3303  HISTORY     - 20051019 GOOD             MNDT
 AI3303  HISTORY     - 20190606 GOOD             MNDT
 AI3303  HISTORY     - 20220801 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
 AI3303'SOUTHEAST 1/4 SECTION 21, T109N, R26W.
 AI3303'
 AI3303'TO REACH THE MARK THE JCT OF TH 22 AND TH 14 BY PASS, GO NORTH 3.1
 AI3303'MILES (5.0 KM) ON TH 22, MP 58.1.
 AI3303'
 AI3303'IT IS SET IN THE SOUTHEAST CORNER OF BRIDGE 07036, 24.0 FT (7.3 M)
 AI3303'EAST OF THE CENTER OF TH 22, 3.0 FT (0.9 M) NORTH OF THE SOUTH END OF
 AI3303'THE EAST BRIDGE RAILING AND IS ABOUT 3 FT (0.9 M) HIGHER THAN TH 22.
 AI3303
 AI3303                          STATION RECOVERY (2005)
 AI3303
 AI3303'RECOVERY NOTE BY MN DEPT OF TRANSP 2005 (MPP)
 AI3303'RECOVERED AS DESCRIBED.
 AI3303
 AI3303                          STATION RECOVERY (2019)
 AI3303
 AI3303'RECOVERY NOTE BY MN DEPT OF TRANSP 2019 (TJD)
 AI3303'RECOVERED IN GOOD CONDITION.
 AI3303
 AI3303                          STATION RECOVERY (2022)
 AI3303
 AI3303'RECOVERY NOTE BY MN DEPT OF TRANSP 2022 (KMS)
 AI3303'3.0 MI (4.8 KM) NORTH-NORTHEAST OF MANKATO, IN A RAILING AT THE
 AI3303'SOUTHEAST CORNER OF TRUNK HIGHWAY 22 BRIDGE NUMBER 07036 OVER A
 AI3303'RAILROAD, 4.2 MI (6.8 KM) NORTH ALONG TRUNK HIGHWAY 22 FROM THE
 AI3303'JUNCTION OF TRUNK HIGHWAY 22 AND TRUNK HIGHWAY 14 IN MANKATO, AT TRUNK
 AI3303'HIGHWAY 22 MILE POINT 58.1, 24.0 FT (7.3 M) EAST OF TRUNK HIGHWAY 22,
 AI3303'3.0 FT (0.9 M) NORTH OF THE SOUTH END OF THE EAST BRIDGE RAILING.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DP9086 ***********************************************************************
 DP9086  DESIGNATION -  0714 J
 DP9086  PID         -  DP9086
 DP9086  STATE/COUNTY-  MN/BLUE EARTH
 DP9086  COUNTRY     -  US
 DP9086  USGS QUAD   -  MANKATO EAST (2019)
 DP9086
 DP9086                         *CURRENT SURVEY CONTROL
 DP9086  ______________________________________________________________________
 DP9086* NAD 83(2011) POSITION- 44 10 34.37594(N) 093 56 58.19384(W)   ADJUSTED
 DP9086* NAD 83(2011) ELLIP HT-   278.472 (meters)        (01/24/25)   ADJUSTED
 DP9086* NAD 83(2011) EPOCH   -  2010.00
 DP9086* NAVD 88 ORTHO HEIGHT -   306.870 (meters)     1006.79  (feet) ADJUSTED
 DP9086  ______________________________________________________________________
 DP9086  GEOID HEIGHT    -        -28.417 (meters)                     GEOID18
 DP9086  NAD 83(2011) X  -   -315,598.857 (meters)                     COMP
 DP9086  NAD 83(2011) Y  - -4,571,171.323 (meters)                     COMP
 DP9086  NAD 83(2011) Z  -  4,422,349.410 (meters)                     COMP
 DP9086  LAPLACE CORR    -         -5.06  (seconds)                    DEFLEC18
 DP9086  DYNAMIC HEIGHT  -        306.822 (meters)     1006.63  (feet) COMP
 DP9086  MODELED GRAVITY -    980,452.4   (mgal)                       NAVD 88
 DP9086
 DP9086  VERT ORDER      -  SECOND    CLASS I
 DP9086
 DP9086  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DP9086  Standards:
 DP9086         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DP9086            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DP9086  -------------------------------------------------------------------
 DP9086  NETWORK    0.42   1.25           0.19   0.15   0.64     -0.08996720
 DP9086  -------------------------------------------------------------------
 DP9086  Click here for local accuracies and other accuracy information.
 DP9086
 DP9086.The horizontal coordinates were established by GPS observations
 DP9086.and adjusted by the MN DEPT OF TRANSP in January 2025.
 DP9086
 DP9086.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DP9086.been affixed to the stable North American tectonic plate. See 
 DP9086.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DP9086
 DP9086.The horizontal coordinates are valid at the epoch date displayed above
 DP9086.which is a decimal equivalence of Year/Month/Day.
 DP9086
 DP9086.The orthometric height was determined by differential leveling and
 DP9086.adjusted by the NATIONAL GEODETIC SURVEY
 DP9086.in May 2019.
 DP9086
 DP9086.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP9086.GEOID18 height accuracy estimate available here.
 DP9086
 DP9086.Click photographs - Photos may exist for this station.
 DP9086
 DP9086.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DP9086
 DP9086.The Laplace correction was computed from DEFLEC18 derived deflections.
 DP9086
 DP9086.The ellipsoidal height was determined by GPS observations
 DP9086.and is referenced to NAD 83.
 DP9086
 DP9086.The dynamic height is computed by dividing the NAVD 88
 DP9086.geopotential number by the normal gravity value computed on the
 DP9086.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP9086.degrees latitude (g = 980.6199 gals.).
 DP9086
 DP9086.The modeled gravity was interpolated from observed gravity values.
 DP9086
 DP9086. The following values were computed from the NAD 83(2011) position.
 DP9086
 DP9086;                    North         East     Units Scale Factor Converg.
 DP9086;SPC MN S     -   230,692.266   804,038.292   MT  0.99993807   +0 02 07.4
 DP9086;SPC MN S     -   756,862.88  2,637,915.63   sFT  0.99993807   +0 02 07.4
 DP9086;UTM  15      - 4,891,883.295   424,100.382   MT  0.99967085   -0 39 42.1
 DP9086
 DP9086!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DP9086!SPC MN S     -   0.99995634  x   0.99993807  =   0.99989441
 DP9086!UTM  15      -   0.99995634  x   0.99967085  =   0.99962720
 DP9086
 DP9086_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVJ2410091883(NAD 83)
 DP9086
 DP9086                          SUPERSEDED SURVEY CONTROL
 DP9086
 DP9086  NAVD 88 (05/17/16)  306.872  (m)         1006.80   (f) SUPERSEDED  2 1
 DP9086
 DP9086.Superseded values are not recommended for survey control.
 DP9086
 DP9086.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DP9086.See file dsdata.pdf to determine how the superseded data were derived.
 DP9086
 DP9086_MARKER: DV = VERTICAL CONTROL DISK
 DP9086_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 DP9086_STAMPING: 0714 J 1980
 DP9086_MARK LOGO: MNHD
 DP9086_PROJECTION: RECESSED 13 CENTIMETERS
 DP9086_MAGNETIC: I = MARKER IS A STEEL ROD
 DP9086_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DP9086_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP9086+SATELLITE: SATELLITE OBSERVATIONS - May 09, 2024
 DP9086_ROD/PIPE-DEPTH: 7.3 meters
 DP9086
 DP9086  HISTORY     - Date     Condition        Report By
 DP9086  HISTORY     - 19800401 MONUMENTED       MNHD
 DP9086  HISTORY     - 20140421 GOOD             MNDT
 DP9086  HISTORY     - 20160426 GOOD             MNDT
 DP9086  HISTORY     - 20190618 GOOD             MNDT
 DP9086  HISTORY     - 20220815 GOOD             MNDT
 DP9086  HISTORY     - 20240509 GOOD             MNDT
 DP9086
 DP9086                          STATION DESCRIPTION
 DP9086
 DP9086'DESCRIBED BY MN DEPT OF TRANSP 2014 (KMS)
 DP9086'THE STATION IS LOCATED ABOUT 8.0 MI (12.9 KM) NORTHWEST OF SAINT
 DP9086'CLAIR.
 DP9086'
 DP9086'TO REACH THE MARK GO 6.9 MI (11.1 KM) WEST-SOUTHWEST OF MADISON LAKE
 DP9086'AND 2.6 MI (4.2 KM) EAST-NORTHEAST OF MANKATO, 165 FT (50.3 M) NORTH
 DP9086'OF ENTRANCE RAMP FROM TRUNK HIGHWAY 22 TO TRUNK HIGHWAY 14/TRUNK
 DP9086'HIGHWAY 60 WESTBOUND, AT THE JUNCTION OF TRUNK HIGHWAY 22 AND TRUNK
 DP9086'HIGHWAY 14/TRUNK HIGHWAY 60 IN MANKATO, AT TRUNK HIGHWAY 22 MILE POINT
 DP9086'52.9.
 DP9086'
 DP9086'THE MARK IS LOCATED 97.0 FT (29.6 M) WEST OF SOUTHBOUND TRUNK HIGHWAY
 DP9086'22, 3.0 FT (0.9 M) EAST OF A FENCE CORNER AT RIGHT-OF-WAY, 0.6 FT (18
 DP9086'CM) EAST OF A WITNESS POST.
 DP9086
 DP9086                          STATION RECOVERY (2016)
 DP9086
 DP9086'RECOVERY NOTE BY MN DEPT OF TRANSP 2016 (KMS)
 DP9086'THE MARK IS LOCATED ABOUT IN MANKATO.
 DP9086'
 DP9086'TO REACH THE MARK GO 165 FT (50.3 M) NORTH OF ENTRANCE RAMP FROM TRUNK
 DP9086'HIGHWAY 22 TO TRUNK HIGHWAY 14/TRUNK HIGHWAY 60 WESTBOUND, AT THE
 DP9086'JUNCTION OF TRUNK HIGHWAY 22 AND TRUNK HIGHWAY 14/TRUNK HIGHWAY 60 IN
 DP9086'MANKATO, AT TRUNK HIGHWAY 22 MILE POINT 52.9.
 DP9086'
 DP9086'THE MARK IS LOCATED 97.0 FT (29.6 M) WEST OF SOUTHBOUND TRUNK HIGHWAY
 DP9086'22, 3.0 FT (0.9 M) EAST OF A FENCE CORNER AT RIGHT-OF-WAY, 0.6 FT (18
 DP9086'CM) EAST OF A WITNESS POST.
 DP9086
 DP9086                          STATION RECOVERY (2019)
 DP9086
 DP9086'RECOVERY NOTE BY MN DEPT OF TRANSP 2019 (TJD)
 DP9086'RECOVERED AS DESCRIBED.
 DP9086
 DP9086                          STATION RECOVERY (2022)
 DP9086
 DP9086'RECOVERY NOTE BY MN DEPT OF TRANSP 2022 (KMS)
 DP9086'IN MANKATO, 165.0 FT (50.3 M) NORTH OF AN ENTRANCE RAMP FROM TRUNK
 DP9086'HIGHWAY 22 TO TRUNK HIGHWAY 14/TRUNK HIGHWAY 60 WESTBOUND, AT THE
 DP9086'JUNCTION OF TRUNK HIGHWAY 22 AND TRUNK HIGHWAY 14/TRUNK HIGHWAY 60 IN
 DP9086'MANKATO, AT TRUNK HIGHWAY 22 MILE POINT 52.9, 97.0 FT (29.6 M) WEST OF
 DP9086'SOUTHBOUND TRUNK HIGHWAY 22, 3.0 FT (0.9 M) EAST OF THE FENCE CORNER
 DP9086'AT THE RIGHT-OF-WAY, 0.6 FT (18 CM) EAST OF A WITNESS POST.
 DP9086
 DP9086                          STATION RECOVERY (2024)
 DP9086
 DP9086'RECOVERY NOTE BY MN DEPT OF TRANSP 2024 (AXD)
 DP9086'THE MARK IS LOCATED ABOUT IN IN MANKATO, 165.0 FT (50.3 M) NORTH OF AN
 DP9086'ENTRANCE RAMP FROM TRUNK HIGHWAY 22 TO TRUNK HIGHWAY 14/TRUNK HIGHWAY
 DP9086'60 WESTBOUND, AT THE JUNCTION OF TRUNK HIGHWAY 22 AND TRUNK HIGHWAY
 DP9086'14/TRUNK HIGHWAY 60 IN MANKATO, AT TRUNK HIGHWAY 22 MILE POINT 52.9,
 DP9086'97.0 FT (29.6 M) WEST OF SOUTHBOUND TRUNK HIGHWAY 22, 3.0 FT (0.9 M)
 DP9086'EAST OF THE FENCE CORNER AT THE RIGHT-OF-WAY, 0.6 FT (18 CM) EAST OF A
 DP9086'WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DI8431 ***********************************************************************
 DI8431  DESIGNATION -  0714 M
 DI8431  PID         -  DI8431
 DI8431  STATE/COUNTY-  MN/BLUE EARTH
 DI8431  COUNTRY     -  US
 DI8431  USGS QUAD   -  MANKATO EAST (2019)
 DI8431
 DI8431                         *CURRENT SURVEY CONTROL
 DI8431  ______________________________________________________________________
 DI8431* NAD 83(1986) POSITION- 44 13 10.60   (N) 093 55 43.40   (W)   HD_HELD1
 DI8431* NAVD 88 ORTHO HEIGHT -   306.112 (meters)     1004.30  (feet) ADJUSTED
 DI8431  ______________________________________________________________________
 DI8431  GEOID HEIGHT    -        -28.430 (meters)                     GEOID18
 DI8431  DYNAMIC HEIGHT  -        306.064 (meters)     1004.15  (feet) COMP
 DI8431  MODELED GRAVITY -    980,452.1   (mgal)                       NAVD 88
 DI8431
 DI8431  VERT ORDER      -  SECOND    CLASS I
 DI8431
 DI8431.The horizontal coordinates were determined by differentially corrected
 DI8431.hand held GPS observations or other comparable positioning techniques
 DI8431.and have an estimated accuracy of +/- 3 meters.
 DI8431
 DI8431.The orthometric height was determined by differential leveling and
 DI8431.adjusted by the NATIONAL GEODETIC SURVEY
 DI8431.in October 2007.
 DI8431
 DI8431.Significant digits in the geoid height do not necessarily reflect accuracy.
 DI8431.GEOID18 height accuracy estimate available here.
 DI8431
 DI8431.Click photographs - Photos may exist for this station.
 DI8431
 DI8431.The dynamic height is computed by dividing the NAVD 88
 DI8431.geopotential number by the normal gravity value computed on the
 DI8431.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DI8431.degrees latitude (g = 980.6199 gals.).
 DI8431
 DI8431.The modeled gravity was interpolated from observed gravity values.
 DI8431
 DI8431;                    North         East    Units  Estimated Accuracy
 DI8431;SPC MN S     -   235,515.1     805,695.4     MT  (+/- 3 meters HH1 GPS) 
 DI8431
 DI8431_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVJ2581596684(NAD 83)
 DI8431
 DI8431                          SUPERSEDED SURVEY CONTROL
 DI8431
 DI8431.No superseded survey control is available for this station.
 DI8431
 DI8431_MARKER: DV = VERTICAL CONTROL DISK
 DI8431_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 DI8431_STAMPING: 0714 M 1980
 DI8431_MARK LOGO: MNHD
 DI8431_PROJECTION: PROJECTING 3 CENTIMETERS
 DI8431_MAGNETIC: I = MARKER IS A STEEL ROD
 DI8431_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DI8431_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DI8431+SATELLITE: SATELLITE OBSERVATIONS - August 01, 2022
 DI8431_ROD/PIPE-DEPTH: 3.0 meters
 DI8431
 DI8431  HISTORY     - Date     Condition        Report By
 DI8431  HISTORY     - 1980     MONUMENTED       MNHD
 DI8431  HISTORY     - 20091014 GOOD             MNDT
 DI8431  HISTORY     - 20220801 GOOD             MNDT
 DI8431
 DI8431                          STATION DESCRIPTION
 DI8431
 DI8431'DESCRIBED BY MN HIGHWAY DEPT 1980
 DI8431'3.25 MILES NORTHEAST OF MANKATO, 2.4 MILES EAST AND 1.6 MILES NORTH
 DI8431'ALONG COUNTY ROAD 12 FROM THE JUNCTION OF TRUNK HIGHWAY 22 AND COUNTY
 DI8431'ROAD 12, 51 FEET EAST OF COUNTY ROAD 12, 57 FEET SOUTH OF ENTRANCE, A
 DI8431'NORTHWEST CORNER OF AIRPORT FENCE, 15 FEET SOUTH OF FENCE CORNER, 1.5
 DI8431'FEET WEST OF FENCE, 0.9 FEET WEST OF WITNESS POST.
 DI8431
 DI8431                          STATION RECOVERY (2009)
 DI8431
 DI8431'RECOVERY NOTE BY MN DEPT OF TRANSP 2009 (JBG)
 DI8431'RECOVERED AS DESCRIBED.
 DI8431
 DI8431                          STATION RECOVERY (2022)
 DI8431
 DI8431'RECOVERY NOTE BY MN DEPT OF TRANSP 2022 (KMS)
 DI8431'3.25 MI (5.23 KM) NORTHEAST OF MANKATO, 1.45 MI (2.33 KM) EAST NORTH
 DI8431'ALONG TRUNK HIGHWAY 22 FROM THE JUNCTION OF TRUNK HIGHWAY 22 AND TRUNK
 DI8431'HIGHWAY 14 IN MANKATO, THEN 1.05 MI (1.69 KM) EAST ON COUNTY ROAD 26,
 DI8431'THEN 1.4 MI (2.3 KM) NORTH ON COUNTY ROAD 12, 57.0 FT (17.4 M) SOUTH
 DI8431'OF AN ENTRANCE, 51.0 FT (15.5 M) EAST OF COUNTY ROAD 12, AT THE
 DI8431'NORTHWEST CORNER OF AN AIRPORT FENCE, 15.0 FT (4.6 M) SOUTH OF A FENCE
 DI8431'CORNER, 1.5 FT (0.5 M) WEST OF A FENCE, 0.9 FT (27 CM) WEST OF A
 DI8431'WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DR3245 ***********************************************************************
 DR3245  DESIGNATION -  0714 Q RESET
 DR3245  PID         -  DR3245
 DR3245  STATE/COUNTY-  MN/BLUE EARTH
 DR3245  COUNTRY     -  US
 DR3245  USGS QUAD   -  MANKATO EAST (2019)
 DR3245
 DR3245                         *CURRENT SURVEY CONTROL
 DR3245  ______________________________________________________________________
 DR3245* NAD 83(2011) POSITION- 44 13 02.03141(N) 093 57 33.54638(W)   ADJUSTED
 DR3245* NAD 83(2011) ELLIP HT-   273.122 (meters)        (01/24/25)   ADJUSTED
 DR3245* NAD 83(2011) EPOCH   -  2010.00
 DR3245* NAVD 88 ORTHO HEIGHT -   301.484 (meters)      989.12  (feet) ADJUSTED
 DR3245  ______________________________________________________________________
 DR3245  GEOID HEIGHT    -        -28.374 (meters)                     GEOID18
 DR3245  NAD 83(2011) X  -   -316,162.675 (meters)                     COMP
 DR3245  NAD 83(2011) Y  - -4,567,943.660 (meters)                     COMP
 DR3245  NAD 83(2011) Z  -  4,425,613.304 (meters)                     COMP
 DR3245  LAPLACE CORR    -         -4.08  (seconds)                    DEFLEC18
 DR3245  DYNAMIC HEIGHT  -        301.438 (meters)      988.97  (feet) COMP
 DR3245  MODELED GRAVITY -    980,458.9   (mgal)                       NAVD 88
 DR3245
 DR3245  VERT ORDER      -  SECOND    CLASS I
 DR3245
 DR3245  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DR3245  Standards:
 DR3245         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DR3245            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DR3245  -------------------------------------------------------------------
 DR3245  NETWORK    0.42   1.29           0.19   0.15   0.66     -0.06273664
 DR3245  -------------------------------------------------------------------
 DR3245  Click here for local accuracies and other accuracy information.
 DR3245
 DR3245.The horizontal coordinates were established by GPS observations
 DR3245.and adjusted by the MN DEPT OF TRANSP in January 2025.
 DR3245
 DR3245.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DR3245.been affixed to the stable North American tectonic plate. See 
 DR3245.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DR3245
 DR3245.The horizontal coordinates are valid at the epoch date displayed above
 DR3245.which is a decimal equivalence of Year/Month/Day.
 DR3245
 DR3245.The orthometric height was determined by differential leveling and
 DR3245.adjusted by the NATIONAL GEODETIC SURVEY
 DR3245.in April 2020.
 DR3245
 DR3245.Significant digits in the geoid height do not necessarily reflect accuracy.
 DR3245.GEOID18 height accuracy estimate available here.
 DR3245
 DR3245.Click photographs - Photos may exist for this station.
 DR3245
 DR3245.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DR3245
 DR3245.The Laplace correction was computed from DEFLEC18 derived deflections.
 DR3245
 DR3245.The ellipsoidal height was determined by GPS observations
 DR3245.and is referenced to NAD 83.
 DR3245
 DR3245.The dynamic height is computed by dividing the NAVD 88
 DR3245.geopotential number by the normal gravity value computed on the
 DR3245.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DR3245.degrees latitude (g = 980.6199 gals.).
 DR3245
 DR3245.The modeled gravity was interpolated from observed gravity values.
 DR3245
 DR3245. The following values were computed from the NAD 83(2011) position.
 DR3245
 DR3245;                    North         East     Units Scale Factor Converg.
 DR3245;SPC MN S     -   235,249.008   803,250.771   MT  0.99993428   +0 01 42.7
 DR3245;SPC MN S     -   771,812.79  2,635,331.90   sFT  0.99993428   +0 01 42.7
 DR3245;UTM  15      - 4,896,448.076   423,368.571   MT  0.99967222   -0 40 08.6
 DR3245
 DR3245!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DR3245!SPC MN S     -   0.99995718  x   0.99993428  =   0.99989146
 DR3245!UTM  15      -   0.99995718  x   0.99967222  =   0.99962941
 DR3245
 DR3245_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVJ2336896448(NAD 83)
 DR3245
 DR3245                          SUPERSEDED SURVEY CONTROL
 DR3245
 DR3245.No superseded survey control is available for this station.
 DR3245
 DR3245_MARKER: I = METAL ROD
 DR3245_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DR3245_STAMPING: 0714 Q RESET 2019
 DR3245_MARK LOGO: MNDT
 DR3245_PROJECTION: RECESSED 5 CENTIMETERS
 DR3245_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DR3245_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DR3245_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DR3245+SATELLITE: SATELLITE OBSERVATIONS - May 13, 2024
 DR3245_ROD/PIPE-DEPTH: 5.8 meters
 DR3245
 DR3245  HISTORY     - Date     Condition        Report By
 DR3245  HISTORY     - 20190715 MONUMENTED       MNDT
 DR3245  HISTORY     - 20220804 GOOD             MNDT
 DR3245  HISTORY     - 20240513 GOOD             MNDT
 DR3245
 DR3245                          STATION DESCRIPTION
 DR3245
 DR3245'DESCRIBED BY MN DEPT OF TRANSP 2019
 DR3245'THE MARK IS LOCATED ABOUT 2.0 MI (3.2 KM) NORTH OF MANKATO.
 DR3245'
 DR3245'TO REACH THE MARK GO 3.1 MI (5.0 KM) NORTH ALONG TRUNK HIGHWAY 22 FROM
 DR3245'THE JUNCTION OF TRUNK HIGHWAY 22 AND TRUNK HIGHWAY 14 IN MANKATO TO
 DR3245'TRUNK HIGHWAY 22 MILE POINT 57.0, THEN 0.1 MI (0.2 KM) SOUTHWEST ON
 DR3245'COUNTY ROAD 57, THEN 0.05 MI (0.08 KM) NORTH OF C.W. SCHEUREN AND SONS
 DR3245'EXCAVATING.
 DR3245'
 DR3245'THE MARK IS 80.0 FT (24.4 M) WEST OF A PAVED ROAD, 19.5 FT (5.9 M)
 DR3245'SOUTH OF AN ENTRANCE, 3.4 FT (1.0 M) SOUTHEAST OF A SOUTH GATE POST,
 DR3245'2.7 FT (0.8 M) EAST OF A FENCE, 1.9 FT (0.6 M) EAST OF A WITNESS POST.
 DR3245'NOTE-THE STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM ROD
 DR3245'DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION REMOVABLE DISK
 DR3245'SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH PVC
 DR3245'PIPE BACK FILLED WITH WASHED SAND.
 DR3245
 DR3245                          STATION RECOVERY (2022)
 DR3245
 DR3245'RECOVERY NOTE BY MN DEPT OF TRANSP 2022 (KMS)
 DR3245'2.0 MI (3.2 KM) NORTH OF MANKATO, 3.1 MI (5.0 KM) NORTH ALONG TRUNK
 DR3245'HIGHWAY 22 FROM THE JUNCTION OF TRUNK HIGHWAY 22 AND TRUNK HIGHWAY 14
 DR3245'IN MANKATO TO TRUNK HIGHWAY 22 MILE POINT 57.0, THEN 0.1 MI (0.2 KM)
 DR3245'SOUTHWEST ON COUNTY ROAD 57, THEN 0.05 MI (0.08 KM) NORTH OF C.W.
 DR3245'SCHEUREN AND SONS EXCAVATING.  80.0 FT (24.4 M) WEST OF A PAVED ROAD,
 DR3245'19.5 FT (5.9 M) SOUTH OF AN ENTRANCE, 3.4 FT (1.0 M) SOUTHEAST OF A
 DR3245'SOUTH GATE POST, 2.7 FT (0.8 M) EAST OF A FENCE, 1.9 FT (0.6 M) EAST
 DR3245'OF A WITNESS POST.
 DR3245
 DR3245                          STATION RECOVERY (2024)
 DR3245
 DR3245'RECOVERY NOTE BY MN DEPT OF TRANSP 2024 (BXB)
 DR3245'THE MARK IS LOCATED ABOUT IN 2.0 MI (3.2 KM) NORTH OF MANKATO, 3.1 MI
 DR3245'(5.0 KM) NORTH ALONG TRUNK HIGHWAY 22 FROM THE JUNCTION OF TRUNK
 DR3245'HIGHWAY 22 AND TRUNK HIGHWAY 14 IN MANKATO TO TRUNK HIGHWAY 22 MILE
 DR3245'POINT 57.0, THEN 0.1 MI (0.2 KM) SOUTHWEST ON COUNTY ROAD 57, THEN
 DR3245'0.05 MI (0.08 KM) NORTH OF C.W. SCHEUREN AND SONS EXCAVATING.  80.0 FT
 DR3245'(24.4 M) WEST OF A PAVED ROAD, 19.5 FT (5.9 M) SOUTH OF AN ENTRANCE,
 DR3245'3.4 FT (1.0 M) SOUTHEAST OF A SOUTH GATE POST, 2.7 FT (0.8 M) EAST OF
 DR3245'A FENCE, 1.9 FT (0.6 M) EAST OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DI8434 ***********************************************************************
 DI8434  DESIGNATION -  0714 R
 DI8434  PID         -  DI8434
 DI8434  STATE/COUNTY-  MN/BLUE EARTH
 DI8434  COUNTRY     -  US
 DI8434  USGS QUAD   -  MANKATO EAST (2019)
 DI8434
 DI8434                         *CURRENT SURVEY CONTROL
 DI8434  ______________________________________________________________________
 DI8434* NAD 83(1986) POSITION- 44 11 55.23   (N) 093 56 56.79   (W)   HD_HELD1
 DI8434* NAVD 88 ORTHO HEIGHT -   303.891 (meters)      997.02  (feet) ADJUSTED
 DI8434  ______________________________________________________________________
 DI8434  GEOID HEIGHT    -        -28.404 (meters)                     GEOID18
 DI8434  DYNAMIC HEIGHT  -        303.844 (meters)      996.86  (feet) COMP
 DI8434  MODELED GRAVITY -    980,455.1   (mgal)                       NAVD 88
 DI8434
 DI8434  VERT ORDER      -  SECOND    CLASS I
 DI8434
 DI8434.The horizontal coordinates were determined by differentially corrected
 DI8434.hand held GPS observations or other comparable positioning techniques
 DI8434.and have an estimated accuracy of +/- 3 meters.
 DI8434
 DI8434.The orthometric height was determined by differential leveling and
 DI8434.adjusted by the NATIONAL GEODETIC SURVEY
 DI8434.in October 2007.
 DI8434
 DI8434.Significant digits in the geoid height do not necessarily reflect accuracy.
 DI8434.GEOID18 height accuracy estimate available here.
 DI8434
 DI8434.Click photographs - Photos may exist for this station.
 DI8434
 DI8434.The dynamic height is computed by dividing the NAVD 88
 DI8434.geopotential number by the normal gravity value computed on the
 DI8434.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DI8434.degrees latitude (g = 980.6199 gals.).
 DI8434
 DI8434.The modeled gravity was interpolated from observed gravity values.
 DI8434
 DI8434;                    North         East    Units  Estimated Accuracy
 DI8434;SPC MN S     -   233,187.7     804,067.9     MT  (+/- 3 meters HH1 GPS) 
 DI8434
 DI8434_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVJ2416094377(NAD 83)
 DI8434
 DI8434                          SUPERSEDED SURVEY CONTROL
 DI8434
 DI8434.No superseded survey control is available for this station.
 DI8434
 DI8434_MARKER: DV = VERTICAL CONTROL DISK
 DI8434_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DI8434_SP_SET: BRIDGE PARAPET
 DI8434_STAMPING: 0714 R 2005
 DI8434_MARK LOGO: MNDT
 DI8434_MAGNETIC: N = NO MAGNETIC MATERIAL
 DI8434_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DI8434_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DI8434+SATELLITE: SATELLITE OBSERVATIONS - August 03, 2022
 DI8434
 DI8434  HISTORY     - Date     Condition        Report By
 DI8434  HISTORY     - 2005     MONUMENTED       MNDT
 DI8434  HISTORY     - 20190606 GOOD             MNDT
 DI8434  HISTORY     - 20220803 GOOD             MNDT
 DI8434
 DI8434                          STATION DESCRIPTION
 DI8434
 DI8434'DESCRIBED BY MN DEPT OF TRANSP 2005
 DI8434'2 MILES NORTHEAST OF MANKATO,  IN RAIL IN THE SOUTHEAST CORNER OF
 DI8434'TRUNK HIGHWAY 22 BRIDGE NUMBER 07033 OVER A WALKING PATH, 1.65 MILES
 DI8434'NORTH ALONG TRUNK HIGHWAY 22 FROM THE JUNCTION OF TRUNK HIGHWAY 22 AND
 DI8434'TRUNK HIGHWAY 14 IN THE NORTHEAST PART OF MANKATO,  AT TRUNK HIGHWAY
 DI8434'22 MILEPOINT 55.05,  31.0 FEET EAST OF TRUNK HIGHWAY 22.
 DI8434
 DI8434                          STATION RECOVERY (2019)
 DI8434
 DI8434'RECOVERY NOTE BY MN DEPT OF TRANSP 2019 (TJD)
 DI8434'RECOVERED IN GOOD CONDITION.
 DI8434
 DI8434                          STATION RECOVERY (2022)
 DI8434
 DI8434'RECOVERY NOTE BY MN DEPT OF TRANSP 2022 (KMS)
 DI8434'2.0 MI (3.2 KM) NORTHEAST OF MANKATO, IN THE RAIL IN THE SOUTHEAST
 DI8434'CORNER OF TRUNK HIGHWAY 22 BRIDGE NUMBER 07033 OVER A WALKING PATH,
 DI8434'1.65 MI (2.65 KM) NORTH ALONG TRUNK HIGHWAY 22 FROM THE JUNCTION OF
 DI8434'TRUNK HIGHWAY 22 AND TRUNK HIGHWAY 14 IN THE NORTHEAST PART OF
 DI8434'MANKATO, AT TRUNK HIGHWAY 22 MILE POINT 55.05, 31.0 FT (9.4 M) EAST OF
 DI8434'TRUNK HIGHWAY 22.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DI8433 ***********************************************************************
 DI8433  DESIGNATION -  0714 R 1
 DI8433  PID         -  DI8433
 DI8433  STATE/COUNTY-  MN/BLUE EARTH
 DI8433  COUNTRY     -  US
 DI8433  USGS QUAD   -  MANKATO EAST (2019)
 DI8433
 DI8433                         *CURRENT SURVEY CONTROL
 DI8433  ______________________________________________________________________
 DI8433* NAD 83(1986) POSITION- 44 11 45.96   (N) 093 56 44.66   (W)   HD_HELD1
 DI8433* NAVD 88 ORTHO HEIGHT -   306.773 (meters)     1006.47  (feet) ADJUSTED
 DI8433  ______________________________________________________________________
 DI8433  GEOID HEIGHT    -        -28.412 (meters)                     GEOID18
 DI8433  DYNAMIC HEIGHT  -        306.725 (meters)     1006.31  (feet) COMP
 DI8433  MODELED GRAVITY -    980,454.0   (mgal)                       NAVD 88
 DI8433
 DI8433  VERT ORDER      -  SECOND    CLASS I
 DI8433
 DI8433.The horizontal coordinates were determined by differentially corrected
 DI8433.hand held GPS observations or other comparable positioning techniques
 DI8433.and have an estimated accuracy of +/- 3 meters.
 DI8433
 DI8433.The orthometric height was determined by differential leveling and
 DI8433.adjusted by the NATIONAL GEODETIC SURVEY
 DI8433.in October 2007.
 DI8433
 DI8433.Significant digits in the geoid height do not necessarily reflect accuracy.
 DI8433.GEOID18 height accuracy estimate available here.
 DI8433
 DI8433.Click photographs - Photos may exist for this station.
 DI8433
 DI8433.The dynamic height is computed by dividing the NAVD 88
 DI8433.geopotential number by the normal gravity value computed on the
 DI8433.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DI8433.degrees latitude (g = 980.6199 gals.).
 DI8433
 DI8433.The modeled gravity was interpolated from observed gravity values.
 DI8433
 DI8433;                    North         East    Units  Estimated Accuracy
 DI8433;SPC MN S     -   232,901.8     804,337.4     MT  (+/- 3 meters HH1 GPS) 
 DI8433
 DI8433_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVJ2442694088(NAD 83)
 DI8433
 DI8433                          SUPERSEDED SURVEY CONTROL
 DI8433
 DI8433.No superseded survey control is available for this station.
 DI8433
 DI8433_MARKER: DV = VERTICAL CONTROL DISK
 DI8433_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DI8433_SP_SET: BRIDGE PARAPET
 DI8433_STAMPING: 0714 R 1 2005
 DI8433_MARK LOGO: MNDT
 DI8433_MAGNETIC: N = NO MAGNETIC MATERIAL
 DI8433_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DI8433_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DI8433+SATELLITE: SATELLITE OBSERVATIONS - August 03, 2022
 DI8433
 DI8433  HISTORY     - Date     Condition        Report By
 DI8433  HISTORY     - 2005     MONUMENTED       MNDT
 DI8433  HISTORY     - 20190606 GOOD             MNDT
 DI8433  HISTORY     - 20220803 GOOD             MNDT
 DI8433
 DI8433                          STATION DESCRIPTION
 DI8433
 DI8433'DESCRIBED BY MN DEPT OF TRANSP 2005
 DI8433'2 MILES NORTHEAST OF MANKATO.  IN RAIL IN THE SOUTHEAST CORNER OF
 DI8433'COUNTY ROAD 12 BRIDGE NUMBER 07571 OVER A WALKING PATH,  1.45 MILES
 DI8433'NORTH ALONG TRUNK HIGHWAY 22 FROM THE JUNCTION OF TRUNK HIGHWAY 22 A
 DI8433'TRUNK HIGHWAY 14 IN THE NORTHEAST PART OF MANKATO, TO TRUNK HIGHWAY 2
 DI8433'MILEPOINT 54.55, THEN 0.25 MILES EAST ON COUNTY ROAD 12, 30 FEET SOUTH
 DI8433'OF COUNTY ROAD 12.
 DI8433
 DI8433                          STATION RECOVERY (2019)
 DI8433
 DI8433'RECOVERY NOTE BY MN DEPT OF TRANSP 2019 (TJD)
 DI8433'RECOVERED IN GOOD CONDITION.
 DI8433
 DI8433                          STATION RECOVERY (2022)
 DI8433
 DI8433'RECOVERY NOTE BY MN DEPT OF TRANSP 2022 (KMS)
 DI8433'2.0 MI (3.2 KM) NORTHEAST OF MANKATO, IN A RAIL IN THE SOUTHEAST
 DI8433'CORNER OF COUNTY ROAD 12 BRIDGE NUMBER 07571 OVER A WALKING PATH, 1.45
 DI8433'MI (2.33 KM) NORTH ALONG TRUNK HIGHWAY 22 FROM THE JUNCTION OF TRUNK
 DI8433'HIGHWAY 22 AND TRUNK HIGHWAY 14 IN THE NORTHEAST PART OF MANKATO TO
 DI8433'TRUNK HIGHWAY 22 MILE POINT 54.55, THEN 0.25 MI (0.40 KM) EAST ON
 DI8433'COUNTY ROAD 12, 30.0 FT (9.1 M) SOUTH OF COUNTY ROAD 12.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DI8432 ***********************************************************************
 DI8432  DESIGNATION -  0714 R 2
 DI8432  PID         -  DI8432
 DI8432  STATE/COUNTY-  MN/BLUE EARTH
 DI8432  COUNTRY     -  US
 DI8432  USGS QUAD   -  MANKATO EAST (2019)
 DI8432
 DI8432                         *CURRENT SURVEY CONTROL
 DI8432  ______________________________________________________________________
 DI8432* NAD 83(1986) POSITION- 44 12 12.55   (N) 093 55 42.92   (W)   HD_HELD1
 DI8432* NAVD 88 ORTHO HEIGHT -   299.553 (meters)      982.78  (feet) ADJUSTED
 DI8432  ______________________________________________________________________
 DI8432  GEOID HEIGHT    -        -28.442 (meters)                     GEOID18
 DI8432  DYNAMIC HEIGHT  -        299.505 (meters)      982.63  (feet) COMP
 DI8432  MODELED GRAVITY -    980,450.5   (mgal)                       NAVD 88
 DI8432
 DI8432  VERT ORDER      -  SECOND    CLASS I
 DI8432
 DI8432.The horizontal coordinates were determined by differentially corrected
 DI8432.hand held GPS observations or other comparable positioning techniques
 DI8432.and have an estimated accuracy of +/- 3 meters.
 DI8432
 DI8432.The orthometric height was determined by differential leveling and
 DI8432.adjusted by the NATIONAL GEODETIC SURVEY
 DI8432.in October 2007.
 DI8432
 DI8432.Significant digits in the geoid height do not necessarily reflect accuracy.
 DI8432.GEOID18 height accuracy estimate available here.
 DI8432
 DI8432.Click photographs - Photos may exist for this station.
 DI8432
 DI8432.The dynamic height is computed by dividing the NAVD 88
 DI8432.geopotential number by the normal gravity value computed on the
 DI8432.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DI8432.degrees latitude (g = 980.6199 gals.).
 DI8432
 DI8432.The modeled gravity was interpolated from observed gravity values.
 DI8432
 DI8432;                    North         East    Units  Estimated Accuracy
 DI8432;SPC MN S     -   233,723.5     805,707.6     MT  (+/- 3 meters HH1 GPS) 
 DI8432
 DI8432_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVJ2580694893(NAD 83)
 DI8432
 DI8432                          SUPERSEDED SURVEY CONTROL
 DI8432
 DI8432.No superseded survey control is available for this station.
 DI8432
 DI8432_MARKER: DD = SURVEY DISK
 DI8432_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DI8432_STAMPING: 0714 R 2 2005
 DI8432_MARK LOGO: MNDT
 DI8432_PROJECTION: FLUSH
 DI8432_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DI8432_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DI8432_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DI8432+SATELLITE: SATELLITE OBSERVATIONS - August 01, 2022
 DI8432_ROD/PIPE-DEPTH: 15.2 meters
 DI8432
 DI8432  HISTORY     - Date     Condition        Report By
 DI8432  HISTORY     - 20051103 MONUMENTED       MNDT
 DI8432  HISTORY     - 20091014 GOOD             MNDT
 DI8432  HISTORY     - 20210420 GOOD             MNDT
 DI8432  HISTORY     - 20220801 GOOD             MNDT
 DI8432
 DI8432                          STATION DESCRIPTION
 DI8432
 DI8432'DESCRIBED BY MN DEPT OF TRANSP 2005
 DI8432'3 MILES NORTHEAST OF MANKATO,  1.45 MILES NORTH ALONG TRUNK HIGHWAY 22
 DI8432'FROM THE JUNCTION OF TRUNK HIGHWAY 22 AND TRUNK HIGHWAY 14 NORTHEAST
 DI8432'PART OF MANKATO,  TO TRUNK HIGHWAY 22 MILE POINT 54.55,  THEN 1.45
 DI8432'EAST AND NORTH ON COUNTY ROAD 12.  109.9 FEET EAST OF COUNTY ROAD 12
 DI8432'(589TH AVE).  47.4 FEET NORTH OF COUNTY ROAD 26 (230TH STREET), 14.7
 DI8432'FEET EAST-SOUTHEAST OF POWER POLE, 1.0 FEET SOUTH OF WITNESS POST.
 DI8432
 DI8432                          STATION RECOVERY (2009)
 DI8432
 DI8432'RECOVERY NOTE BY MN DEPT OF TRANSP 2009 (JBG)
 DI8432'3.0 MI (4.8 KM) NORTHEAST OF MANKATO, 1.45 MI (2.33 KM) NORTH ALONG
 DI8432'TRUNK HIGHWAY 22 FROM THE JUNCTION OF TRUNK HIGHWAY 22 AND TRUNK
 DI8432'HIGHWAY 14 NORTHEAST OF MANKATO, TO TRUNK HIGHWAY 22 MILE POINT 54.55,
 DI8432'THEN 1.45 MI (2.33 KM) EAST AND NORTH ON COUNTY ROAD 12, 109.9 FT
 DI8432'(33.5 M) EAST OF COUNTY ROAD 12 (589TH AVENUE).  47.4 FT (14.4 M)
 DI8432'NORTH OF COUNTY ROAD 26 (230TH STREET), 14.7 FT (4.5 M) EAST-SOUTHEAST
 DI8432'OF A POWER POLE, 1.0 FT (0.3 M) SOUTH OF A WITNESS POST.
 DI8432
 DI8432                          STATION RECOVERY (2021)
 DI8432
 DI8432'RECOVERY NOTE BY MN DEPT OF TRANSP 2021 (KMS)
 DI8432'RECOVERED IN GOOD CONDITION.
 DI8432
 DI8432                          STATION RECOVERY (2022)
 DI8432
 DI8432'RECOVERY NOTE BY MN DEPT OF TRANSP 2022 (KMS)
 DI8432'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DR3247 ***********************************************************************
 DR3247  DESIGNATION -  0714 S
 DR3247  PID         -  DR3247
 DR3247  STATE/COUNTY-  MN/BLUE EARTH
 DR3247  COUNTRY     -  US
 DR3247  USGS QUAD   -  MANKATO EAST (2019)
 DR3247
 DR3247                         *CURRENT SURVEY CONTROL
 DR3247  ______________________________________________________________________
 DR3247* NAD 83(2011) POSITION- 44 11 24.33145(N) 093 56 56.90774(W)   ADJUSTED
 DR3247* NAD 83(2011) ELLIP HT-   276.433 (meters)        (01/24/25)   ADJUSTED
 DR3247* NAD 83(2011) EPOCH   -  2010.00
 DR3247* NAVD 88 ORTHO HEIGHT -   304.830 (meters)     1000.10  (feet) ADJUSTED
 DR3247  ______________________________________________________________________
 DR3247  GEOID HEIGHT    -        -28.409 (meters)                     GEOID18
 DR3247  NAD 83(2011) X  -   -315,496.240 (meters)                     COMP
 DR3247  NAD 83(2011) Y  - -4,570,099.701 (meters)                     COMP
 DR3247  NAD 83(2011) Z  -  4,423,453.759 (meters)                     COMP
 DR3247  LAPLACE CORR    -         -4.99  (seconds)                    DEFLEC18
 DR3247  DYNAMIC HEIGHT  -        304.783 (meters)      999.94  (feet) COMP
 DR3247  MODELED GRAVITY -    980,454.2   (mgal)                       NAVD 88
 DR3247
 DR3247  VERT ORDER      -  SECOND    CLASS I
 DR3247
 DR3247  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DR3247  Standards:
 DR3247         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DR3247            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DR3247  -------------------------------------------------------------------
 DR3247  NETWORK    0.42   1.33           0.19   0.15   0.68     -0.02682135
 DR3247  -------------------------------------------------------------------
 DR3247  Click here for local accuracies and other accuracy information.
 DR3247
 DR3247.The horizontal coordinates were established by GPS observations
 DR3247.and adjusted by the MN DEPT OF TRANSP in January 2025.
 DR3247
 DR3247.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DR3247.been affixed to the stable North American tectonic plate. See 
 DR3247.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DR3247
 DR3247.The horizontal coordinates are valid at the epoch date displayed above
 DR3247.which is a decimal equivalence of Year/Month/Day.
 DR3247
 DR3247.The orthometric height was determined by differential leveling and
 DR3247.adjusted by the NATIONAL GEODETIC SURVEY
 DR3247.in April 2020.
 DR3247
 DR3247.Significant digits in the geoid height do not necessarily reflect accuracy.
 DR3247.GEOID18 height accuracy estimate available here.
 DR3247
 DR3247.Click photographs - Photos may exist for this station.
 DR3247
 DR3247.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DR3247
 DR3247.The Laplace correction was computed from DEFLEC18 derived deflections.
 DR3247
 DR3247.The ellipsoidal height was determined by GPS observations
 DR3247.and is referenced to NAD 83.
 DR3247
 DR3247.The dynamic height is computed by dividing the NAVD 88
 DR3247.geopotential number by the normal gravity value computed on the
 DR3247.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DR3247.degrees latitude (g = 980.6199 gals.).
 DR3247
 DR3247.The modeled gravity was interpolated from observed gravity values.
 DR3247
 DR3247. The following values were computed from the NAD 83(2011) position.
 DR3247
 DR3247;                    North         East     Units Scale Factor Converg.
 DR3247;SPC MN S     -   232,234.089   804,065.900   MT  0.99993673   +0 02 08.3
 DR3247;SPC MN S     -   761,921.34  2,638,006.21   sFT  0.99993673   +0 02 08.3
 DR3247;UTM  15      - 4,893,424.257   424,146.736   MT  0.99967076   -0 39 41.8
 DR3247
 DR3247!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DR3247!SPC MN S     -   0.99995666  x   0.99993673  =   0.99989339
 DR3247!UTM  15      -   0.99995666  x   0.99967076  =   0.99962743
 DR3247
 DR3247_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVJ2414693424(NAD 83)
 DR3247
 DR3247                          SUPERSEDED SURVEY CONTROL
 DR3247
 DR3247.No superseded survey control is available for this station.
 DR3247
 DR3247_MARKER: I = METAL ROD
 DR3247_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DR3247_STAMPING: 0714 S 2019
 DR3247_MARK LOGO: MNDT
 DR3247_PROJECTION: FLUSH
 DR3247_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DR3247_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DR3247_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DR3247+SATELLITE: SATELLITE OBSERVATIONS - May 09, 2024
 DR3247_ROD/PIPE-DEPTH: 9.8 meters
 DR3247
 DR3247  HISTORY     - Date     Condition        Report By
 DR3247  HISTORY     - 20190716 MONUMENTED       MNDT
 DR3247  HISTORY     - 20220803 GOOD             MNDT
 DR3247  HISTORY     - 20240509 GOOD             MNDT
 DR3247
 DR3247                          STATION DESCRIPTION
 DR3247
 DR3247'DESCRIBED BY MN DEPT OF TRANSP 2019
 DR3247'THE MARK IS LOCATED ABOUT IN MANKATO.
 DR3247'
 DR3247'TO REACH THE MARK GO 0.05 MI (0.08 KM) NORTH ALONG TRUNK HIGHWAY 22
 DR3247'FROM THE JUNCTION OF TRUNK HIGHWAY 22 AND AUGUSTA DRIVE IN MANKATO, AT
 DR3247'TRUNK HIGHWAY 22 MILE POINT 64.15.
 DR3247'
 DR3247'THE MARK IS 59.2 FT (18.0 M) EAST OF NORTHBOUND TRUNK HIGHWAY 22, 26.8
 DR3247'FT (8.2 M) OF WEST NORTH AUGUSTA COURT, 2.9 FT (0.9 M) EAST OF A
 DR3247'WITNESS POST.
 DR3247'
 DR3247'NOTE-THE STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM ROD
 DR3247'DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION REMOVABLE DISK
 DR3247'SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH PVC
 DR3247'PIPE BACK FILLED WITH WASHED SAND.
 DR3247
 DR3247                          STATION RECOVERY (2022)
 DR3247
 DR3247'RECOVERY NOTE BY MN DEPT OF TRANSP 2022 (KMS)
 DR3247'IN MANKATO, 0.05 MI (0.08 KM) NORTH ALONG TRUNK HIGHWAY 22 FROM THE
 DR3247'JUNCTION OF TRUNK HIGHWAY 22 AND AUGUSTA DRIVE IN MANKATO, AT TRUNK
 DR3247'HIGHWAY 22 MILE POINT 64.15, 59.2 FT (18.0 M) EAST OF NORTHBOUND TRUNK
 DR3247'HIGHWAY 22, 26.8 FT (8.2 M) OF WEST NORTH AUGUSTA COURT, 2.9 FT (0.9
 DR3247'M) EAST OF A WITNESS POST.
 DR3247
 DR3247                          STATION RECOVERY (2024)
 DR3247
 DR3247'RECOVERY NOTE BY MN DEPT OF TRANSP 2024 (MPP)
 DR3247'THE MARK IS LOCATED ABOUT IN IN MANKATO, 0.05 MI (0.08 KM) NORTH ALONG
 DR3247'TRUNK HIGHWAY 22 FROM THE JUNCTION OF TRUNK HIGHWAY 22 AND AUGUSTA
 DR3247'DRIVE IN MANKATO, AT TRUNK HIGHWAY 22 MILE POINT 64.15, 59.2 FT (18.0
 DR3247'M) EAST OF NORTHBOUND TRUNK HIGHWAY 22, 26.8 FT (8.2 M) OF WEST NORTH
 DR3247'AUGUSTA COURT, 2.9 FT (0.9 M) EAST OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DR3246 ***********************************************************************
 DR3246  DESIGNATION -  0714 T
 DR3246  PID         -  DR3246
 DR3246  STATE/COUNTY-  MN/BLUE EARTH
 DR3246  COUNTRY     -  US
 DR3246  USGS QUAD   -  MANKATO EAST (2019)
 DR3246
 DR3246                         *CURRENT SURVEY CONTROL
 DR3246  ______________________________________________________________________
 DR3246* NAD 83(2011) POSITION- 44 12 11.78674(N) 093 56 58.00193(W)   ADJUSTED
 DR3246* NAD 83(2011) ELLIP HT-   275.840 (meters)        (01/24/25)   ADJUSTED
 DR3246* NAD 83(2011) EPOCH   -  2010.00
 DR3246* NAVD 88 ORTHO HEIGHT -   304.235 (meters)      998.14  (feet) ADJUSTED
 DR3246  ______________________________________________________________________
 DR3246  GEOID HEIGHT    -        -28.400 (meters)                     GEOID18
 DR3246  NAD 83(2011) X  -   -315,450.122 (meters)                     COMP
 DR3246  NAD 83(2011) Y  - -4,569,078.883 (meters)                     COMP
 DR3246  NAD 83(2011) Z  -  4,424,503.535 (meters)                     COMP
 DR3246  LAPLACE CORR    -         -4.82  (seconds)                    DEFLEC18
 DR3246  DYNAMIC HEIGHT  -        304.188 (meters)      997.99  (feet) COMP
 DR3246  MODELED GRAVITY -    980,455.7   (mgal)                       NAVD 88
 DR3246
 DR3246  VERT ORDER      -  SECOND    CLASS I
 DR3246
 DR3246  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DR3246  Standards:
 DR3246         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DR3246            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DR3246  -------------------------------------------------------------------
 DR3246  NETWORK    0.42   1.27           0.19   0.15   0.65     -0.05823761
 DR3246  -------------------------------------------------------------------
 DR3246  Click here for local accuracies and other accuracy information.
 DR3246
 DR3246.The horizontal coordinates were established by GPS observations
 DR3246.and adjusted by the MN DEPT OF TRANSP in January 2025.
 DR3246
 DR3246.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DR3246.been affixed to the stable North American tectonic plate. See 
 DR3246.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DR3246
 DR3246.The horizontal coordinates are valid at the epoch date displayed above
 DR3246.which is a decimal equivalence of Year/Month/Day.
 DR3246
 DR3246.The orthometric height was determined by differential leveling and
 DR3246.adjusted by the NATIONAL GEODETIC SURVEY
 DR3246.in April 2020.
 DR3246
 DR3246.Significant digits in the geoid height do not necessarily reflect accuracy.
 DR3246.GEOID18 height accuracy estimate available here.
 DR3246
 DR3246.Click photographs - Photos may exist for this station.
 DR3246
 DR3246.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DR3246
 DR3246.The Laplace correction was computed from DEFLEC18 derived deflections.
 DR3246
 DR3246.The ellipsoidal height was determined by GPS observations
 DR3246.and is referenced to NAD 83.
 DR3246
 DR3246.The dynamic height is computed by dividing the NAVD 88
 DR3246.geopotential number by the normal gravity value computed on the
 DR3246.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DR3246.degrees latitude (g = 980.6199 gals.).
 DR3246
 DR3246.The modeled gravity was interpolated from observed gravity values.
 DR3246
 DR3246. The following values were computed from the NAD 83(2011) position.
 DR3246
 DR3246;                    North         East     Units Scale Factor Converg.
 DR3246;SPC MN S     -   233,698.715   804,040.695   MT  0.99993551   +0 02 07.6
 DR3246;SPC MN S     -   766,726.53  2,637,923.51   sFT  0.99993551   +0 02 07.6
 DR3246;UTM  15      - 4,894,888.693   424,139.361   MT  0.99967077   -0 39 43.2
 DR3246
 DR3246!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DR3246!SPC MN S     -   0.99995675  x   0.99993551  =   0.99989226
 DR3246!UTM  15      -   0.99995675  x   0.99967077  =   0.99962753
 DR3246
 DR3246_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVJ2413994888(NAD 83)
 DR3246
 DR3246                          SUPERSEDED SURVEY CONTROL
 DR3246
 DR3246.No superseded survey control is available for this station.
 DR3246
 DR3246_MARKER: I = METAL ROD
 DR3246_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DR3246_STAMPING: 0714 T 2019
 DR3246_MARK LOGO: MNDT
 DR3246_PROJECTION: RECESSED 3 CENTIMETERS
 DR3246_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DR3246_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DR3246_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DR3246+SATELLITE: SATELLITE OBSERVATIONS - May 13, 2024
 DR3246_ROD/PIPE-DEPTH: 11.6 meters
 DR3246
 DR3246  HISTORY     - Date     Condition        Report By
 DR3246  HISTORY     - 20190716 MONUMENTED       MNDT
 DR3246  HISTORY     - 20220803 GOOD             MNDT
 DR3246  HISTORY     - 20240513 GOOD             MNDT
 DR3246
 DR3246                          STATION DESCRIPTION
 DR3246
 DR3246'DESCRIBED BY MN DEPT OF TRANSP 2019
 DR3246'THE MARK IS LOCATED ABOUT 3.6 MI (5.8 KM) NORTH OF MANKATO.
 DR3246'
 DR3246'TO REACH THE MARK GO 1.95 MI (3.14 KM) NORTH ALONG TRUNK HIGHWAY 22
 DR3246'FROM THE JUNCTION OF TRUNK HIGHWAY 14 AND TRUNK HIGHWAY 22 IN MANKATO,
 DR3246'AT TRUNK HIGHWAY 22 MILE POINT 65.35.
 DR3246'
 DR3246'THE MARK IS 68.2 FT (20.8 M) WEST OF SOUTHBOUND TRUNK HIGHWAY 22, 29.0
 DR3246'FT (8.8 M) SOUTH OF GRAVEL ENTRANCES (22976, 22971, 22963), 2.3 FT
 DR3246'(0.7 M) EAST OF A WITNESS POST.
 DR3246'
 DR3246'NOTE-THE STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM ROD
 DR3246'DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION REMOVABLE DISK
 DR3246'SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH PVC
 DR3246'PIPE BACK FILLED WITH WASHED SAND.
 DR3246
 DR3246                          STATION RECOVERY (2022)
 DR3246
 DR3246'RECOVERY NOTE BY MN DEPT OF TRANSP 2022 (KMS)
 DR3246'3.6 MI (5.8 KM) NORTH OF MANKATO, 1.95 MI (3.14 KM) NORTH ALONG TRUNK
 DR3246'HIGHWAY 22 FROM THE JUNCTION OF TRUNK HIGHWAY 14 AND TRUNK HIGHWAY 22
 DR3246'IN MANKATO, AT TRUNK HIGHWAY 22 MILE POINT 65.35, 68.2 FT (20.8 M)
 DR3246'WEST OF SOUTHBOUND TRUNK HIGHWAY 22, 29.0 FT (8.8 M) SOUTH OF GRAVEL
 DR3246'ENTRANCES (22976, 22971, 22963), 2.3 FT (0.7 M) EAST OF A WITNESS
 DR3246'POST.
 DR3246
 DR3246                          STATION RECOVERY (2024)
 DR3246
 DR3246'RECOVERY NOTE BY MN DEPT OF TRANSP 2024 (BXB)
 DR3246'THE MARK IS LOCATED ABOUT IN 3.6 MI (5.8 KM) NORTH OF MANKATO, 1.95 MI
 DR3246'(3.14 KM) NORTH ALONG TRUNK HIGHWAY 22 FROM THE JUNCTION OF TRUNK
 DR3246'HIGHWAY 14 AND TRUNK HIGHWAY 22 IN MANKATO, AT TRUNK HIGHWAY 22 MILE
 DR3246'POINT 65.35, 68.2 FT (20.8 M) WEST OF SOUTHBOUND TRUNK HIGHWAY 22,
 DR3246'29.0 FT (8.8 M) SOUTH OF GRAVEL ENTRANCES (22976, 22971, 22963), 2.3
 DR3246'FT (0.7 M) EAST OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DP6672 ***********************************************************************
 DP6672  DESIGNATION -  075
 DP6672  PID         -  DP6672
 DP6672  STATE/COUNTY-  MN/TRAVERSE
 DP6672  COUNTRY     -  US
 DP6672  USGS QUAD   -  CAMPBELL (2019)
 DP6672
 DP6672                         *CURRENT SURVEY CONTROL
 DP6672  ______________________________________________________________________
 DP6672* NAD 83(2011) POSITION- 46 01 17.20690(N) 096 25 52.44646(W)   ADJUSTED
 DP6672* NAD 83(2011) ELLIP HT-   276.267 (meters)        (03/11/15)   ADJUSTED
 DP6672* NAD 83(2011) EPOCH   -  2010.00
 DP6672* NAVD 88 ORTHO HEIGHT -   302.9   (meters)      994.    (feet) GPS OBS
 DP6672  ______________________________________________________________________
 DP6672  NAVD 88 orthometric height was determined with geoid model    GEOID12A
 DP6672  GEOID HEIGHT    -        -26.579 (meters)                     GEOID12A
 DP6672  GEOID HEIGHT    -        -26.590 (meters)                     GEOID18
 DP6672  NAD 83(2011) X  -   -496,968.608 (meters)                     COMP
 DP6672  NAD 83(2011) Y  - -4,408,876.126 (meters)                     COMP
 DP6672  NAD 83(2011) Z  -  4,567,101.945 (meters)                     COMP
 DP6672  LAPLACE CORR    -         -0.36  (seconds)                    DEFLEC18
 DP6672
 DP6672  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DP6672  Standards:
 DP6672         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DP6672            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DP6672  -------------------------------------------------------------------
 DP6672  NETWORK    0.59   0.74           0.26   0.22   0.38      0.06697278
 DP6672  -------------------------------------------------------------------
 DP6672  Click here for local accuracies and other accuracy information.
 DP6672
 DP6672.The horizontal coordinates were established by GPS observations
 DP6672.and adjusted by the MN DEPT OF TRANSP in March 2015.
 DP6672
 DP6672.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DP6672.been affixed to the stable North American tectonic plate. See 
 DP6672.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DP6672
 DP6672.The horizontal coordinates are valid at the epoch date displayed above
 DP6672.which is a decimal equivalence of Year/Month/Day.
 DP6672
 DP6672.The orthometric height was determined by GPS observations and a
 DP6672.high-resolution geoid model.
 DP6672
 DP6672.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP6672.GEOID18 height accuracy estimate available here.
 DP6672
 DP6672.Click photographs - Photos may exist for this station.
 DP6672
 DP6672.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DP6672
 DP6672.The Laplace correction was computed from DEFLEC18 derived deflections.
 DP6672
 DP6672.The ellipsoidal height was determined by GPS observations
 DP6672.and is referenced to NAD 83.
 DP6672
 DP6672. The following values were computed from the NAD 83(2011) position.
 DP6672
 DP6672;                    North         East     Units Scale Factor Converg.
 DP6672;SPC MN C     -   215,855.014   631,131.626   MT  0.99993691   -1 34 40.4
 DP6672;SPC MN C     -   708,184.33  2,070,637.68   sFT  0.99993691   -1 34 40.4
 DP6672;UTM  14      - 5,099,638.673   698,826.255   MT  1.00008600   +1 50 56.7
 DP6672
 DP6672!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DP6672!SPC MN C     -   0.99995669  x   0.99993691  =   0.99989360
 DP6672!UTM  14      -   0.99995669  x   1.00008600  =   1.00004269
 DP6672
 DP6672_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPR9882699638(NAD 83)
 DP6672
 DP6672                          SUPERSEDED SURVEY CONTROL
 DP6672
 DP6672.No superseded survey control is available for this station.
 DP6672
 DP6672_MARKER: DB = BENCH MARK DISK
 DP6672_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 DP6672+WITH SETTING: INFORMATION.
 DP6672_STAMPING: 075
 DP6672_MARK LOGO: BOISDE
 DP6672_PROJECTION: RECESSED 5 CENTIMETERS
 DP6672_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DP6672_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DP6672_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP6672+SATELLITE: SATELLITE OBSERVATIONS - June 21, 2021
 DP6672
 DP6672  HISTORY     - Date     Condition        Report By
 DP6672  HISTORY     - 20100401 MONUMENTED       BOISDE
 DP6672  HISTORY     - 20130625 GOOD             MNDT
 DP6672  HISTORY     - 20210621 GOOD             MNDT
 DP6672
 DP6672                          STATION DESCRIPTION
 DP6672
 DP6672'DESCRIBED BY MN DEPT OF TRANSP 2013 (BEN)
 DP6672'4.2 MILES WEST ALONG TRUNK HIGHWAY 55 FROM THE JUNCTION OF TRUNK
 DP6672'HIGHWAY 55 AND TRUNK HIGHWAY 9(2.0MILES WEST OF NASHUA) TO TRUNK
 DP6672'HIGHWAY 55 MILE POINT 6.7, THEN 1.25 MILES SOUTH ON 260TH AVENUE, 38.0
 DP6672'FEET WEST OF 260TH AVENUE, 64.0 FEET SOUTH OF MINIMUM MAINTENANCE ROAD
 DP6672'(520TH STREET), 6.0 FEET SOUTH OF POWER POLE, 1.0 FOOT EAST OF WITNESS
 DP6672'POST.  ROD DEPTH UNKNOWN.
 DP6672
 DP6672                          STATION RECOVERY (2021)
 DP6672
 DP6672'RECOVERY NOTE BY MN DEPT OF TRANSP 2021 (TJD)
 DP6672'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 PQ1284 ***********************************************************************
 PQ1284  DESIGNATION -  08 001
 PQ1284  PID         -  PQ1284
 PQ1284  STATE/COUNTY-  MN/BROWN
 PQ1284  COUNTRY     -  US
 PQ1284  USGS QUAD   -  SANBORN NE (2019)
 PQ1284
 PQ1284                         *CURRENT SURVEY CONTROL
 PQ1284  ______________________________________________________________________
 PQ1284* NAD 83(1986) POSITION- 44 12 31.     (N) 095 06 03.     (W)   SCALED
 PQ1284* NAVD 88 ORTHO HEIGHT -   317.065 (meters)     1040.24  (feet) ADJUSTED
 PQ1284  ______________________________________________________________________
 PQ1284  GEOID HEIGHT    -        -27.497 (meters)                     GEOID18
 PQ1284  DYNAMIC HEIGHT  -        317.013 (meters)     1040.07  (feet) COMP
 PQ1284  MODELED GRAVITY -    980,445.4   (mgal)                       NAVD 88
 PQ1284
 PQ1284  VERT ORDER      -  SECOND    CLASS I
 PQ1284
 PQ1284.The horizontal coordinates were scaled from a map and have
 PQ1284.an estimated accuracy of +/- 6 seconds.
 PQ1284
 PQ1284.The orthometric height was determined by differential leveling and
 PQ1284.adjusted by the NATIONAL GEODETIC SURVEY
 PQ1284.in June 1995.
 PQ1284
 PQ1284.Significant digits in the geoid height do not necessarily reflect accuracy.
 PQ1284.GEOID18 height accuracy estimate available here.
 PQ1284
 PQ1284.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUJ321971(NAD 83)
 PQ1284
 PQ1284                          SUPERSEDED SURVEY CONTROL
 PQ1284
 PQ1284.No superseded survey control is available for this station.
 PQ1284
 PQ1284_MARKER: DV = VERTICAL CONTROL DISK
 PQ1284_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 PQ1284_STAMPING: 08 001 1981
 PQ1284_MARK LOGO: MNHD
 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       MNHD
 PQ1284
 PQ1284                          STATION DESCRIPTION
 PQ1284
 PQ1284'DESCRIBED BY MN HIGHWAY DEPT 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 = MARCH 21, 2026 06:05:54 EDT
 DE7059 ***********************************************************************
 DE7059  DESIGNATION -  0801 A
 DE7059  PID         -  DE7059
 DE7059  STATE/COUNTY-  MN/BROWN
 DE7059  COUNTRY     -  US
 DE7059  USGS QUAD   -  LAKE HANSKA WEST (2019)
 DE7059
 DE7059                         *CURRENT SURVEY CONTROL
 DE7059  ______________________________________________________________________
 DE7059* NAD 83(2011) POSITION- 44 10 52.71615(N) 094 43 17.28625(W)   ADJUSTED
 DE7059* NAD 83(2011) ELLIP HT-   284.974 (meters)        (06/27/12)   ADJUSTED
 DE7059* NAD 83(2011) EPOCH   -  2010.00
 DE7059* NAVD 88 ORTHO HEIGHT -   312.898 (meters)     1026.57  (feet) ADJUSTED
 DE7059  ______________________________________________________________________
 DE7059  GEOID HEIGHT    -        -27.920 (meters)                     GEOID18
 DE7059  NAD 83(2011) X  -   -377,125.571 (meters)                     COMP
 DE7059  NAD 83(2011) Y  - -4,566,115.820 (meters)                     COMP
 DE7059  NAD 83(2011) Z  -  4,422,759.934 (meters)                     COMP
 DE7059  LAPLACE CORR    -         -2.01  (seconds)                    DEFLEC18
 DE7059  DYNAMIC HEIGHT  -        312.843 (meters)     1026.39  (feet) COMP
 DE7059  MODELED GRAVITY -    980,435.8   (mgal)                       NAVD 88
 DE7059
 DE7059  VERT ORDER      -  SECOND    CLASS I
 DE7059
 DE7059  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DE7059  Standards:
 DE7059         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DE7059            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DE7059  -------------------------------------------------------------------
 DE7059  NETWORK    0.37   0.63           0.17   0.13   0.32     -0.01887618
 DE7059  -------------------------------------------------------------------
 DE7059  Click here for local accuracies and other accuracy information.
 DE7059
 DE7059.The horizontal coordinates were established by GPS observations
 DE7059.and adjusted by the National Geodetic Survey in June 2012.
 DE7059
 DE7059.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DE7059.been affixed to the stable North American tectonic plate. See 
 DE7059.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DE7059
 DE7059.The horizontal coordinates are valid at the epoch date displayed above
 DE7059.which is a decimal equivalence of Year/Month/Day.
 DE7059
 DE7059.The orthometric height was determined by differential leveling and
 DE7059.adjusted by the NATIONAL GEODETIC SURVEY
 DE7059.in May 2019.
 DE7059
 DE7059.Significant digits in the geoid height do not necessarily reflect accuracy.
 DE7059.GEOID18 height accuracy estimate available here.
 DE7059
 DE7059.Click photographs - Photos may exist for this station.
 DE7059
 DE7059.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DE7059
 DE7059.The Laplace correction was computed from DEFLEC18 derived deflections.
 DE7059
 DE7059.The ellipsoidal height was determined by GPS observations
 DE7059.and is referenced to NAD 83.
 DE7059
 DE7059.The dynamic height is computed by dividing the NAVD 88
 DE7059.geopotential number by the normal gravity value computed on the
 DE7059.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE7059.degrees latitude (g = 980.6199 gals.).
 DE7059
 DE7059.The modeled gravity was interpolated from observed gravity values.
 DE7059
 DE7059. The following values were computed from the NAD 83(2011) position.
 DE7059
 DE7059;                    North         East     Units Scale Factor Converg.
 DE7059;SPC MN S     -   231,511.633   742,314.625   MT  0.99993757   -0 30 20.5
 DE7059;SPC MN S     -   759,551.08  2,435,410.57   sFT  0.99993757   -0 30 20.5
 DE7059;UTM  15      - 4,893,451.694   362,403.169   MT  0.99983285   -1 11 59.8
 DE7059
 DE7059!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE7059!SPC MN S     -   0.99995532  x   0.99993757  =   0.99989289
 DE7059!UTM  15      -   0.99995532  x   0.99983285  =   0.99978818
 DE7059
 DE7059_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUJ6240393451(NAD 83)
 DE7059
 DE7059                          SUPERSEDED SURVEY CONTROL
 DE7059
 DE7059  NAD 83(2007)-  44 10 52.71628(N)    094 43 17.28713(W) AD(2002.00) 0
 DE7059  ELLIP H (02/10/07)  284.997  (m)                       GP(2002.00)    
 DE7059  NAD 83(1996)-  44 10 52.71576(N)    094 43 17.28660(W) AD(       ) 1
 DE7059  ELLIP H (09/05/02)  285.039  (m)                       GP(       ) 4 1
 DE7059  NAVD 88 (09/05/02)  312.9    (m)  GEOID99  model used  GPS OBS        
 DE7059
 DE7059.Superseded values are not recommended for survey control.
 DE7059
 DE7059.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE7059.See file dsdata.pdf to determine how the superseded data were derived.
 DE7059
 DE7059_MARKER: DB = BENCH MARK DISK
 DE7059_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 DE7059_STAMPING: 0801 A 1999
 DE7059_MARK LOGO: MNHD
 DE7059_PROJECTION: PROJECTING 5 CENTIMETERS
 DE7059_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DE7059_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DE7059_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE7059+SATELLITE: SATELLITE OBSERVATIONS - April 09, 2024
 DE7059
 DE7059  HISTORY     - Date     Condition        Report By
 DE7059  HISTORY     - 19991117 MONUMENTED       MNHD
 DE7059  HISTORY     - 20150506 GOOD             MNDT
 DE7059  HISTORY     - 20150722 GOOD             MNDT
 DE7059  HISTORY     - 20240409 GOOD             MNDT
 DE7059
 DE7059                          STATION DESCRIPTION
 DE7059
 DE7059'DESCRIBED BY MN HIGHWAY DEPT 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.
 DE7059
 DE7059                          STATION RECOVERY (2015)
 DE7059
 DE7059'RECOVERY NOTE BY MN DEPT OF TRANSP 2015 (MAS)
 DE7059'RECOVERED AS DESCRIBED.
 DE7059
 DE7059                          STATION RECOVERY (2015)
 DE7059
 DE7059'RECOVERY NOTE BY MN DEPT OF TRANSP 2015 (TXS)
 DE7059'8.0 MILES SOUTH OF SLEEPY EYE, 8.0 MILES SOUTH ALONG TRUNK HIGHWAY 4
 DE7059'FROM JUNCTION OF TRUNK HIGHWAY 4 AND TRUNK HIGHWAY 14 IN SLEEPY EYE,
 DE7059'AT TRUNK HIGHWAY 4 MILEPOINT 54.95, 74 FEET WEST OF TRUNK HIGHWAY 4,
 DE7059'27 FEET SOUTH OF FIELD ENTRANCE, 11.1 FEET NORTH OF RIGHT-OF-WAY POST,
 DE7059'0.5 FOOT EAST OF WITNESS POST.
 DE7059
 DE7059                          STATION RECOVERY (2024)
 DE7059
 DE7059'RECOVERY NOTE BY MN DEPT OF TRANSP 2024 (KMS)
 DE7059'8.0 MI (12.9 KM) SOUTH OF SLEEPY EYE, 8.0 MI (12.9 KM) SOUTH ALONG
 DE7059'TRUNK HIGHWAY 4 FROM THE JUNCTION OF TRUNK HIGHWAY 4 AND TRUNK HIGHWAY
 DE7059'14 IN SLEEPY EYE, AT TRUNK HIGHWAY 4 MILE POINT 54.95, 74.0 FT (22.6
 DE7059'M) WEST OF TRUNK HIGHWAY 4, 27.0 FT (8.2 M) SOUTH OF A FIELD ENTRANCE,
 DE7059'11.1 FT (3.4 M) NORTH OF A RIGHT-OF-WAY POST, 0.5 FT (15 CM) EAST OF A
 DE7059'WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DN6916 ***********************************************************************
 DN6916  DESIGNATION -  0801 B
 DN6916  PID         -  DN6916
 DN6916  STATE/COUNTY-  MN/BROWN
 DN6916  COUNTRY     -  US
 DN6916  USGS QUAD   -  SLEEPY EYE (2019)
 DN6916
 DN6916                         *CURRENT SURVEY CONTROL
 DN6916  ______________________________________________________________________
 DN6916* NAD 83(2011) POSITION- 44 16 54.51736(N) 094 43 31.46075(W)   ADJUSTED
 DN6916* NAD 83(2011) ELLIP HT-   277.054 (meters)        (08/27/15)   ADJUSTED
 DN6916* NAD 83(2011) EPOCH   -  2010.00
 DN6916* NAVD 88 ORTHO HEIGHT -   305.016 (meters)     1000.71  (feet) ADJUSTED
 DN6916  ______________________________________________________________________
 DN6916  GEOID HEIGHT    -        -27.953 (meters)                     GEOID18
 DN6916  NAD 83(2011) X  -   -376,797.127 (meters)                     COMP
 DN6916  NAD 83(2011) Y  - -4,558,320.533 (meters)                     COMP
 DN6916  NAD 83(2011) Z  -  4,430,756.408 (meters)                     COMP
 DN6916  LAPLACE CORR    -         -1.92  (seconds)                    DEFLEC18
 DN6916  DYNAMIC HEIGHT  -        304.966 (meters)     1000.54  (feet) COMP
 DN6916  MODELED GRAVITY -    980,445.0   (mgal)                       NAVD 88
 DN6916
 DN6916  VERT ORDER      -  SECOND    CLASS I
 DN6916
 DN6916  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DN6916  Standards:
 DN6916         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DN6916            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DN6916  -------------------------------------------------------------------
 DN6916  NETWORK    0.41   0.80           0.18   0.15   0.41      0.02600556
 DN6916  -------------------------------------------------------------------
 DN6916  Click here for local accuracies and other accuracy information.
 DN6916
 DN6916.The horizontal coordinates were established by GPS observations
 DN6916.and adjusted by the MN DEPT OF TRANSP in August 2015.
 DN6916
 DN6916.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DN6916.been affixed to the stable North American tectonic plate. See 
 DN6916.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DN6916
 DN6916.The horizontal coordinates are valid at the epoch date displayed above
 DN6916.which is a decimal equivalence of Year/Month/Day.
 DN6916
 DN6916.The orthometric height was determined by differential leveling and
 DN6916.adjusted by the NATIONAL GEODETIC SURVEY
 DN6916.in May 2013.
 DN6916
 DN6916.No vertical observational check was made to the station.
 DN6916
 DN6916.Significant digits in the geoid height do not necessarily reflect accuracy.
 DN6916.GEOID18 height accuracy estimate available here.
 DN6916
 DN6916.Click photographs - Photos may exist for this station.
 DN6916
 DN6916.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DN6916
 DN6916.The Laplace correction was computed from DEFLEC18 derived deflections.
 DN6916
 DN6916.The ellipsoidal height was determined by GPS observations
 DN6916.and is referenced to NAD 83.
 DN6916
 DN6916.The dynamic height is computed by dividing the NAVD 88
 DN6916.geopotential number by the normal gravity value computed on the
 DN6916.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN6916.degrees latitude (g = 980.6199 gals.).
 DN6916
 DN6916.The modeled gravity was interpolated from observed gravity values.
 DN6916
 DN6916. The following values were computed from the NAD 83(2011) position.
 DN6916
 DN6916;                    North         East     Units Scale Factor Converg.
 DN6916;SPC MN S     -   242,680.505   742,098.913   MT  0.99992935   -0 30 30.4
 DN6916;SPC MN S     -   796,194.29  2,434,702.85   sFT  0.99992935   -0 30 30.4
 DN6916;UTM  15      - 4,904,621.242   362,323.017   MT  0.99983312   -1 12 17.4
 DN6916
 DN6916!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DN6916!SPC MN S     -   0.99995656  x   0.99992935  =   0.99988591
 DN6916!UTM  15      -   0.99995656  x   0.99983312  =   0.99978969
 DN6916
 DN6916_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUK6232304621(NAD 83)
 DN6916
 DN6916                          SUPERSEDED SURVEY CONTROL
 DN6916
 DN6916.No superseded survey control is available for this station.
 DN6916
 DN6916_MARKER: I = METAL ROD
 DN6916_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DN6916_STAMPING: 0801 B 2009
 DN6916_MARK LOGO: MNDT
 DN6916_PROJECTION: RECESSED 8 CENTIMETERS
 DN6916_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DN6916_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DN6916_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DN6916+SATELLITE: SATELLITE OBSERVATIONS - April 09, 2024
 DN6916_ROD/PIPE-DEPTH: 6.1 meters
 DN6916
 DN6916  HISTORY     - Date     Condition        Report By
 DN6916  HISTORY     - 20090716 MONUMENTED       MNDT
 DN6916  HISTORY     - 20150506 GOOD             MNDT
 DN6916  HISTORY     - 20150723 GOOD             MNDT
 DN6916  HISTORY     - 20200211 GOOD             MNDT
 DN6916  HISTORY     - 20240409 GOOD             MNDT
 DN6916
 DN6916                          STATION DESCRIPTION
 DN6916
 DN6916'DESCRIBED BY MN DEPT OF TRANSP 2009
 DN6916'THE MARK IS IN SLEEPY EYE.
 DN6916'
 DN6916'TO REACH THE MARK GO 1.05 MI (1.7 KM) SOUTH ALONG TRUNK HIGHWAY 4 FROM
 DN6916'THE JUNCTION OF TRUNK HIGHWAY 4 AND TRUNK HIGHWAY 68 IN SLEEPY EYE, AT
 DN6916'TRUNK HIGHWAY 4 MILE POINT 61.95.
 DN6916'
 DN6916'IT IS 50 FT (15.2 M) EAST OF TRUNK HIGHWAY 4, 10 FT (3.0 M) SOUTH OF
 DN6916'POWER POLE WITH GUY WIRE, 3.2 FT (1.0 M) SOUTHEAST OF A WITNESS POST.
 DN6916'
 DN6916'NOTE - THE STATION MARK CONSISTS OF A 3/4 INCH (19 MM) DIAMETER
 DN6916'ALUMINUM ROD DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL MARK
 DN6916'REMOVABLE DISK SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY
 DN6916'A SIX-INCH PVC PIPE BACKFILLED WITH WASHED SAND.
 DN6916
 DN6916                          STATION RECOVERY (2015)
 DN6916
 DN6916'RECOVERY NOTE BY MN DEPT OF TRANSP 2015 (MAS)
 DN6916'RECOVERED AS DESCRIBED.
 DN6916'
 DN6916'NOTE - THE STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM
 DN6916'ROD DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION REMOVABLE
 DN6916'DISK SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH
 DN6916'PVC PIPE BACK FILLED WITH WASHED SAND.
 DN6916
 DN6916                          STATION RECOVERY (2015)
 DN6916
 DN6916'RECOVERY NOTE BY MN DEPT OF TRANSP 2015 (DXS)
 DN6916'IN SLEEPY EYE, 1.05 MILES SOUTH ALONG TRUNK HIGHWAY 4 FROM THE
 DN6916'JUNCTION OF TRUNK HIGHWAY 4 AND TRUNK HIGHWAY 68 IN SLEEPY EYE, AT
 DN6916'TRUNK HIGHWAY 4 MILEPOINT 61.95, 50 FEET EAST OF TRUNK HIGHWAY 4, 4.8
 DN6916'FEET SOUTH-SOUTHEAST OF POWER POLE WITH GUY WIRE, 3.2 FEET SOUTHEAST
 DN6916'OF WITNESS POST.
 DN6916
 DN6916                          STATION RECOVERY (2020)
 DN6916
 DN6916'RECOVERY NOTE BY MN DEPT OF TRANSP 2020 (SXL)
 DN6916'RECOVERED AS DESCRIBED.
 DN6916
 DN6916                          STATION RECOVERY (2024)
 DN6916
 DN6916'RECOVERY NOTE BY MN DEPT OF TRANSP 2024 (KMS)
 DN6916'IN SLEEPY EYE, 1.05 MI (1.69 KM) SOUTH ALONG TRUNK HIGHWAY 4 FROM THE
 DN6916'JUNCTION OF TRUNK HIGHWAY 4 AND TRUNK HIGHWAY 68 IN SLEEPY EYE, AT
 DN6916'TRUNK HIGHWAY 4 MILE POINT 61.95, 50.0 FT (15.2 M) EAST OF TRUNK
 DN6916'HIGHWAY 4, 4.8 FT (1.5 M) SOUTH-SOUTHEAST OF A POWER POLE WITH A GUY
 DN6916'WIRE, 3.2 FT (1.0 M) SOUTHEAST OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DP9772 ***********************************************************************
 DP9772  DESIGNATION -  0801 C
 DP9772  PID         -  DP9772
 DP9772  STATE/COUNTY-  MN/BROWN
 DP9772  COUNTRY     -  US
 DP9772  USGS QUAD   -  GODAHL (2019)
 DP9772
 DP9772                         *CURRENT SURVEY CONTROL
 DP9772  ______________________________________________________________________
 DP9772* NAD 83(2011) POSITION- 44 07 23.82511(N) 094 43 13.11837(W)   ADJUSTED
 DP9772* NAD 83(2011) ELLIP HT-   293.096 (meters)        (08/27/15)   ADJUSTED
 DP9772* NAD 83(2011) EPOCH   -  2010.00
 DP9772* NAVD 88 ORTHO HEIGHT -   320.991 (meters)     1053.12  (feet) ADJUSTED
 DP9772  ______________________________________________________________________
 DP9772  GEOID HEIGHT    -        -27.883 (meters)                     GEOID18
 DP9772  NAD 83(2011) X  -   -377,403.384 (meters)                     COMP
 DP9772  NAD 83(2011) Y  - -4,570,605.335 (meters)                     COMP
 DP9772  NAD 83(2011) Z  -  4,418,139.365 (meters)                     COMP
 DP9772  LAPLACE CORR    -         -2.15  (seconds)                    DEFLEC18
 DP9772  DYNAMIC HEIGHT  -        320.934 (meters)     1052.93  (feet) COMP
 DP9772  MODELED GRAVITY -    980,431.2   (mgal)                       NAVD 88
 DP9772
 DP9772  VERT ORDER      -  SECOND    CLASS I
 DP9772
 DP9772  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DP9772  Standards:
 DP9772         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DP9772            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DP9772  -------------------------------------------------------------------
 DP9772  NETWORK    0.45   1.14           0.20   0.16   0.58      0.02890879
 DP9772  -------------------------------------------------------------------
 DP9772  Click here for local accuracies and other accuracy information.
 DP9772
 DP9772.The horizontal coordinates were established by GPS observations
 DP9772.and adjusted by the MN DEPT OF TRANSP in August 2015.
 DP9772
 DP9772.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DP9772.been affixed to the stable North American tectonic plate. See 
 DP9772.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DP9772
 DP9772.The horizontal coordinates are valid at the epoch date displayed above
 DP9772.which is a decimal equivalence of Year/Month/Day.
 DP9772
 DP9772.The orthometric height was determined by differential leveling and
 DP9772.adjusted by the NATIONAL GEODETIC SURVEY
 DP9772.in May 2019.
 DP9772
 DP9772.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP9772.GEOID18 height accuracy estimate available here.
 DP9772
 DP9772.Click photographs - Photos may exist for this station.
 DP9772
 DP9772.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DP9772
 DP9772.The Laplace correction was computed from DEFLEC18 derived deflections.
 DP9772
 DP9772.The ellipsoidal height was determined by GPS observations
 DP9772.and is referenced to NAD 83.
 DP9772
 DP9772.The dynamic height is computed by dividing the NAVD 88
 DP9772.geopotential number by the normal gravity value computed on the
 DP9772.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP9772.degrees latitude (g = 980.6199 gals.).
 DP9772
 DP9772.The modeled gravity was interpolated from observed gravity values.
 DP9772
 DP9772. The following values were computed from the NAD 83(2011) position.
 DP9772
 DP9772;                    North         East     Units Scale Factor Converg.
 DP9772;SPC MN S     -   225,063.957   742,350.380   MT  0.99994370   -0 30 17.6
 DP9772;SPC MN S     -   738,397.33  2,435,527.87   sFT  0.99994370   -0 30 17.6
 DP9772;UTM  15      - 4,887,004.752   362,360.874   MT  0.99983300   -1 11 52.4
 DP9772
 DP9772!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DP9772!SPC MN S     -   0.99995404  x   0.99994370  =   0.99989775
 DP9772!UTM  15      -   0.99995404  x   0.99983300  =   0.99978705
 DP9772
 DP9772_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUJ6236087004(NAD 83)
 DP9772
 DP9772                          SUPERSEDED SURVEY CONTROL
 DP9772
 DP9772.No superseded survey control is available for this station.
 DP9772
 DP9772_MARKER: I = METAL ROD
 DP9772_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DP9772_STAMPING: 0801 C 2015
 DP9772_MARK LOGO: MNDT
 DP9772_PROJECTION: RECESSED 5 CENTIMETERS
 DP9772_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DP9772_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DP9772_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP9772+SATELLITE: SATELLITE OBSERVATIONS - April 09, 2024
 DP9772_ROD/PIPE-DEPTH: 4.3 meters
 DP9772
 DP9772  HISTORY     - Date     Condition        Report By
 DP9772  HISTORY     - 20150615 MONUMENTED       MNDT
 DP9772  HISTORY     - 20230831 GOOD             MNDT
 DP9772  HISTORY     - 20240409 GOOD             MNDT
 DP9772
 DP9772                          STATION DESCRIPTION
 DP9772
 DP9772'DESCRIBED BY MN DEPT OF TRANSP 2015
 DP9772'4.75 MILES WEST-NORTHWEST OF GODAHL, 4.90 MILES WEST AND NORTH ALONG
 DP9772'TRUNK HIGHWAY 4 FROM THE JUNCTION OF TRUNK HIGHWAY 4 AND COUNTY ROAD 6
 DP9772'IN GODAHL, AT TRUNK HIGHWAY 4 MILEPOINT 50.95, 64.5 FEET WEST OF TRUNK
 DP9772'HIGHWAY, 68.5 FEET SOUTH OF COUNTY ROAD 18, 1.5 FEET EAST OF WITNESS
 DP9772'POST.
 DP9772
 DP9772                          STATION RECOVERY (2023)
 DP9772
 DP9772'RECOVERY NOTE BY MN DEPT OF TRANSP 2023 (KMS)
 DP9772'4.75 MI (7.64 KM) WEST-NORTHWEST OF GODAHL, 4.9 MI (7.9 KM) WEST AND
 DP9772'NORTH ALONG TRUNK HIGHWAY 4 FROM THE JUNCTION OF TRUNK HIGHWAY 4 AND
 DP9772'COUNTY ROAD 6 IN GODAHL, AT TRUNK HIGHWAY 4 MILE POINT 50.95, 64.5 FT
 DP9772'(19.7 M) WEST OF TRUNK HIGHWAY 4, 68.5 FT (20.9 M) SOUTH OF COUNTY
 DP9772'ROAD 18, 1.5 FT (0.5 M) EAST OF A WITNESS POST.
 DP9772
 DP9772                          STATION RECOVERY (2024)
 DP9772
 DP9772'RECOVERY NOTE BY MN DEPT OF TRANSP 2024 (KMS)
 DP9772'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DP9773 ***********************************************************************
 DP9773  DESIGNATION -  0801 D
 DP9773  PID         -  DP9773
 DP9773  STATE/COUNTY-  MN/BROWN
 DP9773  COUNTRY     -  US
 DP9773  USGS QUAD   -  LAKE HANSKA WEST (2019)
 DP9773
 DP9773                         *CURRENT SURVEY CONTROL
 DP9773  ______________________________________________________________________
 DP9773* NAD 83(2011) POSITION- 44 09 08.49428(N) 094 43 14.46295(W)   ADJUSTED
 DP9773* NAD 83(2011) ELLIP HT-   287.363 (meters)        (08/27/15)   ADJUSTED
 DP9773* NAD 83(2011) EPOCH   -  2010.00
 DP9773* NAVD 88 ORTHO HEIGHT -   315.279 (meters)     1034.38  (feet) ADJUSTED
 DP9773  ______________________________________________________________________
 DP9773  GEOID HEIGHT    -        -27.902 (meters)                     GEOID18
 DP9773  NAD 83(2011) X  -   -377,247.679 (meters)                     COMP
 DP9773  NAD 83(2011) Y  - -4,568,356.528 (meters)                     COMP
 DP9773  NAD 83(2011) Z  -  4,420,454.002 (meters)                     COMP
 DP9773  LAPLACE CORR    -         -2.09  (seconds)                    DEFLEC18
 DP9773  DYNAMIC HEIGHT  -        315.224 (meters)     1034.20  (feet) COMP
 DP9773  MODELED GRAVITY -    980,433.5   (mgal)                       NAVD 88
 DP9773
 DP9773  VERT ORDER      -  SECOND    CLASS I
 DP9773
 DP9773  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DP9773  Standards:
 DP9773         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DP9773            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DP9773  -------------------------------------------------------------------
 DP9773  NETWORK    0.46   1.14           0.21   0.16   0.58      0.01255904
 DP9773  -------------------------------------------------------------------
 DP9773  Click here for local accuracies and other accuracy information.
 DP9773
 DP9773.The horizontal coordinates were established by GPS observations
 DP9773.and adjusted by the MN DEPT OF TRANSP in August 2015.
 DP9773
 DP9773.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DP9773.been affixed to the stable North American tectonic plate. See 
 DP9773.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DP9773
 DP9773.The horizontal coordinates are valid at the epoch date displayed above
 DP9773.which is a decimal equivalence of Year/Month/Day.
 DP9773
 DP9773.The orthometric height was determined by differential leveling and
 DP9773.adjusted by the NATIONAL GEODETIC SURVEY
 DP9773.in May 2019.
 DP9773
 DP9773.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP9773.GEOID18 height accuracy estimate available here.
 DP9773
 DP9773.Click photographs - Photos may exist for this station.
 DP9773
 DP9773.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DP9773
 DP9773.The Laplace correction was computed from DEFLEC18 derived deflections.
 DP9773
 DP9773.The ellipsoidal height was determined by GPS observations
 DP9773.and is referenced to NAD 83.
 DP9773
 DP9773.The dynamic height is computed by dividing the NAVD 88
 DP9773.geopotential number by the normal gravity value computed on the
 DP9773.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP9773.degrees latitude (g = 980.6199 gals.).
 DP9773
 DP9773.The modeled gravity was interpolated from observed gravity values.
 DP9773
 DP9773. The following values were computed from the NAD 83(2011) position.
 DP9773
 DP9773;                    North         East     Units Scale Factor Converg.
 DP9773;SPC MN S     -   228,294.549   742,348.970   MT  0.99994050   -0 30 18.5
 DP9773;SPC MN S     -   748,996.37  2,435,523.25   sFT  0.99994050   -0 30 18.5
 DP9773;UTM  15      - 4,890,234.772   362,398.549   MT  0.99983287   -1 11 55.5
 DP9773
 DP9773!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DP9773!SPC MN S     -   0.99995494  x   0.99994050  =   0.99989545
 DP9773!UTM  15      -   0.99995494  x   0.99983287  =   0.99978782
 DP9773
 DP9773_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUJ6239890234(NAD 83)
 DP9773
 DP9773                          SUPERSEDED SURVEY CONTROL
 DP9773
 DP9773.No superseded survey control is available for this station.
 DP9773
 DP9773_MARKER: I = METAL ROD
 DP9773_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DP9773_STAMPING: 0801 D 2015
 DP9773_MARK LOGO: MNDT
 DP9773_PROJECTION: RECESSED 5 CENTIMETERS
 DP9773_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DP9773_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DP9773_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP9773+SATELLITE: SATELLITE OBSERVATIONS - April 09, 2024
 DP9773_ROD/PIPE-DEPTH: 7.3 meters
 DP9773
 DP9773  HISTORY     - Date     Condition        Report By
 DP9773  HISTORY     - 20150615 MONUMENTED       MNDT
 DP9773  HISTORY     - 20230831 GOOD             MNDT
 DP9773  HISTORY     - 20240409 GOOD             MNDT
 DP9773
 DP9773                          STATION DESCRIPTION
 DP9773
 DP9773'DESCRIBED BY MN DEPT OF TRANSP 2015
 DP9773'5.1 MILES NORTHWEST OF GODAHL, 6.90 MILES WEST AND NORTH ALONG TRUNK
 DP9773'HIGHWAY 4 FROM THE JUNCTION OF TRUNK HIGHWAY 4 AND COUNTY ROAD 6 IN
 DP9773'GODAHL, AT TRUNK HIGHWAY 4 MILEPOINT 52.95, 66.5 FEET WEST OF TRUNK
 DP9773'HIGHWAY, 34.9 FEET SOUTH OF DRIVEWAY NUMBER 13018 EXTENDED, 11.0 FEET
 DP9773'EAST OF WITNESS POST.
 DP9773
 DP9773                          STATION RECOVERY (2023)
 DP9773
 DP9773'RECOVERY NOTE BY MN DEPT OF TRANSP 2023 (KMS)
 DP9773'5.1 MI (8.2 KM) NORTHWEST OF GODAHL, 6.9 MI (11.1 KM) WEST AND NORTH
 DP9773'ALONG TRUNK HIGHWAY 4 FROM THE JUNCTION OF TRUNK HIGHWAY 4 AND COUNTY
 DP9773'ROAD 6 IN GODAHL, AT TRUNK HIGHWAY 4 MILE POINT 52.95, 66.5 FT (20.3
 DP9773'M) WEST OF TRUNK HIGHWAY 4, 34.9 FT (10.6 M) SOUTH OF DRIVEWAY NUMBER
 DP9773'13018 EXTENDED, 11.0 FT (3.4 M) EAST OF A WITNESS POST.
 DP9773
 DP9773                          STATION RECOVERY (2024)
 DP9773
 DP9773'RECOVERY NOTE BY MN DEPT OF TRANSP 2024 (KMS)
 DP9773'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DP9774 ***********************************************************************
 DP9774  DESIGNATION -  0801 E
 DP9774  PID         -  DP9774
 DP9774  STATE/COUNTY-  MN/BROWN
 DP9774  COUNTRY     -  US
 DP9774  USGS QUAD   -  LAKE HANSKA WEST (2019)
 DP9774
 DP9774                         *CURRENT SURVEY CONTROL
 DP9774  ______________________________________________________________________
 DP9774* NAD 83(2011) POSITION- 44 09 59.89734(N) 094 43 13.62480(W)   ADJUSTED
 DP9774* NAD 83(2011) ELLIP HT-   287.547 (meters)        (08/27/15)   ADJUSTED
 DP9774* NAD 83(2011) EPOCH   -  2010.00
 DP9774* NAVD 88 ORTHO HEIGHT -   315.468 (meters)     1035.00  (feet) ADJUSTED
 DP9774  ______________________________________________________________________
 DP9774  GEOID HEIGHT    -        -27.912 (meters)                     GEOID18
 DP9774  NAD 83(2011) X  -   -377,138.163 (meters)                     COMP
 DP9774  NAD 83(2011) Y  - -4,567,256.592 (meters)                     COMP
 DP9774  NAD 83(2011) Z  -  4,421,592.396 (meters)                     COMP
 DP9774  LAPLACE CORR    -         -2.10  (seconds)                    DEFLEC18
 DP9774  DYNAMIC HEIGHT  -        315.413 (meters)     1034.82  (feet) COMP
 DP9774  MODELED GRAVITY -    980,434.7   (mgal)                       NAVD 88
 DP9774
 DP9774  VERT ORDER      -  SECOND    CLASS I
 DP9774
 DP9774  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DP9774  Standards:
 DP9774         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DP9774            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DP9774  -------------------------------------------------------------------
 DP9774  NETWORK    0.45   1.14           0.20   0.16   0.58      0.01376621
 DP9774  -------------------------------------------------------------------
 DP9774  Click here for local accuracies and other accuracy information.
 DP9774
 DP9774.The horizontal coordinates were established by GPS observations
 DP9774.and adjusted by the MN DEPT OF TRANSP in August 2015.
 DP9774
 DP9774.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DP9774.been affixed to the stable North American tectonic plate. See 
 DP9774.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DP9774
 DP9774.The horizontal coordinates are valid at the epoch date displayed above
 DP9774.which is a decimal equivalence of Year/Month/Day.
 DP9774
 DP9774.The orthometric height was determined by differential leveling and
 DP9774.adjusted by the NATIONAL GEODETIC SURVEY
 DP9774.in May 2019.
 DP9774
 DP9774.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP9774.GEOID18 height accuracy estimate available here.
 DP9774
 DP9774.Click photographs - Photos may exist for this station.
 DP9774
 DP9774.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DP9774
 DP9774.The Laplace correction was computed from DEFLEC18 derived deflections.
 DP9774
 DP9774.The ellipsoidal height was determined by GPS observations
 DP9774.and is referenced to NAD 83.
 DP9774
 DP9774.The dynamic height is computed by dividing the NAVD 88
 DP9774.geopotential number by the normal gravity value computed on the
 DP9774.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP9774.degrees latitude (g = 980.6199 gals.).
 DP9774
 DP9774.The modeled gravity was interpolated from observed gravity values.
 DP9774
 DP9774. The following values were computed from the NAD 83(2011) position.
 DP9774
 DP9774;                    North         East     Units Scale Factor Converg.
 DP9774;SPC MN S     -   229,880.803   742,381.576   MT  0.99993902   -0 30 17.9
 DP9774;SPC MN S     -   754,200.60  2,435,630.22   sFT  0.99993902   -0 30 17.9
 DP9774;UTM  15      - 4,891,820.345   362,450.355   MT  0.99983269   -1 11 56.1
 DP9774
 DP9774!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DP9774!SPC MN S     -   0.99995491  x   0.99993902  =   0.99989394
 DP9774!UTM  15      -   0.99995491  x   0.99983269  =   0.99978761
 DP9774
 DP9774_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUJ6245091820(NAD 83)
 DP9774
 DP9774                          SUPERSEDED SURVEY CONTROL
 DP9774
 DP9774.No superseded survey control is available for this station.
 DP9774
 DP9774_MARKER: I = METAL ROD
 DP9774_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DP9774_STAMPING: 0801 E 2015
 DP9774_MARK LOGO: MNDT
 DP9774_PROJECTION: RECESSED 5 CENTIMETERS
 DP9774_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DP9774_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DP9774_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP9774+SATELLITE: SATELLITE OBSERVATIONS - April 09, 2024
 DP9774_ROD/PIPE-DEPTH: 5.8 meters
 DP9774
 DP9774  HISTORY     - Date     Condition        Report By
 DP9774  HISTORY     - 20150615 MONUMENTED       MNDT
 DP9774  HISTORY     - 20240409 GOOD             MNDT
 DP9774
 DP9774                          STATION DESCRIPTION
 DP9774
 DP9774'DESCRIBED BY MN DEPT OF TRANSP 2015
 DP9774'5.5 MILES NORTHWEST OF GODAHL, 7.95 MILES WEST AND NORTH ALONG TRUNK
 DP9774'HIGHWAY 4 FROM THE JUNCTION OF TRUNK HIGHWAY 4 AND COUNTY ROAD 6 IN
 DP9774'GODAHL, AT TRUNK HIGHWAY 4 MILEPOINT 53.95, 72.1 FEET  EAST OF TRUNK
 DP9774'HIGHWAY 4, 131.6 FEET SOUTH OF COUNTY ROAD 20, 2.7 FEET WEST OF RIGHT
 DP9774'OF WAY POST, 1.5 FEET WEST OF WITNESS POST.
 DP9774
 DP9774                          STATION RECOVERY (2024)
 DP9774
 DP9774'RECOVERY NOTE BY MN DEPT OF TRANSP 2024 (KMS)
 DP9774'5.5 MI (8.8 KM) NORTHWEST OF GODAHL, 7.95 MI (12.79 KM) WEST AND NORTH
 DP9774'ALONG TRUNK HIGHWAY 4 FROM THE JUNCTION OF TRUNK HIGHWAY 4 AND COUNTY
 DP9774'ROAD 6 IN GODAHL, AT TRUNK HIGHWAY 4 MILE POINT 53.95, 72.1 FT (22.0
 DP9774'M) EAST OF TRUNK HIGHWAY 4, 131.6 FT (40.1 M) SOUTH OF COUNTY ROAD 20,
 DP9774'2.7 FT (0.8 M) WEST OF A RIGHT-OF-WAY POST, 1.5 FT (0.5 M) WEST OF A
 DP9774'WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DP9775 ***********************************************************************
 DP9775  DESIGNATION -  0801 F
 DP9775  PID         -  DP9775
 DP9775  STATE/COUNTY-  MN/BROWN
 DP9775  COUNTRY     -  US
 DP9775  USGS QUAD   -  LAKE HANSKA WEST (2019)
 DP9775
 DP9775                         *CURRENT SURVEY CONTROL
 DP9775  ______________________________________________________________________
 DP9775* NAD 83(2011) POSITION- 44 11 35.02791(N) 094 43 27.87227(W)   ADJUSTED
 DP9775* NAD 83(2011) ELLIP HT-   280.276 (meters)        (08/27/15)   ADJUSTED
 DP9775* NAD 83(2011) EPOCH   -  2010.00
 DP9775* NAVD 88 ORTHO HEIGHT -   308.211 (meters)     1011.19  (feet) ADJUSTED
 DP9775  ______________________________________________________________________
 DP9775  GEOID HEIGHT    -        -27.925 (meters)                     GEOID18
 DP9775  NAD 83(2011) X  -   -377,284.661 (meters)                     COMP
 DP9775  NAD 83(2011) Y  - -4,565,185.884 (meters)                     COMP
 DP9775  NAD 83(2011) Z  -  4,423,693.172 (meters)                     COMP
 DP9775  LAPLACE CORR    -         -2.06  (seconds)                    DEFLEC18
 DP9775  DYNAMIC HEIGHT  -        308.157 (meters)     1011.01  (feet) COMP
 DP9775  MODELED GRAVITY -    980,436.7   (mgal)                       NAVD 88
 DP9775
 DP9775  VERT ORDER      -  SECOND    CLASS I
 DP9775
 DP9775  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DP9775  Standards:
 DP9775         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DP9775            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DP9775  -------------------------------------------------------------------
 DP9775  NETWORK    0.46   1.20           0.21   0.16   0.61      0.03555533
 DP9775  -------------------------------------------------------------------
 DP9775  Click here for local accuracies and other accuracy information.
 DP9775
 DP9775.The horizontal coordinates were established by GPS observations
 DP9775.and adjusted by the MN DEPT OF TRANSP in August 2015.
 DP9775
 DP9775.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DP9775.been affixed to the stable North American tectonic plate. See 
 DP9775.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DP9775
 DP9775.The horizontal coordinates are valid at the epoch date displayed above
 DP9775.which is a decimal equivalence of Year/Month/Day.
 DP9775
 DP9775.The orthometric height was determined by differential leveling and
 DP9775.adjusted by the NATIONAL GEODETIC SURVEY
 DP9775.in May 2019.
 DP9775
 DP9775.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP9775.GEOID18 height accuracy estimate available here.
 DP9775
 DP9775.Click photographs - Photos may exist for this station.
 DP9775
 DP9775.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DP9775
 DP9775.The Laplace correction was computed from DEFLEC18 derived deflections.
 DP9775
 DP9775.The ellipsoidal height was determined by GPS observations
 DP9775.and is referenced to NAD 83.
 DP9775
 DP9775.The dynamic height is computed by dividing the NAVD 88
 DP9775.geopotential number by the normal gravity value computed on the
 DP9775.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP9775.degrees latitude (g = 980.6199 gals.).
 DP9775
 DP9775.The modeled gravity was interpolated from observed gravity values.
 DP9775
 DP9775. The following values were computed from the NAD 83(2011) position.
 DP9775
 DP9775;                    North         East     Units Scale Factor Converg.
 DP9775;SPC MN S     -   232,819.553   742,091.090   MT  0.99993645   -0 30 27.9
 DP9775;SPC MN S     -   763,842.15  2,434,677.18   sFT  0.99993645   -0 30 27.9
 DP9775;UTM  15      - 4,894,762.092   362,195.522   MT  0.99983355   -1 12 08.1
 DP9775
 DP9775!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DP9775!SPC MN S     -   0.99995605  x   0.99993645  =   0.99989251
 DP9775!UTM  15      -   0.99995605  x   0.99983355  =   0.99978961
 DP9775
 DP9775_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUJ6219594762(NAD 83)
 DP9775
 DP9775                          SUPERSEDED SURVEY CONTROL
 DP9775
 DP9775.No superseded survey control is available for this station.
 DP9775
 DP9775_MARKER: I = METAL ROD
 DP9775_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DP9775_STAMPING: 0801 F 2015
 DP9775_MARK LOGO: MNDT
 DP9775_PROJECTION: RECESSED 8 CENTIMETERS
 DP9775_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DP9775_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DP9775_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP9775+SATELLITE: SATELLITE OBSERVATIONS - April 09, 2024
 DP9775_ROD/PIPE-DEPTH: 7.3 meters
 DP9775
 DP9775  HISTORY     - Date     Condition        Report By
 DP9775  HISTORY     - 20150615 MONUMENTED       MNDT
 DP9775  HISTORY     - 20240409 GOOD             MNDT
 DP9775
 DP9775                          STATION DESCRIPTION
 DP9775
 DP9775'DESCRIBED BY MN DEPT OF TRANSP 2015
 DP9775'7.3 MILES SOUTH OF SLEEPY EYE, 7.2 MILES SOUTH ALONG TRUNK HIGHWAY 4
 DP9775'FROM THE JUNCTION OF TRUNK HIGHWAY 4 AND TRUNK HIGHWAY 14 IN SLEEPY
 DP9775'EYE, AT TRUNK HIGHWAY 4 MILEPOINT 55.75, 76.6 FEET EAST-NORTHEAST OF
 DP9775'TRUNK HIGHWAY 4, 32.1 FEET SOUTH-SOUTHEAST OF FIELD ENTRANCE, 12.0
 DP9775'FEET WEST-SOUTHWEST OF WITNESS POST.
 DP9775
 DP9775                          STATION RECOVERY (2024)
 DP9775
 DP9775'RECOVERY NOTE BY MN DEPT OF TRANSP 2024 (KMS)
 DP9775'7.3 MI (11.7 KM) SOUTH OF SLEEPY EYE, 7.2 MI (11.6 KM) SOUTH ALONG
 DP9775'TRUNK HIGHWAY 4 FROM THE JUNCTION OF TRUNK HIGHWAY 4 AND TRUNK HIGHWAY
 DP9775'14 IN SLEEPY EYE, AT TRUNK HIGHWAY 4 MILE POINT 55.75, 76.6 FT (23.3
 DP9775'M) EAST-NORTHEAST OF TRUNK HIGHWAY 4, 32.1 FT (9.8 M) SOUTH-SOUTHEAST
 DP9775'OF A FIELD ENTRANCE, 12.0 FT (3.7 M) WEST-SOUTHWEST OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DP9776 ***********************************************************************
 DP9776  DESIGNATION -  0801 G
 DP9776  PID         -  DP9776
 DP9776  STATE/COUNTY-  MN/BROWN
 DP9776  COUNTRY     -  US
 DP9776  USGS QUAD   -  LAKE HANSKA WEST (2019)
 DP9776
 DP9776                         *CURRENT SURVEY CONTROL
 DP9776  ______________________________________________________________________
 DP9776* NAD 83(2011) POSITION- 44 12 23.58604(N) 094 43 33.77863(W)   ADJUSTED
 DP9776* NAD 83(2011) ELLIP HT-   286.618 (meters)        (08/27/15)   ADJUSTED
 DP9776* NAD 83(2011) EPOCH   -  2010.00
 DP9776* NAVD 88 ORTHO HEIGHT -   314.554 (meters)     1032.00  (feet) ADJUSTED
 DP9776  ______________________________________________________________________
 DP9776  GEOID HEIGHT    -        -27.931 (meters)                     GEOID18
 DP9776  NAD 83(2011) X  -   -377,329.665 (meters)                     COMP
 DP9776  NAD 83(2011) Y  - -4,564,138.226 (meters)                     COMP
 DP9776  NAD 83(2011) Z  -  4,424,772.133 (meters)                     COMP
 DP9776  LAPLACE CORR    -         -2.06  (seconds)                    DEFLEC18
 DP9776  DYNAMIC HEIGHT  -        314.499 (meters)     1031.82  (feet) COMP
 DP9776  MODELED GRAVITY -    980,437.8   (mgal)                       NAVD 88
 DP9776
 DP9776  VERT ORDER      -  SECOND    CLASS I
 DP9776
 DP9776  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DP9776  Standards:
 DP9776         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DP9776            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DP9776  -------------------------------------------------------------------
 DP9776  NETWORK    0.45   1.12           0.20   0.16   0.57      0.02000704
 DP9776  -------------------------------------------------------------------
 DP9776  Click here for local accuracies and other accuracy information.
 DP9776
 DP9776.The horizontal coordinates were established by GPS observations
 DP9776.and adjusted by the MN DEPT OF TRANSP in August 2015.
 DP9776
 DP9776.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DP9776.been affixed to the stable North American tectonic plate. See 
 DP9776.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DP9776
 DP9776.The horizontal coordinates are valid at the epoch date displayed above
 DP9776.which is a decimal equivalence of Year/Month/Day.
 DP9776
 DP9776.The orthometric height was determined by differential leveling and
 DP9776.adjusted by the NATIONAL GEODETIC SURVEY
 DP9776.in May 2019.
 DP9776
 DP9776.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP9776.GEOID18 height accuracy estimate available here.
 DP9776
 DP9776.Click photographs - Photos may exist for this station.
 DP9776
 DP9776.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DP9776
 DP9776.The Laplace correction was computed from DEFLEC18 derived deflections.
 DP9776
 DP9776.The ellipsoidal height was determined by GPS observations
 DP9776.and is referenced to NAD 83.
 DP9776
 DP9776.The dynamic height is computed by dividing the NAVD 88
 DP9776.geopotential number by the normal gravity value computed on the
 DP9776.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP9776.degrees latitude (g = 980.6199 gals.).
 DP9776
 DP9776.The modeled gravity was interpolated from observed gravity values.
 DP9776
 DP9776. The following values were computed from the NAD 83(2011) position.
 DP9776
 DP9776;                    North         East     Units Scale Factor Converg.
 DP9776;SPC MN S     -   234,319.337   741,973.252   MT  0.99993522   -0 30 32.1
 DP9776;SPC MN S     -   768,762.69  2,434,290.58   sFT  0.99993522   -0 30 32.1
 DP9776;UTM  15      - 4,896,263.041   362,095.884   MT  0.99983389   -1 12 13.2
 DP9776
 DP9776!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DP9776!SPC MN S     -   0.99995506  x   0.99993522  =   0.99989028
 DP9776!UTM  15      -   0.99995506  x   0.99983389  =   0.99978896
 DP9776
 DP9776_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUJ6209596263(NAD 83)
 DP9776
 DP9776                          SUPERSEDED SURVEY CONTROL
 DP9776
 DP9776.No superseded survey control is available for this station.
 DP9776
 DP9776_MARKER: I = METAL ROD
 DP9776_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DP9776_STAMPING: 0801 G 2015
 DP9776_MARK LOGO: MNDT
 DP9776_PROJECTION: RECESSED 5 CENTIMETERS
 DP9776_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DP9776_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DP9776_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP9776+SATELLITE: SATELLITE OBSERVATIONS - April 09, 2024
 DP9776_ROD/PIPE-DEPTH: 5.2 meters
 DP9776
 DP9776  HISTORY     - Date     Condition        Report By
 DP9776  HISTORY     - 20150615 MONUMENTED       MNDT
 DP9776  HISTORY     - 20240409 GOOD             MNDT
 DP9776
 DP9776                          STATION DESCRIPTION
 DP9776
 DP9776'DESCRIBED BY MN DEPT OF TRANSP 2015
 DP9776'6.5 MILES SOUTH OF SLEEPY EYE, 6.25 MILES SOUTH ALONG TRUNK HIGHWAY 4
 DP9776'FROM THE JUNCTION OF TRUNK HIGHWAY 4 AND TRUNK HIGHWAY 14 IN SLEEPY
 DP9776'EYE, AT TRUNK HIGHWAY 4 MILEPOINT 56.75, 57.3 FEET EAST OF TRUNK
 DP9776'HIGHWAY 4, 84.5 FEET NORTH OF FIELD ENTRANCE, 1.5 FEET NORTH OF
 DP9776'WITNESS POST.
 DP9776
 DP9776                          STATION RECOVERY (2024)
 DP9776
 DP9776'RECOVERY NOTE BY MN DEPT OF TRANSP 2024 (KMS)
 DP9776'6.5 MI (10.5 KM) SOUTH OF SLEEPY EYE, 6.25 MI (10.06 KM) SOUTH ALONG
 DP9776'TRUNK HIGHWAY 4 FROM THE JUNCTION OF TRUNK HIGHWAY 4 AND TRUNK HIGHWAY
 DP9776'14 IN SLEEPY EYE, AT TRUNK HIGHWAY 4 MILE POINT 56.75, 57.3 FT (17.5
 DP9776'M) EAST OF TRUNK HIGHWAY 4, 84.5 FT (25.8 M) NORTH OF A FIELD
 DP9776'ENTRANCE, 1.5 FT (0.5 M) NORTH OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DQ1452 ***********************************************************************
 DQ1452  DESIGNATION -  0801 H
 DQ1452  PID         -  DQ1452
 DQ1452  STATE/COUNTY-  MN/BROWN
 DQ1452  COUNTRY     -  US
 DQ1452  USGS QUAD   -  LAKE HANSKA WEST (2019)
 DQ1452
 DQ1452                         *CURRENT SURVEY CONTROL
 DQ1452  ______________________________________________________________________
 DQ1452* NAD 83(1986) POSITION- 44 14 00.27   (N) 094 43 30.98   (W)   HD_HELD1
 DQ1452* NAVD 88 ORTHO HEIGHT -   295.707 (meters)      970.17  (feet) ADJUSTED
 DQ1452  ______________________________________________________________________
 DQ1452  GEOID HEIGHT    -        -27.945 (meters)                     GEOID18
 DQ1452  DYNAMIC HEIGHT  -        295.656 (meters)      970.00  (feet) COMP
 DQ1452  MODELED GRAVITY -    980,440.2   (mgal)                       NAVD 88
 DQ1452
 DQ1452  VERT ORDER      -  SECOND    CLASS I
 DQ1452
 DQ1452.The horizontal coordinates were determined by differentially corrected
 DQ1452.hand held GPS observations or other comparable positioning techniques
 DQ1452.and have an estimated accuracy of +/- 3 meters.
 DQ1452
 DQ1452.The orthometric height was determined by differential leveling and
 DQ1452.adjusted by the NATIONAL GEODETIC SURVEY
 DQ1452.in May 2019.
 DQ1452
 DQ1452.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ1452.GEOID18 height accuracy estimate available here.
 DQ1452
 DQ1452.Click photographs - Photos may exist for this station.
 DQ1452
 DQ1452.The dynamic height is computed by dividing the NAVD 88
 DQ1452.geopotential number by the normal gravity value computed on the
 DQ1452.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ1452.degrees latitude (g = 980.6199 gals.).
 DQ1452
 DQ1452.The modeled gravity was interpolated from observed gravity values.
 DQ1452
 DQ1452;                    North         East    Units  Estimated Accuracy
 DQ1452;SPC MN S     -   237,302.7     742,061.9     MT  (+/- 3 meters HH1 GPS) 
 DQ1452
 DQ1452_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUJ6222099244(NAD 83)
 DQ1452
 DQ1452                          SUPERSEDED SURVEY CONTROL
 DQ1452
 DQ1452.No superseded survey control is available for this station.
 DQ1452
 DQ1452_MARKER: I = METAL ROD
 DQ1452_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DQ1452_STAMPING: 0801 H 2015
 DQ1452_MARK LOGO: MNDT
 DQ1452_PROJECTION: RECESSED 5 CENTIMETERS
 DQ1452_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DQ1452_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ1452_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ1452+SATELLITE: SATELLITE OBSERVATIONS - April 09, 2024
 DQ1452_ROD/PIPE-DEPTH: 7.3 meters
 DQ1452
 DQ1452  HISTORY     - Date     Condition        Report By
 DQ1452  HISTORY     - 20150610 MONUMENTED       MNDT
 DQ1452  HISTORY     - 20240409 GOOD             MNDT
 DQ1452
 DQ1452                          STATION DESCRIPTION
 DQ1452
 DQ1452'DESCRIBED BY MN DEPT OF TRANSP 2015
 DQ1452'THE STATION IS LOCATED ABOUT 8.7 MI (14.0 KM) SOUTHWEST OF ESSIG, 4.4
 DQ1452'MI (7.1 KM) SOUTH OF SLEEPY EYE AND 3.9 MI (6.3 KM) EAST-NORTHEAST OF
 DQ1452'LEAVENWORTH.
 DQ1452'
 DQ1452'TO REACH THE MARK GO 4.4 MI (7.1 KM) SOUTH ALONG TRUNK HIGHWAY 4 FROM
 DQ1452'THE JUNCTION OF TRUNK HIGHWAY 4 AND TRUNK HIGHWAY 14 IN SLEEPY EYE, AT
 DQ1452'TRUNK HIGHWAY 4 MILE POINT 58.60.
 DQ1452'
 DQ1452'THE MARK IS LOCATED 50.8 FT (15.5 M) EAST OF TRUNK HIGHWAY 4, 85.4 FT
 DQ1452'(26.0 M) NORTH OF 187TH STREET EXTENDED, 69.1 FT (21.1 M) NORTH OF
 DQ1452'ENTRANCE TO GRAVEL PIT, 1.5 FT (0.5 M) WEST OF A WITNESS POST.
 DQ1452'
 DQ1452'NOTE - THE STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM
 DQ1452'ROD DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION REMOVABLE
 DQ1452'DISK SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH
 DQ1452'PVC PIPE BACK FILLED WITH WASHED SAND.
 DQ1452
 DQ1452                          STATION RECOVERY (2024)
 DQ1452
 DQ1452'RECOVERY NOTE BY MN DEPT OF TRANSP 2024 (KMS)
 DQ1452'4.4 MI (7.1 KM) SOUTH OF SLEEPY EYE, 4.4 MI (7.1 KM) SOUTH ALONG TRUNK
 DQ1452'HIGHWAY 4 FROM THE JUNCTION OF TRUNK HIGHWAY 4 AND TRUNK HIGHWAY 14 IN
 DQ1452'SLEEPY EYE, AT TRUNK HIGHWAY 4 MILE POINT 58.60, 50.8 FT (15.5 M) EAST
 DQ1452'OF TRUNK HIGHWAY 4, 85.4 FT (26.0 M) NORTH OF 187TH STREET EXTENDED,
 DQ1452'69.1 FT (21.1 M) NORTH OF AN ENTRANCE TO A GRAVEL PIT, 1.5 FT (0.5 M)
 DQ1452'WEST OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DP9777 ***********************************************************************
 DP9777  DESIGNATION -  0801 J
 DP9777  PID         -  DP9777
 DP9777  STATE/COUNTY-  MN/BROWN
 DP9777  COUNTRY     -  US
 DP9777  USGS QUAD   -  LAKE HANSKA WEST (2019)
 DP9777
 DP9777                         *CURRENT SURVEY CONTROL
 DP9777  ______________________________________________________________________
 DP9777* NAD 83(2011) POSITION- 44 14 27.42384(N) 094 43 31.16564(W)   ADJUSTED
 DP9777* NAD 83(2011) ELLIP HT-   272.612 (meters)        (08/27/15)   ADJUSTED
 DP9777* NAD 83(2011) EPOCH   -  2010.00
 DP9777* NAVD 88 ORTHO HEIGHT -   300.571 (meters)      986.12  (feet) ADJUSTED
 DP9777  ______________________________________________________________________
 DP9777  GEOID HEIGHT    -        -27.948 (meters)                     GEOID18
 DP9777  NAD 83(2011) X  -   -377,051.392 (meters)                     COMP
 DP9777  NAD 83(2011) Y  - -4,561,476.007 (meters)                     COMP
 DP9777  NAD 83(2011) Z  -  4,427,501.658 (meters)                     COMP
 DP9777  LAPLACE CORR    -         -2.08  (seconds)                    DEFLEC18
 DP9777  DYNAMIC HEIGHT  -        300.520 (meters)      985.96  (feet) COMP
 DP9777  MODELED GRAVITY -    980,440.9   (mgal)                       NAVD 88
 DP9777
 DP9777  VERT ORDER      -  SECOND    CLASS I
 DP9777
 DP9777  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DP9777  Standards:
 DP9777         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DP9777            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DP9777  -------------------------------------------------------------------
 DP9777  NETWORK    0.45   1.16           0.20   0.16   0.59      0.02333329
 DP9777  -------------------------------------------------------------------
 DP9777  Click here for local accuracies and other accuracy information.
 DP9777
 DP9777.The horizontal coordinates were established by GPS observations
 DP9777.and adjusted by the MN DEPT OF TRANSP in August 2015.
 DP9777
 DP9777.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DP9777.been affixed to the stable North American tectonic plate. See 
 DP9777.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DP9777
 DP9777.The horizontal coordinates are valid at the epoch date displayed above
 DP9777.which is a decimal equivalence of Year/Month/Day.
 DP9777
 DP9777.The orthometric height was determined by differential leveling and
 DP9777.adjusted by the NATIONAL GEODETIC SURVEY
 DP9777.in May 2019.
 DP9777
 DP9777.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP9777.GEOID18 height accuracy estimate available here.
 DP9777
 DP9777.Click photographs - Photos may exist for this station.
 DP9777
 DP9777.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DP9777
 DP9777.The Laplace correction was computed from DEFLEC18 derived deflections.
 DP9777
 DP9777.The ellipsoidal height was determined by GPS observations
 DP9777.and is referenced to NAD 83.
 DP9777
 DP9777.The dynamic height is computed by dividing the NAVD 88
 DP9777.geopotential number by the normal gravity value computed on the
 DP9777.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP9777.degrees latitude (g = 980.6199 gals.).
 DP9777
 DP9777.The modeled gravity was interpolated from observed gravity values.
 DP9777
 DP9777. The following values were computed from the NAD 83(2011) position.
 DP9777
 DP9777;                    North         East     Units Scale Factor Converg.
 DP9777;SPC MN S     -   238,140.762   742,065.173   MT  0.99993233   -0 30 30.2
 DP9777;SPC MN S     -   781,300.15  2,434,592.16   sFT  0.99993233   -0 30 30.2
 DP9777;UTM  15      - 4,900,082.687   362,234.147   MT  0.99983342   -1 12 14.1
 DP9777
 DP9777!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DP9777!SPC MN S     -   0.99995726  x   0.99993233  =   0.99988959
 DP9777!UTM  15      -   0.99995726  x   0.99983342  =   0.99979068
 DP9777
 DP9777_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUK6223400082(NAD 83)
 DP9777
 DP9777                          SUPERSEDED SURVEY CONTROL
 DP9777
 DP9777.No superseded survey control is available for this station.
 DP9777
 DP9777_MARKER: I = METAL ROD
 DP9777_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DP9777_STAMPING: 0801 J 2015
 DP9777_MARK LOGO: MNDT
 DP9777_PROJECTION: RECESSED 5 CENTIMETERS
 DP9777_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DP9777_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DP9777_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP9777+SATELLITE: SATELLITE OBSERVATIONS - April 09, 2024
 DP9777_ROD/PIPE-DEPTH: 5.8 meters
 DP9777
 DP9777  HISTORY     - Date     Condition        Report By
 DP9777  HISTORY     - 20150610 MONUMENTED       MNDT
 DP9777  HISTORY     - 20240409 GOOD             MNDT
 DP9777
 DP9777                          STATION DESCRIPTION
 DP9777
 DP9777'DESCRIBED BY MN DEPT OF TRANSP 2015
 DP9777'3.9 MILES SOUTH OF SLEEPY EYE, 3.9 MILES SOUTH ALONG TRUNK HIGHWAY 4
 DP9777'FROM THE JUNCTION OF TRUNK HIGHWAY 4 AND TRUNK HIGHWAY 14 IN SLEEPY
 DP9777'EYE, AT TRUNK HIGHWAY 4 MILEPOINT 59.1, 65.1 FEET EAST OF TRUNK
 DP9777'HIGHWAY 4, 20.3 FEET SOUTHWEST OF POWER POLE, 1.5 FEET WEST OF WITNESS
 DP9777'POST.
 DP9777
 DP9777                          STATION RECOVERY (2024)
 DP9777
 DP9777'RECOVERY NOTE BY MN DEPT OF TRANSP 2024 (KMS)
 DP9777'3.9 MI (6.3 KM) SOUTH OF SLEEPY EYE, 3.9 MI (6.3 KM) SOUTH ALONG TRUNK
 DP9777'HIGHWAY 4 FROM THE JUNCTION OF TRUNK HIGHWAY 4 AND TRUNK HIGHWAY 14 IN
 DP9777'SLEEPY EYE, AT TRUNK HIGHWAY 4 MILE POINT 59.10, 65.1 FT (19.8 M) EAST
 DP9777'OF TRUNK HIGHWAY 4, 20.3 FT (6.2 M) SOUTHWEST OF A POWER POLE, 1.5 FT
 DP9777'(0.5 M) WEST OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DP9778 ***********************************************************************
 DP9778  DESIGNATION -  0801 K
 DP9778  PID         -  DP9778
 DP9778  STATE/COUNTY-  MN/BROWN
 DP9778  COUNTRY     -  US
 DP9778  USGS QUAD   -  SLEEPY EYE (2019)
 DP9778
 DP9778                         *CURRENT SURVEY CONTROL
 DP9778  ______________________________________________________________________
 DP9778* NAD 83(2011) POSITION- 44 15 41.03229(N) 094 43 32.16006(W)   ADJUSTED
 DP9778* NAD 83(2011) ELLIP HT-   280.582 (meters)        (08/27/15)   ADJUSTED
 DP9778* NAD 83(2011) EPOCH   -  2010.00
 DP9778* NAVD 88 ORTHO HEIGHT -   308.539 (meters)     1012.27  (feet) ADJUSTED
 DP9778  ______________________________________________________________________
 DP9778  GEOID HEIGHT    -        -27.952 (meters)                     GEOID18
 DP9778  NAD 83(2011) X  -   -376,943.236 (meters)                     COMP
 DP9778  NAD 83(2011) Y  - -4,559,899.793 (meters)                     COMP
 DP9778  NAD 83(2011) Z  -  4,429,134.688 (meters)                     COMP
 DP9778  LAPLACE CORR    -         -2.04  (seconds)                    DEFLEC18
 DP9778  DYNAMIC HEIGHT  -        308.488 (meters)     1012.10  (feet) COMP
 DP9778  MODELED GRAVITY -    980,442.9   (mgal)                       NAVD 88
 DP9778
 DP9778  VERT ORDER      -  SECOND    CLASS I
 DP9778
 DP9778  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DP9778  Standards:
 DP9778         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DP9778            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DP9778  -------------------------------------------------------------------
 DP9778  NETWORK    0.46   1.18           0.21   0.16   0.60      0.02599945
 DP9778  -------------------------------------------------------------------
 DP9778  Click here for local accuracies and other accuracy information.
 DP9778
 DP9778.The horizontal coordinates were established by GPS observations
 DP9778.and adjusted by the MN DEPT OF TRANSP in August 2015.
 DP9778
 DP9778.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DP9778.been affixed to the stable North American tectonic plate. See 
 DP9778.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DP9778
 DP9778.The horizontal coordinates are valid at the epoch date displayed above
 DP9778.which is a decimal equivalence of Year/Month/Day.
 DP9778
 DP9778.The orthometric height was determined by differential leveling and
 DP9778.adjusted by the NATIONAL GEODETIC SURVEY
 DP9778.in May 2019.
 DP9778
 DP9778.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP9778.GEOID18 height accuracy estimate available here.
 DP9778
 DP9778.Click photographs - Photos may exist for this station.
 DP9778
 DP9778.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DP9778
 DP9778.The Laplace correction was computed from DEFLEC18 derived deflections.
 DP9778
 DP9778.The ellipsoidal height was determined by GPS observations
 DP9778.and is referenced to NAD 83.
 DP9778
 DP9778.The dynamic height is computed by dividing the NAVD 88
 DP9778.geopotential number by the normal gravity value computed on the
 DP9778.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP9778.degrees latitude (g = 980.6199 gals.).
 DP9778
 DP9778.The modeled gravity was interpolated from observed gravity values.
 DP9778
 DP9778. The following values were computed from the NAD 83(2011) position.
 DP9778
 DP9778;                    North         East     Units Scale Factor Converg.
 DP9778;SPC MN S     -   240,412.702   742,063.276   MT  0.99993078   -0 30 30.9
 DP9778;SPC MN S     -   788,754.01  2,434,585.93   sFT  0.99993078   -0 30 30.9
 DP9778;UTM  15      - 4,902,354.259   362,259.835   MT  0.99983333   -1 12 16.4
 DP9778
 DP9778!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DP9778!SPC MN S     -   0.99995601  x   0.99993078  =   0.99988679
 DP9778!UTM  15      -   0.99995601  x   0.99983333  =   0.99978934
 DP9778
 DP9778_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUK6225902354(NAD 83)
 DP9778
 DP9778                          SUPERSEDED SURVEY CONTROL
 DP9778
 DP9778.No superseded survey control is available for this station.
 DP9778
 DP9778_MARKER: I = METAL ROD
 DP9778_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DP9778_STAMPING: 0801 K 2015
 DP9778_MARK LOGO: MNDT
 DP9778_PROJECTION: RECESSED 5 CENTIMETERS
 DP9778_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DP9778_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DP9778_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP9778+SATELLITE: SATELLITE OBSERVATIONS - April 09, 2024
 DP9778_ROD/PIPE-DEPTH: 5.8 meters
 DP9778
 DP9778  HISTORY     - Date     Condition        Report By
 DP9778  HISTORY     - 20150610 MONUMENTED       MNDT
 DP9778  HISTORY     - 20191015 GOOD             MNDT
 DP9778  HISTORY     - 20240409 GOOD             MNDT
 DP9778
 DP9778                          STATION DESCRIPTION
 DP9778
 DP9778'DESCRIBED BY MN DEPT OF TRANSP 2015
 DP9778'2.4 MILES SOUTH OF SLEEPY EYE, 2.5 MILES SOUTH ALONG TRUNK HIGHWAY 4
 DP9778'FROM THE JUNCTION OF TRUNK HIGHWAY 4 AND TRUNK HIGHWAY 14 IN SLEEPY
 DP9778'EYE, AT TRUNK HIGHWAY 4 MILEPOINT 60.5, 65.6 FEET WEST OF TRUNK
 DP9778'HIGHWAY 4, 25.8 FEET NORTH OF EXTENDED ENTRANCE TO SEWAR PONDS, 1.5
 DP9778'FEET EAST OF WITNESS POST.
 DP9778
 DP9778                          STATION RECOVERY (2019)
 DP9778
 DP9778'RECOVERY NOTE BY MN DEPT OF TRANSP 2019 (KMS)
 DP9778'RECOVERED IN GOOD CONDITION.
 DP9778
 DP9778                          STATION RECOVERY (2024)
 DP9778
 DP9778'RECOVERY NOTE BY MN DEPT OF TRANSP 2024 (KMS)
 DP9778'2.4 MI (3.9 KM) SOUTH OF SLEEPY EYE, 2.5 MI (4.0 KM) SOUTH ALONG TRUNK
 DP9778'HIGHWAY 4 FROM THE JUNCTION OF TRUNK HIGHWAY 4 AND TRUNK HIGHWAY 14 IN
 DP9778'SLEEPY EYE, AT TRUNK HIGHWAY 4 MILE POINT 60.50, 65.6 FT (20.0 M) WEST
 DP9778'OF TRUNK HIGHWAY 4, 25.8 FT (7.9 M) NORTH OF AN EXTENDED ENTRANCE TO
 DP9778'THE SEWER PONDS, 1.5 FT (0.5 M) EAST OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DP9779 ***********************************************************************
 DP9779  DESIGNATION -  0801 L
 DP9779  PID         -  DP9779
 DP9779  STATE/COUNTY-  MN/BROWN
 DP9779  COUNTRY     -  US
 DP9779  USGS QUAD   -  SLEEPY EYE (2019)
 DP9779
 DP9779                         *CURRENT SURVEY CONTROL
 DP9779  ______________________________________________________________________
 DP9779* NAD 83(2011) POSITION- 44 16 22.64283(N) 094 43 32.36172(W)   ADJUSTED
 DP9779* NAD 83(2011) ELLIP HT-   283.460 (meters)        (08/27/15)   ADJUSTED
 DP9779* NAD 83(2011) EPOCH   -  2010.00
 DP9779* NAVD 88 ORTHO HEIGHT -   311.408 (meters)     1021.68  (feet) ADJUSTED
 DP9779  ______________________________________________________________________
 DP9779  GEOID HEIGHT    -        -27.953 (meters)                     GEOID18
 DP9779  NAD 83(2011) X  -   -376,874.004 (meters)                     COMP
 DP9779  NAD 83(2011) Y  - -4,559,008.004 (meters)                     COMP
 DP9779  NAD 83(2011) Z  -  4,430,056.451 (meters)                     COMP
 DP9779  LAPLACE CORR    -         -2.00  (seconds)                    DEFLEC18
 DP9779  DYNAMIC HEIGHT  -        311.356 (meters)     1021.51  (feet) COMP
 DP9779  MODELED GRAVITY -    980,444.0   (mgal)                       NAVD 88
 DP9779
 DP9779  VERT ORDER      -  SECOND    CLASS I
 DP9779
 DP9779  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DP9779  Standards:
 DP9779         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DP9779            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DP9779  -------------------------------------------------------------------
 DP9779  NETWORK    0.46   1.14           0.21   0.16   0.58      0.02380805
 DP9779  -------------------------------------------------------------------
 DP9779  Click here for local accuracies and other accuracy information.
 DP9779
 DP9779.The horizontal coordinates were established by GPS observations
 DP9779.and adjusted by the MN DEPT OF TRANSP in August 2015.
 DP9779
 DP9779.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DP9779.been affixed to the stable North American tectonic plate. See 
 DP9779.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DP9779
 DP9779.The horizontal coordinates are valid at the epoch date displayed above
 DP9779.which is a decimal equivalence of Year/Month/Day.
 DP9779
 DP9779.The orthometric height was determined by differential leveling and
 DP9779.adjusted by the NATIONAL GEODETIC SURVEY
 DP9779.in May 2019.
 DP9779
 DP9779.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP9779.GEOID18 height accuracy estimate available here.
 DP9779
 DP9779.Click photographs - Photos may exist for this station.
 DP9779
 DP9779.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DP9779
 DP9779.The Laplace correction was computed from DEFLEC18 derived deflections.
 DP9779
 DP9779.The ellipsoidal height was determined by GPS observations
 DP9779.and is referenced to NAD 83.
 DP9779
 DP9779.The dynamic height is computed by dividing the NAVD 88
 DP9779.geopotential number by the normal gravity value computed on the
 DP9779.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP9779.degrees latitude (g = 980.6199 gals.).
 DP9779
 DP9779.The modeled gravity was interpolated from observed gravity values.
 DP9779
 DP9779. The following values were computed from the NAD 83(2011) position.
 DP9779
 DP9779;                    North         East     Units Scale Factor Converg.
 DP9779;SPC MN S     -   241,696.951   742,070.204   MT  0.99992996   -0 30 31.1
 DP9779;SPC MN S     -   792,967.41  2,434,608.66   sFT  0.99992996   -0 30 31.1
 DP9779;UTM  15      - 4,903,638.204   362,282.362   MT  0.99983325   -1 12 17.4
 DP9779
 DP9779!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DP9779!SPC MN S     -   0.99995556  x   0.99992996  =   0.99988552
 DP9779!UTM  15      -   0.99995556  x   0.99983325  =   0.99978881
 DP9779
 DP9779_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUK6228203638(NAD 83)
 DP9779
 DP9779                          SUPERSEDED SURVEY CONTROL
 DP9779
 DP9779.No superseded survey control is available for this station.
 DP9779
 DP9779_MARKER: I = METAL ROD
 DP9779_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DP9779_STAMPING: 0801 L 2015
 DP9779_MARK LOGO: MNDT
 DP9779_PROJECTION: RECESSED 5 CENTIMETERS
 DP9779_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DP9779_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DP9779_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP9779+SATELLITE: SATELLITE OBSERVATIONS - April 09, 2024
 DP9779_ROD/PIPE-DEPTH: 5.2 meters
 DP9779
 DP9779  HISTORY     - Date     Condition        Report By
 DP9779  HISTORY     - 20150610 MONUMENTED       MNDT
 DP9779  HISTORY     - 20191015 GOOD             MNDT
 DP9779  HISTORY     - 20240409 GOOD             MNDT
 DP9779
 DP9779                          STATION DESCRIPTION
 DP9779
 DP9779'DESCRIBED BY MN DEPT OF TRANSP 2015
 DP9779'1.70 MILES SOUTH OF SLEEPY EYE, 1.70 MILES SOUTH ALONG TRUNK HIGHWAY 4
 DP9779'FROM THE JUNCTION OF TRUNK HIGHWAY 4 AND TRUNK HIGHWAY 14 IN SLEEPY
 DP9779'EYE, AT TRUNK HIGHWAY 4 MILEPOINT 61.3, 66.1 FEET WEST OF TRUNK
 DP9779'HIGHWAY 4, 1.5 FEET EAST OF WITNESS POST.
 DP9779
 DP9779                          STATION RECOVERY (2019)
 DP9779
 DP9779'RECOVERY NOTE BY MN DEPT OF TRANSP 2019 (KMS)
 DP9779'RECOVERED IN GOOD CONDITION.
 DP9779
 DP9779                          STATION RECOVERY (2024)
 DP9779
 DP9779'RECOVERY NOTE BY MN DEPT OF TRANSP 2024 (KMS)
 DP9779'1.7 MI (2.7 KM) SOUTH OF SLEEPY EYE, 1.7 MI (2.7 KM) SOUTH ALONG TRUNK
 DP9779'HIGHWAY 4 FROM THE JUNCTION OF TRUNK HIGHWAY 4 AND TRUNK HIGHWAY 14 IN
 DP9779'SLEEPY EYE, AT TRUNK HIGHWAY 4 MILE POINT 61.30, 66.1 FT (20.1 M) WEST
 DP9779'OF TRUNK HIGHWAY 4, 1.5 FT (0.5 M) EAST OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DN6915 ***********************************************************************
 DN6915  DESIGNATION -  0802 A
 DN6915  PID         -  DN6915
 DN6915  STATE/COUNTY-  MN/BROWN
 DN6915  COUNTRY     -  US
 DN6915  USGS QUAD   -  SLEEPY EYE (2019)
 DN6915
 DN6915                         *CURRENT SURVEY CONTROL
 DN6915  ______________________________________________________________________
 DN6915* NAD 83(2011) POSITION- 44 18 46.85271(N) 094 43 31.60342(W)   ADJUSTED
 DN6915* NAD 83(2011) ELLIP HT-   278.882 (meters)        (08/29/14)   ADJUSTED
 DN6915* NAD 83(2011) EPOCH   -  2010.00
 DN6915* NAVD 88 ORTHO HEIGHT -   306.830 (meters)     1006.66  (feet) ADJUSTED
 DN6915  ______________________________________________________________________
 DN6915  GEOID HEIGHT    -        -27.945 (meters)                     GEOID18
 DN6915  NAD 83(2011) X  -   -376,600.890 (meters)                     COMP
 DN6915  NAD 83(2011) Y  - -4,555,908.159 (meters)                     COMP
 DN6915  NAD 83(2011) Z  -  4,433,239.464 (meters)                     COMP
 DN6915  LAPLACE CORR    -         -1.72  (seconds)                    DEFLEC18
 DN6915  DYNAMIC HEIGHT  -        306.780 (meters)     1006.49  (feet) COMP
 DN6915  MODELED GRAVITY -    980,448.4   (mgal)                       NAVD 88
 DN6915
 DN6915  VERT ORDER      -  SECOND    CLASS I
 DN6915
 DN6915  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DN6915  Standards:
 DN6915         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DN6915            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DN6915  -------------------------------------------------------------------
 DN6915  NETWORK    0.57   0.67           0.27   0.17   0.34      0.04819917
 DN6915  -------------------------------------------------------------------
 DN6915  Click here for local accuracies and other accuracy information.
 DN6915
 DN6915.The horizontal coordinates were established by GPS observations
 DN6915.and adjusted by the MN DEPT OF TRANSP in August 2014.
 DN6915
 DN6915.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DN6915.been affixed to the stable North American tectonic plate. See 
 DN6915.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DN6915
 DN6915.The horizontal coordinates are valid at the epoch date displayed above
 DN6915.which is a decimal equivalence of Year/Month/Day.
 DN6915
 DN6915.The orthometric height was determined by differential leveling and
 DN6915.adjusted by the NATIONAL GEODETIC SURVEY
 DN6915.in May 2013.
 DN6915
 DN6915.Significant digits in the geoid height do not necessarily reflect accuracy.
 DN6915.GEOID18 height accuracy estimate available here.
 DN6915
 DN6915.Click photographs - Photos may exist for this station.
 DN6915
 DN6915.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DN6915
 DN6915.The Laplace correction was computed from DEFLEC18 derived deflections.
 DN6915
 DN6915.The ellipsoidal height was determined by GPS observations
 DN6915.and is referenced to NAD 83.
 DN6915
 DN6915.The dynamic height is computed by dividing the NAVD 88
 DN6915.geopotential number by the normal gravity value computed on the
 DN6915.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN6915.degrees latitude (g = 980.6199 gals.).
 DN6915
 DN6915.The modeled gravity was interpolated from observed gravity values.
 DN6915
 DN6915. The following values were computed from the NAD 83(2011) position.
 DN6915
 DN6915;                    North         East     Units Scale Factor Converg.
 DN6915;SPC MN S     -   246,147.505   742,126.519   MT  0.99992743   -0 30 30.5
 DN6915;SPC MN S     -   807,568.94  2,434,793.42   sFT  0.99992743   -0 30 30.5
 DN6915;UTM  15      - 4,908,087.320   362,392.773   MT  0.99983288   -1 12 20.0
 DN6915
 DN6915!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DN6915!SPC MN S     -   0.99995627  x   0.99992743  =   0.99988371
 DN6915!UTM  15      -   0.99995627  x   0.99983288  =   0.99978916
 DN6915
 DN6915:                Primary Azimuth Mark                     Grid Az
 DN6915:SPC MN S     -  0802 B                                   000 13 15.9
 DN6915:UTM  15      -  0802 B                                   000 55 05.4
 DN6915
 DN6915_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUK6239208087(NAD 83)
 DN6915
 DN6915|---------------------------------------------------------------------|
 DN6915| PID    Reference Object                     Distance      Geod. Az  |
 DN6915|                                                           dddmmss.s |
 DN6915| DO4677 0802 B                              APPROX. 1.5 KM 3594245.4 |
 DN6915|---------------------------------------------------------------------|
 DN6915
 DN6915                          SUPERSEDED SURVEY CONTROL
 DN6915
 DN6915.No superseded survey control is available for this station.
 DN6915
 DN6915_MARKER: I = METAL ROD
 DN6915_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DN6915_STAMPING: 0802 A 2009
 DN6915_MARK LOGO: MNDT
 DN6915_PROJECTION: RECESSED 3 CENTIMETERS
 DN6915_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DN6915_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DN6915_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DN6915+SATELLITE: SATELLITE OBSERVATIONS - April 10, 2024
 DN6915_ROD/PIPE-DEPTH: 7.6 meters
 DN6915
 DN6915  HISTORY     - Date     Condition        Report By
 DN6915  HISTORY     - 20090714 MONUMENTED       MNDT
 DN6915  HISTORY     - 20110726 GOOD             MNDT
 DN6915  HISTORY     - 20120207 GOOD             MNDT
 DN6915  HISTORY     - 20130814 GOOD             MNDT
 DN6915  HISTORY     - 20150506 GOOD             MNDT
 DN6915  HISTORY     - 20200211 GOOD             MNDT
 DN6915  HISTORY     - 20240410 GOOD             MNDT
 DN6915
 DN6915                          STATION DESCRIPTION
 DN6915
 DN6915'DESCRIBED BY MN DEPT OF TRANSP 2009
 DN6915'THE MARK IS IN SLEEPY EYE.
 DN6915'
 DN6915'TO REACH THE MARK GO 1.0 MI (1.6 KM) NORTH ALONG TRUNK HIGHWAY 4/TRUNK
 DN6915'HIGHWAY 68 FROM THE JUNCTION OF TRUNK HIGHWAY 4/TRUNK HIGHWAY 68 AND
 DN6915'TRUNK HIGHWAY 14 IN SLEEPY EYE, AT TRUNK HIGHWAY 4 MILE POINT 64.1.
 DN6915'
 DN6915'IT IS 65.3 FT (19.9 M) EAST OF TRUNK HIGHWAY 4, 40.1 FT (12.2 M) SOUTH
 DN6915'OF JAMES DRIVE, 6.5 FT (2.0 M) WEST OF CABLE PEDESTAL WITH POST, 1.5
 DN6915'FT (0.5 M) WEST OF A WITNESS POST.
 DN6915'
 DN6915'NOTE - THE STATION MARK CONSISTS OF A 3/4 INCH (19 MM) DIAMETER
 DN6915'ALUMINUM ROD DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL MARK
 DN6915'REMOVABLE DISK SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY
 DN6915'A SIX-INCH PVC PIPE BACKFILLED WITH WASHED SAND.
 DN6915
 DN6915                          STATION RECOVERY (2011)
 DN6915
 DN6915'RECOVERY NOTE BY MN DEPT OF TRANSP 2011 (KMS)
 DN6915'RECOVERED AS DESCRIBED.
 DN6915
 DN6915                          STATION RECOVERY (2012)
 DN6915
 DN6915'RECOVERY NOTE BY MN DEPT OF TRANSP 2012 (PXG)
 DN6915'IN SLEEPY EYE, 1.0 MILE NORTH ALONG TRUNK HIGHWAY 4/TRUNK HIGHWAY 68
 DN6915'FROM JUNCTION OF TRUNK HIGHWAY 4/TRUNK HIGHWAY 68 AND TRUNK HIGHWAY 14
 DN6915'IN SLEEPY EYE, AT TRUNK HIGHWAY 4 MILEPOINT 64.1, 65.3 FEET EAST OF
 DN6915'TRUNK HIGHWAY 4, 40.1 FEET SOUTH OF JAMES DRIVE, 6.5 FEET WEST OF
 DN6915'CABLE PEDESTAL WITH POST, 1.5 FEET WEST OF WITNESS POST.
 DN6915
 DN6915                          STATION RECOVERY (2013)
 DN6915
 DN6915'RECOVERY NOTE BY MN DEPT OF TRANSP 2013 (KDJ)
 DN6915'RECOVERED IN GOOD CONDITION.
 DN6915
 DN6915                          STATION RECOVERY (2015)
 DN6915
 DN6915'RECOVERY NOTE BY MN DEPT OF TRANSP 2015 (MAS)
 DN6915'RECOVERED IN GOOD CONDITION.
 DN6915
 DN6915                          STATION RECOVERY (2020)
 DN6915
 DN6915'RECOVERY NOTE BY MN DEPT OF TRANSP 2020 (BXG)
 DN6915'RECOVERED AS DESCRIBED.
 DN6915
 DN6915                          STATION RECOVERY (2024)
 DN6915
 DN6915'RECOVERY NOTE BY MN DEPT OF TRANSP 2024 (KMS)
 DN6915'IN SLEEPY EYE, 1.0 MI (1.6 KM) NORTH ALONG TRUNK HIGHWAY 4 FROM THE
 DN6915'JUNCTION OF TRUNK HIGHWAY 4 AND TRUNK HIGHWAY 14 IN SLEEPY EYE, AT
 DN6915'TRUNK HIGHWAY 4 MILE POINT 64.10, 65.3 FT (19.9 M) EAST OF TRUNK
 DN6915'HIGHWAY 4, 40.1 FT (12.2 M) SOUTH OF JAMES DRIVE, 6.5 FT (2.0 M) WEST
 DN6915'OF A CABLE PEDESTAL WITH A POST, 1.5 FT (0.5 M) WEST OF A WITNESS
 DN6915'POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DO4677 ***********************************************************************
 DO4677  DESIGNATION -  0802 B
 DO4677  PID         -  DO4677
 DO4677  STATE/COUNTY-  MN/BROWN
 DO4677  COUNTRY     -  US
 DO4677  USGS QUAD   -  SLEEPY EYE (2019)
 DO4677
 DO4677                         *CURRENT SURVEY CONTROL
 DO4677  ______________________________________________________________________
 DO4677* NAD 83(2011) POSITION- 44 19 35.85551(N) 094 43 31.94582(W)   ADJUSTED
 DO4677* NAD 83(2011) ELLIP HT-   282.769 (meters)        (08/29/14)   ADJUSTED
 DO4677* NAD 83(2011) EPOCH   -  2010.00
 DO4677* NAVD 88 ORTHO HEIGHT -   310.703 (meters)     1019.36  (feet) ADJUSTED
 DO4677  ______________________________________________________________________
 DO4677  GEOID HEIGHT    -        -27.939 (meters)                     GEOID18
 DO4677  NAD 83(2011) X  -   -376,521.620 (meters)                     COMP
 DO4677  NAD 83(2011) Y  - -4,554,857.101 (meters)                     COMP
 DO4677  NAD 83(2011) Z  -  4,434,324.371 (meters)                     COMP
 DO4677  LAPLACE CORR    -         -1.64  (seconds)                    DEFLEC18
 DO4677  DYNAMIC HEIGHT  -        310.653 (meters)     1019.20  (feet) COMP
 DO4677  MODELED GRAVITY -    980,449.9   (mgal)                       NAVD 88
 DO4677
 DO4677  VERT ORDER      -  SECOND    CLASS I
 DO4677
 DO4677  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DO4677  Standards:
 DO4677         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DO4677            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DO4677  -------------------------------------------------------------------
 DO4677  NETWORK    0.74   0.73           0.35   0.23   0.37      0.02623211
 DO4677  -------------------------------------------------------------------
 DO4677  Click here for local accuracies and other accuracy information.
 DO4677
 DO4677.The horizontal coordinates were established by GPS observations
 DO4677.and adjusted by the MN DEPT OF TRANSP in August 2014.
 DO4677
 DO4677.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DO4677.been affixed to the stable North American tectonic plate. See 
 DO4677.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DO4677
 DO4677.The horizontal coordinates are valid at the epoch date displayed above
 DO4677.which is a decimal equivalence of Year/Month/Day.
 DO4677
 DO4677.The orthometric height was determined by differential leveling and
 DO4677.adjusted by the NATIONAL GEODETIC SURVEY
 DO4677.in May 2013.
 DO4677
 DO4677.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO4677.GEOID18 height accuracy estimate available here.
 DO4677
 DO4677.Click photographs - Photos may exist for this station.
 DO4677
 DO4677.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DO4677
 DO4677.The Laplace correction was computed from DEFLEC18 derived deflections.
 DO4677
 DO4677.The ellipsoidal height was determined by GPS observations
 DO4677.and is referenced to NAD 83.
 DO4677
 DO4677.The dynamic height is computed by dividing the NAVD 88
 DO4677.geopotential number by the normal gravity value computed on the
 DO4677.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO4677.degrees latitude (g = 980.6199 gals.).
 DO4677
 DO4677.The modeled gravity was interpolated from observed gravity values.
 DO4677
 DO4677. The following values were computed from the NAD 83(2011) position.
 DO4677
 DO4677;                    North         East     Units Scale Factor Converg.
 DO4677;SPC MN S     -   247,659.935   742,132.356   MT  0.99992668   -0 30 30.8
 DO4677;SPC MN S     -   812,530.97  2,434,812.57   sFT  0.99992668   -0 30 30.8
 DO4677;UTM  15      - 4,909,599.424   362,417.010   MT  0.99983280   -1 12 21.3
 DO4677
 DO4677!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DO4677!SPC MN S     -   0.99995566  x   0.99992668  =   0.99988235
 DO4677!UTM  15      -   0.99995566  x   0.99983280  =   0.99978847
 DO4677
 DO4677:                Primary Azimuth Mark                     Grid Az
 DO4677:SPC MN S     -  0802 A                                   180 13 16.0
 DO4677:UTM  15      -  0802 A                                   180 55 06.5
 DO4677
 DO4677_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUK6241709599(NAD 83)
 DO4677
 DO4677|---------------------------------------------------------------------|
 DO4677| PID    Reference Object                     Distance      Geod. Az  |
 DO4677|                                                           dddmmss.s |
 DO4677| DN6915 0802 A                              APPROX. 1.5 KM 1794245.2 |
 DO4677|---------------------------------------------------------------------|
 DO4677
 DO4677                          SUPERSEDED SURVEY CONTROL
 DO4677
 DO4677.No superseded survey control is available for this station.
 DO4677
 DO4677_MARKER: I = METAL ROD
 DO4677_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DO4677_STAMPING: 0802 B 2011
 DO4677_MARK LOGO: MNDT
 DO4677_PROJECTION: RECESSED 5 CENTIMETERS
 DO4677_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DO4677_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DO4677_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DO4677+SATELLITE: SATELLITE OBSERVATIONS - April 10, 2024
 DO4677_ROD/PIPE-DEPTH: 7.6 meters
 DO4677
 DO4677  HISTORY     - Date     Condition        Report By
 DO4677  HISTORY     - 20110801 MONUMENTED       MNDT
 DO4677  HISTORY     - 20120208 GOOD             MNDT
 DO4677  HISTORY     - 20130627 GOOD             MNDT
 DO4677  HISTORY     - 20150506 GOOD             MNDT
 DO4677  HISTORY     - 20191015 GOOD             MNDT
 DO4677  HISTORY     - 20240410 GOOD             MNDT
 DO4677
 DO4677                          STATION DESCRIPTION
 DO4677
 DO4677'DESCRIBED BY MN DEPT OF TRANSP 2011
 DO4677'THE MARK IS 2.05 MI (3.3 KM) NORTH OF SLEEPY EYE.
 DO4677'
 DO4677'TO REACH THE MARK GO 2.05 MI (3.3 KM) NORTH ALONG TRUNK HIGHWAY 4/
 DO4677'TRUNK HIGHWAY 68 FROM THE JUNCTION OF TRUNK HIGHWAY 4/ TRUNK HIGHWAY
 DO4677'68 AND TRUNK HIGHWAY 14 IN SLEEPY EYE, AT TRUNK HIGHWAY 4 MILE POINT
 DO4677'65.05.
 DO4677'
 DO4677'LOCATED 71.2 FT (21.7 M) EAST OF TRUNK HIGHWAY 4/TRUNK HIGHWAY 68,
 DO4677'36.9 FT (11.2 M) NORTH OF A FIELD ENTRANCE, 81.3 FT (24.8 M) NORTHEAST
 DO4677'OF POWER POLE WITH GUY WIRE, 1.5 FT (0.5 M) WEST OF A WITNESS POST.
 DO4677'
 DO4677'NOTE - THE STATION MARK CONSISTS OF A 3/4 INCH (19 MM) DIAMETER
 DO4677'ALUMINUM ROD DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL MARK
 DO4677'REMOVABLE DISK SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY
 DO4677'A SIX-INCH PVC PIPE BACKFILLED WITH WASHED SAND.
 DO4677
 DO4677                          STATION RECOVERY (2012)
 DO4677
 DO4677'RECOVERY NOTE BY MN DEPT OF TRANSP 2012 (BXS)
 DO4677'2.05 MILES NORTH OF SLEEPY EYE, 2.05 MILES NORTH ALONG TRUNK HIGHWAY
 DO4677'4/ TRUNK HIGHWAY 68 FROM JUNCTION OF TRUNK HIGHWAY 4/ TRUNK HIGHWAY 68
 DO4677'AND TRUNK HIGHWAY 14 IN SLEEPY EYE, AT TRUNK HIGHWAY 4 MILEPOINT
 DO4677'65.05, 71.2 FEET EAST OF TRUNK HIGHWAY 4/TRUNK HIGHWAY 68, 36.9 FEET
 DO4677'NORTH OF FIELD ENTRANCE, 81.3 FEET NORTHEAST OF POWER POLE WITH GUY
 DO4677'WIRE, 1.5 FEET WEST OF WITNESS POST.
 DO4677
 DO4677                          STATION RECOVERY (2013)
 DO4677
 DO4677'RECOVERY NOTE BY MN DEPT OF TRANSP 2013 (MAS)
 DO4677'RECOVERED IN GOOD CONDITION.
 DO4677
 DO4677                          STATION RECOVERY (2015)
 DO4677
 DO4677'RECOVERY NOTE BY MN DEPT OF TRANSP 2015 (MAS)
 DO4677'RECOVERED IN GOOD CONDITION.
 DO4677
 DO4677                          STATION RECOVERY (2019)
 DO4677
 DO4677'RECOVERY NOTE BY MN DEPT OF TRANSP 2019 (KMS)
 DO4677'RECOVERED IN GOOD CONDITION.
 DO4677
 DO4677                          STATION RECOVERY (2024)
 DO4677
 DO4677'RECOVERY NOTE BY MN DEPT OF TRANSP 2024 (KMS)
 DO4677'2.05 MI (3.30 KM) NORTH OF SLEEPY EYE, 2.05 MI (3.30 KM) NORTH ALONG
 DO4677'TRUNK HIGHWAY 4 FROM THE JUNCTION OF TRUNK HIGHWAY 4 AND TRUNK HIGHWAY
 DO4677'14 IN SLEEPY EYE, AT TRUNK HIGHWAY 4 MILE POINT 65.05, 71.2 FT (21.7
 DO4677'M) EAST OF TRUNK HIGHWAY 4, 36.9 FT (11.2 M) NORTH OF A FIELD
 DO4677'ENTRANCE, 81.3 FT (24.8 M) NORTHEAST OF A POWER POLE WITH A GUY WIRE,
 DO4677'1.5 FT (0.5 M) WEST OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DO4679 ***********************************************************************
 DO4679  DESIGNATION -  0802 C
 DO4679  PID         -  DO4679
 DO4679  STATE/COUNTY-  MN/BROWN
 DO4679  COUNTRY     -  US
 DO4679  USGS QUAD   -  SLEEPY EYE (2019)
 DO4679
 DO4679                         *CURRENT SURVEY CONTROL
 DO4679  ______________________________________________________________________
 DO4679* NAD 83(2011) POSITION- 44 21 18.85244(N) 094 43 30.89916(W)   NO CHECK
 DO4679* NAD 83(2011) ELLIP HT-   277.187 (meters)        (08/29/14)   NO CHECK
 DO4679* NAD 83(2011) EPOCH   -  2010.00
 DO4679* NAVD 88 ORTHO HEIGHT -   305.103 (meters)     1000.99  (feet) ADJUSTED
 DO4679  ______________________________________________________________________
 DO4679  GEOID HEIGHT    -        -27.923 (meters)                     GEOID18
 DO4679  NAD 83(2011) X  -   -376,315.128 (meters)                     COMP
 DO4679  NAD 83(2011) Y  - -4,552,640.503 (meters)                     COMP
 DO4679  NAD 83(2011) Z  -  4,436,594.270 (meters)                     COMP
 DO4679  LAPLACE CORR    -         -1.63  (seconds)                    DEFLEC18
 DO4679  DYNAMIC HEIGHT  -        305.055 (meters)     1000.83  (feet) COMP
 DO4679  MODELED GRAVITY -    980,453.1   (mgal)                       NAVD 88
 DO4679
 DO4679  VERT ORDER      -  SECOND    CLASS I
 DO4679
 DO4679  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DO4679  Standards:
 DO4679         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DO4679            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DO4679  -------------------------------------------------------------------
 DO4679  NETWORK    1.75   0.92           0.86   0.41   0.47      0.25824220
 DO4679  -------------------------------------------------------------------
 DO4679  Click here for local accuracies and other accuracy information.
 DO4679
 DO4679.The horizontal coordinates were established by GPS observations
 DO4679.and adjusted by the MN DEPT OF TRANSP in August 2014.
 DO4679
 DO4679.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DO4679.been affixed to the stable North American tectonic plate. See 
 DO4679.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DO4679
 DO4679.The horizontal coordinates are valid at the epoch date displayed above
 DO4679.which is a decimal equivalence of Year/Month/Day.
 DO4679
 DO4679.No horizontal observational check was made to the station.
 DO4679
 DO4679.The orthometric height was determined by differential leveling and
 DO4679.adjusted by the NATIONAL GEODETIC SURVEY
 DO4679.in May 2013.
 DO4679
 DO4679.No vertical observational check was made to the station.
 DO4679
 DO4679.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO4679.GEOID18 height accuracy estimate available here.
 DO4679
 DO4679.Click photographs - Photos may exist for this station.
 DO4679
 DO4679.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DO4679
 DO4679.The Laplace correction was computed from DEFLEC18 derived deflections.
 DO4679
 DO4679.The ellipsoidal height was determined by GPS observations
 DO4679.and is referenced to NAD 83.
 DO4679
 DO4679.The dynamic height is computed by dividing the NAVD 88
 DO4679.geopotential number by the normal gravity value computed on the
 DO4679.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO4679.degrees latitude (g = 980.6199 gals.).
 DO4679
 DO4679.The modeled gravity was interpolated from observed gravity values.
 DO4679
 DO4679. The following values were computed from the NAD 83(2011) position.
 DO4679
 DO4679;                    North         East     Units Scale Factor Converg.
 DO4679;SPC MN S     -   250,838.509   742,183.748   MT  0.99992528   -0 30 30.1
 DO4679;SPC MN S     -   822,959.34  2,434,981.18   sFT  0.99992528   -0 30 30.1
 DO4679;UTM  15      - 4,912,776.841   362,507.093   MT  0.99983249   -1 12 22.7
 DO4679
 DO4679!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DO4679!SPC MN S     -   0.99995654  x   0.99992528  =   0.99988182
 DO4679!UTM  15      -   0.99995654  x   0.99983249  =   0.99978904
 DO4679
 DO4679_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUK6250712776(NAD 83)
 DO4679
 DO4679                          SUPERSEDED SURVEY CONTROL
 DO4679
 DO4679.No superseded survey control is available for this station.
 DO4679
 DO4679_MARKER: F = FLANGE-ENCASED ROD
 DO4679_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DO4679_STAMPING: 0802 C 2011
 DO4679_MARK LOGO: MNDT
 DO4679_PROJECTION: RECESSED 5 CENTIMETERS
 DO4679_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DO4679_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DO4679_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DO4679+SATELLITE: SATELLITE OBSERVATIONS - April 11, 2024
 DO4679_ROD/PIPE-DEPTH: 7.6 meters
 DO4679
 DO4679  HISTORY     - Date     Condition        Report By
 DO4679  HISTORY     - 20110802 MONUMENTED       MNDT
 DO4679  HISTORY     - 20120207 GOOD             MNDT
 DO4679  HISTORY     - 20130627 GOOD             MNDT
 DO4679  HISTORY     - 20240411 GOOD             MNDT
 DO4679
 DO4679                          STATION DESCRIPTION
 DO4679
 DO4679'DESCRIBED BY MN DEPT OF TRANSP 2011
 DO4679'THE MARK IS 4.05 MI (6.5 KM) NORTH OF SLEEPY EYE.
 DO4679'
 DO4679'TO REACH THE MARK GO 1.0 MI (1.6 KM) NORTH ALONG TRUNK HIGHWAY 4 FROM
 DO4679'THE JUNCTION OF TRUNK HIGHWAY 4 AND TRUNK HIGHWAY 68 (JUNCTION IS 3.0
 DO4679'MI (4.8 KM) NORTH OF SLEEPY EYE), AT TRUNK HIGHWAY 4 MILE POINT 67.0.
 DO4679'
 DO4679'LOCATED 54.8 FT (16.7 M) EAST OF TRUNK HIGHWAY 4, 24.6 FT (7.5 M) EAST
 DO4679'OF MILEPOST NUMBER 67, 1.5 FT (0.5 M) NORTH OF A WITNESS POST.
 DO4679'
 DO4679'NOTE - THE STATION MARK CONSISTS OF A 3/4 INCH (19 MM) DIAMETER
 DO4679'ALUMINUM ROD DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL MARK
 DO4679'REMOVABLE DISK SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY
 DO4679'A SIX-INCH PVC PIPE BACKFILLED WITH WASHED SAND.
 DO4679
 DO4679                          STATION RECOVERY (2012)
 DO4679
 DO4679'RECOVERY NOTE BY MN DEPT OF TRANSP 2012 (JXG)
 DO4679'4.05 MILES NORTH OF SLEEPY EYE, 1.0 MILES NORTH ALONG TRUNK HIGHWAY 4
 DO4679'FROM JUNCTION OF TRUNK HIGHWAY 4 AND TRUNK HIGHWAY 68 (JUNCTION IS 3.0
 DO4679'MILES NORTH OF SLEEPY EYE), AT TRUNK HIGHWAY 4 MILEPOINT 67.0, 54.8
 DO4679'FEET EAST OF TRUNK HIGHWAY 4, 24.6 FEET EAST OF MILEPOST NUMBER 67,
 DO4679'1.5 FEET NORTH OF WITNESS POST.
 DO4679
 DO4679                          STATION RECOVERY (2013)
 DO4679
 DO4679'RECOVERY NOTE BY MN DEPT OF TRANSP 2013 (MAS)
 DO4679'RECOVERED IN GOOD CONDITION.
 DO4679
 DO4679                          STATION RECOVERY (2024)
 DO4679
 DO4679'RECOVERY NOTE BY MN DEPT OF TRANSP 2024 (KMS)
 DO4679'4.05 MI (6.52 KM) NORTH OF SLEEPY EYE, 1.0 MI (1.6 KM) NORTH ALONG
 DO4679'TRUNK HIGHWAY 4 FROM THE JUNCTION OF TRUNK HIGHWAY 4 AND TRUNK HIGHWAY
 DO4679'68 (THE JUNCTION IS 3.0 MI (4.8 KM) NORTH OF SLEEPY EYE), AT TRUNK
 DO4679'HIGHWAY 4 MILE POINT 67.0, 54.8 FT (16.7 M) EAST OF TRUNK HIGHWAY 4,
 DO4679'24.6 FT (7.5 M) EAST OF MILEPOST NUMBER 67, 1.5 FT (0.5 M) NORTH OF A
 DO4679'WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DP6110 ***********************************************************************
 DP6110  DESIGNATION -  0802 E
 DP6110  PID         -  DP6110
 DP6110  STATE/COUNTY-  MN/BROWN
 DP6110  COUNTRY     -  US
 DP6110  USGS QUAD   -  SLEEPY EYE NW (2019)
 DP6110
 DP6110                         *CURRENT SURVEY CONTROL
 DP6110  ______________________________________________________________________
 DP6110* NAD 83(1986) POSITION- 44 23 54.48   (N) 094 43 31.69   (W)   HD_HELD1
 DP6110* NAVD 88 ORTHO HEIGHT -   303.882 (meters)      996.99  (feet) ADJUSTED
 DP6110  ______________________________________________________________________
 DP6110  GEOID HEIGHT    -        -27.902 (meters)                     GEOID18
 DP6110  DYNAMIC HEIGHT  -        303.836 (meters)      996.84  (feet) COMP
 DP6110  MODELED GRAVITY -    980,457.8   (mgal)                       NAVD 88
 DP6110
 DP6110  VERT ORDER      -  SECOND    CLASS I
 DP6110
 DP6110.The horizontal coordinates were determined by differentially corrected
 DP6110.hand held GPS observations or other comparable positioning techniques
 DP6110.and have an estimated accuracy of +/- 3 meters.
 DP6110
 DP6110.The orthometric height was determined by differential leveling and
 DP6110.adjusted by the NATIONAL GEODETIC SURVEY
 DP6110.in June 2015.
 DP6110
 DP6110.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP6110.GEOID18 height accuracy estimate available here.
 DP6110
 DP6110.Click photographs - Photos may exist for this station.
 DP6110
 DP6110.The dynamic height is computed by dividing the NAVD 88
 DP6110.geopotential number by the normal gravity value computed on the
 DP6110.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP6110.degrees latitude (g = 980.6199 gals.).
 DP6110
 DP6110.The modeled gravity was interpolated from observed gravity values.
 DP6110
 DP6110;                    North         East    Units  Estimated Accuracy
 DP6110;SPC MN S     -   255,641.8     742,208.9     MT  (+/- 3 meters HH1 GPS) 
 DP6110
 DP6110_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUK6259017579(NAD 83)
 DP6110
 DP6110                          SUPERSEDED SURVEY CONTROL
 DP6110
 DP6110.No superseded survey control is available for this station.
 DP6110
 DP6110_MARKER: I = METAL ROD
 DP6110_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DP6110_STAMPING: 0802 E 2013
 DP6110_MARK LOGO: MNDT
 DP6110_PROJECTION: FLUSH
 DP6110_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DP6110_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DP6110_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP6110+SATELLITE: SATELLITE OBSERVATIONS - April 11, 2024
 DP6110_ROD/PIPE-DEPTH: 8.8 meters
 DP6110
 DP6110  HISTORY     - Date     Condition        Report By
 DP6110  HISTORY     - 20130814 MONUMENTED       MNDT
 DP6110  HISTORY     - 20240411 GOOD             MNDT
 DP6110
 DP6110                          STATION DESCRIPTION
 DP6110
 DP6110'DESCRIBED BY MN DEPT OF TRANSP 2013
 DP6110'THE STATION IS LOCATED ABOUT 7.9 MI (12.7 KM) NORTHWEST OF ESSIG, 7.0
 DP6110'MI (11.3 KM) NORTH OF SLEEPY EYE AND 6.5 MI (10.5 KM) EAST-NORTHEAST
 DP6110'OF EVAN.
 DP6110'
 DP6110'TO REACH THE MARK GO 3.95 MI (6.4 KM) NORTH ALONG TRUNK HIGHWAY 4 FROM
 DP6110'THE JUNCTION OF TRUNK HIGHWAY 4 AND TRUNK HIGHWAY 68 (JUNCTION IS 3 MI
 DP6110'(4.8 KM) NORTH OF SLEEPY EYE), AT TRUNK HIGHWAY 4 MILE POINT 70.0.
 DP6110'
 DP6110'THE MARK IS LOCATED 62.9 FT (19.2 M) NORTHEAST OF TRUNK HIGHWAY 4,
 DP6110'45.4 FT (13.8 M) SOUTH OF 270TH AVENUE, 1.5 FT (0.5 M) WEST OF A
 DP6110'WITNESS POST.
 DP6110'
 DP6110'NOTE - THE STATION MARK CONSISTS OF A 3/4 INCH (19 MM) DIAMETER
 DP6110'ALUMINUM ROD DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL MARK
 DP6110'REMOVABLE DISK SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY
 DP6110'A SIX-INCH PVC PIPE BACKFILLED WITH WASHED SAND.
 DP6110
 DP6110                          STATION RECOVERY (2024)
 DP6110
 DP6110'RECOVERY NOTE BY MN DEPT OF TRANSP 2024 (KMS)
 DP6110'6.9 MI (11.1 KM) NORTH OF SLEEPY EYE, 3.95 MI (6.36 KM) NORTH ALONG
 DP6110'TRUNK HIGHWAY 4 FROM THE JUNCTION OF TRUNK HIGHWAY 4 AND TRUNK HIGHWAY
 DP6110'68 (THE JUNCTION IS 3.0 MI (4.8 KM) NORTH OF SLEEPY EYE), AT TRUNK
 DP6110'HIGHWAY 4 MILE POINT 70.0, 62.9 FT (19.2 M) NORTHEAST OF TRUNK HIGHWAY
 DP6110'4, 45.4 FT (13.8 M) SOUTH OF 270TH AVENUE, 1.5 FT (0.5 M) WEST OF A
 DP6110'WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DP4112 ***********************************************************************
 DP4112  DESIGNATION -  0802 F
 DP4112  PID         -  DP4112
 DP4112  STATE/COUNTY-  MN/BROWN
 DP4112  COUNTRY     -  US
 DP4112  USGS QUAD   -  SLEEPY EYE NW (2019)
 DP4112
 DP4112                         *CURRENT SURVEY CONTROL
 DP4112  ______________________________________________________________________
 DP4112* NAD 83(2011) POSITION- 44 24 45.58137(N) 094 43 49.94662(W)   ADJUSTED
 DP4112* NAD 83(2011) ELLIP HT-   273.523 (meters)        (07/21/14)   ADJUSTED
 DP4112* NAD 83(2011) EPOCH   -  2010.00
 DP4112* NAVD 88 ORTHO HEIGHT -   301.407 (meters)      988.87  (feet) ADJUSTED
 DP4112  ______________________________________________________________________
 DP4112  GEOID HEIGHT    -        -27.891 (meters)                     GEOID18
 DP4112  NAD 83(2011) X  -   -376,367.220 (meters)                     COMP
 DP4112  NAD 83(2011) Y  - -4,548,154.847 (meters)                     COMP
 DP4112  NAD 83(2011) Z  -  4,441,152.218 (meters)                     COMP
 DP4112  LAPLACE CORR    -         -1.60  (seconds)                    DEFLEC18
 DP4112  DYNAMIC HEIGHT  -        301.362 (meters)      988.72  (feet) COMP
 DP4112  MODELED GRAVITY -    980,459.1   (mgal)                       NAVD 88
 DP4112
 DP4112  VERT ORDER      -  SECOND    CLASS I
 DP4112
 DP4112  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DP4112  Standards:
 DP4112         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DP4112            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DP4112  -------------------------------------------------------------------
 DP4112  NETWORK    1.47   1.51           0.69   0.46   0.77      0.13683369
 DP4112  -------------------------------------------------------------------
 DP4112  Click here for local accuracies and other accuracy information.
 DP4112
 DP4112.The horizontal coordinates were established by GPS observations
 DP4112.and adjusted by the MN DEPT OF TRANSP in July 2014.
 DP4112
 DP4112.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DP4112.been affixed to the stable North American tectonic plate. See 
 DP4112.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DP4112
 DP4112.The horizontal coordinates are valid at the epoch date displayed above
 DP4112.which is a decimal equivalence of Year/Month/Day.
 DP4112
 DP4112.The orthometric height was determined by differential leveling and
 DP4112.adjusted by the NATIONAL GEODETIC SURVEY
 DP4112.in June 2015.
 DP4112
 DP4112.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP4112.GEOID18 height accuracy estimate available here.
 DP4112
 DP4112.Click photographs - Photos may exist for this station.
 DP4112
 DP4112.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DP4112
 DP4112.The Laplace correction was computed from DEFLEC18 derived deflections.
 DP4112
 DP4112.The ellipsoidal height was determined by GPS observations
 DP4112.and is referenced to NAD 83.
 DP4112
 DP4112.The dynamic height is computed by dividing the NAVD 88
 DP4112.geopotential number by the normal gravity value computed on the
 DP4112.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP4112.degrees latitude (g = 980.6199 gals.).
 DP4112
 DP4112.The modeled gravity was interpolated from observed gravity values.
 DP4112
 DP4112. The following values were computed from the NAD 83(2011) position.
 DP4112
 DP4112;                    North         East     Units Scale Factor Converg.
 DP4112;SPC MN S     -   257,222.545   741,818.991   MT  0.99992324   -0 30 43.4
 DP4112;SPC MN S     -   843,904.30  2,433,784.47   sFT  0.99992324   -0 30 43.4
 DP4112;UTM  15      - 4,919,164.266   362,220.226   MT  0.99983346   -1 12 40.5
 DP4112
 DP4112!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DP4112!SPC MN S     -   0.99995711  x   0.99992324  =   0.99988036
 DP4112!UTM  15      -   0.99995711  x   0.99983346  =   0.99979058
 DP4112
 DP4112_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUK6222019164(NAD 83)
 DP4112
 DP4112                          SUPERSEDED SURVEY CONTROL
 DP4112
 DP4112.No superseded survey control is available for this station.
 DP4112
 DP4112_MARKER: I = METAL ROD
 DP4112_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DP4112_STAMPING: 0802 F 2013
 DP4112_MARK LOGO: MNDT
 DP4112_PROJECTION: FLUSH
 DP4112_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DP4112_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DP4112_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP4112+SATELLITE: SATELLITE OBSERVATIONS - April 11, 2024
 DP4112_ROD/PIPE-DEPTH: 8.8 meters
 DP4112
 DP4112  HISTORY     - Date     Condition        Report By
 DP4112  HISTORY     - 20130814 MONUMENTED       MNDT
 DP4112  HISTORY     - 20140205 GOOD             MNDT
 DP4112  HISTORY     - 20240411 GOOD             MNDT
 DP4112
 DP4112                          STATION DESCRIPTION
 DP4112
 DP4112'DESCRIBED BY MN DEPT OF TRANSP 2013
 DP4112'7.9 MILES NORTH OF SLEEPY EYE, 4.95 MILES NORTH ALONG TRUNK HIGHWAY 4
 DP4112'FROM THE JUNCTION OF TRUNK HIGHWAY 4 AND TRUNK HIGHWAY 68 (JUNCTION IS
 DP4112'3 MILES NORTH OF SLEEPY EYE), AT TRUNK HIGHWAY 4 MILEPOINT 71.0, 71.0
 DP4112'FEET WEST OF TRUNK HIGHWAY 4, 134.6 FEET SOUTH OF COUNTY ROAD 30, 3.1
 DP4112'FEET EAST OF RIGHT OF WAY POST, 1.5 FEET EAST OF WITNESS POST.
 DP4112'
 DP4112'THE STATION MARK CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM ROD
 DP4112'DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL MARK REMOVABLE DISK SET
 DP4112'ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH PVC PIPE
 DP4112'BACKFILLED WITH WASHED SAND.
 DP4112
 DP4112                          STATION RECOVERY (2014)
 DP4112
 DP4112'RECOVERY NOTE BY MN DEPT OF TRANSP 2014 (MXM)
 DP4112'RECOVERED IN GOOD CONDITION.
 DP4112
 DP4112                          STATION RECOVERY (2024)
 DP4112
 DP4112'RECOVERY NOTE BY MN DEPT OF TRANSP 2024 (KMS)
 DP4112'7.9 MI (12.7 KM) NORTH OF SLEEPY EYE, 4.95 MI (7.96 KM) NORTH ALONG
 DP4112'TRUNK HIGHWAY 4 FROM THE JUNCTION OF TRUNK HIGHWAY 4 AND TRUNK HIGHWAY
 DP4112'68 (THE JUNCTION IS 3.0 MI (4.8 KM) NORTH OF SLEEPY EYE), AT TRUNK
 DP4112'HIGHWAY 4 MILE POINT 71.0, 71.0 FT (21.6 M) WEST OF TRUNK HIGHWAY 4,
 DP4112'134.6 FT (41.0 M) SOUTH OF COUNTY ROAD 30, 3.1 FT (0.9 M) EAST OF A
 DP4112'RIGHT-OF-WAY POST, 1.5 FT (0.5 M) EAST OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DP6109 ***********************************************************************
 DP6109  DESIGNATION -  0802 G
 DP6109  PID         -  DP6109
 DP6109  STATE/COUNTY-  MN/BROWN
 DP6109  COUNTRY     -  US
 DP6109  USGS QUAD   -  SLEEPY EYE NW (2019)
 DP6109
 DP6109                         *CURRENT SURVEY CONTROL
 DP6109  ______________________________________________________________________
 DP6109* NAD 83(1986) POSITION- 44 25 21.72   (N) 094 43 31.27   (W)   HD_HELD1
 DP6109* NAVD 88 ORTHO HEIGHT -   305.752 (meters)     1003.12  (feet) ADJUSTED
 DP6109  ______________________________________________________________________
 DP6109  GEOID HEIGHT    -        -27.890 (meters)                     GEOID18
 DP6109  DYNAMIC HEIGHT  -        305.706 (meters)     1002.97  (feet) COMP
 DP6109  MODELED GRAVITY -    980,460.0   (mgal)                       NAVD 88
 DP6109
 DP6109  VERT ORDER      -  SECOND    CLASS I
 DP6109
 DP6109.The horizontal coordinates were determined by differentially corrected
 DP6109.hand held GPS observations or other comparable positioning techniques
 DP6109.and have an estimated accuracy of +/- 3 meters.
 DP6109
 DP6109.The orthometric height was determined by differential leveling and
 DP6109.adjusted by the NATIONAL GEODETIC SURVEY
 DP6109.in June 2015.
 DP6109
 DP6109.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP6109.GEOID18 height accuracy estimate available here.
 DP6109
 DP6109.Click photographs - Photos may exist for this station.
 DP6109
 DP6109.The dynamic height is computed by dividing the NAVD 88
 DP6109.geopotential number by the normal gravity value computed on the
 DP6109.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP6109.degrees latitude (g = 980.6199 gals.).
 DP6109
 DP6109.The modeled gravity was interpolated from observed gravity values.
 DP6109
 DP6109;                    North         East    Units  Estimated Accuracy
 DP6109;SPC MN S     -   258,334.2     742,242.1     MT  (+/- 3 meters HH1 GPS) 
 DP6109
 DP6109_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUK6265620270(NAD 83)
 DP6109
 DP6109                          SUPERSEDED SURVEY CONTROL
 DP6109
 DP6109.No superseded survey control is available for this station.
 DP6109
 DP6109_MARKER: I = METAL ROD
 DP6109_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DP6109_STAMPING: 0802 G 2013
 DP6109_MARK LOGO: MNDT
 DP6109_PROJECTION: RECESSED 5 CENTIMETERS
 DP6109_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DP6109_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DP6109_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP6109+SATELLITE: SATELLITE OBSERVATIONS - April 11, 2024
 DP6109_ROD/PIPE-DEPTH: 8.2 meters
 DP6109
 DP6109  HISTORY     - Date     Condition        Report By
 DP6109  HISTORY     - 20130814 MONUMENTED       MNDT
 DP6109  HISTORY     - 20240411 GOOD             MNDT
 DP6109
 DP6109                          STATION DESCRIPTION
 DP6109
 DP6109'DESCRIBED BY MN DEPT OF TRANSP 2013
 DP6109'THE STATION IS LOCATED ABOUT 8.7 MI (14.0 KM) NORTH OF SLEEPY EYE, 7.4
 DP6109'MI (11.9 KM) NORTHEAST OF EVANGELICAL AND 7.4 MI (11.9 KM) SOUTH OF
 DP6109'FAIRFAX.
 DP6109'
 DP6109'TO REACH THE MARK GO 5.75 MI (9.3 KM) NORTH ALONG TRUNK HIGHWAY 4 FROM
 DP6109'THE JUNCTION OF TRUNK HIGHWAY 4 AND TRUNK HIGHWAY 68 (JUNCTION IS 3 MI
 DP6109'(4.8 KM) NORTH OF SLEEPY EYE), AT TRUNK HIGHWAY 4 MILE POINT 71.8.
 DP6109'
 DP6109'THE MARK IS LOCATED 84.7 FT (25.8 M) NORTHWEST OF TRUNK HIGHWAY 4,
 DP6109'32.9 FT (10.0 M) WEST OF 320TH STREET, 5.3 FT (1.6 M) NORTHEAST OF
 DP6109'CABLE BOX NUMBER A 12 17 3, 1.5 FT (0.5 M) SOUTHEAST OF A WITNESS
 DP6109'POST.
 DP6109'
 DP6109'NOTE - THE STATION MARK CONSISTS OF A 3/4 INCH (19 MM) DIAMETER
 DP6109'ALUMINUM ROD DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL MARK
 DP6109'REMOVABLE DISK SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY
 DP6109'A SIX-INCH PVC PIPE BACKFILLED WITH WASHED SAND.
 DP6109
 DP6109                          STATION RECOVERY (2024)
 DP6109
 DP6109'RECOVERY NOTE BY MN DEPT OF TRANSP 2024 (KMS)
 DP6109'8.7 MI (14.0 KM) NORTH OF SLEEPY EYE, 5.75 MI (9.25 KM) NORTH ALONG
 DP6109'TRUNK HIGHWAY 4 FROM THE JUNCTION OF TRUNK HIGHWAY 4 AND TRUNK HIGHWAY
 DP6109'68 (THE JUNCTION IS 3.0 MI (4.8 KM) NORTH OF SLEEPY EYE), AT TRUNK
 DP6109'HIGHWAY 4 MILE POINT 71.8, 84.7 FT (25.8 M) NORTHWEST OF TRUNK HIGHWAY
 DP6109'4, 32.9 FT (10.0 M) WEST OF 320TH STREET, 5.3 FT (1.6 M) NORTHEAST OF
 DP6109'CABLE BOX NUMBER A 12 17 3, 1.5 FT (0.5 M) SOUTHEAST OF A WITNESS
 DP6109'POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DN6914 ***********************************************************************
 DN6914  DESIGNATION -  0803 A
 DN6914  PID         -  DN6914
 DN6914  STATE/COUNTY-  MN/BROWN
 DN6914  COUNTRY     -  US
 DN6914  USGS QUAD   -  SLEEPY EYE (2019)
 DN6914
 DN6914                         *CURRENT SURVEY CONTROL
 DN6914  ______________________________________________________________________
 DN6914* NAD 83(2011) POSITION- 44 17 50.50321(N) 094 43 33.66909(W)   ADJUSTED
 DN6914* NAD 83(2011) ELLIP HT-   283.966 (meters)        (08/29/14)   ADJUSTED
 DN6914* NAD 83(2011) EPOCH   -  2010.00
 DN6914* NAVD 88 ORTHO HEIGHT -   311.909 (meters)     1023.32  (feet) ADJUSTED
 DN6914  ______________________________________________________________________
 DN6914  GEOID HEIGHT    -        -27.950 (meters)                     GEOID18
 DN6914  NAD 83(2011) X  -   -376,746.913 (meters)                     COMP
 DN6914  NAD 83(2011) Y  - -4,557,118.798 (meters)                     COMP
 DN6914  NAD 83(2011) Z  -  4,431,998.271 (meters)                     COMP
 DN6914  LAPLACE CORR    -         -1.81  (seconds)                    DEFLEC18
 DN6914  DYNAMIC HEIGHT  -        311.858 (meters)     1023.15  (feet) COMP
 DN6914  MODELED GRAVITY -    980,446.6   (mgal)                       NAVD 88
 DN6914
 DN6914  VERT ORDER      -  SECOND    CLASS I
 DN6914
 DN6914  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DN6914  Standards:
 DN6914         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DN6914            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DN6914  -------------------------------------------------------------------
 DN6914  NETWORK    0.46   0.71           0.21   0.16   0.36      0.03856995
 DN6914  -------------------------------------------------------------------
 DN6914  Click here for local accuracies and other accuracy information.
 DN6914
 DN6914.The horizontal coordinates were established by GPS observations
 DN6914.and adjusted by the MN DEPT OF TRANSP in August 2014.
 DN6914
 DN6914.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DN6914.been affixed to the stable North American tectonic plate. See 
 DN6914.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DN6914
 DN6914.The horizontal coordinates are valid at the epoch date displayed above
 DN6914.which is a decimal equivalence of Year/Month/Day.
 DN6914
 DN6914.The orthometric height was determined by differential leveling and
 DN6914.adjusted by the NATIONAL GEODETIC SURVEY
 DN6914.in May 2013.
 DN6914
 DN6914.Significant digits in the geoid height do not necessarily reflect accuracy.
 DN6914.GEOID18 height accuracy estimate available here.
 DN6914
 DN6914.Click photographs - Photos may exist for this station.
 DN6914
 DN6914.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DN6914
 DN6914.The Laplace correction was computed from DEFLEC18 derived deflections.
 DN6914
 DN6914.The ellipsoidal height was determined by GPS observations
 DN6914.and is referenced to NAD 83.
 DN6914
 DN6914.The dynamic height is computed by dividing the NAVD 88
 DN6914.geopotential number by the normal gravity value computed on the
 DN6914.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN6914.degrees latitude (g = 980.6199 gals.).
 DN6914
 DN6914.The modeled gravity was interpolated from observed gravity values.
 DN6914
 DN6914. The following values were computed from the NAD 83(2011) position.
 DN6914
 DN6914;                    North         East     Units Scale Factor Converg.
 DN6914;SPC MN S     -   244,408.813   742,065.298   MT  0.99992836   -0 30 32.0
 DN6914;SPC MN S     -   801,864.58  2,434,592.57   sFT  0.99992836   -0 30 32.0
 DN6914;UTM  15      - 4,906,349.665   362,310.417   MT  0.99983316   -1 12 20.2
 DN6914
 DN6914!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DN6914!SPC MN S     -   0.99995548  x   0.99992836  =   0.99988384
 DN6914!UTM  15      -   0.99995548  x   0.99983316  =   0.99978864
 DN6914
 DN6914_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUK6231006349(NAD 83)
 DN6914
 DN6914                          SUPERSEDED SURVEY CONTROL
 DN6914
 DN6914.No superseded survey control is available for this station.
 DN6914
 DN6914_MARKER: I = METAL ROD
 DN6914_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DN6914_STAMPING: 0803 A 2009
 DN6914_MARK LOGO: MNDT
 DN6914_PROJECTION: RECESSED 5 CENTIMETERS
 DN6914_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DN6914_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DN6914_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DN6914+SATELLITE: SATELLITE OBSERVATIONS - April 09, 2024
 DN6914_ROD/PIPE-DEPTH: 10.7 meters
 DN6914
 DN6914  HISTORY     - Date     Condition        Report By
 DN6914  HISTORY     - 20090715 MONUMENTED       MNDT
 DN6914  HISTORY     - 20110726 GOOD             MNDT
 DN6914  HISTORY     - 20120207 GOOD             MNDT
 DN6914  HISTORY     - 20150506 GOOD             MNDT
 DN6914  HISTORY     - 20150722 GOOD             MNDT
 DN6914  HISTORY     - 20200211 GOOD             MNDT
 DN6914  HISTORY     - 20240409 GOOD             MNDT
 DN6914
 DN6914                          STATION DESCRIPTION
 DN6914
 DN6914'DESCRIBED BY MN DEPT OF TRANSP 2009
 DN6914'THE MARK IS IN SLEEPY EYE.
 DN6914'
 DN6914'TO REACH THE MARK AT THE JUNCTION OF TRUNK HIGHWAY 14 AND TRUNK
 DN6914'HIGHWAY 4/TRUNK HIGHWAY 68 IN SLEEPY EYE, AT TRUNK HIGHWAY 14 MILE
 DN6914'POINT 89.05.
 DN6914'
 DN6914'IT IS 40.8 FT (12.4 M) NORTH OF TRUNK HIGHWAY 14, 60 FT (18.3 M) WEST
 DN6914'OF TRUNK HIGHWAY 4/TRUNK HIGHWAY 68, 15.8 FT (4.8 M) SOUTH OF THE
 DN6914'SOUTHEAST CORNER OF BRICK AMERICAN BANK SIGN.
 DN6914'
 DN6914'NOTE - THE STATION MARK CONSISTS OF A 3/4 INCH (19 MM) DIAMETER
 DN6914'ALUMINUM ROD DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL MARK
 DN6914'REMOVABLE DISK SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY
 DN6914'A SIX-INCH PVC PIPE BACKFILLED WITH WASHED SAND.
 DN6914
 DN6914                          STATION RECOVERY (2011)
 DN6914
 DN6914'RECOVERY NOTE BY MN DEPT OF TRANSP 2011 (KMS)
 DN6914'RECOVERED AS DESCRIBED.
 DN6914
 DN6914                          STATION RECOVERY (2012)
 DN6914
 DN6914'RECOVERY NOTE BY MN DEPT OF TRANSP 2012 (BXS)
 DN6914'IN SLEEPY EYE, AT JUNCTION OF TRUNK HIGHWAY 14 AND TRUNK HIGHWAY
 DN6914'4/TRUNK HIGHWAY 68 IN SLEEPY EYE, AT TRUNK HIGHWAY 14 MILEPOINT 89.05,
 DN6914'40.8 FEET NORTH OF TRUNK HIGHWAY 14, 60.0 FEET WEST OF TRUNK HIGHWAY
 DN6914'4/TRUNK HIGHWAY 68, 15.8 FEET SOUTH OF SOUTHEAST CORNER OF BRICK
 DN6914'AMERICAN BANK SIGN.
 DN6914
 DN6914                          STATION RECOVERY (2015)
 DN6914
 DN6914'RECOVERY NOTE BY MN DEPT OF TRANSP 2015 (MAS)
 DN6914'RECOVERED AS DESCRIBED.
 DN6914'
 DN6914'NOTE - THE STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM
 DN6914'ROD DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION REMOVABLE
 DN6914'DISK SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH
 DN6914'PVC PIPE BACK FILLED WITH WASHED SAND.
 DN6914
 DN6914                          STATION RECOVERY (2015)
 DN6914
 DN6914'RECOVERY NOTE BY MN DEPT OF TRANSP 2015 (BXB)
 DN6914'IN SLEEPY EYE, AT JUNCTION OF TRUNK HIGHWAY 14 AND TRUNK HIGHWAY
 DN6914'4/TRUNK HIGHWAY 68 IN SLEEPY EYE, AT TRUNK HIGHWAY 14 MILEPOINT 89.05,
 DN6914'40.8 FEET NORTH OF TRUNK HIGHWAY 14, 60 FEET WEST OF TRUNK HIGHWAY
 DN6914'4/TRUNK HIGHWAY 68, 15.8 FEET SOUTH OF SOUTHEAST CORNER OF BRICK BANK
 DN6914'SIGN.
 DN6914
 DN6914                          STATION RECOVERY (2020)
 DN6914
 DN6914'RECOVERY NOTE BY MN DEPT OF TRANSP 2020 (SXL)
 DN6914'RECOVERED AS DESCRIBED.
 DN6914
 DN6914                          STATION RECOVERY (2024)
 DN6914
 DN6914'RECOVERY NOTE BY MN DEPT OF TRANSP 2024 (KMS)
 DN6914'IN SLEEPY EYE, AT THE JUNCTION OF TRUNK HIGHWAY 14 AND TRUNK HIGHWAY 4
 DN6914'IN SLEEPY EYE, AT TRUNK HIGHWAY 14 MILE POINT 89.05, 40.8 FT (12.4 M)
 DN6914'NORTH OF TRUNK HIGHWAY 14, 60.0 FT (18.3 M) WEST OF TRUNK HIGHWAY 4,
 DN6914'15.8 FT (4.8 M) SOUTH OF THE SOUTHEAST CORNER OF A BRICK BANK SIGN.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DN6912 ***********************************************************************
 DN6912  DESIGNATION -  0803 B
 DN6912  PID         -  DN6912
 DN6912  STATE/COUNTY-  MN/BROWN
 DN6912  COUNTRY     -  US
 DN6912  USGS QUAD   -  SLEEPY EYE (2019)
 DN6912
 DN6912                         *CURRENT SURVEY CONTROL
 DN6912  ______________________________________________________________________
 DN6912* NAD 83(1986) POSITION- 44 17 10.59   (N) 094 44 44.91   (W)   HD_HELD1
 DN6912* NAVD 88 ORTHO HEIGHT -   307.769 (meters)     1009.74  (feet) ADJUSTED
 DN6912  ______________________________________________________________________
 DN6912  GEOID HEIGHT    -        -27.936 (meters)                     GEOID18
 DN6912  DYNAMIC HEIGHT  -        307.718 (meters)     1009.57  (feet) COMP
 DN6912  MODELED GRAVITY -    980,445.4   (mgal)                       NAVD 88
 DN6912
 DN6912  VERT ORDER      -  SECOND    CLASS I
 DN6912
 DN6912.The horizontal coordinates were determined by differentially corrected
 DN6912.hand held GPS observations or other comparable positioning techniques
 DN6912.and have an estimated accuracy of +/- 3 meters.
 DN6912
 DN6912.The orthometric height was determined by differential leveling and
 DN6912.adjusted by the NATIONAL GEODETIC SURVEY
 DN6912.in May 2013.
 DN6912
 DN6912.Significant digits in the geoid height do not necessarily reflect accuracy.
 DN6912.GEOID18 height accuracy estimate available here.
 DN6912
 DN6912.Click photographs - Photos may exist for this station.
 DN6912
 DN6912.The dynamic height is computed by dividing the NAVD 88
 DN6912.geopotential number by the normal gravity value computed on the
 DN6912.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN6912.degrees latitude (g = 980.6199 gals.).
 DN6912
 DN6912.The modeled gravity was interpolated from observed gravity values.
 DN6912
 DN6912;                    North         East    Units  Estimated Accuracy
 DN6912;SPC MN S     -   243,191.2     740,475.0     MT  (+/- 3 meters HH1 GPS) 
 DN6912
 DN6912_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUK6070505151(NAD 83)
 DN6912
 DN6912                          SUPERSEDED SURVEY CONTROL
 DN6912
 DN6912.No superseded survey control is available for this station.
 DN6912
 DN6912_MARKER: DV = VERTICAL CONTROL DISK
 DN6912_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DN6912_SP_SET: BRIDGE PARAPET
 DN6912_STAMPING: 0803 B 1992
 DN6912_MARK LOGO: MNDT
 DN6912_MAGNETIC: N = NO MAGNETIC MATERIAL
 DN6912_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DN6912_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DN6912+SATELLITE: SATELLITE OBSERVATIONS - April 10, 2024
 DN6912
 DN6912  HISTORY     - Date     Condition        Report By
 DN6912  HISTORY     - 19920401 MONUMENTED       MNDT
 DN6912  HISTORY     - 20090715 GOOD             MNDT
 DN6912  HISTORY     - 20191015 GOOD             MNDT
 DN6912  HISTORY     - 20240410 GOOD             MNDT
 DN6912
 DN6912                          STATION DESCRIPTION
 DN6912
 DN6912'DESCRIBED BY MN DEPT OF TRANSP 2009 (JBG)
 DN6912'THE MARK IS 1.2 MI (1.9 KM) SOUTHWEST OF SLEEPY EYE.
 DN6912'
 DN6912'TO REACH THE MARK IN RAIL IN SOUTHEAST CORNER OF TRUNK HIGHWAY 14
 DN6912'BRIDGE NUMBER 08002 OVER DITCH, 1.6 MI (2.6 KM) WEST AND SOUTH ALONG
 DN6912'TRUNK HIGHWAY 14 FROM THE JUNCTION OF TRUNK HIGHWAY 14 AND TRUNK
 DN6912'HIGHWAY 4/TRUNK HIGHWAY 68 IN SLEEPY EYE, AT TRUNK HIGHWAY 14 MILE
 DN6912'POINT 87.45.
 DN6912'
 DN6912'IT IS 25.0 FT (7.6 M) EAST OF TRUNK HIGHWAY 14.
 DN6912
 DN6912                          STATION RECOVERY (2019)
 DN6912
 DN6912'RECOVERY NOTE BY MN DEPT OF TRANSP 2019 (KMS)
 DN6912'RECOVERED IN GOOD CONDITION.
 DN6912
 DN6912                          STATION RECOVERY (2024)
 DN6912
 DN6912'RECOVERY NOTE BY MN DEPT OF TRANSP 2024 (TJD)
 DN6912'1.2 MI (1.9 KM) SOUTHWEST OF SLEEPY EYE, IN A RAIL IN THE SOUTHEAST
 DN6912'CORNER OF TRUNK HIGHWAY 14 BRIDGE NUMBER 08002 OVER A DITCH, 1.6 MI
 DN6912'(2.6 KM) WEST AND SOUTH ALONG TRUNK HIGHWAY 14 FROM THE JUNCTION OF
 DN6912'TRUNK HIGHWAY 14 AND TRUNK HIGHWAY 4/TRUNK HIGHWAY 68 IN SLEEPY EYE,
 DN6912'AT TRUNK HIGHWAY 14 MILE POINT 87.45, 25.0 FT (7.6 M) EAST OF TRUNK
 DN6912'HIGHWAY 14.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DN6910 ***********************************************************************
 DN6910  DESIGNATION -  0803 C
 DN6910  PID         -  DN6910
 DN6910  STATE/COUNTY-  MN/BROWN
 DN6910  COUNTRY     -  US
 DN6910  USGS QUAD   -  EVAN (2019)
 DN6910
 DN6910                         *CURRENT SURVEY CONTROL
 DN6910  ______________________________________________________________________
 DN6910* NAD 83(2011) POSITION- 44 16 58.23818(N) 094 45 58.01067(W)   ADJUSTED
 DN6910* NAD 83(2011) ELLIP HT-   282.901 (meters)        (04/02/20)   ADJUSTED
 DN6910* NAD 83(2011) EPOCH   -  2010.00
 DN6910* NAVD 88 ORTHO HEIGHT -   310.820 (meters)     1019.75  (feet) ADJUSTED
 DN6910  ______________________________________________________________________
 DN6910  GEOID HEIGHT    -        -27.918 (meters)                     GEOID18
 DN6910  NAD 83(2011) X  -   -380,029.376 (meters)                     COMP
 DN6910  NAD 83(2011) Y  - -4,557,975.930 (meters)                     COMP
 DN6910  NAD 83(2011) Z  -  4,430,842.714 (meters)                     COMP
 DN6910  LAPLACE CORR    -         -2.36  (seconds)                    DEFLEC18
 DN6910  DYNAMIC HEIGHT  -        310.768 (meters)     1019.58  (feet) COMP
 DN6910  MODELED GRAVITY -    980,444.9   (mgal)                       NAVD 88
 DN6910
 DN6910  VERT ORDER      -  SECOND    CLASS I
 DN6910
 DN6910  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DN6910  Standards:
 DN6910         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DN6910            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DN6910  -------------------------------------------------------------------
 DN6910  NETWORK    0.80   1.08           0.36   0.28   0.55      0.12231739
 DN6910  -------------------------------------------------------------------
 DN6910  Click here for local accuracies and other accuracy information.
 DN6910
 DN6910.The horizontal coordinates were established by GPS observations
 DN6910.and adjusted by the MN DEPT OF TRANSP in April 2020.
 DN6910
 DN6910.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DN6910.been affixed to the stable North American tectonic plate. See 
 DN6910.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DN6910
 DN6910.The horizontal coordinates are valid at the epoch date displayed above
 DN6910.which is a decimal equivalence of Year/Month/Day.
 DN6910
 DN6910.The orthometric height was determined by differential leveling and
 DN6910.adjusted by the NATIONAL GEODETIC SURVEY
 DN6910.in May 2013.
 DN6910
 DN6910.Significant digits in the geoid height do not necessarily reflect accuracy.
 DN6910.GEOID18 height accuracy estimate available here.
 DN6910
 DN6910.Click photographs - Photos may exist for this station.
 DN6910
 DN6910.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DN6910
 DN6910.The Laplace correction was computed from DEFLEC18 derived deflections.
 DN6910
 DN6910.The ellipsoidal height was determined by GPS observations
 DN6910.and is referenced to NAD 83.
 DN6910
 DN6910.The dynamic height is computed by dividing the NAVD 88
 DN6910.geopotential number by the normal gravity value computed on the
 DN6910.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN6910.degrees latitude (g = 980.6199 gals.).
 DN6910
 DN6910.The modeled gravity was interpolated from observed gravity values.
 DN6910
 DN6910. The following values were computed from the NAD 83(2011) position.
 DN6910
 DN6910;                    North         East     Units Scale Factor Converg.
 DN6910;SPC MN S     -   242,824.983   738,850.790   MT  0.99992929   -0 32 13.2
 DN6910;SPC MN S     -   796,668.30  2,424,046.30   sFT  0.99992929   -0 32 13.2
 DN6910;UTM  15      - 4,904,805.169   359,077.184   MT  0.99984424   -1 13 59.9
 DN6910
 DN6910!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DN6910!SPC MN S     -   0.99995564  x   0.99992929  =   0.99988494
 DN6910!UTM  15      -   0.99995564  x   0.99984424  =   0.99979989
 DN6910
 DN6910_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUK5907704805(NAD 83)
 DN6910
 DN6910                          SUPERSEDED SURVEY CONTROL
 DN6910
 DN6910.No superseded survey control is available for this station.
 DN6910
 DN6910_MARKER: I = METAL ROD
 DN6910_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DN6910_STAMPING: 0803 C 2009
 DN6910_MARK LOGO: MNDT
 DN6910_PROJECTION: RECESSED 3 CENTIMETERS
 DN6910_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DN6910_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DN6910_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DN6910+SATELLITE: SATELLITE OBSERVATIONS - April 10, 2024
 DN6910_ROD/PIPE-DEPTH: 6.1 meters
 DN6910
 DN6910  HISTORY     - Date     Condition        Report By
 DN6910  HISTORY     - 20090715 MONUMENTED       MNDT
 DN6910  HISTORY     - 20200211 GOOD             MNDT
 DN6910  HISTORY     - 20240410 GOOD             MNDT
 DN6910
 DN6910                          STATION DESCRIPTION
 DN6910
 DN6910'DESCRIBED BY MN DEPT OF TRANSP 2009
 DN6910'THE MARK IS 2.2 MI (3.5 KM) SOUTHWEST OF SLEEPY EYE.
 DN6910'
 DN6910'TO REACH THE MARK GO 2.75 MI (4.4 KM) SOUTHWEST AND WEST ALONG TRUNK
 DN6910'HIGHWAY 14 FROM THE JUNCTION OF TRUNK HIGHWAY 14 AND TRUNK HIGHWAY
 DN6910'4/TRUNK HIGHWAY 68 IN SLEEPY EYE, AT TRUNK HIGHWAY 14 MILE POINT
 DN6910'86.35.
 DN6910'
 DN6910'IT IS 38.9 FT (11.9 M) NORTH OF TRUNK HIGHWAY 14, 3.1 FT (0.9 M)
 DN6910'SOUTHEAST OF WOODEN POST, IN THE CENTER OF DOUBLE FIELD ENTRANCE, 1.2
 DN6910'FT (0.4 M) SOUTH OF A WITNESS POST.
 DN6910'
 DN6910'NOTE - THE STATION MARK CONSISTS OF A 3/4 INCH (19 MM) DIAMETER
 DN6910'ALUMINUM ROD DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL MARK
 DN6910'REMOVABLE DISK SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY
 DN6910'A SIX-INCH PVC PIPE BACKFILLED WITH WASHED SAND.
 DN6910
 DN6910                          STATION RECOVERY (2020)
 DN6910
 DN6910'RECOVERY NOTE BY MN DEPT OF TRANSP 2020 (TXD)
 DN6910'RECOVERED AS DESCRIBED.
 DN6910
 DN6910                          STATION RECOVERY (2024)
 DN6910
 DN6910'RECOVERY NOTE BY MN DEPT OF TRANSP 2024 (TJD)
 DN6910'2.2 MI (3.5 KM) SOUTHWEST OF SLEEPY EYE, 2.75 MI (4.42 KM) SOUTHWEST
 DN6910'AND WEST ALONG TRUNK HIGHWAY 14 FROM THE JUNCTION OF TRUNK HIGHWAY 14
 DN6910'AND TRUNK HIGHWAY 4/TRUNK HIGHWAY 68 IN SLEEPY EYE, AT TRUNK HIGHWAY
 DN6910'14 MILE POINT 86.35, 38.9 FT (11.9 M) NORTH OF TRUNK HIGHWAY 14, 3.1
 DN6910'FT (0.9 M) SOUTHEAST OF A WOODEN POST, IN THE CENTER OF A DOUBLE FIELD
 DN6910'ENTRANCE, 1.2 FT (0.4 M) SOUTH OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DN6907 ***********************************************************************
 DN6907  DESIGNATION -  0803 D
 DN6907  PID         -  DN6907
 DN6907  STATE/COUNTY-  MN/BROWN
 DN6907  COUNTRY     -  US
 DN6907  USGS QUAD   -  EVAN (2019)
 DN6907
 DN6907                         *CURRENT SURVEY CONTROL
 DN6907  ______________________________________________________________________
 DN6907* NAD 83(2011) POSITION- 44 16 56.40095(N) 094 48 21.92465(W)   ADJUSTED
 DN6907* NAD 83(2011) ELLIP HT-   288.715 (meters)        (04/02/20)   ADJUSTED
 DN6907* NAD 83(2011) EPOCH   -  2010.00
 DN6907* NAVD 88 ORTHO HEIGHT -   316.602 (meters)     1038.72  (feet) ADJUSTED
 DN6907  ______________________________________________________________________
 DN6907  GEOID HEIGHT    -        -27.881 (meters)                     GEOID18
 DN6907  NAD 83(2011) X  -   -383,213.116 (meters)                     COMP
 DN6907  NAD 83(2011) Y  - -4,557,753.272 (meters)                     COMP
 DN6907  NAD 83(2011) Z  -  4,430,806.174 (meters)                     COMP
 DN6907  LAPLACE CORR    -         -2.42  (seconds)                    DEFLEC18
 DN6907  DYNAMIC HEIGHT  -        316.550 (meters)     1038.55  (feet) COMP
 DN6907  MODELED GRAVITY -    980,444.7   (mgal)                       NAVD 88
 DN6907
 DN6907  VERT ORDER      -  SECOND    CLASS I
 DN6907
 DN6907  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DN6907  Standards:
 DN6907         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DN6907            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DN6907  -------------------------------------------------------------------
 DN6907  NETWORK    0.80   1.08           0.36   0.28   0.55      0.10834913
 DN6907  -------------------------------------------------------------------
 DN6907  Click here for local accuracies and other accuracy information.
 DN6907
 DN6907.The horizontal coordinates were established by GPS observations
 DN6907.and adjusted by the MN DEPT OF TRANSP in April 2020.
 DN6907
 DN6907.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DN6907.been affixed to the stable North American tectonic plate. See 
 DN6907.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DN6907
 DN6907.The horizontal coordinates are valid at the epoch date displayed above
 DN6907.which is a decimal equivalence of Year/Month/Day.
 DN6907
 DN6907.The orthometric height was determined by differential leveling and
 DN6907.adjusted by the NATIONAL GEODETIC SURVEY
 DN6907.in May 2013.
 DN6907
 DN6907.Significant digits in the geoid height do not necessarily reflect accuracy.
 DN6907.GEOID18 height accuracy estimate available here.
 DN6907
 DN6907.Click photographs - Photos may exist for this station.
 DN6907
 DN6907.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DN6907
 DN6907.The Laplace correction was computed from DEFLEC18 derived deflections.
 DN6907
 DN6907.The ellipsoidal height was determined by GPS observations
 DN6907.and is referenced to NAD 83.
 DN6907
 DN6907.The dynamic height is computed by dividing the NAVD 88
 DN6907.geopotential number by the normal gravity value computed on the
 DN6907.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN6907.degrees latitude (g = 980.6199 gals.).
 DN6907
 DN6907.The modeled gravity was interpolated from observed gravity values.
 DN6907
 DN6907. The following values were computed from the NAD 83(2011) position.
 DN6907
 DN6907;                    North         East     Units Scale Factor Converg.
 DN6907;SPC MN S     -   242,798.967   735,659.544   MT  0.99992932   -0 33 54.0
 DN6907;SPC MN S     -   796,582.94  2,413,576.35   sFT  0.99992932   -0 33 54.0
 DN6907;UTM  15      - 4,904,817.933   355,886.111   MT  0.99985542   -1 15 40.4
 DN6907
 DN6907!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DN6907!SPC MN S     -   0.99995473  x   0.99992932  =   0.99988405
 DN6907!UTM  15      -   0.99995473  x   0.99985542  =   0.99981016
 DN6907
 DN6907_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUK5588604817(NAD 83)
 DN6907
 DN6907                          SUPERSEDED SURVEY CONTROL
 DN6907
 DN6907.No superseded survey control is available for this station.
 DN6907
 DN6907_MARKER: I = METAL ROD
 DN6907_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DN6907_STAMPING: 0803 D 2009
 DN6907_MARK LOGO: MNDT
 DN6907_PROJECTION: RECESSED 3 CENTIMETERS
 DN6907_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DN6907_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DN6907_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DN6907+SATELLITE: SATELLITE OBSERVATIONS - April 10, 2024
 DN6907_ROD/PIPE-DEPTH: 6.1 meters
 DN6907
 DN6907  HISTORY     - Date     Condition        Report By
 DN6907  HISTORY     - 20090715 MONUMENTED       MNDT
 DN6907  HISTORY     - 20200211 GOOD             MNDT
 DN6907  HISTORY     - 20240410 GOOD             MNDT
 DN6907
 DN6907                          STATION DESCRIPTION
 DN6907
 DN6907'DESCRIBED BY MN DEPT OF TRANSP 2009
 DN6907'THE MARK IS 2.0 MI (3.2 KM) EAST OF COBDEN.
 DN6907'
 DN6907'TO REACH THE MARK GO 2.0 MI (3.2 KM) EAST ALONG TRUNK HIGHWAY 14 FROM
 DN6907'THE JUNCTION OF TRUNK HIGHWAY 14 AND COUNTY ROAD 7 IN COBDEN, AT TRUNK
 DN6907'HIGHWAY 14 MILE POINT 84.30.
 DN6907'
 DN6907'IT IS 98.0 FT (29.9 M) SOUTH OF TRUNK HIGHWAY 14, 48.6 FT (14.8 M)
 DN6907'EAST OF COUNTY ROAD 8, 7.8 FT (2.4 M) NORTH OF POWER POLE WITH GUY
 DN6907'WIRE, 1.4 FT (0.4 M) NORTH OF A WITNESS POST.
 DN6907'
 DN6907'NOTE - THE STATION MARK CONSISTS OF A 3/4 INCH (19 MM) DIAMETER
 DN6907'ALUMINUM ROD DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL MARK
 DN6907'REMOVABLE DISK SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY
 DN6907'A SIX-INCH PVC PIPE BACKFILLED WITH WASHED SAND.
 DN6907
 DN6907                          STATION RECOVERY (2020)
 DN6907
 DN6907'RECOVERY NOTE BY MN DEPT OF TRANSP 2020 (AXJ)
 DN6907'RECOVERED AS DESCRIBED.
 DN6907
 DN6907                          STATION RECOVERY (2024)
 DN6907
 DN6907'RECOVERY NOTE BY MN DEPT OF TRANSP 2024 (TJD)
 DN6907'2.0 MI (3.2 KM) EAST OF COBDEN, 2.0 MI (3.2 KM) EAST ALONG TRUNK
 DN6907'HIGHWAY 14 FROM THE JUNCTION OF TRUNK HIGHWAY 14 AND COUNTY ROAD 7 IN
 DN6907'COBDEN, AT TRUNK HIGHWAY 14 MILE POINT 84.30, 98.0 FT (29.9 M) SOUTH
 DN6907'OF TRUNK HIGHWAY 14, 48.6 FT (14.8 M) EAST OF COUNTY ROAD 8, 7.8 FT
 DN6907'(2.4 M) NORTH OF A POWER POLE WITH A GUY WIRE, 1.4 FT (0.4 M) NORTH OF
 DN6907'A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DN6906 ***********************************************************************
 DN6906  DESIGNATION -  0803 E
 DN6906  PID         -  DN6906
 DN6906  STATE/COUNTY-  MN/BROWN
 DN6906  COUNTRY     -  US
 DN6906  USGS QUAD   -  EVAN (2019)
 DN6906
 DN6906                         *CURRENT SURVEY CONTROL
 DN6906  ______________________________________________________________________
 DN6906* NAD 83(2011) POSITION- 44 16 57.74017(N) 094 49 35.40913(W)   ADJUSTED
 DN6906* NAD 83(2011) ELLIP HT-   288.027 (meters)        (04/02/20)   ADJUSTED
 DN6906* NAD 83(2011) EPOCH   -  2010.00
 DN6906* NAVD 88 ORTHO HEIGHT -   315.891 (meters)     1036.39  (feet) ADJUSTED
 DN6906  ______________________________________________________________________
 DN6906  GEOID HEIGHT    -        -27.861 (meters)                     GEOID18
 DN6906  NAD 83(2011) X  -   -384,834.380 (meters)                     COMP
 DN6906  NAD 83(2011) Y  - -4,557,587.208 (meters)                     COMP
 DN6906  NAD 83(2011) Z  -  4,430,835.288 (meters)                     COMP
 DN6906  LAPLACE CORR    -         -2.45  (seconds)                    DEFLEC18
 DN6906  DYNAMIC HEIGHT  -        315.839 (meters)     1036.22  (feet) COMP
 DN6906  MODELED GRAVITY -    980,444.6   (mgal)                       NAVD 88
 DN6906
 DN6906  VERT ORDER      -  SECOND    CLASS I
 DN6906
 DN6906  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DN6906  Standards:
 DN6906         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DN6906            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DN6906  -------------------------------------------------------------------
 DN6906  NETWORK    0.85   1.12           0.39   0.29   0.57      0.15136282
 DN6906  -------------------------------------------------------------------
 DN6906  Click here for local accuracies and other accuracy information.
 DN6906
 DN6906.The horizontal coordinates were established by GPS observations
 DN6906.and adjusted by the MN DEPT OF TRANSP in April 2020.
 DN6906
 DN6906.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DN6906.been affixed to the stable North American tectonic plate. See 
 DN6906.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DN6906
 DN6906.The horizontal coordinates are valid at the epoch date displayed above
 DN6906.which is a decimal equivalence of Year/Month/Day.
 DN6906
 DN6906.The orthometric height was determined by differential leveling and
 DN6906.adjusted by the NATIONAL GEODETIC SURVEY
 DN6906.in May 2013.
 DN6906
 DN6906.Significant digits in the geoid height do not necessarily reflect accuracy.
 DN6906.GEOID18 height accuracy estimate available here.
 DN6906
 DN6906.Click photographs - Photos may exist for this station.
 DN6906
 DN6906.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DN6906
 DN6906.The Laplace correction was computed from DEFLEC18 derived deflections.
 DN6906
 DN6906.The ellipsoidal height was determined by GPS observations
 DN6906.and is referenced to NAD 83.
 DN6906
 DN6906.The dynamic height is computed by dividing the NAVD 88
 DN6906.geopotential number by the normal gravity value computed on the
 DN6906.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN6906.degrees latitude (g = 980.6199 gals.).
 DN6906
 DN6906.The modeled gravity was interpolated from observed gravity values.
 DN6906
 DN6906. The following values were computed from the NAD 83(2011) position.
 DN6906
 DN6906;                    North         East     Units Scale Factor Converg.
 DN6906;SPC MN S     -   242,856.569   734,030.744   MT  0.99992930   -0 34 45.5
 DN6906;SPC MN S     -   796,771.93  2,408,232.53   sFT  0.99992930   -0 34 45.5
 DN6906;UTM  15      - 4,904,895.315   354,258.247   MT  0.99986123   -1 16 31.8
 DN6906
 DN6906!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DN6906!SPC MN S     -   0.99995484  x   0.99992930  =   0.99988414
 DN6906!UTM  15      -   0.99995484  x   0.99986123  =   0.99981608
 DN6906
 DN6906_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUK5425804895(NAD 83)
 DN6906
 DN6906                          SUPERSEDED SURVEY CONTROL
 DN6906
 DN6906.No superseded survey control is available for this station.
 DN6906
 DN6906_MARKER: I = METAL ROD
 DN6906_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DN6906_STAMPING: 0803 E 2009
 DN6906_MARK LOGO: MNDT
 DN6906_PROJECTION: RECESSED 5 CENTIMETERS
 DN6906_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DN6906_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DN6906_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DN6906+SATELLITE: SATELLITE OBSERVATIONS - April 10, 2024
 DN6906_ROD/PIPE-DEPTH: 5.5 meters
 DN6906
 DN6906  HISTORY     - Date     Condition        Report By
 DN6906  HISTORY     - 20090715 MONUMENTED       MNDT
 DN6906  HISTORY     - 20191017 GOOD             MNDT
 DN6906  HISTORY     - 20200206 GOOD             MNDT
 DN6906  HISTORY     - 20240410 GOOD             MNDT
 DN6906
 DN6906                          STATION DESCRIPTION
 DN6906
 DN6906'DESCRIBED BY MN DEPT OF TRANSP 2009
 DN6906'THE MARK IS 1.0 MI (1.6 KM) EAST OF COBDEN.
 DN6906'
 DN6906'TO REACH THE MARK GO 1.0 MI (1.6 KM) EAST ALONG TRUNK HIGHWAY 14 FROM
 DN6906'THE JUNCTION OF TRUNK HIGHWAY 14 AND COUNTY ROAD 7 IN COBDEN, AT TRUNK
 DN6906'HIGHWAY 14 MILE POINT 83.30.
 DN6906'
 DN6906'IT IS 53.1 FT (16.2 M) NORTH OF TRUNK HIGHWAY 14, 33.8 FT (10.3 M)
 DN6906'WEST OF 320TH AVENUE, 8.6 FT (2.6 M) EAST OF CABLE BOX, 1.3 FT (0.4 M)
 DN6906'EAST OF A WITNESS POST.
 DN6906'
 DN6906'NOTE - THE STATION MARK CONSISTS OF A 3/4 INCH (19 MM) DIAMETER
 DN6906'ALUMINUM ROD DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL MARK
 DN6906'REMOVABLE DISK SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY
 DN6906'A SIX-INCH PVC PIPE BACKFILLED WITH WASHED SAND.
 DN6906
 DN6906                          STATION RECOVERY (2019)
 DN6906
 DN6906'RECOVERY NOTE BY MN DEPT OF TRANSP 2019 (MPP)
 DN6906'1.0 MI (1.6 KM) EAST OF COBDEN, 1.0 MI (1.6 KM) EAST ALONG TRUNK
 DN6906'HIGHWAY 14 FROM THE JUNCTION OF TRUNK HIGHWAY 14 AND COUNTY ROAD 7 IN
 DN6906'COBDEN, AT TRUNK HIGHWAY 14 MILE POINT 83.30, 53.1 FT (16.2 M) NORTH
 DN6906'OF TRUNK HIGHWAY 14, 33.8 FT (10.3 M) WEST OF 320TH AVENUE, 8.6 FT
 DN6906'(2.6 M) EAST OF A CABLE BOX, 1.3 FT (0.4 M) EAST OF A WITNESS POST.
 DN6906
 DN6906                          STATION RECOVERY (2020)
 DN6906
 DN6906'RECOVERY NOTE BY MN DEPT OF TRANSP 2020 (RXJ)
 DN6906'RECOVERED AS DESCRIBED.
 DN6906
 DN6906                          STATION RECOVERY (2024)
 DN6906
 DN6906'RECOVERY NOTE BY MN DEPT OF TRANSP 2024 (TJD)
 DN6906'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DN6902 ***********************************************************************
 DN6902  DESIGNATION -  0803 F
 DN6902  PID         -  DN6902
 DN6902  STATE/COUNTY-  MN/BROWN
 DN6902  COUNTRY     -  US
 DN6902  USGS QUAD   -  EVAN (2019)
 DN6902
 DN6902                         *CURRENT SURVEY CONTROL
 DN6902  ______________________________________________________________________
 DN6902* NAD 83(1986) POSITION- 44 16 56.34   (N) 094 51 42.32   (W)   HD_HELD1
 DN6902* NAVD 88 ORTHO HEIGHT -   307.543 (meters)     1009.00  (feet) ADJUSTED
 DN6902  ______________________________________________________________________
 DN6902  GEOID HEIGHT    -        -27.825 (meters)                     GEOID18
 DN6902  DYNAMIC HEIGHT  -        307.492 (meters)     1008.83  (feet) COMP
 DN6902  MODELED GRAVITY -    980,444.3   (mgal)                       NAVD 88
 DN6902
 DN6902  VERT ORDER      -  SECOND    CLASS I
 DN6902
 DN6902.The horizontal coordinates were determined by differentially corrected
 DN6902.hand held GPS observations or other comparable positioning techniques
 DN6902.and have an estimated accuracy of +/- 3 meters.
 DN6902
 DN6902.The orthometric height was determined by differential leveling and
 DN6902.adjusted by the NATIONAL GEODETIC SURVEY
 DN6902.in May 2013.
 DN6902
 DN6902.Significant digits in the geoid height do not necessarily reflect accuracy.
 DN6902.GEOID18 height accuracy estimate available here.
 DN6902
 DN6902.Click photographs - Photos may exist for this station.
 DN6902
 DN6902.The dynamic height is computed by dividing the NAVD 88
 DN6902.geopotential number by the normal gravity value computed on the
 DN6902.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN6902.degrees latitude (g = 980.6199 gals.).
 DN6902
 DN6902.The modeled gravity was interpolated from observed gravity values.
 DN6902
 DN6902;                    North         East    Units  Estimated Accuracy
 DN6902;SPC MN S     -   242,842.4     731,216.6     MT  (+/- 3 meters HH1 GPS) 
 DN6902
 DN6902_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUK5144404915(NAD 83)
 DN6902
 DN6902                          SUPERSEDED SURVEY CONTROL
 DN6902
 DN6902.No superseded survey control is available for this station.
 DN6902
 DN6902_MARKER: DV = VERTICAL CONTROL DISK
 DN6902_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DN6902_SP_SET: BRIDGE RAILING
 DN6902_STAMPING: 0803 F 2002
 DN6902_MARK LOGO: MNHD
 DN6902_MAGNETIC: N = NO MAGNETIC MATERIAL
 DN6902_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DN6902_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DN6902+SATELLITE: SATELLITE OBSERVATIONS - October 15, 2019
 DN6902
 DN6902  HISTORY     - Date     Condition        Report By
 DN6902  HISTORY     - 20020401 MONUMENTED       MNDT
 DN6902  HISTORY     - 20091022 GOOD             MNDT
 DN6902  HISTORY     - 20191015 GOOD             MNDT
 DN6902
 DN6902                          STATION DESCRIPTION
 DN6902
 DN6902'DESCRIBED BY MN DEPT OF TRANSP 2009 (PH)
 DN6902'THE MARK IS 0.75 MI (1.2 KM) WEST OF COBDEN.
 DN6902'
 DN6902'TO REACH THE MARK IN RAIL IN SOUTHEAST CORNER OF TRUNK HIGHWAY 14
 DN6902'BRIDGE NUMBER 08004 OVER SLEEPY EYE CREEK, 0.75 MI (1.2 KM) WEST ALONG
 DN6902'TRUNK HIGHWAY 14 FROM THE JUNCTION OF TRUNK HIGHWAY 14 AND COUNTY ROAD
 DN6902'7 IN COBDEN, AT TRUNK HIGHWAY 14 MILE POINT 81.55.
 DN6902'
 DN6902'IT IS 24.0 FT (7.3 M) SOUTH OF TRUNK HIGHWAY 14.
 DN6902
 DN6902                          STATION RECOVERY (2019)
 DN6902
 DN6902'RECOVERY NOTE BY MN DEPT OF TRANSP 2019 (KMS)
 DN6902'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DN6903 ***********************************************************************
 DN6903  DESIGNATION -  0803 G
 DN6903  PID         -  DN6903
 DN6903  STATE/COUNTY-  MN/BROWN
 DN6903  COUNTRY     -  US
 DN6903  USGS QUAD   -  EVAN (2019)
 DN6903
 DN6903                         *CURRENT SURVEY CONTROL
 DN6903  ______________________________________________________________________
 DN6903* NAD 83(1986) POSITION- 44 16 57.0    (N) 094 51 42.1    (W)   HD_HELD2
 DN6903* NAVD 88 ORTHO HEIGHT -   312.913 (meters)     1026.62  (feet) ADJUSTED
 DN6903  ______________________________________________________________________
 DN6903  GEOID HEIGHT    -        -27.826 (meters)                     GEOID18
 DN6903  DYNAMIC HEIGHT  -        312.861 (meters)     1026.44  (feet) COMP
 DN6903  MODELED GRAVITY -    980,444.4   (mgal)                       NAVD 88
 DN6903
 DN6903  VERT ORDER      -  SECOND    CLASS I
 DN6903
 DN6903.The horizontal coordinates were established by autonomous hand held GPS
 DN6903.observations and have an estimated accuracy of +/- 10 meters.
 DN6903
 DN6903.The orthometric height was determined by differential leveling and
 DN6903.adjusted by the NATIONAL GEODETIC SURVEY
 DN6903.in May 2013.
 DN6903
 DN6903.Significant digits in the geoid height do not necessarily reflect accuracy.
 DN6903.GEOID18 height accuracy estimate available here.
 DN6903
 DN6903.Click photographs - Photos may exist for this station.
 DN6903
 DN6903.The dynamic height is computed by dividing the NAVD 88
 DN6903.geopotential number by the normal gravity value computed on the
 DN6903.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN6903.degrees latitude (g = 980.6199 gals.).
 DN6903
 DN6903.The modeled gravity was interpolated from observed gravity values.
 DN6903
 DN6903;                    North         East    Units  Estimated Accuracy
 DN6903;SPC MN S     -   242,863.      731,222.      MT  (+/- 10 meters HH2 GPS)
 DN6903
 DN6903_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUK5144904935(NAD 83)
 DN6903
 DN6903                          SUPERSEDED SURVEY CONTROL
 DN6903
 DN6903.No superseded survey control is available for this station.
 DN6903
 DN6903_MARKER: DV = VERTICAL CONTROL DISK
 DN6903_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DN6903_SP_SET: BRIDGE ABUTMENT
 DN6903_STAMPING: 0803 G 2002
 DN6903_MARK LOGO: MNDT
 DN6903_MAGNETIC: N = NO MAGNETIC MATERIAL
 DN6903_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DN6903_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DN6903+SATELLITE: SATELLITE OBSERVATIONS - October 22, 2009
 DN6903
 DN6903  HISTORY     - Date     Condition        Report By
 DN6903  HISTORY     - 20020715 MONUMENTED       MNDT
 DN6903  HISTORY     - 20091022 GOOD             MNDT
 DN6903
 DN6903                          STATION DESCRIPTION
 DN6903
 DN6903'DESCRIBED BY MN DEPT OF TRANSP 2009 (PH)
 DN6903'THE MARK IS 0.75 MI (1.2 KM) WEST OF COBDEN.
 DN6903'
 DN6903'TO REACH THE MARK IN BRIDGE ABUTMENT IN NORTHEAST CORNER OF RAILROAD
 DN6903'BRIDGE NUMBER 08005 OVER TRUNK HIGHWAY 14 AND SLEEPY EYE CREEK, 0.75
 DN6903'MI (1.2 KM) WEST ALONG TRUNK HIGHWAY 14 FROM THE JUNCTION OF TRUNK
 DN6903'HIGHWAY 14 AND COUNTY ROAD 7 IN COBDEN, AT TRUNK HIGHWAY 14 MILE POINT
 DN6903'81.55.
 DN6903'
 DN6903'IT IS 27.0 FT (8.2 M) NORTH OF TRUNK HIGHWAY 14.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DN6901 ***********************************************************************
 DN6901  DESIGNATION -  0803 H
 DN6901  PID         -  DN6901
 DN6901  STATE/COUNTY-  MN/BROWN
 DN6901  COUNTRY     -  US
 DN6901  USGS QUAD   -  BOISE LAKE (2019)
 DN6901
 DN6901                         *CURRENT SURVEY CONTROL
 DN6901  ______________________________________________________________________
 DN6901* NAD 83(1986) POSITION- 44 16 29.13   (N) 094 52 43.87   (W)   HD_HELD1
 DN6901* NAVD 88 ORTHO HEIGHT -   317.736 (meters)     1042.44  (feet) ADJUSTED
 DN6901  ______________________________________________________________________
 DN6901  GEOID HEIGHT    -        -27.806 (meters)                     GEOID18
 DN6901  DYNAMIC HEIGHT  -        317.683 (meters)     1042.27  (feet) COMP
 DN6901  MODELED GRAVITY -    980,443.7   (mgal)                       NAVD 88
 DN6901
 DN6901  VERT ORDER      -  SECOND    CLASS I
 DN6901
 DN6901.The horizontal coordinates were determined by differentially corrected
 DN6901.hand held GPS observations or other comparable positioning techniques
 DN6901.and have an estimated accuracy of +/- 3 meters.
 DN6901
 DN6901.The orthometric height was determined by differential leveling and
 DN6901.adjusted by the NATIONAL GEODETIC SURVEY
 DN6901.in May 2013.
 DN6901
 DN6901.Significant digits in the geoid height do not necessarily reflect accuracy.
 DN6901.GEOID18 height accuracy estimate available here.
 DN6901
 DN6901.Click photographs - Photos may exist for this station.
 DN6901
 DN6901.The dynamic height is computed by dividing the NAVD 88
 DN6901.geopotential number by the normal gravity value computed on the
 DN6901.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN6901.degrees latitude (g = 980.6199 gals.).
 DN6901
 DN6901.The modeled gravity was interpolated from observed gravity values.
 DN6901
 DN6901;                    North         East    Units  Estimated Accuracy
 DN6901;SPC MN S     -   242,017.2     729,842.9     MT  (+/- 3 meters HH1 GPS) 
 DN6901
 DN6901_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUK5006004106(NAD 83)
 DN6901
 DN6901                          SUPERSEDED SURVEY CONTROL
 DN6901
 DN6901.No superseded survey control is available for this station.
 DN6901
 DN6901_MARKER: I = METAL ROD
 DN6901_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DN6901_STAMPING: 0803 H 2009
 DN6901_MARK LOGO: MNDT
 DN6901_PROJECTION: FLUSH
 DN6901_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DN6901_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DN6901_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DN6901+SATELLITE: SATELLITE OBSERVATIONS - July 15, 2009
 DN6901_ROD/PIPE-DEPTH: 5.8 meters
 DN6901
 DN6901  HISTORY     - Date     Condition        Report By
 DN6901  HISTORY     - 20090715 MONUMENTED       MNDT
 DN6901
 DN6901                          STATION DESCRIPTION
 DN6901
 DN6901'DESCRIBED BY MN DEPT OF TRANSP 2009
 DN6901'THE MARK IS 1.75 MI (2.8 KM) SOUTH OF COBDEN.
 DN6901'
 DN6901'TO REACH THE MARK GO 1.75 MI (2.8 KM) WEST-SOUTHWEST ALONG TRUNK
 DN6901'HIGHWAY 14 FROM THE JUNCTION OF TRUNK HIGHWAY 14 AND COUNTY ROAD 7 IN
 DN6901'COBDEN, AT TRUNK HIGHWAY 14 MILE POINT 80.5.
 DN6901'
 DN6901'IT IS 52.6 FT (16.0 M) SOUTHEAST OF TRUNK HIGHWAY 14, 38.6 FT (11.8 M)
 DN6901'NORTHWEST OF NORTHWEST RAIL OF RAILROAD TRACKS, 1.4 FT (0.4 M)
 DN6901'NORTHWEST OF A WITNESS POST.
 DN6901'
 DN6901'NOTE - THE STATION MARK CONSISTS OF A 3/4 INCH (19 MM) DIAMETER
 DN6901'ALUMINUM ROD DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL MARK
 DN6901'REMOVABLE DISK SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY
 DN6901'A SIX-INCH PVC PIPE BACKFILLED WITH WASHED SAND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DN6900 ***********************************************************************
 DN6900  DESIGNATION -  0803 J
 DN6900  PID         -  DN6900
 DN6900  STATE/COUNTY-  MN/BROWN
 DN6900  COUNTRY     -  US
 DN6900  USGS QUAD   -  BOISE LAKE (2019)
 DN6900
 DN6900                         *CURRENT SURVEY CONTROL
 DN6900  ______________________________________________________________________
 DN6900* NAD 83(2011) POSITION- 44 16 04.71643(N) 094 53 42.84674(W)   ADJUSTED
 DN6900* NAD 83(2011) ELLIP HT-   285.950 (meters)        (04/02/20)   ADJUSTED
 DN6900* NAD 83(2011) EPOCH   -  2010.00
 DN6900* NAVD 88 ORTHO HEIGHT -   313.726 (meters)     1029.28  (feet) ADJUSTED
 DN6900  ______________________________________________________________________
 DN6900  GEOID HEIGHT    -        -27.786 (meters)                     GEOID18
 DN6900  NAD 83(2011) X  -   -390,398.811 (meters)                     COMP
 DN6900  NAD 83(2011) Y  - -4,558,259.223 (meters)                     COMP
 DN6900  NAD 83(2011) Z  -  4,429,661.968 (meters)                     COMP
 DN6900  LAPLACE CORR    -         -2.55  (seconds)                    DEFLEC18
 DN6900  DYNAMIC HEIGHT  -        313.674 (meters)     1029.11  (feet) COMP
 DN6900  MODELED GRAVITY -    980,443.4   (mgal)                       NAVD 88
 DN6900
 DN6900  VERT ORDER      -  SECOND    CLASS I
 DN6900
 DN6900  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DN6900  Standards:
 DN6900         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DN6900            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DN6900  -------------------------------------------------------------------
 DN6900  NETWORK    0.85   1.06           0.39   0.29   0.54      0.15583432
 DN6900  -------------------------------------------------------------------
 DN6900  Click here for local accuracies and other accuracy information.
 DN6900
 DN6900.The horizontal coordinates were established by GPS observations
 DN6900.and adjusted by the MN DEPT OF TRANSP in April 2020.
 DN6900
 DN6900.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DN6900.been affixed to the stable North American tectonic plate. See 
 DN6900.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DN6900
 DN6900.The horizontal coordinates are valid at the epoch date displayed above
 DN6900.which is a decimal equivalence of Year/Month/Day.
 DN6900
 DN6900.The orthometric height was determined by differential leveling and
 DN6900.adjusted by the NATIONAL GEODETIC SURVEY
 DN6900.in May 2013.
 DN6900
 DN6900.Significant digits in the geoid height do not necessarily reflect accuracy.
 DN6900.GEOID18 height accuracy estimate available here.
 DN6900
 DN6900.Click photographs - Photos may exist for this station.
 DN6900
 DN6900.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DN6900
 DN6900.The Laplace correction was computed from DEFLEC18 derived deflections.
 DN6900
 DN6900.The ellipsoidal height was determined by GPS observations
 DN6900.and is referenced to NAD 83.
 DN6900
 DN6900.The dynamic height is computed by dividing the NAVD 88
 DN6900.geopotential number by the normal gravity value computed on the
 DN6900.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN6900.degrees latitude (g = 980.6199 gals.).
 DN6900
 DN6900.The modeled gravity was interpolated from observed gravity values.
 DN6900
 DN6900. The following values were computed from the NAD 83(2011) position.
 DN6900
 DN6900;                    North         East     Units Scale Factor Converg.
 DN6900;SPC MN S     -   241,277.927   728,526.972   MT  0.99993030   -0 37 39.0
 DN6900;SPC MN S     -   791,592.67  2,390,175.57   sFT  0.99993030   -0 37 39.0
 DN6900;UTM  15      - 4,903,383.725   348,736.031   MT  0.99988140   -1 19 23.4
 DN6900
 DN6900!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DN6900!SPC MN S     -   0.99995517  x   0.99993030  =   0.99988547
 DN6900!UTM  15      -   0.99995517  x   0.99988140  =   0.99983657
 DN6900
 DN6900_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUK4873603383(NAD 83)
 DN6900
 DN6900                          SUPERSEDED SURVEY CONTROL
 DN6900
 DN6900.No superseded survey control is available for this station.
 DN6900
 DN6900_MARKER: I = METAL ROD
 DN6900_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DN6900_STAMPING: 0803 J 2009
 DN6900_MARK LOGO: MNDT
 DN6900_PROJECTION: RECESSED 3 CENTIMETERS
 DN6900_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DN6900_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DN6900_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DN6900+SATELLITE: SATELLITE OBSERVATIONS - April 10, 2024
 DN6900_ROD/PIPE-DEPTH: 9.1 meters
 DN6900
 DN6900  HISTORY     - Date     Condition        Report By
 DN6900  HISTORY     - 20090715 MONUMENTED       MNDT
 DN6900  HISTORY     - 20200206 GOOD             MNDT
 DN6900  HISTORY     - 20240410 GOOD             MNDT
 DN6900
 DN6900                          STATION DESCRIPTION
 DN6900
 DN6900'DESCRIBED BY MN DEPT OF TRANSP 2009
 DN6900'THE MARK IS 3.0 MI (4.8 KM) SOUTHWEST OF COBDEN.
 DN6900'
 DN6900'TO REACH THE MARK GO 2.7 MI (4.3 KM) WEST AND SOUTHWEST ALONG TRUNK
 DN6900'HIGHWAY 14 FROM THE JUNCTION OF TRUNK HIGHWAY 14 AND COUNTY ROAD 7 IN
 DN6900'COBDEN, AT TRUNK HIGHWAY 14 MILE POINT 79.6.
 DN6900'
 DN6900'IT IS 60.8 FT (18.5 M) NORTHWEST OF TRUNK HIGHWAY 14, 37.4 FT (11.4 M)
 DN6900'NORTHEAST OF 210TH STREET, 10.1 FT (3.1 M) SOUTHEAST OF POWER POLE,
 DN6900'1.3 FT (0.4 M) SOUTHEAST OF A WITNESS POST.
 DN6900'
 DN6900'NOTE - THE STATION MARK CONSISTS OF A 3/4 INCH (19 MM) DIAMETER
 DN6900'ALUMINUM ROD DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL MARK
 DN6900'REMOVABLE DISK SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY
 DN6900'A SIX-INCH PVC PIPE BACKFILLED WITH WASHED SAND.
 DN6900
 DN6900                          STATION RECOVERY (2020)
 DN6900
 DN6900'RECOVERY NOTE BY MN DEPT OF TRANSP 2020 (SXL)
 DN6900'RECOVERED AS DESCRIBED.
 DN6900
 DN6900                          STATION RECOVERY (2024)
 DN6900
 DN6900'RECOVERY NOTE BY MN DEPT OF TRANSP 2024 (TJD)
 DN6900'3.0 MI (4.8 KM) SOUTHWEST OF COBDEN, 2.7 MI (4.3 KM) WEST AND
 DN6900'SOUTHWEST ALONG TRUNK HIGHWAY 14 FROM THE JUNCTION OF TRUNK HIGHWAY 14
 DN6900'AND COUNTY ROAD 7 IN COBDEN, AT TRUNK HIGHWAY 14 MILE POINT 79.6, 60.8
 DN6900'FT (18.5 M) NORTHWEST OF TRUNK HIGHWAY 14, 37.4 FT (11.4 M) NORTHEAST
 DN6900'OF 210TH STREET, 10.1 FT (3.1 M) SOUTHEAST OF A POWER POLE, 6.2 FT
 DN6900'(1.9 M) SOUTHEAST OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DN6897 ***********************************************************************
 DN6897  DESIGNATION -  0803 K
 DN6897  PID         -  DN6897
 DN6897  STATE/COUNTY-  MN/BROWN
 DN6897  COUNTRY     -  US
 DN6897  USGS QUAD   -  SPRINGFIELD (2019)
 DN6897
 DN6897                         *CURRENT SURVEY CONTROL
 DN6897  ______________________________________________________________________
 DN6897* NAD 83(1986) POSITION- 44 14 59.51   (N) 094 56 49.30   (W)   HD_HELD1
 DN6897* NAVD 88 ORTHO HEIGHT -   320.170 (meters)     1050.42  (feet) ADJUSTED
 DN6897  ______________________________________________________________________
 DN6897  GEOID HEIGHT    -        -27.720 (meters)                     GEOID18
 DN6897  DYNAMIC HEIGHT  -        320.117 (meters)     1050.25  (feet) COMP
 DN6897  MODELED GRAVITY -    980,443.7   (mgal)                       NAVD 88
 DN6897
 DN6897  VERT ORDER      -  SECOND    CLASS I
 DN6897
 DN6897.The horizontal coordinates were determined by differentially corrected
 DN6897.hand held GPS observations or other comparable positioning techniques
 DN6897.and have an estimated accuracy of +/- 3 meters.
 DN6897
 DN6897.The orthometric height was determined by differential leveling and
 DN6897.adjusted by the NATIONAL GEODETIC SURVEY
 DN6897.in May 2013.
 DN6897
 DN6897.Significant digits in the geoid height do not necessarily reflect accuracy.
 DN6897.GEOID18 height accuracy estimate available here.
 DN6897
 DN6897.Click photographs - Photos may exist for this station.
 DN6897
 DN6897.The dynamic height is computed by dividing the NAVD 88
 DN6897.geopotential number by the normal gravity value computed on the
 DN6897.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN6897.degrees latitude (g = 980.6199 gals.).
 DN6897
 DN6897.The modeled gravity was interpolated from observed gravity values.
 DN6897
 DN6897;                    North         East    Units  Estimated Accuracy
 DN6897;SPC MN S     -   239,312.1     724,368.9     MT  (+/- 3 meters HH1 GPS) 
 DN6897
 DN6897_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUK4455401468(NAD 83)
 DN6897
 DN6897                          SUPERSEDED SURVEY CONTROL
 DN6897
 DN6897.No superseded survey control is available for this station.
 DN6897
 DN6897_MARKER: I = METAL ROD
 DN6897_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DN6897_STAMPING: 0803 K 2009
 DN6897_MARK LOGO: MNDT
 DN6897_PROJECTION: RECESSED 3 CENTIMETERS
 DN6897_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DN6897_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DN6897_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DN6897+SATELLITE: SATELLITE OBSERVATIONS - July 15, 2009
 DN6897_ROD/PIPE-DEPTH: 9.1 meters
 DN6897
 DN6897  HISTORY     - Date     Condition        Report By
 DN6897  HISTORY     - 20090715 MONUMENTED       MNDT
 DN6897
 DN6897                          STATION DESCRIPTION
 DN6897
 DN6897'DESCRIBED BY MN DEPT OF TRANSP 2009
 DN6897'THE MARK IS 2.1 MI (3.4 KM) NORTHEAST OF SPRINGFIELD.
 DN6897'
 DN6897'TO REACH THE MARK GO 1.0 MI (1.6 KM) NORTHEAST ALONG TRUNK HIGHWAY 14
 DN6897'FROM THE JUNCTION OF TRUNK HIGHWAY 14 AND COUNTY ROAD 5 IN
 DN6897'SPRINGFIELD, AT TRUNK HIGHWAY 14 MILE POINT 76.70.
 DN6897'
 DN6897'IT IS 58.9 FT (18.0 M) SOUTHEAST OF TRUNK HIGHWAY 14, 38.2 FT (11.6 M)
 DN6897'NORTHWEST OF NORTHWEST RAIL OF RAILROAD TRACK, 15.8 FT (4.8 M)
 DN6897'SOUTHWEST OF A FIELD ENTRANCE, 2.6 FT (0.8 M) NORTHEAST OF A WITNESS
 DN6897'POST.
 DN6897'
 DN6897'NOTE - THE STATION MARK CONSISTS OF A 3/4 INCH (19 MM) DIAMETER
 DN6897'ALUMINUM ROD DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL MARK
 DN6897'REMOVABLE DISK SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY
 DN6897'A SIX-INCH PVC PIPE BACKFILLED WITH WASHED SAND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DN6894 ***********************************************************************
 DN6894  DESIGNATION -  0803 K 1
 DN6894  PID         -  DN6894
 DN6894  STATE/COUNTY-  MN/BROWN
 DN6894  COUNTRY     -  US
 DN6894  USGS QUAD   -  SPRINGFIELD (2019)
 DN6894
 DN6894                         *CURRENT SURVEY CONTROL
 DN6894  ______________________________________________________________________
 DN6894* NAD 83(1986) POSITION- 44 14 19.67   (N) 094 58 01.41   (W)   HD_HELD1
 DN6894* NAVD 88 ORTHO HEIGHT -   312.364 (meters)     1024.81  (feet) ADJUSTED
 DN6894  ______________________________________________________________________
 DN6894  GEOID HEIGHT    -        -27.689 (meters)                     GEOID18
 DN6894  DYNAMIC HEIGHT  -        312.312 (meters)     1024.64  (feet) COMP
 DN6894  MODELED GRAVITY -    980,444.3   (mgal)                       NAVD 88
 DN6894
 DN6894  VERT ORDER      -  SECOND    CLASS I
 DN6894
 DN6894.The horizontal coordinates were determined by differentially corrected
 DN6894.hand held GPS observations or other comparable positioning techniques
 DN6894.and have an estimated accuracy of +/- 3 meters.
 DN6894
 DN6894.The orthometric height was determined by differential leveling and
 DN6894.adjusted by the NATIONAL GEODETIC SURVEY
 DN6894.in May 2013.
 DN6894
 DN6894.No vertical observational check was made to the station.
 DN6894
 DN6894.Significant digits in the geoid height do not necessarily reflect accuracy.
 DN6894.GEOID18 height accuracy estimate available here.
 DN6894
 DN6894.Click photographs - Photos may exist for this station.
 DN6894
 DN6894.The dynamic height is computed by dividing the NAVD 88
 DN6894.geopotential number by the normal gravity value computed on the
 DN6894.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN6894.degrees latitude (g = 980.6199 gals.).
 DN6894
 DN6894.The modeled gravity was interpolated from observed gravity values.
 DN6894
 DN6894;                    North         East    Units  Estimated Accuracy
 DN6894;SPC MN S     -   238,101.3     722,754.7     MT  (+/- 3 meters HH1 GPS) 
 DN6894
 DN6894_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUK4292500277(NAD 83)
 DN6894
 DN6894                          SUPERSEDED SURVEY CONTROL
 DN6894
 DN6894.No superseded survey control is available for this station.
 DN6894
 DN6894_MARKER: DV = VERTICAL CONTROL DISK
 DN6894_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DN6894_SP_SET: BRIDGE ABUTMENT
 DN6894_STAMPING: 0803 K 1 1990
 DN6894_MARK LOGO: MNDT
 DN6894_MAGNETIC: N = NO MAGNETIC MATERIAL
 DN6894_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DN6894_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DN6894+SATELLITE: SATELLITE OBSERVATIONS - October 15, 2019
 DN6894
 DN6894  HISTORY     - Date     Condition        Report By
 DN6894  HISTORY     - 19900401 MONUMENTED       MNDT
 DN6894  HISTORY     - 20091022 GOOD             MNDT
 DN6894  HISTORY     - 20191015 GOOD             MNDT
 DN6894
 DN6894                          STATION DESCRIPTION
 DN6894
 DN6894'DESCRIBED BY MN DEPT OF TRANSP 2009 (PH)
 DN6894'THE MARK IS IN SPRINGFIELD.
 DN6894'
 DN6894'TO REACH THE MARK IN ABUTMENT IN NORTHEAST CORNER OF COUNTY ROAD 5
 DN6894'BRIDGE NUMBER 08534 OVER COTTON WOOD RIVER, 0.35 MI (0.6 KM) SOUTH
 DN6894'ALONG COUNTY ROAD 5 FROM THE JUNCTION OF COUNTY ROAD 5 AND TRUNK
 DN6894'HIGHWAY 14 IN SPRINGFIELD, AT TRUNK HIGHWAY 14 MILE POINT 75.70.
 DN6894'
 DN6894'IT IS 22.4 FT (6.8 M) EAST OF COUNTY ROAD 5.
 DN6894
 DN6894                          STATION RECOVERY (2019)
 DN6894
 DN6894'RECOVERY NOTE BY MN DEPT OF TRANSP 2019 (KMS)
 DN6894'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DN6896 ***********************************************************************
 DN6896  DESIGNATION -  0803 L
 DN6896  PID         -  DN6896
 DN6896  STATE/COUNTY-  MN/BROWN
 DN6896  COUNTRY     -  US
 DN6896  USGS QUAD   -  SPRINGFIELD (2019)
 DN6896
 DN6896                         *CURRENT SURVEY CONTROL
 DN6896  ______________________________________________________________________
 DN6896* NAD 83(2011) POSITION- 44 14 26.39796(N) 094 59 15.08978(W)   ADJUSTED
 DN6896* NAD 83(2011) ELLIP HT-   296.024 (meters)        (04/02/20)   ADJUSTED
 DN6896* NAD 83(2011) EPOCH   -  2010.00
 DN6896* NAVD 88 ORTHO HEIGHT -   323.694 (meters)     1061.99  (feet) ADJUSTED
 DN6896  ______________________________________________________________________
 DN6896  GEOID HEIGHT    -        -27.668 (meters)                     GEOID18
 DN6896  NAD 83(2011) X  -   -397,925.311 (meters)                     COMP
 DN6896  NAD 83(2011) Y  - -4,559,741.477 (meters)                     COMP
 DN6896  NAD 83(2011) Z  -  4,427,495.306 (meters)                     COMP
 DN6896  LAPLACE CORR    -         -2.94  (seconds)                    DEFLEC18
 DN6896  DYNAMIC HEIGHT  -        323.641 (meters)     1061.81  (feet) COMP
 DN6896  MODELED GRAVITY -    980,444.9   (mgal)                       NAVD 88
 DN6896
 DN6896  VERT ORDER      -  SECOND    CLASS I
 DN6896
 DN6896  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DN6896  Standards:
 DN6896         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DN6896            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DN6896  -------------------------------------------------------------------
 DN6896  NETWORK    0.85   1.12           0.39   0.29   0.57      0.15334527
 DN6896  -------------------------------------------------------------------
 DN6896  Click here for local accuracies and other accuracy information.
 DN6896
 DN6896.The horizontal coordinates were established by GPS observations
 DN6896.and adjusted by the MN DEPT OF TRANSP in April 2020.
 DN6896
 DN6896.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DN6896.been affixed to the stable North American tectonic plate. See 
 DN6896.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DN6896
 DN6896.The horizontal coordinates are valid at the epoch date displayed above
 DN6896.which is a decimal equivalence of Year/Month/Day.
 DN6896
 DN6896.The orthometric height was determined by differential leveling and
 DN6896.adjusted by the NATIONAL GEODETIC SURVEY
 DN6896.in May 2013.
 DN6896
 DN6896.Significant digits in the geoid height do not necessarily reflect accuracy.
 DN6896.GEOID18 height accuracy estimate available here.
 DN6896
 DN6896.Click photographs - Photos may exist for this station.
 DN6896
 DN6896.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DN6896
 DN6896.The Laplace correction was computed from DEFLEC18 derived deflections.
 DN6896
 DN6896.The ellipsoidal height was determined by GPS observations
 DN6896.and is referenced to NAD 83.
 DN6896
 DN6896.The dynamic height is computed by dividing the NAVD 88
 DN6896.geopotential number by the normal gravity value computed on the
 DN6896.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN6896.degrees latitude (g = 980.6199 gals.).
 DN6896
 DN6896.The modeled gravity was interpolated from observed gravity values.
 DN6896
 DN6896. The following values were computed from the NAD 83(2011) position.
 DN6896
 DN6896;                    North         East     Units Scale Factor Converg.
 DN6896;SPC MN S     -   238,328.523   721,122.506   MT  0.99993235   -0 41 31.9
 DN6896;SPC MN S     -   781,916.16  2,365,882.76   sFT  0.99993235   -0 41 31.9
 DN6896;UTM  15      - 4,900,524.483   341,296.590   MT  0.99990976   -1 23 13.0
 DN6896
 DN6896!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DN6896!SPC MN S     -   0.99995359  x   0.99993235  =   0.99988594
 DN6896!UTM  15      -   0.99995359  x   0.99990976  =   0.99986335
 DN6896
 DN6896_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUK4129600524(NAD 83)
 DN6896
 DN6896                          SUPERSEDED SURVEY CONTROL
 DN6896
 DN6896.No superseded survey control is available for this station.
 DN6896
 DN6896_MARKER: I = METAL ROD
 DN6896_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DN6896_STAMPING: 0803 L 2009
 DN6896_MARK LOGO: MNDT
 DN6896_PROJECTION: RECESSED 5 CENTIMETERS
 DN6896_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DN6896_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DN6896_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DN6896+SATELLITE: SATELLITE OBSERVATIONS - April 10, 2024
 DN6896_ROD/PIPE-DEPTH: 22.9 meters
 DN6896
 DN6896  HISTORY     - Date     Condition        Report By
 DN6896  HISTORY     - 20090716 MONUMENTED       MNDT
 DN6896  HISTORY     - 20200206 GOOD             MNDT
 DN6896  HISTORY     - 20240410 GOOD             MNDT
 DN6896
 DN6896                          STATION DESCRIPTION
 DN6896
 DN6896'DESCRIBED BY MN DEPT OF TRANSP 2009
 DN6896'THE MARK IS IN SPRINGFIELD.
 DN6896'
 DN6896'TO REACH THE MARK AT THE JUNCTION OF TRUNK HIGHWAY 14 AND COUNTY ROAD
 DN6896'4 IN SPRINGFIELD, AT TRUNK HIGHWAY 14 MILE POINT 74.55.
 DN6896'
 DN6896'IT IS 40.7 FT (12.4 M) SOUTHEAST OF TRUNK HIGHWAY 14, 46.9 FT (14.3 M)
 DN6896'NORTHEAST OF COUNTY ROAD 4, 12.7 FT (3.9 M) EAST OF POWER POLE, 18.2
 DN6896'FT (5.5 M) FROM WITNESS POST.
 DN6896'
 DN6896'NOTE - THE STATION MARK CONSISTS OF A 3/4 INCH (19 MM) DIAMETER
 DN6896'ALUMINUM ROD DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL MARK
 DN6896'REMOVABLE DISK SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY
 DN6896'A SIX-INCH PVC PIPE BACKFILLED WITH WASHED SAND.
 DN6896
 DN6896                          STATION RECOVERY (2020)
 DN6896
 DN6896'RECOVERY NOTE BY MN DEPT OF TRANSP 2020 (AXJ)
 DN6896'RECOVERED AS DESCRIBED.
 DN6896
 DN6896                          STATION RECOVERY (2024)
 DN6896
 DN6896'RECOVERY NOTE BY MN DEPT OF TRANSP 2024 (TJD)
 DN6896'IN SPRINGFIELD, AT THE JUNCTION OF TRUNK HIGHWAY 14 AND COUNTY ROAD 4
 DN6896'IN SPRINGFIELD, AT TRUNK HIGHWAY 14 MILE POINT 74.55, 40.7 FT (12.4 M)
 DN6896'SOUTHEAST OF TRUNK HIGHWAY 14, 46.9 FT (14.3 M) NORTHEAST OF COUNTY
 DN6896'ROAD 4, 12.7 FT (3.9 M) EAST OF A POWER POLE, 16.2 FT (4.9 M)
 DN6896'NORTHEAST OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DN6892 ***********************************************************************
 DN6892  DESIGNATION -  0803 M
 DN6892  PID         -  DN6892
 DN6892  STATE/COUNTY-  MN/BROWN
 DN6892  COUNTRY     -  US
 DN6892  USGS QUAD   -  SANBORN NE (2019)
 DN6892
 DN6892                         *CURRENT SURVEY CONTROL
 DN6892  ______________________________________________________________________
 DN6892* NAD 83(2011) POSITION- 44 14 20.20058(N) 095 00 29.21234(W)   ADJUSTED
 DN6892* NAD 83(2011) ELLIP HT-   298.059 (meters)        (04/02/20)   ADJUSTED
 DN6892* NAD 83(2011) EPOCH   -  2010.00
 DN6892* NAVD 88 ORTHO HEIGHT -   325.697 (meters)     1068.56  (feet) ADJUSTED
 DN6892  ______________________________________________________________________
 DN6892  GEOID HEIGHT    -        -27.642 (meters)                     GEOID18
 DN6892  NAD 83(2011) X  -   -399,575.635 (meters)                     COMP
 DN6892  NAD 83(2011) Y  - -4,559,732.589 (meters)                     COMP
 DN6892  NAD 83(2011) Z  -  4,427,359.676 (meters)                     COMP
 DN6892  LAPLACE CORR    -         -2.87  (seconds)                    DEFLEC18
 DN6892  DYNAMIC HEIGHT  -        325.643 (meters)     1068.38  (feet) COMP
 DN6892  MODELED GRAVITY -    980,444.4   (mgal)                       NAVD 88
 DN6892
 DN6892  VERT ORDER      -  SECOND    CLASS I
 DN6892
 DN6892  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DN6892  Standards:
 DN6892         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DN6892            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DN6892  -------------------------------------------------------------------
 DN6892  NETWORK    0.76   1.02           0.34   0.27   0.52      0.10650130
 DN6892  -------------------------------------------------------------------
 DN6892  Click here for local accuracies and other accuracy information.
 DN6892
 DN6892.The horizontal coordinates were established by GPS observations
 DN6892.and adjusted by the MN DEPT OF TRANSP in April 2020.
 DN6892
 DN6892.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DN6892.been affixed to the stable North American tectonic plate. See 
 DN6892.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DN6892
 DN6892.The horizontal coordinates are valid at the epoch date displayed above
 DN6892.which is a decimal equivalence of Year/Month/Day.
 DN6892
 DN6892.The orthometric height was determined by differential leveling and
 DN6892.adjusted by the NATIONAL GEODETIC SURVEY
 DN6892.in May 2013.
 DN6892
 DN6892.Significant digits in the geoid height do not necessarily reflect accuracy.
 DN6892.GEOID18 height accuracy estimate available here.
 DN6892
 DN6892.Click photographs - Photos may exist for this station.
 DN6892
 DN6892.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DN6892
 DN6892.The Laplace correction was computed from DEFLEC18 derived deflections.
 DN6892
 DN6892.The ellipsoidal height was determined by GPS observations
 DN6892.and is referenced to NAD 83.
 DN6892
 DN6892.The dynamic height is computed by dividing the NAVD 88
 DN6892.geopotential number by the normal gravity value computed on the
 DN6892.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN6892.degrees latitude (g = 980.6199 gals.).
 DN6892
 DN6892.The modeled gravity was interpolated from observed gravity values.
 DN6892
 DN6892. The following values were computed from the NAD 83(2011) position.
 DN6892
 DN6892;                    North         East     Units Scale Factor Converg.
 DN6892;SPC MN S     -   238,157.339   719,475.658   MT  0.99993249   -0 42 23.8
 DN6892;SPC MN S     -   781,354.54  2,360,479.72   sFT  0.99993249   -0 42 23.8
 DN6892;UTM  15      - 4,900,373.281   339,647.819   MT  0.99991623   -1 24 04.5
 DN6892
 DN6892!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DN6892!SPC MN S     -   0.99995327  x   0.99993249  =   0.99988576
 DN6892!UTM  15      -   0.99995327  x   0.99991623  =   0.99986950
 DN6892
 DN6892_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUK3964700373(NAD 83)
 DN6892
 DN6892                          SUPERSEDED SURVEY CONTROL
 DN6892
 DN6892.No superseded survey control is available for this station.
 DN6892
 DN6892_MARKER: I = METAL ROD
 DN6892_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DN6892_STAMPING: 0803 M 2009
 DN6892_MARK LOGO: MNDT
 DN6892_PROJECTION: FLUSH
 DN6892_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DN6892_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DN6892_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DN6892+SATELLITE: SATELLITE OBSERVATIONS - April 10, 2024
 DN6892_ROD/PIPE-DEPTH: 6.1 meters
 DN6892
 DN6892  HISTORY     - Date     Condition        Report By
 DN6892  HISTORY     - 20090716 MONUMENTED       MNDT
 DN6892  HISTORY     - 20200204 GOOD             MNDT
 DN6892  HISTORY     - 20240410 GOOD             MNDT
 DN6892
 DN6892                          STATION DESCRIPTION
 DN6892
 DN6892'DESCRIBED BY MN DEPT OF TRANSP 2009
 DN6892'THE MARK IS 1.0 MI (1.6 KM) WEST OF SPRINGFIELD.
 DN6892'
 DN6892'TO REACH THE MARK GO 1.0 MI (1.6 KM) WEST ALONG TRUNK HIGHWAY 14 FROM
 DN6892'THE JUNCTION OF TRUNK HIGHWAY 14 AND COUNTY ROAD 4 IN SPRINGFIELD, AT
 DN6892'TRUNK HIGHWAY 14 MILE POINT 73.5.
 DN6892'
 DN6892'IT IS 44.1 FT (13.4 M) SOUTH OF TRUNK HIGHWAY 14, 49.7 FT (15.1 M)
 DN6892'WEST OF 410TH AVENUE, 12.6 FT (3.8 M) WEST OF CABLE BOX NUMBER 344LP2,
 DN6892'1.4 FT (0.4 M) NORTH OF A WITNESS POST.
 DN6892'
 DN6892'NOTE - THE STATION MARK CONSISTS OF A 3/4 INCH (19 MM) DIAMETER
 DN6892'ALUMINUM ROD DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL MARK
 DN6892'REMOVABLE DISK SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY
 DN6892'A SIX-INCH PVC PIPE BACKFILLED WITH WASHED SAND.
 DN6892
 DN6892                          STATION RECOVERY (2020)
 DN6892
 DN6892'RECOVERY NOTE BY MN DEPT OF TRANSP 2020 (BXG)
 DN6892'RECOVERED AS DESCRIBED.
 DN6892
 DN6892                          STATION RECOVERY (2024)
 DN6892
 DN6892'RECOVERY NOTE BY MN DEPT OF TRANSP 2024 (TJD)
 DN6892'1.0 MI (1.6 KM) WEST OF SPRINGFIELD, 1.0 MI (1.6 KM) WEST ALONG TRUNK
 DN6892'HIGHWAY 14 FROM THE JUNCTION OF TRUNK HIGHWAY 14 AND COUNTY ROAD 4 IN
 DN6892'SPRINGFIELD, AT TRUNK HIGHWAY 14 MILE POINT 73.5, 44.1 FT (13.4 M)
 DN6892'SOUTH OF TRUNK HIGHWAY 14, 49.7 FT (15.1 M) WEST OF 410TH AVENUE, 12.6
 DN6892'FT (3.8 M) WEST OF CABLE BOX NUMBER 344LP2, 1.4 FT (0.4 M) NORTH OF A
 DN6892'WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DN6888 ***********************************************************************
 DN6888  DESIGNATION -  0803 N
 DN6888  PID         -  DN6888
 DN6888  STATE/COUNTY-  MN/BROWN
 DN6888  COUNTRY     -  US
 DN6888  USGS QUAD   -  SANBORN NE (2019)
 DN6888
 DN6888                         *CURRENT SURVEY CONTROL
 DN6888  ______________________________________________________________________
 DN6888* NAD 83(2011) POSITION- 44 14 18.55697(N) 095 05 17.71450(W)   ADJUSTED
 DN6888* NAD 83(2011) ELLIP HT-   298.696 (meters)        (04/02/20)   ADJUSTED
 DN6888* NAD 83(2011) EPOCH   -  2010.00
 DN6888* NAVD 88 ORTHO HEIGHT -   326.238 (meters)     1070.33  (feet) ADJUSTED
 DN6888  ______________________________________________________________________
 DN6888  GEOID HEIGHT    -        -27.550 (meters)                     GEOID18
 DN6888  NAD 83(2011) X  -   -405,956.111 (meters)                     COMP
 DN6888  NAD 83(2011) Y  - -4,559,204.952 (meters)                     COMP
 DN6888  NAD 83(2011) Z  -  4,427,323.773 (meters)                     COMP
 DN6888  LAPLACE CORR    -         -3.03  (seconds)                    DEFLEC18
 DN6888  DYNAMIC HEIGHT  -        326.185 (meters)     1070.16  (feet) COMP
 DN6888  MODELED GRAVITY -    980,446.4   (mgal)                       NAVD 88
 DN6888
 DN6888  VERT ORDER      -  SECOND    CLASS I
 DN6888
 DN6888  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DN6888  Standards:
 DN6888         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DN6888            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DN6888  -------------------------------------------------------------------
 DN6888  NETWORK    0.78   1.10           0.35   0.28   0.56      0.11746254
 DN6888  -------------------------------------------------------------------
 DN6888  Click here for local accuracies and other accuracy information.
 DN6888
 DN6888.The horizontal coordinates were established by GPS observations
 DN6888.and adjusted by the MN DEPT OF TRANSP in April 2020.
 DN6888
 DN6888.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DN6888.been affixed to the stable North American tectonic plate. See 
 DN6888.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DN6888
 DN6888.The horizontal coordinates are valid at the epoch date displayed above
 DN6888.which is a decimal equivalence of Year/Month/Day.
 DN6888
 DN6888.The orthometric height was determined by differential leveling and
 DN6888.adjusted by the NATIONAL GEODETIC SURVEY
 DN6888.in May 2013.
 DN6888
 DN6888.Significant digits in the geoid height do not necessarily reflect accuracy.
 DN6888.GEOID18 height accuracy estimate available here.
 DN6888
 DN6888.Click photographs - Photos may exist for this station.
 DN6888
 DN6888.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DN6888
 DN6888.The Laplace correction was computed from DEFLEC18 derived deflections.
 DN6888
 DN6888.The ellipsoidal height was determined by GPS observations
 DN6888.and is referenced to NAD 83.
 DN6888
 DN6888.The dynamic height is computed by dividing the NAVD 88
 DN6888.geopotential number by the normal gravity value computed on the
 DN6888.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN6888.degrees latitude (g = 980.6199 gals.).
 DN6888
 DN6888.The modeled gravity was interpolated from observed gravity values.
 DN6888
 DN6888. The following values were computed from the NAD 83(2011) position.
 DN6888
 DN6888;                    North         East     Units Scale Factor Converg.
 DN6888;SPC MN S     -   238,188.698   713,074.110   MT  0.99993252   -0 45 46.0
 DN6888;SPC MN S     -   781,457.42  2,339,477.31   sFT  0.99993252   -0 45 46.0
 DN6888;UTM  15      - 4,900,482.234   333,247.144   MT  0.99994199   -1 27 25.9
 DN6888
 DN6888!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DN6888!SPC MN S     -   0.99995317  x   0.99993252  =   0.99988569
 DN6888!UTM  15      -   0.99995317  x   0.99994199  =   0.99989516
 DN6888
 DN6888_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUK3324700482(NAD 83)
 DN6888
 DN6888                          SUPERSEDED SURVEY CONTROL
 DN6888
 DN6888.No superseded survey control is available for this station.
 DN6888
 DN6888_MARKER: I = METAL ROD
 DN6888_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DN6888_STAMPING: 0803 N 2009
 DN6888_MARK LOGO: MNDT
 DN6888_PROJECTION: RECESSED 3 CENTIMETERS
 DN6888_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DN6888_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DN6888_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DN6888+SATELLITE: SATELLITE OBSERVATIONS - April 11, 2024
 DN6888_ROD/PIPE-DEPTH: 10.7 meters
 DN6888
 DN6888  HISTORY     - Date     Condition        Report By
 DN6888  HISTORY     - 20090716 MONUMENTED       MNDT
 DN6888  HISTORY     - 20200204 GOOD             MNDT
 DN6888  HISTORY     - 20240411 GOOD             MNDT
 DN6888
 DN6888                          STATION DESCRIPTION
 DN6888
 DN6888'DESCRIBED BY MN DEPT OF TRANSP 2009
 DN6888'THE MARK IS 5.0 MI (8.0 KM) WEST OF SPRINGFIELD.
 DN6888'
 DN6888'TO REACH THE MARK GO 5.0 MI (8.0 KM) WEST ALONG TRUNK HIGHWAY 14 FROM
 DN6888'THE JUNCTION OF TRUNK HIGHWAY 14 AND COUNTY ROAD 4 IN SPRINGFIELD, AT
 DN6888'TRUNK HIGHWAY 14 MILE POINT 69.50.
 DN6888'
 DN6888'IT IS 49.5 FT (15.1 M) SOUTH OF TRUNK HIGHWAY 14, 43.6 FT (13.3 M)
 DN6888'WEST OF 450TH AVENUE, 5.0 FT (1.5 M) WEST OF CABLE BOX NUMBER 318, 1.1
 DN6888'FT (0.3 M) NORTH OF A WITNESS POST.
 DN6888'
 DN6888'NOTE - THE STATION MARK CONSISTS OF A 3/4 INCH (19 MM) DIAMETER
 DN6888'ALUMINUM ROD DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL MARK
 DN6888'REMOVABLE DISK SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY
 DN6888'A SIX-INCH PVC PIPE BACKFILLED WITH WASHED SAND.
 DN6888
 DN6888                          STATION RECOVERY (2020)
 DN6888
 DN6888'RECOVERY NOTE BY MN DEPT OF TRANSP 2020 (AXJ)
 DN6888'RECOVERED AS DESCRIBED.
 DN6888
 DN6888                          STATION RECOVERY (2024)
 DN6888
 DN6888'RECOVERY NOTE BY MN DEPT OF TRANSP 2024 (TJD)
 DN6888'5.0 MI (8.0 KM) WEST OF SPRINGFIELD, 5.0 MI (8.0 KM) WEST ALONG TRUNK
 DN6888'HIGHWAY 14 FROM THE JUNCTION OF TRUNK HIGHWAY 14 AND COUNTY ROAD 4 IN
 DN6888'SPRINGFIELD, AT TRUNK HIGHWAY 14 MILE POINT 69.50, 49.5 FT (15.1 M)
 DN6888'SOUTH OF TRUNK HIGHWAY 14, 43.6 FT (13.3 M) WEST OF 450TH AVENUE, 5.0
 DN6888'FT (1.5 M) WEST OF CABLE BOX NUMBER 318, 1.1 FT (0.3 M) NORTH OF A
 DN6888'WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DN6911 ***********************************************************************
 DN6911  DESIGNATION -  0803 S
 DN6911  PID         -  DN6911
 DN6911  STATE/COUNTY-  MN/BROWN
 DN6911  COUNTRY     -  US
 DN6911  USGS QUAD   -  EVAN (2019)
 DN6911
 DN6911                         *CURRENT SURVEY CONTROL
 DN6911  ______________________________________________________________________
 DN6911* NAD 83(2011) POSITION- 44 16 58.24412(N) 094 45 21.65252(W)   ADJUSTED
 DN6911* NAD 83(2011) ELLIP HT-   282.614 (meters)        (04/02/20)   ADJUSTED
 DN6911* NAD 83(2011) EPOCH   -  2010.00
 DN6911* NAVD 88 ORTHO HEIGHT -   310.543 (meters)     1018.84  (feet) ADJUSTED
 DN6911  ______________________________________________________________________
 DN6911  GEOID HEIGHT    -        -27.928 (meters)                     GEOID18
 DN6911  NAD 83(2011) X  -   -379,225.912 (meters)                     COMP
 DN6911  NAD 83(2011) Y  - -4,558,042.515 (meters)                     COMP
 DN6911  NAD 83(2011) Z  -  4,430,842.645 (meters)                     COMP
 DN6911  LAPLACE CORR    -         -2.27  (seconds)                    DEFLEC18
 DN6911  DYNAMIC HEIGHT  -        310.492 (meters)     1018.67  (feet) COMP
 DN6911  MODELED GRAVITY -    980,445.0   (mgal)                       NAVD 88
 DN6911
 DN6911  VERT ORDER      -  SECOND    CLASS I
 DN6911
 DN6911  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DN6911  Standards:
 DN6911         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DN6911            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DN6911  -------------------------------------------------------------------
 DN6911  NETWORK    0.80   1.08           0.36   0.28   0.55      0.11736104
 DN6911  -------------------------------------------------------------------
 DN6911  Click here for local accuracies and other accuracy information.
 DN6911
 DN6911.The horizontal coordinates were established by GPS observations
 DN6911.and adjusted by the MN DEPT OF TRANSP in April 2020.
 DN6911
 DN6911.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DN6911.been affixed to the stable North American tectonic plate. See 
 DN6911.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DN6911
 DN6911.The horizontal coordinates are valid at the epoch date displayed above
 DN6911.which is a decimal equivalence of Year/Month/Day.
 DN6911
 DN6911.The orthometric height was determined by differential leveling and
 DN6911.adjusted by the NATIONAL GEODETIC SURVEY
 DN6911.in May 2013.
 DN6911
 DN6911.Significant digits in the geoid height do not necessarily reflect accuracy.
 DN6911.GEOID18 height accuracy estimate available here.
 DN6911
 DN6911.Click photographs - Photos may exist for this station.
 DN6911
 DN6911.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DN6911
 DN6911.The Laplace correction was computed from DEFLEC18 derived deflections.
 DN6911
 DN6911.The ellipsoidal height was determined by GPS observations
 DN6911.and is referenced to NAD 83.
 DN6911
 DN6911.The dynamic height is computed by dividing the NAVD 88
 DN6911.geopotential number by the normal gravity value computed on the
 DN6911.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN6911.degrees latitude (g = 980.6199 gals.).
 DN6911
 DN6911.The modeled gravity was interpolated from observed gravity values.
 DN6911
 DN6911. The following values were computed from the NAD 83(2011) position.
 DN6911
 DN6911;                    North         East     Units Scale Factor Converg.
 DN6911;SPC MN S     -   242,817.661   739,656.883   MT  0.99992929   -0 31 47.7
 DN6911;SPC MN S     -   796,644.28  2,426,690.96   sFT  0.99992929   -0 31 47.7
 DN6911;UTM  15      - 4,904,788.052   359,883.059   MT  0.99984145   -1 13 34.5
 DN6911
 DN6911!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DN6911!SPC MN S     -   0.99995569  x   0.99992929  =   0.99988498
 DN6911!UTM  15      -   0.99995569  x   0.99984145  =   0.99979715
 DN6911
 DN6911_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUK5988304788(NAD 83)
 DN6911
 DN6911                          SUPERSEDED SURVEY CONTROL
 DN6911
 DN6911.No superseded survey control is available for this station.
 DN6911
 DN6911_MARKER: DV = VERTICAL CONTROL DISK
 DN6911_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 DN6911_STAMPING: 0803-S 1978
 DN6911_MARK LOGO: MNHD
 DN6911_PROJECTION: FLUSH
 DN6911_MAGNETIC: I = MARKER IS A STEEL ROD
 DN6911_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DN6911_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DN6911+SATELLITE: SATELLITE OBSERVATIONS - April 10, 2024
 DN6911
 DN6911  HISTORY     - Date     Condition        Report By
 DN6911  HISTORY     - 19780401 MONUMENTED       MNHD
 DN6911  HISTORY     - 20090630 GOOD             MNDT
 DN6911  HISTORY     - 20200211 GOOD             MNDT
 DN6911  HISTORY     - 20240410 GOOD             MNDT
 DN6911
 DN6911                          STATION DESCRIPTION
 DN6911
 DN6911'DESCRIBED BY MN DEPT OF TRANSP 2009 (KMS)
 DN6911'THE MARK IS 1.8 MI (2.9 KM) SOUTHWEST OF SLEEPY EYE.
 DN6911'
 DN6911'TO REACH THE MARK GO 2.25 MI (3.6 KM) WEST AND SOUTH ALONG TRUNK
 DN6911'HIGHWAY 14 FROM THE JUNCTION OF TRUNK HIGHWAY 14 AND TRUNK HIGHWAY
 DN6911'4/TRUNK HIGHWAY 68 (NORTH) IN SLEEPY EYE, AT TRUNK HIGHWAY 14 MILE
 DN6911'POINT 86.85.
 DN6911'
 DN6911'IT IS 54 FT (16.5 M) NORTH OF TRUNK HIGHWAY 14, ON SECTION LINE BY
 DN6911'FENCE CORNER, 0.5 FT (0.2 M) SOUTH OF A WITNESS POST.
 DN6911
 DN6911                          STATION RECOVERY (2020)
 DN6911
 DN6911'RECOVERY NOTE BY MN DEPT OF TRANSP 2020 (TXD)
 DN6911'RECOVERED AS DESCRIBED.
 DN6911
 DN6911                          STATION RECOVERY (2024)
 DN6911
 DN6911'RECOVERY NOTE BY MN DEPT OF TRANSP 2024 (TJD)
 DN6911'1.8 MI (2.9 KM) SOUTHWEST OF SLEEPY EYE, 2.25 MI (3.62 KM) WEST AND
 DN6911'SOUTH ALONG TRUNK HIGHWAY 14 FROM THE JUNCTION OF TRUNK HIGHWAY 14 AND
 DN6911'TRUNK HIGHWAY 4/TRUNK HIGHWAY 68 IN SLEEPY EYE, AT TRUNK HIGHWAY 14
 DN6911'MILE POINT 86.85, 54.0 FT (16.5 M) NORTH OF TRUNK HIGHWAY 14, 1.0 FT
 DN6911'(0.3 M) EAST OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DN6913 ***********************************************************************
 DN6913  DESIGNATION -  0803 U
 DN6913  PID         -  DN6913
 DN6913  STATE/COUNTY-  MN/BROWN
 DN6913  COUNTRY     -  US
 DN6913  USGS QUAD   -  SLEEPY EYE (2019)
 DN6913
 DN6913                         *CURRENT SURVEY CONTROL
 DN6913  ______________________________________________________________________
 DN6913* NAD 83(2011) POSITION- 44 17 25.67936(N) 094 44 44.51725(W)   ADJUSTED
 DN6913* NAD 83(2011) ELLIP HT-   282.673 (meters)        (04/02/20)   ADJUSTED
 DN6913* NAD 83(2011) EPOCH   -  2010.00
 DN6913* NAVD 88 ORTHO HEIGHT -   310.601 (meters)     1019.03  (feet) ADJUSTED
 DN6913  ______________________________________________________________________
 DN6913  GEOID HEIGHT    -        -27.936 (meters)                     GEOID18
 DN6913  NAD 83(2011) X  -   -378,356.372 (meters)                     COMP
 DN6913  NAD 83(2011) Y  - -4,557,521.469 (meters)                     COMP
 DN6913  NAD 83(2011) Z  -  4,431,448.912 (meters)                     COMP
 DN6913  LAPLACE CORR    -         -2.09  (seconds)                    DEFLEC18
 DN6913  DYNAMIC HEIGHT  -        310.550 (meters)     1018.86  (feet) COMP
 DN6913  MODELED GRAVITY -    980,445.7   (mgal)                       NAVD 88
 DN6913
 DN6913  VERT ORDER      -  SECOND    CLASS I
 DN6913
 DN6913  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DN6913  Standards:
 DN6913         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DN6913            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DN6913  -------------------------------------------------------------------
 DN6913  NETWORK    0.81   1.12           0.37   0.28   0.57      0.11932351
 DN6913  -------------------------------------------------------------------
 DN6913  Click here for local accuracies and other accuracy information.
 DN6913
 DN6913.The horizontal coordinates were established by GPS observations
 DN6913.and adjusted by the MN DEPT OF TRANSP in April 2020.
 DN6913
 DN6913.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DN6913.been affixed to the stable North American tectonic plate. See 
 DN6913.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DN6913
 DN6913.The horizontal coordinates are valid at the epoch date displayed above
 DN6913.which is a decimal equivalence of Year/Month/Day.
 DN6913
 DN6913.The orthometric height was determined by differential leveling and
 DN6913.adjusted by the NATIONAL GEODETIC SURVEY
 DN6913.in May 2013.
 DN6913
 DN6913.Significant digits in the geoid height do not necessarily reflect accuracy.
 DN6913.GEOID18 height accuracy estimate available here.
 DN6913
 DN6913.Click photographs - Photos may exist for this station.
 DN6913
 DN6913.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DN6913
 DN6913.The Laplace correction was computed from DEFLEC18 derived deflections.
 DN6913
 DN6913.The ellipsoidal height was determined by GPS observations
 DN6913.and is referenced to NAD 83.
 DN6913
 DN6913.The dynamic height is computed by dividing the NAVD 88
 DN6913.geopotential number by the normal gravity value computed on the
 DN6913.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN6913.degrees latitude (g = 980.6199 gals.).
 DN6913
 DN6913.The modeled gravity was interpolated from observed gravity values.
 DN6913
 DN6913. The following values were computed from the NAD 83(2011) position.
 DN6913
 DN6913;                    North         East     Units Scale Factor Converg.
 DN6913;SPC MN S     -   243,656.821   740,487.929   MT  0.99992879   -0 31 21.7
 DN6913;SPC MN S     -   799,397.42  2,429,417.48   sFT  0.99992879   -0 31 21.7
 DN6913;UTM  15      - 4,905,616.975   360,724.168   MT  0.99983856   -1 13 09.2
 DN6913
 DN6913!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DN6913!SPC MN S     -   0.99995568  x   0.99992879  =   0.99988447
 DN6913!UTM  15      -   0.99995568  x   0.99983856  =   0.99979425
 DN6913
 DN6913_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUK6072405616(NAD 83)
 DN6913
 DN6913                          SUPERSEDED SURVEY CONTROL
 DN6913
 DN6913.No superseded survey control is available for this station.
 DN6913
 DN6913_MARKER: DV = VERTICAL CONTROL DISK
 DN6913_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 DN6913_STAMPING: 0803-U 1978
 DN6913_MARK LOGO: MNHD
 DN6913_PROJECTION: FLUSH
 DN6913_MAGNETIC: I = MARKER IS A STEEL ROD
 DN6913_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DN6913_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DN6913+SATELLITE: SATELLITE OBSERVATIONS - April 10, 2024
 DN6913
 DN6913  HISTORY     - Date     Condition        Report By
 DN6913  HISTORY     - 19780401 MONUMENTED       MNHD
 DN6913  HISTORY     - 20090630 GOOD             MNDT
 DN6913  HISTORY     - 20200211 GOOD             MNDT
 DN6913  HISTORY     - 20240410 GOOD             MNDT
 DN6913
 DN6913                          STATION DESCRIPTION
 DN6913
 DN6913'DESCRIBED BY MN DEPT OF TRANSP 2009 (KMS)
 DN6913'THE MARK IS 1.1 MI (1.8 KM) SOUTHWEST OF SLEEPY EYE.
 DN6913'
 DN6913'TO REACH THE MARK GO 1.3 MI (2.1 KM) WEST AND SOUTH ALONG TRUNK
 DN6913'HIGHWAY 14 FROM THE JUNCTION OF TRUNK HIGHWAY 14 AND TRUNK HIGHWAY
 DN6913'4/TRUNK HIGHWAY 68 (NORTH) IN SLEEPY EYE, AT TRUNK HIGHWAY 14 MILE
 DN6913'POINT 87.75.
 DN6913'
 DN6913'IT IS 49 FT (14.9 M) EAST OF TRUNK HIGHWAY 14, AT TRUNK HIGHWAY 14
 DN6913'STATION 1049+98, NORTHWEST OF THE NORTHWEST CORNER OF COUNTY HIGHWAY
 DN6913'YARD, 0.5 FT (0.2 M) WEST OF A WITNESS POST.
 DN6913
 DN6913                          STATION RECOVERY (2020)
 DN6913
 DN6913'RECOVERY NOTE BY MN DEPT OF TRANSP 2020 (TXD)
 DN6913'RECOVERED AS DESCRIBED.
 DN6913
 DN6913                          STATION RECOVERY (2024)
 DN6913
 DN6913'RECOVERY NOTE BY MN DEPT OF TRANSP 2024 (TJD)
 DN6913'1.1 MI (1.8 KM) SOUTHWEST OF SLEEPY EYE, 1.3 MI (2.1 KM) WEST AND
 DN6913'SOUTH ALONG TRUNK HIGHWAY 14 FROM THE JUNCTION OF TRUNK HIGHWAY 14 AND
 DN6913'TRUNK HIGHWAY 4/TRUNK HIGHWAY 68 (NORTH) IN SLEEPY EYE, AT TRUNK
 DN6913'HIGHWAY 14 MILE POINT 87.75, 49.0 FT (14.9 M) EAST OF TRUNK HIGHWAY
 DN6913'14, AT TRUNK HIGHWAY 14 STATION 1049+98, NORTHWEST OF THE NORTHWEST
 DN6913'CORNER OF A COUNTY HIGHWAY YARD, 0.5 FT (15 CM) WEST OF A WITNESS
 DN6913'POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DR4378 ***********************************************************************
 DR4378  HT_MOD      -  This is a Height Modernization Survey Station.
 DR4378  DESIGNATION -  0803 V
 DR4378  PID         -  DR4378
 DR4378  STATE/COUNTY-  MN/BROWN
 DR4378  COUNTRY     -  US
 DR4378  USGS QUAD   -  SPRINGFIELD (2019)
 DR4378
 DR4378                         *CURRENT SURVEY CONTROL
 DR4378  ______________________________________________________________________
 DR4378* NAD 83(2011) POSITION- 44 14 55.89636(N) 094 57 09.69798(W)   ADJUSTED
 DR4378* NAD 83(2011) ELLIP HT-   292.394 (meters)        (04/02/20)   ADJUSTED
 DR4378* NAD 83(2011) EPOCH   -  2010.00
 DR4378* NAVD 88 ORTHO HEIGHT -   320.10  (meters)     1050.2   (feet) GPS OBS
 DR4378  ______________________________________________________________________
 DR4378  GEOID HEIGHT    -        -27.713 (meters)                     GEOID18
 DR4378  NAD 83(2011) X  -   -395,098.223 (meters)                     COMP
 DR4378  NAD 83(2011) Y  - -4,559,347.018 (meters)                     COMP
 DR4378  NAD 83(2011) Z  -  4,428,145.049 (meters)                     COMP
 DR4378  LAPLACE CORR    -         -2.66  (seconds)                    DEFLEC18
 DR4378
 DR4378  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DR4378  Standards:
 DR4378         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DR4378            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DR4378  -------------------------------------------------------------------
 DR4378  NETWORK    0.83   1.06           0.38   0.28   0.54      0.14556153
 DR4378  -------------------------------------------------------------------
 DR4378  Click here for local accuracies and other accuracy information.
 DR4378
 DR4378.The horizontal coordinates were established by GPS observations
 DR4378.and adjusted by the MN DEPT OF TRANSP in April 2020.
 DR4378
 DR4378.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DR4378.been affixed to the stable North American tectonic plate. See 
 DR4378.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DR4378
 DR4378.The horizontal coordinates are valid at the epoch date displayed above
 DR4378.which is a decimal equivalence of Year/Month/Day.
 DR4378
 DR4378.The orthometric height was determined by GPS observations and a
 DR4378.high-resolution geoid model using precise GPS observation and
 DR4378.processing techniques.
 DR4378
 DR4378.Significant digits in the geoid height do not necessarily reflect accuracy.
 DR4378.GEOID18 height accuracy estimate available here.
 DR4378
 DR4378.Click photographs - Photos may exist for this station.
 DR4378
 DR4378.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DR4378
 DR4378.The Laplace correction was computed from DEFLEC18 derived deflections.
 DR4378
 DR4378.The ellipsoidal height was determined by GPS observations
 DR4378.and is referenced to NAD 83.
 DR4378
 DR4378. The following values were computed from the NAD 83(2011) position.
 DR4378
 DR4378;                    North         East     Units Scale Factor Converg.
 DR4378;SPC MN S     -   239,205.875   723,915.082   MT  0.99993171   -0 40 04.0
 DR4378;SPC MN S     -   784,794.61  2,375,044.73   sFT  0.99993171   -0 40 04.0
 DR4378;UTM  15      - 4,901,367.878   344,099.523   MT  0.99989892   -1 21 46.1
 DR4378
 DR4378!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DR4378!SPC MN S     -   0.99995415  x   0.99993171  =   0.99988587
 DR4378!UTM  15      -   0.99995415  x   0.99989892  =   0.99985308
 DR4378
 DR4378_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUK4409901367(NAD 83)
 DR4378
 DR4378                          SUPERSEDED SURVEY CONTROL
 DR4378
 DR4378.No superseded survey control is available for this station.
 DR4378
 DR4378_MARKER: I = METAL ROD
 DR4378_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DR4378_STAMPING: 0803 V 2019
 DR4378_MARK LOGO: MNDT
 DR4378_PROJECTION: RECESSED 3 CENTIMETERS
 DR4378_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DR4378_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DR4378_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DR4378+SATELLITE: SATELLITE OBSERVATIONS - April 10, 2024
 DR4378_ROD/PIPE-DEPTH: 9.1 meters
 DR4378
 DR4378  HISTORY     - Date     Condition        Report By
 DR4378  HISTORY     - 20191022 MONUMENTED       MNDT
 DR4378  HISTORY     - 20240410 GOOD             MNDT
 DR4378
 DR4378                          STATION DESCRIPTION
 DR4378
 DR4378'DESCRIBED BY MN DEPT OF TRANSP 2019
 DR4378'1.5 NORTHEAST OF SPRINGFIELD, 0.8 MILE NORTHEAST ALONG TRUNK HIGHWAY
 DR4378'14 FROM THE JUNCTION OF TRUNK HIGHWAY 14 AND COUNTY ROAD 5 IN
 DR4378'SPRINGFIELD, AT TRUNK HIGHWAY 14 MILEPOINT 76.45, 48.8 FEET
 DR4378'NORTH-NORTHWEST OF TRUNK HIGHWAY 14. 29.8 FEET WEST-SOUTHWEST OF AN
 DR4378'ENTRANCE, 1.5 FEET WEST-SOUTHWEST OF A WITNESS POST.
 DR4378
 DR4378                          STATION RECOVERY (2024)
 DR4378
 DR4378'RECOVERY NOTE BY MN DEPT OF TRANSP 2024 (TJD)
 DR4378'1.5 NORTHEAST OF SPRINGFIELD, 0.8 MI (1.3 KM) NORTHEAST ALONG TRUNK
 DR4378'HIGHWAY 14 FROM THE JUNCTION OF TRUNK HIGHWAY 14 AND COUNTY ROAD 5 IN
 DR4378'SPRINGFIELD, AT TRUNK HIGHWAY 14 MILE POINT 76.45, 48.8 FT (14.9 M)
 DR4378'NORTH-NORTHWEST OF TRUNK HIGHWAY 14.  29.8 FT (9.1 M) WEST-SOUTHWEST
 DR4378'OF AN ENTRANCE, 1.5 FT (0.5 M) WEST-SOUTHWEST OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DR4379 ***********************************************************************
 DR4379  HT_MOD      -  This is a Height Modernization Survey Station.
 DR4379  DESIGNATION -  0803 W
 DR4379  PID         -  DR4379
 DR4379  STATE/COUNTY-  MN/BROWN
 DR4379  COUNTRY     -  US
 DR4379  USGS QUAD   -  BOISE LAKE (2019)
 DR4379
 DR4379                         *CURRENT SURVEY CONTROL
 DR4379  ______________________________________________________________________
 DR4379* NAD 83(2011) POSITION- 44 15 09.29090(N) 094 56 06.96652(W)   ADJUSTED
 DR4379* NAD 83(2011) ELLIP HT-   289.778 (meters)        (04/02/20)   ADJUSTED
 DR4379* NAD 83(2011) EPOCH   -  2010.00
 DR4379* NAVD 88 ORTHO HEIGHT -   317.51  (meters)     1041.7   (feet) GPS OBS
 DR4379  ______________________________________________________________________
 DR4379  GEOID HEIGHT    -        -27.734 (meters)                     GEOID18
 DR4379  NAD 83(2011) X  -   -393,686.586 (meters)                     COMP
 DR4379  NAD 83(2011) Y  - -4,559,177.664 (meters)                     COMP
 DR4379  NAD 83(2011) Z  -  4,428,439.378 (meters)                     COMP
 DR4379  LAPLACE CORR    -         -2.62  (seconds)                    DEFLEC18
 DR4379
 DR4379  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DR4379  Standards:
 DR4379         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DR4379            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DR4379  -------------------------------------------------------------------
 DR4379  NETWORK    0.83   1.04           0.38   0.28   0.53      0.14745294
 DR4379  -------------------------------------------------------------------
 DR4379  Click here for local accuracies and other accuracy information.
 DR4379
 DR4379.The horizontal coordinates were established by GPS observations
 DR4379.and adjusted by the MN DEPT OF TRANSP in April 2020.
 DR4379
 DR4379.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DR4379.been affixed to the stable North American tectonic plate. See 
 DR4379.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DR4379
 DR4379.The horizontal coordinates are valid at the epoch date displayed above
 DR4379.which is a decimal equivalence of Year/Month/Day.
 DR4379
 DR4379.The orthometric height was determined by GPS observations and a
 DR4379.high-resolution geoid model using precise GPS observation and
 DR4379.processing techniques.
 DR4379
 DR4379.Significant digits in the geoid height do not necessarily reflect accuracy.
 DR4379.GEOID18 height accuracy estimate available here.
 DR4379
 DR4379.Click photographs - Photos may exist for this station.
 DR4379
 DR4379.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DR4379
 DR4379.The Laplace correction was computed from DEFLEC18 derived deflections.
 DR4379
 DR4379.The ellipsoidal height was determined by GPS observations
 DR4379.and is referenced to NAD 83.
 DR4379
 DR4379. The following values were computed from the NAD 83(2011) position.
 DR4379
 DR4379;                    North         East     Units Scale Factor Converg.
 DR4379;SPC MN S     -   239,603.183   725,311.394   MT  0.99993143   -0 39 20.0
 DR4379;SPC MN S     -   786,098.11  2,379,625.80   sFT  0.99993143   -0 39 20.0
 DR4379;UTM  15      - 4,901,748.204   345,500.503   MT  0.99989357   -1 21 02.7
 DR4379
 DR4379!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DR4379!SPC MN S     -   0.99995456  x   0.99993143  =   0.99988600
 DR4379!UTM  15      -   0.99995456  x   0.99989357  =   0.99984814
 DR4379
 DR4379_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUK4550001748(NAD 83)
 DR4379
 DR4379                          SUPERSEDED SURVEY CONTROL
 DR4379
 DR4379.No superseded survey control is available for this station.
 DR4379
 DR4379_MARKER: I = METAL ROD
 DR4379_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DR4379_STAMPING: 0803 W 2019
 DR4379_MARK LOGO: MNDT
 DR4379_PROJECTION: RECESSED 5 CENTIMETERS
 DR4379_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DR4379_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DR4379_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DR4379+SATELLITE: SATELLITE OBSERVATIONS - April 10, 2024
 DR4379_ROD/PIPE-DEPTH: 8.8 meters
 DR4379
 DR4379  HISTORY     - Date     Condition        Report By
 DR4379  HISTORY     - 20191023 MONUMENTED       MNDT
 DR4379  HISTORY     - 20240410 GOOD             MNDT
 DR4379
 DR4379                          STATION DESCRIPTION
 DR4379
 DR4379'DESCRIBED BY MN DEPT OF TRANSP 2019
 DR4379'2.5 NORTHEAST OF SPRINGFIELD, 1.7 MILES NORTHEAST ALONG TRUNK HIGHWAY
 DR4379'14 FROM THE JUNCTION OF TRUNK HIGHWAY 14 AND COUNTY ROAD 5 IN
 DR4379'SPRINGFIELD, AT TRUNK HIGHWAY 14 MILEPOINT 77.35, 48.0 FEET
 DR4379'NORTH-NORTHWEST OF TRUNK HIGHWAY 14, 1.8 FEET SOUTH-SOUTHEAST OF
 DR4379'RIGHT-OF-WAY POST, 1.5 FEET SOUTH-SOUTHEAST OF A WITNESS POST.
 DR4379
 DR4379                          STATION RECOVERY (2024)
 DR4379
 DR4379'RECOVERY NOTE BY MN DEPT OF TRANSP 2024 (TJD)
 DR4379'2.5 NORTHEAST OF SPRINGFIELD, 1.7 MI (2.7 KM) NORTHEAST ALONG TRUNK
 DR4379'HIGHWAY 14 FROM THE JUNCTION OF TRUNK HIGHWAY 14 AND COUNTY ROAD 5 IN
 DR4379'SPRINGFIELD, AT TRUNK HIGHWAY 14 MILE POINT 77.35, 48.0 FT (14.6 M)
 DR4379'NORTH-NORTHWEST OF TRUNK HIGHWAY 14, 1.8 FT (0.5 M) SOUTH-SOUTHEAST OF
 DR4379'RIGHT-OF-WAY POST, 1.5 FT (0.5 M) SOUTH-SOUTHEAST OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DR4380 ***********************************************************************
 DR4380  HT_MOD      -  This is a Height Modernization Survey Station.
 DR4380  DESIGNATION -  0803 X
 DR4380  PID         -  DR4380
 DR4380  STATE/COUNTY-  MN/BROWN
 DR4380  COUNTRY     -  US
 DR4380  USGS QUAD   -  BOISE LAKE (2019)
 DR4380
 DR4380                         *CURRENT SURVEY CONTROL
 DR4380  ______________________________________________________________________
 DR4380* NAD 83(2011) POSITION- 44 16 27.86882(N) 094 52 49.51944(W)   ADJUSTED
 DR4380* NAD 83(2011) ELLIP HT-   289.422 (meters)        (04/02/20)   ADJUSTED
 DR4380* NAD 83(2011) EPOCH   -  2010.00
 DR4380* NAVD 88 ORTHO HEIGHT -   317.22  (meters)     1040.7   (feet) GPS OBS
 DR4380  ______________________________________________________________________
 DR4380  GEOID HEIGHT    -        -27.804 (meters)                     GEOID18
 DR4380  NAD 83(2011) X  -   -389,178.084 (meters)                     COMP
 DR4380  NAD 83(2011) Y  - -4,557,865.422 (meters)                     COMP
 DR4380  NAD 83(2011) Z  -  4,430,176.115 (meters)                     COMP
 DR4380  LAPLACE CORR    -         -2.46  (seconds)                    DEFLEC18
 DR4380
 DR4380  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DR4380  Standards:
 DR4380         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DR4380            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DR4380  -------------------------------------------------------------------
 DR4380  NETWORK    0.88   1.10           0.40   0.30   0.56      0.15726004
 DR4380  -------------------------------------------------------------------
 DR4380  Click here for local accuracies and other accuracy information.
 DR4380
 DR4380.The horizontal coordinates were established by GPS observations
 DR4380.and adjusted by the MN DEPT OF TRANSP in April 2020.
 DR4380
 DR4380.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DR4380.been affixed to the stable North American tectonic plate. See 
 DR4380.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DR4380
 DR4380.The horizontal coordinates are valid at the epoch date displayed above
 DR4380.which is a decimal equivalence of Year/Month/Day.
 DR4380
 DR4380.The orthometric height was determined by GPS observations and a
 DR4380.high-resolution geoid model using precise GPS observation and
 DR4380.processing techniques.
 DR4380
 DR4380.Significant digits in the geoid height do not necessarily reflect accuracy.
 DR4380.GEOID18 height accuracy estimate available here.
 DR4380
 DR4380.Click photographs - Photos may exist for this station.
 DR4380
 DR4380.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DR4380
 DR4380.The Laplace correction was computed from DEFLEC18 derived deflections.
 DR4380
 DR4380.The ellipsoidal height was determined by GPS observations
 DR4380.and is referenced to NAD 83.
 DR4380
 DR4380. The following values were computed from the NAD 83(2011) position.
 DR4380
 DR4380;                    North         East     Units Scale Factor Converg.
 DR4380;SPC MN S     -   241,979.612   729,717.261   MT  0.99992986   -0 37 01.6
 DR4380;SPC MN S     -   793,894.78  2,394,080.71   sFT  0.99992986   -0 37 01.6
 DR4380;UTM  15      - 4,904,070.870   349,934.691   MT  0.99987696   -1 18 46.7
 DR4380
 DR4380!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DR4380!SPC MN S     -   0.99995462  x   0.99992986  =   0.99988448
 DR4380!UTM  15      -   0.99995462  x   0.99987696  =   0.99983159
 DR4380
 DR4380_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUK4993404070(NAD 83)
 DR4380
 DR4380                          SUPERSEDED SURVEY CONTROL
 DR4380
 DR4380.No superseded survey control is available for this station.
 DR4380
 DR4380_MARKER: I = METAL ROD
 DR4380_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DR4380_STAMPING: 0803 X 2019
 DR4380_MARK LOGO: MNDT
 DR4380_PROJECTION: RECESSED 5 CENTIMETERS
 DR4380_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DR4380_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DR4380_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DR4380+SATELLITE: SATELLITE OBSERVATIONS - April 10, 2024
 DR4380_ROD/PIPE-DEPTH: 8.2 meters
 DR4380
 DR4380  HISTORY     - Date     Condition        Report By
 DR4380  HISTORY     - 20190401 MONUMENTED       MNDT
 DR4380  HISTORY     - 20240410 GOOD             MNDT
 DR4380
 DR4380                          STATION DESCRIPTION
 DR4380
 DR4380'DESCRIBED BY MN DEPT OF TRANSP 2019
 DR4380'5.4 NORTHEAST OF SPRINGFIELD, 4.80 MILES NORTHEAST ALONG TRUNK HIGHWAY
 DR4380'14 FROM THE JUNCTION OF TRUNK HIGHWAY 14 AND COUNTY ROAD 5 IN
 DR4380'SPRINGFIELD, AT TRUNK HIGHWAY 14 MILEPOINT 80.50, 51.4 FEET
 DR4380'NORTH-NORTHWEST OF TRUNK HIGHWAY 14, 25.4 FEET NORTHEAST OF A FIELD
 DR4380'ENTRANCE, 1.5 FEET SOUTHEAST OF A WITNESS POST.
 DR4380
 DR4380                          STATION RECOVERY (2024)
 DR4380
 DR4380'RECOVERY NOTE BY MN DEPT OF TRANSP 2024 (TJD)
 DR4380'5.4 NORTHEAST OF SPRINGFIELD, 4.80 MI (7.72 KM) NORTHEAST ALONG TRUNK
 DR4380'HIGHWAY 14 FROM THE JUNCTION OF TRUNK HIGHWAY 14 AND COUNTY ROAD 5 IN
 DR4380'SPRINGFIELD, AT TRUNK HIGHWAY 14 MILE POINT 80.50, 51.4 FT (15.7 M)
 DR4380'NORTH-NORTHWEST OF TRUNK HIGHWAY 14, 25.4 FT (7.7 M) NORTHEAST OF A
 DR4380'FIELD ENTRANCE, 1.5 FT (0.5 M) SOUTHEAST OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DR4381 ***********************************************************************
 DR4381  HT_MOD      -  This is a Height Modernization Survey Station.
 DR4381  DESIGNATION -  0803 Y
 DR4381  PID         -  DR4381
 DR4381  STATE/COUNTY-  MN/BROWN
 DR4381  COUNTRY     -  US
 DR4381  USGS QUAD   -  EVAN (2019)
 DR4381
 DR4381                         *CURRENT SURVEY CONTROL
 DR4381  ______________________________________________________________________
 DR4381* NAD 83(2011) POSITION- 44 16 56.83076(N) 094 51 58.31135(W)   ADJUSTED
 DR4381* NAD 83(2011) ELLIP HT-   280.536 (meters)        (04/02/20)   ADJUSTED
 DR4381* NAD 83(2011) EPOCH   -  2010.00
 DR4381* NAVD 88 ORTHO HEIGHT -   308.35  (meters)     1011.6   (feet) GPS OBS
 DR4381  ______________________________________________________________________
 DR4381  GEOID HEIGHT    -        -27.821 (meters)                     GEOID18
 DR4381  NAD 83(2011) X  -   -387,993.035 (meters)                     COMP
 DR4381  NAD 83(2011) Y  - -4,557,333.682 (meters)                     COMP
 DR4381  NAD 83(2011) Z  -  4,430,809.961 (meters)                     COMP
 DR4381  LAPLACE CORR    -         -2.43  (seconds)                    DEFLEC18
 DR4381
 DR4381  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DR4381  Standards:
 DR4381         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DR4381            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DR4381  -------------------------------------------------------------------
 DR4381  NETWORK    0.87   1.12           0.40   0.29   0.57      0.16582353
 DR4381  -------------------------------------------------------------------
 DR4381  Click here for local accuracies and other accuracy information.
 DR4381
 DR4381.The horizontal coordinates were established by GPS observations
 DR4381.and adjusted by the MN DEPT OF TRANSP in April 2020.
 DR4381
 DR4381.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DR4381.been affixed to the stable North American tectonic plate. See 
 DR4381.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DR4381
 DR4381.The horizontal coordinates are valid at the epoch date displayed above
 DR4381.which is a decimal equivalence of Year/Month/Day.
 DR4381
 DR4381.The orthometric height was determined by GPS observations and a
 DR4381.high-resolution geoid model using precise GPS observation and
 DR4381.processing techniques.
 DR4381
 DR4381.Significant digits in the geoid height do not necessarily reflect accuracy.
 DR4381.GEOID18 height accuracy estimate available here.
 DR4381
 DR4381.Click photographs - Photos may exist for this station.
 DR4381
 DR4381.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DR4381
 DR4381.The Laplace correction was computed from DEFLEC18 derived deflections.
 DR4381
 DR4381.The ellipsoidal height was determined by GPS observations
 DR4381.and is referenced to NAD 83.
 DR4381
 DR4381. The following values were computed from the NAD 83(2011) position.
 DR4381
 DR4381;                    North         East     Units Scale Factor Converg.
 DR4381;SPC MN S     -   242,861.307   730,862.208   MT  0.99992931   -0 36 25.7
 DR4381;SPC MN S     -   796,787.47  2,397,837.09   sFT  0.99992931   -0 36 25.7
 DR4381;UTM  15      - 4,904,938.546   351,090.200   MT  0.99987271   -1 18 11.6
 DR4381
 DR4381!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DR4381!SPC MN S     -   0.99995601  x   0.99992931  =   0.99988533
 DR4381!UTM  15      -   0.99995601  x   0.99987271  =   0.99982873
 DR4381
 DR4381_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUK5109004938(NAD 83)
 DR4381
 DR4381                          SUPERSEDED SURVEY CONTROL
 DR4381
 DR4381.No superseded survey control is available for this station.
 DR4381
 DR4381_MARKER: I = METAL ROD
 DR4381_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DR4381_STAMPING: 0803 Y 2019
 DR4381_MARK LOGO: MNDT
 DR4381_PROJECTION: RECESSED 5 CENTIMETERS
 DR4381_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DR4381_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DR4381_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DR4381+SATELLITE: SATELLITE OBSERVATIONS - April 10, 2024
 DR4381_ROD/PIPE-DEPTH: 8.2 meters
 DR4381
 DR4381  HISTORY     - Date     Condition        Report By
 DR4381  HISTORY     - 20191023 MONUMENTED       MNDT
 DR4381  HISTORY     - 20240410 GOOD             MNDT
 DR4381
 DR4381                          STATION DESCRIPTION
 DR4381
 DR4381'DESCRIBED BY MN DEPT OF TRANSP 2019
 DR4381'6.5 NORTHEAST OF SPRINGFIELD, 5.7 MILES NORTHEAST ALONG TRUNK HIGHWAY
 DR4381'14 FROM THE JUNCTION OF TRUNK HIGHWAY 14 AND COUNTY ROAD 5 IN
 DR4381'SPRINGFIELD, AT TRUNK HIGHWAY 14 MILEPOINT 81.40, 171.6 FEET
 DR4381'NORTH-NORTHWEST OF TRUNK HIGHWAY 14, 422.2 FEET EAST OF 340TH AVENUE,
 DR4381'4.5 FEET SOUTH-SOUTHEAST OF RIGHT-OF-WAY POST, 1.5 FEET
 DR4381'SOUTH-SOUTHEAST OF A WITNESS POST.
 DR4381
 DR4381                          STATION RECOVERY (2024)
 DR4381
 DR4381'RECOVERY NOTE BY MN DEPT OF TRANSP 2024 (TJD)
 DR4381'6.5 NORTHEAST OF SPRINGFIELD, 5.7 MI (9.2 KM) NORTHEAST ALONG TRUNK
 DR4381'HIGHWAY 14 FROM THE JUNCTION OF TRUNK HIGHWAY 14 AND COUNTY ROAD 5 IN
 DR4381'SPRINGFIELD, AT TRUNK HIGHWAY 14 MILE POINT 81.40, 171.6 FT (52.3 M)
 DR4381'NORTH-NORTHWEST OF TRUNK HIGHWAY 14, 422.2 FT (128.7 M) EAST OF 340TH
 DR4381'AVENUE, 4.5 FT (1.4 M) SOUTH-SOUTHEAST OF RIGHT-OF-WAY POST, 1.5 FT
 DR4381'(0.5 M) SOUTH-SOUTHEAST OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DR4382 ***********************************************************************
 DR4382  HT_MOD      -  This is a Height Modernization Survey Station.
 DR4382  DESIGNATION -  0803 Z
 DR4382  PID         -  DR4382
 DR4382  STATE/COUNTY-  MN/BROWN
 DR4382  COUNTRY     -  US
 DR4382  USGS QUAD   -  SLEEPY EYE (2019)
 DR4382
 DR4382                         *CURRENT SURVEY CONTROL
 DR4382  ______________________________________________________________________
 DR4382* NAD 83(2011) POSITION- 44 17 44.86059(N) 094 44 35.18086(W)   ADJUSTED
 DR4382* NAD 83(2011) ELLIP HT-   284.061 (meters)        (04/02/20)   ADJUSTED
 DR4382* NAD 83(2011) EPOCH   -  2010.00
 DR4382* NAVD 88 ORTHO HEIGHT -   312.00  (meters)     1023.6   (feet) GPS OBS
 DR4382  ______________________________________________________________________
 DR4382  GEOID HEIGHT    -        -27.937 (meters)                     GEOID18
 DR4382  NAD 83(2011) X  -   -378,115.973 (meters)                     COMP
 DR4382  NAD 83(2011) Y  - -4,557,127.532 (meters)                     COMP
 DR4382  NAD 83(2011) Z  -  4,431,873.675 (meters)                     COMP
 DR4382  LAPLACE CORR    -         -1.99  (seconds)                    DEFLEC18
 DR4382
 DR4382  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DR4382  Standards:
 DR4382         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DR4382            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DR4382  -------------------------------------------------------------------
 DR4382  NETWORK    0.88   1.18           0.40   0.31   0.60      0.11128913
 DR4382  -------------------------------------------------------------------
 DR4382  Click here for local accuracies and other accuracy information.
 DR4382
 DR4382.The horizontal coordinates were established by GPS observations
 DR4382.and adjusted by the MN DEPT OF TRANSP in April 2020.
 DR4382
 DR4382.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DR4382.been affixed to the stable North American tectonic plate. See 
 DR4382.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DR4382
 DR4382.The horizontal coordinates are valid at the epoch date displayed above
 DR4382.which is a decimal equivalence of Year/Month/Day.
 DR4382
 DR4382.The orthometric height was determined by GPS observations and a
 DR4382.high-resolution geoid model using precise GPS observation and
 DR4382.processing techniques.
 DR4382
 DR4382.Significant digits in the geoid height do not necessarily reflect accuracy.
 DR4382.GEOID18 height accuracy estimate available here.
 DR4382
 DR4382.Click photographs - Photos may exist for this station.
 DR4382
 DR4382.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DR4382
 DR4382.The Laplace correction was computed from DEFLEC18 derived deflections.
 DR4382
 DR4382.The ellipsoidal height was determined by GPS observations
 DR4382.and is referenced to NAD 83.
 DR4382
 DR4382. The following values were computed from the NAD 83(2011) position.
 DR4382
 DR4382;                    North         East     Units Scale Factor Converg.
 DR4382;SPC MN S     -   244,246.919   740,700.280   MT  0.99992845   -0 31 15.1
 DR4382;SPC MN S     -   801,333.43  2,430,114.17   sFT  0.99992845   -0 31 15.1
 DR4382;UTM  15      - 4,906,204.395   360,943.658   MT  0.99983781   -1 13 03.1
 DR4382
 DR4382!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DR4382!SPC MN S     -   0.99995546  x   0.99992845  =   0.99988391
 DR4382!UTM  15      -   0.99995546  x   0.99983781  =   0.99979328
 DR4382
 DR4382_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUK6094306204(NAD 83)
 DR4382
 DR4382                          SUPERSEDED SURVEY CONTROL
 DR4382
 DR4382.No superseded survey control is available for this station.
 DR4382
 DR4382_MARKER: I = METAL ROD
 DR4382_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DR4382_STAMPING: 0803 Z 2019
 DR4382_MARK LOGO: MNDT
 DR4382_PROJECTION: RECESSED 15 CENTIMETERS
 DR4382_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DR4382_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DR4382_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DR4382+SATELLITE: SATELLITE OBSERVATIONS - April 10, 2024
 DR4382_ROD/PIPE-DEPTH: 9.1 meters
 DR4382
 DR4382  HISTORY     - Date     Condition        Report By
 DR4382  HISTORY     - 20191023 MONUMENTED       MNDT
 DR4382  HISTORY     - 20240410 GOOD             MNDT
 DR4382
 DR4382                          STATION DESCRIPTION
 DR4382
 DR4382'DESCRIBED BY MN DEPT OF TRANSP 2019
 DR4382'IN SLEEPY EYE, 0.85 MILE WEST ALONG TRUNK HIGHWAY 14 FROM THE JUNCTION
 DR4382'OF TRUNK HIGHWAY 14 AND TRUNK HIGHWAY 4 IN SLEEPY EYE, AT TRUNK
 DR4382'HIGHWAY 14 MILEPOINT 88.20, 72.5 FEET SOUTH-SOUTHEAST OF TRUNK HIGHWAY
 DR4382'14, 13.9 FEET WEST-SOUTHWEST OF A POWER POLE, 1.5 FEET NORTH-NORTHWEST
 DR4382'OF A WITNESS POST.
 DR4382
 DR4382                          STATION RECOVERY (2024)
 DR4382
 DR4382'RECOVERY NOTE BY MN DEPT OF TRANSP 2024 (TJD)
 DR4382'IN SLEEPY EYE, 0.85 MI (1.37 KM) WEST ALONG TRUNK HIGHWAY 14 FROM THE
 DR4382'JUNCTION OF TRUNK HIGHWAY 14 AND TRUNK HIGHWAY 4 IN SLEEPY EYE, AT
 DR4382'TRUNK HIGHWAY 14 MILE POINT 88.20, 72.5 FT (22.1 M) SOUTH-SOUTHEAST OF
 DR4382'TRUNK HIGHWAY 14, 13.9 FT (4.2 M) WEST-SOUTHWEST OF A POWER POLE, 1.5
 DR4382'FT (0.5 M) NORTH-NORTHWEST OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DN6932 ***********************************************************************
 DN6932  DESIGNATION -  0804 D
 DN6932  PID         -  DN6932
 DN6932  STATE/COUNTY-  MN/BROWN
 DN6932  COUNTRY     -  US
 DN6932  USGS QUAD   -  NEW ULM (2019)
 DN6932
 DN6932                         *CURRENT SURVEY CONTROL
 DN6932  ______________________________________________________________________
 DN6932* NAD 83(2011) POSITION- 44 19 35.11584(N) 094 29 36.75320(W)   ADJUSTED
 DN6932* NAD 83(2011) ELLIP HT-   274.398 (meters)        (10/28/13)   ADJUSTED
 DN6932* NAD 83(2011) EPOCH   -  2010.00
 DN6932* NAVD 88 ORTHO HEIGHT -   302.450 (meters)      992.29  (feet) ADJUSTED
 DN6932  ______________________________________________________________________
 DN6932  GEOID HEIGHT    -        -28.050 (meters)                     GEOID18
 DN6932  NAD 83(2011) X  -   -358,076.164 (meters)                     COMP
 DN6932  NAD 83(2011) Y  - -4,556,354.276 (meters)                     COMP
 DN6932  NAD 83(2011) Z  -  4,434,302.188 (meters)                     COMP
 DN6932  LAPLACE CORR    -         -1.79  (seconds)                    DEFLEC18
 DN6932  DYNAMIC HEIGHT  -        302.403 (meters)      992.13  (feet) COMP
 DN6932  MODELED GRAVITY -    980,455.1   (mgal)                       NAVD 88
 DN6932
 DN6932  VERT ORDER      -  SECOND    CLASS I
 DN6932
 DN6932  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DN6932  Standards:
 DN6932         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DN6932            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DN6932  -------------------------------------------------------------------
 DN6932  NETWORK    0.73   0.69           0.34   0.24   0.35      0.10467907
 DN6932  -------------------------------------------------------------------
 DN6932  Click here for local accuracies and other accuracy information.
 DN6932
 DN6932.The horizontal coordinates were established by GPS observations
 DN6932.and adjusted by the MN DEPT OF TRANSP in October 2013.
 DN6932
 DN6932.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DN6932.been affixed to the stable North American tectonic plate. See 
 DN6932.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DN6932
 DN6932.The horizontal coordinates are valid at the epoch date displayed above
 DN6932.which is a decimal equivalence of Year/Month/Day.
 DN6932
 DN6932.The orthometric height was determined by differential leveling and
 DN6932.adjusted by the NATIONAL GEODETIC SURVEY
 DN6932.in May 2013.
 DN6932
 DN6932.Significant digits in the geoid height do not necessarily reflect accuracy.
 DN6932.GEOID18 height accuracy estimate available here.
 DN6932
 DN6932.Click photographs - Photos may exist for this station.
 DN6932
 DN6932.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DN6932
 DN6932.The Laplace correction was computed from DEFLEC18 derived deflections.
 DN6932
 DN6932.The ellipsoidal height was determined by GPS observations
 DN6932.and is referenced to NAD 83.
 DN6932
 DN6932.The dynamic height is computed by dividing the NAVD 88
 DN6932.geopotential number by the normal gravity value computed on the
 DN6932.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN6932.degrees latitude (g = 980.6199 gals.).
 DN6932
 DN6932.The modeled gravity was interpolated from observed gravity values.
 DN6932
 DN6932. The following values were computed from the NAD 83(2011) position.
 DN6932
 DN6932;                    North         East     Units Scale Factor Converg.
 DN6932;SPC MN S     -   247,499.127   760,635.628   MT  0.99992669   -0 20 45.4
 DN6932;SPC MN S     -   812,003.39  2,495,518.72   sFT  0.99992669   -0 20 45.4
 DN6932;UTM  15      - 4,909,213.406   380,914.663   MT  0.99977440   -1 02 37.4
 DN6932
 DN6932!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DN6932!SPC MN S     -   0.99995698  x   0.99992669  =   0.99988367
 DN6932!UTM  15      -   0.99995698  x   0.99977440  =   0.99973139
 DN6932
 DN6932_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUK8091409213(NAD 83)
 DN6932
 DN6932                          SUPERSEDED SURVEY CONTROL
 DN6932
 DN6932.No superseded survey control is available for this station.
 DN6932
 DN6932_MARKER: I = METAL ROD
 DN6932_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DN6932_STAMPING: 0804 D 2009
 DN6932_MARK LOGO: MNDT
 DN6932_PROJECTION: RECESSED 5 CENTIMETERS
 DN6932_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DN6932_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DN6932_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DN6932+SATELLITE: SATELLITE OBSERVATIONS - April 08, 2024
 DN6932_ROD/PIPE-DEPTH: 7.6 meters
 DN6932
 DN6932  HISTORY     - Date     Condition        Report By
 DN6932  HISTORY     - 20090714 MONUMENTED       MNDT
 DN6932  HISTORY     - 20110808 GOOD             MNDT
 DN6932  HISTORY     - 20140407 GOOD             MNDT
 DN6932  HISTORY     - 20200213 GOOD             MNDT
 DN6932  HISTORY     - 20240408 GOOD             MNDT
 DN6932
 DN6932                          STATION DESCRIPTION
 DN6932
 DN6932'DESCRIBED BY MN DEPT OF TRANSP 2009
 DN6932'THE MARK IS IN NEW ULM.
 DN6932'
 DN6932'TO REACH THE MARK GO 1.75 MI (2.8 KM) NORTHWEST AND SOUTHWEST ALONG
 DN6932'TRUNK HIGHWAY 14 FROM THE JUNCTION OF TRUNK HIGHWAY 14 AND TRUNK
 DN6932'HIGHWAY 15/TRUNK HIGHWAY 68 IN NEW ULM, AT TRUNK HIGHWAY 14 MILE POINT
 DN6932'101.10.
 DN6932'
 DN6932'IT IS 28.3 FT (8.6 M) NORTHWEST OF TRUNK HIGHWAY 14 WESTBOUND, 31.2 FT
 DN6932'(9.5 M) SOUTHEAST OF WEST RIDGE ROAD, 7.5 FT (2.3 M) SOUTHEAST OF
 DN6932'LIGHT POLE NUMBER 14, 6.0 FT (1.8 M) SOUTHEAST OF A WITNESS POST.
 DN6932'
 DN6932'NOTE - THE STATION MARK CONSISTS OF A 3/4 INCH (19 MM) DIAMETER
 DN6932'ALUMINUM ROD DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL MARK
 DN6932'REMOVABLE DISK SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY
 DN6932'A SIX-INCH PVC PIPE BACKFILLED WITH WASHED SAND.
 DN6932
 DN6932                          STATION RECOVERY (2011)
 DN6932
 DN6932'RECOVERY NOTE BY MN DEPT OF TRANSP 2011 (JBG)
 DN6932'IN NEW ULM, 1.75 MILES NORTHWEST AND SOUTHWEST ALONG TRUNK HIGHWAY 14
 DN6932'FROM THE JUNCTION OF TRUNK HIGHWAY 14 AND TRUNK HIGHWAY 15/TRUNK
 DN6932'HIGHWAY 68 IN NEW ULM, AT TRUNK HIGHWAY 14 MILEPOINT 101.10, 28.3 FEET
 DN6932'NORTHWEST OF TRUNK HIGHWAY 14 WESTBOUND, 31.2 FEET SOUTHEAST OF WEST
 DN6932'RIDGE ROAD, 7.5 FEET SOUTHEAST OF LIGHT POLE NUMBER 14, 6.0 FEET
 DN6932'SOUTHEAST OF WITNESS POST.
 DN6932
 DN6932                          STATION RECOVERY (2014)
 DN6932
 DN6932'RECOVERY NOTE BY MN DEPT OF TRANSP 2014 (MAS)
 DN6932'IN NEW ULM, 1.75 MI (2.8 KM) NORTHWEST AND SOUTHWEST ALONG TRUNK
 DN6932'HIGHWAY 14  FROM THE JUNCTION OF TRUNK HIGHWAY 14 AND TRUNK HIGHWAY
 DN6932'15/ TRUNK HIGHWAY 68 IN NEW ULM, AT TRUNK HIGHWAY 14 MILE POINT
 DN6932'101.10, 28.3 FT (8.6 M) NORTHWEST OF TRUNK HIGHWAY 14 WESTBOUND, 31.2
 DN6932'FT (9.5 M) SOUTHEAST OF WEST RIDGE ROAD, 7.5 FT (2.3 M) SOUTHEAST OF
 DN6932'LIGHT POLE NUMBER 14, 6.0 FT (1.8 M) SOUTHEAST OF A WITNESS POST.
 DN6932
 DN6932                          STATION RECOVERY (2020)
 DN6932
 DN6932'RECOVERY NOTE BY MN DEPT OF TRANSP 2020 (BXB)
 DN6932'RECOVERED AS DESCRIBED.
 DN6932
 DN6932                          STATION RECOVERY (2024)
 DN6932
 DN6932'RECOVERY NOTE BY MN DEPT OF TRANSP 2024 (KMS)
 DN6932'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DN6929 ***********************************************************************
 DN6929  DESIGNATION -  0804 F
 DN6929  PID         -  DN6929
 DN6929  STATE/COUNTY-  MN/BROWN
 DN6929  COUNTRY     -  US
 DN6929  USGS QUAD   -  ESSIG (2019)
 DN6929
 DN6929                         *CURRENT SURVEY CONTROL
 DN6929  ______________________________________________________________________
 DN6929* NAD 83(2011) POSITION- 44 19 33.19657(N) 094 32 32.98115(W)   ADJUSTED
 DN6929* NAD 83(2011) ELLIP HT-   275.309 (meters)        (04/02/20)   ADJUSTED
 DN6929* NAD 83(2011) EPOCH   -  2010.00
 DN6929* NAVD 88 ORTHO HEIGHT -   303.325 (meters)      995.16  (feet) ADJUSTED
 DN6929  ______________________________________________________________________
 DN6929  GEOID HEIGHT    -        -28.025 (meters)                     GEOID18
 DN6929  NAD 83(2011) X  -   -361,972.209 (meters)                     COMP
 DN6929  NAD 83(2011) Y  - -4,556,088.597 (meters)                     COMP
 DN6929  NAD 83(2011) Z  -  4,434,260.444 (meters)                     COMP
 DN6929  LAPLACE CORR    -         -1.21  (seconds)                    DEFLEC18
 DN6929  DYNAMIC HEIGHT  -        303.278 (meters)      995.00  (feet) COMP
 DN6929  MODELED GRAVITY -    980,455.2   (mgal)                       NAVD 88
 DN6929
 DN6929  VERT ORDER      -  SECOND    CLASS I
 DN6929
 DN6929  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DN6929  Standards:
 DN6929         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DN6929            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DN6929  -------------------------------------------------------------------
 DN6929  NETWORK    0.84   1.10           0.39   0.28   0.56      0.13808600
 DN6929  -------------------------------------------------------------------
 DN6929  Click here for local accuracies and other accuracy information.
 DN6929
 DN6929.The horizontal coordinates were established by GPS observations
 DN6929.and adjusted by the MN DEPT OF TRANSP in April 2020.
 DN6929
 DN6929.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DN6929.been affixed to the stable North American tectonic plate. See 
 DN6929.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DN6929
 DN6929.The horizontal coordinates are valid at the epoch date displayed above
 DN6929.which is a decimal equivalence of Year/Month/Day.
 DN6929
 DN6929.The orthometric height was determined by differential leveling and
 DN6929.adjusted by the NATIONAL GEODETIC SURVEY
 DN6929.in May 2013.
 DN6929
 DN6929.Significant digits in the geoid height do not necessarily reflect accuracy.
 DN6929.GEOID18 height accuracy estimate available here.
 DN6929
 DN6929.Click photographs - Photos may exist for this station.
 DN6929
 DN6929.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DN6929
 DN6929.The Laplace correction was computed from DEFLEC18 derived deflections.
 DN6929
 DN6929.The ellipsoidal height was determined by GPS observations
 DN6929.and is referenced to NAD 83.
 DN6929
 DN6929.The dynamic height is computed by dividing the NAVD 88
 DN6929.geopotential number by the normal gravity value computed on the
 DN6929.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN6929.degrees latitude (g = 980.6199 gals.).
 DN6929
 DN6929.The modeled gravity was interpolated from observed gravity values.
 DN6929
 DN6929. The following values were computed from the NAD 83(2011) position.
 DN6929
 DN6929;                    North         East     Units Scale Factor Converg.
 DN6929;SPC MN S     -   247,464.635   756,730.919   MT  0.99992671   -0 22 48.9
 DN6929;SPC MN S     -   811,890.22  2,482,708.02   sFT  0.99992671   -0 22 48.9
 DN6929;UTM  15      - 4,909,226.464   377,010.396   MT  0.99978603   -1 04 40.6
 DN6929
 DN6929!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DN6929!SPC MN S     -   0.99995683  x   0.99992671  =   0.99988355
 DN6929!UTM  15      -   0.99995683  x   0.99978603  =   0.99974287
 DN6929
 DN6929_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUK7701009226(NAD 83)
 DN6929
 DN6929                          SUPERSEDED SURVEY CONTROL
 DN6929
 DN6929.No superseded survey control is available for this station.
 DN6929
 DN6929_MARKER: DB = BENCH MARK DISK
 DN6929_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 DN6929_STAMPING: 0804 F 2009
 DN6929_MARK LOGO: MNHD
 DN6929_PROJECTION: RECESSED 5 CENTIMETERS
 DN6929_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DN6929_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DN6929_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DN6929+SATELLITE: SATELLITE OBSERVATIONS - April 08, 2024
 DN6929
 DN6929  HISTORY     - Date     Condition        Report By
 DN6929  HISTORY     - 19640401 MONUMENTED       MNHD
 DN6929  HISTORY     - 20091014 GOOD             MNDT
 DN6929  HISTORY     - 20200213 GOOD             MNDT
 DN6929  HISTORY     - 20240408 GOOD             MNDT
 DN6929
 DN6929                          STATION DESCRIPTION
 DN6929
 DN6929'DESCRIBED BY MN DEPT OF TRANSP 2009 (KMS)
 DN6929'THE MARK IS 3.6 MI (5.8 KM) WEST OF NEW ULM.
 DN6929'
 DN6929'TO REACH THE MARK GO 4.2 MI (6.8 KM) NORTHWEST AND SOUTHWEST ALONG
 DN6929'TRUNK HIGHWAY 14 FROM THE JUNCTION OF TRUNK HIGHWAY 14 AND TRUNK
 DN6929'HIGHWAY 15/TRUNK HIGHWAY 68 IN NEW ULM, AT TRUNK HIGHWAY 14 MILE POINT
 DN6929'98.65.
 DN6929'
 DN6929'IT IS 101.3 FT (30.9 M) SOUTH OF TRUNK HIGHWAY 14, 27.6 FT (8.4 M)
 DN6929'EAST OF 185TH AVENUE, 55.1 FT (16.8 M) SOUTH OF CABLE BOX NUMBER 19.
 DN6929'PREFABRICATED CONCRETE POST AND DISK SET IN 1964 THEN USED IN 2009.
 DN6929
 DN6929                          STATION RECOVERY (2020)
 DN6929
 DN6929'RECOVERY NOTE BY MN DEPT OF TRANSP 2020 (RXJ)
 DN6929'RECOVERED AS DESCRIBED.
 DN6929
 DN6929                          STATION RECOVERY (2024)
 DN6929
 DN6929'RECOVERY NOTE BY MN DEPT OF TRANSP 2024 (KMS)
 DN6929'3.6 MI (5.8 KM) WEST OF NEW ULM, 4.2 MI (6.8 KM) NORTHWEST AND
 DN6929'SOUTHWEST ALONG TRUNK HIGHWAY 14 FROM THE JUNCTION OF TRUNK HIGHWAY 14
 DN6929'AND TRUNK HIGHWAY 15/TRUNK HIGHWAY 68 IN NEW ULM, AT TRUNK HIGHWAY 14
 DN6929'MILE POINT 98.65, 101.3 FT (30.9 M) SOUTH OF TRUNK HIGHWAY 14, 27.6 FT
 DN6929'(8.4 M) EAST OF 185TH AVENUE, 55.1 FT (16.8 M) SOUTH OF CABLE BOX
 DN6929'NUMBER 19, 1.0 FT (0.3 M) NORTH OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DN6928 ***********************************************************************
 DN6928  DESIGNATION -  0804 G
 DN6928  PID         -  DN6928
 DN6928  STATE/COUNTY-  MN/BROWN
 DN6928  COUNTRY     -  US
 DN6928  USGS QUAD   -  ESSIG (2019)
 DN6928
 DN6928                         *CURRENT SURVEY CONTROL
 DN6928  ______________________________________________________________________
 DN6928* NAD 83(2011) POSITION- 44 19 35.87299(N) 094 33 45.42249(W)   ADJUSTED
 DN6928* NAD 83(2011) ELLIP HT-   276.228 (meters)        (04/02/20)   ADJUSTED
 DN6928* NAD 83(2011) EPOCH   -  2010.00
 DN6928* NAVD 88 ORTHO HEIGHT -   304.249 (meters)      998.19  (feet) ADJUSTED
 DN6928  ______________________________________________________________________
 DN6928  GEOID HEIGHT    -        -28.015 (meters)                     GEOID18
 DN6928  NAD 83(2011) X  -   -363,567.770 (meters)                     COMP
 DN6928  NAD 83(2011) Y  - -4,555,904.301 (meters)                     COMP
 DN6928  NAD 83(2011) Z  -  4,434,320.186 (meters)                     COMP
 DN6928  LAPLACE CORR    -         -1.10  (seconds)                    DEFLEC18
 DN6928  DYNAMIC HEIGHT  -        304.201 (meters)      998.03  (feet) COMP
 DN6928  MODELED GRAVITY -    980,454.4   (mgal)                       NAVD 88
 DN6928
 DN6928  VERT ORDER      -  SECOND    CLASS I
 DN6928
 DN6928  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DN6928  Standards:
 DN6928         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DN6928            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DN6928  -------------------------------------------------------------------
 DN6928  NETWORK    0.88   1.16           0.41   0.29   0.59      0.13928453
 DN6928  -------------------------------------------------------------------
 DN6928  Click here for local accuracies and other accuracy information.
 DN6928
 DN6928.The horizontal coordinates were established by GPS observations
 DN6928.and adjusted by the MN DEPT OF TRANSP in April 2020.
 DN6928
 DN6928.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DN6928.been affixed to the stable North American tectonic plate. See 
 DN6928.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DN6928
 DN6928.The horizontal coordinates are valid at the epoch date displayed above
 DN6928.which is a decimal equivalence of Year/Month/Day.
 DN6928
 DN6928.The orthometric height was determined by differential leveling and
 DN6928.adjusted by the NATIONAL GEODETIC SURVEY
 DN6928.in May 2013.
 DN6928
 DN6928.Significant digits in the geoid height do not necessarily reflect accuracy.
 DN6928.GEOID18 height accuracy estimate available here.
 DN6928
 DN6928.Click photographs - Photos may exist for this station.
 DN6928
 DN6928.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DN6928
 DN6928.The Laplace correction was computed from DEFLEC18 derived deflections.
 DN6928
 DN6928.The ellipsoidal height was determined by GPS observations
 DN6928.and is referenced to NAD 83.
 DN6928
 DN6928.The dynamic height is computed by dividing the NAVD 88
 DN6928.geopotential number by the normal gravity value computed on the
 DN6928.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN6928.degrees latitude (g = 980.6199 gals.).
 DN6928
 DN6928.The modeled gravity was interpolated from observed gravity values.
 DN6928
 DN6928. The following values were computed from the NAD 83(2011) position.
 DN6928
 DN6928;                    North         East     Units Scale Factor Converg.
 DN6928;SPC MN S     -   247,558.087   755,126.546   MT  0.99992668   -0 23 39.7
 DN6928;SPC MN S     -   812,196.82  2,477,444.34   sFT  0.99992668   -0 23 39.7
 DN6928;UTM  15      - 4,909,339.429   375,407.501   MT  0.99979091   -1 05 31.3
 DN6928
 DN6928!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DN6928!SPC MN S     -   0.99995669  x   0.99992668  =   0.99988337
 DN6928!UTM  15      -   0.99995669  x   0.99979091  =   0.99974761
 DN6928
 DN6928_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUK7540709339(NAD 83)
 DN6928
 DN6928                          SUPERSEDED SURVEY CONTROL
 DN6928
 DN6928.No superseded survey control is available for this station.
 DN6928
 DN6928_MARKER: I = METAL ROD
 DN6928_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DN6928_STAMPING: 0804 G 2009
 DN6928_MARK LOGO: MNDT
 DN6928_PROJECTION: RECESSED 5 CENTIMETERS
 DN6928_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DN6928_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DN6928_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DN6928+SATELLITE: SATELLITE OBSERVATIONS - April 08, 2024
 DN6928_ROD/PIPE-DEPTH: 10.7 meters
 DN6928
 DN6928  HISTORY     - Date     Condition        Report By
 DN6928  HISTORY     - 20090714 MONUMENTED       MNDT
 DN6928  HISTORY     - 20191029 GOOD             MNDT
 DN6928  HISTORY     - 20200213 GOOD             MNDT
 DN6928  HISTORY     - 20240408 GOOD             MNDT
 DN6928
 DN6928                          STATION DESCRIPTION
 DN6928
 DN6928'DESCRIBED BY MN DEPT OF TRANSP 2009
 DN6928'THE MARK IS 2.1 MI (3.4 KM) EAST OF ESSIG.
 DN6928'
 DN6928'TO REACH THE MARK GO 2.1 MI (3.4 KM) NORTHEAST AND EAST ALONG TRUNK
 DN6928'HIGHWAY 14 FROM THE JUNCTION OF TRUNK HIGHWAY 14 AND COUNTY ROAD 11
 DN6928'NORTH IN ESSIG, AT TRUNK HIGHWAY 14 MILE POINT 97.60.
 DN6928'
 DN6928'IT IS 76.5 FT (23.3 M) NORTH OF TRUNK HIGHWAY 14, 50.3 FT (15.3 M)
 DN6928'EAST OF 195TH AVENUE, 31.2 FT (9.5 M) NORTH OF EAST POWER POLE OF SET
 DN6928'OF TWO, 1.1 FT (0.3 M) EAST OF A WITNESS POST.
 DN6928'
 DN6928'NOTE - THE STATION MARK CONSISTS OF A 3/4 INCH (19 MM) DIAMETER
 DN6928'ALUMINUM ROD DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL MARK
 DN6928'REMOVABLE DISK SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY
 DN6928'A SIX-INCH PVC PIPE BACKFILLED WITH WASHED SAND.
 DN6928
 DN6928                          STATION RECOVERY (2019)
 DN6928
 DN6928'RECOVERY NOTE BY MN DEPT OF TRANSP 2019 (MPP)
 DN6928'2.1 MI (3.4 KM) EAST OF ESSIG, 2.1 MI (3.4 KM) NORTHEAST AND EAST
 DN6928'ALONG TRUNK HIGHWAY 14 FROM THE JUNCTION OF TRUNK HIGHWAY 14 AND
 DN6928'COUNTY ROAD 11 NORTH IN ESSIG, AT TRUNK HIGHWAY 14 MILE POINT 97.60,
 DN6928'76.5 FT (23.3 M) NORTH OF TRUNK HIGHWAY 14, 50.3 FT (15.3 M) EAST OF
 DN6928'195TH AVENUE, 31.2 FT (9.5 M) NORTH OF AN EAST POWER POLE OF A SET OF
 DN6928'TWO, 1.1 FT (0.3 M) EAST OF A WITNESS POST.
 DN6928
 DN6928                          STATION RECOVERY (2020)
 DN6928
 DN6928'RECOVERY NOTE BY MN DEPT OF TRANSP 2020 (RXJ)
 DN6928'RECOVERED AS DESCRIBED.
 DN6928
 DN6928                          STATION RECOVERY (2024)
 DN6928
 DN6928'RECOVERY NOTE BY MN DEPT OF TRANSP 2024 (KMS)
 DN6928'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DN6925 ***********************************************************************
 DN6925  DESIGNATION -  0804 H
 DN6925  PID         -  DN6925
 DN6925  STATE/COUNTY-  MN/BROWN
 DN6925  COUNTRY     -  US
 DN6925  USGS QUAD   -  ESSIG (2019)
 DN6925
 DN6925                         *CURRENT SURVEY CONTROL
 DN6925  ______________________________________________________________________
 DN6925* NAD 83(1986) POSITION- 44 19 24.72   (N) 094 36 15.78   (W)   HD_HELD1
 DN6925* NAVD 88 ORTHO HEIGHT -   305.789 (meters)     1003.24  (feet) ADJUSTED
 DN6925  ______________________________________________________________________
 DN6925  GEOID HEIGHT    -        -28.001 (meters)                     GEOID18
 DN6925  DYNAMIC HEIGHT  -        305.741 (meters)     1003.09  (feet) COMP
 DN6925  MODELED GRAVITY -    980,452.2   (mgal)                       NAVD 88
 DN6925
 DN6925  VERT ORDER      -  SECOND    CLASS I
 DN6925
 DN6925.The horizontal coordinates were determined by differentially corrected
 DN6925.hand held GPS observations or other comparable positioning techniques
 DN6925.and have an estimated accuracy of +/- 3 meters.
 DN6925
 DN6925.The orthometric height was determined by differential leveling and
 DN6925.adjusted by the NATIONAL GEODETIC SURVEY
 DN6925.in May 2013.
 DN6925
 DN6925.Significant digits in the geoid height do not necessarily reflect accuracy.
 DN6925.GEOID18 height accuracy estimate available here.
 DN6925
 DN6925.Click photographs - Photos may exist for this station.
 DN6925
 DN6925.The dynamic height is computed by dividing the NAVD 88
 DN6925.geopotential number by the normal gravity value computed on the
 DN6925.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN6925.degrees latitude (g = 980.6199 gals.).
 DN6925
 DN6925.The modeled gravity was interpolated from observed gravity values.
 DN6925
 DN6925;                    North         East    Units  Estimated Accuracy
 DN6925;SPC MN S     -   247,237.6     751,792.9     MT  (+/- 3 meters HH1 GPS) 
 DN6925
 DN6925_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUK7207009059(NAD 83)
 DN6925
 DN6925                          SUPERSEDED SURVEY CONTROL
 DN6925
 DN6925.No superseded survey control is available for this station.
 DN6925
 DN6925_MARKER: I = METAL ROD
 DN6925_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DN6925_STAMPING: 0804 H 2009
 DN6925_MARK LOGO: MNDT
 DN6925_PROJECTION: RECESSED 8 CENTIMETERS
 DN6925_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DN6925_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DN6925_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DN6925+SATELLITE: SATELLITE OBSERVATIONS - July 14, 2009
 DN6925_ROD/PIPE-DEPTH: 7.6 meters
 DN6925
 DN6925  HISTORY     - Date     Condition        Report By
 DN6925  HISTORY     - 20090714 MONUMENTED       MNDT
 DN6925
 DN6925                          STATION DESCRIPTION
 DN6925
 DN6925'DESCRIBED BY MN DEPT OF TRANSP 2009
 DN6925'THE MARK IS IN ESSIG.
 DN6925'
 DN6925'TO REACH THE MARK AT THE JUNCTION OF TRUNK HIGHWAY 14 AND COUNTY ROAD
 DN6925'11 NORTH IN ESSIG, AT TRUNK HIGHWAY 14 MILE POINT 95.6.
 DN6925'
 DN6925'IT IS 139.0 FT (42.4 M) NORTH OF TRUNK HIGHWAY 14, 21.6 FT (6.6 M)
 DN6925'EAST OF COUNTY ROAD 11, 41.7 FT (12.7 M) NORTH OF NORTH RAIL OF
 DN6925'RAILROAD TRACKS, 4.0 FT (1.2 M) EAST OF A WITNESS POST.
 DN6925'
 DN6925'NOTE - THE STATION MARK CONSISTS OF A 3/4 INCH (19 MM) DIAMETER
 DN6925'ALUMINUM ROD DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL MARK
 DN6925'REMOVABLE DISK SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY
 DN6925'A SIX-INCH PVC PIPE BACKFILLED WITH WASHED SAND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DN6923 ***********************************************************************
 DN6923  DESIGNATION -  0804 J
 DN6923  PID         -  DN6923
 DN6923  STATE/COUNTY-  MN/BROWN
 DN6923  COUNTRY     -  US
 DN6923  USGS QUAD   -  ESSIG (2019)
 DN6923
 DN6923                         *CURRENT SURVEY CONTROL
 DN6923  ______________________________________________________________________
 DN6923* NAD 83(1986) POSITION- 44 19 10.25   (N) 094 37 18.66   (W)   HD_HELD1
 DN6923* NAVD 88 ORTHO HEIGHT -   305.890 (meters)     1003.57  (feet) ADJUSTED
 DN6923  ______________________________________________________________________
 DN6923  GEOID HEIGHT    -        -27.997 (meters)                     GEOID18
 DN6923  DYNAMIC HEIGHT  -        305.842 (meters)     1003.42  (feet) COMP
 DN6923  MODELED GRAVITY -    980,451.1   (mgal)                       NAVD 88
 DN6923
 DN6923  VERT ORDER      -  SECOND    CLASS I
 DN6923
 DN6923.The horizontal coordinates were determined by differentially corrected
 DN6923.hand held GPS observations or other comparable positioning techniques
 DN6923.and have an estimated accuracy of +/- 3 meters.
 DN6923
 DN6923.The orthometric height was determined by differential leveling and
 DN6923.adjusted by the NATIONAL GEODETIC SURVEY
 DN6923.in May 2013.
 DN6923
 DN6923.Significant digits in the geoid height do not necessarily reflect accuracy.
 DN6923.GEOID18 height accuracy estimate available here.
 DN6923
 DN6923.Click photographs - Photos may exist for this station.
 DN6923
 DN6923.The dynamic height is computed by dividing the NAVD 88
 DN6923.geopotential number by the normal gravity value computed on the
 DN6923.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN6923.degrees latitude (g = 980.6199 gals.).
 DN6923
 DN6923.The modeled gravity was interpolated from observed gravity values.
 DN6923
 DN6923;                    North         East    Units  Estimated Accuracy
 DN6923;SPC MN S     -   246,801.5     750,396.3     MT  (+/- 3 meters HH1 GPS) 
 DN6923
 DN6923_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUK7066908640(NAD 83)
 DN6923
 DN6923                          SUPERSEDED SURVEY CONTROL
 DN6923
 DN6923.No superseded survey control is available for this station.
 DN6923
 DN6923_MARKER: I = METAL ROD
 DN6923_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DN6923_STAMPING: 0804 J 2009
 DN6923_MARK LOGO: MNDT
 DN6923_PROJECTION: RECESSED 5 CENTIMETERS
 DN6923_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DN6923_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DN6923_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DN6923+SATELLITE: SATELLITE OBSERVATIONS - July 15, 2009
 DN6923_ROD/PIPE-DEPTH: 7.6 meters
 DN6923
 DN6923  HISTORY     - Date     Condition        Report By
 DN6923  HISTORY     - 20090715 MONUMENTED       MNDT
 DN6923
 DN6923                          STATION DESCRIPTION
 DN6923
 DN6923'DESCRIBED BY MN DEPT OF TRANSP 2009
 DN6923'THE MARK IS 0.95 MI (1.5 KM) SOUTHWEST OF ESSIG.
 DN6923'
 DN6923'TO REACH THE MARK GO 0.95 MI (1.5 KM) SOUTHWEST ALONG TRUNK HIGHWAY 14
 DN6923'FROM THE JUNCTION OF TRUNK HIGHWAY 14 AND COUNTY ROAD 11 NORTH IN
 DN6923'ESSIG, AT TRUNK HIGHWAY 14 MILE POINT 94.6.
 DN6923'
 DN6923'IT IS 54.5 FT (16.6 M) NORTHWEST OF TRUNK HIGHWAY 14, 37.7 FT (11.5 M)
 DN6923'SOUTHEAST OF SOUTH RAIL OF RAILROAD TRACKS, 36.0 FT (11.0 M) NORTHEAST
 DN6923'OF DRIVEWAY NUMBER 21940, 1.2 FT (0.4 M) SOUTH OF A WITNESS POST.
 DN6923'
 DN6923'NOTE - THE STATION MARK CONSISTS OF A 3/4 INCH (19 MM) DIAMETER
 DN6923'ALUMINUM ROD DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL MARK
 DN6923'REMOVABLE DISK SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY
 DN6923'A SIX-INCH PVC PIPE BACKFILLED WITH WASHED SAND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DN6920 ***********************************************************************
 DN6920  DESIGNATION -  0804 K
 DN6920  PID         -  DN6920
 DN6920  STATE/COUNTY-  MN/BROWN
 DN6920  COUNTRY     -  US
 DN6920  USGS QUAD   -  SLEEPY EYE (2019)
 DN6920
 DN6920                         *CURRENT SURVEY CONTROL
 DN6920  ______________________________________________________________________
 DN6920* NAD 83(2011) POSITION- 44 18 38.33111(N) 094 39 52.04405(W)   ADJUSTED
 DN6920* NAD 83(2011) ELLIP HT-   282.430 (meters)        (04/02/20)   ADJUSTED
 DN6920* NAD 83(2011) EPOCH   -  2010.00
 DN6920* NAVD 88 ORTHO HEIGHT -   310.404 (meters)     1018.38  (feet) ADJUSTED
 DN6920  ______________________________________________________________________
 DN6920  GEOID HEIGHT    -        -27.982 (meters)                     GEOID18
 DN6920  NAD 83(2011) X  -   -371,766.272 (meters)                     COMP
 DN6920  NAD 83(2011) Y  - -4,556,492.125 (meters)                     COMP
 DN6920  NAD 83(2011) Z  -  4,433,053.724 (meters)                     COMP
 DN6920  LAPLACE CORR    -         -1.36  (seconds)                    DEFLEC18
 DN6920  DYNAMIC HEIGHT  -        310.354 (meters)     1018.22  (feet) COMP
 DN6920  MODELED GRAVITY -    980,448.8   (mgal)                       NAVD 88
 DN6920
 DN6920  VERT ORDER      -  SECOND    CLASS I
 DN6920
 DN6920  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DN6920  Standards:
 DN6920         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DN6920            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DN6920  -------------------------------------------------------------------
 DN6920  NETWORK    0.82   1.12           0.37   0.29   0.57      0.12629832
 DN6920  -------------------------------------------------------------------
 DN6920  Click here for local accuracies and other accuracy information.
 DN6920
 DN6920.The horizontal coordinates were established by GPS observations
 DN6920.and adjusted by the MN DEPT OF TRANSP in April 2020.
 DN6920
 DN6920.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DN6920.been affixed to the stable North American tectonic plate. See 
 DN6920.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DN6920
 DN6920.The horizontal coordinates are valid at the epoch date displayed above
 DN6920.which is a decimal equivalence of Year/Month/Day.
 DN6920
 DN6920.The orthometric height was determined by differential leveling and
 DN6920.adjusted by the NATIONAL GEODETIC SURVEY
 DN6920.in May 2013.
 DN6920
 DN6920.Significant digits in the geoid height do not necessarily reflect accuracy.
 DN6920.GEOID18 height accuracy estimate available here.
 DN6920
 DN6920.Click photographs - Photos may exist for this station.
 DN6920
 DN6920.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DN6920
 DN6920.The Laplace correction was computed from DEFLEC18 derived deflections.
 DN6920
 DN6920.The ellipsoidal height was determined by GPS observations
 DN6920.and is referenced to NAD 83.
 DN6920
 DN6920.The dynamic height is computed by dividing the NAVD 88
 DN6920.geopotential number by the normal gravity value computed on the
 DN6920.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN6920.degrees latitude (g = 980.6199 gals.).
 DN6920
 DN6920.The modeled gravity was interpolated from observed gravity values.
 DN6920
 DN6920. The following values were computed from the NAD 83(2011) position.
 DN6920
 DN6920;                    North         East     Units Scale Factor Converg.
 DN6920;SPC MN S     -   245,843.139   746,989.734   MT  0.99992756   -0 27 56.7
 DN6920;SPC MN S     -   806,570.37  2,450,748.82   sFT  0.99992756   -0 27 56.7
 DN6920;UTM  15      - 4,907,723.846   367,251.426   MT  0.99981672   -1 09 46.3
 DN6920
 DN6920!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DN6920!SPC MN S     -   0.99995572  x   0.99992756  =   0.99988328
 DN6920!UTM  15      -   0.99995572  x   0.99981672  =   0.99977245
 DN6920
 DN6920_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUK6725107723(NAD 83)
 DN6920
 DN6920                          SUPERSEDED SURVEY CONTROL
 DN6920
 DN6920.No superseded survey control is available for this station.
 DN6920
 DN6920_MARKER: I = METAL ROD
 DN6920_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DN6920_STAMPING: 0804 K 2009
 DN6920_MARK LOGO: MNDT
 DN6920_PROJECTION: RECESSED 5 CENTIMETERS
 DN6920_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DN6920_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DN6920_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DN6920+SATELLITE: SATELLITE OBSERVATIONS - April 08, 2024
 DN6920_ROD/PIPE-DEPTH: 9.1 meters
 DN6920
 DN6920  HISTORY     - Date     Condition        Report By
 DN6920  HISTORY     - 20090715 MONUMENTED       MNDT
 DN6920  HISTORY     - 20200211 GOOD             MNDT
 DN6920  HISTORY     - 20240408 GOOD             MNDT
 DN6920
 DN6920                          STATION DESCRIPTION
 DN6920
 DN6920'DESCRIBED BY MN DEPT OF TRANSP 2009
 DN6920'THE MARK IS 3.25 MI (5.2 KM) NORTHEAST OF SLEEPY EYE.
 DN6920'
 DN6920'TO REACH THE MARK GO 3.25 MI (5.2 KM) NORTHEAST ALONG TRUNK HIGHWAY 14
 DN6920'FROM THE JUNCTION OF TRUNK HIGHWAY 14 AND TRUNK HIGHWAY 4/TRUNK
 DN6920'HIGHWAY 68 IN SLEEPY EYE, AT TRUNK HIGHWAY 14 MILE POINT 92.35.
 DN6920'
 DN6920'IT IS 175.0 FT (53.3 M) NORTHWEST OF TRUNK HIGHWAY 14, 82.4 FT (25.1
 DN6920'M) NORTHWEST OF NORTH RAIL OF RAILROAD TRACKS, 51.7 FT (15.8 M)
 DN6920'NORTHEAST OF COUNTY ROAD 10, 8.4 FT (2.6 M) SOUTHEAST OF POWER POLE,
 DN6920'3.6 FT (1.1 M) FROM WITNESS POST.
 DN6920'
 DN6920'NOTE - THE STATION MARK CONSISTS OF A 3/4 INCH (19 MM) DIAMETER
 DN6920'ALUMINUM ROD DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL MARK
 DN6920'REMOVABLE DISK SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY
 DN6920'A SIX-INCH PVC PIPE BACKFILLED WITH WASHED SAND.
 DN6920
 DN6920                          STATION RECOVERY (2020)
 DN6920
 DN6920'RECOVERY NOTE BY MN DEPT OF TRANSP 2020 (RXJ)
 DN6920'RECOVERED AS DESCRIBED.
 DN6920
 DN6920                          STATION RECOVERY (2024)
 DN6920
 DN6920'RECOVERY NOTE BY MN DEPT OF TRANSP 2024 (KMS)
 DN6920'3.25 MI (5.23 KM) NORTHEAST OF SLEEPY EYE, 3.25 MI (5.23 KM) NORTHEAST
 DN6920'ALONG TRUNK HIGHWAY 14 FROM THE JUNCTION OF TRUNK HIGHWAY 14 AND TRUNK
 DN6920'HIGHWAY 4/TRUNK HIGHWAY 68 IN SLEEPY EYE, AT TRUNK HIGHWAY 14 MILE
 DN6920'POINT 92.35, 175.0 FT (53.3 M) NORTHWEST OF TRUNK HIGHWAY 14, 82.4 FT
 DN6920'(25.1 M) NORTHWEST OF THE NORTH RAIL OF THE RAILROAD TRACKS, 51.7 FT
 DN6920'(15.8 M) NORTHEAST OF COUNTY ROAD 10, 8.4 FT (2.6 M) SOUTHEAST OF A
 DN6920'POWER POLE, 3.6 FT (1.1 M) SOUTH OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DN6919 ***********************************************************************
 DN6919  DESIGNATION -  0804 L
 DN6919  PID         -  DN6919
 DN6919  STATE/COUNTY-  MN/BROWN
 DN6919  COUNTRY     -  US
 DN6919  USGS QUAD   -  SLEEPY EYE (2019)
 DN6919
 DN6919                         *CURRENT SURVEY CONTROL
 DN6919  ______________________________________________________________________
 DN6919* NAD 83(1986) POSITION- 44 18 22.01   (N) 094 41 05.12   (W)   HD_HELD1
 DN6919* NAVD 88 ORTHO HEIGHT -   309.394 (meters)     1015.07  (feet) ADJUSTED
 DN6919  ______________________________________________________________________
 DN6919  GEOID HEIGHT    -        -27.974 (meters)                     GEOID18
 DN6919  DYNAMIC HEIGHT  -        309.344 (meters)     1014.91  (feet) COMP
 DN6919  MODELED GRAVITY -    980,447.9   (mgal)                       NAVD 88
 DN6919
 DN6919  VERT ORDER      -  SECOND    CLASS I
 DN6919
 DN6919.The horizontal coordinates were determined by differentially corrected
 DN6919.hand held GPS observations or other comparable positioning techniques
 DN6919.and have an estimated accuracy of +/- 3 meters.
 DN6919
 DN6919.The orthometric height was determined by differential leveling and
 DN6919.adjusted by the NATIONAL GEODETIC SURVEY
 DN6919.in May 2013.
 DN6919
 DN6919.Significant digits in the geoid height do not necessarily reflect accuracy.
 DN6919.GEOID18 height accuracy estimate available here.
 DN6919
 DN6919.Click photographs - Photos may exist for this station.
 DN6919
 DN6919.The dynamic height is computed by dividing the NAVD 88
 DN6919.geopotential number by the normal gravity value computed on the
 DN6919.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN6919.degrees latitude (g = 980.6199 gals.).
 DN6919
 DN6919.The modeled gravity was interpolated from observed gravity values.
 DN6919
 DN6919;                    North         East    Units  Estimated Accuracy
 DN6919;SPC MN S     -   245,352.8     745,366.1     MT  (+/- 3 meters HH1 GPS) 
 DN6919
 DN6919_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUK6562207253(NAD 83)
 DN6919
 DN6919                          SUPERSEDED SURVEY CONTROL
 DN6919
 DN6919.No superseded survey control is available for this station.
 DN6919
 DN6919_MARKER: I = METAL ROD
 DN6919_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DN6919_STAMPING: 0804 L 2009
 DN6919_MARK LOGO: MNDT
 DN6919_PROJECTION: RECESSED 15 CENTIMETERS
 DN6919_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DN6919_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DN6919_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DN6919+SATELLITE: SATELLITE OBSERVATIONS - July 15, 2009
 DN6919_ROD/PIPE-DEPTH: 7.6 meters
 DN6919
 DN6919  HISTORY     - Date     Condition        Report By
 DN6919  HISTORY     - 20090715 MONUMENTED       MNDT
 DN6919
 DN6919                          STATION DESCRIPTION
 DN6919
 DN6919'DESCRIBED BY MN DEPT OF TRANSP 2009
 DN6919'THE MARK IS 2.25 MI (3.6 KM) NORTHEAST OF SLEEPY EYE.
 DN6919'
 DN6919'TO REACH THE MARK GO 2.25 MI (3.6 KM) NORTHEAST ALONG TRUNK HIGHWAY 14
 DN6919'FROM THE JUNCTION OF TRUNK HIGHWAY 14 AND TRUNK HIGHWAY 4/TRUNK
 DN6919'HIGHWAY 68 IN SLEEPY EYE, AT TRUNK HIGHWAY 14 MILE POINT 91.30.
 DN6919'
 DN6919'IT IS 131.6 FT (40.1 M) NORTHWEST OF TRUNK HIGHWAY 14, 47.0 FT (14.3
 DN6919'M) NORTHEAST OF 250TH AVENUE, 37.2 FT (11.3 M) NORTHWEST OF NORTH RAIL
 DN6919'OF RAILROAD TRACKS, 1.3 FT (0.4 M) SOUTH OF A WITNESS POST.
 DN6919'
 DN6919'NOTE - THE STATION MARK CONSISTS OF A 3/4 INCH (19 MM) DIAMETER
 DN6919'ALUMINUM ROD DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL MARK
 DN6919'REMOVABLE DISK SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY
 DN6919'A SIX-INCH PVC PIPE BACKFILLED WITH WASHED SAND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DN6924 ***********************************************************************
 DN6924  DESIGNATION -  0804 M
 DN6924  PID         -  DN6924
 DN6924  STATE/COUNTY-  MN/BROWN
 DN6924  COUNTRY     -  US
 DN6924  USGS QUAD   -  ESSIG (2019)
 DN6924
 DN6924                         *CURRENT SURVEY CONTROL
 DN6924  ______________________________________________________________________
 DN6924* NAD 83(1986) POSITION- 44 19 17.54   (N) 094 36 44.87   (W)   HD_HELD1
 DN6924* NAVD 88 ORTHO HEIGHT -   304.221 (meters)      998.10  (feet) ADJUSTED
 DN6924  ______________________________________________________________________
 DN6924  GEOID HEIGHT    -        -27.999 (meters)                     GEOID18
 DN6924  DYNAMIC HEIGHT  -        304.173 (meters)      997.94  (feet) COMP
 DN6924  MODELED GRAVITY -    980,451.6   (mgal)                       NAVD 88
 DN6924
 DN6924  VERT ORDER      -  SECOND    CLASS I
 DN6924
 DN6924.The horizontal coordinates were determined by differentially corrected
 DN6924.hand held GPS observations or other comparable positioning techniques
 DN6924.and have an estimated accuracy of +/- 3 meters.
 DN6924
 DN6924.The orthometric height was determined by differential leveling and
 DN6924.adjusted by the NATIONAL GEODETIC SURVEY
 DN6924.in May 2013.
 DN6924
 DN6924.Significant digits in the geoid height do not necessarily reflect accuracy.
 DN6924.GEOID18 height accuracy estimate available here.
 DN6924
 DN6924.Click photographs - Photos may exist for this station.
 DN6924
 DN6924.The dynamic height is computed by dividing the NAVD 88
 DN6924.geopotential number by the normal gravity value computed on the
 DN6924.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN6924.degrees latitude (g = 980.6199 gals.).
 DN6924
 DN6924.The modeled gravity was interpolated from observed gravity values.
 DN6924
 DN6924;                    North         East    Units  Estimated Accuracy
 DN6924;SPC MN S     -   247,020.8     751,146.7     MT  (+/- 3 meters HH1 GPS) 
 DN6924
 DN6924_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUK7142108850(NAD 83)
 DN6924
 DN6924                          SUPERSEDED SURVEY CONTROL
 DN6924
 DN6924.No superseded survey control is available for this station.
 DN6924
 DN6924_MARKER: I = METAL ROD
 DN6924_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DN6924_STAMPING: 0804 M 2009
 DN6924_MARK LOGO: MNDT
 DN6924_PROJECTION: RECESSED 5 CENTIMETERS
 DN6924_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DN6924_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DN6924_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DN6924+SATELLITE: SATELLITE OBSERVATIONS - July 15, 2009
 DN6924_ROD/PIPE-DEPTH: 6.1 meters
 DN6924
 DN6924  HISTORY     - Date     Condition        Report By
 DN6924  HISTORY     - 20090715 MONUMENTED       MNDT
 DN6924
 DN6924                          STATION DESCRIPTION
 DN6924
 DN6924'DESCRIBED BY MN DEPT OF TRANSP 2009
 DN6924'THE MARK IS 0.4 MI (0.6 KM) SOUTHWEST OF ESSIG.
 DN6924'
 DN6924'TO REACH THE MARK GO 0.4 MI (0.6 KM) SOUTHWEST ALONG TRUNK HIGHWAY 14
 DN6924'FROM THE JUNCTION OF TRUNK HIGHWAY 14 AND COUNTY ROAD 11 NORTH IN
 DN6924'ESSIG, AT TRUNK HIGHWAY 14 MILE POINT 95.15.
 DN6924'
 DN6924'IT IS 52.3 FT (15.9 M) NORTHWEST OF TRUNK HIGHWAY 14, 32.7 FT (10.0 M)
 DN6924'SOUTHEAST OF SOUTHEAST RAIL OF RAILROAD TRACK, 11.7 FT (3.6 M)
 DN6924'NORTHEAST OF EXTENDED 217TH AVENUE.
 DN6924'
 DN6924'NOTE - THE STATION MARK CONSISTS OF A 3/4 INCH (19 MM) DIAMETER
 DN6924'ALUMINUM ROD DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL MARK
 DN6924'REMOVABLE DISK SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY
 DN6924'A SIX-INCH PVC PIPE BACKFILLED WITH WASHED SAND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DR4383 ***********************************************************************
 DR4383  HT_MOD      -  This is a Height Modernization Survey Station.
 DR4383  DESIGNATION -  0804 N
 DR4383  PID         -  DR4383
 DR4383  STATE/COUNTY-  MN/BROWN
 DR4383  COUNTRY     -  US
 DR4383  USGS QUAD   -  SLEEPY EYE (2019)
 DR4383
 DR4383                         *CURRENT SURVEY CONTROL
 DR4383  ______________________________________________________________________
 DR4383* NAD 83(2011) POSITION- 44 18 19.71651(N) 094 41 07.15975(W)   ADJUSTED
 DR4383* NAD 83(2011) ELLIP HT-   279.061 (meters)        (04/02/20)   ADJUSTED
 DR4383* NAD 83(2011) EPOCH   -  2010.00
 DR4383* NAVD 88 ORTHO HEIGHT -   307.03  (meters)     1007.3   (feet) GPS OBS
 DR4383  ______________________________________________________________________
 DR4383  GEOID HEIGHT    -        -27.974 (meters)                     GEOID18
 DR4383  NAD 83(2011) X  -   -373,458.178 (meters)                     COMP
 DR4383  NAD 83(2011) Y  - -4,556,754.050 (meters)                     COMP
 DR4383  NAD 83(2011) Z  -  4,432,640.200 (meters)                     COMP
 DR4383  LAPLACE CORR    -         -1.43  (seconds)                    DEFLEC18
 DR4383
 DR4383  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DR4383  Standards:
 DR4383         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DR4383            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DR4383  -------------------------------------------------------------------
 DR4383  NETWORK    0.82   1.12           0.37   0.29   0.57      0.13579418
 DR4383  -------------------------------------------------------------------
 DR4383  Click here for local accuracies and other accuracy information.
 DR4383
 DR4383.The horizontal coordinates were established by GPS observations
 DR4383.and adjusted by the MN DEPT OF TRANSP in April 2020.
 DR4383
 DR4383.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DR4383.been affixed to the stable North American tectonic plate. See 
 DR4383.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DR4383
 DR4383.The horizontal coordinates are valid at the epoch date displayed above
 DR4383.which is a decimal equivalence of Year/Month/Day.
 DR4383
 DR4383.The orthometric height was determined by GPS observations and a
 DR4383.high-resolution geoid model using precise GPS observation and
 DR4383.processing techniques.
 DR4383
 DR4383.Significant digits in the geoid height do not necessarily reflect accuracy.
 DR4383.GEOID18 height accuracy estimate available here.
 DR4383
 DR4383.Click photographs - Photos may exist for this station.
 DR4383
 DR4383.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DR4383
 DR4383.The Laplace correction was computed from DEFLEC18 derived deflections.
 DR4383
 DR4383.The ellipsoidal height was determined by GPS observations
 DR4383.and is referenced to NAD 83.
 DR4383
 DR4383. The following values were computed from the NAD 83(2011) position.
 DR4383
 DR4383;                    North         East     Units Scale Factor Converg.
 DR4383;SPC MN S     -   245,282.383   745,320.311   MT  0.99992786   -0 28 49.3
 DR4383;SPC MN S     -   804,730.62  2,445,271.72   sFT  0.99992786   -0 28 49.3
 DR4383;UTM  15      - 4,907,183.499   365,575.486   MT  0.99982223   -1 10 38.4
 DR4383
 DR4383!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DR4383!SPC MN S     -   0.99995625  x   0.99992786  =   0.99988411
 DR4383!UTM  15      -   0.99995625  x   0.99982223  =   0.99977848
 DR4383
 DR4383_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUK6557507183(NAD 83)
 DR4383
 DR4383                          SUPERSEDED SURVEY CONTROL
 DR4383
 DR4383.No superseded survey control is available for this station.
 DR4383
 DR4383_MARKER: I = METAL ROD
 DR4383_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DR4383_STAMPING: 0804 N 2019
 DR4383_MARK LOGO: MNDT
 DR4383_PROJECTION: RECESSED 10 CENTIMETERS
 DR4383_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DR4383_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DR4383_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DR4383+SATELLITE: SATELLITE OBSERVATIONS - April 08, 2024
 DR4383_ROD/PIPE-DEPTH: 8.2 meters
 DR4383
 DR4383  HISTORY     - Date     Condition        Report By
 DR4383  HISTORY     - 20191022 MONUMENTED       MNDT
 DR4383  HISTORY     - 20240408 GOOD             MNDT
 DR4383
 DR4383                          STATION DESCRIPTION
 DR4383
 DR4383'DESCRIBED BY MN DEPT OF TRANSP 2019
 DR4383'2.1 MILES EAST OF SLEEPY EYE, 2.15 MILES EAST ALONG TRUNK HIGHWAY 14
 DR4383'/TRUNK HIGHWAY 68 FROM THE JUNCTION OF TRUNK HIGHWAY 14 /TRUNK HIGHWAY
 DR4383'68 AND TRUNK HIGHWAY 4 IN SLEEPY EYE, AT TRUNK HIGHWAY 14 MILEPOINT
 DR4383'91.25, 47.8 FEET SOUTH OF TRUNK HIGHWAY 14 /TRUNK HIGHWAY 68, 98.2
 DR4383'FEET WEST OF 250TH AVENUE, 16.9 FEET WEST OF A POWER POLE, 1.5 FEET
 DR4383'NORTH OF A WITNESS POST.
 DR4383
 DR4383                          STATION RECOVERY (2024)
 DR4383
 DR4383'RECOVERY NOTE BY MN DEPT OF TRANSP 2024 (KMS)
 DR4383'2.1 MI (3.4 KM) EAST OF SLEEPY EYE, 2.15 MI (3.46 KM) EAST ALONG TRUNK
 DR4383'HIGHWAY 14 / TRUNK HIGHWAY 68 FROM THE JUNCTION OF TRUNK HIGHWAY 14
 DR4383'/TRUNK HIGHWAY 68 AND TRUNK HIGHWAY 4 IN SLEEPY EYE, AT TRUNK HIGHWAY
 DR4383'14 MILE POINT 91.25, 47.8 FT (14.6 M) SOUTH OF TRUNK HIGHWAY 14 /
 DR4383'TRUNK HIGHWAY 68, 98.2 FT (29.9 M) WEST OF 250TH AVENUE, 16.9 FT (5.2
 DR4383'M) WEST OF A POWER POLE, 1.5 FT (0.5 M) NORTH OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DR4384 ***********************************************************************
 DR4384  HT_MOD      -  This is a Height Modernization Survey Station.
 DR4384  DESIGNATION -  0804 P
 DR4384  PID         -  DR4384
 DR4384  STATE/COUNTY-  MN/BROWN
 DR4384  COUNTRY     -  US
 DR4384  USGS QUAD   -  ESSIG (2019)
 DR4384
 DR4384                         *CURRENT SURVEY CONTROL
 DR4384  ______________________________________________________________________
 DR4384* NAD 83(2011) POSITION- 44 19 13.70307(N) 094 36 58.00607(W)   ADJUSTED
 DR4384* NAD 83(2011) ELLIP HT-   276.148 (meters)        (04/02/20)   ADJUSTED
 DR4384* NAD 83(2011) EPOCH   -  2010.00
 DR4384* NAVD 88 ORTHO HEIGHT -   304.14  (meters)      997.8   (feet) GPS OBS
 DR4384  ______________________________________________________________________
 DR4384  GEOID HEIGHT    -        -27.998 (meters)                     GEOID18
 DR4384  NAD 83(2011) X  -   -367,859.806 (meters)                     COMP
 DR4384  NAD 83(2011) Y  - -4,556,039.404 (meters)                     COMP
 DR4384  NAD 83(2011) Z  -  4,433,830.555 (meters)                     COMP
 DR4384  LAPLACE CORR    -         -1.07  (seconds)                    DEFLEC18
 DR4384
 DR4384  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DR4384  Standards:
 DR4384         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DR4384            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DR4384  -------------------------------------------------------------------
 DR4384  NETWORK    0.85   1.18           0.38   0.30   0.60      0.14745663
 DR4384  -------------------------------------------------------------------
 DR4384  Click here for local accuracies and other accuracy information.
 DR4384
 DR4384.The horizontal coordinates were established by GPS observations
 DR4384.and adjusted by the MN DEPT OF TRANSP in April 2020.
 DR4384
 DR4384.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DR4384.been affixed to the stable North American tectonic plate. See 
 DR4384.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DR4384
 DR4384.The horizontal coordinates are valid at the epoch date displayed above
 DR4384.which is a decimal equivalence of Year/Month/Day.
 DR4384
 DR4384.The orthometric height was determined by GPS observations and a
 DR4384.high-resolution geoid model using precise GPS observation and
 DR4384.processing techniques.
 DR4384
 DR4384.Significant digits in the geoid height do not necessarily reflect accuracy.
 DR4384.GEOID18 height accuracy estimate available here.
 DR4384
 DR4384.Click photographs - Photos may exist for this station.
 DR4384
 DR4384.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DR4384
 DR4384.The Laplace correction was computed from DEFLEC18 derived deflections.
 DR4384
 DR4384.The ellipsoidal height was determined by GPS observations
 DR4384.and is referenced to NAD 83.
 DR4384
 DR4384. The following values were computed from the NAD 83(2011) position.
 DR4384
 DR4384;                    North         East     Units Scale Factor Converg.
 DR4384;SPC MN S     -   246,904.617   750,854.755   MT  0.99992701   -0 25 54.7
 DR4384;SPC MN S     -   810,052.90  2,463,429.31   sFT  0.99992701   -0 25 54.7
 DR4384;UTM  15      - 4,908,738.091   371,128.625   MT  0.99980425   -1 07 45.4
 DR4384
 DR4384!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DR4384!SPC MN S     -   0.99995670  x   0.99992701  =   0.99988372
 DR4384!UTM  15      -   0.99995670  x   0.99980425  =   0.99976096
 DR4384
 DR4384_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUK7112808738(NAD 83)
 DR4384
 DR4384                          SUPERSEDED SURVEY CONTROL
 DR4384
 DR4384.No superseded survey control is available for this station.
 DR4384
 DR4384_MARKER: I = METAL ROD
 DR4384_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DR4384_STAMPING: 0804 P 2019
 DR4384_MARK LOGO: MNDT
 DR4384_PROJECTION: RECESSED 8 CENTIMETERS
 DR4384_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DR4384_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DR4384_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DR4384+SATELLITE: SATELLITE OBSERVATIONS - April 08, 2024
 DR4384_ROD/PIPE-DEPTH: 9.8 meters
 DR4384
 DR4384  HISTORY     - Date     Condition        Report By
 DR4384  HISTORY     - 20191022 MONUMENTED       MNDT
 DR4384  HISTORY     - 20240408 GOOD             MNDT
 DR4384
 DR4384                          STATION DESCRIPTION
 DR4384
 DR4384'DESCRIBED BY MN DEPT OF TRANSP 2019
 DR4384'5.5 MILES EAST-NORTHEAST OF SLEEPY EYE, 5.7 MILES EAST-NORTHEAST ALONG
 DR4384'TRUNK HIGHWAY 14 /TRUNK HIGHWAY 68 FROM THE JUNCTION OF TRUNK HIGHWAY
 DR4384'14 TRUNK HIGHWAY 68 AND TRUNK HIGHWAY 4 IN SLEEPY EYE, AT TRUNK
 DR4384'HIGHWAY 14 MILEPOINT 94.9, 44.6 FEET SOUTH OF TRUNK HIGHWAY 14 /TRUNK
 DR4384'HIGHWAY 68, 36.8 FEET EAST OF A FIELD ENTRANCE, 1.5 FEET NORTH OF A
 DR4384'WITNESS POST.
 DR4384
 DR4384                          STATION RECOVERY (2024)
 DR4384
 DR4384'RECOVERY NOTE BY MN DEPT OF TRANSP 2024 (KMS)
 DR4384'5.5 MI (8.8 KM) EAST-NORTHEAST OF SLEEPY EYE, 5.7 MI (9.2 KM)
 DR4384'EAST-NORTHEAST ALONG TRUNK HIGHWAY 14 / TRUNK HIGHWAY 68 FROM THE
 DR4384'JUNCTION OF TRUNK HIGHWAY 14 / TRUNK HIGHWAY 68 AND TRUNK HIGHWAY 4 IN
 DR4384'SLEEPY EYE, AT TRUNK HIGHWAY 14 MILE POINT 94.9, 44.6 FT (13.6 M)
 DR4384'SOUTH OF TRUNK HIGHWAY 14 / TRUNK HIGHWAY 68, 36.8 FT (11.2 M) EAST OF
 DR4384'A FIELD ENTRANCE, 1.5 FT (0.5 M) NORTH OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DR4385 ***********************************************************************
 DR4385  HT_MOD      -  This is a Height Modernization Survey Station.
 DR4385  DESIGNATION -  0804 Q
 DR4385  PID         -  DR4385
 DR4385  STATE/COUNTY-  MN/BROWN
 DR4385  COUNTRY     -  US
 DR4385  USGS QUAD   -  ESSIG (2019)
 DR4385
 DR4385                         *CURRENT SURVEY CONTROL
 DR4385  ______________________________________________________________________
 DR4385* NAD 83(2011) POSITION- 44 19 26.64393(N) 094 35 57.89020(W)   ADJUSTED
 DR4385* NAD 83(2011) ELLIP HT-   276.192 (meters)        (04/02/20)   ADJUSTED
 DR4385* NAD 83(2011) EPOCH   -  2010.00
 DR4385* NAVD 88 ORTHO HEIGHT -   304.19  (meters)      998.0   (feet) GPS OBS
 DR4385  ______________________________________________________________________
 DR4385  GEOID HEIGHT    -        -28.002 (meters)                     GEOID18
 DR4385  NAD 83(2011) X  -   -366,509.555 (meters)                     COMP
 DR4385  NAD 83(2011) Y  - -4,555,868.258 (meters)                     COMP
 DR4385  NAD 83(2011) Z  -  4,434,116.363 (meters)                     COMP
 DR4385  LAPLACE CORR    -         -0.95  (seconds)                    DEFLEC18
 DR4385
 DR4385  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DR4385  Standards:
 DR4385         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DR4385            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DR4385  -------------------------------------------------------------------
 DR4385  NETWORK    0.84   1.16           0.38   0.30   0.59      0.11553489
 DR4385  -------------------------------------------------------------------
 DR4385  Click here for local accuracies and other accuracy information.
 DR4385
 DR4385.The horizontal coordinates were established by GPS observations
 DR4385.and adjusted by the MN DEPT OF TRANSP in April 2020.
 DR4385
 DR4385.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DR4385.been affixed to the stable North American tectonic plate. See 
 DR4385.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DR4385
 DR4385.The horizontal coordinates are valid at the epoch date displayed above
 DR4385.which is a decimal equivalence of Year/Month/Day.
 DR4385
 DR4385.The orthometric height was determined by GPS observations and a
 DR4385.high-resolution geoid model using precise GPS observation and
 DR4385.processing techniques.
 DR4385
 DR4385.Significant digits in the geoid height do not necessarily reflect accuracy.
 DR4385.GEOID18 height accuracy estimate available here.
 DR4385
 DR4385.Click photographs - Photos may exist for this station.
 DR4385
 DR4385.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DR4385
 DR4385.The Laplace correction was computed from DEFLEC18 derived deflections.
 DR4385
 DR4385.The ellipsoidal height was determined by GPS observations
 DR4385.and is referenced to NAD 83.
 DR4385
 DR4385. The following values were computed from the NAD 83(2011) position.
 DR4385
 DR4385;                    North         East     Units Scale Factor Converg.
 DR4385;SPC MN S     -   247,294.109   752,189.671   MT  0.99992681   -0 25 12.5
 DR4385;SPC MN S     -   811,330.76  2,467,808.95   sFT  0.99992681   -0 25 12.5
 DR4385;UTM  15      - 4,909,111.257   372,468.016   MT  0.99980002   -1 07 03.7
 DR4385
 DR4385!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DR4385!SPC MN S     -   0.99995670  x   0.99992681  =   0.99988351
 DR4385!UTM  15      -   0.99995670  x   0.99980002  =   0.99975672
 DR4385
 DR4385_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUK7246809111(NAD 83)
 DR4385
 DR4385                          SUPERSEDED SURVEY CONTROL
 DR4385
 DR4385.No superseded survey control is available for this station.
 DR4385
 DR4385_MARKER: I = METAL ROD
 DR4385_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DR4385_STAMPING: 0804 Q 2019
 DR4385_MARK LOGO: MNDT
 DR4385_PROJECTION: RECESSED 15 CENTIMETERS
 DR4385_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DR4385_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DR4385_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DR4385+SATELLITE: SATELLITE OBSERVATIONS - April 08, 2024
 DR4385_ROD/PIPE-DEPTH: 8.5 meters
 DR4385
 DR4385  HISTORY     - Date     Condition        Report By
 DR4385  HISTORY     - 20191022 MONUMENTED       MNDT
 DR4385  HISTORY     - 20240408 GOOD             MNDT
 DR4385
 DR4385                          STATION DESCRIPTION
 DR4385
 DR4385'DESCRIBED BY MN DEPT OF TRANSP 2019
 DR4385'6.4 MILES EAST-NORTHEAST OF SLEEPY EYE, 6.6 MILES EAST-NORTHEAST ALONG
 DR4385'TRUNK HIGHWAY 14 /TRUNK HIGHWAY 68 FROM THE JUNCTION OF TRUNK HIGHWAY
 DR4385'14 TRUNK HIGHWAY 68 AND TRUNK HIGHWAY 4 IN SLEEPY EYE, AT TRUNK
 DR4385'HIGHWAY 14 MILEPOINT 95.80, 50.6 FEET SOUTH OF TRUNK HIGHWAY 14 /TRUNK
 DR4385'HIGHWAY 68, 30.6 FEET WEST OF A FIELD ENTRANCE, 1.5 FEET NORTH OF A
 DR4385'WITNESS POST.
 DR4385
 DR4385                          STATION RECOVERY (2024)
 DR4385
 DR4385'RECOVERY NOTE BY MN DEPT OF TRANSP 2024 (KMS)
 DR4385'6.4 MI (10.3 KM) EAST-NORTHEAST OF SLEEPY EYE, 6.6 MI (10.6 KM)
 DR4385'EAST-NORTHEAST ALONG TRUNK HIGHWAY 14 / TRUNK HIGHWAY 68 FROM THE
 DR4385'JUNCTION OF TRUNK HIGHWAY 14 /TRUNK HIGHWAY 68 AND TRUNK HIGHWAY 4 IN
 DR4385'SLEEPY EYE, AT TRUNK HIGHWAY 14 MILE POINT 95.80, 50.6 FT (15.4 M)
 DR4385'SOUTH OF TRUNK HIGHWAY 14 / TRUNK HIGHWAY 68, 30.6 FT (9.3 M) WEST OF
 DR4385'A FIELD ENTRANCE, 1.5 FT (0.5 M) NORTH OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DR4386 ***********************************************************************
 DR4386  HT_MOD      -  This is a Height Modernization Survey Station.
 DR4386  DESIGNATION -  0804 R
 DR4386  PID         -  DR4386
 DR4386  STATE/COUNTY-  MN/BROWN
 DR4386  COUNTRY     -  US
 DR4386  USGS QUAD   -  ESSIG (2019)
 DR4386
 DR4386                         *CURRENT SURVEY CONTROL
 DR4386  ______________________________________________________________________
 DR4386* NAD 83(2011) POSITION- 44 19 33.92524(N) 094 30 35.56488(W)   ADJUSTED
 DR4386* NAD 83(2011) ELLIP HT-   278.446 (meters)        (04/02/20)   ADJUSTED
 DR4386* NAD 83(2011) EPOCH   -  2010.00
 DR4386* NAVD 88 ORTHO HEIGHT -   306.48  (meters)     1005.5   (feet) GPS OBS
 DR4386  ______________________________________________________________________
 DR4386  GEOID HEIGHT    -        -28.040 (meters)                     GEOID18
 DR4386  NAD 83(2011) X  -   -359,377.537 (meters)                     COMP
 DR4386  NAD 83(2011) Y  - -4,556,280.481 (meters)                     COMP
 DR4386  NAD 83(2011) Z  -  4,434,278.726 (meters)                     COMP
 DR4386  LAPLACE CORR    -         -1.41  (seconds)                    DEFLEC18
 DR4386
 DR4386  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DR4386  Standards:
 DR4386         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DR4386            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DR4386  -------------------------------------------------------------------
 DR4386  NETWORK    0.89   1.20           0.41   0.30   0.61      0.14900391
 DR4386  -------------------------------------------------------------------
 DR4386  Click here for local accuracies and other accuracy information.
 DR4386
 DR4386.The horizontal coordinates were established by GPS observations
 DR4386.and adjusted by the MN DEPT OF TRANSP in April 2020.
 DR4386
 DR4386.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DR4386.been affixed to the stable North American tectonic plate. See 
 DR4386.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DR4386
 DR4386.The horizontal coordinates are valid at the epoch date displayed above
 DR4386.which is a decimal equivalence of Year/Month/Day.
 DR4386
 DR4386.The orthometric height was determined by GPS observations and a
 DR4386.high-resolution geoid model using precise GPS observation and
 DR4386.processing techniques.
 DR4386
 DR4386.Significant digits in the geoid height do not necessarily reflect accuracy.
 DR4386.GEOID18 height accuracy estimate available here.
 DR4386
 DR4386.Click photographs - Photos may exist for this station.
 DR4386
 DR4386.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DR4386
 DR4386.The Laplace correction was computed from DEFLEC18 derived deflections.
 DR4386
 DR4386.The ellipsoidal height was determined by GPS observations
 DR4386.and is referenced to NAD 83.
 DR4386
 DR4386. The following values were computed from the NAD 83(2011) position.
 DR4386
 DR4386;                    North         East     Units Scale Factor Converg.
 DR4386;SPC MN S     -   247,470.379   759,332.429   MT  0.99992670   -0 21 26.6
 DR4386;SPC MN S     -   811,909.07  2,491,243.14   sFT  0.99992670   -0 21 26.6
 DR4386;UTM  15      - 4,909,200.532   379,611.407   MT  0.99977824   -1 03 18.5
 DR4386
 DR4386!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DR4386!SPC MN S     -   0.99995634  x   0.99992670  =   0.99988305
 DR4386!UTM  15      -   0.99995634  x   0.99977824  =   0.99973459
 DR4386
 DR4386_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUK7961109200(NAD 83)
 DR4386
 DR4386                          SUPERSEDED SURVEY CONTROL
 DR4386
 DR4386.No superseded survey control is available for this station.
 DR4386
 DR4386_MARKER: I = METAL ROD
 DR4386_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DR4386_STAMPING: 0804 R 2019
 DR4386_MARK LOGO: MNDT
 DR4386_PROJECTION: RECESSED 5 CENTIMETERS
 DR4386_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DR4386_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DR4386_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DR4386+SATELLITE: SATELLITE OBSERVATIONS - April 08, 2024
 DR4386_ROD/PIPE-DEPTH: 10.1 meters
 DR4386
 DR4386  HISTORY     - Date     Condition        Report By
 DR4386  HISTORY     - 20190401 MONUMENTED       MNDT
 DR4386  HISTORY     - 20240408 GOOD             MNDT
 DR4386
 DR4386                          STATION DESCRIPTION
 DR4386
 DR4386'DESCRIBED BY MN DEPT OF TRANSP 2019
 DR4386'2.3 MILES WEST OF NEW ULM, 2.6 MILES WEST ALONG TRUNK HIGHWAY 14
 DR4386'/TRUNK HIGHWAY 68 FROM THE JUNCTION OF TRUNK HIGHWAY 14 /TRUNK HIGHWAY
 DR4386'68 AND TRUNK HIGHWAY 15 IN NEW ULM, AT TRUNK HIGHWAY 14 MILEPOINT
 DR4386'100.25, 72.8 FEET SOUTH OF TRUNK HIGHWAY 14 /TRUNK HIGHWAY 68, 2.8
 DR4386'FEET NORTH OF A RIGHT-OF-WAY POST, 1.5 FEET NORTH OF A WITNESS POST.
 DR4386
 DR4386                          STATION RECOVERY (2024)
 DR4386
 DR4386'RECOVERY NOTE BY MN DEPT OF TRANSP 2024 (KMS)
 DR4386'2.3 MI (3.7 KM) WEST OF NEW ULM, 2.6 MI (4.2 KM) WEST ALONG TRUNK
 DR4386'HIGHWAY 14 / TRUNK HIGHWAY 68 FROM THE JUNCTION OF TRUNK HIGHWAY 14 /
 DR4386'TRUNK HIGHWAY 68 AND TRUNK HIGHWAY 15 IN NEW ULM, AT TRUNK HIGHWAY 14
 DR4386'MILE POINT 100.25, 72.8 FT (22.2 M) SOUTH OF TRUNK HIGHWAY 14 /TRUNK
 DR4386'HIGHWAY 68, 2.8 FT (0.9 M) NORTH OF A RIGHT-OF-WAY POST, 1.5 FT (0.5
 DR4386'M) NORTH OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DR4387 ***********************************************************************
 DR4387  HT_MOD      -  This is a Height Modernization Survey Station.
 DR4387  DESIGNATION -  0804 S
 DR4387  PID         -  DR4387
 DR4387  STATE/COUNTY-  MN/BROWN
 DR4387  COUNTRY     -  US
 DR4387  USGS QUAD   -  NEW ULM (2019)
 DR4387
 DR4387                         *CURRENT SURVEY CONTROL
 DR4387  ______________________________________________________________________
 DR4387* NAD 83(2011) POSITION- 44 19 09.84007(N) 094 28 01.90230(W)   ADJUSTED
 DR4387* NAD 83(2011) ELLIP HT-   243.037 (meters)        (04/02/20)   ADJUSTED
 DR4387* NAD 83(2011) EPOCH   -  2010.00
 DR4387* NAVD 88 ORTHO HEIGHT -   271.11  (meters)      889.5   (feet) GPS OBS
 DR4387  ______________________________________________________________________
 DR4387  GEOID HEIGHT    -        -28.073 (meters)                     GEOID18
 DR4387  NAD 83(2011) X  -   -356,021.598 (meters)                     COMP
 DR4387  NAD 83(2011) Y  - -4,557,039.559 (meters)                     COMP
 DR4387  NAD 83(2011) Z  -  4,433,722.111 (meters)                     COMP
 DR4387  LAPLACE CORR    -         -1.81  (seconds)                    DEFLEC18
 DR4387
 DR4387  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DR4387  Standards:
 DR4387         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DR4387            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DR4387  -------------------------------------------------------------------
 DR4387  NETWORK    0.89   1.23           0.41   0.30   0.63      0.14891003
 DR4387  -------------------------------------------------------------------
 DR4387  Click here for local accuracies and other accuracy information.
 DR4387
 DR4387.The horizontal coordinates were established by GPS observations
 DR4387.and adjusted by the MN DEPT OF TRANSP in April 2020.
 DR4387
 DR4387.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DR4387.been affixed to the stable North American tectonic plate. See 
 DR4387.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DR4387
 DR4387.The horizontal coordinates are valid at the epoch date displayed above
 DR4387.which is a decimal equivalence of Year/Month/Day.
 DR4387
 DR4387.The orthometric height was determined by GPS observations and a
 DR4387.high-resolution geoid model using precise GPS observation and
 DR4387.processing techniques.
 DR4387
 DR4387.Significant digits in the geoid height do not necessarily reflect accuracy.
 DR4387.GEOID18 height accuracy estimate available here.
 DR4387
 DR4387.Click photographs - Photos may exist for this station.
 DR4387
 DR4387.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DR4387
 DR4387.The Laplace correction was computed from DEFLEC18 derived deflections.
 DR4387
 DR4387.The ellipsoidal height was determined by GPS observations
 DR4387.and is referenced to NAD 83.
 DR4387
 DR4387. The following values were computed from the NAD 83(2011) position.
 DR4387
 DR4387;                    North         East     Units Scale Factor Converg.
 DR4387;SPC MN S     -   246,706.679   762,732.589   MT  0.99992707   -0 19 38.9
 DR4387;SPC MN S     -   809,403.50  2,502,398.50   sFT  0.99992707   -0 19 38.9
 DR4387;UTM  15      - 4,908,395.607   383,001.494   MT  0.99976835   -1 01 30.7
 DR4387
 DR4387!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DR4387!SPC MN S     -   0.99996189  x   0.99992707  =   0.99988897
 DR4387!UTM  15      -   0.99996189  x   0.99976835  =   0.99973025
 DR4387
 DR4387_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUK8300108395(NAD 83)
 DR4387
 DR4387                          SUPERSEDED SURVEY CONTROL
 DR4387
 DR4387.No superseded survey control is available for this station.
 DR4387
 DR4387_MARKER: I = METAL ROD
 DR4387_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DR4387_STAMPING: 0804 S 2019
 DR4387_MARK LOGO: MNDT
 DR4387_PROJECTION: RECESSED 3 CENTIMETERS
 DR4387_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DR4387_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DR4387_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DR4387+SATELLITE: SATELLITE OBSERVATIONS - April 08, 2024
 DR4387_ROD/PIPE-DEPTH: 7.6 meters
 DR4387
 DR4387  HISTORY     - Date     Condition        Report By
 DR4387  HISTORY     - 20191023 MONUMENTED       MNDT
 DR4387  HISTORY     - 20240408 GOOD             MNDT
 DR4387
 DR4387                          STATION DESCRIPTION
 DR4387
 DR4387'DESCRIBED BY MN DEPT OF TRANSP 2019
 DR4387'IN NEW ULM, AT THE JUNCTION OF TRUNK HIGHWAY 14/ TRUNK HIGHWAY 68 AND
 DR4387'TRUNK HIGHWAY 15 AND 7TH STREET NORTH IN NEW ULM, AT TRUNK HIGHWAY 14
 DR4387'MILEPOINT 102.85, 56.4 FEET SOUTHWEST OF EASTBOUND TRUNK HIGHWAY 14/
 DR4387'TRUNK HIGHWAY 68, 20.0 FEET NORTHWEST OF 7TH STREET NORTH, 1.5 FEET
 DR4387'NORTHEAST OF A WITNESS POST.
 DR4387
 DR4387                          STATION RECOVERY (2024)
 DR4387
 DR4387'RECOVERY NOTE BY MN DEPT OF TRANSP 2024 (KMS)
 DR4387'IN NEW ULM, AT THE JUNCTION OF TRUNK HIGHWAY 14 / TRUNK HIGHWAY 68 AND
 DR4387'TRUNK HIGHWAY 15 AND SEVENTH STREET NORTH IN NEW ULM, AT TRUNK HIGHWAY
 DR4387'14 MILE POINT 102.85, 56.4 FT (17.2 M) SOUTHWEST OF EASTBOUND TRUNK
 DR4387'HIGHWAY 14 / TRUNK HIGHWAY 68, 20.0 FT (6.1 M) NORTHWEST OF SEVENTH
 DR4387'STREET NORTH, 1.5 FT (0.5 M) NORTHEAST OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DP4822 ***********************************************************************
 DP4822  DESIGNATION -  0805 A
 DP4822  PID         -  DP4822
 DP4822  STATE/COUNTY-  MN/BROWN
 DP4822  COUNTRY     -  US
 DP4822  USGS QUAD   -  MADELIA (2019)
 DP4822
 DP4822                         *CURRENT SURVEY CONTROL
 DP4822  ______________________________________________________________________
 DP4822* NAD 83(2011) POSITION- 44 07 23.09785(N) 094 25 08.34744(W)   ADJUSTED
 DP4822* NAD 83(2011) ELLIP HT-   280.749 (meters)        (10/09/14)   ADJUSTED
 DP4822* NAD 83(2011) EPOCH   -  2010.00
 DP4822* NAVD 88 ORTHO HEIGHT -   308.848 (meters)     1013.28  (feet) ADJUSTED
 DP4822  ______________________________________________________________________
 DP4822  GEOID HEIGHT    -        -28.111 (meters)                     GEOID18
 DP4822  NAD 83(2011) X  -   -353,361.445 (meters)                     COMP
 DP4822  NAD 83(2011) Y  - -4,572,533.672 (meters)                     COMP
 DP4822  NAD 83(2011) Z  -  4,418,114.655 (meters)                     COMP
 DP4822  LAPLACE CORR    -         -1.01  (seconds)                    DEFLEC18
 DP4822  DYNAMIC HEIGHT  -        308.795 (meters)     1013.10  (feet) COMP
 DP4822  MODELED GRAVITY -    980,437.0   (mgal)                       NAVD 88
 DP4822
 DP4822  VERT ORDER      -  SECOND    CLASS I
 DP4822
 DP4822  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DP4822  Standards:
 DP4822         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DP4822            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DP4822  -------------------------------------------------------------------
 DP4822  NETWORK    0.65   1.41           0.29   0.23   0.72      0.18758431
 DP4822  -------------------------------------------------------------------
 DP4822  Click here for local accuracies and other accuracy information.
 DP4822
 DP4822.The horizontal coordinates were established by GPS observations
 DP4822.and adjusted by the MN DEPT OF TRANSP in October 2014.
 DP4822
 DP4822.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DP4822.been affixed to the stable North American tectonic plate. See 
 DP4822.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DP4822
 DP4822.The horizontal coordinates are valid at the epoch date displayed above
 DP4822.which is a decimal equivalence of Year/Month/Day.
 DP4822
 DP4822.The orthometric height was determined by differential leveling and
 DP4822.adjusted by the NATIONAL GEODETIC SURVEY
 DP4822.in May 2016.
 DP4822
 DP4822.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP4822.GEOID18 height accuracy estimate available here.
 DP4822
 DP4822.Click photographs - Photos may exist for this station.
 DP4822
 DP4822.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DP4822
 DP4822.The Laplace correction was computed from DEFLEC18 derived deflections.
 DP4822
 DP4822.The ellipsoidal height was determined by GPS observations
 DP4822.and is referenced to NAD 83.
 DP4822
 DP4822.The dynamic height is computed by dividing the NAVD 88
 DP4822.geopotential number by the normal gravity value computed on the
 DP4822.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP4822.degrees latitude (g = 980.6199 gals.).
 DP4822
 DP4822.The modeled gravity was interpolated from observed gravity values.
 DP4822
 DP4822. The following values were computed from the NAD 83(2011) position.
 DP4822
 DP4822;                    North         East     Units Scale Factor Converg.
 DP4822;SPC MN S     -   224,873.449   766,466.360   MT  0.99994373   -0 17 37.2
 DP4822;SPC MN S     -   737,772.31  2,514,648.38   sFT  0.99994373   -0 17 37.2
 DP4822;UTM  15      - 4,886,522.375   386,469.183   MT  0.99975852   -0 59 16.8
 DP4822
 DP4822!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DP4822!SPC MN S     -   0.99995598  x   0.99994373  =   0.99989971
 DP4822!UTM  15      -   0.99995598  x   0.99975852  =   0.99971451
 DP4822
 DP4822_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUJ8646986522(NAD 83)
 DP4822
 DP4822                          SUPERSEDED SURVEY CONTROL
 DP4822
 DP4822.No superseded survey control is available for this station.
 DP4822
 DP4822_MARKER: DB = BENCH MARK DISK
 DP4822_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 DP4822_STAMPING: 0805 A 1972
 DP4822_MARK LOGO: MNHD
 DP4822_PROJECTION: RECESSED 10 CENTIMETERS
 DP4822_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DP4822_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DP4822_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP4822+SATELLITE: SATELLITE OBSERVATIONS - April 02, 2024
 DP4822
 DP4822  HISTORY     - Date     Condition        Report By
 DP4822  HISTORY     - 19720401 MONUMENTED       MNHD
 DP4822  HISTORY     - 20140403 GOOD             MNDT
 DP4822  HISTORY     - 20140715 GOOD             MNDT
 DP4822  HISTORY     - 20240402 GOOD             MNDT
 DP4822
 DP4822                          STATION DESCRIPTION
 DP4822
 DP4822'DESCRIBED BY MN DEPT OF TRANSP 2014 (KMS)
 DP4822'RECOVERED AS DESCRIBED.
 DP4822
 DP4822                          STATION RECOVERY (2014)
 DP4822
 DP4822'RECOVERY NOTE BY MN DEPT OF TRANSP 2014 (TXS)
 DP4822'5.0 MILES NORTH OF MADELIA, 5.1 MILES NORTH ALONG TRUNK HIGHWAY 15
 DP4822'FROM THE NORTH JUNCTION OF TRUNK HIGHWAY 15 AND TRUNK HIGHWAY 60
 DP4822'(JUNCTION IS 1.0 MILE NORTHEAST OF MADELIA), AT TRUNK HIGHWAY 15
 DP4822'MILEPOINT 43.5, 130 FEET SOUTH OF 110TH STREET, 75 FEET EAST OF TRUNK
 DP4822'HIGHWAY 15.
 DP4822
 DP4822                          STATION RECOVERY (2024)
 DP4822
 DP4822'RECOVERY NOTE BY MN DEPT OF TRANSP 2024 (BTB)
 DP4822'5.0 MI (8.0 KM) NORTH OF MADELIA, 5.1 MI (8.2 KM) NORTH ALONG TRUNK
 DP4822'HIGHWAY 15 FROM THE NORTH JUNCTION OF TRUNK HIGHWAY 15 AND TRUNK
 DP4822'HIGHWAY 60 (THE JUNCTION IS 1.0 MI (1.6 KM) NORTHEAST OF MADELIA), AT
 DP4822'TRUNK HIGHWAY 15 MILE POINT 43.5, 130.0 FT (39.6 M) SOUTH OF 110TH
 DP4822'STREET, 75.0 FT (22.9 M) EAST OF TRUNK HIGHWAY 15.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DP4823 ***********************************************************************
 DP4823  DESIGNATION -  0805 AA
 DP4823  PID         -  DP4823
 DP4823  STATE/COUNTY-  MN/BROWN
 DP4823  COUNTRY     -  US
 DP4823  USGS QUAD   -  NEW ULM (2019)
 DP4823
 DP4823                         *CURRENT SURVEY CONTROL
 DP4823  ______________________________________________________________________
 DP4823* NAD 83(2011) POSITION- 44 18 03.16569(N) 094 26 57.99700(W)   ADJUSTED
 DP4823* NAD 83(2011) ELLIP HT-   248.546 (meters)        (10/09/14)   ADJUSTED
 DP4823* NAD 83(2011) EPOCH   -  2010.00
 DP4823* NAVD 88 ORTHO HEIGHT -   276.629 (meters)      907.57  (feet) ADJUSTED
 DP4823  ______________________________________________________________________
 DP4823  GEOID HEIGHT    -        -28.097 (meters)                     GEOID18
 DP4823  NAD 83(2011) X  -   -354,721.549 (meters)                     COMP
 DP4823  NAD 83(2011) Y  - -4,558,586.885 (meters)                     COMP
 DP4823  NAD 83(2011) Z  -  4,432,253.272 (meters)                     COMP
 DP4823  LAPLACE CORR    -         -1.86  (seconds)                    DEFLEC18
 DP4823  DYNAMIC HEIGHT  -        276.585 (meters)      907.43  (feet) COMP
 DP4823  MODELED GRAVITY -    980,452.9   (mgal)                       NAVD 88
 DP4823
 DP4823  VERT ORDER      -  SECOND    CLASS I
 DP4823
 DP4823  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DP4823  Standards:
 DP4823         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DP4823            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DP4823  -------------------------------------------------------------------
 DP4823  NETWORK    0.55   0.98           0.25   0.19   0.50      0.06492986
 DP4823  -------------------------------------------------------------------
 DP4823  Click here for local accuracies and other accuracy information.
 DP4823
 DP4823.The horizontal coordinates were established by GPS observations
 DP4823.and adjusted by the MN DEPT OF TRANSP in October 2014.
 DP4823
 DP4823.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DP4823.been affixed to the stable North American tectonic plate. See 
 DP4823.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DP4823
 DP4823.The horizontal coordinates are valid at the epoch date displayed above
 DP4823.which is a decimal equivalence of Year/Month/Day.
 DP4823
 DP4823.The orthometric height was determined by differential leveling and
 DP4823.adjusted by the NATIONAL GEODETIC SURVEY
 DP4823.in May 2016.
 DP4823
 DP4823.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP4823.GEOID18 height accuracy estimate available here.
 DP4823
 DP4823.Click photographs - Photos may exist for this station.
 DP4823
 DP4823.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DP4823
 DP4823.The Laplace correction was computed from DEFLEC18 derived deflections.
 DP4823
 DP4823.The ellipsoidal height was determined by GPS observations
 DP4823.and is referenced to NAD 83.
 DP4823
 DP4823.The dynamic height is computed by dividing the NAVD 88
 DP4823.geopotential number by the normal gravity value computed on the
 DP4823.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP4823.degrees latitude (g = 980.6199 gals.).
 DP4823
 DP4823.The modeled gravity was interpolated from observed gravity values.
 DP4823
 DP4823. The following values were computed from the NAD 83(2011) position.
 DP4823
 DP4823;                    North         East     Units Scale Factor Converg.
 DP4823;SPC MN S     -   244,640.936   764,137.267   MT  0.99992814   -0 18 54.1
 DP4823;SPC MN S     -   802,626.14  2,507,007.02   sFT  0.99992814   -0 18 54.1
 DP4823;UTM  15      - 4,906,313.252   384,380.696   MT  0.99976440   -1 00 44.8
 DP4823
 DP4823!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DP4823!SPC MN S     -   0.99996103  x   0.99992814  =   0.99988917
 DP4823!UTM  15      -   0.99996103  x   0.99976440  =   0.99972544
 DP4823
 DP4823_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUK8438006313(NAD 83)
 DP4823
 DP4823                          SUPERSEDED SURVEY CONTROL
 DP4823
 DP4823.No superseded survey control is available for this station.
 DP4823
 DP4823_MARKER: I = METAL ROD
 DP4823_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DP4823_STAMPING: 0805 AA 2014
 DP4823_MARK LOGO: MNDT
 DP4823_PROJECTION: FLUSH
 DP4823_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DP4823_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DP4823_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP4823+SATELLITE: SATELLITE OBSERVATIONS - April 04, 2024
 DP4823_ROD/PIPE-DEPTH: 24.4 meters
 DP4823
 DP4823  HISTORY     - Date     Condition        Report By
 DP4823  HISTORY     - 20140422 MONUMENTED       MNDT
 DP4823  HISTORY     - 20140601 GOOD             MNDT
 DP4823  HISTORY     - 20200213 GOOD             MNDT
 DP4823  HISTORY     - 20240404 GOOD             MNDT
 DP4823
 DP4823                          STATION DESCRIPTION
 DP4823
 DP4823'DESCRIBED BY MN DEPT OF TRANSP 2014
 DP4823'IN NEW ULM, 1.5 MILES SOUTHEAST ALONG TRUNK HIGHWAY 15/ TRUNK HIGHWAY
 DP4823'68 FROM JUNCTION OF TRUNK HIGHWAY 15, TRUNK HIGHWAY 68, AND TRUNK
 DP4823'HIGHWAY 14 IN NEW ULM, AT TRUNK HIGHWAY 15 MILEPOINT 56.55, 17.3 FEET
 DP4823'SOUTHWEST OF TRUNK HIGHWAY 15, 48.7 FEET NORTHWEST OF 12TH STREET
 DP4823'SOUTH, 1.5 FEET SOUTHEAST OF WITNESS POST.
 DP4823
 DP4823                          STATION RECOVERY (2014)
 DP4823
 DP4823'RECOVERY NOTE BY MN DEPT OF TRANSP 2014 (KAS)
 DP4823'RECOVERED AS DESCRIBED.
 DP4823'
 DP4823'NOTE - THE STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM
 DP4823'ROD DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION REMOVABLE
 DP4823'DISK SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH
 DP4823'PVC PIPE BACK FILLED WITH WASHED SAND.
 DP4823
 DP4823                          STATION RECOVERY (2020)
 DP4823
 DP4823'RECOVERY NOTE BY MN DEPT OF TRANSP 2020 (BXG)
 DP4823'RECOVERED AS DESCRIBED.
 DP4823
 DP4823                          STATION RECOVERY (2024)
 DP4823
 DP4823'RECOVERY NOTE BY MN DEPT OF TRANSP 2024 (BTB)
 DP4823'IN NEW ULM, 1.5 MI (2.4 KM) SOUTHEAST ALONG TRUNK HIGHWAY 15/TRUNK
 DP4823'HIGHWAY 68 FROM THE JUNCTION OF TRUNK HIGHWAY 15, TRUNK HIGHWAY 68 AND
 DP4823'TRUNK HIGHWAY 14 IN NEW ULM, AT TRUNK HIGHWAY 15 MILE POINT 56.55,
 DP4823'17.3 FT (5.3 M) SOUTHWEST OF TRUNK HIGHWAY 15, 48.7 FT (14.8 M)
 DP4823'NORTHWEST OF 12TH STREET SOUTH, 1.5 FT (0.5 M) SOUTHEAST OF A WITNESS
 DP4823'POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DR4388 ***********************************************************************
 DR4388  HT_MOD      -  This is a Height Modernization Survey Station.
 DR4388  DESIGNATION -  0805 AB
 DR4388  PID         -  DR4388
 DR4388  STATE/COUNTY-  MN/BROWN
 DR4388  COUNTRY     -  US
 DR4388  USGS QUAD   -  NEW ULM (2019)
 DR4388
 DR4388                         *CURRENT SURVEY CONTROL
 DR4388  ______________________________________________________________________
 DR4388* NAD 83(2011) POSITION- 44 18 31.21778(N) 094 27 24.73038(W)   ADJUSTED
 DR4388* NAD 83(2011) ELLIP HT-   248.233 (meters)        (04/02/20)   ADJUSTED
 DR4388* NAD 83(2011) EPOCH   -  2010.00
 DR4388* NAVD 88 ORTHO HEIGHT -   276.32  (meters)      906.6   (feet) GPS OBS
 DR4388  ______________________________________________________________________
 DR4388  GEOID HEIGHT    -        -28.087 (meters)                     GEOID18
 DR4388  NAD 83(2011) X  -   -355,265.355 (meters)                     COMP
 DR4388  NAD 83(2011) Y  - -4,557,937.672 (meters)                     COMP
 DR4388  NAD 83(2011) Z  -  4,432,872.717 (meters)                     COMP
 DR4388  LAPLACE CORR    -         -1.77  (seconds)                    DEFLEC18
 DR4388
 DR4388  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DR4388  Standards:
 DR4388         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DR4388            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DR4388  -------------------------------------------------------------------
 DR4388  NETWORK    0.89   1.18           0.41   0.30   0.60      0.14718169
 DR4388  -------------------------------------------------------------------
 DR4388  Click here for local accuracies and other accuracy information.
 DR4388
 DR4388.The horizontal coordinates were established by GPS observations
 DR4388.and adjusted by the MN DEPT OF TRANSP in April 2020.
 DR4388
 DR4388.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DR4388.been affixed to the stable North American tectonic plate. See 
 DR4388.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DR4388
 DR4388.The horizontal coordinates are valid at the epoch date displayed above
 DR4388.which is a decimal equivalence of Year/Month/Day.
 DR4388
 DR4388.The orthometric height was determined by GPS observations and a
 DR4388.high-resolution geoid model using precise GPS observation and
 DR4388.processing techniques.
 DR4388
 DR4388.Significant digits in the geoid height do not necessarily reflect accuracy.
 DR4388.GEOID18 height accuracy estimate available here.
 DR4388
 DR4388.Click photographs - Photos may exist for this station.
 DR4388
 DR4388.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DR4388
 DR4388.The Laplace correction was computed from DEFLEC18 derived deflections.
 DR4388
 DR4388.The ellipsoidal height was determined by GPS observations
 DR4388.and is referenced to NAD 83.
 DR4388
 DR4388. The following values were computed from the NAD 83(2011) position.
 DR4388
 DR4388;                    North         East     Units Scale Factor Converg.
 DR4388;SPC MN S     -   245,510.005   763,549.569   MT  0.99992768   -0 19 12.8
 DR4388;SPC MN S     -   805,477.41  2,505,078.88   sFT  0.99992768   -0 19 12.8
 DR4388;UTM  15      - 4,907,189.268   383,803.715   MT  0.99976605   -1 01 04.0
 DR4388
 DR4388!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DR4388!SPC MN S     -   0.99996108  x   0.99992768  =   0.99988876
 DR4388!UTM  15      -   0.99996108  x   0.99976605  =   0.99972714
 DR4388
 DR4388_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUK8380307189(NAD 83)
 DR4388
 DR4388                          SUPERSEDED SURVEY CONTROL
 DR4388
 DR4388.No superseded survey control is available for this station.
 DR4388
 DR4388_MARKER: I = METAL ROD
 DR4388_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DR4388_STAMPING: 0805 AB 2019
 DR4388_MARK LOGO: MNDT
 DR4388_PROJECTION: RECESSED 3 CENTIMETERS
 DR4388_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DR4388_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DR4388_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DR4388+SATELLITE: SATELLITE OBSERVATIONS - April 04, 2024
 DR4388_ROD/PIPE-DEPTH: 5.8 meters
 DR4388
 DR4388  HISTORY     - Date     Condition        Report By
 DR4388  HISTORY     - 20190401 MONUMENTED       MNDT
 DR4388  HISTORY     - 20240404 GOOD             MNDT
 DR4388
 DR4388                          STATION DESCRIPTION
 DR4388
 DR4388'DESCRIBED BY MN DEPT OF TRANSP 2019
 DR4388'IN NEW ULM, 0.90 MILE SOUTH-SOUTHEAST ALONG TRUNK HIGHWAY 15 /TRUNK
 DR4388'HIGHWAY 68 FROM THE JUNCTION OF TRUNK HIGHWAY 15 TRUNK HIGHWAY 68 AND
 DR4388'TRUNK HIGHWAY 14 AND 7TH STREET NORTH IN NEW ULM, AT TRUNK HIGHWAY 15
 DR4388'MILEPOINT 57.15, 47.5 FEET WEST-SOUTHWEST OF SOUTHBOUND TRUNK HIGHWAY
 DR4388'15/ TRUNK HIGHWAY 68, 24.5 FEET NORTH-NORTHWEST OF 4TH STREET SOUTH,
 DR4388'9.0 FEET EAST NORTHEAST OF SIDE WALK, 1.5 FEET EAST-NORTHEAST OF A
 DR4388'WITNESS POST.
 DR4388
 DR4388                          STATION RECOVERY (2024)
 DR4388
 DR4388'RECOVERY NOTE BY MN DEPT OF TRANSP 2024 (BTB)
 DR4388'IN NEW ULM, 0.90 MI (1.45 KM) SOUTH-SOUTHEAST ALONG TRUNK HIGHWAY 15 /
 DR4388'TRUNK HIGHWAY 68 FROM THE JUNCTION OF TRUNK HIGHWAY 15 /TRUNK HIGHWAY
 DR4388'68 AND TRUNK HIGHWAY 14 AND SEVENTH STREET NORTH IN NEW ULM, AT TRUNK
 DR4388'HIGHWAY 15 MILE POINT 57.15, 47.5 FT (14.5 M) WEST-SOUTHWEST OF
 DR4388'SOUTHBOUND TRUNK HIGHWAY 15 / TRUNK HIGHWAY 68, 24.5 FT (7.5 M)
 DR4388'NORTH-NORTHWEST OF FOURTH STREET SOUTH, 9.0 FT (2.7 M) EAST-NORTHEAST
 DR4388'OF SIDEWALK, 1.5 FT (0.5 M) EAST-NORTHEAST OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DI0810 ***********************************************************************
 DI0810  DESIGNATION -  0805 D
 DI0810  PID         -  DI0810
 DI0810  STATE/COUNTY-  MN/BROWN
 DI0810  COUNTRY     -  US
 DI0810  USGS QUAD   -  HANSKA (2019)
 DI0810
 DI0810                         *CURRENT SURVEY CONTROL
 DI0810  ______________________________________________________________________
 DI0810* NAD 83(2011) POSITION- 44 09 10.08403(N) 094 25 10.71880(W)   ADJUSTED
 DI0810* NAD 83(2011) ELLIP HT-   277.488 (meters)        (06/27/12)   ADJUSTED
 DI0810* NAD 83(2011) EPOCH   -  2010.00
 DI0810* NAVD 88 ORTHO HEIGHT -   305.610 (meters)     1002.66  (feet) ADJUSTED
 DI0810  ______________________________________________________________________
 DI0810  GEOID HEIGHT    -        -28.116 (meters)                     GEOID18
 DI0810  NAD 83(2011) X  -   -353,236.618 (meters)                     COMP
 DI0810  NAD 83(2011) Y  - -4,570,234.431 (meters)                     COMP
 DI0810  NAD 83(2011) Z  -  4,420,482.331 (meters)                     COMP
 DI0810  LAPLACE CORR    -         -1.44  (seconds)                    DEFLEC18
 DI0810  DYNAMIC HEIGHT  -        305.558 (meters)     1002.48  (feet) COMP
 DI0810  MODELED GRAVITY -    980,439.2   (mgal)                       NAVD 88
 DI0810
 DI0810  VERT ORDER      -  SECOND    CLASS I
 DI0810
 DI0810  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DI0810  Standards:
 DI0810         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DI0810            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DI0810  -------------------------------------------------------------------
 DI0810  NETWORK    0.37   0.51           0.17   0.12   0.26      0.06165535
 DI0810  -------------------------------------------------------------------
 DI0810  Click here for local accuracies and other accuracy information.
 DI0810
 DI0810.The horizontal coordinates were established by GPS observations
 DI0810.and adjusted by the National Geodetic Survey in June 2012.
 DI0810
 DI0810.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DI0810.been affixed to the stable North American tectonic plate. See 
 DI0810.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DI0810
 DI0810.The horizontal coordinates are valid at the epoch date displayed above
 DI0810.which is a decimal equivalence of Year/Month/Day.
 DI0810
 DI0810.The orthometric height was determined by differential leveling and
 DI0810.adjusted by the NATIONAL GEODETIC SURVEY
 DI0810.in May 2016.
 DI0810
 DI0810.Significant digits in the geoid height do not necessarily reflect accuracy.
 DI0810.GEOID18 height accuracy estimate available here.
 DI0810
 DI0810.Click photographs - Photos may exist for this station.
 DI0810
 DI0810.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DI0810
 DI0810.The Laplace correction was computed from DEFLEC18 derived deflections.
 DI0810
 DI0810.The ellipsoidal height was determined by GPS observations
 DI0810.and is referenced to NAD 83.
 DI0810
 DI0810.The dynamic height is computed by dividing the NAVD 88
 DI0810.geopotential number by the normal gravity value computed on the
 DI0810.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DI0810.degrees latitude (g = 980.6199 gals.).
 DI0810
 DI0810.The modeled gravity was interpolated from observed gravity values.
 DI0810
 DI0810. The following values were computed from the NAD 83(2011) position.
 DI0810
 DI0810;                    North         East     Units Scale Factor Converg.
 DI0810;SPC MN S     -   228,175.641   766,430.591   MT  0.99994046   -0 17 38.9
 DI0810;SPC MN S     -   748,606.25  2,514,531.03   sFT  0.99994046   -0 17 38.9
 DI0810;UTM  15      - 4,889,824.152   386,473.447   MT  0.99975851   -0 59 20.4
 DI0810
 DI0810!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DI0810!SPC MN S     -   0.99995649  x   0.99994046  =   0.99989695
 DI0810!UTM  15      -   0.99995649  x   0.99975851  =   0.99971501
 DI0810
 DI0810_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUJ8647389824(NAD 83)
 DI0810
 DI0810                          SUPERSEDED SURVEY CONTROL
 DI0810
 DI0810  NAD 83(2007)-  44 09 10.08400(N)    094 25 10.71960(W) AD(2002.00) 1
 DI0810  ELLIP H (12/29/10)  277.517  (m)                       GP(2002.00) 3 2
 DI0810  NAD 83(1996)-  44 09 10.08347(N)    094 25 10.71904(W) AD(       ) 1
 DI0810  ELLIP H (07/31/06)  277.552  (m)                       GP(       ) 3 2
 DI0810  NAVD 88 (07/31/06)  305.6    (m)  GEOID03  model used  GPS OBS        
 DI0810
 DI0810.Superseded values are not recommended for survey control.
 DI0810
 DI0810.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DI0810.See file dsdata.pdf to determine how the superseded data were derived.
 DI0810
 DI0810_MARKER: DB = BENCH MARK DISK
 DI0810_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 DI0810_STAMPING: 0805 D 1972
 DI0810_MARK LOGO: MNHD
 DI0810_PROJECTION: RECESSED 13 CENTIMETERS
 DI0810_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DI0810_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DI0810_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DI0810+SATELLITE: SATELLITE OBSERVATIONS - April 02, 2024
 DI0810
 DI0810  HISTORY     - Date     Condition        Report By
 DI0810  HISTORY     - 19720401 MONUMENTED       MNHD
 DI0810  HISTORY     - 20050715 GOOD             MNDT
 DI0810  HISTORY     - 20140403 GOOD             MNDT
 DI0810  HISTORY     - 20140714 GOOD             MNDT
 DI0810  HISTORY     - 20240402 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.
 DI0810
 DI0810                          STATION RECOVERY (2014)
 DI0810
 DI0810'RECOVERY NOTE BY MN DEPT OF TRANSP 2014 (KMS)
 DI0810'RECOVERED AS DESCRIBED.
 DI0810
 DI0810                          STATION RECOVERY (2014)
 DI0810
 DI0810'RECOVERY NOTE BY MN DEPT OF TRANSP 2014 (PXK)
 DI0810'7.0 MILES NORTH OF MADELIA, 7.2 MILES NORTH ALONG TRUNK HIGHWAY 15
 DI0810'FROM THE NORTH JUNCTION OF TRUNK HIGHWAY 15 AND TRUNK HIGHWAY 60
 DI0810'(JUNCTION IS 1.0 MILE NORTHEAST OF MADELIA), AT TRUNK HIGHWAY 15
 DI0810'MILEPOINT 45.6, 130 FEET NORTH OF 130TH STREET, 76 FEET WEST OF TRUNK
 DI0810'HIGHWAY 15, 1.3 FEET NORTH OF WITNESS POST.
 DI0810
 DI0810                          STATION RECOVERY (2024)
 DI0810
 DI0810'RECOVERY NOTE BY MN DEPT OF TRANSP 2024 (BTB)
 DI0810'7.0 MI (11.3 KM) NORTH OF MADELIA, 7.2 MI (11.6 KM) NORTH ALONG TRUNK
 DI0810'HIGHWAY 15 FROM THE NORTH JUNCTION OF TRUNK HIGHWAY 15 AND TRUNK
 DI0810'HIGHWAY 60 (THE JUNCTION IS 1.0 MI (1.6 KM) NORTHEAST OF MADELIA), AT
 DI0810'TRUNK HIGHWAY 15 MILE POINT 45.6, 130.0 FT (39.6 M) NORTH OF 130TH
 DI0810'STREET, 76.0 FT (23.2 M) WEST OF TRUNK HIGHWAY 15, 1.3 FT (0.4 M)
 DI0810'NORTH OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DP4825 ***********************************************************************
 DP4825  DESIGNATION -  0805 G
 DP4825  PID         -  DP4825
 DP4825  STATE/COUNTY-  MN/BROWN
 DP4825  COUNTRY     -  US
 DP4825  USGS QUAD   -  HANSKA (2019)
 DP4825
 DP4825                         *CURRENT SURVEY CONTROL
 DP4825  ______________________________________________________________________
 DP4825* NAD 83(2011) POSITION- 44 10 54.85638(N) 094 25 44.80268(W)   ADJUSTED
 DP4825* NAD 83(2011) ELLIP HT-   277.616 (meters)        (10/09/14)   ADJUSTED
 DP4825* NAD 83(2011) EPOCH   -  2010.00
 DP4825* NAVD 88 ORTHO HEIGHT -   305.741 (meters)     1003.09  (feet) ADJUSTED
 DP4825  ______________________________________________________________________
 DP4825  GEOID HEIGHT    -        -28.118 (meters)                     GEOID18
 DP4825  NAD 83(2011) X  -   -353,817.809 (meters)                     COMP
 DP4825  NAD 83(2011) Y  - -4,567,929.520 (meters)                     COMP
 DP4825  NAD 83(2011) Z  -  4,422,802.182 (meters)                     COMP
 DP4825  LAPLACE CORR    -         -1.65  (seconds)                    DEFLEC18
 DP4825  DYNAMIC HEIGHT  -        305.689 (meters)     1002.91  (feet) COMP
 DP4825  MODELED GRAVITY -    980,441.4   (mgal)                       NAVD 88
 DP4825
 DP4825  VERT ORDER      -  SECOND    CLASS I
 DP4825
 DP4825  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DP4825  Standards:
 DP4825         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DP4825            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DP4825  -------------------------------------------------------------------
 DP4825  NETWORK    0.82   1.80           0.38   0.27   0.92      0.16270788
 DP4825  -------------------------------------------------------------------
 DP4825  Click here for local accuracies and other accuracy information.
 DP4825
 DP4825.The horizontal coordinates were established by GPS observations
 DP4825.and adjusted by the MN DEPT OF TRANSP in October 2014.
 DP4825
 DP4825.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DP4825.been affixed to the stable North American tectonic plate. See 
 DP4825.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DP4825
 DP4825.The horizontal coordinates are valid at the epoch date displayed above
 DP4825.which is a decimal equivalence of Year/Month/Day.
 DP4825
 DP4825.The orthometric height was determined by differential leveling and
 DP4825.adjusted by the NATIONAL GEODETIC SURVEY
 DP4825.in May 2016.
 DP4825
 DP4825.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP4825.GEOID18 height accuracy estimate available here.
 DP4825
 DP4825.Click photographs - Photos may exist for this station.
 DP4825
 DP4825.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DP4825
 DP4825.The Laplace correction was computed from DEFLEC18 derived deflections.
 DP4825
 DP4825.The ellipsoidal height was determined by GPS observations
 DP4825.and is referenced to NAD 83.
 DP4825
 DP4825.The dynamic height is computed by dividing the NAVD 88
 DP4825.geopotential number by the normal gravity value computed on the
 DP4825.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP4825.degrees latitude (g = 980.6199 gals.).
 DP4825
 DP4825.The modeled gravity was interpolated from observed gravity values.
 DP4825
 DP4825. The following values were computed from the NAD 83(2011) position.
 DP4825
 DP4825;                    North         East     Units Scale Factor Converg.
 DP4825;SPC MN S     -   231,413.174   765,690.201   MT  0.99993751   -0 18 02.8
 DP4825;SPC MN S     -   759,228.06  2,512,101.93   sFT  0.99993751   -0 18 02.8
 DP4825;UTM  15      - 4,893,069.845   385,772.514   MT  0.99976047   -0 59 46.0
 DP4825
 DP4825!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DP4825!SPC MN S     -   0.99995647  x   0.99993751  =   0.99989398
 DP4825!UTM  15      -   0.99995647  x   0.99976047  =   0.99971695
 DP4825
 DP4825_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUJ8577293069(NAD 83)
 DP4825
 DP4825                          SUPERSEDED SURVEY CONTROL
 DP4825
 DP4825.No superseded survey control is available for this station.
 DP4825
 DP4825_MARKER: DB = BENCH MARK DISK
 DP4825_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 DP4825_STAMPING: 0805 G 1972
 DP4825_MARK LOGO: MNHD
 DP4825_PROJECTION: RECESSED 13 CENTIMETERS
 DP4825_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DP4825_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DP4825_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP4825+SATELLITE: SATELLITE OBSERVATIONS - April 02, 2024
 DP4825
 DP4825  HISTORY     - Date     Condition        Report By
 DP4825  HISTORY     - 19720401 MONUMENTED       MNHD
 DP4825  HISTORY     - 20140403 GOOD             MNDT
 DP4825  HISTORY     - 20140714 GOOD             MNDT
 DP4825  HISTORY     - 20240402 GOOD             MNDT
 DP4825
 DP4825                          STATION DESCRIPTION
 DP4825
 DP4825'DESCRIBED BY MN DEPT OF TRANSP 2014 (KMS)
 DP4825'RECOVERED AS DESCRIBED.
 DP4825
 DP4825                          STATION RECOVERY (2014)
 DP4825
 DP4825'RECOVERY NOTE BY MN DEPT OF TRANSP 2014 (TXR)
 DP4825'9.0 MILES NORTH OF MADELIA, 9.4 MILES NORTH ALONG TRUNK HIGHWAY 15
 DP4825'FROM THE NORTH JUNCTION OF TRUNK HIGHWAY 15 AND TRUNK HIGHWAY 60 IN
 DP4825'MADELIA, AT TRUNK HIGHWAY 15 MILEPOINT 47.8, 130 FEET NORTH OF 150TH
 DP4825'STREET, 74 FEET EAST OF TRUNK HIGHWAY 15, 3.0 FEET NORTHWEST OF
 DP4825'RIGHT-OF-WAY POST, 0.5 FEET WEST OF WITNESS POST.
 DP4825
 DP4825                          STATION RECOVERY (2024)
 DP4825
 DP4825'RECOVERY NOTE BY MN DEPT OF TRANSP 2024 (BTB)
 DP4825'9.0 MI (14.5 KM) NORTH OF MADELIA, 9.4 MI (15.1 KM) NORTH ALONG TRUNK
 DP4825'HIGHWAY 15 FROM THE NORTH JUNCTION OF TRUNK HIGHWAY 15 AND TRUNK
 DP4825'HIGHWAY 60 IN MADELIA, AT TRUNK HIGHWAY 15 MILE POINT 47.8, 130.0 FT
 DP4825'(39.6 M) NORTH OF 150TH STREET, 74.0 FT (22.6 M) EAST OF TRUNK HIGHWAY
 DP4825'15, 3.0 FT (0.9 M) NORTHWEST OF A RIGHT-OF-WAY POST, 0.5 FT (15 CM)
 DP4825'WEST OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DP8010 ***********************************************************************
 DP8010  DESIGNATION -  0805 H
 DP8010  PID         -  DP8010
 DP8010  STATE/COUNTY-  MN/BROWN
 DP8010  COUNTRY     -  US
 DP8010  USGS QUAD   -  HANSKA (2019)
 DP8010
 DP8010                         *CURRENT SURVEY CONTROL
 DP8010  ______________________________________________________________________
 DP8010* NAD 83(1986) POSITION- 44 11 44.61   (N) 094 25 51.42   (W)   HD_HELD1
 DP8010* NAVD 88 ORTHO HEIGHT -   304.331 (meters)      998.46  (feet) ADJUSTED
 DP8010  ______________________________________________________________________
 DP8010  GEOID HEIGHT    -        -28.120 (meters)                     GEOID18
 DP8010  DYNAMIC HEIGHT  -        304.280 (meters)      998.29  (feet) COMP
 DP8010  MODELED GRAVITY -    980,442.7   (mgal)                       NAVD 88
 DP8010
 DP8010  VERT ORDER      -  SECOND    CLASS I
 DP8010
 DP8010.The horizontal coordinates were determined by differentially corrected
 DP8010.hand held GPS observations or other comparable positioning techniques
 DP8010.and have an estimated accuracy of +/- 3 meters.
 DP8010
 DP8010.The orthometric height was determined by differential leveling and
 DP8010.adjusted by the NATIONAL GEODETIC SURVEY
 DP8010.in May 2016.
 DP8010
 DP8010.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP8010.GEOID18 height accuracy estimate available here.
 DP8010
 DP8010.Click photographs - Photos may exist for this station.
 DP8010
 DP8010.The dynamic height is computed by dividing the NAVD 88
 DP8010.geopotential number by the normal gravity value computed on the
 DP8010.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP8010.degrees latitude (g = 980.6199 gals.).
 DP8010
 DP8010.The modeled gravity was interpolated from observed gravity values.
 DP8010
 DP8010;                    North         East    Units  Estimated Accuracy
 DP8010;SPC MN S     -   232,949.5     765,551.3     MT  (+/- 3 meters HH1 GPS) 
 DP8010
 DP8010_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUJ8565294607(NAD 83)
 DP8010
 DP8010                          SUPERSEDED SURVEY CONTROL
 DP8010
 DP8010.No superseded survey control is available for this station.
 DP8010
 DP8010_MARKER: DB = BENCH MARK DISK
 DP8010_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 DP8010_STAMPING: 0805 H 1972
 DP8010_MARK LOGO: MNHD
 DP8010_PROJECTION: RECESSED 8 CENTIMETERS
 DP8010_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DP8010_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DP8010_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP8010+SATELLITE: SATELLITE OBSERVATIONS - April 02, 2024
 DP8010
 DP8010  HISTORY     - Date     Condition        Report By
 DP8010  HISTORY     - 19720401 MONUMENTED       MNHD
 DP8010  HISTORY     - 20140403 GOOD             MNDT
 DP8010  HISTORY     - 20240402 GOOD             MNDT
 DP8010
 DP8010                          STATION DESCRIPTION
 DP8010
 DP8010'DESCRIBED BY MN DEPT OF TRANSP 2014 (KMS)
 DP8010'THE STATION IS LOCATED ABOUT 6.7 MI (10.8 KM) SOUTHWEST OF COURTLAND,
 DP8010'6.5 MI (10.5 KM) WEST-SOUTHWEST OF CAMBRIA AND 4.5 MI (7.2 KM)
 DP8010'NORTHEAST OF HANSKA, 8.7 MI (14.0 KM) SOUTH OF NEW ULM.
 DP8010'
 DP8010'TO REACH THE MARK GO 9.2 MI (14.8 KM) SOUTH ALONG TRUNK HIGHWAY 15
 DP8010'FROM THE WEST JUNCTION OF TRUNK HIGHWAY 15 AND TRUNK HIGHWAY 14 IN NEW
 DP8010'ULM, AT TRUNK HIGHWAY 15 MILE POINT 48.8.
 DP8010'
 DP8010'THE MARK IS LOCATED 130 FT (39.6 M) SOUTH OF COUNTY ROAD 102, 104 FT
 DP8010'(31.7 M) NORTHEAST OF TRUNK HIGHWAY 15.
 DP8010
 DP8010                          STATION RECOVERY (2024)
 DP8010
 DP8010'RECOVERY NOTE BY MN DEPT OF TRANSP 2024 (BTB)
 DP8010'8.7 MI (14.0 KM) SOUTH OF NEW ULM, 9.2 MI (14.8 KM) SOUTH ALONG TRUNK
 DP8010'HIGHWAY 15 FROM THE WEST JUNCTION OF TRUNK HIGHWAY 15 AND TRUNK
 DP8010'HIGHWAY 14 IN NEW ULM, AT TRUNK HIGHWAY 15 MILE POINT 48.8, 130.0 FT
 DP8010'(39.6 M) SOUTH OF COUNTY ROAD 102, 104.0 FT (31.7 M) NORTHEAST OF
 DP8010'TRUNK HIGHWAY 15.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DP4826 ***********************************************************************
 DP4826  DESIGNATION -  0805 J
 DP4826  PID         -  DP4826
 DP4826  STATE/COUNTY-  MN/BROWN
 DP4826  COUNTRY     -  US
 DP4826  USGS QUAD   -  HANSKA (2019)
 DP4826
 DP4826                         *CURRENT SURVEY CONTROL
 DP4826  ______________________________________________________________________
 DP4826* NAD 83(2011) POSITION- 44 12 35.70519(N) 094 25 54.97035(W)   ADJUSTED
 DP4826* NAD 83(2011) ELLIP HT-   275.732 (meters)        (10/09/14)   ADJUSTED
 DP4826* NAD 83(2011) EPOCH   -  2010.00
 DP4826* NAVD 88 ORTHO HEIGHT -   303.859 (meters)      996.91  (feet) ADJUSTED
 DP4826  ______________________________________________________________________
 DP4826  GEOID HEIGHT    -        -28.121 (meters)                     GEOID18
 DP4826  NAD 83(2011) X  -   -353,875.187 (meters)                     COMP
 DP4826  NAD 83(2011) Y  - -4,565,747.175 (meters)                     COMP
 DP4826  NAD 83(2011) Z  -  4,425,032.688 (meters)                     COMP
 DP4826  LAPLACE CORR    -         -1.82  (seconds)                    DEFLEC18
 DP4826  DYNAMIC HEIGHT  -        303.808 (meters)      996.74  (feet) COMP
 DP4826  MODELED GRAVITY -    980,444.0   (mgal)                       NAVD 88
 DP4826
 DP4826  VERT ORDER      -  SECOND    CLASS I
 DP4826
 DP4826  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DP4826  Standards:
 DP4826         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DP4826            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DP4826  -------------------------------------------------------------------
 DP4826  NETWORK    0.68   1.49           0.31   0.23   0.76      0.21872287
 DP4826  -------------------------------------------------------------------
 DP4826  Click here for local accuracies and other accuracy information.
 DP4826
 DP4826.The horizontal coordinates were established by GPS observations
 DP4826.and adjusted by the MN DEPT OF TRANSP in October 2014.
 DP4826
 DP4826.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DP4826.been affixed to the stable North American tectonic plate. See 
 DP4826.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DP4826
 DP4826.The horizontal coordinates are valid at the epoch date displayed above
 DP4826.which is a decimal equivalence of Year/Month/Day.
 DP4826
 DP4826.The orthometric height was determined by differential leveling and
 DP4826.adjusted by the NATIONAL GEODETIC SURVEY
 DP4826.in May 2016.
 DP4826
 DP4826.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP4826.GEOID18 height accuracy estimate available here.
 DP4826
 DP4826.Click photographs - Photos may exist for this station.
 DP4826
 DP4826.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DP4826
 DP4826.The Laplace correction was computed from DEFLEC18 derived deflections.
 DP4826
 DP4826.The ellipsoidal height was determined by GPS observations
 DP4826.and is referenced to NAD 83.
 DP4826
 DP4826.The dynamic height is computed by dividing the NAVD 88
 DP4826.geopotential number by the normal gravity value computed on the
 DP4826.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP4826.degrees latitude (g = 980.6199 gals.).
 DP4826
 DP4826.The modeled gravity was interpolated from observed gravity values.
 DP4826
 DP4826. The following values were computed from the NAD 83(2011) position.
 DP4826
 DP4826;                    North         East     Units Scale Factor Converg.
 DP4826;SPC MN S     -   234,526.877   765,480.828   MT  0.99993492   -0 18 09.9
 DP4826;SPC MN S     -   769,443.60  2,511,415.02   sFT  0.99993492   -0 18 09.9
 DP4826;UTM  15      - 4,896,185.314   385,600.986   MT  0.99976095   -0 59 54.9
 DP4826
 DP4826!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DP4826!SPC MN S     -   0.99995677  x   0.99993492  =   0.99989169
 DP4826!UTM  15      -   0.99995677  x   0.99976095  =   0.99971773
 DP4826
 DP4826_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUJ8560096185(NAD 83)
 DP4826
 DP4826                          SUPERSEDED SURVEY CONTROL
 DP4826
 DP4826.No superseded survey control is available for this station.
 DP4826
 DP4826_MARKER: DB = BENCH MARK DISK
 DP4826_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 DP4826_STAMPING: 0805 J 1972
 DP4826_MARK LOGO: MNHD
 DP4826_PROJECTION: RECESSED 5 CENTIMETERS
 DP4826_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DP4826_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DP4826_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP4826+SATELLITE: SATELLITE OBSERVATIONS - July 14, 2014
 DP4826
 DP4826  HISTORY     - Date     Condition        Report By
 DP4826  HISTORY     - 19720401 MONUMENTED       MNHD
 DP4826  HISTORY     - 20140403 GOOD             MNDT
 DP4826  HISTORY     - 20140714 GOOD             MNDT
 DP4826
 DP4826                          STATION DESCRIPTION
 DP4826
 DP4826'DESCRIBED BY MN DEPT OF TRANSP 2014 (KMS)
 DP4826'RECOVERED AS DESCRIBED.
 DP4826
 DP4826                          STATION RECOVERY (2014)
 DP4826
 DP4826'RECOVERY NOTE BY MN DEPT OF TRANSP 2014 (JXJ)
 DP4826'7.8 MILES SOUTH OF NEW ULM, 8.2 MILES SOUTH ALONG TRUNK HIGHWAY 15
 DP4826'FROM THE WEST JUNCTION OF TRUNK HIGHWAY 15 AND TRUNK HIGHWAY 14 IN NEW
 DP4826'ULM, AT TRUNK HIGHWAY 15 MILEPOINT 49.8, 250 FEET SOUTH OF 170TH
 DP4826'STREET, 73 FEET EAST OF TRUNK HIGHWAY 15.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DI0811 ***********************************************************************
 DI0811  DESIGNATION -  0805 K
 DI0811  PID         -  DI0811
 DI0811  STATE/COUNTY-  MN/BROWN
 DI0811  COUNTRY     -  US
 DI0811  USGS QUAD   -  HANSKA (2019)
 DI0811
 DI0811                         *CURRENT SURVEY CONTROL
 DI0811  ______________________________________________________________________
 DI0811* NAD 83(2011) POSITION- 44 13 29.21635(N) 094 25 57.00218(W)   ADJUSTED
 DI0811* NAD 83(2011) ELLIP HT-   272.382 (meters)        (06/27/12)   ADJUSTED
 DI0811* NAD 83(2011) EPOCH   -  2010.00
 DI0811* NAVD 88 ORTHO HEIGHT -   300.518 (meters)      985.95  (feet) ADJUSTED
 DI0811  ______________________________________________________________________
 DI0811  GEOID HEIGHT    -        -28.123 (meters)                     GEOID18
 DI0811  NAD 83(2011) X  -   -353,830.954 (meters)                     COMP
 DI0811  NAD 83(2011) Y  - -4,564,592.854 (meters)                     COMP
 DI0811  NAD 83(2011) Z  -  4,426,214.146 (meters)                     COMP
 DI0811  LAPLACE CORR    -         -1.91  (seconds)                    DEFLEC18
 DI0811  DYNAMIC HEIGHT  -        300.468 (meters)      985.79  (feet) COMP
 DI0811  MODELED GRAVITY -    980,445.4   (mgal)                       NAVD 88
 DI0811
 DI0811  VERT ORDER      -  SECOND    CLASS I
 DI0811
 DI0811  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DI0811  Standards:
 DI0811         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DI0811            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DI0811  -------------------------------------------------------------------
 DI0811  NETWORK    0.37   0.47           0.17   0.12   0.24      0.03030278
 DI0811  -------------------------------------------------------------------
 DI0811  Click here for local accuracies and other accuracy information.
 DI0811
 DI0811.The horizontal coordinates were established by GPS observations
 DI0811.and adjusted by the National Geodetic Survey in June 2012.
 DI0811
 DI0811.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DI0811.been affixed to the stable North American tectonic plate. See 
 DI0811.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DI0811
 DI0811.The horizontal coordinates are valid at the epoch date displayed above
 DI0811.which is a decimal equivalence of Year/Month/Day.
 DI0811
 DI0811.The orthometric height was determined by differential leveling and
 DI0811.adjusted by the NATIONAL GEODETIC SURVEY
 DI0811.in May 2016.
 DI0811
 DI0811.Significant digits in the geoid height do not necessarily reflect accuracy.
 DI0811.GEOID18 height accuracy estimate available here.
 DI0811
 DI0811.Click photographs - Photos may exist for this station.
 DI0811
 DI0811.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DI0811
 DI0811.The Laplace correction was computed from DEFLEC18 derived deflections.
 DI0811
 DI0811.The ellipsoidal height was determined by GPS observations
 DI0811.and is referenced to NAD 83.
 DI0811
 DI0811.The dynamic height is computed by dividing the NAVD 88
 DI0811.geopotential number by the normal gravity value computed on the
 DI0811.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DI0811.degrees latitude (g = 980.6199 gals.).
 DI0811
 DI0811.The modeled gravity was interpolated from observed gravity values.
 DI0811
 DI0811. The following values were computed from the NAD 83(2011) position.
 DI0811
 DI0811;                    North         East     Units Scale Factor Converg.
 DI0811;SPC MN S     -   236,178.643   765,444.462   MT  0.99993364   -0 18 11.3
 DI0811;SPC MN S     -   774,862.76  2,511,295.71   sFT  0.99993364   -0 18 11.3
 DI0811;UTM  15      - 4,897,837.114   385,584.688   MT  0.99976100   -0 59 57.3
 DI0811
 DI0811!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DI0811!SPC MN S     -   0.99995729  x   0.99993364  =   0.99989093
 DI0811!UTM  15      -   0.99995729  x   0.99976100  =   0.99971830
 DI0811
 DI0811_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUJ8558497837(NAD 83)
 DI0811
 DI0811                          SUPERSEDED SURVEY CONTROL
 DI0811
 DI0811  NAD 83(2007)-  44 13 29.21639(N)    094 25 57.00296(W) AD(2002.00) 1
 DI0811  ELLIP H (12/29/10)  272.406  (m)                       GP(2002.00) 3 2
 DI0811  NAD 83(1996)-  44 13 29.21583(N)    094 25 57.00228(W) AD(       ) 1
 DI0811  ELLIP H (07/31/06)  272.443  (m)                       GP(       ) 3 2
 DI0811  NAVD 88 (07/31/06)  300.5    (m)  GEOID03  model used  GPS OBS        
 DI0811
 DI0811.Superseded values are not recommended for survey control.
 DI0811
 DI0811.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DI0811.See file dsdata.pdf to determine how the superseded data were derived.
 DI0811
 DI0811_MARKER: DB = BENCH MARK DISK
 DI0811_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 DI0811_STAMPING: 0805 K 1972
 DI0811_MARK LOGO: MNHD
 DI0811_PROJECTION: RECESSED 13 CENTIMETERS
 DI0811_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DI0811_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DI0811_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DI0811+SATELLITE: SATELLITE OBSERVATIONS - April 02, 2024
 DI0811
 DI0811  HISTORY     - Date     Condition        Report By
 DI0811  HISTORY     - 19720401 MONUMENTED       MNHD
 DI0811  HISTORY     - 20050715 GOOD             MNDT
 DI0811  HISTORY     - 20140403 GOOD             MNDT
 DI0811  HISTORY     - 20140714 GOOD             MNDT
 DI0811  HISTORY     - 20240402 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.
 DI0811
 DI0811                          STATION RECOVERY (2014)
 DI0811
 DI0811'RECOVERY NOTE BY MN DEPT OF TRANSP 2014 (KMS)
 DI0811'RECOVERED AS DESCRIBED.
 DI0811
 DI0811                          STATION RECOVERY (2014)
 DI0811
 DI0811'RECOVERY NOTE BY MN DEPT OF TRANSP 2014 (DDS)
 DI0811'6.7 MILES SOUTH OF NEW ULM, 7.2 MILES SOUTH ALONG TRUNK HIGHWAY 15
 DI0811'FROM THE WEST JUNCTION OF TRUNK HIGHWAY 15 AND TRUNK HIGHWAY 14 IN NEW
 DI0811'ULM, AT TRUNK HIGHWAY 15 MILEPOINT 50.8, 165 FEET SOUTH OF COUNTY ROAD
 DI0811'24, 76 FEET WEST OF TRUNK HIGHWAY 15, 01.5 FEET NORTH OF WITNESS POST.
 DI0811
 DI0811                          STATION RECOVERY (2024)
 DI0811
 DI0811'RECOVERY NOTE BY MN DEPT OF TRANSP 2024 (BTB)
 DI0811'6.7 MI (10.8 KM) SOUTH OF NEW ULM, 7.2 MI (11.6 KM) SOUTH ALONG TRUNK
 DI0811'HIGHWAY 15 FROM THE WEST JUNCTION OF TRUNK HIGHWAY 15 AND TRUNK
 DI0811'HIGHWAY 14 IN NEW ULM, AT TRUNK HIGHWAY 15 MILE POINT 50.8, 165.0 FT
 DI0811'(50.3 M) SOUTH OF COUNTY ROAD 24, 76.0 FT (23.2 M) WEST OF TRUNK
 DI0811'HIGHWAY 15, 1.5 FT (0.5 M) NORTH OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DI0812 ***********************************************************************
 DI0812  DESIGNATION -  0805 L
 DI0812  PID         -  DI0812
 DI0812  STATE/COUNTY-  MN/BROWN
 DI0812  COUNTRY     -  US
 DI0812  USGS QUAD   -  NEW ULM (2019)
 DI0812
 DI0812                         *CURRENT SURVEY CONTROL
 DI0812  ______________________________________________________________________
 DI0812* NAD 83(2011) POSITION- 44 15 15.24961(N) 094 25 55.01590(W)   ADJUSTED
 DI0812* NAD 83(2011) ELLIP HT-   271.749 (meters)        (06/27/12)   ADJUSTED
 DI0812* NAD 83(2011) EPOCH   -  2010.00
 DI0812* NAVD 88 ORTHO HEIGHT -   299.884 (meters)      983.87  (feet) ADJUSTED
 DI0812  ______________________________________________________________________
 DI0812  GEOID HEIGHT    -        -28.124 (meters)                     GEOID18
 DI0812  NAD 83(2011) X  -   -353,610.513 (meters)                     COMP
 DI0812  NAD 83(2011) Y  - -4,562,319.238 (meters)                     COMP
 DI0812  NAD 83(2011) Z  -  4,428,558.537 (meters)                     COMP
 DI0812  LAPLACE CORR    -         -2.20  (seconds)                    DEFLEC18
 DI0812  DYNAMIC HEIGHT  -        299.835 (meters)      983.71  (feet) COMP
 DI0812  MODELED GRAVITY -    980,448.3   (mgal)                       NAVD 88
 DI0812
 DI0812  VERT ORDER      -  SECOND    CLASS I
 DI0812
 DI0812  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DI0812  Standards:
 DI0812         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DI0812            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DI0812  -------------------------------------------------------------------
 DI0812  NETWORK    0.37   0.45           0.17   0.12   0.23     -0.11915965
 DI0812  -------------------------------------------------------------------
 DI0812  Click here for local accuracies and other accuracy information.
 DI0812
 DI0812.The horizontal coordinates were established by GPS observations
 DI0812.and adjusted by the National Geodetic Survey in June 2012.
 DI0812
 DI0812.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DI0812.been affixed to the stable North American tectonic plate. See 
 DI0812.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DI0812
 DI0812.The horizontal coordinates are valid at the epoch date displayed above
 DI0812.which is a decimal equivalence of Year/Month/Day.
 DI0812
 DI0812.The orthometric height was determined by differential leveling and
 DI0812.adjusted by the NATIONAL GEODETIC SURVEY
 DI0812.in July 2014.
 DI0812
 DI0812.No vertical observational check was made to the station.
 DI0812
 DI0812.Significant digits in the geoid height do not necessarily reflect accuracy.
 DI0812.GEOID18 height accuracy estimate available here.
 DI0812
 DI0812.Click photographs - Photos may exist for this station.
 DI0812
 DI0812.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DI0812
 DI0812.The Laplace correction was computed from DEFLEC18 derived deflections.
 DI0812
 DI0812.The ellipsoidal height was determined by GPS observations
 DI0812.and is referenced to NAD 83.
 DI0812
 DI0812.The dynamic height is computed by dividing the NAVD 88
 DI0812.geopotential number by the normal gravity value computed on the
 DI0812.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DI0812.degrees latitude (g = 980.6199 gals.).
 DI0812
 DI0812.The modeled gravity was interpolated from observed gravity values.
 DI0812
 DI0812. The following values were computed from the NAD 83(2011) position.
 DI0812
 DI0812;                    North         East     Units Scale Factor Converg.
 DI0812;SPC MN S     -   239,450.946   765,505.837   MT  0.99993131   -0 18 10.0
 DI0812;SPC MN S     -   785,598.65  2,511,497.07   sFT  0.99993131   -0 18 10.0
 DI0812;UTM  15      - 4,901,107.867   385,685.811   MT  0.99976071   -0 59 57.8
 DI0812
 DI0812!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DI0812!SPC MN S     -   0.99995739  x   0.99993131  =   0.99988870
 DI0812!UTM  15      -   0.99995739  x   0.99976071  =   0.99971811
 DI0812
 DI0812_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUK8568501107(NAD 83)
 DI0812
 DI0812                          SUPERSEDED SURVEY CONTROL
 DI0812
 DI0812  NAD 83(2007)-  44 15 15.24968(N)    094 25 55.01668(W) AD(2002.00) 1
 DI0812  ELLIP H (12/29/10)  271.771  (m)                       GP(2002.00) 3 2
 DI0812  NAD 83(1996)-  44 15 15.24912(N)    094 25 55.01602(W) AD(       ) 1
 DI0812  ELLIP H (07/31/06)  271.808  (m)                       GP(       ) 3 2
 DI0812  NAVD 88 (07/31/06)  299.9    (m)  GEOID03  model used  GPS OBS        
 DI0812
 DI0812.Superseded values are not recommended for survey control.
 DI0812
 DI0812.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DI0812.See file dsdata.pdf to determine how the superseded data were derived.
 DI0812
 DI0812_MARKER: DB = BENCH MARK DISK
 DI0812_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 DI0812_STAMPING: 0805 L 1972
 DI0812_MARK LOGO: MNHD
 DI0812_PROJECTION: RECESSED 13 CENTIMETERS
 DI0812_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DI0812_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DI0812_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DI0812+SATELLITE: SATELLITE OBSERVATIONS - April 02, 2024
 DI0812
 DI0812  HISTORY     - Date     Condition        Report By
 DI0812  HISTORY     - 19720401 MONUMENTED       MNHD
 DI0812  HISTORY     - 20050715 GOOD             MNDT
 DI0812  HISTORY     - 20110809 GOOD             MNDT
 DI0812  HISTORY     - 20140403 GOOD             MNDT
 DI0812  HISTORY     - 20160502 GOOD             MNDT
 DI0812  HISTORY     - 20240402 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.
 DI0812
 DI0812                          STATION RECOVERY (2011)
 DI0812
 DI0812'RECOVERY NOTE BY MN DEPT OF TRANSP 2011 (JBG)
 DI0812'RECOVERED AS DESCRIBED.
 DI0812
 DI0812                          STATION RECOVERY (2014)
 DI0812
 DI0812'RECOVERY NOTE BY MN DEPT OF TRANSP 2014 (KMS)
 DI0812'RECOVERED AS DESCRIBED.
 DI0812
 DI0812                          STATION RECOVERY (2016)
 DI0812
 DI0812'RECOVERY NOTE BY MN DEPT OF TRANSP 2016 (KMS)
 DI0812'RECOVERED AS DESCRIBED.
 DI0812
 DI0812                          STATION RECOVERY (2024)
 DI0812
 DI0812'RECOVERY NOTE BY MN DEPT OF TRANSP 2024 (BTB)
 DI0812'4.8 MI (7.7 KM) SOUTH OF NEW ULM, 5.0 MI (8.0 KM) SOUTH ALONG TRUNK
 DI0812'HIGHWAY 15 FROM THE WEST JUNCTION OF TRUNK HIGHWAY 15 AND TRUNK
 DI0812'HIGHWAY 14 IN NEW ULM, AT TRUNK HIGHWAY 15 MILE POINT 53.1, 76.0 FT
 DI0812'(23.2 M) EAST OF TRUNK HIGHWAY 15.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DP1221 ***********************************************************************
 DP1221  DESIGNATION -  0805 M
 DP1221  PID         -  DP1221
 DP1221  STATE/COUNTY-  MN/BROWN
 DP1221  COUNTRY     -  US
 DP1221  USGS QUAD   -  NEW ULM (2019)
 DP1221
 DP1221                         *CURRENT SURVEY CONTROL
 DP1221  ______________________________________________________________________
 DP1221* NAD 83(1986) POSITION- 44 16 02.93   (N) 094 25 54.01   (W)   HD_HELD1
 DP1221* NAVD 88 ORTHO HEIGHT -   300.467 (meters)      985.78  (feet) ADJUSTED
 DP1221  ______________________________________________________________________
 DP1221  GEOID HEIGHT    -        -28.123 (meters)                     GEOID18
 DP1221  DYNAMIC HEIGHT  -        300.419 (meters)      985.62  (feet) COMP
 DP1221  MODELED GRAVITY -    980,449.7   (mgal)                       NAVD 88
 DP1221
 DP1221  VERT ORDER      -  SECOND    CLASS I
 DP1221
 DP1221.The horizontal coordinates were determined by differentially corrected
 DP1221.hand held GPS observations or other comparable positioning techniques
 DP1221.and have an estimated accuracy of +/- 3 meters.
 DP1221
 DP1221.The orthometric height was determined by differential leveling and
 DP1221.adjusted by the NATIONAL GEODETIC SURVEY
 DP1221.in May 2019.
 DP1221
 DP1221.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP1221.GEOID18 height accuracy estimate available here.
 DP1221
 DP1221.Click photographs - Photos may exist for this station.
 DP1221
 DP1221.The dynamic height is computed by dividing the NAVD 88
 DP1221.geopotential number by the normal gravity value computed on the
 DP1221.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP1221.degrees latitude (g = 980.6199 gals.).
 DP1221
 DP1221.The modeled gravity was interpolated from observed gravity values.
 DP1221
 DP1221;                    North         East    Units  Estimated Accuracy
 DP1221;SPC MN S     -   240,922.4     765,535.9     MT  (+/- 3 meters HH1 GPS) 
 DP1221
 DP1221_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUK8573302578(NAD 83)
 DP1221
 DP1221                          SUPERSEDED SURVEY CONTROL
 DP1221
 DP1221  NAVD 88 (07/09/14)  300.470  (m)          985.79   (f) SUPERSEDED  2 1
 DP1221
 DP1221.Superseded values are not recommended for survey control.
 DP1221
 DP1221.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DP1221.See file dsdata.pdf to determine how the superseded data were derived.
 DP1221
 DP1221_MARKER: DB = BENCH MARK DISK
 DP1221_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 DP1221_STAMPING: 0805 M 1972
 DP1221_MARK LOGO: MNHD
 DP1221_PROJECTION: PROJECTING 3 CENTIMETERS
 DP1221_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DP1221_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DP1221_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP1221+SATELLITE: SATELLITE OBSERVATIONS - April 02, 2024
 DP1221
 DP1221  HISTORY     - Date     Condition        Report By
 DP1221  HISTORY     - 19720401 MONUMENTED       MNHD
 DP1221  HISTORY     - 20110809 GOOD             MNDT
 DP1221  HISTORY     - 20140403 GOOD             MNDT
 DP1221  HISTORY     - 20160502 GOOD             MNDT
 DP1221  HISTORY     - 20240402 GOOD             MNDT
 DP1221
 DP1221                          STATION DESCRIPTION
 DP1221
 DP1221'DESCRIBED BY MN DEPT OF TRANSP 2011 (JBG)
 DP1221'THE STATION IS LOCATED 3.9 MI (6.3 KM) SOUTH OF NEW ULM.
 DP1221'
 DP1221'TO REACH THE MARK GO 4.1 MI (6.6 KM) SOUTH ALONG TRUNK HIGHWAY 15 FROM
 DP1221'THE WEST JUNCTION OF TRUNK HIGHWAY 15 AND TRUNK HIGHWAY 14 IN NEW ULM,
 DP1221'AT TRUNK HIGHWAY 15 MILE POINT 54.0.
 DP1221'
 DP1221'THE MARK IS LOCATED 550 FT (167.6 M) NORTH OF TRUNK HIGHWAY 68, 75 FT
 DP1221'(22.9 M) SOUTH OF ENTRANCE, 71 FT (21.6 M) EAST OF TRUNK HIGHWAY 15,
 DP1221'35.2 FT (10.7 M) SOUTH OF POWER POLE WITH 4 GUY WIRES, 0.5 FT (15 CM)
 DP1221'WEST OF A WITNESS POST.
 DP1221
 DP1221                          STATION RECOVERY (2014)
 DP1221
 DP1221'RECOVERY NOTE BY MN DEPT OF TRANSP 2014 (MAS)
 DP1221'RECOVERED AS DESCRIBED.
 DP1221
 DP1221                          STATION RECOVERY (2016)
 DP1221
 DP1221'RECOVERY NOTE BY MN DEPT OF TRANSP 2016 (KMS)
 DP1221'RECOVERED AS DESCRIBED.
 DP1221
 DP1221                          STATION RECOVERY (2024)
 DP1221
 DP1221'RECOVERY NOTE BY MN DEPT OF TRANSP 2024 (BTB)
 DP1221'3.9 MI (6.3 KM) SOUTH OF NEW ULM, 4.1 MI (6.6 KM) SOUTH ALONG TRUNK
 DP1221'HIGHWAY 15 FROM THE WEST JUNCTION OF TRUNK HIGHWAY 15 AND TRUNK
 DP1221'HIGHWAY 14 IN NEW ULM, AT TRUNK HIGHWAY 15 MILE POINT 53.95, 550.0 FT
 DP1221'(167.6 M) NORTH OF TRUNK HIGHWAY 68, 75.0 FT (22.9 M) SOUTH OF A FIELD
 DP1221'ENTRANCE, 71.0 FT (21.6 M) EAST OF TRUNK HIGHWAY 15, 35.2 FT (10.7 M)
 DP1221'SOUTH OF A POWER POLE WITH 4 GUY WIRES, 0.5 FT (15 CM) NORTHWEST OF A
 DP1221'WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 PQ1713 ***********************************************************************
 PQ1713  DESIGNATION -  0805 P
 PQ1713  PID         -  PQ1713
 PQ1713  STATE/COUNTY-  MN/BROWN
 PQ1713  COUNTRY     -  US
 PQ1713  USGS QUAD   -  NEW ULM (2019)
 PQ1713
 PQ1713                         *CURRENT SURVEY CONTROL
 PQ1713  ______________________________________________________________________
 PQ1713* NAD 83(1986) POSITION- 44 17 48.24   (N) 094 26 03.37   (W)   HD_HELD1
 PQ1713* NAVD 88 ORTHO HEIGHT -   249.246 (meters)      817.73  (feet) ADJUSTED
 PQ1713  ______________________________________________________________________
 PQ1713  GEOID HEIGHT    -        -28.111 (meters)                     GEOID18
 PQ1713  DYNAMIC HEIGHT  -        249.206 (meters)      817.60  (feet) COMP
 PQ1713  MODELED GRAVITY -    980,452.8   (mgal)                       NAVD 88
 PQ1713
 PQ1713  VERT ORDER      -  SECOND    CLASS I
 PQ1713
 PQ1713.The horizontal coordinates were determined by differentially corrected
 PQ1713.hand held GPS observations or other comparable positioning techniques
 PQ1713.and have an estimated accuracy of +/- 3 meters.
 PQ1713
 PQ1713.The orthometric height was determined by differential leveling and
 PQ1713.adjusted by the NATIONAL GEODETIC SURVEY
 PQ1713.in June 1995.
 PQ1713
 PQ1713.Significant digits in the geoid height do not necessarily reflect accuracy.
 PQ1713.GEOID18 height accuracy estimate available here.
 PQ1713
 PQ1713.Click photographs - Photos may exist for this station.
 PQ1713
 PQ1713.The dynamic height is computed by dividing the NAVD 88
 PQ1713.geopotential number by the normal gravity value computed on the
 PQ1713.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PQ1713.degrees latitude (g = 980.6199 gals.).
 PQ1713
 PQ1713.The modeled gravity was interpolated from observed gravity values.
 PQ1713
 PQ1713;                    North         East    Units  Estimated Accuracy
 PQ1713;SPC MN S     -   244,173.7     765,345.6     MT  (+/- 3 meters HH1 GPS) 
 PQ1713
 PQ1713_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUK8558305831(NAD 83)
 PQ1713
 PQ1713                          SUPERSEDED SURVEY CONTROL
 PQ1713
 PQ1713.No superseded survey control is available for this station.
 PQ1713
 PQ1713_MARKER: DH = HORIZONTAL CONTROL DISK
 PQ1713_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 PQ1713_SP_SET: BRIDGE ABUTMENT
 PQ1713_STAMPING: 0805 P 1987
 PQ1713_MARK LOGO: MNHD
 PQ1713_MAGNETIC: N = NO MAGNETIC MATERIAL
 PQ1713_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PQ1713_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 PQ1713+SATELLITE: SATELLITE OBSERVATIONS - April 03, 2014
 PQ1713
 PQ1713  HISTORY     - Date     Condition        Report By
 PQ1713  HISTORY     - 19870408 MONUMENTED       MNHD
 PQ1713  HISTORY     - 20051019 GOOD             MNDT
 PQ1713  HISTORY     - 20110808 GOOD             MNDT
 PQ1713  HISTORY     - 20140403 GOOD             MNDT
 PQ1713
 PQ1713                          STATION DESCRIPTION
 PQ1713
 PQ1713'DESCRIBED BY MN HIGHWAY DEPT 1987
 PQ1713'THE MARK IS LOCATED IN THE SOUTHEAST PART OF THE CITY OF NEW ULM, IN
 PQ1713'THE NE 1/4 OF SECTION 33, T110N, R30W, IN THE NORTHWEST CORNER OF
 PQ1713'BRIDGE (NUMBER 08520) 20TH STREET SOUTH (SOUTHWEST) AND NICOLLET
 PQ1713'COUNTY ROAD 37 (NORTHEAST) OVER THE MINNESOTA RIVER, 2.25 MILES
 PQ1713'(3.62 KM) SOUTHEAST ALONG TRUNK HIGHWAYS 15 AND 68 FROM THE JUNCTION
 PQ1713'OF TRUNK HIGHWAYS 14, 15 AND 68 (BROADWAY AND 7TH STREET NORTH) IN
 PQ1713'NEW ULM, THENCE NORTHEAST ALONG 20TH STREET SOUTH FOR 0.45 MILE.  THE
 PQ1713'MARK, A STANDARD MNDT TRAVERSE STATION DISK STAMPED---0805 P 1987---,
 PQ1713'IS SET IN A DRILL HOLE IN THE TOP OF THE NORTHWEST CORNER OF THE WEST
 PQ1713'HEADWALL OF THE BRIDGE.  THE MARK IS 34.0 FEET (10.4 M) NORTHWEST OF
 PQ1713'THE CENTERLINE OF THE BRIDGE.
 PQ1713
 PQ1713                          STATION RECOVERY (2005)
 PQ1713
 PQ1713'RECOVERY NOTE BY MN DEPT OF TRANSP 2005 (MPP)
 PQ1713'RECOVERED AS DESCRIBED.
 PQ1713
 PQ1713                          STATION RECOVERY (2011)
 PQ1713
 PQ1713'RECOVERY NOTE BY MN DEPT OF TRANSP 2011 (JBG)
 PQ1713'THE STATION IS LOCATED ABOUT 7.2 MI (11.6 KM) NORTHWEST OF CAMBRIA,
 PQ1713'5.1 MI (8.2 KM) WEST-NORTHWEST OF COURTLAND AND 1.7 MI (2.7 KM)
 PQ1713'SOUTHEAST OF NEW ULM.
 PQ1713'
 PQ1713'TO REACH THE MARK IN BRIDGE WING WALL IN NORTHWEST CORNER OF WEST
 PQ1713'HEADWALL OF 20TH STREET SOUTH (NICOLLET COUNTY ROAD 37) BRIDGE NUMBER
 PQ1713'08520 OVER MINNESOTA RIVER, 2.25 MI (3.6 KM) SOUTHEAST ALONG TRUNK
 PQ1713'HIGHWAY 15 FROM THE WEST JUNCTION OF TRUNK HIGHWAY 15 AND TRUNK
 PQ1713'HIGHWAY 14 IN NEW ULM, THEN 0.45 MI (0.7 KM) NORTHEAST ON 20TH STREET
 PQ1713'SOUTH.
 PQ1713'
 PQ1713'THE MARK IS LOCATED 34.0 FT (10.4 M) NORTHWEST OF 20TH STREET SOUTH.
 PQ1713
 PQ1713                          STATION RECOVERY (2014)
 PQ1713
 PQ1713'RECOVERY NOTE BY MN DEPT OF TRANSP 2014 (MAS)
 PQ1713'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DM3944 ***********************************************************************
 DM3944  DESIGNATION -  0805 P 1
 DM3944  PID         -  DM3944
 DM3944  STATE/COUNTY-  MN/BROWN
 DM3944  COUNTRY     -  US
 DM3944  USGS QUAD   -  NEW ULM (2019)
 DM3944
 DM3944                         *CURRENT SURVEY CONTROL
 DM3944  ______________________________________________________________________
 DM3944* NAD 83(1986) POSITION- 44 16 38.20   (N) 094 26 17.79   (W)   HD_HELD1
 DM3944* NAVD 88 ORTHO HEIGHT -   292.717 (meters)      960.36  (feet) ADJUSTED
 DM3944  ______________________________________________________________________
 DM3944  GEOID HEIGHT    -        -28.117 (meters)                     GEOID18
 DM3944  DYNAMIC HEIGHT  -        292.670 (meters)      960.20  (feet) COMP
 DM3944  MODELED GRAVITY -    980,450.6   (mgal)                       NAVD 88
 DM3944
 DM3944  VERT ORDER      -  SECOND    CLASS I
 DM3944
 DM3944.The horizontal coordinates were determined by differentially corrected
 DM3944.hand held GPS observations or other comparable positioning techniques
 DM3944.and have an estimated accuracy of +/- 3 meters.
 DM3944
 DM3944.The orthometric height was determined by differential leveling and
 DM3944.adjusted by the NATIONAL GEODETIC SURVEY
 DM3944.in November 2010.
 DM3944
 DM3944.No vertical observational check was made to the station.
 DM3944
 DM3944.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM3944.GEOID18 height accuracy estimate available here.
 DM3944
 DM3944.Click photographs - Photos may exist for this station.
 DM3944
 DM3944.The dynamic height is computed by dividing the NAVD 88
 DM3944.geopotential number by the normal gravity value computed on the
 DM3944.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM3944.degrees latitude (g = 980.6199 gals.).
 DM3944
 DM3944.The modeled gravity was interpolated from observed gravity values.
 DM3944
 DM3944;                    North         East    Units  Estimated Accuracy
 DM3944;SPC MN S     -   242,013.8     765,014.4     MT  (+/- 3 meters HH1 GPS) 
 DM3944
 DM3944_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUK8522503676(NAD 83)
 DM3944
 DM3944                          SUPERSEDED SURVEY CONTROL
 DM3944
 DM3944.No superseded survey control is available for this station.
 DM3944
 DM3944_MARKER: DD = SURVEY DISK
 DM3944_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DM3944_STAMPING: 0805 P 1 2005
 DM3944_MARK LOGO: MNDT
 DM3944_PROJECTION: RECESSED 5 CENTIMETERS
 DM3944_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DM3944_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DM3944_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DM3944+SATELLITE: SATELLITE OBSERVATIONS - April 02, 2024
 DM3944_ROD/PIPE-DEPTH: 6.1 meters
 DM3944
 DM3944  HISTORY     - Date     Condition        Report By
 DM3944  HISTORY     - 20051107 MONUMENTED       MNDT
 DM3944  HISTORY     - 20110809 GOOD             MNDT
 DM3944  HISTORY     - 20140403 GOOD             MNDT
 DM3944  HISTORY     - 20240402 GOOD             MNDT
 DM3944
 DM3944                          STATION DESCRIPTION
 DM3944
 DM3944'DESCRIBED BY MN DEPT OF TRANSP 2005
 DM3944'3.0 MI (4.8 KM) SOUTHEAST OF NEW ULM, 3.70 MI (6.0 KM) SOUTHEAST ALONG
 DM3944'TRUNK HIGHWAY 15 FROM THE JUNCTION OF TRUNK HIGHWAY 15 AND TRUNK
 DM3944'HIGHWAY 14 IN NEW ULM, TO TRUNK HIGHWAY 15 MILE POINT 54.50, THENCE
 DM3944'0.50 MI (0.8 KM) NORTHWEST ON ENTRANCE TO SOUTHERN REGIONAL
 DM3944'HEADQUARTERS FOR DEPARTMENT OF NATURAL RESOURCES.
 DM3944'
 DM3944'IT IS 47.2 FT (14.4 M) SOUTH OF ENTRANCE TO MAINTENANCE BUILDING
 DM3944'FENCE, 0.8 FEET NORTH OF A WITNESS POST.
 DM3944
 DM3944                          STATION RECOVERY (2011)
 DM3944
 DM3944'RECOVERY NOTE BY MN DEPT OF TRANSP 2011 (JBG)
 DM3944'RECOVERED AS DESCRIBED.
 DM3944
 DM3944                          STATION RECOVERY (2014)
 DM3944
 DM3944'RECOVERY NOTE BY MN DEPT OF TRANSP 2014 (KMS)
 DM3944'RECOVERED AS DESCRIBED.
 DM3944
 DM3944                          STATION RECOVERY (2024)
 DM3944
 DM3944'RECOVERY NOTE BY MN DEPT OF TRANSP 2024 (BTB)
 DM3944'3.2 MI (5.1 KM) SOUTHEAST OF NEW ULM, 3.7 MI (6.0 KM) SOUTHEAST ALONG
 DM3944'TRUNK HIGHWAY 15 FROM THE WEST JUNCTION OF TRUNK HIGHWAY 15 AND TRUNK
 DM3944'HIGHWAY 14 IN NEW ULM, TO TRUNK HIGHWAY 15 MILE POINT 54.50, THEN 0.5
 DM3944'MI (0.8 KM) NORTHWEST ON AN ENTRANCE TO THE SOUTHERN REGIONAL
 DM3944'HEADQUARTERS OF THE DEPARTMENT OF NATURAL RESOURCES (DNR), AT A FORK
 DM3944'IN THE ROAD, STAY LEFT, 47.2 FT (14.4 M) SOUTH OF THE ENTRANCE TO A
 DM3944'MAINTENANCE BUILDING, 31.5 FT (9.6 M) SOUTHEAST OF A FENCE CORNER, 0.8
 DM3944'FT (24 CM) NORTH OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DP1220 ***********************************************************************
 DP1220  DESIGNATION -  0805 S
 DP1220  PID         -  DP1220
 DP1220  STATE/COUNTY-  MN/BROWN
 DP1220  COUNTRY     -  US
 DP1220  USGS QUAD   -  NEW ULM (2019)
 DP1220
 DP1220                         *CURRENT SURVEY CONTROL
 DP1220  ______________________________________________________________________
 DP1220* NAD 83(1986) POSITION- 44 17 21.64   (N) 094 26 19.50   (W)   HD_HELD1
 DP1220* NAVD 88 ORTHO HEIGHT -   250.193 (meters)      820.84  (feet) ADJUSTED
 DP1220  ______________________________________________________________________
 DP1220  GEOID HEIGHT    -        -28.112 (meters)                     GEOID18
 DP1220  DYNAMIC HEIGHT  -        250.153 (meters)      820.71  (feet) COMP
 DP1220  MODELED GRAVITY -    980,451.8   (mgal)                       NAVD 88
 DP1220
 DP1220  VERT ORDER      -  SECOND    CLASS I
 DP1220
 DP1220.The horizontal coordinates were determined by differentially corrected
 DP1220.hand held GPS observations or other comparable positioning techniques
 DP1220.and have an estimated accuracy of +/- 3 meters.
 DP1220
 DP1220.The orthometric height was determined by differential leveling and
 DP1220.adjusted by the NATIONAL GEODETIC SURVEY
 DP1220.in July 2014.
 DP1220
 DP1220.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP1220.GEOID18 height accuracy estimate available here.
 DP1220
 DP1220.Click photographs - Photos may exist for this station.
 DP1220
 DP1220.The dynamic height is computed by dividing the NAVD 88
 DP1220.geopotential number by the normal gravity value computed on the
 DP1220.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP1220.degrees latitude (g = 980.6199 gals.).
 DP1220
 DP1220.The modeled gravity was interpolated from observed gravity values.
 DP1220
 DP1220;                    North         East    Units  Estimated Accuracy
 DP1220;SPC MN S     -   243,354.7     764,983.7     MT  (+/- 3 meters HH1 GPS) 
 DP1220
 DP1220_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUK8521105016(NAD 83)
 DP1220
 DP1220                          SUPERSEDED SURVEY CONTROL
 DP1220
 DP1220.No superseded survey control is available for this station.
 DP1220
 DP1220_MARKER: DD = SURVEY DISK
 DP1220_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DP1220_SP_SET: BRIDGE ABUTMENT
 DP1220_STAMPING: 0805 S 1994
 DP1220_MARK LOGO: MNDT
 DP1220_MAGNETIC: N = NO MAGNETIC MATERIAL
 DP1220_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DP1220_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DP1220+SATELLITE: SATELLITE OBSERVATIONS - April 03, 2014
 DP1220
 DP1220  HISTORY     - Date     Condition        Report By
 DP1220  HISTORY     - 19940401 MONUMENTED       MNDT
 DP1220  HISTORY     - 20110809 GOOD             MNDT
 DP1220  HISTORY     - 20140403 GOOD             MNDT
 DP1220
 DP1220                          STATION DESCRIPTION
 DP1220
 DP1220'DESCRIBED BY MN DEPT OF TRANSP 2011 (JBG)
 DP1220'THE STATION IS LOCATED ABOUT 7.1 MI (11.4 KM) WEST-NORTHWEST OF
 DP1220'CAMBRIA, 5.1 MI (8.2 KM) WEST-NORTHWEST OF COURTLAND AND 1.9 MI (3.1
 DP1220'KM) SOUTH-SOUTHEAST OF NEW ULM.
 DP1220'
 DP1220'TO REACH THE MARK IN ABUTMENT IN SOUTHEAST CORNER OF BRIDGE NUMBER
 DP1220'08529, 0.3 MI (0.5 KM) SOUTHEAST ALONG TRUNK HIGHWAY 15 AND TRUNK
 DP1220'HIGHWAY 68 FROM THE JUNCTION OF TRUNK HIGHWAY 15 AND TRUNK HIGHWAY 68
 DP1220'AND COUNTY ROAD 37/20TH STREET SOUTH IN NEW ULM TO TRUNK HIGHWAY 15
 DP1220'MILE POINT 55.65, THEN 0.1 MI (0.2 KM) SOUTHWEST ON COTTONWOOD STREET.
 DP1220'THE MARK IS LOCATED 22.0 FT (6.7 M) SOUTHEAST OF COTTONWOOD STREET.
 DP1220
 DP1220                          STATION RECOVERY (2014)
 DP1220
 DP1220'RECOVERY NOTE BY MN DEPT OF TRANSP 2014 (MAS)
 DP1220'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DP8011 ***********************************************************************
 DP8011  DESIGNATION -  0805 T
 DP8011  PID         -  DP8011
 DP8011  STATE/COUNTY-  MN/BROWN
 DP8011  COUNTRY     -  US
 DP8011  USGS QUAD   -  HANSKA (2019)
 DP8011
 DP8011                         *CURRENT SURVEY CONTROL
 DP8011  ______________________________________________________________________
 DP8011* NAD 83(1986) POSITION- 44 10 29.24   (N) 094 25 44.80   (W)   HD_HELD1
 DP8011* NAVD 88 ORTHO HEIGHT -   306.330 (meters)     1005.02  (feet) ADJUSTED
 DP8011  ______________________________________________________________________
 DP8011  GEOID HEIGHT    -        -28.116 (meters)                     GEOID18
 DP8011  DYNAMIC HEIGHT  -        306.278 (meters)     1004.85  (feet) COMP
 DP8011  MODELED GRAVITY -    980,440.8   (mgal)                       NAVD 88
 DP8011
 DP8011  VERT ORDER      -  SECOND    CLASS I
 DP8011
 DP8011.The horizontal coordinates were determined by differentially corrected
 DP8011.hand held GPS observations or other comparable positioning techniques
 DP8011.and have an estimated accuracy of +/- 3 meters.
 DP8011
 DP8011.The orthometric height was determined by differential leveling and
 DP8011.adjusted by the NATIONAL GEODETIC SURVEY
 DP8011.in May 2016.
 DP8011
 DP8011.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP8011.GEOID18 height accuracy estimate available here.
 DP8011
 DP8011.Click photographs - Photos may exist for this station.
 DP8011
 DP8011.The dynamic height is computed by dividing the NAVD 88
 DP8011.geopotential number by the normal gravity value computed on the
 DP8011.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP8011.degrees latitude (g = 980.6199 gals.).
 DP8011
 DP8011.The modeled gravity was interpolated from observed gravity values.
 DP8011
 DP8011;                    North         East    Units  Estimated Accuracy
 DP8011;SPC MN S     -   230,622.6     765,686.1     MT  (+/- 3 meters HH1 GPS) 
 DP8011
 DP8011_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUJ8575892279(NAD 83)
 DP8011
 DP8011                          SUPERSEDED SURVEY CONTROL
 DP8011
 DP8011.No superseded survey control is available for this station.
 DP8011
 DP8011_MARKER: DB = BENCH MARK DISK
 DP8011_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 DP8011_STAMPING: 0805 T 2014
 DP8011_MARK LOGO: MNHD
 DP8011_PROJECTION: FLUSH
 DP8011_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DP8011_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DP8011_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP8011+SATELLITE: SATELLITE OBSERVATIONS - April 02, 2024
 DP8011
 DP8011  HISTORY     - Date     Condition        Report By
 DP8011  HISTORY     - 19720401 MONUMENTED       MNHD
 DP8011  HISTORY     - 20140414 GOOD             MNDT
 DP8011  HISTORY     - 20240402 GOOD             MNDT
 DP8011
 DP8011                          STATION DESCRIPTION
 DP8011
 DP8011'DESCRIBED BY MN DEPT OF TRANSP 2014 (MPP)
 DP8011'THE STATION IS LOCATED ABOUT 7.4 MI (11.9 KM) NORTH-NORTHWEST OF
 DP8011'PERTH, 7.2 MI (11.6 KM) SOUTHWEST OF CAMBRIA AND 3.7 MI (6.0 KM)
 DP8011'EAST-NORTHEAST OF HANSKA, 9.5 MI (15.3 KM) SOUTHEAST OF NEW ULM.
 DP8011'
 DP8011'TO REACH THE MARK GO 6.45 SOUTH ALONG TRUNK HIGHWAY 15 FROM THE
 DP8011'JUNCTION OF TRUNK HIGHWAY 15 AND TRUNK HIGHWAY 68 EAST (JUNCTION IS
 DP8011'3.0 MI (4.8 KM) SOUTHEAST OF NEW ULM), AT TRUNK HIGHWAY 15 MILE POINT
 DP8011'47.35.
 DP8011'
 DP8011'THE MARK IS LOCATED 307.0 FT (93.6 M) NORTH OF 130TH AVENUE, 71.8 FT
 DP8011'(21.9 M) WEST OF TRUNK HIGHWAY 15, 6.5 FT (2.0 M) EAST OF POWER POLE
 DP8011'WITH THREE GUY WIRES, 0.5 FT (15 CM) EAST OF A WITNESS POST.  DISK SET
 DP8011'IN 1972 THEN STAMP WHEN FIRST USED IN 2014.
 DP8011
 DP8011                          STATION RECOVERY (2024)
 DP8011
 DP8011'RECOVERY NOTE BY MN DEPT OF TRANSP 2024 (BTB)
 DP8011'9.5 MI (15.3 KM) SOUTHEAST OF NEW ULM, 6.45 MI (10.38 KM) SOUTH ALONG
 DP8011'TRUNK HIGHWAY 15 FROM THE JUNCTION OF TRUNK HIGHWAY 15 AND TRUNK
 DP8011'HIGHWAY 68 EAST (THE JUNCTION IS 3.0 MI (4.8 KM) SOUTHEAST OF NEW
 DP8011'ULM), AT TRUNK HIGHWAY 15 MILE POINT 47.35, 307.0 FT (93.6 M) NORTH OF
 DP8011'130TH AVENUE, 71.8 FT (21.9 M) WEST OF TRUNK HIGHWAY 15, 6.5 FT (2.0
 DP8011'M) EAST OF A POWER POLE WITH THREE GUY WIRES, 0.5 FT (15 CM) EAST OF A
 DP8011'WITNESS POST.  THE DISK WAS SET IN 1972 THEN STAMPED WHEN FIRST USED
 DP8011'IN 2014.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DP4827 ***********************************************************************
 DP4827  DESIGNATION -  0805 U
 DP4827  PID         -  DP4827
 DP4827  STATE/COUNTY-  MN/BROWN
 DP4827  COUNTRY     -  US
 DP4827  USGS QUAD   -  HANSKA (2019)
 DP4827
 DP4827                         *CURRENT SURVEY CONTROL
 DP4827  ______________________________________________________________________
 DP4827* NAD 83(2011) POSITION- 44 11 47.05016(N) 094 25 56.33545(W)   ADJUSTED
 DP4827* NAD 83(2011) ELLIP HT-   274.701 (meters)        (10/09/14)   ADJUSTED
 DP4827* NAD 83(2011) EPOCH   -  2010.00
 DP4827* NAVD 88 ORTHO HEIGHT -   302.824 (meters)      993.52  (feet) ADJUSTED
 DP4827  ______________________________________________________________________
 DP4827  GEOID HEIGHT    -        -28.119 (meters)                     GEOID18
 DP4827  NAD 83(2011) X  -   -353,986.267 (meters)                     COMP
 DP4827  NAD 83(2011) Y  - -4,566,788.049 (meters)                     COMP
 DP4827  NAD 83(2011) Z  -  4,423,955.348 (meters)                     COMP
 DP4827  LAPLACE CORR    -         -1.72  (seconds)                    DEFLEC18
 DP4827  DYNAMIC HEIGHT  -        302.773 (meters)      993.35  (feet) COMP
 DP4827  MODELED GRAVITY -    980,442.7   (mgal)                       NAVD 88
 DP4827
 DP4827  VERT ORDER      -  SECOND    CLASS I
 DP4827
 DP4827  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DP4827  Standards:
 DP4827         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DP4827            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DP4827  -------------------------------------------------------------------
 DP4827  NETWORK    0.68   1.47           0.31   0.23   0.75      0.23047798
 DP4827  -------------------------------------------------------------------
 DP4827  Click here for local accuracies and other accuracy information.
 DP4827
 DP4827.The horizontal coordinates were established by GPS observations
 DP4827.and adjusted by the MN DEPT OF TRANSP in October 2014.
 DP4827
 DP4827.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DP4827.been affixed to the stable North American tectonic plate. See 
 DP4827.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DP4827
 DP4827.The horizontal coordinates are valid at the epoch date displayed above
 DP4827.which is a decimal equivalence of Year/Month/Day.
 DP4827
 DP4827.The orthometric height was determined by differential leveling and
 DP4827.adjusted by the NATIONAL GEODETIC SURVEY
 DP4827.in May 2016.
 DP4827
 DP4827.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP4827.GEOID18 height accuracy estimate available here.
 DP4827
 DP4827.Click photographs - Photos may exist for this station.
 DP4827
 DP4827.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DP4827
 DP4827.The Laplace correction was computed from DEFLEC18 derived deflections.
 DP4827
 DP4827.The ellipsoidal height was determined by GPS observations
 DP4827.and is referenced to NAD 83.
 DP4827
 DP4827.The dynamic height is computed by dividing the NAVD 88
 DP4827.geopotential number by the normal gravity value computed on the
 DP4827.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP4827.degrees latitude (g = 980.6199 gals.).
 DP4827
 DP4827.The modeled gravity was interpolated from observed gravity values.
 DP4827
 DP4827. The following values were computed from the NAD 83(2011) position.
 DP4827
 DP4827;                    North         East     Units Scale Factor Converg.
 DP4827;SPC MN S     -   233,025.388   765,442.582   MT  0.99993614   -0 18 10.9
 DP4827;SPC MN S     -   764,517.46  2,511,289.54   sFT  0.99993614   -0 18 10.9
 DP4827;UTM  15      - 4,894,684.662   385,544.522   MT  0.99976111   -0 59 55.0
 DP4827
 DP4827!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DP4827!SPC MN S     -   0.99995693  x   0.99993614  =   0.99989307
 DP4827!UTM  15      -   0.99995693  x   0.99976111  =   0.99971805
 DP4827
 DP4827_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUJ8554494684(NAD 83)
 DP4827
 DP4827                          SUPERSEDED SURVEY CONTROL
 DP4827
 DP4827.No superseded survey control is available for this station.
 DP4827
 DP4827_MARKER: I = METAL ROD
 DP4827_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DP4827_STAMPING: 0805 U 2014
 DP4827_MARK LOGO: MNDT
 DP4827_PROJECTION: RECESSED 5 CENTIMETERS
 DP4827_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DP4827_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DP4827_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP4827+SATELLITE: SATELLITE OBSERVATIONS - April 02, 2024
 DP4827_ROD/PIPE-DEPTH: 10.4 meters
 DP4827
 DP4827  HISTORY     - Date     Condition        Report By
 DP4827  HISTORY     - 20140422 MONUMENTED       MNDT
 DP4827  HISTORY     - 20140601 GOOD             MNDT
 DP4827  HISTORY     - 20240402 GOOD             MNDT
 DP4827
 DP4827                          STATION DESCRIPTION
 DP4827
 DP4827'DESCRIBED BY MN DEPT OF TRANSP 2014
 DP4827'8.1 MILES SOUTHEAST OF NEW ULM, 5.0 MILES SOUTH ALONG TRUNK HIGHWAY 15
 DP4827'FROM JUNCTION OF TRUNK HIGHWAY 15 AND TRUNK HIGHWAY 68 EAST (JUNCTION
 DP4827'IS 3.0 MILES SOUTHEAST OF NEW ULM), AT TRUNK HIGHWAY 15 MILEPOINT
 DP4827'48.85, 153.0 FEET WEST OF TRUNK HIGHWAY 15, 130.0 FEET NORTH OF COUNTY
 DP4827'ROAD 102, 3.0 FEET SOUTHEAST OF RIGHT OF WAY POST, 1.5 FEET SOUTH OF
 DP4827'WITNESS POST.
 DP4827
 DP4827                          STATION RECOVERY (2014)
 DP4827
 DP4827'RECOVERY NOTE BY MN DEPT OF TRANSP 2014 (KMS)
 DP4827'RECOVERED AS DESCRIBED.
 DP4827'
 DP4827'NOTE - THE STATION STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER
 DP4827'ALUMINUM ROD DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION
 DP4827'REMOVABLE DISK SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY
 DP4827'A SIX-INCH PVC PIPE BACK FILLED WITH WASHED SAND.
 DP4827
 DP4827                          STATION RECOVERY (2024)
 DP4827
 DP4827'RECOVERY NOTE BY MN DEPT OF TRANSP 2024 (BTB)
 DP4827'8.1 MI (13.0 KM) SOUTHEAST OF NEW ULM, 5.0 MI (8.0 KM) SOUTH ALONG
 DP4827'TRUNK HIGHWAY 15 FROM THE JUNCTION OF TRUNK HIGHWAY 15 AND TRUNK
 DP4827'HIGHWAY 68 EAST (THE JUNCTION IS 3.0 MI (4.8 KM) SOUTHEAST OF NEW
 DP4827'ULM), AT TRUNK HIGHWAY 15 MILE POINT 48.85, 153.0 FT (46.6 M) WEST OF
 DP4827'TRUNK HIGHWAY 15, 130.0 FT (39.6 M) NORTH OF COUNTY ROAD 102, 3.0 FT
 DP4827'(0.9 M) SOUTHEAST OF A RIGHT-OF-WAY POST, 1.5 FT (0.5 M) SOUTH OF A
 DP4827'WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DP4828 ***********************************************************************
 DP4828  DESIGNATION -  0805 V
 DP4828  PID         -  DP4828
 DP4828  STATE/COUNTY-  MN/BROWN
 DP4828  COUNTRY     -  US
 DP4828  USGS QUAD   -  HANSKA (2019)
 DP4828
 DP4828                         *CURRENT SURVEY CONTROL
 DP4828  ______________________________________________________________________
 DP4828* NAD 83(2011) POSITION- 44 14 13.78414(N) 094 25 59.50459(W)   ADJUSTED
 DP4828* NAD 83(2011) ELLIP HT-   258.213 (meters)        (10/09/14)   ADJUSTED
 DP4828* NAD 83(2011) EPOCH   -  2010.00
 DP4828* NAVD 88 ORTHO HEIGHT -   286.340 (meters)      939.43  (feet) ADJUSTED
 DP4828  ______________________________________________________________________
 DP4828  GEOID HEIGHT    -        -28.124 (meters)                     GEOID18
 DP4828  NAD 83(2011) X  -   -353,811.372 (meters)                     COMP
 DP4828  NAD 83(2011) Y  - -4,563,621.703 (meters)                     COMP
 DP4828  NAD 83(2011) Z  -  4,427,189.981 (meters)                     COMP
 DP4828  LAPLACE CORR    -         -1.99  (seconds)                    DEFLEC18
 DP4828  DYNAMIC HEIGHT  -        286.293 (meters)      939.28  (feet) COMP
 DP4828  MODELED GRAVITY -    980,446.6   (mgal)                       NAVD 88
 DP4828
 DP4828  VERT ORDER      -  SECOND    CLASS I
 DP4828
 DP4828  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DP4828  Standards:
 DP4828         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DP4828            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DP4828  -------------------------------------------------------------------
 DP4828  NETWORK    0.66   1.49           0.30   0.23   0.76      0.08103469
 DP4828  -------------------------------------------------------------------
 DP4828  Click here for local accuracies and other accuracy information.
 DP4828
 DP4828.The horizontal coordinates were established by GPS observations
 DP4828.and adjusted by the MN DEPT OF TRANSP in October 2014.
 DP4828
 DP4828.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DP4828.been affixed to the stable North American tectonic plate. See 
 DP4828.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DP4828
 DP4828.The horizontal coordinates are valid at the epoch date displayed above
 DP4828.which is a decimal equivalence of Year/Month/Day.
 DP4828
 DP4828.The orthometric height was determined by differential leveling and
 DP4828.adjusted by the NATIONAL GEODETIC SURVEY
 DP4828.in May 2016.
 DP4828
 DP4828.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP4828.GEOID18 height accuracy estimate available here.
 DP4828
 DP4828.Click photographs - Photos may exist for this station.
 DP4828
 DP4828.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DP4828
 DP4828.The Laplace correction was computed from DEFLEC18 derived deflections.
 DP4828
 DP4828.The ellipsoidal height was determined by GPS observations
 DP4828.and is referenced to NAD 83.
 DP4828
 DP4828.The dynamic height is computed by dividing the NAVD 88
 DP4828.geopotential number by the normal gravity value computed on the
 DP4828.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP4828.degrees latitude (g = 980.6199 gals.).
 DP4828
 DP4828.The modeled gravity was interpolated from observed gravity values.
 DP4828
 DP4828. The following values were computed from the NAD 83(2011) position.
 DP4828
 DP4828;                    North         East     Units Scale Factor Converg.
 DP4828;SPC MN S     -   237,554.445   765,396.214   MT  0.99993263   -0 18 13.1
 DP4828;SPC MN S     -   779,376.54  2,511,137.41   sFT  0.99993263   -0 18 13.1
 DP4828;UTM  15      - 4,899,213.163   385,553.167   MT  0.99976109   -0 59 59.8
 DP4828
 DP4828!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DP4828!SPC MN S     -   0.99995951  x   0.99993263  =   0.99989215
 DP4828!UTM  15      -   0.99995951  x   0.99976109  =   0.99972061
 DP4828
 DP4828_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUJ8555399213(NAD 83)
 DP4828
 DP4828                          SUPERSEDED SURVEY CONTROL
 DP4828
 DP4828.No superseded survey control is available for this station.
 DP4828
 DP4828_MARKER: I = METAL ROD
 DP4828_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DP4828_STAMPING: 0805 V 2014
 DP4828_MARK LOGO: MNDT
 DP4828_PROJECTION: RECESSED 5 CENTIMETERS
 DP4828_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DP4828_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DP4828_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP4828+SATELLITE: SATELLITE OBSERVATIONS - April 02, 2024
 DP4828_ROD/PIPE-DEPTH: 7.3 meters
 DP4828
 DP4828  HISTORY     - Date     Condition        Report By
 DP4828  HISTORY     - 20140422 MONUMENTED       MNDT
 DP4828  HISTORY     - 20140601 GOOD             MNDT
 DP4828  HISTORY     - 20240402 GOOD             MNDT
 DP4828
 DP4828                          STATION DESCRIPTION
 DP4828
 DP4828'DESCRIBED BY MN DEPT OF TRANSP 2014
 DP4828'5.5 MILES SOUTHEAST OF NEW ULM, 2.1 MILES SOUTH ALONG TRUNK HIGHWAY 15
 DP4828'FROM JUNCTION OF TRUNK HIGHWAY 15 AND TRUNK HIGHWAY 68 EAST (JUNCTION
 DP4828'IS 3.0 MILES SOUTHEAST OF NEW ULM), AT TRUNK HIGHWAY 15 MILEPOINT
 DP4828'51.75, 73.3 FEET SOUTHWEST OF TRUNK HIGHWAY 15, 15.8 FEET SOUTHEAST OF
 DP4828'FIELD ENTRANCE,1.5 FEET NORTHEAST OF WITNESS POST.
 DP4828
 DP4828                          STATION RECOVERY (2014)
 DP4828
 DP4828'RECOVERY NOTE BY MN DEPT OF TRANSP 2014 (KDJ)
 DP4828'RECOVERED AS DESCRIBED.
 DP4828'
 DP4828'NOTE - THE STATION STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER
 DP4828'ALUMINUM ROD DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION
 DP4828'REMOVABLE DISK SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY
 DP4828'A SIX-INCH PVC PIPE BACK FILLED WITH WASHED SAND.
 DP4828
 DP4828                          STATION RECOVERY (2024)
 DP4828
 DP4828'RECOVERY NOTE BY MN DEPT OF TRANSP 2024 (BTB)
 DP4828'5.5 MI (8.8 KM) SOUTHEAST OF NEW ULM, 2.1 MI (3.4 KM) SOUTH ALONG
 DP4828'TRUNK HIGHWAY 15 FROM THE JUNCTION OF TRUNK HIGHWAY 15 AND TRUNK
 DP4828'HIGHWAY 68 EAST (THE JUNCTION IS 3.0 MI (4.8 KM) SOUTHEAST OF NEW
 DP4828'ULM), AT TRUNK HIGHWAY 15 MILE POINT 51.75, 73.3 FT (22.3 M) SOUTHWEST
 DP4828'OF TRUNK HIGHWAY 15, 15.8 FT (4.8 M) SOUTHEAST OF A FIELD ENTRANCE,
 DP4828'1.5 FT (0.5 M) NORTHEAST OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DP8009 ***********************************************************************
 DP8009  DESIGNATION -  0805 W
 DP8009  PID         -  DP8009
 DP8009  STATE/COUNTY-  MN/BROWN
 DP8009  COUNTRY     -  US
 DP8009  USGS QUAD   -  HANSKA (2019)
 DP8009
 DP8009                         *CURRENT SURVEY CONTROL
 DP8009  ______________________________________________________________________
 DP8009* NAD 83(1986) POSITION- 44 14 18.87   (N) 094 26 04.27   (W)   HD_HELD1
 DP8009* NAVD 88 ORTHO HEIGHT -   283.296 (meters)      929.45  (feet) ADJUSTED
 DP8009  ______________________________________________________________________
 DP8009  GEOID HEIGHT    -        -28.123 (meters)                     GEOID18
 DP8009  DYNAMIC HEIGHT  -        283.249 (meters)      929.29  (feet) COMP
 DP8009  MODELED GRAVITY -    980,446.7   (mgal)                       NAVD 88
 DP8009
 DP8009  VERT ORDER      -  SECOND    CLASS I
 DP8009
 DP8009.The horizontal coordinates were determined by differentially corrected
 DP8009.hand held GPS observations or other comparable positioning techniques
 DP8009.and have an estimated accuracy of +/- 3 meters.
 DP8009
 DP8009.The orthometric height was determined by differential leveling and
 DP8009.adjusted by the NATIONAL GEODETIC SURVEY
 DP8009.in May 2016.
 DP8009
 DP8009.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP8009.GEOID18 height accuracy estimate available here.
 DP8009
 DP8009.Click photographs - Photos may exist for this station.
 DP8009
 DP8009.The dynamic height is computed by dividing the NAVD 88
 DP8009.geopotential number by the normal gravity value computed on the
 DP8009.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP8009.degrees latitude (g = 980.6199 gals.).
 DP8009
 DP8009.The modeled gravity was interpolated from observed gravity values.
 DP8009
 DP8009;                    North         East    Units  Estimated Accuracy
 DP8009;SPC MN S     -   237,712.0     765,291.3     MT  (+/- 3 meters HH1 GPS) 
 DP8009
 DP8009_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUJ8545099371(NAD 83)
 DP8009
 DP8009                          SUPERSEDED SURVEY CONTROL
 DP8009
 DP8009.No superseded survey control is available for this station.
 DP8009
 DP8009_MARKER: DH = HORIZONTAL CONTROL DISK
 DP8009_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DP8009_SP_SET: BRIDGE ABUTMENT
 DP8009_STAMPING: 0805 W 1988
 DP8009_MARK LOGO: MNHD
 DP8009_MAGNETIC: N = NO MAGNETIC MATERIAL
 DP8009_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DP8009_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DP8009+SATELLITE: SATELLITE OBSERVATIONS - April 23, 2014
 DP8009
 DP8009  HISTORY     - Date     Condition        Report By
 DP8009  HISTORY     - 20140422 MONUMENTED       MNHD
 DP8009  HISTORY     - 20140423 GOOD             MNDT
 DP8009
 DP8009                          STATION DESCRIPTION
 DP8009
 DP8009'DESCRIBED BY MN DEPT OF TRANSP 2014 (DAS)
 DP8009'THE STATION IS LOCATED ABOUT 6.0 MI (9.7 KM) WEST OF CAMBRIA, 5.3 MI
 DP8009'(8.5 KM) SOUTH-SOUTHEAST OF NEW ULM AND 5.1 MI (8.2 KM) WEST-SOUTHWEST
 DP8009'OF COURTLAND.
 DP8009'
 DP8009'TO REACH THE MARK GO 5.4 MI (8.7 KM) SOUTHEAST OF NEW ULM, IN
 DP8009'SOUTHEAST CORNER OF TRUNK HIGHWAY 15 FROM THE JUNCTION OF TRUNK
 DP8009'HIGHWAY 15 AND TRUNK HIGHWAY 68 EAST (JUNCTION IS 3.0 MI (4.8 KM)
 DP8009'SOUTHEAST OF NEW ULM), AT TRUNK HIGHWAY 15 MILE POINT 51.85.
 DP8009'
 DP8009'THE MARK IS LOCATED 26.0 FT (7.9 M) NORTHEAST OF TRUNK HIGHWAY 15.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DP4829 ***********************************************************************
 DP4829  DESIGNATION -  0805 X
 DP4829  PID         -  DP4829
 DP4829  STATE/COUNTY-  MN/BROWN
 DP4829  COUNTRY     -  US
 DP4829  USGS QUAD   -  HANSKA (2019)
 DP4829
 DP4829                         *CURRENT SURVEY CONTROL
 DP4829  ______________________________________________________________________
 DP4829* NAD 83(2011) POSITION- 44 14 59.25981(N) 094 25 56.93607(W)   ADJUSTED
 DP4829* NAD 83(2011) ELLIP HT-   274.634 (meters)        (10/09/14)   ADJUSTED
 DP4829* NAD 83(2011) EPOCH   -  2010.00
 DP4829* NAVD 88 ORTHO HEIGHT -   302.760 (meters)      993.31  (feet) ADJUSTED
 DP4829  ______________________________________________________________________
 DP4829  GEOID HEIGHT    -        -28.124 (meters)                     GEOID18
 DP4829  NAD 83(2011) X  -   -353,679.762 (meters)                     COMP
 DP4829  NAD 83(2011) Y  - -4,562,661.390 (meters)                     COMP
 DP4829  NAD 83(2011) Z  -  4,428,207.024 (meters)                     COMP
 DP4829  LAPLACE CORR    -         -2.14  (seconds)                    DEFLEC18
 DP4829  DYNAMIC HEIGHT  -        302.711 (meters)      993.14  (feet) COMP
 DP4829  MODELED GRAVITY -    980,447.9   (mgal)                       NAVD 88
 DP4829
 DP4829  VERT ORDER      -  SECOND    CLASS I
 DP4829
 DP4829  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DP4829  Standards:
 DP4829         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DP4829            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DP4829  -------------------------------------------------------------------
 DP4829  NETWORK    0.68   1.53           0.31   0.23   0.78      0.08975210
 DP4829  -------------------------------------------------------------------
 DP4829  Click here for local accuracies and other accuracy information.
 DP4829
 DP4829.The horizontal coordinates were established by GPS observations
 DP4829.and adjusted by the MN DEPT OF TRANSP in October 2014.
 DP4829
 DP4829.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DP4829.been affixed to the stable North American tectonic plate. See 
 DP4829.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DP4829
 DP4829.The horizontal coordinates are valid at the epoch date displayed above
 DP4829.which is a decimal equivalence of Year/Month/Day.
 DP4829
 DP4829.The orthometric height was determined by differential leveling and
 DP4829.adjusted by the NATIONAL GEODETIC SURVEY
 DP4829.in May 2016.
 DP4829
 DP4829.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP4829.GEOID18 height accuracy estimate available here.
 DP4829
 DP4829.Click photographs - Photos may exist for this station.
 DP4829
 DP4829.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DP4829
 DP4829.The Laplace correction was computed from DEFLEC18 derived deflections.
 DP4829
 DP4829.The ellipsoidal height was determined by GPS observations
 DP4829.and is referenced to NAD 83.
 DP4829
 DP4829.The dynamic height is computed by dividing the NAVD 88
 DP4829.geopotential number by the normal gravity value computed on the
 DP4829.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP4829.degrees latitude (g = 980.6199 gals.).
 DP4829
 DP4829.The modeled gravity was interpolated from observed gravity values.
 DP4829
 DP4829. The following values were computed from the NAD 83(2011) position.
 DP4829
 DP4829;                    North         East     Units Scale Factor Converg.
 DP4829;SPC MN S     -   238,957.673   765,460.632   MT  0.99993164   -0 18 11.3
 DP4829;SPC MN S     -   783,980.30  2,511,348.76   sFT  0.99993164   -0 18 11.3
 DP4829;UTM  15      - 4,900,615.264   385,634.622   MT  0.99976086   -0 59 58.8
 DP4829
 DP4829!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DP4829!SPC MN S     -   0.99995694  x   0.99993164  =   0.99988858
 DP4829!UTM  15      -   0.99995694  x   0.99976086  =   0.99971781
 DP4829
 DP4829_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUK8563400615(NAD 83)
 DP4829
 DP4829                          SUPERSEDED SURVEY CONTROL
 DP4829
 DP4829.No superseded survey control is available for this station.
 DP4829
 DP4829_MARKER: I = METAL ROD
 DP4829_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DP4829_STAMPING: 0805 X 2014
 DP4829_MARK LOGO: MNDT
 DP4829_PROJECTION: RECESSED 8 CENTIMETERS
 DP4829_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DP4829_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DP4829_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP4829+SATELLITE: SATELLITE OBSERVATIONS - April 02, 2024
 DP4829_ROD/PIPE-DEPTH: 5.8 meters
 DP4829
 DP4829  HISTORY     - Date     Condition        Report By
 DP4829  HISTORY     - 20140422 MONUMENTED       MNDT
 DP4829  HISTORY     - 20140601 GOOD             MNDT
 DP4829  HISTORY     - 20160502 GOOD             MNDT
 DP4829  HISTORY     - 20240402 GOOD             MNDT
 DP4829
 DP4829                          STATION DESCRIPTION
 DP4829
 DP4829'DESCRIBED BY MN DEPT OF TRANSP 2014
 DP4829'4.5 MILES SOUTHEAST OF NEW ULM, 1.1 MILES SOUTH ALONG TRUNK HIGHWAY 15
 DP4829'FROM JUNCTION OF TRUNK HIGHWAY 15 AND TRUNK HIGHWAY 68 EAST (JUNCTION
 DP4829'IS 3.0 MILES SOUTHEAST OF NEW ULM), AT TRUNK HIGHWAY 15 MILEPOINT
 DP4829'52.75, 58.8 FEET WEST OF TRUNK HIGHWAY 15, 47.4 FEET SOUTH OF FIELD
 DP4829'ENTRANCE, 1.5 FEET NORTH OF WITNESS POST.
 DP4829
 DP4829                          STATION RECOVERY (2014)
 DP4829
 DP4829'RECOVERY NOTE BY MN DEPT OF TRANSP 2014 (KDJ)
 DP4829'RECOVERED AS DESCRIBED.
 DP4829'
 DP4829'NOTE - THE STATION STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER
 DP4829'ALUMINUM ROD DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION
 DP4829'REMOVABLE DISK SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY
 DP4829'A SIX-INCH PVC PIPE BACK FILLED WITH WASHED SAND.
 DP4829
 DP4829                          STATION RECOVERY (2016)
 DP4829
 DP4829'RECOVERY NOTE BY MN DEPT OF TRANSP 2016 (KMS)
 DP4829'THE MARK IS LOCATED ABOUT 4.5 MI (7.2 KM) SOUTHEAST OF NEW ULM, 1.1 MI
 DP4829'(1.8 KM) SOUTH ALONG TRUNK HIGHWAY 15 FROM THE JUNCTION OF TRUNK
 DP4829'HIGHWAY 15 AND TRUNK HIGHWAY 68 EAST (JUNCTION IS 3.0 MI (4.8 KM)
 DP4829'SOUTHEAST OF NEW ULM), AT TRUNK HIGHWAY 15 MILE POINT 52.75, 58.8 FT
 DP4829'(17.9 M) WEST OF TRUNK HIGHWAY 15, 47.4 FT (14.4 M) SOUTH OF A FIELD
 DP4829'ENTRANCE, 1.5 FT (0.5 M) NORTH OF A WITNESS POST.
 DP4829
 DP4829                          STATION RECOVERY (2024)
 DP4829
 DP4829'RECOVERY NOTE BY MN DEPT OF TRANSP 2024 (BTB)
 DP4829'4.5 MI (7.2 KM) SOUTHEAST OF NEW ULM, 1.1 MI (1.8 KM) SOUTH ALONG
 DP4829'TRUNK HIGHWAY 15 FROM THE JUNCTION OF TRUNK HIGHWAY 15 AND TRUNK
 DP4829'HIGHWAY 68 EAST (THE JUNCTION IS 3.0 MI (4.8 KM) SOUTHEAST OF NEW
 DP4829'ULM), AT TRUNK HIGHWAY 15 MILE POINT 52.75, 58.8 FT (17.9 M) WEST OF
 DP4829'TRUNK HIGHWAY 15, 47.4 FT (14.4 M) SOUTH OF A FIELD ENTRANCE, 1.5 FT
 DP4829'(0.5 M) NORTH OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DP4830 ***********************************************************************
 DP4830  DESIGNATION -  0805 Y
 DP4830  PID         -  DP4830
 DP4830  STATE/COUNTY-  MN/BROWN
 DP4830  COUNTRY     -  US
 DP4830  USGS QUAD   -  NEW ULM (2019)
 DP4830
 DP4830                         *CURRENT SURVEY CONTROL
 DP4830  ______________________________________________________________________
 DP4830* NAD 83(2011) POSITION- 44 16 50.59441(N) 094 26 08.16274(W)   ADJUSTED
 DP4830* NAD 83(2011) ELLIP HT-   234.130 (meters)        (10/09/14)   ADJUSTED
 DP4830* NAD 83(2011) EPOCH   -  2010.00
 DP4830* NAVD 88 ORTHO HEIGHT -   262.249 (meters)      860.40  (feet) ADJUSTED
 DP4830  ______________________________________________________________________
 DP4830  GEOID HEIGHT    -        -28.118 (meters)                     GEOID18
 DP4830  NAD 83(2011) X  -   -353,740.347 (meters)                     COMP
 DP4830  NAD 83(2011) Y  - -4,560,221.727 (meters)                     COMP
 DP4830  NAD 83(2011) Z  -  4,430,639.748 (meters)                     COMP
 DP4830  LAPLACE CORR    -         -1.93  (seconds)                    DEFLEC18
 DP4830  DYNAMIC HEIGHT  -        262.207 (meters)      860.26  (feet) COMP
 DP4830  MODELED GRAVITY -    980,451.0   (mgal)                       NAVD 88
 DP4830
 DP4830  VERT ORDER      -  SECOND    CLASS I
 DP4830
 DP4830  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DP4830  Standards:
 DP4830         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DP4830            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DP4830  -------------------------------------------------------------------
 DP4830  NETWORK    0.54   0.94           0.25   0.18   0.48      0.05121734
 DP4830  -------------------------------------------------------------------
 DP4830  Click here for local accuracies and other accuracy information.
 DP4830
 DP4830.The horizontal coordinates were established by GPS observations
 DP4830.and adjusted by the MN DEPT OF TRANSP in October 2014.
 DP4830
 DP4830.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DP4830.been affixed to the stable North American tectonic plate. See 
 DP4830.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DP4830
 DP4830.The horizontal coordinates are valid at the epoch date displayed above
 DP4830.which is a decimal equivalence of Year/Month/Day.
 DP4830
 DP4830.The orthometric height was determined by differential leveling and
 DP4830.adjusted by the NATIONAL GEODETIC SURVEY
 DP4830.in May 2016.
 DP4830
 DP4830.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP4830.GEOID18 height accuracy estimate available here.
 DP4830
 DP4830.Click photographs - Photos may exist for this station.
 DP4830
 DP4830.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DP4830
 DP4830.The Laplace correction was computed from DEFLEC18 derived deflections.
 DP4830
 DP4830.The ellipsoidal height was determined by GPS observations
 DP4830.and is referenced to NAD 83.
 DP4830
 DP4830.The dynamic height is computed by dividing the NAVD 88
 DP4830.geopotential number by the normal gravity value computed on the
 DP4830.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP4830.degrees latitude (g = 980.6199 gals.).
 DP4830
 DP4830.The modeled gravity was interpolated from observed gravity values.
 DP4830
 DP4830. The following values were computed from the NAD 83(2011) position.
 DP4830
 DP4830;                    North         East     Units Scale Factor Converg.
 DP4830;SPC MN S     -   242,395.156   765,229.891   MT  0.99992943   -0 18 19.2
 DP4830;SPC MN S     -   795,258.11  2,510,591.73   sFT  0.99992943   -0 18 19.2
 DP4830;UTM  15      - 4,904,054.716   385,445.734   MT  0.99976139   -1 00 08.7
 DP4830
 DP4830!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DP4830!SPC MN S     -   0.99996329  x   0.99992943  =   0.99989272
 DP4830!UTM  15      -   0.99996329  x   0.99976139  =   0.99972469
 DP4830
 DP4830_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUK8544504054(NAD 83)
 DP4830
 DP4830                          SUPERSEDED SURVEY CONTROL
 DP4830
 DP4830.No superseded survey control is available for this station.
 DP4830
 DP4830_MARKER: I = METAL ROD
 DP4830_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DP4830_STAMPING: 0805 Y 2014
 DP4830_MARK LOGO: MNDT
 DP4830_PROJECTION: RECESSED 10 CENTIMETERS
 DP4830_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DP4830_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DP4830_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP4830+SATELLITE: SATELLITE OBSERVATIONS - April 02, 2024
 DP4830_ROD/PIPE-DEPTH: 4.0 meters
 DP4830
 DP4830  HISTORY     - Date     Condition        Report By
 DP4830  HISTORY     - 20140422 MONUMENTED       MNDT
 DP4830  HISTORY     - 20140601 GOOD             MNDT
 DP4830  HISTORY     - 20160502 GOOD             MNDT
 DP4830  HISTORY     - 20200213 GOOD             MNDT
 DP4830  HISTORY     - 20240402 GOOD             MNDT
 DP4830
 DP4830                          STATION DESCRIPTION
 DP4830
 DP4830'DESCRIBED BY MN DEPT OF TRANSP 2014
 DP4830'IN NEW ULM, 3.1 MILES SOUTHEAST ALONG TRUNK HIGHWAY 15/TRUNK HIGHWAY
 DP4830'68 FROM JUNCTION OF TRUNK HIGHWAY 15/TRUNK HIGHWAY 68 AND TRUNK
 DP4830'HIGHWAY 14 IN NEW ULM, AT TRUNK HIGHWAY 15 MILEPOINT 55.0, 90.8 FEET
 DP4830'WEST OF TRUNK HIGHWAY 15, 65.2 FEET NORTH OF ENTRANCE, 1.5 FEET EAST
 DP4830'OF WITNESS POST.
 DP4830
 DP4830                          STATION RECOVERY (2014)
 DP4830
 DP4830'RECOVERY NOTE BY MN DEPT OF TRANSP 2014 (KDJ)
 DP4830'RECOVERED AS DESCRIBED.
 DP4830'
 DP4830'NOTE - THE STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM
 DP4830'ROD DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION REMOVABLE
 DP4830'DISK SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH
 DP4830'PVC PIPE BACK FILLED WITH WASHED SAND.
 DP4830
 DP4830                          STATION RECOVERY (2016)
 DP4830
 DP4830'RECOVERY NOTE BY MN DEPT OF TRANSP 2016 (KMS)
 DP4830'RECOVERED IN GOOD CONDITION.
 DP4830
 DP4830                          STATION RECOVERY (2020)
 DP4830
 DP4830'RECOVERY NOTE BY MN DEPT OF TRANSP 2020 (AXJ)
 DP4830'RECOVERED AS DESCRIBED.
 DP4830
 DP4830                          STATION RECOVERY (2024)
 DP4830
 DP4830'RECOVERY NOTE BY MN DEPT OF TRANSP 2024 (BTB)
 DP4830'IN NEW ULM, 3.1 MI (5.0 KM) SOUTHEAST ALONG TRUNK HIGHWAY 15/TRUNK
 DP4830'HIGHWAY 68 FROM THE JUNCTION OF TRUNK HIGHWAY 15/TRUNK HIGHWAY 68 AND
 DP4830'TRUNK HIGHWAY 14 IN NEW ULM, AT TRUNK HIGHWAY 15 MILEPOST 55.0, 90.8
 DP4830'FT (27.7 M) WEST OF TRUNK HIGHWAY 15, 65.2 FT (19.9 M) NORTH OF AN
 DP4830'ENTRANCE, 1.5 FT (0.5 M) EAST OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DP4831 ***********************************************************************
 DP4831  DESIGNATION -  0805 Z
 DP4831  PID         -  DP4831
 DP4831  STATE/COUNTY-  MN/BROWN
 DP4831  COUNTRY     -  US
 DP4831  USGS QUAD   -  NEW ULM (2019)
 DP4831
 DP4831                         *CURRENT SURVEY CONTROL
 DP4831  ______________________________________________________________________
 DP4831* NAD 83(2011) POSITION- 44 17 22.94718(N) 094 26 13.88207(W)   ADJUSTED
 DP4831* NAD 83(2011) ELLIP HT-   224.074 (meters)        (10/09/14)   ADJUSTED
 DP4831* NAD 83(2011) EPOCH   -  2010.00
 DP4831* NAVD 88 ORTHO HEIGHT -   252.194 (meters)      827.41  (feet) ADJUSTED
 DP4831  ______________________________________________________________________
 DP4831  GEOID HEIGHT    -        -28.113 (meters)                     GEOID18
 DP4831  NAD 83(2011) X  -   -353,812.291 (meters)                     COMP
 DP4831  NAD 83(2011) Y  - -4,559,509.549 (meters)                     COMP
 DP4831  NAD 83(2011) Z  -  4,431,347.625 (meters)                     COMP
 DP4831  LAPLACE CORR    -         -1.75  (seconds)                    DEFLEC18
 DP4831  DYNAMIC HEIGHT  -        252.153 (meters)      827.27  (feet) COMP
 DP4831  MODELED GRAVITY -    980,451.9   (mgal)                       NAVD 88
 DP4831
 DP4831  VERT ORDER      -  SECOND    CLASS I
 DP4831
 DP4831  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DP4831  Standards:
 DP4831         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DP4831            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DP4831  -------------------------------------------------------------------
 DP4831  NETWORK    0.52   0.90           0.24   0.18   0.46      0.04507170
 DP4831  -------------------------------------------------------------------
 DP4831  Click here for local accuracies and other accuracy information.
 DP4831
 DP4831.The horizontal coordinates were established by GPS observations
 DP4831.and adjusted by the MN DEPT OF TRANSP in October 2014.
 DP4831
 DP4831.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DP4831.been affixed to the stable North American tectonic plate. See 
 DP4831.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DP4831
 DP4831.The horizontal coordinates are valid at the epoch date displayed above
 DP4831.which is a decimal equivalence of Year/Month/Day.
 DP4831
 DP4831.The orthometric height was determined by differential leveling and
 DP4831.adjusted by the NATIONAL GEODETIC SURVEY
 DP4831.in May 2016.
 DP4831
 DP4831.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP4831.GEOID18 height accuracy estimate available here.
 DP4831
 DP4831.Click photographs - Photos may exist for this station.
 DP4831
 DP4831.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DP4831
 DP4831.The Laplace correction was computed from DEFLEC18 derived deflections.
 DP4831
 DP4831.The ellipsoidal height was determined by GPS observations
 DP4831.and is referenced to NAD 83.
 DP4831
 DP4831.The dynamic height is computed by dividing the NAVD 88
 DP4831.geopotential number by the normal gravity value computed on the
 DP4831.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP4831.degrees latitude (g = 980.6199 gals.).
 DP4831
 DP4831.The modeled gravity was interpolated from observed gravity values.
 DP4831
 DP4831. The following values were computed from the NAD 83(2011) position.
 DP4831
 DP4831;                    North         East     Units Scale Factor Converg.
 DP4831;SPC MN S     -   243,394.350   765,108.421   MT  0.99992884   -0 18 23.2
 DP4831;SPC MN S     -   798,536.30  2,510,193.21   sFT  0.99992884   -0 18 23.2
 DP4831;UTM  15      - 4,905,055.147   385,336.449   MT  0.99976169   -1 00 13.2
 DP4831
 DP4831!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DP4831!SPC MN S     -   0.99996487  x   0.99992884  =   0.99989371
 DP4831!UTM  15      -   0.99996487  x   0.99976169  =   0.99972656
 DP4831
 DP4831_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUK8533605055(NAD 83)
 DP4831
 DP4831                          SUPERSEDED SURVEY CONTROL
 DP4831
 DP4831.No superseded survey control is available for this station.
 DP4831
 DP4831_MARKER: I = METAL ROD
 DP4831_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DP4831_STAMPING: 0805 Z 2014
 DP4831_MARK LOGO: MNDT
 DP4831_PROJECTION: RECESSED 5 CENTIMETERS
 DP4831_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DP4831_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DP4831_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP4831+SATELLITE: SATELLITE OBSERVATIONS - April 02, 2024
 DP4831_ROD/PIPE-DEPTH: 3.7 meters
 DP4831
 DP4831  HISTORY     - Date     Condition        Report By
 DP4831  HISTORY     - 20140422 MONUMENTED       MNDT
 DP4831  HISTORY     - 20140601 GOOD             MNDT
 DP4831  HISTORY     - 20200213 GOOD             MNDT
 DP4831  HISTORY     - 20240402 GOOD             MNDT
 DP4831
 DP4831                          STATION DESCRIPTION
 DP4831
 DP4831'DESCRIBED BY MN DEPT OF TRANSP 2014
 DP4831'IN NEW ULM, 2.55 MILES SOUTHEAST ALONG TRUNK HIGHWAY 15/ TRUNK HIGHWAY
 DP4831'68 FROM JUNCTION OF TRUNK HIGHWAY 15, TRUNK HIGHWAY 68, AND TRUNK
 DP4831'HIGHWAY 14 IN NEW ULM, AT TRUNK HIGHWAY 15 MILEPOINT 55.6, 41.8 FEET
 DP4831'SOUTHWEST OF TRUNK HIGHWAY 15, 144.0 FEET SOUTHEAST OF COTTONWOOD
 DP4831'STREET, 1.5 FEET NORTHWEST OF WITNESS POST.
 DP4831
 DP4831                          STATION RECOVERY (2014)
 DP4831
 DP4831'RECOVERY NOTE BY MN DEPT OF TRANSP 2014 (KAS)
 DP4831'RECOVERED AS DESCRIBED.
 DP4831'
 DP4831'NOTE - THE STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM
 DP4831'ROD DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION REMOVABLE
 DP4831'DISK SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH
 DP4831'PVC PIPE BACK FILLED WITH WASHED SAND.
 DP4831
 DP4831                          STATION RECOVERY (2020)
 DP4831
 DP4831'RECOVERY NOTE BY MN DEPT OF TRANSP 2020 (AXJ)
 DP4831'RECOVERED AS DESCRIBED.
 DP4831
 DP4831                          STATION RECOVERY (2024)
 DP4831
 DP4831'RECOVERY NOTE BY MN DEPT OF TRANSP 2024 (BTB)
 DP4831'IN NEW ULM, 2.55 MI (4.10 KM) SOUTHEAST ALONG TRUNK HIGHWAY 15/TRUNK
 DP4831'HIGHWAY 68 FROM THE JUNCTION OF TRUNK HIGHWAY 15, TRUNK HIGHWAY 68 AND
 DP4831'TRUNK HIGHWAY 14 IN NEW ULM, AT TRUNK HIGHWAY 15 MILE POINT 55.6, 41.8
 DP4831'FT (12.7 M) SOUTHWEST OF TRUNK HIGHWAY 15, 144.0 FT (43.9 M) SOUTHEAST
 DP4831'OF COTTONWOOD STREET, 1.5 FT (0.5 M) NORTHWEST OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DQ5356 ***********************************************************************
 DQ5356  DESIGNATION -  0806 A
 DQ5356  PID         -  DQ5356
 DQ5356  STATE/COUNTY-  MN/BROWN
 DQ5356  COUNTRY     -  US
 DQ5356  USGS QUAD   -  NEW ULM (2019)
 DQ5356
 DQ5356                         *CURRENT SURVEY CONTROL
 DQ5356  ______________________________________________________________________
 DQ5356* NAD 83(2011) POSITION- 44 15 26.95368(N) 094 24 27.64066(W)   ADJUSTED
 DQ5356* NAD 83(2011) ELLIP HT-   272.263 (meters)        (03/03/22)   ADJUSTED
 DQ5356* NAD 83(2011) EPOCH   -  2010.00
 DQ5356* NAVD 88 ORTHO HEIGHT -   300.421 (meters)      985.63  (feet) ADJUSTED
 DQ5356  ______________________________________________________________________
 DQ5356  GEOID HEIGHT    -        -28.145 (meters)                     GEOID18
 DQ5356  NAD 83(2011) X  -   -351,658.503 (meters)                     COMP
 DQ5356  NAD 83(2011) Y  - -4,562,217.614 (meters)                     COMP
 DQ5356  NAD 83(2011) Z  -  4,428,817.650 (meters)                     COMP
 DQ5356  LAPLACE CORR    -         -2.23  (seconds)                    DEFLEC18
 DQ5356  DYNAMIC HEIGHT  -        300.372 (meters)      985.47  (feet) COMP
 DQ5356  MODELED GRAVITY -    980,449.0   (mgal)                       NAVD 88
 DQ5356
 DQ5356  VERT ORDER      -  SECOND    CLASS I
 DQ5356
 DQ5356  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DQ5356  Standards:
 DQ5356         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DQ5356            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DQ5356  -------------------------------------------------------------------
 DQ5356  NETWORK    0.68   1.14           0.31   0.24   0.58      0.10126707
 DQ5356  -------------------------------------------------------------------
 DQ5356  Click here for local accuracies and other accuracy information.
 DQ5356
 DQ5356.The horizontal coordinates were established by GPS observations
 DQ5356.and adjusted by the MN DEPT OF TRANSP in March 2022.
 DQ5356
 DQ5356.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DQ5356.been affixed to the stable North American tectonic plate. See 
 DQ5356.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DQ5356
 DQ5356.The horizontal coordinates are valid at the epoch date displayed above
 DQ5356.which is a decimal equivalence of Year/Month/Day.
 DQ5356
 DQ5356.The orthometric height was determined by differential leveling and
 DQ5356.adjusted by the NATIONAL GEODETIC SURVEY
 DQ5356.in May 2019.
 DQ5356
 DQ5356.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ5356.GEOID18 height accuracy estimate available here.
 DQ5356
 DQ5356.Click photographs - Photos may exist for this station.
 DQ5356
 DQ5356.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DQ5356
 DQ5356.The Laplace correction was computed from DEFLEC18 derived deflections.
 DQ5356
 DQ5356.The ellipsoidal height was determined by GPS observations
 DQ5356.and is referenced to NAD 83.
 DQ5356
 DQ5356.The dynamic height is computed by dividing the NAVD 88
 DQ5356.geopotential number by the normal gravity value computed on the
 DQ5356.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ5356.degrees latitude (g = 980.6199 gals.).
 DQ5356
 DQ5356.The modeled gravity was interpolated from observed gravity values.
 DQ5356
 DQ5356. The following values were computed from the NAD 83(2011) position.
 DQ5356
 DQ5356;                    North         East     Units Scale Factor Converg.
 DQ5356;SPC MN S     -   239,802.219   767,445.825   MT  0.99993106   -0 17 08.7
 DQ5356;SPC MN S     -   786,751.11  2,517,861.84   sFT  0.99993106   -0 17 08.7
 DQ5356;UTM  15      - 4,901,435.469   387,629.590   MT  0.99975529   -0 58 57.0
 DQ5356
 DQ5356!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DQ5356!SPC MN S     -   0.99995731  x   0.99993106  =   0.99988837
 DQ5356!UTM  15      -   0.99995731  x   0.99975529  =   0.99971261
 DQ5356
 DQ5356_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUK8762901435(NAD 83)
 DQ5356
 DQ5356                          SUPERSEDED SURVEY CONTROL
 DQ5356
 DQ5356.No superseded survey control is available for this station.
 DQ5356
 DQ5356_MARKER: I = METAL ROD
 DQ5356_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DQ5356_STAMPING: 0806 A 2016
 DQ5356_MARK LOGO: MNDT
 DQ5356_PROJECTION: RECESSED 5 CENTIMETERS
 DQ5356_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DQ5356_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ5356_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ5356+SATELLITE: SATELLITE OBSERVATIONS - April 02, 2024
 DQ5356_ROD/PIPE-DEPTH: 5.8 meters
 DQ5356
 DQ5356  HISTORY     - Date     Condition        Report By
 DQ5356  HISTORY     - 20160518 MONUMENTED       MNDT
 DQ5356  HISTORY     - 20210422 GOOD             MNDT
 DQ5356  HISTORY     - 20220202 GOOD             MNDT
 DQ5356  HISTORY     - 20240402 GOOD             MNDT
 DQ5356
 DQ5356                          STATION DESCRIPTION
 DQ5356
 DQ5356'DESCRIBED BY MN DEPT OF TRANSP 2016
 DQ5356'THE MARK IS LOCATED ABOUT 4.2 MI (6.8 KM) SOUTHEAST OF NEW ULM.
 DQ5356'
 DQ5356'TO REACH THE MARK GO 1.4 MI (2.3 KM) EAST ALONG TRUNK HIGHWAY 68 FROM
 DQ5356'THE JUNCTION OF TRUNK HIGHWAY 68 AND TRUNK HIGHWAY 15 (JUNCTION IS 3.0
 DQ5356'MI (4.8 KM) SOUTHEAST OF NEW ULM), AT TRUNK HIGHWAY 68 MILE POINT
 DQ5356'121.35.
 DQ5356'
 DQ5356'THE MARK IS LOCATED 60.5 FT (18.4 M) NORTH-NORTHEAST OF TRUNK HIGHWAY
 DQ5356'68, 7.0 FT (2.1 M) SOUTH-SOUTHWEST OF RIGHT-OF-WAY POST, 7.0 FT (2.1
 DQ5356'M) SOUTH-SOUTHWEST OF A WITNESS POST.
 DQ5356'
 DQ5356'NOTE -THE STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM ROD
 DQ5356'DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION REMOVABLE DISK
 DQ5356'SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH PVC
 DQ5356'PIPE BACK FILLED WITH WASHED SAND.
 DQ5356
 DQ5356                          STATION RECOVERY (2021)
 DQ5356
 DQ5356'RECOVERY NOTE BY MN DEPT OF TRANSP 2021 (KMS)
 DQ5356'RECOVERED IN GOOD CONDITION.
 DQ5356
 DQ5356                          STATION RECOVERY (2022)
 DQ5356
 DQ5356'RECOVERY NOTE BY MN DEPT OF TRANSP 2022 (TXD)
 DQ5356'RECOVERED AS DESCRIBED.
 DQ5356
 DQ5356                          STATION RECOVERY (2024)
 DQ5356
 DQ5356'RECOVERY NOTE BY MN DEPT OF TRANSP 2024 (BTB)
 DQ5356'4.2 MI (6.8 KM) SOUTHEAST OF NEW ULM, 1.4 MI (2.3 KM) EAST ALONG TRUNK
 DQ5356'HIGHWAY 68 FROM THE JUNCTION OF TRUNK HIGHWAY 68 AND TRUNK HIGHWAY 15
 DQ5356'(THE JUNCTION IS 3.0 MI (4.8 KM) SOUTHEAST OF NEW ULM), AT TRUNK
 DQ5356'HIGHWAY 68 MILE POINT 121.35, 60.5 FT (18.4 M) NORTH-NORTHEAST OF
 DQ5356'TRUNK HIGHWAY 68, 7.0 FT (2.1 M) SOUTH-SOUTHWEST OF A RIGHT-OF-WAY
 DQ5356'POST, 7.0 FT (2.1 M) SOUTH-SOUTHWEST OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DQ5357 ***********************************************************************
 DQ5357  DESIGNATION -  0806 B
 DQ5357  PID         -  DQ5357
 DQ5357  STATE/COUNTY-  MN/BROWN
 DQ5357  COUNTRY     -  US
 DQ5357  USGS QUAD   -  NEW ULM (2019)
 DQ5357
 DQ5357                         *CURRENT SURVEY CONTROL
 DQ5357  ______________________________________________________________________
 DQ5357* NAD 83(2011) POSITION- 44 15 05.61499(N) 094 23 23.57947(W)   ADJUSTED
 DQ5357* NAD 83(2011) ELLIP HT-   274.840 (meters)        (03/03/22)   ADJUSTED
 DQ5357* NAD 83(2011) EPOCH   -  2010.00
 DQ5357* NAVD 88 ORTHO HEIGHT -   303.003 (meters)      994.10  (feet) ADJUSTED
 DQ5357  ______________________________________________________________________
 DQ5357  GEOID HEIGHT    -        -28.160 (meters)                     GEOID18
 DQ5357  NAD 83(2011) X  -   -350,276.888 (meters)                     COMP
 DQ5357  NAD 83(2011) Y  - -4,562,786.752 (meters)                     COMP
 DQ5357  NAD 83(2011) Z  -  4,428,347.681 (meters)                     COMP
 DQ5357  LAPLACE CORR    -         -1.97  (seconds)                    DEFLEC18
 DQ5357  DYNAMIC HEIGHT  -        302.954 (meters)      993.94  (feet) COMP
 DQ5357  MODELED GRAVITY -    980,448.6   (mgal)                       NAVD 88
 DQ5357
 DQ5357  VERT ORDER      -  SECOND    CLASS I
 DQ5357
 DQ5357  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DQ5357  Standards:
 DQ5357         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DQ5357            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DQ5357  -------------------------------------------------------------------
 DQ5357  NETWORK    0.71   1.14           0.32   0.25   0.58      0.10579278
 DQ5357  -------------------------------------------------------------------
 DQ5357  Click here for local accuracies and other accuracy information.
 DQ5357
 DQ5357.The horizontal coordinates were established by GPS observations
 DQ5357.and adjusted by the MN DEPT OF TRANSP in March 2022.
 DQ5357
 DQ5357.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DQ5357.been affixed to the stable North American tectonic plate. See 
 DQ5357.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DQ5357
 DQ5357.The horizontal coordinates are valid at the epoch date displayed above
 DQ5357.which is a decimal equivalence of Year/Month/Day.
 DQ5357
 DQ5357.The orthometric height was determined by differential leveling and
 DQ5357.adjusted by the NATIONAL GEODETIC SURVEY
 DQ5357.in May 2019.
 DQ5357
 DQ5357.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ5357.GEOID18 height accuracy estimate available here.
 DQ5357
 DQ5357.Click photographs - Photos may exist for this station.
 DQ5357
 DQ5357.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DQ5357
 DQ5357.The Laplace correction was computed from DEFLEC18 derived deflections.
 DQ5357
 DQ5357.The ellipsoidal height was determined by GPS observations
 DQ5357.and is referenced to NAD 83.
 DQ5357
 DQ5357.The dynamic height is computed by dividing the NAVD 88
 DQ5357.geopotential number by the normal gravity value computed on the
 DQ5357.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ5357.degrees latitude (g = 980.6199 gals.).
 DQ5357
 DQ5357.The modeled gravity was interpolated from observed gravity values.
 DQ5357
 DQ5357. The following values were computed from the NAD 83(2011) position.
 DQ5357
 DQ5357;                    North         East     Units Scale Factor Converg.
 DQ5357;SPC MN S     -   239,136.702   768,863.633   MT  0.99993151   -0 16 23.8
 DQ5357;SPC MN S     -   784,567.66  2,522,513.44   sFT  0.99993151   -0 16 23.8
 DQ5357;UTM  15      - 4,900,752.883   389,038.950   MT  0.99975142   -0 58 11.9
 DQ5357
 DQ5357!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DQ5357!SPC MN S     -   0.99995691  x   0.99993151  =   0.99988842
 DQ5357!UTM  15      -   0.99995691  x   0.99975142  =   0.99970834
 DQ5357
 DQ5357_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUK8903800752(NAD 83)
 DQ5357
 DQ5357                          SUPERSEDED SURVEY CONTROL
 DQ5357
 DQ5357.No superseded survey control is available for this station.
 DQ5357
 DQ5357_MARKER: I = METAL ROD
 DQ5357_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DQ5357_STAMPING: 0806 B 2016
 DQ5357_MARK LOGO: MNDT
 DQ5357_PROJECTION: RECESSED 5 CENTIMETERS
 DQ5357_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DQ5357_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ5357_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ5357+SATELLITE: SATELLITE OBSERVATIONS - April 02, 2024
 DQ5357_ROD/PIPE-DEPTH: 7.3 meters
 DQ5357
 DQ5357  HISTORY     - Date     Condition        Report By
 DQ5357  HISTORY     - 20160518 MONUMENTED       MNDT
 DQ5357  HISTORY     - 20220202 GOOD             MNDT
 DQ5357  HISTORY     - 20240402 GOOD             MNDT
 DQ5357
 DQ5357                          STATION DESCRIPTION
 DQ5357
 DQ5357'DESCRIBED BY MN DEPT OF TRANSP 2016
 DQ5357'THE MARK IS LOCATED ABOUT 5.2 MI (8.4 KM) SOUTHEAST OF NEW ULM.
 DQ5357'
 DQ5357'TO REACH THE MARK GO 2.4 MI (3.9 KM) EAST ALONG TRUNK HIGHWAY 68 FROM
 DQ5357'THE JUNCTION OF TRUNK HIGHWAY 68 AND TRUNK HIGHWAY 15 (JUNCTION IS 3.0
 DQ5357'MI (4.8 KM) SOUTHEAST OF NEW ULM), AT TRUNK HIGHWAY 68 MILE POINT
 DQ5357'122.35.
 DQ5357'
 DQ5357'THE MARK IS LOCATED 57.3 FT (17.5 M) NORTH-NORTHEAST OF TRUNK HIGHWAY
 DQ5357'68, 57.5 FT (17.5 M) EAST OF 110TH AVENUE, 18.3 FT (5.6 M) SOUTH OF
 DQ5357'RIGHT-OF-WAY POST, 18.3 FT (5.6 M) SOUTH OF A WITNESS POST.
 DQ5357'
 DQ5357'NOTE-THE STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM ROD
 DQ5357'DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION REMOVABLE DISK
 DQ5357'SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH PVC
 DQ5357'PIPE BACK FILLED WITH WASHED SAND.
 DQ5357
 DQ5357                          STATION RECOVERY (2022)
 DQ5357
 DQ5357'RECOVERY NOTE BY MN DEPT OF TRANSP 2022 (TXD)
 DQ5357'RECOVERED AS DESCRIBED.
 DQ5357
 DQ5357                          STATION RECOVERY (2024)
 DQ5357
 DQ5357'RECOVERY NOTE BY MN DEPT OF TRANSP 2024 (BTB)
 DQ5357'5.2 MI (8.4 KM) SOUTHEAST OF NEW ULM, 2.4 MI (3.9 KM) EAST ALONG TRUNK
 DQ5357'HIGHWAY 68 FROM THE JUNCTION OF TRUNK HIGHWAY 68 AND TRUNK HIGHWAY 15
 DQ5357'(THE JUNCTION IS 3.0 MI (4.8 KM) SOUTHEAST OF NEW ULM), AT TRUNK
 DQ5357'HIGHWAY 68 MILE POINT 122.35, 57.3 FT (17.5 M) NORTH-NORTHEAST OF
 DQ5357'TRUNK HIGHWAY 68, 57.5 FT (17.5 M) EAST OF 110TH AVENUE, 18.3 FT (5.6
 DQ5357'M) SOUTH OF A RIGHT-OF-WAY POST, 18.3 FT (5.6 M) SOUTH OF A WITNESS
 DQ5357'POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DO4681 ***********************************************************************
 DO4681  DESIGNATION -  0807 J
 DO4681  PID         -  DO4681
 DO4681  STATE/COUNTY-  MN/BROWN
 DO4681  COUNTRY     -  US
 DO4681  USGS QUAD   -  SLEEPY EYE (2019)
 DO4681
 DO4681                         *CURRENT SURVEY CONTROL
 DO4681  ______________________________________________________________________
 DO4681* NAD 83(2011) POSITION- 44 20 26.06797(N) 094 44 53.12376(W)   ADJUSTED
 DO4681* NAD 83(2011) ELLIP HT-   282.268 (meters)        (08/29/14)   ADJUSTED
 DO4681* NAD 83(2011) EPOCH   -  2010.00
 DO4681* NAVD 88 ORTHO HEIGHT -   310.183 (meters)     1017.66  (feet) ADJUSTED
 DO4681  ______________________________________________________________________
 DO4681  GEOID HEIGHT    -        -27.916 (meters)                     GEOID18
 DO4681  NAD 83(2011) X  -   -378,224.520 (meters)                     COMP
 DO4681  NAD 83(2011) Y  - -4,553,628.770 (meters)                     COMP
 DO4681  NAD 83(2011) Z  -  4,435,432.668 (meters)                     COMP
 DO4681  LAPLACE CORR    -         -1.74  (seconds)                    DEFLEC18
 DO4681  DYNAMIC HEIGHT  -        310.134 (meters)     1017.50  (feet) COMP
 DO4681  MODELED GRAVITY -    980,451.2   (mgal)                       NAVD 88
 DO4681
 DO4681  VERT ORDER      -  SECOND    CLASS I
 DO4681
 DO4681  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DO4681  Standards:
 DO4681         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DO4681            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DO4681  -------------------------------------------------------------------
 DO4681  NETWORK    0.57   0.65           0.26   0.20   0.33     -0.16519135
 DO4681  -------------------------------------------------------------------
 DO4681  Click here for local accuracies and other accuracy information.
 DO4681
 DO4681.The horizontal coordinates were established by GPS observations
 DO4681.and adjusted by the MN DEPT OF TRANSP in August 2014.
 DO4681
 DO4681.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DO4681.been affixed to the stable North American tectonic plate. See 
 DO4681.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DO4681
 DO4681.The horizontal coordinates are valid at the epoch date displayed above
 DO4681.which is a decimal equivalence of Year/Month/Day.
 DO4681
 DO4681.The orthometric height was determined by differential leveling and
 DO4681.adjusted by the NATIONAL GEODETIC SURVEY
 DO4681.in May 2013.
 DO4681
 DO4681.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO4681.GEOID18 height accuracy estimate available here.
 DO4681
 DO4681.Click photographs - Photos may exist for this station.
 DO4681
 DO4681.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DO4681
 DO4681.The Laplace correction was computed from DEFLEC18 derived deflections.
 DO4681
 DO4681.The ellipsoidal height was determined by GPS observations
 DO4681.and is referenced to NAD 83.
 DO4681
 DO4681.The dynamic height is computed by dividing the NAVD 88
 DO4681.geopotential number by the normal gravity value computed on the
 DO4681.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO4681.degrees latitude (g = 980.6199 gals.).
 DO4681
 DO4681.The modeled gravity was interpolated from observed gravity values.
 DO4681
 DO4681. The following values were computed from the NAD 83(2011) position.
 DO4681
 DO4681;                    North         East     Units Scale Factor Converg.
 DO4681;SPC MN S     -   249,225.841   740,348.091   MT  0.99992597   -0 31 27.7
 DO4681;SPC MN S     -   817,668.45  2,428,958.70   sFT  0.99992597   -0 31 27.7
 DO4681;UTM  15      - 4,911,186.791   360,652.100   MT  0.99983881   -1 13 19.1
 DO4681
 DO4681!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DO4681!SPC MN S     -   0.99995574  x   0.99992597  =   0.99988172
 DO4681!UTM  15      -   0.99995574  x   0.99983881  =   0.99979456
 DO4681
 DO4681_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUK6065211186(NAD 83)
 DO4681
 DO4681                          SUPERSEDED SURVEY CONTROL
 DO4681
 DO4681.No superseded survey control is available for this station.
 DO4681
 DO4681_MARKER: I = METAL ROD
 DO4681_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DO4681_STAMPING: 0807 J 2011
 DO4681_MARK LOGO: MNDT
 DO4681_PROJECTION: RECESSED 8 CENTIMETERS
 DO4681_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DO4681_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DO4681_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DO4681+SATELLITE: SATELLITE OBSERVATIONS - April 10, 2024
 DO4681_ROD/PIPE-DEPTH: 6.1 meters
 DO4681
 DO4681  HISTORY     - Date     Condition        Report By
 DO4681  HISTORY     - 20110802 MONUMENTED       MNDT
 DO4681  HISTORY     - 20120208 GOOD             MNDT
 DO4681  HISTORY     - 20240410 GOOD             MNDT
 DO4681
 DO4681                          STATION DESCRIPTION
 DO4681
 DO4681'DESCRIBED BY MN DEPT OF TRANSP 2011
 DO4681'THE MARK IS 3.25 MI (5.2 KM) NORTH OF SLEEPY EYE.
 DO4681'
 DO4681'TO REACH THE MARK GO 1.15 MI (1.9 KM) WEST ALONG TRUNK HIGHWAY 68 FROM
 DO4681'THE JUNCTION OF TRUNK HIGHWAY 68 AND TRUNK HIGHWAY 4 (JUNCTION IS 3.0
 DO4681'MI (4.8 KM) NORTH OF SLEEPY EYE), AT TRUNK HIGHWAY 68 MILE POINT
 DO4681'97.85.
 DO4681'
 DO4681'LOCATED 68.7 FT (20.9 M) NORTH OF TRUNK HIGHWAY 68, 12.4 FT (3.8 M)
 DO4681'WEST OF A FIELD ENTRANCE, 1.5 FT (0.5 M) EAST OF A WITNESS POST.
 DO4681'
 DO4681'NOTE - THE STATION MARK CONSISTS OF A 3/4 INCH (19 MM) DIAMETER
 DO4681'ALUMINUM ROD DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL MARK
 DO4681'REMOVABLE DISK SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY
 DO4681'A SIX-INCH PVC PIPE BACKFILLED WITH WASHED SAND.
 DO4681
 DO4681                          STATION RECOVERY (2012)
 DO4681
 DO4681'RECOVERY NOTE BY MN DEPT OF TRANSP 2012 (PXG)
 DO4681'3.25 MILES NORTH OF SLEEPY EYE, 1.15 MILES WEST ALONG TRUNK HIGHWAY 68
 DO4681'FROM JUNCTION OF TRUNK HIGHWAY 68 AND TRUNK HIGHWAY 4 (JUNCTION IS 3.0
 DO4681'MILES NORTH OF SLEEPY EYE), AT TRUNK HIGHWAY 68 MILEPOINT 97.85, 68.7
 DO4681'FEET NORTH OF TRUNK HIGHWAY 68, 12.4 FEET WEST OF FIELD ENTRANCE, 1.5
 DO4681'FEET EAST OF WITNESS POST.
 DO4681
 DO4681                          STATION RECOVERY (2024)
 DO4681
 DO4681'RECOVERY NOTE BY MN DEPT OF TRANSP 2024 (BTB)
 DO4681'3.25 MI (5.23 KM) NORTH OF SLEEPY EYE, 1.15 MI (1.85 KM) WEST ALONG
 DO4681'TRUNK HIGHWAY 68 FROM THE JUNCTION OF TRUNK HIGHWAY 68 AND TRUNK
 DO4681'HIGHWAY 4 (THE JUNCTION IS 3.0 MI (4.8 KM) NORTH OF SLEEPY EYE), AT
 DO4681'TRUNK HIGHWAY 68 MILE POINT 97.85, 68.7 FT (20.9 M) NORTH OF TRUNK
 DO4681'HIGHWAY 68, 12.4 FT (3.8 M) WEST OF A FIELD ENTRANCE, 17.0 FT (5.2 M)
 DO4681'NORTH-NORTHEAST OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DO4682 ***********************************************************************
 DO4682  DESIGNATION -  0807 K
 DO4682  PID         -  DO4682
 DO4682  STATE/COUNTY-  MN/BROWN
 DO4682  COUNTRY     -  US
 DO4682  USGS QUAD   -  EVAN (2019)
 DO4682
 DO4682                         *CURRENT SURVEY CONTROL
 DO4682  ______________________________________________________________________
 DO4682* NAD 83(2011) POSITION- 44 20 26.80806(N) 094 45 57.15316(W)   ADJUSTED
 DO4682* NAD 83(2011) ELLIP HT-   282.766 (meters)        (08/29/14)   ADJUSTED
 DO4682* NAD 83(2011) EPOCH   -  2010.00
 DO4682* NAVD 88 ORTHO HEIGHT -   310.669 (meters)     1019.25  (feet) ADJUSTED
 DO4682  ______________________________________________________________________
 DO4682  GEOID HEIGHT    -        -27.903 (meters)                     GEOID18
 DO4682  NAD 83(2011) X  -   -379,636.758 (meters)                     COMP
 DO4682  NAD 83(2011) Y  - -4,553,495.584 (meters)                     COMP
 DO4682  NAD 83(2011) Z  -  4,435,449.355 (meters)                     COMP
 DO4682  LAPLACE CORR    -         -1.82  (seconds)                    DEFLEC18
 DO4682  DYNAMIC HEIGHT  -        310.620 (meters)     1019.09  (feet) COMP
 DO4682  MODELED GRAVITY -    980,451.0   (mgal)                       NAVD 88
 DO4682
 DO4682  VERT ORDER      -  SECOND    CLASS I
 DO4682
 DO4682  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DO4682  Standards:
 DO4682         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DO4682            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DO4682  -------------------------------------------------------------------
 DO4682  NETWORK    0.76   0.65           0.35   0.26   0.33     -0.12230543
 DO4682  -------------------------------------------------------------------
 DO4682  Click here for local accuracies and other accuracy information.
 DO4682
 DO4682.The horizontal coordinates were established by GPS observations
 DO4682.and adjusted by the MN DEPT OF TRANSP in August 2014.
 DO4682
 DO4682.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DO4682.been affixed to the stable North American tectonic plate. See 
 DO4682.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DO4682
 DO4682.The horizontal coordinates are valid at the epoch date displayed above
 DO4682.which is a decimal equivalence of Year/Month/Day.
 DO4682
 DO4682.The orthometric height was determined by differential leveling and
 DO4682.adjusted by the NATIONAL GEODETIC SURVEY
 DO4682.in May 2013.
 DO4682
 DO4682.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO4682.GEOID18 height accuracy estimate available here.
 DO4682
 DO4682.Click photographs - Photos may exist for this station.
 DO4682
 DO4682.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DO4682
 DO4682.The Laplace correction was computed from DEFLEC18 derived deflections.
 DO4682
 DO4682.The ellipsoidal height was determined by GPS observations
 DO4682.and is referenced to NAD 83.
 DO4682
 DO4682.The dynamic height is computed by dividing the NAVD 88
 DO4682.geopotential number by the normal gravity value computed on the
 DO4682.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO4682.degrees latitude (g = 980.6199 gals.).
 DO4682
 DO4682.The modeled gravity was interpolated from observed gravity values.
 DO4682
 DO4682. The following values were computed from the NAD 83(2011) position.
 DO4682
 DO4682;                    North         East     Units Scale Factor Converg.
 DO4682;SPC MN S     -   249,261.816   738,930.114   MT  0.99992596   -0 32 12.6
 DO4682;SPC MN S     -   817,786.47  2,424,306.55   sFT  0.99992596   -0 32 12.6
 DO4682;UTM  15      - 4,911,240.023   359,234.785   MT  0.99984369   -1 14 03.9
 DO4682
 DO4682!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DO4682!SPC MN S     -   0.99995566  x   0.99992596  =   0.99988163
 DO4682!UTM  15      -   0.99995566  x   0.99984369  =   0.99979936
 DO4682
 DO4682_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUK5923411240(NAD 83)
 DO4682
 DO4682                          SUPERSEDED SURVEY CONTROL
 DO4682
 DO4682.No superseded survey control is available for this station.
 DO4682
 DO4682_MARKER: I = METAL ROD
 DO4682_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DO4682_STAMPING: 0807 K 2011
 DO4682_MARK LOGO: MNDT
 DO4682_PROJECTION: RECESSED 8 CENTIMETERS
 DO4682_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DO4682_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DO4682_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DO4682+SATELLITE: SATELLITE OBSERVATIONS - April 10, 2024
 DO4682_ROD/PIPE-DEPTH: 6.1 meters
 DO4682
 DO4682  HISTORY     - Date     Condition        Report By
 DO4682  HISTORY     - 20110802 MONUMENTED       MNDT
 DO4682  HISTORY     - 20120208 GOOD             MNDT
 DO4682  HISTORY     - 20210422 GOOD             MNDT
 DO4682  HISTORY     - 20240410 GOOD             MNDT
 DO4682
 DO4682                          STATION DESCRIPTION
 DO4682
 DO4682'DESCRIBED BY MN DEPT OF TRANSP 2011
 DO4682'THE MARK IS 6 MI (9.7 KM) NORTHWEST OF SLEEPY EYE.
 DO4682'
 DO4682'TO REACH THE MARK GO 2.0 MI (3.2 KM) WEST ALONG TRUNK HIGHWAY 68 FROM
 DO4682'THE JUNCTION OF TRUNK HIGHWAY 68 AND TRUNK HIGHWAY 4 (JUNCTION IS 3.0
 DO4682'MI (4.8 KM) NORTH OF SLEEPY EYE), AT TRUNK HIGHWAY 68 MILE POINT 97.0.
 DO4682'LOCATED 62.3 FT (19.0 M) NORTH OF TRUNK HIGHWAY 68, 17.8 FT (5.4 M)
 DO4682'EAST OF A FIELD ENTRANCE.
 DO4682'
 DO4682'NOTE - THE STATION MARK CONSISTS OF A 3/4 INCH (19 MM) DIAMETER
 DO4682'ALUMINUM ROD DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL MARK
 DO4682'REMOVABLE DISK SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY
 DO4682'A SIX-INCH PVC PIPE BACKFILLED WITH WASHED SAND.
 DO4682
 DO4682                          STATION RECOVERY (2012)
 DO4682
 DO4682'RECOVERY NOTE BY MN DEPT OF TRANSP 2012 (MPP)
 DO4682'3.6 MILES NORTHWEST OF SLEEPY EYE, 2.0 MILES WEST ALONG TRUNK HIGHWAY
 DO4682'68 FROM JUNCTION OF TRUNK HIGHWAY 68 AND TRUNK HIGHWAY 4 (JUNCTION IS
 DO4682'3.0 MILES NORTH OF SLEEPY EYE), AT TRUNK HIGHWAY 68 MILEPOINT 97.0,
 DO4682'62.3 FEET NORTH OF TRUNK HIGHWAY 68, 17.8 FEET EAST OF FIELD ENTRANCE.
 DO4682
 DO4682                          STATION RECOVERY (2021)
 DO4682
 DO4682'RECOVERY NOTE BY MN DEPT OF TRANSP 2021 (KMS)
 DO4682'3.6 MI (5.8 KM) NORTHWEST OF SLEEPY EYE, 2.0 MI (3.2 KM) WEST ALONG
 DO4682'TRUNK HIGHWAY 68 FROM THE JUNCTION OF TRUNK HIGHWAY 68 AND TRUNK
 DO4682'HIGHWAY 4 (THE JUNCTION IS 3.0 MI (4.8 KM) NORTH OF SLEEPY EYE), AT
 DO4682'TRUNK HIGHWAY 68 MILE POINT 97.0, 62.3 FT (19.0 M) NORTH OF TRUNK
 DO4682'HIGHWAY 68, 17.8 FT (5.4 M) EAST OF A FIELD ENTRANCE, 2.0 FT (0.6 M)
 DO4682'WEST OF A WITNESS POST.
 DO4682
 DO4682                          STATION RECOVERY (2024)
 DO4682
 DO4682'RECOVERY NOTE BY MN DEPT OF TRANSP 2024 (KMS)
 DO4682'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DO4685 ***********************************************************************
 DO4685  DESIGNATION -  0807 L
 DO4685  PID         -  DO4685
 DO4685  STATE/COUNTY-  MN/BROWN
 DO4685  COUNTRY     -  US
 DO4685  USGS QUAD   -  EVAN (2019)
 DO4685
 DO4685                         *CURRENT SURVEY CONTROL
 DO4685  ______________________________________________________________________
 DO4685* NAD 83(2011) POSITION- 44 20 25.26133(N) 094 48 21.79418(W)   ADJUSTED
 DO4685* NAD 83(2011) ELLIP HT-   285.112 (meters)        (08/29/14)   ADJUSTED
 DO4685* NAD 83(2011) EPOCH   -  2010.00
 DO4685* NAVD 88 ORTHO HEIGHT -   312.984 (meters)     1026.85  (feet) ADJUSTED
 DO4685  ______________________________________________________________________
 DO4685  GEOID HEIGHT    -        -27.873 (meters)                     GEOID18
 DO4685  NAD 83(2011) X  -   -382,832.691 (meters)                     COMP
 DO4685  NAD 83(2011) Y  - -4,553,263.172 (meters)                     COMP
 DO4685  NAD 83(2011) Z  -  4,435,416.848 (meters)                     COMP
 DO4685  LAPLACE CORR    -         -1.91  (seconds)                    DEFLEC18
 DO4685  DYNAMIC HEIGHT  -        312.934 (meters)     1026.68  (feet) COMP
 DO4685  MODELED GRAVITY -    980,450.3   (mgal)                       NAVD 88
 DO4685
 DO4685  VERT ORDER      -  SECOND    CLASS I
 DO4685
 DO4685  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DO4685  Standards:
 DO4685         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DO4685            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DO4685  -------------------------------------------------------------------
 DO4685  NETWORK    0.65   0.57           0.30   0.22   0.29      0.00711504
 DO4685  -------------------------------------------------------------------
 DO4685  Click here for local accuracies and other accuracy information.
 DO4685
 DO4685.The horizontal coordinates were established by GPS observations
 DO4685.and adjusted by the MN DEPT OF TRANSP in August 2014.
 DO4685
 DO4685.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DO4685.been affixed to the stable North American tectonic plate. See 
 DO4685.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DO4685
 DO4685.The horizontal coordinates are valid at the epoch date displayed above
 DO4685.which is a decimal equivalence of Year/Month/Day.
 DO4685
 DO4685.The orthometric height was determined by differential leveling and
 DO4685.adjusted by the NATIONAL GEODETIC SURVEY
 DO4685.in May 2013.
 DO4685
 DO4685.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO4685.GEOID18 height accuracy estimate available here.
 DO4685
 DO4685.Click photographs - Photos may exist for this station.
 DO4685
 DO4685.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DO4685
 DO4685.The Laplace correction was computed from DEFLEC18 derived deflections.
 DO4685
 DO4685.The ellipsoidal height was determined by GPS observations
 DO4685.and is referenced to NAD 83.
 DO4685
 DO4685.The dynamic height is computed by dividing the NAVD 88
 DO4685.geopotential number by the normal gravity value computed on the
 DO4685.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO4685.degrees latitude (g = 980.6199 gals.).
 DO4685
 DO4685.The modeled gravity was interpolated from observed gravity values.
 DO4685
 DO4685. The following values were computed from the NAD 83(2011) position.
 DO4685
 DO4685;                    North         East     Units Scale Factor Converg.
 DO4685;SPC MN S     -   249,244.884   735,726.001   MT  0.99992598   -0 33 53.9
 DO4685;SPC MN S     -   817,730.92  2,413,794.39   sFT  0.99992598   -0 33 53.9
 DO4685;UTM  15      - 4,911,262.098   356,030.950   MT  0.99985491   -1 15 45.0
 DO4685
 DO4685!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DO4685!SPC MN S     -   0.99995530  x   0.99992598  =   0.99988128
 DO4685!UTM  15      -   0.99995530  x   0.99985491  =   0.99981021
 DO4685
 DO4685_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUK5603011262(NAD 83)
 DO4685
 DO4685                          SUPERSEDED SURVEY CONTROL
 DO4685
 DO4685.No superseded survey control is available for this station.
 DO4685
 DO4685_MARKER: I = METAL ROD
 DO4685_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DO4685_STAMPING: 0807 L 2011
 DO4685_MARK LOGO: MNDT
 DO4685_PROJECTION: RECESSED 8 CENTIMETERS
 DO4685_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DO4685_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DO4685_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DO4685+SATELLITE: SATELLITE OBSERVATIONS - April 10, 2024
 DO4685_ROD/PIPE-DEPTH: 6.1 meters
 DO4685
 DO4685  HISTORY     - Date     Condition        Report By
 DO4685  HISTORY     - 20110802 MONUMENTED       MNDT
 DO4685  HISTORY     - 20120208 GOOD             MNDT
 DO4685  HISTORY     - 20240410 GOOD             MNDT
 DO4685
 DO4685                          STATION DESCRIPTION
 DO4685
 DO4685'DESCRIBED BY MN DEPT OF TRANSP 2011
 DO4685'THE MARK IS 2.0 MI (3.2 KM) SOUTHEAST OF EVANGELICAL.
 DO4685'
 DO4685'TO REACH THE MARK GO 2.1 MI (3.4 KM) SOUTHEAST ALONG TRUNK HIGHWAY 68
 DO4685'FROM THE JUNCTION OF TRUNK HIGHWAY 68 AND COUNTY ROAD 31 IN
 DO4685'EVANGELICAL, AT TRUNK HIGHWAY 68 MILE POINT 95.05.
 DO4685'
 DO4685'LOCATED 105.2 FT (32.1 M) SOUTH OF TRUNK HIGHWAY 68, 68.7 FT (20.9 M)
 DO4685'WEST OF COUNTY ROAD 8, 1.5 FT (0.5 M) NORTH OF A WITNESS POST.
 DO4685'
 DO4685'NOTE - THE STATION MARK CONSISTS OF A 3/4 INCH (19 MM) DIAMETER
 DO4685'ALUMINUM ROD DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL MARK
 DO4685'REMOVABLE DISK SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY
 DO4685'A SIX-INCH PVC PIPE BACKFILLED WITH WASHED SAND.
 DO4685
 DO4685                          STATION RECOVERY (2012)
 DO4685
 DO4685'RECOVERY NOTE BY MN DEPT OF TRANSP 2012 (PXG)
 DO4685'2.0 MILES SOUTHEAST OF EVAN, 2.1 MILES SOUTHEAST ALONG TRUNK HIGHWAY
 DO4685'68 FROM JUNCTION OF TRUNK HIGHWAY 68 AND COUNTY ROAD 31 IN EVAN, AT
 DO4685'TRUNK HIGHWAY 68 MILEPOINT 95.05, 105.2 FEET SOUTH OF TRUNK HIGHWAY
 DO4685'68, 68.7 FEET WEST OF COUNTY ROAD 8, 1.5 FEET NORTH OF WITNESS POST.
 DO4685
 DO4685                          STATION RECOVERY (2024)
 DO4685
 DO4685'RECOVERY NOTE BY MN DEPT OF TRANSP 2024 (KMS)
 DO4685'2.0 MI (3.2 KM) SOUTHEAST OF EVANGELICAL, 2.1 MI (3.4 KM) SOUTHEAST
 DO4685'ALONG TRUNK HIGHWAY 68 FROM THE JUNCTION OF TRUNK HIGHWAY 68 AND
 DO4685'COUNTY ROAD 31 IN EVANGELICAL, AT TRUNK HIGHWAY 68 MILE POINT 95.05,
 DO4685'105.2 FT (32.1 M) SOUTH OF TRUNK HIGHWAY 68, 68.7 FT (20.9 M) WEST OF
 DO4685'COUNTY ROAD 8, 1.5 FT (0.5 M) NORTH OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DO4686 ***********************************************************************
 DO4686  DESIGNATION -  0807 M
 DO4686  PID         -  DO4686
 DO4686  STATE/COUNTY-  MN/BROWN
 DO4686  COUNTRY     -  US
 DO4686  USGS QUAD   -  EVAN (2019)
 DO4686
 DO4686                         *CURRENT SURVEY CONTROL
 DO4686  ______________________________________________________________________
 DO4686* NAD 83(2011) POSITION- 44 20 39.52721(N) 094 49 28.53632(W)   ADJUSTED
 DO4686* NAD 83(2011) ELLIP HT-   283.700 (meters)        (08/29/14)   ADJUSTED
 DO4686* NAD 83(2011) EPOCH   -  2010.00
 DO4686* NAVD 88 ORTHO HEIGHT -   311.556 (meters)     1022.16  (feet) ADJUSTED
 DO4686  ______________________________________________________________________
 DO4686  GEOID HEIGHT    -        -27.858 (meters)                     GEOID18
 DO4686  NAD 83(2011) X  -   -384,280.022 (meters)                     COMP
 DO4686  NAD 83(2011) Y  - -4,552,831.359 (meters)                     COMP
 DO4686  NAD 83(2011) Z  -  4,435,730.793 (meters)                     COMP
 DO4686  LAPLACE CORR    -         -1.85  (seconds)                    DEFLEC18
 DO4686  DYNAMIC HEIGHT  -        311.506 (meters)     1022.00  (feet) COMP
 DO4686  MODELED GRAVITY -    980,450.2   (mgal)                       NAVD 88
 DO4686
 DO4686  VERT ORDER      -  SECOND    CLASS I
 DO4686
 DO4686  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DO4686  Standards:
 DO4686         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DO4686            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DO4686  -------------------------------------------------------------------
 DO4686  NETWORK    0.72   0.61           0.34   0.23   0.31      0.03479706
 DO4686  -------------------------------------------------------------------
 DO4686  Click here for local accuracies and other accuracy information.
 DO4686
 DO4686.The horizontal coordinates were established by GPS observations
 DO4686.and adjusted by the MN DEPT OF TRANSP in August 2014.
 DO4686
 DO4686.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DO4686.been affixed to the stable North American tectonic plate. See 
 DO4686.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DO4686
 DO4686.The horizontal coordinates are valid at the epoch date displayed above
 DO4686.which is a decimal equivalence of Year/Month/Day.
 DO4686
 DO4686.The orthometric height was determined by differential leveling and
 DO4686.adjusted by the NATIONAL GEODETIC SURVEY
 DO4686.in May 2013.
 DO4686
 DO4686.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO4686.GEOID18 height accuracy estimate available here.
 DO4686
 DO4686.Click photographs - Photos may exist for this station.
 DO4686
 DO4686.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DO4686
 DO4686.The Laplace correction was computed from DEFLEC18 derived deflections.
 DO4686
 DO4686.The ellipsoidal height was determined by GPS observations
 DO4686.and is referenced to NAD 83.
 DO4686
 DO4686.The dynamic height is computed by dividing the NAVD 88
 DO4686.geopotential number by the normal gravity value computed on the
 DO4686.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO4686.degrees latitude (g = 980.6199 gals.).
 DO4686
 DO4686.The modeled gravity was interpolated from observed gravity values.
 DO4686
 DO4686. The following values were computed from the NAD 83(2011) position.
 DO4686
 DO4686;                    North         East     Units Scale Factor Converg.
 DO4686;SPC MN S     -   249,699.911   734,252.171   MT  0.99992579   -0 34 40.7
 DO4686;SPC MN S     -   819,223.79  2,408,959.00   sFT  0.99992579   -0 34 40.7
 DO4686;UTM  15      - 4,911,735.001   354,562.869   MT  0.99986013   -1 16 32.0
 DO4686
 DO4686!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DO4686!SPC MN S     -   0.99995552  x   0.99992579  =   0.99988131
 DO4686!UTM  15      -   0.99995552  x   0.99986013  =   0.99981565
 DO4686
 DO4686_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUK5456211735(NAD 83)
 DO4686
 DO4686                          SUPERSEDED SURVEY CONTROL
 DO4686
 DO4686.No superseded survey control is available for this station.
 DO4686
 DO4686_MARKER: I = METAL ROD
 DO4686_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DO4686_STAMPING: 0807 M 2011
 DO4686_MARK LOGO: MNDT
 DO4686_PROJECTION: RECESSED 5 CENTIMETERS
 DO4686_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DO4686_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DO4686_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DO4686+SATELLITE: SATELLITE OBSERVATIONS - April 11, 2024
 DO4686_ROD/PIPE-DEPTH: 6.1 meters
 DO4686
 DO4686  HISTORY     - Date     Condition        Report By
 DO4686  HISTORY     - 20110802 MONUMENTED       MNDT
 DO4686  HISTORY     - 20120208 GOOD             MNDT
 DO4686  HISTORY     - 20210422 GOOD             MNDT
 DO4686  HISTORY     - 20240411 GOOD             MNDT
 DO4686
 DO4686                          STATION DESCRIPTION
 DO4686
 DO4686'DESCRIBED BY MN DEPT OF TRANSP 2011
 DO4686'THE MARK IS 1.2 MI (1.9 KM) SOUTHEAST OF EVANGELICAL.
 DO4686'
 DO4686'TO REACH THE MARK GO 1.05 MI (1.7 KM) SOUTHEAST ALONG TRUNK HIGHWAY 68
 DO4686'FROM THE JUNCTION OF TRUNK HIGHWAY 68 AND COUNTY ROAD 31 IN
 DO4686'EVANGELICAL, AT TRUNK HIGHWAY 68 MILE POINT 94.0.
 DO4686'
 DO4686'LOCATED 66.8 FT (20.4 M) NORTHEAST OF TRUNK HIGHWAY 68, 1.5 FT (0.5 M)
 DO4686'NORTHWEST OF A WITNESS POST.
 DO4686'
 DO4686'NOTE - THE STATION MARK CONSISTS OF A 3/4 INCH (19 MM) DIAMETER
 DO4686'ALUMINUM ROD DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL MARK
 DO4686'REMOVABLE DISK SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY
 DO4686'A SIX-INCH PVC PIPE BACKFILLED WITH WASHED SAND.
 DO4686
 DO4686                          STATION RECOVERY (2012)
 DO4686
 DO4686'RECOVERY NOTE BY MN DEPT OF TRANSP 2012 (KXS)
 DO4686'1.2 MILES SOUTHEAST OF EVAN, 1.05 MILES SOUTHEAST ALONG TRUNK HIGHWAY
 DO4686'68 FROM JUNCTION OF TRUNK HIGHWAY 68 AND COUNTY ROAD 31 IN EVAN, AT
 DO4686'TRUNK HIGHWAY 68 MILEPOINT 94.0, 66.8 FEET NORTHEAST OF TRUNK HIGHWAY
 DO4686'68, 1.5 FEET NORTHWEST OF WITNESS POST.
 DO4686
 DO4686                          STATION RECOVERY (2021)
 DO4686
 DO4686'RECOVERY NOTE BY MN DEPT OF TRANSP 2021 (KMS)
 DO4686'RECOVERED IN GOOD CONDITION.
 DO4686
 DO4686                          STATION RECOVERY (2024)
 DO4686
 DO4686'RECOVERY NOTE BY MN DEPT OF TRANSP 2024 (KMS)
 DO4686'1.2 MI (1.9 KM) SOUTHEAST OF EVANGELICAL, 1.05 MI (1.69 KM) SOUTHEAST
 DO4686'ALONG TRUNK HIGHWAY 68 FROM THE JUNCTION OF TRUNK HIGHWAY 68 AND
 DO4686'COUNTY ROAD 31 IN EVANGELICAL, AT TRUNK HIGHWAY 68 MILE POINT 94.0,
 DO4686'66.8 FT (20.4 M) NORTHEAST OF TRUNK HIGHWAY 68, 1.5 FT (0.5 M)
 DO4686'NORTHWEST OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DP8012 ***********************************************************************
 DP8012  DESIGNATION -  0808 A
 DP8012  PID         -  DP8012
 DP8012  STATE/COUNTY-  MN/BROWN
 DP8012  COUNTRY     -  US
 DP8012  USGS QUAD   -  HANSKA (2019)
 DP8012
 DP8012                         *CURRENT SURVEY CONTROL
 DP8012  ______________________________________________________________________
 DP8012* NAD 83(1986) POSITION- 44 08 16.14   (N) 094 26 21.68   (W)   HD_HELD1
 DP8012* NAVD 88 ORTHO HEIGHT -   308.454 (meters)     1011.99  (feet) ADJUSTED
 DP8012  ______________________________________________________________________
 DP8012  GEOID HEIGHT    -        -28.102 (meters)                     GEOID18
 DP8012  DYNAMIC HEIGHT  -        308.401 (meters)     1011.81  (feet) COMP
 DP8012  MODELED GRAVITY -    980,436.9   (mgal)                       NAVD 88
 DP8012
 DP8012  VERT ORDER      -  SECOND    CLASS I
 DP8012
 DP8012.The horizontal coordinates were determined by differentially corrected
 DP8012.hand held GPS observations or other comparable positioning techniques
 DP8012.and have an estimated accuracy of +/- 3 meters.
 DP8012
 DP8012.The orthometric height was determined by differential leveling and
 DP8012.adjusted by the NATIONAL GEODETIC SURVEY
 DP8012.in May 2016.
 DP8012
 DP8012.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP8012.GEOID18 height accuracy estimate available here.
 DP8012
 DP8012.Click photographs - Photos may exist for this station.
 DP8012
 DP8012.The dynamic height is computed by dividing the NAVD 88
 DP8012.geopotential number by the normal gravity value computed on the
 DP8012.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP8012.degrees latitude (g = 980.6199 gals.).
 DP8012
 DP8012.The modeled gravity was interpolated from observed gravity values.
 DP8012
 DP8012;                    North         East    Units  Estimated Accuracy
 DP8012;SPC MN S     -   226,519.0     764,844.8     MT  (+/- 3 meters HH1 GPS) 
 DP8012
 DP8012_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUJ8486888187(NAD 83)
 DP8012
 DP8012                          SUPERSEDED SURVEY CONTROL
 DP8012
 DP8012.No superseded survey control is available for this station.
 DP8012
 DP8012_MARKER: I = METAL ROD
 DP8012_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DP8012_STAMPING: 0808 A 2014
 DP8012_MARK LOGO: MNDT
 DP8012_PROJECTION: RECESSED 8 CENTIMETERS
 DP8012_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DP8012_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DP8012_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP8012+SATELLITE: SATELLITE OBSERVATIONS - April 02, 2024
 DP8012_ROD/PIPE-DEPTH: 6.7 meters
 DP8012
 DP8012  HISTORY     - Date     Condition        Report By
 DP8012  HISTORY     - 20140422 MONUMENTED       MNDT
 DP8012  HISTORY     - 20240402 GOOD             MNDT
 DP8012
 DP8012                          STATION DESCRIPTION
 DP8012
 DP8012'DESCRIBED BY MN DEPT OF TRANSP 2014
 DP8012'THE STATION IS LOCATED ABOUT 6.1 MI (9.8 KM) NORTH OF MADELIA, 5.7 MI
 DP8012'(9.2 KM) NORTHWEST OF PERTH AND 2.8 MI (4.5 KM) EAST-SOUTHEAST OF
 DP8012'HANSKA.
 DP8012'
 DP8012'TO REACH THE MARK GO 3.0 MI (4.8 KM) EAST ALONG TRUNK HIGHWAY 257 FROM
 DP8012'THE JUNCTION OF TRUNK HIGHWAY 257 AND COUNTY ROAD 13 IN HANSKA, AT
 DP8012'TRUNK HIGHWAY 257 MILE POINT 3.0.
 DP8012'
 DP8012'THE MARK IS LOCATED 513.0 FT (156.4 M) SOUTH OF TRUNK HIGHWAY 257,
 DP8012'37.0 FT (11.3 M) EAST OF 135TH AVENUE, 20.0 FT (6.1 M) NORTH OF A
 DP8012'FIELD ENTRANCE, 1.5 FT (0.5 M) WEST OF A WITNESS POST.
 DP8012'
 DP8012'NOTE - THE STATION STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER
 DP8012'ALUMINUM ROD DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION
 DP8012'REMOVABLE DISK SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY
 DP8012'A SIX-INCH PVC PIPE BACK FILLED WITH WASHED SAND.
 DP8012
 DP8012                          STATION RECOVERY (2024)
 DP8012
 DP8012'RECOVERY NOTE BY MN DEPT OF TRANSP 2024 (BTB)
 DP8012'3.0 MI (4.8 KM) EAST OF HANSKA, 3.0 MI (4.8 KM) EAST ALONG TRUNK
 DP8012'HIGHWAY 257 FROM THE JUNCTION OF TRUNK HIGHWAY 257 AND COUNTY ROAD 13
 DP8012'IN HANSKA, AT TRUNK HIGHWAY 257 MILE POINT 3.0, 513.0 FT (156.4 M)
 DP8012'SOUTH OF TRUNK HIGHWAY 257, 37.0 FT (11.3 M) EAST OF 135TH AVENUE,
 DP8012'20.0 FT (6.1 M) NORTH OF A FIELD ENTRANCE, 1.5 FT (0.5 M) WEST OF A
 DP8012'WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DP8013 ***********************************************************************
 DP8013  DESIGNATION -  0808 B
 DP8013  PID         -  DP8013
 DP8013  STATE/COUNTY-  MN/BROWN
 DP8013  COUNTRY     -  US
 DP8013  USGS QUAD   -  HANSKA (2019)
 DP8013
 DP8013                         *CURRENT SURVEY CONTROL
 DP8013  ______________________________________________________________________
 DP8013* NAD 83(1986) POSITION- 44 08 45.69   (N) 094 28 46.35   (W)   HD_HELD1
 DP8013* NAVD 88 ORTHO HEIGHT -   308.980 (meters)     1013.71  (feet) ADJUSTED
 DP8013  ______________________________________________________________________
 DP8013  GEOID HEIGHT    -        -28.073 (meters)                     GEOID18
 DP8013  DYNAMIC HEIGHT  -        308.927 (meters)     1013.54  (feet) COMP
 DP8013  MODELED GRAVITY -    980,437.1   (mgal)                       NAVD 88
 DP8013
 DP8013  VERT ORDER      -  SECOND    CLASS I
 DP8013
 DP8013.The horizontal coordinates were determined by differentially corrected
 DP8013.hand held GPS observations or other comparable positioning techniques
 DP8013.and have an estimated accuracy of +/- 3 meters.
 DP8013
 DP8013.The orthometric height was determined by differential leveling and
 DP8013.adjusted by the NATIONAL GEODETIC SURVEY
 DP8013.in May 2016.
 DP8013
 DP8013.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP8013.GEOID18 height accuracy estimate available here.
 DP8013
 DP8013.Click photographs - Photos may exist for this station.
 DP8013
 DP8013.The dynamic height is computed by dividing the NAVD 88
 DP8013.geopotential number by the normal gravity value computed on the
 DP8013.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP8013.degrees latitude (g = 980.6199 gals.).
 DP8013
 DP8013.The modeled gravity was interpolated from observed gravity values.
 DP8013
 DP8013;                    North         East    Units  Estimated Accuracy
 DP8013;SPC MN S     -   227,449.1     761,634.7     MT  (+/- 3 meters HH1 GPS) 
 DP8013
 DP8013_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUJ8166989155(NAD 83)
 DP8013
 DP8013                          SUPERSEDED SURVEY CONTROL
 DP8013
 DP8013.No superseded survey control is available for this station.
 DP8013
 DP8013_MARKER: I = METAL ROD
 DP8013_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DP8013_STAMPING: 0808 B 2014
 DP8013_MARK LOGO: MNDT
 DP8013_PROJECTION: RECESSED 8 CENTIMETERS
 DP8013_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DP8013_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DP8013_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP8013+SATELLITE: SATELLITE OBSERVATIONS - April 02, 2024
 DP8013_ROD/PIPE-DEPTH: 6.1 meters
 DP8013
 DP8013  HISTORY     - Date     Condition        Report By
 DP8013  HISTORY     - 20140423 MONUMENTED       MNDT
 DP8013  HISTORY     - 20240402 GOOD             MNDT
 DP8013
 DP8013                          STATION DESCRIPTION
 DP8013
 DP8013'DESCRIBED BY MN DEPT OF TRANSP 2014
 DP8013'THE STATION IS LOCATED ABOUT 7.2 MI (11.6 KM) NORTH-NORTHWEST OF
 DP8013'MADELIA, 6.9 MI (11.1 KM) NORTHEAST OF LA SALLE AND 0.7 MI (1.1 KM)
 DP8013'EAST-SOUTHEAST OF HANSKA.
 DP8013'
 DP8013'TO REACH THE MARK GO 0.75 MI (1.2 KM) EAST ALONG TRUNK HIGHWAY 257
 DP8013'FROM THE JUNCTION OF TRUNK HIGHWAY 257 AND COUNTY ROAD 13 IN HANSKA,
 DP8013'AT TRUNK HIGHWAY 257 MILE POINT 0.75.
 DP8013'
 DP8013'THE MARK IS LOCATED 54.3 FT (16.6 M) NORTH OF TRUNK HIGHWAY 257, 32.5
 DP8013'FT (9.9 M) EAST OF 155TH AVENUE, 1.5 FT (0.5 M) WEST OF A WITNESS
 DP8013'POST.
 DP8013'
 DP8013'NOTE - THE STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM
 DP8013'ROD DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION REMOVABLE
 DP8013'DISK SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH
 DP8013'PVC PIPE BACK FILLED WITH WASHED SAND.
 DP8013
 DP8013                          STATION RECOVERY (2024)
 DP8013
 DP8013'RECOVERY NOTE BY MN DEPT OF TRANSP 2024 (BTB)
 DP8013'0.75 MI (1.21 KM) EAST OF HANSKA, 0.75 MI (1.21 KM) EAST ALONG TRUNK
 DP8013'HIGHWAY 257 FROM THE JUNCTION OF TRUNK HIGHWAY 257 AND COUNTY ROAD 13
 DP8013'IN HANSKA, AT TRUNK HIGHWAY 257 MILE POINT 0.75, 54.3 FT (16.6 M)
 DP8013'NORTH OF TRUNK HIGHWAY 257, 32.5 FT (9.9 M) EAST OF 155TH AVENUE, 1.5
 DP8013'FT (0.5 M) WEST OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DO6875 ***********************************************************************
 DO6875  DESIGNATION -  082
 DO6875  PID         -  DO6875
 DO6875  STATE/COUNTY-  MN/TRAVERSE
 DO6875  COUNTRY     -  US
 DO6875  USGS QUAD   -  DUMONT (2019)
 DO6875
 DO6875                         *CURRENT SURVEY CONTROL
 DO6875  ______________________________________________________________________
 DO6875* NAD 83(2011) POSITION- 45 42 02.18037(N) 096 26 53.50643(W)   ADJUSTED
 DO6875* NAD 83(2011) ELLIP HT-   292.142 (meters)        (03/11/15)   ADJUSTED
 DO6875* NAD 83(2011) EPOCH   -  2010.00
 DO6875* NAVD 88 ORTHO HEIGHT -   318.382 (meters)     1044.56  (feet) ADJUSTED
 DO6875  ______________________________________________________________________
 DO6875  GEOID HEIGHT    -        -26.256 (meters)                     GEOID18
 DO6875  NAD 83(2011) X  -   -501,149.228 (meters)                     COMP
 DO6875  NAD 83(2011) Y  - -4,434,171.215 (meters)                     COMP
 DO6875  NAD 83(2011) Z  -  4,542,277.905 (meters)                     COMP
 DO6875  LAPLACE CORR    -         -0.41  (seconds)                    DEFLEC18
 DO6875  DYNAMIC HEIGHT  -        318.373 (meters)     1044.53  (feet) COMP
 DO6875  MODELED GRAVITY -    980,578.7   (mgal)                       NAVD 88
 DO6875
 DO6875  VERT ORDER      -  SECOND    CLASS I
 DO6875
 DO6875  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DO6875  Standards:
 DO6875         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DO6875            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DO6875  -------------------------------------------------------------------
 DO6875  NETWORK    0.85   0.73           0.40   0.26   0.37      0.23938020
 DO6875  -------------------------------------------------------------------
 DO6875  Click here for local accuracies and other accuracy information.
 DO6875
 DO6875.The horizontal coordinates were established by GPS observations
 DO6875.and adjusted by the MN DEPT OF TRANSP in March 2015.
 DO6875
 DO6875.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DO6875.been affixed to the stable North American tectonic plate. See 
 DO6875.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DO6875
 DO6875.The horizontal coordinates are valid at the epoch date displayed above
 DO6875.which is a decimal equivalence of Year/Month/Day.
 DO6875
 DO6875.The orthometric height was determined by differential leveling and
 DO6875.adjusted by the NATIONAL GEODETIC SURVEY
 DO6875.in March 2020.
 DO6875
 DO6875.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO6875.GEOID18 height accuracy estimate available here.
 DO6875
 DO6875.Click photographs - Photos may exist for this station.
 DO6875
 DO6875.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DO6875
 DO6875.The Laplace correction was computed from DEFLEC18 derived deflections.
 DO6875
 DO6875.The ellipsoidal height was determined by GPS observations
 DO6875.and is referenced to NAD 83.
 DO6875
 DO6875.The dynamic height is computed by dividing the NAVD 88
 DO6875.geopotential number by the normal gravity value computed on the
 DO6875.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO6875.degrees latitude (g = 980.6199 gals.).
 DO6875
 DO6875.The modeled gravity was interpolated from observed gravity values.
 DO6875
 DO6875. The following values were computed from the NAD 83(2011) position.
 DO6875
 DO6875;                    North         East     Units Scale Factor Converg.
 DO6875;SPC MN C     -   180,245.575   628,829.313   MT  0.99998287   -1 35 24.5
 DO6875;SPC MN C     -   591,355.69  2,063,084.17   sFT  0.99998287   -1 35 24.5
 DO6875;UTM  14      - 5,063,950.724   698,653.548   MT  1.00008519   +1 49 36.9
 DO6875
 DO6875!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DO6875!SPC MN C     -   0.99995420  x   0.99998287  =   0.99993707
 DO6875!UTM  14      -   0.99995420  x   1.00008519  =   1.00003939
 DO6875
 DO6875_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPR9865363950(NAD 83)
 DO6875
 DO6875                          SUPERSEDED SURVEY CONTROL
 DO6875
 DO6875  NAVD 88 (06/17/14)  318.408  (m)         1044.64   (f) SUPERSEDED  2 1
 DO6875
 DO6875.Superseded values are not recommended for survey control.
 DO6875
 DO6875.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DO6875.See file dsdata.pdf to determine how the superseded data were derived.
 DO6875
 DO6875_MARKER: DB = BENCH MARK DISK
 DO6875_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DO6875_STAMPING: 082
 DO6875_MARK LOGO: BOISDE
 DO6875_PROJECTION: FLUSH
 DO6875_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DO6875_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DO6875_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DO6875+SATELLITE: SATELLITE OBSERVATIONS - June 16, 2021
 DO6875
 DO6875  HISTORY     - Date     Condition        Report By
 DO6875  HISTORY     - 20080401 MONUMENTED       BOISDE
 DO6875  HISTORY     - 20120821 GOOD             MNDT
 DO6875  HISTORY     - 20130709 GOOD             MNDT
 DO6875  HISTORY     - 20210616 GOOD             MNDT
 DO6875
 DO6875                          STATION DESCRIPTION
 DO6875
 DO6875'DESCRIBED BY MN DEPT OF TRANSP 2012 (KMS)
 DO6875'THE BENCH MARK IS LOCATED ABOUT 9.1 MI (14.6 KM) NORTH OF GRACEVILLE,
 DO6875'7.6 MI (12.2 KM) SOUTH-SOUTHEAST OF WHEATON AND 1.5 MI (2.4 KM)
 DO6875'SOUTHWEST OF DUMONT.
 DO6875'
 DO6875'1.5 MI SOUTHWEST OF DUMONT, 1.1 MI (1.8 KM) WEST ALONG COUNTY ROAD 6
 DO6875'FROM THE JUNCTION OF COUNTY ROAD 6 AND TRUNK HIGHWAY 75 IN DUMONT,
 DO6875'THEN 1.05 MI (1.7 KM) SOUTH ALONG GRAVEL ROAD.
 DO6875'
 DO6875'THE BENCH MARK IS FOUND 260.0 FT (79.2 M) SOUTH OF A GRAVEL ROAD,
 DO6875'118.0 FT (36.0 M) SOUTH OF A FIELD ENTRANCE, 40.0 FT (12.2 M) WEST OF
 DO6875'A MINIMUM MAINTENANCE ROAD, 12.20 FT (3.7 M) SOUTH OF A POWER POLE AND
 DO6875'3.3 FT (1.0 M) SOUTH OF A WITNESS POST.
 DO6875
 DO6875                          STATION RECOVERY (2013)
 DO6875
 DO6875'RECOVERY NOTE BY MN DEPT OF TRANSP 2013 (AXD)
 DO6875'RECOVERED AS DESCRIBED.
 DO6875
 DO6875                          STATION RECOVERY (2021)
 DO6875
 DO6875'RECOVERY NOTE BY MN DEPT OF TRANSP 2021 (TJD)
 DO6875'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DP6673 ***********************************************************************
 DP6673  DESIGNATION -  083
 DP6673  PID         -  DP6673
 DP6673  STATE/COUNTY-  MN/TRAVERSE
 DP6673  COUNTRY     -  US
 DP6673  USGS QUAD   -  DUMONT (2019)
 DP6673
 DP6673                         *CURRENT SURVEY CONTROL
 DP6673  ______________________________________________________________________
 DP6673* NAD 83(2011) POSITION- 45 42 04.19506(N) 096 23 10.07324(W)   ADJUSTED
 DP6673* NAD 83(2011) ELLIP HT-   292.769 (meters)        (03/11/15)   ADJUSTED
 DP6673* NAD 83(2011) EPOCH   -  2010.00
 DP6673* NAVD 88 ORTHO HEIGHT -   319.0   (meters)     1047.    (feet) GPS OBS
 DP6673  ______________________________________________________________________
 DP6673  NAVD 88 orthometric height was determined with geoid model    GEOID12A
 DP6673  GEOID HEIGHT    -        -26.261 (meters)                     GEOID12A
 DP6673  GEOID HEIGHT    -        -26.262 (meters)                     GEOID18
 DP6673  NAD 83(2011) X  -   -496,340.784 (meters)                     COMP
 DP6673  NAD 83(2011) Y  - -4,434,667.668 (meters)                     COMP
 DP6673  NAD 83(2011) Z  -  4,542,321.797 (meters)                     COMP
 DP6673  LAPLACE CORR    -         -0.14  (seconds)                    DEFLEC18
 DP6673
 DP6673  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DP6673  Standards:
 DP6673         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DP6673            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DP6673  -------------------------------------------------------------------
 DP6673  NETWORK    0.70   0.59           0.32   0.22   0.30      0.34730668
 DP6673  -------------------------------------------------------------------
 DP6673  Click here for local accuracies and other accuracy information.
 DP6673
 DP6673.The horizontal coordinates were established by GPS observations
 DP6673.and adjusted by the MN DEPT OF TRANSP in March 2015.
 DP6673
 DP6673.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DP6673.been affixed to the stable North American tectonic plate. See 
 DP6673.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DP6673
 DP6673.The horizontal coordinates are valid at the epoch date displayed above
 DP6673.which is a decimal equivalence of Year/Month/Day.
 DP6673
 DP6673.The orthometric height was determined by GPS observations and a
 DP6673.high-resolution geoid model.
 DP6673
 DP6673.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP6673.GEOID18 height accuracy estimate available here.
 DP6673
 DP6673.Click photographs - Photos may exist for this station.
 DP6673
 DP6673.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DP6673
 DP6673.The Laplace correction was computed from DEFLEC18 derived deflections.
 DP6673
 DP6673.The ellipsoidal height was determined by GPS observations
 DP6673.and is referenced to NAD 83.
 DP6673
 DP6673. The following values were computed from the NAD 83(2011) position.
 DP6673
 DP6673;                    North         East     Units Scale Factor Converg.
 DP6673;SPC MN C     -   180,175.516   633,662.705   MT  0.99998276   -1 32 42.9
 DP6673;SPC MN C     -   591,125.84  2,078,941.72   sFT  0.99998276   -1 32 42.9
 DP6673;UTM  14      - 5,064,168.886   703,483.075   MT  1.00010907   +1 52 17.1
 DP6673
 DP6673!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DP6673!SPC MN C     -   0.99995410  x   0.99998276  =   0.99993686
 DP6673!UTM  14      -   0.99995410  x   1.00010907  =   1.00006317
 DP6673
 DP6673_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQR0348364168(NAD 83)
 DP6673
 DP6673                          SUPERSEDED SURVEY CONTROL
 DP6673
 DP6673.No superseded survey control is available for this station.
 DP6673
 DP6673_MARKER: DB = BENCH MARK DISK
 DP6673_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 DP6673+WITH SETTING: INFORMATION.
 DP6673_STAMPING: 083
 DP6673_MARK LOGO: BOISDE
 DP6673_PROJECTION: FLUSH
 DP6673_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DP6673_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DP6673_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP6673+SATELLITE: SATELLITE OBSERVATIONS - July 09, 2013
 DP6673
 DP6673  HISTORY     - Date     Condition        Report By
 DP6673  HISTORY     - 20080401 MONUMENTED       BOISDE
 DP6673  HISTORY     - 20130709 GOOD             MNDT
 DP6673
 DP6673                          STATION DESCRIPTION
 DP6673
 DP6673'DESCRIBED BY MN DEPT OF TRANSP 2013 (BEN)
 DP6673'2.0 MILES SOUTHEAST OF DUMONT, 1.95 MILES EAST ALONG COUNTY ROAD 6
 DP6673'FROM JUNCTION OF COUNTY ROAD 6 AND TRUNK HIGHWAY 75 IN DUMONT, THEN
 DP6673'1.0 MILE SOUTH ALONG COUNTY ROAD 71, 31.0 FEET WEST OF COUNTY ROAD 71,
 DP6673'32.0 FEET NORTH OF MAINTENANCE ROAD, 2.0 FEET EAST OF WITNESS POST.
 DP6673'ROD DEPTH UNKNOWN.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DK4038 ***********************************************************************
 DK4038  DESIGNATION -  085
 DK4038  PID         -  DK4038
 DK4038  STATE/COUNTY-  MN/TRAVERSE
 DK4038  COUNTRY     -  US
 DK4038  USGS QUAD   -  BEARDSLEY NW (2019)
 DK4038
 DK4038                         *CURRENT SURVEY CONTROL
 DK4038  ______________________________________________________________________
 DK4038* NAD 83(2011) POSITION- 45 38 37.38917(N) 096 40 38.06080(W)   ADJUSTED
 DK4038* NAD 83(2011) ELLIP HT-   321.255 (meters)        (06/27/12)   ADJUSTED
 DK4038* NAD 83(2011) EPOCH   -  2010.00
 DK4038* NAVD 88 ORTHO HEIGHT -   347.4   (meters)     1140.    (feet) GPS OBS
 DK4038  ______________________________________________________________________
 DK4038  NAVD 88 orthometric height was determined with geoid model    GEOID03
 DK4038  GEOID HEIGHT    -        -26.077 (meters)                     GEOID03
 DK4038  GEOID HEIGHT    -        -26.128 (meters)                     GEOID18
 DK4038  NAD 83(2011) X  -   -519,399.307 (meters)                     COMP
 DK4038  NAD 83(2011) Y  - -4,436,645.083 (meters)                     COMP
 DK4038  NAD 83(2011) Z  -  4,537,880.493 (meters)                     COMP
 DK4038  LAPLACE CORR    -         -1.18  (seconds)                    DEFLEC18
 DK4038
 DK4038  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DK4038  Standards:
 DK4038         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DK4038            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DK4038  -------------------------------------------------------------------
 DK4038  NETWORK    0.48   0.57           0.22   0.17   0.29      0.00530068
 DK4038  -------------------------------------------------------------------
 DK4038  Click here for local accuracies and other accuracy information.
 DK4038
 DK4038.The horizontal coordinates were established by GPS observations
 DK4038.and adjusted by the National Geodetic Survey in June 2012.
 DK4038
 DK4038.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DK4038.been affixed to the stable North American tectonic plate. See 
 DK4038.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DK4038
 DK4038.The horizontal coordinates are valid at the epoch date displayed above
 DK4038.which is a decimal equivalence of Year/Month/Day.
 DK4038
 DK4038.The orthometric height was determined by GPS observations and a
 DK4038.high-resolution geoid model.
 DK4038
 DK4038.Significant digits in the geoid height do not necessarily reflect accuracy.
 DK4038.GEOID18 height accuracy estimate available here.
 DK4038
 DK4038.Click photographs - Photos may exist for this station.
 DK4038
 DK4038.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DK4038
 DK4038.The Laplace correction was computed from DEFLEC18 derived deflections.
 DK4038
 DK4038.The ellipsoidal height was determined by GPS observations
 DK4038.and is referenced to NAD 83.
 DK4038
 DK4038. The following values were computed from the NAD 83(2011) position.
 DK4038
 DK4038;                    North         East     Units Scale Factor Converg.
 DK4038;SPC MN C     -   174,446.746   610,805.636   MT  0.99999425   -1 45 21.0
 DK4038;SPC MN C     -   572,330.70  2,003,951.49   sFT  0.99999425   -1 45 21.0
 DK4038;UTM  14      - 5,057,087.557   681,006.575   MT  1.00000282   +1 39 40.5
 DK4038
 DK4038!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DK4038!SPC MN C     -   0.99994964  x   0.99999425  =   0.99994389
 DK4038!UTM  14      -   0.99994964  x   1.00000282  =   0.99995246
 DK4038
 DK4038_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPR8100657087(NAD 83)
 DK4038
 DK4038                          SUPERSEDED SURVEY CONTROL
 DK4038
 DK4038  NAD 83(2007)-  45 38 37.38914(N)    096 40 38.06180(W) AD(2002.00) 1
 DK4038  ELLIP H (07/09/09)  321.285  (m)                       GP(2002.00) 3 1
 DK4038  NAD 83(1996)-  45 38 37.38857(N)    096 40 38.06136(W) AD(       ) 1
 DK4038  ELLIP H (03/06/08)  321.320  (m)                       GP(       ) 3 1
 DK4038
 DK4038.Superseded values are not recommended for survey control.
 DK4038
 DK4038.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK4038.See file dsdata.pdf to determine how the superseded data were derived.
 DK4038
 DK4038_MARKER: DB = BENCH MARK DISK
 DK4038_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DK4038_STAMPING: 085
 DK4038_MARK LOGO: BOISDE
 DK4038_PROJECTION: FLUSH
 DK4038_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DK4038_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DK4038_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DK4038+SATELLITE: SATELLITE OBSERVATIONS - June 08, 2021
 DK4038_ROD/PIPE-DEPTH: 3.0 meters
 DK4038
 DK4038  HISTORY     - Date     Condition        Report By
 DK4038  HISTORY     - 20050517 MONUMENTED       BOISDE
 DK4038  HISTORY     - 20100831 GOOD             MNDT
 DK4038  HISTORY     - 20130708 GOOD             MNDT
 DK4038  HISTORY     - 20210608 GOOD             MNDT
 DK4038
 DK4038                          STATION DESCRIPTION
 DK4038
 DK4038'DESCRIBED BY BOIS DE SIOUX WATERSHEAD DISTRICT MN 2005
 DK4038'7 MILES NORTH NORTHEAST OF BEARDSLEY, 1.82 MILES NORTH ALONG COUNTY
 DK4038'ROAD 1 FROM THE JUNCTION OF TRUNK HIGHWAY 28 AND COUNTY ROAD 1 EAST OF
 DK4038'BEARDSLEY, THEN 0.99 MILE EAST ON COUNTY ROAD 3 AND COUNTY ROAD 1,
 DK4038'THEN 3.93 MILES NORTH ON COUNTY ROAD 3, 87.0 FEET SOUTH OF COUNTY ROAD
 DK4038'4, 65.0 FEET EAST OF COUNTY ROAD 3, 3.5 FEET SOUTH OF WITNESS POST.
 DK4038'BOIS DE SIOUX WATERSHED DISTRICT, ROD DEPTH IS UNKNOWN
 DK4038
 DK4038                          STATION RECOVERY (2010)
 DK4038
 DK4038'RECOVERY NOTE BY MN DEPT OF TRANSP 2010 (KMS)
 DK4038'7.0 MI (11.3 KM) NORTH-NORTHEAST OF BEARDSLEY, 1.8 MI (2.9 KM) NORTH
 DK4038'ALONG COUNTY ROAD 1 FROM THE JUNCTION OF TRUNK HIGHWAY 28 AND COUNTY
 DK4038'ROAD 1 THEN 1 MI (1.6 KM) EAST ON COUNTY ROAD 3 AND COUNTY ROAD 1,
 DK4038'THEN 3.9 MI (6.3 KM) NORTH ON COUNTY ROAD 3, 87.0 FT (26.5 M) SOUTH OF
 DK4038'COUNTY ROAD 4, 65.0 FT (19.8 M) EAST OF COUNTY ROAD 3, 3.5 FT (1.1 M)
 DK4038'SOUTH OF A WITNESS POST.
 DK4038
 DK4038                          STATION RECOVERY (2013)
 DK4038
 DK4038'RECOVERY NOTE BY MN DEPT OF TRANSP 2013 (PXK)
 DK4038'RECOVERED AS DESCRIBED.
 DK4038
 DK4038                          STATION RECOVERY (2021)
 DK4038
 DK4038'RECOVERY NOTE BY MN DEPT OF TRANSP 2021 (TJD)
 DK4038'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DP6674 ***********************************************************************
 DP6674  HT_MOD      -  This is a Height Modernization Survey Station.
 DP6674  DESIGNATION -  086
 DP6674  PID         -  DP6674
 DP6674  STATE/COUNTY-  MN/TRAVERSE
 DP6674  COUNTRY     -  US
 DP6674  USGS QUAD   -  BARRY (2019)
 DP6674
 DP6674                         *CURRENT SURVEY CONTROL
 DP6674  ______________________________________________________________________
 DP6674* NAD 83(2011) POSITION- 45 36 51.66474(N) 096 36 53.70328(W)   ADJUSTED
 DP6674* NAD 83(2011) ELLIP HT-   318.799 (meters)        (03/11/15)   ADJUSTED
 DP6674* NAD 83(2011) EPOCH   -  2010.00
 DP6674* NAVD 88 ORTHO HEIGHT -   344.91  (meters)     1131.6   (feet) GPS OBS
 DP6674  ______________________________________________________________________
 DP6674  GEOID HEIGHT    -        -26.114 (meters)                     GEOID18
 DP6674  NAD 83(2011) X  -   -514,841.787 (meters)                     COMP
 DP6674  NAD 83(2011) Y  - -4,439,523.539 (meters)                     COMP
 DP6674  NAD 83(2011) Z  -  4,535,596.056 (meters)                     COMP
 DP6674  LAPLACE CORR    -         -0.97  (seconds)                    DEFLEC18
 DP6674
 DP6674  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DP6674  Standards:
 DP6674         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DP6674            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DP6674  -------------------------------------------------------------------
 DP6674  NETWORK    0.37   0.49           0.17   0.12   0.25      0.00146649
 DP6674  -------------------------------------------------------------------
 DP6674  Click here for local accuracies and other accuracy information.
 DP6674
 DP6674.The horizontal coordinates were established by GPS observations
 DP6674.and adjusted by the MN DEPT OF TRANSP in March 2015.
 DP6674
 DP6674.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DP6674.been affixed to the stable North American tectonic plate. See 
 DP6674.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DP6674
 DP6674.The horizontal coordinates are valid at the epoch date displayed above
 DP6674.which is a decimal equivalence of Year/Month/Day.
 DP6674
 DP6674.The orthometric height was determined by GPS observations and a
 DP6674.high-resolution geoid model using precise GPS observation and
 DP6674.processing techniques.
 DP6674
 DP6674.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP6674.GEOID18 height accuracy estimate available here.
 DP6674
 DP6674.Click photographs - Photos may exist for this station.
 DP6674
 DP6674.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DP6674
 DP6674.The Laplace correction was computed from DEFLEC18 derived deflections.
 DP6674
 DP6674.The ellipsoidal height was determined by GPS observations
 DP6674.and is referenced to NAD 83.
 DP6674
 DP6674. The following values were computed from the NAD 83(2011) position.
 DP6674
 DP6674;                    North         East     Units Scale Factor Converg.
 DP6674;SPC MN C     -   171,037.187   615,564.463   MT  1.00000050   -1 42 38.7
 DP6674;SPC MN C     -   561,144.50  2,019,564.41   sFT  1.00000050   -1 42 38.7
 DP6674;UTM  14      - 5,053,967.594   685,960.210   MT  1.00002517   +1 42 17.9
 DP6674
 DP6674!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DP6674!SPC MN C     -   0.99995002  x   1.00000050  =   0.99995052
 DP6674!UTM  14      -   0.99995002  x   1.00002517  =   0.99997519
 DP6674
 DP6674_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPR8596053967(NAD 83)
 DP6674
 DP6674                          SUPERSEDED SURVEY CONTROL
 DP6674
 DP6674  NAVD 88 (03/11/15)  344.9    (m)  GEOID12A model used  GPS OBS        
 DP6674
 DP6674.Superseded values are not recommended for survey control.
 DP6674
 DP6674.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DP6674.See file dsdata.pdf to determine how the superseded data were derived.
 DP6674
 DP6674_MARKER: DB = BENCH MARK DISK
 DP6674_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 DP6674+WITH SETTING: INFORMATION.
 DP6674_STAMPING: 086
 DP6674_MARK LOGO: BOISDE
 DP6674_PROJECTION: FLUSH
 DP6674_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DP6674_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DP6674_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP6674+SATELLITE: SATELLITE OBSERVATIONS - January 07, 2025
 DP6674
 DP6674  HISTORY     - Date     Condition        Report By
 DP6674  HISTORY     - 20080401 MONUMENTED       BOISDE
 DP6674  HISTORY     - 20130702 GOOD             MNDT
 DP6674  HISTORY     - 20210608 GOOD             MNDT
 DP6674  HISTORY     - 20250107 GOOD             MNDT
 DP6674
 DP6674                          STATION DESCRIPTION
 DP6674
 DP6674'DESCRIBED BY MN DEPT OF TRANSP 2013 (PXK)
 DP6674'4.0 MILES NORTH-NORTHEAST OF BARRY, 2.15 MILES NORTH ALONG COUNTY ROAD
 DP6674'7 FROM JUNCTION OF COUNTY ROAD 7 AND TRUNK HIGHWAY 28 IN BARRY, THEN
 DP6674'1.0 MILE NORTH ALONG COUNTY ROAD 5 (AT COUNTY LINE), THEN 2.0 MILES
 DP6674'WEST ALONG COUNTY ROAD 2, THEN 1.0 MILE NORTH ALONG COUNTY ROAD 57,
 DP6674'38.50 FEET WEST OF COUNTY ROAD 57, 2.80 FEET SOUTH OF WITNESS POST,
 DP6674'125.0 FEET SOUTH OF FIELD ENTRANCE.  ROD DEPTH UNKNOWN.
 DP6674
 DP6674                          STATION RECOVERY (2021)
 DP6674
 DP6674'RECOVERY NOTE BY MN DEPT OF TRANSP 2021 (TJD)
 DP6674'RECOVERED IN GOOD CONDITION.
 DP6674
 DP6674                          STATION RECOVERY (2025)
 DP6674
 DP6674'RECOVERY NOTE BY MN DEPT OF TRANSP 2025 (MPP)
 DP6674'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DP6675 ***********************************************************************
 DP6675  DESIGNATION -  087
 DP6675  PID         -  DP6675
 DP6675  STATE/COUNTY-  MN/TRAVERSE
 DP6675  COUNTRY     -  US
 DP6675  USGS QUAD   -  BEARDSLEY (2019)
 DP6675
 DP6675                         *CURRENT SURVEY CONTROL
 DP6675  ______________________________________________________________________
 DP6675* NAD 83(2011) POSITION- 45 36 02.38634(N) 096 40 38.27932(W)   ADJUSTED
 DP6675* NAD 83(2011) ELLIP HT-   326.970 (meters)        (03/11/15)   ADJUSTED
 DP6675* NAD 83(2011) EPOCH   -  2010.00
 DP6675* NAVD 88 ORTHO HEIGHT -   353.0   (meters)     1158.    (feet) GPS OBS
 DP6675  ______________________________________________________________________
 DP6675  NAVD 88 orthometric height was determined with geoid model    GEOID12A
 DP6675  GEOID HEIGHT    -        -26.068 (meters)                     GEOID12A
 DP6675  GEOID HEIGHT    -        -26.071 (meters)                     GEOID18
 DP6675  NAD 83(2011) X  -   -519,802.204 (meters)                     COMP
 DP6675  NAD 83(2011) Y  - -4,440,045.845 (meters)                     COMP
 DP6675  NAD 83(2011) Z  -  4,534,537.527 (meters)                     COMP
 DP6675  LAPLACE CORR    -         -1.42  (seconds)                    DEFLEC18
 DP6675
 DP6675  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DP6675  Standards:
 DP6675         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DP6675            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DP6675  -------------------------------------------------------------------
 DP6675  NETWORK    0.74   0.63           0.35   0.21   0.32      0.25909140
 DP6675  -------------------------------------------------------------------
 DP6675  Click here for local accuracies and other accuracy information.
 DP6675
 DP6675.The horizontal coordinates were established by GPS observations
 DP6675.and adjusted by the MN DEPT OF TRANSP in March 2015.
 DP6675
 DP6675.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DP6675.been affixed to the stable North American tectonic plate. See 
 DP6675.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DP6675
 DP6675.The horizontal coordinates are valid at the epoch date displayed above
 DP6675.which is a decimal equivalence of Year/Month/Day.
 DP6675
 DP6675.The orthometric height was determined by GPS observations and a
 DP6675.high-resolution geoid model.
 DP6675
 DP6675.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP6675.GEOID18 height accuracy estimate available here.
 DP6675
 DP6675.Click photographs - Photos may exist for this station.
 DP6675
 DP6675.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DP6675
 DP6675.The Laplace correction was computed from DEFLEC18 derived deflections.
 DP6675
 DP6675.The ellipsoidal height was determined by GPS observations
 DP6675.and is referenced to NAD 83.
 DP6675
 DP6675. The following values were computed from the NAD 83(2011) position.
 DP6675
 DP6675;                    North         East     Units Scale Factor Converg.
 DP6675;SPC MN C     -   169,663.693   610,654.275   MT  1.00000351   -1 45 21.2
 DP6675;SPC MN C     -   556,638.30  2,003,454.90   sFT  1.00000351   -1 45 21.2
 DP6675;UTM  14      - 5,052,303.963   681,140.521   MT  1.00000342   +1 39 35.9
 DP6675
 DP6675!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DP6675!SPC MN C     -   0.99994874  x   1.00000351  =   0.99995225
 DP6675!UTM  14      -   0.99994874  x   1.00000342  =   0.99995216
 DP6675
 DP6675_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPR8114052303(NAD 83)
 DP6675
 DP6675                          SUPERSEDED SURVEY CONTROL
 DP6675
 DP6675.No superseded survey control is available for this station.
 DP6675
 DP6675_MARKER: DB = BENCH MARK DISK
 DP6675_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 DP6675+WITH SETTING: INFORMATION.
 DP6675_STAMPING: 087
 DP6675_MARK LOGO: BOISDE
 DP6675_PROJECTION: FLUSH
 DP6675_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DP6675_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DP6675_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP6675+SATELLITE: SATELLITE OBSERVATIONS - June 08, 2021
 DP6675
 DP6675  HISTORY     - Date     Condition        Report By
 DP6675  HISTORY     - 20080401 MONUMENTED       BOISDE
 DP6675  HISTORY     - 20130703 GOOD             MNDT
 DP6675  HISTORY     - 20210608 GOOD             MNDT
 DP6675
 DP6675                          STATION DESCRIPTION
 DP6675
 DP6675'DESCRIBED BY MN DEPT OF TRANSP 2013 (PXK)
 DP6675'3.3 MILES NORTH-NORTHEAST OF BEARDSLEY, NORTH 1.82 MILES NORTH ALONG
 DP6675'COUNTY ROAD 1 TO COUNTY LINE FROM JUNCTION OF COUNTY ROAD 1 AND TRUNK
 DP6675'HIGHWAY 28 EAST OF BEARDSLEY, THEN 0.99 MILE EAST ALONG COUNTY ROAD
 DP6675'1/COUNTY ROAD 3, THEN NORTH 0.92 MILE NORTH ALONG COUNTY ROAD 3, 103.0
 DP6675'FEET NORTH OF COUNTY ROAD 2, 69.0 FEET EAST OF COUNTY ROAD 3, 2.90
 DP6675'FEET NORTH OF WITNESS POST, 1.0 FOOT WEST OF FENCE LINE.  ROD DEPTH
 DP6675'UNKNOWN.
 DP6675
 DP6675                          STATION RECOVERY (2021)
 DP6675
 DP6675'RECOVERY NOTE BY MN DEPT OF TRANSP 2021 (TJD)
 DP6675'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DP6676 ***********************************************************************
 DP6676  DESIGNATION -  088
 DP6676  PID         -  DP6676
 DP6676  STATE/COUNTY-  MN/TRAVERSE
 DP6676  COUNTRY     -  US
 DP6676  USGS QUAD   -  BARRY (2019)
 DP6676
 DP6676                         *CURRENT SURVEY CONTROL
 DP6676  ______________________________________________________________________
 DP6676* NAD 83(2011) POSITION- 45 36 52.52304(N) 096 32 31.23347(W)   ADJUSTED
 DP6676* NAD 83(2011) ELLIP HT-   310.476 (meters)        (03/11/15)   ADJUSTED
 DP6676* NAD 83(2011) EPOCH   -  2010.00
 DP6676* NAVD 88 ORTHO HEIGHT -   336.6   (meters)     1104.    (feet) GPS OBS
 DP6676  ______________________________________________________________________
 DP6676  NAVD 88 orthometric height was determined with geoid model    GEOID12A
 DP6676  GEOID HEIGHT    -        -26.132 (meters)                     GEOID12A
 DP6676  GEOID HEIGHT    -        -26.135 (meters)                     GEOID18
 DP6676  NAD 83(2011) X  -   -509,189.303 (meters)                     COMP
 DP6676  NAD 83(2011) Y  - -4,440,150.477 (meters)                     COMP
 DP6676  NAD 83(2011) Z  -  4,535,608.644 (meters)                     COMP
 DP6676  LAPLACE CORR    -         -0.82  (seconds)                    DEFLEC18
 DP6676
 DP6676  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DP6676  Standards:
 DP6676         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DP6676            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DP6676  -------------------------------------------------------------------
 DP6676  NETWORK    0.59   0.67           0.27   0.20   0.34      0.10232138
 DP6676  -------------------------------------------------------------------
 DP6676  Click here for local accuracies and other accuracy information.
 DP6676
 DP6676.The horizontal coordinates were established by GPS observations
 DP6676.and adjusted by the MN DEPT OF TRANSP in March 2015.
 DP6676
 DP6676.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DP6676.been affixed to the stable North American tectonic plate. See 
 DP6676.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DP6676
 DP6676.The horizontal coordinates are valid at the epoch date displayed above
 DP6676.which is a decimal equivalence of Year/Month/Day.
 DP6676
 DP6676.The orthometric height was determined by GPS observations and a
 DP6676.high-resolution geoid model.
 DP6676
 DP6676.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP6676.GEOID18 height accuracy estimate available here.
 DP6676
 DP6676.Click photographs - Photos may exist for this station.
 DP6676
 DP6676.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DP6676
 DP6676.The Laplace correction was computed from DEFLEC18 derived deflections.
 DP6676
 DP6676.The ellipsoidal height was determined by GPS observations
 DP6676.and is referenced to NAD 83.
 DP6676
 DP6676. The following values were computed from the NAD 83(2011) position.
 DP6676
 DP6676;                    North         East     Units Scale Factor Converg.
 DP6676;SPC MN C     -   170,896.517   621,249.599   MT  1.00000045   -1 39 28.8
 DP6676;SPC MN C     -   560,682.99  2,038,216.39   sFT  1.00000045   -1 39 28.8
 DP6676;UTM  14      - 5,054,165.876   691,643.844   MT  1.00005156   +1 45 25.7
 DP6676
 DP6676!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DP6676!SPC MN C     -   0.99995133  x   1.00000045  =   0.99995178
 DP6676!UTM  14      -   0.99995133  x   1.00005156  =   1.00000288
 DP6676
 DP6676_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPR9164354165(NAD 83)
 DP6676
 DP6676                          SUPERSEDED SURVEY CONTROL
 DP6676
 DP6676.No superseded survey control is available for this station.
 DP6676
 DP6676_MARKER: DB = BENCH MARK DISK
 DP6676_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 DP6676+WITH SETTING: INFORMATION.
 DP6676_STAMPING: 088
 DP6676_MARK LOGO: BOISDE
 DP6676_PROJECTION: FLUSH
 DP6676_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DP6676_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DP6676_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP6676+SATELLITE: SATELLITE OBSERVATIONS - June 16, 2021
 DP6676
 DP6676  HISTORY     - Date     Condition        Report By
 DP6676  HISTORY     - 20080401 MONUMENTED       BOISDE
 DP6676  HISTORY     - 20130709 GOOD             MNDT
 DP6676  HISTORY     - 20210616 POOR             MNDT
 DP6676
 DP6676                          STATION DESCRIPTION
 DP6676
 DP6676'DESCRIBED BY MN DEPT OF TRANSP 2013 (PXK)
 DP6676'4.0 MILES NORTH OF BARRY, 2.20 MILES NORTH ALONG COUNTY ROAD 7 FROM
 DP6676'JUNCTION OF COUNTY ROAD 7 AND TRUNK HIGHWAY 28 IN BARRY, THEN 2.0
 DP6676'MILES NORTH ALONG COUNTY ROAD 5, THEN 1.50 MILES EAST ALONG COUNTY
 DP6676'ROAD 54, 32.50 FEET NORTH OF COUNTY ROAD 54, 23.0 FEET WEST OF FIELD
 DP6676'ENTRANCE, 3.2 FEET OF WITNESS POST.  ROD DEPTH UNKNOWN.
 DP6676
 DP6676                          STATION RECOVERY (2021)
 DP6676
 DP6676'RECOVERY NOTE BY MN DEPT OF TRANSP 2021 (TJD)
 DP6676'MARK RECOVERED IN POOR CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DK4039 ***********************************************************************
 DK4039  DESIGNATION -  089
 DK4039  PID         -  DK4039
 DK4039  STATE/COUNTY-  MN/TRAVERSE
 DK4039  COUNTRY     -  US
 DK4039  USGS QUAD   -  BEARDSLEY NE (2019)
 DK4039
 DK4039                         *CURRENT SURVEY CONTROL
 DK4039  ______________________________________________________________________
 DK4039* NAD 83(2011) POSITION- 45 38 37.43354(N) 096 31 52.83736(W)   ADJUSTED
 DK4039* NAD 83(2011) ELLIP HT-   304.269 (meters)        (06/27/12)   ADJUSTED
 DK4039* NAD 83(2011) EPOCH   -  2010.00
 DK4039* NAVD 88 ORTHO HEIGHT -   330.4   (meters)     1084.    (feet) GPS OBS
 DK4039  ______________________________________________________________________
 DK4039  NAVD 88 orthometric height was determined with geoid model    GEOID03
 DK4039  GEOID HEIGHT    -        -26.122 (meters)                     GEOID03
 DK4039  GEOID HEIGHT    -        -26.171 (meters)                     GEOID18
 DK4039  NAD 83(2011) X  -   -508,098.900 (meters)                     COMP
 DK4039  NAD 83(2011) Y  - -4,437,940.502 (meters)                     COMP
 DK4039  NAD 83(2011) Z  -  4,537,869.305 (meters)                     COMP
 DK4039  LAPLACE CORR    -         -0.80  (seconds)                    DEFLEC18
 DK4039
 DK4039  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DK4039  Standards:
 DK4039         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DK4039            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DK4039  -------------------------------------------------------------------
 DK4039  NETWORK    0.37   0.49           0.17   0.13   0.25      0.02450110
 DK4039  -------------------------------------------------------------------
 DK4039  Click here for local accuracies and other accuracy information.
 DK4039
 DK4039.The horizontal coordinates were established by GPS observations
 DK4039.and adjusted by the National Geodetic Survey in June 2012.
 DK4039
 DK4039.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DK4039.been affixed to the stable North American tectonic plate. See 
 DK4039.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DK4039
 DK4039.The horizontal coordinates are valid at the epoch date displayed above
 DK4039.which is a decimal equivalence of Year/Month/Day.
 DK4039
 DK4039.The orthometric height was determined by GPS observations and a
 DK4039.high-resolution geoid model.
 DK4039
 DK4039.Significant digits in the geoid height do not necessarily reflect accuracy.
 DK4039.GEOID18 height accuracy estimate available here.
 DK4039
 DK4039.Click photographs - Photos may exist for this station.
 DK4039
 DK4039.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DK4039
 DK4039.The Laplace correction was computed from DEFLEC18 derived deflections.
 DK4039
 DK4039.The ellipsoidal height was determined by GPS observations
 DK4039.and is referenced to NAD 83.
 DK4039
 DK4039. The following values were computed from the NAD 83(2011) position.
 DK4039
 DK4039;                    North         East     Units Scale Factor Converg.
 DK4039;SPC MN C     -   174,110.090   622,174.440   MT  0.99999425   -1 39 01.1
 DK4039;SPC MN C     -   571,226.19  2,041,250.64   sFT  0.99999425   -1 39 01.1
 DK4039;UTM  14      - 5,057,429.022   692,375.627   MT  1.00005502   +1 45 56.3
 DK4039
 DK4039!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DK4039!SPC MN C     -   0.99995230  x   0.99999425  =   0.99994655
 DK4039!UTM  14      -   0.99995230  x   1.00005502  =   1.00000732
 DK4039
 DK4039_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPR9237557429(NAD 83)
 DK4039
 DK4039                          SUPERSEDED SURVEY CONTROL
 DK4039
 DK4039  NAD 83(2007)-  45 38 37.43349(N)    096 31 52.83845(W) AD(2002.00) 1
 DK4039  ELLIP H (07/09/09)  304.299  (m)                       GP(2002.00) 3 1
 DK4039  NAD 83(1996)-  45 38 37.43290(N)    096 31 52.83804(W) AD(       ) 1
 DK4039  ELLIP H (03/06/08)  304.334  (m)                       GP(       ) 3 1
 DK4039
 DK4039.Superseded values are not recommended for survey control.
 DK4039
 DK4039.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK4039.See file dsdata.pdf to determine how the superseded data were derived.
 DK4039
 DK4039_MARKER: DB = BENCH MARK DISK
 DK4039_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DK4039_STAMPING: 089
 DK4039_MARK LOGO: BOISDE
 DK4039_PROJECTION: RECESSED 5 CENTIMETERS
 DK4039_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DK4039_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DK4039_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DK4039+SATELLITE: SATELLITE OBSERVATIONS - December 03, 2019
 DK4039_ROD/PIPE-DEPTH: 3.0 meters
 DK4039
 DK4039  HISTORY     - Date     Condition        Report By
 DK4039  HISTORY     - 19890601 MONUMENTED       BOISDE
 DK4039  HISTORY     - 20080620 GOOD             MNDT
 DK4039  HISTORY     - 20100831 GOOD             MNDT
 DK4039  HISTORY     - 20130709 GOOD             MNDT
 DK4039  HISTORY     - 20191203 GOOD             MNDT
 DK4039
 DK4039                          STATION DESCRIPTION
 DK4039
 DK4039'DESCRIBED BY BOIS DE SIOUX WATERSHEAD DISTRICT MN 1989
 DK4039'5.14 MILES WEST OF COLLIS, 5.14 MILES WEST ALONG COUNTY ROAD 4 FROM
 DK4039'THE JUNCTION OF TRUNK HIGHWAY 75 AND COUNTY ROAD 4 IN COLLIS, 74.0
 DK4039'FEET EAST OF COUNTY ROAD 63, 65.5 FEEET NORTH OF COUNTY ROAD 4, 2.5
 DK4039'FEET EAST OF WITNESS POST.  AGENCY LOGO ON ACCESS COVER IS BOIS DE
 DK4039'SIOUX WATERSHED DISTRICT.  ROD DEPTH IS UNKNOWN.
 DK4039
 DK4039                          STATION RECOVERY (2008)
 DK4039
 DK4039'RECOVERY NOTE BY MN DEPT OF TRANSP 2008 (MPP)
 DK4039'5.14 MI (8.3 KM) WEST OF COLLIS, 5.14 MI (8.3 KM) WEST ALONG COUNTY
 DK4039'ROAD 4 FROM THE JUNCTION OF TRUNK HIGHWAY 75 AND COUNTY ROAD 4 IN
 DK4039'COLLIS, 74.0 FT (22.6 M) EAST OF COUNTY ROAD 63, 65.5 FT (20.0 M)
 DK4039'NORTH OF COUNTY ROAD 4, 2.5 FT (0.8 M) EAST OF A WITNESS POST.
 DK4039
 DK4039                          STATION RECOVERY (2010)
 DK4039
 DK4039'RECOVERY NOTE BY MN DEPT OF TRANSP 2010 (KMS)
 DK4039'5.14 MI (8.3 KM) WEST OF COLLIS, 5.14 MI (8.3 KM) WEST ALONG COUNTY
 DK4039'ROAD 4 FROM THE JUNCTION OF TRUNK HIGHWAY 75 AND COUNTY ROAD 4 IN
 DK4039'COLLIS, 74.0 FT (22.6 M) EAST OF COUNTY ROAD 63, 65.5 FT (20.0 M)
 DK4039'NORTH OF COUNTY ROAD 4, 2.5 FT (0.8 M) EAST OF A WITNESS POST.
 DK4039
 DK4039                          STATION RECOVERY (2013)
 DK4039
 DK4039'RECOVERY NOTE BY MN DEPT OF TRANSP 2013 (TXR)
 DK4039'RECOVERED AS DESCRIBED.
 DK4039
 DK4039                          STATION RECOVERY (2019)
 DK4039
 DK4039'RECOVERY NOTE BY MN DEPT OF TRANSP 2019 (KMS)
 DK4039'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 QP0329 ***********************************************************************
 QP0329  DESIGNATION -  09 16
 QP0329  PID         -  QP0329
 QP0329  STATE/COUNTY-  MN/MEEKER
 QP0329  COUNTRY     -  US
 QP0329  USGS QUAD   -  DARWIN (2019)
 QP0329
 QP0329                         *CURRENT SURVEY CONTROL
 QP0329  ______________________________________________________________________
 QP0329* NAD 83(1986) POSITION- 45 07 24.8    (N) 094 26 38.3    (W)   HD_HELD2
 QP0329* NAVD 88 ORTHO HEIGHT -   342.015 (meters)     1122.09  (feet) ADJUSTED
 QP0329  ______________________________________________________________________
 QP0329  GEOID HEIGHT    -        -27.025 (meters)                     GEOID18
 QP0329  DYNAMIC HEIGHT  -        341.995 (meters)     1122.03  (feet) COMP
 QP0329  MODELED GRAVITY -    980,547.1   (mgal)                       NAVD 88
 QP0329
 QP0329  VERT ORDER      -  SECOND    CLASS I
 QP0329
 QP0329.The horizontal coordinates were established by autonomous hand held GPS
 QP0329.observations and have an estimated accuracy of +/- 10 meters.
 QP0329
 QP0329.The orthometric height was determined by differential leveling and
 QP0329.adjusted by the NATIONAL GEODETIC SURVEY
 QP0329.in June 1991.
 QP0329
 QP0329.Significant digits in the geoid height do not necessarily reflect accuracy.
 QP0329.GEOID18 height accuracy estimate available here.
 QP0329
 QP0329.Click photographs - Photos may exist for this station.
 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     -   336,052.      765,070.      MT  (+/- 10 meters HH2 GPS)
 QP0329
 QP0329_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUK8643797690(NAD 83)
 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
 QP0329.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QP0329.See file dsdata.pdf to determine how the superseded data were derived.
 QP0329
 QP0329_MARKER: DB = BENCH MARK DISK
 QP0329_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 QP0329_STAMPING: 09-16 1976
 QP0329_MARK LOGO: MNHD
 QP0329_PROJECTION: FLUSH
 QP0329_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 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 = MARCH 21, 2026 06:05:54 EDT
 QP0323 ***********************************************************************
 QP0323  DESIGNATION -  09 23
 QP0323  PID         -  QP0323
 QP0323  STATE/COUNTY-  MN/MEEKER
 QP0323  COUNTRY     -  US
 QP0323  USGS QUAD   -  DARWIN (2019)
 QP0323
 QP0323                         *CURRENT SURVEY CONTROL
 QP0323  ______________________________________________________________________
 QP0323* NAD 83(2011) POSITION- 45 06 30.30561(N) 094 24 37.92737(W)   ADJUSTED
 QP0323* NAD 83(2011) ELLIP HT-   315.173 (meters)        (04/01/15)   ADJUSTED
 QP0323* NAD 83(2011) EPOCH   -  2010.00
 QP0323* NAVD 88 ORTHO HEIGHT -   342.212 (meters)     1122.74  (feet) ADJUSTED
 QP0323  ______________________________________________________________________
 QP0323  GEOID HEIGHT    -        -27.045 (meters)                     GEOID18
 QP0323  NAD 83(2011) X  -   -346,774.702 (meters)                     COMP
 QP0323  NAD 83(2011) Y  - -4,495,931.787 (meters)                     COMP
 QP0323  NAD 83(2011) Z  -  4,496,083.431 (meters)                     COMP
 QP0323  LAPLACE CORR    -         -3.30  (seconds)                    DEFLEC18
 QP0323  DYNAMIC HEIGHT  -        342.192 (meters)     1122.67  (feet) COMP
 QP0323  MODELED GRAVITY -    980,548.2   (mgal)                       NAVD 88
 QP0323
 QP0323  VERT ORDER      -  SECOND    CLASS I
 QP0323
 QP0323  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 QP0323  Standards:
 QP0323         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 QP0323            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 QP0323  -------------------------------------------------------------------
 QP0323  NETWORK    0.81   0.55           0.38   0.25   0.28      0.09675868
 QP0323  -------------------------------------------------------------------
 QP0323  Click here for local accuracies and other accuracy information.
 QP0323
 QP0323.The horizontal coordinates were established by GPS observations
 QP0323.and adjusted by the MN DEPT OF TRANSP in April 2015.
 QP0323
 QP0323.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 QP0323.been affixed to the stable North American tectonic plate. See 
 QP0323.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 QP0323
 QP0323.The horizontal coordinates are valid at the epoch date displayed above
 QP0323.which is a decimal equivalence of Year/Month/Day.
 QP0323
 QP0323.The orthometric height was determined by differential leveling and
 QP0323.adjusted by the NATIONAL GEODETIC SURVEY
 QP0323.in March 2014.
 QP0323
 QP0323.No vertical observational check was made to the station.
 QP0323
 QP0323.Significant digits in the geoid height do not necessarily reflect accuracy.
 QP0323.GEOID18 height accuracy estimate available here.
 QP0323
 QP0323.Click photographs - Photos may exist for this station.
 QP0323
 QP0323.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 QP0323
 QP0323.The Laplace correction was computed from DEFLEC18 derived deflections.
 QP0323
 QP0323.The ellipsoidal height was determined by GPS observations
 QP0323.and is referenced to NAD 83.
 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. The following values were computed from the NAD 83(2011) position.
 QP0323
 QP0323;                    North         East     Units Scale Factor Converg.
 QP0323;SPC MN S     -   334,356.352   767,692.530   MT  0.99997815   -0 17 15.9
 QP0323;SPC MN S     - 1,096,967.46  2,518,671.24   sFT  0.99997815   -0 17 15.9
 QP0323;UTM  15      - 4,995,962.136   389,038.120   MT  0.99975139   -0 59 57.8
 QP0323
 QP0323!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QP0323!SPC MN S     -   0.99995059  x   0.99997815  =   0.99992874
 QP0323!UTM  15      -   0.99995059  x   0.99975139  =   0.99970199
 QP0323
 QP0323_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUK8903895962(NAD 83)
 QP0323
 QP0323                          SUPERSEDED SURVEY CONTROL
 QP0323
 QP0323  NAVD 88 (06/15/91)  342.193  (m)         1122.68   (f) SUPERSEDED  2 1
 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
 QP0323.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QP0323.See file dsdata.pdf to determine how the superseded data were derived.
 QP0323
 QP0323_MARKER: DB = BENCH MARK DISK
 QP0323_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 QP0323_STAMPING: 09-23 1976
 QP0323_MARK LOGO: MNHD
 QP0323_PROJECTION: PROJECTING 15 CENTIMETERS
 QP0323_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 QP0323_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QP0323_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QP0323+SATELLITE: SATELLITE OBSERVATIONS - October 07, 2014
 QP0323
 QP0323  HISTORY     - Date     Condition        Report By
 QP0323  HISTORY     - 19760401 MONUMENTED       MNHD
 QP0323  HISTORY     - 20120420 GOOD             MNDT
 QP0323  HISTORY     - 20130326 GOOD             MNDT
 QP0323  HISTORY     - 20141007 GOOD             MNDT
 QP0323
 QP0323                          STATION DESCRIPTION
 QP0323
 QP0323'DESCRIBED BY MN HIGHWAY DEPT 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.
 QP0323
 QP0323                          STATION RECOVERY (2012)
 QP0323
 QP0323'RECOVERY NOTE BY MN DEPT OF TRANSP 2012 (JBG)
 QP0323'0.8 MI (1.3 KM) NORTH OF DARWIN, THEN 0.65 MI (1.0 KM) NORTH ALONG
 QP0323'COUNTY HIGHWAY 14 FROM THE JUNCTION TRUNK HIGHWAY 12 AND COUNTY
 QP0323'HIGHWAY 14 IN DARWIN, 54.0 FT (16.5 M) WEST OF COUNTY HIGHWAY 14,
 QP0323'154.0 FT (46.9 M) SOUTH OF 250TH STREET, 2.0 FT (0.6 M) SOUTH OF POWER
 QP0323'POLE, 39.1 FT (11.9 M) NORTH OF POWER POLE, 11.2 FT (3.4 M) NORTH OF
 QP0323'CABLE PEDESTAL, 1.0 FT (0.3 M) EAST OF A WITNESS POST.
 QP0323
 QP0323                          STATION RECOVERY (2013)
 QP0323
 QP0323'RECOVERY NOTE BY MN DEPT OF TRANSP 2013 (MXS)
 QP0323'RECOVERED AS DESCRIBED.
 QP0323
 QP0323                          STATION RECOVERY (2014)
 QP0323
 QP0323'RECOVERY NOTE BY MN DEPT OF TRANSP 2014 (ETK)
 QP0323'0.8 MI (1.3 KM) NORTH OF DARWIN, THEN 0.65 MI (1.0 KM) NORTH ALONG
 QP0323'COUNTY HIGHWAY 14  FROM THE JUNCTION OF TRUNK HIGHWAY 12 AND COUNTY
 QP0323'HIGHWAY 14 IN DARWIN, 54.0 FT (16.5 M) WEST OF COUNTY HIGHWAY 14,
 QP0323'154.0 FT (46.9 M) SOUTH OF 250TH STREET, 2.0 FT (0.6 M) SOUTH OF POWER
 QP0323'POLE, 39.1 FT (11.9 M) NORTH OF POWER POLE, 11.2 FT (3.4 M) NORTH OF
 QP0323'CABLE PEDESTAL, 1.0 FT (0.3 M) EAST OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DI3798 ***********************************************************************
 DI3798  DESIGNATION -  090
 DI3798  PID         -  DI3798
 DI3798  STATE/COUNTY-  MN/OTTER TAIL
 DI3798  COUNTRY     -  US
 DI3798  USGS QUAD   -  DAYTON HOLLOW DAM (2019)
 DI3798
 DI3798                         *CURRENT SURVEY CONTROL
 DI3798  ______________________________________________________________________
 DI3798* NAD 83(1986) POSITION- 46 10 00.36   (N) 096 07 21.94   (W)   HD_HELD1
 DI3798* NAVD 88 ORTHO HEIGHT -   345.616 (meters)     1133.91  (feet) ADJUSTED
 DI3798  ______________________________________________________________________
 DI3798  GEOID HEIGHT    -        -26.664 (meters)                     GEOID18
 DI3798  DYNAMIC HEIGHT  -        345.621 (meters)     1133.92  (feet) COMP
 DI3798  MODELED GRAVITY -    980,620.9   (mgal)                       NAVD 88
 DI3798
 DI3798  VERT ORDER      -  SECOND    CLASS I
 DI3798
 DI3798.The horizontal coordinates were determined by differentially corrected
 DI3798.hand held GPS observations or other comparable positioning techniques
 DI3798.and have an estimated accuracy of +/- 3 meters.
 DI3798
 DI3798.The orthometric height was determined by differential leveling and
 DI3798.adjusted by the NATIONAL GEODETIC SURVEY
 DI3798.in June 2007.
 DI3798
 DI3798.No vertical observational check was made to the station.
 DI3798
 DI3798.Significant digits in the geoid height do not necessarily reflect accuracy.
 DI3798.GEOID18 height accuracy estimate available here.
 DI3798
 DI3798.Click photographs - Photos may exist for this station.
 DI3798
 DI3798.The dynamic height is computed by dividing the NAVD 88
 DI3798.geopotential number by the normal gravity value computed on the
 DI3798.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DI3798.degrees latitude (g = 980.6199 gals.).
 DI3798
 DI3798.The modeled gravity was interpolated from observed gravity values.
 DI3798
 DI3798;                    North         East    Units  Estimated Accuracy
 DI3798;SPC MN C     -   231,391.0     655,390.3     MT  (+/- 3 meters HH1 GPS) 
 DI3798
 DI3798_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQS2211716601(NAD 83)
 DI3798
 DI3798                          SUPERSEDED SURVEY CONTROL
 DI3798
 DI3798.No superseded survey control is available for this station.
 DI3798
 DI3798_MARKER: DB = BENCH MARK DISK
 DI3798_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DI3798_STAMPING: 090
 DI3798_MARK LOGO: BOISDE
 DI3798_PROJECTION: RECESSED 10 CENTIMETERS
 DI3798_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DI3798_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DI3798_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DI3798+SATELLITE: SATELLITE OBSERVATIONS - June 22, 2021
 DI3798
 DI3798  HISTORY     - Date     Condition        Report By
 DI3798  HISTORY     - 1950     MONUMENTED       MNHD
 DI3798  HISTORY     - 20050505 GOOD             MNDT
 DI3798  HISTORY     - 20101118 GOOD             INDIV
 DI3798  HISTORY     - 20210622 GOOD             MNDT
 DI3798
 DI3798                          STATION DESCRIPTION
 DI3798
 DI3798'DESCRIBED BY MN DEPT OF TRANSP 2005 (MPP)
 DI3798'THE MARK WAS RECOVERED IN GOOD CONDITION.  THE MARK IS 9.0 MILES (14.5
 DI3798'KM) SOUTH OF FERGUS FALLS, 7.2 MILES (11.6 KM) SOUTH ALONG COUNTY ROAD
 DI3798'1 FROM JUNCTION OF COUNTY ROAD 1 AND INTERSTATE HIGHWAY 94 IN FERGUS
 DI3798'FALLS, THENCE 0.95 MILES (1.53 KM) WEST ON COUNTY ROAD 112, 87.1 FEET
 DI3798'(26.5 M) EAST OF TELEPHONE PEDESTAL, 49.6 FEEET NORTH OF COUNTY ROAD
 DI3798'112, 40.5 FEET (12.3 M) EAST OF GRAVEL ROAD, 2.4 FEET (0.7 M) WEST OF
 DI3798'CARBONITE WITNESS POST.
 DI3798
 DI3798                          STATION RECOVERY (2010)
 DI3798
 DI3798'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2010
 DI3798'RECOVERED IN GOOD CONDITION.
 DI3798
 DI3798                          STATION RECOVERY (2021)
 DI3798
 DI3798'RECOVERY NOTE BY MN DEPT OF TRANSP 2021 (KMS)
 DI3798'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DM5900 ***********************************************************************
 DM5900  DESIGNATION -  0901 A
 DM5900  PID         -  DM5900
 DM5900  STATE/COUNTY-  MN/CARLTON
 DM5900  COUNTRY     -  US
 DM5900  USGS QUAD   -  HOLYOKE (2019)
 DM5900
 DM5900                         *CURRENT SURVEY CONTROL
 DM5900  ______________________________________________________________________
 DM5900* NAD 83(1986) POSITION- 46 25 09.     (N) 092 29 44.     (W)   SCALED
 DM5900* NAVD 88 ORTHO HEIGHT -   352.272 (meters)     1155.75  (feet) ADJUSTED
 DM5900  ______________________________________________________________________
 DM5900  GEOID HEIGHT    -        -27.821 (meters)                     GEOID18
 DM5900  DYNAMIC HEIGHT  -        352.282 (meters)     1155.78  (feet) COMP
 DM5900  MODELED GRAVITY -    980,633.1   (mgal)                       NAVD 88
 DM5900
 DM5900  VERT ORDER      -  SECOND    CLASS I
 DM5900
 DM5900.The horizontal coordinates were scaled from a map and have
 DM5900.an estimated accuracy of +/- 6 seconds.
 DM5900
 DM5900.The orthometric height was determined by differential leveling and
 DM5900.adjusted by the NATIONAL GEODETIC SURVEY
 DM5900.in January 2012.
 DM5900
 DM5900.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM5900.GEOID18 height accuracy estimate available here.
 DM5900
 DM5900.Click photographs - Photos may exist for this station.
 DM5900
 DM5900.The dynamic height is computed by dividing the NAVD 88
 DM5900.geopotential number by the normal gravity value computed on the
 DM5900.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM5900.degrees latitude (g = 980.6199 gals.).
 DM5900
 DM5900.The modeled gravity was interpolated from observed gravity values.
 DM5900
 DM5900;                    North         East    Units  Estimated Accuracy
 DM5900;SPC MN C     -   259,230.      934,850.      MT  (+/- 180 meters Scaled)
 DM5900
 DM5900_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWM387407(NAD 83)
 DM5900
 DM5900                          SUPERSEDED SURVEY CONTROL
 DM5900
 DM5900.No superseded survey control is available for this station.
 DM5900
 DM5900_MARKER: DD = SURVEY DISK
 DM5900_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DM5900_STAMPING: 0901 A 2007
 DM5900_MARK LOGO: MNDT
 DM5900_PROJECTION: FLUSH
 DM5900_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DM5900_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DM5900_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DM5900+SATELLITE: SATELLITE OBSERVATIONS - 2007
 DM5900_ROD/PIPE-DEPTH: 18.3 meters
 DM5900
 DM5900  HISTORY     - Date     Condition        Report By
 DM5900  HISTORY     - 2007     MONUMENTED       MNDT
 DM5900
 DM5900                          STATION DESCRIPTION
 DM5900
 DM5900'DESCRIBED BY MN DEPT OF TRANSP 2007
 DM5900'THE MARK IS 6.0 MI (9.7 KM) SOUTHWEST OF HOLYOKE.
 DM5900'
 DM5900'5.2 MILES SOUTHWEST ALONG TRUNK HIGHWAY 23 FROM THE JUNCTION TRUNK
 DM5900'HIGHWAY 23 AND COUNTY ROAD 8 NEAR HOLYOKE, AT TRUNK HIGHWAY 23 MILE
 DM5900'POINT 315.35.
 DM5900'
 DM5900'IT IS 43.6 FT (13.3 M) SOUTHEAST OF TRUNK HIGHWAY 23, 15.2 FT (4.6 M)
 DM5900'NORTHEAST OF ENTRANCE NUMBER 94990, 2 FT (0.6 M) SOUTHWEST OF A
 DM5900'WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DM5901 ***********************************************************************
 DM5901  DESIGNATION -  0901 B
 DM5901  PID         -  DM5901
 DM5901  STATE/COUNTY-  MN/CARLTON
 DM5901  COUNTRY     -  US
 DM5901  USGS QUAD   -  HOLYOKE (2019)
 DM5901
 DM5901                         *CURRENT SURVEY CONTROL
 DM5901  ______________________________________________________________________
 DM5901* NAD 83(1986) POSITION- 46 25 42.     (N) 092 28 49.     (W)   SCALED
 DM5901* NAVD 88 ORTHO HEIGHT -   345.377 (meters)     1133.12  (feet) ADJUSTED
 DM5901  ______________________________________________________________________
 DM5901  GEOID HEIGHT    -        -27.832 (meters)                     GEOID18
 DM5901  DYNAMIC HEIGHT  -        345.387 (meters)     1133.16  (feet) COMP
 DM5901  MODELED GRAVITY -    980,635.7   (mgal)                       NAVD 88
 DM5901
 DM5901  VERT ORDER      -  SECOND    CLASS I
 DM5901
 DM5901.The horizontal coordinates were scaled from a map and have
 DM5901.an estimated accuracy of +/- 6 seconds.
 DM5901
 DM5901.The orthometric height was determined by differential leveling and
 DM5901.adjusted by the NATIONAL GEODETIC SURVEY
 DM5901.in January 2012.
 DM5901
 DM5901.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM5901.GEOID18 height accuracy estimate available here.
 DM5901
 DM5901.Click photographs - Photos may exist for this station.
 DM5901
 DM5901.The dynamic height is computed by dividing the NAVD 88
 DM5901.geopotential number by the normal gravity value computed on the
 DM5901.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM5901.degrees latitude (g = 980.6199 gals.).
 DM5901
 DM5901.The modeled gravity was interpolated from observed gravity values.
 DM5901
 DM5901;                    North         East    Units  Estimated Accuracy
 DM5901;SPC MN C     -   260,270.      936,010.      MT  (+/- 180 meters Scaled)
 DM5901
 DM5901_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWM399417(NAD 83)
 DM5901
 DM5901                          SUPERSEDED SURVEY CONTROL
 DM5901
 DM5901.No superseded survey control is available for this station.
 DM5901
 DM5901_MARKER: DD = SURVEY DISK
 DM5901_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DM5901_STAMPING: 0901 B 2007
 DM5901_MARK LOGO: MNDT
 DM5901_PROJECTION: FLUSH
 DM5901_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DM5901_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DM5901_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DM5901+SATELLITE: SATELLITE OBSERVATIONS - 2007
 DM5901_ROD/PIPE-DEPTH: 6.1 meters
 DM5901
 DM5901  HISTORY     - Date     Condition        Report By
 DM5901  HISTORY     - 2007     MONUMENTED       MNDT
 DM5901
 DM5901                          STATION DESCRIPTION
 DM5901
 DM5901'DESCRIBED BY MN DEPT OF TRANSP 2007
 DM5901'THE MARK IS 5.0 MI (8.0 KM) SOUTHWEST OF HOLYOKE.
 DM5901'
 DM5901'4.3 MILES SOUTHWEST ALONG TRUNK HIGHWAY 23 FROM THE JUNCTION TRUNK
 DM5901'HIGHWAY 23 AND COUNTY ROAD 8 NEAR HOLYOKE, AT TRUNK HIGHWAY 23 MILE
 DM5901'POINT 316.3.
 DM5901'
 DM5901'IT IS 28.5 FT (8.7 M) SOUTHEAST OF TRUNK HIGHWAY 23, 6.8 FT (2.1 M)
 DM5901'NORTHEAST OF EXTENED DRIVEWAY NUMBER 4797, 2.0 FT (0.6 M) NORTHWEST OF
 DM5901'A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DM5902 ***********************************************************************
 DM5902  DESIGNATION -  0901 C
 DM5902  PID         -  DM5902
 DM5902  STATE/COUNTY-  MN/CARLTON
 DM5902  COUNTRY     -  US
 DM5902  USGS QUAD   -  HOLYOKE (2019)
 DM5902
 DM5902                         *CURRENT SURVEY CONTROL
 DM5902  ______________________________________________________________________
 DM5902* NAD 83(1986) POSITION- 46 26 14.4    (N) 092 27 52.7    (W)   HD_HELD2
 DM5902* NAVD 88 ORTHO HEIGHT -   343.410 (meters)     1126.67  (feet) ADJUSTED
 DM5902  ______________________________________________________________________
 DM5902  GEOID HEIGHT    -        -27.841 (meters)                     GEOID18
 DM5902  DYNAMIC HEIGHT  -        343.422 (meters)     1126.71  (feet) COMP
 DM5902  MODELED GRAVITY -    980,639.4   (mgal)                       NAVD 88
 DM5902
 DM5902  VERT ORDER      -  SECOND    CLASS I
 DM5902
 DM5902.The horizontal coordinates were established by autonomous hand held GPS
 DM5902.observations and have an estimated accuracy of +/- 10 meters.
 DM5902
 DM5902.The orthometric height was determined by differential leveling and
 DM5902.adjusted by the NATIONAL GEODETIC SURVEY
 DM5902.in January 2012.
 DM5902
 DM5902.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM5902.GEOID18 height accuracy estimate available here.
 DM5902
 DM5902.Click photographs - Photos may exist for this station.
 DM5902
 DM5902.The dynamic height is computed by dividing the NAVD 88
 DM5902.geopotential number by the normal gravity value computed on the
 DM5902.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM5902.degrees latitude (g = 980.6199 gals.).
 DM5902
 DM5902.The modeled gravity was interpolated from observed gravity values.
 DM5902
 DM5902;                    North         East    Units  Estimated Accuracy
 DM5902;SPC MN C     -   261,301.      937,184.      MT  (+/- 10 meters HH2 GPS)
 DM5902
 DM5902_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWM4112642779(NAD 83)
 DM5902
 DM5902                          SUPERSEDED SURVEY CONTROL
 DM5902
 DM5902.No superseded survey control is available for this station.
 DM5902
 DM5902_MARKER: DD = SURVEY DISK
 DM5902_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DM5902_STAMPING: 0901 C 2007
 DM5902_MARK LOGO: MNDT
 DM5902_PROJECTION: RECESSED 3 CENTIMETERS
 DM5902_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DM5902_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DM5902_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DM5902+SATELLITE: SATELLITE OBSERVATIONS - November 03, 2020
 DM5902_ROD/PIPE-DEPTH: 9.1 meters
 DM5902
 DM5902  HISTORY     - Date     Condition        Report By
 DM5902  HISTORY     - 2007     MONUMENTED       MNDT
 DM5902  HISTORY     - 20201103 GOOD             MNDT
 DM5902
 DM5902                          STATION DESCRIPTION
 DM5902
 DM5902'DESCRIBED BY MN DEPT OF TRANSP 2007
 DM5902'THE MARK IS 4.0 MI (6.4 KM) SOUTHWEST OF HOLYOKE.
 DM5902'
 DM5902'3.3 MILES SOUTHWEST ALONG TRUNK HIGHWAY 23 FROM THE JUNCTION TRUNK
 DM5902'HIGHWAY 23 AND COUNTY ROAD 8 NEAR HOLYOKE, AT TRUNK HIGHWAY 23 MILE
 DM5902'POINT 317.3.
 DM5902'
 DM5902'IT IS 26.6 FT (8.1 M) NORTHWEST OF TRUNK HIGHWAY 23, 2.2 FT (0.7 M)
 DM5902'SOUTHEAST OF A WITNESS POST.
 DM5902
 DM5902                          STATION RECOVERY (2020)
 DM5902
 DM5902'RECOVERY NOTE BY MN DEPT OF TRANSP 2020 (KMS)
 DM5902'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DM5903 ***********************************************************************
 DM5903  DESIGNATION -  0901 D
 DM5903  PID         -  DM5903
 DM5903  STATE/COUNTY-  MN/CARLTON
 DM5903  COUNTRY     -  US
 DM5903  USGS QUAD   -  HOLYOKE (2019)
 DM5903
 DM5903                         *CURRENT SURVEY CONTROL
 DM5903  ______________________________________________________________________
 DM5903* NAD 83(1986) POSITION- 46 26 52.34   (N) 092 27 03.32   (W)   HD_HELD1
 DM5903* NAVD 88 ORTHO HEIGHT -   333.349 (meters)     1093.66  (feet) ADJUSTED
 DM5903  ______________________________________________________________________
 DM5903  GEOID HEIGHT    -        -27.860 (meters)                     GEOID18
 DM5903  DYNAMIC HEIGHT  -        333.362 (meters)     1093.71  (feet) COMP
 DM5903  MODELED GRAVITY -    980,642.6   (mgal)                       NAVD 88
 DM5903
 DM5903  VERT ORDER      -  SECOND    CLASS I
 DM5903
 DM5903.The horizontal coordinates were determined by differentially corrected
 DM5903.hand held GPS observations or other comparable positioning techniques
 DM5903.and have an estimated accuracy of +/- 3 meters.
 DM5903
 DM5903.The orthometric height was determined by differential leveling and
 DM5903.adjusted by the NATIONAL GEODETIC SURVEY
 DM5903.in January 2012.
 DM5903
 DM5903.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM5903.GEOID18 height accuracy estimate available here.
 DM5903
 DM5903.Click photographs - Photos may exist for this station.
 DM5903
 DM5903.The dynamic height is computed by dividing the NAVD 88
 DM5903.geopotential number by the normal gravity value computed on the
 DM5903.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM5903.degrees latitude (g = 980.6199 gals.).
 DM5903
 DM5903.The modeled gravity was interpolated from observed gravity values.
 DM5903
 DM5903;                    North         East    Units  Estimated Accuracy
 DM5903;SPC MN C     -   262,495.6     938,211.4     MT  (+/- 3 meters HH1 GPS) 
 DM5903
 DM5903_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWM4217143957(NAD 83)
 DM5903
 DM5903                          SUPERSEDED SURVEY CONTROL
 DM5903
 DM5903.No superseded survey control is available for this station.
 DM5903
 DM5903_MARKER: DD = SURVEY DISK
 DM5903_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DM5903_STAMPING: 0901 D 2007
 DM5903_MARK LOGO: MNDT
 DM5903_PROJECTION: FLUSH
 DM5903_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DM5903_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DM5903_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DM5903+SATELLITE: SATELLITE OBSERVATIONS - November 04, 2020
 DM5903_ROD/PIPE-DEPTH: 16.8 meters
 DM5903
 DM5903  HISTORY     - Date     Condition        Report By
 DM5903  HISTORY     - 2007     MONUMENTED       MNDT
 DM5903  HISTORY     - 20201104 GOOD             MNDT
 DM5903
 DM5903                          STATION DESCRIPTION
 DM5903
 DM5903'DESCRIBED BY MN DEPT OF TRANSP 2007
 DM5903'THE MARK IS 3.0 MI (4.8 KM) SOUTHWEST OF HOLYOKE.
 DM5903'
 DM5903'2.3 MILES SOUTHWEST ALONG TRUNK HIGHWAY 23 FROM THE JUNCTION TRUNK
 DM5903'HIGHWAY 23 AND COUNTY ROAD 8 NEAR HOLYOKE, AT TRUNK HIGHWAY 23 MILE
 DM5903'POINT 318.25.
 DM5903'
 DM5903'IT IS 37.9 FT (11.6 M) NORTHWEST OF TRUNK HIGHWAY 23, 30 FT (9.1 M)
 DM5903'SOUTHWEST OF GRAHAM LAKE ROAD, 1.9 FT (0.6 M) NORTHEAST OF A WITNESS
 DM5903'POST.
 DM5903
 DM5903                          STATION RECOVERY (2020)
 DM5903
 DM5903'RECOVERY NOTE BY MN DEPT OF TRANSP 2020 (KMS)
 DM5903'3.0 MI (4.8 KM) SOUTHWEST OF HOLYOKE, 2.3 MI (3.7 KM) SOUTHWEST ALONG
 DM5903'TRUNK HIGHWAY 23 FROM THE JUNCTION OF TRUNK HIGHWAY 23 AND COUNTY ROAD
 DM5903'8 NEAR HOLYOKE, AT TRUNK HIGHWAY 23 MILE POINT 318.25, 37.9 FT (11.6
 DM5903'M) NORTHWEST OF TRUNK HIGHWAY 23, 30.0 FT (9.1 M) SOUTHWEST OF GRAHAM
 DM5903'LAKE ROAD, 1.9 FT (0.6 M) NORTHEAST OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DM5904 ***********************************************************************
 DM5904  DESIGNATION -  0901 E
 DM5904  PID         -  DM5904
 DM5904  STATE/COUNTY-  MN/CARLTON
 DM5904  COUNTRY     -  US
 DM5904  USGS QUAD   -  HOLYOKE (2019)
 DM5904
 DM5904                         *CURRENT SURVEY CONTROL
 DM5904  ______________________________________________________________________
 DM5904* NAD 83(1986) POSITION- 46 27 33.     (N) 092 26 26.     (W)   SCALED
 DM5904* NAVD 88 ORTHO HEIGHT -   318.010 (meters)     1043.34  (feet) ADJUSTED
 DM5904  ______________________________________________________________________
 DM5904  GEOID HEIGHT    -        -27.888 (meters)                     GEOID18
 DM5904  DYNAMIC HEIGHT  -        318.023 (meters)     1043.38  (feet) COMP
 DM5904  MODELED GRAVITY -    980,645.8   (mgal)                       NAVD 88
 DM5904
 DM5904  VERT ORDER      -  SECOND    CLASS I
 DM5904
 DM5904.The horizontal coordinates were scaled from a map and have
 DM5904.an estimated accuracy of +/- 6 seconds.
 DM5904
 DM5904.The orthometric height was determined by differential leveling and
 DM5904.adjusted by the NATIONAL GEODETIC SURVEY
 DM5904.in January 2012.
 DM5904
 DM5904.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM5904.GEOID18 height accuracy estimate available here.
 DM5904
 DM5904.Click photographs - Photos may exist for this station.
 DM5904
 DM5904.The dynamic height is computed by dividing the NAVD 88
 DM5904.geopotential number by the normal gravity value computed on the
 DM5904.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM5904.degrees latitude (g = 980.6199 gals.).
 DM5904
 DM5904.The modeled gravity was interpolated from observed gravity values.
 DM5904
 DM5904;                    North         East    Units  Estimated Accuracy
 DM5904;SPC MN C     -   263,770.      938,980.      MT  (+/- 180 meters Scaled)
 DM5904
 DM5904_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWM429452(NAD 83)
 DM5904
 DM5904                          SUPERSEDED SURVEY CONTROL
 DM5904
 DM5904.No superseded survey control is available for this station.
 DM5904
 DM5904_MARKER: DD = SURVEY DISK
 DM5904_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DM5904_STAMPING: 0901 E 2007
 DM5904_MARK LOGO: MNDT
 DM5904_PROJECTION: FLUSH
 DM5904_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DM5904_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DM5904_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DM5904+SATELLITE: SATELLITE OBSERVATIONS - 2007
 DM5904_ROD/PIPE-DEPTH: 7.6 meters
 DM5904
 DM5904  HISTORY     - Date     Condition        Report By
 DM5904  HISTORY     - 2007     MONUMENTED       MNDT
 DM5904
 DM5904                          STATION DESCRIPTION
 DM5904
 DM5904'DESCRIBED BY MN DEPT OF TRANSP 2007
 DM5904'THE MARK IS 2.5 MI (4.0 KM) SOUTHWEST OF HOLYOKE.
 DM5904'
 DM5904'1.3 MILES SOUTHWEST ALONG TRUNK HIGHWAY 23 FROM THE JUNCTION TRUNK
 DM5904'HIGHWAY 23 AND COUNTY ROAD 8 NEAR HOLYOKE, AT TRUNK HIGHWAY 23 MILE
 DM5904'POINT 319.2.
 DM5904'
 DM5904'IT IS 30.5 FT (9.3 M) NORTHWEST OF TRUNK HIGHWAY 23, 16.8 FT (5.1 M)
 DM5904'NORTHEAST OF ENTRANC NUMBER 4325, 2.2 FT (0.7 M) SOUTHWEST OF A
 DM5904'WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DM5905 ***********************************************************************
 DM5905  DESIGNATION -  0901 F
 DM5905  PID         -  DM5905
 DM5905  STATE/COUNTY-  MN/CARLTON
 DM5905  COUNTRY     -  US
 DM5905  USGS QUAD   -  HOLYOKE (2019)
 DM5905
 DM5905                         *CURRENT SURVEY CONTROL
 DM5905  ______________________________________________________________________
 DM5905* NAD 83(1986) POSITION- 46 28 13.     (N) 092 25 57.     (W)   SCALED
 DM5905* NAVD 88 ORTHO HEIGHT -   298.248 (meters)      978.50  (feet) ADJUSTED
 DM5905  ______________________________________________________________________
 DM5905  GEOID HEIGHT    -        -27.917 (meters)                     GEOID18
 DM5905  DYNAMIC HEIGHT  -        298.260 (meters)      978.54  (feet) COMP
 DM5905  MODELED GRAVITY -    980,649.2   (mgal)                       NAVD 88
 DM5905
 DM5905  VERT ORDER      -  SECOND    CLASS I
 DM5905
 DM5905.The horizontal coordinates were scaled from a map and have
 DM5905.an estimated accuracy of +/- 6 seconds.
 DM5905
 DM5905.The orthometric height was determined by differential leveling and
 DM5905.adjusted by the NATIONAL GEODETIC SURVEY
 DM5905.in January 2012.
 DM5905
 DM5905.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM5905.GEOID18 height accuracy estimate available here.
 DM5905
 DM5905.Click photographs - Photos may exist for this station.
 DM5905
 DM5905.The dynamic height is computed by dividing the NAVD 88
 DM5905.geopotential number by the normal gravity value computed on the
 DM5905.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM5905.degrees latitude (g = 980.6199 gals.).
 DM5905
 DM5905.The modeled gravity was interpolated from observed gravity values.
 DM5905
 DM5905;                    North         East    Units  Estimated Accuracy
 DM5905;SPC MN C     -   265,020.      939,570.      MT  (+/- 180 meters Scaled)
 DM5905
 DM5905_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWM435464(NAD 83)
 DM5905
 DM5905                          SUPERSEDED SURVEY CONTROL
 DM5905
 DM5905.No superseded survey control is available for this station.
 DM5905
 DM5905_MARKER: DD = SURVEY DISK
 DM5905_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DM5905_STAMPING: 0901 F 2007
 DM5905_MARK LOGO: MNDT
 DM5905_PROJECTION: FLUSH
 DM5905_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DM5905_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DM5905_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DM5905+SATELLITE: SATELLITE OBSERVATIONS - 2007
 DM5905_ROD/PIPE-DEPTH: 4.6 meters
 DM5905
 DM5905  HISTORY     - Date     Condition        Report By
 DM5905  HISTORY     - 2007     MONUMENTED       MNDT
 DM5905
 DM5905                          STATION DESCRIPTION
 DM5905
 DM5905'DESCRIBED BY MN DEPT OF TRANSP 2007
 DM5905'THE MARK IS 2.0 MI (3.2 KM) WEST OF HOLYOKE.
 DM5905'
 DM5905'0.45 MILE SOUTHWEST ALONG TRUNK HIGHWAY 23 FROM THE JUNCTION TRUNK
 DM5905'HIGHWAY 23 AND COUNTY ROAD 8 NEAR HOLYOKE, AT TRUNK HIGHWAY 23 MILE
 DM5905'POINT 320.05.
 DM5905'
 DM5905'IT IS 54.1 FT (16.5 M) SOUTHEAST OF TRUNK HIGHWAY 23, 8.2 FT (2.5 M)
 DM5905'SOUTHWEST OF ENTRANC NUMBER 4140, 1.7 FT (0.5 M) NORTHEAST OF A
 DM5905'WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DM2803 ***********************************************************************
 DM2803  DESIGNATION -  0901 G
 DM2803  PID         -  DM2803
 DM2803  STATE/COUNTY-  MN/CARLTON
 DM2803  COUNTRY     -  US
 DM2803  USGS QUAD   -  HOLYOKE (2019)
 DM2803
 DM2803                         *CURRENT SURVEY CONTROL
 DM2803  ______________________________________________________________________
 DM2803* NAD 83(2011) POSITION- 46 28 31.58579(N) 092 25 42.98496(W)   ADJUSTED
 DM2803* NAD 83(2011) ELLIP HT-   262.783 (meters)        (06/27/12)   ADJUSTED
 DM2803* NAD 83(2011) EPOCH   -  2010.00
 DM2803* NAVD 88 ORTHO HEIGHT -   290.714 (meters)      953.78  (feet) ADJUSTED
 DM2803  ______________________________________________________________________
 DM2803  GEOID HEIGHT    -        -27.931 (meters)                     GEOID18
 DM2803  NAD 83(2011) X  -   -186,461.913 (meters)                     COMP
 DM2803  NAD 83(2011) Y  - -4,396,381.103 (meters)                     COMP
 DM2803  NAD 83(2011) Z  -  4,601,991.267 (meters)                     COMP
 DM2803  LAPLACE CORR    -          3.48  (seconds)                    DEFLEC18
 DM2803  DYNAMIC HEIGHT  -        290.727 (meters)      953.83  (feet) COMP
 DM2803  MODELED GRAVITY -    980,650.8   (mgal)                       NAVD 88
 DM2803
 DM2803  VERT ORDER      -  SECOND    CLASS I
 DM2803
 DM2803  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DM2803  Standards:
 DM2803         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DM2803            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DM2803  -------------------------------------------------------------------
 DM2803  NETWORK    0.40   0.53           0.18   0.14   0.27      0.17666183
 DM2803  -------------------------------------------------------------------
 DM2803  Click here for local accuracies and other accuracy information.
 DM2803
 DM2803.The horizontal coordinates were established by GPS observations
 DM2803.and adjusted by the National Geodetic Survey in June 2012.
 DM2803
 DM2803.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DM2803.been affixed to the stable North American tectonic plate. See 
 DM2803.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DM2803
 DM2803.The horizontal coordinates are valid at the epoch date displayed above
 DM2803.which is a decimal equivalence of Year/Month/Day.
 DM2803
 DM2803.The orthometric height was determined by differential leveling and
 DM2803.adjusted by the NATIONAL GEODETIC SURVEY
 DM2803.in January 2012.
 DM2803
 DM2803.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM2803.GEOID18 height accuracy estimate available here.
 DM2803
 DM2803.Click photographs - Photos may exist for this station.
 DM2803
 DM2803.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DM2803
 DM2803.The Laplace correction was computed from DEFLEC18 derived deflections.
 DM2803
 DM2803.The ellipsoidal height was determined by GPS observations
 DM2803.and is referenced to NAD 83.
 DM2803
 DM2803.The dynamic height is computed by dividing the NAVD 88
 DM2803.geopotential number by the normal gravity value computed on the
 DM2803.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM2803.degrees latitude (g = 980.6199 gals.).
 DM2803
 DM2803.The modeled gravity was interpolated from observed gravity values.
 DM2803
 DM2803. The following values were computed from the NAD 83(2011) position.
 DM2803
 DM2803;                    North         East     Units Scale Factor Converg.
 DM2803;SPC MN C     -   265,598.245   939,854.980   MT  0.99992502   +1 19 03.3
 DM2803;SPC MN C     -   871,383.58  3,083,507.55   sFT  0.99992502   +1 19 03.3
 DM2803;UTM  15      - 5,147,032.990   543,863.770   MT  0.99962365   +0 24 51.5
 DM2803
 DM2803!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DM2803!SPC MN C     -   0.99995881  x   0.99992502  =   0.99988383
 DM2803!UTM  15      -   0.99995881  x   0.99962365  =   0.99958247
 DM2803
 DM2803:                Primary Azimuth Mark                     Grid Az
 DM2803:SPC MN C     -  0901 H                                   024 05 31.9
 DM2803:UTM  15      -  0901 H                                   024 59 43.7
 DM2803
 DM2803_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWM4386347032(NAD 83)
 DM2803
 DM2803|---------------------------------------------------------------------|
 DM2803| PID    Reference Object                     Distance      Geod. Az  |
 DM2803|                                                           dddmmss.s |
 DM2803| DM2804 0901 H                              APPROX. 1.6 KM 0252435.2 |
 DM2803|---------------------------------------------------------------------|
 DM2803
 DM2803                          SUPERSEDED SURVEY CONTROL
 DM2803
 DM2803  NAD 83(2007)-  46 28 31.58586(N)    092 25 42.98569(W) AD(2002.00) 1
 DM2803  ELLIP H (08/26/10)  262.814  (m)                       GP(2002.00) 3 1
 DM2803  NAVD 88             290.71   (m)          953.8    (f) LEVELING    3  
 DM2803
 DM2803.Superseded values are not recommended for survey control.
 DM2803
 DM2803.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DM2803.See file dsdata.pdf to determine how the superseded data were derived.
 DM2803
 DM2803_MARKER: DD = SURVEY DISK
 DM2803_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DM2803_STAMPING: 0901 G 2007
 DM2803_MARK LOGO: MNDT
 DM2803_PROJECTION: RECESSED 5 CENTIMETERS
 DM2803_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DM2803_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DM2803_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DM2803+SATELLITE: SATELLITE OBSERVATIONS - November 03, 2020
 DM2803_ROD/PIPE-DEPTH: 7.6 meters
 DM2803
 DM2803  HISTORY     - Date     Condition        Report By
 DM2803  HISTORY     - 20070801 MONUMENTED       MNDT
 DM2803  HISTORY     - 20090518 GOOD             MNDT
 DM2803  HISTORY     - 20090929 GOOD             MNDT
 DM2803  HISTORY     - 20201103 GOOD             MNDT
 DM2803
 DM2803                          STATION DESCRIPTION
 DM2803
 DM2803'DESCRIBED BY MN DEPT OF TRANSP 2009 (WAS)
 DM2803'THE MARK WAS RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.
 DM2803'THE MARK IS 1.5 MILES WEST OF HOLYOKE, AT THE JUNCTION OF TRUNK
 DM2803'HIGHWAY 23 AND COUNTY ROAD 8, AT TRUNK HIGHWAY 23 MILEPOINT 320.5, 93
 DM2803'FEET SOUTHEAST TRUNK HIGHWAY 23, 111.2 FEET SOUTH OF N. HOLYOKE DRIVE,
 DM2803'2.0 FEET NORTHEAST OF WITNESS POST.
 DM2803
 DM2803                          STATION RECOVERY (2009)
 DM2803
 DM2803'RECOVERY NOTE BY MN DEPT OF TRANSP 2009 (JBG)
 DM2803'RECOVERED AS DESCRIBED.
 DM2803
 DM2803                          STATION RECOVERY (2020)
 DM2803
 DM2803'RECOVERY NOTE BY MN DEPT OF TRANSP 2020 (KMS)
 DM2803'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DM2805 ***********************************************************************
 DM2805  DESIGNATION -  0901 J
 DM2805  PID         -  DM2805
 DM2805  STATE/COUNTY-  MN/CARLTON
 DM2805  COUNTRY     -  US
 DM2805  USGS QUAD   -  HOLYOKE (2019)
 DM2805
 DM2805                         *CURRENT SURVEY CONTROL
 DM2805  ______________________________________________________________________
 DM2805* NAD 83(2011) POSITION- 46 29 51.56095(N) 092 24 18.17588(W)   ADJUSTED
 DM2805* NAD 83(2011) ELLIP HT-   244.511 (meters)        (06/27/12)   ADJUSTED
 DM2805* NAD 83(2011) EPOCH   -  2010.00
 DM2805* NAVD 88 ORTHO HEIGHT -   272.483 (meters)      893.97  (feet) ADJUSTED
 DM2805  ______________________________________________________________________
 DM2805  GEOID HEIGHT    -        -27.978 (meters)                     GEOID18
 DM2805  NAD 83(2011) X  -   -184,578.571 (meters)                     COMP
 DM2805  NAD 83(2011) Y  - -4,394,655.441 (meters)                     COMP
 DM2805  NAD 83(2011) Z  -  4,603,678.377 (meters)                     COMP
 DM2805  LAPLACE CORR    -          2.79  (seconds)                    DEFLEC18
 DM2805  DYNAMIC HEIGHT  -        272.497 (meters)      894.02  (feet) COMP
 DM2805  MODELED GRAVITY -    980,657.4   (mgal)                       NAVD 88
 DM2805
 DM2805  VERT ORDER      -  SECOND    CLASS I
 DM2805
 DM2805  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DM2805  Standards:
 DM2805         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DM2805            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DM2805  -------------------------------------------------------------------
 DM2805  NETWORK    0.51   0.63           0.22   0.19   0.32      0.22234373
 DM2805  -------------------------------------------------------------------
 DM2805  Click here for local accuracies and other accuracy information.
 DM2805
 DM2805.The horizontal coordinates were established by GPS observations
 DM2805.and adjusted by the National Geodetic Survey in June 2012.
 DM2805
 DM2805.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DM2805.been affixed to the stable North American tectonic plate. See 
 DM2805.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DM2805
 DM2805.The horizontal coordinates are valid at the epoch date displayed above
 DM2805.which is a decimal equivalence of Year/Month/Day.
 DM2805
 DM2805.The orthometric height was determined by differential leveling and
 DM2805.adjusted by the NATIONAL GEODETIC SURVEY
 DM2805.in January 2012.
 DM2805
 DM2805.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM2805.GEOID18 height accuracy estimate available here.
 DM2805
 DM2805.Click photographs - Photos may exist for this station.
 DM2805
 DM2805.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DM2805
 DM2805.The Laplace correction was computed from DEFLEC18 derived deflections.
 DM2805
 DM2805.The ellipsoidal height was determined by GPS observations
 DM2805.and is referenced to NAD 83.
 DM2805
 DM2805.The dynamic height is computed by dividing the NAVD 88
 DM2805.geopotential number by the normal gravity value computed on the
 DM2805.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM2805.degrees latitude (g = 980.6199 gals.).
 DM2805
 DM2805.The modeled gravity was interpolated from observed gravity values.
 DM2805
 DM2805. The following values were computed from the NAD 83(2011) position.
 DM2805
 DM2805;                    North         East     Units Scale Factor Converg.
 DM2805;SPC MN C     -   268,108.731   941,606.040   MT  0.99992605   +1 20 04.6
 DM2805;SPC MN C     -   879,620.06  3,089,252.48   sFT  0.99992605   +1 20 04.6
 DM2805;UTM  15      - 5,149,514.816   545,653.645   MT  0.99962562   +0 25 53.6
 DM2805
 DM2805!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DM2805!SPC MN C     -   0.99996167  x   0.99992605  =   0.99988772
 DM2805!UTM  15      -   0.99996167  x   0.99962562  =   0.99958731
 DM2805
 DM2805_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWM4565349514(NAD 83)
 DM2805
 DM2805                          SUPERSEDED SURVEY CONTROL
 DM2805
 DM2805  NAD 83(2007)-  46 29 51.56091(N)    092 24 18.17662(W) AD(2002.00) 1
 DM2805  ELLIP H (08/26/10)  244.540  (m)                       GP(2002.00) 3 1
 DM2805  NAVD 88             272.48   (m)          894.0    (f) LEVELING    3  
 DM2805
 DM2805.Superseded values are not recommended for survey control.
 DM2805
 DM2805.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DM2805.See file dsdata.pdf to determine how the superseded data were derived.
 DM2805
 DM2805_MARKER: DD = SURVEY DISK
 DM2805_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DM2805_STAMPING: 0901 J 2007
 DM2805_MARK LOGO: MNDT
 DM2805_PROJECTION: RECESSED 3 CENTIMETERS
 DM2805_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DM2805_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DM2805_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DM2805+SATELLITE: SATELLITE OBSERVATIONS - May 18, 2009
 DM2805_ROD/PIPE-DEPTH: 9.1 meters
 DM2805
 DM2805  HISTORY     - Date     Condition        Report By
 DM2805  HISTORY     - 20070801 MONUMENTED       MNDT
 DM2805  HISTORY     - 20090316 GOOD             MNDT
 DM2805  HISTORY     - 20090518 GOOD             MNDT
 DM2805
 DM2805                          STATION DESCRIPTION
 DM2805
 DM2805'DESCRIBED BY MN DEPT OF TRANSP 2009 (JBG)
 DM2805'RECOVERED AS DESCRIBED.
 DM2805
 DM2805                          STATION RECOVERY (2009)
 DM2805
 DM2805'RECOVERY NOTE BY MN DEPT OF TRANSP 2009 (WAS)
 DM2805'THE MARK WAS RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.
 DM2805'THE MARK IS 3.0 MILES NORTH OF HOLYOKE, 1.95 MILES NORTHEAST ALONG
 DM2805'TRUNK HIGHWAY 23 FROM THE JUNCTION OF TRUNK HIGHWAY 23 AND COUNTY ROAD
 DM2805'8 NEAR HOLYOKE, AT TRUNK HIGHWAY 23 MILEPOINT 322.4, 48.5 FEET
 DM2805'SOUTHEAST OF TRUNK HIGHWAY 23, 29.1 FEET NORTHEAST OF ENTRANCE NUMBER
 DM2805'3820, 2.3 FEET SOUTHWEST OF WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DM5906 ***********************************************************************
 DM5906  DESIGNATION -  0901 K
 DM5906  PID         -  DM5906
 DM5906  STATE/COUNTY-  MN/CARLTON
 DM5906  COUNTRY     -  US
 DM5906  USGS QUAD   -  WRENSHALL (2019)
 DM5906
 DM5906                         *CURRENT SURVEY CONTROL
 DM5906  ______________________________________________________________________
 DM5906* NAD 83(1986) POSITION- 46 30 28.     (N) 092 24 00.     (W)   SCALED
 DM5906* NAVD 88 ORTHO HEIGHT -   278.831 (meters)      914.80  (feet) ADJUSTED
 DM5906  ______________________________________________________________________
 DM5906  GEOID HEIGHT    -        -28.003 (meters)                     GEOID18
 DM5906  DYNAMIC HEIGHT  -        278.846 (meters)      914.85  (feet) COMP
 DM5906  MODELED GRAVITY -    980,660.3   (mgal)                       NAVD 88
 DM5906
 DM5906  VERT ORDER      -  SECOND    CLASS I
 DM5906
 DM5906.The horizontal coordinates were scaled from a map and have
 DM5906.an estimated accuracy of +/- 6 seconds.
 DM5906
 DM5906.The orthometric height was determined by differential leveling and
 DM5906.adjusted by the NATIONAL GEODETIC SURVEY
 DM5906.in January 2012.
 DM5906
 DM5906.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM5906.GEOID18 height accuracy estimate available here.
 DM5906
 DM5906.Click photographs - Photos may exist for this station.
 DM5906
 DM5906.The dynamic height is computed by dividing the NAVD 88
 DM5906.geopotential number by the normal gravity value computed on the
 DM5906.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM5906.degrees latitude (g = 980.6199 gals.).
 DM5906
 DM5906.The modeled gravity was interpolated from observed gravity values.
 DM5906
 DM5906;                    North         East    Units  Estimated Accuracy
 DM5906;SPC MN C     -   269,240.      941,970.      MT  (+/- 180 meters Scaled)
 DM5906
 DM5906_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWM460506(NAD 83)
 DM5906
 DM5906                          SUPERSEDED SURVEY CONTROL
 DM5906
 DM5906.No superseded survey control is available for this station.
 DM5906
 DM5906_MARKER: DD = SURVEY DISK
 DM5906_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DM5906_STAMPING: 0901 K 2007
 DM5906_MARK LOGO: MNDT
 DM5906_PROJECTION: FLUSH
 DM5906_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DM5906_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DM5906_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DM5906+SATELLITE: SATELLITE OBSERVATIONS - May 18, 2009
 DM5906_ROD/PIPE-DEPTH: 85.3 meters
 DM5906
 DM5906  HISTORY     - Date     Condition        Report By
 DM5906  HISTORY     - 2007     MONUMENTED       MNDT
 DM5906  HISTORY     - 20090518 GOOD             MNDT
 DM5906
 DM5906                          STATION DESCRIPTION
 DM5906
 DM5906'DESCRIBED BY MN DEPT OF TRANSP 2007
 DM5906'THE MARK IS 3.5 MI (5.6 KM) NORTH OF HOLYOKE.
 DM5906'
 DM5906'2.8 MILES NORTHEAST ALONG TRUNK HIGHWAY 23 FROM THE JUNCTION OF TRUNK
 DM5906'HIGHWAY 23 AND COUNTY ROAD 8 NEAR HOLYOKE, AT TRUNK HIGHWAY 23 MILE
 DM5906'POINT 323.2.
 DM5906'
 DM5906'IT IS 33 FT (10.1 M) SOUTHEAST OF TRUNK HIGHWAY 23, 10.5 FT (3.2 M)
 DM5906'NORTHEAST OF ENTRANCE, 2.5 FT (0.8 M) SOUTHWEST OF A WITNESS POST.
 DM5906
 DM5906                          STATION RECOVERY (2009)
 DM5906
 DM5906'RECOVERY NOTE BY MN DEPT OF TRANSP 2009 (DAS)
 DM5906'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DM5908 ***********************************************************************
 DM5908  DESIGNATION -  0901 L
 DM5908  PID         -  DM5908
 DM5908  STATE/COUNTY-  MN/CARLTON
 DM5908  COUNTRY     -  US
 DM5908  USGS QUAD   -  WRENSHALL (2019)
 DM5908
 DM5908                         *CURRENT SURVEY CONTROL
 DM5908  ______________________________________________________________________
 DM5908* NAD 83(1986) POSITION- 46 31 04.     (N) 092 23 22.     (W)   SCALED
 DM5908* NAVD 88 ORTHO HEIGHT -   238.794 (meters)      783.44  (feet) ADJUSTED
 DM5908  ______________________________________________________________________
 DM5908  GEOID HEIGHT    -        -28.020 (meters)                     GEOID18
 DM5908  DYNAMIC HEIGHT  -        238.807 (meters)      783.49  (feet) COMP
 DM5908  MODELED GRAVITY -    980,662.7   (mgal)                       NAVD 88
 DM5908
 DM5908  VERT ORDER      -  SECOND    CLASS I
 DM5908
 DM5908.The horizontal coordinates were scaled from a map and have
 DM5908.an estimated accuracy of +/- 6 seconds.
 DM5908
 DM5908.The orthometric height was determined by differential leveling and
 DM5908.adjusted by the NATIONAL GEODETIC SURVEY
 DM5908.in June 2012.
 DM5908
 DM5908.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM5908.GEOID18 height accuracy estimate available here.
 DM5908
 DM5908.Click photographs - Photos may exist for this station.
 DM5908
 DM5908.The dynamic height is computed by dividing the NAVD 88
 DM5908.geopotential number by the normal gravity value computed on the
 DM5908.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM5908.degrees latitude (g = 980.6199 gals.).
 DM5908
 DM5908.The modeled gravity was interpolated from observed gravity values.
 DM5908
 DM5908;                    North         East    Units  Estimated Accuracy
 DM5908;SPC MN C     -   270,370.      942,750.      MT  (+/- 180 meters Scaled)
 DM5908
 DM5908_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWM468517(NAD 83)
 DM5908
 DM5908                          SUPERSEDED SURVEY CONTROL
 DM5908
 DM5908  NAVD 88 (01/03/12)  238.808  (m)          783.49   (f) SUPERSEDED  2 1
 DM5908
 DM5908.Superseded values are not recommended for survey control.
 DM5908
 DM5908.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DM5908.See file dsdata.pdf to determine how the superseded data were derived.
 DM5908
 DM5908_MARKER: DB = BENCH MARK DISK
 DM5908_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DM5908_SP_SET: BRIDGE GUARDRAIL
 DM5908_STAMPING: 0901 L 2007
 DM5908_MARK LOGO: MNHD
 DM5908_MAGNETIC: N = NO MAGNETIC MATERIAL
 DM5908_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DM5908_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DM5908+SATELLITE: SATELLITE OBSERVATIONS - May 18, 2009
 DM5908
 DM5908  HISTORY     - Date     Condition        Report By
 DM5908  HISTORY     - 1975     MONUMENTED       MNHD
 DM5908  HISTORY     - 2007071  GOOD             MNDT
 DM5908  HISTORY     - 20090518 GOOD             MNDT
 DM5908
 DM5908                          STATION DESCRIPTION
 DM5908
 DM5908'DESCRIBED BY MN DEPT OF TRANSP 2007 (JBG)
 DM5908'THE MARK IS 4.0 MI (6.4 KM) NORTH OF HOLYOKE.
 DM5908'
 DM5908'3.6 MI NORTHEAST ALONG TRUNK HIGHWAY 23 FROM THE JUNCTION OF TRUNK
 DM5908'HIGHWAY 23 AND COUNTY ROAD 8 NEAR HOLYOKE, AT TRUNK HIGHWAY 23 MILE
 DM5908'POINT 324.1, IN RAIL IN THE NORTHWEST CORNER OF TRUNK HIGHWAY 23
 DM5908'BRIDGE NUMBER 5554 OVER NEMADJI RIVER.
 DM5908'
 DM5908'IT IS 16.3 FT (5.0 M) WEST OF TRUNK HIGHWAY 23.
 DM5908'
 DM5908'NOTE-DISK SET IN BRIDGE WHEN REMODELED IN 1975 THEN STAMPED WHEN
 DM5908'LEVELED IN 2007 DURING SURVEY.
 DM5908
 DM5908                          STATION RECOVERY (2009)
 DM5908
 DM5908'RECOVERY NOTE BY MN DEPT OF TRANSP 2009 (DAS)
 DM5908'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DM2806 ***********************************************************************
 DM2806  DESIGNATION -  0901 M
 DM2806  PID         -  DM2806
 DM2806  STATE/COUNTY-  MN/CARLTON
 DM2806  COUNTRY     -  US
 DM2806  USGS QUAD   -  WRENSHALL (2019)
 DM2806
 DM2806                         *CURRENT SURVEY CONTROL
 DM2806  ______________________________________________________________________
 DM2806* NAD 83(2011) POSITION- 46 31 49.36084(N) 092 23 04.31125(W)   ADJUSTED
 DM2806* NAD 83(2011) ELLIP HT-   249.682 (meters)        (06/27/12)   ADJUSTED
 DM2806* NAD 83(2011) EPOCH   -  2010.00
 DM2806* NAVD 88 ORTHO HEIGHT -   277.728 (meters)      911.18  (feet) ADJUSTED
 DM2806  ______________________________________________________________________
 DM2806  GEOID HEIGHT    -        -28.044 (meters)                     GEOID18
 DM2806  NAD 83(2011) X  -   -182,895.148 (meters)                     COMP
 DM2806  NAD 83(2011) Y  - -4,392,087.875 (meters)                     COMP
 DM2806  NAD 83(2011) Z  -  4,606,185.431 (meters)                     COMP
 DM2806  LAPLACE CORR    -          1.81  (seconds)                    DEFLEC18
 DM2806  DYNAMIC HEIGHT  -        277.745 (meters)      911.24  (feet) COMP
 DM2806  MODELED GRAVITY -    980,665.2   (mgal)                       NAVD 88
 DM2806
 DM2806  VERT ORDER      -  SECOND    CLASS I
 DM2806
 DM2806  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DM2806  Standards:
 DM2806         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DM2806            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DM2806  -------------------------------------------------------------------
 DM2806  NETWORK    0.45   0.57           0.20   0.16   0.29      0.02048525
 DM2806  -------------------------------------------------------------------
 DM2806  Click here for local accuracies and other accuracy information.
 DM2806
 DM2806.The horizontal coordinates were established by GPS observations
 DM2806.and adjusted by the National Geodetic Survey in June 2012.
 DM2806
 DM2806.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DM2806.been affixed to the stable North American tectonic plate. See 
 DM2806.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DM2806
 DM2806.The horizontal coordinates are valid at the epoch date displayed above
 DM2806.which is a decimal equivalence of Year/Month/Day.
 DM2806
 DM2806.The orthometric height was determined by differential leveling and
 DM2806.adjusted by the NATIONAL GEODETIC SURVEY
 DM2806.in June 2012.
 DM2806
 DM2806.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM2806.GEOID18 height accuracy estimate available here.
 DM2806
 DM2806.Click photographs - Photos may exist for this station.
 DM2806
 DM2806.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DM2806
 DM2806.The Laplace correction was computed from DEFLEC18 derived deflections.
 DM2806
 DM2806.The ellipsoidal height was determined by GPS observations
 DM2806.and is referenced to NAD 83.
 DM2806
 DM2806.The dynamic height is computed by dividing the NAVD 88
 DM2806.geopotential number by the normal gravity value computed on the
 DM2806.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM2806.degrees latitude (g = 980.6199 gals.).
 DM2806
 DM2806.The modeled gravity was interpolated from observed gravity values.
 DM2806
 DM2806. The following values were computed from the NAD 83(2011) position.
 DM2806
 DM2806;                    North         East     Units Scale Factor Converg.
 DM2806;SPC MN C     -   271,781.786   943,094.914   MT  0.99992783   +1 20 58.0
 DM2806;SPC MN C     -   891,670.74  3,094,137.23   sFT  0.99992783   +1 20 58.0
 DM2806;UTM  15      - 5,153,162.857   547,199.750   MT  0.99962738   +0 26 48.0
 DM2806
 DM2806!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DM2806!SPC MN C     -   0.99996086  x   0.99992783  =   0.99988869
 DM2806!UTM  15      -   0.99996086  x   0.99962738  =   0.99958826
 DM2806
 DM2806:                Primary Azimuth Mark                     Grid Az
 DM2806:SPC MN C     -  WHEELIE                                  210 46 36.4
 DM2806:UTM  15      -  WHEELIE                                  211 40 46.4
 DM2806
 DM2806_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWM4719953162(NAD 83)
 DM2806
 DM2806|---------------------------------------------------------------------|
 DM2806| PID    Reference Object                     Distance      Geod. Az  |
 DM2806|                                                           dddmmss.s |
 DM2806| DM2831 WHEELIE                             401.625 METERS 2120734.4 |
 DM2806|---------------------------------------------------------------------|
 DM2806
 DM2806                          SUPERSEDED SURVEY CONTROL
 DM2806
 DM2806  NAD 83(2007)-  46 31 49.36090(N)    092 23 04.31187(W) AD(2002.00) 1
 DM2806  ELLIP H (08/26/10)  249.708  (m)                       GP(2002.00) 3 1
 DM2806  NAVD 88 (01/03/12)  277.732  (m)          911.19   (f) SUPERSEDED  2 1
 DM2806  NAVD 88             277.73   (m)          911.2    (f) LEVELING    3  
 DM2806
 DM2806.Superseded values are not recommended for survey control.
 DM2806
 DM2806.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DM2806.See file dsdata.pdf to determine how the superseded data were derived.
 DM2806
 DM2806_MARKER: DD = SURVEY DISK
 DM2806_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DM2806_STAMPING: 0901 M 2007
 DM2806_MARK LOGO: MNDT
 DM2806_PROJECTION: RECESSED 3 CENTIMETERS
 DM2806_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DM2806_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DM2806_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DM2806+SATELLITE: SATELLITE OBSERVATIONS - May 18, 2009
 DM2806_ROD/PIPE-DEPTH: 4.6 meters
 DM2806
 DM2806  HISTORY     - Date     Condition        Report By
 DM2806  HISTORY     - 20070801 MONUMENTED       MNDT
 DM2806  HISTORY     - 20090518 GOOD             MNDT
 DM2806
 DM2806                          STATION DESCRIPTION
 DM2806
 DM2806'DESCRIBED BY MN DEPT OF TRANSP 2009 (WAS)
 DM2806'THE MARK WAS RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.
 DM2806'THE MARK IS 4.5 MILES NORTHEAST OF HOLYOKE, 4.5 MILES NORTHEAST ALONG
 DM2806'TRUNK HIGHWAY 23 FROM THE JUNCTION OF TRUNK HIGHWAY 23 AND COUNTY ROAD
 DM2806'8 NEAR HOLYOKE, AT TRUNK HIGHWAY 23 MILEPOINT 325.0, 59.9 FEET
 DM2806'NORTHWEST OF TRUNK HIGHWAY 23, 65 FEET NORTHEAST OF COUNTY ROAD 1, 2.3
 DM2806'FEET SOUTHWEST OF WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DM5909 ***********************************************************************
 DM5909  DESIGNATION -  0901 N
 DM5909  PID         -  DM5909
 DM5909  STATE/COUNTY-  MN/CARLTON
 DM5909  COUNTRY     -  US
 DM5909  USGS QUAD   -  FROGNER (2019)
 DM5909
 DM5909                         *CURRENT SURVEY CONTROL
 DM5909  ______________________________________________________________________
 DM5909* NAD 83(1986) POSITION- 46 32 15.     (N) 092 22 01.     (W)   SCALED
 DM5909* NAVD 88 ORTHO HEIGHT -   275.818 (meters)      904.91  (feet) ADJUSTED
 DM5909  ______________________________________________________________________
 DM5909  GEOID HEIGHT    -        -28.049 (meters)                     GEOID18
 DM5909  DYNAMIC HEIGHT  -        275.834 (meters)      904.97  (feet) COMP
 DM5909  MODELED GRAVITY -    980,667.0   (mgal)                       NAVD 88
 DM5909
 DM5909  VERT ORDER      -  SECOND    CLASS I
 DM5909
 DM5909.The horizontal coordinates were scaled from a map and have
 DM5909.an estimated accuracy of +/- 6 seconds.
 DM5909
 DM5909.The orthometric height was determined by differential leveling and
 DM5909.adjusted by the NATIONAL GEODETIC SURVEY
 DM5909.in January 2012.
 DM5909
 DM5909.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM5909.GEOID18 height accuracy estimate available here.
 DM5909
 DM5909.Click photographs - Photos may exist for this station.
 DM5909
 DM5909.The dynamic height is computed by dividing the NAVD 88
 DM5909.geopotential number by the normal gravity value computed on the
 DM5909.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM5909.degrees latitude (g = 980.6199 gals.).
 DM5909
 DM5909.The modeled gravity was interpolated from observed gravity values.
 DM5909
 DM5909;                    North         East    Units  Estimated Accuracy
 DM5909;SPC MN C     -   272,610.      944,430.      MT  (+/- 180 meters Scaled)
 DM5909
 DM5909_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWM485539(NAD 83)
 DM5909
 DM5909                          SUPERSEDED SURVEY CONTROL
 DM5909
 DM5909.No superseded survey control is available for this station.
 DM5909
 DM5909_MARKER: DD = SURVEY DISK
 DM5909_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DM5909_STAMPING: 0901 N 2007
 DM5909_MARK LOGO: MNDT
 DM5909_PROJECTION: FLUSH
 DM5909_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DM5909_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DM5909_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DM5909+SATELLITE: SATELLITE OBSERVATIONS - May 18, 2009
 DM5909_ROD/PIPE-DEPTH: 7.6 meters
 DM5909
 DM5909  HISTORY     - Date     Condition        Report By
 DM5909  HISTORY     - 2007     MONUMENTED       MNDT
 DM5909  HISTORY     - 20090518 GOOD             MNDT
 DM5909
 DM5909                          STATION DESCRIPTION
 DM5909
 DM5909'DESCRIBED BY MN DEPT OF TRANSP 2007
 DM5909'THE MARK IS 5.5 MI (8.8 KM) NORTHEAST OF HOLYOKE.
 DM5909'
 DM5909'5.5 MILES NORTHEAST ALONG TRUNK HIGHWAY 23 FROM THE JUNCTION OF TRUNK
 DM5909'HIGWAY 23 AND COUNTY ROAD 8 NEAR HOLYOKE, AT TRUNK HIGHWAY 23 MILE
 DM5909'POINT 326.0.
 DM5909'
 DM5909'IT IS 54.8 FT (16.7 M) SOUTHEAST OF TRUNK HIGHWAY 23, 72.6 FT (22.1 M)
 DM5909'NORTHEAST OF MILE POINT 326, 1.5 FT (0.5 M) NORTHWEST OF A WITNESS
 DM5909'POST.
 DM5909
 DM5909                          STATION RECOVERY (2009)
 DM5909
 DM5909'RECOVERY NOTE BY MN DEPT OF TRANSP 2009 (DAS)
 DM5909'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DM5910 ***********************************************************************
 DM5910  DESIGNATION -  0901 P
 DM5910  PID         -  DM5910
 DM5910  STATE/COUNTY-  MN/CARLTON
 DM5910  COUNTRY     -  US
 DM5910  USGS QUAD   -  FROGNER (2019)
 DM5910
 DM5910                         *CURRENT SURVEY CONTROL
 DM5910  ______________________________________________________________________
 DM5910* NAD 83(1986) POSITION- 46 32 58.     (N) 092 21 19.     (W)   SCALED
 DM5910* NAVD 88 ORTHO HEIGHT -   279.842 (meters)      918.12  (feet) ADJUSTED
 DM5910  ______________________________________________________________________
 DM5910  GEOID HEIGHT    -        -28.068 (meters)                     GEOID18
 DM5910  DYNAMIC HEIGHT  -        279.859 (meters)      918.17  (feet) COMP
 DM5910  MODELED GRAVITY -    980,669.3   (mgal)                       NAVD 88
 DM5910
 DM5910  VERT ORDER      -  SECOND    CLASS I
 DM5910
 DM5910.The horizontal coordinates were scaled from a map and have
 DM5910.an estimated accuracy of +/- 6 seconds.
 DM5910
 DM5910.The orthometric height was determined by differential leveling and
 DM5910.adjusted by the NATIONAL GEODETIC SURVEY
 DM5910.in January 2012.
 DM5910
 DM5910.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM5910.GEOID18 height accuracy estimate available here.
 DM5910
 DM5910.Click photographs - Photos may exist for this station.
 DM5910
 DM5910.The dynamic height is computed by dividing the NAVD 88
 DM5910.geopotential number by the normal gravity value computed on the
 DM5910.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM5910.degrees latitude (g = 980.6199 gals.).
 DM5910
 DM5910.The modeled gravity was interpolated from observed gravity values.
 DM5910
 DM5910;                    North         East    Units  Estimated Accuracy
 DM5910;SPC MN C     -   273,950.      945,290.      MT  (+/- 180 meters Scaled)
 DM5910
 DM5910_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWM494552(NAD 83)
 DM5910
 DM5910                          SUPERSEDED SURVEY CONTROL
 DM5910
 DM5910.No superseded survey control is available for this station.
 DM5910
 DM5910_MARKER: DD = SURVEY DISK
 DM5910_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DM5910_STAMPING: 0901 P 2007
 DM5910_MARK LOGO: MNDT
 DM5910_PROJECTION: FLUSH
 DM5910_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DM5910_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DM5910_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DM5910+SATELLITE: SATELLITE OBSERVATIONS - 2007
 DM5910_ROD/PIPE-DEPTH: 6.1 meters
 DM5910
 DM5910  HISTORY     - Date     Condition        Report By
 DM5910  HISTORY     - 2007     MONUMENTED       MNDT
 DM5910
 DM5910                          STATION DESCRIPTION
 DM5910
 DM5910'DESCRIBED BY MN DEPT OF TRANSP 2007
 DM5910'THE MARK IS 6.5 MI (10.5 KM) NORTHEAST OF HOLYOKE.
 DM5910'
 DM5910'6.5 MILES NORTHEAST ALONG TRUNK HIGHWAY 23 FROM THE JUNCTION OF TRUNK
 DM5910'HIGHWAY 23 AND COUNTY ROAD 8 NEAR HOLYOKE.AT TRUNK HIGHWAY 23 MILE
 DM5910'POINT 327.0.
 DM5910'
 DM5910'IT IS 69.1 FT (21.1 M) SOUTHEAST OF TRUNK HIGHWAY 23, 16.5 FT (5.0 M)
 DM5910'NORTHEAST OF DRIVEWAY NUMBER 3072, 73.6 FT (22.4 M) NORTHEAST OF MILE
 DM5910'POINT 327, 1.7 FT (0.5 M) SOUTHWEST OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DM2807 ***********************************************************************
 DM2807  DESIGNATION -  0901 Q
 DM2807  PID         -  DM2807
 DM2807  STATE/COUNTY-  MN/CARLTON
 DM2807  COUNTRY     -  US
 DM2807  USGS QUAD   -  FROGNER (2019)
 DM2807
 DM2807                         *CURRENT SURVEY CONTROL
 DM2807  ______________________________________________________________________
 DM2807* NAD 83(2011) POSITION- 46 33 45.39732(N) 092 20 51.22732(W)   ADJUSTED
 DM2807* NAD 83(2011) ELLIP HT-   249.257 (meters)        (06/27/12)   ADJUSTED
 DM2807* NAD 83(2011) EPOCH   -  2010.00
 DM2807* NAVD 88 ORTHO HEIGHT -   277.348 (meters)      909.93  (feet) ADJUSTED
 DM2807  ______________________________________________________________________
 DM2807  GEOID HEIGHT    -        -28.090 (meters)                     GEOID18
 DM2807  NAD 83(2011) X  -   -179,954.738 (meters)                     COMP
 DM2807  NAD 83(2011) Y  - -4,389,605.730 (meters)                     COMP
 DM2807  NAD 83(2011) Z  -  4,608,649.493 (meters)                     COMP
 DM2807  LAPLACE CORR    -          1.16  (seconds)                    DEFLEC18
 DM2807  DYNAMIC HEIGHT  -        277.366 (meters)      909.99  (feet) COMP
 DM2807  MODELED GRAVITY -    980,671.7   (mgal)                       NAVD 88
 DM2807
 DM2807  VERT ORDER      -  SECOND    CLASS I
 DM2807
 DM2807  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DM2807  Standards:
 DM2807         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DM2807            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DM2807  -------------------------------------------------------------------
 DM2807  NETWORK    0.42   0.65           0.19   0.15   0.33      0.18533627
 DM2807  -------------------------------------------------------------------
 DM2807  Click here for local accuracies and other accuracy information.
 DM2807
 DM2807.The horizontal coordinates were established by GPS observations
 DM2807.and adjusted by the National Geodetic Survey in June 2012.
 DM2807
 DM2807.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DM2807.been affixed to the stable North American tectonic plate. See 
 DM2807.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DM2807
 DM2807.The horizontal coordinates are valid at the epoch date displayed above
 DM2807.which is a decimal equivalence of Year/Month/Day.
 DM2807
 DM2807.The orthometric height was determined by differential leveling and
 DM2807.adjusted by the NATIONAL GEODETIC SURVEY
 DM2807.in January 2012.
 DM2807
 DM2807.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM2807.GEOID18 height accuracy estimate available here.
 DM2807
 DM2807.Click photographs - Photos may exist for this station.
 DM2807
 DM2807.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DM2807
 DM2807.The Laplace correction was computed from DEFLEC18 derived deflections.
 DM2807
 DM2807.The ellipsoidal height was determined by GPS observations
 DM2807.and is referenced to NAD 83.
 DM2807
 DM2807.The dynamic height is computed by dividing the NAVD 88
 DM2807.geopotential number by the normal gravity value computed on the
 DM2807.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM2807.degrees latitude (g = 980.6199 gals.).
 DM2807
 DM2807.The modeled gravity was interpolated from observed gravity values.
 DM2807
 DM2807. The following values were computed from the NAD 83(2011) position.
 DM2807
 DM2807;                    North         East     Units Scale Factor Converg.
 DM2807;SPC MN C     -   275,430.960   945,844.021   MT  0.99992990   +1 22 34.3
 DM2807;SPC MN C     -   903,643.07  3,103,156.59   sFT  0.99992990   +1 22 34.3
 DM2807;UTM  15      - 5,156,767.191   550,005.159   MT  0.99963074   +0 28 25.5
 DM2807
 DM2807!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DM2807!SPC MN C     -   0.99996093  x   0.99992990  =   0.99989083
 DM2807!UTM  15      -   0.99996093  x   0.99963074  =   0.99959168
 DM2807
 DM2807:                Primary Azimuth Mark                     Grid Az
 DM2807:SPC MN C     -  0901 R                                   018 11 40.6
 DM2807:UTM  15      -  0901 R                                   019 05 49.4
 DM2807
 DM2807_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWM5000556767(NAD 83)
 DM2807
 DM2807|---------------------------------------------------------------------|
 DM2807| PID    Reference Object                     Distance      Geod. Az  |
 DM2807|                                                           dddmmss.s |
 DM2807| DM2808 0901 R                              APPROX. 1.6 KM 0193414.9 |
 DM2807|---------------------------------------------------------------------|
 DM2807
 DM2807                          SUPERSEDED SURVEY CONTROL
 DM2807
 DM2807  NAD 83(2007)-  46 33 45.39736(N)    092 20 51.22771(W) AD(2002.00) 1
 DM2807  ELLIP H (08/26/10)  249.273  (m)                       GP(2002.00) 3 1
 DM2807  NAVD 88             277.34   (m)          909.9    (f) LEVELING    3  
 DM2807
 DM2807.Superseded values are not recommended for survey control.
 DM2807
 DM2807.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DM2807.See file dsdata.pdf to determine how the superseded data were derived.
 DM2807
 DM2807_MARKER: DD = SURVEY DISK
 DM2807_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DM2807_STAMPING: 0901 Q 2007
 DM2807_MARK LOGO: MNDT
 DM2807_PROJECTION: RECESSED 5 CENTIMETERS
 DM2807_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DM2807_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DM2807_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DM2807+SATELLITE: SATELLITE OBSERVATIONS - November 02, 2020
 DM2807_ROD/PIPE-DEPTH: 6.1 meters
 DM2807
 DM2807  HISTORY     - Date     Condition        Report By
 DM2807  HISTORY     - 20070802 MONUMENTED       MNDT
 DM2807  HISTORY     - 20090518 GOOD             MNDT
 DM2807  HISTORY     - 20201102 GOOD             MNDT
 DM2807
 DM2807                          STATION DESCRIPTION
 DM2807
 DM2807'DESCRIBED BY MN DEPT OF TRANSP 2009 (WAS)
 DM2807'THE MARK WAS RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.
 DM2807'THE MARK IS 7.5 MILES NORTHEAST OF HOLYOKE, 7.5 MILES NORTHEAST ALONG
 DM2807'TRUNK HIGHWAY 23 FROM THE JUNCTION OF TRUNK HIGHWAY 23 AND COUNTY ROAD
 DM2807'8 NEAR HOLYOKE, AT TRUNK HIGHWAY 23 MILEPOINT 328.0, 28.5 FEET
 DM2807'SOUTHEAST OF TRUNK HIGHWAY 23, 82.7 FEET SOUTH OF MILEPOST 328, 1.5
 DM2807'FEET NORTHWEST OF WITNESS POST.
 DM2807
 DM2807                          STATION RECOVERY (2020)
 DM2807
 DM2807'RECOVERY NOTE BY MN DEPT OF TRANSP 2020 (DAS)
 DM2807'7.5 MI (12.1 KM) NORTHEAST OF HOLYOKE, 7.5 MI (12.1 KM) NORTHEAST
 DM2807'ALONG TRUNK HIGHWAY 23 FROM THE JUNCTION OF TRUNK HIGHWAY 23 AND
 DM2807'COUNTY ROAD 8 NEAR HOLYOKE, AT TRUNK HIGHWAY 23 MILE POINT 328.0, 28.5
 DM2807'FT (8.7 M) SOUTHEAST OF TRUNK HIGHWAY 23, 82.7 FT (25.2 M) SOUTH OF
 DM2807'MILEPOST 328, 1.5 FT (0.5 M) NORTHWEST OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DM2808 ***********************************************************************
 DM2808  DESIGNATION -  0901 R
 DM2808  PID         -  DM2808
 DM2808  STATE/COUNTY-  MN/CARLTON
 DM2808  COUNTRY     -  US
 DM2808  USGS QUAD   -  FROGNER (2019)
 DM2808
 DM2808                         *CURRENT SURVEY CONTROL
 DM2808  ______________________________________________________________________
 DM2808* NAD 83(2011) POSITION- 46 34 35.02209(N) 092 20 25.64295(W)   ADJUSTED
 DM2808* NAD 83(2011) ELLIP HT-   257.988 (meters)        (06/27/12)   ADJUSTED
 DM2808* NAD 83(2011) EPOCH   -  2010.00
 DM2808* NAVD 88 ORTHO HEIGHT -   286.110 (meters)      938.68  (feet) ADJUSTED
 DM2808  ______________________________________________________________________
 DM2808  GEOID HEIGHT    -        -28.113 (meters)                     GEOID18
 DM2808  NAD 83(2011) X  -   -179,365.065 (meters)                     COMP
 DM2808  NAD 83(2011) Y  - -4,388,522.102 (meters)                     COMP
 DM2808  NAD 83(2011) Z  -  4,609,709.317 (meters)                     COMP
 DM2808  LAPLACE CORR    -          0.77  (seconds)                    DEFLEC18
 DM2808  DYNAMIC HEIGHT  -        286.129 (meters)      938.74  (feet) COMP
 DM2808  MODELED GRAVITY -    980,674.1   (mgal)                       NAVD 88
 DM2808
 DM2808  VERT ORDER      -  SECOND    CLASS I
 DM2808
 DM2808  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DM2808  Standards:
 DM2808         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DM2808            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DM2808  -------------------------------------------------------------------
 DM2808  NETWORK    0.45   0.65           0.20   0.16   0.33      0.18802201
 DM2808  -------------------------------------------------------------------
 DM2808  Click here for local accuracies and other accuracy information.
 DM2808
 DM2808.The horizontal coordinates were established by GPS observations
 DM2808.and adjusted by the National Geodetic Survey in June 2012.
 DM2808
 DM2808.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DM2808.been affixed to the stable North American tectonic plate. See 
 DM2808.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DM2808
 DM2808.The horizontal coordinates are valid at the epoch date displayed above
 DM2808.which is a decimal equivalence of Year/Month/Day.
 DM2808
 DM2808.The orthometric height was determined by differential leveling and
 DM2808.adjusted by the NATIONAL GEODETIC SURVEY
 DM2808.in January 2012.
 DM2808
 DM2808.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM2808.GEOID18 height accuracy estimate available here.
 DM2808
 DM2808.Click photographs - Photos may exist for this station.
 DM2808
 DM2808.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DM2808
 DM2808.The Laplace correction was computed from DEFLEC18 derived deflections.
 DM2808
 DM2808.The ellipsoidal height was determined by GPS observations
 DM2808.and is referenced to NAD 83.
 DM2808
 DM2808.The dynamic height is computed by dividing the NAVD 88
 DM2808.geopotential number by the normal gravity value computed on the
 DM2808.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM2808.degrees latitude (g = 980.6199 gals.).
 DM2808
 DM2808.The modeled gravity was interpolated from observed gravity values.
 DM2808
 DM2808. The following values were computed from the NAD 83(2011) position.
 DM2808
 DM2808;                    North         East     Units Scale Factor Converg.
 DM2808;SPC MN C     -   276,975.855   946,351.795   MT  0.99993089   +1 22 52.8
 DM2808;SPC MN C     -   908,711.62  3,104,822.51   sFT  0.99993089   +1 22 52.8
 DM2808;UTM  15      - 5,158,303.437   550,537.042   MT  0.99963139   +0 28 44.5
 DM2808
 DM2808!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DM2808!SPC MN C     -   0.99995956  x   0.99993089  =   0.99989045
 DM2808!UTM  15      -   0.99995956  x   0.99963139  =   0.99959096
 DM2808
 DM2808:                Primary Azimuth Mark                     Grid Az
 DM2808:SPC MN C     -  0901 Q                                   198 11 40.7
 DM2808:UTM  15      -  0901 Q                                   199 05 49.0
 DM2808
 DM2808_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWM5053758303(NAD 83)
 DM2808
 DM2808|---------------------------------------------------------------------|
 DM2808| PID    Reference Object                     Distance      Geod. Az  |
 DM2808|                                                           dddmmss.s |
 DM2808| DM2807 0901 Q                              APPROX. 1.6 KM 1993433.5 |
 DM2808|---------------------------------------------------------------------|
 DM2808
 DM2808                          SUPERSEDED SURVEY CONTROL
 DM2808
 DM2808  NAD 83(2007)-  46 34 35.02208(N)    092 20 25.64342(W) AD(2002.00) 1
 DM2808  ELLIP H (08/26/10)  258.003  (m)                       GP(2002.00) 3 1
 DM2808  NAVD 88             286.11   (m)          938.7    (f) LEVELING    3  
 DM2808
 DM2808.Superseded values are not recommended for survey control.
 DM2808
 DM2808.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DM2808.See file dsdata.pdf to determine how the superseded data were derived.
 DM2808
 DM2808_MARKER: DD = SURVEY DISK
 DM2808_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DM2808_STAMPING: 0901 R 2007
 DM2808_MARK LOGO: MNDT
 DM2808_PROJECTION: FLUSH
 DM2808_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DM2808_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DM2808_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DM2808+SATELLITE: SATELLITE OBSERVATIONS - December 24, 2019
 DM2808_ROD/PIPE-DEPTH: 4.6 meters
 DM2808
 DM2808  HISTORY     - Date     Condition        Report By
 DM2808  HISTORY     - 20070802 MONUMENTED       MNDT
 DM2808  HISTORY     - 20090518 GOOD             MNDT
 DM2808  HISTORY     - 20160602 GOOD             MNDT
 DM2808  HISTORY     - 20191224 GOOD             MNDT
 DM2808
 DM2808                          STATION DESCRIPTION
 DM2808
 DM2808'DESCRIBED BY MN DEPT OF TRANSP 2009 (WAS)
 DM2808'THE MARK WAS RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.
 DM2808'THE MARK IS 8.5 MILES NORTHEAST OF HOLYOKE, 8.5 MILES NORTHEAST ALONG
 DM2808'TRUNK HIGHWAY 23 FROM THE JUNCTION OF TRUNK HIGHWAY 23 AND COUNTY ROAD
 DM2808'8 NEAR HOLYOKE, AT TRUNK HIGHWAY 23 MILEPOINT 329.0, 100.6 FEET
 DM2808'SOUTHEAST OF TRUNK HIGHWAY 23, 28 FEET SOUTH OF BARKER ROAD, 8.1 FEET
 DM2808'SOUTHWEST OF POWER POLE, 3.0 FEET SOUTH OF WITNESS POST.
 DM2808
 DM2808                          STATION RECOVERY (2016)
 DM2808
 DM2808'RECOVERY NOTE BY MN DEPT OF TRANSP 2016 (DAS)
 DM2808'RECOVERED IN GOOD CONDITION.
 DM2808
 DM2808                          STATION RECOVERY (2019)
 DM2808
 DM2808'RECOVERY NOTE BY MN DEPT OF TRANSP 2019 (MPP)
 DM2808'8.5 MI (13.7 KM) NORTHEAST OF HOLYOKE, 8.5 MI (13.7 KM) NORTHEAST
 DM2808'ALONG TRUNK HIGHWAY 23 FROM THE JUNCTION OF TRUNK HIGHWAY 23 AND
 DM2808'COUNTY ROAD 8 NEAR HOLYOKE, AT TRUNK HIGHWAY 23 MILEPOST 329.0, 100.6
 DM2808'FT (30.7 M) SOUTHEAST OF TRUNK HIGHWAY 23, 28.0 FT (8.5 M) SOUTH OF
 DM2808'BARKER ROAD, 8.1 FT (2.5 M) SOUTHWEST OF A POWER POLE, 3.0 FT (0.9 M)
 DM2808'SOUTH OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DM5911 ***********************************************************************
 DM5911  DESIGNATION -  0901 S
 DM5911  PID         -  DM5911
 DM5911  STATE/COUNTY-  MN/CARLTON
 DM5911  COUNTRY     -  US
 DM5911  USGS QUAD   -  FROGNER (2019)
 DM5911
 DM5911                         *CURRENT SURVEY CONTROL
 DM5911  ______________________________________________________________________
 DM5911* NAD 83(1986) POSITION- 46 35 23.     (N) 092 20 07.     (W)   SCALED
 DM5911* NAVD 88 ORTHO HEIGHT -   282.619 (meters)      927.23  (feet) ADJUSTED
 DM5911  ______________________________________________________________________
 DM5911  GEOID HEIGHT    -        -28.135 (meters)                     GEOID18
 DM5911  DYNAMIC HEIGHT  -        282.639 (meters)      927.29  (feet) COMP
 DM5911  MODELED GRAVITY -    980,676.3   (mgal)                       NAVD 88
 DM5911
 DM5911  VERT ORDER      -  SECOND    CLASS I
 DM5911
 DM5911.The horizontal coordinates were scaled from a map and have
 DM5911.an estimated accuracy of +/- 6 seconds.
 DM5911
 DM5911.The orthometric height was determined by differential leveling and
 DM5911.adjusted by the NATIONAL GEODETIC SURVEY
 DM5911.in January 2012.
 DM5911
 DM5911.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM5911.GEOID18 height accuracy estimate available here.
 DM5911
 DM5911.Click photographs - Photos may exist for this station.
 DM5911
 DM5911.The dynamic height is computed by dividing the NAVD 88
 DM5911.geopotential number by the normal gravity value computed on the
 DM5911.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM5911.degrees latitude (g = 980.6199 gals.).
 DM5911
 DM5911.The modeled gravity was interpolated from observed gravity values.
 DM5911
 DM5911;                    North         East    Units  Estimated Accuracy
 DM5911;SPC MN C     -   278,470.      946,710.      MT  (+/- 180 meters Scaled)
 DM5911
 DM5911_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWM509597(NAD 83)
 DM5911
 DM5911                          SUPERSEDED SURVEY CONTROL
 DM5911
 DM5911.No superseded survey control is available for this station.
 DM5911
 DM5911_MARKER: DD = SURVEY DISK
 DM5911_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DM5911_STAMPING: 0901 S 2007
 DM5911_MARK LOGO: MNDT
 DM5911_PROJECTION: RECESSED 5 CENTIMETERS
 DM5911_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DM5911_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DM5911_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DM5911+SATELLITE: SATELLITE OBSERVATIONS - 2007
 DM5911_ROD/PIPE-DEPTH: 15.2 meters
 DM5911
 DM5911  HISTORY     - Date     Condition        Report By
 DM5911  HISTORY     - 2007     MONUMENTED       MNDT
 DM5911
 DM5911                          STATION DESCRIPTION
 DM5911
 DM5911'DESCRIBED BY MN DEPT OF TRANSP 2007
 DM5911'THE MARK IS 3.0 MI (4.8 KM) SOUTHEAST OF WRENSHALL.
 DM5911'
 DM5911'0.45 MILE SOUTH ALONG TRUNK HIGHWAY 23 FROM THE JUNCTION OF TRUNK
 DM5911'HIGHWAY 23 AND COUNTY ROAD 4, AT TRUNK HIGHWAY 23 MILE POINT 330.
 DM5911'
 DM5911'IT IS 48.3 FT (14.7 M) EAST OF TRUNK HIGHWAY 23, 69 FT (21.0 M)
 DM5911'SOUTHEAST OF MILE POINT 330, 1.5 FT (0.5 M) WEST OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DM2809 ***********************************************************************
 DM2809  DESIGNATION -  0901 T
 DM2809  PID         -  DM2809
 DM2809  STATE/COUNTY-  MN/CARLTON
 DM2809  COUNTRY     -  US
 DM2809  USGS QUAD   -  FROGNER (2019)
 DM2809
 DM2809                         *CURRENT SURVEY CONTROL
 DM2809  ______________________________________________________________________
 DM2809* NAD 83(2011) POSITION- 46 36 13.92951(N) 092 20 03.28202(W)   ADJUSTED
 DM2809* NAD 83(2011) ELLIP HT-   277.781 (meters)        (06/27/12)   ADJUSTED
 DM2809* NAD 83(2011) EPOCH   -  2010.00
 DM2809* NAVD 88 ORTHO HEIGHT -   305.953 (meters)     1003.78  (feet) ADJUSTED
 DM2809  ______________________________________________________________________
 DM2809  GEOID HEIGHT    -        -28.159 (meters)                     GEOID18
 DM2809  NAD 83(2011) X  -   -178,799.495 (meters)                     COMP
 DM2809  NAD 83(2011) Y  - -4,386,338.175 (meters)                     COMP
 DM2809  NAD 83(2011) Z  -  4,611,822.613 (meters)                     COMP
 DM2809  LAPLACE CORR    -          0.35  (seconds)                    DEFLEC18
 DM2809  DYNAMIC HEIGHT  -        305.975 (meters)     1003.85  (feet) COMP
 DM2809  MODELED GRAVITY -    980,678.2   (mgal)                       NAVD 88
 DM2809
 DM2809  VERT ORDER      -  SECOND    CLASS I
 DM2809
 DM2809  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DM2809  Standards:
 DM2809         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DM2809            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DM2809  -------------------------------------------------------------------
 DM2809  NETWORK    0.49   0.65           0.22   0.17   0.33      0.14248310
 DM2809  -------------------------------------------------------------------
 DM2809  Click here for local accuracies and other accuracy information.
 DM2809
 DM2809.The horizontal coordinates were established by GPS observations
 DM2809.and adjusted by the National Geodetic Survey in June 2012.
 DM2809
 DM2809.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DM2809.been affixed to the stable North American tectonic plate. See 
 DM2809.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DM2809
 DM2809.The horizontal coordinates are valid at the epoch date displayed above
 DM2809.which is a decimal equivalence of Year/Month/Day.
 DM2809
 DM2809.The orthometric height was determined by differential leveling and
 DM2809.adjusted by the NATIONAL GEODETIC SURVEY
 DM2809.in January 2012.
 DM2809
 DM2809.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM2809.GEOID18 height accuracy estimate available here.
 DM2809
 DM2809.Click photographs - Photos may exist for this station.
 DM2809
 DM2809.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DM2809
 DM2809.The Laplace correction was computed from DEFLEC18 derived deflections.
 DM2809
 DM2809.The ellipsoidal height was determined by GPS observations
 DM2809.and is referenced to NAD 83.
 DM2809
 DM2809.The dynamic height is computed by dividing the NAVD 88
 DM2809.geopotential number by the normal gravity value computed on the
 DM2809.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM2809.degrees latitude (g = 980.6199 gals.).
 DM2809
 DM2809.The modeled gravity was interpolated from observed gravity values.
 DM2809
 DM2809. The following values were computed from the NAD 83(2011) position.
 DM2809
 DM2809;                    North         East     Units Scale Factor Converg.
 DM2809;SPC MN C     -   280,040.369   946,753.897   MT  0.99993302   +1 23 09.0
 DM2809;SPC MN C     -   918,765.78  3,106,141.74   sFT  0.99993302   +1 23 09.0
 DM2809;UTM  15      - 5,161,360.322   550,987.211   MT  0.99963195   +0 29 01.5
 DM2809
 DM2809!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DM2809!SPC MN C     -   0.99995646  x   0.99993302  =   0.99988948
 DM2809!UTM  15      -   0.99995646  x   0.99963195  =   0.99958842
 DM2809
 DM2809_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWM5098761360(NAD 83)
 DM2809
 DM2809                          SUPERSEDED SURVEY CONTROL
 DM2809
 DM2809  NAD 83(2007)-  46 36 13.92950(N)    092 20 03.28246(W) AD(2002.00) 1
 DM2809  ELLIP H (08/26/10)  277.797  (m)                       GP(2002.00) 3 1
 DM2809  NAVD 88             305.95   (m)         1003.8    (f) LEVELING    3  
 DM2809
 DM2809.Superseded values are not recommended for survey control.
 DM2809
 DM2809.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DM2809.See file dsdata.pdf to determine how the superseded data were derived.
 DM2809
 DM2809_MARKER: DD = SURVEY DISK
 DM2809_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DM2809_STAMPING: 0901 T 2007
 DM2809_MARK LOGO: MNDT
 DM2809_PROJECTION: RECESSED 3 CENTIMETERS
 DM2809_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DM2809_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DM2809_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DM2809+SATELLITE: SATELLITE OBSERVATIONS - November 02, 2020
 DM2809_ROD/PIPE-DEPTH: 15.2 meters
 DM2809
 DM2809  HISTORY     - Date     Condition        Report By
 DM2809  HISTORY     - 20070802 MONUMENTED       MNDT
 DM2809  HISTORY     - 20090518 GOOD             MNDT
 DM2809  HISTORY     - 20201102 GOOD             MNDT
 DM2809
 DM2809                          STATION DESCRIPTION
 DM2809
 DM2809'DESCRIBED BY MN DEPT OF TRANSP 2009 (WAS)
 DM2809'THE MARK WAS RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.
 DM2809'THE MARK IS 2.5 MILES SOUTHWEST OF WRENSHALL, 0.55 MILE NORTHEAST
 DM2809'ALONG TRUNK HIGHWAY 23 FROM THE JUNCTION OF TRUNK HIGHWAY 23 AND
 DM2809'COUNTY ROAD 4, AT TRUNK HIGHWAY 23 MILEPOINT 331.0, 30.2 FEET
 DM2809'NORTHWEST OF TRUNK HIGHWAY 23, 13.8 FEET NORTH OF ENTRANCE, 3.7 FEET
 DM2809'SOUTHWEST OF WITNESS POST.
 DM2809
 DM2809                          STATION RECOVERY (2020)
 DM2809
 DM2809'RECOVERY NOTE BY MN DEPT OF TRANSP 2020 (DAS)
 DM2809'2.5 MI (4.0 KM) SOUTHWEST OF WRENSHALL, 0.55 MI (0.88 KM) NORTHEAST
 DM2809'ALONG TRUNK HIGHWAY 23 FROM THE JUNCTION OF TRUNK HIGHWAY 23 AND
 DM2809'COUNTY ROAD 4, AT TRUNK HIGHWAY 23 MILEPOST 331.0, 30.2 FT (9.2 M)
 DM2809'NORTHWEST OF TRUNK HIGHWAY 23, 13.8 FT (4.2 M) NORTH OF AN ENTRANCE,
 DM2809'3.7 FT (1.1 M) SOUTHWEST OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DM5623 ***********************************************************************
 DM5623  DESIGNATION -  0901 U
 DM5623  PID         -  DM5623
 DM5623  STATE/COUNTY-  MN/CARLTON
 DM5623  COUNTRY     -  US
 DM5623  USGS QUAD   -  FROGNER (2019)
 DM5623
 DM5623                         *CURRENT SURVEY CONTROL
 DM5623  ______________________________________________________________________
 DM5623* NAD 83(1986) POSITION- 46 37 03.     (N) 092 19 39.     (W)   SCALED
 DM5623* NAVD 88 ORTHO HEIGHT -   305.359 (meters)     1001.83  (feet) ADJUSTED
 DM5623  ______________________________________________________________________
 DM5623  GEOID HEIGHT    -        -28.183 (meters)                     GEOID18
 DM5623  DYNAMIC HEIGHT  -        305.382 (meters)     1001.91  (feet) COMP
 DM5623  MODELED GRAVITY -    980,680.0   (mgal)                       NAVD 88
 DM5623
 DM5623  VERT ORDER      -  SECOND    CLASS I
 DM5623
 DM5623.The horizontal coordinates were scaled from a map and have
 DM5623.an estimated accuracy of +/- 6 seconds.
 DM5623
 DM5623.The orthometric height was determined by differential leveling and
 DM5623.adjusted by the NATIONAL GEODETIC SURVEY
 DM5623.in January 2012.
 DM5623
 DM5623.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM5623.GEOID18 height accuracy estimate available here.
 DM5623
 DM5623.Click photographs - Photos may exist for this station.
 DM5623
 DM5623.The dynamic height is computed by dividing the NAVD 88
 DM5623.geopotential number by the normal gravity value computed on the
 DM5623.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM5623.degrees latitude (g = 980.6199 gals.).
 DM5623
 DM5623.The modeled gravity was interpolated from observed gravity values.
 DM5623
 DM5623;                    North         East    Units  Estimated Accuracy
 DM5623;SPC MN C     -   281,570.      947,230.      MT  (+/- 180 meters Scaled)
 DM5623
 DM5623_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWM514628(NAD 83)
 DM5623
 DM5623                          SUPERSEDED SURVEY CONTROL
 DM5623
 DM5623.No superseded survey control is available for this station.
 DM5623
 DM5623_MARKER: DD = SURVEY DISK
 DM5623_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DM5623_STAMPING: 0901 U 2007
 DM5623_MARK LOGO: MNDT
 DM5623_PROJECTION: RECESSED 5 CENTIMETERS
 DM5623_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DM5623_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DM5623_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DM5623+SATELLITE: SATELLITE OBSERVATIONS - May 18, 2009
 DM5623_ROD/PIPE-DEPTH: 10.7 meters
 DM5623
 DM5623  HISTORY     - Date     Condition        Report By
 DM5623  HISTORY     - 2007     MONUMENTED       MNDT
 DM5623  HISTORY     - 20090518 GOOD             MNDT
 DM5623
 DM5623                          STATION DESCRIPTION
 DM5623
 DM5623'DESCRIBED BY MN DEPT OF TRANSP 2009 (DAS)
 DM5623'THE MARK IS 2.7 MI (4.3 KM) EAST OF WRENSHALL, 1.55 MI (2.5 KM)
 DM5623'NORTHEAST ALONG TRUNK HIGHWAY 23 FROM THE JUNCTION OF TRUNK HIGHWAY 23
 DM5623'AND COUNTY ROAD 4, AT TRUNK HIGHWAY 23 MILE POINT 332.
 DM5623'
 DM5623'IT IS 48.9 FT (14.9 M) WEST OF TRUNK HIGHWAY 23, 77.5 FT (23.6 M) WEST
 DM5623'OF MILE POINT 332, 2.3 FT (0.7 M) EAST OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DM2810 ***********************************************************************
 DM2810  DESIGNATION -  0901 V
 DM2810  PID         -  DM2810
 DM2810  STATE/COUNTY-  MN/CARLTON
 DM2810  COUNTRY     -  US
 DM2810  USGS QUAD   -  ESKO (2019)
 DM2810
 DM2810                         *CURRENT SURVEY CONTROL
 DM2810  ______________________________________________________________________
 DM2810* NAD 83(2011) POSITION- 46 37 50.92496(N) 092 19 17.06194(W)   ADJUSTED
 DM2810* NAD 83(2011) ELLIP HT-   274.044 (meters)        (06/27/12)   ADJUSTED
 DM2810* NAD 83(2011) EPOCH   -  2010.00
 DM2810* NAVD 88 ORTHO HEIGHT -   302.260 (meters)      991.66  (feet) ADJUSTED
 DM2810  ______________________________________________________________________
 DM2810  GEOID HEIGHT    -        -28.209 (meters)                     GEOID18
 DM2810  NAD 83(2011) X  -   -177,728.315 (meters)                     COMP
 DM2810  NAD 83(2011) Y  - -4,384,200.475 (meters)                     COMP
 DM2810  NAD 83(2011) Z  -  4,613,877.220 (meters)                     COMP
 DM2810  LAPLACE CORR    -          0.95  (seconds)                    DEFLEC18
 DM2810  DYNAMIC HEIGHT  -        302.283 (meters)      991.74  (feet) COMP
 DM2810  MODELED GRAVITY -    980,681.2   (mgal)                       NAVD 88
 DM2810
 DM2810  VERT ORDER      -  SECOND    CLASS I
 DM2810
 DM2810  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DM2810  Standards:
 DM2810         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DM2810            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DM2810  -------------------------------------------------------------------
 DM2810  NETWORK    0.42   0.57           0.19   0.15   0.29      0.15574768
 DM2810  -------------------------------------------------------------------
 DM2810  Click here for local accuracies and other accuracy information.
 DM2810
 DM2810.The horizontal coordinates were established by GPS observations
 DM2810.and adjusted by the National Geodetic Survey in June 2012.
 DM2810
 DM2810.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DM2810.been affixed to the stable North American tectonic plate. See 
 DM2810.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DM2810
 DM2810.The horizontal coordinates are valid at the epoch date displayed above
 DM2810.which is a decimal equivalence of Year/Month/Day.
 DM2810
 DM2810.The orthometric height was determined by differential leveling and
 DM2810.adjusted by the NATIONAL GEODETIC SURVEY
 DM2810.in January 2012.
 DM2810
 DM2810.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM2810.GEOID18 height accuracy estimate available here.
 DM2810
 DM2810.Click photographs - Photos may exist for this station.
 DM2810
 DM2810.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DM2810
 DM2810.The Laplace correction was computed from DEFLEC18 derived deflections.
 DM2810
 DM2810.The ellipsoidal height was determined by GPS observations
 DM2810.and is referenced to NAD 83.
 DM2810
 DM2810.The dynamic height is computed by dividing the NAVD 88
 DM2810.geopotential number by the normal gravity value computed on the
 DM2810.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM2810.degrees latitude (g = 980.6199 gals.).
 DM2810
 DM2810.The modeled gravity was interpolated from observed gravity values.
 DM2810
 DM2810. The following values were computed from the NAD 83(2011) position.
 DM2810
 DM2810;                    North         East     Units Scale Factor Converg.
 DM2810;SPC MN C     -   283,058.247   947,664.294   MT  0.99993534   +1 23 42.4
 DM2810;SPC MN C     -   928,666.93  3,109,128.60   sFT  0.99993534   +1 23 42.4
 DM2810;UTM  15      - 5,164,362.589   551,944.712   MT  0.99963316   +0 29 35.9
 DM2810
 DM2810!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DM2810!SPC MN C     -   0.99995704  x   0.99993534  =   0.99989239
 DM2810!UTM  15      -   0.99995704  x   0.99963316  =   0.99959022
 DM2810
 DM2810_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWM5194464362(NAD 83)
 DM2810
 DM2810|---------------------------------------------------------------------|
 DM2810| PID    Reference Object                     Distance      Geod. Az  |
 DM2810|                                                           dddmmss.s |
 DM2810| DM2822 HURAY                               324.619 METERS 18753     |
 DM2810|---------------------------------------------------------------------|
 DM2810
 DM2810                          SUPERSEDED SURVEY CONTROL
 DM2810
 DM2810  NAD 83(2007)-  46 37 50.92491(N)    092 19 17.06231(W) AD(2002.00) 1
 DM2810  ELLIP H (08/26/10)  274.059  (m)                       GP(2002.00) 3 1
 DM2810  NAVD 88             302.26   (m)          991.7    (f) LEVELING    3  
 DM2810
 DM2810.Superseded values are not recommended for survey control.
 DM2810
 DM2810.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DM2810.See file dsdata.pdf to determine how the superseded data were derived.
 DM2810
 DM2810_MARKER: DD = SURVEY DISK
 DM2810_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DM2810_STAMPING: 0901 V 2007
 DM2810_MARK LOGO: MNDT
 DM2810_PROJECTION: FLUSH
 DM2810_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DM2810_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DM2810_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DM2810+SATELLITE: SATELLITE OBSERVATIONS - May 18, 2009
 DM2810_ROD/PIPE-DEPTH: 7.6 meters
 DM2810
 DM2810  HISTORY     - Date     Condition        Report By
 DM2810  HISTORY     - 20070809 MONUMENTED       MNDT
 DM2810  HISTORY     - 20090316 GOOD             MNDT
 DM2810  HISTORY     - 20090518 GOOD             MNDT
 DM2810
 DM2810                          STATION DESCRIPTION
 DM2810
 DM2810'DESCRIBED BY MN DEPT OF TRANSP 2009 (JBG)
 DM2810'THE MARK IS 3.2 MI (5.1 KM) NORTHEAST OF WRENSHALL.
 DM2810'
 DM2810'2.55 MILES NORTHEAST ALONG TRUNK HIGHWAY 23 FROM THE JUNCTION OF TRUNK
 DM2810'HIGHWAY 23 AND COUNTY ROAD 4, AT TRUNK HIGHWAY 23 MILE POINT 333.
 DM2810'
 DM2810'IT IS 32.2 FT (9.8 M) SOUTHEAST OF TRUNK HIGHWAY 23, 26.3 FT (8.0 M)
 DM2810'NORTH OF MILE POINT 333, 1.5 FT (0.5 M) NORTHWEST OF A WITNESS POST.
 DM2810
 DM2810                          STATION RECOVERY (2009)
 DM2810
 DM2810'RECOVERY NOTE BY MN DEPT OF TRANSP 2009 (WAS)
 DM2810'THE MARK WAS RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.
 DM2810'THE MARK IS 3.2 MILES NORTHEAST OF WRENSHALL, 2.55 MILES NORTHEAST
 DM2810'ALONG TRUNK HIGHWAY 23 FROM THE JUNCTION OF TRUNK HIGHWAY 23 AND
 DM2810'COUNTY ROAD 4, AT TRUNK HIGHWAY 23 MILE POINT 333.0, 32.2 FEET
 DM2810'SOUTHEAST OF TRUNK HIGHWAY 23, 26.3 FEET NORTH OF MILE POST 333, 1.5
 DM2810'FEET NORTHWEST OF WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DM5624 ***********************************************************************
 DM5624  DESIGNATION -  0901 W
 DM5624  PID         -  DM5624
 DM5624  STATE/COUNTY-  MN/CARLTON
 DM5624  COUNTRY     -  US
 DM5624  USGS QUAD   -  ESKO (2019)
 DM5624
 DM5624                         *CURRENT SURVEY CONTROL
 DM5624  ______________________________________________________________________
 DM5624* NAD 83(1986) POSITION- 46 38 36.34   (N) 092 18 41.12   (W)   HD_HELD1
 DM5624* NAVD 88 ORTHO HEIGHT -   273.933 (meters)      898.73  (feet) ADJUSTED
 DM5624  ______________________________________________________________________
 DM5624  GEOID HEIGHT    -        -28.229 (meters)                     GEOID18
 DM5624  DYNAMIC HEIGHT  -        273.954 (meters)      898.80  (feet) COMP
 DM5624  MODELED GRAVITY -    980,684.9   (mgal)                       NAVD 88
 DM5624
 DM5624  VERT ORDER      -  SECOND    CLASS I
 DM5624
 DM5624.The horizontal coordinates were determined by differentially corrected
 DM5624.hand held GPS observations or other comparable positioning techniques
 DM5624.and have an estimated accuracy of +/- 3 meters.
 DM5624
 DM5624.The orthometric height was determined by differential leveling and
 DM5624.adjusted by the NATIONAL GEODETIC SURVEY
 DM5624.in January 2012.
 DM5624
 DM5624.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM5624.GEOID18 height accuracy estimate available here.
 DM5624
 DM5624.Click photographs - Photos may exist for this station.
 DM5624
 DM5624.The dynamic height is computed by dividing the NAVD 88
 DM5624.geopotential number by the normal gravity value computed on the
 DM5624.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM5624.degrees latitude (g = 980.6199 gals.).
 DM5624
 DM5624.The modeled gravity was interpolated from observed gravity values.
 DM5624
 DM5624;                    North         East    Units  Estimated Accuracy
 DM5624;SPC MN C     -   284,478.8     948,394.2     MT  (+/- 3 meters HH1 GPS) 
 DM5624
 DM5624_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWM5269665771(NAD 83)
 DM5624
 DM5624                          SUPERSEDED SURVEY CONTROL
 DM5624
 DM5624.No superseded survey control is available for this station.
 DM5624
 DM5624_MARKER: DD = SURVEY DISK
 DM5624_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DM5624_STAMPING: 0901 W 2007
 DM5624_MARK LOGO: MNDT
 DM5624_PROJECTION: FLUSH
 DM5624_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DM5624_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DM5624_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DM5624+SATELLITE: SATELLITE OBSERVATIONS - September 21, 2017
 DM5624_ROD/PIPE-DEPTH: 6.1 meters
 DM5624
 DM5624  HISTORY     - Date     Condition        Report By
 DM5624  HISTORY     - 2007     MONUMENTED       MNDT
 DM5624  HISTORY     - 20090518 GOOD             MNDT
 DM5624  HISTORY     - 20170921 GOOD             MNDT
 DM5624
 DM5624                          STATION DESCRIPTION
 DM5624
 DM5624'DESCRIBED BY MN DEPT OF TRANSP 2009 (DAS)
 DM5624'THE MARK IS 4.0 MI (6.4 KM) NORTHEAST OF WRENSHALL, 1.85 MI (3.0 KM)
 DM5624'NORTHEAST ALONG TRUNK HIGHWAY 23 FROM THE JUNCTION OF TRUNK HIGHWAY 23
 DM5624'AND COUNTY ROAD 18, AT TRUNK HIGHWAY 23 MILE POINT 334.
 DM5624'
 DM5624'IT IS 50.8 FT (15.5 M) NORTHWEST OF TRUNK HIGHWAY 23, 1.5 FT (0.5 M)
 DM5624'SOUTHEAST OF A WITNESS POST.
 DM5624
 DM5624                          STATION RECOVERY (2017)
 DM5624
 DM5624'RECOVERY NOTE BY MN DEPT OF TRANSP 2017 (KMS)
 DM5624'2.5 MI (4.0 KM) WEST-SOUTHWEST OF FOND DU LUC, 1.95 MI (3.14 KM)
 DM5624'SOUTHWEST ALONG TRUNK HIGHWAY 23 FROM THE JUNCTION OF TRUNK HIGHWAY 23
 DM5624'AND TRUNK HIGHWAY 210 IN FOND DU LUC, AT TRUNK HIGHWAY 23 MILE POINT
 DM5624'334.0, 50.8 FT (15.5 M) NORTHWEST OF TRUNK HIGHWAY 23, 1.5 FT (0.5 M)
 DM5624'SOUTHEAST OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DM5912 ***********************************************************************
 DM5912  DESIGNATION -  0901 X
 DM5912  PID         -  DM5912
 DM5912  STATE/COUNTY-  MN/CARLTON
 DM5912  COUNTRY     -  US
 DM5912  USGS QUAD   -  ESKO (2019)
 DM5912
 DM5912                         *CURRENT SURVEY CONTROL
 DM5912  ______________________________________________________________________
 DM5912* NAD 83(1986) POSITION- 46 39 09.     (N) 092 17 43.     (W)   SCALED
 DM5912* NAVD 88 ORTHO HEIGHT -   195.705 (meters)      642.08  (feet) ADJUSTED
 DM5912  ______________________________________________________________________
 DM5912  GEOID HEIGHT    -        -28.243 (meters)                     GEOID18
 DM5912  DYNAMIC HEIGHT  -        195.723 (meters)      642.13  (feet) COMP
 DM5912  MODELED GRAVITY -    980,699.3   (mgal)                       NAVD 88
 DM5912
 DM5912  VERT ORDER      -  SECOND    CLASS I
 DM5912
 DM5912.The horizontal coordinates were scaled from a map and have
 DM5912.an estimated accuracy of +/- 6 seconds.
 DM5912
 DM5912.The orthometric height was determined by differential leveling and
 DM5912.adjusted by the NATIONAL GEODETIC SURVEY
 DM5912.in January 2012.
 DM5912
 DM5912.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM5912.GEOID18 height accuracy estimate available here.
 DM5912
 DM5912.Click photographs - Photos may exist for this station.
 DM5912
 DM5912.The dynamic height is computed by dividing the NAVD 88
 DM5912.geopotential number by the normal gravity value computed on the
 DM5912.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM5912.degrees latitude (g = 980.6199 gals.).
 DM5912
 DM5912.The modeled gravity was interpolated from observed gravity values.
 DM5912
 DM5912;                    North         East    Units  Estimated Accuracy
 DM5912;SPC MN C     -   285,520.      949,610.      MT  (+/- 180 meters Scaled)
 DM5912
 DM5912_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWM539667(NAD 83)
 DM5912
 DM5912                          SUPERSEDED SURVEY CONTROL
 DM5912
 DM5912.No superseded survey control is available for this station.
 DM5912
 DM5912_MARKER: DD = SURVEY DISK
 DM5912_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DM5912_STAMPING: 0901 X 2007
 DM5912_MARK LOGO: MNDT
 DM5912_PROJECTION: FLUSH
 DM5912_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DM5912_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DM5912_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DM5912+SATELLITE: SATELLITE OBSERVATIONS - September 21, 2017
 DM5912_ROD/PIPE-DEPTH: 15.2 meters
 DM5912
 DM5912  HISTORY     - Date     Condition        Report By
 DM5912  HISTORY     - 2007     MONUMENTED       MNDT
 DM5912  HISTORY     - 20170921 GOOD             MNDT
 DM5912
 DM5912                          STATION DESCRIPTION
 DM5912
 DM5912'DESCRIBED BY MN DEPT OF TRANSP 2007
 DM5912'THE MARK IS 5.0 MI (8.0 KM) NORTHEAST OF WRENSHALL.
 DM5912'
 DM5912'2.85 MILES NORTHEAST ALONG TRUNK HIGHWAY 23 FROM THE JUNCTION OF TRUNK
 DM5912'HIGHWAY 23 AND COUNTY ROAD 18, AT TRUNK HIGHWAY 23 MILE POINT 335.
 DM5912'
 DM5912'IT IS 28.4 FT (8.7 M) SOUTHEAST OF TRUNK HIGHWAY 23, 2.8 FT (0.9 M)
 DM5912'SOUTH OF MILE POINT 335, 1.5 FT (0.5 M) NORTHWEST OF A WITNESS POST.
 DM5912
 DM5912                          STATION RECOVERY (2017)
 DM5912
 DM5912'RECOVERY NOTE BY MN DEPT OF TRANSP 2017 (KMS)
 DM5912'1.5 MI (2.4 KM) WEST-SOUTHWEST OF FOND DU LUC, 0.95 MI (1.53 KM)
 DM5912'SOUTHWEST ALONG TRUNK HIGHWAY 23 FROM THE JUNCTION OF TRUNK HIGHWAY 23
 DM5912'AND TRUNK HIGHWAY 210 IN FOND DU LUC, AT TRUNK HIGHWAY 23 MILE POINT
 DM5912'335.0, 28.4 FT (8.7 M) SOUTHEAST OF TRUNK HIGHWAY 23, 2.8 FT (0.9 M)
 DM5912'SOUTH OF MILEPOST 335, 1.5 FT (0.5 M) NORTHWEST OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DO1231 ***********************************************************************
 DO1231  DESIGNATION -  0902 A
 DO1231  PID         -  DO1231
 DO1231  STATE/COUNTY-  MN/CARLTON
 DO1231  COUNTRY     -  US
 DO1231  USGS QUAD   -  RONALD (2019)
 DO1231
 DO1231                         *CURRENT SURVEY CONTROL
 DO1231  ______________________________________________________________________
 DO1231* NAD 83(1986) POSITION- 46 26 56.     (N) 093 02 07.     (W)   SCALED
 DO1231* NAVD 88 ORTHO HEIGHT -   390.131 (meters)     1279.95  (feet) ADJUSTED
 DO1231  ______________________________________________________________________
 DO1231  GEOID HEIGHT    -        -27.905 (meters)                     GEOID18
 DO1231  DYNAMIC HEIGHT  -        390.145 (meters)     1280.00  (feet) COMP
 DO1231  MODELED GRAVITY -    980,638.0   (mgal)                       NAVD 88
 DO1231
 DO1231  VERT ORDER      -  SECOND    CLASS I
 DO1231
 DO1231.The horizontal coordinates were scaled from a map and have
 DO1231.an estimated accuracy of +/- 6 seconds.
 DO1231
 DO1231.The orthometric height was determined by differential leveling and
 DO1231.adjusted by the NATIONAL GEODETIC SURVEY
 DO1231.in November 2013.
 DO1231
 DO1231.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO1231.GEOID18 height accuracy estimate available here.
 DO1231
 DO1231.Click photographs - Photos may exist for this station.
 DO1231
 DO1231.The dynamic height is computed by dividing the NAVD 88
 DO1231.geopotential number by the normal gravity value computed on the
 DO1231.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO1231.degrees latitude (g = 980.6199 gals.).
 DO1231
 DO1231.The modeled gravity was interpolated from observed gravity values.
 DO1231
 DO1231;                    North         East    Units  Estimated Accuracy
 DO1231;SPC MN C     -   261,750.      893,320.      MT  (+/- 180 meters Scaled)
 DO1231
 DO1231_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVM972439(NAD 83)
 DO1231
 DO1231                          SUPERSEDED SURVEY CONTROL
 DO1231
 DO1231.No superseded survey control is available for this station.
 DO1231
 DO1231_MARKER: DD = SURVEY DISK
 DO1231_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DO1231_STAMPING: 0902 A 2007
 DO1231_MARK LOGO: MNDT
 DO1231_PROJECTION: FLUSH
 DO1231_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DO1231_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DO1231_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DO1231+SATELLITE: SATELLITE OBSERVATIONS - 2007
 DO1231_ROD/PIPE-DEPTH: 3.7 meters
 DO1231
 DO1231  HISTORY     - Date     Condition        Report By
 DO1231  HISTORY     - 2007     MONUMENTED       MNDT
 DO1231
 DO1231                          STATION DESCRIPTION
 DO1231
 DO1231'DESCRIBED BY MN DEPT OF TRANSP 2007
 DO1231'THE STATION IS LOCATED ABOUT 6.9 MI (11.1 KM) NORTH-NORTHEAST OF
 DO1231'ARTHYDE, 5.0 MI (8.0 KM) SOUTH OF AUTOMBA AND 0.9 MI (1.4 KM) EAST OF
 DO1231'RONALD.
 DO1231'
 DO1231'THE MARK IS 1.0 MI (1.6 KM) EAST OF RONALD, 8.5 MI (13.7 KM) WEST
 DO1231'ALONG TRUNK HIGHWAY 27 FROM THE JUNCTION OF TRUNK HIGHWAY 27 AND TRUNK
 DO1231'HIGHWAY 73, AT TRUNK HIGHWAY 27 MILE POINT 232.25.
 DO1231'
 DO1231'IT IS 99.0 FT (30.2 M) EAST OF FIELD ENRANCE, 73.3 FT (22.3 M) SOUTH
 DO1231'OF TRUNK HIGHWAY 27, 7.0 FT (2.1 M) EAST OF POWER POLE, 1.5 FT (0.5 M)
 DO1231'NORTH OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DO1232 ***********************************************************************
 DO1232  DESIGNATION -  0902 B
 DO1232  PID         -  DO1232
 DO1232  STATE/COUNTY-  MN/CARLTON
 DO1232  COUNTRY     -  US
 DO1232  USGS QUAD   -  RONALD (2019)
 DO1232
 DO1232                         *CURRENT SURVEY CONTROL
 DO1232  ______________________________________________________________________
 DO1232* NAD 83(1986) POSITION- 46 27 06.     (N) 093 00 42.     (W)   SCALED
 DO1232* NAVD 88 ORTHO HEIGHT -   383.412 (meters)     1257.91  (feet) ADJUSTED
 DO1232  ______________________________________________________________________
 DO1232  GEOID HEIGHT    -        -27.908 (meters)                     GEOID18
 DO1232  DYNAMIC HEIGHT  -        383.427 (meters)     1257.96  (feet) COMP
 DO1232  MODELED GRAVITY -    980,641.9   (mgal)                       NAVD 88
 DO1232
 DO1232  VERT ORDER      -  SECOND    CLASS I
 DO1232
 DO1232.The horizontal coordinates were scaled from a map and have
 DO1232.an estimated accuracy of +/- 6 seconds.
 DO1232
 DO1232.The orthometric height was determined by differential leveling and
 DO1232.adjusted by the NATIONAL GEODETIC SURVEY
 DO1232.in November 2013.
 DO1232
 DO1232.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO1232.GEOID18 height accuracy estimate available here.
 DO1232
 DO1232.Click photographs - Photos may exist for this station.
 DO1232
 DO1232.The dynamic height is computed by dividing the NAVD 88
 DO1232.geopotential number by the normal gravity value computed on the
 DO1232.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO1232.degrees latitude (g = 980.6199 gals.).
 DO1232
 DO1232.The modeled gravity was interpolated from observed gravity values.
 DO1232
 DO1232;                    North         East    Units  Estimated Accuracy
 DO1232;SPC MN C     -   262,090.      895,130.      MT  (+/- 180 meters Scaled)
 DO1232
 DO1232_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVM991442(NAD 83)
 DO1232
 DO1232                          SUPERSEDED SURVEY CONTROL
 DO1232
 DO1232.No superseded survey control is available for this station.
 DO1232
 DO1232_MARKER: DD = SURVEY DISK
 DO1232_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 DO1232+WITH SETTING: INFORMATION.
 DO1232_STAMPING: 0902 B 2007
 DO1232_MARK LOGO: MNDT
 DO1232_PROJECTION: FLUSH
 DO1232_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DO1232_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DO1232_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DO1232+SATELLITE: SATELLITE OBSERVATIONS - 2007
 DO1232_ROD/PIPE-DEPTH: 2.1 meters
 DO1232
 DO1232  HISTORY     - Date     Condition        Report By
 DO1232  HISTORY     - 2007     MONUMENTED       MNDT
 DO1232
 DO1232                          STATION DESCRIPTION
 DO1232
 DO1232'DESCRIBED BY MN DEPT OF TRANSP 2007
 DO1232'THE STATION IS LOCATED ABOUT 6.9 MI (11.1 KM) NORTH-NORTHWEST OF
 DO1232'DENHAM, 4.8 MI (7.7 KM) SOUTH OF AUTOMBA AND 2.1 MI (3.4 KM) EAST OF
 DO1232'RONALD.
 DO1232'
 DO1232'THE MARK IS 2.1 MI (3.4 KM) EAST OF RONALD, 7.25 MI (11.7 KM) WEST
 DO1232'ALONG TRUNK HIGHWAY 27 FROM THE JUNCTION OF TRUNK HIGHWAY 27 AND TRUNK
 DO1232'HIGHWAY 73, AT TRUNK HIGHWAY 27 MILE POINT 233.35.
 DO1232'
 DO1232'IT IS 74.5 FT (22.7 M) SOUTH OF TRUNK HIGHWAY 27, 24.3 FT (7.4 M) EAST
 DO1232'OF NORTHEAST OF POWER POLE WITH GUY WIRE, 11.0 FT (3.4 M) WEST OF
 DO1232'TRAIL, 4.0 FT (1.2 M) EAST OF RIGHT-OF-WAY POST, 3.0 FT (0.9 M) WEST
 DO1232'OF EXTENDED OAK ROAD, 1.7 FT (0.5 M) NORTH OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DO1233 ***********************************************************************
 DO1233  DESIGNATION -  0902 C
 DO1233  PID         -  DO1233
 DO1233  STATE/COUNTY-  MN/CARLTON
 DO1233  COUNTRY     -  US
 DO1233  USGS QUAD   -  KETTLE RIVER (2019)
 DO1233
 DO1233                         *CURRENT SURVEY CONTROL
 DO1233  ______________________________________________________________________
 DO1233* NAD 83(1986) POSITION- 46 27 07.85   (N) 092 58 19.16   (W)   HD_HELD1
 DO1233* NAVD 88 ORTHO HEIGHT -   367.062 (meters)     1204.27  (feet) ADJUSTED
 DO1233  ______________________________________________________________________
 DO1233  GEOID HEIGHT    -        -27.908 (meters)                     GEOID18
 DO1233  DYNAMIC HEIGHT  -        367.078 (meters)     1204.32  (feet) COMP
 DO1233  MODELED GRAVITY -    980,647.7   (mgal)                       NAVD 88
 DO1233
 DO1233  VERT ORDER      -  SECOND    CLASS I
 DO1233
 DO1233.The horizontal coordinates were determined by differentially corrected
 DO1233.hand held GPS observations or other comparable positioning techniques
 DO1233.and have an estimated accuracy of +/- 3 meters.
 DO1233
 DO1233.The orthometric height was determined by differential leveling and
 DO1233.adjusted by the NATIONAL GEODETIC SURVEY
 DO1233.in November 2013.
 DO1233
 DO1233.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO1233.GEOID18 height accuracy estimate available here.
 DO1233
 DO1233.Click photographs - Photos may exist for this station.
 DO1233
 DO1233.The dynamic height is computed by dividing the NAVD 88
 DO1233.geopotential number by the normal gravity value computed on the
 DO1233.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO1233.degrees latitude (g = 980.6199 gals.).
 DO1233
 DO1233.The modeled gravity was interpolated from observed gravity values.
 DO1233
 DO1233;                    North         East    Units  Estimated Accuracy
 DO1233;SPC MN C     -   262,196.8     898,177.7     MT  (+/- 3 meters HH1 GPS) 
 DO1233
 DO1233_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWM0215144290(NAD 83)
 DO1233
 DO1233                          SUPERSEDED SURVEY CONTROL
 DO1233
 DO1233.No superseded survey control is available for this station.
 DO1233
 DO1233_MARKER: DD = SURVEY DISK
 DO1233_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DO1233_STAMPING: 0902 C 2007
 DO1233_MARK LOGO: MNDT
 DO1233_PROJECTION: FLUSH
 DO1233_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DO1233_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DO1233_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DO1233+SATELLITE: SATELLITE OBSERVATIONS - December 26, 2019
 DO1233_ROD/PIPE-DEPTH: 6.1 meters
 DO1233
 DO1233  HISTORY     - Date     Condition        Report By
 DO1233  HISTORY     - 2007     MONUMENTED       MNDT
 DO1233  HISTORY     - 20170905 GOOD             MNDT
 DO1233  HISTORY     - 20191226 GOOD             MNDT
 DO1233
 DO1233                          STATION DESCRIPTION
 DO1233
 DO1233'DESCRIBED BY MN DEPT OF TRANSP 2007
 DO1233'THE STATION IS LOCATED ABOUT 5.3 MI (8.5 KM) WEST-SOUTHWEST OF KETTLE
 DO1233'RIVER, 5.2 MI (8.4 KM) SOUTH-SOUTHEAST OF AUTOMBA AND 4.0 MI (6.4 KM)
 DO1233'EAST OF RONALD.
 DO1233'
 DO1233'THE MARK IS 4.0 MI (6.4 KM) EAST OF RONALD, 5.3 MI (8.5 KM) WEST ALONG
 DO1233'TRUNK HIGHWAY 27 FROM THE JUNCTION OF TRUNK HIGHWAY 27 AND TRUNK
 DO1233'HIGHWAY 73, AT TRUNK HIGHWAY 27 MILE POINT 235.30.
 DO1233'
 DO1233'IT IS 59.3 FT (18.1 M) SOUTH OF TRUNK HIGHWAY 27, 16.2 FT (4.9 M)
 DO1233'NORTH OF AN EAST-WEST FENCE LINE, 1.1 FT (0.3 M) NORTH OF A WITNESS
 DO1233'POST.
 DO1233
 DO1233                          STATION RECOVERY (2017)
 DO1233
 DO1233'RECOVERY NOTE BY MN DEPT OF TRANSP 2017 (KMS)
 DO1233'RECOVERED IN GOOD CONDITION.
 DO1233
 DO1233                          STATION RECOVERY (2019)
 DO1233
 DO1233'RECOVERY NOTE BY MN DEPT OF TRANSP 2019 (MPP)
 DO1233'10.3 MI (16.6 KM) WEST OF MOOSE LAKE, 5.3 MI (8.5 KM) WEST ALONG TRUNK
 DO1233'HIGHWAY 27 FROM THE JUNCTION OF TRUNK HIGHWAY 27 AND TRUNK HIGHWAY 73
 DO1233'(THE JUNCTION IS 5.0 MI (8.0 KM) WEST OF MOOSE LAKE), AT TRUNK HIGHWAY
 DO1233'27 MILE POINT 235.30, 59.3 FT (18.1 M) SOUTH OF TRUNK HIGHWAY 27, 16.2
 DO1233'FT (4.9 M) NORTH OF AN EAST-WEST FENCE LINE, 1.1 FT (0.3 M) NORTH OF A
 DO1233'WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DO1234 ***********************************************************************
 DO1234  DESIGNATION -  0902 D
 DO1234  PID         -  DO1234
 DO1234  STATE/COUNTY-  MN/CARLTON
 DO1234  COUNTRY     -  US
 DO1234  USGS QUAD   -  KETTLE RIVER (2019)
 DO1234
 DO1234                         *CURRENT SURVEY CONTROL
 DO1234  ______________________________________________________________________
 DO1234* NAD 83(1986) POSITION- 46 27 02.29   (N) 092 56 54.90   (W)   HD_HELD1
 DO1234* NAVD 88 ORTHO HEIGHT -   361.377 (meters)     1185.62  (feet) ADJUSTED
 DO1234  ______________________________________________________________________
 DO1234  GEOID HEIGHT    -        -27.910 (meters)                     GEOID18
 DO1234  DYNAMIC HEIGHT  -        361.394 (meters)     1185.67  (feet) COMP
 DO1234  MODELED GRAVITY -    980,649.5   (mgal)                       NAVD 88
 DO1234
 DO1234  VERT ORDER      -  SECOND    CLASS I
 DO1234
 DO1234.The horizontal coordinates were determined by differentially corrected
 DO1234.hand held GPS observations or other comparable positioning techniques
 DO1234.and have an estimated accuracy of +/- 3 meters.
 DO1234
 DO1234.The orthometric height was determined by differential leveling and
 DO1234.adjusted by the NATIONAL GEODETIC SURVEY
 DO1234.in April 2021.
 DO1234
 DO1234.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO1234.GEOID18 height accuracy estimate available here.
 DO1234
 DO1234.Click photographs - Photos may exist for this station.
 DO1234
 DO1234.The dynamic height is computed by dividing the NAVD 88
 DO1234.geopotential number by the normal gravity value computed on the
 DO1234.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO1234.degrees latitude (g = 980.6199 gals.).
 DO1234
 DO1234.The modeled gravity was interpolated from observed gravity values.
 DO1234
 DO1234;                    North         East    Units  Estimated Accuracy
 DO1234;SPC MN C     -   262,054.5     899,978.4     MT  (+/- 3 meters HH1 GPS) 
 DO1234
 DO1234_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWM0394844119(NAD 83)
 DO1234
 DO1234                          SUPERSEDED SURVEY CONTROL
 DO1234
 DO1234  NAVD 88 (11/25/13)  361.389  (m)         1185.66   (f) SUPERSEDED  2 1
 DO1234
 DO1234.Superseded values are not recommended for survey control.
 DO1234
 DO1234.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DO1234.See file dsdata.pdf to determine how the superseded data were derived.
 DO1234
 DO1234_MARKER: DD = SURVEY DISK
 DO1234_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DO1234_STAMPING: 0902 D 2007
 DO1234_MARK LOGO: MNDT
 DO1234_PROJECTION: FLUSH
 DO1234_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DO1234_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DO1234_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DO1234+SATELLITE: SATELLITE OBSERVATIONS - November 02, 2020
 DO1234_ROD/PIPE-DEPTH: 10.4 meters
 DO1234
 DO1234  HISTORY     - Date     Condition        Report By
 DO1234  HISTORY     - 2007     MONUMENTED       MNDT
 DO1234  HISTORY     - 20170905 GOOD             MNDT
 DO1234  HISTORY     - 20201102 GOOD             MNDT
 DO1234
 DO1234                          STATION DESCRIPTION
 DO1234
 DO1234'DESCRIBED BY MN DEPT OF TRANSP 2007
 DO1234'THE STATION IS LOCATED ABOUT 5.9 MI (9.5 KM) SOUTHEAST OF AUTOMBA, 5.1
 DO1234'MI (8.2 KM) EAST OF RONALD AND 4.4 MI (7.1 KM) SOUTHWEST OF KETTLE
 DO1234'RIVER.
 DO1234'
 DO1234'THE MARK IS 5.2 MI (8.4 KM) EAST OF RONALD, 4.2 MI (6.8 KM) WEST ALONG
 DO1234'TRUNK HIGHWAY 27 FROM THE JUNCTION OF TRUNK HIGHWAY 27 AND TRUNK
 DO1234'HIGHWAY 73, AT TRUNK HIGHWAY 27 MILE POINT 236.45.
 DO1234'
 DO1234'IT IS 66.0 FT (20.1 M) NORTH OF TRUNK HIGHWAY 27, 37.6 FT (11.5 M)
 DO1234'EAST OF DRIVEWAY NUMBER 6299, 7.6 FT (2.3 M) SOUTH OF POWER POLE
 DO1234'NUMBER DK67, 2.8 FT (0.9 M) WEST OF A WITNESS POST.
 DO1234
 DO1234                          STATION RECOVERY (2017)
 DO1234
 DO1234'RECOVERY NOTE BY MN DEPT OF TRANSP 2017 (KMS)
 DO1234'RECOVERED AS DESCRIBED.
 DO1234
 DO1234                          STATION RECOVERY (2020)
 DO1234
 DO1234'RECOVERY NOTE BY MN DEPT OF TRANSP 2020 (KMS)
 DO1234'9.2 MI (14.8 KM) WEST OF MOOSE LAKE, 4.2 MI (6.8 KM) WEST ALONG TRUNK
 DO1234'HIGHWAY 27 FROM THE JUNCTION OF TRUNK HIGHWAY 27 AND TRUNK HIGHWAY 73
 DO1234'(THE JUNCTION IS 5.0 MI (8.0 KM) WEST OF MOOSE LAKE), AT TRUNK HIGHWAY
 DO1234'27 MILE POINT 236.45, 66.0 FT (20.1 M) NORTH OF TRUNK HIGHWAY 27, 37.6
 DO1234'FT (11.5 M) EAST OF A DRIVEWAY NUMBER 6299, 7.6 FT (2.3 M) SOUTH OF A
 DO1234'POWER POLE NUMBER DK67, 2.0 FT (0.6 M) SOUTH OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DO1235 ***********************************************************************
 DO1235  DESIGNATION -  0902 E
 DO1235  PID         -  DO1235
 DO1235  STATE/COUNTY-  MN/CARLTON
 DO1235  COUNTRY     -  US
 DO1235  USGS QUAD   -  KETTLE RIVER (2019)
 DO1235
 DO1235                         *CURRENT SURVEY CONTROL
 DO1235  ______________________________________________________________________
 DO1235* NAD 83(1986) POSITION- 46 27 01.85   (N) 092 55 33.78   (W)   HD_HELD1
 DO1235* NAVD 88 ORTHO HEIGHT -   365.307 (meters)     1198.51  (feet) ADJUSTED
 DO1235  ______________________________________________________________________
 DO1235  GEOID HEIGHT    -        -27.918 (meters)                     GEOID18
 DO1235  DYNAMIC HEIGHT  -        365.324 (meters)     1198.57  (feet) COMP
 DO1235  MODELED GRAVITY -    980,649.8   (mgal)                       NAVD 88
 DO1235
 DO1235  VERT ORDER      -  SECOND    CLASS I
 DO1235
 DO1235.The horizontal coordinates were determined by differentially corrected
 DO1235.hand held GPS observations or other comparable positioning techniques
 DO1235.and have an estimated accuracy of +/- 3 meters.
 DO1235
 DO1235.The orthometric height was determined by differential leveling and
 DO1235.adjusted by the NATIONAL GEODETIC SURVEY
 DO1235.in April 2021.
 DO1235
 DO1235.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO1235.GEOID18 height accuracy estimate available here.
 DO1235
 DO1235.Click photographs - Photos may exist for this station.
 DO1235
 DO1235.The dynamic height is computed by dividing the NAVD 88
 DO1235.geopotential number by the normal gravity value computed on the
 DO1235.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO1235.degrees latitude (g = 980.6199 gals.).
 DO1235
 DO1235.The modeled gravity was interpolated from observed gravity values.
 DO1235
 DO1235;                    North         East    Units  Estimated Accuracy
 DO1235;SPC MN C     -   262,069.6     901,709.5     MT  (+/- 3 meters HH1 GPS) 
 DO1235
 DO1235_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWM0567944107(NAD 83)
 DO1235
 DO1235                          SUPERSEDED SURVEY CONTROL
 DO1235
 DO1235  NAVD 88 (11/25/13)  365.317  (m)         1198.54   (f) SUPERSEDED  2 1
 DO1235
 DO1235.Superseded values are not recommended for survey control.
 DO1235
 DO1235.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DO1235.See file dsdata.pdf to determine how the superseded data were derived.
 DO1235
 DO1235_MARKER: DD = SURVEY DISK
 DO1235_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DO1235_STAMPING: 0902 E 2007
 DO1235_MARK LOGO: MNDT
 DO1235_PROJECTION: FLUSH
 DO1235_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DO1235_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DO1235_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DO1235+SATELLITE: SATELLITE OBSERVATIONS - November 02, 2020
 DO1235_ROD/PIPE-DEPTH: 3.7 meters
 DO1235
 DO1235  HISTORY     - Date     Condition        Report By
 DO1235  HISTORY     - 2007     MONUMENTED       MNDT
 DO1235  HISTORY     - 20170905 GOOD             MNDT
 DO1235  HISTORY     - 20201102 GOOD             MNDT
 DO1235
 DO1235                          STATION DESCRIPTION
 DO1235
 DO1235'DESCRIBED BY MN DEPT OF TRANSP 2007
 DO1235'THE STATION IS LOCATED ABOUT 6.2 MI (10.0 KM) EAST OF RONALD, 6.0 MI
 DO1235'(9.7 KM) NORTH OF DENHAM AND 3.7 MI (6.0 KM) SOUTHWEST OF KETTLE
 DO1235'RIVER.
 DO1235'
 DO1235'THE MARK IS 3.5 MI (5.6 KM) SOUTHWEST OF KETTLE RIVER, 3.1 MI (5.0 KM)
 DO1235'WEST ALONG TRUNK HIGHWAY 27 FROM THE JUNCTION OF TRUNK HIGHWAY 27 AND
 DO1235'TRUNK HIGHWAY 73, AT TRUNK HIGHWAY 27 MILE POINT 237.55.
 DO1235'
 DO1235'IT IS 76.0 FT (23.2 M) SOUTH OF TRUNK HIGHWAY 27, 3.6 FT (1.1 M) NORTH
 DO1235'OF EAST/ WEST FENCE LINE, 3.5 FT (1.1 M) NORTH OF A WITNESS POST.
 DO1235
 DO1235                          STATION RECOVERY (2017)
 DO1235
 DO1235'RECOVERY NOTE BY MN DEPT OF TRANSP 2017 (KMS)
 DO1235'RECOVERED AS DESCRIBED.
 DO1235
 DO1235                          STATION RECOVERY (2020)
 DO1235
 DO1235'RECOVERY NOTE BY MN DEPT OF TRANSP 2020 (KMS)
 DO1235'8.0 MI (12.9 KM) WEST OF MOOSE LAKE, 3.1 MI (5.0 KM) WEST ALONG TRUNK
 DO1235'HIGHWAY 27 FROM THE JUNCTION OF TRUNK HIGHWAY 27 AND TRUNK HIGHWAY 73
 DO1235'(THE JUNCTION IS 5.0 MI (8.0 KM) WEST OF MOOSE LAKE), AT TRUNK HIGHWAY
 DO1235'27 MILE POINT 237.55, 76.0 FT (23.2 M) SOUTH OF TRUNK HIGHWAY 27, 3.6
 DO1235'FT (1.1 M) NORTH OF AN EAST-WEST FENCE LINE, 3.5 FT (1.1 M) NORTH OF A
 DO1235'WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DO1236 ***********************************************************************
 DO1236  DESIGNATION -  0902 F
 DO1236  PID         -  DO1236
 DO1236  STATE/COUNTY-  MN/CARLTON
 DO1236  COUNTRY     -  US
 DO1236  USGS QUAD   -  KETTLE RIVER (2019)
 DO1236
 DO1236                         *CURRENT SURVEY CONTROL
 DO1236  ______________________________________________________________________
 DO1236* NAD 83(1986) POSITION- 46 26 59.82   (N) 092 54 12.35   (W)   HD_HELD1
 DO1236* NAVD 88 ORTHO HEIGHT -   359.262 (meters)     1178.68  (feet) ADJUSTED
 DO1236  ______________________________________________________________________
 DO1236  GEOID HEIGHT    -        -27.928 (meters)                     GEOID18
 DO1236  DYNAMIC HEIGHT  -        359.278 (meters)     1178.73  (feet) COMP
 DO1236  MODELED GRAVITY -    980,648.3   (mgal)                       NAVD 88
 DO1236
 DO1236  VERT ORDER      -  SECOND    CLASS I
 DO1236
 DO1236.The horizontal coordinates were determined by differentially corrected
 DO1236.hand held GPS observations or other comparable positioning techniques
 DO1236.and have an estimated accuracy of +/- 3 meters.
 DO1236
 DO1236.The orthometric height was determined by differential leveling and
 DO1236.adjusted by the NATIONAL GEODETIC SURVEY
 DO1236.in April 2021.
 DO1236
 DO1236.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO1236.GEOID18 height accuracy estimate available here.
 DO1236
 DO1236.Click photographs - Photos may exist for this station.
 DO1236
 DO1236.The dynamic height is computed by dividing the NAVD 88
 DO1236.geopotential number by the normal gravity value computed on the
 DO1236.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO1236.degrees latitude (g = 980.6199 gals.).
 DO1236
 DO1236.The modeled gravity was interpolated from observed gravity values.
 DO1236
 DO1236;                    North         East    Units  Estimated Accuracy
 DO1236;SPC MN C     -   262,036.2     903,448.1     MT  (+/- 3 meters HH1 GPS) 
 DO1236
 DO1236_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWM0741644046(NAD 83)
 DO1236
 DO1236                          SUPERSEDED SURVEY CONTROL
 DO1236
 DO1236  NAVD 88 (11/25/13)  359.268  (m)         1178.70   (f) SUPERSEDED  2 1
 DO1236
 DO1236.Superseded values are not recommended for survey control.
 DO1236
 DO1236.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DO1236.See file dsdata.pdf to determine how the superseded data were derived.
 DO1236
 DO1236_MARKER: DD = SURVEY DISK
 DO1236_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DO1236_STAMPING: 0902 F 2007
 DO1236_MARK LOGO: MNDT
 DO1236_PROJECTION: PROJECTING 5 CENTIMETERS
 DO1236_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DO1236_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DO1236_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DO1236+SATELLITE: SATELLITE OBSERVATIONS - November 04, 2020
 DO1236_ROD/PIPE-DEPTH: 6.1 meters
 DO1236
 DO1236  HISTORY     - Date     Condition        Report By
 DO1236  HISTORY     - 2007     MONUMENTED       MNDT
 DO1236  HISTORY     - 20170905 GOOD             MNDT
 DO1236  HISTORY     - 20201104 GOOD             MNDT
 DO1236
 DO1236                          STATION DESCRIPTION
 DO1236
 DO1236'DESCRIBED BY MN DEPT OF TRANSP 2007
 DO1236'THE STATION IS LOCATED ABOUT 6.8 MI (10.9 KM) WEST OF MOOSE LAKE, 6.2
 DO1236'MI (10.0 KM) NORTH-NORTHEAST OF DENHAM AND 3.1 MI (5.0 KM)
 DO1236'SOUTH-SOUTHWEST OF KETTLE RIVER.
 DO1236'
 DO1236'THE MARK IS 2.9 MI (4.7 KM) SOUTHWEST OF KETTLE RIVER, 2.0 MI (3.2 KM)
 DO1236'WEST ALONG TRUNK HIGHWAY 27 FROM THE JUNCTION OF TRUNK HIGHWAY 27 AND
 DO1236'TRUNK HIGHWAY 73, AT TRUNK HIGHWAY 27 MILE POINT 238.70.
 DO1236'
 DO1236'IT IS 86.0 FT (26.2 M) NORTH OF TRUNK HIGHWAY 27, 34.0 FT (10.4 M)
 DO1236'EAST OF DRIVEWAY NUMBER 5853, 4.0 FT (1.2 M) WEST OF POWER POLE, 1.5
 DO1236'FT (0.5 M) SOUTH OF A WITNESS POST.
 DO1236
 DO1236                          STATION RECOVERY (2017)
 DO1236
 DO1236'RECOVERY NOTE BY MN DEPT OF TRANSP 2017 (KMS)
 DO1236'RECOVERED AS DESCRIBED.
 DO1236
 DO1236                          STATION RECOVERY (2020)
 DO1236
 DO1236'RECOVERY NOTE BY MN DEPT OF TRANSP 2020 (KMS)
 DO1236'7.0 MI (11.3 KM) WEST OF MOOSE LAKE, 2.0 MI (3.2 KM) WEST ALONG TRUNK
 DO1236'HIGHWAY 27 FROM THE JUNCTION OF TRUNK HIGHWAY 27 AND TRUNK HIGHWAY 73
 DO1236'(THE JUNCTION IS 5.0 MI (8.0 KM) WEST OF MOOSE LAKE), AT TRUNK HIGHWAY
 DO1236'27 MILE POINT 238.70, 86.0 FT (26.2 M) NORTH OF TRUNK HIGHWAY 27, 34.0
 DO1236'FT (10.4 M) EAST OF A DRIVEWAY NUMBER 5853, 4.0 FT (1.2 M) WEST OF A
 DO1236'POWER POLE, 1.5 FT (0.5 M) SOUTH OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DO1237 ***********************************************************************
 DO1237  DESIGNATION -  0902 G
 DO1237  PID         -  DO1237
 DO1237  STATE/COUNTY-  MN/CARLTON
 DO1237  COUNTRY     -  US
 DO1237  USGS QUAD   -  KETTLE RIVER (2019)
 DO1237
 DO1237                         *CURRENT SURVEY CONTROL
 DO1237  ______________________________________________________________________
 DO1237* NAD 83(1986) POSITION- 46 27 00.39   (N) 092 53 30.60   (W)   HD_HELD1
 DO1237* NAVD 88 ORTHO HEIGHT -   355.140 (meters)     1165.16  (feet) ADJUSTED
 DO1237  ______________________________________________________________________
 DO1237  GEOID HEIGHT    -        -27.934 (meters)                     GEOID18
 DO1237  DYNAMIC HEIGHT  -        355.155 (meters)     1165.20  (feet) COMP
 DO1237  MODELED GRAVITY -    980,646.9   (mgal)                       NAVD 88
 DO1237
 DO1237  VERT ORDER      -  SECOND    CLASS I
 DO1237
 DO1237.The horizontal coordinates were determined by differentially corrected
 DO1237.hand held GPS observations or other comparable positioning techniques
 DO1237.and have an estimated accuracy of +/- 3 meters.
 DO1237
 DO1237.The orthometric height was determined by differential leveling and
 DO1237.adjusted by the NATIONAL GEODETIC SURVEY
 DO1237.in April 2021.
 DO1237
 DO1237.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO1237.GEOID18 height accuracy estimate available here.
 DO1237
 DO1237.Click photographs - Photos may exist for this station.
 DO1237
 DO1237.The dynamic height is computed by dividing the NAVD 88
 DO1237.geopotential number by the normal gravity value computed on the
 DO1237.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO1237.degrees latitude (g = 980.6199 gals.).
 DO1237
 DO1237.The modeled gravity was interpolated from observed gravity values.
 DO1237
 DO1237;                    North         East    Units  Estimated Accuracy
 DO1237;SPC MN C     -   262,069.0     904,338.7     MT  (+/- 3 meters HH1 GPS) 
 DO1237
 DO1237_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWM0830744065(NAD 83)
 DO1237
 DO1237                          SUPERSEDED SURVEY CONTROL
 DO1237
 DO1237  NAVD 88 (11/25/13)  355.141  (m)         1165.16   (f) SUPERSEDED  2 1
 DO1237
 DO1237.Superseded values are not recommended for survey control.
 DO1237
 DO1237.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DO1237.See file dsdata.pdf to determine how the superseded data were derived.
 DO1237
 DO1237_MARKER: DD = SURVEY DISK
 DO1237_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DO1237_STAMPING: 0902 G 2007
 DO1237_MARK LOGO: MNDT
 DO1237_PROJECTION: FLUSH
 DO1237_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DO1237_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DO1237_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DO1237+SATELLITE: SATELLITE OBSERVATIONS - November 02, 2020
 DO1237_ROD/PIPE-DEPTH: 6.1 meters
 DO1237
 DO1237  HISTORY     - Date     Condition        Report By
 DO1237  HISTORY     - 2007     MONUMENTED       MNDT
 DO1237  HISTORY     - 20170905 GOOD             MNDT
 DO1237  HISTORY     - 20201102 GOOD             MNDT
 DO1237
 DO1237                          STATION DESCRIPTION
 DO1237
 DO1237'DESCRIBED BY MN DEPT OF TRANSP 2007
 DO1237'THE STATION IS LOCATED ABOUT 6.4 MI (10.3 KM) NORTH-NORTHEAST OF
 DO1237'DENHAM, 6.2 MI (10.0 KM) WEST OF MOOSE LAKE AND 3.0 MI (4.8 KM)
 DO1237'SOUTH-SOUTHWEST OF KETTLE RIVER.
 DO1237'
 DO1237'THE MARK IS 2.7 MI (4.3 KM) SOUTHWEST OF KETTLE RIVER, 1.5 MI (2.4 KM)
 DO1237'WEST ALONG TRUNK HIGHWAY 27 FROM THE JUNCTION OF TRUNK HIGHWAY 27 AND
 DO1237'TRUNK HIGHWAY 73, AT TRUNK HIGHWAY 27 MILE POINT 239.15.
 DO1237'
 DO1237'IT IS 66.3 FT (20.2 M) NORTH OF TRUNK HIGHWAY 27, 34.7 FT (10.6 M)
 DO1237'WEST OF A FIELD ENTRANCE, 2.0 FT (0.6 M) SOUTH OF A WITNESS POST.
 DO1237
 DO1237                          STATION RECOVERY (2017)
 DO1237
 DO1237'RECOVERY NOTE BY MN DEPT OF TRANSP 2017 (KMS)
 DO1237'RECOVERED AS DESCRIBED.
 DO1237
 DO1237                          STATION RECOVERY (2020)
 DO1237
 DO1237'RECOVERY NOTE BY MN DEPT OF TRANSP 2020 (KMS)
 DO1237'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DO1238 ***********************************************************************
 DO1238  DESIGNATION -  0902 H
 DO1238  PID         -  DO1238
 DO1238  STATE/COUNTY-  MN/CARLTON
 DO1238  COUNTRY     -  US
 DO1238  USGS QUAD   -  KETTLE RIVER (2019)
 DO1238
 DO1238                         *CURRENT SURVEY CONTROL
 DO1238  ______________________________________________________________________
 DO1238* NAD 83(1986) POSITION- 46 27 08.22   (N) 092 52 29.96   (W)   HD_HELD1
 DO1238* NAVD 88 ORTHO HEIGHT -   343.711 (meters)     1127.66  (feet) ADJUSTED
 DO1238  ______________________________________________________________________
 DO1238  GEOID HEIGHT    -        -27.944 (meters)                     GEOID18
 DO1238  DYNAMIC HEIGHT  -        343.725 (meters)     1127.70  (feet) COMP
 DO1238  MODELED GRAVITY -    980,647.0   (mgal)                       NAVD 88
 DO1238
 DO1238  VERT ORDER      -  SECOND    CLASS I
 DO1238
 DO1238.The horizontal coordinates were determined by differentially corrected
 DO1238.hand held GPS observations or other comparable positioning techniques
 DO1238.and have an estimated accuracy of +/- 3 meters.
 DO1238
 DO1238.The orthometric height was determined by differential leveling and
 DO1238.adjusted by the NATIONAL GEODETIC SURVEY
 DO1238.in November 2013.
 DO1238
 DO1238.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO1238.GEOID18 height accuracy estimate available here.
 DO1238
 DO1238.Click photographs - Photos may exist for this station.
 DO1238
 DO1238.The dynamic height is computed by dividing the NAVD 88
 DO1238.geopotential number by the normal gravity value computed on the
 DO1238.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO1238.degrees latitude (g = 980.6199 gals.).
 DO1238
 DO1238.The modeled gravity was interpolated from observed gravity values.
 DO1238
 DO1238;                    North         East    Units  Estimated Accuracy
 DO1238;SPC MN C     -   262,333.0     905,628.4     MT  (+/- 3 meters HH1 GPS) 
 DO1238
 DO1238_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWM0960044308(NAD 83)
 DO1238
 DO1238                          SUPERSEDED SURVEY CONTROL
 DO1238
 DO1238.No superseded survey control is available for this station.
 DO1238
 DO1238_MARKER: DD = SURVEY DISK
 DO1238_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DO1238_SP_SET: BRIDGE RAILING
 DO1238_STAMPING: 0902 H 2004
 DO1238_MARK LOGO: MNDT
 DO1238_MAGNETIC: N = NO MAGNETIC MATERIAL
 DO1238_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DO1238_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DO1238+SATELLITE: SATELLITE OBSERVATIONS - September 05, 2017
 DO1238
 DO1238  HISTORY     - Date     Condition        Report By
 DO1238  HISTORY     - 2004     MONUMENTED       MNDT
 DO1238  HISTORY     - 20061220 GOOD             MNDT
 DO1238  HISTORY     - 20170905 GOOD             MNDT
 DO1238
 DO1238                          STATION DESCRIPTION
 DO1238
 DO1238'DESCRIBED BY MN DEPT OF TRANSP 2006 (MAS)
 DO1238'THE STATION IS LOCATED ABOUT 6.9 MI (11.1 KM) NORTH-NORTHEAST OF
 DO1238'DENHAM, 5.4 MI (8.7 KM) WEST OF MOOSE LAKE AND 2.7 MI (4.3 KM) SOUTH
 DO1238'OF KETTLE RIVER.
 DO1238'
 DO1238'THE MARK IS 2.5 MI (4.0 KM) SOUTH OF KETTLE RIVER, IN RAILING IN
 DO1238'SOUTHWEST CORNER OF TRUNK HIGHWAY 27 BRIDGE NUMBER 09012 OVER KETTLE
 DO1238'RIVER, 0.65 MI (1.0 KM) WEST ALONG TRUNK HIGHWAY 27 FROM THE JUNCTION
 DO1238'OF TRUNK HIGHWAY 27 AND TRUNK HIGHWAY 73, AT TRUNK HIGHWAY 27 MILE
 DO1238'POINT 240.07.
 DO1238'
 DO1238'IT IS 19.0 FT (5.8 M) SOUTH OF TRUNK HIGHWAY 27.
 DO1238
 DO1238                          STATION RECOVERY (2017)
 DO1238
 DO1238'RECOVERY NOTE BY MN DEPT OF TRANSP 2017 (KMS)
 DO1238'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DR5226 ***********************************************************************
 DR5226  DESIGNATION -  0902 J
 DR5226  PID         -  DR5226
 DR5226  STATE/COUNTY-  MN/CARLTON
 DR5226  COUNTRY     -  US
 DR5226  USGS QUAD   -  KETTLE RIVER (2019)
 DR5226
 DR5226                         *CURRENT SURVEY CONTROL
 DR5226  ______________________________________________________________________
 DR5226* NAD 83(1986) POSITION- 46 27 07.53   (N) 092 52 33.27   (W)   HD_HELD1
 DR5226* NAVD 88 ORTHO HEIGHT -   343.315 (meters)     1126.36  (feet) ADJUSTED
 DR5226  ______________________________________________________________________
 DR5226  GEOID HEIGHT    -        -27.943 (meters)                     GEOID18
 DR5226  DYNAMIC HEIGHT  -        343.330 (meters)     1126.41  (feet) COMP
 DR5226  MODELED GRAVITY -    980,646.9   (mgal)                       NAVD 88
 DR5226
 DR5226  VERT ORDER      -  SECOND    CLASS I
 DR5226
 DR5226.The horizontal coordinates were determined by differentially corrected
 DR5226.hand held GPS observations or other comparable positioning techniques
 DR5226.and have an estimated accuracy of +/- 3 meters.
 DR5226
 DR5226.The orthometric height was determined by differential leveling and
 DR5226.adjusted by the NATIONAL GEODETIC SURVEY
 DR5226.in April 2021.
 DR5226
 DR5226.Significant digits in the geoid height do not necessarily reflect accuracy.
 DR5226.GEOID18 height accuracy estimate available here.
 DR5226
 DR5226.Click photographs - Photos may exist for this station.
 DR5226
 DR5226.The dynamic height is computed by dividing the NAVD 88
 DR5226.geopotential number by the normal gravity value computed on the
 DR5226.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DR5226.degrees latitude (g = 980.6199 gals.).
 DR5226
 DR5226.The modeled gravity was interpolated from observed gravity values.
 DR5226
 DR5226;                    North         East    Units  Estimated Accuracy
 DR5226;SPC MN C     -   262,310.5     905,558.1     MT  (+/- 3 meters HH1 GPS) 
 DR5226
 DR5226_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWM0953044287(NAD 83)
 DR5226
 DR5226                          SUPERSEDED SURVEY CONTROL
 DR5226
 DR5226.No superseded survey control is available for this station.
 DR5226
 DR5226_MARKER: F = FLANGE-ENCASED ROD
 DR5226_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DR5226_STAMPING: 0902 J 2017
 DR5226_MARK LOGO: MNDT
 DR5226_PROJECTION: RECESSED 5 CENTIMETERS
 DR5226_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DR5226_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DR5226_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DR5226+SATELLITE: SATELLITE OBSERVATIONS - October 05, 2017
 DR5226_ROD/PIPE-DEPTH: 16.5 meters
 DR5226
 DR5226  HISTORY     - Date     Condition        Report By
 DR5226  HISTORY     - 20171005 MONUMENTED       MNDT
 DR5226
 DR5226                          STATION DESCRIPTION
 DR5226
 DR5226'DESCRIBED BY MN DEPT OF TRANSP 2017
 DR5226'THE MARK IS LOCATED ABOUT 5.15 MI (8.29 KM) WEST OF MOOSE LAKE.
 DR5226'
 DR5226'TO REACH THE MARK GO 0.7 MI (1.1 KM) WEST ALONG TRUNK HIGHWAY 27 FROM
 DR5226'THE JUNCTION OF TRUNK HIGHWAY 27 AND TRUNK HIGHWAY 73 (THE JUNCTION IS
 DR5226'5.0 MI (8.0 KM) WEST OF MOOSE LAKE), AT TRUNK HIGHWAY 27 MILE POINT
 DR5226'240.05.
 DR5226'
 DR5226'THE MARK IS 23.6 FT (7.2 M) SOUTH OF TRUNK HIGHWAY 27, 123.3 FT (37.6
 DR5226'M) EAST OF DRIVEWAY NUMBER 5610, 5.5 FT (1.7 M) SOUTH OF A GUARD RAIL,
 DR5226'1.5 FT (0.5 M) NORTH OF A WITNESS POST.
 DR5226'
 DR5226'NOTE-THE STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM ROD
 DR5226'DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION REMOVABLE DISK
 DR5226'SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH PVC
 DR5226'PIPE BACK FILLED WITH WASHED SAND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 RN0432 ***********************************************************************
 RN0432  DESIGNATION -  0903 A
 RN0432  PID         -  RN0432
 RN0432  STATE/COUNTY-  MN/CARLTON
 RN0432  COUNTRY     -  US
 RN0432  USGS QUAD   -  MOOSE LAKE (2019)
 RN0432
 RN0432                         *CURRENT SURVEY CONTROL
 RN0432  ______________________________________________________________________
 RN0432* NAD 83(1986) POSITION- 46 27 27.41   (N) 092 45 04.36   (W)   HD_HELD1
 RN0432* NAVD 88 ORTHO HEIGHT -   323.198 (meters)     1060.36  (feet) ADJUSTED
 RN0432  ______________________________________________________________________
 RN0432  GEOID HEIGHT    -        -27.981 (meters)                     GEOID18
 RN0432  DYNAMIC HEIGHT  -        323.211 (meters)     1060.40  (feet) COMP
 RN0432  MODELED GRAVITY -    980,646.3   (mgal)                       NAVD 88
 RN0432
 RN0432  VERT ORDER      -  SECOND    CLASS I
 RN0432
 RN0432.The horizontal coordinates were determined by differentially corrected
 RN0432.hand held GPS observations or other comparable positioning techniques
 RN0432.and have an estimated accuracy of +/- 3 meters.
 RN0432
 RN0432.The orthometric height was determined by differential leveling and
 RN0432.adjusted by the NATIONAL GEODETIC SURVEY
 RN0432.in April 2021.
 RN0432
 RN0432.Significant digits in the geoid height do not necessarily reflect accuracy.
 RN0432.GEOID18 height accuracy estimate available here.
 RN0432
 RN0432.Click photographs - Photos may exist for this station.
 RN0432
 RN0432.The dynamic height is computed by dividing the NAVD 88
 RN0432.geopotential number by the normal gravity value computed on the
 RN0432.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RN0432.degrees latitude (g = 980.6199 gals.).
 RN0432
 RN0432.The modeled gravity was interpolated from observed gravity values.
 RN0432
 RN0432;                    North         East    Units  Estimated Accuracy
 RN0432;SPC MN C     -   263,097.9     915,124.7     MT  (+/- 3 meters HH1 GPS) 
 RN0432
 RN0432_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWM1910444923(NAD 83)
 RN0432
 RN0432                          SUPERSEDED SURVEY CONTROL
 RN0432
 RN0432  NAVD 88 (06/15/91)  323.201  (m)         1060.37   (f) SUPERSEDED  2 1
 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
 RN0432.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RN0432.See file dsdata.pdf to determine how the superseded data were derived.
 RN0432
 RN0432_MARKER: DB = BENCH MARK DISK
 RN0432_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 RN0432_SP_SET: BRIDGE ABUTMENT
 RN0432_STAMPING: 0903 A 1971
 RN0432_MARK LOGO: MNHD
 RN0432_MAGNETIC: N = NO MAGNETIC MATERIAL
 RN0432_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RN0432_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 RN0432+SATELLITE: SATELLITE OBSERVATIONS - September 05, 2017
 RN0432
 RN0432  HISTORY     - Date     Condition        Report By
 RN0432  HISTORY     - 19710401 MONUMENTED       MNHD
 RN0432  HISTORY     - 1971     GOOD             MNDT
 RN0432  HISTORY     - 19970801 GOOD             MNDT
 RN0432  HISTORY     - 20060316 GOOD             MNDT
 RN0432  HISTORY     - 20080803 GOOD             GEOCAC
 RN0432  HISTORY     - 20120712 GOOD             USACES
 RN0432  HISTORY     - 20170905 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.
 RN0432
 RN0432                          STATION RECOVERY (2006)
 RN0432
 RN0432'RECOVERY NOTE BY MN DEPT OF TRANSP 2006 (MPP)
 RN0432'THE STATION IS LOCATED ABOUT 6.5 MI (10.5 KM) EAST-SOUTHEAST OF KETTLE
 RN0432'RIVER, 4.3 MI (6.9 KM) SOUTHWEST OF BARNUM AND IN NORTHEAST MOOSE
 RN0432'LAKE.
 RN0432'
 RN0432'TO REACH FROM THE JUNCTION OF TRUNK HIGHWAY 27 AND TRUNK HIGHWAY 73,
 RN0432'GO 0.7 MI (1.1 KM) NORTH AND EAST.
 RN0432'
 RN0432'THE MARK IS 1.0 MI (1.6 KM) WEST OF INTERSTATE HIGHWAY 35, IN
 RN0432'SOUTHEAST CORNER OF TRUNK HIGHWAY 27 BRIDGE NUMBER 09002 OVER MOOSE
 RN0432'HORN RIVER.
 RN0432
 RN0432                          STATION RECOVERY (2008)
 RN0432
 RN0432'RECOVERY NOTE BY GEOCACHING 2008 (JGH)
 RN0432'RECOVERED AS DESCRIBED AND IN GOOD CONDITION.
 RN0432
 RN0432                          STATION RECOVERY (2012)
 RN0432
 RN0432'RECOVERY NOTE BY USACE ST. PAUL  MN DISTRICT 2012 (POJ)
 RN0432'RECOVERED IN GOOD CONDITION.
 RN0432
 RN0432                          STATION RECOVERY (2017)
 RN0432
 RN0432'RECOVERY NOTE BY MN DEPT OF TRANSP 2017 (KDJ)
 RN0432'THE STATION IS LOCATED ABOUT 6.5 MI (10.5 KM) EAST-SOUTHEAST OF KETTLE
 RN0432'RIVER, 4.3 MI (6.9 KM) SOUTHWEST OF BARNUM AND IN THE TOWN OF MOOSE
 RN0432'LAKE, MN.
 RN0432'
 RN0432'TO REACH THE MARK IN THE SOUTHEAST CORNER OF TRUNK HIGHWAY 27 BRIDGE
 RN0432'NUMBER 09002 OVER MOOSE HORN RIVER, 0.7 MI (1.1 KM) NORTH AND EAST OF
 RN0432'THE JUNCTION OF TRUNK HIGHWAY 27 AND TRUNK HIGHWAY 73 IN MOOSE LAKE.
 RN0432'
 RN0432'THE MARK IS LOCATED 1.0 MI (1.6 KM) WEST OF INTERSTATE HIGHWAY 35.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 RN0434 ***********************************************************************
 RN0434  DESIGNATION -  0903 B
 RN0434  PID         -  RN0434
 RN0434  STATE/COUNTY-  MN/CARLTON
 RN0434  COUNTRY     -  US
 RN0434  USGS QUAD   -  MOOSE LAKE (2019)
 RN0434
 RN0434                         *CURRENT SURVEY CONTROL
 RN0434  ______________________________________________________________________
 RN0434* NAD 83(1986) POSITION- 46 27 32.8    (N) 092 45 16.4    (W)   HD_HELD2
 RN0434* NAVD 88 ORTHO HEIGHT -   322.108 (meters)     1056.78  (feet) ADJUSTED
 RN0434  ______________________________________________________________________
 RN0434  GEOID HEIGHT    -        -27.981 (meters)                     GEOID18
 RN0434  DYNAMIC HEIGHT  -        322.121 (meters)     1056.83  (feet) COMP
 RN0434  MODELED GRAVITY -    980,646.8   (mgal)                       NAVD 88
 RN0434
 RN0434  VERT ORDER      -  SECOND    CLASS I
 RN0434
 RN0434.The horizontal coordinates were established by autonomous hand held GPS
 RN0434.observations and have an estimated accuracy of +/- 10 meters.
 RN0434
 RN0434.The orthometric height was determined by differential leveling and
 RN0434.adjusted by the NATIONAL GEODETIC SURVEY
 RN0434.in April 2021.
 RN0434
 RN0434.Significant digits in the geoid height do not necessarily reflect accuracy.
 RN0434.GEOID18 height accuracy estimate available here.
 RN0434
 RN0434.Click photographs - Photos may exist for this station.
 RN0434
 RN0434.The dynamic height is computed by dividing the NAVD 88
 RN0434.geopotential number by the normal gravity value computed on the
 RN0434.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RN0434.degrees latitude (g = 980.6199 gals.).
 RN0434
 RN0434.The modeled gravity was interpolated from observed gravity values.
 RN0434
 RN0434;                    North         East    Units  Estimated Accuracy
 RN0434;SPC MN C     -   263,259.      914,865.      MT  (+/- 10 meters HH2 GPS)
 RN0434
 RN0434_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWM1884745089(NAD 83)
 RN0434
 RN0434                          SUPERSEDED SURVEY CONTROL
 RN0434
 RN0434  NAVD 88 (08/09/00)  322.115  (m)         1056.81   (f) SUPERSEDED  2 1
 RN0434  NAVD 88 (06/15/91)  322.127  (m)         1056.85   (f) SUPERSEDED  2 0
 RN0434  NGVD 29 (??/??/92)  321.997  (m)         1056.42   (f) ADJ UNCH    2 0
 RN0434
 RN0434.Superseded values are not recommended for survey control.
 RN0434
 RN0434.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RN0434.See file dsdata.pdf to determine how the superseded data were derived.
 RN0434
 RN0434_MARKER: DB = BENCH MARK DISK
 RN0434_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 RN0434_SP_SET: BOX CULVERT
 RN0434_STAMPING: 0903 B 1971
 RN0434_MARK LOGO: MNHD
 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 - September 05, 2017
 RN0434
 RN0434  HISTORY     - Date     Condition        Report By
 RN0434  HISTORY     - 19710401 MONUMENTED       MNHD
 RN0434  HISTORY     - 19920828 GOOD             USPSQD
 RN0434  HISTORY     - 19970801 GOOD             MNDT
 RN0434  HISTORY     - 20170905 GOOD             MNDT
 RN0434
 RN0434                          STATION DESCRIPTION
 RN0434
 RN0434'DESCRIBED BY MN HIGHWAY DEPT 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.
 RN0434
 RN0434                          STATION RECOVERY (2017)
 RN0434
 RN0434'RECOVERY NOTE BY MN DEPT OF TRANSP 2017 (KDJ)
 RN0434'THE STATION IS LOCATED ABOUT 6.3 MI (10.1 KM) EAST-SOUTHEAST OF KETTLE
 RN0434'RIVER, 4.4 MI (7.1 KM) SOUTHWEST OF BARNUM AND IN THE TOWN OF MOOSE
 RN0434'LAKE, MN.
 RN0434'
 RN0434'TO REACH THE MARK IN THE SOUTHEAST CORNER OF A BOX CULVERT OVER A
 RN0434'DRAINAGE DITCH, 0.5 MI (0.8 KM) NORTHEAST ALONG TRUNK HIGHWAY 27 FROM
 RN0434'THE JUNCTION OF TRUNK HIGHWAY 27 AND TRUNK HIGHWAY 23 IN MOOSE LAKE.
 RN0434'
 RN0434'THE MARK IS 166.7 FT (50.8 M) NORTH ON COUNTY ROAD 61 (OLD TRUNK
 RN0434'HIGHWAY 61), 37.1 FT (11.3 M) EAST OF COUNTY ROAD 61, ABOUT 200 FT
 RN0434'(61.0 M) SOUTH OF A RAILROAD BRIDGE.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 AE9354 ***********************************************************************
 AE9354  DESIGNATION -  0903 C
 AE9354  PID         -  AE9354
 AE9354  STATE/COUNTY-  MN/CARLTON
 AE9354  COUNTRY     -  US
 AE9354  USGS QUAD   -  MOOSE LAKE (2019)
 AE9354
 AE9354                         *CURRENT SURVEY CONTROL
 AE9354  ______________________________________________________________________
 AE9354* NAD 83(2011) POSITION- 46 27 10.60912(N) 092 51 20.69126(W)   ADJUSTED
 AE9354* NAD 83(2011) ELLIP HT-   326.031 (meters)        (06/27/12)   ADJUSTED
 AE9354* NAD 83(2011) EPOCH   -  2010.00
 AE9354* NAVD 88 ORTHO HEIGHT -   353.976 (meters)     1161.34  (feet) ADJUSTED
 AE9354  ______________________________________________________________________
 AE9354  GEOID HEIGHT    -        -27.950 (meters)                     GEOID18
 AE9354  NAD 83(2011) X  -   -219,323.978 (meters)                     COMP
 AE9354  NAD 83(2011) Y  - -4,396,722.857 (meters)                     COMP
 AE9354  NAD 83(2011) Z  -  4,600,314.752 (meters)                     COMP
 AE9354  LAPLACE CORR    -         -0.58  (seconds)                    DEFLEC18
 AE9354  DYNAMIC HEIGHT  -        353.991 (meters)     1161.39  (feet) COMP
 AE9354  MODELED GRAVITY -    980,647.9   (mgal)                       NAVD 88
 AE9354
 AE9354  VERT ORDER      -  SECOND    CLASS I
 AE9354
 AE9354  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AE9354  Standards:
 AE9354         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AE9354            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AE9354  -------------------------------------------------------------------
 AE9354  NETWORK    0.47   0.74           0.22   0.15   0.38      0.07347805
 AE9354  -------------------------------------------------------------------
 AE9354  Click here for local accuracies and other accuracy information.
 AE9354
 AE9354.The horizontal coordinates were established by GPS observations
 AE9354.and adjusted by the National Geodetic Survey in June 2012.
 AE9354
 AE9354.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AE9354.been affixed to the stable North American tectonic plate. See 
 AE9354.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AE9354
 AE9354.The horizontal coordinates are valid at the epoch date displayed above
 AE9354.which is a decimal equivalence of Year/Month/Day.
 AE9354
 AE9354.The orthometric height was determined by differential leveling and
 AE9354.adjusted by the NATIONAL GEODETIC SURVEY
 AE9354.in April 2021.
 AE9354
 AE9354.Significant digits in the geoid height do not necessarily reflect accuracy.
 AE9354.GEOID18 height accuracy estimate available here.
 AE9354
 AE9354.Click photographs - Photos may exist for this station.
 AE9354
 AE9354.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AE9354
 AE9354.The Laplace correction was computed from DEFLEC18 derived deflections.
 AE9354
 AE9354.The ellipsoidal height was determined by GPS observations
 AE9354.and is referenced to NAD 83.
 AE9354
 AE9354.The dynamic height is computed by dividing the NAVD 88
 AE9354.geopotential number by the normal gravity value computed on the
 AE9354.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE9354.degrees latitude (g = 980.6199 gals.).
 AE9354
 AE9354.The modeled gravity was interpolated from observed gravity values.
 AE9354
 AE9354. The following values were computed from the NAD 83(2011) position.
 AE9354
 AE9354;                    North         East     Units Scale Factor Converg.
 AE9354;SPC MN C     -   262,432.638   907,105.063   MT  0.99992414   +1 00 30.9
 AE9354;SPC MN C     -   860,997.75  2,976,060.53   sFT  0.99992414   +1 00 30.9
 AE9354;UTM  15      - 5,144,385.118   511,078.305   MT  0.99960151   +0 06 16.4
 AE9354
 AE9354!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AE9354!SPC MN C     -   0.99994889  x   0.99992414  =   0.99987304
 AE9354!UTM  15      -   0.99994889  x   0.99960151  =   0.99955042
 AE9354
 AE9354_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWM1107844385(NAD 83)
 AE9354
 AE9354                          SUPERSEDED SURVEY CONTROL
 AE9354
 AE9354  NAD 83(2007)-  46 27 10.60922(N)    092 51 20.69207(W) AD(2002.00) 0
 AE9354  ELLIP H (02/10/07)  326.063  (m)                       GP(2002.00)    
 AE9354  NAD 83(1996)-  46 27 10.60911(N)    092 51 20.69177(W) AD(       ) 1
 AE9354  ELLIP H (05/11/98)  326.105  (m)                       GP(       ) 4 1
 AE9354  NAVD 88 (08/09/00)  353.981  (m)         1161.35   (f) SUPERSEDED  2 1
 AE9354  NAVD 88             353.98   (m)         1161.3    (f) LEVELING    3  
 AE9354
 AE9354.Superseded values are not recommended for survey control.
 AE9354
 AE9354.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE9354.See file dsdata.pdf to determine how the superseded data were derived.
 AE9354
 AE9354_MARKER: DD = SURVEY DISK
 AE9354_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 AE9354_STAMPING: 0903 C 1997
 AE9354_MARK LOGO: MNDT
 AE9354_PROJECTION: FLUSH
 AE9354_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AE9354_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AE9354_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE9354+SATELLITE: SATELLITE OBSERVATIONS - November 02, 2020
 AE9354_ROD/PIPE-DEPTH: 6.1 meters
 AE9354
 AE9354  HISTORY     - Date     Condition        Report By
 AE9354  HISTORY     - 1997     MONUMENTED       MNDT
 AE9354  HISTORY     - 19970701 GOOD             MNDT
 AE9354  HISTORY     - 20060802 GOOD             MNDT
 AE9354  HISTORY     - 20080803 GOOD             GEOCAC
 AE9354  HISTORY     - 20170905 GOOD             MNDT
 AE9354  HISTORY     - 20201102 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.
 AE9354
 AE9354                          STATION RECOVERY (2006)
 AE9354
 AE9354'RECOVERY NOTE BY MN DEPT OF TRANSP 2006 (KMS)
 AE9354'THE STATION IS LOCATED ABOUT 7.4 MI (11.9 KM) NORTHEAST OF DENHAM, 4.5
 AE9354'MI (7.2 KM) WEST OF MOOSE LAKE AND 2.9 MI (4.7 KM) SOUTH-SOUTHEAST OF
 AE9354'KETTLE RIVER.
 AE9354'
 AE9354'THE MARK IS 4.5 MI (7.2 KM) WEST OF MOOSE LAKE, 0.3 MI (0.5 KM) EAST
 AE9354'ALONG TRUNK HIGHWAY 23/TRUNK HIGHWAY 73 FROM THE JUNCTION OF TRUNK
 AE9354'HIGHWAY 27 AND TRUNK HIGHWAY 73, 5.0 MI (8.0 KM) WEST OF MOOSE LAKE TO
 AE9354'JUNCTION OF COUNTY ROAD 134, AT TRUNK HIGHWAY 27 MILE POINT 241.05,
 AE9354'THENCE 0.2 MI (0.3 KM) SOUTH ON COUNTY ROAD 134.
 AE9354'
 AE9354'IT IS 128.5 FT (39.2 M) NORTHEAST OF POWER POLE, 32.9 FT (10.0 M)
 AE9354'SOUTH OF STOP AHEAD SIGN POST, 23.0 FT (7.0 M) EAST OF COUNTY ROAD
 AE9354'134, 3.0 FT (0.9 M) NORTH OF A WITNESS POST.
 AE9354
 AE9354                          STATION RECOVERY (2008)
 AE9354
 AE9354'RECOVERY NOTE BY GEOCACHING 2008 (JGH)
 AE9354'RECOVERED AS DESCRIBED IN GOOD CONDITION.
 AE9354'
 AE9354
 AE9354                          STATION RECOVERY (2017)
 AE9354
 AE9354'RECOVERY NOTE BY MN DEPT OF TRANSP 2017 (KMS)
 AE9354'RECOVERED AS DESCRIBED.
 AE9354
 AE9354                          STATION RECOVERY (2020)
 AE9354
 AE9354'RECOVERY NOTE BY MN DEPT OF TRANSP 2020 (KMS)
 AE9354'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DR5229 ***********************************************************************
 DR5229  DESIGNATION -  0903 D RESET
 DR5229  PID         -  DR5229
 DR5229  STATE/COUNTY-  MN/CARLTON
 DR5229  COUNTRY     -  US
 DR5229  USGS QUAD   -  MOOSE LAKE (2019)
 DR5229
 DR5229                         *CURRENT SURVEY CONTROL
 DR5229  ______________________________________________________________________
 DR5229* NAD 83(1986) POSITION- 46 27 19.62   (N) 092 49 28.60   (W)   HD_HELD1
 DR5229* NAVD 88 ORTHO HEIGHT -   363.586 (meters)     1192.87  (feet) ADJUSTED
 DR5229  ______________________________________________________________________
 DR5229  GEOID HEIGHT    -        -27.957 (meters)                     GEOID18
 DR5229  DYNAMIC HEIGHT  -        363.602 (meters)     1192.92  (feet) COMP
 DR5229  MODELED GRAVITY -    980,648.3   (mgal)                       NAVD 88
 DR5229
 DR5229  VERT ORDER      -  SECOND    CLASS I
 DR5229
 DR5229.The horizontal coordinates were determined by differentially corrected
 DR5229.hand held GPS observations or other comparable positioning techniques
 DR5229.and have an estimated accuracy of +/- 3 meters.
 DR5229
 DR5229.The orthometric height was determined by differential leveling and
 DR5229.adjusted by the NATIONAL GEODETIC SURVEY
 DR5229.in April 2021.
 DR5229
 DR5229.Significant digits in the geoid height do not necessarily reflect accuracy.
 DR5229.GEOID18 height accuracy estimate available here.
 DR5229
 DR5229.Click photographs - Photos may exist for this station.
 DR5229
 DR5229.The dynamic height is computed by dividing the NAVD 88
 DR5229.geopotential number by the normal gravity value computed on the
 DR5229.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DR5229.degrees latitude (g = 980.6199 gals.).
 DR5229
 DR5229.The modeled gravity was interpolated from observed gravity values.
 DR5229
 DR5229;                    North         East    Units  Estimated Accuracy
 DR5229;SPC MN C     -   262,753.4     909,491.7     MT  (+/- 3 meters HH1 GPS) 
 DR5229
 DR5229_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWM1346844668(NAD 83)
 DR5229
 DR5229                          SUPERSEDED SURVEY CONTROL
 DR5229
 DR5229.No superseded survey control is available for this station.
 DR5229
 DR5229_MARKER: I = METAL ROD
 DR5229_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DR5229_STAMPING: 0903 D RESET 2017
 DR5229_MARK LOGO: MNDT
 DR5229_PROJECTION: RECESSED 8 CENTIMETERS
 DR5229_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DR5229_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DR5229_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DR5229+SATELLITE: SATELLITE OBSERVATIONS - September 05, 2017
 DR5229_ROD/PIPE-DEPTH: 9.1 meters
 DR5229
 DR5229  HISTORY     - Date     Condition        Report By
 DR5229  HISTORY     - 20170905 MONUMENTED       MNDT
 DR5229
 DR5229                          STATION DESCRIPTION
 DR5229
 DR5229'DESCRIBED BY MN DEPT OF TRANSP 2017
 DR5229'THE MARK IS LOCATED ABOUT 3.0 MI (4.8 KM) WEST OF MOOSE LAKE.
 DR5229'
 DR5229'TO REACH THE MARK GO 1.8 MI (2.9 KM) EAST ALONG TRUNK HIGHWAYS 27/73
 DR5229'FROM THE JUNCTION OF TRUNK HIGHWAY 73 AND TRUNK HIGHWAY 27 (THE
 DR5229'JUNCTION IS 5.0 MI (8.0 KM) WEST OF MOOSE LAKE), AT TRUNK HIGHWAY 27
 DR5229'MILE POINT 242.55.
 DR5229'
 DR5229'THE MARK IS LOCATED 174 FT (53.0 M) NORTH OF TRUNK HIGHWAY 27/TRUNK
 DR5229'HIGHWAY 73, 15.0 FT (4.6 M) WEST OF NORTH BIRCH ROAD, 3.3 FT (1.0 M)
 DR5229'NORTH OF A WITNESS POST.
 DR5229'
 DR5229'NOTE-THE STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM ROD
 DR5229'DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION REMOVABLE DISK
 DR5229'SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH PVC
 DR5229'PIPE BACK FILLED WITH WASHED SAND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 AE9356 ***********************************************************************
 AE9356  DESIGNATION -  0903 E
 AE9356  PID         -  AE9356
 AE9356  STATE/COUNTY-  MN/CARLTON
 AE9356  COUNTRY     -  US
 AE9356  USGS QUAD   -  MOOSE LAKE (2019)
 AE9356
 AE9356                         *CURRENT SURVEY CONTROL
 AE9356  ______________________________________________________________________
 AE9356* NAD 83(2011) POSITION- 46 27 13.56441(N) 092 48 12.21461(W)   ADJUSTED
 AE9356* NAD 83(2011) ELLIP HT-   331.039 (meters)        (06/27/12)   ADJUSTED
 AE9356* NAD 83(2011) EPOCH   -  2010.00
 AE9356* NAVD 88 ORTHO HEIGHT -   359.008 (meters)     1177.85  (feet) ADJUSTED
 AE9356  ______________________________________________________________________
 AE9356  GEOID HEIGHT    -        -27.962 (meters)                     GEOID18
 AE9356  NAD 83(2011) X  -   -215,303.269 (meters)                     COMP
 AE9356  NAD 83(2011) Y  - -4,396,858.812 (meters)                     COMP
 AE9356  NAD 83(2011) Z  -  4,600,381.253 (meters)                     COMP
 AE9356  LAPLACE CORR    -         -0.89  (seconds)                    DEFLEC18
 AE9356  DYNAMIC HEIGHT  -        359.024 (meters)     1177.90  (feet) COMP
 AE9356  MODELED GRAVITY -    980,647.5   (mgal)                       NAVD 88
 AE9356
 AE9356  VERT ORDER      -  SECOND    CLASS I
 AE9356
 AE9356  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AE9356  Standards:
 AE9356         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AE9356            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AE9356  -------------------------------------------------------------------
 AE9356  NETWORK    0.37   0.55           0.17   0.12   0.28     -0.09753956
 AE9356  -------------------------------------------------------------------
 AE9356  Click here for local accuracies and other accuracy information.
 AE9356
 AE9356.The horizontal coordinates were established by GPS observations
 AE9356.and adjusted by the National Geodetic Survey in June 2012.
 AE9356
 AE9356.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AE9356.been affixed to the stable North American tectonic plate. See 
 AE9356.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AE9356
 AE9356.The horizontal coordinates are valid at the epoch date displayed above
 AE9356.which is a decimal equivalence of Year/Month/Day.
 AE9356
 AE9356.The orthometric height was determined by differential leveling and
 AE9356.adjusted by the NATIONAL GEODETIC SURVEY
 AE9356.in April 2021.
 AE9356
 AE9356.Significant digits in the geoid height do not necessarily reflect accuracy.
 AE9356.GEOID18 height accuracy estimate available here.
 AE9356
 AE9356.Click photographs - Photos may exist for this station.
 AE9356
 AE9356.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AE9356
 AE9356.The Laplace correction was computed from DEFLEC18 derived deflections.
 AE9356
 AE9356.The ellipsoidal height was determined by GPS observations
 AE9356.and is referenced to NAD 83.
 AE9356
 AE9356.The dynamic height is computed by dividing the NAVD 88
 AE9356.geopotential number by the normal gravity value computed on the
 AE9356.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE9356.degrees latitude (g = 980.6199 gals.).
 AE9356
 AE9356.The modeled gravity was interpolated from observed gravity values.
 AE9356
 AE9356. The following values were computed from the NAD 83(2011) position.
 AE9356
 AE9356;                    North         East     Units Scale Factor Converg.
 AE9356;SPC MN C     -   262,595.995   911,124.787   MT  0.99992417   +1 02 47.2
 AE9356;SPC MN C     -   861,533.69  2,989,248.57   sFT  0.99992417   +1 02 47.2
 AE9356;UTM  15      - 5,144,485.004   515,098.811   MT  0.99960280   +0 08 33.0
 AE9356
 AE9356!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AE9356!SPC MN C     -   0.99994811  x   0.99992417  =   0.99987228
 AE9356!UTM  15      -   0.99994811  x   0.99960280  =   0.99955093
 AE9356
 AE9356_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWM1509844485(NAD 83)
 AE9356
 AE9356                          SUPERSEDED SURVEY CONTROL
 AE9356
 AE9356  NAD 83(2007)-  46 27 13.56450(N)    092 48 12.21542(W) AD(2002.00) 0
 AE9356  ELLIP H (02/10/07)  331.072  (m)                       GP(2002.00)    
 AE9356  NAD 83(1996)-  46 27 13.56435(N)    092 48 12.21512(W) AD(       ) 1
 AE9356  ELLIP H (05/11/98)  331.118  (m)                       GP(       ) 4 1
 AE9356  NAVD 88 (08/09/00)  359.001  (m)         1177.82   (f) SUPERSEDED  2 1
 AE9356  NAVD 88             359.00   (m)         1177.8    (f) LEVELING    3  
 AE9356
 AE9356.Superseded values are not recommended for survey control.
 AE9356
 AE9356.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE9356.See file dsdata.pdf to determine how the superseded data were derived.
 AE9356
 AE9356_MARKER: DD = SURVEY DISK
 AE9356_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 AE9356_STAMPING: 0903 E 1997
 AE9356_MARK LOGO: MNDT
 AE9356_PROJECTION: FLUSH
 AE9356_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AE9356_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AE9356_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE9356+SATELLITE: SATELLITE OBSERVATIONS - September 05, 2017
 AE9356_ROD/PIPE-DEPTH: 4.6 meters
 AE9356
 AE9356  HISTORY     - Date     Condition        Report By
 AE9356  HISTORY     - 1997     MONUMENTED       MNDT
 AE9356  HISTORY     - 19970701 GOOD             MNDT
 AE9356  HISTORY     - 20080803 GOOD             GEOCAC
 AE9356  HISTORY     - 20170905 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.
 AE9356
 AE9356                          STATION RECOVERY (2008)
 AE9356
 AE9356'RECOVERY NOTE BY GEOCACHING 2008 (JGH)
 AE9356'RECOVERED AS DESCRIBED AND IN GOOD CONDITION.
 AE9356
 AE9356                          STATION RECOVERY (2017)
 AE9356
 AE9356'RECOVERY NOTE BY MN DEPT OF TRANSP 2017 (KMS)
 AE9356'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DL5824 ***********************************************************************
 DL5824  DESIGNATION -  0903 G
 DL5824  PID         -  DL5824
 DL5824  STATE/COUNTY-  MN/CARLTON
 DL5824  COUNTRY     -  US
 DL5824  USGS QUAD   -  MOOSE LAKE (2019)
 DL5824
 DL5824                         *CURRENT SURVEY CONTROL
 DL5824  ______________________________________________________________________
 DL5824* NAD 83(1986) POSITION- 46 27 12.04   (N) 092 45 36.81   (W)   HD_HELD1
 DL5824* NAVD 88 ORTHO HEIGHT -   325.985 (meters)     1069.50  (feet) ADJUSTED
 DL5824  ______________________________________________________________________
 DL5824  GEOID HEIGHT    -        -27.976 (meters)                     GEOID18
 DL5824  DYNAMIC HEIGHT  -        325.998 (meters)     1069.55  (feet) COMP
 DL5824  MODELED GRAVITY -    980,645.9   (mgal)                       NAVD 88
 DL5824
 DL5824  VERT ORDER      -  SECOND    CLASS I
 DL5824
 DL5824.The horizontal coordinates were determined by differentially corrected
 DL5824.hand held GPS observations or other comparable positioning techniques
 DL5824.and have an estimated accuracy of +/- 3 meters.
 DL5824
 DL5824.The orthometric height was determined by differential leveling and
 DL5824.adjusted by the NATIONAL GEODETIC SURVEY
 DL5824.in April 2021.
 DL5824
 DL5824.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL5824.GEOID18 height accuracy estimate available here.
 DL5824
 DL5824.Click photographs - Photos may exist for this station.
 DL5824
 DL5824.The dynamic height is computed by dividing the NAVD 88
 DL5824.geopotential number by the normal gravity value computed on the
 DL5824.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL5824.degrees latitude (g = 980.6199 gals.).
 DL5824
 DL5824.The modeled gravity was interpolated from observed gravity values.
 DL5824
 DL5824;                    North         East    Units  Estimated Accuracy
 DL5824;SPC MN C     -   262,610.4     914,441.3     MT  (+/- 3 meters HH1 GPS) 
 DL5824
 DL5824_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWM1841444447(NAD 83)
 DL5824
 DL5824                          SUPERSEDED SURVEY CONTROL
 DL5824
 DL5824  NAVD 88 (06/08/11)  325.985  (m)         1069.50   (f) SUPERSEDED  2 1
 DL5824
 DL5824.Superseded values are not recommended for survey control.
 DL5824
 DL5824.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL5824.See file dsdata.pdf to determine how the superseded data were derived.
 DL5824
 DL5824_MARKER: DD = SURVEY DISK
 DL5824_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 DL5824_SP_SET: FOOTING
 DL5824_STAMPING: 0903 G 2006
 DL5824_MARK LOGO: MNDT
 DL5824_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DL5824_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DL5824+STABILITY: SURFACE MOTION
 DL5824_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DL5824+SATELLITE: SATELLITE OBSERVATIONS - September 05, 2017
 DL5824
 DL5824  HISTORY     - Date     Condition        Report By
 DL5824  HISTORY     - 20060316 MONUMENTED       MNDT
 DL5824  HISTORY     - 20170905 GOOD             MNDT
 DL5824
 DL5824                          STATION DESCRIPTION
 DL5824
 DL5824'DESCRIBED BY MN DEPT OF TRANSP 2006 (MPP)
 DL5824'THE STATION IS LOCATED ABOUT 6.2 MI (10.0 KM) EAST-SOUTHEAST OF KETTLE
 DL5824'RIVER, 4.9 MI (7.9 KM) SOUTHWEST OF BARNUM AND IN THE TOWN OF MOOSE
 DL5824'LAKE, MN.
 DL5824'
 DL5824'TO REACH THE MARK FROM THE INTERSECTION OF FOLZ BOULEVARD (TRUNK
 DL5824'HIGHWAY 73/27) AND ARROWHEAD LANE, PROCEED SOUTHEAST ONTO ELM AVENUE
 DL5824'FOR 130 FT (39.6 M) TURN LEFT ONTO FOURTH STREET AND PROCEED ONE BLOCK
 DL5824'IN AN EASTERLY DIRECTION TO DOUGLASS AVENUE, THENCE TURN RIGHT ONTO
 DL5824'DOUGLASS AVENUE AND PROCEED 190 FT (57.9 M) SOUTH TO THE MARK ON THE
 DL5824'LEFT IN A CONCRETE FOOTING OF A NOW REMOVED WATER TANK.
 DL5824'
 DL5824'THE MARK IS 190.7 FT (58.1 M) SOUTH OF FOURTH STREET, 39.6 FT (12.1 M)
 DL5824'EAST OF DOUGLAS AVENUE, 16.5 FT (5.0 M) EAST-SOUTHEAST OF POWER POLE,
 DL5824'13.0 FT (4.0 M) NORTHWEST OF POWER POLE.
 DL5824
 DL5824                          STATION RECOVERY (2017)
 DL5824
 DL5824'RECOVERY NOTE BY MN DEPT OF TRANSP 2017 (KDJ)
 DL5824'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DL5827 ***********************************************************************
 DL5827  DESIGNATION -  0903 G 1
 DL5827  PID         -  DL5827
 DL5827  STATE/COUNTY-  MN/CARLTON
 DL5827  COUNTRY     -  US
 DL5827  USGS QUAD   -  MOOSE LAKE (2019)
 DL5827
 DL5827                         *CURRENT SURVEY CONTROL
 DL5827  ______________________________________________________________________
 DL5827* NAD 83(1986) POSITION- 46 27 18.71   (N) 092 51 36.63   (W)   HD_HELD1
 DL5827* NAVD 88 ORTHO HEIGHT -   340.748 (meters)     1117.94  (feet) ADJUSTED
 DL5827  ______________________________________________________________________
 DL5827  GEOID HEIGHT    -        -27.950 (meters)                     GEOID18
 DL5827  DYNAMIC HEIGHT  -        340.763 (meters)     1117.99  (feet) COMP
 DL5827  MODELED GRAVITY -    980,648.2   (mgal)                       NAVD 88
 DL5827
 DL5827  VERT ORDER      -  SECOND    CLASS I
 DL5827
 DL5827.The horizontal coordinates were determined by differentially corrected
 DL5827.hand held GPS observations or other comparable positioning techniques
 DL5827.and have an estimated accuracy of +/- 3 meters.
 DL5827
 DL5827.The orthometric height was determined by differential leveling and
 DL5827.adjusted by the NATIONAL GEODETIC SURVEY
 DL5827.in November 2013.
 DL5827
 DL5827.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL5827.GEOID18 height accuracy estimate available here.
 DL5827
 DL5827.Click photographs - Photos may exist for this station.
 DL5827
 DL5827.The dynamic height is computed by dividing the NAVD 88
 DL5827.geopotential number by the normal gravity value computed on the
 DL5827.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL5827.degrees latitude (g = 980.6199 gals.).
 DL5827
 DL5827.The modeled gravity was interpolated from observed gravity values.
 DL5827
 DL5827;                    North         East    Units  Estimated Accuracy
 DL5827;SPC MN C     -   262,676.7     906,760.6     MT  (+/- 3 meters HH1 GPS) 
 DL5827
 DL5827_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWM1073744634(NAD 83)
 DL5827
 DL5827                          SUPERSEDED SURVEY CONTROL
 DL5827
 DL5827.No superseded survey control is available for this station.
 DL5827
 DL5827_MARKER: DD = SURVEY DISK
 DL5827_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DL5827_SP_SET: BRIDGE RAILING
 DL5827_STAMPING: 0903 G 1 2004
 DL5827_MARK LOGO: MNDT
 DL5827_MAGNETIC: N = NO MAGNETIC MATERIAL
 DL5827_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL5827_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DL5827+SATELLITE: SATELLITE OBSERVATIONS - September 05, 2017
 DL5827
 DL5827  HISTORY     - Date     Condition        Report By
 DL5827  HISTORY     - 20040401 MONUMENTED       MNDT
 DL5827  HISTORY     - 20060316 GOOD             MNDT
 DL5827  HISTORY     - 20061220 GOOD             MNDT
 DL5827  HISTORY     - 20170905 GOOD             MNDT
 DL5827
 DL5827                          STATION DESCRIPTION
 DL5827
 DL5827'DESCRIBED BY MN DEPT OF TRANSP 2004 (MPP)
 DL5827'THE STATION IS LOCATED ABOUT 7.4 MI (11.9 KM) NORTH-NORTHEAST OF
 DL5827'DENHAM, 4.7 MI (7.6 KM) WEST OF MOOSE LAKE AND 2.7 MI (4.3 KM)
 DL5827'SOUTH-SOUTHEAST OF KETTLE RIVER.
 DL5827'
 DL5827'TO REACH THE MARK FROM THE INTERSECTION OF LOCKER PLANT ROAD AND MAIN
 DL5827'STREET IN KETTLE FALLS, GO SOUTH ALONG TRUNK HIGHWAY 72 FOR 2.33 MI
 DL5827'(3.7 KM) O THE INTERSECTION ON TRUNK HIGHWAY 27, THENCE EAST 0.1 MI
 DL5827'(0.2 KM) TO MARK ON THE RIGHT.
 DL5827'
 DL5827'THE MARK IS FOUND IN THE SOUTHEAST CORNER OF TRUNK HIGHWAY 27 BRIDGE
 DL5827'NUMBER 09013 OVER GILLESPIE BROOK IN ITS RAIL.  NOTE - THE MARK WAS
 DL5827'MISS STAMPED AND SHOULD BE STAMPED 0903 G 1 2004.
 DL5827
 DL5827                          STATION RECOVERY (2006)
 DL5827
 DL5827'RECOVERY NOTE BY MN DEPT OF TRANSP 2006 (MPP)
 DL5827'RECOVERED AS DESCRIBED.
 DL5827
 DL5827                          STATION RECOVERY (2006)
 DL5827
 DL5827'RECOVERY NOTE BY MN DEPT OF TRANSP 2006 (MAS)
 DL5827'RECOVERED IN GOOD CONDITION.
 DL5827'
 DL5827'NOTE-ADDITIONS- 0.1 MI (0.2 KM) EAST ALONG TRUNK HIGHWAY 27 FROM THE
 DL5827'JUNCTION OF TRUNK HIGHWAY 27 AND TRUNK HIGHWAY 73, AT TRUNK HIGHWAY 27
 DL5827'MILE POINT 240.82.
 DL5827'
 DL5827'IT IS 23.0 FT (7.0 M) SOUTH OF TRUNK HIGHWAY 27.
 DL5827
 DL5827                          STATION RECOVERY (2017)
 DL5827
 DL5827'RECOVERY NOTE BY MN DEPT OF TRANSP 2017 (KMS)
 DL5827'4.0 MI (6.4 KM) WEST OF MOOSE LAKE, IN A RAIL IN THE SOUTHEAST CORNER
 DL5827'OF TRUNK HIGHWAY 27 BRIDGE NUMBER 09013 OVER GILLESPIE BROOK, 0.10 MI
 DL5827'(0.16 KM) EAST ALONG TRUNK HIGHWAY 27/ TRUNK HIGHWAY 73 FROM THE
 DL5827'JUNCTION OF TRUNK HIGHWAY 27 AND TRUNK HIGHWAY 73 (THE JUNCTION IS 5.0
 DL5827'MI (8.0 KM) WEST OF MOOSE LAKE), AT TRUNK HIGHWAY MILE POINT 240.82,
 DL5827'23.0 FT (7.0 M) SOUTH OF TRUNK HIGHWAY 27.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DR5237 ***********************************************************************
 DR5237  DESIGNATION -  0903 H
 DR5237  PID         -  DR5237
 DR5237  STATE/COUNTY-  MN/CARLTON
 DR5237  COUNTRY     -  US
 DR5237  USGS QUAD   -  HANGING HORN LAKE (2019)
 DR5237
 DR5237                         *CURRENT SURVEY CONTROL
 DR5237  ______________________________________________________________________
 DR5237* NAD 83(1986) POSITION- 46 27 11.82   (N) 092 43 51.56   (W)   HD_HELD1
 DR5237* NAVD 88 ORTHO HEIGHT -   327.068 (meters)     1073.06  (feet) ADJUSTED
 DR5237  ______________________________________________________________________
 DR5237  GEOID HEIGHT    -        -27.985 (meters)                     GEOID18
 DR5237  DYNAMIC HEIGHT  -        327.081 (meters)     1073.10  (feet) COMP
 DR5237  MODELED GRAVITY -    980,644.8   (mgal)                       NAVD 88
 DR5237
 DR5237  VERT ORDER      -  SECOND    CLASS I
 DR5237
 DR5237.The horizontal coordinates were determined by differentially corrected
 DR5237.hand held GPS observations or other comparable positioning techniques
 DR5237.and have an estimated accuracy of +/- 3 meters.
 DR5237
 DR5237.The orthometric height was determined by differential leveling and
 DR5237.adjusted by the NATIONAL GEODETIC SURVEY
 DR5237.in April 2021.
 DR5237
 DR5237.Significant digits in the geoid height do not necessarily reflect accuracy.
 DR5237.GEOID18 height accuracy estimate available here.
 DR5237
 DR5237.Click photographs - Photos may exist for this station.
 DR5237
 DR5237.The dynamic height is computed by dividing the NAVD 88
 DR5237.geopotential number by the normal gravity value computed on the
 DR5237.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DR5237.degrees latitude (g = 980.6199 gals.).
 DR5237
 DR5237.The modeled gravity was interpolated from observed gravity values.
 DR5237
 DR5237;                    North         East    Units  Estimated Accuracy
 DR5237;SPC MN C     -   262,646.3     916,687.1     MT  (+/- 3 meters HH1 GPS) 
 DR5237
 DR5237_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWM2065944447(NAD 83)
 DR5237
 DR5237                          SUPERSEDED SURVEY CONTROL
 DR5237
 DR5237.No superseded survey control is available for this station.
 DR5237
 DR5237_MARKER: F = FLANGE-ENCASED ROD
 DR5237_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DR5237_STAMPING: 0903 H 2017
 DR5237_MARK LOGO: MNDT
 DR5237_PROJECTION: RECESSED 8 CENTIMETERS
 DR5237_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DR5237_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DR5237_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DR5237+SATELLITE: SATELLITE OBSERVATIONS - October 09, 2017
 DR5237_ROD/PIPE-DEPTH: 12.5 meters
 DR5237
 DR5237  HISTORY     - Date     Condition        Report By
 DR5237  HISTORY     - 20171009 MONUMENTED       MNDT
 DR5237
 DR5237                          STATION DESCRIPTION
 DR5237
 DR5237'DESCRIBED BY MN DEPT OF TRANSP 2017
 DR5237'THE STATION IS LOCATED ABOUT 7.5 MI (12.1 KM) EAST-SOUTHEAST OF KETTLE
 DR5237'RIVER, 4.0 MI (6.4 KM) SOUTH-SOUTHWEST OF BARNUM AND 1.5 MI (2.4 KM)
 DR5237'EAST OF MOOSE LAKE.
 DR5237'
 DR5237'TO REACH THE MARK GO 1.7 MI (2.7 KM) EAST-NORTHEAST OF MOOSE LAKE 1.7
 DR5237'MI (2.7 KM) NORTHEAST AND EAST ALONG TRUNK HIGHWAY 27 FROM THE
 DR5237'JUNCTION OF TRUNK HIGHWAY 27 AND TRUNK HIGHWAY 73 IN MOOSE LAKE, AT
 DR5237'TRUNK HIGHWAY MILE POINT 247.25.
 DR5237'
 DR5237'THE MARK IS LOCATED 56.9 FT (17.3 M) NORTH OF TRUNK HIGHWAY 27, 34.4
 DR5237'FT (10.5 M) WEST OF HALGREN ROAD, 18.8 FT (5.7 M) SOUTH OF A BIKE
 DR5237'TRAIL, 1.5 FT (0.5 M) SOUTH OF A WITNESS POST.
 DR5237'
 DR5237'NOTE-THE STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM ROD
 DR5237'DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION REMOVABLE DISK
 DR5237'SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH PVC
 DR5237'PIPE BACK FILLED WITH WASHED SAND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DR5238 ***********************************************************************
 DR5238  DESIGNATION -  0903 J
 DR5238  PID         -  DR5238
 DR5238  STATE/COUNTY-  MN/CARLTON
 DR5238  COUNTRY     -  US
 DR5238  USGS QUAD   -  MOOSE LAKE (2019)
 DR5238
 DR5238                         *CURRENT SURVEY CONTROL
 DR5238  ______________________________________________________________________
 DR5238* NAD 83(1986) POSITION- 46 27 27.03   (N) 092 45 03.47   (W)   HD_HELD1
 DR5238* NAVD 88 ORTHO HEIGHT -   322.650 (meters)     1058.56  (feet) ADJUSTED
 DR5238  ______________________________________________________________________
 DR5238  GEOID HEIGHT    -        -27.981 (meters)                     GEOID18
 DR5238  DYNAMIC HEIGHT  -        322.663 (meters)     1058.60  (feet) COMP
 DR5238  MODELED GRAVITY -    980,646.4   (mgal)                       NAVD 88
 DR5238
 DR5238  VERT ORDER      -  SECOND    CLASS I
 DR5238
 DR5238.The horizontal coordinates were determined by differentially corrected
 DR5238.hand held GPS observations or other comparable positioning techniques
 DR5238.and have an estimated accuracy of +/- 3 meters.
 DR5238
 DR5238.The orthometric height was determined by differential leveling and
 DR5238.adjusted by the NATIONAL GEODETIC SURVEY
 DR5238.in April 2021.
 DR5238
 DR5238.Significant digits in the geoid height do not necessarily reflect accuracy.
 DR5238.GEOID18 height accuracy estimate available here.
 DR5238
 DR5238.Click photographs - Photos may exist for this station.
 DR5238
 DR5238.The dynamic height is computed by dividing the NAVD 88
 DR5238.geopotential number by the normal gravity value computed on the
 DR5238.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DR5238.degrees latitude (g = 980.6199 gals.).
 DR5238
 DR5238.The modeled gravity was interpolated from observed gravity values.
 DR5238
 DR5238;                    North         East    Units  Estimated Accuracy
 DR5238;SPC MN C     -   263,086.6     915,143.9     MT  (+/- 3 meters HH1 GPS) 
 DR5238
 DR5238_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWM1912344911(NAD 83)
 DR5238
 DR5238                          SUPERSEDED SURVEY CONTROL
 DR5238
 DR5238.No superseded survey control is available for this station.
 DR5238
 DR5238_MARKER: F = FLANGE-ENCASED ROD
 DR5238_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DR5238_STAMPING: 0903 J 2017
 DR5238_MARK LOGO: MNDT
 DR5238_PROJECTION: RECESSED 8 CENTIMETERS
 DR5238_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DR5238_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DR5238_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DR5238+SATELLITE: SATELLITE OBSERVATIONS - October 09, 2017
 DR5238_ROD/PIPE-DEPTH: 26.5 meters
 DR5238
 DR5238  HISTORY     - Date     Condition        Report By
 DR5238  HISTORY     - 20171009 MONUMENTED       MNDT
 DR5238
 DR5238                          STATION DESCRIPTION
 DR5238
 DR5238'DESCRIBED BY MN DEPT OF TRANSP 2017
 DR5238'THE MARK IS LOCATED ABOUT 1.0 MI (1.6 KM) NORTHEAST OF MOOSE LAKE.
 DR5238'
 DR5238'TO REACH THE MARK GO 0.7 MI (1.1 KM) NORTHEAST AND EAST ALONG TRUNK
 DR5238'HIGHWAY 27 FROM THE JUNCTION OF TRUNK HIGHWAY 27 AND TRUNK HIGHWAY 73
 DR5238'IN MOOSE LAKE, AT TRUNK HIGHWAY MILE POINT 246.25.
 DR5238'
 DR5238'THE MARK IS 34.8 FT (10.6 M) SOUTH-SOUTHWEST OF TRUNK HIGHWAY 27, 6.5
 DR5238'FT (2.0 M) SOUTH-SOUTHWEST OF A GUARD RAIL, 1.5 FT (0.5 M)
 DR5238'NORTH-NORTHEAST OF A WITNESS POST.
 DR5238'
 DR5238'NOTE-THE STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM ROD
 DR5238'DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION REMOVABLE DISK
 DR5238'SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH PVC
 DR5238'PIPE BACK FILLED WITH WASHED SAND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DR5230 ***********************************************************************
 DR5230  DESIGNATION -  0903 K
 DR5230  PID         -  DR5230
 DR5230  STATE/COUNTY-  MN/CARLTON
 DR5230  COUNTRY     -  US
 DR5230  USGS QUAD   -  MOOSE LAKE (2019)
 DR5230
 DR5230                         *CURRENT SURVEY CONTROL
 DR5230  ______________________________________________________________________
 DR5230* NAD 83(1986) POSITION- 46 27 14.86   (N) 092 47 35.32   (W)   HD_HELD1
 DR5230* NAVD 88 ORTHO HEIGHT -   350.060 (meters)     1148.49  (feet) ADJUSTED
 DR5230  ______________________________________________________________________
 DR5230  GEOID HEIGHT    -        -27.965 (meters)                     GEOID18
 DR5230  DYNAMIC HEIGHT  -        350.075 (meters)     1148.54  (feet) COMP
 DR5230  MODELED GRAVITY -    980,647.2   (mgal)                       NAVD 88
 DR5230
 DR5230  VERT ORDER      -  SECOND    CLASS I
 DR5230
 DR5230.The horizontal coordinates were determined by differentially corrected
 DR5230.hand held GPS observations or other comparable positioning techniques
 DR5230.and have an estimated accuracy of +/- 3 meters.
 DR5230
 DR5230.The orthometric height was determined by differential leveling and
 DR5230.adjusted by the NATIONAL GEODETIC SURVEY
 DR5230.in April 2021.
 DR5230
 DR5230.Significant digits in the geoid height do not necessarily reflect accuracy.
 DR5230.GEOID18 height accuracy estimate available here.
 DR5230
 DR5230.Click photographs - Photos may exist for this station.
 DR5230
 DR5230.The dynamic height is computed by dividing the NAVD 88
 DR5230.geopotential number by the normal gravity value computed on the
 DR5230.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DR5230.degrees latitude (g = 980.6199 gals.).
 DR5230
 DR5230.The modeled gravity was interpolated from observed gravity values.
 DR5230
 DR5230;                    North         East    Units  Estimated Accuracy
 DR5230;SPC MN C     -   262,650.4     911,911.2     MT  (+/- 3 meters HH1 GPS) 
 DR5230
 DR5230_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWM1588544527(NAD 83)
 DR5230
 DR5230                          SUPERSEDED SURVEY CONTROL
 DR5230
 DR5230.No superseded survey control is available for this station.
 DR5230
 DR5230_MARKER: F = FLANGE-ENCASED ROD
 DR5230_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DR5230_STAMPING: 0903 K 2017
 DR5230_MARK LOGO: MNDT
 DR5230_PROJECTION: RECESSED 8 CENTIMETERS
 DR5230_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DR5230_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DR5230_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DR5230+SATELLITE: SATELLITE OBSERVATIONS - October 09, 2017
 DR5230_ROD/PIPE-DEPTH: 4.6 meters
 DR5230
 DR5230  HISTORY     - Date     Condition        Report By
 DR5230  HISTORY     - 20171009 MONUMENTED       MNDT
 DR5230
 DR5230                          STATION DESCRIPTION
 DR5230
 DR5230'DESCRIBED BY MN DEPT OF TRANSP 2017
 DR5230'THE MARK IS LOCATED ABOUT 1.3 MI (2.1 KM) WEST OF MOOSE LAKE.
 DR5230'
 DR5230'TO REACH THE MARK GO 1.5 MI (2.4 KM) WEST ALONG TRUNK HIGHWAY 27 AND
 DR5230'TRUNK HIGHWAY 73 FROM THE JUNCTION OF TRUNK HIGHWAY 27 AND TRUNK
 DR5230'HIGHWAY 73 IN MOOSE LAKE, AT TRUNK HIGHWAY 27 MILE POINT 244.05.
 DR5230'
 DR5230'THE MARK IS 123.5 FT (37.6 M) SOUTH OF TRUNK HIGHWAY 27, 24.8 FT (7.6
 DR5230'M) EAST OF TOWER ROAD, 1.5 FT (0.5 M) WEST OF A FENCE, 1.5 FT (0.5 M)
 DR5230'NORTH OF A WITNESS POST.
 DR5230'
 DR5230'NOTE-THE STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM ROD
 DR5230'DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION REMOVABLE DISK
 DR5230'SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH PVC
 DR5230'PIPE BACK FILLED WITH WASHED SAND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DR5228 ***********************************************************************
 DR5228  DESIGNATION -  0903 L
 DR5228  PID         -  DR5228
 DR5228  STATE/COUNTY-  MN/CARLTON
 DR5228  COUNTRY     -  US
 DR5228  USGS QUAD   -  MOOSE LAKE (2019)
 DR5228
 DR5228                         *CURRENT SURVEY CONTROL
 DR5228  ______________________________________________________________________
 DR5228* NAD 83(1986) POSITION- 46 27 18.00   (N) 092 50 42.63   (W)   HD_HELD1
 DR5228* NAVD 88 ORTHO HEIGHT -   356.240 (meters)     1168.76  (feet) ADJUSTED
 DR5228  ______________________________________________________________________
 DR5228  GEOID HEIGHT    -        -27.953 (meters)                     GEOID18
 DR5228  DYNAMIC HEIGHT  -        356.256 (meters)     1168.82  (feet) COMP
 DR5228  MODELED GRAVITY -    980,648.4   (mgal)                       NAVD 88
 DR5228
 DR5228  VERT ORDER      -  SECOND    CLASS I
 DR5228
 DR5228.The horizontal coordinates were determined by differentially corrected
 DR5228.hand held GPS observations or other comparable positioning techniques
 DR5228.and have an estimated accuracy of +/- 3 meters.
 DR5228
 DR5228.The orthometric height was determined by differential leveling and
 DR5228.adjusted by the NATIONAL GEODETIC SURVEY
 DR5228.in April 2021.
 DR5228
 DR5228.Significant digits in the geoid height do not necessarily reflect accuracy.
 DR5228.GEOID18 height accuracy estimate available here.
 DR5228
 DR5228.Click photographs - Photos may exist for this station.
 DR5228
 DR5228.The dynamic height is computed by dividing the NAVD 88
 DR5228.geopotential number by the normal gravity value computed on the
 DR5228.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DR5228.degrees latitude (g = 980.6199 gals.).
 DR5228
 DR5228.The modeled gravity was interpolated from observed gravity values.
 DR5228
 DR5228;                    North         East    Units  Estimated Accuracy
 DR5228;SPC MN C     -   262,675.2     907,913.1     MT  (+/- 3 meters HH1 GPS) 
 DR5228
 DR5228_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWM1188944614(NAD 83)
 DR5228
 DR5228                          SUPERSEDED SURVEY CONTROL
 DR5228
 DR5228.No superseded survey control is available for this station.
 DR5228
 DR5228_MARKER: F = FLANGE-ENCASED ROD
 DR5228_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DR5228_STAMPING: 0903 L 2017
 DR5228_MARK LOGO: MNDT
 DR5228_PROJECTION: RECESSED 8 CENTIMETERS
 DR5228_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DR5228_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DR5228_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DR5228+SATELLITE: SATELLITE OBSERVATIONS - October 10, 2017
 DR5228_ROD/PIPE-DEPTH: 8.2 meters
 DR5228
 DR5228  HISTORY     - Date     Condition        Report By
 DR5228  HISTORY     - 20171010 MONUMENTED       MNDT
 DR5228
 DR5228                          STATION DESCRIPTION
 DR5228
 DR5228'DESCRIBED BY MN DEPT OF TRANSP 2017 (KMS)
 DR5228'THE MARK IS LOCATED ABOUT 3.7 MI (6.0 KM) WEST OF MOOSE LAKE.
 DR5228'
 DR5228'TO REACH THE MARK GO 0.8 MI (1.3 KM) EAST ALONG TRUNK HIGHWAY 27/TRUNK
 DR5228'HIGHWAY 73 FROM THE JUNCTION OF TRUNK HIGHWAY 27 AND TRUNK HIGHWAY 73
 DR5228'(THE JUNCTION IS 5.0 MI (8.0 KM) WEST OF MOOSE LAKE), AT TRUNK HIGHWAY
 DR5228'27 MILE POINT 241.55.
 DR5228'
 DR5228'THE MARK IS LOCATED 43.9 FT (13.4 M) SOUTH OF TRUNK HIGHWAY 27/TRUNK
 DR5228'HIGHWAY 73, 50.3 FT (15.3 M) EAST OF OACHS LANE, 29.8 FT (9.1 M) EAST
 DR5228'OF A POWER POLE WITH 2 GUY WIRES, 1.5 FT (0.5 M) NORTH OF A WITNESS
 DR5228'POST.
 DR5228'
 DR5228'NOTE-THE STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM ROD
 DR5228'DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION REMOVABLE DISK
 DR5228'SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH PVC
 DR5228'PIPE BACK FILLED WITH WASHED SAND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 RN0397 ***********************************************************************
 RN0397  DESIGNATION -  0905 A
 RN0397  PID         -  RN0397
 RN0397  STATE/COUNTY-  MN/CARLTON
 RN0397  COUNTRY     -  US
 RN0397  USGS QUAD   -  CLOQUET (2019)
 RN0397
 RN0397                         *CURRENT SURVEY CONTROL
 RN0397  ______________________________________________________________________
 RN0397* NAD 83(1986) POSITION- 46 41 57.81   (N) 092 27 21.38   (W)   HD_HELD1
 RN0397* NAVD 88 ORTHO HEIGHT -   368.647 (meters)     1209.47  (feet) ADJUSTED
 RN0397  ______________________________________________________________________
 RN0397  GEOID HEIGHT    -        -28.343 (meters)                     GEOID18
 RN0397  DYNAMIC HEIGHT  -        368.673 (meters)     1209.55  (feet) COMP
 RN0397  MODELED GRAVITY -    980,672.9   (mgal)                       NAVD 88
 RN0397
 RN0397  VERT ORDER      -  SECOND    CLASS I
 RN0397
 RN0397.The horizontal coordinates were determined by differentially corrected
 RN0397.hand held GPS observations or other comparable positioning techniques
 RN0397.and have an estimated accuracy of +/- 3 meters.
 RN0397
 RN0397.The orthometric height was determined by differential leveling and
 RN0397.adjusted by the NATIONAL GEODETIC SURVEY
 RN0397.in April 2021.
 RN0397
 RN0397.Significant digits in the geoid height do not necessarily reflect accuracy.
 RN0397.GEOID18 height accuracy estimate available here.
 RN0397
 RN0397.Click photographs - Photos may exist for this station.
 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     -   290,437.3     937,192.9     MT  (+/- 3 meters HH1 GPS) 
 RN0397
 RN0397_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWM4159371903(NAD 83)
 RN0397
 RN0397                          SUPERSEDED SURVEY CONTROL
 RN0397
 RN0397  NAVD 88 (06/15/91)  368.647  (m)         1209.47   (f) SUPERSEDED  2 0
 RN0397  NGVD 29 (??/??/92)  368.56   (m)         1209.2    (f) COMPUTED    2 0
 RN0397
 RN0397.Superseded values are not recommended for survey control.
 RN0397
 RN0397.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RN0397.See file dsdata.pdf to determine how the superseded data were derived.
 RN0397
 RN0397_MARKER: DV = VERTICAL CONTROL DISK
 RN0397_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 RN0397_SP_SET: TOWER BASE
 RN0397_STAMPING: 0905 A 1974
 RN0397_MARK LOGO: MNHD
 RN0397_MAGNETIC: N = NO MAGNETIC MATERIAL
 RN0397_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RN0397_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 RN0397+SATELLITE: SATELLITE OBSERVATIONS - August 01, 2017
 RN0397
 RN0397  HISTORY     - Date     Condition        Report By
 RN0397  HISTORY     - 19740401 MONUMENTED       MNHD
 RN0397  HISTORY     - 20010911 GOOD             USPSQD
 RN0397  HISTORY     - 20020603 GOOD             USPSQD
 RN0397  HISTORY     - 20060911 GOOD             USPSQD
 RN0397  HISTORY     - 20140501 GOOD             MNDT
 RN0397  HISTORY     - 20170801 GOOD             MNDT
 RN0397
 RN0397                          STATION DESCRIPTION
 RN0397
 RN0397'DESCRIBED BY MN HIGHWAY DEPT 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.
 RN0397
 RN0397                          STATION RECOVERY (2014)
 RN0397
 RN0397'RECOVERY NOTE BY MN DEPT OF TRANSP 2014 (JJ)
 RN0397'0.8 MI (1.3 KM) WEST OF SCANLON, 0.6 MI (1.0 KM) NORTH OF THE JUNCTION
 RN0397'OF TRUNK HIGHWAY 33 AND INTERSTATE HIGHWAY 35, 240 FT (73.2 M) EAST OF
 RN0397'TRUNK HIGHWAY 33, AT TRUNK HIGHWAY 33 MILE POINT 0.6, 47.1 FT (14.4 M)
 RN0397'NORTH OF THE NORTHEAST CORNER OF DEPARTMENT OF NATURAL RESOURCES
 RN0397'BUILDING, 74.6 FT (22.7 M) NORTHEAST OF THE NORTHWEST CORNER OF
 RN0397'BUILDING, 34 FT (10.4 M) NORTHEAST FROM NORTHEAST CORNER OF RADIO
 RN0397'TOWER.
 RN0397
 RN0397                          STATION RECOVERY (2017)
 RN0397
 RN0397'RECOVERY NOTE BY MN DEPT OF TRANSP 2017 (KMS)
 RN0397'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 RN0396 ***********************************************************************
 RN0396  DESIGNATION -  0905 B
 RN0396  PID         -  RN0396
 RN0396  STATE/COUNTY-  MN/CARLTON
 RN0396  COUNTRY     -  US
 RN0396  USGS QUAD   -  CLOQUET (2019)
 RN0396
 RN0396                         *CURRENT SURVEY CONTROL
 RN0396  ______________________________________________________________________
 RN0396* NAD 83(1986) POSITION- 46 42 40.1    (N) 092 27 39.6    (W)   HD_HELD2
 RN0396* NAVD 88 ORTHO HEIGHT -   372.280 (meters)     1221.39  (feet) ADJUSTED
 RN0396  ______________________________________________________________________
 RN0396  GEOID HEIGHT    -        -28.373 (meters)                     GEOID18
 RN0396  DYNAMIC HEIGHT  -        372.305 (meters)     1221.47  (feet) COMP
 RN0396  MODELED GRAVITY -    980,670.6   (mgal)                       NAVD 88
 RN0396
 RN0396  VERT ORDER      -  SECOND    CLASS 0
 RN0396
 RN0396.The horizontal coordinates were established by autonomous hand held GPS
 RN0396.observations and have an estimated accuracy of +/- 10 meters.
 RN0396
 RN0396.The orthometric height was determined by differential leveling and
 RN0396.adjusted by the NATIONAL GEODETIC SURVEY
 RN0396.in June 1991.
 RN0396
 RN0396.Significant digits in the geoid height do not necessarily reflect accuracy.
 RN0396.GEOID18 height accuracy estimate available here.
 RN0396
 RN0396.Click photographs - Photos may exist for this station.
 RN0396
 RN0396.The dynamic height is computed by dividing the NAVD 88
 RN0396.geopotential number by the normal gravity value computed on the
 RN0396.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RN0396.degrees latitude (g = 980.6199 gals.).
 RN0396
 RN0396.The modeled gravity was interpolated from observed gravity values.
 RN0396
 RN0396;                    North         East    Units  Estimated Accuracy
 RN0396;SPC MN C     -   291,734.      936,776.      MT  (+/- 10 meters HH2 GPS)
 RN0396
 RN0396_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWM4119873205(NAD 83)
 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
 RN0396.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RN0396.See file dsdata.pdf to determine how the superseded data were derived.
 RN0396
 RN0396_MARKER: DV = VERTICAL CONTROL DISK
 RN0396_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 RN0396_SP_SET: STEP
 RN0396_STAMPING: 0905 B 1974
 RN0396_MARK LOGO: MNHD
 RN0396_MAGNETIC: N = NO MAGNETIC MATERIAL
 RN0396_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RN0396_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 RN0396+SATELLITE: SATELLITE OBSERVATIONS - August 01, 2017
 RN0396
 RN0396  HISTORY     - Date     Condition        Report By
 RN0396  HISTORY     - 19740401 MONUMENTED       MNHD
 RN0396  HISTORY     - 20020603 GOOD             USPSQD
 RN0396  HISTORY     - 20140501 GOOD             MNDT
 RN0396  HISTORY     - 20170801 GOOD             MNDT
 RN0396
 RN0396                          STATION DESCRIPTION
 RN0396
 RN0396'DESCRIBED BY MN HIGHWAY DEPT 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.
 RN0396
 RN0396                          STATION RECOVERY (2014)
 RN0396
 RN0396'RECOVERY NOTE BY MN DEPT OF TRANSP 2014 (JJ)
 RN0396'AT SOUTH EDGE OF CLOQUET, 0.8 MI (1.3 KM) SOUTH ALONG TRUNK HIGHWAY 33
 RN0396'FROM THE JUNCTION OF TRUNK HIGHWAY 33 AND TRUNK HIGHWAY 45, 151.5 FT
 RN0396'(46.2 M) WEST OF SOUTHBOUND TRUNK HIGHWAY 33, AT TRUNK HIGHWAY 33 MILE
 RN0396'POINT 1.55, IN CONCRETE STEP AT ARMORY, NORTH OF MAIN ENTRANCE, 42.4
 RN0396'FT (12.9 M) SOUTH OF THE NORTHEAST CORNER OF BUILDING, 7 FT (2.1 M)
 RN0396'SOUTH OF ENTRANCE, 0.8 FT (24 CM) EAST OF GLASS WALL.
 RN0396
 RN0396                          STATION RECOVERY (2017)
 RN0396
 RN0396'RECOVERY NOTE BY MN DEPT OF TRANSP 2017 (KMS)
 RN0396'IN CLOQUET, 0.8 MI (1.3 KM) SOUTH ALONG TRUNK HIGHWAY 33 FROM THE
 RN0396'JUNCTION OF TRUNK HIGHWAY 33 AND COUNTY ROAD 45, 151.5 FT (46.2 M)
 RN0396'WEST OF SOUTHBOUND TRUNK HIGHWAY 33, AT TRUNK HIGHWAY 33 MILE POINT
 RN0396'1.55, IN THE CONCRETE STEP AT AN ARMORY, NORTH OF THE MAIN ENTRANCE,
 RN0396'42.4 FT (12.9 M) SOUTH OF THE NORTHEAST CORNER OF A BUILDING, 7.0 FT
 RN0396'(2.1 M) SOUTH OF AN ENTRANCE, 0.8 FT (24 CM) EAST OF A GLASS WALL.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DR1891 ***********************************************************************
 DR1891  DESIGNATION -  0905 C RESET
 DR1891  PID         -  DR1891
 DR1891  STATE/COUNTY-  MN/CARLTON
 DR1891  COUNTRY     -  US
 DR1891  USGS QUAD   -  CLOQUET (2019)
 DR1891
 DR1891                         *CURRENT SURVEY CONTROL
 DR1891  ______________________________________________________________________
 DR1891* NAD 83(1986) POSITION- 46 43 17.59   (N) 092 27 34.49   (W)   HD_HELD1
 DR1891* NAVD 88 ORTHO HEIGHT -   367.408 (meters)     1205.40  (feet) ADJUSTED
 DR1891  ______________________________________________________________________
 DR1891  GEOID HEIGHT    -        -28.401 (meters)                     GEOID18
 DR1891  DYNAMIC HEIGHT  -        367.432 (meters)     1205.48  (feet) COMP
 DR1891  MODELED GRAVITY -    980,669.8   (mgal)                       NAVD 88
 DR1891
 DR1891  VERT ORDER      -  SECOND    CLASS I
 DR1891
 DR1891.The horizontal coordinates were determined by differentially corrected
 DR1891.hand held GPS observations or other comparable positioning techniques
 DR1891.and have an estimated accuracy of +/- 3 meters.
 DR1891
 DR1891.The orthometric height was determined by differential leveling and
 DR1891.adjusted by the NATIONAL GEODETIC SURVEY
 DR1891.in April 2021.
 DR1891
 DR1891.Significant digits in the geoid height do not necessarily reflect accuracy.
 DR1891.GEOID18 height accuracy estimate available here.
 DR1891
 DR1891.Click photographs - Photos may exist for this station.
 DR1891
 DR1891.The dynamic height is computed by dividing the NAVD 88
 DR1891.geopotential number by the normal gravity value computed on the
 DR1891.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DR1891.degrees latitude (g = 980.6199 gals.).
 DR1891
 DR1891.The modeled gravity was interpolated from observed gravity values.
 DR1891
 DR1891;                    North         East    Units  Estimated Accuracy
 DR1891;SPC MN C     -   292,893.8     936,858.7     MT  (+/- 3 meters HH1 GPS) 
 DR1891
 DR1891_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWM4129874363(NAD 83)
 DR1891
 DR1891                          SUPERSEDED SURVEY CONTROL
 DR1891
 DR1891.No superseded survey control is available for this station.
 DR1891
 DR1891_MARKER: DV = VERTICAL CONTROL DISK
 DR1891_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DR1891_SP_SET: SIDEWALK
 DR1891_STAMPING: 0905 C 1974 RESET 1991 2006
 DR1891_MARK LOGO: MNHD
 DR1891_MAGNETIC: N = NO MAGNETIC MATERIAL
 DR1891_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DR1891_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DR1891+SATELLITE: SATELLITE OBSERVATIONS - August 01, 2017
 DR1891
 DR1891  HISTORY     - Date     Condition        Report By
 DR1891  HISTORY     - 20060401 MONUMENTED       MNHD
 DR1891  HISTORY     - 20170801 GOOD             MNDT
 DR1891
 DR1891                          STATION DESCRIPTION
 DR1891
 DR1891'DESCRIBED BY MN DEPT OF TRANSP 2017 (KMS)
 DR1891'THE STATION IS LOCATED ABOUT 5.0 MI (8.0 KM) NORTHEAST OF IVERSON, 4.7
 DR1891'MI (7.6 KM) WEST-NORTHWEST OF ESKO AND IN THE TOWN OF CLOQUET, MN.
 DR1891'
 DR1891'TO REACH THE MARK IN THE CONCRETE RAMP AT THE POST OFFICE, 0.05 MI
 DR1891'(0.08 KM) EAST ALONG COUNTY ROAD 45 FROM THE JUNCTION OF COUNTY ROAD
 DR1891'45 AND TRUNK HIGHWAY 33 IN CLOQUET, SOUTHWEST OF FOURTH STREET AND
 DR1891'COUNTY ROAD 45 (CLOQUET AVENUE).
 DR1891'
 DR1891'THE MARK IS 28.0 FT (8.5 M) SOUTH OF THE FACE OF THE SOUTH CURB OF
 DR1891'CLOQUET AVENUE, 40.0 FT (12.2 M) WEST OF FOURTH STREET, 1.0 FT (0.3 M)
 DR1891'WEST OF THE NORTHEAST CORNER OF THE POST OFFICE, 0.3 FT (9 CM) NORTH
 DR1891'OF THE NORTH FACE OF THE POST OFFICE.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DR1892 ***********************************************************************
 DR1892  DESIGNATION -  0905 D
 DR1892  PID         -  DR1892
 DR1892  STATE/COUNTY-  MN/CARLTON
 DR1892  COUNTRY     -  US
 DR1892  USGS QUAD   -  CLOQUET (2019)
 DR1892
 DR1892                         *CURRENT SURVEY CONTROL
 DR1892  ______________________________________________________________________
 DR1892* NAD 83(1986) POSITION- 46 42 42.88   (N) 092 27 37.83   (W)   HD_HELD1
 DR1892* NAVD 88 ORTHO HEIGHT -   372.059 (meters)     1220.66  (feet) ADJUSTED
 DR1892  ______________________________________________________________________
 DR1892  GEOID HEIGHT    -        -28.375 (meters)                     GEOID18
 DR1892  DYNAMIC HEIGHT  -        372.084 (meters)     1220.75  (feet) COMP
 DR1892  MODELED GRAVITY -    980,671.1   (mgal)                       NAVD 88
 DR1892
 DR1892  VERT ORDER      -  SECOND    CLASS I
 DR1892
 DR1892.The horizontal coordinates were determined by differentially corrected
 DR1892.hand held GPS observations or other comparable positioning techniques
 DR1892.and have an estimated accuracy of +/- 3 meters.
 DR1892
 DR1892.The orthometric height was determined by differential leveling and
 DR1892.adjusted by the NATIONAL GEODETIC SURVEY
 DR1892.in April 2021.
 DR1892
 DR1892.Significant digits in the geoid height do not necessarily reflect accuracy.
 DR1892.GEOID18 height accuracy estimate available here.
 DR1892
 DR1892.Click photographs - Photos may exist for this station.
 DR1892
 DR1892.The dynamic height is computed by dividing the NAVD 88
 DR1892.geopotential number by the normal gravity value computed on the
 DR1892.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DR1892.degrees latitude (g = 980.6199 gals.).
 DR1892
 DR1892.The modeled gravity was interpolated from observed gravity values.
 DR1892
 DR1892;                    North         East    Units  Estimated Accuracy
 DR1892;SPC MN C     -   291,820.7     936,812.1     MT  (+/- 3 meters HH1 GPS) 
 DR1892
 DR1892_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWM4123573291(NAD 83)
 DR1892
 DR1892                          SUPERSEDED SURVEY CONTROL
 DR1892
 DR1892.No superseded survey control is available for this station.
 DR1892
 DR1892_MARKER: F = FLANGE-ENCASED ROD
 DR1892_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DR1892_STAMPING: 0905 D 2017
 DR1892_MARK LOGO: MNDT
 DR1892_PROJECTION: RECESSED 5 CENTIMETERS
 DR1892_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DR1892_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DR1892_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DR1892+SATELLITE: SATELLITE OBSERVATIONS - August 21, 2017
 DR1892_ROD/PIPE-DEPTH: 17.1 meters
 DR1892
 DR1892  HISTORY     - Date     Condition        Report By
 DR1892  HISTORY     - 20170821 MONUMENTED       MNDT
 DR1892
 DR1892                          STATION DESCRIPTION
 DR1892
 DR1892'DESCRIBED BY MN DEPT OF TRANSP 2017
 DR1892'THE STATION IS LOCATED ABOUT 4.6 MI (7.5 KM) WEST OF ESKO, 4.5 MI (7.3
 DR1892'KM) NORTHEAST OF IVERSON AND 0.7 MI (1.1 KM) SOUTH OF CLOQUET.
 DR1892'
 DR1892'TO REACH THE MARK GO 1.55 MILES NORTH ALONG TRUNK HIGHWAY 33 FROM THE
 DR1892'JUNCTION OF TRUNK HIGHWAY 33 AND INTERSTATE HIGHWAY 35 IN CLOQUET, AT
 DR1892'TRUNK HIGHWAY 33 MILEPOINT 1.65.
 DR1892'
 DR1892'THE MARK IS 73.4 FEET NORTHEAST OF NORTHBOUND TRUNK HIGHWAY 33, 30.2
 DR1892'FEET SOUTHWEST OF A FRONTAGE ROAD, 27.3 FEET NORTHWEST OF ARMORY ROAD
 DR1892'SOUTH EXTENDED, 1.5 FEET SOUTHWEST OF A WITNESS POST.
 DR1892'
 DR1892'NOTE - THE STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM
 DR1892'ROD DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION REMOVABLE
 DR1892'DISK SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH
 DR1892'PVC PIPE BACK FILLED WITH WASHED SAND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 RN0394 ***********************************************************************
 RN0394  DESIGNATION -  0906 A
 RN0394  PID         -  RN0394
 RN0394  STATE/COUNTY-  MN/CARLTON
 RN0394  COUNTRY     -  US
 RN0394  USGS QUAD   -  CLOQUET (2019)
 RN0394
 RN0394                         *CURRENT SURVEY CONTROL
 RN0394  ______________________________________________________________________
 RN0394* NAD 83(1986) POSITION- 46 43 26.     (N) 092 27 40.     (W)   SCALED
 RN0394* NAVD 88 ORTHO HEIGHT -   363.088 (meters)     1191.23  (feet) ADJUSTED
 RN0394  ______________________________________________________________________
 RN0394  GEOID HEIGHT    -        -28.408 (meters)                     GEOID18
 RN0394  DYNAMIC HEIGHT  -        363.112 (meters)     1191.31  (feet) COMP
 RN0394  MODELED GRAVITY -    980,669.4   (mgal)                       NAVD 88
 RN0394
 RN0394  VERT ORDER      -  SECOND    CLASS 0
 RN0394
 RN0394.The horizontal coordinates were scaled from a map and have
 RN0394.an estimated accuracy of +/- 6 seconds.
 RN0394
 RN0394.The orthometric height was determined by differential leveling and
 RN0394.adjusted by the NATIONAL GEODETIC SURVEY
 RN0394.in June 1991.
 RN0394
 RN0394.Significant digits in the geoid height do not necessarily reflect accuracy.
 RN0394.GEOID18 height accuracy estimate available here.
 RN0394
 RN0394.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWM411746(NAD 83)
 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
 RN0394.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RN0394.See file dsdata.pdf to determine how the superseded data were derived.
 RN0394
 RN0394_MARKER: DV = VERTICAL CONTROL DISK
 RN0394_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 RN0394_SP_SET: PUMP HOUSING
 RN0394_STAMPING: 0906 A 1974
 RN0394_MARK LOGO: MNHD
 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       MNHD
 RN0394  HISTORY     - 20020603 GOOD             USPSQD
 RN0394
 RN0394                          STATION DESCRIPTION
 RN0394
 RN0394'DESCRIBED BY MN HIGHWAY DEPT 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 = MARCH 21, 2026 06:05:54 EDT
 RN0393 ***********************************************************************
 RN0393  DESIGNATION -  0906 B
 RN0393  PID         -  RN0393
 RN0393  STATE/COUNTY-  MN/CARLTON
 RN0393  COUNTRY     -  US
 RN0393  USGS QUAD   -  CLOQUET (2019)
 RN0393
 RN0393                         *CURRENT SURVEY CONTROL
 RN0393  ______________________________________________________________________
 RN0393* NAD 83(1986) POSITION- 46 43 32.     (N) 092 27 47.     (W)   SCALED
 RN0393* NAVD 88 ORTHO HEIGHT -   362.229 (meters)     1188.41  (feet) ADJUSTED
 RN0393  ______________________________________________________________________
 RN0393  GEOID HEIGHT    -        -28.413 (meters)                     GEOID18
 RN0393  DYNAMIC HEIGHT  -        362.253 (meters)     1188.49  (feet) COMP
 RN0393  MODELED GRAVITY -    980,669.0   (mgal)                       NAVD 88
 RN0393
 RN0393  VERT ORDER      -  SECOND    CLASS 0
 RN0393
 RN0393.The horizontal coordinates were scaled from a map and have
 RN0393.an estimated accuracy of +/- 6 seconds.
 RN0393
 RN0393.The orthometric height was determined by differential leveling and
 RN0393.adjusted by the NATIONAL GEODETIC SURVEY
 RN0393.in June 1991.
 RN0393
 RN0393.Significant digits in the geoid height do not necessarily reflect accuracy.
 RN0393.GEOID18 height accuracy estimate available here.
 RN0393
 RN0393.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWM410748(NAD 83)
 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
 RN0393.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RN0393.See file dsdata.pdf to determine how the superseded data were derived.
 RN0393
 RN0393_MARKER: DV = VERTICAL CONTROL DISK
 RN0393_SETTING: 66 = SET IN ROCK OUTCROP
 RN0393_STAMPING: 0906 B 1974
 RN0393_MARK LOGO: MNHD
 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       MNHD
 RN0393  HISTORY     - 20020603 GOOD             USPSQD
 RN0393
 RN0393                          STATION DESCRIPTION
 RN0393
 RN0393'DESCRIBED BY MN HIGHWAY DEPT 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 = MARCH 21, 2026 06:05:54 EDT
 RN0392 ***********************************************************************
 RN0392  DESIGNATION -  0906 C
 RN0392  PID         -  RN0392
 RN0392  STATE/COUNTY-  MN/CARLTON
 RN0392  COUNTRY     -  US
 RN0392  USGS QUAD   -  CLOQUET (2019)
 RN0392
 RN0392                         *CURRENT SURVEY CONTROL
 RN0392  ______________________________________________________________________
 RN0392* NAD 83(1986) POSITION- 46 43 37.6    (N) 092 28 00.9    (W)   HD_HELD2
 RN0392* NAVD 88 ORTHO HEIGHT -   363.685 (meters)     1193.19  (feet) ADJUSTED
 RN0392  ______________________________________________________________________
 RN0392  GEOID HEIGHT    -        -28.418 (meters)                     GEOID18
 RN0392  DYNAMIC HEIGHT  -        363.709 (meters)     1193.27  (feet) COMP
 RN0392  MODELED GRAVITY -    980,668.8   (mgal)                       NAVD 88
 RN0392
 RN0392  VERT ORDER      -  SECOND    CLASS 0
 RN0392
 RN0392.The horizontal coordinates were established by autonomous hand held GPS
 RN0392.observations and have an estimated accuracy of +/- 10 meters.
 RN0392
 RN0392.The orthometric height was determined by differential leveling and
 RN0392.adjusted by the NATIONAL GEODETIC SURVEY
 RN0392.in June 1991.
 RN0392
 RN0392.Significant digits in the geoid height do not necessarily reflect accuracy.
 RN0392.GEOID18 height accuracy estimate available here.
 RN0392
 RN0392.Click photographs - Photos may exist for this station.
 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     -   293,499.      936,284.      MT  (+/- 10 meters HH2 GPS)
 RN0392
 RN0392_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWM4073374977(NAD 83)
 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
 RN0392.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RN0392.See file dsdata.pdf to determine how the superseded data were derived.
 RN0392
 RN0392_MARKER: DV = VERTICAL CONTROL DISK
 RN0392_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 RN0392_SP_SET: BRIDGE
 RN0392_STAMPING: 0906 C 1974
 RN0392_MARK LOGO: MNHD
 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       MNHD
 RN0392  HISTORY     - 20020603 GOOD             USPSQD
 RN0392
 RN0392                          STATION DESCRIPTION
 RN0392
 RN0392'DESCRIBED BY MN HIGHWAY DEPT 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 = MARCH 21, 2026 06:05:54 EDT
 RN0388 ***********************************************************************
 RN0388  DESIGNATION -  0906 F
 RN0388  PID         -  RN0388
 RN0388  STATE/COUNTY-  MN/CARLTON
 RN0388  COUNTRY     -  US
 RN0388  USGS QUAD   -  SAGINAW (2019)
 RN0388
 RN0388                         *CURRENT SURVEY CONTROL
 RN0388  ______________________________________________________________________
 RN0388* NAD 83(1996) POSITION- 46 45 28.47875(N) 092 26 57.03352(W)   NO CHECK
 RN0388* NAVD 88 ORTHO HEIGHT -   415.674 (meters)     1363.76  (feet) ADJUSTED
 RN0388  ______________________________________________________________________
 RN0388  GEOID HEIGHT    -        -28.498 (meters)                     GEOID18
 RN0388  LAPLACE CORR    -          1.48  (seconds)                    DEFLEC18
 RN0388  DYNAMIC HEIGHT  -        415.701 (meters)     1363.85  (feet) COMP
 RN0388  MODELED GRAVITY -    980,665.4   (mgal)                       NAVD 88
 RN0388
 RN0388  HORZ ORDER      -  THIRD
 RN0388  VERT ORDER      -  SECOND    CLASS I
 RN0388
 RN0388.The horizontal coordinates were established by classical geodetic methods
 RN0388.and adjusted by the National Geodetic Survey in March 1999.
 RN0388
 RN0388.No horizontal observational check was made to the station.
 RN0388
 RN0388.The orthometric height was determined by differential leveling and
 RN0388.adjusted by the NATIONAL GEODETIC SURVEY
 RN0388.in April 2021.
 RN0388
 RN0388.Significant digits in the geoid height do not necessarily reflect accuracy.
 RN0388.GEOID18 height accuracy estimate available here.
 RN0388
 RN0388.Click photographs - Photos may exist for this station.
 RN0388
 RN0388.The Laplace correction was computed from DEFLEC18 derived deflections.
 RN0388
 RN0388.The dynamic height is computed by dividing the NAVD 88
 RN0388.geopotential number by the normal gravity value computed on the
 RN0388.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RN0388.degrees latitude (g = 980.6199 gals.).
 RN0388
 RN0388.The modeled gravity was interpolated from observed gravity values.
 RN0388
 RN0388. The following values were computed from the NAD 83(1996) position.
 RN0388
 RN0388;                    North         East     Units Scale Factor Converg.
 RN0388;SPC MN C     -   296,952.322   937,562.048   MT  0.99994926   +1 18 09.7
 RN0388;SPC MN C     -   974,251.08  3,075,984.82   sFT  0.99994926   +1 18 09.7
 RN0388;UTM  15      - 5,178,409.482   542,065.449   MT  0.99962175   +0 24 04.5
 RN0388
 RN0388!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RN0388!SPC MN C     -   0.99993931  x   0.99994926  =   0.99988858
 RN0388!UTM  15      -   0.99993931  x   0.99962175  =   0.99956109
 RN0388
 RN0388_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWM4206578409(NAD 83)
 RN0388
 RN0388                          SUPERSEDED SURVEY CONTROL
 RN0388
 RN0388  NAD 83(1991)-  46 45 28.47409(N)    092 26 57.03642(W) AD(       ) 3
 RN0388  NAD 83(1986)-  46 45 28.47304(N)    092 26 57.03824(W) AD(       ) 3
 RN0388  NAD 27      -  46 45 28.68061(N)    092 26 56.33721(W) AD(       ) 3
 RN0388  NAVD 88 (06/15/91)  415.673  (m)         1363.75   (f) SUPERSEDED  2 0
 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
 RN0388.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RN0388.See file dsdata.pdf to determine how the superseded data were derived.
 RN0388
 RN0388_MARKER: DV = VERTICAL CONTROL DISK
 RN0388_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 RN0388_STAMPING: 0906 F 1974
 RN0388_MARK LOGO: MNHD
 RN0388_PROJECTION: RECESSED 5 CENTIMETERS
 RN0388_MAGNETIC: I = MARKER IS A STEEL ROD
 RN0388_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RN0388_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 RN0388+SATELLITE: SATELLITE OBSERVATIONS - August 01, 2017
 RN0388
 RN0388  HISTORY     - Date     Condition        Report By
 RN0388  HISTORY     - 19740401 MONUMENTED       MNHD
 RN0388  HISTORY     - 1974     GOOD             MNDT
 RN0388  HISTORY     - 20041016 GOOD             USPSQD
 RN0388  HISTORY     - 20140501 GOOD             MNDT
 RN0388  HISTORY     - 20170801 GOOD             MNDT
 RN0388
 RN0388                          STATION DESCRIPTION
 RN0388
 RN0388'DESCRIBED BY MN HIGHWAY DEPT 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
 RN0388
 RN0388                          STATION RECOVERY (2014)
 RN0388
 RN0388'RECOVERY NOTE BY MN DEPT OF TRANSP 2014 (JJ)
 RN0388'3.0 MI (4.8 KM) NORTH OF CLOQUET, 1.1 MI (1.8 KM) NORTH OF TRUNK
 RN0388'HIGHWAY 15, 0.85 MI (1.4 KM) EAST OF TRUNK HIGHWAY 33, 1.6 MI (2.6 KM)
 RN0388'NORTH OF COUNTY ROAD 2, 46.0 FT (14.0 M) EAST OF PREVOST ROAD, 90.5 FT
 RN0388'(27.6 M) EAST OF POWER POLE WITH TRANSFORMER, 13 FT (4.0 M) SOUTH OF A
 RN0388'FIELD ENTRANCE, 110.43 FT (33.7 M) SOUTHEAST OF STATION DULAC, 1 FT
 RN0388'(0.3 M) WEST OF A WITNESS POST.
 RN0388
 RN0388                          STATION RECOVERY (2017)
 RN0388
 RN0388'RECOVERY NOTE BY MN DEPT OF TRANSP 2017 (KMS)
 RN0388'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DR1890 ***********************************************************************
 DR1890  DESIGNATION -  0906 G
 DR1890  PID         -  DR1890
 DR1890  STATE/COUNTY-  MN/CARLTON
 DR1890  COUNTRY     -  US
 DR1890  USGS QUAD   -  CLOQUET (2019)
 DR1890
 DR1890                         *CURRENT SURVEY CONTROL
 DR1890  ______________________________________________________________________
 DR1890* NAD 83(1986) POSITION- 46 43 34.36   (N) 092 27 45.44   (W)   HD_HELD1
 DR1890* NAVD 88 ORTHO HEIGHT -   366.731 (meters)     1203.18  (feet) ADJUSTED
 DR1890  ______________________________________________________________________
 DR1890  GEOID HEIGHT    -        -28.414 (meters)                     GEOID18
 DR1890  DYNAMIC HEIGHT  -        366.756 (meters)     1203.27  (feet) COMP
 DR1890  MODELED GRAVITY -    980,668.9   (mgal)                       NAVD 88
 DR1890
 DR1890  VERT ORDER      -  SECOND    CLASS I
 DR1890
 DR1890.The horizontal coordinates were determined by differentially corrected
 DR1890.hand held GPS observations or other comparable positioning techniques
 DR1890.and have an estimated accuracy of +/- 3 meters.
 DR1890
 DR1890.The orthometric height was determined by differential leveling and
 DR1890.adjusted by the NATIONAL GEODETIC SURVEY
 DR1890.in April 2021.
 DR1890
 DR1890.Significant digits in the geoid height do not necessarily reflect accuracy.
 DR1890.GEOID18 height accuracy estimate available here.
 DR1890
 DR1890.Click photographs - Photos may exist for this station.
 DR1890
 DR1890.The dynamic height is computed by dividing the NAVD 88
 DR1890.geopotential number by the normal gravity value computed on the
 DR1890.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DR1890.degrees latitude (g = 980.6199 gals.).
 DR1890
 DR1890.The modeled gravity was interpolated from observed gravity values.
 DR1890
 DR1890;                    North         East    Units  Estimated Accuracy
 DR1890;SPC MN C     -   293,406.2     936,614.6     MT  (+/- 3 meters HH1 GPS) 
 DR1890
 DR1890_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWM4106274879(NAD 83)
 DR1890
 DR1890                          SUPERSEDED SURVEY CONTROL
 DR1890
 DR1890.No superseded survey control is available for this station.
 DR1890
 DR1890_MARKER: F = FLANGE-ENCASED ROD
 DR1890_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DR1890_STAMPING: 0906 G 2017
 DR1890_MARK LOGO: MNDT
 DR1890_PROJECTION: RECESSED 5 CENTIMETERS
 DR1890_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DR1890_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DR1890_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DR1890+SATELLITE: SATELLITE OBSERVATIONS - August 21, 2017
 DR1890_ROD/PIPE-DEPTH: 6.4 meters
 DR1890
 DR1890  HISTORY     - Date     Condition        Report By
 DR1890  HISTORY     - 20170821 MONUMENTED       MNDT
 DR1890
 DR1890                          STATION DESCRIPTION
 DR1890
 DR1890'DESCRIBED BY MN DEPT OF TRANSP 2017
 DR1890'THE STATION IS LOCATED ABOUT 5.2 MI (8.4 KM) NORTHEAST OF IVERSON, 4.9
 DR1890'MI (7.9 KM) WEST-NORTHWEST OF ESKO AND IN THE TOWN OF CLOQUET, MN.
 DR1890'
 DR1890'TO REACH THE MARK GO 2.6 MI (4.2 KM) NORTH ALONG TRUNK HIGHWAY 33 FROM
 DR1890'THE JUNCTION OF TRUNK HIGHWAY 33 AND INTERSTATE HIGHWAY 35 IN CLOQUET,
 DR1890'AT TRUNK HIGHWAY 33 MILE POINT 2.7.
 DR1890'
 DR1890'THE MARK IS 38.3 FT (11.7 M) EAST-NORTHEAST OF NORTHBOUND TRUNK
 DR1890'HIGHWAY 33, 112.7 FT (34.4 M) NORTH OF THE NORTHEAST END OF A BRIDGE,
 DR1890'21.7 FT (6.6 M) SOUTH-SOUTHEAST OF A LIGHT POLE, 1.5 FT (0.5 M)
 DR1890'WEST-SOUTHWEST OF A WITNESS POST.
 DR1890'
 DR1890'NOTE-THE STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM ROD
 DR1890'DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION REMOVABLE DISK
 DR1890'SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH PVC
 DR1890'PIPE BACK FILLED WITH WASHED SAND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DR1889 ***********************************************************************
 DR1889  DESIGNATION -  0906 H
 DR1889  PID         -  DR1889
 DR1889  STATE/COUNTY-  MN/CARLTON
 DR1889  COUNTRY     -  US
 DR1889  USGS QUAD   -  CLOQUET (2019)
 DR1889
 DR1889                         *CURRENT SURVEY CONTROL
 DR1889  ______________________________________________________________________
 DR1889* NAD 83(1986) POSITION- 46 44 12.85   (N) 092 28 02.40   (W)   HD_HELD1
 DR1889* NAVD 88 ORTHO HEIGHT -   394.924 (meters)     1295.68  (feet) ADJUSTED
 DR1889  ______________________________________________________________________
 DR1889  GEOID HEIGHT    -        -28.446 (meters)                     GEOID18
 DR1889  DYNAMIC HEIGHT  -        394.950 (meters)     1295.77  (feet) COMP
 DR1889  MODELED GRAVITY -    980,667.3   (mgal)                       NAVD 88
 DR1889
 DR1889  VERT ORDER      -  SECOND    CLASS I
 DR1889
 DR1889.The horizontal coordinates were determined by differentially corrected
 DR1889.hand held GPS observations or other comparable positioning techniques
 DR1889.and have an estimated accuracy of +/- 3 meters.
 DR1889
 DR1889.The orthometric height was determined by differential leveling and
 DR1889.adjusted by the NATIONAL GEODETIC SURVEY
 DR1889.in April 2021.
 DR1889
 DR1889.Significant digits in the geoid height do not necessarily reflect accuracy.
 DR1889.GEOID18 height accuracy estimate available here.
 DR1889
 DR1889.Click photographs - Photos may exist for this station.
 DR1889
 DR1889.The dynamic height is computed by dividing the NAVD 88
 DR1889.geopotential number by the normal gravity value computed on the
 DR1889.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DR1889.degrees latitude (g = 980.6199 gals.).
 DR1889
 DR1889.The modeled gravity was interpolated from observed gravity values.
 DR1889
 DR1889;                    North         East    Units  Estimated Accuracy
 DR1889;SPC MN C     -   294,586.3     936,227.8     MT  (+/- 3 meters HH1 GPS) 
 DR1889
 DR1889_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWM4069476065(NAD 83)
 DR1889
 DR1889                          SUPERSEDED SURVEY CONTROL
 DR1889
 DR1889.No superseded survey control is available for this station.
 DR1889
 DR1889_MARKER: F = FLANGE-ENCASED ROD
 DR1889_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DR1889_STAMPING: 0906 H 2017
 DR1889_MARK LOGO: MNDT
 DR1889_PROJECTION: RECESSED 5 CENTIMETERS
 DR1889_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DR1889_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DR1889_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DR1889+SATELLITE: SATELLITE OBSERVATIONS - August 21, 2017
 DR1889_ROD/PIPE-DEPTH: 11.9 meters
 DR1889
 DR1889  HISTORY     - Date     Condition        Report By
 DR1889  HISTORY     - 20170821 MONUMENTED       MNDT
 DR1889
 DR1889                          STATION DESCRIPTION
 DR1889
 DR1889'DESCRIBED BY MN DEPT OF TRANSP 2017
 DR1889'THE STATION IS LOCATED ABOUT 5.7 MI (9.2 KM) NORTH-NORTHEAST OF
 DR1889'IVERSON, 5.4 MI (8.7 KM) WEST-NORTHWEST OF ESKO AND 1.1 MI (1.8 KM)
 DR1889'NORTH-NORTHWEST OF CLOQUET.
 DR1889'
 DR1889'TO REACH THE MARK GO 3.4 MI (5.5 KM) NORTH ALONG TRUNK HIGHWAY 33 FROM
 DR1889'THE JUNCTION OF TRUNK HIGHWAY 33 AND INTERSTATE HIGHWAY 35 IN CLOQUET,
 DR1889'AT TRUNK HIGHWAY 33 MILE POINT 3.45.
 DR1889'
 DR1889'THE MARK IS 30.4 FT (9.3 M) WEST-NORTHWEST OF SOUTHBOUND TRUNK HIGHWAY
 DR1889'33, 182.5 FT (55.6 M) SOUTH-SOUTHWEST OF SUNNYSIDE EAST ROAD, 31.0 FT
 DR1889'(9.4 M) SOUTH-SOUTHWEST OF A LIGHT POLE, 1.5 FT (0.5 M) EAST-SOUTHEAST
 DR1889'OF A WITNESS POST.
 DR1889'
 DR1889'NOTE-THE STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM ROD
 DR1889'DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION REMOVABLE DISK
 DR1889'SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH PVC
 DR1889'PIPE BACK FILLED WITH WASHED SAND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DR1886 ***********************************************************************
 DR1886  DESIGNATION -  0906 J
 DR1886  PID         -  DR1886
 DR1886  STATE/COUNTY-  MN/CARLTON
 DR1886  COUNTRY     -  US
 DR1886  USGS QUAD   -  SAGINAW (2019)
 DR1886
 DR1886                         *CURRENT SURVEY CONTROL
 DR1886  ______________________________________________________________________
 DR1886* NAD 83(1986) POSITION- 46 45 31.20   (N) 092 27 27.76   (W)   HD_HELD1
 DR1886* NAVD 88 ORTHO HEIGHT -   381.019 (meters)     1250.06  (feet) ADJUSTED
 DR1886  ______________________________________________________________________
 DR1886  GEOID HEIGHT    -        -28.504 (meters)                     GEOID18
 DR1886  DYNAMIC HEIGHT  -        381.043 (meters)     1250.14  (feet) COMP
 DR1886  MODELED GRAVITY -    980,665.0   (mgal)                       NAVD 88
 DR1886
 DR1886  VERT ORDER      -  SECOND    CLASS I
 DR1886
 DR1886.The horizontal coordinates were determined by differentially corrected
 DR1886.hand held GPS observations or other comparable positioning techniques
 DR1886.and have an estimated accuracy of +/- 3 meters.
 DR1886
 DR1886.The orthometric height was determined by differential leveling and
 DR1886.adjusted by the NATIONAL GEODETIC SURVEY
 DR1886.in April 2021.
 DR1886
 DR1886.Significant digits in the geoid height do not necessarily reflect accuracy.
 DR1886.GEOID18 height accuracy estimate available here.
 DR1886
 DR1886.Click photographs - Photos may exist for this station.
 DR1886
 DR1886.The dynamic height is computed by dividing the NAVD 88
 DR1886.geopotential number by the normal gravity value computed on the
 DR1886.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DR1886.degrees latitude (g = 980.6199 gals.).
 DR1886
 DR1886.The modeled gravity was interpolated from observed gravity values.
 DR1886
 DR1886;                    North         East    Units  Estimated Accuracy
 DR1886;SPC MN C     -   297,021.5     936,908.3     MT  (+/- 3 meters HH1 GPS) 
 DR1886
 DR1886_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWM4141378488(NAD 83)
 DR1886
 DR1886                          SUPERSEDED SURVEY CONTROL
 DR1886
 DR1886.No superseded survey control is available for this station.
 DR1886
 DR1886_MARKER: F = FLANGE-ENCASED ROD
 DR1886_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DR1886_STAMPING: 0906 J 2017
 DR1886_MARK LOGO: MNDT
 DR1886_PROJECTION: RECESSED 5 CENTIMETERS
 DR1886_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DR1886_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DR1886_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DR1886+SATELLITE: SATELLITE OBSERVATIONS - August 21, 2017
 DR1886_ROD/PIPE-DEPTH: 18.3 meters
 DR1886
 DR1886  HISTORY     - Date     Condition        Report By
 DR1886  HISTORY     - 20170821 MONUMENTED       MNDT
 DR1886
 DR1886                          STATION DESCRIPTION
 DR1886
 DR1886'DESCRIBED BY MN DEPT OF TRANSP 2017
 DR1886'THE STATION IS LOCATED ABOUT 7.0 MI (11.3 KM) SOUTH OF SAGINAW, 5.8 MI
 DR1886'(9.3 KM) NORTHWEST OF ESKO AND 2.6 MI (4.2 KM) NORTH OF CLOQUET.
 DR1886'
 DR1886'TO REACH THE MARK GO 5.0 MI (8.0 KM) NORTH ALONG TRUNK HIGHWAY 33 FROM
 DR1886'THE JUNCTION OF TRUNK HIGHWAY 33 AND INTERSTATE HIGHWAY 35 IN CLOQUET,
 DR1886'AT TRUNK HIGHWAY 33 MILE POINT 5.05.
 DR1886'
 DR1886'THE MARK IS 37.8 FT (11.5 M) NORTHWEST OF NORTHBOUND TRUNK HIGHWAY 33,
 DR1886'50.7 FT (15.5 M) SOUTHEAST SOUTHBOUND TRUNK HIGHWAY 33, 284.7 FT (86.8
 DR1886'M) NORTHEAST OF NELSON ROAD EXTENDED, 1.5 FT (0.5 M) SOUTHEAST OF A
 DR1886'WITNESS POST.
 DR1886'
 DR1886'NOTE-THE STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM ROD
 DR1886'DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION REMOVABLE DISK
 DR1886'SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH PVC
 DR1886'PIPE BACK FILLED WITH WASHED SAND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DR5235 ***********************************************************************
 DR5235  DESIGNATION -  0908 A
 DR5235  PID         -  DR5235
 DR5235  STATE/COUNTY-  MN/CARLTON
 DR5235  COUNTRY     -  US
 DR5235  USGS QUAD   -  MOOSE LAKE (2019)
 DR5235
 DR5235                         *CURRENT SURVEY CONTROL
 DR5235  ______________________________________________________________________
 DR5235* NAD 83(1986) POSITION- 46 26 01.37   (N) 092 45 35.87   (W)   HD_HELD1
 DR5235* NAVD 88 ORTHO HEIGHT -   345.254 (meters)     1132.72  (feet) ADJUSTED
 DR5235  ______________________________________________________________________
 DR5235  GEOID HEIGHT    -        -27.960 (meters)                     GEOID18
 DR5235  DYNAMIC HEIGHT  -        345.267 (meters)     1132.76  (feet) COMP
 DR5235  MODELED GRAVITY -    980,642.5   (mgal)                       NAVD 88
 DR5235
 DR5235  VERT ORDER      -  SECOND    CLASS I
 DR5235
 DR5235.The horizontal coordinates were determined by differentially corrected
 DR5235.hand held GPS observations or other comparable positioning techniques
 DR5235.and have an estimated accuracy of +/- 3 meters.
 DR5235
 DR5235.The orthometric height was determined by differential leveling and
 DR5235.adjusted by the NATIONAL GEODETIC SURVEY
 DR5235.in April 2021.
 DR5235
 DR5235.Significant digits in the geoid height do not necessarily reflect accuracy.
 DR5235.GEOID18 height accuracy estimate available here.
 DR5235
 DR5235.Click photographs - Photos may exist for this station.
 DR5235
 DR5235.The dynamic height is computed by dividing the NAVD 88
 DR5235.geopotential number by the normal gravity value computed on the
 DR5235.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DR5235.degrees latitude (g = 980.6199 gals.).
 DR5235
 DR5235.The modeled gravity was interpolated from observed gravity values.
 DR5235
 DR5235;                    North         East    Units  Estimated Accuracy
 DR5235;SPC MN C     -   260,429.2     914,502.4     MT  (+/- 3 meters HH1 GPS) 
 DR5235
 DR5235_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWM1844042265(NAD 83)
 DR5235
 DR5235                          SUPERSEDED SURVEY CONTROL
 DR5235
 DR5235.No superseded survey control is available for this station.
 DR5235
 DR5235_MARKER: F = FLANGE-ENCASED ROD
 DR5235_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DR5235_STAMPING: 0908 A 2017
 DR5235_MARK LOGO: MNDT
 DR5235_PROJECTION: RECESSED 5 CENTIMETERS
 DR5235_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DR5235_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DR5235_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DR5235+SATELLITE: SATELLITE OBSERVATIONS - October 10, 2017
 DR5235_ROD/PIPE-DEPTH: 7.0 meters
 DR5235
 DR5235  HISTORY     - Date     Condition        Report By
 DR5235  HISTORY     - 20171010 MONUMENTED       MNDT
 DR5235
 DR5235                          STATION DESCRIPTION
 DR5235
 DR5235'DESCRIBED BY MN DEPT OF TRANSP 2017
 DR5235'THE STATION IS LOCATED ABOUT 6.9 MI (11.1 KM) SOUTHEAST OF KETTLE
 DR5235'RIVER, 5.9 MI (9.5 KM) SOUTHWEST OF BARNUM AND 1.4 MI (2.3 KM) SOUTH
 DR5235'OF MOOSE LAKE.
 DR5235'
 DR5235'TO REACH THE MARK GO 0.7 MI (1.1 KM) EAST ALONG TRUNK HIGHWAY 73 FROM
 DR5235'THE JUNCTION OF TRUNK HIGHWAY 73 AND INTERSTATE HIGHWAY 35 IN MOOSE
 DR5235'LAKE, AT TRUNK HIGHWAY 73 MILE POINT 0.65.
 DR5235'
 DR5235'THE MARK IS 64.5 FT (19.7 M) SOUTH OF TRUNK HIGHWAY 73, 1.5 FT (0.5 M)
 DR5235'NORTH OF A WITNESS POST.
 DR5235'
 DR5235'NOTE-THE STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM ROD
 DR5235'DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION REMOVABLE DISK
 DR5235'SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH PVC
 DR5235'PIPE BACK FILLED WITH WASHED SAND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DR5233 ***********************************************************************
 DR5233  DESIGNATION -  0908 B
 DR5233  PID         -  DR5233
 DR5233  STATE/COUNTY-  MN/CARLTON
 DR5233  COUNTRY     -  US
 DR5233  USGS QUAD   -  MOOSE LAKE (2019)
 DR5233
 DR5233                         *CURRENT SURVEY CONTROL
 DR5233  ______________________________________________________________________
 DR5233* NAD 83(1986) POSITION- 46 26 42.42   (N) 092 46 09.93   (W)   HD_HELD1
 DR5233* NAVD 88 ORTHO HEIGHT -   320.517 (meters)     1051.56  (feet) ADJUSTED
 DR5233  ______________________________________________________________________
 DR5233  GEOID HEIGHT    -        -27.968 (meters)                     GEOID18
 DR5233  DYNAMIC HEIGHT  -        320.530 (meters)     1051.61  (feet) COMP
 DR5233  MODELED GRAVITY -    980,644.8   (mgal)                       NAVD 88
 DR5233
 DR5233  VERT ORDER      -  SECOND    CLASS I
 DR5233
 DR5233.The horizontal coordinates were determined by differentially corrected
 DR5233.hand held GPS observations or other comparable positioning techniques
 DR5233.and have an estimated accuracy of +/- 3 meters.
 DR5233
 DR5233.The orthometric height was determined by differential leveling and
 DR5233.adjusted by the NATIONAL GEODETIC SURVEY
 DR5233.in April 2021.
 DR5233
 DR5233.Significant digits in the geoid height do not necessarily reflect accuracy.
 DR5233.GEOID18 height accuracy estimate available here.
 DR5233
 DR5233.Click photographs - Photos may exist for this station.
 DR5233
 DR5233.The dynamic height is computed by dividing the NAVD 88
 DR5233.geopotential number by the normal gravity value computed on the
 DR5233.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DR5233.degrees latitude (g = 980.6199 gals.).
 DR5233
 DR5233.The modeled gravity was interpolated from observed gravity values.
 DR5233
 DR5233;                    North         East    Units  Estimated Accuracy
 DR5233;SPC MN C     -   261,682.8     913,751.8     MT  (+/- 3 meters HH1 GPS) 
 DR5233
 DR5233_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWM1771043530(NAD 83)
 DR5233
 DR5233                          SUPERSEDED SURVEY CONTROL
 DR5233
 DR5233.No superseded survey control is available for this station.
 DR5233
 DR5233_MARKER: F = FLANGE-ENCASED ROD
 DR5233_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DR5233_STAMPING: 0908 B 2017
 DR5233_MARK LOGO: MNDT
 DR5233_PROJECTION: RECESSED 8 CENTIMETERS
 DR5233_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DR5233_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DR5233_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DR5233+SATELLITE: SATELLITE OBSERVATIONS - October 05, 2017
 DR5233_ROD/PIPE-DEPTH: 9.4 meters
 DR5233
 DR5233  HISTORY     - Date     Condition        Report By
 DR5233  HISTORY     - 20171005 MONUMENTED       MNDT
 DR5233
 DR5233                          STATION DESCRIPTION
 DR5233
 DR5233'DESCRIBED BY MN DEPT OF TRANSP 2017
 DR5233'THE STATION IS LOCATED ABOUT 6.1 MI (9.8 KM) EAST-SOUTHEAST OF KETTLE
 DR5233'RIVER, 5.6 MI (9.0 KM) SOUTHWEST OF BARNUM AND 0.7 MI (1.1 KM)
 DR5233'SOUTH-SOUTHWEST OF MOOSE LAKE.
 DR5233'
 DR5233'TO REACH THE MARK GO 1.6 MI (2.6 KM) EAST AND NORTH ALONG TRUNK
 DR5233'HIGHWAY 73 FROM THE JUNCTION OF TRUNK HIGHWAY 73 AND INTERSTATE
 DR5233'HIGHWAY 35 IN MOOSE LAKE, AT TRUNK HIGHWAY 73 MILE POINT 1.45.
 DR5233'
 DR5233'THE MARK IS LOCATED 59.1 FT (18.0 M) WEST-NORTHWEST OF TRUNK HIGHWAY
 DR5233'73, 125.3 FT (38.2 M) SOUTH-SOUTHWEST OF SOUTH ARROWHEAD LANE, 1.5 FT
 DR5233'(0.5 M) EAST-SOUTHEAST OF A WITNESS POST.
 DR5233'
 DR5233'NOTE-THE STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM ROD
 DR5233'DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION REMOVABLE DISK
 DR5233'SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH PVC
 DR5233'PIPE BACK FILLED WITH WASHED SAND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DR5232 ***********************************************************************
 DR5232  DESIGNATION -  0908 C
 DR5232  PID         -  DR5232
 DR5232  STATE/COUNTY-  MN/CARLTON
 DR5232  COUNTRY     -  US
 DR5232  USGS QUAD   -  MOOSE LAKE (2019)
 DR5232
 DR5232                         *CURRENT SURVEY CONTROL
 DR5232  ______________________________________________________________________
 DR5232* NAD 83(1986) POSITION- 46 27 14.73   (N) 092 45 44.81   (W)   HD_HELD1
 DR5232* NAVD 88 ORTHO HEIGHT -   323.243 (meters)     1060.51  (feet) ADJUSTED
 DR5232  ______________________________________________________________________
 DR5232  GEOID HEIGHT    -        -27.976 (meters)                     GEOID18
 DR5232  DYNAMIC HEIGHT  -        323.256 (meters)     1060.55  (feet) COMP
 DR5232  MODELED GRAVITY -    980,646.1   (mgal)                       NAVD 88
 DR5232
 DR5232  VERT ORDER      -  SECOND    CLASS I
 DR5232
 DR5232.The horizontal coordinates were determined by differentially corrected
 DR5232.hand held GPS observations or other comparable positioning techniques
 DR5232.and have an estimated accuracy of +/- 3 meters.
 DR5232
 DR5232.The orthometric height was determined by differential leveling and
 DR5232.adjusted by the NATIONAL GEODETIC SURVEY
 DR5232.in April 2021.
 DR5232
 DR5232.Significant digits in the geoid height do not necessarily reflect accuracy.
 DR5232.GEOID18 height accuracy estimate available here.
 DR5232
 DR5232.Click photographs - Photos may exist for this station.
 DR5232
 DR5232.The dynamic height is computed by dividing the NAVD 88
 DR5232.geopotential number by the normal gravity value computed on the
 DR5232.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DR5232.degrees latitude (g = 980.6199 gals.).
 DR5232
 DR5232.The modeled gravity was interpolated from observed gravity values.
 DR5232
 DR5232;                    North         East    Units  Estimated Accuracy
 DR5232;SPC MN C     -   262,690.2     914,269.1     MT  (+/- 3 meters HH1 GPS) 
 DR5232
 DR5232_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWM1824344529(NAD 83)
 DR5232
 DR5232                          SUPERSEDED SURVEY CONTROL
 DR5232
 DR5232.No superseded survey control is available for this station.
 DR5232
 DR5232_MARKER: F = FLANGE-ENCASED ROD
 DR5232_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DR5232_STAMPING: 0908 C 2017
 DR5232_MARK LOGO: MNDT
 DR5232_PROJECTION: RECESSED 8 CENTIMETERS
 DR5232_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DR5232_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DR5232_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DR5232+SATELLITE: SATELLITE OBSERVATIONS - October 05, 2017
 DR5232_ROD/PIPE-DEPTH: 6.7 meters
 DR5232
 DR5232  HISTORY     - Date     Condition        Report By
 DR5232  HISTORY     - 20171005 MONUMENTED       MNDT
 DR5232
 DR5232                          STATION DESCRIPTION
 DR5232
 DR5232'DESCRIBED BY MN DEPT OF TRANSP 2017
 DR5232'THE STATION IS LOCATED ABOUT 6.1 MI (9.8 KM) EAST-SOUTHEAST OF KETTLE
 DR5232'RIVER, 4.9 MI (7.9 KM) SOUTHWEST OF BARNUM AND IN THE TOWN OF MOOSE
 DR5232'LAKE, MN.
 DR5232'
 DR5232'TO REACH THE MARK AT THE JUNCTION OF TRUNK HIGHWAY 73 AND TRUNK
 DR5232'HIGHWAY 27 IN MOOSE LAKE, AT TRUNK HIGHWAY 73 MILE POINT 2.2.
 DR5232'
 DR5232'THE MARK IS LOCATED 36.3 FT (11.1 M) WEST OF TRUNK HIGHWAY 73, 106.9
 DR5232'FT (32.6 M) SOUTH OF TRUNK HIGHWAY 27, 1.5 FT (0.5 M) SOUTH OF A
 DR5232'WITNESS POST.
 DR5232'
 DR5232'NOTE-THE STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM ROD
 DR5232'DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION REMOVABLE DISK
 DR5232'SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH PVC
 DR5232'PIPE BACK FILLED WITH WASHED SAND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DQ9755 ***********************************************************************
 DQ9755  DESIGNATION -  0910 A
 DQ9755  PID         -  DQ9755
 DQ9755  STATE/COUNTY-  MN/CARLTON
 DQ9755  COUNTRY     -  US
 DQ9755  USGS QUAD   -  CLOQUET (2019)
 DQ9755
 DQ9755                         *CURRENT SURVEY CONTROL
 DQ9755  ______________________________________________________________________
 DQ9755* NAD 83(1986) POSITION- 46 40 33.60   (N) 092 25 32.99   (W)   HD_HELD1
 DQ9755* NAVD 88 ORTHO HEIGHT -   328.535 (meters)     1077.87  (feet) ADJUSTED
 DQ9755  ______________________________________________________________________
 DQ9755  GEOID HEIGHT    -        -28.288 (meters)                     GEOID18
 DQ9755  DYNAMIC HEIGHT  -        328.559 (meters)     1077.95  (feet) COMP
 DQ9755  MODELED GRAVITY -    980,679.4   (mgal)                       NAVD 88
 DQ9755
 DQ9755  VERT ORDER      -  SECOND    CLASS I
 DQ9755
 DQ9755.The horizontal coordinates were determined by differentially corrected
 DQ9755.hand held GPS observations or other comparable positioning techniques
 DQ9755.and have an estimated accuracy of +/- 3 meters.
 DQ9755
 DQ9755.The orthometric height was determined by differential leveling and
 DQ9755.adjusted by the NATIONAL GEODETIC SURVEY
 DQ9755.in April 2021.
 DQ9755
 DQ9755.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ9755.GEOID18 height accuracy estimate available here.
 DQ9755
 DQ9755.Click photographs - Photos may exist for this station.
 DQ9755
 DQ9755.The dynamic height is computed by dividing the NAVD 88
 DQ9755.geopotential number by the normal gravity value computed on the
 DQ9755.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ9755.degrees latitude (g = 980.6199 gals.).
 DQ9755
 DQ9755.The modeled gravity was interpolated from observed gravity values.
 DQ9755
 DQ9755;                    North         East    Units  Estimated Accuracy
 DQ9755;SPC MN C     -   287,890.4     939,554.7     MT  (+/- 3 meters HH1 GPS) 
 DQ9755
 DQ9755_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWM4391469320(NAD 83)
 DQ9755
 DQ9755                          SUPERSEDED SURVEY CONTROL
 DQ9755
 DQ9755.No superseded survey control is available for this station.
 DQ9755
 DQ9755_MARKER: F = FLANGE-ENCASED ROD
 DQ9755_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DQ9755_STAMPING: 0910 A 2017
 DQ9755_MARK LOGO: MNDT
 DQ9755_PROJECTION: RECESSED 5 CENTIMETERS
 DQ9755_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DQ9755_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ9755_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ9755+SATELLITE: SATELLITE OBSERVATIONS - August 23, 2017
 DQ9755_ROD/PIPE-DEPTH: 3.4 meters
 DQ9755
 DQ9755  HISTORY     - Date     Condition        Report By
 DQ9755  HISTORY     - 20170823 MONUMENTED       MNDT
 DQ9755
 DQ9755                          STATION DESCRIPTION
 DQ9755
 DQ9755'DESCRIBED BY MN DEPT OF TRANSP 2017
 DQ9755'THE MARK IS LOCATED ABOUT 0.85 MI (1.37 KM) NORTH OF CARLTON.
 DQ9755'
 DQ9755'TO REACH THE MARK 0.85 MI (1.37 KM) NORTH ALONG TRUNK HIGHWAY 45 FROM
 DQ9755'THE JUNCTION OF TRUNK HIGHWAY 45 AND TRUNK HIGHWAY 210 IN CARLTON, AT
 DQ9755'TRUNK HIGHWAY 45 MILE POINT 0.85.
 DQ9755'
 DQ9755'THE MARK IS 36.1 FT (11.0 M) NORTHEAST OF TRUNK HIGHWAY 45, 1.5 FT
 DQ9755'(0.5 M) SOUTHWEST OF A WITNESS POST.
 DQ9755'
 DQ9755'NOTE-THE STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM ROD
 DQ9755'DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION REMOVABLE DISK
 DQ9755'SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH PVC
 DQ9755'PIPE BACK FILLED WITH WASHED SAND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DQ9718 ***********************************************************************
 DQ9718  DESIGNATION -  0910 B
 DQ9718  PID         -  DQ9718
 DQ9718  STATE/COUNTY-  MN/CARLTON
 DQ9718  COUNTRY     -  US
 DQ9718  USGS QUAD   -  CLOQUET (2019)
 DQ9718
 DQ9718                         *CURRENT SURVEY CONTROL
 DQ9718  ______________________________________________________________________
 DQ9718* NAD 83(1986) POSITION- 46 39 52.16   (N) 092 25 48.28   (W)   HD_HELD1
 DQ9718* NAVD 88 ORTHO HEIGHT -   329.233 (meters)     1080.16  (feet) ADJUSTED
 DQ9718  ______________________________________________________________________
 DQ9718  GEOID HEIGHT    -        -28.262 (meters)                     GEOID18
 DQ9718  DYNAMIC HEIGHT  -        329.258 (meters)     1080.24  (feet) COMP
 DQ9718  MODELED GRAVITY -    980,680.0   (mgal)                       NAVD 88
 DQ9718
 DQ9718  VERT ORDER      -  SECOND    CLASS I
 DQ9718
 DQ9718.The horizontal coordinates were determined by differentially corrected
 DQ9718.hand held GPS observations or other comparable positioning techniques
 DQ9718.and have an estimated accuracy of +/- 3 meters.
 DQ9718
 DQ9718.The orthometric height was determined by differential leveling and
 DQ9718.adjusted by the NATIONAL GEODETIC SURVEY
 DQ9718.in April 2021.
 DQ9718
 DQ9718.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ9718.GEOID18 height accuracy estimate available here.
 DQ9718
 DQ9718.Click photographs - Photos may exist for this station.
 DQ9718
 DQ9718.The dynamic height is computed by dividing the NAVD 88
 DQ9718.geopotential number by the normal gravity value computed on the
 DQ9718.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ9718.degrees latitude (g = 980.6199 gals.).
 DQ9718
 DQ9718.The modeled gravity was interpolated from observed gravity values.
 DQ9718
 DQ9718;                    North         East    Units  Estimated Accuracy
 DQ9718;SPC MN C     -   286,603.7     939,259.3     MT  (+/- 3 meters HH1 GPS) 
 DQ9718
 DQ9718_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWM4359968038(NAD 83)
 DQ9718
 DQ9718                          SUPERSEDED SURVEY CONTROL
 DQ9718
 DQ9718.No superseded survey control is available for this station.
 DQ9718
 DQ9718_MARKER: F = FLANGE-ENCASED ROD
 DQ9718_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DQ9718_STAMPING: 0910 B 2017
 DQ9718_MARK LOGO: MNDT
 DQ9718_PROJECTION: RECESSED 5 CENTIMETERS
 DQ9718_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DQ9718_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ9718_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ9718+SATELLITE: SATELLITE OBSERVATIONS - August 21, 2017
 DQ9718_ROD/PIPE-DEPTH: 6.1 meters
 DQ9718
 DQ9718  HISTORY     - Date     Condition        Report By
 DQ9718  HISTORY     - 20170821 MONUMENTED       MNDT
 DQ9718
 DQ9718                          STATION DESCRIPTION
 DQ9718
 DQ9718'DESCRIBED BY MN DEPT OF TRANSP 2017
 DQ9718'THE STATION IS LOCATED ABOUT 4.3 MI (6.9 KM) SOUTHWEST OF ESKO, 4.2 MI
 DQ9718'(6.8 KM) SOUTH-SOUTHEAST OF CLOQUET AND 4.0 MI (6.4 KM) NORTHWEST OF
 DQ9718'WRENSHALL.
 DQ9718'
 DQ9718'TO REACH THE MARK GO 0.25 MI (0.40 KM) WEST ALONG TRUNK HIGHWAY 210
 DQ9718'FROM THE JUNCTION OF TRUNK HIGHWAY 210 AND TRUNK HIGHWAY 45 IN
 DQ9718'CARLTON, AT TRUNK HIGHWAY 210 MILE POINT 218.35.
 DQ9718'
 DQ9718'THE MARK IS LOCATED 48.2 FT (14.7 M) NORTH OF TRUNK HIGHWAY 210, 47.4
 DQ9718'FT (14.4 M) EAST OF GRAND AVENUE EXTENDED, 43.5 FT (13.3 M) EAST OF AN
 DQ9718'ENTRANCE, 1.5 FT (0.5 M) SOUTH OF A WITNESS POST.
 DQ9718'
 DQ9718'NOTE-THE STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM ROD
 DQ9718'DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION REMOVABLE DISK
 DQ9718'SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH PVC
 DQ9718'PIPE BACK FILLED WITH WASHED SAND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DQ9717 ***********************************************************************
 DQ9717  DESIGNATION -  0910 C
 DQ9717  PID         -  DQ9717
 DQ9717  STATE/COUNTY-  MN/CARLTON
 DQ9717  COUNTRY     -  US
 DQ9717  USGS QUAD   -  CLOQUET (2019)
 DQ9717
 DQ9717                         *CURRENT SURVEY CONTROL
 DQ9717  ______________________________________________________________________
 DQ9717* NAD 83(1986) POSITION- 46 39 53.76   (N) 092 26 49.60   (W)   HD_HELD1
 DQ9717* NAVD 88 ORTHO HEIGHT -   333.030 (meters)     1092.62  (feet) ADJUSTED
 DQ9717  ______________________________________________________________________
 DQ9717  GEOID HEIGHT    -        -28.262 (meters)                     GEOID18
 DQ9717  DYNAMIC HEIGHT  -        333.055 (meters)     1092.70  (feet) COMP
 DQ9717  MODELED GRAVITY -    980,677.8   (mgal)                       NAVD 88
 DQ9717
 DQ9717  VERT ORDER      -  SECOND    CLASS I
 DQ9717
 DQ9717.The horizontal coordinates were determined by differentially corrected
 DQ9717.hand held GPS observations or other comparable positioning techniques
 DQ9717.and have an estimated accuracy of +/- 3 meters.
 DQ9717
 DQ9717.The orthometric height was determined by differential leveling and
 DQ9717.adjusted by the NATIONAL GEODETIC SURVEY
 DQ9717.in April 2021.
 DQ9717
 DQ9717.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ9717.GEOID18 height accuracy estimate available here.
 DQ9717
 DQ9717.Click photographs - Photos may exist for this station.
 DQ9717
 DQ9717.The dynamic height is computed by dividing the NAVD 88
 DQ9717.geopotential number by the normal gravity value computed on the
 DQ9717.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ9717.degrees latitude (g = 980.6199 gals.).
 DQ9717
 DQ9717.The modeled gravity was interpolated from observed gravity values.
 DQ9717
 DQ9717;                    North         East    Units  Estimated Accuracy
 DQ9717;SPC MN C     -   286,623.3     937,955.0     MT  (+/- 3 meters HH1 GPS) 
 DQ9717
 DQ9717_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWM4229568078(NAD 83)
 DQ9717
 DQ9717                          SUPERSEDED SURVEY CONTROL
 DQ9717
 DQ9717.No superseded survey control is available for this station.
 DQ9717
 DQ9717_MARKER: F = FLANGE-ENCASED ROD
 DQ9717_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DQ9717_STAMPING: 0910 C 2017
 DQ9717_MARK LOGO: MNDT
 DQ9717_PROJECTION: RECESSED 8 CENTIMETERS
 DQ9717_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DQ9717_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ9717_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ9717+SATELLITE: SATELLITE OBSERVATIONS - August 21, 2017
 DQ9717_ROD/PIPE-DEPTH: 6.4 meters
 DQ9717
 DQ9717  HISTORY     - Date     Condition        Report By
 DQ9717  HISTORY     - 20170821 MONUMENTED       MNDT
 DQ9717
 DQ9717                          STATION DESCRIPTION
 DQ9717
 DQ9717'DESCRIBED BY MN DEPT OF TRANSP 2017
 DQ9717'THE MARK IS LOCATED ABOUT 1.05 MI (1.69 KM) WEST OF CARLTON.
 DQ9717'
 DQ9717'TO REACH THE MARK GO 1.05 MI (1.69 KM) WEST ALONG TRUNK HIGHWAY 210
 DQ9717'FROM THE JUNCTION OF TRUNK HIGHWAY 210 AND TRUNK HIGHWAY 45 IN
 DQ9717'CARLTON, AT TRUNK HIGHWAY 210 MILE POINT 217.5.
 DQ9717'
 DQ9717'THE MARK IS LOCATED 30.3 FT (9.2 M) NORTH OF TRUNK HIGHWAY 210, 136.5
 DQ9717'FT (41.6 M) WEST OF DRIVEWAY NUMBER 1475, 1.5 FT (0.5 M) SOUTH OF A
 DQ9717'WITNESS POST.
 DQ9717'
 DQ9717'NOTE-THE STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM ROD
 DQ9717'DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION REMOVABLE DISK
 DQ9717'SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH PVC
 DQ9717'PIPE BACK FILLED WITH WASHED SAND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 RN0331 ***********************************************************************
 RN0331  DESIGNATION -  0911 A
 RN0331  PID         -  RN0331
 RN0331  STATE/COUNTY-  MN/CARLTON
 RN0331  COUNTRY     -  US
 RN0331  USGS QUAD   -  ESKO (2019)
 RN0331
 RN0331                         *CURRENT SURVEY CONTROL
 RN0331  ______________________________________________________________________
 RN0331* NAD 83(1986) POSITION- 46 42 24.     (N) 092 21 45.     (W)   SCALED
 RN0331* NAVD 88 ORTHO HEIGHT -   361.469 (meters)     1185.92  (feet) ADJUSTED
 RN0331  ______________________________________________________________________
 RN0331  GEOID HEIGHT    -        -28.333 (meters)                     GEOID18
 RN0331  DYNAMIC HEIGHT  -        361.498 (meters)     1186.01  (feet) COMP
 RN0331  MODELED GRAVITY -    980,681.8   (mgal)                       NAVD 88
 RN0331
 RN0331  VERT ORDER      -  SECOND    CLASS 0
 RN0331
 RN0331.The horizontal coordinates were scaled from a map and have
 RN0331.an estimated accuracy of +/- 6 seconds.
 RN0331
 RN0331.The orthometric height was determined by differential leveling and
 RN0331.adjusted by the NATIONAL GEODETIC SURVEY
 RN0331.in June 1991.
 RN0331
 RN0331.Significant digits in the geoid height do not necessarily reflect accuracy.
 RN0331.GEOID18 height accuracy estimate available here.
 RN0331
 RN0331.Click photographs - Photos may exist for this station.
 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.      944,320.      MT  (+/- 180 meters Scaled)
 RN0331
 RN0331_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWM487727(NAD 83)
 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
 RN0331.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RN0331.See file dsdata.pdf to determine how the superseded data were derived.
 RN0331
 RN0331_MARKER: DB = BENCH MARK DISK
 RN0331_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 RN0331_SP_SET: BUILDING LEDGE
 RN0331_STAMPING: 0911 A 1971
 RN0331_MARK LOGO: MNHD
 RN0331_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 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       MNHD
 RN0331  HISTORY     - 19920721 GOOD             USPSQD
 RN0331  HISTORY     - 19990401 GOOD             MNDT
 RN0331  HISTORY     - 20020602 GOOD             USPSQD
 RN0331  HISTORY     - 20140501 MARK NOT FOUND   MNDT
 RN0331
 RN0331                          STATION DESCRIPTION
 RN0331
 RN0331'DESCRIBED BY MN HIGHWAY DEPT 1971
 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, T49N, R16W.
 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)
 RN0331'FROM NB TH 61, 145 FT (44.2 M) EAST OF CO RD 1 (CANOSIA RD), 14.0 FT
 RN0331'(4.3 M) NORTHEAST OF SOUTHWEST CORNER OF CARLTON SCHOOL, 71 FT
 RN0331'(21.6 M) SOUTHEAST OF FLAGPOLE, 8 FT (2.4 M) NORTHEAST 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
 RN0331
 RN0331                          STATION RECOVERY (2014)
 RN0331
 RN0331'RECOVERY NOTE BY MN DEPT OF TRANSP 2014 (JJ)
 RN0331'AFTER A THOROUGH FIELD SEARCH MARK WAS NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 RN0332 ***********************************************************************
 RN0332  DESIGNATION -  0911 B
 RN0332  PID         -  RN0332
 RN0332  STATE/COUNTY-  MN/CARLTON
 RN0332  COUNTRY     -  US
 RN0332  USGS QUAD   -  ESKO (2019)
 RN0332
 RN0332                         *CURRENT SURVEY CONTROL
 RN0332  ______________________________________________________________________
 RN0332* NAD 83(1986) POSITION- 46 42 25.     (N) 092 22 07.     (W)   SCALED
 RN0332* NAVD 88 ORTHO HEIGHT -   355.249 (meters)     1165.51  (feet) ADJUSTED
 RN0332  ______________________________________________________________________
 RN0332  GEOID HEIGHT    -        -28.337 (meters)                     GEOID18
 RN0332  DYNAMIC HEIGHT  -        355.276 (meters)     1165.60  (feet) COMP
 RN0332  MODELED GRAVITY -    980,681.0   (mgal)                       NAVD 88
 RN0332
 RN0332  VERT ORDER      -  SECOND    CLASS 0
 RN0332
 RN0332.The horizontal coordinates were scaled from a map and have
 RN0332.an estimated accuracy of +/- 6 seconds.
 RN0332
 RN0332.The orthometric height was determined by differential leveling and
 RN0332.adjusted by the NATIONAL GEODETIC SURVEY
 RN0332.in June 1991.
 RN0332
 RN0332.Significant digits in the geoid height do not necessarily reflect accuracy.
 RN0332.GEOID18 height accuracy estimate available here.
 RN0332
 RN0332.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWM482727(NAD 83)
 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
 RN0332.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RN0332.See file dsdata.pdf to determine how the superseded data were derived.
 RN0332
 RN0332_MARKER: DB = BENCH MARK DISK
 RN0332_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 RN0332_SP_SET: BRIDGE
 RN0332_STAMPING: 0911-B 1971
 RN0332_MARK LOGO: MNHD
 RN0332_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RN0332
 RN0332  HISTORY     - Date     Condition        Report By
 RN0332  HISTORY     - 1971     MONUMENTED       MNHD
 RN0332  HISTORY     - 19920721 GOOD             USPSQD
 RN0332
 RN0332                          STATION DESCRIPTION
 RN0332
 RN0332'DESCRIBED BY MN HIGHWAY DEPT 1971
 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'T49N, R16W.
 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 = MARCH 21, 2026 06:05:54 EDT
 RN0339 ***********************************************************************
 RN0339  DESIGNATION -  0911 C
 RN0339  PID         -  RN0339
 RN0339  STATE/COUNTY-  MN/CARLTON
 RN0339  COUNTRY     -  US
 RN0339  USGS QUAD   -  CLOQUET (2019)
 RN0339
 RN0339                         *CURRENT SURVEY CONTROL
 RN0339  ______________________________________________________________________
 RN0339* NAD 83(1986) POSITION- 46 42 18.     (N) 092 24 29.     (W)   SCALED
 RN0339* NAVD 88 ORTHO HEIGHT -   340.045 (meters)     1115.63  (feet) ADJUSTED
 RN0339  ______________________________________________________________________
 RN0339  GEOID HEIGHT    -        -28.349 (meters)                     GEOID18
 RN0339  DYNAMIC HEIGHT  -        340.069 (meters)     1115.71  (feet) COMP
 RN0339  MODELED GRAVITY -    980,676.5   (mgal)                       NAVD 88
 RN0339
 RN0339  VERT ORDER      -  SECOND    CLASS 0
 RN0339
 RN0339.The horizontal coordinates were scaled from a map and have
 RN0339.an estimated accuracy of +/- 6 seconds.
 RN0339
 RN0339.The orthometric height was determined by differential leveling and
 RN0339.adjusted by the NATIONAL GEODETIC SURVEY
 RN0339.in June 1991.
 RN0339
 RN0339.Significant digits in the geoid height do not necessarily reflect accuracy.
 RN0339.GEOID18 height accuracy estimate available here.
 RN0339
 RN0339.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWM452725(NAD 83)
 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
 RN0339.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RN0339.See file dsdata.pdf to determine how the superseded data were derived.
 RN0339
 RN0339_MARKER: DB = BENCH MARK DISK
 RN0339_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 RN0339_SP_SET: CULVERT HEADWALL
 RN0339_STAMPING: 0911-C 1971
 RN0339_MARK LOGO: MNHD
 RN0339_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RN0339+STABILITY: SURFACE MOTION
 RN0339
 RN0339  HISTORY     - Date     Condition        Report By
 RN0339  HISTORY     - 1971     MONUMENTED       MNHD
 RN0339  HISTORY     - 19920721 MARK NOT FOUND   USPSQD
 RN0339
 RN0339                          STATION DESCRIPTION
 RN0339
 RN0339'DESCRIBED BY MN HIGHWAY DEPT 1971
 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, T49N, R16W.
 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 = MARCH 21, 2026 06:05:54 EDT
 AI8068 ***********************************************************************
 AI8068  DESIGNATION -  0911 E
 AI8068  PID         -  AI8068
 AI8068  STATE/COUNTY-  MN/CARLTON
 AI8068  COUNTRY     -  US
 AI8068  USGS QUAD   -  CLOQUET (2019)
 AI8068
 AI8068                         *CURRENT SURVEY CONTROL
 AI8068  ______________________________________________________________________
 AI8068* NAD 83(1986) POSITION- 46 42 13.05   (N) 092 25 07.07   (W)   HD_HELD1
 AI8068* NAVD 88 ORTHO HEIGHT -   344.426 (meters)     1130.00  (feet) ADJUSTED
 AI8068  ______________________________________________________________________
 AI8068  GEOID HEIGHT    -        -28.349 (meters)                     GEOID18
 AI8068  DYNAMIC HEIGHT  -        344.451 (meters)     1130.09  (feet) COMP
 AI8068  MODELED GRAVITY -    980,675.7   (mgal)                       NAVD 88
 AI8068
 AI8068  VERT ORDER      -  SECOND    CLASS I
 AI8068
 AI8068.The horizontal coordinates were determined by differentially corrected
 AI8068.hand held GPS observations or other comparable positioning techniques
 AI8068.and have an estimated accuracy of +/- 3 meters.
 AI8068
 AI8068.The orthometric height was determined by differential leveling and
 AI8068.adjusted by the NATIONAL GEODETIC SURVEY
 AI8068.in March 2005.
 AI8068
 AI8068.Significant digits in the geoid height do not necessarily reflect accuracy.
 AI8068.GEOID18 height accuracy estimate available here.
 AI8068
 AI8068.Click photographs - Photos may exist for this station.
 AI8068
 AI8068.The dynamic height is computed by dividing the NAVD 88
 AI8068.geopotential number by the normal gravity value computed on the
 AI8068.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI8068.degrees latitude (g = 980.6199 gals.).
 AI8068
 AI8068.The modeled gravity was interpolated from observed gravity values.
 AI8068
 AI8068;                    North         East    Units  Estimated Accuracy
 AI8068;SPC MN C     -   290,973.1     940,034.5     MT  (+/- 3 meters HH1 GPS) 
 AI8068
 AI8068_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWM4444272393(NAD 83)
 AI8068
 AI8068                          SUPERSEDED SURVEY CONTROL
 AI8068
 AI8068.No superseded survey control is available for this station.
 AI8068
 AI8068_MARKER: DV = VERTICAL CONTROL DISK
 AI8068_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AI8068_SP_SET: BRIDGE RAILING
 AI8068_STAMPING: 0911 E 1999
 AI8068_MARK LOGO: MNDT
 AI8068_MAGNETIC: N = NO MAGNETIC MATERIAL
 AI8068_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AI8068_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI8068+SATELLITE: SATELLITE OBSERVATIONS - August 16, 1999
 AI8068
 AI8068  HISTORY     - Date     Condition        Report By
 AI8068  HISTORY     - 1987     MONUMENTED       MNDT
 AI8068  HISTORY     - 19990816 GOOD             MNDT
 AI8068
 AI8068                          STATION DESCRIPTION
 AI8068
 AI8068'DESCRIBED BY MN DEPT OF TRANSP 1999 (WAS)
 AI8068'1.0 MI (1.6 KM) SE OF SCANLON, IN RAILING AT SW COR OF CARLTON CO RD
 AI8068'61 BRDG NO 09513 OVER ST LOUIS RIVER, 0.25 MI (0.40 KM) EAST ALONG CO
 AI8068'RD 61 FROM JCT OF CO RD 61 AND TH 45 IN SCANLON, 22.8 FT (6.9 M) SOUTH
 AI8068'OF CO RD 61, 26.2 FT (8.0 M) EAST OF WEST END OF BRDG RAIL, UP 3.5 FT
 AI8068'(1.1 M) ABOVE BRDG DECK. NOTE--MARK WAS SET IN 1987, BUT YEAR WAS NOT
 AI8068'STAMPED UNTIL 1999.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 AI8069 ***********************************************************************
 AI8069  DESIGNATION -  0911 F
 AI8069  PID         -  AI8069
 AI8069  STATE/COUNTY-  MN/CARLTON
 AI8069  COUNTRY     -  US
 AI8069  USGS QUAD   -  CLOQUET (2019)
 AI8069
 AI8069                         *CURRENT SURVEY CONTROL
 AI8069  ______________________________________________________________________
 AI8069* NAD 83(1986) POSITION- 46 42 14.56   (N) 092 24 59.51   (W)   HD_HELD1
 AI8069* NAVD 88 ORTHO HEIGHT -   344.391 (meters)     1129.89  (feet) ADJUSTED
 AI8069  ______________________________________________________________________
 AI8069  GEOID HEIGHT    -        -28.349 (meters)                     GEOID18
 AI8069  DYNAMIC HEIGHT  -        344.415 (meters)     1129.97  (feet) COMP
 AI8069  MODELED GRAVITY -    980,675.9   (mgal)                       NAVD 88
 AI8069
 AI8069  VERT ORDER      -  SECOND    CLASS I
 AI8069
 AI8069.The horizontal coordinates were determined by differentially corrected
 AI8069.hand held GPS observations or other comparable positioning techniques
 AI8069.and have an estimated accuracy of +/- 3 meters.
 AI8069
 AI8069.The orthometric height was determined by differential leveling and
 AI8069.adjusted by the NATIONAL GEODETIC SURVEY
 AI8069.in March 2005.
 AI8069
 AI8069.Significant digits in the geoid height do not necessarily reflect accuracy.
 AI8069.GEOID18 height accuracy estimate available here.
 AI8069
 AI8069.Click photographs - Photos may exist for this station.
 AI8069
 AI8069.The dynamic height is computed by dividing the NAVD 88
 AI8069.geopotential number by the normal gravity value computed on the
 AI8069.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI8069.degrees latitude (g = 980.6199 gals.).
 AI8069
 AI8069.The modeled gravity was interpolated from observed gravity values.
 AI8069
 AI8069;                    North         East    Units  Estimated Accuracy
 AI8069;SPC MN C     -   291,023.4     940,193.9     MT  (+/- 3 meters HH1 GPS) 
 AI8069
 AI8069_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWM4460272441(NAD 83)
 AI8069
 AI8069                          SUPERSEDED SURVEY CONTROL
 AI8069
 AI8069.No superseded survey control is available for this station.
 AI8069
 AI8069_MARKER: DV = VERTICAL CONTROL DISK
 AI8069_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AI8069_SP_SET: BRIDGE RAILING
 AI8069_STAMPING: 0911 F 1999
 AI8069_MARK LOGO: MNDT
 AI8069_MAGNETIC: N = NO MAGNETIC MATERIAL
 AI8069_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AI8069_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI8069+SATELLITE: SATELLITE OBSERVATIONS - August 16, 1999
 AI8069
 AI8069  HISTORY     - Date     Condition        Report By
 AI8069  HISTORY     - 1987     MONUMENTED       MNDT
 AI8069  HISTORY     - 19990816 GOOD             MNDT
 AI8069
 AI8069                          STATION DESCRIPTION
 AI8069
 AI8069'DESCRIBED BY MN DEPT OF TRANSP 1999 (WAS)
 AI8069'1.0 MI (1.6 KM) SE OF SCANLON, IN BRDG RAILING AT SE COR OF CARLTON CO
 AI8069'RD 61 BRDG NO 09513 OVER ST LOUIS RIVER, 0.35 MI (0.56 KM) EAST ALONG
 AI8069'CO RD 61 FROM JCT OF CO RD 61 AND TH 45 IN SCANLON, 22.5 FT (6.9 M)
 AI8069'SOUTH OF CO RD 61, 25.85 FT (7.88 M) WEST OF EAST END OF BRDG RAIL,
 AI8069'3.5 FT (1.1 M) ABOVE BRDG DECK. NOTE--MARK WAS SET IN 1987, BUT YEAR
 AI8069'WAS NOT STAMPED UNTIL 1999.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DQ9685 ***********************************************************************
 DQ9685  DESIGNATION -  0912 A RESET
 DQ9685  PID         -  DQ9685
 DQ9685  STATE/COUNTY-  MN/CARLTON
 DQ9685  COUNTRY     -  US
 DQ9685  USGS QUAD   -  CROMWELL WEST (2019)
 DQ9685
 DQ9685                         *CURRENT SURVEY CONTROL
 DQ9685  ______________________________________________________________________
 DQ9685* NAD 83(1986) POSITION- 46 40 28.35   (N) 092 53 01.55   (W)   HD_HELD1
 DQ9685* NAVD 88 ORTHO HEIGHT -   402.537 (meters)     1320.66  (feet) ADJUSTED
 DQ9685  ______________________________________________________________________
 DQ9685  GEOID HEIGHT    -        -28.276 (meters)                     GEOID18
 DQ9685  DYNAMIC HEIGHT  -        402.563 (meters)     1320.74  (feet) COMP
 DQ9685  MODELED GRAVITY -    980,664.5   (mgal)                       NAVD 88
 DQ9685
 DQ9685  VERT ORDER      -  SECOND    CLASS I
 DQ9685
 DQ9685.The horizontal coordinates were determined by differentially corrected
 DQ9685.hand held GPS observations or other comparable positioning techniques
 DQ9685.and have an estimated accuracy of +/- 3 meters.
 DQ9685
 DQ9685.The orthometric height was determined by differential leveling and
 DQ9685.adjusted by the NATIONAL GEODETIC SURVEY
 DQ9685.in April 2021.
 DQ9685
 DQ9685.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ9685.GEOID18 height accuracy estimate available here.
 DQ9685
 DQ9685.Click photographs - Photos may exist for this station.
 DQ9685
 DQ9685.The dynamic height is computed by dividing the NAVD 88
 DQ9685.geopotential number by the normal gravity value computed on the
 DQ9685.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ9685.degrees latitude (g = 980.6199 gals.).
 DQ9685
 DQ9685.The modeled gravity was interpolated from observed gravity values.
 DQ9685
 DQ9685;                    North         East    Units  Estimated Accuracy
 DQ9685;SPC MN C     -   287,022.7     904,528.2     MT  (+/- 3 meters HH1 GPS) 
 DQ9685
 DQ9685_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWM0889069004(NAD 83)
 DQ9685
 DQ9685                          SUPERSEDED SURVEY CONTROL
 DQ9685
 DQ9685.No superseded survey control is available for this station.
 DQ9685
 DQ9685_MARKER: I = METAL ROD
 DQ9685_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DQ9685_STAMPING: 0912 A RESET 2017
 DQ9685_MARK LOGO: MNDT
 DQ9685_PROJECTION: RECESSED 8 CENTIMETERS
 DQ9685_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DQ9685_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ9685_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DQ9685+SATELLITE: SATELLITE OBSERVATIONS - September 06, 2017
 DQ9685_ROD/PIPE-DEPTH: 9.1 meters
 DQ9685
 DQ9685  HISTORY     - Date     Condition        Report By
 DQ9685  HISTORY     - 20170906 MONUMENTED       MNDT
 DQ9685
 DQ9685                          STATION DESCRIPTION
 DQ9685
 DQ9685'DESCRIBED BY MN DEPT OF TRANSP 2017
 DQ9685'THE STATION IS LOCATED ABOUT 11.8 MI (19.0 KM) EAST OF TAMARACK, 5.9
 DQ9685'MI (9.5 KM) EAST OF WRIGHT AND IN THE TOWN OF CROMWELL, MN.
 DQ9685'
 DQ9685'TO REACH THE MARK GO 0.35 MI (0.56 KM) SOUTH ALONG TRUNK HIGHWAY 73
 DQ9685'FROM THE JUNCTION OF TRUNK HIGHWAY 73 AND TRUNK HIGHWAY 210 IN
 DQ9685'CROMWELL, AT TRUNK HIGHWAY 73 MILE POINT 24.85.
 DQ9685'
 DQ9685'THE MARK IS LOCATED 131.0 FT (39.9 M) EAST OF TRUNK HIGHWAY 73, 98.8
 DQ9685'FT (30.1 M) WEST-NORTHWEST OF A LIGHT POLE, 59.0 FT (18.0 M) NORTH OF
 DQ9685'THE SOUTH ENTRANCE TO A COUNTY MAINTENANCE GARAGE, 10.3 FT (3.1 M)
 DQ9685'SOUTHWEST OF A POWER POLE, 10.3 FT (3.1 M) SOUTHWEST OF A WITNESS
 DQ9685'POST.
 DQ9685'
 DQ9685'NOTE-THE STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM ROD
 DQ9685'DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION REMOVABLE DISK
 DQ9685'SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH PVC
 DQ9685'PIPE BACK FILLED WITH WASHED SAND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DR5197 ***********************************************************************
 DR5197  DESIGNATION -  0912 AA
 DR5197  PID         -  DR5197
 DR5197  STATE/COUNTY-  MN/CARLTON
 DR5197  COUNTRY     -  US
 DR5197  USGS QUAD   -  CROMWELL WEST (2019)
 DR5197
 DR5197                         *CURRENT SURVEY CONTROL
 DR5197  ______________________________________________________________________
 DR5197* NAD 83(1986) POSITION- 46 40 00.04   (N) 092 53 06.84   (W)   HD_HELD1
 DR5197* NAVD 88 ORTHO HEIGHT -   400.696 (meters)     1314.62  (feet) ADJUSTED
 DR5197  ______________________________________________________________________
 DR5197  GEOID HEIGHT    -        -28.252 (meters)                     GEOID18
 DR5197  DYNAMIC HEIGHT  -        400.721 (meters)     1314.70  (feet) COMP
 DR5197  MODELED GRAVITY -    980,665.1   (mgal)                       NAVD 88
 DR5197
 DR5197  VERT ORDER      -  SECOND    CLASS I
 DR5197
 DR5197.The horizontal coordinates were determined by differentially corrected
 DR5197.hand held GPS observations or other comparable positioning techniques
 DR5197.and have an estimated accuracy of +/- 3 meters.
 DR5197
 DR5197.The orthometric height was determined by differential leveling and
 DR5197.adjusted by the NATIONAL GEODETIC SURVEY
 DR5197.in April 2021.
 DR5197
 DR5197.Significant digits in the geoid height do not necessarily reflect accuracy.
 DR5197.GEOID18 height accuracy estimate available here.
 DR5197
 DR5197.Click photographs - Photos may exist for this station.
 DR5197
 DR5197.The dynamic height is computed by dividing the NAVD 88
 DR5197.geopotential number by the normal gravity value computed on the
 DR5197.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DR5197.degrees latitude (g = 980.6199 gals.).
 DR5197
 DR5197.The modeled gravity was interpolated from observed gravity values.
 DR5197
 DR5197;                    North         East    Units  Estimated Accuracy
 DR5197;SPC MN C     -   286,146.8     904,430.9     MT  (+/- 3 meters HH1 GPS) 
 DR5197
 DR5197_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWM0877968130(NAD 83)
 DR5197
 DR5197                          SUPERSEDED SURVEY CONTROL
 DR5197
 DR5197.No superseded survey control is available for this station.
 DR5197
 DR5197_MARKER: F = FLANGE-ENCASED ROD
 DR5197_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DR5197_STAMPING: 0912 AA 2017
 DR5197_MARK LOGO: MNDT
 DR5197_PROJECTION: RECESSED 5 CENTIMETERS
 DR5197_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DR5197_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DR5197_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DR5197+SATELLITE: SATELLITE OBSERVATIONS - October 09, 2017
 DR5197_ROD/PIPE-DEPTH: 17.7 meters
 DR5197
 DR5197  HISTORY     - Date     Condition        Report By
 DR5197  HISTORY     - 20171009 MONUMENTED       MNDT
 DR5197
 DR5197                          STATION DESCRIPTION
 DR5197
 DR5197'DESCRIBED BY MN DEPT OF TRANSP 2017
 DR5197'THE MARK IS LOCATED ABOUT 0.9 MI (1.4 KM) SOUTH OF CROMWELL.
 DR5197'
 DR5197'TO REACH THE MARK GO 0.9 MI (1.4 KM) SOUTH ALONG TRUNK HIGHWAY 73 FROM
 DR5197'THE JUNCTION OF TRUNK HIGHWAY 73 AND TRUNK HIGHWAY 210 IN CROMWELL, AT
 DR5197'TRUNK HIGHWAY 73 MILE POINT 24.3.
 DR5197'
 DR5197'THE MARK IS 36.9 FT (11.2 M) NORTH OF TRUNK HIGHWAY 73, 5.8 FT (1.8 M)
 DR5197'SOUTH OF A FENCE, 1.5 FT (0.5 M) SOUTH OF A WITNESS POST.
 DR5197'
 DR5197'NOTE-THE STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM ROD
 DR5197'DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION REMOVABLE DISK
 DR5197'SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH PVC
 DR5197'PIPE BACK FILLED WITH WASHED SAND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DR5198 ***********************************************************************
 DR5198  DESIGNATION -  0912 B RESET
 DR5198  PID         -  DR5198
 DR5198  STATE/COUNTY-  MN/CARLTON
 DR5198  COUNTRY     -  US
 DR5198  USGS QUAD   -  CROMWELL WEST (2019)
 DR5198
 DR5198                         *CURRENT SURVEY CONTROL
 DR5198  ______________________________________________________________________
 DR5198* NAD 83(1986) POSITION- 46 39 49.02   (N) 092 53 40.32   (W)   HD_HELD1
 DR5198* NAVD 88 ORTHO HEIGHT -   402.628 (meters)     1320.96  (feet) ADJUSTED
 DR5198  ______________________________________________________________________
 DR5198  GEOID HEIGHT    -        -28.242 (meters)                     GEOID18
 DR5198  DYNAMIC HEIGHT  -        402.654 (meters)     1321.04  (feet) COMP
 DR5198  MODELED GRAVITY -    980,665.5   (mgal)                       NAVD 88
 DR5198
 DR5198  VERT ORDER      -  SECOND    CLASS I
 DR5198
 DR5198.The horizontal coordinates were determined by differentially corrected
 DR5198.hand held GPS observations or other comparable positioning techniques
 DR5198.and have an estimated accuracy of +/- 3 meters.
 DR5198
 DR5198.The orthometric height was determined by differential leveling and
 DR5198.adjusted by the NATIONAL GEODETIC SURVEY
 DR5198.in April 2021.
 DR5198
 DR5198.Significant digits in the geoid height do not necessarily reflect accuracy.
 DR5198.GEOID18 height accuracy estimate available here.
 DR5198
 DR5198.Click photographs - Photos may exist for this station.
 DR5198
 DR5198.The dynamic height is computed by dividing the NAVD 88
 DR5198.geopotential number by the normal gravity value computed on the
 DR5198.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DR5198.degrees latitude (g = 980.6199 gals.).
 DR5198
 DR5198.The modeled gravity was interpolated from observed gravity values.
 DR5198
 DR5198;                    North         East    Units  Estimated Accuracy
 DR5198;SPC MN C     -   285,794.4     903,725.2     MT  (+/- 3 meters HH1 GPS) 
 DR5198
 DR5198_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWM0806867789(NAD 83)
 DR5198
 DR5198                          SUPERSEDED SURVEY CONTROL
 DR5198
 DR5198.No superseded survey control is available for this station.
 DR5198
 DR5198_MARKER: I = METAL ROD
 DR5198_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DR5198_STAMPING: 0912 B RESET 2017
 DR5198_MARK LOGO: MNDT
 DR5198_PROJECTION: RECESSED 8 CENTIMETERS
 DR5198_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DR5198_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DR5198_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DR5198+SATELLITE: SATELLITE OBSERVATIONS - September 06, 2017
 DR5198_ROD/PIPE-DEPTH: 22.9 meters
 DR5198
 DR5198  HISTORY     - Date     Condition        Report By
 DR5198  HISTORY     - 20170906 MONUMENTED       MNDT
 DR5198
 DR5198                          STATION DESCRIPTION
 DR5198
 DR5198'DESCRIBED BY MN DEPT OF TRANSP 2017
 DR5198'THE MARK IS LOCATED ABOUT 1.45 MI (2.33 KM) SOUTH OF CROMWELL.
 DR5198'
 DR5198'TO REACH THE MARK GO 1.45 MI (2.33 KM) SOUTH ALONG TRUNK HIGHWAY 73
 DR5198'FROM THE JUNCTION OF TRUNK HIGHWAY 73 AND TRUNK HIGHWAY 210 IN
 DR5198'CROMWELL, AT TRUNK HIGHWAY 73 MILE POINT 23.75.
 DR5198'
 DR5198'THE MARK IS LOCATED 34.0 FT (10.4 M) WEST OF TRUNK HIGHWAY 73, 1.0 FT
 DR5198'(0.3 M) NORTH OF A WITNESS POST.
 DR5198'
 DR5198'NOTE -THE STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM ROD
 DR5198'DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION REMOVABLE DISK
 DR5198'SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH PVC
 DR5198'PIPE BACK FILLED WITH WASHED SAND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DR5199 ***********************************************************************
 DR5199  DESIGNATION -  0912 C RESET
 DR5199  PID         -  DR5199
 DR5199  STATE/COUNTY-  MN/CARLTON
 DR5199  COUNTRY     -  US
 DR5199  USGS QUAD   -  CROMWELL WEST (2019)
 DR5199
 DR5199                         *CURRENT SURVEY CONTROL
 DR5199  ______________________________________________________________________
 DR5199* NAD 83(1986) POSITION- 46 39 00.64   (N) 092 53 45.53   (W)   HD_HELD1
 DR5199* NAVD 88 ORTHO HEIGHT -   403.861 (meters)     1325.00  (feet) ADJUSTED
 DR5199  ______________________________________________________________________
 DR5199  GEOID HEIGHT    -        -28.202 (meters)                     GEOID18
 DR5199  DYNAMIC HEIGHT  -        403.887 (meters)     1325.09  (feet) COMP
 DR5199  MODELED GRAVITY -    980,666.5   (mgal)                       NAVD 88
 DR5199
 DR5199  VERT ORDER      -  SECOND    CLASS I
 DR5199
 DR5199.The horizontal coordinates were determined by differentially corrected
 DR5199.hand held GPS observations or other comparable positioning techniques
 DR5199.and have an estimated accuracy of +/- 3 meters.
 DR5199
 DR5199.The orthometric height was determined by differential leveling and
 DR5199.adjusted by the NATIONAL GEODETIC SURVEY
 DR5199.in April 2021.
 DR5199
 DR5199.Significant digits in the geoid height do not necessarily reflect accuracy.
 DR5199.GEOID18 height accuracy estimate available here.
 DR5199
 DR5199.Click photographs - Photos may exist for this station.
 DR5199
 DR5199.The dynamic height is computed by dividing the NAVD 88
 DR5199.geopotential number by the normal gravity value computed on the
 DR5199.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DR5199.degrees latitude (g = 980.6199 gals.).
 DR5199
 DR5199.The modeled gravity was interpolated from observed gravity values.
 DR5199
 DR5199;                    North         East    Units  Estimated Accuracy
 DR5199;SPC MN C     -   284,298.9     903,640.0     MT  (+/- 3 meters HH1 GPS) 
 DR5199
 DR5199_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWM0795966296(NAD 83)
 DR5199
 DR5199                          SUPERSEDED SURVEY CONTROL
 DR5199
 DR5199.No superseded survey control is available for this station.
 DR5199
 DR5199_MARKER: I = METAL ROD
 DR5199_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DR5199_STAMPING: 0912 C RESET 2017
 DR5199_MARK LOGO: MNDT
 DR5199_PROJECTION: RECESSED 5 CENTIMETERS
 DR5199_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DR5199_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DR5199_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DR5199+SATELLITE: SATELLITE OBSERVATIONS - September 06, 2017
 DR5199_ROD/PIPE-DEPTH: 6.4 meters
 DR5199
 DR5199  HISTORY     - Date     Condition        Report By
 DR5199  HISTORY     - 20170906 MONUMENTED       MNDT
 DR5199
 DR5199                          STATION DESCRIPTION
 DR5199
 DR5199'DESCRIBED BY MN DEPT OF TRANSP 2017
 DR5199'THE MARK IS LOCATED ABOUT 2.4 MI (3.9 KM) SOUTH OF CROMWELL.
 DR5199'
 DR5199'TO REACH THE MARK IS 2.4 MI (3.9 KM) SOUTH ALONG TRUNK HIGHWAY 73 FROM
 DR5199'THE JUNCTION OF TRUNK HIGHWAY 73 AND TRUNK HIGHWAY 210 IN CROMWELL TO
 DR5199'TRUNK HIGHWAY 73 MILE POINT 22.9, THEN 0.1 MI (0.2 KM) WEST ON COUNTY
 DR5199'ROAD 123 (EAGLE LAKE ROAD).
 DR5199'
 DR5199'THE MARK IS 29.0 FT (8.8 M) SOUTH OF COUNTY ROAD 123 (EAGLE ROAD),
 DR5199'79.1 FT (24.1 M) WEST OF DRIVEWAY NUMBER 5716, 4.2 FT (1.3 M) WEST OF
 DR5199'A POWER POLE WITH A GUY WIRE, 3.0 FT (0.9 M) WEST OF A WITNESS POST.
 DR5199'
 DR5199'NOTE-THE STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM ROD
 DR5199'DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION REMOVABLE DISK
 DR5199'SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH PVC
 DR5199'PIPE BACK FILLED WITH WASHED SAND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DR5202 ***********************************************************************
 DR5202  DESIGNATION -  0912 D RESET
 DR5202  PID         -  DR5202
 DR5202  STATE/COUNTY-  MN/CARLTON
 DR5202  COUNTRY     -  US
 DR5202  USGS QUAD   -  CROMWELL WEST (2019)
 DR5202
 DR5202                         *CURRENT SURVEY CONTROL
 DR5202  ______________________________________________________________________
 DR5202* NAD 83(1986) POSITION- 46 38 13.24   (N) 092 53 36.40   (W)   HD_HELD1
 DR5202* NAVD 88 ORTHO HEIGHT -   400.286 (meters)     1313.27  (feet) ADJUSTED
 DR5202  ______________________________________________________________________
 DR5202  GEOID HEIGHT    -        -28.164 (meters)                     GEOID18
 DR5202  DYNAMIC HEIGHT  -        400.312 (meters)     1313.36  (feet) COMP
 DR5202  MODELED GRAVITY -    980,667.3   (mgal)                       NAVD 88
 DR5202
 DR5202  VERT ORDER      -  SECOND    CLASS I
 DR5202
 DR5202.The horizontal coordinates were determined by differentially corrected
 DR5202.hand held GPS observations or other comparable positioning techniques
 DR5202.and have an estimated accuracy of +/- 3 meters.
 DR5202
 DR5202.The orthometric height was determined by differential leveling and
 DR5202.adjusted by the NATIONAL GEODETIC SURVEY
 DR5202.in April 2021.
 DR5202
 DR5202.Significant digits in the geoid height do not necessarily reflect accuracy.
 DR5202.GEOID18 height accuracy estimate available here.
 DR5202
 DR5202.Click photographs - Photos may exist for this station.
 DR5202
 DR5202.The dynamic height is computed by dividing the NAVD 88
 DR5202.geopotential number by the normal gravity value computed on the
 DR5202.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DR5202.degrees latitude (g = 980.6199 gals.).
 DR5202
 DR5202.The modeled gravity was interpolated from observed gravity values.
 DR5202
 DR5202;                    North         East    Units  Estimated Accuracy
 DR5202;SPC MN C     -   282,838.8     903,859.1     MT  (+/- 3 meters HH1 GPS) 
 DR5202
 DR5202_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWM0815564833(NAD 83)
 DR5202
 DR5202                          SUPERSEDED SURVEY CONTROL
 DR5202
 DR5202.No superseded survey control is available for this station.
 DR5202
 DR5202_MARKER: I = METAL ROD
 DR5202_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DR5202_STAMPING: 0912 D RESET 2017
 DR5202_MARK LOGO: MNDT
 DR5202_PROJECTION: RECESSED 10 CENTIMETERS
 DR5202_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DR5202_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DR5202_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DR5202+SATELLITE: SATELLITE OBSERVATIONS - September 06, 2017
 DR5202_ROD/PIPE-DEPTH: 4.0 meters
 DR5202
 DR5202  HISTORY     - Date     Condition        Report By
 DR5202  HISTORY     - 20170906 MONUMENTED       MNDT
 DR5202
 DR5202                          STATION DESCRIPTION
 DR5202
 DR5202'DESCRIBED BY MN DEPT OF TRANSP 2017
 DR5202'THE MARK IS LOCATED ABOUT 3.3 MI (5.3 KM) SOUTH OF CROMWELL.
 DR5202'
 DR5202'TO REACH THE MARK GO 3.3 MI (5.3 KM) SOUTH ALONG TRUNK HIGHWAY 73 FROM
 DR5202'THE JUNCTION OF TRUNK HIGHWAY 73 AND TRUNK HIGHWAY 210 IN CROMWELL, AT
 DR5202'TRUNK HIGHWAY 73 MILE POINT 21.9.
 DR5202'
 DR5202'THE MARK IS 44.0 FT (13.4 M) WEST OF TRUNK HIGHWAY 73, 75.0 FT (22.9
 DR5202'M) NORTH OF DRIVEWAY NUMBER 1891, 7.7 FT (2.3 M) SOUTH OF A POWER POLE
 DR5202'WITH A GUY WIRE, 7.7 FT (2.3 M) SOUTH OF A WITNESS POST.
 DR5202'
 DR5202'NOTE-THE STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM ROD
 DR5202'DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION REMOVABLE DISK
 DR5202'SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH PVC
 DR5202'PIPE BACK FILLED WITH WASHED SAND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DR5207 ***********************************************************************
 DR5207  DESIGNATION -  0912 E RESET
 DR5207  PID         -  DR5207
 DR5207  STATE/COUNTY-  MN/CARLTON
 DR5207  COUNTRY     -  US
 DR5207  USGS QUAD   -  HEIKKILA CREEK (2019)
 DR5207
 DR5207                         *CURRENT SURVEY CONTROL
 DR5207  ______________________________________________________________________
 DR5207* NAD 83(1986) POSITION- 46 36 27.15   (N) 092 53 30.99   (W)   HD_HELD1
 DR5207* NAVD 88 ORTHO HEIGHT -   398.407 (meters)     1307.11  (feet) ADJUSTED
 DR5207  ______________________________________________________________________
 DR5207  GEOID HEIGHT    -        -28.085 (meters)                     GEOID18
 DR5207  DYNAMIC HEIGHT  -        398.434 (meters)     1307.20  (feet) COMP
 DR5207  MODELED GRAVITY -    980,668.5   (mgal)                       NAVD 88
 DR5207
 DR5207  VERT ORDER      -  SECOND    CLASS I
 DR5207
 DR5207.The horizontal coordinates were determined by differentially corrected
 DR5207.hand held GPS observations or other comparable positioning techniques
 DR5207.and have an estimated accuracy of +/- 3 meters.
 DR5207
 DR5207.The orthometric height was determined by differential leveling and
 DR5207.adjusted by the NATIONAL GEODETIC SURVEY
 DR5207.in April 2021.
 DR5207
 DR5207.Significant digits in the geoid height do not necessarily reflect accuracy.
 DR5207.GEOID18 height accuracy estimate available here.
 DR5207
 DR5207.Click photographs - Photos may exist for this station.
 DR5207
 DR5207.The dynamic height is computed by dividing the NAVD 88
 DR5207.geopotential number by the normal gravity value computed on the
 DR5207.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DR5207.degrees latitude (g = 980.6199 gals.).
 DR5207
 DR5207.The modeled gravity was interpolated from observed gravity values.
 DR5207
 DR5207;                    North         East    Units  Estimated Accuracy
 DR5207;SPC MN C     -   279,565.6     904,030.3     MT  (+/- 3 meters HH1 GPS) 
 DR5207
 DR5207_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWM0827561558(NAD 83)
 DR5207
 DR5207                          SUPERSEDED SURVEY CONTROL
 DR5207
 DR5207.No superseded survey control is available for this station.
 DR5207
 DR5207_MARKER: I = METAL ROD
 DR5207_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DR5207_STAMPING: 0912 E RESET 2017
 DR5207_MARK LOGO: MNDT
 DR5207_PROJECTION: RECESSED 8 CENTIMETERS
 DR5207_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DR5207_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DR5207_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DR5207+SATELLITE: SATELLITE OBSERVATIONS - September 06, 2017
 DR5207_ROD/PIPE-DEPTH: 4.6 meters
 DR5207
 DR5207  HISTORY     - Date     Condition        Report By
 DR5207  HISTORY     - 20170906 MONUMENTED       MNDT
 DR5207
 DR5207                          STATION DESCRIPTION
 DR5207
 DR5207'DESCRIBED BY MN DEPT OF TRANSP 2017
 DR5207'THE MARK IS LOCATED ABOUT 5.4 MI (8.7 KM) SOUTH OF CROMWELL.
 DR5207'
 DR5207'TO REACH THE MARK GO 5.4 MI (8.7 KM) SOUTH ALONG TRUNK HIGHWAY 73 FROM
 DR5207'THE JUNCTION OF TRUNK HIGHWAY 73 AND TRUNK HIGHWAY 210 IN CROMWELL TO
 DR5207'TRUNK HIGHWAY 73 MILE POINT 19.85, THEN 0.1 MI (0.2 KM) EAST ON HILL
 DR5207'ROAD.
 DR5207'
 DR5207'THE MARK IS 16.5 FT (5.0 M) SOUTH OF HILL ROAD, 78.0 FT (23.8 M)
 DR5207'EAST-NORTHEAST OF A POWER POLE, 4.6 FT (1.4 M) NORTH OF A WITNESS
 DR5207'POST.
 DR5207'
 DR5207'NOTE-THE STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM ROD
 DR5207'DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION REMOVABLE DISK
 DR5207'SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH PVC
 DR5207'PIPE BACK FILLED WITH WASHED SAND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DR5208 ***********************************************************************
 DR5208  DESIGNATION -  0912 F RESET
 DR5208  PID         -  DR5208
 DR5208  STATE/COUNTY-  MN/CARLTON
 DR5208  COUNTRY     -  US
 DR5208  USGS QUAD   -  HEIKKILA CREEK (2019)
 DR5208
 DR5208                         *CURRENT SURVEY CONTROL
 DR5208  ______________________________________________________________________
 DR5208* NAD 83(1986) POSITION- 46 35 33.04   (N) 092 53 37.15   (W)   HD_HELD1
 DR5208* NAVD 88 ORTHO HEIGHT -   396.207 (meters)     1299.89  (feet) ADJUSTED
 DR5208  ______________________________________________________________________
 DR5208  GEOID HEIGHT    -        -28.049 (meters)                     GEOID18
 DR5208  DYNAMIC HEIGHT  -        396.234 (meters)     1299.98  (feet) COMP
 DR5208  MODELED GRAVITY -    980,669.0   (mgal)                       NAVD 88
 DR5208
 DR5208  VERT ORDER      -  SECOND    CLASS I
 DR5208
 DR5208.The horizontal coordinates were determined by differentially corrected
 DR5208.hand held GPS observations or other comparable positioning techniques
 DR5208.and have an estimated accuracy of +/- 3 meters.
 DR5208
 DR5208.The orthometric height was determined by differential leveling and
 DR5208.adjusted by the NATIONAL GEODETIC SURVEY
 DR5208.in April 2021.
 DR5208
 DR5208.Significant digits in the geoid height do not necessarily reflect accuracy.
 DR5208.GEOID18 height accuracy estimate available here.
 DR5208
 DR5208.Click photographs - Photos may exist for this station.
 DR5208
 DR5208.The dynamic height is computed by dividing the NAVD 88
 DR5208.geopotential number by the normal gravity value computed on the
 DR5208.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DR5208.degrees latitude (g = 980.6199 gals.).
 DR5208
 DR5208.The modeled gravity was interpolated from observed gravity values.
 DR5208
 DR5208;                    North         East    Units  Estimated Accuracy
 DR5208;SPC MN C     -   277,892.8     903,927.9     MT  (+/- 3 meters HH1 GPS) 
 DR5208
 DR5208_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWM0814659888(NAD 83)
 DR5208
 DR5208                          SUPERSEDED SURVEY CONTROL
 DR5208
 DR5208.No superseded survey control is available for this station.
 DR5208
 DR5208_MARKER: I = METAL ROD
 DR5208_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DR5208_STAMPING: 0912 F RESET 2017
 DR5208_MARK LOGO: MNDT
 DR5208_PROJECTION: RECESSED 8 CENTIMETERS
 DR5208_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DR5208_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DR5208_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DR5208+SATELLITE: SATELLITE OBSERVATIONS - September 06, 2017
 DR5208_ROD/PIPE-DEPTH: 3.4 meters
 DR5208
 DR5208  HISTORY     - Date     Condition        Report By
 DR5208  HISTORY     - 20170906 MONUMENTED       MNDT
 DR5208
 DR5208                          STATION DESCRIPTION
 DR5208
 DR5208'DESCRIBED BY MN DEPT OF TRANSP 2017
 DR5208'THE MARK IS LOCATED ABOUT 6.5 MI (10.5 KM) SOUTH OF CROMWELL.
 DR5208'
 DR5208'TO REACH THE MARK GO 6.45 MI (10.38 KM) SOUTH ALONG TRUNK HIGHWAY 73
 DR5208'FROM THE JUNCTION OF TRUNK HIGHWAY 73 AND TRUNK HIGHWAY 210 IN
 DR5208'CROMWELL (THE JUNCTION IS 5.0 MI (8.0 KM) EAST OF COUNTY ROAD 4) TO
 DR5208'TRUNK HIGHWAY 73 MILE POINT 18.85, THEN 0.07 MI (0.11 KM) EAST ON
 DR5208'COUNTY ROAD 4.
 DR5208'
 DR5208'THE MARK IS 46.0 FT (14.0 M) SOUTH OF COUNTY ROAD 4, 102.0 FT (31.1 M)
 DR5208'WEST OF A GRAVEL ROAD NORTH EXTENDED, 61.5 FT (18.7 M) WEST OF A POWER
 DR5208'POLE, 4.0 FT (1.2 M) NORTH OF A WITNESS POST.
 DR5208'
 DR5208'NOTE-THE STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM ROD
 DR5208'DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION REMOVABLE DISK
 DR5208'SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH PVC
 DR5208'PIPE BACK FILLED WITH WASHED SAND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DR5209 ***********************************************************************
 DR5209  DESIGNATION -  0912 G RESET
 DR5209  PID         -  DR5209
 DR5209  STATE/COUNTY-  MN/CARLTON
 DR5209  COUNTRY     -  US
 DR5209  USGS QUAD   -  HEIKKILA CREEK (2019)
 DR5209
 DR5209                         *CURRENT SURVEY CONTROL
 DR5209  ______________________________________________________________________
 DR5209* NAD 83(1986) POSITION- 46 35 33.45   (N) 092 54 21.85   (W)   HD_HELD1
 DR5209* NAVD 88 ORTHO HEIGHT -   386.632 (meters)     1268.48  (feet) ADJUSTED
 DR5209  ______________________________________________________________________
 DR5209  GEOID HEIGHT    -        -28.050 (meters)                     GEOID18
 DR5209  DYNAMIC HEIGHT  -        386.658 (meters)     1268.56  (feet) COMP
 DR5209  MODELED GRAVITY -    980,669.3   (mgal)                       NAVD 88
 DR5209
 DR5209  VERT ORDER      -  SECOND    CLASS I
 DR5209
 DR5209.The horizontal coordinates were determined by differentially corrected
 DR5209.hand held GPS observations or other comparable positioning techniques
 DR5209.and have an estimated accuracy of +/- 3 meters.
 DR5209
 DR5209.The orthometric height was determined by differential leveling and
 DR5209.adjusted by the NATIONAL GEODETIC SURVEY
 DR5209.in April 2021.
 DR5209
 DR5209.Significant digits in the geoid height do not necessarily reflect accuracy.
 DR5209.GEOID18 height accuracy estimate available here.
 DR5209
 DR5209.Click photographs - Photos may exist for this station.
 DR5209
 DR5209.The dynamic height is computed by dividing the NAVD 88
 DR5209.geopotential number by the normal gravity value computed on the
 DR5209.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DR5209.degrees latitude (g = 980.6199 gals.).
 DR5209
 DR5209.The modeled gravity was interpolated from observed gravity values.
 DR5209
 DR5209;                    North         East    Units  Estimated Accuracy
 DR5209;SPC MN C     -   277,889.3     902,976.3     MT  (+/- 3 meters HH1 GPS) 
 DR5209
 DR5209_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWM0719559899(NAD 83)
 DR5209
 DR5209                          SUPERSEDED SURVEY CONTROL
 DR5209
 DR5209.No superseded survey control is available for this station.
 DR5209
 DR5209_MARKER: I = METAL ROD
 DR5209_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DR5209_STAMPING: 0912 G RESET 2017
 DR5209_MARK LOGO: MNDT
 DR5209_PROJECTION: RECESSED 10 CENTIMETERS
 DR5209_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DR5209_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DR5209_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DR5209+SATELLITE: SATELLITE OBSERVATIONS - September 06, 2017
 DR5209_ROD/PIPE-DEPTH: 8.5 meters
 DR5209
 DR5209  HISTORY     - Date     Condition        Report By
 DR5209  HISTORY     - 20170906 MONUMENTED       MNDT
 DR5209
 DR5209                          STATION DESCRIPTION
 DR5209
 DR5209'DESCRIBED BY MN DEPT OF TRANSP 2017
 DR5209'THE MARK IS LOCATED ABOUT 6.5 MI (10.5 KM) SOUTH OF CROMWELL.
 DR5209'
 DR5209'TO REACH THE MARK GO 7.0 MI (11.3 KM) SOUTH ALONG TRUNK HIGHWAY 73
 DR5209'FROM THE JUNCTION OF TRUNK HIGHWAY 73 AND TRUNK HIGHWAY 210 IN
 DR5209'CROMWELL, AT TRUNK HIGHWAY 73 MILE POINT 18.3.
 DR5209'
 DR5209'THE MARK IS LOCATED 121.0 FT (36.9 M) NORTHWEST OF TRUNK HIGHWAY 73,
 DR5209'21.0 FT (6.4 M) SOUTH OF HERRANEN ROAD, 3.0 FT (0.9 M) NORTH OF A
 DR5209'WITNESS POST.
 DR5209'
 DR5209'NOTE-THE STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM ROD
 DR5209'DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION REMOVABLE DISK
 DR5209'SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH PVC
 DR5209'PIPE BACK FILLED WITH WASHED SAND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DR5212 ***********************************************************************
 DR5212  DESIGNATION -  0912 H RESET
 DR5212  PID         -  DR5212
 DR5212  STATE/COUNTY-  MN/CARLTON
 DR5212  COUNTRY     -  US
 DR5212  USGS QUAD   -  HEIKKILA CREEK (2019)
 DR5212
 DR5212                         *CURRENT SURVEY CONTROL
 DR5212  ______________________________________________________________________
 DR5212* NAD 83(1986) POSITION- 46 33 49.65   (N) 092 54 23.30   (W)   HD_HELD1
 DR5212* NAVD 88 ORTHO HEIGHT -   382.058 (meters)     1253.47  (feet) ADJUSTED
 DR5212  ______________________________________________________________________
 DR5212  GEOID HEIGHT    -        -27.993 (meters)                     GEOID18
 DR5212  DYNAMIC HEIGHT  -        382.084 (meters)     1253.55  (feet) COMP
 DR5212  MODELED GRAVITY -    980,669.7   (mgal)                       NAVD 88
 DR5212
 DR5212  VERT ORDER      -  SECOND    CLASS I
 DR5212
 DR5212.The horizontal coordinates were determined by differentially corrected
 DR5212.hand held GPS observations or other comparable positioning techniques
 DR5212.and have an estimated accuracy of +/- 3 meters.
 DR5212
 DR5212.The orthometric height was determined by differential leveling and
 DR5212.adjusted by the NATIONAL GEODETIC SURVEY
 DR5212.in April 2021.
 DR5212
 DR5212.Significant digits in the geoid height do not necessarily reflect accuracy.
 DR5212.GEOID18 height accuracy estimate available here.
 DR5212
 DR5212.Click photographs - Photos may exist for this station.
 DR5212
 DR5212.The dynamic height is computed by dividing the NAVD 88
 DR5212.geopotential number by the normal gravity value computed on the
 DR5212.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DR5212.degrees latitude (g = 980.6199 gals.).
 DR5212
 DR5212.The modeled gravity was interpolated from observed gravity values.
 DR5212
 DR5212;                    North         East    Units  Estimated Accuracy
 DR5212;SPC MN C     -   274,684.3     902,999.8     MT  (+/- 3 meters HH1 GPS) 
 DR5212
 DR5212_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWM0716856695(NAD 83)
 DR5212
 DR5212                          SUPERSEDED SURVEY CONTROL
 DR5212
 DR5212.No superseded survey control is available for this station.
 DR5212
 DR5212_MARKER: F = FLANGE-ENCASED ROD
 DR5212_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DR5212_STAMPING: 0912 H RESET 2017
 DR5212_MARK LOGO: MNDT
 DR5212_PROJECTION: FLUSH
 DR5212_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DR5212_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DR5212_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DR5212+SATELLITE: SATELLITE OBSERVATIONS - September 06, 2017
 DR5212_ROD/PIPE-DEPTH: 5.5 meters
 DR5212
 DR5212  HISTORY     - Date     Condition        Report By
 DR5212  HISTORY     - 20170906 MONUMENTED       MNDT
 DR5212
 DR5212                          STATION DESCRIPTION
 DR5212
 DR5212'DESCRIBED BY MN DEPT OF TRANSP 2017
 DR5212'THE MARK IS LOCATED ABOUT 5.25 MI (8.45 KM) NORTH-NORTHWEST OF KETTLE
 DR5212'RIVER.
 DR5212'
 DR5212'TO REACH THE MARK GO 6.6 MI (10.6 KM) NORTH ALONG TRUNK HIGHWAY 73
 DR5212'FROM THE JUNCTION OF TRUNK HIGHWAY 73 AND COUNTY ROAD 12 IN KETTLE
 DR5212'RIVER TO TRUNK HIGHWAY 73 MILE POINT 16.25, THEN 0.1 MI (0.2 KM) EAST
 DR5212'ON COUNTY ROAD 156.
 DR5212'
 DR5212'THE MARK IS 34.5 FT (10.5 M) SOUTH OF COUNTY ROAD 156, 6.0 FT (1.8 M)
 DR5212'EAST OF A FIELD ENTRANCE, 2.0 FT (0.6 M) WEST OF A FENCE LINE, 3.5 FT
 DR5212'(1.1 M) SOUTHWEST OF A WITNESS POST.
 DR5212'
 DR5212'NOTE-THE STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM ROD
 DR5212'DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION REMOVABLE DISK
 DR5212'SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH PVC
 DR5212'PIPE BACK FILLED WITH WASHED SAND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DR5214 ***********************************************************************
 DR5214  DESIGNATION -  0912 J RESET
 DR5214  PID         -  DR5214
 DR5214  STATE/COUNTY-  MN/CARLTON
 DR5214  COUNTRY     -  US
 DR5214  USGS QUAD   -  HEIKKILA CREEK (2019)
 DR5214
 DR5214                         *CURRENT SURVEY CONTROL
 DR5214  ______________________________________________________________________
 DR5214* NAD 83(1986) POSITION- 46 32 57.56   (N) 092 54 34.18   (W)   HD_HELD1
 DR5214* NAVD 88 ORTHO HEIGHT -   380.587 (meters)     1248.64  (feet) ADJUSTED
 DR5214  ______________________________________________________________________
 DR5214  GEOID HEIGHT    -        -27.972 (meters)                     GEOID18
 DR5214  DYNAMIC HEIGHT  -        380.612 (meters)     1248.72  (feet) COMP
 DR5214  MODELED GRAVITY -    980,669.9   (mgal)                       NAVD 88
 DR5214
 DR5214  VERT ORDER      -  SECOND    CLASS I
 DR5214
 DR5214.The horizontal coordinates were determined by differentially corrected
 DR5214.hand held GPS observations or other comparable positioning techniques
 DR5214.and have an estimated accuracy of +/- 3 meters.
 DR5214
 DR5214.The orthometric height was determined by differential leveling and
 DR5214.adjusted by the NATIONAL GEODETIC SURVEY
 DR5214.in April 2021.
 DR5214
 DR5214.Significant digits in the geoid height do not necessarily reflect accuracy.
 DR5214.GEOID18 height accuracy estimate available here.
 DR5214
 DR5214.Click photographs - Photos may exist for this station.
 DR5214
 DR5214.The dynamic height is computed by dividing the NAVD 88
 DR5214.geopotential number by the normal gravity value computed on the
 DR5214.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DR5214.degrees latitude (g = 980.6199 gals.).
 DR5214
 DR5214.The modeled gravity was interpolated from observed gravity values.
 DR5214
 DR5214;                    North         East    Units  Estimated Accuracy
 DR5214;SPC MN C     -   273,072.2     902,795.4     MT  (+/- 3 meters HH1 GPS) 
 DR5214
 DR5214_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWM0693855087(NAD 83)
 DR5214
 DR5214                          SUPERSEDED SURVEY CONTROL
 DR5214
 DR5214.No superseded survey control is available for this station.
 DR5214
 DR5214_MARKER: F = FLANGE-ENCASED ROD
 DR5214_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DR5214_STAMPING: 0912 J RESET 2017
 DR5214_MARK LOGO: MNDT
 DR5214_PROJECTION: RECESSED 20 CENTIMETERS
 DR5214_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DR5214_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DR5214_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DR5214+SATELLITE: SATELLITE OBSERVATIONS - September 06, 2017
 DR5214_ROD/PIPE-DEPTH: 8.5 meters
 DR5214
 DR5214  HISTORY     - Date     Condition        Report By
 DR5214  HISTORY     - 20170906 MONUMENTED       MNDT
 DR5214
 DR5214                          STATION DESCRIPTION
 DR5214
 DR5214'DESCRIBED BY MN DEPT OF TRANSP 2017
 DR5214'THE MARK IS LOCATED ABOUT 4.25 MI (6.84 KM) NORTH-NORTHWEST OF KETTLE
 DR5214'RIVER.
 DR5214'
 DR5214'TO REACH THE MARK GO 5.6 MI (9.0 KM) NORTH ALONG TRUNK HIGHWAY 73 FROM
 DR5214'THE JUNCTION OF TRUNK HIGHWAY 73 AND COUNTY ROAD 12 IN KETTLE RIVER,
 DR5214'AT TRUNK HIGHWAY 73 MILE POINT 15.25.
 DR5214'
 DR5214'THE MARK IS LOCATED 74.0 FT (22.6 M) WEST OF TRUNK HIGHWAY 73, 25.0 FT
 DR5214'(7.6 M) SOUTH OF COUNTY ROAD 130, 10.0 FT (3.0 M) NORTH OF A POWER
 DR5214'POLE, 1.6 FT (0.5 M) NORTH OF A WITNESS POST.
 DR5214'
 DR5214'NOTE-THE STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM ROD
 DR5214'DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION REMOVABLE DISK
 DR5214'SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH PVC
 DR5214'PIPE BACK FILLED WITH WASHED SAND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DR5215 ***********************************************************************
 DR5215  DESIGNATION -  0912 K RESET
 DR5215  PID         -  DR5215
 DR5215  STATE/COUNTY-  MN/CARLTON
 DR5215  COUNTRY     -  US
 DR5215  USGS QUAD   -  HEIKKILA CREEK (2019)
 DR5215
 DR5215                         *CURRENT SURVEY CONTROL
 DR5215  ______________________________________________________________________
 DR5215* NAD 83(1986) POSITION- 46 32 05.36   (N) 092 54 29.18   (W)   HD_HELD1
 DR5215* NAVD 88 ORTHO HEIGHT -   378.485 (meters)     1241.75  (feet) ADJUSTED
 DR5215  ______________________________________________________________________
 DR5215  GEOID HEIGHT    -        -27.957 (meters)                     GEOID18
 DR5215  DYNAMIC HEIGHT  -        378.510 (meters)     1241.83  (feet) COMP
 DR5215  MODELED GRAVITY -    980,670.1   (mgal)                       NAVD 88
 DR5215
 DR5215  VERT ORDER      -  SECOND    CLASS I
 DR5215
 DR5215.The horizontal coordinates were determined by differentially corrected
 DR5215.hand held GPS observations or other comparable positioning techniques
 DR5215.and have an estimated accuracy of +/- 3 meters.
 DR5215
 DR5215.The orthometric height was determined by differential leveling and
 DR5215.adjusted by the NATIONAL GEODETIC SURVEY
 DR5215.in April 2021.
 DR5215
 DR5215.Significant digits in the geoid height do not necessarily reflect accuracy.
 DR5215.GEOID18 height accuracy estimate available here.
 DR5215
 DR5215.Click photographs - Photos may exist for this station.
 DR5215
 DR5215.The dynamic height is computed by dividing the NAVD 88
 DR5215.geopotential number by the normal gravity value computed on the
 DR5215.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DR5215.degrees latitude (g = 980.6199 gals.).
 DR5215
 DR5215.The modeled gravity was interpolated from observed gravity values.
 DR5215
 DR5215;                    North         East    Units  Estimated Accuracy
 DR5215;SPC MN C     -   271,462.5     902,929.2     MT  (+/- 3 meters HH1 GPS) 
 DR5215
 DR5215_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWM0704653476(NAD 83)
 DR5215
 DR5215                          SUPERSEDED SURVEY CONTROL
 DR5215
 DR5215.No superseded survey control is available for this station.
 DR5215
 DR5215_MARKER: I = METAL ROD
 DR5215_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DR5215_STAMPING: 0912 K RESET 2017
 DR5215_MARK LOGO: MNDT
 DR5215_PROJECTION: RECESSED 8 CENTIMETERS
 DR5215_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DR5215_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DR5215_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DR5215+SATELLITE: SATELLITE OBSERVATIONS - September 06, 2017
 DR5215_ROD/PIPE-DEPTH: 7.6 meters
 DR5215
 DR5215  HISTORY     - Date     Condition        Report By
 DR5215  HISTORY     - 20170906 MONUMENTED       MNDT
 DR5215
 DR5215                          STATION DESCRIPTION
 DR5215
 DR5215'DESCRIBED BY MN DEPT OF TRANSP 2017
 DR5215'THE MARK IS LOCATED ABOUT 3.75 MI (6.03 KM) NORTH-NORTHEAST OF KETTLE
 DR5215'RIVER.
 DR5215'
 DR5215'TO REACH THE MARK GO 4.6 MI (7.4 KM) NORTH ALONG TRUNK HIGHWAY 73 FROM
 DR5215'THE JUNCTION OF TRUNK HIGHWAY 73 AND COUNTY ROAD 12 IN KETTLE RIVER,
 DR5215'AT TRUNK HIGHWAY 73 MILE POINT 14.25.
 DR5215'
 DR5215'THE MARK IS LOCATED 113 FT (34.4 M) EAST OF TRUNK HIGHWAY 73, 32.7 FT
 DR5215'(10.0 M) SOUTH OF COUNTY ROAD 131, 2.4 FT (0.7 M) NORTH OF A WITNESS
 DR5215'POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DR5217 ***********************************************************************
 DR5217  DESIGNATION -  0912 L RESET
 DR5217  PID         -  DR5217
 DR5217  STATE/COUNTY-  MN/CARLTON
 DR5217  COUNTRY     -  US
 DR5217  USGS QUAD   -  HEIKKILA CREEK (2019)
 DR5217
 DR5217                         *CURRENT SURVEY CONTROL
 DR5217  ______________________________________________________________________
 DR5217* NAD 83(1986) POSITION- 46 31 13.74   (N) 092 54 29.11   (W)   HD_HELD1
 DR5217* NAVD 88 ORTHO HEIGHT -   373.420 (meters)     1225.13  (feet) ADJUSTED
 DR5217  ______________________________________________________________________
 DR5217  GEOID HEIGHT    -        -27.949 (meters)                     GEOID18
 DR5217  DYNAMIC HEIGHT  -        373.445 (meters)     1225.21  (feet) COMP
 DR5217  MODELED GRAVITY -    980,668.5   (mgal)                       NAVD 88
 DR5217
 DR5217  VERT ORDER      -  SECOND    CLASS I
 DR5217
 DR5217.The horizontal coordinates were determined by differentially corrected
 DR5217.hand held GPS observations or other comparable positioning techniques
 DR5217.and have an estimated accuracy of +/- 3 meters.
 DR5217
 DR5217.The orthometric height was determined by differential leveling and
 DR5217.adjusted by the NATIONAL GEODETIC SURVEY
 DR5217.in April 2021.
 DR5217
 DR5217.Significant digits in the geoid height do not necessarily reflect accuracy.
 DR5217.GEOID18 height accuracy estimate available here.
 DR5217
 DR5217.Click photographs - Photos may exist for this station.
 DR5217
 DR5217.The dynamic height is computed by dividing the NAVD 88
 DR5217.geopotential number by the normal gravity value computed on the
 DR5217.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DR5217.degrees latitude (g = 980.6199 gals.).
 DR5217
 DR5217.The modeled gravity was interpolated from observed gravity values.
 DR5217
 DR5217;                    North         East    Units  Estimated Accuracy
 DR5217;SPC MN C     -   269,869.0     902,957.7     MT  (+/- 3 meters HH1 GPS) 
 DR5217
 DR5217_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWM0705051883(NAD 83)
 DR5217
 DR5217                          SUPERSEDED SURVEY CONTROL
 DR5217
 DR5217.No superseded survey control is available for this station.
 DR5217
 DR5217_MARKER: I = METAL ROD
 DR5217_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DR5217_STAMPING: 0912 L RESET 2017
 DR5217_MARK LOGO: MNDT
 DR5217_PROJECTION: RECESSED 8 CENTIMETERS
 DR5217_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DR5217_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DR5217_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DR5217+SATELLITE: SATELLITE OBSERVATIONS - September 05, 2017
 DR5217_ROD/PIPE-DEPTH: 4.6 meters
 DR5217
 DR5217  HISTORY     - Date     Condition        Report By
 DR5217  HISTORY     - 20170905 MONUMENTED       MNDT
 DR5217
 DR5217                          STATION DESCRIPTION
 DR5217
 DR5217'DESCRIBED BY MN DEPT OF TRANSP 2017
 DR5217'THE MARK IS LOCATED ABOUT 3.0 MI (4.8 KM) NORTHWEST OF KETTLE RIVER.
 DR5217'
 DR5217'TO REACH THE MARK GO 3.5 MI (5.6 KM) NORTH ALONG TRUNK HIGHWAY 73 FROM
 DR5217'THE JUNCTION OF TRUNK HIGHWAY 73 AND COUNTY ROAD 12 IN KETTLE RIVER,
 DR5217'AT TRUNK HIGHWAY 73 MILE POINT 13.2.
 DR5217'
 DR5217'THE MARK IS 74.0 FT (22.6 M) EAST OF TRUNK HIGHWAY 73, 45.0 FT (13.7
 DR5217'M) NORTH OF MANNI ROAD, 13.0 FT (4.0 M) NORTH OF A POWER POLE, 4.0 FT
 DR5217'(1.2 M) SOUTH OF A WITNESS POST.
 DR5217'
 DR5217'NOTE-THE STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM ROD
 DR5217'DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION REMOVABLE DISK
 DR5217'SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH PVC
 DR5217'PIPE BACK FILLED WITH WASHED SAND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 AI1485 ***********************************************************************
 AI1485  DESIGNATION -  0912 M
 AI1485  PID         -  AI1485
 AI1485  STATE/COUNTY-  MN/CARLTON
 AI1485  COUNTRY     -  US
 AI1485  USGS QUAD   -  HEIKKILA CREEK (2019)
 AI1485
 AI1485                         *CURRENT SURVEY CONTROL
 AI1485  ______________________________________________________________________
 AI1485* NAD 83(1986) POSITION- 46 30 30.72   (N) 092 54 17.49   (W)   HD_HELD1
 AI1485* NAVD 88 ORTHO HEIGHT -   363.916 (meters)     1193.95  (feet) ADJUSTED
 AI1485  ______________________________________________________________________
 AI1485  GEOID HEIGHT    -        -27.946 (meters)                     GEOID18
 AI1485  DYNAMIC HEIGHT  -        363.939 (meters)     1194.02  (feet) COMP
 AI1485  MODELED GRAVITY -    980,665.5   (mgal)                       NAVD 88
 AI1485
 AI1485  VERT ORDER      -  SECOND    CLASS I
 AI1485
 AI1485.The horizontal coordinates were determined by differentially corrected
 AI1485.hand held GPS observations or other comparable positioning techniques
 AI1485.and have an estimated accuracy of +/- 3 meters.
 AI1485
 AI1485.The orthometric height was determined by differential leveling and
 AI1485.adjusted by the NATIONAL GEODETIC SURVEY
 AI1485.in August 2000.
 AI1485
 AI1485.Significant digits in the geoid height do not necessarily reflect accuracy.
 AI1485.GEOID18 height accuracy estimate available here.
 AI1485
 AI1485.Click photographs - Photos may exist for this station.
 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     -   268,545.1     903,227.9     MT  (+/- 3 meters HH1 GPS) 
 AI1485
 AI1485_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWM0729950555(NAD 83)
 AI1485
 AI1485                          SUPERSEDED SURVEY CONTROL
 AI1485
 AI1485.No superseded survey control is available for this station.
 AI1485
 AI1485_MARKER: DB = BENCH MARK DISK
 AI1485_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AI1485_SP_SET: BRIDGE RAILING
 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 - September 05, 2017
 AI1485
 AI1485  HISTORY     - Date     Condition        Report By
 AI1485  HISTORY     - 1997     MONUMENTED       MNDT
 AI1485  HISTORY     - 20170905 GOOD             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.
 AI1485
 AI1485                          STATION RECOVERY (2017)
 AI1485
 AI1485'RECOVERY NOTE BY MN DEPT OF TRANSP 2017 (KMS)
 AI1485'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 AE9368 ***********************************************************************
 AE9368  DESIGNATION -  0912 N
 AE9368  PID         -  AE9368
 AE9368  STATE/COUNTY-  MN/CARLTON
 AE9368  COUNTRY     -  US
 AE9368  USGS QUAD   -  HEIKKILA CREEK (2019)
 AE9368
 AE9368                         *CURRENT SURVEY CONTROL
 AE9368  ______________________________________________________________________
 AE9368* NAD 83(2011) POSITION- 46 30 20.60686(N) 092 54 01.01715(W)   ADJUSTED
 AE9368* NAD 83(2011) ELLIP HT-   336.033 (meters)        (06/27/12)   ADJUSTED
 AE9368* NAD 83(2011) EPOCH   -  2010.00
 AE9368* NAVD 88 ORTHO HEIGHT -   363.968 (meters)     1194.12  (feet) ADJUSTED
 AE9368  ______________________________________________________________________
 AE9368  GEOID HEIGHT    -        -27.947 (meters)                     GEOID18
 AE9368  NAD 83(2011) X  -   -222,526.492 (meters)                     COMP
 AE9368  NAD 83(2011) Y  - -4,392,309.031 (meters)                     COMP
 AE9368  NAD 83(2011) Z  -  4,604,362.149 (meters)                     COMP
 AE9368  LAPLACE CORR    -         -0.36  (seconds)                    DEFLEC18
 AE9368  DYNAMIC HEIGHT  -        363.990 (meters)     1194.19  (feet) COMP
 AE9368  MODELED GRAVITY -    980,664.7   (mgal)                       NAVD 88
 AE9368
 AE9368  VERT ORDER      -  SECOND    CLASS I
 AE9368
 AE9368  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AE9368  Standards:
 AE9368         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AE9368            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AE9368  -------------------------------------------------------------------
 AE9368  NETWORK    0.50   0.86           0.24   0.14   0.44     -0.02982408
 AE9368  -------------------------------------------------------------------
 AE9368  Click here for local accuracies and other accuracy information.
 AE9368
 AE9368.The horizontal coordinates were established by GPS observations
 AE9368.and adjusted by the National Geodetic Survey in June 2012.
 AE9368
 AE9368.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AE9368.been affixed to the stable North American tectonic plate. See 
 AE9368.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AE9368
 AE9368.The horizontal coordinates are valid at the epoch date displayed above
 AE9368.which is a decimal equivalence of Year/Month/Day.
 AE9368
 AE9368.The orthometric height was determined by differential leveling and
 AE9368.adjusted by the NATIONAL GEODETIC SURVEY
 AE9368.in April 2021.
 AE9368
 AE9368.Significant digits in the geoid height do not necessarily reflect accuracy.
 AE9368.GEOID18 height accuracy estimate available here.
 AE9368
 AE9368.Click photographs - Photos may exist for this 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 DEFLEC18 derived deflections.
 AE9368
 AE9368.The ellipsoidal height was determined by GPS observations
 AE9368.and is referenced to NAD 83.
 AE9368
 AE9368.The dynamic height is computed by dividing the NAVD 88
 AE9368.geopotential number by the normal gravity value computed on the
 AE9368.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE9368.degrees latitude (g = 980.6199 gals.).
 AE9368
 AE9368.The modeled gravity was interpolated from observed gravity values.
 AE9368
 AE9368. The following values were computed from the NAD 83(2011) position.
 AE9368
 AE9368;                    North         East     Units Scale Factor Converg.
 AE9368;SPC MN C     -   268,238.831   903,584.306   MT  0.99992646   +0 58 34.9
 AE9368;SPC MN C     -   880,046.90  2,964,509.51   sFT  0.99992646   +0 58 34.9
 AE9368;UTM  15      - 5,150,244.237   507,650.706   MT  0.99960072   +0 04 20.4
 AE9368
 AE9368!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AE9368!SPC MN C     -   0.99994733  x   0.99992646  =   0.99987379
 AE9368!UTM  15      -   0.99994733  x   0.99960072  =   0.99954807
 AE9368
 AE9368:                Primary Azimuth Mark                     Grid Az
 AE9368:SPC MN C     -  0912 L                                   338 58 19.9
 AE9368:UTM  15      -  0912 L                                   339 52 34.4
 AE9368
 AE9368_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWM0765050244(NAD 83)
 AE9368
 AE9368|---------------------------------------------------------------------|
 AE9368| PID    Reference Object                     Distance      Geod. Az  |
 AE9368|                                                           dddmmss.s |
 AE9368| AE9367 0912 L                              APPROX. 1.7 KM 3395654.8 |
 AE9368|---------------------------------------------------------------------|
 AE9368
 AE9368                          SUPERSEDED SURVEY CONTROL
 AE9368
 AE9368  NAD 83(2007)-  46 30 20.60696(N)    092 54 01.01797(W) AD(2002.00) 0
 AE9368  ELLIP H (02/10/07)  336.064  (m)                       GP(2002.00)    
 AE9368  NAD 83(1996)-  46 30 20.60688(N)    092 54 01.01766(W) AD(       ) 1
 AE9368  ELLIP H (05/11/98)  336.109  (m)                       GP(       ) 4 1
 AE9368  NAVD 88 (08/09/00)  363.971  (m)         1194.13   (f) SUPERSEDED  2 1
 AE9368  NAVD 88             363.98   (m)         1194.2    (f) LEVELING    3  
 AE9368
 AE9368.Superseded values are not recommended for survey control.
 AE9368
 AE9368.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE9368.See file dsdata.pdf to determine how the superseded data were derived.
 AE9368
 AE9368_MARKER: DD = SURVEY DISK
 AE9368_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 AE9368+WITH SETTING: INFORMATION.
 AE9368_STAMPING: 0912 N 1997
 AE9368_MARK LOGO: MNDT
 AE9368_PROJECTION: FLUSH
 AE9368_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AE9368_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AE9368_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE9368+SATELLITE: SATELLITE OBSERVATIONS - December 26, 2017
 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  HISTORY     - 20170905 GOOD             MNDT
 AE9368  HISTORY     - 20171226 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.
 AE9368
 AE9368                          STATION RECOVERY (2017)
 AE9368
 AE9368'RECOVERY NOTE BY MN DEPT OF TRANSP 2017 (KMS)
 AE9368'RECOVERED AS DESCRIBED.
 AE9368
 AE9368                          STATION RECOVERY (2017)
 AE9368
 AE9368'RECOVERY NOTE BY MN DEPT OF TRANSP 2017 (BDH)
 AE9368'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DR5221 ***********************************************************************
 DR5221  DESIGNATION -  0912 P RESET
 DR5221  PID         -  DR5221
 DR5221  STATE/COUNTY-  MN/CARLTON
 DR5221  COUNTRY     -  US
 DR5221  USGS QUAD   -  HEIKKILA CREEK (2019)
 DR5221
 DR5221                         *CURRENT SURVEY CONTROL
 DR5221  ______________________________________________________________________
 DR5221* NAD 83(1986) POSITION- 46 30 00.30   (N) 092 52 35.85   (W)   HD_HELD1
 DR5221* NAVD 88 ORTHO HEIGHT -   364.774 (meters)     1196.76  (feet) ADJUSTED
 DR5221  ______________________________________________________________________
 DR5221  GEOID HEIGHT    -        -27.952 (meters)                     GEOID18
 DR5221  DYNAMIC HEIGHT  -        364.795 (meters)     1196.83  (feet) COMP
 DR5221  MODELED GRAVITY -    980,661.5   (mgal)                       NAVD 88
 DR5221
 DR5221  VERT ORDER      -  SECOND    CLASS I
 DR5221
 DR5221.The horizontal coordinates were determined by differentially corrected
 DR5221.hand held GPS observations or other comparable positioning techniques
 DR5221.and have an estimated accuracy of +/- 3 meters.
 DR5221
 DR5221.The orthometric height was determined by differential leveling and
 DR5221.adjusted by the NATIONAL GEODETIC SURVEY
 DR5221.in April 2021.
 DR5221
 DR5221.Significant digits in the geoid height do not necessarily reflect accuracy.
 DR5221.GEOID18 height accuracy estimate available here.
 DR5221
 DR5221.Click photographs - Photos may exist for this station.
 DR5221
 DR5221.The dynamic height is computed by dividing the NAVD 88
 DR5221.geopotential number by the normal gravity value computed on the
 DR5221.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DR5221.degrees latitude (g = 980.6199 gals.).
 DR5221
 DR5221.The modeled gravity was interpolated from observed gravity values.
 DR5221
 DR5221;                    North         East    Units  Estimated Accuracy
 DR5221;SPC MN C     -   267,643.1     905,410.6     MT  (+/- 3 meters HH1 GPS) 
 DR5221
 DR5221_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWM0946649620(NAD 83)
 DR5221
 DR5221                          SUPERSEDED SURVEY CONTROL
 DR5221
 DR5221.No superseded survey control is available for this station.
 DR5221
 DR5221_MARKER: I = METAL ROD
 DR5221_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DR5221_STAMPING: 0912 P RESET 2017
 DR5221_MARK LOGO: MNDT
 DR5221_PROJECTION: RECESSED 8 CENTIMETERS
 DR5221_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DR5221_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DR5221_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DR5221+SATELLITE: SATELLITE OBSERVATIONS - September 05, 2017
 DR5221_ROD/PIPE-DEPTH: 6.7 meters
 DR5221
 DR5221  HISTORY     - Date     Condition        Report By
 DR5221  HISTORY     - 20170905 MONUMENTED       MNDT
 DR5221
 DR5221                          STATION DESCRIPTION
 DR5221
 DR5221'DESCRIBED BY MN DEPT OF TRANSP 2017
 DR5221'THE MARK IS LOCATED ABOUT 1.0 MI (1.6 KM) NORTH OF KETTLE RIVER.
 DR5221'
 DR5221'TO REACH THE MARK GO 1.1 MI (1.8 KM) NORTH ALONG TRUNK HIGHWAY 73 FROM
 DR5221'THE JUNCTION OF TRUNK HIGHWAY 73 AND COUNTY ROAD 12 IN KETTLE RIVER,
 DR5221'AT TRUNK HIGHWAY 73 MILE POINT 10.5.
 DR5221'
 DR5221'THE MARK IS 98.0 FT (29.9 M) EAST OF TRUNK HIGHWAY 73, 163 FT (49.7 M)
 DR5221'SOUTH OF DRIVEWAY NUMBER 3780, 143.3 FT (43.7 M) SOUTH-SOUTHEAST OF A
 DR5221'POLE WITH A GUY WIRE, 2.4 FT (0.7 M) SOUTH OF A WITNESS POST.
 DR5221'
 DR5221'NOTE-THE STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM ROD
 DR5221'DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION REMOVABLE DISK
 DR5221'SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH PVC
 DR5221'PIPE BACK FILLED WITH WASHED SAND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 AI1486 ***********************************************************************
 AI1486  DESIGNATION -  0912 Q
 AI1486  PID         -  AI1486
 AI1486  STATE/COUNTY-  MN/CARLTON
 AI1486  COUNTRY     -  US
 AI1486  USGS QUAD   -  KETTLE RIVER (2019)
 AI1486
 AI1486                         *CURRENT SURVEY CONTROL
 AI1486  ______________________________________________________________________
 AI1486* NAD 83(1986) POSITION- 46 29 18.81   (N) 092 52 37.35   (W)   HD_HELD1
 AI1486* NAVD 88 ORTHO HEIGHT -   361.613 (meters)     1186.39  (feet) ADJUSTED
 AI1486  ______________________________________________________________________
 AI1486  GEOID HEIGHT    -        -27.953 (meters)                     GEOID18
 AI1486  DYNAMIC HEIGHT  -        361.632 (meters)     1186.45  (feet) COMP
 AI1486  MODELED GRAVITY -    980,656.5   (mgal)                       NAVD 88
 AI1486
 AI1486  VERT ORDER      -  SECOND    CLASS I
 AI1486
 AI1486.The horizontal coordinates were determined by differentially corrected
 AI1486.hand held GPS observations or other comparable positioning techniques
 AI1486.and have an estimated accuracy of +/- 3 meters.
 AI1486
 AI1486.The orthometric height was determined by differential leveling and
 AI1486.adjusted by the NATIONAL GEODETIC SURVEY
 AI1486.in April 2021.
 AI1486
 AI1486.Significant digits in the geoid height do not necessarily reflect accuracy.
 AI1486.GEOID18 height accuracy estimate available here.
 AI1486
 AI1486.Click photographs - Photos may exist for this station.
 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     -   266,361.7     905,400.8     MT  (+/- 3 meters HH1 GPS) 
 AI1486
 AI1486_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWM0943648339(NAD 83)
 AI1486
 AI1486                          SUPERSEDED SURVEY CONTROL
 AI1486
 AI1486  NAVD 88 (08/09/00)  361.619  (m)         1186.41   (f) SUPERSEDED  2 1
 AI1486
 AI1486.Superseded values are not recommended for survey control.
 AI1486
 AI1486.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI1486.See file dsdata.pdf to determine how the superseded data were derived.
 AI1486
 AI1486_MARKER: DD = SURVEY DISK
 AI1486_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AI1486_SP_SET: FOOTING
 AI1486_STAMPING: 0912 Q 1997
 AI1486_MARK LOGO: MNDT
 AI1486_MAGNETIC: N = NO MAGNETIC MATERIAL
 AI1486_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AI1486_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AI1486+SATELLITE: SATELLITE OBSERVATIONS - September 05, 2017
 AI1486
 AI1486  HISTORY     - Date     Condition        Report By
 AI1486  HISTORY     - 1997     MONUMENTED       MNDT
 AI1486  HISTORY     - 20080803 GOOD             GEOCAC
 AI1486  HISTORY     - 20170905 GOOD             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.
 AI1486
 AI1486                          STATION RECOVERY (2008)
 AI1486
 AI1486'RECOVERY NOTE BY GEOCACHING 2008 (JGH)
 AI1486'RECOVERED AS DESCRIBED AND IN GOOD CONDITION.
 AI1486
 AI1486                          STATION RECOVERY (2017)
 AI1486
 AI1486'RECOVERY NOTE BY MN DEPT OF TRANSP 2017 (KMS)
 AI1486'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 AE9370 ***********************************************************************
 AE9370  DESIGNATION -  0912 R
 AE9370  PID         -  AE9370
 AE9370  STATE/COUNTY-  MN/CARLTON
 AE9370  COUNTRY     -  US
 AE9370  USGS QUAD   -  MOOSE LAKE (2019)
 AE9370
 AE9370                         *CURRENT SURVEY CONTROL
 AE9370  ______________________________________________________________________
 AE9370* NAD 83(2011) POSITION- 46 27 30.27479(N) 092 52 10.66765(W)   ADJUSTED
 AE9370* NAD 83(2011) ELLIP HT-   322.610 (meters)        (06/27/12)   ADJUSTED
 AE9370* NAD 83(2011) EPOCH   -  2010.00
 AE9370* NAVD 88 ORTHO HEIGHT -   350.552 (meters)     1150.10  (feet) ADJUSTED
 AE9370  ______________________________________________________________________
 AE9370  GEOID HEIGHT    -        -27.950 (meters)                     GEOID18
 AE9370  NAD 83(2011) X  -   -220,367.110 (meters)                     COMP
 AE9370  NAD 83(2011) Y  - -4,396,227.615 (meters)                     COMP
 AE9370  NAD 83(2011) Z  -  4,600,730.626 (meters)                     COMP
 AE9370  LAPLACE CORR    -         -0.89  (seconds)                    DEFLEC18
 AE9370  DYNAMIC HEIGHT  -        350.568 (meters)     1150.16  (feet) COMP
 AE9370  MODELED GRAVITY -    980,648.5   (mgal)                       NAVD 88
 AE9370
 AE9370  VERT ORDER      -  SECOND    CLASS I
 AE9370
 AE9370  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AE9370  Standards:
 AE9370         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AE9370            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AE9370  -------------------------------------------------------------------
 AE9370  NETWORK    0.57   0.96           0.27   0.18   0.49     -0.05093081
 AE9370  -------------------------------------------------------------------
 AE9370  Click here for local accuracies and other accuracy information.
 AE9370
 AE9370.The horizontal coordinates were established by GPS observations
 AE9370.and adjusted by the National Geodetic Survey in June 2012.
 AE9370
 AE9370.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AE9370.been affixed to the stable North American tectonic plate. See 
 AE9370.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AE9370
 AE9370.The horizontal coordinates are valid at the epoch date displayed above
 AE9370.which is a decimal equivalence of Year/Month/Day.
 AE9370
 AE9370.The orthometric height was determined by differential leveling and
 AE9370.adjusted by the NATIONAL GEODETIC SURVEY
 AE9370.in April 2021.
 AE9370
 AE9370.Significant digits in the geoid height do not necessarily reflect accuracy.
 AE9370.GEOID18 height accuracy estimate available here.
 AE9370
 AE9370.Click photographs - Photos may exist for this station.
 AE9370
 AE9370.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AE9370
 AE9370.The Laplace correction was computed from DEFLEC18 derived deflections.
 AE9370
 AE9370.The ellipsoidal height was determined by GPS observations
 AE9370.and is referenced to NAD 83.
 AE9370
 AE9370.The dynamic height is computed by dividing the NAVD 88
 AE9370.geopotential number by the normal gravity value computed on the
 AE9370.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE9370.degrees latitude (g = 980.6199 gals.).
 AE9370
 AE9370.The modeled gravity was interpolated from observed gravity values.
 AE9370
 AE9370. The following values were computed from the NAD 83(2011) position.
 AE9370
 AE9370;                    North         East     Units Scale Factor Converg.
 AE9370;SPC MN C     -   263,021.055   906,028.164   MT  0.99992434   +0 59 54.8
 AE9370;SPC MN C     -   862,928.24  2,972,527.40   sFT  0.99992434   +0 59 54.8
 AE9370;UTM  15      - 5,144,990.257   510,011.168   MT  0.99960123   +0 05 40.2
 AE9370
 AE9370!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AE9370!SPC MN C     -   0.99994943  x   0.99992434  =   0.99987377
 AE9370!UTM  15      -   0.99994943  x   0.99960123  =   0.99955068
 AE9370
 AE9370_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWM1001144990(NAD 83)
 AE9370
 AE9370                          SUPERSEDED SURVEY CONTROL
 AE9370
 AE9370  NAD 83(2007)-  46 27 30.27489(N)    092 52 10.66846(W) AD(2002.00) 0
 AE9370  ELLIP H (02/10/07)  322.642  (m)                       GP(2002.00)    
 AE9370  NAD 83(1996)-  46 27 30.27478(N)    092 52 10.66816(W) AD(       ) 1
 AE9370  ELLIP H (05/11/98)  322.685  (m)                       GP(       ) 4 1
 AE9370  NAVD 88 (08/09/00)  350.560  (m)         1150.13   (f) SUPERSEDED  2 1
 AE9370  NAVD 88             350.56   (m)         1150.1    (f) LEVELING    3  
 AE9370
 AE9370.Superseded values are not recommended for survey control.
 AE9370
 AE9370.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE9370.See file dsdata.pdf to determine how the superseded data were derived.
 AE9370
 AE9370_MARKER: DD = SURVEY DISK
 AE9370_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 AE9370_STAMPING: 0912 R 1997
 AE9370_MARK LOGO: MNDT
 AE9370_PROJECTION: FLUSH
 AE9370_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AE9370_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AE9370_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AE9370+SATELLITE: SATELLITE OBSERVATIONS - September 05, 2017
 AE9370_ROD/PIPE-DEPTH: 4.6 meters
 AE9370
 AE9370  HISTORY     - Date     Condition        Report By
 AE9370  HISTORY     - 1997     MONUMENTED       MNDT
 AE9370  HISTORY     - 19970701 GOOD             MNDT
 AE9370  HISTORY     - 20080803 GOOD             GEOCAC
 AE9370  HISTORY     - 20170905 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.
 AE9370
 AE9370                          STATION RECOVERY (2008)
 AE9370
 AE9370'RECOVERY NOTE BY GEOCACHING 2008 (JGH)
 AE9370'RECOVERED AS DESCRIBED.
 AE9370
 AE9370                          STATION RECOVERY (2017)
 AE9370
 AE9370'RECOVERY NOTE BY MN DEPT OF TRANSP 2017 (KMS)
 AE9370'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DR5225 ***********************************************************************
 DR5225  DESIGNATION -  0912 S
 DR5225  PID         -  DR5225
 DR5225  STATE/COUNTY-  MN/CARLTON
 DR5225  COUNTRY     -  US
 DR5225  USGS QUAD   -  MOOSE LAKE (2019)
 DR5225
 DR5225                         *CURRENT SURVEY CONTROL
 DR5225  ______________________________________________________________________
 DR5225* NAD 83(1986) POSITION- 46 27 18.39   (N) 092 51 46.45   (W)   HD_HELD1
 DR5225* NAVD 88 ORTHO HEIGHT -   340.504 (meters)     1117.14  (feet) ADJUSTED
 DR5225  ______________________________________________________________________
 DR5225  GEOID HEIGHT    -        -27.949 (meters)                     GEOID18
 DR5225  DYNAMIC HEIGHT  -        340.518 (meters)     1117.18  (feet) COMP
 DR5225  MODELED GRAVITY -    980,648.1   (mgal)                       NAVD 88
 DR5225
 DR5225  VERT ORDER      -  SECOND    CLASS I
 DR5225
 DR5225.The horizontal coordinates were determined by differentially corrected
 DR5225.hand held GPS observations or other comparable positioning techniques
 DR5225.and have an estimated accuracy of +/- 3 meters.
 DR5225
 DR5225.The orthometric height was determined by differential leveling and
 DR5225.adjusted by the NATIONAL GEODETIC SURVEY
 DR5225.in April 2021.
 DR5225
 DR5225.Significant digits in the geoid height do not necessarily reflect accuracy.
 DR5225.GEOID18 height accuracy estimate available here.
 DR5225
 DR5225.Click photographs - Photos may exist for this station.
 DR5225
 DR5225.The dynamic height is computed by dividing the NAVD 88
 DR5225.geopotential number by the normal gravity value computed on the
 DR5225.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DR5225.degrees latitude (g = 980.6199 gals.).
 DR5225
 DR5225.The modeled gravity was interpolated from observed gravity values.
 DR5225
 DR5225;                    North         East    Units  Estimated Accuracy
 DR5225;SPC MN C     -   262,663.2     906,551.3     MT  (+/- 3 meters HH1 GPS) 
 DR5225
 DR5225_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWM1052844624(NAD 83)
 DR5225
 DR5225                          SUPERSEDED SURVEY CONTROL
 DR5225
 DR5225.No superseded survey control is available for this station.
 DR5225
 DR5225_MARKER: F = FLANGE-ENCASED ROD
 DR5225_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DR5225_STAMPING: 0912 S 2017
 DR5225_MARK LOGO: MNDT
 DR5225_PROJECTION: RECESSED 5 CENTIMETERS
 DR5225_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DR5225_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DR5225_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DR5225+SATELLITE: SATELLITE OBSERVATIONS - October 05, 2017
 DR5225_ROD/PIPE-DEPTH: 3.4 meters
 DR5225
 DR5225  HISTORY     - Date     Condition        Report By
 DR5225  HISTORY     - 20171005 MONUMENTED       MNDT
 DR5225
 DR5225                          STATION DESCRIPTION
 DR5225
 DR5225'DESCRIBED BY MN DEPT OF TRANSP 2017
 DR5225'THE MARK IS LOCATED ABOUT 5.0 MI (8.0 KM) WEST OF MOOSE LAKE.
 DR5225'
 DR5225'TO REACH THE MARK AT THE JUNCTION OF TRUNK HIGHWAY 73 AND TRUNK
 DR5225'HIGHWAY 27 (THE JUNCTION IS 5.0 MI (8.0 KM) WEST OF MOOSE LAKE), AT
 DR5225'TRUNK HIGHWAY 27 MILE POINT 7.1.
 DR5225'
 DR5225'THE MARK IS 61.1 FT (18.6 M) SOUTH OF TRUNK HIGHWAY 73, 79.6 FT (24.3
 DR5225'M) NORTHWEST OF TRUNK HIGHWAY 27, 20.5 FT (6.2 M) NORTHEAST OF A POWER
 DR5225'POLE WITH GUY WIRE, 1.5 FT (0.5 M) NORTH OF A WITNESS POST.
 DR5225'
 DR5225'NOTE-THE STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM ROD
 DR5225'DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION REMOVABLE DISK
 DR5225'SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH PVC
 DR5225'PIPE BACK FILLED WITH WASHED SAND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DR5222 ***********************************************************************
 DR5222  DESIGNATION -  0912 T
 DR5222  PID         -  DR5222
 DR5222  STATE/COUNTY-  MN/CARLTON
 DR5222  COUNTRY     -  US
 DR5222  USGS QUAD   -  KETTLE RIVER (2019)
 DR5222
 DR5222                         *CURRENT SURVEY CONTROL
 DR5222  ______________________________________________________________________
 DR5222* NAD 83(1986) POSITION- 46 29 18.29   (N) 092 52 39.73   (W)   HD_HELD1
 DR5222* NAVD 88 ORTHO HEIGHT -   359.962 (meters)     1180.98  (feet) ADJUSTED
 DR5222  ______________________________________________________________________
 DR5222  GEOID HEIGHT    -        -27.953 (meters)                     GEOID18
 DR5222  DYNAMIC HEIGHT  -        359.981 (meters)     1181.04  (feet) COMP
 DR5222  MODELED GRAVITY -    980,656.4   (mgal)                       NAVD 88
 DR5222
 DR5222  VERT ORDER      -  SECOND    CLASS I
 DR5222
 DR5222.The horizontal coordinates were determined by differentially corrected
 DR5222.hand held GPS observations or other comparable positioning techniques
 DR5222.and have an estimated accuracy of +/- 3 meters.
 DR5222
 DR5222.The orthometric height was determined by differential leveling and
 DR5222.adjusted by the NATIONAL GEODETIC SURVEY
 DR5222.in April 2021.
 DR5222
 DR5222.Significant digits in the geoid height do not necessarily reflect accuracy.
 DR5222.GEOID18 height accuracy estimate available here.
 DR5222
 DR5222.Click photographs - Photos may exist for this station.
 DR5222
 DR5222.The dynamic height is computed by dividing the NAVD 88
 DR5222.geopotential number by the normal gravity value computed on the
 DR5222.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DR5222.degrees latitude (g = 980.6199 gals.).
 DR5222
 DR5222.The modeled gravity was interpolated from observed gravity values.
 DR5222
 DR5222;                    North         East    Units  Estimated Accuracy
 DR5222;SPC MN C     -   266,344.8     905,350.4     MT  (+/- 3 meters HH1 GPS) 
 DR5222
 DR5222_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWM0938648323(NAD 83)
 DR5222
 DR5222                          SUPERSEDED SURVEY CONTROL
 DR5222
 DR5222.No superseded survey control is available for this station.
 DR5222
 DR5222_MARKER: F = FLANGE-ENCASED ROD
 DR5222_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DR5222_STAMPING: 0912 T 2017
 DR5222_MARK LOGO: MNDT
 DR5222_PROJECTION: RECESSED 5 CENTIMETERS
 DR5222_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DR5222_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DR5222_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DR5222+SATELLITE: SATELLITE OBSERVATIONS - October 10, 2017
 DR5222_ROD/PIPE-DEPTH: 7.6 meters
 DR5222
 DR5222  HISTORY     - Date     Condition        Report By
 DR5222  HISTORY     - 20171010 MONUMENTED       MNDT
 DR5222
 DR5222                          STATION DESCRIPTION
 DR5222
 DR5222'DESCRIBED BY MN DEPT OF TRANSP 2017
 DR5222'THE MARK IS LOCATED ABOUT IN KETTLE RIVER.
 DR5222'
 DR5222'TO REACH THE MARK GO 0.25 MI (0.40 KM) NORTH ALONG TRUNK HIGHWAY 73
 DR5222'FROM THE JUNCTION OF TRUNK HIGHWAY 73 AND COUNTY ROAD 12 IN KETTLE
 DR5222'RIVER, AT TRUNK HIGHWAY 73 MILE POINT 9.9.
 DR5222'
 DR5222'THE MARK IS 52.5 FT (16.0 M) WEST OF TRUNK HIGHWAY 73, 209.4 FT (63.8
 DR5222'M) NORTH OF SOO LINE ROAD, 31.3 FT (9.5 M) NORTH OF A BIKE TRAIL, 5.8
 DR5222'FT (1.8 M) SOUTH-SOUTHEAST OF CABLE BOX NUMBER C2, 1.5 FT (0.5 M) EAST
 DR5222'OF A WITNESS POST.
 DR5222'
 DR5222'NOTE-THE STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM ROD
 DR5222'DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION REMOVABLE DISK
 DR5222'SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH PVC
 DR5222'PIPE BACK FILLED WITH WASHED SAND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DR5219 ***********************************************************************
 DR5219  DESIGNATION -  0912 U
 DR5219  PID         -  DR5219
 DR5219  STATE/COUNTY-  MN/CARLTON
 DR5219  COUNTRY     -  US
 DR5219  USGS QUAD   -  HEIKKILA CREEK (2019)
 DR5219
 DR5219                         *CURRENT SURVEY CONTROL
 DR5219  ______________________________________________________________________
 DR5219* NAD 83(1986) POSITION- 46 30 30.21   (N) 092 54 15.58   (W)   HD_HELD1
 DR5219* NAVD 88 ORTHO HEIGHT -   362.013 (meters)     1187.70  (feet) ADJUSTED
 DR5219  ______________________________________________________________________
 DR5219  GEOID HEIGHT    -        -27.946 (meters)                     GEOID18
 DR5219  DYNAMIC HEIGHT  -        362.035 (meters)     1187.78  (feet) COMP
 DR5219  MODELED GRAVITY -    980,665.4   (mgal)                       NAVD 88
 DR5219
 DR5219  VERT ORDER      -  SECOND    CLASS I
 DR5219
 DR5219.The horizontal coordinates were determined by differentially corrected
 DR5219.hand held GPS observations or other comparable positioning techniques
 DR5219.and have an estimated accuracy of +/- 3 meters.
 DR5219
 DR5219.The orthometric height was determined by differential leveling and
 DR5219.adjusted by the NATIONAL GEODETIC SURVEY
 DR5219.in April 2021.
 DR5219
 DR5219.Significant digits in the geoid height do not necessarily reflect accuracy.
 DR5219.GEOID18 height accuracy estimate available here.
 DR5219
 DR5219.Click photographs - Photos may exist for this station.
 DR5219
 DR5219.The dynamic height is computed by dividing the NAVD 88
 DR5219.geopotential number by the normal gravity value computed on the
 DR5219.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DR5219.degrees latitude (g = 980.6199 gals.).
 DR5219
 DR5219.The modeled gravity was interpolated from observed gravity values.
 DR5219
 DR5219;                    North         East    Units  Estimated Accuracy
 DR5219;SPC MN C     -   268,530.0     903,268.8     MT  (+/- 3 meters HH1 GPS) 
 DR5219
 DR5219_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWM0733950540(NAD 83)
 DR5219
 DR5219                          SUPERSEDED SURVEY CONTROL
 DR5219
 DR5219.No superseded survey control is available for this station.
 DR5219
 DR5219_MARKER: F = FLANGE-ENCASED ROD
 DR5219_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DR5219_STAMPING: 0912 U 2017
 DR5219_MARK LOGO: MNDT
 DR5219_PROJECTION: RECESSED 5 CENTIMETERS
 DR5219_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DR5219_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DR5219_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DR5219+SATELLITE: SATELLITE OBSERVATIONS - October 09, 2017
 DR5219_ROD/PIPE-DEPTH: 12.2 meters
 DR5219
 DR5219  HISTORY     - Date     Condition        Report By
 DR5219  HISTORY     - 20171009 MONUMENTED       MNDT
 DR5219
 DR5219                          STATION DESCRIPTION
 DR5219
 DR5219'DESCRIBED BY MN DEPT OF TRANSP 2017
 DR5219'THE MARK IS LOCATED ABOUT 1.85 MI (2.98 KM) NORTH-NORTHWEST OF KETTLE
 DR5219'RIVER.
 DR5219'
 DR5219'TO REACH THE MARK GO 2.65 MI (4.26 KM) NORTH ALONG TRUNK HIGHWAY 73
 DR5219'FROM THE JUNCTION OF TRUNK HIGHWAY 73 AND COUNTY ROAD 12 IN KETTLE
 DR5219'RIVER, AT TRUNK HIGHWAY 73 MILE POINT 12.35.
 DR5219'
 DR5219'THE MARK IS LOCATED 35.4 FT (10.8 M) NORTHEAST OF TRUNK HIGHWAY 73,
 DR5219'10.3 FT (3.1 M) NORTHEAST OF A GUARD RAIL, 1.5 FT (0.5 M) SOUTHWEST OF
 DR5219'A WITNESS POST.
 DR5219'
 DR5219'NOTE-THE STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM ROD
 DR5219'DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION REMOVABLE DISK
 DR5219'SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH PVC
 DR5219'PIPE BACK FILLED WITH WASHED SAND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DR5218 ***********************************************************************
 DR5218  DESIGNATION -  0912 V
 DR5218  PID         -  DR5218
 DR5218  STATE/COUNTY-  MN/CARLTON
 DR5218  COUNTRY     -  US
 DR5218  USGS QUAD   -  HEIKKILA CREEK (2019)
 DR5218
 DR5218                         *CURRENT SURVEY CONTROL
 DR5218  ______________________________________________________________________
 DR5218* NAD 83(1986) POSITION- 46 31 13.45   (N) 092 54 31.74   (W)   HD_HELD1
 DR5218* NAVD 88 ORTHO HEIGHT -   372.779 (meters)     1223.03  (feet) ADJUSTED
 DR5218  ______________________________________________________________________
 DR5218  GEOID HEIGHT    -        -27.949 (meters)                     GEOID18
 DR5218  DYNAMIC HEIGHT  -        372.804 (meters)     1223.11  (feet) COMP
 DR5218  MODELED GRAVITY -    980,668.5   (mgal)                       NAVD 88
 DR5218
 DR5218  VERT ORDER      -  SECOND    CLASS I
 DR5218
 DR5218.The horizontal coordinates were determined by differentially corrected
 DR5218.hand held GPS observations or other comparable positioning techniques
 DR5218.and have an estimated accuracy of +/- 3 meters.
 DR5218
 DR5218.The orthometric height was determined by differential leveling and
 DR5218.adjusted by the NATIONAL GEODETIC SURVEY
 DR5218.in April 2021.
 DR5218
 DR5218.Significant digits in the geoid height do not necessarily reflect accuracy.
 DR5218.GEOID18 height accuracy estimate available here.
 DR5218
 DR5218.Click photographs - Photos may exist for this station.
 DR5218
 DR5218.The dynamic height is computed by dividing the NAVD 88
 DR5218.geopotential number by the normal gravity value computed on the
 DR5218.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DR5218.degrees latitude (g = 980.6199 gals.).
 DR5218
 DR5218.The modeled gravity was interpolated from observed gravity values.
 DR5218
 DR5218;                    North         East    Units  Estimated Accuracy
 DR5218;SPC MN C     -   269,859.0     902,901.8     MT  (+/- 3 meters HH1 GPS) 
 DR5218
 DR5218_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWM0699451874(NAD 83)
 DR5218
 DR5218                          SUPERSEDED SURVEY CONTROL
 DR5218
 DR5218.No superseded survey control is available for this station.
 DR5218
 DR5218_MARKER: F = FLANGE-ENCASED ROD
 DR5218_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DR5218_STAMPING: 0912 V 2017
 DR5218_MARK LOGO: MNDT
 DR5218_PROJECTION: RECESSED 5 CENTIMETERS
 DR5218_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DR5218_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DR5218_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DR5218+SATELLITE: SATELLITE OBSERVATIONS - October 09, 2017
 DR5218_ROD/PIPE-DEPTH: 5.2 meters
 DR5218
 DR5218  HISTORY     - Date     Condition        Report By
 DR5218  HISTORY     - 20171009 MONUMENTED       MNDT
 DR5218
 DR5218                          STATION DESCRIPTION
 DR5218
 DR5218'DESCRIBED BY MN DEPT OF TRANSP 2017
 DR5218'THE MARK IS LOCATED ABOUT 2.8 MI (4.5 KM) NORTH-NORTHWEST OF KETTLE
 DR5218'RIVER.
 DR5218'
 DR5218'TO REACH THE MARK GO 3.55 MI (5.71 KM) NORTH ALONG TRUNK HIGHWAY 73
 DR5218'FROM THE JUNCTION OF TRUNK HIGHWAY 73 AND COUNTY ROAD 12 IN KETTLE
 DR5218'RIVER, AT TRUNK HIGHWAY 73 MILE POINT 13.25.
 DR5218'
 DR5218'THE MARK IS LOCATED 110.4 FT (33.6 M) WEST OF TRUNK HIGHWAY 73, 14.1
 DR5218'FT (4.3 M) NORTH OF BAAKARI ROAD, 1.5 FT (0.5 M) EAST OF A WITNESS
 DR5218'POST.
 DR5218'
 DR5218'NOTE-THE STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM ROD
 DR5218'DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION REMOVABLE DISK
 DR5218'SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH PVC
 DR5218'PIPE BACK FILLED WITH WASHED SAND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DR5213 ***********************************************************************
 DR5213  DESIGNATION -  0912 W
 DR5213  PID         -  DR5213
 DR5213  STATE/COUNTY-  MN/CARLTON
 DR5213  COUNTRY     -  US
 DR5213  USGS QUAD   -  HEIKKILA CREEK (2019)
 DR5213
 DR5213                         *CURRENT SURVEY CONTROL
 DR5213  ______________________________________________________________________
 DR5213* NAD 83(1986) POSITION- 46 33 13.30   (N) 092 54 32.27   (W)   HD_HELD1
 DR5213* NAVD 88 ORTHO HEIGHT -   381.771 (meters)     1252.53  (feet) ADJUSTED
 DR5213  ______________________________________________________________________
 DR5213  GEOID HEIGHT    -        -27.978 (meters)                     GEOID18
 DR5213  DYNAMIC HEIGHT  -        381.797 (meters)     1252.61  (feet) COMP
 DR5213  MODELED GRAVITY -    980,669.8   (mgal)                       NAVD 88
 DR5213
 DR5213  VERT ORDER      -  SECOND    CLASS I
 DR5213
 DR5213.The horizontal coordinates were determined by differentially corrected
 DR5213.hand held GPS observations or other comparable positioning techniques
 DR5213.and have an estimated accuracy of +/- 3 meters.
 DR5213
 DR5213.The orthometric height was determined by differential leveling and
 DR5213.adjusted by the NATIONAL GEODETIC SURVEY
 DR5213.in April 2021.
 DR5213
 DR5213.Significant digits in the geoid height do not necessarily reflect accuracy.
 DR5213.GEOID18 height accuracy estimate available here.
 DR5213
 DR5213.Click photographs - Photos may exist for this station.
 DR5213
 DR5213.The dynamic height is computed by dividing the NAVD 88
 DR5213.geopotential number by the normal gravity value computed on the
 DR5213.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DR5213.degrees latitude (g = 980.6199 gals.).
 DR5213
 DR5213.The modeled gravity was interpolated from observed gravity values.
 DR5213
 DR5213;                    North         East    Units  Estimated Accuracy
 DR5213;SPC MN C     -   273,558.8     902,827.8     MT  (+/- 3 meters HH1 GPS) 
 DR5213
 DR5213_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWM0697855573(NAD 83)
 DR5213
 DR5213                          SUPERSEDED SURVEY CONTROL
 DR5213
 DR5213.No superseded survey control is available for this station.
 DR5213
 DR5213_MARKER: F = FLANGE-ENCASED ROD
 DR5213_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DR5213_STAMPING: 0912 W 2017
 DR5213_MARK LOGO: MNDT
 DR5213_PROJECTION: RECESSED 5 CENTIMETERS
 DR5213_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DR5213_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DR5213_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DR5213+SATELLITE: SATELLITE OBSERVATIONS - October 01, 2017
 DR5213_ROD/PIPE-DEPTH: 8.2 meters
 DR5213
 DR5213  HISTORY     - Date     Condition        Report By
 DR5213  HISTORY     - 20171001 MONUMENTED       MNDT
 DR5213
 DR5213                          STATION DESCRIPTION
 DR5213
 DR5213'DESCRIBED BY MN DEPT OF TRANSP 2017
 DR5213'THE MARK IS LOCATED ABOUT 4.9 MI (7.9 KM) NORTH OF KETTLE RIVER.
 DR5213'
 DR5213'TO REACH THE MARK GO 5.85 MI (9.41 KM) NORTH ALONG TRUNK HIGHWAY 73
 DR5213'FROM THE JUNCTION OF TRUNK HIGHWAY 73 AND COUNTY ROAD 12 IN KETTLE
 DR5213'RIVER, AT TRUNK HIGHWAY MILE POINT 15.6.
 DR5213'
 DR5213'THE MARK IS LOCATED 75.2 FT (22.9 M) EAST OF TRUNK HIGHWAY 73, 73.3 FT
 DR5213'(22.3 M) SOUTH OF DRIVEWAY NUMBER 3030, 2.2 FT (0.7 M) WEST OF A
 DR5213'RIGHT-OF-WAY POST, 2.2 FT (0.7 M) EAST OF A WITNESS POST.
 DR5213'
 DR5213'NOTE-THE STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM ROD
 DR5213'DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION REMOVABLE DISK
 DR5213'SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH PVC
 DR5213'PIPE BACK FILLED WITH WASHED SAND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DR5211 ***********************************************************************
 DR5211  DESIGNATION -  0912 X
 DR5211  PID         -  DR5211
 DR5211  STATE/COUNTY-  MN/CARLTON
 DR5211  COUNTRY     -  US
 DR5211  USGS QUAD   -  HEIKKILA CREEK (2019)
 DR5211
 DR5211                         *CURRENT SURVEY CONTROL
 DR5211  ______________________________________________________________________
 DR5211* NAD 83(1986) POSITION- 46 34 30.61   (N) 092 54 30.95   (W)   HD_HELD1
 DR5211* NAVD 88 ORTHO HEIGHT -   391.894 (meters)     1285.74  (feet) ADJUSTED
 DR5211  ______________________________________________________________________
 DR5211  GEOID HEIGHT    -        -28.013 (meters)                     GEOID18
 DR5211  DYNAMIC HEIGHT  -        391.921 (meters)     1285.83  (feet) COMP
 DR5211  MODELED GRAVITY -    980,669.6   (mgal)                       NAVD 88
 DR5211
 DR5211  VERT ORDER      -  SECOND    CLASS I
 DR5211
 DR5211.The horizontal coordinates were determined by differentially corrected
 DR5211.hand held GPS observations or other comparable positioning techniques
 DR5211.and have an estimated accuracy of +/- 3 meters.
 DR5211
 DR5211.The orthometric height was determined by differential leveling and
 DR5211.adjusted by the NATIONAL GEODETIC SURVEY
 DR5211.in April 2021.
 DR5211
 DR5211.Significant digits in the geoid height do not necessarily reflect accuracy.
 DR5211.GEOID18 height accuracy estimate available here.
 DR5211
 DR5211.Click photographs - Photos may exist for this station.
 DR5211
 DR5211.The dynamic height is computed by dividing the NAVD 88
 DR5211.geopotential number by the normal gravity value computed on the
 DR5211.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DR5211.degrees latitude (g = 980.6199 gals.).
 DR5211
 DR5211.The modeled gravity was interpolated from observed gravity values.
 DR5211
 DR5211;                    North         East    Units  Estimated Accuracy
 DR5211;SPC MN C     -   275,946.0     902,815.5     MT  (+/- 3 meters HH1 GPS) 
 DR5211
 DR5211_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWM0700357960(NAD 83)
 DR5211
 DR5211                          SUPERSEDED SURVEY CONTROL
 DR5211
 DR5211.No superseded survey control is available for this station.
 DR5211
 DR5211_MARKER: F = FLANGE-ENCASED ROD
 DR5211_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DR5211_STAMPING: 0912 X 2017
 DR5211_MARK LOGO: MNDT
 DR5211_PROJECTION: RECESSED 5 CENTIMETERS
 DR5211_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DR5211_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DR5211_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DR5211+SATELLITE: SATELLITE OBSERVATIONS - October 09, 2017
 DR5211_ROD/PIPE-DEPTH: 11.6 meters
 DR5211
 DR5211  HISTORY     - Date     Condition        Report By
 DR5211  HISTORY     - 20171009 MONUMENTED       MNDT
 DR5211
 DR5211                          STATION DESCRIPTION
 DR5211
 DR5211'DESCRIBED BY MN DEPT OF TRANSP 2017
 DR5211'THE MARK IS LOCATED ABOUT 6.0 MI (9.7 KM) NORTH-NORTHWEST OF KETTLE
 DR5211'RIVER.
 DR5211'
 DR5211'TO REACH THE MARK GO 7.3 MI (11.7 KM) NORTH ALONG TRUNK HIGHWAY 73
 DR5211'FROM THE JUNCTION OF TRUNK HIGHWAY 73 AND COUNTY ROAD 12 IN KETTLE
 DR5211'RIVER, AT TRUNK HIGHWAY MILE POINT 17.05.
 DR5211'
 DR5211'THE MARK IS LOCATED 67.3 FT (20.5 M) WEST OF TRUNK HIGHWAY 73, 71.1 FT
 DR5211'(21.7 M) SOUTH OF AN ENTRANCE, 1.5 FT (0.5 M) EAST OF A WITNESS POST.
 DR5211'
 DR5211'NOTE-THE STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM ROD
 DR5211'DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION REMOVABLE DISK
 DR5211'SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH PVC
 DR5211'PIPE BACK FILLED WITH WASHED SAND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DR5206 ***********************************************************************
 DR5206  DESIGNATION -  0912 Y
 DR5206  PID         -  DR5206
 DR5206  STATE/COUNTY-  MN/CARLTON
 DR5206  COUNTRY     -  US
 DR5206  USGS QUAD   -  HEIKKILA CREEK (2019)
 DR5206
 DR5206                         *CURRENT SURVEY CONTROL
 DR5206  ______________________________________________________________________
 DR5206* NAD 83(1986) POSITION- 46 36 27.89   (N) 092 53 36.41   (W)   HD_HELD1
 DR5206* NAVD 88 ORTHO HEIGHT -   397.365 (meters)     1303.69  (feet) ADJUSTED
 DR5206  ______________________________________________________________________
 DR5206  GEOID HEIGHT    -        -28.086 (meters)                     GEOID18
 DR5206  DYNAMIC HEIGHT  -        397.392 (meters)     1303.78  (feet) COMP
 DR5206  MODELED GRAVITY -    980,668.6   (mgal)                       NAVD 88
 DR5206
 DR5206  VERT ORDER      -  SECOND    CLASS I
 DR5206
 DR5206.The horizontal coordinates were determined by differentially corrected
 DR5206.hand held GPS observations or other comparable positioning techniques
 DR5206.and have an estimated accuracy of +/- 3 meters.
 DR5206
 DR5206.The orthometric height was determined by differential leveling and
 DR5206.adjusted by the NATIONAL GEODETIC SURVEY
 DR5206.in April 2021.
 DR5206
 DR5206.Significant digits in the geoid height do not necessarily reflect accuracy.
 DR5206.GEOID18 height accuracy estimate available here.
 DR5206
 DR5206.Click photographs - Photos may exist for this station.
 DR5206
 DR5206.The dynamic height is computed by dividing the NAVD 88
 DR5206.geopotential number by the normal gravity value computed on the
 DR5206.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DR5206.degrees latitude (g = 980.6199 gals.).
 DR5206
 DR5206.The modeled gravity was interpolated from observed gravity values.
 DR5206
 DR5206;                    North         East    Units  Estimated Accuracy
 DR5206;SPC MN C     -   279,586.4     903,914.6     MT  (+/- 3 meters HH1 GPS) 
 DR5206
 DR5206_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWM0815961581(NAD 83)
 DR5206
 DR5206                          SUPERSEDED SURVEY CONTROL
 DR5206
 DR5206.No superseded survey control is available for this station.
 DR5206
 DR5206_MARKER: F = FLANGE-ENCASED ROD
 DR5206_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DR5206_STAMPING: 0912 Y 2017
 DR5206_MARK LOGO: MNDT
 DR5206_PROJECTION: RECESSED 8 CENTIMETERS
 DR5206_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DR5206_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DR5206_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DR5206+SATELLITE: SATELLITE OBSERVATIONS - October 09, 2017
 DR5206_ROD/PIPE-DEPTH: 5.5 meters
 DR5206
 DR5206  HISTORY     - Date     Condition        Report By
 DR5206  HISTORY     - 20171009 MONUMENTED       MNDT
 DR5206
 DR5206                          STATION DESCRIPTION
 DR5206
 DR5206'DESCRIBED BY MN DEPT OF TRANSP 2017
 DR5206'THE MARK IS LOCATED ABOUT 4.9 MI (7.9 KM) SOUTH OF CROMWELL.
 DR5206'
 DR5206'TO REACH THE MARK GO 5.3 MI (8.5 KM) SOUTH ALONG TRUNK HIGHWAY 73 FROM
 DR5206'THE JUNCTION OF TRUNK HIGHWAY 73 AND TRUNK HIGHWAY 210 IN CROMWELL, AT
 DR5206'TRUNK HIGHWAY 73 MILE POINT 19.9.
 DR5206'
 DR5206'THE MARK IS LOCATED 34.6 FT (10.5 M) EAST OF TRUNK HIGHWAY 73, 50.6 FT
 DR5206'(15.4 M) NORTH OF HILL ROAD, 38.7 FT (11.8 M) WEST OF THE SOUTHWEST OF
 DR5206'CORNER OF EAGLE LAKE CHURCH, 1.5 FT (0.5 M) WEST OF A WITNESS POST.
 DR5206'
 DR5206'NOTE-THE STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM ROD
 DR5206'DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION REMOVABLE DISK
 DR5206'SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH PVC
 DR5206'PIPE BACK FILLED WITH WASHED SAND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DR5203 ***********************************************************************
 DR5203  DESIGNATION -  0912 Z
 DR5203  PID         -  DR5203
 DR5203  STATE/COUNTY-  MN/CARLTON
 DR5203  COUNTRY     -  US
 DR5203  USGS QUAD   -  CROMWELL WEST (2019)
 DR5203
 DR5203                         *CURRENT SURVEY CONTROL
 DR5203  ______________________________________________________________________
 DR5203* NAD 83(1986) POSITION- 46 37 44.95   (N) 092 53 35.25   (W)   HD_HELD1
 DR5203* NAVD 88 ORTHO HEIGHT -   400.854 (meters)     1315.14  (feet) ADJUSTED
 DR5203  ______________________________________________________________________
 DR5203  GEOID HEIGHT    -        -28.142 (meters)                     GEOID18
 DR5203  DYNAMIC HEIGHT  -        400.881 (meters)     1315.22  (feet) COMP
 DR5203  MODELED GRAVITY -    980,667.7   (mgal)                       NAVD 88
 DR5203
 DR5203  VERT ORDER      -  SECOND    CLASS I
 DR5203
 DR5203.The horizontal coordinates were determined by differentially corrected
 DR5203.hand held GPS observations or other comparable positioning techniques
 DR5203.and have an estimated accuracy of +/- 3 meters.
 DR5203
 DR5203.The orthometric height was determined by differential leveling and
 DR5203.adjusted by the NATIONAL GEODETIC SURVEY
 DR5203.in April 2021.
 DR5203
 DR5203.Significant digits in the geoid height do not necessarily reflect accuracy.
 DR5203.GEOID18 height accuracy estimate available here.
 DR5203
 DR5203.Click photographs - Photos may exist for this station.
 DR5203
 DR5203.The dynamic height is computed by dividing the NAVD 88
 DR5203.geopotential number by the normal gravity value computed on the
 DR5203.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DR5203.degrees latitude (g = 980.6199 gals.).
 DR5203
 DR5203.The modeled gravity was interpolated from observed gravity values.
 DR5203
 DR5203;                    North         East    Units  Estimated Accuracy
 DR5203;SPC MN C     -   281,965.9     903,898.5     MT  (+/- 3 meters HH1 GPS) 
 DR5203
 DR5203_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWM0818163960(NAD 83)
 DR5203
 DR5203                          SUPERSEDED SURVEY CONTROL
 DR5203
 DR5203.No superseded survey control is available for this station.
 DR5203
 DR5203_MARKER: F = FLANGE-ENCASED ROD
 DR5203_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DR5203_STAMPING: 0912 Z 2017
 DR5203_MARK LOGO: MNDT
 DR5203_PROJECTION: RECESSED 5 CENTIMETERS
 DR5203_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DR5203_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DR5203_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DR5203+SATELLITE: SATELLITE OBSERVATIONS - October 09, 2017
 DR5203_ROD/PIPE-DEPTH: 5.5 meters
 DR5203
 DR5203  HISTORY     - Date     Condition        Report By
 DR5203  HISTORY     - 20171009 MONUMENTED       MNDT
 DR5203
 DR5203                          STATION DESCRIPTION
 DR5203
 DR5203'DESCRIBED BY MN DEPT OF TRANSP 2017
 DR5203'THE MARK IS LOCATED ABOUT 3.5 MI (5.6 KM) SOUTH OF CROMWELL.
 DR5203'
 DR5203'TO REACH THE MARK GO 3.8 MI (6.1 KM) SOUTH ALONG TRUNK HIGHWAY 73 FROM
 DR5203'THE JUNCTION OF TRUNK HIGHWAY 73 AND TRUNK HIGHWAY 210 IN CROMWELL, AT
 DR5203'TRUNK HIGHWAY 73 MILE POINT 21.4.
 DR5203'
 DR5203'THE MARK IS LOCATED 53.0 FT (16.2 M) EAST OF TRUNK HIGHWAY 73, 31.5 FT
 DR5203'(9.6 M) SOUTH OF TAMMI ROAD, 1.5 FT (0.5 M) WEST OF A WITNESS POST.
 DR5203'
 DR5203'NOTE -THE STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM ROD
 DR5203'DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION REMOVABLE DISK
 DR5203'SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH PVC
 DR5203'PIPE BACK FILLED WITH WASHED SAND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DQ9686 ***********************************************************************
 DQ9686  DESIGNATION -  0913 A RESET
 DQ9686  PID         -  DQ9686
 DQ9686  STATE/COUNTY-  MN/CARLTON
 DQ9686  COUNTRY     -  US
 DQ9686  USGS QUAD   -  CROMWELL WEST (2019)
 DQ9686
 DQ9686                         *CURRENT SURVEY CONTROL
 DQ9686  ______________________________________________________________________
 DQ9686* NAD 83(1986) POSITION- 46 41 38.67   (N) 092 53 00.47   (W)   HD_HELD1
 DQ9686* NAVD 88 ORTHO HEIGHT -   397.808 (meters)     1305.14  (feet) ADJUSTED
 DQ9686  ______________________________________________________________________
 DQ9686  GEOID HEIGHT    -        -28.337 (meters)                     GEOID18
 DQ9686  DYNAMIC HEIGHT  -        397.832 (meters)     1305.22  (feet) COMP
 DQ9686  MODELED GRAVITY -    980,663.0   (mgal)                       NAVD 88
 DQ9686
 DQ9686  VERT ORDER      -  SECOND    CLASS I
 DQ9686
 DQ9686.The horizontal coordinates were determined by differentially corrected
 DQ9686.hand held GPS observations or other comparable positioning techniques
 DQ9686.and have an estimated accuracy of +/- 3 meters.
 DQ9686
 DQ9686.The orthometric height was determined by differential leveling and
 DQ9686.adjusted by the NATIONAL GEODETIC SURVEY
 DQ9686.in April 2021.
 DQ9686
 DQ9686.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ9686.GEOID18 height accuracy estimate available here.
 DQ9686
 DQ9686.Click photographs - Photos may exist for this station.
 DQ9686
 DQ9686.The dynamic height is computed by dividing the NAVD 88
 DQ9686.geopotential number by the normal gravity value computed on the
 DQ9686.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ9686.degrees latitude (g = 980.6199 gals.).
 DQ9686
 DQ9686.The modeled gravity was interpolated from observed gravity values.
 DQ9686
 DQ9686;                    North         East    Units  Estimated Accuracy
 DQ9686;SPC MN C     -   289,194.1     904,513.7     MT  (+/- 3 meters HH1 GPS) 
 DQ9686
 DQ9686_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWM0891071175(NAD 83)
 DQ9686
 DQ9686                          SUPERSEDED SURVEY CONTROL
 DQ9686
 DQ9686.No superseded survey control is available for this station.
 DQ9686
 DQ9686_MARKER: I = METAL ROD
 DQ9686_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DQ9686_STAMPING: 0913 A RESET 2017
 DQ9686_MARK LOGO: MNDT
 DQ9686_PROJECTION: RECESSED 8 CENTIMETERS
 DQ9686_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DQ9686_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ9686_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ9686+SATELLITE: SATELLITE OBSERVATIONS - September 06, 2017
 DQ9686_ROD/PIPE-DEPTH: 7.6 meters
 DQ9686
 DQ9686  HISTORY     - Date     Condition        Report By
 DQ9686  HISTORY     - 20170906 MONUMENTED       MNDT
 DQ9686
 DQ9686                          STATION DESCRIPTION
 DQ9686
 DQ9686'DESCRIBED BY MN DEPT OF TRANSP 2017
 DQ9686'THE MARK IS LOCATED ABOUT 1.0 MI (1.6 KM) NORTH OF CROMWELL.
 DQ9686'
 DQ9686'TO REACH THE MARK GO 1.0 MI (1.6 KM) NORTH ALONG TRUNK HIGHWAY 73 FROM
 DQ9686'THE JUNCTION OF TRUNK HIGHWAY 73 AND TRUNK HIGHWAY 210 IN CROMWELL, AT
 DQ9686'TRUNK HIGHWAY 73 MILE POINT 26.2.
 DQ9686'
 DQ9686'THE MARK IS LOCATED 193.0 FT (58.8 M) SOUTHEAST OF TRUNK HIGHWAY 73,
 DQ9686'56.5 FT (17.2 M) NORTH OF COUNTY ROAD 122 (KROGH ROAD), 30.2 FT (9.2
 DQ9686'M) NORTH-NORTHWEST OF A POWER POLE, 2.1 FT (0.6 M) WEST OF A WITNESS
 DQ9686'POST.
 DQ9686'
 DQ9686'NOTE-THE STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM ROD
 DQ9686'DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION REMOVABLE DISK
 DQ9686'SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH PVC
 DQ9686'PIPE BACK FILLED WITH WASHED SAND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DR5196 ***********************************************************************
 DR5196  DESIGNATION -  0913 B RESET
 DR5196  PID         -  DR5196
 DR5196  STATE/COUNTY-  MN/CARLTON
 DR5196  COUNTRY     -  US
 DR5196  USGS QUAD   -  CROMWELL WEST (2019)
 DR5196
 DR5196                         *CURRENT SURVEY CONTROL
 DR5196  ______________________________________________________________________
 DR5196* NAD 83(1986) POSITION- 46 42 28.76   (N) 092 53 02.13   (W)   HD_HELD1
 DR5196* NAVD 88 ORTHO HEIGHT -   399.589 (meters)     1310.98  (feet) ADJUSTED
 DR5196  ______________________________________________________________________
 DR5196  GEOID HEIGHT    -        -28.382 (meters)                     GEOID18
 DR5196  DYNAMIC HEIGHT  -        399.613 (meters)     1311.06  (feet) COMP
 DR5196  MODELED GRAVITY -    980,661.9   (mgal)                       NAVD 88
 DR5196
 DR5196  VERT ORDER      -  SECOND    CLASS I
 DR5196
 DR5196.The horizontal coordinates were determined by differentially corrected
 DR5196.hand held GPS observations or other comparable positioning techniques
 DR5196.and have an estimated accuracy of +/- 3 meters.
 DR5196
 DR5196.The orthometric height was determined by differential leveling and
 DR5196.adjusted by the NATIONAL GEODETIC SURVEY
 DR5196.in April 2021.
 DR5196
 DR5196.Significant digits in the geoid height do not necessarily reflect accuracy.
 DR5196.GEOID18 height accuracy estimate available here.
 DR5196
 DR5196.Click photographs - Photos may exist for this station.
 DR5196
 DR5196.The dynamic height is computed by dividing the NAVD 88
 DR5196.geopotential number by the normal gravity value computed on the
 DR5196.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DR5196.degrees latitude (g = 980.6199 gals.).
 DR5196
 DR5196.The modeled gravity was interpolated from observed gravity values.
 DR5196
 DR5196;                    North         East    Units  Estimated Accuracy
 DR5196;SPC MN C     -   290,739.9     904,451.8     MT  (+/- 3 meters HH1 GPS) 
 DR5196
 DR5196_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWM0887272721(NAD 83)
 DR5196
 DR5196                          SUPERSEDED SURVEY CONTROL
 DR5196
 DR5196.No superseded survey control is available for this station.
 DR5196
 DR5196_MARKER: I = METAL ROD
 DR5196_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DR5196_STAMPING: 0913 B RESET 2017
 DR5196_MARK LOGO: MNDT
 DR5196_PROJECTION: RECESSED 8 CENTIMETERS
 DR5196_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DR5196_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DR5196_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DR5196+SATELLITE: SATELLITE OBSERVATIONS - September 06, 2017
 DR5196_ROD/PIPE-DEPTH: 12.2 meters
 DR5196
 DR5196  HISTORY     - Date     Condition        Report By
 DR5196  HISTORY     - 20170906 MONUMENTED       MNDT
 DR5196
 DR5196                          STATION DESCRIPTION
 DR5196
 DR5196'DESCRIBED BY MN DEPT OF TRANSP 2017
 DR5196'THE MARK IS LOCATED ABOUT 2.0 MI (3.2 KM) NORTH OF CROMWELL.
 DR5196'
 DR5196'TO REACH THE MARK GO 2.0 MI (3.2 KM) NORTH ALONG TRUNK HIGHWAY 73 FROM
 DR5196'THE JUNCTION OF TRUNK HIGHWAY 73 AND TRUNK HIGHWAY 210 IN CROMWELL, AT
 DR5196'TRUNK HIGHWAY 73 MILE POINT 27.2.
 DR5196'
 DR5196'THE MARK IS LOCATED 75.5 FT (23.0 M) WEST OF TRUNK HIGHWAY 73, 109.0
 DR5196'FT (33.2 M) NORTH OF A FIBER OPTIC CABLE MARKER, 88.0 FT (26.8 M)
 DR5196'NORTH-NORTHWEST OF A POWER POLE WITH A GUY WIRE, 5.0 FT (1.5 M) SOUTH
 DR5196'OF A RIGHT-OF-WAY SIGN POST, 2.2 FT (0.7 M) EAST OF A WITNESS POST.
 DR5196'
 DR5196'NOTE-THE STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM ROD
 DR5196'DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION REMOVABLE DISK
 DR5196'SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH PVC
 DR5196'PIPE BACK FILLED WITH WASHED SAND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DR5193 ***********************************************************************
 DR5193  DESIGNATION -  0913 C RESET
 DR5193  PID         -  DR5193
 DR5193  STATE/COUNTY-  MN/CARLTON
 DR5193  COUNTRY     -  US
 DR5193  USGS QUAD   -  CROMWELL WEST (2019)
 DR5193
 DR5193                         *CURRENT SURVEY CONTROL
 DR5193  ______________________________________________________________________
 DR5193* NAD 83(1986) POSITION- 46 44 17.75   (N) 092 53 00.54   (W)   HD_HELD1
 DR5193* NAVD 88 ORTHO HEIGHT -   400.609 (meters)     1314.33  (feet) ADJUSTED
 DR5193  ______________________________________________________________________
 DR5193  GEOID HEIGHT    -        -28.484 (meters)                     GEOID18
 DR5193  DYNAMIC HEIGHT  -        400.632 (meters)     1314.41  (feet) COMP
 DR5193  MODELED GRAVITY -    980,659.6   (mgal)                       NAVD 88
 DR5193
 DR5193  VERT ORDER      -  SECOND    CLASS I
 DR5193
 DR5193.The horizontal coordinates were determined by differentially corrected
 DR5193.hand held GPS observations or other comparable positioning techniques
 DR5193.and have an estimated accuracy of +/- 3 meters.
 DR5193
 DR5193.The orthometric height was determined by differential leveling and
 DR5193.adjusted by the NATIONAL GEODETIC SURVEY
 DR5193.in April 2021.
 DR5193
 DR5193.Significant digits in the geoid height do not necessarily reflect accuracy.
 DR5193.GEOID18 height accuracy estimate available here.
 DR5193
 DR5193.Click photographs - Photos may exist for this station.
 DR5193
 DR5193.The dynamic height is computed by dividing the NAVD 88
 DR5193.geopotential number by the normal gravity value computed on the
 DR5193.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DR5193.degrees latitude (g = 980.6199 gals.).
 DR5193
 DR5193.The modeled gravity was interpolated from observed gravity values.
 DR5193
 DR5193;                    North         East    Units  Estimated Accuracy
 DR5193;SPC MN C     -   294,105.3     904,427.5     MT  (+/- 3 meters HH1 GPS) 
 DR5193
 DR5193_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWM0890176085(NAD 83)
 DR5193
 DR5193                          SUPERSEDED SURVEY CONTROL
 DR5193
 DR5193.No superseded survey control is available for this station.
 DR5193
 DR5193_MARKER: I = METAL ROD
 DR5193_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DR5193_STAMPING: 0913 C RESET 2017
 DR5193_MARK LOGO: MNDT
 DR5193_PROJECTION: RECESSED 8 CENTIMETERS
 DR5193_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DR5193_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DR5193_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DR5193+SATELLITE: SATELLITE OBSERVATIONS - September 06, 2017
 DR5193_ROD/PIPE-DEPTH: 15.2 meters
 DR5193
 DR5193  HISTORY     - Date     Condition        Report By
 DR5193  HISTORY     - 20170906 MONUMENTED       MNDT
 DR5193
 DR5193                          STATION DESCRIPTION
 DR5193
 DR5193'DESCRIBED BY MN DEPT OF TRANSP 2017
 DR5193'THE MARK IS LOCATED ABOUT 4.0 MI (6.4 KM) NORTH OF CROMWELL.
 DR5193'
 DR5193'TO REACH THE MARK GO 4.1 MI (6.6 KM) NORTH ALONG TRUNK HIGHWAY 73 FROM
 DR5193'THE JUNCTION OF TRUNK HIGHWAY 73 AND TRUNK HIGHWAY 210 IN CROMWELL, AT
 DR5193'TRUNK HIGHWAY 73 MILE POINT 29.3.
 DR5193'
 DR5193'THE MARK IS LOCATED 71.0 FT (21.6 M) WEST OF TRUNK HIGHWAY 73, 8.3 FT
 DR5193'(2.5 M) SOUTH OF A POWER POLE, 2.9 FT (0.9 M) EAST OF A FENCE LINE,
 DR5193'3.0 FT (0.9 M) NORTH OF A WITNESS POST.
 DR5193'
 DR5193'NOTE-THE STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM ROD
 DR5193'DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION REMOVABLE DISK
 DR5193'SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH PVC
 DR5193'PIPE BACK FILLED WITH WASHED SAND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DR5192 ***********************************************************************
 DR5192  DESIGNATION -  0913 D RESET
 DR5192  PID         -  DR5192
 DR5192  STATE/COUNTY-  MN/CARLTON
 DR5192  COUNTRY     -  US
 DR5192  USGS QUAD   -  PRAIRIE LAKE (2019)
 DR5192
 DR5192                         *CURRENT SURVEY CONTROL
 DR5192  ______________________________________________________________________
 DR5192* NAD 83(1986) POSITION- 46 45 06.45   (N) 092 53 01.80   (W)   HD_HELD1
 DR5192* NAVD 88 ORTHO HEIGHT -   400.541 (meters)     1314.11  (feet) ADJUSTED
 DR5192  ______________________________________________________________________
 DR5192  GEOID HEIGHT    -        -28.530 (meters)                     GEOID18
 DR5192  DYNAMIC HEIGHT  -        400.564 (meters)     1314.18  (feet) COMP
 DR5192  MODELED GRAVITY -    980,658.6   (mgal)                       NAVD 88
 DR5192
 DR5192  VERT ORDER      -  SECOND    CLASS I
 DR5192
 DR5192.The horizontal coordinates were determined by differentially corrected
 DR5192.hand held GPS observations or other comparable positioning techniques
 DR5192.and have an estimated accuracy of +/- 3 meters.
 DR5192
 DR5192.The orthometric height was determined by differential leveling and
 DR5192.adjusted by the NATIONAL GEODETIC SURVEY
 DR5192.in April 2021.
 DR5192
 DR5192.Significant digits in the geoid height do not necessarily reflect accuracy.
 DR5192.GEOID18 height accuracy estimate available here.
 DR5192
 DR5192.Click photographs - Photos may exist for this station.
 DR5192
 DR5192.The dynamic height is computed by dividing the NAVD 88
 DR5192.geopotential number by the normal gravity value computed on the
 DR5192.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DR5192.degrees latitude (g = 980.6199 gals.).
 DR5192
 DR5192.The modeled gravity was interpolated from observed gravity values.
 DR5192
 DR5192;                    North         East    Units  Estimated Accuracy
 DR5192;SPC MN C     -   295,608.4     904,374.8     MT  (+/- 3 meters HH1 GPS) 
 DR5192
 DR5192_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWM0887277588(NAD 83)
 DR5192
 DR5192                          SUPERSEDED SURVEY CONTROL
 DR5192
 DR5192.No superseded survey control is available for this station.
 DR5192
 DR5192_MARKER: I = METAL ROD
 DR5192_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DR5192_STAMPING: 0913 D RESET
 DR5192_MARK LOGO: MNDT
 DR5192_PROJECTION: RECESSED 10 CENTIMETERS
 DR5192_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DR5192_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DR5192_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DR5192+SATELLITE: SATELLITE OBSERVATIONS - September 06, 2017
 DR5192_ROD/PIPE-DEPTH: 24.4 meters
 DR5192
 DR5192  HISTORY     - Date     Condition        Report By
 DR5192  HISTORY     - 20170906 MONUMENTED       MNDT
 DR5192
 DR5192                          STATION DESCRIPTION
 DR5192
 DR5192'DESCRIBED BY MN DEPT OF TRANSP 2017
 DR5192'THE MARK IS LOCATED ABOUT 5.0 MI (8.0 KM) NORTH OF CROMWELL.
 DR5192'
 DR5192'TO REACH THE MARK GO 5.05 MI (8.13 KM) NORTH ALONG TRUNK HIGHWAY 73
 DR5192'FROM THE JUNCTION OF TRUNK HIGHWAY 73 AND TRUNK HIGHWAY 210 IN
 DR5192'CROMWELL.
 DR5192'
 DR5192'THE MARK IS 163.0 FT (49.7 M) WEST OF TRUNK HIGHWAY 73, 27.0 FT (8.2
 DR5192'M) SOUTH OF COUNTY ROAD 124, 3.7 FT (1.1 M) EAST OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DR5191 ***********************************************************************
 DR5191  DESIGNATION -  0913 E
 DR5191  PID         -  DR5191
 DR5191  STATE/COUNTY-  MN/CARLTON
 DR5191  COUNTRY     -  US
 DR5191  USGS QUAD   -  PRAIRIE LAKE (2019)
 DR5191
 DR5191                         *CURRENT SURVEY CONTROL
 DR5191  ______________________________________________________________________
 DR5191* NAD 83(1986) POSITION- 46 45 51.40   (N) 092 52 57.25   (W)   HD_HELD1
 DR5191* NAVD 88 ORTHO HEIGHT -   400.051 (meters)     1312.50  (feet) ADJUSTED
 DR5191  ______________________________________________________________________
 DR5191  GEOID HEIGHT    -        -28.573 (meters)                     GEOID18
 DR5191  DYNAMIC HEIGHT  -        400.073 (meters)     1312.57  (feet) COMP
 DR5191  MODELED GRAVITY -    980,657.8   (mgal)                       NAVD 88
 DR5191
 DR5191  VERT ORDER      -  SECOND    CLASS I
 DR5191
 DR5191.The horizontal coordinates were determined by differentially corrected
 DR5191.hand held GPS observations or other comparable positioning techniques
 DR5191.and have an estimated accuracy of +/- 3 meters.
 DR5191
 DR5191.The orthometric height was determined by differential leveling and
 DR5191.adjusted by the NATIONAL GEODETIC SURVEY
 DR5191.in April 2021.
 DR5191
 DR5191.Significant digits in the geoid height do not necessarily reflect accuracy.
 DR5191.GEOID18 height accuracy estimate available here.
 DR5191
 DR5191.Click photographs - Photos may exist for this station.
 DR5191
 DR5191.The dynamic height is computed by dividing the NAVD 88
 DR5191.geopotential number by the normal gravity value computed on the
 DR5191.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DR5191.degrees latitude (g = 980.6199 gals.).
 DR5191
 DR5191.The modeled gravity was interpolated from observed gravity values.
 DR5191
 DR5191;                    North         East    Units  Estimated Accuracy
 DR5191;SPC MN C     -   296,997.8     904,447.4     MT  (+/- 3 meters HH1 GPS) 
 DR5191
 DR5191_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWM0896678976(NAD 83)
 DR5191
 DR5191                          SUPERSEDED SURVEY CONTROL
 DR5191
 DR5191.No superseded survey control is available for this station.
 DR5191
 DR5191_MARKER: F = FLANGE-ENCASED ROD
 DR5191_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DR5191_STAMPING: 0913 E 2017
 DR5191_MARK LOGO: MNDT
 DR5191_PROJECTION: RECESSED 8 CENTIMETERS
 DR5191_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DR5191_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DR5191_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DR5191+SATELLITE: SATELLITE OBSERVATIONS - October 09, 2017
 DR5191_ROD/PIPE-DEPTH: 11.3 meters
 DR5191
 DR5191  HISTORY     - Date     Condition        Report By
 DR5191  HISTORY     - 20171009 MONUMENTED       MNDT
 DR5191
 DR5191                          STATION DESCRIPTION
 DR5191
 DR5191'DESCRIBED BY MN DEPT OF TRANSP 2017
 DR5191'THE MARK IS LOCATED ABOUT 5.58 MI (8.98 KM) NORTH OF CROMWELL.
 DR5191'
 DR5191'TO REACH THE MARK GO 5.9 MI (9.5 KM) NORTH ALONG TRUNK HIGHWAY 73 FROM
 DR5191'THE JUNCTION OF TRUNK HIGHWAY 73 AND TRUNK HIGHWAY 210 IN CROMWELL, AT
 DR5191'TRUNK HIGHWAY 73 MILE POINT 31.15.
 DR5191'
 DR5191'THE MARK IS 50.0 FT (15.2 M) EAST OF TRUNK HIGHWAY 73, 15.2 FT (4.6 M)
 DR5191'NORTH OF A FIELD ENTRANCE, 1.5 FT (0.5 M) WEST OF A WITNESS POST.
 DR5191'
 DR5191'NOTE-THE STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM ROD
 DR5191'DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION REMOVABLE DISK
 DR5191'SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH PVC
 DR5191'PIPE BACK FILLED WITH WASHED SAND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DQ9674 ***********************************************************************
 DQ9674  DESIGNATION -  0914 A
 DQ9674  PID         -  DQ9674
 DQ9674  STATE/COUNTY-  MN/CARLTON
 DQ9674  COUNTRY     -  US
 DQ9674  USGS QUAD   -  WRIGHT (2019)
 DQ9674
 DQ9674                         *CURRENT SURVEY CONTROL
 DQ9674  ______________________________________________________________________
 DQ9674* NAD 83(1986) POSITION- 46 39 59.31   (N) 093 01 54.96   (W)   HD_HELD1
 DQ9674* NAVD 88 ORTHO HEIGHT -   397.568 (meters)     1304.35  (feet) ADJUSTED
 DQ9674  ______________________________________________________________________
 DQ9674  GEOID HEIGHT    -        -28.252 (meters)                     GEOID18
 DQ9674  DYNAMIC HEIGHT  -        397.593 (meters)     1304.44  (feet) COMP
 DQ9674  MODELED GRAVITY -    980,664.3   (mgal)                       NAVD 88
 DQ9674
 DQ9674  VERT ORDER      -  SECOND    CLASS I
 DQ9674
 DQ9674.The horizontal coordinates were determined by differentially corrected
 DQ9674.hand held GPS observations or other comparable positioning techniques
 DQ9674.and have an estimated accuracy of +/- 3 meters.
 DQ9674
 DQ9674.The orthometric height was determined by differential leveling and
 DQ9674.adjusted by the NATIONAL GEODETIC SURVEY
 DQ9674.in April 2021.
 DQ9674
 DQ9674.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ9674.GEOID18 height accuracy estimate available here.
 DQ9674
 DQ9674.Click photographs - Photos may exist for this station.
 DQ9674
 DQ9674.The dynamic height is computed by dividing the NAVD 88
 DQ9674.geopotential number by the normal gravity value computed on the
 DQ9674.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ9674.degrees latitude (g = 980.6199 gals.).
 DQ9674
 DQ9674.The modeled gravity was interpolated from observed gravity values.
 DQ9674
 DQ9674;                    North         East    Units  Estimated Accuracy
 DQ9674;SPC MN C     -   285,941.2     893,206.8     MT  (+/- 3 meters HH1 GPS) 
 DQ9674
 DQ9674_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVM9755768102(NAD 83)
 DQ9674
 DQ9674                          SUPERSEDED SURVEY CONTROL
 DQ9674
 DQ9674.No superseded survey control is available for this station.
 DQ9674
 DQ9674_MARKER: F = FLANGE-ENCASED ROD
 DQ9674_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DQ9674_STAMPING: 0914 A 2017
 DQ9674_MARK LOGO: MNDT
 DQ9674_PROJECTION: RECESSED 10 CENTIMETERS
 DQ9674_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DQ9674_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ9674_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ9674+SATELLITE: SATELLITE OBSERVATIONS - August 23, 2017
 DQ9674_ROD/PIPE-DEPTH: 10.7 meters
 DQ9674
 DQ9674  HISTORY     - Date     Condition        Report By
 DQ9674  HISTORY     - 20170823 MONUMENTED       MNDT
 DQ9674
 DQ9674                          STATION DESCRIPTION
 DQ9674
 DQ9674'DESCRIBED BY MN DEPT OF TRANSP 2017
 DQ9674'THE MARK IS LOCATED ABOUT 1.25 MI (2.01 KM) WEST OF WRIGHT.
 DQ9674'
 DQ9674'TO REACH THE MARK GO 1.2 MI (1.9 KM) WEST ALONG TRUNK HIGHWAY 210 FROM
 DQ9674'THE JUNCTION TRUNK HIGHWAY 210 AND COUNTY ROAD 128 (TAMARACK LAKE
 DQ9674'ROAD) IN WRIGHT, AT TRUNK HIGHWAY 210 MILE POINT 189.1.
 DQ9674'
 DQ9674'THE MARK IS LOCATED 36.1 FT (11.0 M) SOUTH OF TRUNK HIGHWAY 210, 51.1
 DQ9674'FT (15.6 M) EAST-NORTHEAST OF A POWER POLE, 10.4 FT (3.2 M) EAST OF AN
 DQ9674'ENTRANCE, 1.5 FT (0.5 M) WEST OF A WITNESS POST.
 DQ9674'
 DQ9674'NOTE-THE STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM ROD
 DQ9674'DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION REMOVABLE DISK
 DQ9674'SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH PVC
 DQ9674'PIPE BACK FILLED WITH WASHED SAND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DQ9675 ***********************************************************************
 DQ9675  DESIGNATION -  0914 B
 DQ9675  PID         -  DQ9675
 DQ9675  STATE/COUNTY-  MN/CARLTON
 DQ9675  COUNTRY     -  US
 DQ9675  USGS QUAD   -  WRIGHT (2019)
 DQ9675
 DQ9675                         *CURRENT SURVEY CONTROL
 DQ9675  ______________________________________________________________________
 DQ9675* NAD 83(1986) POSITION- 46 40 04.01   (N) 093 01 28.48   (W)   HD_HELD1
 DQ9675* NAVD 88 ORTHO HEIGHT -   395.145 (meters)     1296.40  (feet) ADJUSTED
 DQ9675  ______________________________________________________________________
 DQ9675  GEOID HEIGHT    -        -28.256 (meters)                     GEOID18
 DQ9675  DYNAMIC HEIGHT  -        395.170 (meters)     1296.49  (feet) COMP
 DQ9675  MODELED GRAVITY -    980,663.5   (mgal)                       NAVD 88
 DQ9675
 DQ9675  VERT ORDER      -  SECOND    CLASS I
 DQ9675
 DQ9675.The horizontal coordinates were determined by differentially corrected
 DQ9675.hand held GPS observations or other comparable positioning techniques
 DQ9675.and have an estimated accuracy of +/- 3 meters.
 DQ9675
 DQ9675.The orthometric height was determined by differential leveling and
 DQ9675.adjusted by the NATIONAL GEODETIC SURVEY
 DQ9675.in April 2021.
 DQ9675
 DQ9675.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ9675.GEOID18 height accuracy estimate available here.
 DQ9675
 DQ9675.Click photographs - Photos may exist for this station.
 DQ9675
 DQ9675.The dynamic height is computed by dividing the NAVD 88
 DQ9675.geopotential number by the normal gravity value computed on the
 DQ9675.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ9675.degrees latitude (g = 980.6199 gals.).
 DQ9675
 DQ9675.The modeled gravity was interpolated from observed gravity values.
 DQ9675
 DQ9675;                    North         East    Units  Estimated Accuracy
 DQ9675;SPC MN C     -   286,095.0     893,767.4     MT  (+/- 3 meters HH1 GPS) 
 DQ9675
 DQ9675_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVM9811968247(NAD 83)
 DQ9675
 DQ9675                          SUPERSEDED SURVEY CONTROL
 DQ9675
 DQ9675.No superseded survey control is available for this station.
 DQ9675
 DQ9675_MARKER: F = FLANGE-ENCASED ROD
 DQ9675_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DQ9675_STAMPING: 0914 B 2017
 DQ9675_MARK LOGO: MNDT
 DQ9675_PROJECTION: RECESSED 5 CENTIMETERS
 DQ9675_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DQ9675_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ9675_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ9675+SATELLITE: SATELLITE OBSERVATIONS - August 23, 2017
 DQ9675_ROD/PIPE-DEPTH: 10.7 meters
 DQ9675
 DQ9675  HISTORY     - Date     Condition        Report By
 DQ9675  HISTORY     - 20170823 MONUMENTED       MNDT
 DQ9675
 DQ9675                          STATION DESCRIPTION
 DQ9675
 DQ9675'DESCRIBED BY MN DEPT OF TRANSP 2017
 DQ9675'THE STATION IS LOCATED ABOUT 6.7 MI (10.8 KM) WEST OF CROMWELL, 5.1 MI
 DQ9675'(8.2 KM) EAST-NORTHEAST OF TAMARACK AND 0.9 MI (1.4 KM) WEST OF
 DQ9675'WRIGHT.
 DQ9675'
 DQ9675'TO REACH THE MARK GO 0.8 MI (1.3 KM) WEST ALONG TRUNK HIGHWAY 210 FROM
 DQ9675'THE JUNCTION OF TRUNK HIGHWAY 210 AND COUNTY ROAD 128 (TAMARACK LAKE
 DQ9675'ROAD) IN WRIGHT, AT TRUNK HIGHWAY 210 MILE POINT 189.5.
 DQ9675'
 DQ9675'THE MARK IS LOCATED 29.7 FT (9.1 M) SOUTH OF TRUNK HIGHWAY 210, 48.4
 DQ9675'FT (14.8 M) WEST-NORTHWEST OF A POWER POLE WITH TWO GUY WIRES, 1.5 FT
 DQ9675'(0.5 M) NORTH OF A WITNESS POST.
 DQ9675'
 DQ9675'NOTE - THE STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM
 DQ9675'ROD DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION REMOVABLE
 DQ9675'DISK SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH
 DQ9675'PVC PIPE BACK FILLED WITH WASHED SAND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DQ9678 ***********************************************************************
 DQ9678  DESIGNATION -  0914 C
 DQ9678  PID         -  DQ9678
 DQ9678  STATE/COUNTY-  MN/CARLTON
 DQ9678  COUNTRY     -  US
 DQ9678  USGS QUAD   -  CROMWELL WEST (2019)
 DQ9678
 DQ9678                         *CURRENT SURVEY CONTROL
 DQ9678  ______________________________________________________________________
 DQ9678* NAD 83(1986) POSITION- 46 40 32.13   (N) 092 58 15.04   (W)   HD_HELD1
 DQ9678* NAVD 88 ORTHO HEIGHT -   395.115 (meters)     1296.31  (feet) ADJUSTED
 DQ9678  ______________________________________________________________________
 DQ9678  GEOID HEIGHT    -        -28.278 (meters)                     GEOID18
 DQ9678  DYNAMIC HEIGHT  -        395.141 (meters)     1296.39  (feet) COMP
 DQ9678  MODELED GRAVITY -    980,666.7   (mgal)                       NAVD 88
 DQ9678
 DQ9678  VERT ORDER      -  SECOND    CLASS I
 DQ9678
 DQ9678.The horizontal coordinates were determined by differentially corrected
 DQ9678.hand held GPS observations or other comparable positioning techniques
 DQ9678.and have an estimated accuracy of +/- 3 meters.
 DQ9678
 DQ9678.The orthometric height was determined by differential leveling and
 DQ9678.adjusted by the NATIONAL GEODETIC SURVEY
 DQ9678.in April 2021.
 DQ9678
 DQ9678.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ9678.GEOID18 height accuracy estimate available here.
 DQ9678
 DQ9678.Click photographs - Photos may exist for this station.
 DQ9678
 DQ9678.The dynamic height is computed by dividing the NAVD 88
 DQ9678.geopotential number by the normal gravity value computed on the
 DQ9678.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ9678.degrees latitude (g = 980.6199 gals.).
 DQ9678
 DQ9678.The modeled gravity was interpolated from observed gravity values.
 DQ9678
 DQ9678;                    North         East    Units  Estimated Accuracy
 DQ9678;SPC MN C     -   287,028.2     897,864.6     MT  (+/- 3 meters HH1 GPS) 
 DQ9678
 DQ9678_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWM0222969115(NAD 83)
 DQ9678
 DQ9678                          SUPERSEDED SURVEY CONTROL
 DQ9678
 DQ9678.No superseded survey control is available for this station.
 DQ9678
 DQ9678_MARKER: F = FLANGE-ENCASED ROD
 DQ9678_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DQ9678_STAMPING: 0914 C 2017
 DQ9678_MARK LOGO: MNDT
 DQ9678_PROJECTION: RECESSED 8 CENTIMETERS
 DQ9678_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DQ9678_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ9678_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ9678+SATELLITE: SATELLITE OBSERVATIONS - August 14, 2017
 DQ9678_ROD/PIPE-DEPTH: 11.3 meters
 DQ9678
 DQ9678  HISTORY     - Date     Condition        Report By
 DQ9678  HISTORY     - 20170814 MONUMENTED       MNDT
 DQ9678
 DQ9678                          STATION DESCRIPTION
 DQ9678
 DQ9678'DESCRIBED BY MN DEPT OF TRANSP 2017
 DQ9678'THE MARK IS LOCATED ABOUT 1.8 MI (2.9 KM) EAST ALONG WRIGHT.
 DQ9678'
 DQ9678'TO REACH THE MARK 1.75 MI (2.82 KM) EAST ALONG TRUNK HIGHWAY 210 FROM
 DQ9678'THE JUNCTION OF TRUNK HIGHWAY 210 AND COUNTY ROAD 128 (TAMARACK LAKE
 DQ9678'ROAD), AT TRUNK HIGHWAY 210 MILE POINT 192.1.
 DQ9678'
 DQ9678'THE MARK IS LOCATED 24.5 FT (7.5 M) NORTH OF TRUNK HIGHWAY 210, 1.5 FT
 DQ9678'(0.5 M) SOUTH OF A WITNESS POST.
 DQ9678'
 DQ9678'NOTE-THE STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM ROD
 DQ9678'DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION REMOVABLE DISK
 DQ9678'SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH PVC
 DQ9678'PIPE BACK FILLED WITH WASHED SAND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DQ9679 ***********************************************************************
 DQ9679  DESIGNATION -  0914 D
 DQ9679  PID         -  DQ9679
 DQ9679  STATE/COUNTY-  MN/CARLTON
 DQ9679  COUNTRY     -  US
 DQ9679  USGS QUAD   -  CROMWELL WEST (2019)
 DQ9679
 DQ9679                         *CURRENT SURVEY CONTROL
 DQ9679  ______________________________________________________________________
 DQ9679* NAD 83(1986) POSITION- 46 40 36.49   (N) 092 57 15.87   (W)   HD_HELD1
 DQ9679* NAVD 88 ORTHO HEIGHT -   395.597 (meters)     1297.89  (feet) ADJUSTED
 DQ9679  ______________________________________________________________________
 DQ9679  GEOID HEIGHT    -        -28.282 (meters)                     GEOID18
 DQ9679  DYNAMIC HEIGHT  -        395.622 (meters)     1297.97  (feet) COMP
 DQ9679  MODELED GRAVITY -    980,666.1   (mgal)                       NAVD 88
 DQ9679
 DQ9679  VERT ORDER      -  SECOND    CLASS I
 DQ9679
 DQ9679.The horizontal coordinates were determined by differentially corrected
 DQ9679.hand held GPS observations or other comparable positioning techniques
 DQ9679.and have an estimated accuracy of +/- 3 meters.
 DQ9679
 DQ9679.The orthometric height was determined by differential leveling and
 DQ9679.adjusted by the NATIONAL GEODETIC SURVEY
 DQ9679.in April 2021.
 DQ9679
 DQ9679.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ9679.GEOID18 height accuracy estimate available here.
 DQ9679
 DQ9679.Click photographs - Photos may exist for this station.
 DQ9679
 DQ9679.The dynamic height is computed by dividing the NAVD 88
 DQ9679.geopotential number by the normal gravity value computed on the
 DQ9679.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ9679.degrees latitude (g = 980.6199 gals.).
 DQ9679
 DQ9679.The modeled gravity was interpolated from observed gravity values.
 DQ9679
 DQ9679;                    North         East    Units  Estimated Accuracy
 DQ9679;SPC MN C     -   287,183.2     899,119.7     MT  (+/- 3 meters HH1 GPS) 
 DQ9679
 DQ9679_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWM0348669250(NAD 83)
 DQ9679
 DQ9679                          SUPERSEDED SURVEY CONTROL
 DQ9679
 DQ9679.No superseded survey control is available for this station.
 DQ9679
 DQ9679_MARKER: F = FLANGE-ENCASED ROD
 DQ9679_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DQ9679_STAMPING: 0914 D 2107
 DQ9679_MARK LOGO: MNDT
 DQ9679_PROJECTION: RECESSED 5 CENTIMETERS
 DQ9679_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DQ9679_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ9679_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ9679+SATELLITE: SATELLITE OBSERVATIONS - August 14, 2017
 DQ9679_ROD/PIPE-DEPTH: 12.5 meters
 DQ9679
 DQ9679  HISTORY     - Date     Condition        Report By
 DQ9679  HISTORY     - 20170814 MONUMENTED       MNDT
 DQ9679
 DQ9679                          STATION DESCRIPTION
 DQ9679
 DQ9679'DESCRIBED BY MN DEPT OF TRANSP 2017
 DQ9679'THE MARK IS LOCATED ABOUT 2.0 MI (3.2 KM) EAST OF WRIGHT.
 DQ9679'
 DQ9679'TO REACH THE MARK GO 2.3 MI (3.7 KM) EAST ALONG TRUNK HIGHWAY 210 FROM
 DQ9679'THE JUNCTION OF TRUNK HIGHWAY 210 AND COUNTY ROAD 128 (TAMARACK LAKE
 DQ9679'ROAD) IN WRIGHT, AT TRUNK HIGHWAY 210 MILE POINT 192.9.
 DQ9679'
 DQ9679'THE MARK IS LOCATED 21.4 FT (6.5 M) NORTH OF TRUNK HIGHWAY 210, 1.5 FT
 DQ9679'(0.5 M) SOUTH OF A WITNESS POST.
 DQ9679'
 DQ9679'NOTE - THE STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM
 DQ9679'ROD DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION REMOVABLE
 DQ9679'DISK SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH
 DQ9679'PVC PIPE BACK FILLED WITH WASHED SAND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DQ9680 ***********************************************************************
 DQ9680  DESIGNATION -  0914 E
 DQ9680  PID         -  DQ9680
 DQ9680  STATE/COUNTY-  MN/CARLTON
 DQ9680  COUNTRY     -  US
 DQ9680  USGS QUAD   -  CROMWELL WEST (2019)
 DQ9680
 DQ9680                         *CURRENT SURVEY CONTROL
 DQ9680  ______________________________________________________________________
 DQ9680* NAD 83(1986) POSITION- 46 40 41.37   (N) 092 56 16.28   (W)   HD_HELD1
 DQ9680* NAVD 88 ORTHO HEIGHT -   395.424 (meters)     1297.32  (feet) ADJUSTED
 DQ9680  ______________________________________________________________________
 DQ9680  GEOID HEIGHT    -        -28.287 (meters)                     GEOID18
 DQ9680  DYNAMIC HEIGHT  -        395.449 (meters)     1297.40  (feet) COMP
 DQ9680  MODELED GRAVITY -    980,665.4   (mgal)                       NAVD 88
 DQ9680
 DQ9680  VERT ORDER      -  SECOND    CLASS I
 DQ9680
 DQ9680.The horizontal coordinates were determined by differentially corrected
 DQ9680.hand held GPS observations or other comparable positioning techniques
 DQ9680.and have an estimated accuracy of +/- 3 meters.
 DQ9680
 DQ9680.The orthometric height was determined by differential leveling and
 DQ9680.adjusted by the NATIONAL GEODETIC SURVEY
 DQ9680.in April 2021.
 DQ9680
 DQ9680.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ9680.GEOID18 height accuracy estimate available here.
 DQ9680
 DQ9680.Click photographs - Photos may exist for this station.
 DQ9680
 DQ9680.The dynamic height is computed by dividing the NAVD 88
 DQ9680.geopotential number by the normal gravity value computed on the
 DQ9680.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ9680.degrees latitude (g = 980.6199 gals.).
 DQ9680
 DQ9680.The modeled gravity was interpolated from observed gravity values.
 DQ9680
 DQ9680;                    North         East    Units  Estimated Accuracy
 DQ9680;SPC MN C     -   287,354.7     900,383.5     MT  (+/- 3 meters HH1 GPS) 
 DQ9680
 DQ9680_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWM0475269401(NAD 83)
 DQ9680
 DQ9680                          SUPERSEDED SURVEY CONTROL
 DQ9680
 DQ9680.No superseded survey control is available for this station.
 DQ9680
 DQ9680_MARKER: F = FLANGE-ENCASED ROD
 DQ9680_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DQ9680_STAMPING: 0914 E 2017
 DQ9680_MARK LOGO: MNDT
 DQ9680_PROJECTION: RECESSED 8 CENTIMETERS
 DQ9680_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DQ9680_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ9680_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ9680+SATELLITE: SATELLITE OBSERVATIONS - August 28, 2017
 DQ9680_ROD/PIPE-DEPTH: 45.4 meters
 DQ9680
 DQ9680  HISTORY     - Date     Condition        Report By
 DQ9680  HISTORY     - 20170828 MONUMENTED       MNDT
 DQ9680
 DQ9680                          STATION DESCRIPTION
 DQ9680
 DQ9680'DESCRIBED BY MN DEPT OF TRANSP 2017
 DQ9680'THE MARK IS LOCATED ABOUT 3.5 MI (5.6 KM) EAST OF WRIGHT.
 DQ9680'
 DQ9680'TO REACH THE MARK GO 3.3 MI (5.3 KM) EAST ALONG TRUNK HIGHWAY 210 FROM
 DQ9680'THE JUNCTION OF TRUNK HIGHWAY 210 AND COUNTY ROAD 128 (TAMARACK LAKE
 DQ9680'ROAD), AT TRUNK HIGHWAY 210 MILE POINT 193.7.
 DQ9680'
 DQ9680'THE MARK IS LOCATED 26.7 FT (8.1 M) SOUTH OF TRUNK HIGHWAY 210, 8.0 FT
 DQ9680'(2.4 M) SOUTHWEST OF A GUARD RAIL, 1.5 FT (0.5 M) NORTH OF A WITNESS
 DQ9680'POST.
 DQ9680'
 DQ9680'NOTE-THE STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM ROD
 DQ9680'DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION REMOVABLE DISK
 DQ9680'SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH PVC
 DQ9680'PIPE BACK FILLED WITH WASHED SAND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DQ9683 ***********************************************************************
 DQ9683  DESIGNATION -  0914 F
 DQ9683  PID         -  DQ9683
 DQ9683  STATE/COUNTY-  MN/CARLTON
 DQ9683  COUNTRY     -  US
 DQ9683  USGS QUAD   -  CROMWELL WEST (2019)
 DQ9683
 DQ9683                         *CURRENT SURVEY CONTROL
 DQ9683  ______________________________________________________________________
 DQ9683* NAD 83(1986) POSITION- 46 40 46.40   (N) 092 54 03.72   (W)   HD_HELD1
 DQ9683* NAVD 88 ORTHO HEIGHT -   395.922 (meters)     1298.95  (feet) ADJUSTED
 DQ9683  ______________________________________________________________________
 DQ9683  GEOID HEIGHT    -        -28.291 (meters)                     GEOID18
 DQ9683  DYNAMIC HEIGHT  -        395.947 (meters)     1299.04  (feet) COMP
 DQ9683  MODELED GRAVITY -    980,664.4   (mgal)                       NAVD 88
 DQ9683
 DQ9683  VERT ORDER      -  SECOND    CLASS I
 DQ9683
 DQ9683.The horizontal coordinates were determined by differentially corrected
 DQ9683.hand held GPS observations or other comparable positioning techniques
 DQ9683.and have an estimated accuracy of +/- 3 meters.
 DQ9683
 DQ9683.The orthometric height was determined by differential leveling and
 DQ9683.adjusted by the NATIONAL GEODETIC SURVEY
 DQ9683.in April 2021.
 DQ9683
 DQ9683.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ9683.GEOID18 height accuracy estimate available here.
 DQ9683
 DQ9683.Click photographs - Photos may exist for this station.
 DQ9683
 DQ9683.The dynamic height is computed by dividing the NAVD 88
 DQ9683.geopotential number by the normal gravity value computed on the
 DQ9683.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ9683.degrees latitude (g = 980.6199 gals.).
 DQ9683
 DQ9683.The modeled gravity was interpolated from observed gravity values.
 DQ9683
 DQ9683;                    North         East    Units  Estimated Accuracy
 DQ9683;SPC MN C     -   287,557.3     903,197.6     MT  (+/- 3 meters HH1 GPS) 
 DQ9683
 DQ9683_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWM0756869560(NAD 83)
 DQ9683
 DQ9683                          SUPERSEDED SURVEY CONTROL
 DQ9683
 DQ9683.No superseded survey control is available for this station.
 DQ9683
 DQ9683_MARKER: F = FLANGE-ENCASED ROD
 DQ9683_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DQ9683_STAMPING: 0914 F 2017
 DQ9683_MARK LOGO: MNDT
 DQ9683_PROJECTION: RECESSED 8 CENTIMETERS
 DQ9683_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DQ9683_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ9683_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ9683+SATELLITE: SATELLITE OBSERVATIONS - August 23, 2017
 DQ9683_ROD/PIPE-DEPTH: 10.7 meters
 DQ9683
 DQ9683  HISTORY     - Date     Condition        Report By
 DQ9683  HISTORY     - 20170823 MONUMENTED       MNDT
 DQ9683
 DQ9683                          STATION DESCRIPTION
 DQ9683
 DQ9683'DESCRIBED BY MN DEPT OF TRANSP 2017
 DQ9683'THE MARK IS LOCATED ABOUT 0.85 MI (1.37 KM) WEST OF CROMWELL.
 DQ9683'
 DQ9683'TO REACH THE MARK GO 0.8 MI (1.3 KM) WEST ALONG TRUNK HIGHWAY 210 FROM
 DQ9683'THE JUNCTION OF TRUNK HIGHWAY 210 AND TRUNK HIGHWAY 73 IN CROMWELL, AT
 DQ9683'TRUNK HIGHWAY 210 MILE POINT 195.45.
 DQ9683'
 DQ9683'THE MARK IS LOCATED 26.3 FT (8.0 M) NORTH OF TRUNK HIGHWAY 210, 1.5 FT
 DQ9683'(0.5 M) SOUTH OF A WITNESS POST.
 DQ9683'
 DQ9683'NOTE-THE STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM ROD
 DQ9683'DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION REMOVABLE DISK
 DQ9683'SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH PVC
 DQ9683'PIPE BACK FILLED WITH WASHED SAND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DQ9684 ***********************************************************************
 DQ9684  DESIGNATION -  0914 G
 DQ9684  PID         -  DQ9684
 DQ9684  STATE/COUNTY-  MN/CARLTON
 DQ9684  COUNTRY     -  US
 DQ9684  USGS QUAD   -  CROMWELL WEST (2019)
 DQ9684
 DQ9684                         *CURRENT SURVEY CONTROL
 DQ9684  ______________________________________________________________________
 DQ9684* NAD 83(1986) POSITION- 46 40 46.21   (N) 092 53 05.25   (W)   HD_HELD1
 DQ9684* NAVD 88 ORTHO HEIGHT -   401.291 (meters)     1316.57  (feet) ADJUSTED
 DQ9684  ______________________________________________________________________
 DQ9684  GEOID HEIGHT    -        -28.291 (meters)                     GEOID18
 DQ9684  DYNAMIC HEIGHT  -        401.316 (meters)     1316.65  (feet) COMP
 DQ9684  MODELED GRAVITY -    980,664.1   (mgal)                       NAVD 88
 DQ9684
 DQ9684  VERT ORDER      -  SECOND    CLASS I
 DQ9684
 DQ9684.The horizontal coordinates were determined by differentially corrected
 DQ9684.hand held GPS observations or other comparable positioning techniques
 DQ9684.and have an estimated accuracy of +/- 3 meters.
 DQ9684
 DQ9684.The orthometric height was determined by differential leveling and
 DQ9684.adjusted by the NATIONAL GEODETIC SURVEY
 DQ9684.in April 2021.
 DQ9684
 DQ9684.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ9684.GEOID18 height accuracy estimate available here.
 DQ9684
 DQ9684.Click photographs - Photos may exist for this station.
 DQ9684
 DQ9684.The dynamic height is computed by dividing the NAVD 88
 DQ9684.geopotential number by the normal gravity value computed on the
 DQ9684.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ9684.degrees latitude (g = 980.6199 gals.).
 DQ9684
 DQ9684.The modeled gravity was interpolated from observed gravity values.
 DQ9684
 DQ9684;                    North         East    Units  Estimated Accuracy
 DQ9684;SPC MN C     -   287,572.8     904,440.1     MT  (+/- 3 meters HH1 GPS) 
 DQ9684
 DQ9684_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWM0881169555(NAD 83)
 DQ9684
 DQ9684                          SUPERSEDED SURVEY CONTROL
 DQ9684
 DQ9684.No superseded survey control is available for this station.
 DQ9684
 DQ9684_MARKER: F = FLANGE-ENCASED ROD
 DQ9684_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DQ9684_STAMPING: 0914 G 2017
 DQ9684_MARK LOGO: MNDT
 DQ9684_PROJECTION: RECESSED 8 CENTIMETERS
 DQ9684_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DQ9684_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ9684_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ9684+SATELLITE: SATELLITE OBSERVATIONS - August 23, 2017
 DQ9684_ROD/PIPE-DEPTH: 7.0 meters
 DQ9684
 DQ9684  HISTORY     - Date     Condition        Report By
 DQ9684  HISTORY     - 20170823 MONUMENTED       MNDT
 DQ9684
 DQ9684                          STATION DESCRIPTION
 DQ9684
 DQ9684'DESCRIBED BY MN DEPT OF TRANSP 2017
 DQ9684'THE STATION IS LOCATED ABOUT 11.8 MI (19.0 KM) EAST-NORTHEAST OF
 DQ9684'TAMARACK, 5.8 MI (9.3 KM) EAST OF WRIGHT AND IN THE TOWN OF CROMWELL,
 DQ9684'MN.
 DQ9684'
 DQ9684'TO REACH THE MARK AT THE JUNCTION OF TRUNK HIGHWAY 210 AND TRUNK
 DQ9684'HIGHWAY 73 IN CROMWELL, AT TRUNK HIGHWAY 210 MILE POINT 196.25.
 DQ9684'
 DQ9684'THE MARK IS LOCATED 41.3 FT (12.6 M) SOUTH OF TRUNK HIGHWAY 210, 99.3
 DQ9684'FT (30.3 M) WEST OF TRUNK HIGHWAY 73, 13.6 FT (4.1 M) NORTHWEST OF A
 DQ9684'RIGHT-OF-WAY POST, 1.5 FT (0.5 M) EAST OF A WITNESS POST.
 DQ9684'
 DQ9684'NOTE-THE STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM ROD
 DQ9684'DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION REMOVABLE DISK
 DQ9684'SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH PVC
 DQ9684'PIPE BACK FILLED WITH WASHED SAND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 RN0103 ***********************************************************************
 RN0103  DESIGNATION -  0915 A
 RN0103  PID         -  RN0103
 RN0103  STATE/COUNTY-  MN/CARLTON
 RN0103  COUNTRY     -  US
 RN0103  USGS QUAD   -  CLOQUET (2019)
 RN0103
 RN0103                         *CURRENT SURVEY CONTROL
 RN0103  ______________________________________________________________________
 RN0103* NAD 83(1986) POSITION- 46 39 49.25   (N) 092 28 54.61   (W)   HD_HELD1
 RN0103* NAVD 88 ORTHO HEIGHT -   348.024 (meters)     1141.81  (feet) ADJUSTED
 RN0103  ______________________________________________________________________
 RN0103  GEOID HEIGHT    -        -28.258 (meters)                     GEOID18
 RN0103  DYNAMIC HEIGHT  -        348.049 (meters)     1141.89  (feet) COMP
 RN0103  MODELED GRAVITY -    980,675.0   (mgal)                       NAVD 88
 RN0103
 RN0103  VERT ORDER      -  SECOND    CLASS I
 RN0103
 RN0103.The horizontal coordinates were determined by differentially corrected
 RN0103.hand held GPS observations or other comparable positioning techniques
 RN0103.and have an estimated accuracy of +/- 3 meters.
 RN0103
 RN0103.The orthometric height was determined by differential leveling and
 RN0103.adjusted by the NATIONAL GEODETIC SURVEY
 RN0103.in April 2021.
 RN0103
 RN0103.Significant digits in the geoid height do not necessarily reflect accuracy.
 RN0103.GEOID18 height accuracy estimate available here.
 RN0103
 RN0103.Click photographs - Photos may exist for this station.
 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     -   286,424.2     935,301.4     MT  (+/- 3 meters HH1 GPS) 
 RN0103
 RN0103_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWM3964067921(NAD 83)
 RN0103
 RN0103                          SUPERSEDED SURVEY CONTROL
 RN0103
 RN0103  NAVD 88 (06/15/91)  348.034  (m)         1141.84   (f) SUPERSEDED  1 2
 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
 RN0103.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RN0103.See file dsdata.pdf to determine how the superseded data were derived.
 RN0103
 RN0103_MARKER: DB = BENCH MARK DISK
 RN0103_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 RN0103_SP_SET: CULVERT
 RN0103_STAMPING: 0915 A 1971
 RN0103_MARK LOGO: MNHD
 RN0103_MAGNETIC: N = NO MAGNETIC MATERIAL
 RN0103_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RN0103+STABILITY: SURFACE MOTION
 RN0103_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 RN0103+SATELLITE: SATELLITE OBSERVATIONS - July 31, 2017
 RN0103
 RN0103  HISTORY     - Date     Condition        Report By
 RN0103  HISTORY     - 19710401 MONUMENTED       MNHD
 RN0103  HISTORY     - 1979     GOOD             NGS
 RN0103  HISTORY     - 20060911 GOOD             USPSQD
 RN0103  HISTORY     - 20140501 MARK NOT FOUND   MNDT
 RN0103  HISTORY     - 20170731 GOOD             MNDT
 RN0103
 RN0103                          STATION DESCRIPTION
 RN0103
 RN0103'DESCRIBED BY MN HIGHWAY DEPT 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
 RN0103
 RN0103                          STATION RECOVERY (2014)
 RN0103
 RN0103'RECOVERY NOTE BY MN DEPT OF TRANSP 2014 (JJ)
 RN0103'AFTER A THOROUGH FIELD SEARCH MARK WAS NOT FOUND.
 RN0103
 RN0103                          STATION RECOVERY (2017)
 RN0103
 RN0103'RECOVERY NOTE BY MN DEPT OF TRANSP 2017 (KMS)
 RN0103'THE MARK IS LOCATED ABOUT 2.65 MILES WEST OF CARLTON.
 RN0103'
 RN0103'TO REACH THE MARK IN THE NORTHEAST CORNER OF THE NORTH HEADWALL OF A
 RN0103'WESTBOUND TRUNK HIGHWAY 210 BOX CULVERT OVER OTTER CREEK, 0.25 MILE
 RN0103'WEST ALONG TRUNK HIGHWAY 210 FROM THE JUNCTION OF INTERSTATE HIGHWAY
 RN0103'35 AND TRUNK HIGHWAY 210 (THE JUNCTION IS 2.5 MILES WEST OF CARLTON),
 RN0103'AT TRUNK HIGHWAY 210 MILEPOINT 215.80.
 RN0103'
 RN0103'THE MARK IS LOCATED 27.9 FEET NORTH OF WESTBOUND TRUNK HIGHWAY 210.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 AI1484 ***********************************************************************
 AI1484  DESIGNATION -  0915 B
 AI1484  PID         -  AI1484
 AI1484  STATE/COUNTY-  MN/CARLTON
 AI1484  COUNTRY     -  US
 AI1484  USGS QUAD   -  CROMWELL EAST (2019)
 AI1484
 AI1484                         *CURRENT SURVEY CONTROL
 AI1484  ______________________________________________________________________
 AI1484* NAD 83(1986) POSITION- 46 40 40.68   (N) 092 51 06.83   (W)   HD_HELD1
 AI1484* NAVD 88 ORTHO HEIGHT -   412.811 (meters)     1354.36  (feet) ADJUSTED
 AI1484  ______________________________________________________________________
 AI1484  GEOID HEIGHT    -        -28.286 (meters)                     GEOID18
 AI1484  DYNAMIC HEIGHT  -        412.837 (meters)     1354.45  (feet) COMP
 AI1484  MODELED GRAVITY -    980,663.8   (mgal)                       NAVD 88
 AI1484
 AI1484  VERT ORDER      -  SECOND    CLASS I
 AI1484
 AI1484.The horizontal coordinates were determined by differentially corrected
 AI1484.hand held GPS observations or other comparable positioning techniques
 AI1484.and have an estimated accuracy of +/- 3 meters.
 AI1484
 AI1484.The orthometric height was determined by differential leveling and
 AI1484.adjusted by the NATIONAL GEODETIC SURVEY
 AI1484.in April 2021.
 AI1484
 AI1484.Significant digits in the geoid height do not necessarily reflect accuracy.
 AI1484.GEOID18 height accuracy estimate available here.
 AI1484
 AI1484.Click photographs - Photos may exist for this station.
 AI1484
 AI1484.The dynamic height is computed by dividing the NAVD 88
 AI1484.geopotential number by the normal gravity value computed on the
 AI1484.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI1484.degrees latitude (g = 980.6199 gals.).
 AI1484
 AI1484.The modeled gravity was interpolated from observed gravity values.
 AI1484
 AI1484;                    North         East    Units  Estimated Accuracy
 AI1484;SPC MN C     -   287,445.9     906,959.3     MT  (+/- 3 meters HH1 GPS) 
 AI1484
 AI1484_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWM1132769389(NAD 83)
 AI1484
 AI1484                          SUPERSEDED SURVEY CONTROL
 AI1484
 AI1484  NAVD 88 (08/09/00)  412.829  (m)         1354.42   (f) SUPERSEDED  2 1
 AI1484
 AI1484.Superseded values are not recommended for survey control.
 AI1484
 AI1484.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI1484.See file dsdata.pdf to determine how the superseded data were derived.
 AI1484
 AI1484_MARKER: DV = VERTICAL CONTROL DISK
 AI1484_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 AI1484_SP_SET: BRIDGE ABUTMENT
 AI1484_STAMPING: 0915 B 1997
 AI1484_MARK LOGO: MNDT
 AI1484_MAGNETIC: N = NO MAGNETIC MATERIAL
 AI1484_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AI1484_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AI1484+SATELLITE: SATELLITE OBSERVATIONS - July 06, 2017
 AI1484
 AI1484  HISTORY     - Date     Condition        Report By
 AI1484  HISTORY     - 1997     MONUMENTED       MNDT
 AI1484  HISTORY     - 20170706 GOOD             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.
 AI1484
 AI1484                          STATION RECOVERY (2017)
 AI1484
 AI1484'RECOVERY NOTE BY MN DEPT OF TRANSP 2017 (KMS)
 AI1484'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DQ9687 ***********************************************************************
 DQ9687  DESIGNATION -  0915 C
 DQ9687  PID         -  DQ9687
 DQ9687  STATE/COUNTY-  MN/CARLTON
 DQ9687  COUNTRY     -  US
 DQ9687  USGS QUAD   -  CROMWELL EAST (2019)
 DQ9687
 DQ9687                         *CURRENT SURVEY CONTROL
 DQ9687  ______________________________________________________________________
 DQ9687* NAD 83(1986) POSITION- 46 40 43.42   (N) 092 51 59.81   (W)   HD_HELD1
 DQ9687* NAVD 88 ORTHO HEIGHT -   400.555 (meters)     1314.15  (feet) ADJUSTED
 DQ9687  ______________________________________________________________________
 DQ9687  GEOID HEIGHT    -        -28.288 (meters)                     GEOID18
 DQ9687  DYNAMIC HEIGHT  -        400.580 (meters)     1314.24  (feet) COMP
 DQ9687  MODELED GRAVITY -    980,663.9   (mgal)                       NAVD 88
 DQ9687
 DQ9687  VERT ORDER      -  SECOND    CLASS I
 DQ9687
 DQ9687.The horizontal coordinates were determined by differentially corrected
 DQ9687.hand held GPS observations or other comparable positioning techniques
 DQ9687.and have an estimated accuracy of +/- 3 meters.
 DQ9687
 DQ9687.The orthometric height was determined by differential leveling and
 DQ9687.adjusted by the NATIONAL GEODETIC SURVEY
 DQ9687.in April 2021.
 DQ9687
 DQ9687.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ9687.GEOID18 height accuracy estimate available here.
 DQ9687
 DQ9687.Click photographs - Photos may exist for this station.
 DQ9687
 DQ9687.The dynamic height is computed by dividing the NAVD 88
 DQ9687.geopotential number by the normal gravity value computed on the
 DQ9687.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ9687.degrees latitude (g = 980.6199 gals.).
 DQ9687
 DQ9687.The modeled gravity was interpolated from observed gravity values.
 DQ9687
 DQ9687;                    North         East    Units  Estimated Accuracy
 DQ9687;SPC MN C     -   287,510.8     905,832.1     MT  (+/- 3 meters HH1 GPS) 
 DQ9687
 DQ9687_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWM1020169471(NAD 83)
 DQ9687
 DQ9687                          SUPERSEDED SURVEY CONTROL
 DQ9687
 DQ9687.No superseded survey control is available for this station.
 DQ9687
 DQ9687_MARKER: F = FLANGE-ENCASED ROD
 DQ9687_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DQ9687_STAMPING: 0915 C 2017
 DQ9687_MARK LOGO: MNDT
 DQ9687_PROJECTION: RECESSED 8 CENTIMETERS
 DQ9687_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DQ9687_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ9687_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ9687+SATELLITE: SATELLITE OBSERVATIONS - August 23, 2017
 DQ9687_ROD/PIPE-DEPTH: 7.6 meters
 DQ9687
 DQ9687  HISTORY     - Date     Condition        Report By
 DQ9687  HISTORY     - 20170823 MONUMENTED       MNDT
 DQ9687
 DQ9687                          STATION DESCRIPTION
 DQ9687
 DQ9687'DESCRIBED BY MN DEPT OF TRANSP 2017
 DQ9687'THE STATION IS LOCATED ABOUT 11.1 MI (17.9 KM) WEST OF SAWYER, 6.7 MI
 DQ9687'(10.8 KM) EAST OF WRIGHT AND 0.8 MI (1.3 KM) EAST OF CROMWELL.
 DQ9687'
 DQ9687'TO REACH THE MARK GO 0.85 MI (1.37 KM) EAST ALONG TRUNK HIGHWAY 210
 DQ9687'FROM THE JUNCTION OF TRUNK HIGHWAY 210 AND TRUNK HIGHWAY 73 IN
 DQ9687'CROMWELL, AT TRUNK HIGHWAY 210 MILE POINT 197.1.
 DQ9687'
 DQ9687'THE MARK IS LOCATED 35.6 FT (10.9 M) SOUTH OF TRUNK HIGHWAY 210, 43.7
 DQ9687'FT (13.3 M) NORTHWEST OF A POWER POLE WITH A GUY WIRE, 1.5 FT (0.5 M)
 DQ9687'NORTH OF A WITNESS POST.
 DQ9687'
 DQ9687'NOTE-THE STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM ROD
 DQ9687'DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION REMOVABLE DISK
 DQ9687'SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH PVC
 DQ9687'PIPE BACK FILLED WITH WASHED SAND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DQ9690 ***********************************************************************
 DQ9690  DESIGNATION -  0915 D
 DQ9690  PID         -  DQ9690
 DQ9690  STATE/COUNTY-  MN/CARLTON
 DQ9690  COUNTRY     -  US
 DQ9690  USGS QUAD   -  CROMWELL EAST (2019)
 DQ9690
 DQ9690                         *CURRENT SURVEY CONTROL
 DQ9690  ______________________________________________________________________
 DQ9690* NAD 83(1986) POSITION- 46 40 46.56   (N) 092 49 24.34   (W)   HD_HELD1
 DQ9690* NAVD 88 ORTHO HEIGHT -   406.446 (meters)     1333.48  (feet) ADJUSTED
 DQ9690  ______________________________________________________________________
 DQ9690  GEOID HEIGHT    -        -28.291 (meters)                     GEOID18
 DQ9690  DYNAMIC HEIGHT  -        406.471 (meters)     1333.56  (feet) COMP
 DQ9690  MODELED GRAVITY -    980,663.3   (mgal)                       NAVD 88
 DQ9690
 DQ9690  VERT ORDER      -  SECOND    CLASS I
 DQ9690
 DQ9690.The horizontal coordinates were determined by differentially corrected
 DQ9690.hand held GPS observations or other comparable positioning techniques
 DQ9690.and have an estimated accuracy of +/- 3 meters.
 DQ9690
 DQ9690.The orthometric height was determined by differential leveling and
 DQ9690.adjusted by the NATIONAL GEODETIC SURVEY
 DQ9690.in April 2021.
 DQ9690
 DQ9690.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ9690.GEOID18 height accuracy estimate available here.
 DQ9690
 DQ9690.Click photographs - Photos may exist for this station.
 DQ9690
 DQ9690.The dynamic height is computed by dividing the NAVD 88
 DQ9690.geopotential number by the normal gravity value computed on the
 DQ9690.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ9690.degrees latitude (g = 980.6199 gals.).
 DQ9690
 DQ9690.The modeled gravity was interpolated from observed gravity values.
 DQ9690
 DQ9690;                    North         East    Units  Estimated Accuracy
 DQ9690;SPC MN C     -   287,666.3     909,133.8     MT  (+/- 3 meters HH1 GPS) 
 DQ9690
 DQ9690_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWM1350469575(NAD 83)
 DQ9690
 DQ9690                          SUPERSEDED SURVEY CONTROL
 DQ9690
 DQ9690.No superseded survey control is available for this station.
 DQ9690
 DQ9690_MARKER: F = FLANGE-ENCASED ROD
 DQ9690_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DQ9690_STAMPING: 0915 D 2017
 DQ9690_MARK LOGO: MNDT
 DQ9690_PROJECTION: RECESSED 8 CENTIMETERS
 DQ9690_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DQ9690_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ9690_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ9690+SATELLITE: SATELLITE OBSERVATIONS - August 23, 2017
 DQ9690_ROD/PIPE-DEPTH: 6.7 meters
 DQ9690
 DQ9690  HISTORY     - Date     Condition        Report By
 DQ9690  HISTORY     - 20170823 MONUMENTED       MNDT
 DQ9690
 DQ9690                          STATION DESCRIPTION
 DQ9690
 DQ9690'DESCRIBED BY MN DEPT OF TRANSP 2017
 DQ9690'THE MARK IS LOCATED ABOUT 2.3 MI (3.7 KM) EAST OF CROMWELL.
 DQ9690'
 DQ9690'TO REACH THE MARK GO 2.94 MI (4.73 KM) EAST ALONG TRUNK HIGHWAY 210
 DQ9690'FROM THE JUNCTION OF TRUNK HIGHWAY 210 AND TRUNK HIGHWAY 73 IN
 DQ9690'CROMWELL, AT TRUNK HIGHWAY 210 MILE POINT 199.3.
 DQ9690'
 DQ9690'THE MARK IS LOCATED 34.2 FT (10.4 M) NORTH OF TRUNK HIGHWAY 210, 2.4
 DQ9690'FT (0.7 M) EAST OF AN ENTRANCE EXTENDED, 1.5 FT (0.5 M) SOUTH OF A
 DQ9690'WITNESS POST.
 DQ9690'
 DQ9690'NOTE-THE STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM ROD
 DQ9690'DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION REMOVABLE DISK
 DQ9690'SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH PVC
 DQ9690'PIPE BACK FILLED WITH WASHED SAND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DQ9691 ***********************************************************************
 DQ9691  DESIGNATION -  0915 E
 DQ9691  PID         -  DQ9691
 DQ9691  STATE/COUNTY-  MN/CARLTON
 DQ9691  COUNTRY     -  US
 DQ9691  USGS QUAD   -  CROMWELL EAST (2019)
 DQ9691
 DQ9691                         *CURRENT SURVEY CONTROL
 DQ9691  ______________________________________________________________________
 DQ9691* NAD 83(1986) POSITION- 46 40 46.16   (N) 092 48 18.09   (W)   HD_HELD1
 DQ9691* NAVD 88 ORTHO HEIGHT -   402.131 (meters)     1319.32  (feet) ADJUSTED
 DQ9691  ______________________________________________________________________
 DQ9691  GEOID HEIGHT    -        -28.291 (meters)                     GEOID18
 DQ9691  DYNAMIC HEIGHT  -        402.156 (meters)     1319.41  (feet) COMP
 DQ9691  MODELED GRAVITY -    980,663.2   (mgal)                       NAVD 88
 DQ9691
 DQ9691  VERT ORDER      -  SECOND    CLASS I
 DQ9691
 DQ9691.The horizontal coordinates were determined by differentially corrected
 DQ9691.hand held GPS observations or other comparable positioning techniques
 DQ9691.and have an estimated accuracy of +/- 3 meters.
 DQ9691
 DQ9691.The orthometric height was determined by differential leveling and
 DQ9691.adjusted by the NATIONAL GEODETIC SURVEY
 DQ9691.in April 2021.
 DQ9691
 DQ9691.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ9691.GEOID18 height accuracy estimate available here.
 DQ9691
 DQ9691.Click photographs - Photos may exist for this station.
 DQ9691
 DQ9691.The dynamic height is computed by dividing the NAVD 88
 DQ9691.geopotential number by the normal gravity value computed on the
 DQ9691.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ9691.degrees latitude (g = 980.6199 gals.).
 DQ9691
 DQ9691.The modeled gravity was interpolated from observed gravity values.
 DQ9691
 DQ9691;                    North         East    Units  Estimated Accuracy
 DQ9691;SPC MN C     -   287,679.5     910,541.7     MT  (+/- 3 meters HH1 GPS) 
 DQ9691
 DQ9691_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWM1491169566(NAD 83)
 DQ9691
 DQ9691                          SUPERSEDED SURVEY CONTROL
 DQ9691
 DQ9691.No superseded survey control is available for this station.
 DQ9691
 DQ9691_MARKER: F = FLANGE-ENCASED ROD
 DQ9691_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DQ9691_STAMPING: 0915 E 2017
 DQ9691_MARK LOGO: MNDT
 DQ9691_PROJECTION: RECESSED 8 CENTIMETERS
 DQ9691_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DQ9691_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ9691_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ9691+SATELLITE: SATELLITE OBSERVATIONS - August 23, 2017
 DQ9691_ROD/PIPE-DEPTH: 5.5 meters
 DQ9691
 DQ9691  HISTORY     - Date     Condition        Report By
 DQ9691  HISTORY     - 20170823 MONUMENTED       MNDT
 DQ9691
 DQ9691                          STATION DESCRIPTION
 DQ9691
 DQ9691'DESCRIBED BY MN DEPT OF TRANSP 2017
 DQ9691'THE MARK IS LOCATED ABOUT 3.3 MI (5.3 KM) EAST OF CROMWELL.
 DQ9691'
 DQ9691'TO REACH THE MARK GO 3.85 MI (6.19 KM) EAST ALONG TRUNK HIGHWAY 210
 DQ9691'FROM THE JUNCTION OF TRUNK HIGHWAY 210 AND TRUNK HIGHWAY 73 IN
 DQ9691'CROMWELL, AT TRUNK HIGHWAY 210 MILE POINT 200.15.
 DQ9691'
 DQ9691'THE MARK IS LOCATED 34.2 FT (10.4 M) NORTH OF TRUNK HIGHWAY 210, 101.0
 DQ9691'FT (30.8 M) WEST-SOUTHWEST OF A POWER POLE, 1.5 FT (0.5 M) SOUTH OF A
 DQ9691'WITNESS POST.
 DQ9691'
 DQ9691'NOTE-THE STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM ROD
 DQ9691'DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION REMOVABLE DISK
 DQ9691'SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH PVC
 DQ9691'PIPE BACK FILLED WITH WASHED SAND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DQ9693 ***********************************************************************
 DQ9693  DESIGNATION -  0915 F
 DQ9693  PID         -  DQ9693
 DQ9693  STATE/COUNTY-  MN/CARLTON
 DQ9693  COUNTRY     -  US
 DQ9693  USGS QUAD   -  CROMWELL EAST (2019)
 DQ9693
 DQ9693                         *CURRENT SURVEY CONTROL
 DQ9693  ______________________________________________________________________
 DQ9693* NAD 83(1986) POSITION- 46 40 46.13   (N) 092 46 10.53   (W)   HD_HELD1
 DQ9693* NAVD 88 ORTHO HEIGHT -   398.747 (meters)     1308.22  (feet) ADJUSTED
 DQ9693  ______________________________________________________________________
 DQ9693  GEOID HEIGHT    -        -28.290 (meters)                     GEOID18
 DQ9693  DYNAMIC HEIGHT  -        398.772 (meters)     1308.30  (feet) COMP
 DQ9693  MODELED GRAVITY -    980,663.4   (mgal)                       NAVD 88
 DQ9693
 DQ9693  VERT ORDER      -  SECOND    CLASS I
 DQ9693
 DQ9693.The horizontal coordinates were determined by differentially corrected
 DQ9693.hand held GPS observations or other comparable positioning techniques
 DQ9693.and have an estimated accuracy of +/- 3 meters.
 DQ9693
 DQ9693.The orthometric height was determined by differential leveling and
 DQ9693.adjusted by the NATIONAL GEODETIC SURVEY
 DQ9693.in April 2021.
 DQ9693
 DQ9693.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ9693.GEOID18 height accuracy estimate available here.
 DQ9693
 DQ9693.Click photographs - Photos may exist for this station.
 DQ9693
 DQ9693.The dynamic height is computed by dividing the NAVD 88
 DQ9693.geopotential number by the normal gravity value computed on the
 DQ9693.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ9693.degrees latitude (g = 980.6199 gals.).
 DQ9693
 DQ9693.The modeled gravity was interpolated from observed gravity values.
 DQ9693
 DQ9693;                    North         East    Units  Estimated Accuracy
 DQ9693;SPC MN C     -   287,728.6     913,252.1     MT  (+/- 3 meters HH1 GPS) 
 DQ9693
 DQ9693_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWM1762169572(NAD 83)
 DQ9693
 DQ9693                          SUPERSEDED SURVEY CONTROL
 DQ9693
 DQ9693.No superseded survey control is available for this station.
 DQ9693
 DQ9693_MARKER: F = FLANGE-ENCASED ROD
 DQ9693_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DQ9693_STAMPING: 0915 F 2017
 DQ9693_MARK LOGO: MNDT
 DQ9693_PROJECTION: RECESSED 10 CENTIMETERS
 DQ9693_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DQ9693_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ9693_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ9693+SATELLITE: SATELLITE OBSERVATIONS - August 22, 2017
 DQ9693_ROD/PIPE-DEPTH: 9.1 meters
 DQ9693
 DQ9693  HISTORY     - Date     Condition        Report By
 DQ9693  HISTORY     - 20170822 MONUMENTED       MNDT
 DQ9693
 DQ9693                          STATION DESCRIPTION
 DQ9693
 DQ9693'DESCRIBED BY MN DEPT OF TRANSP 2017
 DQ9693'THE MARK IS LOCATED ABOUT 4.9 MI (7.9 KM) EAST OF CROMWELL.
 DQ9693'
 DQ9693'TO REACH THE MARK GO 5.5 MI (8.8 KM) EAST ALONG TRUNK HIGHWAY 210 FROM
 DQ9693'THE JUNCTION OF TRUNK HIGHWAY 210 AND TRUNK HIGHWAY 73 IN CROMWELL, AT
 DQ9693'TRUNK HIGHWAY 210 MILE POINT 201.85.
 DQ9693'
 DQ9693'THE MARK IS LOCATED 35.9 FT (10.9 M) NORTH OF TRUNK HIGHWAY 210, 22.5
 DQ9693'FT (6.9 M) EAST OF AN ENTRANCE, 1.5 FT (0.5 M) SOUTH OF A WITNESS
 DQ9693'POST.
 DQ9693'
 DQ9693'NOTE-THE STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM ROD
 DQ9693'DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION REMOVABLE DISK
 DQ9693'SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH PVC
 DQ9693'PIPE BACK FILLED WITH WASHED SAND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DQ9694 ***********************************************************************
 DQ9694  DESIGNATION -  0915 G
 DQ9694  PID         -  DQ9694
 DQ9694  STATE/COUNTY-  MN/CARLTON
 DQ9694  COUNTRY     -  US
 DQ9694  USGS QUAD   -  CROMWELL EAST (2019)
 DQ9694
 DQ9694                         *CURRENT SURVEY CONTROL
 DQ9694  ______________________________________________________________________
 DQ9694* NAD 83(1986) POSITION- 46 40 55.39   (N) 092 45 22.60   (W)   HD_HELD1
 DQ9694* NAVD 88 ORTHO HEIGHT -   400.522 (meters)     1314.05  (feet) ADJUSTED
 DQ9694  ______________________________________________________________________
 DQ9694  GEOID HEIGHT    -        -28.298 (meters)                     GEOID18
 DQ9694  DYNAMIC HEIGHT  -        400.546 (meters)     1314.12  (feet) COMP
 DQ9694  MODELED GRAVITY -    980,663.4   (mgal)                       NAVD 88
 DQ9694
 DQ9694  VERT ORDER      -  SECOND    CLASS I
 DQ9694
 DQ9694.The horizontal coordinates were determined by differentially corrected
 DQ9694.hand held GPS observations or other comparable positioning techniques
 DQ9694.and have an estimated accuracy of +/- 3 meters.
 DQ9694
 DQ9694.The orthometric height was determined by differential leveling and
 DQ9694.adjusted by the NATIONAL GEODETIC SURVEY
 DQ9694.in April 2021.
 DQ9694
 DQ9694.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ9694.GEOID18 height accuracy estimate available here.
 DQ9694
 DQ9694.Click photographs - Photos may exist for this station.
 DQ9694
 DQ9694.The dynamic height is computed by dividing the NAVD 88
 DQ9694.geopotential number by the normal gravity value computed on the
 DQ9694.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ9694.degrees latitude (g = 980.6199 gals.).
 DQ9694
 DQ9694.The modeled gravity was interpolated from observed gravity values.
 DQ9694
 DQ9694;                    North         East    Units  Estimated Accuracy
 DQ9694;SPC MN C     -   288,033.6     914,265.1     MT  (+/- 3 meters HH1 GPS) 
 DQ9694
 DQ9694_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWM1863869861(NAD 83)
 DQ9694
 DQ9694                          SUPERSEDED SURVEY CONTROL
 DQ9694
 DQ9694.No superseded survey control is available for this station.
 DQ9694
 DQ9694_MARKER: F = FLANGE-ENCASED ROD
 DQ9694_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DQ9694_STAMPING: 0915 G 2017
 DQ9694_MARK LOGO: MNDT
 DQ9694_PROJECTION: RECESSED 8 CENTIMETERS
 DQ9694_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DQ9694_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ9694_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ9694+SATELLITE: SATELLITE OBSERVATIONS - August 22, 2017
 DQ9694_ROD/PIPE-DEPTH: 4.3 meters
 DQ9694
 DQ9694  HISTORY     - Date     Condition        Report By
 DQ9694  HISTORY     - 20170822 MONUMENTED       MNDT
 DQ9694
 DQ9694                          STATION DESCRIPTION
 DQ9694
 DQ9694'DESCRIBED BY MN DEPT OF TRANSP 2017
 DQ9694'THE MARK IS LOCATED ABOUT 5.45 MI (8.77 KM) EAST OF CROMWELL.
 DQ9694'
 DQ9694'TO REACH THE MARK GO 6.15 MI (9.90 KM) EAST ALONG TRUNK HIGHWAY 210
 DQ9694'FROM THE JUNCTION OF TRUNK HIGHWAY 210 AND TRUNK HIGHWAY 73 IN
 DQ9694'CROMWELL, AT TRUNK HIGHWAY 210 MILE POINT 202.5.
 DQ9694'
 DQ9694'THE MARK IS LOCATED 35.7 FT (10.9 M) NORTH OF TRUNK HIGHWAY 210, 1.5
 DQ9694'FT (0.5 M) SOUTH OF A WITNESS POST.
 DQ9694'
 DQ9694'NOTE-THE STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM ROD
 DQ9694'DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION REMOVABLE DISK
 DQ9694'SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH PVC
 DQ9694'PIPE BACK FILLED WITH WASHED SAND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DQ9697 ***********************************************************************
 DQ9697  DESIGNATION -  0915 H
 DQ9697  PID         -  DQ9697
 DQ9697  STATE/COUNTY-  MN/CARLTON
 DQ9697  COUNTRY     -  US
 DQ9697  USGS QUAD   -  SAWYER (2019)
 DQ9697
 DQ9697                         *CURRENT SURVEY CONTROL
 DQ9697  ______________________________________________________________________
 DQ9697* NAD 83(1986) POSITION- 46 40 16.72   (N) 092 42 50.30   (W)   HD_HELD1
 DQ9697* NAVD 88 ORTHO HEIGHT -   397.457 (meters)     1303.99  (feet) ADJUSTED
 DQ9697  ______________________________________________________________________
 DQ9697  GEOID HEIGHT    -        -28.263 (meters)                     GEOID18
 DQ9697  DYNAMIC HEIGHT  -        397.482 (meters)     1304.07  (feet) COMP
 DQ9697  MODELED GRAVITY -    980,665.6   (mgal)                       NAVD 88
 DQ9697
 DQ9697  VERT ORDER      -  SECOND    CLASS I
 DQ9697
 DQ9697.The horizontal coordinates were determined by differentially corrected
 DQ9697.hand held GPS observations or other comparable positioning techniques
 DQ9697.and have an estimated accuracy of +/- 3 meters.
 DQ9697
 DQ9697.The orthometric height was determined by differential leveling and
 DQ9697.adjusted by the NATIONAL GEODETIC SURVEY
 DQ9697.in April 2021.
 DQ9697
 DQ9697.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ9697.GEOID18 height accuracy estimate available here.
 DQ9697
 DQ9697.Click photographs - Photos may exist for this station.
 DQ9697
 DQ9697.The dynamic height is computed by dividing the NAVD 88
 DQ9697.geopotential number by the normal gravity value computed on the
 DQ9697.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ9697.degrees latitude (g = 980.6199 gals.).
 DQ9697
 DQ9697.The modeled gravity was interpolated from observed gravity values.
 DQ9697
 DQ9697;                    North         East    Units  Estimated Accuracy
 DQ9697;SPC MN C     -   286,901.7     917,524.1     MT  (+/- 3 meters HH1 GPS) 
 DQ9697
 DQ9697_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWM2187868678(NAD 83)
 DQ9697
 DQ9697                          SUPERSEDED SURVEY CONTROL
 DQ9697
 DQ9697.No superseded survey control is available for this station.
 DQ9697
 DQ9697_MARKER: F = FLANGE-ENCASED ROD
 DQ9697_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DQ9697_STAMPING: 0915 H 2017
 DQ9697_MARK LOGO: MNDT
 DQ9697_PROJECTION: RECESSED 8 CENTIMETERS
 DQ9697_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DQ9697_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ9697_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ9697+SATELLITE: SATELLITE OBSERVATIONS - August 22, 2017
 DQ9697_ROD/PIPE-DEPTH: 14.6 meters
 DQ9697
 DQ9697  HISTORY     - Date     Condition        Report By
 DQ9697  HISTORY     - 20170822 MONUMENTED       MNDT
 DQ9697
 DQ9697                          STATION DESCRIPTION
 DQ9697
 DQ9697'DESCRIBED BY MN DEPT OF TRANSP 2017
 DQ9697'THE MARK IS LOCATED ABOUT 7.55 MI (12.15 KM) EAST OF CROMWELL.
 DQ9697'
 DQ9697'TO REACH THE MARK GO 8.35 MI (13.44 KM) EAST ALONG TRUNK HIGHWAY 210
 DQ9697'FROM THE JUNCTION OF TRUNK HIGHWAY 210 AND TRUNK HIGHWAY 73 IN
 DQ9697'CROMWELL, AT TRUNK HIGHWAY 210 MILE POINT 204.7.
 DQ9697'
 DQ9697'THE MARK IS LOCATED 35.5 FT (10.8 M) NORTH OF TRUNK HIGHWAY 210, 14.6
 DQ9697'FT (4.5 M) EAST OF AN ENTRANCE, 6.3 FT (1.9 M) EAST OF LONG LAKE ROAD
 DQ9697'EXTENDED, 1.5 FT (0.5 M) SOUTH OF A WITNESS POST.
 DQ9697'
 DQ9697'NOTE-THE STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM ROD
 DQ9697'DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION REMOVABLE DISK
 DQ9697'SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH PVC
 DQ9697'PIPE BACK FILLED WITH WASHED SAND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DQ9698 ***********************************************************************
 DQ9698  DESIGNATION -  0915 J
 DQ9698  PID         -  DQ9698
 DQ9698  STATE/COUNTY-  MN/CARLTON
 DQ9698  COUNTRY     -  US
 DQ9698  USGS QUAD   -  SAWYER (2019)
 DQ9698
 DQ9698                         *CURRENT SURVEY CONTROL
 DQ9698  ______________________________________________________________________
 DQ9698* NAD 83(1986) POSITION- 46 40 15.32   (N) 092 41 53.68   (W)   HD_HELD1
 DQ9698* NAVD 88 ORTHO HEIGHT -   397.087 (meters)     1302.78  (feet) ADJUSTED
 DQ9698  ______________________________________________________________________
 DQ9698  GEOID HEIGHT    -        -28.261 (meters)                     GEOID18
 DQ9698  DYNAMIC HEIGHT  -        397.112 (meters)     1302.86  (feet) COMP
 DQ9698  MODELED GRAVITY -    980,666.4   (mgal)                       NAVD 88
 DQ9698
 DQ9698  VERT ORDER      -  SECOND    CLASS I
 DQ9698
 DQ9698.The horizontal coordinates were determined by differentially corrected
 DQ9698.hand held GPS observations or other comparable positioning techniques
 DQ9698.and have an estimated accuracy of +/- 3 meters.
 DQ9698
 DQ9698.The orthometric height was determined by differential leveling and
 DQ9698.adjusted by the NATIONAL GEODETIC SURVEY
 DQ9698.in April 2021.
 DQ9698
 DQ9698.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ9698.GEOID18 height accuracy estimate available here.
 DQ9698
 DQ9698.Click photographs - Photos may exist for this station.
 DQ9698
 DQ9698.The dynamic height is computed by dividing the NAVD 88
 DQ9698.geopotential number by the normal gravity value computed on the
 DQ9698.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ9698.degrees latitude (g = 980.6199 gals.).
 DQ9698
 DQ9698.The modeled gravity was interpolated from observed gravity values.
 DQ9698
 DQ9698;                    North         East    Units  Estimated Accuracy
 DQ9698;SPC MN C     -   286,881.9     918,728.2     MT  (+/- 3 meters HH1 GPS) 
 DQ9698
 DQ9698_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWM2308168640(NAD 83)
 DQ9698
 DQ9698                          SUPERSEDED SURVEY CONTROL
 DQ9698
 DQ9698.No superseded survey control is available for this station.
 DQ9698
 DQ9698_MARKER: F = FLANGE-ENCASED ROD
 DQ9698_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DQ9698_STAMPING: 0915 J 2017
 DQ9698_MARK LOGO: MNDT
 DQ9698_PROJECTION: RECESSED 8 CENTIMETERS
 DQ9698_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DQ9698_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ9698_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ9698+SATELLITE: SATELLITE OBSERVATIONS - August 23, 2017
 DQ9698_ROD/PIPE-DEPTH: 11.9 meters
 DQ9698
 DQ9698  HISTORY     - Date     Condition        Report By
 DQ9698  HISTORY     - 20170823 MONUMENTED       MNDT
 DQ9698
 DQ9698                          STATION DESCRIPTION
 DQ9698
 DQ9698'DESCRIBED BY MN DEPT OF TRANSP 2017
 DQ9698'THE MARK IS LOCATED ABOUT 8.3 MI (13.4 KM) EAST OF CROMWELL.
 DQ9698'
 DQ9698'TO REACH THE MARK GO 9.1 MI (14.6 KM) EAST ALONG TRUNK HIGHWAY 210
 DQ9698'FROM THE JUNCTION OF TRUNK HIGHWAY 210 AND TRUNK HIGHWAY 73 IN
 DQ9698'CROMWELL, AT TRUNK HIGHWAY 210 MILE POINT 205.45.
 DQ9698'
 DQ9698'THE MARK IS LOCATED 35.2 FT (10.7 M) SOUTH OF TRUNK HIGHWAY 210, 1.5
 DQ9698'FT (0.5 M) NORTH OF A WITNESS POST.
 DQ9698'
 DQ9698'NOTE-THE STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM ROD
 DQ9698'DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION REMOVABLE DISK
 DQ9698'SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH PVC
 DQ9698'PIPE BACK FILLED WITH WASHED SAND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DQ9699 ***********************************************************************
 DQ9699  DESIGNATION -  0915 K
 DQ9699  PID         -  DQ9699
 DQ9699  STATE/COUNTY-  MN/CARLTON
 DQ9699  COUNTRY     -  US
 DQ9699  USGS QUAD   -  SAWYER (2019)
 DQ9699
 DQ9699                         *CURRENT SURVEY CONTROL
 DQ9699  ______________________________________________________________________
 DQ9699* NAD 83(1986) POSITION- 46 40 16.70   (N) 092 41 04.15   (W)   HD_HELD1
 DQ9699* NAVD 88 ORTHO HEIGHT -   398.388 (meters)     1307.04  (feet) ADJUSTED
 DQ9699  ______________________________________________________________________
 DQ9699  GEOID HEIGHT    -        -28.262 (meters)                     GEOID18
 DQ9699  DYNAMIC HEIGHT  -        398.414 (meters)     1307.13  (feet) COMP
 DQ9699  MODELED GRAVITY -    980,667.0   (mgal)                       NAVD 88
 DQ9699
 DQ9699  VERT ORDER      -  SECOND    CLASS I
 DQ9699
 DQ9699.The horizontal coordinates were determined by differentially corrected
 DQ9699.hand held GPS observations or other comparable positioning techniques
 DQ9699.and have an estimated accuracy of +/- 3 meters.
 DQ9699
 DQ9699.The orthometric height was determined by differential leveling and
 DQ9699.adjusted by the NATIONAL GEODETIC SURVEY
 DQ9699.in April 2021.
 DQ9699
 DQ9699.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ9699.GEOID18 height accuracy estimate available here.
 DQ9699
 DQ9699.Click photographs - Photos may exist for this station.
 DQ9699
 DQ9699.The dynamic height is computed by dividing the NAVD 88
 DQ9699.geopotential number by the normal gravity value computed on the
 DQ9699.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ9699.degrees latitude (g = 980.6199 gals.).
 DQ9699
 DQ9699.The modeled gravity was interpolated from observed gravity values.
 DQ9699
 DQ9699;                    North         East    Units  Estimated Accuracy
 DQ9699;SPC MN C     -   286,945.3     919,779.9     MT  (+/- 3 meters HH1 GPS) 
 DQ9699
 DQ9699_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWM2413368686(NAD 83)
 DQ9699
 DQ9699                          SUPERSEDED SURVEY CONTROL
 DQ9699
 DQ9699.No superseded survey control is available for this station.
 DQ9699
 DQ9699_MARKER: F = FLANGE-ENCASED ROD
 DQ9699_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DQ9699_STAMPING: 0915 K 2017
 DQ9699_MARK LOGO: MNDT
 DQ9699_PROJECTION: RECESSED 5 CENTIMETERS
 DQ9699_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DQ9699_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ9699_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ9699+SATELLITE: SATELLITE OBSERVATIONS - August 22, 2017
 DQ9699_ROD/PIPE-DEPTH: 3.4 meters
 DQ9699
 DQ9699  HISTORY     - Date     Condition        Report By
 DQ9699  HISTORY     - 20170822 MONUMENTED       MNDT
 DQ9699  HISTORY     - 20191226 GOOD             MNDT
 DQ9699  HISTORY     - 20200102 GOOD             MNDT
 DQ9699
 DQ9699                          STATION DESCRIPTION
 DQ9699
 DQ9699'DESCRIBED BY MN DEPT OF TRANSP 2017
 DQ9699'THE MARK IS LOCATED ABOUT 8.8 MI (14.2 KM) EAST OF CROMWELL.
 DQ9699'
 DQ9699'TO REACH THE MARK GO 9.75 MI (15.69 KM) EAST ALONG TRUNK HIGHWAY 210
 DQ9699'FROM THE JUNCTION OF TRUNK HIGHWAY 210 AND TRUNK HIGHWAY 73 IN
 DQ9699'CROMWELL, AT TRUNK HIGHWAY 210 MILE POINT 206.1.
 DQ9699'
 DQ9699'THE MARK IS LOCATED 38.1 FT (11.6 M) NORTH OF TRUNK HIGHWAY 210, 16.7
 DQ9699'FT (5.1 M) WEST OF AN ENTRANCE, 1.5 FT (0.5 M) SOUTH OF A WITNESS
 DQ9699'POST.
 DQ9699'
 DQ9699'NOTE-THE STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM ROD
 DQ9699'DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION REMOVABLE DISK
 DQ9699'SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH PVC
 DQ9699'PIPE BACK FILLED WITH WASHED SAND.
 DQ9699
 DQ9699                          STATION RECOVERY (2019)
 DQ9699
 DQ9699'RECOVERY NOTE BY MN DEPT OF TRANSP 2019 (MPP)
 DQ9699'8.8 MI (14.2 KM) EAST OF CROMWELL, 9.75 MI (15.69 KM) EAST ALONG TRUNK
 DQ9699'HIGHWAY 210 FROM THE JUNCTION OF TRUNK HIGHWAY 210 AND TRUNK HIGHWAY
 DQ9699'73 IN CROMWELL, AT TRUNK HIGHWAY 210 MILE POINT 206.1, 38.1 FT (11.6
 DQ9699'M) NORTH OF TRUNK HIGHWAY 210, 16.7 FT (5.1 M) WEST OF AN ENTRANCE,
 DQ9699'1.5 FT (0.5 M) SOUTH OF A WITNESS POST.
 DQ9699
 DQ9699                          STATION RECOVERY (2020)
 DQ9699
 DQ9699'RECOVERY NOTE BY MN DEPT OF TRANSP 2020 (DAS)
 DQ9699'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DQ9702 ***********************************************************************
 DQ9702  DESIGNATION -  0915 L
 DQ9702  PID         -  DQ9702
 DQ9702  STATE/COUNTY-  MN/CARLTON
 DQ9702  COUNTRY     -  US
 DQ9702  USGS QUAD   -  SAWYER (2019)
 DQ9702
 DQ9702                         *CURRENT SURVEY CONTROL
 DQ9702  ______________________________________________________________________
 DQ9702* NAD 83(1986) POSITION- 46 40 17.31   (N) 092 38 21.02   (W)   HD_HELD1
 DQ9702* NAVD 88 ORTHO HEIGHT -   401.125 (meters)     1316.02  (feet) ADJUSTED
 DQ9702  ______________________________________________________________________
 DQ9702  GEOID HEIGHT    -        -28.261 (meters)                     GEOID18
 DQ9702  DYNAMIC HEIGHT  -        401.151 (meters)     1316.11  (feet) COMP
 DQ9702  MODELED GRAVITY -    980,665.0   (mgal)                       NAVD 88
 DQ9702
 DQ9702  VERT ORDER      -  SECOND    CLASS I
 DQ9702
 DQ9702.The horizontal coordinates were determined by differentially corrected
 DQ9702.hand held GPS observations or other comparable positioning techniques
 DQ9702.and have an estimated accuracy of +/- 3 meters.
 DQ9702
 DQ9702.The orthometric height was determined by differential leveling and
 DQ9702.adjusted by the NATIONAL GEODETIC SURVEY
 DQ9702.in April 2021.
 DQ9702
 DQ9702.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ9702.GEOID18 height accuracy estimate available here.
 DQ9702
 DQ9702.Click photographs - Photos may exist for this station.
 DQ9702
 DQ9702.The dynamic height is computed by dividing the NAVD 88
 DQ9702.geopotential number by the normal gravity value computed on the
 DQ9702.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ9702.degrees latitude (g = 980.6199 gals.).
 DQ9702
 DQ9702.The modeled gravity was interpolated from observed gravity values.
 DQ9702
 DQ9702;                    North         East    Units  Estimated Accuracy
 DQ9702;SPC MN C     -   287,033.6     923,246.1     MT  (+/- 3 meters HH1 GPS) 
 DQ9702
 DQ9702_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWM2759968720(NAD 83)
 DQ9702
 DQ9702                          SUPERSEDED SURVEY CONTROL
 DQ9702
 DQ9702.No superseded survey control is available for this station.
 DQ9702
 DQ9702_MARKER: F = FLANGE-ENCASED ROD
 DQ9702_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DQ9702_STAMPING: 0915 L 2017
 DQ9702_MARK LOGO: MNDT
 DQ9702_PROJECTION: RECESSED 8 CENTIMETERS
 DQ9702_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DQ9702_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ9702_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ9702+SATELLITE: SATELLITE OBSERVATIONS - August 23, 2017
 DQ9702_ROD/PIPE-DEPTH: 4.6 meters
 DQ9702
 DQ9702  HISTORY     - Date     Condition        Report By
 DQ9702  HISTORY     - 20170823 MONUMENTED       MNDT
 DQ9702
 DQ9702                          STATION DESCRIPTION
 DQ9702
 DQ9702'DESCRIBED BY MN DEPT OF TRANSP 2017
 DQ9702'THE MARK IS LOCATED ABOUT 10.0 MI (16.1 KM) WEST OF CARLTON.
 DQ9702'
 DQ9702'TO REACH THE MARK GO 7.75 MI (12.47 KM) WEST ALONG TRUNK HIGHWAY 210
 DQ9702'FROM THE JUNCTION OF TRUNK HIGHWAY 210 AND INTERSTATE HIGHWAY 35 (THE
 DQ9702'JUNCTION IS 2.5 MI (4.0 KM) WEST OF CARLTON), AT TRUNK HIGHWAY 210
 DQ9702'MILE POINT 208.3.
 DQ9702'
 DQ9702'THE MARK IS LOCATED 33.1 FT (10.1 M) SOUTH OF TRUNK HIGHWAY 210, 89.6
 DQ9702'FT (27.3 M) EAST OF DRIVEWAY NUMBER 3298, 1.5 FT (0.5 M) NORTH OF A
 DQ9702'WITNESS POST.
 DQ9702'
 DQ9702'NOTE - THE STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM
 DQ9702'ROD DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION REMOVABLE
 DQ9702'DISK SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH
 DQ9702'PVC PIPE BACK FILLED WITH WASHED SAND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DQ9703 ***********************************************************************
 DQ9703  DESIGNATION -  0915 M
 DQ9703  PID         -  DQ9703
 DQ9703  STATE/COUNTY-  MN/CARLTON
 DQ9703  COUNTRY     -  US
 DQ9703  USGS QUAD   -  IVERSON (2019)
 DQ9703
 DQ9703                         *CURRENT SURVEY CONTROL
 DQ9703  ______________________________________________________________________
 DQ9703* NAD 83(1986) POSITION- 46 40 13.82   (N) 092 37 07.65   (W)   HD_HELD1
 DQ9703* NAVD 88 ORTHO HEIGHT -   394.292 (meters)     1293.61  (feet) ADJUSTED
 DQ9703  ______________________________________________________________________
 DQ9703  GEOID HEIGHT    -        -28.259 (meters)                     GEOID18
 DQ9703  DYNAMIC HEIGHT  -        394.320 (meters)     1293.70  (feet) COMP
 DQ9703  MODELED GRAVITY -    980,673.5   (mgal)                       NAVD 88
 DQ9703
 DQ9703  VERT ORDER      -  SECOND    CLASS I
 DQ9703
 DQ9703.The horizontal coordinates were determined by differentially corrected
 DQ9703.hand held GPS observations or other comparable positioning techniques
 DQ9703.and have an estimated accuracy of +/- 3 meters.
 DQ9703
 DQ9703.The orthometric height was determined by differential leveling and
 DQ9703.adjusted by the NATIONAL GEODETIC SURVEY
 DQ9703.in April 2021.
 DQ9703
 DQ9703.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ9703.GEOID18 height accuracy estimate available here.
 DQ9703
 DQ9703.Click photographs - Photos may exist for this station.
 DQ9703
 DQ9703.The dynamic height is computed by dividing the NAVD 88
 DQ9703.geopotential number by the normal gravity value computed on the
 DQ9703.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ9703.degrees latitude (g = 980.6199 gals.).
 DQ9703
 DQ9703.The modeled gravity was interpolated from observed gravity values.
 DQ9703
 DQ9703;                    North         East    Units  Estimated Accuracy
 DQ9703;SPC MN C     -   286,957.8     924,807.4     MT  (+/- 3 meters HH1 GPS) 
 DQ9703
 DQ9703_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWM2915968620(NAD 83)
 DQ9703
 DQ9703                          SUPERSEDED SURVEY CONTROL
 DQ9703
 DQ9703.No superseded survey control is available for this station.
 DQ9703
 DQ9703_MARKER: F = FLANGE-ENCASED ROD
 DQ9703_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DQ9703_STAMPING: 0915 M 2017
 DQ9703_MARK LOGO: MNDT
 DQ9703_PROJECTION: RECESSED 8 CENTIMETERS
 DQ9703_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DQ9703_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ9703_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ9703+SATELLITE: SATELLITE OBSERVATIONS - August 22, 2017
 DQ9703_ROD/PIPE-DEPTH: 17.4 meters
 DQ9703
 DQ9703  HISTORY     - Date     Condition        Report By
 DQ9703  HISTORY     - 20170822 MONUMENTED       MNDT
 DQ9703
 DQ9703                          STATION DESCRIPTION
 DQ9703
 DQ9703'DESCRIBED BY MN DEPT OF TRANSP 2017
 DQ9703'THE MARK IS LOCATED ABOUT 9.2 MI (14.8 KM) WEST OF CARLTON.
 DQ9703'
 DQ9703'TO REACH THE MARK GO 6.8 MI (10.9 KM) WEST ALONG TRUNK HIGHWAY 210
 DQ9703'FROM THE JUNCTION OF TRUNK HIGHWAY 210 AND INTERSTATE HIGHWAY 35 (THE
 DQ9703'JUNCTION IS 2.5 MI (4.0 KM) WEST OF CARLTON), AT TRUNK HIGHWAY MILE
 DQ9703'POINT 209.25.
 DQ9703'
 DQ9703'THE MARK IS LOCATED 35.3 FT (10.8 M) NORTH OF TRUNK HIGHWAY 210, 109.5
 DQ9703'FT (33.4 M) WEST OF COUNTY ROAD 7 (CARY ROAD), 30.0 FT (9.1 M)
 DQ9703'EAST-SOUTHEAST OF A CABLE BOX, 1.5 FT (0.5 M) SOUTH OF A WITNESS POST.
 DQ9703'NOTE-THE STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM ROD
 DQ9703'DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION REMOVABLE DISK
 DQ9703'SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH PVC
 DQ9703'PIPE BACK FILLED WITH WASHED SAND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DQ9704 ***********************************************************************
 DQ9704  DESIGNATION -  0915 N
 DQ9704  PID         -  DQ9704
 DQ9704  STATE/COUNTY-  MN/CARLTON
 DQ9704  COUNTRY     -  US
 DQ9704  USGS QUAD   -  IVERSON (2019)
 DQ9704
 DQ9704                         *CURRENT SURVEY CONTROL
 DQ9704  ______________________________________________________________________
 DQ9704* NAD 83(1986) POSITION- 46 40 11.37   (N) 092 36 05.28   (W)   HD_HELD1
 DQ9704* NAVD 88 ORTHO HEIGHT -   391.162 (meters)     1283.34  (feet) ADJUSTED
 DQ9704  ______________________________________________________________________
 DQ9704  GEOID HEIGHT    -        -28.259 (meters)                     GEOID18
 DQ9704  DYNAMIC HEIGHT  -        391.191 (meters)     1283.43  (feet) COMP
 DQ9704  MODELED GRAVITY -    980,674.3   (mgal)                       NAVD 88
 DQ9704
 DQ9704  VERT ORDER      -  SECOND    CLASS I
 DQ9704
 DQ9704.The horizontal coordinates were determined by differentially corrected
 DQ9704.hand held GPS observations or other comparable positioning techniques
 DQ9704.and have an estimated accuracy of +/- 3 meters.
 DQ9704
 DQ9704.The orthometric height was determined by differential leveling and
 DQ9704.adjusted by the NATIONAL GEODETIC SURVEY
 DQ9704.in April 2021.
 DQ9704
 DQ9704.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ9704.GEOID18 height accuracy estimate available here.
 DQ9704
 DQ9704.Click photographs - Photos may exist for this station.
 DQ9704
 DQ9704.The dynamic height is computed by dividing the NAVD 88
 DQ9704.geopotential number by the normal gravity value computed on the
 DQ9704.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ9704.degrees latitude (g = 980.6199 gals.).
 DQ9704
 DQ9704.The modeled gravity was interpolated from observed gravity values.
 DQ9704
 DQ9704;                    North         East    Units  Estimated Accuracy
 DQ9704;SPC MN C     -   286,909.6     926,134.3     MT  (+/- 3 meters HH1 GPS) 
 DQ9704
 DQ9704_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWM3048468551(NAD 83)
 DQ9704
 DQ9704                          SUPERSEDED SURVEY CONTROL
 DQ9704
 DQ9704.No superseded survey control is available for this station.
 DQ9704
 DQ9704_MARKER: F = FLANGE-ENCASED ROD
 DQ9704_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DQ9704_STAMPING: 0915 N 2017
 DQ9704_MARK LOGO: MNDT
 DQ9704_PROJECTION: RECESSED 5 CENTIMETERS
 DQ9704_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DQ9704_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ9704_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ9704+SATELLITE: SATELLITE OBSERVATIONS - August 23, 2017
 DQ9704_ROD/PIPE-DEPTH: 18.0 meters
 DQ9704
 DQ9704  HISTORY     - Date     Condition        Report By
 DQ9704  HISTORY     - 20170823 MONUMENTED       MNDT
 DQ9704  HISTORY     - 20200102 GOOD             MNDT
 DQ9704
 DQ9704                          STATION DESCRIPTION
 DQ9704
 DQ9704'DESCRIBED BY MN DEPT OF TRANSP 2017
 DQ9704'THE MARK IS LOCATED ABOUT 8.2 MI (13.2 KM) WEST OF CARLTON.
 DQ9704'
 DQ9704'TO REACH THE MARK GO 5.95 MI (9.57 KM) WEST OF ALONG TRUNK HIGHWAY 210
 DQ9704'FROM THE JUNCTION OF TRUNK HIGHWAY 210 AND INTERSTATE HIGHWAY 35 (THE
 DQ9704'JUNCTION IS 2.5 MI (4.0 KM) WEST OF CARLTON), AT TRUNK HIGHWAY 210
 DQ9704'MILE POINT 210.1.
 DQ9704'
 DQ9704'THE MARK IS LOCATED 37.9 FT (11.6 M) SOUTH OF TRUNK HIGHWAY 210, 71.2
 DQ9704'FT (21.7 M) WEST-NORTHWEST OF A POWER POLE, 1.5 FT (0.5 M) NORTH OF A
 DQ9704'WITNESS POST.
 DQ9704'
 DQ9704'NOTE - THE STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM
 DQ9704'ROD DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION REMOVABLE
 DQ9704'DISK SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH
 DQ9704'PVC PIPE BACK FILLED WITH WASHED SAND.
 DQ9704
 DQ9704                          STATION RECOVERY (2020)
 DQ9704
 DQ9704'RECOVERY NOTE BY MN DEPT OF TRANSP 2020 (MPP)
 DQ9704'8.2 MI (13.2 KM) WEST OF CARLTON, 5.95 MI (9.57 KM) WEST OF ALONG
 DQ9704'TRUNK HIGHWAY 210 FROM THE JUNCTION OF TRUNK HIGHWAY 210 AND
 DQ9704'INTERSTATE HIGHWAY 35 (THE JUNCTION IS 2.5 MI (4.0 KM) WEST OF
 DQ9704'CARLTON), AT TRUNK HIGHWAY 210 MILE POINT 210.1, 37.9 FT (11.6 M)
 DQ9704'SOUTH OF TRUNK HIGHWAY 210, 71.2 FT (21.7 M) WEST-NORTHWEST OF A POWER
 DQ9704'POLE, 1.5 FT (0.5 M) NORTH OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DQ9707 ***********************************************************************
 DQ9707  DESIGNATION -  0915 P
 DQ9707  PID         -  DQ9707
 DQ9707  STATE/COUNTY-  MN/CARLTON
 DQ9707  COUNTRY     -  US
 DQ9707  USGS QUAD   -  IVERSON (2019)
 DQ9707
 DQ9707                         *CURRENT SURVEY CONTROL
 DQ9707  ______________________________________________________________________
 DQ9707* NAD 83(1986) POSITION- 46 40 12.54   (N) 092 34 08.93   (W)   HD_HELD1
 DQ9707* NAVD 88 ORTHO HEIGHT -   383.047 (meters)     1256.71  (feet) ADJUSTED
 DQ9707  ______________________________________________________________________
 DQ9707  GEOID HEIGHT    -        -28.264 (meters)                     GEOID18
 DQ9707  DYNAMIC HEIGHT  -        383.074 (meters)     1256.80  (feet) COMP
 DQ9707  MODELED GRAVITY -    980,672.7   (mgal)                       NAVD 88
 DQ9707
 DQ9707  VERT ORDER      -  SECOND    CLASS I
 DQ9707
 DQ9707.The horizontal coordinates were determined by differentially corrected
 DQ9707.hand held GPS observations or other comparable positioning techniques
 DQ9707.and have an estimated accuracy of +/- 3 meters.
 DQ9707
 DQ9707.The orthometric height was determined by differential leveling and
 DQ9707.adjusted by the NATIONAL GEODETIC SURVEY
 DQ9707.in April 2021.
 DQ9707
 DQ9707.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ9707.GEOID18 height accuracy estimate available here.
 DQ9707
 DQ9707.Click photographs - Photos may exist for this station.
 DQ9707
 DQ9707.The dynamic height is computed by dividing the NAVD 88
 DQ9707.geopotential number by the normal gravity value computed on the
 DQ9707.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ9707.degrees latitude (g = 980.6199 gals.).
 DQ9707
 DQ9707.The modeled gravity was interpolated from observed gravity values.
 DQ9707
 DQ9707;                    North         East    Units  Estimated Accuracy
 DQ9707;SPC MN C     -   286,997.7     928,606.1     MT  (+/- 3 meters HH1 GPS) 
 DQ9707
 DQ9707_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWM3295668600(NAD 83)
 DQ9707
 DQ9707                          SUPERSEDED SURVEY CONTROL
 DQ9707
 DQ9707.No superseded survey control is available for this station.
 DQ9707
 DQ9707_MARKER: F = FLANGE-ENCASED ROD
 DQ9707_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DQ9707_STAMPING: 0915 P 2017
 DQ9707_MARK LOGO: MNDT
 DQ9707_PROJECTION: RECESSED 5 CENTIMETERS
 DQ9707_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DQ9707_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ9707_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ9707+SATELLITE: SATELLITE OBSERVATIONS - August 22, 2017
 DQ9707_ROD/PIPE-DEPTH: 18.0 meters
 DQ9707
 DQ9707  HISTORY     - Date     Condition        Report By
 DQ9707  HISTORY     - 20170822 MONUMENTED       MNDT
 DQ9707
 DQ9707                          STATION DESCRIPTION
 DQ9707
 DQ9707'DESCRIBED BY MN DEPT OF TRANSP 2017
 DQ9707'THE MARK IS LOCATED ABOUT 6.7 MI (10.8 KM) WEST OF CARLTON.
 DQ9707'
 DQ9707'TO REACH THE MARK GO 4.45 MI (7.16 KM) WEST ALONG TRUNK HIGHWAY 210
 DQ9707'FROM THE JUNCTION OF TRUNK HIGHWAY AND INTERSTATE HIGHWAY 35 (THE
 DQ9707'JUNCTION IS 2.5 MI (4.0 KM) WEST OF CARLTON), AT TRUNK HIGHWAY MILE
 DQ9707'POINT 211.6.
 DQ9707'
 DQ9707'THE MARK IS LOCATED 60.9 FT (18.6 M) NORTH OF TRUNK HIGHWAY 210, 1.5
 DQ9707'FT (0.5 M) SOUTH OF A WITNESS POST.
 DQ9707'
 DQ9707'NOTE-THE STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM ROD
 DQ9707'DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION REMOVABLE DISK
 DQ9707'SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH PVC
 DQ9707'PIPE BACK FILLED WITH WASHED SAND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DQ9708 ***********************************************************************
 DQ9708  DESIGNATION -  0915 Q
 DQ9708  PID         -  DQ9708
 DQ9708  STATE/COUNTY-  MN/CARLTON
 DQ9708  COUNTRY     -  US
 DQ9708  USGS QUAD   -  IVERSON (2019)
 DQ9708
 DQ9708                         *CURRENT SURVEY CONTROL
 DQ9708  ______________________________________________________________________
 DQ9708* NAD 83(1986) POSITION- 46 40 08.68   (N) 092 33 01.60   (W)   HD_HELD1
 DQ9708* NAVD 88 ORTHO HEIGHT -   374.962 (meters)     1230.19  (feet) ADJUSTED
 DQ9708  ______________________________________________________________________
 DQ9708  GEOID HEIGHT    -        -28.265 (meters)                     GEOID18
 DQ9708  DYNAMIC HEIGHT  -        374.988 (meters)     1230.27  (feet) COMP
 DQ9708  MODELED GRAVITY -    980,672.4   (mgal)                       NAVD 88
 DQ9708
 DQ9708  VERT ORDER      -  SECOND    CLASS I
 DQ9708
 DQ9708.The horizontal coordinates were determined by differentially corrected
 DQ9708.hand held GPS observations or other comparable positioning techniques
 DQ9708.and have an estimated accuracy of +/- 3 meters.
 DQ9708
 DQ9708.The orthometric height was determined by differential leveling and
 DQ9708.adjusted by the NATIONAL GEODETIC SURVEY
 DQ9708.in April 2021.
 DQ9708
 DQ9708.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ9708.GEOID18 height accuracy estimate available here.
 DQ9708
 DQ9708.Click photographs - Photos may exist for this station.
 DQ9708
 DQ9708.The dynamic height is computed by dividing the NAVD 88
 DQ9708.geopotential number by the normal gravity value computed on the
 DQ9708.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ9708.degrees latitude (g = 980.6199 gals.).
 DQ9708
 DQ9708.The modeled gravity was interpolated from observed gravity values.
 DQ9708
 DQ9708;                    North         East    Units  Estimated Accuracy
 DQ9708;SPC MN C     -   286,909.1     930,039.4     MT  (+/- 3 meters HH1 GPS) 
 DQ9708
 DQ9708_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWM3438868489(NAD 83)
 DQ9708
 DQ9708                          SUPERSEDED SURVEY CONTROL
 DQ9708
 DQ9708.No superseded survey control is available for this station.
 DQ9708
 DQ9708_MARKER: F = FLANGE-ENCASED ROD
 DQ9708_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DQ9708_STAMPING: 0915 Q 2017
 DQ9708_MARK LOGO: MNDT
 DQ9708_PROJECTION: RECESSED 5 CENTIMETERS
 DQ9708_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DQ9708_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ9708_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ9708+SATELLITE: SATELLITE OBSERVATIONS - August 22, 2017
 DQ9708_ROD/PIPE-DEPTH: 17.4 meters
 DQ9708
 DQ9708  HISTORY     - Date     Condition        Report By
 DQ9708  HISTORY     - 20170822 MONUMENTED       MNDT
 DQ9708
 DQ9708                          STATION DESCRIPTION
 DQ9708
 DQ9708'DESCRIBED BY MN DEPT OF TRANSP 2017
 DQ9708'THE MARK IS LOCATED ABOUT 6.0 MI (9.7 KM) WEST OF CARLTON.
 DQ9708'
 DQ9708'TO REACH THE MARK GO 3.55 MI (5.71 KM) WEST ALONG TRUNK HIGHWAY TRUNK
 DQ9708'HIGHWAY 210 FROM THE JUNCTION OF TRUNK HIGHWAY 210 AND INTERSTATE
 DQ9708'HIGHWAY 35 (THE JUNCTION IS 2.5 MI (4.0 KM) WEST OF CARLTON), AT TRUNK
 DQ9708'HIGHWAY 210 MILE POINT 212.5.
 DQ9708'
 DQ9708'THE MARK IS LOCATED 36.6 FT (11.2 M) NORTH OF TRUNK HIGHWAY 210, 34.5
 DQ9708'FT (10.5 M) WEST OF DRIVEWAY NUMBERS 2463 AND 2467, 1.5 FT (0.5 M)
 DQ9708'SOUTH OF A WITNESS POST.
 DQ9708'
 DQ9708'NOTE-THE STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM ROD
 DQ9708'DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION REMOVABLE DISK
 DQ9708'SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH PVC
 DQ9708'PIPE BACK FILLED WITH WASHED SAND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DQ9711 ***********************************************************************
 DQ9711  DESIGNATION -  0915 R
 DQ9711  PID         -  DQ9711
 DQ9711  STATE/COUNTY-  MN/CARLTON
 DQ9711  COUNTRY     -  US
 DQ9711  USGS QUAD   -  IVERSON (2019)
 DQ9711
 DQ9711                         *CURRENT SURVEY CONTROL
 DQ9711  ______________________________________________________________________
 DQ9711* NAD 83(1986) POSITION- 46 39 55.31   (N) 092 30 57.16   (W)   HD_HELD1
 DQ9711* NAVD 88 ORTHO HEIGHT -   366.249 (meters)     1201.60  (feet) ADJUSTED
 DQ9711  ______________________________________________________________________
 DQ9711  GEOID HEIGHT    -        -28.259 (meters)                     GEOID18
 DQ9711  DYNAMIC HEIGHT  -        366.274 (meters)     1201.68  (feet) COMP
 DQ9711  MODELED GRAVITY -    980,673.3   (mgal)                       NAVD 88
 DQ9711
 DQ9711  VERT ORDER      -  SECOND    CLASS I
 DQ9711
 DQ9711.The horizontal coordinates were determined by differentially corrected
 DQ9711.hand held GPS observations or other comparable positioning techniques
 DQ9711.and have an estimated accuracy of +/- 3 meters.
 DQ9711
 DQ9711.The orthometric height was determined by differential leveling and
 DQ9711.adjusted by the NATIONAL GEODETIC SURVEY
 DQ9711.in April 2021.
 DQ9711
 DQ9711.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ9711.GEOID18 height accuracy estimate available here.
 DQ9711
 DQ9711.Click photographs - Photos may exist for this station.
 DQ9711
 DQ9711.The dynamic height is computed by dividing the NAVD 88
 DQ9711.geopotential number by the normal gravity value computed on the
 DQ9711.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ9711.degrees latitude (g = 980.6199 gals.).
 DQ9711
 DQ9711.The modeled gravity was interpolated from observed gravity values.
 DQ9711
 DQ9711;                    North         East    Units  Estimated Accuracy
 DQ9711;SPC MN C     -   286,553.7     932,692.9     MT  (+/- 3 meters HH1 GPS) 
 DQ9711
 DQ9711_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWM3703468092(NAD 83)
 DQ9711
 DQ9711                          SUPERSEDED SURVEY CONTROL
 DQ9711
 DQ9711.No superseded survey control is available for this station.
 DQ9711
 DQ9711_MARKER: F = FLANGE-ENCASED ROD
 DQ9711_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DQ9711_STAMPING: 0915 R 2017
 DQ9711_MARK LOGO: MNDT
 DQ9711_PROJECTION: RECESSED 8 CENTIMETERS
 DQ9711_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DQ9711_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ9711_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ9711+SATELLITE: SATELLITE OBSERVATIONS - August 22, 2017
 DQ9711_ROD/PIPE-DEPTH: 12.8 meters
 DQ9711
 DQ9711  HISTORY     - Date     Condition        Report By
 DQ9711  HISTORY     - 20170822 MONUMENTED       MNDT
 DQ9711
 DQ9711                          STATION DESCRIPTION
 DQ9711
 DQ9711'DESCRIBED BY MN DEPT OF TRANSP 2017
 DQ9711'THE MARK IS LOCATED ABOUT 4.1 MI (6.6 KM) WEST OF CARLTON.
 DQ9711'
 DQ9711'TO REACH THE MARK GO 1.85 MI (2.98 KM) WEST ALONG TRUNK HIGHWAY 210
 DQ9711'FROM THE JUNCTION OF TRUNK HIGHWAY 210 AND INTERSTATE HIGHWAY 35 (THE
 DQ9711'JUNCTION IS 2.5 MI (4.0 KM) WEST OF CARLTON), AT TRUNK HIGHWAY 210
 DQ9711'MILE POINT 214.2.
 DQ9711'
 DQ9711'THE MARK IS LOCATED 30.6 FT (9.3 M) NORTH OF TRUNK HIGHWAY 210, 1.5 FT
 DQ9711'(0.5 M) SOUTH OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DQ9712 ***********************************************************************
 DQ9712  DESIGNATION -  0915 S
 DQ9712  PID         -  DQ9712
 DQ9712  STATE/COUNTY-  MN/CARLTON
 DQ9712  COUNTRY     -  US
 DQ9712  USGS QUAD   -  CLOQUET (2019)
 DQ9712
 DQ9712                         *CURRENT SURVEY CONTROL
 DQ9712  ______________________________________________________________________
 DQ9712* NAD 83(1986) POSITION- 46 39 49.81   (N) 092 29 42.68   (W)   HD_HELD1
 DQ9712* NAVD 88 ORTHO HEIGHT -   364.494 (meters)     1195.84  (feet) ADJUSTED
 DQ9712  ______________________________________________________________________
 DQ9712  GEOID HEIGHT    -        -28.257 (meters)                     GEOID18
 DQ9712  DYNAMIC HEIGHT  -        364.520 (meters)     1195.93  (feet) COMP
 DQ9712  MODELED GRAVITY -    980,674.1   (mgal)                       NAVD 88
 DQ9712
 DQ9712  VERT ORDER      -  SECOND    CLASS I
 DQ9712
 DQ9712.The horizontal coordinates were determined by differentially corrected
 DQ9712.hand held GPS observations or other comparable positioning techniques
 DQ9712.and have an estimated accuracy of +/- 3 meters.
 DQ9712
 DQ9712.The orthometric height was determined by differential leveling and
 DQ9712.adjusted by the NATIONAL GEODETIC SURVEY
 DQ9712.in April 2021.
 DQ9712
 DQ9712.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ9712.GEOID18 height accuracy estimate available here.
 DQ9712
 DQ9712.Click photographs - Photos may exist for this station.
 DQ9712
 DQ9712.The dynamic height is computed by dividing the NAVD 88
 DQ9712.geopotential number by the normal gravity value computed on the
 DQ9712.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ9712.degrees latitude (g = 980.6199 gals.).
 DQ9712
 DQ9712.The modeled gravity was interpolated from observed gravity values.
 DQ9712
 DQ9712;                    North         East    Units  Estimated Accuracy
 DQ9712;SPC MN C     -   286,418.8     934,279.4     MT  (+/- 3 meters HH1 GPS) 
 DQ9712
 DQ9712_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWM3861867932(NAD 83)
 DQ9712
 DQ9712                          SUPERSEDED SURVEY CONTROL
 DQ9712
 DQ9712.No superseded survey control is available for this station.
 DQ9712
 DQ9712_MARKER: F = FLANGE-ENCASED ROD
 DQ9712_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DQ9712_STAMPING: 0915 S 2017
 DQ9712_MARK LOGO: MNDT
 DQ9712_PROJECTION: RECESSED 8 CENTIMETERS
 DQ9712_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DQ9712_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ9712_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ9712+SATELLITE: SATELLITE OBSERVATIONS - August 21, 2017
 DQ9712_ROD/PIPE-DEPTH: 9.4 meters
 DQ9712
 DQ9712  HISTORY     - Date     Condition        Report By
 DQ9712  HISTORY     - 20170821 MONUMENTED       MNDT
 DQ9712
 DQ9712                          STATION DESCRIPTION
 DQ9712
 DQ9712'DESCRIBED BY MN DEPT OF TRANSP 2017
 DQ9712'THE MARK IS LOCATED ABOUT 3.0 MI (4.8 KM) WEST OF CARLTON.
 DQ9712'
 DQ9712'TO REACH THE MARK GO 0.85 MI (1.37 KM) WEST ALONG TRUNK HIGHWAY 210
 DQ9712'FROM THE JUNCTION OF 210 AND INTERSTATE HIGHWAY 35 (THE JUNCTION IS
 DQ9712'2.5 MI (4.0 KM) WEST OF CARLTON), AT TRUNK HIGHWAY 210 MILE POINT
 DQ9712'215.2.
 DQ9712'
 DQ9712'THE MARK IS LOCATED 34.3 FT (10.5 M) NORTH OF TRUNK HIGHWAY 210, 14.2
 DQ9712'FT (4.3 M) EAST OF THE SOUTH LEG OF A BYPASS LANE SIGN, 194.7 FT (59.3
 DQ9712'M) EAST OF DRIVEWAY NUMBER 1945, 1.5 FT (0.5 M) SOUTH OF A WITNESS
 DQ9712'POST.
 DQ9712'
 DQ9712'NOTE-THE STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM ROD
 DQ9712'DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION REMOVABLE DISK
 DQ9712'SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH PVC
 DQ9712'PIPE BACK FILLED WITH WASHED SAND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 RN0096 ***********************************************************************
 RN0096  DESIGNATION -  0916 A
 RN0096  PID         -  RN0096
 RN0096  STATE/COUNTY-  MN/CARLTON
 RN0096  COUNTRY     -  US
 RN0096  USGS QUAD   -  CLOQUET (2019)
 RN0096
 RN0096                         *CURRENT SURVEY CONTROL
 RN0096  ______________________________________________________________________
 RN0096* NAD 83(1986) POSITION- 46 39 53.11   (N) 092 24 14.66   (W)   HD_HELD1
 RN0096* NAVD 88 ORTHO HEIGHT -   316.393 (meters)     1038.03  (feet) ADJUSTED
 RN0096  ______________________________________________________________________
 RN0096  GEOID HEIGHT    -        -28.262 (meters)                     GEOID18
 RN0096  DYNAMIC HEIGHT  -        316.417 (meters)     1038.11  (feet) COMP
 RN0096  MODELED GRAVITY -    980,682.0   (mgal)                       NAVD 88
 RN0096
 RN0096  VERT ORDER      -  SECOND    CLASS I
 RN0096
 RN0096.The horizontal coordinates were determined by differentially corrected
 RN0096.hand held GPS observations or other comparable positioning techniques
 RN0096.and have an estimated accuracy of +/- 3 meters.
 RN0096
 RN0096.The orthometric height was determined by differential leveling and
 RN0096.adjusted by the NATIONAL GEODETIC SURVEY
 RN0096.in April 2021.
 RN0096
 RN0096.Significant digits in the geoid height do not necessarily reflect accuracy.
 RN0096.GEOID18 height accuracy estimate available here.
 RN0096
 RN0096.Click photographs - Photos may exist for this station.
 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     -   286,679.1     941,248.2     MT  (+/- 3 meters HH1 GPS) 
 RN0096
 RN0096_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWM4558868082(NAD 83)
 RN0096
 RN0096                          SUPERSEDED SURVEY CONTROL
 RN0096
 RN0096  NAVD 88 (06/15/91)  316.400  (m)         1038.06   (f) SUPERSEDED  2 0
 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
 RN0096.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RN0096.See file dsdata.pdf to determine how the superseded data were derived.
 RN0096
 RN0096_MARKER: DB = BENCH MARK DISK
 RN0096_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 RN0096_SP_SET: BRIDGE ABUTMENT
 RN0096_STAMPING: 0916 A 1961
 RN0096_MARK LOGO: MNHD
 RN0096_MAGNETIC: N = NO MAGNETIC MATERIAL
 RN0096_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RN0096_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 RN0096+SATELLITE: SATELLITE OBSERVATIONS - August 01, 2017
 RN0096
 RN0096  HISTORY     - Date     Condition        Report By
 RN0096  HISTORY     - 19610401 MONUMENTED       MNHD
 RN0096  HISTORY     - 1971     GOOD             MNDT
 RN0096  HISTORY     - 20100601 GOOD             MNDT
 RN0096  HISTORY     - 20170801 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.
 RN0096
 RN0096                          STATION RECOVERY (2010)
 RN0096
 RN0096'RECOVERY NOTE BY MN DEPT OF TRANSP 2010 (JRB)
 RN0096'0.4 MILES NORTHWEST OF THOMPSON RAILROAD CROSSING, IN SOUTHEAST CORNER
 RN0096'OF TRUNK HIGHWAY 210 BRIDGE 09001 OVER SAINT LOUIS RIVER, IN BRIDGE
 RN0096'SEAT.
 RN0096
 RN0096                          STATION RECOVERY (2017)
 RN0096
 RN0096'RECOVERY NOTE BY MN DEPT OF TRANSP 2017 (KMS)
 RN0096'THE STATION IS LOCATED ABOUT 4.7 MI (7.6 KM) SOUTH-SOUTHEAST OF
 RN0096'CLOQUET, 3.5 MI (5.6 KM) NORTH-NORTHWEST OF WRENSHALL AND 3.4 MI (5.5
 RN0096'KM) SOUTHWEST OF ESKO.
 RN0096'
 RN0096'TO REACH THE MARK IN THE SOUTHEAST CORNER OF TRUNK HIGHWAY 210 BRIDGE
 RN0096'NUMBER 09001 OVER SAINT LOUIS RIVER, 1.05 MI (1.69 KM) EAST ALONG
 RN0096'TRUNK HIGHWAY 210 FROM THE JUNCTION OF TRUNK HIGHWAY 210 AND TRUNK
 RN0096'HIGHWAY 45 IN CARLTON, AT TRUNK HIGHWAY 210 MILE POINT 219.65.
 RN0096'
 RN0096'THE MARK IS LOCATED 20.0 FT (6.1 M) SOUTH OF TRUNK HIGHWAY 210.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 RN0101 ***********************************************************************
 RN0101  DESIGNATION -  0916 B
 RN0101  PID         -  RN0101
 RN0101  STATE/COUNTY-  MN/CARLTON
 RN0101  COUNTRY     -  US
 RN0101  USGS QUAD   -  CLOQUET (2019)
 RN0101
 RN0101                         *CURRENT SURVEY CONTROL
 RN0101  ______________________________________________________________________
 RN0101* NAD 83(2011) POSITION- 46 39 50.67189(N) 092 27 06.04068(W)   NO CHECK
 RN0101* NAD 83(2011) ELLIP HT-   308.477 (meters)        (03/12/13)   NO CHECK
 RN0101* NAD 83(2011) EPOCH   -  2010.00
 RN0101* NAVD 88 ORTHO HEIGHT -   336.751 (meters)     1104.82  (feet) ADJUSTED
 RN0101  ______________________________________________________________________
 RN0101  GEOID HEIGHT    -        -28.260 (meters)                     GEOID18
 RN0101  NAD 83(2011) X  -   -187,582.077 (meters)                     COMP
 RN0101  NAD 83(2011) Y  - -4,381,122.280 (meters)                     COMP
 RN0101  NAD 83(2011) Z  -  4,616,440.758 (meters)                     COMP
 RN0101  LAPLACE CORR    -         -0.25  (seconds)                    DEFLEC18
 RN0101  DYNAMIC HEIGHT  -        336.775 (meters)     1104.90  (feet) COMP
 RN0101  MODELED GRAVITY -    980,677.5   (mgal)                       NAVD 88
 RN0101
 RN0101  VERT ORDER      -  SECOND    CLASS I
 RN0101
 RN0101  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 RN0101  Standards:
 RN0101         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 RN0101            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 RN0101  -------------------------------------------------------------------
 RN0101  NETWORK    1.24   1.35           0.55   0.46   0.69     -0.01411000
 RN0101  -------------------------------------------------------------------
 RN0101  Click here for local accuracies and other accuracy information.
 RN0101
 RN0101.The horizontal coordinates were established by GPS observations
 RN0101.and adjusted by the National Geodetic Survey in March 2013.
 RN0101
 RN0101.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 RN0101.been affixed to the stable North American tectonic plate. See 
 RN0101.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 RN0101
 RN0101.The horizontal coordinates are valid at the epoch date displayed above
 RN0101.which is a decimal equivalence of Year/Month/Day.
 RN0101
 RN0101.No horizontal observational check was made to the station.
 RN0101
 RN0101.The orthometric height was determined by differential leveling and
 RN0101.adjusted by the NATIONAL GEODETIC SURVEY
 RN0101.in April 2021.
 RN0101
 RN0101.Significant digits in the geoid height do not necessarily reflect accuracy.
 RN0101.GEOID18 height accuracy estimate available here.
 RN0101
 RN0101.Click photographs - Photos may exist for this station.
 RN0101
 RN0101.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 RN0101
 RN0101.The Laplace correction was computed from DEFLEC18 derived deflections.
 RN0101
 RN0101.The ellipsoidal height was determined by GPS observations
 RN0101.and is referenced to NAD 83.
 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. The following values were computed from the NAD 83(2011) position.
 RN0101
 RN0101;                    North         East     Units Scale Factor Converg.
 RN0101;SPC MN C     -   286,520.042   937,607.762   MT  0.99993850   +1 18 03.2
 RN0101;SPC MN C     -   940,024.50  3,076,134.80   sFT  0.99993850   +1 18 03.2
 RN0101;UTM  15      - 5,167,981.134   541,947.015   MT  0.99962163   +0 23 55.8
 RN0101
 RN0101!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RN0101!SPC MN C     -   0.99995165  x   0.99993850  =   0.99989015
 RN0101!UTM  15      -   0.99995165  x   0.99962163  =   0.99957329
 RN0101
 RN0101_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWM4194767981(NAD 83)
 RN0101
 RN0101                          SUPERSEDED SURVEY CONTROL
 RN0101
 RN0101  NAD 83(2007)-  46 39 50.67192(N)    092 27 06.04169(W) AD(2002.00) 1
 RN0101  ELLIP H (07/27/12)  308.512  (m)                       GP(2002.00) 4 2
 RN0101  NAVD 88             336.76   (m)         1104.9    (f) LEVELING    3  
 RN0101  NAVD 88 (06/15/91)  336.759  (m)         1104.85   (f) SUPERSEDED  1 2
 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
 RN0101.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RN0101.See file dsdata.pdf to determine how the superseded data were derived.
 RN0101
 RN0101_MARKER: DB = BENCH MARK DISK
 RN0101_SETTING: 66 = SET IN ROCK OUTCROP
 RN0101_STAMPING: 0916 B 1971
 RN0101_MARK LOGO: MNHD
 RN0101_MAGNETIC: N = NO MAGNETIC MATERIAL
 RN0101_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 RN0101+STABILITY: POSITION/ELEVATION WELL
 RN0101_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 RN0101+SATELLITE: SATELLITE OBSERVATIONS - August 02, 2017
 RN0101
 RN0101  HISTORY     - Date     Condition        Report By
 RN0101  HISTORY     - 1971     MONUMENTED       MNHD
 RN0101  HISTORY     - 1979     GOOD             NGS
 RN0101  HISTORY     - 20110329 GOOD             CARLMC
 RN0101  HISTORY     - 20170802 GOOD             MNDT
 RN0101
 RN0101                          STATION DESCRIPTION
 RN0101
 RN0101'DESCRIBED BY MN HIGHWAY DEPT 1971
 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, T48N,
 RN0101'R17W.
 RN0101
 RN0101                          STATION RECOVERY (1979)
 RN0101
 RN0101'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 RN0101'RECOVERED IN GOOD CONDITION.
 RN0101
 RN0101                          STATION RECOVERY (2011)
 RN0101
 RN0101'RECOVERY NOTE BY CARLSON MCCAIN INC 2011 (CPL)
 RN0101'RECOVERED AS DESCRIBED.
 RN0101
 RN0101                          STATION RECOVERY (2017)
 RN0101
 RN0101'RECOVERY NOTE BY MN DEPT OF TRANSP 2017 (KDJ)
 RN0101'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DQ9719 ***********************************************************************
 DQ9719  DESIGNATION -  0916 B 1
 DQ9719  PID         -  DQ9719
 DQ9719  STATE/COUNTY-  MN/CARLTON
 DQ9719  COUNTRY     -  US
 DQ9719  USGS QUAD   -  CLOQUET (2019)
 DQ9719
 DQ9719                         *CURRENT SURVEY CONTROL
 DQ9719  ______________________________________________________________________
 DQ9719* NAD 83(1986) POSITION- 46 39 52.27   (N) 092 25 57.27   (W)   HD_HELD1
 DQ9719* NAVD 88 ORTHO HEIGHT -   338.592 (meters)     1110.86  (feet) ADJUSTED
 DQ9719  ______________________________________________________________________
 DQ9719  GEOID HEIGHT    -        -28.262 (meters)                     GEOID18
 DQ9719  DYNAMIC HEIGHT  -        338.618 (meters)     1110.95  (feet) COMP
 DQ9719  MODELED GRAVITY -    980,679.7   (mgal)                       NAVD 88
 DQ9719
 DQ9719  VERT ORDER      -  SECOND    CLASS I
 DQ9719
 DQ9719.The horizontal coordinates were determined by differentially corrected
 DQ9719.hand held GPS observations or other comparable positioning techniques
 DQ9719.and have an estimated accuracy of +/- 3 meters.
 DQ9719
 DQ9719.The orthometric height was determined by differential leveling and
 DQ9719.adjusted by the NATIONAL GEODETIC SURVEY
 DQ9719.in April 2021.
 DQ9719
 DQ9719.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ9719.GEOID18 height accuracy estimate available here.
 DQ9719
 DQ9719.Click photographs - Photos may exist for this station.
 DQ9719
 DQ9719.The dynamic height is computed by dividing the NAVD 88
 DQ9719.geopotential number by the normal gravity value computed on the
 DQ9719.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ9719.degrees latitude (g = 980.6199 gals.).
 DQ9719
 DQ9719.The modeled gravity was interpolated from observed gravity values.
 DQ9719
 DQ9719;                    North         East    Units  Estimated Accuracy
 DQ9719;SPC MN C     -   286,602.7     939,068.1     MT  (+/- 3 meters HH1 GPS) 
 DQ9719
 DQ9719_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWM4340868040(NAD 83)
 DQ9719
 DQ9719                          SUPERSEDED SURVEY CONTROL
 DQ9719
 DQ9719.No superseded survey control is available for this station.
 DQ9719
 DQ9719_MARKER: DB = BENCH MARK DISK
 DQ9719_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DQ9719_SP_SET: BRIDGE ABUTMENT
 DQ9719_STAMPING: 0916 B 1 1983
 DQ9719_MARK LOGO: MNHD
 DQ9719_MAGNETIC: N = NO MAGNETIC MATERIAL
 DQ9719_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ9719_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DQ9719+SATELLITE: SATELLITE OBSERVATIONS - August 01, 2017
 DQ9719
 DQ9719  HISTORY     - Date     Condition        Report By
 DQ9719  HISTORY     - 19830401 MONUMENTED       MNHD
 DQ9719  HISTORY     - 20170801 GOOD             MNDT
 DQ9719
 DQ9719                          STATION DESCRIPTION
 DQ9719
 DQ9719'DESCRIBED BY MN DEPT OF TRANSP 2017 (KMS)
 DQ9719'THE STATION IS LOCATED ABOUT 4.4 MI (7.1 KM) SOUTHWEST OF ESKO, 4.1 MI
 DQ9719'(6.6 KM) SOUTH-SOUTHEAST OF CLOQUET AND 4.1 MI (6.6 KM) NORTHWEST OF
 DQ9719'WRENSHALL.
 DQ9719'
 DQ9719'TO REACH THE MARK IN ABUTMENT IN THE SOUTHEAST CORNER OF TRUNK HIGHWAY
 DQ9719'210 BRIDGE NUMBER 09006 OVER THE RAILROAD TRACKS, 0.4 MI (0.6 KM) WEST
 DQ9719'ALONG TRUNK HIGHWAY 210 FROM THE JUNCTION OF TRUNK HIGHWAY 210 AND
 DQ9719'TRUNK HIGHWAY 45 IN CARLTON, AT TRUNK HIGHWAY 210 MILE POINT 218.2.
 DQ9719'
 DQ9719'THE MARK IS LOCATED 26.5 FT (8.1 M) SOUTH OF TRUNK HIGHWAY 210.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DQ9720 ***********************************************************************
 DQ9720  DESIGNATION -  0916 C
 DQ9720  PID         -  DQ9720
 DQ9720  STATE/COUNTY-  MN/CARLTON
 DQ9720  COUNTRY     -  US
 DQ9720  USGS QUAD   -  CLOQUET (2019)
 DQ9720
 DQ9720                         *CURRENT SURVEY CONTROL
 DQ9720  ______________________________________________________________________
 DQ9720* NAD 83(1986) POSITION- 46 39 54.3    (N) 092 24 32.1    (W)   HD_HELD2
 DQ9720* NAVD 88 ORTHO HEIGHT -   320.421 (meters)     1051.25  (feet) ADJUSTED
 DQ9720  ______________________________________________________________________
 DQ9720  GEOID HEIGHT    -        -28.263 (meters)                     GEOID18
 DQ9720  DYNAMIC HEIGHT  -        320.446 (meters)     1051.33  (feet) COMP
 DQ9720  MODELED GRAVITY -    980,681.6   (mgal)                       NAVD 88
 DQ9720
 DQ9720  VERT ORDER      -  SECOND    CLASS I
 DQ9720
 DQ9720.The horizontal coordinates were established by autonomous hand held GPS
 DQ9720.observations and have an estimated accuracy of +/- 10 meters.
 DQ9720
 DQ9720.The orthometric height was determined by differential leveling and
 DQ9720.adjusted by the NATIONAL GEODETIC SURVEY
 DQ9720.in April 2021.
 DQ9720
 DQ9720.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ9720.GEOID18 height accuracy estimate available here.
 DQ9720
 DQ9720.Click photographs - Photos may exist for this station.
 DQ9720
 DQ9720.The dynamic height is computed by dividing the NAVD 88
 DQ9720.geopotential number by the normal gravity value computed on the
 DQ9720.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ9720.degrees latitude (g = 980.6199 gals.).
 DQ9720
 DQ9720.The modeled gravity was interpolated from observed gravity values.
 DQ9720
 DQ9720;                    North         East    Units  Estimated Accuracy
 DQ9720;SPC MN C     -   286,707.      940,877.      MT  (+/- 10 meters HH2 GPS)
 DQ9720
 DQ9720_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWM4521768116(NAD 83)
 DQ9720
 DQ9720                          SUPERSEDED SURVEY CONTROL
 DQ9720
 DQ9720.No superseded survey control is available for this station.
 DQ9720
 DQ9720_MARKER: F = FLANGE-ENCASED ROD
 DQ9720_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DQ9720_STAMPING: 0916 C 2017
 DQ9720_MARK LOGO: MNDT
 DQ9720_PROJECTION: RECESSED 5 CENTIMETERS
 DQ9720_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DQ9720_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ9720_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ9720+SATELLITE: SATELLITE OBSERVATIONS - October 03, 2017
 DQ9720_ROD/PIPE-DEPTH: 4.3 meters
 DQ9720
 DQ9720  HISTORY     - Date     Condition        Report By
 DQ9720  HISTORY     - 20171003 MONUMENTED       MNDT
 DQ9720
 DQ9720                          STATION DESCRIPTION
 DQ9720
 DQ9720'DESCRIBED BY MN DEPT OF TRANSP 2017
 DQ9720'THE STATION IS LOCATED ABOUT 4.6 MI (7.4 KM) SOUTH-SOUTHEAST OF
 DQ9720'CLOQUET, 3.6 MI (5.8 KM) SOUTHWEST OF ESKO AND 3.6 MI (5.8 KM)
 DQ9720'NORTH-NORTHWEST OF WRENSHALL.
 DQ9720'
 DQ9720'TO REACH THE MARK GO 0.75 MI (1.21 KM) EAST ALONG TRUNK HIGHWAY 210
 DQ9720'FROM THE JUNCTION OF TRUNK HIGHWAY 210 AND TRUNK HIGHWAY 45 IN
 DQ9720'CARLTON, AT TRUNK HIGHWAY 210 MILE POINT 219.35.
 DQ9720'
 DQ9720'THE MARK IS LOCATED 35.1 FT (10.7 M) NORTH OF TRUNK HIGHWAY 210, 39.7
 DQ9720'FT (12.1 M) WEST OF AN ENTRANCE, 1.5 FT (0.5 M) SOUTH OF A WITNESS
 DQ9720'POST.
 DQ9720'
 DQ9720'NOTE-THE STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM ROD
 DQ9720'DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION REMOVABLE DISK
 DQ9720'SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH PVC
 DQ9720'PIPE BACK FILLED WITH WASHED SAND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DQ9721 ***********************************************************************
 DQ9721  DESIGNATION -  0916 D
 DQ9721  PID         -  DQ9721
 DQ9721  STATE/COUNTY-  MN/CARLTON
 DQ9721  COUNTRY     -  US
 DQ9721  USGS QUAD   -  CLOQUET (2019)
 DQ9721
 DQ9721                         *CURRENT SURVEY CONTROL
 DQ9721  ______________________________________________________________________
 DQ9721* NAD 83(1986) POSITION- 46 39 45.41   (N) 092 23 57.42   (W)   HD_HELD1
 DQ9721* NAVD 88 ORTHO HEIGHT -   319.933 (meters)     1049.65  (feet) ADJUSTED
 DQ9721  ______________________________________________________________________
 DQ9721  GEOID HEIGHT    -        -28.258 (meters)                     GEOID18
 DQ9721  DYNAMIC HEIGHT  -        319.957 (meters)     1049.73  (feet) COMP
 DQ9721  MODELED GRAVITY -    980,682.4   (mgal)                       NAVD 88
 DQ9721
 DQ9721  VERT ORDER      -  SECOND    CLASS I
 DQ9721
 DQ9721.The horizontal coordinates were determined by differentially corrected
 DQ9721.hand held GPS observations or other comparable positioning techniques
 DQ9721.and have an estimated accuracy of +/- 3 meters.
 DQ9721
 DQ9721.The orthometric height was determined by differential leveling and
 DQ9721.adjusted by the NATIONAL GEODETIC SURVEY
 DQ9721.in April 2021.
 DQ9721
 DQ9721.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ9721.GEOID18 height accuracy estimate available here.
 DQ9721
 DQ9721.Click photographs - Photos may exist for this station.
 DQ9721
 DQ9721.The dynamic height is computed by dividing the NAVD 88
 DQ9721.geopotential number by the normal gravity value computed on the
 DQ9721.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ9721.degrees latitude (g = 980.6199 gals.).
 DQ9721
 DQ9721.The modeled gravity was interpolated from observed gravity values.
 DQ9721
 DQ9721;                    North         East    Units  Estimated Accuracy
 DQ9721;SPC MN C     -   286,450.0     941,620.1     MT  (+/- 3 meters HH1 GPS) 
 DQ9721
 DQ9721_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWM4595667847(NAD 83)
 DQ9721
 DQ9721                          SUPERSEDED SURVEY CONTROL
 DQ9721
 DQ9721.No superseded survey control is available for this station.
 DQ9721
 DQ9721_MARKER: F = FLANGE-ENCASED ROD
 DQ9721_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DQ9721_STAMPING: 0916 D 2017
 DQ9721_MARK LOGO: MNDT
 DQ9721_PROJECTION: RECESSED 8 CENTIMETERS
 DQ9721_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DQ9721_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ9721_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ9721+SATELLITE: SATELLITE OBSERVATIONS - September 28, 2017
 DQ9721_ROD/PIPE-DEPTH: 4.0 meters
 DQ9721
 DQ9721  HISTORY     - Date     Condition        Report By
 DQ9721  HISTORY     - 20170928 MONUMENTED       MNDT
 DQ9721
 DQ9721                          STATION DESCRIPTION
 DQ9721
 DQ9721'DESCRIBED BY MN DEPT OF TRANSP 2017
 DQ9721'THE STATION IS LOCATED ABOUT 5.0 MI (8.0 KM) SOUTHEAST OF CLOQUET, 3.4
 DQ9721'MI (5.5 KM) SOUTH-SOUTHWEST OF ESKO AND 3.3 MI (5.3 KM)
 DQ9721'NORTH-NORTHWEST OF WRENSHALL.
 DQ9721'
 DQ9721'TO REACH THE MARK GO 1.35 MI (2.17 KM) EAST ALONG TRUNK HIGHWAY 210
 DQ9721'FROM THE JUNCTION OF TRUNK HIGHWAY 210 AND TRUNK HIGHWAY 45 IN
 DQ9721'CARLTON, AT TRUNK HIGHWAY 210 MILE POINT 219.90.
 DQ9721'
 DQ9721'THE MARK IS LOCATED 40.8 FT (12.4 M) WEST OF TRUNK HIGHWAY 210, 29.8
 DQ9721'FT (9.1 M) NORTH OF VERMILION STREET EXTENDED, 25.9 FT (7.9 M)
 DQ9721'NORTH-NORTHEAST OF A POWER POLE WITH A GUY WIRE, 1.5 FT (0.5 M) EAST
 DQ9721'OF A WITNESS POST.
 DQ9721'
 DQ9721'NOTE-THE STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM ROD
 DQ9721'DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION REMOVABLE DISK
 DQ9721'SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH PVC
 DQ9721'PIPE BACK FILLED WITH WASHED SAND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DQ9722 ***********************************************************************
 DQ9722  DESIGNATION -  0916 E
 DQ9722  PID         -  DQ9722
 DQ9722  STATE/COUNTY-  MN/CARLTON
 DQ9722  COUNTRY     -  US
 DQ9722  USGS QUAD   -  CLOQUET (2019)
 DQ9722
 DQ9722                         *CURRENT SURVEY CONTROL
 DQ9722  ______________________________________________________________________
 DQ9722* NAD 83(1986) POSITION- 46 39 21.0    (N) 092 23 07.7    (W)   HD_HELD2
 DQ9722* NAVD 88 ORTHO HEIGHT -   299.278 (meters)      981.88  (feet) ADJUSTED
 DQ9722  ______________________________________________________________________
 DQ9722  GEOID HEIGHT    -        -28.246 (meters)                     GEOID18
 DQ9722  DYNAMIC HEIGHT  -        299.302 (meters)      981.96  (feet) COMP
 DQ9722  MODELED GRAVITY -    980,683.7   (mgal)                       NAVD 88
 DQ9722
 DQ9722  VERT ORDER      -  SECOND    CLASS I
 DQ9722
 DQ9722.The horizontal coordinates were established by autonomous hand held GPS
 DQ9722.observations and have an estimated accuracy of +/- 10 meters.
 DQ9722
 DQ9722.The orthometric height was determined by differential leveling and
 DQ9722.adjusted by the NATIONAL GEODETIC SURVEY
 DQ9722.in April 2021.
 DQ9722
 DQ9722.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ9722.GEOID18 height accuracy estimate available here.
 DQ9722
 DQ9722.Click photographs - Photos may exist for this station.
 DQ9722
 DQ9722.The dynamic height is computed by dividing the NAVD 88
 DQ9722.geopotential number by the normal gravity value computed on the
 DQ9722.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ9722.degrees latitude (g = 980.6199 gals.).
 DQ9722
 DQ9722.The modeled gravity was interpolated from observed gravity values.
 DQ9722
 DQ9722;                    North         East    Units  Estimated Accuracy
 DQ9722;SPC MN C     -   285,721.      942,694.      MT  (+/- 10 meters HH2 GPS)
 DQ9722
 DQ9722_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWM4701867102(NAD 83)
 DQ9722
 DQ9722                          SUPERSEDED SURVEY CONTROL
 DQ9722
 DQ9722.No superseded survey control is available for this station.
 DQ9722
 DQ9722_MARKER: F = FLANGE-ENCASED ROD
 DQ9722_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DQ9722_STAMPING: 0916 E 2017
 DQ9722_MARK LOGO: MNDT
 DQ9722_PROJECTION: RECESSED 8 CENTIMETERS
 DQ9722_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DQ9722_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ9722_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DQ9722+SATELLITE: SATELLITE OBSERVATIONS - September 28, 2017
 DQ9722_ROD/PIPE-DEPTH: 4.0 meters
 DQ9722
 DQ9722  HISTORY     - Date     Condition        Report By
 DQ9722  HISTORY     - 20170928 MONUMENTED       MNDT
 DQ9722
 DQ9722                          STATION DESCRIPTION
 DQ9722
 DQ9722'DESCRIBED BY MN DEPT OF TRANSP 2017
 DQ9722'THE MARK IS LOCATED ABOUT 2.2 MI (3.5 KM) EAST OF CARLTON.
 DQ9722'
 DQ9722'TO REACH THE MARK GO 2.3 MI (3.7 KM) EAST ALONG TRUNK HIGHWAY 210 FROM
 DQ9722'THE JUNCTION OF TRUNK HIGHWAY 210 AND TRUNK HIGHWAY 45 IN CARLTON, AT
 DQ9722'TRUNK HIGHWAY 210 MILE POINT 220.85.
 DQ9722'
 DQ9722'THE MARK IS LOCATED 25.2 FT (7.7 M) NORTH-NORTHEAST OF TRUNK HIGHWAY
 DQ9722'210, 21.2 FT (6.5 M) SOUTH-SOUTHWEST OF AN ENTRANCE, 1.5 FT (0.5 M)
 DQ9722'NORTH-NORTHEAST OF A WITNESS POST.
 DQ9722'
 DQ9722'NOTE-THE STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM ROD
 DQ9722'DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION REMOVABLE DISK
 DQ9722'SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH PVC
 DQ9722'PIPE BACK FILLED WITH WASHED SAND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DQ9723 ***********************************************************************
 DQ9723  DESIGNATION -  0916 F
 DQ9723  PID         -  DQ9723
 DQ9723  STATE/COUNTY-  MN/CARLTON
 DQ9723  COUNTRY     -  US
 DQ9723  USGS QUAD   -  ESKO (2019)
 DQ9723
 DQ9723                         *CURRENT SURVEY CONTROL
 DQ9723  ______________________________________________________________________
 DQ9723* NAD 83(1986) POSITION- 46 39 18.6    (N) 092 21 53.0    (W)   HD_HELD2
 DQ9723* NAVD 88 ORTHO HEIGHT -   270.433 (meters)      887.25  (feet) ADJUSTED
 DQ9723  ______________________________________________________________________
 DQ9723  GEOID HEIGHT    -        -28.247 (meters)                     GEOID18
 DQ9723  DYNAMIC HEIGHT  -        270.455 (meters)      887.32  (feet) COMP
 DQ9723  MODELED GRAVITY -    980,686.6   (mgal)                       NAVD 88
 DQ9723
 DQ9723  VERT ORDER      -  SECOND    CLASS I
 DQ9723
 DQ9723.The horizontal coordinates were established by autonomous hand held GPS
 DQ9723.observations and have an estimated accuracy of +/- 10 meters.
 DQ9723
 DQ9723.The orthometric height was determined by differential leveling and
 DQ9723.adjusted by the NATIONAL GEODETIC SURVEY
 DQ9723.in April 2021.
 DQ9723
 DQ9723.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ9723.GEOID18 height accuracy estimate available here.
 DQ9723
 DQ9723.Click photographs - Photos may exist for this station.
 DQ9723
 DQ9723.The dynamic height is computed by dividing the NAVD 88
 DQ9723.geopotential number by the normal gravity value computed on the
 DQ9723.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ9723.degrees latitude (g = 980.6199 gals.).
 DQ9723
 DQ9723.The modeled gravity was interpolated from observed gravity values.
 DQ9723
 DQ9723;                    North         East    Units  Estimated Accuracy
 DQ9723;SPC MN C     -   285,685.      944,284.      MT  (+/- 10 meters HH2 GPS)
 DQ9723
 DQ9723_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWM4860767041(NAD 83)
 DQ9723
 DQ9723                          SUPERSEDED SURVEY CONTROL
 DQ9723
 DQ9723.No superseded survey control is available for this station.
 DQ9723
 DQ9723_MARKER: F = FLANGE-ENCASED ROD
 DQ9723_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DQ9723_STAMPING: 0916 F 2017
 DQ9723_MARK LOGO: MNDT
 DQ9723_PROJECTION: RECESSED 8 CENTIMETERS
 DQ9723_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DQ9723_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ9723_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ9723+SATELLITE: SATELLITE OBSERVATIONS - September 28, 2017
 DQ9723_ROD/PIPE-DEPTH: 4.0 meters
 DQ9723
 DQ9723  HISTORY     - Date     Condition        Report By
 DQ9723  HISTORY     - 20170928 MONUMENTED       MNDT
 DQ9723
 DQ9723                          STATION DESCRIPTION
 DQ9723
 DQ9723'DESCRIBED BY MN DEPT OF TRANSP 2017
 DQ9723'THE MARK IS LOCATED ABOUT 3.2 MI (5.1 KM) EAST OF CARLTON.
 DQ9723'
 DQ9723'TO REACH THE MARK GO 3.35 MI (5.39 KM) EAST ALONG TRUNK HIGHWAY 210
 DQ9723'FROM THE JUNCTION OF TRUNK HIGHWAY 210 AND TRUNK HIGHWAY 45 IN
 DQ9723'CARLTON, AT TRUNK HIGHWAY 210 MILE POINT 221.95.
 DQ9723'
 DQ9723'THE MARK IS LOCATED 17.6 FT (5.4 M) NORTH TRUNK HIGHWAY 210, 21.2 FT
 DQ9723'(6.5 M) WEST OF AN ENTRANCE, 5.2 FT (1.6 M) SOUTH OF A WITNESS POST.
 DQ9723'
 DQ9723'NOTE THE STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM ROD
 DQ9723'DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION REMOVABLE DISK
 DQ9723'SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH PVC
 DQ9723'PIPE BACK FILLED WITH WASHED SAND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DQ9724 ***********************************************************************
 DQ9724  DESIGNATION -  0916 G
 DQ9724  PID         -  DQ9724
 DQ9724  STATE/COUNTY-  MN/CARLTON
 DQ9724  COUNTRY     -  US
 DQ9724  USGS QUAD   -  ESKO (2019)
 DQ9724
 DQ9724                         *CURRENT SURVEY CONTROL
 DQ9724  ______________________________________________________________________
 DQ9724* NAD 83(1986) POSITION- 46 39 26.0    (N) 092 21 03.7    (W)   HD_HELD2
 DQ9724* NAVD 88 ORTHO HEIGHT -   295.328 (meters)      968.92  (feet) ADJUSTED
 DQ9724  ______________________________________________________________________
 DQ9724  GEOID HEIGHT    -        -28.251 (meters)                     GEOID18
 DQ9724  DYNAMIC HEIGHT  -        295.352 (meters)      969.00  (feet) COMP
 DQ9724  MODELED GRAVITY -    980,689.6   (mgal)                       NAVD 88
 DQ9724
 DQ9724  VERT ORDER      -  SECOND    CLASS I
 DQ9724
 DQ9724.The horizontal coordinates were established by autonomous hand held GPS
 DQ9724.observations and have an estimated accuracy of +/- 10 meters.
 DQ9724
 DQ9724.The orthometric height was determined by differential leveling and
 DQ9724.adjusted by the NATIONAL GEODETIC SURVEY
 DQ9724.in April 2021.
 DQ9724
 DQ9724.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ9724.GEOID18 height accuracy estimate available here.
 DQ9724
 DQ9724.Click photographs - Photos may exist for this station.
 DQ9724
 DQ9724.The dynamic height is computed by dividing the NAVD 88
 DQ9724.geopotential number by the normal gravity value computed on the
 DQ9724.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ9724.degrees latitude (g = 980.6199 gals.).
 DQ9724
 DQ9724.The modeled gravity was interpolated from observed gravity values.
 DQ9724
 DQ9724;                    North         East    Units  Estimated Accuracy
 DQ9724;SPC MN C     -   285,938.      945,326.      MT  (+/- 10 meters HH2 GPS)
 DQ9724
 DQ9724_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWM4965367278(NAD 83)
 DQ9724
 DQ9724                          SUPERSEDED SURVEY CONTROL
 DQ9724
 DQ9724.No superseded survey control is available for this station.
 DQ9724
 DQ9724_MARKER: F = FLANGE-ENCASED ROD
 DQ9724_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DQ9724_STAMPING: 0916 G 2017
 DQ9724_MARK LOGO: MNDT
 DQ9724_PROJECTION: RECESSED 5 CENTIMETERS
 DQ9724_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DQ9724_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ9724_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ9724+SATELLITE: SATELLITE OBSERVATIONS - October 04, 2017
 DQ9724_ROD/PIPE-DEPTH: 8.2 meters
 DQ9724
 DQ9724  HISTORY     - Date     Condition        Report By
 DQ9724  HISTORY     - 20171004 MONUMENTED       MNDT
 DQ9724
 DQ9724                          STATION DESCRIPTION
 DQ9724
 DQ9724'DESCRIBED BY MN DEPT OF TRANSP 2017
 DQ9724'THE MARK IS LOCATED ABOUT 3.6 MI (5.8 KM) EAST OF CARLTON.
 DQ9724'
 DQ9724'TO REACH THE MARK GO 4.25 MI (6.84 KM) EAST ALONG TRUNK HIGHWAY 210
 DQ9724'FROM THE JUNCTION OF TRUNK HIGHWAY 210 AND TRUNK HIGHWAY 45 IN
 DQ9724'CARLTON, AT TRUNK HIGHWAY 210 MILE POINT 222.85.
 DQ9724'
 DQ9724'THE MARK IS LOCATED 22.2 FT (6.8 M) NORTHWEST OF TRUNK HIGHWAY 210,
 DQ9724'1.5 FT (0.5 M) SOUTHEAST OF A WITNESS POST.
 DQ9724'
 DQ9724'NOTE-THE STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM ROD
 DQ9724'DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION REMOVABLE DISK
 DQ9724'SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH PVC
 DQ9724'PIPE BACK FILLED WITH WASHED SAND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DQ9725 ***********************************************************************
 DQ9725  DESIGNATION -  0916 H
 DQ9725  PID         -  DQ9725
 DQ9725  STATE/COUNTY-  MN/CARLTON
 DQ9725  COUNTRY     -  US
 DQ9725  USGS QUAD   -  ESKO (2019)
 DQ9725
 DQ9725                         *CURRENT SURVEY CONTROL
 DQ9725  ______________________________________________________________________
 DQ9725* NAD 83(1986) POSITION- 46 39 36.5    (N) 092 20 11.6    (W)   HD_HELD2
 DQ9725* NAVD 88 ORTHO HEIGHT -   243.992 (meters)      800.50  (feet) ADJUSTED
 DQ9725  ______________________________________________________________________
 DQ9725  GEOID HEIGHT    -        -28.256 (meters)                     GEOID18
 DQ9725  DYNAMIC HEIGHT  -        244.013 (meters)      800.57  (feet) COMP
 DQ9725  MODELED GRAVITY -    980,694.3   (mgal)                       NAVD 88
 DQ9725
 DQ9725  VERT ORDER      -  SECOND    CLASS I
 DQ9725
 DQ9725.The horizontal coordinates were established by autonomous hand held GPS
 DQ9725.observations and have an estimated accuracy of +/- 10 meters.
 DQ9725
 DQ9725.The orthometric height was determined by differential leveling and
 DQ9725.adjusted by the NATIONAL GEODETIC SURVEY
 DQ9725.in April 2021.
 DQ9725
 DQ9725.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ9725.GEOID18 height accuracy estimate available here.
 DQ9725
 DQ9725.Click photographs - Photos may exist for this station.
 DQ9725
 DQ9725.The dynamic height is computed by dividing the NAVD 88
 DQ9725.geopotential number by the normal gravity value computed on the
 DQ9725.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ9725.degrees latitude (g = 980.6199 gals.).
 DQ9725
 DQ9725.The modeled gravity was interpolated from observed gravity values.
 DQ9725
 DQ9725;                    North         East    Units  Estimated Accuracy
 DQ9725;SPC MN C     -   286,289.      946,426.      MT  (+/- 10 meters HH2 GPS)
 DQ9725
 DQ9725_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWM5075767611(NAD 83)
 DQ9725
 DQ9725                          SUPERSEDED SURVEY CONTROL
 DQ9725
 DQ9725.No superseded survey control is available for this station.
 DQ9725
 DQ9725_MARKER: F = FLANGE-ENCASED ROD
 DQ9725_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DQ9725_STAMPING: 0916 H 2017
 DQ9725_MARK LOGO: MNDT
 DQ9725_PROJECTION: RECESSED 5 CENTIMETERS
 DQ9725_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DQ9725_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ9725_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ9725+SATELLITE: SATELLITE OBSERVATIONS - September 28, 2017
 DQ9725_ROD/PIPE-DEPTH: 7.3 meters
 DQ9725
 DQ9725  HISTORY     - Date     Condition        Report By
 DQ9725  HISTORY     - 20170928 MONUMENTED       MNDT
 DQ9725
 DQ9725                          STATION DESCRIPTION
 DQ9725
 DQ9725'DESCRIBED BY MN DEPT OF TRANSP 2017
 DQ9725'THE MARK IS LOCATED ABOUT 4.2 MI (6.8 KM) EAST OF CARLTON.
 DQ9725'
 DQ9725'TO REACH THE MARK GO 4.85 MI (7.80 KM) EAST ALONG TRUNK HIGHWAY 210
 DQ9725'FROM THE JUNCTION OF TRUNK HIGHWAY 210 AND TRUNK HIGHWAY 45 IN
 DQ9725'CARLTON, AT TRUNK HIGHWAY 210 MILE POINT 223.45.
 DQ9725'
 DQ9725'THE MARK IS LOCATED 28.3 FT (8.6 M) NORTH-NORTHEAST TRUNK HIGHWAY 210,
 DQ9725'45.4 FT (13.8 M) WEST-NORTHWEST OF AN ENTRANCE, 1.5 FT (0.5 M)
 DQ9725'SOUTH-SOUTHWEST OF A WITNESS POST.
 DQ9725'
 DQ9725'NOTE-THE STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM ROD
 DQ9725'DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION REMOVABLE DISK
 DQ9725'SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH PVC
 DQ9725'PIPE BACK FILLED WITH WASHED SAND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DQ9726 ***********************************************************************
 DQ9726  DESIGNATION -  0916 J
 DQ9726  PID         -  DQ9726
 DQ9726  STATE/COUNTY-  MN/CARLTON
 DQ9726  COUNTRY     -  US
 DQ9726  USGS QUAD   -  ESKO (2019)
 DQ9726
 DQ9726                         *CURRENT SURVEY CONTROL
 DQ9726  ______________________________________________________________________
 DQ9726* NAD 83(1986) POSITION- 46 39 49.9    (N) 092 19 36.6    (W)   HD_HELD2
 DQ9726* NAVD 88 ORTHO HEIGHT -   240.119 (meters)      787.79  (feet) ADJUSTED
 DQ9726  ______________________________________________________________________
 DQ9726  GEOID HEIGHT    -        -28.261 (meters)                     GEOID18
 DQ9726  DYNAMIC HEIGHT  -        240.140 (meters)      787.86  (feet) COMP
 DQ9726  MODELED GRAVITY -    980,695.4   (mgal)                       NAVD 88
 DQ9726
 DQ9726  VERT ORDER      -  SECOND    CLASS I
 DQ9726
 DQ9726.The horizontal coordinates were established by autonomous hand held GPS
 DQ9726.observations and have an estimated accuracy of +/- 10 meters.
 DQ9726
 DQ9726.The orthometric height was determined by differential leveling and
 DQ9726.adjusted by the NATIONAL GEODETIC SURVEY
 DQ9726.in April 2021.
 DQ9726
 DQ9726.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ9726.GEOID18 height accuracy estimate available here.
 DQ9726
 DQ9726.Click photographs - Photos may exist for this station.
 DQ9726
 DQ9726.The dynamic height is computed by dividing the NAVD 88
 DQ9726.geopotential number by the normal gravity value computed on the
 DQ9726.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ9726.degrees latitude (g = 980.6199 gals.).
 DQ9726
 DQ9726.The modeled gravity was interpolated from observed gravity values.
 DQ9726
 DQ9726;                    North         East    Units  Estimated Accuracy
 DQ9726;SPC MN C     -   286,721.      947,160.      MT  (+/- 10 meters HH2 GPS)
 DQ9726
 DQ9726_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWM5149768031(NAD 83)
 DQ9726
 DQ9726                          SUPERSEDED SURVEY CONTROL
 DQ9726
 DQ9726.No superseded survey control is available for this station.
 DQ9726
 DQ9726_MARKER: F = FLANGE-ENCASED ROD
 DQ9726_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DQ9726_STAMPING: 0916 J 2017
 DQ9726_MARK LOGO: MNDT
 DQ9726_PROJECTION: RECESSED 5 CENTIMETERS
 DQ9726_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DQ9726_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ9726_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ9726+SATELLITE: SATELLITE OBSERVATIONS - September 28, 2017
 DQ9726_ROD/PIPE-DEPTH: 7.6 meters
 DQ9726
 DQ9726  HISTORY     - Date     Condition        Report By
 DQ9726  HISTORY     - 20170928 MONUMENTED       MNDT
 DQ9726
 DQ9726                          STATION DESCRIPTION
 DQ9726
 DQ9726'DESCRIBED BY MN DEPT OF TRANSP 2017
 DQ9726'THE MARK IS LOCATED ABOUT 4.7 MI (7.6 KM) EAST OF CARLTON.
 DQ9726'
 DQ9726'TO REACH THE MARK GO 5.55 MI (8.93 KM) EAST ALONG TRUNK HIGHWAY 210
 DQ9726'FROM THE JUNCTION OF TRUNK HIGHWAY 210 AND TRUNK HIGHWAY 45 IN
 DQ9726'CARLTON, AT TRUNK HIGHWAY 210 MILE POINT 224.15.
 DQ9726'
 DQ9726'THE MARK IS LOCATED 26.2 FT (8.0 M) EAST-SOUTHEAST OF TRUNK HIGHWAY
 DQ9726'210, 22.3 FT (6.8 M) SOUTH OF THE SOUTH END OF A GUARD RAIL, 1.5 FT
 DQ9726'(0.5 M) WEST-NORTHWEST OF A WITNESS POST.
 DQ9726'
 DQ9726'NOTE-THE STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM ROD
 DQ9726'DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION REMOVABLE DISK
 DQ9726'SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH PVC
 DQ9726'PIPE BACK FILLED WITH WASHED SAND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DQ9727 ***********************************************************************
 DQ9727  DESIGNATION -  0916 K
 DQ9727  PID         -  DQ9727
 DQ9727  STATE/COUNTY-  MN/CARLTON
 DQ9727  COUNTRY     -  US
 DQ9727  USGS QUAD   -  ESKO (2019)
 DQ9727
 DQ9727                         *CURRENT SURVEY CONTROL
 DQ9727  ______________________________________________________________________
 DQ9727* NAD 83(1986) POSITION- 46 40 13.5    (N) 092 18 50.1    (W)   HD_HELD2
 DQ9727* NAVD 88 ORTHO HEIGHT -   228.452 (meters)      749.51  (feet) ADJUSTED
 DQ9727  ______________________________________________________________________
 DQ9727  GEOID HEIGHT    -        -28.268 (meters)                     GEOID18
 DQ9727  DYNAMIC HEIGHT  -        228.472 (meters)      749.58  (feet) COMP
 DQ9727  MODELED GRAVITY -    980,695.2   (mgal)                       NAVD 88
 DQ9727
 DQ9727  VERT ORDER      -  SECOND    CLASS I
 DQ9727
 DQ9727.The horizontal coordinates were established by autonomous hand held GPS
 DQ9727.observations and have an estimated accuracy of +/- 10 meters.
 DQ9727
 DQ9727.The orthometric height was determined by differential leveling and
 DQ9727.adjusted by the NATIONAL GEODETIC SURVEY
 DQ9727.in April 2021.
 DQ9727
 DQ9727.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ9727.GEOID18 height accuracy estimate available here.
 DQ9727
 DQ9727.Click photographs - Photos may exist for this station.
 DQ9727
 DQ9727.The dynamic height is computed by dividing the NAVD 88
 DQ9727.geopotential number by the normal gravity value computed on the
 DQ9727.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ9727.degrees latitude (g = 980.6199 gals.).
 DQ9727
 DQ9727.The modeled gravity was interpolated from observed gravity values.
 DQ9727
 DQ9727;                    North         East    Units  Estimated Accuracy
 DQ9727;SPC MN C     -   287,473.      948,130.      MT  (+/- 10 meters HH2 GPS)
 DQ9727
 DQ9727_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWM5247968768(NAD 83)
 DQ9727
 DQ9727                          SUPERSEDED SURVEY CONTROL
 DQ9727
 DQ9727.No superseded survey control is available for this station.
 DQ9727
 DQ9727_MARKER: F = FLANGE-ENCASED ROD
 DQ9727_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DQ9727_STAMPING: 0916 K 2017
 DQ9727_MARK LOGO: MNDT
 DQ9727_PROJECTION: RECESSED 5 CENTIMETERS
 DQ9727_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DQ9727_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ9727_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ9727+SATELLITE: SATELLITE OBSERVATIONS - September 28, 2017
 DQ9727_ROD/PIPE-DEPTH: 3.4 meters
 DQ9727
 DQ9727  HISTORY     - Date     Condition        Report By
 DQ9727  HISTORY     - 20170928 MONUMENTED       MNDT
 DQ9727
 DQ9727                          STATION DESCRIPTION
 DQ9727
 DQ9727'DESCRIBED BY MN DEPT OF TRANSP 2017
 DQ9727'THE MARK IS LOCATED ABOUT 5.0 MI (8.0 KM) EAST OF CARLTON.
 DQ9727'
 DQ9727'TO REACH THE MARK GO 6.55 MI (10.54 KM) EAST ALONG TRUNK HIGHWAY 210
 DQ9727'FROM THE JUNCTION OF TRUNK HIGHWAY 210 AND TRUNK HIGHWAY 45 IN
 DQ9727'CARLTON, AT TRUNK HIGHWAY 210 MILE POINT 225.15.
 DQ9727'
 DQ9727'THE MARK IS LOCATED 24.2 FT (7.4 M) NORTH-NORTHWEST OF TRUNK HIGHWAY
 DQ9727'210, 1.5 FT (0.5 M) SOUTH-SOUTHEAST OF A WITNESS POST.
 DQ9727'
 DQ9727'NOTE-THE STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM ROD
 DQ9727'DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION REMOVABLE DISK
 DQ9727'SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH PVC
 DQ9727'PIPE BACK FILLED WITH WASHED SAND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DQ9728 ***********************************************************************
 DQ9728  DESIGNATION -  0916 L
 DQ9728  PID         -  DQ9728
 DQ9728  STATE/COUNTY-  MN/CARLTON
 DQ9728  COUNTRY     -  US
 DQ9728  USGS QUAD   -  ESKO (2019)
 DQ9728
 DQ9728                         *CURRENT SURVEY CONTROL
 DQ9728  ______________________________________________________________________
 DQ9728* NAD 83(1986) POSITION- 46 40 08.3    (N) 092 18 20.6    (W)   HD_HELD2
 DQ9728* NAVD 88 ORTHO HEIGHT -   220.778 (meters)      724.34  (feet) ADJUSTED
 DQ9728  ______________________________________________________________________
 DQ9728  GEOID HEIGHT    -        -28.266 (meters)                     GEOID18
 DQ9728  DYNAMIC HEIGHT  -        220.798 (meters)      724.40  (feet) COMP
 DQ9728  MODELED GRAVITY -    980,696.6   (mgal)                       NAVD 88
 DQ9728
 DQ9728  VERT ORDER      -  SECOND    CLASS I
 DQ9728
 DQ9728.The horizontal coordinates were established by autonomous hand held GPS
 DQ9728.observations and have an estimated accuracy of +/- 10 meters.
 DQ9728
 DQ9728.The orthometric height was determined by differential leveling and
 DQ9728.adjusted by the NATIONAL GEODETIC SURVEY
 DQ9728.in April 2021.
 DQ9728
 DQ9728.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ9728.GEOID18 height accuracy estimate available here.
 DQ9728
 DQ9728.Click photographs - Photos may exist for this station.
 DQ9728
 DQ9728.The dynamic height is computed by dividing the NAVD 88
 DQ9728.geopotential number by the normal gravity value computed on the
 DQ9728.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ9728.degrees latitude (g = 980.6199 gals.).
 DQ9728
 DQ9728.The modeled gravity was interpolated from observed gravity values.
 DQ9728
 DQ9728;                    North         East    Units  Estimated Accuracy
 DQ9728;SPC MN C     -   287,328.      948,761.      MT  (+/- 10 meters HH2 GPS)
 DQ9728
 DQ9728_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWM5310768613(NAD 83)
 DQ9728
 DQ9728                          SUPERSEDED SURVEY CONTROL
 DQ9728
 DQ9728.No superseded survey control is available for this station.
 DQ9728
 DQ9728_MARKER: F = FLANGE-ENCASED ROD
 DQ9728_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DQ9728_STAMPING: 0916 L 2017
 DQ9728_MARK LOGO: MNDT
 DQ9728_PROJECTION: RECESSED 5 CENTIMETERS
 DQ9728_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DQ9728_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ9728_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ9728+SATELLITE: SATELLITE OBSERVATIONS - October 03, 2017
 DQ9728_ROD/PIPE-DEPTH: 6.4 meters
 DQ9728
 DQ9728  HISTORY     - Date     Condition        Report By
 DQ9728  HISTORY     - 20171003 MONUMENTED       MNDT
 DQ9728
 DQ9728                          STATION DESCRIPTION
 DQ9728
 DQ9728'DESCRIBED BY MN DEPT OF TRANSP 2017
 DQ9728'THE MARK IS LOCATED ABOUT 5.7 MI (9.2 KM) EAST OF CARLTON.
 DQ9728'
 DQ9728'TO REACH THE MARK GO 6.95 MI (11.18 KM) EAST ALONG TRUNK HIGHWAY 210
 DQ9728'FROM THE JUNCTION OF TRUNK HIGHWAY 210 AND TRUNK HIGHWAY 45 IN
 DQ9728'CARLTON, AT TRUNK HIGHWAY 210 MILE POINT 225.55.
 DQ9728'
 DQ9728'THE MARK IS LOCATED 32.2 FT (9.8 M) NORTH-NORTHWEST OF TRUNK HIGHWAY
 DQ9728'210, 23.0 FT (7.0 M) EAST OF THE SOUTHERN CORNER OF JAY COOKE SIGN,
 DQ9728'1.5 FT (0.5 M) SOUTH-SOUTHEAST OF A WITNESS POST.
 DQ9728'
 DQ9728'NOTE-THE STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM ROD
 DQ9728'DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION REMOVABLE DISK
 DQ9728'SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH PVC
 DQ9728'PIPE BACK FILLED WITH WASHED SAND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DP4302 ***********************************************************************
 DP4302  HT_MOD      -  This is a Height Modernization Survey Station.
 DP4302  DESIGNATION -  092
 DP4302  PID         -  DP4302
 DP4302  STATE/COUNTY-  MN/GRANT
 DP4302  COUNTRY     -  US
 DP4302  USGS QUAD   -  TRISKO LAKE (2019)
 DP4302
 DP4302                         *CURRENT SURVEY CONTROL
 DP4302  ______________________________________________________________________
 DP4302* NAD 83(2011) POSITION- 45 59 33.94487(N) 096 07 18.28277(W)   ADJUSTED
 DP4302* NAD 83(2011) ELLIP HT-   304.692 (meters)        (08/11/14)   ADJUSTED
 DP4302* NAD 83(2011) EPOCH   -  2010.00
 DP4302* NAVD 88 ORTHO HEIGHT -   331.21  (meters)     1086.6   (feet) GPS OBS
 DP4302  ______________________________________________________________________
 DP4302  NAVD 88 orthometric height was determined with geoid model    GEOID12A
 DP4302  GEOID HEIGHT    -        -26.503 (meters)                     GEOID12A
 DP4302  GEOID HEIGHT    -        -26.516 (meters)                     GEOID18
 DP4302  NAD 83(2011) X  -   -473,393.131 (meters)                     COMP
 DP4302  NAD 83(2011) Y  - -4,413,796.598 (meters)                     COMP
 DP4302  NAD 83(2011) Z  -  4,564,907.829 (meters)                     COMP
 DP4302  LAPLACE CORR    -          1.59  (seconds)                    DEFLEC18
 DP4302
 DP4302  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DP4302  Standards:
 DP4302         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DP4302            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DP4302  -------------------------------------------------------------------
 DP4302  NETWORK    1.03   2.04           0.47   0.36   1.04      0.08468753
 DP4302  -------------------------------------------------------------------
 DP4302  Click here for local accuracies and other accuracy information.
 DP4302
 DP4302.The horizontal coordinates were established by GPS observations
 DP4302.and adjusted by the MN DEPT OF TRANSP in August 2014.
 DP4302
 DP4302.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DP4302.been affixed to the stable North American tectonic plate. See 
 DP4302.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DP4302
 DP4302.The horizontal coordinates are valid at the epoch date displayed above
 DP4302.which is a decimal equivalence of Year/Month/Day.
 DP4302
 DP4302.The orthometric height was determined by GPS observations and a
 DP4302.high-resolution geoid model using precise GPS observation and
 DP4302.processing techniques.
 DP4302
 DP4302.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP4302.GEOID18 height accuracy estimate available here.
 DP4302
 DP4302.Click photographs - Photos may exist for this station.
 DP4302
 DP4302.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DP4302
 DP4302.The Laplace correction was computed from DEFLEC18 derived deflections.
 DP4302
 DP4302.The ellipsoidal height was determined by GPS observations
 DP4302.and is referenced to NAD 83.
 DP4302
 DP4302. The following values were computed from the NAD 83(2011) position.
 DP4302
 DP4302;                    North         East     Units Scale Factor Converg.
 DP4302;SPC MN C     -   212,054.798   655,011.769   MT  0.99993976   -1 21 14.4
 DP4302;SPC MN C     -   695,716.45  2,148,984.45   sFT  0.99993976   -1 21 14.4
 DP4302;UTM  14      - 5,097,271.823   722,895.847   MT  1.00021081   +2 04 15.7
 DP4302
 DP4302!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DP4302!SPC MN C     -   0.99995224  x   0.99993976  =   0.99989200
 DP4302!UTM  14      -   0.99995224  x   1.00021081  =   1.00016304
 DP4302
 DP4302_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQR2289597271(NAD 83)
 DP4302
 DP4302                          SUPERSEDED SURVEY CONTROL
 DP4302
 DP4302.No superseded survey control is available for this station.
 DP4302
 DP4302_MARKER: DB = BENCH MARK DISK
 DP4302_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DP4302_STAMPING: 092
 DP4302_MARK LOGO: MNDT
 DP4302_PROJECTION: RECESSED 3 CENTIMETERS
 DP4302_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DP4302_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DP4302_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP4302+SATELLITE: SATELLITE OBSERVATIONS - June 23, 2021
 DP4302
 DP4302  HISTORY     - Date     Condition        Report By
 DP4302  HISTORY     - 20090908 MONUMENTED       MNDT
 DP4302  HISTORY     - 20130529 GOOD             MNDT
 DP4302  HISTORY     - 20210623 GOOD             MNDT
 DP4302
 DP4302                          STATION DESCRIPTION
 DP4302
 DP4302'DESCRIBED BY MN DEPT OF TRANSP 2013 (JXJ)
 DP4302'3.2 MILES SOUTHWEST OF WENDELL, 2.6 MILES SOUTH ALONG COUNTY ROAD 11
 DP4302'FROM JUNCTION OF COUNTY ROAD 11 AND TRUNK HIGHWAY 55 IN WENDELL, THEN
 DP4302'1.0 MILE WEST ALONG 260TH STREET, 57.6 FEET WEST OF EXTENDED 270TH
 DP4302'AVENUE, 32.4 FEET NORTH OF 260TH STREET, 1.7 FEET EAST OF WITNESS
 DP4302'POST.
 DP4302
 DP4302                          STATION RECOVERY (2021)
 DP4302
 DP4302'RECOVERY NOTE BY MN DEPT OF TRANSP 2021 (TJD)
 DP4302'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DP4304 ***********************************************************************
 DP4304  HT_MOD      -  This is a Height Modernization Survey Station.
 DP4304  DESIGNATION -  097
 DP4304  PID         -  DP4304
 DP4304  STATE/COUNTY-  MN/TRAVERSE
 DP4304  COUNTRY     -  US
 DP4304  USGS QUAD   -  CHARLESVILLE (2019)
 DP4304
 DP4304                         *CURRENT SURVEY CONTROL
 DP4304  ______________________________________________________________________
 DP4304* NAD 83(2011) POSITION- 45 54 18.71833(N) 096 16 31.75617(W)   ADJUSTED
 DP4304* NAD 83(2011) ELLIP HT-   281.690 (meters)        (08/11/14)   ADJUSTED
 DP4304* NAD 83(2011) EPOCH   -  2010.00
 DP4304* NAVD 88 ORTHO HEIGHT -   308.22  (meters)     1011.2   (feet) GPS OBS
 DP4304  ______________________________________________________________________
 DP4304  NAVD 88 orthometric height was determined with geoid model    GEOID12A
 DP4304  GEOID HEIGHT    -        -26.528 (meters)                     GEOID12A
 DP4304  GEOID HEIGHT    -        -26.534 (meters)                     GEOID18
 DP4304  NAD 83(2011) X  -   -485,997.928 (meters)                     COMP
 DP4304  NAD 83(2011) Y  - -4,419,448.011 (meters)                     COMP
 DP4304  NAD 83(2011) Z  -  4,558,123.889 (meters)                     COMP
 DP4304  LAPLACE CORR    -          1.71  (seconds)                    DEFLEC18
 DP4304
 DP4304  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DP4304  Standards:
 DP4304         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DP4304            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DP4304  -------------------------------------------------------------------
 DP4304  NETWORK    0.92   1.06           0.43   0.29   0.54      0.04477313
 DP4304  -------------------------------------------------------------------
 DP4304  Click here for local accuracies and other accuracy information.
 DP4304
 DP4304.The horizontal coordinates were established by GPS observations
 DP4304.and adjusted by the MN DEPT OF TRANSP in August 2014.
 DP4304
 DP4304.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DP4304.been affixed to the stable North American tectonic plate. See 
 DP4304.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DP4304
 DP4304.The horizontal coordinates are valid at the epoch date displayed above
 DP4304.which is a decimal equivalence of Year/Month/Day.
 DP4304
 DP4304.The orthometric height was determined by GPS observations and a
 DP4304.high-resolution geoid model using precise GPS observation and
 DP4304.processing techniques.
 DP4304
 DP4304.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP4304.GEOID18 height accuracy estimate available here.
 DP4304
 DP4304.Click photographs - Photos may exist for this station.
 DP4304
 DP4304.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DP4304
 DP4304.The Laplace correction was computed from DEFLEC18 derived deflections.
 DP4304
 DP4304.The ellipsoidal height was determined by GPS observations
 DP4304.and is referenced to NAD 83.
 DP4304
 DP4304. The following values were computed from the NAD 83(2011) position.
 DP4304
 DP4304;                    North         East     Units Scale Factor Converg.
 DP4304;SPC MN C     -   202,618.860   642,856.280   MT  0.99994998   -1 27 54.8
 DP4304;SPC MN C     -   664,758.71  2,109,104.31   sFT  0.99994998   -1 27 54.8
 DP4304;UTM  14      - 5,087,124.402   711,322.862   MT  1.00014903   +1 57 26.8
 DP4304
 DP4304!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DP4304!SPC MN C     -   0.99995584  x   0.99994998  =   0.99990582
 DP4304!UTM  14      -   0.99995584  x   1.00014903  =   1.00010486
 DP4304
 DP4304_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQR1132287124(NAD 83)
 DP4304
 DP4304                          SUPERSEDED SURVEY CONTROL
 DP4304
 DP4304.No superseded survey control is available for this station.
 DP4304
 DP4304_MARKER: DB = BENCH MARK DISK
 DP4304_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DP4304_STAMPING: 097
 DP4304_MARK LOGO: BOISDE
 DP4304_PROJECTION: FLUSH
 DP4304_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DP4304_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DP4304_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP4304+SATELLITE: SATELLITE OBSERVATIONS - June 17, 2021
 DP4304
 DP4304  HISTORY     - Date     Condition        Report By
 DP4304  HISTORY     - 20080401 MONUMENTED       BOISDE
 DP4304  HISTORY     - 20130522 GOOD             MNDT
 DP4304  HISTORY     - 20210617 GOOD             MNDT
 DP4304
 DP4304                          STATION DESCRIPTION
 DP4304
 DP4304'DESCRIBED BY MN DEPT OF TRANSP 2013 (BEN)
 DP4304'13 MILES NORTHEAST OF WHEATON, 10.5 MILES EAST ALONG TRUNK HIGHWAY 27
 DP4304'FROM SOUTH JUNCTION OF TRUNK HIGHWAY 27 AND TRUNK HIGHWAY 75 IN
 DP4304'WHEATON, TO TRUNK HIGHWAY 27 MILEPOINT 34.5, THEN 7.1 MILES NORTH ON
 DP4304'TOWNSHIP ROAD, 66.7 FEET WEST OF MINIMUM MAINTENANCE ROAD, 57 FEET
 DP4304'NORTH OF COUNTY ROAD 16, 32.7 FEET WEST OF POWER POLE, 3.3 FEET WEST
 DP4304'OF WITNESS POST.
 DP4304
 DP4304                          STATION RECOVERY (2021)
 DP4304
 DP4304'RECOVERY NOTE BY MN DEPT OF TRANSP 2021 (TJD)
 DP4304'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DP6677 ***********************************************************************
 DP6677  HT_MOD      -  This is a Height Modernization Survey Station.
 DP6677  DESIGNATION -  098
 DP6677  PID         -  DP6677
 DP6677  STATE/COUNTY-  MN/TRAVERSE
 DP6677  COUNTRY     -  US
 DP6677  USGS QUAD   -  CHARLESVILLE (2019)
 DP6677
 DP6677                         *CURRENT SURVEY CONTROL
 DP6677  ______________________________________________________________________
 DP6677* NAD 83(2011) POSITION- 45 54 17.15480(N) 096 20 19.05456(W)   ADJUSTED
 DP6677* NAD 83(2011) ELLIP HT-   278.909 (meters)        (03/11/15)   ADJUSTED
 DP6677* NAD 83(2011) EPOCH   -  2010.00
 DP6677* NAVD 88 ORTHO HEIGHT -   305.41  (meters)     1002.0   (feet) GPS OBS
 DP6677  ______________________________________________________________________
 DP6677  GEOID HEIGHT    -        -26.560 (meters)                     GEOID18
 DP6677  NAD 83(2011) X  -   -490,871.362 (meters)                     COMP
 DP6677  NAD 83(2011) Y  - -4,418,942.306 (meters)                     COMP
 DP6677  NAD 83(2011) Z  -  4,558,088.299 (meters)                     COMP
 DP6677  LAPLACE CORR    -          0.52  (seconds)                    DEFLEC18
 DP6677
 DP6677  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DP6677  Standards:
 DP6677         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DP6677            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DP6677  -------------------------------------------------------------------
 DP6677  NETWORK    0.64   0.76           0.29   0.22   0.39      0.03309566
 DP6677  -------------------------------------------------------------------
 DP6677  Click here for local accuracies and other accuracy information.
 DP6677
 DP6677.The horizontal coordinates were established by GPS observations
 DP6677.and adjusted by the MN DEPT OF TRANSP in March 2015.
 DP6677
 DP6677.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DP6677.been affixed to the stable North American tectonic plate. See 
 DP6677.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DP6677
 DP6677.The horizontal coordinates are valid at the epoch date displayed above
 DP6677.which is a decimal equivalence of Year/Month/Day.
 DP6677
 DP6677.The orthometric height was determined by GPS observations and a
 DP6677.high-resolution geoid model using precise GPS observation and
 DP6677.processing techniques.
 DP6677
 DP6677.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP6677.GEOID18 height accuracy estimate available here.
 DP6677
 DP6677.Click photographs - Photos may exist for this station.
 DP6677
 DP6677.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DP6677
 DP6677.The Laplace correction was computed from DEFLEC18 derived deflections.
 DP6677
 DP6677.The ellipsoidal height was determined by GPS observations
 DP6677.and is referenced to NAD 83.
 DP6677
 DP6677. The following values were computed from the NAD 83(2011) position.
 DP6677
 DP6677;                    North         East     Units Scale Factor Converg.
 DP6677;SPC MN C     -   202,697.826   637,957.646   MT  0.99995004   -1 30 39.2
 DP6677;SPC MN C     -   665,017.78  2,093,032.71   sFT  0.99995004   -1 30 39.2
 DP6677;UTM  14      - 5,086,910.722   706,427.340   MT  1.00012389   +1 54 43.3
 DP6677
 DP6677!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DP6677!SPC MN C     -   0.99995628  x   0.99995004  =   0.99990632
 DP6677!UTM  14      -   0.99995628  x   1.00012389  =   1.00008016
 DP6677
 DP6677_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQR0642786910(NAD 83)
 DP6677
 DP6677                          SUPERSEDED SURVEY CONTROL
 DP6677
 DP6677  NAVD 88 (03/11/15)  305.5    (m)  GEOID12A model used  GPS OBS        
 DP6677
 DP6677.Superseded values are not recommended for survey control.
 DP6677
 DP6677.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DP6677.See file dsdata.pdf to determine how the superseded data were derived.
 DP6677
 DP6677_MARKER: DB = BENCH MARK DISK
 DP6677_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 DP6677+WITH SETTING: INFORMATION.
 DP6677_STAMPING: 098
 DP6677_MARK LOGO: BOISDE
 DP6677_PROJECTION: RECESSED 8 CENTIMETERS
 DP6677_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DP6677_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DP6677_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP6677+SATELLITE: SATELLITE OBSERVATIONS - August 21, 2024
 DP6677
 DP6677  HISTORY     - Date     Condition        Report By
 DP6677  HISTORY     - 20100401 MONUMENTED       BOISDE
 DP6677  HISTORY     - 20130626 GOOD             MNDT
 DP6677  HISTORY     - 20210617 GOOD             MNDT
 DP6677  HISTORY     - 20240821 GOOD             MNDT
 DP6677
 DP6677                          STATION DESCRIPTION
 DP6677
 DP6677'DESCRIBED BY MN DEPT OF TRANSP 2013 (BEN)
 DP6677'7.0 MILES SOUTH OF TINTAH, 0.5 MILE SOUTHWEST ALONG COUNTY ROAD 20
 DP6677'FROM THE JUNCTION OF COUNTY ROAD 20 AND TRUNK HIGHWAY 9 IN TINTAH,
 DP6677'THEN 7.3 MILES SOUTH ON COUNTY ROAD 13, 150 FEET WEST OF COUNTY ROAD
 DP6677'13, 53 FEET NORTH OF COUNTY ROAD 16, 6.5 FEET WEST OF POWER POLE, 2.2
 DP6677'FEET WEST OF WITNESS POST.  ROD DEPTH UNKNOWN.
 DP6677
 DP6677                          STATION RECOVERY (2021)
 DP6677
 DP6677'RECOVERY NOTE BY MN DEPT OF TRANSP 2021 (TJD)
 DP6677'RECOVERED IN GOOD CONDITION.
 DP6677
 DP6677                          STATION RECOVERY (2024)
 DP6677
 DP6677'RECOVERY NOTE BY MN DEPT OF TRANSP 2024 (AJH)
 DP6677'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 RN0516 ***********************************************************************
 RN0516  DESIGNATION -  0980 A
 RN0516  PID         -  RN0516
 RN0516  STATE/COUNTY-  MN/CARLTON
 RN0516  COUNTRY     -  US
 RN0516  USGS QUAD   -  MOOSE LAKE (2019)
 RN0516
 RN0516                         *CURRENT SURVEY CONTROL
 RN0516  ______________________________________________________________________
 RN0516* NAD 83(1986) POSITION- 46 25 32.70   (N) 092 45 02.76   (W)   HD_HELD1
 RN0516* NAVD 88 ORTHO HEIGHT -   340.470 (meters)     1117.03  (feet) ADJUSTED
 RN0516  ______________________________________________________________________
 RN0516  GEOID HEIGHT    -        -27.954 (meters)                     GEOID18
 RN0516  DYNAMIC HEIGHT  -        340.482 (meters)     1117.06  (feet) COMP
 RN0516  MODELED GRAVITY -    980,640.9   (mgal)                       NAVD 88
 RN0516
 RN0516  VERT ORDER      -  SECOND    CLASS 0
 RN0516
 RN0516.The horizontal coordinates were determined by differentially corrected
 RN0516.hand held GPS observations or other comparable positioning techniques
 RN0516.and have an estimated accuracy of +/- 3 meters.
 RN0516
 RN0516.The orthometric height was determined by differential leveling and
 RN0516.adjusted by the NATIONAL GEODETIC SURVEY
 RN0516.in June 1991.
 RN0516
 RN0516.Significant digits in the geoid height do not necessarily reflect accuracy.
 RN0516.GEOID18 height accuracy estimate available here.
 RN0516
 RN0516.Click photographs - Photos may exist for this station.
 RN0516
 RN0516.The dynamic height is computed by dividing the NAVD 88
 RN0516.geopotential number by the normal gravity value computed on the
 RN0516.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RN0516.degrees latitude (g = 980.6199 gals.).
 RN0516
 RN0516.The modeled gravity was interpolated from observed gravity values.
 RN0516
 RN0516;                    North         East    Units  Estimated Accuracy
 RN0516;SPC MN C     -   259,557.5     915,225.9     MT  (+/- 3 meters HH1 GPS) 
 RN0516
 RN0516_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWM1915041383(NAD 83)
 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
 RN0516.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RN0516.See file dsdata.pdf to determine how the superseded data were derived.
 RN0516
 RN0516_MARKER: DB = BENCH MARK DISK
 RN0516_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 RN0516_STAMPING: 0980-A 1970
 RN0516_MARK LOGO: MNHD
 RN0516_PROJECTION: FLUSH
 RN0516_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 RN0516_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RN0516_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 RN0516+SATELLITE: SATELLITE OBSERVATIONS - May 01, 2014
 RN0516
 RN0516  HISTORY     - Date     Condition        Report By
 RN0516  HISTORY     - 19700401 MONUMENTED       MNHD
 RN0516  HISTORY     - 20081105 GOOD             MNDT
 RN0516  HISTORY     - 20140501 GOOD             MNDT
 RN0516
 RN0516                          STATION DESCRIPTION
 RN0516
 RN0516'DESCRIBED BY MN HIGHWAY DEPT 1970
 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.
 RN0516
 RN0516                          STATION RECOVERY (2008)
 RN0516
 RN0516'RECOVERY NOTE BY MN DEPT OF TRANSP 2008 (GJF)
 RN0516'THE STATION IS LOCATED ABOUT 7.6 MI (12.2 KM) SOUTHEAST OF KETTLE
 RN0516'RIVER, 6.1 MI (9.8 KM) SOUTH-SOUTHWEST OF BARNUM AND 2.0 MI (3.2 KM)
 RN0516'SOUTH-SOUTHEAST OF MOOSE LAKE.
 RN0516'
 RN0516'0.8 MILE SOUTHWEST ALONG INTERSTATE HIGHWAY 35 FROM THE JUNCTION OF
 RN0516'INTERSTATE HIGHWAY 35 AND TRUNK HIGHWAY 73 AT MOOSE LAKE, AT
 RN0516'INTERSTATE HIGHWAY 35 MILE POINT 213.9, AT INTERSTATE HIGHWAY 35
 RN0516'STATION 5309+53, 0.6 MI (1.0 KM) NORTH OF CARLTON-PINE COUNTY LINE.
 RN0516'
 RN0516'IT IS 125 FT (38.1 M) NORTH OF TOWNSHIP ROAD EAST (EXTENDED), 95 FT
 RN0516'(29.0 M) EAST OF NORTHBOUND INTERSTATE HIGHWAY 35, 3.1 FT (0.9 M)
 RN0516'WEST-NORTHWEST OF EAST RIGHT OF WAY FENCE, 1.3 FT (0.4 M)
 RN0516'SOUTH-SOUTHWEST OF A WITNESS POST.
 RN0516
 RN0516                          STATION RECOVERY (2014)
 RN0516
 RN0516'RECOVERY NOTE BY MN DEPT OF TRANSP 2014 (JJ)
 RN0516'1.9 MI (3.1 KM) SOUTH-SOUTHEAST OF MOOSE LAKE, 0.8 MI (1.3 KM)
 RN0516'SOUTHWEST ALONG INTERSTATE HIGHWAY 35  FROM THE JUNCTION OF INTERSTATE
 RN0516'HIGHWAY 35 AND TRUNK HIGHWAY 73 IN MOOSE LAKE, AT INTERSTATE HIGHWAY
 RN0516'35 MILE POINT 213.9, AT INTERSTATE HIGHWAY 35 STATION 5309+53, 0.6 MI
 RN0516'(1.0 KM) NORTH OF CARLTON-PINE COUNTY LINE, 125 FT (38.1 M) NORTH OF
 RN0516'TOWNSHIP ROAD EAST (EXTENDED), 95 FT (29.0 M) EAST OF NORTHBOUND
 RN0516'INTERSTATE HIGHWAY 35, 3.1 FT (0.9 M) WEST-NORTHWEST OF EAST
 RN0516'RIGHT-OF-WAY FENCE, 1.3 FT (0.4 M) SOUTH-SOUTHWEST OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DQ9713 ***********************************************************************
 DQ9713  DESIGNATION -  0980 AA 1
 DQ9713  PID         -  DQ9713
 DQ9713  STATE/COUNTY-  MN/CARLTON
 DQ9713  COUNTRY     -  US
 DQ9713  USGS QUAD   -  CLOQUET (2019)
 DQ9713
 DQ9713                         *CURRENT SURVEY CONTROL
 DQ9713  ______________________________________________________________________
 DQ9713* NAD 83(1986) POSITION- 46 39 47.48   (N) 092 28 40.55   (W)   HD_HELD1
 DQ9713* NAVD 88 ORTHO HEIGHT -   357.531 (meters)     1173.00  (feet) ADJUSTED
 DQ9713  ______________________________________________________________________
 DQ9713  GEOID HEIGHT    -        -28.257 (meters)                     GEOID18
 DQ9713  DYNAMIC HEIGHT  -        357.556 (meters)     1173.08  (feet) COMP
 DQ9713  MODELED GRAVITY -    980,675.1   (mgal)                       NAVD 88
 DQ9713
 DQ9713  VERT ORDER      -  SECOND    CLASS I
 DQ9713
 DQ9713.The horizontal coordinates were determined by differentially corrected
 DQ9713.hand held GPS observations or other comparable positioning techniques
 DQ9713.and have an estimated accuracy of +/- 3 meters.
 DQ9713
 DQ9713.The orthometric height was determined by differential leveling and
 DQ9713.adjusted by the NATIONAL GEODETIC SURVEY
 DQ9713.in April 2021.
 DQ9713
 DQ9713.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ9713.GEOID18 height accuracy estimate available here.
 DQ9713
 DQ9713.Click photographs - Photos may exist for this station.
 DQ9713
 DQ9713.The dynamic height is computed by dividing the NAVD 88
 DQ9713.geopotential number by the normal gravity value computed on the
 DQ9713.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ9713.degrees latitude (g = 980.6199 gals.).
 DQ9713
 DQ9713.The modeled gravity was interpolated from observed gravity values.
 DQ9713
 DQ9713;                    North         East    Units  Estimated Accuracy
 DQ9713;SPC MN C     -   286,376.2     935,601.5     MT  (+/- 3 meters HH1 GPS) 
 DQ9713
 DQ9713_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWM3993967868(NAD 83)
 DQ9713
 DQ9713                          SUPERSEDED SURVEY CONTROL
 DQ9713
 DQ9713.No superseded survey control is available for this station.
 DQ9713
 DQ9713_MARKER: DV = VERTICAL CONTROL DISK
 DQ9713_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DQ9713_SP_SET: BRIDGE ABUTMENT
 DQ9713_STAMPING: 0980 AA 1 1987
 DQ9713_MARK LOGO: MNDT
 DQ9713_MAGNETIC: N = NO MAGNETIC MATERIAL
 DQ9713_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ9713_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DQ9713+SATELLITE: SATELLITE OBSERVATIONS - August 02, 2017
 DQ9713
 DQ9713  HISTORY     - Date     Condition        Report By
 DQ9713  HISTORY     - 19870401 MONUMENTED       MNDT
 DQ9713  HISTORY     - 20170802 GOOD             MNDT
 DQ9713
 DQ9713                          STATION DESCRIPTION
 DQ9713
 DQ9713'DESCRIBED BY MN DEPT OF TRANSP 2017 (KDJ)
 DQ9713'THE MARK IS LOCATED ABOUT 2.4 MI (3.9 KM) WEST OF CARLTON.
 DQ9713'
 DQ9713'TO REACH THE MARK IN THE SOUTH ABUTMENT OF SOUTHBOUND INTERSTATE
 DQ9713'HIGHWAY 35 BRIDGE NUMBER 9188, AT THE JUNCTION OF SOUTHBOUND
 DQ9713'INTERSTATE HIGHWAY 35 AND TRUNK HIGHWAY 210, AT INTERSTATE HIGHWAY 35
 DQ9713'MILE POINT 235.45.
 DQ9713'
 DQ9713'THE MARK IS LOCATED 26.0 FT (7.9 M) EAST OF SOUTHBOUND INTERSTATE
 DQ9713'HIGHWAY 35.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DQ9714 ***********************************************************************
 DQ9714  DESIGNATION -  0980 AA RESET
 DQ9714  PID         -  DQ9714
 DQ9714  STATE/COUNTY-  MN/CARLTON
 DQ9714  COUNTRY     -  US
 DQ9714  USGS QUAD   -  CLOQUET (2019)
 DQ9714
 DQ9714                         *CURRENT SURVEY CONTROL
 DQ9714  ______________________________________________________________________
 DQ9714* NAD 83(1986) POSITION- 46 39 47.38   (N) 092 28 38.08   (W)   HD_HELD1
 DQ9714* NAVD 88 ORTHO HEIGHT -   357.580 (meters)     1173.16  (feet) ADJUSTED
 DQ9714  ______________________________________________________________________
 DQ9714  GEOID HEIGHT    -        -28.257 (meters)                     GEOID18
 DQ9714  DYNAMIC HEIGHT  -        357.605 (meters)     1173.24  (feet) COMP
 DQ9714  MODELED GRAVITY -    980,675.1   (mgal)                       NAVD 88
 DQ9714
 DQ9714  VERT ORDER      -  SECOND    CLASS I
 DQ9714
 DQ9714.The horizontal coordinates were determined by differentially corrected
 DQ9714.hand held GPS observations or other comparable positioning techniques
 DQ9714.and have an estimated accuracy of +/- 3 meters.
 DQ9714
 DQ9714.The orthometric height was determined by differential leveling and
 DQ9714.adjusted by the NATIONAL GEODETIC SURVEY
 DQ9714.in April 2021.
 DQ9714
 DQ9714.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ9714.GEOID18 height accuracy estimate available here.
 DQ9714
 DQ9714.Click photographs - Photos may exist for this station.
 DQ9714
 DQ9714.The dynamic height is computed by dividing the NAVD 88
 DQ9714.geopotential number by the normal gravity value computed on the
 DQ9714.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ9714.degrees latitude (g = 980.6199 gals.).
 DQ9714
 DQ9714.The modeled gravity was interpolated from observed gravity values.
 DQ9714
 DQ9714;                    North         East    Units  Estimated Accuracy
 DQ9714;SPC MN C     -   286,374.3     935,654.0     MT  (+/- 3 meters HH1 GPS) 
 DQ9714
 DQ9714_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWM3999167866(NAD 83)
 DQ9714
 DQ9714                          SUPERSEDED SURVEY CONTROL
 DQ9714
 DQ9714.No superseded survey control is available for this station.
 DQ9714
 DQ9714_MARKER: DV = VERTICAL CONTROL DISK
 DQ9714_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DQ9714_SP_SET: BRIDGE ABUTMENT
 DQ9714_STAMPING: 0980 AA RESET 1987
 DQ9714_MARK LOGO: MNDT
 DQ9714_MAGNETIC: N = NO MAGNETIC MATERIAL
 DQ9714_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ9714_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DQ9714+SATELLITE: SATELLITE OBSERVATIONS - August 02, 2017
 DQ9714
 DQ9714  HISTORY     - Date     Condition        Report By
 DQ9714  HISTORY     - 19870401 MONUMENTED       MNDT
 DQ9714  HISTORY     - 20170802 GOOD             MNDT
 DQ9714
 DQ9714                          STATION DESCRIPTION
 DQ9714
 DQ9714'DESCRIBED BY MN DEPT OF TRANSP 2017 (KDJ)
 DQ9714'THE MARK IS LOCATED ABOUT 2.4 MI (3.9 KM) WEST OF CARLTON.
 DQ9714'
 DQ9714'TO REACH THE MARK IN THE SOUTH ABUTMENT OF BRIDGE NUMBER 9189, AT THE
 DQ9714'JUNCTION OF NORTHBOUND INTERSTATE HIGHWAY 35 AND TRUNK HIGHWAY 210, AT
 DQ9714'INTERSTATE HIGHWAY 35 MILE POINT 235.4.
 DQ9714'
 DQ9714'THE MARK IS LOCATED 26.0 FT (7.9 M) EAST OF NORTHBOUND INTERSTATE
 DQ9714'HIGHWAY 35.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 RN1807 ***********************************************************************
 RN1807  DESIGNATION -  0980 AB RESET
 RN1807  PID         -  RN1807
 RN1807  STATE/COUNTY-  MN/CARLTON
 RN1807  COUNTRY     -  US
 RN1807  USGS QUAD   -  CLOQUET (2019)
 RN1807
 RN1807                         *CURRENT SURVEY CONTROL
 RN1807  ______________________________________________________________________
 RN1807* NAD 83(1986) POSITION- 46 41 36.     (N) 092 26 55.     (W)   SCALED
 RN1807* NAVD 88 ORTHO HEIGHT -   365.56  (meters)     1199.3   (feet) RESET
 RN1807  ______________________________________________________________________
 RN1807  GEOID HEIGHT    -        -28.328 (meters)                     GEOID18
 RN1807  VERT ORDER      -  THIRD
 RN1807
 RN1807.The horizontal coordinates were scaled from a map and have
 RN1807.an estimated accuracy of +/- 6 seconds.
 RN1807
 RN1807.The orthometric height was computed from unverified reset data.
 RN1807
 RN1807.No vertical observational check was made to the station.
 RN1807
 RN1807.Significant digits in the geoid height do not necessarily reflect accuracy.
 RN1807.GEOID18 height accuracy estimate available here.
 RN1807
 RN1807.Click photographs - Photos may exist for this station.
 RN1807
 RN1807;                    North         East    Units  Estimated Accuracy
 RN1807;SPC MN C     -   289,780.      937,770.      MT  (+/- 180 meters Scaled)
 RN1807
 RN1807_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWM421712(NAD 83)
 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
 RN1807.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RN1807.See file dsdata.pdf to determine how the superseded data were derived.
 RN1807
 RN1807_MARKER: DV = VERTICAL CONTROL DISK
 RN1807_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 RN1807_SP_SET: BRIDGE RAILING
 RN1807_STAMPING: 0980 AB RESET 1982
 RN1807_MARK LOGO: MNHD
 RN1807_MAGNETIC: N = NO MAGNETIC MATERIAL
 RN1807_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RN1807_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 RN1807+SATELLITE: SATELLITE OBSERVATIONS - August 02, 2017
 RN1807
 RN1807  HISTORY     - Date     Condition        Report By
 RN1807  HISTORY     - 1982     MONUMENTED       MNDT
 RN1807  HISTORY     - 20170802 GOOD             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.
 RN1807
 RN1807                          STATION RECOVERY (2017)
 RN1807
 RN1807'RECOVERY NOTE BY MN DEPT OF TRANSP 2017 (KDJ)
 RN1807'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 RN0342 ***********************************************************************
 RN0342  DESIGNATION -  0980 AC
 RN0342  PID         -  RN0342
 RN0342  STATE/COUNTY-  MN/CARLTON
 RN0342  COUNTRY     -  US
 RN0342  USGS QUAD   -  CLOQUET (2019)
 RN0342
 RN0342                         *CURRENT SURVEY CONTROL
 RN0342  ______________________________________________________________________
 RN0342* NAD 83(1986) POSITION- 46 41 58.9    (N) 092 25 35.3    (W)   HD_HELD2
 RN0342* NAVD 88 ORTHO HEIGHT -   349.769 (meters)     1147.53  (feet) ADJUSTED
 RN0342  ______________________________________________________________________
 RN0342  GEOID HEIGHT    -        -28.341 (meters)                     GEOID18
 RN0342  DYNAMIC HEIGHT  -        349.794 (meters)     1147.62  (feet) COMP
 RN0342  MODELED GRAVITY -    980,675.8   (mgal)                       NAVD 88
 RN0342
 RN0342  VERT ORDER      -  SECOND    CLASS I
 RN0342
 RN0342.The horizontal coordinates were established by autonomous hand held GPS
 RN0342.observations and have an estimated accuracy of +/- 10 meters.
 RN0342
 RN0342.The orthometric height was determined by differential leveling and
 RN0342.adjusted by the NATIONAL GEODETIC SURVEY
 RN0342.in June 1991.
 RN0342
 RN0342.Significant digits in the geoid height do not necessarily reflect accuracy.
 RN0342.GEOID18 height accuracy estimate available here.
 RN0342
 RN0342.Click photographs - Photos may exist for this station.
 RN0342
 RN0342.The dynamic height is computed by dividing the NAVD 88
 RN0342.geopotential number by the normal gravity value computed on the
 RN0342.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RN0342.degrees latitude (g = 980.6199 gals.).
 RN0342
 RN0342.The modeled gravity was interpolated from observed gravity values.
 RN0342
 RN0342;                    North         East    Units  Estimated Accuracy
 RN0342;SPC MN C     -   290,522.      939,445.      MT  (+/- 10 meters HH2 GPS)
 RN0342
 RN0342_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWM4384671952(NAD 83)
 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
 RN0342.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RN0342.See file dsdata.pdf to determine how the superseded data were derived.
 RN0342
 RN0342_MARKER: DB = BENCH MARK DISK
 RN0342_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 RN0342_SP_SET: BRIDGE ABUTMENT
 RN0342_STAMPING: 0980 AC 1971
 RN0342_MARK LOGO: MNHD
 RN0342_MAGNETIC: N = NO MAGNETIC MATERIAL
 RN0342_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RN0342_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 RN0342+SATELLITE: SATELLITE OBSERVATIONS - August 02, 2017
 RN0342
 RN0342  HISTORY     - Date     Condition        Report By
 RN0342  HISTORY     - 19700401 MONUMENTED       MNHD
 RN0342  HISTORY     - 1971     GOOD             MNDT
 RN0342  HISTORY     - 19990401 GOOD             MNDT
 RN0342  HISTORY     - 20010331 GOOD             NGS
 RN0342  HISTORY     - 20140501 GOOD             MNDT
 RN0342  HISTORY     - 20170802 GOOD             MNDT
 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.
 RN0342
 RN0342                          STATION RECOVERY (2014)
 RN0342
 RN0342'RECOVERY NOTE BY MN DEPT OF TRANSP 2014 (JJ)
 RN0342'AT SCANLON, IN BRIDGE ABUTMENT AT SOUTHEAST CORNER OF WESTBOUND
 RN0342'INTERSTATE HIGHWAY 35 BRIDGE NUMBER 09805 OVER TRUNK HIGHWAY 45, AT
 RN0342'INTERSTATE HIGHWAY 35 MILE POINT 239.15, 18.3 FT (5.6 M) SOUTH OF
 RN0342'WESTBOUND INTERSTATE HIGHWAY 35.
 RN0342
 RN0342                          STATION RECOVERY (2017)
 RN0342
 RN0342'RECOVERY NOTE BY MN DEPT OF TRANSP 2017 (KDJ)
 RN0342'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 RN0341 ***********************************************************************
 RN0341  DESIGNATION -  0980 AD
 RN0341  PID         -  RN0341
 RN0341  STATE/COUNTY-  MN/CARLTON
 RN0341  COUNTRY     -  US
 RN0341  USGS QUAD   -  CLOQUET (2019)
 RN0341
 RN0341                         *CURRENT SURVEY CONTROL
 RN0341  ______________________________________________________________________
 RN0341* NAD 83(1986) POSITION- 46 41 58.0    (N) 092 25 35.8    (W)   HD_HELD2
 RN0341* NAVD 88 ORTHO HEIGHT -   349.589 (meters)     1146.94  (feet) ADJUSTED
 RN0341  ______________________________________________________________________
 RN0341  GEOID HEIGHT    -        -28.341 (meters)                     GEOID18
 RN0341  DYNAMIC HEIGHT  -        349.615 (meters)     1147.03  (feet) COMP
 RN0341  MODELED GRAVITY -    980,675.8   (mgal)                       NAVD 88
 RN0341
 RN0341  VERT ORDER      -  SECOND    CLASS I
 RN0341
 RN0341.The horizontal coordinates were established by autonomous hand held GPS
 RN0341.observations and have an estimated accuracy of +/- 10 meters.
 RN0341
 RN0341.The orthometric height was determined by differential leveling and
 RN0341.adjusted by the NATIONAL GEODETIC SURVEY
 RN0341.in March 2005.
 RN0341
 RN0341.Significant digits in the geoid height do not necessarily reflect accuracy.
 RN0341.GEOID18 height accuracy estimate available here.
 RN0341
 RN0341.Click photographs - Photos may exist for this station.
 RN0341
 RN0341.The dynamic height is computed by dividing the NAVD 88
 RN0341.geopotential number by the normal gravity value computed on the
 RN0341.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RN0341.degrees latitude (g = 980.6199 gals.).
 RN0341
 RN0341.The modeled gravity was interpolated from observed gravity values.
 RN0341
 RN0341;                    North         East    Units  Estimated Accuracy
 RN0341;SPC MN C     -   290,494.      939,435.      MT  (+/- 10 meters HH2 GPS)
 RN0341
 RN0341_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWM4383671924(NAD 83)
 RN0341
 RN0341                          SUPERSEDED SURVEY CONTROL
 RN0341
 RN0341  NAVD 88 (06/15/91)  349.593  (m)         1146.96   (f) SUPERSEDED  2 0
 RN0341  NGVD 29 (??/??/92)  349.509  (m)         1146.68   (f) ADJ UNCH    2 0
 RN0341
 RN0341.Superseded values are not recommended for survey control.
 RN0341
 RN0341.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RN0341.See file dsdata.pdf to determine how the superseded data were derived.
 RN0341
 RN0341_MARKER: DB = BENCH MARK DISK
 RN0341_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 RN0341_SP_SET: BRIDGE ABUTMENT
 RN0341_STAMPING: 0980 AD 1971
 RN0341_MARK LOGO: MNHD
 RN0341_MAGNETIC: N = NO MAGNETIC MATERIAL
 RN0341_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RN0341_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 RN0341+SATELLITE: SATELLITE OBSERVATIONS - August 02, 2017
 RN0341
 RN0341  HISTORY     - Date     Condition        Report By
 RN0341  HISTORY     - 19700401 MONUMENTED       MNHD
 RN0341  HISTORY     - 1971     GOOD             MNDT
 RN0341  HISTORY     - 19990401 GOOD             MNDT
 RN0341  HISTORY     - 20010331 GOOD             NGS
 RN0341  HISTORY     - 20140501 GOOD             MNDT
 RN0341  HISTORY     - 20170802 GOOD             MNDT
 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.
 RN0341
 RN0341                          STATION RECOVERY (2014)
 RN0341
 RN0341'RECOVERY NOTE BY MN DEPT OF TRANSP 2014 (JJ)
 RN0341'AT SCANLON, IN BRIDGE ABUTMENT IN SOUTHEAST CORNER OF NORTHBOUND
 RN0341'INTERSTATE HIGHWAY 35 BRIDGE 09806 OVER TRUNK HIGHWAY 45, AT THE
 RN0341'JUNCTION OF TRUNK HIGHWAY 45 AND INTERSTATE HIGHWAY 35 IN SCANLON, AT
 RN0341'INTERSTATE HIGHWAY 35 MILE POINT 239.15, 27.0 FT (8.2 M) SOUTH OF
 RN0341'NORTHBOUND INTERSTATE HIGHWAY 35.
 RN0341
 RN0341                          STATION RECOVERY (2017)
 RN0341
 RN0341'RECOVERY NOTE BY MN DEPT OF TRANSP 2017 (KDJ)
 RN0341'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 AI8055 ***********************************************************************
 AI8055  DESIGNATION -  0980 AE
 AI8055  PID         -  AI8055
 AI8055  STATE/COUNTY-  MN/CARLTON
 AI8055  COUNTRY     -  US
 AI8055  USGS QUAD   -  CLOQUET (2019)
 AI8055
 AI8055                         *CURRENT SURVEY CONTROL
 AI8055  ______________________________________________________________________
 AI8055* NAD 83(1986) POSITION- 46 41 58.06   (N) 092 25 09.13   (W)   HD_HELD1
 AI8055* NAVD 88 ORTHO HEIGHT -   342.617 (meters)     1124.07  (feet) ADJUSTED
 AI8055  ______________________________________________________________________
 AI8055  GEOID HEIGHT    -        -28.339 (meters)                     GEOID18
 AI8055  DYNAMIC HEIGHT  -        342.642 (meters)     1124.15  (feet) COMP
 AI8055  MODELED GRAVITY -    980,676.4   (mgal)                       NAVD 88
 AI8055
 AI8055  VERT ORDER      -  SECOND    CLASS I
 AI8055
 AI8055.The horizontal coordinates were determined by differentially corrected
 AI8055.hand held GPS observations or other comparable positioning techniques
 AI8055.and have an estimated accuracy of +/- 3 meters.
 AI8055
 AI8055.The orthometric height was determined by differential leveling and
 AI8055.adjusted by the NATIONAL GEODETIC SURVEY
 AI8055.in April 2021.
 AI8055
 AI8055.Significant digits in the geoid height do not necessarily reflect accuracy.
 AI8055.GEOID18 height accuracy estimate available here.
 AI8055
 AI8055.Click photographs - Photos may exist for this station.
 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     -   290,509.3     940,001.4     MT  (+/- 3 meters HH1 GPS) 
 AI8055
 AI8055_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWM4440271930(NAD 83)
 AI8055
 AI8055                          SUPERSEDED SURVEY CONTROL
 AI8055
 AI8055  NAVD 88 (03/18/05)  342.619  (m)         1124.08   (f) SUPERSEDED  2 1
 AI8055
 AI8055.Superseded values are not recommended for survey control.
 AI8055
 AI8055.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI8055.See file dsdata.pdf to determine how the superseded data were derived.
 AI8055
 AI8055_MARKER: DB = BENCH MARK DISK
 AI8055_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 AI8055_SP_SET: BRIDGE ABUTMENT
 AI8055_STAMPING: 0980 AE 1997
 AI8055_MARK LOGO: MNHD
 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 09, 2017
 AI8055
 AI8055  HISTORY     - Date     Condition        Report By
 AI8055  HISTORY     - 1971     MONUMENTED       MNHD
 AI8055  HISTORY     - 19990816 GOOD             MNDT
 AI8055  HISTORY     - 20170809 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.
 AI8055
 AI8055                          STATION RECOVERY (2017)
 AI8055
 AI8055'RECOVERY NOTE BY MN DEPT OF TRANSP 2017 (KMS)
 AI8055'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 AI8056 ***********************************************************************
 AI8056  DESIGNATION -  0980 AF
 AI8056  PID         -  AI8056
 AI8056  STATE/COUNTY-  MN/CARLTON
 AI8056  COUNTRY     -  US
 AI8056  USGS QUAD   -  CLOQUET (2019)
 AI8056
 AI8056                         *CURRENT SURVEY CONTROL
 AI8056  ______________________________________________________________________
 AI8056* NAD 83(1986) POSITION- 46 41 57.47   (N) 092 24 06.20   (W)   HD_HELD1
 AI8056* NAVD 88 ORTHO HEIGHT -   349.344 (meters)     1146.14  (feet) ADJUSTED
 AI8056  ______________________________________________________________________
 AI8056  GEOID HEIGHT    -        -28.333 (meters)                     GEOID18
 AI8056  DYNAMIC HEIGHT  -        349.370 (meters)     1146.22  (feet) COMP
 AI8056  MODELED GRAVITY -    980,678.2   (mgal)                       NAVD 88
 AI8056
 AI8056  VERT ORDER      -  SECOND    CLASS I
 AI8056
 AI8056.The horizontal coordinates were determined by differentially corrected
 AI8056.hand held GPS observations or other comparable positioning techniques
 AI8056.and have an estimated accuracy of +/- 3 meters.
 AI8056
 AI8056.The orthometric height was determined by differential leveling and
 AI8056.adjusted by the NATIONAL GEODETIC SURVEY
 AI8056.in April 2021.
 AI8056
 AI8056.Significant digits in the geoid height do not necessarily reflect accuracy.
 AI8056.GEOID18 height accuracy estimate available here.
 AI8056
 AI8056.Click photographs - Photos may exist for this station.
 AI8056
 AI8056.The dynamic height is computed by dividing the NAVD 88
 AI8056.geopotential number by the normal gravity value computed on the
 AI8056.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI8056.degrees latitude (g = 980.6199 gals.).
 AI8056
 AI8056.The modeled gravity was interpolated from observed gravity values.
 AI8056
 AI8056;                    North         East    Units  Estimated Accuracy
 AI8056;SPC MN C     -   290,522.1     941,338.3     MT  (+/- 3 meters HH1 GPS) 
 AI8056
 AI8056_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWM4573871922(NAD 83)
 AI8056
 AI8056                          SUPERSEDED SURVEY CONTROL
 AI8056
 AI8056  NAVD 88 (03/18/05)  349.337  (m)         1146.12   (f) SUPERSEDED  2 1
 AI8056
 AI8056.Superseded values are not recommended for survey control.
 AI8056
 AI8056.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI8056.See file dsdata.pdf to determine how the superseded data were derived.
 AI8056
 AI8056_MARKER: DD = SURVEY DISK
 AI8056_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 AI8056_STAMPING: 0980 AF 1997
 AI8056_MARK LOGO: MNDT
 AI8056_PROJECTION: RECESSED 5 CENTIMETERS
 AI8056_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AI8056_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AI8056_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AI8056+SATELLITE: SATELLITE OBSERVATIONS - August 09, 2017
 AI8056_ROD/PIPE-DEPTH: 10.7 meters
 AI8056
 AI8056  HISTORY     - Date     Condition        Report By
 AI8056  HISTORY     - 19970924 MONUMENTED       MNDT
 AI8056  HISTORY     - 19990816 GOOD             MNDT
 AI8056  HISTORY     - 20140501 GOOD             MNDT
 AI8056  HISTORY     - 20170809 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.
 AI8056
 AI8056                          STATION RECOVERY (2014)
 AI8056
 AI8056'RECOVERY NOTE BY MN DEPT OF TRANSP 2014 (JJ)
 AI8056'2.0 MI (3.2 KM) SOUTHEAST OF SCANLON, 1.20 MI (1.9 KM) EAST ALONG
 AI8056'INTERSTATE HIGHWAY 35  FROM THE JUNCTION OF INTERSTATE HIGHWAY 35 AND
 AI8056'TRUNK HIGHWAY 45 IN SCANLON, AT INTERSTATE HIGHWAY 35 MILE POINT
 AI8056'240.4, 118.8 FT (36.2 M) SOUTH OF NORTHBOUND INTERSTATE HIGHWAY 35,
 AI8056'9.0 FT (2.7 M) WEST OF RIGHT-OF-WAY POST, 2.2 FT (0.7 M) EAST OF A
 AI8056'WITNESS POST.
 AI8056
 AI8056                          STATION RECOVERY (2017)
 AI8056
 AI8056'RECOVERY NOTE BY MN DEPT OF TRANSP 2017 (KMS)
 AI8056'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 AI8057 ***********************************************************************
 AI8057  DESIGNATION -  0980 AG
 AI8057  PID         -  AI8057
 AI8057  STATE/COUNTY-  MN/CARLTON
 AI8057  COUNTRY     -  US
 AI8057  USGS QUAD   -  CLOQUET (2019)
 AI8057
 AI8057                         *CURRENT SURVEY CONTROL
 AI8057  ______________________________________________________________________
 AI8057* NAD 83(1986) POSITION- 46 41 56.33   (N) 092 23 12.76   (W)   HD_HELD1
 AI8057* NAVD 88 ORTHO HEIGHT -   357.615 (meters)     1173.28  (feet) ADJUSTED
 AI8057  ______________________________________________________________________
 AI8057  GEOID HEIGHT    -        -28.327 (meters)                     GEOID18
 AI8057  DYNAMIC HEIGHT  -        357.642 (meters)     1173.36  (feet) COMP
 AI8057  MODELED GRAVITY -    980,680.0   (mgal)                       NAVD 88
 AI8057
 AI8057  VERT ORDER      -  SECOND    CLASS I
 AI8057
 AI8057.The horizontal coordinates were determined by differentially corrected
 AI8057.hand held GPS observations or other comparable positioning techniques
 AI8057.and have an estimated accuracy of +/- 3 meters.
 AI8057
 AI8057.The orthometric height was determined by differential leveling and
 AI8057.adjusted by the NATIONAL GEODETIC SURVEY
 AI8057.in April 2021.
 AI8057
 AI8057.Significant digits in the geoid height do not necessarily reflect accuracy.
 AI8057.GEOID18 height accuracy estimate available here.
 AI8057
 AI8057.Click photographs - Photos may exist for this station.
 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     -   290,513.6     942,474.1     MT  (+/- 3 meters HH1 GPS) 
 AI8057
 AI8057_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWM4687471896(NAD 83)
 AI8057
 AI8057                          SUPERSEDED SURVEY CONTROL
 AI8057
 AI8057  NAVD 88 (03/18/05)  357.614  (m)         1173.27   (f) SUPERSEDED  2 1
 AI8057
 AI8057.Superseded values are not recommended for survey control.
 AI8057
 AI8057.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI8057.See file dsdata.pdf to determine how the superseded data were derived.
 AI8057
 AI8057_MARKER: DB = BENCH MARK DISK
 AI8057_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 AI8057_SP_SET: BRIDGE ABUTMENT
 AI8057_STAMPING: 0980 AG 1997
 AI8057_MARK LOGO: MNHD
 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 09, 2017
 AI8057
 AI8057  HISTORY     - Date     Condition        Report By
 AI8057  HISTORY     - 1971     MONUMENTED       MNHD
 AI8057  HISTORY     - 19990816 GOOD             MNDT
 AI8057  HISTORY     - 20170809 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.
 AI8057
 AI8057                          STATION RECOVERY (2017)
 AI8057
 AI8057'RECOVERY NOTE BY MN DEPT OF TRANSP 2017 (KMS)
 AI8057'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 AI8058 ***********************************************************************
 AI8058  DESIGNATION -  0980 AH
 AI8058  PID         -  AI8058
 AI8058  STATE/COUNTY-  MN/CARLTON
 AI8058  COUNTRY     -  US
 AI8058  USGS QUAD   -  CLOQUET (2019)
 AI8058
 AI8058                         *CURRENT SURVEY CONTROL
 AI8058  ______________________________________________________________________
 AI8058* NAD 83(1986) POSITION- 46 41 51.28   (N) 092 22 35.22   (W)   HD_HELD1
 AI8058* NAVD 88 ORTHO HEIGHT -   351.480 (meters)     1153.15  (feet) ADJUSTED
 AI8058  ______________________________________________________________________
 AI8058  GEOID HEIGHT    -        -28.320 (meters)                     GEOID18
 AI8058  DYNAMIC HEIGHT  -        351.507 (meters)     1153.24  (feet) COMP
 AI8058  MODELED GRAVITY -    980,681.7   (mgal)                       NAVD 88
 AI8058
 AI8058  VERT ORDER      -  SECOND    CLASS I
 AI8058
 AI8058.The horizontal coordinates were determined by differentially corrected
 AI8058.hand held GPS observations or other comparable positioning techniques
 AI8058.and have an estimated accuracy of +/- 3 meters.
 AI8058
 AI8058.The orthometric height was determined by differential leveling and
 AI8058.adjusted by the NATIONAL GEODETIC SURVEY
 AI8058.in March 2005.
 AI8058
 AI8058.Significant digits in the geoid height do not necessarily reflect accuracy.
 AI8058.GEOID18 height accuracy estimate available here.
 AI8058
 AI8058.Click photographs - Photos may exist for this station.
 AI8058
 AI8058.The dynamic height is computed by dividing the NAVD 88
 AI8058.geopotential number by the normal gravity value computed on the
 AI8058.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI8058.degrees latitude (g = 980.6199 gals.).
 AI8058
 AI8058.The modeled gravity was interpolated from observed gravity values.
 AI8058
 AI8058;                    North         East    Units  Estimated Accuracy
 AI8058;SPC MN C     -   290,376.5     943,275.1     MT  (+/- 3 meters HH1 GPS) 
 AI8058
 AI8058_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWM4767271746(NAD 83)
 AI8058
 AI8058                          SUPERSEDED SURVEY CONTROL
 AI8058
 AI8058.No superseded survey control is available for this station.
 AI8058
 AI8058_MARKER: DB = BENCH MARK DISK
 AI8058_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 AI8058_SP_SET: BRIDGE ABUTMENT
 AI8058_STAMPING: 0980 AH 1997
 AI8058_MARK LOGO: MNHD
 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 09, 2017
 AI8058
 AI8058  HISTORY     - Date     Condition        Report By
 AI8058  HISTORY     - 1972     MONUMENTED       MNHD
 AI8058  HISTORY     - 19990816 GOOD             MNDT
 AI8058  HISTORY     - 20170809 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.
 AI8058
 AI8058                          STATION RECOVERY (2017)
 AI8058
 AI8058'RECOVERY NOTE BY MN DEPT OF TRANSP 2017 (KMS)
 AI8058'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 AI8059 ***********************************************************************
 AI8059  DESIGNATION -  0980 AJ
 AI8059  PID         -  AI8059
 AI8059  STATE/COUNTY-  MN/CARLTON
 AI8059  COUNTRY     -  US
 AI8059  USGS QUAD   -  ESKO (2019)
 AI8059
 AI8059                         *CURRENT SURVEY CONTROL
 AI8059  ______________________________________________________________________
 AI8059* NAD 83(1986) POSITION- 46 41 45.51   (N) 092 21 54.20   (W)   HD_HELD1
 AI8059* NAVD 88 ORTHO HEIGHT -   368.913 (meters)     1210.34  (feet) ADJUSTED
 AI8059  ______________________________________________________________________
 AI8059  GEOID HEIGHT    -        -28.312 (meters)                     GEOID18
 AI8059  DYNAMIC HEIGHT  -        368.943 (meters)     1210.44  (feet) COMP
 AI8059  MODELED GRAVITY -    980,683.7   (mgal)                       NAVD 88
 AI8059
 AI8059  VERT ORDER      -  SECOND    CLASS I
 AI8059
 AI8059.The horizontal coordinates were determined by differentially corrected
 AI8059.hand held GPS observations or other comparable positioning techniques
 AI8059.and have an estimated accuracy of +/- 3 meters.
 AI8059
 AI8059.The orthometric height was determined by differential leveling and
 AI8059.adjusted by the NATIONAL GEODETIC SURVEY
 AI8059.in March 2005.
 AI8059
 AI8059.Significant digits in the geoid height do not necessarily reflect accuracy.
 AI8059.GEOID18 height accuracy estimate available here.
 AI8059
 AI8059.Click photographs - Photos may exist for this station.
 AI8059
 AI8059.The dynamic height is computed by dividing the NAVD 88
 AI8059.geopotential number by the normal gravity value computed on the
 AI8059.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI8059.degrees latitude (g = 980.6199 gals.).
 AI8059
 AI8059.The modeled gravity was interpolated from observed gravity values.
 AI8059
 AI8059;                    North         East    Units  Estimated Accuracy
 AI8059;SPC MN C     -   290,219.0     944,150.5     MT  (+/- 3 meters HH1 GPS) 
 AI8059
 AI8059_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWM4854571575(NAD 83)
 AI8059
 AI8059                          SUPERSEDED SURVEY CONTROL
 AI8059
 AI8059.No superseded survey control is available for this station.
 AI8059
 AI8059_MARKER: DB = BENCH MARK DISK
 AI8059_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 AI8059_SP_SET: BRIDGE ABUTMENT
 AI8059_STAMPING: 0980 AJ 1997
 AI8059_MARK LOGO: MNHD
 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 09, 2017
 AI8059
 AI8059  HISTORY     - Date     Condition        Report By
 AI8059  HISTORY     - 1971     MONUMENTED       MNHD
 AI8059  HISTORY     - 19990816 GOOD             MNDT
 AI8059  HISTORY     - 20170809 GOOD             MNDT
 AI8059
 AI8059                          STATION DESCRIPTION
 AI8059
 AI8059'DESCRIBED BY MN DEPT OF TRANSP 1999 (WAS)
 AI8059'0.70 MI (1.13 KM) SOUTH OF ESKO, IN ABUT AT SOUTHEAST CORNER OF BRIDGE
 AI8059'NO 09822, (OVER FAI 35), 2.9 MI (4.7 KM) EAST ALONG FAI 35 FROM JCT OF
 AI8059'FAI 35 AND TH 45 IN SCANLON, AT FAI 35 MP 242.05, 26.2 FT (8.0 M)
 AI8059'EAST OF CO RD 1.  NOTE-MARK WAS SET IN 1971, BUT YEAR WAS NOT STAMPED
 AI8059'UNTIL 1997.
 AI8059
 AI8059                          STATION RECOVERY (2017)
 AI8059
 AI8059'RECOVERY NOTE BY MN DEPT OF TRANSP 2017 (KMS)
 AI8059'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 AI8060 ***********************************************************************
 AI8060  DESIGNATION -  0980 AK
 AI8060  PID         -  AI8060
 AI8060  STATE/COUNTY-  MN/CARLTON
 AI8060  COUNTRY     -  US
 AI8060  USGS QUAD   -  ESKO (2019)
 AI8060
 AI8060                         *CURRENT SURVEY CONTROL
 AI8060  ______________________________________________________________________
 AI8060* NAD 83(1986) POSITION- 46 41 46.61   (N) 092 20 38.37   (W)   HD_HELD1
 AI8060* NAVD 88 ORTHO HEIGHT -   370.433 (meters)     1215.33  (feet) ADJUSTED
 AI8060  ______________________________________________________________________
 AI8060  GEOID HEIGHT    -        -28.304 (meters)                     GEOID18
 AI8060  DYNAMIC HEIGHT  -        370.464 (meters)     1215.43  (feet) COMP
 AI8060  MODELED GRAVITY -    980,686.7   (mgal)                       NAVD 88
 AI8060
 AI8060  VERT ORDER      -  SECOND    CLASS I
 AI8060
 AI8060.The horizontal coordinates were determined by differentially corrected
 AI8060.hand held GPS observations or other comparable positioning techniques
 AI8060.and have an estimated accuracy of +/- 3 meters.
 AI8060
 AI8060.The orthometric height was determined by differential leveling and
 AI8060.adjusted by the NATIONAL GEODETIC SURVEY
 AI8060.in April 2021.
 AI8060
 AI8060.Significant digits in the geoid height do not necessarily reflect accuracy.
 AI8060.GEOID18 height accuracy estimate available here.
 AI8060
 AI8060.Click photographs - Photos may exist for this station.
 AI8060
 AI8060.The dynamic height is computed by dividing the NAVD 88
 AI8060.geopotential number by the normal gravity value computed on the
 AI8060.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI8060.degrees latitude (g = 980.6199 gals.).
 AI8060
 AI8060.The modeled gravity was interpolated from observed gravity values.
 AI8060
 AI8060;                    North         East    Units  Estimated Accuracy
 AI8060;SPC MN C     -   290,291.5     945,760.2     MT  (+/- 3 meters HH1 GPS) 
 AI8060
 AI8060_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWM5015571622(NAD 83)
 AI8060
 AI8060                          SUPERSEDED SURVEY CONTROL
 AI8060
 AI8060  NAVD 88 (03/18/05)  370.434  (m)         1215.33   (f) SUPERSEDED  2 1
 AI8060
 AI8060.Superseded values are not recommended for survey control.
 AI8060
 AI8060.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI8060.See file dsdata.pdf to determine how the superseded data were derived.
 AI8060
 AI8060_MARKER: DB = BENCH MARK DISK
 AI8060_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 AI8060_SP_SET: BRIDGE ABUTMENT
 AI8060_STAMPING: 0980 AK 1997
 AI8060_MARK LOGO: MNHD
 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 09, 2017
 AI8060
 AI8060  HISTORY     - Date     Condition        Report By
 AI8060  HISTORY     - 19710401 MONUMENTED       MNHD
 AI8060  HISTORY     - 19990816 GOOD             MNDT
 AI8060  HISTORY     - 20170809 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.
 AI8060
 AI8060                          STATION RECOVERY (2017)
 AI8060
 AI8060'RECOVERY NOTE BY MN DEPT OF TRANSP 2017 (KMS)
 AI8060'THE MARK IS LOCATED ABOUT 4.0 MI (6.4 KM) EAST OF SCANLON.
 AI8060'
 AI8060'TO REACH THE MARK IN AN ABUTMENT IN THE SOUTHEAST CORNER OF COUNTY
 AI8060'ROAD 151 BRIDGE NUMBER 09829 OVER INTERSTATE HIGHWAY 35, 3.95 MI (6.36
 AI8060'KM) EAST ALONG INTERSTATE HIGHWAY 35 FROM THE JUNCTION OF INTERSTATE
 AI8060'HIGHWAY 35 AND TRUNK HIGHWAY 45 IN SCANLON, AT INTERSTATE HIGHWAY 35
 AI8060'MILE POINT 243.1.
 AI8060'
 AI8060'THE MARK IS LOCATED 19.0 FT (5.8 M) EAST OF COUNTY ROAD 151 (JAY COOKE
 AI8060'ROAD), 97.0 FT (29.6 M) SOUTH OF NORTHBOUND INTERSTATE HIGHWAY 35.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 AI8061 ***********************************************************************
 AI8061  DESIGNATION -  0980 AL
 AI8061  PID         -  AI8061
 AI8061  STATE/COUNTY-  MN/CARLTON
 AI8061  COUNTRY     -  US
 AI8061  USGS QUAD   -  ESKO (2019)
 AI8061
 AI8061                         *CURRENT SURVEY CONTROL
 AI8061  ______________________________________________________________________
 AI8061* NAD 83(1986) POSITION- 46 41 58.42   (N) 092 19 18.79   (W)   HD_HELD1
 AI8061* NAVD 88 ORTHO HEIGHT -   350.745 (meters)     1150.74  (feet) ADJUSTED
 AI8061  ______________________________________________________________________
 AI8061  GEOID HEIGHT    -        -28.301 (meters)                     GEOID18
 AI8061  DYNAMIC HEIGHT  -        350.775 (meters)     1150.83  (feet) COMP
 AI8061  MODELED GRAVITY -    980,687.8   (mgal)                       NAVD 88
 AI8061
 AI8061  VERT ORDER      -  SECOND    CLASS I
 AI8061
 AI8061.The horizontal coordinates were determined by differentially corrected
 AI8061.hand held GPS observations or other comparable positioning techniques
 AI8061.and have an estimated accuracy of +/- 3 meters.
 AI8061
 AI8061.The orthometric height was determined by differential leveling and
 AI8061.adjusted by the NATIONAL GEODETIC SURVEY
 AI8061.in April 2021.
 AI8061
 AI8061.Significant digits in the geoid height do not necessarily reflect accuracy.
 AI8061.GEOID18 height accuracy estimate available here.
 AI8061
 AI8061.Click photographs - Photos may exist for this station.
 AI8061
 AI8061.The dynamic height is computed by dividing the NAVD 88
 AI8061.geopotential number by the normal gravity value computed on the
 AI8061.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI8061.degrees latitude (g = 980.6199 gals.).
 AI8061
 AI8061.The modeled gravity was interpolated from observed gravity values.
 AI8061
 AI8061;                    North         East    Units  Estimated Accuracy
 AI8061;SPC MN C     -   290,697.0     947,441.5     MT  (+/- 3 meters HH1 GPS) 
 AI8061
 AI8061_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWM5184272001(NAD 83)
 AI8061
 AI8061                          SUPERSEDED SURVEY CONTROL
 AI8061
 AI8061  NAVD 88 (03/18/05)  350.742  (m)         1150.73   (f) SUPERSEDED  2 1
 AI8061
 AI8061.Superseded values are not recommended for survey control.
 AI8061
 AI8061.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI8061.See file dsdata.pdf to determine how the superseded data were derived.
 AI8061
 AI8061_MARKER: DB = BENCH MARK DISK
 AI8061_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 AI8061_SP_SET: BRIDGE ABUTMENT
 AI8061_STAMPING: 0980 AL 1997
 AI8061_MARK LOGO: MNHD
 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 09, 2017
 AI8061
 AI8061  HISTORY     - Date     Condition        Report By
 AI8061  HISTORY     - 1971     MONUMENTED       MNHD
 AI8061  HISTORY     - 19990816 GOOD             MNDT
 AI8061  HISTORY     - 20170809 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.
 AI8061
 AI8061                          STATION RECOVERY (2017)
 AI8061
 AI8061'RECOVERY NOTE BY MN DEPT OF TRANSP 2017 (KMS)
 AI8061'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DO7256 ***********************************************************************
 DO7256  DESIGNATION -  0980 AM
 DO7256  PID         -  DO7256
 DO7256  STATE/COUNTY-  MN/CARLTON
 DO7256  COUNTRY     -  US
 DO7256  USGS QUAD   -  HANGING HORN LAKE (2019)
 DO7256
 DO7256                         *CURRENT SURVEY CONTROL
 DO7256  ______________________________________________________________________
 DO7256* NAD 83(1986) POSITION- 46 29 41.     (N) 092 41 28.     (W)   SCALED
 DO7256* NAVD 88 ORTHO HEIGHT -   333.631 (meters)     1094.59  (feet) ADJUSTED
 DO7256  ______________________________________________________________________
 DO7256  GEOID HEIGHT    -        -28.020 (meters)                     GEOID18
 DO7256  DYNAMIC HEIGHT  -        333.647 (meters)     1094.64  (feet) COMP
 DO7256  MODELED GRAVITY -    980,652.5   (mgal)                       NAVD 88
 DO7256
 DO7256  VERT ORDER      -  SECOND    CLASS I
 DO7256
 DO7256.The horizontal coordinates were scaled from a map and have
 DO7256.an estimated accuracy of +/- 6 seconds.
 DO7256
 DO7256.The orthometric height was determined by differential leveling and
 DO7256.adjusted by the NATIONAL GEODETIC SURVEY
 DO7256.in September 2016.
 DO7256
 DO7256.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO7256.GEOID18 height accuracy estimate available here.
 DO7256
 DO7256.Click photographs - Photos may exist for this station.
 DO7256
 DO7256.The dynamic height is computed by dividing the NAVD 88
 DO7256.geopotential number by the normal gravity value computed on the
 DO7256.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO7256.degrees latitude (g = 980.6199 gals.).
 DO7256
 DO7256.The modeled gravity was interpolated from observed gravity values.
 DO7256
 DO7256;                    North         East    Units  Estimated Accuracy
 DO7256;SPC MN C     -   267,310.      919,660.      MT  (+/- 180 meters Scaled)
 DO7256
 DO7256_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWM237490(NAD 83)
 DO7256
 DO7256                          SUPERSEDED SURVEY CONTROL
 DO7256
 DO7256.No superseded survey control is available for this station.
 DO7256
 DO7256_MARKER: DD = SURVEY DISK
 DO7256_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DO7256_SP_SET: BRIDGE ABUTMENT
 DO7256_STAMPING: 0980 AM 1968 2008
 DO7256_MARK LOGO: MNDT
 DO7256_MAGNETIC: N = NO MAGNETIC MATERIAL
 DO7256_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DO7256_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DO7256+SATELLITE: SATELLITE OBSERVATIONS - 2008
 DO7256
 DO7256  HISTORY     - Date     Condition        Report By
 DO7256  HISTORY     - 2008     MONUMENTED       MNDT
 DO7256
 DO7256                          STATION DESCRIPTION
 DO7256
 DO7256'DESCRIBED BY MN DEPT OF TRANSP 2008
 DO7256'THE STATION IS LOCATED ABOUT 8.9 MI (14.3 KM) EAST OF KETTLE RIVER,
 DO7256'4.4 MI (7.1 KM) NORTHEAST OF MOOSE LAKE AND IN THE TOWN OF BARNUM, MN.
 DO7256'THE MARK IS 0.5 MI (0.8 KM) SOUTH OF BARNUM, 1.10 MI (1.8 KM)
 DO7256'SOUTHWEST ALONG INTERSTATE HIGHWAY 35 FROM THE JUNCTION OF INTERSTATE
 DO7256'HIGHWAY 35 AND COUNTY ROAD 6 EAST OF BARNUM.
 DO7256'
 DO7256'DISK SET IN A DRILL HOLE IN ABUTMENT AT SOUTHEAST CORNER OF BRIDGE
 DO7256'NUMBER 9818 OVER MOOSE HORN RIVER, AT INTERSTATE HIGHWAY 35 MILEPOST
 DO7256'219.50.
 DO7256'
 DO7256'IT IS 24.9 FT (7.6 M) SOUTHEAST OF NORTHBOUND INTERSTATE 35.
 DO7256'
 DO7256'NOTE-AFTER TALKING WITH MNDT WE AGREED TO TO PUT THIS NOTE IN.  THE
 DO7256'YEAR 1968 SHOULD HAVE NOT BEEN STAMPED ON DISK.  THE YEAR 1968
 DO7256'REPRSENTS YEAR BRIDGE WAS BUILT.  THE DISK WAS PUT IN BRIDGE IN 2008.
 DO7256'IT LOOKS LIKE A RESET BUT ISNT.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DQ9770 ***********************************************************************
 DQ9770  DESIGNATION -  0980 AN
 DQ9770  PID         -  DQ9770
 DQ9770  STATE/COUNTY-  MN/CARLTON
 DQ9770  COUNTRY     -  US
 DQ9770  USGS QUAD   -  ATKINSON (2019)
 DQ9770
 DQ9770                         *CURRENT SURVEY CONTROL
 DQ9770  ______________________________________________________________________
 DQ9770* NAD 83(1986) POSITION- 46 36 19.69   (N) 092 33 36.51   (W)   HD_HELD1
 DQ9770* NAVD 88 ORTHO HEIGHT -   341.250 (meters)     1119.58  (feet) ADJUSTED
 DQ9770  ______________________________________________________________________
 DQ9770  GEOID HEIGHT    -        -28.127 (meters)                     GEOID18
 DQ9770  DYNAMIC HEIGHT  -        341.274 (meters)     1119.66  (feet) COMP
 DQ9770  MODELED GRAVITY -    980,674.8   (mgal)                       NAVD 88
 DQ9770
 DQ9770  VERT ORDER      -  SECOND    CLASS I
 DQ9770
 DQ9770.The horizontal coordinates were determined by differentially corrected
 DQ9770.hand held GPS observations or other comparable positioning techniques
 DQ9770.and have an estimated accuracy of +/- 3 meters.
 DQ9770
 DQ9770.The orthometric height was determined by differential leveling and
 DQ9770.adjusted by the NATIONAL GEODETIC SURVEY
 DQ9770.in April 2021.
 DQ9770
 DQ9770.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ9770.GEOID18 height accuracy estimate available here.
 DQ9770
 DQ9770.Click photographs - Photos may exist for this station.
 DQ9770
 DQ9770.The dynamic height is computed by dividing the NAVD 88
 DQ9770.geopotential number by the normal gravity value computed on the
 DQ9770.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ9770.degrees latitude (g = 980.6199 gals.).
 DQ9770
 DQ9770.The modeled gravity was interpolated from observed gravity values.
 DQ9770
 DQ9770;                    North         East    Units  Estimated Accuracy
 DQ9770;SPC MN C     -   279,824.3     929,448.4     MT  (+/- 3 meters HH1 GPS) 
 DQ9770
 DQ9770_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWM3368561416(NAD 83)
 DQ9770
 DQ9770                          SUPERSEDED SURVEY CONTROL
 DQ9770
 DQ9770.No superseded survey control is available for this station.
 DQ9770
 DQ9770_MARKER: F = FLANGE-ENCASED ROD
 DQ9770_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DQ9770_STAMPING: 0980 AN 2017
 DQ9770_MARK LOGO: MNDT
 DQ9770_PROJECTION: RECESSED 5 CENTIMETERS
 DQ9770_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DQ9770_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ9770_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ9770+SATELLITE: SATELLITE OBSERVATIONS - August 24, 2017
 DQ9770_ROD/PIPE-DEPTH: 7.9 meters
 DQ9770
 DQ9770  HISTORY     - Date     Condition        Report By
 DQ9770  HISTORY     - 20170824 MONUMENTED       MNDT
 DQ9770
 DQ9770                          STATION DESCRIPTION
 DQ9770
 DQ9770'DESCRIBED BY MN DEPT OF TRANSP 2017
 DQ9770'THE MARK IS LOCATED ABOUT 7.5 MI (12.1 KM) SOUTHWEST OF CARLTON.
 DQ9770'
 DQ9770'TO REACH THE MARK GO 5.8 MI (9.3 KM) SOUTHWEST ALONG INTERSTATE
 DQ9770'HIGHWAY 35 FROM THE JUNCTION OF INTERSTATE HIGHWAY 35 AND TRUNK
 DQ9770'HIGHWAY 210 (THE JUNCTION 2.5 MI (4.0 KM) OF CARLTON), AT INTERSTATE
 DQ9770'HIGHWAY 35 MILE POINT 229.7.
 DQ9770'
 DQ9770'THE MARK IS LOCATED 39.4 FT (12.0 M) SOUTHEAST OF NORTHBOUND
 DQ9770'INTERSTATE HIGHWAY 35, 1.5 FT (0.5 M) NORTHWEST OF A WITNESS POST.
 DQ9770'
 DQ9770'NOTE-THE STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM ROD
 DQ9770'DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION REMOVABLE DISK
 DQ9770'SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH PVC
 DQ9770'PIPE BACK FILLED WITH WASHED SAND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DQ9769 ***********************************************************************
 DQ9769  DESIGNATION -  0980 AP
 DQ9769  PID         -  DQ9769
 DQ9769  STATE/COUNTY-  MN/CARLTON
 DQ9769  COUNTRY     -  US
 DQ9769  USGS QUAD   -  ATKINSON (2019)
 DQ9769
 DQ9769                         *CURRENT SURVEY CONTROL
 DQ9769  ______________________________________________________________________
 DQ9769* NAD 83(1986) POSITION- 46 37 01.64   (N) 092 32 47.11   (W)   HD_HELD1
 DQ9769* NAVD 88 ORTHO HEIGHT -   344.589 (meters)     1130.54  (feet) ADJUSTED
 DQ9769  ______________________________________________________________________
 DQ9769  GEOID HEIGHT    -        -28.149 (meters)                     GEOID18
 DQ9769  DYNAMIC HEIGHT  -        344.614 (meters)     1130.62  (feet) COMP
 DQ9769  MODELED GRAVITY -    980,674.8   (mgal)                       NAVD 88
 DQ9769
 DQ9769  VERT ORDER      -  SECOND    CLASS I
 DQ9769
 DQ9769.The horizontal coordinates were determined by differentially corrected
 DQ9769.hand held GPS observations or other comparable positioning techniques
 DQ9769.and have an estimated accuracy of +/- 3 meters.
 DQ9769
 DQ9769.The orthometric height was determined by differential leveling and
 DQ9769.adjusted by the NATIONAL GEODETIC SURVEY
 DQ9769.in April 2021.
 DQ9769
 DQ9769.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ9769.GEOID18 height accuracy estimate available here.
 DQ9769
 DQ9769.Click photographs - Photos may exist for this station.
 DQ9769
 DQ9769.The dynamic height is computed by dividing the NAVD 88
 DQ9769.geopotential number by the normal gravity value computed on the
 DQ9769.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ9769.degrees latitude (g = 980.6199 gals.).
 DQ9769
 DQ9769.The modeled gravity was interpolated from observed gravity values.
 DQ9769
 DQ9769;                    North         East    Units  Estimated Accuracy
 DQ9769;SPC MN C     -   281,141.8     930,471.5     MT  (+/- 3 meters HH1 GPS) 
 DQ9769
 DQ9769_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWM3472962717(NAD 83)
 DQ9769
 DQ9769                          SUPERSEDED SURVEY CONTROL
 DQ9769
 DQ9769.No superseded survey control is available for this station.
 DQ9769
 DQ9769_MARKER: F = FLANGE-ENCASED ROD
 DQ9769_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DQ9769_STAMPING: 0980 AP 2017
 DQ9769_MARK LOGO: MNDT
 DQ9769_PROJECTION: RECESSED 5 CENTIMETERS
 DQ9769_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DQ9769_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ9769_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ9769+SATELLITE: SATELLITE OBSERVATIONS - August 24, 2017
 DQ9769_ROD/PIPE-DEPTH: 11.9 meters
 DQ9769
 DQ9769  HISTORY     - Date     Condition        Report By
 DQ9769  HISTORY     - 20170824 MONUMENTED       MNDT
 DQ9769
 DQ9769                          STATION DESCRIPTION
 DQ9769
 DQ9769'DESCRIBED BY MN DEPT OF TRANSP 2017
 DQ9769'THE MARK IS LOCATED ABOUT 6.3 MI (10.1 KM) SOUTHWEST OF CARLTON.
 DQ9769'
 DQ9769'TO REACH THE MARK GO 4.75 MI (7.64 KM) SOUTHWEST ALONG INTERSTATE
 DQ9769'HIGHWAY 35 FROM THE JUNCTION OF INTERSTATE HIGHWAY 35 AND TRUNK
 DQ9769'HIGHWAY 210 (THE JUNCTION IS 2.5 MI (4.0 KM) WEST OF CARLTON), AT
 DQ9769'INTERSTATE HIGHWAY 35 MILE POINT 230.7.
 DQ9769'
 DQ9769'THE MARK IS LOCATED 67.8 FT (20.7 M) SOUTHEAST OF NORTHBOUND
 DQ9769'INTERSTATE HIGHWAY 35, 29.6 FT (9.0 M) NORTHWEST OF A RIGHT-OF -WAY
 DQ9769'FENCE, 1.5 FT (0.5 M) NORTHWEST OF A WITNESS POST.
 DQ9769'
 DQ9769'NOTE-THE STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM ROD
 DQ9769'DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION REMOVABLE DISK
 DQ9769'SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH PVC
 DQ9769'PIPE BACK FILLED WITH WASHED SAND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DQ9765 ***********************************************************************
 DQ9765  DESIGNATION -  0980 AQ
 DQ9765  PID         -  DQ9765
 DQ9765  STATE/COUNTY-  MN/CARLTON
 DQ9765  COUNTRY     -  US
 DQ9765  USGS QUAD   -  IVERSON (2019)
 DQ9765
 DQ9765                         *CURRENT SURVEY CONTROL
 DQ9765  ______________________________________________________________________
 DQ9765* NAD 83(1986) POSITION- 46 37 57.85   (N) 092 31 53.18   (W)   HD_HELD1
 DQ9765* NAVD 88 ORTHO HEIGHT -   361.191 (meters)     1185.01  (feet) ADJUSTED
 DQ9765  ______________________________________________________________________
 DQ9765  GEOID HEIGHT    -        -28.182 (meters)                     GEOID18
 DQ9765  DYNAMIC HEIGHT  -        361.217 (meters)     1185.09  (feet) COMP
 DQ9765  MODELED GRAVITY -    980,674.6   (mgal)                       NAVD 88
 DQ9765
 DQ9765  VERT ORDER      -  SECOND    CLASS I
 DQ9765
 DQ9765.The horizontal coordinates were determined by differentially corrected
 DQ9765.hand held GPS observations or other comparable positioning techniques
 DQ9765.and have an estimated accuracy of +/- 3 meters.
 DQ9765
 DQ9765.The orthometric height was determined by differential leveling and
 DQ9765.adjusted by the NATIONAL GEODETIC SURVEY
 DQ9765.in April 2021.
 DQ9765
 DQ9765.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ9765.GEOID18 height accuracy estimate available here.
 DQ9765
 DQ9765.Click photographs - Photos may exist for this station.
 DQ9765
 DQ9765.The dynamic height is computed by dividing the NAVD 88
 DQ9765.geopotential number by the normal gravity value computed on the
 DQ9765.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ9765.degrees latitude (g = 980.6199 gals.).
 DQ9765
 DQ9765.The modeled gravity was interpolated from observed gravity values.
 DQ9765
 DQ9765;                    North         East    Units  Estimated Accuracy
 DQ9765;SPC MN C     -   282,901.8     931,581.0     MT  (+/- 3 meters HH1 GPS) 
 DQ9765
 DQ9765_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWM3586564459(NAD 83)
 DQ9765
 DQ9765                          SUPERSEDED SURVEY CONTROL
 DQ9765
 DQ9765.No superseded survey control is available for this station.
 DQ9765
 DQ9765_MARKER: F = FLANGE-ENCASED ROD
 DQ9765_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DQ9765_STAMPING: 0980 AQ 2017
 DQ9765_MARK LOGO: MNDT
 DQ9765_PROJECTION: RECESSED 5 CENTIMETERS
 DQ9765_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DQ9765_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ9765_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ9765+SATELLITE: SATELLITE OBSERVATIONS - August 24, 2017
 DQ9765_ROD/PIPE-DEPTH: 16.2 meters
 DQ9765
 DQ9765  HISTORY     - Date     Condition        Report By
 DQ9765  HISTORY     - 20170824 MONUMENTED       MNDT
 DQ9765
 DQ9765                          STATION DESCRIPTION
 DQ9765
 DQ9765'DESCRIBED BY MN DEPT OF TRANSP 2017
 DQ9765'THE MARK IS LOCATED ABOUT 5.2 MI (8.4 KM) SOUTHWEST OF CARLTON.
 DQ9765'
 DQ9765'TO REACH THE MARK GO 3.4 MI (5.5 KM) SOUTHWEST ALONG INTERSTATE
 DQ9765'HIGHWAY 35 FROM THE JUNCTION OF INTERSTATE HIGHWAY 35 AND TRUNK
 DQ9765'HIGHWAY 210 (THE JUNCTION IS 2.5 MI (4.0 KM) WEST OF CARLTON), AT
 DQ9765'INTERSTATE HIGHWAY 35 MILE POINT 232.05.
 DQ9765'
 DQ9765'THE MARK IS LOCATED 59.9 FT (18.3 M) EAST OF SOUTHBOUND INTERSTATE
 DQ9765'HIGHWAY 35, 77.1 FT (23.5 M) WEST OF NORTHBOUND INTERSTATE HIGHWAY 35,
 DQ9765'37.8 FT (11.5 M) NORTH OF A CROSS-OVER, 1.5 FT (0.5 M) SOUTH OF A
 DQ9765'WITNESS POST.
 DQ9765'
 DQ9765'NOTE - THE STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM
 DQ9765'ROD DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION REMOVABLE
 DQ9765'DISK SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH
 DQ9765'PVC PIPE BACK FILLED WITH WASHED SAND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DQ9764 ***********************************************************************
 DQ9764  DESIGNATION -  0980 AR
 DQ9764  PID         -  DQ9764
 DQ9764  STATE/COUNTY-  MN/CARLTON
 DQ9764  COUNTRY     -  US
 DQ9764  USGS QUAD   -  IVERSON (2019)
 DQ9764
 DQ9764                         *CURRENT SURVEY CONTROL
 DQ9764  ______________________________________________________________________
 DQ9764* NAD 83(1986) POSITION- 46 38 44.32   (N) 092 30 44.73   (W)   HD_HELD1
 DQ9764* NAVD 88 ORTHO HEIGHT -   357.185 (meters)     1171.86  (feet) ADJUSTED
 DQ9764  ______________________________________________________________________
 DQ9764  GEOID HEIGHT    -        -28.213 (meters)                     GEOID18
 DQ9764  DYNAMIC HEIGHT  -        357.210 (meters)     1171.95  (feet) COMP
 DQ9764  MODELED GRAVITY -    980,674.4   (mgal)                       NAVD 88
 DQ9764
 DQ9764  VERT ORDER      -  SECOND    CLASS I
 DQ9764
 DQ9764.The horizontal coordinates were determined by differentially corrected
 DQ9764.hand held GPS observations or other comparable positioning techniques
 DQ9764.and have an estimated accuracy of +/- 3 meters.
 DQ9764
 DQ9764.The orthometric height was determined by differential leveling and
 DQ9764.adjusted by the NATIONAL GEODETIC SURVEY
 DQ9764.in April 2021.
 DQ9764
 DQ9764.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ9764.GEOID18 height accuracy estimate available here.
 DQ9764
 DQ9764.Click photographs - Photos may exist for this station.
 DQ9764
 DQ9764.The dynamic height is computed by dividing the NAVD 88
 DQ9764.geopotential number by the normal gravity value computed on the
 DQ9764.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ9764.degrees latitude (g = 980.6199 gals.).
 DQ9764
 DQ9764.The modeled gravity was interpolated from observed gravity values.
 DQ9764
 DQ9764;                    North         East    Units  Estimated Accuracy
 DQ9764;SPC MN C     -   284,368.0     933,005.1     MT  (+/- 3 meters HH1 GPS) 
 DQ9764
 DQ9764_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWM3731265902(NAD 83)
 DQ9764
 DQ9764                          SUPERSEDED SURVEY CONTROL
 DQ9764
 DQ9764.No superseded survey control is available for this station.
 DQ9764
 DQ9764_MARKER: F = FLANGE-ENCASED ROD
 DQ9764_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DQ9764_STAMPING: 0980 AR 2017
 DQ9764_MARK LOGO: MNDT
 DQ9764_PROJECTION: RECESSED 5 CENTIMETERS
 DQ9764_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DQ9764_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ9764_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ9764+SATELLITE: SATELLITE OBSERVATIONS - August 23, 2017
 DQ9764_ROD/PIPE-DEPTH: 10.7 meters
 DQ9764
 DQ9764  HISTORY     - Date     Condition        Report By
 DQ9764  HISTORY     - 20170823 MONUMENTED       MNDT
 DQ9764
 DQ9764                          STATION DESCRIPTION
 DQ9764
 DQ9764'DESCRIBED BY MN DEPT OF TRANSP 2017
 DQ9764'THE MARK IS LOCATED ABOUT 4.1 MI (6.6 KM) SOUTHWEST OF CARLTON.
 DQ9764'
 DQ9764'TO REACH THE MARK GO 2.15 MI (3.46 KM) SOUTHWEST ALONG INTERSTATE
 DQ9764'HIGHWAY 35 FROM THE JUNCTION OF INTERSTATE HIGHWAY 35 AND TRUNK
 DQ9764'HIGHWAY 210 (THE JUNCTION IS 2.5 MI (4.0 KM) WEST OF CARLTON, AT
 DQ9764'INTERSTATE HIGHWAY 35 MILE POINT 233.35.
 DQ9764'
 DQ9764'THE MARK IS LOCATED 64.5 FT (19.7 M) NORTHWEST OF NORTHBOUND
 DQ9764'INTERSTATE HIGHWAY 35, 236.0 FT (71.9 M) SOUTHEAST OF SOUTHBOUND
 DQ9764'INTERSTATE HIGHWAY 35, 25.8 FT (7.9 M) SOUTHWEST OF A CROSS-OVER, 1.5
 DQ9764'FT (0.5 M) SOUTHWEST OF A WITNESS POST.
 DQ9764'
 DQ9764'NOTE-THE STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM ROD
 DQ9764'DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION REMOVABLE DISK
 DQ9764'SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH PVC
 DQ9764'PIPE BACK FILLED WITH WASHED SAND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DQ9758 ***********************************************************************
 DQ9758  DESIGNATION -  0980 AS
 DQ9758  PID         -  DQ9758
 DQ9758  STATE/COUNTY-  MN/CARLTON
 DQ9758  COUNTRY     -  US
 DQ9758  USGS QUAD   -  CLOQUET (2019)
 DQ9758
 DQ9758                         *CURRENT SURVEY CONTROL
 DQ9758  ______________________________________________________________________
 DQ9758* NAD 83(1986) POSITION- 46 40 16.48   (N) 092 28 01.05   (W)   HD_HELD1
 DQ9758* NAVD 88 ORTHO HEIGHT -   362.730 (meters)     1190.06  (feet) ADJUSTED
 DQ9758  ______________________________________________________________________
 DQ9758  GEOID HEIGHT    -        -28.276 (meters)                     GEOID18
 DQ9758  DYNAMIC HEIGHT  -        362.756 (meters)     1190.14  (feet) COMP
 DQ9758  MODELED GRAVITY -    980,675.3   (mgal)                       NAVD 88
 DQ9758
 DQ9758  VERT ORDER      -  SECOND    CLASS I
 DQ9758
 DQ9758.The horizontal coordinates were determined by differentially corrected
 DQ9758.hand held GPS observations or other comparable positioning techniques
 DQ9758.and have an estimated accuracy of +/- 3 meters.
 DQ9758
 DQ9758.The orthometric height was determined by differential leveling and
 DQ9758.adjusted by the NATIONAL GEODETIC SURVEY
 DQ9758.in April 2021.
 DQ9758
 DQ9758.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ9758.GEOID18 height accuracy estimate available here.
 DQ9758
 DQ9758.Click photographs - Photos may exist for this station.
 DQ9758
 DQ9758.The dynamic height is computed by dividing the NAVD 88
 DQ9758.geopotential number by the normal gravity value computed on the
 DQ9758.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ9758.degrees latitude (g = 980.6199 gals.).
 DQ9758
 DQ9758.The modeled gravity was interpolated from observed gravity values.
 DQ9758
 DQ9758;                    North         East    Units  Estimated Accuracy
 DQ9758;SPC MN C     -   287,290.3     936,420.8     MT  (+/- 3 meters HH1 GPS) 
 DQ9758
 DQ9758_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWM4077268769(NAD 83)
 DQ9758
 DQ9758                          SUPERSEDED SURVEY CONTROL
 DQ9758
 DQ9758.No superseded survey control is available for this station.
 DQ9758
 DQ9758_MARKER: F = FLANGE-ENCASED ROD
 DQ9758_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DQ9758_STAMPING: 0980 AS 2017
 DQ9758_MARK LOGO: MNDT
 DQ9758_PROJECTION: RECESSED 5 CENTIMETERS
 DQ9758_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DQ9758_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ9758_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ9758+SATELLITE: SATELLITE OBSERVATIONS - August 24, 2017
 DQ9758_ROD/PIPE-DEPTH: 18.9 meters
 DQ9758
 DQ9758  HISTORY     - Date     Condition        Report By
 DQ9758  HISTORY     - 20170824 MONUMENTED       MNDT
 DQ9758
 DQ9758                          STATION DESCRIPTION
 DQ9758
 DQ9758'DESCRIBED BY MN DEPT OF TRANSP 2017
 DQ9758'THE MARK IS LOCATED ABOUT 1.9 MI (3.1 KM) WEST-NORTHWEST OF CARLTON.
 DQ9758'
 DQ9758'TO REACH THE MARK GO 0.7 MI (1.1 KM) NORTHEAST ALONG INTERSTATE
 DQ9758'HIGHWAY 35 FROM THE JUNCTION OF INTERSTATE HIGHWAY 35 AND TRUNK
 DQ9758'HIGHWAY 210 (THE JUNCTION IS 2.5 MI (4.0 KM) WEST OF CARLTON), AT
 DQ9758'INTERSTATE HIGHWAY 35 MILE POINT 236.2.
 DQ9758'
 DQ9758'THE MARK IS LOCATED 51.8 FT (15.8 M) SOUTHEAST OF NORTHBOUND
 DQ9758'INTERSTATE HIGHWAY 35, 39.3 FT (12.0 M) NORTHWEST OF THE RAMP FOR OLD
 DQ9758'WEIGHT STATION, 1.5 FT (0.5 M) NORTHWEST OF A WITNESS POST.
 DQ9758'
 DQ9758'NOTE - THE STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM
 DQ9758'ROD DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION REMOVABLE
 DQ9758'DISK SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH
 DQ9758'PVC PIPE BACK FILLED WITH WASHED SAND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DQ9757 ***********************************************************************
 DQ9757  DESIGNATION -  0980 AT
 DQ9757  PID         -  DQ9757
 DQ9757  STATE/COUNTY-  MN/CARLTON
 DQ9757  COUNTRY     -  US
 DQ9757  USGS QUAD   -  CLOQUET (2019)
 DQ9757
 DQ9757                         *CURRENT SURVEY CONTROL
 DQ9757  ______________________________________________________________________
 DQ9757* NAD 83(1986) POSITION- 46 40 47.48   (N) 092 27 40.45   (W)   HD_HELD1
 DQ9757* NAVD 88 ORTHO HEIGHT -   357.120 (meters)     1171.65  (feet) ADJUSTED
 DQ9757  ______________________________________________________________________
 DQ9757  GEOID HEIGHT    -        -28.296 (meters)                     GEOID18
 DQ9757  DYNAMIC HEIGHT  -        357.146 (meters)     1171.74  (feet) COMP
 DQ9757  MODELED GRAVITY -    980,675.1   (mgal)                       NAVD 88
 DQ9757
 DQ9757  VERT ORDER      -  SECOND    CLASS I
 DQ9757
 DQ9757.The horizontal coordinates were determined by differentially corrected
 DQ9757.hand held GPS observations or other comparable positioning techniques
 DQ9757.and have an estimated accuracy of +/- 3 meters.
 DQ9757
 DQ9757.The orthometric height was determined by differential leveling and
 DQ9757.adjusted by the NATIONAL GEODETIC SURVEY
 DQ9757.in April 2021.
 DQ9757
 DQ9757.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ9757.GEOID18 height accuracy estimate available here.
 DQ9757
 DQ9757.Click photographs - Photos may exist for this station.
 DQ9757
 DQ9757.The dynamic height is computed by dividing the NAVD 88
 DQ9757.geopotential number by the normal gravity value computed on the
 DQ9757.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ9757.degrees latitude (g = 980.6199 gals.).
 DQ9757
 DQ9757.The modeled gravity was interpolated from observed gravity values.
 DQ9757
 DQ9757;                    North         East    Units  Estimated Accuracy
 DQ9757;SPC MN C     -   288,257.1     936,836.9     MT  (+/- 3 meters HH1 GPS) 
 DQ9757
 DQ9757_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWM4120369729(NAD 83)
 DQ9757
 DQ9757                          SUPERSEDED SURVEY CONTROL
 DQ9757
 DQ9757.No superseded survey control is available for this station.
 DQ9757
 DQ9757_MARKER: F = FLANGE-ENCASED ROD
 DQ9757_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DQ9757_STAMPING: 0980 AT 2017
 DQ9757_MARK LOGO: MNDT
 DQ9757_PROJECTION: RECESSED 5 CENTIMETERS
 DQ9757_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DQ9757_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ9757_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ9757+SATELLITE: SATELLITE OBSERVATIONS - August 24, 2017
 DQ9757_ROD/PIPE-DEPTH: 3.7 meters
 DQ9757
 DQ9757  HISTORY     - Date     Condition        Report By
 DQ9757  HISTORY     - 20170824 MONUMENTED       MNDT
 DQ9757
 DQ9757                          STATION DESCRIPTION
 DQ9757
 DQ9757'DESCRIBED BY MN DEPT OF TRANSP 2017
 DQ9757'THE STATION IS LOCATED ABOUT 5.0 MI (8.0 KM) WEST-SOUTHWEST OF ESKO,
 DQ9757'3.4 MI (5.5 KM) EAST-NORTHEAST OF IVERSON AND 2.9 MI (4.7 KM) SOUTH OF
 DQ9757'CLOQUET.
 DQ9757'
 DQ9757'TO REACH THE MARK GO 1.35 MI (2.17 KM) NORTHEAST ALONG INTERSTATE
 DQ9757'HIGHWAY 35 FROM THE JUNCTION OF INTERSTATE HIGHWAY 35 AND TRUNK
 DQ9757'HIGHWAY 210 (THE JUNCTION IS 2.5 MI (4.0 KM) WEST OF CARLTON), AT
 DQ9757'INTERSTATE HIGHWAY 35 MILE POINT 236.85.
 DQ9757'
 DQ9757'THE MARK IS LOCATED 47.1 FT (14.4 M) SOUTHEAST OF NORTHBOUND
 DQ9757'INTERSTATE HIGHWAY 35, 1.5 FT (0.5 M) NORTHWEST OF A WITNESS POST.
 DQ9757'
 DQ9757'NOTE-THE STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM ROD
 DQ9757'DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION REMOVABLE DISK
 DQ9757'SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH PVC
 DQ9757'PIPE BACK FILLED WITH WASHED SAND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DQ9756 ***********************************************************************
 DQ9756  DESIGNATION -  0980 AU
 DQ9756  PID         -  DQ9756
 DQ9756  STATE/COUNTY-  MN/CARLTON
 DQ9756  COUNTRY     -  US
 DQ9756  USGS QUAD   -  CLOQUET (2019)
 DQ9756
 DQ9756                         *CURRENT SURVEY CONTROL
 DQ9756  ______________________________________________________________________
 DQ9756* NAD 83(1986) POSITION- 46 41 46.08   (N) 092 26 33.80   (W)   HD_HELD1
 DQ9756* NAVD 88 ORTHO HEIGHT -   353.381 (meters)     1159.38  (feet) ADJUSTED
 DQ9756  ______________________________________________________________________
 DQ9756  GEOID HEIGHT    -        -28.334 (meters)                     GEOID18
 DQ9756  DYNAMIC HEIGHT  -        353.407 (meters)     1159.47  (feet) COMP
 DQ9756  MODELED GRAVITY -    980,674.8   (mgal)                       NAVD 88
 DQ9756
 DQ9756  VERT ORDER      -  SECOND    CLASS I
 DQ9756
 DQ9756.The horizontal coordinates were determined by differentially corrected
 DQ9756.hand held GPS observations or other comparable positioning techniques
 DQ9756.and have an estimated accuracy of +/- 3 meters.
 DQ9756
 DQ9756.The orthometric height was determined by differential leveling and
 DQ9756.adjusted by the NATIONAL GEODETIC SURVEY
 DQ9756.in April 2021.
 DQ9756
 DQ9756.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ9756.GEOID18 height accuracy estimate available here.
 DQ9756
 DQ9756.Click photographs - Photos may exist for this station.
 DQ9756
 DQ9756.The dynamic height is computed by dividing the NAVD 88
 DQ9756.geopotential number by the normal gravity value computed on the
 DQ9756.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ9756.degrees latitude (g = 980.6199 gals.).
 DQ9756
 DQ9756.The modeled gravity was interpolated from observed gravity values.
 DQ9756
 DQ9756;                    North         East    Units  Estimated Accuracy
 DQ9756;SPC MN C     -   290,098.2     938,211.6     MT  (+/- 3 meters HH1 GPS) 
 DQ9756
 DQ9756_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWM4260671548(NAD 83)
 DQ9756
 DQ9756                          SUPERSEDED SURVEY CONTROL
 DQ9756
 DQ9756.No superseded survey control is available for this station.
 DQ9756
 DQ9756_MARKER: F = FLANGE-ENCASED ROD
 DQ9756_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DQ9756_STAMPING: 0980 AU 2017
 DQ9756_MARK LOGO: MNDT
 DQ9756_PROJECTION: RECESSED 5 CENTIMETERS
 DQ9756_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DQ9756_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ9756_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ9756+SATELLITE: SATELLITE OBSERVATIONS - August 24, 2017
 DQ9756_ROD/PIPE-DEPTH: 5.8 meters
 DQ9756
 DQ9756  HISTORY     - Date     Condition        Report By
 DQ9756  HISTORY     - 20170824 MONUMENTED       MNDT
 DQ9756
 DQ9756                          STATION DESCRIPTION
 DQ9756
 DQ9756'DESCRIBED BY MN DEPT OF TRANSP 2017
 DQ9756'THE STATION IS LOCATED ABOUT 4.6 MI (7.4 KM) EAST-NORTHEAST OF
 DQ9756'IVERSON, 3.8 MI (6.1 KM) WEST OF ESKO AND 1.9 MI (3.1 KM)
 DQ9756'SOUTH-SOUTHEAST OF CLOQUET.
 DQ9756'
 DQ9756'TO REACH THE MARK GO 0.8 MI (1.3 KM) NORTHEAST ALONG INTERSTATE
 DQ9756'HIGHWAY 35 FROM THE JUNCTION OF INTERSTATE HIGHWAY 35 AND TRUNK
 DQ9756'HIGHWAY 33 IN CLOQUET, AT INTERSTATE HIGHWAY 35 MILE POINT 238.35.
 DQ9756'
 DQ9756'THE MARK IS LOCATED 39.1 FT (11.9 M) NORTHWEST OF NORTHBOUND
 DQ9756'INTERSTATE HIGHWAY 35, 44.8 FT (13.7 M) SOUTHEAST OF SOUTHBOUND
 DQ9756'INTERSTATE HIGHWAY 35, 88.1 FT (26.9 M) NORTHEAST OF A CROSS OVER, 1.5
 DQ9756'FT (0.5 M) SOUTHWEST OF A WITNESS POST.
 DQ9756'
 DQ9756'NOTE-THE STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM ROD
 DQ9756'DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION REMOVABLE DISK
 DQ9756'SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH PVC
 DQ9756'PIPE BACK FILLED WITH WASHED SAND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DQ9752 ***********************************************************************
 DQ9752  DESIGNATION -  0980 AV
 DQ9752  PID         -  DQ9752
 DQ9752  STATE/COUNTY-  MN/CARLTON
 DQ9752  COUNTRY     -  US
 DQ9752  USGS QUAD   -  CLOQUET (2019)
 DQ9752
 DQ9752                         *CURRENT SURVEY CONTROL
 DQ9752  ______________________________________________________________________
 DQ9752* NAD 83(1986) POSITION- 46 41 58.72   (N) 092 25 05.47   (W)   HD_HELD1
 DQ9752* NAVD 88 ORTHO HEIGHT -   341.785 (meters)     1121.34  (feet) ADJUSTED
 DQ9752  ______________________________________________________________________
 DQ9752  GEOID HEIGHT    -        -28.339 (meters)                     GEOID18
 DQ9752  DYNAMIC HEIGHT  -        341.809 (meters)     1121.42  (feet) COMP
 DQ9752  MODELED GRAVITY -    980,676.5   (mgal)                       NAVD 88
 DQ9752
 DQ9752  VERT ORDER      -  SECOND    CLASS I
 DQ9752
 DQ9752.The horizontal coordinates were determined by differentially corrected
 DQ9752.hand held GPS observations or other comparable positioning techniques
 DQ9752.and have an estimated accuracy of +/- 3 meters.
 DQ9752
 DQ9752.The orthometric height was determined by differential leveling and
 DQ9752.adjusted by the NATIONAL GEODETIC SURVEY
 DQ9752.in April 2021.
 DQ9752
 DQ9752.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ9752.GEOID18 height accuracy estimate available here.
 DQ9752
 DQ9752.Click photographs - Photos may exist for this station.
 DQ9752
 DQ9752.The dynamic height is computed by dividing the NAVD 88
 DQ9752.geopotential number by the normal gravity value computed on the
 DQ9752.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ9752.degrees latitude (g = 980.6199 gals.).
 DQ9752
 DQ9752.The modeled gravity was interpolated from observed gravity values.
 DQ9752
 DQ9752;                    North         East    Units  Estimated Accuracy
 DQ9752;SPC MN C     -   290,531.5     940,078.7     MT  (+/- 3 meters HH1 GPS) 
 DQ9752
 DQ9752_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWM4447971951(NAD 83)
 DQ9752
 DQ9752                          SUPERSEDED SURVEY CONTROL
 DQ9752
 DQ9752.No superseded survey control is available for this station.
 DQ9752
 DQ9752_MARKER: F = FLANGE-ENCASED ROD
 DQ9752_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DQ9752_STAMPING: 0980 AV 2017
 DQ9752_MARK LOGO: MNDT
 DQ9752_PROJECTION: RECESSED 5 CENTIMETERS
 DQ9752_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DQ9752_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ9752_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ9752+SATELLITE: SATELLITE OBSERVATIONS - August 23, 2017
 DQ9752_ROD/PIPE-DEPTH: 10.4 meters
 DQ9752
 DQ9752  HISTORY     - Date     Condition        Report By
 DQ9752  HISTORY     - 20170823 MONUMENTED       MNDT
 DQ9752
 DQ9752                          STATION DESCRIPTION
 DQ9752
 DQ9752'DESCRIBED BY MN DEPT OF TRANSP 2017
 DQ9752'THE MARK IS LOCATED ABOUT 0.8 MI (1.3 KM) EAST OF SCANLON.
 DQ9752'
 DQ9752'TO REACH THE MARK GO 0.4 MI (0.6 KM) EAST ALONG FROM THE JUNCTION OF
 DQ9752'INTERSTATE HIGHWAY 35 AND TRUNK HIGHWAY 45 IN SCANLON, AT INTERSTATE
 DQ9752'HIGHWAY 35 MILE POINT 239.6.
 DQ9752'
 DQ9752'THE MARK IS LOCATED 39.2 FT (11.9 M) NORTH OF NORTHBOUND INTERSTATE
 DQ9752'HIGHWAY 35, 45.4 FT (13.8 M) SOUTH OF SOUTHBOUND INTERSTATE HIGHWAY
 DQ9752'35, 1.5 FT (0.5 M) SOUTH OF A WITNESS POST.
 DQ9752'
 DQ9752'NOTE - THE STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM
 DQ9752'ROD DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION REMOVABLE
 DQ9752'DISK SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH
 DQ9752'PVC PIPE BACK FILLED WITH WASHED SAND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DQ9751 ***********************************************************************
 DQ9751  DESIGNATION -  0980 AW
 DQ9751  PID         -  DQ9751
 DQ9751  STATE/COUNTY-  MN/CARLTON
 DQ9751  COUNTRY     -  US
 DQ9751  USGS QUAD   -  CLOQUET (2019)
 DQ9751
 DQ9751                         *CURRENT SURVEY CONTROL
 DQ9751  ______________________________________________________________________
 DQ9751* NAD 83(1986) POSITION- 46 41 59.82   (N) 092 23 49.31   (W)   HD_HELD1
 DQ9751* NAVD 88 ORTHO HEIGHT -   353.355 (meters)     1159.30  (feet) ADJUSTED
 DQ9751  ______________________________________________________________________
 DQ9751  GEOID HEIGHT    -        -28.333 (meters)                     GEOID18
 DQ9751  DYNAMIC HEIGHT  -        353.382 (meters)     1159.39  (feet) COMP
 DQ9751  MODELED GRAVITY -    980,678.6   (mgal)                       NAVD 88
 DQ9751
 DQ9751  VERT ORDER      -  SECOND    CLASS I
 DQ9751
 DQ9751.The horizontal coordinates were determined by differentially corrected
 DQ9751.hand held GPS observations or other comparable positioning techniques
 DQ9751.and have an estimated accuracy of +/- 3 meters.
 DQ9751
 DQ9751.The orthometric height was determined by differential leveling and
 DQ9751.adjusted by the NATIONAL GEODETIC SURVEY
 DQ9751.in April 2021.
 DQ9751
 DQ9751.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ9751.GEOID18 height accuracy estimate available here.
 DQ9751
 DQ9751.Click photographs - Photos may exist for this station.
 DQ9751
 DQ9751.The dynamic height is computed by dividing the NAVD 88
 DQ9751.geopotential number by the normal gravity value computed on the
 DQ9751.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ9751.degrees latitude (g = 980.6199 gals.).
 DQ9751
 DQ9751.The modeled gravity was interpolated from observed gravity values.
 DQ9751
 DQ9751;                    North         East    Units  Estimated Accuracy
 DQ9751;SPC MN C     -   290,603.1     941,695.4     MT  (+/- 3 meters HH1 GPS) 
 DQ9751
 DQ9751_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWM4609771998(NAD 83)
 DQ9751
 DQ9751                          SUPERSEDED SURVEY CONTROL
 DQ9751
 DQ9751.No superseded survey control is available for this station.
 DQ9751
 DQ9751_MARKER: F = FLANGE-ENCASED ROD
 DQ9751_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DQ9751_STAMPING: 0980 AW 2017
 DQ9751_MARK LOGO: MNDT
 DQ9751_PROJECTION: RECESSED 5 CENTIMETERS
 DQ9751_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DQ9751_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ9751_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ9751+SATELLITE: SATELLITE OBSERVATIONS - August 23, 2017
 DQ9751_ROD/PIPE-DEPTH: 5.2 meters
 DQ9751
 DQ9751  HISTORY     - Date     Condition        Report By
 DQ9751  HISTORY     - 20170823 MONUMENTED       MNDT
 DQ9751
 DQ9751                          STATION DESCRIPTION
 DQ9751
 DQ9751'DESCRIBED BY MN DEPT OF TRANSP 2017
 DQ9751'THE MARK IS LOCATED ABOUT 1.8 MI (2.9 KM) EAST OF SCANLON.
 DQ9751'
 DQ9751'TO REACH THE MARK GO 1.4 MI (2.3 KM) EAST ALONG INTERSTATE HIGHWAY 35
 DQ9751'FROM THE JUNCTION OF INTERSTATE HIGHWAY 35 AND TRUNK HIGHWAY 45 IN
 DQ9751'SCANLON, AT INTERSTATE HIGHWAY 35 MILE POINT 240.6.
 DQ9751'
 DQ9751'THE MARK IS LOCATED 57.9 FT (17.6 M) NORTH OF SOUTHBOUND INTERSTATE
 DQ9751'HIGHWAY 35, 1.5 FT (0.5 M) SOUTH OF A WITNESS POST.
 DQ9751'
 DQ9751'NOTE-THE STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM ROD
 DQ9751'DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION REMOVABLE DISK
 DQ9751'SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH PVC
 DQ9751'PIPE BACK FILLED WITH WASHED SAND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DQ9748 ***********************************************************************
 DQ9748  DESIGNATION -  0980 AX
 DQ9748  PID         -  DQ9748
 DQ9748  STATE/COUNTY-  MN/CARLTON
 DQ9748  COUNTRY     -  US
 DQ9748  USGS QUAD   -  ESKO (2019)
 DQ9748
 DQ9748                         *CURRENT SURVEY CONTROL
 DQ9748  ______________________________________________________________________
 DQ9748* NAD 83(1986) POSITION- 46 41 49.1    (N) 092 20 32.2    (W)   HD_HELD2
 DQ9748* NAVD 88 ORTHO HEIGHT -   361.469 (meters)     1185.92  (feet) ADJUSTED
 DQ9748  ______________________________________________________________________
 DQ9748  GEOID HEIGHT    -        -28.305 (meters)                     GEOID18
 DQ9748  DYNAMIC HEIGHT  -        361.499 (meters)     1186.02  (feet) COMP
 DQ9748  MODELED GRAVITY -    980,686.7   (mgal)                       NAVD 88
 DQ9748
 DQ9748  VERT ORDER      -  SECOND    CLASS I
 DQ9748
 DQ9748.The horizontal coordinates were established by autonomous hand held GPS
 DQ9748.observations and have an estimated accuracy of +/- 10 meters.
 DQ9748
 DQ9748.The orthometric height was determined by differential leveling and
 DQ9748.adjusted by the NATIONAL GEODETIC SURVEY
 DQ9748.in April 2021.
 DQ9748
 DQ9748.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ9748.GEOID18 height accuracy estimate available here.
 DQ9748
 DQ9748.Click photographs - Photos may exist for this station.
 DQ9748
 DQ9748.The dynamic height is computed by dividing the NAVD 88
 DQ9748.geopotential number by the normal gravity value computed on the
 DQ9748.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ9748.degrees latitude (g = 980.6199 gals.).
 DQ9748
 DQ9748.The modeled gravity was interpolated from observed gravity values.
 DQ9748
 DQ9748;                    North         East    Units  Estimated Accuracy
 DQ9748;SPC MN C     -   290,372.      945,889.      MT  (+/- 10 meters HH2 GPS)
 DQ9748
 DQ9748_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWM5028571700(NAD 83)
 DQ9748
 DQ9748                          SUPERSEDED SURVEY CONTROL
 DQ9748
 DQ9748.No superseded survey control is available for this station.
 DQ9748
 DQ9748_MARKER: F = FLANGE-ENCASED ROD
 DQ9748_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DQ9748_STAMPING: 0980 AX 2017
 DQ9748_MARK LOGO: MNDT
 DQ9748_PROJECTION: RECESSED 5 CENTIMETERS
 DQ9748_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DQ9748_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ9748_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ9748+SATELLITE: SATELLITE OBSERVATIONS - August 23, 2017
 DQ9748_ROD/PIPE-DEPTH: 5.2 meters
 DQ9748
 DQ9748  HISTORY     - Date     Condition        Report By
 DQ9748  HISTORY     - 20170823 MONUMENTED       MNDT
 DQ9748
 DQ9748                          STATION DESCRIPTION
 DQ9748
 DQ9748'DESCRIBED BY MN DEPT OF TRANSP 2017
 DQ9748'THE MARK IS LOCATED ABOUT 4.3 MI (6.9 KM) EAST OF CARLTON.
 DQ9748'
 DQ9748'TO REACH THE MARK GO 4.0 MI (6.4 KM) EAST ALONG INTERSTATE HIGHWAY 35
 DQ9748'FROM THE JUNCTION OF INTERSTATE HIGHWAY 35 AND TRUNK HIGHWAY 45 IN
 DQ9748'SCANLON, AT INTERSTATE HIGHWAY 35 MILE POINT 243.25.
 DQ9748'
 DQ9748'THE MARK IS LOCATED 52.8 FT (16.1 M) NORTH OF SOUTHBOUND INTERSTATE
 DQ9748'HIGHWAY 35, 1.5 FT (0.5 M) SOUTH OF A WITNESS POST.
 DQ9748'
 DQ9748'NOTE - THE STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM
 DQ9748'ROD DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION REMOVABLE
 DQ9748'DISK SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH
 DQ9748'PVC PIPE BACK FILLED WITH WASHED SAND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DQ9747 ***********************************************************************
 DQ9747  DESIGNATION -  0980 AY
 DQ9747  PID         -  DQ9747
 DQ9747  STATE/COUNTY-  MN/CARLTON
 DQ9747  COUNTRY     -  US
 DQ9747  USGS QUAD   -  ESKO (2019)
 DQ9747
 DQ9747                         *CURRENT SURVEY CONTROL
 DQ9747  ______________________________________________________________________
 DQ9747* NAD 83(1986) POSITION- 46 41 57.53   (N) 092 19 26.98   (W)   HD_HELD1
 DQ9747* NAVD 88 ORTHO HEIGHT -   343.551 (meters)     1127.13  (feet) ADJUSTED
 DQ9747  ______________________________________________________________________
 DQ9747  GEOID HEIGHT    -        -28.302 (meters)                     GEOID18
 DQ9747  DYNAMIC HEIGHT  -        343.580 (meters)     1127.23  (feet) COMP
 DQ9747  MODELED GRAVITY -    980,687.8   (mgal)                       NAVD 88
 DQ9747
 DQ9747  VERT ORDER      -  SECOND    CLASS I
 DQ9747
 DQ9747.The horizontal coordinates were determined by differentially corrected
 DQ9747.hand held GPS observations or other comparable positioning techniques
 DQ9747.and have an estimated accuracy of +/- 3 meters.
 DQ9747
 DQ9747.The orthometric height was determined by differential leveling and
 DQ9747.adjusted by the NATIONAL GEODETIC SURVEY
 DQ9747.in April 2021.
 DQ9747
 DQ9747.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ9747.GEOID18 height accuracy estimate available here.
 DQ9747
 DQ9747.Click photographs - Photos may exist for this station.
 DQ9747
 DQ9747.The dynamic height is computed by dividing the NAVD 88
 DQ9747.geopotential number by the normal gravity value computed on the
 DQ9747.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ9747.degrees latitude (g = 980.6199 gals.).
 DQ9747
 DQ9747.The modeled gravity was interpolated from observed gravity values.
 DQ9747
 DQ9747;                    North         East    Units  Estimated Accuracy
 DQ9747;SPC MN C     -   290,665.3     947,268.3     MT  (+/- 3 meters HH1 GPS) 
 DQ9747
 DQ9747_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWM5166871972(NAD 83)
 DQ9747
 DQ9747                          SUPERSEDED SURVEY CONTROL
 DQ9747
 DQ9747.No superseded survey control is available for this station.
 DQ9747
 DQ9747_MARKER: F = FLANGE-ENCASED ROD
 DQ9747_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DQ9747_STAMPING: 0980 AY 2017
 DQ9747_MARK LOGO: MNDT
 DQ9747_PROJECTION: RECESSED 5 CENTIMETERS
 DQ9747_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DQ9747_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ9747_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ9747+SATELLITE: SATELLITE OBSERVATIONS - August 23, 2017
 DQ9747_ROD/PIPE-DEPTH: 10.1 meters
 DQ9747
 DQ9747  HISTORY     - Date     Condition        Report By
 DQ9747  HISTORY     - 20170823 MONUMENTED       MNDT
 DQ9747
 DQ9747                          STATION DESCRIPTION
 DQ9747
 DQ9747'DESCRIBED BY MN DEPT OF TRANSP 2017
 DQ9747'THE MARK IS LOCATED ABOUT 5.2 MI (8.4 KM) EAST OF SCANLON.
 DQ9747'
 DQ9747'TO REACH THE MARK GO 4.9 MI (7.9 KM) EAST ALONG INTERSTATE HIGHWAY 35
 DQ9747'FROM THE JUNCTION OF INTERSTATE HIGHWAY 35 AND TRUNK HIGHWAY IN
 DQ9747'SCANLON, AT INTERSTATE HIGHWAY 35 MILE POINT 244.15.
 DQ9747'
 DQ9747'THE MARK IS LOCATED 47.7 FT (14.5 M) SOUTH OF NORTHBOUND INTERSTATE
 DQ9747'HIGHWAY 35, 1.5 FT (0.5 M) NORTH OF A WITNESS POST.
 DQ9747'
 DQ9747'NOTE-THE STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM ROD
 DQ9747'DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION REMOVABLE DISK
 DQ9747'SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH PVC
 DQ9747'PIPE BACK FILLED WITH WASHED SAND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 RN1819 ***********************************************************************
 RN1819  DESIGNATION -  0980 B RESET
 RN1819  PID         -  RN1819
 RN1819  STATE/COUNTY-  MN/CARLTON
 RN1819  COUNTRY     -  US
 RN1819  USGS QUAD   -  HANGING HORN LAKE (2019)
 RN1819
 RN1819                         *CURRENT SURVEY CONTROL
 RN1819  ______________________________________________________________________
 RN1819* NAD 83(1986) POSITION- 46 26 10.67   (N) 092 44 42.43   (W)   HD_HELD1
 RN1819* NAVD 88 ORTHO HEIGHT -   348.573 (meters)     1143.61  (feet) ADJUSTED
 RN1819  ______________________________________________________________________
 RN1819  GEOID HEIGHT    -        -27.967 (meters)                     GEOID18
 RN1819  DYNAMIC HEIGHT  -        348.587 (meters)     1143.66  (feet) COMP
 RN1819  MODELED GRAVITY -    980,642.3   (mgal)                       NAVD 88
 RN1819
 RN1819  VERT ORDER      -  SECOND    CLASS I
 RN1819
 RN1819.The horizontal coordinates were determined by differentially corrected
 RN1819.hand held GPS observations or other comparable positioning techniques
 RN1819.and have an estimated accuracy of +/- 3 meters.
 RN1819
 RN1819.The orthometric height was determined by differential leveling and
 RN1819.adjusted by the NATIONAL GEODETIC SURVEY
 RN1819.in June 2011.
 RN1819
 RN1819.Significant digits in the geoid height do not necessarily reflect accuracy.
 RN1819.GEOID18 height accuracy estimate available here.
 RN1819
 RN1819.Click photographs - Photos may exist for this station.
 RN1819
 RN1819.The dynamic height is computed by dividing the NAVD 88
 RN1819.geopotential number by the normal gravity value computed on the
 RN1819.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RN1819.degrees latitude (g = 980.6199 gals.).
 RN1819
 RN1819.The modeled gravity was interpolated from observed gravity values.
 RN1819
 RN1819;                    North         East    Units  Estimated Accuracy
 RN1819;SPC MN C     -   260,737.9     915,637.6     MT  (+/- 3 meters HH1 GPS) 
 RN1819
 RN1819_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWM1958042556(NAD 83)
 RN1819
 RN1819                          SUPERSEDED SURVEY CONTROL
 RN1819
 RN1819  NAVD 88 (04/14/03)  348.554  (m)         1143.55   (f) SUPERSEDED  3 0
 RN1819  NGVD 29 (04/14/03)  348.43   (m)         1143.1    (f) RESET       3  
 RN1819
 RN1819.Superseded values are not recommended for survey control.
 RN1819
 RN1819.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RN1819.See file dsdata.pdf to determine how the superseded data were derived.
 RN1819
 RN1819_MARKER: DB = BENCH MARK DISK
 RN1819_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 RN1819_SP_SET: BRIDGE ABUTMENT
 RN1819_STAMPING: 0980-B RESET 1990
 RN1819_MARK LOGO: MNHD
 RN1819_MAGNETIC: N = NO MAGNETIC MATERIAL
 RN1819_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RN1819_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 RN1819+SATELLITE: SATELLITE OBSERVATIONS - September 05, 2017
 RN1819
 RN1819  HISTORY     - Date     Condition        Report By
 RN1819  HISTORY     - 1990     MONUMENTED       MNDT
 RN1819  HISTORY     - 20060315 GOOD             MNDT
 RN1819  HISTORY     - 20080803 GOOD             GEOCAC
 RN1819  HISTORY     - 20081105 GOOD             MNDT
 RN1819  HISTORY     - 20170905 GOOD             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.
 RN1819
 RN1819                          STATION RECOVERY (2006)
 RN1819
 RN1819'RECOVERY NOTE BY MN DEPT OF TRANSP 2006 (MPP)
 RN1819'THE STATION IS LOCATED ABOUT 7.4 MI (11.9 KM) EAST-SOUTHEAST OF KETTLE
 RN1819'RIVER, 5.3 MI (8.5 KM) SOUTH-SOUTHWEST OF BARNUM AND IN
 RN1819'SOUTH-SOUTHEAST MOOSE LAKE.
 RN1819'
 RN1819'TO REACH THE MARK FROM THE JUNCTION OF TRUNK HIGHWAY 73 AND TRUNK
 RN1819'HIGHWAY 27 IN MOOSE LAKE GO 3.0 MI (4.8 KM) SOUTH AND EAST ALONG TRUNK
 RN1819'HIGHWAY 73 TO TRUNK HIGHWAY 73 MILE POINT 0.00, THERE AT THE JUNCTION
 RN1819'WITH INTERSTATE HIGHWAY 35 AT MILE POINT 214.65, THE MARK IS FOUND IN
 RN1819'SOUTHEAST CORNER OF TRUNK HIGHWAY 73 BRIDGE 09811 OVER INTERSTATE
 RN1819'HIGHWAY 35.
 RN1819
 RN1819                          STATION RECOVERY (2008)
 RN1819
 RN1819'RECOVERY NOTE BY GEOCACHING 2008 (JGH)
 RN1819'RECOVERED IN GOOD CONDITION AND AS DESCRIBED.
 RN1819
 RN1819                          STATION RECOVERY (2008)
 RN1819
 RN1819'RECOVERY NOTE BY MN DEPT OF TRANSP 2008 (GJF)
 RN1819'THE STATION IS LOCATED ABOUT 7.4 MI (11.9 KM) EAST-SOUTHEAST OF KETTLE
 RN1819'RIVER, 5.4 MI (8.7 KM) SOUTH-SOUTHWEST OF BARNUM AND 1.5 MI (2.4 KM)
 RN1819'SOUTH-SOUTHEAST OF MOOSE LAKE.
 RN1819'
 RN1819'THE MARK IS 3.0 MI (4.8 KM) SOUTH AND EAST ALONG TRUNK HIGHWAY 73 FROM
 RN1819'THE JUNCTION OF TRUNK HIGHWAY 73 AND TRUNK HIGHWAY 27 IN MOOSE LAKE,
 RN1819'AT INTERSTATE HIGHWAY 35 MILE POINT 214.65, AT TRUNK HIGHWAY 73 MILE
 RN1819'POINT 0.00, IN SOUTHEAST CORNER OF TRUNK HIGHWAY 73 BRIDGE NUMBER
 RN1819'09811 OVER INTERSTATE HIGHWAY 35.
 RN1819'
 RN1819'NOTE-THE DIFFERENCE IN ELEVATION FROM BENCH MARK 0980 B (LINE 133) TO
 RN1819'BENCH MARK 0980 B RESET IS -0.025 FOOT.
 RN1819
 RN1819                          STATION RECOVERY (2017)
 RN1819
 RN1819'RECOVERY NOTE BY MN DEPT OF TRANSP 2017 (KMS)
 RN1819'1.5 MI (2.4 KM) EAST OF MOOSE LAKE, IN THE SOUTHEAST CORNER OF TRUNK
 RN1819'HIGHWAY 73 BRIDGE NUMBER 09811 OVER INTERSTATE HIGHWAY 35, AT THE
 RN1819'JUNCTION OF INTERSTATE HIGHWAY 35 AND TRUNK HIGHWAY 73 IN MOOSE LAKE,
 RN1819'AT INTERSTATE HIGHWAY 35 MILE POINT 214.65.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 RN1818 ***********************************************************************
 RN1818  DESIGNATION -  0980 D RESET
 RN1818  PID         -  RN1818
 RN1818  STATE/COUNTY-  MN/CARLTON
 RN1818  COUNTRY     -  US
 RN1818  USGS QUAD   -  HANGING HORN LAKE (2019)
 RN1818
 RN1818                         *CURRENT SURVEY CONTROL
 RN1818  ______________________________________________________________________
 RN1818* NAD 83(1986) POSITION- 46 27 10.44   (N) 092 43 46.62   (W)   HD_HELD1
 RN1818* NAVD 88 ORTHO HEIGHT -   335.494 (meters)     1100.70  (feet) ADJUSTED
 RN1818  ______________________________________________________________________
 RN1818  GEOID HEIGHT    -        -27.985 (meters)                     GEOID18
 RN1818  DYNAMIC HEIGHT  -        335.508 (meters)     1100.75  (feet) COMP
 RN1818  MODELED GRAVITY -    980,644.7   (mgal)                       NAVD 88
 RN1818
 RN1818  VERT ORDER      -  SECOND    CLASS I
 RN1818
 RN1818.The horizontal coordinates were determined by differentially corrected
 RN1818.hand held GPS observations or other comparable positioning techniques
 RN1818.and have an estimated accuracy of +/- 3 meters.
 RN1818
 RN1818.The orthometric height was determined by differential leveling and
 RN1818.adjusted by the NATIONAL GEODETIC SURVEY
 RN1818.in June 2011.
 RN1818
 RN1818.Significant digits in the geoid height do not necessarily reflect accuracy.
 RN1818.GEOID18 height accuracy estimate available here.
 RN1818
 RN1818.Click photographs - Photos may exist for this station.
 RN1818
 RN1818.The dynamic height is computed by dividing the NAVD 88
 RN1818.geopotential number by the normal gravity value computed on the
 RN1818.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RN1818.degrees latitude (g = 980.6199 gals.).
 RN1818
 RN1818.The modeled gravity was interpolated from observed gravity values.
 RN1818
 RN1818;                    North         East    Units  Estimated Accuracy
 RN1818;SPC MN C     -   262,605.7     916,793.3     MT  (+/- 3 meters HH1 GPS) 
 RN1818
 RN1818_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWM2076444405(NAD 83)
 RN1818
 RN1818                          SUPERSEDED SURVEY CONTROL
 RN1818
 RN1818  NAVD 88 (04/14/03)  335.501  (m)         1100.72   (f) SUPERSEDED  3 0
 RN1818  NGVD 29 (04/14/03)  335.37   (m)         1100.3    (f) RESET       3  
 RN1818
 RN1818.Superseded values are not recommended for survey control.
 RN1818
 RN1818.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RN1818.See file dsdata.pdf to determine how the superseded data were derived.
 RN1818
 RN1818_MARKER: DB = BENCH MARK DISK
 RN1818_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 RN1818_SP_SET: BRIDGE RAILING
 RN1818_STAMPING: 0980 D RESET 1990
 RN1818_MARK LOGO: MNDT
 RN1818_MAGNETIC: N = NO MAGNETIC MATERIAL
 RN1818_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RN1818_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 RN1818+SATELLITE: SATELLITE OBSERVATIONS - September 05, 2017
 RN1818
 RN1818  HISTORY     - Date     Condition        Report By
 RN1818  HISTORY     - 1990     MONUMENTED       MNDT
 RN1818  HISTORY     - 19970701 GOOD             MNDT
 RN1818  HISTORY     - 20060316 GOOD             MNDT
 RN1818  HISTORY     - 20081105 GOOD             MNDT
 RN1818  HISTORY     - 20170905 GOOD             MNDT
 RN1818
 RN1818                          STATION DESCRIPTION
 RN1818
 RN1818'DESCRIBED BY MN DEPT OF TRANSP 1990
 RN1818'AT THE JUNCTION OF TH 27 AND INTERSTATE 35 IN THE INTERSTATE BRIDGE
 RN1818'(NUMBER 09836) OVER TH 27 AND THE SOO LINE RR TRACKS AT STATION
 RN1818'5423+15 ON THE TOP OF THE J BARRIER AT THE SOUTH END OF THE BRIDGE.
 RN1818
 RN1818                          STATION RECOVERY (1997)
 RN1818
 RN1818'RECOVERY NOTE BY MN DEPT OF TRANSP 1997 (DAS)
 RN1818'RECOVERED AS DESCRIBED.
 RN1818
 RN1818                          STATION RECOVERY (2006)
 RN1818
 RN1818'RECOVERY NOTE BY MN DEPT OF TRANSP 2006 (MPP)
 RN1818'THE STATION IS LOCATED ABOUT 7.6 MI (12.2 KM) EAST-SOUTHEAST OF KETTLE
 RN1818'RIVER, 4.0 MI (6.4 KM) SOUTH-SOUTHWEST OF BARNUM AND 1.5 MI (2.4 KM)
 RN1818'EAST OF MOOSE LAKE.
 RN1818'
 RN1818'THE MARK IS AT THE JUNCTION OF TRUNK HIGHWAY 27 AND INTERSTATE HIGHWAY
 RN1818'35 EAST OF MOOSE LAKE, IN SOUTHEAST CORNER OF NORTHBOUND INTERSTATE
 RN1818'HIGHWAY 35 BRIDGE 09836 OVER RAILROAD-TRUNK HIGHWAY 27 AND COUNTY ROAD
 RN1818'8, ATOP OF THE BRIDGE BARRIER, 37 FT (11.3 M) EAST OF NORTHBOUND
 RN1818'INTERSTATE HIGHWAY 35, AT INTERSTATE HIGHWAY 35 STATION 5423+17.
 RN1818
 RN1818                          STATION RECOVERY (2008)
 RN1818
 RN1818'RECOVERY NOTE BY MN DEPT OF TRANSP 2008 (GJF)
 RN1818'THE STATION IS LOCATED ABOUT 7.6 MI (12.2 KM) EAST-SOUTHEAST OF KETTLE
 RN1818'RIVER, 4.0 MI (6.4 KM) SOUTH-SOUTHWEST OF BARNUM AND 1.5 MI (2.4 KM)
 RN1818'EAST OF MOOSE LAKE.
 RN1818'
 RN1818'THE MARK IS 1.4 MI (2.3 KM) EAST OF MOOSE LAKE, AT THE JUNCTION OF
 RN1818'TRUNK HIGHWAY 27 AND INTERSTATE HIGHWAY 35 EAST OF MOOSE LAKE, AT
 RN1818'INTERSTATE HIGHWAY 35 STATION 5423+17, IN SOUTHEAST CORNER OF
 RN1818'NORTHBOUND INTERSTATE HIGHWAY 35 BRIDGE NUMBER 09836 OVER
 RN1818'RAILROAD-TRUNK HIGHWAY 27 AND COUNTY ROAD 8, ON TOP OF BRIDGE RAILING.
 RN1818'IT IS 37 FT (11.3 M) EAST OF NORTHBOUND INTERSTATE HIGHWAY 35.
 RN1818'
 RN1818'NOTE-THE DIFFERENCE IN ELEVATION FROM BENCH MARK 0980 D (LINE 133) TO
 RN1818'BENCH MARK 0980 D RESET IS +2.303 FEET.
 RN1818
 RN1818                          STATION RECOVERY (2017)
 RN1818
 RN1818'RECOVERY NOTE BY MN DEPT OF TRANSP 2017 (KMS)
 RN1818'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 RN0431 ***********************************************************************
 RN0431  DESIGNATION -  0980 E
 RN0431  PID         -  RN0431
 RN0431  STATE/COUNTY-  MN/CARLTON
 RN0431  COUNTRY     -  US
 RN0431  USGS QUAD   -  HANGING HORN LAKE (2019)
 RN0431
 RN0431                         *CURRENT SURVEY CONTROL
 RN0431  ______________________________________________________________________
 RN0431* NAD 83(1986) POSITION- 46 27 12.63   (N) 092 43 48.47   (W)   HD_HELD1
 RN0431* NAVD 88 ORTHO HEIGHT -   329.408 (meters)     1080.73  (feet) ADJUSTED
 RN0431  ______________________________________________________________________
 RN0431  GEOID HEIGHT    -        -27.985 (meters)                     GEOID18
 RN0431  DYNAMIC HEIGHT  -        329.421 (meters)     1080.78  (feet) COMP
 RN0431  MODELED GRAVITY -    980,645.0   (mgal)                       NAVD 88
 RN0431
 RN0431  VERT ORDER      -  SECOND    CLASS I
 RN0431
 RN0431.The horizontal coordinates were determined by differentially corrected
 RN0431.hand held GPS observations or other comparable positioning techniques
 RN0431.and have an estimated accuracy of +/- 3 meters.
 RN0431
 RN0431.The orthometric height was determined by differential leveling and
 RN0431.adjusted by the NATIONAL GEODETIC SURVEY
 RN0431.in April 2021.
 RN0431
 RN0431.Significant digits in the geoid height do not necessarily reflect accuracy.
 RN0431.GEOID18 height accuracy estimate available here.
 RN0431
 RN0431.Click photographs - Photos may exist for this station.
 RN0431
 RN0431.The dynamic height is computed by dividing the NAVD 88
 RN0431.geopotential number by the normal gravity value computed on the
 RN0431.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RN0431.degrees latitude (g = 980.6199 gals.).
 RN0431
 RN0431.The modeled gravity was interpolated from observed gravity values.
 RN0431
 RN0431;                    North         East    Units  Estimated Accuracy
 RN0431;SPC MN C     -   262,672.5     916,752.5     MT  (+/- 3 meters HH1 GPS) 
 RN0431
 RN0431_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWM2072544472(NAD 83)
 RN0431
 RN0431                          SUPERSEDED SURVEY CONTROL
 RN0431
 RN0431  NAVD 88 (06/15/91)  329.403  (m)         1080.72   (f) SUPERSEDED  2 1
 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
 RN0431.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RN0431.See file dsdata.pdf to determine how the superseded data were derived.
 RN0431
 RN0431_MARKER: DB = BENCH MARK DISK
 RN0431_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RN0431_STAMPING: 0980 E 1970
 RN0431_MARK LOGO: MNHD
 RN0431_PROJECTION: FLUSH
 RN0431_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 RN0431_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RN0431+STABILITY: SURFACE MOTION
 RN0431_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 RN0431+SATELLITE: SATELLITE OBSERVATIONS - September 05, 2017
 RN0431
 RN0431  HISTORY     - Date     Condition        Report By
 RN0431  HISTORY     - 19700401 MONUMENTED       MNHD
 RN0431  HISTORY     - 1971     GOOD             MNDT
 RN0431  HISTORY     - 19920824 GOOD             USPSQD
 RN0431  HISTORY     - 19970701 GOOD             MNDT
 RN0431  HISTORY     - 20060316 GOOD             MNDT
 RN0431  HISTORY     - 20080803 GOOD             GEOCAC
 RN0431  HISTORY     - 20081105 GOOD             MNDT
 RN0431  HISTORY     - 20140501 GOOD             MNDT
 RN0431  HISTORY     - 20170905 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.
 RN0431
 RN0431                          STATION RECOVERY (2006)
 RN0431
 RN0431'RECOVERY NOTE BY MN DEPT OF TRANSP 2006 (MPP)
 RN0431'THE STATION IS LOCATED ABOUT 7.5 MI (12.1 KM) EAST-SOUTHEAST OF KETTLE
 RN0431'RIVER, 4.0 MI (6.4 KM) SOUTH-SOUTHWEST OF BARNUM AND 1.4 MI (2.3 KM)
 RN0431'EAST OF MOOSE LAKE.
 RN0431'
 RN0431'TO REACH THE STATION GO TO THE JUNCTION OF INTERSTATE HIGHWAY 35 SOUTH
 RN0431'AND TRUNK HIGHWAY 27 EAST OF MOOSE LAKE.  THERE, APPROXIMATELY 130 FT
 RN0431'(39.6 M) NORTH-NORTHWEST OF THE JUNCTION AND WEST OF INTERSTATE
 RN0431'HIGHWAY 35 MILE POINT 216.1, THE MARK IS FOUND.
 RN0431'
 RN0431'THE MARK IS 98 FT (29.9 M) NORTHWEST OF SOUTHBOUND INTERSTATE HIGHWAY
 RN0431'35 AT STATION 5424+48, 80 FT (24.4 M) SOUTHWEST OF THE NORTHWEST
 RN0431'CORNER OF SOUTHBOUND INTERSTATE HIGHWAY 35 BRIDGE, 73 FT (22.3 M)
 RN0431'NORTH OF HALGREN ROAD ALONG AN ABANDONED RAILROAD GRADE AND 1.0 FT
 RN0431'(0.3 M) EAST OF ITS WITNESS POST.
 RN0431'
 RN0431'NOTE THE STATION IS NEAR THE BOTTOM OF AN EMBANKMENT AND MAYBE TOO LOW
 RN0431'FOR GNSS SATELLITE VISIBILITY TO THE NORTHEAST.
 RN0431
 RN0431                          STATION RECOVERY (2008)
 RN0431
 RN0431'RECOVERY NOTE BY GEOCACHING 2008 (JGH)
 RN0431'RECOVERED AS DESCRIBED AND IN GOOD CONDITION.
 RN0431
 RN0431                          STATION RECOVERY (2008)
 RN0431
 RN0431'RECOVERY NOTE BY MN DEPT OF TRANSP 2008 (GJF)
 RN0431'THE STATION IS LOCATED ABOUT 7.5 MI (12.1 KM) EAST-SOUTHEAST OF KETTLE
 RN0431'RIVER, 4.0 MI (6.4 KM) SOUTH-SOUTHWEST OF BARNUM AND 1.5 MI (2.4 KM)
 RN0431'EAST OF MOOSE LAKE.
 RN0431'
 RN0431'THE MARK IS 1.4 MI (2.3 KM) EAST OF MOOSE LAKE, NEAR JUNCTION OF TRUNK
 RN0431'HIGHWAY 27 AND INTERSTATE HIGHWAY 35 EAST OF MOOSE LAKE, AT INTERSTATE
 RN0431'HIGHWAY 35 MILE POINT 216.1, AT INTERSTATE HIGHWAY 35 STATION 5424+48.
 RN0431'IT IS 98 FT (29.9 M) NORTHWEST OF SOUTHBOUND INTERSTATE HIGHWAY 35, 80
 RN0431'FT (24.4 M) SOUTHWEST OF THE NORTHWEST CORNER OF SOUTHBOUND INTERSTATE
 RN0431'HIGHWAY 35 BRIDGE, 73 FT (22.3 M) NORTH OF HALGREN ROAD (ABANDONED
 RN0431'RAILROAD), 1.0 FT (0.3 M) EAST OF A WITNESS POST.
 RN0431
 RN0431                          STATION RECOVERY (2014)
 RN0431
 RN0431'RECOVERY NOTE BY MN DEPT OF TRANSP 2014 (JJ)
 RN0431'1.4 MI (2.3 KM) EAST OF MOOSE LAKE, NEAR JUNCTION OF TRUNK HIGHWAY 27
 RN0431'AND INTERSTATE HIGHWAY 35 EAST OF MOOSE LAKE, AT INTERSTATE HIGHWAY 35
 RN0431'MILE POINT 216.1, AT INTERSTATE HIGHWAY 35 STATION 5424+48, 98 FT
 RN0431'(29.9 M) NORTHWEST OF SOUTHBOUND INTERSTATE HIGHWAY 35, 80 FT (24.4 M)
 RN0431'SOUTHWEST OF THE NORTHWEST CORNER OF SOUTHBOUND INTERSTATE HIGHWAY 35
 RN0431'BRIDGE, 73 FT (22.3 M) NORTH OF HALGREN ROAD (ABANDONED RAILROAD), 1.0
 RN0431'FT (0.3 M) EAST OF A WITNESS POST.
 RN0431
 RN0431                          STATION RECOVERY (2017)
 RN0431
 RN0431'RECOVERY NOTE BY MN DEPT OF TRANSP 2017 (KDJ)
 RN0431'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 RN0425 ***********************************************************************
 RN0425  DESIGNATION -  0980 F
 RN0425  PID         -  RN0425
 RN0425  STATE/COUNTY-  MN/CARLTON
 RN0425  COUNTRY     -  US
 RN0425  USGS QUAD   -  HANGING HORN LAKE (2019)
 RN0425
 RN0425                         *CURRENT SURVEY CONTROL
 RN0425  ______________________________________________________________________
 RN0425* NAD 83(1986) POSITION- 46 27 58.1    (N) 092 43 12.4    (W)   HD_HELD2
 RN0425* NAVD 88 ORTHO HEIGHT -   357.966 (meters)     1174.43  (feet) ADJUSTED
 RN0425  ______________________________________________________________________
 RN0425  GEOID HEIGHT    -        -27.994 (meters)                     GEOID18
 RN0425  DYNAMIC HEIGHT  -        357.982 (meters)     1174.48  (feet) COMP
 RN0425  MODELED GRAVITY -    980,647.2   (mgal)                       NAVD 88
 RN0425
 RN0425  VERT ORDER      -  SECOND    CLASS 0
 RN0425
 RN0425.The horizontal coordinates were established by autonomous hand held GPS
 RN0425.observations and have an estimated accuracy of +/- 10 meters.
 RN0425
 RN0425.The orthometric height was determined by differential leveling and
 RN0425.adjusted by the NATIONAL GEODETIC SURVEY
 RN0425.in June 1991.
 RN0425
 RN0425.Significant digits in the geoid height do not necessarily reflect accuracy.
 RN0425.GEOID18 height accuracy estimate available here.
 RN0425
 RN0425.Click photographs - Photos may exist for this station.
 RN0425
 RN0425.The dynamic height is computed by dividing the NAVD 88
 RN0425.geopotential number by the normal gravity value computed on the
 RN0425.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RN0425.degrees latitude (g = 980.6199 gals.).
 RN0425
 RN0425.The modeled gravity was interpolated from observed gravity values.
 RN0425
 RN0425;                    North         East    Units  Estimated Accuracy
 RN0425;SPC MN C     -   264,091.      917,495.      MT  (+/- 10 meters HH2 GPS)
 RN0425
 RN0425_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWM2148945878(NAD 83)
 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
 RN0425.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RN0425.See file dsdata.pdf to determine how the superseded data were derived.
 RN0425
 RN0425_MARKER: DB = BENCH MARK DISK
 RN0425_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 RN0425_STAMPING: 0980-F 1970
 RN0425_MARK LOGO: MNHD
 RN0425_PROJECTION: RECESSED 5 CENTIMETERS
 RN0425_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 RN0425_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RN0425_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 RN0425+SATELLITE: SATELLITE OBSERVATIONS - September 05, 2017
 RN0425
 RN0425  HISTORY     - Date     Condition        Report By
 RN0425  HISTORY     - 19700401 MONUMENTED       MNHD
 RN0425  HISTORY     - 1971     GOOD             MNDT
 RN0425  HISTORY     - 20081105 GOOD             MNDT
 RN0425  HISTORY     - 20140501 GOOD             MNDT
 RN0425  HISTORY     - 20170905 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.
 RN0425
 RN0425                          STATION RECOVERY (2008)
 RN0425
 RN0425'RECOVERY NOTE BY MN DEPT OF TRANSP 2008 (GJF)
 RN0425'THE STATION IS LOCATED ABOUT 7.7 MI (12.4 KM) EAST-SOUTHEAST OF KETTLE
 RN0425'RIVER, 3.0 MI (4.8 KM) SOUTH-SOUTHWEST OF BARNUM AND 2.2 MI (3.5 KM)
 RN0425'EAST-NORTHEAST OF MOOSE LAKE.
 RN0425'
 RN0425'THE MARK IS 2.2 MI (3.5 KM) EAST-NORTHEAST OF MOOSE LAKE, 1.0 MI (1.6
 RN0425'KM) NORTHEAST ALONG INTERSTATE HIGHWAY 35 FROM THE JUNCTION OF
 RN0425'INTERSTATE HIGHWAY 35 AND TRUNK HIGHWAY 27 EAST OF MOOSE LAKE, AT
 RN0425'INTERSTATE HIGHWAY 35 MILE POINT 217.05, AT INTERSTATE HIGHWAY 35
 RN0425'STATION 5477+03.
 RN0425'
 RN0425'IT IS 95 FT (29.0 M) NORTHWEST OF SOUTHBOUND INTERSTATE HIGHWAY 35, 5
 RN0425'FT (1.5 M) EAST OF RIGHT OF WAY FENCE, 1.0 FT (0.3 M) EAST OF A
 RN0425'WITNESS POST.
 RN0425
 RN0425                          STATION RECOVERY (2014)
 RN0425
 RN0425'RECOVERY NOTE BY MN DEPT OF TRANSP 2014 (JJ)
 RN0425'2.2 MI (3.5 KM) EAST-NORTHEAST OF MOOSE LAKE, 1.0 MI (1.6 KM)
 RN0425'NORTHEAST ALONG INTERSTATE HIGHWAY 35  FROM THE JUNCTION OF INTERSTATE
 RN0425'HIGHWAY 35 AND TRUNK HIGHWAY 27 EAST OF MOOSE LAKE, AT INTERSTATE
 RN0425'HIGHWAY 35 MILE POINT 217.05, AT INTERSTATE HIGHWAY 35 STATION
 RN0425'5477+03, 95 FT (29.0 M) NORTHWEST OF SOUTHBOUND INTERSTATE HIGHWAY 35,
 RN0425'5 FT (1.5 M) EAST OF RIGHT-OF-WAY FENCE, 1.0 FT (0.3 M) EAST OF A
 RN0425'WITNESS POST.
 RN0425
 RN0425                          STATION RECOVERY (2017)
 RN0425
 RN0425'RECOVERY NOTE BY MN DEPT OF TRANSP 2017 (KDJ)
 RN0425'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 RN0424 ***********************************************************************
 RN0424  DESIGNATION -  0980 G
 RN0424  PID         -  RN0424
 RN0424  STATE/COUNTY-  MN/CARLTON
 RN0424  COUNTRY     -  US
 RN0424  USGS QUAD   -  HANGING HORN LAKE (2019)
 RN0424
 RN0424                         *CURRENT SURVEY CONTROL
 RN0424  ______________________________________________________________________
 RN0424* NAD 83(1996) POSITION- 46 28 37.66027(N) 092 42 47.42697(W)   ADJUSTED
 RN0424* NAVD 88 ORTHO HEIGHT -   330.723 (meters)     1085.05  (feet) ADJUSTED
 RN0424  ______________________________________________________________________
 RN0424  GEOID HEIGHT    -        -28.003 (meters)                     GEOID18
 RN0424  LAPLACE CORR    -         -1.00  (seconds)                    DEFLEC18
 RN0424  DYNAMIC HEIGHT  -        330.737 (meters)     1085.09  (feet) COMP
 RN0424  MODELED GRAVITY -    980,649.1   (mgal)                       NAVD 88
 RN0424
 RN0424  HORZ ORDER      -  SECOND
 RN0424  VERT ORDER      -  SECOND    CLASS 0
 RN0424
 RN0424.The horizontal coordinates were established by classical geodetic methods
 RN0424.and adjusted by the National Geodetic Survey in March 1999.
 RN0424
 RN0424.The orthometric height was determined by differential leveling and
 RN0424.adjusted by the NATIONAL GEODETIC SURVEY
 RN0424.in June 1991.
 RN0424
 RN0424.Significant digits in the geoid height do not necessarily reflect accuracy.
 RN0424.GEOID18 height accuracy estimate available here.
 RN0424
 RN0424.Click photographs - Photos may exist for this station.
 RN0424
 RN0424.The Laplace correction was computed from DEFLEC18 derived deflections.
 RN0424
 RN0424.The dynamic height is computed by dividing the NAVD 88
 RN0424.geopotential number by the normal gravity value computed on the
 RN0424.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RN0424.degrees latitude (g = 980.6199 gals.).
 RN0424
 RN0424.The modeled gravity was interpolated from observed gravity values.
 RN0424
 RN0424. The following values were computed from the NAD 83(1996) position.
 RN0424
 RN0424;                    North         East     Units Scale Factor Converg.
 RN0424;SPC MN C     -   265,322.538   918,003.950   MT  0.99992510   +1 06 42.2
 RN0424;SPC MN C     -   870,479.03  3,011,817.96   sFT  0.99992510   +1 06 42.2
 RN0424;UTM  15      - 5,147,101.852   522,017.911   MT  0.99960596   +0 12 28.7
 RN0424
 RN0424!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RN0424!SPC MN C     -   0.99995255  x   0.99992510  =   0.99987765
 RN0424!UTM  15      -   0.99995255  x   0.99960596  =   0.99955853
 RN0424
 RN0424_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWM2201747101(NAD 83)
 RN0424
 RN0424                          SUPERSEDED SURVEY CONTROL
 RN0424
 RN0424  NAD 83(1991)-  46 28 37.65517(N)    092 42 47.42301(W) AD(       ) 2
 RN0424  NAD 83(1986)-  46 28 37.65440(N)    092 42 47.42355(W) AD(       ) 2
 RN0424  NGVD 29 (??/??/92)  330.600  (m)         1084.64   (f) ADJ UNCH    2 0
 RN0424  NGVD 29 (07/19/86)  330.2    (m)         1083.     (f) VERT ANG       
 RN0424
 RN0424.Superseded values are not recommended for survey control.
 RN0424
 RN0424.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RN0424.See file dsdata.pdf to determine how the superseded data were derived.
 RN0424
 RN0424_MARKER: DB = BENCH MARK DISK
 RN0424_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 RN0424_SP_SET: BRIDGE ABUTMENT
 RN0424_STAMPING: HORN AZIMUTH 0980-G 1969
 RN0424_MARK LOGO: MNHD
 RN0424_MAGNETIC: N = NO MAGNETIC MATERIAL
 RN0424_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RN0424_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 RN0424+SATELLITE: SATELLITE OBSERVATIONS - July 12, 2012
 RN0424
 RN0424  HISTORY     - Date     Condition        Report By
 RN0424  HISTORY     - 1969     MONUMENTED       MNHD
 RN0424  HISTORY     - 1971     GOOD             MNDT
 RN0424  HISTORY     - 20081105 GOOD             MNDT
 RN0424  HISTORY     - 20120712 GOOD             USACES
 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.
 RN0424
 RN0424                          STATION RECOVERY (2008)
 RN0424
 RN0424'RECOVERY NOTE BY MN DEPT OF TRANSP 2008 (GJF)
 RN0424'THE STATION IS LOCATED ABOUT 7.9 MI (12.8 KM) EAST OF KETTLE RIVER,
 RN0424'2.8 MI (4.5 KM) NORTHEAST OF MOOSE LAKE AND 2.2 MI (3.5 KM)
 RN0424'SOUTH-SOUTHWEST OF BARNUM.
 RN0424'
 RN0424'THE MARK IS 3.0 MILES NORTHEAST OF MOOSE LAKE, 1.8 MILES NORTHEAST
 RN0424'ALONG INTERSTATE HIGHWAY 35 FROM JUNCTION OF INTERSTATE HIGHWAY 35 AND
 RN0424'TRUNK HIGHWAY 27 EAST OF MOOSE LAKE, AT INTERSTATE HIGHWAY 35
 RN0424'MILEPOINT 217.9, IN SOUTHEAST CORNER OF NORTHBOUND INTERSTATE HIGHWAY
 RN0424'35 BRIDGE NUMBER 09816 OVER MOOSE HORN RIVER.
 RN0424'
 RN0424'NOTE- STATION WAS USED AS AZIMUTH MARK FOR STATION HORN MNDT, NATIONAL
 RN0424'GEODETIC SURVEY HORIZONTAL BRANCH HAS ACRN RN1611 FOR THIS STATION.
 RN0424
 RN0424                          STATION RECOVERY (2012)
 RN0424
 RN0424'RECOVERY NOTE BY USACE ST. PAUL  MN DISTRICT 2012 (POJ)
 RN0424'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 RN0421 ***********************************************************************
 RN0421  DESIGNATION -  0980 H
 RN0421  PID         -  RN0421
 RN0421  STATE/COUNTY-  MN/CARLTON
 RN0421  COUNTRY     -  US
 RN0421  USGS QUAD   -  HANGING HORN LAKE (2019)
 RN0421
 RN0421                         *CURRENT SURVEY CONTROL
 RN0421  ______________________________________________________________________
 RN0421* NAD 83(1986) POSITION- 46 29 26.02   (N) 092 41 53.54   (W)   HD_HELD1
 RN0421* NAVD 88 ORTHO HEIGHT -   339.305 (meters)     1113.20  (feet) ADJUSTED
 RN0421  ______________________________________________________________________
 RN0421  GEOID HEIGHT    -        -28.016 (meters)                     GEOID18
 RN0421  DYNAMIC HEIGHT  -        339.321 (meters)     1113.26  (feet) COMP
 RN0421  MODELED GRAVITY -    980,651.6   (mgal)                       NAVD 88
 RN0421
 RN0421  VERT ORDER      -  SECOND    CLASS I
 RN0421
 RN0421.The horizontal coordinates were determined by differentially corrected
 RN0421.hand held GPS observations or other comparable positioning techniques
 RN0421.and have an estimated accuracy of +/- 3 meters.
 RN0421
 RN0421.The orthometric height was determined by differential leveling and
 RN0421.adjusted by the NATIONAL GEODETIC SURVEY
 RN0421.in September 2016.
 RN0421
 RN0421.Significant digits in the geoid height do not necessarily reflect accuracy.
 RN0421.GEOID18 height accuracy estimate available here.
 RN0421
 RN0421.Click photographs - Photos may exist for this station.
 RN0421
 RN0421.The dynamic height is computed by dividing the NAVD 88
 RN0421.geopotential number by the normal gravity value computed on the
 RN0421.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RN0421.degrees latitude (g = 980.6199 gals.).
 RN0421
 RN0421.The modeled gravity was interpolated from observed gravity values.
 RN0421
 RN0421;                    North         East    Units  Estimated Accuracy
 RN0421;SPC MN C     -   266,837.8     919,123.9     MT  (+/- 3 meters HH1 GPS) 
 RN0421
 RN0421_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWM2316148598(NAD 83)
 RN0421
 RN0421                          SUPERSEDED SURVEY CONTROL
 RN0421
 RN0421  NAVD 88 (06/15/91)  339.313  (m)         1113.23   (f) SUPERSEDED  2 0
 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
 RN0421.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RN0421.See file dsdata.pdf to determine how the superseded data were derived.
 RN0421
 RN0421_MARKER: DB = BENCH MARK DISK
 RN0421_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 RN0421_SP_SET: BRIDGE ABUTMENT
 RN0421_STAMPING: 0980-H 1970
 RN0421_MARK LOGO: MNHD
 RN0421_MAGNETIC: N = NO MAGNETIC MATERIAL
 RN0421_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RN0421_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 RN0421+SATELLITE: SATELLITE OBSERVATIONS - November 05, 2008
 RN0421
 RN0421  HISTORY     - Date     Condition        Report By
 RN0421  HISTORY     - 1969     MONUMENTED       MNHD
 RN0421  HISTORY     - 1971     GOOD             MNDT
 RN0421  HISTORY     - 19920824 GOOD             USPSQD
 RN0421  HISTORY     - 20080803 GOOD             GEOCAC
 RN0421  HISTORY     - 20081105 GOOD             MNDT
 RN0421
 RN0421                          STATION DESCRIPTION
 RN0421
 RN0421'DESCRIBED BY MN DEPT OF TRANSP 1971
 RN0421'1.5 MI S FROM BARNUM.
 RN0421'MARK IS LOCATED 1.5 MILES SOUTHWEST ALONG FAI 35 FROM THE JUNCTION OF
 RN0421'FAI 35 AND COUNTY ROAD 6 AT BARNUM, IN THE SOUTHEAST CORNER (ABUTMENT)
 RN0421'OF BRIDGE NO. 09832, COUNTY ROAD 138 OVER FAI 35 AT MILE POINT 219.1.
 RN0421'NW 1/4 SECTION 12, T 49N, R 19W.
 RN0421
 RN0421                          STATION RECOVERY (1992)
 RN0421
 RN0421'RECOVERY NOTE BY US POWER SQUADRON 1992 (LJK)
 RN0421'RECOVERED IN GOOD CONDITION.
 RN0421
 RN0421                          STATION RECOVERY (2008)
 RN0421
 RN0421'RECOVERY NOTE BY GEOCACHING 2008 (JGH)
 RN0421'RECOVERED AS DESCRIBED AND IN GOOD CONDITION.
 RN0421
 RN0421                          STATION RECOVERY (2008)
 RN0421
 RN0421'RECOVERY NOTE BY MN DEPT OF TRANSP 2008 (GJF)
 RN0421'THE STATION IS LOCATED ABOUT 8.6 MI (13.8 KM) EAST OF KETTLE RIVER,
 RN0421'3.9 MI (6.3 KM) NORTHEAST OF MOOSE LAKE AND 1.0 MI (1.6 KM)
 RN0421'SOUTH-SOUTHWEST OF BARNUM.
 RN0421'
 RN0421'1.5 MILES SOUTHWEST ALONG INTERSTATE HIGHWAY 35 FROM COUNTY ROAD 6
 RN0421'BRIDGE OVER INTERSTATE HIGHWAY 35 AT BARNUM, AT INTERSTATE HIGHWAY 35
 RN0421'MILE POINT 219.1.
 RN0421'
 RN0421'MARK IS IN NORTHEAST CORNER OF COUNTY ROAD 138 BRIDGE 09832 OVER
 RN0421'INTERSTATE HIGHWAY 35.
 RN0421'
 RN0421'NOTE-DISK WAS SET IN BRIDGE IN 1969 AND THEN STAMPED 1970 DURING THIS
 RN0421'SURVEY.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 RN0418 ***********************************************************************
 RN0418  DESIGNATION -  0980 K
 RN0418  PID         -  RN0418
 RN0418  STATE/COUNTY-  MN/CARLTON
 RN0418  COUNTRY     -  US
 RN0418  USGS QUAD   -  HANGING HORN LAKE (2019)
 RN0418
 RN0418                         *CURRENT SURVEY CONTROL
 RN0418  ______________________________________________________________________
 RN0418* NAD 83(1986) POSITION- 46 29 47.07   (N) 092 41 19.12   (W)   HD_HELD1
 RN0418* NAVD 88 ORTHO HEIGHT -   339.343 (meters)     1113.33  (feet) ADJUSTED
 RN0418  ______________________________________________________________________
 RN0418  GEOID HEIGHT    -        -28.022 (meters)                     GEOID18
 RN0418  DYNAMIC HEIGHT  -        339.359 (meters)     1113.38  (feet) COMP
 RN0418  MODELED GRAVITY -    980,652.9   (mgal)                       NAVD 88
 RN0418
 RN0418  VERT ORDER      -  SECOND    CLASS I
 RN0418
 RN0418.The horizontal coordinates were determined by differentially corrected
 RN0418.hand held GPS observations or other comparable positioning techniques
 RN0418.and have an estimated accuracy of +/- 3 meters.
 RN0418
 RN0418.The orthometric height was determined by differential leveling and
 RN0418.adjusted by the NATIONAL GEODETIC SURVEY
 RN0418.in September 2016.
 RN0418
 RN0418.Significant digits in the geoid height do not necessarily reflect accuracy.
 RN0418.GEOID18 height accuracy estimate available here.
 RN0418
 RN0418.Click photographs - Photos may exist for this station.
 RN0418
 RN0418.The dynamic height is computed by dividing the NAVD 88
 RN0418.geopotential number by the normal gravity value computed on the
 RN0418.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RN0418.degrees latitude (g = 980.6199 gals.).
 RN0418
 RN0418.The modeled gravity was interpolated from observed gravity values.
 RN0418
 RN0418;                    North         East    Units  Estimated Accuracy
 RN0418;SPC MN C     -   267,502.0     919,845.0     MT  (+/- 3 meters HH1 GPS) 
 RN0418
 RN0418_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWM2389249251(NAD 83)
 RN0418
 RN0418                          SUPERSEDED SURVEY CONTROL
 RN0418
 RN0418  NAVD 88 (06/15/91)  339.362  (m)         1113.39   (f) SUPERSEDED  2 0
 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
 RN0418.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RN0418.See file dsdata.pdf to determine how the superseded data were derived.
 RN0418
 RN0418_MARKER: DB = BENCH MARK DISK
 RN0418_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 RN0418_SP_SET: BRIDGE ABUTMENT
 RN0418_STAMPING: 0980-K 1970
 RN0418_MARK LOGO: MNHD
 RN0418_MAGNETIC: N = NO MAGNETIC MATERIAL
 RN0418_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RN0418_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 RN0418+SATELLITE: SATELLITE OBSERVATIONS - December 02, 2008
 RN0418
 RN0418  HISTORY     - Date     Condition        Report By
 RN0418  HISTORY     - 1970     MONUMENTED       MNHD
 RN0418  HISTORY     - 1971     GOOD             MNDT
 RN0418  HISTORY     - 19920824 GOOD             USPSQD
 RN0418  HISTORY     - 20080803 GOOD             GEOCAC
 RN0418  HISTORY     - 20081202 GOOD             MNDT
 RN0418
 RN0418                          STATION DESCRIPTION
 RN0418
 RN0418'DESCRIBED BY MN DEPT OF TRANSP 1971
 RN0418'0.9 MI S FROM BARNUM.
 RN0418'MARK IS LOCATED 0.9 MILES SOUTHWEST ALONG FAI 35 FROM THE JUNCTION OF
 RN0418'FAI 35 AND COUNTY ROAD 6 AT BARNUM, IN THE SOUTHEAST CORNER (ABUTMENT)
 RN0418'OF BRIDGE NO. 09819 COUNTY ROAD 13 OVER FAI 35 AT MILE POINT 219.7. SE
 RN0418'1/4 SECTION 1, T 46 N, R 19 W.
 RN0418
 RN0418                          STATION RECOVERY (1992)
 RN0418
 RN0418'RECOVERY NOTE BY US POWER SQUADRON 1992 (LJK)
 RN0418'RECOVERED IN GOOD CONDITION.
 RN0418
 RN0418                          STATION RECOVERY (2008)
 RN0418
 RN0418'RECOVERY NOTE BY GEOCACHING 2008 (JGH)
 RN0418'RECOVERED AS DESCRIBED AND IN GOOD CONDITION.
 RN0418
 RN0418                          STATION RECOVERY (2008)
 RN0418
 RN0418'RECOVERY NOTE BY MN DEPT OF TRANSP 2008 (MPP)
 RN0418'THE STATION IS LOCATED ABOUT 9.0 MI (14.5 KM) EAST OF KETTLE RIVER,
 RN0418'4.5 MI (7.2 KM) NORTHEAST OF MOOSE LAKE AND IN THE TOWN OF BARNUM, MN.
 RN0418'THE MARK IS 0.3 MI (0.5 KM) SOUTH OF BARNUM, 0.9 MI (1.4 KM) SOUTHWEST
 RN0418'ALONG INTERSTATE HIGHWAY 35 FROM THE JUNCTION OF INTERSTATE HIGHWAY 35
 RN0418'AND COUNTY ROAD 6 EAST OF BARNUM, AT INTERSTATE HIGHWAY 35 MILE POINT
 RN0418'219.7.
 RN0418'
 RN0418'DISK SET IN A DRILL HOLE IN NORTHEAST CORNER OF COUNTY ROAD 13 BRIDGE
 RN0418'09819 OVER INTERSTATE HIGHWAY 35.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 RN0808 ***********************************************************************
 RN0808  DESIGNATION -  0980 M
 RN0808  PID         -  RN0808
 RN0808  STATE/COUNTY-  MN/CARLTON
 RN0808  COUNTRY     -  US
 RN0808  USGS QUAD   -  BARNUM (2019)
 RN0808
 RN0808                         *CURRENT SURVEY CONTROL
 RN0808  ______________________________________________________________________
 RN0808* NAD 83(1986) POSITION- 46 30 51.8    (N) 092 39 45.0    (W)   HD_HELD2
 RN0808* NAVD 88 ORTHO HEIGHT -   355.273 (meters)     1165.59  (feet) ADJUSTED
 RN0808  ______________________________________________________________________
 RN0808  GEOID HEIGHT    -        -28.036 (meters)                     GEOID18
 RN0808  DYNAMIC HEIGHT  -        355.293 (meters)     1165.66  (feet) COMP
 RN0808  MODELED GRAVITY -    980,659.8   (mgal)                       NAVD 88
 RN0808
 RN0808  VERT ORDER      -  SECOND    CLASS 0
 RN0808
 RN0808.The horizontal coordinates were established by autonomous hand held GPS
 RN0808.observations and have an estimated accuracy of +/- 10 meters.
 RN0808
 RN0808.The orthometric height was determined by differential leveling and
 RN0808.adjusted by the NATIONAL GEODETIC SURVEY
 RN0808.in June 1991.
 RN0808
 RN0808.Significant digits in the geoid height do not necessarily reflect accuracy.
 RN0808.GEOID18 height accuracy estimate available here.
 RN0808
 RN0808.Click photographs - Photos may exist for this station.
 RN0808
 RN0808.The dynamic height is computed by dividing the NAVD 88
 RN0808.geopotential number by the normal gravity value computed on the
 RN0808.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RN0808.degrees latitude (g = 980.6199 gals.).
 RN0808
 RN0808.The modeled gravity was interpolated from observed gravity values.
 RN0808
 RN0808;                    North         East    Units  Estimated Accuracy
 RN0808;SPC MN C     -   269,540.      921,811.      MT  (+/- 10 meters HH2 GPS)
 RN0808
 RN0808_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWM2589051257(NAD 83)
 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
 RN0808.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RN0808.See file dsdata.pdf to determine how the superseded data were derived.
 RN0808
 RN0808_MARKER: DB = BENCH MARK DISK
 RN0808_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 RN0808_STAMPING: 0980 M 1970
 RN0808_MARK LOGO: MNHD
 RN0808_PROJECTION: FLUSH
 RN0808_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 RN0808_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RN0808_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 RN0808+SATELLITE: SATELLITE OBSERVATIONS - December 01, 2008
 RN0808
 RN0808  HISTORY     - Date     Condition        Report By
 RN0808  HISTORY     - 1970     MONUMENTED       MNHD
 RN0808  HISTORY     - 1971     GOOD             MNDT
 RN0808  HISTORY     - 20081201 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.
 RN0808
 RN0808                          STATION RECOVERY (2008)
 RN0808
 RN0808'RECOVERY NOTE BY MN DEPT OF TRANSP 2008 (MPP)
 RN0808'THE STATION IS LOCATED ABOUT 8.2 MI (13.2 KM) SOUTHWEST OF ATKINSON,
 RN0808'6.3 MI (10.1 KM) NORTHEAST OF MOOSE LAKE AND 1.5 MI (2.4 KM)
 RN0808'EAST-NORTHEAST OF BARNUM.
 RN0808'
 RN0808'THE MARK IS 0.9 MI (1.4 KM) NORTHEAST OF COUNTY ROAD 6 BRIDGE OVER
 RN0808'INTERSTATE HIGHWAY 35 AT BARNUM, AT INTERSTATE HIGHWAY 35 MILE POINT
 RN0808'221.4, AT INTERSTATE HIGHWAY 35 STATION 5708+81.
 RN0808'
 RN0808'IT IS 95 FT (29.0 M) SOUTHEAST OF NORTHBOUND INTERSTATE HIGHWAY 35, 17
 RN0808'FT (5.2 M) NORTHEAST OF BIRCH TREE CLUMP, 5 FT (1.5 M) NORTHWEST OF
 RN0808'RIGHT OF WAY FENCE, 1.0 FT (0.3 M) NORTHWEST OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 RN0804 ***********************************************************************
 RN0804  DESIGNATION -  0980 N
 RN0804  PID         -  RN0804
 RN0804  STATE/COUNTY-  MN/CARLTON
 RN0804  COUNTRY     -  US
 RN0804  USGS QUAD   -  BARNUM (2019)
 RN0804
 RN0804                         *CURRENT SURVEY CONTROL
 RN0804  ______________________________________________________________________
 RN0804* NAD 83(1986) POSITION- 46 32 00.5    (N) 092 37 45.0    (W)   HD_HELD2
 RN0804* NAVD 88 ORTHO HEIGHT -   347.087 (meters)     1138.73  (feet) ADJUSTED
 RN0804  ______________________________________________________________________
 RN0804  GEOID HEIGHT    -        -28.053 (meters)                     GEOID18
 RN0804  DYNAMIC HEIGHT  -        347.107 (meters)     1138.80  (feet) COMP
 RN0804  MODELED GRAVITY -    980,663.1   (mgal)                       NAVD 88
 RN0804
 RN0804  VERT ORDER      -  SECOND    CLASS 0
 RN0804
 RN0804.The horizontal coordinates were established by autonomous hand held GPS
 RN0804.observations and have an estimated accuracy of +/- 10 meters.
 RN0804
 RN0804.The orthometric height was determined by differential leveling and
 RN0804.adjusted by the NATIONAL GEODETIC SURVEY
 RN0804.in June 1991.
 RN0804
 RN0804.Significant digits in the geoid height do not necessarily reflect accuracy.
 RN0804.GEOID18 height accuracy estimate available here.
 RN0804
 RN0804.Click photographs - Photos may exist for this station.
 RN0804
 RN0804.The dynamic height is computed by dividing the NAVD 88
 RN0804.geopotential number by the normal gravity value computed on the
 RN0804.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RN0804.degrees latitude (g = 980.6199 gals.).
 RN0804
 RN0804.The modeled gravity was interpolated from observed gravity values.
 RN0804
 RN0804;                    North         East    Units  Estimated Accuracy
 RN0804;SPC MN C     -   271,713.      924,325.      MT  (+/- 10 meters HH2 GPS)
 RN0804
 RN0804_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWM2843753389(NAD 83)
 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
 RN0804.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RN0804.See file dsdata.pdf to determine how the superseded data were derived.
 RN0804
 RN0804_MARKER: DB = BENCH MARK DISK
 RN0804_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 RN0804_STAMPING: 0980-N 1970
 RN0804_MARK LOGO: MNHD
 RN0804_PROJECTION: RECESSED 13 CENTIMETERS
 RN0804_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 RN0804_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RN0804_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 RN0804+SATELLITE: SATELLITE OBSERVATIONS - May 01, 2014
 RN0804
 RN0804  HISTORY     - Date     Condition        Report By
 RN0804  HISTORY     - 19700401 MONUMENTED       MNHD
 RN0804  HISTORY     - 1971     GOOD             MNDT
 RN0804  HISTORY     - 20081202 GOOD             MNDT
 RN0804  HISTORY     - 20140501 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.
 RN0804
 RN0804                          STATION RECOVERY (2008)
 RN0804
 RN0804'RECOVERY NOTE BY MN DEPT OF TRANSP 2008 (MPP)
 RN0804'THE STATION IS LOCATED ABOUT 8.4 MI (13.5 KM) NORTHEAST OF MOOSE LAKE,
 RN0804'6.2 MI (10.0 KM) SOUTH-SOUTHWEST OF ATKINSON AND 3.5 MI (5.6 KM)
 RN0804'NORTHEAST OF BARNUM.
 RN0804'
 RN0804'2.9 MILES NORTHEAST ALONG INTERSTATE HIGHWAY 35 FROM THE COUNTY ROAD 6
 RN0804'BRIDGE OVER INTERSTATE HIGHWAY 35 EAST OF BARNUM, AT INTERSTATE
 RN0804'HIGHWAY 35 MILE POINT 223.5, AT INTERSTATE HIGHWAY 35 STATION 5818+50,
 RN0804'IN MEDIAN.
 RN0804'
 RN0804'IT IS 150 FT (45.7 M) NORTHWEST OF NORTHBOUND INTERSTATE HIGHWAY 35,
 RN0804'103 FT (31.4 M) WEST OF NORTHWEST END OF 24 INCH (61 CM) CONCRETE
 RN0804'CULVERT UNDER NORTHBOUND LANE, 95 FT (29.0 M) SOUTH OF SOUTHEAST END
 RN0804'OF 24 INCH (61 CM) CONCRETE CULVERT UNDER SOUTHBOUND LANE, 2.0 FT (0.6
 RN0804'M) SOUTHWEST OF A WITNESS POST.
 RN0804
 RN0804                          STATION RECOVERY (2014)
 RN0804
 RN0804'RECOVERY NOTE BY MN DEPT OF TRANSP 2014 (JJ)
 RN0804'3.5 MI (5.6 KM) NORTHEAST OF BARNUM, 2.9 MI (4.7 KM) NORTHEAST ALONG
 RN0804'INTERSTATE HIGHWAY 35 FROM COUNTY ROAD 6 BRIDGE OVER INTERSTATE
 RN0804'HIGHWAY 35 EAST OF BARNUM, AT INTERSTATE HIGHWAY 35 MILE POINT 223.5,
 RN0804'AT INTERSTATE HIGHWAY 35 STATION 5818+50, IN MEDIAN, 150 FT (45.7 M)
 RN0804'NORTHWEST OF NORTHBOUND INTERSTATE HIGHWAY 35, 103 FT (31.4 M) WEST OF
 RN0804'NORTHWEST END OF 24 INCH CONCRETE CULVERT UNDER NORTHBOUND LANE, 95 FT
 RN0804'(29.0 M) SOUTH OF SOUTHEAST END OF 24 INCH CONCRETE CULVERT UNDER
 RN0804'SOUTHBOUND LANE, 2.0 FT (0.6 M) SOUTHWEST OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 RN0800 ***********************************************************************
 RN0800  DESIGNATION -  0980 P
 RN0800  PID         -  RN0800
 RN0800  STATE/COUNTY-  MN/CARLTON
 RN0800  COUNTRY     -  US
 RN0800  USGS QUAD   -  ATKINSON (2019)
 RN0800
 RN0800                         *CURRENT SURVEY CONTROL
 RN0800  ______________________________________________________________________
 RN0800* NAD 83(1986) POSITION- 46 32 53.4    (N) 092 36 45.4    (W)   HD_HELD2
 RN0800* NAVD 88 ORTHO HEIGHT -   339.414 (meters)     1113.56  (feet) ADJUSTED
 RN0800  ______________________________________________________________________
 RN0800  GEOID HEIGHT    -        -28.062 (meters)                     GEOID18
 RN0800  DYNAMIC HEIGHT  -        339.435 (meters)     1113.63  (feet) COMP
 RN0800  MODELED GRAVITY -    980,666.5   (mgal)                       NAVD 88
 RN0800
 RN0800  VERT ORDER      -  SECOND    CLASS 0
 RN0800
 RN0800.The horizontal coordinates were established by autonomous hand held GPS
 RN0800.observations and have an estimated accuracy of +/- 10 meters.
 RN0800
 RN0800.The orthometric height was determined by differential leveling and
 RN0800.adjusted by the NATIONAL GEODETIC SURVEY
 RN0800.in June 1991.
 RN0800
 RN0800.Significant digits in the geoid height do not necessarily reflect accuracy.
 RN0800.GEOID18 height accuracy estimate available here.
 RN0800
 RN0800.Click photographs - Photos may exist for this station.
 RN0800
 RN0800.The dynamic height is computed by dividing the NAVD 88
 RN0800.geopotential number by the normal gravity value computed on the
 RN0800.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RN0800.degrees latitude (g = 980.6199 gals.).
 RN0800
 RN0800.The modeled gravity was interpolated from observed gravity values.
 RN0800
 RN0800;                    North         East    Units  Estimated Accuracy
 RN0800;SPC MN C     -   273,372.      925,561.      MT  (+/- 10 meters HH2 GPS)
 RN0800
 RN0800_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWM2969855028(NAD 83)
 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
 RN0800.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RN0800.See file dsdata.pdf to determine how the superseded data were derived.
 RN0800
 RN0800_MARKER: DB = BENCH MARK DISK
 RN0800_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 RN0800_STAMPING: 0980-P 1970
 RN0800_MARK LOGO: MNHD
 RN0800_PROJECTION: RECESSED 3 CENTIMETERS
 RN0800_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 RN0800_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RN0800_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 RN0800+SATELLITE: SATELLITE OBSERVATIONS - May 01, 2014
 RN0800
 RN0800  HISTORY     - Date     Condition        Report By
 RN0800  HISTORY     - 19700401 MONUMENTED       MNHD
 RN0800  HISTORY     - 1971     GOOD             MNDT
 RN0800  HISTORY     - 20081201 GOOD             MNDT
 RN0800  HISTORY     - 20140501 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.
 RN0800
 RN0800                          STATION RECOVERY (2008)
 RN0800
 RN0800'RECOVERY NOTE BY MN DEPT OF TRANSP 2008 (MPP)
 RN0800'THE STATION IS LOCATED ABOUT 8.6 MI (13.8 KM) SOUTH OF SAWYER, 5.0 MI
 RN0800'(8.0 KM) SOUTH-SOUTHWEST OF ATKINSON AND 4.8 MI (7.7 KM) NORTHEAST OF
 RN0800'BARNUM.
 RN0800'
 RN0800'THE MARK IS 4.8 MI (7.7 KM) NORTHEAST OF BARNUM, 4.2 MI (6.8 KM)
 RN0800'NORTHEAST ALONG INTERSTATE HIGHWAY 35 FROM THE COUNTY ROAD 6 BRIDGE
 RN0800'OVER INTERSTATE HIGHWAY 35 EAST OF BARNUM, AT INTERSTATE HIGHWAY 35
 RN0800'MILE POINT 224.8, AT INTERSTATE HIGHWAY 35 STATION 5886+58.
 RN0800'
 RN0800'IT IS 95 FT (29.0 M) SOUTHEAST OF NORTHBOUND INTERSTATE HIGHWAY 35, 4
 RN0800'FT (1.2 M) NORTHWEST OF R/W FENCE, 1.5 FT (0.5 M) NORTHWEST OF A
 RN0800'WITNESS POST.
 RN0800
 RN0800                          STATION RECOVERY (2014)
 RN0800
 RN0800'RECOVERY NOTE BY MN DEPT OF TRANSP 2014 (JJ)
 RN0800'4.8 MI (7.7 KM) NORTHEAST OF BARNUM, 4.2 MI (6.8 KM) NORTHEAST ALONG
 RN0800'INTERSTATE HIGHWAY 35 FROM COUNTY ROAD 6 BRIDGE OVER INTERSTATE
 RN0800'HIGHWAY 35 EAST OF BARNUM, AT INTERSTATE HIGHWAY 35 MILE POINT 224.8,
 RN0800'AT INTERSTATE HIGHWAY 35 STATION 5886+58, 95 FT (29.0 M) SOUTHEAST OF
 RN0800'NORTHBOUND INTERSTATE HIGHWAY 35, 4 FT (1.2 M) NORTHWEST OF
 RN0800'RIGHT-OF-WAY FENCE, 1.5 FT (0.5 M) NORTHWEST OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 RN0792 ***********************************************************************
 RN0792  DESIGNATION -  0980 R
 RN0792  PID         -  RN0792
 RN0792  STATE/COUNTY-  MN/CARLTON
 RN0792  COUNTRY     -  US
 RN0792  USGS QUAD   -  ATKINSON (2019)
 RN0792
 RN0792                         *CURRENT SURVEY CONTROL
 RN0792  ______________________________________________________________________
 RN0792* NAD 83(1996) POSITION- 46 34 37.96543(N) 092 35 06.28763(W)   ADJUSTED
 RN0792* NAVD 88 ORTHO HEIGHT -   359.924 (meters)     1180.85  (feet) ADJUSTED
 RN0792  ______________________________________________________________________
 RN0792  GEOID HEIGHT    -        -28.083 (meters)                     GEOID18
 RN0792  LAPLACE CORR    -         -0.66  (seconds)                    DEFLEC18
 RN0792  DYNAMIC HEIGHT  -        359.949 (meters)     1180.93  (feet) COMP
 RN0792  MODELED GRAVITY -    980,672.2   (mgal)                       NAVD 88
 RN0792
 RN0792  HORZ ORDER      -  SECOND
 RN0792  VERT ORDER      -  SECOND    CLASS I
 RN0792
 RN0792.The horizontal coordinates were established by classical geodetic methods
 RN0792.and adjusted by the National Geodetic Survey in March 1999.
 RN0792
 RN0792.The orthometric height was determined by differential leveling and
 RN0792.adjusted by the NATIONAL GEODETIC SURVEY
 RN0792.in April 2021.
 RN0792
 RN0792.Significant digits in the geoid height do not necessarily reflect accuracy.
 RN0792.GEOID18 height accuracy estimate available here.
 RN0792
 RN0792.Click photographs - Photos may exist for this station.
 RN0792
 RN0792.The Laplace correction was computed from DEFLEC18 derived deflections.
 RN0792
 RN0792.The dynamic height is computed by dividing the NAVD 88
 RN0792.geopotential number by the normal gravity value computed on the
 RN0792.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RN0792.degrees latitude (g = 980.6199 gals.).
 RN0792
 RN0792.The modeled gravity was interpolated from observed gravity values.
 RN0792
 RN0792. The following values were computed from the NAD 83(1996) position.
 RN0792
 RN0792;                    North         East     Units Scale Factor Converg.
 RN0792;SPC MN C     -   276,643.655   927,604.343   MT  0.99993095   +1 12 15.8
 RN0792;SPC MN C     -   907,621.72  3,043,315.25   sFT  0.99993095   +1 12 15.8
 RN0792;UTM  15      - 5,158,266.635   531,792.491   MT  0.99961242   +0 18 04.9
 RN0792
 RN0792!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RN0792!SPC MN C     -   0.99994798  x   0.99993095  =   0.99987894
 RN0792!UTM  15      -   0.99994798  x   0.99961242  =   0.99956042
 RN0792
 RN0792_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWM3179258266(NAD 83)
 RN0792
 RN0792                          SUPERSEDED SURVEY CONTROL
 RN0792
 RN0792  NAD 83(1991)-  46 34 37.96519(N)    092 35 06.28341(W) AD(       ) 2
 RN0792  NAD 83(1986)-  46 34 37.95836(N)    092 35 06.28945(W) AD(       ) 2
 RN0792  NAVD 88 (06/15/91)  359.940  (m)         1180.90   (f) SUPERSEDED  2 0
 RN0792  NGVD 29 (??/??/92)  359.845  (m)         1180.59   (f) ADJ UNCH    2 0
 RN0792  NGVD 29 (07/19/86)  359.6    (m)         1180.     (f) VERT ANG       
 RN0792
 RN0792.Superseded values are not recommended for survey control.
 RN0792
 RN0792.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RN0792.See file dsdata.pdf to determine how the superseded data were derived.
 RN0792
 RN0792_MARKER: DB = BENCH MARK DISK
 RN0792_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 RN0792_SP_SET: BRIDGE ABUTMENT
 RN0792_STAMPING: HIZER RM 0980-R NO 1 1969
 RN0792_MARK LOGO: MNHD
 RN0792_MAGNETIC: N = NO MAGNETIC MATERIAL
 RN0792_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RN0792_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 RN0792+SATELLITE: SATELLITE OBSERVATIONS - August 09, 2017
 RN0792
 RN0792  HISTORY     - Date     Condition        Report By
 RN0792  HISTORY     - 1969     MONUMENTED       MNHD
 RN0792  HISTORY     - 1971     GOOD             MNDT
 RN0792  HISTORY     - 20051028 GOOD             USPSQD
 RN0792  HISTORY     - 20081201 GOOD             MNDT
 RN0792  HISTORY     - 20170809 GOOD             MNDT
 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.
 RN0792
 RN0792                          STATION RECOVERY (2008)
 RN0792
 RN0792'RECOVERY NOTE BY MN DEPT OF TRANSP 2008 (MPP)
 RN0792'THE STATION IS LOCATED ABOUT 6.9 MI (11.1 KM) SOUTH-SOUTHEAST OF
 RN0792'SAWYER, 6.7 MI (10.8 KM) SOUTH-SOUTHWEST OF IVERSON AND 2.6 MI (4.2
 RN0792'KM) SOUTH-SOUTHWEST OF ATKINSON.
 RN0792'
 RN0792'THE MARK IS 5.8 MILES NORTHEAST OF BARNUM, 2.1 MILES EAST OF RAILROAD
 RN0792'CROSSING OF COUNTY ROAD 4 AT MAHTOWA, AT INTERSTATE HIGHWAY 35
 RN0792'MILEPOINT 227.3, IN SOUTHEAST CORNER OF COUNTY ROAD 4 BRIDGE 09821
 RN0792'OVER INTERSTATE HIGHWAY 35.
 RN0792'
 RN0792'NOTE- STATION WAS USED AS REFERENCE MARK 1 FOR STATION HIZER, NATIONAL
 RN0792'GEODETIC SURVEY HORIZONTAL BRANCH ASSIGNED ACRN RN1666 TO IT.
 RN0792
 RN0792                          STATION RECOVERY (2017)
 RN0792
 RN0792'RECOVERY NOTE BY MN DEPT OF TRANSP 2017 (KDJ)
 RN0792'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 RN0788 ***********************************************************************
 RN0788  DESIGNATION -  0980 S
 RN0788  PID         -  RN0788
 RN0788  STATE/COUNTY-  MN/CARLTON
 RN0788  COUNTRY     -  US
 RN0788  USGS QUAD   -  ATKINSON (2019)
 RN0788
 RN0788                         *CURRENT SURVEY CONTROL
 RN0788  ______________________________________________________________________
 RN0788* NAD 83(1986) POSITION- 46 35 26.80   (N) 092 34 40.41   (W)   HD_HELD1
 RN0788* NAVD 88 ORTHO HEIGHT -   365.634 (meters)     1199.58  (feet) ADJUSTED
 RN0788  ______________________________________________________________________
 RN0788  GEOID HEIGHT    -        -28.099 (meters)                     GEOID18
 RN0788  DYNAMIC HEIGHT  -        365.660 (meters)     1199.67  (feet) COMP
 RN0788  MODELED GRAVITY -    980,674.2   (mgal)                       NAVD 88
 RN0788
 RN0788  VERT ORDER      -  SECOND    CLASS I
 RN0788
 RN0788.The horizontal coordinates were determined by differentially corrected
 RN0788.hand held GPS observations or other comparable positioning techniques
 RN0788.and have an estimated accuracy of +/- 3 meters.
 RN0788
 RN0788.The orthometric height was determined by differential leveling and
 RN0788.adjusted by the NATIONAL GEODETIC SURVEY
 RN0788.in April 2021.
 RN0788
 RN0788.Significant digits in the geoid height do not necessarily reflect accuracy.
 RN0788.GEOID18 height accuracy estimate available here.
 RN0788
 RN0788.Click photographs - Photos may exist for this station.
 RN0788
 RN0788.The dynamic height is computed by dividing the NAVD 88
 RN0788.geopotential number by the normal gravity value computed on the
 RN0788.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RN0788.degrees latitude (g = 980.6199 gals.).
 RN0788
 RN0788.The modeled gravity was interpolated from observed gravity values.
 RN0788
 RN0788;                    North         East    Units  Estimated Accuracy
 RN0788;SPC MN C     -   278,162.8     928,123.4     MT  (+/- 3 meters HH1 GPS) 
 RN0788
 RN0788_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWM3233559776(NAD 83)
 RN0788
 RN0788                          SUPERSEDED SURVEY CONTROL
 RN0788
 RN0788  NAVD 88 (06/15/91)  365.647  (m)         1199.63   (f) SUPERSEDED  2 0
 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
 RN0788.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RN0788.See file dsdata.pdf to determine how the superseded data were derived.
 RN0788
 RN0788_MARKER: DB = BENCH MARK DISK
 RN0788_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 RN0788_STAMPING: 0980 S 1970
 RN0788_MARK LOGO: MNHD
 RN0788_PROJECTION: RECESSED 3 CENTIMETERS
 RN0788_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 RN0788_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RN0788_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 RN0788+SATELLITE: SATELLITE OBSERVATIONS - August 09, 2017
 RN0788
 RN0788  HISTORY     - Date     Condition        Report By
 RN0788  HISTORY     - 19700401 MONUMENTED       MNHD
 RN0788  HISTORY     - 1971     GOOD             MNDT
 RN0788  HISTORY     - 20081201 GOOD             MNDT
 RN0788  HISTORY     - 20140501 GOOD             MNDT
 RN0788  HISTORY     - 20170809 GOOD             MNDT
 RN0788
 RN0788                          STATION DESCRIPTION
 RN0788
 RN0788'DESCRIBED BY MN DEPT OF TRANSP 1971
 RN0788'2.7 MI NE FROM MAHTOWA.
 RN0788'MARK IS LOCATED 2.1 MILES EAST ALONG COUNTY ROAD 4 FROM THE JUNCTION
 RN0788'OF COUNTY ROAD 4 AND THE RAILROAD IN MAHTOWA, THENCE, 1.0 MILES
 RN0788'NORTHEAST ALONG FAI 35, 105 FEET NORTHWEST OF THE CENTERLINE OF
 RN0788'SOUTHBOUND FAI 35 AT MILE POINT 228.35 (STATION 6072+00) 13 POSTS
 RN0788'SOUTHWEST OF A BEND IN THE RIGHT OF WAY FENCE, 4.5 FEET SOUTHEAST OF
 RN0788'THE RIGHT OF WAY FENCE, 1 FOOT SOUTHEAST OF A STEEL WITNESS POST, IN A
 RN0788'6 FOOT PRE-CAST CONCRETE MONUMENT SET FLUSH WITH THE GROUND.  NE 1/4
 RN0788'SECTION 2, T 47 N, R 18 W.
 RN0788
 RN0788                          STATION RECOVERY (2008)
 RN0788
 RN0788'RECOVERY NOTE BY MN DEPT OF TRANSP 2008 (MPP)
 RN0788'RECOVERED AS DESCRIBED.
 RN0788
 RN0788                          STATION RECOVERY (2014)
 RN0788
 RN0788'RECOVERY NOTE BY MN DEPT OF TRANSP 2014 (JJ)
 RN0788'2.8 MI (4.5 KM) EAST-NORTHEAST OF MAHTOWA, 1.1 MI (1.8 KM) ALONG
 RN0788'INTERSTATE HIGHWAY 35 FROM COUNTY ROAD 4 BRIDGE OVER INTERSTATE
 RN0788'HIGHWAY 35 EAST OF MAHTOWA, AT INTERSTATE HIGHWAY 35 MILE POINT
 RN0788'228.30, AT INTERSTATE HIGHWAY 35 STATION 6072+00, 105 FT (32.0 M)
 RN0788'NORTHWEST OF SOUTHBOUND, AT 13TH POST SOUTHWEST OF BEND IN
 RN0788'RIGHT-OF-WAY FENCE, 4.5 FT (1.4 M) SOUTHEAST OF RIGHT-OF-WAY FENCE,
 RN0788'1.0 FT (0.3 M) SOUTHEAST OF A WITNESS POST.
 RN0788
 RN0788                          STATION RECOVERY (2017)
 RN0788
 RN0788'RECOVERY NOTE BY MN DEPT OF TRANSP 2017 (KMS)
 RN0788'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 RN0785 ***********************************************************************
 RN0785  DESIGNATION -  0980 U
 RN0785  PID         -  RN0785
 RN0785  STATE/COUNTY-  MN/CARLTON
 RN0785  COUNTRY     -  US
 RN0785  USGS QUAD   -  ATKINSON (2019)
 RN0785
 RN0785                         *CURRENT SURVEY CONTROL
 RN0785  ______________________________________________________________________
 RN0785* NAD 83(1986) POSITION- 46 37 16.     (N) 092 32 22.     (W)   SCALED
 RN0785* NAVD 88 ORTHO HEIGHT -   345.179 (meters)     1132.47  (feet) ADJUSTED
 RN0785  ______________________________________________________________________
 RN0785  GEOID HEIGHT    -        -28.158 (meters)                     GEOID18
 RN0785  DYNAMIC HEIGHT  -        345.203 (meters)     1132.55  (feet) COMP
 RN0785  MODELED GRAVITY -    980,674.7   (mgal)                       NAVD 88
 RN0785
 RN0785  VERT ORDER      -  SECOND    CLASS 0
 RN0785
 RN0785.The horizontal coordinates were scaled from a map and have
 RN0785.an estimated accuracy of +/- 6 seconds.
 RN0785
 RN0785.The orthometric height was determined by differential leveling and
 RN0785.adjusted by the NATIONAL GEODETIC SURVEY
 RN0785.in June 1991.
 RN0785
 RN0785.Significant digits in the geoid height do not necessarily reflect accuracy.
 RN0785.GEOID18 height accuracy estimate available here.
 RN0785
 RN0785.Click photographs - Photos may exist for this station.
 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.      931,000.      MT  (+/- 180 meters Scaled)
 RN0785
 RN0785_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWM352631(NAD 83)
 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
 RN0785.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RN0785.See file dsdata.pdf to determine how the superseded data were derived.
 RN0785
 RN0785_MARKER: DD = SURVEY DISK
 RN0785_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 RN0785_STAMPING: 0980-U 1969
 RN0785_MARK LOGO: MNHD
 RN0785_PROJECTION: FLUSH
 RN0785_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RN0785
 RN0785  HISTORY     - Date     Condition        Report By
 RN0785  HISTORY     - 1969     MONUMENTED       MNHD
 RN0785  HISTORY     - 1971     GOOD             MNDT
 RN0785  HISTORY     - 20010331 GOOD             USPSQD
 RN0785  HISTORY     - 20140501 MARK NOT FOUND   MNDT
 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 US POWER SQUADRON 2001
 RN0785'RECOVERED IN GOOD CONDITION.
 RN0785
 RN0785                          STATION RECOVERY (2014)
 RN0785
 RN0785'RECOVERY NOTE BY MN DEPT OF TRANSP 2014 (JJ)
 RN0785'AFTER A THOROUGH FIELD SEARCH MARK WAS NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DQ9766 ***********************************************************************
 DQ9766  DESIGNATION -  0980 V RESET
 DQ9766  PID         -  DQ9766
 DQ9766  STATE/COUNTY-  MN/CARLTON
 DQ9766  COUNTRY     -  US
 DQ9766  USGS QUAD   -  IVERSON (2019)
 DQ9766
 DQ9766                         *CURRENT SURVEY CONTROL
 DQ9766  ______________________________________________________________________
 DQ9766* NAD 83(1986) POSITION- 46 37 40.18   (N) 092 31 55.25   (W)   HD_HELD1
 DQ9766* NAVD 88 ORTHO HEIGHT -   360.073 (meters)     1181.34  (feet) ADJUSTED
 DQ9766  ______________________________________________________________________
 DQ9766  GEOID HEIGHT    -        -28.172 (meters)                     GEOID18
 DQ9766  DYNAMIC HEIGHT  -        360.099 (meters)     1181.42  (feet) COMP
 DQ9766  MODELED GRAVITY -    980,674.6   (mgal)                       NAVD 88
 DQ9766
 DQ9766  VERT ORDER      -  SECOND    CLASS I
 DQ9766
 DQ9766.The horizontal coordinates were determined by differentially corrected
 DQ9766.hand held GPS observations or other comparable positioning techniques
 DQ9766.and have an estimated accuracy of +/- 3 meters.
 DQ9766
 DQ9766.The orthometric height was determined by differential leveling and
 DQ9766.adjusted by the NATIONAL GEODETIC SURVEY
 DQ9766.in April 2021.
 DQ9766
 DQ9766.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ9766.GEOID18 height accuracy estimate available here.
 DQ9766
 DQ9766.Click photographs - Photos may exist for this station.
 DQ9766
 DQ9766.The dynamic height is computed by dividing the NAVD 88
 DQ9766.geopotential number by the normal gravity value computed on the
 DQ9766.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ9766.degrees latitude (g = 980.6199 gals.).
 DQ9766
 DQ9766.The modeled gravity was interpolated from observed gravity values.
 DQ9766
 DQ9766;                    North         East    Units  Estimated Accuracy
 DQ9766;SPC MN C     -   282,355.3     931,548.8     MT  (+/- 3 meters HH1 GPS) 
 DQ9766
 DQ9766_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWM3582563913(NAD 83)
 DQ9766
 DQ9766                          SUPERSEDED SURVEY CONTROL
 DQ9766
 DQ9766.No superseded survey control is available for this station.
 DQ9766
 DQ9766_MARKER: DV = VERTICAL CONTROL DISK
 DQ9766_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DQ9766_SP_SET: BRIDGE ABUTMENT
 DQ9766_STAMPING: 0980 V RESET 1983
 DQ9766_MARK LOGO: MNHD
 DQ9766_MAGNETIC: N = NO MAGNETIC MATERIAL
 DQ9766_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ9766_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DQ9766+SATELLITE: SATELLITE OBSERVATIONS - August 09, 2017
 DQ9766
 DQ9766  HISTORY     - Date     Condition        Report By
 DQ9766  HISTORY     - 19830401 MONUMENTED       MNHD
 DQ9766  HISTORY     - 20170809 GOOD             MNDT
 DQ9766
 DQ9766                          STATION DESCRIPTION
 DQ9766
 DQ9766'DESCRIBED BY MN DEPT OF TRANSP 2017 (KMS)
 DQ9766'THE MARK IS LOCATED ABOUT 5.5 MI (8.8 KM) SOUTHWEST OF CARLTON.
 DQ9766'
 DQ9766'TO REACH THE MARK IN THE SOUTHEAST ABUTMENT OF SOUTHBOUND INTERSTATE
 DQ9766'HIGHWAY 35 BRIDGE NUMBER 09823 OVER COUNTY ROAD 61 AND A RAILROAD, 3.5
 DQ9766'MI (5.6 KM) SOUTH ALONG INTERSTATE HIGHWAY 35 FROM THE JUNCTION OF
 DQ9766'INTERSTATE HIGHWAY 35 AND TRUNK HIGHWAY 210.
 DQ9766'
 DQ9766'THE MARK IS LOCATED JUNCTION IS 2.5 MI (4.0 KM) WEST OF CARLTON, AT
 DQ9766'INTERSTATE HIGHWAY 35 MILE POINT 231.70.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 RN0112 ***********************************************************************
 RN0112  DESIGNATION -  0980 W
 RN0112  PID         -  RN0112
 RN0112  STATE/COUNTY-  MN/CARLTON
 RN0112  COUNTRY     -  US
 RN0112  USGS QUAD   -  IVERSON (2019)
 RN0112
 RN0112                         *CURRENT SURVEY CONTROL
 RN0112  ______________________________________________________________________
 RN0112* NAD 83(1986) POSITION- 46 38 28.     (N) 092 31 20.     (W)   SCALED
 RN0112* NAVD 88 ORTHO HEIGHT -   363.226 (meters)     1191.68  (feet) ADJUSTED
 RN0112  ______________________________________________________________________
 RN0112  GEOID HEIGHT    -        -28.202 (meters)                     GEOID18
 RN0112  DYNAMIC HEIGHT  -        363.252 (meters)     1191.77  (feet) COMP
 RN0112  MODELED GRAVITY -    980,674.4   (mgal)                       NAVD 88
 RN0112
 RN0112  VERT ORDER      -  SECOND    CLASS I
 RN0112
 RN0112.The horizontal coordinates were scaled from a map and have
 RN0112.an estimated accuracy of +/- 6 seconds.
 RN0112
 RN0112.The orthometric height was determined by differential leveling and
 RN0112.adjusted by the NATIONAL GEODETIC SURVEY
 RN0112.in August 2003.
 RN0112
 RN0112.No vertical observational check was made to the station.
 RN0112
 RN0112.Significant digits in the geoid height do not necessarily reflect accuracy.
 RN0112.GEOID18 height accuracy estimate available here.
 RN0112
 RN0112.Click photographs - Photos may exist for this station.
 RN0112
 RN0112.The dynamic height is computed by dividing the NAVD 88
 RN0112.geopotential number by the normal gravity value computed on the
 RN0112.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RN0112.degrees latitude (g = 980.6199 gals.).
 RN0112
 RN0112.The modeled gravity was interpolated from observed gravity values.
 RN0112
 RN0112;                    North         East    Units  Estimated Accuracy
 RN0112;SPC MN C     -   283,850.      932,270.      MT  (+/- 180 meters Scaled)
 RN0112
 RN0112_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWM365653(NAD 83)
 RN0112
 RN0112                          SUPERSEDED SURVEY CONTROL
 RN0112
 RN0112  NAVD 88 (06/15/91)  363.185  (m)         1191.55   (f) SUPERSEDED  2 0
 RN0112  NGVD 29 (??/??/92)  363.089  (m)         1191.23   (f) ADJ UNCH    2 0
 RN0112
 RN0112.Superseded values are not recommended for survey control.
 RN0112
 RN0112.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RN0112.See file dsdata.pdf to determine how the superseded data were derived.
 RN0112
 RN0112_MARKER: DD = SURVEY DISK
 RN0112_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 RN0112_STAMPING: 0980 W LITTLE NO 2 1969
 RN0112_MARK LOGO: MNHD
 RN0112_PROJECTION: PROJECTING 8 CENTIMETERS
 RN0112_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 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       MNHD
 RN0112  HISTORY     - 1971     GOOD             MNDT
 RN0112  HISTORY     - 19990901 GOOD             MNDT
 RN0112  HISTORY     - 20140501 MARK NOT FOUND   MNDT
 RN0112
 RN0112                          STATION DESCRIPTION
 RN0112
 RN0112'DESCRIBED BY MN DEPT OF TRANSP 1971
 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, T17N, R48W.
 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.
 RN0112
 RN0112                          STATION RECOVERY (2014)
 RN0112
 RN0112'RECOVERY NOTE BY MN DEPT OF TRANSP 2014 (JJ)
 RN0112'AFTER A THOROUGH FIELD SEARCH MARK WAS NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 RN0105 ***********************************************************************
 RN0105  DESIGNATION -  0980 Y
 RN0105  PID         -  RN0105
 RN0105  STATE/COUNTY-  MN/CARLTON
 RN0105  COUNTRY     -  US
 RN0105  USGS QUAD   -  CLOQUET (2019)
 RN0105
 RN0105                         *CURRENT SURVEY CONTROL
 RN0105  ______________________________________________________________________
 RN0105* NAD 83(1986) POSITION- 46 39 11.4    (N) 092 29 38.6    (W)   HD_HELD2
 RN0105* NAVD 88 ORTHO HEIGHT -   348.251 (meters)     1142.55  (feet) ADJUSTED
 RN0105  ______________________________________________________________________
 RN0105  GEOID HEIGHT    -        -28.233 (meters)                     GEOID18
 RN0105  DYNAMIC HEIGHT  -        348.275 (meters)     1142.63  (feet) COMP
 RN0105  MODELED GRAVITY -    980,674.8   (mgal)                       NAVD 88
 RN0105
 RN0105  VERT ORDER      -  SECOND    CLASS I
 RN0105
 RN0105.The horizontal coordinates were established by autonomous hand held GPS
 RN0105.observations and have an estimated accuracy of +/- 10 meters.
 RN0105
 RN0105.The orthometric height was determined by differential leveling and
 RN0105.adjusted by the NATIONAL GEODETIC SURVEY
 RN0105.in April 2021.
 RN0105
 RN0105.Significant digits in the geoid height do not necessarily reflect accuracy.
 RN0105.GEOID18 height accuracy estimate available here.
 RN0105
 RN0105.Click photographs - Photos may exist for this station.
 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     -   285,235.      934,392.      MT  (+/- 10 meters HH2 GPS)
 RN0105
 RN0105_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWM3871266747(NAD 83)
 RN0105
 RN0105                          SUPERSEDED SURVEY CONTROL
 RN0105
 RN0105  NAVD 88 (06/15/91)  348.261  (m)         1142.59   (f) SUPERSEDED  2 0
 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
 RN0105.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RN0105.See file dsdata.pdf to determine how the superseded data were derived.
 RN0105
 RN0105_MARKER: DD = SURVEY DISK
 RN0105_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RN0105_STAMPING: 0980-Y 1970
 RN0105_MARK LOGO: MNHD
 RN0105_PROJECTION: FLUSH
 RN0105_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 RN0105_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RN0105+STABILITY: SURFACE MOTION
 RN0105_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 RN0105+SATELLITE: SATELLITE OBSERVATIONS - August 01, 2017
 RN0105
 RN0105  HISTORY     - Date     Condition        Report By
 RN0105  HISTORY     - 19700401 MONUMENTED       MNHD
 RN0105  HISTORY     - 1971     GOOD             MNDT
 RN0105  HISTORY     - 20010331 GOOD             NGS
 RN0105  HISTORY     - 20140501 GOOD             MNDT
 RN0105  HISTORY     - 20170801 GOOD             MNDT
 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.
 RN0105
 RN0105                          STATION RECOVERY (2014)
 RN0105
 RN0105'RECOVERY NOTE BY MN DEPT OF TRANSP 2014 (JJ)
 RN0105'IN CARLTON, 1.1 MI (1.8 KM) SOUTHWEST OF THE JUNCTION OF TRUNK HIGHWAY
 RN0105'210 AND INTERSTATE HIGHWAY 35 WEST OF CARLTON, AT INTERSTATE HIGHWAY
 RN0105'35 MILE POINT 234.35, 60 FT (18.3 M) SOUTHEAST OF NORTHBOUND
 RN0105'INTERSTATE HIGHWAY 35 AT STATION 6390+00, 17.4 FT (5.3 M) SOUTH OF
 RN0105'EAST LEG OF CROMWELL CARLTON EXIT 1 MI (1.6 KM) SIGN, 3 FT (0.9 M)
 RN0105'WEST OF A WITNESS POST.
 RN0105
 RN0105                          STATION RECOVERY (2017)
 RN0105
 RN0105'RECOVERY NOTE BY MN DEPT OF TRANSP 2017 (KDJ)
 RN0105'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DQ9759 ***********************************************************************
 DQ9759  DESIGNATION -  0980 Z 1
 DQ9759  PID         -  DQ9759
 DQ9759  STATE/COUNTY-  MN/CARLTON
 DQ9759  COUNTRY     -  US
 DQ9759  USGS QUAD   -  CLOQUET (2019)
 DQ9759
 DQ9759                         *CURRENT SURVEY CONTROL
 DQ9759  ______________________________________________________________________
 DQ9759* NAD 83(1986) POSITION- 46 39 39.30   (N) 092 28 51.13   (W)   HD_HELD1
 DQ9759* NAVD 88 ORTHO HEIGHT -   357.058 (meters)     1171.45  (feet) ADJUSTED
 DQ9759  ______________________________________________________________________
 DQ9759  GEOID HEIGHT    -        -28.252 (meters)                     GEOID18
 DQ9759  DYNAMIC HEIGHT  -        357.083 (meters)     1171.53  (feet) COMP
 DQ9759  MODELED GRAVITY -    980,675.0   (mgal)                       NAVD 88
 DQ9759
 DQ9759  VERT ORDER      -  SECOND    CLASS I
 DQ9759
 DQ9759.The horizontal coordinates were determined by differentially corrected
 DQ9759.hand held GPS observations or other comparable positioning techniques
 DQ9759.and have an estimated accuracy of +/- 3 meters.
 DQ9759
 DQ9759.The orthometric height was determined by differential leveling and
 DQ9759.adjusted by the NATIONAL GEODETIC SURVEY
 DQ9759.in April 2021.
 DQ9759
 DQ9759.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ9759.GEOID18 height accuracy estimate available here.
 DQ9759
 DQ9759.Click photographs - Photos may exist for this station.
 DQ9759
 DQ9759.The dynamic height is computed by dividing the NAVD 88
 DQ9759.geopotential number by the normal gravity value computed on the
 DQ9759.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ9759.degrees latitude (g = 980.6199 gals.).
 DQ9759
 DQ9759.The modeled gravity was interpolated from observed gravity values.
 DQ9759
 DQ9759;                    North         East    Units  Estimated Accuracy
 DQ9759;SPC MN C     -   286,118.7     935,382.2     MT  (+/- 3 meters HH1 GPS) 
 DQ9759
 DQ9759_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWM3971667614(NAD 83)
 DQ9759
 DQ9759                          SUPERSEDED SURVEY CONTROL
 DQ9759
 DQ9759.No superseded survey control is available for this station.
 DQ9759
 DQ9759_MARKER: DV = VERTICAL CONTROL DISK
 DQ9759_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DQ9759_SP_SET: BRIDGE ABUTMENT
 DQ9759_STAMPING: 0980 Z 1 1987
 DQ9759_MARK LOGO: MNDT
 DQ9759_MAGNETIC: N = NO MAGNETIC MATERIAL
 DQ9759_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ9759_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DQ9759+SATELLITE: SATELLITE OBSERVATIONS - August 10, 2017
 DQ9759
 DQ9759  HISTORY     - Date     Condition        Report By
 DQ9759  HISTORY     - 19870401 MONUMENTED       MNDT
 DQ9759  HISTORY     - 20170810 GOOD             MNDT
 DQ9759
 DQ9759                          STATION DESCRIPTION
 DQ9759
 DQ9759'DESCRIBED BY MN DEPT OF TRANSP 2017 (KDJ)
 DQ9759'THE MARK IS LOCATED ABOUT 2.4 MI (3.9 KM) WEST OF CARLTON.
 DQ9759'
 DQ9759'TO REACH THE MARK IN THE SOUTH ABUTMENT OF INTERSTATE HIGHWAY 35
 DQ9759'BRIDGE, AT THE JUNCTION OF A RAILROAD AND SOUTHBOUND INTERSTATE
 DQ9759'HIGHWAY 35, 0.2 MI (0.3 KM) SOUTH OF THE JUNCTION OF INTERSTATE
 DQ9759'HIGHWAY 35 AND TRUNK HIGHWAY 210, AT INTERSTATE HIGHWAY 35 MILE POINT
 DQ9759'235.22.
 DQ9759'
 DQ9759'THE MARK IS LOCATED 38.0 FT (11.6 M) EAST OF INTERSTATE HIGHWAY 35.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DQ9760 ***********************************************************************
 DQ9760  DESIGNATION -  0980 Z RESET
 DQ9760  PID         -  DQ9760
 DQ9760  STATE/COUNTY-  MN/CARLTON
 DQ9760  COUNTRY     -  US
 DQ9760  USGS QUAD   -  CLOQUET (2019)
 DQ9760
 DQ9760                         *CURRENT SURVEY CONTROL
 DQ9760  ______________________________________________________________________
 DQ9760* NAD 83(1986) POSITION- 46 39 39.23   (N) 092 28 48.32   (W)   HD_HELD1
 DQ9760* NAVD 88 ORTHO HEIGHT -   356.971 (meters)     1171.16  (feet) ADJUSTED
 DQ9760  ______________________________________________________________________
 DQ9760  GEOID HEIGHT    -        -28.252 (meters)                     GEOID18
 DQ9760  DYNAMIC HEIGHT  -        356.997 (meters)     1171.25  (feet) COMP
 DQ9760  MODELED GRAVITY -    980,675.1   (mgal)                       NAVD 88
 DQ9760
 DQ9760  VERT ORDER      -  SECOND    CLASS I
 DQ9760
 DQ9760.The horizontal coordinates were determined by differentially corrected
 DQ9760.hand held GPS observations or other comparable positioning techniques
 DQ9760.and have an estimated accuracy of +/- 3 meters.
 DQ9760
 DQ9760.The orthometric height was determined by differential leveling and
 DQ9760.adjusted by the NATIONAL GEODETIC SURVEY
 DQ9760.in April 2021.
 DQ9760
 DQ9760.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ9760.GEOID18 height accuracy estimate available here.
 DQ9760
 DQ9760.Click photographs - Photos may exist for this station.
 DQ9760
 DQ9760.The dynamic height is computed by dividing the NAVD 88
 DQ9760.geopotential number by the normal gravity value computed on the
 DQ9760.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ9760.degrees latitude (g = 980.6199 gals.).
 DQ9760
 DQ9760.The modeled gravity was interpolated from observed gravity values.
 DQ9760
 DQ9760;                    North         East    Units  Estimated Accuracy
 DQ9760;SPC MN C     -   286,117.9     935,442.0     MT  (+/- 3 meters HH1 GPS) 
 DQ9760
 DQ9760_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWM3977567613(NAD 83)
 DQ9760
 DQ9760                          SUPERSEDED SURVEY CONTROL
 DQ9760
 DQ9760.No superseded survey control is available for this station.
 DQ9760
 DQ9760_MARKER: DV = VERTICAL CONTROL DISK
 DQ9760_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DQ9760_SP_SET: BRIDGE ABUTMENT
 DQ9760_STAMPING: 0980 Z RESET 1987
 DQ9760_MARK LOGO: MNDT
 DQ9760_MAGNETIC: N = NO MAGNETIC MATERIAL
 DQ9760_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ9760_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DQ9760+SATELLITE: SATELLITE OBSERVATIONS - August 01, 2017
 DQ9760
 DQ9760  HISTORY     - Date     Condition        Report By
 DQ9760  HISTORY     - 19870401 MONUMENTED       MNDT
 DQ9760  HISTORY     - 20170801 GOOD             MNDT
 DQ9760
 DQ9760                          STATION DESCRIPTION
 DQ9760
 DQ9760'DESCRIBED BY MN DEPT OF TRANSP 2017 (KDJ)
 DQ9760'THE MARK IS LOCATED ABOUT 2.4 MI (3.9 KM) WEST OF CARLTON.
 DQ9760'
 DQ9760'TO REACH THE MARK IN THE SOUTH ABUTMENT OF INTERSTATE HIGHWAY 35
 DQ9760'BRIDGE NUMBER 9468, AT THE JUNCTION OF A RAILROAD AND NORTHBOUND
 DQ9760'INTERSTATE HIGHWAY 35, 0.2 MI (0.3 KM) SOUTH OF THE JUNCTION OF
 DQ9760'INTERSTATE HIGHWAY 35 AND TRUNK HIGHWAY 210, AT INTERSTATE HIGHWAY 35
 DQ9760'MILE POINT 235.26.
 DQ9760'
 DQ9760'THE MARK IS LOCATED 29.0 FT (8.8 M) EAST OF NORTHBOUND INTERSTATE
 DQ9760'HIGHWAY 35.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DP6678 ***********************************************************************
 DP6678  DESIGNATION -  099
 DP6678  PID         -  DP6678
 DP6678  STATE/COUNTY-  MN/TRAVERSE
 DP6678  COUNTRY     -  US
 DP6678  USGS QUAD   -  CHARLESVILLE (2019)
 DP6678
 DP6678                         *CURRENT SURVEY CONTROL
 DP6678  ______________________________________________________________________
 DP6678* NAD 83(2011) POSITION- 45 57 48.50872(N) 096 19 42.55092(W)   ADJUSTED
 DP6678* NAD 83(2011) ELLIP HT-   277.949 (meters)        (03/11/15)   ADJUSTED
 DP6678* NAD 83(2011) EPOCH   -  2010.00
 DP6678* NAVD 88 ORTHO HEIGHT -   304.6   (meters)      999.    (feet) GPS OBS
 DP6678  ______________________________________________________________________
 DP6678  NAVD 88 orthometric height was determined with geoid model    GEOID12A
 DP6678  GEOID HEIGHT    -        -26.597 (meters)                     GEOID12A
 DP6678  GEOID HEIGHT    -        -26.606 (meters)                     GEOID18
 DP6678  NAD 83(2011) X  -   -489,572.369 (meters)                     COMP
 DP6678  NAD 83(2011) Y  - -4,414,367.939 (meters)                     COMP
 DP6678  NAD 83(2011) Z  -  4,562,626.233 (meters)                     COMP
 DP6678  LAPLACE CORR    -          0.13  (seconds)                    DEFLEC18
 DP6678
 DP6678  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DP6678  Standards:
 DP6678         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DP6678            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DP6678  -------------------------------------------------------------------
 DP6678  NETWORK    1.05   1.06           0.50   0.31   0.54      0.14820358
 DP6678  -------------------------------------------------------------------
 DP6678  Click here for local accuracies and other accuracy information.
 DP6678
 DP6678.The horizontal coordinates were established by GPS observations
 DP6678.and adjusted by the MN DEPT OF TRANSP in March 2015.
 DP6678
 DP6678.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DP6678.been affixed to the stable North American tectonic plate. See 
 DP6678.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DP6678
 DP6678.The horizontal coordinates are valid at the epoch date displayed above
 DP6678.which is a decimal equivalence of Year/Month/Day.
 DP6678
 DP6678.The orthometric height was determined by GPS observations and a
 DP6678.high-resolution geoid model.
 DP6678
 DP6678.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP6678.GEOID18 height accuracy estimate available here.
 DP6678
 DP6678.Click photographs - Photos may exist for this station.
 DP6678
 DP6678.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DP6678
 DP6678.The Laplace correction was computed from DEFLEC18 derived deflections.
 DP6678
 DP6678.The ellipsoidal height was determined by GPS observations
 DP6678.and is referenced to NAD 83.
 DP6678
 DP6678. The following values were computed from the NAD 83(2011) position.
 DP6678
 DP6678;                    North         East     Units Scale Factor Converg.
 DP6678;SPC MN C     -   209,200.089   638,915.366   MT  0.99994292   -1 30 12.8
 DP6678;SPC MN C     -   686,350.63  2,096,174.83   sFT  0.99994292   -1 30 12.8
 DP6678;UTM  14      - 5,093,459.748   706,995.125   MT  1.00012677   +1 55 16.4
 DP6678
 DP6678!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DP6678!SPC MN C     -   0.99995643  x   0.99994292  =   0.99989935
 DP6678!UTM  14      -   0.99995643  x   1.00012677  =   1.00008319
 DP6678
 DP6678_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQR0699593459(NAD 83)
 DP6678
 DP6678                          SUPERSEDED SURVEY CONTROL
 DP6678
 DP6678.No superseded survey control is available for this station.
 DP6678
 DP6678_MARKER: DB = BENCH MARK DISK
 DP6678_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 DP6678+WITH SETTING: INFORMATION.
 DP6678_STAMPING: 099
 DP6678_MARK LOGO: BOISDE
 DP6678_PROJECTION: FLUSH
 DP6678_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DP6678_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DP6678_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP6678+SATELLITE: SATELLITE OBSERVATIONS - June 21, 2021
 DP6678
 DP6678  HISTORY     - Date     Condition        Report By
 DP6678  HISTORY     - 20100401 MONUMENTED       BOISDE
 DP6678  HISTORY     - 20130625 GOOD             MNDT
 DP6678  HISTORY     - 20210621 GOOD             MNDT
 DP6678
 DP6678                          STATION DESCRIPTION
 DP6678
 DP6678'DESCRIBED BY MN DEPT OF TRANSP 2013 (PXK)
 DP6678'2.9 MILES WEST ALONG COUNTY ROAD 18 FROM JUNCTION COUNTY ROAD 18 AND
 DP6678'TRUNK HIGHWAY 9 IN CHARLESVILLE, THEN 1.0 MILE NORTH ON COUNTY ROAD
 DP6678'13, 100.5 FEET SOUTH OF MINIMUM MAINTENANCE ROAD, 52.2 FEET SOUTH OF
 DP6678'POWER POLE, 41.5 FEET EAST OF COUNTY ROAD 13, 21.3 FEET NORTH OF POWER
 DP6678'POLE, 16.0 FEET SOUTH OF FIELD ENTRANCE, 19.0 FEET NORTH OF WITNESS
 DP6678'POST.  ROD DEPTH UNKNOWN.
 DP6678
 DP6678                          STATION RECOVERY (2021)
 DP6678
 DP6678'RECOVERY NOTE BY MN DEPT OF TRANSP 2021 (TJD)
 DP6678'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 QP1707 ***********************************************************************
 QP1707  DESIGNATION -  1 3
 QP1707  PID         -  QP1707
 QP1707  STATE/COUNTY-  MN/KANDIYOHI
 QP1707  COUNTRY     -  US
 QP1707  USGS QUAD   -  SOLOMON LAKE (2019)
 QP1707
 QP1707                         *CURRENT SURVEY CONTROL
 QP1707  ______________________________________________________________________
 QP1707* NAD 83(1986) POSITION- 45 08 26.     (N) 095 01 16.     (W)   SCALED
 QP1707* NAVD 88 ORTHO HEIGHT -   348.980 (meters)     1144.95  (feet) ADJUSTED
 QP1707  ______________________________________________________________________
 QP1707  GEOID HEIGHT    -        -26.791 (meters)                     GEOID18
 QP1707  DYNAMIC HEIGHT  -        348.954 (meters)     1144.86  (feet) COMP
 QP1707  MODELED GRAVITY -    980,532.1   (mgal)                       NAVD 88
 QP1707
 QP1707  VERT ORDER      -  SECOND    CLASS II
 QP1707
 QP1707.The horizontal coordinates were scaled from a map and have
 QP1707.an estimated accuracy of +/- 6 seconds.
 QP1707
 QP1707.The orthometric height was determined by differential leveling and
 QP1707.adjusted by the NATIONAL GEODETIC SURVEY
 QP1707.in June 1991.
 QP1707
 QP1707.Significant digits in the geoid height do not necessarily reflect accuracy.
 QP1707.GEOID18 height accuracy estimate available here.
 QP1707
 QP1707.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUL410005(NAD 83)
 QP1707
 QP1707                          SUPERSEDED SURVEY CONTROL
 QP1707
 QP1707.No superseded survey control is available for this station.
 QP1707
 QP1707_MARKER: DB = BENCH MARK DISK
 QP1707_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 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 = MARCH 21, 2026 06:05:54 EDT
 QP1623 ***********************************************************************
 QP1623  DESIGNATION -  1 4 119
 QP1623  PID         -  QP1623
 QP1623  STATE/COUNTY-  MN/KANDIYOHI
 QP1623  COUNTRY     -  US
 QP1623  USGS QUAD   -  SOLOMON LAKE (2019)
 QP1623
 QP1623                         *CURRENT SURVEY CONTROL
 QP1623  ______________________________________________________________________
 QP1623* NAD 83(1986) POSITION- 45 09 13.     (N) 095 01 11.     (W)   SCALED
 QP1623* NAVD 88 ORTHO HEIGHT -   354.476 (meters)     1162.98  (feet) ADJUSTED
 QP1623  ______________________________________________________________________
 QP1623  GEOID HEIGHT    -        -26.799 (meters)                     GEOID18
 QP1623  DYNAMIC HEIGHT  -        354.449 (meters)     1162.89  (feet) COMP
 QP1623  MODELED GRAVITY -    980,531.2   (mgal)                       NAVD 88
 QP1623
 QP1623  VERT ORDER      -  FIRST     CLASS II
 QP1623
 QP1623.The horizontal coordinates were scaled from a map and have
 QP1623.an estimated accuracy of +/- 6 seconds.
 QP1623
 QP1623.The orthometric height was determined by differential leveling and
 QP1623.adjusted by the NATIONAL GEODETIC SURVEY
 QP1623.in June 1991.
 QP1623
 QP1623.Significant digits in the geoid height do not necessarily reflect accuracy.
 QP1623.GEOID18 height accuracy estimate available here.
 QP1623
 QP1623.Click photographs - Photos may exist for this station.
 QP1623
 QP1623.The dynamic height is computed by dividing the NAVD 88
 QP1623.geopotential number by the normal gravity value computed on the
 QP1623.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QP1623.degrees latitude (g = 980.6199 gals.).
 QP1623
 QP1623.The modeled gravity was interpolated from observed gravity values.
 QP1623
 QP1623;                    North         East    Units  Estimated Accuracy
 QP1623;SPC MN S     -   339,800.      719,820.      MT  (+/- 180 meters Scaled)
 QP1623
 QP1623_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUL412019(NAD 83)
 QP1623
 QP1623                          SUPERSEDED SURVEY CONTROL
 QP1623
 QP1623.No superseded survey control is available for this station.
 QP1623
 QP1623_MARKER: DB = BENCH MARK DISK
 QP1623_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 QP1623_STAMPING: 1-4-119 1981
 QP1623_MARK LOGO: MNHD
 QP1623_PROJECTION: FLUSH
 QP1623_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 QP1623_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QP1623_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QP1623+SATELLITE: SATELLITE OBSERVATIONS - April 29, 2016
 QP1623
 QP1623  HISTORY     - Date     Condition        Report By
 QP1623  HISTORY     - 19810401 MONUMENTED       MNDT
 QP1623  HISTORY     - 19900803 GOOD             NGS
 QP1623  HISTORY     - 20011008 GOOD             MNDT
 QP1623  HISTORY     - 20080930 GOOD             MNDT
 QP1623  HISTORY     - 20160429 GOOD             MNDT
 QP1623
 QP1623                          STATION DESCRIPTION
 QP1623
 QP1623'DESCRIBED BY MN DEPT OF TRANSP 1981
 QP1623'IN WILLMAR.
 QP1623'THE MARK IS LOCATED ABOUT 0.5 MILE SOUTH ALONG NEW TRUNK HIGHWAY 71
 QP1623'FROM ITS JUNCTION WITH COUNTY ROAD 90 AND IS IN THE NW 1/4 OF SECTION
 QP1623'1, T119N, R35W.  THE MARKS 93.6 FEET NORTH-NORTHWEST OF HIGHWAY MILE
 QP1623'POST 126, 91.5 FEET WEST OF THE SOUTHBOUND HIGHWAY 71 CENTERLINE,
 QP1623'111.6 FEET SOUTHWEST OF THE CENTER OF THE 450 STATIONING STENCIL AND
 QP1623'0.1 FOOT EAST OF A STEEL WITNESS POST.  THE MARK, A STANDARD MNHD
 QP1623'BENCH MARK DISK STAMPED---1-4-119 1981---, IS SET IN THE TOP OF A
 QP1623'MAGNETIC CONCRETE POST THAT IS BURIED 3 INCHES BELOW GROUND LEVEL.
 QP1623
 QP1623                          STATION RECOVERY (1990)
 QP1623
 QP1623'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990
 QP1623'4.5 KM (2.8 MI) NORTHERLY ALONG U.S. HIGHWAY 71 BUSINESS AND STATE
 QP1623'HIGHWAY 23 FROM THE JUNCTION OF U.S HIGHWAY 12 IN WILLMAR, 0.8 KM
 QP1623'(0.5 MI) SOUTH OF THE INTERSECTION OF COUNTY ROAD 90, 27.9 M (91.5
 QP1623'FT) WEST OF THE CENTERLINE OF THE SOUTHBOUND LANES OF THE HIGHWAY,
 QP1623'2.0 M (6.6 FT) ABOVE THE LEVEL OF THE HIGHWAY, 0.2 M (0.7 FT) EAST OF
 QP1623'A WITNESS POST, AND THE MONUMENT IS 0.1 M (0.3 FT) BELOW THE GROUND
 QP1623'SURFACE.
 QP1623
 QP1623                          STATION RECOVERY (2001)
 QP1623
 QP1623'RECOVERY NOTE BY MN DEPT OF TRANSP 2001 (DAS)
 QP1623'RECOVERD AS DESCRIBED.
 QP1623
 QP1623                          STATION RECOVERY (2008)
 QP1623
 QP1623'RECOVERY NOTE BY MN DEPT OF TRANSP 2008 (MPP)
 QP1623'THE MARK IS 2.15 MI (3.5 KM) NORTH OF WILLMAR.
 QP1623'
 QP1623'TO REACH THE MARK GO 2.8 MI (4.5 KM) NORTH ALONG TRUNK HIGHWAY 71
 QP1623'BUSINESS ROUTE/TRUNK HIGHWAY 23  FROM THE JUNCTION OF TRUNK HIGHWAY
 QP1623'71/TRUNK HIGHWAY 23 AND TRUNK HIGHWAY 12 IN WILLMAR.
 QP1623'
 QP1623'IT IS 91.5 FT (27.9 M) WEST OF SOUTHBOUND TRUNK HIGHWAY 71, 0.5 MI
 QP1623'(0.8 KM) SOUTH OF THE JUNCTION OF NEW TRUNK HIGHWAY 71 AND COUNTY ROAD
 QP1623'90, 93.6 FT (28.5 M) NORTH-NORTHWEST OF MILEPOST 126, 92.40 FT (28.2
 QP1623'M) NORTHWEST OF STENCIL 203+300, 0.7 FT (0.2 M) EAST OF A WITNESS
 QP1623'POST.
 QP1623
 QP1623                          STATION RECOVERY (2016)
 QP1623
 QP1623'RECOVERY NOTE BY MN DEPT OF TRANSP 2016 (JL)
 QP1623'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 QP1696 ***********************************************************************
 QP1696  DESIGNATION -  1 5
 QP1696  PID         -  QP1696
 QP1696  STATE/COUNTY-  MN/KANDIYOHI
 QP1696  COUNTRY     -  US
 QP1696  USGS QUAD   -  SOLOMON LAKE (2019)
 QP1696
 QP1696                         *CURRENT SURVEY CONTROL
 QP1696  ______________________________________________________________________
 QP1696* NAD 83(1986) POSITION- 45 08 48.00   (N) 095 00 05.01   (W)   HD_HELD1
 QP1696* NAVD 88 ORTHO HEIGHT -   359.065 (meters)     1178.03  (feet) ADJUSTED
 QP1696  ______________________________________________________________________
 QP1696  GEOID HEIGHT    -        -26.806 (meters)                     GEOID18
 QP1696  DYNAMIC HEIGHT  -        359.038 (meters)     1177.94  (feet) COMP
 QP1696  MODELED GRAVITY -    980,529.6   (mgal)                       NAVD 88
 QP1696
 QP1696  VERT ORDER      -  SECOND    CLASS I
 QP1696
 QP1696.The horizontal coordinates were determined by differentially corrected
 QP1696.hand held GPS observations or other comparable positioning techniques
 QP1696.and have an estimated accuracy of +/- 3 meters.
 QP1696
 QP1696.The orthometric height was determined by differential leveling and
 QP1696.adjusted by the NATIONAL GEODETIC SURVEY
 QP1696.in June 1991.
 QP1696
 QP1696.Significant digits in the geoid height do not necessarily reflect accuracy.
 QP1696.GEOID18 height accuracy estimate available here.
 QP1696
 QP1696.Click photographs - Photos may exist for this station.
 QP1696
 QP1696.The dynamic height is computed by dividing the NAVD 88
 QP1696.geopotential number by the normal gravity value computed on the
 QP1696.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QP1696.degrees latitude (g = 980.6199 gals.).
 QP1696
 QP1696.The modeled gravity was interpolated from observed gravity values.
 QP1696
 QP1696;                    North         East    Units  Estimated Accuracy
 QP1696;SPC MN S     -   339,008.2     721,248.2     MT  (+/- 3 meters HH1 GPS) 
 QP1696
 QP1696_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUL4266201191(NAD 83)
 QP1696
 QP1696                          SUPERSEDED SURVEY CONTROL
 QP1696
 QP1696.No superseded survey control is available for this station.
 QP1696
 QP1696_MARKER: DB = BENCH MARK DISK
 QP1696_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QP1696_STAMPING: 1-5 1981
 QP1696_MARK LOGO: MNHD
 QP1696_PROJECTION: RECESSED 5 CENTIMETERS
 QP1696_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 QP1696_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QP1696+STABILITY: SURFACE MOTION
 QP1696_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 QP1696+SATELLITE: SATELLITE OBSERVATIONS - April 25, 2016
 QP1696
 QP1696  HISTORY     - Date     Condition        Report By
 QP1696  HISTORY     - 19810401 MONUMENTED       MNHD
 QP1696  HISTORY     - 20080927 GOOD             MNDT
 QP1696  HISTORY     - 20160425 GOOD             MNDT
 QP1696
 QP1696                          STATION DESCRIPTION
 QP1696
 QP1696'DESCRIBED BY MN HIGHWAY DEPT 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.
 QP1696
 QP1696                          STATION RECOVERY (2008)
 QP1696
 QP1696'RECOVERY NOTE BY MN DEPT OF TRANSP 2008 (MPP)
 QP1696'2.17 MI (3.5 KM) NORTHEAST OF WILLMAR, 1.5 MI (2.4 KM) NORTH ALONG
 QP1696'COUNTY ROAD 9  FROM THE JUNCTION OF COUNTY ROAD 9 AND TRUNK HIGHWAY 12
 QP1696'IN WILLMAR, 45 FT (13.7 M) WEST OF COUNTY ROAD 9, 109 FT (33.2 M)
 QP1696'NORTH OF NORTH END OF METAL CULVERT, 74 FT (22.6 M) SOUTH OF DRIVEWAY
 QP1696'NUMBER 2220, 35.3 FT (10.8 M) NORTHEAST OF 16 INCH LINDEN TREE, 31.3
 QP1696'FT (9.5 M) SOUTHEAST OF 14 INCH MAPLE TREE, 5.4 FT (1.6 M) NORTHWEST
 QP1696'OF CABLE POST, 0.7 FT (21 CM) NORTHEAST OF A WITNESS POST.
 QP1696
 QP1696                          STATION RECOVERY (2016)
 QP1696
 QP1696'RECOVERY NOTE BY MN DEPT OF TRANSP 2016 (JL)
 QP1696'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 SK0667 ***********************************************************************
 SK0667  DESIGNATION -  1 CER
 SK0667  PID         -  SK0667
 SK0667  STATE/COUNTY-  MN/CLEARWATER
 SK0667  COUNTRY     -  US
 SK0667  USGS QUAD   -  SHEVLIN (2019)
 SK0667
 SK0667                         *CURRENT SURVEY CONTROL
 SK0667  ______________________________________________________________________
 SK0667* NAD 83(1986) POSITION- 47 33 35.     (N) 095 16 46.     (W)   SCALED
 SK0667* NAVD 88 ORTHO HEIGHT -   453.172 (meters)     1486.78  (feet) ADJUSTED
 SK0667  ______________________________________________________________________
 SK0667  GEOID HEIGHT    -        -27.763 (meters)                     GEOID18
 SK0667  DYNAMIC HEIGHT  -        453.221 (meters)     1486.94  (feet) COMP
 SK0667  MODELED GRAVITY -    980,705.2   (mgal)                       NAVD 88
 SK0667
 SK0667  VERT ORDER      -  SECOND    CLASS 0
 SK0667
 SK0667.The horizontal coordinates were scaled from a map and have
 SK0667.an estimated accuracy of +/- 6 seconds.
 SK0667
 SK0667.The orthometric height was determined by differential leveling and
 SK0667.adjusted by the NATIONAL GEODETIC SURVEY
 SK0667.in June 1991.
 SK0667
 SK0667.Significant digits in the geoid height do not necessarily reflect accuracy.
 SK0667.GEOID18 height accuracy estimate available here.
 SK0667
 SK0667.Click photographs - Photos may exist for this station.
 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     -   220,120.      636,020.      MT  (+/- 180 meters Scaled)
 SK0667
 SK0667_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUN285698(NAD 83)
 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
 SK0667.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SK0667.See file dsdata.pdf to determine how the superseded data were derived.
 SK0667
 SK0667_MARKER: DD = SURVEY DISK
 SK0667_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 SK0667_STAMPING: 1 CER 1967
 SK0667_MARK LOGO: USGS
 SK0667_MAGNETIC: I = MARKER IS A STEEL ROD
 SK0667_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 SK0667_ROD/PIPE-DEPTH: 3.0 meters
 SK0667
 SK0667  HISTORY     - Date     Condition        Report By
 SK0667  HISTORY     - 1967     MONUMENTED       USGS
 SK0667  HISTORY     - 20041027 POOR             GEOCAC
 SK0667
 SK0667                          STATION DESCRIPTION
 SK0667
 SK0667'DESCRIBED BY US GEOLOGICAL SURVEY 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 = MARCH 21, 2026 06:05:54 EDT
 SK0665 ***********************************************************************
 SK0665  DESIGNATION -  1 CER RM 1
 SK0665  PID         -  SK0665
 SK0665  STATE/COUNTY-  MN/CLEARWATER
 SK0665  COUNTRY     -  US
 SK0665  USGS QUAD   -  SHEVLIN (2019)
 SK0665
 SK0665                         *CURRENT SURVEY CONTROL
 SK0665  ______________________________________________________________________
 SK0665* NAD 83(1986) POSITION- 47 33 35.     (N) 095 16 08.     (W)   SCALED
 SK0665* NAVD 88 ORTHO HEIGHT -   451.744 (meters)     1482.10  (feet) ADJUSTED
 SK0665  ______________________________________________________________________
 SK0665  GEOID HEIGHT    -        -27.776 (meters)                     GEOID18
 SK0665  DYNAMIC HEIGHT  -        451.793 (meters)     1482.26  (feet) COMP
 SK0665  MODELED GRAVITY -    980,705.2   (mgal)                       NAVD 88
 SK0665
 SK0665  VERT ORDER      -  SECOND    CLASS 0
 SK0665
 SK0665.The horizontal coordinates were scaled from a map and have
 SK0665.an estimated accuracy of +/- 6 seconds.
 SK0665
 SK0665.The orthometric height was determined by differential leveling and
 SK0665.adjusted by the NATIONAL GEODETIC SURVEY
 SK0665.in June 1991.
 SK0665
 SK0665.Significant digits in the geoid height do not necessarily reflect accuracy.
 SK0665.GEOID18 height accuracy estimate available here.
 SK0665
 SK0665.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUN293698(NAD 83)
 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
 SK0665.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SK0665.See file dsdata.pdf to determine how the superseded data were derived.
 SK0665
 SK0665_MARKER: H = DRILL HOLE
 SK0665_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 SK0665_SP_SET: IN METAL CULVERT
 SK0665_STAMPING: 1 CER RM 1
 SK0665_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SK0665
 SK0665  HISTORY     - Date     Condition        Report By
 SK0665  HISTORY     - 1967     MONUMENTED       USGS
 SK0665
 SK0665                          STATION DESCRIPTION
 SK0665
 SK0665'DESCRIBED BY US GEOLOGICAL SURVEY 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 = MARCH 21, 2026 06:05:54 EDT
 SK0666 ***********************************************************************
 SK0666  DESIGNATION -  1 CER RM 2
 SK0666  PID         -  SK0666
 SK0666  STATE/COUNTY-  MN/CLEARWATER
 SK0666  COUNTRY     -  US
 SK0666  USGS QUAD   -  SHEVLIN (2019)
 SK0666
 SK0666                         *CURRENT SURVEY CONTROL
 SK0666  ______________________________________________________________________
 SK0666* NAD 83(1986) POSITION- 47 33 35.     (N) 095 16 08.     (W)   SCALED
 SK0666* NAVD 88 ORTHO HEIGHT -   454.355 (meters)     1490.66  (feet) ADJUSTED
 SK0666  ______________________________________________________________________
 SK0666  GEOID HEIGHT    -        -27.776 (meters)                     GEOID18
 SK0666  DYNAMIC HEIGHT  -        454.404 (meters)     1490.82  (feet) COMP
 SK0666  MODELED GRAVITY -    980,705.2   (mgal)                       NAVD 88
 SK0666
 SK0666  VERT ORDER      -  SECOND    CLASS 0
 SK0666
 SK0666.The horizontal coordinates were scaled from a map and have
 SK0666.an estimated accuracy of +/- 6 seconds.
 SK0666
 SK0666.The orthometric height was determined by differential leveling and
 SK0666.adjusted by the NATIONAL GEODETIC SURVEY
 SK0666.in June 1991.
 SK0666
 SK0666.Significant digits in the geoid height do not necessarily reflect accuracy.
 SK0666.GEOID18 height accuracy estimate available here.
 SK0666
 SK0666.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUN293698(NAD 83)
 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
 SK0666.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SK0666.See file dsdata.pdf to determine how the superseded data were derived.
 SK0666
 SK0666_MARKER: S = SPIKE
 SK0666_SETTING: 33 = WOODEN OBJECT (DRIVEN IN A PILE, POLE, TREE OR STUMP)
 SK0666_SP_SET: IN ROOT OF ELM TREE
 SK0666_STAMPING: 1 CER RM 2
 SK0666_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SK0666
 SK0666  HISTORY     - Date     Condition        Report By
 SK0666  HISTORY     - 1967     MONUMENTED       USGS
 SK0666
 SK0666                          STATION DESCRIPTION
 SK0666
 SK0666'DESCRIBED BY US GEOLOGICAL SURVEY 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 = MARCH 21, 2026 06:05:54 EDT
 DG5400 ***********************************************************************
 DG5400  DESIGNATION -  1 DEM
 DG5400  PID         -  DG5400
 DG5400  STATE/COUNTY-  MN/TODD
 DG5400  COUNTRY     -  US
 DG5400  USGS QUAD   -  LINCOLN (2019)
 DG5400
 DG5400                         *CURRENT SURVEY CONTROL
 DG5400  ______________________________________________________________________
 DG5400* NAD 83(2011) POSITION- 46 14 57.54870(N) 094 44 27.75539(W)   ADJUSTED
 DG5400* NAD 83(2011) ELLIP HT-   361.115 (meters)        (06/27/12)   ADJUSTED
 DG5400* NAD 83(2011) EPOCH   -  2010.00
 DG5400* NAVD 88 ORTHO HEIGHT -   388.1   (meters)     1273.    (feet) GPS OBS
 DG5400  ______________________________________________________________________
 DG5400  NAVD 88 orthometric height was determined with geoid model    GEOID99
 DG5400  GEOID HEIGHT    -        -26.945 (meters)                     GEOID99
 DG5400  GEOID HEIGHT    -        -27.015 (meters)                     GEOID18
 DG5400  NAD 83(2011) X  -   -365,207.401 (meters)                     COMP
 DG5400  NAD 83(2011) Y  - -4,403,474.616 (meters)                     COMP
 DG5400  NAD 83(2011) Z  -  4,584,715.856 (meters)                     COMP
 DG5400  LAPLACE CORR    -         -2.75  (seconds)                    DEFLEC18
 DG5400
 DG5400  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DG5400  Standards:
 DG5400         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DG5400            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DG5400  -------------------------------------------------------------------
 DG5400  NETWORK    0.73   0.74           0.34   0.24   0.38     -0.09324916
 DG5400  -------------------------------------------------------------------
 DG5400  Click here for local accuracies and other accuracy information.
 DG5400
 DG5400.The horizontal coordinates were established by GPS observations
 DG5400.and adjusted by the National Geodetic Survey in June 2012.
 DG5400
 DG5400.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DG5400.been affixed to the stable North American tectonic plate. See 
 DG5400.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DG5400
 DG5400.The horizontal coordinates are valid at the epoch date displayed above
 DG5400.which is a decimal equivalence of Year/Month/Day.
 DG5400
 DG5400.The orthometric height was determined by GPS observations and a
 DG5400.high-resolution geoid model.
 DG5400
 DG5400.Significant digits in the geoid height do not necessarily reflect accuracy.
 DG5400.GEOID18 height accuracy estimate available here.
 DG5400
 DG5400.Click photographs - Photos may exist for this station.
 DG5400
 DG5400.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DG5400
 DG5400.The Laplace correction was computed from DEFLEC18 derived deflections.
 DG5400
 DG5400.The ellipsoidal height was determined by GPS observations
 DG5400.and is referenced to NAD 83.
 DG5400
 DG5400. The following values were computed from the NAD 83(2011) position.
 DG5400
 DG5400;                    North         East     Units Scale Factor Converg.
 DG5400;SPC MN C     -   238,974.139   762,136.536   MT  0.99992313   -0 21 18.8
 DG5400;SPC MN C     -   784,034.32  2,500,442.95   sFT  0.99992313   -0 21 18.8
 DG5400;UTM  15      - 5,123,222.297   365,794.659   MT  0.99982141   -1 15 28.2
 DG5400
 DG5400!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG5400!SPC MN C     -   0.99994339  x   0.99992313  =   0.99986653
 DG5400!UTM  15      -   0.99994339  x   0.99982141  =   0.99976481
 DG5400
 DG5400_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUM6579423222(NAD 83)
 DG5400
 DG5400                          SUPERSEDED SURVEY CONTROL
 DG5400
 DG5400  NAD 83(2007)-  46 14 57.54872(N)    094 44 27.75637(W) AD(2002.00) 0
 DG5400  ELLIP H (02/10/07)  361.151  (m)                       GP(2002.00)    
 DG5400  NAD 83(1996)-  46 14 57.54857(N)    094 44 27.75603(W) AD(       ) 1
 DG5400  ELLIP H (05/07/04)  361.180  (m)                       GP(       ) 4 1
 DG5400
 DG5400.Superseded values are not recommended for survey control.
 DG5400
 DG5400.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG5400.See file dsdata.pdf to determine how the superseded data were derived.
 DG5400
 DG5400_MARKER: DD = SURVEY DISK
 DG5400_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 DG5400_STAMPING: 1 DEM 1978
 DG5400_MARK LOGO: USGS
 DG5400_PROJECTION: RECESSED 10 CENTIMETERS
 DG5400_MAGNETIC: I = MARKER IS A STEEL ROD
 DG5400_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DG5400_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG5400+SATELLITE: SATELLITE OBSERVATIONS - December 12, 2022
 DG5400
 DG5400  HISTORY     - Date     Condition        Report By
 DG5400  HISTORY     - 1978     MONUMENTED       USGS
 DG5400  HISTORY     - 2003     GOOD             MNDT
 DG5400  HISTORY     - 20221212 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,
 DG5400
 DG5400                          STATION RECOVERY (2022)
 DG5400
 DG5400'RECOVERY NOTE BY MN DEPT OF TRANSP 2022 (ARH)
 DG5400'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DI4112 ***********************************************************************
 DI4112  DESIGNATION -  1 DHB
 DI4112  PID         -  DI4112
 DI4112  STATE/COUNTY-  MN/CLAY
 DI4112  COUNTRY     -  US
 DI4112  USGS QUAD   -  FELTON SW (2019)
 DI4112
 DI4112                         *CURRENT SURVEY CONTROL
 DI4112  ______________________________________________________________________
 DI4112* NAD 83(2011) POSITION- 47 07 19.48202(N) 096 41 23.36243(W)   ADJUSTED
 DI4112* NAD 83(2011) ELLIP HT-   244.344 (meters)        (06/27/12)   ADJUSTED
 DI4112* NAD 83(2011) EPOCH   -  2010.00
 DI4112* NAVD 88 ORTHO HEIGHT -   270.8   (meters)      888.    (feet) GPS OBS
 DI4112  ______________________________________________________________________
 DI4112  NAVD 88 orthometric height was determined with geoid model    GEOID03
 DI4112  GEOID HEIGHT    -        -26.394 (meters)                     GEOID03
 DI4112  GEOID HEIGHT    -        -26.435 (meters)                     GEOID18
 DI4112  NAD 83(2011) X  -   -506,507.817 (meters)                     COMP
 DI4112  NAD 83(2011) Y  - -4,318,314.984 (meters)                     COMP
 DI4112  NAD 83(2011) Z  -  4,651,189.139 (meters)                     COMP
 DI4112  LAPLACE CORR    -         -2.64  (seconds)                    DEFLEC18
 DI4112
 DI4112  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DI4112  Standards:
 DI4112         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DI4112            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DI4112  -------------------------------------------------------------------
 DI4112  NETWORK    0.66   1.71           0.31   0.21   0.87      0.04509028
 DI4112  -------------------------------------------------------------------
 DI4112  Click here for local accuracies and other accuracy information.
 DI4112
 DI4112.The horizontal coordinates were established by GPS observations
 DI4112.and adjusted by the National Geodetic Survey in June 2012.
 DI4112
 DI4112.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DI4112.been affixed to the stable North American tectonic plate. See 
 DI4112.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DI4112
 DI4112.The horizontal coordinates are valid at the epoch date displayed above
 DI4112.which is a decimal equivalence of Year/Month/Day.
 DI4112
 DI4112.The orthometric height was determined by GPS observations and a
 DI4112.high-resolution geoid model.
 DI4112
 DI4112.Significant digits in the geoid height do not necessarily reflect accuracy.
 DI4112.GEOID18 height accuracy estimate available here.
 DI4112
 DI4112.Click photographs - Photos may exist for this station.
 DI4112
 DI4112.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DI4112
 DI4112.The Laplace correction was computed from DEFLEC18 derived deflections.
 DI4112
 DI4112.The ellipsoidal height was determined by GPS observations
 DI4112.and is referenced to NAD 83.
 DI4112
 DI4112. The following values were computed from the NAD 83(2011) position.
 DI4112
 DI4112;                    North         East     Units Scale Factor Converg.
 DI4112;SPC MN C     -   338,723.336   614,886.133   MT  1.00001656   -1 45 53.8
 DI4112;SPC MN C     - 1,111,294.81  2,017,338.92   sFT  1.00001656   -1 45 53.8
 DI4112;UTM  14      - 5,221,319.785   675,228.644   MT  0.99997738   +1 41 36.0
 DI4112
 DI4112!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DI4112!SPC MN C     -   0.99996170  x   1.00001656  =   0.99997826
 DI4112!UTM  14      -   0.99996170  x   0.99997738  =   0.99993908
 DI4112
 DI4112_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPT7522821319(NAD 83)
 DI4112
 DI4112                          SUPERSEDED SURVEY CONTROL
 DI4112
 DI4112  NAD 83(2007)-  47 07 19.48197(N)    096 41 23.36319(W) AD(2002.00) 1
 DI4112  ELLIP H (07/07/11)  244.374  (m)                       GP(2002.00) 4 1
 DI4112  NAD 83(1996)-  47 07 19.48153(N)    096 41 23.36317(W) AD(       ) 1
 DI4112  ELLIP H (03/19/07)  244.384  (m)                       GP(       ) 4 1
 DI4112
 DI4112.Superseded values are not recommended for survey control.
 DI4112
 DI4112.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DI4112.See file dsdata.pdf to determine how the superseded data were derived.
 DI4112
 DI4112_MARKER: DD = SURVEY DISK
 DI4112_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 DI4112_STAMPING: 1 DHB 1965
 DI4112_MARK LOGO: USGS
 DI4112_PROJECTION: FLUSH
 DI4112_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DI4112_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DI4112_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DI4112+SATELLITE: SATELLITE OBSERVATIONS - August 21, 2013
 DI4112
 DI4112  HISTORY     - Date     Condition        Report By
 DI4112  HISTORY     - 19650401 MONUMENTED       USGS
 DI4112  HISTORY     - 20130821 GOOD             MNDT
 DI4112  HISTORY     - 20130821 GOOD             MNDT
 DI4112
 DI4112                          STATION DESCRIPTION
 DI4112
 DI4112'DESCRIBED BY US GEOLOGICAL SURVEY 1965
 DI4112'5.5 MILES SOUTHEAST OF PERLEY, 2.0 MILES SOUTH ALONG TRUNK HIGHWAY 75
 DI4112'FROM JUNCTION OF TRUNK HIGHWAY 75 AND COUNTY ROAD 39 IN PERLEY TO
 DI4112'COUNTY LINE, THEN 5.2 MILES EAST ON 210TH AVENUE NORTHWEST, THEN 2.0
 DI4112'MILES SOUTH OF 50TH STREET NORTH, 74 FEET SOUTH OF 190TH AVENUE NORTH,
 DI4112'48 FEET EAST OF 50TH STREET NORTH, 0.7 FEET NORTH OF FENCE POST, 1.3
 DI4112'FEET EAST OF WITNESS POST.
 DI4112
 DI4112                          STATION RECOVERY (2013)
 DI4112
 DI4112'RECOVERY NOTE BY MN DEPT OF TRANSP 2013 (DJS)
 DI4112'5.5 MI (8.8 KM) SOUTHEAST OF PERLEY, 2.0 MI (3.2 KM) SOUTH ALONG TRUNK
 DI4112'HIGHWAY 75  FROM THE JUNCTION OF TRUNK HIGHWAY 75 AND COUNTY ROAD 39
 DI4112'IN PERLEY, THEN 5.2 MI (8.4 KM) EAST ALONG 210TH AVENUE NORTHWEST, 2.0
 DI4112'MI (3.2 KM) SOUTH OF 50TH STREET NORTH, 74 FT (22.6 M) SOUTH OF 190TH
 DI4112'AVENUE NORTH, 48 FT (14.6 M) EAST OF 50TH STREET NORTH, 0.7 FT (21 CM)
 DI4112'NORTH OF A FENCE POST, 1.3 FT (0.4 M) EAST OF A WITNESS POST.
 DI4112
 DI4112                          STATION RECOVERY (2013)
 DI4112
 DI4112'RECOVERY NOTE BY MN DEPT OF TRANSP 2013 (KMS)
 DI4112'5.5 MI (8.8 KM) SOUTHEAST OF PERLEY, 2.0 MI (3.2 KM) SOUTH ALONG TRUNK
 DI4112'HIGHWAY 75  FROM THE JUNCTION OF TRUNK HIGHWAY 75 AND COUNTY ROAD 39
 DI4112'IN PERLEY, THEN 5.2 MI (8.4 KM) EAST ALONG 210TH AVENUE NORTHWEST, 2.0
 DI4112'MI (3.2 KM) SOUTH OF 50TH STREET NORTH, 74 FT (22.6 M) SOUTH OF 190TH
 DI4112'AVENUE NORTH, 48 FT (14.6 M) EAST OF 50TH STREET NORTH, 0.7 FT (21 CM)
 DI4112'NORTH OF A FENCE POST, 1.3 FT (0.4 M) EAST OF A WITNESS POST.  MNDT
 DI4112'CONSIDERS MARK UNSUITABLE FOR GEODETIC USE.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DE5998 ***********************************************************************
 DE5998  DESIGNATION -  1 DNB
 DE5998  PID         -  DE5998
 DE5998  STATE/COUNTY-  MN/PINE
 DE5998  COUNTRY     -  US
 DE5998  USGS QUAD   -  SANDSTONE SOUTH (2019)
 DE5998
 DE5998                         *CURRENT SURVEY CONTROL
 DE5998  ______________________________________________________________________
 DE5998* NAD 83(2011) POSITION- 46 00 43.01095(N) 092 48 31.47661(W)   ADJUSTED
 DE5998* NAD 83(2011) ELLIP HT-   283.402 (meters)        (06/27/12)   ADJUSTED
 DE5998* NAD 83(2011) EPOCH   -  2010.00
 DE5998* NAVD 88 ORTHO HEIGHT -   310.513 (meters)     1018.74  (feet) ADJUSTED
 DE5998  ______________________________________________________________________
 DE5998  GEOID HEIGHT    -        -27.110 (meters)                     GEOID18
 DE5998  NAD 83(2011) X  -   -217,450.235 (meters)                     COMP
 DE5998  NAD 83(2011) Y  - -4,432,230.595 (meters)                     COMP
 DE5998  NAD 83(2011) Z  -  4,566,373.837 (meters)                     COMP
 DE5998  LAPLACE CORR    -          9.13  (seconds)                    DEFLEC18
 DE5998  DYNAMIC HEIGHT  -        310.528 (meters)     1018.79  (feet) COMP
 DE5998  MODELED GRAVITY -    980,652.9   (mgal)                       NAVD 88
 DE5998
 DE5998  VERT ORDER      -  SECOND    CLASS I
 DE5998
 DE5998  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DE5998  Standards:
 DE5998         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DE5998            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DE5998  -------------------------------------------------------------------
 DE5998  NETWORK    0.73   0.65           0.33   0.26   0.33      0.03277548
 DE5998  -------------------------------------------------------------------
 DE5998  Click here for local accuracies and other accuracy information.
 DE5998
 DE5998.The horizontal coordinates were established by GPS observations
 DE5998.and adjusted by the National Geodetic Survey in June 2012.
 DE5998
 DE5998.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DE5998.been affixed to the stable North American tectonic plate. See 
 DE5998.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DE5998
 DE5998.The horizontal coordinates are valid at the epoch date displayed above
 DE5998.which is a decimal equivalence of Year/Month/Day.
 DE5998
 DE5998.The orthometric height was determined by differential leveling and
 DE5998.adjusted by the NATIONAL GEODETIC SURVEY
 DE5998.in September 2016.
 DE5998
 DE5998.Significant digits in the geoid height do not necessarily reflect accuracy.
 DE5998.GEOID18 height accuracy estimate available here.
 DE5998
 DE5998.Click photographs - Photos may exist for this station.
 DE5998
 DE5998.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DE5998
 DE5998.The Laplace correction was computed from DEFLEC18 derived deflections.
 DE5998
 DE5998.The ellipsoidal height was determined by GPS observations
 DE5998.and is referenced to NAD 83.
 DE5998
 DE5998.The dynamic height is computed by dividing the NAVD 88
 DE5998.geopotential number by the normal gravity value computed on the
 DE5998.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE5998.degrees latitude (g = 980.6199 gals.).
 DE5998
 DE5998.The modeled gravity was interpolated from observed gravity values.
 DE5998
 DE5998. The following values were computed from the NAD 83(2011) position.
 DE5998
 DE5998;                    North         East     Units Scale Factor Converg.
 DE5998;SPC MN C     -   213,489.333   911,607.352   MT  0.99993783   +1 02 33.3
 DE5998;SPC MN C     -   700,422.92  2,990,831.79   sFT  0.99993783   +1 02 33.3
 DE5998;UTM  15      - 5,095,392.721   514,806.244   MT  0.99960269   +0 08 15.4
 DE5998
 DE5998!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE5998!SPC MN C     -   0.99995557  x   0.99993783  =   0.99989341
 DE5998!UTM  15      -   0.99995557  x   0.99960269  =   0.99955828
 DE5998
 DE5998_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWL1480695392(NAD 83)
 DE5998
 DE5998                          SUPERSEDED SURVEY CONTROL
 DE5998
 DE5998  NAD 83(2007)-  46 00 43.01091(N)    092 48 31.47722(W) AD(2002.00) 0
 DE5998  ELLIP H (02/10/07)  283.435  (m)                       GP(2002.00)    
 DE5998  NAD 83(1996)-  46 00 43.01098(N)    092 48 31.47688(W) AD(       ) 1
 DE5998  ELLIP H (07/08/02)  283.475  (m)                       GP(       ) 3 2
 DE5998  NAVD 88 (03/27/06)  310.525  (m)         1018.78   (f) SUPERSEDED  2 1
 DE5998  NAVD 88             310.53   (m)         1018.8    (f) LEVELING    3  
 DE5998
 DE5998.Superseded values are not recommended for survey control.
 DE5998
 DE5998.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE5998.See file dsdata.pdf to determine how the superseded data were derived.
 DE5998
 DE5998_MARKER: DD = SURVEY 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: I = MARKER IS A STEEL ROD
 DE5998_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DE5998_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE5998+SATELLITE: SATELLITE OBSERVATIONS - November 20, 2019
 DE5998
 DE5998  HISTORY     - Date     Condition        Report By
 DE5998  HISTORY     - 19780401 MONUMENTED       USGS
 DE5998  HISTORY     - 19961223 GOOD             MNDT
 DE5998  HISTORY     - 19970409 GOOD             MNDT
 DE5998  HISTORY     - 20090601 GOOD             MNDT
 DE5998  HISTORY     - 20120828 GOOD             MNDT
 DE5998  HISTORY     - 20191120 GOOD             MNDT
 DE5998
 DE5998                          STATION DESCRIPTION
 DE5998
 DE5998'DESCRIBED BY MN DEPT OF TRANSP 1996 (DKH)
 DE5998'RECOVERED BY MINNESOTA DEPARTMENT OF TRANSPORTATION.  THE MARK WAS
 DE5998'RECOVERED IN GOOD CONDITION, 3.3 MI (5.3 KM) WEST OF THE JCT OF TH 48
 DE5998'AND CO RD 21 IN CLOVERDALE, 5.95 MI (9.58 KM) EAST OF THE JCT OF TH 35
 DE5998'AND TH 48 IN HINCKLEY, IN THE SE 1/4 OF SEC 24, TWP 41 N, RNG 20 W, 72
 DE5998'FT (21.9 M) NORTH OF TH 48, (TH 48 MP 5.95) 138 FT (42.1 M) EAST OF
 DE5998'DRIVEWAY NORTH, 5.6 FT (1.7 M) SOUTH OF FENCE, 108.3 FT (33.0 M) EAST
 DE5998'OF P-POLE, AND 0.7 FT (21.3 CM) SOUTH OF WIT POST.
 DE5998
 DE5998                          STATION RECOVERY (1997)
 DE5998
 DE5998'RECOVERY NOTE BY MN DEPT OF TRANSP 1997 (DKH)
 DE5998'THE MARK WAS RECOVERED AS DESCRIBED.  THE MARK IS 5.95 MI (9.58 KM)
 DE5998'EAST ALONG TH 48 FROM JCT OF TH 48 AND FAI 35 IN HINCKLEY, 3.3 MI (5.3
 DE5998'KM) WEST ALONG TH 48 FROM JCT OF TH 48 AND CO RD 21 AT CLOVERDALE, AT
 DE5998'TH 48 MP 5.95, 72 FT (21.9 M) NORTH OF TH 48, 138 FT (42.1 M) EAST OF
 DE5998'DRIVE NORTH, 108.3 FT (33.0 M) EAST OF P-POLE, 5.6 FT (1.7 M) SOUTH OF
 DE5998'FENCE, 0.7 FT (21.3 CM) SOUTH OF WIT POST, STA RECESSED 0.4 FT (12.2
 DE5998'CM) , AND MAGNETIC.
 DE5998
 DE5998                          STATION RECOVERY (2009)
 DE5998
 DE5998'RECOVERY NOTE BY MN DEPT OF TRANSP 2009 (WEF)
 DE5998'RECOVERED AS DESCRIBED.
 DE5998
 DE5998                          STATION RECOVERY (2012)
 DE5998
 DE5998'RECOVERY NOTE BY MN DEPT OF TRANSP 2012 (KMS)
 DE5998'5.95 MI (9.6 KM) EAST ALONG TRUNK HIGHWAY 48 FROM THE JUNCTION OF
 DE5998'TRUNK HIGHWAY 48 AND INTERSTATE HIGHWAY 35 IN HINCKLEY, 3.3 MI (5.3
 DE5998'KM) WEST ALONG TRUNK HIGHWAY 48 FROM THE JUNCTION OF TRUNK HIGHWAY 48
 DE5998'AND COUNTY ROAD 21 AT CLOVERDALE, AT TRUNK HIGHWAY 48 MILE POINT 5.95,
 DE5998'72.0 FT (21.9 M) NORTH OF TRUNK HIGHWAY 48, 138.0 FT (42.1 M) EAST OF
 DE5998'DRIVE NUMBER 32537 NORTH, 108.3 FT (33.0 M) EAST OF POWER POLE, 5.6 FT
 DE5998'(1.7 M) SOUTH OF A FENCE, 0.7 FT (21 CM) SOUTH OF A WITNESS POST.
 DE5998
 DE5998                          STATION RECOVERY (2019)
 DE5998
 DE5998'RECOVERY NOTE BY MN DEPT OF TRANSP 2019 (MPP)
 DE5998'5.95 MI (9.57 KM) EAST ALONG TRUNK HIGHWAY 48 FROM THE JUNCTION OF
 DE5998'TRUNK HIGHWAY 48 AND INTERSTATE HIGHWAY 35 IN HINCKLEY, 3.3 MI (5.3
 DE5998'KM) WEST ALONG TRUNK HIGHWAY 48 FROM THE JUNCTION OF TRUNK HIGHWAY 48
 DE5998'AND COUNTY ROAD 21 AT CLOVERDALE, AT TRUNK HIGHWAY 48 MILE POINT 5.95,
 DE5998'72.0 FT (21.9 M) NORTH OF TRUNK HIGHWAY 48, 138.0 FT (42.1 M) EAST OF
 DE5998'A DRIVE NUMBER 32537 NORTH, 108.3 FT (33.0 M) EAST OF A POWER POLE,
 DE5998'0.7 FT (21 CM) SOUTH OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DI2841 ***********************************************************************
 DI2841  DESIGNATION -  1 DNB
 DI2841  PID         -  DI2841
 DI2841  STATE/COUNTY-  MN/KOOCHICHING
 DI2841  COUNTRY     -  US
 DI2841  USGS QUAD   -  RIDGE NE (2019)
 DI2841
 DI2841                         *CURRENT SURVEY CONTROL
 DI2841  ______________________________________________________________________
 DI2841* NAD 83(1986) POSITION- 48 13 09.0    (N) 094 06 11.4    (W)   HD_HELD2
 DI2841* NAVD 88 ORTHO HEIGHT -   363.349 (meters)     1192.09  (feet) ADJUSTED
 DI2841  ______________________________________________________________________
 DI2841  GEOID HEIGHT    -        -29.018 (meters)                     GEOID18
 DI2841  DYNAMIC HEIGHT  -        363.424 (meters)     1192.33  (feet) COMP
 DI2841  MODELED GRAVITY -    980,806.3   (mgal)                       NAVD 88
 DI2841
 DI2841  VERT ORDER      -  SECOND    CLASS I
 DI2841
 DI2841.The horizontal coordinates were established by autonomous hand held GPS
 DI2841.observations and have an estimated accuracy of +/- 10 meters.
 DI2841
 DI2841.The orthometric height was determined by differential leveling and
 DI2841.adjusted by the NATIONAL GEODETIC SURVEY
 DI2841.in March 2007.
 DI2841
 DI2841.Significant digits in the geoid height do not necessarily reflect accuracy.
 DI2841.GEOID18 height accuracy estimate available here.
 DI2841
 DI2841.Click photographs - Photos may exist for this station.
 DI2841
 DI2841.The dynamic height is computed by dividing the NAVD 88
 DI2841.geopotential number by the normal gravity value computed on the
 DI2841.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DI2841.degrees latitude (g = 980.6199 gals.).
 DI2841
 DI2841.The modeled gravity was interpolated from observed gravity values.
 DI2841
 DI2841;                    North         East    Units  Estimated Accuracy
 DI2841;SPC MN N     -   291,612.      725,464.      MT  (+/- 10 meters HH2 GPS)
 DI2841
 DI2841_U.S. NATIONAL GRID SPATIAL ADDRESS: 15UVP1805841248(NAD 83)
 DI2841
 DI2841                          SUPERSEDED SURVEY CONTROL
 DI2841
 DI2841.No superseded survey control is available for this station.
 DI2841
 DI2841_MARKER: DD = SURVEY DISK
 DI2841_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DI2841_STAMPING: 1 DNB 1971
 DI2841_MARK LOGO: USGS
 DI2841_PROJECTION: FLUSH
 DI2841_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 DI2841_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DI2841+STABILITY: SURFACE MOTION
 DI2841_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DI2841+SATELLITE: SATELLITE OBSERVATIONS - 1971
 DI2841
 DI2841  HISTORY     - Date     Condition        Report By
 DI2841  HISTORY     - 1971     MONUMENTED       USGS
 DI2841
 DI2841                          STATION DESCRIPTION
 DI2841
 DI2841'DESCRIBED BY US GEOLOGICAL SURVEY 1971
 DI2841'15.2 MILES WEST ALONG COUNTY ROAD 30 FROM THE JUNCTION OF COUNTY ROAD
 DI2841'30 AND TRUNK HIGHWAY 71 IN BIG FALLS, 35 FEET SOUTH AND 112 FEET WEST
 DI2841'OF CROSSROADS, 1.0 FEET FROM WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 QP0956 ***********************************************************************
 QP0956  DESIGNATION -  1 DRL
 QP0956  PID         -  QP0956
 QP0956  STATE/COUNTY-  MN/DOUGLAS
 QP0956  COUNTRY     -  US
 QP0956  USGS QUAD   -  QUAM LAKE (2019)
 QP0956
 QP0956                         *CURRENT SURVEY CONTROL
 QP0956  ______________________________________________________________________
 QP0956* NAD 83(1986) POSITION- 45 59 56.10   (N) 095 43 49.04   (W)   HD_HELD1
 QP0956* NAVD 88 ORTHO HEIGHT -   418.531 (meters)     1373.13  (feet) ADJUSTED
 QP0956  ______________________________________________________________________
 QP0956  GEOID HEIGHT    -        -26.362 (meters)                     GEOID18
 QP0956  DYNAMIC HEIGHT  -        418.526 (meters)     1373.11  (feet) COMP
 QP0956  MODELED GRAVITY -    980,588.6   (mgal)                       NAVD 88
 QP0956
 QP0956  VERT ORDER      -  SECOND    CLASS I
 QP0956
 QP0956.The horizontal coordinates were determined by differentially corrected
 QP0956.hand held GPS observations or other comparable positioning techniques
 QP0956.and have an estimated accuracy of +/- 3 meters.
 QP0956
 QP0956.The orthometric height was determined by differential leveling and
 QP0956.adjusted by the NATIONAL GEODETIC SURVEY
 QP0956.in February 2018.
 QP0956
 QP0956.Significant digits in the geoid height do not necessarily reflect accuracy.
 QP0956.GEOID18 height accuracy estimate available here.
 QP0956
 QP0956.Click photographs - Photos may exist for this station.
 QP0956
 QP0956.The dynamic height is computed by dividing the NAVD 88
 QP0956.geopotential number by the normal gravity value computed on the
 QP0956.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QP0956.degrees latitude (g = 980.6199 gals.).
 QP0956
 QP0956.The modeled gravity was interpolated from observed gravity values.
 QP0956
 QP0956;                    North         East    Units  Estimated Accuracy
 QP0956;SPC MN C     -   212,097.0     685,343.4     MT  (+/- 3 meters HH1 GPS) 
 QP0956
 QP0956_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTL8858597551(NAD 83)
 QP0956
 QP0956                          SUPERSEDED SURVEY CONTROL
 QP0956
 QP0956  NAVD 88 (06/17/14)  418.533  (m)         1373.14   (f) SUPERSEDED  2 1
 QP0956  NAVD 88 (08/09/00)  418.528  (m)         1373.12   (f) SUPERSEDED  2 1
 QP0956  NAVD 88 (06/15/91)  418.520  (m)         1373.09   (f) SUPERSEDED  2 0
 QP0956  NGVD 29 (??/??/92)  418.327  (m)         1372.46   (f) ADJ UNCH    2 0
 QP0956
 QP0956.Superseded values are not recommended for survey control.
 QP0956
 QP0956.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QP0956.See file dsdata.pdf to determine how the superseded data were derived.
 QP0956
 QP0956_MARKER: DD = SURVEY DISK
 QP0956_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 QP0956_SP_SET: BRIDGE ABUTMENT
 QP0956_STAMPING: 1 DRL 1965
 QP0956_MARK LOGO: USGS
 QP0956_MAGNETIC: N = NO MAGNETIC MATERIAL
 QP0956_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QP0956_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 QP0956+SATELLITE: SATELLITE OBSERVATIONS - June 29, 2015
 QP0956
 QP0956  HISTORY     - Date     Condition        Report By
 QP0956  HISTORY     - 19650401 MONUMENTED       USGS
 QP0956  HISTORY     - 1967     GOOD             MNDT
 QP0956  HISTORY     - 19950207 GOOD             MNDT
 QP0956  HISTORY     - 20050105 GOOD             MNDT
 QP0956  HISTORY     - 20090715 POOR             MNDT
 QP0956  HISTORY     - 20150629 GOOD             MNDT
 QP0956
 QP0956                          STATION DESCRIPTION
 QP0956
 QP0956'DESCRIBED BY MN DEPT OF TRANSP 1967
 QP0956'2.0 MI W FROM EVANSVILLE.
 QP0956'MARK IS LOCATED IN THE NE 1/4, SECTION 8, T129N, R40W.  ABOUT 2.0
 QP0956'MILES WEST OF EVANSVILLE AT THE INTERCHANGE OF F.A.I. 94 AND T.H. 79.
 QP0956'MARK IS A STANDARD U.S.G.S. DISK, STAMPED 1 DRL 1965, SET IN THE
 QP0956'NORTHWEST CORNER ABUTMENT OF BRIDGE (NO. 21802) EASTBOUND OVER T.H.
 QP0956'79.
 QP0956
 QP0956                          STATION RECOVERY (1995)
 QP0956
 QP0956'RECOVERY NOTE BY MN DEPT OF TRANSP 1995 (WAS)
 QP0956'THE MARK WAS RECOVERED IN GOOD CONDITION AS PREVIOUSLY DESCRIBED.
 QP0956
 QP0956                          STATION RECOVERY (2005)
 QP0956
 QP0956'RECOVERY NOTE BY MN DEPT OF TRANSP 2005 (DAS)
 QP0956'RECOVERED AS DESCRIBED.
 QP0956
 QP0956                          STATION RECOVERY (2009)
 QP0956
 QP0956'RECOVERY NOTE BY MN DEPT OF TRANSP 2009 (KMS)
 QP0956'2.4 MILES WEST OF EVANSVILLE, 1.6 MILES SOUTHWEST ALONG COUNTY ROAD 41
 QP0956'FROM JUNCTION COUNTY ROAD 41 AND COUNTY ROAD 1 NORTHWEST IN
 QP0956'EVANSVILLE, THEN 114.0 FEET NORTH FROM JUNCTION OF COUNTY ROAD 41 AND
 QP0956'INTERSTATE HIGHWAY 94, AT INTERSTATE HIGHWAY 94 MILEPOINT 82.8, IN
 QP0956'NORTHWEST ABUTMENT OF EASTBOUND INTERSTATE HIGHWAY 94 BRIDGE NUMBER
 QP0956'21802 OVER TRUNK HIGHWAY 79.
 QP0956
 QP0956                          STATION RECOVERY (2015)
 QP0956
 QP0956'RECOVERY NOTE BY MN DEPT OF TRANSP 2015 (JMH)
 QP0956'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DO8566 ***********************************************************************
 DO8566  HT_MOD      -  This is a Height Modernization Survey Station.
 DO8566  DESIGNATION -  1 EAST
 DO8566  PID         -  DO8566
 DO8566  STATE/COUNTY-  MN/RED LAKE
 DO8566  COUNTRY     -  US
 DO8566  USGS QUAD   -  GULLY NW (2019)
 DO8566
 DO8566                         *CURRENT SURVEY CONTROL
 DO8566  ______________________________________________________________________
 DO8566* NAD 83(2011) POSITION- 47 54 22.77040(N) 095 42 34.86684(W)   ADJUSTED
 DO8566* NAD 83(2011) ELLIP HT-   326.742 (meters)        (07/09/13)   ADJUSTED
 DO8566* NAD 83(2011) EPOCH   -  2010.00
 DO8566* NAVD 88 ORTHO HEIGHT -   354.22  (meters)     1162.1   (feet) GPS OBS
 DO8566  ______________________________________________________________________
 DO8566  NAVD 88 orthometric height was determined with geoid model    GEOID12A
 DO8566  GEOID HEIGHT    -        -27.465 (meters)                     GEOID12A
 DO8566  GEOID HEIGHT    -        -27.465 (meters)                     GEOID18
 DO8566  NAD 83(2011) X  -   -426,173.701 (meters)                     COMP
 DO8566  NAD 83(2011) Y  - -4,262,419.180 (meters)                     COMP
 DO8566  NAD 83(2011) Z  -  4,710,143.030 (meters)                     COMP
 DO8566  LAPLACE CORR    -         -3.09  (seconds)                    DEFLEC18
 DO8566
 DO8566  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DO8566  Standards:
 DO8566         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DO8566            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DO8566  -------------------------------------------------------------------
 DO8566  NETWORK    0.81   1.39           0.37   0.28   0.71      0.07141573
 DO8566  -------------------------------------------------------------------
 DO8566  Click here for local accuracies and other accuracy information.
 DO8566
 DO8566.The horizontal coordinates were established by GPS observations
 DO8566.and adjusted by the MN DEPT OF TRANSP in July 2013.
 DO8566
 DO8566.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DO8566.been affixed to the stable North American tectonic plate. See 
 DO8566.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DO8566
 DO8566.The horizontal coordinates are valid at the epoch date displayed above
 DO8566.which is a decimal equivalence of Year/Month/Day.
 DO8566
 DO8566.The orthometric height was determined by GPS observations and a
 DO8566.high-resolution geoid model using precise GPS observation and
 DO8566.processing techniques.
 DO8566
 DO8566.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO8566.GEOID18 height accuracy estimate available here.
 DO8566
 DO8566.Click photographs - Photos may exist for this station.
 DO8566
 DO8566.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DO8566
 DO8566.The Laplace correction was computed from DEFLEC18 derived deflections.
 DO8566
 DO8566.The ellipsoidal height was determined by GPS observations
 DO8566.and is referenced to NAD 83.
 DO8566
 DO8566. The following values were computed from the NAD 83(2011) position.
 DO8566
 DO8566;                    North         East     Units Scale Factor Converg.
 DO8566;SPC MN N     -   259,638.785   604,954.891   MT  0.99990358   -1 56 03.7
 DO8566;SPC MN N     -   851,831.58  1,984,756.17   sFT  0.99990358   -1 56 03.7
 DO8566;UTM  15      - 5,309,443.034   297,511.587   MT  1.00010385   -2 00 41.0
 DO8566
 DO8566!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DO8566!SPC MN N     -   0.99994879  x   0.99990358  =   0.99985238
 DO8566!UTM  15      -   0.99994879  x   1.00010385  =   1.00005264
 DO8566
 DO8566_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTP9751109443(NAD 83)
 DO8566
 DO8566                          SUPERSEDED SURVEY CONTROL
 DO8566
 DO8566.No superseded survey control is available for this station.
 DO8566
 DO8566_MARKER: DD = SURVEY DISK
 DO8566_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DO8566_STAMPING: 1 EAST 2008
 DO8566_MARK LOGO: MN-125
 DO8566_PROJECTION: RECESSED 8 CENTIMETERS
 DO8566_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DO8566_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DO8566_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DO8566+SATELLITE: SATELLITE OBSERVATIONS - June 17, 2020
 DO8566_ROD/PIPE-DEPTH: 3.7 meters
 DO8566
 DO8566  HISTORY     - Date     Condition        Report By
 DO8566  HISTORY     - 20081028 MONUMENTED       MN-125
 DO8566  HISTORY     - 20120314 GOOD             MNDT
 DO8566  HISTORY     - 20200617 GOOD             MNDT
 DO8566
 DO8566                          STATION DESCRIPTION
 DO8566
 DO8566'DESCRIBED BY MN DEPT OF TRANSP 2012 (RA)
 DO8566'8.0 MILES NORTHEAST OF OKLEE, 4.6 MILES NORTH ALONG COUNTY ROAD 5 FROM
 DO8566'THE JUNCTION OF COUNTY ROAD 5 AND TRUNK HIGHWAY 222 IN OKLEE, THEN 7.0
 DO8566'MILES EAST ON COUNTY ROAD 1, 37.5 FEET WEST OF TOWNSHIP ROAD, 34.0
 DO8566'FEET SOUTH OF COUNTY ROAD 1, 110.0 FEET SOUTHWEST OF POWER POLE, 89.4
 DO8566'FEET WEST OF TELEPHONE PEDESTAL, 4.0 FEET WEST OF WITNESS POST.
 DO8566
 DO8566                          STATION RECOVERY (2020)
 DO8566
 DO8566'RECOVERY NOTE BY MN DEPT OF TRANSP 2020 (TJD)
 DO8566'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 PR0707 ***********************************************************************
 PR0707  DESIGNATION -  1 FMT
 PR0707  PID         -  PR0707
 PR0707  STATE/COUNTY-  MN/LYON
 PR0707  COUNTRY     -  US
 PR0707  USGS QUAD   -  SAINT LEO (2019)
 PR0707
 PR0707                         *CURRENT SURVEY CONTROL
 PR0707  ______________________________________________________________________
 PR0707* NAD 83(1996) POSITION- 44 37 48.38669(N) 096 00 40.99353(W)   ADJUSTED
 PR0707* NAVD 88 ORTHO HEIGHT -   349.6   (meters)     1147.    (feet) VERTCON3
 PR0707  ______________________________________________________________________
 PR0707  GEOID HEIGHT    -        -26.535 (meters)                     GEOID18
 PR0707  LAPLACE CORR    -         -5.88  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 PR0707.GEOID18 height accuracy estimate available here.
 PR0707
 PR0707.Click photographs - Photos may exist for this station.
 PR0707
 PR0707.The Laplace correction was computed from DEFLEC18 derived deflections.
 PR0707
 PR0707. The following values were computed from the NAD 83(1996) position.
 PR0707
 PR0707;                    North         East     Units Scale Factor Converg.
 PR0707;SPC MN S     -   283,087.251   640,419.571   MT  0.99992455   -1 24 35.4
 PR0707;SPC MN S     -   928,762.09  2,101,109.88   sFT  0.99992455   -1 24 35.4
 PR0707;UTM  14      - 4,946,206.850   737,060.547   MT  1.00029114   +2 06 02.0
 PR0707;UTM  15      - 4,946,273.361   261,132.953   MT  1.00030171   -2 06 59.7
 PR0707
 PR0707!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PR0707!SPC MN S     -   0.99994935  x   0.99992455  =   0.99987390
 PR0707!UTM  14      -   0.99994935  x   1.00029114  =   1.00024047
 PR0707!UTM  15      -   0.99994935  x   1.00030171  =   1.00025104
 PR0707
 PR0707_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQQ3706046206(NAD 83)
 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
 PR0707.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PR0707.See file dsdata.pdf to determine how the superseded data were derived.
 PR0707
 PR0707_MARKER: DB = BENCH MARK DISK
 PR0707_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PR0707_STAMPING: 1 FMT 1965 ET
 PR0707_MARK LOGO: USGS
 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 = MARCH 21, 2026 06:05:54 EDT
 DL2320 ***********************************************************************
 DL2320  DESIGNATION -  1 HEH
 DL2320  PID         -  DL2320
 DL2320  STATE/COUNTY-  MN/ROSEAU
 DL2320  COUNTRY     -  US
 DL2320  USGS QUAD   -  WARROAD SW (2019)
 DL2320
 DL2320                         *CURRENT SURVEY CONTROL
 DL2320  ______________________________________________________________________
 DL2320* NAD 83(2011) POSITION- 48 48 26.85412(N) 095 29 01.03640(W)   ADJUSTED
 DL2320* NAD 83(2011) ELLIP HT-   309.521 (meters)        (06/27/12)   ADJUSTED
 DL2320* NAD 83(2011) EPOCH   -  2010.00
 DL2320* NAVD 88 ORTHO HEIGHT -   337.9   (meters)     1109.    (feet) GPS OBS
 DL2320  ______________________________________________________________________
 DL2320  NAVD 88 orthometric height was determined with geoid model    GEOID03
 DL2320  GEOID HEIGHT    -        -28.314 (meters)                     GEOID03
 DL2320  GEOID HEIGHT    -        -28.357 (meters)                     GEOID18
 DL2320  NAD 83(2011) X  -   -402,195.595 (meters)                     COMP
 DL2320  NAD 83(2011) Y  - -4,189,513.790 (meters)                     COMP
 DL2320  NAD 83(2011) Z  -  4,776,716.986 (meters)                     COMP
 DL2320  LAPLACE CORR    -         -1.37  (seconds)                    DEFLEC18
 DL2320
 DL2320  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DL2320  Standards:
 DL2320         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DL2320            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DL2320  -------------------------------------------------------------------
 DL2320  NETWORK    0.93   0.76           0.40   0.35   0.39      0.21679893
 DL2320  -------------------------------------------------------------------
 DL2320  Click here for local accuracies and other accuracy information.
 DL2320
 DL2320.The horizontal coordinates were established by GPS observations
 DL2320.and adjusted by the National Geodetic Survey in June 2012.
 DL2320
 DL2320.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DL2320.been affixed to the stable North American tectonic plate. See 
 DL2320.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DL2320
 DL2320.The horizontal coordinates are valid at the epoch date displayed above
 DL2320.which is a decimal equivalence of Year/Month/Day.
 DL2320
 DL2320.The orthometric height was determined by GPS observations and a
 DL2320.high-resolution geoid model.
 DL2320
 DL2320.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL2320.GEOID18 height accuracy estimate available here.
 DL2320
 DL2320.Click photographs - Photos may exist for this station.
 DL2320
 DL2320.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DL2320
 DL2320.The Laplace correction was computed from DEFLEC18 derived deflections.
 DL2320
 DL2320.The ellipsoidal height was determined by GPS observations
 DL2320.and is referenced to NAD 83.
 DL2320
 DL2320. The following values were computed from the NAD 83(2011) position.
 DL2320
 DL2320;                    North         East     Units Scale Factor Converg.
 DL2320;SPC MN N     -   359,244.558   624,934.341   MT  1.00004722   -1 46 00.4
 DL2320;SPC MN N     - 1,178,621.52  2,050,305.42   sFT  1.00004722   -1 46 00.4
 DL2320;UTM  15      - 5,409,027.228   317,650.003   MT  1.00000852   -1 52 10.0
 DL2320
 DL2320!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DL2320!SPC MN N     -   0.99995150  x   1.00004722  =   0.99999871
 DL2320!UTM  15      -   0.99995150  x   1.00000852  =   0.99996001
 DL2320
 DL2320_U.S. NATIONAL GRID SPATIAL ADDRESS: 15UUQ1765009027(NAD 83)
 DL2320
 DL2320                          SUPERSEDED SURVEY CONTROL
 DL2320
 DL2320  NAD 83(2007)-  48 48 26.85423(N)    095 29 01.03718(W) AD(2002.00) 1
 DL2320  ELLIP H (04/01/09)  309.554  (m)                       GP(2002.00) 4 1
 DL2320
 DL2320.Superseded values are not recommended for survey control.
 DL2320
 DL2320.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL2320.See file dsdata.pdf to determine how the superseded data were derived.
 DL2320
 DL2320_MARKER: DD = SURVEY DISK
 DL2320_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL2320_STAMPING: 1 HEH 1966
 DL2320_MARK LOGO: USGS
 DL2320_PROJECTION: PROJECTING 5 CENTIMETERS
 DL2320_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DL2320_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DL2320+STABILITY: SURFACE MOTION
 DL2320_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL2320+SATELLITE: SATELLITE OBSERVATIONS - October 05, 2021
 DL2320
 DL2320  HISTORY     - Date     Condition        Report By
 DL2320  HISTORY     - 1966     MONUMENTED       USGS
 DL2320  HISTORY     - 20091001 GOOD             MNDT
 DL2320  HISTORY     - 20211005 GOOD             MNDT
 DL2320
 DL2320                          STATION DESCRIPTION
 DL2320
 DL2320'DESCRIBED BY MN DEPT OF TRANSP 2009 (DKH)
 DL2320'THE MARK WAS RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.
 DL2320'THE MARK IS 4.0 MILES SOUTH AND 4.0 MILES EAST OF SALOL, 3.9 MILES
 DL2320'SOUTH ALONG COUNTY ROAD 13 FROM THE JUNCTION OF COUNTY ROAD 13 AND
 DL2320'TRUNK HIGHWAY 11 AT MILEPOINT 81.1 (1 MILE EAST OF SALOL), THENCE 3.1
 DL2320'MILES EAST ALONG COUNTY ROAD 12, THENCE 0.8 MILE SOUTH ON COUNTY ROAD
 DL2320'126, 155 FEET NORTH OF ENTRANCE, 42 FEET WEST OF COUNTY ROAD 126, 4.3
 DL2320'FEET SOUTH OF WITNESS POST.
 DL2320
 DL2320                          STATION RECOVERY (2021)
 DL2320
 DL2320'RECOVERY NOTE BY MN DEPT OF TRANSP 2021 (KMS)
 DL2320'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 PR0814 ***********************************************************************
 PR0814  DESIGNATION -  1 JA
 PR0814  PID         -  PR0814
 PR0814  STATE/COUNTY-  MN/LINCOLN
 PR0814  COUNTRY     -  US
 PR0814  USGS QUAD   -  LAKE BENTON (2019)
 PR0814
 PR0814                         *CURRENT SURVEY CONTROL
 PR0814  ______________________________________________________________________
 PR0814* NAD 83(1996) POSITION- 44 15 19.30434(N) 096 15 01.31886(W)   ADJUSTED
 PR0814* NAVD 88 ORTHO HEIGHT -   567.6   (meters)     1862.    (feet) VERTCON3
 PR0814  ______________________________________________________________________
 PR0814  GEOID HEIGHT    -        -25.947 (meters)                     GEOID18
 PR0814  LAPLACE CORR    -         -4.69  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 PR0814.GEOID18 height accuracy estimate available here.
 PR0814
 PR0814.Click photographs - Photos may exist for this station.
 PR0814
 PR0814.The Laplace correction was computed from DEFLEC18 derived deflections.
 PR0814
 PR0814. The following values were computed from the NAD 83(1996) position.
 PR0814
 PR0814;                    North         East     Units Scale Factor Converg.
 PR0814;SPC MN S     -   241,958.422   620,317.685   MT  0.99993122   -1 34 38.4
 PR0814;SPC MN S     -   793,825.26  2,035,158.94   sFT  0.99993122   -1 34 38.4
 PR0814;UTM  14      - 4,903,913.073   719,504.028   MT  1.00019260   +1 55 10.6
 PR0814
 PR0814!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PR0814!SPC MN S     -   0.99991508  x   0.99993122  =   0.99984631
 PR0814!UTM  14      -   0.99991508  x   1.00019260  =   1.00010766
 PR0814
 PR0814:                Primary Azimuth Mark                     Grid Az
 PR0814:SPC MN S     -  HARDER                                   300 05 51.0
 PR0814:UTM  14      -  HARDER                                   296 36 02.0
 PR0814
 PR0814_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQQ1950403913(NAD 83)
 PR0814
 PR0814|---------------------------------------------------------------------|
 PR0814| PID    Reference Object                     Distance      Geod. Az  |
 PR0814|                                                           dddmmss.s |
 PR0814| PR0813 HARDER                              APPROX. 4.8 KM 2983112.6 |
 PR0814|---------------------------------------------------------------------|
 PR0814
 PR0814                          SUPERSEDED SURVEY CONTROL
 PR0814
 PR0814  NAD 83(1996)-  44 15 19.30439(N)    096 15 01.31808(W) AD(       ) 3
 PR0814  NAD 83(1986)-  44 15 19.30428(N)    096 15 01.30075(W) AD(       ) 3
 PR0814  NAD 27      -  44 15 19.42559(N)    096 15 00.15051(W) AD(       ) 3
 PR0814  NGVD 29 (07/19/86)  567.3    (m)         1861.     (f) VERT ANG       
 PR0814
 PR0814.Superseded values are not recommended for survey control.
 PR0814
 PR0814.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PR0814.See file dsdata.pdf to determine how the superseded data were derived.
 PR0814
 PR0814_MARKER: DB = BENCH MARK DISK
 PR0814_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PR0814_STAMPING: ET 1 JA 1961
 PR0814_MARK LOGO: USGS
 PR0814_PROJECTION: PROJECTING 10 CENTIMETERS
 PR0814_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 PR0814_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PR0814+STABILITY: SURFACE MOTION
 PR0814_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PR0814+SATELLITE: SATELLITE OBSERVATIONS - June 17, 2015
 PR0814
 PR0814  HISTORY     - Date     Condition        Report By
 PR0814  HISTORY     - 1961     MONUMENTED       USGS
 PR0814  HISTORY     - 1976     GOOD             MNDT
 PR0814  HISTORY     - 20150617 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, T109N, R45W.
 PR0814'
 PR0814'TO REACH THE STATION FROM THE JUNCTION OF TRUNK HIGHWAY 75 AND TRUNK
 PR0814'HIGHWAY 14 IN LAKE BENTON, GO EASTERLY ON TRUNK HIGHWAY 14 FOR 1.7
 PR0814'MILES TO COUNTY ROAD 8 ON THE RIGHT, TURN RIGHT AND GO SOUTH ON COUNTY
 PR0814'ROAD 8 FOR 0.55 MILE TO A ROAD ON THE LEFT, TURN LEFT AND GO EAST FOR
 PR0814'0.60 MILE TO A FARM ENTRANCE AND THE STATION 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.  IT IS 60 FEET SOUTH OF THE
 PR0814'CENTERLINE OF THE RAVEL ROAD, 54 FEET WEST OF THE CENTERLINE OF A FARM
 PR0814'ENTRANCE, 22.3 FEET SOUTH OF A FENCE CORNER, AND 0.6 FOOT EAST OF A
 PR0814'FENCELINE.
 PR0814'
 PR0814'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN 1-1/2 MILES SOUTHEAST
 PR0814'OF LAKE BENTON.
 PR0814
 PR0814                          STATION RECOVERY (2015)
 PR0814
 PR0814'RECOVERY NOTE BY MN DEPT OF TRANSP 2015 (KMS)
 PR0814'1.9 MI (3.1 KM) SOUTHEAST OF LAKE BENTON, 1.3 MI (2.1 KM) EAST ALONG
 PR0814'TRUNK HIGHWAY 14  FROM THE JUNCTION OF TRUNK HIGHWAY 14 AND TRUNK
 PR0814'HIGHWAY 75 IN LAKE BENTON, TO TRUNK HIGHWAY 14 MILE POINT 9.8, THEN
 PR0814'0.60 MI (1.0 KM) SOUTH ON COUNTY 108, THEN 0.50 MI (0.8 KM) EAST ON
 PR0814'140TH STREET, 60.0 FT (18.3 M) SOUTH OF 140TH STREET, 52.0 FT (15.8 M)
 PR0814'WEST OF FIELD ROAD, 22.3 FT (6.8 M) SOUTH OF A FENCE CORNER, 0.6 FT
 PR0814'(18 CM) EAST OF A FENCE LINE, 0.5 FT (15 CM) EAST OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 PQ1370 ***********************************************************************
 PQ1370  DESIGNATION -  1 JMK
 PQ1370  PID         -  PQ1370
 PQ1370  STATE/COUNTY-  MN/MURRAY
 PQ1370  COUNTRY     -  US
 PQ1370  USGS QUAD   -  HADLEY (2019)
 PQ1370
 PQ1370                         *CURRENT SURVEY CONTROL
 PQ1370  ______________________________________________________________________
 PQ1370* NAD 83(2011) POSITION- 44 03 56.16739(N) 095 45 11.28717(W)   ADJUSTED
 PQ1370* NAD 83(2011) ELLIP HT-   462.524 (meters)        (06/27/12)   ADJUSTED
 PQ1370* NAD 83(2011) EPOCH   -  2010.00
 PQ1370* NAVD 88 ORTHO HEIGHT -   489.139 (meters)     1604.78  (feet) ADJUSTED
 PQ1370  ______________________________________________________________________
 PQ1370  GEOID HEIGHT    -        -26.612 (meters)                     GEOID18
 PQ1370  NAD 83(2011) X  -   -460,187.508 (meters)                     COMP
 PQ1370  NAD 83(2011) Y  - -4,567,618.761 (meters)                     COMP
 PQ1370  NAD 83(2011) Z  -  4,413,653.825 (meters)                     COMP
 PQ1370  LAPLACE CORR    -         -2.87  (seconds)                    DEFLEC18
 PQ1370  DYNAMIC HEIGHT  -        489.033 (meters)     1604.44  (feet) COMP
 PQ1370  MODELED GRAVITY -    980,387.1   (mgal)                       NAVD 88
 PQ1370
 PQ1370  VERT ORDER      -  SECOND    CLASS I
 PQ1370
 PQ1370  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 PQ1370  Standards:
 PQ1370         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 PQ1370            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 PQ1370  -------------------------------------------------------------------
 PQ1370  NETWORK    0.41   0.73           0.19   0.14   0.37      0.01864807
 PQ1370  -------------------------------------------------------------------
 PQ1370  Click here for local accuracies and other accuracy information.
 PQ1370
 PQ1370.The horizontal coordinates were established by GPS observations
 PQ1370.and adjusted by the National Geodetic Survey in June 2012.
 PQ1370
 PQ1370.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 PQ1370.been affixed to the stable North American tectonic plate. See 
 PQ1370.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 PQ1370
 PQ1370.The horizontal coordinates are valid at the epoch date displayed above
 PQ1370.which is a decimal equivalence of Year/Month/Day.
 PQ1370
 PQ1370.The orthometric height was determined by differential leveling and
 PQ1370.adjusted by the NATIONAL GEODETIC SURVEY
 PQ1370.in June 1995.
 PQ1370
 PQ1370.Significant digits in the geoid height do not necessarily reflect accuracy.
 PQ1370.GEOID18 height accuracy estimate available here.
 PQ1370
 PQ1370.Click photographs - Photos may exist for this station.
 PQ1370
 PQ1370.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 PQ1370
 PQ1370.The Laplace correction was computed from DEFLEC18 derived deflections.
 PQ1370
 PQ1370.The ellipsoidal height was determined by GPS observations
 PQ1370.and is referenced to NAD 83.
 PQ1370
 PQ1370.The dynamic height is computed by dividing the NAVD 88
 PQ1370.geopotential number by the normal gravity value computed on the
 PQ1370.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PQ1370.degrees latitude (g = 980.6199 gals.).
 PQ1370
 PQ1370.The modeled gravity was interpolated from observed gravity values.
 PQ1370
 PQ1370. The following values were computed from the NAD 83(2011) position.
 PQ1370
 PQ1370;                    North         East     Units Scale Factor Converg.
 PQ1370;SPC MN S     -   219,906.992   659,560.392   MT  0.99995080   -1 13 43.8
 PQ1370;SPC MN S     -   721,478.19  2,163,907.72   sFT  0.99995080   -1 13 43.8
 PQ1370;UTM  15      - 4,882,844.857   279,510.289   MT  1.00019796   -1 54 55.9
 PQ1370
 PQ1370!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PQ1370!SPC MN S     -   0.99992748  x   0.99995080  =   0.99987828
 PQ1370!UTM  15      -   0.99992748  x   1.00019796  =   1.00012543
 PQ1370
 PQ1370_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTJ7951082844(NAD 83)
 PQ1370
 PQ1370                          SUPERSEDED SURVEY CONTROL
 PQ1370
 PQ1370  NAD 83(2007)-  44 03 56.16735(N)    095 45 11.28797(W) AD(2002.00) 1
 PQ1370  ELLIP H (07/06/11)  462.556  (m)                       GP(2002.00) 4 1
 PQ1370  NAD 83(1996)-  44 03 56.16686(N)    095 45 11.28732(W) AD(       ) 1
 PQ1370  ELLIP H (10/25/07)  462.603  (m)                       GP(       ) 4 1
 PQ1370  NAVD 88             489.14   (m)         1604.8    (f) LEVELING    3  
 PQ1370
 PQ1370.Superseded values are not recommended for survey control.
 PQ1370
 PQ1370.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PQ1370.See file dsdata.pdf to determine how the superseded data were derived.
 PQ1370
 PQ1370_MARKER: DB = BENCH MARK DISK
 PQ1370_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 PQ1370_STAMPING: 1 JMK 1966 1604
 PQ1370_MARK LOGO: USGS
 PQ1370_PROJECTION: FLUSH
 PQ1370_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 PQ1370_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PQ1370_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 PQ1370+SATELLITE: SATELLITE OBSERVATIONS - December 14, 2018
 PQ1370
 PQ1370  HISTORY     - Date     Condition        Report By
 PQ1370  HISTORY     - 1966     MONUMENTED       USGS
 PQ1370  HISTORY     - 19870824 GOOD             MNDT
 PQ1370  HISTORY     - 20060517 GOOD             MNDT
 PQ1370  HISTORY     - 20061018 GOOD             MNDT
 PQ1370  HISTORY     - 20150616 GOOD             MNDT
 PQ1370  HISTORY     - 20181214 GOOD             MNDT
 PQ1370
 PQ1370                          STATION DESCRIPTION
 PQ1370
 PQ1370'DESCRIBED BY MN DEPT OF TRANSP 1987
 PQ1370'THE MARK IS LOCATED ABOUT 5.5 MI (8.9 KM) NORTH OF THE TOWN OF
 PQ1370'SLAYTON, IN THE NE 1/4 OF SECTION 22, T107N, R41W, ON THE EAST
 PQ1370'RIGHT-OF-WAY OF TRUNK HIGHWAY 59 AT MILEPOINT 46.15 AND OPPOSITE A
 PQ1370'FIELD ENTRANCE.  THE MARK, A STANDARD USGS BENCH MARK DISK
 PQ1370'STAMPED---1 JMK 1966---, IS SET IN THE TOP OF A CONCRETE MONUMENT
 PQ1370'THAT IS FLUSH WITH THE SURFACE OF THE GROUND AND ABOUT LEVEL WITH THE
 PQ1370'HIGHWAY.  THE MARK IS 61.0 FT (18.6 M) EAST OF THE CENTERLINE OF
 PQ1370'TRUNK HIGHWAY 59, 17 FT (5.2 M) NORTH OF THE EXTENDED CENTER OF A
 PQ1370'FIELD ENTRANCE, 10.5 FT (3.2 M) EAST OF A STEEL CORNER FENCE POST
 PQ1370'WITH BRACES, 1.6 FT (0.5 M) SOUTH OF AN EAST-WEST FENCELINE, AND 0.8
 PQ1370'FT (24.4 CM) WEST OF A STEEL WITNESS POST.  STEEL ROD IN THE PRECAST
 PQ1370'CONCRETE MONUMENT MAKES THE MARK MAGNETIC.
 PQ1370
 PQ1370                          STATION RECOVERY (2006)
 PQ1370
 PQ1370'RECOVERY NOTE BY MN DEPT OF TRANSP 2006 (DM)
 PQ1370'RECOVERED AS DESCRIBED.
 PQ1370
 PQ1370                          STATION RECOVERY (2006)
 PQ1370
 PQ1370'RECOVERY NOTE BY MN DEPT OF TRANSP 2006 (MPP)
 PQ1370'5.5 MILES NORTH OF SLAYTON, 0.7 MILE SOUTH OF NORTH JUNCTION OF TRUNK
 PQ1370'HIGHWAY 59 AND TRUNK HIGHWAY 30, 61 FEET EAST OF TRUNK HIGHWAY 59 AT
 PQ1370'MILEPOINT 46.15, 17 FEET NORTH OF FIELD ENTRANCE EXTENDED, 10.5 FEET
 PQ1370'EAST OF CORNER FENCE POST, 1.6 FEET SOUTH OF FENCELINE, 0.8 FOOT WEST
 PQ1370'OF WITNESS POST.
 PQ1370
 PQ1370                          STATION RECOVERY (2015)
 PQ1370
 PQ1370'RECOVERY NOTE BY MN DEPT OF TRANSP 2015 (KMS)
 PQ1370'RECOVERED AS DESCRIBED.
 PQ1370
 PQ1370                          STATION RECOVERY (2018)
 PQ1370
 PQ1370'RECOVERY NOTE BY MN DEPT OF TRANSP 2018 (MPP)
 PQ1370'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 QO1163 ***********************************************************************
 QO1163  DESIGNATION -  1 KOS
 QO1163  PID         -  QO1163
 QO1163  STATE/COUNTY-  MN/HENNEPIN
 QO1163  COUNTRY     -  US
 QO1163  USGS QUAD   -  ROCKFORD (2019)
 QO1163
 QO1163                         *CURRENT SURVEY CONTROL
 QO1163  ______________________________________________________________________
 QO1163* NAD 83(1986) POSITION- 45 03 05.     (N) 093 44 46.     (W)   SCALED
 QO1163* NAVD 88 ORTHO HEIGHT -   293.029 (meters)      961.38  (feet) ADJUSTED
 QO1163  ______________________________________________________________________
 QO1163  GEOID HEIGHT    -        -27.619 (meters)                     GEOID18
 QO1163  DYNAMIC HEIGHT  -        293.005 (meters)      961.30  (feet) COMP
 QO1163  MODELED GRAVITY -    980,528.3   (mgal)                       NAVD 88
 QO1163
 QO1163  VERT ORDER      -  SECOND    CLASS I
 QO1163
 QO1163.The horizontal coordinates were scaled from a map and have
 QO1163.an estimated accuracy of +/- 6 seconds.
 QO1163
 QO1163.The orthometric height was determined by differential leveling and
 QO1163.adjusted by the NATIONAL GEODETIC SURVEY
 QO1163.in June 1991.
 QO1163
 QO1163.Significant digits in the geoid height do not necessarily reflect accuracy.
 QO1163.GEOID18 height accuracy estimate available here.
 QO1163
 QO1163.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK412889(NAD 83)
 QO1163
 QO1163                          SUPERSEDED SURVEY CONTROL
 QO1163
 QO1163.No superseded survey control is available for this station.
 QO1163
 QO1163_MARKER: DD = SURVEY DISK
 QO1163_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 QO1163+WITH SETTING: INTO GROUND
 QO1163_STAMPING: 1 KOS 1977
 QO1163_MARK LOGO: MNHD
 QO1163_PROJECTION: FLUSH
 QO1163_MAGNETIC: I = MARKER IS A STEEL ROD
 QO1163_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QO1163_ROD/PIPE-DEPTH: 2.44 meters
 QO1163
 QO1163  HISTORY     - Date     Condition        Report By
 QO1163  HISTORY     - 1977     MONUMENTED       MNHD
 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, THEN
 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 = MARCH 21, 2026 06:05:54 EDT
 DL1986 ***********************************************************************
 DL1986  DESIGNATION -  1 LMT RESET
 DL1986  PID         -  DL1986
 DL1986  STATE/COUNTY-  MN/AITKIN
 DL1986  COUNTRY     -  US
 DL1986  USGS QUAD   -  HILL CITY (2019)
 DL1986
 DL1986                         *CURRENT SURVEY CONTROL
 DL1986  ______________________________________________________________________
 DL1986* NAD 83(1986) POSITION- 46 56 49.51   (N) 093 36 09.47   (W)   HD_HELD1
 DL1986* NAVD 88 ORTHO HEIGHT -   386.839 (meters)     1269.15  (feet) ADJUSTED
 DL1986  ______________________________________________________________________
 DL1986  GEOID HEIGHT    -        -28.829 (meters)                     GEOID18
 DL1986  DYNAMIC HEIGHT  -        386.863 (meters)     1269.23  (feet) COMP
 DL1986  MODELED GRAVITY -    980,665.0   (mgal)                       NAVD 88
 DL1986
 DL1986  VERT ORDER      -  SECOND    CLASS I
 DL1986
 DL1986.The horizontal coordinates were determined by differentially corrected
 DL1986.hand held GPS observations or other comparable positioning techniques
 DL1986.and have an estimated accuracy of +/- 3 meters.
 DL1986
 DL1986.The orthometric height was determined by differential leveling and
 DL1986.adjusted by the NATIONAL GEODETIC SURVEY
 DL1986.in April 2021.
 DL1986
 DL1986.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL1986.GEOID18 height accuracy estimate available here.
 DL1986
 DL1986.Click photographs - Photos may exist for this station.
 DL1986
 DL1986.The dynamic height is computed by dividing the NAVD 88
 DL1986.geopotential number by the normal gravity value computed on the
 DL1986.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL1986.degrees latitude (g = 980.6199 gals.).
 DL1986
 DL1986.The modeled gravity was interpolated from observed gravity values.
 DL1986
 DL1986;                    North         East    Units  Estimated Accuracy
 DL1986;SPC MN C     -   316,619.3     849,283.3     MT  (+/- 3 meters HH1 GPS) 
 DL1986
 DL1986_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVM5413999460(NAD 83)
 DL1986
 DL1986                          SUPERSEDED SURVEY CONTROL
 DL1986
 DL1986  NAVD 88 (05/06/09)  386.849  (m)         1269.19   (f) SUPERSEDED  2 1
 DL1986
 DL1986.Superseded values are not recommended for survey control.
 DL1986
 DL1986.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL1986.See file dsdata.pdf to determine how the superseded data were derived.
 DL1986
 DL1986_MARKER: DB = BENCH MARK DISK
 DL1986_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 DL1986_STAMPING: 1 LMT 1969 RESET 1980
 DL1986_MARK LOGO: MNHD
 DL1986_PROJECTION: RECESSED 10 CENTIMETERS
 DL1986_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DL1986_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DL1986_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DL1986+SATELLITE: SATELLITE OBSERVATIONS - April 03, 2017
 DL1986
 DL1986  HISTORY     - Date     Condition        Report By
 DL1986  HISTORY     - 1980     MONUMENTED       MNDT
 DL1986  HISTORY     - 19970708 GOOD             MNDT
 DL1986  HISTORY     - 20170403 GOOD             MNDT
 DL1986
 DL1986                          STATION DESCRIPTION
 DL1986
 DL1986'DESCRIBED BY MN DEPT OF TRANSP 1997 (WAS)
 DL1986'THE STATION IS LOCATED ABOUT 7.2 MI (11.6 KM) EAST OF SHOVEL LAKE, 4.9
 DL1986'MI (7.9 KM) NORTHEAST OF SWATARA AND 3.2 MI (5.1 KM) SOUTH OF HILL
 DL1986'CITY, 2.7 MI (4.3 KM) SOUTH OF JCT OF TH 169 AND TH 200, 125 FT (38.1
 DL1986'M) EAST OF TH 169, AT TH 169 MP 284.3, 38 FT (11.6 M) NORTH OF 2
 DL1986'CONCRETE CULVERTS AT HILL RIVER, 10 FT (3.0 M) NORTH OF E-W TRAIL, 1.0
 DL1986'FT (0.3 M) NORTH OF WITNESS POST.
 DL1986
 DL1986                          STATION RECOVERY (2017)
 DL1986
 DL1986'RECOVERY NOTE BY MN DEPT OF TRANSP 2017 (MAS)
 DL1986'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DM2873 ***********************************************************************
 DM2873  HT_MOD      -  This is a Height Modernization Survey Station.
 DM2873  DESIGNATION -  1 RB
 DM2873  PID         -  DM2873
 DM2873  STATE/COUNTY-  MN/POPE
 DM2873  COUNTRY     -  US
 DM2873  USGS QUAD   -  STARBUCK NW (2019)
 DM2873
 DM2873                         *CURRENT SURVEY CONTROL
 DM2873  ______________________________________________________________________
 DM2873* NAD 83(2011) POSITION- 45 39 28.60178(N) 095 44 18.29728(W)   ADJUSTED
 DM2873* NAD 83(2011) ELLIP HT-   336.948 (meters)        (06/27/12)   ADJUSTED
 DM2873* NAD 83(2011) EPOCH   -  2010.00
 DM2873* NAVD 88 ORTHO HEIGHT -   363.02  (meters)     1191.0   (feet) GPS OBS
 DM2873  ______________________________________________________________________
 DM2873  NAVD 88 orthometric height was determined with an earlier geoid model
 DM2873  GEOID HEIGHT    -        -26.087 (meters)                     GEOID18
 DM2873  NAD 83(2011) X  -   -446,523.981 (meters)                     COMP
 DM2873  NAD 83(2011) Y  - -4,443,445.654 (meters)                     COMP
 DM2873  NAD 83(2011) Z  -  4,538,997.015 (meters)                     COMP
 DM2873  LAPLACE CORR    -          1.55  (seconds)                    DEFLEC18
 DM2873
 DM2873  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DM2873  Standards:
 DM2873         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DM2873            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DM2873  -------------------------------------------------------------------
 DM2873  NETWORK    0.33   0.41           0.15   0.11   0.21      0.11639226
 DM2873  -------------------------------------------------------------------
 DM2873  Click here for local accuracies and other accuracy information.
 DM2873
 DM2873.The horizontal coordinates were established by GPS observations
 DM2873.and adjusted by the National Geodetic Survey in June 2012.
 DM2873
 DM2873.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DM2873.been affixed to the stable North American tectonic plate. See 
 DM2873.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DM2873
 DM2873.The horizontal coordinates are valid at the epoch date displayed above
 DM2873.which is a decimal equivalence of Year/Month/Day.
 DM2873
 DM2873.The orthometric height was determined by GPS observations and a
 DM2873.high-resolution geoid model using precise GPS observation and
 DM2873.processing techniques.
 DM2873
 DM2873.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM2873.GEOID18 height accuracy estimate available here.
 DM2873
 DM2873.Click photographs - Photos may exist for this station.
 DM2873
 DM2873.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DM2873
 DM2873.The Laplace correction was computed from DEFLEC18 derived deflections.
 DM2873
 DM2873.The ellipsoidal height was determined by GPS observations
 DM2873.and is referenced to NAD 83.
 DM2873
 DM2873. The following values were computed from the NAD 83(2011) position.
 DM2873
 DM2873;                    North         East     Units Scale Factor Converg.
 DM2873;SPC MN C     -   174,218.628   684,001.831   MT  0.99999131   -1 04 36.1
 DM2873;SPC MN C     -   571,582.28  2,244,096.01   sFT  0.99999131   -1 04 36.1
 DM2873;UTM  15      - 5,059,691.551   286,657.081   MT  1.00015961   -1 57 33.1
 DM2873
 DM2873!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DM2873!SPC MN C     -   0.99994718  x   0.99999131  =   0.99993849
 DM2873!UTM  15      -   0.99994718  x   1.00015961  =   1.00010678
 DM2873
 DM2873_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTL8665759691(NAD 83)
 DM2873
 DM2873                          SUPERSEDED SURVEY CONTROL
 DM2873
 DM2873  NAD 83(2007)-  45 39 28.60158(N)    095 44 18.29803(W) AD(2002.00) 1
 DM2873  ELLIP H (08/27/10)  336.983  (m)                       GP(2002.00) 3 1
 DM2873  NAVD 88 (08/27/10)  363.03   (m)  GEOID03  model used  GPS OBS        
 DM2873
 DM2873.Superseded values are not recommended for survey control.
 DM2873
 DM2873.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DM2873.See file dsdata.pdf to determine how the superseded data were derived.
 DM2873
 DM2873_MARKER: DB = BENCH MARK DISK
 DM2873_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DM2873_STAMPING: 1 RB 1966 1190
 DM2873_MARK LOGO: USGS
 DM2873_PROJECTION: PROJECTING 23 CENTIMETERS
 DM2873_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT
 DM2873_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DM2873+STABILITY: SURFACE MOTION
 DM2873_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DM2873+SATELLITE: SATELLITE OBSERVATIONS - June 08, 2021
 DM2873
 DM2873  HISTORY     - Date     Condition        Report By
 DM2873  HISTORY     - 19660401 MONUMENTED       USGS
 DM2873  HISTORY     - 20090806 GOOD             MNDT
 DM2873  HISTORY     - 20210608 GOOD             MNDT
 DM2873
 DM2873                          STATION DESCRIPTION
 DM2873
 DM2873'DESCRIBED BY MN DEPT OF TRANSP 2009 (MPP)
 DM2873'THE MARK WAS RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.
 DM2873'THE MARK IS 3.0 MILES NORTH OF CYRUS, 3.0 MILES NORTH ALONG COUNTY
 DM2873'ROAD 3 FROM WEST JUNCTION OF COUNTY ROAD 3 AND TRUNK HIGHWAY 28 IN
 DM2873'CYRUS, 46 FEET SOUTH OF 170TH STREET, 49 FEET WEST OF COUNTY ROAD 3 AT
 DM2873'COUNTY ROAD 24 EAST, 0.3 FOOT SOUTH OF ORANGE WITNESS POST.
 DM2873
 DM2873                          STATION RECOVERY (2021)
 DM2873
 DM2873'RECOVERY NOTE BY MN DEPT OF TRANSP 2021 (KMS)
 DM2873'3.0 MI (4.8 KM) NORTH OF CYRUS, 3.0 MI (4.8 KM) NORTH ALONG COUNTY
 DM2873'ROAD 3 FROM THE WEST JUNCTION OF COUNTY ROAD 3 AND TRUNK HIGHWAY 28 IN
 DM2873'CYRUS, 46.0 FT (14.0 M) SOUTH OF 170TH STREET, 49.0 FT (14.9 M) WEST
 DM2873'OF COUNTY ROAD 3, 1.0 FT (0.3 M) SOUTH OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DI8230 ***********************************************************************
 DI8230  DESIGNATION -  1 RDS
 DI8230  PID         -  DI8230
 DI8230  STATE/COUNTY-  MN/FILLMORE
 DI8230  COUNTRY     -  US
 DI8230  USGS QUAD   -  CHATFIELD (2019)
 DI8230
 DI8230                         *CURRENT SURVEY CONTROL
 DI8230  ______________________________________________________________________
 DI8230* NAD 83(1986) POSITION- 43 45 45.40   (N) 092 08 03.59   (W)   HD_HELD1
 DI8230* NAVD 88 ORTHO HEIGHT -   384.207 (meters)     1260.52  (feet) ADJUSTED
 DI8230  ______________________________________________________________________
 DI8230  GEOID HEIGHT    -        -30.084 (meters)                     GEOID18
 DI8230  DYNAMIC HEIGHT  -        384.126 (meters)     1260.25  (feet) COMP
 DI8230  MODELED GRAVITY -    980,398.8   (mgal)                       NAVD 88
 DI8230
 DI8230  VERT ORDER      -  SECOND    CLASS I
 DI8230
 DI8230.The horizontal coordinates were determined by differentially corrected
 DI8230.hand held GPS observations or other comparable positioning techniques
 DI8230.and have an estimated accuracy of +/- 3 meters.
 DI8230
 DI8230.The orthometric height was determined by differential leveling and
 DI8230.adjusted by the NATIONAL GEODETIC SURVEY
 DI8230.in January 2008.
 DI8230
 DI8230.Significant digits in the geoid height do not necessarily reflect accuracy.
 DI8230.GEOID18 height accuracy estimate available here.
 DI8230
 DI8230.Click photographs - Photos may exist for this station.
 DI8230
 DI8230.The dynamic height is computed by dividing the NAVD 88
 DI8230.geopotential number by the normal gravity value computed on the
 DI8230.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DI8230.degrees latitude (g = 980.6199 gals.).
 DI8230
 DI8230.The modeled gravity was interpolated from observed gravity values.
 DI8230
 DI8230;                    North         East    Units  Estimated Accuracy
 DI8230;SPC MN S     -   186,450.6     950,221.2     MT  (+/- 3 meters HH1 GPS) 
 DI8230
 DI8230_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWJ6968045871(NAD 83)
 DI8230
 DI8230                          SUPERSEDED SURVEY CONTROL
 DI8230
 DI8230.No superseded survey control is available for this station.
 DI8230
 DI8230_MARKER: DB = BENCH MARK DISK
 DI8230_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DI8230_STAMPING: 1952 1 RDS
 DI8230_MARK LOGO: USGS
 DI8230_PROJECTION: PROJECTING 15 CENTIMETERS
 DI8230_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DI8230_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DI8230+STABILITY: SURFACE MOTION
 DI8230_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DI8230+SATELLITE: SATELLITE OBSERVATIONS - April 12, 2023
 DI8230
 DI8230  HISTORY     - Date     Condition        Report By
 DI8230  HISTORY     - 19500401 MONUMENTED       USGS
 DI8230  HISTORY     - 19910612 GOOD             MNDT
 DI8230  HISTORY     - 20130415 GOOD             MNDT
 DI8230  HISTORY     - 20201207 GOOD             MNDT
 DI8230  HISTORY     - 20230412 POOR             MNDT
 DI8230
 DI8230                          STATION DESCRIPTION
 DI8230
 DI8230'DESCRIBED BY MN DEPT OF TRANSP 1991 (HTS)
 DI8230'THE MARK IS 1.5 MI (2.4 KM) NORTH OF FOUNTAIN,
 DI8230'
 DI8230'2.0 MI (3.2 KM) NORTH ALONG TH-52 FROM ITS JUNCTION WITH TH-80, IN THE
 DI8230'SOUTHEAST 1/4 OF SECTION 34, T104N, R11W,
 DI8230'
 DI8230'47.5 FT (14.5 M) WEST OF AND 4.0 FT (1.2 M) HIGHER THAN THE CENTERLINE
 DI8230'OF TH-52 AT MILEPOST 26.85, 2.0 FT (0.6 M) WEST OF STEEL WITNESS POST,
 DI8230'AND 0.5 FT (15.2 CM) ABOVE THE GROUND.
 DI8230
 DI8230                          STATION RECOVERY (2013)
 DI8230
 DI8230'RECOVERY NOTE BY MN DEPT OF TRANSP 2013 (JBG)
 DI8230'THE STATION IS LOCATED ABOUT 6.9 MI (11.1 KM) NORTH-NORTHWEST OF
 DI8230'PRESTON, 6.3 MI (10.1 KM) SOUTH-SOUTHEAST OF CHATFIELD AND 1.6 MI (2.6
 DI8230'KM) NORTH OF FOUNTAIN.
 DI8230'
 DI8230'1.6 MILES NORTH OF FOUNTAIN, 1.2 MI (1.9 KM) NORTH ALONG TRUNK HIGHWAY
 DI8230'52  FROM THE JUNCTION OF TRUNK HIGHWAY 52 AND FIRST STREET, AT TRUNK
 DI8230'HIGHWAY 52 MILE POINT 26.8.
 DI8230'
 DI8230'IT IS 653.0 FT (199.0 M) NORTH OF CROSSROADS, 84.0 FT (25.6 M) NORTH
 DI8230'OF A FIELD ENTRANCE WEST, 73.2 FT (22.3 M) NORTH-NORTHWEST OF NORTH
 DI8230'END OF METAL CULVERT, 47.2 FT (14.4 M) WEST OF TRUNK HIGHWAY 52, 2.0
 DI8230'FT (0.6 M) WEST OF A WITNESS POST.
 DI8230
 DI8230                          STATION RECOVERY (2020)
 DI8230
 DI8230'RECOVERY NOTE BY MN DEPT OF TRANSP 2020 (KMS)
 DI8230'THE SURVEY MARK IS TIPPED.
 DI8230
 DI8230                          STATION RECOVERY (2023)
 DI8230
 DI8230'RECOVERY NOTE BY MN DEPT OF TRANSP 2023 (KMS)
 DI8230'MARK RECOVERED IN POOR CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DL5949 ***********************************************************************
 DL5949  DESIGNATION -  1 RDS
 DL5949  PID         -  DL5949
 DL5949  STATE/COUNTY-  MN/DAKOTA
 DL5949  COUNTRY     -  US
 DL5949  USGS QUAD   -  INVER GROVE HEIGHTS (2019)
 DL5949
 DL5949                         *CURRENT SURVEY CONTROL
 DL5949  ______________________________________________________________________
 DL5949* NAD 83(2011) POSITION- 44 50 49.09818(N) 093 03 57.71252(W)   ADJUSTED
 DL5949* NAD 83(2011) ELLIP HT-   261.921 (meters)        (06/27/12)   ADJUSTED
 DL5949* NAD 83(2011) EPOCH   -  2010.00
 DL5949* NAVD 88 ORTHO HEIGHT -   289.574 (meters)      950.04  (feet) ADJUSTED
 DL5949  ______________________________________________________________________
 DL5949  GEOID HEIGHT    -        -27.658 (meters)                     GEOID18
 DL5949  NAD 83(2011) X  -   -242,283.758 (meters)                     COMP
 DL5949  NAD 83(2011) Y  - -4,523,301.485 (meters)                     COMP
 DL5949  NAD 83(2011) Z  -  4,475,491.963 (meters)                     COMP
 DL5949  LAPLACE CORR    -         -8.53  (seconds)                    DEFLEC18
 DL5949  DYNAMIC HEIGHT  -        289.566 (meters)      950.02  (feet) COMP
 DL5949  MODELED GRAVITY -    980,579.1   (mgal)                       NAVD 88
 DL5949
 DL5949  VERT ORDER      -  SECOND    CLASS I
 DL5949
 DL5949  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DL5949  Standards:
 DL5949         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DL5949            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DL5949  -------------------------------------------------------------------
 DL5949  NETWORK    0.41   0.59           0.19   0.14   0.30     -0.08451258
 DL5949  -------------------------------------------------------------------
 DL5949  Click here for local accuracies and other accuracy information.
 DL5949
 DL5949.The horizontal coordinates were established by GPS observations
 DL5949.and adjusted by the National Geodetic Survey in June 2012.
 DL5949
 DL5949.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DL5949.been affixed to the stable North American tectonic plate. See 
 DL5949.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DL5949
 DL5949.The horizontal coordinates are valid at the epoch date displayed above
 DL5949.which is a decimal equivalence of Year/Month/Day.
 DL5949
 DL5949.The orthometric height was determined by differential leveling and
 DL5949.adjusted by the NATIONAL GEODETIC SURVEY
 DL5949.in August 2013.
 DL5949
 DL5949.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL5949.GEOID18 height accuracy estimate available here.
 DL5949
 DL5949.Click photographs - Photos may exist for this station.
 DL5949
 DL5949.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DL5949
 DL5949.The Laplace correction was computed from DEFLEC18 derived deflections.
 DL5949
 DL5949.The ellipsoidal height was determined by GPS observations
 DL5949.and is referenced to NAD 83.
 DL5949
 DL5949.The dynamic height is computed by dividing the NAVD 88
 DL5949.geopotential number by the normal gravity value computed on the
 DL5949.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL5949.degrees latitude (g = 980.6199 gals.).
 DL5949
 DL5949.The modeled gravity was interpolated from observed gravity values.
 DL5949
 DL5949. The following values were computed from the NAD 83(2011) position.
 DL5949
 DL5949;                    North         East     Units Scale Factor Converg.
 DL5949;SPC MN S     -   305,643.344   873,830.214   MT  0.99994019   +0 39 16.7
 DL5949;SPC MN S     - 1,002,764.87  2,866,891.29   sFT  0.99994019   +0 39 16.7
 DL5949;UTM  15      - 4,965,953.247   494,781.893   MT  0.99960033   -0 02 47.6
 DL5949
 DL5949!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DL5949!SPC MN S     -   0.99995894  x   0.99994019  =   0.99989913
 DL5949!UTM  15      -   0.99995894  x   0.99960033  =   0.99955928
 DL5949
 DL5949_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK9478165953(NAD 83)
 DL5949
 DL5949                          SUPERSEDED SURVEY CONTROL
 DL5949
 DL5949  NAD 83(2007)-  44 50 49.09806(N)    093 03 57.71342(W) AD(2002.00) 1
 DL5949  ELLIP H (10/16/09)  261.956  (m)                       GP(2002.00) 3 1
 DL5949  NAVD 88             289.57   (m)          950.0    (f) LEVELING    3  
 DL5949
 DL5949.Superseded values are not recommended for survey control.
 DL5949
 DL5949.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL5949.See file dsdata.pdf to determine how the superseded data were derived.
 DL5949
 DL5949_MARKER: DB = BENCH MARK DISK
 DL5949_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL5949_STAMPING: 1 RDS 1950
 DL5949_MARK LOGO: USGS
 DL5949_PROJECTION: RECESSED 30 CENTIMETERS
 DL5949_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 DL5949_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DL5949+STABILITY: SURFACE MOTION
 DL5949_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DL5949+SATELLITE: SATELLITE OBSERVATIONS - April 08, 2015
 DL5949
 DL5949  HISTORY     - Date     Condition        Report By
 DL5949  HISTORY     - 1950     MONUMENTED       USGS
 DL5949  HISTORY     - 20090423 GOOD             MNDT
 DL5949  HISTORY     - 20090504 GOOD             MNDT
 DL5949  HISTORY     - 20140617 GOOD             MNDT
 DL5949  HISTORY     - 20150408 GOOD             MNDT
 DL5949
 DL5949                          STATION DESCRIPTION
 DL5949
 DL5949'DESCRIBED BY MN DEPT OF TRANSP 2009 (MAS)
 DL5949'IN INVER GROVE HEIGHTS, 0.3 MILE WEST ON COUNTY ROAD 26(70TH STREET)
 DL5949'FROM THE JUNCTION WITH TRUNK HIGHWAY 52, 31 FEET WEST OF COUNTY ROAD
 DL5949'73 (BABCOCK TRAIL), 180 FEET NORTH OF COUNTY ROAD 26 EAST (70TH
 DL5949'STREET), 84 FEET SOUTHWEST OF CHURCH ENTRANCE, 4.7 FEET NORTHWEST OF
 DL5949'POWER POLE NUMBER 40 WITH TRANSFORMER, 2 FEET WEST OF WITNESS POST.
 DL5949
 DL5949                          STATION RECOVERY (2009)
 DL5949
 DL5949'RECOVERY NOTE BY MN DEPT OF TRANSP 2009 (KMS)
 DL5949'RECOVERED AS DESCRIBED.
 DL5949
 DL5949                          STATION RECOVERY (2014)
 DL5949
 DL5949'RECOVERY NOTE BY MN DEPT OF TRANSP 2014 (DAS)
 DL5949'RECOVERED AS DESCRIBED.
 DL5949
 DL5949                          STATION RECOVERY (2015)
 DL5949
 DL5949'RECOVERY NOTE BY MN DEPT OF TRANSP 2015 (DAS)
 DL5949'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 AI3304 ***********************************************************************
 AI3304  DESIGNATION -  1 RLG
 AI3304  PID         -  AI3304
 AI3304  STATE/COUNTY-  MN/BLUE EARTH
 AI3304  COUNTRY     -  US
 AI3304  USGS QUAD   -  MANKATO EAST (2019)
 AI3304
 AI3304                         *CURRENT SURVEY CONTROL
 AI3304  ______________________________________________________________________
 AI3304* NAD 83(2011) POSITION- 44 13 56.20455(N) 093 57 26.34839(W)   ADJUSTED
 AI3304* NAD 83(2011) ELLIP HT-   265.175 (meters)        (01/24/25)   ADJUSTED
 AI3304* NAD 83(2011) EPOCH   -  2010.00
 AI3304* NAVD 88 ORTHO HEIGHT -   293.526 (meters)      963.01  (feet) ADJUSTED
 AI3304  ______________________________________________________________________
 AI3304  GEOID HEIGHT    -        -28.369 (meters)                     GEOID18
 AI3304  NAD 83(2011) X  -   -315,922.385 (meters)                     COMP
 AI3304  NAD 83(2011) Y  - -4,566,785.497 (meters)                     COMP
 AI3304  NAD 83(2011) Z  -  4,426,806.049 (meters)                     COMP
 AI3304  LAPLACE CORR    -         -3.78  (seconds)                    DEFLEC18
 AI3304  DYNAMIC HEIGHT  -        293.481 (meters)      962.86  (feet) COMP
 AI3304  MODELED GRAVITY -    980,459.1   (mgal)                       NAVD 88
 AI3304
 AI3304  VERT ORDER      -  SECOND    CLASS I
 AI3304
 AI3304  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AI3304  Standards:
 AI3304         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AI3304            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AI3304  -------------------------------------------------------------------
 AI3304  NETWORK    0.47   1.39           0.21   0.17   0.71     -0.19446401
 AI3304  -------------------------------------------------------------------
 AI3304  Click here for local accuracies and other accuracy information.
 AI3304
 AI3304.The horizontal coordinates were established by GPS observations
 AI3304.and adjusted by the MN DEPT OF TRANSP in January 2025.
 AI3304
 AI3304.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AI3304.been affixed to the stable North American tectonic plate. See 
 AI3304.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AI3304
 AI3304.The horizontal coordinates are valid at the epoch date displayed above
 AI3304.which is a decimal equivalence of Year/Month/Day.
 AI3304
 AI3304.The orthometric height was determined by differential leveling and
 AI3304.adjusted by the NATIONAL GEODETIC SURVEY
 AI3304.in April 2020.
 AI3304
 AI3304.Significant digits in the geoid height do not necessarily reflect accuracy.
 AI3304.GEOID18 height accuracy estimate available here.
 AI3304
 AI3304.Click photographs - Photos may exist for this station.
 AI3304
 AI3304.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AI3304
 AI3304.The Laplace correction was computed from DEFLEC18 derived deflections.
 AI3304
 AI3304.The ellipsoidal height was determined by GPS observations
 AI3304.and is referenced to NAD 83.
 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. The following values were computed from the NAD 83(2011) position.
 AI3304
 AI3304;                    North         East     Units Scale Factor Converg.
 AI3304;SPC MN S     -   236,921.072   803,409.669   MT  0.99993302   +0 01 47.7
 AI3304;SPC MN S     -   777,298.55  2,635,853.22   sFT  0.99993302   +0 01 47.7
 AI3304;UTM  15      - 4,898,117.644   423,547.769   MT  0.99967188   -0 40 04.2
 AI3304
 AI3304!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI3304!SPC MN S     -   0.99995842  x   0.99993302  =   0.99989144
 AI3304!UTM  15      -   0.99995842  x   0.99967188  =   0.99963032
 AI3304
 AI3304_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVJ2354798117(NAD 83)
 AI3304
 AI3304                          SUPERSEDED SURVEY CONTROL
 AI3304
 AI3304  NAVD 88 (06/12/00)  293.530  (m)          963.02   (f) SUPERSEDED  2 1
 AI3304
 AI3304.Superseded values are not recommended for survey control.
 AI3304
 AI3304.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI3304.See file dsdata.pdf to determine how the superseded data were derived.
 AI3304
 AI3304_MARKER: DB = BENCH MARK DISK
 AI3304_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI3304_STAMPING: 1 RLG 1949
 AI3304_MARK LOGO: USGS
 AI3304_PROJECTION: FLUSH
 AI3304_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AI3304_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI3304+STABILITY: SURFACE MOTION
 AI3304_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI3304+SATELLITE: SATELLITE OBSERVATIONS - May 14, 2024
 AI3304
 AI3304  HISTORY     - Date     Condition        Report By
 AI3304  HISTORY     - 19490401 MONUMENTED       USGS
 AI3304  HISTORY     - 19900820 GOOD             MNDT
 AI3304  HISTORY     - 20051019 GOOD             MNDT
 AI3304  HISTORY     - 20190606 GOOD             MNDT
 AI3304  HISTORY     - 20220801 GOOD             MNDT
 AI3304  HISTORY     - 20240514 GOOD             MNDT
 AI3304
 AI3304                          STATION DESCRIPTION
 AI3304
 AI3304'DESCRIBED BY MN DEPT OF TRANSP 1990 (HTS)
 AI3304'THE MARK IS LOCATED ABOUT 3 1/4 MILES NNE OF MANKATO IN THE NE 1/4
 AI3304'SECTION 21, T109N, R26W.  TO REACH THE MARK THE JCT OF TH 22 AND TH 14
 AI3304'BY PASS, GO NORTH 3.3 MILES (5.3 KM) ON TH 22, MP 58.3. THE MARK IS
 AI3304'450.0 FT (137.2 M) EAST OF THE CENTER OF TH 22, 162.5 FT (49.5 M) ENE
 AI3304'OF A TRANSFORMER POWER POLE, 26.0 FT (7.9 M) NORTH OF THE CENTER OF
 AI3304'TWP RD 309, 0.6 FT (18.3 CM) SOUTH OF A STEEL WITNESS POST, AND IS
 AI3304'ABOUT 3 FT (0.9 M) LOWER THAN TWP RD 309.
 AI3304
 AI3304                          STATION RECOVERY (2005)
 AI3304
 AI3304'RECOVERY NOTE BY MN DEPT OF TRANSP 2005 (MPP)
 AI3304'RECOVERED AS DESCRIBED.
 AI3304
 AI3304                          STATION RECOVERY (2019)
 AI3304
 AI3304'RECOVERY NOTE BY MN DEPT OF TRANSP 2019 (TJD)
 AI3304'RECOVERED AS DESCRIBED.
 AI3304
 AI3304                          STATION RECOVERY (2022)
 AI3304
 AI3304'RECOVERY NOTE BY MN DEPT OF TRANSP 2022 (KMS)
 AI3304'3.25 MI (5.23 KM) NORTH-NORTHEAST OF MANKATO, 4.4 MI (7.1 KM) NORTH
 AI3304'ALONG TRUNK HIGHWAY 22 FROM THE JUNCTION OF TRUNK HIGHWAY 22 AND TRUNK
 AI3304'HIGHWAY 14 IN MANKATO TO TRUNK HIGHWAY 22 MILE POINT 58.3, THEN 0.10
 AI3304'MI (0.16 KM) EAST ON 240TH STREET, 162.5 FT (49.5 M) EAST-NORTHEAST OF
 AI3304'A POWER POLE WITH A TRANSFORMER, 26.0 FT (7.9 M) NORTH OF 240TH
 AI3304'STREET, 0.6 FT (18 CM) SOUTH OF A WITNESS POST.
 AI3304
 AI3304                          STATION RECOVERY (2024)
 AI3304
 AI3304'RECOVERY NOTE BY MN DEPT OF TRANSP 2024 (GXG)
 AI3304'THE MARK IS LOCATED ABOUT IN 3.25 MI (5.23 KM) NORTH-NORTHEAST OF
 AI3304'MANKATO, 4.4 MI (7.1 KM) NORTH ALONG TRUNK HIGHWAY 22 FROM THE
 AI3304'JUNCTION OF TRUNK HIGHWAY 22 AND TRUNK HIGHWAY 14 IN MANKATO TO TRUNK
 AI3304'HIGHWAY 22 MILE POINT 58.3, THEN 0.1 MI (0.2 KM) EAST ON 240TH STREET,
 AI3304'162.5 FT (49.5 M) EAST-NORTHEAST OF A POWER POLE WITH A TRANSFORMER,
 AI3304'26.0 FT (7.9 M) NORTH OF 240TH STREET, 0.6 FT (18 CM) SOUTH OF A
 AI3304'WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DF4592 ***********************************************************************
 DF4592  DESIGNATION -  1 SE
 DF4592  PID         -  DF4592
 DF4592  STATE/COUNTY-  MN/CASS
 DF4592  COUNTRY     -  US
 DF4592  USGS QUAD   -  SUCKER LAKES (2019)
 DF4592
 DF4592                         *CURRENT SURVEY CONTROL
 DF4592  ______________________________________________________________________
 DF4592* NAD 83(1986) POSITION- 47 22 07.28   (N) 094 25 02.89   (W)   HD_HELD1
 DF4592* NAVD 88 ORTHO HEIGHT -   399.306 (meters)     1310.06  (feet) ADJUSTED
 DF4592  ______________________________________________________________________
 DF4592  GEOID HEIGHT    -        -28.235 (meters)                     GEOID18
 DF4592  DYNAMIC HEIGHT  -        399.351 (meters)     1310.20  (feet) COMP
 DF4592  MODELED GRAVITY -    980,712.0   (mgal)                       NAVD 88
 DF4592
 DF4592  VERT ORDER      -  SECOND    CLASS I
 DF4592
 DF4592.The horizontal coordinates were determined by differentially corrected
 DF4592.hand held GPS observations or other comparable positioning techniques
 DF4592.and have an estimated accuracy of +/- 3 meters.
 DF4592
 DF4592.The orthometric height was determined by differential leveling and
 DF4592.adjusted by the NATIONAL GEODETIC SURVEY
 DF4592.in February 2020.
 DF4592
 DF4592.Significant digits in the geoid height do not necessarily reflect accuracy.
 DF4592.GEOID18 height accuracy estimate available here.
 DF4592
 DF4592.Click photographs - Photos may exist for this station.
 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     -   363,303.8     787,349.8     MT  (+/- 3 meters HH1 GPS) 
 DF4592
 DF4592_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUN9298047110(NAD 83)
 DF4592
 DF4592                          SUPERSEDED SURVEY CONTROL
 DF4592
 DF4592  NAVD 88 (08/26/19)  399.303  (m)         1310.05   (f) SUPERSEDED  2 1
 DF4592  NAVD 88 (08/10/04)  399.286  (m)         1309.99   (f) SUPERSEDED  2 1
 DF4592
 DF4592.Superseded values are not recommended for survey control.
 DF4592
 DF4592.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF4592.See file dsdata.pdf to determine how the superseded data were derived.
 DF4592
 DF4592_MARKER: DD = SURVEY DISK
 DF4592_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 DF4592_STAMPING: 1 SE 1971
 DF4592_MARK LOGO: USGS
 DF4592_PROJECTION: RECESSED 3 CENTIMETERS
 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 - June 07, 2023
 DF4592
 DF4592  HISTORY     - Date     Condition        Report By
 DF4592  HISTORY     - 19710401 MONUMENTED       USGS
 DF4592  HISTORY     - 20010815 GOOD             MNDT
 DF4592  HISTORY     - 20120420 GOOD             MNDT
 DF4592  HISTORY     - 20230607 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.
 DF4592
 DF4592                          STATION RECOVERY (2012)
 DF4592
 DF4592'RECOVERY NOTE BY MN DEPT OF TRANSP 2012 (MAS)
 DF4592'RECOVERED IN GOOD CONDITION.
 DF4592
 DF4592                          STATION RECOVERY (2023)
 DF4592
 DF4592'RECOVERY NOTE BY MN DEPT OF TRANSP 2023 (AJH)
 DF4592'1.0 MI (1.6 KM) SOUTH AND 9.0 MI (14.5 KM) EAST OF CASS LAKE, 9.2 MI
 DF4592'(14.8 KM) EAST ALONG TRUNK HIGHWAY 2 FROM THE JUNCTION OF TRUNK
 DF4592'HIGHWAY 2 AND TRUNK HIGHWAY 371 IN CASS LAKE, AT TRUNK HIGHWAY 2 MILE
 DF4592'POINT 139.20, 104.0 FT (31.7 M) SOUTH OF TRUNK HIGHWAY 2, 59.0 FT
 DF4592'(18.0 M) EAST OF FOREST ROAD NUMBER 2910, 1.0 FT (0.3 M) SOUTH OF A
 DF4592'WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DL5830 ***********************************************************************
 DL5830  HT_MOD      -  This is a Height Modernization Survey Station.
 DL5830  DESIGNATION -  1 SEM
 DL5830  PID         -  DL5830
 DL5830  STATE/COUNTY-  MN/LYON
 DL5830  COUNTRY     -  US
 DL5830  USGS QUAD   -  MINNEOTA (2019)
 DL5830
 DL5830                         *CURRENT SURVEY CONTROL
 DL5830  ______________________________________________________________________
 DL5830* NAD 83(2011) POSITION- 44 31 55.30528(N) 095 52 39.75351(W)   ADJUSTED
 DL5830* NAD 83(2011) ELLIP HT-   322.922 (meters)        (06/27/12)   ADJUSTED
 DL5830* NAD 83(2011) EPOCH   -  2010.00
 DL5830* NAVD 88 ORTHO HEIGHT -   349.81  (meters)     1147.7   (feet) GPS OBS
 DL5830  ______________________________________________________________________
 DL5830  NAVD 88 orthometric height was determined with geoid model    GEOID03
 DL5830  GEOID HEIGHT    -        -26.805 (meters)                     GEOID03
 DL5830  GEOID HEIGHT    -        -26.891 (meters)                     GEOID18
 DL5830  NAD 83(2011) X  -   -466,400.221 (meters)                     COMP
 DL5830  NAD 83(2011) Y  - -4,530,499.155 (meters)                     COMP
 DL5830  NAD 83(2011) Z  -  4,450,652.535 (meters)                     COMP
 DL5830  LAPLACE CORR    -         -4.26  (seconds)                    DEFLEC18
 DL5830
 DL5830  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DL5830  Standards:
 DL5830         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DL5830            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DL5830  -------------------------------------------------------------------
 DL5830  NETWORK    0.38   0.41           0.18   0.12   0.21      0.16129680
 DL5830  -------------------------------------------------------------------
 DL5830  Click here for local accuracies and other accuracy information.
 DL5830
 DL5830.The horizontal coordinates were established by GPS observations
 DL5830.and adjusted by the National Geodetic Survey in June 2012.
 DL5830
 DL5830.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DL5830.been affixed to the stable North American tectonic plate. See 
 DL5830.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DL5830
 DL5830.The horizontal coordinates are valid at the epoch date displayed above
 DL5830.which is a decimal equivalence of Year/Month/Day.
 DL5830
 DL5830.The orthometric height was determined by GPS observations and a
 DL5830.high-resolution geoid model using precise GPS observation and
 DL5830.processing techniques.
 DL5830
 DL5830.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL5830.GEOID18 height accuracy estimate available here.
 DL5830
 DL5830.Click photographs - Photos may exist for this station.
 DL5830
 DL5830.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DL5830
 DL5830.The Laplace correction was computed from DEFLEC18 derived deflections.
 DL5830
 DL5830.The ellipsoidal height was determined by GPS observations
 DL5830.and is referenced to NAD 83.
 DL5830
 DL5830. The following values were computed from the NAD 83(2011) position.
 DL5830
 DL5830;                    North         East     Units Scale Factor Converg.
 DL5830;SPC MN S     -   271,939.866   650,773.119   MT  0.99992218   -1 18 58.1
 DL5830;SPC MN S     -   892,189.38  2,135,078.14   sFT  0.99992218   -1 18 58.1
 DL5830;UTM  15      - 4,934,995.531   271,352.164   MT  1.00024296   -2 01 08.5
 DL5830
 DL5830!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DL5830!SPC MN S     -   0.99994937  x   0.99992218  =   0.99987155
 DL5830!UTM  15      -   0.99994937  x   1.00024296  =   1.00019232
 DL5830
 DL5830_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTK7135234995(NAD 83)
 DL5830
 DL5830                          SUPERSEDED SURVEY CONTROL
 DL5830
 DL5830  NAD 83(2007)-  44 31 55.30504(N)    095 52 39.75438(W) AD(2002.00) 1
 DL5830  ELLIP H (11/04/09)  322.962  (m)                       GP(2002.00) 3 1
 DL5830
 DL5830.Superseded values are not recommended for survey control.
 DL5830
 DL5830.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL5830.See file dsdata.pdf to determine how the superseded data were derived.
 DL5830
 DL5830_MARKER: DD = SURVEY DISK
 DL5830_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL5830_STAMPING: 1 SEM 1965 1147
 DL5830_MARK LOGO: USGS
 DL5830_PROJECTION: FLUSH
 DL5830_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DL5830+STABILITY: SURFACE MOTION
 DL5830_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL5830+SATELLITE: SATELLITE OBSERVATIONS - April 20, 2009
 DL5830
 DL5830  HISTORY     - Date     Condition        Report By
 DL5830  HISTORY     - 1965     MONUMENTED       USGS
 DL5830  HISTORY     - 20090420 GOOD             MNDT
 DL5830
 DL5830                          STATION DESCRIPTION
 DL5830
 DL5830'DESCRIBED BY MN DEPT OF TRANSP 2009 (KMS)
 DL5830'1.3 MILES NORTHEAST OF GHENT, 0.8 MILE NORTHEAST AND EAST ALONG COUNTY
 DL5830'ROAD 8 FROM JUNCTION OF COUNTY ROAD 8 AND TRUNK HIGHWAY 68 IN GHENT,
 DL5830'AT TRUNK HIGHWAY 68 MILEPOINT 32.3, THEN 1.1 MILE NORTH ALONG 210TH
 DL5830'AVENUE, 36.0 FEET SOUTH OF DRIVEWAY 3313, 29.5 FEET WEST OF 210TH
 DL5830'AVENUE.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DO1242 ***********************************************************************
 DO1242  DESIGNATION -  1 SEM
 DO1242  PID         -  DO1242
 DO1242  STATE/COUNTY-  MN/AITKIN
 DO1242  COUNTRY     -  US
 DO1242  USGS QUAD   -  MCGREGOR (2019)
 DO1242
 DO1242                         *CURRENT SURVEY CONTROL
 DO1242  ______________________________________________________________________
 DO1242* NAD 83(1986) POSITION- 46 30 40.81   (N) 093 16 58.62   (W)   HD_HELD1
 DO1242* NAVD 88 ORTHO HEIGHT -   378.869 (meters)     1243.01  (feet) ADJUSTED
 DO1242  ______________________________________________________________________
 DO1242  GEOID HEIGHT    -        -27.982 (meters)                     GEOID18
 DO1242  DYNAMIC HEIGHT  -        378.884 (meters)     1243.06  (feet) COMP
 DO1242  MODELED GRAVITY -    980,641.7   (mgal)                       NAVD 88
 DO1242
 DO1242  VERT ORDER      -  SECOND    CLASS I
 DO1242
 DO1242.The horizontal coordinates were determined by differentially corrected
 DO1242.hand held GPS observations or other comparable positioning techniques
 DO1242.and have an estimated accuracy of +/- 3 meters.
 DO1242
 DO1242.The orthometric height was determined by differential leveling and
 DO1242.adjusted by the NATIONAL GEODETIC SURVEY
 DO1242.in November 2013.
 DO1242
 DO1242.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO1242.GEOID18 height accuracy estimate available here.
 DO1242
 DO1242.Click photographs - Photos may exist for this station.
 DO1242
 DO1242.The dynamic height is computed by dividing the NAVD 88
 DO1242.geopotential number by the normal gravity value computed on the
 DO1242.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO1242.degrees latitude (g = 980.6199 gals.).
 DO1242
 DO1242.The modeled gravity was interpolated from observed gravity values.
 DO1242
 DO1242;                    North         East    Units  Estimated Accuracy
 DO1242;SPC MN C     -   268,433.1     874,210.6     MT  (+/- 3 meters HH1 GPS) 
 DO1242
 DO1242_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVM7829350901(NAD 83)
 DO1242
 DO1242                          SUPERSEDED SURVEY CONTROL
 DO1242
 DO1242.No superseded survey control is available for this station.
 DO1242
 DO1242_MARKER: DD = SURVEY DISK
 DO1242_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DO1242_STAMPING: 1 SEM 1967 1242
 DO1242_MARK LOGO: USGS
 DO1242_PROJECTION: PROJECTING 10 CENTIMETERS
 DO1242_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DO1242_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DO1242+STABILITY: SURFACE MOTION
 DO1242_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DO1242+SATELLITE: SATELLITE OBSERVATIONS - July 29, 2020
 DO1242
 DO1242  HISTORY     - Date     Condition        Report By
 DO1242  HISTORY     - 1967     MONUMENTED       USGS
 DO1242  HISTORY     - 20061220 GOOD             MNDT
 DO1242  HISTORY     - 20160718 GOOD             MNDT
 DO1242  HISTORY     - 20200729 GOOD             MNDT
 DO1242
 DO1242                          STATION DESCRIPTION
 DO1242
 DO1242'DESCRIBED BY MN DEPT OF TRANSP 2006 (MAS)
 DO1242'THE STATION IS LOCATED ABOUT 7.0 MI (11.3 KM) EAST-NORTHEAST OF THOR,
 DO1242'6.8 MI (10.9 KM) SOUTH-SOUTHEAST OF MCGREGOR AND 5.6 MI (9.0 KM)
 DO1242'WEST-SOUTHWEST OF LAWLER.
 DO1242'
 DO1242'THE MARK IS 2.0 MI (3.2 KM) SOUTH OF EAST LAKE, AT TRUNK HIGHWAY 65
 DO1242'MILE POINT 109.9, 1.6 MI (2.6 KM) SOUTH ALONG TRUNK HIGHWAY 65 FROM
 DO1242'THE JUNCTION OF TRUNK HIGHWAY 65 AND COUNTY ROAD 13 IN EAST LAKE.
 DO1242'
 DO1242'IT IS 218.0 FT (66.4 M) SOUTH AND 72.0 FT (21.9 M) EAST OF A FIELD
 DO1242'ENTRANCE EAST, 72.0 FT (21.9 M) EAST OF TRUNK HIGHWAY 65, 0.1 FT (0.0
 DO1242'M) WEST OF A FENCE LINE, 1.0 FT (0.3 M) WEST OF A WITNESS POST.
 DO1242
 DO1242                          STATION RECOVERY (2016)
 DO1242
 DO1242'RECOVERY NOTE BY MN DEPT OF TRANSP 2016 (DDS)
 DO1242'RECOVERED IN GOOD CONDITION.
 DO1242
 DO1242                          STATION RECOVERY (2020)
 DO1242
 DO1242'RECOVERY NOTE BY MN DEPT OF TRANSP 2020 (KMS)
 DO1242'2.0 MI (3.2 KM) SOUTH OF EAST LAKE, 1.6 MI (2.6 KM) SOUTH ALONG TRUNK
 DO1242'HIGHWAY 65 FROM THE JUNCTION OF TRUNK HIGHWAY 65 AND COUNTY ROAD 13 IN
 DO1242'EAST LAKE, AT TRUNK HIGHWAY 65 MILE POINT 109.9, 72.0 FT (21.9 M) EAST
 DO1242'OF TRUNK HIGHWAY 65, 0.1 FT (3 CM) WEST OF A FENCE LINE, 1.0 FT (0.3
 DO1242'M) WEST OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DF8702 ***********************************************************************
 DF8702  DESIGNATION -  10
 DF8702  PID         -  DF8702
 DF8702  STATE/COUNTY-  MN/KANABEC
 DF8702  COUNTRY     -  US
 DF8702  USGS QUAD   -  BOCK (2019)
 DF8702
 DF8702                         *CURRENT SURVEY CONTROL
 DF8702  ______________________________________________________________________
 DF8702* NAD 83(2011) POSITION- 45 48 02.76787(N) 093 30 55.84447(W)   ADJUSTED
 DF8702* NAD 83(2011) ELLIP HT-   296.625 (meters)        (06/27/12)   ADJUSTED
 DF8702* NAD 83(2011) EPOCH   -  2010.00
 DF8702* NAVD 88 ORTHO HEIGHT -   324.272 (meters)     1063.88  (feet) ADJUSTED
 DF8702  ______________________________________________________________________
 DF8702  GEOID HEIGHT    -        -27.642 (meters)                     GEOID18
 DF8702  NAD 83(2011) X  -   -273,140.154 (meters)                     COMP
 DF8702  NAD 83(2011) Y  - -4,446,047.287 (meters)                     COMP
 DF8702  NAD 83(2011) Z  -  4,550,049.729 (meters)                     COMP
 DF8702  LAPLACE CORR    -         -3.48  (seconds)                    DEFLEC18
 DF8702  DYNAMIC HEIGHT  -        324.270 (meters)     1063.88  (feet) COMP
 DF8702  MODELED GRAVITY -    980,599.6   (mgal)                       NAVD 88
 DF8702
 DF8702  VERT ORDER      -  SECOND    CLASS I
 DF8702
 DF8702  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DF8702  Standards:
 DF8702         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DF8702            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DF8702  -------------------------------------------------------------------
 DF8702  NETWORK    0.56   1.14           0.25   0.20   0.58      0.00483135
 DF8702  -------------------------------------------------------------------
 DF8702  Click here for local accuracies and other accuracy information.
 DF8702
 DF8702.The horizontal coordinates were established by GPS observations
 DF8702.and adjusted by the National Geodetic Survey in June 2012.
 DF8702
 DF8702.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DF8702.been affixed to the stable North American tectonic plate. See 
 DF8702.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DF8702
 DF8702.The horizontal coordinates are valid at the epoch date displayed above
 DF8702.which is a decimal equivalence of Year/Month/Day.
 DF8702
 DF8702.The orthometric height was determined by differential leveling and
 DF8702.adjusted by the NATIONAL GEODETIC SURVEY
 DF8702.in October 2012.
 DF8702
 DF8702.Significant digits in the geoid height do not necessarily reflect accuracy.
 DF8702.GEOID18 height accuracy estimate available here.
 DF8702
 DF8702.Click photographs - Photos may exist for this station.
 DF8702
 DF8702.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DF8702
 DF8702.The Laplace correction was computed from DEFLEC18 derived deflections.
 DF8702
 DF8702.The ellipsoidal height was determined by GPS observations
 DF8702.and is referenced to NAD 83.
 DF8702
 DF8702.The dynamic height is computed by dividing the NAVD 88
 DF8702.geopotential number by the normal gravity value computed on the
 DF8702.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DF8702.degrees latitude (g = 980.6199 gals.).
 DF8702
 DF8702.The modeled gravity was interpolated from observed gravity values.
 DF8702
 DF8702. The following values were computed from the NAD 83(2011) position.
 DF8702
 DF8702;                    North         East     Units Scale Factor Converg.
 DF8702;SPC MN C     -   189,267.375   857,096.890   MT  0.99996520   +0 31 52.8
 DF8702;SPC MN C     -   620,954.71  2,811,992.05   sFT  0.99996520   +0 31 52.8
 DF8702;UTM  15      - 5,072,041.137   459,939.676   MT  0.99961973   -0 22 10.5
 DF8702
 DF8702!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF8702!SPC MN C     -   0.99995350  x   0.99996520  =   0.99991870
 DF8702!UTM  15      -   0.99995350  x   0.99961973  =   0.99957325
 DF8702
 DF8702_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL5993972041(NAD 83)
 DF8702
 DF8702                          SUPERSEDED SURVEY CONTROL
 DF8702
 DF8702  NAD 83(2007)-  45 48 02.76787(N)    093 30 55.84520(W) AD(2002.00) 0
 DF8702  ELLIP H (02/10/07)  296.651  (m)                       GP(2002.00)    
 DF8702  NAD 83(1996)-  45 48 02.76764(N)    093 30 55.84485(W) AD(       ) 1
 DF8702  ELLIP H (10/22/03)  296.680  (m)                       GP(       ) 3 2
 DF8702  NAVD 88 (10/22/03)  324.3    (m)  GEOID99  model used  GPS OBS        
 DF8702
 DF8702.Superseded values are not recommended for survey control.
 DF8702
 DF8702.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF8702.See file dsdata.pdf to determine how the superseded data were derived.
 DF8702
 DF8702_MARKER: DD = SURVEY DISK
 DF8702_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF8702_STAMPING: 10
 DF8702_MARK LOGO: MN-065
 DF8702_PROJECTION: FLUSH
 DF8702_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DF8702_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DF8702+STABILITY: SURFACE MOTION
 DF8702_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DF8702+SATELLITE: SATELLITE OBSERVATIONS - June 05, 2017
 DF8702
 DF8702  HISTORY     - Date     Condition        Report By
 DF8702  HISTORY     - 20011102 MONUMENTED       MN-065
 DF8702  HISTORY     - 20100421 GOOD             MNDT
 DF8702  HISTORY     - 20170605 GOOD             MNDT
 DF8702
 DF8702                          STATION DESCRIPTION
 DF8702
 DF8702'DESCRIBED BY KANABEC COUNTY MINNESOTA 2001 (MPP)
 DF8702'4.5 MI (7.2 KM) SW OF OGILVIE ALONG TH 23 FROM THE JCT OF TH 47, AT TH
 DF8702'23 MP 242.90, 119 FT (36.3 M) NNW OF CENTER OF TH 23, 108 FT (32.9 M)
 DF8702'ESE OF CENTER OF 50TH AVE, 19 FT (5.8 M) NORTH OF CENTER OF OLD RR
 DF8702'BED, 73.5 FT (22.4 M) SW OF 24 INCH OAK, 2 FT (0.6 M) SOUTH OF WIT
 DF8702'POST, FLUSH, MAGNETIC.
 DF8702
 DF8702                          STATION RECOVERY (2010)
 DF8702
 DF8702'RECOVERY NOTE BY MN DEPT OF TRANSP 2010 (KMS)
 DF8702'THE MARK IS 4.5 MI (7.2 KM) SOUTHWEST OF OGILVIE.
 DF8702'
 DF8702'TO REACH THE MARK GO 4.5 MI (7.2 KM) SOUTHWEST ALONG TRUNK HIGHWAY 23
 DF8702'FROM THE JUNCTION OF TRUNK HIGHWAY 23 AND TRUNK HIGHWAY 47 IN OGILVIE,
 DF8702'AT TRUNK HIGHWAY 23 MILE POINT 242.90.
 DF8702'
 DF8702'IT IS 119.0 FT (36.3 M) NORTH-NORTHWEST OF THE CENTERLINE OF TRUNK
 DF8702'HIGHWAY 23, 108.0 FT (32.9 M) EAST-SOUTHEAST OF THE CENTERLINE OF 50TH
 DF8702'AVENUE, 19.0 FT (5.8 M) NORTH OF THE CENTERLINE OF OLD RAILROAD BED,
 DF8702'2.0 FT (0.6 M) SOUTH OF A WITNESS POST.
 DF8702
 DF8702                          STATION RECOVERY (2017)
 DF8702
 DF8702'RECOVERY NOTE BY MN DEPT OF TRANSP 2017 (MAS)
 DF8702'4.5 MI (7.2 KM) SOUTHWEST OF OGILVIE, 4.5 MI (7.2 KM) SOUTHWEST ALONG
 DF8702'TRUNK HIGHWAY 23 FROM THE JUNCTION OF TRUNK HIGHWAY 23 AND TRUNK
 DF8702'HIGHWAY 47 IN OGILVIE, AT TRUNK HIGHWAY 23 MILE POINT 242.90, 119.0 FT
 DF8702'(36.3 M) NORTH-NORTHWEST OF TRUNK HIGHWAY 23, 108.0 FT (32.9 M)
 DF8702'EAST-SOUTHEAST OF 50TH AVENUE, 19.0 FT (5.8 M) NORTH-NORTHWEST OF AN
 DF8702'OLD RAILROAD BED, 2.0 FT (0.6 M) SOUTH OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DN1697 ***********************************************************************
 DN1697  HT_MOD      -  This is a Height Modernization Survey Station.
 DN1697  DESIGNATION -  10
 DN1697  PID         -  DN1697
 DN1697  STATE/COUNTY-  MN/ANOKA
 DN1697  COUNTRY     -  US
 DN1697  USGS QUAD   -  CIRCLE PINES (2019)
 DN1697
 DN1697                         *CURRENT SURVEY CONTROL
 DN1697  ______________________________________________________________________
 DN1697* NAD 83(2011) POSITION- 45 13 31.77338(N) 093 09 47.73499(W)   ADJUSTED
 DN1697* NAD 83(2011) ELLIP HT-   245.918 (meters)        (06/27/12)   ADJUSTED
 DN1697* NAD 83(2011) EPOCH   -  2010.00
 DN1697* NAVD 88 ORTHO HEIGHT -   273.56  (meters)      897.5   (feet) GPS OBS
 DN1697  ______________________________________________________________________
 DN1697  NAVD 88 orthometric height was determined with geoid model    GEOID09
 DN1697  GEOID HEIGHT    -        -27.619 (meters)                     GEOID09
 DN1697  GEOID HEIGHT    -        -27.643 (meters)                     GEOID18
 DN1697  NAD 83(2011) X  -   -248,316.155 (meters)                     COMP
 DN1697  NAD 83(2011) Y  - -4,493,152.819 (meters)                     COMP
 DN1697  NAD 83(2011) Z  -  4,505,208.086 (meters)                     COMP
 DN1697  LAPLACE CORR    -          4.41  (seconds)                    DEFLEC18
 DN1697
 DN1697  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DN1697  Standards:
 DN1697         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DN1697            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DN1697  -------------------------------------------------------------------
 DN1697  NETWORK    0.46   0.76           0.21   0.16   0.39      0.05697831
 DN1697  -------------------------------------------------------------------
 DN1697  Click here for local accuracies and other accuracy information.
 DN1697
 DN1697.The horizontal coordinates were established by GPS observations
 DN1697.and adjusted by the National Geodetic Survey in June 2012.
 DN1697
 DN1697.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DN1697.been affixed to the stable North American tectonic plate. See 
 DN1697.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DN1697
 DN1697.The horizontal coordinates are valid at the epoch date displayed above
 DN1697.which is a decimal equivalence of Year/Month/Day.
 DN1697
 DN1697.The orthometric height was determined by GPS observations and a
 DN1697.high-resolution geoid model using precise GPS observation and
 DN1697.processing techniques.
 DN1697
 DN1697.Significant digits in the geoid height do not necessarily reflect accuracy.
 DN1697.GEOID18 height accuracy estimate available here.
 DN1697
 DN1697.Click photographs - Photos may exist for this station.
 DN1697
 DN1697.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DN1697
 DN1697.The Laplace correction was computed from DEFLEC18 derived deflections.
 DN1697
 DN1697.The ellipsoidal height was determined by GPS observations
 DN1697.and is referenced to NAD 83.
 DN1697
 DN1697. The following values were computed from the NAD 83(2011) position.
 DN1697
 DN1697;                    North         East     Units Scale Factor Converg.
 DN1697;SPC MN S     -   347,622.490   865,714.013   MT  1.00000194   +0 35 11.4
 DN1697;SPC MN S     - 1,140,491.45  2,840,263.39   sFT  1.00000194   +0 35 11.4
 DN1697;UTM  15      - 5,008,013.230   487,183.208   MT  0.99960202   -0 06 57.2
 DN1697
 DN1697!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DN1697!SPC MN S     -   0.99996145  x   1.00000194  =   0.99996339
 DN1697!UTM  15      -   0.99996145  x   0.99960202  =   0.99956348
 DN1697
 DN1697_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL8718308013(NAD 83)
 DN1697
 DN1697                          SUPERSEDED SURVEY CONTROL
 DN1697
 DN1697  NAD 83(2007)-  45 13 31.77360(N)    093 09 47.73577(W) AD(2002.00) 1
 DN1697  ELLIP H (07/18/11)  245.946  (m)                       GP(2002.00) 2 1
 DN1697
 DN1697.Superseded values are not recommended for survey control.
 DN1697
 DN1697.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN1697.See file dsdata.pdf to determine how the superseded data were derived.
 DN1697
 DN1697_MARKER: I = METAL ROD
 DN1697_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DN1697_MARK LOGO: MN-003
 DN1697_PROJECTION: RECESSED 8 CENTIMETERS
 DN1697_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 DN1697_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DN1697_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DN1697+SATELLITE: SATELLITE OBSERVATIONS - August 12, 2014
 DN1697_ROD/PIPE-DEPTH: 3.0 meters
 DN1697
 DN1697  HISTORY     - Date     Condition        Report By
 DN1697  HISTORY     - 19950101 MONUMENTED       MN-003
 DN1697  HISTORY     - 20070814 GOOD             MNDT
 DN1697  HISTORY     - 20140812 GOOD             MNDT
 DN1697
 DN1697                          STATION DESCRIPTION
 DN1697
 DN1697'DESCRIBED BY MN DEPT OF TRANSP 2007 (KMS)
 DN1697'THE MARK WAS RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.
 DN1697'THE MARK IS IN HAM LAKE, 2.0 MILES NORTH ALONG COUNTY ROAD 17
 DN1697'(LEXINGTON AVENUE NORTHEAST) FROM JUNCTION OF COUNTY ROAD 17 AND
 DN1697'COUNTY ROAD 14 (MAIN STREET), 82 FEET WEST OF COUNTY ROAD 17, 66 FEET
 DN1697'SOUTH OF COUNTY ROAD 116 (BUNKER LAKE BOULEVARD NORTHEAST), 48.8 FEET
 DN1697'WEST-SOUTHWEST OF LIGHT POLE, 1.1 FEET NORTHEAST OF WITNESS POST.
 DN1697
 DN1697                          STATION RECOVERY (2014)
 DN1697
 DN1697'RECOVERY NOTE BY MN DEPT OF TRANSP 2014 (PXK)
 DN1697'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 AE4165 ***********************************************************************
 AE4165  DESIGNATION -  10 001
 AE4165  PID         -  AE4165
 AE4165  STATE/COUNTY-  MN/CARVER
 AE4165  COUNTRY     -  US
 AE4165  USGS QUAD   -  SHAKOPEE (2019)
 AE4165
 AE4165                         *CURRENT SURVEY CONTROL
 AE4165  ______________________________________________________________________
 AE4165* NAD 83(1986) POSITION- 44 51 30.09   (N) 093 32 52.46   (W)   HD_HELD1
 AE4165* NAVD 88 ORTHO HEIGHT -   288.934 (meters)      947.94  (feet) ADJUSTED
 AE4165  ______________________________________________________________________
 AE4165  GEOID HEIGHT    -        -26.763 (meters)                     GEOID18
 AE4165  DYNAMIC HEIGHT  -        288.930 (meters)      947.93  (feet) COMP
 AE4165  MODELED GRAVITY -    980,593.8   (mgal)                       NAVD 88
 AE4165
 AE4165  VERT ORDER      -  SECOND    CLASS II
 AE4165
 AE4165.The horizontal coordinates were determined by differentially corrected
 AE4165.hand held GPS observations or other comparable positioning techniques
 AE4165.and have an estimated accuracy of +/- 3 meters.
 AE4165
 AE4165.The orthometric height was determined by differential leveling and
 AE4165.adjusted by the NATIONAL GEODETIC SURVEY
 AE4165.in November 1999.
 AE4165
 AE4165.No vertical observational check was made to the station.
 AE4165
 AE4165.Significant digits in the geoid height do not necessarily reflect accuracy.
 AE4165.GEOID18 height accuracy estimate available here.
 AE4165
 AE4165.Click photographs - Photos may exist for this station.
 AE4165
 AE4165.The dynamic height is computed by dividing the NAVD 88
 AE4165.geopotential number by the normal gravity value computed on the
 AE4165.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE4165.degrees latitude (g = 980.6199 gals.).
 AE4165
 AE4165.The modeled gravity was interpolated from observed gravity values.
 AE4165
 AE4165;                    North         East    Units  Estimated Accuracy
 AE4165;SPC MN S     -   306,585.7     835,731.7     MT  (+/- 3 meters HH1 GPS) 
 AE4165
 AE4165_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK5671067362(NAD 83)
 AE4165
 AE4165                          SUPERSEDED SURVEY CONTROL
 AE4165
 AE4165.No superseded survey control is available for this station.
 AE4165
 AE4165_MARKER: DV = VERTICAL CONTROL DISK
 AE4165_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 AE4165_SP_SET: BRIDGE
 AE4165_STAMPING: 10-001 1982
 AE4165_MARK LOGO: MNHD
 AE4165_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AE4165_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AE4165
 AE4165  HISTORY     - Date     Condition        Report By
 AE4165  HISTORY     - 1983     MONUMENTED       MNDT
 AE4165  HISTORY     - 20021016 GOOD             USPSQD
 AE4165  HISTORY     - 20080527 GOOD             MNDT
 AE4165  HISTORY     - 20231007 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.
 AE4165
 AE4165                          STATION RECOVERY (2008)
 AE4165
 AE4165'RECOVERY NOTE BY MN DEPT OF TRANSP 2008 (VWC)
 AE4165'RECOVERED IN GOOD CONDITION.
 AE4165
 AE4165                          STATION RECOVERY (2023)
 AE4165
 AE4165'RECOVERY NOTE BY US POWER SQUADRON 2023 (SMB)
 AE4165'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 RP0323 ***********************************************************************
 RP0323  DESIGNATION -  10 1
 RP0323  PID         -  RP0323
 RP0323  STATE/COUNTY-  MN/CLAY
 RP0323  COUNTRY     -  US
 RP0323  USGS QUAD   -  SABIN (2019)
 RP0323
 RP0323                         *CURRENT SURVEY CONTROL
 RP0323  ______________________________________________________________________
 RP0323* NAD 83(1986) POSITION- 46 52 29.     (N) 096 44 08.     (W)   SCALED
 RP0323* NAVD 88 ORTHO HEIGHT -   277.698 (meters)      911.08  (feet) ADJUSTED
 RP0323  ______________________________________________________________________
 RP0323  GEOID HEIGHT    -        -26.530 (meters)                     GEOID18
 RP0323  DYNAMIC HEIGHT  -        277.722 (meters)      911.16  (feet) COMP
 RP0323  MODELED GRAVITY -    980,695.5   (mgal)                       NAVD 88
 RP0323
 RP0323  VERT ORDER      -  SECOND    CLASS 0
 RP0323
 RP0323.The horizontal coordinates were scaled from a map and have
 RP0323.an estimated accuracy of +/- 6 seconds.
 RP0323
 RP0323.The orthometric height was determined by differential leveling and
 RP0323.adjusted by the NATIONAL GEODETIC SURVEY
 RP0323.in June 1991.
 RP0323
 RP0323.Significant digits in the geoid height do not necessarily reflect accuracy.
 RP0323.GEOID18 height accuracy estimate available here.
 RP0323
 RP0323.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPS725937(NAD 83)
 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
 RP0323.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RP0323.See file dsdata.pdf to determine how the superseded data were derived.
 RP0323
 RP0323_MARKER: X = CHISELED CROSS
 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     - 1968     MONUMENTED       MNHD
 RP0323  HISTORY     - 1968     GOOD             MNDT
 RP0323
 RP0323                          STATION DESCRIPTION
 RP0323
 RP0323'DESCRIBED BY MN DEPT OF TRANSP 1968
 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, T139N, R48W 10-9.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DM8088 ***********************************************************************
 DM8088  HT_MOD      -  This is a Height Modernization Survey Station.
 DM8088  DESIGNATION -  10 CEH
 DM8088  PID         -  DM8088
 DM8088  STATE/COUNTY-  MN/ITASCA
 DM8088  COUNTRY     -  US
 DM8088  USGS QUAD   -  ALVWOOD (2019)
 DM8088
 DM8088                         *CURRENT SURVEY CONTROL
 DM8088  ______________________________________________________________________
 DM8088* NAD 83(2011) POSITION- 47 39 29.50612(N) 094 18 22.42900(W)   ADJUSTED
 DM8088* NAD 83(2011) ELLIP HT-   384.955 (meters)        (06/27/12)   ADJUSTED
 DM8088* NAD 83(2011) EPOCH   -  2010.00
 DM8088* NAVD 88 ORTHO HEIGHT -   413.28  (meters)     1355.9   (feet) GPS OBS
 DM8088  ______________________________________________________________________
 DM8088  NAVD 88 orthometric height was determined with geoid model    GEOID09
 DM8088  GEOID HEIGHT    -        -28.298 (meters)                     GEOID09
 DM8088  GEOID HEIGHT    -        -28.337 (meters)                     GEOID18
 DM8088  NAD 83(2011) X  -   -323,185.920 (meters)                     COMP
 DM8088  NAD 83(2011) Y  - -4,291,992.949 (meters)                     COMP
 DM8088  NAD 83(2011) Z  -  4,691,647.039 (meters)                     COMP
 DM8088  LAPLACE CORR    -         -2.43  (seconds)                    DEFLEC18
 DM8088
 DM8088  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DM8088  Standards:
 DM8088         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DM8088            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DM8088  -------------------------------------------------------------------
 DM8088  NETWORK    0.40   0.47           0.18   0.14   0.24     -0.01894340
 DM8088  -------------------------------------------------------------------
 DM8088  Click here for local accuracies and other accuracy information.
 DM8088
 DM8088.The horizontal coordinates were established by GPS observations
 DM8088.and adjusted by the National Geodetic Survey in June 2012.
 DM8088
 DM8088.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DM8088.been affixed to the stable North American tectonic plate. See 
 DM8088.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DM8088
 DM8088.The horizontal coordinates are valid at the epoch date displayed above
 DM8088.which is a decimal equivalence of Year/Month/Day.
 DM8088
 DM8088.The orthometric height was determined by GPS observations and a
 DM8088.high-resolution geoid model using precise GPS observation and
 DM8088.processing techniques.
 DM8088
 DM8088.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM8088.GEOID18 height accuracy estimate available here.
 DM8088
 DM8088.Click photographs - Photos may exist for this station.
 DM8088
 DM8088.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DM8088
 DM8088.The Laplace correction was computed from DEFLEC18 derived deflections.
 DM8088
 DM8088.The ellipsoidal height was determined by GPS observations
 DM8088.and is referenced to NAD 83.
 DM8088
 DM8088. The following values were computed from the NAD 83(2011) position.
 DM8088
 DM8088;                    North         East     Units Scale Factor Converg.
 DM8088;SPC MN N     -   229,467.071   709,403.708   MT  0.99990758   -0 53 38.7
 DM8088;SPC MN N     -   752,843.22  2,327,435.33   sFT  0.99990758   -0 53 38.7
 DM8088;UTM  15      - 5,279,137.720   401,919.986   MT  0.99971821   -0 57 56.0
 DM8088
 DM8088!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DM8088!SPC MN N     -   0.99993967  x   0.99990758  =   0.99984725
 DM8088!UTM  15      -   0.99993967  x   0.99971821  =   0.99965789
 DM8088
 DM8088_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVN0191979137(NAD 83)
 DM8088
 DM8088                          SUPERSEDED SURVEY CONTROL
 DM8088
 DM8088  NAD 83(2007)-  47 39 29.50616(N)    094 18 22.42971(W) AD(2002.00) 1
 DM8088  ELLIP H (06/13/11)  384.986  (m)                       GP(2002.00) 4 1
 DM8088
 DM8088.Superseded values are not recommended for survey control.
 DM8088
 DM8088.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DM8088.See file dsdata.pdf to determine how the superseded data were derived.
 DM8088
 DM8088_MARKER: DD = SURVEY DISK
 DM8088_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 DM8088_STAMPING: 10 CEH 1971
 DM8088_MARK LOGO: USGS
 DM8088_PROJECTION: PROJECTING 3 CENTIMETERS
 DM8088_MAGNETIC: N = NO MAGNETIC MATERIAL
 DM8088_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DM8088_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DM8088+SATELLITE: SATELLITE OBSERVATIONS - November 16, 2009
 DM8088
 DM8088  HISTORY     - Date     Condition        Report By
 DM8088  HISTORY     - 19710401 MONUMENTED       USGS
 DM8088  HISTORY     - 20091116 GOOD             MNDT
 DM8088
 DM8088                          STATION DESCRIPTION
 DM8088
 DM8088'DESCRIBED BY MN DEPT OF TRANSP 2009 (GTC)
 DM8088'THE MARK WAS RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.
 DM8088'THE MARK IS AT ROSY, 34 FEET EAST OF DRIVEWAY, 26 FEET SOUTH OF ROAD,
 DM8088'AT NORTHWEST CORNER OF SECTION 12, 0.5 FOOT NORTH OF WITNESS POST, 1
 DM8088'MILE WEST OF COUNTY ROAD 156 ON COUNTY ROAD 32, FROM NATURES LAKE GO
 DM8088'NORTHWEST ON TRUNK HIGHWAY 47 THEN WEST ON COUNTY ROAD 13.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DH8989 ***********************************************************************
 DH8989  DESIGNATION -  10 DLS
 DH8989  PID         -  DH8989
 DH8989  STATE/COUNTY-  MN/ITASCA
 DH8989  COUNTRY     -  US
 DH8989  USGS QUAD   -  MAX (2019)
 DH8989
 DH8989                         *CURRENT SURVEY CONTROL
 DH8989  ______________________________________________________________________
 DH8989* NAD 83(1986) POSITION- 47 32 56.1    (N) 094 04 03.5    (W)   HD_HELD2
 DH8989* NAVD 88 ORTHO HEIGHT -   414.553 (meters)     1360.08  (feet) ADJUSTED
 DH8989  ______________________________________________________________________
 DH8989  GEOID HEIGHT    -        -28.597 (meters)                     GEOID18
 DH8989  DYNAMIC HEIGHT  -        414.605 (meters)     1360.25  (feet) COMP
 DH8989  MODELED GRAVITY -    980,726.2   (mgal)                       NAVD 88
 DH8989
 DH8989  VERT ORDER      -  SECOND    CLASS I
 DH8989
 DH8989.The horizontal coordinates were established by autonomous hand held GPS
 DH8989.observations and have an estimated accuracy of +/- 10 meters.
 DH8989
 DH8989.The orthometric height was determined by differential leveling and
 DH8989.adjusted by the NATIONAL GEODETIC SURVEY
 DH8989.in September 2006.
 DH8989
 DH8989.Significant digits in the geoid height do not necessarily reflect accuracy.
 DH8989.GEOID18 height accuracy estimate available here.
 DH8989
 DH8989.Click photographs - Photos may exist for this station.
 DH8989
 DH8989.The dynamic height is computed by dividing the NAVD 88
 DH8989.geopotential number by the normal gravity value computed on the
 DH8989.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH8989.degrees latitude (g = 980.6199 gals.).
 DH8989
 DH8989.The modeled gravity was interpolated from observed gravity values.
 DH8989
 DH8989;                    North         East    Units  Estimated Accuracy
 DH8989;SPC MN N     -   217,067.      727,170.      MT  (+/- 10 meters HH2 GPS)
 DH8989
 DH8989_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVN1966766718(NAD 83)
 DH8989
 DH8989                          SUPERSEDED SURVEY CONTROL
 DH8989
 DH8989.No superseded survey control is available for this station.
 DH8989
 DH8989_MARKER: DD = SURVEY DISK
 DH8989_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 DH8989_STAMPING: 10 DLS 1969
 DH8989_MARK LOGO: DI
 DH8989_PROJECTION: FLUSH
 DH8989_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DH8989_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DH8989_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DH8989+SATELLITE: SATELLITE OBSERVATIONS - September 27, 2017
 DH8989
 DH8989  HISTORY     - Date     Condition        Report By
 DH8989  HISTORY     - 19690401 MONUMENTED       USGS
 DH8989  HISTORY     - 20010919 GOOD             MNDT
 DH8989  HISTORY     - 20080722 GOOD             MNDT
 DH8989  HISTORY     - 20090730 GOOD             MNDT
 DH8989  HISTORY     - 20170927 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.
 DH8989
 DH8989                          STATION RECOVERY (2008)
 DH8989
 DH8989'RECOVERY NOTE BY MN DEPT OF TRANSP 2008 (GC)
 DH8989'23.1 MI (37.2 KM) NORTH OF DEER RIVER, AT THE JUNCTION OF TRUNK
 DH8989'HIGHWAY 46 AND COUNTY ROAD 34, AT TRUNK HIGHWAY 46 MILE POINT 20.2,
 DH8989'115.0 FT (35.1 M) NORTHWEST OF COUNTY ROAD 34, 51.0 FT (15.5 M)
 DH8989'NORTHEAST OF TRUNK HIGHWAY 46, 4.0 FT (1.2 M) SOUTH OF 18.0 INCH PINE
 DH8989'TREE, 1.0 FT (0.3 M) NORTHWEST OF A WITNESS POST.
 DH8989
 DH8989                          STATION RECOVERY (2009)
 DH8989
 DH8989'RECOVERY NOTE BY MN DEPT OF TRANSP 2009 (WAS)
 DH8989'23.1 MI (37.2 KM) NORTH OF DEER RIVER, AT THE JUNCTION OF TRUNK
 DH8989'HIGHWAY 46 AND COUNTY ROAD 34, AT TRUNK HIGHWAY 46 MILE POINT 20.2,
 DH8989'115.0 FT (35.1 M) NORTHWEST OF COUNTY ROAD 34, 51.0 FT (15.5 M)
 DH8989'NORTHEAST OF TRUNK HIGHWAY 46, 4.0 FT (1.2 M) SOUTH OF 18.0 INCH PINE
 DH8989'TREE, 1.0 FT (0.3 M) NORTHWEST OF A WITNESS POST.
 DH8989
 DH8989                          STATION RECOVERY (2017)
 DH8989
 DH8989'RECOVERY NOTE BY MN DEPT OF TRANSP 2017 (KMS)
 DH8989'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DN4407 ***********************************************************************
 DN4407  HT_MOD      -  This is a Height Modernization Survey Station.
 DN4407  DESIGNATION -  10 DNB
 DN4407  PID         -  DN4407
 DN4407  STATE/COUNTY-  MN/LAKE OF THE WOODS
 DN4407  COUNTRY     -  US
 DN4407  USGS QUAD   -  THE PINES (2019)
 DN4407
 DN4407                         *CURRENT SURVEY CONTROL
 DN4407  ______________________________________________________________________
 DN4407* NAD 83(2011) POSITION- 48 28 08.07924(N) 094 25 49.54324(W)   ADJUSTED
 DN4407* NAD 83(2011) ELLIP HT-   327.097 (meters)        (06/27/12)   ADJUSTED
 DN4407* NAD 83(2011) EPOCH   -  2010.00
 DN4407* NAVD 88 ORTHO HEIGHT -   356.00  (meters)     1168.0   (feet) GPS OBS
 DN4407  ______________________________________________________________________
 DN4407  NAVD 88 orthometric height was determined with geoid model    GEOID09
 DN4407  GEOID HEIGHT    -        -28.874 (meters)                     GEOID09
 DN4407  GEOID HEIGHT    -        -28.894 (meters)                     GEOID18
 DN4407  NAD 83(2011) X  -   -327,305.463 (meters)                     COMP
 DN4407  NAD 83(2011) Y  - -4,224,383.557 (meters)                     COMP
 DN4407  NAD 83(2011) Z  -  4,751,851.044 (meters)                     COMP
 DN4407  LAPLACE CORR    -          0.59  (seconds)                    DEFLEC18
 DN4407
 DN4407  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DN4407  Standards:
 DN4407         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DN4407            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DN4407  -------------------------------------------------------------------
 DN4407  NETWORK    0.46   0.63           0.22   0.14   0.32     -0.01560863
 DN4407  -------------------------------------------------------------------
 DN4407  Click here for local accuracies and other accuracy information.
 DN4407
 DN4407.The horizontal coordinates were established by GPS observations
 DN4407.and adjusted by the National Geodetic Survey in June 2012.
 DN4407
 DN4407.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DN4407.been affixed to the stable North American tectonic plate. See 
 DN4407.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DN4407
 DN4407.The horizontal coordinates are valid at the epoch date displayed above
 DN4407.which is a decimal equivalence of Year/Month/Day.
 DN4407
 DN4407.The orthometric height was determined by GPS observations and a
 DN4407.high-resolution geoid model using precise GPS observation and
 DN4407.processing techniques.
 DN4407
 DN4407.Significant digits in the geoid height do not necessarily reflect accuracy.
 DN4407.GEOID18 height accuracy estimate available here.
 DN4407
 DN4407.Click photographs - Photos may exist for this station.
 DN4407
 DN4407.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DN4407
 DN4407.The Laplace correction was computed from DEFLEC18 derived deflections.
 DN4407
 DN4407.The ellipsoidal height was determined by GPS observations
 DN4407.and is referenced to NAD 83.
 DN4407
 DN4407. The following values were computed from the NAD 83(2011) position.
 DN4407
 DN4407;                    North         East     Units Scale Factor Converg.
 DN4407;SPC MN N     -   319,744.119   701,627.734   MT  0.99996401   -0 59 10.1
 DN4407;SPC MN N     - 1,049,027.16  2,301,923.66   sFT  0.99996401   -0 59 10.1
 DN4407;UTM  15      - 5,369,407.978   394,268.300   MT  0.99973735   -1 04 15.3
 DN4407
 DN4407!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DN4407!SPC MN N     -   0.99994874  x   0.99996401  =   0.99991275
 DN4407!UTM  15      -   0.99994874  x   0.99973735  =   0.99968610
 DN4407
 DN4407_U.S. NATIONAL GRID SPATIAL ADDRESS: 15UUP9426869407(NAD 83)
 DN4407
 DN4407                          SUPERSEDED SURVEY CONTROL
 DN4407
 DN4407  NAD 83(2007)-  48 28 08.07930(N)    094 25 49.54410(W) AD(2002.00) 1
 DN4407  ELLIP H (09/16/11)  327.122  (m)                       GP(2002.00) 1 1
 DN4407
 DN4407.Superseded values are not recommended for survey control.
 DN4407
 DN4407.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN4407.See file dsdata.pdf to determine how the superseded data were derived.
 DN4407
 DN4407_MARKER: DD = SURVEY DISK
 DN4407_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 DN4407_STAMPING: 10 DNB 1971
 DN4407_MARK LOGO: USGS
 DN4407_PROJECTION: FLUSH
 DN4407_MAGNETIC: I = MARKER IS A STEEL ROD
 DN4407_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DN4407_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DN4407+SATELLITE: SATELLITE OBSERVATIONS - June 28, 2017
 DN4407
 DN4407  HISTORY     - Date     Condition        Report By
 DN4407  HISTORY     - 19711031 MONUMENTED       USGS
 DN4407  HISTORY     - 20081210 GOOD             MNDT
 DN4407  HISTORY     - 20170628 GOOD             MNDT
 DN4407
 DN4407                          STATION DESCRIPTION
 DN4407
 DN4407'DESCRIBED BY MN DEPT OF TRANSP 2008 (MPP)
 DN4407'17.0 MILES SOUTH OF TRUNK HIGHWAY 11, 6.0 MILES EAST OF TRUNK HIGHWAY
 DN4407'72 ALONG COUNTY ROAD 82 FROM JUNCTION OF COUNTY ROAD 82 AND TRUNK
 DN4407'HIGHWAY 72, NEAR LAKE OF THE WOODS-KOOCKICHING COUNTY LINE, 187 FEET
 DN4407'WEST OF TEE-ROAD WEST, 42 FEET NORTH OF COUNTY ROAD 82 (STATE FIRE
 DN4407'ROAD), 1.0 FOOT SOUTH OF WITNESS POST.  COPPER CLAD STEEL ROD AND
 DN4407'DISK, ROD DEPTH IS UNKNOWN, DISK IS RECESSED 2 INCHES.
 DN4407
 DN4407                          STATION RECOVERY (2017)
 DN4407
 DN4407'RECOVERY NOTE BY MN DEPT OF TRANSP 2017 (KXT)
 DN4407'17.0 MILES SOUTH OF TRUNK HIGHWAY 11, 6.0 MILES EAST OF TRUNK HIGHWAY
 DN4407'72 ALONG COUNTY ROAD 82 FROM THE JUNCTION OF COUNTY ROAD 82 AND TRUNK
 DN4407'HIGHWAY 72, NEAR LAKE OF THE WOODS-KOOCHICHING COUNTY LINE, 187.0 FEET
 DN4407'WEST OF TEE-ROAD WEST, 42.0 FEET NORTH OF COUNTY ROAD 82 (STATE FIRE
 DN4407'ROAD), 1.0 FOOT SOUTH OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DQ3801 ***********************************************************************
 DQ3801  DESIGNATION -  10 DRL
 DQ3801  PID         -  DQ3801
 DQ3801  STATE/COUNTY-  MN/POPE
 DQ3801  COUNTRY     -  US
 DQ3801  USGS QUAD   -  LOWRY (2019)
 DQ3801
 DQ3801                         *CURRENT SURVEY CONTROL
 DQ3801  ______________________________________________________________________
 DQ3801* NAD 83(2011) POSITION- 45 44 41.52590(N) 095 31 51.53272(W)   ADJUSTED
 DQ3801* NAD 83(2011) ELLIP HT-   396.871 (meters)        (01/28/26)   ADJUSTED
 DQ3801* NAD 83(2011) EPOCH   -  2010.00
 DQ3801* NAVD 88 ORTHO HEIGHT -   422.854 (meters)     1387.31  (feet) ADJUSTED
 DQ3801  ______________________________________________________________________
 DQ3801  GEOID HEIGHT    -        -25.990 (meters)                     GEOID18
 DQ3801  NAD 83(2011) X  -   -429,771.506 (meters)                     COMP
 DQ3801  NAD 83(2011) Y  - -4,438,192.011 (meters)                     COMP
 DQ3801  NAD 83(2011) Z  -  4,545,787.608 (meters)                     COMP
 DQ3801  LAPLACE CORR    -         -0.25  (seconds)                    DEFLEC18
 DQ3801  DYNAMIC HEIGHT  -        422.846 (meters)     1387.29  (feet) COMP
 DQ3801  MODELED GRAVITY -    980,583.6   (mgal)                       NAVD 88
 DQ3801
 DQ3801  VERT ORDER      -  SECOND    CLASS I
 DQ3801
 DQ3801  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DQ3801  Standards:
 DQ3801         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DQ3801            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DQ3801  -------------------------------------------------------------------
 DQ3801  NETWORK    0.46   0.73           0.21   0.16   0.37     -0.04189252
 DQ3801  -------------------------------------------------------------------
 DQ3801  Click here for local accuracies and other accuracy information.
 DQ3801
 DQ3801.The horizontal coordinates were established by GPS observations
 DQ3801.and adjusted by the MN DEPT OF TRANSP in January 2026.
 DQ3801
 DQ3801.Refers to NAD 83 (2011) epoch 2010.00 coordinates where the reference 
 DQ3801.frame has been affixed to the stable North American tectonic plate 
 DQ3801
 DQ3801.The horizontal coordinates are valid at the epoch date displayed above
 DQ3801.which is a decimal equivalence of Year/Month/Day.
 DQ3801
 DQ3801.The orthometric height was determined by differential leveling and
 DQ3801.adjusted by the NATIONAL GEODETIC SURVEY
 DQ3801.in February 2018.
 DQ3801
 DQ3801.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ3801.GEOID18 height accuracy estimate available here.
 DQ3801
 DQ3801.Click photographs - Photos may exist for this station.
 DQ3801
 DQ3801.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DQ3801
 DQ3801.The Laplace correction was computed from DEFLEC18 derived deflections.
 DQ3801
 DQ3801.The ellipsoidal height was determined by GPS observations
 DQ3801.and is referenced to NAD 83.
 DQ3801
 DQ3801.The dynamic height is computed by dividing the NAVD 88
 DQ3801.geopotential number by the normal gravity value computed on the
 DQ3801.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ3801.degrees latitude (g = 980.6199 gals.).
 DQ3801
 DQ3801.The modeled gravity was interpolated from observed gravity values.
 DQ3801
 DQ3801. The following values were computed from the NAD 83(2011) position.
 DQ3801
 DQ3801;                    North         East     Units Scale Factor Converg.
 DQ3801;SPC MN C     -   183,595.711   700,322.751   MT  0.99997469   -0 55 35.9
 DQ3801;SPC MN C     -   602,346.93  2,297,642.23   sFT  0.99997469   -0 55 35.9
 DQ3801;UTM  15      - 5,068,816.760   303,123.049   MT  1.00007655   -1 48 48.1
 DQ3801
 DQ3801!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DQ3801!SPC MN C     -   0.99993779  x   0.99997469  =   0.99991248
 DQ3801!UTM  15      -   0.99993779  x   1.00007655  =   1.00001433
 DQ3801
 DQ3801_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUL0312368816(NAD 83)
 DQ3801
 DQ3801                          SUPERSEDED SURVEY CONTROL
 DQ3801
 DQ3801.No superseded survey control is available for this station.
 DQ3801
 DQ3801_MARKER: DD = SURVEY DISK
 DQ3801_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 DQ3801_STAMPING: 10 DRL 1965
 DQ3801_MARK LOGO: USGS
 DQ3801_PROJECTION: RECESSED 5 CENTIMETERS
 DQ3801_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DQ3801_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DQ3801_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ3801+SATELLITE: SATELLITE OBSERVATIONS - July 17, 2025
 DQ3801
 DQ3801  HISTORY     - Date     Condition        Report By
 DQ3801  HISTORY     - 19650401 MONUMENTED       USGS
 DQ3801  HISTORY     - 20151008 GOOD             MNDT
 DQ3801  HISTORY     - 20250717 GOOD             MNDT
 DQ3801
 DQ3801                          STATION DESCRIPTION
 DQ3801
 DQ3801'DESCRIBED BY MN DEPT OF TRANSP 2015 (KMS)
 DQ3801'THE MARK IS LOCATED ABOUT 2.7 MI (4.3 KM) NORTH-NORTHWEST OF LOWRY.
 DQ3801'
 DQ3801'TO REACH THE MARK GO 2.2 MI (3.5 KM) NORTH ALONG TRUNK HIGHWAY 114
 DQ3801'FROM THE JUNCTION OF TRUNK HIGHWAYS 114 AND 55 (JUNCTION IS 1.0 MI
 DQ3801'(1.6 KM) NORTHWEST OF LOWRY), AT TRUNK HIGHWAY 114 MILE POINT 9.5.
 DQ3801'
 DQ3801'THE MARK IS LOCATED 74.0 FT (22.6 M) WEST OF TRUNK HIGHWAY 114, 31.0
 DQ3801'FT (9.4 M) SOUTH OF COUNTY ROAD 76 EXTENDED, 25.0 FT (7.6 M) SOUTH OF
 DQ3801'A FIELD ENTRANCE, 1.0 FT (0.3 M) SOUTH OF A WITNESS POST.
 DQ3801
 DQ3801                          STATION RECOVERY (2025)
 DQ3801
 DQ3801'RECOVERY NOTE BY MN DEPT OF TRANSP 2025 (KMS)
 DQ3801'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DM1925 ***********************************************************************
 DM1925  HT_MOD      -  This is a Height Modernization Survey Station.
 DM1925  DESIGNATION -  10 JKP
 DM1925  PID         -  DM1925
 DM1925  STATE/COUNTY-  MN/STEVENS
 DM1925  COUNTRY     -  US
 DM1925  USGS QUAD   -  HANCOCK NW (2019)
 DM1925
 DM1925                         *CURRENT SURVEY CONTROL
 DM1925  ______________________________________________________________________
 DM1925* NAD 83(2011) POSITION- 45 28 13.27522(N) 095 59 39.53952(W)   ADJUSTED
 DM1925* NAD 83(2011) ELLIP HT-   315.574 (meters)        (06/27/12)   ADJUSTED
 DM1925* NAD 83(2011) EPOCH   -  2010.00
 DM1925* NAVD 88 ORTHO HEIGHT -   341.90  (meters)     1121.7   (feet) GPS OBS
 DM1925  ______________________________________________________________________
 DM1925  NAVD 88 orthometric height was determined with an earlier geoid model
 DM1925  GEOID HEIGHT    -        -26.314 (meters)                     GEOID18
 DM1925  NAD 83(2011) X  -   -467,918.441 (meters)                     COMP
 DM1925  NAD 83(2011) Y  - -4,456,198.664 (meters)                     COMP
 DM1925  NAD 83(2011) Z  -  4,524,384.163 (meters)                     COMP
 DM1925  LAPLACE CORR    -         -0.72  (seconds)                    DEFLEC18
 DM1925
 DM1925  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DM1925  Standards:
 DM1925         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DM1925            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DM1925  -------------------------------------------------------------------
 DM1925  NETWORK    0.24   0.35           0.11   0.08   0.18      0.05299666
 DM1925  -------------------------------------------------------------------
 DM1925  Click here for local accuracies and other accuracy information.
 DM1925
 DM1925.The horizontal coordinates were established by GPS observations
 DM1925.and adjusted by the National Geodetic Survey in June 2012.
 DM1925
 DM1925.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DM1925.been affixed to the stable North American tectonic plate. See 
 DM1925.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DM1925
 DM1925.The horizontal coordinates are valid at the epoch date displayed above
 DM1925.which is a decimal equivalence of Year/Month/Day.
 DM1925
 DM1925.The orthometric height was determined by GPS observations and a
 DM1925.high-resolution geoid model using precise GPS observation and
 DM1925.processing techniques.
 DM1925
 DM1925.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM1925.GEOID18 height accuracy estimate available here.
 DM1925
 DM1925.Click photographs - Photos may exist for this station.
 DM1925
 DM1925.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DM1925
 DM1925.The Laplace correction was computed from DEFLEC18 derived deflections.
 DM1925
 DM1925.The ellipsoidal height was determined by GPS observations
 DM1925.and is referenced to NAD 83.
 DM1925
 DM1925. The following values were computed from the NAD 83(2011) position.
 DM1925
 DM1925;                    North         East     Units Scale Factor Converg.
 DM1925;SPC MN C     -   153,781.060   663,602.335   MT  1.00003491   -1 15 42.5
 DM1925;SPC MN C     -   504,530.03  2,177,168.66   sFT  1.00003491   -1 15 42.5
 DM1925;UTM  15      - 5,039,564.957   265,942.514   MT  1.00027360   -2 08 08.1
 DM1925;UTM  14      - 5,039,598.153   734,945.995   MT  1.00027873   +2 08 37.3
 DM1925
 DM1925!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DM1925!SPC MN C     -   0.99995053  x   1.00003491  =   0.99998544
 DM1925!UTM  15      -   0.99995053  x   1.00027360  =   1.00022411
 DM1925!UTM  14      -   0.99995053  x   1.00027873  =   1.00022924
 DM1925
 DM1925_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTL6594239564(NAD 83)
 DM1925
 DM1925                          SUPERSEDED SURVEY CONTROL
 DM1925
 DM1925  NAD 83(2007)-  45 28 13.27505(N)    095 59 39.53977(W) AD(2002.00) 1
 DM1925  ELLIP H (08/31/10)  315.623  (m)                       GP(2002.00) 3 1
 DM1925  NAD 83(2007)-  45 28 13.27500(N)    095 59 39.54064(W) AD(2002.00) 1
 DM1925  ELLIP H (08/04/10)  315.591  (m)                       GP(2002.00) 3 1
 DM1925  NAVD 88 (08/04/10)  341.86   (m)  GEOID03  model used  GPS OBS        
 DM1925
 DM1925.Superseded values are not recommended for survey control.
 DM1925
 DM1925.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DM1925.See file dsdata.pdf to determine how the superseded data were derived.
 DM1925
 DM1925_MARKER: DD = SURVEY DISK
 DM1925_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DM1925_STAMPING: 10 JKP 1966
 DM1925_MARK LOGO: USGS
 DM1925_PROJECTION: FLUSH
 DM1925_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 DM1925_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DM1925+STABILITY: SURFACE MOTION
 DM1925_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DM1925+SATELLITE: SATELLITE OBSERVATIONS - August 06, 2009
 DM1925
 DM1925  HISTORY     - Date     Condition        Report By
 DM1925  HISTORY     - 19660401 MONUMENTED       USGS
 DM1925  HISTORY     - 20090806 GOOD             MNDT
 DM1925  HISTORY     - 20090806 GOOD             MNDT
 DM1925
 DM1925                          STATION DESCRIPTION
 DM1925
 DM1925'DESCRIBED BY MN DEPT OF TRANSP 2009 (CAG)
 DM1925'THE MARK WAS RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.
 DM1925'THE MARK IS 7.8 MILES SOUTHEAST OF ALBERTA, 7.5 MILES SOUTH ALONG
 DM1925'TRUNK HIGHWAY 28 FROM THE JUNCTION OF TRUNK HIGHWAY 28 AND COUNTY ROAD
 DM1925'9 IN ALBERTA, THEN 3.0 MILES WEST ALONG COUNTY ROAD 60 (300TH STREET),
 DM1925'50.0 FEET NORTH OF 300TH STREET, 47.0 FEET WEST OF 520TH AVENUE, 27.5
 DM1925'FEET NORTH-NORTHWEST OF NORTH END OF 24 INCH CONCRETE CULVERT, 26.2
 DM1925'FEET WEST-NORTHWEST OF YIELD SIGN, 2.0 FEET EAST OF WITNESS POST.
 DM1925
 DM1925                          STATION RECOVERY (2009)
 DM1925
 DM1925'RECOVERY NOTE BY MN DEPT OF TRANSP 2009 (MPP)
 DM1925'THE MARK WAS RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.
 DM1925'THE MARK IS 7.8 MILES SOUTHEAST OF ALBERTA, 7.5 MILES SOUTH ALONG
 DM1925'TRUNK HIGHWAY 28 FROM THE JUNCTION OF TRUNK HIGHWAY 28 AND COUNTY ROAD
 DM1925'9 IN ALBERTA, THEN 3.0 MILES WEST ALONG COUNTY ROAD 60 (300TH STREET),
 DM1925'50.0 FEET NORTH OF 300TH STREET, 47.0 FEET WEST OF 520TH AVENUE, 27.5
 DM1925'FEET NORTH-NORTHWEST OF NORTH END OF 24 INCH CONCRETE CULVERT, 26.2
 DM1925'FEET WEST-NORTHWEST OF YIELD SIGN, 2.0 FEET EAST OF WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DI4081 ***********************************************************************
 DI4081  DESIGNATION -  10 KED
 DI4081  PID         -  DI4081
 DI4081  STATE/COUNTY-  MN/KOOCHICHING
 DI4081  COUNTRY     -  US
 DI4081  USGS QUAD   -  ERICSBURG SE (2019)
 DI4081
 DI4081                         *CURRENT SURVEY CONTROL
 DI4081  ______________________________________________________________________
 DI4081* NAD 83(1986) POSITION- 48 22 28.24   (N) 093 15 14.48   (W)   HD_HELD1
 DI4081* NAVD 88 ORTHO HEIGHT -   382.986 (meters)     1256.51  (feet) ADJUSTED
 DI4081  ______________________________________________________________________
 DI4081  GEOID HEIGHT    -        -30.565 (meters)                     GEOID18
 DI4081  DYNAMIC HEIGHT  -        383.066 (meters)     1256.78  (feet) COMP
 DI4081  MODELED GRAVITY -    980,808.3   (mgal)                       NAVD 88
 DI4081
 DI4081  VERT ORDER      -  SECOND    CLASS I
 DI4081
 DI4081.The horizontal coordinates were determined by differentially corrected
 DI4081.hand held GPS observations or other comparable positioning techniques
 DI4081.and have an estimated accuracy of +/- 3 meters.
 DI4081
 DI4081.The orthometric height was determined by differential leveling and
 DI4081.adjusted by the NATIONAL GEODETIC SURVEY
 DI4081.in June 2007.
 DI4081
 DI4081.No vertical observational check was made to the station.
 DI4081
 DI4081.Significant digits in the geoid height do not necessarily reflect accuracy.
 DI4081.GEOID18 height accuracy estimate available here.
 DI4081
 DI4081.Click photographs - Photos may exist for this station.
 DI4081
 DI4081.The dynamic height is computed by dividing the NAVD 88
 DI4081.geopotential number by the normal gravity value computed on the
 DI4081.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DI4081.degrees latitude (g = 980.6199 gals.).
 DI4081
 DI4081.The modeled gravity was interpolated from observed gravity values.
 DI4081
 DI4081;                    North         East    Units  Estimated Accuracy
 DI4081;SPC MN N     -   308,412.3     788,590.1     MT  (+/- 3 meters HH1 GPS) 
 DI4081
 DI4081_U.S. NATIONAL GRID SPATIAL ADDRESS: 15UVP8118857958(NAD 83)
 DI4081
 DI4081                          SUPERSEDED SURVEY CONTROL
 DI4081
 DI4081.No superseded survey control is available for this station.
 DI4081
 DI4081_MARKER: DD = SURVEY DISK
 DI4081_SETTING: 66 = SET IN ROCK OUTCROP
 DI4081_STAMPING: 10 KED 1968
 DI4081_MARK LOGO: USGS
 DI4081_MAGNETIC: N = NO MAGNETIC MATERIAL
 DI4081_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DI4081+STABILITY: POSITION/ELEVATION WELL
 DI4081_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DI4081+SATELLITE: SATELLITE OBSERVATIONS - 1968
 DI4081
 DI4081  HISTORY     - Date     Condition        Report By
 DI4081  HISTORY     - 1968     MONUMENTED       USGS
 DI4081
 DI4081                          STATION DESCRIPTION
 DI4081
 DI4081'DESCRIBED BY US GEOLOGICAL SURVEY 1968
 DI4081'2.5 MILES SOUTHEAST OF RAY, GO 2.05 MILES WEST ALONG TRUNK HIGHWAY 217
 DI4081'FROM THE JUNCTION OF TRUNK HIGHWAY 217 AND  TRUNK HIGHWAY 53 IN RAY,
 DI4081'TO TRUNK HIGHWAY 217 MILEPOINT 15.30, THEN 2.70 MILES SOUTHWEST ON
 DI4081'COUNTY ROAD 29 TO TOP OF BARE ROCK OUTCROP AT CREST OF HILL, 113 FEET
 DI4081'SOUTH AND 158 FEET EAST OF ROAD AT CREST OF HILL AND ENTRANCE NORTH TO
 DI4081'GRAVEL STOCKPILE.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DL2321 ***********************************************************************
 DL2321  DESIGNATION -  10 KEE
 DL2321  PID         -  DL2321
 DL2321  STATE/COUNTY-  MN/ROSEAU
 DL2321  COUNTRY     -  US
 DL2321  USGS QUAD   -  LEO (2019)
 DL2321
 DL2321                         *CURRENT SURVEY CONTROL
 DL2321  ______________________________________________________________________
 DL2321* NAD 83(2011) POSITION- 48 48 18.45962(N) 096 22 15.95880(W)   ADJUSTED
 DL2321* NAD 83(2011) ELLIP HT-   282.726 (meters)        (06/27/12)   ADJUSTED
 DL2321* NAD 83(2011) EPOCH   -  2010.00
 DL2321* NAVD 88 ORTHO HEIGHT -   310.3   (meters)     1018.    (feet) GPS OBS
 DL2321  ______________________________________________________________________
 DL2321  NAVD 88 orthometric height was determined with geoid model    GEOID03
 DL2321  GEOID HEIGHT    -        -27.483 (meters)                     GEOID03
 DL2321  GEOID HEIGHT    -        -27.539 (meters)                     GEOID18
 DL2321  NAD 83(2011) X  -   -467,057.591 (meters)                     COMP
 DL2321  NAD 83(2011) Y  - -4,182,958.087 (meters)                     COMP
 DL2321  NAD 83(2011) Z  -  4,776,526.032 (meters)                     COMP
 DL2321  LAPLACE CORR    -         -2.14  (seconds)                    DEFLEC18
 DL2321
 DL2321  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DL2321  Standards:
 DL2321         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DL2321            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DL2321  -------------------------------------------------------------------
 DL2321  NETWORK    0.67   0.55           0.30   0.24   0.28      0.19960374
 DL2321  -------------------------------------------------------------------
 DL2321  Click here for local accuracies and other accuracy information.
 DL2321
 DL2321.The horizontal coordinates were established by GPS observations
 DL2321.and adjusted by the National Geodetic Survey in June 2012.
 DL2321
 DL2321.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DL2321.been affixed to the stable North American tectonic plate. See 
 DL2321.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DL2321
 DL2321.The horizontal coordinates are valid at the epoch date displayed above
 DL2321.which is a decimal equivalence of Year/Month/Day.
 DL2321
 DL2321.The orthometric height was determined by GPS observations and a
 DL2321.high-resolution geoid model.
 DL2321
 DL2321.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL2321.GEOID18 height accuracy estimate available here.
 DL2321
 DL2321.Click photographs - Photos may exist for this station.
 DL2321
 DL2321.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DL2321
 DL2321.The Laplace correction was computed from DEFLEC18 derived deflections.
 DL2321
 DL2321.The ellipsoidal height was determined by GPS observations
 DL2321.and is referenced to NAD 83.
 DL2321
 DL2321. The following values were computed from the NAD 83(2011) position.
 DL2321
 DL2321;                    North         East     Units Scale Factor Converg.
 DL2321;SPC MN N     -   361,369.414   559,775.924   MT  1.00004652   -2 25 28.6
 DL2321;SPC MN N     - 1,185,592.82  1,836,531.51   sFT  1.00004652   -2 25 28.6
 DL2321;UTM  14      - 5,409,126.371   693,024.532   MT  1.00005775   +1 58 43.6
 DL2321
 DL2321!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DL2321!SPC MN N     -   0.99995569  x   1.00004652  =   1.00000221
 DL2321!UTM  14      -   0.99995569  x   1.00005775  =   1.00001344
 DL2321
 DL2321_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UPV9302409126(NAD 83)
 DL2321
 DL2321                          SUPERSEDED SURVEY CONTROL
 DL2321
 DL2321  NAD 83(2007)-  48 48 18.45955(N)    096 22 15.95980(W) AD(2002.00) 1
 DL2321  ELLIP H (04/01/09)  282.757  (m)                       GP(2002.00) 4 1
 DL2321
 DL2321.Superseded values are not recommended for survey control.
 DL2321
 DL2321.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL2321.See file dsdata.pdf to determine how the superseded data were derived.
 DL2321
 DL2321_MARKER: DD = SURVEY DISK
 DL2321_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL2321_STAMPING: 10 KEE 1966
 DL2321_MARK LOGO: USGS
 DL2321_PROJECTION: PROJECTING 8 CENTIMETERS
 DL2321_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DL2321_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DL2321+STABILITY: SURFACE MOTION
 DL2321_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL2321+SATELLITE: SATELLITE OBSERVATIONS - June 24, 2020
 DL2321
 DL2321  HISTORY     - Date     Condition        Report By
 DL2321  HISTORY     - 1966     MONUMENTED       USGS
 DL2321  HISTORY     - 20091001 GOOD             MNDT
 DL2321  HISTORY     - 20200624 GOOD             MNDT
 DL2321
 DL2321                          STATION DESCRIPTION
 DL2321
 DL2321'DESCRIBED BY MN DEPT OF TRANSP 2009 (DKH)
 DL2321'THE MARK WAS RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.
 DL2321'THE MARK IS 1.0 MILE SOUTH AND 8.6 MILES WEST OF HAUG, 1.0 MILE SOUTH
 DL2321'ALONG COUNTY ROAD 7 FROM THE JUNCTION OF COUNTY ROAD 7 AND COUNTY ROAD
 DL2321'26 IN HAUG, THENCE 8.6 MILES WEST ON 280TH STREET, 77 FEET NORTH OF
 DL2321'ROAD AT FENCE NORTH, 1 FOOT NORTH OF WITNESS POST.
 DL2321
 DL2321                          STATION RECOVERY (2020)
 DL2321
 DL2321'RECOVERY NOTE BY MN DEPT OF TRANSP 2020 (KMS)
 DL2321'1.0 MI (1.6 KM) SOUTH AND 8.6 MI (13.8 KM) WEST OF HAUG, 1.0 MI (1.6
 DL2321'KM) SOUTH ALONG COUNTY ROAD 7 FROM THE JUNCTION OF COUNTY ROAD 7 AND
 DL2321'COUNTY ROAD 26 IN HAUG, THEN 8.6 MI (13.8 KM) WEST ON 280TH STREET,
 DL2321'77.0 FT (23.5 M) NORTH OF 280TH STREET, 1.0 FT (0.3 M) SOUTH OF A
 DL2321'WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 AH6965 ***********************************************************************
 AH6965  DESIGNATION -  10 LMT
 AH6965  PID         -  AH6965
 AH6965  STATE/COUNTY-  MN/CROW WING
 AH6965  COUNTRY     -  US
 AH6965  USGS QUAD   -  ROOSEVELT LAKE (2019)
 AH6965
 AH6965                         *CURRENT SURVEY CONTROL
 AH6965  ______________________________________________________________________
 AH6965* NAD 83(1986) POSITION- 46 46 22.98   (N) 093 58 00.02   (W)   HD_HELD1
 AH6965* NAVD 88 ORTHO HEIGHT -   395.961 (meters)     1299.08  (feet) ADJUSTED
 AH6965  ______________________________________________________________________
 AH6965  GEOID HEIGHT    -        -28.190 (meters)                     GEOID18
 AH6965  DYNAMIC HEIGHT  -        395.984 (meters)     1299.16  (feet) COMP
 AH6965  MODELED GRAVITY -    980,660.5   (mgal)                       NAVD 88
 AH6965
 AH6965  VERT ORDER      -  SECOND    CLASS I
 AH6965
 AH6965.The horizontal coordinates were determined by differentially corrected
 AH6965.hand held GPS observations or other comparable positioning techniques
 AH6965.and have an estimated accuracy of +/- 3 meters.
 AH6965
 AH6965.The orthometric height was determined by differential leveling and
 AH6965.adjusted by the NATIONAL GEODETIC SURVEY
 AH6965.in August 2006.
 AH6965
 AH6965.Significant digits in the geoid height do not necessarily reflect accuracy.
 AH6965.GEOID18 height accuracy estimate available here.
 AH6965
 AH6965.Click photographs - Photos may exist for this station.
 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     -   297,110.0     821,638.8     MT  (+/- 3 meters HH1 GPS) 
 AH6965
 AH6965_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVM2619780398(NAD 83)
 AH6965
 AH6965                          SUPERSEDED SURVEY CONTROL
 AH6965
 AH6965  NAVD 88 (09/27/00)  395.960  (m)         1299.08   (f) SUPERSEDED  2 1
 AH6965
 AH6965.Superseded values are not recommended for survey control.
 AH6965
 AH6965.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH6965.See file dsdata.pdf to determine how the superseded data were derived.
 AH6965
 AH6965_MARKER: DD = SURVEY DISK
 AH6965_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 AH6965_STAMPING: 10 LMT 1969
 AH6965_MARK LOGO: USGS
 AH6965_PROJECTION: FLUSH
 AH6965_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AH6965_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AH6965_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH6965+SATELLITE: SATELLITE OBSERVATIONS - August 16, 2023
 AH6965
 AH6965  HISTORY     - Date     Condition        Report By
 AH6965  HISTORY     - 1969     MONUMENTED       USGS
 AH6965  HISTORY     - 19940913 GOOD             MNDT
 AH6965  HISTORY     - 20190806 GOOD             MNDT
 AH6965  HISTORY     - 20221028 GOOD             MNDT
 AH6965  HISTORY     - 20230816 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.
 AH6965
 AH6965                          STATION RECOVERY (2019)
 AH6965
 AH6965'RECOVERY NOTE BY MN DEPT OF TRANSP 2019 (DAS)
 AH6965'RECOVERED IN GOOD CONDITION.
 AH6965
 AH6965                          STATION RECOVERY (2022)
 AH6965
 AH6965'RECOVERY NOTE BY MN DEPT OF TRANSP 2022 (DAS)
 AH6965'RECOVERED IN GOOD CONDITION.
 AH6965'
 AH6965'NOTE-120.0 FT (36.6 M) NORTH OF A FIELD ENTRANCE AND 7.5 FT (2.3 M)
 AH6965'SOUTHEAST OF A POWER POLE.
 AH6965
 AH6965                          STATION RECOVERY (2023)
 AH6965
 AH6965'RECOVERY NOTE BY MN DEPT OF TRANSP 2023 (MAS)
 AH6965'3.0 MI (4.8 KM) NORTH OF EMILY, 3.1 MI (5.0 KM) NORTH AND NORTHWEST
 AH6965'ALONG TRUNK HIGHWAY 6 NORTH FROM THE JUNCTION OF TRUNK HIGHWAY 6 NORTH
 AH6965'AND COUNTY ROAD 1 IN EMILY, 81.7 FT (24.9 M) WEST OF TRUNK HIGHWAY 6,
 AH6965'AT TRUNK HIGHWAY 6 MILE POINT 34.80, 360.0 FT (109.7 M) SOUTH OF THE
 AH6965'NORTHEAST CORNER OF SECTION 16, 120.0 FT (36.6 M) NORTH OF A FIELD
 AH6965'ENTRANCE, 7.5 FT (2.3 M) SOUTHEAST OF A POWER POLE, 1.0 FT (0.3 M)
 AH6965'NORTH OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DH6003 ***********************************************************************
 DH6003  DESIGNATION -  10 LNB
 DH6003  PID         -  DH6003
 DH6003  STATE/COUNTY-  MN/DOUGLAS
 DH6003  COUNTRY     -  US
 DH6003  USGS QUAD   -  LAKE MILTONA EAST (2019)
 DH6003
 DH6003                         *CURRENT SURVEY CONTROL
 DH6003  ______________________________________________________________________
 DH6003* NAD 83(2011) POSITION- 46 01 11.55554(N) 095 17 30.83735(W)   ADJUSTED
 DH6003* NAD 83(2011) ELLIP HT-   396.774 (meters)        (02/26/15)   ADJUSTED
 DH6003* NAD 83(2011) EPOCH   -  2010.00
 DH6003* NAVD 88 ORTHO HEIGHT -   423.149 (meters)     1388.28  (feet) ADJUSTED
 DH6003  ______________________________________________________________________
 DH6003  GEOID HEIGHT    -        -26.328 (meters)                     GEOID18
 DH6003  NAD 83(2011) X  -   -409,224.216 (meters)                     COMP
 DH6003  NAD 83(2011) Y  - -4,418,094.482 (meters)                     COMP
 DH6003  NAD 83(2011) Z  -  4,567,067.490 (meters)                     COMP
 DH6003  LAPLACE CORR    -         -0.97  (seconds)                    DEFLEC18
 DH6003  DYNAMIC HEIGHT  -        423.149 (meters)     1388.28  (feet) COMP
 DH6003  MODELED GRAVITY -    980,603.7   (mgal)                       NAVD 88
 DH6003
 DH6003  VERT ORDER      -  THIRD
 DH6003
 DH6003  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DH6003  Standards:
 DH6003         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DH6003            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DH6003  -------------------------------------------------------------------
 DH6003  NETWORK    1.04   0.78           0.49   0.32   0.40      0.10595849
 DH6003  -------------------------------------------------------------------
 DH6003  Click here for local accuracies and other accuracy information.
 DH6003
 DH6003.The horizontal coordinates were established by GPS observations
 DH6003.and adjusted by the MN DEPT OF TRANSP in February 2015.
 DH6003
 DH6003.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DH6003.been affixed to the stable North American tectonic plate. See 
 DH6003.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DH6003
 DH6003.The horizontal coordinates are valid at the epoch date displayed above
 DH6003.which is a decimal equivalence of Year/Month/Day.
 DH6003
 DH6003.The orthometric height was determined by differential leveling and
 DH6003.adjusted by the NATIONAL GEODETIC SURVEY
 DH6003.in May 2009.
 DH6003
 DH6003.No vertical observational check was made to the station.
 DH6003
 DH6003.Significant digits in the geoid height do not necessarily reflect accuracy.
 DH6003.GEOID18 height accuracy estimate available here.
 DH6003
 DH6003.Click photographs - Photos may exist for this station.
 DH6003
 DH6003.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH6003
 DH6003.The Laplace correction was computed from DEFLEC18 derived deflections.
 DH6003
 DH6003.The ellipsoidal height was determined by GPS observations
 DH6003.and is referenced to NAD 83.
 DH6003
 DH6003.The dynamic height is computed by dividing the NAVD 88
 DH6003.geopotential number by the normal gravity value computed on the
 DH6003.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH6003.degrees latitude (g = 980.6199 gals.).
 DH6003
 DH6003.The modeled gravity was interpolated from observed gravity values.
 DH6003
 DH6003. The following values were computed from the NAD 83(2011) position.
 DH6003
 DH6003;                    North         East     Units Scale Factor Converg.
 DH6003;SPC MN C     -   213,885.752   719,327.355   MT  0.99993706   -0 45 13.3
 DH6003;SPC MN C     -   701,723.50  2,359,993.16   sFT  0.99993706   -0 45 13.3
 DH6003;UTM  15      - 5,098,809.764   322,598.115   MT  0.99998690   -1 38 58.7
 DH6003
 DH6003!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH6003!SPC MN C     -   0.99993780  x   0.99993706  =   0.99987487
 DH6003!UTM  15      -   0.99993780  x   0.99998690  =   0.99992470
 DH6003
 DH6003_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUL2259898809(NAD 83)
 DH6003
 DH6003                          SUPERSEDED SURVEY CONTROL
 DH6003
 DH6003  NAVD 88 (02/26/15)  423.1    (m)  GEOID12A model used  GPS OBS        
 DH6003
 DH6003.Superseded values are not recommended for survey control.
 DH6003
 DH6003.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH6003.See file dsdata.pdf to determine how the superseded data were derived.
 DH6003
 DH6003_MARKER: DD = SURVEY DISK
 DH6003_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH6003_STAMPING: 10 LNB 1967
 DH6003_MARK LOGO: USGS
 DH6003_PROJECTION: FLUSH
 DH6003_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 DH6003_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DH6003+STABILITY: SURFACE MOTION
 DH6003_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH6003+SATELLITE: SATELLITE OBSERVATIONS - March 06, 2012
 DH6003
 DH6003  HISTORY     - Date     Condition        Report By
 DH6003  HISTORY     - 1967     MONUMENTED       USGS
 DH6003  HISTORY     - 20120306 GOOD             MNDT
 DH6003
 DH6003                          STATION DESCRIPTION
 DH6003
 DH6003'DESCRIBED BY US GEOLOGICAL SURVEY 1967 (LLB)
 DH6003'MILTONA, ABOUT 1.8 MI (2.9 KM) SOUTH OF, ALONG THE SOO LINE RR., NEAR
 DH6003'CORNER SECTIONS 1, 2, 35 AND 36, TS. 129 AND 130 NORTH, R. 37 WEST, 99
 DH6003'FT (30.2 M) SOUTH AND 47 FT (14.3 M) EAST AND 1.4 FT (0.4 M) LOWER
 DH6003'THAN RR. AT RD. CROSSING, 8 FT (2.4 M) EAST OF A TELEPHONE POLE AND
 DH6003'1.5 FT (0.5 M) WEST OF RIGHT-OF-WAY FENCE, 1.3 FT (0.4 M) N. OF A
 DH6003'METAL WITNESS POST, IN A CONCRETE POST, A STANDARD TABLET STAMPED 10
 DH6003'LNB 1967
 DH6003
 DH6003                          STATION RECOVERY (2012)
 DH6003
 DH6003'RECOVERY NOTE BY MN DEPT OF TRANSP 2012 (AXL)
 DH6003'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 WA0165 ***********************************************************************
 WA0165  CBN         -  This is a Cooperative Base Network Control Station.
 WA0165  DESIGNATION -  10 MDD
 WA0165  PID         -  WA0165
 WA0165  STATE/COUNTY-  MN/MARSHALL
 WA0165  COUNTRY     -  US
 WA0165  USGS QUAD   -  BIG WOODS NE (2019)
 WA0165
 WA0165                         *CURRENT SURVEY CONTROL
 WA0165  ______________________________________________________________________
 WA0165* NAD 83(2011) POSITION- 48 23 04.49473(N) 097 06 25.24979(W)   ADJUSTED
 WA0165* NAD 83(2011) ELLIP HT-   215.228 (meters)        (06/27/12)   ADJUSTED
 WA0165* NAD 83(2011) EPOCH   -  2010.00
 WA0165* NAVD 88 ORTHO HEIGHT -   242.280 (meters)      794.88  (feet) ADJUSTED
 WA0165  ______________________________________________________________________
 WA0165  GEOID HEIGHT    -        -27.061 (meters)                     GEOID18
 WA0165  NAD 83(2011) X  -   -525,078.435 (meters)                     COMP
 WA0165  NAD 83(2011) Y  - -4,211,378.291 (meters)                     COMP
 WA0165  NAD 83(2011) Z  -  4,745,544.548 (meters)                     COMP
 WA0165  LAPLACE CORR    -         -2.84  (seconds)                    DEFLEC18
 WA0165  DYNAMIC HEIGHT  -        242.335 (meters)      795.06  (feet) COMP
 WA0165  MODELED GRAVITY -    980,832.6   (mgal)                       NAVD 88
 WA0165
 WA0165  VERT ORDER      -  SECOND    CLASS I
 WA0165
 WA0165  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 WA0165  Standards:
 WA0165         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 WA0165            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 WA0165  -------------------------------------------------------------------
 WA0165  NETWORK    0.36   0.59           0.17   0.11   0.30     -0.00953651
 WA0165  -------------------------------------------------------------------
 WA0165  Click here for local accuracies and other accuracy information.
 WA0165
 WA0165.The horizontal coordinates were established by GPS observations
 WA0165.and adjusted by the National Geodetic Survey in June 2012.
 WA0165
 WA0165.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 WA0165.been affixed to the stable North American tectonic plate. See 
 WA0165.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 WA0165
 WA0165.The horizontal coordinates are valid at the epoch date displayed above
 WA0165.which is a decimal equivalence of Year/Month/Day.
 WA0165
 WA0165.The orthometric height was determined by differential leveling and
 WA0165.adjusted by the NATIONAL GEODETIC SURVEY
 WA0165.in August 2019.
 WA0165
 WA0165.Significant digits in the geoid height do not necessarily reflect accuracy.
 WA0165.GEOID18 height accuracy estimate available here.
 WA0165
 WA0165.Click photographs - Photos may exist 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 DEFLEC18 derived deflections.
 WA0165
 WA0165.The ellipsoidal height was determined by GPS observations
 WA0165.and is referenced to NAD 83.
 WA0165
 WA0165.The dynamic height is computed by dividing the NAVD 88
 WA0165.geopotential number by the normal gravity value computed on the
 WA0165.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 WA0165.degrees latitude (g = 980.6199 gals.).
 WA0165
 WA0165.The modeled gravity was interpolated from observed gravity values.
 WA0165
 WA0165. The following values were computed from the NAD 83(2011) position.
 WA0165
 WA0165;                    North         East     Units Scale Factor Converg.
 WA0165;SPC MN N     -   317,211.149   503,352.478   MT  0.99994877   -2 58 12.3
 WA0165;SPC MN N     - 1,040,716.91  1,651,415.59   sFT  0.99994877   -2 58 12.3
 WA0165;UTM  14      - 5,360,777.555   640,152.586   MT  0.99984134   +1 24 55.7
 WA0165
 WA0165!             -  Elev Factor  x  Scale Factor =   Combined Factor
 WA0165!SPC MN N     -   0.99996627  x   0.99994877  =   0.99991504
 WA0165!UTM  14      -   0.99996627  x   0.99984134  =   0.99980761
 WA0165
 WA0165:                Primary Azimuth Mark                     Grid Az
 WA0165:SPC MN N     -  10 MDD A                                 003 00 22.7
 WA0165:UTM  14      -  10 MDD A                                 358 37 14.7
 WA0165
 WA0165_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UPU4015260777(NAD 83)
 WA0165
 WA0165|---------------------------------------------------------------------|
 WA0165| PID    Reference Object                     Distance      Geod. Az  |
 WA0165|                                                           dddmmss.s |
 WA0165| DG5609 10 MDD A                            404.542 METERS 0000210.4 |
 WA0165| DG5608 10 MDD B                            APPROX. 1.6 KM 0001120.7 |
 WA0165|---------------------------------------------------------------------|
 WA0165
 WA0165                          SUPERSEDED SURVEY CONTROL
 WA0165
 WA0165  NAD 83(2007)-  48 23 04.49469(N)    097 06 25.25063(W) AD(2002.00) 0
 WA0165  ELLIP H (02/10/07)  215.262  (m)                       GP(2002.00)    
 WA0165  NAD 83(1996)-  48 23 04.49467(N)    097 06 25.25073(W) AD(       ) B
 WA0165  ELLIP H (01/15/97)  215.269  (m)                       GP(       ) 4 1
 WA0165  NAVD 88             242.29   (m)          794.9    (f) LEVELING    3  
 WA0165  NAVD 88 (09/16/04)  242.29   (m)  GEOID03  model used  GPS OBS        
 WA0165  NAVD 88 (07/09/04)  242.292  (m)          794.92   (f) SUPERSEDED  2 1
 WA0165  NAVD 88 (01/15/97)  242.2    (m)  GEOID96  model used  GPS OBS        
 WA0165
 WA0165.Superseded values are not recommended for survey control.
 WA0165
 WA0165.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 WA0165.See file dsdata.pdf to determine how the superseded data were derived.
 WA0165
 WA0165_MARKER: DD = SURVEY DISK
 WA0165_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 WA0165_STAMPING: 10 MDD 1966
 WA0165_MARK LOGO: USGS
 WA0165_PROJECTION: RECESSED 20 CENTIMETERS
 WA0165_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 WA0165_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 WA0165+STABILITY: SURFACE MOTION
 WA0165_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 WA0165+SATELLITE: SATELLITE OBSERVATIONS - October 04, 2022
 WA0165
 WA0165  HISTORY     - Date     Condition        Report By
 WA0165  HISTORY     - 19660401 MONUMENTED       USGS
 WA0165  HISTORY     - 19940723 GOOD             MNDT
 WA0165  HISTORY     - 20031008 GOOD             MNDT
 WA0165  HISTORY     - 20070605 GOOD             MNDT
 WA0165  HISTORY     - 20120619 GOOD             MNDT
 WA0165  HISTORY     - 20151001 GOOD             MNDT
 WA0165  HISTORY     - 20170912 GOOD             MNDT
 WA0165  HISTORY     - 20221004 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 (MPP)
 WA0165'3.5 MILES NORTH AND 13.5 MILES WEST OF ARGYLE, 13.5 MILES WEST ALONG
 WA0165'COUNTY ROAD 4 FROM JUNCTION OF COUNTY ROAD 4 AND TRUNK HIGHWAY 75 IN
 WA0165'ARGYLE THEN 3.05 MILES NORTH ON TRUNK HIGHWAY 220, 75 FEET EAST OF
 WA0165'TRUNK HIGHWAY 220, AT TRUNK HIGHWAY 220 MILEPOINT 64.20, 31 FEET SOUTH
 WA0165'OF ENTRANCE, 1.2 FEET SOUTH-SOUTHWEST OF R/W POST, 1.3 FEET WEST OF
 WA0165'WITNESS POST
 WA0165
 WA0165                          STATION RECOVERY (2007)
 WA0165
 WA0165'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (WAS)
 WA0165'RECOVERED IN GOOD CONDITION.
 WA0165
 WA0165                          STATION RECOVERY (2012)
 WA0165
 WA0165'RECOVERY NOTE BY MN DEPT OF TRANSP 2012 (KMS)
 WA0165'RECOVERED AS DESCRIBED.
 WA0165
 WA0165                          STATION RECOVERY (2015)
 WA0165
 WA0165'RECOVERY NOTE BY MN DEPT OF TRANSP 2015 (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, 75.0 FEET EAST OF
 WA0165'TRUNK HIGHWAY 220, AT TRUNK HIGHWAY 220 MILEPOINT 64.20, 31.0 FEET
 WA0165'SOUTH OF ENTRANCE, 1.0 FOOT SOUTH OF WITNESS POST.
 WA0165
 WA0165                          STATION RECOVERY (2017)
 WA0165
 WA0165'RECOVERY NOTE BY MN DEPT OF TRANSP 2017 (DAS)
 WA0165'RECOVERED IN GOOD CONDITION.
 WA0165
 WA0165                          STATION RECOVERY (2022)
 WA0165
 WA0165'RECOVERY NOTE BY MN DEPT OF TRANSP 2022 (BXG)
 WA0165'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DG5609 ***********************************************************************
 DG5609  DESIGNATION -  10 MDD A
 DG5609  PID         -  DG5609
 DG5609  STATE/COUNTY-  MN/MARSHALL
 DG5609  COUNTRY     -  US
 DG5609  USGS QUAD   -  BIG WOODS NE (2019)
 DG5609
 DG5609                         *CURRENT SURVEY CONTROL
 DG5609  ______________________________________________________________________
 DG5609* NAD 83(2011) POSITION- 48 23 17.59165(N) 097 06 25.23736(W)   ADJUSTED
 DG5609* NAD 83(2011) ELLIP HT-   215.185 (meters)        (06/27/12)   ADJUSTED
 DG5609* NAD 83(2011) EPOCH   -  2010.00
 DG5609* NAVD 88 ORTHO HEIGHT -   242.244 (meters)      794.76  (feet) ADJUSTED
 DG5609  ______________________________________________________________________
 DG5609  GEOID HEIGHT    -        -27.063 (meters)                     GEOID18
 DG5609  NAD 83(2011) X  -   -525,040.756 (meters)                     COMP
 DG5609  NAD 83(2011) Y  - -4,211,078.157 (meters)                     COMP
 DG5609  NAD 83(2011) Z  -  4,745,813.182 (meters)                     COMP
 DG5609  LAPLACE CORR    -         -2.89  (seconds)                    DEFLEC18
 DG5609  DYNAMIC HEIGHT  -        242.299 (meters)      794.94  (feet) COMP
 DG5609  MODELED GRAVITY -    980,832.6   (mgal)                       NAVD 88
 DG5609
 DG5609  VERT ORDER      -  SECOND    CLASS I
 DG5609
 DG5609  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DG5609  Standards:
 DG5609         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DG5609            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DG5609  -------------------------------------------------------------------
 DG5609  NETWORK    0.45   0.55           0.21   0.15   0.28     -0.01522005
 DG5609  -------------------------------------------------------------------
 DG5609  Click here for local accuracies and other accuracy information.
 DG5609
 DG5609.The horizontal coordinates were established by GPS observations
 DG5609.and adjusted by the National Geodetic Survey in June 2012.
 DG5609
 DG5609.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DG5609.been affixed to the stable North American tectonic plate. See 
 DG5609.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DG5609
 DG5609.The horizontal coordinates are valid at the epoch date displayed above
 DG5609.which is a decimal equivalence of Year/Month/Day.
 DG5609
 DG5609.The orthometric height was determined by differential leveling and
 DG5609.adjusted by the NATIONAL GEODETIC SURVEY
 DG5609.in August 2019.
 DG5609
 DG5609.Significant digits in the geoid height do not necessarily reflect accuracy.
 DG5609.GEOID18 height accuracy estimate available here.
 DG5609
 DG5609.Click photographs - Photos may exist for this station.
 DG5609
 DG5609.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DG5609
 DG5609.The Laplace correction was computed from DEFLEC18 derived deflections.
 DG5609
 DG5609.The ellipsoidal height was determined by GPS observations
 DG5609.and is referenced to NAD 83.
 DG5609
 DG5609.The dynamic height is computed by dividing the NAVD 88
 DG5609.geopotential number by the normal gravity value computed on the
 DG5609.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DG5609.degrees latitude (g = 980.6199 gals.).
 DG5609
 DG5609.The modeled gravity was interpolated from observed gravity values.
 DG5609
 DG5609. The following values were computed from the NAD 83(2011) position.
 DG5609
 DG5609;                    North         East     Units Scale Factor Converg.
 DG5609;SPC MN N     -   317,615.114   503,373.693   MT  0.99994939   -2 58 12.3
 DG5609;SPC MN N     - 1,042,042.25  1,651,485.19   sFT  0.99994939   -2 58 12.3
 DG5609;UTM  14      - 5,361,181.915   640,142.850   MT  0.99984131   +1 24 56.0
 DG5609
 DG5609!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG5609!SPC MN N     -   0.99996628  x   0.99994939  =   0.99991567
 DG5609!UTM  14      -   0.99996628  x   0.99984131  =   0.99980759
 DG5609
 DG5609:                Primary Azimuth Mark                     Grid Az
 DG5609:SPC MN N     -  10 MDD                                   183 00 22.7
 DG5609:UTM  14      -  10 MDD                                   178 37 14.4
 DG5609
 DG5609_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UPU4014261181(NAD 83)
 DG5609
 DG5609|---------------------------------------------------------------------|
 DG5609| PID    Reference Object                     Distance      Geod. Az  |
 DG5609|                                                           dddmmss.s |
 DG5609| WA0165 10 MDD                              404.542 METERS 1800210.4 |
 DG5609|---------------------------------------------------------------------|
 DG5609
 DG5609                          SUPERSEDED SURVEY CONTROL
 DG5609
 DG5609  NAD 83(2007)-  48 23 17.59162(N)    097 06 25.23817(W) AD(2002.00) 1
 DG5609  ELLIP H (07/11/08)  215.220  (m)                       GP(2002.00) 1 1
 DG5609  NAVD 88             242.25   (m)          794.8    (f) LEVELING    3  
 DG5609  NAVD 88 (07/09/04)  242.251  (m)          794.79   (f) SUPERSEDED  2 1
 DG5609
 DG5609.Superseded values are not recommended for survey control.
 DG5609
 DG5609.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG5609.See file dsdata.pdf to determine how the superseded data were derived.
 DG5609
 DG5609_MARKER: DD = SURVEY DISK
 DG5609_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DG5609_STAMPING: 10 MDD A 2003
 DG5609_MARK LOGO: MNDT
 DG5609_PROJECTION: RECESSED 5 CENTIMETERS
 DG5609_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DG5609_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DG5609_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG5609+SATELLITE: SATELLITE OBSERVATIONS - October 04, 2022
 DG5609_ROD/PIPE-DEPTH: 6.1 meters
 DG5609
 DG5609  HISTORY     - Date     Condition        Report By
 DG5609  HISTORY     - 2003     MONUMENTED       MNDT
 DG5609  HISTORY     - 20070605 GOOD             MNDT
 DG5609  HISTORY     - 20120619 GOOD             MNDT
 DG5609  HISTORY     - 20170912 GOOD             MNDT
 DG5609  HISTORY     - 20221004 GOOD             MNDT
 DG5609
 DG5609                          STATION DESCRIPTION
 DG5609
 DG5609'DESCRIBED BY MN DEPT OF TRANSP 2003 (MPP)
 DG5609'THE MARK IS 15 MILES (24.1 KM) NORTHEAST OF OSLO, 1.75 MILES (2.82 KM)
 DG5609'SOUTH ALONG TRUNK HIGHWAY 220 FROM JUNCTION OF TRUNK HIGHWAY 220 AND
 DG5609'TRUNK HIGHWAY 317, AT TRUNK HIGHWAY 220 MILEPOINT 64.4, 71.2 FEET
 DG5609'(21.7 M) EAST OF TRUNK HIGHWAY 220, 14.2 FEET (4.3 M) SOUTH OF
 DG5609'ENTRANCE, 2.0 FEET (0.6 M) NORTH OF WITNESS POST.  THE MARK, A
 DG5609'STANDARD STATE OF MINNESOTA GEODETIC CONTROL MARK DISK SET ON TOP OF A
 DG5609'20 FOOT (6.1 M) DRIVEN ALUMINUM ROD WITH A 3 FOOT (0.9 M) STABILIZER
 DG5609'FIN IS RECESSED 2 INCHES, MAGNETIC, AND SUITABLE FOR GPS.
 DG5609
 DG5609                          STATION RECOVERY (2007)
 DG5609
 DG5609'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (WAS)
 DG5609'15 MILES NORTHEAST OF OSLO, 1.75 MILES SOUTH ALONG TRUNK HIGHWAY 220
 DG5609'FROM JUNCTION OF TRUNK HIGHWAY 220 AND TRUNK HIGHWAY 317, AT TRUNK
 DG5609'HIGHWAY 220 MILEPOINT 64.4, 71.2 FEET EAST OF TRUNK HIGHWAY 220, 14.2
 DG5609'FEET SOUTH OF ENTRANCE, 2.0 FEET NORTH OF WITNESS POST.
 DG5609
 DG5609                          STATION RECOVERY (2012)
 DG5609
 DG5609'RECOVERY NOTE BY MN DEPT OF TRANSP 2012 (KMS)
 DG5609'RECOVERED AS DESCRIBED.
 DG5609
 DG5609                          STATION RECOVERY (2017)
 DG5609
 DG5609'RECOVERY NOTE BY MN DEPT OF TRANSP 2017 (DAS)
 DG5609'RECOVERED IN GOOD CONDITION.
 DG5609
 DG5609                          STATION RECOVERY (2022)
 DG5609
 DG5609'RECOVERY NOTE BY MN DEPT OF TRANSP 2022 (BXG)
 DG5609'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DG5608 ***********************************************************************
 DG5608  DESIGNATION -  10 MDD B
 DG5608  PID         -  DG5608
 DG5608  STATE/COUNTY-  MN/MARSHALL
 DG5608  COUNTRY     -  US
 DG5608  USGS QUAD   -  BIG WOODS NE (2019)
 DG5608
 DG5608                         *CURRENT SURVEY CONTROL
 DG5608  ______________________________________________________________________
 DG5608* NAD 83(2011) POSITION- 48 23 56.60176(N) 097 06 24.99156(W)   ADJUSTED
 DG5608* NAD 83(2011) ELLIP HT-   214.738 (meters)        (07/14/23)   ADJUSTED
 DG5608* NAD 83(2011) EPOCH   -  2010.00
 DG5608* NAVD 88 ORTHO HEIGHT -   241.807 (meters)      793.33  (feet) ADJUSTED
 DG5608  ______________________________________________________________________
 DG5608  GEOID HEIGHT    -        -27.068 (meters)                     GEOID18
 DG5608  NAD 83(2011) X  -   -524,924.227 (meters)                     COMP
 DG5608  NAD 83(2011) Y  - -4,210,184.404 (meters)                     COMP
 DG5608  NAD 83(2011) Z  -  4,746,612.977 (meters)                     COMP
 DG5608  LAPLACE CORR    -         -3.03  (seconds)                    DEFLEC18
 DG5608  DYNAMIC HEIGHT  -        241.862 (meters)      793.51  (feet) COMP
 DG5608  MODELED GRAVITY -    980,832.8   (mgal)                       NAVD 88
 DG5608
 DG5608  VERT ORDER      -  SECOND    CLASS I
 DG5608
 DG5608  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DG5608  Standards:
 DG5608         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DG5608            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DG5608  -------------------------------------------------------------------
 DG5608  NETWORK    0.79   1.37           0.37   0.25   0.70     -0.07708626
 DG5608  -------------------------------------------------------------------
 DG5608  Click here for local accuracies and other accuracy information.
 DG5608
 DG5608.The horizontal coordinates were established by GPS observations
 DG5608.and adjusted by the MN DEPT OF TRANSP in July 2023.
 DG5608
 DG5608.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DG5608.been affixed to the stable North American tectonic plate. See 
 DG5608.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DG5608
 DG5608.The horizontal coordinates are valid at the epoch date displayed above
 DG5608.which is a decimal equivalence of Year/Month/Day.
 DG5608
 DG5608.The orthometric height was determined by differential leveling and
 DG5608.adjusted by the NATIONAL GEODETIC SURVEY
 DG5608.in August 2019.
 DG5608
 DG5608.Significant digits in the geoid height do not necessarily reflect accuracy.
 DG5608.GEOID18 height accuracy estimate available here.
 DG5608
 DG5608.Click photographs - Photos may exist for this station.
 DG5608
 DG5608.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DG5608
 DG5608.The Laplace correction was computed from DEFLEC18 derived deflections.
 DG5608
 DG5608.The ellipsoidal height was determined by GPS observations
 DG5608.and is referenced to NAD 83.
 DG5608
 DG5608.The dynamic height is computed by dividing the NAVD 88
 DG5608.geopotential number by the normal gravity value computed on the
 DG5608.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DG5608.degrees latitude (g = 980.6199 gals.).
 DG5608
 DG5608.The modeled gravity was interpolated from observed gravity values.
 DG5608
 DG5608. The following values were computed from the NAD 83(2011) position.
 DG5608
 DG5608;                    North         East     Units Scale Factor Converg.
 DG5608;SPC MN N     -   318,818.130   503,441.173   MT  0.99995123   -2 58 12.1
 DG5608;SPC MN N     - 1,045,989.15  1,651,706.58   sFT  0.99995123   -2 58 12.1
 DG5608;UTM  14      - 5,362,386.438   640,118.139   MT  0.99984122   +1 24 57.0
 DG5608
 DG5608!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG5608!SPC MN N     -   0.99996635  x   0.99995123  =   0.99991758
 DG5608!UTM  14      -   0.99996635  x   0.99984122  =   0.99980757
 DG5608
 DG5608:                Primary Azimuth Mark                     Grid Az
 DG5608:SPC MN N     -  10 MDD                                   183 09 33.0
 DG5608:UTM  14      -  10 MDD                                   178 46 23.9
 DG5608
 DG5608_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UPU4011862386(NAD 83)
 DG5608
 DG5608|---------------------------------------------------------------------|
 DG5608| PID    Reference Object                     Distance      Geod. Az  |
 DG5608|                                                           dddmmss.s |
 DG5608| WA0165 10 MDD                              APPROX. 1.6 KM 1801120.9 |
 DG5608| DG5609 10 MDD A                            APPROX. 1.2 KM 1801425.6 |
 DG5608|---------------------------------------------------------------------|
 DG5608
 DG5608                          SUPERSEDED SURVEY CONTROL
 DG5608
 DG5608  NAD 83(2011)-  48 23 56.60315(N)    097 06 24.98941(W) AD(2010.00) 0
 DG5608  ELLIP H (06/27/12)  214.748  (m)                       GP(2010.00)    
 DG5608  NAD 83(2007)-  48 23 56.60312(N)    097 06 24.99022(W) AD(2002.00) 1
 DG5608  ELLIP H (07/11/08)  214.783  (m)                       GP(2002.00) 1 1
 DG5608  NAVD 88             241.81   (m)          793.3    (f) LEVELING    3  
 DG5608  NAVD 88 (07/09/04)  241.812  (m)          793.34   (f) SUPERSEDED  2 1
 DG5608
 DG5608.Superseded values are not recommended for survey control.
 DG5608
 DG5608.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG5608.See file dsdata.pdf to determine how the superseded data were derived.
 DG5608
 DG5608_MARKER: DD = SURVEY DISK
 DG5608_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DG5608_STAMPING: 10 MDD B 2003
 DG5608_MARK LOGO: MNDT
 DG5608_PROJECTION: FLUSH
 DG5608_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DG5608_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DG5608_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG5608+SATELLITE: SATELLITE OBSERVATIONS - October 04, 2022
 DG5608_ROD/PIPE-DEPTH: 4.6 meters
 DG5608
 DG5608  HISTORY     - Date     Condition        Report By
 DG5608  HISTORY     - 2003     MONUMENTED       MNDT
 DG5608  HISTORY     - 20070605 GOOD             MNDT
 DG5608  HISTORY     - 20120619 GOOD             MNDT
 DG5608  HISTORY     - 20170912 GOOD             MNDT
 DG5608  HISTORY     - 20221004 GOOD             MNDT
 DG5608
 DG5608                          STATION DESCRIPTION
 DG5608
 DG5608'DESCRIBED BY MN DEPT OF TRANSP 2003 (MPP)
 DG5608'THE MARK IS 15 MILES (24.1 KM) NORTHEAST OF OSLO, 10 MILES (16.1 KM)
 DG5608'SOUTH ALONG TRUNK HIGHWAY 220 FROM THE JUNCTION OF TRUNK HIGHWAY 220
 DG5608'AND TRUNK HIGHWAY 317, AT TRUNK HIGHWAY 220 MILEPOINT 65.1, 63.5 FEET
 DG5608'(19.4 M) EAST OF TRUNK HIGHWAY 220, 20.3 FEET (6.2 M) SOUTH OF
 DG5608'ENTRANCE, 1.8 FEET (0.5 M) NORTH OF WITNESS POST.  THE MARK, A
 DG5608'STANDARD STATE OF MINNESOTA GEODETIC CONTROL MARK DISK SET ON TOP OF A
 DG5608'15 FOOT (4.6 M) DRIVEN ALUMINUM ROD WITH A 3 FOOT (0.9 M) STABILIZER
 DG5608'FIN, IS FLUSH, MAGNETIC, AND SUITABLE FOR GPS.
 DG5608
 DG5608                          STATION RECOVERY (2007)
 DG5608
 DG5608'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (WAS)
 DG5608'15 MILES NORTHEAST OF OSLO, 10 MILES SOUTH ALONG TRUNK HIGHWAY 220
 DG5608'FROM THE JUNCTION OF TRUNK HIGHWAY 220 AND TRUNK HIGHWAY 317, AT TRUNK
 DG5608'HIGHWAY 220 MILEPOINT 65.1, 63.5 FEET EAST OF TRUNK HIGHWAY 220, 20.3
 DG5608'FEET SOUTH OF ENTRANCE, 1.8 FEET NORTH OF WITNESS POST.
 DG5608
 DG5608                          STATION RECOVERY (2012)
 DG5608
 DG5608'RECOVERY NOTE BY MN DEPT OF TRANSP 2012 (KMS)
 DG5608'RECOVERED AS DESCRIBED.
 DG5608
 DG5608                          STATION RECOVERY (2017)
 DG5608
 DG5608'RECOVERY NOTE BY MN DEPT OF TRANSP 2017 (DAS)
 DG5608'RECOVERED IN GOOD CONDITION.
 DG5608
 DG5608                          STATION RECOVERY (2022)
 DG5608
 DG5608'RECOVERY NOTE BY MN DEPT OF TRANSP 2022 (BXG)
 DG5608'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DG5607 ***********************************************************************
 DG5607  DESIGNATION -  10 MDD C
 DG5607  PID         -  DG5607
 DG5607  STATE/COUNTY-  MN/MARSHALL
 DG5607  COUNTRY     -  US
 DG5607  USGS QUAD   -  BIG WOODS NE (2019)
 DG5607
 DG5607                         *CURRENT SURVEY CONTROL
 DG5607  ______________________________________________________________________
 DG5607* NAD 83(1986) POSITION- 48 24 49.48   (N) 097 06 25.57   (W)   HD_HELD1
 DG5607* NAVD 88 ORTHO HEIGHT -   242.354 (meters)      795.12  (feet) ADJUSTED
 DG5607  ______________________________________________________________________
 DG5607  GEOID HEIGHT    -        -27.072 (meters)                     GEOID18
 DG5607  DYNAMIC HEIGHT  -        242.409 (meters)      795.30  (feet) COMP
 DG5607  MODELED GRAVITY -    980,833.7   (mgal)                       NAVD 88
 DG5607
 DG5607  VERT ORDER      -  SECOND    CLASS I
 DG5607
 DG5607.The horizontal coordinates were determined by differentially corrected
 DG5607.hand held GPS observations or other comparable positioning techniques
 DG5607.and have an estimated accuracy of +/- 3 meters.
 DG5607
 DG5607.The orthometric height was determined by differential leveling and
 DG5607.adjusted by the NATIONAL GEODETIC SURVEY
 DG5607.in August 2019.
 DG5607
 DG5607.Significant digits in the geoid height do not necessarily reflect accuracy.
 DG5607.GEOID18 height accuracy estimate available here.
 DG5607
 DG5607.Click photographs - Photos may exist for this station.
 DG5607
 DG5607.The dynamic height is computed by dividing the NAVD 88
 DG5607.geopotential number by the normal gravity value computed on the
 DG5607.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DG5607.degrees latitude (g = 980.6199 gals.).
 DG5607
 DG5607.The modeled gravity was interpolated from observed gravity values.
 DG5607
 DG5607;                    North         East    Units  Estimated Accuracy
 DG5607;SPC MN N     -   320,449.8     503,513.9     MT  (+/- 3 meters HH1 GPS) 
 DG5607
 DG5607_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UPU4006564018(NAD 83)
 DG5607
 DG5607                          SUPERSEDED SURVEY CONTROL
 DG5607
 DG5607  NAVD 88 (07/09/04)  242.357  (m)          795.13   (f) SUPERSEDED  2 1
 DG5607
 DG5607.Superseded values are not recommended for survey control.
 DG5607
 DG5607.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG5607.See file dsdata.pdf to determine how the superseded data were derived.
 DG5607
 DG5607_MARKER: DB = BENCH MARK DISK
 DG5607_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DG5607_SP_SET: BRIDGE ABUTMENT
 DG5607_STAMPING: 10 MDD C 2003
 DG5607_MARK LOGO: MNHD
 DG5607_MAGNETIC: N = NO MAGNETIC MATERIAL
 DG5607_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DG5607_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DG5607+SATELLITE: SATELLITE OBSERVATIONS - June 19, 2012
 DG5607
 DG5607  HISTORY     - Date     Condition        Report By
 DG5607  HISTORY     - 2003     MONUMENTED       MNHD
 DG5607  HISTORY     - 20030718 GOOD             MNDT
 DG5607  HISTORY     - 20070605 GOOD             MNDT
 DG5607  HISTORY     - 20120619 GOOD             MNDT
 DG5607
 DG5607                          STATION DESCRIPTION
 DG5607
 DG5607'DESCRIBED BY MN DEPT OF TRANSP 2003 (MPP)
 DG5607'THE MARK WAS RECOVERED IN GOOD CONDITION.  THE MARK IS 17 MILES (27.4
 DG5607'KM) NORTHEAST OF OSLO, IN ABUTMENT AT SOUTHEAST CORNER OF TRUNK
 DG5607'HIGHWAY 220 BRIDGE NO 9625 OVER SNAKE RIVER, 0.1 MILES (0.2 KM) NORTH
 DG5607'ALONG TRUNK HIGHWAY 220 FROM JUNCTION OF TRUNK HIGHWAY 220 AND TRUNK
 DG5607'HIGHWAY 317, AT TRUNK HIGHWAY 220 MILEPOINT 66.15.  DISK SET IN BRIDGE
 DG5607'WHEN BUILT IN 1959 THEN STAMPED IN 2003.
 DG5607
 DG5607                          STATION RECOVERY (2007)
 DG5607
 DG5607'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (WAS)
 DG5607'THE MARK IS LOCATED ABOUT 14.3 MI (23.0 KM) WEST-NORTHWEST OF ARGYLE,
 DG5607'11.1 MI (17.9 KM) WEST-SOUTHWEST OF STEPHEN AND 7.1 MI (11.4 KM) NORTH
 DG5607'OF BIG WOODS, 17 MI (27.4 KM) NORTHEAST OF OSLO, IN ABUTMENT AT
 DG5607'SOUTHEAST CORNER OF TRUNK HIGHWAY 220 BRIDGE NUMBER 9625.
 DG5607'
 DG5607'TO REACH TO THE STATION GO 0.1 MI (0.2 KM) NORTH ALONG TRUNK HIGHWAY
 DG5607'220 FROM THE JUNCTION OF TRUNK HIGHWAY 220 AND TRUNK HIGHWAY 317, AT
 DG5607'TRUNK HIGHWAY 220 MILE POINT 66.15.
 DG5607
 DG5607                          STATION RECOVERY (2012)
 DG5607
 DG5607'RECOVERY NOTE BY MN DEPT OF TRANSP 2012 (KMS)
 DG5607'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DG5606 ***********************************************************************
 DG5606  DESIGNATION -  10 MDD D
 DG5606  PID         -  DG5606
 DG5606  STATE/COUNTY-  MN/MARSHALL
 DG5606  COUNTRY     -  US
 DG5606  USGS QUAD   -  BIG WOODS NE (2019)
 DG5606
 DG5606                         *CURRENT SURVEY CONTROL
 DG5606  ______________________________________________________________________
 DG5606* NAD 83(2011) POSITION- 48 25 40.04802(N) 097 06 27.30573(W)   ADJUSTED
 DG5606* NAD 83(2011) ELLIP HT-   214.821 (meters)        (06/27/12)   ADJUSTED
 DG5606* NAD 83(2011) EPOCH   -  2010.00
 DG5606* NAVD 88 ORTHO HEIGHT -   241.891 (meters)      793.60  (feet) ADJUSTED
 DG5606  ______________________________________________________________________
 DG5606  GEOID HEIGHT    -        -27.073 (meters)                     GEOID18
 DG5606  NAD 83(2011) X  -   -524,675.747 (meters)                     COMP
 DG5606  NAD 83(2011) Y  - -4,207,806.924 (meters)                     COMP
 DG5606  NAD 83(2011) Z  -  4,748,733.990 (meters)                     COMP
 DG5606  LAPLACE CORR    -         -3.43  (seconds)                    DEFLEC18
 DG5606  DYNAMIC HEIGHT  -        241.947 (meters)      793.79  (feet) COMP
 DG5606  MODELED GRAVITY -    980,835.6   (mgal)                       NAVD 88
 DG5606
 DG5606  VERT ORDER      -  SECOND    CLASS I
 DG5606
 DG5606  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DG5606  Standards:
 DG5606         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DG5606            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DG5606  -------------------------------------------------------------------
 DG5606  NETWORK    0.86   1.57           0.40   0.28   0.80     -0.08396669
 DG5606  -------------------------------------------------------------------
 DG5606  Click here for local accuracies and other accuracy information.
 DG5606
 DG5606.The horizontal coordinates were established by GPS observations
 DG5606.and adjusted by the MN DEPT OF TRANSP in July 2023.
 DG5606
 DG5606.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DG5606.been affixed to the stable North American tectonic plate. See 
 DG5606.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DG5606
 DG5606.The horizontal coordinates are valid at the epoch date displayed above
 DG5606.which is a decimal equivalence of Year/Month/Day.
 DG5606
 DG5606.The orthometric height was determined by differential leveling and
 DG5606.adjusted by the NATIONAL GEODETIC SURVEY
 DG5606.in August 2019.
 DG5606
 DG5606.Significant digits in the geoid height do not necessarily reflect accuracy.
 DG5606.GEOID18 height accuracy estimate available here.
 DG5606
 DG5606.Click photographs - Photos may exist for this station.
 DG5606
 DG5606.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DG5606
 DG5606.The Laplace correction was computed from DEFLEC18 derived deflections.
 DG5606
 DG5606.The ellipsoidal height was determined by GPS observations
 DG5606.and is referenced to NAD 83.
 DG5606
 DG5606.The dynamic height is computed by dividing the NAVD 88
 DG5606.geopotential number by the normal gravity value computed on the
 DG5606.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DG5606.degrees latitude (g = 980.6199 gals.).
 DG5606
 DG5606.The modeled gravity was interpolated from observed gravity values.
 DG5606
 DG5606. The following values were computed from the NAD 83(2011) position.
 DG5606
 DG5606;                    North         East     Units Scale Factor Converg.
 DG5606;SPC MN N     -   322,011.449   503,559.218   MT  0.99995631   -2 58 13.8
 DG5606;SPC MN N     - 1,056,465.90  1,652,093.87   sFT  0.99995631   -2 58 13.8
 DG5606;UTM  14      - 5,365,579.072   639,991.632   MT  0.99984079   +1 24 57.5
 DG5606
 DG5606!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG5606!SPC MN N     -   0.99996633  x   0.99995631  =   0.99992265
 DG5606!UTM  14      -   0.99996633  x   0.99984079  =   0.99980713
 DG5606
 DG5606_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UPU3999165579(NAD 83)
 DG5606
 DG5606                          SUPERSEDED SURVEY CONTROL
 DG5606
 DG5606  NAD 83(2011)-  48 25 40.04677(N)    097 06 27.30552(W) AD(2010.00) 0
 DG5606  NAD 83(2007)-  48 25 40.04669(N)    097 06 27.30630(W) AD(2002.00) 1
 DG5606  ELLIP H (07/11/08)  214.857  (m)                       GP(2002.00) 1 1
 DG5606  NAVD 88             241.90   (m)          793.6    (f) LEVELING    3  
 DG5606  NAVD 88 (07/09/04)  241.896  (m)          793.62   (f) SUPERSEDED  2 1
 DG5606
 DG5606.Superseded values are not recommended for survey control.
 DG5606
 DG5606.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG5606.See file dsdata.pdf to determine how the superseded data were derived.
 DG5606
 DG5606_MARKER: DD = SURVEY DISK
 DG5606_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DG5606_STAMPING: 10 MDD D 2003
 DG5606_MARK LOGO: MNDT
 DG5606_PROJECTION: RECESSED 3 CENTIMETERS
 DG5606_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DG5606_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DG5606_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG5606+SATELLITE: SATELLITE OBSERVATIONS - September 21, 2022
 DG5606_ROD/PIPE-DEPTH: 6.1 meters
 DG5606
 DG5606  HISTORY     - Date     Condition        Report By
 DG5606  HISTORY     - 20030620 MONUMENTED       MNDT
 DG5606  HISTORY     - 20070605 GOOD             MNDT
 DG5606  HISTORY     - 20120619 GOOD             MNDT
 DG5606  HISTORY     - 20211019 GOOD             MNDT
 DG5606  HISTORY     - 20220921 GOOD             MNDT
 DG5606
 DG5606                          STATION DESCRIPTION
 DG5606
 DG5606'DESCRIBED BY MN DEPT OF TRANSP 2003 (MPP)
 DG5606'THE MARK IS 16.0 MILES (25.7 KM) NORTHEAST OF OSLO, 1.1 MILES (1.8 KM)
 DG5606'NORTH ALONG TRUNK HIGHWAY 220 FROM JUNCTION OF TRUNK HIGHWAY 317 AND
 DG5606'TRUNK HIGHWAY 220, AT TRUNK HIGHWAY 220 MILEPOINT 67.2, 69.4 FEET
 DG5606'(21.2 M) WEST OF TRUNK HIGHWAY 220, 13.3 FEET (4.1 M) NORTH OF
 DG5606'ENTRANCE, 3.4 FEET (1.0 M) SOUTH OF WITNESS POST.  THE MARK, A
 DG5606'STANDARD STATE OF MINNESOTA GEODETIC CONTROL MARK DISK SET ON TOP OF A
 DG5606'20 FOOT (6.1 M) DRIVEN ALUMINUM ROD WITH A 3 FOOT (0.9 M) STABILIZER
 DG5606'FIN IS, RECESSED 1 INCH, MAGNETIC, AND SUITABLE FOR GPS.
 DG5606
 DG5606                          STATION RECOVERY (2007)
 DG5606
 DG5606'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (WAS)
 DG5606'16.0 MILES NORTHEAST OF OSLO, 1.1 MILES NORTH ALONG TRUNK HIGHWAY 220
 DG5606'FROM JUNCTION OF TRUNK HIGHWAY 317 AND TRUNK HIGHWAY 220, AT TRUNK
 DG5606'HIGHWAY 220 MILEPOINT 67.2, 69.4 FEET WEST OF TRUNK HIGHWAY 220, 13.3
 DG5606'FEET NORTH OF ENTRANCE, 3.4 FEET SOUTH OF WITNESS POST.
 DG5606
 DG5606                          STATION RECOVERY (2012)
 DG5606
 DG5606'RECOVERY NOTE BY MN DEPT OF TRANSP 2012 (KMS)
 DG5606'THE STATION IS LOCATED ABOUT 13.9 MI (22.4 KM) SOUTHWEST OF DONALDSON,
 DG5606'10.9 MI (17.5 KM) WEST OF STEPHEN AND 8.0 MI (12.9 KM) NORTH OF BIG
 DG5606'WOODS.  16.0 MI (25.7 KM) NORTHEAST OF OSLO.
 DG5606'
 DG5606'TO REACH THE MARK GO 1.1 MI (1.8 KM) NORTH ALONG TRUNK HIGHWAY 220
 DG5606'FROM THE JUNCTION OF TRUNK HIGHWAY 317 AND TRUNK HIGHWAY 220, AT TRUNK
 DG5606'HIGHWAY 220 MILE POINT 67.2.
 DG5606'
 DG5606'THE MARK IS 69.4 FT (21.2 M) WEST OF TRUNK HIGHWAY 220, 13.3 FT (4.1
 DG5606'M) NORTH OF ENTRANCE, 1.0 FT (0.3 M) SOUTH OF A WITNESS POST.
 DG5606
 DG5606                          STATION RECOVERY (2021)
 DG5606
 DG5606'RECOVERY NOTE BY MN DEPT OF TRANSP 2021 (DAS)
 DG5606'RECOVERED IN GOOD CONDITION.
 DG5606
 DG5606                          STATION RECOVERY (2022)
 DG5606
 DG5606'RECOVERY NOTE BY MN DEPT OF TRANSP 2022 (TXD)
 DG5606'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DP9069 ***********************************************************************
 DP9069  DESIGNATION -  10 RB
 DP9069  PID         -  DP9069
 DP9069  STATE/COUNTY-  MN/POPE
 DP9069  COUNTRY     -  US
 DP9069  USGS QUAD   -  LOWRY (2019)
 DP9069
 DP9069                         *CURRENT SURVEY CONTROL
 DP9069  ______________________________________________________________________
 DP9069* NAD 83(1986) POSITION- 45 42 48.17   (N) 095 30 35.58   (W)   HD_HELD1
 DP9069* NAVD 88 ORTHO HEIGHT -   416.589 (meters)     1366.76  (feet) ADJUSTED
 DP9069  ______________________________________________________________________
 DP9069  GEOID HEIGHT    -        -26.002 (meters)                     GEOID18
 DP9069  DYNAMIC HEIGHT  -        416.580 (meters)     1366.73  (feet) COMP
 DP9069  MODELED GRAVITY -    980,582.7   (mgal)                       NAVD 88
 DP9069
 DP9069  VERT ORDER      -  SECOND    CLASS I
 DP9069
 DP9069.The horizontal coordinates were determined by differentially corrected
 DP9069.hand held GPS observations or other comparable positioning techniques
 DP9069.and have an estimated accuracy of +/- 3 meters.
 DP9069
 DP9069.The orthometric height was determined by differential leveling and
 DP9069.adjusted by the NATIONAL GEODETIC SURVEY
 DP9069.in March 2016.
 DP9069
 DP9069.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP9069.GEOID18 height accuracy estimate available here.
 DP9069
 DP9069.Click photographs - Photos may exist for this station.
 DP9069
 DP9069.The dynamic height is computed by dividing the NAVD 88
 DP9069.geopotential number by the normal gravity value computed on the
 DP9069.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP9069.degrees latitude (g = 980.6199 gals.).
 DP9069
 DP9069.The modeled gravity was interpolated from observed gravity values.
 DP9069
 DP9069;                    North         East    Units  Estimated Accuracy
 DP9069;SPC MN C     -   180,070.2     701,908.6     MT  (+/- 3 meters HH1 GPS) 
 DP9069
 DP9069_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUL0465465266(NAD 83)
 DP9069
 DP9069                          SUPERSEDED SURVEY CONTROL
 DP9069
 DP9069.No superseded survey control is available for this station.
 DP9069
 DP9069_MARKER: DB = BENCH MARK DISK
 DP9069_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 DP9069_STAMPING: 1366 10 RB 1966
 DP9069_MARK LOGO: USGS
 DP9069_PROJECTION: FLUSH
 DP9069_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT
 DP9069_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DP9069_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP9069+SATELLITE: SATELLITE OBSERVATIONS - October 08, 2015
 DP9069
 DP9069  HISTORY     - Date     Condition        Report By
 DP9069  HISTORY     - 19660401 MONUMENTED       USGS
 DP9069  HISTORY     - 20140825 GOOD             MNDT
 DP9069  HISTORY     - 20151008 GOOD             MNDT
 DP9069
 DP9069                          STATION DESCRIPTION
 DP9069
 DP9069'DESCRIBED BY MN DEPT OF TRANSP 2014 (KMS)
 DP9069'THE STATION IS LOCATED ABOUT 0.65 MI (1.0 KM) NORTHEAST OF LOWRY.
 DP9069'
 DP9069'TO REACH THE MARK GO 0.6 MI (1.0 KM) EAST AND NORTH ALONG COUNTY ROAD
 DP9069'28  FROM THE JUNCTION OF COUNTY ROAD 28 AND TRUNK HIGHWAY 55 IN LOWRY,
 DP9069'THEN 0.2 MI (0.3 KM) NORTH ON 280TH AVENUE.
 DP9069'
 DP9069'THE MARK IS LOCATED 48 FT (14.6 M) EAST OF 280TH AVENUE, 300 FT (91.4
 DP9069'M) NORTH OF DRIVEWAY NUMBER 13299 EXTENDED, 2.6 FT (0.8 M) SOUTH OF
 DP9069'POWER POLE WITH GUY WIRE, 0.7 FT (21 CM) WEST OF A WITNESS POST.
 DP9069
 DP9069                          STATION RECOVERY (2015)
 DP9069
 DP9069'RECOVERY NOTE BY MN DEPT OF TRANSP 2015 (MAS)
 DP9069'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 OO0570 ***********************************************************************
 OO0570  DESIGNATION -  10 RDS
 OO0570  PID         -  OO0570
 OO0570  STATE/COUNTY-  MN/FREEBORN
 OO0570  COUNTRY     -  US
 OO0570  USGS QUAD   -  ALBERT LEA EAST (2019)
 OO0570
 OO0570                         *CURRENT SURVEY CONTROL
 OO0570  ______________________________________________________________________
 OO0570* NAD 83(1986) POSITION- 43 44 44.75   (N) 093 20 03.13   (W)   HD_HELD1
 OO0570* NAVD 88 ORTHO HEIGHT -   392.458 (meters)     1287.59  (feet) ADJUSTED
 OO0570  ______________________________________________________________________
 OO0570  GEOID HEIGHT    -        -29.109 (meters)                     GEOID18
 OO0570  DYNAMIC HEIGHT  -        392.369 (meters)     1287.30  (feet) COMP
 OO0570  MODELED GRAVITY -    980,382.1   (mgal)                       NAVD 88
 OO0570
 OO0570  VERT ORDER      -  SECOND    CLASS 0
 OO0570
 OO0570.The horizontal coordinates were determined by differentially corrected
 OO0570.hand held GPS observations or other comparable positioning techniques
 OO0570.and have an estimated accuracy of +/- 3 meters.
 OO0570
 OO0570.The orthometric height was determined by differential leveling and
 OO0570.adjusted by the NATIONAL GEODETIC SURVEY
 OO0570.in June 1991.
 OO0570
 OO0570.Significant digits in the geoid height do not necessarily reflect accuracy.
 OO0570.GEOID18 height accuracy estimate available here.
 OO0570
 OO0570.Click photographs - Photos may exist for this station.
 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     -   183,082.8     853,628.4     MT  (+/- 3 meters HH1 GPS) 
 OO0570
 OO0570_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVJ7309143690(NAD 83)
 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
 OO0570.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OO0570.See file dsdata.pdf to determine how the superseded data were derived.
 OO0570
 OO0570_MARKER: DB = BENCH MARK DISK
 OO0570_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OO0570_STAMPING: 10 RDS 1953
 OO0570_MARK LOGO: USGS
 OO0570_PROJECTION: FLUSH
 OO0570_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 OO0570_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OO0570+STABILITY: SURFACE MOTION
 OO0570_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OO0570+SATELLITE: SATELLITE OBSERVATIONS - June 18, 2013
 OO0570
 OO0570  HISTORY     - Date     Condition        Report By
 OO0570  HISTORY     - 19530401 MONUMENTED       USGS
 OO0570  HISTORY     - 20130618 GOOD             MNDT
 OO0570
 OO0570                          STATION DESCRIPTION
 OO0570
 OO0570'DESCRIBED BY US GEOLOGICAL SURVEY 1953
 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.
 OO0570
 OO0570                          STATION RECOVERY (2013)
 OO0570
 OO0570'RECOVERY NOTE BY MN DEPT OF TRANSP 2013 (KMS)
 OO0570'1.3 MI (2.1 KM) SOUTH OF CLARKS GROVE, 1.4 MI (2.3 KM) SOUTH ALONG
 OO0570'COUNTY ROAD 45  FROM THE JUNCTION OF COUNTY ROAD 45 AND MAIN STREET
 OO0570'EAST, 0.2 MI (0.3 KM) WEST ALONG 270TH STREET, 50.0 FT (15.2 M) EAST
 OO0570'OF EAST RAIL OF RAILROAD TRACKS, 35.0 FT (10.7 M) NORTH OF 270TH
 OO0570'STREET, 4.0 FT (1.2 M) NORTH OF CABLE BOX, 1.0 FT (0.3 M) SOUTH OF A
 OO0570'WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DL4798 ***********************************************************************
 DL4798  HT_MOD      -  This is a Height Modernization Survey Station.
 DL4798  DESIGNATION -  10 RLB
 DL4798  PID         -  DL4798
 DL4798  STATE/COUNTY-  MN/HOUSTON
 DL4798  COUNTRY     -  US
 DL4798  USGS QUAD   -  WILMINGTON (2019)
 DL4798
 DL4798                         *CURRENT SURVEY CONTROL
 DL4798  ______________________________________________________________________
 DL4798* NAD 83(2011) POSITION- 43 30 28.99016(N) 091 33 03.85951(W)   ADJUSTED
 DL4798* NAD 83(2011) ELLIP HT-   308.679 (meters)        (06/27/12)   ADJUSTED
 DL4798* NAD 83(2011) EPOCH   -  2010.00
 DL4798* NAVD 88 ORTHO HEIGHT -   339.19  (meters)     1112.8   (feet) GPS OBS
 DL4798  ______________________________________________________________________
 DL4798  NAVD 88 orthometric height was determined with geoid model    GEOID03
 DL4798  GEOID HEIGHT    -        -30.417 (meters)                     GEOID03
 DL4798  GEOID HEIGHT    -        -30.514 (meters)                     GEOID18
 DL4798  NAD 83(2011) X  -   -125,419.625 (meters)                     COMP
 DL4798  NAD 83(2011) Y  - -4,631,802.560 (meters)                     COMP
 DL4798  NAD 83(2011) Z  -  4,368,823.218 (meters)                     COMP
 DL4798  LAPLACE CORR    -         -5.42  (seconds)                    DEFLEC18
 DL4798
 DL4798  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DL4798  Standards:
 DL4798         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DL4798            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DL4798  -------------------------------------------------------------------
 DL4798  NETWORK    0.41   0.57           0.19   0.13   0.29     -0.02821812
 DL4798  -------------------------------------------------------------------
 DL4798  Click here for local accuracies and other accuracy information.
 DL4798
 DL4798.The horizontal coordinates were established by GPS observations
 DL4798.and adjusted by the National Geodetic Survey in June 2012.
 DL4798
 DL4798.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DL4798.been affixed to the stable North American tectonic plate. See 
 DL4798.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DL4798
 DL4798.The horizontal coordinates are valid at the epoch date displayed above
 DL4798.which is a decimal equivalence of Year/Month/Day.
 DL4798
 DL4798.The orthometric height was determined by GPS observations and a
 DL4798.high-resolution geoid model using precise GPS observation and
 DL4798.processing techniques.
 DL4798
 DL4798.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL4798.GEOID18 height accuracy estimate available here.
 DL4798
 DL4798.Click photographs - Photos may exist for this station.
 DL4798
 DL4798.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DL4798
 DL4798.The Laplace correction was computed from DEFLEC18 derived deflections.
 DL4798
 DL4798.The ellipsoidal height was determined by GPS observations
 DL4798.and is referenced to NAD 83.
 DL4798
 DL4798. The following values were computed from the NAD 83(2011) position.
 DL4798
 DL4798;                    North         East     Units Scale Factor Converg.
 DL4798;SPC MN S     -   159,418.960   998,019.265   MT  1.00007100   +1 42 59.5
 DL4798;SPC MN S     -   523,027.04  3,274,334.87   sFT  1.00007100   +1 42 59.5
 DL4798;UTM  15      - 4,818,255.382   617,122.706   MT  0.99976874   +0 59 51.5
 DL4798
 DL4798!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DL4798!SPC MN S     -   0.99995160  x   1.00007100  =   1.00002259
 DL4798!UTM  15      -   0.99995160  x   0.99976874  =   0.99972035
 DL4798
 DL4798_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXJ1712218255(NAD 83)
 DL4798
 DL4798                          SUPERSEDED SURVEY CONTROL
 DL4798
 DL4798  NAD 83(2007)-  43 30 28.99031(N)    091 33 03.86036(W) AD(2002.00) 1
 DL4798  ELLIP H (09/09/09)  308.703  (m)                       GP(2002.00) 4 1
 DL4798
 DL4798.Superseded values are not recommended for survey control.
 DL4798
 DL4798.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL4798.See file dsdata.pdf to determine how the superseded data were derived.
 DL4798
 DL4798_MARKER: DD = SURVEY DISK
 DL4798_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 DL4798+WITH SETTING: INFORMATION.
 DL4798_STAMPING: 10 RLB 1971
 DL4798_MARK LOGO: USGS
 DL4798_PROJECTION: FLUSH
 DL4798_MAGNETIC: I = MARKER IS A STEEL ROD
 DL4798_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DL4798_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL4798+SATELLITE: SATELLITE OBSERVATIONS - September 11, 2024
 DL4798
 DL4798  HISTORY     - Date     Condition        Report By
 DL4798  HISTORY     - 1971     MONUMENTED       USGS
 DL4798  HISTORY     - 20080226 GOOD             MNDT
 DL4798  HISTORY     - 20240911 GOOD             MNDT
 DL4798
 DL4798                          STATION DESCRIPTION
 DL4798
 DL4798'DESCRIBED BY MN DEPT OF TRANSP 2008 (PRB)
 DL4798'THE MARK WAS RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.
 DL4798'THE MARK IS 4.5 MILES WEST OF EITZEN, 0.75 MILE NORTH ALONG TRUNK
 DL4798'HIGHWAY 76 FROM JUNCTION OF TRUNK HIGHWAY 76 AND COUNTY ROAD 2 IN
 DL4798'EITZEN TO TRUNK HIGHWAY 76 MILEPOINT 1.30, THEN 2.8 MILES WEST ON
 DL4798'COUNTY ROAD 27, THEN 0.85 MILE SOUTH ON DUCK CREEK DRIVE, THEN 1.4
 DL4798'MILES WEST ON OAKLAND DRIVE, 30 FEET NORTH AND 30 FEET EAST OF
 DL4798'HOMEWOOD HILLS ROAD, 1.4 FEET SOUTH OF RIGHT-OF-WAY FENCE, 5.0 FEET
 DL4798'EAST OF POWER POLE, 0.8 FOOT SOUTH OF WITNESS POST, ROD DEPTH UNKNOWN.
 DL4798
 DL4798                          STATION RECOVERY (2024)
 DL4798
 DL4798'RECOVERY NOTE BY MN DEPT OF TRANSP 2024 (KMS)
 DL4798'4.5 MI (7.2 KM) WEST OF EITZEN, 0.75 MI (1.21 KM) NORTH ALONG TRUNK
 DL4798'HIGHWAY 76 FROM THE JUNCTION OF TRUNK HIGHWAY 76 AND COUNTY ROAD 2 IN
 DL4798'EITZEN, TO TRUNK HIGHWAY 76 MILE POINT 1.30, THEN 2.8 MI (4.5 KM) WEST
 DL4798'ON COUNTY ROAD 27, THEN 0.85 MI (1.37 KM) SOUTH ON DUCK CREEK DRIVE,
 DL4798'THEN 1.4 MI (2.3 KM) WEST ON OAKLAND DRIVE, 31.2 FT (9.5 M) NORTH OF
 DL4798'OAKLAND DRIVE, 30.0 FT (9.1 M) EAST OF HOMEWARD HILLS ROAD EXTENDED,
 DL4798'19.2 FT (5.9 M) EAST OF AN ENTRANCE, 1.4 FT (0.4 M) SOUTH OF A
 DL4798'RIGHT-OF-WAY FENCE, 1.4 FT (0.4 M) SOUTH OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 PR1161 ***********************************************************************
 PR1161  DESIGNATION -  10 SEM
 PR1161  PID         -  PR1161
 PR1161  STATE/COUNTY-  MN/PIPESTONE
 PR1161  COUNTRY     -  US
 PR1161  USGS QUAD   -  ELKTON SW (2019)
 PR1161
 PR1161                         *CURRENT SURVEY CONTROL
 PR1161  ______________________________________________________________________
 PR1161* NAD 83(1986) POSITION- 44 00 31.96   (N) 096 23 19.46   (W)   HD_HELD1
 PR1161* NAVD 88 ORTHO HEIGHT -   497.291 (meters)     1631.53  (feet) ADJUSTED
 PR1161  ______________________________________________________________________
 PR1161  GEOID HEIGHT    -        -26.083 (meters)                     GEOID18
 PR1161  DYNAMIC HEIGHT  -        497.183 (meters)     1631.17  (feet) COMP
 PR1161  MODELED GRAVITY -    980,384.7   (mgal)                       NAVD 88
 PR1161
 PR1161  VERT ORDER      -  SECOND    CLASS I
 PR1161
 PR1161.The horizontal coordinates were determined by differentially corrected
 PR1161.hand held GPS observations or other comparable positioning techniques
 PR1161.and have an estimated accuracy of +/- 3 meters.
 PR1161
 PR1161.The orthometric height was determined by differential leveling and
 PR1161.adjusted by the NATIONAL GEODETIC SURVEY
 PR1161.in October 2017.
 PR1161
 PR1161.Significant digits in the geoid height do not necessarily reflect accuracy.
 PR1161.GEOID18 height accuracy estimate available here.
 PR1161
 PR1161.Click photographs - Photos may exist for this station.
 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     -   214,897.1     608,472.1     MT  (+/- 3 meters HH1 GPS) 
 PR1161
 PR1161_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQP0932676174(NAD 83)
 PR1161
 PR1161                          SUPERSEDED SURVEY CONTROL
 PR1161
 PR1161  NAVD 88 (06/15/91)  497.280  (m)         1631.49   (f) SUPERSEDED  1 2
 PR1161
 PR1161.Superseded values are not recommended for survey control.
 PR1161
 PR1161.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PR1161.See file dsdata.pdf to determine how the superseded data were derived.
 PR1161
 PR1161_MARKER: DD = SURVEY DISK
 PR1161_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PR1161_STAMPING: 1631 10 SEM 1966
 PR1161_MARK LOGO: USGS
 PR1161_PROJECTION: FLUSH
 PR1161_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 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 - April 29, 2015
 PR1161
 PR1161  HISTORY     - Date     Condition        Report By
 PR1161  HISTORY     - 1966     MONUMENTED       USGS
 PR1161  HISTORY     - 19900730 GOOD             NGS
 PR1161  HISTORY     - 20150429 GOOD             MNDT
 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.
 PR1161
 PR1161                          STATION RECOVERY (2015)
 PR1161
 PR1161'RECOVERY NOTE BY MN DEPT OF TRANSP 2015 (KMS)
 PR1161'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 SK0398 ***********************************************************************
 SK0398  DESIGNATION -  10 WGW
 SK0398  PID         -  SK0398
 SK0398  STATE/COUNTY-  MN/HUBBARD
 SK0398  COUNTRY     -  US
 SK0398  USGS QUAD   -  SCHOOLCRAFT LAKE (2019)
 SK0398
 SK0398                         *CURRENT SURVEY CONTROL
 SK0398  ______________________________________________________________________
 SK0398* NAD 83(1986) POSITION- 47 11 17.     (N) 095 03 56.     (W)   SCALED
 SK0398* NAVD 88 ORTHO HEIGHT -   440.289 (meters)     1444.51  (feet) ADJUSTED
 SK0398  ______________________________________________________________________
 SK0398  GEOID HEIGHT    -        -27.362 (meters)                     GEOID18
 SK0398  DYNAMIC HEIGHT  -        440.332 (meters)     1444.66  (feet) COMP
 SK0398  MODELED GRAVITY -    980,697.1   (mgal)                       NAVD 88
 SK0398
 SK0398  VERT ORDER      -  SECOND    CLASS I
 SK0398
 SK0398.The horizontal coordinates were scaled from a map and have
 SK0398.an estimated accuracy of +/- 6 seconds.
 SK0398
 SK0398.The orthometric height was determined by differential leveling and
 SK0398.adjusted by the NATIONAL GEODETIC SURVEY
 SK0398.in February 2020.
 SK0398
 SK0398.Significant digits in the geoid height do not necessarily reflect accuracy.
 SK0398.GEOID18 height accuracy estimate available here.
 SK0398
 SK0398.Click photographs - Photos may exist for this station.
 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.      738,190.      MT  (+/- 180 meters Scaled)
 SK0398
 SK0398_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUN435281(NAD 83)
 SK0398
 SK0398                          SUPERSEDED SURVEY CONTROL
 SK0398
 SK0398  NAVD 88 (08/26/19)  440.287  (m)         1444.51   (f) SUPERSEDED  2 1
 SK0398  NAVD 88 (06/17/15)  440.264  (m)         1444.43   (f) SUPERSEDED  2 1
 SK0398  NAVD 88 (06/15/91)  440.237  (m)         1444.34   (f) SUPERSEDED  2 0
 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
 SK0398.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SK0398.See file dsdata.pdf to determine how the superseded data were derived.
 SK0398
 SK0398_MARKER: DD = SURVEY DISK
 SK0398_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 SK0398+WITH SETTING: INFORMATION.
 SK0398_STAMPING: 10 WGW 1972
 SK0398_MARK LOGO: USGS
 SK0398_PROJECTION: FLUSH
 SK0398_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SK0398_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 SK0398+SATELLITE: SATELLITE OBSERVATIONS - April 14, 2014
 SK0398
 SK0398  HISTORY     - Date     Condition        Report By
 SK0398  HISTORY     - 19720401 MONUMENTED       USGS
 SK0398  HISTORY     - 1972     GOOD             MNDT
 SK0398  HISTORY     - 20010501 GOOD             MNDT
 SK0398  HISTORY     - 20120814 GOOD             MNDT
 SK0398  HISTORY     - 20140414 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.
 SK0398
 SK0398                          STATION RECOVERY (2012)
 SK0398
 SK0398'RECOVERY NOTE BY MN DEPT OF TRANSP 2012 (RS)
 SK0398'3.5 MILES SOUTHWEST OF LAKE GEORGE, 3.55 MILES SOUTHWEST AND WEST
 SK0398'ALONG TRUNK HIGHWAY 71 FROM JUNCTION OF TRUNK HIGHWAY 71 AND COUNTY
 SK0398'ROAD 4 IN LAKE GEORGE, AT TRUNK HIGHWAY 71 MILEPOINT 284.2, 200 FEET
 SK0398'SOUTH OF TRUNK HIGHWAY 71, 37.2 FEET WEST OF BENCHMARK 2906 D.
 SK0398
 SK0398                          STATION RECOVERY (2014)
 SK0398
 SK0398'RECOVERY NOTE BY MN DEPT OF TRANSP 2014 (MPP)
 SK0398'THE STATION IS LOCATED ABOUT 14.8 MI (23.8 KM) WEST OF LAPORTE, 11.8
 SK0398'MI (19.0 KM) NORTHEAST OF TWO INLETS AND 3.5 MI (5.6 KM)
 SK0398'WEST-SOUTHWEST OF LAKE GEORGE.
 SK0398'
 SK0398'TO REACH THE MARK GO 3.5 MI (5.6 KM) SOUTHWEST OF LAKE GEORGE, 3.55 MI
 SK0398'(5.7 KM) WEST-SOUTHWEST ALONG TRUNK HIGHWAY 71  FROM THE JUNCTION OF
 SK0398'TRUNK HIGHWAY 71 AND COUNTY ROAD 4 INCH (10 CM) LAKE GEORGE, AT TRUNK
 SK0398'HIGHWAY 71 MILE POINT 284.2.
 SK0398'
 SK0398'THE MARK IS LOCATED 250 FT (76.2 M) SOUTH OF TRUNK HIGHWAY 71, 37.2 FT
 SK0398'(11.3 M) WEST OF STATION 2906 D.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DK6145 ***********************************************************************
 DK6145  DESIGNATION -  10 WH
 DK6145  PID         -  DK6145
 DK6145  STATE/COUNTY-  MN/MARSHALL
 DK6145  COUNTRY     -  US
 DK6145  USGS QUAD   -  FLORIAN SW (2019)
 DK6145
 DK6145                         *CURRENT SURVEY CONTROL
 DK6145  ______________________________________________________________________
 DK6145* NAD 83(2011) POSITION- 48 21 18.53866(N) 096 37 51.00900(W)   ADJUSTED
 DK6145* NAD 83(2011) ELLIP HT-   257.075 (meters)        (06/27/12)   ADJUSTED
 DK6145* NAD 83(2011) EPOCH   -  2010.00
 DK6145* NAVD 88 ORTHO HEIGHT -   284.5   (meters)      933.    (feet) GPS OBS
 DK6145  ______________________________________________________________________
 DK6145  NAVD 88 orthometric height was determined with geoid model    GEOID03
 DK6145  GEOID HEIGHT    -        -27.415 (meters)                     GEOID03
 DK6145  GEOID HEIGHT    -        -27.427 (meters)                     GEOID18
 DK6145  NAD 83(2011) X  -   -490,346.163 (meters)                     COMP
 DK6145  NAD 83(2011) Y  - -4,218,054.246 (meters)                     COMP
 DK6145  NAD 83(2011) Z  -  4,743,401.566 (meters)                     COMP
 DK6145  LAPLACE CORR    -          1.11  (seconds)                    DEFLEC18
 DK6145
 DK6145  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DK6145  Standards:
 DK6145         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DK6145            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DK6145  -------------------------------------------------------------------
 DK6145  NETWORK    0.90   0.69           0.41   0.31   0.35      0.00134076
 DK6145  -------------------------------------------------------------------
 DK6145  Click here for local accuracies and other accuracy information.
 DK6145
 DK6145.The horizontal coordinates were established by GPS observations
 DK6145.and adjusted by the National Geodetic Survey in June 2012.
 DK6145
 DK6145.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DK6145.been affixed to the stable North American tectonic plate. See 
 DK6145.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DK6145
 DK6145.The horizontal coordinates are valid at the epoch date displayed above
 DK6145.which is a decimal equivalence of Year/Month/Day.
 DK6145
 DK6145.The orthometric height was determined by GPS observations and a
 DK6145.high-resolution geoid model.
 DK6145
 DK6145.Significant digits in the geoid height do not necessarily reflect accuracy.
 DK6145.GEOID18 height accuracy estimate available here.
 DK6145
 DK6145.Click photographs - Photos may exist for this station.
 DK6145
 DK6145.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DK6145
 DK6145.The Laplace correction was computed from DEFLEC18 derived deflections.
 DK6145
 DK6145.The ellipsoidal height was determined by GPS observations
 DK6145.and is referenced to NAD 83.
 DK6145
 DK6145. The following values were computed from the NAD 83(2011) position.
 DK6145
 DK6145;                    North         East     Units Scale Factor Converg.
 DK6145;SPC MN N     -   312,223.038   538,429.311   MT  0.99994397   -2 37 01.6
 DK6145;SPC MN N     - 1,024,351.75  1,766,496.83   sFT  0.99994397   -2 37 01.6
 DK6145;UTM  14      - 5,358,487.145   675,506.815   MT  0.99997847   +1 46 15.1
 DK6145
 DK6145!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DK6145!SPC MN N     -   0.99995971  x   0.99994397  =   0.99990368
 DK6145!UTM  14      -   0.99995971  x   0.99997847  =   0.99993818
 DK6145
 DK6145_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UPU7550658487(NAD 83)
 DK6145
 DK6145                          SUPERSEDED SURVEY CONTROL
 DK6145
 DK6145  NAD 83(2007)-  48 21 18.53860(N)    096 37 51.00971(W) AD(2002.00) 1
 DK6145  ELLIP H (07/11/08)  257.103  (m)                       GP(2002.00) 1 1
 DK6145
 DK6145.Superseded values are not recommended for survey control.
 DK6145
 DK6145.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK6145.See file dsdata.pdf to determine how the superseded data were derived.
 DK6145
 DK6145_MARKER: DD = SURVEY DISK
 DK6145_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 DK6145_SP_SET: CONCRETE CULVERT
 DK6145_STAMPING: 10 WH 1978
 DK6145_MARK LOGO: USGS
 DK6145_MAGNETIC: N = NO MAGNETIC MATERIAL
 DK6145_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DK6145+STABILITY: SURFACE MOTION
 DK6145_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DK6145+SATELLITE: SATELLITE OBSERVATIONS - January 07, 2008
 DK6145
 DK6145  HISTORY     - Date     Condition        Report By
 DK6145  HISTORY     - 1978     MONUMENTED       USGS
 DK6145  HISTORY     - 20080107 GOOD             MN-089
 DK6145
 DK6145                          STATION DESCRIPTION
 DK6145
 DK6145'DESCRIBED BY MARSHALL COUNTY MINNESOTA 2008 (PTK)
 DK6145'6 MILES SOUTH OF FLORIAN, 32 FEET NORTH AND 30 FEET EAST OF CROSSROADS
 DK6145'(COUNTY ROAD AND TOWNSHIP ROAD), IN EAST END OF ROUND CONCRETE
 DK6145'CULVERT.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 OP1106 ***********************************************************************
 OP1106  DESIGNATION -  100
 OP1106  PID         -  OP1106
 OP1106  STATE/COUNTY-  MN/JACKSON
 OP1106  COUNTRY     -  US
 OP1106  USGS QUAD   -  JACKSON NW (2019)
 OP1106
 OP1106                         *CURRENT SURVEY CONTROL
 OP1106  ______________________________________________________________________
 OP1106* NAD 83(1996) POSITION- 43 42 09.36278(N) 094 52 29.57132(W)   ADJUSTED
 OP1106* NAVD 88 ORTHO HEIGHT -   410.    (meters)     1345.    (feet) VERTCON3
 OP1106  ______________________________________________________________________
 OP1106  GEOID HEIGHT    -        -27.743 (meters)                     GEOID18
 OP1106  LAPLACE CORR    -         -4.07  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 OP1106.GEOID18 height accuracy estimate available here.
 OP1106
 OP1106.Click photographs - Photos may exist for this station.
 OP1106
 OP1106.The Laplace correction was computed from DEFLEC18 derived deflections.
 OP1106
 OP1106. The following values were computed from the NAD 83(1996) position.
 OP1106
 OP1106;                    North         East     Units Scale Factor Converg.
 OP1106;SPC MN S     -   178,446.008   729,479.619   MT  1.00001847   -0 36 47.6
 OP1106;SPC MN S     -   585,451.61  2,393,301.05   sFT  1.00001847   -0 36 47.6
 OP1106;UTM  15      - 4,840,550.255   348,933.019   MT  0.99988071   -1 17 44.3
 OP1106
 OP1106!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OP1106!SPC MN S     -   0.99994004  x   1.00001847  =   0.99995851
 OP1106!UTM  15      -   0.99994004  x   0.99988071  =   0.99982076
 OP1106
 OP1106:                Primary Azimuth Mark                     Grid Az
 OP1106:SPC MN S     -  BEHMER                                   146 46 50.8
 OP1106:UTM  15      -  BEHMER                                   147 27 47.5
 OP1106
 OP1106_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUJ4893340550(NAD 83)
 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
 OP1106.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OP1106.See file dsdata.pdf to determine how the superseded data were derived.
 OP1106
 OP1106_MARKER: I = METAL ROD
 OP1106_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 OP1106+WITH SETTING: INFORMATION.
 OP1106_MARK LOGO: MNHD
 OP1106_MAGNETIC: I = MARKER IS A STEEL ROD
 OP1106_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OP1106_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 OP1106+SATELLITE: SATELLITE OBSERVATIONS - June 05, 2018
 OP1106
 OP1106  HISTORY     - Date     Condition        Report By
 OP1106  HISTORY     - 1960     MONUMENTED       MNHD
 OP1106  HISTORY     - 20180605 GOOD             MNDT
 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.
 OP1106
 OP1106                          STATION RECOVERY (2018)
 OP1106
 OP1106'RECOVERY NOTE BY MN DEPT OF TRANSP 2018 (TJD)
 OP1106'3.4 MI (5.5 KM) NORTH ALONG COUNTY ROAD 29 FROM THE JUNCTION OF COUNTY
 OP1106'ROAD 29 AND INTERSTATE HIGHWAY 90 (THE JUNCTION IS 1.0 MI (1.6 KM)
 OP1106'NORTH OF ALPHA), 42.7 FT (13.0 M) WEST OF COUNTY ROAD 29.  NO WITNESS
 OP1106'POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DP6679 ***********************************************************************
 DP6679  DESIGNATION -  100
 DP6679  PID         -  DP6679
 DP6679  STATE/COUNTY-  MN/TRAVERSE
 DP6679  COUNTRY     -  US
 DP6679  USGS QUAD   -  GRACEVILLE (2019)
 DP6679
 DP6679                         *CURRENT SURVEY CONTROL
 DP6679  ______________________________________________________________________
 DP6679* NAD 83(2011) POSITION- 45 36 00.14795(N) 096 23 08.64456(W)   ADJUSTED
 DP6679* NAD 83(2011) ELLIP HT-   307.793 (meters)        (03/11/15)   ADJUSTED
 DP6679* NAD 83(2011) EPOCH   -  2010.00
 DP6679* NAVD 88 ORTHO HEIGHT -   334.0   (meters)     1096.    (feet) GPS OBS
 DP6679  ______________________________________________________________________
 DP6679  NAVD 88 orthometric height was determined with geoid model    GEOID12A
 DP6679  GEOID HEIGHT    -        -26.166 (meters)                     GEOID12A
 DP6679  GEOID HEIGHT    -        -26.166 (meters)                     GEOID18
 DP6679  NAD 83(2011) X  -   -497,205.186 (meters)                     COMP
 DP6679  NAD 83(2011) Y  - -4,442,669.237 (meters)                     COMP
 DP6679  NAD 83(2011) Z  -  4,534,475.472 (meters)                     COMP
 DP6679  LAPLACE CORR    -         -0.73  (seconds)                    DEFLEC18
 DP6679
 DP6679  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DP6679  Standards:
 DP6679         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DP6679            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DP6679  -------------------------------------------------------------------
 DP6679  NETWORK    0.67   0.59           0.31   0.21   0.30      0.30033330
 DP6679  -------------------------------------------------------------------
 DP6679  Click here for local accuracies and other accuracy information.
 DP6679
 DP6679.The horizontal coordinates were established by GPS observations
 DP6679.and adjusted by the MN DEPT OF TRANSP in March 2015.
 DP6679
 DP6679.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DP6679.been affixed to the stable North American tectonic plate. See 
 DP6679.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DP6679
 DP6679.The horizontal coordinates are valid at the epoch date displayed above
 DP6679.which is a decimal equivalence of Year/Month/Day.
 DP6679
 DP6679.The orthometric height was determined by GPS observations and a
 DP6679.high-resolution geoid model.
 DP6679
 DP6679.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP6679.GEOID18 height accuracy estimate available here.
 DP6679
 DP6679.Click photographs - Photos may exist for this station.
 DP6679
 DP6679.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DP6679
 DP6679.The Laplace correction was computed from DEFLEC18 derived deflections.
 DP6679
 DP6679.The ellipsoidal height was determined by GPS observations
 DP6679.and is referenced to NAD 83.
 DP6679
 DP6679. The following values were computed from the NAD 83(2011) position.
 DP6679
 DP6679;                    North         East     Units Scale Factor Converg.
 DP6679;SPC MN C     -   168,939.451   633,390.572   MT  1.00000364   -1 32 41.9
 DP6679;SPC MN C     -   554,262.18  2,078,048.90   sFT  1.00000364   -1 32 41.9
 DP6679;UTM  14      - 5,052,935.246   703,880.787   MT  1.00011108   +1 52 06.5
 DP6679
 DP6679!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DP6679!SPC MN C     -   0.99995175  x   1.00000364  =   0.99995539
 DP6679!UTM  14      -   0.99995175  x   1.00011108  =   1.00006282
 DP6679
 DP6679_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQR0388052935(NAD 83)
 DP6679
 DP6679                          SUPERSEDED SURVEY CONTROL
 DP6679
 DP6679.No superseded survey control is available for this station.
 DP6679
 DP6679_MARKER: DB = BENCH MARK DISK
 DP6679_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 DP6679+WITH SETTING: INFORMATION.
 DP6679_STAMPING: 100
 DP6679_MARK LOGO: BOISDE
 DP6679_PROJECTION: FLUSH
 DP6679_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DP6679_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DP6679_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP6679+SATELLITE: SATELLITE OBSERVATIONS - June 16, 2021
 DP6679
 DP6679  HISTORY     - Date     Condition        Report By
 DP6679  HISTORY     - 20080401 MONUMENTED       BOISDE
 DP6679  HISTORY     - 20130709 GOOD             MNDT
 DP6679  HISTORY     - 20210616 GOOD             MNDT
 DP6679
 DP6679                          STATION DESCRIPTION
 DP6679
 DP6679'DESCRIBED BY MN DEPT OF TRANSP 2013 (WFS)
 DP6679'2.9 MILES NORTHEAST OF GRACEVILLE, 1.95 MILES NORTH ALONG TRUNK
 DP6679'HIGHWAY 75 FROM JUNCTION OF TRUNK HIGHWAY 75 AND TRUNK HIGHWAY 28 IN
 DP6679'GRACEVILLE TO TRUNK HIGHWAY MILE POINT 156.85, THEN 2.0 MILES EAST
 DP6679'ALONG COUNTY ROAD 2, 48.50 FEET NORTH ON COUNTY ROAD 2, 41.0 FEET WEST
 DP6679'ON GRAVEL ROAD, 7.0 FEET WEST OF CABLE PEDESTAL, 3.0 FEET WEST OF
 DP6679'WITNESS POST.  ROD DEPTH UNKNOWN.
 DP6679
 DP6679                          STATION RECOVERY (2021)
 DP6679
 DP6679'RECOVERY NOTE BY MN DEPT OF TRANSP 2021 (TJD)
 DP6679'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DK3344 ***********************************************************************
 DK3344  DESIGNATION -  1001 A
 DK3344  PID         -  DK3344
 DK3344  STATE/COUNTY-  MN/CARVER
 DK3344  COUNTRY     -  US
 DK3344  USGS QUAD   -  HAMBURG (2019)
 DK3344
 DK3344                         *CURRENT SURVEY CONTROL
 DK3344  ______________________________________________________________________
 DK3344* NAD 83(2011) POSITION- 44 43 03.14302(N) 093 58 48.54693(W)   ADJUSTED
 DK3344* NAD 83(2011) ELLIP HT-   275.001 (meters)        (06/27/12)   ADJUSTED
 DK3344* NAD 83(2011) EPOCH   -  2010.00
 DK3344* NAVD 88 ORTHO HEIGHT -   302.582 (meters)      992.72  (feet) ADJUSTED
 DK3344  ______________________________________________________________________
 DK3344  GEOID HEIGHT    -        -27.575 (meters)                     GEOID18
 DK3344  NAD 83(2011) X  -   -315,120.432 (meters)                     COMP
 DK3344  NAD 83(2011) Y  - -4,528,977.641 (meters)                     COMP
 DK3344  NAD 83(2011) Z  -  4,465,291.531 (meters)                     COMP
 DK3344  LAPLACE CORR    -          2.41  (seconds)                    DEFLEC18
 DK3344  DYNAMIC HEIGHT  -        302.551 (meters)      992.62  (feet) COMP
 DK3344  MODELED GRAVITY -    980,508.4   (mgal)                       NAVD 88
 DK3344
 DK3344  VERT ORDER      -  SECOND    CLASS I
 DK3344
 DK3344  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DK3344  Standards:
 DK3344         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DK3344            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DK3344  -------------------------------------------------------------------
 DK3344  NETWORK    0.25   0.43           0.11   0.09   0.22      0.00942556
 DK3344  -------------------------------------------------------------------
 DK3344  Click here for local accuracies and other accuracy information.
 DK3344
 DK3344.The horizontal coordinates were established by GPS observations
 DK3344.and adjusted by the National Geodetic Survey in June 2012.
 DK3344
 DK3344.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DK3344.been affixed to the stable North American tectonic plate. See 
 DK3344.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DK3344
 DK3344.The horizontal coordinates are valid at the epoch date displayed above
 DK3344.which is a decimal equivalence of Year/Month/Day.
 DK3344
 DK3344.The orthometric height was determined by differential leveling and
 DK3344.adjusted by the NATIONAL GEODETIC SURVEY
 DK3344.in May 2019.
 DK3344
 DK3344.Significant digits in the geoid height do not necessarily reflect accuracy.
 DK3344.GEOID18 height accuracy estimate available here.
 DK3344
 DK3344.Click photographs - Photos may exist for this station.
 DK3344
 DK3344.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DK3344
 DK3344.The Laplace correction was computed from DEFLEC18 derived deflections.
 DK3344
 DK3344.The ellipsoidal height was determined by GPS observations
 DK3344.and is referenced to NAD 83.
 DK3344
 DK3344.The dynamic height is computed by dividing the NAVD 88
 DK3344.geopotential number by the normal gravity value computed on the
 DK3344.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK3344.degrees latitude (g = 980.6199 gals.).
 DK3344
 DK3344.The modeled gravity was interpolated from observed gravity values.
 DK3344
 DK3344. The following values were computed from the NAD 83(2011) position.
 DK3344
 DK3344;                    North         East     Units Scale Factor Converg.
 DK3344;SPC MN S     -   290,839.239   801,572.516   MT  0.99992913   +0 00 50.1
 DK3344;SPC MN S     -   954,195.07  2,629,825.83   sFT  0.99992913   +0 00 50.1
 DK3344;UTM  15      - 4,952,040.645   422,370.381   MT  0.99967411   -0 41 22.9
 DK3344
 DK3344!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DK3344!SPC MN S     -   0.99995688  x   0.99992913  =   0.99988602
 DK3344!UTM  15      -   0.99995688  x   0.99967411  =   0.99963101
 DK3344
 DK3344:                Primary Azimuth Mark                     Grid Az
 DK3344:SPC MN S     -  1001 B                                   000 35 28.6
 DK3344:UTM  15      -  1001 B                                   001 17 41.6
 DK3344
 DK3344_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK2237052040(NAD 83)
 DK3344
 DK3344|---------------------------------------------------------------------|
 DK3344| PID    Reference Object                     Distance      Geod. Az  |
 DK3344|                                                           dddmmss.s |
 DK3344| DK3345 1001 B                              APPROX. 1.6 KM 0003618.7 |
 DK3344|---------------------------------------------------------------------|
 DK3344
 DK3344                          SUPERSEDED SURVEY CONTROL
 DK3344
 DK3344  NAD 83(2007)-  44 43 03.14321(N)    093 58 48.54777(W) AD(2002.00) 1
 DK3344  ELLIP H (03/13/09)  275.030  (m)                       GP(2002.00) 3 1
 DK3344  NAD 83(1996)-  44 43 03.14296(N)    093 58 48.54697(W) AD(       ) 1
 DK3344  ELLIP H (01/10/08)  275.071  (m)                       GP(       ) 3 1
 DK3344  NAVD 88 (09/23/10)  302.576  (m)          992.70   (f) SUPERSEDED  2 1
 DK3344  NAVD 88             302.57   (m)          992.7    (f) LEVELING    3  
 DK3344
 DK3344.Superseded values are not recommended for survey control.
 DK3344
 DK3344.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK3344.See file dsdata.pdf to determine how the superseded data were derived.
 DK3344
 DK3344_MARKER: DB = BENCH MARK DISK
 DK3344_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 DK3344_STAMPING: 1001 A 1964
 DK3344_MARK LOGO: MNHD
 DK3344_PROJECTION: RECESSED 8 CENTIMETERS
 DK3344_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DK3344_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DK3344_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DK3344+SATELLITE: SATELLITE OBSERVATIONS - May 08, 2024
 DK3344
 DK3344  HISTORY     - Date     Condition        Report By
 DK3344  HISTORY     - 1964     MONUMENTED       MNHD
 DK3344  HISTORY     - 20031018 GOOD             MNDT
 DK3344  HISTORY     - 20160411 GOOD             MNDT
 DK3344  HISTORY     - 20200310 GOOD             MNDT
 DK3344  HISTORY     - 20240508 GOOD             MNDT
 DK3344
 DK3344                          STATION DESCRIPTION
 DK3344
 DK3344'DESCRIBED BY MN HIGHWAY DEPT 1964
 DK3344'1 MILE SOUTHWEST OF HAMBURG, IN NORTHEAST QUADRANT OF JUNCTION OF
 DK3344'TRUNK HIGHWAY 5 AND GRAVEL ROAD ON COUNTY LINE, 1 MILE SOUTH OF
 DK3344'JUNCTION OF TRUNK HIGHWAY 5 AND COUNTY ROAD 50, AT TRUNK HIGHWAY 5
 DK3344'MILEPOINT 17.45, 70.9 FEET EAST OF TRUNK HIGHWAY 5, 55.5 FEET NORTH OF
 DK3344'158TH STREET, 23.9 FEET NORTH-NORTHEAST OF POLE, 1.7 FEET WEST OF
 DK3344'WITNESS POST.
 DK3344
 DK3344                          STATION RECOVERY (2003)
 DK3344
 DK3344'RECOVERY NOTE BY MN DEPT OF TRANSP 2003 (MPP)
 DK3344'THE STATION IS LOCATED ABOUT 4.4 MI (7.1 KM) SOUTHWEST OF NORWOOD, 3.0
 DK3344'MI (4.8 KM) NORTH-NORTHEAST OF GREEN ISLE AND 1.3 MI (2.1 KM)
 DK3344'SOUTH-SOUTHWEST OF HAMBURG.
 DK3344'
 DK3344'THE MARK IS 1 MI (1.6 KM) SOUTHWEST OF HAMBURG, IN NORTHEAST QUADRANT
 DK3344'OF THE JUNCTION OF TRUNK HIGHWAY 5 AND GRAVEL ROAD ON COUNTY LINE, 1
 DK3344'MI (1.6 KM) SOUTH ALONG TRUNK HIGHWAY 5 FROM THE JUNCTION OF TRUNK
 DK3344'HIGHWAY 5 AND COUNTY ROAD 50, AT TRUNK HIGHWAY 5 MILE POINT 17.45,
 DK3344'70.9 FT (21.6 M) EAST OF TRUNK HIGHWAY 5, 55.5 FT (16.9 M) NORTH OF
 DK3344'158TH STREET, 23.9 FT (7.3 M) NORTH-NORTHEAST OF POLE, 1.7 FT (0.5 M)
 DK3344'WEST OF A WITNESS POST.
 DK3344
 DK3344                          STATION RECOVERY (2016)
 DK3344
 DK3344'RECOVERY NOTE BY MN DEPT OF TRANSP 2016 (KMS)
 DK3344'RECOVERED AS DESCRIBED.
 DK3344
 DK3344                          STATION RECOVERY (2020)
 DK3344
 DK3344'RECOVERY NOTE BY MN DEPT OF TRANSP 2020 (BXG)
 DK3344'RECOVERED AS DESCRIBED.
 DK3344
 DK3344                          STATION RECOVERY (2024)
 DK3344
 DK3344'RECOVERY NOTE BY MN DEPT OF TRANSP 2024 (TJD)
 DK3344'1.0 MI (1.6 KM) SOUTHWEST OF HAMBURG, 1.0 MI (1.6 KM) SOUTH ALONG
 DK3344'TRUNK HIGHWAY 5/25 FROM THE JUNCTION OF TRUNK HIGHWAY 5/25 AND COUNTY
 DK3344'ROAD 50, THE JUNCTION IS 0.5 MI (0.8 KM) WEST OF HAMBURG, AT TRUNK
 DK3344'HIGHWAY 5 MILE POINT 17.45, IN THE NORTHEAST QUADRANT OF THE JUNCTION
 DK3344'OF TRUNK HIGHWAY 5 AND 158TH STREET ON COUNTY LINE, 70.9 FT (21.6 M)
 DK3344'EAST OF TRUNK HIGHWAY 5, 55.5 FT (16.9 M) NORTH OF 158TH STREET, 23.9
 DK3344'FT (7.3 M) NORTH-NORTHEAST OF A POLE, 1.7 FT (0.5 M) WEST OF A WITNESS
 DK3344'POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DK3345 ***********************************************************************
 DK3345  DESIGNATION -  1001 B
 DK3345  PID         -  DK3345
 DK3345  STATE/COUNTY-  MN/CARVER
 DK3345  COUNTRY     -  US
 DK3345  USGS QUAD   -  HAMBURG (2019)
 DK3345
 DK3345                         *CURRENT SURVEY CONTROL
 DK3345  ______________________________________________________________________
 DK3345* NAD 83(2011) POSITION- 44 43 55.35718(N) 093 58 47.77318(W)   ADJUSTED
 DK3345* NAD 83(2011) ELLIP HT-   275.522 (meters)        (06/27/12)   ADJUSTED
 DK3345* NAD 83(2011) EPOCH   -  2010.00
 DK3345* NAVD 88 ORTHO HEIGHT -   303.081 (meters)      994.36  (feet) ADJUSTED
 DK3345  ______________________________________________________________________
 DK3345  GEOID HEIGHT    -        -27.555 (meters)                     GEOID18
 DK3345  NAD 83(2011) X  -   -315,024.743 (meters)                     COMP
 DK3345  NAD 83(2011) Y  - -4,527,847.672 (meters)                     COMP
 DK3345  NAD 83(2011) Z  -  4,466,437.102 (meters)                     COMP
 DK3345  LAPLACE CORR    -          2.41  (seconds)                    DEFLEC18
 DK3345  DYNAMIC HEIGHT  -        303.051 (meters)      994.26  (feet) COMP
 DK3345  MODELED GRAVITY -    980,510.0   (mgal)                       NAVD 88
 DK3345
 DK3345  VERT ORDER      -  SECOND    CLASS I
 DK3345
 DK3345  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DK3345  Standards:
 DK3345         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DK3345            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DK3345  -------------------------------------------------------------------
 DK3345  NETWORK    0.24   0.39           0.11   0.08   0.20      0.00988945
 DK3345  -------------------------------------------------------------------
 DK3345  Click here for local accuracies and other accuracy information.
 DK3345
 DK3345.The horizontal coordinates were established by GPS observations
 DK3345.and adjusted by the National Geodetic Survey in June 2012.
 DK3345
 DK3345.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DK3345.been affixed to the stable North American tectonic plate. See 
 DK3345.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DK3345
 DK3345.The horizontal coordinates are valid at the epoch date displayed above
 DK3345.which is a decimal equivalence of Year/Month/Day.
 DK3345
 DK3345.The orthometric height was determined by differential leveling and
 DK3345.adjusted by the NATIONAL GEODETIC SURVEY
 DK3345.in May 2020.
 DK3345
 DK3345.Significant digits in the geoid height do not necessarily reflect accuracy.
 DK3345.GEOID18 height accuracy estimate available here.
 DK3345
 DK3345.Click photographs - Photos may exist for this station.
 DK3345
 DK3345.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DK3345
 DK3345.The Laplace correction was computed from DEFLEC18 derived deflections.
 DK3345
 DK3345.The ellipsoidal height was determined by GPS observations
 DK3345.and is referenced to NAD 83.
 DK3345
 DK3345.The dynamic height is computed by dividing the NAVD 88
 DK3345.geopotential number by the normal gravity value computed on the
 DK3345.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK3345.degrees latitude (g = 980.6199 gals.).
 DK3345
 DK3345.The modeled gravity was interpolated from observed gravity values.
 DK3345
 DK3345. The following values were computed from the NAD 83(2011) position.
 DK3345
 DK3345;                    North         East     Units Scale Factor Converg.
 DK3345;SPC MN S     -   292,450.900   801,589.149   MT  0.99993012   +0 00 50.6
 DK3345;SPC MN S     -   959,482.66  2,629,880.40   sFT  0.99993012   +0 00 50.6
 DK3345;UTM  15      - 4,953,651.568   422,406.796   MT  0.99967404   -0 41 22.9
 DK3345
 DK3345!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DK3345!SPC MN S     -   0.99995680  x   0.99993012  =   0.99988693
 DK3345!UTM  15      -   0.99995680  x   0.99967404  =   0.99963086
 DK3345
 DK3345:                Primary Azimuth Mark                     Grid Az
 DK3345:SPC MN S     -  1001 A                                   180 35 28.7
 DK3345:UTM  15      -  1001 A                                   181 17 42.2
 DK3345
 DK3345_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK2240653651(NAD 83)
 DK3345
 DK3345|---------------------------------------------------------------------|
 DK3345| PID    Reference Object                     Distance      Geod. Az  |
 DK3345|                                                           dddmmss.s |
 DK3345| DK3344 1001 A                              APPROX. 1.6 KM 1803619.3 |
 DK3345|---------------------------------------------------------------------|
 DK3345
 DK3345                          SUPERSEDED SURVEY CONTROL
 DK3345
 DK3345  NAD 83(2007)-  44 43 55.35738(N)    093 58 47.77401(W) AD(2002.00) 1
 DK3345  ELLIP H (03/13/09)  275.551  (m)                       GP(2002.00) 3 1
 DK3345  NAD 83(1996)-  44 43 55.35708(N)    093 58 47.77322(W) AD(       ) 1
 DK3345  ELLIP H (01/10/08)  275.592  (m)                       GP(       ) 3 1
 DK3345  NAVD 88 (06/14/17)  303.074  (m)          994.34   (f) SUPERSEDED  2 1
 DK3345  NAVD 88 (09/23/10)  303.056  (m)          994.28   (f) SUPERSEDED  2 1
 DK3345  NAVD 88             303.05   (m)          994.3    (f) LEVELING    3  
 DK3345
 DK3345.Superseded values are not recommended for survey control.
 DK3345
 DK3345.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK3345.See file dsdata.pdf to determine how the superseded data were derived.
 DK3345
 DK3345_MARKER: DB = BENCH MARK DISK
 DK3345_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 DK3345_STAMPING: 1001-B 1964 994.017
 DK3345_MARK LOGO: MNHD
 DK3345_PROJECTION: PROJECTING 5 CENTIMETERS
 DK3345_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DK3345_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DK3345_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DK3345+SATELLITE: SATELLITE OBSERVATIONS - March 10, 2020
 DK3345
 DK3345  HISTORY     - Date     Condition        Report By
 DK3345  HISTORY     - 19641118 MONUMENTED       MNHD
 DK3345  HISTORY     - 20031018 GOOD             MNDT
 DK3345  HISTORY     - 20150413 GOOD             MNDT
 DK3345  HISTORY     - 20160411 GOOD             MNDT
 DK3345  HISTORY     - 20190601 GOOD             MNDT
 DK3345  HISTORY     - 20200310 GOOD             MNDT
 DK3345
 DK3345                          STATION DESCRIPTION
 DK3345
 DK3345'DESCRIBED BY MN HIGHWAY DEPT 1964
 DK3345'0.5 MILE WEST OF HAMBURG, IN NORTHEAST QUADRANT OF JUNCTION OF TRUNK
 DK3345'HIGHWAY 5 AND COUNTY ROAD 50, AT TRUNK HIGHWAY 5 MILEPOINT 18.55, 75
 DK3345'FEET EAST OF TRUNK HIGHWAY 5, 51.5 FEET NORTH OF COUNTY ROAD 50, 1.9
 DK3345'FEET WEST-NORTHWEST OF WITNESS POST.
 DK3345
 DK3345                          STATION RECOVERY (2003)
 DK3345
 DK3345'RECOVERY NOTE BY MN DEPT OF TRANSP 2003 (MPP)
 DK3345'THE STATION IS LOCATED ABOUT 3.9 MI (6.3 KM) NORTH-NORTHEAST OF GREEN
 DK3345'ISLE, 3.6 MI (5.8 KM) SOUTHWEST OF NORWOOD AND 0.6 MI (1.0 KM) WEST OF
 DK3345'HAMBURG.
 DK3345'
 DK3345'THE MARK WAS RECOVERED IN GOOD CONDITION.  THE MARK IS 0.5 MI (0.8 KM)
 DK3345'(0.8 KM) WEST OF HAMBURG, IN NORTHEAST QUADRANT OF THE JUNCTION OF
 DK3345'TRUNK HIGHWAY 5 AND COUNTY ROAD 50, AT TRUNK HIGHWAY 5 MILE POINT
 DK3345'18.55, 75 FT (22.9 M) EAST OF TRUNK HIGHWAY 5, 51.5 FT (15.7 M) NORTH
 DK3345'OF COUNTY ROAD 50, 1.9 FT (0.6 M) WEST-NORTHWEST OF A WITNESS POST.
 DK3345
 DK3345                          STATION RECOVERY (2015)
 DK3345
 DK3345'RECOVERY NOTE BY MN DEPT OF TRANSP 2015 (KMS)
 DK3345'RECOVERED AS DESCRIBED.
 DK3345
 DK3345                          STATION RECOVERY (2016)
 DK3345
 DK3345'RECOVERY NOTE BY MN DEPT OF TRANSP 2016 (MAS)
 DK3345'RECOVERED AS DESCRIBED.
 DK3345
 DK3345                          STATION RECOVERY (2019)
 DK3345
 DK3345'RECOVERY NOTE BY MN DEPT OF TRANSP 2019 (LLS)
 DK3345'RECOVERED AS DESCRIBED.
 DK3345
 DK3345                          STATION RECOVERY (2020)
 DK3345
 DK3345'RECOVERY NOTE BY MN DEPT OF TRANSP 2020 (BXG)
 DK3345'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DL9754 ***********************************************************************
 DL9754  DESIGNATION -  1001 C
 DL9754  PID         -  DL9754
 DL9754  STATE/COUNTY-  MN/CARVER
 DL9754  COUNTRY     -  US
 DL9754  USGS QUAD   -  HAMBURG (2019)
 DL9754
 DL9754                         *CURRENT SURVEY CONTROL
 DL9754  ______________________________________________________________________
 DL9754* NAD 83(1986) POSITION- 44 44 47.64   (N) 093 58 48.20   (W)   HD_HELD1
 DL9754* NAVD 88 ORTHO HEIGHT -   306.138 (meters)     1004.39  (feet) ADJUSTED
 DL9754  ______________________________________________________________________
 DL9754  GEOID HEIGHT    -        -27.539 (meters)                     GEOID18
 DL9754  DYNAMIC HEIGHT  -        306.108 (meters)     1004.29  (feet) COMP
 DL9754  MODELED GRAVITY -    980,511.5   (mgal)                       NAVD 88
 DL9754
 DL9754  VERT ORDER      -  SECOND    CLASS I
 DL9754
 DL9754.The horizontal coordinates were determined by differentially corrected
 DL9754.hand held GPS observations or other comparable positioning techniques
 DL9754.and have an estimated accuracy of +/- 3 meters.
 DL9754
 DL9754.The orthometric height was determined by differential leveling and
 DL9754.adjusted by the NATIONAL GEODETIC SURVEY
 DL9754.in September 2010.
 DL9754
 DL9754.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL9754.GEOID18 height accuracy estimate available here.
 DL9754
 DL9754.Click photographs - Photos may exist for this station.
 DL9754
 DL9754.The dynamic height is computed by dividing the NAVD 88
 DL9754.geopotential number by the normal gravity value computed on the
 DL9754.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL9754.degrees latitude (g = 980.6199 gals.).
 DL9754
 DL9754.The modeled gravity was interpolated from observed gravity values.
 DL9754
 DL9754;                    North         East    Units  Estimated Accuracy
 DL9754;SPC MN S     -   294,064.7     801,579.4     MT  (+/- 3 meters HH1 GPS) 
 DL9754
 DL9754_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK2241655264(NAD 83)
 DL9754
 DL9754                          SUPERSEDED SURVEY CONTROL
 DL9754
 DL9754.No superseded survey control is available for this station.
 DL9754
 DL9754_MARKER: DB = BENCH MARK DISK
 DL9754_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 DL9754_STAMPING: 1001 C 1964
 DL9754_MARK LOGO: MNHD
 DL9754_PROJECTION: FLUSH
 DL9754_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DL9754_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DL9754_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DL9754+SATELLITE: SATELLITE OBSERVATIONS - April 11, 2016
 DL9754
 DL9754  HISTORY     - Date     Condition        Report By
 DL9754  HISTORY     - 1964     MONUMENTED       MNHD
 DL9754  HISTORY     - 20031217 GOOD             MNDT
 DL9754  HISTORY     - 20150414 GOOD             MNDT
 DL9754  HISTORY     - 20160411 GOOD             MNDT
 DL9754
 DL9754                          STATION DESCRIPTION
 DL9754
 DL9754'DESCRIBED BY MN DEPT OF TRANSP 2003 (WAS)
 DL9754'THE STATION IS LOCATED ABOUT 3.5 MI (5.6 KM) EAST-SOUTHEAST OF PLATO,
 DL9754'3.0 MI (4.8 KM) WEST-SOUTHWEST OF NORWOOD AND 1.1 MI (1.8 KM)
 DL9754'NORTHWEST OF HAMBURG.
 DL9754'
 DL9754'THE MARK IS 1 MI (1.6 KM) (1.6 KM) NORTHWEST OF HAMBURG, IN NORTHEAST
 DL9754'QUADRANT OF THE JUNCTION OF TRUNK HIGHWAY 5 AND EAST-WEST GRAVEL ROAD,
 DL9754'1 MI (1.6 KM) NORTH ALONG TRUNK HIGHWAY 5 FROM THE JUNCTION OF TRUNK
 DL9754'HIGHWAY 5 AND COUNTY ROAD 50, AT TRUNK HIGHWAY 5 MILE POINT 19.6, 67
 DL9754'FT (20.4 M) EAST OF TRUNK HIGHWAY 5, 44 FT (13.4 M) NORTH OF GRAVEL
 DL9754'ROAD, 17.1 FT (5.2 M) (5.2 M) NORTHWEST OF CABLE MARKER POST, 2.7 FT
 DL9754'(0.8 M) SOUTH OF A WITNESS POST.
 DL9754
 DL9754                          STATION RECOVERY (2015)
 DL9754
 DL9754'RECOVERY NOTE BY MN DEPT OF TRANSP 2015 (KMS)
 DL9754'RECOVERED AS DESCRIBED.
 DL9754
 DL9754                          STATION RECOVERY (2016)
 DL9754
 DL9754'RECOVERY NOTE BY MN DEPT OF TRANSP 2016 (MAS)
 DL9754'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DL9755 ***********************************************************************
 DL9755  DESIGNATION -  1001 D
 DL9755  PID         -  DL9755
 DL9755  STATE/COUNTY-  MN/CARVER
 DL9755  COUNTRY     -  US
 DL9755  USGS QUAD   -  NORWOOD (2019)
 DL9755
 DL9755                         *CURRENT SURVEY CONTROL
 DL9755  ______________________________________________________________________
 DL9755* NAD 83(2011) POSITION- 44 45 36.67511(N) 093 58 47.36962(W)   ADJUSTED
 DL9755* NAD 83(2011) ELLIP HT-   277.620 (meters)        (04/09/20)   ADJUSTED
 DL9755* NAD 83(2011) EPOCH   -  2010.00
 DL9755* NAVD 88 ORTHO HEIGHT -   305.133 (meters)     1001.09  (feet) ADJUSTED
 DL9755  ______________________________________________________________________
 DL9755  GEOID HEIGHT    -        -27.527 (meters)                     GEOID18
 DL9755  NAD 83(2011) X  -   -314,863.173 (meters)                     COMP
 DL9755  NAD 83(2011) Y  - -4,525,653.306 (meters)                     COMP
 DL9755  NAD 83(2011) Z  -  4,468,659.956 (meters)                     COMP
 DL9755  LAPLACE CORR    -          2.24  (seconds)                    DEFLEC18
 DL9755  DYNAMIC HEIGHT  -        305.104 (meters)     1001.00  (feet) COMP
 DL9755  MODELED GRAVITY -    980,512.9   (mgal)                       NAVD 88
 DL9755
 DL9755  VERT ORDER      -  SECOND    CLASS I
 DL9755
 DL9755  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DL9755  Standards:
 DL9755         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DL9755            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DL9755  -------------------------------------------------------------------
 DL9755  NETWORK    0.76   1.37           0.35   0.26   0.70      0.10737534
 DL9755  -------------------------------------------------------------------
 DL9755  Click here for local accuracies and other accuracy information.
 DL9755
 DL9755.The horizontal coordinates were established by GPS observations
 DL9755.and adjusted by the MN DEPT OF TRANSP in April 2020.
 DL9755
 DL9755.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DL9755.been affixed to the stable North American tectonic plate. See 
 DL9755.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DL9755
 DL9755.The horizontal coordinates are valid at the epoch date displayed above
 DL9755.which is a decimal equivalence of Year/Month/Day.
 DL9755
 DL9755.The orthometric height was determined by differential leveling and
 DL9755.adjusted by the NATIONAL GEODETIC SURVEY
 DL9755.in June 2017.
 DL9755
 DL9755.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL9755.GEOID18 height accuracy estimate available here.
 DL9755
 DL9755.Click photographs - Photos may exist for this station.
 DL9755
 DL9755.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DL9755
 DL9755.The Laplace correction was computed from DEFLEC18 derived deflections.
 DL9755
 DL9755.The ellipsoidal height was determined by GPS observations
 DL9755.and is referenced to NAD 83.
 DL9755
 DL9755.The dynamic height is computed by dividing the NAVD 88
 DL9755.geopotential number by the normal gravity value computed on the
 DL9755.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL9755.degrees latitude (g = 980.6199 gals.).
 DL9755
 DL9755.The modeled gravity was interpolated from observed gravity values.
 DL9755
 DL9755. The following values were computed from the NAD 83(2011) position.
 DL9755
 DL9755;                    North         East     Units Scale Factor Converg.
 DL9755;SPC MN S     -   295,578.225   801,597.257   MT  0.99993221   +0 00 50.9
 DL9755;SPC MN S     -   969,742.89  2,629,907.00   sFT  0.99993221   +0 00 50.9
 DL9755;UTM  15      - 4,956,777.754   422,453.313   MT  0.99967395   -0 41 23.9
 DL9755
 DL9755!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DL9755!SPC MN S     -   0.99995647  x   0.99993221  =   0.99988869
 DL9755!UTM  15      -   0.99995647  x   0.99967395  =   0.99963044
 DL9755
 DL9755_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK2245356777(NAD 83)
 DL9755
 DL9755                          SUPERSEDED SURVEY CONTROL
 DL9755
 DL9755  NAVD 88 (09/23/10)  305.131  (m)         1001.08   (f) SUPERSEDED  2 1
 DL9755
 DL9755.Superseded values are not recommended for survey control.
 DL9755
 DL9755.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL9755.See file dsdata.pdf to determine how the superseded data were derived.
 DL9755
 DL9755_MARKER: DB = BENCH MARK DISK
 DL9755_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 DL9755_STAMPING: 1001 D 19 1000.794
 DL9755_MARK LOGO: MNHD
 DL9755_PROJECTION: PROJECTING 3 CENTIMETERS
 DL9755_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DL9755_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DL9755_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL9755+SATELLITE: SATELLITE OBSERVATIONS - March 12, 2020
 DL9755
 DL9755  HISTORY     - Date     Condition        Report By
 DL9755  HISTORY     - 1964     MONUMENTED       MNHD
 DL9755  HISTORY     - 20031118 GOOD             MNDT
 DL9755  HISTORY     - 20150414 GOOD             MNDT
 DL9755  HISTORY     - 20200312 GOOD             MNDT
 DL9755
 DL9755                          STATION DESCRIPTION
 DL9755
 DL9755'DESCRIBED BY MN DEPT OF TRANSP 2003 (MPP)
 DL9755'THE STATION IS LOCATED ABOUT 3.1 MI (5.0 KM) EAST-SOUTHEAST OF PLATO,
 DL9755'2.6 MI (4.2 KM) WEST-SOUTHWEST OF NORWOOD AND 2.0 MI (3.2 KM)
 DL9755'NORTH-NORTHWEST OF HAMBURG.
 DL9755'
 DL9755'THE MARK IS 2.0 MI (3.2 KM) (3.2 KM) NORTH-NORTHWEST OF HAMBURG, 2.0
 DL9755'MI (3.2 KM) NORTH ALONG TRUNK HIGHWAY 5 FROM THE JUNCTION OF TRUNK
 DL9755'HIGHWAY 5 AND COUNTY ROAD 50 AT HAMBURG, AT TRUNK HIGHWAY 5 MILE POINT
 DL9755'20.50, 75 FT (22.9 M) RIGHT OF TRUNK HIGHWAY 5 AT STATION 1078+00,
 DL9755'33.6 FT (10.2 M) SOUTH OF POWER POLE, 1.4 FT (0.4 M) WEST OF A WITNESS
 DL9755'POST.
 DL9755
 DL9755                          STATION RECOVERY (2015)
 DL9755
 DL9755'RECOVERY NOTE BY MN DEPT OF TRANSP 2015 (KMS)
 DL9755'RECOVERED AS DESCRIBED.
 DL9755
 DL9755                          STATION RECOVERY (2020)
 DL9755
 DL9755'RECOVERY NOTE BY MN DEPT OF TRANSP 2020 (BXG)
 DL9755'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 PP2001 ***********************************************************************
 PP2001  DESIGNATION -  1002 AC
 PP2001  PID         -  PP2001
 PP2001  STATE/COUNTY-  MN/CARVER
 PP2001  COUNTRY     -  US
 PP2001  USGS QUAD   -  NORWOOD (2019)
 PP2001
 PP2001                         *CURRENT SURVEY CONTROL
 PP2001  ______________________________________________________________________
 PP2001* NAD 83(2011) POSITION- 44 48 21.64427(N) 093 52 45.78905(W)   ADJUSTED
 PP2001* NAD 83(2011) ELLIP HT-   271.443 (meters)        (06/27/12)   ADJUSTED
 PP2001* NAD 83(2011) EPOCH   -  2010.00
 PP2001* NAVD 88 ORTHO HEIGHT -   298.796 (meters)      980.30  (feet) ADJUSTED
 PP2001  ______________________________________________________________________
 PP2001  GEOID HEIGHT    -        -27.365 (meters)                     GEOID18
 PP2001  NAD 83(2011) X  -   -306,686.254 (meters)                     COMP
 PP2001  NAD 83(2011) Y  - -4,522,614.787 (meters)                     COMP
 PP2001  NAD 83(2011) Z  -  4,472,270.233 (meters)                     COMP
 PP2001  LAPLACE CORR    -          5.05  (seconds)                    DEFLEC18
 PP2001  DYNAMIC HEIGHT  -        298.772 (meters)      980.22  (feet) COMP
 PP2001  MODELED GRAVITY -    980,528.1   (mgal)                       NAVD 88
 PP2001
 PP2001  VERT ORDER      -  SECOND    CLASS I
 PP2001
 PP2001  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 PP2001  Standards:
 PP2001         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 PP2001            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 PP2001  -------------------------------------------------------------------
 PP2001  NETWORK    0.37   0.69           0.17   0.12   0.35      0.01508146
 PP2001  -------------------------------------------------------------------
 PP2001  Click here for local accuracies and other accuracy information.
 PP2001
 PP2001.The horizontal coordinates were established by GPS observations
 PP2001.and adjusted by the National Geodetic Survey in June 2012.
 PP2001
 PP2001.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 PP2001.been affixed to the stable North American tectonic plate. See 
 PP2001.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 PP2001
 PP2001.The horizontal coordinates are valid at the epoch date displayed above
 PP2001.which is a decimal equivalence of Year/Month/Day.
 PP2001
 PP2001.The orthometric height was determined by differential leveling and
 PP2001.adjusted by the NATIONAL GEODETIC SURVEY
 PP2001.in May 2020.
 PP2001
 PP2001.Significant digits in the geoid height do not necessarily reflect accuracy.
 PP2001.GEOID18 height accuracy estimate available here.
 PP2001
 PP2001.Click photographs - Photos may exist for this station.
 PP2001
 PP2001.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 PP2001
 PP2001.The Laplace correction was computed from DEFLEC18 derived deflections.
 PP2001
 PP2001.The ellipsoidal height was determined by GPS observations
 PP2001.and is referenced to NAD 83.
 PP2001
 PP2001.The dynamic height is computed by dividing the NAVD 88
 PP2001.geopotential number by the normal gravity value computed on the
 PP2001.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP2001.degrees latitude (g = 980.6199 gals.).
 PP2001
 PP2001.The modeled gravity was interpolated from observed gravity values.
 PP2001
 PP2001. The following values were computed from the NAD 83(2011) position.
 PP2001
 PP2001;                    North         East     Units Scale Factor Converg.
 PP2001;SPC MN S     -   300,677.125   809,541.467   MT  0.99993614   +0 05 04.4
 PP2001;SPC MN S     -   986,471.53  2,655,970.63   sFT  0.99993614   +0 05 04.4
 PP2001;UTM  15      - 4,961,777.294   430,457.448   MT  0.99965947   -0 37 11.0
 PP2001
 PP2001!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PP2001!SPC MN S     -   0.99995744  x   0.99993614  =   0.99989358
 PP2001!UTM  15      -   0.99995744  x   0.99965947  =   0.99961693
 PP2001
 PP2001_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK3045761777(NAD 83)
 PP2001
 PP2001                          SUPERSEDED SURVEY CONTROL
 PP2001
 PP2001  NAD 83(2007)-  44 48 21.64435(N)    093 52 45.78978(W) AD(2002.00) 1
 PP2001  ELLIP H (03/13/09)  271.489  (m)                       GP(2002.00) 3 1
 PP2001  NAD 83(1996)-  44 48 21.64384(N)    093 52 45.78916(W) AD(       ) 1
 PP2001  ELLIP H (01/10/08)  271.547  (m)                       GP(       ) 3 1
 PP2001  NAVD 88 (08/01/13)  298.811  (m)          980.35   (f) SUPERSEDED  2 1
 PP2001  NAVD 88             298.81   (m)          980.3    (f) LEVELING    3  
 PP2001  NAVD 88 (06/15/91)  298.814  (m)          980.36   (f) SUPERSEDED  2 0
 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
 PP2001.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PP2001.See file dsdata.pdf to determine how the superseded data were derived.
 PP2001
 PP2001_MARKER: DB = BENCH MARK DISK
 PP2001_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 PP2001_STAMPING: 1002 AC 1972
 PP2001_MARK LOGO: MNHD
 PP2001_PROJECTION: FLUSH
 PP2001_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 PP2001_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PP2001_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PP2001+SATELLITE: SATELLITE OBSERVATIONS - November 09, 2022
 PP2001
 PP2001  HISTORY     - Date     Condition        Report By
 PP2001  HISTORY     - 19720401 MONUMENTED       MNHD
 PP2001  HISTORY     - 1987     GOOD             USPSQD
 PP2001  HISTORY     - 20060717 GOOD             MNDT
 PP2001  HISTORY     - 20080527 GOOD             MNDT
 PP2001  HISTORY     - 20110818 GOOD             MNDT
 PP2001  HISTORY     - 20200407 GOOD             MNDT
 PP2001  HISTORY     - 20201013 GOOD             MNDT
 PP2001  HISTORY     - 20221109 GOOD             MNDT
 PP2001
 PP2001                          STATION DESCRIPTION
 PP2001
 PP2001'DESCRIBED BY MN HIGHWAY DEPT 1972
 PP2001'2.4 MI NE FROM YOUNG AMERICA.
 PP2001'MARK IS LOCATED 1.85 MILES NORTHEAST ALONG TH 25 FROM THE JUNCTION OF
 PP2001'TH 25 AND COUNTY ROAD 34 IN YOUNG AMERICA, THENCE, 0.7 MILES EAST
 PP2001'ALONG TH 5, 105 FEET EAST OF THE CENTERLINE OF A TOWNSHIP ROAD, 80
 PP2001'FEET NORTH OF THE CENTERLINE OF TH 5 AT MILE POINT 27.1 (STATION
 PP2001'52+30), 7 FEET SOUTHWEST OF A POWERPOLE, 1 FOOT SOUTH OF A STEEL
 PP2001'WITNESS POST, IN A 6 FOOT PRECAST CONCRETE MONUMENT SET FLUSH WITH THE
 PP2001'GROUND.  SE 1/4 SECTION 31, T 116, R 25.  NOTE-- THIS MARK IS ALSO 5.3
 PP2001'MILES SOUTHWEST ALONG TH 5 FROM THE JUNCTION OF TH 5 AND TH 284 IN
 PP2001'WACONIA.
 PP2001
 PP2001                          STATION RECOVERY (1987)
 PP2001
 PP2001'RECOVERY NOTE BY US POWER SQUADRON 1987 (WHC)
 PP2001'RECOVERED IN GOOD CONDITION.
 PP2001
 PP2001                          STATION RECOVERY (2006)
 PP2001
 PP2001'RECOVERY NOTE BY MN DEPT OF TRANSP 2006 (KMS)
 PP2001'2.4 MILES NORTHEAST OF YOUNG AMERICA, 0.7 MILES EAST OF JUNCTION OF
 PP2001'TRUNK HIGHWAY 5 AND TRUNK HIGHWAY 25, AT TRUNK HIGHWAY 5 MILEPOINT
 PP2001'26.9, 80 FEET NORTH OF TRUNK HIGHWAY 5, 105 FEET EAST OF ROME AVENUE,
 PP2001'7 FEET SOUTHWEST OF POWER POLE, 1.0 FEET SOUTH OF WITNESS POST.
 PP2001
 PP2001                          STATION RECOVERY (2008)
 PP2001
 PP2001'RECOVERY NOTE BY MN DEPT OF TRANSP 2008 (JBG)
 PP2001'THE MARK WAS RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.
 PP2001'THE MARK IS 2.4 MILES NORTHEAST OF NORWOOD YOUNG AMERICA, 3.24 MILES
 PP2001'NORTHEAST ON TRUNK HIGHWAY 5 FROM JUNCTION OF TRUNK HIGHWAY 5 AND
 PP2001'COUNTY ROAD 33 IN NORWOOD YOUNG AMERICA, AT TRUNK HIGHWAY 5 MILEPOINT
 PP2001'26.9, 0.7 MILE EAST OF JUNCTION TRUNK HIGHWAY 5 AND TRUNK HIGHWAY 25,
 PP2001'80 FEET NORTH OF TRUNK HIGHWAY 5, 77.7 FEET EAST OF ROME AVENUE, 7.0
 PP2001'FEET SOUTHWEST OF POWER POLE NUMBER 37, 4.8 FEET NORTHWEST OF CABLE
 PP2001'PEDESTAL NUMBER 72208, 1.0 FOOT SOUTH OF WITNESS POST.
 PP2001
 PP2001                          STATION RECOVERY (2011)
 PP2001
 PP2001'RECOVERY NOTE BY MN DEPT OF TRANSP 2011 (AKJ)
 PP2001'RECOVERED IN GOOD CONDITION.
 PP2001
 PP2001                          STATION RECOVERY (2020)
 PP2001
 PP2001'RECOVERY NOTE BY MN DEPT OF TRANSP 2020 (TJD)
 PP2001'2.4 MI (3.9 KM) NORTHEAST OF NORWOOD YOUNG AMERICA, 3.24 MI (5.21 KM)
 PP2001'NORTHEAST ALONG TRUNK HIGHWAY 5 FROM THE JUNCTION OF TRUNK HIGHWAY 5
 PP2001'AND COUNTY ROAD 33 IN NORWOOD YOUNG AMERICA, AT TRUNK HIGHWAY 5 MILE
 PP2001'POINT 26.9, 0.7 MI (1.1 KM) EAST OF THE JUNCTION OF TRUNK HIGHWAY 5
 PP2001'AND TRUNK HIGHWAY 25, 80.0 FT (24.4 M) NORTHWEST OF TRUNK HIGHWAY 5,
 PP2001'77.7 FT (23.7 M) EAST OF ROME AVENUE, 7.0 FT (2.1 M) SOUTHWEST OF
 PP2001'POWER-POLE NUMBER 37, 4.8 FT (1.5 M) NORTHWEST OF CABLE PEDESTAL
 PP2001'NUMBER 72208, 1.0 FT (0.3 M) SOUTH OF A WITNESS POST.
 PP2001
 PP2001                          STATION RECOVERY (2020)
 PP2001
 PP2001'RECOVERY NOTE BY MN DEPT OF TRANSP 2020 (KMS)
 PP2001'RECOVERED IN GOOD CONDITION.
 PP2001
 PP2001                          STATION RECOVERY (2022)
 PP2001
 PP2001'RECOVERY NOTE BY MN DEPT OF TRANSP 2022 (JXH)
 PP2001'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 PP2004 ***********************************************************************
 PP2004  DESIGNATION -  1002 AD
 PP2004  PID         -  PP2004
 PP2004  STATE/COUNTY-  MN/CARVER
 PP2004  COUNTRY     -  US
 PP2004  USGS QUAD   -  WACONIA (2019)
 PP2004
 PP2004                         *CURRENT SURVEY CONTROL
 PP2004  ______________________________________________________________________
 PP2004* NAD 83(2011) POSITION- 44 48 56.07893(N) 093 51 19.51757(W)   ADJUSTED
 PP2004* NAD 83(2011) ELLIP HT-   275.179 (meters)        (06/27/12)   ADJUSTED
 PP2004* NAD 83(2011) EPOCH   -  2010.00
 PP2004* NAVD 88 ORTHO HEIGHT -   302.482 (meters)      992.39  (feet) ADJUSTED
 PP2004  ______________________________________________________________________
 PP2004  GEOID HEIGHT    -        -27.314 (meters)                     GEOID18
 PP2004  NAD 83(2011) X  -   -304,744.421 (meters)                     COMP
 PP2004  NAD 83(2011) Y  - -4,521,997.832 (meters)                     COMP
 PP2004  NAD 83(2011) Z  -  4,473,027.003 (meters)                     COMP
 PP2004  LAPLACE CORR    -          5.69  (seconds)                    DEFLEC18
 PP2004  DYNAMIC HEIGHT  -        302.460 (meters)      992.32  (feet) COMP
 PP2004  MODELED GRAVITY -    980,534.2   (mgal)                       NAVD 88
 PP2004
 PP2004  VERT ORDER      -  SECOND    CLASS I
 PP2004
 PP2004  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 PP2004  Standards:
 PP2004         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 PP2004            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 PP2004  -------------------------------------------------------------------
 PP2004  NETWORK    0.53   0.76           0.25   0.17   0.39      0.02694278
 PP2004  -------------------------------------------------------------------
 PP2004  Click here for local accuracies and other accuracy information.
 PP2004
 PP2004.The horizontal coordinates were established by GPS observations
 PP2004.and adjusted by the National Geodetic Survey in June 2012.
 PP2004
 PP2004.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 PP2004.been affixed to the stable North American tectonic plate. See 
 PP2004.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 PP2004
 PP2004.The horizontal coordinates are valid at the epoch date displayed above
 PP2004.which is a decimal equivalence of Year/Month/Day.
 PP2004
 PP2004.The orthometric height was determined by differential leveling and
 PP2004.adjusted by the NATIONAL GEODETIC SURVEY
 PP2004.in May 2020.
 PP2004
 PP2004.Significant digits in the geoid height do not necessarily reflect accuracy.
 PP2004.GEOID18 height accuracy estimate available here.
 PP2004
 PP2004.Click photographs - Photos may exist for this station.
 PP2004
 PP2004.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 PP2004
 PP2004.The Laplace correction was computed from DEFLEC18 derived deflections.
 PP2004
 PP2004.The ellipsoidal height was determined by GPS observations
 PP2004.and is referenced to NAD 83.
 PP2004
 PP2004.The dynamic height is computed by dividing the NAVD 88
 PP2004.geopotential number by the normal gravity value computed on the
 PP2004.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP2004.degrees latitude (g = 980.6199 gals.).
 PP2004
 PP2004.The modeled gravity was interpolated from observed gravity values.
 PP2004
 PP2004. The following values were computed from the NAD 83(2011) position.
 PP2004
 PP2004;                    North         East     Units Scale Factor Converg.
 PP2004;SPC MN S     -   301,743.092   811,435.337   MT  0.99993704   +0 06 04.8
 PP2004;SPC MN S     -   989,968.79  2,662,184.10   sFT  0.99993704   +0 06 04.8
 PP2004;UTM  15      - 4,962,819.610   432,363.747   MT  0.99965625   -0 36 10.6
 PP2004
 PP2004!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PP2004!SPC MN S     -   0.99995686  x   0.99993704  =   0.99989390
 PP2004!UTM  15      -   0.99995686  x   0.99965625  =   0.99961312
 PP2004
 PP2004_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK3236362819(NAD 83)
 PP2004
 PP2004                          SUPERSEDED SURVEY CONTROL
 PP2004
 PP2004  NAD 83(2007)-  44 48 56.07910(N)    093 51 19.51831(W) AD(2002.00) 1
 PP2004  ELLIP H (02/25/11)  275.219  (m)                       GP(2002.00) 2 1
 PP2004  NAD 83(1996)-  44 48 56.07746(N)    093 51 19.51717(W) AD(       ) 3
 PP2004  NAD 83(1986)-  44 48 56.07155(N)    093 51 19.51261(W) AD(       ) 3
 PP2004  NAD 27      -  44 48 56.20951(N)    093 51 18.63377(W) AD(       ) 3
 PP2004  NAVD 88 (08/01/13)  302.497  (m)          992.44   (f) SUPERSEDED  2 1
 PP2004  NAVD 88             302.50   (m)          992.5    (f) LEVELING    3  
 PP2004  NAVD 88 (06/15/91)  302.503  (m)          992.46   (f) SUPERSEDED  2 0
 PP2004  NGVD 29 (??/??/92)  302.426  (m)          992.21   (f) ADJ UNCH    2 0
 PP2004  NGVD 29             302.43   (m)          992.2    (f) LEVELING    3  
 PP2004
 PP2004.Superseded values are not recommended for survey control.
 PP2004
 PP2004.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PP2004.See file dsdata.pdf to determine how the superseded data were derived.
 PP2004
 PP2004_MARKER: DB = BENCH MARK DISK
 PP2004_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 PP2004_STAMPING: 1002 AD 1972
 PP2004_MARK LOGO: MNHD
 PP2004_PROJECTION: FLUSH
 PP2004_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 PP2004_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PP2004_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PP2004+SATELLITE: SATELLITE OBSERVATIONS - October 13, 2020
 PP2004
 PP2004  HISTORY     - Date     Condition        Report By
 PP2004  HISTORY     - 19720401 MONUMENTED       MNHD
 PP2004  HISTORY     - 1987     GOOD             USPSQD
 PP2004  HISTORY     - 20080528 GOOD             MNDT
 PP2004  HISTORY     - 20110818 GOOD             MNDT
 PP2004  HISTORY     - 20131219 GOOD             MNDT
 PP2004  HISTORY     - 20150701 GOOD             MNDT
 PP2004  HISTORY     - 20200407 GOOD             MNDT
 PP2004  HISTORY     - 20201013 GOOD             MNDT
 PP2004
 PP2004                          STATION DESCRIPTION
 PP2004
 PP2004'DESCRIBED BY MN HIGHWAY DEPT 1972
 PP2004'3.8 MI SW FROM WACONIA.
 PP2004'MARK IS LOCATED 3.8 MILES SOUTHWEST ALONG TH 5 FROM THE JUNCTION OF TH
 PP2004'5 AND TH 284 IN WACONIA, 2 MILES NORTHEAST OF TH 25 (NORTH), 80 FEET
 PP2004'SOUTHEAST OF THE CENTERLINE OF TH 5 AT MILE POINT 28.3, 52 FEET WEST
 PP2004'OF A TELEGRAPH POLE, 45 FEET NORTH OF THE CHICAGO-NORTHWESTERN
 PP2004'RAILROAD CENTER, 1 FOOT NORTH OF A STEEL WITNESS POST, IN A 6 FOOT
 PP2004'PRECAST CONCRETE MONUMENT SET FLUSH WITH THE GROUND.  NE 1/4 SECTION
 PP2004'32, T 116, R 25.
 PP2004
 PP2004                          STATION RECOVERY (1987)
 PP2004
 PP2004'RECOVERY NOTE BY US POWER SQUADRON 1987 (WWD)
 PP2004'RECOVERED IN GOOD CONDITION.
 PP2004
 PP2004                          STATION RECOVERY (2008)
 PP2004
 PP2004'RECOVERY NOTE BY MN DEPT OF TRANSP 2008 (JBG)
 PP2004'THE MARK WAS RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.
 PP2004'THE MARK IS 4.0 MILES SOUTHWEST OF WACONIA, 3.83 MILES SOUTHWEST ALONG
 PP2004'TRUNK HIGHWAY 5 FROM JUNCTION OF TRUNK HIGHWAY 5 AND COUNTY ROAD 10 IN
 PP2004'WACONIA, AT TRUNK HIGHWAY 5 MILEPOINT 28.3, 3.0 MILES WEST OF COUNTY
 PP2004'ROAD 51, 0.5 MILE EAST OF 106TH AVENUE, 118 FEET NORTHWEST OF POWER
 PP2004'POLE NUMBER 491 ON SOUTH SIDE OF TRUNK HIGHWAY 5, 80.5 FEET SOUTHEAST
 PP2004'OF TRUNK HIGHWAY 5, 1.0 FOOT NORTH OF WITNESS POST.
 PP2004
 PP2004                          STATION RECOVERY (2011)
 PP2004
 PP2004'RECOVERY NOTE BY MN DEPT OF TRANSP 2011 (AKJ)
 PP2004'RECOVERED IN GOOD CONDITION.
 PP2004
 PP2004                          STATION RECOVERY (2013)
 PP2004
 PP2004'RECOVERY NOTE BY MN DEPT OF TRANSP 2013 (KXS)
 PP2004'4.0 MILES SOUTHWEST OF WACONIA, 3.83 MILES SOUTHWEST ALONG TRUNK
 PP2004'HIGHWAY 5 FROM JUNCTION OF TRUNK HIGHWAY 5 AND COUNTY ROAD 10 IN
 PP2004'WACONIA, AT TRUNK HIGHWAY 5 MILE POINT 28.3, 3.0 MILES WEST OF COUNTY
 PP2004'ROAD 51, 0.5 MILE EAST OF 106TH AVENUE, 118 FEET NORTHWEST OF
 PP2004'POWER-POLE NUMBER 491 ON SOUTH SIDE OF TRUNK HIGHWAY 5, 80.5 FEET
 PP2004'SOUTHEAST OF TRUNK HIGHWAY 5, 1.0 FOOT NORTH OF WITNESS POST.
 PP2004
 PP2004                          STATION RECOVERY (2015)
 PP2004
 PP2004'RECOVERY NOTE BY MN DEPT OF TRANSP 2015 (LLS)
 PP2004'RECOVERED AS DESCRIBED.
 PP2004
 PP2004                          STATION RECOVERY (2020)
 PP2004
 PP2004'RECOVERY NOTE BY MN DEPT OF TRANSP 2020 (TJD)
 PP2004'RECOVERED IN GOOD CONDITION.
 PP2004
 PP2004                          STATION RECOVERY (2020)
 PP2004
 PP2004'RECOVERY NOTE BY MN DEPT OF TRANSP 2020 (KMS)
 PP2004'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 PP2006 ***********************************************************************
 PP2006  DESIGNATION -  1002 AE
 PP2006  PID         -  PP2006
 PP2006  STATE/COUNTY-  MN/CARVER
 PP2006  COUNTRY     -  US
 PP2006  USGS QUAD   -  WACONIA (2019)
 PP2006
 PP2006                         *CURRENT SURVEY CONTROL
 PP2006  ______________________________________________________________________
 PP2006* NAD 83(2011) POSITION- 44 49 26.87002(N) 093 50 10.26751(W)   ADJUSTED
 PP2006* NAD 83(2011) ELLIP HT-   271.744 (meters)        (02/26/14)   ADJUSTED
 PP2006* NAD 83(2011) EPOCH   -  2010.00
 PP2006* NAVD 88 ORTHO HEIGHT -   299.003 (meters)      980.98  (feet) ADJUSTED
 PP2006  ______________________________________________________________________
 PP2006  GEOID HEIGHT    -        -27.270 (meters)                     GEOID18
 PP2006  NAD 83(2011) X  -   -303,181.228 (meters)                     COMP
 PP2006  NAD 83(2011) Y  - -4,521,428.951 (meters)                     COMP
 PP2006  NAD 83(2011) Z  -  4,473,698.817 (meters)                     COMP
 PP2006  LAPLACE CORR    -          5.93  (seconds)                    DEFLEC18
 PP2006  DYNAMIC HEIGHT  -        298.982 (meters)      980.91  (feet) COMP
 PP2006  MODELED GRAVITY -    980,539.1   (mgal)                       NAVD 88
 PP2006
 PP2006  VERT ORDER      -  SECOND    CLASS I
 PP2006
 PP2006  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 PP2006  Standards:
 PP2006         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 PP2006            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 PP2006  -------------------------------------------------------------------
 PP2006  NETWORK    0.61   0.73           0.28   0.21   0.37      0.08923825
 PP2006  -------------------------------------------------------------------
 PP2006  Click here for local accuracies and other accuracy information.
 PP2006
 PP2006.The horizontal coordinates were established by GPS observations
 PP2006.and adjusted by the MN DEPT OF TRANSP in February 2014.
 PP2006
 PP2006.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 PP2006.been affixed to the stable North American tectonic plate. See 
 PP2006.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 PP2006
 PP2006.The horizontal coordinates are valid at the epoch date displayed above
 PP2006.which is a decimal equivalence of Year/Month/Day.
 PP2006
 PP2006.The orthometric height was determined by differential leveling and
 PP2006.adjusted by the NATIONAL GEODETIC SURVEY
 PP2006.in May 2020.
 PP2006
 PP2006.Significant digits in the geoid height do not necessarily reflect accuracy.
 PP2006.GEOID18 height accuracy estimate available here.
 PP2006
 PP2006.Click photographs - Photos may exist for this station.
 PP2006
 PP2006.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 PP2006
 PP2006.The Laplace correction was computed from DEFLEC18 derived deflections.
 PP2006
 PP2006.The ellipsoidal height was determined by GPS observations
 PP2006.and is referenced to NAD 83.
 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. The following values were computed from the NAD 83(2011) position.
 PP2006
 PP2006;                    North         East     Units Scale Factor Converg.
 PP2006;SPC MN S     -   302,696.389   812,954.900   MT  0.99993787   +0 06 53.4
 PP2006;SPC MN S     -   993,096.40  2,667,169.53   sFT  0.99993787   +0 06 53.4
 PP2006;UTM  15      - 4,963,753.893   433,894.479   MT  0.99965374   -0 35 22.1
 PP2006
 PP2006!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PP2006!SPC MN S     -   0.99995740  x   0.99993787  =   0.99989527
 PP2006!UTM  15      -   0.99995740  x   0.99965374  =   0.99961115
 PP2006
 PP2006:                Primary Azimuth Mark                     Grid Az
 PP2006:SPC MN S     -  1002 G                                   061 53 33.1
 PP2006:UTM  15      -  1002 G                                   062 35 48.6
 PP2006
 PP2006_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK3389463753(NAD 83)
 PP2006
 PP2006|---------------------------------------------------------------------|
 PP2006| PID    Reference Object                     Distance      Geod. Az  |
 PP2006|                                                           dddmmss.s |
 PP2006| PP2007 1002 G                              APPROX. 1.1 KM 0620026.5 |
 PP2006|---------------------------------------------------------------------|
 PP2006
 PP2006                          SUPERSEDED SURVEY CONTROL
 PP2006
 PP2006  NAVD 88 (08/01/13)  299.017  (m)          981.02   (f) SUPERSEDED  2 1
 PP2006  NAVD 88 (06/15/91)  299.025  (m)          981.05   (f) SUPERSEDED  2 0
 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
 PP2006.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PP2006.See file dsdata.pdf to determine how the superseded data were derived.
 PP2006
 PP2006_MARKER: DB = BENCH MARK DISK
 PP2006_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 PP2006_STAMPING: 1002 AE 1972
 PP2006_MARK LOGO: MNHD
 PP2006_PROJECTION: FLUSH
 PP2006_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 PP2006_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PP2006_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PP2006+SATELLITE: SATELLITE OBSERVATIONS - July 01, 2015
 PP2006
 PP2006  HISTORY     - Date     Condition        Report By
 PP2006  HISTORY     - 19720401 MONUMENTED       MNHD
 PP2006  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 PP2006  HISTORY     - 20110818 GOOD             MNDT
 PP2006  HISTORY     - 20131223 GOOD             MNDT
 PP2006  HISTORY     - 20150701 GOOD             MNDT
 PP2006
 PP2006                          STATION DESCRIPTION
 PP2006
 PP2006'DESCRIBED BY MN HIGHWAY DEPT 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.
 PP2006
 PP2006                          STATION RECOVERY (2011)
 PP2006
 PP2006'RECOVERY NOTE BY MN DEPT OF TRANSP 2011 (AKJ)
 PP2006'THE BENCH MARK DISK IS LOCATED ABOUT 5.9 MI (9.5 KM) NORTHEAST OF
 PP2006'NORWOOD, 4.9 MI (7.9 KM) SOUTH-SOUTHEAST OF MAYER AND 2.3 MI (3.7 KM)
 PP2006'SOUTHWEST OF WACONIA.
 PP2006'
 PP2006'2.33 MILES SOUTHWEST OF WACONIA, 2.9 MI (4.7 KM) SOUTHWEST ON TRUNK
 PP2006'HIGHWAY 5 FROM THE JUNCTION OF TRUNK HIGHWAY 5 AND TRUNK HIGHWAY 284
 PP2006'IN WACONIA, AT TRUNK HIGHWAY 5 MILE POINT 29.4, 0.5 MI (0.8 KM)
 PP2006'NORTHEAST OF COUNTY ROAD 51, 73 FT (22.3 M) NORTHWEST OF TRUNK HIGHWAY
 PP2006'5.
 PP2006'
 PP2006'THE BENCH MARK DISK IS FOUND 42.0 FT (12.8 M) WEST OF GRAVEL DRIVEWAY,
 PP2006'11 FT (3.4 M) SOUTH OF POWER POLE, 6.8 FT (2.1 M) WEST OF TELEPHONE
 PP2006'PEDESTAL NUMBER 7320 3 AND 1.0 FT (0.3 M) SOUTH OF A WITNESS POST.
 PP2006
 PP2006                          STATION RECOVERY (2013)
 PP2006
 PP2006'RECOVERY NOTE BY MN DEPT OF TRANSP 2013 (DXS)
 PP2006'2.33 MILES SOUTHWEST OF WACONIA, 2.9 MILES SOUTHWEST ON TRUNK HIGHWAY
 PP2006'5 FROM JUNCTION OF TRUNK HIGHWAY 5 AND TRUNK HIGHWAY 284 IN WACONIA,
 PP2006'AT TRUNK HIGHWAY 5 MILE POINT 29.4, 0.5 MILE NORTHEAST OF COUNTY ROAD
 PP2006'51, 73 FEET NORTHWEST OF TRUNK HIGHWAY 5, 42.0 FEET WEST OF GRAVEL
 PP2006'DRIVEWAY, 11 FEET SOUTH OF POWER POLE, 6.8 FEET WEST OF TELEPHONE
 PP2006'PEDESTAL NUMBER 7320 3, 1.0 FOOT SOUTH OF WITNESS POST.
 PP2006
 PP2006                          STATION RECOVERY (2015)
 PP2006
 PP2006'RECOVERY NOTE BY MN DEPT OF TRANSP 2015 (LLS)
 PP2006'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 PP2008 ***********************************************************************
 PP2008  DESIGNATION -  1002 AF
 PP2008  PID         -  PP2008
 PP2008  STATE/COUNTY-  MN/CARVER
 PP2008  COUNTRY     -  US
 PP2008  USGS QUAD   -  WACONIA (2019)
 PP2008
 PP2008                         *CURRENT SURVEY CONTROL
 PP2008  ______________________________________________________________________
 PP2008* NAD 83(1996) POSITION- 44 49 56.73248(N) 093 48 58.77074(W)   NO CHECK
 PP2008* NAVD 88 ORTHO HEIGHT -   295.403 (meters)      969.17  (feet) ADJUSTED
 PP2008  ______________________________________________________________________
 PP2008  GEOID HEIGHT    -        -27.227 (meters)                     GEOID18
 PP2008  LAPLACE CORR    -          6.07  (seconds)                    DEFLEC18
 PP2008  DYNAMIC HEIGHT  -        295.384 (meters)      969.11  (feet) COMP
 PP2008  MODELED GRAVITY -    980,544.5   (mgal)                       NAVD 88
 PP2008
 PP2008  HORZ ORDER      -  THIRD
 PP2008  VERT ORDER      -  SECOND    CLASS I
 PP2008
 PP2008.The horizontal coordinates were established by classical geodetic methods
 PP2008.and adjusted by the National Geodetic Survey in March 1999.
 PP2008
 PP2008.No horizontal observational check was made to the station.
 PP2008
 PP2008.The orthometric height was determined by differential leveling and
 PP2008.adjusted by the NATIONAL GEODETIC SURVEY
 PP2008.in May 2020.
 PP2008
 PP2008.Significant digits in the geoid height do not necessarily reflect accuracy.
 PP2008.GEOID18 height accuracy estimate available here.
 PP2008
 PP2008.Click photographs - Photos may exist for this station.
 PP2008
 PP2008.The Laplace correction was computed from DEFLEC18 derived deflections.
 PP2008
 PP2008.The dynamic height is computed by dividing the NAVD 88
 PP2008.geopotential number by the normal gravity value computed on the
 PP2008.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP2008.degrees latitude (g = 980.6199 gals.).
 PP2008
 PP2008.The modeled gravity was interpolated from observed gravity values.
 PP2008
 PP2008. The following values were computed from the NAD 83(1996) position.
 PP2008
 PP2008;                    North         East     Units Scale Factor Converg.
 PP2008;SPC MN S     -   303,621.493   814,523.425   MT  0.99993869   +0 07 43.5
 PP2008;SPC MN S     -   996,131.51  2,672,315.60   sFT  0.99993869   +0 07 43.5
 PP2008;UTM  15      - 4,964,659.388   435,473.806   MT  0.99965120   -0 34 32.0
 PP2008
 PP2008!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PP2008!SPC MN S     -   0.99995795  x   0.99993869  =   0.99989665
 PP2008!UTM  15      -   0.99995795  x   0.99965120  =   0.99960917
 PP2008
 PP2008_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK3547364659(NAD 83)
 PP2008
 PP2008                          SUPERSEDED SURVEY CONTROL
 PP2008
 PP2008  NAD 83(1986)-  44 49 56.72656(N)    093 48 58.76617(W) AD(       ) 3
 PP2008  NAD 27      -  44 49 56.86362(N)    093 48 57.89191(W) AD(       ) 3
 PP2008  NAVD 88 (08/01/13)  295.410  (m)          969.19   (f) SUPERSEDED  2 1
 PP2008  NAVD 88 (06/15/91)  295.415  (m)          969.21   (f) SUPERSEDED  2 0
 PP2008  NGVD 29 (??/??/92)  295.342  (m)          968.97   (f) ADJ UNCH    2 0
 PP2008  NGVD 29             295.34   (m)          969.0    (f) LEVELING    3  
 PP2008
 PP2008.Superseded values are not recommended for survey control.
 PP2008
 PP2008.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PP2008.See file dsdata.pdf to determine how the superseded data were derived.
 PP2008
 PP2008_MARKER: DV = VERTICAL CONTROL DISK
 PP2008_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 PP2008_STAMPING: 1002 AF
 PP2008_MARK LOGO: MNHD
 PP2008_PROJECTION: FLUSH
 PP2008_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 PP2008_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PP2008_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 PP2008+SATELLITE: SATELLITE OBSERVATIONS - July 01, 2015
 PP2008
 PP2008  HISTORY     - Date     Condition        Report By
 PP2008  HISTORY     - 1972     MONUMENTED       MNHD
 PP2008  HISTORY     - 1987     GOOD             USPSQD
 PP2008  HISTORY     - 1988     MARK NOT FOUND   MNDT
 PP2008  HISTORY     - 20150701 GOOD             MNDT
 PP2008
 PP2008                          STATION DESCRIPTION
 PP2008
 PP2008'DESCRIBED BY MN HIGHWAY DEPT 1972
 PP2008'MARK IS LOCATED 1.5 MILES ALONG TH 5 FROM THE JUNCTION OF TH 5 AND TH
 PP2008'284 IN WACONIA, 2 MILES NORTHEAST OF COUNTY ROAD 51, 65 FEET NORTHWEST
 PP2008'OF THE CENTERLINE OF TH 5 AT MILE POINT 30.6, 18 FEET WEST OF THE
 PP2008'CENTER OF A FIELD ENTRANCE, 1 FOOT SOUTH OF A STEEL WITNESS POST IN A
 PP2008'6 FOOT PRECAST CONCRETE MONUMENT PROJECTING 2 INCHES ABOVE GROUND. NE
 PP2008'1/4 SECTION 27, T116N, R25W.
 PP2008
 PP2008                          STATION RECOVERY (1987)
 PP2008
 PP2008'RECOVERY NOTE BY US POWER SQUADRON 1987 (WWD)
 PP2008'RECOVERED IN GOOD CONDITION.
 PP2008
 PP2008                          STATION RECOVERY (1988)
 PP2008
 PP2008'RECOVERY NOTE BY MN DEPT OF TRANSP 1988
 PP2008'MARK NOT FOUND.
 PP2008
 PP2008                          STATION RECOVERY (2015)
 PP2008
 PP2008'RECOVERY NOTE BY MN DEPT OF TRANSP 2015 (LLS)
 PP2008'2.0 MI (3.2 KM) SOUTHWEST OF WACONIA, 1.59 MI (2.56 KM) SOUTHWEST
 PP2008'ALONG TRUNK HIGHWAY 5 FROM THE JUNCTION OF TRUNK HIGHWAY 5 AND TRUNK
 PP2008'HIGHWAY 284 IN WACONIA, AT TRUNK HIGHWAY 5 MILE POINT 30.55, 1.6 MI
 PP2008'(2.6 KM) WEST OF THE JUNCTION OF TRUNK HIGHWAY 5 AND TRUNK HIGHWAY
 PP2008'284, 63.2 FT (19.3 M) NORTH OF TRUNK HIGHWAY 5, 28.6 FT (8.7 M) WEST
 PP2008'OF A FIELD ENTRANCE, 1.0 FT (0.3 M) SOUTH OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 PP2016 ***********************************************************************
 PP2016  DESIGNATION -  1002 AH
 PP2016  PID         -  PP2016
 PP2016  STATE/COUNTY-  MN/CARVER
 PP2016  COUNTRY     -  US
 PP2016  USGS QUAD   -  VICTORIA (2019)
 PP2016
 PP2016                         *CURRENT SURVEY CONTROL
 PP2016  ______________________________________________________________________
 PP2016* NAD 83(1986) POSITION- 44 51 31.75   (N) 093 44 47.58   (W)   HD_HELD1
 PP2016* NAVD 88 ORTHO HEIGHT -   297.512 (meters)      976.09  (feet) ADJUSTED
 PP2016  ______________________________________________________________________
 PP2016  GEOID HEIGHT    -        -27.079 (meters)                     GEOID18
 PP2016  DYNAMIC HEIGHT  -        297.499 (meters)      976.04  (feet) COMP
 PP2016  MODELED GRAVITY -    980,562.6   (mgal)                       NAVD 88
 PP2016
 PP2016  VERT ORDER      -  SECOND    CLASS I
 PP2016
 PP2016.The horizontal coordinates were determined by differentially corrected
 PP2016.hand held GPS observations or other comparable positioning techniques
 PP2016.and have an estimated accuracy of +/- 3 meters.
 PP2016
 PP2016.The orthometric height was determined by differential leveling and
 PP2016.adjusted by the NATIONAL GEODETIC SURVEY
 PP2016.in May 2020.
 PP2016
 PP2016.Significant digits in the geoid height do not necessarily reflect accuracy.
 PP2016.GEOID18 height accuracy estimate available here.
 PP2016
 PP2016.Click photographs - Photos may exist for this station.
 PP2016
 PP2016.The dynamic height is computed by dividing the NAVD 88
 PP2016.geopotential number by the normal gravity value computed on the
 PP2016.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP2016.degrees latitude (g = 980.6199 gals.).
 PP2016
 PP2016.The modeled gravity was interpolated from observed gravity values.
 PP2016
 PP2016;                    North         East    Units  Estimated Accuracy
 PP2016;SPC MN S     -   306,569.2     820,031.5     MT  (+/- 3 meters HH1 GPS) 
 PP2016
 PP2016_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK4101667538(NAD 83)
 PP2016
 PP2016                          SUPERSEDED SURVEY CONTROL
 PP2016
 PP2016  NAVD 88 (08/01/13)  297.522  (m)          976.12   (f) SUPERSEDED  2 1
 PP2016  NAVD 88 (06/15/91)  297.551  (m)          976.22   (f) SUPERSEDED  2 0
 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
 PP2016.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PP2016.See file dsdata.pdf to determine how the superseded data were derived.
 PP2016
 PP2016_MARKER: DB = BENCH MARK DISK
 PP2016_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 PP2016_STAMPING: 1002 AH 1972
 PP2016_MARK LOGO: MNHD
 PP2016_PROJECTION: RECESSED 10 CENTIMETERS
 PP2016_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 PP2016_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PP2016_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 PP2016+SATELLITE: SATELLITE OBSERVATIONS - October 02, 2013
 PP2016
 PP2016  HISTORY     - Date     Condition        Report By
 PP2016  HISTORY     - 19720401 MONUMENTED       MNHD
 PP2016  HISTORY     - 20061028 GOOD             USPSQD
 PP2016  HISTORY     - 20110809 GOOD             MNDT
 PP2016  HISTORY     - 20131002 GOOD             MNDT
 PP2016
 PP2016                          STATION DESCRIPTION
 PP2016
 PP2016'DESCRIBED BY MN HIGHWAY DEPT 1972
 PP2016'2.5 MI NE FROM WACONIA.
 PP2016'MARK IS LOCATED 2.5 MILES NORTHEAST ALONG TH 5 FROM THE JUNCTION OF TH
 PP2016'5 AND TH 284 IN WACONIA, 81 FEET SOUTHEAST OF THE CENTERLINE OF TH 5
 PP2016'AT MILE POINT 34.6 (STATION 450+57), 45 FEET NORTHEAST OF THE CENTER
 PP2016'OF A TOWNSHIP ROAD, 44 FEET NORTHWEST OF THE CHICAGO-NORTHWESTERN
 PP2016'RAILROAD, 7 FEET WEST OF A TELEPHONE POLE, 1 FOOT NORTH OF A STEEL
 PP2016'WITNESS POST, IN A 6 FOOT PRECAST CONCRETE MONUMENT SET FLUSH WITH THE
 PP2016'GROUND.  NE 1/4 SECTION 18, T 116, R 24.
 PP2016
 PP2016                          STATION RECOVERY (2006)
 PP2016
 PP2016'RECOVERY NOTE BY US POWER SQUADRON 2006 (TAG)
 PP2016'.5 FEET NORTH OF THE WITNESS POST
 PP2016
 PP2016                          STATION RECOVERY (2011)
 PP2016
 PP2016'RECOVERY NOTE BY MN DEPT OF TRANSP 2011 (EMS)
 PP2016'THE BENCH MARK IS LOCATED ABOUT 6.7 MI (10.8 KM) SOUTHWEST OF MOUND,
 PP2016'4.2 MI (6.8 KM) WEST OF VICTORIA AND 2.7 MI (4.3 KM) EAST-NORTHEAST OF
 PP2016'WACONIA.
 PP2016'
 PP2016'2.71 MILES NORTHEAST OF WACONIA, 2.5 MI (4.0 KM) NORTHEAST ON TRUNK
 PP2016'HIGHWAY 5 FROM THE JUNCTION OF TRUNK HIGHWAY 5 AND TRUNK HIGHWAY 284
 PP2016'IN WACONIA, AT TRUNK HIGHWAY 5 MILE POINT 34.6.
 PP2016'
 PP2016'THE BENCH MARK IS FOUND IN THE SOUTHEAST QUADRANT OF SCANDIA ROAD AND
 PP2016'TRUNK HIGHWAY 5, 81 FT (24.7 M) SOUTHEAST OF TRUNK HIGHWAY 5, 45 FT
 PP2016'(13.7 M) NORTHEAST OF TOWNSHIP ROAD, 44 FT (13.4 M) NORTHEAST OF
 PP2016'SCANDIA ROAD, 10.0 FT (3.0 M) SOUTHEAST OF A FIBER OPTIC PEDESTAL AND
 PP2016'0.7 FT (21 CM) NORTH OF A WITNESS POST.
 PP2016
 PP2016                          STATION RECOVERY (2013)
 PP2016
 PP2016'RECOVERY NOTE BY MN DEPT OF TRANSP 2013 (KMS)
 PP2016'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 PP2020 ***********************************************************************
 PP2020  DESIGNATION -  1002 AI
 PP2020  PID         -  PP2020
 PP2020  STATE/COUNTY-  MN/CARVER
 PP2020  COUNTRY     -  US
 PP2020  USGS QUAD   -  VICTORIA (2019)
 PP2020
 PP2020                         *CURRENT SURVEY CONTROL
 PP2020  ______________________________________________________________________
 PP2020* NAD 83(2011) POSITION- 44 51 47.70258(N) 093 42 17.10614(W)   ADJUSTED
 PP2020* NAD 83(2011) ELLIP HT-   270.921 (meters)        (06/27/12)   ADJUSTED
 PP2020* NAD 83(2011) EPOCH   -  2010.00
 PP2020* NAVD 88 ORTHO HEIGHT -   297.881 (meters)      977.30  (feet) ADJUSTED
 PP2020  ______________________________________________________________________
 PP2020  GEOID HEIGHT    -        -26.970 (meters)                     GEOID18
 PP2020  NAD 83(2011) X  -   -292,610.368 (meters)                     COMP
 PP2020  NAD 83(2011) Y  - -4,519,052.572 (meters)                     COMP
 PP2020  NAD 83(2011) Z  -  4,476,780.800 (meters)                     COMP
 PP2020  LAPLACE CORR    -          6.93  (seconds)                    DEFLEC18
 PP2020  DYNAMIC HEIGHT  -        297.871 (meters)      977.27  (feet) COMP
 PP2020  MODELED GRAVITY -    980,573.4   (mgal)                       NAVD 88
 PP2020
 PP2020  VERT ORDER      -  SECOND    CLASS I
 PP2020
 PP2020  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 PP2020  Standards:
 PP2020         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 PP2020            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 PP2020  -------------------------------------------------------------------
 PP2020  NETWORK    0.63   0.90           0.29   0.20   0.46      0.23249149
 PP2020  -------------------------------------------------------------------
 PP2020  Click here for local accuracies and other accuracy information.
 PP2020
 PP2020.The horizontal coordinates were established by GPS observations
 PP2020.and adjusted by the National Geodetic Survey in June 2012.
 PP2020
 PP2020.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 PP2020.been affixed to the stable North American tectonic plate. See 
 PP2020.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 PP2020
 PP2020.The horizontal coordinates are valid at the epoch date displayed above
 PP2020.which is a decimal equivalence of Year/Month/Day.
 PP2020
 PP2020.The orthometric height was determined by differential leveling and
 PP2020.adjusted by the NATIONAL GEODETIC SURVEY
 PP2020.in May 2020.
 PP2020
 PP2020.Significant digits in the geoid height do not necessarily reflect accuracy.
 PP2020.GEOID18 height accuracy estimate available here.
 PP2020
 PP2020.Click photographs - Photos may exist for this station.
 PP2020
 PP2020.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 PP2020
 PP2020.The Laplace correction was computed from DEFLEC18 derived deflections.
 PP2020
 PP2020.The ellipsoidal height was determined by GPS observations
 PP2020.and is referenced to NAD 83.
 PP2020
 PP2020.The dynamic height is computed by dividing the NAVD 88
 PP2020.geopotential number by the normal gravity value computed on the
 PP2020.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP2020.degrees latitude (g = 980.6199 gals.).
 PP2020
 PP2020.The modeled gravity was interpolated from observed gravity values.
 PP2020
 PP2020. The following values were computed from the NAD 83(2011) position.
 PP2020
 PP2020;                    North         East     Units Scale Factor Converg.
 PP2020;SPC MN S     -   307,072.659   823,333.296   MT  0.99994195   +0 12 25.0
 PP2020;SPC MN S     - 1,007,454.22  2,701,219.32   sFT  0.99994195   +0 12 25.0
 PP2020;UTM  15      - 4,968,001.027   444,322.810   MT  0.99963812   -0 29 49.8
 PP2020
 PP2020!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PP2020!SPC MN S     -   0.99995752  x   0.99994195  =   0.99989948
 PP2020!UTM  15      -   0.99995752  x   0.99963812  =   0.99959566
 PP2020
 PP2020_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK4432268001(NAD 83)
 PP2020
 PP2020                          SUPERSEDED SURVEY CONTROL
 PP2020
 PP2020  NAD 83(2007)-  44 51 47.70324(N)    093 42 17.10670(W) AD(2002.00) 1
 PP2020  ELLIP H (02/25/11)  270.951  (m)                       GP(2002.00) 2 1
 PP2020  NAD 83(1996)-  44 51 47.70209(N)    093 42 17.10577(W) AD(       ) 3
 PP2020  NAD 83(1986)-  44 51 47.69629(N)    093 42 17.10180(W) AD(       ) 3
 PP2020  NAD 27      -  44 51 47.83288(N)    093 42 16.24039(W) AD(       ) 3
 PP2020  NAVD 88 (08/01/13)  297.891  (m)          977.33   (f) SUPERSEDED  2 1
 PP2020  NAVD 88             297.88   (m)          977.3    (f) LEVELING    3  
 PP2020  NAVD 88 (06/15/91)  297.875  (m)          977.28   (f) SUPERSEDED  2 0
 PP2020  NGVD 29 (??/??/92)  297.813  (m)          977.07   (f) ADJ UNCH    2 0
 PP2020  NGVD 29             297.81   (m)          977.1    (f) LEVELING    3  
 PP2020
 PP2020.Superseded values are not recommended for survey control.
 PP2020
 PP2020.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PP2020.See file dsdata.pdf to determine how the superseded data were derived.
 PP2020
 PP2020_MARKER: DB = BENCH MARK DISK
 PP2020_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 PP2020_STAMPING: 1002 AI 1972
 PP2020_MARK LOGO: MNHD
 PP2020_PROJECTION: FLUSH
 PP2020_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 PP2020_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PP2020_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 PP2020+SATELLITE: SATELLITE OBSERVATIONS - October 02, 2013
 PP2020
 PP2020  HISTORY     - Date     Condition        Report By
 PP2020  HISTORY     - 19720401 MONUMENTED       MNHD
 PP2020  HISTORY     - 1987     GOOD             USPSQD
 PP2020  HISTORY     - 20061028 GOOD             USPSQD
 PP2020  HISTORY     - 20080523 GOOD             MNDT
 PP2020  HISTORY     - 20110808 GOOD             MNDT
 PP2020  HISTORY     - 20131002 GOOD             MNDT
 PP2020
 PP2020                          STATION DESCRIPTION
 PP2020
 PP2020'DESCRIBED BY MN HIGHWAY DEPT 1972
 PP2020'2.2 MI W FROM VICTORIA.
 PP2020'MARK IS LOCATED 2.2 MILES WEST ALONG TH 5 FROM THE JUNCTION OF TH 5
 PP2020'AND COUNTY ROAD 11 (SOUTH) IN VICTORIA, 116 FEET WEST OF THE CENTER OF
 PP2020'A TOWNSHIP ROAD, 66 FEET NORTH OF THE CENTERLINE OF TH 5 AT MILE POINT
 PP2020'36.7 (STATION 562+04), 31 FEET EAST OF A POWER POLE, 1 FOOT SOUTH OF A
 PP2020'STEEL WITNESS POST, IN A 6 FOOT PRECAST CONCRETE MONUMENT SET FLUSH
 PP2020'WITH THE GROUND.  SE 1/4 SECTION 9, T 116, R 24.
 PP2020
 PP2020                          STATION RECOVERY (1987)
 PP2020
 PP2020'RECOVERY NOTE BY US POWER SQUADRON 1987 (JDW)
 PP2020'RECOVERED IN GOOD CONDITION.
 PP2020
 PP2020                          STATION RECOVERY (2006)
 PP2020
 PP2020'RECOVERY NOTE BY US POWER SQUADRON 2006 (TAG)
 PP2020'RECOVERED IN GOOD CONDITION.
 PP2020
 PP2020                          STATION RECOVERY (2008)
 PP2020
 PP2020'RECOVERY NOTE BY MN DEPT OF TRANSP 2008 (PJG)
 PP2020'THE MARK WAS RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.
 PP2020'THE MARK IS 2.1 MILES WEST OF VICTORIA, 2.2 MILES WEST ON TRUNK
 PP2020'HIGHWAY 5 FROM JUNCTION OF TRUNK HIGHWAY 5 AND COUNTY ROAD 11 SOUTH
 PP2020'(SHADY OAK DRIVE), AT TRUNK HIGHWAY 5 MILEPOINT 36.7, 0.4 MILE EAST OF
 PP2020'LAKETOWN ROAD, 66 FEET NORTH OF TRUNK HIGHWAY 5, 31 FEET EAST OF POWER
 PP2020'POLE, 1.0 FOOT SOUTH OF WITNESS POST.
 PP2020
 PP2020                          STATION RECOVERY (2011)
 PP2020
 PP2020'RECOVERY NOTE BY MN DEPT OF TRANSP 2011 (EMS)
 PP2020'RECOVERED IN GOOD CONDITION.
 PP2020
 PP2020                          STATION RECOVERY (2013)
 PP2020
 PP2020'RECOVERY NOTE BY MN DEPT OF TRANSP 2013 (KMS)
 PP2020'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 PP2024 ***********************************************************************
 PP2024  DESIGNATION -  1002 AJ
 PP2024  PID         -  PP2024
 PP2024  STATE/COUNTY-  MN/CARVER
 PP2024  COUNTRY     -  US
 PP2024  USGS QUAD   -  VICTORIA (2019)
 PP2024
 PP2024                         *CURRENT SURVEY CONTROL
 PP2024  ______________________________________________________________________
 PP2024* NAD 83(1986) POSITION- 44 51 40.23   (N) 093 40 27.77   (W)   HD_HELD1
 PP2024* NAVD 88 ORTHO HEIGHT -   288.855 (meters)      947.69  (feet) ADJUSTED
 PP2024  ______________________________________________________________________
 PP2024  GEOID HEIGHT    -        -26.885 (meters)                     GEOID18
 PP2024  DYNAMIC HEIGHT  -        288.847 (meters)      947.66  (feet) COMP
 PP2024  MODELED GRAVITY -    980,580.9   (mgal)                       NAVD 88
 PP2024
 PP2024  VERT ORDER      -  SECOND    CLASS I
 PP2024
 PP2024.The horizontal coordinates were determined by differentially corrected
 PP2024.hand held GPS observations or other comparable positioning techniques
 PP2024.and have an estimated accuracy of +/- 3 meters.
 PP2024
 PP2024.The orthometric height was determined by differential leveling and
 PP2024.adjusted by the NATIONAL GEODETIC SURVEY
 PP2024.in May 2020.
 PP2024
 PP2024.Significant digits in the geoid height do not necessarily reflect accuracy.
 PP2024.GEOID18 height accuracy estimate available here.
 PP2024
 PP2024.Click photographs - Photos may exist for this station.
 PP2024
 PP2024.The dynamic height is computed by dividing the NAVD 88
 PP2024.geopotential number by the normal gravity value computed on the
 PP2024.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP2024.degrees latitude (g = 980.6199 gals.).
 PP2024
 PP2024.The modeled gravity was interpolated from observed gravity values.
 PP2024
 PP2024;                    North         East    Units  Estimated Accuracy
 PP2024;SPC MN S     -   306,851.1     825,734.4     MT  (+/- 3 meters HH1 GPS) 
 PP2024
 PP2024_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK4672067750(NAD 83)
 PP2024
 PP2024                          SUPERSEDED SURVEY CONTROL
 PP2024
 PP2024  NAVD 88 (08/01/13)  288.863  (m)          947.71   (f) SUPERSEDED  2 1
 PP2024  NAVD 88 (06/15/91)  288.841  (m)          947.64   (f) SUPERSEDED  2 0
 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
 PP2024.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PP2024.See file dsdata.pdf to determine how the superseded data were derived.
 PP2024
 PP2024_MARKER: DB = BENCH MARK DISK
 PP2024_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 PP2024_SP_SET: BOX CULVERT
 PP2024_STAMPING: 1002 AJ 1972
 PP2024_MARK LOGO: MNHD
 PP2024_MAGNETIC: N = NO MAGNETIC MATERIAL
 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 - October 02, 2013
 PP2024
 PP2024  HISTORY     - Date     Condition        Report By
 PP2024  HISTORY     - 19720401 MONUMENTED       MNHD
 PP2024  HISTORY     - 1987     GOOD             USPSQD
 PP2024  HISTORY     - 19920929 GOOD             MNDT
 PP2024  HISTORY     - 19950829 GOOD             USPSQD
 PP2024  HISTORY     - 20021015 GOOD             USPSQD
 PP2024  HISTORY     - 20110809 GOOD             MNDT
 PP2024  HISTORY     - 20131002 GOOD             MNDT
 PP2024
 PP2024                          STATION DESCRIPTION
 PP2024
 PP2024'DESCRIBED BY MN HIGHWAY DEPT 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.
 PP2024
 PP2024                          STATION RECOVERY (2011)
 PP2024
 PP2024'RECOVERY NOTE BY MN DEPT OF TRANSP 2011 (AKJ)
 PP2024'THE BENCH MARK IS LOCATED ABOUT 5.6 MI (9.0 KM) EAST OF WACONIA, 5.2
 PP2024'MI (8.4 KM) SOUTH OF MOUND AND IN WEST-NORTHWEST VICTORIA.
 PP2024'
 PP2024'IN VICTORIA, 0.75 MI (1.2 KM) WEST ALONG TRUNK HIGHWAY 5 FROM THE
 PP2024'JUNCTION OF TRUNK HIGHWAY 5 AND COUNTY ROAD 11 SOUTH IN VICTORIA, AT
 PP2024'TRUNK HIGHWAY 5 MILE POINT 38.3, 0.1 MI (0.2 KM) WEST OF COUNTY ROAD
 PP2024'11 NORTH.
 PP2024'
 PP2024'THE BENCH MARK IS FOUND IN SOUTHEAST HEADWALL OF TRUNK HIGHWAY 5 BOX
 PP2024'CULVERT AT A SMALL CREEK AND 30 FT (9.1 M) SOUTH OF TRUNK HIGHWAY 5.
 PP2024
 PP2024                          STATION RECOVERY (2013)
 PP2024
 PP2024'RECOVERY NOTE BY MN DEPT OF TRANSP 2013 (KMS)
 PP2024'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 PP2029 ***********************************************************************
 PP2029  DESIGNATION -  1002 AL
 PP2029  PID         -  PP2029
 PP2029  STATE/COUNTY-  MN/CARVER
 PP2029  COUNTRY     -  US
 PP2029  USGS QUAD   -  VICTORIA (2019)
 PP2029
 PP2029                         *CURRENT SURVEY CONTROL
 PP2029  ______________________________________________________________________
 PP2029* NAD 83(1986) POSITION- 44 52 02.23   (N) 093 37 40.45   (W)   HD_HELD1
 PP2029* NAVD 88 ORTHO HEIGHT -   303.587 (meters)      996.02  (feet) ADJUSTED
 PP2029  ______________________________________________________________________
 PP2029  GEOID HEIGHT    -        -26.804 (meters)                     GEOID18
 PP2029  DYNAMIC HEIGHT  -        303.581 (meters)      996.00  (feet) COMP
 PP2029  MODELED GRAVITY -    980,588.9   (mgal)                       NAVD 88
 PP2029
 PP2029  VERT ORDER      -  SECOND    CLASS I
 PP2029
 PP2029.The horizontal coordinates were determined by differentially corrected
 PP2029.hand held GPS observations or other comparable positioning techniques
 PP2029.and have an estimated accuracy of +/- 3 meters.
 PP2029
 PP2029.The orthometric height was determined by differential leveling and
 PP2029.adjusted by the NATIONAL GEODETIC SURVEY
 PP2029.in May 2020.
 PP2029
 PP2029.Significant digits in the geoid height do not necessarily reflect accuracy.
 PP2029.GEOID18 height accuracy estimate available here.
 PP2029
 PP2029.Click photographs - Photos may exist for this station.
 PP2029
 PP2029.The dynamic height is computed by dividing the NAVD 88
 PP2029.geopotential number by the normal gravity value computed on the
 PP2029.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP2029.degrees latitude (g = 980.6199 gals.).
 PP2029
 PP2029.The modeled gravity was interpolated from observed gravity values.
 PP2029
 PP2029;                    North         East    Units  Estimated Accuracy
 PP2029;SPC MN S     -   307,545.9     829,404.5     MT  (+/- 3 meters HH1 GPS) 
 PP2029
 PP2029_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK5039768399(NAD 83)
 PP2029
 PP2029                          SUPERSEDED SURVEY CONTROL
 PP2029
 PP2029  NAVD 88 (08/01/13)  303.592  (m)          996.03   (f) SUPERSEDED  2 1
 PP2029  NAVD 88 (11/23/99)  303.577  (m)          995.99   (f) SUPERSEDED  2 1
 PP2029  NAVD 88 (06/15/91)  303.653  (m)          996.23   (f) SUPERSEDED  2 0
 PP2029  NGVD 29 (??/??/92)  303.597  (m)          996.05   (f) ADJ UNCH    2 0
 PP2029
 PP2029.Superseded values are not recommended for survey control.
 PP2029
 PP2029.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PP2029.See file dsdata.pdf to determine how the superseded data were derived.
 PP2029
 PP2029_MARKER: DB = BENCH MARK DISK
 PP2029_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 PP2029_STAMPING: 1002 AL 1972
 PP2029_MARK LOGO: MNHD
 PP2029_PROJECTION: RECESSED 13 CENTIMETERS
 PP2029_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 PP2029_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PP2029_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 PP2029+SATELLITE: SATELLITE OBSERVATIONS - November 17, 2025
 PP2029
 PP2029  HISTORY     - Date     Condition        Report By
 PP2029  HISTORY     - 19720401 MONUMENTED       MNHD
 PP2029  HISTORY     - 1983     GOOD             MNDT
 PP2029  HISTORY     - 1983     GOOD             MNDT
 PP2029  HISTORY     - 1987     GOOD             USPSQD
 PP2029  HISTORY     - 19910916 GOOD             USPSQD
 PP2029  HISTORY     - 19920908 GOOD             MNDT
 PP2029  HISTORY     - 20021009 MARK NOT FOUND   USPSQD
 PP2029  HISTORY     - 20100303 GOOD             MNDT
 PP2029  HISTORY     - 20110809 GOOD             MNDT
 PP2029  HISTORY     - 20131001 GOOD             MNDT
 PP2029  HISTORY     - 20251117 GOOD             MNDT
 PP2029
 PP2029                          STATION DESCRIPTION
 PP2029
 PP2029'DESCRIBED BY MN HIGHWAY DEPT 1972
 PP2029'2.1 MI E FROM VICTORIA.
 PP2029'MARK IS LOCATED 2.1 MILES EAST ALONG TH 5 FROM THE JUNCTION OF TH 5
 PP2029'AND COUNTY ROAD 11 (SOUTH) IN VICTORIA, 0.4 MILES EAST OF COUNTY ROAD
 PP2029'13, 1.6 MILES WEST OF TH 41, 57 FEET NORTH OF THE CENTERLINE OF TH 5
 PP2029'AT MILE POINT 40.9 (STATION 781+75), 12 FEET WEST OF THEE CENTER OF A
 PP2029'FIELD ENTRANCE, 7 FEET EAST OF A POWER POLE, 1 FOOT SOUTH OF A STEEL
 PP2029'WITNESS POST, IN A 6 FOOT PRECAST CONCRETE MONUMENT SET FLUSH WITH THE
 PP2029'GROUND.  SE 1/4 SECTION 7, T 116, R 23.
 PP2029
 PP2029                          STATION RECOVERY (1983)
 PP2029
 PP2029'RECOVERY NOTE BY MN DEPT OF TRANSP 1983
 PP2029'THE SOUTHEAST QUARTER OF SECTION 7, T 116 N, R 23 W, 2.1 MILES EAST
 PP2029'ALONG TRUNK HIGHWAY SOUTH FROM ITS JUNCTION WITH COUNTY ROAD 11
 PP2029'(SOUTH) IN VICTORIA, 0.45 MILE EAST OF COUNTY ROAD 13, 1.6 MILES WEST
 PP2029'OF TRUNK HIGHWAY 41, 57 FEET NORTH OF THE CENTERLINE OF TRUNK HIGHWAY
 PP2029'5 AT MILEPOINT 40.95, 12 FEET WEST OF THE CENTER OF A FIELD ENTRANCE,
 PP2029'7 FEET EAST OF A POWER POLE, AND 1.0 FOOT SOUTH OF A STEEL WITNESS
 PP2029'POST. THE MARK, A STANDARD MNDT BENCH MARK DISK STAMPED---1002 AL
 PP2029'1972---, IS SET IN THE TOP OF A 6 FOOT LONG PRECAST CONCRETE MONUMENT
 PP2029'THAT IS BURIED 0.4 FOOT BELOW THE SURFACE OF THE GROUND.
 PP2029
 PP2029                          STATION RECOVERY (1983)
 PP2029
 PP2029'RECOVERY NOTE BY MN DEPT OF TRANSP 1983 (OCO)
 PP2029'STATION RECOVERED AS DESCRIBED.
 PP2029
 PP2029                          STATION RECOVERY (1987)
 PP2029
 PP2029'RECOVERY NOTE BY US POWER SQUADRON 1987 (JDW)
 PP2029'RECOVERED IN GOOD CONDITION.
 PP2029
 PP2029                          STATION RECOVERY (1991)
 PP2029
 PP2029'RECOVERY NOTE BY US POWER SQUADRON 1991 (GQ)
 PP2029'RECOVERED IN GOOD CONDITION.
 PP2029
 PP2029                          STATION RECOVERY (1992)
 PP2029
 PP2029'RECOVERY NOTE BY MN DEPT OF TRANSP 1992 (HTS)
 PP2029'RECOVERED AS DESCRIBED.
 PP2029
 PP2029                          STATION RECOVERY (2002)
 PP2029
 PP2029'RECOVERY NOTE BY US POWER SQUADRON 2002 (SL)
 PP2029'MARK NOT FOUND.
 PP2029
 PP2029                          STATION RECOVERY (2010)
 PP2029
 PP2029'RECOVERY NOTE BY MN DEPT OF TRANSP 2010 (DRB)
 PP2029'THE MARK IS IN VICTORIA.
 PP2029'
 PP2029'2.1 MILES EAST ON TRUNK HIGHWAY 5 FROM THE JUNCTION TRUNK HIGHWAY 5
 PP2029'AND COUNTY ROAD 11 IN VICTORIA, AT TRUNK HIGHWAY 5 MILE POINT 40.90.
 PP2029'
 PP2029'IT IS 0.45 MI (0.7 KM) EAST OF COUNTY ROAD 13, 57 FT (17.4 M) NORTH OF
 PP2029'TRUNK HIGHWAY 5, 12 FT (3.7 M) WEST OF A FIELD ENTRANCE, 7 FT (2.1 M)
 PP2029'EAST OF POWER POLE, 1.0 FT (0.3 M) SOUTH OF A WITNESS POST.
 PP2029
 PP2029                          STATION RECOVERY (2011)
 PP2029
 PP2029'RECOVERY NOTE BY MN DEPT OF TRANSP 2011 (AKJ)
 PP2029'RECOVERED IN GOOD CONDITION.
 PP2029
 PP2029                          STATION RECOVERY (2013)
 PP2029
 PP2029'RECOVERY NOTE BY MN DEPT OF TRANSP 2013 (KMS)
 PP2029'RECOVERED AS DESCRIBED.
 PP2029
 PP2029                          STATION RECOVERY (2025)
 PP2029
 PP2029'RECOVERY NOTE BY MN DEPT OF TRANSP 2025 (KMS)
 PP2029'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 AE4163 ***********************************************************************
 AE4163  DESIGNATION -  1002 AP
 AE4163  PID         -  AE4163
 AE4163  STATE/COUNTY-  MN/CARVER
 AE4163  COUNTRY     -  US
 AE4163  USGS QUAD   -  SHAKOPEE (2019)
 AE4163
 AE4163                         *CURRENT SURVEY CONTROL
 AE4163  ______________________________________________________________________
 AE4163* NAD 83(1986) POSITION- 44 51 49.15   (N) 093 36 34.28   (W)   HD_HELD1
 AE4163* NAVD 88 ORTHO HEIGHT -   292.064 (meters)      958.21  (feet) ADJUSTED
 AE4163  ______________________________________________________________________
 AE4163  GEOID HEIGHT    -        -26.776 (meters)                     GEOID18
 AE4163  DYNAMIC HEIGHT  -        292.059 (meters)      958.20  (feet) COMP
 AE4163  MODELED GRAVITY -    980,592.2   (mgal)                       NAVD 88
 AE4163
 AE4163  VERT ORDER      -  SECOND    CLASS I
 AE4163
 AE4163.The horizontal coordinates were determined by differentially corrected
 AE4163.hand held GPS observations or other comparable positioning techniques
 AE4163.and have an estimated accuracy of +/- 3 meters.
 AE4163
 AE4163.The orthometric height was determined by differential leveling and
 AE4163.adjusted by the NATIONAL GEODETIC SURVEY
 AE4163.in May 2020.
 AE4163
 AE4163.Significant digits in the geoid height do not necessarily reflect accuracy.
 AE4163.GEOID18 height accuracy estimate available here.
 AE4163
 AE4163.Click photographs - Photos may exist for this station.
 AE4163
 AE4163.The dynamic height is computed by dividing the NAVD 88
 AE4163.geopotential number by the normal gravity value computed on the
 AE4163.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE4163.degrees latitude (g = 980.6199 gals.).
 AE4163
 AE4163.The modeled gravity was interpolated from observed gravity values.
 AE4163
 AE4163;                    North         East    Units  Estimated Accuracy
 AE4163;SPC MN S     -   307,148.9     830,859.0     MT  (+/- 3 meters HH1 GPS) 
 AE4163
 AE4163_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK5184667984(NAD 83)
 AE4163
 AE4163                          SUPERSEDED SURVEY CONTROL
 AE4163
 AE4163  NAVD 88 (08/01/13)  292.067  (m)          958.22   (f) SUPERSEDED  2 1
 AE4163  NAVD 88 (11/23/99)  292.058  (m)          958.19   (f) SUPERSEDED  2 1
 AE4163
 AE4163.Superseded values are not recommended for survey control.
 AE4163
 AE4163.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE4163.See file dsdata.pdf to determine how the superseded data were derived.
 AE4163
 AE4163_MARKER: DV = VERTICAL CONTROL DISK
 AE4163_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 AE4163_STAMPING: 1002 AP 1983
 AE4163_MARK LOGO: MNDT
 AE4163_PROJECTION: FLUSH
 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 - November 17, 2025
 AE4163
 AE4163  HISTORY     - Date     Condition        Report By
 AE4163  HISTORY     - 19830301 MONUMENTED       MNDT
 AE4163  HISTORY     - 19920908 GOOD             MNDT
 AE4163  HISTORY     - 20021010 MARK NOT FOUND   USPSQD
 AE4163  HISTORY     - 20110804 GOOD             MNDT
 AE4163  HISTORY     - 20131001 GOOD             MNDT
 AE4163  HISTORY     - 20251117 GOOD             MNDT
 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.
 AE4163
 AE4163                          STATION RECOVERY (2011)
 AE4163
 AE4163'RECOVERY NOTE BY MN DEPT OF TRANSP 2011 (AKJ)
 AE4163'THE STATION IS LOCATED ABOUT 5.7 MI (9.2 KM) SOUTH-SOUTHEAST OF MOUND,
 AE4163'3.5 MI (5.6 KM) SOUTHWEST OF EXCELSIOR AND 2.5 MI (4.0 KM) EAST OF
 AE4163'VICTORIA.
 AE4163'
 AE4163'2.5 MILES EAST OF VICTORIA, 2.84 MI (4.6 KM) EAST-NORTHEAST ALONG
 AE4163'TRUNK HIGHWAY 5 FROM THE JUNCTION OF TRUNK HIGHWAY 5 AND SHADY OAK
 AE4163'DRIVE IN VICTORIA, AT TRUNK HIGHWAY 5 MILE POINT 41.80, 0.6 MI (1.0
 AE4163'KM) WEST OF THE JUNCTION TRUNK HIGHWAY 5 AND TRUNK HIGHWAY 41.
 AE4163'
 AE4163'THE VERTICAL CONTROL MARK IS FOUND 138 FT (42.1 M) SOUTH OF TRUNK
 AE4163'HIGHWAY 5, INSIDE MINNESOTA LANDSCAPE ARBORETUM ENTRANCE DRIVEWAY,
 AE4163'94.7 FT (28.9 M) SOUTH-SOUTHWEST OF LIGHT POLE, 55.2 FT (16.8 M) WEST
 AE4163'OF CENTER MEDIAN OF ENTRANCE, 44.0 FT (13.4 M) WEST OF AN ENTRANCE
 AE4163'SOUTH TO AN ARBORETUM AND 1.4 FT (0.4 M) SOUTHEAST OF A WITNESS POST.
 AE4163'
 AE4163'NOTE-ROD DEPTH IS REPORTED TO BE 15 FEET.
 AE4163
 AE4163                          STATION RECOVERY (2013)
 AE4163
 AE4163'RECOVERY NOTE BY MN DEPT OF TRANSP 2013 (KMS)
 AE4163'RECOVERED AS DESCRIBED.
 AE4163
 AE4163                          STATION RECOVERY (2025)
 AE4163
 AE4163'RECOVERY NOTE BY MN DEPT OF TRANSP 2025 (KMS)
 AE4163'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 AE4166 ***********************************************************************
 AE4166  DESIGNATION -  1002 AR
 AE4166  PID         -  AE4166
 AE4166  STATE/COUNTY-  MN/CARVER
 AE4166  COUNTRY     -  US
 AE4166  USGS QUAD   -  SHAKOPEE (2019)
 AE4166
 AE4166                         *CURRENT SURVEY CONTROL
 AE4166  ______________________________________________________________________
 AE4166* NAD 83(1986) POSITION- 44 51 32.83   (N) 093 32 28.40   (W)   HD_HELD1
 AE4166* NAVD 88 ORTHO HEIGHT -   298.961 (meters)      980.84  (feet) ADJUSTED
 AE4166  ______________________________________________________________________
 AE4166  GEOID HEIGHT    -        -26.768 (meters)                     GEOID18
 AE4166  DYNAMIC HEIGHT  -        298.957 (meters)      980.83  (feet) COMP
 AE4166  MODELED GRAVITY -    980,592.9   (mgal)                       NAVD 88
 AE4166
 AE4166  VERT ORDER      -  SECOND    CLASS I
 AE4166
 AE4166.The horizontal coordinates were determined by differentially corrected
 AE4166.hand held GPS observations or other comparable positioning techniques
 AE4166.and have an estimated accuracy of +/- 3 meters.
 AE4166
 AE4166.The orthometric height was determined by differential leveling and
 AE4166.adjusted by the NATIONAL GEODETIC SURVEY
 AE4166.in May 2020.
 AE4166
 AE4166.Significant digits in the geoid height do not necessarily reflect accuracy.
 AE4166.GEOID18 height accuracy estimate available here.
 AE4166
 AE4166.Click photographs - Photos may exist for this station.
 AE4166
 AE4166.The dynamic height is computed by dividing the NAVD 88
 AE4166.geopotential number by the normal gravity value computed on the
 AE4166.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE4166.degrees latitude (g = 980.6199 gals.).
 AE4166
 AE4166.The modeled gravity was interpolated from observed gravity values.
 AE4166
 AE4166;                    North         East    Units  Estimated Accuracy
 AE4166;SPC MN S     -   306,673.2     836,259.4     MT  (+/- 3 meters HH1 GPS) 
 AE4166
 AE4166_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK5723967443(NAD 83)
 AE4166
 AE4166                          SUPERSEDED SURVEY CONTROL
 AE4166
 AE4166  NAVD 88 (11/23/99)  298.960  (m)          980.84   (f) SUPERSEDED  2 1
 AE4166
 AE4166.Superseded values are not recommended for survey control.
 AE4166
 AE4166.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE4166.See file dsdata.pdf to determine how the superseded data were derived.
 AE4166
 AE4166_MARKER: DV = VERTICAL CONTROL DISK
 AE4166_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 AE4166_SP_SET: BRIDGE ABUTMENT
 AE4166_STAMPING: 1002 AR 1983
 AE4166_MARK LOGO: MNDT
 AE4166_MAGNETIC: N = NO MAGNETIC MATERIAL
 AE4166_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AE4166_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AE4166+SATELLITE: SATELLITE OBSERVATIONS - October 01, 2013
 AE4166
 AE4166  HISTORY     - Date     Condition        Report By
 AE4166  HISTORY     - 19830301 MONUMENTED       MNDT
 AE4166  HISTORY     - 19921102 GOOD             MNDT
 AE4166  HISTORY     - 20021016 GOOD             USPSQD
 AE4166  HISTORY     - 20080523 GOOD             MNDT
 AE4166  HISTORY     - 20120912 GOOD             MNDT
 AE4166  HISTORY     - 20131001 GOOD             MNDT
 AE4166
 AE4166                          STATION DESCRIPTION
 AE4166
 AE4166'DESCRIBED BY MN DEPT OF TRANSP 1983 (OCO)
 AE4166'THE MARK IS LOCATED IN THE TOWN OF CHANHASSEN, O.5 MILE WEST ALONG
 AE4166'TRUNK HIGHWAY 5 FROM ITS JUNCTION WITH TRUNK HIGHWAY 101, AT THE
 AE4166'CHICAGO, MILWAUKEE, ST PAUL AND PACIFIC RAILROAD CROSSING AND IS IN
 AE4166'THE NW 1/4 OF SECTION 14, T116N, R23W.  THE MARK IS 26 FEET NORTH OF
 AE4166'AND ABOUT LEVEL WITH THE CENTERLINE OF HIGHWAY 5 AT MILEPOINT 45.25.
 AE4166'THE MARK, A STANDARD MNDT BENCH MARK DISK STAMPED---1002 AR 1983---,
 AE4166'IS SET IN THE SOUTHEAST CORNER (ABUTMENT) OF BRIDGE NUMBER 10009
 AE4166'(HIGHWAY 5 OVER THE CHICAGO, MILWAUKEE, ST PAUL AND PACIFIC RAILROAD).
 AE4166
 AE4166                          STATION RECOVERY (1992)
 AE4166
 AE4166'RECOVERY NOTE BY MN DEPT OF TRANSP 1992 (HTS)
 AE4166'RECOVERED AS DESCRIBED.
 AE4166
 AE4166                          STATION RECOVERY (2002)
 AE4166
 AE4166'RECOVERY NOTE BY US POWER SQUADRON 2002 (SL)
 AE4166'RECOVERED IN GOOD CONDITION.
 AE4166
 AE4166                          STATION RECOVERY (2008)
 AE4166
 AE4166'RECOVERY NOTE BY MN DEPT OF TRANSP 2008 (JBG)
 AE4166'THE STATION IS LOCATED 0.5 MI (0.8 KM) WEST-SOUTHWEST OF CHANHASSEN.
 AE4166'
 AE4166'TO REACH THE MARK IN NORTHEAST CORNER OF EASTBOUND TRUNK HIGHWAY 5
 AE4166'BRIDGE NUMBER 10009 OVER RAILROAD, 0.5 MI (0.8 KM) WEST ON TRUNK
 AE4166'HIGHWAY 5 FROM THE JUNCTION OF TRUNK HIGHWAY 5 AND TRUNK HIGHWAY 101.
 AE4166'
 AE4166'IT IS 26 FT (7.9 M) NORTH OF TRUNK HIGHWAY 5.
 AE4166
 AE4166                          STATION RECOVERY (2012)
 AE4166
 AE4166'RECOVERY NOTE BY MN DEPT OF TRANSP 2012 (DAS)
 AE4166'0.5 MI (0.8 KM) WEST-SOUTHWEST OF CHANHASSEN, IN NORTHEAST CORNER OF
 AE4166'EASTBOUND TRUNK HIGHWAY 5 BRIDGE NUMBER 10009 OVER RAILROAD, 0.5 MI
 AE4166'(0.8 KM) WEST ON TRUNK HIGHWAY 5 FROM THE JUNCTION OF TRUNK HIGHWAY 5
 AE4166'AND TRUNK HIGHWAY 101, 26 FT (7.9 M) NORTH OF TRUNK HIGHWAY 5.
 AE4166
 AE4166                          STATION RECOVERY (2013)
 AE4166
 AE4166'RECOVERY NOTE BY MN DEPT OF TRANSP 2013 (KMS)
 AE4166'0.5 MILE WEST-SOUTHWEST OF CHANHASSEN, IN NORTHEAST CORNER OF
 AE4166'EASTBOUND TRUNK HIGHWAY 5 BRIDGE NUMBER 10009 OVER RAILROAD TRACKS,
 AE4166'0.5 MILE WEST ALONG TRUNK HIGHWAY 5 FROM JUNCTION OF TRUNK HIGHWAY 5
 AE4166'AND TRUNK HIGHWAY 101, AT TRUNK HIGHWAY 5 MILEPOINT 45.2, 26 FEET
 AE4166'NORTH OF TRUNK HIGHWAY 5.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DP7093 ***********************************************************************
 DP7093  DESIGNATION -  1002 AS RESET
 DP7093  PID         -  DP7093
 DP7093  STATE/COUNTY-  MN/CARVER
 DP7093  COUNTRY     -  US
 DP7093  USGS QUAD   -  SHAKOPEE (2019)
 DP7093
 DP7093                         *CURRENT SURVEY CONTROL
 DP7093  ______________________________________________________________________
 DP7093* NAD 83(2011) POSITION- 44 52 00.67652(N) 093 37 07.63715(W)   ADJUSTED
 DP7093* NAD 83(2011) ELLIP HT-   270.747 (meters)        (01/21/26)   ADJUSTED
 DP7093* NAD 83(2011) EPOCH   -  2010.00
 DP7093* NAVD 88 ORTHO HEIGHT -   297.529 (meters)      976.14  (feet) ADJUSTED
 DP7093  ______________________________________________________________________
 DP7093  GEOID HEIGHT    -        -26.791 (meters)                     GEOID18
 DP7093  NAD 83(2011) X  -   -285,812.049 (meters)                     COMP
 DP7093  NAD 83(2011) Y  - -4,519,204.406 (meters)                     COMP
 DP7093  NAD 83(2011) Z  -  4,477,064.548 (meters)                     COMP
 DP7093  LAPLACE CORR    -          3.13  (seconds)                    DEFLEC18
 DP7093  DYNAMIC HEIGHT  -        297.524 (meters)      976.13  (feet) COMP
 DP7093  MODELED GRAVITY -    980,590.5   (mgal)                       NAVD 88
 DP7093
 DP7093  VERT ORDER      -  SECOND    CLASS I
 DP7093
 DP7093  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DP7093  Standards:
 DP7093         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DP7093            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DP7093  -------------------------------------------------------------------
 DP7093  NETWORK    0.41   0.84           0.19   0.14   0.43     -0.00269977
 DP7093  -------------------------------------------------------------------
 DP7093  Click here for local accuracies and other accuracy information.
 DP7093
 DP7093.The horizontal coordinates were established by GPS observations
 DP7093.and adjusted by the MN DEPT OF TRANSP in January 2026.
 DP7093
 DP7093.Refers to NAD 83 (2011) epoch 2010.00 coordinates where the reference 
 DP7093.frame has been affixed to the stable North American tectonic plate 
 DP7093
 DP7093.The horizontal coordinates are valid at the epoch date displayed above
 DP7093.which is a decimal equivalence of Year/Month/Day.
 DP7093
 DP7093.The orthometric height was determined by differential leveling and
 DP7093.adjusted by the NATIONAL GEODETIC SURVEY
 DP7093.in May 2020.
 DP7093
 DP7093.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP7093.GEOID18 height accuracy estimate available here.
 DP7093
 DP7093.Click photographs - Photos may exist for this station.
 DP7093
 DP7093.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DP7093
 DP7093.The Laplace correction was computed from DEFLEC18 derived deflections.
 DP7093
 DP7093.The ellipsoidal height was determined by GPS observations
 DP7093.and is referenced to NAD 83.
 DP7093
 DP7093.The dynamic height is computed by dividing the NAVD 88
 DP7093.geopotential number by the normal gravity value computed on the
 DP7093.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP7093.degrees latitude (g = 980.6199 gals.).
 DP7093
 DP7093.The modeled gravity was interpolated from observed gravity values.
 DP7093
 DP7093. The following values were computed from the NAD 83(2011) position.
 DP7093
 DP7093;                    North         East     Units Scale Factor Converg.
 DP7093;SPC MN S     -   307,501.237   830,125.038   MT  0.99994234   +0 16 01.9
 DP7093;SPC MN S     - 1,008,860.31  2,723,501.90   sFT  0.99994234   +0 16 01.9
 DP7093;UTM  15      - 4,968,346.026   451,117.207   MT  0.99962938   -0 26 11.5
 DP7093
 DP7093!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DP7093!SPC MN S     -   0.99995755  x   0.99994234  =   0.99989989
 DP7093!UTM  15      -   0.99995755  x   0.99962938  =   0.99958695
 DP7093
 DP7093_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK5111768346(NAD 83)
 DP7093
 DP7093                          SUPERSEDED SURVEY CONTROL
 DP7093
 DP7093  NAVD 88 (09/20/16)  297.533  (m)          976.16   (f) SUPERSEDED  2 1
 DP7093
 DP7093.Superseded values are not recommended for survey control.
 DP7093
 DP7093.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DP7093.See file dsdata.pdf to determine how the superseded data were derived.
 DP7093
 DP7093_MARKER: I = METAL ROD
 DP7093_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DP7093_STAMPING: 1002 AS RESET 2013
 DP7093_MARK LOGO: MNDT
 DP7093_PROJECTION: RECESSED 20 CENTIMETERS
 DP7093_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DP7093_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DP7093_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP7093+SATELLITE: SATELLITE OBSERVATIONS - December 01, 2025
 DP7093_ROD/PIPE-DEPTH: 8.5 meters
 DP7093
 DP7093  HISTORY     - Date     Condition        Report By
 DP7093  HISTORY     - 19920727 MONUMENTED       MNDT
 DP7093  HISTORY     - 20131001 GOOD             MNDT
 DP7093  HISTORY     - 20251117 GOOD             MNDT
 DP7093  HISTORY     - 20251201 GOOD             MNDT
 DP7093
 DP7093                          STATION DESCRIPTION
 DP7093
 DP7093'DESCRIBED BY MN DEPT OF TRANSP 2013 (KMS)
 DP7093'THE STATION IS LOCATED ABOUT 5.3 MI (8.5 KM) SOUTH-SOUTHEAST OF MOUND,
 DP7093'3.6 MI (5.8 KM) SOUTHWEST OF EXCELSIOR AND 2.2 MI (3.5 KM)
 DP7093'EAST-NORTHEAST OF VICTORIA.
 DP7093'
 DP7093'TO REACH THE MARK GO 2.37 MI (3.8 KM) EAST-NORTHEAST ALONG TRUNK
 DP7093'HIGHWAY 5 FROM THE JUNCTION OF TRUNK HIGHWAY 5 AND SHADY OAK DRIVE IN
 DP7093'VICTORIA, THEN NORTHWEST ON LONE CEDAR LANE, 1.15 MI (1.9 KM) WEST OF
 DP7093'THE JUNCTION TRUNK HIGHWAY 5 AND TRUNK HIGHWAY 41, AT TRUNK HIGHWAY 5
 DP7093'MILE POINT 41.3.
 DP7093'
 DP7093'THE MARK 67.0 FT (20.4 M) NORTH-NORTHWEST OF TRUNK HIGHWAY 5, 25.5 FT
 DP7093'(7.8 M) EAST-NORTHEAST OF LONE CEDAR CIRCLE, 2.1 FT (0.6 M)
 DP7093'EAST-SOUTHEAST OF POWER POLE, 1.0 FT (0.3 M) EAST OF A WITNESS POST.
 DP7093
 DP7093                          STATION RECOVERY (2025)
 DP7093
 DP7093'RECOVERY NOTE BY MN DEPT OF TRANSP 2025 (KMS)
 DP7093'RECOVERED AS DESCRIBED.
 DP7093
 DP7093                          STATION RECOVERY (2025)
 DP7093
 DP7093'RECOVERY NOTE BY MN DEPT OF TRANSP 2025 (KMS)
 DP7093'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DP1920 ***********************************************************************
 DP1920  DESIGNATION -  1002 AT RESET
 DP1920  PID         -  DP1920
 DP1920  STATE/COUNTY-  MN/CARVER
 DP1920  COUNTRY     -  US
 DP1920  USGS QUAD   -  VICTORIA (2019)
 DP1920
 DP1920                         *CURRENT SURVEY CONTROL
 DP1920  ______________________________________________________________________
 DP1920* NAD 83(2011) POSITION- 44 52 00.65780(N) 093 38 53.34811(W)   ADJUSTED
 DP1920* NAD 83(2011) ELLIP HT-   276.152 (meters)        (02/26/14)   ADJUSTED
 DP1920* NAD 83(2011) EPOCH   -  2010.00
 DP1920* NAVD 88 ORTHO HEIGHT -   302.973 (meters)      994.00  (feet) ADJUSTED
 DP1920  ______________________________________________________________________
 DP1920  GEOID HEIGHT    -        -26.837 (meters)                     GEOID18
 DP1920  NAD 83(2011) X  -   -288,128.379 (meters)                     COMP
 DP1920  NAD 83(2011) Y  - -4,519,061.563 (meters)                     COMP
 DP1920  NAD 83(2011) Z  -  4,477,067.952 (meters)                     COMP
 DP1920  LAPLACE CORR    -          4.88  (seconds)                    DEFLEC18
 DP1920  DYNAMIC HEIGHT  -        302.966 (meters)      993.98  (feet) COMP
 DP1920  MODELED GRAVITY -    980,585.2   (mgal)                       NAVD 88
 DP1920
 DP1920  VERT ORDER      -  SECOND    CLASS I
 DP1920
 DP1920  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DP1920  Standards:
 DP1920         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DP1920            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DP1920  -------------------------------------------------------------------
 DP1920  NETWORK    0.59   0.63           0.27   0.20   0.32     -0.08783186
 DP1920  -------------------------------------------------------------------
 DP1920  Click here for local accuracies and other accuracy information.
 DP1920
 DP1920.The horizontal coordinates were established by GPS observations
 DP1920.and adjusted by the MN DEPT OF TRANSP in February 2014.
 DP1920
 DP1920.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DP1920.been affixed to the stable North American tectonic plate. See 
 DP1920.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DP1920
 DP1920.The horizontal coordinates are valid at the epoch date displayed above
 DP1920.which is a decimal equivalence of Year/Month/Day.
 DP1920
 DP1920.The orthometric height was determined by differential leveling and
 DP1920.adjusted by the NATIONAL GEODETIC SURVEY
 DP1920.in May 2020.
 DP1920
 DP1920.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP1920.GEOID18 height accuracy estimate available here.
 DP1920
 DP1920.Click photographs - Photos may exist for this station.
 DP1920
 DP1920.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DP1920
 DP1920.The Laplace correction was computed from DEFLEC18 derived deflections.
 DP1920
 DP1920.The ellipsoidal height was determined by GPS observations
 DP1920.and is referenced to NAD 83.
 DP1920
 DP1920.The dynamic height is computed by dividing the NAVD 88
 DP1920.geopotential number by the normal gravity value computed on the
 DP1920.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP1920.degrees latitude (g = 980.6199 gals.).
 DP1920
 DP1920.The modeled gravity was interpolated from observed gravity values.
 DP1920
 DP1920. The following values were computed from the NAD 83(2011) position.
 DP1920
 DP1920;                    North         East     Units Scale Factor Converg.
 DP1920;SPC MN S     -   307,490.254   827,804.571   MT  0.99994234   +0 14 47.8
 DP1920;SPC MN S     - 1,008,824.27  2,715,888.83   sFT  0.99994234   +0 14 47.8
 DP1920;UTM  15      - 4,968,363.542   448,797.503   MT  0.99963224   -0 27 26.1
 DP1920
 DP1920!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DP1920!SPC MN S     -   0.99995670  x   0.99994234  =   0.99989905
 DP1920!UTM  15      -   0.99995670  x   0.99963224  =   0.99958896
 DP1920
 DP1920:                Primary Azimuth Mark                     Grid Az
 DP1920:SPC MN S     -  1002 BH                                  218 16 10.4
 DP1920:UTM  15      -  1002 BH                                  218 58 24.3
 DP1920
 DP1920_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK4879768363(NAD 83)
 DP1920
 DP1920|---------------------------------------------------------------------|
 DP1920| PID    Reference Object                     Distance      Geod. Az  |
 DP1920|                                                           dddmmss.s |
 DP1920| DO5272 1002 BH                             APPROX. 1.0 KM 2183058.2 |
 DP1920|---------------------------------------------------------------------|
 DP1920
 DP1920                          SUPERSEDED SURVEY CONTROL
 DP1920
 DP1920  NAVD 88 (09/20/16)  302.980  (m)          994.03   (f) SUPERSEDED  2 1
 DP1920  NAVD 88 (02/26/14)  302.98   (m)  GEOID12A model used  GPS OBS        
 DP1920
 DP1920.Superseded values are not recommended for survey control.
 DP1920
 DP1920.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DP1920.See file dsdata.pdf to determine how the superseded data were derived.
 DP1920
 DP1920_MARKER: I = METAL ROD
 DP1920_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DP1920_STAMPING: 1002 AT RESET 2013
 DP1920_MARK LOGO: MNDT
 DP1920_PROJECTION: RECESSED 10 CENTIMETERS
 DP1920_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DP1920_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DP1920_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP1920+SATELLITE: SATELLITE OBSERVATIONS - November 17, 2025
 DP1920_ROD/PIPE-DEPTH: 9.1 meters
 DP1920
 DP1920  HISTORY     - Date     Condition        Report By
 DP1920  HISTORY     - 20131001 MONUMENTED       MNDT
 DP1920  HISTORY     - 20200406 GOOD             MNDT
 DP1920  HISTORY     - 20251117 GOOD             MNDT
 DP1920
 DP1920                          STATION DESCRIPTION
 DP1920
 DP1920'DESCRIBED BY MN DEPT OF TRANSP 2013
 DP1920'0.6 MILE NORTHEAST OF VICTORIA, 0.91 MILE NORTHEAST ALONG TRUNK
 DP1920'HIGHWAY 5 FROM JUNCTION OF TRUNK HIGHWAY 5 AND SHADY OAK ROAD IN
 DP1920'VICTORIA, 2.65 MILES WEST OF JUNCTION OF TRUNK HIGHWAY 5 AND TRUNK
 DP1920'HIGHWAY 41, AT TRUNK HIGHWAY 5 MILE POINT 39.8, 74.0 FEET NORTHWEST OF
 DP1920'TRUNK HIGHWAY 5, 1.0 FOOT SOUTHEAST OF RIGHT-OF-WAY POST, 1.0 FOOT
 DP1920'SOUTHEAST OF WITNESS POST.
 DP1920
 DP1920                          STATION RECOVERY (2020)
 DP1920
 DP1920'RECOVERY NOTE BY MN DEPT OF TRANSP 2020 (TJD)
 DP1920'RECOVERED IN GOOD CONDITION.
 DP1920
 DP1920                          STATION RECOVERY (2025)
 DP1920
 DP1920'RECOVERY NOTE BY MN DEPT OF TRANSP 2025 (KMS)
 DP1920'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 AE5188 ***********************************************************************
 AE5188  DESIGNATION -  1002 AV
 AE5188  PID         -  AE5188
 AE5188  STATE/COUNTY-  MN/CARVER
 AE5188  COUNTRY     -  US
 AE5188  USGS QUAD   -  SHAKOPEE (2019)
 AE5188
 AE5188                         *CURRENT SURVEY CONTROL
 AE5188  ______________________________________________________________________
 AE5188* NAD 83(1986) POSITION- 44 51 44.35   (N) 093 31 17.80   (W)   HD_HELD1
 AE5188* NAVD 88 ORTHO HEIGHT -   285.207 (meters)      935.72  (feet) ADJUSTED
 AE5188  ______________________________________________________________________
 AE5188  GEOID HEIGHT    -        -26.786 (meters)                     GEOID18
 AE5188  DYNAMIC HEIGHT  -        285.201 (meters)      935.70  (feet) COMP
 AE5188  MODELED GRAVITY -    980,590.0   (mgal)                       NAVD 88
 AE5188
 AE5188  VERT ORDER      -  SECOND    CLASS I
 AE5188
 AE5188.The horizontal coordinates were determined by differentially corrected
 AE5188.hand held GPS observations or other comparable positioning techniques
 AE5188.and have an estimated accuracy of +/- 3 meters.
 AE5188
 AE5188.The orthometric height was determined by differential leveling and
 AE5188.adjusted by the NATIONAL GEODETIC SURVEY
 AE5188.in May 2020.
 AE5188
 AE5188.Significant digits in the geoid height do not necessarily reflect accuracy.
 AE5188.GEOID18 height accuracy estimate available here.
 AE5188
 AE5188.Click photographs - Photos may exist for this station.
 AE5188
 AE5188.The dynamic height is computed by dividing the NAVD 88
 AE5188.geopotential number by the normal gravity value computed on the
 AE5188.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE5188.degrees latitude (g = 980.6199 gals.).
 AE5188
 AE5188.The modeled gravity was interpolated from observed gravity values.
 AE5188
 AE5188;                    North         East    Units  Estimated Accuracy
 AE5188;SPC MN S     -   307,037.7     837,807.3     MT  (+/- 3 meters HH1 GPS) 
 AE5188
 AE5188_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK5879067788(NAD 83)
 AE5188
 AE5188                          SUPERSEDED SURVEY CONTROL
 AE5188
 AE5188  NAVD 88 (11/23/99)  285.206  (m)          935.71   (f) SUPERSEDED  2 1
 AE5188
 AE5188.Superseded values are not recommended for survey control.
 AE5188
 AE5188.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE5188.See file dsdata.pdf to determine how the superseded data were derived.
 AE5188
 AE5188_MARKER: DV = VERTICAL CONTROL DISK
 AE5188_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 AE5188_SP_SET: FOOTING
 AE5188_STAMPING: 1002 AV 1992
 AE5188_MARK LOGO: MNDT
 AE5188_MAGNETIC: N = NO MAGNETIC MATERIAL
 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 - October 26, 2019
 AE5188
 AE5188  HISTORY     - Date     Condition        Report By
 AE5188  HISTORY     - 19920727 MONUMENTED       MNDT
 AE5188  HISTORY     - 20030725 GOOD             USPSQD
 AE5188  HISTORY     - 20110728 GOOD             MNDT
 AE5188  HISTORY     - 20130930 GOOD             MNDT
 AE5188  HISTORY     - 20191026 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.
 AE5188
 AE5188                          STATION RECOVERY (2011)
 AE5188
 AE5188'RECOVERY NOTE BY MN DEPT OF TRANSP 2011 (AKJ)
 AE5188'THE VERTICAL CONTROL MARK IS LOCATED ABOUT 4.4 MI (7.1 KM) NORTH OF
 AE5188'SHAKOPEE, 3.6 MI (5.8 KM) SOUTHEAST OF EXCELSIOR AND 2.6 MI (4.2 KM)
 AE5188'WEST-NORTHWEST OF EDEN PRAIRIE.
 AE5188'
 AE5188'0.5 MILE EAST OF CHANHASSEN, 0.5 MI (0.8 KM) EAST ALONG TRUNK HIGHWAY
 AE5188'5 FROM THE JUNCTION OF TRUNK HIGHWAY 5 AND TRUNK HIGHWAY 101 IN
 AE5188'CHANHASSEN, AT TRUNK HIGHWAY 5 MILE POINT 46.2.
 AE5188'
 AE5188'THE VERTICAL CONTROL MARK IS FOUND IN THE SOUTH SIDE OF CONCRETE BASE
 AE5188'OF POWER LINE POLE, 55.5 FT (16.9 M) NORTH OF WESTBOUND TRUNK HIGHWAY
 AE5188'5, 26.5 FT (8.1 M) SOUTH OF FRONTAGE ROAD AND 3.2 FT (1.0 M) SOUTH OF
 AE5188'THE HIGH TENSION POLE NUMBERED 30.
 AE5188
 AE5188                          STATION RECOVERY (2013)
 AE5188
 AE5188'RECOVERY NOTE BY MN DEPT OF TRANSP 2013 (KMS)
 AE5188'RECOVERED AS DESCRIBED.
 AE5188
 AE5188                          STATION RECOVERY (2019)
 AE5188
 AE5188'RECOVERY NOTE BY US POWER SQUADRON 2019 (SMB)
 AE5188'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 AE5187 ***********************************************************************
 AE5187  DESIGNATION -  1002 AW
 AE5187  PID         -  AE5187
 AE5187  STATE/COUNTY-  MN/CARVER
 AE5187  COUNTRY     -  US
 AE5187  USGS QUAD   -  SHAKOPEE (2019)
 AE5187
 AE5187                         *CURRENT SURVEY CONTROL
 AE5187  ______________________________________________________________________
 AE5187* NAD 83(1986) POSITION- 44 51 32.81   (N) 093 32 27.85   (W)   HD_HELD1
 AE5187* NAVD 88 ORTHO HEIGHT -   300.660 (meters)      986.42  (feet) ADJUSTED
 AE5187  ______________________________________________________________________
 AE5187  GEOID HEIGHT    -        -26.768 (meters)                     GEOID18
 AE5187  DYNAMIC HEIGHT  -        300.656 (meters)      986.40  (feet) COMP
 AE5187  MODELED GRAVITY -    980,592.8   (mgal)                       NAVD 88
 AE5187
 AE5187  VERT ORDER      -  SECOND    CLASS I
 AE5187
 AE5187.The horizontal coordinates were determined by differentially corrected
 AE5187.hand held GPS observations or other comparable positioning techniques
 AE5187.and have an estimated accuracy of +/- 3 meters.
 AE5187
 AE5187.The orthometric height was determined by differential leveling and
 AE5187.adjusted by the NATIONAL GEODETIC SURVEY
 AE5187.in May 2020.
 AE5187
 AE5187.Significant digits in the geoid height do not necessarily reflect accuracy.
 AE5187.GEOID18 height accuracy estimate available here.
 AE5187
 AE5187.Click photographs - Photos may exist for this station.
 AE5187
 AE5187.The dynamic height is computed by dividing the NAVD 88
 AE5187.geopotential number by the normal gravity value computed on the
 AE5187.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE5187.degrees latitude (g = 980.6199 gals.).
 AE5187
 AE5187.The modeled gravity was interpolated from observed gravity values.
 AE5187
 AE5187;                    North         East    Units  Estimated Accuracy
 AE5187;SPC MN S     -   306,672.6     836,271.5     MT  (+/- 3 meters HH1 GPS) 
 AE5187
 AE5187_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK5725167442(NAD 83)
 AE5187
 AE5187                          SUPERSEDED SURVEY CONTROL
 AE5187
 AE5187  NAVD 88 (11/23/99)  300.661  (m)          986.42   (f) SUPERSEDED  2 1
 AE5187
 AE5187.Superseded values are not recommended for survey control.
 AE5187
 AE5187.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE5187.See file dsdata.pdf to determine how the superseded data were derived.
 AE5187
 AE5187_MARKER: DV = VERTICAL CONTROL DISK
 AE5187_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AE5187_SP_SET: BRIDGE RAILING
 AE5187_STAMPING: 1002 AW 1992
 AE5187_MARK LOGO: MNDT
 AE5187_MAGNETIC: N = NO MAGNETIC MATERIAL
 AE5187_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AE5187_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AE5187+SATELLITE: SATELLITE OBSERVATIONS - September 30, 2013
 AE5187
 AE5187  HISTORY     - Date     Condition        Report By
 AE5187  HISTORY     - 19920727 MONUMENTED       MNDT
 AE5187  HISTORY     - 20021016 MARK NOT FOUND   USPSQD
 AE5187  HISTORY     - 20080523 GOOD             MNDT
 AE5187  HISTORY     - 20130930 GOOD             MNDT
 AE5187
 AE5187                          STATION DESCRIPTION
 AE5187
 AE5187'DESCRIBED BY MN DEPT OF TRANSP 1992 (HTS)
 AE5187'0.5 MI (0.8 KM) SW OF CHANHASSEN, 0.5 MI (0.8 KM) WEST ALONG TH 5 FROM
 AE5187'THE JCT OF TH 5 AND TH 101, AT TH 5 MP 45.2, 18.5 FT (5.6 M) SOUTH OF
 AE5187'WB TH 5, 4.1 FT (1.2 M) WEST OF THE EAST END OF A BRDG RAILING.
 AE5187
 AE5187                          STATION RECOVERY (2002)
 AE5187
 AE5187'RECOVERY NOTE BY US POWER SQUADRON 2002 (SL)
 AE5187'MARK NOT FOUND.
 AE5187
 AE5187                          STATION RECOVERY (2008)
 AE5187
 AE5187'RECOVERY NOTE BY MN DEPT OF TRANSP 2008 (JBG)
 AE5187'RECOVERED AS DESCRIBED.
 AE5187
 AE5187                          STATION RECOVERY (2013)
 AE5187
 AE5187'RECOVERY NOTE BY MN DEPT OF TRANSP 2013 (KMS)
 AE5187'0.5 MILE SOUTHWEST OF CHANHASSEN, 0.5 MILE WEST ALONG TRUNK HIGHWAY 5
 AE5187'FROM JUNCTION OF TRUNK HIGHWAY 5 AND TRUNK HIGHWAY 101 IN CHANHASSEN,
 AE5187'AT TRUNK HIGHWAY 5 MILEPOINT 45.2, IN SOUTHEAST CORNER OF TRUNK
 AE5187'HIGHWAY 5 BRIDGE NUMBER 10010 OVER RAILROAD TRACKS, 18.5 FEET SOUTH OF
 AE5187'WESTBOUND TRUNK HIGHWAY 5, 4.1 FEET WEST OF EAST END OF BRIDGE
 AE5187'RAILING.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DN6842 ***********************************************************************
 DN6842  DESIGNATION -  1002 AW 1
 DN6842  PID         -  DN6842
 DN6842  STATE/COUNTY-  MN/CARVER
 DN6842  COUNTRY     -  US
 DN6842  USGS QUAD   -  SHAKOPEE (2019)
 DN6842
 DN6842                         *CURRENT SURVEY CONTROL
 DN6842  ______________________________________________________________________
 DN6842* NAD 83(1986) POSITION- 44 51 28.63   (N) 093 32 11.90   (W)   HD_HELD1
 DN6842* NAVD 88 ORTHO HEIGHT -   292.338 (meters)      959.11  (feet) ADJUSTED
 DN6842  ______________________________________________________________________
 DN6842  GEOID HEIGHT    -        -26.772 (meters)                     GEOID18
 DN6842  DYNAMIC HEIGHT  -        292.334 (meters)      959.10  (feet) COMP
 DN6842  MODELED GRAVITY -    980,592.3   (mgal)                       NAVD 88
 DN6842
 DN6842  VERT ORDER      -  SECOND    CLASS I
 DN6842
 DN6842.The horizontal coordinates were determined by differentially corrected
 DN6842.hand held GPS observations or other comparable positioning techniques
 DN6842.and have an estimated accuracy of +/- 3 meters.
 DN6842
 DN6842.The orthometric height was determined by differential leveling and
 DN6842.adjusted by the NATIONAL GEODETIC SURVEY
 DN6842.in May 2020.
 DN6842
 DN6842.Significant digits in the geoid height do not necessarily reflect accuracy.
 DN6842.GEOID18 height accuracy estimate available here.
 DN6842
 DN6842.Click photographs - Photos may exist for this station.
 DN6842
 DN6842.The dynamic height is computed by dividing the NAVD 88
 DN6842.geopotential number by the normal gravity value computed on the
 DN6842.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN6842.degrees latitude (g = 980.6199 gals.).
 DN6842
 DN6842.The modeled gravity was interpolated from observed gravity values.
 DN6842
 DN6842;                    North         East    Units  Estimated Accuracy
 DN6842;SPC MN S     -   306,545.6     836,622.4     MT  (+/- 3 meters HH1 GPS) 
 DN6842
 DN6842_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK5760067311(NAD 83)
 DN6842
 DN6842                          SUPERSEDED SURVEY CONTROL
 DN6842
 DN6842  NAVD 88 (08/01/13)  292.339  (m)          959.12   (f) SUPERSEDED  2 1
 DN6842
 DN6842.Superseded values are not recommended for survey control.
 DN6842
 DN6842.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN6842.See file dsdata.pdf to determine how the superseded data were derived.
 DN6842
 DN6842_MARKER: DD = SURVEY DISK
 DN6842_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DN6842_SP_SET: CONCRETE FOOTING
 DN6842_STAMPING: 1002 AW 1 2010
 DN6842_MARK LOGO: MNDT
 DN6842_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DN6842_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DN6842_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DN6842+SATELLITE: SATELLITE OBSERVATIONS - October 01, 2013
 DN6842
 DN6842  HISTORY     - Date     Condition        Report By
 DN6842  HISTORY     - 20100802 MONUMENTED       MNDT
 DN6842  HISTORY     - 20120912 GOOD             MNDT
 DN6842  HISTORY     - 20131001 GOOD             MNDT
 DN6842
 DN6842                          STATION DESCRIPTION
 DN6842
 DN6842'DESCRIBED BY MN DEPT OF TRANSP 2010
 DN6842'THE STATION IS LOCATED IN CHANHASSEN.
 DN6842'
 DN6842'TO REACH THE MARK AT THE JUNCTION OF TRUNK HIGHWAY 5 AND TRUNK HIGHWAY
 DN6842'101 IN CHANHASSEN, AT TRUNK HIGHWAY 5 MILE POINT 45.5, IN CONCRETE
 DN6842'BASE OF ELECTRICAL CABINET.
 DN6842'
 DN6842'IT IS 61.7 FT (18.8 M) SOUTH OF WESTBOUND TRUNK HIGHWAY 5, 65.1 FT
 DN6842'(19.8 M) WEST OF TRUNK HIGHWAY 101.  DISK SET IN A DRILL HOLE.
 DN6842
 DN6842                          STATION RECOVERY (2012)
 DN6842
 DN6842'RECOVERY NOTE BY MN DEPT OF TRANSP 2012 (DAS)
 DN6842'IN CHANHASSEN, AT THE JUNCTION OF TRUNK HIGHWAY 5 AND TRUNK HIGHWAY
 DN6842'101 IN CHANHASSEN, AT TRUNK HIGHWAY 5 MILE POINT 45.5, IN CONCRETE
 DN6842'BASE OF ELECTRICAL CABINET, 61.7 FT (18.8 M) SOUTH OF WESTBOUND TRUNK
 DN6842'HIGHWAY 5, 65.1 FT (19.8 M) WEST OF TRUNK HIGHWAY 101.
 DN6842
 DN6842                          STATION RECOVERY (2013)
 DN6842
 DN6842'RECOVERY NOTE BY MN DEPT OF TRANSP 2013 (MPP)
 DN6842'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DO5273 ***********************************************************************
 DO5273  DESIGNATION -  1002 AY
 DO5273  PID         -  DO5273
 DO5273  STATE/COUNTY-  MN/CARVER
 DO5273  COUNTRY     -  US
 DO5273  USGS QUAD   -  SHAKOPEE (2019)
 DO5273
 DO5273                         *CURRENT SURVEY CONTROL
 DO5273  ______________________________________________________________________
 DO5273* NAD 83(1986) POSITION- 44 51 48.74   (N) 093 35 50.61   (W)   HD_HELD1
 DO5273* NAVD 88 ORTHO HEIGHT -   302.171 (meters)      991.37  (feet) ADJUSTED
 DO5273  ______________________________________________________________________
 DO5273  GEOID HEIGHT    -        -26.765 (meters)                     GEOID18
 DO5273  DYNAMIC HEIGHT  -        302.166 (meters)      991.36  (feet) COMP
 DO5273  MODELED GRAVITY -    980,593.5   (mgal)                       NAVD 88
 DO5273
 DO5273  VERT ORDER      -  SECOND    CLASS I
 DO5273
 DO5273.The horizontal coordinates were determined by differentially corrected
 DO5273.hand held GPS observations or other comparable positioning techniques
 DO5273.and have an estimated accuracy of +/- 3 meters.
 DO5273
 DO5273.The orthometric height was determined by differential leveling and
 DO5273.adjusted by the NATIONAL GEODETIC SURVEY
 DO5273.in May 2020.
 DO5273
 DO5273.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO5273.GEOID18 height accuracy estimate available here.
 DO5273
 DO5273.Click photographs - Photos may exist for this station.
 DO5273
 DO5273.The dynamic height is computed by dividing the NAVD 88
 DO5273.geopotential number by the normal gravity value computed on the
 DO5273.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO5273.degrees latitude (g = 980.6199 gals.).
 DO5273
 DO5273.The modeled gravity was interpolated from observed gravity values.
 DO5273
 DO5273;                    North         East    Units  Estimated Accuracy
 DO5273;SPC MN S     -   307,140.9     831,817.7     MT  (+/- 3 meters HH1 GPS) 
 DO5273
 DO5273_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK5280467965(NAD 83)
 DO5273
 DO5273                          SUPERSEDED SURVEY CONTROL
 DO5273
 DO5273  NAVD 88 (09/20/16)  302.174  (m)          991.38   (f) SUPERSEDED  2 1
 DO5273  NAVD 88 (08/01/13)  302.185  (m)          991.42   (f) SUPERSEDED  2 1
 DO5273
 DO5273.Superseded values are not recommended for survey control.
 DO5273
 DO5273.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DO5273.See file dsdata.pdf to determine how the superseded data were derived.
 DO5273
 DO5273_MARKER: DD = SURVEY DISK
 DO5273_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DO5273_SP_SET: SIGNAL LIGHT BASE
 DO5273_STAMPING: 1002 AY 2008
 DO5273_MARK LOGO: MNDT
 DO5273_PROJECTION: FLUSH
 DO5273_MAGNETIC: N = NO MAGNETIC MATERIAL
 DO5273_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DO5273_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DO5273+SATELLITE: SATELLITE OBSERVATIONS - November 17, 2025
 DO5273
 DO5273  HISTORY     - Date     Condition        Report By
 DO5273  HISTORY     - 20080505 MONUMENTED       MNDT
 DO5273  HISTORY     - 20110803 GOOD             MNDT
 DO5273  HISTORY     - 20131001 GOOD             MNDT
 DO5273  HISTORY     - 20231007 GOOD             USPSQD
 DO5273  HISTORY     - 20251117 GOOD             MNDT
 DO5273
 DO5273                          STATION DESCRIPTION
 DO5273
 DO5273'DESCRIBED BY MN DEPT OF TRANSP 2011 (EMS)
 DO5273'THE GEODETIC CONTROL MARK IS LOCATED ABOUT 5.7 MI (9.2 KM) NORTHWEST
 DO5273'OF SHAKOPEE, 3.2 MI (5.1 KM) EAST OF VICTORIA AND 3.1 MI (5.0 KM)
 DO5273'SOUTH-SOUTHWEST OF EXCELSIOR.
 DO5273'
 DO5273'IN CHANHASSEN, 3.24 MI (5.2 KM) WEST ALONG TRUNK HIGHWAY 5 FROM THE
 DO5273'JUNCTION OF TRUNK HIGHWAY 5 AND TRUNK HIGHWAY 101, THEN 0.03 MI (0.0
 DO5273'KM) NORTH ON TRUNK HIGHWAY 41.
 DO5273'
 DO5273'THE GEODETIC CONTROL MARK IS IN WEST CORNER OF TRUNK HIGHWAY 5 SIGN
 DO5273'BASE, AT THE JUNCTION OF TRUNK HIGHWAY 5 AND TRUNK HIGHWAY 41 IN
 DO5273'CHANHASSEN, 40.2 FT (12.3 M) WEST OF SOUTHBOUND TRUNK HIGHWAY 41 AND
 DO5273'34.5 FT (10.5 M) NORTH OF WESTBOUND TRUNK HIGHWAY 5.
 DO5273
 DO5273                          STATION RECOVERY (2013)
 DO5273
 DO5273'RECOVERY NOTE BY MN DEPT OF TRANSP 2013 (KMS)
 DO5273'RECOVERED AS DESCRIBED.
 DO5273
 DO5273                          STATION RECOVERY (2023)
 DO5273
 DO5273'RECOVERY NOTE BY US POWER SQUADRON 2023 (SMT)
 DO5273'RECOVERED IN GOOD CONDITION.
 DO5273
 DO5273                          STATION RECOVERY (2025)
 DO5273
 DO5273'RECOVERY NOTE BY MN DEPT OF TRANSP 2025 (KMS)
 DO5273'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DP7094 ***********************************************************************
 DP7094  DESIGNATION -  1002 AZ
 DP7094  PID         -  DP7094
 DP7094  STATE/COUNTY-  MN/CARVER
 DP7094  COUNTRY     -  US
 DP7094  USGS QUAD   -  SHAKOPEE (2019)
 DP7094
 DP7094                         *CURRENT SURVEY CONTROL
 DP7094  ______________________________________________________________________
 DP7094* NAD 83(1986) POSITION- 44 51 48.17   (N) 093 34 55.60   (W)   HD_HELD1
 DP7094* NAVD 88 ORTHO HEIGHT -   293.629 (meters)      963.35  (feet) ADJUSTED
 DP7094  ______________________________________________________________________
 DP7094  GEOID HEIGHT    -        -26.758 (meters)                     GEOID18
 DP7094  DYNAMIC HEIGHT  -        293.625 (meters)      963.33  (feet) COMP
 DP7094  MODELED GRAVITY -    980,594.3   (mgal)                       NAVD 88
 DP7094
 DP7094  VERT ORDER      -  SECOND    CLASS I
 DP7094
 DP7094.The horizontal coordinates were determined by differentially corrected
 DP7094.hand held GPS observations or other comparable positioning techniques
 DP7094.and have an estimated accuracy of +/- 3 meters.
 DP7094
 DP7094.The orthometric height was determined by differential leveling and
 DP7094.adjusted by the NATIONAL GEODETIC SURVEY
 DP7094.in May 2020.
 DP7094
 DP7094.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP7094.GEOID18 height accuracy estimate available here.
 DP7094
 DP7094.Click photographs - Photos may exist for this station.
 DP7094
 DP7094.The dynamic height is computed by dividing the NAVD 88
 DP7094.geopotential number by the normal gravity value computed on the
 DP7094.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP7094.degrees latitude (g = 980.6199 gals.).
 DP7094
 DP7094.The modeled gravity was interpolated from observed gravity values.
 DP7094
 DP7094;                    North         East    Units  Estimated Accuracy
 DP7094;SPC MN S     -   307,129.4     833,025.4     MT  (+/- 3 meters HH1 GPS) 
 DP7094
 DP7094_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK5401167938(NAD 83)
 DP7094
 DP7094                          SUPERSEDED SURVEY CONTROL
 DP7094
 DP7094  NAVD 88 (09/20/16)  293.632  (m)          963.36   (f) SUPERSEDED  2 1
 DP7094
 DP7094.Superseded values are not recommended for survey control.
 DP7094
 DP7094.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DP7094.See file dsdata.pdf to determine how the superseded data were derived.
 DP7094
 DP7094_MARKER: DD = SURVEY DISK
 DP7094_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DP7094_SP_SET: POWER POLE FOOTING
 DP7094_STAMPING: 1002 AZ 2008
 DP7094_MARK LOGO: MNDT
 DP7094_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DP7094_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DP7094_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DP7094+SATELLITE: SATELLITE OBSERVATIONS - October 07, 2023
 DP7094
 DP7094  HISTORY     - Date     Condition        Report By
 DP7094  HISTORY     - 20080408 MONUMENTED       MNDT
 DP7094  HISTORY     - 20131001 GOOD             MNDT
 DP7094  HISTORY     - 20231007 GOOD             USPSQD
 DP7094
 DP7094                          STATION DESCRIPTION
 DP7094
 DP7094'DESCRIBED BY MN DEPT OF TRANSP 2013 (KMS)
 DP7094'THE STATION IS LOCATED ABOUT 5.3 MI (8.5 KM) NORTH-NORTHWEST OF
 DP7094'SHAKOPEE, 3.9 MI (6.3 KM) EAST OF VICTORIA AND 2.9 MI (4.7 KM)
 DP7094'SOUTH-SOUTHWEST OF EXCELSIOR.
 DP7094'
 DP7094'TO REACH THE MARK GO 2.52 MI (4.1 KM) WEST ON TRUNK HIGHWAY 5  FROM
 DP7094'THE JUNCTION OF TRUNK HIGHWAY 5 AND TRUNK HIGHWAY 101 IN CHANHASSEN,
 DP7094'0.75 MI (1.2 KM) EAST OF THE JUNCTION TRUNK HIGHWAY 5 AND TRUNK
 DP7094'HIGHWAY 41, AT TRUNK HIGHWAY 5 MILE POINT 43.15.
 DP7094'
 DP7094'THE MARK IS LOCATED 110.0 FT (33.5 M) NORTH OF TRUNK HIGHWAY 5, 57.2
 DP7094'FT (17.4 M) WEST-NORTHWEST OF RIGHT-OF-WAY POST, 8.6 FT (2.6 M) NORTH
 DP7094'OF A FENCE CORNER, IN SOUTH SIDE OF HIGH POWER OVERHEAD ELECTRIC POLE
 DP7094'NUMBER 054 BASE.
 DP7094
 DP7094                          STATION RECOVERY (2023)
 DP7094
 DP7094'RECOVERY NOTE BY US POWER SQUADRON 2023 (SMT)
 DP7094'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 PP2000 ***********************************************************************
 PP2000  DESIGNATION -  1002 B
 PP2000  PID         -  PP2000
 PP2000  STATE/COUNTY-  MN/CARVER
 PP2000  COUNTRY     -  US
 PP2000  USGS QUAD   -  NORWOOD (2019)
 PP2000
 PP2000                         *CURRENT SURVEY CONTROL
 PP2000  ______________________________________________________________________
 PP2000* NAD 83(1986) POSITION- 44 48 07.48   (N) 093 53 18.99   (W)   HD_HELD1
 PP2000* NAVD 88 ORTHO HEIGHT -   295.527 (meters)      969.57  (feet) ADJUSTED
 PP2000  ______________________________________________________________________
 PP2000  GEOID HEIGHT    -        -27.384 (meters)                     GEOID18
 PP2000  DYNAMIC HEIGHT  -        295.502 (meters)      969.49  (feet) COMP
 PP2000  MODELED GRAVITY -    980,526.0   (mgal)                       NAVD 88
 PP2000
 PP2000  VERT ORDER      -  SECOND    CLASS I
 PP2000
 PP2000.The horizontal coordinates were determined by differentially corrected
 PP2000.hand held GPS observations or other comparable positioning techniques
 PP2000.and have an estimated accuracy of +/- 3 meters.
 PP2000
 PP2000.The orthometric height was determined by differential leveling and
 PP2000.adjusted by the NATIONAL GEODETIC SURVEY
 PP2000.in May 2020.
 PP2000
 PP2000.Significant digits in the geoid height do not necessarily reflect accuracy.
 PP2000.GEOID18 height accuracy estimate available here.
 PP2000
 PP2000.Click photographs - Photos may exist for this station.
 PP2000
 PP2000.The dynamic height is computed by dividing the NAVD 88
 PP2000.geopotential number by the normal gravity value computed on the
 PP2000.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP2000.degrees latitude (g = 980.6199 gals.).
 PP2000
 PP2000.The modeled gravity was interpolated from observed gravity values.
 PP2000
 PP2000;                    North         East    Units  Estimated Accuracy
 PP2000;SPC MN S     -   300,238.9     808,812.5     MT  (+/- 3 meters HH1 GPS) 
 PP2000
 PP2000_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK2972361348(NAD 83)
 PP2000
 PP2000                          SUPERSEDED SURVEY CONTROL
 PP2000
 PP2000  NAVD 88 (08/01/13)  295.541  (m)          969.62   (f) SUPERSEDED  2 1
 PP2000  NAVD 88 (06/15/91)  295.542  (m)          969.62   (f) SUPERSEDED  2 0
 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
 PP2000.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PP2000.See file dsdata.pdf to determine how the superseded data were derived.
 PP2000
 PP2000_MARKER: DB = BENCH MARK DISK
 PP2000_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 PP2000_SP_SET: CULVERT
 PP2000_STAMPING: 1002 B 1949
 PP2000_MARK LOGO: MNHD
 PP2000_MAGNETIC: N = NO MAGNETIC MATERIAL
 PP2000_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PP2000+STABILITY: SURFACE MOTION
 PP2000_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 PP2000+SATELLITE: SATELLITE OBSERVATIONS - August 18, 2011
 PP2000
 PP2000  HISTORY     - Date     Condition        Report By
 PP2000  HISTORY     - 19490401 MONUMENTED       MNHD
 PP2000  HISTORY     - 1972     GOOD             MNDT
 PP2000  HISTORY     - 1987     POOR             USPSQD
 PP2000  HISTORY     - 20080527 GOOD             MNDT
 PP2000  HISTORY     - 20110818 GOOD             MNDT
 PP2000
 PP2000                          STATION DESCRIPTION
 PP2000
 PP2000'DESCRIBED BY MN DEPT OF TRANSP 1972
 PP2000'2.0 MI NE FROM YOUNG AMERICA.
 PP2000'MARK IS LOCATED 1.85 MILES NORTHEAST ALONG TH 5 FROM THE JUNCTION OF
 PP2000'TH 5 AND COUNTY ROAD 34 IN YOUNG AMERICA, THENCE, 0.2 MILES EAST ALONG
 PP2000'TH 5, 22 FEET SOUTH OF AND 2 FEET LOWER THAN THE CENTERLINE OF TH 5 AT
 PP2000'MILE POINT 26.4 (STATION 24+35), IN THE SOUTHEAST CORNER (HEADWALL) OF
 PP2000'A BOX CULVERT UNDER TH 5 AT A SMALL CREEK.  NW 1/4 SECTION 6, T 115, R
 PP2000'25.
 PP2000
 PP2000                          STATION RECOVERY (1987)
 PP2000
 PP2000'RECOVERY NOTE BY US POWER SQUADRON 1987 (WHB)
 PP2000'MARK RECOVERED IN POOR CONDITION.
 PP2000
 PP2000                          STATION RECOVERY (2008)
 PP2000
 PP2000'RECOVERY NOTE BY MN DEPT OF TRANSP 2008 (JBG)
 PP2000'THE STATION IS LOCATED 1.9 MI (3.1 KM) NORTHEAST OF NORWOOD YOUNG
 PP2000'AMERICA.
 PP2000'
 PP2000'1.99 MI (3.2 KM) NORTHEAST ON TRUNK HIGHWAY 5 FROM THE JUNCTION OF
 PP2000'TRUNK HIGHWAY 5 AND COUNTY ROAD 34 IN NORWOOD YOUNG AMERICA, AT TRUNK
 PP2000'HIGHWAY 5 MILE POINT 26.4, AT SALEM AVENUE IN SOUTHEAST HEADWALL OF
 PP2000'TRUNK HIGHWAY 5 BOX CULVERT AT SMALL CREEK.
 PP2000'
 PP2000'IT IS 730 FT (222.5 M) NORTH-NORTHEAST OF THE JUNCTION TRUNK HIGHWAY
 PP2000'25 AND TRUNK HIGHWAY 5, 22 FT (6.7 M) SOUTH OF TRUNK HIGHWAY 5.
 PP2000
 PP2000                          STATION RECOVERY (2011)
 PP2000
 PP2000'RECOVERY NOTE BY MN DEPT OF TRANSP 2011 (AKJ)
 PP2000'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DP7095 ***********************************************************************
 DP7095  DESIGNATION -  1002 BA
 DP7095  PID         -  DP7095
 DP7095  STATE/COUNTY-  MN/CARVER
 DP7095  COUNTRY     -  US
 DP7095  USGS QUAD   -  SHAKOPEE (2019)
 DP7095
 DP7095                         *CURRENT SURVEY CONTROL
 DP7095  ______________________________________________________________________
 DP7095* NAD 83(1986) POSITION- 44 51 47.13   (N) 093 33 42.96   (W)   HD_HELD1
 DP7095* NAVD 88 ORTHO HEIGHT -   295.532 (meters)      969.59  (feet) ADJUSTED
 DP7095  ______________________________________________________________________
 DP7095  GEOID HEIGHT    -        -26.758 (meters)                     GEOID18
 DP7095  DYNAMIC HEIGHT  -        295.528 (meters)      969.58  (feet) COMP
 DP7095  MODELED GRAVITY -    980,594.2   (mgal)                       NAVD 88
 DP7095
 DP7095  VERT ORDER      -  SECOND    CLASS I
 DP7095
 DP7095.The horizontal coordinates were determined by differentially corrected
 DP7095.hand held GPS observations or other comparable positioning techniques
 DP7095.and have an estimated accuracy of +/- 3 meters.
 DP7095
 DP7095.The orthometric height was determined by differential leveling and
 DP7095.adjusted by the NATIONAL GEODETIC SURVEY
 DP7095.in May 2020.
 DP7095
 DP7095.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP7095.GEOID18 height accuracy estimate available here.
 DP7095
 DP7095.Click photographs - Photos may exist for this station.
 DP7095
 DP7095.The dynamic height is computed by dividing the NAVD 88
 DP7095.geopotential number by the normal gravity value computed on the
 DP7095.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP7095.degrees latitude (g = 980.6199 gals.).
 DP7095
 DP7095.The modeled gravity was interpolated from observed gravity values.
 DP7095
 DP7095;                    North         East    Units  Estimated Accuracy
 DP7095;SPC MN S     -   307,105.6     834,620.2     MT  (+/- 3 meters HH1 GPS) 
 DP7095
 DP7095_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK5560567895(NAD 83)
 DP7095
 DP7095                          SUPERSEDED SURVEY CONTROL
 DP7095
 DP7095  NAVD 88 (09/20/16)  295.534  (m)          969.60   (f) SUPERSEDED  2 1
 DP7095
 DP7095.Superseded values are not recommended for survey control.
 DP7095
 DP7095.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DP7095.See file dsdata.pdf to determine how the superseded data were derived.
 DP7095
 DP7095_MARKER: DD = SURVEY DISK
 DP7095_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DP7095_SP_SET: STOP LIGHT BASE
 DP7095_STAMPING: 1002 BA 2008
 DP7095_MARK LOGO: MNDT
 DP7095_MAGNETIC: N = NO MAGNETIC MATERIAL
 DP7095_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DP7095_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DP7095+SATELLITE: SATELLITE OBSERVATIONS - October 01, 2013
 DP7095
 DP7095  HISTORY     - Date     Condition        Report By
 DP7095  HISTORY     - 20080408 MONUMENTED       MNDT
 DP7095  HISTORY     - 20131001 GOOD             MNDT
 DP7095
 DP7095                          STATION DESCRIPTION
 DP7095
 DP7095'DESCRIBED BY MN DEPT OF TRANSP 2013 (KMS)
 DP7095'THE STATION IS LOCATED ABOUT 4.8 MI (7.7 KM) NORTH-NORTHWEST OF
 DP7095'SHAKOPEE, 4.5 MI (7.2 KM) WEST OF EDEN PRAIRIE AND 2.8 MI (4.5 KM)
 DP7095'SOUTH OF EXCELSIOR.
 DP7095'
 DP7095'TO REACH THE MARK GO 1.53 MI (2.5 KM) WEST ON TRUNK HIGHWAY 5  FROM
 DP7095'THE JUNCTION OF TRUNK HIGHWAY 5 AND TRUNK HIGHWAY 101 IN CHANHASSEN,
 DP7095'AT TRUNK HIGHWAY 5 MILE POINT 44.2, 1.8 MI (2.9 KM) EAST OF THE
 DP7095'JUNCTION TRUNK HIGHWAY 5 AND TRUNK HIGHWAY 41.
 DP7095'
 DP7095'THE MARK IS LOCATED 74.9 FT (22.8 M) WEST OF AUDUBON ROAD, 33.2 FT
 DP7095'(10.1 M) NORTH OF WESTBOUND TRUNK HIGHWAY 5, IN EAST SIDE OF NORTHWEST
 DP7095'STOP LIGHT BASE.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DP7097 ***********************************************************************
 DP7097  DESIGNATION -  1002 BB
 DP7097  PID         -  DP7097
 DP7097  STATE/COUNTY-  MN/CARVER
 DP7097  COUNTRY     -  US
 DP7097  USGS QUAD   -  SHAKOPEE (2019)
 DP7097
 DP7097                         *CURRENT SURVEY CONTROL
 DP7097  ______________________________________________________________________
 DP7097* NAD 83(1986) POSITION- 44 51 37.13   (N) 093 31 37.85   (W)   HD_HELD1
 DP7097* NAVD 88 ORTHO HEIGHT -   298.646 (meters)      979.81  (feet) ADJUSTED
 DP7097  ______________________________________________________________________
 DP7097  GEOID HEIGHT    -        -26.781 (meters)                     GEOID18
 DP7097  DYNAMIC HEIGHT  -        298.641 (meters)      979.79  (feet) COMP
 DP7097  MODELED GRAVITY -    980,590.9   (mgal)                       NAVD 88
 DP7097
 DP7097  VERT ORDER      -  SECOND    CLASS I
 DP7097
 DP7097.The horizontal coordinates were determined by differentially corrected
 DP7097.hand held GPS observations or other comparable positioning techniques
 DP7097.and have an estimated accuracy of +/- 3 meters.
 DP7097
 DP7097.The orthometric height was determined by differential leveling and
 DP7097.adjusted by the NATIONAL GEODETIC SURVEY
 DP7097.in May 2020.
 DP7097
 DP7097.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP7097.GEOID18 height accuracy estimate available here.
 DP7097
 DP7097.Click photographs - Photos may exist for this station.
 DP7097
 DP7097.The dynamic height is computed by dividing the NAVD 88
 DP7097.geopotential number by the normal gravity value computed on the
 DP7097.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP7097.degrees latitude (g = 980.6199 gals.).
 DP7097
 DP7097.The modeled gravity was interpolated from observed gravity values.
 DP7097
 DP7097;                    North         East    Units  Estimated Accuracy
 DP7097;SPC MN S     -   306,812.2     837,368.4     MT  (+/- 3 meters HH1 GPS) 
 DP7097
 DP7097_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK5834967568(NAD 83)
 DP7097
 DP7097                          SUPERSEDED SURVEY CONTROL
 DP7097
 DP7097  NAVD 88 (09/20/16)  298.645  (m)          979.80   (f) SUPERSEDED  2 1
 DP7097
 DP7097.Superseded values are not recommended for survey control.
 DP7097
 DP7097.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DP7097.See file dsdata.pdf to determine how the superseded data were derived.
 DP7097
 DP7097_MARKER: DV = VERTICAL CONTROL DISK
 DP7097_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DP7097_SP_SET: BRIDGE ABUTMENT
 DP7097_STAMPING: 1002 BB 2008
 DP7097_MARK LOGO: MNDT
 DP7097_MAGNETIC: N = NO MAGNETIC MATERIAL
 DP7097_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DP7097_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DP7097+SATELLITE: SATELLITE OBSERVATIONS - October 27, 2019
 DP7097
 DP7097  HISTORY     - Date     Condition        Report By
 DP7097  HISTORY     - 20080410 MONUMENTED       MNDT
 DP7097  HISTORY     - 20131001 GOOD             MNDT
 DP7097  HISTORY     - 20191027 GOOD             USPSQD
 DP7097
 DP7097                          STATION DESCRIPTION
 DP7097
 DP7097'DESCRIBED BY MN DEPT OF TRANSP 2013 (KMS)
 DP7097'THE STATION IS LOCATED ABOUT 4.3 MI (6.9 KM) NORTH OF SHAKOPEE, 3.5 MI
 DP7097'(5.6 KM) SOUTH-SOUTHEAST OF EXCELSIOR AND 2.8 MI (4.5 KM) WEST OF EDEN
 DP7097'PRAIRIE.
 DP7097'
 DP7097'TO REACH THE MARK GO 0.1 MI (0.2 KM) SOUTH ALONG DAKOTA AVENUE  FROM
 DP7097'THE JUNCTION OF DAKOTA AVENUE AND TRUNK HIGHWAY 5 AND TRUNK HIGHWAY
 DP7097'101 NORTH IN CHANHASSEN THEN 0.15 MI (0.2 KM) WEST ON LAKE DRIVE EAST,
 DP7097'AT TRUNK HIGHWAY 5 MILE POINT 45.95.
 DP7097'
 DP7097'THE MARK IS LOCATED 85.0 FT (25.9 M) SOUTHEAST OF TRUNK HIGHWAY 5, IN
 DP7097'ABUTMENT IN SOUTHEAST CORNER OF PEDESTRIAN BRIDGE OVER TRUNK HIGHWAY
 DP7097'5.
 DP7097
 DP7097                          STATION RECOVERY (2019)
 DP7097
 DP7097'RECOVERY NOTE BY US POWER SQUADRON 2019 (SMB)
 DP7097'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DO5259 ***********************************************************************
 DO5259  DESIGNATION -  1002 BC
 DO5259  PID         -  DO5259
 DO5259  STATE/COUNTY-  MN/CARVER
 DO5259  COUNTRY     -  US
 DO5259  USGS QUAD   -  WACONIA (2019)
 DO5259
 DO5259                         *CURRENT SURVEY CONTROL
 DO5259  ______________________________________________________________________
 DO5259* NAD 83(1986) POSITION- 44 50 19.38   (N) 093 47 54.76   (W)   HD_HELD1
 DO5259* NAVD 88 ORTHO HEIGHT -   298.120 (meters)      978.08  (feet) ADJUSTED
 DO5259  ______________________________________________________________________
 DO5259  GEOID HEIGHT    -        -27.188 (meters)                     GEOID18
 DO5259  DYNAMIC HEIGHT  -        298.102 (meters)      978.02  (feet) COMP
 DO5259  MODELED GRAVITY -    980,549.2   (mgal)                       NAVD 88
 DO5259
 DO5259  VERT ORDER      -  SECOND    CLASS I
 DO5259
 DO5259.The horizontal coordinates were determined by differentially corrected
 DO5259.hand held GPS observations or other comparable positioning techniques
 DO5259.and have an estimated accuracy of +/- 3 meters.
 DO5259
 DO5259.The orthometric height was determined by differential leveling and
 DO5259.adjusted by the NATIONAL GEODETIC SURVEY
 DO5259.in May 2020.
 DO5259
 DO5259.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO5259.GEOID18 height accuracy estimate available here.
 DO5259
 DO5259.Click photographs - Photos may exist for this station.
 DO5259
 DO5259.The dynamic height is computed by dividing the NAVD 88
 DO5259.geopotential number by the normal gravity value computed on the
 DO5259.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO5259.degrees latitude (g = 980.6199 gals.).
 DO5259
 DO5259.The modeled gravity was interpolated from observed gravity values.
 DO5259
 DO5259;                    North         East    Units  Estimated Accuracy
 DO5259;SPC MN S     -   304,323.9     815,927.7     MT  (+/- 3 meters HH1 GPS) 
 DO5259
 DO5259_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK3688665344(NAD 83)
 DO5259
 DO5259                          SUPERSEDED SURVEY CONTROL
 DO5259
 DO5259  NAVD 88 (08/01/13)  298.134  (m)          978.13   (f) SUPERSEDED  2 1
 DO5259
 DO5259.Superseded values are not recommended for survey control.
 DO5259
 DO5259.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DO5259.See file dsdata.pdf to determine how the superseded data were derived.
 DO5259
 DO5259_MARKER: DD = SURVEY DISK
 DO5259_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DO5259_SP_SET: POWER LINE POLE FOOTING
 DO5259_STAMPING: 1002 BC 2008
 DO5259_MARK LOGO: MNDT
 DO5259_MAGNETIC: N = NO MAGNETIC MATERIAL
 DO5259_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DO5259_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DO5259+SATELLITE: SATELLITE OBSERVATIONS - October 02, 2013
 DO5259
 DO5259  HISTORY     - Date     Condition        Report By
 DO5259  HISTORY     - 20080410 MONUMENTED       MNDT
 DO5259  HISTORY     - 20110824 GOOD             MNDT
 DO5259  HISTORY     - 20131002 GOOD             MNDT
 DO5259
 DO5259                          STATION DESCRIPTION
 DO5259
 DO5259'DESCRIBED BY MN DEPT OF TRANSP 2011 (AKJ)
 DO5259'THE GEODETIC CONTROL MARK IS LOCATED ABOUT 6.9 MI (11.1 KM)
 DO5259'WEST-SOUTHWEST OF VICTORIA, 5.4 MI (8.7 KM) SOUTHEAST OF MAYER AND IN
 DO5259'SOUTHWEST WACONIA.
 DO5259'
 DO5259'IN WACONIA, 0.65 MI (1.0 KM) SOUTHWEST ALONG TRUNK HIGHWAY 5 FROM THE
 DO5259'JUNCTION OF TRUNK HIGHWAY 5 AND TRUNK HIGHWAY 284, AT TRUNK HIGHWAY 5
 DO5259'MILE POINT 31.6.
 DO5259'
 DO5259'THE GEODETIC CONTROL MARK IS FOUND AT THE JUNCTION OF TRUNK HIGHWAY 5
 DO5259'AND COUNTY ROAD 10, 54.2 FT (16.5 M) SOUTHEAST OF TRUNK HIGHWAY 5 AND
 DO5259'IN THE NORTH SIDE BASE OF THE HIGH TENSION POWER LINE POLE NUMBERED
 DO5259'430.
 DO5259
 DO5259                          STATION RECOVERY (2013)
 DO5259
 DO5259'RECOVERY NOTE BY MN DEPT OF TRANSP 2013 (KMS)
 DO5259'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DO5267 ***********************************************************************
 DO5267  DESIGNATION -  1002 BD
 DO5267  PID         -  DO5267
 DO5267  STATE/COUNTY-  MN/CARVER
 DO5267  COUNTRY     -  US
 DO5267  USGS QUAD   -  WACONIA (2019)
 DO5267
 DO5267                         *CURRENT SURVEY CONTROL
 DO5267  ______________________________________________________________________
 DO5267* NAD 83(1986) POSITION- 44 50 47.31   (N) 093 46 16.67   (W)   HD_HELD1
 DO5267* NAVD 88 ORTHO HEIGHT -   294.422 (meters)      965.95  (feet) ADJUSTED
 DO5267  ______________________________________________________________________
 DO5267  GEOID HEIGHT    -        -27.128 (meters)                     GEOID18
 DO5267  DYNAMIC HEIGHT  -        294.407 (meters)      965.90  (feet) COMP
 DO5267  MODELED GRAVITY -    980,556.9   (mgal)                       NAVD 88
 DO5267
 DO5267  VERT ORDER      -  SECOND    CLASS I
 DO5267
 DO5267.The horizontal coordinates were determined by differentially corrected
 DO5267.hand held GPS observations or other comparable positioning techniques
 DO5267.and have an estimated accuracy of +/- 3 meters.
 DO5267
 DO5267.The orthometric height was determined by differential leveling and
 DO5267.adjusted by the NATIONAL GEODETIC SURVEY
 DO5267.in May 2020.
 DO5267
 DO5267.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO5267.GEOID18 height accuracy estimate available here.
 DO5267
 DO5267.Click photographs - Photos may exist for this station.
 DO5267
 DO5267.The dynamic height is computed by dividing the NAVD 88
 DO5267.geopotential number by the normal gravity value computed on the
 DO5267.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO5267.degrees latitude (g = 980.6199 gals.).
 DO5267
 DO5267.The modeled gravity was interpolated from observed gravity values.
 DO5267
 DO5267;                    North         East    Units  Estimated Accuracy
 DO5267;SPC MN S     -   305,191.7     818,079.5     MT  (+/- 3 meters HH1 GPS) 
 DO5267
 DO5267_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK3904766185(NAD 83)
 DO5267
 DO5267                          SUPERSEDED SURVEY CONTROL
 DO5267
 DO5267  NAVD 88 (09/20/16)  294.432  (m)          965.98   (f) SUPERSEDED  2 1
 DO5267  NAVD 88 (08/01/13)  294.437  (m)          966.00   (f) SUPERSEDED  2 1
 DO5267
 DO5267.Superseded values are not recommended for survey control.
 DO5267
 DO5267.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DO5267.See file dsdata.pdf to determine how the superseded data were derived.
 DO5267
 DO5267_MARKER: DD = SURVEY DISK
 DO5267_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DO5267_SP_SET: OVERHEAD SIGNAL BASE
 DO5267_STAMPING: 1002 BD 2008
 DO5267_MARK LOGO: MNDT
 DO5267_MAGNETIC: N = NO MAGNETIC MATERIAL
 DO5267_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DO5267_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DO5267+SATELLITE: SATELLITE OBSERVATIONS - October 02, 2013
 DO5267
 DO5267  HISTORY     - Date     Condition        Report By
 DO5267  HISTORY     - 20080410 MONUMENTED       MNDT
 DO5267  HISTORY     - 20110810 GOOD             MNDT
 DO5267  HISTORY     - 20131002 GOOD             MNDT
 DO5267
 DO5267                          STATION DESCRIPTION
 DO5267
 DO5267'DESCRIBED BY MN DEPT OF TRANSP 2011 (AKJ)
 DO5267'THE GEODETIC CONTROL DISK IS LOCATED ABOUT 6.3 MI (10.1 KM)
 DO5267'EAST-SOUTHEAST OF MAYER, 5.5 MI (8.8 KM) WEST OF VICTORIA AND IN)
 DO5267'EAST-SOUTHEAST WACONIA.
 DO5267'
 DO5267'IN WACONIA, 0.8 MI (1.3 KM) NORTHEAST ALONG TRUNK HIGHWAY 5 FROM THE
 DO5267'JUNCTION OF TRUNK HIGHWAY 5 AND TRUNK HIGHWAY 284 (COUNTY ROAD 57), AT
 DO5267'TRUNK HIGHWAY 5 MILE POINT 33.1.
 DO5267'
 DO5267'THE GEODETIC CONTROL DISK IS FOUND 49.0 FT (14.9 M) NORTH OF WESTBOUND
 DO5267'TRUNK HIGHWAY 5, 40.6 FT (12.4 M) EAST OF THE CENTER LINE OF
 DO5267'NORTHBOUND COUNTY ROAD 59 AND IN THE WEST SIDE OF THE NORTHEAST LIGHT
 DO5267'SIGNAL BASE.
 DO5267
 DO5267                          STATION RECOVERY (2013)
 DO5267
 DO5267'RECOVERY NOTE BY MN DEPT OF TRANSP 2013 (KMS)
 DO5267'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DO5268 ***********************************************************************
 DO5268  DESIGNATION -  1002 BE
 DO5268  PID         -  DO5268
 DO5268  STATE/COUNTY-  MN/CARVER
 DO5268  COUNTRY     -  US
 DO5268  USGS QUAD   -  WACONIA (2019)
 DO5268
 DO5268                         *CURRENT SURVEY CONTROL
 DO5268  ______________________________________________________________________
 DO5268* NAD 83(1986) POSITION- 44 51 02.07   (N) 093 45 46.53   (W)   HD_HELD1
 DO5268* NAVD 88 ORTHO HEIGHT -   293.519 (meters)      962.99  (feet) ADJUSTED
 DO5268  ______________________________________________________________________
 DO5268  GEOID HEIGHT    -        -27.112 (meters)                     GEOID18
 DO5268  DYNAMIC HEIGHT  -        293.504 (meters)      962.94  (feet) COMP
 DO5268  MODELED GRAVITY -    980,559.0   (mgal)                       NAVD 88
 DO5268
 DO5268  VERT ORDER      -  SECOND    CLASS I
 DO5268
 DO5268.The horizontal coordinates were determined by differentially corrected
 DO5268.hand held GPS observations or other comparable positioning techniques
 DO5268.and have an estimated accuracy of +/- 3 meters.
 DO5268
 DO5268.The orthometric height was determined by differential leveling and
 DO5268.adjusted by the NATIONAL GEODETIC SURVEY
 DO5268.in May 2020.
 DO5268
 DO5268.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO5268.GEOID18 height accuracy estimate available here.
 DO5268
 DO5268.Click photographs - Photos may exist for this station.
 DO5268
 DO5268.The dynamic height is computed by dividing the NAVD 88
 DO5268.geopotential number by the normal gravity value computed on the
 DO5268.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO5268.degrees latitude (g = 980.6199 gals.).
 DO5268
 DO5268.The modeled gravity was interpolated from observed gravity values.
 DO5268
 DO5268;                    North         East    Units  Estimated Accuracy
 DO5268;SPC MN S     -   305,649.1     818,740.0     MT  (+/- 3 meters HH1 GPS) 
 DO5268
 DO5268_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK3971366634(NAD 83)
 DO5268
 DO5268                          SUPERSEDED SURVEY CONTROL
 DO5268
 DO5268  NAVD 88 (08/01/13)  293.531  (m)          963.03   (f) SUPERSEDED  2 1
 DO5268
 DO5268.Superseded values are not recommended for survey control.
 DO5268
 DO5268.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DO5268.See file dsdata.pdf to determine how the superseded data were derived.
 DO5268
 DO5268_MARKER: I = METAL ROD
 DO5268_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DO5268_STAMPING: 1002 BE 2008
 DO5268_MARK LOGO: MNDT
 DO5268_PROJECTION: RECESSED 3 CENTIMETERS
 DO5268_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DO5268_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DO5268_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DO5268+SATELLITE: SATELLITE OBSERVATIONS - October 02, 2013
 DO5268_ROD/PIPE-DEPTH: 6.1 meters
 DO5268
 DO5268  HISTORY     - Date     Condition        Report By
 DO5268  HISTORY     - 20080505 MONUMENTED       MNDT
 DO5268  HISTORY     - 20110810 GOOD             MNDT
 DO5268  HISTORY     - 20131002 GOOD             MNDT
 DO5268
 DO5268                          STATION DESCRIPTION
 DO5268
 DO5268'DESCRIBED BY MN DEPT OF TRANSP 2011 (AKJ)
 DO5268'THE ROD MARK IS LOCATED ABOUT 6.6 MI (10.6 KM) EAST-SOUTHEAST OF
 DO5268'MAYER, 5.0 MI (8.0 KM) WEST OF VICTORIA AND 1.2 MI (1.9 KM) NORTHEAST
 DO5268'OF WACONIA.
 DO5268'
 DO5268'1.2 MI NORTHEAST OF WACONIA, 1.3 MI (2.1 KM) NORTHEAST ALONG TRUNK
 DO5268'HIGHWAY 5 FROM THE JUNCTION OF TRUNK HIGHWAY 5 AND TRUNK HIGHWAY 284
 DO5268'(COUNTY ROAD 57) IN WACONIA, AT TRUNK HIGHWAY 5 MILE POINT 33.6.
 DO5268'
 DO5268'THE ROD MARK AND GEODETIC CONTROL DISK ARE FOUND 76.0 FT (23.2 M) EAST
 DO5268'OF PARADISE LANE, 36.0 FT (11.0 M) NORTH OF WESTBOUND TRUNK HIGHWAY 5,
 DO5268'13.4 FT (4.1 M) EAST OF A WITNESS POST AND 13.3 FT (4.1 M) EAST OF A
 DO5268'POWER-POLE.
 DO5268
 DO5268                          STATION RECOVERY (2013)
 DO5268
 DO5268'RECOVERY NOTE BY MN DEPT OF TRANSP 2013 (KMS)
 DO5268'RECOVERED AS DESCRIBED.
 DO5268'
 DO5268'NOTE - THE STATION STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER
 DO5268'ALUMINUM ROD DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION
 DO5268'REMOVABLE DISK SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY
 DO5268'A SIX-INCH PVC PIPE BACK FILLED WITH WASHED SAND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DP7096 ***********************************************************************
 DP7096  DESIGNATION -  1002 BF
 DP7096  PID         -  DP7096
 DP7096  STATE/COUNTY-  MN/CARVER
 DP7096  COUNTRY     -  US
 DP7096  USGS QUAD   -  SHAKOPEE (2019)
 DP7096
 DP7096                         *CURRENT SURVEY CONTROL
 DP7096  ______________________________________________________________________
 DP7096* NAD 83(1986) POSITION- 44 51 28.26   (N) 093 32 08.39   (W)   HD_HELD1
 DP7096* NAVD 88 ORTHO HEIGHT -   291.185 (meters)      955.33  (feet) ADJUSTED
 DP7096  ______________________________________________________________________
 DP7096  GEOID HEIGHT    -        -26.773 (meters)                     GEOID18
 DP7096  DYNAMIC HEIGHT  -        291.181 (meters)      955.32  (feet) COMP
 DP7096  MODELED GRAVITY -    980,592.1   (mgal)                       NAVD 88
 DP7096
 DP7096  VERT ORDER      -  SECOND    CLASS I
 DP7096
 DP7096.The horizontal coordinates were determined by differentially corrected
 DP7096.hand held GPS observations or other comparable positioning techniques
 DP7096.and have an estimated accuracy of +/- 3 meters.
 DP7096
 DP7096.The orthometric height was determined by differential leveling and
 DP7096.adjusted by the NATIONAL GEODETIC SURVEY
 DP7096.in May 2020.
 DP7096
 DP7096.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP7096.GEOID18 height accuracy estimate available here.
 DP7096
 DP7096.Click photographs - Photos may exist for this station.
 DP7096
 DP7096.The dynamic height is computed by dividing the NAVD 88
 DP7096.geopotential number by the normal gravity value computed on the
 DP7096.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP7096.degrees latitude (g = 980.6199 gals.).
 DP7096
 DP7096.The modeled gravity was interpolated from observed gravity values.
 DP7096
 DP7096;                    North         East    Units  Estimated Accuracy
 DP7096;SPC MN S     -   306,534.6     836,699.5     MT  (+/- 3 meters HH1 GPS) 
 DP7096
 DP7096_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK5767767299(NAD 83)
 DP7096
 DP7096                          SUPERSEDED SURVEY CONTROL
 DP7096
 DP7096  NAVD 88 (09/20/16)  291.186  (m)          955.33   (f) SUPERSEDED  2 1
 DP7096
 DP7096.Superseded values are not recommended for survey control.
 DP7096
 DP7096.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DP7096.See file dsdata.pdf to determine how the superseded data were derived.
 DP7096
 DP7096_MARKER: DD = SURVEY DISK
 DP7096_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DP7096_SP_SET: POWER LINE POLE
 DP7096_STAMPING: 1002 BF 2008
 DP7096_MARK LOGO: MNDT
 DP7096_MAGNETIC: N = NO MAGNETIC MATERIAL
 DP7096_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DP7096_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DP7096+SATELLITE: SATELLITE OBSERVATIONS - October 01, 2013
 DP7096
 DP7096  HISTORY     - Date     Condition        Report By
 DP7096  HISTORY     - 20080515 MONUMENTED       MNDT
 DP7096  HISTORY     - 20131001 GOOD             MNDT
 DP7096
 DP7096                          STATION DESCRIPTION
 DP7096
 DP7096'DESCRIBED BY MN DEPT OF TRANSP 2013 (KMS)
 DP7096'THE STATION IS LOCATED ABOUT 4.2 MI (6.8 KM) NORTH OF SHAKOPEE, 3.5 MI
 DP7096'(5.6 KM) SOUTH-SOUTHEAST OF EXCELSIOR AND 3.2 MI (5.1 KM) WEST OF EDEN
 DP7096'PRAIRIE.
 DP7096'
 DP7096'TO REACH THE MARK AT THE JUNCTION OF TRUNK HIGHWAY 5 AND COUNTY ROAD
 DP7096'101 SOUTH, AT TRUNK HIGHWAY 5 MILE POINT 45.55.
 DP7096'
 DP7096'THE MARK IS LOCATED 118.2 FT (36.0 M) SOUTH OF TRUNK HIGHWAY 5 MEDIAN,
 DP7096'171.5 FT (52.3 M) EAST OF COUNTY ROAD 101 SOUTH MEDIAN, IN NORTH SIDE
 DP7096'OF BASE OF HIGH TENSION POWER LINE POLE NUMBER 38.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DO5274 ***********************************************************************
 DO5274  DESIGNATION -  1002 BG
 DO5274  PID         -  DO5274
 DO5274  STATE/COUNTY-  MN/CARVER
 DO5274  COUNTRY     -  US
 DO5274  USGS QUAD   -  SHAKOPEE (2019)
 DO5274
 DO5274                         *CURRENT SURVEY CONTROL
 DO5274  ______________________________________________________________________
 DO5274* NAD 83(2011) POSITION- 44 51 48.79011(N) 093 35 47.34061(W)   ADJUSTED
 DO5274* NAD 83(2011) ELLIP HT-   274.763 (meters)        (02/26/14)   ADJUSTED
 DO5274* NAD 83(2011) EPOCH   -  2010.00
 DO5274* NAVD 88 ORTHO HEIGHT -   301.521 (meters)      989.24  (feet) ADJUSTED
 DO5274  ______________________________________________________________________
 DO5274  GEOID HEIGHT    -        -26.765 (meters)                     GEOID18
 DO5274  NAD 83(2011) X  -   -284,069.169 (meters)                     COMP
 DO5274  NAD 83(2011) Y  - -4,519,576.512 (meters)                     COMP
 DO5274  NAD 83(2011) Z  -  4,476,807.306 (meters)                     COMP
 DO5274  LAPLACE CORR    -          1.77  (seconds)                    DEFLEC18
 DO5274  DYNAMIC HEIGHT  -        301.516 (meters)      989.22  (feet) COMP
 DO5274  MODELED GRAVITY -    980,593.5   (mgal)                       NAVD 88
 DO5274
 DO5274  VERT ORDER      -  SECOND    CLASS I
 DO5274
 DO5274  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DO5274  Standards:
 DO5274         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DO5274            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DO5274  -------------------------------------------------------------------
 DO5274  NETWORK    0.60   0.55           0.28   0.20   0.28     -0.05574977
 DO5274  -------------------------------------------------------------------
 DO5274  Click here for local accuracies and other accuracy information.
 DO5274
 DO5274.The horizontal coordinates were established by GPS observations
 DO5274.and adjusted by the MN DEPT OF TRANSP in February 2014.
 DO5274
 DO5274.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DO5274.been affixed to the stable North American tectonic plate. See 
 DO5274.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DO5274
 DO5274.The horizontal coordinates are valid at the epoch date displayed above
 DO5274.which is a decimal equivalence of Year/Month/Day.
 DO5274
 DO5274.The orthometric height was determined by differential leveling and
 DO5274.adjusted by the NATIONAL GEODETIC SURVEY
 DO5274.in May 2020.
 DO5274
 DO5274.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO5274.GEOID18 height accuracy estimate available here.
 DO5274
 DO5274.Click photographs - Photos may exist for this station.
 DO5274
 DO5274.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DO5274
 DO5274.The Laplace correction was computed from DEFLEC18 derived deflections.
 DO5274
 DO5274.The ellipsoidal height was determined by GPS observations
 DO5274.and is referenced to NAD 83.
 DO5274
 DO5274.The dynamic height is computed by dividing the NAVD 88
 DO5274.geopotential number by the normal gravity value computed on the
 DO5274.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO5274.degrees latitude (g = 980.6199 gals.).
 DO5274
 DO5274.The modeled gravity was interpolated from observed gravity values.
 DO5274
 DO5274. The following values were computed from the NAD 83(2011) position.
 DO5274
 DO5274;                    North         East     Units Scale Factor Converg.
 DO5274;SPC MN S     -   307,142.799   831,889.442   MT  0.99994198   +0 16 58.2
 DO5274;SPC MN S     - 1,007,684.33  2,729,290.61   sFT  0.99994198   +0 16 58.2
 DO5274;UTM  15      - 4,967,966.066   452,876.524   MT  0.99962731   -0 25 14.8
 DO5274
 DO5274!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DO5274!SPC MN S     -   0.99995692  x   0.99994198  =   0.99989890
 DO5274!UTM  15      -   0.99995692  x   0.99962731  =   0.99958425
 DO5274
 DO5274_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK5287667966(NAD 83)
 DO5274
 DO5274                          SUPERSEDED SURVEY CONTROL
 DO5274
 DO5274  NAVD 88 (08/01/13)  301.524  (m)          989.25   (f) SUPERSEDED  2 1
 DO5274
 DO5274.Superseded values are not recommended for survey control.
 DO5274
 DO5274.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DO5274.See file dsdata.pdf to determine how the superseded data were derived.
 DO5274
 DO5274_MARKER: F = FLANGE-ENCASED ROD
 DO5274_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DO5274_STAMPING: 1002 BG 2011
 DO5274_MARK LOGO: MNDT
 DO5274_PROJECTION: RECESSED 3 CENTIMETERS
 DO5274_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DO5274_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DO5274_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DO5274+SATELLITE: SATELLITE OBSERVATIONS - November 17, 2025
 DO5274_ROD/PIPE-DEPTH: 9.1 meters
 DO5274
 DO5274  HISTORY     - Date     Condition        Report By
 DO5274  HISTORY     - 20110907 MONUMENTED       MNDT
 DO5274  HISTORY     - 20131001 GOOD             MNDT
 DO5274  HISTORY     - 20131218 GOOD             MNDT
 DO5274  HISTORY     - 20231007 GOOD             USPSQD
 DO5274  HISTORY     - 20251117 GOOD             MNDT
 DO5274
 DO5274                          STATION DESCRIPTION
 DO5274
 DO5274'DESCRIBED BY MN DEPT OF TRANSP 2011
 DO5274'THE ROD MARK IS LOCATED ABOUT 5.7 MI (9.2 KM) NORTHWEST OF SHAKOPEE,
 DO5274'3.2 MI (5.1 KM) EAST OF VICTORIA AND 3.1 MI (5.0 KM) SOUTH-SOUTHWEST
 DO5274'OF EXCELSIOR.
 DO5274'
 DO5274'IN CHANHASSEN, AT THE JUNCTION OF TRUNK HIGHWAY 5 AND TRUNK HIGHWAY
 DO5274'41, AT TRUNK HIGHWAY 5 MILE POINT 42.35.
 DO5274'
 DO5274'THE ROD MARK IS FOUND 44.8 FT (13.7 M) NORTH OF WESTBOUND TRUNK
 DO5274'HIGHWAY 5, 108 FT (32.9 M) EAST OF TRUNK HIGHWAY 41, 13.0 FT (4.0 M)
 DO5274'SOUTH OF A TRAIL AND 1.5 FT (0.5 M) WEST OF A WITNESS POST.
 DO5274
 DO5274                          STATION RECOVERY (2013)
 DO5274
 DO5274'RECOVERY NOTE BY MN DEPT OF TRANSP 2013 (KMS)
 DO5274'RECOVERED AS DESCRIBED.
 DO5274'
 DO5274'NOTE - THE STATION STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER
 DO5274'ALUMINUM ROD DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION
 DO5274'REMOVABLE DISK SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY
 DO5274'A SIX-INCH PVC PIPE BACK FILLED WITH WASHED SAND.
 DO5274
 DO5274                          STATION RECOVERY (2013)
 DO5274
 DO5274'RECOVERY NOTE BY MN DEPT OF TRANSP 2013 (KXJ)
 DO5274'IN CHANHASSEN, AT JUNCTION OF TRUNK HIGHWAY 5 AND TRUNK HIGHWAY 41, AT
 DO5274'TRUNK HIGHWAY 5 MILE POINT 42.35, 44.8 FEET NORTH OF WESTBOUND TRUNK
 DO5274'HIGHWAY 5, 108 FEET EAST OF TRUNK HIGHWAY 41, 13.0 FEET SOUTH OF
 DO5274'TRAIL, 1.5 FEET WEST OF WITNESS POST.
 DO5274
 DO5274                          STATION RECOVERY (2023)
 DO5274
 DO5274'RECOVERY NOTE BY US POWER SQUADRON 2023 (SMT)
 DO5274'NO COVER.  WITNESS POST IS MISSING.
 DO5274
 DO5274                          STATION RECOVERY (2025)
 DO5274
 DO5274'RECOVERY NOTE BY MN DEPT OF TRANSP 2025 (KMS)
 DO5274'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DO5272 ***********************************************************************
 DO5272  DESIGNATION -  1002 BH
 DO5272  PID         -  DO5272
 DO5272  STATE/COUNTY-  MN/CARVER
 DO5272  COUNTRY     -  US
 DO5272  USGS QUAD   -  VICTORIA (2019)
 DO5272
 DO5272                         *CURRENT SURVEY CONTROL
 DO5272  ______________________________________________________________________
 DO5272* NAD 83(2011) POSITION- 44 51 35.69900(N) 093 39 21.27687(W)   ADJUSTED
 DO5272* NAD 83(2011) ELLIP HT-   272.514 (meters)        (02/26/14)   ADJUSTED
 DO5272* NAD 83(2011) EPOCH   -  2010.00
 DO5272* NAVD 88 ORTHO HEIGHT -   299.339 (meters)      982.08  (feet) ADJUSTED
 DO5272  ______________________________________________________________________
 DO5272  GEOID HEIGHT    -        -26.840 (meters)                     GEOID18
 DO5272  NAD 83(2011) X  -   -288,774.761 (meters)                     COMP
 DO5272  NAD 83(2011) Y  - -4,519,562.348 (meters)                     COMP
 DO5272  NAD 83(2011) Z  -  4,476,519.268 (meters)                     COMP
 DO5272  LAPLACE CORR    -          5.28  (seconds)                    DEFLEC18
 DO5272  DYNAMIC HEIGHT  -        299.332 (meters)      982.06  (feet) COMP
 DO5272  MODELED GRAVITY -    980,584.9   (mgal)                       NAVD 88
 DO5272
 DO5272  VERT ORDER      -  SECOND    CLASS I
 DO5272
 DO5272  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DO5272  Standards:
 DO5272         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DO5272            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DO5272  -------------------------------------------------------------------
 DO5272  NETWORK    0.67   0.61           0.31   0.22   0.31     -0.12529040
 DO5272  -------------------------------------------------------------------
 DO5272  Click here for local accuracies and other accuracy information.
 DO5272
 DO5272.The horizontal coordinates were established by GPS observations
 DO5272.and adjusted by the MN DEPT OF TRANSP in February 2014.
 DO5272
 DO5272.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DO5272.been affixed to the stable North American tectonic plate. See 
 DO5272.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DO5272
 DO5272.The horizontal coordinates are valid at the epoch date displayed above
 DO5272.which is a decimal equivalence of Year/Month/Day.
 DO5272
 DO5272.The orthometric height was determined by differential leveling and
 DO5272.adjusted by the NATIONAL GEODETIC SURVEY
 DO5272.in May 2020.
 DO5272
 DO5272.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO5272.GEOID18 height accuracy estimate available here.
 DO5272
 DO5272.Click photographs - Photos may exist for this station.
 DO5272
 DO5272.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DO5272
 DO5272.The Laplace correction was computed from DEFLEC18 derived deflections.
 DO5272
 DO5272.The ellipsoidal height was determined by GPS observations
 DO5272.and is referenced to NAD 83.
 DO5272
 DO5272.The dynamic height is computed by dividing the NAVD 88
 DO5272.geopotential number by the normal gravity value computed on the
 DO5272.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO5272.degrees latitude (g = 980.6199 gals.).
 DO5272
 DO5272.The modeled gravity was interpolated from observed gravity values.
 DO5272
 DO5272. The following values were computed from the NAD 83(2011) position.
 DO5272
 DO5272;                    North         East     Units Scale Factor Converg.
 DO5272;SPC MN S     -   306,717.238   827,194.746   MT  0.99994158   +0 14 28.3
 DO5272;SPC MN S     - 1,006,288.14  2,713,888.10   sFT  0.99994158   +0 14 28.3
 DO5272;UTM  15      - 4,967,598.312   448,178.421   MT  0.99963302   -0 27 45.6
 DO5272
 DO5272!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DO5272!SPC MN S     -   0.99995727  x   0.99994158  =   0.99989886
 DO5272!UTM  15      -   0.99995727  x   0.99963302  =   0.99959031
 DO5272
 DO5272:                Primary Azimuth Mark                     Grid Az
 DO5272:SPC MN S     -  1002 AT RESET                            038 16 10.2
 DO5272:UTM  15      -  1002 AT RESET                            038 58 24.1
 DO5272
 DO5272_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK4817867598(NAD 83)
 DO5272
 DO5272|---------------------------------------------------------------------|
 DO5272| PID    Reference Object                     Distance      Geod. Az  |
 DO5272|                                                           dddmmss.s |
 DO5272| DP1920 1002 AT RESET                       APPROX. 1.0 KM 0383038.5 |
 DO5272|---------------------------------------------------------------------|
 DO5272
 DO5272                          SUPERSEDED SURVEY CONTROL
 DO5272
 DO5272  NAVD 88 (08/01/13)  299.347  (m)          982.11   (f) SUPERSEDED  2 1
 DO5272
 DO5272.Superseded values are not recommended for survey control.
 DO5272
 DO5272.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DO5272.See file dsdata.pdf to determine how the superseded data were derived.
 DO5272
 DO5272_MARKER: F = FLANGE-ENCASED ROD
 DO5272_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DO5272_STAMPING: 1002 BH 2011
 DO5272_MARK LOGO: MNDT
 DO5272_PROJECTION: RECESSED 13 CENTIMETERS
 DO5272_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DO5272_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DO5272_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DO5272+SATELLITE: SATELLITE OBSERVATIONS - November 17, 2025
 DO5272_ROD/PIPE-DEPTH: 7.6 meters
 DO5272
 DO5272  HISTORY     - Date     Condition        Report By
 DO5272  HISTORY     - 20110907 MONUMENTED       MNDT
 DO5272  HISTORY     - 20130827 GOOD             MNDT
 DO5272  HISTORY     - 20131002 GOOD             MNDT
 DO5272  HISTORY     - 20131219 GOOD             MNDT
 DO5272  HISTORY     - 20251117 GOOD             MNDT
 DO5272
 DO5272                          STATION DESCRIPTION
 DO5272
 DO5272'DESCRIBED BY MN DEPT OF TRANSP 2011
 DO5272'THE ROD MARK IS LOCATED ABOUT 5.3 MI (8.5 KM) SOUTHWEST OF EXCELSIOR,
 DO5272'5.3 MI (8.5 KM) SOUTH OF MOUND AND IN THE TOWN OF VICTORIA, MN.
 DO5272'
 DO5272'IN VICTORIA, 1.1 MI (1.8 KM) WESTERLY ALONG TRUNK HIGHWAY 5 FROM THE
 DO5272'JUNCTION OF TRUNK HIGHWAY 5 AND COUNTY ROAD 13 IN VICTORIA, AT TRUNK
 DO5272'HIGHWAY 5 MILE POINT 39.2.
 DO5272'
 DO5272'THE ROD MARK IS FOUND 51 FT (15.5 M) SOUTH EAST OF TRUNK HIGHWAY 5,
 DO5272'11.5 FT (3.5 M) NORTHEAST OF A FIELD ENTRANCE AND 1.5 FT (0.5 M)
 DO5272'SOUTHWEST OF A WITNESS POST.
 DO5272
 DO5272                          STATION RECOVERY (2013)
 DO5272
 DO5272'RECOVERY NOTE BY MN DEPT OF TRANSP 2013 (LS)
 DO5272'RECOVERED AS DESCRIBED.
 DO5272'
 DO5272'NOTE - THE STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM
 DO5272'ROD DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION REMOVABLE
 DO5272'DISK SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH
 DO5272'PVC PIPE BACK FILLED WITH WASHED SAND.
 DO5272
 DO5272                          STATION RECOVERY (2013)
 DO5272
 DO5272'RECOVERY NOTE BY MN DEPT OF TRANSP 2013 (KMS)
 DO5272'RECOVERED AS DESCRIBED.
 DO5272'
 DO5272'NOTE - THE STATION STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER
 DO5272'ALUMINUM ROD DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION
 DO5272'REMOVABLE DISK SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY
 DO5272'A SIX-INCH PVC PIPE BACK FILLED WITH WASHED SAND.
 DO5272
 DO5272                          STATION RECOVERY (2013)
 DO5272
 DO5272'RECOVERY NOTE BY MN DEPT OF TRANSP 2013 (GXO)
 DO5272'IN VICTORIA, 1.1 MILES WESTERLY ALONG TRUNK HIGHWAY 5 FROM THE
 DO5272'JUNCTION OF TRUNK HIGHWAY 5 AND COUNTY ROAD 13 IN VICTORIA, AT TRUNK
 DO5272'HIGHWAY 5 MILE POINT 39.2, 51 FEET SOUTH EAST OF TRUNK HIGHWAY 5, 11.5
 DO5272'FEET NORTHEAST OF FIELD ENTRANCE, 1.5 FEET SOUTHWEST OF WITNESS POST.
 DO5272
 DO5272                          STATION RECOVERY (2025)
 DO5272
 DO5272'RECOVERY NOTE BY MN DEPT OF TRANSP 2025 (KMS)
 DO5272'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DP1921 ***********************************************************************
 DP1921  DESIGNATION -  1002 BK
 DP1921  PID         -  DP1921
 DP1921  STATE/COUNTY-  MN/CARVER
 DP1921  COUNTRY     -  US
 DP1921  USGS QUAD   -  WACONIA (2019)
 DP1921
 DP1921                         *CURRENT SURVEY CONTROL
 DP1921  ______________________________________________________________________
 DP1921* NAD 83(2011) POSITION- 44 50 35.51332(N) 093 47 13.38782(W)   ADJUSTED
 DP1921* NAD 83(2011) ELLIP HT-   276.136 (meters)        (02/26/14)   ADJUSTED
 DP1921* NAD 83(2011) EPOCH   -  2010.00
 DP1921* NAVD 88 ORTHO HEIGHT -   303.285 (meters)      995.03  (feet) ADJUSTED
 DP1921  ______________________________________________________________________
 DP1921  GEOID HEIGHT    -        -27.163 (meters)                     GEOID18
 DP1921  NAD 83(2011) X  -   -299,205.351 (meters)                     COMP
 DP1921  NAD 83(2011) Y  - -4,520,199.614 (meters)                     COMP
 DP1921  NAD 83(2011) Z  -  4,475,204.648 (meters)                     COMP
 DP1921  LAPLACE CORR    -          6.28  (seconds)                    DEFLEC18
 DP1921  DYNAMIC HEIGHT  -        303.268 (meters)      994.97  (feet) COMP
 DP1921  MODELED GRAVITY -    980,552.4   (mgal)                       NAVD 88
 DP1921
 DP1921  VERT ORDER      -  SECOND    CLASS I
 DP1921
 DP1921  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DP1921  Standards:
 DP1921         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DP1921            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DP1921  -------------------------------------------------------------------
 DP1921  NETWORK    0.68   0.69           0.32   0.22   0.35     -0.05160018
 DP1921  -------------------------------------------------------------------
 DP1921  Click here for local accuracies and other accuracy information.
 DP1921
 DP1921.The horizontal coordinates were established by GPS observations
 DP1921.and adjusted by the MN DEPT OF TRANSP in February 2014.
 DP1921
 DP1921.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DP1921.been affixed to the stable North American tectonic plate. See 
 DP1921.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DP1921
 DP1921.The horizontal coordinates are valid at the epoch date displayed above
 DP1921.which is a decimal equivalence of Year/Month/Day.
 DP1921
 DP1921.The orthometric height was determined by differential leveling and
 DP1921.adjusted by the NATIONAL GEODETIC SURVEY
 DP1921.in May 2020.
 DP1921
 DP1921.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP1921.GEOID18 height accuracy estimate available here.
 DP1921
 DP1921.Click photographs - Photos may exist for this station.
 DP1921
 DP1921.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DP1921
 DP1921.The Laplace correction was computed from DEFLEC18 derived deflections.
 DP1921
 DP1921.The ellipsoidal height was determined by GPS observations
 DP1921.and is referenced to NAD 83.
 DP1921
 DP1921.The dynamic height is computed by dividing the NAVD 88
 DP1921.geopotential number by the normal gravity value computed on the
 DP1921.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP1921.degrees latitude (g = 980.6199 gals.).
 DP1921
 DP1921.The modeled gravity was interpolated from observed gravity values.
 DP1921
 DP1921. The following values were computed from the NAD 83(2011) position.
 DP1921
 DP1921;                    North         East     Units Scale Factor Converg.
 DP1921;SPC MN S     -   304,824.160   816,834.962   MT  0.99993980   +0 08 57.3
 DP1921;SPC MN S     - 1,000,077.26  2,679,899.37   sFT  0.99993980   +0 08 57.3
 DP1921;UTM  15      - 4,965,833.210   437,799.277   MT  0.99964757   -0 33 18.1
 DP1921
 DP1921!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DP1921!SPC MN S     -   0.99995671  x   0.99993980  =   0.99989651
 DP1921!UTM  15      -   0.99995671  x   0.99964757  =   0.99960429
 DP1921
 DP1921:                Primary Azimuth Mark                     Grid Az
 DP1921:SPC MN S     -  1002 BL                                  073 42 24.3
 DP1921:UTM  15      -  1002 BL                                  074 24 39.7
 DP1921
 DP1921_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK3779965833(NAD 83)
 DP1921
 DP1921|---------------------------------------------------------------------|
 DP1921| PID    Reference Object                     Distance      Geod. Az  |
 DP1921|                                                           dddmmss.s |
 DP1921| DP1922 1002 BL                             APPROX. 1.2 KM 0735121.6 |
 DP1921|---------------------------------------------------------------------|
 DP1921
 DP1921                          SUPERSEDED SURVEY CONTROL
 DP1921
 DP1921  NAVD 88 (09/20/16)  303.297  (m)          995.07   (f) SUPERSEDED  2 1
 DP1921  NAVD 88 (02/26/14)  303.30   (m)  GEOID12A model used  GPS OBS        
 DP1921
 DP1921.Superseded values are not recommended for survey control.
 DP1921
 DP1921.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DP1921.See file dsdata.pdf to determine how the superseded data were derived.
 DP1921
 DP1921_MARKER: F = FLANGE-ENCASED ROD
 DP1921_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DP1921_STAMPING: 1002 BK 2013
 DP1921_MARK LOGO: MNDT
 DP1921_PROJECTION: RECESSED 8 CENTIMETERS
 DP1921_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DP1921_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DP1921_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP1921+SATELLITE: SATELLITE OBSERVATIONS - April 07, 2020
 DP1921_ROD/PIPE-DEPTH: 8.8 meters
 DP1921
 DP1921  HISTORY     - Date     Condition        Report By
 DP1921  HISTORY     - 20131016 MONUMENTED       MNDT
 DP1921  HISTORY     - 20140527 GOOD             MNDT
 DP1921  HISTORY     - 20200407 GOOD             MNDT
 DP1921
 DP1921                          STATION DESCRIPTION
 DP1921
 DP1921'DESCRIBED BY MN DEPT OF TRANSP 2013
 DP1921'IN WACONIA, AT THE JUNCTION OF TRUNK HIGHWAY 5 AND TRUNK HIGHWAY 284
 DP1921'SOUTH IN WACONIA, AT TRUNK HIGHWAY 5 MILE POINT 32.75, 45.0 FEET
 DP1921'SOUTHEAST OF TRUNK HIGHWAY 5, 182.0 FEET NORTHEAST OF TRUNK HIGHWAY
 DP1921'284, 37.3 FEET SOUTHWEST OF LIGHT POLE, 1.5 FEET SOUTHWEST OF WITNESS
 DP1921'POST.
 DP1921
 DP1921                          STATION RECOVERY (2014)
 DP1921
 DP1921'RECOVERY NOTE BY MN DEPT OF TRANSP 2014 (KMS)
 DP1921'RECOVERED AS DESCRIBED.
 DP1921'
 DP1921'NOTE - THE STATION STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER
 DP1921'ALUMINUM ROD DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION
 DP1921'REMOVABLE DISK SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY
 DP1921'A SIX-INCH PVC PIPE BACK FILLED WITH WASHED SAND.
 DP1921
 DP1921                          STATION RECOVERY (2020)
 DP1921
 DP1921'RECOVERY NOTE BY MN DEPT OF TRANSP 2020 (TJD)
 DP1921'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DP1922 ***********************************************************************
 DP1922  DESIGNATION -  1002 BL
 DP1922  PID         -  DP1922
 DP1922  STATE/COUNTY-  MN/CARVER
 DP1922  COUNTRY     -  US
 DP1922  USGS QUAD   -  WACONIA (2019)
 DP1922
 DP1922                         *CURRENT SURVEY CONTROL
 DP1922  ______________________________________________________________________
 DP1922* NAD 83(2011) POSITION- 44 50 46.35243(N) 093 46 20.73610(W)   ADJUSTED
 DP1922* NAD 83(2011) ELLIP HT-   266.912 (meters)        (02/26/14)   ADJUSTED
 DP1922* NAD 83(2011) EPOCH   -  2010.00
 DP1922* NAVD 88 ORTHO HEIGHT -   294.033 (meters)      964.67  (feet) ADJUSTED
 DP1922  ______________________________________________________________________
 DP1922  GEOID HEIGHT    -        -27.130 (meters)                     GEOID18
 DP1922  NAD 83(2011) X  -   -298,035.548 (meters)                     COMP
 DP1922  NAD 83(2011) Y  - -4,520,033.867 (meters)                     COMP
 DP1922  NAD 83(2011) Z  -  4,475,435.387 (meters)                     COMP
 DP1922  LAPLACE CORR    -          6.40  (seconds)                    DEFLEC18
 DP1922  DYNAMIC HEIGHT  -        294.018 (meters)      964.62  (feet) COMP
 DP1922  MODELED GRAVITY -    980,556.6   (mgal)                       NAVD 88
 DP1922
 DP1922  VERT ORDER      -  SECOND    CLASS I
 DP1922
 DP1922  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DP1922  Standards:
 DP1922         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DP1922            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DP1922  -------------------------------------------------------------------
 DP1922  NETWORK    0.74   0.69           0.34   0.25   0.35     -0.15285080
 DP1922  -------------------------------------------------------------------
 DP1922  Click here for local accuracies and other accuracy information.
 DP1922
 DP1922.The horizontal coordinates were established by GPS observations
 DP1922.and adjusted by the MN DEPT OF TRANSP in February 2014.
 DP1922
 DP1922.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DP1922.been affixed to the stable North American tectonic plate. See 
 DP1922.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DP1922
 DP1922.The horizontal coordinates are valid at the epoch date displayed above
 DP1922.which is a decimal equivalence of Year/Month/Day.
 DP1922
 DP1922.The orthometric height was determined by differential leveling and
 DP1922.adjusted by the NATIONAL GEODETIC SURVEY
 DP1922.in May 2020.
 DP1922
 DP1922.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP1922.GEOID18 height accuracy estimate available here.
 DP1922
 DP1922.Click photographs - Photos may exist for this station.
 DP1922
 DP1922.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DP1922
 DP1922.The Laplace correction was computed from DEFLEC18 derived deflections.
 DP1922
 DP1922.The ellipsoidal height was determined by GPS observations
 DP1922.and is referenced to NAD 83.
 DP1922
 DP1922.The dynamic height is computed by dividing the NAVD 88
 DP1922.geopotential number by the normal gravity value computed on the
 DP1922.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP1922.degrees latitude (g = 980.6199 gals.).
 DP1922
 DP1922.The modeled gravity was interpolated from observed gravity values.
 DP1922
 DP1922. The following values were computed from the NAD 83(2011) position.
 DP1922
 DP1922;                    North         East     Units Scale Factor Converg.
 DP1922;SPC MN S     -   305,161.847   817,990.270   MT  0.99994011   +0 09 34.2
 DP1922;SPC MN S     - 1,001,185.16  2,683,689.74   sFT  0.99994011   +0 09 34.2
 DP1922;UTM  15      - 4,966,156.577   438,958.309   MT  0.99964582   -0 32 41.1
 DP1922
 DP1922!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DP1922!SPC MN S     -   0.99995815  x   0.99994011  =   0.99989827
 DP1922!UTM  15      -   0.99995815  x   0.99964582  =   0.99960399
 DP1922
 DP1922:                Primary Azimuth Mark                     Grid Az
 DP1922:SPC MN S     -  1002 BK                                  253 42 24.5
 DP1922:UTM  15      -  1002 BK                                  254 24 39.8
 DP1922
 DP1922_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK3895866156(NAD 83)
 DP1922
 DP1922|---------------------------------------------------------------------|
 DP1922| PID    Reference Object                     Distance      Geod. Az  |
 DP1922|                                                           dddmmss.s |
 DP1922| DP1921 1002 BK                             APPROX. 1.2 KM 2535158.7 |
 DP1922|---------------------------------------------------------------------|
 DP1922
 DP1922                          SUPERSEDED SURVEY CONTROL
 DP1922
 DP1922  NAVD 88 (09/20/16)  294.043  (m)          964.71   (f) SUPERSEDED  2 1
 DP1922  NAVD 88 (02/26/14)  294.04   (m)  GEOID12A model used  GPS OBS        
 DP1922
 DP1922.Superseded values are not recommended for survey control.
 DP1922
 DP1922.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DP1922.See file dsdata.pdf to determine how the superseded data were derived.
 DP1922
 DP1922_MARKER: F = FLANGE-ENCASED ROD
 DP1922_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DP1922_STAMPING: 1002 BL 2013
 DP1922_MARK LOGO: MNDT
 DP1922_PROJECTION: RECESSED 8 CENTIMETERS
 DP1922_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DP1922_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DP1922_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP1922+SATELLITE: SATELLITE OBSERVATIONS - April 07, 2020
 DP1922_ROD/PIPE-DEPTH: 7.0 meters
 DP1922
 DP1922  HISTORY     - Date     Condition        Report By
 DP1922  HISTORY     - 20131015 MONUMENTED       MNDT
 DP1922  HISTORY     - 20140527 GOOD             MNDT
 DP1922  HISTORY     - 20200407 GOOD             MNDT
 DP1922
 DP1922                          STATION DESCRIPTION
 DP1922
 DP1922'DESCRIBED BY MN DEPT OF TRANSP 2013
 DP1922'IN WACONIA, 0.8 MILES NORTHEAST ALONG TRUNK HIGHWAY 5 FROM JUNCTION OF
 DP1922'TRUNK HIGHWAY 5 AND TRUNK HIGHWAY 284 SOUTH IN WACONIA, AT TRUNK
 DP1922'HIGHWAY 5 MILE POINT 33.0, 38.0 FEET NORTH OF WESTBOUND TRUNK HIGHWAY
 DP1922'5, 222.0 FEET WEST OF COUNTY ROAD 59 SOUTH BOUND/(MAIN STREET), 46.0
 DP1922'FEET EAST OF MILE POST NUMBER 33, 1.5 FEET SOUTH OF WITNESS POST.
 DP1922
 DP1922                          STATION RECOVERY (2014)
 DP1922
 DP1922'RECOVERY NOTE BY MN DEPT OF TRANSP 2014 (KMS)
 DP1922'RECOVERED AS DESCRIBED.
 DP1922'
 DP1922'NOTE - THE STATION STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER
 DP1922'ALUMINUM ROD DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION
 DP1922'REMOVABLE DISK SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY
 DP1922'A SIX-INCH PVC PIPE BACK FILLED WITH WASHED SAND.
 DP1922
 DP1922                          STATION RECOVERY (2020)
 DP1922
 DP1922'RECOVERY NOTE BY MN DEPT OF TRANSP 2020 (TJD)
 DP1922'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DP1923 ***********************************************************************
 DP1923  DESIGNATION -  1002 BM
 DP1923  PID         -  DP1923
 DP1923  STATE/COUNTY-  MN/CARVER
 DP1923  COUNTRY     -  US
 DP1923  USGS QUAD   -  VICTORIA (2019)
 DP1923
 DP1923                         *CURRENT SURVEY CONTROL
 DP1923  ______________________________________________________________________
 DP1923* NAD 83(2011) POSITION- 44 51 42.78253(N) 093 44 24.49627(W)   ADJUSTED
 DP1923* NAD 83(2011) ELLIP HT-   270.516 (meters)        (02/26/14)   ADJUSTED
 DP1923* NAD 83(2011) EPOCH   -  2010.00
 DP1923* NAVD 88 ORTHO HEIGHT -   297.573 (meters)      976.29  (feet) ADJUSTED
 DP1923  ______________________________________________________________________
 DP1923  GEOID HEIGHT    -        -27.066 (meters)                     GEOID18
 DP1923  NAD 83(2011) X  -   -295,408.271 (meters)                     COMP
 DP1923  NAD 83(2011) Y  - -4,518,977.618 (meters)                     COMP
 DP1923  NAD 83(2011) Z  -  4,476,672.859 (meters)                     COMP
 DP1923  LAPLACE CORR    -          6.86  (seconds)                    DEFLEC18
 DP1923  DYNAMIC HEIGHT  -        297.560 (meters)      976.24  (feet) COMP
 DP1923  MODELED GRAVITY -    980,564.0   (mgal)                       NAVD 88
 DP1923
 DP1923  VERT ORDER      -  SECOND    CLASS I
 DP1923
 DP1923  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DP1923  Standards:
 DP1923         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DP1923            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DP1923  -------------------------------------------------------------------
 DP1923  NETWORK    0.66   0.63           0.31   0.21   0.32     -0.12933090
 DP1923  -------------------------------------------------------------------
 DP1923  Click here for local accuracies and other accuracy information.
 DP1923
 DP1923.The horizontal coordinates were established by GPS observations
 DP1923.and adjusted by the MN DEPT OF TRANSP in February 2014.
 DP1923
 DP1923.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DP1923.been affixed to the stable North American tectonic plate. See 
 DP1923.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DP1923
 DP1923.The horizontal coordinates are valid at the epoch date displayed above
 DP1923.which is a decimal equivalence of Year/Month/Day.
 DP1923
 DP1923.The orthometric height was determined by differential leveling and
 DP1923.adjusted by the NATIONAL GEODETIC SURVEY
 DP1923.in May 2020.
 DP1923
 DP1923.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP1923.GEOID18 height accuracy estimate available here.
 DP1923
 DP1923.Click photographs - Photos may exist for this station.
 DP1923
 DP1923.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DP1923
 DP1923.The Laplace correction was computed from DEFLEC18 derived deflections.
 DP1923
 DP1923.The ellipsoidal height was determined by GPS observations
 DP1923.and is referenced to NAD 83.
 DP1923
 DP1923.The dynamic height is computed by dividing the NAVD 88
 DP1923.geopotential number by the normal gravity value computed on the
 DP1923.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP1923.degrees latitude (g = 980.6199 gals.).
 DP1923
 DP1923.The modeled gravity was interpolated from observed gravity values.
 DP1923
 DP1923. The following values were computed from the NAD 83(2011) position.
 DP1923
 DP1923;                    North         East     Units Scale Factor Converg.
 DP1923;SPC MN S     -   306,911.295   820,537.243   MT  0.99994179   +0 10 55.7
 DP1923;SPC MN S     - 1,006,924.81  2,692,045.94   sFT  0.99994179   +0 10 55.7
 DP1923;UTM  15      - 4,967,874.077   441,525.829   MT  0.99964204   -0 31 19.6
 DP1923
 DP1923!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DP1923!SPC MN S     -   0.99995759  x   0.99994179  =   0.99989938
 DP1923!UTM  15      -   0.99995759  x   0.99964204  =   0.99959964
 DP1923
 DP1923_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK4152567874(NAD 83)
 DP1923
 DP1923                          SUPERSEDED SURVEY CONTROL
 DP1923
 DP1923  NAVD 88 (09/20/16)  297.583  (m)          976.32   (f) SUPERSEDED  2 1
 DP1923  NAVD 88 (02/26/14)  297.58   (m)  GEOID12A model used  GPS OBS        
 DP1923
 DP1923.Superseded values are not recommended for survey control.
 DP1923
 DP1923.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DP1923.See file dsdata.pdf to determine how the superseded data were derived.
 DP1923
 DP1923_MARKER: F = FLANGE-ENCASED ROD
 DP1923_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DP1923_STAMPING: 1002 BM 2013
 DP1923_MARK LOGO: MNDT
 DP1923_PROJECTION: RECESSED 61 CENTIMETERS
 DP1923_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DP1923_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DP1923_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DP1923+SATELLITE: SATELLITE OBSERVATIONS - April 06, 2020
 DP1923_ROD/PIPE-DEPTH: 13.4 meters
 DP1923
 DP1923  HISTORY     - Date     Condition        Report By
 DP1923  HISTORY     - 20131016 MONUMENTED       MNDT
 DP1923  HISTORY     - 20140527 GOOD             MNDT
 DP1923  HISTORY     - 20200406 GOOD             MNDT
 DP1923
 DP1923                          STATION DESCRIPTION
 DP1923
 DP1923'DESCRIBED BY MN DEPT OF TRANSP 2013
 DP1923'2.7 MILES NORTHEAST OF WACONIA, 2.75 MILES NORTHEAST ALONG TRUNK
 DP1923'HIGHWAY 5 FROM JUNCTION OF TRUNK HIGHWAY 5 AND TRUNK HIGHWAY 284 SOUTH
 DP1923'IN WACONIA, AT TRUNK HIGHWAY 5 MILE POINT 35.05, 27.0 FEET NORTHWEST
 DP1923'OF TRUNK HIGHWAY 5, 1.5 FEET SOUTHEAST OF WITNESS POST.
 DP1923
 DP1923                          STATION RECOVERY (2014)
 DP1923
 DP1923'RECOVERY NOTE BY MN DEPT OF TRANSP 2014 (KMS)
 DP1923'RECOVERED AS DESCRIBED.
 DP1923'
 DP1923'NOTE - THE STATION STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER
 DP1923'ALUMINUM ROD DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION
 DP1923'REMOVABLE DISK SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY
 DP1923'A SIX-INCH PVC PIPE BACK FILLED WITH WASHED SAND.
 DP1923
 DP1923                          STATION RECOVERY (2020)
 DP1923
 DP1923'RECOVERY NOTE BY MN DEPT OF TRANSP 2020 (TJD)
 DP1923'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DP1924 ***********************************************************************
 DP1924  DESIGNATION -  1002 BN
 DP1924  PID         -  DP1924
 DP1924  STATE/COUNTY-  MN/CARVER
 DP1924  COUNTRY     -  US
 DP1924  USGS QUAD   -  VICTORIA (2019)
 DP1924
 DP1924                         *CURRENT SURVEY CONTROL
 DP1924  ______________________________________________________________________
 DP1924* NAD 83(2011) POSITION- 44 51 34.60752(N) 093 41 15.94059(W)   ADJUSTED
 DP1924* NAD 83(2011) ELLIP HT-   268.476 (meters)        (02/26/14)   ADJUSTED
 DP1924* NAD 83(2011) EPOCH   -  2010.00
 DP1924* NAVD 88 ORTHO HEIGHT -   295.379 (meters)      969.09  (feet) ADJUSTED
 DP1924  ______________________________________________________________________
 DP1924  GEOID HEIGHT    -        -26.917 (meters)                     GEOID18
 DP1924  NAD 83(2011) X  -   -291,288.510 (meters)                     COMP
 DP1924  NAD 83(2011) Y  - -4,519,421.980 (meters)                     COMP
 DP1924  NAD 83(2011) Z  -  4,476,492.536 (meters)                     COMP
 DP1924  LAPLACE CORR    -          6.68  (seconds)                    DEFLEC18
 DP1924  DYNAMIC HEIGHT  -        295.370 (meters)      969.06  (feet) COMP
 DP1924  MODELED GRAVITY -    980,577.9   (mgal)                       NAVD 88
 DP1924
 DP1924  VERT ORDER      -  SECOND    CLASS I
 DP1924
 DP1924  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DP1924  Standards:
 DP1924         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DP1924            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DP1924  -------------------------------------------------------------------
 DP1924  NETWORK    0.85   0.67           0.40   0.26   0.34     -0.00259799
 DP1924  -------------------------------------------------------------------
 DP1924  Click here for local accuracies and other accuracy information.
 DP1924
 DP1924.The horizontal coordinates were established by GPS observations
 DP1924.and adjusted by the MN DEPT OF TRANSP in February 2014.
 DP1924
 DP1924.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DP1924.been affixed to the stable North American tectonic plate. See 
 DP1924.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DP1924
 DP1924.The horizontal coordinates are valid at the epoch date displayed above
 DP1924.which is a decimal equivalence of Year/Month/Day.
 DP1924
 DP1924.The orthometric height was determined by differential leveling and
 DP1924.adjusted by the NATIONAL GEODETIC SURVEY
 DP1924.in May 2020.
 DP1924
 DP1924.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP1924.GEOID18 height accuracy estimate available here.
 DP1924
 DP1924.Click photographs - Photos may exist for this station.
 DP1924
 DP1924.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DP1924
 DP1924.The Laplace correction was computed from DEFLEC18 derived deflections.
 DP1924
 DP1924.The ellipsoidal height was determined by GPS observations
 DP1924.and is referenced to NAD 83.
 DP1924
 DP1924.The dynamic height is computed by dividing the NAVD 88
 DP1924.geopotential number by the normal gravity value computed on the
 DP1924.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP1924.degrees latitude (g = 980.6199 gals.).
 DP1924
 DP1924.The modeled gravity was interpolated from observed gravity values.
 DP1924
 DP1924. The following values were computed from the NAD 83(2011) position.
 DP1924
 DP1924;                    North         East     Units Scale Factor Converg.
 DP1924;SPC MN S     -   306,673.441   824,677.577   MT  0.99994155   +0 13 07.9
 DP1924;SPC MN S     - 1,006,144.45  2,705,629.68   sFT  0.99994155   +0 13 07.9
 DP1924;UTM  15      - 4,967,585.447   445,661.676   MT  0.99963631   -0 29 06.5
 DP1924
 DP1924!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DP1924!SPC MN S     -   0.99995791  x   0.99994155  =   0.99989946
 DP1924!UTM  15      -   0.99995791  x   0.99963631  =   0.99959423
 DP1924
 DP1924_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK4566167585(NAD 83)
 DP1924
 DP1924                          SUPERSEDED SURVEY CONTROL
 DP1924
 DP1924  NAVD 88 (09/20/16)  295.387  (m)          969.12   (f) SUPERSEDED  2 1
 DP1924  NAVD 88 (02/26/14)  295.39   (m)  GEOID12A model used  GPS OBS        
 DP1924
 DP1924.Superseded values are not recommended for survey control.
 DP1924
 DP1924.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DP1924.See file dsdata.pdf to determine how the superseded data were derived.
 DP1924
 DP1924_MARKER: F = FLANGE-ENCASED ROD
 DP1924_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DP1924_STAMPING: 1002 BN 2013
 DP1924_MARK LOGO: MNDT
 DP1924_PROJECTION: RECESSED 8 CENTIMETERS
 DP1924_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DP1924_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DP1924_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP1924+SATELLITE: SATELLITE OBSERVATIONS - November 17, 2025
 DP1924_ROD/PIPE-DEPTH: 7.0 meters
 DP1924
 DP1924  HISTORY     - Date     Condition        Report By
 DP1924  HISTORY     - 20131016 MONUMENTED       MNDT
 DP1924  HISTORY     - 20140527 GOOD             MNDT
 DP1924  HISTORY     - 20200406 GOOD             MNDT
 DP1924  HISTORY     - 20251117 GOOD             MNDT
 DP1924
 DP1924                          STATION DESCRIPTION
 DP1924
 DP1924'DESCRIBED BY MN DEPT OF TRANSP 2013
 DP1924'1.3 MILES WEST OF VICTORIA, 1.35 MILES WEST ALONG TRUNK HIGHWAY 5 FROM
 DP1924'JUNCTION OF TRUNK HIGHWAY 5 AND COUNTY ROAD 11 SOUTH IN VICTORIA, AT
 DP1924'TRUNK HIGHWAY 5 MILE POINT 37.6, 53.0 FEET NORTH OF TRUNK HIGHWAY 5,
 DP1924'1.5 FEET SOUTH OF WITNESS POST.
 DP1924
 DP1924                          STATION RECOVERY (2014)
 DP1924
 DP1924'RECOVERY NOTE BY MN DEPT OF TRANSP 2014 (KMS)
 DP1924'RECOVERED AS DESCRIBED.
 DP1924'
 DP1924'NOTE - THE STATION STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER
 DP1924'ALUMINUM ROD DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION
 DP1924'REMOVABLE DISK SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY
 DP1924'A SIX-INCH PVC PIPE BACK FILLED WITH WASHED SAND.
 DP1924
 DP1924                          STATION RECOVERY (2020)
 DP1924
 DP1924'RECOVERY NOTE BY MN DEPT OF TRANSP 2020 (TJD)
 DP1924'RECOVERED IN GOOD CONDITION.
 DP1924
 DP1924                          STATION RECOVERY (2025)
 DP1924
 DP1924'RECOVERY NOTE BY MN DEPT OF TRANSP 2025 (KMS)
 DP1924'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DP1925 ***********************************************************************
 DP1925  DESIGNATION -  1002 BR
 DP1925  PID         -  DP1925
 DP1925  STATE/COUNTY-  MN/CARVER
 DP1925  COUNTRY     -  US
 DP1925  USGS QUAD   -  SHAKOPEE (2019)
 DP1925
 DP1925                         *CURRENT SURVEY CONTROL
 DP1925  ______________________________________________________________________
 DP1925* NAD 83(2011) POSITION- 44 51 58.59354(N) 093 37 01.50178(W)   ADJUSTED
 DP1925* NAD 83(2011) ELLIP HT-   265.001 (meters)        (02/26/14)   ADJUSTED
 DP1925* NAD 83(2011) EPOCH   -  2010.00
 DP1925* NAVD 88 ORTHO HEIGHT -   291.775 (meters)      957.27  (feet) ADJUSTED
 DP1925  ______________________________________________________________________
 DP1925  GEOID HEIGHT    -        -26.788 (meters)                     GEOID18
 DP1925  NAD 83(2011) X  -   -285,680.230 (meters)                     COMP
 DP1925  NAD 83(2011) Y  - -4,519,254.114 (meters)                     COMP
 DP1925  NAD 83(2011) Z  -  4,477,014.920 (meters)                     COMP
 DP1925  LAPLACE CORR    -          3.04  (seconds)                    DEFLEC18
 DP1925  DYNAMIC HEIGHT  -        291.770 (meters)      957.25  (feet) COMP
 DP1925  MODELED GRAVITY -    980,590.8   (mgal)                       NAVD 88
 DP1925
 DP1925  VERT ORDER      -  SECOND    CLASS I
 DP1925
 DP1925  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DP1925  Standards:
 DP1925         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DP1925            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DP1925  -------------------------------------------------------------------
 DP1925  NETWORK    0.58   0.55           0.27   0.19   0.28     -0.09859904
 DP1925  -------------------------------------------------------------------
 DP1925  Click here for local accuracies and other accuracy information.
 DP1925
 DP1925.The horizontal coordinates were established by GPS observations
 DP1925.and adjusted by the MN DEPT OF TRANSP in February 2014.
 DP1925
 DP1925.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DP1925.been affixed to the stable North American tectonic plate. See 
 DP1925.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DP1925
 DP1925.The horizontal coordinates are valid at the epoch date displayed above
 DP1925.which is a decimal equivalence of Year/Month/Day.
 DP1925
 DP1925.The orthometric height was determined by differential leveling and
 DP1925.adjusted by the NATIONAL GEODETIC SURVEY
 DP1925.in May 2020.
 DP1925
 DP1925.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP1925.GEOID18 height accuracy estimate available here.
 DP1925
 DP1925.Click photographs - Photos may exist for this station.
 DP1925
 DP1925.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DP1925
 DP1925.The Laplace correction was computed from DEFLEC18 derived deflections.
 DP1925
 DP1925.The ellipsoidal height was determined by GPS observations
 DP1925.and is referenced to NAD 83.
 DP1925
 DP1925.The dynamic height is computed by dividing the NAVD 88
 DP1925.geopotential number by the normal gravity value computed on the
 DP1925.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP1925.degrees latitude (g = 980.6199 gals.).
 DP1925
 DP1925.The modeled gravity was interpolated from observed gravity values.
 DP1925
 DP1925. The following values were computed from the NAD 83(2011) position.
 DP1925
 DP1925;                    North         East     Units Scale Factor Converg.
 DP1925;SPC MN S     -   307,437.571   830,260.017   MT  0.99994228   +0 16 06.2
 DP1925;SPC MN S     - 1,008,651.43  2,723,944.74   sFT  0.99994228   +0 16 06.2
 DP1925;UTM  15      - 4,968,280.728   451,251.352   MT  0.99962922   -0 26 07.2
 DP1925
 DP1925!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DP1925!SPC MN S     -   0.99995845  x   0.99994228  =   0.99990073
 DP1925!UTM  15      -   0.99995845  x   0.99962922  =   0.99958769
 DP1925
 DP1925_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK5125168280(NAD 83)
 DP1925
 DP1925                          SUPERSEDED SURVEY CONTROL
 DP1925
 DP1925  NAVD 88 (09/20/16)  291.779  (m)          957.28   (f) SUPERSEDED  2 1
 DP1925  NAVD 88 (02/26/14)  291.79   (m)  GEOID12A model used  GPS OBS        
 DP1925
 DP1925.Superseded values are not recommended for survey control.
 DP1925
 DP1925.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DP1925.See file dsdata.pdf to determine how the superseded data were derived.
 DP1925
 DP1925_MARKER: F = FLANGE-ENCASED ROD
 DP1925_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DP1925_STAMPING: 1002 BR 2013
 DP1925_MARK LOGO: MNDT
 DP1925_PROJECTION: RECESSED 8 CENTIMETERS
 DP1925_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DP1925_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DP1925_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP1925+SATELLITE: SATELLITE OBSERVATIONS - November 17, 2025
 DP1925_ROD/PIPE-DEPTH: 8.2 meters
 DP1925
 DP1925  HISTORY     - Date     Condition        Report By
 DP1925  HISTORY     - 20131015 MONUMENTED       MNDT
 DP1925  HISTORY     - 20140527 GOOD             MNDT
 DP1925  HISTORY     - 20191106 GOOD             MNDT
 DP1925  HISTORY     - 20251117 GOOD             MNDT
 DP1925
 DP1925                          STATION DESCRIPTION
 DP1925
 DP1925'DESCRIBED BY MN DEPT OF TRANSP 2013
 DP1925'IN CHANHASSEN, 1.0 MILES WEST ALONG TRUNK HIGHWAY 5 FROM JUNCTION OF
 DP1925'TRUNK HIGHWAY 5 AND TRUNK HIGHWAY 41 IN CHANHASSEN, AT TRUNK HIGHWAY 5
 DP1925'MILE POINT 41.4, 29.5 FEET NORTH OF TRUNK HIGHWAY 5, 30.5 FEET SOUTH
 DP1925'OF FRONTAGE ROAD, 1.5 FEET SOUTH OF WITNESS POST.
 DP1925
 DP1925                          STATION RECOVERY (2014)
 DP1925
 DP1925'RECOVERY NOTE BY MN DEPT OF TRANSP 2014 (KMS)
 DP1925'RECOVERED AS DESCRIBED.
 DP1925'
 DP1925'NOTE - THE STATION STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER
 DP1925'ALUMINUM ROD DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION
 DP1925'REMOVABLE DISK SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY
 DP1925'A SIX-INCH PVC PIPE BACK FILLED WITH WASHED SAND.
 DP1925
 DP1925                          STATION RECOVERY (2019)
 DP1925
 DP1925'RECOVERY NOTE BY MN DEPT OF TRANSP 2019 (MPP)
 DP1925'IN CHANHASSEN, 1.0 MI (1.6 KM) WEST ALONG TRUNK HIGHWAY 5 FROM THE
 DP1925'JUNCTION OF TRUNK HIGHWAY 5 AND TRUNK HIGHWAY 41 IN CHANHASSEN, AT
 DP1925'TRUNK HIGHWAY 5 MILE POINT 41.4, 29.5 FT (9.0 M) NORTH OF TRUNK
 DP1925'HIGHWAY 5, 30.5 FT (9.3 M) SOUTH OF FRONTAGE ROAD, 1.5 FT (0.5 M)
 DP1925'SOUTH OF A WITNESS POST.
 DP1925
 DP1925                          STATION RECOVERY (2025)
 DP1925
 DP1925'RECOVERY NOTE BY MN DEPT OF TRANSP 2025 (KMS)
 DP1925'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DP1926 ***********************************************************************
 DP1926  DESIGNATION -  1002 BS
 DP1926  PID         -  DP1926
 DP1926  STATE/COUNTY-  MN/CARVER
 DP1926  COUNTRY     -  US
 DP1926  USGS QUAD   -  SHAKOPEE (2019)
 DP1926
 DP1926                         *CURRENT SURVEY CONTROL
 DP1926  ______________________________________________________________________
 DP1926* NAD 83(2011) POSITION- 44 51 47.90895(N) 093 34 11.43765(W)   ADJUSTED
 DP1926* NAD 83(2011) ELLIP HT-   268.785 (meters)        (02/26/14)   ADJUSTED
 DP1926* NAD 83(2011) EPOCH   -  2010.00
 DP1926* NAVD 88 ORTHO HEIGHT -   295.532 (meters)      969.59  (feet) ADJUSTED
 DP1926  ______________________________________________________________________
 DP1926  GEOID HEIGHT    -        -26.757 (meters)                     GEOID18
 DP1926  NAD 83(2011) X  -   -281,968.689 (meters)                     COMP
 DP1926  NAD 83(2011) Y  - -4,519,723.024 (meters)                     COMP
 DP1926  NAD 83(2011) Z  -  4,476,783.809 (meters)                     COMP
 DP1926  LAPLACE CORR    -         -0.14  (seconds)                    DEFLEC18
 DP1926  DYNAMIC HEIGHT  -        295.528 (meters)      969.58  (feet) COMP
 DP1926  MODELED GRAVITY -    980,594.5   (mgal)                       NAVD 88
 DP1926
 DP1926  VERT ORDER      -  SECOND    CLASS I
 DP1926
 DP1926  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DP1926  Standards:
 DP1926         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DP1926            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DP1926  -------------------------------------------------------------------
 DP1926  NETWORK    0.29   0.41           0.13   0.10   0.21      0.01140915
 DP1926  -------------------------------------------------------------------
 DP1926  Click here for local accuracies and other accuracy information.
 DP1926
 DP1926.The horizontal coordinates were established by GPS observations
 DP1926.and adjusted by the MN DEPT OF TRANSP in February 2014.
 DP1926
 DP1926.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DP1926.been affixed to the stable North American tectonic plate. See 
 DP1926.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DP1926
 DP1926.The horizontal coordinates are valid at the epoch date displayed above
 DP1926.which is a decimal equivalence of Year/Month/Day.
 DP1926
 DP1926.The orthometric height was determined by differential leveling and
 DP1926.adjusted by the NATIONAL GEODETIC SURVEY
 DP1926.in May 2020.
 DP1926
 DP1926.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP1926.GEOID18 height accuracy estimate available here.
 DP1926
 DP1926.Click photographs - Photos may exist for this station.
 DP1926
 DP1926.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DP1926
 DP1926.The Laplace correction was computed from DEFLEC18 derived deflections.
 DP1926
 DP1926.The ellipsoidal height was determined by GPS observations
 DP1926.and is referenced to NAD 83.
 DP1926
 DP1926.The dynamic height is computed by dividing the NAVD 88
 DP1926.geopotential number by the normal gravity value computed on the
 DP1926.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP1926.degrees latitude (g = 980.6199 gals.).
 DP1926
 DP1926.The modeled gravity was interpolated from observed gravity values.
 DP1926
 DP1926. The following values were computed from the NAD 83(2011) position.
 DP1926
 DP1926;                    North         East     Units Scale Factor Converg.
 DP1926;SPC MN S     -   307,126.336   833,994.872   MT  0.99994195   +0 18 05.4
 DP1926;SPC MN S     - 1,007,630.32  2,736,198.18   sFT  0.99994195   +0 18 05.4
 DP1926;UTM  15      - 4,967,923.765   454,980.928   MT  0.99962492   -0 24 07.1
 DP1926
 DP1926!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DP1926!SPC MN S     -   0.99995786  x   0.99994195  =   0.99989981
 DP1926!UTM  15      -   0.99995786  x   0.99962492  =   0.99958279
 DP1926
 DP1926_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK5498067923(NAD 83)
 DP1926
 DP1926                          SUPERSEDED SURVEY CONTROL
 DP1926
 DP1926  NAVD 88 (09/20/16)  295.534  (m)          969.60   (f) SUPERSEDED  2 1
 DP1926  NAVD 88 (02/26/14)  295.54   (m)  GEOID12A model used  GPS OBS        
 DP1926
 DP1926.Superseded values are not recommended for survey control.
 DP1926
 DP1926.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DP1926.See file dsdata.pdf to determine how the superseded data were derived.
 DP1926
 DP1926_MARKER: F = FLANGE-ENCASED ROD
 DP1926_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DP1926_STAMPING: 1002 BS 2013
 DP1926_MARK LOGO: MNDT
 DP1926_PROJECTION: RECESSED 8 CENTIMETERS
 DP1926_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DP1926_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DP1926_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP1926+SATELLITE: SATELLITE OBSERVATIONS - December 01, 2025
 DP1926_ROD/PIPE-DEPTH: 5.8 meters
 DP1926
 DP1926  HISTORY     - Date     Condition        Report By
 DP1926  HISTORY     - 20131015 MONUMENTED       MNDT
 DP1926  HISTORY     - 20140527 GOOD             MNDT
 DP1926  HISTORY     - 20200406 GOOD             MNDT
 DP1926  HISTORY     - 20251201 GOOD             MNDT
 DP1926
 DP1926                          STATION DESCRIPTION
 DP1926
 DP1926'DESCRIBED BY MN DEPT OF TRANSP 2013
 DP1926'IN CHANHASSEN, 1.35 MILES EAST ALONG TRUNK HIGHWAY 5 FROM JUNCTION OF
 DP1926'TRUNK HIGHWAY 5 AND TRUNK HIGHWAY 41 IN CHANHASSEN, AT TRUNK HIGHWAY 5
 DP1926'MILE POINT 43.80, 38.5 FEET NORTH OF WESTBOUND TRUNK HIGHWAY 5, 1.5
 DP1926'FEET SOUTH OF WITNESS POST.
 DP1926
 DP1926                          STATION RECOVERY (2014)
 DP1926
 DP1926'RECOVERY NOTE BY MN DEPT OF TRANSP 2014 (KMS)
 DP1926'RECOVERED AS DESCRIBED.
 DP1926'
 DP1926'NOTE - THE STATION STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER
 DP1926'ALUMINUM ROD DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION
 DP1926'REMOVABLE DISK SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY
 DP1926'A SIX-INCH PVC PIPE BACK FILLED WITH WASHED SAND.
 DP1926
 DP1926                          STATION RECOVERY (2020)
 DP1926
 DP1926'RECOVERY NOTE BY MN DEPT OF TRANSP 2020 (TJD)
 DP1926'RECOVERED IN GOOD CONDITION.
 DP1926
 DP1926                          STATION RECOVERY (2025)
 DP1926
 DP1926'RECOVERY NOTE BY MN DEPT OF TRANSP 2025 (KMS)
 DP1926'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DP1927 ***********************************************************************
 DP1927  DESIGNATION -  1002 BT
 DP1927  PID         -  DP1927
 DP1927  STATE/COUNTY-  MN/CARVER
 DP1927  COUNTRY     -  US
 DP1927  USGS QUAD   -  SHAKOPEE (2019)
 DP1927
 DP1927                         *CURRENT SURVEY CONTROL
 DP1927  ______________________________________________________________________
 DP1927* NAD 83(2011) POSITION- 44 51 40.11392(N) 093 31 35.67568(W)   ADJUSTED
 DP1927* NAD 83(2011) ELLIP HT-   264.673 (meters)        (02/26/14)   ADJUSTED
 DP1927* NAD 83(2011) EPOCH   -  2010.00
 DP1927* NAVD 88 ORTHO HEIGHT -   291.452 (meters)      956.21  (feet) ADJUSTED
 DP1927  ______________________________________________________________________
 DP1927  GEOID HEIGHT    -        -26.781 (meters)                     GEOID18
 DP1927  NAD 83(2011) X  -   -278,565.778 (meters)                     COMP
 DP1927  NAD 83(2011) Y  - -4,520,101.181 (meters)                     COMP
 DP1927  NAD 83(2011) Z  -  4,476,610.344 (meters)                     COMP
 DP1927  LAPLACE CORR    -         -2.64  (seconds)                    DEFLEC18
 DP1927  DYNAMIC HEIGHT  -        291.447 (meters)      956.19  (feet) COMP
 DP1927  MODELED GRAVITY -    980,590.8   (mgal)                       NAVD 88
 DP1927
 DP1927  VERT ORDER      -  SECOND    CLASS I
 DP1927
 DP1927  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DP1927  Standards:
 DP1927         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DP1927            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DP1927  -------------------------------------------------------------------
 DP1927  NETWORK    0.53   0.43           0.25   0.16   0.22      0.04634759
 DP1927  -------------------------------------------------------------------
 DP1927  Click here for local accuracies and other accuracy information.
 DP1927
 DP1927.The horizontal coordinates were established by GPS observations
 DP1927.and adjusted by the MN DEPT OF TRANSP in February 2014.
 DP1927
 DP1927.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DP1927.been affixed to the stable North American tectonic plate. See 
 DP1927.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DP1927
 DP1927.The horizontal coordinates are valid at the epoch date displayed above
 DP1927.which is a decimal equivalence of Year/Month/Day.
 DP1927
 DP1927.The orthometric height was determined by differential leveling and
 DP1927.adjusted by the NATIONAL GEODETIC SURVEY
 DP1927.in May 2020.
 DP1927
 DP1927.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP1927.GEOID18 height accuracy estimate available here.
 DP1927
 DP1927.Click photographs - Photos may exist for this station.
 DP1927
 DP1927.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DP1927
 DP1927.The Laplace correction was computed from DEFLEC18 derived deflections.
 DP1927
 DP1927.The ellipsoidal height was determined by GPS observations
 DP1927.and is referenced to NAD 83.
 DP1927
 DP1927.The dynamic height is computed by dividing the NAVD 88
 DP1927.geopotential number by the normal gravity value computed on the
 DP1927.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP1927.degrees latitude (g = 980.6199 gals.).
 DP1927
 DP1927.The modeled gravity was interpolated from observed gravity values.
 DP1927
 DP1927. The following values were computed from the NAD 83(2011) position.
 DP1927
 DP1927;                    North         East     Units Scale Factor Converg.
 DP1927;SPC MN S     -   306,904.627   837,415.599   MT  0.99994171   +0 19 54.6
 DP1927;SPC MN S     - 1,006,902.93  2,747,421.01   sFT  0.99994171   +0 19 54.6
 DP1927;UTM  15      - 4,967,660.163   458,397.586   MT  0.99962128   -0 22 17.2
 DP1927
 DP1927!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DP1927!SPC MN S     -   0.99995850  x   0.99994171  =   0.99990022
 DP1927!UTM  15      -   0.99995850  x   0.99962128  =   0.99957980
 DP1927
 DP1927_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK5839767660(NAD 83)
 DP1927
 DP1927                          SUPERSEDED SURVEY CONTROL
 DP1927
 DP1927  NAVD 88 (09/20/16)  291.451  (m)          956.20   (f) SUPERSEDED  2 1
 DP1927  NAVD 88 (02/26/14)  291.45   (m)  GEOID12A model used  GPS OBS        
 DP1927
 DP1927.Superseded values are not recommended for survey control.
 DP1927
 DP1927.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DP1927.See file dsdata.pdf to determine how the superseded data were derived.
 DP1927
 DP1927_MARKER: F = FLANGE-ENCASED ROD
 DP1927_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DP1927_STAMPING: 1002 BT 2013
 DP1927_MARK LOGO: MNDT
 DP1927_PROJECTION: RECESSED 8 CENTIMETERS
 DP1927_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DP1927_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DP1927_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP1927+SATELLITE: SATELLITE OBSERVATIONS - May 27, 2014
 DP1927_ROD/PIPE-DEPTH: 8.5 meters
 DP1927
 DP1927  HISTORY     - Date     Condition        Report By
 DP1927  HISTORY     - 20131015 MONUMENTED       MNDT
 DP1927  HISTORY     - 20140527 GOOD             MNDT
 DP1927
 DP1927                          STATION DESCRIPTION
 DP1927
 DP1927'DESCRIBED BY MN DEPT OF TRANSP 2013
 DP1927'IN CHANHASSEN, 0.1 MILES WEST ALONG TRUNK HIGHWAY 5 FROM JUNCTION OF
 DP1927'TRUNK HIGHWAY 5 AND TRUNK HIGHWAY 101 NORTH IN CHANHASSEN, AT TRUNK
 DP1927'HIGHWAY 5 MILE POINT 46.0, 28.0 FEET NORTH OF WESTBOUND TRUNK HIGHWAY
 DP1927'5, 10 FEET SOUTH OF BIKE PATH, 46.8 FEET EAST OF MILE POST NUMBER 46,
 DP1927'1.5 FEET SOUTHEAST OF WITNESS POST.
 DP1927
 DP1927                          STATION RECOVERY (2014)
 DP1927
 DP1927'RECOVERY NOTE BY MN DEPT OF TRANSP 2014 (KMS)
 DP1927'RECOVERED AS DESCRIBED.
 DP1927'
 DP1927'NOTE - THE STATION STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER
 DP1927'ALUMINUM ROD DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION
 DP1927'REMOVABLE DISK SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY
 DP1927'A SIX-INCH PVC PIPE BACK FILLED WITH WASHED SAND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DS4149 ***********************************************************************
 DS4149  HT_MOD      -  This is a Height Modernization Survey Station.
 DS4149  DESIGNATION -  1002 BU
 DS4149  PID         -  DS4149
 DS4149  STATE/COUNTY-  MN/CARVER
 DS4149  COUNTRY     -  US
 DS4149  USGS QUAD   -  SHAKOPEE (2019)
 DS4149
 DS4149                         *CURRENT SURVEY CONTROL
 DS4149  ______________________________________________________________________
 DS4149* NAD 83(2011) POSITION- 44 51 51.03792(N) 093 36 31.86832(W)   ADJUSTED
 DS4149* NAD 83(2011) ELLIP HT-   264.718 (meters)        (01/21/26)   ADJUSTED
 DS4149* NAD 83(2011) EPOCH   -  2010.00
 DS4149* NAVD 88 ORTHO HEIGHT -   291.49  (meters)      956.3   (feet) GPS OBS
 DS4149  ______________________________________________________________________
 DS4149  GEOID HEIGHT    -        -26.776 (meters)                     GEOID18
 DS4149  NAD 83(2011) X  -   -285,041.303 (meters)                     COMP
 DS4149  NAD 83(2011) Y  - -4,519,459.124 (meters)                     COMP
 DS4149  NAD 83(2011) Z  -  4,476,849.404 (meters)                     COMP
 DS4149  LAPLACE CORR    -          2.59  (seconds)                    DEFLEC18
 DS4149
 DS4149  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DS4149  Standards:
 DS4149         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DS4149            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DS4149  -------------------------------------------------------------------
 DS4149  NETWORK    0.26   0.51           0.12   0.09   0.26      0.00500635
 DS4149  -------------------------------------------------------------------
 DS4149  Click here for local accuracies and other accuracy information.
 DS4149
 DS4149.The horizontal coordinates were established by GPS observations
 DS4149.and adjusted by the MN DEPT OF TRANSP in January 2026.
 DS4149
 DS4149.Refers to NAD 83 (2011) epoch 2010.00 coordinates where the reference 
 DS4149.frame has been affixed to the stable North American tectonic plate 
 DS4149
 DS4149.The horizontal coordinates are valid at the epoch date displayed above
 DS4149.which is a decimal equivalence of Year/Month/Day.
 DS4149
 DS4149.The orthometric height was determined by GPS observations and a
 DS4149.high-resolution geoid model using precise GPS observation and
 DS4149.processing techniques.
 DS4149
 DS4149.Significant digits in the geoid height do not necessarily reflect accuracy.
 DS4149.GEOID18 height accuracy estimate available here.
 DS4149
 DS4149.Click photographs - Photos may exist for this station.
 DS4149
 DS4149.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DS4149
 DS4149.The Laplace correction was computed from DEFLEC18 derived deflections.
 DS4149
 DS4149.The ellipsoidal height was determined by GPS observations
 DS4149.and is referenced to NAD 83.
 DS4149
 DS4149. The following values were computed from the NAD 83(2011) position.
 DS4149
 DS4149;                    North         East     Units Scale Factor Converg.
 DS4149;SPC MN S     -   307,207.431   830,911.625   MT  0.99994205   +0 16 27.0
 DS4149;SPC MN S     - 1,007,896.38  2,726,082.56   sFT  0.99994205   +0 16 27.0
 DS4149;UTM  15      - 4,968,042.677   451,899.881   MT  0.99962845   -0 25 46.2
 DS4149
 DS4149!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DS4149!SPC MN S     -   0.99995850  x   0.99994205  =   0.99990055
 DS4149!UTM  15      -   0.99995850  x   0.99962845  =   0.99958696
 DS4149
 DS4149_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK5189968042(NAD 83)
 DS4149
 DS4149                          SUPERSEDED SURVEY CONTROL
 DS4149
 DS4149.No superseded survey control is available for this station.
 DS4149
 DS4149_MARKER: F = FLANGE-ENCASED ROD
 DS4149_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DS4149_STAMPING: 1002 BU 2025
 DS4149_MARK LOGO: MNDT
 DS4149_PROJECTION: RECESSED 8 CENTIMETERS
 DS4149_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DS4149_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DS4149_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DS4149+SATELLITE: SATELLITE OBSERVATIONS - December 01, 2025
 DS4149_ROD/PIPE-DEPTH: 12.2 meters
 DS4149
 DS4149  HISTORY     - Date     Condition        Report By
 DS4149  HISTORY     - 20251029 MONUMENTED       MNDT
 DS4149  HISTORY     - 20251201 GOOD             MNDT
 DS4149
 DS4149                          STATION DESCRIPTION
 DS4149
 DS4149'DESCRIBED BY MN DEPT OF TRANSP 2025
 DS4149'THE MARK IS LOCATED ABOUT 5.7 MI (9.2 KM) SOUTH-SOUTHEAST OF MOUND,
 DS4149'3.4 MI (5.5 KM) SOUTHWEST OF EXCELSIOR AND 2.6 MI (4.2 KM) EAST OF
 DS4149'VICTORIA.
 DS4149'
 DS4149'IN CHANHASSEN, 0.6 MI (1.0 KM) WEST ALONG TRUNK HIGHWAY 5 FROM THE
 DS4149'JUNCTION OF TRUNK HIGHWAY 5 AND TRUNK HIGHWAY 41 IN CHANHASSEN, AT
 DS4149'TRUNK HIGHWAY 5 MILE POINT 41.85.
 DS4149'
 DS4149'IT IS 71.8 FT (21.9 M) NORTH OF THE TRUNK HIGHWAY 5 FOG LINE, 55.0 FT
 DS4149'(16.8 M) EAST OF CRIMSON BAY ROAD, 30.0 FT (9.1 M) NORTH-NORTHEAST OF
 DS4149'A FIRE HYDRANT AND 1.5 FT (0.5 M) NORTH OF A WITNESS POST.
 DS4149'
 DS4149'NOTE-THE STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM ROD
 DS4149'DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION REMOVABLE DISK
 DS4149'SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH PVC
 DS4149'PIPE BACK FILLED WITH WASHED SAND.
 DS4149
 DS4149                          STATION RECOVERY (2025)
 DS4149
 DS4149'RECOVERY NOTE BY MN DEPT OF TRANSP 2025 (KMS)
 DS4149'IN CHANHASSEN, 0.6 MI (1.0 KM) WEST ALONG TRUNK HIGHWAY 5 FROM THE
 DS4149'JUNCTION OF TRUNK HIGHWAY 5 AND TRUNK HIGHWAY 41 IN CHANHASSEN, AT
 DS4149'TRUNK HIGHWAY 5 MILE POINT 41.85, 71.8 FT (21.9 M) NORTH OF THE TRUNK
 DS4149'HIGHWAY 5 FOG LINE, 55.0 FT (16.8 M) EAST OF CRIMSON BAY ROAD, 30.0 FT
 DS4149'(9.1 M) NORTH-NORTHEAST OF A FIRE HYDRANT, 1.5 FT (0.5 M) NORTH OF A
 DS4149'WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DS4150 ***********************************************************************
 DS4150  HT_MOD      -  This is a Height Modernization Survey Station.
 DS4150  DESIGNATION -  1002 BV
 DS4150  PID         -  DS4150
 DS4150  STATE/COUNTY-  MN/CARVER
 DS4150  COUNTRY     -  US
 DS4150  USGS QUAD   -  SHAKOPEE (2019)
 DS4150
 DS4150                         *CURRENT SURVEY CONTROL
 DS4150  ______________________________________________________________________
 DS4150* NAD 83(2011) POSITION- 44 52 03.11841(N) 093 37 27.39303(W)   ADJUSTED
 DS4150* NAD 83(2011) ELLIP HT-   275.148 (meters)        (01/21/26)   ADJUSTED
 DS4150* NAD 83(2011) EPOCH   -  2010.00
 DS4150* NAVD 88 ORTHO HEIGHT -   301.94  (meters)      990.6   (feet) GPS OBS
 DS4150  ______________________________________________________________________
 DS4150  GEOID HEIGHT    -        -26.799 (meters)                     GEOID18
 DS4150  NAD 83(2011) X  -   -286,241.729 (meters)                     COMP
 DS4150  NAD 83(2011) Y  - -4,519,127.050 (meters)                     COMP
 DS4150  NAD 83(2011) Z  -  4,477,121.080 (meters)                     COMP
 DS4150  LAPLACE CORR    -          3.37  (seconds)                    DEFLEC18
 DS4150
 DS4150  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DS4150  Standards:
 DS4150         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DS4150            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DS4150  -------------------------------------------------------------------
 DS4150  NETWORK    0.37   0.73           0.17   0.12   0.37      0.00308016
 DS4150  -------------------------------------------------------------------
 DS4150  Click here for local accuracies and other accuracy information.
 DS4150
 DS4150.The horizontal coordinates were established by GPS observations
 DS4150.and adjusted by the MN DEPT OF TRANSP in January 2026.
 DS4150
 DS4150.Refers to NAD 83 (2011) epoch 2010.00 coordinates where the reference 
 DS4150.frame has been affixed to the stable North American tectonic plate 
 DS4150
 DS4150.The horizontal coordinates are valid at the epoch date displayed above
 DS4150.which is a decimal equivalence of Year/Month/Day.
 DS4150
 DS4150.The orthometric height was determined by GPS observations and a
 DS4150.high-resolution geoid model using precise GPS observation and
 DS4150.processing techniques.
 DS4150
 DS4150.Significant digits in the geoid height do not necessarily reflect accuracy.
 DS4150.GEOID18 height accuracy estimate available here.
 DS4150
 DS4150.Click photographs - Photos may exist for this station.
 DS4150
 DS4150.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DS4150
 DS4150.The Laplace correction was computed from DEFLEC18 derived deflections.
 DS4150
 DS4150.The ellipsoidal height was determined by GPS observations
 DS4150.and is referenced to NAD 83.
 DS4150
 DS4150. The following values were computed from the NAD 83(2011) position.
 DS4150
 DS4150;                    North         East     Units Scale Factor Converg.
 DS4150;SPC MN S     -   307,574.603   829,691.029   MT  0.99994242   +0 15 48.1
 DS4150;SPC MN S     - 1,009,101.01  2,722,077.98   sFT  0.99994242   +0 15 48.1
 DS4150;UTM  15      - 4,968,424.693   450,684.267   MT  0.99962991   -0 26 25.5
 DS4150
 DS4150!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DS4150!SPC MN S     -   0.99995686  x   0.99994242  =   0.99989928
 DS4150!UTM  15      -   0.99995686  x   0.99962991  =   0.99958679
 DS4150
 DS4150_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK5068468424(NAD 83)
 DS4150
 DS4150                          SUPERSEDED SURVEY CONTROL
 DS4150
 DS4150.No superseded survey control is available for this station.
 DS4150
 DS4150_MARKER: F = FLANGE-ENCASED ROD
 DS4150_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DS4150_STAMPING: 1002 BV 2025
 DS4150_MARK LOGO: MNDT
 DS4150_PROJECTION: RECESSED 5 CENTIMETERS
 DS4150_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DS4150_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DS4150_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DS4150+SATELLITE: SATELLITE OBSERVATIONS - December 01, 2025
 DS4150_ROD/PIPE-DEPTH: 5.5 meters
 DS4150
 DS4150  HISTORY     - Date     Condition        Report By
 DS4150  HISTORY     - 20251103 MONUMENTED       MNDT
 DS4150  HISTORY     - 20251201 GOOD             MNDT
 DS4150
 DS4150                          STATION DESCRIPTION
 DS4150
 DS4150'DESCRIBED BY MN DEPT OF TRANSP 2025
 DS4150'THE MARK IS LOCATED ABOUT 5.2 MI (8.4 KM) SOUTH-SOUTHEAST OF MOUND,
 DS4150'3.8 MI (6.1 KM) SOUTHWEST OF EXCELSIOR AND 1.9 MI (3.1 KM)
 DS4150'EAST-NORTHEAST OF VICTORIA.
 DS4150'
 DS4150'IN CHANHASSEN, 1.35 MI (2.17 KM) WEST ALONG TRUNK HIGHWAY 5 FROM THE
 DS4150'JUNCTION OF TRUNK HIGHWAY 5 AND TRUNK HIGHWAY 41 IN CHANHASSEN, AT
 DS4150'TRUNK HIGHWAY 5 MILE POINT 41.05.
 DS4150'
 DS4150'IT IS 65.3 FT (19.9 M) NORTH OF THE TRUNK HIGHWAY 5 FOG LINE, 77.0 FT
 DS4150'(23.5 M) EAST OF THE MINNEWASHTA PARKWAY FOG LINE, 9.9 FT (3.0 M) EAST
 DS4150'OF THE SOUTHEAST CORNER OF A BOX CULVERT OVER A BIKE PATH AND 9.9 FT
 DS4150'(3.0 M) EAST OF A WITNESS POST.
 DS4150'
 DS4150'NOTE-THE STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM ROD
 DS4150'DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION REMOVABLE DISK
 DS4150'SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH PVC
 DS4150'PIPE BACK FILLED WITH WASHED SAND.
 DS4150
 DS4150                          STATION RECOVERY (2025)
 DS4150
 DS4150'RECOVERY NOTE BY MN DEPT OF TRANSP 2025 (KMS)
 DS4150'IN CHANHASSEN, 1.35 MI (2.17 KM) WEST ALONG TRUNK HIGHWAY 5 FROM THE
 DS4150'JUNCTION OF TRUNK HIGHWAY 5 AND TRUNK HIGHWAY 41 IN CHANHASSEN, AT
 DS4150'TRUNK HIGHWAY 5 MILE POINT 41.05, 65.3 FT (19.9 M) NORTH OF THE TRUNK
 DS4150'HIGHWAY 5 FOG LINE, 77.0 FT (23.5 M) EAST OF THE MINNEWASHTA PARKWAY
 DS4150'FOG LINE, 9.9 FT (3.0 M) EAST OF THE SOUTHEAST CORNER OF A BOX CULVERT
 DS4150'OVER A BIKE PATH, 9.9 FT (3.0 M) EAST OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DS4151 ***********************************************************************
 DS4151  HT_MOD      -  This is a Height Modernization Survey Station.
 DS4151  DESIGNATION -  1002 BW
 DS4151  PID         -  DS4151
 DS4151  STATE/COUNTY-  MN/CARVER
 DS4151  COUNTRY     -  US
 DS4151  USGS QUAD   -  VICTORIA (2019)
 DS4151
 DS4151                         *CURRENT SURVEY CONTROL
 DS4151  ______________________________________________________________________
 DS4151* NAD 83(2011) POSITION- 44 52 01.95468(N) 093 38 11.77613(W)   ADJUSTED
 DS4151* NAD 83(2011) ELLIP HT-   283.502 (meters)        (01/21/26)   ADJUSTED
 DS4151* NAD 83(2011) EPOCH   -  2010.00
 DS4151* NAVD 88 ORTHO HEIGHT -   310.31  (meters)     1018.1   (feet) GPS OBS
 DS4151  ______________________________________________________________________
 DS4151  GEOID HEIGHT    -        -26.817 (meters)                     GEOID18
 DS4151  NAD 83(2011) X  -   -287,216.110 (meters)                     COMP
 DS4151  NAD 83(2011) Y  - -4,519,096.555 (meters)                     COMP
 DS4151  NAD 83(2011) Z  -  4,477,101.512 (meters)                     COMP
 DS4151  LAPLACE CORR    -          4.04  (seconds)                    DEFLEC18
 DS4151
 DS4151  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DS4151  Standards:
 DS4151         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DS4151            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DS4151  -------------------------------------------------------------------
 DS4151  NETWORK    0.40   0.76           0.18   0.14   0.39     -0.01192778
 DS4151  -------------------------------------------------------------------
 DS4151  Click here for local accuracies and other accuracy information.
 DS4151
 DS4151.The horizontal coordinates were established by GPS observations
 DS4151.and adjusted by the MN DEPT OF TRANSP in January 2026.
 DS4151
 DS4151.Refers to NAD 83 (2011) epoch 2010.00 coordinates where the reference 
 DS4151.frame has been affixed to the stable North American tectonic plate 
 DS4151
 DS4151.The horizontal coordinates are valid at the epoch date displayed above
 DS4151.which is a decimal equivalence of Year/Month/Day.
 DS4151
 DS4151.The orthometric height was determined by GPS observations and a
 DS4151.high-resolution geoid model using precise GPS observation and
 DS4151.processing techniques.
 DS4151
 DS4151.Significant digits in the geoid height do not necessarily reflect accuracy.
 DS4151.GEOID18 height accuracy estimate available here.
 DS4151
 DS4151.Click photographs - Photos may exist for this station.
 DS4151
 DS4151.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DS4151
 DS4151.The Laplace correction was computed from DEFLEC18 derived deflections.
 DS4151
 DS4151.The ellipsoidal height was determined by GPS observations
 DS4151.and is referenced to NAD 83.
 DS4151
 DS4151. The following values were computed from the NAD 83(2011) position.
 DS4151
 DS4151;                    North         East     Units Scale Factor Converg.
 DS4151;SPC MN S     -   307,534.278   828,716.943   MT  0.99994238   +0 15 17.0
 DS4151;SPC MN S     - 1,008,968.71  2,718,882.17   sFT  0.99994238   +0 15 17.0
 DS4151;UTM  15      - 4,968,396.344   449,710.064   MT  0.99963110   -0 26 56.8
 DS4151
 DS4151!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DS4151!SPC MN S     -   0.99995555  x   0.99994238  =   0.99989793
 DS4151!UTM  15      -   0.99995555  x   0.99963110  =   0.99958667
 DS4151
 DS4151_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK4971068396(NAD 83)
 DS4151
 DS4151                          SUPERSEDED SURVEY CONTROL
 DS4151
 DS4151.No superseded survey control is available for this station.
 DS4151
 DS4151_MARKER: F = FLANGE-ENCASED ROD
 DS4151_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DS4151_STAMPING: 1002 BW 2025
 DS4151_MARK LOGO: MNDT
 DS4151_PROJECTION: RECESSED 8 CENTIMETERS
 DS4151_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DS4151_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DS4151_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DS4151+SATELLITE: SATELLITE OBSERVATIONS - December 01, 2025
 DS4151_ROD/PIPE-DEPTH: 8.5 meters
 DS4151
 DS4151  HISTORY     - Date     Condition        Report By
 DS4151  HISTORY     - 20251103 MONUMENTED       MNDT
 DS4151  HISTORY     - 20251201 GOOD             MNDT
 DS4151
 DS4151                          STATION DESCRIPTION
 DS4151
 DS4151'DESCRIBED BY MN DEPT OF TRANSP 2025
 DS4151'THE MARK IS LOCATED ABOUT 5.0 MI (8.0 KM) SOUTH-SOUTHEAST OF MOUND,
 DS4151'4.3 MI (6.9 KM) SOUTHWEST OF EXCELSIOR AND 1.4 MI (2.3 KM)
 DS4151'EAST-NORTHEAST OF VICTORIA.
 DS4151'
 DS4151'IN VICTORIA, 1.5 MI (2.4 KM) EAST ALONG TRUNK HIGHWAY 5 FROM THE EAST
 DS4151'JUNCTION OF TRUNK HIGHWAY 5 AND COUNTY ROAD 11 IN VICTORIA, AT TRUNK
 DS4151'HIGHWAY 5 MILE POINT 40.4.
 DS4151'
 DS4151'IT IS 50.6 FT (15.4 M) NORTH OF THE TRUNK HIGHWAY 5 FOG LINE, 110.2 FT
 DS4151'(33.6 M) EAST OF COUNTY ROAD 13 (ROLLING ACRES ROAD), 31.9 FT (9.7 M)
 DS4151'SOUTH OF A CHAIN LINK FENCE AND 1.5 FT (0.5 M) SOUTH OF A WITNESS
 DS4151'POST.
 DS4151'
 DS4151'NOTE-THE STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM ROD
 DS4151'DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION REMOVABLE DISK
 DS4151'SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH PVC
 DS4151'PIPE BACK FILLED WITH WASHED SAND.
 DS4151
 DS4151                          STATION RECOVERY (2025)
 DS4151
 DS4151'RECOVERY NOTE BY MN DEPT OF TRANSP 2025 (KMS)
 DS4151'IN VICTORIA, 1.5 MI (2.4 KM) EAST ALONG TRUNK HIGHWAY 5 FROM THE EAST
 DS4151'JUNCTION OF TRUNK HIGHWAY 5 AND COUNTY ROAD 11 IN VICTORIA, AT TRUNK
 DS4151'HIGHWAY 5 MILE POINT 40.4, 50.6 FT (15.4 M) NORTH OF THE TRUNK HIGHWAY
 DS4151'5 FOG LINE, 110.2 FT (33.6 M) EAST OF COUNTY ROAD 13 (ROLLING ACRES
 DS4151'ROAD), 31.9 FT (9.7 M) SOUTH OF A CHAIN LINK FENCE, 1.5 FT (0.5 M)
 DS4151'SOUTH OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 PP2002 ***********************************************************************
 PP2002  DESIGNATION -  1002 D
 PP2002  PID         -  PP2002
 PP2002  STATE/COUNTY-  MN/CARVER
 PP2002  COUNTRY     -  US
 PP2002  USGS QUAD   -  WACONIA (2019)
 PP2002
 PP2002                         *CURRENT SURVEY CONTROL
 PP2002  ______________________________________________________________________
 PP2002* NAD 83(1986) POSITION- 44 48 28.53   (N) 093 52 26.01   (W)   HD_HELD1
 PP2002* NAVD 88 ORTHO HEIGHT -   294.403 (meters)      965.89  (feet) ADJUSTED
 PP2002  ______________________________________________________________________
 PP2002  GEOID HEIGHT    -        -27.354 (meters)                     GEOID18
 PP2002  DYNAMIC HEIGHT  -        294.380 (meters)      965.81  (feet) COMP
 PP2002  MODELED GRAVITY -    980,529.4   (mgal)                       NAVD 88
 PP2002
 PP2002  VERT ORDER      -  SECOND    CLASS I
 PP2002
 PP2002.The horizontal coordinates were determined by differentially corrected
 PP2002.hand held GPS observations or other comparable positioning techniques
 PP2002.and have an estimated accuracy of +/- 3 meters.
 PP2002
 PP2002.The orthometric height was determined by differential leveling and
 PP2002.adjusted by the NATIONAL GEODETIC SURVEY
 PP2002.in May 2020.
 PP2002
 PP2002.Significant digits in the geoid height do not necessarily reflect accuracy.
 PP2002.GEOID18 height accuracy estimate available here.
 PP2002
 PP2002.Click photographs - Photos may exist for this station.
 PP2002
 PP2002.The dynamic height is computed by dividing the NAVD 88
 PP2002.geopotential number by the normal gravity value computed on the
 PP2002.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP2002.degrees latitude (g = 980.6199 gals.).
 PP2002
 PP2002.The modeled gravity was interpolated from observed gravity values.
 PP2002
 PP2002;                    North         East    Units  Estimated Accuracy
 PP2002;SPC MN S     -   300,890.3     809,975.8     MT  (+/- 3 meters HH1 GPS) 
 PP2002
 PP2002_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK3089461985(NAD 83)
 PP2002
 PP2002                          SUPERSEDED SURVEY CONTROL
 PP2002
 PP2002  NAVD 88 (08/01/13)  294.418  (m)          965.94   (f) SUPERSEDED  2 1
 PP2002  NAVD 88 (06/15/91)  294.409  (m)          965.91   (f) SUPERSEDED  2 0
 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
 PP2002.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PP2002.See file dsdata.pdf to determine how the superseded data were derived.
 PP2002
 PP2002_MARKER: DB = BENCH MARK DISK
 PP2002_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 PP2002_SP_SET: CULVERT
 PP2002_STAMPING: 1002D 1949
 PP2002_MARK LOGO: MNHD
 PP2002_MAGNETIC: N = NO MAGNETIC MATERIAL
 PP2002_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PP2002+STABILITY: SURFACE MOTION
 PP2002_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 PP2002+SATELLITE: SATELLITE OBSERVATIONS - August 18, 2011
 PP2002
 PP2002  HISTORY     - Date     Condition        Report By
 PP2002  HISTORY     - 19490401 MONUMENTED       MNHD
 PP2002  HISTORY     - 1972     GOOD             MNDT
 PP2002  HISTORY     - 1987     GOOD             USPSQD
 PP2002  HISTORY     - 20110818 GOOD             MNDT
 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.
 PP2002
 PP2002                          STATION RECOVERY (2011)
 PP2002
 PP2002'RECOVERY NOTE BY MN DEPT OF TRANSP 2011 (AKJ)
 PP2002'THE STATION IS LOCATED ABOUT 5.4 MI (8.7 KM) SOUTH OF MAYER, 5.2 MI
 PP2002'(8.4 KM) SOUTHWEST OF WACONIA AND 3.8 MI (6.1 KM) NORTHEAST OF
 PP2002'NORWOOD.
 PP2002'
 PP2002'4.5 MILES SOUTHWEST OF WACONIA, 4.8 MI (7.7 KM) SOUTHWEST ALONG TRUNK
 PP2002'HIGHWAY 5 FROM THE JUNCTION OF TRUNK HIGHWAY 5 AND TRUNK HIGHWAY 284
 PP2002'IN WACONIA, AT TRUNK HIGHWAY 5 MILE POINT 27.25, 1.25 MI (2.0 KM)
 PP2002'NORTHEAST OF THE JUNCTION TRUNK HIGHWAY 5 AND TRUNK HIGHWAY 25 NORTH.
 PP2002'
 PP2002'THE BENCH MARK IS FOUND IN THE SOUTHEAST HEADWALL OF THE TRUNK HIGHWAY
 PP2002'5 BOX CULVERT AT A CREEK BETWEEN RICE LAKE AND HYDES LAKE AND 47 FT
 PP2002'(14.3 M) SOUTHEAST OF TRUNK HIGHWAY 5.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 PP2003 ***********************************************************************
 PP2003  DESIGNATION -  1002 E
 PP2003  PID         -  PP2003
 PP2003  STATE/COUNTY-  MN/CARVER
 PP2003  COUNTRY     -  US
 PP2003  USGS QUAD   -  WACONIA (2019)
 PP2003
 PP2003                         *CURRENT SURVEY CONTROL
 PP2003  ______________________________________________________________________
 PP2003* NAD 83(1986) POSITION- 44 48 42.71   (N) 093 51 51.23   (W)   HD_HELD1
 PP2003* NAVD 88 ORTHO HEIGHT -   307.886 (meters)     1010.12  (feet) ADJUSTED
 PP2003  ______________________________________________________________________
 PP2003  GEOID HEIGHT    -        -27.333 (meters)                     GEOID18
 PP2003  DYNAMIC HEIGHT  -        307.863 (meters)     1010.05  (feet) COMP
 PP2003  MODELED GRAVITY -    980,531.8   (mgal)                       NAVD 88
 PP2003
 PP2003  VERT ORDER      -  SECOND    CLASS I
 PP2003
 PP2003.The horizontal coordinates were determined by differentially corrected
 PP2003.hand held GPS observations or other comparable positioning techniques
 PP2003.and have an estimated accuracy of +/- 3 meters.
 PP2003
 PP2003.The orthometric height was determined by differential leveling and
 PP2003.adjusted by the NATIONAL GEODETIC SURVEY
 PP2003.in May 2020.
 PP2003
 PP2003.Significant digits in the geoid height do not necessarily reflect accuracy.
 PP2003.GEOID18 height accuracy estimate available here.
 PP2003
 PP2003.Click photographs - Photos may exist for this station.
 PP2003
 PP2003.The dynamic height is computed by dividing the NAVD 88
 PP2003.geopotential number by the normal gravity value computed on the
 PP2003.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP2003.degrees latitude (g = 980.6199 gals.).
 PP2003
 PP2003.The modeled gravity was interpolated from observed gravity values.
 PP2003
 PP2003;                    North         East    Units  Estimated Accuracy
 PP2003;SPC MN S     -   301,329.2     810,739.3     MT  (+/- 3 meters HH1 GPS) 
 PP2003
 PP2003_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK3166262414(NAD 83)
 PP2003
 PP2003                          SUPERSEDED SURVEY CONTROL
 PP2003
 PP2003  NAVD 88 (08/01/13)  307.901  (m)         1010.17   (f) SUPERSEDED  2 1
 PP2003  NAVD 88 (06/15/91)  307.887  (m)         1010.13   (f) SUPERSEDED  2 0
 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
 PP2003.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PP2003.See file dsdata.pdf to determine how the superseded data were derived.
 PP2003
 PP2003_MARKER: DB = BENCH MARK DISK
 PP2003_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 PP2003_STAMPING: 1002 E 1949
 PP2003_MARK LOGO: MNHD
 PP2003_PROJECTION: PROJECTING 3 CENTIMETERS
 PP2003_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 PP2003_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PP2003_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PP2003+SATELLITE: SATELLITE OBSERVATIONS - October 13, 2020
 PP2003
 PP2003  HISTORY     - Date     Condition        Report By
 PP2003  HISTORY     - 19490401 MONUMENTED       MNHD
 PP2003  HISTORY     - 1972     GOOD             MNDT
 PP2003  HISTORY     - 1987     GOOD             USPSQD
 PP2003  HISTORY     - 20110818 GOOD             MNDT
 PP2003  HISTORY     - 20201013 GOOD             MNDT
 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.
 PP2003
 PP2003                          STATION RECOVERY (2011)
 PP2003
 PP2003'RECOVERY NOTE BY MN DEPT OF TRANSP 2011 (AKJ)
 PP2003'THE BENCH MARK IS LOCATED ABOUT 5.2 MI (8.4 KM) SOUTH-SOUTHEAST OF
 PP2003'MAYER, 4.7 MI (7.6 KM) SOUTHWEST OF WACONIA AND 4.3 MI (6.9 KM)
 PP2003'NORTHEAST OF NORWOOD.
 PP2003'
 PP2003'4.5 MILES SOUTHWEST OF WACONIA, 4.3 MI (6.9 KM) SOUTHWEST ALONG TRUNK
 PP2003'HIGHWAY 5 FROM THE JUNCTION OF TRUNK HIGHWAY 5 AND TRUNK HIGHWAY 284
 PP2003'IN WACONIA, AT TRUNK HIGHWAY 5 MILE POINT 27.8, 1.5 MI (2.4 KM)
 PP2003'NORTHEAST OF THE JUNCTION TRUNK HIGHWAY 5 AND TRUNK HIGHWAY 25 NORTH.
 PP2003'
 PP2003'THE BENCH MARK IS FOUND 245.58 FT (74.9 M) SOUTHWEST OF STATION HYDES,
 PP2003'83.5 FT (25.5 M) SOUTHEAST OF TRUNK HIGHWAY 5, 83.5 FT (25.5 M)
 PP2003'NORTHEAST OF A POWER-POLE WITH 4 ANCHORS, 53.5 FT (16.3 M) NORTH OF
 PP2003'106TH STREET AND 1.0 FT (0.3 M) NORTHWEST OF A WITNESS POST.
 PP2003
 PP2003                          STATION RECOVERY (2020)
 PP2003
 PP2003'RECOVERY NOTE BY MN DEPT OF TRANSP 2020 (KMS)
 PP2003'4.5 MI (7.2 KM) SOUTHWEST OF WACONIA, 4.3 MI (6.9 KM) SOUTHWEST ALONG
 PP2003'TRUNK HIGHWAY 5 FROM THE JUNCTION OF TRUNK HIGHWAY 5 AND TRUNK HIGHWAY
 PP2003'284 IN WACONIA, AT TRUNK HIGHWAY 5 MILE POINT 27.8, 1.5 MI (2.4 KM)
 PP2003'NORTHEAST OF THE JUNCTION OF TRUNK HIGHWAY 5 AND TRUNK HIGHWAY 25
 PP2003'NORTH, 245.58 FT (74.9 M) SOUTHWEST OF STATION HYDES MNDT, 83.5 FT
 PP2003'(25.5 M) SOUTHEAST OF TRUNK HIGHWAY 5, 83.5 FT (25.5 M) NORTHEAST OF A
 PP2003'POWER POLE WITH 4 ANCHORS, 53.5 FT (16.3 M) NORTH OF 106TH STREET, 1.0
 PP2003'FT (0.3 M) NORTHWEST OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 PP2007 ***********************************************************************
 PP2007  DESIGNATION -  1002 G
 PP2007  PID         -  PP2007
 PP2007  STATE/COUNTY-  MN/CARVER
 PP2007  COUNTRY     -  US
 PP2007  USGS QUAD   -  WACONIA (2019)
 PP2007
 PP2007                         *CURRENT SURVEY CONTROL
 PP2007  ______________________________________________________________________
 PP2007* NAD 83(2011) POSITION- 44 49 43.64950(N) 093 49 25.90135(W)   ADJUSTED
 PP2007* NAD 83(2011) ELLIP HT-   272.521 (meters)        (02/26/14)   ADJUSTED
 PP2007* NAD 83(2011) EPOCH   -  2010.00
 PP2007* NAVD 88 ORTHO HEIGHT -   299.749 (meters)      983.43  (feet) ADJUSTED
 PP2007  ______________________________________________________________________
 PP2007  GEOID HEIGHT    -        -27.243 (meters)                     GEOID18
 PP2007  NAD 83(2011) X  -   -302,184.376 (meters)                     COMP
 PP2007  NAD 83(2011) Y  - -4,521,130.260 (meters)                     COMP
 PP2007  NAD 83(2011) Z  -  4,474,066.745 (meters)                     COMP
 PP2007  LAPLACE CORR    -          6.01  (seconds)                    DEFLEC18
 PP2007  DYNAMIC HEIGHT  -        299.730 (meters)      983.36  (feet) COMP
 PP2007  MODELED GRAVITY -    980,542.5   (mgal)                       NAVD 88
 PP2007
 PP2007  VERT ORDER      -  SECOND    CLASS I
 PP2007
 PP2007  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 PP2007  Standards:
 PP2007         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 PP2007            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 PP2007  -------------------------------------------------------------------
 PP2007  NETWORK    0.71   0.73           0.33   0.23   0.37      0.04624836
 PP2007  -------------------------------------------------------------------
 PP2007  Click here for local accuracies and other accuracy information.
 PP2007
 PP2007.The horizontal coordinates were established by GPS observations
 PP2007.and adjusted by the MN DEPT OF TRANSP in February 2014.
 PP2007
 PP2007.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 PP2007.been affixed to the stable North American tectonic plate. See 
 PP2007.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 PP2007
 PP2007.The horizontal coordinates are valid at the epoch date displayed above
 PP2007.which is a decimal equivalence of Year/Month/Day.
 PP2007
 PP2007.The orthometric height was determined by differential leveling and
 PP2007.adjusted by the NATIONAL GEODETIC SURVEY
 PP2007.in May 2020.
 PP2007
 PP2007.Significant digits in the geoid height do not necessarily reflect accuracy.
 PP2007.GEOID18 height accuracy estimate available here.
 PP2007
 PP2007.Click photographs - Photos may exist for this station.
 PP2007
 PP2007.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 PP2007
 PP2007.The Laplace correction was computed from DEFLEC18 derived deflections.
 PP2007
 PP2007.The ellipsoidal height was determined by GPS observations
 PP2007.and is referenced to NAD 83.
 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. The following values were computed from the NAD 83(2011) position.
 PP2007
 PP2007;                    North         East     Units Scale Factor Converg.
 PP2007;SPC MN S     -   303,216.349   813,928.392   MT  0.99993833   +0 07 24.5
 PP2007;SPC MN S     -   994,802.31  2,670,363.40   sFT  0.99993833   +0 07 24.5
 PP2007;UTM  15      - 4,964,261.702   434,874.010   MT  0.99965215   -0 34 51.0
 PP2007
 PP2007!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PP2007!SPC MN S     -   0.99995727  x   0.99993833  =   0.99989561
 PP2007!UTM  15      -   0.99995727  x   0.99965215  =   0.99960944
 PP2007
 PP2007:                Primary Azimuth Mark                     Grid Az
 PP2007:SPC MN S     -  1002 AE                                  241 53 33.3
 PP2007:UTM  15      -  1002 AE                                  242 35 48.8
 PP2007
 PP2007_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK3487464261(NAD 83)
 PP2007
 PP2007|---------------------------------------------------------------------|
 PP2007| PID    Reference Object                     Distance      Geod. Az  |
 PP2007|                                                           dddmmss.s |
 PP2007| PP2006 1002 AE                             APPROX. 1.1 KM 2420057.8 |
 PP2007|---------------------------------------------------------------------|
 PP2007
 PP2007                          SUPERSEDED SURVEY CONTROL
 PP2007
 PP2007  NAVD 88 (08/01/13)  299.766  (m)          983.48   (f) SUPERSEDED  2 1
 PP2007  NAVD 88 (06/15/91)  299.712  (m)          983.31   (f) SUPERSEDED  2 0
 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
 PP2007.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PP2007.See file dsdata.pdf to determine how the superseded data were derived.
 PP2007
 PP2007_MARKER: DB = BENCH MARK DISK
 PP2007_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 PP2007_STAMPING: 1002 G 1949
 PP2007_MARK LOGO: MNHD
 PP2007_PROJECTION: FLUSH
 PP2007_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 PP2007_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PP2007_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PP2007+SATELLITE: SATELLITE OBSERVATIONS - July 01, 2015
 PP2007
 PP2007  HISTORY     - Date     Condition        Report By
 PP2007  HISTORY     - 19490401 MONUMENTED       MNHD
 PP2007  HISTORY     - 1972     GOOD             MNDT
 PP2007  HISTORY     - 1987     GOOD             USPSQD
 PP2007  HISTORY     - 20110811 GOOD             MNDT
 PP2007  HISTORY     - 20131219 GOOD             MNDT
 PP2007  HISTORY     - 20150701 GOOD             MNDT
 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.
 PP2007
 PP2007                          STATION RECOVERY (2011)
 PP2007
 PP2007'RECOVERY NOTE BY MN DEPT OF TRANSP 2011 (AKJ)
 PP2007'THE BENCH MARK DISK IS LOCATED ABOUT 6.6 MI (10.6 KM) NORTHEAST OF
 PP2007'NORWOOD, 5.0 MI (8.0 KM) SOUTHEAST OF MAYER AND 2.5 MI (4.0 KM)
 PP2007'SOUTHWEST OF WACONIA.
 PP2007'
 PP2007'2.5 MILES SOUTHWEST OF WACONIA, 2.0 MI (3.2 KM) SOUTHWEST ALONG TRUNK
 PP2007'HIGHWAY 5 FROM THE JUNCTION OF TRUNK HIGHWAY 5 AND TRUNK HIGHWAY 284
 PP2007'IN WACONIA, AT TRUNK HIGHWAY 5 MILE POINT 30.1, 1.5 MI (2.4 KM)
 PP2007'NORTHEAST OF COUNTY ROAD 51.
 PP2007'
 PP2007'THE BENCH MARK DISK IS FOUND 137.90 FT (42.0 M) SOUTH-SOUTHEAST OF
 PP2007'BENCH MARK BRITT, 80.2 FT (24.4 M) SOUTHEAST OF TRUNK HIGHWAY 5, 60.7
 PP2007'FT (18.5 M) EAST OF ORCHARD ROAD, IN SOUTHEAST QUADRANT OF ORCHARD
 PP2007'ROAD AND TRUNK HIGHWAY 5 AND 0.7 FT (21 CM) NORTH OF A WITNESS POST.
 PP2007
 PP2007                          STATION RECOVERY (2013)
 PP2007
 PP2007'RECOVERY NOTE BY MN DEPT OF TRANSP 2013 (MXS)
 PP2007'2.5 MILES SOUTHWEST OF WACONIA, 2.0 MILES SOUTHWEST ALONG TRUNK
 PP2007'HIGHWAY 5 FROM JUNCTION OF TRUNK HIGHWAY 5 AND TRUNK HIGHWAY 284 IN
 PP2007'WACONIA, AT TRUNK HIGHWAY 5 MILE POINT 30.1, 1.5 MILES NORTHEAST OF
 PP2007'COUNTY ROAD 51, 137.90 FEET SOUTH-SOUTHEAST OF STATION BRITT, 80.2
 PP2007'FEET SOUTHEAST OF TRUNK HIGHWAY 5, 60.7 FEET EAST OF ORCHARD ROAD, IN
 PP2007'SOUTHEAST QUADRANT OF ORCHARD ROAD AND TRUNK HIGHWAY 5, 0.7 FOOT NORTH
 PP2007'OF WITNESS POST.
 PP2007
 PP2007                          STATION RECOVERY (2015)
 PP2007
 PP2007'RECOVERY NOTE BY MN DEPT OF TRANSP 2015 (LLS)
 PP2007'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 PP2017 ***********************************************************************
 PP2017  DESIGNATION -  1002 M
 PP2017  PID         -  PP2017
 PP2017  STATE/COUNTY-  MN/CARVER
 PP2017  COUNTRY     -  US
 PP2017  USGS QUAD   -  VICTORIA (2019)
 PP2017
 PP2017                         *CURRENT SURVEY CONTROL
 PP2017  ______________________________________________________________________
 PP2017* NAD 83(1986) POSITION- 44 51 44.84   (N) 093 44 07.96   (W)   HD_HELD1
 PP2017* NAVD 88 ORTHO HEIGHT -   306.999 (meters)     1007.21  (feet) ADJUSTED
 PP2017  ______________________________________________________________________
 PP2017  GEOID HEIGHT    -        -27.054 (meters)                     GEOID18
 PP2017  DYNAMIC HEIGHT  -        306.986 (meters)     1007.17  (feet) COMP
 PP2017  MODELED GRAVITY -    980,565.4   (mgal)                       NAVD 88
 PP2017
 PP2017  VERT ORDER      -  SECOND    CLASS I
 PP2017
 PP2017.The horizontal coordinates were determined by differentially corrected
 PP2017.hand held GPS observations or other comparable positioning techniques
 PP2017.and have an estimated accuracy of +/- 3 meters.
 PP2017
 PP2017.The orthometric height was determined by differential leveling and
 PP2017.adjusted by the NATIONAL GEODETIC SURVEY
 PP2017.in May 2020.
 PP2017
 PP2017.Significant digits in the geoid height do not necessarily reflect accuracy.
 PP2017.GEOID18 height accuracy estimate available here.
 PP2017
 PP2017.Click photographs - Photos may exist for this station.
 PP2017
 PP2017.The dynamic height is computed by dividing the NAVD 88
 PP2017.geopotential number by the normal gravity value computed on the
 PP2017.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP2017.degrees latitude (g = 980.6199 gals.).
 PP2017
 PP2017.The modeled gravity was interpolated from observed gravity values.
 PP2017
 PP2017;                    North         East    Units  Estimated Accuracy
 PP2017;SPC MN S     -   306,976.0     820,900.1     MT  (+/- 3 meters HH1 GPS) 
 PP2017
 PP2017_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK4188967934(NAD 83)
 PP2017
 PP2017                          SUPERSEDED SURVEY CONTROL
 PP2017
 PP2017  NAVD 88 (08/01/13)  307.009  (m)         1007.25   (f) SUPERSEDED  2 1
 PP2017  NAVD 88 (06/15/91)  306.979  (m)         1007.15   (f) SUPERSEDED  2 0
 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
 PP2017.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PP2017.See file dsdata.pdf to determine how the superseded data were derived.
 PP2017
 PP2017_MARKER: DB = BENCH MARK DISK
 PP2017_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 PP2017_STAMPING: 1002 M 1949
 PP2017_MARK LOGO: MNHD
 PP2017_PROJECTION: RECESSED 5 CENTIMETERS
 PP2017_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 PP2017_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PP2017_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 PP2017+SATELLITE: SATELLITE OBSERVATIONS - October 02, 2013
 PP2017
 PP2017  HISTORY     - Date     Condition        Report By
 PP2017  HISTORY     - 19490401 MONUMENTED       MNHD
 PP2017  HISTORY     - 1972     GOOD             MNDT
 PP2017  HISTORY     - 19910916 MARK NOT FOUND   USPSQD
 PP2017  HISTORY     - 20061028 GOOD             USPSQD
 PP2017  HISTORY     - 20110808 GOOD             MNDT
 PP2017  HISTORY     - 20131002 GOOD             MNDT
 PP2017
 PP2017                          STATION DESCRIPTION
 PP2017
 PP2017'DESCRIBED BY MN DEPT OF TRANSP 1972
 PP2017'3.1 MI NE FROM WACONIA.
 PP2017'MARK IS LOCATED 3.1 MILES NORTHEAST ALONG TH 5 FROM THE JUNCTION OF TH
 PP2017'5 AND TH 284 IN WACONIA, 400 FEET WEST OF A DRIVEWAY NORTH, 75 FEET
 PP2017'SOUTH OF THE CENTERLINE OF TH 5 AT MILE POINT 35.2 (STATION 482+85),
 PP2017'10 FEET WEST OF A TELEPHONE POLE, 1 FOOT NORTH OF A STEEL WITNESS
 PP2017'POST, IN A 6 FOOT PRECAST CONCRETE MONUMENT SET FLUSH WITH THE GROUND.
 PP2017'NE 1/4 SECTION 17, T 116, R 24.  NOTE-- THIS MARK IS ALSO 3.75 MILES
 PP2017'WEST ALONG TH 5 FROM THE JUNCTION OF TH 5 AND COUNTY ROAD 11 (SOUTH)
 PP2017'IN VICTORIA.
 PP2017
 PP2017                          STATION RECOVERY (1991)
 PP2017
 PP2017'RECOVERY NOTE BY US POWER SQUADRON 1991 (GQ)
 PP2017'MARK NOT FOUND.
 PP2017
 PP2017                          STATION RECOVERY (2006)
 PP2017
 PP2017'RECOVERY NOTE BY US POWER SQUADRON 2006 (TAG)
 PP2017'.3 FEET NORTH OF THE WITNESS POST
 PP2017
 PP2017                          STATION RECOVERY (2011)
 PP2017
 PP2017'RECOVERY NOTE BY MN DEPT OF TRANSP 2011 (EMS)
 PP2017'THE BENCH MARK IS LOCATED ABOUT 6.2 MI (10.0 KM) SOUTHWEST OF MOUND,
 PP2017'3.7 MI (6.0 KM) WEST OF VICTORIA AND 3.3 MI (5.3 KM) EAST-NORTHEAST OF
 PP2017'WACONIA.
 PP2017'
 PP2017'3.28 MILES NORTHEAST OF WACONIA, 3.1 MI (5.0 KM) NORTHEAST ALONG TRUNK
 PP2017'HIGHWAY 5 FROM THE JUNCTION OF TRUNK HIGHWAY 5 AND TRUNK HIGHWAY 284
 PP2017'IN WACONIA, AT TRUNK HIGHWAY 5 MILE POINT 35.25.
 PP2017'
 PP2017'THE BENCH MARK IS FOUND 400 FT (121.9 M) WEST OF DRIVEWAY NORTH TO
 PP2017'HOUSE NUMBER 8420, 370 FT (112.8 M) EAST OF A DRIVEWAY TO LAKETOWN
 PP2017'ELECTRIC CORPORATION 75 FT (22.9 M) SOUTH OF TRUNK HIGHWAY 5 AND 1.0
 PP2017'FT (0.3 M) NORTH OF A WITNESS POST.
 PP2017
 PP2017                          STATION RECOVERY (2013)
 PP2017
 PP2017'RECOVERY NOTE BY MN DEPT OF TRANSP 2013 (KMS)
 PP2017'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 PP2018 ***********************************************************************
 PP2018  DESIGNATION -  1002 N
 PP2018  PID         -  PP2018
 PP2018  STATE/COUNTY-  MN/CARVER
 PP2018  COUNTRY     -  US
 PP2018  USGS QUAD   -  VICTORIA (2019)
 PP2018
 PP2018                         *CURRENT SURVEY CONTROL
 PP2018  ______________________________________________________________________
 PP2018* NAD 83(1986) POSITION- 44 51 46.25   (N) 093 43 23.43   (W)   HD_HELD1
 PP2018* NAVD 88 ORTHO HEIGHT -   310.059 (meters)     1017.25  (feet) ADJUSTED
 PP2018  ______________________________________________________________________
 PP2018  GEOID HEIGHT    -        -27.021 (meters)                     GEOID18
 PP2018  DYNAMIC HEIGHT  -        310.047 (meters)     1017.21  (feet) COMP
 PP2018  MODELED GRAVITY -    980,568.7   (mgal)                       NAVD 88
 PP2018
 PP2018  VERT ORDER      -  SECOND    CLASS I
 PP2018
 PP2018.The horizontal coordinates were determined by differentially corrected
 PP2018.hand held GPS observations or other comparable positioning techniques
 PP2018.and have an estimated accuracy of +/- 3 meters.
 PP2018
 PP2018.The orthometric height was determined by differential leveling and
 PP2018.adjusted by the NATIONAL GEODETIC SURVEY
 PP2018.in May 2020.
 PP2018
 PP2018.Significant digits in the geoid height do not necessarily reflect accuracy.
 PP2018.GEOID18 height accuracy estimate available here.
 PP2018
 PP2018.Click photographs - Photos may exist for this station.
 PP2018
 PP2018.The dynamic height is computed by dividing the NAVD 88
 PP2018.geopotential number by the normal gravity value computed on the
 PP2018.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP2018.degrees latitude (g = 980.6199 gals.).
 PP2018
 PP2018.The modeled gravity was interpolated from observed gravity values.
 PP2018
 PP2018;                    North         East    Units  Estimated Accuracy
 PP2018;SPC MN S     -   307,022.7     821,877.5     MT  (+/- 3 meters HH1 GPS) 
 PP2018
 PP2018_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK4286667968(NAD 83)
 PP2018
 PP2018                          SUPERSEDED SURVEY CONTROL
 PP2018
 PP2018  NAVD 88 (08/01/13)  310.069  (m)         1017.28   (f) SUPERSEDED  2 1
 PP2018  NAVD 88 (06/15/91)  310.042  (m)         1017.20   (f) SUPERSEDED  2 0
 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
 PP2018.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PP2018.See file dsdata.pdf to determine how the superseded data were derived.
 PP2018
 PP2018_MARKER: DB = BENCH MARK DISK
 PP2018_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 PP2018_STAMPING: 1002 N 1949
 PP2018_MARK LOGO: MNHD
 PP2018_PROJECTION: RECESSED 30 CENTIMETERS
 PP2018_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 PP2018_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PP2018_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 PP2018+SATELLITE: SATELLITE OBSERVATIONS - October 02, 2013
 PP2018
 PP2018  HISTORY     - Date     Condition        Report By
 PP2018  HISTORY     - 19490401 MONUMENTED       MNHD
 PP2018  HISTORY     - 1972     GOOD             MNDT
 PP2018  HISTORY     - 1987     GOOD             USPSQD
 PP2018  HISTORY     - 19910916 GOOD             USPSQD
 PP2018  HISTORY     - 20021015 MARK NOT FOUND   USPSQD
 PP2018  HISTORY     - 20110808 GOOD             MNDT
 PP2018  HISTORY     - 20131002 GOOD             MNDT
 PP2018  HISTORY     - 20250702 MARK NOT FOUND   MNDT
 PP2018
 PP2018                          STATION DESCRIPTION
 PP2018
 PP2018'DESCRIBED BY MN DEPT OF TRANSP 1972
 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
 PP2018
 PP2018                          STATION RECOVERY (2011)
 PP2018
 PP2018'RECOVERY NOTE BY MN DEPT OF TRANSP 2011 (EMS)
 PP2018'THE BENCH MARK IS LOCATED ABOUT 5.8 MI (9.3 KM) SOUTH-SOUTHWEST OF
 PP2018'MOUND, 3.2 MI (5.1 KM) EAST-NORTHEAST OF WACONIA AND 3.4 MI (5.5 KM)
 PP2018'WEST OF VICTORIA.
 PP2018'
 PP2018'3.42 MILES WEST OF VICTORIA, 3.2 MI (5.1 KM) WEST ALONG TRUNK HIGHWAY
 PP2018'5 FROM THE JUNCTION OF TRUNK HIGHWAY 5 AND COUNTY ROAD 11 SOUTH IN
 PP2018'VICTORIA, AT TRUNK HIGHWAY 5 MILE POINT 35.8.
 PP2018'
 PP2018'THE BENCH MARK IS FOUND 85.5 FT (26.1 M) WEST OF A POWER-POLE, 69.7 FT
 PP2018'(21.2 M) NORTH OF TRUNK HIGHWAY 5, 18.5 FT (5.6 M) EAST OF PARLEY LAKE
 PP2018'ROAD AND 1.0 FT (0.3 M) SOUTH OF A WITNESS POST.
 PP2018
 PP2018                          STATION RECOVERY (2013)
 PP2018
 PP2018'RECOVERY NOTE BY MN DEPT OF TRANSP 2013 (KMS)
 PP2018'RECOVERED AS DESCRIBED.
 PP2018
 PP2018                          STATION RECOVERY (2025)
 PP2018
 PP2018'RECOVERY NOTE BY MN DEPT OF TRANSP 2025 (BJG)
 PP2018'AFTER A THOROUGH FIELD SEARCH MARK WAS NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 PP2019 ***********************************************************************
 PP2019  DESIGNATION -  1002 O
 PP2019  PID         -  PP2019
 PP2019  STATE/COUNTY-  MN/CARVER
 PP2019  COUNTRY     -  US
 PP2019  USGS QUAD   -  VICTORIA (2019)
 PP2019
 PP2019                         *CURRENT SURVEY CONTROL
 PP2019  ______________________________________________________________________
 PP2019* NAD 83(1986) POSITION- 44 51 47.11   (N) 093 42 46.94   (W)   HD_HELD1
 PP2019* NAVD 88 ORTHO HEIGHT -   291.423 (meters)      956.11  (feet) ADJUSTED
 PP2019  ______________________________________________________________________
 PP2019  GEOID HEIGHT    -        -26.993 (meters)                     GEOID18
 PP2019  DYNAMIC HEIGHT  -        291.412 (meters)      956.07  (feet) COMP
 PP2019  MODELED GRAVITY -    980,571.4   (mgal)                       NAVD 88
 PP2019
 PP2019  VERT ORDER      -  SECOND    CLASS I
 PP2019
 PP2019.The horizontal coordinates were determined by differentially corrected
 PP2019.hand held GPS observations or other comparable positioning techniques
 PP2019.and have an estimated accuracy of +/- 3 meters.
 PP2019
 PP2019.The orthometric height was determined by differential leveling and
 PP2019.adjusted by the NATIONAL GEODETIC SURVEY
 PP2019.in May 2020.
 PP2019
 PP2019.Significant digits in the geoid height do not necessarily reflect accuracy.
 PP2019.GEOID18 height accuracy estimate available here.
 PP2019
 PP2019.Click photographs - Photos may exist for this station.
 PP2019
 PP2019.The dynamic height is computed by dividing the NAVD 88
 PP2019.geopotential number by the normal gravity value computed on the
 PP2019.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP2019.degrees latitude (g = 980.6199 gals.).
 PP2019
 PP2019.The modeled gravity was interpolated from observed gravity values.
 PP2019
 PP2019;                    North         East    Units  Estimated Accuracy
 PP2019;SPC MN S     -   307,052.0     822,678.4     MT  (+/- 3 meters HH1 GPS) 
 PP2019
 PP2019_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK4366767988(NAD 83)
 PP2019
 PP2019                          SUPERSEDED SURVEY CONTROL
 PP2019
 PP2019  NAVD 88 (08/01/13)  291.433  (m)          956.14   (f) SUPERSEDED  2 1
 PP2019  NAVD 88 (06/15/91)  291.410  (m)          956.07   (f) SUPERSEDED  2 0
 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
 PP2019.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PP2019.See file dsdata.pdf to determine how the superseded data were derived.
 PP2019
 PP2019_MARKER: DB = BENCH MARK DISK
 PP2019_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 PP2019_STAMPING: 1002 O 1949
 PP2019_MARK LOGO: MNHD
 PP2019_PROJECTION: FLUSH
 PP2019_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 PP2019_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PP2019_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 PP2019+SATELLITE: SATELLITE OBSERVATIONS - October 02, 2013
 PP2019
 PP2019  HISTORY     - Date     Condition        Report By
 PP2019  HISTORY     - 19490401 MONUMENTED       MNHD
 PP2019  HISTORY     - 1972     GOOD             MNDT
 PP2019  HISTORY     - 1987     GOOD             USPSQD
 PP2019  HISTORY     - 19910916 GOOD             USPSQD
 PP2019  HISTORY     - 20021015 MARK NOT FOUND   USPSQD
 PP2019  HISTORY     - 20061028 GOOD             USPSQD
 PP2019  HISTORY     - 20110808 GOOD             MNDT
 PP2019  HISTORY     - 20131002 GOOD             MNDT
 PP2019
 PP2019                          STATION DESCRIPTION
 PP2019
 PP2019'DESCRIBED BY MN DEPT OF TRANSP 1972
 PP2019'2.6 MI W FROM VICTORIA.
 PP2019'MARK IS LOCATED 2.6 MILES WEST ALONG TH 5 FROM THE JUNCTION OF TH 5
 PP2019'AND COUNTY ROAD 11 (SOUTH) IN VICTORIA, 70 FEET NORTH OF THE
 PP2019'CENTERLINE OF TH 5 AT MILE POINT 36.3, 74 FEET EAST OF A POWER POLE, 1
 PP2019'FOOT SOUTH OF A STEEL WITNESS POST, IN A 6 FOOT PRECAST CONCRETE
 PP2019'MONUMENT SET FLUSH WITH THE GROUND.  SE 1/4 SECTION 9, T 116, R 24.
 PP2019
 PP2019                          STATION RECOVERY (1987)
 PP2019
 PP2019'RECOVERY NOTE BY US POWER SQUADRON 1987 (JDW)
 PP2019'RECOVERED IN GOOD CONDITION.
 PP2019
 PP2019                          STATION RECOVERY (1991)
 PP2019
 PP2019'RECOVERY NOTE BY US POWER SQUADRON 1991 (GQ)
 PP2019'RECOVERED IN GOOD CONDITION.
 PP2019
 PP2019                          STATION RECOVERY (2002)
 PP2019
 PP2019'RECOVERY NOTE BY US POWER SQUADRON 2002 (SL)
 PP2019'SPOT BACKFILLED WITH DIRT FROM ROAD, LIKELY BURIED
 PP2019
 PP2019                          STATION RECOVERY (2006)
 PP2019
 PP2019'RECOVERY NOTE BY US POWER SQUADRON 2006 (TAG)
 PP2019'RECOVERED IN GOOD CONDITION.
 PP2019
 PP2019                          STATION RECOVERY (2011)
 PP2019
 PP2019'RECOVERY NOTE BY MN DEPT OF TRANSP 2011 (EMS)
 PP2019'THE BENCH MARK IS LOCATED ABOUT 5.6 MI (9.0 KM) SOUTH-SOUTHWEST OF
 PP2019'MOUND, 3.7 MI (6.0 KM) EAST-NORTHEAST OF WACONIA AND 2.9 MI (4.7 KM)
 PP2019'WEST OF VICTORIA.
 PP2019'
 PP2019'2.93 MILES WEST OF VICTORIA, 2.6 MI (4.2 KM) WEST ALONG TRUNK HIGHWAY
 PP2019'5 FROM THE JUNCTION OF TRUNK HIGHWAY 5 AND COUNTY ROAD 11 SOUTH IN
 PP2019'VICTORIA, AT TRUNK HIGHWAY 5 MILE POINT 36.3.
 PP2019'
 PP2019'THE BENCH MARK IS FOUND 70.5 FT (21.5 M) NORTH OF TRUNK HIGHWAY 5,
 PP2019'46.8 FT (14.3 M) EAST OF A POWER POLE WITH TWO TRANSFORMERS AND 1.0 FT
 PP2019'(0.3 M) SOUTH OF A WITNESS POST.
 PP2019
 PP2019                          STATION RECOVERY (2013)
 PP2019
 PP2019'RECOVERY NOTE BY MN DEPT OF TRANSP 2013 (KMS)
 PP2019'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 PP2021 ***********************************************************************
 PP2021  DESIGNATION -  1002 P
 PP2021  PID         -  PP2021
 PP2021  STATE/COUNTY-  MN/CARVER
 PP2021  COUNTRY     -  US
 PP2021  USGS QUAD   -  VICTORIA (2019)
 PP2021
 PP2021                         *CURRENT SURVEY CONTROL
 PP2021  ______________________________________________________________________
 PP2021* NAD 83(1986) POSITION- 44 51 46.86   (N) 093 41 51.67   (W)   HD_HELD1
 PP2021* NAVD 88 ORTHO HEIGHT -   295.993 (meters)      971.10  (feet) ADJUSTED
 PP2021  ______________________________________________________________________
 PP2021  GEOID HEIGHT    -        -26.950 (meters)                     GEOID18
 PP2021  DYNAMIC HEIGHT  -        295.983 (meters)      971.07  (feet) COMP
 PP2021  MODELED GRAVITY -    980,575.3   (mgal)                       NAVD 88
 PP2021
 PP2021  VERT ORDER      -  SECOND    CLASS I
 PP2021
 PP2021.The horizontal coordinates were determined by differentially corrected
 PP2021.hand held GPS observations or other comparable positioning techniques
 PP2021.and have an estimated accuracy of +/- 3 meters.
 PP2021
 PP2021.The orthometric height was determined by differential leveling and
 PP2021.adjusted by the NATIONAL GEODETIC SURVEY
 PP2021.in May 2020.
 PP2021
 PP2021.Significant digits in the geoid height do not necessarily reflect accuracy.
 PP2021.GEOID18 height accuracy estimate available here.
 PP2021
 PP2021.Click photographs - Photos may exist for this station.
 PP2021
 PP2021.The dynamic height is computed by dividing the NAVD 88
 PP2021.geopotential number by the normal gravity value computed on the
 PP2021.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP2021.degrees latitude (g = 980.6199 gals.).
 PP2021
 PP2021.The modeled gravity was interpolated from observed gravity values.
 PP2021
 PP2021;                    North         East    Units  Estimated Accuracy
 PP2021;SPC MN S     -   307,048.7     823,891.8     MT  (+/- 3 meters HH1 GPS) 
 PP2021
 PP2021_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK4488067970(NAD 83)
 PP2021
 PP2021                          SUPERSEDED SURVEY CONTROL
 PP2021
 PP2021  NAVD 88 (08/01/13)  296.002  (m)          971.13   (f) SUPERSEDED  2 1
 PP2021  NAVD 88 (06/15/91)  295.982  (m)          971.07   (f) SUPERSEDED  2 0
 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
 PP2021.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PP2021.See file dsdata.pdf to determine how the superseded data were derived.
 PP2021
 PP2021_MARKER: DB = BENCH MARK DISK
 PP2021_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 PP2021_STAMPING: 1002 P 1949
 PP2021_MARK LOGO: MNHD
 PP2021_PROJECTION: FLUSH
 PP2021_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 PP2021_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PP2021_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 PP2021+SATELLITE: SATELLITE OBSERVATIONS - October 02, 2013
 PP2021
 PP2021  HISTORY     - Date     Condition        Report By
 PP2021  HISTORY     - 19490401 MONUMENTED       MNHD
 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  HISTORY     - 20110808 GOOD             MNDT
 PP2021  HISTORY     - 20131002 GOOD             MNDT
 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.
 PP2021
 PP2021                          STATION RECOVERY (2011)
 PP2021
 PP2021'RECOVERY NOTE BY MN DEPT OF TRANSP 2011 (EMS)
 PP2021'THE BENCH MARK IS LOCATED ABOUT 5.3 MI (8.5 KM) SOUTH-SOUTHWEST OF
 PP2021'MOUND, 4.5 MI (7.2 KM) EAST OF WACONIA AND 2.2 MI (3.5 KM) WEST OF
 PP2021'VICTORIA.
 PP2021'
 PP2021'2.18 MILES WEST OF VICTORIA, 1.8 MI (2.9 KM) WEST ALONG TRUNK HIGHWAY
 PP2021'5 FROM THE JUNCTION OF TRUNK HIGHWAY 5 AND COUNTY ROAD 11 SOUTH IN
 PP2021'VICTORIA, AT TRUNK HIGHWAY 5 MILE POINT 37.1, 0.4 MI (0.6 KM) EAST OF
 PP2021'TOWNSHIP ROAD.
 PP2021'
 PP2021'THE BENCH MARK IS FOUND 72.5 FT (22.1 M) NORTH OF TRUNK HIGHWAY 5,
 PP2021'68.8 FT (21.0 M) EAST OF A POWER-POLE, 64.0 FT (19.5 M) WEST OF AN
 PP2021'ENTRANCE AND 1.0 FT (0.3 M) SOUTH OF A WITNESS POST.
 PP2021
 PP2021                          STATION RECOVERY (2013)
 PP2021
 PP2021'RECOVERY NOTE BY MN DEPT OF TRANSP 2013 (KMS)
 PP2021'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 PP2022 ***********************************************************************
 PP2022  DESIGNATION -  1002 Q
 PP2022  PID         -  PP2022
 PP2022  STATE/COUNTY-  MN/CARVER
 PP2022  COUNTRY     -  US
 PP2022  USGS QUAD   -  VICTORIA (2019)
 PP2022
 PP2022                         *CURRENT SURVEY CONTROL
 PP2022  ______________________________________________________________________
 PP2022* NAD 83(1986) POSITION- 44 51 33.15   (N) 093 41 08.96   (W)   HD_HELD1
 PP2022* NAVD 88 ORTHO HEIGHT -   303.847 (meters)      996.87  (feet) ADJUSTED
 PP2022  ______________________________________________________________________
 PP2022  GEOID HEIGHT    -        -26.911 (meters)                     GEOID18
 PP2022  DYNAMIC HEIGHT  -        303.838 (meters)      996.84  (feet) COMP
 PP2022  MODELED GRAVITY -    980,578.4   (mgal)                       NAVD 88
 PP2022
 PP2022  VERT ORDER      -  SECOND    CLASS I
 PP2022
 PP2022.The horizontal coordinates were determined by differentially corrected
 PP2022.hand held GPS observations or other comparable positioning techniques
 PP2022.and have an estimated accuracy of +/- 3 meters.
 PP2022
 PP2022.The orthometric height was determined by differential leveling and
 PP2022.adjusted by the NATIONAL GEODETIC SURVEY
 PP2022.in May 2020.
 PP2022
 PP2022.Significant digits in the geoid height do not necessarily reflect accuracy.
 PP2022.GEOID18 height accuracy estimate available here.
 PP2022
 PP2022.Click photographs - Photos may exist for this station.
 PP2022
 PP2022.The dynamic height is computed by dividing the NAVD 88
 PP2022.geopotential number by the normal gravity value computed on the
 PP2022.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP2022.degrees latitude (g = 980.6199 gals.).
 PP2022
 PP2022.The modeled gravity was interpolated from observed gravity values.
 PP2022
 PP2022;                    North         East    Units  Estimated Accuracy
 PP2022;SPC MN S     -   306,629.0     824,831.0     MT  (+/- 3 meters HH1 GPS) 
 PP2022
 PP2022_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK4581467539(NAD 83)
 PP2022
 PP2022                          SUPERSEDED SURVEY CONTROL
 PP2022
 PP2022  NAVD 88 (08/01/13)  303.855  (m)          996.90   (f) SUPERSEDED  2 1
 PP2022  NAVD 88 (06/15/91)  303.841  (m)          996.85   (f) SUPERSEDED  2 0
 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
 PP2022.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PP2022.See file dsdata.pdf to determine how the superseded data were derived.
 PP2022
 PP2022_MARKER: DB = BENCH MARK DISK
 PP2022_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 PP2022_STAMPING: 1002 Q 1949
 PP2022_MARK LOGO: MNHD
 PP2022_PROJECTION: RECESSED 10 CENTIMETERS
 PP2022_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 PP2022_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PP2022_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 PP2022+SATELLITE: SATELLITE OBSERVATIONS - October 02, 2013
 PP2022
 PP2022  HISTORY     - Date     Condition        Report By
 PP2022  HISTORY     - 19490401 MONUMENTED       MNHD
 PP2022  HISTORY     - 1972     GOOD             MNDT
 PP2022  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 PP2022  HISTORY     - 19910916 MARK NOT FOUND   USPSQD
 PP2022  HISTORY     - 20021015 MARK NOT FOUND   USPSQD
 PP2022  HISTORY     - 20061028 GOOD             USPSQD
 PP2022  HISTORY     - 20110808 GOOD             MNDT
 PP2022  HISTORY     - 20131002 GOOD             MNDT
 PP2022
 PP2022                          STATION DESCRIPTION
 PP2022
 PP2022'DESCRIBED BY MN DEPT OF TRANSP 1972
 PP2022'1.2 MI W FROM VICTORIA.
 PP2022'MARK IS LOCATED 1.2 MILES WEST ALONG TH 5 FROM THE JUNCTION OF TH 5
 PP2022'AND COUNTY ROAD 11 (SOUTH) IN VICTORIA, 0.7 MILES WEST OF COUNTY ROAD
 PP2022'11 (NORTH) 70 FEET SOUTH OF THE CENTERLINE OF TH 5 AT MILE POINT 37.7,
 PP2022'(STATION 615), 73 FEET EAST OF A 24 INCH OAK TREE, 20 FEET NORTH OF
 PP2022'THE CENTER OF A SERVICE ROAD, 6 FEET SOUTHWEST OF A POWER POLE, 1 FEET
 PP2022'NORTH OF A STEEL WITNESS POST, IN A 6 FOOT PRECAST CONCRETE MONUMENT
 PP2022'SET FLUSH WITH THE GROUND.  NE 1/4 SECTION 15, T 116, R 24.
 PP2022
 PP2022                          STATION RECOVERY (1987)
 PP2022
 PP2022'RECOVERY NOTE BY US POWER SQUADRON 1987 (JDW)
 PP2022'MARK NOT FOUND.
 PP2022
 PP2022                          STATION RECOVERY (1991)
 PP2022
 PP2022'RECOVERY NOTE BY US POWER SQUADRON 1991 (GQ)
 PP2022'MARK NOT FOUND.
 PP2022
 PP2022                          STATION RECOVERY (2002)
 PP2022
 PP2022'RECOVERY NOTE BY US POWER SQUADRON 2002 (SL)
 PP2022'MARK NOT FOUND.
 PP2022
 PP2022                          STATION RECOVERY (2006)
 PP2022
 PP2022'RECOVERY NOTE BY US POWER SQUADRON 2006 (TAG)
 PP2022'JUST OFF OF THE SERVICE ROAD ON THE SOUTH SIDE OF HWY 5 -
 PP2022'6' SOUTH OF WITNESS POST.
 PP2022
 PP2022                          STATION RECOVERY (2011)
 PP2022
 PP2022'RECOVERY NOTE BY MN DEPT OF TRANSP 2011 (AKJ)
 PP2022'THE BENCH MARK IS LOCATED ABOUT 5.4 MI (8.7 KM) SOUTH OF MOUND, 5.0 MI
 PP2022'(8.0 KM) EAST OF WACONIA AND IN VICTORIA, MN.
 PP2022'
 PP2022'IN VICTORIA, 1.2 MI (1.9 KM) WEST ALONG TRUNK HIGHWAY 5 FROM THE
 PP2022'JUNCTION OF TRUNK HIGHWAY 5 AND COUNTY ROAD 11 SOUTH, AT TRUNK HIGHWAY
 PP2022'5 MILE POINT 37.7, 0.7 MI (1.1 KM) WEST OF COUNTY ROAD 11 NORTH.
 PP2022'
 PP2022'THE BENCH MARK IS FOUND 73 FT (22.3 M) EAST OF A 30 INCH (76 CM) OAK
 PP2022'TREE, 70 FT (21.3 M) SOUTH OF TRUNK HIGHWAY 5, 20 FT (6.1 M) NORTH OF
 PP2022'MAPLE DRIVE AND 5.0 FT (1.5 M) SOUTH OF A WITNESS POST.
 PP2022
 PP2022                          STATION RECOVERY (2013)
 PP2022
 PP2022'RECOVERY NOTE BY MN DEPT OF TRANSP 2013 (KMS)
 PP2022'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 PP2023 ***********************************************************************
 PP2023  DESIGNATION -  1002 R
 PP2023  PID         -  PP2023
 PP2023  STATE/COUNTY-  MN/CARVER
 PP2023  COUNTRY     -  US
 PP2023  USGS QUAD   -  VICTORIA (2019)
 PP2023
 PP2023                         *CURRENT SURVEY CONTROL
 PP2023  ______________________________________________________________________
 PP2023* NAD 83(1986) POSITION- 44 51 38.32   (N) 093 40 44.70   (W)   HD_HELD1
 PP2023* NAVD 88 ORTHO HEIGHT -   292.233 (meters)      958.77  (feet) ADJUSTED
 PP2023  ______________________________________________________________________
 PP2023  GEOID HEIGHT    -        -26.896 (meters)                     GEOID18
 PP2023  DYNAMIC HEIGHT  -        292.225 (meters)      958.74  (feet) COMP
 PP2023  MODELED GRAVITY -    980,579.8   (mgal)                       NAVD 88
 PP2023
 PP2023  VERT ORDER      -  SECOND    CLASS I
 PP2023
 PP2023.The horizontal coordinates were determined by differentially corrected
 PP2023.hand held GPS observations or other comparable positioning techniques
 PP2023.and have an estimated accuracy of +/- 3 meters.
 PP2023
 PP2023.The orthometric height was determined by differential leveling and
 PP2023.adjusted by the NATIONAL GEODETIC SURVEY
 PP2023.in May 2020.
 PP2023
 PP2023.Significant digits in the geoid height do not necessarily reflect accuracy.
 PP2023.GEOID18 height accuracy estimate available here.
 PP2023
 PP2023.Click photographs - Photos may exist for this station.
 PP2023
 PP2023.The dynamic height is computed by dividing the NAVD 88
 PP2023.geopotential number by the normal gravity value computed on the
 PP2023.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP2023.degrees latitude (g = 980.6199 gals.).
 PP2023
 PP2023.The modeled gravity was interpolated from observed gravity values.
 PP2023
 PP2023;                    North         East    Units  Estimated Accuracy
 PP2023;SPC MN S     -   306,790.7     825,363.0     MT  (+/- 3 meters HH1 GPS) 
 PP2023
 PP2023_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK4634867694(NAD 83)
 PP2023
 PP2023                          SUPERSEDED SURVEY CONTROL
 PP2023
 PP2023  NAVD 88 (08/01/13)  292.241  (m)          958.79   (f) SUPERSEDED  2 1
 PP2023  NAVD 88 (06/15/91)  292.199  (m)          958.66   (f) SUPERSEDED  2 0
 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
 PP2023.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PP2023.See file dsdata.pdf to determine how the superseded data were derived.
 PP2023
 PP2023_MARKER: DB = BENCH MARK DISK
 PP2023_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 PP2023_STAMPING: 1002 R 1949
 PP2023_MARK LOGO: MNHD
 PP2023_PROJECTION: PROJECTING 3 CENTIMETERS
 PP2023_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 PP2023_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PP2023_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 PP2023+SATELLITE: SATELLITE OBSERVATIONS - November 17, 2025
 PP2023
 PP2023  HISTORY     - Date     Condition        Report By
 PP2023  HISTORY     - 19490401 MONUMENTED       MNHD
 PP2023  HISTORY     - 1972     GOOD             MNDT
 PP2023  HISTORY     - 1987     GOOD             USPSQD
 PP2023  HISTORY     - 19910917 GOOD             USPSQD
 PP2023  HISTORY     - 20021015 MARK NOT FOUND   USPSQD
 PP2023  HISTORY     - 20110808 GOOD             MNDT
 PP2023  HISTORY     - 20131002 GOOD             MNDT
 PP2023  HISTORY     - 20251117 GOOD             MNDT
 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
 PP2023
 PP2023                          STATION RECOVERY (2011)
 PP2023
 PP2023'RECOVERY NOTE BY MN DEPT OF TRANSP 2011 (AKJ)
 PP2023'THE BENCH MARK IS LOCATED ABOUT 5.3 MI (8.5 KM) EAST OF WACONIA, 5.3
 PP2023'MI (8.5 KM) SOUTH OF MOUND AND IN WEST VICTORIA.
 PP2023'
 PP2023'IN VICTORIA, 1.0 MI (1.6 KM) WEST ALONG TRUNK HIGHWAY 5 FROM THE
 PP2023'JUNCTION OF TRUNK HIGHWAY 5 AND COUNTY ROAD 11 SOUTH, AT TRUNK HIGHWAY
 PP2023'5 MILE POINT 38.0, 0.35 MI (0.6 KM) WEST OF COUNTY ROAD 11 NORTH.
 PP2023'
 PP2023'THE BENCH MARK IS FOUND 183 FT (55.8 M) EAST OF AUBURN DRIVE AND LAKES
 PP2023'PARKING, 88 FT (26.8 M) WEST OF A POWER-POLE, 70 FT (21.3 M) NORTH OF
 PP2023'TRUNK HIGHWAY 5, 1.0 FT (0.3 M) SOUTH OF A FENCE LINE AND 0.5 FT (15
 PP2023'CM) SOUTH OF A WITNESS POST.
 PP2023
 PP2023                          STATION RECOVERY (2013)
 PP2023
 PP2023'RECOVERY NOTE BY MN DEPT OF TRANSP 2013 (KMS)
 PP2023'RECOVERED AS DESCRIBED.
 PP2023
 PP2023                          STATION RECOVERY (2025)
 PP2023
 PP2023'RECOVERY NOTE BY MN DEPT OF TRANSP 2025 (KMS)
 PP2023'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 PP2028 ***********************************************************************
 PP2028  DESIGNATION -  1002 V
 PP2028  PID         -  PP2028
 PP2028  STATE/COUNTY-  MN/CARVER
 PP2028  COUNTRY     -  US
 PP2028  USGS QUAD   -  VICTORIA (2019)
 PP2028
 PP2028                         *CURRENT SURVEY CONTROL
 PP2028  ______________________________________________________________________
 PP2028* NAD 83(1986) POSITION- 44 52 00.54   (N) 093 38 24.49   (W)   HD_HELD1
 PP2028* NAVD 88 ORTHO HEIGHT -   299.058 (meters)      981.16  (feet) ADJUSTED
 PP2028  ______________________________________________________________________
 PP2028  GEOID HEIGHT    -        -26.822 (meters)                     GEOID18
 PP2028  DYNAMIC HEIGHT  -        299.052 (meters)      981.14  (feet) COMP
 PP2028  MODELED GRAVITY -    980,586.9   (mgal)                       NAVD 88
 PP2028
 PP2028  VERT ORDER      -  SECOND    CLASS I
 PP2028
 PP2028.The horizontal coordinates were determined by differentially corrected
 PP2028.hand held GPS observations or other comparable positioning techniques
 PP2028.and have an estimated accuracy of +/- 3 meters.
 PP2028
 PP2028.The orthometric height was determined by differential leveling and
 PP2028.adjusted by the NATIONAL GEODETIC SURVEY
 PP2028.in May 2020.
 PP2028
 PP2028.Significant digits in the geoid height do not necessarily reflect accuracy.
 PP2028.GEOID18 height accuracy estimate available here.
 PP2028
 PP2028.Click photographs - Photos may exist for this station.
 PP2028
 PP2028.The dynamic height is computed by dividing the NAVD 88
 PP2028.geopotential number by the normal gravity value computed on the
 PP2028.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP2028.degrees latitude (g = 980.6199 gals.).
 PP2028
 PP2028.The modeled gravity was interpolated from observed gravity values.
 PP2028
 PP2028;                    North         East    Units  Estimated Accuracy
 PP2028;SPC MN S     -   307,489.4     828,438.1     MT  (+/- 3 meters HH1 GPS) 
 PP2028
 PP2028_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK4943068354(NAD 83)
 PP2028
 PP2028                          SUPERSEDED SURVEY CONTROL
 PP2028
 PP2028  NAVD 88 (08/01/13)  299.066  (m)          981.19   (f) SUPERSEDED  2 1
 PP2028  NAVD 88 (06/15/91)  299.039  (m)          981.10   (f) SUPERSEDED  2 1
 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
 PP2028.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PP2028.See file dsdata.pdf to determine how the superseded data were derived.
 PP2028
 PP2028_MARKER: DB = BENCH MARK DISK
 PP2028_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 PP2028_STAMPING: 1002 V 1949
 PP2028_MARK LOGO: MNHD
 PP2028_PROJECTION: FLUSH
 PP2028_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 PP2028_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PP2028_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 PP2028+SATELLITE: SATELLITE OBSERVATIONS - November 17, 2025
 PP2028
 PP2028  HISTORY     - Date     Condition        Report By
 PP2028  HISTORY     - 19490401 MONUMENTED       MNHD
 PP2028  HISTORY     - 1972     GOOD             MNDT
 PP2028  HISTORY     - 1983     GOOD             MNDT
 PP2028  HISTORY     - 1983     GOOD             MNDT
 PP2028  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 PP2028  HISTORY     - 19920908 GOOD             MNDT
 PP2028  HISTORY     - 20021009 MARK NOT FOUND   USPSQD
 PP2028  HISTORY     - 20021011 MARK NOT FOUND   USPSQD
 PP2028  HISTORY     - 20100303 GOOD             MNDT
 PP2028  HISTORY     - 20110804 GOOD             MNDT
 PP2028  HISTORY     - 20131001 GOOD             MNDT
 PP2028  HISTORY     - 20251117 GOOD             MNDT
 PP2028
 PP2028                          STATION DESCRIPTION
 PP2028
 PP2028'DESCRIBED BY MN DEPT OF TRANSP 1972
 PP2028'1.6 MI E FROM VICTORIA.
 PP2028'MARK IS LOCATED 1.6 MILES EAST ALONG TH 5 FROM THE JUNCTION OF TH 5
 PP2028'AND COUNTY ROAD 11 (SOUTH) IN VICTORIA, 0.2 MILES WEST OF COUNTY ROAD
 PP2028'13, 69 FEET SOUTH OF, AND 10 FEET LOWER THAN THE CENTERLINE OF TH 5 AT
 PP2028'MILE POINT 40.3 (STATION 750), 8 FEET WEST OF A POWER POLE, 1 FOOT
 PP2028'NORTH OF A STEEL WITNESS POST IN A 6 FOOT PRECAST CONCRETE MONUMENT
 PP2028'SET FLUSH WITH THE GROUND.  SW 1/4 SECTION 7, T 116, R 23.
 PP2028
 PP2028                          STATION RECOVERY (1983)
 PP2028
 PP2028'RECOVERY NOTE BY MN DEPT OF TRANSP 1983
 PP2028'THE SOUTHWEST QUARTER OF SECTION 7, T 116 W, R 23 W, 1.6 MILES EAST
 PP2028'ALONG TRUNK HIGHWAY 5 FROM ITS JUNCTION WITH COUNTY ROAD 11 (SOUTH)
 PP2028'IN VICTORIA, 0.2 MILE WEST WEST OF COUNTY ROAD 13, 69 FEET
 PP2028'SOUTH OF AND 10 FEET LOWER THAN THE CENTERLINE OF TRUNK HIGHWAY 5 AT
 PP2028'MILEPOINT 40.25 (STATION 750), 8 FEET WEST OF A POWER POLE, AND 0.5
 PP2028'FOOT NORTH OF A STEEL WITNESS POST. THE MARK, A STANDARD MNDT BENCH
 PP2028'MARK DISK STAMPED---1002 V 1949---, IS SET IN THE TOP OF A 6 FOOT
 PP2028'LONG PRECAST CONCRETE MONUMENT THAT IS FLUSH WITH THE SURFACE OF THE
 PP2028'GROUND.
 PP2028
 PP2028                          STATION RECOVERY (1983)
 PP2028
 PP2028'RECOVERY NOTE BY MN DEPT OF TRANSP 1983 (OCO)
 PP2028'STATION RECOVERED AS DESCRIBED.
 PP2028
 PP2028                          STATION RECOVERY (1987)
 PP2028
 PP2028'RECOVERY NOTE BY US POWER SQUADRON 1987 (JDW)
 PP2028'MARK NOT FOUND.
 PP2028
 PP2028                          STATION RECOVERY (1992)
 PP2028
 PP2028'RECOVERY NOTE BY MN DEPT OF TRANSP 1992 (HTS)
 PP2028'RECOVERED AS DESCRIBED.
 PP2028
 PP2028                          STATION RECOVERY (2002)
 PP2028
 PP2028'RECOVERY NOTE BY US POWER SQUADRON 2002 (SL)
 PP2028'MARK NOT FOUND.
 PP2028
 PP2028                          STATION RECOVERY (2002)
 PP2028
 PP2028'RECOVERY NOTE BY US POWER SQUADRON 2002 (SL)
 PP2028'MARK NOT FOUND.
 PP2028
 PP2028                          STATION RECOVERY (2010)
 PP2028
 PP2028'RECOVERY NOTE BY MN DEPT OF TRANSP 2010 (DRB)
 PP2028'THE MARK IS 1.2 MI (1.9 KM) NORTHEAST OF VICTORIA.
 PP2028'
 PP2028'1.29 MI NORTHEAST ON TRUNK HIGHWAY 5 FROM THE JUNCTION OF TRUNK
 PP2028'HIGHWAY 5 AND SHADY OAK DRIVE IN VICTORIA, AT TRUNK HIGHWAY 5 MILE
 PP2028'POINT 40.25.
 PP2028'
 PP2028'IT IS 780 FT (237.7 M) WEST OF COUNTY ROAD 13, 69 FT (21.0 M) SOUTH OF
 PP2028'TRUNK HIGHWAY 5, 8 FT (2.4 M) WEST OF POWER POLE, IN DEEP DITCH,
 PP2028'OPPOSITE PROPERTY LINE BETWEEN HOUSE NUMBER 856 AND 870 ARBORETUM
 PP2028'BOULEVARD, 0.5 FT (15 CM) NORTH OF A WITNESS POST.
 PP2028
 PP2028                          STATION RECOVERY (2011)
 PP2028
 PP2028'RECOVERY NOTE BY MN DEPT OF TRANSP 2011 (AKJ)
 PP2028'RECOVERED IN GOOD CONDITION.
 PP2028
 PP2028                          STATION RECOVERY (2013)
 PP2028
 PP2028'RECOVERY NOTE BY MN DEPT OF TRANSP 2013 (KMS)
 PP2028'RECOVERED AS DESCRIBED.
 PP2028
 PP2028                          STATION RECOVERY (2025)
 PP2028
 PP2028'RECOVERY NOTE BY MN DEPT OF TRANSP 2025 (KMS)
 PP2028'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 PP1981 ***********************************************************************
 PP1981  DESIGNATION -  1002 W
 PP1981  PID         -  PP1981
 PP1981  STATE/COUNTY-  MN/CARVER
 PP1981  COUNTRY     -  US
 PP1981  USGS QUAD   -  SHAKOPEE (2019)
 PP1981
 PP1981                         *CURRENT SURVEY CONTROL
 PP1981  ______________________________________________________________________
 PP1981* NAD 83(1986) POSITION- 44 51 33.33   (N) 093 31 47.99   (W)   HD_HELD1
 PP1981* NAVD 88 ORTHO HEIGHT -   291.055 (meters)      954.90  (feet) ADJUSTED
 PP1981  ______________________________________________________________________
 PP1981  GEOID HEIGHT    -        -26.778 (meters)                     GEOID18
 PP1981  DYNAMIC HEIGHT  -        291.050 (meters)      954.89  (feet) COMP
 PP1981  MODELED GRAVITY -    980,590.6   (mgal)                       NAVD 88
 PP1981
 PP1981  VERT ORDER      -  SECOND    CLASS I
 PP1981
 PP1981.The horizontal coordinates were determined by differentially corrected
 PP1981.hand held GPS observations or other comparable positioning techniques
 PP1981.and have an estimated accuracy of +/- 3 meters.
 PP1981
 PP1981.The orthometric height was determined by differential leveling and
 PP1981.adjusted by the NATIONAL GEODETIC SURVEY
 PP1981.in May 2020.
 PP1981
 PP1981.Significant digits in the geoid height do not necessarily reflect accuracy.
 PP1981.GEOID18 height accuracy estimate available here.
 PP1981
 PP1981.Click photographs - Photos may exist for this station.
 PP1981
 PP1981.The dynamic height is computed by dividing the NAVD 88
 PP1981.geopotential number by the normal gravity value computed on the
 PP1981.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP1981.degrees latitude (g = 980.6199 gals.).
 PP1981
 PP1981.The modeled gravity was interpolated from observed gravity values.
 PP1981
 PP1981;                    North         East    Units  Estimated Accuracy
 PP1981;SPC MN S     -   306,693.7     837,146.5     MT  (+/- 3 meters HH1 GPS) 
 PP1981
 PP1981_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK5812567452(NAD 83)
 PP1981
 PP1981                          SUPERSEDED SURVEY CONTROL
 PP1981
 PP1981  NAVD 88 (08/01/13)  291.054  (m)          954.90   (f) SUPERSEDED  2 1
 PP1981  NAVD 88 (06/15/91)  291.053  (m)          954.90   (f) SUPERSEDED  2 0
 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
 PP1981.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PP1981.See file dsdata.pdf to determine how the superseded data were derived.
 PP1981
 PP1981_MARKER: DB = BENCH MARK DISK
 PP1981_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 PP1981_STAMPING: 1002 W 1970
 PP1981_MARK LOGO: MNHD
 PP1981_PROJECTION: RECESSED 15 CENTIMETERS
 PP1981_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 PP1981_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PP1981_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PP1981+SATELLITE: SATELLITE OBSERVATIONS - October 01, 2013
 PP1981
 PP1981  HISTORY     - Date     Condition        Report By
 PP1981  HISTORY     - 19700401 MONUMENTED       MNHD
 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  HISTORY     - 20110822 GOOD             MNDT
 PP1981  HISTORY     - 20120912 GOOD             MNDT
 PP1981  HISTORY     - 20131001 GOOD             MNDT
 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.
 PP1981
 PP1981                          STATION RECOVERY (2011)
 PP1981
 PP1981'RECOVERY NOTE BY MN DEPT OF TRANSP 2011 (AKJ)
 PP1981'THE BENCH MARK IS LOCATED ABOUT 4.2 MI (6.8 KM) NORTH OF SHAKOPEE, 3.5
 PP1981'MI (5.6 KM) SOUTH-SOUTHEAST OF EXCELSIOR AND 2.9 MI (4.7 KM) WEST OF
 PP1981'EDEN PRAIRIE.
 PP1981'
 PP1981'IN CHANHASSEN, 0.05 MI (0.1 KM) EAST ALONG TRUNK HIGHWAY 5 FROM THE
 PP1981'WEST JUNCTION OF TRUNK HIGHWAY 5 AND TRUNK HIGHWAY 101 SOUTH, AT TRUNK
 PP1981'HIGHWAY 5 MILE POINT 45.8.
 PP1981'
 PP1981'THE BENCH MARK IS FOUND 75.0 FT (22.9 M) SOUTH OF TRUNK HIGHWAY 5,
 PP1981'67.6 FT (20.6 M) NORTH OF THE NORTHEAST CORNER OF PROPERTY OF PARK
 PP1981'NICOLETTE CLINIC, 41.9 FT (12.8 M) NORTH-NORTHEAST OF A HIGH TENSION
 PP1981'POWER-POLE NUMBERED 35 AND 0.7 FT (21 CM) NORTH OF A WITNESS POST.
 PP1981
 PP1981                          STATION RECOVERY (2012)
 PP1981
 PP1981'RECOVERY NOTE BY MN DEPT OF TRANSP 2012 (DAS)
 PP1981'IN CHANHASSEN, 0.05 MI (0.1 KM) EAST ALONG TRUNK HIGHWAY 5 FROM THE
 PP1981'WEST JUNCTION OF TRUNK HIGHWAY 5 AND TRUNK HIGHWAY 101 SOUTH, AT TRUNK
 PP1981'HIGHWAY 5 MILE POINT 45.8, 75.0 FT (22.9 M) SOUTH OF TRUNK HIGHWAY 5,
 PP1981'67.6 FT (20.6 M) NORTH OF THE NORTHEAST CORNER OF PROPERTY OF PARK
 PP1981'NICOLETTE CLINIC, 41.9 FT (12.8 M) NORTH-NORTHEAST OF HIGH TENSION
 PP1981'POWER POLE NUMBER 35, 0.7 FT (21 CM) NORTH OF A WITNESS POST.
 PP1981
 PP1981                          STATION RECOVERY (2013)
 PP1981
 PP1981'RECOVERY NOTE BY MN DEPT OF TRANSP 2013 (KMS)
 PP1981'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 PQ0066 ***********************************************************************
 PQ0066  DESIGNATION -  1003 B
 PQ0066  PID         -  PQ0066
 PQ0066  STATE/COUNTY-  MN/CARVER
 PQ0066  COUNTRY     -  US
 PQ0066  USGS QUAD   -  WINSTED (2019)
 PQ0066
 PQ0066                         *CURRENT SURVEY CONTROL
 PQ0066  ______________________________________________________________________
 PQ0066* NAD 83(2011) POSITION- 44 54 22.53115(N) 094 00 07.17934(W)   ADJUSTED
 PQ0066* NAD 83(2011) ELLIP HT-   275.325 (meters)        (11/07/24)   ADJUSTED
 PQ0066* NAD 83(2011) EPOCH   -  2010.00
 PQ0066* NAVD 88 ORTHO HEIGHT -   302.773 (meters)      993.35  (feet) ADJUSTED
 PQ0066  ______________________________________________________________________
 PQ0066  GEOID HEIGHT    -        -27.486 (meters)                     GEOID18
 PQ0066  NAD 83(2011) X  -   -315,815.361 (meters)                     COMP
 PQ0066  NAD 83(2011) Y  - -4,514,112.159 (meters)                     COMP
 PQ0066  NAD 83(2011) Z  -  4,480,170.426 (meters)                     COMP
 PQ0066  LAPLACE CORR    -          0.76  (seconds)                    DEFLEC18
 PQ0066  DYNAMIC HEIGHT  -        302.746 (meters)      993.26  (feet) COMP
 PQ0066  MODELED GRAVITY -    980,521.5   (mgal)                       NAVD 88
 PQ0066
 PQ0066  VERT ORDER      -  SECOND    CLASS I
 PQ0066
 PQ0066  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 PQ0066  Standards:
 PQ0066         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 PQ0066            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 PQ0066  -------------------------------------------------------------------
 PQ0066  NETWORK    0.46   0.84           0.21   0.16   0.43      0.02748326
 PQ0066  -------------------------------------------------------------------
 PQ0066  Click here for local accuracies and other accuracy information.
 PQ0066
 PQ0066.The horizontal coordinates were established by GPS observations
 PQ0066.and adjusted by the MN DEPT OF TRANSP in November 2024.
 PQ0066
 PQ0066.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 PQ0066.been affixed to the stable North American tectonic plate. See 
 PQ0066.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 PQ0066
 PQ0066.The horizontal coordinates are valid at the epoch date displayed above
 PQ0066.which is a decimal equivalence of Year/Month/Day.
 PQ0066
 PQ0066.The orthometric height was determined by differential leveling and
 PQ0066.adjusted by the NATIONAL GEODETIC SURVEY
 PQ0066.in May 2020.
 PQ0066
 PQ0066.Significant digits in the geoid height do not necessarily reflect accuracy.
 PQ0066.GEOID18 height accuracy estimate available here.
 PQ0066
 PQ0066.Click photographs - Photos may exist for this station.
 PQ0066
 PQ0066.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 PQ0066
 PQ0066.The Laplace correction was computed from DEFLEC18 derived deflections.
 PQ0066
 PQ0066.The ellipsoidal height was determined by GPS observations
 PQ0066.and is referenced to NAD 83.
 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. The following values were computed from the NAD 83(2011) position.
 PQ0066
 PQ0066;                    North         East     Units Scale Factor Converg.
 PQ0066;SPC MN S     -   311,809.708   799,842.511   MT  0.99994697   -0 00 05.0
 PQ0066;SPC MN S     - 1,022,995.68  2,624,149.97   sFT  0.99994697   -0 00 05.0
 PQ0066;UTM  15      - 4,973,025.315   420,898.839   MT  0.99967694   -0 42 26.6
 PQ0066
 PQ0066!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PQ0066!SPC MN S     -   0.99995683  x   0.99994697  =   0.99990381
 PQ0066!UTM  15      -   0.99995683  x   0.99967694  =   0.99963379
 PQ0066
 PQ0066_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK2089873025(NAD 83)
 PQ0066
 PQ0066                          SUPERSEDED SURVEY CONTROL
 PQ0066
 PQ0066  NAVD 88 (06/15/91)  302.789  (m)          993.40   (f) SUPERSEDED  2 1
 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
 PQ0066.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PQ0066.See file dsdata.pdf to determine how the superseded data were derived.
 PQ0066
 PQ0066_MARKER: DB = BENCH MARK DISK
 PQ0066_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 PQ0066_STAMPING: 1003 B 1968
 PQ0066_MARK LOGO: MNHD
 PQ0066_PROJECTION: RECESSED 10 CENTIMETERS
 PQ0066_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 PQ0066_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PQ0066_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PQ0066+SATELLITE: SATELLITE OBSERVATIONS - June 17, 2024
 PQ0066
 PQ0066  HISTORY     - Date     Condition        Report By
 PQ0066  HISTORY     - 19680401 MONUMENTED       MNHD
 PQ0066  HISTORY     - 1972     GOOD             MNDT
 PQ0066  HISTORY     - 1989     GOOD             MNDT
 PQ0066  HISTORY     - 19980401 GOOD             MNDT
 PQ0066  HISTORY     - 20051006 GOOD             MNDT
 PQ0066  HISTORY     - 20190530 GOOD             MNDT
 PQ0066  HISTORY     - 20240617 GOOD             MNDT
 PQ0066
 PQ0066                          STATION DESCRIPTION
 PQ0066
 PQ0066'DESCRIBED BY MN DEPT OF TRANSP 1972
 PQ0066'1.6 MI W FROM HOLLYWOOD.
 PQ0066'1.6 MILE WEST ALONG TH 7 FROM THE JUNCTION OF TH 7 AND COUNTY ROAD 33
 PQ0066'IN HOLLYWOOD, 0.5 MILES EAST OF THE MCLEOD-CARVER COUNTY LINE, 67 FEET
 PQ0066'NORTH OF THE CENTER LINE OF TH 7, OPPOSITE A TOWNSHIP ROAD SOUTH, AT
 PQ0066'MILE POINT 160.5 (STATION 975+08), 23 FEET EAST OF THE CENTER OF A
 PQ0066'FIELD ENTRANCE, 16 FEET WEST OF A POWERPOLE, 6 FEET EAST OF A FENCE
 PQ0066'CORNER, 1 FOOT SOUTH OF A FENCE LINE, 1 FOOT SOUTH OF A STEEL WITNESS
 PQ0066'POST, IN A 6 FOOT PRECAST CONCRETE MONUMENT SET FLUSH WITH THE GROUND.
 PQ0066'NW 1/4, SEC 31, T 117, R 27.
 PQ0066
 PQ0066                          STATION RECOVERY (1989)
 PQ0066
 PQ0066'RECOVERY NOTE BY MN DEPT OF TRANSP 1989 (OCO)
 PQ0066'THE MARK WAS FOUND IN GOOD CONDITION. THE MARK IS LOCATED ABOUT 2
 PQ0066'MILES NORTHEAST OF THE CITY OF LESTER PRAIRIE, 2.5 MILE EAST ALONG
 PQ0066'TRUNK HIGHWAY 7 FROM ITS JUNCTION WITH TRUNK HIGHWAY 261 (1.2 MILES
 PQ0066'NORTH OF LESTER PRAIRIE), 0.5 MILE EAST OF THE CARVER - MC LEOD COUNTY
 PQ0066'LINE, AT THE JUNCTION OF YANCY AVENUE AND IN THE SW 1/4 OF SECTION 30,
 PQ0066'T117N, R26W.  THE MARK IS 74.0 FEET SOUTH OF AND ABOUT 3 FEET HIGHER
 PQ0066'THAN THE CENTERLINE OF HIGHWAY 7, AT MILEPOINT 160.45, 4.7 FEET EAST
 PQ0066'OF THE EXTENDED CENTERLINE OF YANCY AVENUE, 5.3 FEET SOUTHEAST OF A
 PQ0066'CORNER FENCE POST, 2.3 FEET SOUTH OF A FENCE, 17.0 FEET WEST OF A
 PQ0066'POWER POLE AND 1.0 FOOT SOUTH OF A STEEL WITNESS POST.  THE MARK, A
 PQ0066'STANDARD MNHD BENCH MARK DISK STAMPED---1003 B 1968---, IS SET IN THE
 PQ0066'TOP OF A PRECAST MAGNETIC CONCRETE MONUMENT AND IS 0.3 FOOT BELOW THE
 PQ0066'SURFACE OF THE GROUND.
 PQ0066
 PQ0066                          STATION RECOVERY (1998)
 PQ0066
 PQ0066'RECOVERY NOTE BY MN DEPT OF TRANSP 1998 (DKH)
 PQ0066'THE MARK WAS RECOVERED 2 MI (3.2 KM) NE OF LESTER PRAIRIE, 2.5 MI (4.0
 PQ0066'KM) EAST OF JCT OF TH 7 AND TH 261, 74 FT (22.6 M) NORTH OF TH 7, AT
 PQ0066'TH 7 MP 160.45, 4.7 FT (1.4 M) EAST OF EXTENDED CENTER OF YANCY AVE,
 PQ0066'5.3 FT (1.6 M) SE OF CORNER FENCE POST, 2.3 FT (0.7 M) SOUTH OF FENCE,
 PQ0066'17 FT (5.2 M) WEST OF P-POLE, 1 FT (0.3 M) SOUTH OF WIT POST. TREES
 PQ0066'AFFECT GPS FROM AZIMUTH 350 - 90.
 PQ0066
 PQ0066                          STATION RECOVERY (2005)
 PQ0066
 PQ0066'RECOVERY NOTE BY MN DEPT OF TRANSP 2005 (MPP)
 PQ0066'2 MILES NORTHEAST OF LESTER PRAIRIE, 2.5 MILES EAST OF JUNCTION OF
 PQ0066'TRUNK HIGHWAY 7 AND TRUNK HIGHWAY 261, 0.5 MILES EAST OF WEST CARVER
 PQ0066'COUNTY LINE, AT YANCY AVENUE, AT TRUNK HIGHWAY 7 MILEPOINT 160.45,
 PQ0066'74.0 FEET NORTH OF TRUNK HIGHWAY 7, 4.7 FEET EAST OF EXTENDED CENTER
 PQ0066'OF YANCY AVENUE, 5.3 FEET SOUTHEAST OF CORNER FENCE POST, 2.3 FEET
 PQ0066'SOUTH OF FENCE, 17.0 FEET WEST OF POWER POLE, 1.0 FEET SOUTH OF
 PQ0066'WITNESS POST
 PQ0066
 PQ0066                          STATION RECOVERY (2019)
 PQ0066
 PQ0066'RECOVERY NOTE BY MN DEPT OF TRANSP 2019 (BRB)
 PQ0066'RECOVERED AS DESCRIBED.
 PQ0066
 PQ0066                          STATION RECOVERY (2024)
 PQ0066
 PQ0066'RECOVERY NOTE BY MN DEPT OF TRANSP 2024 (RMJ)
 PQ0066'THE MARK WAS LOCATED ABOUT 2.0 MI (3.2 KM) NORTHEAST OF LESTER
 PQ0066'PRAIRIE, 2.5 MI (4.0 KM) EAST ALONG TRUNK HIGHWAY 7 FROM THE JUNCTION
 PQ0066'OF TRUNK HIGHWAY 7 AND TRUNK HIGHWAY 261 IN LESTER PRAIRIE, AT TRUNK
 PQ0066'HIGHWAY 7 MILE POINT 160.45, 74.0 FT (22.6 M) NORTH OF TRUNK HIGHWAY
 PQ0066'7, 0.5 MI (0.8 KM) EAST OF THE WEST CARVER COUNTY LINE, AT YANCY
 PQ0066'AVENUE, 17.0 FT (5.2 M) WEST OF A POWER POLE, 5.3 FT (1.6 M) SOUTHEAST
 PQ0066'OF A CORNER FENCE POST, 4.7 FT (1.4 M) EAST OF THE EXTENDED CENTER OF
 PQ0066'YANCY AVENUE, 2.3 FT (0.7 M) SOUTH OF A FENCE, 1.0 FT (0.3 M) SOUTH OF
 PQ0066'A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 PP1894 ***********************************************************************
 PP1894  DESIGNATION -  1003 C RESET
 PP1894  PID         -  PP1894
 PP1894  STATE/COUNTY-  MN/CARVER
 PP1894  COUNTRY     -  US
 PP1894  USGS QUAD   -  MAYER (2019)
 PP1894
 PP1894                         *CURRENT SURVEY CONTROL
 PP1894  ______________________________________________________________________
 PP1894* NAD 83(2011) POSITION- 44 54 23.17134(N) 093 58 44.29849(W)   ADJUSTED
 PP1894* NAD 83(2011) ELLIP HT-   271.447 (meters)        (11/07/24)   ADJUSTED
 PP1894* NAD 83(2011) EPOCH   -  2010.00
 PP1894* NAVD 88 ORTHO HEIGHT -   298.894 (meters)      980.62  (feet) ADJUSTED
 PP1894  ______________________________________________________________________
 PP1894  GEOID HEIGHT    -        -27.478 (meters)                     GEOID18
 PP1894  NAD 83(2011) X  -   -314,000.326 (meters)                     COMP
 PP1894  NAD 83(2011) Y  - -4,514,222.036 (meters)                     COMP
 PP1894  NAD 83(2011) Z  -  4,480,181.686 (meters)                     COMP
 PP1894  LAPLACE CORR    -          0.98  (seconds)                    DEFLEC18
 PP1894  DYNAMIC HEIGHT  -        298.870 (meters)      980.54  (feet) COMP
 PP1894  MODELED GRAVITY -    980,527.7   (mgal)                       NAVD 88
 PP1894
 PP1894  VERT ORDER      -  SECOND    CLASS I
 PP1894
 PP1894  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 PP1894  Standards:
 PP1894         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 PP1894            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 PP1894  -------------------------------------------------------------------
 PP1894  NETWORK    0.58   1.12           0.26   0.21   0.57     -0.14236544
 PP1894  -------------------------------------------------------------------
 PP1894  Click here for local accuracies and other accuracy information.
 PP1894
 PP1894.The horizontal coordinates were established by GPS observations
 PP1894.and adjusted by the MN DEPT OF TRANSP in November 2024.
 PP1894
 PP1894.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 PP1894.been affixed to the stable North American tectonic plate. See 
 PP1894.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 PP1894
 PP1894.The horizontal coordinates are valid at the epoch date displayed above
 PP1894.which is a decimal equivalence of Year/Month/Day.
 PP1894
 PP1894.The orthometric height was determined by differential leveling and
 PP1894.adjusted by the NATIONAL GEODETIC SURVEY
 PP1894.in May 2020.
 PP1894
 PP1894.Significant digits in the geoid height do not necessarily reflect accuracy.
 PP1894.GEOID18 height accuracy estimate available here.
 PP1894
 PP1894.Click photographs - Photos may exist for this station.
 PP1894
 PP1894.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 PP1894
 PP1894.The Laplace correction was computed from DEFLEC18 derived deflections.
 PP1894
 PP1894.The ellipsoidal height was determined by GPS observations
 PP1894.and is referenced to NAD 83.
 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. The following values were computed from the NAD 83(2011) position.
 PP1894
 PP1894;                    North         East     Units Scale Factor Converg.
 PP1894;SPC MN S     -   311,829.681   801,660.615   MT  0.99994699   +0 00 53.1
 PP1894;SPC MN S     - 1,023,061.21  2,630,114.87   sFT  0.99994699   +0 00 53.1
 PP1894;UTM  15      - 4,973,022.887   422,716.557   MT  0.99967344   -0 41 28.1
 PP1894
 PP1894!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PP1894!SPC MN S     -   0.99995744  x   0.99994699  =   0.99990443
 PP1894!UTM  15      -   0.99995744  x   0.99967344  =   0.99963090
 PP1894
 PP1894_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK2271673022(NAD 83)
 PP1894
 PP1894                          SUPERSEDED SURVEY CONTROL
 PP1894
 PP1894  NAVD 88 (07/08/08)  298.871  (m)          980.55   (f) SUPERSEDED  2 1
 PP1894  NAVD 88 (02/28/05)  298.862  (m)          980.52   (f) SUPERSEDED  2 1
 PP1894  NAVD 88 (06/15/91)  298.856  (m)          980.50   (f) SUPERSEDED  2 0
 PP1894  NGVD 29 (??/??/92)  298.776  (m)          980.23   (f) ADJ UNCH    2 0
 PP1894
 PP1894.Superseded values are not recommended for survey control.
 PP1894
 PP1894.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PP1894.See file dsdata.pdf to determine how the superseded data were derived.
 PP1894
 PP1894_MARKER: DB = BENCH MARK DISK
 PP1894_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 PP1894_STAMPING: 1003 C RESET 1971
 PP1894_MARK LOGO: MNHD
 PP1894_PROJECTION: RECESSED 3 CENTIMETERS
 PP1894_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 PP1894_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PP1894_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PP1894+SATELLITE: SATELLITE OBSERVATIONS - June 17, 2024
 PP1894
 PP1894  HISTORY     - Date     Condition        Report By
 PP1894  HISTORY     - 19710401 MONUMENTED       MNHD
 PP1894  HISTORY     - 1972     GOOD             MNDT
 PP1894  HISTORY     - 1989     GOOD             MNDT
 PP1894  HISTORY     - 19980401 GOOD             MNDT
 PP1894  HISTORY     - 20030925 GOOD             MNDT
 PP1894  HISTORY     - 20051006 GOOD             MNDT
 PP1894  HISTORY     - 20180813 GOOD             MNDT
 PP1894  HISTORY     - 20190530 GOOD             MNDT
 PP1894  HISTORY     - 20240617 GOOD             MNDT
 PP1894
 PP1894                          STATION DESCRIPTION
 PP1894
 PP1894'DESCRIBED BY MN DEPT OF TRANSP 1972
 PP1894'0.4 MI W FROM HOLLYWOOD.
 PP1894'0.4 MILES WEST ALONG TH 7 FROM THE JUNCTION OF TH 7 AND COUNTY ROAD 33
 PP1894'IN HOLLYWOOD, 148 FEET WEST OF THE CENTER OF A FARM ENTRANCE SOUTH, 73
 PP1894'FEET SOUTH OF, AND 2 FEET HIGHER THAN THE CENTERLINE OF TH 7 AT MILE
 PP1894'POINT 161.8 (STATION 1034+87), 16 FEET NORTHWEST OF AN EVERGREEN TREE,
 PP1894'1 FOOT WEST OF A FENCE LINE, 1 FOOT NORTH OF A STEEL WITNESS POST, IN
 PP1894'A 6 FOOT PRECAST CONCRETE MONUMENT BURIED 3 INCHES BELOW GROUND. NE
 PP1894'1/4, SEC 32, T 117, R 26.
 PP1894
 PP1894                          STATION RECOVERY (1989)
 PP1894
 PP1894'RECOVERY NOTE BY MN DEPT OF TRANSP 1989 (OCO)
 PP1894'THE MARK WAS FOUND IN GOOD CONDITION. THE MARK IS LOCATED ABOUT 1-1/2
 PP1894'MILES NORTHWEST OF THE CITY OF NEW GERMANY, 0.4 MILE WEST ALONG TRUNK
 PP1894'HIGHWAY 7 FROM ITS JUNCTION WITH CARVER COUNTY ROAD NUMBER 33 (1.2
 PP1894'MILES NORTH OF NEW GERMANY), AND IS IN THE SE 1/4 OF SECTION 29,
 PP1894'T117N, R26W.  THE MARK IS 72.0 FEET SOUTH OF AND ABOUT 3 FEET HIGHER
 PP1894'THAN THE CENTERLINE OF HIGHWAY 7, AT MILEPOINT 161.6, AND 1.0 FOOT
 PP1894'NORTH OF A STEEL WITNESS POST.  THE MARK, A STANDARD MNHD BENCH MARK
 PP1894'DISK STAMPED---1003 C RESET 1971---, IS SET IN THE TOP OF A PRECAST
 PP1894'MAGNETIC CONCRETE MONUMENT AND IS 0.3 FOOT BELOW THE SURFACE OF THE
 PP1894'GROUND.
 PP1894
 PP1894                          STATION RECOVERY (1998)
 PP1894
 PP1894'RECOVERY NOTE BY MN DEPT OF TRANSP 1998 (DKH)
 PP1894'RECOVERED 0.4 MI (0.6 KM) WEST OF JCT OF CO RD 33 AT TH 7 MP 161.6, 72
 PP1894'FT (21.9 M) SOUTH OF TH 7, 1 FT (0.3 M) NORTH OF WIT POST.
 PP1894
 PP1894                          STATION RECOVERY (2003)
 PP1894
 PP1894'RECOVERY NOTE BY MN DEPT OF TRANSP 2003 (DAS)
 PP1894'RECOVERED AS DESCRIBED.
 PP1894
 PP1894                          STATION RECOVERY (2005)
 PP1894
 PP1894'RECOVERY NOTE BY MN DEPT OF TRANSP 2005 (MPP)
 PP1894'10.5 MILES WEST OF HOLLYWOOD, 0.4 MILES WEST OF JUNCTION OF TRUNK
 PP1894'HIGHWAY 7 AND COUNTY ROAD 33, AT TRUNK HIGHWAY 7 MILEPOINT 161.6, 72
 PP1894'FEET SOUTH OF TRUNK HIGHWAY 7, 1.0 FEET NORTH OF WITNESS POST
 PP1894
 PP1894                          STATION RECOVERY (2018)
 PP1894
 PP1894'RECOVERY NOTE BY MN DEPT OF TRANSP 2018 (LLS)
 PP1894'RECOVERED AS DESCRIBED.
 PP1894
 PP1894                          STATION RECOVERY (2019)
 PP1894
 PP1894'RECOVERY NOTE BY MN DEPT OF TRANSP 2019 (BRB)
 PP1894'RECOVERED AS DESCRIBED.
 PP1894
 PP1894                          STATION RECOVERY (2024)
 PP1894
 PP1894'RECOVERY NOTE BY MN DEPT OF TRANSP 2024 (RMJ)
 PP1894'THE MARK WAS LOCATED ABOUT 1.61 MI (2.59 KM) NORTH-NORTHWEST OF NEW
 PP1894'GERMANY, 1.45 MI (2.33 KM) NORTH ALONG COUNTY ROAD 33 FROM THE
 PP1894'JUNCTION OF COUNTY ROAD 33 AND COUNTY ROAD 30 IN NEW GERMANY, THEN 0.4
 PP1894'MI (0.6 KM) WEST ON TRUNK HIGHWAY 7, AT TRUNK HIGHWAY 7 MILE POINT
 PP1894'161.6, 72.0 FT (21.9 M) SOUTH OF TRUNK HIGHWAY 7, 1.0 FT (0.3 M) NORTH
 PP1894'OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 PP1901 ***********************************************************************
 PP1901  DESIGNATION -  1003 E
 PP1901  PID         -  PP1901
 PP1901  STATE/COUNTY-  MN/CARVER
 PP1901  COUNTRY     -  US
 PP1901  USGS QUAD   -  MAYER (2019)
 PP1901
 PP1901                         *CURRENT SURVEY CONTROL
 PP1901  ______________________________________________________________________
 PP1901* NAD 83(2011) POSITION- 44 54 20.79173(N) 093 57 42.56579(W)   ADJUSTED
 PP1901* NAD 83(2011) ELLIP HT-   275.110 (meters)        (06/27/12)   ADJUSTED
 PP1901* NAD 83(2011) EPOCH   -  2010.00
 PP1901* NAVD 88 ORTHO HEIGHT -   302.574 (meters)      992.69  (feet) ADJUSTED
 PP1901  ______________________________________________________________________
 PP1901  GEOID HEIGHT    -        -27.471 (meters)                     GEOID18
 PP1901  NAD 83(2011) X  -   -312,653.020 (meters)                     COMP
 PP1901  NAD 83(2011) Y  - -4,514,370.134 (meters)                     COMP
 PP1901  NAD 83(2011) Z  -  4,480,132.243 (meters)                     COMP
 PP1901  LAPLACE CORR    -          1.24  (seconds)                    DEFLEC18
 PP1901  DYNAMIC HEIGHT  -        302.549 (meters)      992.61  (feet) COMP
 PP1901  MODELED GRAVITY -    980,528.3   (mgal)                       NAVD 88
 PP1901
 PP1901  VERT ORDER      -  SECOND    CLASS I
 PP1901
 PP1901  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 PP1901  Standards:
 PP1901         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 PP1901            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 PP1901  -------------------------------------------------------------------
 PP1901  NETWORK    0.42   0.45           0.19   0.15   0.23     -0.06233013
 PP1901  -------------------------------------------------------------------
 PP1901  Click here for local accuracies and other accuracy information.
 PP1901
 PP1901.The horizontal coordinates were established by GPS observations
 PP1901.and adjusted by the National Geodetic Survey in June 2012.
 PP1901
 PP1901.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 PP1901.been affixed to the stable North American tectonic plate. See 
 PP1901.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 PP1901
 PP1901.The horizontal coordinates are valid at the epoch date displayed above
 PP1901.which is a decimal equivalence of Year/Month/Day.
 PP1901
 PP1901.The orthometric height was determined by differential leveling and
 PP1901.adjusted by the NATIONAL GEODETIC SURVEY
 PP1901.in May 2020.
 PP1901
 PP1901.Significant digits in the geoid height do not necessarily reflect accuracy.
 PP1901.GEOID18 height accuracy estimate available here.
 PP1901
 PP1901.Click photographs - Photos may exist for this station.
 PP1901
 PP1901.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 PP1901
 PP1901.The Laplace correction was computed from DEFLEC18 derived deflections.
 PP1901
 PP1901.The ellipsoidal height was determined by GPS observations
 PP1901.and is referenced to NAD 83.
 PP1901
 PP1901.The dynamic height is computed by dividing the NAVD 88
 PP1901.geopotential number by the normal gravity value computed on the
 PP1901.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP1901.degrees latitude (g = 980.6199 gals.).
 PP1901
 PP1901.The modeled gravity was interpolated from observed gravity values.
 PP1901
 PP1901. The following values were computed from the NAD 83(2011) position.
 PP1901
 PP1901;                    North         East     Units Scale Factor Converg.
 PP1901;SPC MN S     -   311,756.718   803,014.839   MT  0.99994691   +0 01 36.3
 PP1901;SPC MN S     - 1,022,821.83  2,634,557.85   sFT  0.99994691   +0 01 36.3
 PP1901;UTM  15      - 4,972,933.272   424,069.408   MT  0.99967089   -0 40 44.5
 PP1901
 PP1901!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PP1901!SPC MN S     -   0.99995687  x   0.99994691  =   0.99990378
 PP1901!UTM  15      -   0.99995687  x   0.99967089  =   0.99962777
 PP1901
 PP1901:                Primary Azimuth Mark                     Grid Az
 PP1901:SPC MN S     -  1003 F                                   089 49 51.2
 PP1901:UTM  15      -  1003 F                                   090 32 12.0
 PP1901
 PP1901_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK2406972933(NAD 83)
 PP1901
 PP1901|---------------------------------------------------------------------|
 PP1901| PID    Reference Object                     Distance      Geod. Az  |
 PP1901|                                                           dddmmss.s |
 PP1901| PP1902 1003 F                              APPROX. 1.0 KM 0895127.5 |
 PP1901|---------------------------------------------------------------------|
 PP1901
 PP1901                          SUPERSEDED SURVEY CONTROL
 PP1901
 PP1901  NAD 83(2007)-  44 54 20.79192(N)    093 57 42.56646(W) AD(2002.00) 0
 PP1901  ELLIP H (02/10/07)  275.136  (m)                       GP(2002.00)    
 PP1901  NAD 83(1996)-  44 54 20.79160(N)    093 57 42.56617(W) AD(       ) 1
 PP1901  ELLIP H (06/18/03)  275.178  (m)                       GP(       ) 3 1
 PP1901  NAVD 88             302.59   (m)          992.7    (f) LEVELING    3  
 PP1901  NAVD 88 (06/15/91)  302.587  (m)          992.74   (f) SUPERSEDED  2 1
 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
 PP1901.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PP1901.See file dsdata.pdf to determine how the superseded data were derived.
 PP1901
 PP1901_MARKER: DB = BENCH MARK DISK
 PP1901_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 PP1901_STAMPING: 1003 E 1968
 PP1901_MARK LOGO: MNHD
 PP1901_PROJECTION: FLUSH
 PP1901_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 PP1901_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PP1901_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PP1901+SATELLITE: SATELLITE OBSERVATIONS - June 17, 2024
 PP1901
 PP1901  HISTORY     - Date     Condition        Report By
 PP1901  HISTORY     - 19680401 MONUMENTED       MNHD
 PP1901  HISTORY     - 1972     GOOD             MNDT
 PP1901  HISTORY     - 19980401 GOOD             MNDT
 PP1901  HISTORY     - 20030925 GOOD             MNDT
 PP1901  HISTORY     - 20051006 GOOD             MNDT
 PP1901  HISTORY     - 20080904 GOOD             MNDT
 PP1901  HISTORY     - 20190530 GOOD             MNDT
 PP1901  HISTORY     - 20200407 GOOD             MNDT
 PP1901  HISTORY     - 20240617 GOOD             MNDT
 PP1901
 PP1901                          STATION DESCRIPTION
 PP1901
 PP1901'DESCRIBED BY MN DEPT OF TRANSP 1972
 PP1901'0.45 MI E FROM HOLLYWOOD.
 PP1901'0.45 MILES EAST ALONG TH 7 FROM THE JUNCTION OF TH 7 AND COUNTY ROAD
 PP1901'33 IN HOLLYWOOD, 68 FEET SOUTH OF THE CENTERLINE OF TH 7 (STATION
 PP1901'1080+90), 18 FEET WEST OF THE CENTER OF A FIELD ENTRANCE, 5 FEET EAST
 PP1901'OF A POWER POLE, 1 FOOT NORTH OF A STEEL WITNESS POST, IN A 6 FOOT
 PP1901'PRECAST CONCRETE MONUMENT SET FLUSH WITH THE GROUND.  NW 1/4, SEC 33,
 PP1901'T 117, R 26.
 PP1901
 PP1901                          STATION RECOVERY (1998)
 PP1901
 PP1901'RECOVERY NOTE BY MN DEPT OF TRANSP 1998 (DKH)
 PP1901'THE MARK WAS RECOVERED AT TH 7 MP 162.50.
 PP1901
 PP1901                          STATION RECOVERY (2003)
 PP1901
 PP1901'RECOVERY NOTE BY MN DEPT OF TRANSP 2003 (DAS)
 PP1901'RECOVERED AS DESCRIBED.
 PP1901
 PP1901                          STATION RECOVERY (2005)
 PP1901
 PP1901'RECOVERY NOTE BY MN DEPT OF TRANSP 2005 (MPP)
 PP1901'0.45 MILES EAST OF JUNCTION OF TRUNK HIGHWAY 7 AND COUNTY ROAD 33 AT
 PP1901'HOLLYWOOD, AT MILEPOINT 162.50, 68 FEET SOUTH OF TRUNK HIGHWAY 7,
 PP1901'STATION 1080+90, 18 FEET WEST OF FIELD ENTRANCE, 5 FEET EAST OF POWER
 PP1901'POLE, 1.0 FEET NORTH OF WITNESS POST
 PP1901
 PP1901                          STATION RECOVERY (2008)
 PP1901
 PP1901'RECOVERY NOTE BY MN DEPT OF TRANSP 2008 (MPP)
 PP1901'RECOVERED AS DESCRIBED.
 PP1901
 PP1901                          STATION RECOVERY (2019)
 PP1901
 PP1901'RECOVERY NOTE BY MN DEPT OF TRANSP 2019 (BRB)
 PP1901'RECOVERED AS DESCRIBED.
 PP1901
 PP1901                          STATION RECOVERY (2020)
 PP1901
 PP1901'RECOVERY NOTE BY MN DEPT OF TRANSP 2020 (TJD)
 PP1901'RECOVERED IN GOOD CONDITION.
 PP1901
 PP1901                          STATION RECOVERY (2024)
 PP1901
 PP1901'RECOVERY NOTE BY MN DEPT OF TRANSP 2024 (RMJ)
 PP1901'THE MARK WAS LOCATED ABOUT 1.57 MI (2.53 KM) NORTH-NORTHEAST OF NEW
 PP1901'GERMANY, 1.5 MI (2.4 KM) NORTH ALONG COUNTY ROAD 33 FROM THE JUNCTION
 PP1901'OF COUNTY ROAD 33 AND COUNTY ROAD 30 IN NEW GERMANY, THEN 0.45 MI
 PP1901'(0.72 KM) EAST ON TRUNK HIGHWAY 7, AT TRUNK HIGHWAY 7 MILE POINT
 PP1901'162.50, 68.0 FT (20.7 M) SOUTH OF TRUNK HIGHWAY 7, 18.0 FT (5.5 M)
 PP1901'WEST OF A FIELD ENTRANCE, 5.0 FT (1.5 M) EAST OF A POWER POLE, 1.0 FT
 PP1901'(0.3 M) NORTH OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 PP1902 ***********************************************************************
 PP1902  DESIGNATION -  1003 F
 PP1902  PID         -  PP1902
 PP1902  STATE/COUNTY-  MN/CARVER
 PP1902  COUNTRY     -  US
 PP1902  USGS QUAD   -  MAYER (2019)
 PP1902
 PP1902                         *CURRENT SURVEY CONTROL
 PP1902  ______________________________________________________________________
 PP1902* NAD 83(2011) POSITION- 44 54 20.86619(N) 093 56 59.09477(W)   ADJUSTED
 PP1902* NAD 83(2011) ELLIP HT-   274.506 (meters)        (11/07/24)   ADJUSTED
 PP1902* NAD 83(2011) EPOCH   -  2010.00
 PP1902* NAVD 88 ORTHO HEIGHT -   301.958 (meters)      990.67  (feet) ADJUSTED
 PP1902  ______________________________________________________________________
 PP1902  GEOID HEIGHT    -        -27.465 (meters)                     GEOID18
 PP1902  NAD 83(2011) X  -   -311,701.452 (meters)                     COMP
 PP1902  NAD 83(2011) Y  - -4,514,433.881 (meters)                     COMP
 PP1902  NAD 83(2011) Z  -  4,480,133.444 (meters)                     COMP
 PP1902  LAPLACE CORR    -          1.41  (seconds)                    DEFLEC18
 PP1902  DYNAMIC HEIGHT  -        301.933 (meters)      990.59  (feet) COMP
 PP1902  MODELED GRAVITY -    980,528.9   (mgal)                       NAVD 88
 PP1902
 PP1902  VERT ORDER      -  SECOND    CLASS I
 PP1902
 PP1902  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 PP1902  Standards:
 PP1902         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 PP1902            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 PP1902  -------------------------------------------------------------------
 PP1902  NETWORK    0.62   1.27           0.28   0.22   0.65     -0.11581362
 PP1902  -------------------------------------------------------------------
 PP1902  Click here for local accuracies and other accuracy information.
 PP1902
 PP1902.The horizontal coordinates were established by GPS observations
 PP1902.and adjusted by the MN DEPT OF TRANSP in November 2024.
 PP1902
 PP1902.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 PP1902.been affixed to the stable North American tectonic plate. See 
 PP1902.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 PP1902
 PP1902.The horizontal coordinates are valid at the epoch date displayed above
 PP1902.which is a decimal equivalence of Year/Month/Day.
 PP1902
 PP1902.The orthometric height was determined by differential leveling and
 PP1902.adjusted by the NATIONAL GEODETIC SURVEY
 PP1902.in May 2020.
 PP1902
 PP1902.Significant digits in the geoid height do not necessarily reflect accuracy.
 PP1902.GEOID18 height accuracy estimate available here.
 PP1902
 PP1902.Click photographs - Photos may exist for this station.
 PP1902
 PP1902.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 PP1902
 PP1902.The Laplace correction was computed from DEFLEC18 derived deflections.
 PP1902
 PP1902.The ellipsoidal height was determined by GPS observations
 PP1902.and is referenced to NAD 83.
 PP1902
 PP1902.The dynamic height is computed by dividing the NAVD 88
 PP1902.geopotential number by the normal gravity value computed on the
 PP1902.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP1902.degrees latitude (g = 980.6199 gals.).
 PP1902
 PP1902.The modeled gravity was interpolated from observed gravity values.
 PP1902
 PP1902. The following values were computed from the NAD 83(2011) position.
 PP1902
 PP1902;                    North         East     Units Scale Factor Converg.
 PP1902;SPC MN S     -   311,759.532   803,968.444   MT  0.99994691   +0 02 06.8
 PP1902;SPC MN S     - 1,022,831.06  2,637,686.47   sFT  0.99994691   +0 02 06.8
 PP1902;UTM  15      - 4,972,924.343   425,022.711   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  =   0.99962610
 PP1902
 PP1902:                Primary Azimuth Mark                     Grid Az
 PP1902:SPC MN S     -  1003 E                                   269 49 51.4
 PP1902:UTM  15      -  1003 E                                   270 32 12.0
 PP1902
 PP1902_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK2502272924(NAD 83)
 PP1902
 PP1902|---------------------------------------------------------------------|
 PP1902| PID    Reference Object                     Distance      Geod. Az  |
 PP1902|                                                           dddmmss.s |
 PP1902| PP1901 1003 E                              APPROX. 1.0 KM 2695158.2 |
 PP1902|---------------------------------------------------------------------|
 PP1902
 PP1902                          SUPERSEDED SURVEY CONTROL
 PP1902
 PP1902  NAD 83(2011)-  44 54 20.86642(N)    093 56 59.09510(W) AD(2010.00) 0
 PP1902  ELLIP H (06/27/12)  274.464  (m)                       GP(2010.00)    
 PP1902  NAD 83(2007)-  44 54 20.86662(N)    093 56 59.09576(W) AD(2002.00) 0
 PP1902  ELLIP H (02/10/07)  274.489  (m)                       GP(2002.00)    
 PP1902  NAD 83(1996)-  44 54 20.86632(N)    093 56 59.09547(W) AD(       ) 1
 PP1902  ELLIP H (06/18/03)  274.532  (m)                       GP(       ) 3 1
 PP1902  NAVD 88 (03/15/11)  301.955  (m)          990.66   (f) SUPERSEDED  2 1
 PP1902  NAVD 88             301.92   (m)          990.5    (f) LEVELING    3  
 PP1902  NAVD 88 (06/15/91)  301.921  (m)          990.55   (f) SUPERSEDED  2 0
 PP1902  NGVD 29 (??/??/92)  301.844  (m)          990.30   (f) ADJ UNCH    2 0
 PP1902
 PP1902.Superseded values are not recommended for survey control.
 PP1902
 PP1902.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PP1902.See file dsdata.pdf to determine how the superseded data were derived.
 PP1902
 PP1902_MARKER: DB = BENCH MARK DISK
 PP1902_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 PP1902_STAMPING: 1003 F 1968
 PP1902_MARK LOGO: MNHD
 PP1902_PROJECTION: FLUSH
 PP1902_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 PP1902_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PP1902_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PP1902+SATELLITE: SATELLITE OBSERVATIONS - June 17, 2024
 PP1902
 PP1902  HISTORY     - Date     Condition        Report By
 PP1902  HISTORY     - 19680401 MONUMENTED       MNHD
 PP1902  HISTORY     - 1972     GOOD             MNDT
 PP1902  HISTORY     - 1989     GOOD             MNDT
 PP1902  HISTORY     - 1989     GOOD             MNDT
 PP1902  HISTORY     - 19980401 GOOD             MNDT
 PP1902  HISTORY     - 20051006 GOOD             MNDT
 PP1902  HISTORY     - 20080904 GOOD             MNDT
 PP1902  HISTORY     - 20190530 GOOD             MNDT
 PP1902  HISTORY     - 20200407 GOOD             MNDT
 PP1902  HISTORY     - 20240617 GOOD             MNDT
 PP1902
 PP1902                          STATION DESCRIPTION
 PP1902
 PP1902'DESCRIBED BY MN DEPT OF TRANSP 1972
 PP1902'1.1 MI E FROM HOLLYWOOD.
 PP1902'1.1 MILES EAST ALONG TH 7 FROM THE JUNCTION OF TH 7 AND COUNTY ROAD 33
 PP1902'IN HOLLYWOOD, 0.95 MILES WEST OF COUNTY ROAD 21 (NORTH), 250 FEET EAST
 PP1902'OF A TOWNSHIP ROAD, 68 FEET SOUTH OF THE CENTERLINE OF TH 7 (STATION
 PP1902'1112+25), 6 FEET EAST OF A POWER POLE, 1 FOOT NORTH OF A STEEL WITNESS
 PP1902'POST, IN A 6 FOOT PRECAST CONCRETE MONUMENT SET FLUSH WITH THE GROUND.
 PP1902'NW 1/4, SEC 34, T 117, R 26.
 PP1902
 PP1902                          STATION RECOVERY (1989)
 PP1902
 PP1902'RECOVERY NOTE BY MN DEPT OF TRANSP 1989
 PP1902'RECOVERED IN GOOD CONDITION.
 PP1902
 PP1902                          STATION RECOVERY (1989)
 PP1902
 PP1902'RECOVERY NOTE BY MN DEPT OF TRANSP 1989 (OCO)
 PP1902'THE MARK WAS FOUND IN GOOD CONDITION. THE MARK IS LOCATED ABOUT 1-1/2
 PP1902'MILES NORTH-NORTHWEST OF THE CITY OF NEW GERMANY, 1.1 MILE EAST ALONG
 PP1902'TRUNK HIGHWAY 7 FROM ITS JUNCTION WITH CARVER COUNTY ROAD NUMBER 33
 PP1902'(1.2 MILES NORTH OF NEW GERMANY), AND IS IN THE SE 1/4 OF SECTION 34,
 PP1902'T117N, R26W.  THE MARK IS 68.0 FEET SOUTH OF HIGHWAY 7 AT ENGINEERING
 PP1902'STATION 1112+25 (MILEPOINT 162.1), 250 FEET EAST OF A NORTH - SOUTH
 PP1902'GRAVEL ROAD AND 1 FOOT NORTH OF A STEEL WITNESS POST.  THE MARK, A
 PP1902'STANDARD MNHD BENCH MARK DISK STAMPED---1003 F 1968---, IS SET IN THE
 PP1902'TOP OF A 6 FOOT LONG PRECAST MAGNETIC CONCRETE MONUMENT AND IS FLUSH
 PP1902'WITH THE SURFACE OF THE GROUND.
 PP1902
 PP1902                          STATION RECOVERY (1998)
 PP1902
 PP1902'RECOVERY NOTE BY MN DEPT OF TRANSP 1998 (DKH)
 PP1902'THE MARK WAS RECOVERED 1 MI (1.6 KM) NE OF NEW GERMANY, 250 FT (76.2
 PP1902'M) EAST OF GRAVEL RD, 0.95 MI (1.53 KM) WEST OF CO RD 21 SOUTH, 68 FT
 PP1902'(20.7 M) SOUTH OF TH 7 AT MP 163.05, 84.6 FT (25.8 M) WEST OF P-POLE,
 PP1902'1 FT (0.3 M) NORTH OF WIT POST.
 PP1902
 PP1902                          STATION RECOVERY (2005)
 PP1902
 PP1902'RECOVERY NOTE BY MN DEPT OF TRANSP 2005 (MPP)
 PP1902'1.1 MILES EAST OF JUNCTION OF TRUNK HIGHWAY 7 AND COUNTY ROAD 33 (1.2
 PP1902'MILES NORTH OF NEW GERMANY), AT MILEPOINT 163.05 250 FEET EAST OF
 PP1902'NORTH-SOUTH GRAVEL ROAD, 0.95 MILES WEST OF COUNTY ROAD 21 SOUTH, 250
 PP1902'FEET EAST OF TOWNSHIP ROAD, 68 FEET SOUTH OF TRUNK HIGHWAY 7, 84.6
 PP1902'FEET WEST OF POWER POLE, 1.0 FEET NORTH OF WITNESS POST
 PP1902
 PP1902                          STATION RECOVERY (2008)
 PP1902
 PP1902'RECOVERY NOTE BY MN DEPT OF TRANSP 2008 (MPP)
 PP1902'RECOVERED AS DESCRIBED.
 PP1902
 PP1902                          STATION RECOVERY (2019)
 PP1902
 PP1902'RECOVERY NOTE BY MN DEPT OF TRANSP 2019 (BRB)
 PP1902'RECOVERED AS DESCRIBED.
 PP1902
 PP1902                          STATION RECOVERY (2020)
 PP1902
 PP1902'RECOVERY NOTE BY MN DEPT OF TRANSP 2020 (TJD)
 PP1902'RECOVERED IN GOOD CONDITION.
 PP1902
 PP1902                          STATION RECOVERY (2024)
 PP1902
 PP1902'RECOVERY NOTE BY MN DEPT OF TRANSP 2024 (RMJ)
 PP1902'THE MARK WAS LOCATED ABOUT 1.83 MI (2.94 KM) NORTHEAST OF NEW GERMANY,
 PP1902'1.45 MI (2.33 KM) NORTH ALONG COUNTY ROAD 33 FROM THE JUNCTION OF
 PP1902'COUNTY ROAD 33 AND COUNTY ROAD 30 IN NEW GERMANY, THEN 1.1 MI (1.8 KM)
 PP1902'EAST ON TRUNK HIGHWAY 7, AT TRUNK HIGHWAY 7 MILE POINT 163.05, 0.95 MI
 PP1902'(1.53 KM) WEST OF COUNTY ROAD 21 SOUTH, 68.0 FT (20.7 M) SOUTH OF
 PP1902'TRUNK HIGHWAY 7, 250.0 FT (76.2 M) EAST OF VEGA AVENUE, 84.6 FT (25.8
 PP1902'M) WEST OF A POWER POLE, 2.0 FT (0.6 M) NORTH OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 PP1905 ***********************************************************************
 PP1905  DESIGNATION -  1003 H
 PP1905  PID         -  PP1905
 PP1905  STATE/COUNTY-  MN/CARVER
 PP1905  COUNTRY     -  US
 PP1905  USGS QUAD   -  MAYER (2019)
 PP1905
 PP1905                         *CURRENT SURVEY CONTROL
 PP1905  ______________________________________________________________________
 PP1905* NAD 83(2011) POSITION- 44 54 20.59286(N) 093 56 02.12363(W)   ADJUSTED
 PP1905* NAD 83(2011) ELLIP HT-   272.302 (meters)        (06/27/12)   ADJUSTED
 PP1905* NAD 83(2011) EPOCH   -  2010.00
 PP1905* NAVD 88 ORTHO HEIGHT -   299.740 (meters)      983.40  (feet) ADJUSTED
 PP1905  ______________________________________________________________________
 PP1905  GEOID HEIGHT    -        -27.455 (meters)                     GEOID18
 PP1905  NAD 83(2011) X  -   -310,454.838 (meters)                     COMP
 PP1905  NAD 83(2011) Y  - -4,514,524.187 (meters)                     COMP
 PP1905  NAD 83(2011) Z  -  4,480,125.912 (meters)                     COMP
 PP1905  LAPLACE CORR    -          1.72  (seconds)                    DEFLEC18
 PP1905  DYNAMIC HEIGHT  -        299.717 (meters)      983.32  (feet) COMP
 PP1905  MODELED GRAVITY -    980,529.8   (mgal)                       NAVD 88
 PP1905
 PP1905  VERT ORDER      -  SECOND    CLASS I
 PP1905
 PP1905  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 PP1905  Standards:
 PP1905         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 PP1905            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 PP1905  -------------------------------------------------------------------
 PP1905  NETWORK    0.31   0.49           0.14   0.11   0.25     -0.05854427
 PP1905  -------------------------------------------------------------------
 PP1905  Click here for local accuracies and other accuracy information.
 PP1905
 PP1905.The horizontal coordinates were established by GPS observations
 PP1905.and adjusted by the National Geodetic Survey in June 2012.
 PP1905
 PP1905.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 PP1905.been affixed to the stable North American tectonic plate. See 
 PP1905.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 PP1905
 PP1905.The horizontal coordinates are valid at the epoch date displayed above
 PP1905.which is a decimal equivalence of Year/Month/Day.
 PP1905
 PP1905.The orthometric height was determined by differential leveling and
 PP1905.adjusted by the NATIONAL GEODETIC SURVEY
 PP1905.in May 2020.
 PP1905
 PP1905.Significant digits in the geoid height do not necessarily reflect accuracy.
 PP1905.GEOID18 height accuracy estimate available here.
 PP1905
 PP1905.Click photographs - Photos may exist for this station.
 PP1905
 PP1905.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 PP1905
 PP1905.The Laplace correction was computed from DEFLEC18 derived deflections.
 PP1905
 PP1905.The ellipsoidal height was determined by GPS observations
 PP1905.and is referenced to NAD 83.
 PP1905
 PP1905.The dynamic height is computed by dividing the NAVD 88
 PP1905.geopotential number by the normal gravity value computed on the
 PP1905.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP1905.degrees latitude (g = 980.6199 gals.).
 PP1905
 PP1905.The modeled gravity was interpolated from observed gravity values.
 PP1905
 PP1905. The following values were computed from the NAD 83(2011) position.
 PP1905
 PP1905;                    North         East     Units Scale Factor Converg.
 PP1905;SPC MN S     -   311,751.984   805,218.203   MT  0.99994690   +0 02 46.7
 PP1905;SPC MN S     - 1,022,806.30  2,641,786.72   sFT  0.99994690   +0 02 46.7
 PP1905;UTM  15      - 4,972,901.410   426,271.934   MT  0.99966684   -0 39 33.6
 PP1905
 PP1905!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PP1905!SPC MN S     -   0.99995731  x   0.99994690  =   0.99990421
 PP1905!UTM  15      -   0.99995731  x   0.99966684  =   0.99962416
 PP1905
 PP1905_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK2627172901(NAD 83)
 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  NAD 83(2007)-  44 54 20.59305(N)    093 56 02.12426(W) AD(2002.00) 0
 PP1905  ELLIP H (02/10/07)  272.323  (m)                       GP(2002.00)    
 PP1905  NAD 83(1996)-  44 54 20.59278(N)    093 56 02.12396(W) AD(       ) 1
 PP1905  ELLIP H (06/18/03)  272.368  (m)                       GP(       ) 3 1
 PP1905  NAVD 88             299.76   (m)          983.5    (f) LEVELING    3  
 PP1905  NAVD 88 (06/15/91)  299.763  (m)          983.47   (f) SUPERSEDED  2 1
 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
 PP1905.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PP1905.See file dsdata.pdf to determine how the superseded data were derived.
 PP1905
 PP1905_MARKER: DB = BENCH MARK DISK
 PP1905_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 PP1905_STAMPING: 1003 H 1968
 PP1905_MARK LOGO: MNHD
 PP1905_PROJECTION: RECESSED 13 CENTIMETERS
 PP1905_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 PP1905_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PP1905_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PP1905+SATELLITE: SATELLITE OBSERVATIONS - June 17, 2024
 PP1905
 PP1905  HISTORY     - Date     Condition        Report By
 PP1905  HISTORY     - 19680401 MONUMENTED       MNHD
 PP1905  HISTORY     - 1972     GOOD             MNDT
 PP1905  HISTORY     - 19980401 GOOD             MNDT
 PP1905  HISTORY     - 20051006 GOOD             MNDT
 PP1905  HISTORY     - 20090520 GOOD             MNDT
 PP1905  HISTORY     - 20190530 GOOD             MNDT
 PP1905  HISTORY     - 20240617 GOOD             MNDT
 PP1905
 PP1905                          STATION DESCRIPTION
 PP1905
 PP1905'DESCRIBED BY MN DEPT OF TRANSP 1972
 PP1905'1.8 MI E FROM HOLLYWOOD.
 PP1905'2 MILES EAST ALONG TH 7 FROM THE JUNCTION OF TH 7 AND COUNTY ROAD 33
 PP1905'IN HOLLYWOOD, 0.15 MILES WEST OF COUNTY ROAD 21 (NORTH), 70 FEET SOUTH
 PP1905'OF, AND 3 FEET LOWER THAN THE CENTERLINE OF TH 7 (STATION 1153+24), 50
 PP1905'FEET EAST OF THE CENTER OF A FIELD ENTRANCE, 48 FEET SOUTH OF THE EAST
 PP1905'END OF A 15 INCH METAL CULVERT, 6 FEET EAST OF A POWER POLE, 1 FOOT
 PP1905'NORTH OF A STEEL WITNESS POST, IN A 6 FOOT PRECAST CONCRETE MONUMENT
 PP1905'SET FLUSH WITH THE GROUND.  NE 1/4, SEC 34, T 117, R 26. NOTE-- THIS
 PP1905'MARK IS ALSO 2.75 MILES NORTHWEST OF THE JUNCTION OF COUNTY ROAD 30
 PP1905'AND TH 25 AT MAYER.
 PP1905
 PP1905                          STATION RECOVERY (1998)
 PP1905
 PP1905'RECOVERY NOTE BY MN DEPT OF TRANSP 1998 (DKH)
 PP1905'THE MARK WAS RECOVERED 2 MI (3.2 KM) EAST OF HOLLYWOOD, 0.15 MI (0.24
 PP1905'KM) WEST OF CO RD 21 NORTH, 70 FT (21.3 M) SOUTH OF TH 7 AT MP 163.85,
 PP1905'50 FT (15.2 M) EAST OF ENTRANCE, 48 FT (14.6 M) SOUTH OF CULVERT, 35.8
 PP1905'FT (10.9 M) WEST OF P-POLE, 1 FT (0.3 M) NORTH OF WIT POST.
 PP1905
 PP1905                          STATION RECOVERY (2005)
 PP1905
 PP1905'RECOVERY NOTE BY MN DEPT OF TRANSP 2005 (MPP)
 PP1905'2.0 MILES EAST OF JUNCTION OF TRUNK HIGHWAY 7 AND COUNTY ROAD 33 AT
 PP1905'HOLLYWOOD, 0.15 MILES WEST OF COUNTY ROAD 21 NORTH, AT MILEPOINT
 PP1905'163.85    70 FEET SOUTH OF TRUNK HIGHWAY 7, STATION 1153+24, 50 FEET
 PP1905'EAST OF FIELD ENTRANCE, 48 FEET SOUTH OF EAST END OF METAL CULVERT,
 PP1905'35.8 FEET WEST OF POWER POLE, 1.0 FEET NORTH OF WITNESS POST
 PP1905
 PP1905                          STATION RECOVERY (2009)
 PP1905
 PP1905'RECOVERY NOTE BY MN DEPT OF TRANSP 2009 (DAS)
 PP1905'RECOVERED AS DESCRIBED.
 PP1905
 PP1905                          STATION RECOVERY (2019)
 PP1905
 PP1905'RECOVERY NOTE BY MN DEPT OF TRANSP 2019 (BRB)
 PP1905'RECOVERED AS DESCRIBED.
 PP1905
 PP1905                          STATION RECOVERY (2024)
 PP1905
 PP1905'RECOVERY NOTE BY MN DEPT OF TRANSP 2024 (RMJ)
 PP1905'THE MARK WAS LOCATED ABOUT 2.33 MI (3.75 KM) NORTHEAST OF NEW GERMANY,
 PP1905'1.45 MI (2.33 KM) NORTH ALONG COUNTY ROAD 33 FROM THE JUNCTION OF
 PP1905'COUNTY ROAD 33 AND COUNTY ROAD 30 IN NEW GERMANY, THEN 2.0 MI (3.2 KM)
 PP1905'EAST ON TRUNK HIGHWAY 7, AT TRUNK HIGHWAY 7 MILE POINT 163.85, 0.15 MI
 PP1905'(0.24 KM) WEST OF COUNTY ROAD 21 NORTH, 70.0 FT (21.3 M) SOUTH OF
 PP1905'TRUNK HIGHWAY 7, 50.0 FT (15.2 M) EAST OF A FIELD ENTRANCE, 48.0 FT
 PP1905'(14.6 M) SOUTH OF THE EAST END OF A METAL CULVERT, 35.8 FT (10.9 M)
 PP1905'WEST OF A POWER POLE, 1.5 FT (0.5 M) NORTH OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 PP1907 ***********************************************************************
 PP1907  DESIGNATION -  1003 I RESET
 PP1907  PID         -  PP1907
 PP1907  STATE/COUNTY-  MN/CARVER
 PP1907  COUNTRY     -  US
 PP1907  USGS QUAD   -  MAYER (2019)
 PP1907
 PP1907                         *CURRENT SURVEY CONTROL
 PP1907  ______________________________________________________________________
 PP1907* NAD 83(2011) POSITION- 44 54 20.53970(N) 093 55 16.57752(W)   ADJUSTED
 PP1907* NAD 83(2011) ELLIP HT-   271.957 (meters)        (11/07/24)   ADJUSTED
 PP1907* NAD 83(2011) EPOCH   -  2010.00
 PP1907* NAVD 88 ORTHO HEIGHT -   299.359 (meters)      982.15  (feet) ADJUSTED
 PP1907  ______________________________________________________________________
 PP1907  GEOID HEIGHT    -        -27.446 (meters)                     GEOID18
 PP1907  NAD 83(2011) X  -   -309,458.024 (meters)                     COMP
 PP1907  NAD 83(2011) Y  - -4,514,593.542 (meters)                     COMP
 PP1907  NAD 83(2011) Z  -  4,480,124.506 (meters)                     COMP
 PP1907  LAPLACE CORR    -          1.96  (seconds)                    DEFLEC18
 PP1907  DYNAMIC HEIGHT  -        299.335 (meters)      982.07  (feet) COMP
 PP1907  MODELED GRAVITY -    980,530.7   (mgal)                       NAVD 88
 PP1907
 PP1907  VERT ORDER      -  SECOND    CLASS I
 PP1907
 PP1907  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 PP1907  Standards:
 PP1907         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 PP1907            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 PP1907  -------------------------------------------------------------------
 PP1907  NETWORK    0.59   0.96           0.27   0.20   0.49      0.07080567
 PP1907  -------------------------------------------------------------------
 PP1907  Click here for local accuracies and other accuracy information.
 PP1907
 PP1907.The horizontal coordinates were established by GPS observations
 PP1907.and adjusted by the MN DEPT OF TRANSP in November 2024.
 PP1907
 PP1907.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 PP1907.been affixed to the stable North American tectonic plate. See 
 PP1907.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 PP1907
 PP1907.The horizontal coordinates are valid at the epoch date displayed above
 PP1907.which is a decimal equivalence of Year/Month/Day.
 PP1907
 PP1907.The orthometric height was determined by differential leveling and
 PP1907.adjusted by the NATIONAL GEODETIC SURVEY
 PP1907.in May 2020.
 PP1907
 PP1907.Significant digits in the geoid height do not necessarily reflect accuracy.
 PP1907.GEOID18 height accuracy estimate available here.
 PP1907
 PP1907.Click photographs - Photos may exist for this station.
 PP1907
 PP1907.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 PP1907
 PP1907.The Laplace correction was computed from DEFLEC18 derived deflections.
 PP1907
 PP1907.The ellipsoidal height was determined by GPS observations
 PP1907.and is referenced to NAD 83.
 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. The following values were computed from the NAD 83(2011) position.
 PP1907
 PP1907;                    North         East     Units Scale Factor Converg.
 PP1907;SPC MN S     -   311,751.228   806,217.332   MT  0.99994690   +0 03 18.7
 PP1907;SPC MN S     - 1,022,803.82  2,645,064.70   sFT  0.99994690   +0 03 18.7
 PP1907;UTM  15      - 4,972,888.353   427,270.698   MT  0.99966504   -0 39 01.4
 PP1907
 PP1907!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PP1907!SPC MN S     -   0.99995736  x   0.99994690  =   0.99990426
 PP1907!UTM  15      -   0.99995736  x   0.99966504  =   0.99962242
 PP1907
 PP1907_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK2727072888(NAD 83)
 PP1907
 PP1907                          SUPERSEDED SURVEY CONTROL
 PP1907
 PP1907  NAVD 88 (03/15/11)  299.382  (m)          982.22   (f) SUPERSEDED  2 1
 PP1907  NAVD 88 (06/15/91)  299.396  (m)          982.27   (f) SUPERSEDED  2 0
 PP1907  NGVD 29 (??/??/92)  299.319  (m)          982.02   (f) ADJ UNCH    2 0
 PP1907
 PP1907.Superseded values are not recommended for survey control.
 PP1907
 PP1907.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PP1907.See file dsdata.pdf to determine how the superseded data were derived.
 PP1907
 PP1907_MARKER: DB = BENCH MARK DISK
 PP1907_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 PP1907_STAMPING: 1003 I RESET 1971
 PP1907_MARK LOGO: MNHD
 PP1907_PROJECTION: RECESSED 5 CENTIMETERS
 PP1907_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 PP1907_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PP1907_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PP1907+SATELLITE: SATELLITE OBSERVATIONS - June 17, 2024
 PP1907
 PP1907  HISTORY     - Date     Condition        Report By
 PP1907  HISTORY     - 19710401 MONUMENTED       MNHD
 PP1907  HISTORY     - 1972     GOOD             MNDT
 PP1907  HISTORY     - 19980401 GOOD             MNDT
 PP1907  HISTORY     - 20051006 GOOD             MNDT
 PP1907  HISTORY     - 20080904 GOOD             MNDT
 PP1907  HISTORY     - 20190530 GOOD             MNDT
 PP1907  HISTORY     - 20240617 GOOD             MNDT
 PP1907
 PP1907                          STATION DESCRIPTION
 PP1907
 PP1907'DESCRIBED BY MN DEPT OF TRANSP 1972
 PP1907'2.1 MI NW FROM MAYER.
 PP1907'1.5 MILES NORTH ALONG COUNTY ROAD 23 FROM THE JUNCTION OF COUNTY ROADS
 PP1907'23 AND 30 IN MAYER, THENCE, 1.55 MILES WEST ALONG TH 7, 0.4 MILES EAST
 PP1907'OF COUNTY ROAD 21 (NORTH), 168 FEET WEST OF THE CENTER OF A FARM
 PP1907'ENTRANCE SOUTH, 74 FEET SOUTH OF, AND 2 FEET HIGHER THAN THE
 PP1907'CENTERLINE OF TH 7 AT MILE POINT 164.4 (STATION 1186), 1 FOOT NORTH OF
 PP1907'A STEEL WITNESS POST, IN A 6 FOOT PRECAST CONCRETE MONUMENT BURIED 3
 PP1907'INCHES BELOW GROUND.  NW 1/4, SEC 35, T 117, R 26.
 PP1907
 PP1907                          STATION RECOVERY (1998)
 PP1907
 PP1907'RECOVERY NOTE BY MN DEPT OF TRANSP 1998 (DKH)
 PP1907'RECOVERED AS DESCRIBED AND 6.5 FT (2.0 M) WSW OF P-POLE.
 PP1907
 PP1907                          STATION RECOVERY (2005)
 PP1907
 PP1907'RECOVERY NOTE BY MN DEPT OF TRANSP 2005 (MPP)
 PP1907'2.0 MILES NORTHWEST OF MAYER, 0.4 MILES EAST OF JUNCTION OF TRUNK
 PP1907'HIGHWAY 7 AND COUNTY ROAD 21 NORTH, AT TRUNK HIGHWAY 7 MILEPOINT
 PP1907'164.4, 168 FEET WEST OF FARM ENTRANCE SOUTH, 74 FEET SOUTH OF TRUNK
 PP1907'HIGHWAY 7 AT STATION 1186+00, 6.5 FEET WEST-SOUTHWEST OF POWER POLE,
 PP1907'NORTH OF WITNESS POST
 PP1907
 PP1907                          STATION RECOVERY (2008)
 PP1907
 PP1907'RECOVERY NOTE BY MN DEPT OF TRANSP 2008 (MPP)
 PP1907'RECOVERED AS DESCRIBED.
 PP1907
 PP1907                          STATION RECOVERY (2019)
 PP1907
 PP1907'RECOVERY NOTE BY MN DEPT OF TRANSP 2019 (BRB)
 PP1907'RECOVERED AS DESCRIBED.
 PP1907
 PP1907                          STATION RECOVERY (2024)
 PP1907
 PP1907'RECOVERY NOTE BY MN DEPT OF TRANSP 2024 (RMJ)
 PP1907'THE MARK WAS LOCATED ABOUT 2.0 MI (3.2 KM) NORTHWEST OF MAYER, 0.43 MI
 PP1907'(0.69 KM) NORTH ALONG COUNTY ROAD 23 FROM THE JUNCTION OF COUNTY ROAD
 PP1907'23 AND COUNTY ROAD 30 IN MAYER, THEN 0.02 MI (0.03 KM) WEST ON SEVENTH
 PP1907'STREET, THEN 1.01 MI (1.63 KM) NORTH ON COUNTY ROAD 23, THEN 1.54 MI
 PP1907'(2.48 KM) WEST ON TRUNK HIGHWAY 7, AT TRUNK HIGHWAY 7 MILE POINT
 PP1907'164.4, 0.4 MI (0.6 KM) EAST OF THE JUNCTION OF TRUNK HIGHWAY 7 AND
 PP1907'COUNTY ROAD 21 NORTH, 168.0 FT (51.2 M) WEST OF A FARM ENTRANCE SOUTH,
 PP1907'74.0 FT (22.6 M) SOUTH OF TRUNK HIGHWAY 7 AT STATION 1186+00, 6.5 FT
 PP1907'(2.0 M) WEST-SOUTHWEST OF A POWER POLE, 1.0 FT (0.3 M) NORTH OF A
 PP1907'WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 PP1914 ***********************************************************************
 PP1914  DESIGNATION -  1003 K
 PP1914  PID         -  PP1914
 PP1914  STATE/COUNTY-  MN/CARVER
 PP1914  COUNTRY     -  US
 PP1914  USGS QUAD   -  WATERTOWN (2019)
 PP1914
 PP1914                         *CURRENT SURVEY CONTROL
 PP1914  ______________________________________________________________________
 PP1914* NAD 83(2011) POSITION- 44 54 19.47512(N) 093 51 42.41195(W)   ADJUSTED
 PP1914* NAD 83(2011) ELLIP HT-   270.481 (meters)        (06/27/12)   ADJUSTED
 PP1914* NAD 83(2011) EPOCH   -  2010.00
 PP1914* NAVD 88 ORTHO HEIGHT -   297.839 (meters)      977.16  (feet) ADJUSTED
 PP1914  ______________________________________________________________________
 PP1914  GEOID HEIGHT    -        -27.383 (meters)                     GEOID18
 PP1914  NAD 83(2011) X  -   -304,771.829 (meters)                     COMP
 PP1914  NAD 83(2011) Y  - -4,514,934.524 (meters)                     COMP
 PP1914  NAD 83(2011) Z  -  4,480,100.188 (meters)                     COMP
 PP1914  LAPLACE CORR    -          3.62  (seconds)                    DEFLEC18
 PP1914  DYNAMIC HEIGHT  -        297.818 (meters)      977.09  (feet) COMP
 PP1914  MODELED GRAVITY -    980,536.5   (mgal)                       NAVD 88
 PP1914
 PP1914  VERT ORDER      -  SECOND    CLASS I
 PP1914
 PP1914  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 PP1914  Standards:
 PP1914         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 PP1914            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 PP1914  -------------------------------------------------------------------
 PP1914  NETWORK    0.14   0.29           0.06   0.05   0.15     -0.01967932
 PP1914  -------------------------------------------------------------------
 PP1914  Click here for local accuracies and other accuracy information.
 PP1914
 PP1914.The horizontal coordinates were established by GPS observations
 PP1914.and adjusted by the National Geodetic Survey in June 2012.
 PP1914
 PP1914.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 PP1914.been affixed to the stable North American tectonic plate. See 
 PP1914.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 PP1914
 PP1914.The horizontal coordinates are valid at the epoch date displayed above
 PP1914.which is a decimal equivalence of Year/Month/Day.
 PP1914
 PP1914.The orthometric height was determined by differential leveling and
 PP1914.adjusted by the NATIONAL GEODETIC SURVEY
 PP1914.in May 2020.
 PP1914
 PP1914.Significant digits in the geoid height do not necessarily reflect accuracy.
 PP1914.GEOID18 height accuracy estimate available here.
 PP1914
 PP1914.Click photographs - Photos may exist for this station.
 PP1914
 PP1914.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 PP1914
 PP1914.The Laplace correction was computed from DEFLEC18 derived deflections.
 PP1914
 PP1914.The ellipsoidal height was determined by GPS observations
 PP1914.and is referenced to NAD 83.
 PP1914
 PP1914.The dynamic height is computed by dividing the NAVD 88
 PP1914.geopotential number by the normal gravity value computed on the
 PP1914.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP1914.degrees latitude (g = 980.6199 gals.).
 PP1914
 PP1914.The modeled gravity was interpolated from observed gravity values.
 PP1914
 PP1914. The following values were computed from the NAD 83(2011) position.
 PP1914
 PP1914;                    North         East     Units Scale Factor Converg.
 PP1914;SPC MN S     -   311,724.601   810,915.454   MT  0.99994686   +0 05 48.8
 PP1914;SPC MN S     - 1,022,716.46  2,660,478.45   sFT  0.99994686   +0 05 48.8
 PP1914;UTM  15      - 4,972,803.911   431,966.792   MT  0.99965691   -0 36 30.2
 PP1914
 PP1914!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PP1914!SPC MN S     -   0.99995759  x   0.99994686  =   0.99990446
 PP1914!UTM  15      -   0.99995759  x   0.99965691  =   0.99961452
 PP1914
 PP1914:                Primary Azimuth Mark                     Grid Az
 PP1914:SPC MN S     -  1003 L                                   090 03 46.6
 PP1914:UTM  15      -  1003 L                                   090 46 05.6
 PP1914
 PP1914_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK3196672803(NAD 83)
 PP1914
 PP1914|---------------------------------------------------------------------|
 PP1914| PID    Reference Object                     Distance      Geod. Az  |
 PP1914|                                                           dddmmss.s |
 PP1914| PP1918 1003 L                              APPROX. 0.9 KM 0900935.4 |
 PP1914|---------------------------------------------------------------------|
 PP1914
 PP1914                          SUPERSEDED SURVEY CONTROL
 PP1914
 PP1914  NAD 83(2007)-  44 54 19.47532(N)    093 51 42.41257(W) AD(2002.00) 0
 PP1914  ELLIP H (02/10/07)  270.495  (m)                       GP(2002.00)    
 PP1914  NAD 83(1996)-  44 54 19.47502(N)    093 51 42.41223(W) AD(       ) 1
 PP1914  ELLIP H (06/18/03)  270.544  (m)                       GP(       ) 3 1
 PP1914  NAVD 88 (09/18/13)  297.853  (m)          977.21   (f) SUPERSEDED  2 1
 PP1914  NAVD 88             297.87   (m)          977.3    (f) LEVELING    3  
 PP1914  NAVD 88 (06/15/91)  297.870  (m)          977.26   (f) SUPERSEDED  2 1
 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
 PP1914.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PP1914.See file dsdata.pdf to determine how the superseded data were derived.
 PP1914
 PP1914_MARKER: DB = BENCH MARK DISK
 PP1914_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 PP1914_STAMPING: 1003 K 1968
 PP1914_MARK LOGO: MNHD
 PP1914_PROJECTION: FLUSH
 PP1914_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 PP1914_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PP1914_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PP1914+SATELLITE: SATELLITE OBSERVATIONS - June 17, 2024
 PP1914
 PP1914  HISTORY     - Date     Condition        Report By
 PP1914  HISTORY     - 19680401 MONUMENTED       MNHD
 PP1914  HISTORY     - 1972     GOOD             MNDT
 PP1914  HISTORY     - 19970401 GOOD             MNDT
 PP1914  HISTORY     - 20051006 GOOD             MNDT
 PP1914  HISTORY     - 20100420 GOOD             MNDT
 PP1914  HISTORY     - 20101018 GOOD             MNDT
 PP1914  HISTORY     - 20190530 GOOD             MNDT
 PP1914  HISTORY     - 20191106 GOOD             MNDT
 PP1914  HISTORY     - 20201012 GOOD             MNDT
 PP1914  HISTORY     - 20240617 GOOD             MNDT
 PP1914
 PP1914                          STATION DESCRIPTION
 PP1914
 PP1914'DESCRIBED BY MN DEPT OF TRANSP 1972
 PP1914'1.9 MI NE FROM MAYER.
 PP1914'1.8 MILES NORTHEAST ALONG TH 25 FROM THE JUNCTION OF TH 25 AND COUNTY
 PP1914'ROAD 30 IN MAYER, THENCE, 0.4 MILES EAST ALONG TH 7, 64 FEET SOUTH OF
 PP1914'THE CENTERLINE OF TH 7 (STATION 1340+21), 5 FEET NORTH OF A POWER
 PP1914'POLE, 1 FOOT NORTH OF A STEEL WITNESS POST, IN A 6 FOOT PRECAST
 PP1914'CONCRETE MONUMENT SET FLUSH WITH THE GROUND.  NW 1/4, SEC 32, T 117, R
 PP1914'25.
 PP1914
 PP1914                          STATION RECOVERY (1997)
 PP1914
 PP1914'RECOVERY NOTE BY MN DEPT OF TRANSP 1997 (DKH)
 PP1914'THE MARK WAS RECOVERED 1.5 MI (2.4 KM) NORTH OF MAYER, 0.4 MI (0.6 KM)
 PP1914'EAST OF JCT OF TH 7 AND TH 25 SOUTH, 64 FT (19.5 M) SOUTH OF TH 7 AT
 PP1914'MP 167.15, 59.4 FT (18.1 M) EAST OF P-POLE, 1 FT (0.3 M) NORTH OF WIT
 PP1914'POST.
 PP1914
 PP1914                          STATION RECOVERY (2005)
 PP1914
 PP1914'RECOVERY NOTE BY MN DEPT OF TRANSP 2005 (MPP)
 PP1914'1.5 MILES NORTH OF MAYER, 0.4 MILES EAST OF JUNCTION OF TRUNK HIGHWAY
 PP1914'7 AND TRUNK HIGHWAY 25 SOUTH AT MILEPOINT 167.15, 64 FEET SOUTH OF
 PP1914'TRUNK HIGHWAY 7 STATION 1340+21, 59.4 FEET EAST OF POWER POLE, 1.0
 PP1914'FEET NORTH OF WITNESS POST
 PP1914
 PP1914                          STATION RECOVERY (2010)
 PP1914
 PP1914'RECOVERY NOTE BY MN DEPT OF TRANSP 2010 (MPP)
 PP1914'1.5 MILES NORTH OF MAYER, 1.75 MILES NORTHEAST ON TRUNK HIGHWAY 25
 PP1914'FROM JUNCTION OF TRUNK HIGHWAY 25 AND COUNTY ROAD 30 IN MAYER, THEN
 PP1914'0.4 MILE EAST ON TRUNK HIGHWAY 7, AT TRUNK HIGHWAY 7 MILEPOINT 167.15,
 PP1914'64 FEET SOUTH OF TRUNK HIGHWAY 7 STATION 1340+21, 59.4 FEET EAST OF
 PP1914'POWER-POLE, 1.0 FOOT NORTH OF WITNESS POST.
 PP1914
 PP1914                          STATION RECOVERY (2010)
 PP1914
 PP1914'RECOVERY NOTE BY MN DEPT OF TRANSP 2010 (MPP)
 PP1914'THE MARK IS 1.5 MI (2.4 KM) NORTH OF MAYER.
 PP1914'
 PP1914'TO REACH THE MARK GO 1.75 MI (2.8 KM) NORTHEAST ON TRUNK HIGHWAY 25
 PP1914'FROM THE JUNCTION OF TRUNK HIGHWAY 25 AND COUNTY ROAD 30 IN MAYER,
 PP1914'THEN 0.4 MI (0.6 KM) EAST ON TRUNK HIGHWAY 7, AT TRUNK HIGHWAY 7 MILE
 PP1914'POINT 167.15.
 PP1914'
 PP1914'IT IS 64 FT (19.5 M) SOUTH OF TRUNK HIGHWAY 7 STATION 1340+21, 59.4 FT
 PP1914'(18.1 M) EAST OF POWER-POLE, 1.0 FT (0.3 M) NORTH OF A WITNESS POST.
 PP1914
 PP1914                          STATION RECOVERY (2019)
 PP1914
 PP1914'RECOVERY NOTE BY MN DEPT OF TRANSP 2019 (BRB)
 PP1914'RECOVERED AS DESCRIBED.
 PP1914
 PP1914                          STATION RECOVERY (2019)
 PP1914
 PP1914'RECOVERY NOTE BY MN DEPT OF TRANSP 2019 (MPP)
 PP1914'1.5 MI (2.4 KM) NORTH OF MAYER, 1.75 MI (2.82 KM) NORTHEAST ON TRUNK
 PP1914'HIGHWAY 25 FROM THE JUNCTION OF TRUNK HIGHWAY 25 AND COUNTY ROAD 30 IN
 PP1914'MAYER, THEN 0.4 MI (0.6 KM) EAST ON TRUNK HIGHWAY 7, AT TRUNK HIGHWAY
 PP1914'7 MILE POINT 167.15, 64.0 FT (19.5 M) SOUTH OF TRUNK HIGHWAY 7, 59.4
 PP1914'FT (18.1 M) EAST OF A POWER-POLE, 1.0 FT (0.3 M) NORTH OF A WITNESS
 PP1914'POST.
 PP1914
 PP1914                          STATION RECOVERY (2020)
 PP1914
 PP1914'RECOVERY NOTE BY MN DEPT OF TRANSP 2020 (KMS)
 PP1914'RECOVERED IN GOOD CONDITION.
 PP1914
 PP1914                          STATION RECOVERY (2024)
 PP1914
 PP1914'RECOVERY NOTE BY MN DEPT OF TRANSP 2024 (RMJ)
 PP1914'THE MARK WAS LOCATED ABOUT 1.5 MI (2.4 KM) NORTH OF MAYER, 1.75 MI
 PP1914'(2.82 KM) NORTHEAST ALONG TRUNK HIGHWAY 25 FROM THE JUNCTION OF TRUNK
 PP1914'HIGHWAY 25 AND COUNTY ROAD 30 IN MAYER, THEN 0.4 MI (0.6 KM) EAST ON
 PP1914'TRUNK HIGHWAY 7, AT TRUNK HIGHWAY 7 MILE POINT 167.15, 64.0 FT (19.5
 PP1914'M) SOUTH OF TRUNK HIGHWAY 7, 59.4 FT (18.1 M) EAST OF A POWER-POLE,
 PP1914'1.0 FT (0.3 M) NORTH OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 PP1918 ***********************************************************************
 PP1918  DESIGNATION -  1003 L
 PP1918  PID         -  PP1918
 PP1918  STATE/COUNTY-  MN/CARVER
 PP1918  COUNTRY     -  US
 PP1918  USGS QUAD   -  WATERTOWN (2019)
 PP1918
 PP1918                         *CURRENT SURVEY CONTROL
 PP1918  ______________________________________________________________________
 PP1918* NAD 83(2011) POSITION- 44 54 19.39337(N) 093 51 02.16929(W)   ADJUSTED
 PP1918* NAD 83(2011) ELLIP HT-   270.502 (meters)        (06/27/12)   ADJUSTED
 PP1918* NAD 83(2011) EPOCH   -  2010.00
 PP1918* NAVD 88 ORTHO HEIGHT -   297.847 (meters)      977.19  (feet) ADJUSTED
 PP1918  ______________________________________________________________________
 PP1918  GEOID HEIGHT    -        -27.367 (meters)                     GEOID18
 PP1918  NAD 83(2011) X  -   -303,891.072 (meters)                     COMP
 PP1918  NAD 83(2011) Y  - -4,514,995.692 (meters)                     COMP
 PP1918  NAD 83(2011) Z  -  4,480,098.415 (meters)                     COMP
 PP1918  LAPLACE CORR    -          3.93  (seconds)                    DEFLEC18
 PP1918  DYNAMIC HEIGHT  -        297.826 (meters)      977.12  (feet) COMP
 PP1918  MODELED GRAVITY -    980,537.8   (mgal)                       NAVD 88
 PP1918
 PP1918  VERT ORDER      -  SECOND    CLASS I
 PP1918
 PP1918  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 PP1918  Standards:
 PP1918         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 PP1918            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 PP1918  -------------------------------------------------------------------
 PP1918  NETWORK    0.17   0.29           0.08   0.06   0.15     -0.01301621
 PP1918  -------------------------------------------------------------------
 PP1918  Click here for local accuracies and other accuracy information.
 PP1918
 PP1918.The horizontal coordinates were established by GPS observations
 PP1918.and adjusted by the National Geodetic Survey in June 2012.
 PP1918
 PP1918.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 PP1918.been affixed to the stable North American tectonic plate. See 
 PP1918.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 PP1918
 PP1918.The horizontal coordinates are valid at the epoch date displayed above
 PP1918.which is a decimal equivalence of Year/Month/Day.
 PP1918
 PP1918.The orthometric height was determined by differential leveling and
 PP1918.adjusted by the NATIONAL GEODETIC SURVEY
 PP1918.in May 2020.
 PP1918
 PP1918.Significant digits in the geoid height do not necessarily reflect accuracy.
 PP1918.GEOID18 height accuracy estimate available here.
 PP1918
 PP1918.Click photographs - Photos may exist for this station.
 PP1918
 PP1918.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 PP1918
 PP1918.The Laplace correction was computed from DEFLEC18 derived deflections.
 PP1918
 PP1918.The ellipsoidal height was determined by GPS observations
 PP1918.and is referenced to NAD 83.
 PP1918
 PP1918.The dynamic height is computed by dividing the NAVD 88
 PP1918.geopotential number by the normal gravity value computed on the
 PP1918.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP1918.degrees latitude (g = 980.6199 gals.).
 PP1918
 PP1918.The modeled gravity was interpolated from observed gravity values.
 PP1918
 PP1918. The following values were computed from the NAD 83(2011) position.
 PP1918
 PP1918;                    North         East     Units Scale Factor Converg.
 PP1918;SPC MN S     -   311,723.631   811,798.250   MT  0.99994686   +0 06 17.0
 PP1918;SPC MN S     - 1,022,713.28  2,663,374.76   sFT  0.99994686   +0 06 17.0
 PP1918;UTM  15      - 4,972,792.078   432,849.253   MT  0.99965545   -0 36 01.8
 PP1918
 PP1918!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PP1918!SPC MN S     -   0.99995759  x   0.99994686  =   0.99990445
 PP1918!UTM  15      -   0.99995759  x   0.99965545  =   0.99961305
 PP1918
 PP1918:                Primary Azimuth Mark                     Grid Az
 PP1918:SPC MN S     -  1003 K                                   270 03 46.8
 PP1918:UTM  15      -  1003 K                                   270 46 05.6
 PP1918
 PP1918_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK3284972792(NAD 83)
 PP1918
 PP1918|---------------------------------------------------------------------|
 PP1918| PID    Reference Object                     Distance      Geod. Az  |
 PP1918|                                                           dddmmss.s |
 PP1918| PP1914 1003 K                              APPROX. 0.9 KM 2701003.8 |
 PP1918|---------------------------------------------------------------------|
 PP1918
 PP1918                          SUPERSEDED SURVEY CONTROL
 PP1918
 PP1918  NAD 83(2007)-  44 54 19.39366(N)    093 51 02.16994(W) AD(2002.00) 0
 PP1918  ELLIP H (02/10/07)  270.519  (m)                       GP(2002.00)    
 PP1918  NAD 83(1996)-  44 54 19.39336(N)    093 51 02.16961(W) AD(       ) 1
 PP1918  ELLIP H (06/18/03)  270.568  (m)                       GP(       ) 3 1
 PP1918  NAVD 88             297.87   (m)          977.3    (f) LEVELING    3  
 PP1918  NAVD 88 (06/15/91)  297.872  (m)          977.27   (f) SUPERSEDED  2 1
 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
 PP1918.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PP1918.See file dsdata.pdf to determine how the superseded data were derived.
 PP1918
 PP1918_MARKER: DB = BENCH MARK DISK
 PP1918_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 PP1918_STAMPING: 1003 L 1968
 PP1918_MARK LOGO: MNHD
 PP1918_PROJECTION: RECESSED 10 CENTIMETERS
 PP1918_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 PP1918_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PP1918_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PP1918+SATELLITE: SATELLITE OBSERVATIONS - June 17, 2024
 PP1918
 PP1918  HISTORY     - Date     Condition        Report By
 PP1918  HISTORY     - 19680401 MONUMENTED       MNHD
 PP1918  HISTORY     - 1972     GOOD             MNDT
 PP1918  HISTORY     - 19980401 GOOD             MNDT
 PP1918  HISTORY     - 20040902 GOOD             MNDT
 PP1918  HISTORY     - 20051006 GOOD             MNDT
 PP1918  HISTORY     - 20051006 GOOD             MNDT
 PP1918  HISTORY     - 20080617 GOOD             MNDT
 PP1918  HISTORY     - 20121113 GOOD             MNDT
 PP1918  HISTORY     - 20131002 GOOD             MNDT
 PP1918  HISTORY     - 20190530 GOOD             MNDT
 PP1918  HISTORY     - 20201012 GOOD             MNDT
 PP1918  HISTORY     - 20240617 GOOD             MNDT
 PP1918
 PP1918                          STATION DESCRIPTION
 PP1918
 PP1918'DESCRIBED BY MN DEPT OF TRANSP 1972
 PP1918'2.4 MI NE FROM MAYER.
 PP1918'1.8 MILES NORTHEAST ALONG TH 25 FROM THE JUNCTION OF TH 25 AND COUNTY
 PP1918'ROAD 30 IN MAYER, THENCE, 0.9 MILES EAST ALONG TH 7, 0.6 MILES WEST OF
 PP1918'A TOWNSHIP ROAD, 232 FEET EAST OF THE CENTER OF A FARM ENTRANCE, 191
 PP1918'FEET EAST-NORTHEAST OF TWIN 12 INCH ELM TREES, 97 FEET WEST-SOUTHWEST
 PP1918'OF A POWER POLE, 57 FEET SOUTH OF THE CENTERLINE OF TH 7 (STATION
 PP1918'1369+14), 1 FOOT NORTH OF A STEEL WITNESS POST, IN A CONCRETE MONUMENT
 PP1918'SET FLUSH WITH THE GROUND.  NE 1/4, SEC 32, T 117, R 25.
 PP1918
 PP1918                          STATION RECOVERY (1998)
 PP1918
 PP1918'RECOVERY NOTE BY MN DEPT OF TRANSP 1998 (DKH)
 PP1918'THE MARK WAS RECOVERED 2.4 MI (3.9 KM) NE OF MAYER AT TH 7 MP 167.95,
 PP1918'0.6 MI (1.0 KM) WEST OF TWP RD, 64 FT (19.5 M) SOUTH OF TH 7, 98.7 FT
 PP1918'(30.1 M) WNW OF P-POLE, 1 FT (0.3 M) NORTH OF WIT POST.
 PP1918
 PP1918                          STATION RECOVERY (2004)
 PP1918
 PP1918'RECOVERY NOTE BY MN DEPT OF TRANSP 2004 (JW)
 PP1918'1.8 MILES NORTHEAST OF JUNCTION OF TRUNK HIGHWAY 25 AND COUNTY ROAD 23
 PP1918'AT MAYER THEN  0.9 MILE EAST ON TRUNK HIGHWAY 7 TO MILEPOINT 167.95.
 PP1918'0.6 MILE WEST OF NORTH-SOUTH  TOWNSHIP ROAD, 64 FEET SOUTH OF THE
 PP1918'CENTER OF TRUNK HIGHWAY 7.   AT STATION 1340+21, 98.7  FEET
 PP1918'WEST-NORTHWEST OF POWER POLE, 1 FOOT NORTH OF WITNESS POST , RECESSED
 PP1918'5 INCHES.
 PP1918
 PP1918                          STATION RECOVERY (2005)
 PP1918
 PP1918'RECOVERY NOTE BY MN DEPT OF TRANSP 2005 (MPP)
 PP1918'1.8 MILES NORTHEAST OF JUNCTION OF TRUNK HIGHWAY 25 AND COUNTY ROAD 23
 PP1918'AT MAYER THEN 0.9 MILES EAST ON TRUNK HIGHWAY 7 TO TRUNK HIGHWAY 7
 PP1918'MILEPOINT 167.95, 0.6 MILES WEST OF NORTH-SOUTH TOWNSHIP ROAD, 64 FEET
 PP1918'SOUTH OF TRUNK HIGHWAY 7 AT STATION 1340+21, 98.7 FEET WEST-NORTHWEST
 PP1918'OF POWER POLE, 1.0 FEET NORTH OF WITNESS POST
 PP1918
 PP1918                          STATION RECOVERY (2005)
 PP1918
 PP1918'RECOVERY NOTE BY MN DEPT OF TRANSP 2005 (MPP)
 PP1918'RECOVERED AS DESCRIBED.
 PP1918
 PP1918                          STATION RECOVERY (2008)
 PP1918
 PP1918'RECOVERY NOTE BY MN DEPT OF TRANSP 2008 (DAS)
 PP1918'THE MARK WAS RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.
 PP1918'THE MARK IS 1.8 MILES NORTHEAST OF MAYER, 1.75 MILES NORTHEAST ON
 PP1918'TRUNK HIGHWAY 25 FROM JUNCTION OF TRUNK HIGHWAY 25 AND COUNTY ROAD 30
 PP1918'IN MAYER, THEN 0.9 MILE EAST ON TRUNK HIGHWAY 7 TO TRUNK HIGHWAY 7
 PP1918'MILEPOINT 167.95, 0.6 MILE WEST OF POLK AVENUE, 98.7 FEET
 PP1918'WEST-NORTHWEST OF POWER POLE, 64 FEET SOUTH OF TRUNK HIGHWAY 7 AT
 PP1918'STATION 1340+21, 1.0 FOOT NORTH OF WITNESS POST.
 PP1918
 PP1918                          STATION RECOVERY (2012)
 PP1918
 PP1918'RECOVERY NOTE BY MN DEPT OF TRANSP 2012 (LLS)
 PP1918'RECOVERED AS DESCRIBED.
 PP1918
 PP1918                          STATION RECOVERY (2013)
 PP1918
 PP1918'RECOVERY NOTE BY MN DEPT OF TRANSP 2013 (KMS)
 PP1918'1.8 MI (2.9 KM) NORTHEAST OF MAYER, 1.75 MI (2.8 KM) NORTHEAST ALONG
 PP1918'TRUNK HIGHWAY 25  FROM THE JUNCTION OF TRUNK HIGHWAY 25 AND COUNTY
 PP1918'ROAD 30 IN MAYER, THEN 0.9 MI (1.4 KM) EAST ON TRUNK HIGHWAY 7, AT
 PP1918'TRUNK HIGHWAY 7 MILE POINT 167.95, 0.6 MI (1.0 KM) WEST OF POLK
 PP1918'AVENUE, 98.7 FT (30.1 M) WEST-NORTHWEST OF POWER POLE, 64 FT (19.5 M)
 PP1918'SOUTH OF TRUNK HIGHWAY 7 AT STATION 1340+21, 1.0 FT (0.3 M) NORTH OF A
 PP1918'WITNESS POST.
 PP1918
 PP1918                          STATION RECOVERY (2019)
 PP1918
 PP1918'RECOVERY NOTE BY MN DEPT OF TRANSP 2019 (BRB)
 PP1918'RECOVERED AS DESCRIBED.
 PP1918
 PP1918                          STATION RECOVERY (2020)
 PP1918
 PP1918'RECOVERY NOTE BY MN DEPT OF TRANSP 2020 (KMS)
 PP1918'RECOVERED IN GOOD CONDITION.
 PP1918
 PP1918                          STATION RECOVERY (2024)
 PP1918
 PP1918'RECOVERY NOTE BY MN DEPT OF TRANSP 2024 (RMJ)
 PP1918'THE MARK WAS LOCATED ABOUT 1.8 MI (2.9 KM) NORTHEAST OF MAYER, 1.75 MI
 PP1918'(2.82 KM) NORTHEAST ALONG TRUNK HIGHWAY 25 FROM THE JUNCTION OF TRUNK
 PP1918'HIGHWAY 25 AND COUNTY ROAD 30 IN MAYER, THEN 0.9 MI (1.4 KM) EAST
 PP1918'ALONG TRUNK HIGHWAY 7, AT TRUNK HIGHWAY 7 MILE POINT 167.95, 98.7 FT
 PP1918'(30.1 M) WEST-NORTHWEST OF A POWER POLE, 64.0 FT (19.5 M) SOUTH OF
 PP1918'TRUNK HIGHWAY 7, 1.0 FT (0.3 M) NORTH OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 PP1922 ***********************************************************************
 PP1922  DESIGNATION -  1003 O
 PP1922  PID         -  PP1922
 PP1922  STATE/COUNTY-  MN/CARVER
 PP1922  COUNTRY     -  US
 PP1922  USGS QUAD   -  WATERTOWN (2019)
 PP1922
 PP1922                         *CURRENT SURVEY CONTROL
 PP1922  ______________________________________________________________________
 PP1922* NAD 83(2011) POSITION- 44 54 18.64998(N) 093 48 07.76698(W)   ADJUSTED
 PP1922* NAD 83(2011) ELLIP HT-   276.858 (meters)        (06/27/12)   ADJUSTED
 PP1922* NAD 83(2011) EPOCH   -  2010.00
 PP1922* NAVD 88 ORTHO HEIGHT -   304.115 (meters)      997.75  (feet) ADJUSTED
 PP1922  ______________________________________________________________________
 PP1922  GEOID HEIGHT    -        -27.284 (meters)                     GEOID18
 PP1922  NAD 83(2011) X  -   -300,074.789 (meters)                     COMP
 PP1922  NAD 83(2011) Y  - -4,515,271.683 (meters)                     COMP
 PP1922  NAD 83(2011) Z  -  4,480,086.648 (meters)                     COMP
 PP1922  LAPLACE CORR    -          4.92  (seconds)                    DEFLEC18
 PP1922  DYNAMIC HEIGHT  -        304.096 (meters)      997.69  (feet) COMP
 PP1922  MODELED GRAVITY -    980,545.0   (mgal)                       NAVD 88
 PP1922
 PP1922  VERT ORDER      -  SECOND    CLASS I
 PP1922
 PP1922  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 PP1922  Standards:
 PP1922         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 PP1922            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 PP1922  -------------------------------------------------------------------
 PP1922  NETWORK    0.24   0.39           0.11   0.08   0.20     -0.03865977
 PP1922  -------------------------------------------------------------------
 PP1922  Click here for local accuracies and other accuracy information.
 PP1922
 PP1922.The horizontal coordinates were established by GPS observations
 PP1922.and adjusted by the National Geodetic Survey in June 2012.
 PP1922
 PP1922.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 PP1922.been affixed to the stable North American tectonic plate. See 
 PP1922.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 PP1922
 PP1922.The horizontal coordinates are valid at the epoch date displayed above
 PP1922.which is a decimal equivalence of Year/Month/Day.
 PP1922
 PP1922.The orthometric height was determined by differential leveling and
 PP1922.adjusted by the NATIONAL GEODETIC SURVEY
 PP1922.in May 2020.
 PP1922
 PP1922.Significant digits in the geoid height do not necessarily reflect accuracy.
 PP1922.GEOID18 height accuracy estimate available here.
 PP1922
 PP1922.Click photographs - Photos may exist for this station.
 PP1922
 PP1922.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 PP1922
 PP1922.The Laplace correction was computed from DEFLEC18 derived deflections.
 PP1922
 PP1922.The ellipsoidal height was determined by GPS observations
 PP1922.and is referenced to NAD 83.
 PP1922
 PP1922.The dynamic height is computed by dividing the NAVD 88
 PP1922.geopotential number by the normal gravity value computed on the
 PP1922.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP1922.degrees latitude (g = 980.6199 gals.).
 PP1922
 PP1922.The modeled gravity was interpolated from observed gravity values.
 PP1922
 PP1922. The following values were computed from the NAD 83(2011) position.
 PP1922
 PP1922;                    North         East     Units Scale Factor Converg.
 PP1922;SPC MN S     -   311,708.810   815,624.117   MT  0.99994683   +0 08 19.2
 PP1922;SPC MN S     - 1,022,664.65  2,675,926.79   sFT  0.99994683   +0 08 19.2
 PP1922;UTM  15      - 4,972,730.197   436,673.520   MT  0.99964931   -0 33 58.6
 PP1922
 PP1922!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PP1922!SPC MN S     -   0.99995659  x   0.99994683  =   0.99990343
 PP1922!UTM  15      -   0.99995659  x   0.99964931  =   0.99960592
 PP1922
 PP1922:                Primary Azimuth Mark                     Grid Az
 PP1922:SPC MN S     -  1003 P                                   087 21 46.5
 PP1922:UTM  15      -  1003 P                                   088 04 04.3
 PP1922
 PP1922_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK3667372730(NAD 83)
 PP1922
 PP1922|---------------------------------------------------------------------|
 PP1922| PID    Reference Object                     Distance      Geod. Az  |
 PP1922|                                                           dddmmss.s |
 PP1922| PP1930 1003 P                              APPROX. 0.8 KM 0873005.7 |
 PP1922|---------------------------------------------------------------------|
 PP1922
 PP1922                          SUPERSEDED SURVEY CONTROL
 PP1922
 PP1922  NAD 83(2007)-  44 54 18.65025(N)    093 48 07.76768(W) AD(2002.00) 1
 PP1922  ELLIP H (03/10/09)  276.876  (m)                       GP(2002.00) 3 1
 PP1922  NAD 83(1996)-  44 54 18.64995(N)    093 48 07.76735(W) AD(       ) 1
 PP1922  ELLIP H (01/30/07)  276.923  (m)                       GP(       ) 3 1
 PP1922  NAVD 88             304.14   (m)          997.8    (f) LEVELING    3  
 PP1922  NAVD 88 (06/15/91)  304.141  (m)          997.84   (f) SUPERSEDED  2 1
 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
 PP1922.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PP1922.See file dsdata.pdf to determine how the superseded data were derived.
 PP1922
 PP1922_MARKER: DB = BENCH MARK DISK
 PP1922_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 PP1922_STAMPING: 1003 O 1968
 PP1922_MARK LOGO: MNHD
 PP1922_PROJECTION: RECESSED 15 CENTIMETERS
 PP1922_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 PP1922_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PP1922_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 PP1922+SATELLITE: SATELLITE OBSERVATIONS - October 02, 2013
 PP1922
 PP1922  HISTORY     - Date     Condition        Report By
 PP1922  HISTORY     - 19680401 MONUMENTED       MNHD
 PP1922  HISTORY     - 1972     GOOD             MNDT
 PP1922  HISTORY     - 20060104 GOOD             MNDT
 PP1922  HISTORY     - 20060104 GOOD             MNDT
 PP1922  HISTORY     - 20060104 GOOD             MNDT
 PP1922  HISTORY     - 20060104 GOOD             MNDT
 PP1922  HISTORY     - 20131002 GOOD             MNDT
 PP1922
 PP1922                          STATION DESCRIPTION
 PP1922
 PP1922'DESCRIBED BY MN DEPT OF TRANSP 1972
 PP1922'2.75 MI W FROM ST BONIFACIUS.
 PP1922'2.75 MILES WEST ALONG T.H. 7 FROM THE JUNCTION OF T.H. 7 AND COUNTY
 PP1922'ROAD 92 IN ST. BONIFACIUS, 0.8 MILES EAST OF COUNTY ROAD 10, 107 FEET
 PP1922'WEST OF A POWER POLE, 73 FEET EAST OF A POWER POLE, 59 FEET SOUTH OF
 PP1922'THE CENTERLINE OF T.H. 7 (STATION 1494+73), 1 FOOT NORTH OF A STEEL
 PP1922'WITNESS POST, IN A 6 FOOT PRECAST CONCRETE CULVERT SET FLUSH WITH THE
 PP1922'GROUND.  NW 1/4, SEC 35, T 117, R 25W.
 PP1922
 PP1922                          STATION RECOVERY (2006)
 PP1922
 PP1922'RECOVERY NOTE BY MN DEPT OF TRANSP 2006 (MPP)
 PP1922'2.75 MILES WEST OF JUNCTION OF TRUNK HIGHWAY 7 AND COUNTY ROAD 92 AT
 PP1922'SAINT BONIFACIUS, TRUNK HIGHWAY 7 MILEPOINT 170.30, 0.8 MILES EAST OF
 PP1922'COUNTY ROAD 10, 107 FEET WEST OF POWER POLE, 73 FEET EAST OF POWER
 PP1922'POLE, 59 FEET SOUTH OF TRUNK HIGHWAY 7 AT STATION 1494+73, 1 FOOT
 PP1922'NORTH OF WITNESS POST
 PP1922
 PP1922                          STATION RECOVERY (2006)
 PP1922
 PP1922'RECOVERY NOTE BY MN DEPT OF TRANSP 2006 (MPP)
 PP1922'2.75 MILES WEST OF JUNCTION OF TRUNK HIGHWAY 7 AND COUNTY ROAD 92 AT
 PP1922'SAINT BONIFACIUS, TRUNK HIGHWAY 7 MILEPOINT 170.30, 0.8 MILES EAST OF
 PP1922'COUNTY ROAD 10, 107 FEET WEST OF POWER POLE, 73 FEET EAST OF POWER
 PP1922'POLE, 59 FEET SOUTH OF TRUNK HIGHWAY 7 AT STATION 1494+73, 1 FOOT
 PP1922'NORTH OF WITNESS POST
 PP1922
 PP1922                          STATION RECOVERY (2006)
 PP1922
 PP1922'RECOVERY NOTE BY MN DEPT OF TRANSP 2006 (MPP)
 PP1922'2.75 MILES WEST OF JUNCTION OF TRUNK HIGHWAY 7 AND COUNTY ROAD 92 AT
 PP1922'SAINT BONIFACIUS, TRUNK HIGHWAY 7 MILEPOINT 170.30, 0.8 MILES EAST OF
 PP1922'COUNTY ROAD 10, 107 FEET WEST OF POWER POLE, 73 FEET EAST OF POWER
 PP1922'POLE, 59 FEET SOUTH OF TRUNK HIGHWAY 7 AT STATION 1494+73, 1 FOOT
 PP1922'NORTH OF WITNESS POST
 PP1922
 PP1922                          STATION RECOVERY (2006)
 PP1922
 PP1922'RECOVERY NOTE BY MN DEPT OF TRANSP 2006 (JPG)
 PP1922'RECOVERED AS DESCRIBED.
 PP1922
 PP1922                          STATION RECOVERY (2013)
 PP1922
 PP1922'RECOVERY NOTE BY MN DEPT OF TRANSP 2013 (KMS)
 PP1922'2.72 MI (4.4 KM) WEST OF ST. BONIFACIUS, 2.75 MI (4.4 KM) WEST ALONG
 PP1922'TRUNK HIGHWAY 7  FROM THE JUNCTION OF TRUNK HIGHWAY 7 AND COUNTY ROAD
 PP1922'92 IN ST. BONIFACIUS, TO TRUNK HIGHWAY 7 MILE POINT 170.30, 107 FT
 PP1922'(32.6 M) WEST OF POWER POLE, 73 FT (22.3 M) EAST OF POWER POLE WITH
 PP1922'GUY WIRE, 59 FT (18.0 M) SOUTH OF TRUNK HIGHWAY 7 AT STATION 1494+73,
 PP1922'1.0 FT (0.3 M) NORTH OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 PP1930 ***********************************************************************
 PP1930  DESIGNATION -  1003 P
 PP1930  PID         -  PP1930
 PP1930  STATE/COUNTY-  MN/CARVER
 PP1930  COUNTRY     -  US
 PP1930  USGS QUAD   -  WATERTOWN (2019)
 PP1930
 PP1930                         *CURRENT SURVEY CONTROL
 PP1930  ______________________________________________________________________
 PP1930* NAD 83(2011) POSITION- 44 54 19.80139(N) 093 47 30.58111(W)   ADJUSTED
 PP1930* NAD 83(2011) ELLIP HT-   276.554 (meters)        (06/27/12)   ADJUSTED
 PP1930* NAD 83(2011) EPOCH   -  2010.00
 PP1930* NAVD 88 ORTHO HEIGHT -   303.794 (meters)      996.70  (feet) ADJUSTED
 PP1930  ______________________________________________________________________
 PP1930  GEOID HEIGHT    -        -27.264 (meters)                     GEOID18
 PP1930  NAD 83(2011) X  -   -299,259.088 (meters)                     COMP
 PP1930  NAD 83(2011) Y  - -4,515,300.455 (meters)                     COMP
 PP1930  NAD 83(2011) Z  -  4,480,111.609 (meters)                     COMP
 PP1930  LAPLACE CORR    -          5.21  (seconds)                    DEFLEC18
 PP1930  DYNAMIC HEIGHT  -        303.775 (meters)      996.64  (feet) COMP
 PP1930  MODELED GRAVITY -    980,546.7   (mgal)                       NAVD 88
 PP1930
 PP1930  VERT ORDER      -  SECOND    CLASS I
 PP1930
 PP1930  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 PP1930  Standards:
 PP1930         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 PP1930            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 PP1930  -------------------------------------------------------------------
 PP1930  NETWORK    0.23   0.39           0.11   0.07   0.20     -0.03612826
 PP1930  -------------------------------------------------------------------
 PP1930  Click here for local accuracies and other accuracy information.
 PP1930
 PP1930.The horizontal coordinates were established by GPS observations
 PP1930.and adjusted by the National Geodetic Survey in June 2012.
 PP1930
 PP1930.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 PP1930.been affixed to the stable North American tectonic plate. See 
 PP1930.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 PP1930
 PP1930.The horizontal coordinates are valid at the epoch date displayed above
 PP1930.which is a decimal equivalence of Year/Month/Day.
 PP1930
 PP1930.The orthometric height was determined by differential leveling and
 PP1930.adjusted by the NATIONAL GEODETIC SURVEY
 PP1930.in May 2020.
 PP1930
 PP1930.Significant digits in the geoid height do not necessarily reflect accuracy.
 PP1930.GEOID18 height accuracy estimate available here.
 PP1930
 PP1930.Click photographs - Photos may exist for this station.
 PP1930
 PP1930.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 PP1930
 PP1930.The Laplace correction was computed from DEFLEC18 derived deflections.
 PP1930
 PP1930.The ellipsoidal height was determined by GPS observations
 PP1930.and is referenced to NAD 83.
 PP1930
 PP1930.The dynamic height is computed by dividing the NAVD 88
 PP1930.geopotential number by the normal gravity value computed on the
 PP1930.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP1930.degrees latitude (g = 980.6199 gals.).
 PP1930
 PP1930.The modeled gravity was interpolated from observed gravity values.
 PP1930
 PP1930. The following values were computed from the NAD 83(2011) position.
 PP1930
 PP1930;                    North         East     Units Scale Factor Converg.
 PP1930;SPC MN S     -   311,746.378   816,439.764   MT  0.99994687   +0 08 45.3
 PP1930;SPC MN S     - 1,022,787.91  2,678,602.79   sFT  0.99994687   +0 08 45.3
 PP1930;UTM  15      - 4,972,757.718   437,489.324   MT  0.99964805   -0 33 32.4
 PP1930
 PP1930!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PP1930!SPC MN S     -   0.99995664  x   0.99994687  =   0.99990351
 PP1930!UTM  15      -   0.99995664  x   0.99964805  =   0.99960471
 PP1930
 PP1930:                Primary Azimuth Mark                     Grid Az
 PP1930:SPC MN S     -  1003 Q RESET                             090 05 57.2
 PP1930:UTM  15      -  1003 Q RESET                             090 48 14.9
 PP1930
 PP1930_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK3748972757(NAD 83)
 PP1930
 PP1930|---------------------------------------------------------------------|
 PP1930| PID    Reference Object                     Distance      Geod. Az  |
 PP1930|                                                           dddmmss.s |
 PP1930| PP1926 1003 Q RESET                        APPROX. 0.8 KM 0901442.5 |
 PP1930|---------------------------------------------------------------------|
 PP1930
 PP1930                          SUPERSEDED SURVEY CONTROL
 PP1930
 PP1930  NAD 83(2007)-  44 54 19.80167(N)    093 47 30.58182(W) AD(2002.00) 1
 PP1930  ELLIP H (03/10/09)  276.573  (m)                       GP(2002.00) 3 1
 PP1930  NAD 83(1996)-  44 54 19.80136(N)    093 47 30.58149(W) AD(       ) 1
 PP1930  ELLIP H (01/30/07)  276.620  (m)                       GP(       ) 3 1
 PP1930  NAVD 88 (02/19/09)  303.817  (m)          996.77   (f) SUPERSEDED  2 1
 PP1930  NAVD 88             303.82   (m)          996.8    (f) LEVELING    3  
 PP1930  NAVD 88 (06/15/91)  303.818  (m)          996.78   (f) SUPERSEDED  2 0
 PP1930  NGVD 29 (??/??/92)  303.739  (m)          996.52   (f) ADJ UNCH    2 0
 PP1930
 PP1930.Superseded values are not recommended for survey control.
 PP1930
 PP1930.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PP1930.See file dsdata.pdf to determine how the superseded data were derived.
 PP1930
 PP1930_MARKER: DB = BENCH MARK DISK
 PP1930_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 PP1930_STAMPING: 1003-P 1968
 PP1930_MARK LOGO: MNHD
 PP1930_PROJECTION: FLUSH
 PP1930_MAGNETIC: O = OTHER; SEE DESCRIPTION
 PP1930_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PP1930_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PP1930+SATELLITE: SATELLITE OBSERVATIONS - June 17, 2008
 PP1930
 PP1930  HISTORY     - Date     Condition        Report By
 PP1930  HISTORY     - 1968     MONUMENTED       MNHD
 PP1930  HISTORY     - 1972     GOOD             MNDT
 PP1930  HISTORY     - 1985     MARK NOT FOUND   USPSQD
 PP1930  HISTORY     - 20060104 GOOD             MNDT
 PP1930  HISTORY     - 20080617 GOOD             MNDT
 PP1930
 PP1930                          STATION DESCRIPTION
 PP1930
 PP1930'DESCRIBED BY MN DEPT OF TRANSP 1972
 PP1930'1.25 MI W FROM ST BONIFACIUS.
 PP1930'1.3 MILES WEST ALONG T.H. 7 FROM THE JUNCTION OF T.H. 7 AND COUNTY
 PP1930'ROAD 92 IN ST. BONIFACIUS, 0.4 MILES WEST OF COUNTY ROAD 155, 64 FEET
 PP1930'NORTH OF THE CENTERLINE OF T.H. 7 (STATION 1521+44), 50 FEET EAST OF A
 PP1930'TELEPHONE POLE, 15 FEET EAST OF THE CENTER OF A FIELD ENTRANCE, 6 FEET
 PP1930'SOUTH OF A FENCE LINE, 1 FOOT SOUTH OF A STEEL WITNESS POST, IN A 6
 PP1930'FOOT PRECAST CONCRETE MONUMENT SET FLUSH WITH THE GROUND.  SE 1/4, SEC
 PP1930'26, T 117, R 25.
 PP1930
 PP1930                          STATION RECOVERY (1985)
 PP1930
 PP1930'RECOVERY NOTE BY US POWER SQUADRON 1985
 PP1930'MARK NOT FOUND.
 PP1930
 PP1930                          STATION RECOVERY (2006)
 PP1930
 PP1930'RECOVERY NOTE BY MN DEPT OF TRANSP 2006 (MPP)
 PP1930'1.3 MILES WEST OF JUNCTION OF TRUNK HIGHWAY 7 AND COUNTY ROAD 92 AT
 PP1930'SAINT BONIFACIUS, AT TRUNK HIGHWAY 7 MILEPOINT 170.80, 0.4 MILES WEST
 PP1930'OF COUNTY ROAD 155, 30 FEET EAST OF TELEPHONE POLE, 15 FEET EAST OF
 PP1930'FIELD ENTRANCE, 64 FEET NORTH OF TRUNK HIGHWAY 7 AT STATION 1521+44, 6
 PP1930'FEET SOUTH OF FENCELINE, 1.0 FEET SOUTH OF WITNESS POST
 PP1930
 PP1930                          STATION RECOVERY (2008)
 PP1930
 PP1930'RECOVERY NOTE BY MN DEPT OF TRANSP 2008 (PL)
 PP1930'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 PP1926 ***********************************************************************
 PP1926  DESIGNATION -  1003 Q RESET
 PP1926  PID         -  PP1926
 PP1926  STATE/COUNTY-  MN/CARVER
 PP1926  COUNTRY     -  US
 PP1926  USGS QUAD   -  WATERTOWN (2019)
 PP1926
 PP1926                         *CURRENT SURVEY CONTROL
 PP1926  ______________________________________________________________________
 PP1926* NAD 83(2011) POSITION- 44 54 19.68932(N) 093 46 54.24941(W)   ADJUSTED
 PP1926* NAD 83(2011) ELLIP HT-   276.690 (meters)        (06/27/12)   ADJUSTED
 PP1926* NAD 83(2011) EPOCH   -  2010.00
 PP1926* NAVD 88 ORTHO HEIGHT -   303.907 (meters)      997.07  (feet) ADJUSTED
 PP1926  ______________________________________________________________________
 PP1926  GEOID HEIGHT    -        -27.242 (meters)                     GEOID18
 PP1926  NAD 83(2011) X  -   -298,463.921 (meters)                     COMP
 PP1926  NAD 83(2011) Y  - -4,515,355.630 (meters)                     COMP
 PP1926  NAD 83(2011) Z  -  4,480,109.254 (meters)                     COMP
 PP1926  LAPLACE CORR    -          5.37  (seconds)                    DEFLEC18
 PP1926  DYNAMIC HEIGHT  -        303.888 (meters)      997.01  (feet) COMP
 PP1926  MODELED GRAVITY -    980,548.4   (mgal)                       NAVD 88
 PP1926
 PP1926  VERT ORDER      -  SECOND    CLASS I
 PP1926
 PP1926  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 PP1926  Standards:
 PP1926         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 PP1926            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 PP1926  -------------------------------------------------------------------
 PP1926  NETWORK    0.23   0.39           0.11   0.07   0.20     -0.02395578
 PP1926  -------------------------------------------------------------------
 PP1926  Click here for local accuracies and other accuracy information.
 PP1926
 PP1926.The horizontal coordinates were established by GPS observations
 PP1926.and adjusted by the National Geodetic Survey in June 2012.
 PP1926
 PP1926.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 PP1926.been affixed to the stable North American tectonic plate. See 
 PP1926.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 PP1926
 PP1926.The horizontal coordinates are valid at the epoch date displayed above
 PP1926.which is a decimal equivalence of Year/Month/Day.
 PP1926
 PP1926.The orthometric height was determined by differential leveling and
 PP1926.adjusted by the NATIONAL GEODETIC SURVEY
 PP1926.in May 2020.
 PP1926
 PP1926.Significant digits in the geoid height do not necessarily reflect accuracy.
 PP1926.GEOID18 height accuracy estimate available here.
 PP1926
 PP1926.Click photographs - Photos may exist for this station.
 PP1926
 PP1926.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 PP1926
 PP1926.The Laplace correction was computed from DEFLEC18 derived deflections.
 PP1926
 PP1926.The ellipsoidal height was determined by GPS observations
 PP1926.and is referenced to NAD 83.
 PP1926
 PP1926.The dynamic height is computed by dividing the NAVD 88
 PP1926.geopotential number by the normal gravity value computed on the
 PP1926.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP1926.degrees latitude (g = 980.6199 gals.).
 PP1926
 PP1926.The modeled gravity was interpolated from observed gravity values.
 PP1926
 PP1926. The following values were computed from the NAD 83(2011) position.
 PP1926
 PP1926;                    North         East     Units Scale Factor Converg.
 PP1926;SPC MN S     -   311,744.997   817,236.768   MT  0.99994687   +0 09 10.8
 PP1926;SPC MN S     - 1,022,783.38  2,681,217.63   sFT  0.99994687   +0 09 10.8
 PP1926;UTM  15      - 4,972,746.536   438,286.013   MT  0.99964683   -0 33 06.8
 PP1926
 PP1926!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PP1926!SPC MN S     -   0.99995662  x   0.99994687  =   0.99990349
 PP1926!UTM  15      -   0.99995662  x   0.99964683  =   0.99960347
 PP1926
 PP1926_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK3828672746(NAD 83)
 PP1926
 PP1926|---------------------------------------------------------------------|
 PP1926| PID    Reference Object                     Distance      Geod. Az  |
 PP1926|                                                           dddmmss.s |
 PP1926| DI5396 CONIA                                77.962 METERS 12242     |
 PP1926|---------------------------------------------------------------------|
 PP1926
 PP1926                          SUPERSEDED SURVEY CONTROL
 PP1926
 PP1926  NAD 83(2007)-  44 54 19.68960(N)    093 46 54.25013(W) AD(2002.00) 1
 PP1926  ELLIP H (03/10/09)  276.710  (m)                       GP(2002.00) 3 1
 PP1926  NAD 83(1996)-  44 54 19.68929(N)    093 46 54.24979(W) AD(       ) 1
 PP1926  ELLIP H (01/30/07)  276.756  (m)                       GP(       ) 3 1
 PP1926  NAVD 88 (02/19/09)  303.928  (m)          997.14   (f) SUPERSEDED  2 1
 PP1926  NAVD 88             303.93   (m)          997.1    (f) LEVELING    3  
 PP1926  NAVD 88 (06/15/91)  303.941  (m)          997.18   (f) SUPERSEDED  2 0
 PP1926  NGVD 29 (??/??/92)  303.860  (m)          996.91   (f) ADJ UNCH    2 0
 PP1926
 PP1926.Superseded values are not recommended for survey control.
 PP1926
 PP1926.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PP1926.See file dsdata.pdf to determine how the superseded data were derived.
 PP1926
 PP1926_MARKER: DB = BENCH MARK DISK
 PP1926_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 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: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PP1926_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PP1926+SATELLITE: SATELLITE OBSERVATIONS - April 07, 2020
 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     - 1987     GOOD             USPSQD
 PP1926  HISTORY     - 20060104 GOOD             MNDT
 PP1926  HISTORY     - 20200407 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 (1987)
 PP1926
 PP1926'RECOVERY NOTE BY US POWER SQUADRON 1987 (RHC)
 PP1926'RECOVERED IN GOOD CONDITION.
 PP1926
 PP1926                          STATION RECOVERY (2006)
 PP1926
 PP1926'RECOVERY NOTE BY MN DEPT OF TRANSP 2006 (MPP)
 PP1926'1.8 MILES WEST OF JUNCTION OF TRUNK HIGHWAY 7 AND COUNTY ROAD 92 AT
 PP1926'SAINT BONIFACIUS, AT TRUNK HIGHWAY 7 MILEPOINT 171.30, 61 FEET NORTH
 PP1926'OF TRUNK HIGHWAY 7, 55 FEET EAST OF FIELD ENTRANCE, 1.0 SOUTH OF
 PP1926'WITNESS POST
 PP1926
 PP1926                          STATION RECOVERY (2020)
 PP1926
 PP1926'RECOVERY NOTE BY MN DEPT OF TRANSP 2020 (TJD)
 PP1926'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 PP1897 ***********************************************************************
 PP1897  DESIGNATION -  1003 T
 PP1897  PID         -  PP1897
 PP1897  STATE/COUNTY-  MN/CARVER
 PP1897  COUNTRY     -  US
 PP1897  USGS QUAD   -  MAYER (2019)
 PP1897
 PP1897                         *CURRENT SURVEY CONTROL
 PP1897  ______________________________________________________________________
 PP1897* NAD 83(1986) POSITION- 44 54 21.24   (N) 093 58 33.81   (W)   HD_HELD1
 PP1897* NAVD 88 ORTHO HEIGHT -   294.522 (meters)      966.28  (feet) ADJUSTED
 PP1897  ______________________________________________________________________
 PP1897  GEOID HEIGHT    -        -27.477 (meters)                     GEOID18
 PP1897  DYNAMIC HEIGHT  -        294.498 (meters)      966.20  (feet) COMP
 PP1897  MODELED GRAVITY -    980,527.7   (mgal)                       NAVD 88
 PP1897
 PP1897  VERT ORDER      -  SECOND    CLASS I
 PP1897
 PP1897.The horizontal coordinates were determined by differentially corrected
 PP1897.hand held GPS observations or other comparable positioning techniques
 PP1897.and have an estimated accuracy of +/- 3 meters.
 PP1897
 PP1897.The orthometric height was determined by differential leveling and
 PP1897.adjusted by the NATIONAL GEODETIC SURVEY
 PP1897.in May 2020.
 PP1897
 PP1897.Significant digits in the geoid height do not necessarily reflect accuracy.
 PP1897.GEOID18 height accuracy estimate available here.
 PP1897
 PP1897.Click photographs - Photos may exist for this station.
 PP1897
 PP1897.The dynamic height is computed by dividing the NAVD 88
 PP1897.geopotential number by the normal gravity value computed on the
 PP1897.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP1897.degrees latitude (g = 980.6199 gals.).
 PP1897
 PP1897.The modeled gravity was interpolated from observed gravity values.
 PP1897
 PP1897;                    North         East    Units  Estimated Accuracy
 PP1897;SPC MN S     -   311,770.1     801,890.7     MT  (+/- 3 meters HH1 GPS) 
 PP1897
 PP1897_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK2294572960(NAD 83)
 PP1897
 PP1897                          SUPERSEDED SURVEY CONTROL
 PP1897
 PP1897  NAVD 88 (07/08/08)  294.537  (m)          966.33   (f) SUPERSEDED  2 1
 PP1897  NAVD 88 (06/15/91)  294.541  (m)          966.34   (f) SUPERSEDED  2 1
 PP1897  NGVD 29 (??/??/92)  294.461  (m)          966.08   (f) ADJ UNCH    2 0
 PP1897
 PP1897.Superseded values are not recommended for survey control.
 PP1897
 PP1897.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PP1897.See file dsdata.pdf to determine how the superseded data were derived.
 PP1897
 PP1897_MARKER: DB = BENCH MARK DISK
 PP1897_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 PP1897_SP_SET: BOX CULVERT
 PP1897_STAMPING: 1003 T 1972
 PP1897_MARK LOGO: MNHD
 PP1897_MAGNETIC: N = NO MAGNETIC MATERIAL
 PP1897_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PP1897+STABILITY: SURFACE MOTION
 PP1897_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 PP1897+SATELLITE: SATELLITE OBSERVATIONS - August 13, 2018
 PP1897
 PP1897  HISTORY     - Date     Condition        Report By
 PP1897  HISTORY     - 1972     MONUMENTED       MNHD
 PP1897  HISTORY     - 1989     GOOD             MNDT
 PP1897  HISTORY     - 20030925 GOOD             MNDT
 PP1897  HISTORY     - 20051006 GOOD             MNDT
 PP1897  HISTORY     - 20090520 GOOD             MNDT
 PP1897  HISTORY     - 20180813 GOOD             MNDT
 PP1897
 PP1897                          STATION DESCRIPTION
 PP1897
 PP1897'DESCRIBED BY MN HIGHWAY DEPT 1972
 PP1897'0.25 MI W FROM HOLLYWOOD.
 PP1897'MARK IS LOCATED 0.25 MILES WEST ALONG TH 7 FROM THE JUNCTION OF TH 7
 PP1897'AND COUNTY ROAD 33 IN HOLLYWOOD, 35 FEET SOUTH OF THE CENTERLINE OF TH
 PP1897'7 (STATION 1042+73) IN THE SOUTHEAST CORNER (HEADWALL) OF A BOX
 PP1897'CULVERT UNDER TH 7 AT A SMALL CREEK.  NE 1/4 SECTION 32, T 117, R 26.
 PP1897
 PP1897                          STATION RECOVERY (1989)
 PP1897
 PP1897'RECOVERY NOTE BY MN DEPT OF TRANSP 1989 (OCO)
 PP1897'THE MARK WAS FOUND IN GOOD CONDITION. THE MARK IS LOCATED ABOUT 1-1/2
 PP1897'MILES NORTH-NORTHWEST OF THE CITY OF NEW GERMANY, 0.25 MILE WEST ALONG
 PP1897'TRUNK HIGHWAY 7 FROM ITS JUNCTION WITH CARVER COUNTY ROAD NUMBER 33
 PP1897'(1.2 MILES NORTH OF NEW GERMANY), AND IN THE NE 1/4 OF SECTION 32,
 PP1897'T117N, R26W.  THE MARK IS 35.0 FEET SOUTH OF THE CENTERLINE OF HIGHWAY
 PP1897'7 AT ENGINEERING STATION 1042+73 (MILEPOINT 161.75).  THE MARK, A
 PP1897'STANDARD MNHD BENCH MARK DISK STAMPED---1003 T 1972---, IS SET IN THE
 PP1897'SOUTHEAST CORNER OF THE EAST HEADWALL OF A BOX CULVERT (HIGHWAY 7 OVER
 PP1897'A SMALL CREEK).
 PP1897
 PP1897                          STATION RECOVERY (2003)
 PP1897
 PP1897'RECOVERY NOTE BY MN DEPT OF TRANSP 2003 (DAS)
 PP1897'RECOVERED AS DESCRIBED.
 PP1897
 PP1897                          STATION RECOVERY (2005)
 PP1897
 PP1897'RECOVERY NOTE BY MN DEPT OF TRANSP 2005 (MPP)
 PP1897'0.25 MILES WEST OF JUNCTION OF COUNTY ROAD 33 AND TRUNK HIGHWAY 7 (1.2
 PP1897'MILES NORTH OF NEW GERMANY) 7 AT MILEPOINT 161.75, 35 FEET SOUTH OF
 PP1897'TRUNK HIGHWAY 7 AT MILEPOINT 161.75, IN SOUTHEAST HEADWALL OF TRUNK
 PP1897'HIGHWAY 7 BOX CULVERT OVER SMALL CREEK
 PP1897
 PP1897                          STATION RECOVERY (2009)
 PP1897
 PP1897'RECOVERY NOTE BY MN DEPT OF TRANSP 2009 (DAS)
 PP1897'RECOVERED AS DESCRIBED.
 PP1897
 PP1897                          STATION RECOVERY (2018)
 PP1897
 PP1897'RECOVERY NOTE BY MN DEPT OF TRANSP 2018 (LLS)
 PP1897'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 PP1917 ***********************************************************************
 PP1917  DESIGNATION -  1003 V
 PP1917  PID         -  PP1917
 PP1917  STATE/COUNTY-  MN/CARVER
 PP1917  COUNTRY     -  US
 PP1917  USGS QUAD   -  WATERTOWN (2019)
 PP1917
 PP1917                         *CURRENT SURVEY CONTROL
 PP1917  ______________________________________________________________________
 PP1917* NAD 83(2011) POSITION- 44 54 19.83590(N) 093 52 25.15048(W)   ADJUSTED
 PP1917* NAD 83(2011) ELLIP HT-   263.443 (meters)        (06/27/12)   ADJUSTED
 PP1917* NAD 83(2011) EPOCH   -  2010.00
 PP1917* NAVD 88 ORTHO HEIGHT -   290.818 (meters)      954.13  (feet) ADJUSTED
 PP1917  ______________________________________________________________________
 PP1917  GEOID HEIGHT    -        -27.399 (meters)                     GEOID18
 PP1917  NAD 83(2011) X  -   -305,706.460 (meters)                     COMP
 PP1917  NAD 83(2011) Y  - -4,514,858.460 (meters)                     COMP
 PP1917  NAD 83(2011) Z  -  4,480,103.108 (meters)                     COMP
 PP1917  LAPLACE CORR    -          3.19  (seconds)                    DEFLEC18
 PP1917  DYNAMIC HEIGHT  -        290.797 (meters)      954.06  (feet) COMP
 PP1917  MODELED GRAVITY -    980,535.1   (mgal)                       NAVD 88
 PP1917
 PP1917  VERT ORDER      -  SECOND    CLASS I
 PP1917
 PP1917  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 PP1917  Standards:
 PP1917         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 PP1917            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 PP1917  -------------------------------------------------------------------
 PP1917  NETWORK    0.30   0.39           0.14   0.09   0.20     -0.05539786
 PP1917  -------------------------------------------------------------------
 PP1917  Click here for local accuracies and other accuracy information.
 PP1917
 PP1917.The horizontal coordinates were established by GPS observations
 PP1917.and adjusted by the National Geodetic Survey in June 2012.
 PP1917
 PP1917.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 PP1917.been affixed to the stable North American tectonic plate. See 
 PP1917.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 PP1917
 PP1917.The horizontal coordinates are valid at the epoch date displayed above
 PP1917.which is a decimal equivalence of Year/Month/Day.
 PP1917
 PP1917.The orthometric height was determined by differential leveling and
 PP1917.adjusted by the NATIONAL GEODETIC SURVEY
 PP1917.in May 2020.
 PP1917
 PP1917.Significant digits in the geoid height do not necessarily reflect accuracy.
 PP1917.GEOID18 height accuracy estimate available here.
 PP1917
 PP1917.Click photographs - Photos may exist for this station.
 PP1917
 PP1917.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 PP1917
 PP1917.The Laplace correction was computed from DEFLEC18 derived deflections.
 PP1917
 PP1917.The ellipsoidal height was determined by GPS observations
 PP1917.and is referenced to NAD 83.
 PP1917
 PP1917.The dynamic height is computed by dividing the NAVD 88
 PP1917.geopotential number by the normal gravity value computed on the
 PP1917.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP1917.degrees latitude (g = 980.6199 gals.).
 PP1917
 PP1917.The modeled gravity was interpolated from observed gravity values.
 PP1917
 PP1917. The following values were computed from the NAD 83(2011) position.
 PP1917
 PP1917;                    North         East     Units Scale Factor Converg.
 PP1917;SPC MN S     -   311,734.221   809,977.894   MT  0.99994687   +0 05 18.8
 PP1917;SPC MN S     - 1,022,748.02  2,657,402.47   sFT  0.99994687   +0 05 18.8
 PP1917;UTM  15      - 4,972,825.064   431,029.693   MT  0.99965849   -0 37 00.4
 PP1917
 PP1917!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PP1917!SPC MN S     -   0.99995870  x   0.99994687  =   0.99990557
 PP1917!UTM  15      -   0.99995870  x   0.99965849  =   0.99961720
 PP1917
 PP1917:                Primary Azimuth Mark                     Grid Az
 PP1917:SPC MN S     -  1003 K                                   090 35 16.1
 PP1917:UTM  15      -  1003 K                                   091 17 35.3
 PP1917
 PP1917_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK3102972825(NAD 83)
 PP1917
 PP1917|---------------------------------------------------------------------|
 PP1917| PID    Reference Object                     Distance      Geod. Az  |
 PP1917|                                                           dddmmss.s |
 PP1917| DN9958 JAMES                               298.526 METERS 07639     |
 PP1917| PP1914 1003 K                              APPROX. 0.9 KM 0904034.9 |
 PP1917|---------------------------------------------------------------------|
 PP1917
 PP1917                          SUPERSEDED SURVEY CONTROL
 PP1917
 PP1917  NAD 83(2007)-  44 54 19.83605(N)    093 52 25.15109(W) AD(2002.00) 0
 PP1917  ELLIP H (02/10/07)  263.453  (m)                       GP(2002.00)    
 PP1917  NAD 83(1996)-  44 54 19.83580(N)    093 52 25.15077(W) AD(       ) 1
 PP1917  ELLIP H (06/18/03)  263.499  (m)                       GP(       ) 3 1
 PP1917  NAVD 88             290.84   (m)          954.2    (f) LEVELING    3  
 PP1917  NAVD 88 (06/15/91)  290.835  (m)          954.18   (f) SUPERSEDED  2 1
 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
 PP1917.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PP1917.See file dsdata.pdf to determine how the superseded data were derived.
 PP1917
 PP1917_MARKER: DB = BENCH MARK DISK
 PP1917_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 PP1917_STAMPING: 1003 V 1972
 PP1917_MARK LOGO: MNHD
 PP1917_PROJECTION: RECESSED 3 CENTIMETERS
 PP1917_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 PP1917_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PP1917_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PP1917+SATELLITE: SATELLITE OBSERVATIONS - June 17, 2024
 PP1917
 PP1917  HISTORY     - Date     Condition        Report By
 PP1917  HISTORY     - 19720401 MONUMENTED       MNHD
 PP1917  HISTORY     - 1980     GOOD             MNDT
 PP1917  HISTORY     - 19980401 GOOD             MNDT
 PP1917  HISTORY     - 20051006 GOOD             MNDT
 PP1917  HISTORY     - 20080617 GOOD             MNDT
 PP1917  HISTORY     - 20100420 GOOD             MNDT
 PP1917  HISTORY     - 20101018 GOOD             MNDT
 PP1917  HISTORY     - 20190530 GOOD             MNDT
 PP1917  HISTORY     - 20201019 GOOD             MNDT
 PP1917  HISTORY     - 20240617 GOOD             MNDT
 PP1917
 PP1917                          STATION DESCRIPTION
 PP1917
 PP1917'DESCRIBED BY MN HIGHWAY DEPT 1972
 PP1917'1.65 MI NNE FROM MAYER.
 PP1917'MARK IS LOCATED 1.8 MILES NORTHEAST ALONG TH 25 FROM THE JUNCTION OF
 PP1917'TH 25 AND COUNTY ROAD 30, IN MAYER, THENCE, 0.2 MILES WEST ALONG TH 7,
 PP1917'0.6 MILES EAST OF THE CROW RIVER, 89 FEET WEST OF THE CENTER OF A
 PP1917'FIELD ENTRANCE, 69 FEET SOUTH OF, AND 4 FEET LOWER THAN THE CENTERLINE
 PP1917'OF TH 7 (STATION 1309+46), 4 FEET WEST OF A POWER POLE, 1 FOOT WEST OF
 PP1917'A STEEL WITNESS POST, IN A 6 FOOT PRECAST CONCRETE MONUMENT SET FLUSH
 PP1917'WITH THE GROUND.  NE 1/4 SECTION 31, T 117, R 25.
 PP1917
 PP1917                          STATION RECOVERY (1980)
 PP1917
 PP1917'RECOVERY NOTE BY MN DEPT OF TRANSP 1980 (EGS)
 PP1917'THE MARK WAS RECOVERED IN GOOD CONDITION, LOCATED 0.2 MILE WEST ALONG
 PP1917'TRUNK HIGHWAY 7 FROM ITS JUNCTION WITH TRUNK HIGHWAY 25 NORTH OF MAYER
 PP1917'AND IS IN THE NE 1/4 OF SECTION 31, T117N, R25W.  THE MARK IS 89 FEET
 PP1917'WEST OF THE CENTER OF A FIELD ENTRANCE, 69 FEET SOUTH OF AND 4 FEET
 PP1917'LOWER THAN THE CENTERLINE OF HIGHWAY 7 AT ENGINEERS STATION 1309+46,
 PP1917'51 FEET EAST OF A POWER POLE AND 1 FOOT WEST OF A STEEL WITNESS POST.
 PP1917'THE MARK, A STANDARD MNHD BENCH MARK DISK STAMPED---1003 V 1972---, IS
 PP1917'SET IN THE TOP OF A MAGNETIC CONCRETE POST THAT IS FLUSH WITH THE
 PP1917'SURFACE OF THE GROUND.
 PP1917
 PP1917                          STATION RECOVERY (1998)
 PP1917
 PP1917'RECOVERY NOTE BY MN DEPT OF TRANSP 1998 (DKH)
 PP1917'RECOVERED AS DESCRIBED AT TH 7 MP 166.8, 2 FT (0.6 M) NORTH OF WIT
 PP1917'POST.
 PP1917
 PP1917                          STATION RECOVERY (2005)
 PP1917
 PP1917'RECOVERY NOTE BY MN DEPT OF TRANSP 2005 (MPP)
 PP1917'1.7 MILES NORTH-NORTHEAST OF MAYER, 0.13 MILES WEST OF JUNCTION OF
 PP1917'TRUNK HIGHWAY 7 AND TRUNK HIGHWAY 25, AT TRUNK HIGHWAY 7 MILEPIONT
 PP1917'166.8, 69 FEET SOUTH OF TRUNK HIGHWAY 7, 89.0 FEET EAST OF HELD
 PP1917'ENTRANCE, 51 FEET EAST OF POWER POLE, 2.0 FEET NORTH OF WITNESS POST
 PP1917
 PP1917                          STATION RECOVERY (2008)
 PP1917
 PP1917'RECOVERY NOTE BY MN DEPT OF TRANSP 2008 (PL)
 PP1917'RECOVERED AS DESCRIBED.
 PP1917
 PP1917                          STATION RECOVERY (2010)
 PP1917
 PP1917'RECOVERY NOTE BY MN DEPT OF TRANSP 2010 (MPP)
 PP1917'1.7 MILES NORTH-NORTHEAST OF MAYER, 1.75 MILES NORTHEAST ALONG TRUNK
 PP1917'HIGHWAY 25 FROM JUNCTION OF TRUNK HIGHWAY 25 AND COUNTY ROAD 30 IN
 PP1917'MAYER, THEN 0.13 MILE WEST ON TRUNK HIGHWAY 7, AT TRUNK HIGHWAY 7
 PP1917'MILEPOINT 166.8, 89.0 FEET EAST OF FIELD ENTRANCE, 69 FEET SOUTH OF
 PP1917'TRUNK HIGHWAY 7, 51 FEET EAST OF POWER-POLE, 2.0 FEET NORTH OF WITNESS
 PP1917'POST.
 PP1917
 PP1917                          STATION RECOVERY (2010)
 PP1917
 PP1917'RECOVERY NOTE BY MN DEPT OF TRANSP 2010 (MPP)
 PP1917'RECOVERED AS DESCRIBED.
 PP1917
 PP1917                          STATION RECOVERY (2019)
 PP1917
 PP1917'RECOVERY NOTE BY MN DEPT OF TRANSP 2019 (BRB)
 PP1917'RECOVERED AS DESCRIBED.
 PP1917
 PP1917                          STATION RECOVERY (2020)
 PP1917
 PP1917'RECOVERY NOTE BY MN DEPT OF TRANSP 2020 (KMS)
 PP1917'RECOVERED IN GOOD CONDITION.
 PP1917
 PP1917                          STATION RECOVERY (2024)
 PP1917
 PP1917'RECOVERY NOTE BY MN DEPT OF TRANSP 2024 (RMJ)
 PP1917'THE MARK WAS LOCATED ABOUT 1.7 MI (2.7 KM) NORTH-NORTHEAST OF MAYER,
 PP1917'1.75 MI (2.82 KM) NORTHEAST ALONG TRUNK HIGHWAY 25 FROM THE JUNCTION
 PP1917'OF TRUNK HIGHWAY 25 AND COUNTY ROAD 30 IN MAYER, THEN 0.13 MI (0.21
 PP1917'KM) WEST ON TRUNK HIGHWAY 7, AT TRUNK HIGHWAY 7 MILE POINT 166.8, 89.0
 PP1917'FT (27.1 M) EAST OF A FIELD ENTRANCE, 69.0 FT (21.0 M) SOUTH OF TRUNK
 PP1917'HIGHWAY 7, 51.0 FT (15.5 M) EAST OF A POWER-POLE, 2.0 FT (0.6 M) NORTH
 PP1917'OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 PP1928 ***********************************************************************
 PP1928  DESIGNATION -  1003 W
 PP1928  PID         -  PP1928
 PP1928  STATE/COUNTY-  MN/CARVER
 PP1928  COUNTRY     -  US
 PP1928  USGS QUAD   -  WATERTOWN (2019)
 PP1928
 PP1928                         *CURRENT SURVEY CONTROL
 PP1928  ______________________________________________________________________
 PP1928* NAD 83(1986) POSITION- 44 54 18.68   (N) 093 46 15.64   (W)   HD_HELD1
 PP1928* NAVD 88 ORTHO HEIGHT -   306.535 (meters)     1005.69  (feet) ADJUSTED
 PP1928  ______________________________________________________________________
 PP1928  GEOID HEIGHT    -        -27.219 (meters)                     GEOID18
 PP1928  DYNAMIC HEIGHT  -        306.518 (meters)     1005.63  (feet) COMP
 PP1928  MODELED GRAVITY -    980,550.3   (mgal)                       NAVD 88
 PP1928
 PP1928  VERT ORDER      -  SECOND    CLASS I
 PP1928
 PP1928.The horizontal coordinates were determined by differentially corrected
 PP1928.hand held GPS observations or other comparable positioning techniques
 PP1928.and have an estimated accuracy of +/- 3 meters.
 PP1928
 PP1928.The orthometric height was determined by differential leveling and
 PP1928.adjusted by the NATIONAL GEODETIC SURVEY
 PP1928.in May 2020.
 PP1928
 PP1928.Significant digits in the geoid height do not necessarily reflect accuracy.
 PP1928.GEOID18 height accuracy estimate available here.
 PP1928
 PP1928.Click photographs - Photos may exist for this station.
 PP1928
 PP1928.The dynamic height is computed by dividing the NAVD 88
 PP1928.geopotential number by the normal gravity value computed on the
 PP1928.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP1928.degrees latitude (g = 980.6199 gals.).
 PP1928
 PP1928.The modeled gravity was interpolated from observed gravity values.
 PP1928
 PP1928;                    North         East    Units  Estimated Accuracy
 PP1928;SPC MN S     -   311,716.2     818,083.8     MT  (+/- 3 meters HH1 GPS) 
 PP1928
 PP1928_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK3913272707(NAD 83)
 PP1928
 PP1928                          SUPERSEDED SURVEY CONTROL
 PP1928
 PP1928  NAVD 88 (06/15/91)  306.556  (m)         1005.76   (f) SUPERSEDED  2 1
 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
 PP1928.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PP1928.See file dsdata.pdf to determine how the superseded data were derived.
 PP1928
 PP1928_MARKER: DB = BENCH MARK DISK
 PP1928_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 PP1928_STAMPING: 1003 W 1972
 PP1928_MARK LOGO: MNHD
 PP1928_PROJECTION: FLUSH
 PP1928_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 PP1928_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PP1928_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 PP1928+SATELLITE: SATELLITE OBSERVATIONS - June 17, 2008
 PP1928
 PP1928  HISTORY     - Date     Condition        Report By
 PP1928  HISTORY     - 1972     MONUMENTED       MNHD
 PP1928  HISTORY     - 20060104 GOOD             MNDT
 PP1928  HISTORY     - 20080617 GOOD             MNDT
 PP1928
 PP1928                          STATION DESCRIPTION
 PP1928
 PP1928'DESCRIBED BY MN HIGHWAY DEPT 1972
 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, T117N, R25W.
 PP1928
 PP1928                          STATION RECOVERY (2006)
 PP1928
 PP1928'RECOVERY NOTE BY MN DEPT OF TRANSP 2006 (MPP)
 PP1928'RECOVERED AS DESCRIBED.
 PP1928
 PP1928                          STATION RECOVERY (2008)
 PP1928
 PP1928'RECOVERY NOTE BY MN DEPT OF TRANSP 2008 (PL)
 PP1928'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 AE1871 ***********************************************************************
 AE1871  DESIGNATION -  1003 X
 AE1871  PID         -  AE1871
 AE1871  STATE/COUNTY-  MN/CARVER
 AE1871  COUNTRY     -  US
 AE1871  USGS QUAD   -  MAYER (2019)
 AE1871
 AE1871                         *CURRENT SURVEY CONTROL
 AE1871  ______________________________________________________________________
 AE1871* NAD 83(1986) POSITION- 44 54 19.64   (N) 093 53 06.17   (W)   HD_HELD1
 AE1871* NAVD 88 ORTHO HEIGHT -   290.396 (meters)      952.74  (feet) ADJUSTED
 AE1871  ______________________________________________________________________
 AE1871  GEOID HEIGHT    -        -27.412 (meters)                     GEOID18
 AE1871  DYNAMIC HEIGHT  -        290.375 (meters)      952.67  (feet) COMP
 AE1871  MODELED GRAVITY -    980,534.1   (mgal)                       NAVD 88
 AE1871
 AE1871  VERT ORDER      -  SECOND    CLASS I
 AE1871
 AE1871.The horizontal coordinates were determined by differentially corrected
 AE1871.hand held GPS observations or other comparable positioning techniques
 AE1871.and have an estimated accuracy of +/- 3 meters.
 AE1871
 AE1871.The orthometric height was determined by differential leveling and
 AE1871.adjusted by the NATIONAL GEODETIC SURVEY
 AE1871.in May 2020.
 AE1871
 AE1871.Significant digits in the geoid height do not necessarily reflect accuracy.
 AE1871.GEOID18 height accuracy estimate available here.
 AE1871
 AE1871.Click photographs - Photos may exist for this station.
 AE1871
 AE1871.The dynamic height is computed by dividing the NAVD 88
 AE1871.geopotential number by the normal gravity value computed on the
 AE1871.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE1871.degrees latitude (g = 980.6199 gals.).
 AE1871
 AE1871.The modeled gravity was interpolated from observed gravity values.
 AE1871
 AE1871;                    North         East    Units  Estimated Accuracy
 AE1871;SPC MN S     -   311,726.8     809,078.1     MT  (+/- 3 meters HH1 GPS) 
 AE1871
 AE1871_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK3013072828(NAD 83)
 AE1871
 AE1871                          SUPERSEDED SURVEY CONTROL
 AE1871
 AE1871  NAVD 88 (12/02/97)  290.414  (m)          952.80   (f) SUPERSEDED  2 1
 AE1871
 AE1871.Superseded values are not recommended for survey control.
 AE1871
 AE1871.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE1871.See file dsdata.pdf to determine how the superseded data were derived.
 AE1871
 AE1871_MARKER: DB = BENCH MARK DISK
 AE1871_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 AE1871_SP_SET: BRIDGE ABUTMENT
 AE1871_STAMPING: 1003 X 1975
 AE1871_MARK LOGO: MNHD
 AE1871_MAGNETIC: N = NO MAGNETIC MATERIAL
 AE1871_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AE1871_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AE1871+SATELLITE: SATELLITE OBSERVATIONS - October 12, 2020
 AE1871
 AE1871  HISTORY     - Date     Condition        Report By
 AE1871  HISTORY     - 1975     MONUMENTED       MNHD
 AE1871  HISTORY     - 1980     GOOD             MNDT
 AE1871  HISTORY     - 20051006 GOOD             MNDT
 AE1871  HISTORY     - 20080617 GOOD             MNDT
 AE1871  HISTORY     - 20201012 GOOD             MNDT
 AE1871
 AE1871                          STATION DESCRIPTION
 AE1871
 AE1871'DESCRIBED BY MN DEPT OF TRANSP 1980 (EGS)
 AE1871'THE MARK IS LOCATED 0.8 MILE WEST ALONG TRUNK HIGHWAY 7 FROM ITS
 AE1871'JUNCTION WITH TRUNK HIGHWAY 25 NORTH OF MAYER AND IS IN THE NW 1/4 OF
 AE1871'SECTION 31, T117N, R25W.  THE MARK, A STANDARD MNHD BENCH MARK DISK
 AE1871'STAMPED---1003 X 1975---, IS SET IN THE SOUTHEAST CORNER OF BRIDGE
 AE1871'NUMBER 10023 CARRYING HIGHWAY 7 OVER THE SOUTH FORK CROW RIVER.
 AE1871
 AE1871                          STATION RECOVERY (2005)
 AE1871
 AE1871'RECOVERY NOTE BY MN DEPT OF TRANSP 2005 (MPP)
 AE1871'1.5 MILES NORTH OF MAYER, 0.8 MILES WEST OF JUNCTION OF TRUNK HIGHWAY
 AE1871'7 AND TRUNK HIGHWAY 25, AT TRUNK HIGHWAY  7 MILEPOINT 166.15, IN
 AE1871'SOUTHEAST CORNER OF TRUNK HIGHWAY 7 BRIDGE 10023 OVER SOUTH FORK OF
 AE1871'CROW RIVER
 AE1871
 AE1871                          STATION RECOVERY (2008)
 AE1871
 AE1871'RECOVERY NOTE BY MN DEPT OF TRANSP 2008 (PL)
 AE1871'RECOVERED AS DESCRIBED.
 AE1871
 AE1871                          STATION RECOVERY (2020)
 AE1871
 AE1871'RECOVERY NOTE BY MN DEPT OF TRANSP 2020 (KMS)
 AE1871'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 AE6378 ***********************************************************************
 AE6378  DESIGNATION -  1004 B
 AE6378  PID         -  AE6378
 AE6378  STATE/COUNTY-  MN/CARVER
 AE6378  COUNTRY     -  US
 AE6378  USGS QUAD   -  MOUND (2019)
 AE6378
 AE6378                         *CURRENT SURVEY CONTROL
 AE6378  ______________________________________________________________________
 AE6378* NAD 83(1986) POSITION- 44 53 18.09   (N) 093 39 28.02   (W)   HD_HELD1
 AE6378* NAVD 88 ORTHO HEIGHT -   290.003 (meters)      951.45  (feet) ADJUSTED
 AE6378  ______________________________________________________________________
 AE6378  GEOID HEIGHT    -        -26.906 (meters)                     GEOID18
 AE6378  DYNAMIC HEIGHT  -        289.994 (meters)      951.42  (feet) COMP
 AE6378  MODELED GRAVITY -    980,578.7   (mgal)                       NAVD 88
 AE6378
 AE6378  VERT ORDER      -  SECOND    CLASS I
 AE6378
 AE6378.The horizontal coordinates were determined by differentially corrected
 AE6378.hand held GPS observations or other comparable positioning techniques
 AE6378.and have an estimated accuracy of +/- 3 meters.
 AE6378
 AE6378.The orthometric height was determined by differential leveling and
 AE6378.adjusted by the NATIONAL GEODETIC SURVEY
 AE6378.in May 2020.
 AE6378
 AE6378.Significant digits in the geoid height do not necessarily reflect accuracy.
 AE6378.GEOID18 height accuracy estimate available here.
 AE6378
 AE6378.Click photographs - Photos may exist for this station.
 AE6378
 AE6378.The dynamic height is computed by dividing the NAVD 88
 AE6378.geopotential number by the normal gravity value computed on the
 AE6378.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE6378.degrees latitude (g = 980.6199 gals.).
 AE6378
 AE6378.The modeled gravity was interpolated from observed gravity values.
 AE6378
 AE6378;                    North         East    Units  Estimated Accuracy
 AE6378;SPC MN S     -   309,877.1     827,033.5     MT  (+/- 3 meters HH1 GPS) 
 AE6378
 AE6378_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK4805670758(NAD 83)
 AE6378
 AE6378                          SUPERSEDED SURVEY CONTROL
 AE6378
 AE6378  NAVD 88 (08/01/13)  290.015  (m)          951.49   (f) SUPERSEDED  2 1
 AE6378  NAVD 88 (11/23/99)  289.994  (m)          951.42   (f) SUPERSEDED  2 2
 AE6378
 AE6378.Superseded values are not recommended for survey control.
 AE6378
 AE6378.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE6378.See file dsdata.pdf to determine how the superseded data were derived.
 AE6378
 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_MARK LOGO: MNHD
 AE6378_PROJECTION: RECESSED 5 CENTIMETERS
 AE6378_MAGNETIC: I = MARKER IS A STEEL ROD
 AE6378_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AE6378_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AE6378+SATELLITE: SATELLITE OBSERVATIONS - August 02, 2011
 AE6378
 AE6378  HISTORY     - Date     Condition        Report By
 AE6378  HISTORY     - 19791101 MONUMENTED       MNHD
 AE6378  HISTORY     - 20021010 GOOD             USPSQD
 AE6378  HISTORY     - 20060408 GOOD             USPSQD
 AE6378  HISTORY     - 20110802 GOOD             MNDT
 AE6378
 AE6378                          STATION DESCRIPTION
 AE6378
 AE6378'DESCRIBED BY MN HIGHWAY DEPT 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.
 AE6378
 AE6378                          STATION RECOVERY (2011)
 AE6378
 AE6378'RECOVERY NOTE BY MN DEPT OF TRANSP 2011 (AKJ)
 AE6378'THE VERTICAL CONTROL MARK IS LOCATED ABOUT 4.6 MI (7.4 KM)
 AE6378'WEST-SOUTHWEST OF EXCELSIOR, 3.4 MI (5.5 KM) SOUTH OF MOUND AND 2.1 MI
 AE6378'(3.4 KM) NORTH OF VICTORIA.
 AE6378'
 AE6378'4.1 MILES SOUTHWEST OF EXCELSIOR, 4.1 MI (6.6 KM) WEST ALONG TRUNK
 AE6378'HIGHWAY 7 FROM THE JUNCTION OF TRUNK HIGHWAY 7 AND TRUNK HIGHWAY 41 IN
 AE6378'EXCELSIOR, AT TRUNK HIGHWAY 7 MILE POINT 177.8.
 AE6378'
 AE6378'THE VERTICAL CONTROL MARK IS FOUND 131 FT (39.9 M) NORTHWEST OF A
 AE6378'SEWER CONTROL BOX, 60 FT (18.3 M) SOUTHWEST OF TRUNK HIGHWAY 7, 57 FT
 AE6378'(17.4 M) WEST OF ENTRANCE TO ZUMBRO RIDGE, 45.0 FT (13.7 M) WEST OF A
 AE6378'POWER POLE WITH LIGHT AND TRANSFORMER AND 1.0 FT (0.3 M) NORTH OF A
 AE6378'WITNESS POST.
 AE6378'
 AE6378'NOTE-ROD DEPTH IS REPORTED TO BE 8 FEET.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 AE6379 ***********************************************************************
 AE6379  DESIGNATION -  1004 C
 AE6379  PID         -  AE6379
 AE6379  STATE/COUNTY-  MN/CARVER
 AE6379  COUNTRY     -  US
 AE6379  USGS QUAD   -  MOUND (2019)
 AE6379
 AE6379                         *CURRENT SURVEY CONTROL
 AE6379  ______________________________________________________________________
 AE6379* NAD 83(1986) POSITION- 44 53 10.3    (N) 093 39 03.8    (W)   HD_HELD2
 AE6379* NAVD 88 ORTHO HEIGHT -   292.860 (meters)      960.82  (feet) ADJUSTED
 AE6379  ______________________________________________________________________
 AE6379  GEOID HEIGHT    -        -26.885 (meters)                     GEOID18
 AE6379  DYNAMIC HEIGHT  -        292.852 (meters)      960.80  (feet) COMP
 AE6379  MODELED GRAVITY -    980,580.7   (mgal)                       NAVD 88
 AE6379
 AE6379  VERT ORDER      -  SECOND    CLASS I
 AE6379
 AE6379.The horizontal coordinates were established by autonomous hand held GPS
 AE6379.observations and have an estimated accuracy of +/- 10 meters.
 AE6379
 AE6379.The orthometric height was determined by differential leveling and
 AE6379.adjusted by the NATIONAL GEODETIC SURVEY
 AE6379.in May 2020.
 AE6379
 AE6379.Significant digits in the geoid height do not necessarily reflect accuracy.
 AE6379.GEOID18 height accuracy estimate available here.
 AE6379
 AE6379.Click photographs - Photos may exist for this station.
 AE6379
 AE6379.The dynamic height is computed by dividing the NAVD 88
 AE6379.geopotential number by the normal gravity value computed on the
 AE6379.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE6379.degrees latitude (g = 980.6199 gals.).
 AE6379
 AE6379.The modeled gravity was interpolated from observed gravity values.
 AE6379
 AE6379;                    North         East    Units  Estimated Accuracy
 AE6379;SPC MN S     -   309,639.      827,566.      MT  (+/- 10 meters HH2 GPS)
 AE6379
 AE6379_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK4858570514(NAD 83)
 AE6379
 AE6379                          SUPERSEDED SURVEY CONTROL
 AE6379
 AE6379  NAVD 88 (08/01/13)  292.871  (m)          960.86   (f) SUPERSEDED  2 1
 AE6379  NAVD 88 (11/23/99)  292.865  (m)          960.84   (f) SUPERSEDED  2 2
 AE6379
 AE6379.Superseded values are not recommended for survey control.
 AE6379
 AE6379.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE6379.See file dsdata.pdf to determine how the superseded data were derived.
 AE6379
 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_MARK LOGO: MNHD
 AE6379_PROJECTION: FLUSH
 AE6379_MAGNETIC: I = MARKER IS A STEEL ROD
 AE6379_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AE6379_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AE6379+SATELLITE: SATELLITE OBSERVATIONS - August 02, 2011
 AE6379
 AE6379  HISTORY     - Date     Condition        Report By
 AE6379  HISTORY     - 19791101 MONUMENTED       MNHD
 AE6379  HISTORY     - 20021010 MARK NOT FOUND   USPSQD
 AE6379  HISTORY     - 20060408 GOOD             USPSQD
 AE6379  HISTORY     - 20110802 GOOD             MNDT
 AE6379
 AE6379                          STATION DESCRIPTION
 AE6379
 AE6379'DESCRIBED BY MN HIGHWAY DEPT 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.
 AE6379
 AE6379                          STATION RECOVERY (2011)
 AE6379
 AE6379'RECOVERY NOTE BY MN DEPT OF TRANSP 2011 (AKJ)
 AE6379'THE VERTICAL CONTROL MARK IS LOCATED ABOUT 4.3 MI (6.9 KM)
 AE6379'WEST-SOUTHWEST OF EXCELSIOR, 3.6 MI (5.8 KM) SOUTH-SOUTHEAST OF MOUND
 AE6379'AND 2.0 MI (3.2 KM) NORTH-NORTHEAST OF VICTORIA.
 AE6379'
 AE6379'3.7 MILES SOUTHWEST OF EXCELSIOR, 3.7 MI (6.0 KM) WEST ALONG TRUNK
 AE6379'HIGHWAY 7 FROM THE JUNCTION OF TRUNK HIGHWAY 7 AND TRUNK HIGHWAY 41 IN
 AE6379'EXCELSIOR, AT TRUNK HIGHWAY 7 MILE POINT 178.1.
 AE6379'
 AE6379'THE VERTICAL CONTROL MARK IS FOUND 47 FT (14.3 M) SOUTH OF TRUNK
 AE6379'HIGHWAY 7, 15 FT (4.6 M) WEST OF A FIELD ENTRANCE THAT HAS BEEN
 AE6379'COVERED BY A GUARDRAIL AND 1.0 FT (0.3 M) NORTH OF A WITNESS POST.
 AE6379'
 AE6379'NOTE-ROD DEPTH IS REPORTED TO BE 8 FEET.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 AE6380 ***********************************************************************
 AE6380  DESIGNATION -  1004 D
 AE6380  PID         -  AE6380
 AE6380  STATE/COUNTY-  MN/CARVER
 AE6380  COUNTRY     -  US
 AE6380  USGS QUAD   -  MOUND (2019)
 AE6380
 AE6380                         *CURRENT SURVEY CONTROL
 AE6380  ______________________________________________________________________
 AE6380* NAD 83(1986) POSITION- 44 52 48.7    (N) 093 38 03.7    (W)   HD_HELD2
 AE6380* NAVD 88 ORTHO HEIGHT -   290.953 (meters)      954.57  (feet) ADJUSTED
 AE6380  ______________________________________________________________________
 AE6380  GEOID HEIGHT    -        -26.839 (meters)                     GEOID18
 AE6380  DYNAMIC HEIGHT  -        290.946 (meters)      954.55  (feet) COMP
 AE6380  MODELED GRAVITY -    980,585.7   (mgal)                       NAVD 88
 AE6380
 AE6380  VERT ORDER      -  SECOND    CLASS II
 AE6380
 AE6380.The horizontal coordinates were established by autonomous hand held GPS
 AE6380.observations and have an estimated accuracy of +/- 10 meters.
 AE6380
 AE6380.The orthometric height was determined by differential leveling and
 AE6380.adjusted by the NATIONAL GEODETIC SURVEY
 AE6380.in November 1999.
 AE6380
 AE6380.Significant digits in the geoid height do not necessarily reflect accuracy.
 AE6380.GEOID18 height accuracy estimate available here.
 AE6380
 AE6380.Click photographs - Photos may exist for this station.
 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     -   308,978.      828,888.      MT  (+/- 10 meters HH2 GPS)
 AE6380
 AE6380_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK4989869837(NAD 83)
 AE6380
 AE6380                          SUPERSEDED SURVEY CONTROL
 AE6380
 AE6380.No superseded survey control is available for this station.
 AE6380
 AE6380_MARKER: DV = VERTICAL CONTROL DISK
 AE6380_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 AE6380+WITH SETTING: INTO GROUND
 AE6380_STAMPING: 1004 D 1979
 AE6380_MARK LOGO: MNHD
 AE6380_MAGNETIC: I = MARKER IS A STEEL ROD
 AE6380_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AE6380
 AE6380  HISTORY     - Date     Condition        Report By
 AE6380  HISTORY     - 1979     MONUMENTED       MNHD
 AE6380  HISTORY     - 20021010 MARK NOT FOUND   USPSQD
 AE6380  HISTORY     - 20071015 MARK NOT FOUND   USPSQD
 AE6380  HISTORY     - 20080402 MARK NOT FOUND   MNDT
 AE6380
 AE6380                          STATION DESCRIPTION
 AE6380
 AE6380'DESCRIBED BY MN HIGHWAY DEPT 1979 (EGS)
 AE6380'THE MARK IS LOCATED IN THE TOWN OF VICTORIA 2.7 MILES WESTERLY ALONG
 AE6380'TRUNK HIGHWAY 7 FROM ITS JUNCTION WITH TRUNK HIGHWAY 41 IN EXCELSIOR,
 AE6380'NEAR A FIELD ENTRANCE SOUTH AND IS IN THE SW 1/4 SECTION 6, T116N,
 AE6380'R23W.  THE MARK IS 315 FEET WEST OF THE CHICAGO AND NORTHWESTERN
 AE6380'RAILROAD CROSSING, 51 FEET SOUTH OF AND ABOUT 1 FOOT LOWER THAN THE
 AE6380'CENTERLINE OF HIGHWAY 7 AT ENGINEERS STATION 1960+15 AND MILEPOINT
 AE6380'179.1, 9 FEET WEST OF THE CENTER OF FIELD ENTRANCE AND 1 FOOT NORTH OF
 AE6380'A STEEL WITNESS POST.  THE MARK, A STANDARD MNDT VERTICAL CONTROL
 AE6380'MONUMENT DISK STAMPED---1004 D 1979---, IS FASTENED TO THE TOP OF A 8
 AE6380'FOOT LONG COPPER-CLAD STEEL ROD (MAGNETIC) WITH 4 INCHES OF STEEL SIGN
 AE6380'POST BOLTED TO THE BOTTOM AND SET IN 8 INCHES OF CONCRETE IN A 6 INCH
 AE6380'DIAMETER HOLE.
 AE6380
 AE6380                          STATION RECOVERY (2002)
 AE6380
 AE6380'RECOVERY NOTE BY US POWER SQUADRON 2002 (SL)
 AE6380'HWY 7 NEW CONSTRUCTION BURIED MARKER SITE
 AE6380
 AE6380                          STATION RECOVERY (2007)
 AE6380
 AE6380'RECOVERY NOTE BY US POWER SQUADRON 2007 (REA)
 AE6380'WITNESS POST FOUND AS DESCRIBED.  DUG 8 INCHES DEEP 1 FOOT NORTH OF
 AE6380'WP BUT DID NOT FIND MARK.  WP IS 9 FEET SOUTH OF SOUTH EDGE OF STATE
 AE6380'HWY 7 AND 76 FEET EAST OF CENTERLINE OF UNPAVED ROAD, FOXGLOVE
 AE6380'CIRCLE, WHICH INTERSECTS SOUTH SIDE OF HWY 7.
 AE6380
 AE6380                          STATION RECOVERY (2008)
 AE6380
 AE6380'RECOVERY NOTE BY MN DEPT OF TRANSP 2008 (DAS)
 AE6380'THE MARK WAS NOT RECOVERED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 AE6381 ***********************************************************************
 AE6381  DESIGNATION -  1004 E
 AE6381  PID         -  AE6381
 AE6381  STATE/COUNTY-  MN/CARVER
 AE6381  COUNTRY     -  US
 AE6381  USGS QUAD   -  MOUND (2019)
 AE6381
 AE6381                         *CURRENT SURVEY CONTROL
 AE6381  ______________________________________________________________________
 AE6381* NAD 83(2011) POSITION- 44 53 01.33868(N) 093 37 31.60447(W)   ADJUSTED
 AE6381* NAD 83(2011) ELLIP HT-   267.736 (meters)        (06/27/12)   ADJUSTED
 AE6381* NAD 83(2011) EPOCH   -  2010.00
 AE6381* NAVD 88 ORTHO HEIGHT -   294.556 (meters)      966.39  (feet) ADJUSTED
 AE6381  ______________________________________________________________________
 AE6381  GEOID HEIGHT    -        -26.832 (meters)                     GEOID18
 AE6381  NAD 83(2011) X  -   -286,253.479 (meters)                     COMP
 AE6381  NAD 83(2011) Y  - -4,517,850.384 (meters)                     COMP
 AE6381  NAD 83(2011) Z  -  4,478,389.485 (meters)                     COMP
 AE6381  LAPLACE CORR    -          3.95  (seconds)                    DEFLEC18
 AE6381  DYNAMIC HEIGHT  -        294.550 (meters)      966.37  (feet) COMP
 AE6381  MODELED GRAVITY -    980,586.3   (mgal)                       NAVD 88
 AE6381
 AE6381  VERT ORDER      -  SECOND    CLASS I
 AE6381
 AE6381  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AE6381  Standards:
 AE6381         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AE6381            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AE6381  -------------------------------------------------------------------
 AE6381  NETWORK    0.24   0.43           0.11   0.08   0.22      0.12424635
 AE6381  -------------------------------------------------------------------
 AE6381  Click here for local accuracies and other accuracy information.
 AE6381
 AE6381.The horizontal coordinates were established by GPS observations
 AE6381.and adjusted by the National Geodetic Survey in June 2012.
 AE6381
 AE6381.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AE6381.been affixed to the stable North American tectonic plate. See 
 AE6381.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AE6381
 AE6381.The horizontal coordinates are valid at the epoch date displayed above
 AE6381.which is a decimal equivalence of Year/Month/Day.
 AE6381
 AE6381.The orthometric height was determined by differential leveling and
 AE6381.adjusted by the NATIONAL GEODETIC SURVEY
 AE6381.in May 2020.
 AE6381
 AE6381.Significant digits in the geoid height do not necessarily reflect accuracy.
 AE6381.GEOID18 height accuracy estimate available here.
 AE6381
 AE6381.Click photographs - Photos may exist for this station.
 AE6381
 AE6381.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AE6381
 AE6381.The Laplace correction was computed from DEFLEC18 derived deflections.
 AE6381
 AE6381.The ellipsoidal height was determined by GPS observations
 AE6381.and is referenced to NAD 83.
 AE6381
 AE6381.The dynamic height is computed by dividing the NAVD 88
 AE6381.geopotential number by the normal gravity value computed on the
 AE6381.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE6381.degrees latitude (g = 980.6199 gals.).
 AE6381
 AE6381.The modeled gravity was interpolated from observed gravity values.
 AE6381
 AE6381. The following values were computed from the NAD 83(2011) position.
 AE6381
 AE6381;                    North         East     Units Scale Factor Converg.
 AE6381;SPC MN S     -   309,371.275   829,590.349   MT  0.99994426   +0 15 45.1
 AE6381;SPC MN S     - 1,014,995.59  2,721,747.67   sFT  0.99994426   +0 15 45.1
 AE6381;UTM  15      - 4,970,221.903   450,605.691   MT  0.99963000   -0 26 28.9
 AE6381
 AE6381!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AE6381!SPC MN S     -   0.99995802  x   0.99994426  =   0.99990229
 AE6381!UTM  15      -   0.99995802  x   0.99963000  =   0.99958804
 AE6381
 AE6381_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK5060570221(NAD 83)
 AE6381
 AE6381                          SUPERSEDED SURVEY CONTROL
 AE6381
 AE6381  NAD 83(2007)-  44 53 01.33900(N)    093 37 31.60511(W) AD(2002.00) 1
 AE6381  ELLIP H (02/25/11)  267.761  (m)                       GP(2002.00) 2 1
 AE6381  NAVD 88             294.56   (m)          966.4    (f) LEVELING    3  
 AE6381  NAVD 88 (11/23/99)  294.564  (m)          966.42   (f) SUPERSEDED  2 2
 AE6381
 AE6381.Superseded values are not recommended for survey control.
 AE6381
 AE6381.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE6381.See file dsdata.pdf to determine how the superseded data were derived.
 AE6381
 AE6381_MARKER: DV = VERTICAL CONTROL DISK
 AE6381_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 AE6381+WITH SETTING: INTO GROUND
 AE6381_STAMPING: 1004 E 1979
 AE6381_MARK LOGO: MNHD
 AE6381_PROJECTION: RECESSED 5 CENTIMETERS
 AE6381_MAGNETIC: I = MARKER IS A STEEL ROD
 AE6381_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AE6381_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AE6381+SATELLITE: SATELLITE OBSERVATIONS - August 04, 2011
 AE6381
 AE6381  HISTORY     - Date     Condition        Report By
 AE6381  HISTORY     - 19791101 MONUMENTED       MNHD
 AE6381  HISTORY     - 20021010 GOOD             USPSQD
 AE6381  HISTORY     - 20060408 GOOD             USPSQD
 AE6381  HISTORY     - 20080612 GOOD             MNDT
 AE6381  HISTORY     - 20110804 GOOD             MNDT
 AE6381
 AE6381                          STATION DESCRIPTION
 AE6381
 AE6381'DESCRIBED BY MN HIGHWAY DEPT 1979 (EGS)
 AE6381'THE MARK IS LOCATED IN THE TOWN OF VICTORIA 2.3 MILES WESTERLY ALONG
 AE6381'TRUNK HIGHWAY 7 FROM ITS JUNCTION WITH TRUNK HIGHWAY 41 IN EXCELSIOR,
 AE6381'225 FEET WEST OF LESLEE CURVE AND IS IN THE SE 1/4 OF SECTION 6,
 AE6381'T116N, R23W.  THE MARK IS 62 FEET SOUTHEAST OF AND ABOUT 1 FOOT LOWER
 AE6381'THAN THE CENTERLINE OF HIGHWAY 7 AT ENGINEERS STATION 1982+10 AND
 AE6381'MILEPOINT 179.5, 81 FEET SOUTHWEST OF A POWER POLE AND 1 FOOT NORTH OF
 AE6381'A STEEL WITNESS POST.  THE MARK, A STANDARD MNDT VERTICAL CONTROL
 AE6381'MONUMENT DISK STAMPED---1004 E 1979---, IS FASTENED TO THE TOP A 8
 AE6381'FOOT LONG COPPER-CLAD STEEL ROD (MAGNETIC) WITH 4 INCHES OF STEEL SIGN
 AE6381'POST BOLTED TO THE BOTTOM AND SET IN 8 INCHES OF CONCRETE IN A 6 INCH
 AE6381'DIAMETER HOLE.
 AE6381
 AE6381                          STATION RECOVERY (2002)
 AE6381
 AE6381'RECOVERY NOTE BY US POWER SQUADRON 2002 (SL)
 AE6381'MARKER IN PVC PIPE DAMAGED BY CONSTRUCTIOON
 AE6381
 AE6381                          STATION RECOVERY (2006)
 AE6381
 AE6381'RECOVERY NOTE BY US POWER SQUADRON 2006 (JCH)
 AE6381'RECOVERED IN GOOD CONDITION.
 AE6381
 AE6381                          STATION RECOVERY (2008)
 AE6381
 AE6381'RECOVERY NOTE BY MN DEPT OF TRANSP 2008 (DAS)
 AE6381'THE MARK WAS RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.
 AE6381'THE MARK IS 2.3 MILES SOUTHWEST OF EXCELSIOR, 2.3 MILES WEST ALONG
 AE6381'TRUNK HIGHWAY 7 FROM JUNCTION OF TRUNK HIGHWAY 7 AND TRUNK HIGHWAY 41
 AE6381'IN EXCELSIOR, AT TRUNK HIGHWAY 7 MILEPOINT 179.5, 225 FEET WEST OF
 AE6381'LESLEE CURVE, 81 FEET SOUTHWEST OF POWER POLE, 62 FEET SOUTHEAST OF
 AE6381'TRUNK HIGHWAY 7, 1.0 FOOT NORTH OF WITNESS POST.
 AE6381
 AE6381                          STATION RECOVERY (2011)
 AE6381
 AE6381'RECOVERY NOTE BY MN DEPT OF TRANSP 2011 (AKJ)
 AE6381'NOTE-ROD DEPTH IS REPORTED TO BE 8 FEET.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 AE6382 ***********************************************************************
 AE6382  DESIGNATION -  1004 F
 AE6382  PID         -  AE6382
 AE6382  STATE/COUNTY-  MN/CARVER
 AE6382  COUNTRY     -  US
 AE6382  USGS QUAD   -  EXCELSIOR (2019)
 AE6382
 AE6382                         *CURRENT SURVEY CONTROL
 AE6382  ______________________________________________________________________
 AE6382* NAD 83(1986) POSITION- 44 53 28.55   (N) 093 36 28.76   (W)   HD_HELD1
 AE6382* NAVD 88 ORTHO HEIGHT -   299.259 (meters)      981.82  (feet) ADJUSTED
 AE6382  ______________________________________________________________________
 AE6382  GEOID HEIGHT    -        -26.821 (meters)                     GEOID18
 AE6382  DYNAMIC HEIGHT  -        299.253 (meters)      981.80  (feet) COMP
 AE6382  MODELED GRAVITY -    980,587.6   (mgal)                       NAVD 88
 AE6382
 AE6382  VERT ORDER      -  SECOND    CLASS I
 AE6382
 AE6382.The horizontal coordinates were determined by differentially corrected
 AE6382.hand held GPS observations or other comparable positioning techniques
 AE6382.and have an estimated accuracy of +/- 3 meters.
 AE6382
 AE6382.The orthometric height was determined by differential leveling and
 AE6382.adjusted by the NATIONAL GEODETIC SURVEY
 AE6382.in May 2020.
 AE6382
 AE6382.Significant digits in the geoid height do not necessarily reflect accuracy.
 AE6382.GEOID18 height accuracy estimate available here.
 AE6382
 AE6382.Click photographs - Photos may exist for this station.
 AE6382
 AE6382.The dynamic height is computed by dividing the NAVD 88
 AE6382.geopotential number by the normal gravity value computed on the
 AE6382.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE6382.degrees latitude (g = 980.6199 gals.).
 AE6382
 AE6382.The modeled gravity was interpolated from observed gravity values.
 AE6382
 AE6382;                    North         East    Units  Estimated Accuracy
 AE6382;SPC MN S     -   310,217.7     830,965.4     MT  (+/- 3 meters HH1 GPS) 
 AE6382
 AE6382_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK5199071051(NAD 83)
 AE6382
 AE6382                          SUPERSEDED SURVEY CONTROL
 AE6382
 AE6382  NAVD 88 (08/01/13)  299.264  (m)          981.84   (f) SUPERSEDED  2 1
 AE6382  NAVD 88 (11/23/99)  299.134  (m)          981.41   (f) SUPERSEDED  2 2
 AE6382
 AE6382.Superseded values are not recommended for survey control.
 AE6382
 AE6382.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE6382.See file dsdata.pdf to determine how the superseded data were derived.
 AE6382
 AE6382_MARKER: DV = VERTICAL CONTROL DISK
 AE6382_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 AE6382_STAMPING: 1004 F 1979
 AE6382_MARK LOGO: MNHD
 AE6382_PROJECTION: FLUSH
 AE6382_MAGNETIC: I = MARKER IS A STEEL ROD
 AE6382_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AE6382_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AE6382+SATELLITE: SATELLITE OBSERVATIONS - August 03, 2011
 AE6382
 AE6382  HISTORY     - Date     Condition        Report By
 AE6382  HISTORY     - 19791101 MONUMENTED       MNHD
 AE6382  HISTORY     - 20021010 MARK NOT FOUND   USPSQD
 AE6382  HISTORY     - 20060408 GOOD             USPSQD
 AE6382  HISTORY     - 20110803 GOOD             MNDT
 AE6382
 AE6382                          STATION DESCRIPTION
 AE6382
 AE6382'DESCRIBED BY MN HIGHWAY DEPT 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.
 AE6382
 AE6382                          STATION RECOVERY (2011)
 AE6382
 AE6382'RECOVERY NOTE BY MN DEPT OF TRANSP 2011 (EMS)
 AE6382'THE VERTICAL CONTROL MARK IS LOCATED ABOUT 4.2 MI (6.8 KM) SOUTHEAST
 AE6382'OF MOUND, 3.5 MI (5.6 KM) NORTHEAST OF VICTORIA AND 2.2 MI (3.5 KM)
 AE6382'WEST-SOUTHWEST OF EXCELSIOR.
 AE6382'
 AE6382'1.2 MILES SOUTHWEST OF EXCELSIOR, 1.2 MI (1.9 KM) WEST ALONG TRUNK
 AE6382'HIGHWAY 7 FROM THE JUNCTION OF TRUNK HIGHWAY 7 AND TRUNK HIGHWAY 41 IN
 AE6382'EXCELSIOR, AT TRUNK HIGHWAY 7 MILE POINT 180.6.
 AE6382'
 AE6382'THE VERTICAL CONTROL MARK IS FOUND 66.0 FT (20.1 M) SOUTH OF TRUNK
 AE6382'HIGHWAY 7, 48.0 FT (14.6 M) NORTH OF EXTENDED ELM TREE AVENUE, 5.0 FT
 AE6382'(1.5 M) NORTH OF A POWER-POLE AND 1.0 FT (0.3 M) NORTH OF A WITNESS
 AE6382'POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 AE6383 ***********************************************************************
 AE6383  DESIGNATION -  1004 G
 AE6383  PID         -  AE6383
 AE6383  STATE/COUNTY-  MN/CARVER
 AE6383  COUNTRY     -  US
 AE6383  USGS QUAD   -  EXCELSIOR (2019)
 AE6383
 AE6383                         *CURRENT SURVEY CONTROL
 AE6383  ______________________________________________________________________
 AE6383* NAD 83(1986) POSITION- 44 53 29.42   (N) 093 35 46.46   (W)   HD_HELD1
 AE6383* NAVD 88 ORTHO HEIGHT -   293.403 (meters)      962.61  (feet) ADJUSTED
 AE6383  ______________________________________________________________________
 AE6383  GEOID HEIGHT    -        -26.807 (meters)                     GEOID18
 AE6383  DYNAMIC HEIGHT  -        293.398 (meters)      962.59  (feet) COMP
 AE6383  MODELED GRAVITY -    980,589.4   (mgal)                       NAVD 88
 AE6383
 AE6383  VERT ORDER      -  SECOND    CLASS I
 AE6383
 AE6383.The horizontal coordinates were determined by differentially corrected
 AE6383.hand held GPS observations or other comparable positioning techniques
 AE6383.and have an estimated accuracy of +/- 3 meters.
 AE6383
 AE6383.The orthometric height was determined by differential leveling and
 AE6383.adjusted by the NATIONAL GEODETIC SURVEY
 AE6383.in May 2020.
 AE6383
 AE6383.Significant digits in the geoid height do not necessarily reflect accuracy.
 AE6383.GEOID18 height accuracy estimate available here.
 AE6383
 AE6383.Click photographs - Photos may exist for this station.
 AE6383
 AE6383.The dynamic height is computed by dividing the NAVD 88
 AE6383.geopotential number by the normal gravity value computed on the
 AE6383.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE6383.degrees latitude (g = 980.6199 gals.).
 AE6383
 AE6383.The modeled gravity was interpolated from observed gravity values.
 AE6383
 AE6383;                    North         East    Units  Estimated Accuracy
 AE6383;SPC MN S     -   310,249.1     831,893.4     MT  (+/- 3 meters HH1 GPS) 
 AE6383
 AE6383_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK5291871071(NAD 83)
 AE6383
 AE6383                          SUPERSEDED SURVEY CONTROL
 AE6383
 AE6383  NAVD 88 (08/01/13)  293.406  (m)          962.62   (f) SUPERSEDED  2 1
 AE6383  NAVD 88 (11/23/99)  293.411  (m)          962.63   (f) SUPERSEDED  2 2
 AE6383
 AE6383.Superseded values are not recommended for survey control.
 AE6383
 AE6383.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE6383.See file dsdata.pdf to determine how the superseded data were derived.
 AE6383
 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: 10004 G 1979
 AE6383_MARK LOGO: MNHD
 AE6383_PROJECTION: RECESSED 8 CENTIMETERS
 AE6383_MAGNETIC: I = MARKER IS A STEEL ROD
 AE6383_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AE6383_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AE6383+SATELLITE: SATELLITE OBSERVATIONS - August 03, 2011
 AE6383_ROD/PIPE-DEPTH: 2.4 meters
 AE6383
 AE6383  HISTORY     - Date     Condition        Report By
 AE6383  HISTORY     - 19791101 MONUMENTED       MNHD
 AE6383  HISTORY     - 20021010 GOOD             USPSQD
 AE6383  HISTORY     - 20071015 GOOD             USPSQD
 AE6383  HISTORY     - 20110803 GOOD             MNDT
 AE6383
 AE6383                          STATION DESCRIPTION
 AE6383
 AE6383'DESCRIBED BY MN HIGHWAY DEPT 1979 (EGS)
 AE6383'THE MARK IS LOCATED IN THE TOWN OF CHANHASSEN 0.6 MILES WEST ALONG
 AE6383'TRUNK HIGHWAY 7 FROM ITS JUNCTION WITH TRUNK HIGHWAY 41 IN EXCELSIOR,
 AE6383'250 FEET WEST OF WASHTA BAY ROAD AND IS IN THE NW 1/4 OF SECTION 4,
 AE6383'T116N, R23W.  THE MARK IS 72 FEET SOUTH OF AND ABOUT LEVEL WITH THE
 AE6383'CENTERLINE OF HIGHWAY 7 AT ENGINEERS STATION 2067+15 AND MILEPOINT
 AE6383'181.2, 40 FEET NORTHWEST OF THE CORNER OF A CHAIN LINK FENCE AND 1
 AE6383'FOOT NORTH OF A STEEL WITNESS POST.  THE MARK, A STANDARD MNDT
 AE6383'VERTICAL CONTROL MONUMENT DISK STAMPED---1004 G 1979---, IS FASTENED
 AE6383'TO THE TOP OF AN 8 FOOT LONG COPPER-CLAD STEEL ROD (MAGNETIC) WITH 4
 AE6383'INCHES OF STEEL SIGN POST BOLTED TO THE BOTTOM AND IS SET IN 8 INCHES
 AE6383'OF CONCRETE IN A 6 INCH DIAMETER HOLE.  THE MARK IS BURIED 3 INCHES
 AE6383'BELOW THE SURFACE OF THE GROUND.
 AE6383
 AE6383                          STATION RECOVERY (2002)
 AE6383
 AE6383'RECOVERY NOTE BY US POWER SQUADRON 2002 (SL)
 AE6383'MARKER INSIDE 6 INCH PVC PIPE
 AE6383
 AE6383                          STATION RECOVERY (2007)
 AE6383
 AE6383'RECOVERY NOTE BY US POWER SQUADRON 2007 (REA)
 AE6383'RECOVERED IN GOOD CONDITION.
 AE6383
 AE6383                          STATION RECOVERY (2011)
 AE6383
 AE6383'RECOVERY NOTE BY MN DEPT OF TRANSP 2011 (EMS)
 AE6383'THE VERTICAL CONTROL MARK IS LOCATED ABOUT 4.6 MI (7.4 KM) SOUTHEAST
 AE6383'OF MOUND, 3.9 MI (6.3 KM) NORTHEAST OF VICTORIA AND 1.7 MI (2.7 KM)
 AE6383'WEST-SOUTHWEST OF EXCELSIOR.
 AE6383'
 AE6383'0.6 MILE SOUTHWEST OF EXCELSIOR, 0.6 MI (1.0 KM) WEST ALONG TRUNK
 AE6383'HIGHWAY 7 FROM THE JUNCTION OF TRUNK HIGHWAY 7 AND TRUNK HIGHWAY 41 IN
 AE6383'EXCELSIOR, AT TRUNK HIGHWAY 7 MILE POINT 181.2.
 AE6383'
 AE6383'THE VERTICAL CONTROL MARK IS FOUND 250.0 FT (76.2 M) WEST OF WASHTA
 AE6383'BAY ROAD, 72.0 FT (21.9 M) SOUTH OF TRUNK HIGHWAY 7 AND 1.0 FT (0.3 M)
 AE6383'NORTH OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 AE5182 ***********************************************************************
 AE5182  DESIGNATION -  1004 H
 AE5182  PID         -  AE5182
 AE5182  STATE/COUNTY-  MN/CARVER
 AE5182  COUNTRY     -  US
 AE5182  USGS QUAD   -  EXCELSIOR (2019)
 AE5182
 AE5182                         *CURRENT SURVEY CONTROL
 AE5182  ______________________________________________________________________
 AE5182* NAD 83(1986) POSITION- 44 53 28.00   (N) 093 35 07.63   (W)   HD_HELD1
 AE5182* NAVD 88 ORTHO HEIGHT -   299.863 (meters)      983.80  (feet) ADJUSTED
 AE5182  ______________________________________________________________________
 AE5182  GEOID HEIGHT    -        -26.795 (meters)                     GEOID18
 AE5182  DYNAMIC HEIGHT  -        299.858 (meters)      983.78  (feet) COMP
 AE5182  MODELED GRAVITY -    980,590.8   (mgal)                       NAVD 88
 AE5182
 AE5182  VERT ORDER      -  SECOND    CLASS I
 AE5182
 AE5182.The horizontal coordinates were determined by differentially corrected
 AE5182.hand held GPS observations or other comparable positioning techniques
 AE5182.and have an estimated accuracy of +/- 3 meters.
 AE5182
 AE5182.The orthometric height was determined by differential leveling and
 AE5182.adjusted by the NATIONAL GEODETIC SURVEY
 AE5182.in May 2020.
 AE5182
 AE5182.Significant digits in the geoid height do not necessarily reflect accuracy.
 AE5182.GEOID18 height accuracy estimate available here.
 AE5182
 AE5182.Click photographs - Photos may exist for this station.
 AE5182
 AE5182.The dynamic height is computed by dividing the NAVD 88
 AE5182.geopotential number by the normal gravity value computed on the
 AE5182.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE5182.degrees latitude (g = 980.6199 gals.).
 AE5182
 AE5182.The modeled gravity was interpolated from observed gravity values.
 AE5182
 AE5182;                    North         East    Units  Estimated Accuracy
 AE5182;SPC MN S     -   310,209.5     832,745.7     MT  (+/- 3 meters HH1 GPS) 
 AE5182
 AE5182_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK5377071021(NAD 83)
 AE5182
 AE5182                          SUPERSEDED SURVEY CONTROL
 AE5182
 AE5182  NAVD 88 (08/01/13)  299.863  (m)          983.80   (f) SUPERSEDED  2 1
 AE5182  NAVD 88 (11/23/99)  299.864  (m)          983.80   (f) SUPERSEDED  2 1
 AE5182
 AE5182.Superseded values are not recommended for survey control.
 AE5182
 AE5182.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE5182.See file dsdata.pdf to determine how the superseded data were derived.
 AE5182
 AE5182_MARKER: DV = VERTICAL CONTROL 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: MNHD
 AE5182_PROJECTION: RECESSED 5 CENTIMETERS
 AE5182_MAGNETIC: I = MARKER IS A STEEL ROD
 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, 2011
 AE5182
 AE5182  HISTORY     - Date     Condition        Report By
 AE5182  HISTORY     - 19791101 MONUMENTED       MNHD
 AE5182  HISTORY     - 1979     GOOD             MNDT
 AE5182  HISTORY     - 19920803 GOOD             MNDT
 AE5182  HISTORY     - 20021010 GOOD             USPSQD
 AE5182  HISTORY     - 20071015 GOOD             USPSQD
 AE5182  HISTORY     - 20110803 GOOD             MNDT
 AE5182
 AE5182                          STATION DESCRIPTION
 AE5182
 AE5182'DESCRIBED BY MN DEPT OF TRANSP 1979 (EGS)
 AE5182'RECOVERED IN GOOD CONDITION.
 AE5182
 AE5182                          STATION RECOVERY (1992)
 AE5182
 AE5182'RECOVERY NOTE BY MN DEPT OF TRANSP 1992 (HTS)
 AE5182'ABOUT 0.1 MI (0.2 KM) SOUTHWEST OF EXCELSIOR, 0.25 MILES (0.40 KM)
 AE5182'WEST OF JUNCTION TH 7 AND TH 41, 70 FEET (21.3 M) SOUTH OF TH 7, AT TH
 AE5182'7 MILEPOST 181.75, 350 FEET (106.7 M) WEST OF ORIOLE AVE, 81 FEET
 AE5182'(24.7 M) NORTHEAST OF NORTHEAST CORNER OF NURSERY BUILDING, 5.9 FEET
 AE5182'(1.5 M) NORTH OF WITNESS AND R/W POST.  IT IS A STANDARD VCM DISK ON
 AE5182'TOP 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.
 AE5182
 AE5182                          STATION RECOVERY (2002)
 AE5182
 AE5182'RECOVERY NOTE BY US POWER SQUADRON 2002 (SL)
 AE5182'MARKER IS 3.5 FT NORTH OF WITNESS POST
 AE5182
 AE5182                          STATION RECOVERY (2007)
 AE5182
 AE5182'RECOVERY NOTE BY US POWER SQUADRON 2007 (REA)
 AE5182'MARK IS NORTHEAST OF THE NORTHEAST CORNER OF A ONE STORY OFFICE
 AE5182'BUILDING AND IS UNDER THE BRANCHES OF A LARGE SPRUCE TREE.
 AE5182
 AE5182                          STATION RECOVERY (2011)
 AE5182
 AE5182'RECOVERY NOTE BY MN DEPT OF TRANSP 2011 (EMS)
 AE5182'THE VERTICAL CONTROL MARK IS LOCATED ABOUT 5.0 MI (8.0 KM) SOUTHEAST
 AE5182'OF MOUND, 4.4 MI (7.1 KM) EAST-NORTHEAST OF VICTORIA AND 1.3 MI (2.1
 AE5182'KM) SOUTHWEST OF EXCELSIOR.
 AE5182'
 AE5182'0.1 MILE SOUTHWEST OF EXCELSIOR, 0.25 MI (0.4 KM) WEST ALONG TRUNK
 AE5182'HIGHWAY 7 FROM THE JUNCTION OF TRUNK HIGHWAY 7 AND TRUNK HIGHWAY 41 IN
 AE5182'EXCELSIOR, AT TRUNK HIGHWAY 7 MILE POINT 181.75.
 AE5182'
 AE5182'THE VERTICAL CONTROL MARK IS FOUND 350 FT (106.7 M) WEST OF ORIOLE
 AE5182'AVENUE, 81 FT (24.7 M) NORTHEAST OF THE NORTHEAST CORNER OF WYE
 AE5182'BUILDING, 70 FT (21.3 M) SOUTH OF TRUNK HIGHWAY 7, 36.4 FT (11.1 M)
 AE5182'SOUTH OF A WITNESS POST AND RIGHT TURN LANE SIGN, 10 FT (3.0 M) WEST
 AE5182'OF A 12 INCH (30 CM) LARGE SPRUCE TREE AND 5.0 FT (1.5 M) NORTH OF A
 AE5182'WITNESS AND RIGHT-OF-WAY POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DO5276 ***********************************************************************
 DO5276  DESIGNATION -  1004 J
 DO5276  PID         -  DO5276
 DO5276  STATE/COUNTY-  MN/CARVER
 DO5276  COUNTRY     -  US
 DO5276  USGS QUAD   -  MOUND (2019)
 DO5276
 DO5276                         *CURRENT SURVEY CONTROL
 DO5276  ______________________________________________________________________
 DO5276* NAD 83(1986) POSITION- 44 52 56.70   (N) 093 38 36.05   (W)   HD_HELD1
 DO5276* NAVD 88 ORTHO HEIGHT -   312.096 (meters)     1023.94  (feet) ADJUSTED
 DO5276  ______________________________________________________________________
 DO5276  GEOID HEIGHT    -        -26.860 (meters)                     GEOID18
 DO5276  DYNAMIC HEIGHT  -        312.089 (meters)     1023.91  (feet) COMP
 DO5276  MODELED GRAVITY -    980,583.1   (mgal)                       NAVD 88
 DO5276
 DO5276  VERT ORDER      -  SECOND    CLASS I
 DO5276
 DO5276.The horizontal coordinates were determined by differentially corrected
 DO5276.hand held GPS observations or other comparable positioning techniques
 DO5276.and have an estimated accuracy of +/- 3 meters.
 DO5276
 DO5276.The orthometric height was determined by differential leveling and
 DO5276.adjusted by the NATIONAL GEODETIC SURVEY
 DO5276.in May 2020.
 DO5276
 DO5276.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO5276.GEOID18 height accuracy estimate available here.
 DO5276
 DO5276.Click photographs - Photos may exist for this station.
 DO5276
 DO5276.The dynamic height is computed by dividing the NAVD 88
 DO5276.geopotential number by the normal gravity value computed on the
 DO5276.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO5276.degrees latitude (g = 980.6199 gals.).
 DO5276
 DO5276.The modeled gravity was interpolated from observed gravity values.
 DO5276
 DO5276;                    North         East    Units  Estimated Accuracy
 DO5276;SPC MN S     -   309,221.8     828,176.7     MT  (+/- 3 meters HH1 GPS) 
 DO5276
 DO5276_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK4919070089(NAD 83)
 DO5276
 DO5276                          SUPERSEDED SURVEY CONTROL
 DO5276
 DO5276  NAVD 88 (08/01/13)  312.106  (m)         1023.97   (f) SUPERSEDED  2 1
 DO5276
 DO5276.Superseded values are not recommended for survey control.
 DO5276
 DO5276.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DO5276.See file dsdata.pdf to determine how the superseded data were derived.
 DO5276
 DO5276_MARKER: DD = SURVEY DISK
 DO5276_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DO5276_SP_SET: TRAFFIC LIGHT BASE
 DO5276_STAMPING: 1004 J 2008
 DO5276_MARK LOGO: MNDT
 DO5276_PROJECTION: FLUSH
 DO5276_MAGNETIC: N = NO MAGNETIC MATERIAL
 DO5276_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DO5276_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DO5276+SATELLITE: SATELLITE OBSERVATIONS - November 17, 2025
 DO5276
 DO5276  HISTORY     - Date     Condition        Report By
 DO5276  HISTORY     - 20080407 MONUMENTED       MNDT
 DO5276  HISTORY     - 20110802 GOOD             MNDT
 DO5276  HISTORY     - 20251117 GOOD             MNDT
 DO5276
 DO5276                          STATION DESCRIPTION
 DO5276
 DO5276'DESCRIBED BY MN DEPT OF TRANSP 2011 (AKJ)
 DO5276'THE GEODETIC CONTROL MARK IS LOCATED ABOUT 4.1 MI (6.6 KM)
 DO5276'WEST-SOUTHWEST OF EXCELSIOR, 3.9 MI (6.3 KM) SOUTH-SOUTHEAST OF MOUND
 DO5276'AND 1.4 MI (2.3 KM) NORTH-NORTHEAST OF VICTORIA.
 DO5276'
 DO5276'1.42 MILES NORTH-NORTHEAST OF VICTORIA, 1.45 MI (2.3 KM) NORTHEAST
 DO5276'ALONG TRUNK HIGHWAY 7 FROM THE JUNCTION OF TRUNK HIGHWAY 5 AND SHADY
 DO5276'OAK DRIVE IN VICTORIA, THEN 1.17 MI (1.9 KM) NORTH ON COUNTY ROAD 13.
 DO5276'
 DO5276'THE GEODETIC CONTROL MARK IS FOUND IN THE SOUTHEAST QUADRANT OF THE
 DO5276'JUNCTION OF TRUNK HIGHWAY 7 AND COUNTY ROAD 13, IN THE NORTHWEST SIDE
 DO5276'OF TRAFFIC LIGHT BASE, 28.8 FT (8.8 M) NORTHEAST OF COUNTY ROAD 13 AND
 DO5276'27.3 FT (8.3 M) SOUTHWEST OF TRUNK HIGHWAY 7.
 DO5276
 DO5276                          STATION RECOVERY (2025)
 DO5276
 DO5276'RECOVERY NOTE BY MN DEPT OF TRANSP 2025 (KMS)
 DO5276'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DO5281 ***********************************************************************
 DO5281  DESIGNATION -  1004 K
 DO5281  PID         -  DO5281
 DO5281  STATE/COUNTY-  MN/CARVER
 DO5281  COUNTRY     -  US
 DO5281  USGS QUAD   -  MOUND (2019)
 DO5281
 DO5281                         *CURRENT SURVEY CONTROL
 DO5281  ______________________________________________________________________
 DO5281* NAD 83(1986) POSITION- 44 52 55.6    (N) 093 38 33.3    (W)   HD_HELD2
 DO5281* NAVD 88 ORTHO HEIGHT -   309.281 (meters)     1014.70  (feet) ADJUSTED
 DO5281  ______________________________________________________________________
 DO5281  GEOID HEIGHT    -        -26.858 (meters)                     GEOID18
 DO5281  DYNAMIC HEIGHT  -        309.274 (meters)     1014.68  (feet) COMP
 DO5281  MODELED GRAVITY -    980,583.3   (mgal)                       NAVD 88
 DO5281
 DO5281  VERT ORDER      -  SECOND    CLASS I
 DO5281
 DO5281.The horizontal coordinates were established by autonomous hand held GPS
 DO5281.observations and have an estimated accuracy of +/- 10 meters.
 DO5281
 DO5281.The orthometric height was determined by differential leveling and
 DO5281.adjusted by the NATIONAL GEODETIC SURVEY
 DO5281.in May 2020.
 DO5281
 DO5281.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO5281.GEOID18 height accuracy estimate available here.
 DO5281
 DO5281.Click photographs - Photos may exist for this station.
 DO5281
 DO5281.The dynamic height is computed by dividing the NAVD 88
 DO5281.geopotential number by the normal gravity value computed on the
 DO5281.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO5281.degrees latitude (g = 980.6199 gals.).
 DO5281
 DO5281.The modeled gravity was interpolated from observed gravity values.
 DO5281
 DO5281;                    North         East    Units  Estimated Accuracy
 DO5281;SPC MN S     -   309,188.      828,237.      MT  (+/- 10 meters HH2 GPS)
 DO5281
 DO5281_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK4925070055(NAD 83)
 DO5281
 DO5281                          SUPERSEDED SURVEY CONTROL
 DO5281
 DO5281  NAVD 88 (08/01/13)  309.290  (m)         1014.73   (f) SUPERSEDED  2 1
 DO5281
 DO5281.Superseded values are not recommended for survey control.
 DO5281
 DO5281.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DO5281.See file dsdata.pdf to determine how the superseded data were derived.
 DO5281
 DO5281_MARKER: F = FLANGE-ENCASED ROD
 DO5281_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DO5281_STAMPING: 1004 K 2011
 DO5281_MARK LOGO: MNDT
 DO5281_PROJECTION: RECESSED 5 CENTIMETERS
 DO5281_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DO5281_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DO5281_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DO5281+SATELLITE: SATELLITE OBSERVATIONS - November 17, 2025
 DO5281_ROD/PIPE-DEPTH: 9.1 meters
 DO5281
 DO5281  HISTORY     - Date     Condition        Report By
 DO5281  HISTORY     - 20110908 MONUMENTED       MNDT
 DO5281  HISTORY     - 20251117 GOOD             MNDT
 DO5281
 DO5281                          STATION DESCRIPTION
 DO5281
 DO5281'DESCRIBED BY MN DEPT OF TRANSP 2011
 DO5281'THE ROD MARK IS LOCATED ABOUT 4.0 MI (6.4 KM) WEST-SOUTHWEST OF
 DO5281'EXCELSIOR, 3.9 MI (6.3 KM) SOUTH-SOUTHEAST OF MOUND AND 1.9 MI (3.1
 DO5281'KM) NORTH-NORTHEAST OF VICTORIA.
 DO5281'
 DO5281'2.9 MILES SOUTHWEST OF SHOREWOOD, 3.35 MI (5.4 KM) WESTERLY ALONG
 DO5281'TRUNK HIGHWAY 7 FROM THE JUNCTION OF TRUNK HIGHWAY 7 AND TRUNK HIGHWAY
 DO5281'41 IN SHOREWOOD, AT TRUNK HIGHWAY 7 MILE POINT 178.6.
 DO5281'
 DO5281'THE ROD MARK IS FOUND 33.7 FT (10.3 M) SOUTHWEST OF TRUNK HIGHWAY 7,
 DO5281'250 FT (76.2 M) SOUTHEAST OF COUNTY ROAD 13, 121 FT (36.9 M) NORTHWEST
 DO5281'OF A POWER-POLE AND 1.5 FT (0.5 M) NORTHEAST OF A WITNESS POST.
 DO5281
 DO5281                          STATION RECOVERY (2025)
 DO5281
 DO5281'RECOVERY NOTE BY MN DEPT OF TRANSP 2025 (KMS)
 DO5281'RECOVERED IN GOOD CONDITION.
 DO5281'
 DO5281'ADD:  NOTE-THE STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER
 DO5281'ALUMINUM ROD DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION
 DO5281'REMOVABLE DISK SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY
 DO5281'A SIX-INCH PVC PIPE BACK FILLED WITH WASHED SAND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DO5282 ***********************************************************************
 DO5282  DESIGNATION -  1004 L
 DO5282  PID         -  DO5282
 DO5282  STATE/COUNTY-  MN/CARVER
 DO5282  COUNTRY     -  US
 DO5282  USGS QUAD   -  MOUND (2019)
 DO5282
 DO5282                         *CURRENT SURVEY CONTROL
 DO5282  ______________________________________________________________________
 DO5282* NAD 83(1986) POSITION- 44 52 58.95   (N) 093 37 34.39   (W)   HD_HELD1
 DO5282* NAVD 88 ORTHO HEIGHT -   295.030 (meters)      967.94  (feet) ADJUSTED
 DO5282  ______________________________________________________________________
 DO5282  GEOID HEIGHT    -        -26.832 (meters)                     GEOID18
 DO5282  DYNAMIC HEIGHT  -        295.024 (meters)      967.92  (feet) COMP
 DO5282  MODELED GRAVITY -    980,586.2   (mgal)                       NAVD 88
 DO5282
 DO5282  VERT ORDER      -  SECOND    CLASS I
 DO5282
 DO5282.The horizontal coordinates were determined by differentially corrected
 DO5282.hand held GPS observations or other comparable positioning techniques
 DO5282.and have an estimated accuracy of +/- 3 meters.
 DO5282
 DO5282.The orthometric height was determined by differential leveling and
 DO5282.adjusted by the NATIONAL GEODETIC SURVEY
 DO5282.in May 2020.
 DO5282
 DO5282.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO5282.GEOID18 height accuracy estimate available here.
 DO5282
 DO5282.Click photographs - Photos may exist for this station.
 DO5282
 DO5282.The dynamic height is computed by dividing the NAVD 88
 DO5282.geopotential number by the normal gravity value computed on the
 DO5282.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO5282.degrees latitude (g = 980.6199 gals.).
 DO5282
 DO5282.The modeled gravity was interpolated from observed gravity values.
 DO5282
 DO5282;                    North         East    Units  Estimated Accuracy
 DO5282;SPC MN S     -   309,297.3     829,529.6     MT  (+/- 3 meters HH1 GPS) 
 DO5282
 DO5282_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK5054470148(NAD 83)
 DO5282
 DO5282                          SUPERSEDED SURVEY CONTROL
 DO5282
 DO5282  NAVD 88 (08/01/13)  295.039  (m)          967.97   (f) SUPERSEDED  2 1
 DO5282
 DO5282.Superseded values are not recommended for survey control.
 DO5282
 DO5282.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DO5282.See file dsdata.pdf to determine how the superseded data were derived.
 DO5282
 DO5282_MARKER: F = FLANGE-ENCASED ROD
 DO5282_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DO5282_STAMPING: 1004 L 2011
 DO5282_MARK LOGO: MNDT
 DO5282_PROJECTION: FLUSH
 DO5282_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DO5282_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DO5282_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DO5282+SATELLITE: SATELLITE OBSERVATIONS - April 06, 2020
 DO5282_ROD/PIPE-DEPTH: 6.1 meters
 DO5282
 DO5282  HISTORY     - Date     Condition        Report By
 DO5282  HISTORY     - 20110912 MONUMENTED       MNDT
 DO5282  HISTORY     - 20200406 GOOD             MNDT
 DO5282
 DO5282                          STATION DESCRIPTION
 DO5282
 DO5282'DESCRIBED BY MN DEPT OF TRANSP 2011
 DO5282'THE ROD MARK IS LOCATED ABOUT 4.2 MI (6.8 KM) SOUTH-SOUTHEAST OF
 DO5282'MOUND, 3.3 MI (5.3 KM) WEST-SOUTHWEST OF EXCELSIOR AND 2.4 MI (3.9 KM)
 DO5282'NORTHEAST OF VICTORIA.
 DO5282'
 DO5282'5.0 MILES NORTHWEST OF CHANHASSEN, 2.3 MI (3.7 KM) WESTERLY ALONG
 DO5282'TRUNK HIGHWAY 7 FROM THE JUNCTION OF TRUNK HIGHWAY 7 AND TRUNK HIGHWAY
 DO5282'41 IN CHANHASSEN, AT TRUNK HIGHWAY 7 MILE POINT 179.65.
 DO5282'
 DO5282'THE ROD MARK IS FOUND 40.6 FT (12.4 M) SOUTHWEST OF TRUNK HIGHWAY 7,
 DO5282'77.3 FT (23.6 M) SOUTHWEST OF CABLE PEDESTAL, 29.4 FT (9.0 M)
 DO5282'NORTHWEST OF A RIGHT-OF-WAY POST AND 1.5 FT (0.5 M) NORTHWEST OF A
 DO5282'WITNESS POST.
 DO5282
 DO5282                          STATION RECOVERY (2020)
 DO5282
 DO5282'RECOVERY NOTE BY MN DEPT OF TRANSP 2020 (TJD)
 DO5282'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DO5283 ***********************************************************************
 DO5283  DESIGNATION -  1004 M
 DO5283  PID         -  DO5283
 DO5283  STATE/COUNTY-  MN/CARVER
 DO5283  COUNTRY     -  US
 DO5283  USGS QUAD   -  EXCELSIOR (2019)
 DO5283
 DO5283                         *CURRENT SURVEY CONTROL
 DO5283  ______________________________________________________________________
 DO5283* NAD 83(1986) POSITION- 44 53 29.4    (N) 093 36 24.8    (W)   HD_HELD2
 DO5283* NAVD 88 ORTHO HEIGHT -   301.265 (meters)      988.40  (feet) ADJUSTED
 DO5283  ______________________________________________________________________
 DO5283  GEOID HEIGHT    -        -26.820 (meters)                     GEOID18
 DO5283  DYNAMIC HEIGHT  -        301.259 (meters)      988.38  (feet) COMP
 DO5283  MODELED GRAVITY -    980,588.0   (mgal)                       NAVD 88
 DO5283
 DO5283  VERT ORDER      -  SECOND    CLASS I
 DO5283
 DO5283.The horizontal coordinates were established by autonomous hand held GPS
 DO5283.observations and have an estimated accuracy of +/- 10 meters.
 DO5283
 DO5283.The orthometric height was determined by differential leveling and
 DO5283.adjusted by the NATIONAL GEODETIC SURVEY
 DO5283.in May 2020.
 DO5283
 DO5283.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO5283.GEOID18 height accuracy estimate available here.
 DO5283
 DO5283.Click photographs - Photos may exist for this station.
 DO5283
 DO5283.The dynamic height is computed by dividing the NAVD 88
 DO5283.geopotential number by the normal gravity value computed on the
 DO5283.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO5283.degrees latitude (g = 980.6199 gals.).
 DO5283
 DO5283.The modeled gravity was interpolated from observed gravity values.
 DO5283
 DO5283;                    North         East    Units  Estimated Accuracy
 DO5283;SPC MN S     -   310,244.      831,052.      MT  (+/- 10 meters HH2 GPS)
 DO5283
 DO5283_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK5207771076(NAD 83)
 DO5283
 DO5283                          SUPERSEDED SURVEY CONTROL
 DO5283
 DO5283  NAVD 88 (08/01/13)  301.269  (m)          988.41   (f) SUPERSEDED  2 1
 DO5283
 DO5283.Superseded values are not recommended for survey control.
 DO5283
 DO5283.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DO5283.See file dsdata.pdf to determine how the superseded data were derived.
 DO5283
 DO5283_MARKER: F = FLANGE-ENCASED ROD
 DO5283_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DO5283_STAMPING: 1004 M 2011
 DO5283_MARK LOGO: MNDT
 DO5283_PROJECTION: RECESSED 3 CENTIMETERS
 DO5283_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DO5283_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DO5283_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DO5283+SATELLITE: SATELLITE OBSERVATIONS - September 12, 2011
 DO5283_ROD/PIPE-DEPTH: 93.9 meters
 DO5283
 DO5283  HISTORY     - Date     Condition        Report By
 DO5283  HISTORY     - 20110912 MONUMENTED       MNDT
 DO5283
 DO5283                          STATION DESCRIPTION
 DO5283
 DO5283'DESCRIBED BY MN DEPT OF TRANSP 2011
 DO5283'THE ROD MARK IS LOCATED ABOUT 4.3 MI (6.9 KM) SOUTHEAST OF MOUND, 3.5
 DO5283'MI (5.6 KM) NORTHEAST OF VICTORIA AND 2.2 MI (3.5 KM) WEST-SOUTHWEST
 DO5283'OF EXCELSIOR.
 DO5283'
 DO5283'4.3 MILES NORTHWEST OF CHANHASSEN, 1.3 MI (2.1 KM) WESTERLY ALONG
 DO5283'TRUNK HIGHWAY 7 FROM THE JUNCTION OF TRUNK HIGHWAY 7 AND TRUNK HIGHWAY
 DO5283'41 IN CHANHASSEN, AT TRUNK HIGHWAY 7 MILE POINT 180.65.
 DO5283'
 DO5283'THE ROD MARK 35.6 FT (10.9 M) SOUTH OF TRUNK HIGHWAY 7, 69.1 FT (21.1
 DO5283'M) WEST OF DOGWOOD AVENUE, 16.8 FT (5.1 M) NORTH OF A SIDEWALK AND 1.5
 DO5283'FT (0.5 M) NORTH OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DO5284 ***********************************************************************
 DO5284  DESIGNATION -  1004 N
 DO5284  PID         -  DO5284
 DO5284  STATE/COUNTY-  MN/CARVER
 DO5284  COUNTRY     -  US
 DO5284  USGS QUAD   -  EXCELSIOR (2019)
 DO5284
 DO5284                         *CURRENT SURVEY CONTROL
 DO5284  ______________________________________________________________________
 DO5284* NAD 83(1986) POSITION- 44 53 30.29   (N) 093 35 42.32   (W)   HD_HELD1
 DO5284* NAVD 88 ORTHO HEIGHT -   292.988 (meters)      961.24  (feet) ADJUSTED
 DO5284  ______________________________________________________________________
 DO5284  GEOID HEIGHT    -        -26.806 (meters)                     GEOID18
 DO5284  DYNAMIC HEIGHT  -        292.982 (meters)      961.23  (feet) COMP
 DO5284  MODELED GRAVITY -    980,589.6   (mgal)                       NAVD 88
 DO5284
 DO5284  VERT ORDER      -  SECOND    CLASS I
 DO5284
 DO5284.The horizontal coordinates were determined by differentially corrected
 DO5284.hand held GPS observations or other comparable positioning techniques
 DO5284.and have an estimated accuracy of +/- 3 meters.
 DO5284
 DO5284.The orthometric height was determined by differential leveling and
 DO5284.adjusted by the NATIONAL GEODETIC SURVEY
 DO5284.in May 2020.
 DO5284
 DO5284.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO5284.GEOID18 height accuracy estimate available here.
 DO5284
 DO5284.Click photographs - Photos may exist for this station.
 DO5284
 DO5284.The dynamic height is computed by dividing the NAVD 88
 DO5284.geopotential number by the normal gravity value computed on the
 DO5284.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO5284.degrees latitude (g = 980.6199 gals.).
 DO5284
 DO5284.The modeled gravity was interpolated from observed gravity values.
 DO5284
 DO5284;                    North         East    Units  Estimated Accuracy
 DO5284;SPC MN S     -   310,276.4     831,984.1     MT  (+/- 3 meters HH1 GPS) 
 DO5284
 DO5284_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK5300971097(NAD 83)
 DO5284
 DO5284                          SUPERSEDED SURVEY CONTROL
 DO5284
 DO5284  NAVD 88 (08/01/13)  292.990  (m)          961.25   (f) SUPERSEDED  2 1
 DO5284
 DO5284.Superseded values are not recommended for survey control.
 DO5284
 DO5284.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DO5284.See file dsdata.pdf to determine how the superseded data were derived.
 DO5284
 DO5284_MARKER: F = FLANGE-ENCASED ROD
 DO5284_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DO5284_STAMPING: 1004 N 2011
 DO5284_MARK LOGO: MNDT
 DO5284_PROJECTION: RECESSED 5 CENTIMETERS
 DO5284_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DO5284_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DO5284_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DO5284+SATELLITE: SATELLITE OBSERVATIONS - April 06, 2020
 DO5284_ROD/PIPE-DEPTH: 9.1 meters
 DO5284
 DO5284  HISTORY     - Date     Condition        Report By
 DO5284  HISTORY     - 20110912 MONUMENTED       MNDT
 DO5284  HISTORY     - 20200406 GOOD             MNDT
 DO5284
 DO5284                          STATION DESCRIPTION
 DO5284
 DO5284'DESCRIBED BY MN DEPT OF TRANSP 2011
 DO5284'THE ROD MARK IS LOCATED ABOUT 5.1 MI (8.2 KM) SOUTHEAST OF MOUND, 4.5
 DO5284'MI (7.2 KM) EAST-NORTHEAST OF VICTORIA AND 1.1 MI (1.8 KM) SOUTHWEST
 DO5284'OF EXCELSIOR.
 DO5284'
 DO5284'IN CHANHASSEN, 0.7 MI (1.1 KM) WEST ALONG TRUNK HIGHWAY 7 FROM THE
 DO5284'JUNCTION OF TRUNK HIGHWAY 7 AND TRUNK HIGHWAY 41, AT TRUNK HIGHWAY 7
 DO5284'MILE POINT 181.25, 38.5 FT (11.7 M) NORTH OF TRUNK HIGHWAY 7.
 DO5284'
 DO5284'THE ROD MARK IS FOUND 43.2 FT (13.2 M) SOUTH OF WILTSEY LANE, 55.7 FT
 DO5284'(17.0 M) EAST-SOUTHEAST OF A POWER-POLE WITH LIGHT AND 1.5 FT (0.5 M)
 DO5284'SOUTH OF A WITNESS POST.
 DO5284
 DO5284                          STATION RECOVERY (2020)
 DO5284
 DO5284'RECOVERY NOTE BY MN DEPT OF TRANSP 2020 (TJD)
 DO5284'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DO5277 ***********************************************************************
 DO5277  DESIGNATION -  1004 P
 DO5277  PID         -  DO5277
 DO5277  STATE/COUNTY-  MN/CARVER
 DO5277  COUNTRY     -  US
 DO5277  USGS QUAD   -  MOUND (2019)
 DO5277
 DO5277                         *CURRENT SURVEY CONTROL
 DO5277  ______________________________________________________________________
 DO5277* NAD 83(1986) POSITION- 44 53 17.63   (N) 093 39 26.75   (W)   HD_HELD1
 DO5277* NAVD 88 ORTHO HEIGHT -   290.366 (meters)      952.64  (feet) ADJUSTED
 DO5277  ______________________________________________________________________
 DO5277  GEOID HEIGHT    -        -26.904 (meters)                     GEOID18
 DO5277  DYNAMIC HEIGHT  -        290.358 (meters)      952.62  (feet) COMP
 DO5277  MODELED GRAVITY -    980,578.9   (mgal)                       NAVD 88
 DO5277
 DO5277  VERT ORDER      -  SECOND    CLASS I
 DO5277
 DO5277.The horizontal coordinates were determined by differentially corrected
 DO5277.hand held GPS observations or other comparable positioning techniques
 DO5277.and have an estimated accuracy of +/- 3 meters.
 DO5277
 DO5277.The orthometric height was determined by differential leveling and
 DO5277.adjusted by the NATIONAL GEODETIC SURVEY
 DO5277.in May 2020.
 DO5277
 DO5277.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO5277.GEOID18 height accuracy estimate available here.
 DO5277
 DO5277.Click photographs - Photos may exist for this station.
 DO5277
 DO5277.The dynamic height is computed by dividing the NAVD 88
 DO5277.geopotential number by the normal gravity value computed on the
 DO5277.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO5277.degrees latitude (g = 980.6199 gals.).
 DO5277
 DO5277.The modeled gravity was interpolated from observed gravity values.
 DO5277
 DO5277;                    North         East    Units  Estimated Accuracy
 DO5277;SPC MN S     -   309,863.1     827,061.4     MT  (+/- 3 meters HH1 GPS) 
 DO5277
 DO5277_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK4808370744(NAD 83)
 DO5277
 DO5277                          SUPERSEDED SURVEY CONTROL
 DO5277
 DO5277  NAVD 88 (08/01/13)  290.378  (m)          952.68   (f) SUPERSEDED  2 1
 DO5277
 DO5277.Superseded values are not recommended for survey control.
 DO5277
 DO5277.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DO5277.See file dsdata.pdf to determine how the superseded data were derived.
 DO5277
 DO5277_MARKER: F = FLANGE-ENCASED ROD
 DO5277_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DO5277_STAMPING: 1004 P 2011
 DO5277_MARK LOGO: MNDT
 DO5277_PROJECTION: RECESSED 5 CENTIMETERS
 DO5277_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DO5277_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DO5277_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DO5277+SATELLITE: SATELLITE OBSERVATIONS - April 06, 2020
 DO5277_ROD/PIPE-DEPTH: 10.7 meters
 DO5277
 DO5277  HISTORY     - Date     Condition        Report By
 DO5277  HISTORY     - 20110908 MONUMENTED       MNDT
 DO5277  HISTORY     - 20200406 GOOD             MNDT
 DO5277
 DO5277                          STATION DESCRIPTION
 DO5277
 DO5277'DESCRIBED BY MN DEPT OF TRANSP 2011
 DO5277'THE ROD MARK IS LOCATED ABOUT 4.6 MI (7.4 KM) WEST-SOUTHWEST OF
 DO5277'EXCELSIOR, 3.4 MI (5.5 KM) SOUTH OF MOUND AND 2.1 MI (3.4 KM) NORTH OF
 DO5277'VICTORIA.
 DO5277'
 DO5277'3.5 MILES SOUTHWEST OF SHOREWOOD, 4.35 MI (7.0 KM) WESTERLY ALONG
 DO5277'TRUNK HIGHWAY 7 FROM THE JUNCTION OF TRUNK HIGHWAY 7 AND TRUNK HIGHWAY
 DO5277'41 IN SHOREWOOD, AT TRUNK HIGHWAY 7 MILE POINT 177.6.
 DO5277'
 DO5277'THE ROD MARK IS FOUND 33.5 FT (10.2 M) SOUTHWEST OF TRUNK HIGHWAY 7,
 DO5277'35.6 FT (10.9 M) SOUTH EAST OF ZUMBRA DRIVE, 71.1 FT (21.7 M)
 DO5277'NORTHEAST OF A FLAG POLE AND 1.5 FT (0.5 M) NORTHEAST OF A WITNESS
 DO5277'POST.
 DO5277
 DO5277                          STATION RECOVERY (2020)
 DO5277
 DO5277'RECOVERY NOTE BY MN DEPT OF TRANSP 2020 (TJD)
 DO5277'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 PP1942 ***********************************************************************
 PP1942  DESIGNATION -  1005 ADJ
 PP1942  PID         -  PP1942
 PP1942  STATE/COUNTY-  MN/CARVER
 PP1942  COUNTRY     -  US
 PP1942  USGS QUAD   -  MOUND (2019)
 PP1942
 PP1942                         *CURRENT SURVEY CONTROL
 PP1942  ______________________________________________________________________
 PP1942* NAD 83(1986) POSITION- 44 53 27.     (N) 093 42 27.     (W)   SCALED
 PP1942* NAVD 88 ORTHO HEIGHT -   306.090 (meters)     1004.23  (feet) ADJUSTED
 PP1942  ______________________________________________________________________
 PP1942  GEOID HEIGHT    -        -27.033 (meters)                     GEOID18
 PP1942  DYNAMIC HEIGHT  -        306.078 (meters)     1004.19  (feet) COMP
 PP1942  MODELED GRAVITY -    980,566.6   (mgal)                       NAVD 88
 PP1942
 PP1942  VERT ORDER      -  SECOND    CLASS I
 PP1942
 PP1942.The horizontal coordinates were scaled from a map and have
 PP1942.an estimated accuracy of +/- 6 seconds.
 PP1942
 PP1942.The orthometric height was determined by differential leveling and
 PP1942.adjusted by the NATIONAL GEODETIC SURVEY
 PP1942.in May 2020.
 PP1942
 PP1942.Significant digits in the geoid height do not necessarily reflect accuracy.
 PP1942.GEOID18 height accuracy estimate available here.
 PP1942
 PP1942.Click photographs - Photos may exist for this station.
 PP1942
 PP1942.The dynamic height is computed by dividing the NAVD 88
 PP1942.geopotential number by the normal gravity value computed on the
 PP1942.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP1942.degrees latitude (g = 980.6199 gals.).
 PP1942
 PP1942.The modeled gravity was interpolated from observed gravity values.
 PP1942
 PP1942;                    North         East    Units  Estimated Accuracy
 PP1942;SPC MN S     -   310,140.      823,110.      MT  (+/- 180 meters Scaled)
 PP1942
 PP1942_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK441710(NAD 83)
 PP1942
 PP1942                          SUPERSEDED SURVEY CONTROL
 PP1942
 PP1942  NAVD 88 (06/15/91)  306.109  (m)         1004.29   (f) SUPERSEDED  2 1
 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
 PP1942.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PP1942.See file dsdata.pdf to determine how the superseded data were derived.
 PP1942
 PP1942_MARKER: P = PIPE CAP
 PP1942_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 PP1942_STAMPING: 1005 ADJ 1903
 PP1942_MARK LOGO: USGS
 PP1942_PROJECTION: PROJECTING 10 CENTIMETERS
 PP1942_MAGNETIC: O = OTHER; SEE DESCRIPTION
 PP1942_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PP1942_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 PP1942+SATELLITE: SATELLITE OBSERVATIONS - July 29, 2011
 PP1942
 PP1942  HISTORY     - Date     Condition        Report By
 PP1942  HISTORY     - 1905     MONUMENTED       USGS
 PP1942  HISTORY     - 1972     GOOD             MNDT
 PP1942  HISTORY     - 1973     GOOD             LOCSUR
 PP1942  HISTORY     - 1978     GOOD             MNDT
 PP1942  HISTORY     - 20060408 GOOD             USPSQD
 PP1942  HISTORY     - 20110729 GOOD             MNDT
 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, T116, R24W.
 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.
 PP1942
 PP1942                          STATION RECOVERY (2011)
 PP1942
 PP1942'RECOVERY NOTE BY MN DEPT OF TRANSP 2011 (AKT)
 PP1942'THE BENCH MARK IS LOCATED ABOUT 4.8 MI (7.7 KM) NORTHEAST OF WACONIA,
 PP1942'3.8 MI (6.1 KM) SOUTH-SOUTHWEST OF MOUND AND 3.2 MI (5.1 KM) NORTHWEST
 PP1942'OF VICTORIA.
 PP1942'
 PP1942'2.1 MILES SOUTHEAST OF SAINT BONIFACIUS, 2.1 MI (3.4 KM) SOUTHEAST
 PP1942'ALONG TRUNK HIGHWAY 7 FROM THE JUNCTION OF TRUNK HIGHWAY 7 AND COUNTY
 PP1942'ROAD 92 IN SAINT BONIFACIUS, AT TRUNK HIGHWAY 7 MILE POINT 175.2.
 PP1942'
 PP1942'THE ROD MARK IS FOUND 0.1 MI (0.2 KM) WEST OF COUNTY ROAD 11, 350 FT
 PP1942'(106.7 M) EAST SOUTH OF SOUTH GARAGE DOOR, 95 FT (29.0 M) EAST OF
 PP1942'PROPANE TANK AND WELL HEAD PIPE (AT THE PATH OPENING OF TREE LINE),
 PP1942'EAST OF TRUNK HIGHWAY 7, AT A RESIDENCE SOUTH OF COUNTY ROAD 11 AND
 PP1942'VICTORIA DRIVE AND 1.0 FT (0.3 M) SOUTH OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 PP1882 ***********************************************************************
 PP1882  DESIGNATION -  1006 A
 PP1882  PID         -  PP1882
 PP1882  STATE/COUNTY-  MN/CARVER
 PP1882  COUNTRY     -  US
 PP1882  USGS QUAD   -  NORWOOD (2019)
 PP1882
 PP1882                         *CURRENT SURVEY CONTROL
 PP1882  ______________________________________________________________________
 PP1882* NAD 83(1996) POSITION- 44 47 03.53185(N) 093 55 12.84556(W)   ADJUSTED
 PP1882* NAVD 88 ORTHO HEIGHT -   306.612 (meters)     1005.94  (feet) ADJUSTED
 PP1882  ______________________________________________________________________
 PP1882  GEOID HEIGHT    -        -27.443 (meters)                     GEOID18
 PP1882  LAPLACE CORR    -          3.68  (seconds)                    DEFLEC18
 PP1882  DYNAMIC HEIGHT  -        306.584 (meters)     1005.85  (feet) COMP
 PP1882  MODELED GRAVITY -    980,517.0   (mgal)                       NAVD 88
 PP1882
 PP1882  HORZ ORDER      -  SECOND
 PP1882  VERT ORDER      -  SECOND    CLASS I
 PP1882
 PP1882.The horizontal coordinates were established by classical geodetic methods
 PP1882.and adjusted by the National Geodetic Survey in March 1999.
 PP1882
 PP1882.The orthometric height was determined by differential leveling and
 PP1882.adjusted by the NATIONAL GEODETIC SURVEY
 PP1882.in May 2020.
 PP1882
 PP1882.Significant digits in the geoid height do not necessarily reflect accuracy.
 PP1882.GEOID18 height accuracy estimate available here.
 PP1882
 PP1882.Click photographs - Photos may exist for this station.
 PP1882
 PP1882.The Laplace correction was computed from DEFLEC18 derived deflections.
 PP1882
 PP1882.The dynamic height is computed by dividing the NAVD 88
 PP1882.geopotential number by the normal gravity value computed on the
 PP1882.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP1882.degrees latitude (g = 980.6199 gals.).
 PP1882
 PP1882.The modeled gravity was interpolated from observed gravity values.
 PP1882
 PP1882. The following values were computed from the NAD 83(1996) position.
 PP1882
 PP1882;                    North         East     Units Scale Factor Converg.
 PP1882;SPC MN S     -   298,262.083   806,312.362   MT  0.99993420   +0 03 21.3
 PP1882;SPC MN S     -   978,548.18  2,645,376.47   sFT  0.99993420   +0 03 21.3
 PP1882;UTM  15      - 4,959,402.771   427,199.793   MT  0.99966517   -0 38 53.8
 PP1882
 PP1882!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PP1882!SPC MN S     -   0.99995623  x   0.99993420  =   0.99989043
 PP1882!UTM  15      -   0.99995623  x   0.99966517  =   0.99962142
 PP1882
 PP1882_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK2719959402(NAD 83)
 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  NAVD 88 (08/01/13)  306.627  (m)         1005.99   (f) SUPERSEDED  2 1
 PP1882  NAVD 88 (06/15/91)  306.606  (m)         1005.92   (f) SUPERSEDED  2 0
 PP1882  NGVD 29 (??/??/92)  306.522  (m)         1005.65   (f) ADJ UNCH    2 0
 PP1882  NGVD 29             306.52   (m)         1005.6    (f) LEVELING    3  
 PP1882
 PP1882.Superseded values are not recommended for survey control.
 PP1882
 PP1882.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PP1882.See file dsdata.pdf to determine how the superseded data were derived.
 PP1882
 PP1882_MARKER: DB = BENCH MARK DISK
 PP1882_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 PP1882_STAMPING: 1006 A 1971
 PP1882_MARK LOGO: MNHD
 PP1882_PROJECTION: PROJECTING 5 CENTIMETERS
 PP1882_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 PP1882_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PP1882_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 PP1882+SATELLITE: SATELLITE OBSERVATIONS - October 13, 2020
 PP1882
 PP1882  HISTORY     - Date     Condition        Report By
 PP1882  HISTORY     - 19710401 MONUMENTED       MNHD
 PP1882  HISTORY     - 20090520 GOOD             MNDT
 PP1882  HISTORY     - 20180813 GOOD             MNDT
 PP1882  HISTORY     - 20201013 GOOD             MNDT
 PP1882
 PP1882                          STATION DESCRIPTION
 PP1882
 PP1882'DESCRIBED BY MN HIGHWAY DEPT 1971
 PP1882'IN YOUNG AMERICA.
 PP1882'MARK IS LOCATED AT THE WEST EDGE OF YOUNG AMERICA, 116 FEET EAST OF
 PP1882'AND ABOUT 2.5 FEET HIGHER THAN THE CENTERLINE OF T.H. 25-5, AT MILE
 PP1882'MARKER 25.9, 12 FEET SOUTHWEST OF A LIGHT POLE, 1 FOOT WEST OF A STEEL
 PP1882'WITNESS POST, IN A 6 FOOT PRE-CAST CONCRETE MONUMENT, PROJECTING 2
 PP1882'INCHES ABOVE GROUND.  NW 1/4 SECTION 11, T 115N, R 26W. NOTE-- MARK IS
 PP1882'ALSO 1.0 MILES NORTHEAST OF THE JUNCTION OF T.H. 212 AND T.H. 25 IN
 PP1882'NORWOOD.
 PP1882
 PP1882                          STATION RECOVERY (2009)
 PP1882
 PP1882'RECOVERY NOTE BY MN DEPT OF TRANSP 2009 (WEF)
 PP1882'RECOVERED AS DESCRIBED.
 PP1882
 PP1882                          STATION RECOVERY (2018)
 PP1882
 PP1882'RECOVERY NOTE BY MN DEPT OF TRANSP 2018 (LLS)
 PP1882'THE MARK IS LOCATED ABOUT AT NORTH EDGE OF NORWOOD YOUNG AMERICA.
 PP1882'
 PP1882'TO REACH THE MARK GO 0.2 MI (0.3 KM) NORTH ON COUNTY ROAD 33 FROM THE
 PP1882'JUNCTION OF COUNTY ROAD 33 AND TRUNK HIGHWAY 212 IN NORWOOD YOUNG
 PP1882'AMERICA, THEN 0.72 MI (1.16 KM) NORTHEAST ON TRUNK HIGHWAY 5/TRUNK
 PP1882'HIGHWAY 25, THEN 0.01 MI (0.02 KM) EAST ON COUNTY ROAD 34, IN
 PP1882'SOUTHEAST QUADRANT OF THE JUNCTION TRUNK HIGHWAY 5/TRUNK HIGHWAY 25
 PP1882'AND COUNTY ROAD 34, AT TRUNK HIGHWAY 25 MILE POINT 25.9.
 PP1882'
 PP1882'THE MARK IS 116.0 FT (35.4 M) EAST OF TRUNK HIGHWAY 5/TRUNK HIGHWAY
 PP1882'25, 120.3 FT (36.7 M) SOUTH OF STATION YOUNG, 28.9 FT (8.8 M)
 PP1882'SOUTHWEST OF NORTHWEST FIRST STREET, 16.0 FT (4.9 M) NORTHEAST OF
 PP1882'TELEPHONE POLE, 12.0 FT (3.7 M) WEST OF LIGHT POLE, 1.0 FT (0.3 M)
 PP1882'NORTHWEST OF A WITNESS POST.
 PP1882
 PP1882                          STATION RECOVERY (2020)
 PP1882
 PP1882'RECOVERY NOTE BY MN DEPT OF TRANSP 2020 (KMS)
 PP1882'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 PP1883 ***********************************************************************
 PP1883  DESIGNATION -  1006 B
 PP1883  PID         -  PP1883
 PP1883  STATE/COUNTY-  MN/CARVER
 PP1883  COUNTRY     -  US
 PP1883  USGS QUAD   -  NORWOOD (2019)
 PP1883
 PP1883                         *CURRENT SURVEY CONTROL
 PP1883  ______________________________________________________________________
 PP1883* NAD 83(2011) POSITION- 44 47 37.46214(N) 093 54 23.80021(W)   ADJUSTED
 PP1883* NAD 83(2011) ELLIP HT-   275.571 (meters)        (02/21/23)   ADJUSTED
 PP1883* NAD 83(2011) EPOCH   -  2010.00
 PP1883* NAVD 88 ORTHO HEIGHT -   302.972 (meters)      994.00  (feet) ADJUSTED
 PP1883  ______________________________________________________________________
 PP1883  GEOID HEIGHT    -        -27.418 (meters)                     GEOID18
 PP1883  NAD 83(2011) X  -   -308,900.914 (meters)                     COMP
 PP1883  NAD 83(2011) Y  - -4,523,430.293 (meters)                     COMP
 PP1883  NAD 83(2011) Z  -  4,471,305.349 (meters)                     COMP
 PP1883  LAPLACE CORR    -          4.16  (seconds)                    DEFLEC18
 PP1883  DYNAMIC HEIGHT  -        302.946 (meters)      993.92  (feet) COMP
 PP1883  MODELED GRAVITY -    980,520.6   (mgal)                       NAVD 88
 PP1883
 PP1883  VERT ORDER      -  SECOND    CLASS I
 PP1883
 PP1883  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 PP1883  Standards:
 PP1883         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 PP1883            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 PP1883  -------------------------------------------------------------------
 PP1883  NETWORK    0.95   1.63           0.44   0.31   0.83      0.08968378
 PP1883  -------------------------------------------------------------------
 PP1883  Click here for local accuracies and other accuracy information.
 PP1883
 PP1883.The horizontal coordinates were established by GPS observations
 PP1883.and adjusted by the MN DEPT OF TRANSP in February 2023.
 PP1883
 PP1883.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 PP1883.been affixed to the stable North American tectonic plate. See 
 PP1883.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 PP1883
 PP1883.The horizontal coordinates are valid at the epoch date displayed above
 PP1883.which is a decimal equivalence of Year/Month/Day.
 PP1883
 PP1883.The orthometric height was determined by differential leveling and
 PP1883.adjusted by the NATIONAL GEODETIC SURVEY
 PP1883.in May 2020.
 PP1883
 PP1883.Significant digits in the geoid height do not necessarily reflect accuracy.
 PP1883.GEOID18 height accuracy estimate available here.
 PP1883
 PP1883.Click photographs - Photos may exist for this station.
 PP1883
 PP1883.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 PP1883
 PP1883.The Laplace correction was computed from DEFLEC18 derived deflections.
 PP1883
 PP1883.The ellipsoidal height was determined by GPS observations
 PP1883.and is referenced to NAD 83.
 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. The following values were computed from the NAD 83(2011) position.
 PP1883
 PP1883;                    North         East     Units Scale Factor Converg.
 PP1883;SPC MN S     -   299,310.543   807,389.303   MT  0.99993503   +0 03 55.7
 PP1883;SPC MN S     -   981,988.01  2,648,909.74   sFT  0.99993503   +0 03 55.7
 PP1883;UTM  15      - 4,960,437.635   428,289.244   MT  0.99966323   -0 38 19.6
 PP1883
 PP1883!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PP1883!SPC MN S     -   0.99995679  x   0.99993503  =   0.99989183
 PP1883!UTM  15      -   0.99995679  x   0.99966323  =   0.99962004
 PP1883
 PP1883_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK2828960437(NAD 83)
 PP1883
 PP1883                          SUPERSEDED SURVEY CONTROL
 PP1883
 PP1883  NAVD 88 (08/01/13)  302.987  (m)          994.05   (f) SUPERSEDED  2 1
 PP1883  NAVD 88 (06/15/91)  303.010  (m)          994.13   (f) SUPERSEDED  2 0
 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
 PP1883.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PP1883.See file dsdata.pdf to determine how the superseded data were derived.
 PP1883
 PP1883_MARKER: DB = BENCH MARK DISK
 PP1883_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 PP1883_STAMPING: 1006 B 1971
 PP1883_MARK LOGO: MNHD
 PP1883_PROJECTION: RECESSED 10 CENTIMETERS
 PP1883_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 PP1883_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PP1883_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PP1883+SATELLITE: SATELLITE OBSERVATIONS - November 08, 2022
 PP1883
 PP1883  HISTORY     - Date     Condition        Report By
 PP1883  HISTORY     - 19710401 MONUMENTED       MNHD
 PP1883  HISTORY     - 1987     POOR             USPSQD
 PP1883  HISTORY     - 20080527 GOOD             MNDT
 PP1883  HISTORY     - 20110823 GOOD             MNDT
 PP1883  HISTORY     - 20180813 GOOD             MNDT
 PP1883  HISTORY     - 20201013 GOOD             MNDT
 PP1883  HISTORY     - 20221108 GOOD             MNDT
 PP1883
 PP1883                          STATION DESCRIPTION
 PP1883
 PP1883'DESCRIBED BY MN HIGHWAY DEPT 1971
 PP1883'0.9 MI NE FROM YOUNG AMERICA.
 PP1883'MARK IS LOCATED 0.95 MILES NORTHEAST ALONG T.H. 25 FROM THE JUNCTION
 PP1883'OF T.H. 25 AND COUNTY ROAD 34 AT THE WEST EDGE OF YOUNG AMERICA, 74
 PP1883'FEET SOUTHEAST OF AND 2.5 FEET HIGHER THAN T.H. 25 CENTERLINE AT MILE
 PP1883'MARKER 26.9 34 FEET NORTHEAST AND ABOUT LEVEL WITH THE
 PP1883'CHICAGO-NORTHWESTERN RAILROAD, 18 FEET EAST OF A POWER POLE, 1 FOOT
 PP1883'NORTH OF A STEEL WITNESS POST, IN A 6 FOOT PRE-CAST CONCRETE MONUMENT
 PP1883'SET 5 INCHES BELOW GROUND LEVEL.  SW 1/4 SECTION 1, T 115N, R 26W.
 PP1883'NOTE-- MARK IS ALSO 1.9 MILES NORTHEAST ALONG T.H. 25 FROM THE
 PP1883'JUNCTION OF T.H. 25 AND T.H. 212 AT NORWOOD.
 PP1883
 PP1883                          STATION RECOVERY (1987)
 PP1883
 PP1883'RECOVERY NOTE BY US POWER SQUADRON 1987 (WHB)
 PP1883'MARK RECOVERED IN POOR CONDITION.
 PP1883
 PP1883                          STATION RECOVERY (2008)
 PP1883
 PP1883'RECOVERY NOTE BY MN DEPT OF TRANSP 2008 (JBG)
 PP1883'THE STATION IS LOCATED 0.95 MI (1.5 KM) NORTHEAST ON TRUNK HIGHWAY 5
 PP1883'FROM THE JUNCTION OF TRUNK HIGHWAY 25 AND COUNTY ROAD 34 IN NORWOOD
 PP1883'YOUNG AMERICA.
 PP1883'
 PP1883'TO REACH THE MARK AT TRUNK HIGHWAY 25 MILE POINT 26.9, 1.0 MI (1.6 KM)
 PP1883'SOUTHWEST OF THE JUNCTION TRUNK HIGHWAY 25 AND TRUNK HIGHWAY 5 EAST.
 PP1883'
 PP1883'IT IS 74 FT (22.6 M) SOUTHEAST OF TRUNK HIGHWAY 25, 18 FT (5.5 M) WEST
 PP1883'OF A FIELD ENTRANCE, 1.0 FT (0.3 M) NORTHWEST OF A WITNESS POST.
 PP1883
 PP1883                          STATION RECOVERY (2011)
 PP1883
 PP1883'RECOVERY NOTE BY MN DEPT OF TRANSP 2011 (AKJ)
 PP1883'RECOVERED IN GOOD CONDITION.
 PP1883
 PP1883                          STATION RECOVERY (2018)
 PP1883
 PP1883'RECOVERY NOTE BY MN DEPT OF TRANSP 2018 (LLS)
 PP1883'RECOVERED AS DESCRIBED.
 PP1883
 PP1883                          STATION RECOVERY (2020)
 PP1883
 PP1883'RECOVERY NOTE BY MN DEPT OF TRANSP 2020 (KMS)
 PP1883'RECOVERED IN GOOD CONDITION.
 PP1883
 PP1883                          STATION RECOVERY (2022)
 PP1883
 PP1883'RECOVERY NOTE BY MN DEPT OF TRANSP 2022 (JXH)
 PP1883'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 PP1886 ***********************************************************************
 PP1886  DESIGNATION -  1006 D
 PP1886  PID         -  PP1886
 PP1886  STATE/COUNTY-  MN/CARVER
 PP1886  COUNTRY     -  US
 PP1886  USGS QUAD   -  NORWOOD (2019)
 PP1886
 PP1886                         *CURRENT SURVEY CONTROL
 PP1886  ______________________________________________________________________
 PP1886* NAD 83(2011) POSITION- 44 50 10.89178(N) 093 53 19.28344(W)   ADJUSTED
 PP1886* NAD 83(2011) ELLIP HT-   274.107 (meters)        (02/21/23)   ADJUSTED
 PP1886* NAD 83(2011) EPOCH   -  2010.00
 PP1886* NAVD 88 ORTHO HEIGHT -   301.490 (meters)      989.14  (feet) ADJUSTED
 PP1886  ______________________________________________________________________
 PP1886  GEOID HEIGHT    -        -27.382 (meters)                     GEOID18
 PP1886  NAD 83(2011) X  -   -307,259.563 (meters)                     COMP
 PP1886  NAD 83(2011) Y  - -4,520,195.020 (meters)                     COMP
 PP1886  NAD 83(2011) Z  -  4,474,664.261 (meters)                     COMP
 PP1886  LAPLACE CORR    -          4.31  (seconds)                    DEFLEC18
 PP1886  DYNAMIC HEIGHT  -        301.466 (meters)      989.06  (feet) COMP
 PP1886  MODELED GRAVITY -    980,529.1   (mgal)                       NAVD 88
 PP1886
 PP1886  VERT ORDER      -  SECOND    CLASS I
 PP1886
 PP1886  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 PP1886  Standards:
 PP1886         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 PP1886            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 PP1886  -------------------------------------------------------------------
 PP1886  NETWORK    0.98   1.72           0.46   0.31   0.88      0.09114873
 PP1886  -------------------------------------------------------------------
 PP1886  Click here for local accuracies and other accuracy information.
 PP1886
 PP1886.The horizontal coordinates were established by GPS observations
 PP1886.and adjusted by the MN DEPT OF TRANSP in February 2023.
 PP1886
 PP1886.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 PP1886.been affixed to the stable North American tectonic plate. See 
 PP1886.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 PP1886
 PP1886.The horizontal coordinates are valid at the epoch date displayed above
 PP1886.which is a decimal equivalence of Year/Month/Day.
 PP1886
 PP1886.The orthometric height was determined by differential leveling and
 PP1886.adjusted by the NATIONAL GEODETIC SURVEY
 PP1886.in May 2020.
 PP1886
 PP1886.Significant digits in the geoid height do not necessarily reflect accuracy.
 PP1886.GEOID18 height accuracy estimate available here.
 PP1886
 PP1886.Click photographs - Photos may exist for this station.
 PP1886
 PP1886.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 PP1886
 PP1886.The Laplace correction was computed from DEFLEC18 derived deflections.
 PP1886
 PP1886.The ellipsoidal height was determined by GPS observations
 PP1886.and is referenced to NAD 83.
 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. The following values were computed from the NAD 83(2011) position.
 PP1886
 PP1886;                    North         East     Units Scale Factor Converg.
 PP1886;SPC MN S     -   304,048.225   808,800.861   MT  0.99993909   +0 04 40.9
 PP1886;SPC MN S     -   997,531.55  2,653,540.82   sFT  0.99993909   +0 04 40.9
 PP1886;UTM  15      - 4,965,156.306   429,758.539   MT  0.99966067   -0 37 35.9
 PP1886
 PP1886!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PP1886!SPC MN S     -   0.99995702  x   0.99993909  =   0.99989612
 PP1886!UTM  15      -   0.99995702  x   0.99966067  =   0.99961771
 PP1886
 PP1886_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK2975865156(NAD 83)
 PP1886
 PP1886                          SUPERSEDED SURVEY CONTROL
 PP1886
 PP1886  NAVD 88 (06/15/91)  301.505  (m)          989.19   (f) SUPERSEDED  2 1
 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
 PP1886.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PP1886.See file dsdata.pdf to determine how the superseded data were derived.
 PP1886
 PP1886_MARKER: DB = BENCH MARK DISK
 PP1886_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 PP1886_STAMPING: 1006 D 1971
 PP1886_MARK LOGO: MNHD
 PP1886_PROJECTION: FLUSH
 PP1886_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 PP1886_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PP1886_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PP1886+SATELLITE: SATELLITE OBSERVATIONS - November 08, 2022
 PP1886
 PP1886  HISTORY     - Date     Condition        Report By
 PP1886  HISTORY     - 19710401 MONUMENTED       MNHD
 PP1886  HISTORY     - 20080630 GOOD             MNDT
 PP1886  HISTORY     - 20201013 GOOD             MNDT
 PP1886  HISTORY     - 20221108 GOOD             MNDT
 PP1886
 PP1886                          STATION DESCRIPTION
 PP1886
 PP1886'DESCRIBED BY MN HIGHWAY DEPT 1971
 PP1886'3.4 MI S FROM MAYER.
 PP1886'MARK IS LOCATED 3.4 MILES SOUTH ALONG T.H. 25 FROM THE RAILROAD
 PP1886'CROSSING IN MAYER, 2.55 MILES NORTH OF T.H. 5, 0.8 MILES SOUTH OF
 PP1886'COUNTY ROAD 32, 52 FEET WEST OF AND 4 FEET LOWER THAN THE T.H. 25
 PP1886'CENTERLINE AT MILE MARKER 30.2, 6 FEET NORTH OF A POWER POLE, 1 FOOT
 PP1886'EAST OF A STEEL WITNESS POST, IN A 6 FOOT PRE-CAST CONCRETE MONUMENT
 PP1886'SET FLUSH WITH THE GROUND.  SE 1/4 SECTION 24, T 116N, R 26W.
 PP1886
 PP1886                          STATION RECOVERY (2008)
 PP1886
 PP1886'RECOVERY NOTE BY MN DEPT OF TRANSP 2008 (JBG)
 PP1886'THE STATION IS LOCATED 3.4 MI (5.5 KM) SOUTH OF RAILROAD CROSSING
 PP1886'TRUNK HIGHWAY 25 IN MAYER.
 PP1886'
 PP1886'TO REACH THE MARK GO 3.34 MI (5.4 KM) SOUTH ON TRUNK HIGHWAY 25 FROM
 PP1886'THE JUNCTION OF TRUNK HIGHWAY 25 AND COUNTY ROAD 30 IN MAYER, AT TRUNK
 PP1886'HIGHWAY 25 MILE POINT 30.2, 2.55 MI (4.1 KM) NORTH OF THE JUNCTION
 PP1886'TRUNK HIGHWAY 25 AND TRUNK HIGHWAY 5.
 PP1886'
 PP1886'IT IS 0.8 MI (1.3 KM) SOUTH OF COUNTY ROAD 32, 52 FT (15.8 M) WEST OF
 PP1886'TRUNK HIGHWAY 25, 6 FT (1.8 M) NORTH OF POWER POLE, 1.0 FT (0.3 M)
 PP1886'EAST OF A WITNESS POST.
 PP1886
 PP1886                          STATION RECOVERY (2020)
 PP1886
 PP1886'RECOVERY NOTE BY MN DEPT OF TRANSP 2020 (KMS)
 PP1886'RECOVERED IN GOOD CONDITION.
 PP1886
 PP1886                          STATION RECOVERY (2022)
 PP1886
 PP1886'RECOVERY NOTE BY MN DEPT OF TRANSP 2022 (AXH)
 PP1886'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 PP1888 ***********************************************************************
 PP1888  DESIGNATION -  1006 E
 PP1888  PID         -  PP1888
 PP1888  STATE/COUNTY-  MN/CARVER
 PP1888  COUNTRY     -  US
 PP1888  USGS QUAD   -  NORWOOD (2019)
 PP1888
 PP1888                         *CURRENT SURVEY CONTROL
 PP1888  ______________________________________________________________________
 PP1888* NAD 83(2011) POSITION- 44 51 46.07680(N) 093 53 16.92556(W)   ADJUSTED
 PP1888* NAD 83(2011) ELLIP HT-   269.786 (meters)        (06/27/12)   ADJUSTED
 PP1888* NAD 83(2011) EPOCH   -  2010.00
 PP1888* NAVD 88 ORTHO HEIGHT -   297.174 (meters)      974.98  (feet) ADJUSTED
 PP1888  ______________________________________________________________________
 PP1888  GEOID HEIGHT    -        -27.389 (meters)                     GEOID18
 PP1888  NAD 83(2011) X  -   -307,067.166 (meters)                     COMP
 PP1888  NAD 83(2011) Y  - -4,518,127.942 (meters)                     COMP
 PP1888  NAD 83(2011) Z  -  4,476,744.426 (meters)                     COMP
 PP1888  LAPLACE CORR    -          3.99  (seconds)                    DEFLEC18
 PP1888  DYNAMIC HEIGHT  -        297.151 (meters)      974.90  (feet) COMP
 PP1888  MODELED GRAVITY -    980,531.7   (mgal)                       NAVD 88
 PP1888
 PP1888  VERT ORDER      -  SECOND    CLASS I
 PP1888
 PP1888  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 PP1888  Standards:
 PP1888         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 PP1888            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 PP1888  -------------------------------------------------------------------
 PP1888  NETWORK    0.77   1.35           0.34   0.28   0.69      0.26836137
 PP1888  -------------------------------------------------------------------
 PP1888  Click here for local accuracies and other accuracy information.
 PP1888
 PP1888.The horizontal coordinates were established by GPS observations
 PP1888.and adjusted by the National Geodetic Survey in June 2012.
 PP1888
 PP1888.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 PP1888.been affixed to the stable North American tectonic plate. See 
 PP1888.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 PP1888
 PP1888.The horizontal coordinates are valid at the epoch date displayed above
 PP1888.which is a decimal equivalence of Year/Month/Day.
 PP1888
 PP1888.The orthometric height was determined by differential leveling and
 PP1888.adjusted by the NATIONAL GEODETIC SURVEY
 PP1888.in May 2020.
 PP1888
 PP1888.Significant digits in the geoid height do not necessarily reflect accuracy.
 PP1888.GEOID18 height accuracy estimate available here.
 PP1888
 PP1888.Click photographs - Photos may exist for this station.
 PP1888
 PP1888.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 PP1888
 PP1888.The Laplace correction was computed from DEFLEC18 derived deflections.
 PP1888
 PP1888.The ellipsoidal height was determined by GPS observations
 PP1888.and is referenced to NAD 83.
 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. The following values were computed from the NAD 83(2011) position.
 PP1888
 PP1888;                    North         East     Units Scale Factor Converg.
 PP1888;SPC MN S     -   306,986.396   808,848.622   MT  0.99994190   +0 04 42.5
 PP1888;SPC MN S     - 1,007,171.20  2,653,697.52   sFT  0.99994190   +0 04 42.5
 PP1888;UTM  15      - 4,968,092.846   429,842.415   MT  0.99966052   -0 37 35.2
 PP1888
 PP1888!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PP1888!SPC MN S     -   0.99995770  x   0.99994190  =   0.99989960
 PP1888!UTM  15      -   0.99995770  x   0.99966052  =   0.99961824
 PP1888
 PP1888:                Primary Azimuth Mark                     Grid Az
 PP1888:SPC MN S     -  1006 F                                   359 03 36.5
 PP1888:UTM  15      -  1006 F                                   359 45 54.2
 PP1888
 PP1888_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK2984268092(NAD 83)
 PP1888
 PP1888|---------------------------------------------------------------------|
 PP1888| PID    Reference Object                     Distance      Geod. Az  |
 PP1888|                                                           dddmmss.s |
 PP1888| PP1889 1006 F                              APPROX. 1.5 KM 3590819.0 |
 PP1888|---------------------------------------------------------------------|
 PP1888
 PP1888                          SUPERSEDED SURVEY CONTROL
 PP1888
 PP1888  NAD 83(2007)-  44 51 46.07700(N)    093 53 16.92610(W) AD(2002.00) 1
 PP1888  ELLIP H (02/25/11)  269.812  (m)                       GP(2002.00) 2 1
 PP1888  NAVD 88 (08/01/13)  297.190  (m)          975.03   (f) SUPERSEDED  2 1
 PP1888  NAVD 88 (02/25/11)  297.17   (m)  GEOID09  model used  GPS OBS        
 PP1888  NAVD 88 (06/15/91)  297.194  (m)          975.04   (f) SUPERSEDED  2 0
 PP1888  NGVD 29 (??/??/92)  297.116  (m)          974.79   (f) ADJ UNCH    2 0
 PP1888
 PP1888.Superseded values are not recommended for survey control.
 PP1888
 PP1888.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PP1888.See file dsdata.pdf to determine how the superseded data were derived.
 PP1888
 PP1888_MARKER: DB = BENCH MARK DISK
 PP1888_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 PP1888_STAMPING: 1006 E 1971
 PP1888_MARK LOGO: MNHD
 PP1888_PROJECTION: FLUSH
 PP1888_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 PP1888_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PP1888_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 PP1888+SATELLITE: SATELLITE OBSERVATIONS - October 12, 2020
 PP1888
 PP1888  HISTORY     - Date     Condition        Report By
 PP1888  HISTORY     - 19710401 MONUMENTED       MNHD
 PP1888  HISTORY     - 20080630 GOOD             MNDT
 PP1888  HISTORY     - 20201012 GOOD             MNDT
 PP1888
 PP1888                          STATION DESCRIPTION
 PP1888
 PP1888'DESCRIBED BY MN HIGHWAY DEPT 1971
 PP1888'1.5 MI S FROM MAYER.
 PP1888'MARK IS LOCATED 1.5 MILES SOUTH ALONG T.H. 25 FROM THE RAILROAD
 PP1888'CROSSING IN MAYER, 1.05 MILES NORTH OF COUNTY ROAD 32, 56 FEET EAST OF
 PP1888'AND ABOUT LEVEL WITH T.H. 25 CENTERLINE AT MILE MARKER 32.05, 25 FEET
 PP1888'NORTH OF A FIELD ENTRANCE EAST, 3 FEET WEST OF A FENCE CORNER, 1 FOOT
 PP1888'WEST OF A STEEL WITNESS POST, IN A 6 FOOT PRE-CAST CONCRETE MONUMENT
 PP1888'SET FLUSH WITH THE GROUND.  SW 1/4 SECTION 18, T 116N, R 25W.
 PP1888
 PP1888                          STATION RECOVERY (2008)
 PP1888
 PP1888'RECOVERY NOTE BY MN DEPT OF TRANSP 2008 (DAS)
 PP1888'THE MARK WAS RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.
 PP1888'THE MARK IS 1.5 MILES SOUTH OF RAILROAD CROSSING TRUNK HIGHWAY 25 IN
 PP1888'MAYER, 1.52 MILES SOUTH ON TRUNK HIGHWAY 25 FROM JUNCTION OF TRUNK
 PP1888'HIGHWAY 25 AND COUNTY ROAD 30 IN MAYER, AT TRUNK HIGHWAY 25 MILEPOINT
 PP1888'32.05, 1.05 MILES NORTH OF COUNTY ROAD 32, 56 FEET EAST OF TRUNK
 PP1888'HIGHWAY 25, 25 FEET NORTH OF FIELD ENTRANCE EAST, 3 FEET WEST OF FENCE
 PP1888'CORNER, 1.0 FOOT WEST OF WITNESS POST.
 PP1888
 PP1888                          STATION RECOVERY (2020)
 PP1888
 PP1888'RECOVERY NOTE BY MN DEPT OF TRANSP 2020 (KMS)
 PP1888'1.5 MI (2.4 KM) SOUTH OF MAYER, 1.52 MI (2.45 KM) SOUTH ALONG TRUNK
 PP1888'HIGHWAY 25 FROM THE NORTH JUNCTION OF TRUNK HIGHWAY 25 AND COUNTY ROAD
 PP1888'30 IN MAYER, AT TRUNK HIGHWAY 25 MILE POINT 32.05, 56.0 FT (17.1 M)
 PP1888'EAST OF TRUNK HIGHWAY 25, 25.0 FT (7.6 M) NORTH OF A FIELD ENTRANCE
 PP1888'EAST, 3.0 FT (0.9 M) WEST OF A FENCE CORNER, 1.0 FT (0.3 M) WEST OF A
 PP1888'WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 PP1889 ***********************************************************************
 PP1889  DESIGNATION -  1006 F
 PP1889  PID         -  PP1889
 PP1889  STATE/COUNTY-  MN/CARVER
 PP1889  COUNTRY     -  US
 PP1889  USGS QUAD   -  MAYER (2019)
 PP1889
 PP1889                         *CURRENT SURVEY CONTROL
 PP1889  ______________________________________________________________________
 PP1889* NAD 83(2011) POSITION- 44 52 35.92817(N) 093 53 17.97970(W)   ADJUSTED
 PP1889* NAD 83(2011) ELLIP HT-   269.099 (meters)        (06/27/12)   ADJUSTED
 PP1889* NAD 83(2011) EPOCH   -  2010.00
 PP1889* NAVD 88 ORTHO HEIGHT -   296.460 (meters)      972.64  (feet) ADJUSTED
 PP1889  ______________________________________________________________________
 PP1889  GEOID HEIGHT    -        -27.395 (meters)                     GEOID18
 PP1889  NAD 83(2011) X  -   -307,016.599 (meters)                     COMP
 PP1889  NAD 83(2011) Y  - -4,517,042.669 (meters)                     COMP
 PP1889  NAD 83(2011) Z  -  4,477,834.607 (meters)                     COMP
 PP1889  LAPLACE CORR    -          3.67  (seconds)                    DEFLEC18
 PP1889  DYNAMIC HEIGHT  -        296.437 (meters)      972.56  (feet) COMP
 PP1889  MODELED GRAVITY -    980,532.3   (mgal)                       NAVD 88
 PP1889
 PP1889  VERT ORDER      -  SECOND    CLASS I
 PP1889
 PP1889  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 PP1889  Standards:
 PP1889         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 PP1889            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 PP1889  -------------------------------------------------------------------
 PP1889  NETWORK    0.42   0.71           0.20   0.13   0.36      0.01296816
 PP1889  -------------------------------------------------------------------
 PP1889  Click here for local accuracies and other accuracy information.
 PP1889
 PP1889.The horizontal coordinates were established by GPS observations
 PP1889.and adjusted by the National Geodetic Survey in June 2012.
 PP1889
 PP1889.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 PP1889.been affixed to the stable North American tectonic plate. See 
 PP1889.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 PP1889
 PP1889.The horizontal coordinates are valid at the epoch date displayed above
 PP1889.which is a decimal equivalence of Year/Month/Day.
 PP1889
 PP1889.The orthometric height was determined by differential leveling and
 PP1889.adjusted by the NATIONAL GEODETIC SURVEY
 PP1889.in May 2020.
 PP1889
 PP1889.Significant digits in the geoid height do not necessarily reflect accuracy.
 PP1889.GEOID18 height accuracy estimate available here.
 PP1889
 PP1889.Click photographs - Photos may exist for this station.
 PP1889
 PP1889.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 PP1889
 PP1889.The Laplace correction was computed from DEFLEC18 derived deflections.
 PP1889
 PP1889.The ellipsoidal height was determined by GPS observations
 PP1889.and is referenced to NAD 83.
 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. The following values were computed from the NAD 83(2011) position.
 PP1889
 PP1889;                    North         East     Units Scale Factor Converg.
 PP1889;SPC MN S     -   308,525.149   808,823.378   MT  0.99994345   +0 04 41.8
 PP1889;SPC MN S     - 1,012,219.59  2,653,614.70   sFT  0.99994345   +0 04 41.8
 PP1889;UTM  15      - 4,969,631.358   429,836.108   MT  0.99966053   -0 37 36.5
 PP1889
 PP1889!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PP1889!SPC MN S     -   0.99995781  x   0.99994345  =   0.99990126
 PP1889!UTM  15      -   0.99995781  x   0.99966053  =   0.99961835
 PP1889
 PP1889:                Primary Azimuth Mark                     Grid Az
 PP1889:SPC MN S     -  1006 E                                   179 03 36.5
 PP1889:UTM  15      -  1006 E                                   179 45 54.8
 PP1889
 PP1889_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK2983669631(NAD 83)
 PP1889
 PP1889|---------------------------------------------------------------------|
 PP1889| PID    Reference Object                     Distance      Geod. Az  |
 PP1889|                                                           dddmmss.s |
 PP1889| PP1888 1006 E                              APPROX. 1.5 KM 1790818.3 |
 PP1889|---------------------------------------------------------------------|
 PP1889
 PP1889                          SUPERSEDED SURVEY CONTROL
 PP1889
 PP1889  NAD 83(2007)-  44 52 35.92843(N)    093 53 17.98044(W) AD(2002.00) 1
 PP1889  ELLIP H (02/25/11)  269.127  (m)                       GP(2002.00) 2 1
 PP1889  NAVD 88 (08/01/13)  296.476  (m)          972.69   (f) SUPERSEDED  2 1
 PP1889  NAVD 88 (02/25/11)  296.50   (m)  GEOID09  model used  GPS OBS        
 PP1889  NAVD 88 (06/15/91)  296.496  (m)          972.75   (f) SUPERSEDED  2 0
 PP1889  NGVD 29 (??/??/92)  296.418  (m)          972.50   (f) ADJ UNCH    2 0
 PP1889
 PP1889.Superseded values are not recommended for survey control.
 PP1889
 PP1889.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PP1889.See file dsdata.pdf to determine how the superseded data were derived.
 PP1889
 PP1889_MARKER: DB = BENCH MARK DISK
 PP1889_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 PP1889_STAMPING: 1006 F 1971
 PP1889_MARK LOGO: MNHD
 PP1889_PROJECTION: FLUSH
 PP1889_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 PP1889_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PP1889_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PP1889+SATELLITE: SATELLITE OBSERVATIONS - November 08, 2022
 PP1889
 PP1889  HISTORY     - Date     Condition        Report By
 PP1889  HISTORY     - 19710401 MONUMENTED       MNHD
 PP1889  HISTORY     - 1980     GOOD             MNDT
 PP1889  HISTORY     - 20080626 GOOD             MNDT
 PP1889  HISTORY     - 20201012 GOOD             MNDT
 PP1889  HISTORY     - 20221108 GOOD             MNDT
 PP1889
 PP1889                          STATION DESCRIPTION
 PP1889
 PP1889'DESCRIBED BY MN HIGHWAY DEPT 1971
 PP1889'0.5 MI S FROM MAYER.
 PP1889'MARK IS LOCATED 0.5 MILES SOUTH ALONG T.H. 25 FROM THE RAILROAD
 PP1889'CROSSING IN MAYER 250 FEET SOUTH OF COUNTY ROAD 30, 44 FEET WEST OF
 PP1889'AND 3 FEET LOWER THAN THE CENTERLINE OF T.H. 25 AT MILE MARKER 32.95,
 PP1889'10 FEET SOUTH OF A POWER POLE, 1 FOOT EAST OF A STEEL WITNESS POST IN
 PP1889'A 6 FOOT PRE-CAST CONCRETE MONUMENT SET FLUSH WITH THE GROUND.  NE 1/4
 PP1889'SECTION 12, T 116N, R 26W.
 PP1889
 PP1889                          STATION RECOVERY (1980)
 PP1889
 PP1889'RECOVERY NOTE BY MN DEPT OF TRANSP 1980 (EGS)
 PP1889'LOCATED 0.5 MILE SOUTH ALONG TRUNK HIGHWAY 25 FROM THE RAILROAD
 PP1889'CROSSING IN MAYER AND IS NEAR HIGHWAY 25 MILE POINT 32.95 IN THE NE
 PP1889'1/4 OF SECTION 12, T116N, R26W.  THE MARK IS 250 FEET SOUTH OF THE
 PP1889'SOUTH JUNCTION OF COUNTY ROAD 30 AND HIGHWAY 25, 44 FEET WEST OF THE
 PP1889'CENTERLINE OF HIGHWAY 25, 10 FEET SOUTH OF A POWER POLE AND 1 FOOT
 PP1889'EAST OF A STEEL WITNESS POST.  THE MARK, A STANDARD MNHD BENCH MARK
 PP1889'DISK STAMPED---1006 F 1971---, IS SET IN THE TOP OF A MAGNETIC
 PP1889'CONCRETE POST THAT IS BURIED 2 INCHES BELOW GROUND LEVEL.
 PP1889
 PP1889                          STATION RECOVERY (2008)
 PP1889
 PP1889'RECOVERY NOTE BY MN DEPT OF TRANSP 2008 (DAS)
 PP1889'THE MARK WAS RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.
 PP1889'THE MARK IS 0.57 MILE SOUTH OF MAYER, 0.53 MILE SOUTH OF JUNCTION OF
 PP1889'TRUNK HIGHWAY 25 AND RAILROAD IN MAYER, 0.56 MILE SOUTH ON TRUNK
 PP1889'HIGHWAY 25 FROM JUNCTION TRUNK HIGHWAY 25 AND COUNTY ROAD 30 (WEST) IN
 PP1889'MAYER, AT TRUNK HIGHWAY 25 MILEPOINT 32.95, 250 FEET SOUTH OF SOUTH
 PP1889'JUNCTION TRUNK HIGHWAY 25 AND COUNTY ROAD 30, 44 FEET WEST OF TRUNK
 PP1889'HIGHWAY 25, 10 FEET SOUTH OF POWER POLE, 1.0 FOOT EAST OF WITNESS
 PP1889'POST.
 PP1889
 PP1889                          STATION RECOVERY (2020)
 PP1889
 PP1889'RECOVERY NOTE BY MN DEPT OF TRANSP 2020 (KMS)
 PP1889'RECOVERED IN GOOD CONDITION.
 PP1889
 PP1889                          STATION RECOVERY (2022)
 PP1889
 PP1889'RECOVERY NOTE BY MN DEPT OF TRANSP 2022 (BXG)
 PP1889'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 PP1891 ***********************************************************************
 PP1891  DESIGNATION -  1006 G
 PP1891  PID         -  PP1891
 PP1891  STATE/COUNTY-  MN/CARVER
 PP1891  COUNTRY     -  US
 PP1891  USGS QUAD   -  WATERTOWN (2019)
 PP1891
 PP1891                         *CURRENT SURVEY CONTROL
 PP1891  ______________________________________________________________________
 PP1891* NAD 83(1986) POSITION- 44 54 06.61   (N) 093 52 23.18   (W)   HD_HELD1
 PP1891* NAVD 88 ORTHO HEIGHT -   287.771 (meters)      944.13  (feet) ADJUSTED
 PP1891  ______________________________________________________________________
 PP1891  GEOID HEIGHT    -        -27.395 (meters)                     GEOID18
 PP1891  DYNAMIC HEIGHT  -        287.750 (meters)      944.06  (feet) COMP
 PP1891  MODELED GRAVITY -    980,535.2   (mgal)                       NAVD 88
 PP1891
 PP1891  VERT ORDER      -  SECOND    CLASS I
 PP1891
 PP1891.The horizontal coordinates were determined by differentially corrected
 PP1891.hand held GPS observations or other comparable positioning techniques
 PP1891.and have an estimated accuracy of +/- 3 meters.
 PP1891
 PP1891.The orthometric height was determined by differential leveling and
 PP1891.adjusted by the NATIONAL GEODETIC SURVEY
 PP1891.in September 2013.
 PP1891
 PP1891.No vertical observational check was made to the station.
 PP1891
 PP1891.Significant digits in the geoid height do not necessarily reflect accuracy.
 PP1891.GEOID18 height accuracy estimate available here.
 PP1891
 PP1891.Click photographs - Photos may exist for this station.
 PP1891
 PP1891.The dynamic height is computed by dividing the NAVD 88
 PP1891.geopotential number by the normal gravity value computed on the
 PP1891.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP1891.degrees latitude (g = 980.6199 gals.).
 PP1891
 PP1891.The modeled gravity was interpolated from observed gravity values.
 PP1891
 PP1891;                    North         East    Units  Estimated Accuracy
 PP1891;SPC MN S     -   311,326.0     810,021.8     MT  (+/- 3 meters HH1 GPS) 
 PP1891
 PP1891_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK3106872416(NAD 83)
 PP1891
 PP1891                          SUPERSEDED SURVEY CONTROL
 PP1891
 PP1891  NAVD 88 (06/15/91)  287.774  (m)          944.14   (f) SUPERSEDED  2 0
 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
 PP1891.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PP1891.See file dsdata.pdf to determine how the superseded data were derived.
 PP1891
 PP1891_MARKER: DB = BENCH MARK DISK
 PP1891_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 PP1891_SP_SET: BOX CULVERT HEADWALL
 PP1891_STAMPING: 1006 G 1971
 PP1891_MARK LOGO: MNHD
 PP1891_MAGNETIC: N = NO MAGNETIC MATERIAL
 PP1891_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PP1891+STABILITY: SURFACE MOTION
 PP1891_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 PP1891+SATELLITE: SATELLITE OBSERVATIONS - October 12, 2020
 PP1891
 PP1891  HISTORY     - Date     Condition        Report By
 PP1891  HISTORY     - 19710401 MONUMENTED       MNHD
 PP1891  HISTORY     - 1980     GOOD             MNDT
 PP1891  HISTORY     - 20100819 GOOD             MNDT
 PP1891  HISTORY     - 20201012 GOOD             MNDT
 PP1891
 PP1891                          STATION DESCRIPTION
 PP1891
 PP1891'DESCRIBED BY MN HIGHWAY DEPT 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.
 PP1891
 PP1891                          STATION RECOVERY (2010)
 PP1891
 PP1891'RECOVERY NOTE BY MN DEPT OF TRANSP 2010 (MPP)
 PP1891'THE MARK IS 1.5 MI (2.4 KM) NORTH-NORTHEAST OF MAYER.
 PP1891'
 PP1891'TO REACH THE MARK GO 1.43 MI (2.3 KM) NORTHEAST ALONG TRUNK HIGHWAY 25
 PP1891'FROM THE JUNCTION OF TRUNK HIGHWAY 25 AND COUNTY ROAD 30 IN MAYER, AT
 PP1891'TRUNK HIGHWAY 25 MILE POINT 35.0.
 PP1891'
 PP1891'IT IS 0.25 MI (0.4 KM) SOUTH OF THE JUNCTION TRUNK HIGHWAY 25 AND
 PP1891'TRUNK HIGHWAY 7, IN SOUTH END OF EAST HEADWALL OF TRUNK HIGHWAY 25 BOX
 PP1891'CULVERT AT DITCH.
 PP1891
 PP1891                          STATION RECOVERY (2020)
 PP1891
 PP1891'RECOVERY NOTE BY MN DEPT OF TRANSP 2020 (KMS)
 PP1891'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DN6843 ***********************************************************************
 DN6843  DESIGNATION -  1006 H
 DN6843  PID         -  DN6843
 DN6843  STATE/COUNTY-  MN/CARVER
 DN6843  COUNTRY     -  US
 DN6843  USGS QUAD   -  NORWOOD (2019)
 DN6843
 DN6843                         *CURRENT SURVEY CONTROL
 DN6843  ______________________________________________________________________
 DN6843* NAD 83(2011) POSITION- 44 48 55.73997(N) 093 53 17.70363(W)   ADJUSTED
 DN6843* NAD 83(2011) ELLIP HT-   277.500 (meters)        (02/21/23)   ADJUSTED
 DN6843* NAD 83(2011) EPOCH   -  2010.00
 DN6843* NAVD 88 ORTHO HEIGHT -   304.863 (meters)     1000.20  (feet) ADJUSTED
 DN6843  ______________________________________________________________________
 DN6843  GEOID HEIGHT    -        -27.381 (meters)                     GEOID18
 DN6843  NAD 83(2011) X  -   -307,336.007 (meters)                     COMP
 DN6843  NAD 83(2011) Y  - -4,521,831.478 (meters)                     COMP
 DN6843  NAD 83(2011) Z  -  4,473,021.216 (meters)                     COMP
 DN6843  LAPLACE CORR    -          4.66  (seconds)                    DEFLEC18
 DN6843  DYNAMIC HEIGHT  -        304.838 (meters)     1000.12  (feet) COMP
 DN6843  MODELED GRAVITY -    980,527.1   (mgal)                       NAVD 88
 DN6843
 DN6843  VERT ORDER      -  SECOND    CLASS I
 DN6843
 DN6843  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DN6843  Standards:
 DN6843         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DN6843            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DN6843  -------------------------------------------------------------------
 DN6843  NETWORK    0.81   1.39           0.38   0.26   0.71      0.07268086
 DN6843  -------------------------------------------------------------------
 DN6843  Click here for local accuracies and other accuracy information.
 DN6843
 DN6843.The horizontal coordinates were established by GPS observations
 DN6843.and adjusted by the MN DEPT OF TRANSP in February 2023.
 DN6843
 DN6843.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DN6843.been affixed to the stable North American tectonic plate. See 
 DN6843.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DN6843
 DN6843.The horizontal coordinates are valid at the epoch date displayed above
 DN6843.which is a decimal equivalence of Year/Month/Day.
 DN6843
 DN6843.The orthometric height was determined by differential leveling and
 DN6843.adjusted by the NATIONAL GEODETIC SURVEY
 DN6843.in May 2020.
 DN6843
 DN6843.Significant digits in the geoid height do not necessarily reflect accuracy.
 DN6843.GEOID18 height accuracy estimate available here.
 DN6843
 DN6843.Click photographs - Photos may exist for this station.
 DN6843
 DN6843.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DN6843
 DN6843.The Laplace correction was computed from DEFLEC18 derived deflections.
 DN6843
 DN6843.The ellipsoidal height was determined by GPS observations
 DN6843.and is referenced to NAD 83.
 DN6843
 DN6843.The dynamic height is computed by dividing the NAVD 88
 DN6843.geopotential number by the normal gravity value computed on the
 DN6843.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN6843.degrees latitude (g = 980.6199 gals.).
 DN6843
 DN6843.The modeled gravity was interpolated from observed gravity values.
 DN6843
 DN6843. The following values were computed from the NAD 83(2011) position.
 DN6843
 DN6843;                    North         East     Units Scale Factor Converg.
 DN6843;SPC MN S     -   301,728.558   808,838.729   MT  0.99993703   +0 04 42.0
 DN6843;SPC MN S     -   989,921.11  2,653,665.06   sFT  0.99993703   +0 04 42.0
 DN6843;UTM  15      - 4,962,836.992   429,767.879   MT  0.99966065   -0 37 33.9
 DN6843
 DN6843!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DN6843!SPC MN S     -   0.99995649  x   0.99993703  =   0.99989353
 DN6843!UTM  15      -   0.99995649  x   0.99966065  =   0.99961716
 DN6843
 DN6843_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK2976762836(NAD 83)
 DN6843
 DN6843                          SUPERSEDED SURVEY CONTROL
 DN6843
 DN6843  NAVD 88 (08/01/13)  304.877  (m)         1000.25   (f) SUPERSEDED  2 1
 DN6843
 DN6843.Superseded values are not recommended for survey control.
 DN6843
 DN6843.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN6843.See file dsdata.pdf to determine how the superseded data were derived.
 DN6843
 DN6843_MARKER: F = FLANGE-ENCASED ROD
 DN6843_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DN6843_STAMPING: 1006 H 2010
 DN6843_MARK LOGO: MNDT
 DN6843_PROJECTION: FLUSH
 DN6843_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DN6843_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DN6843_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DN6843+SATELLITE: SATELLITE OBSERVATIONS - November 09, 2022
 DN6843_ROD/PIPE-DEPTH: 7.6 meters
 DN6843
 DN6843  HISTORY     - Date     Condition        Report By
 DN6843  HISTORY     - 20100809 MONUMENTED       MNDT
 DN6843  HISTORY     - 20201013 GOOD             MNDT
 DN6843  HISTORY     - 20221109 GOOD             MNDT
 DN6843
 DN6843                          STATION DESCRIPTION
 DN6843
 DN6843'DESCRIBED BY MN DEPT OF TRANSP 2010
 DN6843'THE STATION IS LOCATED 2.0 MI (3.2 KM) NORTHEAST OF NORWOOD YOUNG
 DN6843'AMERICA.
 DN6843'
 DN6843'TO REACH THE MARK GO 0.95 MI (1.5 KM) NORTH ALONG TRUNK HIGHWAY 25
 DN6843'FROM THE JUNCTION OF TRUNK HIGHWAY 25 AND TRUNK HIGHWAY 5 NORTHEAST OF
 DN6843'NORWOOD YOUNG AMERICA, AT TRUNK HIGHWAY 25 MILE POINT 28.8.
 DN6843'
 DN6843'IT IS 75.8 FT (23.1 M) NORTH OF POWER POLE, 34.4 FT (10.5 M) EAST OF
 DN6843'TRUNK HIGHWAY 25, 15.9 FT (4.8 M) NORTH OF A FIELD ENTRANCE, 2.2 FT
 DN6843'(0.7 M) SOUTH OF A WITNESS POST.
 DN6843'
 DN6843'NOTE - THE STATION MARK CONSISTS OF A 3/4 INCH (19 MM) DIAMETER
 DN6843'ALUMINUM ROD DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL MARK
 DN6843'REMOVABLE DISK SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY
 DN6843'A SIX-INCH PVC PIPE BACKFILLED WITH WASHED SAND.
 DN6843
 DN6843                          STATION RECOVERY (2020)
 DN6843
 DN6843'RECOVERY NOTE BY MN DEPT OF TRANSP 2020 (KMS)
 DN6843'THE MARK WAS LOCATED ABOUT 2.0 MI (3.2 KM) NORTHEAST OF NORWOOD YOUNG
 DN6843'AMERICA.
 DN6843'
 DN6843'TO REACH GO 0.95 MI (1.53 KM) NORTH ALONG TRUNK HIGHWAY 25 FROM THE
 DN6843'JUNCTION OF TRUNK HIGHWAY 25 AND TRUNK HIGHWAY 5 (THE JUNCTION IS 3.0
 DN6843'MI (4.8 KM) NORTHEAST OF NORWOOD YOUNG AMERICA), AT TRUNK HIGHWAY 25
 DN6843'MILE POINT 28.8.
 DN6843'
 DN6843'IT IS 75.8 FT (23.1 M) NORTH OF A POWER POLE, 34.4 FT (10.5 M) EAST OF
 DN6843'TRUNK HIGHWAY 25, 15.9 FT (4.8 M) NORTH OF A FIELD ENTRANCE, 2.2 FT
 DN6843'(0.7 M) SOUTH OF A WITNESS POST.
 DN6843'
 DN6843'NOTE-THE STATION STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER
 DN6843'ALUMINUM ROD DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION
 DN6843'REMOVABLE DISK SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY
 DN6843'A SIX-INCH PVC PIPE BACK FILLED WITH WASHED SAND.
 DN6843
 DN6843                          STATION RECOVERY (2022)
 DN6843
 DN6843'RECOVERY NOTE BY MN DEPT OF TRANSP 2022 (AXH)
 DN6843'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DN6844 ***********************************************************************
 DN6844  DESIGNATION -  1006 J
 DN6844  PID         -  DN6844
 DN6844  STATE/COUNTY-  MN/CARVER
 DN6844  COUNTRY     -  US
 DN6844  USGS QUAD   -  NORWOOD (2019)
 DN6844
 DN6844                         *CURRENT SURVEY CONTROL
 DN6844  ______________________________________________________________________
 DN6844* NAD 83(2011) POSITION- 44 49 35.19740(N) 093 53 17.89073(W)   ADJUSTED
 DN6844* NAD 83(2011) ELLIP HT-   271.911 (meters)        (02/21/23)   ADJUSTED
 DN6844* NAD 83(2011) EPOCH   -  2010.00
 DN6844* NAVD 88 ORTHO HEIGHT -   299.287 (meters)      981.91  (feet) ADJUSTED
 DN6844  ______________________________________________________________________
 DN6844  GEOID HEIGHT    -        -27.381 (meters)                     GEOID18
 DN6844  NAD 83(2011) X  -   -307,281.617 (meters)                     COMP
 DN6844  NAD 83(2011) Y  - -4,520,970.615 (meters)                     COMP
 DN6844  NAD 83(2011) Z  -  4,473,881.264 (meters)                     COMP
 DN6844  LAPLACE CORR    -          4.47  (seconds)                    DEFLEC18
 DN6844  DYNAMIC HEIGHT  -        299.263 (meters)      981.83  (feet) COMP
 DN6844  MODELED GRAVITY -    980,528.3   (mgal)                       NAVD 88
 DN6844
 DN6844  VERT ORDER      -  SECOND    CLASS I
 DN6844
 DN6844  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DN6844  Standards:
 DN6844         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DN6844            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DN6844  -------------------------------------------------------------------
 DN6844  NETWORK    0.92   1.59           0.43   0.30   0.81      0.08867157
 DN6844  -------------------------------------------------------------------
 DN6844  Click here for local accuracies and other accuracy information.
 DN6844
 DN6844.The horizontal coordinates were established by GPS observations
 DN6844.and adjusted by the MN DEPT OF TRANSP in February 2023.
 DN6844
 DN6844.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DN6844.been affixed to the stable North American tectonic plate. See 
 DN6844.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DN6844
 DN6844.The horizontal coordinates are valid at the epoch date displayed above
 DN6844.which is a decimal equivalence of Year/Month/Day.
 DN6844
 DN6844.The orthometric height was determined by differential leveling and
 DN6844.adjusted by the NATIONAL GEODETIC SURVEY
 DN6844.in May 2020.
 DN6844
 DN6844.Significant digits in the geoid height do not necessarily reflect accuracy.
 DN6844.GEOID18 height accuracy estimate available here.
 DN6844
 DN6844.Click photographs - Photos may exist for this station.
 DN6844
 DN6844.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DN6844
 DN6844.The Laplace correction was computed from DEFLEC18 derived deflections.
 DN6844
 DN6844.The ellipsoidal height was determined by GPS observations
 DN6844.and is referenced to NAD 83.
 DN6844
 DN6844.The dynamic height is computed by dividing the NAVD 88
 DN6844.geopotential number by the normal gravity value computed on the
 DN6844.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN6844.degrees latitude (g = 980.6199 gals.).
 DN6844
 DN6844.The modeled gravity was interpolated from observed gravity values.
 DN6844
 DN6844. The following values were computed from the NAD 83(2011) position.
 DN6844
 DN6844;                    North         East     Units Scale Factor Converg.
 DN6844;SPC MN S     -   302,946.485   808,832.954   MT  0.99993810   +0 04 41.8
 DN6844;SPC MN S     -   993,916.93  2,653,646.12   sFT  0.99993810   +0 04 41.8
 DN6844;UTM  15      - 4,964,054.561   429,777.077   MT  0.99966064   -0 37 34.5
 DN6844
 DN6844!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DN6844!SPC MN S     -   0.99995737  x   0.99993810  =   0.99989547
 DN6844!UTM  15      -   0.99995737  x   0.99966064  =   0.99961802
 DN6844
 DN6844_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK2977764054(NAD 83)
 DN6844
 DN6844                          SUPERSEDED SURVEY CONTROL
 DN6844
 DN6844  NAVD 88 (08/01/13)  299.301  (m)          981.96   (f) SUPERSEDED  2 1
 DN6844
 DN6844.Superseded values are not recommended for survey control.
 DN6844
 DN6844.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN6844.See file dsdata.pdf to determine how the superseded data were derived.
 DN6844
 DN6844_MARKER: I = METAL ROD
 DN6844_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DN6844_STAMPING: 1006 J 2010
 DN6844_MARK LOGO: MNDT
 DN6844_PROJECTION: FLUSH
 DN6844_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DN6844_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DN6844_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DN6844+SATELLITE: SATELLITE OBSERVATIONS - November 09, 2022
 DN6844_ROD/PIPE-DEPTH: 12.2 meters
 DN6844
 DN6844  HISTORY     - Date     Condition        Report By
 DN6844  HISTORY     - 20100809 MONUMENTED       MNDT
 DN6844  HISTORY     - 20191106 GOOD             MNDT
 DN6844  HISTORY     - 20201013 GOOD             MNDT
 DN6844  HISTORY     - 20221109 GOOD             MNDT
 DN6844
 DN6844                          STATION DESCRIPTION
 DN6844
 DN6844'DESCRIBED BY MN DEPT OF TRANSP 2010
 DN6844'THE STATION IS LOCATED 2.5 MI (4.0 KM) NORTHEAST OF NORWOOD YOUNG
 DN6844'AMERICA.
 DN6844'
 DN6844'TO REACH THE MARK GO 1.7 MI (2.7 KM) NORTH ALONG TRUNK HIGHWAY 25 FROM
 DN6844'THE JUNCTION OF TRUNK HIGHWAY 25 AND TRUNK HIGHWAY 5 NORTHEAST OF
 DN6844'NORWOOD YOUNG AMERICA, AT TRUNK HIGHWAY 25 MILE POINT 29.55.
 DN6844'
 DN6844'IT IS 50 FT (15.2 M) EAST OF TRUNK HIGHWAY 25, 10 FT (3.0 M) NORTH OF
 DN6844'A FIELD ENTRANCE.
 DN6844'
 DN6844'NOTE - THE STATION MARK CONSISTS OF A 3/4 INCH (19 MM) DIAMETER
 DN6844'ALUMINUM ROD DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL MARK
 DN6844'REMOVABLE DISK SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY
 DN6844'A SIX-INCH PVC PIPE BACKFILLED WITH WASHED SAND.
 DN6844
 DN6844                          STATION RECOVERY (2019)
 DN6844
 DN6844'RECOVERY NOTE BY MN DEPT OF TRANSP 2019 (MPP)
 DN6844'2.5 MI (4.0 KM) NORTHEAST OF NORWOOD YOUNG AMERICA, 1.7 MI (2.7 KM)
 DN6844'NORTH ALONG TRUNK HIGHWAY 25 FROM THE JUNCTION OF TRUNK HIGHWAY 25 AND
 DN6844'TRUNK HIGHWAY 5 (THE JUNCTION IS 3.0 MI (4.8 KM) NORTHEAST OF NORWOOD
 DN6844'YOUNG AMERICA), AT TRUNK HIGHWAY 25 MILE POINT 29.55, 37.0 FT (11.3 M)
 DN6844'EAST OF TRUNK HIGHWAY 25, 11.1 FT (3.4 M) NORTH OF A FIELD ENTRANCE,
 DN6844'2.0 FT (0.6 M) SOUTH OF A WITNESS POST.
 DN6844
 DN6844                          STATION RECOVERY (2020)
 DN6844
 DN6844'RECOVERY NOTE BY MN DEPT OF TRANSP 2020 (KMS)
 DN6844'RECOVERED IN GOOD CONDITION.
 DN6844
 DN6844                          STATION RECOVERY (2022)
 DN6844
 DN6844'RECOVERY NOTE BY MN DEPT OF TRANSP 2022 (BXG)
 DN6844'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DR8677 ***********************************************************************
 DR8677  DESIGNATION -  1006 K
 DR8677  PID         -  DR8677
 DR8677  STATE/COUNTY-  MN/CARVER
 DR8677  COUNTRY     -  US
 DR8677  USGS QUAD   -  NORWOOD (2019)
 DR8677
 DR8677                         *CURRENT SURVEY CONTROL
 DR8677  ______________________________________________________________________
 DR8677* NAD 83(2011) POSITION- 44 48 07.10655(N) 093 53 29.79010(W)   ADJUSTED
 DR8677* NAD 83(2011) ELLIP HT-   270.904 (meters)        (02/21/23)   ADJUSTED
 DR8677* NAD 83(2011) EPOCH   -  2010.00
 DR8677* NAVD 88 ORTHO HEIGHT -   298.278 (meters)      978.60  (feet) ADJUSTED
 DR8677  ______________________________________________________________________
 DR8677  GEOID HEIGHT    -        -27.390 (meters)                     GEOID18
 DR8677  NAD 83(2011) X  -   -307,672.463 (meters)                     COMP
 DR8677  NAD 83(2011) Y  - -4,522,864.400 (meters)                     COMP
 DR8677  NAD 83(2011) Z  -  4,471,951.432 (meters)                     COMP
 DR8677  LAPLACE CORR    -          4.61  (seconds)                    DEFLEC18
 DR8677  DYNAMIC HEIGHT  -        298.252 (meters)      978.52  (feet) COMP
 DR8677  MODELED GRAVITY -    980,524.8   (mgal)                       NAVD 88
 DR8677
 DR8677  VERT ORDER      -  SECOND    CLASS I
 DR8677
 DR8677  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DR8677  Standards:
 DR8677         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DR8677            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DR8677  -------------------------------------------------------------------
 DR8677  NETWORK    0.87   1.65           0.41   0.27   0.84      0.05273389
 DR8677  -------------------------------------------------------------------
 DR8677  Click here for local accuracies and other accuracy information.
 DR8677
 DR8677.The horizontal coordinates were established by GPS observations
 DR8677.and adjusted by the MN DEPT OF TRANSP in February 2023.
 DR8677
 DR8677.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DR8677.been affixed to the stable North American tectonic plate. See 
 DR8677.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DR8677
 DR8677.The horizontal coordinates are valid at the epoch date displayed above
 DR8677.which is a decimal equivalence of Year/Month/Day.
 DR8677
 DR8677.The orthometric height was determined by differential leveling and
 DR8677.adjusted by the NATIONAL GEODETIC SURVEY
 DR8677.in February 2024.
 DR8677
 DR8677.Significant digits in the geoid height do not necessarily reflect accuracy.
 DR8677.GEOID18 height accuracy estimate available here.
 DR8677
 DR8677.Click photographs - Photos may exist for this station.
 DR8677
 DR8677.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DR8677
 DR8677.The Laplace correction was computed from DEFLEC18 derived deflections.
 DR8677
 DR8677.The ellipsoidal height was determined by GPS observations
 DR8677.and is referenced to NAD 83.
 DR8677
 DR8677.The dynamic height is computed by dividing the NAVD 88
 DR8677.geopotential number by the normal gravity value computed on the
 DR8677.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DR8677.degrees latitude (g = 980.6199 gals.).
 DR8677
 DR8677.The modeled gravity was interpolated from observed gravity values.
 DR8677
 DR8677. The following values were computed from the NAD 83(2011) position.
 DR8677
 DR8677;                    North         East     Units Scale Factor Converg.
 DR8677;SPC MN S     -   300,227.037   808,575.172   MT  0.99993577   +0 04 33.5
 DR8677;SPC MN S     -   984,994.87  2,652,800.38   sFT  0.99993577   +0 04 33.5
 DR8677;UTM  15      - 4,961,339.237   429,485.961   MT  0.99966114   -0 37 41.9
 DR8677
 DR8677!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DR8677!SPC MN S     -   0.99995753  x   0.99993577  =   0.99989330
 DR8677!UTM  15      -   0.99995753  x   0.99966114  =   0.99961868
 DR8677
 DR8677_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK2948561339(NAD 83)
 DR8677
 DR8677                          SUPERSEDED SURVEY CONTROL
 DR8677
 DR8677  NAVD 88             298.28   (m)          978.6    (f) LEVELING    3  
 DR8677
 DR8677.Superseded values are not recommended for survey control.
 DR8677
 DR8677.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DR8677.See file dsdata.pdf to determine how the superseded data were derived.
 DR8677
 DR8677_MARKER: I = METAL ROD
 DR8677_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DR8677_STAMPING: 1006 K 2020
 DR8677_MARK LOGO: MNDT
 DR8677_PROJECTION: RECESSED 5 CENTIMETERS
 DR8677_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DR8677_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DR8677_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DR8677+SATELLITE: SATELLITE OBSERVATIONS - November 09, 2022
 DR8677_ROD/PIPE-DEPTH: 6.4 meters
 DR8677
 DR8677  HISTORY     - Date     Condition        Report By
 DR8677  HISTORY     - 20201021 MONUMENTED       MNDT
 DR8677  HISTORY     - 20201021 GOOD             MNDT
 DR8677  HISTORY     - 20221109 GOOD             MNDT
 DR8677
 DR8677                          STATION DESCRIPTION
 DR8677
 DR8677'DESCRIBED BY MN DEPT OF TRANSP 2020 (KMS)
 DR8677'THE MARK WAS LOCATED ABOUT 3.0 MI (4.8 KM) NORTHEAST OF NORWOOD YOUNG
 DR8677'AMERICA.
 DR8677'
 DR8677'TO REACH THE MARK AT THE JUNCTION OF TRUNK HIGHWAY 25 AND TRUNK
 DR8677'HIGHWAY 5, 3.0 MI (4.8 KM) NORTHEAST OF NORWOOD YOUNG AMERICA, AT
 DR8677'TRUNK HIGHWAY 25 MILE POINT 27.8.
 DR8677'
 DR8677'IT IS 59.7 FT (18.2 M) WEST OF TRUNK HIGHWAY 25, 195.2 FT (59.5 M)
 DR8677'NORTHWEST OF TRUNK HIGHWAY 5, 1.5 FT (0.5 M) EAST OF A WITNESS POST.
 DR8677
 DR8677                          STATION RECOVERY (2022)
 DR8677
 DR8677'RECOVERY NOTE BY MN DEPT OF TRANSP 2022 (AXH)
 DR8677'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DR8680 ***********************************************************************
 DR8680  DESIGNATION -  1006 L
 DR8680  PID         -  DR8680
 DR8680  STATE/COUNTY-  MN/CARVER
 DR8680  COUNTRY     -  US
 DR8680  USGS QUAD   -  MAYER (2019)
 DR8680
 DR8680                         *CURRENT SURVEY CONTROL
 DR8680  ______________________________________________________________________
 DR8680* NAD 83(2011) POSITION- 44 53 28.29174(N) 093 53 07.81316(W)   ADJUSTED
 DR8680* NAD 83(2011) ELLIP HT-   266.328 (meters)        (02/21/23)   ADJUSTED
 DR8680* NAD 83(2011) EPOCH   -  2010.00
 DR8680* NAVD 88 ORTHO HEIGHT -   293.719 (meters)      963.64  (feet) ADJUSTED
 DR8680  ______________________________________________________________________
 DR8680  GEOID HEIGHT    -        -27.401 (meters)                     GEOID18
 DR8680  NAD 83(2011) X  -   -306,716.528 (meters)                     COMP
 DR8680  NAD 83(2011) Y  - -4,515,917.743 (meters)                     COMP
 DR8680  NAD 83(2011) Z  -  4,478,977.999 (meters)                     COMP
 DR8680  LAPLACE CORR    -          3.29  (seconds)                    DEFLEC18
 DR8680  DYNAMIC HEIGHT  -        293.696 (meters)      963.57  (feet) COMP
 DR8680  MODELED GRAVITY -    980,533.3   (mgal)                       NAVD 88
 DR8680
 DR8680  VERT ORDER      -  SECOND    CLASS I
 DR8680
 DR8680  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DR8680  Standards:
 DR8680         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DR8680            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DR8680  -------------------------------------------------------------------
 DR8680  NETWORK    1.00   1.69           0.47   0.32   0.86      0.10279599
 DR8680  -------------------------------------------------------------------
 DR8680  Click here for local accuracies and other accuracy information.
 DR8680
 DR8680.The horizontal coordinates were established by GPS observations
 DR8680.and adjusted by the MN DEPT OF TRANSP in February 2023.
 DR8680
 DR8680.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DR8680.been affixed to the stable North American tectonic plate. See 
 DR8680.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DR8680
 DR8680.The horizontal coordinates are valid at the epoch date displayed above
 DR8680.which is a decimal equivalence of Year/Month/Day.
 DR8680
 DR8680.The orthometric height was determined by differential leveling and
 DR8680.adjusted by the NATIONAL GEODETIC SURVEY
 DR8680.in February 2024.
 DR8680
 DR8680.Significant digits in the geoid height do not necessarily reflect accuracy.
 DR8680.GEOID18 height accuracy estimate available here.
 DR8680
 DR8680.Click photographs - Photos may exist for this station.
 DR8680
 DR8680.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DR8680
 DR8680.The Laplace correction was computed from DEFLEC18 derived deflections.
 DR8680
 DR8680.The ellipsoidal height was determined by GPS observations
 DR8680.and is referenced to NAD 83.
 DR8680
 DR8680.The dynamic height is computed by dividing the NAVD 88
 DR8680.geopotential number by the normal gravity value computed on the
 DR8680.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DR8680.degrees latitude (g = 980.6199 gals.).
 DR8680
 DR8680.The modeled gravity was interpolated from observed gravity values.
 DR8680
 DR8680. The following values were computed from the NAD 83(2011) position.
 DR8680
 DR8680;                    North         East     Units Scale Factor Converg.
 DR8680;SPC MN S     -   310,141.793   809,044.245   MT  0.99994514   +0 04 48.9
 DR8680;SPC MN S     - 1,017,523.53  2,654,339.33   sFT  0.99994514   +0 04 48.9
 DR8680;UTM  15      - 4,971,244.703   430,076.786   MT  0.99966012   -0 37 29.9
 DR8680
 DR8680!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DR8680!SPC MN S     -   0.99995824  x   0.99994514  =   0.99990339
 DR8680!UTM  15      -   0.99995824  x   0.99966012  =   0.99961838
 DR8680
 DR8680_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK3007671244(NAD 83)
 DR8680
 DR8680                          SUPERSEDED SURVEY CONTROL
 DR8680
 DR8680  NAVD 88             293.72   (m)          963.6    (f) LEVELING    3  
 DR8680
 DR8680.Superseded values are not recommended for survey control.
 DR8680
 DR8680.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DR8680.See file dsdata.pdf to determine how the superseded data were derived.
 DR8680
 DR8680_MARKER: I = METAL ROD
 DR8680_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DR8680_STAMPING: 1006 L 2020
 DR8680_MARK LOGO: MNDT
 DR8680_PROJECTION: RECESSED 5 CENTIMETERS
 DR8680_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DR8680_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DR8680_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DR8680+SATELLITE: SATELLITE OBSERVATIONS - November 08, 2022
 DR8680_ROD/PIPE-DEPTH: 7.3 meters
 DR8680
 DR8680  HISTORY     - Date     Condition        Report By
 DR8680  HISTORY     - 20201026 MONUMENTED       MNDT
 DR8680  HISTORY     - 20201026 GOOD             MNDT
 DR8680  HISTORY     - 20221108 GOOD             MNDT
 DR8680
 DR8680                          STATION DESCRIPTION
 DR8680
 DR8680'DESCRIBED BY MN DEPT OF TRANSP 2020 (KMS)
 DR8680'THE MARK WAS LOCATED ABOUT IN MAYER.
 DR8680'
 DR8680'TO REACH GO 0.5 MI (0.8 KM) NORTH ALONG TRUNK HIGHWAY 25 FROM THE
 DR8680'NORTH JUNCTION OF TRUNK HIGHWAY 25 AND COUNTY ROAD 30 IN MAYER, AT
 DR8680'TRUNK HIGHWAY 25 MILE POINT 34.10.
 DR8680'
 DR8680'IT IS 64.3 FT (19.6 M) EAST OF TRUNK HIGHWAY 25, 82.0 FT (25.0 M)
 DR8680'SOUTH OF SEVENTH STREET EXTENDED, 92.0 FT (28.0 M) NORTH OF 62ND
 DR8680'STREET EXTENDED, 1.5 FT (0.5 M) NORTHWEST OF A WITNESS POST.
 DR8680
 DR8680                          STATION RECOVERY (2022)
 DR8680
 DR8680'RECOVERY NOTE BY MN DEPT OF TRANSP 2022 (TXD)
 DR8680'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DR8681 ***********************************************************************
 DR8681  DESIGNATION -  1006 M
 DR8681  PID         -  DR8681
 DR8681  STATE/COUNTY-  MN/CARVER
 DR8681  COUNTRY     -  US
 DR8681  USGS QUAD   -  MAYER (2019)
 DR8681
 DR8681                         *CURRENT SURVEY CONTROL
 DR8681  ______________________________________________________________________
 DR8681* NAD 83(2011) POSITION- 44 53 51.49060(N) 093 52 38.03294(W)   ADJUSTED
 DR8681* NAD 83(2011) ELLIP HT-   267.344 (meters)        (02/21/23)   ADJUSTED
 DR8681* NAD 83(2011) EPOCH   -  2010.00
 DR8681* NAVD 88 ORTHO HEIGHT -   294.728 (meters)      966.95  (feet) ADJUSTED
 DR8681  ______________________________________________________________________
 DR8681  GEOID HEIGHT    -        -27.396 (meters)                     GEOID18
 DR8681  NAD 83(2011) X  -   -306,030.392 (meters)                     COMP
 DR8681  NAD 83(2011) Y  - -4,515,458.383 (meters)                     COMP
 DR8681  NAD 83(2011) Z  -  4,479,486.053 (meters)                     COMP
 DR8681  LAPLACE CORR    -          3.31  (seconds)                    DEFLEC18
 DR8681  DYNAMIC HEIGHT  -        294.707 (meters)      966.88  (feet) COMP
 DR8681  MODELED GRAVITY -    980,534.5   (mgal)                       NAVD 88
 DR8681
 DR8681  VERT ORDER      -  SECOND    CLASS I
 DR8681
 DR8681  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DR8681  Standards:
 DR8681         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DR8681            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DR8681  -------------------------------------------------------------------
 DR8681  NETWORK    0.37   0.57           0.17   0.13   0.29     -0.06511469
 DR8681  -------------------------------------------------------------------
 DR8681  Click here for local accuracies and other accuracy information.
 DR8681
 DR8681.The horizontal coordinates were established by GPS observations
 DR8681.and adjusted by the MN DEPT OF TRANSP in February 2023.
 DR8681
 DR8681.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DR8681.been affixed to the stable North American tectonic plate. See 
 DR8681.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DR8681
 DR8681.The horizontal coordinates are valid at the epoch date displayed above
 DR8681.which is a decimal equivalence of Year/Month/Day.
 DR8681
 DR8681.The orthometric height was determined by differential leveling and
 DR8681.adjusted by the NATIONAL GEODETIC SURVEY
 DR8681.in February 2024.
 DR8681
 DR8681.Significant digits in the geoid height do not necessarily reflect accuracy.
 DR8681.GEOID18 height accuracy estimate available here.
 DR8681
 DR8681.Click photographs - Photos may exist for this station.
 DR8681
 DR8681.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DR8681
 DR8681.The Laplace correction was computed from DEFLEC18 derived deflections.
 DR8681
 DR8681.The ellipsoidal height was determined by GPS observations
 DR8681.and is referenced to NAD 83.
 DR8681
 DR8681.The dynamic height is computed by dividing the NAVD 88
 DR8681.geopotential number by the normal gravity value computed on the
 DR8681.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DR8681.degrees latitude (g = 980.6199 gals.).
 DR8681
 DR8681.The modeled gravity was interpolated from observed gravity values.
 DR8681
 DR8681. The following values were computed from the NAD 83(2011) position.
 DR8681
 DR8681;                    North         East     Units Scale Factor Converg.
 DR8681;SPC MN S     -   310,858.835   809,696.610   MT  0.99994591   +0 05 09.8
 DR8681;SPC MN S     - 1,019,876.03  2,656,479.63   sFT  0.99994591   +0 05 09.8
 DR8681;UTM  15      - 4,971,953.459   430,737.738   MT  0.99965899   -0 37 09.2
 DR8681
 DR8681!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DR8681!SPC MN S     -   0.99995809  x   0.99994591  =   0.99990400
 DR8681!UTM  15      -   0.99995809  x   0.99965899  =   0.99961709
 DR8681
 DR8681_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK3073771953(NAD 83)
 DR8681
 DR8681                          SUPERSEDED SURVEY CONTROL
 DR8681
 DR8681  NAVD 88             294.73   (m)          967.0    (f) LEVELING    3  
 DR8681
 DR8681.Superseded values are not recommended for survey control.
 DR8681
 DR8681.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DR8681.See file dsdata.pdf to determine how the superseded data were derived.
 DR8681
 DR8681_MARKER: I = METAL ROD
 DR8681_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DR8681_STAMPING: 1006 M 2020
 DR8681_MARK LOGO: MNDT
 DR8681_PROJECTION: RECESSED 8 CENTIMETERS
 DR8681_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DR8681_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DR8681_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DR8681+SATELLITE: SATELLITE OBSERVATIONS - June 17, 2024
 DR8681_ROD/PIPE-DEPTH: 5.2 meters
 DR8681
 DR8681  HISTORY     - Date     Condition        Report By
 DR8681  HISTORY     - 20201005 MONUMENTED       MNDT
 DR8681  HISTORY     - 20201005 GOOD             MNDT
 DR8681  HISTORY     - 20221108 GOOD             MNDT
 DR8681  HISTORY     - 20240617 GOOD             MNDT
 DR8681
 DR8681                          STATION DESCRIPTION
 DR8681
 DR8681'DESCRIBED BY MN DEPT OF TRANSP 2020 (KMS)
 DR8681'THE MARK WAS LOCATED ABOUT 1.1 MI (1.8 KM) NORTH OF MAYER.
 DR8681'
 DR8681'TO REACH GO 1.1 MI (1.8 KM) NORTH ALONG TRUNK HIGHWAY 25 FROM THE
 DR8681'NORTH JUNCTION OF TRUNK HIGHWAY 25 AND COUNTY ROAD 30 IN MAYER, AT
 DR8681'TRUNK HIGHWAY 25 MILE POINT 34.7.
 DR8681'
 DR8681'IT IS 34.6 FT (10.5 M) WEST OF TRUNK HIGHWAY 25, 73.3 FT (22.3 M)
 DR8681'NORTH OF AN ENTRANCE, 1.5 FT (0.5 M) EAST OF A WITNESS POST.
 DR8681
 DR8681                          STATION RECOVERY (2022)
 DR8681
 DR8681'RECOVERY NOTE BY MN DEPT OF TRANSP 2022 (TXD)
 DR8681'RECOVERED AS DESCRIBED.
 DR8681
 DR8681                          STATION RECOVERY (2024)
 DR8681
 DR8681'RECOVERY NOTE BY MN DEPT OF TRANSP 2024 (RMJ)
 DR8681'THE MARK WAS LOCATED ABOUT 1.1 MI (1.8 KM) NORTH OF MAYER, 1.1 MI (1.8
 DR8681'KM) NORTH ALONG TRUNK HIGHWAY 25 FROM THE NORTH JUNCTION OF TRUNK
 DR8681'HIGHWAY 25 AND COUNTY ROAD 30 IN MAYER, AT TRUNK HIGHWAY 25 MILE POINT
 DR8681'34.7, 34.6 FT (10.5 M) WEST OF TRUNK HIGHWAY 25, 73.3 FT (22.3 M)
 DR8681'NORTH OF AN ENTRANCE, 1.5 FT (0.5 M) EAST OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 AE1875 ***********************************************************************
 AE1875  DESIGNATION -  1007 C
 AE1875  PID         -  AE1875
 AE1875  STATE/COUNTY-  MN/CARVER
 AE1875  COUNTRY     -  US
 AE1875  USGS QUAD   -  WATERTOWN (2019)
 AE1875
 AE1875                         *CURRENT SURVEY CONTROL
 AE1875  ______________________________________________________________________
 AE1875* NAD 83(2011) POSITION- 44 55 53.85727(N) 093 51 42.90920(W)   ADJUSTED
 AE1875* NAD 83(2011) ELLIP HT-   264.342 (meters)        (05/13/13)   ADJUSTED
 AE1875* NAD 83(2011) EPOCH   -  2010.00
 AE1875* NAVD 88 ORTHO HEIGHT -   291.749 (meters)      957.18  (feet) ADJUSTED
 AE1875  ______________________________________________________________________
 AE1875  GEOID HEIGHT    -        -27.416 (meters)                     GEOID18
 AE1875  NAD 83(2011) X  -   -304,643.855 (meters)                     COMP
 AE1875  NAD 83(2011) Y  - -4,512,876.793 (meters)                     COMP
 AE1875  NAD 83(2011) Z  -  4,482,159.044 (meters)                     COMP
 AE1875  LAPLACE CORR    -          2.61  (seconds)                    DEFLEC18
 AE1875  DYNAMIC HEIGHT  -        291.727 (meters)      957.11  (feet) COMP
 AE1875  MODELED GRAVITY -    980,536.5   (mgal)                       NAVD 88
 AE1875
 AE1875  VERT ORDER      -  SECOND    CLASS I
 AE1875
 AE1875  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AE1875  Standards:
 AE1875         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AE1875            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AE1875  -------------------------------------------------------------------
 AE1875  NETWORK    0.55   0.88           0.26   0.17   0.45     -0.09148336
 AE1875  -------------------------------------------------------------------
 AE1875  Click here for local accuracies and other accuracy information.
 AE1875
 AE1875.The horizontal coordinates were established by GPS observations
 AE1875.and adjusted by the MN DEPT OF TRANSP in May 2013.
 AE1875
 AE1875.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AE1875.been affixed to the stable North American tectonic plate. See 
 AE1875.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AE1875
 AE1875.The horizontal coordinates are valid at the epoch date displayed above
 AE1875.which is a decimal equivalence of Year/Month/Day.
 AE1875
 AE1875.The orthometric height was determined by differential leveling and
 AE1875.adjusted by the NATIONAL GEODETIC SURVEY
 AE1875.in December 1997.
 AE1875
 AE1875.Significant digits in the geoid height do not necessarily reflect accuracy.
 AE1875.GEOID18 height accuracy estimate available here.
 AE1875
 AE1875.Click photographs - Photos may exist for this station.
 AE1875
 AE1875.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AE1875
 AE1875.The Laplace correction was computed from DEFLEC18 derived deflections.
 AE1875
 AE1875.The ellipsoidal height was determined by GPS observations
 AE1875.and is referenced to NAD 83.
 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. The following values were computed from the NAD 83(2011) position.
 AE1875
 AE1875;                    North         East     Units Scale Factor Converg.
 AE1875;SPC MN S     -   314,637.958   810,899.625   MT  0.99995019   +0 05 48.4
 AE1875;SPC MN S     - 1,032,274.70  2,660,426.52   sFT  0.99995019   +0 05 48.4
 AE1875;UTM  15      - 4,975,716.392   431,986.826   MT  0.99965688   -0 36 31.6
 AE1875
 AE1875!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AE1875!SPC MN S     -   0.99995856  x   0.99995019  =   0.99990875
 AE1875!UTM  15      -   0.99995856  x   0.99965688  =   0.99961545
 AE1875
 AE1875:                Primary Azimuth Mark                     Grid Az
 AE1875:SPC MN S     -  1007 N                                   205 33 47.5
 AE1875:UTM  15      -  1007 N                                   206 16 07.5
 AE1875
 AE1875_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK3198675716(NAD 83)
 AE1875
 AE1875|---------------------------------------------------------------------|
 AE1875| PID    Reference Object                     Distance      Geod. Az  |
 AE1875|                                                           dddmmss.s |
 AE1875| DN9959 1007 N                              APPROX. 1.4 KM 2053935.9 |
 AE1875|---------------------------------------------------------------------|
 AE1875
 AE1875                          SUPERSEDED SURVEY CONTROL
 AE1875
 AE1875.No superseded survey control is available for this station.
 AE1875
 AE1875_MARKER: DV = VERTICAL CONTROL DISK
 AE1875_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 AE1875_STAMPING: 1007 C 1979
 AE1875_MARK LOGO: MNHD
 AE1875_PROJECTION: RECESSED 3 CENTIMETERS
 AE1875_MAGNETIC: I = MARKER IS A STEEL ROD
 AE1875_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AE1875_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE1875+SATELLITE: SATELLITE OBSERVATIONS - October 12, 2020
 AE1875
 AE1875  HISTORY     - Date     Condition        Report By
 AE1875  HISTORY     - 19790401 MONUMENTED       MNHD
 AE1875  HISTORY     - 1980     GOOD             MNDT
 AE1875  HISTORY     - 20021015 MARK NOT FOUND   USPSQD
 AE1875  HISTORY     - 20100420 GOOD             MNDT
 AE1875  HISTORY     - 20101019 GOOD             MNDT
 AE1875  HISTORY     - 20201012 GOOD             MNDT
 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.
 AE1875
 AE1875                          STATION RECOVERY (2010)
 AE1875
 AE1875'RECOVERY NOTE BY MN DEPT OF TRANSP 2010 (MPP)
 AE1875'2.4 MILES SOUTH OF WATERTOWN, 2.68 MILES SOUTH ALONG TRUNK HIGHWAY 25
 AE1875'FROM JUNCTION OF TRUNK HIGHWAY 25 AND TRUNK HIGHWAY 20 AND COUNTY ROAD
 AE1875'10 (NORTH) IN WATERTOWN, AT TRUNK HIGHWAY 25 MILEPOINT 37.30, 2.05
 AE1875'MILES NORTH OF JUNCTION TRUNK HIGHWAY 25 AND TRUNK HIGHWAY 7, 91 FEET
 AE1875'SOUTH OF EAST END OF CONCRETE CULVERT, 51 FEET EAST OF TRUNK HIGHWAY
 AE1875'25, 7.0 FEET SOUTH OF POWER-POLE WITH 2 GUY-WIRES, WEST OF WITNESS
 AE1875'POST.
 AE1875
 AE1875                          STATION RECOVERY (2010)
 AE1875
 AE1875'RECOVERY NOTE BY MN DEPT OF TRANSP 2010 (MPP)
 AE1875'THE MARK IS 2.4 MI (3.9 KM) SOUTH OF WATERTOWN.
 AE1875'
 AE1875'TO REACH THE MARK GO 2.68 MI (4.3 KM) SOUTH ALONG TRUNK HIGHWAY 25
 AE1875'FROM THE JUNCTION OF TRUNK HIGHWAY 25 AND TRUNK HIGHWAY 20 AND COUNTY
 AE1875'ROAD 10 (NORTH) IN WATERTOWN, AT TRUNK HIGHWAY 25 MILE POINT 37.30,
 AE1875'2.05 MI (3.3 KM) NORTH OF THE JUNCTION TRUNK HIGHWAY 25 AND TRUNK
 AE1875'HIGHWAY 7.
 AE1875'
 AE1875'IT IS 91 FT (27.7 M) SOUTH OF EAST END OF CONCRETE CULVERT, 51 FT
 AE1875'(15.5 M) EAST OF TRUNK HIGHWAY 25, 7.0 FT (2.1 M) SOUTH OF POWER-POLE
 AE1875'WITH 2 GUY-WIRES, WEST OF A WITNESS POST.
 AE1875
 AE1875                          STATION RECOVERY (2020)
 AE1875
 AE1875'RECOVERY NOTE BY MN DEPT OF TRANSP 2020 (KMS)
 AE1875'2.4 MI (3.9 KM) SOUTH OF WATERTOWN, 2.68 MI (4.31 KM) SOUTH ALONG
 AE1875'TRUNK HIGHWAY 25 FROM THE JUNCTION OF TRUNK HIGHWAY 25 AND COUNTY ROAD
 AE1875'10 (NORTH) IN WATERTOWN, AT TRUNK HIGHWAY 25 MILE POINT 37.30, 2.05 MI
 AE1875'(3.30 KM) NORTH OF THE JUNCTION OF TRUNK HIGHWAY 25 AND TRUNK HIGHWAY
 AE1875'7, 51.0 FT (15.5 M) EAST OF TRUNK HIGHWAY 25, 7.0 FT (2.1 M) SOUTH OF
 AE1875'A POWER-POLE WITH 2 GUY-WIRES, 1.0 FT (0.3 M) WEST OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 AE1876 ***********************************************************************
 AE1876  DESIGNATION -  1007 D
 AE1876  PID         -  AE1876
 AE1876  STATE/COUNTY-  MN/CARVER
 AE1876  COUNTRY     -  US
 AE1876  USGS QUAD   -  WATERTOWN (2019)
 AE1876
 AE1876                         *CURRENT SURVEY CONTROL
 AE1876  ______________________________________________________________________
 AE1876* NAD 83(1986) POSITION- 44 56 11.0    (N) 093 51 31.7    (W)   HD_HELD2
 AE1876* NAVD 88 ORTHO HEIGHT -   296.294 (meters)      972.09  (feet) ADJUSTED
 AE1876  ______________________________________________________________________
 AE1876  GEOID HEIGHT    -        -27.420 (meters)                     GEOID18
 AE1876  DYNAMIC HEIGHT  -        296.272 (meters)      972.02  (feet) COMP
 AE1876  MODELED GRAVITY -    980,536.7   (mgal)                       NAVD 88
 AE1876
 AE1876  VERT ORDER      -  SECOND    CLASS I
 AE1876
 AE1876.The horizontal coordinates were established by autonomous hand held GPS
 AE1876.observations and have an estimated accuracy of +/- 10 meters.
 AE1876
 AE1876.The orthometric height was determined by differential leveling and
 AE1876.adjusted by the NATIONAL GEODETIC SURVEY
 AE1876.in December 1997.
 AE1876
 AE1876.Significant digits in the geoid height do not necessarily reflect accuracy.
 AE1876.GEOID18 height accuracy estimate available here.
 AE1876
 AE1876.Click photographs - Photos may exist for this station.
 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     -   315,168.      811,144.      MT  (+/- 10 meters HH2 GPS)
 AE1876
 AE1876_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK3223876242(NAD 83)
 AE1876
 AE1876                          SUPERSEDED SURVEY CONTROL
 AE1876
 AE1876.No superseded survey control is available for this station.
 AE1876
 AE1876_MARKER: DV = VERTICAL CONTROL DISK
 AE1876_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 AE1876+WITH SETTING: INTO GROUND
 AE1876_STAMPING: 1007 D 1979
 AE1876_MARK LOGO: MNHD
 AE1876_MAGNETIC: I = MARKER IS A STEEL ROD
 AE1876_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AE1876_ROD/PIPE-DEPTH: 2.4 meters
 AE1876
 AE1876  HISTORY     - Date     Condition        Report By
 AE1876  HISTORY     - 1979     MONUMENTED       MNHD
 AE1876  HISTORY     - 1980     GOOD             MNDT
 AE1876  HISTORY     - 20021015 MARK NOT FOUND   USPSQD
 AE1876  HISTORY     - 20101019 MARK NOT FOUND   MNDT
 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
 AE1876
 AE1876                          STATION RECOVERY (2010)
 AE1876
 AE1876'RECOVERY NOTE BY MN DEPT OF TRANSP 2010 (MPP)
 AE1876'AFTER A THOROUGH FIELD SEARCH MARK WAS NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 AE1880 ***********************************************************************
 AE1880  DESIGNATION -  1007 H
 AE1880  PID         -  AE1880
 AE1880  STATE/COUNTY-  MN/CARVER
 AE1880  COUNTRY     -  US
 AE1880  USGS QUAD   -  WATERTOWN (2019)
 AE1880
 AE1880                         *CURRENT SURVEY CONTROL
 AE1880  ______________________________________________________________________
 AE1880* NAD 83(1986) POSITION- 44 57 53.96   (N) 093 51 12.03   (W)   HD_HELD1
 AE1880* NAVD 88 ORTHO HEIGHT -   297.544 (meters)      976.19  (feet) ADJUSTED
 AE1880  ______________________________________________________________________
 AE1880  GEOID HEIGHT    -        -27.461 (meters)                     GEOID18
 AE1880  DYNAMIC HEIGHT  -        297.523 (meters)      976.12  (feet) COMP
 AE1880  MODELED GRAVITY -    980,536.4   (mgal)                       NAVD 88
 AE1880
 AE1880  VERT ORDER      -  SECOND    CLASS I
 AE1880
 AE1880.The horizontal coordinates were determined by differentially corrected
 AE1880.hand held GPS observations or other comparable positioning techniques
 AE1880.and have an estimated accuracy of +/- 3 meters.
 AE1880
 AE1880.The orthometric height was determined by differential leveling and
 AE1880.adjusted by the NATIONAL GEODETIC SURVEY
 AE1880.in December 1997.
 AE1880
 AE1880.Significant digits in the geoid height do not necessarily reflect accuracy.
 AE1880.GEOID18 height accuracy estimate available here.
 AE1880
 AE1880.Click photographs - Photos may exist for this station.
 AE1880
 AE1880.The dynamic height is computed by dividing the NAVD 88
 AE1880.geopotential number by the normal gravity value computed on the
 AE1880.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE1880.degrees latitude (g = 980.6199 gals.).
 AE1880
 AE1880.The modeled gravity was interpolated from observed gravity values.
 AE1880
 AE1880;                    North         East    Units  Estimated Accuracy
 AE1880;SPC MN S     -   318,346.5     811,570.1     MT  (+/- 3 meters HH1 GPS) 
 AE1880
 AE1880_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK3270279415(NAD 83)
 AE1880
 AE1880                          SUPERSEDED SURVEY CONTROL
 AE1880
 AE1880.No superseded survey control is available for this station.
 AE1880
 AE1880_MARKER: DV = VERTICAL CONTROL DISK
 AE1880_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 AE1880+WITH SETTING: INTO GROUND
 AE1880_STAMPING: 1007 H 1979
 AE1880_MARK LOGO: MNHD
 AE1880_PROJECTION: RECESSED 8 CENTIMETERS
 AE1880_MAGNETIC: I = MARKER IS A STEEL ROD
 AE1880_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AE1880_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE1880+SATELLITE: SATELLITE OBSERVATIONS - May 16, 2018
 AE1880
 AE1880  HISTORY     - Date     Condition        Report By
 AE1880  HISTORY     - 1979     MONUMENTED       MNHD
 AE1880  HISTORY     - 1980     GOOD             MNDT
 AE1880  HISTORY     - 20021015 MARK NOT FOUND   USPSQD
 AE1880  HISTORY     - 20101019 MARK NOT FOUND   MNDT
 AE1880  HISTORY     - 20180516 GOOD             MNDT
 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.
 AE1880
 AE1880                          STATION RECOVERY (2010)
 AE1880
 AE1880'RECOVERY NOTE BY MN DEPT OF TRANSP 2010 (MPP)
 AE1880'AFTER A THOROUGH FIELD SEARCH MARK WAS NOT FOUND.
 AE1880
 AE1880                          STATION RECOVERY (2018)
 AE1880
 AE1880'RECOVERY NOTE BY MN DEPT OF TRANSP 2018 (DH)
 AE1880'THE DISK LEANS SLIGHTLY WEST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 AE1882 ***********************************************************************
 AE1882  DESIGNATION -  1007 K
 AE1882  PID         -  AE1882
 AE1882  STATE/COUNTY-  MN/CARVER
 AE1882  COUNTRY     -  US
 AE1882  USGS QUAD   -  WATERTOWN (2019)
 AE1882
 AE1882                         *CURRENT SURVEY CONTROL
 AE1882  ______________________________________________________________________
 AE1882* NAD 83(1986) POSITION- 44 58 14.8    (N) 093 51 59.8    (W)   HD_HELD2
 AE1882* NAVD 88 ORTHO HEIGHT -   285.338 (meters)      936.15  (feet) ADJUSTED
 AE1882  ______________________________________________________________________
 AE1882  GEOID HEIGHT    -        -27.477 (meters)                     GEOID18
 AE1882  DYNAMIC HEIGHT  -        285.317 (meters)      936.08  (feet) COMP
 AE1882  MODELED GRAVITY -    980,535.6   (mgal)                       NAVD 88
 AE1882
 AE1882  VERT ORDER      -  SECOND    CLASS I
 AE1882
 AE1882.The horizontal coordinates were established by autonomous hand held GPS
 AE1882.observations and have an estimated accuracy of +/- 10 meters.
 AE1882
 AE1882.The orthometric height was determined by differential leveling and
 AE1882.adjusted by the NATIONAL GEODETIC SURVEY
 AE1882.in December 1997.
 AE1882
 AE1882.Significant digits in the geoid height do not necessarily reflect accuracy.
 AE1882.GEOID18 height accuracy estimate available here.
 AE1882
 AE1882.Click photographs - Photos may exist for this station.
 AE1882
 AE1882.The dynamic height is computed by dividing the NAVD 88
 AE1882.geopotential number by the normal gravity value computed on the
 AE1882.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE1882.degrees latitude (g = 980.6199 gals.).
 AE1882
 AE1882.The modeled gravity was interpolated from observed gravity values.
 AE1882
 AE1882;                    North         East    Units  Estimated Accuracy
 AE1882;SPC MN S     -   318,988.      810,522.      MT  (+/- 10 meters HH2 GPS)
 AE1882
 AE1882_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK3166380069(NAD 83)
 AE1882
 AE1882                          SUPERSEDED SURVEY CONTROL
 AE1882
 AE1882.No superseded survey control is available for this station.
 AE1882
 AE1882_MARKER: DV = VERTICAL CONTROL DISK
 AE1882_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 AE1882+WITH SETTING: INTO GROUND
 AE1882_STAMPING: 1007 K 1979
 AE1882_MARK LOGO: MNHD
 AE1882_PROJECTION: FLUSH
 AE1882_MAGNETIC: I = MARKER IS A STEEL ROD
 AE1882_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AE1882_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AE1882+SATELLITE: SATELLITE OBSERVATIONS - October 19, 2010
 AE1882
 AE1882  HISTORY     - Date     Condition        Report By
 AE1882  HISTORY     - 1979     MONUMENTED       MNHD
 AE1882  HISTORY     - 1980     GOOD             MNDT
 AE1882  HISTORY     - 20021015 MARK NOT FOUND   USPSQD
 AE1882  HISTORY     - 20061124 GOOD             USPSQD
 AE1882  HISTORY     - 20101019 GOOD             MNDT
 AE1882
 AE1882                          STATION DESCRIPTION
 AE1882
 AE1882'DESCRIBED BY MN DEPT OF TRANSP 1980 (EGS)
 AE1882'THE MARK IS LOCATED 1 MILE NORTHWEST ALONG TRUNK HIGHWAY 25 FROM ITS
 AE1882'SOUTH JUNCTION WITH COUNTY ROAD 10 IN WATERTOWN AND IS NEAR HIGHWAY 25
 AE1882'MILE POINT 40.75 IN THE NW 1/4 OF SECTION 5, T117N, R25W.  THE MARK IS
 AE1882'149 FEET SOUTHWEST OF A DRIVEWAY, 91 FEET NORTH-NORTHEAST OF A POWER
 AE1882'POLE, 38.5 FEET NORTHEAST OF THE CENTERLINE OF HIGHWAY 25 AND 1 FOOT
 AE1882'SOUTHWEST OF A STEEL WITNESS POST.  THE MARK, A STANDARD MNHD VERTICAL
 AE1882'CONTROL MARK DISK STAMPED---1007 K 1979---, IS ON TOP OF AN 8 FOOT
 AE1882'COPPER-CLAD STEEL ROD WITH 4 INCHES OF STEEL POST BOLTED TO THE BOTTOM
 AE1882'AND SET IN 8 INCHES OF CONCRETE IN A 6 INCH DIAMETER HOLE AND
 AE1882'BACKFILLED WITH THE TOP FLUSH WITH THE SURFACE OF THE GROUND.
 AE1882
 AE1882                          STATION RECOVERY (2002)
 AE1882
 AE1882'RECOVERY NOTE BY US POWER SQUADRON 2002 (SL)
 AE1882'MARK NOT FOUND.
 AE1882
 AE1882                          STATION RECOVERY (2006)
 AE1882
 AE1882'RECOVERY NOTE BY US POWER SQUADRON 2006
 AE1882'RECOVERED IN GOOD CONDITION.
 AE1882
 AE1882                          STATION RECOVERY (2010)
 AE1882
 AE1882'RECOVERY NOTE BY MN DEPT OF TRANSP 2010 (MPP)
 AE1882'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 AE1883 ***********************************************************************
 AE1883  DESIGNATION -  1007 L
 AE1883  PID         -  AE1883
 AE1883  STATE/COUNTY-  MN/CARVER
 AE1883  COUNTRY     -  US
 AE1883  USGS QUAD   -  MAYER (2019)
 AE1883
 AE1883                         *CURRENT SURVEY CONTROL
 AE1883  ______________________________________________________________________
 AE1883* NAD 83(2011) POSITION- 44 58 14.88304(N) 093 52 34.27927(W)   ADJUSTED
 AE1883* NAD 83(2011) ELLIP HT-   261.761 (meters)        (05/13/13)   ADJUSTED
 AE1883* NAD 83(2011) EPOCH   -  2010.00
 AE1883* NAVD 88 ORTHO HEIGHT -   289.239 (meters)      948.95  (feet) ADJUSTED
 AE1883  ______________________________________________________________________
 AE1883  GEOID HEIGHT    -        -27.482 (meters)                     GEOID18
 AE1883  NAD 83(2011) X  -   -305,559.722 (meters)                     COMP
 AE1883  NAD 83(2011) Y  - -4,509,730.158 (meters)                     COMP
 AE1883  NAD 83(2011) Z  -  4,485,238.300 (meters)                     COMP
 AE1883  LAPLACE CORR    -          1.02  (seconds)                    DEFLEC18
 AE1883  DYNAMIC HEIGHT  -        289.218 (meters)      948.88  (feet) COMP
 AE1883  MODELED GRAVITY -    980,535.0   (mgal)                       NAVD 88
 AE1883
 AE1883  VERT ORDER      -  SECOND    CLASS I
 AE1883
 AE1883  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AE1883  Standards:
 AE1883         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AE1883            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AE1883  -------------------------------------------------------------------
 AE1883  NETWORK    0.57   0.96           0.27   0.17   0.49      0.00905536
 AE1883  -------------------------------------------------------------------
 AE1883  Click here for local accuracies and other accuracy information.
 AE1883
 AE1883.The horizontal coordinates were established by GPS observations
 AE1883.and adjusted by the MN DEPT OF TRANSP in May 2013.
 AE1883
 AE1883.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AE1883.been affixed to the stable North American tectonic plate. See 
 AE1883.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AE1883
 AE1883.The horizontal coordinates are valid at the epoch date displayed above
 AE1883.which is a decimal equivalence of Year/Month/Day.
 AE1883
 AE1883.The orthometric height was determined by differential leveling and
 AE1883.adjusted by the NATIONAL GEODETIC SURVEY
 AE1883.in September 2013.
 AE1883
 AE1883.Significant digits in the geoid height do not necessarily reflect accuracy.
 AE1883.GEOID18 height accuracy estimate available here.
 AE1883
 AE1883.Click photographs - Photos may exist for this station.
 AE1883
 AE1883.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AE1883
 AE1883.The Laplace correction was computed from DEFLEC18 derived deflections.
 AE1883
 AE1883.The ellipsoidal height was determined by GPS observations
 AE1883.and is referenced to NAD 83.
 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. The following values were computed from the NAD 83(2011) position.
 AE1883
 AE1883;                    North         East     Units Scale Factor Converg.
 AE1883;SPC MN S     -   318,989.363   809,766.649   MT  0.99995556   +0 05 12.4
 AE1883;SPC MN S     - 1,046,550.94  2,656,709.41   sFT  0.99995556   +0 05 12.4
 AE1883;UTM  15      - 4,980,080.135   430,907.856   MT  0.99965870   -0 37 09.4
 AE1883
 AE1883!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AE1883!SPC MN S     -   0.99995896  x   0.99995556  =   0.99991452
 AE1883!UTM  15      -   0.99995896  x   0.99965870  =   0.99961767
 AE1883
 AE1883_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK3090780080(NAD 83)
 AE1883
 AE1883                          SUPERSEDED SURVEY CONTROL
 AE1883
 AE1883  NAVD 88             289.24   (m)          948.9    (f) LEVELING    3  
 AE1883  NAVD 88 (12/02/97)  289.282  (m)          949.09   (f) SUPERSEDED  2 1
 AE1883
 AE1883.Superseded values are not recommended for survey control.
 AE1883
 AE1883.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE1883.See file dsdata.pdf to determine how the superseded data were derived.
 AE1883
 AE1883_MARKER: DV = VERTICAL CONTROL DISK
 AE1883_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 AE1883_STAMPING: 1007 L 1979
 AE1883_MARK LOGO: MNHD
 AE1883_PROJECTION: FLUSH
 AE1883_MAGNETIC: I = MARKER IS A STEEL ROD
 AE1883_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AE1883_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE1883+SATELLITE: SATELLITE OBSERVATIONS - April 07, 2020
 AE1883
 AE1883  HISTORY     - Date     Condition        Report By
 AE1883  HISTORY     - 19790401 MONUMENTED       MNHD
 AE1883  HISTORY     - 1980     GOOD             MNDT
 AE1883  HISTORY     - 20021015 MARK NOT FOUND   USPSQD
 AE1883  HISTORY     - 20100420 GOOD             MNDT
 AE1883  HISTORY     - 20101019 GOOD             MNDT
 AE1883  HISTORY     - 20200407 GOOD             MNDT
 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.
 AE1883
 AE1883                          STATION RECOVERY (2010)
 AE1883
 AE1883'RECOVERY NOTE BY MN DEPT OF TRANSP 2010 (MPP)
 AE1883'1.6 MILES NORTHWEST OF WATERTOWN, 1.27 MILES WEST ALONG TRUNK HIGHWAY
 AE1883'25 FROM JUNCTION OF TRUNK HIGHWAY 25 AND COUNTY ROAD 10 NORTH IN
 AE1883'WATERTOWN, THEN 0.05 MILE CONTINUED WEST ON COUNTY ROAD 20, AT TRUNK
 AE1883'HIGHWAY 25 MILEPOINT 41.2, 5.95 MILES NORTH OF JUNCTION TRUNK HIGHWAY
 AE1883'25 AND TRUNK HIGHWAY 7, 36 FEET NORTH OF COUNTY ROAD 20, 35 FEET
 AE1883'SOUTHWEST OF TRUNK HIGHWAY 25, 9.3 FEET NORTH OF NORTH LEG OF COUNTY
 AE1883'ROAD 20 SIGN WITH WITNESS SIGN, 2.0 FEET NORTH OF WITNESS POST.
 AE1883
 AE1883                          STATION RECOVERY (2010)
 AE1883
 AE1883'RECOVERY NOTE BY MN DEPT OF TRANSP 2010 (MPP)
 AE1883'THE MARK IS 1.6 MI (2.6 KM) NORTHWEST OF WATERTOWN.
 AE1883'
 AE1883'TO REACH THE MARK GO 1.27 MI (2.0 KM) WEST ALONG TRUNK HIGHWAY 25 FROM
 AE1883'THE JUNCTION OF TRUNK HIGHWAY 25 AND COUNTY ROAD 10 NORTH IN
 AE1883'WATERTOWN, THEN 0.05 MI (0.1 KM) CONTINUED WEST ON COUNTY ROAD 20, AT
 AE1883'TRUNK HIGHWAY 25 MILE POINT 41.2, 5.95 MI (9.6 KM) NORTH OF THE
 AE1883'JUNCTION TRUNK HIGHWAY 25 AND TRUNK HIGHWAY 7.
 AE1883'
 AE1883'IT IS 36 FT (11.0 M) NORTH OF COUNTY ROAD 20, 35 FT (10.7 M) SOUTHWEST
 AE1883'OF TRUNK HIGHWAY 25, 9.3 FT (2.8 M) NORTH OF NORTH LEG OF COUNTY ROAD
 AE1883'20 SIGN WITH WITNESS SIGN, 2.0 FT (0.6 M) NORTH OF A WITNESS POST.
 AE1883
 AE1883                          STATION RECOVERY (2020)
 AE1883
 AE1883'RECOVERY NOTE BY MN DEPT OF TRANSP 2020 (TJD)
 AE1883'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 AE1884 ***********************************************************************
 AE1884  DESIGNATION -  1007 M
 AE1884  PID         -  AE1884
 AE1884  STATE/COUNTY-  MN/CARVER
 AE1884  COUNTRY     -  US
 AE1884  USGS QUAD   -  MAYER (2019)
 AE1884
 AE1884                         *CURRENT SURVEY CONTROL
 AE1884  ______________________________________________________________________
 AE1884* NAD 83(1986) POSITION- 44 58 32.54   (N) 093 52 50.96   (W)   HD_HELD1
 AE1884* NAVD 88 ORTHO HEIGHT -   288.813 (meters)      947.55  (feet) ADJUSTED
 AE1884  ______________________________________________________________________
 AE1884  GEOID HEIGHT    -        -27.490 (meters)                     GEOID18
 AE1884  DYNAMIC HEIGHT  -        288.791 (meters)      947.48  (feet) COMP
 AE1884  MODELED GRAVITY -    980,534.7   (mgal)                       NAVD 88
 AE1884
 AE1884  VERT ORDER      -  SECOND    CLASS I
 AE1884
 AE1884.The horizontal coordinates were determined by differentially corrected
 AE1884.hand held GPS observations or other comparable positioning techniques
 AE1884.and have an estimated accuracy of +/- 3 meters.
 AE1884
 AE1884.The orthometric height was determined by differential leveling and
 AE1884.adjusted by the NATIONAL GEODETIC SURVEY
 AE1884.in September 2013.
 AE1884
 AE1884.Significant digits in the geoid height do not necessarily reflect accuracy.
 AE1884.GEOID18 height accuracy estimate available here.
 AE1884
 AE1884.Click photographs - Photos may exist for this station.
 AE1884
 AE1884.The dynamic height is computed by dividing the NAVD 88
 AE1884.geopotential number by the normal gravity value computed on the
 AE1884.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE1884.degrees latitude (g = 980.6199 gals.).
 AE1884
 AE1884.The modeled gravity was interpolated from observed gravity values.
 AE1884
 AE1884;                    North         East    Units  Estimated Accuracy
 AE1884;SPC MN S     -   319,533.9     809,400.3     MT  (+/- 3 meters HH1 GPS) 
 AE1884
 AE1884_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK3054880628(NAD 83)
 AE1884
 AE1884                          SUPERSEDED SURVEY CONTROL
 AE1884
 AE1884  NAVD 88 (12/02/97)  288.810  (m)          947.54   (f) SUPERSEDED  2 1
 AE1884
 AE1884.Superseded values are not recommended for survey control.
 AE1884
 AE1884.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE1884.See file dsdata.pdf to determine how the superseded data were derived.
 AE1884
 AE1884_MARKER: DV = VERTICAL CONTROL DISK
 AE1884_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 AE1884_STAMPING: 1007 M 1979
 AE1884_MARK LOGO: MNHD
 AE1884_PROJECTION: RECESSED 3 CENTIMETERS
 AE1884_MAGNETIC: I = MARKER IS A STEEL ROD
 AE1884_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AE1884_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AE1884+SATELLITE: SATELLITE OBSERVATIONS - October 19, 2010
 AE1884
 AE1884  HISTORY     - Date     Condition        Report By
 AE1884  HISTORY     - 19790401 MONUMENTED       MNHD
 AE1884  HISTORY     - 1980     GOOD             MNDT
 AE1884  HISTORY     - 20061124 GOOD             USPSQD
 AE1884  HISTORY     - 20101019 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.
 AE1884
 AE1884                          STATION RECOVERY (2006)
 AE1884
 AE1884'RECOVERY NOTE BY US POWER SQUADRON 2006
 AE1884'RECOVERED IN GOOD CONDITION.
 AE1884
 AE1884                          STATION RECOVERY (2010)
 AE1884
 AE1884'RECOVERY NOTE BY MN DEPT OF TRANSP 2010 (MPP)
 AE1884'THE MARK IS 1.9 MI (3.1 KM) NORTHWEST OF WATERTOWN.
 AE1884'
 AE1884'TO REACH THE MARK GO 1.71 MI (2.8 KM) WEST-NORTHWEST ALONG TRUNK
 AE1884'HIGHWAY 25 FROM THE JUNCTION OF TRUNK HIGHWAY 25 AND COUNTY ROAD 10
 AE1884'NORTH IN WATERTOWN, AT TRUNK HIGHWAY 25 MILE POINT 41.6, 6.35 MI (10.2
 AE1884'KM) NORTH OF THE JUNCTION TRUNK HIGHWAY 25 AND TRUNK HIGHWAY 7.
 AE1884'
 AE1884'IT IS 32 FT (9.8 M) WEST OF TRUNK HIGHWAY 25, ON SMALL KNOB ALONG
 AE1884'HIGHWAY CURVE, 1.0 FT (0.3 M) EAST OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DN9959 ***********************************************************************
 DN9959  DESIGNATION -  1007 N
 DN9959  PID         -  DN9959
 DN9959  STATE/COUNTY-  MN/CARVER
 DN9959  COUNTRY     -  US
 DN9959  USGS QUAD   -  WATERTOWN (2019)
 DN9959
 DN9959                         *CURRENT SURVEY CONTROL
 DN9959  ______________________________________________________________________
 DN9959* NAD 83(2011) POSITION- 44 55 12.45829(N) 093 52 10.90127(W)   ADJUSTED
 DN9959* NAD 83(2011) ELLIP HT-   265.586 (meters)        (05/13/13)   ADJUSTED
 DN9959* NAD 83(2011) EPOCH   -  2010.00
 DN9959* NAVD 88 ORTHO HEIGHT -   292.978 (meters)      961.21  (feet) ADJUSTED
 DN9959  ______________________________________________________________________
 DN9959  GEOID HEIGHT    -        -27.410 (meters)                     GEOID18
 DN9959  NAD 83(2011) X  -   -305,317.261 (meters)                     COMP
 DN9959  NAD 83(2011) Y  - -4,513,736.757 (meters)                     COMP
 DN9959  NAD 83(2011) Z  -  4,481,255.057 (meters)                     COMP
 DN9959  LAPLACE CORR    -          2.85  (seconds)                    DEFLEC18
 DN9959  DYNAMIC HEIGHT  -        292.956 (meters)      961.14  (feet) COMP
 DN9959  MODELED GRAVITY -    980,535.7   (mgal)                       NAVD 88
 DN9959
 DN9959  VERT ORDER      -  SECOND    CLASS I
 DN9959
 DN9959  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DN9959  Standards:
 DN9959         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DN9959            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DN9959  -------------------------------------------------------------------
 DN9959  NETWORK    0.30   0.49           0.14   0.10   0.25     -0.06284018
 DN9959  -------------------------------------------------------------------
 DN9959  Click here for local accuracies and other accuracy information.
 DN9959
 DN9959.The horizontal coordinates were established by GPS observations
 DN9959.and adjusted by the MN DEPT OF TRANSP in May 2013.
 DN9959
 DN9959.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DN9959.been affixed to the stable North American tectonic plate. See 
 DN9959.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DN9959
 DN9959.The horizontal coordinates are valid at the epoch date displayed above
 DN9959.which is a decimal equivalence of Year/Month/Day.
 DN9959
 DN9959.The orthometric height was determined by differential leveling and
 DN9959.adjusted by the NATIONAL GEODETIC SURVEY
 DN9959.in September 2013.
 DN9959
 DN9959.Significant digits in the geoid height do not necessarily reflect accuracy.
 DN9959.GEOID18 height accuracy estimate available here.
 DN9959
 DN9959.Click photographs - Photos may exist for this station.
 DN9959
 DN9959.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DN9959
 DN9959.The Laplace correction was computed from DEFLEC18 derived deflections.
 DN9959
 DN9959.The ellipsoidal height was determined by GPS observations
 DN9959.and is referenced to NAD 83.
 DN9959
 DN9959.The dynamic height is computed by dividing the NAVD 88
 DN9959.geopotential number by the normal gravity value computed on the
 DN9959.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN9959.degrees latitude (g = 980.6199 gals.).
 DN9959
 DN9959.The modeled gravity was interpolated from observed gravity values.
 DN9959
 DN9959. The following values were computed from the NAD 83(2011) position.
 DN9959
 DN9959;                    North         East     Units Scale Factor Converg.
 DN9959;SPC MN S     -   313,359.050   810,287.885   MT  0.99994871   +0 05 28.8
 DN9959;SPC MN S     - 1,028,078.82  2,658,419.50   sFT  0.99994871   +0 05 28.8
 DN9959;UTM  15      - 4,974,445.484   431,359.568   MT  0.99965793   -0 36 50.9
 DN9959
 DN9959!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DN9959!SPC MN S     -   0.99995836  x   0.99994871  =   0.99990707
 DN9959!UTM  15      -   0.99995836  x   0.99965793  =   0.99961631
 DN9959
 DN9959:                Primary Azimuth Mark                     Grid Az
 DN9959:SPC MN S     -  1007 C                                   025 33 47.3
 DN9959:UTM  15      -  1007 C                                   026 16 07.0
 DN9959
 DN9959_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK3135974445(NAD 83)
 DN9959
 DN9959|---------------------------------------------------------------------|
 DN9959| PID    Reference Object                     Distance      Geod. Az  |
 DN9959|                                                           dddmmss.s |
 DN9959| AE1875 1007 C                              APPROX. 1.4 KM 0253916.1 |
 DN9959|---------------------------------------------------------------------|
 DN9959
 DN9959                          SUPERSEDED SURVEY CONTROL
 DN9959
 DN9959  NAVD 88             292.98   (m)          961.2    (f) LEVELING    3  
 DN9959
 DN9959.Superseded values are not recommended for survey control.
 DN9959
 DN9959.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN9959.See file dsdata.pdf to determine how the superseded data were derived.
 DN9959
 DN9959_MARKER: I = METAL ROD
 DN9959_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DN9959_STAMPING: 1007 N 2010
 DN9959_MARK LOGO: MNDT
 DN9959_PROJECTION: FLUSH
 DN9959_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DN9959_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DN9959_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DN9959+SATELLITE: SATELLITE OBSERVATIONS - June 17, 2024
 DN9959_ROD/PIPE-DEPTH: 4.6 meters
 DN9959
 DN9959  HISTORY     - Date     Condition        Report By
 DN9959  HISTORY     - 20101108 MONUMENTED       MNDT
 DN9959  HISTORY     - 20101120 GOOD             MNDT
 DN9959  HISTORY     - 20200407 GOOD             MNDT
 DN9959  HISTORY     - 20201012 GOOD             MNDT
 DN9959  HISTORY     - 20240617 GOOD             MNDT
 DN9959
 DN9959                          STATION DESCRIPTION
 DN9959
 DN9959'DESCRIBED BY MN DEPT OF TRANSP 2010
 DN9959'THE MARK IS 3.5 MI (5.6 KM) SOUTH OF WATERTOWN.
 DN9959'
 DN9959'TO REACH THE MARK GO 3.4 MI (5.5 KM) SOUTH ALONG TRUNK HIGHWAY 25 FROM
 DN9959'THE JUNCTION OF TRUNK HIGHWAY 25 AND SOUTH JUNCTION OF COUNTY ROAD 10
 DN9959'IN WATERTOWN, AT TRUNK HIGHWAY 25 MILE POINT 36.30.
 DN9959'
 DN9959'IT IS 46.0 FT (14.0 M) WEST OF TRUNK HIGHWAY 25, 35.2 FT (10.7 M)
 DN9959'NORTH OF DRIVEWAY, 1.1 FT (0.3 M) EAST OF A WITNESS POST.
 DN9959'
 DN9959'NOTE - THE STATION MARK CONSISTS OF A 3/4 INCH (19 MM) DIAMETER
 DN9959'ALUMINUM ROD DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL MARK
 DN9959'REMOVABLE DISK SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY
 DN9959'A SIX-INCH PVC PIPE BACKFILLED WITH WASHED SAND.
 DN9959
 DN9959                          STATION RECOVERY (2010)
 DN9959
 DN9959'RECOVERY NOTE BY MN DEPT OF TRANSP 2010 (MPP)
 DN9959'3.5 MILES SOUTH OF WATERTOWN, 3.4 MILES SOUTH ALONG TRUNK HIGHWAY 25
 DN9959'FROM JUNCTION OF TRUNK HIGHWAY 25 AND SOUTH JUNCTION OF COUNTY ROAD 10
 DN9959'IN WATERTOWN, AT TRUNK HIGHWAY 25 MILEPOINT 36.30, 46.0 FEET WEST OF
 DN9959'TRUNK HIGHWAY 25, 35.2 FEET NORTH OF DRIVEWAY, 1.1 FEET EAST OF
 DN9959'WITNESS POST.
 DN9959
 DN9959                          STATION RECOVERY (2020)
 DN9959
 DN9959'RECOVERY NOTE BY MN DEPT OF TRANSP 2020 (TJD)
 DN9959'RECOVERED IN GOOD CONDITION.
 DN9959
 DN9959                          STATION RECOVERY (2020)
 DN9959
 DN9959'RECOVERY NOTE BY MN DEPT OF TRANSP 2020 (KMS)
 DN9959'RECOVERED IN GOOD CONDITION.
 DN9959
 DN9959                          STATION RECOVERY (2024)
 DN9959
 DN9959'RECOVERY NOTE BY MN DEPT OF TRANSP 2024 (RMJ)
 DN9959'THE MARK WAS LOCATED ABOUT 3.5 MI (5.6 KM) SOUTH OF WATERTOWN, 3.4 MI
 DN9959'(5.5 KM) SOUTH ALONG TRUNK HIGHWAY 25 FROM THE JUNCTION OF TRUNK
 DN9959'HIGHWAY 25 AND THE SOUTH JUNCTION OF COUNTY ROAD 10 IN WATERTOWN, AT
 DN9959'TRUNK HIGHWAY 25 MILE POINT 36.30, 46.0 FT (14.0 M) WEST OF TRUNK
 DN9959'HIGHWAY 25, 35.2 FT (10.7 M) NORTH OF DRIVEWAY NUMBER 4610/4600, 1.1
 DN9959'FT (0.3 M) EAST OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DN9963 ***********************************************************************
 DN9963  DESIGNATION -  1007 P
 DN9963  PID         -  DN9963
 DN9963  STATE/COUNTY-  MN/CARVER
 DN9963  COUNTRY     -  US
 DN9963  USGS QUAD   -  WATERTOWN (2019)
 DN9963
 DN9963                         *CURRENT SURVEY CONTROL
 DN9963  ______________________________________________________________________
 DN9963* NAD 83(2011) POSITION- 44 57 29.15273(N) 093 51 30.59420(W)   ADJUSTED
 DN9963* NAD 83(2011) ELLIP HT-   271.488 (meters)        (05/13/13)   ADJUSTED
 DN9963* NAD 83(2011) EPOCH   -  2010.00
 DN9963* NAVD 88 ORTHO HEIGHT -   298.936 (meters)      980.76  (feet) ADJUSTED
 DN9963  ______________________________________________________________________
 DN9963  GEOID HEIGHT    -        -27.453 (meters)                     GEOID18
 DN9963  NAD 83(2011) X  -   -304,234.907 (meters)                     COMP
 DN9963  NAD 83(2011) Y  - -4,510,826.524 (meters)                     COMP
 DN9963  NAD 83(2011) Z  -  4,484,246.302 (meters)                     COMP
 DN9963  LAPLACE CORR    -          1.70  (seconds)                    DEFLEC18
 DN9963  DYNAMIC HEIGHT  -        298.914 (meters)      980.69  (feet) COMP
 DN9963  MODELED GRAVITY -    980,536.3   (mgal)                       NAVD 88
 DN9963
 DN9963  VERT ORDER      -  SECOND    CLASS I
 DN9963
 DN9963  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DN9963  Standards:
 DN9963         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DN9963            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DN9963  -------------------------------------------------------------------
 DN9963  NETWORK    0.76   1.16           0.35   0.25   0.59     -0.08863727
 DN9963  -------------------------------------------------------------------
 DN9963  Click here for local accuracies and other accuracy information.
 DN9963
 DN9963.The horizontal coordinates were established by GPS observations
 DN9963.and adjusted by the MN DEPT OF TRANSP in May 2013.
 DN9963
 DN9963.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DN9963.been affixed to the stable North American tectonic plate. See 
 DN9963.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DN9963
 DN9963.The horizontal coordinates are valid at the epoch date displayed above
 DN9963.which is a decimal equivalence of Year/Month/Day.
 DN9963
 DN9963.The orthometric height was determined by differential leveling and
 DN9963.adjusted by the NATIONAL GEODETIC SURVEY
 DN9963.in September 2013.
 DN9963
 DN9963.Significant digits in the geoid height do not necessarily reflect accuracy.
 DN9963.GEOID18 height accuracy estimate available here.
 DN9963
 DN9963.Click photographs - Photos may exist for this station.
 DN9963
 DN9963.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DN9963
 DN9963.The Laplace correction was computed from DEFLEC18 derived deflections.
 DN9963
 DN9963.The ellipsoidal height was determined by GPS observations
 DN9963.and is referenced to NAD 83.
 DN9963
 DN9963.The dynamic height is computed by dividing the NAVD 88
 DN9963.geopotential number by the normal gravity value computed on the
 DN9963.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN9963.degrees latitude (g = 980.6199 gals.).
 DN9963
 DN9963.The modeled gravity was interpolated from observed gravity values.
 DN9963
 DN9963. The following values were computed from the NAD 83(2011) position.
 DN9963
 DN9963;                    North         East     Units Scale Factor Converg.
 DN9963;SPC MN S     -   317,580.011   811,164.561   MT  0.99995377   +0 05 57.1
 DN9963;SPC MN S     - 1,041,927.09  2,661,295.73   sFT  0.99995377   +0 05 57.1
 DN9963;UTM  15      - 4,978,654.091   432,287.888   MT  0.99965638   -0 36 23.9
 DN9963
 DN9963!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DN9963!SPC MN S     -   0.99995744  x   0.99995377  =   0.99991121
 DN9963!UTM  15      -   0.99995744  x   0.99965638  =   0.99961383
 DN9963
 DN9963:                Primary Azimuth Mark                     Grid Az
 DN9963:SPC MN S     -  1007 Q                                   030 50 50.6
 DN9963:UTM  15      -  1007 Q                                   031 33 11.6
 DN9963
 DN9963_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK3228778654(NAD 83)
 DN9963
 DN9963|---------------------------------------------------------------------|
 DN9963| PID    Reference Object                     Distance      Geod. Az  |
 DN9963|                                                           dddmmss.s |
 DN9963| DN9964 1007 Q                              APPROX. 1.2 KM 0305647.7 |
 DN9963|---------------------------------------------------------------------|
 DN9963
 DN9963                          SUPERSEDED SURVEY CONTROL
 DN9963
 DN9963  NAVD 88             298.94   (m)          980.8    (f) LEVELING    3  
 DN9963
 DN9963.Superseded values are not recommended for survey control.
 DN9963
 DN9963.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN9963.See file dsdata.pdf to determine how the superseded data were derived.
 DN9963
 DN9963_MARKER: I = METAL ROD
 DN9963_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DN9963_STAMPING: 1007 P 2010
 DN9963_MARK LOGO: MNDT
 DN9963_PROJECTION: FLUSH
 DN9963_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DN9963_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DN9963_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DN9963+SATELLITE: SATELLITE OBSERVATIONS - November 20, 2010
 DN9963_ROD/PIPE-DEPTH: 6.1 meters
 DN9963
 DN9963  HISTORY     - Date     Condition        Report By
 DN9963  HISTORY     - 20101108 MONUMENTED       MNDT
 DN9963  HISTORY     - 20101120 GOOD             MNDT
 DN9963
 DN9963                          STATION DESCRIPTION
 DN9963
 DN9963'DESCRIBED BY MN DEPT OF TRANSP 2010
 DN9963'THE MARK IS IN WATERTOWN.
 DN9963'
 DN9963'TO REACH THE MARK GO 0.6 MI (1.0 KM) SOUTH ALONG TRUNK HIGHWAY 25 FROM
 DN9963'THE JUNCTION OF TRUNK HIGHWAY 25 AND SOUTH JUNCTION OF COUNTY ROAD 10,
 DN9963'AT TRUNK HIGHWAY 25 MILE POINT 39.10.
 DN9963'
 DN9963'IT IS 66.7 FT (20.3 M) EAST OF TRUNK HIGHWAY 25, 61.5 FT (18.7 M)
 DN9963'NORTHWEST OF HUTCHINSON ROAD, 1.3 FT (0.4 M) WEST OF A WITNESS POST.
 DN9963'
 DN9963'NOTE - THE STATION MARK CONSISTS OF A 3/4 INCH (19 MM) DIAMETER
 DN9963'ALUMINUM ROD DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL MARK
 DN9963'REMOVABLE DISK SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY
 DN9963'A SIX-INCH PVC PIPE BACKFILLED WITH WASHED SAND.
 DN9963
 DN9963                          STATION RECOVERY (2010)
 DN9963
 DN9963'RECOVERY NOTE BY MN DEPT OF TRANSP 2010 (JBG)
 DN9963'IN WATERTOWN, 0.6 MILE SOUTH ALONG TRUNK HIGHWAY 25 FROM JUNCTION OF
 DN9963'TRUNK HIGHWAY 25 AND SOUTH JUNCTION OF COUNTY ROAD 10, AT TRUNK
 DN9963'HIGHWAY 25 MILEPOINT 39.10, 66.7 FEET EAST OF TRUNK HIGHWAY 25, 61.5
 DN9963'FEET NORTHWEST OF HUTCHINSON ROAD, 1.3 FEET WEST OF WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DN9964 ***********************************************************************
 DN9964  DESIGNATION -  1007 Q
 DN9964  PID         -  DN9964
 DN9964  STATE/COUNTY-  MN/CARVER
 DN9964  COUNTRY     -  US
 DN9964  USGS QUAD   -  WATERTOWN (2019)
 DN9964
 DN9964                         *CURRENT SURVEY CONTROL
 DN9964  ______________________________________________________________________
 DN9964* NAD 83(2011) POSITION- 44 58 03.86561(N) 093 51 01.27398(W)   ADJUSTED
 DN9964* NAD 83(2011) ELLIP HT-   260.913 (meters)        (05/13/13)   ADJUSTED
 DN9964* NAD 83(2011) EPOCH   -  2010.00
 DN9964* NAVD 88 ORTHO HEIGHT -   288.374 (meters)      946.11  (feet) ADJUSTED
 DN9964  ______________________________________________________________________
 DN9964  GEOID HEIGHT    -        -27.463 (meters)                     GEOID18
 DN9964  NAD 83(2011) X  -   -303,542.344 (meters)                     COMP
 DN9964  NAD 83(2011) Y  - -4,510,106.708 (meters)                     COMP
 DN9964  NAD 83(2011) Z  -  4,484,997.071 (meters)                     COMP
 DN9964  LAPLACE CORR    -          1.56  (seconds)                    DEFLEC18
 DN9964  DYNAMIC HEIGHT  -        288.353 (meters)      946.04  (feet) COMP
 DN9964  MODELED GRAVITY -    980,536.5   (mgal)                       NAVD 88
 DN9964
 DN9964  VERT ORDER      -  SECOND    CLASS I
 DN9964
 DN9964  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DN9964  Standards:
 DN9964         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DN9964            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DN9964  -------------------------------------------------------------------
 DN9964  NETWORK    0.67   1.12           0.32   0.20   0.57     -0.04600917
 DN9964  -------------------------------------------------------------------
 DN9964  Click here for local accuracies and other accuracy information.
 DN9964
 DN9964.The horizontal coordinates were established by GPS observations
 DN9964.and adjusted by the MN DEPT OF TRANSP in May 2013.
 DN9964
 DN9964.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DN9964.been affixed to the stable North American tectonic plate. See 
 DN9964.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DN9964
 DN9964.The horizontal coordinates are valid at the epoch date displayed above
 DN9964.which is a decimal equivalence of Year/Month/Day.
 DN9964
 DN9964.The orthometric height was determined by differential leveling and
 DN9964.adjusted by the NATIONAL GEODETIC SURVEY
 DN9964.in September 2013.
 DN9964
 DN9964.Significant digits in the geoid height do not necessarily reflect accuracy.
 DN9964.GEOID18 height accuracy estimate available here.
 DN9964
 DN9964.Click photographs - Photos may exist for this station.
 DN9964
 DN9964.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DN9964
 DN9964.The Laplace correction was computed from DEFLEC18 derived deflections.
 DN9964
 DN9964.The ellipsoidal height was determined by GPS observations
 DN9964.and is referenced to NAD 83.
 DN9964
 DN9964.The dynamic height is computed by dividing the NAVD 88
 DN9964.geopotential number by the normal gravity value computed on the
 DN9964.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN9964.degrees latitude (g = 980.6199 gals.).
 DN9964
 DN9964.The modeled gravity was interpolated from observed gravity values.
 DN9964
 DN9964. The following values were computed from the NAD 83(2011) position.
 DN9964
 DN9964;                    North         East     Units Scale Factor Converg.
 DN9964;SPC MN S     -   318,652.682   811,805.205   MT  0.99995512   +0 06 17.6
 DN9964;SPC MN S     - 1,045,446.34  2,663,397.58   sFT  0.99995512   +0 06 17.6
 DN9964;UTM  15      - 4,979,718.471   432,941.502   MT  0.99965529   -0 36 03.5
 DN9964
 DN9964!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DN9964!SPC MN S     -   0.99995909  x   0.99995512  =   0.99991422
 DN9964!UTM  15      -   0.99995909  x   0.99965529  =   0.99961440
 DN9964
 DN9964:                Primary Azimuth Mark                     Grid Az
 DN9964:SPC MN S     -  1007 P                                   210 50 50.8
 DN9964:UTM  15      -  1007 P                                   211 33 11.9
 DN9964
 DN9964_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK3294179718(NAD 83)
 DN9964
 DN9964|---------------------------------------------------------------------|
 DN9964| PID    Reference Object                     Distance      Geod. Az  |
 DN9964|                                                           dddmmss.s |
 DN9964| DN9963 1007 P                              APPROX. 1.2 KM 2105708.4 |
 DN9964|---------------------------------------------------------------------|
 DN9964
 DN9964                          SUPERSEDED SURVEY CONTROL
 DN9964
 DN9964  NAVD 88             288.37   (m)          946.1    (f) LEVELING    3  
 DN9964
 DN9964.Superseded values are not recommended for survey control.
 DN9964
 DN9964.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN9964.See file dsdata.pdf to determine how the superseded data were derived.
 DN9964
 DN9964_MARKER: I = METAL ROD
 DN9964_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DN9964_STAMPING: 1007 Q 2010
 DN9964_MARK LOGO: MNDT
 DN9964_PROJECTION: FLUSH
 DN9964_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DN9964_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DN9964_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DN9964+SATELLITE: SATELLITE OBSERVATIONS - November 06, 2019
 DN9964_ROD/PIPE-DEPTH: 7.6 meters
 DN9964
 DN9964  HISTORY     - Date     Condition        Report By
 DN9964  HISTORY     - 20101108 MONUMENTED       MNDT
 DN9964  HISTORY     - 20101120 GOOD             MNDT
 DN9964  HISTORY     - 20191106 GOOD             MNDT
 DN9964
 DN9964                          STATION DESCRIPTION
 DN9964
 DN9964'DESCRIBED BY MN DEPT OF TRANSP 2010
 DN9964'THE MARK IS IN WATERTOWN.
 DN9964'
 DN9964'TO REACH THE MARK AT THE JUNCTION OF TRUNK HIGHWAY 25 (STATE STREET
 DN9964'NORTHWEST) AND COUNTY ROAD 10, AT TRUNK HIGHWAY 25 MILE POINT 39.90,
 DN9964'104.6 FT (31.9 M) EAST OF COUNTY ROAD 10.
 DN9964'
 DN9964'IT IS 37.5 FT (11.4 M) NORTH OF STATE STREET NORTHWEST, 3.6 FT (1.1 M)
 DN9964'NORTH OF A WITNESS POST.    NOTE - THE STATION MARK CONSISTS OF A 3/4
 DN9964'INCH (19 MM) DIAMETER ALUMINUM ROD DRIVEN TO REFUSAL WITH A STANDARD
 DN9964'MNDT CONTROL MARK REMOVABLE DISK SET ON A THREE FT (0.9 M) STABILIZER
 DN9964'FIN SURROUNDED BY A SIX-INCH PVC PIPE BACKFILLED WITH WASHED SAND.
 DN9964
 DN9964                          STATION RECOVERY (2010)
 DN9964
 DN9964'RECOVERY NOTE BY MN DEPT OF TRANSP 2010 (JBG)
 DN9964'IN WATERTOWN, AT JUNCTION OF TRUNK HIGHWAY 25 (STATE STREET NORTHWEST)
 DN9964'AND COUNTY ROAD 10, AT TRUNK HIGHWAY 25 MILEPOINT 39.90, 104.6 FEET
 DN9964'EAST OF COUNTY ROAD 10, 37.5 FEET NORTH OF STATE STREET NORTHWEST, 3.6
 DN9964'FEET NORTH OF WITNESS POST.
 DN9964
 DN9964                          STATION RECOVERY (2019)
 DN9964
 DN9964'RECOVERY NOTE BY MN DEPT OF TRANSP 2019 (MPP)
 DN9964'IN WATERTOWN, AT THE JUNCTION OF TRUNK HIGHWAY 25 (STATE STREET
 DN9964'NORTHWEST) AND COUNTY ROAD 10, AT TRUNK HIGHWAY 25 MILE POINT 39.90,
 DN9964'104.6 FT (31.9 M) EAST OF COUNTY ROAD 10, 37.5 FT (11.4 M) NORTH OF
 DN9964'STATE STREET NORTHWEST, 3.6 FT (1.1 M) NORTH OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 PP1971 ***********************************************************************
 PP1971  DESIGNATION -  1008 E
 PP1971  PID         -  PP1971
 PP1971  STATE/COUNTY-  MN/CARVER
 PP1971  COUNTRY     -  US
 PP1971  USGS QUAD   -  SHAKOPEE (2019)
 PP1971
 PP1971                         *CURRENT SURVEY CONTROL
 PP1971  ______________________________________________________________________
 PP1971* NAD 83(2011) POSITION- 44 48 24.65186(N) 093 36 02.92408(W)   ADJUSTED
 PP1971* NAD 83(2011) ELLIP HT-   254.394 (meters)        (06/27/12)   ADJUSTED
 PP1971* NAD 83(2011) EPOCH   -  2010.00
 PP1971* NAVD 88 ORTHO HEIGHT -   281.142 (meters)      922.38  (feet) ADJUSTED
 PP1971  ______________________________________________________________________
 PP1971  GEOID HEIGHT    -        -26.757 (meters)                     GEOID18
 PP1971  NAD 83(2011) X  -   -284,688.774 (meters)                     COMP
 PP1971  NAD 83(2011) Y  - -4,523,975.070 (meters)                     COMP
 PP1971  NAD 83(2011) Z  -  4,472,324.091 (meters)                     COMP
 PP1971  LAPLACE CORR    -         -0.31  (seconds)                    DEFLEC18
 PP1971  DYNAMIC HEIGHT  -        281.140 (meters)      922.37  (feet) COMP
 PP1971  MODELED GRAVITY -    980,601.3   (mgal)                       NAVD 88
 PP1971
 PP1971  VERT ORDER      -  SECOND    CLASS I
 PP1971
 PP1971  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 PP1971  Standards:
 PP1971         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 PP1971            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 PP1971  -------------------------------------------------------------------
 PP1971  NETWORK    0.61   0.98           0.27   0.22   0.50     -0.19954611
 PP1971  -------------------------------------------------------------------
 PP1971  Click here for local accuracies and other accuracy information.
 PP1971
 PP1971.The horizontal coordinates were established by GPS observations
 PP1971.and adjusted by the National Geodetic Survey in June 2012.
 PP1971
 PP1971.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 PP1971.been affixed to the stable North American tectonic plate. See 
 PP1971.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 PP1971
 PP1971.The horizontal coordinates are valid at the epoch date displayed above
 PP1971.which is a decimal equivalence of Year/Month/Day.
 PP1971
 PP1971.The orthometric height was determined by differential leveling and
 PP1971.adjusted by the NATIONAL GEODETIC SURVEY
 PP1971.in May 2020.
 PP1971
 PP1971.Significant digits in the geoid height do not necessarily reflect accuracy.
 PP1971.GEOID18 height accuracy estimate available here.
 PP1971
 PP1971.Click photographs - Photos may exist for this station.
 PP1971
 PP1971.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 PP1971
 PP1971.The Laplace correction was computed from DEFLEC18 derived deflections.
 PP1971
 PP1971.The ellipsoidal height was determined by GPS observations
 PP1971.and is referenced to NAD 83.
 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. The following values were computed from the NAD 83(2011) position.
 PP1971
 PP1971;                    North         East     Units Scale Factor Converg.
 PP1971;SPC MN S     -   300,840.026   831,578.120   MT  0.99993622   +0 16 47.3
 PP1971;SPC MN S     -   987,005.99  2,728,269.22   sFT  0.99993622   +0 16 47.3
 PP1971;UTM  15      - 4,961,669.552   452,487.970   MT  0.99962776   -0 25 24.3
 PP1971
 PP1971!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PP1971!SPC MN S     -   0.99996012  x   0.99993622  =   0.99989634
 PP1971!UTM  15      -   0.99996012  x   0.99962776  =   0.99958789
 PP1971
 PP1971_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK5248761669(NAD 83)
 PP1971
 PP1971|---------------------------------------------------------------------|
 PP1971| PID    Reference Object                     Distance      Geod. Az  |
 PP1971|                                                           dddmmss.s |
 PP1971| DM5806 CHAS                                366.085 METERS 10642     |
 PP1971| DM5824 WALL                                263.533 METERS 33507     |
 PP1971|---------------------------------------------------------------------|
 PP1971
 PP1971                          SUPERSEDED SURVEY CONTROL
 PP1971
 PP1971  NAD 83(2007)-  44 48 24.65204(N)    093 36 02.92470(W) AD(2002.00) 1
 PP1971  ELLIP H (02/25/11)  254.427  (m)                       GP(2002.00) 2 1
 PP1971  NAVD 88 (02/25/11)  281.17   (m)  GEOID09  model used  GPS OBS        
 PP1971  NAVD 88 (11/23/99)  281.140  (m)          922.37   (f) SUPERSEDED  2 1
 PP1971  NAVD 88 (06/15/91)  281.137  (m)          922.36   (f) SUPERSEDED  2 0
 PP1971  NGVD 29 (??/??/92)  281.097  (m)          922.23   (f) ADJ UNCH    2 0
 PP1971
 PP1971.Superseded values are not recommended for survey control.
 PP1971
 PP1971.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PP1971.See file dsdata.pdf to determine how the superseded data were derived.
 PP1971
 PP1971_MARKER: DB = BENCH MARK DISK
 PP1971_SETTING: 30 = SET IN A LIGHT STRUCTURE
 PP1971_SP_SET: CONCRETE FOOTING
 PP1971_STAMPING: 1008 E 1970
 PP1971_MARK LOGO: MNHD
 PP1971_MAGNETIC: N = NO MAGNETIC MATERIAL
 PP1971_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PP1971_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PP1971+SATELLITE: SATELLITE OBSERVATIONS - October 12, 2010
 PP1971
 PP1971  HISTORY     - Date     Condition        Report By
 PP1971  HISTORY     - 19700401 MONUMENTED       MNHD
 PP1971  HISTORY     - 19920727 GOOD             MNDT
 PP1971  HISTORY     - 20080616 GOOD             MNDT
 PP1971  HISTORY     - 20101012 GOOD             WOOLPT
 PP1971
 PP1971                          STATION DESCRIPTION
 PP1971
 PP1971'DESCRIBED BY MN HIGHWAY DEPT 1970
 PP1971'IN CHASKA.
 PP1971'MARK IS LOCATED IN THE VILLAGE OF CHASKA, 1.2 MILES NORTH ALONG T.H.
 PP1971'41 FROM THE JUNCTION OF T.H. 212, NEAR THE SOUTHWEST ENTRANCE TO
 PP1971'CHASKA SENIOR HIGH SCHOOL, IN THE SOUTHEAST CORNER OF THE CONCRETE
 PP1971'FLAG POLE BASE.  SW 1/4 SECTION 33, T 116N, R 23W.
 PP1971
 PP1971                          STATION RECOVERY (1992)
 PP1971
 PP1971'RECOVERY NOTE BY MN DEPT OF TRANSP 1992 (HTS)
 PP1971'RECOVERED AS DESCRIBED.
 PP1971
 PP1971                          STATION RECOVERY (2008)
 PP1971
 PP1971'RECOVERY NOTE BY MN DEPT OF TRANSP 2008 (JBG)
 PP1971'THE MARK WAS RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.
 PP1971'THE MARK IS IN CHASKA, 1.2 MILES NORTH ON TRUNK HIGHWAY 41 FROM
 PP1971'JUNCTION OF TRUNK HIGHWAY 212 AND TRUNK HIGHWAY 41, 0.12 MILE
 PP1971'NORTHEAST OF CENTER OF JUNCTION TRUNK HIGHWAY 41 AND ENGLER BOULEVARD,
 PP1971'NEAR SOUTHWEST ENTRANCE OF CHASKA MIDDLE SCHOOL, IN SOUTHEAST CORNER
 PP1971'OF CONCRETE BASE OF FLAGPOLE.
 PP1971
 PP1971                          STATION RECOVERY (2010)
 PP1971
 PP1971'RECOVERY NOTE BY WOOLPERT CONSULTANTS 2010 (JWK)
 PP1971'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 AE6486 ***********************************************************************
 AE6486  DESIGNATION -  1008 H
 AE6486  PID         -  AE6486
 AE6486  STATE/COUNTY-  MN/CARVER
 AE6486  COUNTRY     -  US
 AE6486  USGS QUAD   -  SHAKOPEE (2019)
 AE6486
 AE6486                         *CURRENT SURVEY CONTROL
 AE6486  ______________________________________________________________________
 AE6486* NAD 83(1986) POSITION- 44 50 41.     (N) 093 35 52.     (W)   SCALED
 AE6486* NAVD 88 ORTHO HEIGHT -   287.806 (meters)      944.24  (feet) ADJUSTED
 AE6486  ______________________________________________________________________
 AE6486  GEOID HEIGHT    -        -26.751 (meters)                     GEOID18
 AE6486  DYNAMIC HEIGHT  -        287.803 (meters)      944.23  (feet) COMP
 AE6486  MODELED GRAVITY -    980,596.3   (mgal)                       NAVD 88
 AE6486
 AE6486  VERT ORDER      -  SECOND    CLASS II
 AE6486
 AE6486.The horizontal coordinates were scaled from a map and have
 AE6486.an estimated accuracy of +/- 6 seconds.
 AE6486
 AE6486.The orthometric height was determined by differential leveling and
 AE6486.adjusted by the NATIONAL GEODETIC SURVEY
 AE6486.in November 1999.
 AE6486
 AE6486.Significant digits in the geoid height do not necessarily reflect accuracy.
 AE6486.GEOID18 height accuracy estimate available here.
 AE6486
 AE6486.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK527658(NAD 83)
 AE6486
 AE6486                          SUPERSEDED SURVEY CONTROL
 AE6486
 AE6486.No superseded survey control is available for this station.
 AE6486
 AE6486_MARKER: DV = VERTICAL CONTROL 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_MARK LOGO: MNHD
 AE6486_MAGNETIC: I = MARKER IS A STEEL ROD
 AE6486_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AE6486
 AE6486  HISTORY     - Date     Condition        Report By
 AE6486  HISTORY     - 1979     MONUMENTED       MNHD
 AE6486  HISTORY     - 20021010 MARK NOT FOUND   USPSQD
 AE6486  HISTORY     - 20080616 MARK NOT FOUND   MNDT
 AE6486
 AE6486                          STATION DESCRIPTION
 AE6486
 AE6486'DESCRIBED BY MN HIGHWAY DEPT 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.
 AE6486
 AE6486                          STATION RECOVERY (2008)
 AE6486
 AE6486'RECOVERY NOTE BY MN DEPT OF TRANSP 2008 (PL)
 AE6486'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 AE5176 ***********************************************************************
 AE5176  DESIGNATION -  1008 J
 AE5176  PID         -  AE5176
 AE5176  STATE/COUNTY-  MN/CARVER
 AE5176  COUNTRY     -  US
 AE5176  USGS QUAD   -  EXCELSIOR (2019)
 AE5176
 AE5176                         *CURRENT SURVEY CONTROL
 AE5176  ______________________________________________________________________
 AE5176* NAD 83(1986) POSITION- 44 53 09.49   (N) 093 34 57.84   (W)   HD_HELD1
 AE5176* NAVD 88 ORTHO HEIGHT -   307.338 (meters)     1008.32  (feet) ADJUSTED
 AE5176  ______________________________________________________________________
 AE5176  GEOID HEIGHT    -        -26.784 (meters)                     GEOID18
 AE5176  DYNAMIC HEIGHT  -        307.334 (meters)     1008.31  (feet) COMP
 AE5176  MODELED GRAVITY -    980,591.6   (mgal)                       NAVD 88
 AE5176
 AE5176  VERT ORDER      -  SECOND    CLASS I
 AE5176
 AE5176.The horizontal coordinates were determined by differentially corrected
 AE5176.hand held GPS observations or other comparable positioning techniques
 AE5176.and have an estimated accuracy of +/- 3 meters.
 AE5176
 AE5176.The orthometric height was determined by differential leveling and
 AE5176.adjusted by the NATIONAL GEODETIC SURVEY
 AE5176.in November 1999.
 AE5176
 AE5176.Significant digits in the geoid height do not necessarily reflect accuracy.
 AE5176.GEOID18 height accuracy estimate available here.
 AE5176
 AE5176.Click photographs - Photos may exist for this station.
 AE5176
 AE5176.The dynamic height is computed by dividing the NAVD 88
 AE5176.geopotential number by the normal gravity value computed on the
 AE5176.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE5176.degrees latitude (g = 980.6199 gals.).
 AE5176
 AE5176.The modeled gravity was interpolated from observed gravity values.
 AE5176
 AE5176;                    North         East    Units  Estimated Accuracy
 AE5176;SPC MN S     -   309,639.2     832,963.4     MT  (+/- 3 meters HH1 GPS) 
 AE5176
 AE5176_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK5398070448(NAD 83)
 AE5176
 AE5176                          SUPERSEDED SURVEY CONTROL
 AE5176
 AE5176.No superseded survey control is available for this station.
 AE5176
 AE5176_MARKER: DV = VERTICAL CONTROL 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: MNHD
 AE5176_PROJECTION: FLUSH
 AE5176_MAGNETIC: I = MARKER IS A STEEL ROD
 AE5176_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AE5176
 AE5176  HISTORY     - Date     Condition        Report By
 AE5176  HISTORY     - 19791101 MONUMENTED       MNDT
 AE5176  HISTORY     - 1979     GOOD             MNDT
 AE5176  HISTORY     - 19920727 GOOD             MNDT
 AE5176  HISTORY     - 20021010 MARK NOT FOUND   USPSQD
 AE5176  HISTORY     - 20050601 GOOD             MNDT
 AE5176  HISTORY     - 20110803 GOOD             MNDT
 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.
 AE5176
 AE5176                          STATION RECOVERY (2005)
 AE5176
 AE5176'RECOVERY NOTE BY MN DEPT OF TRANSP 2005 (BW)
 AE5176'0.5 MI (0.8 KM) SOUTH OF EXCELSIOR, 0.5 MI (0.8 KM) SOUTH OF THE
 AE5176'JUNCTION OF TRUNK HIGHWAY 7 AND TRUNK HIGHWAY 41, IN NORTHWEST
 AE5176'QUADRANT OF THE JUNCTION OF TRUNK HIGHWAY 41 AND CHES-MAR DRIVE, 65 FT
 AE5176'(19.8 M) WEST OF TRUNK HIGHWAY 41, 48 FT (14.6 M) NORTH OF CHES-MAR
 AE5176'DRIVE, 5 FT (1.5 M) NORTH OF POWER POLE, 11.5 FT (3.5 M) EAST OF A
 AE5176'WITNESS POST.
 AE5176
 AE5176                          STATION RECOVERY (2011)
 AE5176
 AE5176'RECOVERY NOTE BY MN DEPT OF TRANSP 2011 (EMS)
 AE5176'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 AE5170 ***********************************************************************
 AE5170  DESIGNATION -  1008 K
 AE5170  PID         -  AE5170
 AE5170  STATE/COUNTY-  MN/CARVER
 AE5170  COUNTRY     -  US
 AE5170  USGS QUAD   -  SHAKOPEE (2019)
 AE5170
 AE5170                         *CURRENT SURVEY CONTROL
 AE5170  ______________________________________________________________________
 AE5170* NAD 83(1986) POSITION- 44 49 14.07   (N) 093 36 08.14   (W)   HD_HELD1
 AE5170* NAVD 88 ORTHO HEIGHT -   284.808 (meters)      934.41  (feet) ADJUSTED
 AE5170  ______________________________________________________________________
 AE5170  GEOID HEIGHT    -        -26.749 (meters)                     GEOID18
 AE5170  DYNAMIC HEIGHT  -        284.806 (meters)      934.40  (feet) COMP
 AE5170  MODELED GRAVITY -    980,599.6   (mgal)                       NAVD 88
 AE5170
 AE5170  VERT ORDER      -  SECOND    CLASS I
 AE5170
 AE5170.The horizontal coordinates were determined by differentially corrected
 AE5170.hand held GPS observations or other comparable positioning techniques
 AE5170.and have an estimated accuracy of +/- 3 meters.
 AE5170
 AE5170.The orthometric height was determined by differential leveling and
 AE5170.adjusted by the NATIONAL GEODETIC SURVEY
 AE5170.in May 2020.
 AE5170
 AE5170.Significant digits in the geoid height do not necessarily reflect accuracy.
 AE5170.GEOID18 height accuracy estimate available here.
 AE5170
 AE5170.Click photographs - Photos may exist for this station.
 AE5170
 AE5170.The dynamic height is computed by dividing the NAVD 88
 AE5170.geopotential number by the normal gravity value computed on the
 AE5170.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE5170.degrees latitude (g = 980.6199 gals.).
 AE5170
 AE5170.The modeled gravity was interpolated from observed gravity values.
 AE5170
 AE5170;                    North         East    Units  Estimated Accuracy
 AE5170;SPC MN S     -   302,364.8     831,456.1     MT  (+/- 3 meters HH1 GPS) 
 AE5170
 AE5170_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK5238463195(NAD 83)
 AE5170
 AE5170                          SUPERSEDED SURVEY CONTROL
 AE5170
 AE5170  NAVD 88 (11/23/99)  284.810  (m)          934.41   (f) SUPERSEDED  2 1
 AE5170
 AE5170.Superseded values are not recommended for survey control.
 AE5170
 AE5170.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE5170.See file dsdata.pdf to determine how the superseded data were derived.
 AE5170
 AE5170_MARKER: DV = VERTICAL CONTROL DISK
 AE5170_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 AE5170_STAMPING: 1008 K 1992
 AE5170_MARK LOGO: MNDT
 AE5170_PROJECTION: FLUSH
 AE5170_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AE5170_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AE5170_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE5170+SATELLITE: SATELLITE OBSERVATIONS - June 16, 2008
 AE5170_ROD/PIPE-DEPTH: 5.5 meters
 AE5170
 AE5170  HISTORY     - Date     Condition        Report By
 AE5170  HISTORY     - 19920727 MONUMENTED       MNDT
 AE5170  HISTORY     - 20021016 GOOD             USPSQD
 AE5170  HISTORY     - 20080616 GOOD             MNDT
 AE5170
 AE5170                          STATION DESCRIPTION
 AE5170
 AE5170'DESCRIBED BY MN DEPT OF TRANSP 1992 (HTS)
 AE5170'2.5 MI (4.0 KM) NORTH OF CHASKA, 2.9 MI (4.7 KM) SOUTH ALONG TH 41
 AE5170'FROM THE JCT OF TH 41 AND TH 5, AT TH 41 MP 4.2, 74.0 FT (22.6 M) EAST
 AE5170'OF TH 41, 48.5 FT (14.8 M) SE OF A GUY POLE, 15.7 FT (4.8 M) SOUTH OF
 AE5170'AN ENT, 3.4 FT (1.0 M) SW OF A P-POLE, 3.0 FT (0.9 M) WEST OF A WIT
 AE5170'POST.
 AE5170
 AE5170                          STATION RECOVERY (2002)
 AE5170
 AE5170'RECOVERY NOTE BY US POWER SQUADRON 2002 (SL)
 AE5170'MARK IN PVC PIPE
 AE5170
 AE5170                          STATION RECOVERY (2008)
 AE5170
 AE5170'RECOVERY NOTE BY MN DEPT OF TRANSP 2008 (JBG)
 AE5170'THE STATION IS LOCATED 2.5 MI (4.0 KM) NORTH OF CHASKA.
 AE5170'
 AE5170'TO REACH THE MARK GO 2.17 MI (3.5 KM) NORTH ON TRUNK HIGHWAY 41 FROM
 AE5170'THE JUNCTION OF TRUNK HIGHWAY 41 AND TRUNK HIGHWAY 212 IN CHASKA, AT
 AE5170'TRUNK HIGHWAY 41 MILE POINT 4.2, 2.9 MI (4.7 KM) SOUTH OF THE JUNCTION
 AE5170'TRUNK HIGHWAY 41 AND TRUNK HIGHWAY 5.
 AE5170'
 AE5170'IT IS 74.0 FT (22.6 M) EAST OF TRUNK HIGHWAY 41, 48.5 FT (14.8 M)
 AE5170'SOUTHEAST OF GUY POLE, 3.4 FT (1.0 M) SOUTHWEST OF POWER POLE, 2.8 FT
 AE5170'(0.9 M) WEST OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 AE5171 ***********************************************************************
 AE5171  DESIGNATION -  1008 L
 AE5171  PID         -  AE5171
 AE5171  STATE/COUNTY-  MN/CARVER
 AE5171  COUNTRY     -  US
 AE5171  USGS QUAD   -  SHAKOPEE (2019)
 AE5171
 AE5171                         *CURRENT SURVEY CONTROL
 AE5171  ______________________________________________________________________
 AE5171* NAD 83(1986) POSITION- 44 49 44.     (N) 093 36 08.     (W)   SCALED
 AE5171* NAVD 88 ORTHO HEIGHT -   284.702 (meters)      934.06  (feet) ADJUSTED
 AE5171  ______________________________________________________________________
 AE5171  GEOID HEIGHT    -        -26.748 (meters)                     GEOID18
 AE5171  DYNAMIC HEIGHT  -        284.699 (meters)      934.05  (feet) COMP
 AE5171  MODELED GRAVITY -    980,598.3   (mgal)                       NAVD 88
 AE5171
 AE5171  VERT ORDER      -  SECOND    CLASS I
 AE5171
 AE5171.The horizontal coordinates were scaled from a map and have
 AE5171.an estimated accuracy of +/- 6 seconds.
 AE5171
 AE5171.The orthometric height was determined by differential leveling and
 AE5171.adjusted by the NATIONAL GEODETIC SURVEY
 AE5171.in November 1999.
 AE5171
 AE5171.Significant digits in the geoid height do not necessarily reflect accuracy.
 AE5171.GEOID18 height accuracy estimate available here.
 AE5171
 AE5171.Click photographs - Photos may exist for this station.
 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.      831,460.      MT  (+/- 180 meters Scaled)
 AE5171
 AE5171_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK523641(NAD 83)
 AE5171
 AE5171                          SUPERSEDED SURVEY CONTROL
 AE5171
 AE5171.No superseded survey control is available for this station.
 AE5171
 AE5171_MARKER: DV = VERTICAL CONTROL DISK
 AE5171_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 AE5171_STAMPING: 1008 L 1992
 AE5171_MARK LOGO: MNDT
 AE5171_PROJECTION: RECESSED 5 CENTIMETERS
 AE5171_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AE5171_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AE5171_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AE5171+SATELLITE: SATELLITE OBSERVATIONS - 1992
 AE5171_ROD/PIPE-DEPTH: 7.0 meters
 AE5171
 AE5171  HISTORY     - Date     Condition        Report By
 AE5171  HISTORY     - 1992     MONUMENTED       MNDT
 AE5171  HISTORY     - 20021016 MARK NOT FOUND   USPSQD
 AE5171  HISTORY     - 20080616 MARK NOT FOUND   MNDT
 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
 AE5171
 AE5171                          STATION RECOVERY (2008)
 AE5171
 AE5171'RECOVERY NOTE BY MN DEPT OF TRANSP 2008 (PL)
 AE5171'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 AE5172 ***********************************************************************
 AE5172  DESIGNATION -  1008 M
 AE5172  PID         -  AE5172
 AE5172  STATE/COUNTY-  MN/CARVER
 AE5172  COUNTRY     -  US
 AE5172  USGS QUAD   -  SHAKOPEE (2019)
 AE5172
 AE5172                         *CURRENT SURVEY CONTROL
 AE5172  ______________________________________________________________________
 AE5172* NAD 83(1986) POSITION- 44 50 12.72   (N) 093 36 06.69   (W)   HD_HELD1
 AE5172* NAVD 88 ORTHO HEIGHT -   294.596 (meters)      966.52  (feet) ADJUSTED
 AE5172  ______________________________________________________________________
 AE5172  GEOID HEIGHT    -        -26.749 (meters)                     GEOID18
 AE5172  DYNAMIC HEIGHT  -        294.593 (meters)      966.51  (feet) COMP
 AE5172  MODELED GRAVITY -    980,597.2   (mgal)                       NAVD 88
 AE5172
 AE5172  VERT ORDER      -  SECOND    CLASS I
 AE5172
 AE5172.The horizontal coordinates were determined by differentially corrected
 AE5172.hand held GPS observations or other comparable positioning techniques
 AE5172.and have an estimated accuracy of +/- 3 meters.
 AE5172
 AE5172.The orthometric height was determined by differential leveling and
 AE5172.adjusted by the NATIONAL GEODETIC SURVEY
 AE5172.in May 2020.
 AE5172
 AE5172.Significant digits in the geoid height do not necessarily reflect accuracy.
 AE5172.GEOID18 height accuracy estimate available here.
 AE5172
 AE5172.Click photographs - Photos may exist for this station.
 AE5172
 AE5172.The dynamic height is computed by dividing the NAVD 88
 AE5172.geopotential number by the normal gravity value computed on the
 AE5172.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE5172.degrees latitude (g = 980.6199 gals.).
 AE5172
 AE5172.The modeled gravity was interpolated from observed gravity values.
 AE5172
 AE5172;                    North         East    Units  Estimated Accuracy
 AE5172;SPC MN S     -   304,175.3     831,479.1     MT  (+/- 3 meters HH1 GPS) 
 AE5172
 AE5172_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK5242965004(NAD 83)
 AE5172
 AE5172                          SUPERSEDED SURVEY CONTROL
 AE5172
 AE5172  NAVD 88 (11/23/99)  294.598  (m)          966.53   (f) SUPERSEDED  2 1
 AE5172
 AE5172.Superseded values are not recommended for survey control.
 AE5172
 AE5172.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE5172.See file dsdata.pdf to determine how the superseded data were derived.
 AE5172
 AE5172_MARKER: DV = VERTICAL CONTROL DISK
 AE5172_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 AE5172_SP_SET: BRIDGE ABUTMENT
 AE5172_STAMPING: 1008 M 1992
 AE5172_MARK LOGO: MNDT
 AE5172_MAGNETIC: N = NO MAGNETIC MATERIAL
 AE5172_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AE5172_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AE5172+SATELLITE: SATELLITE OBSERVATIONS - June 16, 2008
 AE5172
 AE5172  HISTORY     - Date     Condition        Report By
 AE5172  HISTORY     - 19920727 MONUMENTED       MNDT
 AE5172  HISTORY     - 20021016 GOOD             USPSQD
 AE5172  HISTORY     - 20080616 GOOD             MNDT
 AE5172
 AE5172                          STATION DESCRIPTION
 AE5172
 AE5172'DESCRIBED BY MN DEPT OF TRANSP 1992 (HTS)
 AE5172'3.5 MI (5.6 KM) NORTH OF CHASKA, 1.8 MI (2.9 KM) SOUTH ALONG TH 41
 AE5172'FROM THE JCT OF TH 41 AND TH 5, AT TH 41 MP 5.3, 18.0 FT (5.5 M) EAST
 AE5172'OF TH 41, IN THE ABUT AT THE SE COR OF BRDG 10008.
 AE5172
 AE5172                          STATION RECOVERY (2002)
 AE5172
 AE5172'RECOVERY NOTE BY US POWER SQUADRON 2002 (SL)
 AE5172'RECOVERED IN GOOD CONDITION.
 AE5172
 AE5172                          STATION RECOVERY (2008)
 AE5172
 AE5172'RECOVERY NOTE BY MN DEPT OF TRANSP 2008 (JBG)
 AE5172'THE STATION IS LOCATED 3.5 MI (5.6 KM) NORTH OF CHASKA.
 AE5172'
 AE5172'TO REACH THE MARK GO 3.3 MI (5.3 KM) NORTH ON TRUNK HIGHWAY 41 FROM
 AE5172'THE JUNCTION OF TRUNK HIGHWAY 41 AND TRUNK HIGHWAY 212 IN CHASKA, AT
 AE5172'TRUNK HIGHWAY 41 MILE POINT 5.3, 1.8 MI (2.9 KM) SOUTH OF THE JUNCTION
 AE5172'TRUNK HIGHWAY 41 AND TRUNK HIGHWAY 5.
 AE5172'
 AE5172'IT IS 18.0 FT (5.5 M) EAST OF TRUNK HIGHWAY 41, IN ABUTMENT AT
 AE5172'SOUTHEAST CORNER OF TRUNK HIGHWAY 41 BRIDGE 10006.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 AE5174 ***********************************************************************
 AE5174  DESIGNATION -  1008 N
 AE5174  PID         -  AE5174
 AE5174  STATE/COUNTY-  MN/CARVER
 AE5174  COUNTRY     -  US
 AE5174  USGS QUAD   -  SHAKOPEE (2019)
 AE5174
 AE5174                         *CURRENT SURVEY CONTROL
 AE5174  ______________________________________________________________________
 AE5174* NAD 83(1986) POSITION- 44 50 58.     (N) 093 35 46.     (W)   SCALED
 AE5174* NAVD 88 ORTHO HEIGHT -   298.682 (meters)      979.93  (feet) ADJUSTED
 AE5174  ______________________________________________________________________
 AE5174  GEOID HEIGHT    -        -26.753 (meters)                     GEOID18
 AE5174  DYNAMIC HEIGHT  -        298.678 (meters)      979.91  (feet) COMP
 AE5174  MODELED GRAVITY -    980,595.7   (mgal)                       NAVD 88
 AE5174
 AE5174  VERT ORDER      -  SECOND    CLASS I
 AE5174
 AE5174.The horizontal coordinates were scaled from a map and have
 AE5174.an estimated accuracy of +/- 6 seconds.
 AE5174
 AE5174.The orthometric height was determined by differential leveling and
 AE5174.adjusted by the NATIONAL GEODETIC SURVEY
 AE5174.in November 1999.
 AE5174
 AE5174.Significant digits in the geoid height do not necessarily reflect accuracy.
 AE5174.GEOID18 height accuracy estimate available here.
 AE5174
 AE5174.Click photographs - Photos may exist for this station.
 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.      831,930.      MT  (+/- 180 meters Scaled)
 AE5174
 AE5174_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK528663(NAD 83)
 AE5174
 AE5174                          SUPERSEDED SURVEY CONTROL
 AE5174
 AE5174.No superseded survey control is available for this station.
 AE5174
 AE5174_MARKER: DV = VERTICAL CONTROL DISK
 AE5174_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 AE5174_STAMPING: 1008 N 1992
 AE5174_MARK LOGO: MNDT
 AE5174_PROJECTION: FLUSH
 AE5174_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AE5174_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AE5174_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE5174+SATELLITE: SATELLITE OBSERVATIONS - 1992
 AE5174_ROD/PIPE-DEPTH: 8.5 meters
 AE5174
 AE5174  HISTORY     - Date     Condition        Report By
 AE5174  HISTORY     - 1992     MONUMENTED       MNDT
 AE5174  HISTORY     - 20021010 MARK NOT FOUND   USPSQD
 AE5174  HISTORY     - 20080616 MARK NOT FOUND   MNDT
 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
 AE5174
 AE5174                          STATION RECOVERY (2008)
 AE5174
 AE5174'RECOVERY NOTE BY MN DEPT OF TRANSP 2008 (PL)
 AE5174'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DN6797 ***********************************************************************
 DN6797  DESIGNATION -  1008 R
 DN6797  PID         -  DN6797
 DN6797  STATE/COUNTY-  MN/CARVER
 DN6797  COUNTRY     -  US
 DN6797  USGS QUAD   -  SHAKOPEE (2019)
 DN6797
 DN6797                         *CURRENT SURVEY CONTROL
 DN6797  ______________________________________________________________________
 DN6797* NAD 83(1986) POSITION- 44 47 00.24   (N) 093 35 57.55   (W)   HD_HELD1
 DN6797* NAVD 88 ORTHO HEIGHT -   221.762 (meters)      727.56  (feet) ADJUSTED
 DN6797  ______________________________________________________________________
 DN6797  GEOID HEIGHT    -        -26.786 (meters)                     GEOID18
 DN6797  DYNAMIC HEIGHT  -        221.760 (meters)      727.56  (feet) COMP
 DN6797  MODELED GRAVITY -    980,601.5   (mgal)                       NAVD 88
 DN6797
 DN6797  VERT ORDER      -  SECOND    CLASS I
 DN6797
 DN6797.The horizontal coordinates were determined by differentially corrected
 DN6797.hand held GPS observations or other comparable positioning techniques
 DN6797.and have an estimated accuracy of +/- 3 meters.
 DN6797
 DN6797.The orthometric height was determined by differential leveling and
 DN6797.adjusted by the NATIONAL GEODETIC SURVEY
 DN6797.in May 2020.
 DN6797
 DN6797.Significant digits in the geoid height do not necessarily reflect accuracy.
 DN6797.GEOID18 height accuracy estimate available here.
 DN6797
 DN6797.Click photographs - Photos may exist for this station.
 DN6797
 DN6797.The dynamic height is computed by dividing the NAVD 88
 DN6797.geopotential number by the normal gravity value computed on the
 DN6797.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN6797.degrees latitude (g = 980.6199 gals.).
 DN6797
 DN6797.The modeled gravity was interpolated from observed gravity values.
 DN6797
 DN6797;                    North         East    Units  Estimated Accuracy
 DN6797;SPC MN S     -   298,235.1     831,709.0     MT  (+/- 3 meters HH1 GPS) 
 DN6797
 DN6797_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK5258659064(NAD 83)
 DN6797
 DN6797                          SUPERSEDED SURVEY CONTROL
 DN6797
 DN6797  NAVD 88 (05/21/19)  221.751  (m)          727.53   (f) SUPERSEDED  2 1
 DN6797  NAVD 88 (09/20/16)  221.757  (m)          727.55   (f) SUPERSEDED  2 1
 DN6797  NAVD 88 (08/01/13)  221.762  (m)          727.56   (f) SUPERSEDED  2 1
 DN6797
 DN6797.Superseded values are not recommended for survey control.
 DN6797
 DN6797.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN6797.See file dsdata.pdf to determine how the superseded data were derived.
 DN6797
 DN6797_MARKER: DD = SURVEY DISK
 DN6797_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DN6797_SP_SET: BRIDGE RAILING
 DN6797_STAMPING: 1008 R 2008
 DN6797_MARK LOGO: MNDT
 DN6797_MAGNETIC: N = NO MAGNETIC MATERIAL
 DN6797_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DN6797_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DN6797+SATELLITE: SATELLITE OBSERVATIONS - November 02, 2024
 DN6797
 DN6797  HISTORY     - Date     Condition        Report By
 DN6797  HISTORY     - 20080401 MONUMENTED       MNDT
 DN6797  HISTORY     - 20130916 GOOD             MNDT
 DN6797  HISTORY     - 20241102 POOR             USPSQD
 DN6797
 DN6797                          STATION DESCRIPTION
 DN6797
 DN6797'DESCRIBED BY MN DEPT OF TRANSP 2008
 DN6797'THE STATION IS LOCATED IN CHASKA.
 DN6797'
 DN6797'TO REACH THE MARK GO 2.2 MI (3.5 KM) SOUTH ALONG TRUNK HIGHWAY 41 FROM
 DN6797'THE JUNCTION OF TRUNK HIGHWAY 41 AND TRUNK HIGHWAY 212, IN RAIL IN THE
 DN6797'NORTHEAST CORNER BRIDGE RAIL OF TRUNK HIGHWAY 41 BRIDGE NUMBER 10012
 DN6797'OVER THE MINNESOTA RIVER.
 DN6797'
 DN6797'IT IS 29.8 FT (9.1 M) EAST OF TRUNK HIGHWAY 41.
 DN6797
 DN6797                          STATION RECOVERY (2013)
 DN6797
 DN6797'RECOVERY NOTE BY MN DEPT OF TRANSP 2013 (MPP)
 DN6797'RECOVERED AS DESCRIBED.
 DN6797
 DN6797                          STATION RECOVERY (2024)
 DN6797
 DN6797'RECOVERY NOTE BY US POWER SQUADRON 2024 (SMB)
 DN6797'MARK RECOVERED IN POOR CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DN6803 ***********************************************************************
 DN6803  DESIGNATION -  1008 S
 DN6803  PID         -  DN6803
 DN6803  STATE/COUNTY-  MN/CARVER
 DN6803  COUNTRY     -  US
 DN6803  USGS QUAD   -  SHAKOPEE (2019)
 DN6803
 DN6803                         *CURRENT SURVEY CONTROL
 DN6803  ______________________________________________________________________
 DN6803* NAD 83(1986) POSITION- 44 47 38.23   (N) 093 36 06.71   (W)   HD_HELD1
 DN6803* NAVD 88 ORTHO HEIGHT -   237.931 (meters)      780.61  (feet) ADJUSTED
 DN6803  ______________________________________________________________________
 DN6803  GEOID HEIGHT    -        -26.771 (meters)                     GEOID18
 DN6803  DYNAMIC HEIGHT  -        237.929 (meters)      780.61  (feet) COMP
 DN6803  MODELED GRAVITY -    980,602.5   (mgal)                       NAVD 88
 DN6803
 DN6803  VERT ORDER      -  SECOND    CLASS I
 DN6803
 DN6803.The horizontal coordinates were determined by differentially corrected
 DN6803.hand held GPS observations or other comparable positioning techniques
 DN6803.and have an estimated accuracy of +/- 3 meters.
 DN6803
 DN6803.The orthometric height was determined by differential leveling and
 DN6803.adjusted by the NATIONAL GEODETIC SURVEY
 DN6803.in May 2020.
 DN6803
 DN6803.Significant digits in the geoid height do not necessarily reflect accuracy.
 DN6803.GEOID18 height accuracy estimate available here.
 DN6803
 DN6803.Click photographs - Photos may exist for this station.
 DN6803
 DN6803.The dynamic height is computed by dividing the NAVD 88
 DN6803.geopotential number by the normal gravity value computed on the
 DN6803.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN6803.degrees latitude (g = 980.6199 gals.).
 DN6803
 DN6803.The modeled gravity was interpolated from observed gravity values.
 DN6803
 DN6803;                    North         East    Units  Estimated Accuracy
 DN6803;SPC MN S     -   299,406.7     831,501.9     MT  (+/- 3 meters HH1 GPS) 
 DN6803
 DN6803_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK5239460237(NAD 83)
 DN6803
 DN6803                          SUPERSEDED SURVEY CONTROL
 DN6803
 DN6803  NAVD 88 (08/01/13)  237.930  (m)          780.61   (f) SUPERSEDED  2 1
 DN6803
 DN6803.Superseded values are not recommended for survey control.
 DN6803
 DN6803.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN6803.See file dsdata.pdf to determine how the superseded data were derived.
 DN6803
 DN6803_MARKER: DD = SURVEY DISK
 DN6803_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DN6803_SP_SET: BRIDGE RAILING
 DN6803_STAMPING: 1008 S 2008
 DN6803_MARK LOGO: MNDT
 DN6803_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DN6803_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DN6803_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DN6803+SATELLITE: SATELLITE OBSERVATIONS - May 15, 2008
 DN6803
 DN6803  HISTORY     - Date     Condition        Report By
 DN6803  HISTORY     - 20080515 MONUMENTED       MNDT
 DN6803
 DN6803                          STATION DESCRIPTION
 DN6803
 DN6803'DESCRIBED BY MN DEPT OF TRANSP 2008
 DN6803'THE STATION IS LOCATED IN CHASKA.
 DN6803'
 DN6803'TO REACH THE MARK GO 0.35 MI (0.6 KM) NORTH ALONG TRUNK HIGHWAY 41
 DN6803'FROM THE JUNCTION OF TRUNK HIGHWAY 41 AND TRUNK HIGHWAY 212 IN CHASKA,
 DN6803'AT TRUNK HIGHWAY 41 MILE POINT 2.45.
 DN6803'
 DN6803'IN THE BRIDGE RAIL AT THE SOUTHEAST CORNER OF TRUNK HIGHWAY 41 BRIDGE
 DN6803'NUMBER 10011 OVER SMALL RAVINE, 36.1 FT (11.0 M) SOUTHEAST OF THE
 DN6803'MEDIAN.  DISK SET IN A DRILL HOLE.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DN6840 ***********************************************************************
 DN6840  DESIGNATION -  1008 S 1
 DN6840  PID         -  DN6840
 DN6840  STATE/COUNTY-  MN/CARVER
 DN6840  COUNTRY     -  US
 DN6840  USGS QUAD   -  SHAKOPEE (2019)
 DN6840
 DN6840                         *CURRENT SURVEY CONTROL
 DN6840  ______________________________________________________________________
 DN6840* NAD 83(1986) POSITION- 44 47 18.53   (N) 093 36 19.18   (W)   HD_HELD1
 DN6840* NAVD 88 ORTHO HEIGHT -   225.959 (meters)      741.33  (feet) ADJUSTED
 DN6840  ______________________________________________________________________
 DN6840  GEOID HEIGHT    -        -26.777 (meters)                     GEOID18
 DN6840  DYNAMIC HEIGHT  -        225.957 (meters)      741.33  (feet) COMP
 DN6840  MODELED GRAVITY -    980,601.8   (mgal)                       NAVD 88
 DN6840
 DN6840  VERT ORDER      -  SECOND    CLASS I
 DN6840
 DN6840.The horizontal coordinates were determined by differentially corrected
 DN6840.hand held GPS observations or other comparable positioning techniques
 DN6840.and have an estimated accuracy of +/- 3 meters.
 DN6840
 DN6840.The orthometric height was determined by differential leveling and
 DN6840.adjusted by the NATIONAL GEODETIC SURVEY
 DN6840.in May 2020.
 DN6840
 DN6840.Significant digits in the geoid height do not necessarily reflect accuracy.
 DN6840.GEOID18 height accuracy estimate available here.
 DN6840
 DN6840.Click photographs - Photos may exist for this station.
 DN6840
 DN6840.The dynamic height is computed by dividing the NAVD 88
 DN6840.geopotential number by the normal gravity value computed on the
 DN6840.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN6840.degrees latitude (g = 980.6199 gals.).
 DN6840
 DN6840.The modeled gravity was interpolated from observed gravity values.
 DN6840
 DN6840;                    North         East    Units  Estimated Accuracy
 DN6840;SPC MN S     -   298,797.3     831,230.8     MT  (+/- 3 meters HH1 GPS) 
 DN6840
 DN6840_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK5211559631(NAD 83)
 DN6840
 DN6840                          SUPERSEDED SURVEY CONTROL
 DN6840
 DN6840  NAVD 88 (08/01/13)  225.958  (m)          741.33   (f) SUPERSEDED  2 1
 DN6840
 DN6840.Superseded values are not recommended for survey control.
 DN6840
 DN6840.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN6840.See file dsdata.pdf to determine how the superseded data were derived.
 DN6840
 DN6840_MARKER: DB = BENCH MARK DISK
 DN6840_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DN6840_SP_SET: BRIDGE ABUTMENT
 DN6840_STAMPING: 1008 S 1 1975
 DN6840_MARK LOGO: MNHD
 DN6840_MAGNETIC: N = NO MAGNETIC MATERIAL
 DN6840_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DN6840_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DN6840+SATELLITE: SATELLITE OBSERVATIONS - September 16, 2013
 DN6840
 DN6840  HISTORY     - Date     Condition        Report By
 DN6840  HISTORY     - 19750401 MONUMENTED       MNHD
 DN6840  HISTORY     - 20080616 GOOD             MNDT
 DN6840  HISTORY     - 20130916 GOOD             MNDT
 DN6840  HISTORY     - 20241102 MARK NOT FOUND   USPSQD
 DN6840
 DN6840                          STATION DESCRIPTION
 DN6840
 DN6840'DESCRIBED BY MN DEPT OF TRANSP 2008 (JBG)
 DN6840'THE STATION IS LOCATED IN CHASKA.
 DN6840'
 DN6840'TO REACH THE MARK GO 0.2 MI (0.3 KM) WEST ALONG COUNTY ROAD 61 FROM
 DN6840'THE JUNCTION OF COUNTY ROAD 61 AND TRUNK HIGHWAY 41 IN CHASKA, IN
 DN6840'BRIDGE ABUTMENT AT THE SOUTHEAST CORNER OF COUNTY ROAD 61 BRIDGE
 DN6840'NUMBER 10002 OVER CREEK.
 DN6840'
 DN6840'IT IS 27.6 FT (8.4 M) SOUTH OF COUNTY ROAD 61, 14.7 FT (4.5 M) NORTH
 DN6840'OF POWER POLE.  NEW DISK SET IN A DRILL HOLE IN BRIDGE BUILT IN 1975.
 DN6840
 DN6840                          STATION RECOVERY (2013)
 DN6840
 DN6840'RECOVERY NOTE BY MN DEPT OF TRANSP 2013 (MPP)
 DN6840'IN CHASKA, 0.2 MI (0.3 KM) WEST ALONG COUNTY ROAD 61 FROM THE JUNCTION
 DN6840'OF COUNTY ROAD 61 AND TRUNK HIGHWAY 41 IN CHASKA, IN BRIDGE ABUTMENT
 DN6840'AT THE SOUTHEAST CORNER OF COUNTY ROAD 61 BRIDGE NUMBER 10002 OVER
 DN6840'CREEK, 27.6 FT (8.4 M) SOUTH OF COUNTY ROAD 61, 14.7 FT (4.5 M) NORTH
 DN6840'OF POWER POLE.  NEW DISK SET IN BRIDGE BUILT IN 1975.
 DN6840
 DN6840                          STATION RECOVERY (2024)
 DN6840
 DN6840'RECOVERY NOTE BY US POWER SQUADRON 2024 (SMB)
 DN6840'BRIDGE STRUCTURE HAS BEEN MODIFIED.  MARK MAY HAVE BEEN COVERED BY NEW
 DN6840'CONCRETE PILLAR.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DN6804 ***********************************************************************
 DN6804  DESIGNATION -  1008 T
 DN6804  PID         -  DN6804
 DN6804  STATE/COUNTY-  MN/CARVER
 DN6804  COUNTRY     -  US
 DN6804  USGS QUAD   -  SHAKOPEE (2019)
 DN6804
 DN6804                         *CURRENT SURVEY CONTROL
 DN6804  ______________________________________________________________________
 DN6804* NAD 83(1986) POSITION- 44 49 42.45   (N) 093 36 08.05   (W)   HD_HELD1
 DN6804* NAVD 88 ORTHO HEIGHT -   285.194 (meters)      935.67  (feet) ADJUSTED
 DN6804  ______________________________________________________________________
 DN6804  GEOID HEIGHT    -        -26.748 (meters)                     GEOID18
 DN6804  DYNAMIC HEIGHT  -        285.191 (meters)      935.66  (feet) COMP
 DN6804  MODELED GRAVITY -    980,598.4   (mgal)                       NAVD 88
 DN6804
 DN6804  VERT ORDER      -  SECOND    CLASS I
 DN6804
 DN6804.The horizontal coordinates were determined by differentially corrected
 DN6804.hand held GPS observations or other comparable positioning techniques
 DN6804.and have an estimated accuracy of +/- 3 meters.
 DN6804
 DN6804.The orthometric height was determined by differential leveling and
 DN6804.adjusted by the NATIONAL GEODETIC SURVEY
 DN6804.in May 2020.
 DN6804
 DN6804.Significant digits in the geoid height do not necessarily reflect accuracy.
 DN6804.GEOID18 height accuracy estimate available here.
 DN6804
 DN6804.Click photographs - Photos may exist for this station.
 DN6804
 DN6804.The dynamic height is computed by dividing the NAVD 88
 DN6804.geopotential number by the normal gravity value computed on the
 DN6804.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN6804.degrees latitude (g = 980.6199 gals.).
 DN6804
 DN6804.The modeled gravity was interpolated from observed gravity values.
 DN6804
 DN6804;                    North         East    Units  Estimated Accuracy
 DN6804;SPC MN S     -   303,240.8     831,453.8     MT  (+/- 3 meters HH1 GPS) 
 DN6804
 DN6804_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK5239364070(NAD 83)
 DN6804
 DN6804                          SUPERSEDED SURVEY CONTROL
 DN6804
 DN6804  NAVD 88 (08/01/13)  285.195  (m)          935.68   (f) SUPERSEDED  2 1
 DN6804
 DN6804.Superseded values are not recommended for survey control.
 DN6804
 DN6804.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN6804.See file dsdata.pdf to determine how the superseded data were derived.
 DN6804
 DN6804_MARKER: DD = SURVEY DISK
 DN6804_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 DN6804+WITH SETTING: PAVEMENT
 DN6804_SP_SET: TRAFFIC LIGHT BASE
 DN6804_STAMPING: 1008 T 2008
 DN6804_MARK LOGO: MNDT
 DN6804_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DN6804_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DN6804+STABILITY: SURFACE MOTION
 DN6804_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DN6804+SATELLITE: SATELLITE OBSERVATIONS - May 15, 2008
 DN6804
 DN6804  HISTORY     - Date     Condition        Report By
 DN6804  HISTORY     - 20080515 MONUMENTED       MNDT
 DN6804
 DN6804                          STATION DESCRIPTION
 DN6804
 DN6804'DESCRIBED BY MN DEPT OF TRANSP 2008
 DN6804'THE STATION IS LOCATED IN CHASKA.
 DN6804'
 DN6804'TO REACH THE MARK GO 0.9 MI (1.4 KM) NORTH ALONG TRUNK HIGHWAY 41 FROM
 DN6804'THE JUNCTION OF TRUNK HIGHWAY 41 AND TRUNK HIGHWAY 212.
 DN6804'
 DN6804'IT IS 72.6 FT (22.1 M) EAST OF THE CENTER MEDIAN OF TRUNK HIGHWAY 41,
 DN6804'47 FT (14.3 M) SOUTH OF PIONEER TRAIL MEDIAN, IN THE WEST SIDE OF
 DN6804'TRAFFIC LIGHT BASE.  DISK SET IN A DRILL HOLE.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DP5450 ***********************************************************************
 DP5450  DESIGNATION -  1008 V
 DP5450  PID         -  DP5450
 DP5450  STATE/COUNTY-  MN/CARVER
 DP5450  COUNTRY     -  US
 DP5450  USGS QUAD   -  SHAKOPEE (2019)
 DP5450
 DP5450                         *CURRENT SURVEY CONTROL
 DP5450  ______________________________________________________________________
 DP5450* NAD 83(1986) POSITION- 44 47 00.67   (N) 093 35 56.65   (W)   HD_HELD1
 DP5450* NAVD 88 ORTHO HEIGHT -   222.170 (meters)      728.90  (feet) ADJUSTED
 DP5450  ______________________________________________________________________
 DP5450  GEOID HEIGHT    -        -26.786 (meters)                     GEOID18
 DP5450  DYNAMIC HEIGHT  -        222.168 (meters)      728.90  (feet) COMP
 DP5450  MODELED GRAVITY -    980,601.4   (mgal)                       NAVD 88
 DP5450
 DP5450  VERT ORDER      -  SECOND    CLASS I
 DP5450
 DP5450.The horizontal coordinates were determined by differentially corrected
 DP5450.hand held GPS observations or other comparable positioning techniques
 DP5450.and have an estimated accuracy of +/- 3 meters.
 DP5450
 DP5450.The orthometric height was determined by differential leveling and
 DP5450.adjusted by the NATIONAL GEODETIC SURVEY
 DP5450.in May 2019.
 DP5450
 DP5450.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP5450.GEOID18 height accuracy estimate available here.
 DP5450
 DP5450.Click photographs - Photos may exist for this station.
 DP5450
 DP5450.The dynamic height is computed by dividing the NAVD 88
 DP5450.geopotential number by the normal gravity value computed on the
 DP5450.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP5450.degrees latitude (g = 980.6199 gals.).
 DP5450
 DP5450.The modeled gravity was interpolated from observed gravity values.
 DP5450
 DP5450;                    North         East    Units  Estimated Accuracy
 DP5450;SPC MN S     -   298,248.5     831,728.7     MT  (+/- 3 meters HH1 GPS) 
 DP5450
 DP5450_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK5260659077(NAD 83)
 DP5450
 DP5450                          SUPERSEDED SURVEY CONTROL
 DP5450
 DP5450  NAVD 88 (09/20/16)  222.176  (m)          728.92   (f) SUPERSEDED  2 1
 DP5450
 DP5450.Superseded values are not recommended for survey control.
 DP5450
 DP5450.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DP5450.See file dsdata.pdf to determine how the superseded data were derived.
 DP5450
 DP5450_MARKER: F = FLANGE-ENCASED ROD
 DP5450_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DP5450_STAMPING: 1008 V 2013
 DP5450_MARK LOGO: MNDT
 DP5450_PROJECTION: RECESSED 8 CENTIMETERS
 DP5450_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DP5450_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DP5450_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP5450+SATELLITE: SATELLITE OBSERVATIONS - October 09, 2013
 DP5450_ROD/PIPE-DEPTH: 6.7 meters
 DP5450
 DP5450  HISTORY     - Date     Condition        Report By
 DP5450  HISTORY     - 20131009 MONUMENTED       MNDT
 DP5450  HISTORY     - 20241102 GOOD             USPSQD
 DP5450
 DP5450                          STATION DESCRIPTION
 DP5450
 DP5450'DESCRIBED BY MN DEPT OF TRANSP 2013
 DP5450'THE STATION IS LOCATED ABOUT 8.0 MI (12.9 KM) SOUTHWEST OF EDEN
 DP5450'PRAIRIE, 6.0 MI (9.7 KM) SOUTH-SOUTHEAST OF VICTORIA AND 3.7 MI (6.0
 DP5450'KM) WEST-SOUTHWEST OF SHAKOPEE.
 DP5450'
 DP5450'TO REACH THE MARK GO 0.5 MI (0.8 KM) SOUTHEAST ALONG TRUNK HIGHWAY 41
 DP5450'FROM THE JUNCTION OF TRUNK HIGHWAY 41 AND COUNTY ROAD 61 INCH (155 CM)
 DP5450'CHASKA, AT TRUNK HIGHWAY 41 MILE POINT 1.60, ALONG NORTH DIKE OF
 DP5450'MINNESOTA RIVER.
 DP5450'
 DP5450'THE MARK IS LOCATED 108.0 FT (32.9 M) NORTH-NORTHEAST OF NORTHBOUND
 DP5450'TRUNK HIGHWAY 41, 31.0 FT (9.4 M) SOUTH-SOUTHEAST OF BIKE PATH, 33.8
 DP5450'FT (10.3 M) EAST OF LAST PILLAR OF BRIDGE, 1.5 FT (0.5 M) SOUTHWEST OF
 DP5450'A WITNESS POST.
 DP5450'
 DP5450'NOTE - THE STATION MARK CONSISTS OF A 3/4 INCH (19 MM) DIAMETER
 DP5450'ALUMINUM ROD DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL MARK
 DP5450'REMOVABLE DISK SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY
 DP5450'A SIX-INCH PVC PIPE BACKFILLED WITH WASHED SAND.
 DP5450
 DP5450                          STATION RECOVERY (2024)
 DP5450
 DP5450'RECOVERY NOTE BY US POWER SQUADRON 2024 (SMB)
 DP5450'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 AE6896 ***********************************************************************
 AE6896  HT_MOD      -  This is a Height Modernization Survey Station.
 AE6896  DESIGNATION -  1009 A
 AE6896  PID         -  AE6896
 AE6896  STATE/COUNTY-  MN/CARVER
 AE6896  COUNTRY     -  US
 AE6896  USGS QUAD   -  SHAKOPEE (2019)
 AE6896
 AE6896                         *CURRENT SURVEY CONTROL
 AE6896  ______________________________________________________________________
 AE6896* NAD 83(2011) POSITION- 44 49 01.25398(N) 093 32 14.84729(W)   ADJUSTED
 AE6896* NAD 83(2011) ELLIP HT-   250.933 (meters)        (06/27/12)   ADJUSTED
 AE6896* NAD 83(2011) EPOCH   -  2010.00
 AE6896* NAVD 88 ORTHO HEIGHT -   277.71  (meters)      911.1   (feet) GPS OBS
 AE6896  ______________________________________________________________________
 AE6896  NAVD 88 orthometric height was determined with geoid model    GEOID12A
 AE6896  GEOID HEIGHT    -        -26.789 (meters)                     GEOID12A
 AE6896  GEOID HEIGHT    -        -26.794 (meters)                     GEOID18
 AE6896  NAD 83(2011) X  -   -279,636.940 (meters)                     COMP
 AE6896  NAD 83(2011) Y  - -4,523,489.823 (meters)                     COMP
 AE6896  NAD 83(2011) Z  -  4,473,123.239 (meters)                     COMP
 AE6896  LAPLACE CORR    -         -3.20  (seconds)                    DEFLEC18
 AE6896
 AE6896  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AE6896  Standards:
 AE6896         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AE6896            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AE6896  -------------------------------------------------------------------
 AE6896  NETWORK    0.31   0.55           0.14   0.11   0.28      0.13817056
 AE6896  -------------------------------------------------------------------
 AE6896  Click here for local accuracies and other accuracy information.
 AE6896
 AE6896.The horizontal coordinates were established by GPS observations
 AE6896.and adjusted by the National Geodetic Survey in June 2012.
 AE6896
 AE6896.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AE6896.been affixed to the stable North American tectonic plate. See 
 AE6896.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AE6896
 AE6896.The horizontal coordinates are valid at the epoch date displayed above
 AE6896.which is a decimal equivalence of Year/Month/Day.
 AE6896
 AE6896.The orthometric height was determined by GPS observations and a
 AE6896.high-resolution geoid model using precise GPS observation and
 AE6896.processing techniques.
 AE6896
 AE6896.Significant digits in the geoid height do not necessarily reflect accuracy.
 AE6896.GEOID18 height accuracy estimate available here.
 AE6896
 AE6896.Click photographs - Photos may exist for this station.
 AE6896
 AE6896.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AE6896
 AE6896.The Laplace correction was computed from DEFLEC18 derived deflections.
 AE6896
 AE6896.The ellipsoidal height was determined by GPS observations
 AE6896.and is referenced to NAD 83.
 AE6896
 AE6896. The following values were computed from the NAD 83(2011) position.
 AE6896
 AE6896;                    North         East     Units Scale Factor Converg.
 AE6896;SPC MN S     -   301,996.221   836,583.408   MT  0.99993718   +0 19 27.2
 AE6896;SPC MN S     -   990,799.27  2,744,690.73   sFT  0.99993718   +0 19 27.2
 AE6896;UTM  15      - 4,962,763.896   457,505.504   MT  0.99962220   -0 22 43.8
 AE6896
 AE6896!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AE6896!SPC MN S     -   0.99996066  x   0.99993718  =   0.99989784
 AE6896!UTM  15      -   0.99996066  x   0.99962220  =   0.99958287
 AE6896
 AE6896:                Primary Azimuth Mark                     Grid Az
 AE6896:SPC MN S     -  1009 E                                   003 22 47.5
 AE6896:UTM  15      -  1009 E                                   004 04 58.5
 AE6896
 AE6896_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK5750562763(NAD 83)
 AE6896
 AE6896|---------------------------------------------------------------------|
 AE6896| PID    Reference Object                     Distance      Geod. Az  |
 AE6896|                                                           dddmmss.s |
 AE6896| DO5011 1009 E                              APPROX. 1.1 KM 0034214.7 |
 AE6896|---------------------------------------------------------------------|
 AE6896
 AE6896                          SUPERSEDED SURVEY CONTROL
 AE6896
 AE6896  NAD 83(2007)-  44 49 01.25421(N)    093 32 14.84798(W) AD(2002.00) 1
 AE6896  ELLIP H (02/25/11)  250.956  (m)                       GP(2002.00) 2 1
 AE6896  NAVD 88 (08/01/13)  277.717  (m)          911.14   (f) ADJUSTED    2 1
 AE6896  NAVD 88 (02/25/11)  277.73   (m)  GEOID09  model used  GPS OBS        
 AE6896  NAVD 88 (11/23/99)  277.704  (m)          911.10   (f) SUPERSEDED  2 2
 AE6896
 AE6896.Superseded values are not recommended for survey control.
 AE6896
 AE6896.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE6896.See file dsdata.pdf to determine how the superseded data were derived.
 AE6896
 AE6896_MARKER: DV = VERTICAL CONTROL DISK
 AE6896_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 AE6896_STAMPING: 1009 A 1979
 AE6896_MARK LOGO: MNHD
 AE6896_PROJECTION: RECESSED 5 CENTIMETERS
 AE6896_MAGNETIC: I = MARKER IS A STEEL ROD
 AE6896_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AE6896_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE6896+SATELLITE: SATELLITE OBSERVATIONS - September 04, 2012
 AE6896
 AE6896  HISTORY     - Date     Condition        Report By
 AE6896  HISTORY     - 19790401 MONUMENTED       MNHD
 AE6896  HISTORY     - 20080701 GOOD             MNDT
 AE6896  HISTORY     - 20120723 GOOD             MNDT
 AE6896  HISTORY     - 20120904 GOOD             MNDT
 AE6896
 AE6896                          STATION DESCRIPTION
 AE6896
 AE6896'DESCRIBED BY MN HIGHWAY DEPT 1979 (EGS)
 AE6896'THE MARK IS LOCATED 0.5 MILES NORTH ALONG TRUNK HIGHWAY 101 FROM ITS
 AE6896'JUNCTION WITH TRUNK HIGHWAY 212, WHICH IS 3.4 MILES NORTHEAST ALONG
 AE6896'HIGHWAY 212 FROM ITS JUNCTION WITH TRUNK HIGHWAY 41 IN CHASKA AND IS
 AE6896'IN THE NW 1/4 OF SECTION 36, T116N, R23W.  THE MARK IS 30 FEET EAST OF
 AE6896'THE CENTERLINE OF HIGHWAY 101, 70 FEET NORTH OF THE CENTERLINE OF
 AE6896'LAKOTA LANE, 6 FEET NORTH OF A POWER POLE WITH AN ANCHOR AND 1 FOOT
 AE6896'WEST OF A STEEL WITNESS POST.  THE MARK, A STANDARD MNDT VERTICAL
 AE6896'CONTROL MONUMENT DISK STAMPED---1009 A 1979---, IS FASTENED TO THE TOP
 AE6896'OF 22 FEET OF DRIVEN COPPER-CLAD STEEL ROD (MAGNETIC).  THE MARK IS
 AE6896'FLUSH WITH THE SURFACE OF THE GROUND.
 AE6896
 AE6896                          STATION RECOVERY (2008)
 AE6896
 AE6896'RECOVERY NOTE BY MN DEPT OF TRANSP 2008 (MPP)
 AE6896'THE MARK WAS RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.
 AE6896'THE MARK IS 1.4 MILES NORTH-NORTHWEST OF SHAKOPEE, 0.5 MILE NORTHWEST
 AE6896'ALONG TRUNK HIGHWAY 101 FROM JUNCTION OF TRUNK HIGHWAY 101 AND COUNTY
 AE6896'ROAD 69 IN SHAKOPEE, THEN 0.75 MILE CONTINUED ON COUNTY ROAD 101, THEN
 AE6896'0.07 MILE WEST ON TRUNK HIGHWAY 212, THEN 0.5 MILE NORTH-NORTHEAST ON
 AE6896'TRUNK HIGHWAY 101, 70 FEET NORTH OF LAKOTA LANE, 30 FEET EAST OF TRUNK
 AE6896'HIGHWAY 101, 6 FEET NORTH OF POWER POLE, 1.0 FOOT WEST OF WITNESS
 AE6896'POST.
 AE6896
 AE6896                          STATION RECOVERY (2012)
 AE6896
 AE6896'RECOVERY NOTE BY MN DEPT OF TRANSP 2012 (KMS)
 AE6896'RECOVERED AS DESCRIBED.
 AE6896
 AE6896                          STATION RECOVERY (2012)
 AE6896
 AE6896'RECOVERY NOTE BY MN DEPT OF TRANSP 2012 (SXH)
 AE6896'1.4 MILES NORTH-NORTHWEST OF SHAKOPEE, 0.5 MILE NORTHWEST ALONG TRUNK
 AE6896'HIGHWAY 101 FROM JUNCTION OF TRUNK HIGHWAY 101 AND COUNTY ROAD 69 IN
 AE6896'SHAKOPEE, THEN 0.75 MILE CONTINUED ON COUNTY ROAD 101, THEN 0.07 MILE
 AE6896'WEST ON COUNTY ROAD 61(FLYING CLOUD DRIVE), THEN 0.5 MILE
 AE6896'NORTH-NORTHEAST ON TRUNK HIGHWAY 101, 70.0 FEET NORTH OF LAKOTA LANE,
 AE6896'30.0 FEET EAST OF TRUNK HIGHWAY 101, 6.0 FEET NORTH OF POWER POLE, 1.0
 AE6896'FOOT WEST OF WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 AD8811 ***********************************************************************
 AD8811  DESIGNATION -  1011 A
 AD8811  PID         -  AD8811
 AD8811  STATE/COUNTY-  MN/CARVER
 AD8811  COUNTRY     -  US
 AD8811  USGS QUAD   -  SHAKOPEE (2019)
 AD8811
 AD8811                         *CURRENT SURVEY CONTROL
 AD8811  ______________________________________________________________________
 AD8811* NAD 83(1986) POSITION- 44 48 30.21   (N) 093 32 06.75   (W)   HD_HELD1
 AD8811* NAVD 88 ORTHO HEIGHT -   218.092 (meters)      715.52  (feet) ADJUSTED
 AD8811  ______________________________________________________________________
 AD8811  GEOID HEIGHT    -        -26.807 (meters)                     GEOID18
 AD8811  DYNAMIC HEIGHT  -        218.088 (meters)      715.51  (feet) COMP
 AD8811  MODELED GRAVITY -    980,593.0   (mgal)                       NAVD 88
 AD8811
 AD8811  VERT ORDER      -  SECOND    CLASS I
 AD8811
 AD8811.The horizontal coordinates were determined by differentially corrected
 AD8811.hand held GPS observations or other comparable positioning techniques
 AD8811.and have an estimated accuracy of +/- 3 meters.
 AD8811
 AD8811.The orthometric height was determined by differential leveling and
 AD8811.adjusted by the NATIONAL GEODETIC SURVEY
 AD8811.in August 2013.
 AD8811
 AD8811.Significant digits in the geoid height do not necessarily reflect accuracy.
 AD8811.GEOID18 height accuracy estimate available here.
 AD8811
 AD8811.Click photographs - Photos may exist for this station.
 AD8811
 AD8811.The dynamic height is computed by dividing the NAVD 88
 AD8811.geopotential number by the normal gravity value computed on the
 AD8811.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AD8811.degrees latitude (g = 980.6199 gals.).
 AD8811
 AD8811.The modeled gravity was interpolated from observed gravity values.
 AD8811
 AD8811;                    North         East    Units  Estimated Accuracy
 AD8811;SPC MN S     -   301,039.0     836,766.8     MT  (+/- 3 meters HH1 GPS) 
 AD8811
 AD8811_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK5767761804(NAD 83)
 AD8811
 AD8811                          SUPERSEDED SURVEY CONTROL
 AD8811
 AD8811  NAVD 88 (09/23/97)  218.114  (m)          715.60   (f) SUPERSEDED  2 1
 AD8811
 AD8811.Superseded values are not recommended for survey control.
 AD8811
 AD8811.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AD8811.See file dsdata.pdf to determine how the superseded data were derived.
 AD8811
 AD8811_MARKER: DB = BENCH MARK DISK
 AD8811_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 AD8811_SP_SET: ABUTMENT
 AD8811_STAMPING: 1011 A 1984
 AD8811_MARK LOGO: MNDT
 AD8811_MAGNETIC: N = NO MAGNETIC MATERIAL
 AD8811_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AD8811_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AD8811+SATELLITE: SATELLITE OBSERVATIONS - July 23, 2012
 AD8811
 AD8811  HISTORY     - Date     Condition        Report By
 AD8811  HISTORY     - 1984     MONUMENTED       MNDT
 AD8811  HISTORY     - 20120723 GOOD             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).
 AD8811
 AD8811                          STATION RECOVERY (2012)
 AD8811
 AD8811'RECOVERY NOTE BY MN DEPT OF TRANSP 2012 (KMS)
 AD8811'THE BENCH MARK IS LOCATED ABOUT 10.8 KM (6.7 MI) SOUTH-SOUTHEAST OF
 AD8811'EXCELSIOR, 7.3 KM (4.5 MI) SOUTHWEST OF EDEN PRAIRIE AND 1.3 KM (0.8
 AD8811'MI) NORTH-NORTHWEST OF SHAKOPEE.
 AD8811'
 AD8811'0.3 MI (0.5 KM) NORTH OF SHAKOPEE, 0.50 MI (0.8 KM) NORTHWEST ALONG
 AD8811'COUNTY ROAD 101  FROM THE JUNCTION OF COUNTY ROAD 101 AND COUNTY ROAD
 AD8811'69 IN SHAKOPEE, THEN 0.35 MI (0.6 KM) NORTHWEST ON TRUNK HIGHWAY 101.
 AD8811'
 AD8811'THE BENCH MARK IS 33.0 FT (10.1 M) NORTHEAST OF TRUNK HIGHWAY 101 IN
 AD8811'NORTHEAST CORNER OF TRUNK HIGHWAY 169 BRIDGE NUMBER 10007 OVER
 AD8811'MINNESOTA RIVER OVERFLOW CHANNEL, AT TRUNK HIGHWAY 169 MILE POINT
 AD8811'110.8 AND OUTSIDE OF A CHAIN LINK FENCE.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 AD8812 ***********************************************************************
 AD8812  DESIGNATION -  1011 A 1
 AD8812  PID         -  AD8812
 AD8812  STATE/COUNTY-  MN/CARVER
 AD8812  COUNTRY     -  US
 AD8812  USGS QUAD   -  SHAKOPEE (2019)
 AD8812
 AD8812                         *CURRENT SURVEY CONTROL
 AD8812  ______________________________________________________________________
 AD8812* NAD 83(1986) POSITION- 44 48 27.93   (N) 093 32 03.86   (W)   HD_HELD1
 AD8812* NAVD 88 ORTHO HEIGHT -   217.847 (meters)      714.72  (feet) ADJUSTED
 AD8812  ______________________________________________________________________
 AD8812  GEOID HEIGHT    -        -26.809 (meters)                     GEOID18
 AD8812  DYNAMIC HEIGHT  -        217.843 (meters)      714.71  (feet) COMP
 AD8812  MODELED GRAVITY -    980,592.8   (mgal)                       NAVD 88
 AD8812
 AD8812  VERT ORDER      -  SECOND    CLASS I
 AD8812
 AD8812.The horizontal coordinates were determined by differentially corrected
 AD8812.hand held GPS observations or other comparable positioning techniques
 AD8812.and have an estimated accuracy of +/- 3 meters.
 AD8812
 AD8812.The orthometric height was determined by differential leveling and
 AD8812.adjusted by the NATIONAL GEODETIC SURVEY
 AD8812.in August 2013.
 AD8812
 AD8812.Significant digits in the geoid height do not necessarily reflect accuracy.
 AD8812.GEOID18 height accuracy estimate available here.
 AD8812
 AD8812.Click photographs - Photos may exist for this station.
 AD8812
 AD8812.The dynamic height is computed by dividing the NAVD 88
 AD8812.geopotential number by the normal gravity value computed on the
 AD8812.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AD8812.degrees latitude (g = 980.6199 gals.).
 AD8812
 AD8812.The modeled gravity was interpolated from observed gravity values.
 AD8812
 AD8812;                    North         East    Units  Estimated Accuracy
 AD8812;SPC MN S     -   300,969.0     836,830.7     MT  (+/- 3 meters HH1 GPS) 
 AD8812
 AD8812_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK5774061734(NAD 83)
 AD8812
 AD8812                          SUPERSEDED SURVEY CONTROL
 AD8812
 AD8812  NAVD 88 (09/23/97)  217.851  (m)          714.73   (f) SUPERSEDED  2 1
 AD8812
 AD8812.Superseded values are not recommended for survey control.
 AD8812
 AD8812.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AD8812.See file dsdata.pdf to determine how the superseded data were derived.
 AD8812
 AD8812_MARKER: DB = BENCH MARK DISK
 AD8812_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 AD8812_SP_SET: BRIDGE WALKWAY AND ABUTMENT
 AD8812_STAMPING: 1011 A 1 1984
 AD8812_MARK LOGO: MNHD
 AD8812_MAGNETIC: N = NO MAGNETIC MATERIAL
 AD8812_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AD8812_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AD8812+SATELLITE: SATELLITE OBSERVATIONS - July 23, 2012
 AD8812
 AD8812  HISTORY     - Date     Condition        Report By
 AD8812  HISTORY     - 19840601 MONUMENTED       MNHD
 AD8812  HISTORY     - 20120723 GOOD             MNDT
 AD8812
 AD8812                          STATION DESCRIPTION
 AD8812
 AD8812'DESCRIBED BY MN HIGHWAY DEPT 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).
 AD8812
 AD8812                          STATION RECOVERY (2012)
 AD8812
 AD8812'RECOVERY NOTE BY MN DEPT OF TRANSP 2012 (KMS)
 AD8812'THE BENCH MARK IS LOCATED ABOUT 10.9 KM (6.8 MI) SOUTH-SOUTHEAST OF
 AD8812'EXCELSIOR, 7.3 KM (4.5 MI) SOUTHWEST OF EDEN PRAIRIE AND 1.2 KM (0.7
 AD8812'MI) NORTH-NORTHWEST OF SHAKOPEE.
 AD8812'
 AD8812'0.25 MI NORTH OF SHAKOPEE, 0.5 MI (0.8 KM) NORTHWEST ALONG COUNTY ROAD
 AD8812'101 FROM THE JUNCTION OF COUNTY ROAD 101 AND COUNTY ROAD 69 IN
 AD8812'SHAKOPEE, THEN 0.29 MI (0.5 KM) CONTINUED NORTHWEST ON TRUNK HIGHWAY
 AD8812'101, AT TRUNK HIGHWAY 101 MILE POINT 110.75.
 AD8812'
 AD8812'THE BENCH MARK IS 32.0 FT (9.8 M) NORTHEAST OF TRUNK HIGHWAY 101, IN
 AD8812'SOUTHEAST CORNER OF BRIDGE NUMBER 10007 OVER MINNESOTA RIVER OVERFLOW
 AD8812'CHANNEL AND ON THE PEDESTRIAN WALKWAY INSIDE A CHAIN LINK FENCE.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 AH2346 ***********************************************************************
 AH2346  DESIGNATION -  1012 D
 AH2346  PID         -  AH2346
 AH2346  STATE/COUNTY-  MN/CARVER
 AH2346  COUNTRY     -  US
 AH2346  USGS QUAD   -  PLATO (2019)
 AH2346
 AH2346                         *CURRENT SURVEY CONTROL
 AH2346  ______________________________________________________________________
 AH2346* NAD 83(2011) POSITION- 44 46 04.08615(N) 094 00 03.48063(W)   ADJUSTED
 AH2346* NAD 83(2011) ELLIP HT-   275.703 (meters)        (04/09/20)   ADJUSTED
 AH2346* NAD 83(2011) EPOCH   -  2010.00
 AH2346* NAVD 88 ORTHO HEIGHT -   303.241 (meters)      994.88  (feet) ADJUSTED
 AH2346  ______________________________________________________________________
 AH2346  GEOID HEIGHT    -        -27.537 (meters)                     GEOID18
 AH2346  NAD 83(2011) X  -   -316,491.431 (meters)                     COMP
 AH2346  NAD 83(2011) Y  - -4,524,941.040 (meters)                     COMP
 AH2346  NAD 83(2011) Z  -  4,469,259.405 (meters)                     COMP
 AH2346  LAPLACE CORR    -          2.05  (seconds)                    DEFLEC18
 AH2346  DYNAMIC HEIGHT  -        303.212 (meters)      994.79  (feet) COMP
 AH2346  MODELED GRAVITY -    980,514.1   (mgal)                       NAVD 88
 AH2346
 AH2346  VERT ORDER      -  SECOND    CLASS I
 AH2346
 AH2346  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AH2346  Standards:
 AH2346         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AH2346            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AH2346  -------------------------------------------------------------------
 AH2346  NETWORK    0.76   1.35           0.35   0.25   0.69      0.08595088
 AH2346  -------------------------------------------------------------------
 AH2346  Click here for local accuracies and other accuracy information.
 AH2346
 AH2346.The horizontal coordinates were established by GPS observations
 AH2346.and adjusted by the MN DEPT OF TRANSP in April 2020.
 AH2346
 AH2346.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AH2346.been affixed to the stable North American tectonic plate. See 
 AH2346.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AH2346
 AH2346.The horizontal coordinates are valid at the epoch date displayed above
 AH2346.which is a decimal equivalence of Year/Month/Day.
 AH2346
 AH2346.The orthometric height was determined by differential leveling and
 AH2346.adjusted by the NATIONAL GEODETIC SURVEY
 AH2346.in June 2017.
 AH2346
 AH2346.Significant digits in the geoid height do not necessarily reflect accuracy.
 AH2346.GEOID18 height accuracy estimate available here.
 AH2346
 AH2346.Click photographs - Photos may exist for this station.
 AH2346
 AH2346.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AH2346
 AH2346.The Laplace correction was computed from DEFLEC18 derived deflections.
 AH2346
 AH2346.The ellipsoidal height was determined by GPS observations
 AH2346.and is referenced to NAD 83.
 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. The following values were computed from the NAD 83(2011) position.
 AH2346
 AH2346;                    North         East     Units Scale Factor Converg.
 AH2346;SPC MN S     -   296,424.113   799,923.465   MT  0.99993282   -0 00 02.4
 AH2346;SPC MN S     -   972,518.11  2,624,415.57   sFT  0.99993282   -0 00 02.4
 AH2346;UTM  15      - 4,957,643.926   420,790.472   MT  0.99967715   -0 42 17.8
 AH2346
 AH2346!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH2346!SPC MN S     -   0.99995677  x   0.99993282  =   0.99988960
 AH2346!UTM  15      -   0.99995677  x   0.99967715  =   0.99963394
 AH2346
 AH2346_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK2079057643(NAD 83)
 AH2346
 AH2346                          SUPERSEDED SURVEY CONTROL
 AH2346
 AH2346  NAVD 88 (03/03/00)  303.244  (m)          994.89   (f) SUPERSEDED  2 2
 AH2346
 AH2346.Superseded values are not recommended for survey control.
 AH2346
 AH2346.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH2346.See file dsdata.pdf to determine how the superseded data were derived.
 AH2346
 AH2346_MARKER: DV = VERTICAL CONTROL DISK
 AH2346_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 AH2346_STAMPING: 1012 D 1979
 AH2346_MARK LOGO: MNHD
 AH2346_PROJECTION: RECESSED 5 CENTIMETERS
 AH2346_MAGNETIC: I = MARKER IS A STEEL ROD
 AH2346_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AH2346_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH2346+SATELLITE: SATELLITE OBSERVATIONS - March 12, 2020
 AH2346
 AH2346  HISTORY     - Date     Condition        Report By
 AH2346  HISTORY     - 19790401 MONUMENTED       MNHD
 AH2346  HISTORY     - 20150414 GOOD             MNDT
 AH2346  HISTORY     - 20200312 GOOD             MNDT
 AH2346
 AH2346                          STATION DESCRIPTION
 AH2346
 AH2346'DESCRIBED BY MN HIGHWAY DEPT 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.
 AH2346
 AH2346                          STATION RECOVERY (2015)
 AH2346
 AH2346'RECOVERY NOTE BY MN DEPT OF TRANSP 2015 (KMS)
 AH2346'THE STATION IS LOCATED ABOUT 3.6 MI (5.8 KM) WEST OF NORWOOD, 2.9 MI
 AH2346'(4.7 KM) NORTHWEST OF HAMBURG AND 2.0 MI (3.2 KM) EAST-SOUTHEAST OF
 AH2346'PLATO.
 AH2346'
 AH2346'TO REACH THE MARK GO 1.05 MI (1.69 KM) WEST ALONG TRUNK HIGHWAY 212
 AH2346'FROM THE JUNCTION OF TRUNK HIGHWAYS 5/25 AND 212 (JUNCTION IS 2.5 MI
 AH2346'(4.0 KM) WEST OF NORWOOD YOUNG AMERICA), AT TRUNK HIGHWAY 212 MILE
 AH2346'POINT 127.55.
 AH2346'
 AH2346'THE MARK IS LOCATED 93.0 FT (28.3 M) SOUTH OF EASTBOUND TRUNK HIGHWAY
 AH2346'212, 1.0 FT (0.3 M) NORTH OF A WITNESS POST.
 AH2346
 AH2346                          STATION RECOVERY (2020)
 AH2346
 AH2346'RECOVERY NOTE BY MN DEPT OF TRANSP 2020 (BXG)
 AH2346'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 AH2347 ***********************************************************************
 AH2347  DESIGNATION -  1012 E
 AH2347  PID         -  AH2347
 AH2347  STATE/COUNTY-  MN/CARVER
 AH2347  COUNTRY     -  US
 AH2347  USGS QUAD   -  PLATO (2019)
 AH2347
 AH2347                         *CURRENT SURVEY CONTROL
 AH2347  ______________________________________________________________________
 AH2347* NAD 83(2011) POSITION- 44 46 03.75530(N) 094 00 36.25011(W)   ADJUSTED
 AH2347* NAD 83(2011) ELLIP HT-   278.723 (meters)        (06/27/12)   ADJUSTED
 AH2347* NAD 83(2011) EPOCH   -  2010.00
 AH2347* NAVD 88 ORTHO HEIGHT -   306.270 (meters)     1004.82  (feet) ADJUSTED
 AH2347  ______________________________________________________________________
 AH2347  GEOID HEIGHT    -        -27.545 (meters)                     GEOID18
 AH2347  NAD 83(2011) X  -   -317,210.962 (meters)                     COMP
 AH2347  NAD 83(2011) Y  - -4,524,900.016 (meters)                     COMP
 AH2347  NAD 83(2011) Z  -  4,469,254.280 (meters)                     COMP
 AH2347  LAPLACE CORR    -          2.06  (seconds)                    DEFLEC18
 AH2347  DYNAMIC HEIGHT  -        306.239 (meters)     1004.72  (feet) COMP
 AH2347  MODELED GRAVITY -    980,507.8   (mgal)                       NAVD 88
 AH2347
 AH2347  VERT ORDER      -  SECOND    CLASS I
 AH2347
 AH2347  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AH2347  Standards:
 AH2347         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AH2347            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AH2347  -------------------------------------------------------------------
 AH2347  NETWORK    0.29   0.57           0.13   0.10   0.29      0.03145905
 AH2347  -------------------------------------------------------------------
 AH2347  Click here for local accuracies and other accuracy information.
 AH2347
 AH2347.The horizontal coordinates were established by GPS observations
 AH2347.and adjusted by the National Geodetic Survey in June 2012.
 AH2347
 AH2347.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AH2347.been affixed to the stable North American tectonic plate. See 
 AH2347.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AH2347
 AH2347.The horizontal coordinates are valid at the epoch date displayed above
 AH2347.which is a decimal equivalence of Year/Month/Day.
 AH2347
 AH2347.The orthometric height was determined by differential leveling and
 AH2347.adjusted by the NATIONAL GEODETIC SURVEY
 AH2347.in June 2017.
 AH2347
 AH2347.Significant digits in the geoid height do not necessarily reflect accuracy.
 AH2347.GEOID18 height accuracy estimate available here.
 AH2347
 AH2347.Click photographs - Photos may exist for this station.
 AH2347
 AH2347.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AH2347
 AH2347.The Laplace correction was computed from DEFLEC18 derived deflections.
 AH2347
 AH2347.The ellipsoidal height was determined by GPS observations
 AH2347.and is referenced to NAD 83.
 AH2347
 AH2347.The dynamic height is computed by dividing the NAVD 88
 AH2347.geopotential number by the normal gravity value computed on the
 AH2347.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH2347.degrees latitude (g = 980.6199 gals.).
 AH2347
 AH2347.The modeled gravity was interpolated from observed gravity values.
 AH2347
 AH2347. The following values were computed from the NAD 83(2011) position.
 AH2347
 AH2347;                    North         East     Units Scale Factor Converg.
 AH2347;SPC MN S     -   296,413.950   799,202.906   MT  0.99993281   -0 00 25.4
 AH2347;SPC MN S     -   972,484.77  2,622,051.53   sFT  0.99993281   -0 00 25.4
 AH2347;UTM  15      - 4,957,642.621   420,070.025   MT  0.99967856   -0 42 40.9
 AH2347
 AH2347!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH2347!SPC MN S     -   0.99995630  x   0.99993281  =   0.99988911
 AH2347!UTM  15      -   0.99995630  x   0.99967856  =   0.99963487
 AH2347
 AH2347_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK2007057642(NAD 83)
 AH2347
 AH2347                          SUPERSEDED SURVEY CONTROL
 AH2347
 AH2347  NAD 83(2007)-  44 46 03.75554(N)    094 00 36.25100(W) AD(2002.00) 1
 AH2347  ELLIP H (02/25/11)  278.750  (m)                       GP(2002.00) 2 1
 AH2347  NAVD 88             306.26   (m)         1004.8    (f) LEVELING    3  
 AH2347  NAVD 88 (03/03/00)  306.257  (m)         1004.78   (f) SUPERSEDED  2 2
 AH2347
 AH2347.Superseded values are not recommended for survey control.
 AH2347
 AH2347.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH2347.See file dsdata.pdf to determine how the superseded data were derived.
 AH2347
 AH2347_MARKER: DV = VERTICAL CONTROL DISK
 AH2347_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 AH2347_STAMPING: 1012 E 1979
 AH2347_MARK LOGO: MNHD
 AH2347_PROJECTION: RECESSED 8 CENTIMETERS
 AH2347_MAGNETIC: I = MARKER IS A STEEL ROD
 AH2347_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AH2347_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH2347+SATELLITE: SATELLITE OBSERVATIONS - July 16, 2015
 AH2347
 AH2347  HISTORY     - Date     Condition        Report By
 AH2347  HISTORY     - 19790401 MONUMENTED       MNHD
 AH2347  HISTORY     - 20080609 GOOD             MNDT
 AH2347  HISTORY     - 20150414 GOOD             MNDT
 AH2347  HISTORY     - 20150716 GOOD             MNDT
 AH2347
 AH2347                          STATION DESCRIPTION
 AH2347
 AH2347'DESCRIBED BY MN HIGHWAY DEPT 1979 (EGS)
 AH2347'THE MARK IS LOCATED ABOUT 30 FEET EAST OF THE COUNTY LINE ROAD
 AH2347'(BETWEEN CARVER AND MCLEOD COUNTIES) AT ITS INTERSECTION WITH TRUNK
 AH2347'HIGHWAY 212 AND IS IN THE SW 1/4 OF SECTION 18, T115N, R26W.  THE MARK
 AH2347'IS 1.5 MILES WEST OF THE WEST JUNCTION OF HIGHWAY 212 WITH TRUNK
 AH2347'HIGHWAYS 5 AND 25 (WEST OF THE TOWN OF NORWOOD) AND ABOUT 1.4 MILES
 AH2347'EAST ALONG HIGHWAY 212 FROM ITS JUNCTION WITH MCLEOD COUNTY ROAD 9 AT
 AH2347'PLATO.  THE MARK IS 91 FEET SOUTH OF AND ABOUT 1 FOOT HIGHER THAN THE
 AH2347'EASTBOUND CENTERLINE OF HIGHWAY 212 AT MILEPOINT 127.1, 30 FEET EAST
 AH2347'OF THE COUNTY LINE ROAD, 5 FEET NORTHEAST OF A POWER POLE AND 1 FOOT
 AH2347'NORTH OF A STEEL WITNESS POST.  THE MARK, A STANDARD MNDT VERTICAL
 AH2347'CONTROL MONUMENT DISK STAMPED---1012 E 1979---, IS FASTENED TO THE TOP
 AH2347'OF 8 FEET OF COPPER-CLAD STEEL ROD WITH 4 INCHES OF STEEL SIGN POST
 AH2347'BOLTED TO THE BOTTOM AND SET IN 8 INCHES OF CONCRETE IN A 6 INCH
 AH2347'DIAMETER HOLE.
 AH2347
 AH2347                          STATION RECOVERY (2008)
 AH2347
 AH2347'RECOVERY NOTE BY MN DEPT OF TRANSP 2008 (VWC)
 AH2347'THE MARK WAS RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.
 AH2347'THE MARK IS 1.5 MILES SOUTHEAST OF PLATO, 0.45 MILE SOUTH ON COUNTY
 AH2347'ROAD 9 FROM JUNCTION OF COUNTY ROAD 9 AND 110TH STREET IN PLATO, THEN
 AH2347'1.49 MILES EAST ON TRUNK HIGHWAY 212, THEN 0.03 MILE SOUTH ON ZEBRA
 AH2347'AVENUE, 1.5 MILES WEST OF WEST JUNCTION OF TRUNK HIGHWAY 212/TRUNK
 AH2347'HIGHWAY 5 AND TRUNK HIGHWAY 25, AT TRUNK HIGHWAY 212 MILEPOINT 127.1,
 AH2347'91 FEET SOUTH OF EASTBOUND TRUNK HIGHWAY 212, 30 FEET EAST OF COUNTY
 AH2347'LINE ROAD, 5 FEET NORTHEAST OF POWER POLE WITH WITNESS SIGN, 1.0 FOOT
 AH2347'NORTH OF WITNESS POST.
 AH2347
 AH2347                          STATION RECOVERY (2015)
 AH2347
 AH2347'RECOVERY NOTE BY MN DEPT OF TRANSP 2015 (KMS)
 AH2347'RECOVERED AS DESCRIBED.
 AH2347
 AH2347                          STATION RECOVERY (2015)
 AH2347
 AH2347'RECOVERY NOTE BY MN DEPT OF TRANSP 2015 (DXS)
 AH2347'4.0 MILES WEST OF NORWOOD-YOUNG AMERICA, 1.5 MILES WEST OF WEST
 AH2347'JUNCTION OF TRUNK HIGHWAY 212/TRUNK HIGHWAY 5 AND TRUNK HIGHWAY 25,
 AH2347'JUNCTION IS 2.5 MILES WEST OF NORWOOD-YOUNG AMERICA, AT TRUNK HIGHWAY
 AH2347'212 MILEPOINT 127.1, 91 FEET SOUTH OF EASTBOUND TRUNK HIGHWAY 212, 30
 AH2347'FEET EAST OF ZEBRA AVENUE, 5 FEET NORTHEAST OF POWER POLE WITH WITNESS
 AH2347'SIGN, 1.5 FEET NORTH OF WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DN6784 ***********************************************************************
 DN6784  DESIGNATION -  1012 F
 DN6784  PID         -  DN6784
 DN6784  STATE/COUNTY-  MN/CARVER
 DN6784  COUNTRY     -  US
 DN6784  USGS QUAD   -  NORWOOD (2019)
 DN6784
 DN6784                         *CURRENT SURVEY CONTROL
 DN6784  ______________________________________________________________________
 DN6784* NAD 83(1986) POSITION- 44 46 14.85   (N) 093 57 10.83   (W)   HD_HELD1
 DN6784* NAVD 88 ORTHO HEIGHT -   313.107 (meters)     1027.25  (feet) ADJUSTED
 DN6784  ______________________________________________________________________
 DN6784  GEOID HEIGHT    -        -27.493 (meters)                     GEOID18
 DN6784  DYNAMIC HEIGHT  -        313.077 (meters)     1027.15  (feet) COMP
 DN6784  MODELED GRAVITY -    980,513.6   (mgal)                       NAVD 88
 DN6784
 DN6784  VERT ORDER      -  SECOND    CLASS I
 DN6784
 DN6784.The horizontal coordinates were determined by differentially corrected
 DN6784.hand held GPS observations or other comparable positioning techniques
 DN6784.and have an estimated accuracy of +/- 3 meters.
 DN6784
 DN6784.The orthometric height was determined by differential leveling and
 DN6784.adjusted by the NATIONAL GEODETIC SURVEY
 DN6784.in May 2020.
 DN6784
 DN6784.Significant digits in the geoid height do not necessarily reflect accuracy.
 DN6784.GEOID18 height accuracy estimate available here.
 DN6784
 DN6784.Click photographs - Photos may exist for this station.
 DN6784
 DN6784.The dynamic height is computed by dividing the NAVD 88
 DN6784.geopotential number by the normal gravity value computed on the
 DN6784.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN6784.degrees latitude (g = 980.6199 gals.).
 DN6784
 DN6784.The modeled gravity was interpolated from observed gravity values.
 DN6784
 DN6784;                    North         East    Units  Estimated Accuracy
 DN6784;SPC MN S     -   296,757.4     803,719.6     MT  (+/- 3 meters HH1 GPS) 
 DN6784
 DN6784_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK2458957930(NAD 83)
 DN6784
 DN6784                          SUPERSEDED SURVEY CONTROL
 DN6784
 DN6784  NAVD 88 (08/01/13)  313.122  (m)         1027.30   (f) SUPERSEDED  2 1
 DN6784
 DN6784.Superseded values are not recommended for survey control.
 DN6784
 DN6784.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN6784.See file dsdata.pdf to determine how the superseded data were derived.
 DN6784
 DN6784_MARKER: DV = VERTICAL CONTROL DISK
 DN6784_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DN6784_SP_SET: BRIDGE RAILING
 DN6784_STAMPING: 1012 F 2008
 DN6784_MARK LOGO: MNDT
 DN6784_MAGNETIC: N = NO MAGNETIC MATERIAL
 DN6784_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DN6784_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DN6784+SATELLITE: SATELLITE OBSERVATIONS - April 13, 2015
 DN6784
 DN6784  HISTORY     - Date     Condition        Report By
 DN6784  HISTORY     - 19900401 MONUMENTED       MNDT
 DN6784  HISTORY     - 20080609 GOOD             MNDT
 DN6784  HISTORY     - 20150413 GOOD             MNDT
 DN6784
 DN6784                          STATION DESCRIPTION
 DN6784
 DN6784'DESCRIBED BY MN DEPT OF TRANSP 2008 (MPP)
 DN6784'THE STATION IS LOCATED 1.0 MI (1.6 KM) WEST OF NORWOOD YOUNG AMERICA.
 DN6784'
 DN6784'TO REACH THE MARK IN BRIDGE RAIL IN SOUTHEAST CORNER OF EASTBOUND
 DN6784'TRUNK HIGHWAY 212 BRIDGE NUMBER 9318 OVER RAILROAD TRACKS, 1.15 MI
 DN6784'(1.9 KM) WEST ALONG TRUNK HIGHWAY 212 FROM THE JUNCTION OF TRUNK
 DN6784'HIGHWAY 212 AND TRUNK HIGHWAY 25/TRUNK HIGHWAY 5 IN NORWOOD YOUNG
 DN6784'AMERICA, AT TRUNK HIGHWAY 212 MILE POINT 130.0.
 DN6784'
 DN6784'IT IS 25.0 FT (7.6 M) SOUTHEAST OF EASTBOUND TRUNK HIGHWAY 212, 11.0
 DN6784'FT (3.4 M) SOUTHWEST OF NORTHEAST END OF BRIDGE.  DISK SET IN BRIDGE
 DN6784'WHEN BUILT IN 1998 THEN USED IN 2008.
 DN6784
 DN6784                          STATION RECOVERY (2015)
 DN6784
 DN6784'RECOVERY NOTE BY MN DEPT OF TRANSP 2015 (KMS)
 DN6784'1.0 MI (1.6 KM) WEST OF NORWOOD YOUNG AMERICA, IN BRIDGE RAILING IN
 DN6784'SOUTHEAST CORNER OF EASTBOUND TRUNK HIGHWAY 212 BRIDGE NUMBER 9318
 DN6784'OVER RAILROAD TRACKS, 1.15 MI (1.9 KM) WEST ALONG TRUNK HIGHWAY 212
 DN6784'FROM THE JUNCTION OF TRUNK HIGHWAY 212 AND TRUNK HIGHWAY 25/ TRUNK
 DN6784'HIGHWAY 5 IN NORWOOD YOUNG AMERICA, AT TRUNK HIGHWAY 212 MILE POINT
 DN6784'130.0, 25.0 FT (7.6 M) SOUTHEAST OF EASTBOUND TRUNK HIGHWAY 212, 11.0
 DN6784'FT (3.4 M) SOUTHWEST OF NORTHEAST END OF BRIDGE.  DISK SET IN BRIDGE
 DN6784'WHEN BUILT IN 1990, THEN STAMPED WHEN USED IN 2008.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DN6783 ***********************************************************************
 DN6783  DESIGNATION -  1012 G
 DN6783  PID         -  DN6783
 DN6783  STATE/COUNTY-  MN/CARVER
 DN6783  COUNTRY     -  US
 DN6783  USGS QUAD   -  NORWOOD (2019)
 DN6783
 DN6783                         *CURRENT SURVEY CONTROL
 DN6783  ______________________________________________________________________
 DN6783* NAD 83(1986) POSITION- 44 46 13.88   (N) 093 57 16.23   (W)   HD_HELD1
 DN6783* NAVD 88 ORTHO HEIGHT -   313.029 (meters)     1027.00  (feet) ADJUSTED
 DN6783  ______________________________________________________________________
 DN6783  GEOID HEIGHT    -        -27.495 (meters)                     GEOID18
 DN6783  DYNAMIC HEIGHT  -        312.999 (meters)     1026.90  (feet) COMP
 DN6783  MODELED GRAVITY -    980,513.6   (mgal)                       NAVD 88
 DN6783
 DN6783  VERT ORDER      -  SECOND    CLASS I
 DN6783
 DN6783.The horizontal coordinates were determined by differentially corrected
 DN6783.hand held GPS observations or other comparable positioning techniques
 DN6783.and have an estimated accuracy of +/- 3 meters.
 DN6783
 DN6783.The orthometric height was determined by differential leveling and
 DN6783.adjusted by the NATIONAL GEODETIC SURVEY
 DN6783.in May 2020.
 DN6783
 DN6783.Significant digits in the geoid height do not necessarily reflect accuracy.
 DN6783.GEOID18 height accuracy estimate available here.
 DN6783
 DN6783.Click photographs - Photos may exist for this station.
 DN6783
 DN6783.The dynamic height is computed by dividing the NAVD 88
 DN6783.geopotential number by the normal gravity value computed on the
 DN6783.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN6783.degrees latitude (g = 980.6199 gals.).
 DN6783
 DN6783.The modeled gravity was interpolated from observed gravity values.
 DN6783
 DN6783;                    North         East    Units  Estimated Accuracy
 DN6783;SPC MN S     -   296,727.4     803,600.9     MT  (+/- 3 meters HH1 GPS) 
 DN6783
 DN6783_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK2447057901(NAD 83)
 DN6783
 DN6783                          SUPERSEDED SURVEY CONTROL
 DN6783
 DN6783  NAVD 88 (08/01/13)  313.044  (m)         1027.05   (f) SUPERSEDED  2 1
 DN6783
 DN6783.Superseded values are not recommended for survey control.
 DN6783
 DN6783.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN6783.See file dsdata.pdf to determine how the superseded data were derived.
 DN6783
 DN6783_MARKER: DV = VERTICAL CONTROL DISK
 DN6783_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DN6783_SP_SET: BRIDGE RAILING
 DN6783_STAMPING: 1012 G 2008
 DN6783_MARK LOGO: MNDT
 DN6783_MAGNETIC: N = NO MAGNETIC MATERIAL
 DN6783_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DN6783_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DN6783+SATELLITE: SATELLITE OBSERVATIONS - April 13, 2015
 DN6783
 DN6783  HISTORY     - Date     Condition        Report By
 DN6783  HISTORY     - 19900401 MONUMENTED       MNDT
 DN6783  HISTORY     - 20080609 GOOD             MNDT
 DN6783  HISTORY     - 20150413 GOOD             MNDT
 DN6783
 DN6783                          STATION DESCRIPTION
 DN6783
 DN6783'DESCRIBED BY MN DEPT OF TRANSP 2008 (MPP)
 DN6783'THE STATION IS LOCATED 1.0 MI (1.6 KM) WEST OF NORWOOD YOUNG AMERICA.
 DN6783'
 DN6783'TO REACH THE MARK IN BRIDGE RAIL IN NORTHWEST CORNER OF WESTBOUND
 DN6783'TRUNK HIGHWAY 212 BRIDGE NUMBER 9318 OVER RAILROAD TRACKS, 1.2 MI (1.9
 DN6783'KM) WEST ALONG TRUNK HIGHWAY 212 FROM THE JUNCTION OF TRUNK HIGHWAY
 DN6783'212 AND TRUNK HIGHWAY 25/TRUNK HIGHWAY 5 IN NORWOOD YOUNG AMERICA, AT
 DN6783'TRUNK HIGHWAY 212 MILE POINT 129.90.
 DN6783'
 DN6783'IT IS 25.0 FT (7.6 M) NORTHWEST OF WESTBOUND TRUNK HIGHWAY 212, 4.8 FT
 DN6783'(1.5 M) NORTHEAST OF SOUTHWEST END OF BRIDGE.  DISK SET IN BRIDGE WHEN
 DN6783'BUILT IN 1990 THEN USED IN 2008.
 DN6783
 DN6783                          STATION RECOVERY (2015)
 DN6783
 DN6783'RECOVERY NOTE BY MN DEPT OF TRANSP 2015 (KMS)
 DN6783'1.0 MI (1.6 KM) WEST OF NORWOOD YOUNG AMERICA, IN BRIDGE RAILING IN
 DN6783'NORTHWEST CORNER OF WESTBOUND TRUNK HIGHWAY 212 BRIDGE NUMBER 9318
 DN6783'OVER RAILROAD TRACKS, 1.2 MI (1.9 KM) WEST ALONG TRUNK HIGHWAY 212
 DN6783'FROM THE JUNCTION OF TRUNK HIGHWAY 212 AND TRUNK HIGHWAY 25/ TRUNK
 DN6783'HIGHWAY 5 IN NORWOOD YOUNG AMERICA, AT TRUNK HIGHWAY 212 MILE POINT
 DN6783'129.90, 25.0 FT (7.6 M) NORTHWEST OF WESTBOUND TRUNK HIGHWAY 212, 4.8
 DN6783'FT (1.5 M) NORTHEAST OF SOUTHWEST END OF BRIDGE.  DISK SET IN BRIDGE
 DN6783'WHEN BUILT IN 1990, THEN STAMPED WHEN USED IN 2008.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 PP1860 ***********************************************************************
 PP1860  DESIGNATION -  1013 AA
 PP1860  PID         -  PP1860
 PP1860  STATE/COUNTY-  MN/CARVER
 PP1860  COUNTRY     -  US
 PP1860  USGS QUAD   -  WACONIA (2019)
 PP1860
 PP1860                         *CURRENT SURVEY CONTROL
 PP1860  ______________________________________________________________________
 PP1860* NAD 83(2011) POSITION- 44 46 04.31578(N) 093 50 01.51061(W)   ADJUSTED
 PP1860* NAD 83(2011) ELLIP HT-   268.796 (meters)        (06/27/12)   ADJUSTED
 PP1860* NAD 83(2011) EPOCH   -  2010.00
 PP1860* NAVD 88 ORTHO HEIGHT -   296.052 (meters)      971.30  (feet) ADJUSTED
 PP1860  ______________________________________________________________________
 PP1860  GEOID HEIGHT    -        -27.267 (meters)                     GEOID18
 PP1860  NAD 83(2011) X  -   -303,283.703 (meters)                     COMP
 PP1860  NAD 83(2011) Y  - -4,525,835.554 (meters)                     COMP
 PP1860  NAD 83(2011) Z  -  4,469,259.573 (meters)                     COMP
 PP1860  LAPLACE CORR    -          6.73  (seconds)                    DEFLEC18
 PP1860  DYNAMIC HEIGHT  -        296.030 (meters)      971.23  (feet) COMP
 PP1860  MODELED GRAVITY -    980,536.1   (mgal)                       NAVD 88
 PP1860
 PP1860  VERT ORDER      -  SECOND    CLASS I
 PP1860
 PP1860  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 PP1860  Standards:
 PP1860         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 PP1860            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 PP1860  -------------------------------------------------------------------
 PP1860  NETWORK    0.41   0.78           0.19   0.14   0.40      0.16451981
 PP1860  -------------------------------------------------------------------
 PP1860  Click here for local accuracies and other accuracy information.
 PP1860
 PP1860.The horizontal coordinates were established by GPS observations
 PP1860.and adjusted by the National Geodetic Survey in June 2012.
 PP1860
 PP1860.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 PP1860.been affixed to the stable North American tectonic plate. See 
 PP1860.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 PP1860
 PP1860.The horizontal coordinates are valid at the epoch date displayed above
 PP1860.which is a decimal equivalence of Year/Month/Day.
 PP1860
 PP1860.The orthometric height was determined by differential leveling and
 PP1860.adjusted by the NATIONAL GEODETIC SURVEY
 PP1860.in May 2020.
 PP1860
 PP1860.Significant digits in the geoid height do not necessarily reflect accuracy.
 PP1860.GEOID18 height accuracy estimate available here.
 PP1860
 PP1860.Click photographs - Photos may exist for this station.
 PP1860
 PP1860.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 PP1860
 PP1860.The Laplace correction was computed from DEFLEC18 derived deflections.
 PP1860
 PP1860.The ellipsoidal height was determined by GPS observations
 PP1860.and is referenced to NAD 83.
 PP1860
 PP1860.The dynamic height is computed by dividing the NAVD 88
 PP1860.geopotential number by the normal gravity value computed on the
 PP1860.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP1860.degrees latitude (g = 980.6199 gals.).
 PP1860
 PP1860.The modeled gravity was interpolated from observed gravity values.
 PP1860
 PP1860. The following values were computed from the NAD 83(2011) position.
 PP1860
 PP1860;                    North         East     Units Scale Factor Converg.
 PP1860;SPC MN S     -   296,444.583   813,159.981   MT  0.99993283   +0 06 59.5
 PP1860;SPC MN S     -   972,585.27  2,667,842.37   sFT  0.99993283   +0 06 59.5
 PP1860;UTM  15      - 4,957,501.800   434,022.694   MT  0.99965353   -0 35 13.8
 PP1860
 PP1860!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PP1860!SPC MN S     -   0.99995786  x   0.99993283  =   0.99989069
 PP1860!UTM  15      -   0.99995786  x   0.99965353  =   0.99961140
 PP1860
 PP1860_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK3402257501(NAD 83)
 PP1860
 PP1860                          SUPERSEDED SURVEY CONTROL
 PP1860
 PP1860  NAD 83(2007)-  44 46 04.31598(N)    093 50 01.51139(W) AD(2002.00) 1
 PP1860  ELLIP H (02/25/11)  268.825  (m)                       GP(2002.00) 2 1
 PP1860  NAVD 88             296.06   (m)          971.3    (f) LEVELING    3  
 PP1860  NAVD 88 (10/26/10)  296.072  (m)          971.36   (f) SUPERSEDED  2 1
 PP1860  NAVD 88 (06/15/91)  296.097  (m)          971.44   (f) SUPERSEDED  2 0
 PP1860  NGVD 29 (??/??/92)  296.028  (m)          971.22   (f) ADJ UNCH    2 0
 PP1860
 PP1860.Superseded values are not recommended for survey control.
 PP1860
 PP1860.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PP1860.See file dsdata.pdf to determine how the superseded data were derived.
 PP1860
 PP1860_MARKER: DB = BENCH MARK DISK
 PP1860_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 PP1860_STAMPING: 1013 AA 1970
 PP1860_MARK LOGO: MNHD
 PP1860_PROJECTION: RECESSED 15 CENTIMETERS
 PP1860_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 PP1860_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PP1860_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PP1860+SATELLITE: SATELLITE OBSERVATIONS - May 28, 2008
 PP1860
 PP1860  HISTORY     - Date     Condition        Report By
 PP1860  HISTORY     - 19700401 MONUMENTED       MNHD
 PP1860  HISTORY     - 20040922 GOOD             MNDT
 PP1860  HISTORY     - 20080528 GOOD             MNDT
 PP1860
 PP1860                          STATION DESCRIPTION
 PP1860
 PP1860'DESCRIBED BY MN HIGHWAY DEPT 1970
 PP1860'0.85 MI NE FROM BONGARDS.
 PP1860'MARK IS LOCATED 0.4 MILES NORTH OF THE RAILROAD CROSSING IN BONGARDS
 PP1860'ALONG COUNTY ROAD 51, THENCE, 0.75 MILES EAST ALONG T.H. 212, 0.25
 PP1860'MILES WEST OF COUNTY ROAD 153, ALONG THE SOUTH EDGE OF A TREE LINE, 57
 PP1860'FEET NORTH OF, AND ABOUT LEVEL WITH T.H. 212, 36 FEET WEST OF A 40
 PP1860'INCH BASSWOOD, 7 FEET OF A FIELD ENTRANCE NORTH, 1 FOOT SOUTH OF A
 PP1860'STEEL WITNESS POST, IN A CONCRETE MONUMENT SET FLUSH WITH THE GROUND.
 PP1860'NE 1/4 SECTION 16, T 115N, R 25W.
 PP1860
 PP1860                          STATION RECOVERY (2004)
 PP1860
 PP1860'RECOVERY NOTE BY MN DEPT OF TRANSP 2004 (WAS)
 PP1860'THE MARK WAS RECOVERED IN GOOD CONDITION.   A NEW DESCRIPTION FOLLOWS.
 PP1860'THE MARK IS 0.85 MI (1.4 KM) NORTHEAST OF BONGARDS, 0.75 MI (1.2 KM)
 PP1860'(1.21 KM) EAST OF THE JUNCTION OF COUNTY ROAD 51 AND TRUNK HIGHWAY
 PP1860'212, 0.25 MI (0.4 KM) WEST OF COUNTY ROAD 153, AT SOUTH EDGE OF TREE
 PP1860'LINE.
 PP1860'
 PP1860'IT IS 57 FT (17.4 M) NORTH OF TRUNK HIGHWAY 212, 36 FT (11.0 M) WEST
 PP1860'OF 40 INCH (102 CM) BASSWOOD TREE, 7.0 FT (2.1 M) EAST OF A FIELD
 PP1860'ENTRANCE NORTH, 1.5 FT (0.5 M) NORTHWEST OF A WITNESS POST.
 PP1860
 PP1860                          STATION RECOVERY (2008)
 PP1860
 PP1860'RECOVERY NOTE BY MN DEPT OF TRANSP 2008 (MPP)
 PP1860'THE MARK WAS RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.
 PP1860'THE MARK IS 0.85 MILE NORTHEAST OF BONGARDS, 0.75 MILE EAST ALONG
 PP1860'TRUNK HIGHWAY 212 FROM THE JUNCTION OF COUNTY ROAD 51 AND TRUNK
 PP1860'HIGHWAY 212 AT BONGARDS, AT TRUNK HIGHWAY 212 MILEPOINT 135.95, 0.25
 PP1860'MILE WEST OF COUNTY ROAD 153, AT SOUTH EDGE OF TREE LINE, 57.0 FEET
 PP1860'NORTH OF TRUNK HIGHWAY 212, 36.0 FEET WEST OF 40 INCH BASSWOOD TREE,
 PP1860'7.5 FEET NORTH-NORTHWEST OF WITNESS POST, 7.0 FEET EAST OF FIELD
 PP1860'ENTRANCE NORTH.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DM5794 ***********************************************************************
 DM5794  DESIGNATION -  1013 AB
 DM5794  PID         -  DM5794
 DM5794  STATE/COUNTY-  MN/CARVER
 DM5794  COUNTRY     -  US
 DM5794  USGS QUAD   -  WACONIA (2019)
 DM5794
 DM5794                         *CURRENT SURVEY CONTROL
 DM5794  ______________________________________________________________________
 DM5794* NAD 83(2011) POSITION- 44 46 06.63175(N) 093 47 52.02770(W)   ADJUSTED
 DM5794* NAD 83(2011) ELLIP HT-   263.853 (meters)        (06/27/12)   ADJUSTED
 DM5794* NAD 83(2011) EPOCH   -  2010.00
 DM5794* NAVD 88 ORTHO HEIGHT -   291.011 (meters)      954.76  (feet) ADJUSTED
 DM5794  ______________________________________________________________________
 DM5794  GEOID HEIGHT    -        -27.165 (meters)                     GEOID18
 DM5794  NAD 83(2011) X  -   -300,438.979 (meters)                     COMP
 DM5794  NAD 83(2011) Y  - -4,525,971.309 (meters)                     COMP
 DM5794  NAD 83(2011) Z  -  4,469,306.850 (meters)                     COMP
 DM5794  LAPLACE CORR    -          7.44  (seconds)                    DEFLEC18
 DM5794  DYNAMIC HEIGHT  -        290.993 (meters)      954.70  (feet) COMP
 DM5794  MODELED GRAVITY -    980,545.9   (mgal)                       NAVD 88
 DM5794
 DM5794  VERT ORDER      -  SECOND    CLASS I
 DM5794
 DM5794  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DM5794  Standards:
 DM5794         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DM5794            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DM5794  -------------------------------------------------------------------
 DM5794  NETWORK    0.28   0.55           0.13   0.09   0.28      0.01858025
 DM5794  -------------------------------------------------------------------
 DM5794  Click here for local accuracies and other accuracy information.
 DM5794
 DM5794.The horizontal coordinates were established by GPS observations
 DM5794.and adjusted by the National Geodetic Survey in June 2012.
 DM5794
 DM5794.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DM5794.been affixed to the stable North American tectonic plate. See 
 DM5794.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DM5794
 DM5794.The horizontal coordinates are valid at the epoch date displayed above
 DM5794.which is a decimal equivalence of Year/Month/Day.
 DM5794
 DM5794.The orthometric height was determined by differential leveling and
 DM5794.adjusted by the NATIONAL GEODETIC SURVEY
 DM5794.in May 2020.
 DM5794
 DM5794.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM5794.GEOID18 height accuracy estimate available here.
 DM5794
 DM5794.Click photographs - Photos may exist for this station.
 DM5794
 DM5794.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DM5794
 DM5794.The Laplace correction was computed from DEFLEC18 derived deflections.
 DM5794
 DM5794.The ellipsoidal height was determined by GPS observations
 DM5794.and is referenced to NAD 83.
 DM5794
 DM5794.The dynamic height is computed by dividing the NAVD 88
 DM5794.geopotential number by the normal gravity value computed on the
 DM5794.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM5794.degrees latitude (g = 980.6199 gals.).
 DM5794
 DM5794.The modeled gravity was interpolated from observed gravity values.
 DM5794
 DM5794. The following values were computed from the NAD 83(2011) position.
 DM5794
 DM5794;                    North         East     Units Scale Factor Converg.
 DM5794;SPC MN S     -   296,522.486   816,006.955   MT  0.99993288   +0 08 30.3
 DM5794;SPC MN S     -   972,840.86  2,677,182.82   sFT  0.99993288   +0 08 30.3
 DM5794;UTM  15      - 4,957,544.722   436,869.608   MT  0.99964901   -0 33 42.7
 DM5794
 DM5794!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DM5794!SPC MN S     -   0.99995863  x   0.99993288  =   0.99989151
 DM5794!UTM  15      -   0.99995863  x   0.99964901  =   0.99960766
 DM5794
 DM5794_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK3686957544(NAD 83)
 DM5794
 DM5794                          SUPERSEDED SURVEY CONTROL
 DM5794
 DM5794  NAD 83(2007)-  44 46 06.63195(N)    093 47 52.02848(W) AD(2002.00) 1
 DM5794  ELLIP H (02/25/11)  263.882  (m)                       GP(2002.00) 2 1
 DM5794  NAVD 88 (08/01/13)  291.027  (m)          954.81   (f) SUPERSEDED  2 1
 DM5794  NAVD 88             291.02   (m)          954.8    (f) LEVELING    3  
 DM5794
 DM5794.Superseded values are not recommended for survey control.
 DM5794
 DM5794.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DM5794.See file dsdata.pdf to determine how the superseded data were derived.
 DM5794
 DM5794_MARKER: DB = BENCH MARK DISK
 DM5794_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 DM5794_STAMPING: 1013 AB 1975
 DM5794_MARK LOGO: MNHD
 DM5794_PROJECTION: FLUSH
 DM5794_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DM5794_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DM5794_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DM5794+SATELLITE: SATELLITE OBSERVATIONS - April 08, 2020
 DM5794
 DM5794  HISTORY     - Date     Condition        Report By
 DM5794  HISTORY     - 19750401 MONUMENTED       MNHD
 DM5794  HISTORY     - 20080528 GOOD             MNDT
 DM5794  HISTORY     - 20171207 GOOD             MNDT
 DM5794  HISTORY     - 20180409 GOOD             MNDT
 DM5794  HISTORY     - 20200408 GOOD             MNDT
 DM5794
 DM5794                          STATION DESCRIPTION
 DM5794
 DM5794'DESCRIBED BY MN DEPT OF TRANSP 2008 (MPP)
 DM5794'THE MARK WAS RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.
 DM5794'THE MARK IS 1.0 MILE WEST OF COLOGNE, 0.85 MILE WEST ON TRUNK HIGHWAY
 DM5794'212 FROM JUNCTION OF TRUNK HIGHWAY 284 AND TRUNK HIGHWAY 212 IN
 DM5794'COLOGNE, AT TRUNK HIGHWAY 12 MILEPOINT 137.70, 322.0 FEET EAST OF
 DM5794'JUNCTION OLD TRUNK HIGHWAY 212 (COUNTY ROAD 36) AND TRUNK HIGHWAY 212,
 DM5794'127.0 FEET SOUTH OF EASTBOUND TRUNK HIGHWAY 212, 1.0 FOOT NORTH OF
 DM5794'WITNESS POST.
 DM5794
 DM5794                          STATION RECOVERY (2017)
 DM5794
 DM5794'RECOVERY NOTE BY MN DEPT OF TRANSP 2017 (MDM)
 DM5794'RECOVERED AS DESCRIBED.
 DM5794
 DM5794                          STATION RECOVERY (2018)
 DM5794
 DM5794'RECOVERY NOTE BY MN DEPT OF TRANSP 2018 (KXS)
 DM5794'RECOVERED AS DESCRIBED.
 DM5794
 DM5794                          STATION RECOVERY (2020)
 DM5794
 DM5794'RECOVERY NOTE BY MN DEPT OF TRANSP 2020 (TJD)
 DM5794'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DN6789 ***********************************************************************
 DN6789  DESIGNATION -  1013 AC
 DN6789  PID         -  DN6789
 DN6789  STATE/COUNTY-  MN/CARVER
 DN6789  COUNTRY     -  US
 DN6789  USGS QUAD   -  WACONIA (2019)
 DN6789
 DN6789                         *CURRENT SURVEY CONTROL
 DN6789  ______________________________________________________________________
 DN6789* NAD 83(1986) POSITION- 44 46 02.78   (N) 093 47 23.03   (W)   HD_HELD1
 DN6789* NAVD 88 ORTHO HEIGHT -   299.966 (meters)      984.14  (feet) ADJUSTED
 DN6789  ______________________________________________________________________
 DN6789  GEOID HEIGHT    -        -27.142 (meters)                     GEOID18
 DN6789  DYNAMIC HEIGHT  -        299.948 (meters)      984.08  (feet) COMP
 DN6789  MODELED GRAVITY -    980,548.1   (mgal)                       NAVD 88
 DN6789
 DN6789  VERT ORDER      -  SECOND    CLASS I
 DN6789
 DN6789.The horizontal coordinates were determined by differentially corrected
 DN6789.hand held GPS observations or other comparable positioning techniques
 DN6789.and have an estimated accuracy of +/- 3 meters.
 DN6789
 DN6789.The orthometric height was determined by differential leveling and
 DN6789.adjusted by the NATIONAL GEODETIC SURVEY
 DN6789.in May 2020.
 DN6789
 DN6789.Significant digits in the geoid height do not necessarily reflect accuracy.
 DN6789.GEOID18 height accuracy estimate available here.
 DN6789
 DN6789.Click photographs - Photos may exist for this station.
 DN6789
 DN6789.The dynamic height is computed by dividing the NAVD 88
 DN6789.geopotential number by the normal gravity value computed on the
 DN6789.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN6789.degrees latitude (g = 980.6199 gals.).
 DN6789
 DN6789.The modeled gravity was interpolated from observed gravity values.
 DN6789
 DN6789;                    North         East    Units  Estimated Accuracy
 DN6789;SPC MN S     -   296,405.2     816,644.9     MT  (+/- 3 meters HH1 GPS) 
 DN6789
 DN6789_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK3750557419(NAD 83)
 DN6789
 DN6789                          SUPERSEDED SURVEY CONTROL
 DN6789
 DN6789  NAVD 88 (08/01/13)  299.982  (m)          984.19   (f) SUPERSEDED  2 1
 DN6789
 DN6789.Superseded values are not recommended for survey control.
 DN6789
 DN6789.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN6789.See file dsdata.pdf to determine how the superseded data were derived.
 DN6789
 DN6789_MARKER: DB = BENCH MARK DISK
 DN6789_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DN6789_SP_SET: BRIDGE ABUTMENT
 DN6789_STAMPING: 1013 AC 1975
 DN6789_MARK LOGO: MNHD
 DN6789_MAGNETIC: N = NO MAGNETIC MATERIAL
 DN6789_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DN6789_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DN6789+SATELLITE: SATELLITE OBSERVATIONS - May 28, 2008
 DN6789
 DN6789  HISTORY     - Date     Condition        Report By
 DN6789  HISTORY     - 19750401 MONUMENTED       MNHD
 DN6789  HISTORY     - 20080528 GOOD             MNDT
 DN6789
 DN6789                          STATION DESCRIPTION
 DN6789
 DN6789'DESCRIBED BY MN DEPT OF TRANSP 2008 (MPP)
 DN6789'THE STATION LOCATED IS 0.5 MI (0.8 KM) WEST OF COLOGNE.
 DN6789'
 DN6789'TO REACH THE MARK GO 0.5 MI (0.8 KM) WEST ON TRUNK HIGHWAY 212 FROM
 DN6789'THE JUNCTION OF TRUNK HIGHWAY 284 AND TRUNK HIGHWAY 212 AT TRUNK
 DN6789'HIGHWAY 212 MILE POINT 138.2.
 DN6789'
 DN6789'IT IS IN NORTHEAST CORNER OF EASTBOUND TRUNK HIGHWAY 212 BRIDGE NUMBER
 DN6789'10022 OVER RAILROAD AND OLD TRUNK HIGHWAY 212.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DK3418 ***********************************************************************
 DK3418  DESIGNATION -  1013 AD
 DK3418  PID         -  DK3418
 DK3418  STATE/COUNTY-  MN/CARVER
 DK3418  COUNTRY     -  US
 DK3418  USGS QUAD   -  WACONIA (2019)
 DK3418
 DK3418                         *CURRENT SURVEY CONTROL
 DK3418  ______________________________________________________________________
 DK3418* NAD 83(2011) POSITION- 44 45 53.82528(N) 093 46 49.12928(W)   ADJUSTED
 DK3418* NAD 83(2011) ELLIP HT-   264.319 (meters)        (06/27/12)   ADJUSTED
 DK3418* NAD 83(2011) EPOCH   -  2010.00
 DK3418* NAVD 88 ORTHO HEIGHT -   291.429 (meters)      956.13  (feet) ADJUSTED
 DK3418  ______________________________________________________________________
 DK3418  GEOID HEIGHT    -        -27.114 (meters)                     GEOID18
 DK3418  NAD 83(2011) X  -   -299,077.192 (meters)                     COMP
 DK3418  NAD 83(2011) Y  - -4,526,340.843 (meters)                     COMP
 DK3418  NAD 83(2011) Z  -  4,469,026.499 (meters)                     COMP
 DK3418  LAPLACE CORR    -          7.75  (seconds)                    DEFLEC18
 DK3418  DYNAMIC HEIGHT  -        291.412 (meters)      956.07  (feet) COMP
 DK3418  MODELED GRAVITY -    980,551.2   (mgal)                       NAVD 88
 DK3418
 DK3418  VERT ORDER      -  SECOND    CLASS I
 DK3418
 DK3418  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DK3418  Standards:
 DK3418         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DK3418            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DK3418  -------------------------------------------------------------------
 DK3418  NETWORK    0.28   0.51           0.13   0.09   0.26      0.00978065
 DK3418  -------------------------------------------------------------------
 DK3418  Click here for local accuracies and other accuracy information.
 DK3418
 DK3418.The horizontal coordinates were established by GPS observations
 DK3418.and adjusted by the National Geodetic Survey in June 2012.
 DK3418
 DK3418.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DK3418.been affixed to the stable North American tectonic plate. See 
 DK3418.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DK3418
 DK3418.The horizontal coordinates are valid at the epoch date displayed above
 DK3418.which is a decimal equivalence of Year/Month/Day.
 DK3418
 DK3418.The orthometric height was determined by differential leveling and
 DK3418.adjusted by the NATIONAL GEODETIC SURVEY
 DK3418.in May 2020.
 DK3418
 DK3418.Significant digits in the geoid height do not necessarily reflect accuracy.
 DK3418.GEOID18 height accuracy estimate available here.
 DK3418
 DK3418.Click photographs - Photos may exist for this station.
 DK3418
 DK3418.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DK3418
 DK3418.The Laplace correction was computed from DEFLEC18 derived deflections.
 DK3418
 DK3418.The ellipsoidal height was determined by GPS observations
 DK3418.and is referenced to NAD 83.
 DK3418
 DK3418.The dynamic height is computed by dividing the NAVD 88
 DK3418.geopotential number by the normal gravity value computed on the
 DK3418.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK3418.degrees latitude (g = 980.6199 gals.).
 DK3418
 DK3418.The modeled gravity was interpolated from observed gravity values.
 DK3418
 DK3418. The following values were computed from the NAD 83(2011) position.
 DK3418
 DK3418;                    North         East     Units Scale Factor Converg.
 DK3418;SPC MN S     -   296,130.764   817,391.051   MT  0.99993259   +0 09 14.3
 DK3418;SPC MN S     -   971,555.68  2,681,723.81   sFT  0.99993259   +0 09 14.3
 DK3418;UTM  15      - 4,957,136.152   438,248.397   MT  0.99964689   -0 32 58.3
 DK3418
 DK3418!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DK3418!SPC MN S     -   0.99995856  x   0.99993259  =   0.99989115
 DK3418!UTM  15      -   0.99995856  x   0.99964689  =   0.99960546
 DK3418
 DK3418:                Primary Azimuth Mark                     Grid Az
 DK3418:SPC MN S     -  1013 AE                                  064 22 01.5
 DK3418:UTM  15      -  1013 AE                                  065 04 14.1
 DK3418
 DK3418_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK3824857136(NAD 83)
 DK3418
 DK3418|---------------------------------------------------------------------|
 DK3418| PID    Reference Object                     Distance      Geod. Az  |
 DK3418|                                                           dddmmss.s |
 DK3418| DK3419 1013 AE                             APPROX. 0.8 KM 0643115.8 |
 DK3418| PP1864 H 124                               APPROX. 0.5 KM 3554217.1 |
 DK3418|---------------------------------------------------------------------|
 DK3418
 DK3418                          SUPERSEDED SURVEY CONTROL
 DK3418
 DK3418  NAD 83(2007)-  44 45 53.82549(N)    093 46 49.13008(W) AD(2002.00) 1
 DK3418  ELLIP H (03/13/09)  264.348  (m)                       GP(2002.00) 3 1
 DK3418  NAD 83(1996)-  44 45 53.82497(N)    093 46 49.12957(W) AD(       ) 1
 DK3418  ELLIP H (01/10/08)  264.400  (m)                       GP(       ) 3 1
 DK3418  NAVD 88 (08/01/13)  291.443  (m)          956.18   (f) SUPERSEDED  2 1
 DK3418  NAVD 88             291.43   (m)          956.1    (f) LEVELING    3  
 DK3418
 DK3418.Superseded values are not recommended for survey control.
 DK3418
 DK3418.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK3418.See file dsdata.pdf to determine how the superseded data were derived.
 DK3418
 DK3418_MARKER: DB = BENCH MARK DISK
 DK3418_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 DK3418_STAMPING: 1013 AD 1975
 DK3418_MARK LOGO: MNHD
 DK3418_PROJECTION: RECESSED 5 CENTIMETERS
 DK3418_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DK3418_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DK3418_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DK3418+SATELLITE: SATELLITE OBSERVATIONS - April 09, 2018
 DK3418
 DK3418  HISTORY     - Date     Condition        Report By
 DK3418  HISTORY     - 19750401 MONUMENTED       MNHD
 DK3418  HISTORY     - 20080528 GOOD             MNDT
 DK3418  HISTORY     - 20110823 GOOD             MNDT
 DK3418  HISTORY     - 20171009 GOOD             MNDT
 DK3418  HISTORY     - 20180409 GOOD             MNDT
 DK3418
 DK3418                          STATION DESCRIPTION
 DK3418
 DK3418'DESCRIBED BY MN HIGHWAY DEPT 1975
 DK3418'IN COLOGNE, AT JUNCTION OF TRUNK HIGHWAY 284 AND TRUNK HIGHWAY 212, AT
 DK3418'TRUNK HIGHWAY 212 MILEPOINT 138.70, 231 FEET EAST OF COUNTY ROAD 53,
 DK3418'97 FEET SOUTH OF EASTBOUND TRUNK HIGHWAY 212, 1.0 FEET NORTH OF
 DK3418'WITNESS POST.
 DK3418
 DK3418                          STATION RECOVERY (2008)
 DK3418
 DK3418'RECOVERY NOTE BY MN DEPT OF TRANSP 2008 (MPP)
 DK3418'THE MARK WAS RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.
 DK3418'THE MARK IS IN COLOGNE, AT JUNCTION OF TRUNK HIGHWAY 284 AND TRUNK
 DK3418'HIGHWAY 212, AT TRUNK HIGHWAY 212 MILEPOINT 138.70, 231.0 FEET EAST OF
 DK3418'COUNTY ROAD 53, 97.0 FEET SOUTH OF EASTBOUND TRUNK HIGHWAY 212, 1.0
 DK3418'FOOT NORTH OF WITNESS POST.
 DK3418
 DK3418                          STATION RECOVERY (2011)
 DK3418
 DK3418'RECOVERY NOTE BY MN DEPT OF TRANSP 2011 (AKJ)
 DK3418'RECOVERED IN GOOD CONDITION.
 DK3418
 DK3418                          STATION RECOVERY (2017)
 DK3418
 DK3418'RECOVERY NOTE BY MN DEPT OF TRANSP 2017 (MPP)
 DK3418'RECOVERED AS DESCRIBED.
 DK3418
 DK3418                          STATION RECOVERY (2018)
 DK3418
 DK3418'RECOVERY NOTE BY MN DEPT OF TRANSP 2018 (KXJ)
 DK3418'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DK3419 ***********************************************************************
 DK3419  DESIGNATION -  1013 AE
 DK3419  PID         -  DK3419
 DK3419  STATE/COUNTY-  MN/CARVER
 DK3419  COUNTRY     -  US
 DK3419  USGS QUAD   -  WACONIA (2019)
 DK3419
 DK3419                         *CURRENT SURVEY CONTROL
 DK3419  ______________________________________________________________________
 DK3419* NAD 83(2011) POSITION- 44 46 04.46760(N) 093 46 17.77551(W)   ADJUSTED
 DK3419* NAD 83(2011) ELLIP HT-   264.320 (meters)        (06/27/12)   ADJUSTED
 DK3419* NAD 83(2011) EPOCH   -  2010.00
 DK3419* NAVD 88 ORTHO HEIGHT -   291.399 (meters)      956.03  (feet) ADJUSTED
 DK3419  ______________________________________________________________________
 DK3419  GEOID HEIGHT    -        -27.085 (meters)                     GEOID18
 DK3419  NAD 83(2011) X  -   -298,373.933 (meters)                     COMP
 DK3419  NAD 83(2011) Y  - -4,526,155.399 (meters)                     COMP
 DK3419  NAD 83(2011) Z  -  4,469,259.749 (meters)                     COMP
 DK3419  LAPLACE CORR    -          7.76  (seconds)                    DEFLEC18
 DK3419  DYNAMIC HEIGHT  -        291.384 (meters)      955.98  (feet) COMP
 DK3419  MODELED GRAVITY -    980,555.7   (mgal)                       NAVD 88
 DK3419
 DK3419  VERT ORDER      -  SECOND    CLASS I
 DK3419
 DK3419  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DK3419  Standards:
 DK3419         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DK3419            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DK3419  -------------------------------------------------------------------
 DK3419  NETWORK    0.24   0.47           0.11   0.08   0.24      0.01938492
 DK3419  -------------------------------------------------------------------
 DK3419  Click here for local accuracies and other accuracy information.
 DK3419
 DK3419.The horizontal coordinates were established by GPS observations
 DK3419.and adjusted by the National Geodetic Survey in June 2012.
 DK3419
 DK3419.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DK3419.been affixed to the stable North American tectonic plate. See 
 DK3419.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DK3419
 DK3419.The horizontal coordinates are valid at the epoch date displayed above
 DK3419.which is a decimal equivalence of Year/Month/Day.
 DK3419
 DK3419.The orthometric height was determined by differential leveling and
 DK3419.adjusted by the NATIONAL GEODETIC SURVEY
 DK3419.in May 2020.
 DK3419
 DK3419.Significant digits in the geoid height do not necessarily reflect accuracy.
 DK3419.GEOID18 height accuracy estimate available here.
 DK3419
 DK3419.Click photographs - Photos may exist for this station.
 DK3419
 DK3419.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DK3419
 DK3419.The Laplace correction was computed from DEFLEC18 derived deflections.
 DK3419
 DK3419.The ellipsoidal height was determined by GPS observations
 DK3419.and is referenced to NAD 83.
 DK3419
 DK3419.The dynamic height is computed by dividing the NAVD 88
 DK3419.geopotential number by the normal gravity value computed on the
 DK3419.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK3419.degrees latitude (g = 980.6199 gals.).
 DK3419
 DK3419.The modeled gravity was interpolated from observed gravity values.
 DK3419
 DK3419. The following values were computed from the NAD 83(2011) position.
 DK3419
 DK3419;                    North         East     Units Scale Factor Converg.
 DK3419;SPC MN S     -   296,461.145   818,079.593   MT  0.99993283   +0 09 36.3
 DK3419;SPC MN S     -   972,639.61  2,683,982.80   sFT  0.99993283   +0 09 36.3
 DK3419;UTM  15      - 4,957,457.961   438,940.745   MT  0.99964584   -0 32 36.3
 DK3419
 DK3419!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DK3419!SPC MN S     -   0.99995856  x   0.99993283  =   0.99989139
 DK3419!UTM  15      -   0.99995856  x   0.99964584  =   0.99960441
 DK3419
 DK3419:                Primary Azimuth Mark                     Grid Az
 DK3419:SPC MN S     -  1013 AF                                  055 43 16.0
 DK3419:UTM  15      -  1013 AF                                  056 25 28.6
 DK3419
 DK3419_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK3894057457(NAD 83)
 DK3419
 DK3419|---------------------------------------------------------------------|
 DK3419| PID    Reference Object                     Distance      Geod. Az  |
 DK3419|                                                           dddmmss.s |
 DK3419| DM5795 1013 AF                             APPROX. 1.0 KM 0555252.3 |
 DK3419| DK3418 1013 AD                             APPROX. 0.8 KM 2443137.9 |
 DK3419|---------------------------------------------------------------------|
 DK3419
 DK3419                          SUPERSEDED SURVEY CONTROL
 DK3419
 DK3419  NAD 83(2007)-  44 46 04.46782(N)    093 46 17.77640(W) AD(2002.00) 1
 DK3419  ELLIP H (03/13/09)  264.349  (m)                       GP(2002.00) 3 1
 DK3419  NAD 83(1996)-  44 46 04.46730(N)    093 46 17.77590(W) AD(       ) 1
 DK3419  ELLIP H (01/10/08)  264.402  (m)                       GP(       ) 3 1
 DK3419  NAVD 88 (08/01/13)  291.414  (m)          956.08   (f) SUPERSEDED  2 1
 DK3419  NAVD 88             291.41   (m)          956.1    (f) LEVELING    3  
 DK3419
 DK3419.Superseded values are not recommended for survey control.
 DK3419
 DK3419.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK3419.See file dsdata.pdf to determine how the superseded data were derived.
 DK3419
 DK3419_MARKER: DB = BENCH MARK DISK
 DK3419_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 DK3419_STAMPING: 1013 AE 1975
 DK3419_MARK LOGO: MNHD
 DK3419_PROJECTION: RECESSED 5 CENTIMETERS
 DK3419_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DK3419_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DK3419_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DK3419+SATELLITE: SATELLITE OBSERVATIONS - April 09, 2018
 DK3419
 DK3419  HISTORY     - Date     Condition        Report By
 DK3419  HISTORY     - 19750401 MONUMENTED       MNHD
 DK3419  HISTORY     - 20080528 GOOD             MNDT
 DK3419  HISTORY     - 20171009 GOOD             MNDT
 DK3419  HISTORY     - 20180409 GOOD             MNDT
 DK3419
 DK3419                          STATION DESCRIPTION
 DK3419
 DK3419'DESCRIBED BY MN HIGHWAY DEPT 1975
 DK3419'0.5 MILES EAST OF COLOGNE, 0.5 MILES EAST OF JUNCTION OF TRUNK HIGHWAY
 DK3419'212 AND TRUNK HIGHWAY 284, AT TRUNK HIGHWAY 212 MILEPOINT 139.15, 88
 DK3419'FEET SOUTH OF EASTBOUND TRUNK HIGHWAY 212, 3.8 FEET SOUTHEAST OF
 DK3419'WITNESS POST.
 DK3419
 DK3419                          STATION RECOVERY (2008)
 DK3419
 DK3419'RECOVERY NOTE BY MN DEPT OF TRANSP 2008 (MPP)
 DK3419'THE MARK WAS RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.
 DK3419'THE MARK IS 0.5 MILE EAST OF COLOGNE, 0.5 MILE EAST ON TRUNK HIGHWAY
 DK3419'212 FROM JUNCTION OF TRUNK HIGHWAY 212 AND TRUNK HIGHWAY 284 IN
 DK3419'COLOGNE, AT TRUNK HIGHWAY 212 MILEPOINT 139.15, 88.0 FEET SOUTH OF
 DK3419'EASTBOUND TRUNK HIGHWAY 212, 3.8 FEET SOUTHEAST OF WITNESS POST.
 DK3419
 DK3419                          STATION RECOVERY (2017)
 DK3419
 DK3419'RECOVERY NOTE BY MN DEPT OF TRANSP 2017 (MPP)
 DK3419'RECOVERED AS DESCRIBED.
 DK3419
 DK3419                          STATION RECOVERY (2018)
 DK3419
 DK3419'RECOVERY NOTE BY MN DEPT OF TRANSP 2018 (KXJ)
 DK3419'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DM5795 ***********************************************************************
 DM5795  DESIGNATION -  1013 AF
 DM5795  PID         -  DM5795
 DM5795  STATE/COUNTY-  MN/CARVER
 DM5795  COUNTRY     -  US
 DM5795  USGS QUAD   -  WACONIA (2019)
 DM5795
 DM5795                         *CURRENT SURVEY CONTROL
 DM5795  ______________________________________________________________________
 DM5795* NAD 83(2011) POSITION- 44 46 23.28292(N) 093 45 38.78530(W)   ADJUSTED
 DM5795* NAD 83(2011) ELLIP HT-   256.702 (meters)        (06/27/12)   ADJUSTED
 DM5795* NAD 83(2011) EPOCH   -  2010.00
 DM5795* NAVD 88 ORTHO HEIGHT -   283.748 (meters)      930.93  (feet) ADJUSTED
 DM5795  ______________________________________________________________________
 DM5795  GEOID HEIGHT    -        -27.050 (meters)                     GEOID18
 DM5795  NAD 83(2011) X  -   -297,491.164 (meters)                     COMP
 DM5795  NAD 83(2011) Y  - -4,525,798.144 (meters)                     COMP
 DM5795  NAD 83(2011) Z  -  4,469,666.733 (meters)                     COMP
 DM5795  LAPLACE CORR    -          7.65  (seconds)                    DEFLEC18
 DM5795  DYNAMIC HEIGHT  -        283.735 (meters)      930.89  (feet) COMP
 DM5795  MODELED GRAVITY -    980,562.3   (mgal)                       NAVD 88
 DM5795
 DM5795  VERT ORDER      -  SECOND    CLASS I
 DM5795
 DM5795  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DM5795  Standards:
 DM5795         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DM5795            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DM5795  -------------------------------------------------------------------
 DM5795  NETWORK    0.26   0.51           0.12   0.09   0.26      0.01694600
 DM5795  -------------------------------------------------------------------
 DM5795  Click here for local accuracies and other accuracy information.
 DM5795
 DM5795.The horizontal coordinates were established by GPS observations
 DM5795.and adjusted by the National Geodetic Survey in June 2012.
 DM5795
 DM5795.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DM5795.been affixed to the stable North American tectonic plate. See 
 DM5795.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DM5795
 DM5795.The horizontal coordinates are valid at the epoch date displayed above
 DM5795.which is a decimal equivalence of Year/Month/Day.
 DM5795
 DM5795.The orthometric height was determined by differential leveling and
 DM5795.adjusted by the NATIONAL GEODETIC SURVEY
 DM5795.in May 2020.
 DM5795
 DM5795.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM5795.GEOID18 height accuracy estimate available here.
 DM5795
 DM5795.Click photographs - Photos may exist for this station.
 DM5795
 DM5795.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DM5795
 DM5795.The Laplace correction was computed from DEFLEC18 derived deflections.
 DM5795
 DM5795.The ellipsoidal height was determined by GPS observations
 DM5795.and is referenced to NAD 83.
 DM5795
 DM5795.The dynamic height is computed by dividing the NAVD 88
 DM5795.geopotential number by the normal gravity value computed on the
 DM5795.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM5795.degrees latitude (g = 980.6199 gals.).
 DM5795
 DM5795.The modeled gravity was interpolated from observed gravity values.
 DM5795
 DM5795. The following values were computed from the NAD 83(2011) position.
 DM5795
 DM5795;                    North         East     Units Scale Factor Converg.
 DM5795;SPC MN S     -   297,044.360   818,935.232   MT  0.99993326   +0 10 03.6
 DM5795;SPC MN S     -   974,553.04  2,686,790.01   sFT  0.99993326   +0 10 03.6
 DM5795;UTM  15      - 4,958,030.462   439,803.233   MT  0.99964456   -0 32 09.0
 DM5795
 DM5795!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DM5795!SPC MN S     -   0.99995975  x   0.99993326  =   0.99989302
 DM5795!UTM  15      -   0.99995975  x   0.99964456  =   0.99960433
 DM5795
 DM5795:                Primary Azimuth Mark                     Grid Az
 DM5795:SPC MN S     -  1013 AE                                  235 43 16.2
 DM5795:UTM  15      -  1013 AE                                  236 25 28.8
 DM5795
 DM5795_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK3980358030(NAD 83)
 DM5795
 DM5795|---------------------------------------------------------------------|
 DM5795| PID    Reference Object                     Distance      Geod. Az  |
 DM5795|                                                           dddmmss.s |
 DM5795| DK3419 1013 AE                             APPROX. 1.0 KM 2355319.8 |
 DM5795|---------------------------------------------------------------------|
 DM5795
 DM5795                          SUPERSEDED SURVEY CONTROL
 DM5795
 DM5795  NAD 83(2007)-  44 46 23.28313(N)    093 45 38.78613(W) AD(2002.00) 1
 DM5795  ELLIP H (02/25/11)  256.731  (m)                       GP(2002.00) 2 1
 DM5795  NAVD 88 (08/01/13)  283.756  (m)          930.96   (f) SUPERSEDED  2 1
 DM5795  NAVD 88             283.75   (m)          930.9    (f) LEVELING    3  
 DM5795
 DM5795.Superseded values are not recommended for survey control.
 DM5795
 DM5795.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DM5795.See file dsdata.pdf to determine how the superseded data were derived.
 DM5795
 DM5795_MARKER: DB = BENCH MARK DISK
 DM5795_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 DM5795_STAMPING: 1013 AF 1975
 DM5795_MARK LOGO: MNHD
 DM5795_PROJECTION: FLUSH
 DM5795_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DM5795_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DM5795_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DM5795+SATELLITE: SATELLITE OBSERVATIONS - April 04, 2018
 DM5795
 DM5795  HISTORY     - Date     Condition        Report By
 DM5795  HISTORY     - 19750401 MONUMENTED       MNHD
 DM5795  HISTORY     - 20080528 GOOD             MNDT
 DM5795  HISTORY     - 20171009 GOOD             MNDT
 DM5795  HISTORY     - 20180404 GOOD             MNDT
 DM5795
 DM5795                          STATION DESCRIPTION
 DM5795
 DM5795'DESCRIBED BY MN DEPT OF TRANSP 2008 (MPP)
 DM5795'THE MARK WAS RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.
 DM5795'THE MARK IS 1.3 MILES EAST OF COLOGNE, 1.3 MILES EAST ON TRUNK HIGHWAY
 DM5795'212 FROM JUNCTION OF TRUNK HIGHWAY 284 AND TRUNK HIGHWAY 212 IN
 DM5795'COLOGNE, AT TRUNK HIGHWAY 212 MILEPOINT 139.75, 81.0 FEET SOUTH OF
 DM5795'EASTBOUND TRUNK HIGHWAY 212, AT TRUNK HIGHWAY 212 STATION 453+93, 1.2
 DM5795'FEET NORTHEAST OF WITNESS POST.
 DM5795
 DM5795                          STATION RECOVERY (2017)
 DM5795
 DM5795'RECOVERY NOTE BY MN DEPT OF TRANSP 2017 (MPP)
 DM5795'RECOVERED AS DESCRIBED.
 DM5795
 DM5795                          STATION RECOVERY (2018)
 DM5795
 DM5795'RECOVERY NOTE BY MN DEPT OF TRANSP 2018 (KXS)
 DM5795'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 AE6890 ***********************************************************************
 AE6890  DESIGNATION -  1013 AJ
 AE6890  PID         -  AE6890
 AE6890  STATE/COUNTY-  MN/CARVER
 AE6890  COUNTRY     -  US
 AE6890  USGS QUAD   -  SHAKOPEE (2019)
 AE6890
 AE6890                         *CURRENT SURVEY CONTROL
 AE6890  ______________________________________________________________________
 AE6890* NAD 83(1986) POSITION- 44 47 56.     (N) 093 35 04.     (W)   SCALED
 AE6890* NAVD 88 ORTHO HEIGHT -   229.510 (meters)      752.98  (feet) ADJUSTED
 AE6890  ______________________________________________________________________
 AE6890  GEOID HEIGHT    -        -26.772 (meters)                     GEOID18
 AE6890  DYNAMIC HEIGHT  -        229.508 (meters)      752.98  (feet) COMP
 AE6890  MODELED GRAVITY -    980,601.3   (mgal)                       NAVD 88
 AE6890
 AE6890  VERT ORDER      -  SECOND    CLASS II
 AE6890
 AE6890.The horizontal coordinates were scaled from a map and have
 AE6890.an estimated accuracy of +/- 6 seconds.
 AE6890
 AE6890.The orthometric height was determined by differential leveling and
 AE6890.adjusted by the NATIONAL GEODETIC SURVEY
 AE6890.in November 1999.
 AE6890
 AE6890.Significant digits in the geoid height do not necessarily reflect accuracy.
 AE6890.GEOID18 height accuracy estimate available here.
 AE6890
 AE6890.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK537607(NAD 83)
 AE6890
 AE6890                          SUPERSEDED SURVEY CONTROL
 AE6890
 AE6890.No superseded survey control is available for this station.
 AE6890
 AE6890_MARKER: DB = BENCH MARK DISK
 AE6890_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 AE6890_STAMPING: 1013 AJ 1979
 AE6890_MARK LOGO: MNHD
 AE6890_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AE6890_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AE6890
 AE6890  HISTORY     - Date     Condition        Report By
 AE6890  HISTORY     - 1979     MONUMENTED       MNHD
 AE6890  HISTORY     - 20021023 MARK NOT FOUND   USPSQD
 AE6890  HISTORY     - 20080619 MARK NOT FOUND   MNDT
 AE6890
 AE6890                          STATION DESCRIPTION
 AE6890
 AE6890'DESCRIBED BY MN HIGHWAY DEPT 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.
 AE6890
 AE6890                          STATION RECOVERY (2008)
 AE6890
 AE6890'RECOVERY NOTE BY MN DEPT OF TRANSP 2008 (VWC)
 AE6890'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 AE6891 ***********************************************************************
 AE6891  DESIGNATION -  1013 AK
 AE6891  PID         -  AE6891
 AE6891  STATE/COUNTY-  MN/CARVER
 AE6891  COUNTRY     -  US
 AE6891  USGS QUAD   -  SHAKOPEE (2019)
 AE6891
 AE6891                         *CURRENT SURVEY CONTROL
 AE6891  ______________________________________________________________________
 AE6891* NAD 83(1986) POSITION- 44 48 11.     (N) 093 34 36.     (W)   SCALED
 AE6891* NAVD 88 ORTHO HEIGHT -   231.225 (meters)      758.61  (feet) ADJUSTED
 AE6891  ______________________________________________________________________
 AE6891  GEOID HEIGHT    -        -26.772 (meters)                     GEOID18
 AE6891  DYNAMIC HEIGHT  -        231.223 (meters)      758.60  (feet) COMP
 AE6891  MODELED GRAVITY -    980,600.5   (mgal)                       NAVD 88
 AE6891
 AE6891  VERT ORDER      -  SECOND    CLASS II
 AE6891
 AE6891.The horizontal coordinates were scaled from a map and have
 AE6891.an estimated accuracy of +/- 6 seconds.
 AE6891
 AE6891.The orthometric height was determined by differential leveling and
 AE6891.adjusted by the NATIONAL GEODETIC SURVEY
 AE6891.in November 1999.
 AE6891
 AE6891.Significant digits in the geoid height do not necessarily reflect accuracy.
 AE6891.GEOID18 height accuracy estimate available here.
 AE6891
 AE6891.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK543612(NAD 83)
 AE6891
 AE6891                          SUPERSEDED SURVEY CONTROL
 AE6891
 AE6891.No superseded survey control is available for this station.
 AE6891
 AE6891_MARKER: DV = VERTICAL CONTROL 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_MARK LOGO: MNHD
 AE6891_MAGNETIC: I = MARKER IS A STEEL ROD
 AE6891_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AE6891
 AE6891  HISTORY     - Date     Condition        Report By
 AE6891  HISTORY     - 1979     MONUMENTED       MNHD
 AE6891  HISTORY     - 20021023 GOOD             USPSQD
 AE6891  HISTORY     - 20080610 MARK NOT FOUND   MNDT
 AE6891
 AE6891                          STATION DESCRIPTION
 AE6891
 AE6891'DESCRIBED BY MN HIGHWAY DEPT 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.
 AE6891
 AE6891                          STATION RECOVERY (2008)
 AE6891
 AE6891'RECOVERY NOTE BY MN DEPT OF TRANSP 2008 (VWC)
 AE6891'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 AE6893 ***********************************************************************
 AE6893  DESIGNATION -  1013 AM
 AE6893  PID         -  AE6893
 AE6893  STATE/COUNTY-  MN/CARVER
 AE6893  COUNTRY     -  US
 AE6893  USGS QUAD   -  SHAKOPEE (2019)
 AE6893
 AE6893                         *CURRENT SURVEY CONTROL
 AE6893  ______________________________________________________________________
 AE6893* NAD 83(1986) POSITION- 44 48 25.73   (N) 093 33 40.32   (W)   HD_HELD1
 AE6893* NAVD 88 ORTHO HEIGHT -   230.854 (meters)      757.39  (feet) ADJUSTED
 AE6893  ______________________________________________________________________
 AE6893  GEOID HEIGHT    -        -26.780 (meters)                     GEOID18
 AE6893  DYNAMIC HEIGHT  -        230.851 (meters)      757.38  (feet) COMP
 AE6893  MODELED GRAVITY -    980,598.3   (mgal)                       NAVD 88
 AE6893
 AE6893  VERT ORDER      -  SECOND    CLASS II
 AE6893
 AE6893.The horizontal coordinates were determined by differentially corrected
 AE6893.hand held GPS observations or other comparable positioning techniques
 AE6893.and have an estimated accuracy of +/- 3 meters.
 AE6893
 AE6893.The orthometric height was determined by differential leveling and
 AE6893.adjusted by the NATIONAL GEODETIC SURVEY
 AE6893.in November 1999.
 AE6893
 AE6893.Significant digits in the geoid height do not necessarily reflect accuracy.
 AE6893.GEOID18 height accuracy estimate available here.
 AE6893
 AE6893.Click photographs - Photos may exist for this station.
 AE6893
 AE6893.The dynamic height is computed by dividing the NAVD 88
 AE6893.geopotential number by the normal gravity value computed on the
 AE6893.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE6893.degrees latitude (g = 980.6199 gals.).
 AE6893
 AE6893.The modeled gravity was interpolated from observed gravity values.
 AE6893
 AE6893;                    North         East    Units  Estimated Accuracy
 AE6893;SPC MN S     -   300,889.4     834,711.5     MT  (+/- 3 meters HH1 GPS) 
 AE6893
 AE6893_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK5562061680(NAD 83)
 AE6893
 AE6893                          SUPERSEDED SURVEY CONTROL
 AE6893
 AE6893.No superseded survey control is available for this station.
 AE6893
 AE6893_MARKER: DV = VERTICAL CONTROL 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_MARK LOGO: MNHD
 AE6893_PROJECTION: FLUSH
 AE6893_MAGNETIC: I = MARKER IS A STEEL ROD
 AE6893_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AE6893
 AE6893  HISTORY     - Date     Condition        Report By
 AE6893  HISTORY     - 1979     MONUMENTED       MNHD
 AE6893  HISTORY     - 20021023 GOOD             USPSQD
 AE6893  HISTORY     - 20080610 GOOD             MNDT
 AE6893
 AE6893                          STATION DESCRIPTION
 AE6893
 AE6893'DESCRIBED BY MN HIGHWAY DEPT 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
 AE6893
 AE6893                          STATION RECOVERY (2008)
 AE6893
 AE6893'RECOVERY NOTE BY MN DEPT OF TRANSP 2008 (VWC)
 AE6893'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DN6790 ***********************************************************************
 DN6790  DESIGNATION -  1013 AQ
 DN6790  PID         -  DN6790
 DN6790  STATE/COUNTY-  MN/CARVER
 DN6790  COUNTRY     -  US
 DN6790  USGS QUAD   -  WACONIA (2019)
 DN6790
 DN6790                         *CURRENT SURVEY CONTROL
 DN6790  ______________________________________________________________________
 DN6790* NAD 83(1986) POSITION- 44 46 03.02   (N) 093 47 21.25   (W)   HD_HELD1
 DN6790* NAVD 88 ORTHO HEIGHT -   299.624 (meters)      983.02  (feet) ADJUSTED
 DN6790  ______________________________________________________________________
 DN6790  GEOID HEIGHT    -        -27.140 (meters)                     GEOID18
 DN6790  DYNAMIC HEIGHT  -        299.606 (meters)      982.96  (feet) COMP
 DN6790  MODELED GRAVITY -    980,548.2   (mgal)                       NAVD 88
 DN6790
 DN6790  VERT ORDER      -  SECOND    CLASS I
 DN6790
 DN6790.The horizontal coordinates were determined by differentially corrected
 DN6790.hand held GPS observations or other comparable positioning techniques
 DN6790.and have an estimated accuracy of +/- 3 meters.
 DN6790
 DN6790.The orthometric height was determined by differential leveling and
 DN6790.adjusted by the NATIONAL GEODETIC SURVEY
 DN6790.in May 2020.
 DN6790
 DN6790.Significant digits in the geoid height do not necessarily reflect accuracy.
 DN6790.GEOID18 height accuracy estimate available here.
 DN6790
 DN6790.Click photographs - Photos may exist for this station.
 DN6790
 DN6790.The dynamic height is computed by dividing the NAVD 88
 DN6790.geopotential number by the normal gravity value computed on the
 DN6790.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN6790.degrees latitude (g = 980.6199 gals.).
 DN6790
 DN6790.The modeled gravity was interpolated from observed gravity values.
 DN6790
 DN6790;                    North         East    Units  Estimated Accuracy
 DN6790;SPC MN S     -   296,412.7     816,684.0     MT  (+/- 3 meters HH1 GPS) 
 DN6790
 DN6790_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK3754557426(NAD 83)
 DN6790
 DN6790                          SUPERSEDED SURVEY CONTROL
 DN6790
 DN6790  NAVD 88 (08/01/13)  299.639  (m)          983.07   (f) SUPERSEDED  2 1
 DN6790
 DN6790.Superseded values are not recommended for survey control.
 DN6790
 DN6790.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN6790.See file dsdata.pdf to determine how the superseded data were derived.
 DN6790
 DN6790_MARKER: DB = BENCH MARK DISK
 DN6790_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DN6790_SP_SET: BRIDGE ABUTMENT
 DN6790_STAMPING: 1013 AQ 2003
 DN6790_MARK LOGO: MNDT
 DN6790_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DN6790_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DN6790_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DN6790+SATELLITE: SATELLITE OBSERVATIONS - May 28, 2008
 DN6790
 DN6790  HISTORY     - Date     Condition        Report By
 DN6790  HISTORY     - 20031118 MONUMENTED       MNDT
 DN6790  HISTORY     - 20080528 GOOD             MNDT
 DN6790
 DN6790                          STATION DESCRIPTION
 DN6790
 DN6790'DESCRIBED BY MN DEPT OF TRANSP 2008 (MPP)
 DN6790'THE STATION IS LOCATED 0.5 MI (0.8 KM) WEST OF COLOGNE.
 DN6790'
 DN6790'TO REACH THE MARK GO 0.4 MI (0.6 KM) WEST ALONG TRUNK HIGHWAY 212 FROM
 DN6790'THE JUNCTION OF TRUNK HIGHWAY 212 AND TRUNK HIGHWAY 284 IN COLOGNE, AT
 DN6790'TRUNK HIGHWAY 212 MILE POINT 138.2.
 DN6790'
 DN6790'IT IS 21.0 FT (6.4 M) NORTH OF WESTBOUND TRUNK HIGHWAY 212, IN
 DN6790'NORTHEAST CORNER OF ABUTMENT OF WESTBOUND TRUNK HIGHWAY 212 BRIDGE
 DN6790'OVER COUNTY ROAD 36.  DISK SET IN BRIDGE WHEN BUILT IN 1974 THEN
 DN6790'RECOVERED IN 2003 THEN USED IN 2010.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DN6817 ***********************************************************************
 DN6817  DESIGNATION -  1013 AR
 DN6817  PID         -  DN6817
 DN6817  STATE/COUNTY-  MN/CARVER
 DN6817  COUNTRY     -  US
 DN6817  USGS QUAD   -  SHAKOPEE (2019)
 DN6817
 DN6817                         *CURRENT SURVEY CONTROL
 DN6817  ______________________________________________________________________
 DN6817* NAD 83(1986) POSITION- 44 50 38.06   (N) 093 32 18.91   (W)   HD_HELD1
 DN6817* NAVD 88 ORTHO HEIGHT -   282.113 (meters)      925.57  (feet) ADJUSTED
 DN6817  ______________________________________________________________________
 DN6817  GEOID HEIGHT    -        -26.774 (meters)                     GEOID18
 DN6817  DYNAMIC HEIGHT  -        282.109 (meters)      925.55  (feet) COMP
 DN6817  MODELED GRAVITY -    980,592.9   (mgal)                       NAVD 88
 DN6817
 DN6817  VERT ORDER      -  SECOND    CLASS I
 DN6817
 DN6817.The horizontal coordinates were determined by differentially corrected
 DN6817.hand held GPS observations or other comparable positioning techniques
 DN6817.and have an estimated accuracy of +/- 3 meters.
 DN6817
 DN6817.The orthometric height was determined by differential leveling and
 DN6817.adjusted by the NATIONAL GEODETIC SURVEY
 DN6817.in May 2020.
 DN6817
 DN6817.Significant digits in the geoid height do not necessarily reflect accuracy.
 DN6817.GEOID18 height accuracy estimate available here.
 DN6817
 DN6817.Click photographs - Photos may exist for this station.
 DN6817
 DN6817.The dynamic height is computed by dividing the NAVD 88
 DN6817.geopotential number by the normal gravity value computed on the
 DN6817.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN6817.degrees latitude (g = 980.6199 gals.).
 DN6817
 DN6817.The modeled gravity was interpolated from observed gravity values.
 DN6817
 DN6817;                    North         East    Units  Estimated Accuracy
 DN6817;SPC MN S     -   304,983.8     836,477.3     MT  (+/- 3 meters HH1 GPS) 
 DN6817
 DN6817_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK5743665751(NAD 83)
 DN6817
 DN6817                          SUPERSEDED SURVEY CONTROL
 DN6817
 DN6817  NAVD 88 (08/01/13)  282.113  (m)          925.57   (f) SUPERSEDED  2 1
 DN6817
 DN6817.Superseded values are not recommended for survey control.
 DN6817
 DN6817.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN6817.See file dsdata.pdf to determine how the superseded data were derived.
 DN6817
 DN6817_MARKER: DD = SURVEY DISK
 DN6817_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DN6817_SP_SET: BRIDGE ABUTMENT
 DN6817_STAMPING: 1013 AR 2008
 DN6817_MARK LOGO: MNDT
 DN6817_MAGNETIC: N = NO MAGNETIC MATERIAL
 DN6817_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DN6817_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DN6817+SATELLITE: SATELLITE OBSERVATIONS - October 11, 2017
 DN6817
 DN6817  HISTORY     - Date     Condition        Report By
 DN6817  HISTORY     - 20080404 MONUMENTED       MNDT
 DN6817  HISTORY     - 20120724 GOOD             MNDT
 DN6817  HISTORY     - 20171011 GOOD             MNDT
 DN6817
 DN6817                          STATION DESCRIPTION
 DN6817
 DN6817'DESCRIBED BY MN DEPT OF TRANSP 2008
 DN6817'THE STATION IS LOCATED 1.3 MI (2.1 KM) SOUTH OF CHANHASSEN.
 DN6817'
 DN6817'TO REACH THE MARK GO 1.48 MI (2.4 KM) SOUTH-SOUTHWEST ON TRUNK HIGHWAY
 DN6817'101  FROM THE JUNCTION OF TRUNK HIGHWAY 101 AND TRUNK HIGHWAY 5 IN
 DN6817'CHANHASSEN, IN APPROACH PANEL IN SOUTHEAST CORNER OF TRUNK HIGHWAY 101
 DN6817'BRIDGE NUMBER 10040 OVER TRUNK HIGHWAY 212, AT THE JUNCTION OF TRUNK
 DN6817'HIGHWAY 101 AND TRUNK HIGHWAY 212.
 DN6817'
 DN6817'IT IS 26.4 FT (8.0 M) NORTHWEST OF THE SOUTHEAST CORNER OF BRIDGE,
 DN6817'16.8 FT (5.1 M) EAST OF NORTHBOUND TRUNK HIGHWAY 101, 2.2 FT (0.7 M)
 DN6817'WEST OF JAY BARRIER.
 DN6817
 DN6817                          STATION RECOVERY (2012)
 DN6817
 DN6817'RECOVERY NOTE BY MN DEPT OF TRANSP 2012 (KMS)
 DN6817'RECOVERED AS DESCRIBED.
 DN6817
 DN6817                          STATION RECOVERY (2017)
 DN6817
 DN6817'RECOVERY NOTE BY MN DEPT OF TRANSP 2017 (MPP)
 DN6817'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DN6818 ***********************************************************************
 DN6818  DESIGNATION -  1013 AS
 DN6818  PID         -  DN6818
 DN6818  STATE/COUNTY-  MN/CARVER
 DN6818  COUNTRY     -  US
 DN6818  USGS QUAD   -  SHAKOPEE (2019)
 DN6818
 DN6818                         *CURRENT SURVEY CONTROL
 DN6818  ______________________________________________________________________
 DN6818* NAD 83(1986) POSITION- 44 50 40.25   (N) 093 32 20.21   (W)   HD_HELD1
 DN6818* NAVD 88 ORTHO HEIGHT -   282.030 (meters)      925.29  (feet) ADJUSTED
 DN6818  ______________________________________________________________________
 DN6818  GEOID HEIGHT    -        -26.773 (meters)                     GEOID18
 DN6818  DYNAMIC HEIGHT  -        282.026 (meters)      925.28  (feet) COMP
 DN6818  MODELED GRAVITY -    980,593.0   (mgal)                       NAVD 88
 DN6818
 DN6818  VERT ORDER      -  SECOND    CLASS I
 DN6818
 DN6818.The horizontal coordinates were determined by differentially corrected
 DN6818.hand held GPS observations or other comparable positioning techniques
 DN6818.and have an estimated accuracy of +/- 3 meters.
 DN6818
 DN6818.The orthometric height was determined by differential leveling and
 DN6818.adjusted by the NATIONAL GEODETIC SURVEY
 DN6818.in May 2020.
 DN6818
 DN6818.Significant digits in the geoid height do not necessarily reflect accuracy.
 DN6818.GEOID18 height accuracy estimate available here.
 DN6818
 DN6818.Click photographs - Photos may exist for this station.
 DN6818
 DN6818.The dynamic height is computed by dividing the NAVD 88
 DN6818.geopotential number by the normal gravity value computed on the
 DN6818.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN6818.degrees latitude (g = 980.6199 gals.).
 DN6818
 DN6818.The modeled gravity was interpolated from observed gravity values.
 DN6818
 DN6818;                    North         East    Units  Estimated Accuracy
 DN6818;SPC MN S     -   305,051.2     836,448.4     MT  (+/- 3 meters HH1 GPS) 
 DN6818
 DN6818_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK5740765819(NAD 83)
 DN6818
 DN6818                          SUPERSEDED SURVEY CONTROL
 DN6818
 DN6818  NAVD 88 (08/01/13)  282.030  (m)          925.29   (f) SUPERSEDED  2 1
 DN6818
 DN6818.Superseded values are not recommended for survey control.
 DN6818
 DN6818.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN6818.See file dsdata.pdf to determine how the superseded data were derived.
 DN6818
 DN6818_MARKER: DD = SURVEY DISK
 DN6818_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DN6818_SP_SET: BRIDGE ABUTMENT
 DN6818_STAMPING: 1013 AS 2008
 DN6818_MARK LOGO: MNDT
 DN6818_MAGNETIC: N = NO MAGNETIC MATERIAL
 DN6818_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DN6818_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DN6818+SATELLITE: SATELLITE OBSERVATIONS - October 11, 2017
 DN6818
 DN6818  HISTORY     - Date     Condition        Report By
 DN6818  HISTORY     - 20080404 MONUMENTED       MNDT
 DN6818  HISTORY     - 20120724 GOOD             MNDT
 DN6818  HISTORY     - 20171011 GOOD             MNDT
 DN6818
 DN6818                          STATION DESCRIPTION
 DN6818
 DN6818'DESCRIBED BY MN DEPT OF TRANSP 2008
 DN6818'THE STATION IS LOCATED 1.3 MI (2.1 KM) SOUTH OF CHANHASSEN.
 DN6818'
 DN6818'TO REACH THE MARK GO 1.44 MI (2.3 KM) SOUTHWEST ON TRUNK HIGHWAY 101
 DN6818'FROM THE JUNCTION OF TRUNK HIGHWAY 101 AND TRUNK HIGHWAY 5 IN
 DN6818'CHANHASSEN, AT THE JUNCTION OF TRUNK HIGHWAY 101 AND TRUNK HIGHWAY
 DN6818'212, IN APPROACH PANEL IN NORTHWEST CORNER OF TRUNK HIGHWAY 101 BRIDGE
 DN6818'NUMBER 10040 OVER TRUNK HIGHWAY 212.
 DN6818'
 DN6818'IT IS 29.1 FT (8.9 M) WEST OF SOUTHBOUND TRUNK HIGHWAY 101, 27.8 FT
 DN6818'(8.5 M) SOUTH OF NORTHWEST OF BRIDGE, 1.9 FT (0.6 M) NORTHEAST OF JAY
 DN6818'BARRIER.
 DN6818
 DN6818                          STATION RECOVERY (2012)
 DN6818
 DN6818'RECOVERY NOTE BY MN DEPT OF TRANSP 2012 (KMS)
 DN6818'RECOVERED AS DESCRIBED.
 DN6818
 DN6818                          STATION RECOVERY (2017)
 DN6818
 DN6818'RECOVERY NOTE BY MN DEPT OF TRANSP 2017 (MPP)
 DN6818'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DN6816 ***********************************************************************
 DN6816  DESIGNATION -  1013 AT
 DN6816  PID         -  DN6816
 DN6816  STATE/COUNTY-  MN/CARVER
 DN6816  COUNTRY     -  US
 DN6816  USGS QUAD   -  SHAKOPEE (2019)
 DN6816
 DN6816                         *CURRENT SURVEY CONTROL
 DN6816  ______________________________________________________________________
 DN6816* NAD 83(1986) POSITION- 44 50 26.40   (N) 093 32 42.85   (W)   HD_HELD1
 DN6816* NAVD 88 ORTHO HEIGHT -   285.073 (meters)      935.28  (feet) ADJUSTED
 DN6816  ______________________________________________________________________
 DN6816  GEOID HEIGHT    -        -26.768 (meters)                     GEOID18
 DN6816  DYNAMIC HEIGHT  -        285.069 (meters)      935.26  (feet) COMP
 DN6816  MODELED GRAVITY -    980,594.1   (mgal)                       NAVD 88
 DN6816
 DN6816  VERT ORDER      -  SECOND    CLASS I
 DN6816
 DN6816.The horizontal coordinates were determined by differentially corrected
 DN6816.hand held GPS observations or other comparable positioning techniques
 DN6816.and have an estimated accuracy of +/- 3 meters.
 DN6816
 DN6816.The orthometric height was determined by differential leveling and
 DN6816.adjusted by the NATIONAL GEODETIC SURVEY
 DN6816.in May 2020.
 DN6816
 DN6816.Significant digits in the geoid height do not necessarily reflect accuracy.
 DN6816.GEOID18 height accuracy estimate available here.
 DN6816
 DN6816.Click photographs - Photos may exist for this station.
 DN6816
 DN6816.The dynamic height is computed by dividing the NAVD 88
 DN6816.geopotential number by the normal gravity value computed on the
 DN6816.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN6816.degrees latitude (g = 980.6199 gals.).
 DN6816
 DN6816.The modeled gravity was interpolated from observed gravity values.
 DN6816
 DN6816;                    North         East    Units  Estimated Accuracy
 DN6816;SPC MN S     -   304,620.9     835,953.6     MT  (+/- 3 meters HH1 GPS) 
 DN6816
 DN6816_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK5690865395(NAD 83)
 DN6816
 DN6816                          SUPERSEDED SURVEY CONTROL
 DN6816
 DN6816  NAVD 88 (08/01/13)  285.072  (m)          935.27   (f) SUPERSEDED  2 1
 DN6816
 DN6816.Superseded values are not recommended for survey control.
 DN6816
 DN6816.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN6816.See file dsdata.pdf to determine how the superseded data were derived.
 DN6816
 DN6816_MARKER: DD = SURVEY DISK
 DN6816_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DN6816_SP_SET: BRIDGE ABUTMENT
 DN6816_STAMPING: 1013 AT 2008
 DN6816_MARK LOGO: MNDT
 DN6816_MAGNETIC: N = NO MAGNETIC MATERIAL
 DN6816_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DN6816_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DN6816+SATELLITE: SATELLITE OBSERVATIONS - October 11, 2017
 DN6816
 DN6816  HISTORY     - Date     Condition        Report By
 DN6816  HISTORY     - 20080403 MONUMENTED       MNDT
 DN6816  HISTORY     - 20120724 GOOD             MNDT
 DN6816  HISTORY     - 20171011 GOOD             MNDT
 DN6816
 DN6816                          STATION DESCRIPTION
 DN6816
 DN6816'DESCRIBED BY MN DEPT OF TRANSP 2008
 DN6816'THE STATION IS LOCATED 1.5 MI (2.4 KM) SOUTH OF CHANHASSEN.
 DN6816'
 DN6816'TO REACH THE MARK GO 1.71 MI (2.8 KM) SOUTHWEST ON TRUNK HIGHWAY 101
 DN6816'FROM THE JUNCTION OF TRUNK HIGHWAY 101 AND TRUNK HIGHWAY 5 IN
 DN6816'CHANHASSEN, THEN 0.3 MI (0.5 KM) WEST ON COUNTY ROAD 18, IN APPROACH
 DN6816'PANEL IN SOUTHEAST CORNER OF COUNTY ROAD 18 (LYMAN BOULEVARD BRIDGE
 DN6816'NUMBER 10039, OVER TRUNK HIGHWAY 212), 0.25 MI (0.4 KM) SOUTH OF THE
 DN6816'JUNCTION TRUNK HIGHWAY 101 AND TRUNK HIGHWAY 212.
 DN6816'
 DN6816'IT IS 52.8 FT (16.1 M) WEST OF THE SOUTHEAST CORNER OF BRIDGE, 12.7 FT
 DN6816'(3.9 M) SOUTH OF WESTBOUND COUNTY ROAD 18.
 DN6816
 DN6816                          STATION RECOVERY (2012)
 DN6816
 DN6816'RECOVERY NOTE BY MN DEPT OF TRANSP 2012 (KMS)
 DN6816'RECOVERED AS DESCRIBED.
 DN6816
 DN6816                          STATION RECOVERY (2017)
 DN6816
 DN6816'RECOVERY NOTE BY MN DEPT OF TRANSP 2017 (MPP)
 DN6816'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DN6814 ***********************************************************************
 DN6814  DESIGNATION -  1013 AU
 DN6814  PID         -  DN6814
 DN6814  STATE/COUNTY-  MN/CARVER
 DN6814  COUNTRY     -  US
 DN6814  USGS QUAD   -  SHAKOPEE (2019)
 DN6814
 DN6814                         *CURRENT SURVEY CONTROL
 DN6814  ______________________________________________________________________
 DN6814* NAD 83(1986) POSITION- 44 50 03.80   (N) 093 33 08.24   (W)   HD_HELD1
 DN6814* NAVD 88 ORTHO HEIGHT -   276.779 (meters)      908.07  (feet) ADJUSTED
 DN6814  ______________________________________________________________________
 DN6814  GEOID HEIGHT    -        -26.764 (meters)                     GEOID18
 DN6814  DYNAMIC HEIGHT  -        276.775 (meters)      908.05  (feet) COMP
 DN6814  MODELED GRAVITY -    980,595.5   (mgal)                       NAVD 88
 DN6814
 DN6814  VERT ORDER      -  SECOND    CLASS I
 DN6814
 DN6814.The horizontal coordinates were determined by differentially corrected
 DN6814.hand held GPS observations or other comparable positioning techniques
 DN6814.and have an estimated accuracy of +/- 3 meters.
 DN6814
 DN6814.The orthometric height was determined by differential leveling and
 DN6814.adjusted by the NATIONAL GEODETIC SURVEY
 DN6814.in May 2020.
 DN6814
 DN6814.Significant digits in the geoid height do not necessarily reflect accuracy.
 DN6814.GEOID18 height accuracy estimate available here.
 DN6814
 DN6814.Click photographs - Photos may exist for this station.
 DN6814
 DN6814.The dynamic height is computed by dividing the NAVD 88
 DN6814.geopotential number by the normal gravity value computed on the
 DN6814.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN6814.degrees latitude (g = 980.6199 gals.).
 DN6814
 DN6814.The modeled gravity was interpolated from observed gravity values.
 DN6814
 DN6814;                    North         East    Units  Estimated Accuracy
 DN6814;SPC MN S     -   303,920.3     835,399.8     MT  (+/- 3 meters HH1 GPS) 
 DN6814
 DN6814_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK5634564701(NAD 83)
 DN6814
 DN6814                          SUPERSEDED SURVEY CONTROL
 DN6814
 DN6814  NAVD 88 (08/01/13)  276.777  (m)          908.06   (f) SUPERSEDED  2 1
 DN6814
 DN6814.Superseded values are not recommended for survey control.
 DN6814
 DN6814.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN6814.See file dsdata.pdf to determine how the superseded data were derived.
 DN6814
 DN6814_MARKER: DD = SURVEY DISK
 DN6814_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DN6814_SP_SET: BRIDGE ABUTMENT
 DN6814_STAMPING: 1013 AU 2008
 DN6814_MARK LOGO: MNDT
 DN6814_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DN6814_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DN6814_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DN6814+SATELLITE: SATELLITE OBSERVATIONS - October 11, 2017
 DN6814
 DN6814  HISTORY     - Date     Condition        Report By
 DN6814  HISTORY     - 20080403 MONUMENTED       MNDT
 DN6814  HISTORY     - 20171011 GOOD             MNDT
 DN6814
 DN6814                          STATION DESCRIPTION
 DN6814
 DN6814'DESCRIBED BY MN DEPT OF TRANSP 2008
 DN6814'THE STATION IS LOCATED 1.3 MI (2.1 KM) SOUTH OF CHANHASSEN.
 DN6814'
 DN6814'TO REACH THE MARK GO 1.0 MI (1.6 KM) SOUTHWEST ALONG TRUNK HIGHWAY 212
 DN6814'FROM THE JUNCTION OF TRUNK HIGHWAY 212 AND TRUNK HIGHWAY 101 IN
 DN6814'CHASKA, THEN 0.2 MI (0.3 KM) SOUTH ON POWERS BOULEVARD, IN APPROACH
 DN6814'PANEL IN SOUTHEAST CORNER OF POWERS BOULEVARD BRIDGE NUMBER 10038.
 DN6814'
 DN6814'IT IS 35.3 FT (10.8 M) NORTH OF SOUTHEAST END OF BRIDGE, 17.2 FT (5.2
 DN6814'M) NORTHEAST OF NORTHBOUND POWERS BOULEVARD, 1.9 FT (0.6 M) SOUTHWEST
 DN6814'OF STATION 1013 AV.
 DN6814
 DN6814                          STATION RECOVERY (2017)
 DN6814
 DN6814'RECOVERY NOTE BY MN DEPT OF TRANSP 2017 (MPP)
 DN6814'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DN6815 ***********************************************************************
 DN6815  DESIGNATION -  1013 AV
 DN6815  PID         -  DN6815
 DN6815  STATE/COUNTY-  MN/CARVER
 DN6815  COUNTRY     -  US
 DN6815  USGS QUAD   -  SHAKOPEE (2019)
 DN6815
 DN6815                         *CURRENT SURVEY CONTROL
 DN6815  ______________________________________________________________________
 DN6815* NAD 83(1986) POSITION- 44 50 03.79   (N) 093 33 08.21   (W)   HD_HELD1
 DN6815* NAVD 88 ORTHO HEIGHT -   277.604 (meters)      910.77  (feet) ADJUSTED
 DN6815  ______________________________________________________________________
 DN6815  GEOID HEIGHT    -        -26.764 (meters)                     GEOID18
 DN6815  DYNAMIC HEIGHT  -        277.600 (meters)      910.76  (feet) COMP
 DN6815  MODELED GRAVITY -    980,595.5   (mgal)                       NAVD 88
 DN6815
 DN6815  VERT ORDER      -  SECOND    CLASS I
 DN6815
 DN6815.The horizontal coordinates were determined by differentially corrected
 DN6815.hand held GPS observations or other comparable positioning techniques
 DN6815.and have an estimated accuracy of +/- 3 meters.
 DN6815
 DN6815.The orthometric height was determined by differential leveling and
 DN6815.adjusted by the NATIONAL GEODETIC SURVEY
 DN6815.in May 2020.
 DN6815
 DN6815.Significant digits in the geoid height do not necessarily reflect accuracy.
 DN6815.GEOID18 height accuracy estimate available here.
 DN6815
 DN6815.Click photographs - Photos may exist for this station.
 DN6815
 DN6815.The dynamic height is computed by dividing the NAVD 88
 DN6815.geopotential number by the normal gravity value computed on the
 DN6815.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN6815.degrees latitude (g = 980.6199 gals.).
 DN6815
 DN6815.The modeled gravity was interpolated from observed gravity values.
 DN6815
 DN6815;                    North         East    Units  Estimated Accuracy
 DN6815;SPC MN S     -   303,920.0     835,400.5     MT  (+/- 3 meters HH1 GPS) 
 DN6815
 DN6815_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK5634664701(NAD 83)
 DN6815
 DN6815                          SUPERSEDED SURVEY CONTROL
 DN6815
 DN6815  NAVD 88 (08/01/13)  277.602  (m)          910.77   (f) SUPERSEDED  2 1
 DN6815
 DN6815.Superseded values are not recommended for survey control.
 DN6815
 DN6815.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN6815.See file dsdata.pdf to determine how the superseded data were derived.
 DN6815
 DN6815_MARKER: DD = SURVEY DISK
 DN6815_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DN6815_SP_SET: BRIDGE RAILING
 DN6815_STAMPING: 1013 AV 2008
 DN6815_MARK LOGO: MNDT
 DN6815_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DN6815_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DN6815_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DN6815+SATELLITE: SATELLITE OBSERVATIONS - October 11, 2017
 DN6815
 DN6815  HISTORY     - Date     Condition        Report By
 DN6815  HISTORY     - 20080403 MONUMENTED       MNDT
 DN6815  HISTORY     - 20120724 GOOD             MNDT
 DN6815  HISTORY     - 20171011 GOOD             MNDT
 DN6815
 DN6815                          STATION DESCRIPTION
 DN6815
 DN6815'DESCRIBED BY MN DEPT OF TRANSP 2008
 DN6815'THE STATION IS LOCATED 1.3 MI (2.1 KM) SOUTH OF CHANHASSEN.
 DN6815'
 DN6815'TO REACH THE MARK GO 1.0 MI (1.6 KM) SOUTHWEST ALONG TRUNK HIGHWAY 212
 DN6815'FROM THE JUNCTION OF TRUNK HIGHWAY 212 AND TRUNK HIGHWAY 101 IN
 DN6815'CHASKA, THEN 0.2 MI (0.3 KM) SOUTH ON POWERS BOULEVARD, IN BRIDGE
 DN6815'RAILING IN SOUTHEAST CORNER OF POWERS BOULEVARD BRIDGE NUMBER 10038.
 DN6815'
 DN6815'IT IS 35.3 FT (10.8 M) NORTH OF SOUTHEAST END OF BRIDGE, 19.0 FT (5.8
 DN6815'M) NORTHEAST OF NORTHBOUND POWERS BOULEVARD, 1.9 FT (0.6 M) NORTHEAST
 DN6815'OF STATION 1013 AU.
 DN6815
 DN6815                          STATION RECOVERY (2012)
 DN6815
 DN6815'RECOVERY NOTE BY MN DEPT OF TRANSP 2012 (JBG)
 DN6815'1.3 MI (2.1 KM) SOUTH OF CHANHASSEN, 1.0 MI (1.6 KM) SOUTHWEST ALONG
 DN6815'TRUNK HIGHWAY 212  FROM THE JUNCTION OF TRUNK HIGHWAY 212 AND TRUNK
 DN6815'HIGHWAY 101 IN CHASKA, THEN 0.2 MI (0.3 KM) SOUTH ON POWERS BOULEVARD,
 DN6815'IN BRIDGE RAILING IN SOUTHEAST CORNER OF POWERS BOULEVARD BRIDGE
 DN6815'NUMBER 10038, 35.3 FT (10.8 M) NORTH OF SOUTHEAST END OF BRIDGE, 19.0
 DN6815'FT (5.8 M) NORTHEAST OF NORTHBOUND POWERS BOULEVARD, 1.9 FT (0.6 M)
 DN6815'NORTHEAST OF STATION 1013 AU.
 DN6815
 DN6815                          STATION RECOVERY (2017)
 DN6815
 DN6815'RECOVERY NOTE BY MN DEPT OF TRANSP 2017 (MPP)
 DN6815'SURVEY MARK IS LOCATED ON RAILROAD PROPERTY.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DN6813 ***********************************************************************
 DN6813  DESIGNATION -  1013 AW
 DN6813  PID         -  DN6813
 DN6813  STATE/COUNTY-  MN/CARVER
 DN6813  COUNTRY     -  US
 DN6813  USGS QUAD   -  SHAKOPEE (2019)
 DN6813
 DN6813                         *CURRENT SURVEY CONTROL
 DN6813  ______________________________________________________________________
 DN6813* NAD 83(1986) POSITION- 44 49 50.08   (N) 093 33 26.38   (W)   HD_HELD1
 DN6813* NAVD 88 ORTHO HEIGHT -   270.073 (meters)      886.06  (feet) ADJUSTED
 DN6813  ______________________________________________________________________
 DN6813  GEOID HEIGHT    -        -26.762 (meters)                     GEOID18
 DN6813  DYNAMIC HEIGHT  -        270.070 (meters)      886.05  (feet) COMP
 DN6813  MODELED GRAVITY -    980,596.5   (mgal)                       NAVD 88
 DN6813
 DN6813  VERT ORDER      -  SECOND    CLASS I
 DN6813
 DN6813.The horizontal coordinates were determined by differentially corrected
 DN6813.hand held GPS observations or other comparable positioning techniques
 DN6813.and have an estimated accuracy of +/- 3 meters.
 DN6813
 DN6813.The orthometric height was determined by differential leveling and
 DN6813.adjusted by the NATIONAL GEODETIC SURVEY
 DN6813.in May 2020.
 DN6813
 DN6813.Significant digits in the geoid height do not necessarily reflect accuracy.
 DN6813.GEOID18 height accuracy estimate available here.
 DN6813
 DN6813.Click photographs - Photos may exist for this station.
 DN6813
 DN6813.The dynamic height is computed by dividing the NAVD 88
 DN6813.geopotential number by the normal gravity value computed on the
 DN6813.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN6813.degrees latitude (g = 980.6199 gals.).
 DN6813
 DN6813.The modeled gravity was interpolated from observed gravity values.
 DN6813
 DN6813;                    North         East    Units  Estimated Accuracy
 DN6813;SPC MN S     -   303,494.6     835,003.7     MT  (+/- 3 meters HH1 GPS) 
 DN6813
 DN6813_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK5594464281(NAD 83)
 DN6813
 DN6813                          SUPERSEDED SURVEY CONTROL
 DN6813
 DN6813  NAVD 88 (08/01/13)  270.072  (m)          886.06   (f) SUPERSEDED  2 1
 DN6813
 DN6813.Superseded values are not recommended for survey control.
 DN6813
 DN6813.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN6813.See file dsdata.pdf to determine how the superseded data were derived.
 DN6813
 DN6813_MARKER: DD = SURVEY DISK
 DN6813_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DN6813_SP_SET: BRIDGE ABUTMENT
 DN6813_STAMPING: 1013 AW 2008
 DN6813_MARK LOGO: MNDT
 DN6813_MAGNETIC: N = NO MAGNETIC MATERIAL
 DN6813_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DN6813_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DN6813+SATELLITE: SATELLITE OBSERVATIONS - October 11, 2017
 DN6813
 DN6813  HISTORY     - Date     Condition        Report By
 DN6813  HISTORY     - 20080408 MONUMENTED       MNDT
 DN6813  HISTORY     - 20120912 GOOD             MNDT
 DN6813  HISTORY     - 20171011 GOOD             MNDT
 DN6813
 DN6813                          STATION DESCRIPTION
 DN6813
 DN6813'DESCRIBED BY MN DEPT OF TRANSP 2008
 DN6813'THE STATION IS LOCATED 2.5 MI (4.0 KM) SOUTHWEST OF CHANHASSEN.
 DN6813'
 DN6813'TO REACH THE MARK GO 1.35 MI (2.2 KM) SOUTHWEST ALONG TRUNK HIGHWAY
 DN6813'212 FROM THE JUNCTION OF TRUNK HIGHWAY 212 AND TRUNK HIGHWAY 101 IN
 DN6813'CHASKA, AT TRUNK HIGHWAY 212 MILE POINT 151.90.
 DN6813'
 DN6813'IT IS 23.0 FT (7.0 M) NORTHWEST OF WESTBOUND TRUNK HIGHWAY 212, 14.6
 DN6813'FT (4.5 M) SOUTHWEST OF THE NORTHWEST CORNER BRIDGE, 2.0 FT (0.6 M)
 DN6813'SOUTHEAST OF JAY BARRIER, IN APPROACH PANEL IN NORTHWEST CORNER OF
 DN6813'WESTBOUND TRUNK HIGHWAY 212 BRIDGE NUMBER 10051 OVER DIRT ROAD.
 DN6813
 DN6813                          STATION RECOVERY (2012)
 DN6813
 DN6813'RECOVERY NOTE BY MN DEPT OF TRANSP 2012 (DAS)
 DN6813'2.5 MI (4.0 KM) SOUTHWEST OF CHANHASSEN, IN APPROACH PANEL IN
 DN6813'NORTHEAST CORNER OF WESTBOUND TRUNK HIGHWAY 212 BRIDGE NUMBER 10051
 DN6813'OVER DIRT ROAD, 1.35 MI (2.2 KM) SOUTHWEST ALONG TRUNK HIGHWAY 212
 DN6813'FROM THE JUNCTION OF TRUNK HIGHWAY 212 AND TRUNK HIGHWAY 101 IN
 DN6813'CHANHASSEN, AT TRUNK HIGHWAY 212 MILE POINT 151.90, 23.0 FT (7.0 M)
 DN6813'NORTHWEST OF WESTBOUND TRUNK HIGHWAY 212, 14.6 FT (4.5 M) SOUTHWEST OF
 DN6813'THE NORTHWEST CORNER OF BRIDGE, 2.0 FT (0.6 M) SOUTHEAST OF J-BARRIER.
 DN6813
 DN6813                          STATION RECOVERY (2017)
 DN6813
 DN6813'RECOVERY NOTE BY MN DEPT OF TRANSP 2017 (MPP)
 DN6813'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DN6812 ***********************************************************************
 DN6812  DESIGNATION -  1013 AX
 DN6812  PID         -  DN6812
 DN6812  STATE/COUNTY-  MN/CARVER
 DN6812  COUNTRY     -  US
 DN6812  USGS QUAD   -  SHAKOPEE (2019)
 DN6812
 DN6812                         *CURRENT SURVEY CONTROL
 DN6812  ______________________________________________________________________
 DN6812* NAD 83(1986) POSITION- 44 49 45.79   (N) 093 33 28.90   (W)   HD_HELD1
 DN6812* NAVD 88 ORTHO HEIGHT -   271.300 (meters)      890.09  (feet) ADJUSTED
 DN6812  ______________________________________________________________________
 DN6812  GEOID HEIGHT    -        -26.762 (meters)                     GEOID18
 DN6812  DYNAMIC HEIGHT  -        271.297 (meters)      890.08  (feet) COMP
 DN6812  MODELED GRAVITY -    980,596.7   (mgal)                       NAVD 88
 DN6812
 DN6812  VERT ORDER      -  SECOND    CLASS I
 DN6812
 DN6812.The horizontal coordinates were determined by differentially corrected
 DN6812.hand held GPS observations or other comparable positioning techniques
 DN6812.and have an estimated accuracy of +/- 3 meters.
 DN6812
 DN6812.The orthometric height was determined by differential leveling and
 DN6812.adjusted by the NATIONAL GEODETIC SURVEY
 DN6812.in May 2020.
 DN6812
 DN6812.Significant digits in the geoid height do not necessarily reflect accuracy.
 DN6812.GEOID18 height accuracy estimate available here.
 DN6812
 DN6812.Click photographs - Photos may exist for this station.
 DN6812
 DN6812.The dynamic height is computed by dividing the NAVD 88
 DN6812.geopotential number by the normal gravity value computed on the
 DN6812.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN6812.degrees latitude (g = 980.6199 gals.).
 DN6812
 DN6812.The modeled gravity was interpolated from observed gravity values.
 DN6812
 DN6812;                    North         East    Units  Estimated Accuracy
 DN6812;SPC MN S     -   303,361.9     834,949.1     MT  (+/- 3 meters HH1 GPS) 
 DN6812
 DN6812_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK5588864149(NAD 83)
 DN6812
 DN6812                          SUPERSEDED SURVEY CONTROL
 DN6812
 DN6812  NAVD 88 (08/01/13)  271.298  (m)          890.08   (f) SUPERSEDED  2 1
 DN6812
 DN6812.Superseded values are not recommended for survey control.
 DN6812
 DN6812.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN6812.See file dsdata.pdf to determine how the superseded data were derived.
 DN6812
 DN6812_MARKER: DD = SURVEY DISK
 DN6812_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DN6812_SP_SET: BRIDGE ABUTMENT
 DN6812_STAMPING: 1013 AX 2008
 DN6812_MARK LOGO: MNDT
 DN6812_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DN6812_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DN6812_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DN6812+SATELLITE: SATELLITE OBSERVATIONS - October 11, 2017
 DN6812
 DN6812  HISTORY     - Date     Condition        Report By
 DN6812  HISTORY     - 20080408 MONUMENTED       MNDT
 DN6812  HISTORY     - 20120912 GOOD             MNDT
 DN6812  HISTORY     - 20171011 GOOD             MNDT
 DN6812
 DN6812                          STATION DESCRIPTION
 DN6812
 DN6812'DESCRIBED BY MN DEPT OF TRANSP 2008
 DN6812'THE STATION IS LOCATED 2.5 MI (4.0 KM) SOUTHWEST OF CHANHASSEN.
 DN6812'
 DN6812'TO REACH THE MARK GO 1.45 MI (2.3 KM) SOUTHWEST ALONG TRUNK HIGHWAY
 DN6812'212 FROM THE JUNCTION OF TRUNK HIGHWAY 212 AND TRUNK HIGHWAY 101 IN
 DN6812'CHASKA, AT TRUNK HIGHWAY 212 MILE POINT 151.90.
 DN6812'
 DN6812'IT IS 23.0 FT (7.0 M) SOUTHEAST OF EASTBOUND TRUNK HIGHWAY 212, 14.6
 DN6812'FT (4.5 M) NORTHEAST OF THE SOUTHEAST CORNER BRIDGE, 1.9 FT (0.6 M)
 DN6812'NORTHWEST OF JAY BARRIER, IN APPROACH PANEL IN SOUTHEAST CORNER OF
 DN6812'EASTBOUND TRUNK HIGHWAY 212 BRIDGE NUMBER 10052 OVER DIRT ROAD.
 DN6812
 DN6812                          STATION RECOVERY (2012)
 DN6812
 DN6812'RECOVERY NOTE BY MN DEPT OF TRANSP 2012 (DAS)
 DN6812'2.5 MI (4.0 KM) SOUTHWEST OF CHANHASSEN, IN APPROACH PANEL IN
 DN6812'SOUTHEAST CORNER OF EASTBOUND TRUNK HIGHWAY 212 BRIDGE NUMBER 10052
 DN6812'OVER DIRT ROAD, 1.45 MI (2.3 KM) SOUTHWEST ALONG TRUNK HIGHWAY 212
 DN6812'FROM THE JUNCTION OF TRUNK HIGHWAY 212 AND TRUNK HIGHWAY 101 IN
 DN6812'CHANHASSEN, AT TRUNK HIGHWAY 212 MILE POINT 151.90, 23.0 FT (7.0 M)
 DN6812'SOUTHEAST OF EASTBOUND TRUNK HIGHWAY 212, 14.6 FT (4.5 M) NORTHEAST OF
 DN6812'THE SOUTHEAST CORNER OF BRIDGE, 1.9 FT (0.6 M) NORTHWEST OF J-BARRIER.
 DN6812
 DN6812                          STATION RECOVERY (2017)
 DN6812
 DN6812'RECOVERY NOTE BY MN DEPT OF TRANSP 2017 (MPP)
 DN6812'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DN6811 ***********************************************************************
 DN6811  DESIGNATION -  1013 AY
 DN6811  PID         -  DN6811
 DN6811  STATE/COUNTY-  MN/CARVER
 DN6811  COUNTRY     -  US
 DN6811  USGS QUAD   -  SHAKOPEE (2019)
 DN6811
 DN6811                         *CURRENT SURVEY CONTROL
 DN6811  ______________________________________________________________________
 DN6811* NAD 83(1986) POSITION- 44 49 39.80   (N) 093 33 34.96   (W)   HD_HELD1
 DN6811* NAVD 88 ORTHO HEIGHT -   280.125 (meters)      919.04  (feet) ADJUSTED
 DN6811  ______________________________________________________________________
 DN6811  GEOID HEIGHT    -        -26.761 (meters)                     GEOID18
 DN6811  DYNAMIC HEIGHT  -        280.122 (meters)      919.03  (feet) COMP
 DN6811  MODELED GRAVITY -    980,597.0   (mgal)                       NAVD 88
 DN6811
 DN6811  VERT ORDER      -  SECOND    CLASS I
 DN6811
 DN6811.The horizontal coordinates were determined by differentially corrected
 DN6811.hand held GPS observations or other comparable positioning techniques
 DN6811.and have an estimated accuracy of +/- 3 meters.
 DN6811
 DN6811.The orthometric height was determined by differential leveling and
 DN6811.adjusted by the NATIONAL GEODETIC SURVEY
 DN6811.in May 2020.
 DN6811
 DN6811.Significant digits in the geoid height do not necessarily reflect accuracy.
 DN6811.GEOID18 height accuracy estimate available here.
 DN6811
 DN6811.Click photographs - Photos may exist for this station.
 DN6811
 DN6811.The dynamic height is computed by dividing the NAVD 88
 DN6811.geopotential number by the normal gravity value computed on the
 DN6811.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN6811.degrees latitude (g = 980.6199 gals.).
 DN6811
 DN6811.The modeled gravity was interpolated from observed gravity values.
 DN6811
 DN6811;                    North         East    Units  Estimated Accuracy
 DN6811;SPC MN S     -   303,176.3     834,816.9     MT  (+/- 3 meters HH1 GPS) 
 DN6811
 DN6811_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK5575463965(NAD 83)
 DN6811
 DN6811                          SUPERSEDED SURVEY CONTROL
 DN6811
 DN6811  NAVD 88 (08/01/13)  280.123  (m)          919.04   (f) SUPERSEDED  2 1
 DN6811
 DN6811.Superseded values are not recommended for survey control.
 DN6811
 DN6811.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN6811.See file dsdata.pdf to determine how the superseded data were derived.
 DN6811
 DN6811_MARKER: DD = SURVEY DISK
 DN6811_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DN6811_SP_SET: BRIDGE ABUTMENT
 DN6811_STAMPING: 1013 AY 2008
 DN6811_MARK LOGO: MNDT
 DN6811_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DN6811_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DN6811_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DN6811+SATELLITE: SATELLITE OBSERVATIONS - October 11, 2017
 DN6811
 DN6811  HISTORY     - Date     Condition        Report By
 DN6811  HISTORY     - 20080408 MONUMENTED       MNDT
 DN6811  HISTORY     - 20171011 GOOD             MNDT
 DN6811
 DN6811                          STATION DESCRIPTION
 DN6811
 DN6811'DESCRIBED BY MN DEPT OF TRANSP 2008
 DN6811'THE STATION IS LOCATED 3.0 MI (4.8 KM) SOUTHWEST OF CHANHASSEN.
 DN6811'
 DN6811'TO REACH THE MARK GO 0.9 MI (1.4 KM) NORTH ALONG TRUNK HIGHWAY 41 FROM
 DN6811'THE JUNCTION OF TRUNK HIGHWAY 41 AND TRUNK HIGHWAY 212 IN CHASKA, THEN
 DN6811'2.3 MI (3.7 KM) EASTERLY ON PIONEER TRAIL.
 DN6811'
 DN6811'IT IS 26.3 FT (8.0 M) WEST OF THE SOUTHEAST CORNER OF BRIDGE, 13.0 FT
 DN6811'(4.0 M) SOUTH OF EASTBOUND PIONEER TRAIL, IN APPROACH PANEL IN
 DN6811'SOUTHEAST CORNER OF PIONEER TRAIL BRIDGE NUMBER 10041 OVER TRUNK
 DN6811'HIGHWAY 212.
 DN6811
 DN6811                          STATION RECOVERY (2017)
 DN6811
 DN6811'RECOVERY NOTE BY MN DEPT OF TRANSP 2017 (MPP)
 DN6811'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DN6809 ***********************************************************************
 DN6809  DESIGNATION -  1013 AZ
 DN6809  PID         -  DN6809
 DN6809  STATE/COUNTY-  MN/CARVER
 DN6809  COUNTRY     -  US
 DN6809  USGS QUAD   -  SHAKOPEE (2019)
 DN6809
 DN6809                         *CURRENT SURVEY CONTROL
 DN6809  ______________________________________________________________________
 DN6809* NAD 83(1986) POSITION- 44 49 29.47   (N) 093 33 47.28   (W)   HD_HELD1
 DN6809* NAVD 88 ORTHO HEIGHT -   277.350 (meters)      909.94  (feet) ADJUSTED
 DN6809  ______________________________________________________________________
 DN6809  GEOID HEIGHT    -        -26.760 (meters)                     GEOID18
 DN6809  DYNAMIC HEIGHT  -        277.347 (meters)      909.93  (feet) COMP
 DN6809  MODELED GRAVITY -    980,597.7   (mgal)                       NAVD 88
 DN6809
 DN6809  VERT ORDER      -  SECOND    CLASS I
 DN6809
 DN6809.The horizontal coordinates were determined by differentially corrected
 DN6809.hand held GPS observations or other comparable positioning techniques
 DN6809.and have an estimated accuracy of +/- 3 meters.
 DN6809
 DN6809.The orthometric height was determined by differential leveling and
 DN6809.adjusted by the NATIONAL GEODETIC SURVEY
 DN6809.in May 2020.
 DN6809
 DN6809.Significant digits in the geoid height do not necessarily reflect accuracy.
 DN6809.GEOID18 height accuracy estimate available here.
 DN6809
 DN6809.Click photographs - Photos may exist for this station.
 DN6809
 DN6809.The dynamic height is computed by dividing the NAVD 88
 DN6809.geopotential number by the normal gravity value computed on the
 DN6809.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN6809.degrees latitude (g = 980.6199 gals.).
 DN6809
 DN6809.The modeled gravity was interpolated from observed gravity values.
 DN6809
 DN6809;                    North         East    Units  Estimated Accuracy
 DN6809;SPC MN S     -   302,856.0     834,548.0     MT  (+/- 3 meters HH1 GPS) 
 DN6809
 DN6809_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK5548163648(NAD 83)
 DN6809
 DN6809                          SUPERSEDED SURVEY CONTROL
 DN6809
 DN6809  NAVD 88 (08/01/13)  277.350  (m)          909.94   (f) SUPERSEDED  2 1
 DN6809
 DN6809.Superseded values are not recommended for survey control.
 DN6809
 DN6809.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN6809.See file dsdata.pdf to determine how the superseded data were derived.
 DN6809
 DN6809_MARKER: DD = SURVEY DISK
 DN6809_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DN6809_SP_SET: BRIDGE ABUTMENT
 DN6809_STAMPING: 1013 AZ 2008
 DN6809_MARK LOGO: MNDT
 DN6809_MAGNETIC: N = NO MAGNETIC MATERIAL
 DN6809_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DN6809_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DN6809+SATELLITE: SATELLITE OBSERVATIONS - October 11, 2017
 DN6809
 DN6809  HISTORY     - Date     Condition        Report By
 DN6809  HISTORY     - 20080408 MONUMENTED       MNDT
 DN6809  HISTORY     - 20171011 GOOD             MNDT
 DN6809
 DN6809                          STATION DESCRIPTION
 DN6809
 DN6809'DESCRIBED BY MN DEPT OF TRANSP 2008
 DN6809'THE STATION IS LOCATED 3.0 MI (4.8 KM) NORTHEAST OF CHASKA.
 DN6809'
 DN6809'TO REACH THE MARK GO 2.15 MI (3.5 KM) NORTHEAST ALONG TRUNK HIGHWAY
 DN6809'212 FROM THE JUNCTION OF TRUNK HIGHWAY 212 AND TRUNK HIGHWAY 41 IN
 DN6809'CHASKA, AT TRUNK HIGHWAY 212 MILE POINT 151.50.
 DN6809'
 DN6809'IT IS 27.4 FT (8.4 M) OF NORTHEAST OF THE SOUTHEAST CORNER BRIDGE,
 DN6809'22.4 FT (6.8 M) SOUTHEAST OF WESTBOUND TRUNK HIGHWAY 212, IN APPROACH
 DN6809'PANEL IN SOUTHEAST CORNER OF EASTBOUND TRUNK HIGHWAY 212 BRIDGE NUMBER
 DN6809'10046 OVER BLUFF CREEK DRIVE.
 DN6809
 DN6809                          STATION RECOVERY (2017)
 DN6809
 DN6809'RECOVERY NOTE BY MN DEPT OF TRANSP 2017 (MPP)
 DN6809'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DN6810 ***********************************************************************
 DN6810  DESIGNATION -  1013 BA
 DN6810  PID         -  DN6810
 DN6810  STATE/COUNTY-  MN/CARVER
 DN6810  COUNTRY     -  US
 DN6810  USGS QUAD   -  SHAKOPEE (2019)
 DN6810
 DN6810                         *CURRENT SURVEY CONTROL
 DN6810  ______________________________________________________________________
 DN6810* NAD 83(1986) POSITION- 44 49 31.93   (N) 093 33 46.50   (W)   HD_HELD1
 DN6810* NAVD 88 ORTHO HEIGHT -   276.198 (meters)      906.16  (feet) ADJUSTED
 DN6810  ______________________________________________________________________
 DN6810  GEOID HEIGHT    -        -26.760 (meters)                     GEOID18
 DN6810  DYNAMIC HEIGHT  -        276.195 (meters)      906.15  (feet) COMP
 DN6810  MODELED GRAVITY -    980,597.6   (mgal)                       NAVD 88
 DN6810
 DN6810  VERT ORDER      -  SECOND    CLASS I
 DN6810
 DN6810.The horizontal coordinates were determined by differentially corrected
 DN6810.hand held GPS observations or other comparable positioning techniques
 DN6810.and have an estimated accuracy of +/- 3 meters.
 DN6810
 DN6810.The orthometric height was determined by differential leveling and
 DN6810.adjusted by the NATIONAL GEODETIC SURVEY
 DN6810.in May 2020.
 DN6810
 DN6810.Significant digits in the geoid height do not necessarily reflect accuracy.
 DN6810.GEOID18 height accuracy estimate available here.
 DN6810
 DN6810.Click photographs - Photos may exist for this station.
 DN6810
 DN6810.The dynamic height is computed by dividing the NAVD 88
 DN6810.geopotential number by the normal gravity value computed on the
 DN6810.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN6810.degrees latitude (g = 980.6199 gals.).
 DN6810
 DN6810.The modeled gravity was interpolated from observed gravity values.
 DN6810
 DN6810;                    North         East    Units  Estimated Accuracy
 DN6810;SPC MN S     -   302,932.0     834,564.8     MT  (+/- 3 meters HH1 GPS) 
 DN6810
 DN6810_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK5549963724(NAD 83)
 DN6810
 DN6810                          SUPERSEDED SURVEY CONTROL
 DN6810
 DN6810  NAVD 88 (08/01/13)  276.197  (m)          906.16   (f) SUPERSEDED  2 1
 DN6810
 DN6810.Superseded values are not recommended for survey control.
 DN6810
 DN6810.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN6810.See file dsdata.pdf to determine how the superseded data were derived.
 DN6810
 DN6810_MARKER: DD = SURVEY DISK
 DN6810_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DN6810_SP_SET: BRIDGE ABUTMENT
 DN6810_STAMPING: 1013 BA 2008
 DN6810_MARK LOGO: MNDT
 DN6810_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DN6810_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DN6810_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DN6810+SATELLITE: SATELLITE OBSERVATIONS - October 11, 2017
 DN6810
 DN6810  HISTORY     - Date     Condition        Report By
 DN6810  HISTORY     - 20080408 MONUMENTED       MNDT
 DN6810  HISTORY     - 20171011 GOOD             MNDT
 DN6810
 DN6810                          STATION DESCRIPTION
 DN6810
 DN6810'DESCRIBED BY MN DEPT OF TRANSP 2008
 DN6810'THE STATION IS LOCATED 3.0 MI (4.8 KM) NORTHEAST OF CHASKA.
 DN6810'
 DN6810'TO REACH THE MARK GO 2.15 MI (3.5 KM) NORTHEAST ALONG TRUNK HIGHWAY
 DN6810'212 FROM THE JUNCTION OF TRUNK HIGHWAY 212 AND TRUNK HIGHWAY 41 IN
 DN6810'CHASKA, AT TRUNK HIGHWAY 212 MILE POINT 151.55.
 DN6810'
 DN6810'IT IS 22.9 FT (7.0 M) SOUTHEAST OF THE NORTHEAST CORNER OF BRIDGE,
 DN6810'22.5 FT (6.9 M) NORTHWEST OF EASTBOUND TRUNK HIGHWAY 212, IN APPROACH
 DN6810'PANEL IN NORTHWEST CORNER OF WESTBOUND TRUNK HIGHWAY 212 BRIDGE NUMBER
 DN6810'10045 OVER BLUFF CREEK DRIVE.
 DN6810
 DN6810                          STATION RECOVERY (2017)
 DN6810
 DN6810'RECOVERY NOTE BY MN DEPT OF TRANSP 2017 (MPP)
 DN6810'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DN6808 ***********************************************************************
 DN6808  DESIGNATION -  1013 BC
 DN6808  PID         -  DN6808
 DN6808  STATE/COUNTY-  MN/CARVER
 DN6808  COUNTRY     -  US
 DN6808  USGS QUAD   -  SHAKOPEE (2019)
 DN6808
 DN6808                         *CURRENT SURVEY CONTROL
 DN6808  ______________________________________________________________________
 DN6808* NAD 83(1986) POSITION- 44 49 14.79   (N) 093 34 32.43   (W)   HD_HELD1
 DN6808* NAVD 88 ORTHO HEIGHT -   289.447 (meters)      949.63  (feet) ADJUSTED
 DN6808  ______________________________________________________________________
 DN6808  GEOID HEIGHT    -        -26.754 (meters)                     GEOID18
 DN6808  DYNAMIC HEIGHT  -        289.445 (meters)      949.62  (feet) COMP
 DN6808  MODELED GRAVITY -    980,599.4   (mgal)                       NAVD 88
 DN6808
 DN6808  VERT ORDER      -  SECOND    CLASS I
 DN6808
 DN6808.The horizontal coordinates were determined by differentially corrected
 DN6808.hand held GPS observations or other comparable positioning techniques
 DN6808.and have an estimated accuracy of +/- 3 meters.
 DN6808
 DN6808.The orthometric height was determined by differential leveling and
 DN6808.adjusted by the NATIONAL GEODETIC SURVEY
 DN6808.in May 2020.
 DN6808
 DN6808.Significant digits in the geoid height do not necessarily reflect accuracy.
 DN6808.GEOID18 height accuracy estimate available here.
 DN6808
 DN6808.Click photographs - Photos may exist for this station.
 DN6808
 DN6808.The dynamic height is computed by dividing the NAVD 88
 DN6808.geopotential number by the normal gravity value computed on the
 DN6808.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN6808.degrees latitude (g = 980.6199 gals.).
 DN6808
 DN6808.The modeled gravity was interpolated from observed gravity values.
 DN6808
 DN6808;                    North         East    Units  Estimated Accuracy
 DN6808;SPC MN S     -   302,397.6     833,558.6     MT  (+/- 3 meters HH1 GPS) 
 DN6808
 DN6808_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK5448663202(NAD 83)
 DN6808
 DN6808                          SUPERSEDED SURVEY CONTROL
 DN6808
 DN6808  NAVD 88 (08/01/13)  289.448  (m)          949.63   (f) SUPERSEDED  2 1
 DN6808
 DN6808.Superseded values are not recommended for survey control.
 DN6808
 DN6808.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN6808.See file dsdata.pdf to determine how the superseded data were derived.
 DN6808
 DN6808_MARKER: DD = SURVEY DISK
 DN6808_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DN6808_SP_SET: BRIDGE ABUTMENT
 DN6808_STAMPING: 1013 BC 2008
 DN6808_MARK LOGO: MNDT
 DN6808_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DN6808_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DN6808_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DN6808+SATELLITE: SATELLITE OBSERVATIONS - October 10, 2017
 DN6808
 DN6808  HISTORY     - Date     Condition        Report By
 DN6808  HISTORY     - 20080428 MONUMENTED       MNDT
 DN6808  HISTORY     - 20171010 GOOD             MNDT
 DN6808
 DN6808                          STATION DESCRIPTION
 DN6808
 DN6808'DESCRIBED BY MN DEPT OF TRANSP 2008
 DN6808'THE STATION IS LOCATED 2.25 MI (3.6 KM) NORTHEAST OF CHASKA.
 DN6808'
 DN6808'TO REACH THE MARK GO 0.9 MI (1.4 KM) NORTH ALONG TRUNK HIGHWAY 41
 DN6808'FROM THE JUNCTION OF TRUNK HIGHWAY 41 AND TRUNK HIGHWAY 212 IN CHASKA,
 DN6808'THEN 1.5 MI (2.4 KM) EASTERLY ON PIONEER TRAIL.
 DN6808'
 DN6808'IT IS 0.2 MI (0.3 KM) SOUTHWEST ON AUDUBON ROAD, 24.3 FT (7.4 M) NORTH
 DN6808'OF THE SOUTHEAST CORNER OF BRIDGE, 18.7 FT (5.7 M) SOUTHEAST OF
 DN6808'NORTHBOUND AUDUBON ROAD, 7.0 FT (2.1 M) NORTHWEST OF BRIDGE RAIL, 2.7
 DN6808'FT (0.8 M) SOUTHEAST OF JAY BARRIER, IN APPROACH PANEL IN SOUTHEAST
 DN6808'CORNER OF AUDUBON ROAD BRIDGE NUMBER 10037 OVER TRUNK HIGHWAY 212.
 DN6808
 DN6808                          STATION RECOVERY (2017)
 DN6808
 DN6808'RECOVERY NOTE BY MN DEPT OF TRANSP 2017 (MPP)
 DN6808'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DN6807 ***********************************************************************
 DN6807  DESIGNATION -  1013 BD
 DN6807  PID         -  DN6807
 DN6807  STATE/COUNTY-  MN/CARVER
 DN6807  COUNTRY     -  US
 DN6807  USGS QUAD   -  SHAKOPEE (2019)
 DN6807
 DN6807                         *CURRENT SURVEY CONTROL
 DN6807  ______________________________________________________________________
 DN6807* NAD 83(1986) POSITION- 44 49 10.65   (N) 093 35 16.67   (W)   HD_HELD1
 DN6807* NAVD 88 ORTHO HEIGHT -   280.995 (meters)      921.90  (feet) ADJUSTED
 DN6807  ______________________________________________________________________
 DN6807  GEOID HEIGHT    -        -26.750 (meters)                     GEOID18
 DN6807  DYNAMIC HEIGHT  -        280.992 (meters)      921.89  (feet) COMP
 DN6807  MODELED GRAVITY -    980,600.0   (mgal)                       NAVD 88
 DN6807
 DN6807  VERT ORDER      -  SECOND    CLASS I
 DN6807
 DN6807.The horizontal coordinates were determined by differentially corrected
 DN6807.hand held GPS observations or other comparable positioning techniques
 DN6807.and have an estimated accuracy of +/- 3 meters.
 DN6807
 DN6807.The orthometric height was determined by differential leveling and
 DN6807.adjusted by the NATIONAL GEODETIC SURVEY
 DN6807.in May 2020.
 DN6807
 DN6807.Significant digits in the geoid height do not necessarily reflect accuracy.
 DN6807.GEOID18 height accuracy estimate available here.
 DN6807
 DN6807.Click photographs - Photos may exist for this station.
 DN6807
 DN6807.The dynamic height is computed by dividing the NAVD 88
 DN6807.geopotential number by the normal gravity value computed on the
 DN6807.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN6807.degrees latitude (g = 980.6199 gals.).
 DN6807
 DN6807.The modeled gravity was interpolated from observed gravity values.
 DN6807
 DN6807;                    North         East    Units  Estimated Accuracy
 DN6807;SPC MN S     -   302,264.9     832,587.3     MT  (+/- 3 meters HH1 GPS) 
 DN6807
 DN6807_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK5351463081(NAD 83)
 DN6807
 DN6807                          SUPERSEDED SURVEY CONTROL
 DN6807
 DN6807  NAVD 88 (08/01/13)  280.995  (m)          921.90   (f) SUPERSEDED  2 1
 DN6807
 DN6807.Superseded values are not recommended for survey control.
 DN6807
 DN6807.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN6807.See file dsdata.pdf to determine how the superseded data were derived.
 DN6807
 DN6807_MARKER: DD = SURVEY DISK
 DN6807_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DN6807_SP_SET: BRIDGE RAILING
 DN6807_STAMPING: 1013 BD 2008
 DN6807_MARK LOGO: MNDT
 DN6807_MAGNETIC: N = NO MAGNETIC MATERIAL
 DN6807_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DN6807_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DN6807+SATELLITE: SATELLITE OBSERVATIONS - October 10, 2017
 DN6807
 DN6807  HISTORY     - Date     Condition        Report By
 DN6807  HISTORY     - 20080428 MONUMENTED       MNDT
 DN6807  HISTORY     - 20171010 GOOD             MNDT
 DN6807
 DN6807                          STATION DESCRIPTION
 DN6807
 DN6807'DESCRIBED BY MN DEPT OF TRANSP 2008
 DN6807'THE STATION IS LOCATED 2.25 MI (3.6 KM) NORTHEAST OF CHASKA.
 DN6807'
 DN6807'TO REACH THE MARK GO 0.45 MI (0.7 KM) NORTHEAST ALONG TRUNK HIGHWAY
 DN6807'212  FROM THE JUNCTION OF TRUNK HIGHWAY 212 AND TRUNK HIGHWAY 41 IN
 DN6807'CHASKA, AT TRUNK HIGHWAY 212 MILE POINT 150.15.
 DN6807'
 DN6807'IT IS 7.2 FT (2.2 M) EAST OF PEDESTRIAN BRIDGE, IN BRIDGE RAIL IN
 DN6807'SOUTHEAST CORNER OF PEDESTRIAN BRIDGE NUMBER 10048 OVER TRUNK HIGHWAY
 DN6807'212.
 DN6807
 DN6807                          STATION RECOVERY (2017)
 DN6807
 DN6807'RECOVERY NOTE BY MN DEPT OF TRANSP 2017 (MPP)
 DN6807'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DN6806 ***********************************************************************
 DN6806  DESIGNATION -  1013 BF
 DN6806  PID         -  DN6806
 DN6806  STATE/COUNTY-  MN/CARVER
 DN6806  COUNTRY     -  US
 DN6806  USGS QUAD   -  SHAKOPEE (2019)
 DN6806
 DN6806                         *CURRENT SURVEY CONTROL
 DN6806  ______________________________________________________________________
 DN6806* NAD 83(1986) POSITION- 44 49 03.22   (N) 093 35 47.62   (W)   HD_HELD1
 DN6806* NAVD 88 ORTHO HEIGHT -   274.493 (meters)      900.57  (feet) ADJUSTED
 DN6806  ______________________________________________________________________
 DN6806  GEOID HEIGHT    -        -26.750 (meters)                     GEOID18
 DN6806  DYNAMIC HEIGHT  -        274.490 (meters)      900.56  (feet) COMP
 DN6806  MODELED GRAVITY -    980,600.2   (mgal)                       NAVD 88
 DN6806
 DN6806  VERT ORDER      -  SECOND    CLASS I
 DN6806
 DN6806.The horizontal coordinates were determined by differentially corrected
 DN6806.hand held GPS observations or other comparable positioning techniques
 DN6806.and have an estimated accuracy of +/- 3 meters.
 DN6806
 DN6806.The orthometric height was determined by differential leveling and
 DN6806.adjusted by the NATIONAL GEODETIC SURVEY
 DN6806.in May 2020.
 DN6806
 DN6806.Significant digits in the geoid height do not necessarily reflect accuracy.
 DN6806.GEOID18 height accuracy estimate available here.
 DN6806
 DN6806.Click photographs - Photos may exist for this station.
 DN6806
 DN6806.The dynamic height is computed by dividing the NAVD 88
 DN6806.geopotential number by the normal gravity value computed on the
 DN6806.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN6806.degrees latitude (g = 980.6199 gals.).
 DN6806
 DN6806.The modeled gravity was interpolated from observed gravity values.
 DN6806
 DN6806;                    North         East    Units  Estimated Accuracy
 DN6806;SPC MN S     -   302,032.1     831,908.5     MT  (+/- 3 meters HH1 GPS) 
 DN6806
 DN6806_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK5283262857(NAD 83)
 DN6806
 DN6806                          SUPERSEDED SURVEY CONTROL
 DN6806
 DN6806  NAVD 88 (08/01/13)  274.493  (m)          900.57   (f) SUPERSEDED  2 1
 DN6806
 DN6806.Superseded values are not recommended for survey control.
 DN6806
 DN6806.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN6806.See file dsdata.pdf to determine how the superseded data were derived.
 DN6806
 DN6806_MARKER: DD = SURVEY DISK
 DN6806_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DN6806_SP_SET: BRIDGE ABUTMENT
 DN6806_STAMPING: 1013 BF 2008
 DN6806_MARK LOGO: MNDT
 DN6806_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DN6806_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DN6806_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DN6806+SATELLITE: SATELLITE OBSERVATIONS - October 10, 2017
 DN6806
 DN6806  HISTORY     - Date     Condition        Report By
 DN6806  HISTORY     - 20080404 MONUMENTED       MNDT
 DN6806  HISTORY     - 20171010 GOOD             MNDT
 DN6806
 DN6806                          STATION DESCRIPTION
 DN6806
 DN6806'DESCRIBED BY MN DEPT OF TRANSP 2008
 DN6806'THE STATION IS LOCATION 2.0 MI (3.2 KM) NORTH-NORTHEAST OF CHASKA.
 DN6806'
 DN6806'TO REACH THE MARK GO 0.3 MI (0.5 KM) NORTHEAST ALONG TRUNK HIGHWAY 212
 DN6806'FROM THE JUNCTION OF TRUNK HIGHWAY 212 AND TRUNK HIGHWAY 41 IN CHASKA,
 DN6806'AT TRUNK HIGHWAY 212 MILE POINT 149.70.
 DN6806'
 DN6806'IT IS 22.0 FT (6.7 M) NORTHWEST OF WESTBOUND TRUNK HIGHWAY 212, 21.0
 DN6806'FT (6.4 M) SOUTHWEST OF THE NORTHEAST CORNER OF BRIDGE, IN APPROACH
 DN6806'PANEL IN NORTHEAST CORNER OF WESTBOUND TRUNK HIGHWAY 212 BRIDGE NUMBER
 DN6806'10035 OVER CREEK.
 DN6806
 DN6806                          STATION RECOVERY (2017)
 DN6806
 DN6806'RECOVERY NOTE BY MN DEPT OF TRANSP 2017 (MPP)
 DN6806'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DN6802 ***********************************************************************
 DN6802  DESIGNATION -  1013 BG
 DN6802  PID         -  DN6802
 DN6802  STATE/COUNTY-  MN/CARVER
 DN6802  COUNTRY     -  US
 DN6802  USGS QUAD   -  SHAKOPEE (2019)
 DN6802
 DN6802                         *CURRENT SURVEY CONTROL
 DN6802  ______________________________________________________________________
 DN6802* NAD 83(1986) POSITION- 44 48 56.59   (N) 093 36 09.50   (W)   HD_HELD1
 DN6802* NAVD 88 ORTHO HEIGHT -   279.656 (meters)      917.50  (feet) ADJUSTED
 DN6802  ______________________________________________________________________
 DN6802  GEOID HEIGHT    -        -26.751 (meters)                     GEOID18
 DN6802  DYNAMIC HEIGHT  -        279.654 (meters)      917.50  (feet) COMP
 DN6802  MODELED GRAVITY -    980,600.1   (mgal)                       NAVD 88
 DN6802
 DN6802  VERT ORDER      -  SECOND    CLASS I
 DN6802
 DN6802.The horizontal coordinates were determined by differentially corrected
 DN6802.hand held GPS observations or other comparable positioning techniques
 DN6802.and have an estimated accuracy of +/- 3 meters.
 DN6802
 DN6802.The orthometric height was determined by differential leveling and
 DN6802.adjusted by the NATIONAL GEODETIC SURVEY
 DN6802.in May 2020.
 DN6802
 DN6802.Significant digits in the geoid height do not necessarily reflect accuracy.
 DN6802.GEOID18 height accuracy estimate available here.
 DN6802
 DN6802.Click photographs - Photos may exist for this station.
 DN6802
 DN6802.The dynamic height is computed by dividing the NAVD 88
 DN6802.geopotential number by the normal gravity value computed on the
 DN6802.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN6802.degrees latitude (g = 980.6199 gals.).
 DN6802
 DN6802.The modeled gravity was interpolated from observed gravity values.
 DN6802
 DN6802;                    North         East    Units  Estimated Accuracy
 DN6802;SPC MN S     -   301,825.1     831,428.8     MT  (+/- 3 meters HH1 GPS) 
 DN6802
 DN6802_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK5235062656(NAD 83)
 DN6802
 DN6802                          SUPERSEDED SURVEY CONTROL
 DN6802
 DN6802  NAVD 88 (08/01/13)  279.662  (m)          917.52   (f) SUPERSEDED  2 1
 DN6802
 DN6802.Superseded values are not recommended for survey control.
 DN6802
 DN6802.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN6802.See file dsdata.pdf to determine how the superseded data were derived.
 DN6802
 DN6802_MARKER: DD = SURVEY DISK
 DN6802_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DN6802_SP_SET: BRIDGE ABUTMENT
 DN6802_STAMPING: 1013 BG 2008
 DN6802_MARK LOGO: MNDT
 DN6802_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DN6802_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DN6802_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DN6802+SATELLITE: SATELLITE OBSERVATIONS - October 10, 2017
 DN6802
 DN6802  HISTORY     - Date     Condition        Report By
 DN6802  HISTORY     - 20080408 MONUMENTED       MNDT
 DN6802  HISTORY     - 20171010 GOOD             MNDT
 DN6802
 DN6802                          STATION DESCRIPTION
 DN6802
 DN6802'DESCRIBED BY MN DEPT OF TRANSP 2008
 DN6802'THE STATION IS LOCATED 2.0 MI (3.2 KM) NORTH OF CHASKA.
 DN6802'
 DN6802'TO REACH THE MARK AT THE JUNCTION OF TRUNK HIGHWAY 41 AND TRUNK
 DN6802'HIGHWAY 212 IN CHASKA.
 DN6802'
 DN6802'IT IS 20.5 FT (6.2 M) SOUTH OF THE NORTHEAST CORNER OF BRIDGE, 19.0 FT
 DN6802'(5.8 M) WEST OF SOUTHBOUND TRUNK HIGHWAY 41, IN APPROACH PANEL IN
 DN6802'NORTHWEST CORNER OF TRUNK HIGHWAY 41 BRIDGE NUMBER 10032 OVER TRUNK
 DN6802'HIGHWAY 212.
 DN6802
 DN6802                          STATION RECOVERY (2017)
 DN6802
 DN6802'RECOVERY NOTE BY MN DEPT OF TRANSP 2017 (MPP)
 DN6802'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DN6794 ***********************************************************************
 DN6794  DESIGNATION -  1013 BH
 DN6794  PID         -  DN6794
 DN6794  STATE/COUNTY-  MN/CARVER
 DN6794  COUNTRY     -  US
 DN6794  USGS QUAD   -  VICTORIA (2019)
 DN6794
 DN6794                         *CURRENT SURVEY CONTROL
 DN6794  ______________________________________________________________________
 DN6794* NAD 83(2011) POSITION- 44 46 39.49209(N) 093 41 02.40479(W)   ADJUSTED
 DN6794* NAD 83(2011) ELLIP HT-   267.314 (meters)        (06/10/20)   ADJUSTED
 DN6794* NAD 83(2011) EPOCH   -  2010.00
 DN6794* NAVD 88 ORTHO HEIGHT -   294.170 (meters)      965.12  (feet) ADJUSTED
 DN6794  ______________________________________________________________________
 DN6794  GEOID HEIGHT    -        -26.854 (meters)                     GEOID18
 DN6794  NAD 83(2011) X  -   -291,404.483 (meters)                     COMP
 DN6794  NAD 83(2011) Y  - -4,525,848.515 (meters)                     COMP
 DN6794  NAD 83(2011) Z  -  4,470,029.411 (meters)                     COMP
 DN6794  LAPLACE CORR    -          4.46  (seconds)                    DEFLEC18
 DN6794  DYNAMIC HEIGHT  -        294.163 (meters)      965.10  (feet) COMP
 DN6794  MODELED GRAVITY -    980,585.7   (mgal)                       NAVD 88
 DN6794
 DN6794  VERT ORDER      -  SECOND    CLASS I
 DN6794
 DN6794  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DN6794  Standards:
 DN6794         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DN6794            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DN6794  -------------------------------------------------------------------
 DN6794  NETWORK    0.43   0.84           0.20   0.14   0.43      0.10412142
 DN6794  -------------------------------------------------------------------
 DN6794  Click here for local accuracies and other accuracy information.
 DN6794
 DN6794.The horizontal coordinates were established by GPS observations
 DN6794.and adjusted by the MN DEPT OF TRANSP in June 2020.
 DN6794
 DN6794.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DN6794.been affixed to the stable North American tectonic plate. See 
 DN6794.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DN6794
 DN6794.The horizontal coordinates are valid at the epoch date displayed above
 DN6794.which is a decimal equivalence of Year/Month/Day.
 DN6794
 DN6794.The orthometric height was determined by differential leveling and
 DN6794.adjusted by the NATIONAL GEODETIC SURVEY
 DN6794.in May 2020.
 DN6794
 DN6794.Significant digits in the geoid height do not necessarily reflect accuracy.
 DN6794.GEOID18 height accuracy estimate available here.
 DN6794
 DN6794.Click photographs - Photos may exist for this station.
 DN6794
 DN6794.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DN6794
 DN6794.The Laplace correction was computed from DEFLEC18 derived deflections.
 DN6794
 DN6794.The ellipsoidal height was determined by GPS observations
 DN6794.and is referenced to NAD 83.
 DN6794
 DN6794.The dynamic height is computed by dividing the NAVD 88
 DN6794.geopotential number by the normal gravity value computed on the
 DN6794.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN6794.degrees latitude (g = 980.6199 gals.).
 DN6794
 DN6794.The modeled gravity was interpolated from observed gravity values.
 DN6794
 DN6794. The following values were computed from the NAD 83(2011) position.
 DN6794
 DN6794;                    North         East     Units Scale Factor Converg.
 DN6794;SPC MN S     -   297,565.317   825,009.955   MT  0.99993363   +0 13 17.4
 DN6794;SPC MN S     -   976,262.21  2,706,720.16   sFT  0.99993363   +0 13 17.4
 DN6794;UTM  15      - 4,958,476.673   445,882.110   MT  0.99963601   -0 28 54.5
 DN6794
 DN6794!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DN6794!SPC MN S     -   0.99995809  x   0.99993363  =   0.99989172
 DN6794!UTM  15      -   0.99995809  x   0.99963601  =   0.99959411
 DN6794
 DN6794_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK4588258476(NAD 83)
 DN6794
 DN6794                          SUPERSEDED SURVEY CONTROL
 DN6794
 DN6794  NAVD 88 (08/01/13)  294.179  (m)          965.15   (f) SUPERSEDED  2 1
 DN6794
 DN6794.Superseded values are not recommended for survey control.
 DN6794
 DN6794.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN6794.See file dsdata.pdf to determine how the superseded data were derived.
 DN6794
 DN6794_MARKER: I = METAL ROD
 DN6794_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DN6794_STAMPING: 1013 BH 2008
 DN6794_MARK LOGO: MNDT
 DN6794_PROJECTION: FLUSH
 DN6794_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DN6794_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DN6794_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DN6794+SATELLITE: SATELLITE OBSERVATIONS - April 03, 2018
 DN6794_ROD/PIPE-DEPTH: 7.6 meters
 DN6794
 DN6794  HISTORY     - Date     Condition        Report By
 DN6794  HISTORY     - 20080428 MONUMENTED       MNDT
 DN6794  HISTORY     - 20130827 GOOD             MNDT
 DN6794  HISTORY     - 20170705 GOOD             MNDT
 DN6794  HISTORY     - 20171009 GOOD             MNDT
 DN6794  HISTORY     - 20180403 GOOD             MNDT
 DN6794
 DN6794                          STATION DESCRIPTION
 DN6794
 DN6794'DESCRIBED BY MN DEPT OF TRANSP 2008
 DN6794'THE STATION IS LOCATED 5.0 MI (8.0 KM) EAST OF COLOGNE.
 DN6794'
 DN6794'TO REACH THE MARK GO 5.0 MI (8.0 KM) EAST ALONG TRUNK HIGHWAY 212 FROM
 DN6794'THE JUNCTION OF TRUNK HIGHWAY 212 AND TRUNK HIGHWAY 284 IN COLOGNE TO
 DN6794'TRUNK HIGHWAY 212 MILE POINT 143.6.
 DN6794'
 DN6794'IT IS 0.1 MI (0.2 KM) NORTH ON COUNTY ROAD 43, 53.6 FT (16.3 M) WEST
 DN6794'OF COUNTY ROAD 43, 30.7 FT (9.4 M) NORTH OF A FIELD ENTRANCE, 1.0 FT
 DN6794'(0.3 M) EAST OF A WITNESS POST.
 DN6794'
 DN6794'NOTE - THE STATION MARK CONSISTS OF A 3/4 INCH (19 MM) DIAMETER
 DN6794'ALUMINUM ROD DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL MARK
 DN6794'REMOVABLE DISK SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY
 DN6794'A SIX-INCH PVC PIPE BACKFILLED WITH WASHED SAND.
 DN6794
 DN6794                          STATION RECOVERY (2013)
 DN6794
 DN6794'RECOVERY NOTE BY MN DEPT OF TRANSP 2013 (LS)
 DN6794'RECOVERED AS DESCRIBED.
 DN6794
 DN6794                          STATION RECOVERY (2017)
 DN6794
 DN6794'RECOVERY NOTE BY MN DEPT OF TRANSP 2017 (LLS)
 DN6794'RECOVERED AS DESCRIBED.
 DN6794'
 DN6794'NOTE-THE STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM ROD
 DN6794'DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION REMOVABLE DISK
 DN6794'SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH PVC
 DN6794'PIPE BACK FILLED WITH WASHED SAND.
 DN6794
 DN6794                          STATION RECOVERY (2017)
 DN6794
 DN6794'RECOVERY NOTE BY MN DEPT OF TRANSP 2017 (MPP)
 DN6794'RECOVERED AS DESCRIBED.
 DN6794'
 DN6794'NOTE-THE STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM ROD
 DN6794'DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION REMOVABLE DISK
 DN6794'SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH PVC
 DN6794'PIPE BACK FILLED WITH WASHED SAND.
 DN6794
 DN6794                          STATION RECOVERY (2018)
 DN6794
 DN6794'RECOVERY NOTE BY MN DEPT OF TRANSP 2018 (KXS)
 DN6794'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DN6793 ***********************************************************************
 DN6793  DESIGNATION -  1013 BJ
 DN6793  PID         -  DN6793
 DN6793  STATE/COUNTY-  MN/CARVER
 DN6793  COUNTRY     -  US
 DN6793  USGS QUAD   -  VICTORIA (2019)
 DN6793
 DN6793                         *CURRENT SURVEY CONTROL
 DN6793  ______________________________________________________________________
 DN6793* NAD 83(2011) POSITION- 44 46 36.58369(N) 093 41 58.93195(W)   ADJUSTED
 DN6793* NAD 83(2011) ELLIP HT-   275.581 (meters)        (06/10/20)   ADJUSTED
 DN6793* NAD 83(2011) EPOCH   -  2010.00
 DN6793* NAVD 88 ORTHO HEIGHT -   302.468 (meters)      992.35  (feet) ADJUSTED
 DN6793  ______________________________________________________________________
 DN6793  GEOID HEIGHT    -        -26.885 (meters)                     GEOID18
 DN6793  NAD 83(2011) X  -   -292,649.246 (meters)                     COMP
 DN6793  NAD 83(2011) Y  - -4,525,837.448 (meters)                     COMP
 DN6793  NAD 83(2011) Z  -  4,469,971.502 (meters)                     COMP
 DN6793  LAPLACE CORR    -          5.37  (seconds)                    DEFLEC18
 DN6793  DYNAMIC HEIGHT  -        302.461 (meters)      992.32  (feet) COMP
 DN6793  MODELED GRAVITY -    980,583.3   (mgal)                       NAVD 88
 DN6793
 DN6793  VERT ORDER      -  SECOND    CLASS I
 DN6793
 DN6793  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DN6793  Standards:
 DN6793         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DN6793            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DN6793  -------------------------------------------------------------------
 DN6793  NETWORK    0.44   0.84           0.20   0.15   0.43      0.10190359
 DN6793  -------------------------------------------------------------------
 DN6793  Click here for local accuracies and other accuracy information.
 DN6793
 DN6793.The horizontal coordinates were established by GPS observations
 DN6793.and adjusted by the MN DEPT OF TRANSP in June 2020.
 DN6793
 DN6793.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DN6793.been affixed to the stable North American tectonic plate. See 
 DN6793.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DN6793
 DN6793.The horizontal coordinates are valid at the epoch date displayed above
 DN6793.which is a decimal equivalence of Year/Month/Day.
 DN6793
 DN6793.The orthometric height was determined by differential leveling and
 DN6793.adjusted by the NATIONAL GEODETIC SURVEY
 DN6793.in May 2020.
 DN6793
 DN6793.Significant digits in the geoid height do not necessarily reflect accuracy.
 DN6793.GEOID18 height accuracy estimate available here.
 DN6793
 DN6793.Click photographs - Photos may exist for this station.
 DN6793
 DN6793.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DN6793
 DN6793.The Laplace correction was computed from DEFLEC18 derived deflections.
 DN6793
 DN6793.The ellipsoidal height was determined by GPS observations
 DN6793.and is referenced to NAD 83.
 DN6793
 DN6793.The dynamic height is computed by dividing the NAVD 88
 DN6793.geopotential number by the normal gravity value computed on the
 DN6793.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN6793.degrees latitude (g = 980.6199 gals.).
 DN6793
 DN6793.The modeled gravity was interpolated from observed gravity values.
 DN6793
 DN6793. The following values were computed from the NAD 83(2011) position.
 DN6793
 DN6793;                    North         East     Units Scale Factor Converg.
 DN6793;SPC MN S     -   297,470.860   823,767.545   MT  0.99993356   +0 12 37.8
 DN6793;SPC MN S     -   975,952.31  2,702,644.02   sFT  0.99993356   +0 12 37.8
 DN6793;UTM  15      - 4,958,397.497   444,639.003   MT  0.99963769   -0 29 34.2
 DN6793
 DN6793!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DN6793!SPC MN S     -   0.99995679  x   0.99993356  =   0.99989036
 DN6793!UTM  15      -   0.99995679  x   0.99963769  =   0.99959450
 DN6793
 DN6793_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK4463958397(NAD 83)
 DN6793
 DN6793                          SUPERSEDED SURVEY CONTROL
 DN6793
 DN6793  NAVD 88 (08/01/13)  302.479  (m)          992.38   (f) SUPERSEDED  2 1
 DN6793
 DN6793.Superseded values are not recommended for survey control.
 DN6793
 DN6793.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN6793.See file dsdata.pdf to determine how the superseded data were derived.
 DN6793
 DN6793_MARKER: I = METAL ROD
 DN6793_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DN6793_STAMPING: 1013 BJ 2008
 DN6793_MARK LOGO: MNDT
 DN6793_PROJECTION: RECESSED 5 CENTIMETERS
 DN6793_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DN6793_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DN6793_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DN6793+SATELLITE: SATELLITE OBSERVATIONS - April 03, 2018
 DN6793_ROD/PIPE-DEPTH: 6.7 meters
 DN6793
 DN6793  HISTORY     - Date     Condition        Report By
 DN6793  HISTORY     - 20080428 MONUMENTED       MNDT
 DN6793  HISTORY     - 20171009 GOOD             MNDT
 DN6793  HISTORY     - 20180403 GOOD             MNDT
 DN6793
 DN6793                          STATION DESCRIPTION
 DN6793
 DN6793'DESCRIBED BY MN DEPT OF TRANSP 2008
 DN6793'THE STATION IS LOCATED 4.0 MI (6.4 KM) EAST OF COLOGNE.
 DN6793'
 DN6793'TO REACH THE MARK GO 4.25 MI (6.8 KM) EAST ALONG TRUNK HIGHWAY 212
 DN6793'FROM THE JUNCTION OF TRUNK HIGHWAY 212 AND TRUNK HIGHWAY 284 IN
 DN6793'COLOGNE, AT TRUNK HIGHWAY 212 MILE POINT 142.8.
 DN6793'
 DN6793'IT IS 153.3 FT (46.7 M) NORTH OF TRUNK HIGHWAY 212, 136.4 FT (41.6 M)
 DN6793'NORTHEAST OF POWER POLE WITH TRANSFORMER, 96.2 FT (29.3 M) NORTHEAST
 DN6793'OF THE NORTHEAST CORNER OF BRICK HOUSE, 20.7 FT (6.3 M) SOUTHEAST OF
 DN6793'THE NORTHEAST CORNER OF PARKING LOT, 111.9 FT (34.1 M) NORTH-NORTHWEST
 DN6793'OF A WITNESS POST.
 DN6793
 DN6793                          STATION RECOVERY (2017)
 DN6793
 DN6793'RECOVERY NOTE BY MN DEPT OF TRANSP 2017 (MPP)
 DN6793'RECOVERED AS DESCRIBED.
 DN6793
 DN6793                          STATION RECOVERY (2018)
 DN6793
 DN6793'RECOVERY NOTE BY MN DEPT OF TRANSP 2018 (KXS)
 DN6793'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DN6792 ***********************************************************************
 DN6792  DESIGNATION -  1013 BK
 DN6792  PID         -  DN6792
 DN6792  STATE/COUNTY-  MN/CARVER
 DN6792  COUNTRY     -  US
 DN6792  USGS QUAD   -  VICTORIA (2019)
 DN6792
 DN6792                         *CURRENT SURVEY CONTROL
 DN6792  ______________________________________________________________________
 DN6792* NAD 83(2011) POSITION- 44 46 33.49194(N) 093 42 56.16872(W)   ADJUSTED
 DN6792* NAD 83(2011) ELLIP HT-   259.886 (meters)        (06/10/20)   ADJUSTED
 DN6792* NAD 83(2011) EPOCH   -  2010.00
 DN6792* NAVD 88 ORTHO HEIGHT -   286.808 (meters)      940.97  (feet) ADJUSTED
 DN6792  ______________________________________________________________________
 DN6792  GEOID HEIGHT    -        -26.922 (meters)                     GEOID18
 DN6792  NAD 83(2011) X  -   -293,908.751 (meters)                     COMP
 DN6792  NAD 83(2011) Y  - -4,525,812.031 (meters)                     COMP
 DN6792  NAD 83(2011) Z  -  4,469,892.696 (meters)                     COMP
 DN6792  LAPLACE CORR    -          6.22  (seconds)                    DEFLEC18
 DN6792  DYNAMIC HEIGHT  -        286.800 (meters)      940.94  (feet) COMP
 DN6792  MODELED GRAVITY -    980,581.1   (mgal)                       NAVD 88
 DN6792
 DN6792  VERT ORDER      -  SECOND    CLASS I
 DN6792
 DN6792  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DN6792  Standards:
 DN6792         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DN6792            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DN6792  -------------------------------------------------------------------
 DN6792  NETWORK    0.45   0.90           0.21   0.15   0.46      0.10188506
 DN6792  -------------------------------------------------------------------
 DN6792  Click here for local accuracies and other accuracy information.
 DN6792
 DN6792.The horizontal coordinates were established by GPS observations
 DN6792.and adjusted by the MN DEPT OF TRANSP in June 2020.
 DN6792
 DN6792.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DN6792.been affixed to the stable North American tectonic plate. See 
 DN6792.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DN6792
 DN6792.The horizontal coordinates are valid at the epoch date displayed above
 DN6792.which is a decimal equivalence of Year/Month/Day.
 DN6792
 DN6792.The orthometric height was determined by differential leveling and
 DN6792.adjusted by the NATIONAL GEODETIC SURVEY
 DN6792.in May 2020.
 DN6792
 DN6792.Significant digits in the geoid height do not necessarily reflect accuracy.
 DN6792.GEOID18 height accuracy estimate available here.
 DN6792
 DN6792.Click photographs - Photos may exist for this station.
 DN6792
 DN6792.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DN6792
 DN6792.The Laplace correction was computed from DEFLEC18 derived deflections.
 DN6792
 DN6792.The ellipsoidal height was determined by GPS observations
 DN6792.and is referenced to NAD 83.
 DN6792
 DN6792.The dynamic height is computed by dividing the NAVD 88
 DN6792.geopotential number by the normal gravity value computed on the
 DN6792.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN6792.degrees latitude (g = 980.6199 gals.).
 DN6792
 DN6792.The modeled gravity was interpolated from observed gravity values.
 DN6792
 DN6792. The following values were computed from the NAD 83(2011) position.
 DN6792
 DN6792;                    North         East     Units Scale Factor Converg.
 DN6792;SPC MN S     -   297,370.928   822,509.518   MT  0.99993349   +0 11 57.6
 DN6792;SPC MN S     -   975,624.45  2,698,516.64   sFT  0.99993349   +0 11 57.6
 DN6792;UTM  15      - 4,958,313.041   443,380.215   MT  0.99963942   -0 30 14.5
 DN6792
 DN6792!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DN6792!SPC MN S     -   0.99995925  x   0.99993349  =   0.99989275
 DN6792!UTM  15      -   0.99995925  x   0.99963942  =   0.99959869
 DN6792
 DN6792_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK4338058313(NAD 83)
 DN6792
 DN6792                          SUPERSEDED SURVEY CONTROL
 DN6792
 DN6792  NAVD 88 (08/01/13)  286.818  (m)          941.00   (f) SUPERSEDED  2 1
 DN6792
 DN6792.Superseded values are not recommended for survey control.
 DN6792
 DN6792.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN6792.See file dsdata.pdf to determine how the superseded data were derived.
 DN6792
 DN6792_MARKER: I = METAL ROD
 DN6792_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DN6792_STAMPING: 1013 BK 2008
 DN6792_MARK LOGO: MNDT
 DN6792_PROJECTION: RECESSED 5 CENTIMETERS
 DN6792_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DN6792_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DN6792_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DN6792+SATELLITE: SATELLITE OBSERVATIONS - November 06, 2019
 DN6792_ROD/PIPE-DEPTH: 3.0 meters
 DN6792
 DN6792  HISTORY     - Date     Condition        Report By
 DN6792  HISTORY     - 20080428 MONUMENTED       MNDT
 DN6792  HISTORY     - 20171009 GOOD             MNDT
 DN6792  HISTORY     - 20180404 GOOD             MNDT
 DN6792  HISTORY     - 20191106 GOOD             MNDT
 DN6792
 DN6792                          STATION DESCRIPTION
 DN6792
 DN6792'DESCRIBED BY MN DEPT OF TRANSP 2008
 DN6792'THE STATION IS LOCATED 3.5 MI (5.6 KM) EAST OF COLOGNE.
 DN6792'
 DN6792'TO REACH THE MARK GO 3.5 MI (5.6 KM) EAST ALONG TRUNK HIGHWAY 212 FROM
 DN6792'THE JUNCTION OF TRUNK HIGHWAY 212 AND TRUNK HIGHWAY 284 IN COLOGNE, AT
 DN6792'TRUNK HIGHWAY 212 MILE POINT 142.0.
 DN6792'
 DN6792'IT IS 53.7 FT (16.4 M) SOUTH OF TRUNK HIGHWAY 212, 24.1 FT (7.3 M)
 DN6792'SOUTH OF TRUNK HIGHWAY 212 MILEPOST 142, 14.9 FT (4.5 M) WEST OF A
 DN6792'FIELD ENTRANCE, 13.7 FT (4.2 M) EAST-NORTHEAST OF A WITNESS POST.
 DN6792'
 DN6792'NOTE - THE STATION MARK CONSISTS OF A 3/4 INCH (19 MM) DIAMETER
 DN6792'ALUMINUM ROD DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL MARK
 DN6792'REMOVABLE DISK SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY
 DN6792'A SIX-INCH PVC PIPE BACKFILLED WITH WASHED SAND.
 DN6792
 DN6792                          STATION RECOVERY (2017)
 DN6792
 DN6792'RECOVERY NOTE BY MN DEPT OF TRANSP 2017 (MPP)
 DN6792'RECOVERED AS DESCRIBED.
 DN6792'
 DN6792'NOTE-THE STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM ROD
 DN6792'DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION REMOVABLE DISK
 DN6792'SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH PVC
 DN6792'PIPE BACK FILLED WITH WASHED SAND.
 DN6792
 DN6792                          STATION RECOVERY (2018)
 DN6792
 DN6792'RECOVERY NOTE BY MN DEPT OF TRANSP 2018 (KXJ)
 DN6792'RECOVERED AS DESCRIBED.
 DN6792
 DN6792                          STATION RECOVERY (2019)
 DN6792
 DN6792'RECOVERY NOTE BY MN DEPT OF TRANSP 2019 (MPP)
 DN6792'3.5 MI (5.6 KM) EAST OF COLOGNE, 3.5 MI (5.6 KM) EAST ALONG TRUNK
 DN6792'HIGHWAY 212 FROM THE JUNCTION OF TRUNK HIGHWAY 212 AND TRUNK HIGHWAY
 DN6792'284 IN COLOGNE, AT TRUNK HIGHWAY 212 MILE POINT 142.0, 53.7 FT (16.4
 DN6792'M) SOUTH OF TRUNK HIGHWAY 212, 24.1 FT (7.3 M) SOUTH OF TRUNK HIGHWAY
 DN6792'212 MILEPOST 142, 14.9 FT (4.5 M) WEST OF A FIELD ENTRANCE, 13.7 FT
 DN6792'(4.2 M) EAST-NORTHEAST OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DN6791 ***********************************************************************
 DN6791  DESIGNATION -  1013 BL
 DN6791  PID         -  DN6791
 DN6791  STATE/COUNTY-  MN/CARVER
 DN6791  COUNTRY     -  US
 DN6791  USGS QUAD   -  VICTORIA (2019)
 DN6791
 DN6791                         *CURRENT SURVEY CONTROL
 DN6791  ______________________________________________________________________
 DN6791* NAD 83(2011) POSITION- 44 46 31.94819(N) 093 44 45.97427(W)   ADJUSTED
 DN6791* NAD 83(2011) ELLIP HT-   260.365 (meters)        (06/10/20)   ADJUSTED
 DN6791* NAD 83(2011) EPOCH   -  2010.00
 DN6791* NAVD 88 ORTHO HEIGHT -   287.357 (meters)      942.77  (feet) ADJUSTED
 DN6791  ______________________________________________________________________
 DN6791  GEOID HEIGHT    -        -27.005 (meters)                     GEOID18
 DN6791  NAD 83(2011) X  -   -296,320.251 (meters)                     COMP
 DN6791  NAD 83(2011) Y  - -4,525,688.759 (meters)                     COMP
 DN6791  NAD 83(2011) Z  -  4,469,859.205 (meters)                     COMP
 DN6791  LAPLACE CORR    -          7.25  (seconds)                    DEFLEC18
 DN6791  DYNAMIC HEIGHT  -        287.346 (meters)      942.73  (feet) COMP
 DN6791  MODELED GRAVITY -    980,571.3   (mgal)                       NAVD 88
 DN6791
 DN6791  VERT ORDER      -  SECOND    CLASS I
 DN6791
 DN6791  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DN6791  Standards:
 DN6791         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DN6791            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DN6791  -------------------------------------------------------------------
 DN6791  NETWORK    0.42   0.88           0.19   0.15   0.45      0.07518230
 DN6791  -------------------------------------------------------------------
 DN6791  Click here for local accuracies and other accuracy information.
 DN6791
 DN6791.The horizontal coordinates were established by GPS observations
 DN6791.and adjusted by the MN DEPT OF TRANSP in June 2020.
 DN6791
 DN6791.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DN6791.been affixed to the stable North American tectonic plate. See 
 DN6791.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DN6791
 DN6791.The horizontal coordinates are valid at the epoch date displayed above
 DN6791.which is a decimal equivalence of Year/Month/Day.
 DN6791
 DN6791.The orthometric height was determined by differential leveling and
 DN6791.adjusted by the NATIONAL GEODETIC SURVEY
 DN6791.in May 2020.
 DN6791
 DN6791.Significant digits in the geoid height do not necessarily reflect accuracy.
 DN6791.GEOID18 height accuracy estimate available here.
 DN6791
 DN6791.Click photographs - Photos may exist for this station.
 DN6791
 DN6791.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DN6791
 DN6791.The Laplace correction was computed from DEFLEC18 derived deflections.
 DN6791
 DN6791.The ellipsoidal height was determined by GPS observations
 DN6791.and is referenced to NAD 83.
 DN6791
 DN6791.The dynamic height is computed by dividing the NAVD 88
 DN6791.geopotential number by the normal gravity value computed on the
 DN6791.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN6791.degrees latitude (g = 980.6199 gals.).
 DN6791
 DN6791.The modeled gravity was interpolated from observed gravity values.
 DN6791
 DN6791. The following values were computed from the NAD 83(2011) position.
 DN6791
 DN6791;                    North         East     Units Scale Factor Converg.
 DN6791;SPC MN S     -   297,315.329   820,095.536   MT  0.99993346   +0 10 40.7
 DN6791;SPC MN S     -   975,442.04  2,690,596.77   sFT  0.99993346   +0 10 40.7
 DN6791;UTM  15      - 4,958,287.090   440,966.439   MT  0.99964285   -0 31 31.9
 DN6791
 DN6791!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DN6791!SPC MN S     -   0.99995918  x   0.99993346  =   0.99989264
 DN6791!UTM  15      -   0.99995918  x   0.99964285  =   0.99960204
 DN6791
 DN6791_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK4096658287(NAD 83)
 DN6791
 DN6791                          SUPERSEDED SURVEY CONTROL
 DN6791
 DN6791  NAVD 88 (08/01/13)  287.367  (m)          942.80   (f) SUPERSEDED  2 1
 DN6791
 DN6791.Superseded values are not recommended for survey control.
 DN6791
 DN6791.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN6791.See file dsdata.pdf to determine how the superseded data were derived.
 DN6791
 DN6791_MARKER: I = METAL ROD
 DN6791_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DN6791_STAMPING: 1013 BL 2008
 DN6791_MARK LOGO: MNDT
 DN6791_PROJECTION: RECESSED 5 CENTIMETERS
 DN6791_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DN6791_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DN6791_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DN6791+SATELLITE: SATELLITE OBSERVATIONS - April 04, 2018
 DN6791_ROD/PIPE-DEPTH: 6.1 meters
 DN6791
 DN6791  HISTORY     - Date     Condition        Report By
 DN6791  HISTORY     - 20080428 MONUMENTED       MNDT
 DN6791  HISTORY     - 20171009 GOOD             MNDT
 DN6791  HISTORY     - 20180404 GOOD             MNDT
 DN6791
 DN6791                          STATION DESCRIPTION
 DN6791
 DN6791'DESCRIBED BY MN DEPT OF TRANSP 2008
 DN6791'THE STATION IS LOCATED 2.0 MI (3.2 KM) EAST-NORTHEAST OF COLOGNE.
 DN6791'
 DN6791'TO REACH THE MARK GO 1.9 MI (3.1 KM) NORTHEAST ALONG TRUNK HIGHWAY 212
 DN6791'FROM THE JUNCTION OF TRUNK HIGHWAY 212 AND TRUNK HIGHWAY 284 IN
 DN6791'COLOGNE, AT TRUNK HIGHWAY 212 MILE POINT 140.5.
 DN6791'
 DN6791'IT IS 147.8 FT (45.0 M) EAST OF DRIVEWAY NUMBERS 8816, 8820, 8780 AND
 DN6791'8810, 82.5 FT (25.1 M) NORTH-NORTHWEST OF WESTBOUND TRUNK HIGHWAY 212,
 DN6791'54.6 FT (16.6 M) SOUTH DRIVEWAY, 1.8 FT (0.5 M) SOUTH OF A WITNESS
 DN6791'POST.
 DN6791'
 DN6791'NOTE - THE STATION MARK CONSISTS OF A 3/4 INCH (19 MM) DIAMETER
 DN6791'ALUMINUM ROD DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL MARK
 DN6791'REMOVABLE DISK SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY
 DN6791'A SIX-INCH PVC PIPE BACKFILLED WITH WASHED SAND.
 DN6791
 DN6791                          STATION RECOVERY (2017)
 DN6791
 DN6791'RECOVERY NOTE BY MN DEPT OF TRANSP 2017 (MPP)
 DN6791'RECOVERED AS DESCRIBED.
 DN6791'
 DN6791'NOTE - THE STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM
 DN6791'ROD DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION REMOVABLE
 DN6791'DISK SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH
 DN6791'PVC PIPE BACK FILLED WITH WASHED SAND.
 DN6791
 DN6791                          STATION RECOVERY (2018)
 DN6791
 DN6791'RECOVERY NOTE BY MN DEPT OF TRANSP 2018 (KXJ)
 DN6791'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DN6788 ***********************************************************************
 DN6788  DESIGNATION -  1013 BM
 DN6788  PID         -  DN6788
 DN6788  STATE/COUNTY-  MN/CARVER
 DN6788  COUNTRY     -  US
 DN6788  USGS QUAD   -  WACONIA (2019)
 DN6788
 DN6788                         *CURRENT SURVEY CONTROL
 DN6788  ______________________________________________________________________
 DN6788* NAD 83(1986) POSITION- 44 45 57.17   (N) 093 49 42.54   (W)   HD_HELD1
 DN6788* NAVD 88 ORTHO HEIGHT -   295.416 (meters)      969.21  (feet) ADJUSTED
 DN6788  ______________________________________________________________________
 DN6788  GEOID HEIGHT    -        -27.254 (meters)                     GEOID18
 DN6788  DYNAMIC HEIGHT  -        295.396 (meters)      969.15  (feet) COMP
 DN6788  MODELED GRAVITY -    980,537.9   (mgal)                       NAVD 88
 DN6788
 DN6788  VERT ORDER      -  SECOND    CLASS I
 DN6788
 DN6788.The horizontal coordinates were determined by differentially corrected
 DN6788.hand held GPS observations or other comparable positioning techniques
 DN6788.and have an estimated accuracy of +/- 3 meters.
 DN6788
 DN6788.The orthometric height was determined by differential leveling and
 DN6788.adjusted by the NATIONAL GEODETIC SURVEY
 DN6788.in May 2020.
 DN6788
 DN6788.Significant digits in the geoid height do not necessarily reflect accuracy.
 DN6788.GEOID18 height accuracy estimate available here.
 DN6788
 DN6788.Click photographs - Photos may exist for this station.
 DN6788
 DN6788.The dynamic height is computed by dividing the NAVD 88
 DN6788.geopotential number by the normal gravity value computed on the
 DN6788.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN6788.degrees latitude (g = 980.6199 gals.).
 DN6788
 DN6788.The modeled gravity was interpolated from observed gravity values.
 DN6788
 DN6788;                    North         East    Units  Estimated Accuracy
 DN6788;SPC MN S     -   296,224.9     813,577.6     MT  (+/- 3 meters HH1 GPS) 
 DN6788
 DN6788_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK3443757277(NAD 83)
 DN6788
 DN6788                          SUPERSEDED SURVEY CONTROL
 DN6788
 DN6788  NAVD 88 (08/01/13)  295.437  (m)          969.28   (f) SUPERSEDED  2 1
 DN6788
 DN6788.Superseded values are not recommended for survey control.
 DN6788
 DN6788.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN6788.See file dsdata.pdf to determine how the superseded data were derived.
 DN6788
 DN6788_MARKER: I = METAL ROD
 DN6788_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DN6788_STAMPING: 1013 BM 2008
 DN6788_MARK LOGO: MNDT
 DN6788_PROJECTION: RECESSED 5 CENTIMETERS
 DN6788_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DN6788_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DN6788_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DN6788+SATELLITE: SATELLITE OBSERVATIONS - October 10, 2017
 DN6788_ROD/PIPE-DEPTH: 10.7 meters
 DN6788
 DN6788  HISTORY     - Date     Condition        Report By
 DN6788  HISTORY     - 20080429 MONUMENTED       MNDT
 DN6788  HISTORY     - 20171010 GOOD             MNDT
 DN6788
 DN6788                          STATION DESCRIPTION
 DN6788
 DN6788'DESCRIBED BY MN DEPT OF TRANSP 2008
 DN6788'THE STATION IS LOCATED 1.0 MI (1.6 KM) EAST OF BONGARDS.
 DN6788'
 DN6788'TO REACH THE MARK GO 1.0 MI (1.6 KM) EAST ALONG TRUNK HIGHWAY 212
 DN6788'FROM THE JUNCTION OF TRUNK HIGHWAY 212 AND COUNTY ROAD 51 IN BONGARDS
 DN6788'TO TRUNK HIGHWAY 212 MILE POINT 136.20.
 DN6788'
 DN6788'IT IS 0.1 MI (0.2 KM) SOUTH ON COUNTY ROAD 153, 46.1 FT (14.1 M) NORTH
 DN6788'OF NORTH RAIL OF RAILROAD TRACKS, 30.4 FT (9.3 M) EAST OF COUNTY ROAD
 DN6788'153, 15.3 FT (4.7 M) NORTH OF A FIELD ENTRANCE, 41.5 FT (12.6 M)
 DN6788'SOUTH-SOUTHEAST OF A WITNESS POST.
 DN6788'
 DN6788'NOTE - THE STATION MARK CONSISTS OF A 3/4 INCH (19 MM) DIAMETER
 DN6788'ALUMINUM ROD DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL MARK
 DN6788'REMOVABLE DISK SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY
 DN6788'A SIX-INCH PVC PIPE BACKFILLED WITH WASHED SAND.
 DN6788
 DN6788                          STATION RECOVERY (2017)
 DN6788
 DN6788'RECOVERY NOTE BY MN DEPT OF TRANSP 2017 (MPP)
 DN6788'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DN6787 ***********************************************************************
 DN6787  DESIGNATION -  1013 BN
 DN6787  PID         -  DN6787
 DN6787  STATE/COUNTY-  MN/CARVER
 DN6787  COUNTRY     -  US
 DN6787  USGS QUAD   -  WACONIA (2019)
 DN6787
 DN6787                         *CURRENT SURVEY CONTROL
 DN6787  ______________________________________________________________________
 DN6787* NAD 83(1986) POSITION- 44 46 07.95   (N) 093 50 55.57   (W)   HD_HELD1
 DN6787* NAVD 88 ORTHO HEIGHT -   297.699 (meters)      976.70  (feet) ADJUSTED
 DN6787  ______________________________________________________________________
 DN6787  GEOID HEIGHT    -        -27.306 (meters)                     GEOID18
 DN6787  DYNAMIC HEIGHT  -        297.676 (meters)      976.63  (feet) COMP
 DN6787  MODELED GRAVITY -    980,532.7   (mgal)                       NAVD 88
 DN6787
 DN6787  VERT ORDER      -  SECOND    CLASS I
 DN6787
 DN6787.The horizontal coordinates were determined by differentially corrected
 DN6787.hand held GPS observations or other comparable positioning techniques
 DN6787.and have an estimated accuracy of +/- 3 meters.
 DN6787
 DN6787.The orthometric height was determined by differential leveling and
 DN6787.adjusted by the NATIONAL GEODETIC SURVEY
 DN6787.in May 2020.
 DN6787
 DN6787.Significant digits in the geoid height do not necessarily reflect accuracy.
 DN6787.GEOID18 height accuracy estimate available here.
 DN6787
 DN6787.Click photographs - Photos may exist for this station.
 DN6787
 DN6787.The dynamic height is computed by dividing the NAVD 88
 DN6787.geopotential number by the normal gravity value computed on the
 DN6787.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN6787.degrees latitude (g = 980.6199 gals.).
 DN6787
 DN6787.The modeled gravity was interpolated from observed gravity values.
 DN6787
 DN6787;                    North         East    Units  Estimated Accuracy
 DN6787;SPC MN S     -   296,554.5     811,971.1     MT  (+/- 3 meters HH1 GPS) 
 DN6787
 DN6787_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK3283557626(NAD 83)
 DN6787
 DN6787                          SUPERSEDED SURVEY CONTROL
 DN6787
 DN6787  NAVD 88 (08/01/13)  297.717  (m)          976.76   (f) SUPERSEDED  2 1
 DN6787
 DN6787.Superseded values are not recommended for survey control.
 DN6787
 DN6787.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN6787.See file dsdata.pdf to determine how the superseded data were derived.
 DN6787
 DN6787_MARKER: I = METAL ROD
 DN6787_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DN6787_STAMPING: 1013 BN 2008
 DN6787_MARK LOGO: MNDT
 DN6787_PROJECTION: RECESSED 3 CENTIMETERS
 DN6787_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DN6787_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DN6787_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DN6787+SATELLITE: SATELLITE OBSERVATIONS - April 08, 2020
 DN6787_ROD/PIPE-DEPTH: 6.1 meters
 DN6787
 DN6787  HISTORY     - Date     Condition        Report By
 DN6787  HISTORY     - 20080429 MONUMENTED       MNDT
 DN6787  HISTORY     - 20200408 GOOD             MNDT
 DN6787
 DN6787                          STATION DESCRIPTION
 DN6787
 DN6787'DESCRIBED BY MN DEPT OF TRANSP 2008
 DN6787'THE STATION IS LOCATED 0.5 MI (0.8 KM) NORTH OF BONGARDS.
 DN6787'
 DN6787'TO REACH THE MARK GO 0.1 MI (0.2 KM) NORTH ALONG COUNTY ROAD 51 FROM
 DN6787'THE JUNCTION OF COUNTY ROAD 51 AND TRUNK HIGHWAY 212 IN BONGARDS.
 DN6787'
 DN6787'IT IS 43.9 FT (13.4 M) EAST OF COUNTY ROAD 51, 28.7 FT (8.7 M) NORTH
 DN6787'OF ENTRANCE TO ST. JOHN'S PARKING LOT, 9.6 FT (2.9 M) EAST OF A
 DN6787'WITNESS POST.
 DN6787'
 DN6787'NOTE - THE STATION MARK CONSISTS OF A 3/4 INCH (19 MM) DIAMETER
 DN6787'ALUMINUM ROD DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL MARK
 DN6787'REMOVABLE DISK SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY
 DN6787'A SIX-INCH PVC PIPE BACKFILLED WITH WASHED SAND.
 DN6787
 DN6787                          STATION RECOVERY (2020)
 DN6787
 DN6787'RECOVERY NOTE BY MN DEPT OF TRANSP 2020 (TJD)
 DN6787'0.5 MI (0.8 KM) NORTH OF BONGARDS, 0.1 MI (0.2 KM) NORTH ALONG COUNTY
 DN6787'ROAD 51 FROM THE JUNCTION OF COUNTY ROAD 51 AND TRUNK HIGHWAY 212 IN
 DN6787'BONGARDS, 43.9 FT (13.4 M) EAST OF COUNTY ROAD 51, 28.7 FT (8.7 M)
 DN6787'NORTH OF THE ENTRANCE TO THE ST. JOHN'S PARKING LOT.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DN6786 ***********************************************************************
 DN6786  DESIGNATION -  1013 BP
 DN6786  PID         -  DN6786
 DN6786  STATE/COUNTY-  MN/CARVER
 DN6786  COUNTRY     -  US
 DN6786  USGS QUAD   -  NORWOOD (2019)
 DN6786
 DN6786                         *CURRENT SURVEY CONTROL
 DN6786  ______________________________________________________________________
 DN6786* NAD 83(1986) POSITION- 44 45 58.10   (N) 093 53 19.18   (W)   HD_HELD1
 DN6786* NAVD 88 ORTHO HEIGHT -   296.222 (meters)      971.86  (feet) ADJUSTED
 DN6786  ______________________________________________________________________
 DN6786  GEOID HEIGHT    -        -27.400 (meters)                     GEOID18
 DN6786  DYNAMIC HEIGHT  -        296.196 (meters)      971.77  (feet) COMP
 DN6786  MODELED GRAVITY -    980,522.1   (mgal)                       NAVD 88
 DN6786
 DN6786  VERT ORDER      -  SECOND    CLASS I
 DN6786
 DN6786.The horizontal coordinates were determined by differentially corrected
 DN6786.hand held GPS observations or other comparable positioning techniques
 DN6786.and have an estimated accuracy of +/- 3 meters.
 DN6786
 DN6786.The orthometric height was determined by differential leveling and
 DN6786.adjusted by the NATIONAL GEODETIC SURVEY
 DN6786.in May 2020.
 DN6786
 DN6786.Significant digits in the geoid height do not necessarily reflect accuracy.
 DN6786.GEOID18 height accuracy estimate available here.
 DN6786
 DN6786.Click photographs - Photos may exist for this station.
 DN6786
 DN6786.The dynamic height is computed by dividing the NAVD 88
 DN6786.geopotential number by the normal gravity value computed on the
 DN6786.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN6786.degrees latitude (g = 980.6199 gals.).
 DN6786
 DN6786.The modeled gravity was interpolated from observed gravity values.
 DN6786
 DN6786;                    North         East    Units  Estimated Accuracy
 DN6786;SPC MN S     -   296,245.3     808,813.8     MT  (+/- 3 meters HH1 GPS) 
 DN6786
 DN6786_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK2967557356(NAD 83)
 DN6786
 DN6786                          SUPERSEDED SURVEY CONTROL
 DN6786
 DN6786  NAVD 88 (08/01/13)  296.237  (m)          971.90   (f) SUPERSEDED  2 1
 DN6786
 DN6786.Superseded values are not recommended for survey control.
 DN6786
 DN6786.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN6786.See file dsdata.pdf to determine how the superseded data were derived.
 DN6786
 DN6786_MARKER: I = METAL ROD
 DN6786_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DN6786_STAMPING: 1013 BP 2008
 DN6786_MARK LOGO: MNDT
 DN6786_PROJECTION: RECESSED 5 CENTIMETERS
 DN6786_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DN6786_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DN6786_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DN6786+SATELLITE: SATELLITE OBSERVATIONS - April 29, 2008
 DN6786_ROD/PIPE-DEPTH: 7.9 meters
 DN6786
 DN6786  HISTORY     - Date     Condition        Report By
 DN6786  HISTORY     - 20080429 MONUMENTED       MNDT
 DN6786
 DN6786                          STATION DESCRIPTION
 DN6786
 DN6786'DESCRIBED BY MN DEPT OF TRANSP 2008
 DN6786'THE STATION IS LOCATED IS 2.0 MI (3.2 KM) EAST OF NORWOOD YOUNG
 DN6786'AMERICA.
 DN6786'
 DN6786'TO REACH THE MARK GO 2.0 MI (3.2 KM) EAST ALONG TRUNK HIGHWAY 212 FROM
 DN6786'THE JUNCTION OF TRUNK HIGHWAY 212 AND TRUNK HIGHWAY 25/TRUNK HIGHWAY
 DN6786'5/COUNTY ROAD 33 IN NORWOOD YOUNG AMERICA, TO TRUNK HIGHWAY 212 MILE
 DN6786'POINT 133.20.
 DN6786'
 DN6786'IT IS 0.15 MI (0.2 KM) SOUTH ON SALEM AVENUE, 66.8 FT (20.4 M) NORTH
 DN6786'OF NORTH RAIL OF RAILROAD TRACKS, 58.6 FT (17.9 M) NORTH-NORTHWEST OF
 DN6786'RAILROAD CROSSING SIGN, 29.0 FT (8.8 M) WEST OF SALEM AVENUE, 2.8 FT
 DN6786'(0.9 M) EAST OF A WITNESS POST.
 DN6786'
 DN6786'NOTE - THE STATION MARK CONSISTS OF A 3/4 INCH (19 MM) DIAMETER
 DN6786'ALUMINUM ROD DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL MARK
 DN6786'REMOVABLE DISK SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY
 DN6786'A SIX-INCH PVC PIPE BACKFILLED WITH WASHED SAND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DN6834 ***********************************************************************
 DN6834  DESIGNATION -  1013 BQ
 DN6834  PID         -  DN6834
 DN6834  STATE/COUNTY-  MN/CARVER
 DN6834  COUNTRY     -  US
 DN6834  USGS QUAD   -  SHAKOPEE (2019)
 DN6834
 DN6834                         *CURRENT SURVEY CONTROL
 DN6834  ______________________________________________________________________
 DN6834* NAD 83(1986) POSITION- 44 48 51.62   (N) 093 36 23.64   (W)   HD_HELD1
 DN6834* NAVD 88 ORTHO HEIGHT -   273.071 (meters)      895.90  (feet) ADJUSTED
 DN6834  ______________________________________________________________________
 DN6834  GEOID HEIGHT    -        -26.753 (meters)                     GEOID18
 DN6834  DYNAMIC HEIGHT  -        273.068 (meters)      895.89  (feet) COMP
 DN6834  MODELED GRAVITY -    980,599.9   (mgal)                       NAVD 88
 DN6834
 DN6834  VERT ORDER      -  SECOND    CLASS I
 DN6834
 DN6834.The horizontal coordinates were determined by differentially corrected
 DN6834.hand held GPS observations or other comparable positioning techniques
 DN6834.and have an estimated accuracy of +/- 3 meters.
 DN6834
 DN6834.The orthometric height was determined by differential leveling and
 DN6834.adjusted by the NATIONAL GEODETIC SURVEY
 DN6834.in May 2020.
 DN6834
 DN6834.Significant digits in the geoid height do not necessarily reflect accuracy.
 DN6834.GEOID18 height accuracy estimate available here.
 DN6834
 DN6834.Click photographs - Photos may exist for this station.
 DN6834
 DN6834.The dynamic height is computed by dividing the NAVD 88
 DN6834.geopotential number by the normal gravity value computed on the
 DN6834.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN6834.degrees latitude (g = 980.6199 gals.).
 DN6834
 DN6834.The modeled gravity was interpolated from observed gravity values.
 DN6834
 DN6834;                    North         East    Units  Estimated Accuracy
 DN6834;SPC MN S     -   301,670.2     831,118.9     MT  (+/- 3 meters HH1 GPS) 
 DN6834
 DN6834_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK5203962505(NAD 83)
 DN6834
 DN6834                          SUPERSEDED SURVEY CONTROL
 DN6834
 DN6834  NAVD 88 (08/01/13)  273.068  (m)          895.89   (f) SUPERSEDED  2 1
 DN6834
 DN6834.Superseded values are not recommended for survey control.
 DN6834
 DN6834.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN6834.See file dsdata.pdf to determine how the superseded data were derived.
 DN6834
 DN6834_MARKER: DD = SURVEY DISK
 DN6834_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DN6834_SP_SET: BRIDGE ABUTMENT
 DN6834_STAMPING: 1013 BQ 2008
 DN6834_MARK LOGO: MNDT
 DN6834_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DN6834_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DN6834_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DN6834+SATELLITE: SATELLITE OBSERVATIONS - October 10, 2017
 DN6834
 DN6834  HISTORY     - Date     Condition        Report By
 DN6834  HISTORY     - 20080701 MONUMENTED       MNDT
 DN6834  HISTORY     - 20171010 GOOD             MNDT
 DN6834
 DN6834                          STATION DESCRIPTION
 DN6834
 DN6834'DESCRIBED BY MN DEPT OF TRANSP 2008
 DN6834'THE STATION IS LOCATED IN CHASKA.
 DN6834'
 DN6834'TO REACH THE MARK GO 0.2 MI (0.3 KM) WEST ALONG TRUNK HIGHWAY 212
 DN6834'FROM THE JUNCTION OF EASTBOUND TRUNK HIGHWAY 212 AND TRUNK HIGHWAY 41,
 DN6834'AT TRUNK HIGHWAY 212 MILE POINT 149.1.
 DN6834'
 DN6834'IT IS 46.9 FT (14.3 M) SOUTH OF EASTBOUND TRUNK HIGHWAY 212, 1.7 FT
 DN6834'(0.5 M) NORTH OF BRIDGE RAIL, IN BRIDGE DECK IN SOUTHEAST CORNER OF
 DN6834'TRUNK HIGHWAY 212 BRIDGE NUMBER 10034 OVER CREEK.
 DN6834
 DN6834                          STATION RECOVERY (2017)
 DN6834
 DN6834'RECOVERY NOTE BY MN DEPT OF TRANSP 2017 (MPP)
 DN6834'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DN6835 ***********************************************************************
 DN6835  DESIGNATION -  1013 BR
 DN6835  PID         -  DN6835
 DN6835  STATE/COUNTY-  MN/CARVER
 DN6835  COUNTRY     -  US
 DN6835  USGS QUAD   -  SHAKOPEE (2019)
 DN6835
 DN6835                         *CURRENT SURVEY CONTROL
 DN6835  ______________________________________________________________________
 DN6835* NAD 83(1986) POSITION- 44 48 52.57   (N) 093 36 24.69   (W)   HD_HELD1
 DN6835* NAVD 88 ORTHO HEIGHT -   273.348 (meters)      896.81  (feet) ADJUSTED
 DN6835  ______________________________________________________________________
 DN6835  GEOID HEIGHT    -        -26.753 (meters)                     GEOID18
 DN6835  DYNAMIC HEIGHT  -        273.345 (meters)      896.80  (feet) COMP
 DN6835  MODELED GRAVITY -    980,599.9   (mgal)                       NAVD 88
 DN6835
 DN6835  VERT ORDER      -  SECOND    CLASS I
 DN6835
 DN6835.The horizontal coordinates were determined by differentially corrected
 DN6835.hand held GPS observations or other comparable positioning techniques
 DN6835.and have an estimated accuracy of +/- 3 meters.
 DN6835
 DN6835.The orthometric height was determined by differential leveling and
 DN6835.adjusted by the NATIONAL GEODETIC SURVEY
 DN6835.in May 2020.
 DN6835
 DN6835.Significant digits in the geoid height do not necessarily reflect accuracy.
 DN6835.GEOID18 height accuracy estimate available here.
 DN6835
 DN6835.Click photographs - Photos may exist for this station.
 DN6835
 DN6835.The dynamic height is computed by dividing the NAVD 88
 DN6835.geopotential number by the normal gravity value computed on the
 DN6835.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN6835.degrees latitude (g = 980.6199 gals.).
 DN6835
 DN6835.The modeled gravity was interpolated from observed gravity values.
 DN6835
 DN6835;                    North         East    Units  Estimated Accuracy
 DN6835;SPC MN S     -   301,699.4     831,095.7     MT  (+/- 3 meters HH1 GPS) 
 DN6835
 DN6835_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK5201662534(NAD 83)
 DN6835
 DN6835                          SUPERSEDED SURVEY CONTROL
 DN6835
 DN6835  NAVD 88 (08/01/13)  273.349  (m)          896.81   (f) SUPERSEDED  2 1
 DN6835
 DN6835.Superseded values are not recommended for survey control.
 DN6835
 DN6835.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN6835.See file dsdata.pdf to determine how the superseded data were derived.
 DN6835
 DN6835_MARKER: DD = SURVEY DISK
 DN6835_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DN6835_SP_SET: BRIDGE ABUTMENT
 DN6835_STAMPING: 1013 BR 2008
 DN6835_MARK LOGO: MNDT
 DN6835_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DN6835_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DN6835_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DN6835+SATELLITE: SATELLITE OBSERVATIONS - October 10, 2017
 DN6835
 DN6835  HISTORY     - Date     Condition        Report By
 DN6835  HISTORY     - 20080701 MONUMENTED       MNDT
 DN6835  HISTORY     - 20171010 GOOD             MNDT
 DN6835
 DN6835                          STATION DESCRIPTION
 DN6835
 DN6835'DESCRIBED BY MN DEPT OF TRANSP 2008
 DN6835'THE STATION IS LOCATED IN CHASKA.
 DN6835'
 DN6835'TO REACH THE MARK GO 0.2 MI (0.3 KM) WEST ALONG TRUNK HIGHWAY 212
 DN6835'FROM THE JUNCTION OF TRUNK HIGHWAY 212 AND TRUNK HIGHWAY 41, AT TRUNK
 DN6835'HIGHWAY 212 MILE POINT 149.1.
 DN6835'
 DN6835'IT IS 17.5 FT (5.3 M) SOUTH OF TRUNK HIGHWAY 212, 1.6 FT (0.5 M) NORTH
 DN6835'OF BRIDGE RAIL, IN BRIDGE DECK IN SOUTHEAST CORNER OF WESTBOUND TRUNK
 DN6835'HIGHWAY 212 BRIDGE NUMBER 10033 OVER CREEK.
 DN6835
 DN6835                          STATION RECOVERY (2017)
 DN6835
 DN6835'RECOVERY NOTE BY MN DEPT OF TRANSP 2017 (MPP)
 DN6835'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DN6801 ***********************************************************************
 DN6801  DESIGNATION -  1013 BS
 DN6801  PID         -  DN6801
 DN6801  STATE/COUNTY-  MN/CARVER
 DN6801  COUNTRY     -  US
 DN6801  USGS QUAD   -  SHAKOPEE (2019)
 DN6801
 DN6801                         *CURRENT SURVEY CONTROL
 DN6801  ______________________________________________________________________
 DN6801* NAD 83(1986) POSITION- 44 48 47.93   (N) 093 36 44.56   (W)   HD_HELD1
 DN6801* NAVD 88 ORTHO HEIGHT -   284.211 (meters)      932.45  (feet) ADJUSTED
 DN6801  ______________________________________________________________________
 DN6801  GEOID HEIGHT    -        -26.755 (meters)                     GEOID18
 DN6801  DYNAMIC HEIGHT  -        284.208 (meters)      932.44  (feet) COMP
 DN6801  MODELED GRAVITY -    980,599.4   (mgal)                       NAVD 88
 DN6801
 DN6801  VERT ORDER      -  SECOND    CLASS I
 DN6801
 DN6801.The horizontal coordinates were determined by differentially corrected
 DN6801.hand held GPS observations or other comparable positioning techniques
 DN6801.and have an estimated accuracy of +/- 3 meters.
 DN6801
 DN6801.The orthometric height was determined by differential leveling and
 DN6801.adjusted by the NATIONAL GEODETIC SURVEY
 DN6801.in May 2020.
 DN6801
 DN6801.Significant digits in the geoid height do not necessarily reflect accuracy.
 DN6801.GEOID18 height accuracy estimate available here.
 DN6801
 DN6801.Click photographs - Photos may exist for this station.
 DN6801
 DN6801.The dynamic height is computed by dividing the NAVD 88
 DN6801.geopotential number by the normal gravity value computed on the
 DN6801.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN6801.degrees latitude (g = 980.6199 gals.).
 DN6801
 DN6801.The modeled gravity was interpolated from observed gravity values.
 DN6801
 DN6801;                    North         East    Units  Estimated Accuracy
 DN6801;SPC MN S     -   301,554.1     830,659.8     MT  (+/- 3 meters HH1 GPS) 
 DN6801
 DN6801_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK5157862394(NAD 83)
 DN6801
 DN6801                          SUPERSEDED SURVEY CONTROL
 DN6801
 DN6801  NAVD 88 (08/01/13)  284.214  (m)          932.46   (f) SUPERSEDED  2 1
 DN6801
 DN6801.Superseded values are not recommended for survey control.
 DN6801
 DN6801.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN6801.See file dsdata.pdf to determine how the superseded data were derived.
 DN6801
 DN6801_MARKER: DD = SURVEY DISK
 DN6801_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DN6801_SP_SET: BRIDGE ABUTMENT
 DN6801_STAMPING: 1013 BS 2008
 DN6801_MARK LOGO: MNDT
 DN6801_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DN6801_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DN6801_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DN6801+SATELLITE: SATELLITE OBSERVATIONS - October 10, 2017
 DN6801
 DN6801  HISTORY     - Date     Condition        Report By
 DN6801  HISTORY     - 20080701 MONUMENTED       MNDT
 DN6801  HISTORY     - 20171010 GOOD             MNDT
 DN6801
 DN6801                          STATION DESCRIPTION
 DN6801
 DN6801'DESCRIBED BY MN DEPT OF TRANSP 2008
 DN6801'THE STATION IS LOCATED IN CHASKA.
 DN6801'
 DN6801'TO REACH THE MARK GO 0.6 MI (1.0 KM) EAST ALONG COUNTY ROAD 10 (ENGLER
 DN6801'ROAD) FROM THE JUNCTION OF TRUNK HIGHWAY 212 AND COUNTY ROAD 10
 DN6801'(ENGLER ROAD), THEN 0.45 MI (0.7 KM) NORTH ON BAVARIA ROAD, AT TRUNK
 DN6801'HIGHWAY 212 MILE POINT 148.8.
 DN6801'
 DN6801'IT IS 17.6 FT (5.4 M) EAST OF BAVARIA ROAD, 11.2 FT (3.4 M) WEST OF
 DN6801'BRIDGE RAIL, 0.9 FT (27 CM) WEST OF CURB, IN BRIDGE DECK IN SOUTHEAST
 DN6801'CORNER OF BAVARIA ROAD BRIDGE NUMBER 10031 OVER TRUNK HIGHWAY 212.
 DN6801
 DN6801                          STATION RECOVERY (2017)
 DN6801
 DN6801'RECOVERY NOTE BY MN DEPT OF TRANSP 2017 (MPP)
 DN6801'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DN6833 ***********************************************************************
 DN6833  DESIGNATION -  1013 BT
 DN6833  PID         -  DN6833
 DN6833  STATE/COUNTY-  MN/CARVER
 DN6833  COUNTRY     -  US
 DN6833  USGS QUAD   -  SHAKOPEE (2019)
 DN6833
 DN6833                         *CURRENT SURVEY CONTROL
 DN6833  ______________________________________________________________________
 DN6833* NAD 83(1986) POSITION- 44 48 43.31   (N) 093 37 02.55   (W)   HD_HELD1
 DN6833* NAVD 88 ORTHO HEIGHT -   279.810 (meters)      918.01  (feet) ADJUSTED
 DN6833  ______________________________________________________________________
 DN6833  GEOID HEIGHT    -        -26.757 (meters)                     GEOID18
 DN6833  DYNAMIC HEIGHT  -        279.807 (meters)      918.00  (feet) COMP
 DN6833  MODELED GRAVITY -    980,598.7   (mgal)                       NAVD 88
 DN6833
 DN6833  VERT ORDER      -  SECOND    CLASS I
 DN6833
 DN6833.The horizontal coordinates were determined by differentially corrected
 DN6833.hand held GPS observations or other comparable positioning techniques
 DN6833.and have an estimated accuracy of +/- 3 meters.
 DN6833
 DN6833.The orthometric height was determined by differential leveling and
 DN6833.adjusted by the NATIONAL GEODETIC SURVEY
 DN6833.in May 2020.
 DN6833
 DN6833.Significant digits in the geoid height do not necessarily reflect accuracy.
 DN6833.GEOID18 height accuracy estimate available here.
 DN6833
 DN6833.Click photographs - Photos may exist for this station.
 DN6833
 DN6833.The dynamic height is computed by dividing the NAVD 88
 DN6833.geopotential number by the normal gravity value computed on the
 DN6833.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN6833.degrees latitude (g = 980.6199 gals.).
 DN6833
 DN6833.The modeled gravity was interpolated from observed gravity values.
 DN6833
 DN6833;                    North         East    Units  Estimated Accuracy
 DN6833;SPC MN S     -   301,409.7     830,265.2     MT  (+/- 3 meters HH1 GPS) 
 DN6833
 DN6833_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK5118262255(NAD 83)
 DN6833
 DN6833                          SUPERSEDED SURVEY CONTROL
 DN6833
 DN6833  NAVD 88 (08/01/13)  279.814  (m)          918.02   (f) SUPERSEDED  2 1
 DN6833
 DN6833.Superseded values are not recommended for survey control.
 DN6833
 DN6833.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN6833.See file dsdata.pdf to determine how the superseded data were derived.
 DN6833
 DN6833_MARKER: DD = SURVEY DISK
 DN6833_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DN6833_SP_SET: BRIDGE ABUTMENT
 DN6833_STAMPING: 1013 BT 2008
 DN6833_MARK LOGO: MNDT
 DN6833_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DN6833_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DN6833_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DN6833+SATELLITE: SATELLITE OBSERVATIONS - July 01, 2008
 DN6833
 DN6833  HISTORY     - Date     Condition        Report By
 DN6833  HISTORY     - 20080701 MONUMENTED       MNDT
 DN6833
 DN6833                          STATION DESCRIPTION
 DN6833
 DN6833'DESCRIBED BY MN DEPT OF TRANSP 2008
 DN6833'THE STATION IS LOCATED IN CHASKA.
 DN6833'
 DN6833'TO REACH THE MARK GO 0.7 MI (1.1 KM) WEST ALONG TRUNK HIGHWAY 212 FROM
 DN6833'THE JUNCTION OF TRUNK HIGHWAY 212 AND TRUNK HIGHWAY 41, AT TRUNK
 DN6833'HIGHWAY 212 MILE POINT 148.5.
 DN6833'
 DN6833'IT IS 17.2 FT (5.2 M) SOUTH OF TRUNK HIGHWAY 212, 1.5 FT (0.5 M) NORTH
 DN6833'OF BRIDGE RAILING, IN BRIDGE DECK IN SOUTHEAST CORNER OF WESTBOUND
 DN6833'TRUNK HIGHWAY 212 BRIDGE NUMBER 10053 OVER CREEK.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DN6837 ***********************************************************************
 DN6837  DESIGNATION -  1013 BU
 DN6837  PID         -  DN6837
 DN6837  STATE/COUNTY-  MN/CARVER
 DN6837  COUNTRY     -  US
 DN6837  USGS QUAD   -  SHAKOPEE (2019)
 DN6837
 DN6837                         *CURRENT SURVEY CONTROL
 DN6837  ______________________________________________________________________
 DN6837* NAD 83(1986) POSITION- 44 48 42.49   (N) 093 37 02.15   (W)   HD_HELD1
 DN6837* NAVD 88 ORTHO HEIGHT -   279.458 (meters)      916.86  (feet) ADJUSTED
 DN6837  ______________________________________________________________________
 DN6837  GEOID HEIGHT    -        -26.757 (meters)                     GEOID18
 DN6837  DYNAMIC HEIGHT  -        279.455 (meters)      916.85  (feet) COMP
 DN6837  MODELED GRAVITY -    980,598.8   (mgal)                       NAVD 88
 DN6837
 DN6837  VERT ORDER      -  SECOND    CLASS I
 DN6837
 DN6837.The horizontal coordinates were determined by differentially corrected
 DN6837.hand held GPS observations or other comparable positioning techniques
 DN6837.and have an estimated accuracy of +/- 3 meters.
 DN6837
 DN6837.The orthometric height was determined by differential leveling and
 DN6837.adjusted by the NATIONAL GEODETIC SURVEY
 DN6837.in May 2020.
 DN6837
 DN6837.Significant digits in the geoid height do not necessarily reflect accuracy.
 DN6837.GEOID18 height accuracy estimate available here.
 DN6837
 DN6837.Click photographs - Photos may exist for this station.
 DN6837
 DN6837.The dynamic height is computed by dividing the NAVD 88
 DN6837.geopotential number by the normal gravity value computed on the
 DN6837.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN6837.degrees latitude (g = 980.6199 gals.).
 DN6837
 DN6837.The modeled gravity was interpolated from observed gravity values.
 DN6837
 DN6837;                    North         East    Units  Estimated Accuracy
 DN6837;SPC MN S     -   301,384.4     830,274.1     MT  (+/- 3 meters HH1 GPS) 
 DN6837
 DN6837_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK5119162229(NAD 83)
 DN6837
 DN6837                          SUPERSEDED SURVEY CONTROL
 DN6837
 DN6837  NAVD 88 (08/01/13)  279.462  (m)          916.87   (f) SUPERSEDED  2 1
 DN6837
 DN6837.Superseded values are not recommended for survey control.
 DN6837
 DN6837.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN6837.See file dsdata.pdf to determine how the superseded data were derived.
 DN6837
 DN6837_MARKER: DD = SURVEY DISK
 DN6837_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DN6837_SP_SET: BRIDGE WALKWAY
 DN6837_STAMPING: 1013 BU 2007
 DN6837_MARK LOGO: MNDT
 DN6837_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DN6837_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DN6837_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DN6837+SATELLITE: SATELLITE OBSERVATIONS - October 10, 2017
 DN6837
 DN6837  HISTORY     - Date     Condition        Report By
 DN6837  HISTORY     - 20070701 MONUMENTED       MNDT
 DN6837  HISTORY     - 20171010 GOOD             MNDT
 DN6837
 DN6837                          STATION DESCRIPTION
 DN6837
 DN6837'DESCRIBED BY MN DEPT OF TRANSP 2007
 DN6837'THE STATION IS LOCATED IN CHASKA.
 DN6837'
 DN6837'TO REACH THE MARK IN BRIDGE DECK IN SOUTHEAST CORNER OF EASTBOUND
 DN6837'TRUNK HIGHWAY 212 BRIDGE NUMBER 10054 OVER CREEK, 0.55 MI (0.9 KM)
 DN6837'EAST ALONG TRUNK HIGHWAY 212  FROM THE JUNCTION OF TRUNK HIGHWAY 212
 DN6837'AND COUNTY ROAD 10 (ENGLER BOULEVARD), AT TRUNK HIGHWAY 212 MILE POINT
 DN6837'148.5.
 DN6837'
 DN6837'IT IS 22.9 FT (7.0 M) SOUTH OF TRUNK HIGHWAY 212, 1.5 FT (0.5 M) NORTH
 DN6837'OF BRIDGE RAIL.
 DN6837
 DN6837                          STATION RECOVERY (2017)
 DN6837
 DN6837'RECOVERY NOTE BY MN DEPT OF TRANSP 2017 (MPP)
 DN6837'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DN6800 ***********************************************************************
 DN6800  DESIGNATION -  1013 BV
 DN6800  PID         -  DN6800
 DN6800  STATE/COUNTY-  MN/CARVER
 DN6800  COUNTRY     -  US
 DN6800  USGS QUAD   -  VICTORIA (2019)
 DN6800
 DN6800                         *CURRENT SURVEY CONTROL
 DN6800  ______________________________________________________________________
 DN6800* NAD 83(1986) POSITION- 44 48 21.39   (N) 093 37 29.26   (W)   HD_HELD1
 DN6800* NAVD 88 ORTHO HEIGHT -   282.865 (meters)      928.03  (feet) ADJUSTED
 DN6800  ______________________________________________________________________
 DN6800  GEOID HEIGHT    -        -26.764 (meters)                     GEOID18
 DN6800  DYNAMIC HEIGHT  -        282.862 (meters)      928.02  (feet) COMP
 DN6800  MODELED GRAVITY -    980,597.8   (mgal)                       NAVD 88
 DN6800
 DN6800  VERT ORDER      -  SECOND    CLASS I
 DN6800
 DN6800.The horizontal coordinates were determined by differentially corrected
 DN6800.hand held GPS observations or other comparable positioning techniques
 DN6800.and have an estimated accuracy of +/- 3 meters.
 DN6800
 DN6800.The orthometric height was determined by differential leveling and
 DN6800.adjusted by the NATIONAL GEODETIC SURVEY
 DN6800.in May 2020.
 DN6800
 DN6800.Significant digits in the geoid height do not necessarily reflect accuracy.
 DN6800.GEOID18 height accuracy estimate available here.
 DN6800
 DN6800.Click photographs - Photos may exist for this station.
 DN6800
 DN6800.The dynamic height is computed by dividing the NAVD 88
 DN6800.geopotential number by the normal gravity value computed on the
 DN6800.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN6800.degrees latitude (g = 980.6199 gals.).
 DN6800
 DN6800.The modeled gravity was interpolated from observed gravity values.
 DN6800
 DN6800;                    North         East    Units  Estimated Accuracy
 DN6800;SPC MN S     -   300,730.4     829,681.5     MT  (+/- 3 meters HH1 GPS) 
 DN6800
 DN6800_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK5059061583(NAD 83)
 DN6800
 DN6800                          SUPERSEDED SURVEY CONTROL
 DN6800
 DN6800  NAVD 88 (08/01/13)  282.870  (m)          928.05   (f) SUPERSEDED  2 1
 DN6800
 DN6800.Superseded values are not recommended for survey control.
 DN6800
 DN6800.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN6800.See file dsdata.pdf to determine how the superseded data were derived.
 DN6800
 DN6800_MARKER: DD = SURVEY DISK
 DN6800_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DN6800_SP_SET: BRIDGE ABUTMENT
 DN6800_STAMPING: 1013 BV 2007
 DN6800_MARK LOGO: MNDT
 DN6800_MAGNETIC: I = MARKER IS A STEEL ROD
 DN6800_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DN6800_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DN6800+SATELLITE: SATELLITE OBSERVATIONS - October 10, 2017
 DN6800
 DN6800  HISTORY     - Date     Condition        Report By
 DN6800  HISTORY     - 20070701 MONUMENTED       MNDT
 DN6800  HISTORY     - 20171010 GOOD             MNDT
 DN6800
 DN6800                          STATION DESCRIPTION
 DN6800
 DN6800'DESCRIBED BY MN DEPT OF TRANSP 2007
 DN6800'THE STATION IS LOCATED IN CHASKA.
 DN6800'
 DN6800'TO REACH THE MARK IN BRIDGE DECK IN NORTHEAST CORNER OF COUNTY ROAD 10
 DN6800'(ENGLER BOULEVARD) BRIDGE NUMBER 10029 OVER TRUNK HIGHWAY 212, 1.25 MI
 DN6800'(2.0 KM) WEST ALONG TRUNK HIGHWAY 212  FROM THE JUNCTION OF TRUNK
 DN6800'HIGHWAY 212 AND TRUNK HIGHWAY 41, THEN TAKE EXIT FOR COUNTY ROAD 10
 DN6800'(ENGLER BOULEVARD).
 DN6800'
 DN6800'IT IS 0.1 MI (0.2 KM) SOUTHEAST ON COUNTY ROAD 10 (ENGLER BOULEVARD),
 DN6800'AT TRUNK HIGHWAY 212 MILE POINT 148.0, 17.9 FT (5.5 M) NORTHEAST OF
 DN6800'ENGLER BOULEVARD, 1.1 FT (0.3 M) SOUTHWEST OF BRIDGE RAIL.
 DN6800
 DN6800                          STATION RECOVERY (2017)
 DN6800
 DN6800'RECOVERY NOTE BY MN DEPT OF TRANSP 2017 (MPP)
 DN6800'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DN6799 ***********************************************************************
 DN6799  DESIGNATION -  1013 BW
 DN6799  PID         -  DN6799
 DN6799  STATE/COUNTY-  MN/CARVER
 DN6799  COUNTRY     -  US
 DN6799  USGS QUAD   -  VICTORIA (2019)
 DN6799
 DN6799                         *CURRENT SURVEY CONTROL
 DN6799  ______________________________________________________________________
 DN6799* NAD 83(1986) POSITION- 44 48 03.0    (N) 093 37 46.0    (W)   HD_HELD2
 DN6799* NAVD 88 ORTHO HEIGHT -   281.253 (meters)      922.74  (feet) ADJUSTED
 DN6799  ______________________________________________________________________
 DN6799  GEOID HEIGHT    -        -26.770 (meters)                     GEOID18
 DN6799  DYNAMIC HEIGHT  -        281.250 (meters)      922.73  (feet) COMP
 DN6799  MODELED GRAVITY -    980,596.9   (mgal)                       NAVD 88
 DN6799
 DN6799  VERT ORDER      -  SECOND    CLASS I
 DN6799
 DN6799.The horizontal coordinates were established by autonomous hand held GPS
 DN6799.observations and have an estimated accuracy of +/- 10 meters.
 DN6799
 DN6799.The orthometric height was determined by differential leveling and
 DN6799.adjusted by the NATIONAL GEODETIC SURVEY
 DN6799.in May 2020.
 DN6799
 DN6799.Significant digits in the geoid height do not necessarily reflect accuracy.
 DN6799.GEOID18 height accuracy estimate available here.
 DN6799
 DN6799.Click photographs - Photos may exist for this station.
 DN6799
 DN6799.The dynamic height is computed by dividing the NAVD 88
 DN6799.geopotential number by the normal gravity value computed on the
 DN6799.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN6799.degrees latitude (g = 980.6199 gals.).
 DN6799
 DN6799.The modeled gravity was interpolated from observed gravity values.
 DN6799
 DN6799;                    North         East    Units  Estimated Accuracy
 DN6799;SPC MN S     -   300,161.      829,316.      MT  (+/- 10 meters HH2 GPS)
 DN6799
 DN6799_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK5021861018(NAD 83)
 DN6799
 DN6799                          SUPERSEDED SURVEY CONTROL
 DN6799
 DN6799  NAVD 88 (08/01/13)  281.259  (m)          922.76   (f) SUPERSEDED  2 1
 DN6799
 DN6799.Superseded values are not recommended for survey control.
 DN6799
 DN6799.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN6799.See file dsdata.pdf to determine how the superseded data were derived.
 DN6799
 DN6799_MARKER: DD = SURVEY DISK
 DN6799_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DN6799_SP_SET: BRIDGE ABUTMENT
 DN6799_STAMPING: 1013 BW 2008
 DN6799_MARK LOGO: MNDT
 DN6799_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DN6799_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DN6799_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DN6799+SATELLITE: SATELLITE OBSERVATIONS - July 01, 2008
 DN6799
 DN6799  HISTORY     - Date     Condition        Report By
 DN6799  HISTORY     - 20080701 MONUMENTED       MNDT
 DN6799
 DN6799                          STATION DESCRIPTION
 DN6799
 DN6799'DESCRIBED BY MN DEPT OF TRANSP 2008
 DN6799'THE STATION IS LOCATED IN CHASKA.
 DN6799'
 DN6799'TO REACH THE MARK IN BRIDGE DECK IN SOUTHEAST CORNER OF WEST BOUND
 DN6799'TRUNK HIGHWAY 212 BRIDGE NUMBER 10027, 1.7 MI (2.7 KM) WEST ALONG
 DN6799'TRUNK HIGHWAY 212 FROM THE JUNCTION OF TRUNK HIGHWAY 212 AND TRUNK
 DN6799'HIGHWAY 41, AT TRUNK HIGHWAY 212 MILE POINT 147.7.
 DN6799'
 DN6799'IT IS 17.5 FT (5.3 M) SOUTHEAST OF TRUNK HIGHWAY 212, 1.5 FT (0.5 M)
 DN6799'NORTHWEST OF BRIDGE RAILING.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DN6836 ***********************************************************************
 DN6836  DESIGNATION -  1013 BX
 DN6836  PID         -  DN6836
 DN6836  STATE/COUNTY-  MN/CARVER
 DN6836  COUNTRY     -  US
 DN6836  USGS QUAD   -  VICTORIA (2019)
 DN6836
 DN6836                         *CURRENT SURVEY CONTROL
 DN6836  ______________________________________________________________________
 DN6836* NAD 83(1986) POSITION- 44 48 02.82   (N) 093 37 44.79   (W)   HD_HELD1
 DN6836* NAVD 88 ORTHO HEIGHT -   281.041 (meters)      922.05  (feet) ADJUSTED
 DN6836  ______________________________________________________________________
 DN6836  GEOID HEIGHT    -        -26.770 (meters)                     GEOID18
 DN6836  DYNAMIC HEIGHT  -        281.038 (meters)      922.04  (feet) COMP
 DN6836  MODELED GRAVITY -    980,597.1   (mgal)                       NAVD 88
 DN6836
 DN6836  VERT ORDER      -  SECOND    CLASS I
 DN6836
 DN6836.The horizontal coordinates were determined by differentially corrected
 DN6836.hand held GPS observations or other comparable positioning techniques
 DN6836.and have an estimated accuracy of +/- 3 meters.
 DN6836
 DN6836.The orthometric height was determined by differential leveling and
 DN6836.adjusted by the NATIONAL GEODETIC SURVEY
 DN6836.in May 2020.
 DN6836
 DN6836.Significant digits in the geoid height do not necessarily reflect accuracy.
 DN6836.GEOID18 height accuracy estimate available here.
 DN6836
 DN6836.Click photographs - Photos may exist for this station.
 DN6836
 DN6836.The dynamic height is computed by dividing the NAVD 88
 DN6836.geopotential number by the normal gravity value computed on the
 DN6836.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN6836.degrees latitude (g = 980.6199 gals.).
 DN6836
 DN6836.The modeled gravity was interpolated from observed gravity values.
 DN6836
 DN6836;                    North         East    Units  Estimated Accuracy
 DN6836;SPC MN S     -   300,155.6     829,342.8     MT  (+/- 3 meters HH1 GPS) 
 DN6836
 DN6836_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK5024561012(NAD 83)
 DN6836
 DN6836                          SUPERSEDED SURVEY CONTROL
 DN6836
 DN6836  NAVD 88 (08/01/13)  281.062  (m)          922.12   (f) SUPERSEDED  2 1
 DN6836
 DN6836.Superseded values are not recommended for survey control.
 DN6836
 DN6836.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN6836.See file dsdata.pdf to determine how the superseded data were derived.
 DN6836
 DN6836_MARKER: DD = SURVEY DISK
 DN6836_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DN6836_SP_SET: BRIDGE ABUTMENT WALKWAY
 DN6836_STAMPING: 1013 BX 2008
 DN6836_MARK LOGO: MNDT
 DN6836_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DN6836_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DN6836_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DN6836+SATELLITE: SATELLITE OBSERVATIONS - October 10, 2017
 DN6836
 DN6836  HISTORY     - Date     Condition        Report By
 DN6836  HISTORY     - 20080701 MONUMENTED       MNDT
 DN6836  HISTORY     - 20171010 GOOD             MNDT
 DN6836
 DN6836                          STATION DESCRIPTION
 DN6836
 DN6836'DESCRIBED BY MN DEPT OF TRANSP 2008
 DN6836'THE STATION IS LOCATED IN CHASKA.
 DN6836'
 DN6836'TO REACH THE MARK IN BRIDGE DECK IN SOUTHEAST CORNER OF EASTBOUND
 DN6836'TRUNK HIGHWAY 212 BRIDGE NUMBER 10028 OVER CREEK ROAD, 1.95 MI (3.1
 DN6836'KM) NORTHEAST ALONG TRUNK HIGHWAY 212  FROM THE JUNCTION OF TRUNK
 DN6836'HIGHWAY 212 AND COUNTY ROAD 147, AT TRUNK HIGHWAY 212 MILE POINT
 DN6836'147.7.
 DN6836'
 DN6836'IT IS 22.8 FT (6.9 M) SOUTHEAST OF TRUNK HIGHWAY 212, 1.5 FT (0.5 M)
 DN6836'NORTHWEST OF BRIDGE RAIL.
 DN6836
 DN6836                          STATION RECOVERY (2017)
 DN6836
 DN6836'RECOVERY NOTE BY MN DEPT OF TRANSP 2017 (MPP)
 DN6836'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DN6796 ***********************************************************************
 DN6796  DESIGNATION -  1013 BY
 DN6796  PID         -  DN6796
 DN6796  STATE/COUNTY-  MN/CARVER
 DN6796  COUNTRY     -  US
 DN6796  USGS QUAD   -  VICTORIA (2019)
 DN6796
 DN6796                         *CURRENT SURVEY CONTROL
 DN6796  ______________________________________________________________________
 DN6796* NAD 83(1986) POSITION- 44 46 46.57   (N) 093 38 03.67   (W)   HD_HELD1
 DN6796* NAVD 88 ORTHO HEIGHT -   295.669 (meters)      970.04  (feet) ADJUSTED
 DN6796  ______________________________________________________________________
 DN6796  GEOID HEIGHT    -        -26.791 (meters)                     GEOID18
 DN6796  DYNAMIC HEIGHT  -        295.665 (meters)      970.03  (feet) COMP
 DN6796  MODELED GRAVITY -    980,594.3   (mgal)                       NAVD 88
 DN6796
 DN6796  VERT ORDER      -  SECOND    CLASS I
 DN6796
 DN6796.The horizontal coordinates were determined by differentially corrected
 DN6796.hand held GPS observations or other comparable positioning techniques
 DN6796.and have an estimated accuracy of +/- 3 meters.
 DN6796
 DN6796.The orthometric height was determined by differential leveling and
 DN6796.adjusted by the NATIONAL GEODETIC SURVEY
 DN6796.in May 2020.
 DN6796
 DN6796.Significant digits in the geoid height do not necessarily reflect accuracy.
 DN6796.GEOID18 height accuracy estimate available here.
 DN6796
 DN6796.Click photographs - Photos may exist for this station.
 DN6796
 DN6796.The dynamic height is computed by dividing the NAVD 88
 DN6796.geopotential number by the normal gravity value computed on the
 DN6796.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN6796.degrees latitude (g = 980.6199 gals.).
 DN6796
 DN6796.The modeled gravity was interpolated from observed gravity values.
 DN6796
 DN6796;                    North         East    Units  Estimated Accuracy
 DN6796;SPC MN S     -   297,800.2     828,938.4     MT  (+/- 3 meters HH1 GPS) 
 DN6796
 DN6796_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK4981158663(NAD 83)
 DN6796
 DN6796                          SUPERSEDED SURVEY CONTROL
 DN6796
 DN6796  NAVD 88 (08/01/13)  295.679  (m)          970.07   (f) SUPERSEDED  2 1
 DN6796
 DN6796.Superseded values are not recommended for survey control.
 DN6796
 DN6796.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN6796.See file dsdata.pdf to determine how the superseded data were derived.
 DN6796
 DN6796_MARKER: DD = SURVEY DISK
 DN6796_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DN6796_SP_SET: BRIDGE ABUTMENT WALKWAY
 DN6796_STAMPING: 1013 BY 2006
 DN6796_MARK LOGO: MNDT
 DN6796_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DN6796_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DN6796_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DN6796+SATELLITE: SATELLITE OBSERVATIONS - October 09, 2017
 DN6796
 DN6796  HISTORY     - Date     Condition        Report By
 DN6796  HISTORY     - 20080401 MONUMENTED       MNDT
 DN6796  HISTORY     - 20171009 GOOD             MNDT
 DN6796
 DN6796                          STATION DESCRIPTION
 DN6796
 DN6796'DESCRIBED BY MN DEPT OF TRANSP 2008
 DN6796'THE STATION IS LOCATED IN CHASKA.
 DN6796'
 DN6796'TO REACH THE MARK IN BRIDGE DECK IN SOUTHWEST CORNER OF COUNTY ROAD 61
 DN6796'BRIDGE NUMBER 10024 OVER TRUNK HIGHWAY 212, 0.2 MI (0.3 KM) NORTH
 DN6796'ALONG COUNTY ROAD 11  FROM THE JUNCTION OF COUNTY ROAD 11 AND TRUNK
 DN6796'HIGHWAY 212.
 DN6796'
 DN6796'IT IS 0.4 MI (0.6 KM) EAST AND SOUTH ON COUNTY ROAD 61 (CHASKA
 DN6796'BOULEVARD), AT TRUNK HIGHWAY 212 MILEPOST 46.1, 20.9 FT (6.4 M)
 DN6796'SOUTHWEST OF COUNTY ROAD 61, 1.5 FT (0.5 M) NORTHEAST OF BRIDGE RAIL.
 DN6796
 DN6796                          STATION RECOVERY (2017)
 DN6796
 DN6796'RECOVERY NOTE BY MN DEPT OF TRANSP 2017 (MPP)
 DN6796'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DN6795 ***********************************************************************
 DN6795  DESIGNATION -  1013 BZ
 DN6795  PID         -  DN6795
 DN6795  STATE/COUNTY-  MN/CARVER
 DN6795  COUNTRY     -  US
 DN6795  USGS QUAD   -  VICTORIA (2019)
 DN6795
 DN6795                         *CURRENT SURVEY CONTROL
 DN6795  ______________________________________________________________________
 DN6795* NAD 83(1986) POSITION- 44 46 36.9    (N) 093 38 32.6    (W)   HD_HELD2
 DN6795* NAVD 88 ORTHO HEIGHT -   294.758 (meters)      967.05  (feet) ADJUSTED
 DN6795  ______________________________________________________________________
 DN6795  GEOID HEIGHT    -        -26.799 (meters)                     GEOID18
 DN6795  DYNAMIC HEIGHT  -        294.753 (meters)      967.04  (feet) COMP
 DN6795  MODELED GRAVITY -    980,592.4   (mgal)                       NAVD 88
 DN6795
 DN6795  VERT ORDER      -  SECOND    CLASS I
 DN6795
 DN6795.The horizontal coordinates were established by autonomous hand held GPS
 DN6795.observations and have an estimated accuracy of +/- 10 meters.
 DN6795
 DN6795.The orthometric height was determined by differential leveling and
 DN6795.adjusted by the NATIONAL GEODETIC SURVEY
 DN6795.in May 2020.
 DN6795
 DN6795.Significant digits in the geoid height do not necessarily reflect accuracy.
 DN6795.GEOID18 height accuracy estimate available here.
 DN6795
 DN6795.Click photographs - Photos may exist for this station.
 DN6795
 DN6795.The dynamic height is computed by dividing the NAVD 88
 DN6795.geopotential number by the normal gravity value computed on the
 DN6795.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN6795.degrees latitude (g = 980.6199 gals.).
 DN6795
 DN6795.The modeled gravity was interpolated from observed gravity values.
 DN6795
 DN6795;                    North         East    Units  Estimated Accuracy
 DN6795;SPC MN S     -   297,499.      828,304.      MT  (+/- 10 meters HH2 GPS)
 DN6795
 DN6795_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK4917358369(NAD 83)
 DN6795
 DN6795                          SUPERSEDED SURVEY CONTROL
 DN6795
 DN6795  NAVD 88 (08/01/13)  294.769  (m)          967.09   (f) SUPERSEDED  2 1
 DN6795
 DN6795.Superseded values are not recommended for survey control.
 DN6795
 DN6795.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN6795.See file dsdata.pdf to determine how the superseded data were derived.
 DN6795
 DN6795_MARKER: DD = SURVEY DISK
 DN6795_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DN6795_SP_SET: BRIDGE WALKWAY
 DN6795_STAMPING: 1013 BZ 2008
 DN6795_MARK LOGO: MNDT
 DN6795_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DN6795_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DN6795_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DN6795+SATELLITE: SATELLITE OBSERVATIONS - October 09, 2017
 DN6795
 DN6795  HISTORY     - Date     Condition        Report By
 DN6795  HISTORY     - 20080401 MONUMENTED       MNDT
 DN6795  HISTORY     - 20130827 GOOD             MNDT
 DN6795  HISTORY     - 20170705 GOOD             MNDT
 DN6795  HISTORY     - 20171009 GOOD             MNDT
 DN6795
 DN6795                          STATION DESCRIPTION
 DN6795
 DN6795'DESCRIBED BY MN DEPT OF TRANSP 2008
 DN6795'THE STATION IS LOCATED 2.0 MI (3.2 KM) EAST OF DAHLGREN.
 DN6795'
 DN6795'TO REACH THE MARK IN BRIDGE DECK AT SOUTHWEST CORNER OF BRIDGE NUMBER
 DN6795'10019 (COUNTY ROAD 11 OVER TRUNK HIGHWAY 212), 2.0 MI (3.2 KM) EAST
 DN6795'ALONG TRUNK HIGHWAY 212 FROM THE JUNCTION OF TRUNK HIGHWAY 212 AND
 DN6795'TRUNK HIGHWAY 43 IN DAHLGREN, AT TRUNK HIGHWAY 212 MILE POINT 145.8.
 DN6795'
 DN6795'IT IS 36.0 FT (11.0 M) EAST OF COUNTY ROAD 11, 2.05 FT (0.6 M) NORTH
 DN6795'OF SOUTHEAST END OF BRIDGE RAILING.
 DN6795
 DN6795                          STATION RECOVERY (2013)
 DN6795
 DN6795'RECOVERY NOTE BY MN DEPT OF TRANSP 2013 (LS)
 DN6795'RECOVERED AS DESCRIBED.
 DN6795
 DN6795                          STATION RECOVERY (2017)
 DN6795
 DN6795'RECOVERY NOTE BY MN DEPT OF TRANSP 2017 (LLS)
 DN6795'RECOVERED AS DESCRIBED.
 DN6795
 DN6795                          STATION RECOVERY (2017)
 DN6795
 DN6795'RECOVERY NOTE BY MN DEPT OF TRANSP 2017 (MPP)
 DN6795'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 PP1854 ***********************************************************************
 PP1854  DESIGNATION -  1013 C
 PP1854  PID         -  PP1854
 PP1854  STATE/COUNTY-  MN/CARVER
 PP1854  COUNTRY     -  US
 PP1854  USGS QUAD   -  NORWOOD (2019)
 PP1854
 PP1854                         *CURRENT SURVEY CONTROL
 PP1854  ______________________________________________________________________
 PP1854* NAD 83(2011) POSITION- 44 46 08.80316(N) 093 54 40.46840(W)   ADJUSTED
 PP1854* NAD 83(2011) ELLIP HT-   273.461 (meters)        (06/27/12)   ADJUSTED
 PP1854* NAD 83(2011) EPOCH   -  2010.00
 PP1854* NAVD 88 ORTHO HEIGHT -   300.888 (meters)      987.16  (feet) ADJUSTED
 PP1854  ______________________________________________________________________
 PP1854  GEOID HEIGHT    -        -27.439 (meters)                     GEOID18
 PP1854  NAD 83(2011) X  -   -309,397.851 (meters)                     COMP
 PP1854  NAD 83(2011) Y  - -4,525,327.222 (meters)                     COMP
 PP1854  NAD 83(2011) Z  -  4,469,361.206 (meters)                     COMP
 PP1854  LAPLACE CORR    -          4.15  (seconds)                    DEFLEC18
 PP1854  DYNAMIC HEIGHT  -        300.861 (meters)      987.07  (feet) COMP
 PP1854  MODELED GRAVITY -    980,516.7   (mgal)                       NAVD 88
 PP1854
 PP1854  VERT ORDER      -  SECOND    CLASS I
 PP1854
 PP1854  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 PP1854  Standards:
 PP1854         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 PP1854            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 PP1854  -------------------------------------------------------------------
 PP1854  NETWORK    0.48   0.86           0.22   0.16   0.44      0.07544775
 PP1854  -------------------------------------------------------------------
 PP1854  Click here for local accuracies and other accuracy information.
 PP1854
 PP1854.The horizontal coordinates were established by GPS observations
 PP1854.and adjusted by the National Geodetic Survey in June 2012.
 PP1854
 PP1854.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 PP1854.been affixed to the stable North American tectonic plate. See 
 PP1854.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 PP1854
 PP1854.The horizontal coordinates are valid at the epoch date displayed above
 PP1854.which is a decimal equivalence of Year/Month/Day.
 PP1854
 PP1854.The orthometric height was determined by differential leveling and
 PP1854.adjusted by the NATIONAL GEODETIC SURVEY
 PP1854.in May 2020.
 PP1854
 PP1854.Significant digits in the geoid height do not necessarily reflect accuracy.
 PP1854.GEOID18 height accuracy estimate available here.
 PP1854
 PP1854.Click photographs - Photos may exist for this station.
 PP1854
 PP1854.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 PP1854
 PP1854.The Laplace correction was computed from DEFLEC18 derived deflections.
 PP1854
 PP1854.The ellipsoidal height was determined by GPS observations
 PP1854.and is referenced to NAD 83.
 PP1854
 PP1854.The dynamic height is computed by dividing the NAVD 88
 PP1854.geopotential number by the normal gravity value computed on the
 PP1854.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP1854.degrees latitude (g = 980.6199 gals.).
 PP1854
 PP1854.The modeled gravity was interpolated from observed gravity values.
 PP1854
 PP1854. The following values were computed from the NAD 83(2011) position.
 PP1854
 PP1854;                    North         East     Units Scale Factor Converg.
 PP1854;SPC MN S     -   296,573.525   807,025.926   MT  0.99993293   +0 03 44.0
 PP1854;SPC MN S     -   973,008.31  2,647,717.56   sFT  0.99993293   +0 03 44.0
 PP1854;UTM  15      - 4,957,706.028   427,892.367   MT  0.99966394   -0 38 30.4
 PP1854
 PP1854!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PP1854!SPC MN S     -   0.99995713  x   0.99993293  =   0.99989006
 PP1854!UTM  15      -   0.99995713  x   0.99966394  =   0.99962108
 PP1854
 PP1854_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK2789257706(NAD 83)
 PP1854
 PP1854                          SUPERSEDED SURVEY CONTROL
 PP1854
 PP1854  NAD 83(2007)-  44 46 08.80332(N)    093 54 40.46918(W) AD(2002.00) 1
 PP1854  ELLIP H (02/25/11)  273.497  (m)                       GP(2002.00) 2 1
 PP1854  NAVD 88 (08/01/13)  300.903  (m)          987.21   (f) SUPERSEDED  2 1
 PP1854  NAVD 88             300.90   (m)          987.2    (f) LEVELING    3  
 PP1854  NAVD 88 (06/15/91)  300.897  (m)          987.19   (f) SUPERSEDED  2 0
 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
 PP1854.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PP1854.See file dsdata.pdf to determine how the superseded data were derived.
 PP1854
 PP1854_MARKER: DB = BENCH MARK DISK
 PP1854_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 PP1854_STAMPING: 1013-C 1970
 PP1854_MARK LOGO: MNHD
 PP1854_PROJECTION: RECESSED 5 CENTIMETERS
 PP1854_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 PP1854_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PP1854_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PP1854+SATELLITE: SATELLITE OBSERVATIONS - October 13, 2020
 PP1854
 PP1854  HISTORY     - Date     Condition        Report By
 PP1854  HISTORY     - 19700401 MONUMENTED       MNHD
 PP1854  HISTORY     - 20080609 GOOD             MNDT
 PP1854  HISTORY     - 20201013 GOOD             MNDT
 PP1854
 PP1854                          STATION DESCRIPTION
 PP1854
 PP1854'DESCRIBED BY MN HIGHWAY DEPT 1970
 PP1854'0.9 MI W FROM NORWOOD.
 PP1854'MARK IS LOCATED 0.3 MILES NORTH ALONG COUNTY ROAD 33 FROM THE JUNCTION
 PP1854'OF COUNTY ROAD 31 IN THE TOWN OF NORWOOD, THENCE, EAST 0.9 MILES ALONG
 PP1854'T.H. 212, 0.3 MILES EAST OF A RAILROAD CROSSING (NORTH-SOUTH), 650
 PP1854'FEET WEST-NORTHWEST OF COUNTY ROAD 134, 135 FEET WEST-NORTHWEST OF A 5
 PP1854'FOOT CONCRETE CULVERT, 60 FEET NORTH OF T.H. 212 WESTBOUND CENTERLINE,
 PP1854'0.5 FEET SOUTH OF A STEEL WITNESS POST, IN A CONCRETE MONUMENT ABOUT 2
 PP1854'FEET HIGHER THAN T.H. 212, SET FLUSH WITH THE GROUND. NE 1/4 SECTION
 PP1854'14, T 115N, R 26W.
 PP1854
 PP1854                          STATION RECOVERY (2008)
 PP1854
 PP1854'RECOVERY NOTE BY MN DEPT OF TRANSP 2008 (MPP)
 PP1854'THE MARK WAS RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.
 PP1854'THE MARK IS 0.9 MILE EAST OF NORWOOD YOUNG AMERICA, 1.26 MILES
 PP1854'SOUTHEAST ALONG TRUNK HIGHWAY 212 FROM THE JUNCTION OF TRUNK HIGHWAY
 PP1854'212 AND TRUNK HIGHWAY 5 IN NORWOOD YOUNG AMERICA, AT TRUNK HIGHWAY 212
 PP1854'MILEPOINT 132.15, 650.0 FEET WEST-NORTHWEST OF COUNTY ROAD 74, 135.0
 PP1854'FEET WEST-NORTHWEST OF 5 FOOT CONCRETE CULVERT, 60.0 FEET NORTHWEST OF
 PP1854'WESTBOUND TRUNK HIGHWAY 212, 1.0 FOOT WEST OF WITNESS POST.
 PP1854
 PP1854                          STATION RECOVERY (2020)
 PP1854
 PP1854'RECOVERY NOTE BY MN DEPT OF TRANSP 2020 (KMS)
 PP1854'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DN6798 ***********************************************************************
 DN6798  DESIGNATION -  1013 CA
 DN6798  PID         -  DN6798
 DN6798  STATE/COUNTY-  MN/CARVER
 DN6798  COUNTRY     -  US
 DN6798  USGS QUAD   -  VICTORIA (2019)
 DN6798
 DN6798                         *CURRENT SURVEY CONTROL
 DN6798  ______________________________________________________________________
 DN6798* NAD 83(1986) POSITION- 44 47 27.4    (N) 093 37 53.1    (W)   HD_HELD2
 DN6798* NAVD 88 ORTHO HEIGHT -   290.500 (meters)      953.08  (feet) ADJUSTED
 DN6798  ______________________________________________________________________
 DN6798  GEOID HEIGHT    -        -26.778 (meters)                     GEOID18
 DN6798  DYNAMIC HEIGHT  -        290.497 (meters)      953.07  (feet) COMP
 DN6798  MODELED GRAVITY -    980,596.2   (mgal)                       NAVD 88
 DN6798
 DN6798  VERT ORDER      -  SECOND    CLASS I
 DN6798
 DN6798.The horizontal coordinates were established by autonomous hand held GPS
 DN6798.observations and have an estimated accuracy of +/- 10 meters.
 DN6798
 DN6798.The orthometric height was determined by differential leveling and
 DN6798.adjusted by the NATIONAL GEODETIC SURVEY
 DN6798.in May 2020.
 DN6798
 DN6798.Significant digits in the geoid height do not necessarily reflect accuracy.
 DN6798.GEOID18 height accuracy estimate available here.
 DN6798
 DN6798.Click photographs - Photos may exist for this station.
 DN6798
 DN6798.The dynamic height is computed by dividing the NAVD 88
 DN6798.geopotential number by the normal gravity value computed on the
 DN6798.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN6798.degrees latitude (g = 980.6199 gals.).
 DN6798
 DN6798.The modeled gravity was interpolated from observed gravity values.
 DN6798
 DN6798;                    North         East    Units  Estimated Accuracy
 DN6798;SPC MN S     -   299,061.      829,165.      MT  (+/- 10 meters HH2 GPS)
 DN6798
 DN6798_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK5005459921(NAD 83)
 DN6798
 DN6798                          SUPERSEDED SURVEY CONTROL
 DN6798
 DN6798  NAVD 88 (08/01/13)  290.508  (m)          953.11   (f) SUPERSEDED  2 1
 DN6798
 DN6798.Superseded values are not recommended for survey control.
 DN6798
 DN6798.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN6798.See file dsdata.pdf to determine how the superseded data were derived.
 DN6798
 DN6798_MARKER: DD = SURVEY DISK
 DN6798_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DN6798_SP_SET: BRIDGE ABUTMENT
 DN6798_STAMPING: 1013 CA 2008
 DN6798_MARK LOGO: MNDT
 DN6798_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DN6798_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DN6798_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DN6798+SATELLITE: SATELLITE OBSERVATIONS - October 09, 2017
 DN6798
 DN6798  HISTORY     - Date     Condition        Report By
 DN6798  HISTORY     - 20080401 MONUMENTED       MNDT
 DN6798  HISTORY     - 20171009 GOOD             MNDT
 DN6798
 DN6798                          STATION DESCRIPTION
 DN6798
 DN6798'DESCRIBED BY MN DEPT OF TRANSP 2008
 DN6798'THE STATION IS LOCATED 2.0 MI (3.2 KM) SOUTHWEST OF CHASKA.
 DN6798'
 DN6798'TO REACH THE MARK IN BRIDGE DECK AT SOUTHWEST CORNER OF BRIDGE NUMBER
 DN6798'10017 (TRUNK HIGHWAY 212 OVER COUNTY ROAD 140), 2.25 MI (3.6 KM)
 DN6798'WEST-SOUTHWEST ALONG TRUNK HIGHWAY 212 FROM THE JUNCTION OF TRUNK
 DN6798'HIGHWAY 212 AND TRUNK HIGHWAY 41 IN CHASKA, AT TRUNK HIGHWAY 212 MILE
 DN6798'POINT 146.95.
 DN6798'
 DN6798'IT IS 20.0 FT (6.1 M) NORTH OF SOUTHWEST END OF RAILING, 19.0 FT (5.8
 DN6798'M) WEST OF COUNTY ROAD 140.
 DN6798
 DN6798                          STATION RECOVERY (2017)
 DN6798
 DN6798'RECOVERY NOTE BY MN DEPT OF TRANSP 2017 (MPP)
 DN6798'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DN6841 ***********************************************************************
 DN6841  DESIGNATION -  1013 CB
 DN6841  PID         -  DN6841
 DN6841  STATE/COUNTY-  MN/CARVER
 DN6841  COUNTRY     -  US
 DN6841  USGS QUAD   -  VICTORIA (2019)
 DN6841
 DN6841                         *CURRENT SURVEY CONTROL
 DN6841  ______________________________________________________________________
 DN6841* NAD 83(1986) POSITION- 44 46 36.8    (N) 093 38 33.9    (W)   HD_HELD2
 DN6841* NAVD 88 ORTHO HEIGHT -   294.638 (meters)      966.66  (feet) ADJUSTED
 DN6841  ______________________________________________________________________
 DN6841  GEOID HEIGHT    -        -26.800 (meters)                     GEOID18
 DN6841  DYNAMIC HEIGHT  -        294.634 (meters)      966.65  (feet) COMP
 DN6841  MODELED GRAVITY -    980,592.3   (mgal)                       NAVD 88
 DN6841
 DN6841  VERT ORDER      -  SECOND    CLASS I
 DN6841
 DN6841.The horizontal coordinates were established by autonomous hand held GPS
 DN6841.observations and have an estimated accuracy of +/- 10 meters.
 DN6841
 DN6841.The orthometric height was determined by differential leveling and
 DN6841.adjusted by the NATIONAL GEODETIC SURVEY
 DN6841.in May 2020.
 DN6841
 DN6841.Significant digits in the geoid height do not necessarily reflect accuracy.
 DN6841.GEOID18 height accuracy estimate available here.
 DN6841
 DN6841.Click photographs - Photos may exist for this station.
 DN6841
 DN6841.The dynamic height is computed by dividing the NAVD 88
 DN6841.geopotential number by the normal gravity value computed on the
 DN6841.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN6841.degrees latitude (g = 980.6199 gals.).
 DN6841
 DN6841.The modeled gravity was interpolated from observed gravity values.
 DN6841
 DN6841;                    North         East    Units  Estimated Accuracy
 DN6841;SPC MN S     -   297,496.      828,275.      MT  (+/- 10 meters HH2 GPS)
 DN6841
 DN6841_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK4914558366(NAD 83)
 DN6841
 DN6841                          SUPERSEDED SURVEY CONTROL
 DN6841
 DN6841  NAVD 88 (08/01/13)  294.649  (m)          966.69   (f) SUPERSEDED  2 1
 DN6841
 DN6841.Superseded values are not recommended for survey control.
 DN6841
 DN6841.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN6841.See file dsdata.pdf to determine how the superseded data were derived.
 DN6841
 DN6841_MARKER: DD = SURVEY DISK
 DN6841_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DN6841_SP_SET: BRIDGE WALKWAY
 DN6841_STAMPING: 1013 CB 2008
 DN6841_MARK LOGO: MNDT
 DN6841_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DN6841_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DN6841_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DN6841+SATELLITE: SATELLITE OBSERVATIONS - October 09, 2017
 DN6841
 DN6841  HISTORY     - Date     Condition        Report By
 DN6841  HISTORY     - 20080401 MONUMENTED       MNDT
 DN6841  HISTORY     - 20170705 GOOD             MNDT
 DN6841  HISTORY     - 20171009 GOOD             MNDT
 DN6841
 DN6841                          STATION DESCRIPTION
 DN6841
 DN6841'DESCRIBED BY MN DEPT OF TRANSP 2008
 DN6841'THE STATION IS LOCATED 2.0 MI (3.2 KM) EAST OF DAHLGREN.
 DN6841'
 DN6841'TO REACH THE MARK IN BRIDGE DECK AT SOUTHWEST CORNER OF BRIDGE NUMBER
 DN6841'10019 (COUNTY ROAD 11 OVER TRUNK HIGHWAY 212), 2.0 MI (3.2 KM) EAST
 DN6841'ALONG TRUNK HIGHWAY 212 FROM THE JUNCTION OF TRUNK HIGHWAY 212 AND
 DN6841'COUNTY ROAD 43 IN DAHLGREN TO TRUNK HIGHWAY 212 MILE POINT 145.8.
 DN6841'
 DN6841'IT IS 21.0 FT (6.4 M) WEST OF SOUTHBOUND COUNTY ROAD 11.
 DN6841
 DN6841                          STATION RECOVERY (2017)
 DN6841
 DN6841'RECOVERY NOTE BY MN DEPT OF TRANSP 2017 (LLS)
 DN6841'RECOVERED AS DESCRIBED.
 DN6841
 DN6841                          STATION RECOVERY (2017)
 DN6841
 DN6841'RECOVERY NOTE BY MN DEPT OF TRANSP 2017 (MPP)
 DN6841'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DO5014 ***********************************************************************
 DO5014  DESIGNATION -  1013 CC
 DO5014  PID         -  DO5014
 DO5014  STATE/COUNTY-  MN/CARVER
 DO5014  COUNTRY     -  US
 DO5014  USGS QUAD   -  SHAKOPEE (2019)
 DO5014
 DO5014                         *CURRENT SURVEY CONTROL
 DO5014  ______________________________________________________________________
 DO5014* NAD 83(2011) POSITION- 44 48 43.54436(N) 093 32 37.11891(W)   ADJUSTED
 DO5014* NAD 83(2011) ELLIP HT-   195.185 (meters)        (05/13/13)   ADJUSTED
 DO5014* NAD 83(2011) EPOCH   -  2010.00
 DO5014* NAVD 88 ORTHO HEIGHT -   221.978 (meters)      728.27  (feet) ADJUSTED
 DO5014  ______________________________________________________________________
 DO5014  GEOID HEIGHT    -        -26.792 (meters)                     GEOID18
 DO5014  NAD 83(2011) X  -   -280,146.738 (meters)                     COMP
 DO5014  NAD 83(2011) Y  - -4,523,804.714 (meters)                     COMP
 DO5014  NAD 83(2011) Z  -  4,472,696.125 (meters)                     COMP
 DO5014  LAPLACE CORR    -         -2.94  (seconds)                    DEFLEC18
 DO5014  DYNAMIC HEIGHT  -        221.974 (meters)      728.26  (feet) COMP
 DO5014  MODELED GRAVITY -    980,594.8   (mgal)                       NAVD 88
 DO5014
 DO5014  VERT ORDER      -  SECOND    CLASS I
 DO5014
 DO5014  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DO5014  Standards:
 DO5014         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DO5014            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DO5014  -------------------------------------------------------------------
 DO5014  NETWORK    0.63   0.88           0.29   0.21   0.45      0.17354232
 DO5014  -------------------------------------------------------------------
 DO5014  Click here for local accuracies and other accuracy information.
 DO5014
 DO5014.The horizontal coordinates were established by GPS observations
 DO5014.and adjusted by the MN DEPT OF TRANSP in May 2013.
 DO5014
 DO5014.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DO5014.been affixed to the stable North American tectonic plate. See 
 DO5014.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DO5014
 DO5014.The horizontal coordinates are valid at the epoch date displayed above
 DO5014.which is a decimal equivalence of Year/Month/Day.
 DO5014
 DO5014.The orthometric height was determined by differential leveling and
 DO5014.adjusted by the NATIONAL GEODETIC SURVEY
 DO5014.in August 2013.
 DO5014
 DO5014.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO5014.GEOID18 height accuracy estimate available here.
 DO5014
 DO5014.Click photographs - Photos may exist for this station.
 DO5014
 DO5014.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DO5014
 DO5014.The Laplace correction was computed from DEFLEC18 derived deflections.
 DO5014
 DO5014.The ellipsoidal height was determined by GPS observations
 DO5014.and is referenced to NAD 83.
 DO5014
 DO5014.The dynamic height is computed by dividing the NAVD 88
 DO5014.geopotential number by the normal gravity value computed on the
 DO5014.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO5014.degrees latitude (g = 980.6199 gals.).
 DO5014
 DO5014.The modeled gravity was interpolated from observed gravity values.
 DO5014
 DO5014. The following values were computed from the NAD 83(2011) position.
 DO5014
 DO5014;                    North         East     Units Scale Factor Converg.
 DO5014;SPC MN S     -   301,446.837   836,097.157   MT  0.99993671   +0 19 11.5
 DO5014;SPC MN S     -   988,996.83  2,743,095.42   sFT  0.99993671   +0 19 11.5
 DO5014;UTM  15      - 4,962,220.690   457,012.704   MT  0.99962272   -0 22 59.4
 DO5014
 DO5014!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DO5014!SPC MN S     -   0.99996940  x   0.99993671  =   0.99990611
 DO5014!UTM  15      -   0.99996940  x   0.99962272  =   0.99959213
 DO5014
 DO5014_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK5701262220(NAD 83)
 DO5014
 DO5014|---------------------------------------------------------------------|
 DO5014| PID    Reference Object                     Distance      Geod. Az  |
 DO5014|                                                           dddmmss.s |
 DO5014| DK3421 CN 36                               217.120 METERS 09522     |
 DO5014|---------------------------------------------------------------------|
 DO5014
 DO5014                          SUPERSEDED SURVEY CONTROL
 DO5014
 DO5014  NAVD 88             221.98   (m)          728.3    (f) LEVELING    3  
 DO5014
 DO5014.Superseded values are not recommended for survey control.
 DO5014
 DO5014.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DO5014.See file dsdata.pdf to determine how the superseded data were derived.
 DO5014
 DO5014_MARKER: I = METAL ROD
 DO5014_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DO5014_STAMPING: 1013 CC 2012
 DO5014_MARK LOGO: MNDT
 DO5014_PROJECTION: RECESSED 8 CENTIMETERS
 DO5014_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DO5014_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DO5014_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DO5014+SATELLITE: SATELLITE OBSERVATIONS - September 04, 2012
 DO5014_ROD/PIPE-DEPTH: 7.9 meters
 DO5014
 DO5014  HISTORY     - Date     Condition        Report By
 DO5014  HISTORY     - 20120730 MONUMENTED       MNDT
 DO5014  HISTORY     - 20120904 GOOD             MNDT
 DO5014
 DO5014                          STATION DESCRIPTION
 DO5014
 DO5014'DESCRIBED BY MN DEPT OF TRANSP 2012
 DO5014'THE ROD MARK IS LOCATED ABOUT 10.3 KM (6.4 MI) SOUTH OF EXCELSIOR, 7.5
 DO5014'KM (4.7 MI) SOUTHWEST OF EDEN PRAIRIE AND 2.1 KM (1.3 MI) NORTHWEST OF
 DO5014'SHAKOPEE.   IN CHANHASSEN, 2.55 MI (4.1 KM) SOUTH ALONG TRUNK HIGHWAY
 DO5014'101 (COUNTY ROAD 101) FROM THE JUNCTION OF TRUNK HIGHWAY 101 (COUNTY
 DO5014'ROAD 101) AND TRUNK HIGHWAY 212 IN CHANHASSEN, THEN 0.05 MI (0.1 KM)
 DO5014'WEST ON COUNTY ROAD 61 (FLYING CLOUD DRIVE).
 DO5014'
 DO5014'THE ROD MARK IS 36.2 FT (11.0 M) NORTH OF COUNTY ROAD 61 (FLYING CLOUD
 DO5014'DRIVE), 50.5 FT (15.4 M) WEST OF ENTRANCE TO BROOKSIDE GARDENS, 18.8
 DO5014'FT (5.7 M) SOUTH OF A FENCE LINE AND 1.5 FT (0.5 M) EAST OF A WITNESS
 DO5014'POST.
 DO5014
 DO5014                          STATION RECOVERY (2012)
 DO5014
 DO5014'RECOVERY NOTE BY MN DEPT OF TRANSP 2012 (DDS)
 DO5014'IN CHANHASSEN, 2.55 MILES SOUTH ALONG TRUNK HIGHWAY 101 (COUNTY ROAD
 DO5014'101) FROM JUNCTION OF TRUNK HIGHWAY 101 (COUNTY ROAD 101) AND TRUNK
 DO5014'HIGHWAY 212 IN CHANHASSEN, THEN 0.05 MILE WEST ON COUNTY ROAD 61
 DO5014'(FLYING CLOUD DRIVE), 36.2 FEET NORTH OF COUNTY ROAD 61 (FLYING CLOUD
 DO5014'DRIVE), 50.5 FEET WEST OF ENTRANCE TO BROOKSIDE GARDENS, 18.8 FEET
 DO5014'SOUTH OF FENCE LINE, 1.5 FEET EAST OF WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DQ7959 ***********************************************************************
 DQ7959  DESIGNATION -  1013 CD
 DQ7959  PID         -  DQ7959
 DQ7959  STATE/COUNTY-  MN/CARVER
 DQ7959  COUNTRY     -  US
 DQ7959  USGS QUAD   -  VICTORIA (2019)
 DQ7959
 DQ7959                         *CURRENT SURVEY CONTROL
 DQ7959  ______________________________________________________________________
 DQ7959* NAD 83(2011) POSITION- 44 46 35.15810(N) 093 39 00.60273(W)   ADJUSTED
 DQ7959* NAD 83(2011) ELLIP HT-   263.104 (meters)        (06/10/20)   ADJUSTED
 DQ7959* NAD 83(2011) EPOCH   -  2010.00
 DQ7959* NAVD 88 ORTHO HEIGHT -   289.905 (meters)      951.13  (feet) ADJUSTED
 DQ7959  ______________________________________________________________________
 DQ7959  GEOID HEIGHT    -        -26.807 (meters)                     GEOID18
 DQ7959  NAD 83(2011) X  -   -288,737.668 (meters)                     COMP
 DQ7959  NAD 83(2011) Y  - -4,526,110.865 (meters)                     COMP
 DQ7959  NAD 83(2011) Z  -  4,469,931.474 (meters)                     COMP
 DQ7959  LAPLACE CORR    -          2.55  (seconds)                    DEFLEC18
 DQ7959  DYNAMIC HEIGHT  -        289.900 (meters)      951.11  (feet) COMP
 DQ7959  MODELED GRAVITY -    980,591.0   (mgal)                       NAVD 88
 DQ7959
 DQ7959  VERT ORDER      -  SECOND    CLASS I
 DQ7959
 DQ7959  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DQ7959  Standards:
 DQ7959         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DQ7959            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DQ7959  -------------------------------------------------------------------
 DQ7959  NETWORK    0.45   0.94           0.20   0.16   0.48      0.07783122
 DQ7959  -------------------------------------------------------------------
 DQ7959  Click here for local accuracies and other accuracy information.
 DQ7959
 DQ7959.The horizontal coordinates were established by GPS observations
 DQ7959.and adjusted by the MN DEPT OF TRANSP in June 2020.
 DQ7959
 DQ7959.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DQ7959.been affixed to the stable North American tectonic plate. See 
 DQ7959.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DQ7959
 DQ7959.The horizontal coordinates are valid at the epoch date displayed above
 DQ7959.which is a decimal equivalence of Year/Month/Day.
 DQ7959
 DQ7959.The orthometric height was determined by differential leveling and
 DQ7959.adjusted by the NATIONAL GEODETIC SURVEY
 DQ7959.in May 2020.
 DQ7959
 DQ7959.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ7959.GEOID18 height accuracy estimate available here.
 DQ7959
 DQ7959.Click photographs - Photos may exist for this station.
 DQ7959
 DQ7959.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DQ7959
 DQ7959.The Laplace correction was computed from DEFLEC18 derived deflections.
 DQ7959
 DQ7959.The ellipsoidal height was determined by GPS observations
 DQ7959.and is referenced to NAD 83.
 DQ7959
 DQ7959.The dynamic height is computed by dividing the NAVD 88
 DQ7959.geopotential number by the normal gravity value computed on the
 DQ7959.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ7959.degrees latitude (g = 980.6199 gals.).
 DQ7959
 DQ7959.The modeled gravity was interpolated from observed gravity values.
 DQ7959
 DQ7959. The following values were computed from the NAD 83(2011) position.
 DQ7959
 DQ7959;                    North         East     Units Scale Factor Converg.
 DQ7959;SPC MN S     -   297,442.448   827,688.322   MT  0.99993353   +0 14 42.7
 DQ7959;SPC MN S     -   975,859.10  2,715,507.44   sFT  0.99993353   +0 14 42.7
 DQ7959;UTM  15      - 4,958,320.988   448,557.966   MT  0.99963254   -0 27 28.6
 DQ7959
 DQ7959!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DQ7959!SPC MN S     -   0.99995875  x   0.99993353  =   0.99989228
 DQ7959!UTM  15      -   0.99995875  x   0.99963254  =   0.99959130
 DQ7959
 DQ7959_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK4855758320(NAD 83)
 DQ7959
 DQ7959                          SUPERSEDED SURVEY CONTROL
 DQ7959
 DQ7959.No superseded survey control is available for this station.
 DQ7959
 DQ7959_MARKER: F = FLANGE-ENCASED ROD
 DQ7959_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DQ7959_STAMPING: 1013 CD 2017
 DQ7959_MARK LOGO: MNDT
 DQ7959_PROJECTION: RECESSED 5 CENTIMETERS
 DQ7959_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DQ7959_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ7959_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ7959+SATELLITE: SATELLITE OBSERVATIONS - April 10, 2018
 DQ7959_ROD/PIPE-DEPTH: 9.8 meters
 DQ7959
 DQ7959  HISTORY     - Date     Condition        Report By
 DQ7959  HISTORY     - 20171030 MONUMENTED       MNDT
 DQ7959  HISTORY     - 20180410 GOOD             MNDT
 DQ7959
 DQ7959                          STATION DESCRIPTION
 DQ7959
 DQ7959'DESCRIBED BY MN DEPT OF TRANSP 2017
 DQ7959'THE MARK IS LOCATED ABOUT 7.0 MI (11.3 KM) EAST OF COLOGNE.
 DQ7959'
 DQ7959'TO REACH THE MARK GO 6.7 MI (10.8 KM) EAST ALONG TRUNK HIGHWAY 212
 DQ7959'FROM THE JUNCTION OF TRUNK HIGHWAY 212 AND TRUNK HIGHWAY 284, AT TRUNK
 DQ7959'HIGHWAY 212 MILE POINT 145.25.
 DQ7959'
 DQ7959'THE MARK IS LOCATED 87.0 FT (26.5 M) SOUTH OF EASTBOUND TRUNK HIGHWAY
 DQ7959'212, 6.5 FT (2.0 M) NORTH OF A CHAIN LINK FENCE, 1.5 FT (0.5 M) NORTH
 DQ7959'OF A WITNESS POST.
 DQ7959'
 DQ7959'NOTE-THE STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM ROD
 DQ7959'DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION REMOVABLE DISK
 DQ7959'SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH PVC
 DQ7959'PIPE BACK FILLED WITH WASHED SAND.
 DQ7959
 DQ7959                          STATION RECOVERY (2018)
 DQ7959
 DQ7959'RECOVERY NOTE BY MN DEPT OF TRANSP 2018 (KXV)
 DQ7959'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 PP1858 ***********************************************************************
 PP1858  DESIGNATION -  1013 E
 PP1858  PID         -  PP1858
 PP1858  STATE/COUNTY-  MN/CARVER
 PP1858  COUNTRY     -  US
 PP1858  USGS QUAD   -  WACONIA (2019)
 PP1858
 PP1858                         *CURRENT SURVEY CONTROL
 PP1858  ______________________________________________________________________
 PP1858* NAD 83(1986) POSITION- 44 46 04.     (N) 093 51 43.     (W)   SCALED
 PP1858* NAVD 88 ORTHO HEIGHT -   301.060 (meters)      987.73  (feet) ADJUSTED
 PP1858  ______________________________________________________________________
 PP1858  GEOID HEIGHT    -        -27.339 (meters)                     GEOID18
 PP1858  DYNAMIC HEIGHT  -        301.036 (meters)      987.65  (feet) COMP
 PP1858  MODELED GRAVITY -    980,529.2   (mgal)                       NAVD 88
 PP1858
 PP1858  VERT ORDER      -  SECOND    CLASS 0
 PP1858
 PP1858.The horizontal coordinates were scaled from a map and have
 PP1858.an estimated accuracy of +/- 6 seconds.
 PP1858
 PP1858.The orthometric height was determined by differential leveling and
 PP1858.adjusted by the NATIONAL GEODETIC SURVEY
 PP1858.in June 1991.
 PP1858
 PP1858.Significant digits in the geoid height do not necessarily reflect accuracy.
 PP1858.GEOID18 height accuracy estimate available here.
 PP1858
 PP1858.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK317575(NAD 83)
 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
 PP1858.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PP1858.See file dsdata.pdf to determine how the superseded data were derived.
 PP1858
 PP1858_MARKER: DB = BENCH MARK DISK
 PP1858_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 PP1858_STAMPING: 1013-E 1970
 PP1858_MARK LOGO: MNHD
 PP1858_PROJECTION: FLUSH
 PP1858_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PP1858
 PP1858  HISTORY     - Date     Condition        Report By
 PP1858  HISTORY     - 1970     MONUMENTED       MNHD
 PP1858  HISTORY     - 1971     GOOD             MNDT
 PP1858  HISTORY     - 1976     MARK NOT FOUND   USGS
 PP1858  HISTORY     - 20080409 MARK NOT FOUND   MNDT
 PP1858
 PP1858                          STATION DESCRIPTION
 PP1858
 PP1858'DESCRIBED BY MN DEPT OF TRANSP 1971
 PP1858'0.75 MI NW FROM BONGARDS.
 PP1858'MARK IS LOCATED 0.4 MILES NORTH ALONG COUNTY ROAD 51 FROM THE RAILROAD
 PP1858'CROSSING IN BONGARDS, THENCE 0.65 MILES WEST ALONG T.H. 212, ABOUT 231
 PP1858'FEET NORTH OF FUTURE T.H. 212 EAST BOUND CENTERLINE, STATION 177+21, 6
 PP1858'FEET WEST-SOUTHWEST OF A TELEPHONE POLE, 1 FOOT SOUTH OF A STEEL
 PP1858'WITNESS POST, ABOUT LEVEL WITH THE ROADWAY AND FLUSH WITH THE GROUND.
 PP1858'NW 1/4 SECTION 17, T115N, R25W.
 PP1858
 PP1858                          STATION RECOVERY (1976)
 PP1858
 PP1858'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1976
 PP1858'MARK NOT FOUND.
 PP1858
 PP1858                          STATION RECOVERY (2008)
 PP1858
 PP1858'RECOVERY NOTE BY MN DEPT OF TRANSP 2008 (MPP)
 PP1858'THE MARK WAS NOT RECOVERED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 PP1874 ***********************************************************************
 PP1874  DESIGNATION -  1013 H
 PP1874  PID         -  PP1874
 PP1874  STATE/COUNTY-  MN/CARVER
 PP1874  COUNTRY     -  US
 PP1874  USGS QUAD   -  VICTORIA (2019)
 PP1874
 PP1874                         *CURRENT SURVEY CONTROL
 PP1874  ______________________________________________________________________
 PP1874* NAD 83(2011) POSITION- 44 46 33.17972(N) 093 40 01.51327(W)   ADJUSTED
 PP1874* NAD 83(2011) ELLIP HT-   255.898 (meters)        (06/27/12)   ADJUSTED
 PP1874* NAD 83(2011) EPOCH   -  2010.00
 PP1874* NAVD 88 ORTHO HEIGHT -   282.711 (meters)      927.53  (feet) ADJUSTED
 PP1874  ______________________________________________________________________
 PP1874  GEOID HEIGHT    -        -26.829 (meters)                     GEOID18
 PP1874  NAD 83(2011) X  -   -290,076.652 (meters)                     COMP
 PP1874  NAD 83(2011) Y  - -4,526,063.226 (meters)                     COMP
 PP1874  NAD 83(2011) Z  -  4,469,883.046 (meters)                     COMP
 PP1874  LAPLACE CORR    -          3.54  (seconds)                    DEFLEC18
 PP1874  DYNAMIC HEIGHT  -        282.706 (meters)      927.51  (feet) COMP
 PP1874  MODELED GRAVITY -    980,588.1   (mgal)                       NAVD 88
 PP1874
 PP1874  VERT ORDER      -  SECOND    CLASS I
 PP1874
 PP1874  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 PP1874  Standards:
 PP1874         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 PP1874            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 PP1874  -------------------------------------------------------------------
 PP1874  NETWORK    0.33   0.61           0.15   0.11   0.31      0.00561696
 PP1874  -------------------------------------------------------------------
 PP1874  Click here for local accuracies and other accuracy information.
 PP1874
 PP1874.The horizontal coordinates were established by GPS observations
 PP1874.and adjusted by the National Geodetic Survey in June 2012.
 PP1874
 PP1874.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 PP1874.been affixed to the stable North American tectonic plate. See 
 PP1874.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 PP1874
 PP1874.The horizontal coordinates are valid at the epoch date displayed above
 PP1874.which is a decimal equivalence of Year/Month/Day.
 PP1874
 PP1874.The orthometric height was determined by differential leveling and
 PP1874.adjusted by the NATIONAL GEODETIC SURVEY
 PP1874.in May 2020.
 PP1874
 PP1874.Significant digits in the geoid height do not necessarily reflect accuracy.
 PP1874.GEOID18 height accuracy estimate available here.
 PP1874
 PP1874.Click photographs - Photos may exist for this station.
 PP1874
 PP1874.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 PP1874
 PP1874.The Laplace correction was computed from DEFLEC18 derived deflections.
 PP1874
 PP1874.The ellipsoidal height was determined by GPS observations
 PP1874.and is referenced to NAD 83.
 PP1874
 PP1874.The dynamic height is computed by dividing the NAVD 88
 PP1874.geopotential number by the normal gravity value computed on the
 PP1874.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP1874.degrees latitude (g = 980.6199 gals.).
 PP1874
 PP1874.The modeled gravity was interpolated from observed gravity values.
 PP1874
 PP1874. The following values were computed from the NAD 83(2011) position.
 PP1874
 PP1874;                    North         East     Units Scale Factor Converg.
 PP1874;SPC MN S     -   297,375.790   826,349.438   MT  0.99993349   +0 14 00.1
 PP1874;SPC MN S     -   975,640.40  2,711,114.78   sFT  0.99993349   +0 14 00.1
 PP1874;UTM  15      - 4,958,270.782   447,218.766   MT  0.99963426   -0 28 11.5
 PP1874
 PP1874!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PP1874!SPC MN S     -   0.99995988  x   0.99993349  =   0.99989337
 PP1874!UTM  15      -   0.99995988  x   0.99963426  =   0.99959415
 PP1874
 PP1874_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK4721858270(NAD 83)
 PP1874
 PP1874                          SUPERSEDED SURVEY CONTROL
 PP1874
 PP1874  NAD 83(2007)-  44 46 33.17994(N)    093 40 01.51394(W) AD(2002.00) 1
 PP1874  ELLIP H (02/25/11)  255.925  (m)                       GP(2002.00) 2 1
 PP1874  NAVD 88 (08/01/13)  282.721  (m)          927.56   (f) SUPERSEDED  2 1
 PP1874  NAVD 88             282.72   (m)          927.6    (f) LEVELING    3  
 PP1874  NAVD 88 (06/15/91)  282.723  (m)          927.57   (f) SUPERSEDED  2 0
 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
 PP1874.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PP1874.See file dsdata.pdf to determine how the superseded data were derived.
 PP1874
 PP1874_MARKER: DB = BENCH MARK DISK
 PP1874_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 PP1874_STAMPING: 1013-H 1968
 PP1874_MARK LOGO: MNHD
 PP1874_PROJECTION: FLUSH
 PP1874_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 PP1874_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PP1874_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PP1874+SATELLITE: SATELLITE OBSERVATIONS - April 10, 2018
 PP1874
 PP1874  HISTORY     - Date     Condition        Report By
 PP1874  HISTORY     - 19680401 MONUMENTED       MNHD
 PP1874  HISTORY     - 1970     GOOD             MNDT
 PP1874  HISTORY     - 20021023 POOR             USPSQD
 PP1874  HISTORY     - 20040419 GOOD             USPSQD
 PP1874  HISTORY     - 20080610 GOOD             MNDT
 PP1874  HISTORY     - 20101012 GOOD             WOOLPT
 PP1874  HISTORY     - 20130827 GOOD             MNDT
 PP1874  HISTORY     - 20171009 GOOD             MNDT
 PP1874  HISTORY     - 20180410 GOOD             MNDT
 PP1874
 PP1874                          STATION DESCRIPTION
 PP1874
 PP1874'DESCRIBED BY MN DEPT OF TRANSP 1970
 PP1874'3.7 MI W FROM CHASKA.
 PP1874'MARK IS LOCATED 3.7 MILES WEST ALONG T.H. 212 FROM THE JUNCTION OF
 PP1874'T.H. 41 AT CHASKA, 1.2 MILES WEST OF THE JUNCTION OF COUNTY ROAD 147,
 PP1874'130 FEET WEST OF A FARM ENTRANCE SOUTH, 51 FEET SOUTH OF T.H. 212, 5
 PP1874'FEET NORTHEAST OF A TELEPHONE POLE, 1 FOOT NORTH OF A STEEL WITNESS
 PP1874'POST, IN A CONCRETE MONUMENT ABOUT EVEN WITH THE ROADWAY AND FLUSH
 PP1874'WITH THE GROUND.  NE 1/4 SECTION 14, T 115N, R 24W.
 PP1874
 PP1874                          STATION RECOVERY (2002)
 PP1874
 PP1874'RECOVERY NOTE BY US POWER SQUADRON 2002 (DL)
 PP1874'MARKER STAMPING HARD TO READ, DAMAGED
 PP1874
 PP1874                          STATION RECOVERY (2004)
 PP1874
 PP1874'RECOVERY NOTE BY US POWER SQUADRON 2004 (JRD)
 PP1874'RECOVERED IN GOOD CONDITION AS DESCRIBED. SPSPS JRD
 PP1874
 PP1874                          STATION RECOVERY (2008)
 PP1874
 PP1874'RECOVERY NOTE BY MN DEPT OF TRANSP 2008 (MPP)
 PP1874'THE MARK WAS RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.
 PP1874'THE MARK IS 0.82 MILE EAST OF DAHLGREN, 0.8 MILE EAST ON TRUNK HIGHWAY
 PP1874'212 FROM THE JUNCTION OF TRUNK HIGHWAY 212 AND COUNTY ROAD 43 IN
 PP1874'DAHLGREN, AT TRUNK HIGHWAY 212 MILEPOINT 144.4, 130.0 FEET WEST OF
 PP1874'FARM ENTRANCE SOUTH, 51.0 FEET SOUTH OF TRUNK HIGHWAY 212, 5.0 FEET
 PP1874'NORTHEAST OF TELEPHONE POLE, 1.0 FOOT NORTH OF WITNESS POST.
 PP1874
 PP1874                          STATION RECOVERY (2010)
 PP1874
 PP1874'RECOVERY NOTE BY WOOLPERT CONSULTANTS 2010 (JWK)
 PP1874'RECOVERED IN GOOD CONDITION.
 PP1874
 PP1874                          STATION RECOVERY (2013)
 PP1874
 PP1874'RECOVERY NOTE BY MN DEPT OF TRANSP 2013 (LS)
 PP1874'RECOVERED AS DESCRIBED.
 PP1874
 PP1874                          STATION RECOVERY (2017)
 PP1874
 PP1874'RECOVERY NOTE BY MN DEPT OF TRANSP 2017 (MPP)
 PP1874'RECOVERED AS DESCRIBED.
 PP1874
 PP1874                          STATION RECOVERY (2018)
 PP1874
 PP1874'RECOVERY NOTE BY MN DEPT OF TRANSP 2018 (BXH)
 PP1874'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 AH2343 ***********************************************************************
 AH2343  DESIGNATION -  1013 T
 AH2343  PID         -  AH2343
 AH2343  STATE/COUNTY-  MN/CARVER
 AH2343  COUNTRY     -  US
 AH2343  USGS QUAD   -  NORWOOD (2019)
 AH2343
 AH2343                         *CURRENT SURVEY CONTROL
 AH2343  ______________________________________________________________________
 AH2343* NAD 83(1986) POSITION- 44 46 04.58   (N) 093 58 09.69   (W)   HD_HELD1
 AH2343* NAVD 88 ORTHO HEIGHT -   303.579 (meters)      995.99  (feet) ADJUSTED
 AH2343  ______________________________________________________________________
 AH2343  GEOID HEIGHT    -        -27.511 (meters)                     GEOID18
 AH2343  DYNAMIC HEIGHT  -        303.550 (meters)      995.90  (feet) COMP
 AH2343  MODELED GRAVITY -    980,513.6   (mgal)                       NAVD 88
 AH2343
 AH2343  VERT ORDER      -  SECOND    CLASS I
 AH2343
 AH2343.The horizontal coordinates were determined by differentially corrected
 AH2343.hand held GPS observations or other comparable positioning techniques
 AH2343.and have an estimated accuracy of +/- 3 meters.
 AH2343
 AH2343.The orthometric height was determined by differential leveling and
 AH2343.adjusted by the NATIONAL GEODETIC SURVEY
 AH2343.in June 2017.
 AH2343
 AH2343.Significant digits in the geoid height do not necessarily reflect accuracy.
 AH2343.GEOID18 height accuracy estimate available here.
 AH2343
 AH2343.Click photographs - Photos may exist for this station.
 AH2343
 AH2343.The dynamic height is computed by dividing the NAVD 88
 AH2343.geopotential number by the normal gravity value computed on the
 AH2343.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH2343.degrees latitude (g = 980.6199 gals.).
 AH2343
 AH2343.The modeled gravity was interpolated from observed gravity values.
 AH2343
 AH2343;                    North         East    Units  Estimated Accuracy
 AH2343;SPC MN S     -   296,439.8     802,425.6     MT  (+/- 3 meters HH1 GPS) 
 AH2343
 AH2343_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK2329157628(NAD 83)
 AH2343
 AH2343                          SUPERSEDED SURVEY CONTROL
 AH2343
 AH2343  NAVD 88 (09/23/10)  303.572  (m)          995.97   (f) SUPERSEDED  2 1
 AH2343  NAVD 88 (03/03/00)  303.564  (m)          995.94   (f) SUPERSEDED  2 2
 AH2343
 AH2343.Superseded values are not recommended for survey control.
 AH2343
 AH2343.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH2343.See file dsdata.pdf to determine how the superseded data were derived.
 AH2343
 AH2343_MARKER: DB = BENCH MARK DISK
 AH2343_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 AH2343_STAMPING: 1013 T 1970
 AH2343_MARK LOGO: MNHD
 AH2343_PROJECTION: RECESSED 15 CENTIMETERS
 AH2343_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AH2343_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AH2343_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AH2343+SATELLITE: SATELLITE OBSERVATIONS - April 13, 2015
 AH2343
 AH2343  HISTORY     - Date     Condition        Report By
 AH2343  HISTORY     - 1970     MONUMENTED       MNHD
 AH2343  HISTORY     - 1979     GOOD             MNDT
 AH2343  HISTORY     - 20031217 GOOD             MNDT
 AH2343  HISTORY     - 20150413 GOOD             MNDT
 AH2343
 AH2343                          STATION DESCRIPTION
 AH2343
 AH2343'DESCRIBED BY MN DEPT OF TRANSP 1979 (EGS)
 AH2343'THE MARK IS LOCATED ABOUT 1-1/2 MILES WEST OF THE TOWN OF NORWOOD IN
 AH2343'THE SW 1/4 OF SECTION 16, T115N, R26W.  THE MARK IS 0.4 NORTH ALONG
 AH2343'COUNTY ROAD 33 FROM THE POST OFFICE IN NORWOOD TO THE JUNCTION OF
 AH2343'TRUNK HIGHWAY 212, THENCE WEST ALONG HIGHWAY 212 FOR 2.1 MILES.  THE
 AH2343'MARK IS ALSO 0.5 MILE EAST OF THE WEST JUNCTION OF TRUNK HIGHWAYS 5,
 AH2343'25 AND 212.  THE MARK IS 70 FEET SOUTH OF THE CENTERLINE OF EASTBOUND
 AH2343'HIGHWAY 212 AT ENGINEERS STATION 1448+03 AND MILEPOINT 129.4, 55 FEET
 AH2343'EAST OF A POWER POLE AND 1 FOOT NORTH OF A STEEL WITNESS POST.  THE
 AH2343'MARK, A STANDARD MNDT BENCH MARK DISK STAMPED---1013 T 1970---, IS SET
 AH2343'IN THE TOP OF A PRECAST REINFORCED (MAGNETIC) CONCRETE POST THAT IS
 AH2343'FLUSH WITH THE SURFACE OF THE GROUND.
 AH2343
 AH2343                          STATION RECOVERY (2003)
 AH2343
 AH2343'RECOVERY NOTE BY MN DEPT OF TRANSP 2003 (WAS)
 AH2343'THE MARK WAS RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.
 AH2343'
 AH2343'THE STATION IS LOCATED ABOUT 3.5 MI (5.6 KM) EAST OF PLATO, 2.4 MI
 AH2343'(3.9 KM) NORTH OF HAMBURG AND 2.1 MI (3.4 KM) WEST OF NORWOOD.
 AH2343'
 AH2343'THE MARK IS 2 MI (3.2 KM) WEST OF NORWOOD, 2.1 MI (3.4 KM) WEST OF THE
 AH2343'JUNCTION OF TRUNK HIGHWAY 212 AND COUNTY ROAD 33, OR 0.60 MI (1.0 KM)
 AH2343'(0.97 KM) EAST OF TRUNK HIGHWAY 212/TRUNK HIGHWAY 5/25, 70 FT (21.3 M)
 AH2343'(21.3 M) SOUTH OF EASTBOUND TRUNK HIGHWAY 212, AT TRUNK HIGHWAY 212
 AH2343'MILE POINT 129.4, 55 FT (16.8 M) EAST OF POWER POLE, 3 FT (0.9 M)
 AH2343'NORTH OF AN EAST-WEST FENCE LINE, 1.0 FT (0.3 M) NORTH OF A WITNESS
 AH2343'POST.  A 4 FT (1.2 M)
 AH2343
 AH2343                          STATION RECOVERY (2015)
 AH2343
 AH2343'RECOVERY NOTE BY MN DEPT OF TRANSP 2015 (KMS)
 AH2343'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 AH2342 ***********************************************************************
 AH2342  DESIGNATION -  1013 U
 AH2342  PID         -  AH2342
 AH2342  STATE/COUNTY-  MN/CARVER
 AH2342  COUNTRY     -  US
 AH2342  USGS QUAD   -  NORWOOD (2019)
 AH2342
 AH2342                         *CURRENT SURVEY CONTROL
 AH2342  ______________________________________________________________________
 AH2342* NAD 83(2011) POSITION- 44 46 04.65534(N) 093 57 36.77963(W)   ADJUSTED
 AH2342* NAD 83(2011) ELLIP HT-   275.910 (meters)        (04/09/20)   ADJUSTED
 AH2342* NAD 83(2011) EPOCH   -  2010.00
 AH2342* NAVD 88 ORTHO HEIGHT -   303.387 (meters)      995.36  (feet) ADJUSTED
 AH2342  ______________________________________________________________________
 AH2342  GEOID HEIGHT    -        -27.502 (meters)                     GEOID18
 AH2342  NAD 83(2011) X  -   -313,272.249 (meters)                     COMP
 AH2342  NAD 83(2011) Y  - -4,525,152.795 (meters)                     COMP
 AH2342  NAD 83(2011) Z  -  4,469,272.025 (meters)                     COMP
 AH2342  LAPLACE CORR    -          2.66  (seconds)                    DEFLEC18
 AH2342  DYNAMIC HEIGHT  -        303.358 (meters)      995.27  (feet) COMP
 AH2342  MODELED GRAVITY -    980,513.5   (mgal)                       NAVD 88
 AH2342
 AH2342  VERT ORDER      -  SECOND    CLASS I
 AH2342
 AH2342  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AH2342  Standards:
 AH2342         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AH2342            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AH2342  -------------------------------------------------------------------
 AH2342  NETWORK    0.74   1.35           0.34   0.25   0.69      0.10784782
 AH2342  -------------------------------------------------------------------
 AH2342  Click here for local accuracies and other accuracy information.
 AH2342
 AH2342.The horizontal coordinates were established by GPS observations
 AH2342.and adjusted by the MN DEPT OF TRANSP in April 2020.
 AH2342
 AH2342.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AH2342.been affixed to the stable North American tectonic plate. See 
 AH2342.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AH2342
 AH2342.The horizontal coordinates are valid at the epoch date displayed above
 AH2342.which is a decimal equivalence of Year/Month/Day.
 AH2342
 AH2342.The orthometric height was determined by differential leveling and
 AH2342.adjusted by the NATIONAL GEODETIC SURVEY
 AH2342.in May 2020.
 AH2342
 AH2342.Significant digits in the geoid height do not necessarily reflect accuracy.
 AH2342.GEOID18 height accuracy estimate available here.
 AH2342
 AH2342.Click photographs - Photos may exist for this station.
 AH2342
 AH2342.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AH2342
 AH2342.The Laplace correction was computed from DEFLEC18 derived deflections.
 AH2342
 AH2342.The ellipsoidal height was determined by GPS observations
 AH2342.and is referenced to NAD 83.
 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. The following values were computed from the NAD 83(2011) position.
 AH2342
 AH2342;                    North         East     Units Scale Factor Converg.
 AH2342;SPC MN S     -   296,442.448   803,149.221   MT  0.99993283   +0 01 40.4
 AH2342;SPC MN S     -   972,578.26  2,634,998.74   sFT  0.99993283   +0 01 40.4
 AH2342;UTM  15      - 4,957,622.620   424,015.374   MT  0.99967100   -0 40 34.5
 AH2342
 AH2342!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH2342!SPC MN S     -   0.99995674  x   0.99993283  =   0.99988957
 AH2342!UTM  15      -   0.99995674  x   0.99967100  =   0.99962776
 AH2342
 AH2342_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK2401557622(NAD 83)
 AH2342
 AH2342                          SUPERSEDED SURVEY CONTROL
 AH2342
 AH2342  NAVD 88 (08/01/13)  303.402  (m)          995.41   (f) SUPERSEDED  2 1
 AH2342  NAVD 88 (03/03/00)  303.398  (m)          995.40   (f) SUPERSEDED  2 2
 AH2342
 AH2342.Superseded values are not recommended for survey control.
 AH2342
 AH2342.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH2342.See file dsdata.pdf to determine how the superseded data were derived.
 AH2342
 AH2342_MARKER: DB = BENCH MARK DISK
 AH2342_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 AH2342_STAMPING: 1013 U 1970
 AH2342_MARK LOGO: MNHD
 AH2342_PROJECTION: FLUSH
 AH2342_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AH2342_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AH2342_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH2342+SATELLITE: SATELLITE OBSERVATIONS - October 13, 2020
 AH2342
 AH2342  HISTORY     - Date     Condition        Report By
 AH2342  HISTORY     - 19700401 MONUMENTED       MNHD
 AH2342  HISTORY     - 1979     GOOD             MNDT
 AH2342  HISTORY     - 20030623 GOOD             MNDT
 AH2342  HISTORY     - 20031217 GOOD             MNDT
 AH2342  HISTORY     - 20080609 GOOD             MNDT
 AH2342  HISTORY     - 20150413 GOOD             MNDT
 AH2342  HISTORY     - 20190601 GOOD             MNDT
 AH2342  HISTORY     - 20200312 GOOD             MNDT
 AH2342  HISTORY     - 20201013 GOOD             MNDT
 AH2342
 AH2342                          STATION DESCRIPTION
 AH2342
 AH2342'DESCRIBED BY MN DEPT OF TRANSP 1979 (EGS)
 AH2342'THE MARK IS LOCATED ABOUT 1 MILE WEST OF THE TOWN OF NORWOOD IN THE SE
 AH2342'1/4 OF SECTION 16, T115N, R36W.  THE MARK IS 0.4 MILE NORTH ALONG
 AH2342'COUNTY ROAD 33 FROM THE POST OFFICE IN NORWOOD TO THE JUNCTION OF
 AH2342'TRUNK HIGHWAY 212, THENCE WEST ALONG HIGHWAY 212 FOR 1.65 MILES.  THE
 AH2342'MARK IS 89 FEET SOUTH OF THE EASTBOUND CENTERLINE OF HIGHWAY 212 AT
 AH2342'ENGINEERS STATION 1473+64 AND MILEPOINT 129.8, 70 FEET WEST OF A POWER
 AH2342'POLE, 21 FEET EAST OF A FENCE CORNER, 6 FEET SOUTH OF AN EAST-WEST
 AH2342'FENCE AND 1 FOOT NORTH OF A STEEL WITNESS POST.  THE MARK, A STANDARD
 AH2342'MNDT BENCH MARK DISK STAMPED---1013 U 1970---, IS SET IN THE TOP OF A
 AH2342'PRECAST REINFORCED (MAGNETIC) CONCRETE POST THAT IS FLUSH WITH THE
 AH2342'SURFACE OF THE GROUND.
 AH2342
 AH2342                          STATION RECOVERY (2003)
 AH2342
 AH2342'RECOVERY NOTE BY MN DEPT OF TRANSP 2003 (SCH)
 AH2342'1.5 MILES WEST OF NORWOOD, 1.65 MILES WEST OF JUNCTION OF TRUNK
 AH2342'HIGHWAY 212 AND COUNTY ROAD 33, 89 FEET SOUTH OF EASTBOUND TRUNK
 AH2342'HIGHWAY 212, AT TRUNK HIGHWAY 212 MILEPOINT 129.8, 70 FEET WEST OF
 AH2342'POWER POLE, 25.0 FEET EAST-SOUTHEAST OF FENCE CORNER, 15.0 FEET SOUTH
 AH2342'OF EAST-WEST FENCE, 1.0 FEET NORTH OF WITNESS POST
 AH2342
 AH2342                          STATION RECOVERY (2003)
 AH2342
 AH2342'RECOVERY NOTE BY MN DEPT OF TRANSP 2003 (WAS)
 AH2342'THE STATION IS LOCATED ABOUT 3.9 MI (6.3 KM) EAST OF PLATO, 2.4 MI
 AH2342'(3.9 KM) NORTH OF HAMBURG AND 1.6 MI (2.6 KM) WEST OF NORWOOD.
 AH2342'
 AH2342'THE MARK IS 1.5 MI (2.4 KM) WEST OF NORWOOD, 1.65 MI (2.7 KM) WEST OF
 AH2342'THE JUNCTION OF TRUNK HIGHWAY 212 AND COUNTY ROAD 33, 89 FT (27.1 M)
 AH2342'(27.1 M) SOUTH OF EASTBOUND TRUNK HIGHWAY 212, AT TRUNK HIGHWAY 212
 AH2342'MILE POINT 129.8, 70 FT (21.3 M) WEST OF POWER POLE, 25.0 FT (7.6 M)
 AH2342'(7.6 M) EAST-SOUTHEAST OF A FENCE CORNER, 15.0 FT (4.6 M) SOUTH OF AN
 AH2342'EAST-WEST FENCE, 1.0 FT (0.3 M) NORTH OF A WITNESS POST.
 AH2342
 AH2342                          STATION RECOVERY (2008)
 AH2342
 AH2342'RECOVERY NOTE BY MN DEPT OF TRANSP 2008 (MPP)
 AH2342'RECOVERED AS DESCRIBED.
 AH2342
 AH2342                          STATION RECOVERY (2015)
 AH2342
 AH2342'RECOVERY NOTE BY MN DEPT OF TRANSP 2015 (KMS)
 AH2342'RECOVERED AS DESCRIBED.
 AH2342
 AH2342                          STATION RECOVERY (2019)
 AH2342
 AH2342'RECOVERY NOTE BY MN DEPT OF TRANSP 2019 (LLS)
 AH2342'RECOVERED AS DESCRIBED.
 AH2342
 AH2342                          STATION RECOVERY (2020)
 AH2342
 AH2342'RECOVERY NOTE BY MN DEPT OF TRANSP 2020 (BXG)
 AH2342'RECOVERED AS DESCRIBED.
 AH2342
 AH2342                          STATION RECOVERY (2020)
 AH2342
 AH2342'RECOVERY NOTE BY MN DEPT OF TRANSP 2020 (KMS)
 AH2342'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 PP1857 ***********************************************************************
 PP1857  DESIGNATION -  1013 Z
 PP1857  PID         -  PP1857
 PP1857  STATE/COUNTY-  MN/CARVER
 PP1857  COUNTRY     -  US
 PP1857  USGS QUAD   -  WACONIA (2019)
 PP1857
 PP1857                         *CURRENT SURVEY CONTROL
 PP1857  ______________________________________________________________________
 PP1857* NAD 83(2011) POSITION- 44 46 04.65763(N) 093 52 01.90884(W)   ADJUSTED
 PP1857* NAD 83(2011) ELLIP HT-   278.218 (meters)        (06/27/12)   ADJUSTED
 PP1857* NAD 83(2011) EPOCH   -  2010.00
 PP1857* NAVD 88 ORTHO HEIGHT -   305.559 (meters)     1002.49  (feet) ADJUSTED
 PP1857  ______________________________________________________________________
 PP1857  GEOID HEIGHT    -        -27.351 (meters)                     GEOID18
 PP1857  NAD 83(2011) X  -   -305,925.363 (meters)                     COMP
 PP1857  NAD 83(2011) Y  - -4,525,657.014 (meters)                     COMP
 PP1857  NAD 83(2011) Z  -  4,469,273.701 (meters)                     COMP
 PP1857  LAPLACE CORR    -          5.86  (seconds)                    DEFLEC18
 PP1857  DYNAMIC HEIGHT  -        305.534 (meters)     1002.41  (feet) COMP
 PP1857  MODELED GRAVITY -    980,527.9   (mgal)                       NAVD 88
 PP1857
 PP1857  VERT ORDER      -  SECOND    CLASS I
 PP1857
 PP1857  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 PP1857  Standards:
 PP1857         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 PP1857            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 PP1857  -------------------------------------------------------------------
 PP1857  NETWORK    0.39   0.67           0.18   0.13   0.34      0.06585435
 PP1857  -------------------------------------------------------------------
 PP1857  Click here for local accuracies and other accuracy information.
 PP1857
 PP1857.The horizontal coordinates were established by GPS observations
 PP1857.and adjusted by the National Geodetic Survey in June 2012.
 PP1857
 PP1857.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 PP1857.been affixed to the stable North American tectonic plate. See 
 PP1857.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 PP1857
 PP1857.The horizontal coordinates are valid at the epoch date displayed above
 PP1857.which is a decimal equivalence of Year/Month/Day.
 PP1857
 PP1857.The orthometric height was determined by differential leveling and
 PP1857.adjusted by the NATIONAL GEODETIC SURVEY
 PP1857.in May 2020.
 PP1857
 PP1857.Significant digits in the geoid height do not necessarily reflect accuracy.
 PP1857.GEOID18 height accuracy estimate available here.
 PP1857
 PP1857.Click photographs - Photos may exist for this station.
 PP1857
 PP1857.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 PP1857
 PP1857.The Laplace correction was computed from DEFLEC18 derived deflections.
 PP1857
 PP1857.The ellipsoidal height was determined by GPS observations
 PP1857.and is referenced to NAD 83.
 PP1857
 PP1857.The dynamic height is computed by dividing the NAVD 88
 PP1857.geopotential number by the normal gravity value computed on the
 PP1857.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP1857.degrees latitude (g = 980.6199 gals.).
 PP1857
 PP1857.The modeled gravity was interpolated from observed gravity values.
 PP1857
 PP1857. The following values were computed from the NAD 83(2011) position.
 PP1857
 PP1857;                    North         East     Units Scale Factor Converg.
 PP1857;SPC MN S     -   296,450.292   810,512.571   MT  0.99993283   +0 05 35.1
 PP1857;SPC MN S     -   972,604.00  2,659,156.66   sFT  0.99993283   +0 05 35.1
 PP1857;UTM  15      - 4,957,540.016   431,376.287   MT  0.99965791   -0 36 38.7
 PP1857
 PP1857!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PP1857!SPC MN S     -   0.99995638  x   0.99993283  =   0.99988921
 PP1857!UTM  15      -   0.99995638  x   0.99965791  =   0.99961430
 PP1857
 PP1857_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK3137657540(NAD 83)
 PP1857
 PP1857                          SUPERSEDED SURVEY CONTROL
 PP1857
 PP1857  NAD 83(2007)-  44 46 04.65780(N)    093 52 01.90962(W) AD(2002.00) 1
 PP1857  ELLIP H (02/25/11)  278.251  (m)                       GP(2002.00) 2 1
 PP1857  NAVD 88             305.57   (m)         1002.5    (f) LEVELING    3  
 PP1857  NAVD 88 (06/15/91)  305.575  (m)         1002.54   (f) SUPERSEDED  2 1
 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
 PP1857.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PP1857.See file dsdata.pdf to determine how the superseded data were derived.
 PP1857
 PP1857_MARKER: DD = SURVEY DISK
 PP1857_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 PP1857_STAMPING: 1013 Z 1970
 PP1857_MARK LOGO: MNHD
 PP1857_PROJECTION: RECESSED 15 CENTIMETERS
 PP1857_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 PP1857_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PP1857_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PP1857+SATELLITE: SATELLITE OBSERVATIONS - June 09, 2008
 PP1857
 PP1857  HISTORY     - Date     Condition        Report By
 PP1857  HISTORY     - 19700401 MONUMENTED       MNHD
 PP1857  HISTORY     - 20040922 GOOD             MNDT
 PP1857  HISTORY     - 20080609 GOOD             MNDT
 PP1857
 PP1857                          STATION DESCRIPTION
 PP1857
 PP1857'DESCRIBED BY MN HIGHWAY DEPT 1970
 PP1857'1.0 MI NW FROM BONGARDS.
 PP1857'MARK IS LOCATED 0.4 MILES NORTH OF THE RAILROAD TRACK IN BONGARDS
 PP1857'ALONG COUNTY ROAD 51, THENCE 0.95 MILES WEST ALONG T.H. 212, 43 FEET
 PP1857'NORTH OF AND ABOUT LEVEL WITH T.H. 212, 5 FEET SOUTHWEST OF A POWER
 PP1857'POLE, 1 FOOT SOUTH OF A STEEL WITNESS POST, IN A CONCRETE MONUMENT SET
 PP1857'FLUSH WITH THE GROUND.  NW 1/4 SECTION 17, T 115N, R 25W.
 PP1857
 PP1857                          STATION RECOVERY (2004)
 PP1857
 PP1857'RECOVERY NOTE BY MN DEPT OF TRANSP 2004 (WAS)
 PP1857'A NEW DESCRIPTION FOLLOWS.  THE MARK IS 1.0 MI (1.6 KM) NORTHWEST OF
 PP1857'BONGARDS, 0.95 MI (1.5 KM) (1.53 KM) WEST OF THE JUNCTION OF TRUNK
 PP1857'HIGHWAY 212 AND COUNTY ROAD 51, TRUNK HIGHWAY 212 MILE POINT 134.35,
 PP1857'80 FT (24.4 M) WEST OF POWER POLE NUMBER 3000, 43 FT (13.1 M) NORTH OF
 PP1857'TRUNK HIGHWAY 212, 1.5 FT (0.5 M) SOUTH OF A WITNESS POST.
 PP1857
 PP1857                          STATION RECOVERY (2008)
 PP1857
 PP1857'RECOVERY NOTE BY MN DEPT OF TRANSP 2008 (MPP)
 PP1857'THE MARK WAS RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.
 PP1857'THE MARK IS 1.0 MILE WEST OF BONGARDS, 0.95 MILE WEST ON TRUNK HIGHWAY
 PP1857'212 FROM THE JUNCTION OF TRUNK HIGHWAY 212 AND COUNTY ROAD 51 IN
 PP1857'BONGARDS, AT TRUNK HIGHWAY 212 MILEPOINT 134.35, 80.0 FEET WEST OF
 PP1857'POWER POLE NUMBER 3000, 43.0 FEET NORTH OF TRUNK HIGHWAY 212, 1.5 FEET
 PP1857'SOUTH OF WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DO5266 ***********************************************************************
 DO5266  DESIGNATION -  1014 A
 DO5266  PID         -  DO5266
 DO5266  STATE/COUNTY-  MN/CARVER
 DO5266  COUNTRY     -  US
 DO5266  USGS QUAD   -  WACONIA (2019)
 DO5266
 DO5266                         *CURRENT SURVEY CONTROL
 DO5266  ______________________________________________________________________
 DO5266* NAD 83(1986) POSITION- 44 46 25.17   (N) 093 46 50.82   (W)   HD_HELD1
 DO5266* NAVD 88 ORTHO HEIGHT -   287.927 (meters)      944.64  (feet) ADJUSTED
 DO5266  ______________________________________________________________________
 DO5266  GEOID HEIGHT    -        -27.112 (meters)                     GEOID18
 DO5266  DYNAMIC HEIGHT  -        287.910 (meters)      944.58  (feet) COMP
 DO5266  MODELED GRAVITY -    980,550.8   (mgal)                       NAVD 88
 DO5266
 DO5266  VERT ORDER      -  SECOND    CLASS I
 DO5266
 DO5266.The horizontal coordinates were determined by differentially corrected
 DO5266.hand held GPS observations or other comparable positioning techniques
 DO5266.and have an estimated accuracy of +/- 3 meters.
 DO5266
 DO5266.The orthometric height was determined by differential leveling and
 DO5266.adjusted by the NATIONAL GEODETIC SURVEY
 DO5266.in May 2020.
 DO5266
 DO5266.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO5266.GEOID18 height accuracy estimate available here.
 DO5266
 DO5266.Click photographs - Photos may exist for this station.
 DO5266
 DO5266.The dynamic height is computed by dividing the NAVD 88
 DO5266.geopotential number by the normal gravity value computed on the
 DO5266.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO5266.degrees latitude (g = 980.6199 gals.).
 DO5266
 DO5266.The modeled gravity was interpolated from observed gravity values.
 DO5266
 DO5266;                    North         East    Units  Estimated Accuracy
 DO5266;SPC MN S     -   297,098.2     817,351.3     MT  (+/- 3 meters HH1 GPS) 
 DO5266
 DO5266_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK3822058103(NAD 83)
 DO5266
 DO5266                          SUPERSEDED SURVEY CONTROL
 DO5266
 DO5266  NAVD 88 (08/01/13)  287.940  (m)          944.68   (f) SUPERSEDED  2 1
 DO5266
 DO5266.Superseded values are not recommended for survey control.
 DO5266
 DO5266.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DO5266.See file dsdata.pdf to determine how the superseded data were derived.
 DO5266
 DO5266_MARKER: DV = VERTICAL CONTROL DISK
 DO5266_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 DO5266_STAMPING: 1014 A 1980
 DO5266_MARK LOGO: NGS
 DO5266_PROJECTION: FLUSH
 DO5266_MAGNETIC: I = MARKER IS A STEEL ROD
 DO5266_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DO5266_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DO5266+SATELLITE: SATELLITE OBSERVATIONS - October 09, 2017
 DO5266_ROD/PIPE-DEPTH: 7.0 meters
 DO5266
 DO5266  HISTORY     - Date     Condition        Report By
 DO5266  HISTORY     - 19800401 MONUMENTED       MNHD
 DO5266  HISTORY     - 20110810 GOOD             MNDT
 DO5266  HISTORY     - 20171009 GOOD             MNDT
 DO5266
 DO5266                          STATION DESCRIPTION
 DO5266
 DO5266'DESCRIBED BY MN DEPT OF TRANSP 2011 (EMS)
 DO5266'THE VERTICAL CONTROL MARK IS LOCATED ABOUT 8.3 MI (13.4 KM) SOUTHWEST
 DO5266'OF VICTORIA, 7.2 MI (11.6 KM) EAST OF NORWOOD AND 5.3 MI (8.5 KM)
 DO5266'SOUTH OF WACONIA.
 DO5266'
 DO5266'IN COLOGNE, 0.6 MI (1.0 KM) NORTH ALONG TRUNK HIGHWAY 284 FROM THE
 DO5266'JUNCTION OF TRUNK HIGHWAY 212 AND TRUNK HIGHWAY 284.
 DO5266'
 DO5266'THE VERTICAL CONTROL MARK IS FOUND IN SOUTHWEST CORNER OF CHURCH
 DO5266'GROUNDS, 77.0 FT (23.5 M) SOUTH OF FIRE HYDRANT, 51.0 FT (15.5 M)
 DO5266'NORTH OF EAST CHURCH STREET, 38.0 FT (11.6 M) EAST OF TRUNK HIGHWAY
 DO5266'284 (NORTH PAUL AVENUE), 16.0 FT (4.9 M) EAST OF LIGHT POLE, 0.4 FT
 DO5266'(12 CM) EAST OF A GAS PIPELINE AND 1.0 FT (0.3 M) WEST OF A WITNESS
 DO5266'POST.
 DO5266
 DO5266                          STATION RECOVERY (2017)
 DO5266
 DO5266'RECOVERY NOTE BY MN DEPT OF TRANSP 2017 (MPP)
 DO5266'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DM5796 ***********************************************************************
 DM5796  DESIGNATION -  1014 C
 DM5796  PID         -  DM5796
 DM5796  STATE/COUNTY-  MN/CARVER
 DM5796  COUNTRY     -  US
 DM5796  USGS QUAD   -  WACONIA (2019)
 DM5796
 DM5796                         *CURRENT SURVEY CONTROL
 DM5796  ______________________________________________________________________
 DM5796* NAD 83(2011) POSITION- 44 47 07.19626(N) 093 47 16.60652(W)   ADJUSTED
 DM5796* NAD 83(2011) ELLIP HT-   266.322 (meters)        (06/27/12)   ADJUSTED
 DM5796* NAD 83(2011) EPOCH   -  2010.00
 DM5796* NAVD 88 ORTHO HEIGHT -   293.450 (meters)      962.76  (feet) ADJUSTED
 DM5796  ______________________________________________________________________
 DM5796  GEOID HEIGHT    -        -27.134 (meters)                     GEOID18
 DM5796  NAD 83(2011) X  -   -299,574.862 (meters)                     COMP
 DM5796  NAD 83(2011) Y  - -4,524,710.593 (meters)                     COMP
 DM5796  NAD 83(2011) Z  -  4,470,635.753 (meters)                     COMP
 DM5796  LAPLACE CORR    -          7.45  (seconds)                    DEFLEC18
 DM5796  DYNAMIC HEIGHT  -        293.433 (meters)      962.70  (feet) COMP
 DM5796  MODELED GRAVITY -    980,550.1   (mgal)                       NAVD 88
 DM5796
 DM5796  VERT ORDER      -  SECOND    CLASS I
 DM5796
 DM5796  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DM5796  Standards:
 DM5796         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DM5796            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DM5796  -------------------------------------------------------------------
 DM5796  NETWORK    0.47   1.00           0.22   0.15   0.51      0.18045343
 DM5796  -------------------------------------------------------------------
 DM5796  Click here for local accuracies and other accuracy information.
 DM5796
 DM5796.The horizontal coordinates were established by GPS observations
 DM5796.and adjusted by the National Geodetic Survey in June 2012.
 DM5796
 DM5796.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DM5796.been affixed to the stable North American tectonic plate. See 
 DM5796.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DM5796
 DM5796.The horizontal coordinates are valid at the epoch date displayed above
 DM5796.which is a decimal equivalence of Year/Month/Day.
 DM5796
 DM5796.The orthometric height was determined by differential leveling and
 DM5796.adjusted by the NATIONAL GEODETIC SURVEY
 DM5796.in May 2020.
 DM5796
 DM5796.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM5796.GEOID18 height accuracy estimate available here.
 DM5796
 DM5796.Click photographs - Photos may exist for this station.
 DM5796
 DM5796.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DM5796
 DM5796.The Laplace correction was computed from DEFLEC18 derived deflections.
 DM5796
 DM5796.The ellipsoidal height was determined by GPS observations
 DM5796.and is referenced to NAD 83.
 DM5796
 DM5796.The dynamic height is computed by dividing the NAVD 88
 DM5796.geopotential number by the normal gravity value computed on the
 DM5796.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM5796.degrees latitude (g = 980.6199 gals.).
 DM5796
 DM5796.The modeled gravity was interpolated from observed gravity values.
 DM5796
 DM5796. The following values were computed from the NAD 83(2011) position.
 DM5796
 DM5796;                    North         East     Units Scale Factor Converg.
 DM5796;SPC MN S     -   298,393.878   816,780.960   MT  0.99993429   +0 08 55.1
 DM5796;SPC MN S     -   978,980.58  2,679,722.20   sFT  0.99993429   +0 08 55.1
 DM5796;UTM  15      - 4,959,405.937   437,666.309   MT  0.99964778   -0 33 18.3
 DM5796
 DM5796!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DM5796!SPC MN S     -   0.99995824  x   0.99993429  =   0.99989254
 DM5796!UTM  15      -   0.99995824  x   0.99964778  =   0.99960604
 DM5796
 DM5796_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK3766659405(NAD 83)
 DM5796
 DM5796                          SUPERSEDED SURVEY CONTROL
 DM5796
 DM5796  NAD 83(2007)-  44 47 07.19645(N)    093 47 16.60729(W) AD(2002.00) 1
 DM5796  ELLIP H (02/25/11)  266.354  (m)                       GP(2002.00) 2 1
 DM5796  NAVD 88 (08/01/13)  293.464  (m)          962.81   (f) SUPERSEDED  2 1
 DM5796  NAVD 88 (02/25/11)  293.46   (m)  GEOID09  model used  GPS OBS        
 DM5796
 DM5796.Superseded values are not recommended for survey control.
 DM5796
 DM5796.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DM5796.See file dsdata.pdf to determine how the superseded data were derived.
 DM5796
 DM5796_MARKER: DV = VERTICAL CONTROL DISK
 DM5796_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 DM5796+WITH SETTING: INTO GROUND
 DM5796_STAMPING: 1014 C 1980
 DM5796_MARK LOGO: MNHD
 DM5796_PROJECTION: RECESSED 3 CENTIMETERS
 DM5796_MAGNETIC: I = MARKER IS A STEEL ROD
 DM5796_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DM5796_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DM5796+SATELLITE: SATELLITE OBSERVATIONS - August 10, 2011
 DM5796_ROD/PIPE-DEPTH: 2.4 meters
 DM5796
 DM5796  HISTORY     - Date     Condition        Report By
 DM5796  HISTORY     - 19800401 MONUMENTED       MNHD
 DM5796  HISTORY     - 20080528 GOOD             MNDT
 DM5796  HISTORY     - 20110810 GOOD             MNDT
 DM5796
 DM5796                          STATION DESCRIPTION
 DM5796
 DM5796'DESCRIBED BY MN DEPT OF TRANSP 2008 (MPP)
 DM5796'THE MARK IS 1.1 MILES NORTHWEST OF COLOGNE, 1.65 MILES NORTH ON TRUNK
 DM5796'HIGHWAY 284 FROM THE JUNCTION OF TRUNK HIGHWAY 212 AND TRUNK HIGHWAY
 DM5796'284 IN COLOGNE, AT TRUNK HIGHWAY 284 MILEPOINT 1.2, 107 FEET NORTH OF
 DM5796'FARM DRIVEWAY NUMBER 12040 WEST, 28 FEET EAST OF TRUNK HIGHWAY 284, 3
 DM5796'FEET SOUTH OF POWER POLE, 1.0 FOOT WEST OF WITNESS POST.
 DM5796
 DM5796                          STATION RECOVERY (2011)
 DM5796
 DM5796'RECOVERY NOTE BY MN DEPT OF TRANSP 2011 (AKJ)
 DM5796'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DO5265 ***********************************************************************
 DO5265  DESIGNATION -  1014 D
 DO5265  PID         -  DO5265
 DO5265  STATE/COUNTY-  MN/CARVER
 DO5265  COUNTRY     -  US
 DO5265  USGS QUAD   -  WACONIA (2019)
 DO5265
 DO5265                         *CURRENT SURVEY CONTROL
 DO5265  ______________________________________________________________________
 DO5265* NAD 83(1986) POSITION- 44 47 34.89   (N) 093 47 17.58   (W)   HD_HELD1
 DO5265* NAVD 88 ORTHO HEIGHT -   292.779 (meters)      960.56  (feet) ADJUSTED
 DO5265  ______________________________________________________________________
 DO5265  GEOID HEIGHT    -        -27.137 (meters)                     GEOID18
 DO5265  DYNAMIC HEIGHT  -        292.762 (meters)      960.50  (feet) COMP
 DO5265  MODELED GRAVITY -    980,550.8   (mgal)                       NAVD 88
 DO5265
 DO5265  VERT ORDER      -  SECOND    CLASS I
 DO5265
 DO5265.The horizontal coordinates were determined by differentially corrected
 DO5265.hand held GPS observations or other comparable positioning techniques
 DO5265.and have an estimated accuracy of +/- 3 meters.
 DO5265
 DO5265.The orthometric height was determined by differential leveling and
 DO5265.adjusted by the NATIONAL GEODETIC SURVEY
 DO5265.in May 2020.
 DO5265
 DO5265.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO5265.GEOID18 height accuracy estimate available here.
 DO5265
 DO5265.Click photographs - Photos may exist for this station.
 DO5265
 DO5265.The dynamic height is computed by dividing the NAVD 88
 DO5265.geopotential number by the normal gravity value computed on the
 DO5265.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO5265.degrees latitude (g = 980.6199 gals.).
 DO5265
 DO5265.The modeled gravity was interpolated from observed gravity values.
 DO5265
 DO5265;                    North         East    Units  Estimated Accuracy
 DO5265;SPC MN S     -   299,248.6     816,757.3     MT  (+/- 3 meters HH1 GPS) 
 DO5265
 DO5265_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK3765360260(NAD 83)
 DO5265
 DO5265                          SUPERSEDED SURVEY CONTROL
 DO5265
 DO5265  NAVD 88 (08/01/13)  292.793  (m)          960.61   (f) SUPERSEDED  2 1
 DO5265
 DO5265.Superseded values are not recommended for survey control.
 DO5265
 DO5265.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DO5265.See file dsdata.pdf to determine how the superseded data were derived.
 DO5265
 DO5265_MARKER: DV = VERTICAL CONTROL DISK
 DO5265_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 DO5265+WITH SETTING: INTO GROUND
 DO5265_STAMPING: 1014 D 1980
 DO5265_MARK LOGO: MNHD
 DO5265_PROJECTION: RECESSED 3 CENTIMETERS
 DO5265_MAGNETIC: I = MARKER IS A STEEL ROD
 DO5265_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DO5265_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DO5265+SATELLITE: SATELLITE OBSERVATIONS - August 10, 2011
 DO5265_ROD/PIPE-DEPTH: 2.4 meters
 DO5265
 DO5265  HISTORY     - Date     Condition        Report By
 DO5265  HISTORY     - 19800401 MONUMENTED       MNHD
 DO5265  HISTORY     - 20110810 GOOD             MNDT
 DO5265
 DO5265                          STATION DESCRIPTION
 DO5265
 DO5265'DESCRIBED BY MN DEPT OF TRANSP 2011 (AKJ)
 DO5265'THE ROD MARK IS LOCATED ABOUT 7.7 MI (12.4 KM) SOUTHWEST OF VICTORIA,
 DO5265'7.1 MI (11.4 KM) EAST-NORTHEAST OF NORWOOD AND 4.0 MI (6.4 KM) SOUTH
 DO5265'OF WACONIA.
 DO5265'
 DO5265'1.6 MILES NORTH-NORTHWEST OF COLOGNE, 2.15 MI (3.5 KM) NORTH ALONG
 DO5265'TRUNK HIGHWAY 284 FROM THE JUNCTION OF TRUNK HIGHWAY 212 AND TRUNK
 DO5265'HIGHWAY 284 IN COLOGNE, AT TRUNK HIGHWAY 284 MILE POINT 1.74.
 DO5265'
 DO5265'THE ROD MARK IS FOUND 77 FT (23.5 M) SOUTH OF DRIVEWAY TO HOUSE NUMBER
 DO5265'11625, 55 FT (16.8 M) NORTH OF DRIVEWAY NUMBER 11600, 33 FT (10.1 M)
 DO5265'NORTH OF TELEPHONE POLE, 32 FT (9.8 M) WEST OF TRUNK HIGHWAY 284, 6.0
 DO5265'FT (1.8 M) SOUTH OF A POWER-POLE WITH TRANSFORMER AND 1.0 FT (0.3 M)
 DO5265'EAST OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DO5263 ***********************************************************************
 DO5263  DESIGNATION -  1014 F
 DO5263  PID         -  DO5263
 DO5263  STATE/COUNTY-  MN/CARVER
 DO5263  COUNTRY     -  US
 DO5263  USGS QUAD   -  WACONIA (2019)
 DO5263
 DO5263                         *CURRENT SURVEY CONTROL
 DO5263  ______________________________________________________________________
 DO5263* NAD 83(1986) POSITION- 44 48 26.33   (N) 093 47 17.07   (W)   HD_HELD1
 DO5263* NAVD 88 ORTHO HEIGHT -   292.168 (meters)      958.55  (feet) ADJUSTED
 DO5263  ______________________________________________________________________
 DO5263  GEOID HEIGHT    -        -27.142 (meters)                     GEOID18
 DO5263  DYNAMIC HEIGHT  -        292.151 (meters)      958.50  (feet) COMP
 DO5263  MODELED GRAVITY -    980,551.9   (mgal)                       NAVD 88
 DO5263
 DO5263  VERT ORDER      -  SECOND    CLASS I
 DO5263
 DO5263.The horizontal coordinates were determined by differentially corrected
 DO5263.hand held GPS observations or other comparable positioning techniques
 DO5263.and have an estimated accuracy of +/- 3 meters.
 DO5263
 DO5263.The orthometric height was determined by differential leveling and
 DO5263.adjusted by the NATIONAL GEODETIC SURVEY
 DO5263.in May 2020.
 DO5263
 DO5263.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO5263.GEOID18 height accuracy estimate available here.
 DO5263
 DO5263.Click photographs - Photos may exist for this station.
 DO5263
 DO5263.The dynamic height is computed by dividing the NAVD 88
 DO5263.geopotential number by the normal gravity value computed on the
 DO5263.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO5263.degrees latitude (g = 980.6199 gals.).
 DO5263
 DO5263.The modeled gravity was interpolated from observed gravity values.
 DO5263
 DO5263;                    North         East    Units  Estimated Accuracy
 DO5263;SPC MN S     -   300,836.5     816,764.4     MT  (+/- 3 meters HH1 GPS) 
 DO5263
 DO5263_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK3767961847(NAD 83)
 DO5263
 DO5263                          SUPERSEDED SURVEY CONTROL
 DO5263
 DO5263  NAVD 88 (08/01/13)  292.181  (m)          958.60   (f) SUPERSEDED  2 1
 DO5263
 DO5263.Superseded values are not recommended for survey control.
 DO5263
 DO5263.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DO5263.See file dsdata.pdf to determine how the superseded data were derived.
 DO5263
 DO5263_MARKER: DV = VERTICAL CONTROL DISK
 DO5263_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 DO5263+WITH SETTING: INTO GROUND
 DO5263_STAMPING: 1014 F 1980
 DO5263_MARK LOGO: MNHD
 DO5263_PROJECTION: FLUSH
 DO5263_MAGNETIC: I = MARKER IS A STEEL ROD
 DO5263_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DO5263_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DO5263+SATELLITE: SATELLITE OBSERVATIONS - August 11, 2011
 DO5263_ROD/PIPE-DEPTH: 2.4 meters
 DO5263
 DO5263  HISTORY     - Date     Condition        Report By
 DO5263  HISTORY     - 19800401 MONUMENTED       MNHD
 DO5263  HISTORY     - 20110811 GOOD             MNDT
 DO5263
 DO5263                          STATION DESCRIPTION
 DO5263
 DO5263'DESCRIBED BY MN DEPT OF TRANSP 2011 (AKJ)
 DO5263'THE VERTICAL CONTROL MARK IS LOCATED ABOUT 7.3 MI (11.7 KM) SOUTHEAST
 DO5263'OF MAYER, 7.2 MI (11.6 KM) WEST-SOUTHWEST OF VICTORIA AND 3.0 MI (4.8
 DO5263'KM) SOUTH OF WACONIA.
 DO5263'
 DO5263'3.0 MILES SOUTH OF WACONIA, 2.45 MI (3.9 KM) SOUTH ALONG TRUNK HIGHWAY
 DO5263'284 FROM THE JUNCTION OF TRUNK HIGHWAY 5 AND TRUNK HIGHWAY 284 IN
 DO5263'WACONIA, AT TRUNK HIGHWAY 284 MILE POINT 2.73.
 DO5263'
 DO5263'THE VERTICAL CONTROL MARK IS FOUND 0.2 MI (0.3 KM) NORTH OF COUNTY
 DO5263'ROAD 140, 69 FT (21.0 M) NORTH OF DRIVEWAY WEST TO HOUSE NUMBER 10830,
 DO5263'27 FT (8.2 M) EAST OF TRUNK HIGHWAY 284, 5.0 FT (1.5 M) NORTH OF
 DO5263'POWER-POLE AND 5.0 FT (1.5 M) NORTH OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DO5262 ***********************************************************************
 DO5262  DESIGNATION -  1014 G
 DO5262  PID         -  DO5262
 DO5262  STATE/COUNTY-  MN/CARVER
 DO5262  COUNTRY     -  US
 DO5262  USGS QUAD   -  WACONIA (2019)
 DO5262
 DO5262                         *CURRENT SURVEY CONTROL
 DO5262  ______________________________________________________________________
 DO5262* NAD 83(1986) POSITION- 44 48 50.39   (N) 093 47 17.21   (W)   HD_HELD1
 DO5262* NAVD 88 ORTHO HEIGHT -   293.740 (meters)      963.71  (feet) ADJUSTED
 DO5262  ______________________________________________________________________
 DO5262  GEOID HEIGHT    -        -27.145 (meters)                     GEOID18
 DO5262  DYNAMIC HEIGHT  -        293.724 (meters)      963.66  (feet) COMP
 DO5262  MODELED GRAVITY -    980,552.2   (mgal)                       NAVD 88
 DO5262
 DO5262  VERT ORDER      -  SECOND    CLASS I
 DO5262
 DO5262.The horizontal coordinates were determined by differentially corrected
 DO5262.hand held GPS observations or other comparable positioning techniques
 DO5262.and have an estimated accuracy of +/- 3 meters.
 DO5262
 DO5262.The orthometric height was determined by differential leveling and
 DO5262.adjusted by the NATIONAL GEODETIC SURVEY
 DO5262.in May 2020.
 DO5262
 DO5262.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO5262.GEOID18 height accuracy estimate available here.
 DO5262
 DO5262.Click photographs - Photos may exist for this station.
 DO5262
 DO5262.The dynamic height is computed by dividing the NAVD 88
 DO5262.geopotential number by the normal gravity value computed on the
 DO5262.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO5262.degrees latitude (g = 980.6199 gals.).
 DO5262
 DO5262.The modeled gravity was interpolated from observed gravity values.
 DO5262
 DO5262;                    North         East    Units  Estimated Accuracy
 DO5262;SPC MN S     -   301,579.1     816,759.4     MT  (+/- 3 meters HH1 GPS) 
 DO5262
 DO5262_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK3768362590(NAD 83)
 DO5262
 DO5262                          SUPERSEDED SURVEY CONTROL
 DO5262
 DO5262  NAVD 88 (08/01/13)  293.753  (m)          963.75   (f) SUPERSEDED  2 1
 DO5262
 DO5262.Superseded values are not recommended for survey control.
 DO5262
 DO5262.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DO5262.See file dsdata.pdf to determine how the superseded data were derived.
 DO5262
 DO5262_MARKER: DV = VERTICAL CONTROL DISK
 DO5262_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 DO5262+WITH SETTING: INTO GROUND
 DO5262_STAMPING: 1014 G 1980
 DO5262_MARK LOGO: MNHD
 DO5262_PROJECTION: RECESSED 25 CENTIMETERS
 DO5262_MAGNETIC: I = MARKER IS A STEEL ROD
 DO5262_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DO5262+STABILITY: SURFACE MOTION
 DO5262_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DO5262+SATELLITE: SATELLITE OBSERVATIONS - July 01, 2015
 DO5262_ROD/PIPE-DEPTH: 2.4 meters
 DO5262
 DO5262  HISTORY     - Date     Condition        Report By
 DO5262  HISTORY     - 19800401 MONUMENTED       MNHD
 DO5262  HISTORY     - 20110810 GOOD             MNDT
 DO5262  HISTORY     - 20150701 GOOD             MNDT
 DO5262
 DO5262                          STATION DESCRIPTION
 DO5262
 DO5262'DESCRIBED BY MN DEPT OF TRANSP 2011 (AKJ)
 DO5262'THE VERTICAL CONTROL MARK IS LOCATED ABOUT 6.9 MI (11.1 KM)
 DO5262'WEST-SOUTHWEST OF VICTORIA, 6.9 MI (11.1 KM) SOUTHEAST OF MAYER AND
 DO5262'2.5 MI (4.0 KM) SOUTH OF WACONIA.
 DO5262'
 DO5262'2.5 MILES SOUTH OF WACONIA, 1.95 MI (3.1 KM) SOUTH ALONG TRUNK HIGHWAY
 DO5262'284 FROM THE JUNCTION OF TRUNK HIGHWAY 5 AND TRUNK HIGHWAY 284 IN
 DO5262'WACONIA, AT TRUNK HIGHWAY 284 MILE POINT 3.2.
 DO5262'
 DO5262'THE VERTICAL CONTROL MARK IS FOUND 225 FT (68.6 M) NORTH OF DRIVEWAY
 DO5262'TO HOUSE NUMBER 10480, 200 FT (61.0 M) SOUTH OF A FENCE CORNER, 31 FT
 DO5262'(9.4 M) EAST OF TRUNK HIGHWAY 284, 5.0 FT (1.5 M) NORTH OF A
 DO5262'POWER-POLE AND 5.0 FT (1.5 M) NORTH OF A WITNESS POST.
 DO5262
 DO5262                          STATION RECOVERY (2015)
 DO5262
 DO5262'RECOVERY NOTE BY MN DEPT OF TRANSP 2015 (LLS)
 DO5262'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DM5797 ***********************************************************************
 DM5797  DESIGNATION -  1014 H
 DM5797  PID         -  DM5797
 DM5797  STATE/COUNTY-  MN/CARVER
 DM5797  COUNTRY     -  US
 DM5797  USGS QUAD   -  WACONIA (2019)
 DM5797
 DM5797                         *CURRENT SURVEY CONTROL
 DM5797  ______________________________________________________________________
 DM5797* NAD 83(2011) POSITION- 44 49 19.68652(N) 093 47 19.18941(W)   ADJUSTED
 DM5797* NAD 83(2011) ELLIP HT-   262.922 (meters)        (06/27/12)   ADJUSTED
 DM5797* NAD 83(2011) EPOCH   -  2010.00
 DM5797* NAVD 88 ORTHO HEIGHT -   290.065 (meters)      951.65  (feet) ADJUSTED
 DM5797  ______________________________________________________________________
 DM5797  GEOID HEIGHT    -        -27.151 (meters)                     GEOID18
 DM5797  NAD 83(2011) X  -   -299,440.921 (meters)                     COMP
 DM5797  NAD 83(2011) Y  - -4,521,828.593 (meters)                     COMP
 DM5797  NAD 83(2011) Z  -  4,473,535.310 (meters)                     COMP
 DM5797  LAPLACE CORR    -          6.66  (seconds)                    DEFLEC18
 DM5797  DYNAMIC HEIGHT  -        290.048 (meters)      951.60  (feet) COMP
 DM5797  MODELED GRAVITY -    980,552.2   (mgal)                       NAVD 88
 DM5797
 DM5797  VERT ORDER      -  SECOND    CLASS I
 DM5797
 DM5797  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DM5797  Standards:
 DM5797         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DM5797            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DM5797  -------------------------------------------------------------------
 DM5797  NETWORK    0.50   0.73           0.24   0.14   0.37      0.00217835
 DM5797  -------------------------------------------------------------------
 DM5797  Click here for local accuracies and other accuracy information.
 DM5797
 DM5797.The horizontal coordinates were established by GPS observations
 DM5797.and adjusted by the National Geodetic Survey in June 2012.
 DM5797
 DM5797.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DM5797.been affixed to the stable North American tectonic plate. See 
 DM5797.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DM5797
 DM5797.The horizontal coordinates are valid at the epoch date displayed above
 DM5797.which is a decimal equivalence of Year/Month/Day.
 DM5797
 DM5797.The orthometric height was determined by differential leveling and
 DM5797.adjusted by the NATIONAL GEODETIC SURVEY
 DM5797.in May 2020.
 DM5797
 DM5797.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM5797.GEOID18 height accuracy estimate available here.
 DM5797
 DM5797.Click photographs - Photos may exist for this station.
 DM5797
 DM5797.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DM5797
 DM5797.The Laplace correction was computed from DEFLEC18 derived deflections.
 DM5797
 DM5797.The ellipsoidal height was determined by GPS observations
 DM5797.and is referenced to NAD 83.
 DM5797
 DM5797.The dynamic height is computed by dividing the NAVD 88
 DM5797.geopotential number by the normal gravity value computed on the
 DM5797.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM5797.degrees latitude (g = 980.6199 gals.).
 DM5797
 DM5797.The modeled gravity was interpolated from observed gravity values.
 DM5797
 DM5797. The following values were computed from the NAD 83(2011) position.
 DM5797
 DM5797;                    North         East     Units Scale Factor Converg.
 DM5797;SPC MN S     -   302,483.281   816,713.609   MT  0.99993767   +0 08 53.3
 DM5797;SPC MN S     -   992,397.23  2,679,501.23   sFT  0.99993767   +0 08 53.3
 DM5797;UTM  15      - 4,963,494.680   437,649.208   MT  0.99964780   -0 33 21.4
 DM5797
 DM5797!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DM5797!SPC MN S     -   0.99995878  x   0.99993767  =   0.99989645
 DM5797!UTM  15      -   0.99995878  x   0.99964780  =   0.99960659
 DM5797
 DM5797:                Primary Azimuth Mark                     Grid Az
 DM5797:SPC MN S     -  1014 J                                   000 17 19.3
 DM5797:UTM  15      -  1014 J                                   000 59 34.0
 DM5797
 DM5797_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK3764963494(NAD 83)
 DM5797
 DM5797|---------------------------------------------------------------------|
 DM5797| PID    Reference Object                     Distance      Geod. Az  |
 DM5797|                                                           dddmmss.s |
 DM5797| DK3420 1014 J                              APPROX. 0.8 KM 0002612.6 |
 DM5797| DM5798 1014 K                              APPROX. 1.7 KM 3595038.8 |
 DM5797|---------------------------------------------------------------------|
 DM5797
 DM5797                          SUPERSEDED SURVEY CONTROL
 DM5797
 DM5797  NAD 83(2007)-  44 49 19.68677(N)    093 47 19.19017(W) AD(2002.00) 1
 DM5797  ELLIP H (02/25/11)  262.954  (m)                       GP(2002.00) 2 1
 DM5797  NAVD 88 (08/01/13)  290.077  (m)          951.69   (f) SUPERSEDED  2 1
 DM5797  NAVD 88 (02/25/11)  290.07   (m)  GEOID09  model used  GPS OBS        
 DM5797
 DM5797.Superseded values are not recommended for survey control.
 DM5797
 DM5797.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DM5797.See file dsdata.pdf to determine how the superseded data were derived.
 DM5797
 DM5797_MARKER: DV = VERTICAL CONTROL DISK
 DM5797_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 DM5797+WITH SETTING: INTO GROUND
 DM5797_STAMPING: 1014 H 1980
 DM5797_MARK LOGO: MNHD
 DM5797_PROJECTION: FLUSH
 DM5797_MAGNETIC: I = MARKER IS A STEEL ROD
 DM5797_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DM5797_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DM5797+SATELLITE: SATELLITE OBSERVATIONS - April 07, 2020
 DM5797_ROD/PIPE-DEPTH: 2.4 meters
 DM5797
 DM5797  HISTORY     - Date     Condition        Report By
 DM5797  HISTORY     - 19800401 MONUMENTED       MNHD
 DM5797  HISTORY     - 20080507 GOOD             MNDT
 DM5797  HISTORY     - 20110810 GOOD             MNDT
 DM5797  HISTORY     - 20131219 GOOD             MNDT
 DM5797  HISTORY     - 20150701 GOOD             MNDT
 DM5797  HISTORY     - 20200407 GOOD             MNDT
 DM5797
 DM5797                          STATION DESCRIPTION
 DM5797
 DM5797'DESCRIBED BY MN DEPT OF TRANSP 2008 (MPP)
 DM5797'THE MARK IS 1.45 MILES SOUTH OF WACONIA, 1.45 MILES SOUTH ON TRUNK
 DM5797'HIGHWAY 284 FROM THE JUNCTION OF TRUNK HIGHWAY 5 AND TRUNK HIGHWAY 284
 DM5797'IN WACONIA, AT TRUNK HIGHWAY 284 MILEPOINT 3.7, 93 FEET WEST OF TRUNK
 DM5797'HIGHWAY 284, 66 FEET WEST OF TELEPHONE POLE WITH GUY WIRE, 20 FEET
 DM5797'EAST OF TELEPHONE POLE WITH GUY WIRE, 20 FEET NORTH OF ELM CREEK ROAD,
 DM5797'1.0 FOOT EAST OF WITNESS POST.
 DM5797
 DM5797                          STATION RECOVERY (2011)
 DM5797
 DM5797'RECOVERY NOTE BY MN DEPT OF TRANSP 2011 (EMS)
 DM5797'RECOVERED IN GOOD CONDITION.
 DM5797
 DM5797                          STATION RECOVERY (2013)
 DM5797
 DM5797'RECOVERY NOTE BY MN DEPT OF TRANSP 2013 (GXO)
 DM5797'RECOVERED IN GOOD CONDITION.
 DM5797
 DM5797                          STATION RECOVERY (2015)
 DM5797
 DM5797'RECOVERY NOTE BY MN DEPT OF TRANSP 2015 (LLS)
 DM5797'RECOVERED AS DESCRIBED.
 DM5797
 DM5797                          STATION RECOVERY (2020)
 DM5797
 DM5797'RECOVERY NOTE BY MN DEPT OF TRANSP 2020 (TJD)
 DM5797'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DO5261 ***********************************************************************
 DO5261  DESIGNATION -  1014 L
 DO5261  PID         -  DO5261
 DO5261  STATE/COUNTY-  MN/CARVER
 DO5261  COUNTRY     -  US
 DO5261  USGS QUAD   -  WACONIA (2019)
 DO5261
 DO5261                         *CURRENT SURVEY CONTROL
 DO5261  ______________________________________________________________________
 DO5261* NAD 83(1986) POSITION- 44 50 10.96   (N) 093 47 20.27   (W)   HD_HELD1
 DO5261* NAVD 88 ORTHO HEIGHT -   294.011 (meters)      964.60  (feet) ADJUSTED
 DO5261  ______________________________________________________________________
 DO5261  GEOID HEIGHT    -        -27.162 (meters)                     GEOID18
 DO5261  DYNAMIC HEIGHT  -        293.994 (meters)      964.55  (feet) COMP
 DO5261  MODELED GRAVITY -    980,552.0   (mgal)                       NAVD 88
 DO5261
 DO5261  VERT ORDER      -  SECOND    CLASS I
 DO5261
 DO5261.The horizontal coordinates were determined by differentially corrected
 DO5261.hand held GPS observations or other comparable positioning techniques
 DO5261.and have an estimated accuracy of +/- 3 meters.
 DO5261
 DO5261.The orthometric height was determined by differential leveling and
 DO5261.adjusted by the NATIONAL GEODETIC SURVEY
 DO5261.in May 2020.
 DO5261
 DO5261.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO5261.GEOID18 height accuracy estimate available here.
 DO5261
 DO5261.Click photographs - Photos may exist for this station.
 DO5261
 DO5261.The dynamic height is computed by dividing the NAVD 88
 DO5261.geopotential number by the normal gravity value computed on the
 DO5261.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO5261.degrees latitude (g = 980.6199 gals.).
 DO5261
 DO5261.The modeled gravity was interpolated from observed gravity values.
 DO5261
 DO5261;                    North         East    Units  Estimated Accuracy
 DO5261;SPC MN S     -   304,065.9     816,685.8     MT  (+/- 3 meters HH1 GPS) 
 DO5261
 DO5261_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK3764065077(NAD 83)
 DO5261
 DO5261                          SUPERSEDED SURVEY CONTROL
 DO5261
 DO5261  NAVD 88 (09/20/16)  294.023  (m)          964.64   (f) SUPERSEDED  2 1
 DO5261  NAVD 88 (08/01/13)  294.030  (m)          964.66   (f) SUPERSEDED  2 1
 DO5261
 DO5261.Superseded values are not recommended for survey control.
 DO5261
 DO5261.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DO5261.See file dsdata.pdf to determine how the superseded data were derived.
 DO5261
 DO5261_MARKER: F = FLANGE-ENCASED ROD
 DO5261_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DO5261_STAMPING: 1014 L 2011
 DO5261_MARK LOGO: MNDT
 DO5261_PROJECTION: RECESSED 3 CENTIMETERS
 DO5261_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DO5261_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DO5261_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DO5261+SATELLITE: SATELLITE OBSERVATIONS - October 02, 2013
 DO5261_ROD/PIPE-DEPTH: 10.7 meters
 DO5261
 DO5261  HISTORY     - Date     Condition        Report By
 DO5261  HISTORY     - 20110908 MONUMENTED       MNDT
 DO5261  HISTORY     - 20131002 GOOD             MNDT
 DO5261
 DO5261                          STATION DESCRIPTION
 DO5261
 DO5261'DESCRIBED BY MN DEPT OF TRANSP 2011
 DO5261'THE ROD MARK IS LOCATED ABOUT 6.5 MI (10.5 KM) WEST-SOUTHWEST OF
 DO5261'VICTORIA, 5.9 MI (9.5 KM) SOUTHEAST OF MAYER AND IN SOUTH WACONIA.
 DO5261'
 DO5261'IN WACONIA, 0.5 MI (0.8 KM) SOUTH ALONG TRUNK HIGHWAY 284 FROM THE
 DO5261'JUNCTION OF TRUNK HIGHWAY 284 AND TRUNK HIGHWAY 5, IN WEST QUADRANT OF
 DO5261'INTERSECTION OF TRUNK HIGHWAY 284 AND COUNTY ROAD 10, AT TRUNK HIGHWAY
 DO5261'284 MILE POINT 4.65.
 DO5261'
 DO5261'THE ROD MARK IS FOUND 64 FT (19.5 M) SOUTHWEST OF SOUTHBOUND SIDE OF
 DO5261'TRUNK HIGHWAY 284/COUNTY ROAD 10 ROUNDABOUT, 45 FT (13.7 M) SOUTH OF
 DO5261'EASTBOUND COUNTY ROAD 10, 16.7 FT (5.1 M) WEST OF WEST EDGE OF
 DO5261'RETAINING WALL, 8.9 FT (2.7 M) EAST OF ELECTRIC BOX, 30.0 FT (9.1 M)
 DO5261'EAST OF FIRE HYDRANT AND 1.5 FT (0.5 M) EAST OF A WITNESS POST.
 DO5261
 DO5261                          STATION RECOVERY (2013)
 DO5261
 DO5261'RECOVERY NOTE BY MN DEPT OF TRANSP 2013 (KMS)
 DO5261'RECOVERED AS DESCRIBED.
 DO5261'
 DO5261'NOTE - THE STATION STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER
 DO5261'ALUMINUM ROD DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION
 DO5261'REMOVABLE DISK SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY
 DO5261'A SIX-INCH PVC PIPE BACK FILLED WITH WASHED SAND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 PP1554 ***********************************************************************
 PP1554  DESIGNATION -  1015.5
 PP1554  PID         -  PP1554
 PP1554  STATE/COUNTY-  MN/RICE
 PP1554  COUNTRY     -  US
 PP1554  USGS QUAD   -  FARIBAULT (2019)
 PP1554
 PP1554                         *CURRENT SURVEY CONTROL
 PP1554  ______________________________________________________________________
 PP1554* NAD 83(1986) POSITION- 44 17 33.85   (N) 093 16 13.64   (W)   HD_HELD1
 PP1554* NAVD 88 ORTHO HEIGHT -   309.534 (meters)     1015.53  (feet) ADJUSTED
 PP1554  ______________________________________________________________________
 PP1554  GEOID HEIGHT    -        -28.155 (meters)                     GEOID18
 PP1554  DYNAMIC HEIGHT  -        309.498 (meters)     1015.41  (feet) COMP
 PP1554  MODELED GRAVITY -    980,491.6   (mgal)                       NAVD 88
 PP1554
 PP1554  VERT ORDER      -  SECOND    CLASS I
 PP1554
 PP1554.The horizontal coordinates were determined by differentially corrected
 PP1554.hand held GPS observations or other comparable positioning techniques
 PP1554.and have an estimated accuracy of +/- 3 meters.
 PP1554
 PP1554.The orthometric height was determined by differential leveling and
 PP1554.adjusted by the NATIONAL GEODETIC SURVEY
 PP1554.in May 2019.
 PP1554
 PP1554.Significant digits in the geoid height do not necessarily reflect accuracy.
 PP1554.GEOID18 height accuracy estimate available here.
 PP1554
 PP1554.Click photographs - Photos may exist for this station.
 PP1554
 PP1554.The dynamic height is computed by dividing the NAVD 88
 PP1554.geopotential number by the normal gravity value computed on the
 PP1554.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP1554.degrees latitude (g = 980.6199 gals.).
 PP1554
 PP1554.The modeled gravity was interpolated from observed gravity values.
 PP1554
 PP1554;                    North         East    Units  Estimated Accuracy
 PP1554;SPC MN S     -   243,897.4     858,220.6     MT  (+/- 3 meters HH1 GPS) 
 PP1554
 PP1554_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK7842304422(NAD 83)
 PP1554
 PP1554                          SUPERSEDED SURVEY CONTROL
 PP1554
 PP1554  NAVD 88 (06/15/91)  309.531  (m)         1015.52   (f) SUPERSEDED  2 0
 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
 PP1554.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PP1554.See file dsdata.pdf to determine how the superseded data were derived.
 PP1554
 PP1554_MARKER: B = BOLT
 PP1554_SETTING: 0 = UNSPECIFIED SETTING
 PP1554_SP_SET: CONCRETE STRUCTURE
 PP1554_MARK LOGO: CGS
 PP1554_MAGNETIC: N = NO MAGNETIC MATERIAL
 PP1554_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PP1554_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 PP1554+SATELLITE: SATELLITE OBSERVATIONS - October 02, 2016
 PP1554
 PP1554  HISTORY     - Date     Condition        Report By
 PP1554  HISTORY     - 1970     MONUMENTED       MNHD
 PP1554  HISTORY     - 1972     GOOD             MNHD
 PP1554  HISTORY     - 1986     GOOD             USPSQD
 PP1554  HISTORY     - 20111004 GOOD             MNDT
 PP1554  HISTORY     - 20161002 GOOD             MNDT
 PP1554
 PP1554                          STATION DESCRIPTION
 PP1554
 PP1554'DESCRIBED BY MN HIGHWAY DEPT 1972
 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, R20W.
 PP1554
 PP1554                          STATION RECOVERY (1986)
 PP1554
 PP1554'RECOVERY NOTE BY US POWER SQUADRON 1986 (TZ)
 PP1554'RECOVERED IN GOOD CONDITION.
 PP1554
 PP1554                          STATION RECOVERY (2011)
 PP1554
 PP1554'RECOVERY NOTE BY MN DEPT OF TRANSP 2011 (MAS)
 PP1554'IN FARIBAULT, 1.0 MI (1.6 KM) EAST ALONG TRUNK HIGHWAY 60  FROM THE
 PP1554'JUNCTION OF TRUNK HIGHWAY 60 AND TRUNK HIGHWAY 21 IN FARIBAULT, THEN 2
 PP1554'BLOCKS SOUTH ON FIRST AVENUE, AT NORTHWEST CORNER OF FIRST AVENUE AND
 PP1554'SECOND STREET, AT THE SOUTHWEST CORNER OF THE CITY HALL, 2.0 FT (0.6
 PP1554'M) SOUTHWEST OF THE SOUTHWEST CORNER OF THE BUILDING, 3.0 FT (0.9 M)
 PP1554'SOUTHEAST OF LIGHT POST UNDER A BUSH IN DECORATIVE PLANTER, IN THE TOP
 PP1554'OF A CONCRETE MASS WITH THE CAP MISSING.
 PP1554
 PP1554                          STATION RECOVERY (2016)
 PP1554
 PP1554'RECOVERY NOTE BY MN DEPT OF TRANSP 2016 (MPP)
 PP1554'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DQ7958 ***********************************************************************
 DQ7958  DESIGNATION -  1017 A
 DQ7958  PID         -  DQ7958
 DQ7958  STATE/COUNTY-  MN/CARVER
 DQ7958  COUNTRY     -  US
 DQ7958  USGS QUAD   -  VICTORIA (2019)
 DQ7958
 DQ7958                         *CURRENT SURVEY CONTROL
 DQ7958  ______________________________________________________________________
 DQ7958* NAD 83(2011) POSITION- 44 47 01.61165(N) 093 37 53.50666(W)   ADJUSTED
 DQ7958* NAD 83(2011) ELLIP HT-   262.471 (meters)        (06/10/20)   ADJUSTED
 DQ7958* NAD 83(2011) EPOCH   -  2010.00
 DQ7958* NAVD 88 ORTHO HEIGHT -   289.243 (meters)      948.96  (feet) ADJUSTED
 DQ7958  ______________________________________________________________________
 DQ7958  GEOID HEIGHT    -        -26.784 (meters)                     GEOID18
 DQ7958  NAD 83(2011) X  -   -287,228.888 (meters)                     COMP
 DQ7958  NAD 83(2011) Y  - -4,525,630.038 (meters)                     COMP
 DQ7958  NAD 83(2011) Z  -  4,470,510.679 (meters)                     COMP
 DQ7958  LAPLACE CORR    -          1.01  (seconds)                    DEFLEC18
 DQ7958  DYNAMIC HEIGHT  -        289.240 (meters)      948.95  (feet) COMP
 DQ7958  MODELED GRAVITY -    980,595.4   (mgal)                       NAVD 88
 DQ7958
 DQ7958  VERT ORDER      -  SECOND    CLASS I
 DQ7958
 DQ7958  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DQ7958  Standards:
 DQ7958         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DQ7958            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DQ7958  -------------------------------------------------------------------
 DQ7958  NETWORK    0.42   0.88           0.19   0.15   0.45      0.07537108
 DQ7958  -------------------------------------------------------------------
 DQ7958  Click here for local accuracies and other accuracy information.
 DQ7958
 DQ7958.The horizontal coordinates were established by GPS observations
 DQ7958.and adjusted by the MN DEPT OF TRANSP in June 2020.
 DQ7958
 DQ7958.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DQ7958.been affixed to the stable North American tectonic plate. See 
 DQ7958.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DQ7958
 DQ7958.The horizontal coordinates are valid at the epoch date displayed above
 DQ7958.which is a decimal equivalence of Year/Month/Day.
 DQ7958
 DQ7958.The orthometric height was determined by differential leveling and
 DQ7958.adjusted by the NATIONAL GEODETIC SURVEY
 DQ7958.in May 2020.
 DQ7958
 DQ7958.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ7958.GEOID18 height accuracy estimate available here.
 DQ7958
 DQ7958.Click photographs - Photos may exist for this station.
 DQ7958
 DQ7958.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DQ7958
 DQ7958.The Laplace correction was computed from DEFLEC18 derived deflections.
 DQ7958
 DQ7958.The ellipsoidal height was determined by GPS observations
 DQ7958.and is referenced to NAD 83.
 DQ7958
 DQ7958.The dynamic height is computed by dividing the NAVD 88
 DQ7958.geopotential number by the normal gravity value computed on the
 DQ7958.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ7958.degrees latitude (g = 980.6199 gals.).
 DQ7958
 DQ7958.The modeled gravity was interpolated from observed gravity values.
 DQ7958
 DQ7958. The following values were computed from the NAD 83(2011) position.
 DQ7958
 DQ7958;                    North         East     Units Scale Factor Converg.
 DQ7958;SPC MN S     -   298,265.455   829,159.764   MT  0.99993415   +0 15 29.8
 DQ7958;SPC MN S     -   978,559.25  2,720,334.99   sFT  0.99993415   +0 15 29.8
 DQ7958;UTM  15      - 4,959,125.632   450,038.949   MT  0.99963069   -0 26 41.6
 DQ7958
 DQ7958!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DQ7958!SPC MN S     -   0.99995885  x   0.99993415  =   0.99989300
 DQ7958!UTM  15      -   0.99995885  x   0.99963069  =   0.99958955
 DQ7958
 DQ7958_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK5003859125(NAD 83)
 DQ7958
 DQ7958                          SUPERSEDED SURVEY CONTROL
 DQ7958
 DQ7958.No superseded survey control is available for this station.
 DQ7958
 DQ7958_MARKER: F = FLANGE-ENCASED ROD
 DQ7958_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DQ7958_STAMPING: 1017 A 2017
 DQ7958_MARK LOGO: MNDT
 DQ7958_PROJECTION: RECESSED 5 CENTIMETERS
 DQ7958_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DQ7958_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ7958_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ7958+SATELLITE: SATELLITE OBSERVATIONS - April 10, 2018
 DQ7958_ROD/PIPE-DEPTH: 15.8 meters
 DQ7958
 DQ7958  HISTORY     - Date     Condition        Report By
 DQ7958  HISTORY     - 20171030 MONUMENTED       MNDT
 DQ7958  HISTORY     - 20180410 GOOD             MNDT
 DQ7958
 DQ7958                          STATION DESCRIPTION
 DQ7958
 DQ7958'DESCRIBED BY MN DEPT OF TRANSP 2017
 DQ7958'THE STATION IS LOCATED ABOUT 8.1 MI (13.0 KM) NORTH OF JORDAN, 5.4 MI
 DQ7958'(8.7 KM) SOUTH-SOUTHEAST OF VICTORIA AND 5.2 MI (8.4 KM) WEST OF
 DQ7958'SHAKOPEE.
 DQ7958'
 DQ7958'TO REACH THE MARK GO 0.75 MI (1.21 KM) NORTHEAST ALONG TRUNK HIGHWAY
 DQ7958'212 FROM THE JUNCTION OF TRUNK HIGHWAY 212 AND JONATHAN CARVER PARKWAY
 DQ7958'IN CHASKA, AT TRUNK HIGHWAY 212 MILE POINT 146.45.
 DQ7958'
 DQ7958'THE MARK IS LOCATED 86.2 FT (26.3 M) EAST OF EASTBOUND TRUNK HIGHWAY
 DQ7958'212, 10.2 FT (3.1 M) SOUTHWEST OF A FENCE CORNER POST, 1.5 FT (0.5 M)
 DQ7958'WEST OF A WITNESS POST.
 DQ7958'
 DQ7958'NOTE-THE STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM ROD
 DQ7958'DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION REMOVABLE DISK
 DQ7958'SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH PVC
 DQ7958'PIPE BACK FILLED WITH WASHED SAND.
 DQ7958
 DQ7958                          STATION RECOVERY (2018)
 DQ7958
 DQ7958'RECOVERY NOTE BY MN DEPT OF TRANSP 2018 (KXV)
 DQ7958'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DQ7955 ***********************************************************************
 DQ7955  DESIGNATION -  1017 B
 DQ7955  PID         -  DQ7955
 DQ7955  STATE/COUNTY-  MN/CARVER
 DQ7955  COUNTRY     -  US
 DQ7955  USGS QUAD   -  SHAKOPEE (2019)
 DQ7955
 DQ7955                         *CURRENT SURVEY CONTROL
 DQ7955  ______________________________________________________________________
 DQ7955* NAD 83(2011) POSITION- 44 49 06.03992(N) 093 35 34.67134(W)   ADJUSTED
 DQ7955* NAD 83(2011) ELLIP HT-   248.278 (meters)        (06/10/20)   ADJUSTED
 DQ7955* NAD 83(2011) EPOCH   -  2010.00
 DQ7955* NAVD 88 ORTHO HEIGHT -   275.018 (meters)      902.29  (feet) ADJUSTED
 DQ7955  ______________________________________________________________________
 DQ7955  GEOID HEIGHT    -        -26.750 (meters)                     GEOID18
 DQ7955  NAD 83(2011) X  -   -284,012.405 (meters)                     COMP
 DQ7955  NAD 83(2011) Y  - -4,523,110.984 (meters)                     COMP
 DQ7955  NAD 83(2011) Z  -  4,473,226.169 (meters)                     COMP
 DQ7955  LAPLACE CORR    -         -0.30  (seconds)                    DEFLEC18
 DQ7955  DYNAMIC HEIGHT  -        275.016 (meters)      902.28  (feet) COMP
 DQ7955  MODELED GRAVITY -    980,600.2   (mgal)                       NAVD 88
 DQ7955
 DQ7955  VERT ORDER      -  SECOND    CLASS I
 DQ7955
 DQ7955  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DQ7955  Standards:
 DQ7955         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DQ7955            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DQ7955  -------------------------------------------------------------------
 DQ7955  NETWORK    0.41   0.82           0.19   0.14   0.42      0.04979958
 DQ7955  -------------------------------------------------------------------
 DQ7955  Click here for local accuracies and other accuracy information.
 DQ7955
 DQ7955.The horizontal coordinates were established by GPS observations
 DQ7955.and adjusted by the MN DEPT OF TRANSP in June 2020.
 DQ7955
 DQ7955.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DQ7955.been affixed to the stable North American tectonic plate. See 
 DQ7955.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DQ7955
 DQ7955.The horizontal coordinates are valid at the epoch date displayed above
 DQ7955.which is a decimal equivalence of Year/Month/Day.
 DQ7955
 DQ7955.The orthometric height was determined by differential leveling and
 DQ7955.adjusted by the NATIONAL GEODETIC SURVEY
 DQ7955.in May 2020.
 DQ7955
 DQ7955.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ7955.GEOID18 height accuracy estimate available here.
 DQ7955
 DQ7955.Click photographs - Photos may exist for this station.
 DQ7955
 DQ7955.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DQ7955
 DQ7955.The Laplace correction was computed from DEFLEC18 derived deflections.
 DQ7955
 DQ7955.The ellipsoidal height was determined by GPS observations
 DQ7955.and is referenced to NAD 83.
 DQ7955
 DQ7955.The dynamic height is computed by dividing the NAVD 88
 DQ7955.geopotential number by the normal gravity value computed on the
 DQ7955.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ7955.degrees latitude (g = 980.6199 gals.).
 DQ7955
 DQ7955.The modeled gravity was interpolated from observed gravity values.
 DQ7955
 DQ7955. The following values were computed from the NAD 83(2011) position.
 DQ7955
 DQ7955;                    North         East     Units Scale Factor Converg.
 DQ7955;SPC MN S     -   302,120.596   832,192.576   MT  0.99993731   +0 17 07.1
 DQ7955;SPC MN S     -   991,207.32  2,730,285.14   sFT  0.99993731   +0 17 07.1
 DQ7955;UTM  15      - 4,962,942.090   453,117.902   MT  0.99962703   -0 25 04.7
 DQ7955
 DQ7955!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DQ7955!SPC MN S     -   0.99996107  x   0.99993731  =   0.99989839
 DQ7955!UTM  15      -   0.99996107  x   0.99962703  =   0.99958812
 DQ7955
 DQ7955_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK5311762942(NAD 83)
 DQ7955
 DQ7955                          SUPERSEDED SURVEY CONTROL
 DQ7955
 DQ7955.No superseded survey control is available for this station.
 DQ7955
 DQ7955_MARKER: F = FLANGE-ENCASED ROD
 DQ7955_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DQ7955_STAMPING: 1017 B 2017
 DQ7955_MARK LOGO: MNDT
 DQ7955_PROJECTION: RECESSED 5 CENTIMETERS
 DQ7955_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DQ7955_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ7955_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ7955+SATELLITE: SATELLITE OBSERVATIONS - April 10, 2018
 DQ7955_ROD/PIPE-DEPTH: 9.8 meters
 DQ7955
 DQ7955  HISTORY     - Date     Condition        Report By
 DQ7955  HISTORY     - 20171030 MONUMENTED       MNDT
 DQ7955  HISTORY     - 20180410 GOOD             MNDT
 DQ7955
 DQ7955                          STATION DESCRIPTION
 DQ7955
 DQ7955'DESCRIBED BY MN DEPT OF TRANSP 2017
 DQ7955'THE STATION IS LOCATED ABOUT 6.0 MI (9.7 KM) SOUTH-SOUTHWEST OF
 DQ7955'EXCELSIOR, 4.4 MI (7.1 KM) SOUTHEAST OF VICTORIA AND 3.5 MI (5.6 KM)
 DQ7955'WEST-NORTHWEST OF SHAKOPEE.
 DQ7955'
 DQ7955'TO REACH THE MARK GO 0.45 MI (0.72 KM) NORTHEAST ALONG TRUNK HIGHWAY
 DQ7955'212 FROM THE JUNCTION OF TRUNK HIGHWAY 212 AND COUNTY ROAD 41 IN
 DQ7955'CHASKA, AT TRUNK HIGHWAY 212 MILE POINT 149.90.
 DQ7955'
 DQ7955'THE MARK IS LOCATED 49.0 FT (14.9 M) SOUTHEAST OF EASTBOUND TRUNK
 DQ7955'HIGHWAY 212, 15.5 FT (4.7 M) NORTHWEST OF A FENCE LINE, 1.5 FT (0.5 M)
 DQ7955'NORTHWEST OF A WITNESS POST.
 DQ7955'
 DQ7955'NOTE - THE STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM
 DQ7955'ROD DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION REMOVABLE
 DQ7955'DISK SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH
 DQ7955'PVC PIPE BACK FILLED WITH WASHED SAND.
 DQ7955
 DQ7955                          STATION RECOVERY (2018)
 DQ7955
 DQ7955'RECOVERY NOTE BY MN DEPT OF TRANSP 2018 (KXS)
 DQ7955'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DQ7952 ***********************************************************************
 DQ7952  DESIGNATION -  1017 C
 DQ7952  PID         -  DQ7952
 DQ7952  STATE/COUNTY-  MN/CARVER
 DQ7952  COUNTRY     -  US
 DQ7952  USGS QUAD   -  SHAKOPEE (2019)
 DQ7952
 DQ7952                         *CURRENT SURVEY CONTROL
 DQ7952  ______________________________________________________________________
 DQ7952* NAD 83(2011) POSITION- 44 49 57.11358(N) 093 33 16.02992(W)   ADJUSTED
 DQ7952* NAD 83(2011) ELLIP HT-   240.813 (meters)        (06/10/20)   ADJUSTED
 DQ7952* NAD 83(2011) EPOCH   -  2010.00
 DQ7952* NAVD 88 ORTHO HEIGHT -   267.563 (meters)      877.83  (feet) ADJUSTED
 DQ7952  ______________________________________________________________________
 DQ7952  GEOID HEIGHT    -        -26.763 (meters)                     GEOID18
 DQ7952  NAD 83(2011) X  -   -280,902.884 (meters)                     COMP
 DQ7952  NAD 83(2011) Y  - -4,522,186.255 (meters)                     COMP
 DQ7952  NAD 83(2011) Z  -  4,474,339.160 (meters)                     COMP
 DQ7952  LAPLACE CORR    -         -2.12  (seconds)                    DEFLEC18
 DQ7952  DYNAMIC HEIGHT  -        267.559 (meters)      877.82  (feet) COMP
 DQ7952  MODELED GRAVITY -    980,596.0   (mgal)                       NAVD 88
 DQ7952
 DQ7952  VERT ORDER      -  SECOND    CLASS I
 DQ7952
 DQ7952  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DQ7952  Standards:
 DQ7952         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DQ7952            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DQ7952  -------------------------------------------------------------------
 DQ7952  NETWORK    0.41   0.86           0.19   0.14   0.44      0.05904443
 DQ7952  -------------------------------------------------------------------
 DQ7952  Click here for local accuracies and other accuracy information.
 DQ7952
 DQ7952.The horizontal coordinates were established by GPS observations
 DQ7952.and adjusted by the MN DEPT OF TRANSP in June 2020.
 DQ7952
 DQ7952.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DQ7952.been affixed to the stable North American tectonic plate. See 
 DQ7952.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DQ7952
 DQ7952.The horizontal coordinates are valid at the epoch date displayed above
 DQ7952.which is a decimal equivalence of Year/Month/Day.
 DQ7952
 DQ7952.The orthometric height was determined by differential leveling and
 DQ7952.adjusted by the NATIONAL GEODETIC SURVEY
 DQ7952.in May 2020.
 DQ7952
 DQ7952.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ7952.GEOID18 height accuracy estimate available here.
 DQ7952
 DQ7952.Click photographs - Photos may exist for this station.
 DQ7952
 DQ7952.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DQ7952
 DQ7952.The Laplace correction was computed from DEFLEC18 derived deflections.
 DQ7952
 DQ7952.The ellipsoidal height was determined by GPS observations
 DQ7952.and is referenced to NAD 83.
 DQ7952
 DQ7952.The dynamic height is computed by dividing the NAVD 88
 DQ7952.geopotential number by the normal gravity value computed on the
 DQ7952.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ7952.degrees latitude (g = 980.6199 gals.).
 DQ7952
 DQ7952.The modeled gravity was interpolated from observed gravity values.
 DQ7952
 DQ7952. The following values were computed from the NAD 83(2011) position.
 DQ7952
 DQ7952;                    North         East     Units Scale Factor Converg.
 DQ7952;SPC MN S     -   303,712.952   835,229.841   MT  0.99993870   +0 18 44.3
 DQ7952;SPC MN S     -   996,431.58  2,740,249.90   sFT  0.99993870   +0 18 44.3
 DQ7952;UTM  15      - 4,964,496.561   456,173.526   MT  0.99962362   -0 23 27.3
 DQ7952
 DQ7952!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DQ7952!SPC MN S     -   0.99996224  x   0.99993870  =   0.99990095
 DQ7952!UTM  15      -   0.99996224  x   0.99962362  =   0.99958588
 DQ7952
 DQ7952_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK5617364496(NAD 83)
 DQ7952
 DQ7952                          SUPERSEDED SURVEY CONTROL
 DQ7952
 DQ7952.No superseded survey control is available for this station.
 DQ7952
 DQ7952_MARKER: F = FLANGE-ENCASED ROD
 DQ7952_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DQ7952_STAMPING: 1017 C 2017
 DQ7952_MARK LOGO: MNDT
 DQ7952_PROJECTION: RECESSED 5 CENTIMETERS
 DQ7952_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DQ7952_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ7952_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ7952+SATELLITE: SATELLITE OBSERVATIONS - April 10, 2018
 DQ7952_ROD/PIPE-DEPTH: 7.3 meters
 DQ7952
 DQ7952  HISTORY     - Date     Condition        Report By
 DQ7952  HISTORY     - 20171031 MONUMENTED       MNDT
 DQ7952  HISTORY     - 20180410 GOOD             MNDT
 DQ7952
 DQ7952                          STATION DESCRIPTION
 DQ7952
 DQ7952'DESCRIBED BY MN DEPT OF TRANSP 2017
 DQ7952'THE STATION IS LOCATED ABOUT 4.9 MI (7.9 KM) SOUTH OF EXCELSIOR, 4.4
 DQ7952'MI (7.1 KM) WEST-SOUTHWEST OF EDEN PRAIRIE AND 2.7 MI (4.3 KM)
 DQ7952'NORTH-NORTHWEST OF SHAKOPEE.
 DQ7952'
 DQ7952'TO REACH THE MARK GO 0.1 MI (0.2 KM) SOUTHWEST ALONG TRUNK HIGHWAY 212
 DQ7952'FROM THE JUNCTION OF TRUNK HIGHWAY 212 AND COUNTY ROAD 17 (POWERS
 DQ7952'BOULEVARD), AT TRUNK HIGHWAY 212 MILE POINT 152.10.
 DQ7952'
 DQ7952'THE MARK IS LOCATED 43.5 FT (13.3 M) SOUTHEAST OF EASTBOUND TRUNK
 DQ7952'HIGHWAY 212, 1.5 FT (0.5 M) NORTHWEST OF A WITNESS POST.
 DQ7952'
 DQ7952'NOTE-THE STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM ROD
 DQ7952'DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION REMOVABLE DISK
 DQ7952'SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH PVC
 DQ7952'PIPE BACK FILLED WITH WASHED SAND.
 DQ7952
 DQ7952                          STATION RECOVERY (2018)
 DQ7952
 DQ7952'RECOVERY NOTE BY MN DEPT OF TRANSP 2018 (KXJ)
 DQ7952'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DQ7951 ***********************************************************************
 DQ7951  DESIGNATION -  1017 D
 DQ7951  PID         -  DQ7951
 DQ7951  STATE/COUNTY-  MN/CARVER
 DQ7951  COUNTRY     -  US
 DQ7951  USGS QUAD   -  SHAKOPEE (2019)
 DQ7951
 DQ7951                         *CURRENT SURVEY CONTROL
 DQ7951  ______________________________________________________________________
 DQ7951* NAD 83(2011) POSITION- 44 50 37.12457(N) 093 32 20.42743(W)   ADJUSTED
 DQ7951* NAD 83(2011) ELLIP HT-   254.902 (meters)        (06/10/20)   ADJUSTED
 DQ7951* NAD 83(2011) EPOCH   -  2010.00
 DQ7951* NAVD 88 ORTHO HEIGHT -   281.674 (meters)      924.13  (feet) ADJUSTED
 DQ7951  ______________________________________________________________________
 DQ7951  GEOID HEIGHT    -        -26.773 (meters)                     GEOID18
 DQ7951  NAD 83(2011) X  -   -279,630.692 (meters)                     COMP
 DQ7951  NAD 83(2011) Y  - -4,521,402.534 (meters)                     COMP
 DQ7951  NAD 83(2011) Z  -  4,475,224.941 (meters)                     COMP
 DQ7951  LAPLACE CORR    -         -2.61  (seconds)                    DEFLEC18
 DQ7951  DYNAMIC HEIGHT  -        281.670 (meters)      924.11  (feet) COMP
 DQ7951  MODELED GRAVITY -    980,593.0   (mgal)                       NAVD 88
 DQ7951
 DQ7951  VERT ORDER      -  SECOND    CLASS I
 DQ7951
 DQ7951  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DQ7951  Standards:
 DQ7951         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DQ7951            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DQ7951  -------------------------------------------------------------------
 DQ7951  NETWORK    0.43   0.82           0.20   0.14   0.42      0.10550069
 DQ7951  -------------------------------------------------------------------
 DQ7951  Click here for local accuracies and other accuracy information.
 DQ7951
 DQ7951.The horizontal coordinates were established by GPS observations
 DQ7951.and adjusted by the MN DEPT OF TRANSP in June 2020.
 DQ7951
 DQ7951.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DQ7951.been affixed to the stable North American tectonic plate. See 
 DQ7951.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DQ7951
 DQ7951.The horizontal coordinates are valid at the epoch date displayed above
 DQ7951.which is a decimal equivalence of Year/Month/Day.
 DQ7951
 DQ7951.The orthometric height was determined by differential leveling and
 DQ7951.adjusted by the NATIONAL GEODETIC SURVEY
 DQ7951.in May 2020.
 DQ7951
 DQ7951.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ7951.GEOID18 height accuracy estimate available here.
 DQ7951
 DQ7951.Click photographs - Photos may exist for this station.
 DQ7951
 DQ7951.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DQ7951
 DQ7951.The Laplace correction was computed from DEFLEC18 derived deflections.
 DQ7951
 DQ7951.The ellipsoidal height was determined by GPS observations
 DQ7951.and is referenced to NAD 83.
 DQ7951
 DQ7951.The dynamic height is computed by dividing the NAVD 88
 DQ7951.geopotential number by the normal gravity value computed on the
 DQ7951.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ7951.degrees latitude (g = 980.6199 gals.).
 DQ7951
 DQ7951.The modeled gravity was interpolated from observed gravity values.
 DQ7951
 DQ7951. The following values were computed from the NAD 83(2011) position.
 DQ7951
 DQ7951;                    North         East     Units Scale Factor Converg.
 DQ7951;SPC MN S     -   304,954.731   836,444.124   MT  0.99993984   +0 19 23.2
 DQ7951;SPC MN S     - 1,000,505.65  2,744,233.76   sFT  0.99993984   +0 19 23.2
 DQ7951;UTM  15      - 4,965,722.955   457,402.570   MT  0.99962231   -0 22 48.4
 DQ7951
 DQ7951!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DQ7951!SPC MN S     -   0.99996004  x   0.99993984  =   0.99989988
 DQ7951!UTM  15      -   0.99996004  x   0.99962231  =   0.99958236
 DQ7951
 DQ7951_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK5740265722(NAD 83)
 DQ7951
 DQ7951                          SUPERSEDED SURVEY CONTROL
 DQ7951
 DQ7951.No superseded survey control is available for this station.
 DQ7951
 DQ7951_MARKER: F = FLANGE-ENCASED ROD
 DQ7951_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DQ7951_STAMPING: 1017 D 2017
 DQ7951_MARK LOGO: MNDT
 DQ7951_PROJECTION: RECESSED 5 CENTIMETERS
 DQ7951_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DQ7951_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ7951_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ7951+SATELLITE: SATELLITE OBSERVATIONS - April 05, 2018
 DQ7951_ROD/PIPE-DEPTH: 7.0 meters
 DQ7951
 DQ7951  HISTORY     - Date     Condition        Report By
 DQ7951  HISTORY     - 20171031 MONUMENTED       MNDT
 DQ7951  HISTORY     - 20180405 GOOD             MNDT
 DQ7951
 DQ7951                          STATION DESCRIPTION
 DQ7951
 DQ7951'DESCRIBED BY MN DEPT OF TRANSP 2017
 DQ7951'THE STATION IS LOCATED ABOUT 4.3 MI (6.9 KM) SOUTH-SOUTHEAST OF
 DQ7951'EXCELSIOR, 3.4 MI (5.5 KM) WEST-SOUTHWEST OF EDEN PRAIRIE AND 3.2 MI
 DQ7951'(5.1 KM) NORTH OF SHAKOPEE.
 DQ7951'
 DQ7951'TO REACH THE MARK AT THE JUNCTION OF COUNTY ROAD 101 AND TRUNK HIGHWAY
 DQ7951'212 IN CHANHASSEN, AT TRUNK HIGHWAY 212 MILE POINT 153.25.
 DQ7951'
 DQ7951'THE MARK IS LOCATED 147.6 FT (45.0 M) SOUTH OF EASTBOUND TRUNK HIGHWAY
 DQ7951'212, 43.0 FT (13.1 M) WEST OF COUNTY ROAD 101, 233.0 FT (71.0 M) NORTH
 DQ7951'OF CROSS ROAD BOULEVARD, 1.5 FT (0.5 M) EAST OF A WITNESS POST.
 DQ7951'
 DQ7951'NOTE -THE STATION STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER
 DQ7951'ALUMINUM ROD DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION
 DQ7951'REMOVABLE DISK SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY
 DQ7951'A SIX-INCH PVC PIPE BACK FILLED WITH WASHED SAND.
 DQ7951
 DQ7951                          STATION RECOVERY (2018)
 DQ7951
 DQ7951'RECOVERY NOTE BY MN DEPT OF TRANSP 2018 (KXS)
 DQ7951'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DM5799 ***********************************************************************
 DM5799  HT_MOD      -  This is a Height Modernization Survey Station.
 DM5799  DESIGNATION -  1019 ADJ
 DM5799  PID         -  DM5799
 DM5799  STATE/COUNTY-  MN/CARVER
 DM5799  COUNTRY     -  US
 DM5799  USGS QUAD   -  VICTORIA (2019)
 DM5799
 DM5799                         *CURRENT SURVEY CONTROL
 DM5799  ______________________________________________________________________
 DM5799* NAD 83(2011) POSITION- 44 50 03.88040(N) 093 42 49.68063(W)   ADJUSTED
 DM5799* NAD 83(2011) ELLIP HT-   283.470 (meters)        (06/27/12)   ADJUSTED
 DM5799* NAD 83(2011) EPOCH   -  2010.00
 DM5799* NAVD 88 ORTHO HEIGHT -   310.42  (meters)     1018.4   (feet) GPS OBS
 DM5799  ______________________________________________________________________
 DM5799  NAVD 88 orthometric height was determined with geoid model    GEOID09
 DM5799  GEOID HEIGHT    -        -26.919 (meters)                     GEOID09
 DM5799  GEOID HEIGHT    -        -26.953 (meters)                     GEOID18
 DM5799  NAD 83(2011) X  -   -293,471.022 (meters)                     COMP
 DM5799  NAD 83(2011) Y  - -4,521,270.754 (meters)                     COMP
 DM5799  NAD 83(2011) Z  -  4,474,517.374 (meters)                     COMP
 DM5799  LAPLACE CORR    -          7.24  (seconds)                    DEFLEC18
 DM5799
 DM5799  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DM5799  Standards:
 DM5799         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DM5799            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DM5799  -------------------------------------------------------------------
 DM5799  NETWORK    0.36   0.63           0.17   0.11   0.32      0.06888065
 DM5799  -------------------------------------------------------------------
 DM5799  Click here for local accuracies and other accuracy information.
 DM5799
 DM5799.The horizontal coordinates were established by GPS observations
 DM5799.and adjusted by the National Geodetic Survey in June 2012.
 DM5799
 DM5799.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DM5799.been affixed to the stable North American tectonic plate. See 
 DM5799.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DM5799
 DM5799.The horizontal coordinates are valid at the epoch date displayed above
 DM5799.which is a decimal equivalence of Year/Month/Day.
 DM5799
 DM5799.The orthometric height was determined by GPS observations and a
 DM5799.high-resolution geoid model using precise GPS observation and
 DM5799.processing techniques.
 DM5799
 DM5799.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM5799.GEOID18 height accuracy estimate available here.
 DM5799
 DM5799.Click photographs - Photos may exist for this station.
 DM5799
 DM5799.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DM5799
 DM5799.The Laplace correction was computed from DEFLEC18 derived deflections.
 DM5799
 DM5799.The ellipsoidal height was determined by GPS observations
 DM5799.and is referenced to NAD 83.
 DM5799
 DM5799. The following values were computed from the NAD 83(2011) position.
 DM5799
 DM5799;                    North         East     Units Scale Factor Converg.
 DM5799;SPC MN S     -   303,865.427   822,629.424   MT  0.99993889   +0 12 02.2
 DM5799;SPC MN S     -   996,931.82  2,698,910.04   sFT  0.99993889   +0 12 02.2
 DM5799;UTM  15      - 4,964,803.651   443,579.809   MT  0.99963914   -0 30 11.8
 DM5799
 DM5799!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DM5799!SPC MN S     -   0.99995556  x   0.99993889  =   0.99989445
 DM5799!UTM  15      -   0.99995556  x   0.99963914  =   0.99959471
 DM5799
 DM5799_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK4357964803(NAD 83)
 DM5799
 DM5799                          SUPERSEDED SURVEY CONTROL
 DM5799
 DM5799  NAD 83(2007)-  44 50 03.88068(N)    093 42 49.68132(W) AD(2002.00) 1
 DM5799  ELLIP H (02/25/11)  283.499  (m)                       GP(2002.00) 2 1
 DM5799
 DM5799.Superseded values are not recommended for survey control.
 DM5799
 DM5799.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DM5799.See file dsdata.pdf to determine how the superseded data were derived.
 DM5799
 DM5799_MARKER: P = PIPE CAP
 DM5799_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 DM5799_STAMPING: 1019 ADJ 1903
 DM5799_MARK LOGO: USGS
 DM5799_MAGNETIC: P = MARKER IS A STEEL PIPE
 DM5799_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DM5799_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DM5799+SATELLITE: SATELLITE OBSERVATIONS - June 30, 2008
 DM5799
 DM5799  HISTORY     - Date     Condition        Report By
 DM5799  HISTORY     - 1905     MONUMENTED       USGS
 DM5799  HISTORY     - 20080630 GOOD             MNDT
 DM5799  HISTORY     - 20200406 MARK NOT FOUND   MNDT
 DM5799
 DM5799                          STATION DESCRIPTION
 DM5799
 DM5799'DESCRIBED BY MN DEPT OF TRANSP 2008 (MPP)
 DM5799'THE MARK IS 3.0 MILES EAST OF WACONIA, 4.4 MILES EASTERLY ALONG COUNTY
 DM5799'ROAD 10 FROM THE JUNCTION OF COUNTY ROAD 10 AND TRUNK HIGHWAY 284 IN
 DM5799'WACONIA, THEN 1.15 MILES NORTH ALONG LAKETOWN ROAD, AT NUMBER 9350
 DM5799'LAKETOWN ROAD, 95.0 FEET NORTHWEST OF POWER POLE, 11.9 FEET EAST OF
 DM5799'LAKETOWN ROAD, 3.8 FEET SOUTHWEST OF WITNESS POST, 3.0 FEET SOUTH OF
 DM5799'MAILBOX POST, 1.0 FOOT NORTH OF NEWSPAPER BOX.
 DM5799
 DM5799                          STATION RECOVERY (2020)
 DM5799
 DM5799'RECOVERY NOTE BY MN DEPT OF TRANSP 2020 (TJD)
 DM5799'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DM3065 ***********************************************************************
 DM3065  HT_MOD      -  This is a Height Modernization Survey Station.
 DM3065  DESIGNATION -  102
 DM3065  PID         -  DM3065
 DM3065  STATE/COUNTY-  MN/TRAVERSE
 DM3065  COUNTRY     -  US
 DM3065  USGS QUAD   -  GRACEVILLE NE (2019)
 DM3065
 DM3065                         *CURRENT SURVEY CONTROL
 DM3065  ______________________________________________________________________
 DM3065* NAD 83(2011) POSITION- 45 38 36.81415(N) 096 17 42.07666(W)   ADJUSTED
 DM3065* NAD 83(2011) ELLIP HT-   299.887 (meters)        (06/27/12)   ADJUSTED
 DM3065* NAD 83(2011) EPOCH   -  2010.00
 DM3065* NAVD 88 ORTHO HEIGHT -   326.11  (meters)     1069.9   (feet) GPS OBS
 DM3065  ______________________________________________________________________
 DM3065  NAVD 88 orthometric height was determined with geoid model    GEOID03
 DM3065  GEOID HEIGHT    -        -26.154 (meters)                     GEOID03
 DM3065  GEOID HEIGHT    -        -26.210 (meters)                     GEOID18
 DM3065  NAD 83(2011) X  -   -489,791.045 (meters)                     COMP
 DM3065  NAD 83(2011) Y  - -4,440,008.999 (meters)                     COMP
 DM3065  NAD 83(2011) Z  -  4,537,852.803 (meters)                     COMP
 DM3065  LAPLACE CORR    -         -0.23  (seconds)                    DEFLEC18
 DM3065
 DM3065  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DM3065  Standards:
 DM3065         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DM3065            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DM3065  -------------------------------------------------------------------
 DM3065  NETWORK    0.46   0.45           0.21   0.16   0.23      0.22019531
 DM3065  -------------------------------------------------------------------
 DM3065  Click here for local accuracies and other accuracy information.
 DM3065
 DM3065.The horizontal coordinates were established by GPS observations
 DM3065.and adjusted by the National Geodetic Survey in June 2012.
 DM3065
 DM3065.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DM3065.been affixed to the stable North American tectonic plate. See 
 DM3065.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DM3065
 DM3065.The horizontal coordinates are valid at the epoch date displayed above
 DM3065.which is a decimal equivalence of Year/Month/Day.
 DM3065
 DM3065.The orthometric height was determined by GPS observations and a
 DM3065.high-resolution geoid model using precise GPS observation and
 DM3065.processing techniques.
 DM3065
 DM3065.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM3065.GEOID18 height accuracy estimate available here.
 DM3065
 DM3065.Click photographs - Photos may exist for this station.
 DM3065
 DM3065.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DM3065
 DM3065.The Laplace correction was computed from DEFLEC18 derived deflections.
 DM3065
 DM3065.The ellipsoidal height was determined by GPS observations
 DM3065.and is referenced to NAD 83.
 DM3065
 DM3065. The following values were computed from the NAD 83(2011) position.
 DM3065
 DM3065;                    North         East     Units Scale Factor Converg.
 DM3065;SPC MN C     -   173,587.871   640,590.411   MT  0.99999428   -1 28 45.6
 DM3065;SPC MN C     -   569,512.87  2,101,670.37   sFT  0.99999428   -1 28 45.6
 DM3065;UTM  14      - 5,058,004.800   710,791.951   MT  1.00014631   +1 56 05.2
 DM3065
 DM3065!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DM3065!SPC MN C     -   0.99995299  x   0.99999428  =   0.99994727
 DM3065!UTM  14      -   0.99995299  x   1.00014631  =   1.00009929
 DM3065
 DM3065_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQR1079158004(NAD 83)
 DM3065
 DM3065                          SUPERSEDED SURVEY CONTROL
 DM3065
 DM3065  NAD 83(2007)-  45 38 36.81394(N)    096 17 42.07780(W) AD(2002.00) 1
 DM3065  ELLIP H (08/31/10)  299.920  (m)                       GP(2002.00) 3 1
 DM3065
 DM3065.Superseded values are not recommended for survey control.
 DM3065
 DM3065.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DM3065.See file dsdata.pdf to determine how the superseded data were derived.
 DM3065
 DM3065_MARKER: DB = BENCH MARK DISK
 DM3065_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 DM3065+WITH SETTING: INFORMATION.
 DM3065_STAMPING: 102
 DM3065_MARK LOGO: BOISDE
 DM3065_PROJECTION: FLUSH
 DM3065_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DM3065_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DM3065_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DM3065+SATELLITE: SATELLITE OBSERVATIONS - December 03, 2019
 DM3065
 DM3065  HISTORY     - Date     Condition        Report By
 DM3065  HISTORY     - 20080401 MONUMENTED       BOISDE
 DM3065  HISTORY     - 20091029 GOOD             MNDT
 DM3065  HISTORY     - 20130709 GOOD             MNDT
 DM3065  HISTORY     - 20191203 GOOD             MNDT
 DM3065
 DM3065                          STATION DESCRIPTION
 DM3065
 DM3065'DESCRIBED BY MN DEPT OF TRANSP 2009 (MPP)
 DM3065'THE MARK WAS RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.
 DM3065'THE MARK IS 6.2 MILES EAST OF COLLIS, 6.23 MILES EAST ALONG COUNTY
 DM3065'ROAD 4 FROM THE JUNCTION OF COUNTY ROAD 4 AND TRUNK HIGHWAY 75 IN
 DM3065'COLLIS, 71.5 FEET WEST OF COUNTY ROAD 15, 53.0 FEET SOUTH OF COUNTY
 DM3065'ROAD 4, 12.1 FEET NORTHWEST OF CABLE PEDESTAL, 8.7 FEET SOUTHWEST OF
 DM3065'RIGHT OF WAY POST, 3.2 FEET NORTHWEST OF WITNESS POST.
 DM3065
 DM3065                          STATION RECOVERY (2013)
 DM3065
 DM3065'RECOVERY NOTE BY MN DEPT OF TRANSP 2013 (AXD)
 DM3065'RECOVERED AS DESCRIBED.
 DM3065
 DM3065                          STATION RECOVERY (2019)
 DM3065
 DM3065'RECOVERY NOTE BY MN DEPT OF TRANSP 2019 (KMS)
 DM3065'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DN4408 ***********************************************************************
 DN4408  HT_MOD      -  This is a Height Modernization Survey Station.
 DN4408  DESIGNATION -  102 KEE
 DN4408  PID         -  DN4408
 DN4408  STATE/COUNTY-  MN/LAKE OF THE WOODS
 DN4408  COUNTRY     -  US
 DN4408  USGS QUAD   -  OAKS CORNER (2019)
 DN4408
 DN4408                         *CURRENT SURVEY CONTROL
 DN4408  ______________________________________________________________________
 DN4408* NAD 83(2011) POSITION- 48 28 22.49197(N) 094 53 14.36758(W)   ADJUSTED
 DN4408* NAD 83(2011) ELLIP HT-   331.792 (meters)        (06/27/12)   ADJUSTED
 DN4408* NAD 83(2011) EPOCH   -  2010.00
 DN4408* NAVD 88 ORTHO HEIGHT -   360.05  (meters)     1181.3   (feet) GPS OBS
 DN4408  ______________________________________________________________________
 DN4408  NAVD 88 orthometric height was determined with geoid model    GEOID09
 DN4408  GEOID HEIGHT    -        -28.225 (meters)                     GEOID09
 DN4408  GEOID HEIGHT    -        -28.252 (meters)                     GEOID18
 DN4408  NAD 83(2011) X  -   -360,953.212 (meters)                     COMP
 DN4408  NAD 83(2011) Y  - -4,221,310.246 (meters)                     COMP
 DN4408  NAD 83(2011) Z  -  4,752,149.736 (meters)                     COMP
 DN4408  LAPLACE CORR    -         -5.04  (seconds)                    DEFLEC18
 DN4408
 DN4408  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DN4408  Standards:
 DN4408         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DN4408            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DN4408  -------------------------------------------------------------------
 DN4408  NETWORK    0.37   0.59           0.17   0.13   0.30     -0.10562284
 DN4408  -------------------------------------------------------------------
 DN4408  Click here for local accuracies and other accuracy information.
 DN4408
 DN4408.The horizontal coordinates were established by GPS observations
 DN4408.and adjusted by the National Geodetic Survey in June 2012.
 DN4408
 DN4408.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DN4408.been affixed to the stable North American tectonic plate. See 
 DN4408.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DN4408
 DN4408.The horizontal coordinates are valid at the epoch date displayed above
 DN4408.which is a decimal equivalence of Year/Month/Day.
 DN4408
 DN4408.The orthometric height was determined by GPS observations and a
 DN4408.high-resolution geoid model using precise GPS observation and
 DN4408.processing techniques.
 DN4408
 DN4408.Significant digits in the geoid height do not necessarily reflect accuracy.
 DN4408.GEOID18 height accuracy estimate available here.
 DN4408
 DN4408.Click photographs - Photos may exist for this station.
 DN4408
 DN4408.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DN4408
 DN4408.The Laplace correction was computed from DEFLEC18 derived deflections.
 DN4408
 DN4408.The ellipsoidal height was determined by GPS observations
 DN4408.and is referenced to NAD 83.
 DN4408
 DN4408. The following values were computed from the NAD 83(2011) position.
 DN4408
 DN4408;                    North         East     Units Scale Factor Converg.
 DN4408;SPC MN N     -   320,870.455   667,860.286   MT  0.99996478   -1 19 29.3
 DN4408;SPC MN N     - 1,052,722.48  2,191,138.29   sFT  0.99996478   -1 19 29.3
 DN4408;UTM  15      - 5,370,585.116   360,508.622   MT  0.99983907   -1 24 47.4
 DN4408
 DN4408!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DN4408!SPC MN N     -   0.99994800  x   0.99996478  =   0.99991279
 DN4408!UTM  15      -   0.99994800  x   0.99983907  =   0.99978708
 DN4408
 DN4408_U.S. NATIONAL GRID SPATIAL ADDRESS: 15UUP6050870585(NAD 83)
 DN4408
 DN4408                          SUPERSEDED SURVEY CONTROL
 DN4408
 DN4408  NAD 83(2007)-  48 28 22.49194(N)    094 53 14.36830(W) AD(2002.00) 1
 DN4408  ELLIP H (09/16/11)  331.822  (m)                       GP(2002.00) 1 1
 DN4408
 DN4408.Superseded values are not recommended for survey control.
 DN4408
 DN4408.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN4408.See file dsdata.pdf to determine how the superseded data were derived.
 DN4408
 DN4408_MARKER: DD = SURVEY DISK
 DN4408_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DN4408_STAMPING: 102 KEE 1967
 DN4408_MARK LOGO: USGS
 DN4408_PROJECTION: FLUSH
 DN4408_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DN4408_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DN4408+STABILITY: SURFACE MOTION
 DN4408_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DN4408+SATELLITE: SATELLITE OBSERVATIONS - June 29, 2020
 DN4408
 DN4408  HISTORY     - Date     Condition        Report By
 DN4408  HISTORY     - 1967     MONUMENTED       USGS
 DN4408  HISTORY     - 20081217 GOOD             MNDT
 DN4408  HISTORY     - 20200629 GOOD             MNDT
 DN4408
 DN4408                          STATION DESCRIPTION
 DN4408
 DN4408'DESCRIBED BY MN DEPT OF TRANSP 2008 (MPP)
 DN4408'20.5 MILES SOUTH SOUTHEAST OF WILLIAMS, 6.85 MILES SOUTH ALONG COUNTY
 DN4408'ROAD 2 FROM JUNCTION OF COUNTY ROAD 2 AND TRUNK HIGHWAY 11(IN
 DN4408'WILLIAMS)THEN 12.6 MILE SOUTH ON COUNTY ROAD 183(FAUNCE FOREST
 DN4408'ROAD)THEN 3.5 MILES EAST ON BANKTON FOREST ROAD, 11.25 MILES WEST
 DN4408'SOUTHWEST OF CARP, 31 FEET SOUTH OF BANKTON FOREST ROAD, 57 FEET NORTH
 DN4408'OF GRAVE SITE, 0.5 FOOT WEST OF WITNESS POST.
 DN4408
 DN4408                          STATION RECOVERY (2020)
 DN4408
 DN4408'RECOVERY NOTE BY MN DEPT OF TRANSP 2020 (KMS)
 DN4408'20.5 MI (33.0 KM) SOUTH-SOUTHEAST OF WILLIAMS, 6.85 MI (11.02 KM)
 DN4408'SOUTH ALONG COUNTY ROAD 2 FROM THE JUNCTION OF COUNTY ROAD 2 AND TRUNK
 DN4408'HIGHWAY 11 IN WILLIAMS, THEN 12.6 MI (20.3 KM) SOUTH ON COUNTY ROAD
 DN4408'183 (FAUNCE FOREST ROAD), THEN 3.5 MI (5.6 KM) EAST ON BANKTON FOREST
 DN4408'ROAD, 31.0 FT (9.4 M) SOUTH OF BANKTON FOREST ROAD, 57.0 FT (17.4 M)
 DN4408'NORTH OF A GRAVE SITE, 1.0 FT (0.3 M) WEST OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 PP1949 ***********************************************************************
 PP1949  DESIGNATION -  1020 ADJ
 PP1949  PID         -  PP1949
 PP1949  STATE/COUNTY-  MN/CARVER
 PP1949  COUNTRY     -  US
 PP1949  USGS QUAD   -  MOUND (2019)
 PP1949
 PP1949                         *CURRENT SURVEY CONTROL
 PP1949  ______________________________________________________________________
 PP1949* NAD 83(1986) POSITION- 44 52 53.     (N) 093 38 32.     (W)   SCALED
 PP1949* NAVD 88 ORTHO HEIGHT -   310.644 (meters)     1019.17  (feet) ADJUSTED
 PP1949  ______________________________________________________________________
 PP1949  GEOID HEIGHT    -        -26.856 (meters)                     GEOID18
 PP1949  DYNAMIC HEIGHT  -        310.637 (meters)     1019.15  (feet) COMP
 PP1949  MODELED GRAVITY -    980,583.5   (mgal)                       NAVD 88
 PP1949
 PP1949  VERT ORDER      -  SECOND    CLASS 0
 PP1949
 PP1949.The horizontal coordinates were scaled from a map and have
 PP1949.an estimated accuracy of +/- 6 seconds.
 PP1949
 PP1949.The orthometric height was determined by differential leveling and
 PP1949.adjusted by the NATIONAL GEODETIC SURVEY
 PP1949.in June 1991.
 PP1949
 PP1949.Significant digits in the geoid height do not necessarily reflect accuracy.
 PP1949.GEOID18 height accuracy estimate available here.
 PP1949
 PP1949.Click photographs - Photos may exist for this station.
 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     -   309,110.      828,270.      MT  (+/- 180 meters Scaled)
 PP1949
 PP1949_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK492699(NAD 83)
 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
 PP1949.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PP1949.See file dsdata.pdf to determine how the superseded data were derived.
 PP1949
 PP1949_MARKER: P = PIPE CAP
 PP1949_SETTING: 17 = SET INTO TOP OF 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     - 1905     MONUMENTED       USGS
 PP1949  HISTORY     - 1968     GOOD             MNDT
 PP1949  HISTORY     - 1979     GOOD             LOCSUR
 PP1949  HISTORY     - 1979     GOOD             MNDT
 PP1949  HISTORY     - 20080402 MARK NOT FOUND   MNDT
 PP1949  HISTORY     - 20080612 MARK NOT FOUND   MNDT
 PP1949
 PP1949                          STATION DESCRIPTION
 PP1949
 PP1949'DESCRIBED BY MN DEPT OF TRANSP 1968
 PP1949'4.2 MI W FROM EXCELSIOR.
 PP1949'THE CAPPED IRON POST IS ON THE SOUTH SIDE OF A TRIANGLE FORMED BY THE
 PP1949'JCT. OF THE FORK IN C.S.A.H. 13 AND T.H. 7 110 FEET SE. OF A POWER
 PP1949'POLE 55 FEET ESE. OF A 36 INCH ELM 33 FEET NORTH OF C.S.A.H. 13 SOUTH
 PP1949'OF T.H. 7 (STA. 1932+75) 1.0 FOOT NORTH OF A STEEL WITNESS POST.
 PP1949'SECTION 1, T116N, R24W.
 PP1949
 PP1949                          STATION RECOVERY (1979)
 PP1949
 PP1949'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1979
 PP1949'THE MARK IS 3.1 MILES WEST MEASURED ALONG T.H. 7 FROM THE JUNCTION OF
 PP1949'T.H. 7 AND T.H. 41. IT IS ON THE SOUTH SIDE OF A TRIANGLE FORMED BY
 PP1949'THE JUNCION OF T.H. 7 AND C.S.A.H. 13, IT IS 110 FEET SOUTHEAST OF A
 PP1949'36 INCH ELM, 33 FEET NORTH OF THE CENTERLINE OF C.S.A.H. 13 AT MILE
 PP1949'MARKER 178.6. IT IS A CPPPED IRON PIPE PROJECTING 1.5 FEET ABOVE THE
 PP1949'GROUND, IT IS 1 FOOT NORTH OF A STEEL WITNESS POST. IT IS 0.5 FEET
 PP1949'BELOW LEVEL OF THE CENTERLINE OF C.S.A.H. 13.
 PP1949
 PP1949                          STATION RECOVERY (1979)
 PP1949
 PP1949'RECOVERY NOTE BY MN DEPT OF TRANSP 1979 (EGS)
 PP1949'THE MARK IS LOCATED IN THE TOWN OF VICTORIA 3.1 MILES WESTERLY ALONG
 PP1949'TRUNK HIGHWAY 7 FROM ITS JUNCTION WITH TRUNK HIGHWAY 41 IN EXCELSIOR
 PP1949'ON THE SOUTH SIDE OF A TRIANGLE FORMED BY THE INTERSECTION OF HIGHWAY
 PP1949'7 AND COUNTY ROAD 13.  THE MARK IS SOUTH OF THE CENTERLINE OF HIGHWAY
 PP1949'7 AT ENGINEERS STATION 1932+75 AND MILEPOINT 178.6, 110 FEET SOUTHEAST
 PP1949'OF A POWER POLE, 55 FEET EAST OF A 36 INCH ELM TREE, 33 FEET NORTH OF
 PP1949'AND ABOUT 0.5 FOOT LOWER THAN THE CENTERLINE OF COUNTY ROAD 13 AND 1
 PP1949'FOOT NORTH OF A STEEL WITNESS POST. THE MARK, A USGS CAP
 PP1949'STAMPED---1020 ADJ 1903---,IS SET ON AN IRON PIPE AND PROJECTS 1.5
 PP1949'FEET ABOVE THE SURFACE OF THE GROUND.
 PP1949
 PP1949                          STATION RECOVERY (2008)
 PP1949
 PP1949'RECOVERY NOTE BY MN DEPT OF TRANSP 2008 (DAS)
 PP1949'THE MARK WAS NOT RECOVERED.
 PP1949
 PP1949                          STATION RECOVERY (2008)
 PP1949
 PP1949'RECOVERY NOTE BY MN DEPT OF TRANSP 2008 (VWC)
 PP1949'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 QO0420 ***********************************************************************
 QO0420  DESIGNATION -  1021
 QO0420  PID         -  QO0420
 QO0420  STATE/COUNTY-  MN/HENNEPIN
 QO0420  COUNTRY     -  US
 QO0420  USGS QUAD   -  MINNEAPOLIS NORTH (2019)
 QO0420
 QO0420                         *CURRENT SURVEY CONTROL
 QO0420  ______________________________________________________________________
 QO0420* NAD 83(1986) POSITION- 45 01 39.     (N) 093 16 32.     (W)   SCALED
 QO0420* NAVD 88 ORTHO HEIGHT -   253.913 (meters)      833.05  (feet) ADJUSTED
 QO0420  ______________________________________________________________________
 QO0420  GEOID HEIGHT    -        -27.167 (meters)                     GEOID18
 QO0420  DYNAMIC HEIGHT  -        253.909 (meters)      833.03  (feet) COMP
 QO0420  MODELED GRAVITY -    980,590.3   (mgal)                       NAVD 88
 QO0420
 QO0420  VERT ORDER      -  FIRST     CLASS I
 QO0420
 QO0420.The horizontal coordinates were scaled from a map and have
 QO0420.an estimated accuracy of +/- 6 seconds.
 QO0420
 QO0420.The orthometric height was determined by differential leveling and
 QO0420.adjusted by the NATIONAL GEODETIC SURVEY
 QO0420.in June 1991.
 QO0420
 QO0420.Significant digits in the geoid height do not necessarily reflect accuracy.
 QO0420.GEOID18 height accuracy estimate available here.
 QO0420
 QO0420.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK782860(NAD 83)
 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
 QO0420.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QO0420.See file dsdata.pdf to determine how the superseded data were derived.
 QO0420
 QO0420_MARKER: DB = BENCH MARK DISK
 QO0420_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QO0420_STAMPING: 1021
 QO0420_MARK LOGO: MN4760
 QO0420_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QO0420+STABILITY: SURFACE MOTION
 QO0420
 QO0420  HISTORY     - Date     Condition        Report By
 QO0420  HISTORY     - UNK      MONUMENTED       MN4760
 QO0420  HISTORY     - 1970     GOOD             NGS
 QO0420  HISTORY     - 1979     GOOD             MNDT
 QO0420  HISTORY     - 1990     GOOD             USPSQD
 QO0420  HISTORY     - 20070711 MARK NOT FOUND   MNDT
 QO0420
 QO0420                          STATION DESCRIPTION
 QO0420
 QO0420'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 QO0420'2.0 MI N FROM MINNEAPOLIS.
 QO0420'ABOUT 2.0 MILE NORTH ALONG MARSHALL STREET NE FROM THE INTERSECTION OF
 QO0420'BROADWAY STREET NE AT MINNEAPOLIS, AT THE CENTER OF THE INTERSECTION
 QO0420'OF MARSHALL STREET NE AND ST. ANTHONY BOULEVARD, A MINNEAPOLIS CITY
 QO0420'DISK SET IN THE TOP OF A CONCRETE POST 2 FEET BELOW THE STREET, ACCESS
 QO0420'TO WHICH IS HAD THROUGH A 7-INCH IRON PIPE WHICH IS LEVEL WITH THE
 QO0420'STREET.  NOTE-- THIS MARK IS ALSO 2.75 MILE SOUTH ALONG EAST RIVER
 QO0420'ROAD FROM THE UNDERPASS FOR INTERSTATE HIGHWAY 694 AT FRIDLEY, THENCE
 QO0420'0.3 MILE SOUTH ALONG MARSHALL STREET NE.  1/4, SEC 3, T29N, R 24W.
 QO0420
 QO0420                          STATION RECOVERY (1979)
 QO0420
 QO0420'RECOVERY NOTE BY MN DEPT OF TRANSP 1979
 QO0420'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  IN THE CITY
 QO0420'OF MINNEAPOLIS, IN THE SE 1/4 OF SECTION 3, T29N, R24W, IN THE CENTER
 QO0420'OF THE INTERSECTION OF MARSHALL STREET NORTHEAST AND ST ANTHONY
 QO0420'PARKWAY, 2.0 MILES NORTH ALONG MARSHALL STREET NORTHEAST FROM ITS
 QO0420'JUNCTION WITH BROADWAY STREET NORTHEAST IN MINNEAPOLIS.  THE MARK, A
 QO0420'STANDARD MINNEAPOLIS CONTROL MONUMENT DISK STAMPED---1021---, IS SET
 QO0420'IN THE TOP OF A CONCRETE MONUMENT THAT IS 2 FEET BELOW THE SURFACE OF
 QO0420'THE STREET, ACCESS IS THROUGH A 7 INCH IRON PIPE SET FLUSH WITH THE
 QO0420'SURFACE OF THE STREET.
 QO0420
 QO0420                          STATION RECOVERY (1990)
 QO0420
 QO0420'RECOVERY NOTE BY US POWER SQUADRON 1990 (MLB)
 QO0420'RECOVERED IN GOOD CONDITION.
 QO0420
 QO0420                          STATION RECOVERY (2007)
 QO0420
 QO0420'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (BLB)
 QO0420'THE MARK WAS NOT RECOVERED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 QO0418 ***********************************************************************
 QO0418  DESIGNATION -  1021 A
 QO0418  PID         -  QO0418
 QO0418  STATE/COUNTY-  MN/HENNEPIN
 QO0418  COUNTRY     -  US
 QO0418  USGS QUAD   -  MINNEAPOLIS NORTH (2019)
 QO0418
 QO0418                         *CURRENT SURVEY CONTROL
 QO0418  ______________________________________________________________________
 QO0418* NAD 83(1986) POSITION- 45 01 20.     (N) 093 16 23.     (W)   SCALED
 QO0418* NAVD 88 ORTHO HEIGHT -   252.990 (meters)      830.02  (feet) ADJUSTED
 QO0418  ______________________________________________________________________
 QO0418  GEOID HEIGHT    -        -27.165 (meters)                     GEOID18
 QO0418  DYNAMIC HEIGHT  -        252.985 (meters)      830.00  (feet) COMP
 QO0418  MODELED GRAVITY -    980,588.9   (mgal)                       NAVD 88
 QO0418
 QO0418  VERT ORDER      -  FIRST     CLASS I
 QO0418
 QO0418.The horizontal coordinates were scaled from a map and have
 QO0418.an estimated accuracy of +/- 6 seconds.
 QO0418
 QO0418.The orthometric height was determined by differential leveling and
 QO0418.adjusted by the NATIONAL GEODETIC SURVEY
 QO0418.in June 1991.
 QO0418
 QO0418.Significant digits in the geoid height do not necessarily reflect accuracy.
 QO0418.GEOID18 height accuracy estimate available here.
 QO0418
 QO0418.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK784854(NAD 83)
 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
 QO0418.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QO0418.See file dsdata.pdf to determine how the superseded data were derived.
 QO0418
 QO0418_MARKER: DD = SURVEY DISK
 QO0418_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QO0418_STAMPING: 1021 A
 QO0418_MARK LOGO: MN4760
 QO0418_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QO0418+STABILITY: SURFACE MOTION
 QO0418
 QO0418  HISTORY     - Date     Condition        Report By
 QO0418  HISTORY     - UNK      MONUMENTED       MN4760
 QO0418  HISTORY     - 1970     GOOD             NGS
 QO0418  HISTORY     - 1990     GOOD             USPSQD
 QO0418  HISTORY     - 20070711 MARK NOT FOUND   MNDT
 QO0418
 QO0418                          STATION DESCRIPTION
 QO0418
 QO0418'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 QO0418'1.65 MI N FROM MINNEAPOLIS.
 QO0418'ABOUT 1.65 MILES NORTH ALONG MARSHALL STREET NE FROM THE INTERSECTION
 QO0418'OF BROADWAY STREET NE AT MINNEAPOLIS, AT THE CENTER OF THE JUNCTION OF
 QO0418'THE STREET AND 30TH AVENUE NE, AND IS A MINNEAPOLIS CITY DISK SET IN
 QO0418'THE TOP OF A CONCRETE POST 1.2 FEET BELOW THE LEVEL OF THE STREET,
 QO0418'ACCESS TO WHICH IS HAD THROUGH A 7-INCH IRON PIPE WHICH BEARS A COVER
 QO0418'THAT IS LEVEL WITH THE STREET.  1/4, SEC 3, T29N, R 24W.
 QO0418
 QO0418                          STATION RECOVERY (1990)
 QO0418
 QO0418'RECOVERY NOTE BY US POWER SQUADRON 1990 (MLB)
 QO0418'RECOVERED IN GOOD CONDITION.
 QO0418
 QO0418                          STATION RECOVERY (2007)
 QO0418
 QO0418'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (BLB)
 QO0418'THE MARK WAS NOT RECOVERED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DG5401 ***********************************************************************
 DG5401  DESIGNATION -  103 DRL
 DG5401  PID         -  DG5401
 DG5401  STATE/COUNTY-  MN/TODD
 DG5401  COUNTRY     -  US
 DG5401  USGS QUAD   -  CLOTHO (2019)
 DG5401
 DG5401                         *CURRENT SURVEY CONTROL
 DG5401  ______________________________________________________________________
 DG5401* NAD 83(2011) POSITION- 46 04 39.79026(N) 095 00 51.80627(W)   ADJUSTED
 DG5401* NAD 83(2011) ELLIP HT-   396.218 (meters)        (06/27/12)   ADJUSTED
 DG5401* NAD 83(2011) EPOCH   -  2010.00
 DG5401* NAVD 88 ORTHO HEIGHT -   422.8   (meters)     1387.    (feet) GPS OBS
 DG5401  ______________________________________________________________________
 DG5401  NAVD 88 orthometric height was determined with geoid model    GEOID99
 DG5401  GEOID HEIGHT    -        -26.555 (meters)                     GEOID99
 DG5401  GEOID HEIGHT    -        -26.614 (meters)                     GEOID18
 DG5401  NAD 83(2011) X  -   -387,416.091 (meters)                     COMP
 DG5401  NAD 83(2011) Y  - -4,415,413.039 (meters)                     COMP
 DG5401  NAD 83(2011) Z  -  4,571,529.648 (meters)                     COMP
 DG5401  LAPLACE CORR    -         -2.19  (seconds)                    DEFLEC18
 DG5401
 DG5401  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DG5401  Standards:
 DG5401         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DG5401            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DG5401  -------------------------------------------------------------------
 DG5401  NETWORK    0.71   0.98           0.32   0.25   0.50      0.04583839
 DG5401  -------------------------------------------------------------------
 DG5401  Click here for local accuracies and other accuracy information.
 DG5401
 DG5401.The horizontal coordinates were established by GPS observations
 DG5401.and adjusted by the National Geodetic Survey in June 2012.
 DG5401
 DG5401.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DG5401.been affixed to the stable North American tectonic plate. See 
 DG5401.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DG5401
 DG5401.The horizontal coordinates are valid at the epoch date displayed above
 DG5401.which is a decimal equivalence of Year/Month/Day.
 DG5401
 DG5401.The orthometric height was determined by GPS observations and a
 DG5401.high-resolution geoid model.
 DG5401
 DG5401.Significant digits in the geoid height do not necessarily reflect accuracy.
 DG5401.GEOID18 height accuracy estimate available here.
 DG5401
 DG5401.Click photographs - Photos may exist for this station.
 DG5401
 DG5401.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DG5401
 DG5401.The Laplace correction was computed from DEFLEC18 derived deflections.
 DG5401
 DG5401.The ellipsoidal height was determined by GPS observations
 DG5401.and is referenced to NAD 83.
 DG5401
 DG5401. The following values were computed from the NAD 83(2011) position.
 DG5401
 DG5401;                    North         East     Units Scale Factor Converg.
 DG5401;SPC MN C     -   220,069.398   740,875.674   MT  0.99993205   -0 33 10.6
 DG5401;SPC MN C     -   722,011.02  2,430,689.61   sFT  0.99993205   -0 33 10.6
 DG5401;UTM  15      - 5,104,655.306   344,240.767   MT  0.99989825   -1 27 04.4
 DG5401
 DG5401!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG5401!SPC MN C     -   0.99993789  x   0.99993205  =   0.99986994
 DG5401!UTM  15      -   0.99993789  x   0.99989825  =   0.99983615
 DG5401
 DG5401_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUM4424004655(NAD 83)
 DG5401
 DG5401                          SUPERSEDED SURVEY CONTROL
 DG5401
 DG5401  NAD 83(2007)-  46 04 39.79030(N)    095 00 51.80713(W) AD(2002.00) 0
 DG5401  ELLIP H (02/10/07)  396.250  (m)                       GP(2002.00)    
 DG5401  NAD 83(1996)-  46 04 39.79000(N)    095 00 51.80670(W) AD(       ) 1
 DG5401  ELLIP H (05/07/04)  396.283  (m)                       GP(       ) 4 1
 DG5401
 DG5401.Superseded values are not recommended for survey control.
 DG5401
 DG5401.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG5401.See file dsdata.pdf to determine how the superseded data were derived.
 DG5401
 DG5401_MARKER: DD = SURVEY DISK
 DG5401_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 DG5401_STAMPING: 103 DRL 1965
 DG5401_MARK LOGO: USGS
 DG5401_PROJECTION: FLUSH
 DG5401_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT
 DG5401_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DG5401_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG5401+SATELLITE: SATELLITE OBSERVATIONS - June 29, 2021
 DG5401
 DG5401  HISTORY     - Date     Condition        Report By
 DG5401  HISTORY     - 1965     MONUMENTED       USGS
 DG5401  HISTORY     - 2003     GOOD             MNDT
 DG5401  HISTORY     - 20210629 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
 DG5401
 DG5401                          STATION RECOVERY (2021)
 DG5401
 DG5401'RECOVERY NOTE BY MN DEPT OF TRANSP 2021 (TJD)
 DG5401'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 SL0011 ***********************************************************************
 SL0011  DESIGNATION -  1035
 SL0011  PID         -  SL0011
 SL0011  STATE/COUNTY-  MN/RED LAKE
 SL0011  COUNTRY     -  US
 SL0011  USGS QUAD   -  MARCOUX CORNERS (2019)
 SL0011
 SL0011                         *CURRENT SURVEY CONTROL
 SL0011  ______________________________________________________________________
 SL0011* NAD 83(1986) POSITION- 47 51 32.71   (N) 096 17 17.42   (W)   HD_HELD1
 SL0011* NAVD 88 ORTHO HEIGHT -   315.304 (meters)     1034.46  (feet) POSTED
 SL0011  ______________________________________________________________________
 SL0011  GEOID HEIGHT    -        -27.138 (meters)                     GEOID18
 SL0011  DYNAMIC HEIGHT  -        315.36  (meters)     1034.6   (feet) COMP
 SL0011  MODELED GRAVITY -    980,771.5   (mgal)                       NAVD 88
 SL0011
 SL0011  VERT ORDER      -  * POSTED, SEE BELOW
 SL0011
 SL0011.The horizontal coordinates were determined by differentially corrected
 SL0011.hand held GPS observations or other comparable positioning techniques
 SL0011.and have an estimated accuracy of +/- 3 meters.
 SL0011
 SL0011.The orthometric height was determined by differential leveling
 SL0011.and adjusted by the NATIONAL GEODETIC SURVEY in 1992.
 SL0011
 SL0011.* This is a POSTED BENCH MARK height.
 SL0011
 SL0011.Significant digits in the geoid height do not necessarily reflect accuracy.
 SL0011.GEOID18 height accuracy estimate available here.
 SL0011
 SL0011.Click photographs - Photos may exist for this station.
 SL0011
 SL0011.The dynamic height is computed by dividing the NAVD 88
 SL0011.geopotential number by the normal gravity value computed on the
 SL0011.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SL0011.degrees latitude (g = 980.6199 gals.).
 SL0011
 SL0011.The modeled gravity was interpolated from observed gravity values.
 SL0011
 SL0011;                    North         East    Units  Estimated Accuracy
 SL0011;SPC MN N     -   256,012.7     561,525.1     MT  (+/- 3 meters HH1 GPS) 
 SL0011
 SL0011_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQU0283204198(NAD 83)
 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
 SL0011.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SL0011.See file dsdata.pdf to determine how the superseded data were derived.
 SL0011
 SL0011_MARKER: P = PIPE CAP
 SL0011_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 SL0011_STAMPING: 1035
 SL0011_MARK LOGO: USGS
 SL0011_MAGNETIC: P = MARKER IS A STEEL PIPE
 SL0011_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SL0011
 SL0011  HISTORY     - Date     Condition        Report By
 SL0011  HISTORY     - 1906     MONUMENTED       USGS
 SL0011  HISTORY     - 1940     GOOD             CGS
 SL0011  HISTORY     - 20100527 MARK NOT FOUND   MNDT
 SL0011
 SL0011                          STATION DESCRIPTION
 SL0011
 SL0011'DESCRIBED BY COAST AND GEODETIC SURVEY 1940
 SL0011'2.6 MI SW FROM RED LAKE FALLS.
 SL0011'3.4 MILES NORTH OF PERAULT ALONG GREAT NORTHERN RAILROAD AT SWITCH TO
 SL0011'RED LAKE FALLS, 50.5 FEET WEST OF WEST RAIL, 69.6 FEET NORTHWEST OF
 SL0011'SWITCH TO RED LAKE FALLS WHICH IS THE NORTHERNMOST OF TWO SWITCHES,
 SL0011'21.6 FEET EAST OF CENTERLINE OF ROAD PARALLELING TRACK, WHITE MARKER
 SL0011'POST BY MARK.
 SL0011
 SL0011                          STATION RECOVERY (2010)
 SL0011
 SL0011'RECOVERY NOTE BY MN DEPT OF TRANSP 2010 (WAS)
 SL0011'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 SL0026 ***********************************************************************
 SL0026  DESIGNATION -  1035
 SL0026  PID         -  SL0026
 SL0026  STATE/COUNTY-  MN/POLK
 SL0026  COUNTRY     -  US
 SL0026  USGS QUAD   -  DUGDALE (2019)
 SL0026
 SL0026                         *CURRENT SURVEY CONTROL
 SL0026  ______________________________________________________________________
 SL0026* NAD 83(1986) POSITION- 47 42 09.     (N) 096 22 26.     (W)   SCALED
 SL0026* NAVD 88 ORTHO HEIGHT -   315.218 (meters)     1034.18  (feet) ADJUSTED
 SL0026  ______________________________________________________________________
 SL0026  GEOID HEIGHT    -        -26.875 (meters)                     GEOID18
 SL0026  DYNAMIC HEIGHT  -        315.273 (meters)     1034.36  (feet) COMP
 SL0026  MODELED GRAVITY -    980,779.6   (mgal)                       NAVD 88
 SL0026
 SL0026  VERT ORDER      -  FIRST     CLASS II
 SL0026
 SL0026.The horizontal coordinates were scaled from a map and have
 SL0026.an estimated accuracy of +/- 6 seconds.
 SL0026
 SL0026.The orthometric height was determined by differential leveling and
 SL0026.adjusted by the NATIONAL GEODETIC SURVEY
 SL0026.in June 1991.
 SL0026
 SL0026.Significant digits in the geoid height do not necessarily reflect accuracy.
 SL0026.GEOID18 height accuracy estimate available here.
 SL0026
 SL0026.Click photographs - Photos may exist for this station.
 SL0026
 SL0026.The dynamic height is computed by dividing the NAVD 88
 SL0026.geopotential number by the normal gravity value computed on the
 SL0026.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SL0026.degrees latitude (g = 980.6199 gals.).
 SL0026
 SL0026.The modeled gravity was interpolated from observed gravity values.
 SL0026
 SL0026;                    North         East    Units  Estimated Accuracy
 SL0026;SPC MN N     -   238,890.      554,380.      MT  (+/- 180 meters Scaled)
 SL0026
 SL0026_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPT970865(NAD 83)
 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
 SL0026.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SL0026.See file dsdata.pdf to determine how the superseded data were derived.
 SL0026
 SL0026_MARKER: C = CAP OF CAP-AND-BOLT PAIR
 SL0026_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 SL0026_STAMPING: 1035
 SL0026_MARK LOGO: USGS
 SL0026_MAGNETIC: P = MARKER IS A STEEL PIPE
 SL0026_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SL0026
 SL0026  HISTORY     - Date     Condition        Report By
 SL0026  HISTORY     - 1906     MONUMENTED       USGS
 SL0026  HISTORY     - 1931     GOOD             CGS
 SL0026  HISTORY     - 1940     GOOD             CGS
 SL0026  HISTORY     - 1981     GOOD             NGS
 SL0026  HISTORY     - 20100721 GOOD             MNDT
 SL0026
 SL0026                          STATION DESCRIPTION
 SL0026
 SL0026'DESCRIBED BY COAST AND GEODETIC SURVEY 1931
 SL0026'RECOVERED IN GOOD CONDITION.
 SL0026
 SL0026                          STATION RECOVERY (1940)
 SL0026
 SL0026'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1940
 SL0026'0.6 MI E FROM BENOIT.
 SL0026'ALONG GREAT NORTHERN RAILROAD AT SECTIONLINE ROAD, 9 POLES WEST OF
 SL0026'MILE POST 14, 50.4 FEET NORTH OF NORTH RAIL, 46.0 FEET WEST OF
 SL0026'CENTERLINE OF SECTIONLINE ROAD, 1.3 FEET WEST OF WHITE MARKER POST.
 SL0026
 SL0026                          STATION RECOVERY (1981)
 SL0026
 SL0026'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 SL0026'RECOVERED IN GOOD CONDITION.
 SL0026
 SL0026                          STATION RECOVERY (2010)
 SL0026
 SL0026'RECOVERY NOTE BY MN DEPT OF TRANSP 2010 (KMS)
 SL0026'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DR3029 ***********************************************************************
 DR3029  DESIGNATION -  104 GJS
 DR3029  PID         -  DR3029
 DR3029  STATE/COUNTY-  MN/WASECA
 DR3029  COUNTRY     -  US
 DR3029  USGS QUAD   -  WATERVILLE (2019)
 DR3029
 DR3029                         *CURRENT SURVEY CONTROL
 DR3029  ______________________________________________________________________
 DR3029* NAD 83(2011) POSITION- 44 08 00.71601(N) 093 30 24.12891(W)   ADJUSTED
 DR3029* NAD 83(2011) ELLIP HT-   327.809 (meters)        (04/30/20)   ADJUSTED
 DR3029* NAD 83(2011) EPOCH   -  2010.00
 DR3029* NAVD 88 ORTHO HEIGHT -   356.363 (meters)     1169.17  (feet) ADJUSTED
 DR3029  ______________________________________________________________________
 DR3029  GEOID HEIGHT    -        -28.564 (meters)                     GEOID18
 DR3029  NAD 83(2011) X  -   -280,466.907 (meters)                     COMP
 DR3029  NAD 83(2011) Y  - -4,576,806.931 (meters)                     COMP
 DR3029  NAD 83(2011) Z  -  4,418,980.873 (meters)                     COMP
 DR3029  LAPLACE CORR    -          5.76  (seconds)                    DEFLEC18
 DR3029  DYNAMIC HEIGHT  -        356.304 (meters)     1168.97  (feet) COMP
 DR3029  MODELED GRAVITY -    980,443.4   (mgal)                       NAVD 88
 DR3029
 DR3029  VERT ORDER      -  SECOND    CLASS I
 DR3029
 DR3029  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DR3029  Standards:
 DR3029         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DR3029            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DR3029  -------------------------------------------------------------------
 DR3029  NETWORK    0.84   1.51           0.39   0.28   0.77      0.11109504
 DR3029  -------------------------------------------------------------------
 DR3029  Click here for local accuracies and other accuracy information.
 DR3029
 DR3029.The horizontal coordinates were established by GPS observations
 DR3029.and adjusted by the MN DEPT OF TRANSP in April 2020.
 DR3029
 DR3029.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DR3029.been affixed to the stable North American tectonic plate. See 
 DR3029.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DR3029
 DR3029.The horizontal coordinates are valid at the epoch date displayed above
 DR3029.which is a decimal equivalence of Year/Month/Day.
 DR3029
 DR3029.The orthometric height was determined by differential leveling and
 DR3029.adjusted by the NATIONAL GEODETIC SURVEY
 DR3029.in April 2020.
 DR3029
 DR3029.Significant digits in the geoid height do not necessarily reflect accuracy.
 DR3029.GEOID18 height accuracy estimate available here.
 DR3029
 DR3029.Click photographs - Photos may exist for this station.
 DR3029
 DR3029.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DR3029
 DR3029.The Laplace correction was computed from DEFLEC18 derived deflections.
 DR3029
 DR3029.The ellipsoidal height was determined by GPS observations
 DR3029.and is referenced to NAD 83.
 DR3029
 DR3029.The dynamic height is computed by dividing the NAVD 88
 DR3029.geopotential number by the normal gravity value computed on the
 DR3029.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DR3029.degrees latitude (g = 980.6199 gals.).
 DR3029
 DR3029.The modeled gravity was interpolated from observed gravity values.
 DR3029
 DR3029. The following values were computed from the NAD 83(2011) position.
 DR3029
 DR3029;                    North         East     Units Scale Factor Converg.
 DR3029;SPC MN S     -   226,067.643   839,474.164   MT  0.99994255   +0 20 44.8
 DR3029;SPC MN S     -   741,690.26  2,754,174.82   sFT  0.99994255   +0 20 44.8
 DR3029;UTM  15      - 4,886,828.950   459,466.786   MT  0.99962021   -0 21 10.2
 DR3029
 DR3029!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DR3029!SPC MN S     -   0.99994860  x   0.99994255  =   0.99989115
 DR3029!UTM  15      -   0.99994860  x   0.99962021  =   0.99956883
 DR3029
 DR3029_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVJ5946686828(NAD 83)
 DR3029
 DR3029                          SUPERSEDED SURVEY CONTROL
 DR3029
 DR3029.No superseded survey control is available for this station.
 DR3029
 DR3029_MARKER: DD = SURVEY DISK
 DR3029_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 DR3029_STAMPING: 104 GJS 1963 1169
 DR3029_MARK LOGO: USGS
 DR3029_PROJECTION: RECESSED 10 CENTIMETERS
 DR3029_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DR3029_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DR3029_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DR3029+SATELLITE: SATELLITE OBSERVATIONS - March 19, 2020
 DR3029
 DR3029  HISTORY     - Date     Condition        Report By
 DR3029  HISTORY     - 19630401 MONUMENTED       USGS
 DR3029  HISTORY     - 20180724 GOOD             MNDT
 DR3029  HISTORY     - 20200319 GOOD             MNDT
 DR3029
 DR3029                          STATION DESCRIPTION
 DR3029
 DR3029'DESCRIBED BY MN DEPT OF TRANSP 2018 (KDJ)
 DR3029'THE MARK IS LOCATED ABOUT 3.7 MI (6.0 KM) NORTH OF WASECA.
 DR3029'
 DR3029'TO REACH THE MARK GO 3.75 MI (6.03 KM) NORTH ALONG TRUNK HIGHWAY 13
 DR3029'FROM THE JUNCTION OF TRUNK HIGHWAY 13 AND COUNTY ROAD 13, AT TRUNK
 DR3029'HIGHWAY 13 MILE POINT 35.8.
 DR3029'
 DR3029'THE MARK IS 73.6 FT (22.4 M) EAST OF TRUNK HIGHWAY 13, 370.0 FT (112.8
 DR3029'M) SOUTH OF DRIVEWAY NUMBER 39741, 1.0 FT (0.3 M) WEST OF A WITNESS
 DR3029'POST.
 DR3029
 DR3029                          STATION RECOVERY (2020)
 DR3029
 DR3029'RECOVERY NOTE BY MN DEPT OF TRANSP 2020 (KXS)
 DR3029'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DG5053 ***********************************************************************
 DG5053  DESIGNATION -  1041.37
 DG5053  PID         -  DG5053
 DG5053  STATE/COUNTY-  MN/MARSHALL
 DG5053  COUNTRY     -  US
 DG5053  USGS QUAD   -  STRANDQUIST (2019)
 DG5053
 DG5053                         *CURRENT SURVEY CONTROL
 DG5053  ______________________________________________________________________
 DG5053* NAD 83(1986) POSITION- 48 23 44.5    (N) 096 28 30.7    (W)   HD_HELD2
 DG5053* NAVD 88 ORTHO HEIGHT -   317.834 (meters)     1042.76  (feet) ADJUSTED
 DG5053  ______________________________________________________________________
 DG5053  GEOID HEIGHT    -        -27.238 (meters)                     GEOID18
 DG5053  DYNAMIC HEIGHT  -        317.909 (meters)     1043.01  (feet) COMP
 DG5053  MODELED GRAVITY -    980,839.2   (mgal)                       NAVD 88
 DG5053
 DG5053  VERT ORDER      -  SECOND    CLASS I
 DG5053
 DG5053.The horizontal coordinates were established by autonomous hand held GPS
 DG5053.observations and have an estimated accuracy of +/- 10 meters.
 DG5053
 DG5053.The orthometric height was determined by differential leveling and
 DG5053.adjusted by the NATIONAL GEODETIC SURVEY
 DG5053.in July 2004.
 DG5053
 DG5053.No vertical observational check was made to the station.
 DG5053
 DG5053.Significant digits in the geoid height do not necessarily reflect accuracy.
 DG5053.GEOID18 height accuracy estimate available here.
 DG5053
 DG5053.Click photographs - Photos may exist for this station.
 DG5053
 DG5053.The dynamic height is computed by dividing the NAVD 88
 DG5053.geopotential number by the normal gravity value computed on the
 DG5053.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DG5053.degrees latitude (g = 980.6199 gals.).
 DG5053
 DG5053.The modeled gravity was interpolated from observed gravity values.
 DG5053
 DG5053;                    North         East    Units  Estimated Accuracy
 DG5053;SPC MN N     -   316,212.      550,149.      MT  (+/- 10 meters HH2 GPS)
 DG5053
 DG5053_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UPU8688763361(NAD 83)
 DG5053
 DG5053                          SUPERSEDED SURVEY CONTROL
 DG5053
 DG5053.No superseded survey control is available for this station.
 DG5053
 DG5053_MARKER: DV = VERTICAL CONTROL DISK
 DG5053_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DG5053_SP_SET: BRIDGE ABUTMENT
 DG5053_STAMPING: 1041.37 2003
 DG5053_MARK LOGO: MNDT
 DG5053_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DG5053_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DG5053_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DG5053+SATELLITE: SATELLITE OBSERVATIONS - June 18, 2003
 DG5053
 DG5053  HISTORY     - Date     Condition        Report By
 DG5053  HISTORY     - 1987     MONUMENTED       MNDT
 DG5053  HISTORY     - 20030618 GOOD             MNDT
 DG5053
 DG5053                          STATION DESCRIPTION
 DG5053
 DG5053'DESCRIBED BY MN DEPT OF TRANSP 2003 (MPP)
 DG5053'THE MARK IS IN ABUT AT SOUTHEAST CORNER OF COUNTY ROAD 115 BRIDGE NO
 DG5053'45540 OVER MIDDLE RIVER, 6.9 MILES (11.1 KM) SOUTH ON COUNTY ROAD 28
 DG5053'FROM TRUNK HIGHWAY 59, THENCE 1 MILES (1.6 KM) WEST ON COUNTY ROAD 30,
 DG5053'THENCE 0.2 MILES (0.3 KM) SOUTH ON COUNTY ROAD 115, 17.0 FEET (5.2 M)
 DG5053'EAST OF COUNTY ROAD 115.  THE DISK WAS SET IN BRIDGE WHEN BUILT IN
 DG5053'1987 THEN STAMPED IN 2003.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 QO1632 ***********************************************************************
 QO1632  DESIGNATION -  105
 QO1632  PID         -  QO1632
 QO1632  STATE/COUNTY-  MN/ANOKA
 QO1632  COUNTRY     -  US
 QO1632  USGS QUAD   -  LINWOOD (2019)
 QO1632
 QO1632                         *CURRENT SURVEY CONTROL
 QO1632  ______________________________________________________________________
 QO1632* NAD 83(1996) POSITION- 45 18 11.90290(N) 093 01 28.63599(W)   ADJUSTED
 QO1632* NAVD 88 ORTHO HEIGHT -   277.3   (meters)      910.    (feet) VERTCON3
 QO1632  ______________________________________________________________________
 QO1632  GEOID HEIGHT    -        -27.717 (meters)                     GEOID18
 QO1632  LAPLACE CORR    -          5.10  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 QO1632.GEOID18 height accuracy estimate available here.
 QO1632
 QO1632.Click photographs - Photos may exist for this station.
 QO1632
 QO1632.The Laplace correction was computed from DEFLEC18 derived deflections.
 QO1632
 QO1632. The following values were computed from the NAD 83(1996) position.
 QO1632
 QO1632;                    North         East     Units Scale Factor Converg.
 QO1632;SPC MN S     -   356,390.638   876,498.430   MT  1.00002008   +0 41 01.2
 QO1632;SPC MN S     - 1,169,258.28  2,875,645.27   sFT  1.00002008   +0 41 01.2
 QO1632;UTM  15      - 5,016,645.086   498,069.745   MT  0.99960005   -0 01 03.0
 QO1632
 QO1632!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QO1632!SPC MN S     -   0.99996086  x   1.00002008  =   0.99998094
 QO1632!UTM  15      -   0.99996086  x   0.99960005  =   0.99956093
 QO1632
 QO1632:                Primary Azimuth Mark                     Grid Az
 QO1632:SPC MN S     -  106                                      043 22 44.2
 QO1632:UTM  15      -  106                                      044 04 48.4
 QO1632
 QO1632_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL9806916645(NAD 83)
 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
 QO1632.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QO1632.See file dsdata.pdf to determine how the superseded data were derived.
 QO1632
 QO1632_MARKER: I = METAL ROD
 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  HISTORY     - 20070724 MARK NOT FOUND   MNDT
 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
 QO1632
 QO1632                          STATION RECOVERY (2007)
 QO1632
 QO1632'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (WEF)
 QO1632'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DK4037 ***********************************************************************
 DK4037  HT_MOD      -  This is a Height Modernization Survey Station.
 DK4037  DESIGNATION -  105
 DK4037  PID         -  DK4037
 DK4037  STATE/COUNTY-  MN/TRAVERSE
 DK4037  COUNTRY     -  US
 DK4037  USGS QUAD   -  GRACEVILLE NE (2019)
 DK4037
 DK4037                         *CURRENT SURVEY CONTROL
 DK4037  ______________________________________________________________________
 DK4037* NAD 83(2011) POSITION- 45 39 29.40589(N) 096 21 27.00957(W)   ADJUSTED
 DK4037* NAD 83(2011) ELLIP HT-   295.740 (meters)        (06/27/12)   ADJUSTED
 DK4037* NAD 83(2011) EPOCH   -  2010.00
 DK4037* NAVD 88 ORTHO HEIGHT -   321.96  (meters)     1056.3   (feet) GPS OBS
 DK4037  ______________________________________________________________________
 DK4037  NAVD 88 orthometric height was determined with an earlier geoid model
 DK4037  GEOID HEIGHT    -        -26.216 (meters)                     GEOID18
 DK4037  NAD 83(2011) X  -   -494,503.710 (meters)                     COMP
 DK4037  NAD 83(2011) Y  - -4,438,315.355 (meters)                     COMP
 DK4037  NAD 83(2011) Z  -  4,538,984.896 (meters)                     COMP
 DK4037  LAPLACE CORR    -         -0.30  (seconds)                    DEFLEC18
 DK4037
 DK4037  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DK4037  Standards:
 DK4037         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DK4037            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DK4037  -------------------------------------------------------------------
 DK4037  NETWORK    0.30   0.45           0.14   0.10   0.23      0.08861617
 DK4037  -------------------------------------------------------------------
 DK4037  Click here for local accuracies and other accuracy information.
 DK4037
 DK4037.The horizontal coordinates were established by GPS observations
 DK4037.and adjusted by the National Geodetic Survey in June 2012.
 DK4037
 DK4037.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DK4037.been affixed to the stable North American tectonic plate. See 
 DK4037.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DK4037
 DK4037.The horizontal coordinates are valid at the epoch date displayed above
 DK4037.which is a decimal equivalence of Year/Month/Day.
 DK4037
 DK4037.The orthometric height was determined by GPS observations and a
 DK4037.high-resolution geoid model using precise GPS observation and
 DK4037.processing techniques.
 DK4037
 DK4037.Significant digits in the geoid height do not necessarily reflect accuracy.
 DK4037.GEOID18 height accuracy estimate available here.
 DK4037
 DK4037.Click photographs - Photos may exist for this station.
 DK4037
 DK4037.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DK4037
 DK4037.The Laplace correction was computed from DEFLEC18 derived deflections.
 DK4037
 DK4037.The ellipsoidal height was determined by GPS observations
 DK4037.and is referenced to NAD 83.
 DK4037
 DK4037. The following values were computed from the NAD 83(2011) position.
 DK4037
 DK4037;                    North         East     Units Scale Factor Converg.
 DK4037;SPC MN C     -   175,338.647   635,764.314   MT  0.99999127   -1 31 28.4
 DK4037;SPC MN C     -   575,256.88  2,085,836.75   sFT  0.99999127   -1 31 28.4
 DK4037;UTM  14      - 5,059,465.227   705,869.450   MT  1.00012109   +1 53 25.9
 DK4037
 DK4037!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DK4037!SPC MN C     -   0.99995364  x   0.99999127  =   0.99994491
 DK4037!UTM  14      -   0.99995364  x   1.00012109  =   1.00007472
 DK4037
 DK4037_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQR0586959465(NAD 83)
 DK4037
 DK4037                          SUPERSEDED SURVEY CONTROL
 DK4037
 DK4037  NAD 83(2007)-  45 39 29.40572(N)    096 21 27.01072(W) AD(2002.00) 1
 DK4037  ELLIP H (07/09/09)  295.775  (m)                       GP(2002.00) 3 1
 DK4037  NAD 83(1996)-  45 39 29.40510(N)    096 21 27.01032(W) AD(       ) 1
 DK4037  ELLIP H (03/06/08)  295.809  (m)                       GP(       ) 3 1
 DK4037  NAVD 88 (03/06/08)  322.0    (m)  GEOID03  model used  GPS OBS        
 DK4037
 DK4037.Superseded values are not recommended for survey control.
 DK4037
 DK4037.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK4037.See file dsdata.pdf to determine how the superseded data were derived.
 DK4037
 DK4037_MARKER: DB = BENCH MARK DISK
 DK4037_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DK4037_STAMPING: 105
 DK4037_MARK LOGO: BOISDE
 DK4037_PROJECTION: RECESSED 5 CENTIMETERS
 DK4037_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DK4037_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DK4037_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DK4037+SATELLITE: SATELLITE OBSERVATIONS - June 16, 2021
 DK4037_ROD/PIPE-DEPTH: 3.0 meters
 DK4037
 DK4037  HISTORY     - Date     Condition        Report By
 DK4037  HISTORY     - 20050517 MONUMENTED       BOISDE
 DK4037  HISTORY     - 20090806 GOOD             MNDT
 DK4037  HISTORY     - 20100901 GOOD             MNDT
 DK4037  HISTORY     - 20130709 GOOD             MNDT
 DK4037  HISTORY     - 20210616 GOOD             MNDT
 DK4037
 DK4037                          STATION DESCRIPTION
 DK4037
 DK4037'DESCRIBED BY BOIS DE SIOUX WATERSHEAD DISTRICT MN 2005
 DK4037'3.5 MILES EAST NORTHEAST OF COLLIS, 3.35 MILES EAST ALONG COUNTY ROAD
 DK4037'4 FROM THE JUNCTION OF TRUNK HIGHWAY 75 AND COUNTY ROAD 4, THENCE 1.1
 DK4037'MILES NORTH ON GRAVEL ROAD, 42.0 FEET NORTH OF EAST-WEST GRAVEL ROAD,
 DK4037'42.0 FEET WEST OF NORTH-SOUTH GRAVEL ROAD, 26. FEET WEST NORTHWEST OF
 DK4037'30 INCHES REINFORCED CONCRETE PIPE, 3.0 FEET WEST OF WITNESS POST.
 DK4037'AGENCY LOGO ON ACCESS COVER IS BOIS DE SIOUX WATERSHED DISTRICT, ROD
 DK4037'DEPTH IS UNKNOWN
 DK4037
 DK4037                          STATION RECOVERY (2009)
 DK4037
 DK4037'RECOVERY NOTE BY MN DEPT OF TRANSP 2009 (MPP)
 DK4037'THE MARK WAS RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.
 DK4037'THE MARK IS 3.5 MILES EAST NORTHEAST OF COLLIS, 3.35 MILES EAST ALONG
 DK4037'COUNTY ROAD 4 FROM THE JUNCTION OF TRUNK HIGHWAY 75 AND COUNTY ROAD 4,
 DK4037'THEN 1.0 MILE NORTH ON GRAVEL ROAD, 42.0 FEET NORTH OF EAST-WEST
 DK4037'GRAVEL ROAD, 42.0 FEET WEST OF NORTH-SOUTH GRAVEL ROAD, 26.0 FEET
 DK4037'WEST-NORTHWEST OF 30 INCH REINFORCED CONCRETE PIPE, 6.5 FEET WEST OF
 DK4037'CABLE PEDESTAL NUMBER 383, 3.0 FEET WEST OF WITNESS POST.
 DK4037
 DK4037                          STATION RECOVERY (2010)
 DK4037
 DK4037'RECOVERY NOTE BY MN DEPT OF TRANSP 2010 (KMS)
 DK4037'3.5 MI (5.6 KM) EAST-NORTHEAST OF COLLIS, 3.35 MI (5.4 KM) EAST ALONG
 DK4037'COUNTY ROAD 4 FROM THE JUNCTION OF TRUNK HIGHWAY 75 AND COUNTY ROAD 4,
 DK4037'THEN 1.0 MI (1.6 KM) NORTH ON GRAVEL ROAD, 42.0 FT (12.8 M) NORTH OF
 DK4037'580TH STREET, 42.0 FT (12.8 M) WEST OF NORTH-SOUTH GRAVEL ROAD, 26.0
 DK4037'FT (7.9 M) WEST-NORTHWEST OF 30 INCH REINFORCED CONCRETE PIPE, 6.5 FT
 DK4037'(2.0 M) WEST OF CABLE PEDESTAL NUMBER 383, 3.0 FT (0.9 M) WEST OF A
 DK4037'WITNESS POST.
 DK4037
 DK4037                          STATION RECOVERY (2013)
 DK4037
 DK4037'RECOVERY NOTE BY MN DEPT OF TRANSP 2013 (TXR)
 DK4037'RECOVERED AS DESCRIBED.
 DK4037
 DK4037                          STATION RECOVERY (2021)
 DK4037
 DK4037'RECOVERY NOTE BY MN DEPT OF TRANSP 2021 (TJD)
 DK4037'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DR3027 ***********************************************************************
 DR3027  DESIGNATION -  105 GJS
 DR3027  PID         -  DR3027
 DR3027  STATE/COUNTY-  MN/WASECA
 DR3027  COUNTRY     -  US
 DR3027  USGS QUAD   -  WATERVILLE (2019)
 DR3027
 DR3027                         *CURRENT SURVEY CONTROL
 DR3027  ______________________________________________________________________
 DR3027* NAD 83(1986) POSITION- 44 10 03.73   (N) 093 30 26.02   (W)   HD_HELD1
 DR3027* NAVD 88 ORTHO HEIGHT -   348.670 (meters)     1143.93  (feet) ADJUSTED
 DR3027  ______________________________________________________________________
 DR3027  GEOID HEIGHT    -        -28.481 (meters)                     GEOID18
 DR3027  DYNAMIC HEIGHT  -        348.616 (meters)     1143.75  (feet) COMP
 DR3027  MODELED GRAVITY -    980,450.9   (mgal)                       NAVD 88
 DR3027
 DR3027  VERT ORDER      -  SECOND    CLASS I
 DR3027
 DR3027.The horizontal coordinates were determined by differentially corrected
 DR3027.hand held GPS observations or other comparable positioning techniques
 DR3027.and have an estimated accuracy of +/- 3 meters.
 DR3027
 DR3027.The orthometric height was determined by differential leveling and
 DR3027.adjusted by the NATIONAL GEODETIC SURVEY
 DR3027.in April 2020.
 DR3027
 DR3027.Significant digits in the geoid height do not necessarily reflect accuracy.
 DR3027.GEOID18 height accuracy estimate available here.
 DR3027
 DR3027.Click photographs - Photos may exist for this station.
 DR3027
 DR3027.The dynamic height is computed by dividing the NAVD 88
 DR3027.geopotential number by the normal gravity value computed on the
 DR3027.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DR3027.degrees latitude (g = 980.6199 gals.).
 DR3027
 DR3027.The modeled gravity was interpolated from observed gravity values.
 DR3027
 DR3027;                    North         East    Units  Estimated Accuracy
 DR3027;SPC MN S     -   229,864.0     839,409.2     MT  (+/- 3 meters HH1 GPS) 
 DR3027
 DR3027_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVJ5944890624(NAD 83)
 DR3027
 DR3027                          SUPERSEDED SURVEY CONTROL
 DR3027
 DR3027.No superseded survey control is available for this station.
 DR3027
 DR3027_MARKER: DD = SURVEY DISK
 DR3027_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 DR3027_STAMPING: 105 GJS 1963 1144
 DR3027_MARK LOGO: USGS
 DR3027_PROJECTION: FLUSH
 DR3027_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DR3027_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DR3027_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DR3027+SATELLITE: SATELLITE OBSERVATIONS - July 24, 2018
 DR3027
 DR3027  HISTORY     - Date     Condition        Report By
 DR3027  HISTORY     - 19630401 MONUMENTED       USGS
 DR3027  HISTORY     - 20180724 GOOD             MNDT
 DR3027
 DR3027                          STATION DESCRIPTION
 DR3027
 DR3027'DESCRIBED BY MN DEPT OF TRANSP 2018 (KDJ)
 DR3027'THE MARK IS LOCATED ABOUT 4.5 MI (7.2 KM) SOUTHEAST OF WATERVILLE.
 DR3027'
 DR3027'TO REACH THE MARK GO 4.45 MI (7.16 KM) SOUTHEAST ALONG TRUNK HIGHWAY
 DR3027'13 FROM THE JUNCTION OF TRUNK HIGHWAY 13 AND TRUNK HIGHWAY 60 IN
 DR3027'WATERVILLE, AT TRUNK HIGHWAY 13 MILE POINT 38.1.
 DR3027'
 DR3027'THE MARK IS 75.0 FT (22.9 M) WEST OF TRUNK HIGHWAY 13, 152.0 FT (46.3
 DR3027'M) NORTH OF 420TH AVENUE, 1.0 FT (0.3 M) EAST OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 QO1631 ***********************************************************************
 QO1631  DESIGNATION -  106
 QO1631  PID         -  QO1631
 QO1631  STATE/COUNTY-  MN/CHISAGO
 QO1631  COUNTRY     -  US
 QO1631  USGS QUAD   -  LINWOOD (2019)
 QO1631
 QO1631                         *CURRENT SURVEY CONTROL
 QO1631  ______________________________________________________________________
 QO1631* NAD 83(1996) POSITION- 45 18 46.40268(N) 093 00 41.31088(W)   ADJUSTED
 QO1631* NAVD 88 ORTHO HEIGHT -   278.3   (meters)      913.    (feet) VERTCON3
 QO1631  ______________________________________________________________________
 QO1631  GEOID HEIGHT    -        -27.726 (meters)                     GEOID18
 QO1631  LAPLACE CORR    -          5.34  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 QO1631.GEOID18 height accuracy estimate available here.
 QO1631
 QO1631.Click photographs - Photos may exist for this station.
 QO1631
 QO1631.The Laplace correction was computed from DEFLEC18 derived deflections.
 QO1631
 QO1631. The following values were computed from the NAD 83(1996) position.
 QO1631
 QO1631;                    North         East     Units Scale Factor Converg.
 QO1631;SPC MN C     -   135,536.932   897,124.578   MT  1.00007963   +0 53 45.4
 QO1631;SPC MN C     -   444,674.08  2,943,316.22   sFT  1.00007963   +0 53 45.4
 QO1631;SPC MN S     -   357,468.032   877,516.523   MT  1.00002245   +0 41 34.4
 QO1631;SPC MN S     - 1,172,793.03  2,878,985.46   sFT  1.00002245   +0 41 34.4
 QO1631;UTM  15      - 5,017,709.493   499,100.511   MT  0.99960001   -0 00 29.4
 QO1631
 QO1631!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QO1631!SPC MN C     -   0.99996071  x   1.00007963  =   1.00004034
 QO1631!SPC MN S     -   0.99996071  x   1.00002245  =   0.99998316
 QO1631!UTM  15      -   0.99996071  x   0.99960001  =   0.99956073
 QO1631
 QO1631:                Primary Azimuth Mark                     Grid Az
 QO1631:SPC MN C     -  COMFORT                                  003 05 10.1
 QO1631:SPC MN S     -  COMFORT                                  003 17 21.1
 QO1631:UTM  15      -  COMFORT                                  003 59 24.9
 QO1631
 QO1631_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL9910017709(NAD 83)
 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
 QO1631.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QO1631.See file dsdata.pdf to determine how the superseded data were derived.
 QO1631
 QO1631_MARKER: I = METAL ROD
 QO1631_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 QO1631+WITH SETTING: INFORMATION.
 QO1631_STAMPING: UNSTAMPED
 QO1631_MARK LOGO: MNHD
 QO1631_MAGNETIC: I = MARKER IS A STEEL ROD
 QO1631_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QO1631
 QO1631  HISTORY     - Date     Condition        Report By
 QO1631  HISTORY     - 1959     MONUMENTED       MNHD
 QO1631  HISTORY     - 20051001 MARK NOT FOUND   USPSQD
 QO1631  HISTORY     - 20070611 MARK NOT FOUND   MNDT
 QO1631  HISTORY     - 20111107 GOOD             MNDT
 QO1631
 QO1631                          STATION DESCRIPTION
 QO1631
 QO1631'DESCRIBED BY MN HIGHWAY DEPT 1959 (NJF)
 QO1631'STATION IS SITUATED APPROX. 2 MILES SOUTHWEST OF TOWN OF
 QO1631'WYOMING.
 QO1631'
 QO1631'TO REACH FROM RAILWAY STATION IN WYOMING GO SOUTH ON HIGHWAY
 QO1631'61 FOR 0.42 MILE TO ANOKA COUNTY ROAD 62.  TURN RIGHT (SOUTHWEST)
 QO1631'1.52 MILES ON ANOKA COUNTY ROAD 62 TO FIELD ROAD ON THE LEFT
 QO1631'(EAST).  TAKE FIELD ROAD EAST FOR 0.1 MILE TO FENCE CORNER.
 QO1631'STATION IS 120 FEET SOUTH OF FENCE CORNER AND 19 FEET EAST OF
 QO1631'NORTH-SOUTH FENCE, 58.28 FT NORTH OF NORTHWEST CORNER OF
 QO1631'BARN.
 QO1631'
 QO1631'STATION IS A 3/4 IN X 4 FT IRON ROD FLUSH WITH THE GROUND.
 QO1631'REFERENCED BY A NAIL AND DISK IN A 18 IN OAK TREE 9.83 FEET
 QO1631'EAST OF STATION, A NAIL AND DISK IN A 30 IN MAPLE 32.42
 QO1631'FT SOUTHWEST OF STATION AND A NAIL AND DISC IN A 30 IN MAPLE
 QO1631'16.59 FT NORTHWEST OF STATION.
 QO1631
 QO1631                          STATION RECOVERY (2005)
 QO1631
 QO1631'RECOVERY NOTE BY US POWER SQUADRON 2005 (JRD)
 QO1631'NOT FOUND. PRESUMED DESTROYED. FIELD ROADS NO LONGER EXIST. AREA IS
 QO1631'FULL OF HOMES WITH LARGE LOTS. SPSPS. JRD
 QO1631
 QO1631                          STATION RECOVERY (2007)
 QO1631
 QO1631'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (JJB)
 QO1631'2 MILES SOUTHWEST OF WYOMING, 1.52 MILES SOUTHWEST OF TRUNK HIGHWAY
 QO1631'61, 0.1 MILES EAST OF KETTLE RIVER BOULEVARD, 120 FEET SOUTH OF FENCE
 QO1631'CORNER, 19 FEET EAST OF FENCE, 9.83 FEET WEST OF NAIL AND DISK IN 30
 QO1631'INCH OAK TREE, 32.42 FEET NORTHEAST OF NAIL AND DISK IN 40 INCH MAPLE
 QO1631'TREE, 16.59 FEET SOUTHEAST OF NAIL AND DISK IN 45 INCH MAPLE TREE, 275
 QO1631'FEET NORTH OF POLE SHED AT ADDRESS 4732 250TH STREET, 500.0 FEET EAST
 QO1631'OF KETTLE RIVER BOULEVARD, 500.0 FEET NORTH OF 250TH STREET, 50.0 FEET
 QO1631'EAST FROM EDGE OF CLEARING AT ADDRESS 25111 KETTLE RIVER BOULEVARD.
 QO1631
 QO1631                          STATION RECOVERY (2011)
 QO1631
 QO1631'RECOVERY NOTE BY MN DEPT OF TRANSP 2011 (BJB)
 QO1631'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 SL0196 ***********************************************************************
 SL0196  DESIGNATION -  106+79
 SL0196  PID         -  SL0196
 SL0196  STATE/COUNTY-  MN/NORMAN
 SL0196  COUNTRY     -  US
 SL0196  USGS QUAD   -  ADA (2019)
 SL0196
 SL0196                         *CURRENT SURVEY CONTROL
 SL0196  ______________________________________________________________________
 SL0196* NAD 83(1986) POSITION- 47 19 31.     (N) 096 30 57.     (W)   SCALED
 SL0196* NAVD 88 ORTHO HEIGHT -   274.235 (meters)      899.72  (feet) ADJUSTED
 SL0196  ______________________________________________________________________
 SL0196  GEOID HEIGHT    -        -26.856 (meters)                     GEOID18
 SL0196  DYNAMIC HEIGHT  -        274.270 (meters)      899.83  (feet) COMP
 SL0196  MODELED GRAVITY -    980,733.9   (mgal)                       NAVD 88
 SL0196
 SL0196  VERT ORDER      -  SECOND    CLASS 0
 SL0196
 SL0196.The horizontal coordinates were scaled from a map and have
 SL0196.an estimated accuracy of +/- 6 seconds.
 SL0196
 SL0196.The orthometric height was determined by differential leveling and
 SL0196.adjusted by the NATIONAL GEODETIC SURVEY
 SL0196.in June 1991.
 SL0196
 SL0196.Significant digits in the geoid height do not necessarily reflect accuracy.
 SL0196.GEOID18 height accuracy estimate available here.
 SL0196
 SL0196.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPT877443(NAD 83)
 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
 SL0196.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SL0196.See file dsdata.pdf to determine how the superseded data were derived.
 SL0196
 SL0196_MARKER: DD = SURVEY DISK
 SL0196_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SL0196_MARK LOGO: MNHD
 SL0196_PROJECTION: FLUSH
 SL0196_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SL0196+STABILITY: SURFACE MOTION
 SL0196
 SL0196  HISTORY     - Date     Condition        Report By
 SL0196  HISTORY     - 1964     MONUMENTED       MNHD
 SL0196  HISTORY     - 1964     GOOD             CGS
 SL0196  HISTORY     - 1982     MARK NOT FOUND   NGS
 SL0196
 SL0196                          STATION DESCRIPTION
 SL0196
 SL0196'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 SL0196'1.85 MI N FROM ADA.
 SL0196'ABOUT 1.85 MILES NORTH ALONG STATE HIGHWAY 9 FROM THE GREAT NORTHERN
 SL0196'RAILWAY STATION AT ADA, IN S 34, T 145 N, R 46 W, 75 FEET EAST OF THE
 SL0196'CENTER LINE OF THE HIGHWAY, 46 FEET NORTH OF THE CENTER LINE OF A
 SL0196'GRAVELED ROAD LEADING EAST, 0.8 FOOT WEST OF A METAL WITNESS POST,
 SL0196'ABOUT 2 FEET BELOW THE LEVEL OF THE HIGHWAY, AND SET IN THE TOP OF A
 SL0196'CONCRETE POST FLUSH WITH THE GROUND.
 SL0196
 SL0196                          STATION RECOVERY (1982)
 SL0196
 SL0196'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 SL0196'NOT RECOVERED.  PROBABLY TAKEN OUT BY HIGHWAY CONSTRUCTION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DN4409 ***********************************************************************
 DN4409  HT_MOD      -  This is a Height Modernization Survey Station.
 DN4409  DESIGNATION -  107 KEE
 DN4409  PID         -  DN4409
 DN4409  STATE/COUNTY-  MN/LAKE OF THE WOODS
 DN4409  COUNTRY     -  US
 DN4409  USGS QUAD   -  CLEMENTSON SW (2019)
 DN4409
 DN4409                         *CURRENT SURVEY CONTROL
 DN4409  ______________________________________________________________________
 DN4409* NAD 83(2011) POSITION- 48 33 10.12730(N) 094 26 45.88291(W)   ADJUSTED
 DN4409* NAD 83(2011) ELLIP HT-   310.432 (meters)        (06/27/12)   ADJUSTED
 DN4409* NAD 83(2011) EPOCH   -  2010.00
 DN4409* NAVD 88 ORTHO HEIGHT -   339.49  (meters)     1113.8   (feet) GPS OBS
 DN4409  ______________________________________________________________________
 DN4409  NAVD 88 orthometric height was determined with geoid model    GEOID09
 DN4409  GEOID HEIGHT    -        -29.025 (meters)                     GEOID09
 DN4409  GEOID HEIGHT    -        -29.048 (meters)                     GEOID18
 DN4409  NAD 83(2011) X  -   -327,916.642 (meters)                     COMP
 DN4409  NAD 83(2011) Y  - -4,217,314.784 (meters)                     COMP
 DN4409  NAD 83(2011) Z  -  4,758,019.757 (meters)                     COMP
 DN4409  LAPLACE CORR    -         -1.72  (seconds)                    DEFLEC18
 DN4409
 DN4409  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DN4409  Standards:
 DN4409         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DN4409            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DN4409  -------------------------------------------------------------------
 DN4409  NETWORK    0.55   0.65           0.25   0.19   0.33     -0.13476595
 DN4409  -------------------------------------------------------------------
 DN4409  Click here for local accuracies and other accuracy information.
 DN4409
 DN4409.The horizontal coordinates were established by GPS observations
 DN4409.and adjusted by the National Geodetic Survey in June 2012.
 DN4409
 DN4409.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DN4409.been affixed to the stable North American tectonic plate. See 
 DN4409.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DN4409
 DN4409.The horizontal coordinates are valid at the epoch date displayed above
 DN4409.which is a decimal equivalence of Year/Month/Day.
 DN4409
 DN4409.The orthometric height was determined by GPS observations and a
 DN4409.high-resolution geoid model using precise GPS observation and
 DN4409.processing techniques.
 DN4409
 DN4409.Significant digits in the geoid height do not necessarily reflect accuracy.
 DN4409.GEOID18 height accuracy estimate available here.
 DN4409
 DN4409.Click photographs - Photos may exist for this station.
 DN4409
 DN4409.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DN4409
 DN4409.The Laplace correction was computed from DEFLEC18 derived deflections.
 DN4409
 DN4409.The ellipsoidal height was determined by GPS observations
 DN4409.and is referenced to NAD 83.
 DN4409
 DN4409. The following values were computed from the NAD 83(2011) position.
 DN4409
 DN4409;                    North         East     Units Scale Factor Converg.
 DN4409;SPC MN N     -   329,092.431   700,633.149   MT  0.99998133   -0 59 51.9
 DN4409;SPC MN N     - 1,079,697.42  2,298,660.59   sFT  0.99998133   -0 59 51.9
 DN4409;UTM  15      - 5,378,755.578   393,287.901   MT  0.99973991   -1 05 02.5
 DN4409
 DN4409!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DN4409!SPC MN N     -   0.99995135  x   0.99998133  =   0.99993268
 DN4409!UTM  15      -   0.99995135  x   0.99973991  =   0.99969127
 DN4409
 DN4409_U.S. NATIONAL GRID SPATIAL ADDRESS: 15UUP9328778755(NAD 83)
 DN4409
 DN4409                          SUPERSEDED SURVEY CONTROL
 DN4409
 DN4409  NAD 83(2007)-  48 33 10.12739(N)    094 26 45.88361(W) AD(2002.00) 1
 DN4409  ELLIP H (09/16/11)  310.461  (m)                       GP(2002.00) 1 1
 DN4409
 DN4409.Superseded values are not recommended for survey control.
 DN4409
 DN4409.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN4409.See file dsdata.pdf to determine how the superseded data were derived.
 DN4409
 DN4409_MARKER: DD = SURVEY DISK
 DN4409_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DN4409_STAMPING: 107 KEE 1967
 DN4409_MARK LOGO: USGS
 DN4409_PROJECTION: PROJECTING 8 CENTIMETERS
 DN4409_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DN4409_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DN4409+STABILITY: SURFACE MOTION
 DN4409_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DN4409+SATELLITE: SATELLITE OBSERVATIONS - June 29, 2020
 DN4409
 DN4409  HISTORY     - Date     Condition        Report By
 DN4409  HISTORY     - 19671031 MONUMENTED       USGS
 DN4409  HISTORY     - 20081216 GOOD             MNDT
 DN4409  HISTORY     - 20200629 GOOD             MNDT
 DN4409
 DN4409                          STATION DESCRIPTION
 DN4409
 DN4409'DESCRIBED BY MN DEPT OF TRANSP 2008 (MPP)
 DN4409'9.7 MILES SOUTH SOUTHWEST OF CLEMENTSON, 3.68 MILES EASTERLY ALONG
 DN4409'COUNTY ROAD 16 FROM JUNCTION OF COUNTY ROAD 16 AND TRUNK HIGHWAY 72,
 DN4409'THEN 3.0 MILES EAST AND NORTHEAST ON COUNTY ROAD 100, 140 FEET SOUTH
 DN4409'OF DRIVE WAY EAST, 20 FEET EAST OF COUNTY ROAD 100 AT CURVE, 3 FEET
 DN4409'SOUTHEAST OF POWER POLE, 1.0 FOOT SOUTH OF WITNESS POST.
 DN4409
 DN4409                          STATION RECOVERY (2020)
 DN4409
 DN4409'RECOVERY NOTE BY MN DEPT OF TRANSP 2020 (KMS)
 DN4409'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 TD0016 ***********************************************************************
 TD0016  DESIGNATION -  1075
 TD0016  PID         -  TD0016
 TD0016  STATE/COUNTY-  MN/ROSEAU
 TD0016  COUNTRY     -  US
 TD0016  USGS QUAD   -  GREENBUSH (2019)
 TD0016
 TD0016                         *CURRENT SURVEY CONTROL
 TD0016  ______________________________________________________________________
 TD0016* NAD 83(1986) POSITION- 48 42 46.     (N) 096 09 36.     (W)   SCALED
 TD0016* NAVD 88 ORTHO HEIGHT -   327.588 (meters)     1074.76  (feet) ADJUSTED
 TD0016  ______________________________________________________________________
 TD0016  GEOID HEIGHT    -        -27.632 (meters)                     GEOID18
 TD0016  DYNAMIC HEIGHT  -        327.670 (meters)     1075.03  (feet) COMP
 TD0016  MODELED GRAVITY -    980,852.6   (mgal)                       NAVD 88
 TD0016
 TD0016  VERT ORDER      -  FIRST     CLASS II
 TD0016
 TD0016.The horizontal coordinates were scaled from a map and have
 TD0016.an estimated accuracy of +/- 6 seconds.
 TD0016
 TD0016.The orthometric height was determined by differential leveling and
 TD0016.adjusted by the NATIONAL GEODETIC SURVEY
 TD0016.in June 1991.
 TD0016
 TD0016.Significant digits in the geoid height do not necessarily reflect accuracy.
 TD0016.GEOID18 height accuracy estimate available here.
 TD0016
 TD0016.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UQU089994(NAD 83)
 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
 TD0016.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TD0016.See file dsdata.pdf to determine how the superseded data were derived.
 TD0016
 TD0016_MARKER: P = PIPE CAP
 TD0016_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 TD0016_STAMPING: 1075
 TD0016_MARK LOGO: USGS
 TD0016_MAGNETIC: P = MARKER IS A STEEL PIPE
 TD0016_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TD0016
 TD0016  HISTORY     - Date     Condition        Report By
 TD0016  HISTORY     - 1907     MONUMENTED       USGS
 TD0016  HISTORY     - 1940     GOOD             CGS
 TD0016  HISTORY     - 1981     MARK NOT FOUND   NGS
 TD0016
 TD0016                          STATION DESCRIPTION
 TD0016
 TD0016'DESCRIBED BY COAST AND GEODETIC SURVEY 1940
 TD0016'1.15 MI N FROM GREENBUSH.
 TD0016'1.15 MILES NORTH OF GREAT NORTHERN R. R. WATER TANK AT GREENBUSH, 48.8
 TD0016'FEET WEST OF WEST RAIL, 62.3 FEET EAST OF FENCE LINE WHICH IS WEST OF
 TD0016'GRAVEL ROAD PARALLELING TRACK, 1.0 FT. S. OF WHITE MARKER POST.
 TD0016
 TD0016                          STATION RECOVERY (1981)
 TD0016
 TD0016'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 TD0016'NOT RECOVERED THIS DATE, ROAD WIDENED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 QQ0044 ***********************************************************************
 QQ0044  DESIGNATION -  1076 RESET
 QQ0044  PID         -  QQ0044
 QQ0044  STATE/COUNTY-  MN/GRANT
 QQ0044  COUNTRY     -  US
 QQ0044  USGS QUAD   -  HERMAN (2019)
 QQ0044
 QQ0044                         *CURRENT SURVEY CONTROL
 QQ0044  ______________________________________________________________________
 QQ0044* NAD 83(1986) POSITION- 45 48 33.15   (N) 096 08 32.19   (W)   HD_HELD1
 QQ0044* NAVD 88 ORTHO HEIGHT -   327.162 (meters)     1073.36  (feet) ADJUSTED
 QQ0044  ______________________________________________________________________
 QQ0044  GEOID HEIGHT    -        -26.327 (meters)                     GEOID18
 QQ0044  DYNAMIC HEIGHT  -        327.157 (meters)     1073.35  (feet) COMP
 QQ0044  MODELED GRAVITY -    980,593.2   (mgal)                       NAVD 88
 QQ0044
 QQ0044  VERT ORDER      -  SECOND    CLASS I
 QQ0044
 QQ0044.The horizontal coordinates were determined by differentially corrected
 QQ0044.hand held GPS observations or other comparable positioning techniques
 QQ0044.and have an estimated accuracy of +/- 3 meters.
 QQ0044
 QQ0044.The orthometric height was determined by differential leveling and
 QQ0044.adjusted by the NATIONAL GEODETIC SURVEY
 QQ0044.in March 2020.
 QQ0044
 QQ0044.Significant digits in the geoid height do not necessarily reflect accuracy.
 QQ0044.GEOID18 height accuracy estimate available here.
 QQ0044
 QQ0044.Click photographs - Photos may exist for this station.
 QQ0044
 QQ0044.The dynamic height is computed by dividing the NAVD 88
 QQ0044.geopotential number by the normal gravity value computed on the
 QQ0044.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QQ0044.degrees latitude (g = 980.6199 gals.).
 QQ0044
 QQ0044.The modeled gravity was interpolated from observed gravity values.
 QQ0044
 QQ0044;                    North         East    Units  Estimated Accuracy
 QQ0044;SPC MN C     -   191,697.5     652,934.5     MT  (+/- 3 meters HH1 GPS) 
 QQ0044
 QQ0044_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQR2203776821(NAD 83)
 QQ0044
 QQ0044                          SUPERSEDED SURVEY CONTROL
 QQ0044
 QQ0044  NAVD 88 (06/17/14)  327.189  (m)         1073.45   (f) SUPERSEDED  2 1
 QQ0044  NAVD 88 (04/02/09)  327.192  (m)         1073.46   (f) SUPERSEDED  2 1
 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
 QQ0044.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QQ0044.See file dsdata.pdf to determine how the superseded data were derived.
 QQ0044
 QQ0044_MARKER: DD = SURVEY DISK
 QQ0044_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QQ0044_STAMPING: MINN 1076 RESET 1972
 QQ0044_MARK LOGO: USGS
 QQ0044_PROJECTION: FLUSH
 QQ0044_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 QQ0044_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QQ0044+STABILITY: SURFACE MOTION
 QQ0044_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 QQ0044+SATELLITE: SATELLITE OBSERVATIONS - October 23, 2023
 QQ0044
 QQ0044  HISTORY     - Date     Condition        Report By
 QQ0044  HISTORY     - 19720401 MONUMENTED       USGS
 QQ0044  HISTORY     - 1972     GOOD             NGS
 QQ0044  HISTORY     - 20050112 GOOD             DUCKS
 QQ0044  HISTORY     - 20051207 GOOD             MNDT
 QQ0044  HISTORY     - 20090708 GOOD             MNDT
 QQ0044  HISTORY     - 20231023 GOOD             MNDT
 QQ0044
 QQ0044                          STATION DESCRIPTION
 QQ0044
 QQ0044'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 QQ0044'AT HERMAN.
 QQ0044'1-1/2 BLOCKS NORTHEAST OF THE INTERSECTION OF STATE HIGHWAYS
 QQ0044'9 AND 27 IN THE CENTER OF HERMAN, 48 FEET NORTHWEST OF THE CENTER
 QQ0044'OF STATE HIGHWAY 27, 15-1/2 FEET WEST OF THE SOUTHWEST CORNER
 QQ0044'OF THE HERMAN COOP CREAMERY BUILDING, 1 FOOT SOUTHWEST OF THE
 QQ0044'SOUTHEAST CORNER OF THE HERMAN LOCKER BUILDING, SET IN A CONCRETE
 QQ0044'MONUMENT FLUSH WITH THE GROUND IN THE LAWN AT THE FRONT OF
 QQ0044'THE LOCKER PLANT.
 QQ0044
 QQ0044                          STATION RECOVERY (2005)
 QQ0044
 QQ0044'RECOVERY NOTE BY DUCKS UNLIMITED 2005 (GLJ)
 QQ0044'THIS BENCH MARK IS ONE FOOT SOUTH OF A BRICK WALLED BUILDING, THERFORE
 QQ0044'SATELLITE COVERAGE IS LIMITED TO THE SOUTH ONLY.  I WAS ABLE TO GET
 QQ0044'GPS CALIBRATION ON THE POINT.
 QQ0044
 QQ0044                          STATION RECOVERY (2005)
 QQ0044
 QQ0044'RECOVERY NOTE BY MN DEPT OF TRANSP 2005 (DAS)
 QQ0044'THE MARK IS IN HERMAN, 1.5 BLOCKS NORTHEAST OF THE JUNCTION OF TRUNK
 QQ0044'HIGHWAY 9 AND TRUNK HIGHWAY 27 IN HERMAN, 48 FT (14.6 M) NORTHWEST OF
 QQ0044'TRUNK HIGHWAY 27, 15.5 FT (4.7 M) WEST OF THE SOUTHWEST CORNER OF THE
 QQ0044'OLD CREAMERY BUILDING, 1.0 FT (0.3 M) SOUTHWEST OF THE SOUTHEAST
 QQ0044'CORNER OF THE OLD LOCKER BUILDING.
 QQ0044
 QQ0044                          STATION RECOVERY (2009)
 QQ0044
 QQ0044'RECOVERY NOTE BY MN DEPT OF TRANSP 2009 (JBG)
 QQ0044'RECOVERED IN GOOD CONDITION.
 QQ0044
 QQ0044                          STATION RECOVERY (2023)
 QQ0044
 QQ0044'RECOVERY NOTE BY MN DEPT OF TRANSP 2023 (KMS)
 QQ0044'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 QO1545 ***********************************************************************
 QO1545  DESIGNATION -  108
 QO1545  PID         -  QO1545
 QO1545  STATE/COUNTY-  MN/CHISAGO
 QO1545  COUNTRY     -  US
 QO1545  USGS QUAD   -  STACY (2019)
 QO1545
 QO1545                         *CURRENT SURVEY CONTROL
 QO1545  ______________________________________________________________________
 QO1545* NAD 83(1996) POSITION- 45 24 03.67356(N) 092 59 11.63408(W)   ADJUSTED
 QO1545* NAVD 88 ORTHO HEIGHT -   278.3   (meters)      913.    (feet) VERTCON3
 QO1545  ______________________________________________________________________
 QO1545  GEOID HEIGHT    -        -27.953 (meters)                     GEOID18
 QO1545  LAPLACE CORR    -          8.44  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 QO1545.GEOID18 height accuracy estimate available here.
 QO1545
 QO1545.Click photographs - Photos may exist for this station.
 QO1545
 QO1545.The Laplace correction was computed from DEFLEC18 derived deflections.
 QO1545
 QO1545. The following values were computed from the NAD 83(1996) position.
 QO1545
 QO1545;                    North         East     Units Scale Factor Converg.
 QO1545;SPC MN C     -   145,361.938   898,921.618   MT  1.00005369   +0 54 50.2
 QO1545;SPC MN C     -   476,908.29  2,949,212.01   sFT  1.00005369   +0 54 50.2
 QO1545;SPC MN S     -   367,286.277   879,348.358   MT  1.00004551   +0 42 37.2
 QO1545;SPC MN S     - 1,205,005.06  2,884,995.40   sFT  1.00004551   +0 42 37.2
 QO1545;UTM  15      - 5,027,500.346   501,051.469   MT  0.99960001   +0 00 34.4
 QO1545
 QO1545!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QO1545!SPC MN C     -   0.99996076  x   1.00005369  =   1.00001445
 QO1545!SPC MN S     -   0.99996076  x   1.00004551  =   1.00000627
 QO1545!UTM  15      -   0.99996076  x   0.99960001  =   0.99956079
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWL0105127500(NAD 83)
 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
 QO1545.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QO1545.See file dsdata.pdf to determine how the superseded data were derived.
 QO1545
 QO1545_MARKER: I = METAL ROD
 QO1545_SETTING: 0 = UNSPECIFIED SETTING
 QO1545_STAMPING: UNSTAMPED
 QO1545_MARK LOGO: MNHD
 QO1545_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QO1545
 QO1545  HISTORY     - Date     Condition        Report By
 QO1545  HISTORY     - 1959     MONUMENTED       MNHD
 QO1545  HISTORY     - 20070611 MARK NOT FOUND   MNDT
 QO1545
 QO1545                          STATION DESCRIPTION
 QO1545
 QO1545'DESCRIBED BY MN HIGHWAY DEPT 1959 (NJF)
 QO1545'STATION IS SITUATED APPROX 0.3 MILE NORTH OF TOWN OF STACY.
 QO1545'
 QO1545'TO REACH FROM JUNCTION OF HIGHWAY 61 AND ANOKA COUNTY ROAD 19
 QO1545'IN TOWN OF STACY, GO WEST ON COUNTY ROAD 19 FOR 0.5 MILE
 QO1545'TO DIRT ROAD ON RIGHT GOING NORTH.  TURN RIGHT (NORTH) FOR 0.3
 QO1545'MILE TO STATION ON RIGHT.  47 FT EAST OF EAST RAIL OF RAILWAY
 QO1545'TRACKS AND 150 FEET NORTH OF RAILWAY MILEAGE 33.  STATION IS A
 QO1545'3/4 IN X 3 FT IRON ROD FLUSH WITH THE GROUND.
 QO1545'
 QO1545'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 QO1545
 QO1545                          STATION RECOVERY (2007)
 QO1545
 QO1545'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (JJB)
 QO1545'0.3 MILES NORTH OF STACY, 0.3 MILES NORTH OF COUNTY ROAD 19, 47 FEET
 QO1545'EAST OF EAST RAIL OF RAILROAD, 150 FEET NORTH OF RAILROAD MILEPOST 33,
 QO1545'STATION WAS NOT FOUND IN 1995 AND IS NOW CONSIDERED LOST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DK6253 ***********************************************************************
 DK6253  DESIGNATION -  108 KW
 DK6253  PID         -  DK6253
 DK6253  STATE/COUNTY-  MN/KITTSON
 DK6253  COUNTRY     -  US
 DK6253  USGS QUAD   -  JUNEBERRY RIDGE (2019)
 DK6253
 DK6253                         *CURRENT SURVEY CONTROL
 DK6253  ______________________________________________________________________
 DK6253* NAD 83(2011) POSITION- 48 45 12.70000(N) 096 29 45.88004(W)   ADJUSTED
 DK6253* NAD 83(2011) ELLIP HT-   282.531 (meters)        (06/27/12)   ADJUSTED
 DK6253* NAD 83(2011) EPOCH   -  2010.00
 DK6253* NAVD 88 ORTHO HEIGHT -   310.0   (meters)     1017.    (feet) GPS OBS
 DK6253  ______________________________________________________________________
 DK6253  NAVD 88 orthometric height was determined with an earlier geoid model
 DK6253  GEOID HEIGHT    -        -27.475 (meters)                     GEOID18
 DK6253  NAD 83(2011) X  -   -476,668.989 (meters)                     COMP
 DK6253  NAD 83(2011) Y  - -4,186,217.840 (meters)                     COMP
 DK6253  NAD 83(2011) Z  -  4,772,744.474 (meters)                     COMP
 DK6253  LAPLACE CORR    -         -1.94  (seconds)                    DEFLEC18
 DK6253
 DK6253  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DK6253  Standards:
 DK6253         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DK6253            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DK6253  -------------------------------------------------------------------
 DK6253  NETWORK    0.41   0.45           0.19   0.13   0.23     -0.05632995
 DK6253  -------------------------------------------------------------------
 DK6253  Click here for local accuracies and other accuracy information.
 DK6253
 DK6253.The horizontal coordinates were established by GPS observations
 DK6253.and adjusted by the National Geodetic Survey in June 2012.
 DK6253
 DK6253.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DK6253.been affixed to the stable North American tectonic plate. See 
 DK6253.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DK6253
 DK6253.The horizontal coordinates are valid at the epoch date displayed above
 DK6253.which is a decimal equivalence of Year/Month/Day.
 DK6253
 DK6253.The orthometric height was determined by GPS observations and a
 DK6253.high-resolution geoid model.
 DK6253
 DK6253.Significant digits in the geoid height do not necessarily reflect accuracy.
 DK6253.GEOID18 height accuracy estimate available here.
 DK6253
 DK6253.Click photographs - Photos may exist for this station.
 DK6253
 DK6253.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DK6253
 DK6253.The Laplace correction was computed from DEFLEC18 derived deflections.
 DK6253
 DK6253.The ellipsoidal height was determined by GPS observations
 DK6253.and is referenced to NAD 83.
 DK6253
 DK6253. The following values were computed from the NAD 83(2011) position.
 DK6253
 DK6253;                    North         East     Units Scale Factor Converg.
 DK6253;SPC MN N     -   356,032.349   550,351.506   MT  1.00003159   -2 31 02.1
 DK6253;SPC MN N     - 1,168,082.80  1,805,611.57   sFT  1.00003159   -2 31 02.1
 DK6253;UTM  14      - 5,403,081.720   684,037.564   MT  1.00001612   +1 52 59.4
 DK6253
 DK6253!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DK6253!SPC MN N     -   0.99995572  x   1.00003159  =   0.99998731
 DK6253!UTM  14      -   0.99995572  x   1.00001612  =   0.99997184
 DK6253
 DK6253_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UPV8403703081(NAD 83)
 DK6253
 DK6253                          SUPERSEDED SURVEY CONTROL
 DK6253
 DK6253  NAD 83(2007)-  48 45 12.70012(N)    096 29 45.88107(W) AD(2002.00) 1
 DK6253  ELLIP H (07/11/08)  282.563  (m)                       GP(2002.00) 4 1
 DK6253  NAVD 88 (07/11/08)  310.0    (m)  GEOID03  model used  GPS OBS        
 DK6253
 DK6253.Superseded values are not recommended for survey control.
 DK6253
 DK6253.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK6253.See file dsdata.pdf to determine how the superseded data were derived.
 DK6253
 DK6253_MARKER: DB = BENCH MARK DISK
 DK6253_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DK6253_STAMPING: 108 KW 1954
 DK6253_MARK LOGO: USGS
 DK6253_PROJECTION: PROJECTING 5 CENTIMETERS
 DK6253_MAGNETIC: N = NO MAGNETIC MATERIAL
 DK6253_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DK6253+STABILITY: SURFACE MOTION
 DK6253_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DK6253+SATELLITE: SATELLITE OBSERVATIONS - October 21, 2008
 DK6253
 DK6253  HISTORY     - Date     Condition        Report By
 DK6253  HISTORY     - 1954     MONUMENTED       USGS
 DK6253  HISTORY     - 20070912 GOOD             MN-069
 DK6253  HISTORY     - 20081021 GOOD             MNDT
 DK6253
 DK6253                          STATION DESCRIPTION
 DK6253
 DK6253'DESCRIBED BY KITTSON COUNTY MINNESOTA 2007 (DJA)
 DK6253'1.2 MILES NORTH AND 7.7 MILES EAST OF LAKE BRONSON, 112 FEET NORTH OF
 DK6253'TOWNSHIP ROAD BY 2 STEEL GRAIN BINS, 21 FEET SOUTH SOUTHEAST OF POWER
 DK6253'POLE, 1 FOOT SOUTH OF WITNESS POST
 DK6253
 DK6253                          STATION RECOVERY (2008)
 DK6253
 DK6253'RECOVERY NOTE BY MN DEPT OF TRANSP 2008 (DJS)
 DK6253'THE MARK WAS RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.
 DK6253'THE MARK IS 1.2 MILES NORTH AND 7.7 MILES EAST OF LAKE BRONSON, 112
 DK6253'FEET NORTH OF TOWNSHIP ROAD BY 2 STEEL GRAIN BINS, 21 FEET SOUTH
 DK6253'SOUTHEAST OF POWER POLE, 1.0 FOOT SOUTH OF WITNESS POST. POLE, 1.0
 DK6253'FOOT SOUTH OF WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 SL1651 ***********************************************************************
 SL1651  DESIGNATION -  108 RGW
 SL1651  PID         -  SL1651
 SL1651  STATE/COUNTY-  MN/POLK
 SL1651  COUNTRY     -  US
 SL1651  USGS QUAD   -  ELDRED (2019)
 SL1651
 SL1651                         *CURRENT SURVEY CONTROL
 SL1651  ______________________________________________________________________
 SL1651* NAD 83(2011) POSITION- 47 37 45.55936(N) 096 48 55.49346(W)   ADJUSTED
 SL1651* NAD 83(2011) ELLIP HT-   237.013 (meters)        (06/27/12)   ADJUSTED
 SL1651* NAD 83(2011) EPOCH   -  2010.00
 SL1651* NAVD 88 ORTHO HEIGHT -   263.814 (meters)      865.53  (feet) ADJUSTED
 SL1651  ______________________________________________________________________
 SL1651  GEOID HEIGHT    -        -26.824 (meters)                     GEOID18
 SL1651  NAD 83(2011) X  -   -511,047.223 (meters)                     COMP
 SL1651  NAD 83(2011) Y  - -4,275,985.639 (meters)                     COMP
 SL1651  NAD 83(2011) Z  -  4,689,374.694 (meters)                     COMP
 SL1651  LAPLACE CORR    -         -3.14  (seconds)                    DEFLEC18
 SL1651  DYNAMIC HEIGHT  -        263.857 (meters)      865.67  (feet) COMP
 SL1651  MODELED GRAVITY -    980,768.6   (mgal)                       NAVD 88
 SL1651
 SL1651  VERT ORDER      -  SECOND    CLASS I
 SL1651
 SL1651  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 SL1651  Standards:
 SL1651         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 SL1651            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 SL1651  -------------------------------------------------------------------
 SL1651  NETWORK    0.84   0.59           0.39   0.28   0.30      0.02988736
 SL1651  -------------------------------------------------------------------
 SL1651  Click here for local accuracies and other accuracy information.
 SL1651
 SL1651.The horizontal coordinates were established by GPS observations
 SL1651.and adjusted by the National Geodetic Survey in June 2012.
 SL1651
 SL1651.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 SL1651.been affixed to the stable North American tectonic plate. See 
 SL1651.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 SL1651
 SL1651.The horizontal coordinates are valid at the epoch date displayed above
 SL1651.which is a decimal equivalence of Year/Month/Day.
 SL1651
 SL1651.The orthometric height was determined by differential leveling and
 SL1651.adjusted by the NATIONAL GEODETIC SURVEY
 SL1651.in August 2019.
 SL1651
 SL1651.Significant digits in the geoid height do not necessarily reflect accuracy.
 SL1651.GEOID18 height accuracy estimate available here.
 SL1651
 SL1651.Click photographs - Photos may exist for this station.
 SL1651
 SL1651.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 SL1651
 SL1651.The Laplace correction was computed from DEFLEC18 derived deflections.
 SL1651
 SL1651.The ellipsoidal height was determined by GPS observations
 SL1651.and is referenced to NAD 83.
 SL1651
 SL1651.The dynamic height is computed by dividing the NAVD 88
 SL1651.geopotential number by the normal gravity value computed on the
 SL1651.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SL1651.degrees latitude (g = 980.6199 gals.).
 SL1651
 SL1651.The modeled gravity was interpolated from observed gravity values.
 SL1651
 SL1651. The following values were computed from the NAD 83(2011) position.
 SL1651
 SL1651;                    North         East     Units Scale Factor Converg.
 SL1651;SPC MN N     -   232,259.251   520,888.360   MT  0.99990926   -2 45 14.2
 SL1651;SPC MN N     -   762,003.89  1,708,947.89   sFT  0.99990926   -2 45 14.2
 SL1651;UTM  14      - 5,277,414.349   664,120.558   MT  0.99993101   +1 36 51.6
 SL1651
 SL1651!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SL1651!SPC MN N     -   0.99996285  x   0.99990926  =   0.99987212
 SL1651!UTM  14      -   0.99996285  x   0.99993101  =   0.99989386
 SL1651
 SL1651:                Primary Azimuth Mark                     Grid Az
 SL1651:SPC MN N     -  6012 AE RESET                            179 59 21.1
 SL1651:UTM  14      -  6012 AE RESET                            175 37 15.3
 SL1651
 SL1651_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPT6412077414(NAD 83)
 SL1651
 SL1651|---------------------------------------------------------------------|
 SL1651| PID    Reference Object                     Distance      Geod. Az  |
 SL1651|                                                           dddmmss.s |
 SL1651| DO7437 6012 AE RESET                       469.802 METERS 1771406.9 |
 SL1651| SL1652 6012 AE                             469.806 METERS 1771405.2 |
 SL1651|---------------------------------------------------------------------|
 SL1651
 SL1651                          SUPERSEDED SURVEY CONTROL
 SL1651
 SL1651  NAD 83(2007)-  47 37 45.55917(N)    096 48 55.49396(W) AD(2002.00) 1
 SL1651  ELLIP H (07/08/11)  237.041  (m)                       GP(2002.00) 4 1
 SL1651  NAD 83(1996)-  47 37 45.55893(N)    096 48 55.49396(W) AD(       ) 1
 SL1651  ELLIP H (05/29/07)  237.045  (m)                       GP(       ) 4 1
 SL1651  NAVD 88             263.83   (m)          865.6    (f) LEVELING    3  
 SL1651  NAVD 88 (06/15/91)  263.831  (m)          865.59   (f) SUPERSEDED  2 1
 SL1651
 SL1651.Superseded values are not recommended for survey control.
 SL1651
 SL1651.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SL1651.See file dsdata.pdf to determine how the superseded data were derived.
 SL1651
 SL1651_MARKER: DD = SURVEY DISK
 SL1651_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SL1651_STAMPING: 108 RGW 1962
 SL1651_MARK LOGO: USGS
 SL1651_PROJECTION: PROJECTING 3 CENTIMETERS
 SL1651_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 SL1651_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SL1651+STABILITY: SURFACE MOTION
 SL1651_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 SL1651+SATELLITE: SATELLITE OBSERVATIONS - August 22, 2012
 SL1651
 SL1651  HISTORY     - Date     Condition        Report By
 SL1651  HISTORY     - 19620401 MONUMENTED       USGS
 SL1651  HISTORY     - 1987     GOOD             MNDT
 SL1651  HISTORY     - 20061114 GOOD             MNDT
 SL1651  HISTORY     - 20100707 GOOD             MNDT
 SL1651  HISTORY     - 20120822 GOOD             MNDT
 SL1651
 SL1651                          STATION DESCRIPTION
 SL1651
 SL1651'DESCRIBED BY MN DEPT OF TRANSP 1987
 SL1651'1.5 MI NORTH FROM CLIMAX.
 SL1651'THE MARK IS LOCATED ABOUT 1-1/2 MILES NORTH OF THE TOWN OF CLIMAX, IN
 SL1651'THE NE 1/4 OF SECTION 19, T148N, R48W, ALONG THE BURLINGTON NORTHERN
 SL1651'RAILROAD, IN THE SOUTHWEST QUADRANT OF THE INTERSECTION OF TRUNK
 SL1651'HIGHWAY 75 AND AN EAST-WEST GRAVEL ROAD, 1.45 MILES NORTH ALONG TRUNK
 SL1651'HIGHWAY 75 FROM ITS JUNCTION WITH TRUNK HIGHWAY 220 IN CLIMAX.  THE
 SL1651'MARK, A STANDARD USGS TRAVERSE STATION DISK STAMPED---108 RGW
 SL1651'1962---, IS SET IN THE TOP OF A CONCRETE MONUMENT THAT IS BURIED 0.2
 SL1651'FOOT BELOW THE SURFACE OF THE GROUND AND IS ABOUT 2 FEET BELOW THE
 SL1651'LEVEL OF THE RAILROAD TRACKS.  THE MARK IS 151.0 FEET WEST OF THE
 SL1651'CENTERLINE OF TRUNK HIGHWAY 75 AT MILEPOINT 304.05, 48.6 FEET WEST OF
 SL1651'THE WEST RAIL OF THE RAILROAD, 83.5 FEET SOUTH OF THE CENTER OF A
 SL1651'GRAVEL ROAD, 53.0 FEET SOUTH OF AN UNDERGROUND CABLE MARKER POST, AND
 SL1651'1.5 FEET SOUTH OF A STEEL WITNESS POST.
 SL1651
 SL1651                          STATION RECOVERY (2006)
 SL1651
 SL1651'RECOVERY NOTE BY MN DEPT OF TRANSP 2006 (DKH)
 SL1651'1.5 MILES NORTH OF CLIMAX, 1.45 MILES NORTH ON TRUNK HIGHWAY 75 FROM
 SL1651'JUNCTION OF TRUNK HIGHWAY 75 AND TRUNK HIGHWAY 220, 151 FEET WEST OF
 SL1651'TRUNK HIGHWAY 75, AT TRUNK HIGHWAY 75 MILEPOINT 304.05, 83.5 FEET
 SL1651'SOUTH OF 370TH AVENUE SOUTHWEST, 48.6 FEET WEST OF WEST RAIL OF
 SL1651'RAILROAD TRACKS, 53 FEET SOUTH OF CABLE MARKER POST, 1.5 FEET SOUTH OF
 SL1651'WITNESS POS.
 SL1651
 SL1651                          STATION RECOVERY (2010)
 SL1651
 SL1651'RECOVERY NOTE BY MN DEPT OF TRANSP 2010 (KMS)
 SL1651'RECOVERED IN GOOD CONDITION.
 SL1651
 SL1651                          STATION RECOVERY (2012)
 SL1651
 SL1651'RECOVERY NOTE BY MN DEPT OF TRANSP 2012 (MPP)
 SL1651'1.5 MILES NORTH OF CLIMAX, 1.45 MILES NORTH ALONG TRUNK HIGHWAY 75
 SL1651'FROM JUNCTION OF TRUNK HIGHWAY 75 AND TRUNK HIGHWAY 220, AT TRUNK
 SL1651'HIGHWAY 75 MILEPOINT 304.05, 151.0 FEET WEST OF TRUNK HIGHWAY 75, 83.5
 SL1651'FEET SOUTH OF 370TH AVENUE SOUTHWEST, 48.6 FEET WEST OF WEST RAIL OF
 SL1651'RAILROAD TRACKS, 1.5 FEET SOUTH OF WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 TC0196 ***********************************************************************
 TC0196  DESIGNATION -  1084
 TC0196  PID         -  TC0196
 TC0196  STATE/COUNTY-  MN/LAKE OF THE WOODS
 TC0196  COUNTRY     -  US
 TC0196  USGS QUAD   -  BAUDETTE (2019)
 TC0196
 TC0196                         *CURRENT SURVEY CONTROL
 TC0196  ______________________________________________________________________
 TC0196* NAD 83(1986) POSITION- 48 43 07.9    (N) 094 35 36.2    (W)   HD_HELD2
 TC0196* NAVD 88 ORTHO HEIGHT -   330.202 (meters)     1083.34  (feet) ADJUSTED
 TC0196  ______________________________________________________________________
 TC0196  GEOID HEIGHT    -        -29.070 (meters)                     GEOID18
 TC0196  DYNAMIC HEIGHT  -        330.289 (meters)     1083.62  (feet) COMP
 TC0196  MODELED GRAVITY -    980,864.9   (mgal)                       NAVD 88
 TC0196
 TC0196  VERT ORDER      -  FIRST     CLASS II
 TC0196
 TC0196.The horizontal coordinates were established by autonomous hand held GPS
 TC0196.observations and have an estimated accuracy of +/- 10 meters.
 TC0196
 TC0196.The orthometric height was determined by differential leveling and
 TC0196.adjusted by the NATIONAL GEODETIC SURVEY
 TC0196.in June 1991.
 TC0196
 TC0196.Significant digits in the geoid height do not necessarily reflect accuracy.
 TC0196.GEOID18 height accuracy estimate available here.
 TC0196
 TC0196.Click photographs - Photos may exist for this station.
 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     -   347,754.      690,117.      MT  (+/- 10 meters HH2 GPS)
 TC0196
 TC0196_U.S. NATIONAL GRID SPATIAL ADDRESS: 15UUP8280297428(NAD 83)
 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
 TC0196.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TC0196.See file dsdata.pdf to determine how the superseded data were derived.
 TC0196
 TC0196_MARKER: DB = BENCH MARK 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     - 1907     MONUMENTED       USGS
 TC0196  HISTORY     - 1972     GOOD             MNDT
 TC0196  HISTORY     - 1981     GOOD             NGS
 TC0196  HISTORY     - 20090817 GOOD             GEOCAC
 TC0196
 TC0196                          STATION DESCRIPTION
 TC0196
 TC0196'DESCRIBED BY MN DEPT OF TRANSP 1972
 TC0196'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, T161N, R31W.  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.  THE MARK IS 0.3 M BELOW THE RAILROAD TRACKS.
 TC0196
 TC0196                          STATION RECOVERY (2009)
 TC0196
 TC0196'RECOVERY NOTE BY GEOCACHING 2009 (MEL)
 TC0196'MARK WILL BE FOUND UNDER BALLAST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 TC0418 ***********************************************************************
 TC0418  DESIGNATION -  1084
 TC0418  PID         -  TC0418
 TC0418  STATE/COUNTY-  MN/ROSEAU
 TC0418  COUNTRY     -  US
 TC0418  USGS QUAD   -  FOX (2019)
 TC0418
 TC0418                         *CURRENT SURVEY CONTROL
 TC0418  ______________________________________________________________________
 TC0418* NAD 83(1986) POSITION- 48 48 52.3    (N) 095 58 02.6    (W)   HD_HELD2
 TC0418* NAVD 88 ORTHO HEIGHT -   330.848 (meters)     1085.46  (feet) ADJUSTED
 TC0418  ______________________________________________________________________
 TC0418  GEOID HEIGHT    -        -27.798 (meters)                     GEOID18
 TC0418  DYNAMIC HEIGHT  -        330.935 (meters)     1085.74  (feet) COMP
 TC0418  MODELED GRAVITY -    980,864.8   (mgal)                       NAVD 88
 TC0418
 TC0418  VERT ORDER      -  FIRST     CLASS II
 TC0418
 TC0418.The horizontal coordinates were established by autonomous hand held GPS
 TC0418.observations and have an estimated accuracy of +/- 10 meters.
 TC0418
 TC0418.The orthometric height was determined by differential leveling and
 TC0418.adjusted by the NATIONAL GEODETIC SURVEY
 TC0418.in June 1991.
 TC0418
 TC0418.Significant digits in the geoid height do not necessarily reflect accuracy.
 TC0418.GEOID18 height accuracy estimate available here.
 TC0418
 TC0418.Click photographs - Photos may exist for this station.
 TC0418
 TC0418.The dynamic height is computed by dividing the NAVD 88
 TC0418.geopotential number by the normal gravity value computed on the
 TC0418.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TC0418.degrees latitude (g = 980.6199 gals.).
 TC0418
 TC0418.The modeled gravity was interpolated from observed gravity values.
 TC0418
 TC0418;                    North         East    Units  Estimated Accuracy
 TC0418;SPC MN N     -   361,237.      589,448.      MT  (+/- 10 meters HH2 GPS)
 TC0418
 TC0418_U.S. NATIONAL GRID SPATIAL ADDRESS: 15UTQ8216511085(NAD 83)
 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
 TC0418.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TC0418.See file dsdata.pdf to determine how the superseded data were derived.
 TC0418
 TC0418_MARKER: DB = BENCH MARK DISK
 TC0418_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 TC0418_STAMPING: 1084 DATUM
 TC0418_MARK LOGO: USGS
 TC0418_PROJECTION: PROJECTING 76 CENTIMETERS
 TC0418_MAGNETIC: P = MARKER IS A STEEL PIPE
 TC0418_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TC0418_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 TC0418+SATELLITE: SATELLITE OBSERVATIONS - June 23, 2014
 TC0418
 TC0418  HISTORY     - Date     Condition        Report By
 TC0418  HISTORY     - 1906     MONUMENTED       USGS
 TC0418  HISTORY     - 19120401 GOOD             CGS
 TC0418  HISTORY     - 1940     GOOD             CGS
 TC0418  HISTORY     - 1981     POOR             NGS
 TC0418  HISTORY     - 20040803 POOR             MNDT
 TC0418  HISTORY     - 20140623 POOR             MNDT
 TC0418
 TC0418                          STATION DESCRIPTION
 TC0418
 TC0418'DESCRIBED BY COAST AND GEODETIC SURVEY 1912
 TC0418'RECOVERED IN GOOD CONDITION.
 TC0418
 TC0418                          STATION RECOVERY (1940)
 TC0418
 TC0418'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1940
 TC0418'3.4 MILES WEST ALONG STATE HIGHWAY 11 FROM FOX, ROSEAU COUNTY, IN
 TC0418'THE NORTHEAST QUARTER OF SECTION 32, T162N, R41W, 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.
 TC0418
 TC0418                          STATION RECOVERY (2014)
 TC0418
 TC0418'RECOVERY NOTE BY MN DEPT OF TRANSP 2014 (KMS)
 TC0418'3.5 MI (5.6 KM) NORTHEAST OF BADGER, 3.5 MI (5.6 KM) NORTHEAST ALONG
 TC0418'TRUNK HIGHWAY 11  FROM THE JUNCTION OF TRUNK HIGHWAY 11 AND COUNTY
 TC0418'ROAD 2 IN BADGER, THEN 0.1 MI (0.2 KM) SOUTH ON GRAVEL ROAD, THEN 0.2
 TC0418'MI (0.3 KM) WEST THROUGH OLD GRAVEL PIT TO MARK ON THE LEFT.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 TC0020 ***********************************************************************
 TC0020  DESIGNATION -  1086
 TC0020  PID         -  TC0020
 TC0020  STATE/COUNTY-  MN/KOOCHICHING
 TC0020  COUNTRY     -  US
 TC0020  USGS QUAD   -  BORDER (2019)
 TC0020
 TC0020                         *CURRENT SURVEY CONTROL
 TC0020  ______________________________________________________________________
 TC0020* NAD 83(1986) POSITION- 48 42 29.     (N) 094 18 38.     (W)   SCALED
 TC0020* NAVD 88 ORTHO HEIGHT -   330.834 (meters)     1085.41  (feet) POSTED
 TC0020  ______________________________________________________________________
 TC0020  GEOID HEIGHT    -        -29.398 (meters)                     GEOID18
 TC0020  DYNAMIC HEIGHT  -        330.92  (meters)     1085.7   (feet) COMP
 TC0020  MODELED GRAVITY -    980,861.6   (mgal)                       NAVD 88
 TC0020
 TC0020  VERT ORDER      -  * POSTED, SEE BELOW
 TC0020
 TC0020.The horizontal coordinates were scaled from a 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
 TC0020.* This is a POSTED BENCH MARK height.
 TC0020
 TC0020.Significant digits in the geoid height do not necessarily reflect accuracy.
 TC0020.GEOID18 height accuracy estimate available here.
 TC0020
 TC0020.Click photographs - Photos may exist for this station.
 TC0020
 TC0020.The dynamic height is computed by dividing the NAVD 88
 TC0020.geopotential number by the normal gravity value computed on the
 TC0020.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TC0020.degrees latitude (g = 980.6199 gals.).
 TC0020
 TC0020.The modeled gravity was interpolated from observed gravity values.
 TC0020
 TC0020;                    North         East    Units  Estimated Accuracy
 TC0020;SPC MN N     -   346,190.      710,910.      MT  (+/- 180 meters Scaled)
 TC0020
 TC0020_U.S. NATIONAL GRID SPATIAL ADDRESS: 15UVP035958(NAD 83)
 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
 TC0020.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TC0020.See file dsdata.pdf to determine how the superseded data were derived.
 TC0020
 TC0020_MARKER: P = PIPE CAP
 TC0020_SETTING: 17 = SET INTO TOP OF 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     - 1907     MONUMENTED       USGS
 TC0020  HISTORY     - 1935     GOOD             CGS
 TC0020  HISTORY     - 1981     POOR             NGS
 TC0020
 TC0020                          STATION DESCRIPTION
 TC0020
 TC0020'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 TC0020'ABOUT 2 MILES WEST ALONG STATE HIGHWAY 11 FROM BORDER, KOOCHICHING
 TC0020'COUNTY, AT SECTION 1, T160N, R29W, 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 = MARCH 21, 2026 06:05:54 EDT
 TC0028 ***********************************************************************
 TC0028  DESIGNATION -  1088
 TC0028  PID         -  TC0028
 TC0028  STATE/COUNTY-  MN/LAKE OF THE WOODS
 TC0028  COUNTRY     -  US
 TC0028  USGS QUAD   -  CLEMENTSON (2019)
 TC0028
 TC0028                         *CURRENT SURVEY CONTROL
 TC0028  ______________________________________________________________________
 TC0028* NAD 83(1986) POSITION- 48 41 26.46   (N) 094 26 02.89   (W)   HD_HELD1
 TC0028* NAVD 88 ORTHO HEIGHT -   331.313 (meters)     1086.98  (feet) ADJUSTED
 TC0028  ______________________________________________________________________
 TC0028  GEOID HEIGHT    -        -29.203 (meters)                     GEOID18
 TC0028  DYNAMIC HEIGHT  -        331.399 (meters)     1087.26  (feet) COMP
 TC0028  MODELED GRAVITY -    980,860.2   (mgal)                       NAVD 88
 TC0028
 TC0028  VERT ORDER      -  FIRST     CLASS II
 TC0028
 TC0028.The horizontal coordinates were determined by differentially corrected
 TC0028.hand held GPS observations or other comparable positioning techniques
 TC0028.and have an estimated accuracy of +/- 3 meters.
 TC0028
 TC0028.The orthometric height was determined by differential leveling and
 TC0028.adjusted by the NATIONAL GEODETIC SURVEY
 TC0028.in June 1991.
 TC0028
 TC0028.Significant digits in the geoid height do not necessarily reflect accuracy.
 TC0028.GEOID18 height accuracy estimate available here.
 TC0028
 TC0028.Click photographs - Photos may exist for this station.
 TC0028
 TC0028.The dynamic height is computed by dividing the NAVD 88
 TC0028.geopotential number by the normal gravity value computed on the
 TC0028.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TC0028.degrees latitude (g = 980.6199 gals.).
 TC0028
 TC0028.The modeled gravity was interpolated from observed gravity values.
 TC0028
 TC0028;                    North         East    Units  Estimated Accuracy
 TC0028;SPC MN N     -   344,406.3     701,779.2     MT  (+/- 3 meters HH1 GPS) 
 TC0028
 TC0028_U.S. NATIONAL GRID SPATIAL ADDRESS: 15UUP9445794063(NAD 83)
 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
 TC0028.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TC0028.See file dsdata.pdf to determine how the superseded data were derived.
 TC0028
 TC0028_MARKER: DB = BENCH MARK DISK
 TC0028_SETTING: 66 = SET IN ROCK OUTCROP
 TC0028_STAMPING: 1088
 TC0028_MARK LOGO: USGS
 TC0028_MAGNETIC: N = NO MAGNETIC MATERIAL
 TC0028_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 TC0028+STABILITY: POSITION/ELEVATION WELL
 TC0028_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 TC0028+SATELLITE: SATELLITE OBSERVATIONS - July 24, 2014
 TC0028
 TC0028  HISTORY     - Date     Condition        Report By
 TC0028  HISTORY     - 1907     MONUMENTED       USGS
 TC0028  HISTORY     - 1935     GOOD             CGS
 TC0028  HISTORY     - 1981     GOOD             NGS
 TC0028  HISTORY     - 19980328 GOOD             MNDT
 TC0028  HISTORY     - 20090817 GOOD             GEOCAC
 TC0028  HISTORY     - 20140724 GOOD             MNDT
 TC0028
 TC0028                          STATION DESCRIPTION
 TC0028
 TC0028'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 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 USGS STANDARD DISK STAMPED 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.  IT IS 1.5 METERS EAST FROM A WITNESS POST AND 2.4
 TC0028'M BELOW HIGHWAY 11.
 TC0028
 TC0028                          STATION RECOVERY (1998)
 TC0028
 TC0028'RECOVERY NOTE BY MN DEPT OF TRANSP 1998 (DKH)
 TC0028'THE MARK IS LOCATED ABOUT AT CLEMENTSON, NEAR MOUTH OF RAPID RIVER,
 TC0028'175 FT (53.3 M) WEST OF RAPIDS, 100 FT (30.5 M) NE OF HOUSE, 23 FT
 TC0028'(7.0 M) SW OF CABLE MARKER, 54 FT (16.5 M) SOUTH OF TH 11 AT MP
 TC0028'137.25, 4.5 FT (1.4 M) EAST OF WITNESS POST.
 TC0028
 TC0028                          STATION RECOVERY (2009)
 TC0028
 TC0028'RECOVERY NOTE BY GEOCACHING 2009 (MEL)
 TC0028'RECOVERED IN GOOD CONDITION.
 TC0028
 TC0028                          STATION RECOVERY (2014)
 TC0028
 TC0028'RECOVERY NOTE BY MN DEPT OF TRANSP 2014 (DAS)
 TC0028'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 TC0025 ***********************************************************************
 TC0025  DESIGNATION -  1089
 TC0025  PID         -  TC0025
 TC0025  STATE/COUNTY-  MN/KOOCHICHING
 TC0025  COUNTRY     -  US
 TC0025  USGS QUAD   -  CLEMENTSON (2019)
 TC0025
 TC0025                         *CURRENT SURVEY CONTROL
 TC0025  ______________________________________________________________________
 TC0025* NAD 83(1986) POSITION- 48 42 33.     (N) 094 23 27.     (W)   SCALED
 TC0025* NAVD 88 ORTHO HEIGHT -   331.758 (meters)     1088.44  (feet) POSTED
 TC0025  ______________________________________________________________________
 TC0025  GEOID HEIGHT    -        -29.279 (meters)                     GEOID18
 TC0025  DYNAMIC HEIGHT  -        331.84  (meters)     1088.7   (feet) COMP
 TC0025  MODELED GRAVITY -    980,862.3   (mgal)                       NAVD 88
 TC0025
 TC0025  VERT ORDER      -  * POSTED, SEE BELOW
 TC0025
 TC0025.The horizontal coordinates were scaled from a 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
 TC0025.* This is a POSTED BENCH MARK height.
 TC0025
 TC0025.Significant digits in the geoid height do not necessarily reflect accuracy.
 TC0025.GEOID18 height accuracy estimate available here.
 TC0025
 TC0025.Click photographs - Photos may exist for this station.
 TC0025
 TC0025.The dynamic height is computed by dividing the NAVD 88
 TC0025.geopotential number by the normal gravity value computed on the
 TC0025.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TC0025.degrees latitude (g = 980.6199 gals.).
 TC0025
 TC0025.The modeled gravity was interpolated from observed gravity values.
 TC0025
 TC0025;                    North         East    Units  Estimated Accuracy
 TC0025;SPC MN N     -   346,410.      705,000.      MT  (+/- 180 meters Scaled)
 TC0025
 TC0025_U.S. NATIONAL GRID SPATIAL ADDRESS: 15UUP976960(NAD 83)
 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
 TC0025.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TC0025.See file dsdata.pdf to determine how the superseded data were derived.
 TC0025
 TC0025_MARKER: P = PIPE CAP
 TC0025_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 TC0025_STAMPING: 1089
 TC0025_MARK LOGO: USGS
 TC0025_MAGNETIC: P = MARKER IS A STEEL PIPE
 TC0025_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TC0025
 TC0025  HISTORY     - Date     Condition        Report By
 TC0025  HISTORY     - 1907     MONUMENTED       USGS
 TC0025  HISTORY     - 1935     GOOD             CGS
 TC0025  HISTORY     - 1981     MARK NOT FOUND   NGS
 TC0025
 TC0025                          STATION DESCRIPTION
 TC0025
 TC0025'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 TC0025'3 MI NE FROM CLEMENTSON.
 TC0025'IN KOOCHICHING COUNTY, ABOUT 3 MILES NORTHEAST OF CLEMENTSON, LAKE OF
 TC0025'THE WOODS COUNTY, IN THE NORTHEAST QUARTER OF SECTION 5, T160N, R29W,
 TC0025'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 = MARCH 21, 2026 06:05:54 EDT
 DP6680 ***********************************************************************
 DP6680  DESIGNATION -  109
 DP6680  PID         -  DP6680
 DP6680  STATE/COUNTY-  MN/TRAVERSE
 DP6680  COUNTRY     -  US
 DP6680  USGS QUAD   -  GRACEVILLE NE (2019)
 DP6680
 DP6680                         *CURRENT SURVEY CONTROL
 DP6680  ______________________________________________________________________
 DP6680* NAD 83(2011) POSITION- 45 44 43.45300(N) 096 21 29.40281(W)   ADJUSTED
 DP6680* NAD 83(2011) ELLIP HT-   288.615 (meters)        (03/11/15)   ADJUSTED
 DP6680* NAD 83(2011) EPOCH   -  2010.00
 DP6680* NAVD 88 ORTHO HEIGHT -   314.9   (meters)     1033.    (feet) GPS OBS
 DP6680  ______________________________________________________________________
 DP6680  NAVD 88 orthometric height was determined with geoid model    GEOID12A
 DP6680  GEOID HEIGHT    -        -26.320 (meters)                     GEOID12A
 DP6680  GEOID HEIGHT    -        -26.319 (meters)                     GEOID18
 DP6680  NAD 83(2011) X  -   -493,786.125 (meters)                     COMP
 DP6680  NAD 83(2011) Y  - -4,431,407.607 (meters)                     COMP
 DP6680  NAD 83(2011) Z  -  4,545,751.593 (meters)                     COMP
 DP6680  LAPLACE CORR    -         -0.01  (seconds)                    DEFLEC18
 DP6680
 DP6680  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DP6680  Standards:
 DP6680         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DP6680            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DP6680  -------------------------------------------------------------------
 DP6680  NETWORK    1.04   0.88           0.47   0.35   0.45      0.36382723
 DP6680  -------------------------------------------------------------------
 DP6680  Click here for local accuracies and other accuracy information.
 DP6680
 DP6680.The horizontal coordinates were established by GPS observations
 DP6680.and adjusted by the MN DEPT OF TRANSP in March 2015.
 DP6680
 DP6680.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DP6680.been affixed to the stable North American tectonic plate. See 
 DP6680.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DP6680
 DP6680.The horizontal coordinates are valid at the epoch date displayed above
 DP6680.which is a decimal equivalence of Year/Month/Day.
 DP6680
 DP6680.The orthometric height was determined by GPS observations and a
 DP6680.high-resolution geoid model.
 DP6680
 DP6680.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP6680.GEOID18 height accuracy estimate available here.
 DP6680
 DP6680.Click photographs - Photos may exist for this station.
 DP6680
 DP6680.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DP6680
 DP6680.The Laplace correction was computed from DEFLEC18 derived deflections.
 DP6680
 DP6680.The ellipsoidal height was determined by GPS observations
 DP6680.and is referenced to NAD 83.
 DP6680
 DP6680. The following values were computed from the NAD 83(2011) position.
 DP6680
 DP6680;                    North         East     Units Scale Factor Converg.
 DP6680;SPC MN C     -   185,032.235   635,970.555   MT  0.99997459   -1 31 30.1
 DP6680;SPC MN C     -   607,059.92  2,086,513.40   sFT  0.99997459   -1 31 30.1
 DP6680;UTM  14      - 5,069,155.209   705,497.599   MT  1.00011920   +1 53 34.3
 DP6680
 DP6680!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DP6680!SPC MN C     -   0.99995476  x   0.99997459  =   0.99992935
 DP6680!UTM  14      -   0.99995476  x   1.00011920  =   1.00007395
 DP6680
 DP6680_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQR0549769155(NAD 83)
 DP6680
 DP6680                          SUPERSEDED SURVEY CONTROL
 DP6680
 DP6680.No superseded survey control is available for this station.
 DP6680
 DP6680_MARKER: DB = BENCH MARK DISK
 DP6680_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 DP6680+WITH SETTING: INFORMATION.
 DP6680_STAMPING: 109
 DP6680_MARK LOGO: BOISDE
 DP6680_PROJECTION: FLUSH
 DP6680_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DP6680_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DP6680_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP6680+SATELLITE: SATELLITE OBSERVATIONS - June 16, 2021
 DP6680
 DP6680  HISTORY     - Date     Condition        Report By
 DP6680  HISTORY     - 20080401 MONUMENTED       BOISDE
 DP6680  HISTORY     - 20130701 GOOD             MNDT
 DP6680  HISTORY     - 20210616 GOOD             MNDT
 DP6680
 DP6680                          STATION DESCRIPTION
 DP6680
 DP6680'DESCRIBED BY MN DEPT OF TRANSP 2013 (TXR)
 DP6680'3.8 MILES NORTHEAST OF DUMONT, 3.30 MILES EAST ALONG COUNTY ROAD 6
 DP6680'FROM JUNCTION OF COUNTY ROAD 6 AND TRUNK HIGHWAY 75 IN DUMONT, THEN
 DP6680'2.05 MILES NORTH ALONG COUNTY ROAD 13 (GRAVEL ROAD), 52.0 FEET WEST OF
 DP6680'COUNTY ROAD 13, 52.0 FEET NORTH OF GRAVEL ROAD, 10.0 FEET WEST OF
 DP6680'CABLE PEDESTAL, 3.70 FEET WEST OF WITNESS POST.  ROD DEPTH UNKNOWN.
 DP6680
 DP6680                          STATION RECOVERY (2021)
 DP6680
 DP6680'RECOVERY NOTE BY MN DEPT OF TRANSP 2021 (TJD)
 DP6680'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DF6189 ***********************************************************************
 DF6189  DESIGNATION -  109 ES
 DF6189  PID         -  DF6189
 DF6189  STATE/COUNTY-  MN/MCLEOD
 DF6189  COUNTRY     -  US
 DF6189  USGS QUAD   -  SILVER LAKE (2019)
 DF6189
 DF6189                         *CURRENT SURVEY CONTROL
 DF6189  ______________________________________________________________________
 DF6189* NAD 83(2011) POSITION- 44 55 02.83486(N) 094 08 03.80534(W)   ADJUSTED
 DF6189* NAD 83(2011) ELLIP HT-   288.036 (meters)        (06/27/12)   ADJUSTED
 DF6189* NAD 83(2011) EPOCH   -  2010.00
 DF6189* NAVD 88 ORTHO HEIGHT -   315.566 (meters)     1035.32  (feet) ADJUSTED
 DF6189  ______________________________________________________________________
 DF6189  GEOID HEIGHT    -        -27.529 (meters)                     GEOID18
 DF6189  NAD 83(2011) X  -   -326,182.802 (meters)                     COMP
 DF6189  NAD 83(2011) Y  - -4,512,503.168 (meters)                     COMP
 DF6189  NAD 83(2011) Z  -  4,481,060.542 (meters)                     COMP
 DF6189  LAPLACE CORR    -          0.27  (seconds)                    DEFLEC18
 DF6189  DYNAMIC HEIGHT  -        315.536 (meters)     1035.22  (feet) COMP
 DF6189  MODELED GRAVITY -    980,512.4   (mgal)                       NAVD 88
 DF6189
 DF6189  VERT ORDER      -  SECOND    CLASS I
 DF6189
 DF6189  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DF6189  Standards:
 DF6189         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DF6189            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DF6189  -------------------------------------------------------------------
 DF6189  NETWORK    0.35   0.39           0.16   0.12   0.20      0.04266442
 DF6189  -------------------------------------------------------------------
 DF6189  Click here for local accuracies and other accuracy information.
 DF6189
 DF6189.The horizontal coordinates were established by GPS observations
 DF6189.and adjusted by the National Geodetic Survey in June 2012.
 DF6189
 DF6189.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DF6189.been affixed to the stable North American tectonic plate. See 
 DF6189.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DF6189
 DF6189.The horizontal coordinates are valid at the epoch date displayed above
 DF6189.which is a decimal equivalence of Year/Month/Day.
 DF6189
 DF6189.The orthometric height was determined by differential leveling and
 DF6189.adjusted by the NATIONAL GEODETIC SURVEY
 DF6189.in May 2020.
 DF6189
 DF6189.Significant digits in the geoid height do not necessarily reflect accuracy.
 DF6189.GEOID18 height accuracy estimate available here.
 DF6189
 DF6189.Click photographs - Photos may exist for this station.
 DF6189
 DF6189.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DF6189
 DF6189.The Laplace correction was computed from DEFLEC18 derived deflections.
 DF6189
 DF6189.The ellipsoidal height was determined by GPS observations
 DF6189.and is referenced to NAD 83.
 DF6189
 DF6189.The dynamic height is computed by dividing the NAVD 88
 DF6189.geopotential number by the normal gravity value computed on the
 DF6189.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DF6189.degrees latitude (g = 980.6199 gals.).
 DF6189
 DF6189.The modeled gravity was interpolated from observed gravity values.
 DF6189
 DF6189. The following values were computed from the NAD 83(2011) position.
 DF6189
 DF6189;                    North         East     Units Scale Factor Converg.
 DF6189;SPC MN S     -   313,062.517   789,389.094   MT  0.99994837   -0 05 39.1
 DF6189;SPC MN S     - 1,027,105.94  2,589,854.05   sFT  0.99994837   -0 05 39.1
 DF6189;UTM  15      - 4,974,406.549   410,464.377   MT  0.99969858   -0 48 03.7
 DF6189
 DF6189!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF6189!SPC MN S     -   0.99995484  x   0.99994837  =   0.99990321
 DF6189!UTM  15      -   0.99995484  x   0.99969858  =   0.99965343
 DF6189
 DF6189_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK1046474406(NAD 83)
 DF6189
 DF6189                          SUPERSEDED SURVEY CONTROL
 DF6189
 DF6189  NAD 83(2007)-  44 55 02.83501(N)    094 08 03.80621(W) AD(2002.00) 0
 DF6189  ELLIP H (02/10/07)  288.063  (m)                       GP(2002.00)    
 DF6189  NAD 83(1996)-  44 55 02.83447(N)    094 08 03.80588(W) AD(       ) 1
 DF6189  ELLIP H (06/18/03)  288.104  (m)                       GP(       ) 3 1
 DF6189  NAVD 88 (02/28/05)  315.566  (m)         1035.32   (f) SUPERSEDED  2 1
 DF6189  NAVD 88             315.55   (m)         1035.3    (f) LEVELING    3  
 DF6189
 DF6189.Superseded values are not recommended for survey control.
 DF6189
 DF6189.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF6189.See file dsdata.pdf to determine how the superseded data were derived.
 DF6189
 DF6189_MARKER: DB = BENCH MARK DISK
 DF6189_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF6189_STAMPING: 109 ES 1955
 DF6189_MARK LOGO: USGS
 DF6189_PROJECTION: FLUSH
 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 - June 18, 2024
 DF6189
 DF6189  HISTORY     - Date     Condition        Report By
 DF6189  HISTORY     - 19550505 MONUMENTED       USGS
 DF6189  HISTORY     - 1989     GOOD             MNDT
 DF6189  HISTORY     - 19980401 GOOD             MNDT
 DF6189  HISTORY     - 20110422 GOOD             MNDT
 DF6189  HISTORY     - 20190530 GOOD             MNDT
 DF6189  HISTORY     - 20200330 GOOD             MNDT
 DF6189  HISTORY     - 20240618 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.
 DF6189
 DF6189                          STATION RECOVERY (2011)
 DF6189
 DF6189'RECOVERY NOTE BY MN DEPT OF TRANSP 2011 (AJ)
 DF6189'3.15 MI (5.1 KM) NORTHEAST OF SILVER LAKE, 3.6 MI (5.8 KM) EAST ON
 DF6189'TRUNK HIGHWAY 7 FROM THE JUNCTION OF TRUNK HIGHWAY 7 AND COUNTY ROAD
 DF6189'16 TO TRUNK HIGHWAY 7 MILE POINT 153.90, AT WEST EDGE OF SILVER LAKE,
 DF6189'THEN 0.75 MI (1.2 KM) NORTH ON COUNTY ROAD 88 (FALCON AVENUE), 100.3
 DF6189'FT (30.6 M) EAST-NORTHEAST OF POWER POLE, 50 FT (15.2 M) EAST OF
 DF6189'COUNTY ROAD 88, 24 FT (7.3 M) SOUTH OF 207TH STREET, 11.3 FT (3.4 M)
 DF6189'EAST OF POWER POLE, 2.2 FT (0.7 M) WEST OF A WITNESS POST.
 DF6189
 DF6189                          STATION RECOVERY (2019)
 DF6189
 DF6189'RECOVERY NOTE BY MN DEPT OF TRANSP 2019 (BRB)
 DF6189'RECOVERED AS DESCRIBED.
 DF6189
 DF6189                          STATION RECOVERY (2020)
 DF6189
 DF6189'RECOVERY NOTE BY MN DEPT OF TRANSP 2020 (TJD)
 DF6189'RECOVERED IN GOOD CONDITION.
 DF6189
 DF6189                          STATION RECOVERY (2024)
 DF6189
 DF6189'RECOVERY NOTE BY MN DEPT OF TRANSP 2024 (RMJ)
 DF6189'THE MARK WAS LOCATED ABOUT 3.15 MI (5.07 KM) NORTHEAST OF SILVER LAKE,
 DF6189'3.6 MI (5.8 KM) EAST ALONG TRUNK HIGHWAY 7 FROM THE JUNCTION OF TRUNK
 DF6189'HIGHWAY 7 AND COUNTY ROAD 16 TO TRUNK HIGHWAY 7 MILE POINT 153.90, AT
 DF6189'THE WEST EDGE OF SILVER LAKE, THEN 0.75 MI (1.21 KM) NORTH ON COUNTY
 DF6189'ROAD 88 (FALCON AVENUE), 100.3 FT (30.6 M) EAST-NORTHEAST OF A POWER
 DF6189'POLE, 50.0 FT (15.2 M) EAST OF COUNTY ROAD 88, 24.0 FT (7.3 M) SOUTH
 DF6189'OF 207TH STREET, 11.3 FT (3.4 M) EAST OF A POWER POLE, 2.2 FT (0.7 M)
 DF6189'WEST OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 TD0096 ***********************************************************************
 TD0096  DESIGNATION -  1091
 TD0096  PID         -  TD0096
 TD0096  STATE/COUNTY-  MN/PENNINGTON
 TD0096  COUNTRY     -  US
 TD0096  USGS QUAD   -  THIEF RIVER FALLS (2019)
 TD0096
 TD0096                         *CURRENT SURVEY CONTROL
 TD0096  ______________________________________________________________________
 TD0096* NAD 83(1986) POSITION- 48 00 46.0    (N) 096 13 00.0    (W)   HD_HELD2
 TD0096* NAVD 88 ORTHO HEIGHT -   332.451 (meters)     1090.72  (feet) ADJUSTED
 TD0096  ______________________________________________________________________
 TD0096  GEOID HEIGHT    -        -27.214 (meters)                     GEOID18
 TD0096  DYNAMIC HEIGHT  -        332.511 (meters)     1090.91  (feet) COMP
 TD0096  MODELED GRAVITY -    980,784.0   (mgal)                       NAVD 88
 TD0096
 TD0096  VERT ORDER      -  SECOND    CLASS I
 TD0096
 TD0096.The horizontal coordinates were established by autonomous hand held GPS
 TD0096.observations and have an estimated accuracy of +/- 10 meters.
 TD0096
 TD0096.The orthometric height was determined by differential leveling and
 TD0096.adjusted by the NATIONAL GEODETIC SURVEY
 TD0096.in August 2019.
 TD0096
 TD0096.Significant digits in the geoid height do not necessarily reflect accuracy.
 TD0096.GEOID18 height accuracy estimate available here.
 TD0096
 TD0096.Click photographs - Photos may exist for this station.
 TD0096
 TD0096.The dynamic height is computed by dividing the NAVD 88
 TD0096.geopotential number by the normal gravity value computed on the
 TD0096.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TD0096.degrees latitude (g = 980.6199 gals.).
 TD0096
 TD0096.The modeled gravity was interpolated from observed gravity values.
 TD0096
 TD0096;                    North         East    Units  Estimated Accuracy
 TD0096;SPC MN N     -   272,868.      567,560.      MT  (+/- 10 meters HH2 GPS)
 TD0096
 TD0096_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UQU0756421469(NAD 83)
 TD0096
 TD0096                          SUPERSEDED SURVEY CONTROL
 TD0096
 TD0096  NAVD 88 (06/15/91)  332.319  (m)         1090.28   (f) SUPERSEDED  1 2
 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
 TD0096.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TD0096.See file dsdata.pdf to determine how the superseded data were derived.
 TD0096
 TD0096_MARKER: DB = BENCH MARK DISK
 TD0096_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 TD0096_STAMPING: 1091
 TD0096_MARK LOGO: USGS
 TD0096_PROJECTION: PROJECTING 30 CENTIMETERS
 TD0096_MAGNETIC: P = MARKER IS A STEEL PIPE
 TD0096_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TD0096_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 TD0096+SATELLITE: SATELLITE OBSERVATIONS - October 08, 2019
 TD0096
 TD0096  HISTORY     - Date     Condition        Report By
 TD0096  HISTORY     - 19060401 MONUMENTED       USGS
 TD0096  HISTORY     - 1940     GOOD             CGS
 TD0096  HISTORY     - 20090714 GOOD             MNDT
 TD0096  HISTORY     - 20191008 GOOD             MNDT
 TD0096
 TD0096                          STATION DESCRIPTION
 TD0096
 TD0096'DESCRIBED BY COAST AND GEODETIC SURVEY 1940
 TD0096'IN ST HILAIRE.
 TD0096'AT FIRST RAILROAD CROSSING NORTH OF RAILROAD STATION, 35.2 FEET WEST
 TD0096'OF WEST RAIL OF MAIN TRACK, 25.0 FEET NORTH OF CENTERLINE OF ROAD
 TD0096'CROSSING TRACK, 1.6 FEET NORTH OF WHITE MARKER POST.
 TD0096
 TD0096                          STATION RECOVERY (2009)
 TD0096
 TD0096'RECOVERY NOTE BY MN DEPT OF TRANSP 2009 (MPP)
 TD0096'THE MARK IS AT ST.HILLARIE.
 TD0096'
 TD0096'TO REACH THE MARK GO 0.1 MI (0.2 KM) WEST ON SECOND STREET WEST FROM
 TD0096'THE JUNCTION OF SECOND STREET WEST AND TRUNK HIGHWAY 32 IN
 TD0096'ST.HILLARIE.
 TD0096'
 TD0096'IT IS 35.2 FT (10.7 M) WEST OF WEST MAIN TRACK, 25.0 FT (7.6 M) NORTH
 TD0096'OF SECOND STREET WEST, 18.6 FT (5.7 M) EAST OF EXTENDED LINE OF RED
 TD0096'LAKE AVENUE, 0.4 FT (12 CM) WEST OF A WITNESS POST.
 TD0096
 TD0096                          STATION RECOVERY (2019)
 TD0096
 TD0096'RECOVERY NOTE BY MN DEPT OF TRANSP 2019 (DAS)
 TD0096'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 SL0017 ***********************************************************************
 SL0017  DESIGNATION -  1092
 SL0017  PID         -  SL0017
 SL0017  STATE/COUNTY-  MN/RED LAKE
 SL0017  COUNTRY     -  US
 SL0017  USGS QUAD   -  MARCOUX CORNERS (2019)
 SL0017
 SL0017                         *CURRENT SURVEY CONTROL
 SL0017  ______________________________________________________________________
 SL0017* NAD 83(1986) POSITION- 47 46 27.90   (N) 096 17 18.58   (W)   HD_HELD1
 SL0017* NAVD 88 ORTHO HEIGHT -   332.655 (meters)     1091.39  (feet) POSTED
 SL0017  ______________________________________________________________________
 SL0017  GEOID HEIGHT    -        -26.980 (meters)                     GEOID18
 SL0017  DYNAMIC HEIGHT  -        332.71  (meters)     1091.6   (feet) COMP
 SL0017  MODELED GRAVITY -    980,770.9   (mgal)                       NAVD 88
 SL0017
 SL0017  VERT ORDER      -  * POSTED, SEE BELOW
 SL0017
 SL0017.The horizontal coordinates were determined by differentially corrected
 SL0017.hand held GPS observations or other comparable positioning techniques
 SL0017.and have an estimated accuracy of +/- 3 meters.
 SL0017
 SL0017.The orthometric height was determined by differential leveling
 SL0017.and adjusted by the NATIONAL GEODETIC SURVEY in 1992.
 SL0017
 SL0017.* This is a POSTED BENCH MARK height.
 SL0017
 SL0017.Significant digits in the geoid height do not necessarily reflect accuracy.
 SL0017.GEOID18 height accuracy estimate available here.
 SL0017
 SL0017.Click photographs - Photos may exist for this station.
 SL0017
 SL0017.The dynamic height is computed by dividing the NAVD 88
 SL0017.geopotential number by the normal gravity value computed on the
 SL0017.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SL0017.degrees latitude (g = 980.6199 gals.).
 SL0017
 SL0017.The modeled gravity was interpolated from observed gravity values.
 SL0017
 SL0017;                    North         East    Units  Estimated Accuracy
 SL0017;SPC MN N     -   246,608.5     561,112.9     MT  (+/- 3 meters HH1 GPS) 
 SL0017
 SL0017_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQT0313994788(NAD 83)
 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
 SL0017.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SL0017.See file dsdata.pdf to determine how the superseded data were derived.
 SL0017
 SL0017_MARKER: P = PIPE CAP
 SL0017_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 SL0017_STAMPING: 1092
 SL0017_MARK LOGO: USGS
 SL0017_MAGNETIC: P = MARKER IS A STEEL PIPE
 SL0017_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SL0017
 SL0017  HISTORY     - Date     Condition        Report By
 SL0017  HISTORY     - 1906     MONUMENTED       USGS
 SL0017  HISTORY     - 1940     GOOD             CGS
 SL0017  HISTORY     - 20100517 MARK NOT FOUND   MNDT
 SL0017
 SL0017                          STATION DESCRIPTION
 SL0017
 SL0017'DESCRIBED BY COAST AND GEODETIC SURVEY 1940
 SL0017'0.5 MI N FROM DELORME.
 SL0017'ALONG GREAT NORTHERN RAILROAD AT FARM ROAD CROSSING, 395 FEET SOUTH OF
 SL0017'MILE POST 62, 13.0 FEET SOUTH OF CENTERLINE OF FARM ROAD, 29.6 FEET
 SL0017'WEST OF WEST RAIL, 28.4 FEET NORTHEAST OF THE NORTH END OF SNOW FENCE,
 SL0017'1.2 FEET EAST OF WHITE MARKER POST.
 SL0017
 SL0017                          STATION RECOVERY (2010)
 SL0017
 SL0017'RECOVERY NOTE BY MN DEPT OF TRANSP 2010 (WAS)
 SL0017'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 QO0217 ***********************************************************************
 QO0217  DESIGNATION -  11
 QO0217  PID         -  QO0217
 QO0217  STATE/COUNTY-  MN/WASHINGTON
 QO0217  COUNTRY     -  US
 QO0217  USGS QUAD   -  STILLWATER (2019)
 QO0217
 QO0217                         *CURRENT SURVEY CONTROL
 QO0217  ______________________________________________________________________
 QO0217* NAD 83(1986) POSITION- 45 03 22.5    (N) 092 48 14.2    (W)   HD_HELD2
 QO0217* NAVD 88 ORTHO HEIGHT -   208.555 (meters)      684.23  (feet) ADJUSTED
 QO0217  ______________________________________________________________________
 QO0217  GEOID HEIGHT    -        -28.126 (meters)                     GEOID18
 QO0217  DYNAMIC HEIGHT  -        208.551 (meters)      684.22  (feet) COMP
 QO0217  MODELED GRAVITY -    980,592.6   (mgal)                       NAVD 88
 QO0217
 QO0217  VERT ORDER      -  SECOND    CLASS I
 QO0217
 QO0217.The horizontal coordinates were established by autonomous hand held GPS
 QO0217.observations and have an estimated accuracy of +/- 10 meters.
 QO0217
 QO0217.The orthometric height was determined by differential leveling and
 QO0217.adjusted by the NATIONAL GEODETIC SURVEY
 QO0217.in September 2016.
 QO0217
 QO0217.Significant digits in the geoid height do not necessarily reflect accuracy.
 QO0217.GEOID18 height accuracy estimate available here.
 QO0217
 QO0217.Click photographs - Photos may exist for this station.
 QO0217
 QO0217.The dynamic height is computed by dividing the NAVD 88
 QO0217.geopotential number by the normal gravity value computed on the
 QO0217.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QO0217.degrees latitude (g = 980.6199 gals.).
 QO0217
 QO0217.The modeled gravity was interpolated from observed gravity values.
 QO0217
 QO0217;                    North         East    Units  Estimated Accuracy
 QO0217;SPC MN S     -   329,167.      894,207.      MT  (+/- 10 meters HH2 GPS)
 QO0217
 QO0217_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWK1543789217(NAD 83)
 QO0217
 QO0217                          SUPERSEDED SURVEY CONTROL
 QO0217
 QO0217  NAVD 88 (06/15/91)  208.562  (m)          684.26   (f) SUPERSEDED  2 1
 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
 QO0217.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QO0217.See file dsdata.pdf to determine how the superseded data were derived.
 QO0217
 QO0217_MARKER: DD = SURVEY DISK
 QO0217_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 QO0217_SP_SET: BRIDGE PIER
 QO0217_STAMPING: PBM 11 ST. CROIX RIVER
 QO0217_MARK LOGO: USACE
 QO0217_MAGNETIC: N = NO MAGNETIC MATERIAL
 QO0217_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QO0217_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 QO0217+SATELLITE: SATELLITE OBSERVATIONS - March 25, 2015
 QO0217
 QO0217  HISTORY     - Date     Condition        Report By
 QO0217  HISTORY     - UNK      MONUMENTED       USACE
 QO0217  HISTORY     - 1975     GOOD             MNDT
 QO0217  HISTORY     - 20070731 GOOD             WIDT
 QO0217  HISTORY     - 20110518 GOOD             MNDT
 QO0217  HISTORY     - 20120420 GOOD             MNDT
 QO0217  HISTORY     - 20150325 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.
 QO0217
 QO0217                          STATION RECOVERY (2007)
 QO0217
 QO0217'RECOVERY NOTE BY WI DEPT OF TRANSP 2007 (EPS)
 QO0217'RECOVERED AS DESCRIBED.
 QO0217
 QO0217                          STATION RECOVERY (2011)
 QO0217
 QO0217'RECOVERY NOTE BY MN DEPT OF TRANSP 2011 (PJG)
 QO0217'IN STILLWATER, IN NORTHWEST CORNER OF TRUNK HIGHWAY 36 (CHESTNUT
 QO0217'STREET) BRIDGE 4654 OVER SAINT CROIX RIVER, 506 FT (154.2 M) EAST
 QO0217'ALONG TRUNK HIGHWAY 36  FROM THE JUNCTION OF TRUNK HIGHWAY 36 AND
 QO0217'TRUNK HIGHWAY 95 (MAIN STREET), IN THE TOP OF NORTH END OF CONCRETE
 QO0217'PIER AT WEST END OF STEEL BRIDGE SPAN, AT WEST END OF BRIDGE DECK
 QO0217'WHERE TRAFFIC CONTROL ARM PLATFORM EXTENDS NORTH, 231 FT (70.4 M) EAST
 QO0217'ALONG TRUNK HIGHWAY 36 FROM BENCH MARK PBM 12, 10.0 FT (3.0 M) BELOW
 QO0217'SIGNAL ARM UNDER METAL GRATING, 3.0 FT (0.9 M) NORTH OF SOUTH FACE OF
 QO0217'CURB, 2.0 FT (0.6 M) EAST OF EXPANSION JOINT, 0.5 FT (15 CM) NORTH OF
 QO0217'NORTH EDGE OF PIVOT PAD ON PIER 2, 1.6 FT (0.5 M) EAST OF EAST END OF
 QO0217'APPROACH SPAN PIER EAST FACE.
 QO0217
 QO0217                          STATION RECOVERY (2012)
 QO0217
 QO0217'RECOVERY NOTE BY MN DEPT OF TRANSP 2012 (KMS)
 QO0217'IN STILLWATER, IN NORTHWEST CORNER OF TRUNK HIGHWAY 36 (CHESTNUT
 QO0217'STREET) BRIDGE NUMBER 4654 OVER SAINT CROIX RIVER, 506 FT (154.2 M)
 QO0217'EAST ALONG TRUNK HIGHWAY 36  FROM THE JUNCTION OF TRUNK HIGHWAY 36 AND
 QO0217'TRUNK HIGHWAY 95 (MAIN STREET), IN THE TOP OF NORTH END OF CONCRETE
 QO0217'PIER AT WEST END OF STEEL BRIDGE SPAN, AT WEST END OF BRIDGE DECK
 QO0217'WHERE TRAFFIC CONTROL ARM PLATFORM EXTENDS NORTH, 231 FT (70.4 M) EAST
 QO0217'ALONG TRUNK HIGHWAY 36 FROM BENCH MARK PBM 12, 10.0 FT (3.0 M) BELOW
 QO0217'SIGNAL ARM UNDER METAL GRATING, 3.0 FT (0.9 M) NORTH OF SOUTH FACE OF
 QO0217'CURB, 2.0 FT (0.6 M) EAST OF EXPANSION JOINT, 0.5 FT (15 CM) NORTH OF
 QO0217'NORTH EDGE OF PIVOT PAD ON PIER 2, 1.6 FT (0.5 M) EAST OF EAST END OF
 QO0217'APPROACH SPAN PIER EAST FACE.  SET DATE UNKNOWN.
 QO0217
 QO0217                          STATION RECOVERY (2015)
 QO0217
 QO0217'RECOVERY NOTE BY MN DEPT OF TRANSP 2015 (DAS)
 QO0217'IN STILLWATER, IN NORTHWEST CORNER OF TRUNK HIGHWAY 36 (CHESTNUT
 QO0217'STREET) BRIDGE NUMBER 4654 OVER SAINT CROIX RIVER, 506 FT (154.2 M)
 QO0217'EAST ALONG TRUNK HIGHWAY 36  FROM THE JUNCTION OF TRUNK HIGHWAY 36 AND
 QO0217'TRUNK HIGHWAY 95 (MAIN STREET), IN THE TOP OF NORTH END OF CONCRETE
 QO0217'PIER AT WEST END OF STEEL BRIDGE SPAN, AT WEST END OF BRIDGE DECK
 QO0217'WHERE TRAFFIC CONTROL ARM PLATFORM EXTENDS NORTH, 231 FT (70.4 M) EAST
 QO0217'ALONG TRUNK HIGHWAY 36 FROM BENCH MARK PBM 12, 10.0 FT (3.0 M) BELOW
 QO0217'SIGNAL ARM UNDER METAL GRATING, 3.0 FT (0.9 M) NORTH OF SOUTH FACE OF
 QO0217'CURB, 2.0 FT (0.6 M) EAST OF EXPANSION JOINT, 0.5 FT (15 CM) NORTH OF
 QO0217'NORTH EDGE OF PIVOT PAD ON PIER 2, 1.6 FT (0.5 M) EAST OF EAST END OF
 QO0217'APPROACH SPAN PIER EAST FACE.  SET DATE UNKNOWN.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 QP1621 ***********************************************************************
 QP1621  DESIGNATION -  11 7
 QP1621  PID         -  QP1621
 QP1621  STATE/COUNTY-  MN/KANDIYOHI
 QP1621  COUNTRY     -  US
 QP1621  USGS QUAD   -  SOLOMON LAKE (2019)
 QP1621
 QP1621                         *CURRENT SURVEY CONTROL
 QP1621  ______________________________________________________________________
 QP1621* NAD 83(1986) POSITION- 45 08 06.4    (N) 095 01 20.1    (W)   HD_HELD2
 QP1621* NAVD 88 ORTHO HEIGHT -   350.107 (meters)     1148.64  (feet) ADJUSTED
 QP1621  ______________________________________________________________________
 QP1621  GEOID HEIGHT    -        -26.788 (meters)                     GEOID18
 QP1621  DYNAMIC HEIGHT  -        350.081 (meters)     1148.56  (feet) COMP
 QP1621  MODELED GRAVITY -    980,532.5   (mgal)                       NAVD 88
 QP1621
 QP1621  VERT ORDER      -  FIRST     CLASS II
 QP1621
 QP1621.The horizontal coordinates were established by autonomous hand held GPS
 QP1621.observations and have an estimated accuracy of +/- 10 meters.
 QP1621
 QP1621.The orthometric height was determined by differential leveling and
 QP1621.adjusted by the NATIONAL GEODETIC SURVEY
 QP1621.in June 1991.
 QP1621
 QP1621.Significant digits in the geoid height do not necessarily reflect accuracy.
 QP1621.GEOID18 height accuracy estimate available here.
 QP1621
 QP1621.Click photographs - Photos may exist for this station.
 QP1621
 QP1621.The dynamic height is computed by dividing the NAVD 88
 QP1621.geopotential number by the normal gravity value computed on the
 QP1621.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QP1621.degrees latitude (g = 980.6199 gals.).
 QP1621
 QP1621.The modeled gravity was interpolated from observed gravity values.
 QP1621
 QP1621;                    North         East    Units  Estimated Accuracy
 QP1621;SPC MN S     -   337,744.      719,592.      MT  (+/- 10 meters HH2 GPS)
 QP1621
 QP1621_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUK4099099949(NAD 83)
 QP1621
 QP1621                          SUPERSEDED SURVEY CONTROL
 QP1621
 QP1621.No superseded survey control is available for this station.
 QP1621
 QP1621_MARKER: DB = BENCH MARK DISK
 QP1621_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QP1621_STAMPING: 11-7 1981
 QP1621_MARK LOGO: MNHD
 QP1621_PROJECTION: RECESSED 8 CENTIMETERS
 QP1621_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 QP1621_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QP1621+STABILITY: SURFACE MOTION
 QP1621_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QP1621+SATELLITE: SATELLITE OBSERVATIONS - May 03, 2016
 QP1621
 QP1621  HISTORY     - Date     Condition        Report By
 QP1621  HISTORY     - 1981     MONUMENTED       MNDT
 QP1621  HISTORY     - 19900803 GOOD             NGS
 QP1621  HISTORY     - 20040706 GOOD             MNDT
 QP1621  HISTORY     - 20160503 GOOD             MNDT
 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.
 QP1621
 QP1621                          STATION RECOVERY (2004)
 QP1621
 QP1621'RECOVERY NOTE BY MN DEPT OF TRANSP 2004 (MPP)
 QP1621'RECOVERED AS DESCRIBED.
 QP1621
 QP1621                          STATION RECOVERY (2016)
 QP1621
 QP1621'RECOVERY NOTE BY MN DEPT OF TRANSP 2016 (JL)
 QP1621'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DG6559 ***********************************************************************
 DG6559  DESIGNATION -  11 DDB
 DG6559  PID         -  DG6559
 DG6559  STATE/COUNTY-  MN/LAKE OF THE WOODS
 DG6559  COUNTRY     -  US
 DG6559  USGS QUAD   -  OAKS CORNER (2019)
 DG6559
 DG6559                         *CURRENT SURVEY CONTROL
 DG6559  ______________________________________________________________________
 DG6559* NAD 83(1986) POSITION- 48 25 28.7    (N) 094 57 00.2    (W)   HD_HELD2
 DG6559* NAVD 88 ORTHO HEIGHT -   365.256 (meters)     1198.34  (feet) ADJUSTED
 DG6559  ______________________________________________________________________
 DG6559  GEOID HEIGHT    -        -28.211 (meters)                     GEOID18
 DG6559  DYNAMIC HEIGHT  -        365.342 (meters)     1198.63  (feet) COMP
 DG6559  MODELED GRAVITY -    980,833.9   (mgal)                       NAVD 88
 DG6559
 DG6559  VERT ORDER      -  SECOND    CLASS I
 DG6559
 DG6559.The horizontal coordinates were established by autonomous hand held GPS
 DG6559.observations and have an estimated accuracy of +/- 10 meters.
 DG6559
 DG6559.The orthometric height was determined by differential leveling and
 DG6559.adjusted by the NATIONAL GEODETIC SURVEY
 DG6559.in March 2005.
 DG6559
 DG6559.No vertical observational check was made to the station.
 DG6559
 DG6559.Significant digits in the geoid height do not necessarily reflect accuracy.
 DG6559.GEOID18 height accuracy estimate available here.
 DG6559
 DG6559.Click photographs - Photos may exist for this station.
 DG6559
 DG6559.The dynamic height is computed by dividing the NAVD 88
 DG6559.geopotential number by the normal gravity value computed on the
 DG6559.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DG6559.degrees latitude (g = 980.6199 gals.).
 DG6559
 DG6559.The modeled gravity was interpolated from observed gravity values.
 DG6559
 DG6559;                    North         East    Units  Estimated Accuracy
 DG6559;SPC MN N     -   315,613.      663,095.      MT  (+/- 10 meters HH2 GPS)
 DG6559
 DG6559_U.S. NATIONAL GRID SPATIAL ADDRESS: 15UUP5573565335(NAD 83)
 DG6559
 DG6559                          SUPERSEDED SURVEY CONTROL
 DG6559
 DG6559.No superseded survey control is available for this station.
 DG6559
 DG6559_MARKER: DD = SURVEY DISK
 DG6559_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 DG6559_STAMPING: 11 DDB 1973
 DG6559_MARK LOGO: USGS
 DG6559_PROJECTION: FLUSH
 DG6559_MAGNETIC: I = MARKER IS A STEEL ROD
 DG6559_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DG6559_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DG6559+SATELLITE: SATELLITE OBSERVATIONS - December 19, 2008
 DG6559
 DG6559  HISTORY     - Date     Condition        Report By
 DG6559  HISTORY     - 1973     MONUMENTED       USGS
 DG6559  HISTORY     - 20030910 GOOD             MNDT
 DG6559  HISTORY     - 20081219 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.
 DG6559
 DG6559                          STATION RECOVERY (2008)
 DG6559
 DG6559'RECOVERY NOTE BY MN DEPT OF TRANSP 2008 (MPP)
 DG6559'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DF8313 ***********************************************************************
 DF8313  HT_MOD      -  This is a Height Modernization Survey Station.
 DF8313  DESIGNATION -  11 DRL
 DF8313  PID         -  DF8313
 DF8313  STATE/COUNTY-  MN/WINONA
 DF8313  COUNTRY     -  US
 DF8313  USGS QUAD   -  ALTURA (2019)
 DF8313
 DF8313                         *CURRENT SURVEY CONTROL
 DF8313  ______________________________________________________________________
 DF8313* NAD 83(2011) POSITION- 44 03 25.68588(N) 091 52 43.56976(W)   ADJUSTED
 DF8313* NAD 83(2011) ELLIP HT-   340.139 (meters)        (06/27/12)   ADJUSTED
 DF8313* NAD 83(2011) EPOCH   -  2010.00
 DF8313* NAVD 88 ORTHO HEIGHT -   370.33  (meters)     1215.0   (feet) GPS OBS
 DF8313  ______________________________________________________________________
 DF8313  NAVD 88 orthometric height was determined with geoid model    GEOID09
 DF8313  GEOID HEIGHT    -        -30.165 (meters)                     GEOID09
 DF8313  GEOID HEIGHT    -        -30.201 (meters)                     GEOID18
 DF8313  NAD 83(2011) X  -   -150,525.295 (meters)                     COMP
 DF8313  NAD 83(2011) Y  - -4,588,840.395 (meters)                     COMP
 DF8313  NAD 83(2011) Z  -  4,412,892.613 (meters)                     COMP
 DF8313  LAPLACE CORR    -         -3.72  (seconds)                    DEFLEC18
 DF8313
 DF8313  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DF8313  Standards:
 DF8313         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DF8313            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DF8313  -------------------------------------------------------------------
 DF8313  NETWORK    0.24   0.47           0.11   0.08   0.24     -0.05726191
 DF8313  -------------------------------------------------------------------
 DF8313  Click here for local accuracies and other accuracy information.
 DF8313
 DF8313.The horizontal coordinates were established by GPS observations
 DF8313.and adjusted by the National Geodetic Survey in June 2012.
 DF8313
 DF8313.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DF8313.been affixed to the stable North American tectonic plate. See 
 DF8313.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DF8313
 DF8313.The horizontal coordinates are valid at the epoch date displayed above
 DF8313.which is a decimal equivalence of Year/Month/Day.
 DF8313
 DF8313.The orthometric height was determined by GPS observations and a
 DF8313.high-resolution geoid model using precise GPS observation and
 DF8313.processing techniques.
 DF8313
 DF8313.Significant digits in the geoid height do not necessarily reflect accuracy.
 DF8313.GEOID18 height accuracy estimate available here.
 DF8313
 DF8313.Click photographs - Photos may exist for this station.
 DF8313
 DF8313.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DF8313
 DF8313.The Laplace correction was computed from DEFLEC18 derived deflections.
 DF8313
 DF8313.The ellipsoidal height was determined by GPS observations
 DF8313.and is referenced to NAD 83.
 DF8313
 DF8313. The following values were computed from the NAD 83(2011) position.
 DF8313
 DF8313;                    North         East     Units Scale Factor Converg.
 DF8313;SPC MN S     -   219,665.340   969,945.235   MT  0.99995193   +1 29 12.6
 DF8313;SPC MN S     -   720,685.37  3,182,228.66   sFT  0.99995193   +1 29 12.6
 DF8313;UTM  15      - 4,878,829.814   589,807.557   MT  0.99969919   +0 46 47.0
 DF8313
 DF8313!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF8313!SPC MN S     -   0.99994667  x   0.99995193  =   0.99989860
 DF8313!UTM  15      -   0.99994667  x   0.99969919  =   0.99964587
 DF8313
 DF8313_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWJ8980778829(NAD 83)
 DF8313
 DF8313                          SUPERSEDED SURVEY CONTROL
 DF8313
 DF8313  NAD 83(2007)-  44 03 25.68607(N)    091 52 43.57052(W) AD(2002.00) 0
 DF8313  ELLIP H (02/10/07)  340.164  (m)                       GP(2002.00)    
 DF8313  NAD 83(1996)-  44 03 25.68586(N)    091 52 43.56989(W) AD(       ) 1
 DF8313  ELLIP H (10/06/03)  340.207  (m)                       GP(       ) 3 2
 DF8313  NAVD 88 (10/06/03)  370.3    (m)  GEOID99  model used  GPS OBS        
 DF8313
 DF8313.Superseded values are not recommended for survey control.
 DF8313
 DF8313.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF8313.See file dsdata.pdf to determine how the superseded data were derived.
 DF8313
 DF8313_MARKER: DD = SURVEY DISK
 DF8313_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 DF8313+WITH SETTING: INFORMATION.
 DF8313_STAMPING: 11 DRL 1972
 DF8313_MARK LOGO: USGS
 DF8313_PROJECTION: FLUSH
 DF8313_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 DF8313_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DF8313_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF8313+SATELLITE: SATELLITE OBSERVATIONS - December 21, 2020
 DF8313
 DF8313  HISTORY     - Date     Condition        Report By
 DF8313  HISTORY     - 19720401 MONUMENTED       USGS
 DF8313  HISTORY     - 20020401 GOOD             MNDT
 DF8313  HISTORY     - 20100609 GOOD             MNDT
 DF8313  HISTORY     - 20201221 GOOD             MNDT
 DF8313
 DF8313                          STATION DESCRIPTION
 DF8313
 DF8313'DESCRIBED BY MN DEPT OF TRANSP 2002 (WAS)
 DF8313'THE MARK WAS RECOVERED IN GOOD CONDITION AS DESCRIBED 3 MI EAST OF
 DF8313'ALTURA, 6.2 MI EAST ALONG TH 248 FROM JCT OF TH 248 AND C O RD 26   IN
 DF8313'ALTURA, TO TH 248 MP 6.65, THENCE 3.4 MI SW ALONG CO RD 2 7, 185 FT
 DF8313'WEST OF   CO RD 27, 56 FT NE OF DRIVEWAY, 0.5 FT SOUTH OF WI T POST
 DF8313
 DF8313                          STATION RECOVERY (2010)
 DF8313
 DF8313'RECOVERY NOTE BY MN DEPT OF TRANSP 2010 (WAS)
 DF8313'THE MARK WAS RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.
 DF8313'THE MARK IS 3.0 MILES SOUTHEAST OF ALTURA, 6.2 MILES EAST ALONG TRUNK
 DF8313'HIGHWAY 248 FROM THE JUNCTION OF TRUNK HIGHWAY 248 AND COUNTY ROAD 26
 DF8313'IN ALTURA TO TRUNK HIGHWAY 248 MILEPOINT 6.65, THEN 3.4 MILES
 DF8313'SOUTHWEST ALONG COUNTY ROAD 27, 185 FEET WEST OF COUNTY ROAD 27, 56
 DF8313'FEET NORTHEAST OF DRIVEWAY, 0.5 FOOT SOUTH OF WITNESS POST.
 DF8313
 DF8313                          STATION RECOVERY (2020)
 DF8313
 DF8313'RECOVERY NOTE BY MN DEPT OF TRANSP 2020 (KMS)
 DF8313'3.0 MI (4.8 KM) SOUTHEAST OF ALTURA, 6.2 MI (10.0 KM) EAST ALONG TRUNK
 DF8313'HIGHWAY 248 FROM THE JUNCTION OF TRUNK HIGHWAY 248 AND COUNTY ROAD 26
 DF8313'IN ALTURA TO TRUNK HIGHWAY 248 MILE POINT 6.65, THEN 3.4 MI (5.5 KM)
 DF8313'SOUTHWEST ALONG COUNTY ROAD 27, 185.0 FT (56.4 M) WEST OF COUNTY ROAD
 DF8313'27, 56.0 FT (17.1 M) NORTHEAST OF DRIVEWAY NUMBER 20036, 1.0 FT (0.3
 DF8313'M) SOUTH OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 QP1101 ***********************************************************************
 QP1101  DESIGNATION -  11 ES
 QP1101  PID         -  QP1101
 QP1101  STATE/COUNTY-  MN/BENTON
 QP1101  COUNTRY     -  US
 QP1101  USGS QUAD   -  LITTLE ROCK LAKE (2019)
 QP1101
 QP1101                         *CURRENT SURVEY CONTROL
 QP1101  ______________________________________________________________________
 QP1101* NAD 83(1996) POSITION- 45 37 55.56028(N) 094 07 56.26077(W)   ADJUSTED
 QP1101* NAVD 88 ORTHO HEIGHT -   333.26  (+/-2cm)     1093.4   (feet) VERTCON3
 QP1101  ______________________________________________________________________
 QP1101  GEOID HEIGHT    -        -27.041 (meters)                     GEOID18
 QP1101  LAPLACE CORR    -         -4.13  (seconds)                    DEFLEC18
 QP1101  HORZ ORDER      -  SECOND
 QP1101  VERT ORDER      -  THIRD ? (See Below)
 QP1101
 QP1101.The horizontal coordinates were established by classical geodetic methods
 QP1101.and adjusted by the National Geodetic Survey in March 1999.
 QP1101
 QP1101.The NAVD 88 height was computed by applying the VERTCON shift value to
 QP1101.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QP1101
 QP1101.Significant digits in the geoid height do not necessarily reflect accuracy.
 QP1101.GEOID18 height accuracy estimate available here.
 QP1101
 QP1101.The vertical order pertains to the NGVD 29 superseded value.
 QP1101
 QP1101.Click photographs - Photos may exist for this station.
 QP1101
 QP1101.The Laplace correction was computed from DEFLEC18 derived deflections.
 QP1101
 QP1101. The following values were computed from the NAD 83(1996) position.
 QP1101
 QP1101;                    North         East     Units Scale Factor Converg.
 QP1101;SPC MN C     -   170,263.003   809,178.051   MT  0.99999669   +0 05 06.5
 QP1101;SPC MN C     -   558,604.54  2,654,778.32   sFT  0.99999669   +0 05 06.5
 QP1101;UTM  15      - 5,053,796.056   411,744.659   MT  0.99969576   -0 48 34.2
 QP1101
 QP1101!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QP1101!SPC MN C     -   0.99995199  x   0.99999669  =   0.99994868
 QP1101!UTM  15      -   0.99995199  x   0.99969576  =   0.99964777
 QP1101
 QP1101_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL1174453796(NAD 83)
 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             333.14   (m)         1093.0    (f) LEVELING    3  
 QP1101
 QP1101.Superseded values are not recommended for survey control.
 QP1101
 QP1101.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QP1101.See file dsdata.pdf to determine how the superseded data were derived.
 QP1101
 QP1101_MARKER: DB = BENCH MARK DISK
 QP1101_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 QP1101_STAMPING: 1949 1093 3 ES 11
 QP1101_MARK LOGO: USGS
 QP1101_PROJECTION: FLUSH
 QP1101_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 QP1101_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QP1101_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QP1101+SATELLITE: SATELLITE OBSERVATIONS - August 21, 2018
 QP1101
 QP1101  HISTORY     - Date     Condition        Report By
 QP1101  HISTORY     - 1949     MONUMENTED       USGS
 QP1101  HISTORY     - 1979     GOOD             MNDT
 QP1101  HISTORY     - 20180821 GOOD             MNDT
 QP1101
 QP1101                          STATION DESCRIPTION
 QP1101
 QP1101'DESCRIBED BY US GEOLOGICAL SURVEY 1949 (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 1/4 OF
 QP1101'SEC. 1, T36N, R31W, AND ON THE PROPERTY OF MR. CARL LOVITZ.  IT IS A
 QP1101'STANDARD USGS BENCH MARK DISK STAMPED ES 11 1949, SET IN THE TOP OF A
 QP1101'5 INCH BY 5 INCH CONCRETE POST THAT PROJECTS 8 INCHES.  IT IS 31 FEET
 QP1101'NORTH OF THE CENTERLINE OF COUNTY ROAD 44, 3 FEET NORTH OF A WIRE
 QP1101'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 ROAD 4).
 QP1101'CONTINUE SOUTHWEST ON COUNTY ROAD 3 FOR 2.45 MILES TO A CROSSROAD.
 QP1101'TURN RIGHT AND GO WEST ON COUNTY ROAD 44 FOR 2.55 MILES TO A CROSSROAD
 QP1101'AND A SERVICE STATION IN THE NORTHWEST ANGLE.  CONTINUE WEST ON COUNTY
 QP1101'ROAD 44 FOR 1.1 MILES TO AN IRON BRIDGE.  CONTINUE WEST ON COUNTY ROAD
 QP1101'44 FOR 0.4 MILE TO THE MARK ON THE RIGHT JUST BEFORE REACHING A
 QP1101'CROSSROAD.
 QP1101'
 QP1101'A TRAVERSE CONNECTION WAS MADE TO TRIANGULATION STATION MAYHEW, THE
 QP1101'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.
 QP1101
 QP1101                          STATION RECOVERY (2018)
 QP1101
 QP1101'RECOVERY NOTE BY MN DEPT OF TRANSP 2018 (MAS)
 QP1101'3.5 MI (5.6 KM) NORTHEAST OF SAUK RAPIDS, 0.7 MI (1.1 KM) EAST ALONG
 QP1101'COUNTY ROAD 3 (GOLDEN SPIKE ROAD) FROM THE JUNCTION OF COUNTY ROAD 3
 QP1101'AND TRUNK HIGHWAY 10 IN SAUK RAPIDS, THEN 2.2 MI (3.5 KM) NORTH ON
 QP1101'COUNTY ROAD 1 (MAYHEW LAKE ROAD), 349.0 FT (106.4 M) EAST OF COUNTY
 QP1101'ROAD 1 (MAYHEW LAKE ROAD), 31.0 FT (9.4 M) NORTH OF COUNTY ROAD 15
 QP1101'(45TH STREET NORTHEAST), 301.36 FT (91.9 M) SOUTHEAST OF STATION
 QP1101'MAYHEW.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DK7597 ***********************************************************************
 DK7597  DESIGNATION -  11 KED
 DK7597  PID         -  DK7597
 DK7597  STATE/COUNTY-  MN/KANDIYOHI
 DK7597  COUNTRY     -  US
 DK7597  USGS QUAD   -  SUNBURG (2019)
 DK7597
 DK7597                         *CURRENT SURVEY CONTROL
 DK7597  ______________________________________________________________________
 DK7597* NAD 83(1986) POSITION- 45 20 55.10   (N) 095 08 32.11   (W)   HD_HELD1
 DK7597* NAVD 88 ORTHO HEIGHT -   375.031 (meters)     1230.41  (feet) ADJUSTED
 DK7597  ______________________________________________________________________
 DK7597  GEOID HEIGHT    -        -26.645 (meters)                     GEOID18
 DK7597  DYNAMIC HEIGHT  -        375.006 (meters)     1230.33  (feet) COMP
 DK7597  MODELED GRAVITY -    980,538.1   (mgal)                       NAVD 88
 DK7597
 DK7597  VERT ORDER      -  SECOND    CLASS I
 DK7597
 DK7597.The horizontal coordinates were determined by differentially corrected
 DK7597.hand held GPS observations or other comparable positioning techniques
 DK7597.and have an estimated accuracy of +/- 3 meters.
 DK7597
 DK7597.The orthometric height was determined by differential leveling and
 DK7597.adjusted by the NATIONAL GEODETIC SURVEY
 DK7597.in April 2009.
 DK7597
 DK7597.Significant digits in the geoid height do not necessarily reflect accuracy.
 DK7597.GEOID18 height accuracy estimate available here.
 DK7597
 DK7597.Click photographs - Photos may exist for this station.
 DK7597
 DK7597.The dynamic height is computed by dividing the NAVD 88
 DK7597.geopotential number by the normal gravity value computed on the
 DK7597.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK7597.degrees latitude (g = 980.6199 gals.).
 DK7597
 DK7597.The modeled gravity was interpolated from observed gravity values.
 DK7597
 DK7597;                    North         East    Units  Estimated Accuracy
 DK7597;SPC MN S     -   361,598.0     710,484.9     MT  (+/- 3 meters HH1 GPS) 
 DK7597
 DK7597_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUL3218523913(NAD 83)
 DK7597
 DK7597                          SUPERSEDED SURVEY CONTROL
 DK7597
 DK7597.No superseded survey control is available for this station.
 DK7597
 DK7597_MARKER: DD = SURVEY DISK
 DK7597_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DK7597_STAMPING: 11 KED 1965
 DK7597_MARK LOGO: USGS
 DK7597_PROJECTION: FLUSH
 DK7597_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 DK7597_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DK7597+STABILITY: SURFACE MOTION
 DK7597_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DK7597+SATELLITE: SATELLITE OBSERVATIONS - July 29, 2008
 DK7597
 DK7597  HISTORY     - Date     Condition        Report By
 DK7597  HISTORY     - 19650401 MONUMENTED       USGS
 DK7597  HISTORY     - 20051219 GOOD             MNDT
 DK7597  HISTORY     - 20080729 GOOD             MNDT
 DK7597
 DK7597                          STATION DESCRIPTION
 DK7597
 DK7597'DESCRIBED BY MN DEPT OF TRANSP 2005 (DAS)
 DK7597'THE MARK IS 10.5 MI (16.9 KM) SOUTH AND 1.0 MI (1.6 KM) WEST OF
 DK7597'BROOTEN, AT TRUNK HIGHWAY 9 MILE POINT 12.03, 80 FT (24.4 M) SOUTH OF
 DK7597'TRUNK HIGHWAY 9 AT COUNTY ROAD 1 NORTH, 2.5 FT (0.8 M) NORTH-NORTHWEST
 DK7597'OF POWER POLE, 1.0 FT (0.3 M) NORTH OF A WITNESS POST.
 DK7597
 DK7597                          STATION RECOVERY (2008)
 DK7597
 DK7597'RECOVERY NOTE BY MN DEPT OF TRANSP 2008 (MPP)
 DK7597'4.5 MI (7.2 KM) EAST OF SUNBURG, 4.5 MI (7.2 KM) EAST ALONG TRUNK
 DK7597'HIGHWAY 9  FROM THE JUNCTION OF TRUNK HIGHWAY 9 AND COUNTY ROAD 7 IN
 DK7597'SUNBURG, AT TRUNK HIGHWAY 9 MILE POINT 12.03, 80 FT (24.4 M) SOUTH OF
 DK7597'TRUNK HIGHWAY 9 AT COUNTY ROAD 1 NORTH, 2.5 FT (0.8 M) NORTH-NORTHWEST
 DK7597'OF POWER POLE, 1.0 FT (0.3 M) NORTH OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 SL0066 ***********************************************************************
 SL0066  DESIGNATION -  11 KEE
 SL0066  PID         -  SL0066
 SL0066  STATE/COUNTY-  MN/RED LAKE
 SL0066  COUNTRY     -  US
 SL0066  USGS QUAD   -  PLUMMER (2019)
 SL0066
 SL0066                         *CURRENT SURVEY CONTROL
 SL0066  ______________________________________________________________________
 SL0066* NAD 83(1986) POSITION- 47 52 33.69   (N) 096 00 35.07   (W)   HD_HELD1
 SL0066* NAVD 88 ORTHO HEIGHT -   347.539 (meters)     1140.22  (feet) ADJUSTED
 SL0066  ______________________________________________________________________
 SL0066  GEOID HEIGHT    -        -27.205 (meters)                     GEOID18
 SL0066  DYNAMIC HEIGHT  -        347.598 (meters)     1140.41  (feet) COMP
 SL0066  MODELED GRAVITY -    980,773.0   (mgal)                       NAVD 88
 SL0066
 SL0066  VERT ORDER      -  SECOND    CLASS I
 SL0066
 SL0066.The horizontal coordinates were determined by differentially corrected
 SL0066.hand held GPS observations or other comparable positioning techniques
 SL0066.and have an estimated accuracy of +/- 3 meters.
 SL0066
 SL0066.The orthometric height was determined by differential leveling and
 SL0066.adjusted by the NATIONAL GEODETIC SURVEY
 SL0066.in August 2019.
 SL0066
 SL0066.Significant digits in the geoid height do not necessarily reflect accuracy.
 SL0066.GEOID18 height accuracy estimate available here.
 SL0066
 SL0066.Click photographs - Photos may exist for this station.
 SL0066
 SL0066.The dynamic height is computed by dividing the NAVD 88
 SL0066.geopotential number by the normal gravity value computed on the
 SL0066.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SL0066.degrees latitude (g = 980.6199 gals.).
 SL0066
 SL0066.The modeled gravity was interpolated from observed gravity values.
 SL0066
 SL0066;                    North         East    Units  Estimated Accuracy
 SL0066;SPC MN N     -   257,073.1     582,412.3     MT  (+/- 3 meters HH1 GPS) 
 SL0066
 SL0066_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQU2358306850(NAD 83)
 SL0066
 SL0066                          SUPERSEDED SURVEY CONTROL
 SL0066
 SL0066  NAVD 88 (06/15/91)  347.576  (m)         1140.34   (f) SUPERSEDED  2 1
 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
 SL0066.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SL0066.See file dsdata.pdf to determine how the superseded data were derived.
 SL0066
 SL0066_MARKER: DD = SURVEY DISK
 SL0066_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SL0066_STAMPING: 11 KEE 1963
 SL0066_MARK LOGO: USGS
 SL0066_PROJECTION: PROJECTING 5 CENTIMETERS
 SL0066_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT
 SL0066_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SL0066+STABILITY: SURFACE MOTION
 SL0066_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 SL0066+SATELLITE: SATELLITE OBSERVATIONS - June 25, 2012
 SL0066
 SL0066  HISTORY     - Date     Condition        Report By
 SL0066  HISTORY     - 19630401 MONUMENTED       USGS
 SL0066  HISTORY     - 1977     GOOD             MNDT
 SL0066  HISTORY     - 20080507 GOOD             MNDT
 SL0066  HISTORY     - 20110401 GOOD             MNDT
 SL0066  HISTORY     - 20120625 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, T151N, R42W.
 SL0066
 SL0066                          STATION RECOVERY (2008)
 SL0066
 SL0066'RECOVERY NOTE BY MN DEPT OF TRANSP 2008 (RJA)
 SL0066'THE MARK IS LOCATED ABOUT 6.5 MI (10.5 KM) EAST-NORTHEAST OF
 SL0066'TERREBONNE, 4.3 MI (6.9 KM) NORTH OF BROOKS AND 2.9 MI (4.7 KM)
 SL0066'SOUTH-SOUTHEAST OF PLUMMER.
 SL0066'
 SL0066'TO REACH TO THE MARK GO 2.85 MI (4.6 KM) SOUTHEAST OF PLUMMER, 0.45 MI
 SL0066'(0.7 KM) EAST ON TOWNSHIP ROAD FROM THE JUNCTION OF TOWNSHIP ROAD AND
 SL0066'TRUNK HIGHWAY 59, 192 FT (58.5 M) SOUTH OF EAST-WEST TOWNSHIP ROAD, 51
 SL0066'FT (15.5 M) EAST OF NORTH-SOUTH TOWNSHIP ROAD, 0.4 FT (0.1 M) WEST OF
 SL0066'A WITNESS POST
 SL0066
 SL0066                          STATION RECOVERY (2011)
 SL0066
 SL0066'RECOVERY NOTE BY MN DEPT OF TRANSP 2011 (MPP)
 SL0066'2.85 MI (4.6 KM) SOUTHEAST OF PLUMMER, 0.45 MI (0.7 KM) EAST ON
 SL0066'TOWNSHIP ROAD FROM THE JUNCTION OF TOWNSHIP ROAD AND TRUNK HIGHWAY 59,
 SL0066'192 FT (58.5 M) SOUTH OF EAST-WEST TOWNSHIP ROAD, 51 FT (15.5 M) EAST
 SL0066'OF NORTH-SOUTH TOWNSHIP ROAD, 0.4 FT (12 CM) WEST OF A WITNESS POST.
 SL0066
 SL0066                          STATION RECOVERY (2012)
 SL0066
 SL0066'RECOVERY NOTE BY MN DEPT OF TRANSP 2012 (KMS)
 SL0066'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 AH6967 ***********************************************************************
 AH6967  DESIGNATION -  11 LMT
 AH6967  PID         -  AH6967
 AH6967  STATE/COUNTY-  MN/CASS
 AH6967  COUNTRY     -  US
 AH6967  USGS QUAD   -  ROOSEVELT LAKE (2019)
 AH6967
 AH6967                         *CURRENT SURVEY CONTROL
 AH6967  ______________________________________________________________________
 AH6967* NAD 83(1986) POSITION- 46 48 41.     (N) 093 56 45.     (W)   SCALED
 AH6967* NAVD 88 ORTHO HEIGHT -   391.007 (meters)     1282.83  (feet) ADJUSTED
 AH6967  ______________________________________________________________________
 AH6967  GEOID HEIGHT    -        -28.273 (meters)                     GEOID18
 AH6967  DYNAMIC HEIGHT  -        391.030 (meters)     1282.90  (feet) COMP
 AH6967  MODELED GRAVITY -    980,661.9   (mgal)                       NAVD 88
 AH6967
 AH6967  VERT ORDER      -  SECOND    CLASS I
 AH6967
 AH6967.The horizontal coordinates were scaled from a map and have
 AH6967.an estimated accuracy of +/- 6 seconds.
 AH6967
 AH6967.The orthometric height was determined by differential leveling and
 AH6967.adjusted by the NATIONAL GEODETIC SURVEY
 AH6967.in August 2006.
 AH6967
 AH6967.Significant digits in the geoid height do not necessarily reflect accuracy.
 AH6967.GEOID18 height accuracy estimate available here.
 AH6967
 AH6967.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVM278846(NAD 83)
 AH6967
 AH6967                          SUPERSEDED SURVEY CONTROL
 AH6967
 AH6967  NAVD 88 (09/27/00)  391.006  (m)         1282.83   (f) SUPERSEDED  2 1
 AH6967
 AH6967.Superseded values are not recommended for survey control.
 AH6967
 AH6967.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH6967.See file dsdata.pdf to determine how the superseded data were derived.
 AH6967
 AH6967_MARKER: DB = BENCH MARK DISK
 AH6967_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 AH6967_STAMPING: 11 LMT 1969
 AH6967_MARK LOGO: USGS
 AH6967_PROJECTION: FLUSH
 AH6967_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AH6967_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AH6967_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AH6967+SATELLITE: SATELLITE OBSERVATIONS - October 24, 2022
 AH6967
 AH6967  HISTORY     - Date     Condition        Report By
 AH6967  HISTORY     - 1969     MONUMENTED       USGS
 AH6967  HISTORY     - 19940804 GOOD             MNDT
 AH6967  HISTORY     - 20190807 GOOD             MNDT
 AH6967  HISTORY     - 20221024 GOOD             MNDT
 AH6967  HISTORY     - 20230601 MARK NOT FOUND   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.
 AH6967
 AH6967                          STATION RECOVERY (2019)
 AH6967
 AH6967'RECOVERY NOTE BY MN DEPT OF TRANSP 2019 (DAS)
 AH6967'RECOVERED IN GOOD CONDITION.
 AH6967
 AH6967                          STATION RECOVERY (2022)
 AH6967
 AH6967'RECOVERY NOTE BY MN DEPT OF TRANSP 2022 (DAS)
 AH6967'RECOVERED IN GOOD CONDITION.
 AH6967'
 AH6967'NOTE-144.0 FT (43.5 M) SOUTHWEST OF THE JUNCTION OF TRUNK HIGHWAY 6
 AH6967'AND PEPPIN LANE NORTHEAST AND 3.2 FT (1.0 M) NORTH-NORTHEAST OF A
 AH6967'POWER POLE NUMBER 126668.
 AH6967
 AH6967                          STATION RECOVERY (2023)
 AH6967
 AH6967'RECOVERY NOTE BY MN DEPT OF TRANSP 2023 (RMJ)
 AH6967'AFTER A THOROUGH FIELD SEARCH MARK WAS NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DP6760 ***********************************************************************
 DP6760  DESIGNATION -  11 LMT
 DP6760  PID         -  DP6760
 DP6760  STATE/COUNTY-  MN/MOWER
 DP6760  COUNTRY     -  US
 DP6760  USGS QUAD   -  GRAND MEADOW (2019)
 DP6760
 DP6760                         *CURRENT SURVEY CONTROL
 DP6760  ______________________________________________________________________
 DP6760* NAD 83(1986) POSITION- 43 43 29.4    (N) 092 30 34.2    (W)   HD_HELD2
 DP6760* NAVD 88 ORTHO HEIGHT -   402.395 (meters)     1320.19  (feet) ADJUSTED
 DP6760  ______________________________________________________________________
 DP6760  GEOID HEIGHT    -        -29.882 (meters)                     GEOID18
 DP6760  DYNAMIC HEIGHT  -        402.304 (meters)     1319.89  (feet) COMP
 DP6760  MODELED GRAVITY -    980,381.1   (mgal)                       NAVD 88
 DP6760
 DP6760  VERT ORDER      -  SECOND    CLASS I
 DP6760
 DP6760.The horizontal coordinates were established by autonomous hand held GPS
 DP6760.observations and have an estimated accuracy of +/- 10 meters.
 DP6760
 DP6760.The orthometric height was determined by differential leveling and
 DP6760.adjusted by the NATIONAL GEODETIC SURVEY
 DP6760.in June 2015.
 DP6760
 DP6760.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP6760.GEOID18 height accuracy estimate available here.
 DP6760
 DP6760.Click photographs - Photos may exist for this station.
 DP6760
 DP6760.The dynamic height is computed by dividing the NAVD 88
 DP6760.geopotential number by the normal gravity value computed on the
 DP6760.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP6760.degrees latitude (g = 980.6199 gals.).
 DP6760
 DP6760.The modeled gravity was interpolated from observed gravity values.
 DP6760
 DP6760;                    North         East    Units  Estimated Accuracy
 DP6760;SPC MN S     -   181,634.      920,093.      MT  (+/- 10 meters HH2 GPS)
 DP6760
 DP6760_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWJ3950641428(NAD 83)
 DP6760
 DP6760                          SUPERSEDED SURVEY CONTROL
 DP6760
 DP6760.No superseded survey control is available for this station.
 DP6760
 DP6760_MARKER: DB = BENCH MARK DISK
 DP6760_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DP6760_STAMPING: 1320 11 LMT 1963
 DP6760_MARK LOGO: USGS
 DP6760_PROJECTION: FLUSH
 DP6760_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DP6760_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DP6760+STABILITY: SURFACE MOTION
 DP6760_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP6760+SATELLITE: SATELLITE OBSERVATIONS - July 15, 2024
 DP6760
 DP6760  HISTORY     - Date     Condition        Report By
 DP6760  HISTORY     - 19630401 MONUMENTED       USGS
 DP6760  HISTORY     - 20130417 GOOD             MNDT
 DP6760  HISTORY     - 20240715 GOOD             MNDT
 DP6760
 DP6760                          STATION DESCRIPTION
 DP6760
 DP6760'DESCRIBED BY MN DEPT OF TRANSP 2013 (KMS)
 DP6760'THE STATION IS LOCATED ABOUT 8.5 MI (13.7 KM) SOUTH-SOUTHEAST OF HIGH
 DP6760'FOREST, 6.6 MI (10.6 KM) WEST-NORTHWEST OF SPRING VALLEY AND 3.4 MI
 DP6760'(5.5 KM) EAST-NORTHEAST OF GRAND MEADOW.
 DP6760'
 DP6760'3.2 MILES NORTHEAST OF GRAND MEADOW, 3.0 MI (4.8 KM) EAST ALONG TRUNK
 DP6760'HIGHWAY 16 FROM THE JUNCTION TRUNK HIGHWAY 16 AND COUNTY ROAD 8 INCH
 DP6760'(20 CM) GRAND MEADOW, THEN 1.0 MI (1.6 KM) NORTH ON 770TH AVENUE.
 DP6760'
 DP6760'IT IS 65 FT (19.8 M) SOUTH OF 255TH STREET, 35 FT (10.7 M) WEST OF
 DP6760'770TH AVENUE, 1.0 FT (0.3 M) EAST OF A FENCE, 30.5 FT (9.3 M) SOUTH OF
 DP6760'BURIED CABLE POST AND WITNESS SIGN.
 DP6760
 DP6760                          STATION RECOVERY (2024)
 DP6760
 DP6760'RECOVERY NOTE BY MN DEPT OF TRANSP 2024 (RMJ)
 DP6760'3.2 MI (5.1 KM) NORTHEAST OF GRAND MEADOW, 3.0 MI (4.8 KM) EAST ALONG
 DP6760'TRUNK HIGHWAY 16 FROM THE JUNCTION OF TRUNK HIGHWAY 16 AND COUNTY ROAD
 DP6760'8 IN GRAND MEADOW, THEN 1.0 MI (1.6 KM) NORTH ON 770TH AVENUE, 65.0 FT
 DP6760'(19.8 M) SOUTH OF 255TH STREET, 35.0 FT (10.7 M) WEST OF 770TH AVENUE,
 DP6760'1.0 FT (0.3 M) EAST OF A FENCE, 30.5 FT (9.3 M) SOUTH OF A BURIED
 DP6760'CABLE POST AND A WITNESS SIGN.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DQ3951 ***********************************************************************
 DQ3951  DESIGNATION -  11 LMT
 DQ3951  PID         -  DQ3951
 DQ3951  STATE/COUNTY-  MN/RENVILLE
 DQ3951  COUNTRY     -  US
 DQ3951  USGS QUAD   -  RENVILLE (2019)
 DQ3951
 DQ3951                         *CURRENT SURVEY CONTROL
 DQ3951  ______________________________________________________________________
 DQ3951* NAD 83(1986) POSITION- 44 46 27.     (N) 095 14 20.     (W)   SCALED
 DQ3951* NAVD 88 ORTHO HEIGHT -   321.038 (meters)     1053.27  (feet) ADJUSTED
 DQ3951  ______________________________________________________________________
 DQ3951  GEOID HEIGHT    -        -27.151 (meters)                     GEOID18
 DQ3951  DYNAMIC HEIGHT  -        321.000 (meters)     1053.15  (feet) COMP
 DQ3951  MODELED GRAVITY -    980,491.9   (mgal)                       NAVD 88
 DQ3951
 DQ3951  VERT ORDER      -  SECOND    CLASS I
 DQ3951
 DQ3951.The horizontal coordinates were scaled from a map and have
 DQ3951.an estimated accuracy of +/- 6 seconds.
 DQ3951
 DQ3951.The orthometric height was determined by differential leveling and
 DQ3951.adjusted by the NATIONAL GEODETIC SURVEY
 DQ3951.in June 2017.
 DQ3951
 DQ3951.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ3951.GEOID18 height accuracy estimate available here.
 DQ3951
 DQ3951.Click photographs - Photos may exist for this station.
 DQ3951
 DQ3951.The dynamic height is computed by dividing the NAVD 88
 DQ3951.geopotential number by the normal gravity value computed on the
 DQ3951.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ3951.degrees latitude (g = 980.6199 gals.).
 DQ3951
 DQ3951.The modeled gravity was interpolated from observed gravity values.
 DQ3951
 DQ3951;                    North         East    Units  Estimated Accuracy
 DQ3951;SPC MN S     -   297,870.      701,950.      MT  (+/- 180 meters Scaled)
 DQ3951
 DQ3951_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUK228603(NAD 83)
 DQ3951
 DQ3951                          SUPERSEDED SURVEY CONTROL
 DQ3951
 DQ3951.No superseded survey control is available for this station.
 DQ3951
 DQ3951_MARKER: DD = SURVEY DISK
 DQ3951_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 DQ3951_STAMPING: 1053 11 LMT 1964
 DQ3951_MARK LOGO: USGS
 DQ3951_PROJECTION: RECESSED 10 CENTIMETERS
 DQ3951_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DQ3951_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DQ3951_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ3951+SATELLITE: SATELLITE OBSERVATIONS - March 28, 2016
 DQ3951
 DQ3951  HISTORY     - Date     Condition        Report By
 DQ3951  HISTORY     - 19640401 MONUMENTED       USGS
 DQ3951  HISTORY     - 20160328 GOOD             MNDT
 DQ3951
 DQ3951                          STATION DESCRIPTION
 DQ3951
 DQ3951'DESCRIBED BY MN DEPT OF TRANSP 2016 (SVS)
 DQ3951'THE MARK IS LOCATED ABOUT 1.7 MI (2.7 KM) SOUTHWEST OF RENVILLE.
 DQ3951'
 DQ3951'TO REACH THE MARK GO 1.35 MI (2.17 KM) WEST ALONG TRUNK HIGHWAY 212
 DQ3951'FROM THE JUNCTION OF TRUNK HIGHWAY 212 AND MAIN STREET IN RENVILLE TO
 DQ3951'TRUNK HIGHWAY 212 MILE POINT 64.6, THEN 1.0 MI (1.6 KM) SOUTH ON 220TH
 DQ3951'STREET.
 DQ3951'
 DQ3951'THE MARK IS LOCATED 36.5 FT (11.1 M) SOUTH OF 820TH AVENUE, 29.5 FT
 DQ3951'(9.0 M) WEST OF 220TH STREET, 1.2 FT (0.4 M) NORTH OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DH4013 ***********************************************************************
 DH4013  DESIGNATION -  11 RB
 DH4013  PID         -  DH4013
 DH4013  STATE/COUNTY-  MN/POPE
 DH4013  COUNTRY     -  US
 DH4013  USGS QUAD   -  TERRACE (2019)
 DH4013
 DH4013                         *CURRENT SURVEY CONTROL
 DH4013  ______________________________________________________________________
 DH4013* NAD 83(2011) POSITION- 45 35 06.05076(N) 095 21 54.68641(W)   ADJUSTED
 DH4013* NAD 83(2011) ELLIP HT-   380.461 (meters)        (06/27/12)   ADJUSTED
 DH4013* NAD 83(2011) EPOCH   -  2010.00
 DH4013* NAVD 88 ORTHO HEIGHT -   406.607 (meters)     1334.01  (feet) ADJUSTED
 DH4013  ______________________________________________________________________
 DH4013  GEOID HEIGHT    -        -26.153 (meters)                     GEOID18
 DH4013  NAD 83(2011) X  -   -418,114.656 (meters)                     COMP
 DH4013  NAD 83(2011) Y  - -4,452,058.777 (meters)                     COMP
 DH4013  NAD 83(2011) Z  -  4,533,358.623 (meters)                     COMP
 DH4013  LAPLACE CORR    -         -0.59  (seconds)                    DEFLEC18
 DH4013  DYNAMIC HEIGHT  -        406.593 (meters)     1333.96  (feet) COMP
 DH4013  MODELED GRAVITY -    980,569.6   (mgal)                       NAVD 88
 DH4013
 DH4013  VERT ORDER      -  SECOND    CLASS I
 DH4013
 DH4013  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DH4013  Standards:
 DH4013         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DH4013            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DH4013  -------------------------------------------------------------------
 DH4013  NETWORK    0.35   0.51           0.16   0.12   0.26     -0.05647812
 DH4013  -------------------------------------------------------------------
 DH4013  Click here for local accuracies and other accuracy information.
 DH4013
 DH4013.The horizontal coordinates were established by GPS observations
 DH4013.and adjusted by the National Geodetic Survey in June 2012.
 DH4013
 DH4013.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DH4013.been affixed to the stable North American tectonic plate. See 
 DH4013.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DH4013
 DH4013.The horizontal coordinates are valid at the epoch date displayed above
 DH4013.which is a decimal equivalence of Year/Month/Day.
 DH4013
 DH4013.The orthometric height was determined by differential leveling and
 DH4013.adjusted by the NATIONAL GEODETIC SURVEY
 DH4013.in February 2018.
 DH4013
 DH4013.Significant digits in the geoid height do not necessarily reflect accuracy.
 DH4013.GEOID18 height accuracy estimate available here.
 DH4013
 DH4013.Click photographs - Photos may exist for this station.
 DH4013
 DH4013.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH4013
 DH4013.The Laplace correction was computed from DEFLEC18 derived deflections.
 DH4013
 DH4013.The ellipsoidal height was determined by GPS observations
 DH4013.and is referenced to NAD 83.
 DH4013
 DH4013.The dynamic height is computed by dividing the NAVD 88
 DH4013.geopotential number by the normal gravity value computed on the
 DH4013.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH4013.degrees latitude (g = 980.6199 gals.).
 DH4013
 DH4013.The modeled gravity was interpolated from observed gravity values.
 DH4013
 DH4013. The following values were computed from the NAD 83(2011) position.
 DH4013
 DH4013;                    North         East     Units Scale Factor Converg.
 DH4013;SPC MN C     -   165,635.544   712,972.389   MT  1.00000701   -0 48 24.2
 DH4013;SPC MN C     -   543,422.61  2,339,143.58   sFT  1.00000701   -0 48 24.2
 DH4013;UTM  15      - 5,050,662.341   315,494.510   MT  1.00001855   -1 41 23.7
 DH4013
 DH4013!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH4013!SPC MN C     -   0.99994036  x   1.00000701  =   0.99994737
 DH4013!UTM  15      -   0.99994036  x   1.00001855  =   0.99995891
 DH4013
 DH4013_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUL1549450662(NAD 83)
 DH4013
 DH4013                          SUPERSEDED SURVEY CONTROL
 DH4013
 DH4013  NAD 83(2007)-  45 35 06.05074(N)    095 21 54.68750(W) AD(2002.00) 0
 DH4013  ELLIP H (02/10/07)  380.497  (m)                       GP(2002.00)    
 DH4013  NAD 83(1996)-  45 35 06.05031(N)    095 21 54.68712(W) AD(       ) 1
 DH4013  ELLIP H (05/31/05)  380.523  (m)                       GP(       ) 4 1
 DH4013  NAVD 88 (08/27/10)  406.61   (m)  UNKNOWN  model used  GPS OBS        
 DH4013  NAVD 88 (05/31/05)  406.6    (m)  GEOID03  model used  GPS OBS        
 DH4013
 DH4013.Superseded values are not recommended for survey control.
 DH4013
 DH4013.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH4013.See file dsdata.pdf to determine how the superseded data were derived.
 DH4013
 DH4013_MARKER: DD = SURVEY DISK
 DH4013_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH4013_STAMPING: 11 RB 1966
 DH4013_MARK LOGO: USGS
 DH4013_PROJECTION: PROJECTING 5 CENTIMETERS
 DH4013_MAGNETIC: R = STEEL ROD 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 - June 03, 2025
 DH4013
 DH4013  HISTORY     - Date     Condition        Report By
 DH4013  HISTORY     - 19660401 MONUMENTED       USGS
 DH4013  HISTORY     - 20071011 GOOD             MNDT
 DH4013  HISTORY     - 20150929 GOOD             MNDT
 DH4013  HISTORY     - 20191121 GOOD             MNDT
 DH4013  HISTORY     - 20250603 GOOD             MNDT
 DH4013
 DH4013                          STATION DESCRIPTION
 DH4013
 DH4013'DESCRIBED BY US GEOLOGICAL SURVEY 1966 (RB)
 DH4013'4.5 MILES SOUTH OF GLENWOOD, 0.35 MILES SOUTHEAST ALONG TRUNK HIGHWAY
 DH4013'55 FROM THE JUNCTION OF TRUNK HIGHWAY 55 AND TRUNK HIGHWAY 28 AT
 DH4013'GLENWOOD, THEN 200 FEET WEST ON PARK ROAD, THEN 4.10 MILES SOUTH ON
 DH4013'COUNTY ROAD 21, THAN 0.05 MILES EAST ON COUNTY ROAD 18, 49 FEET SOUTH
 DH4013'AND 66 FEET WEST OF EAST-WEST ROAD AT FIELD ENTRANCE SOUTH, 0.1 MILES
 DH4013'EAST OF TEE ROAD NORTH (COUNTY ROAD 21), 4.5 FEET EAST-NORTHEAST OF
 DH4013'POWER POLE, 1.0 FEET NORTH OF WITNESS POST
 DH4013
 DH4013                          STATION RECOVERY (2007)
 DH4013
 DH4013'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (MPP)
 DH4013'THE MARK IS 5.7 MI (9.2 KM) WEST OF SEDAN, 5.6 MI (9.0 KM)
 DH4013'NORTH-NORTHWEST OF TERRACE AND 4.7 MI (7.6 KM) SOUTH-SOUTHEAST OF
 DH4013'GLENWOOD., 0.35 MILE SOUTHEAST ALONG TRUNK HIGHWAY 55 FROM THE
 DH4013'JUNCTION OF TRUNK HIGHWAY 55 AND TRUNK HIGHWAY 28 AT GLENWOOD, THEN
 DH4013'200 FEET WEST ALONG PARK ROAD TO JUNCTION OF PARK ROAD AND COUNTY ROAD
 DH4013'21, THEN 4.1 MILES SOUTH ALONG COUNTY ROAD 21 TO JUNCTION OF COUNTY
 DH4013'ROAD 21 AND COUNTY ROAD 18, THEN 0.05 MILE EAST ALONG COUNTY ROAD 18,
 DH4013'0.1 MILE EAST OF TEE-ROAD NORTH (COUNTY ROAD 21)  54.6 SOUTH OF COUNTY
 DH4013'ROAD 18, 47.0 FEET EAST OF FIELD ENTRANCE, 5.5 FEET EAST-NORTHEAST OF
 DH4013'POWER POLE, 1.0 FOOT NORTH OF WITNESS POST.
 DH4013
 DH4013                          STATION RECOVERY (2015)
 DH4013
 DH4013'RECOVERY NOTE BY MN DEPT OF TRANSP 2015 (KMS)
 DH4013'RECOVERED AS DESCRIBED.
 DH4013
 DH4013                          STATION RECOVERY (2019)
 DH4013
 DH4013'RECOVERY NOTE BY MN DEPT OF TRANSP 2019 (KMS)
 DH4013'RECOVERED IN GOOD CONDITION.
 DH4013
 DH4013                          STATION RECOVERY (2025)
 DH4013
 DH4013'RECOVERY NOTE BY MN DEPT OF TRANSP 2025 (KMS)
 DH4013'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DL4799 ***********************************************************************
 DL4799  HT_MOD      -  This is a Height Modernization Survey Station.
 DL4799  DESIGNATION -  11 RLB
 DL4799  PID         -  DL4799
 DL4799  STATE/COUNTY-  MN/HOUSTON
 DL4799  COUNTRY     -  US
 DL4799  USGS QUAD   -  WILMINGTON (2019)
 DL4799
 DL4799                         *CURRENT SURVEY CONTROL
 DL4799  ______________________________________________________________________
 DL4799* NAD 83(2011) POSITION- 43 30 02.52185(N) 091 36 32.85762(W)   ADJUSTED
 DL4799* NAD 83(2011) ELLIP HT-   347.456 (meters)        (06/27/12)   ADJUSTED
 DL4799* NAD 83(2011) EPOCH   -  2010.00
 DL4799* NAVD 88 ORTHO HEIGHT -   377.85  (meters)     1239.7   (feet) GPS OBS
 DL4799  ______________________________________________________________________
 DL4799  NAVD 88 orthometric height was determined with geoid model    GEOID03
 DL4799  GEOID HEIGHT    -        -30.293 (meters)                     GEOID03
 DL4799  GEOID HEIGHT    -        -30.388 (meters)                     GEOID18
 DL4799  NAD 83(2011) X  -   -130,129.322 (meters)                     COMP
 DL4799  NAD 83(2011) Y  - -4,632,263.358 (meters)                     COMP
 DL4799  NAD 83(2011) Z  -  4,368,257.396 (meters)                     COMP
 DL4799  LAPLACE CORR    -         -4.37  (seconds)                    DEFLEC18
 DL4799
 DL4799  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DL4799  Standards:
 DL4799         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DL4799            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DL4799  -------------------------------------------------------------------
 DL4799  NETWORK    0.56   0.69           0.26   0.18   0.35     -0.09523558
 DL4799  -------------------------------------------------------------------
 DL4799  Click here for local accuracies and other accuracy information.
 DL4799
 DL4799.The horizontal coordinates were established by GPS observations
 DL4799.and adjusted by the National Geodetic Survey in June 2012.
 DL4799
 DL4799.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DL4799.been affixed to the stable North American tectonic plate. See 
 DL4799.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DL4799
 DL4799.The horizontal coordinates are valid at the epoch date displayed above
 DL4799.which is a decimal equivalence of Year/Month/Day.
 DL4799
 DL4799.The orthometric height was determined by GPS observations and a
 DL4799.high-resolution geoid model using precise GPS observation and
 DL4799.processing techniques.
 DL4799
 DL4799.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL4799.GEOID18 height accuracy estimate available here.
 DL4799
 DL4799.Click photographs - Photos may exist for this station.
 DL4799
 DL4799.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DL4799
 DL4799.The Laplace correction was computed from DEFLEC18 derived deflections.
 DL4799
 DL4799.The ellipsoidal height was determined by GPS observations
 DL4799.and is referenced to NAD 83.
 DL4799
 DL4799. The following values were computed from the NAD 83(2011) position.
 DL4799
 DL4799;                    North         East     Units Scale Factor Converg.
 DL4799;SPC MN S     -   158,463.420   993,350.206   MT  1.00007320   +1 40 33.0
 DL4799;SPC MN S     -   519,892.07  3,259,016.47   sFT  1.00007320   +1 40 33.0
 DL4799;UTM  15      - 4,817,358.753   612,443.481   MT  0.99975552   +0 57 27.1
 DL4799
 DL4799!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DL4799!SPC MN S     -   0.99994552  x   1.00007320  =   1.00001871
 DL4799!UTM  15      -   0.99994552  x   0.99975552  =   0.99970105
 DL4799
 DL4799_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXJ1244317358(NAD 83)
 DL4799
 DL4799                          SUPERSEDED SURVEY CONTROL
 DL4799
 DL4799  NAD 83(2007)-  43 30 02.52203(N)    091 36 32.85853(W) AD(2002.00) 1
 DL4799  ELLIP H (09/09/09)  347.486  (m)                       GP(2002.00) 4 1
 DL4799
 DL4799.Superseded values are not recommended for survey control.
 DL4799
 DL4799.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL4799.See file dsdata.pdf to determine how the superseded data were derived.
 DL4799
 DL4799_MARKER: DD = SURVEY DISK
 DL4799_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 DL4799_STAMPING: 11 RLB 1971
 DL4799_MARK LOGO: USGS
 DL4799_PROJECTION: RECESSED 20 CENTIMETERS
 DL4799_MAGNETIC: I = MARKER IS A STEEL ROD
 DL4799_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL4799_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL4799+SATELLITE: SATELLITE OBSERVATIONS - September 11, 2024
 DL4799
 DL4799  HISTORY     - Date     Condition        Report By
 DL4799  HISTORY     - 1971     MONUMENTED       USGS
 DL4799  HISTORY     - 20080226 GOOD             MNDT
 DL4799  HISTORY     - 20201215 GOOD             MNDT
 DL4799  HISTORY     - 20240911 GOOD             MNDT
 DL4799
 DL4799                          STATION DESCRIPTION
 DL4799
 DL4799'DESCRIBED BY MN DEPT OF TRANSP 2008 (PRB)
 DL4799'THE MARK WAS RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.
 DL4799'THE MARK IS 4.4 MILES SOUTH-SOUTHEAST OF SPRING GROVE, 4.7 MILES
 DL4799'SOUTH-SOUTHEAST ALONG COUNTY ROAD 16 (DORCHESTER DRIVE) FROM JUNCTION
 DL4799'OF COUNTY ROAD 16 (DORCHESTER DRIVE) AND TRUNK HIGHWAY 44 IN SPRING
 DL4799'GROVE, THEN 0.1 MILE EAST ALONG PORTLAND PRAIRIE DRIVE, 480 FEET EAST
 DL4799'OF COUNTY ROAD 16 (DORCHESTER DRIVE), 18 FEET NORTH OF PORTLAND
 DL4799'PRAIRIE DRIVE, 2.0 FEET WEST OF POWER POLE, ON TOP OF A RISE, SOUTH OF
 DL4799'WITNESS POST, ROD DEPTH IS UNKNOWN.
 DL4799
 DL4799                          STATION RECOVERY (2020)
 DL4799
 DL4799'RECOVERY NOTE BY MN DEPT OF TRANSP 2020 (KMS)
 DL4799'4.4 MI (7.1 KM) SOUTH-SOUTHEAST OF SPRING GROVE, 4.7 MI (7.6 KM)
 DL4799'SOUTH-SOUTHEAST ALONG COUNTY ROAD 16 (DORCHESTER DRIVE) FROM THE
 DL4799'JUNCTION OF COUNTY ROAD 16 (DORCHESTER DRIVE) AND TRUNK HIGHWAY 44 IN
 DL4799'SPRING GROVE, THEN 0.1 MI (0.2 KM) EAST ALONG PORTLAND PRAIRIE DRIVE,
 DL4799'18.0 FT (5.5 M) NORTH OF PORTLAND PRAIRIE DRIVE, 2.0 FT (0.6 M) WEST
 DL4799'OF A POWER POLE, 1.0 FT (0.3 M) SOUTH OF A WITNESS POST.
 DL4799
 DL4799                          STATION RECOVERY (2024)
 DL4799
 DL4799'RECOVERY NOTE BY MN DEPT OF TRANSP 2024 (KMS)
 DL4799'4.4 MI (7.1 KM) SOUTH-SOUTHEAST OF SPRING GROVE, 4.7 MI (7.6 KM)
 DL4799'SOUTH-SOUTHEAST ALONG COUNTY ROAD 16 (DORCHESTER DRIVE) FROM THE
 DL4799'JUNCTION OF COUNTY ROAD 16 (DORCHESTER DRIVE) AND TRUNK HIGHWAY 44 IN
 DL4799'SPRING GROVE, THEN 0.1 MI (0.2 KM) EAST ALONG PORTLAND PRAIRIE DRIVE,
 DL4799'18.0 FT (5.5 M) NORTH OF PORTLAND PRAIRIE DRIVE, 2.0 FT (0.6 M) WEST
 DL4799'OF A POWER POLE, 1.0 FT (0.3 M) SOUTH OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DM1806 ***********************************************************************
 DM1806  HT_MOD      -  This is a Height Modernization Survey Station.
 DM1806  DESIGNATION -  11 RWM
 DM1806  PID         -  DM1806
 DM1806  STATE/COUNTY-  MN/CLAY
 DM1806  COUNTRY     -  US
 DM1806  USGS QUAD   -  COMSTOCK (2019)
 DM1806
 DM1806                         *CURRENT SURVEY CONTROL
 DM1806  ______________________________________________________________________
 DM1806* NAD 83(2011) POSITION- 46 37 50.16349(N) 096 41 39.42695(W)   ADJUSTED
 DM1806* NAD 83(2011) ELLIP HT-   256.868 (meters)        (06/27/12)   ADJUSTED
 DM1806* NAD 83(2011) EPOCH   -  2010.00
 DM1806* NAVD 88 ORTHO HEIGHT -   283.30  (meters)      929.5   (feet) GPS OBS
 DM1806  ______________________________________________________________________
 DM1806  NAVD 88 orthometric height was determined with geoid model    GEOID03
 DM1806  GEOID HEIGHT    -        -26.393 (meters)                     GEOID03
 DM1806  GEOID HEIGHT    -        -26.429 (meters)                     GEOID18
 DM1806  NAD 83(2011) X  -   -511,493.985 (meters)                     COMP
 DM1806  NAD 83(2011) Y  - -4,357,891.872 (meters)                     COMP
 DM1806  NAD 83(2011) Z  -  4,613,848.587 (meters)                     COMP
 DM1806  LAPLACE CORR    -         -0.70  (seconds)                    DEFLEC18
 DM1806
 DM1806  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DM1806  Standards:
 DM1806         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DM1806            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DM1806  -------------------------------------------------------------------
 DM1806  NETWORK    0.33   0.55           0.15   0.11   0.28      0.01293199
 DM1806  -------------------------------------------------------------------
 DM1806  Click here for local accuracies and other accuracy information.
 DM1806
 DM1806.The horizontal coordinates were established by GPS observations
 DM1806.and adjusted by the National Geodetic Survey in June 2012.
 DM1806
 DM1806.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DM1806.been affixed to the stable North American tectonic plate. See 
 DM1806.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DM1806
 DM1806.The horizontal coordinates are valid at the epoch date displayed above
 DM1806.which is a decimal equivalence of Year/Month/Day.
 DM1806
 DM1806.The orthometric height was determined by GPS observations and a
 DM1806.high-resolution geoid model using precise GPS observation and
 DM1806.processing techniques.
 DM1806
 DM1806.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM1806.GEOID18 height accuracy estimate available here.
 DM1806
 DM1806.Click photographs - Photos may exist for this station.
 DM1806
 DM1806.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DM1806
 DM1806.The Laplace correction was computed from DEFLEC18 derived deflections.
 DM1806
 DM1806.The ellipsoidal height was determined by GPS observations
 DM1806.and is referenced to NAD 83.
 DM1806
 DM1806. The following values were computed from the NAD 83(2011) position.
 DM1806
 DM1806;                    North         East     Units Scale Factor Converg.
 DM1806;SPC MN C     -   284,124.674   612,861.882   MT  0.99993532   -1 46 05.4
 DM1806;SPC MN C     -   932,165.70  2,010,697.69   sFT  0.99993532   -1 46 05.4
 DM1806;UTM  14      - 5,166,697.724   676,495.118   MT  0.99998290   +1 40 35.6
 DM1806
 DM1806!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DM1806!SPC MN C     -   0.99995974  x   0.99993532  =   0.99989506
 DM1806!UTM  14      -   0.99995974  x   0.99998290  =   0.99994264
 DM1806
 DM1806_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPS7649566697(NAD 83)
 DM1806
 DM1806                          SUPERSEDED SURVEY CONTROL
 DM1806
 DM1806  NAD 83(2007)-  46 37 50.16357(N)    096 41 39.42809(W) AD(2002.00) 1
 DM1806  ELLIP H (01/24/11)  256.871  (m)                       GP(2002.00) 1 2
 DM1806
 DM1806.Superseded values are not recommended for survey control.
 DM1806
 DM1806.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DM1806.See file dsdata.pdf to determine how the superseded data were derived.
 DM1806
 DM1806_MARKER: DD = SURVEY DISK
 DM1806_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DM1806_STAMPING: 11 RWM 1964
 DM1806_MARK LOGO: USGS
 DM1806_PROJECTION: PROJECTING 15 CENTIMETERS
 DM1806_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DM1806_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DM1806+STABILITY: SURFACE MOTION
 DM1806_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DM1806+SATELLITE: SATELLITE OBSERVATIONS - January 07, 2015
 DM1806
 DM1806  HISTORY     - Date     Condition        Report By
 DM1806  HISTORY     - 19640401 MONUMENTED       USGS
 DM1806  HISTORY     - 20090922 GOOD             MNDT
 DM1806  HISTORY     - 20130724 GOOD             MNDT
 DM1806  HISTORY     - 20150107 GOOD             MNDT
 DM1806
 DM1806                          STATION DESCRIPTION
 DM1806
 DM1806'DESCRIBED BY MN DEPT OF TRANSP 2009 (KMS)
 DM1806'THE MARK WAS RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.
 DM1806'THE MARK IS 5.5 MILES NORTHEAST OF WOLVERTON, 3.2 MILES SOUTHEAST OF
 DM1806'COMSTOCK, 2 MILES SOUTH ALONG TRUNK HIGHWAY 75 FROM THE JUNCTION OF
 DM1806'TRUNK HIGHWAY 75 AND COUNTY ROAD 2(0.5 MILE WEST OF COMSTOCK) TO TRUNK
 DM1806'HIGHWAY 75 MILEPOINT 233.25, THEN 3 MILES EAST ON 180 AVE S, 70 FEET
 DM1806'NORTH OF 180TH AVENUE SOUTH, 46.9 FEET EAST OF COUNTY ROAD 52 (50TH
 DM1806'STREET SOUTH), 18.8 FEET WEST OF CABLE BOX T 204 3, 1 FOOT WEST OF
 DM1806'WITNESS POST.
 DM1806
 DM1806                          STATION RECOVERY (2013)
 DM1806
 DM1806'RECOVERY NOTE BY MN DEPT OF TRANSP 2013 (BEN)
 DM1806'RECOVERED AS DESCRIBED.
 DM1806
 DM1806                          STATION RECOVERY (2015)
 DM1806
 DM1806'RECOVERY NOTE BY MN DEPT OF TRANSP 2015 (BXB)
 DM1806'5.5 MILES NORTHEAST OF WOLVERTON, 3.2 MILES SOUTHEAST OF COMSTOCK, 2
 DM1806'MILES SOUTH ALONG TRUNK HIGHWAY 75 FROM THE JUNCTION OF TRUNK HIGHWAY
 DM1806'75 AND COUNTY ROAD 2 (0.5 MILE WEST OF COMSTOCK), TO TRUNK HIGHWAY 75
 DM1806'MILEPOINT 233.25, THEN 3 MILES EAST ON 180 AVENUE SOUTH, 70 FEET NORTH
 DM1806'OF 180TH AVENUE SOUTH, 46.9 FEET EAST OF COUNTY ROAD 52 (50TH STREET
 DM1806'SOUTH), 18.8 FEET WEST OF CABLE BOX T 204 3, 1 FOOT WEST OF WITNESS
 DM1806'POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 AI1729 ***********************************************************************
 AI1729  DESIGNATION -  11 SEM
 AI1729  PID         -  AI1729
 AI1729  STATE/COUNTY-  MN/PIPESTONE
 AI1729  COUNTRY     -  US
 AI1729  USGS QUAD   -  EDGERTON NORTH (2019)
 AI1729
 AI1729                         *CURRENT SURVEY CONTROL
 AI1729  ______________________________________________________________________
 AI1729* NAD 83(1986) POSITION- 43 52 39.     (N) 096 13 38.     (W)   SCALED
 AI1729* NAVD 88 ORTHO HEIGHT -   516.130 (meters)     1693.34  (feet) ADJUSTED
 AI1729  ______________________________________________________________________
 AI1729  GEOID HEIGHT    -        -26.241 (meters)                     GEOID18
 AI1729  DYNAMIC HEIGHT  -        516.007 (meters)     1692.93  (feet) COMP
 AI1729  MODELED GRAVITY -    980,364.7   (mgal)                       NAVD 88
 AI1729
 AI1729  VERT ORDER      -  SECOND    CLASS I
 AI1729
 AI1729.The horizontal coordinates were scaled from a map and have
 AI1729.an estimated accuracy of +/- 6 seconds.
 AI1729
 AI1729.The orthometric height was determined by differential leveling and
 AI1729.adjusted by the NATIONAL GEODETIC SURVEY
 AI1729.in July 2000.
 AI1729
 AI1729.No vertical observational check was made to the station.
 AI1729
 AI1729.Significant digits in the geoid height do not necessarily reflect accuracy.
 AI1729.GEOID18 height accuracy estimate available here.
 AI1729
 AI1729.Click photographs - Photos may exist for this station.
 AI1729
 AI1729.The dynamic height is computed by dividing the NAVD 88
 AI1729.geopotential number by the normal gravity value computed on the
 AI1729.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI1729.degrees latitude (g = 980.6199 gals.).
 AI1729
 AI1729.The modeled gravity was interpolated from observed gravity values.
 AI1729
 AI1729;                    North         East    Units  Estimated Accuracy
 AI1729;SPC MN S     -   199,940.      621,020.      MT  (+/- 180 meters Scaled)
 AI1729
 AI1729_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQP227620(NAD 83)
 AI1729
 AI1729                          SUPERSEDED SURVEY CONTROL
 AI1729
 AI1729.No superseded survey control is available for this station.
 AI1729
 AI1729_MARKER: DD = SURVEY 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 = MARCH 21, 2026 06:05:54 EDT
 PR0713 ***********************************************************************
 PR0713  DESIGNATION -  11 T
 PR0713  PID         -  PR0713
 PR0713  STATE/COUNTY-  MN/LYON
 PR0713  COUNTRY     -  US
 PR0713  USGS QUAD   -  TAUNTON (2019)
 PR0713
 PR0713                         *CURRENT SURVEY CONTROL
 PR0713  ______________________________________________________________________
 PR0713* NAD 83(1996) POSITION- 44 30 09.05362(N) 096 03 45.32850(W)   ADJUSTED
 PR0713* NAVD 88 ORTHO HEIGHT -   424.27  (+/-2cm)     1392.0   (feet) VERTCON3
 PR0713  ______________________________________________________________________
 PR0713  GEOID HEIGHT    -        -26.564 (meters)                     GEOID18
 PR0713  LAPLACE CORR    -         -5.60  (seconds)                    DEFLEC18
 PR0713  HORZ ORDER      -  THIRD
 PR0713  VERT ORDER      -  THIRD ? (See Below)
 PR0713
 PR0713.The horizontal coordinates were established by classical geodetic methods
 PR0713.and adjusted by the National Geodetic Survey in March 1999.
 PR0713
 PR0713.The NAVD 88 height was computed by applying the VERTCON shift value to
 PR0713.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PR0713
 PR0713.Significant digits in the geoid height do not necessarily reflect accuracy.
 PR0713.GEOID18 height accuracy estimate available here.
 PR0713
 PR0713.The vertical order pertains to the NGVD 29 superseded value.
 PR0713
 PR0713.Click photographs - Photos may exist for this station.
 PR0713
 PR0713.The Laplace correction was computed from DEFLEC18 derived deflections.
 PR0713
 PR0713. The following values were computed from the NAD 83(1996) position.
 PR0713
 PR0713;                    North         East     Units Scale Factor Converg.
 PR0713;SPC MN S     -   269,015.589   636,000.265   MT  0.99992204   -1 26 44.6
 PR0713;SPC MN S     -   882,595.31  2,086,610.87   sFT  0.99992204   -1 26 44.6
 PR0713;UTM  14      - 4,931,886.023   733,509.263   MT  1.00027060   +2 03 35.6
 PR0713;UTM  15      - 4,932,251.592   256,539.187   MT  1.00032899   -2 08 51.9
 PR0713
 PR0713!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PR0713!SPC MN S     -   0.99993764  x   0.99992204  =   0.99985969
 PR0713!UTM  14      -   0.99993764  x   1.00027060  =   1.00020823
 PR0713!UTM  15      -   0.99993764  x   1.00032899  =   1.00026661
 PR0713
 PR0713_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQQ3350931886(NAD 83)
 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             424.06   (m)         1391.3    (f) LEVELING    3  
 PR0713
 PR0713.Superseded values are not recommended for survey control.
 PR0713
 PR0713.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PR0713.See file dsdata.pdf to determine how the superseded data were derived.
 PR0713
 PR0713_MARKER: DB = BENCH MARK DISK
 PR0713_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PR0713_STAMPING: 11 T 1960 1391
 PR0713_MARK LOGO: USGS
 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 = MARCH 21, 2026 06:05:54 EDT
 SK0250 ***********************************************************************
 SK0250  DESIGNATION -  11 WGW
 SK0250  PID         -  SK0250
 SK0250  STATE/COUNTY-  MN/HUBBARD
 SK0250  COUNTRY     -  US
 SK0250  USGS QUAD   -  LAKE GEORGE (2019)
 SK0250
 SK0250                         *CURRENT SURVEY CONTROL
 SK0250  ______________________________________________________________________
 SK0250* NAD 83(1986) POSITION- 47 12 02.75   (N) 094 59 38.55   (W)   HD_HELD1
 SK0250* NAVD 88 ORTHO HEIGHT -   435.761 (meters)     1429.66  (feet) ADJUSTED
 SK0250  ______________________________________________________________________
 SK0250  GEOID HEIGHT    -        -27.472 (meters)                     GEOID18
 SK0250  DYNAMIC HEIGHT  -        435.806 (meters)     1429.81  (feet) COMP
 SK0250  MODELED GRAVITY -    980,702.5   (mgal)                       NAVD 88
 SK0250
 SK0250  VERT ORDER      -  SECOND    CLASS 0
 SK0250
 SK0250.The horizontal coordinates were determined by differentially corrected
 SK0250.hand held GPS observations or other comparable positioning techniques
 SK0250.and have an estimated accuracy of +/- 3 meters.
 SK0250
 SK0250.The orthometric height was determined by differential leveling and
 SK0250.adjusted by the NATIONAL GEODETIC SURVEY
 SK0250.in June 1991.
 SK0250
 SK0250.Significant digits in the geoid height do not necessarily reflect accuracy.
 SK0250.GEOID18 height accuracy estimate available here.
 SK0250
 SK0250.Click photographs - Photos may exist for this station.
 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     -   344,884.8     743,622.3     MT  (+/- 3 meters HH1 GPS) 
 SK0250
 SK0250_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUN4897229403(NAD 83)
 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
 SK0250.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SK0250.See file dsdata.pdf to determine how the superseded data were derived.
 SK0250
 SK0250_MARKER: DD = SURVEY DISK
 SK0250_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 SK0250_SP_SET: CONCRETE SLAB
 SK0250_STAMPING: 11 WGW 1972
 SK0250_MARK LOGO: USGS
 SK0250_MAGNETIC: N = NO MAGNETIC MATERIAL
 SK0250_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SK0250_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 SK0250+SATELLITE: SATELLITE OBSERVATIONS - July 29, 2013
 SK0250
 SK0250  HISTORY     - Date     Condition        Report By
 SK0250  HISTORY     - 19720401 MONUMENTED       USGS
 SK0250  HISTORY     - 1972     GOOD             MNDT
 SK0250  HISTORY     - 20010501 GOOD             MNDT
 SK0250  HISTORY     - 20120801 GOOD             MNDT
 SK0250  HISTORY     - 20130729 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
 SK0250
 SK0250                          STATION RECOVERY (2012)
 SK0250
 SK0250'RECOVERY NOTE BY MN DEPT OF TRANSP 2012 (DD)
 SK0250'IN LAKE GEORGE, 78.1 FEET NORTH ALONG COUNTY ROAD 4 FROM JUNCTION OF
 SK0250'COUNTY ROAD 4 AND TRUNK HIGHWAY 71 IN LAKE GEORGE, OPPOSITE MILEPOST
 SK0250'288, 53.8 FEET WEST OF COUNTY ROAD 4, 3.0 FEET WEST OF TELEPHONE
 SK0250'BOOTH, 1.4 FEET SOUTH OF SOUTH FACE OF STORE BUILDING, 1.0 FOOT WEST
 SK0250'OF EAST END OF WALKWAY, 0.5 FOOT EAST OF PEPSI MACHINE.  MARK IS
 SK0250'UNDERNEATH STORAGE CABINET FOR LP CYLINDERS, NOT USABLE.
 SK0250
 SK0250                          STATION RECOVERY (2013)
 SK0250
 SK0250'RECOVERY NOTE BY MN DEPT OF TRANSP 2013 (MAS)
 SK0250'IN LAKE GEORGE, 78.1 FT (23.8 M) NORTH ALONG COUNTY ROAD 4  FROM THE
 SK0250'JUNCTION OF COUNTY ROAD 4 AND TRUNK HIGHWAY 71 IN LAKE GEORGE, AT
 SK0250'TRUNK HIGHWAY 71 MILE POINT 287.85, 53.8 FT (16.4 M) WEST OF COUNTY
 SK0250'ROAD 4, 1.4 FT (0.4 M) SOUTH OF SOUTH FACE OF STORE BUILDING, 1.0 FT
 SK0250'(0.3 M) WEST OF EAST END OF WALKWAY, MARK IS UNDERNEATH STORAGE
 SK0250'CABINET FOR LP CYLINDERS, NOT USABLE.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DM5532 ***********************************************************************
 DM5532  DESIGNATION -  11 WR
 DM5532  PID         -  DM5532
 DM5532  STATE/COUNTY-  MN/LAKE
 DM5532  COUNTRY     -  US
 DM5532  USGS QUAD   -  ISABELLA STATION (2019)
 DM5532
 DM5532                         *CURRENT SURVEY CONTROL
 DM5532  ______________________________________________________________________
 DM5532* NAD 83(1986) POSITION- 47 37 14.0    (N) 091 23 35.5    (W)   HD_HELD2
 DM5532* NAVD 88 ORTHO HEIGHT -   587.727 (meters)     1928.23  (feet) ADJUSTED
 DM5532  ______________________________________________________________________
 DM5532  GEOID HEIGHT    -        -28.853 (meters)                     GEOID18
 DM5532  DYNAMIC HEIGHT  -        587.812 (meters)     1928.51  (feet) COMP
 DM5532  MODELED GRAVITY -    980,738.1   (mgal)                       NAVD 88
 DM5532
 DM5532  VERT ORDER      -  SECOND    CLASS I
 DM5532
 DM5532.The horizontal coordinates were established by autonomous hand held GPS
 DM5532.observations and have an estimated accuracy of +/- 10 meters.
 DM5532
 DM5532.The orthometric height was determined by differential leveling and
 DM5532.adjusted by the NATIONAL GEODETIC SURVEY
 DM5532.in June 2011.
 DM5532
 DM5532.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM5532.GEOID18 height accuracy estimate available here.
 DM5532
 DM5532.Click photographs - Photos may exist for this station.
 DM5532
 DM5532.The dynamic height is computed by dividing the NAVD 88
 DM5532.geopotential number by the normal gravity value computed on the
 DM5532.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM5532.degrees latitude (g = 980.6199 gals.).
 DM5532
 DM5532.The modeled gravity was interpolated from observed gravity values.
 DM5532
 DM5532;                    North         East    Units  Estimated Accuracy
 DM5532;SPC MN N     -   225,992.      928,280.      MT  (+/- 10 meters HH2 GPS)
 DM5532
 DM5532_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXN2073575378(NAD 83)
 DM5532
 DM5532                          SUPERSEDED SURVEY CONTROL
 DM5532
 DM5532.No superseded survey control is available for this station.
 DM5532
 DM5532_MARKER: DB = BENCH MARK DISK
 DM5532_SETTING: 80 = SET IN A BOULDER
 DM5532_STAMPING: 11 WR 1953
 DM5532_MARK LOGO: USGS
 DM5532_MAGNETIC: N = NO MAGNETIC MATERIAL
 DM5532_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DM5532+STABILITY: SURFACE MOTION
 DM5532_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DM5532+SATELLITE: SATELLITE OBSERVATIONS - September 15, 2009
 DM5532
 DM5532  HISTORY     - Date     Condition        Report By
 DM5532  HISTORY     - 1953     MONUMENTED       USGS
 DM5532  HISTORY     - 20070718 GOOD             MNDT
 DM5532  HISTORY     - 20090915 GOOD             MNDT
 DM5532
 DM5532                          STATION DESCRIPTION
 DM5532
 DM5532'DESCRIBED BY MN DEPT OF TRANSP 2007 (MPP)
 DM5532'THE MARK IS LOCATED ABOUT 14.1 MI (22.7 KM) NORTHEAST OF WHYTE, 12.8
 DM5532'MI (20.6 KM) WEST OF CLEAR LAKE AND 1.8 MI (2.9 KM) WEST OF ISABELLA
 DM5532'MINNESOTA.
 DM5532'
 DM5532'TO REACH THE MARK FROM THE JUNCTION OF TRUNK HIGHWAY 1 AND FOREST ROAD
 DM5532'172 (WANLESS ROAD) AND POST OFFICE IN ISABELLA, GO 1.9 MI (3.1 KM)
 DM5532'WEST ALONG TRUNK HIGHWAY 1 TO MILE POINT 323.35.
 DM5532'
 DM5532'THE MARK IS FOUND 40 FT (12.2 M) NORTHEAST OF TRUNK HIGHWAY 1, 25 FT
 DM5532'(7.6 M) SOUTHEAST OF FOREST ROAD NUMBER 176 (ARROW HEAD ROAD), 4.5 FT
 DM5532'(1.4 M) NORTHEAST OF EAST END OF CULVERT AND 3.5 FT (1.1 M) SOUTHWEST
 DM5532'OF ITS WITNESS POST.
 DM5532
 DM5532                          STATION RECOVERY (2009)
 DM5532
 DM5532'RECOVERY NOTE BY MN DEPT OF TRANSP 2009 (MPP)
 DM5532'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 QO1556 ***********************************************************************
 QO1556  DESIGNATION -  110
 QO1556  PID         -  QO1556
 QO1556  STATE/COUNTY-  MN/CHISAGO
 QO1556  COUNTRY     -  US
 QO1556  USGS QUAD   -  NORTH BRANCH (2019)
 QO1556
 QO1556                         *CURRENT SURVEY CONTROL
 QO1556  ______________________________________________________________________
 QO1556* NAD 83(1996) POSITION- 45 32 23.90921(N) 092 58 44.60062(W)   ADJUSTED
 QO1556* NAVD 88 ORTHO HEIGHT -   282.3   (meters)      926.    (feet) VERTCON3
 QO1556  ______________________________________________________________________
 QO1556  GEOID HEIGHT    -        -28.061 (meters)                     GEOID18
 QO1556  LAPLACE CORR    -          9.55  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 QO1556.GEOID18 height accuracy estimate available here.
 QO1556
 QO1556.Click photographs - Photos may exist for this station.
 QO1556
 QO1556.The Laplace correction was computed from DEFLEC18 derived deflections.
 QO1556
 QO1556. The following values were computed from the NAD 83(1996) position.
 QO1556
 QO1556;                    North         East     Units Scale Factor Converg.
 QO1556;SPC MN C     -   160,813.419   899,261.704   MT  1.00001750   +0 55 09.8
 QO1556;SPC MN C     -   527,602.03  2,950,327.77   sFT  1.00001750   +0 55 09.8
 QO1556;SPC WI C     -   193,915.865   367,377.952   MT  1.00000786   -2 06 07.0
 QO1556;SPC WI C     -   636,205.63  1,205,305.83   sFT  1.00000786   -2 06 07.0
 QO1556;UTM  15      - 5,042,937.815   501,635.151   MT  0.99960003   +0 00 53.8
 QO1556
 QO1556!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QO1556!SPC MN C     -   0.99996015  x   1.00001750  =   0.99997765
 QO1556!SPC WI C     -   0.99996015  x   1.00000786  =   0.99996801
 QO1556!UTM  15      -   0.99996015  x   0.99960003  =   0.99956019
 QO1556
 QO1556:                Primary Azimuth Mark                     Grid Az
 QO1556:SPC MN C     -  NORTH BRANCH WATER TANK                  178 51 49.7
 QO1556:SPC WI C     -  NORTH BRANCH WATER TANK                  181 53 06.5
 QO1556:UTM  15      -  NORTH BRANCH WATER TANK                  179 46 05.7
 QO1556
 QO1556_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWL0163542937(NAD 83)
 QO1556
 QO1556|---------------------------------------------------------------------|
 QO1556| PID    Reference Object                     Distance      Geod. Az  |
 QO1556|                                                           dddmmss.s |
 QO1556| QO1558 NORTH BRANCH WATER TANK             APPROX. 2.8 KM 1794659.5 |
 QO1556|---------------------------------------------------------------------|
 QO1556
 QO1556                          SUPERSEDED SURVEY CONTROL
 QO1556
 QO1556  NAD 83(1991)-  45 32 23.90192(N)    092 58 44.59151(W) AD(       ) 2
 QO1556  NAD 83(1986)-  45 32 23.90077(N)    092 58 44.59266(W) AD(       ) 2
 QO1556  NAD 27      -  45 32 24.03810(N)    092 58 43.81510(W) AD(       ) 2
 QO1556  NGVD 29 (07/19/86)  282.2    (m)          926.     (f) VERT ANG       
 QO1556
 QO1556.Superseded values are not recommended for survey control.
 QO1556
 QO1556.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QO1556.See file dsdata.pdf to determine how the superseded data were derived.
 QO1556
 QO1556_MARKER: I = METAL ROD
 QO1556_SETTING: 0 = UNSPECIFIED SETTING
 QO1556_STAMPING: UNSTAMPED
 QO1556_MARK LOGO: MNHD
 QO1556_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QO1556
 QO1556  HISTORY     - Date     Condition        Report By
 QO1556  HISTORY     - 1959     MONUMENTED       MNHD
 QO1556  HISTORY     - 20070613 MARK NOT FOUND   MNDT
 QO1556
 QO1556                          STATION DESCRIPTION
 QO1556
 QO1556'DESCRIBED BY MN HIGHWAY DEPT 1959 (NJF)
 QO1556'STATION IS SITUATED 2 MILES NORTH OF TOWN OF NORTH BRANCH.
 QO1556'
 QO1556'TO REACH FROM TOWN OF NORTH BRANCH GO 2 MILES NORTH ON HIGHWAY
 QO1556'61 TO A POINT 100 FEET NORTH OF RAILWAY SIGNALS NO. 426 AND
 QO1556'STATION, 27 FEET WEST OF CENTERLINE RAILWAY TRACKS AND 21.7
 QO1556'FEET EAST OF FENCE LINE.
 QO1556'
 QO1556'STATION IS A 1 IN X 4 FT IRON ROD FLUSH WITH THE GROUND AND
 QO1556'REFERENCED BY A NAIL AND BRASS CAP IN A T. POLE 99.23 FEET
 QO1556'NORTH OF STATION AND A NAIL AND BRASS CAP IN A T. POLE 34.79
 QO1556'FEET SOUTH OF STATION.
 QO1556'
 QO1556'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 QO1556
 QO1556                          STATION RECOVERY (2007)
 QO1556
 QO1556'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (JJB)
 QO1556'2 MILES NORTH OF NORTH BRANCH, 2.0 MILES NORTH OF NORTH BRANCH ALONG
 QO1556'TRUNK HIGHWAY 61, 100 FEET NORTH OF RAILROAD SIGNAL 426, 27 FEET WEST
 QO1556'OF RAILROAD, 21.7 FEET EAST OF FENCELINE.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DO8410 ***********************************************************************
 DO8410  DESIGNATION -  110
 DO8410  PID         -  DO8410
 DO8410  STATE/COUNTY-  MN/WILKIN
 DO8410  COUNTRY     -  US
 DO8410  USGS QUAD   -  FAIRMOUNT (2017)
 DO8410
 DO8410                         *CURRENT SURVEY CONTROL
 DO8410  ______________________________________________________________________
 DO8410* NAD 83(1986) POSITION- 46 03 55.8    (N) 096 32 04.4    (W)   HD_HELD2
 DO8410* NAVD 88 ORTHO HEIGHT -   296.928 (meters)      974.17  (feet) ADJUSTED
 DO8410  ______________________________________________________________________
 DO8410  GEOID HEIGHT    -        -26.628 (meters)                     GEOID18
 DO8410  DYNAMIC HEIGHT  -        296.929 (meters)      974.17  (feet) COMP
 DO8410  MODELED GRAVITY -    980,610.5   (mgal)                       NAVD 88
 DO8410
 DO8410  VERT ORDER      -  SECOND    CLASS I
 DO8410
 DO8410.The horizontal coordinates were established by autonomous hand held GPS
 DO8410.observations and have an estimated accuracy of +/- 10 meters.
 DO8410
 DO8410.The orthometric height was determined by differential leveling and
 DO8410.adjusted by the NATIONAL GEODETIC SURVEY
 DO8410.in March 2020.
 DO8410
 DO8410.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO8410.GEOID18 height accuracy estimate available here.
 DO8410
 DO8410.Click photographs - Photos may exist for this station.
 DO8410
 DO8410.The dynamic height is computed by dividing the NAVD 88
 DO8410.geopotential number by the normal gravity value computed on the
 DO8410.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO8410.degrees latitude (g = 980.6199 gals.).
 DO8410
 DO8410.The modeled gravity was interpolated from observed gravity values.
 DO8410
 DO8410;                    North         East    Units  Estimated Accuracy
 DO8410;SPC MN C     -   220,975.      623,276.      MT  (+/- 10 meters HH2 GPS)
 DO8410
 DO8410_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPS9067704280(NAD 83)
 DO8410
 DO8410                          SUPERSEDED SURVEY CONTROL
 DO8410
 DO8410  NAVD 88 (06/17/14)  296.967  (m)          974.30   (f) SUPERSEDED  2 1
 DO8410
 DO8410.Superseded values are not recommended for survey control.
 DO8410
 DO8410.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DO8410.See file dsdata.pdf to determine how the superseded data were derived.
 DO8410
 DO8410_MARKER: DB = BENCH MARK DISK
 DO8410_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DO8410_STAMPING: 110
 DO8410_MARK LOGO: BOISDE
 DO8410_PROJECTION: FLUSH
 DO8410_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DO8410_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DO8410_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DO8410+SATELLITE: SATELLITE OBSERVATIONS - October 05, 2010
 DO8410
 DO8410  HISTORY     - Date     Condition        Report By
 DO8410  HISTORY     - UNK      MONUMENTED       BOISDE
 DO8410  HISTORY     - 20101005 GOOD             MNDT
 DO8410
 DO8410                          STATION DESCRIPTION
 DO8410
 DO8410'DESCRIBED BY MN DEPT OF TRANSP 2010 (MAS)
 DO8410'6.0 MILES WEST SOUTHWEST OF CAMPBELL, 4.4 MILES WEST ALONG COUNTY ROAD
 DO8410'4 FROM JUNCTION OF COUNTY ROAD 4 AND TRUNK HIGHWAY 9 IN CAMPBELL, 3.25
 DO8410'MILES SOUTH ON TRUNK HIGHWAY 75, 2.0 MILES WEST ON TRUNK HIGHWAY 55,
 DO8410'1.0 MILE NORTH ON COUNTY ROAD 9 (210TH AVENUE), 83.0 FEET WEST OF
 DO8410'COUNTY ROAD 9, 52.5 FEET NORTH OF MINIMUM MAINTENANCE ROAD, 1.0 FOOT
 DO8410'SOUTH OF WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DI0860 ***********************************************************************
 DI0860  DESIGNATION -  110 KEE
 DI0860  PID         -  DI0860
 DI0860  STATE/COUNTY-  MN/KOOCHICHING
 DI0860  COUNTRY     -  US
 DI0860  USGS QUAD   -  BIRCHDALE SE (2019)
 DI0860
 DI0860                         *CURRENT SURVEY CONTROL
 DI0860  ______________________________________________________________________
 DI0860* NAD 83(1986) POSITION- 48 35 02.87   (N) 094 04 44.59   (W)   HD_HELD1
 DI0860* NAVD 88 ORTHO HEIGHT -   348.611 (meters)     1143.73  (feet) ADJUSTED
 DI0860  ______________________________________________________________________
 DI0860  GEOID HEIGHT    -        -29.454 (meters)                     GEOID18
 DI0860  DYNAMIC HEIGHT  -        348.700 (meters)     1144.03  (feet) COMP
 DI0860  MODELED GRAVITY -    980,854.7   (mgal)                       NAVD 88
 DI0860
 DI0860  VERT ORDER      -  SECOND    CLASS I
 DI0860
 DI0860.The horizontal coordinates were determined by differentially corrected
 DI0860.hand held GPS observations or other comparable positioning techniques
 DI0860.and have an estimated accuracy of +/- 3 meters.
 DI0860
 DI0860.The orthometric height was determined by differential leveling and
 DI0860.adjusted by the NATIONAL GEODETIC SURVEY
 DI0860.in September 2006.
 DI0860
 DI0860.No vertical observational check was made to the station.
 DI0860
 DI0860.Significant digits in the geoid height do not necessarily reflect accuracy.
 DI0860.GEOID18 height accuracy estimate available here.
 DI0860
 DI0860.Click photographs - Photos may exist for this station.
 DI0860
 DI0860.The dynamic height is computed by dividing the NAVD 88
 DI0860.geopotential number by the normal gravity value computed on the
 DI0860.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DI0860.degrees latitude (g = 980.6199 gals.).
 DI0860
 DI0860.The modeled gravity was interpolated from observed gravity values.
 DI0860
 DI0860;                    North         East    Units  Estimated Accuracy
 DI0860;SPC MN N     -   332,167.2     727,769.2     MT  (+/- 3 meters HH1 GPS) 
 DI0860
 DI0860_U.S. NATIONAL GRID SPATIAL ADDRESS: 15UVP2042081789(NAD 83)
 DI0860
 DI0860                          SUPERSEDED SURVEY CONTROL
 DI0860
 DI0860.No superseded survey control is available for this station.
 DI0860
 DI0860_MARKER: DD = SURVEY DISK
 DI0860_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DI0860_STAMPING: 110 KEE 1967
 DI0860_MARK LOGO: USGS
 DI0860_PROJECTION: PROJECTING 13 CENTIMETERS
 DI0860_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 DI0860_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DI0860+STABILITY: SURFACE MOTION
 DI0860_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DI0860+SATELLITE: SATELLITE OBSERVATIONS - August 10, 2021
 DI0860
 DI0860  HISTORY     - Date     Condition        Report By
 DI0860  HISTORY     - 1967     MONUMENTED       USGS
 DI0860  HISTORY     - 20210810 GOOD             MNDT
 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
 DI0860
 DI0860                          STATION RECOVERY (2021)
 DI0860
 DI0860'RECOVERY NOTE BY MN DEPT OF TRANSP 2021 (DAS)
 DI0860'1.0 EAST ALONG TRUNK HIGHWAY 11 FROM THE JUNCTION OF TRUNK HIGHWAY 11
 DI0860'AND COUNTY ROAD 118 IN BIRCHDALE, TO TRUNK HIGHWAY 156.65, THEN 2.9 MI
 DI0860'(4.7 KM) SOUTH ON COUNTY ROAD 86, 48.0 FT (14.6 M) EAST OF COUNTY ROAD
 DI0860'86, 3.0 MI (4.8 KM) SOUTH OF BIRCHDALE RANGER STATION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DF4605 ***********************************************************************
 DF4605  DESIGNATION -  1101 C
 DF4605  PID         -  DF4605
 DF4605  STATE/COUNTY-  MN/CASS
 DF4605  COUNTRY     -  US
 DF4605  USGS QUAD   -  CASS LAKE (2019)
 DF4605
 DF4605                         *CURRENT SURVEY CONTROL
 DF4605  ______________________________________________________________________
 DF4605* NAD 83(1986) POSITION- 47 22 59.07   (N) 094 37 05.23   (W)   HD_HELD1
 DF4605* NAVD 88 ORTHO HEIGHT -   403.529 (meters)     1323.91  (feet) ADJUSTED
 DF4605  ______________________________________________________________________
 DF4605  GEOID HEIGHT    -        -28.146 (meters)                     GEOID18
 DF4605  DYNAMIC HEIGHT  -        403.572 (meters)     1324.05  (feet) COMP
 DF4605  MODELED GRAVITY -    980,705.3   (mgal)                       NAVD 88
 DF4605
 DF4605  VERT ORDER      -  SECOND    CLASS I
 DF4605
 DF4605.The horizontal coordinates were determined by differentially corrected
 DF4605.hand held GPS observations or other comparable positioning techniques
 DF4605.and have an estimated accuracy of +/- 3 meters.
 DF4605
 DF4605.The orthometric height was determined by differential leveling and
 DF4605.adjusted by the NATIONAL GEODETIC SURVEY
 DF4605.in February 2020.
 DF4605
 DF4605.Significant digits in the geoid height do not necessarily reflect accuracy.
 DF4605.GEOID18 height accuracy estimate available here.
 DF4605
 DF4605.Click photographs - Photos may exist for this station.
 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     -   364,954.6     772,200.6     MT  (+/- 3 meters HH1 GPS) 
 DF4605
 DF4605_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUN7786449004(NAD 83)
 DF4605
 DF4605                          SUPERSEDED SURVEY CONTROL
 DF4605
 DF4605  NAVD 88 (08/26/19)  403.526  (m)         1323.90   (f) SUPERSEDED  2 1
 DF4605  NAVD 88 (08/10/04)  403.519  (m)         1323.88   (f) SUPERSEDED  2 1
 DF4605
 DF4605.Superseded values are not recommended for survey control.
 DF4605
 DF4605.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF4605.See file dsdata.pdf to determine how the superseded data were derived.
 DF4605
 DF4605_MARKER: DB = BENCH MARK DISK
 DF4605_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 DF4605_STAMPING: 1101 C 1976
 DF4605_MARK LOGO: MNHD
 DF4605_PROJECTION: RECESSED 30 CENTIMETERS
 DF4605_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DF4605_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DF4605_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF4605+SATELLITE: SATELLITE OBSERVATIONS - June 07, 2023
 DF4605
 DF4605  HISTORY     - Date     Condition        Report By
 DF4605  HISTORY     - 19760401 MONUMENTED       MNHD
 DF4605  HISTORY     - 20010815 GOOD             MNDT
 DF4605  HISTORY     - 20120420 GOOD             MNDT
 DF4605  HISTORY     - 20160729 GOOD             MNDT
 DF4605  HISTORY     - 20230607 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.
 DF4605
 DF4605                          STATION RECOVERY (2012)
 DF4605
 DF4605'RECOVERY NOTE BY MN DEPT OF TRANSP 2012 (MAS)
 DF4605'0.7 MILE WEST-NORTHWEST OF CASS LAKE, 0.3 MILE WEST ALONG TRUNK
 DF4605'HIGHWAY 2 FROM JUNCTION OF TRUNK HIGHWAY 2 AND TRUNK HIGHWAY 371 IN
 DF4605'CASS LAKE, AT TRUNK HIGHWAY 2 MILEPOINT 129.65, 114.0 FEET NORTH OF
 DF4605'WESTBOUND TRUNK HIGHWAY 2, 38.9 FEET EAST OF TOWNSHIP ROAD, 28.8 FEET
 DF4605'NORTH OF COUNTY ROAD 169 (FRONTAGE ROAD), 13.7 FEET EAST OF POWER POLE
 DF4605'NUMBER 94, 2.2 FEET EAST OF TELEPHONE PEDESTAL, 0.8 FOOT SOUTH OF
 DF4605'WITNESS POST.
 DF4605
 DF4605                          STATION RECOVERY (2016)
 DF4605
 DF4605'RECOVERY NOTE BY MN DEPT OF TRANSP 2016 (DD)
 DF4605'THE MARK IS LOCATED ABOUT 0.7 MI (1.1 KM) WEST-NORTHWEST OF CASS LAKE,
 DF4605'0.3 MI (0.5 KM) WEST ALONG TRUNK HIGHWAY 2  FROM THE JUNCTION OF TRUNK
 DF4605'HIGHWAY 2 AND TRUNK HIGHWAY 371 IN CASS LAKE, AT TRUNK HIGHWAY 2 MILE
 DF4605'POINT 129.65, 114.0 FT (34.7 M) NORTH OF WESTBOUND TRUNK HIGHWAY 2,
 DF4605'38.9 FT (11.9 M) EAST OF TOWNSHIP ROAD, 28.8 FT (8.8 M) NORTH OF
 DF4605'COUNTY ROAD 169 (FRONTAGE ROAD), 13.7 FT (4.2 M) EAST OF POWER POLE
 DF4605'NUMBER 94, 2.2 FT (0.7 M) EAST OF TELEPHONE PEDESTAL, 0.8 FT (24 CM)
 DF4605'SOUTH OF A WITNESS POST.
 DF4605
 DF4605                          STATION RECOVERY (2023)
 DF4605
 DF4605'RECOVERY NOTE BY MN DEPT OF TRANSP 2023 (TJD)
 DF4605'0.7 MI (1.1 KM) WEST-NORTHWEST OF CASS LAKE, 0.3 MI (0.5 KM) WEST
 DF4605'ALONG TRUNK HIGHWAY 2 FROM THE JUNCTION OF TRUNK HIGHWAY 2 AND TRUNK
 DF4605'HIGHWAY 371 IN CASS LAKE, AT TRUNK HIGHWAY 2 MILE POINT 129.65, 114.0
 DF4605'FT (34.7 M) NORTH OF WESTBOUND TRUNK HIGHWAY 2, 38.9 FT (11.9 M) EAST
 DF4605'OF TOWNSHIP ROAD, 28.8 FT (8.8 M) NORTH OF COUNTY ROAD 169 (FRONTAGE
 DF4605'ROAD), 13.7 FT (4.2 M) EAST OF A POWER POLE NUMBER 94, 2.2 FT (0.7 M)
 DF4605'EAST OF A TELEPHONE PEDESTAL, 0.8 FT (24 CM) SOUTH OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DF4604 ***********************************************************************
 DF4604  DESIGNATION -  1101 D
 DF4604  PID         -  DF4604
 DF4604  STATE/COUNTY-  MN/CASS
 DF4604  COUNTRY     -  US
 DF4604  USGS QUAD   -  CASS LAKE (2019)
 DF4604
 DF4604                         *CURRENT SURVEY CONTROL
 DF4604  ______________________________________________________________________
 DF4604* NAD 83(1986) POSITION- 47 22 58.58   (N) 094 36 04.94   (W)   HD_HELD1
 DF4604* NAVD 88 ORTHO HEIGHT -   407.424 (meters)     1336.69  (feet) ADJUSTED
 DF4604  ______________________________________________________________________
 DF4604  GEOID HEIGHT    -        -28.152 (meters)                     GEOID18
 DF4604  DYNAMIC HEIGHT  -        407.467 (meters)     1336.83  (feet) COMP
 DF4604  MODELED GRAVITY -    980,706.3   (mgal)                       NAVD 88
 DF4604
 DF4604  VERT ORDER      -  SECOND    CLASS I
 DF4604
 DF4604.The horizontal coordinates were determined by differentially corrected
 DF4604.hand held GPS observations or other comparable positioning techniques
 DF4604.and have an estimated accuracy of +/- 3 meters.
 DF4604
 DF4604.The orthometric height was determined by differential leveling and
 DF4604.adjusted by the NATIONAL GEODETIC SURVEY
 DF4604.in February 2020.
 DF4604
 DF4604.Significant digits in the geoid height do not necessarily reflect accuracy.
 DF4604.GEOID18 height accuracy estimate available here.
 DF4604
 DF4604.Click photographs - Photos may exist for this station.
 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     -   364,933.7     773,465.3     MT  (+/- 3 meters HH1 GPS) 
 DF4604
 DF4604_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUN7912848963(NAD 83)
 DF4604
 DF4604                          SUPERSEDED SURVEY CONTROL
 DF4604
 DF4604  NAVD 88 (08/26/19)  407.419  (m)         1336.67   (f) SUPERSEDED  2 1
 DF4604  NAVD 88 (08/10/04)  407.413  (m)         1336.65   (f) SUPERSEDED  2 1
 DF4604
 DF4604.Superseded values are not recommended for survey control.
 DF4604
 DF4604.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF4604.See file dsdata.pdf to determine how the superseded data were derived.
 DF4604
 DF4604_MARKER: DB = BENCH MARK DISK
 DF4604_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 DF4604_STAMPING: 1101 D 1976
 DF4604_MARK LOGO: MNHD
 DF4604_PROJECTION: FLUSH
 DF4604_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DF4604_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DF4604_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF4604+SATELLITE: SATELLITE OBSERVATIONS - June 07, 2023
 DF4604
 DF4604  HISTORY     - Date     Condition        Report By
 DF4604  HISTORY     - 1976     MONUMENTED       MNHD
 DF4604  HISTORY     - 20010815 GOOD             MNDT
 DF4604  HISTORY     - 20120420 GOOD             MNDT
 DF4604  HISTORY     - 20230607 GOOD             MNDT
 DF4604
 DF4604                          STATION DESCRIPTION
 DF4604
 DF4604'DESCRIBED BY MN DEPT OF TRANSP 2001 (WAS)
 DF4604'THE MARK WAS RECOVERED IN GOOD CONDITION.  IT IS 0.55 MI (0.89 KM)
 DF4604'EAST ALONG TH 2 FROM JCT OF TH 2 AND TH 371 IN CASS LAKE, AT TH 2 MP
 DF4604'130.55, 160.8 FT (49.0 M) NORTH OF WB TH 2, AT TH 2 STA 849+47, 78 FT
 DF4604'(23.8 M) NORTHWEST OF SAILSTAR DRIVE NE, 55 FT (16.8 M)
 DF4604'WEST-NORTHWEST OF SAILSTAR DRIVE NE STREET SIGN POST, 70 FT (21.3 M)
 DF4604'NORTH OF NORTH FRONTAGE RD, 41.5 FT (12.6 M) NORTHWEST OF R/W POST,
 DF4604'105.5 FT (32.2 M) WEST-NORTHWEST OF P-POLE WITH TRANSFORMER, 1.0 FT
 DF4604'(0.3 M) SOUTH OF WITNESS POST, FLUSH, MAGNETIC, AND NOT SUITABLE FOR
 DF4604'GPS DUE TO TREES.
 DF4604
 DF4604                          STATION RECOVERY (2012)
 DF4604
 DF4604'RECOVERY NOTE BY MN DEPT OF TRANSP 2012 (KMS)
 DF4604'RECOVERED IN GOOD CONDITION.
 DF4604
 DF4604                          STATION RECOVERY (2023)
 DF4604
 DF4604'RECOVERY NOTE BY MN DEPT OF TRANSP 2023 (AJH)
 DF4604'IN CASS LAKE, 0.45 MI (0.72 KM) EAST ALONG TRUNK HIGHWAY 2 FROM THE
 DF4604'JUNCTION OF TRUNK HIGHWAY 2 AND TRUNK HIGHWAY 371 IN CASS LAKE, AT
 DF4604'TRUNK HIGHWAY 2 MILE POINT 130.5, 160.8 FT (49.0 M) NORTH OF WESTBOUND
 DF4604'TRUNK HIGHWAY 2, 78.0 FT (23.8 M) NORTHWEST OF SAILSTAR DRIVE
 DF4604'NORTHEAST, 55.0 FT (16.8 M) WEST-NORTHWEST OF SAILSTAR DRIVE NORTHEAST
 DF4604'STREET SIGNPOST, 70.0 FT (21.3 M) NORTH OF A NORTH FRONTAGE ROAD,
 DF4604'105.5 FT (32.2 M) WEST-NORTHWEST OF A POWER POLE WITH A TRANSFORMER,
 DF4604'1.0 FT (0.3 M) SOUTH OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DF4603 ***********************************************************************
 DF4603  DESIGNATION -  1102 A RESET
 DF4603  PID         -  DF4603
 DF4603  STATE/COUNTY-  MN/CASS
 DF4603  COUNTRY     -  US
 DF4603  USGS QUAD   -  CASS LAKE (2019)
 DF4603
 DF4603                         *CURRENT SURVEY CONTROL
 DF4603  ______________________________________________________________________
 DF4603* NAD 83(1986) POSITION- 47 22 48.32   (N) 094 35 13.94   (W)   HD_HELD1
 DF4603* NAVD 88 ORTHO HEIGHT -   400.347 (meters)     1313.47  (feet) ADJUSTED
 DF4603  ______________________________________________________________________
 DF4603  GEOID HEIGHT    -        -28.155 (meters)                     GEOID18
 DF4603  DYNAMIC HEIGHT  -        400.390 (meters)     1313.61  (feet) COMP
 DF4603  MODELED GRAVITY -    980,706.6   (mgal)                       NAVD 88
 DF4603
 DF4603  VERT ORDER      -  SECOND    CLASS I
 DF4603
 DF4603.The horizontal coordinates were determined by differentially corrected
 DF4603.hand held GPS observations or other comparable positioning techniques
 DF4603.and have an estimated accuracy of +/- 3 meters.
 DF4603
 DF4603.The orthometric height was determined by differential leveling and
 DF4603.adjusted by the NATIONAL GEODETIC SURVEY
 DF4603.in February 2020.
 DF4603
 DF4603.Significant digits in the geoid height do not necessarily reflect accuracy.
 DF4603.GEOID18 height accuracy estimate available here.
 DF4603
 DF4603.Click photographs - Photos may exist for this station.
 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     -   364,612.2     774,533.8     MT  (+/- 3 meters HH1 GPS) 
 DF4603
 DF4603_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUN8019148624(NAD 83)
 DF4603
 DF4603                          SUPERSEDED SURVEY CONTROL
 DF4603
 DF4603  NAVD 88 (08/26/19)  400.342  (m)         1313.46   (f) SUPERSEDED  2 1
 DF4603  NAVD 88 (08/10/04)  400.334  (m)         1313.43   (f) SUPERSEDED  2 1
 DF4603
 DF4603.Superseded values are not recommended for survey control.
 DF4603
 DF4603.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF4603.See file dsdata.pdf to determine how the superseded data were derived.
 DF4603
 DF4603_MARKER: DV = VERTICAL CONTROL DISK
 DF4603_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DF4603_SP_SET: ABUTMENT
 DF4603_STAMPING: 1102 A RESET 2001
 DF4603_MARK LOGO: MNDT
 DF4603_MAGNETIC: N = NO MAGNETIC MATERIAL
 DF4603_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DF4603_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DF4603+SATELLITE: SATELLITE OBSERVATIONS - April 20, 2012
 DF4603
 DF4603  HISTORY     - Date     Condition        Report By
 DF4603  HISTORY     - 19890401 MONUMENTED       MNDT
 DF4603  HISTORY     - 20010815 GOOD             MNDT
 DF4603  HISTORY     - 20120420 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.
 DF4603
 DF4603                          STATION RECOVERY (2012)
 DF4603
 DF4603'RECOVERY NOTE BY MN DEPT OF TRANSP 2012 (KMS)
 DF4603'25.0 FEET SOUTH OF TRUNK HIGHWAY 2.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DO8667 ***********************************************************************
 DO8667  DESIGNATION -  1102 AA
 DO8667  PID         -  DO8667
 DO8667  STATE/COUNTY-  MN/CASS
 DO8667  COUNTRY     -  US
 DO8667  USGS QUAD   -  CASS LAKE (2019)
 DO8667
 DO8667                         *CURRENT SURVEY CONTROL
 DO8667  ______________________________________________________________________
 DO8667* NAD 83(1986) POSITION- 47 22 40.66   (N) 094 34 08.48   (W)   HD_HELD1
 DO8667* NAVD 88 ORTHO HEIGHT -   399.696 (meters)     1311.34  (feet) ADJUSTED
 DO8667  ______________________________________________________________________
 DO8667  GEOID HEIGHT    -        -28.159 (meters)                     GEOID18
 DO8667  DYNAMIC HEIGHT  -        399.739 (meters)     1311.48  (feet) COMP
 DO8667  MODELED GRAVITY -    980,707.0   (mgal)                       NAVD 88
 DO8667
 DO8667  VERT ORDER      -  SECOND    CLASS I
 DO8667
 DO8667.The horizontal coordinates were determined by differentially corrected
 DO8667.hand held GPS observations or other comparable positioning techniques
 DO8667.and have an estimated accuracy of +/- 3 meters.
 DO8667
 DO8667.The orthometric height was determined by differential leveling and
 DO8667.adjusted by the NATIONAL GEODETIC SURVEY
 DO8667.in February 2020.
 DO8667
 DO8667.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO8667.GEOID18 height accuracy estimate available here.
 DO8667
 DO8667.Click photographs - Photos may exist for this station.
 DO8667
 DO8667.The dynamic height is computed by dividing the NAVD 88
 DO8667.geopotential number by the normal gravity value computed on the
 DO8667.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO8667.degrees latitude (g = 980.6199 gals.).
 DO8667
 DO8667.The modeled gravity was interpolated from observed gravity values.
 DO8667
 DO8667;                    North         East    Units  Estimated Accuracy
 DO8667;SPC MN C     -   364,369.9     775,906.0     MT  (+/- 3 meters HH1 GPS) 
 DO8667
 DO8667_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUN8155948360(NAD 83)
 DO8667
 DO8667                          SUPERSEDED SURVEY CONTROL
 DO8667
 DO8667  NAVD 88 (08/26/19)  399.691  (m)         1311.32   (f) SUPERSEDED  2 1
 DO8667  NAVD 88 (09/23/13)  399.682  (m)         1311.29   (f) SUPERSEDED  2 1
 DO8667
 DO8667.Superseded values are not recommended for survey control.
 DO8667
 DO8667.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DO8667.See file dsdata.pdf to determine how the superseded data were derived.
 DO8667
 DO8667_MARKER: I = METAL ROD
 DO8667_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DO8667_STAMPING: 1102 AA 2012
 DO8667_MARK LOGO: MNDT
 DO8667_PROJECTION: RECESSED 8 CENTIMETERS
 DO8667_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DO8667_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DO8667_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DO8667+SATELLITE: SATELLITE OBSERVATIONS - June 07, 2023
 DO8667_ROD/PIPE-DEPTH: 15.2 meters
 DO8667
 DO8667  HISTORY     - Date     Condition        Report By
 DO8667  HISTORY     - 20120815 MONUMENTED       MNDT
 DO8667  HISTORY     - 20210706 GOOD             MNDT
 DO8667  HISTORY     - 20230607 GOOD             MNDT
 DO8667
 DO8667                          STATION DESCRIPTION
 DO8667
 DO8667'DESCRIBED BY MN DEPT OF TRANSP 2012 (JBG)
 DO8667'2.0 MILES EAST OF CASS LAKE, 2.05 MILES EAST ALONG TRUNK HIGHWAY 2
 DO8667'FROM JUNCTION OF TRUNK HIGHWAY 2 AND TRUNK HIGHWAY 371 IN CASS LAKE,
 DO8667'AT TRUNK HIGHWAY 2 MILEPOINT 132.05, 32.6 FEET NORTH OF TRUNK HIGHWAY
 DO8667'2, 200.0 FEET WEST OF STONEY POINT ROAD, 1.5 FEET SOUTH OF WITNESS
 DO8667'POST.
 DO8667
 DO8667                          STATION RECOVERY (2021)
 DO8667
 DO8667'RECOVERY NOTE BY MN DEPT OF TRANSP 2021 (TJD)
 DO8667'RECOVERED IN GOOD CONDITION.
 DO8667
 DO8667                          STATION RECOVERY (2023)
 DO8667
 DO8667'RECOVERY NOTE BY MN DEPT OF TRANSP 2023 (AJH)
 DO8667'2.0 MI (3.2 KM) EAST OF CASS LAKE, 2.05 MI (3.30 KM) EAST ALONG TRUNK
 DO8667'HIGHWAY 2 FROM THE JUNCTION OF TRUNK HIGHWAY 2 AND TRUNK HIGHWAY 371
 DO8667'IN CASS LAKE, AT TRUNK HIGHWAY 2 MILE POINT 132.05, 32.6 FT (9.9 M)
 DO8667'NORTH OF TRUNK HIGHWAY 2, 200.0 FT (61.0 M) WEST OF STONEY POINT ROAD,
 DO8667'1.5 FT (0.5 M) SOUTH OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DO6796 ***********************************************************************
 DO6796  DESIGNATION -  1102 AC
 DO6796  PID         -  DO6796
 DO6796  STATE/COUNTY-  MN/CASS
 DO6796  COUNTRY     -  US
 DO6796  USGS QUAD   -  SUCKER LAKES (2019)
 DO6796
 DO6796                         *CURRENT SURVEY CONTROL
 DO6796  ______________________________________________________________________
 DO6796* NAD 83(2011) POSITION- 47 22 12.06437(N) 094 25 46.76536(W)   ADJUSTED
 DO6796* NAD 83(2011) ELLIP HT-   371.531 (meters)        (05/22/13)   ADJUSTED
 DO6796* NAD 83(2011) EPOCH   -  2010.00
 DO6796* NAVD 88 ORTHO HEIGHT -   399.772 (meters)     1311.59  (feet) ADJUSTED
 DO6796  ______________________________________________________________________
 DO6796  GEOID HEIGHT    -        -28.226 (meters)                     GEOID18
 DO6796  NAD 83(2011) X  -   -334,255.277 (meters)                     COMP
 DO6796  NAD 83(2011) Y  - -4,314,836.166 (meters)                     COMP
 DO6796  NAD 83(2011) Z  -  4,669,995.847 (meters)                     COMP
 DO6796  LAPLACE CORR    -         -2.51  (seconds)                    DEFLEC18
 DO6796  DYNAMIC HEIGHT  -        399.817 (meters)     1311.73  (feet) COMP
 DO6796  MODELED GRAVITY -    980,711.8   (mgal)                       NAVD 88
 DO6796
 DO6796  VERT ORDER      -  SECOND    CLASS I
 DO6796
 DO6796  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DO6796  Standards:
 DO6796         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DO6796            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DO6796  -------------------------------------------------------------------
 DO6796  NETWORK    0.88   0.73           0.41   0.27   0.37      0.30131861
 DO6796  -------------------------------------------------------------------
 DO6796  Click here for local accuracies and other accuracy information.
 DO6796
 DO6796.The horizontal coordinates were established by GPS observations
 DO6796.and adjusted by the National Geodetic Survey in May 2013.
 DO6796
 DO6796.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DO6796.been affixed to the stable North American tectonic plate. See 
 DO6796.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DO6796
 DO6796.The horizontal coordinates are valid at the epoch date displayed above
 DO6796.which is a decimal equivalence of Year/Month/Day.
 DO6796
 DO6796.The orthometric height was determined by differential leveling and
 DO6796.adjusted by the NATIONAL GEODETIC SURVEY
 DO6796.in February 2020.
 DO6796
 DO6796.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO6796.GEOID18 height accuracy estimate available here.
 DO6796
 DO6796.Click photographs - Photos may exist for this station.
 DO6796
 DO6796.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DO6796
 DO6796.The Laplace correction was computed from DEFLEC18 derived deflections.
 DO6796
 DO6796.The ellipsoidal height was determined by GPS observations
 DO6796.and is referenced to NAD 83.
 DO6796
 DO6796.The dynamic height is computed by dividing the NAVD 88
 DO6796.geopotential number by the normal gravity value computed on the
 DO6796.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO6796.degrees latitude (g = 980.6199 gals.).
 DO6796
 DO6796.The modeled gravity was interpolated from observed gravity values.
 DO6796
 DO6796. The following values were computed from the NAD 83(2011) position.
 DO6796
 DO6796;                    North         East     Units Scale Factor Converg.
 DO6796;SPC MN C     -   363,453.582   786,429.471   MT  1.00008575   -0 07 47.9
 DO6796;SPC MN C     - 1,192,430.63  2,580,144.02   sFT  1.00008575   -0 07 47.9
 DO6796;UTM  15      - 5,247,275.064   392,063.061   MT  0.99974318   -1 03 07.1
 DO6796
 DO6796!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DO6796!SPC MN C     -   0.99994177  x   1.00008575  =   1.00002751
 DO6796!UTM  15      -   0.99994177  x   0.99974318  =   0.99968496
 DO6796
 DO6796_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUN9206347275(NAD 83)
 DO6796
 DO6796                          SUPERSEDED SURVEY CONTROL
 DO6796
 DO6796  NAD 83(2011)-  47 22 12.06440(N)    094 25 46.76535(W) AD(2010.00) 0
 DO6796  ELLIP H (04/01/13)  371.533  (m)                       GP(2010.00)    
 DO6796  NAVD 88 (08/26/19)  399.769  (m)         1311.58   (f) SUPERSEDED  2 1
 DO6796  NAVD 88 (09/23/13)  399.752  (m)         1311.52   (f) SUPERSEDED  2 1
 DO6796  NAVD 88             399.75   (m)         1311.5    (f) LEVELING    3  
 DO6796
 DO6796.Superseded values are not recommended for survey control.
 DO6796
 DO6796.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DO6796.See file dsdata.pdf to determine how the superseded data were derived.
 DO6796
 DO6796_MARKER: I = METAL ROD
 DO6796_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DO6796_STAMPING: 1102 AC 2012
 DO6796_MARK LOGO: MNDT
 DO6796_PROJECTION: RECESSED 8 CENTIMETERS
 DO6796_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DO6796_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DO6796_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DO6796+SATELLITE: SATELLITE OBSERVATIONS - June 07, 2023
 DO6796_ROD/PIPE-DEPTH: 15.2 meters
 DO6796
 DO6796  HISTORY     - Date     Condition        Report By
 DO6796  HISTORY     - 20120815 MONUMENTED       MNDT
 DO6796  HISTORY     - 20120820 GOOD             MNDT
 DO6796  HISTORY     - 20200128 GOOD             MNDT
 DO6796  HISTORY     - 20230607 GOOD             MNDT
 DO6796
 DO6796                          STATION DESCRIPTION
 DO6796
 DO6796'DESCRIBED BY MN DEPT OF TRANSP 2012 (DXS)
 DO6796'8.65 MILES EAST OF CASS LAKE, 8.65 MILES EAST ALONG TRUNK HIGHWAY 2
 DO6796'FROM JUNCTION OF TRUNK HIGHWAY 2 AND TRUNK HIGHWAY 371 IN CASS LAKE,
 DO6796'AT TRUNK HIGHWAY 2 MILEPOINT 138.65, 26.5 FEET NORTH OF TRUNK HIGHWAY
 DO6796'2, 1.5 FEET SOUTH OF WITNESS POST.
 DO6796
 DO6796                          STATION RECOVERY (2020)
 DO6796
 DO6796'RECOVERY NOTE BY MN DEPT OF TRANSP 2020 (KMS)
 DO6796'8.65 MI (13.92 KM) EAST OF CASS LAKE, 8.65 MI (13.92 KM) EAST ALONG
 DO6796'TRUNK HIGHWAY 2 FROM THE JUNCTION OF TRUNK HIGHWAY 2 AND TRUNK HIGHWAY
 DO6796'371 IN CASS LAKE, AT TRUNK HIGHWAY 2 MILE POINT 138.65, 26.5 FT (8.1
 DO6796'M) NORTH OF TRUNK HIGHWAY 2, 8.8 FT (2.7 M) SOUTH OF A WITNESS POST.
 DO6796
 DO6796                          STATION RECOVERY (2023)
 DO6796
 DO6796'RECOVERY NOTE BY MN DEPT OF TRANSP 2023 (AJH)
 DO6796'8.65 MI (13.92 KM) EAST OF CASS LAKE, 8.65 MI (13.92 KM) EAST ALONG
 DO6796'TRUNK HIGHWAY 2 FROM THE JUNCTION OF TRUNK HIGHWAY 2 AND TRUNK HIGHWAY
 DO6796'371 IN CASS LAKE, AT TRUNK HIGHWAY 2 MILE POINT 138.65, 26.5 FT (8.1
 DO6796'M) NORTH OF TRUNK HIGHWAY 2, 8.8 FT (2.7 M) SOUTH OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DO6797 ***********************************************************************
 DO6797  DESIGNATION -  1102 AD
 DO6797  PID         -  DO6797
 DO6797  STATE/COUNTY-  MN/CASS
 DO6797  COUNTRY     -  US
 DO6797  USGS QUAD   -  SUCKER LAKES (2019)
 DO6797
 DO6797                         *CURRENT SURVEY CONTROL
 DO6797  ______________________________________________________________________
 DO6797* NAD 83(2011) POSITION- 47 21 48.51014(N) 094 22 34.28571(W)   ADJUSTED
 DO6797* NAD 83(2011) ELLIP HT-   375.040 (meters)        (05/22/13)   ADJUSTED
 DO6797* NAD 83(2011) EPOCH   -  2010.00
 DO6797* NAVD 88 ORTHO HEIGHT -   403.329 (meters)     1323.26  (feet) ADJUSTED
 DO6797  ______________________________________________________________________
 DO6797  GEOID HEIGHT    -        -28.271 (meters)                     GEOID18
 DO6797  NAD 83(2011) X  -   -330,269.686 (meters)                     COMP
 DO6797  NAD 83(2011) Y  - -4,315,682.210 (meters)                     COMP
 DO6797  NAD 83(2011) Z  -  4,669,505.716 (meters)                     COMP
 DO6797  LAPLACE CORR    -         -3.07  (seconds)                    DEFLEC18
 DO6797  DYNAMIC HEIGHT  -        403.374 (meters)     1323.40  (feet) COMP
 DO6797  MODELED GRAVITY -    980,711.7   (mgal)                       NAVD 88
 DO6797
 DO6797  VERT ORDER      -  SECOND    CLASS I
 DO6797
 DO6797  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DO6797  Standards:
 DO6797         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DO6797            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DO6797  -------------------------------------------------------------------
 DO6797  NETWORK    0.78   0.71           0.36   0.25   0.36      0.20665175
 DO6797  -------------------------------------------------------------------
 DO6797  Click here for local accuracies and other accuracy information.
 DO6797
 DO6797.The horizontal coordinates were established by GPS observations
 DO6797.and adjusted by the National Geodetic Survey in May 2013.
 DO6797
 DO6797.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DO6797.been affixed to the stable North American tectonic plate. See 
 DO6797.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DO6797
 DO6797.The horizontal coordinates are valid at the epoch date displayed above
 DO6797.which is a decimal equivalence of Year/Month/Day.
 DO6797
 DO6797.The orthometric height was determined by differential leveling and
 DO6797.adjusted by the NATIONAL GEODETIC SURVEY
 DO6797.in August 2019.
 DO6797
 DO6797.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO6797.GEOID18 height accuracy estimate available here.
 DO6797
 DO6797.Click photographs - Photos may exist for this station.
 DO6797
 DO6797.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DO6797
 DO6797.The Laplace correction was computed from DEFLEC18 derived deflections.
 DO6797
 DO6797.The ellipsoidal height was determined by GPS observations
 DO6797.and is referenced to NAD 83.
 DO6797
 DO6797.The dynamic height is computed by dividing the NAVD 88
 DO6797.geopotential number by the normal gravity value computed on the
 DO6797.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO6797.degrees latitude (g = 980.6199 gals.).
 DO6797
 DO6797.The modeled gravity was interpolated from observed gravity values.
 DO6797
 DO6797. The following values were computed from the NAD 83(2011) position.
 DO6797
 DO6797;                    North         East     Units Scale Factor Converg.
 DO6797;SPC MN C     -   362,718.304   790,466.945   MT  1.00008368   -0 05 28.6
 DO6797;SPC MN C     - 1,190,018.30  2,593,390.30   sFT  1.00008368   -0 05 28.6
 DO6797;UTM  15      - 5,246,475.218   396,086.790   MT  0.99973270   -1 00 45.0
 DO6797
 DO6797!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DO6797!SPC MN C     -   0.99994122  x   1.00008368  =   1.00002489
 DO6797!UTM  15      -   0.99994122  x   0.99973270  =   0.99967393
 DO6797
 DO6797_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUN9608646475(NAD 83)
 DO6797
 DO6797                          SUPERSEDED SURVEY CONTROL
 DO6797
 DO6797  NAD 83(2011)-  47 21 48.51017(N)    094 22 34.28571(W) AD(2010.00) 0
 DO6797  ELLIP H (04/01/13)  375.042  (m)                       GP(2010.00)    
 DO6797  NAVD 88 (09/23/13)  403.313  (m)         1323.20   (f) SUPERSEDED  2 1
 DO6797  NAVD 88             403.31   (m)         1323.2    (f) LEVELING    3  
 DO6797
 DO6797.Superseded values are not recommended for survey control.
 DO6797
 DO6797.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DO6797.See file dsdata.pdf to determine how the superseded data were derived.
 DO6797
 DO6797_MARKER: F = FLANGE-ENCASED ROD
 DO6797_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DO6797_STAMPING: 1102 AD 2012
 DO6797_MARK LOGO: MNDT
 DO6797_PROJECTION: RECESSED 8 CENTIMETERS
 DO6797_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DO6797_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DO6797_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DO6797+SATELLITE: SATELLITE OBSERVATIONS - June 12, 2023
 DO6797_ROD/PIPE-DEPTH: 11.3 meters
 DO6797
 DO6797  HISTORY     - Date     Condition        Report By
 DO6797  HISTORY     - 20120815 MONUMENTED       MNDT
 DO6797  HISTORY     - 20120820 GOOD             MNDT
 DO6797  HISTORY     - 20230612 GOOD             MNDT
 DO6797
 DO6797                          STATION DESCRIPTION
 DO6797
 DO6797'DESCRIBED BY MN DEPT OF TRANSP 2012 (SXH)
 DO6797'11.2 MILES EAST OF CASS LAKE, 11.2 MILES EAST ALONG TRUNK HIGHWAY 2
 DO6797'FROM JUNCTION OF TRUNK HIGHWAY 2 AND TRUNK HIGHWAY 371 IN CASS LAKE,
 DO6797'AT TRUNK HIGHWAY 2 MILEPOINT 141.2, 25.3 FEET NORTH OF TRUNK HIGHWAY
 DO6797'2, 1.5 FEET SOUTH OF WITNESS POST.
 DO6797
 DO6797                          STATION RECOVERY (2023)
 DO6797
 DO6797'RECOVERY NOTE BY MN DEPT OF TRANSP 2023 (AJH)
 DO6797'11.2 MI (18.0 KM) EAST OF CASS LAKE, 11.2 MI (18.0 KM) EAST ALONG
 DO6797'TRUNK HIGHWAY 2 FROM THE JUNCTION OF TRUNK HIGHWAY 2 AND TRUNK HIGHWAY
 DO6797'371 IN CASS LAKE, AT TRUNK HIGHWAY 2 MILE POINT 141.2, 25.3 FT (7.7 M)
 DO6797'NORTH OF TRUNK HIGHWAY 2, 1.5 FT (0.5 M) SOUTH OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DF4602 ***********************************************************************
 DF4602  DESIGNATION -  1102 B
 DF4602  PID         -  DF4602
 DF4602  STATE/COUNTY-  MN/CASS
 DF4602  COUNTRY     -  US
 DF4602  USGS QUAD   -  CASS LAKE (2019)
 DF4602
 DF4602                         *CURRENT SURVEY CONTROL
 DF4602  ______________________________________________________________________
 DF4602* NAD 83(2011) POSITION- 47 22 39.43429(N) 094 34 30.06044(W)   ADJUSTED
 DF4602* NAD 83(2011) ELLIP HT-   369.655 (meters)        (06/27/12)   ADJUSTED
 DF4602* NAD 83(2011) EPOCH   -  2010.00
 DF4602* NAVD 88 ORTHO HEIGHT -   397.825 (meters)     1305.20  (feet) ADJUSTED
 DF4602  ______________________________________________________________________
 DF4602  GEOID HEIGHT    -        -28.157 (meters)                     GEOID18
 DF4602  NAD 83(2011) X  -   -345,151.243 (meters)                     COMP
 DF4602  NAD 83(2011) Y  - -4,313,353.020 (meters)                     COMP
 DF4602  NAD 83(2011) Z  -  4,670,566.920 (meters)                     COMP
 DF4602  LAPLACE CORR    -         -1.20  (seconds)                    DEFLEC18
 DF4602  DYNAMIC HEIGHT  -        397.867 (meters)     1305.34  (feet) COMP
 DF4602  MODELED GRAVITY -    980,706.8   (mgal)                       NAVD 88
 DF4602
 DF4602  VERT ORDER      -  SECOND    CLASS I
 DF4602
 DF4602  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DF4602  Standards:
 DF4602         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DF4602            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DF4602  -------------------------------------------------------------------
 DF4602  NETWORK    0.81   0.88           0.38   0.26   0.45     -0.04635204
 DF4602  -------------------------------------------------------------------
 DF4602  Click here for local accuracies and other accuracy information.
 DF4602
 DF4602.The horizontal coordinates were established by GPS observations
 DF4602.and adjusted by the National Geodetic Survey in June 2012.
 DF4602
 DF4602.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DF4602.been affixed to the stable North American tectonic plate. See 
 DF4602.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DF4602
 DF4602.The horizontal coordinates are valid at the epoch date displayed above
 DF4602.which is a decimal equivalence of Year/Month/Day.
 DF4602
 DF4602.The orthometric height was determined by differential leveling and
 DF4602.adjusted by the NATIONAL GEODETIC SURVEY
 DF4602.in February 2020.
 DF4602
 DF4602.Significant digits in the geoid height do not necessarily reflect accuracy.
 DF4602.GEOID18 height accuracy estimate available here.
 DF4602
 DF4602.Click photographs - Photos may exist for this station.
 DF4602
 DF4602.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DF4602
 DF4602.The Laplace correction was computed from DEFLEC18 derived deflections.
 DF4602
 DF4602.The ellipsoidal height was determined by GPS observations
 DF4602.and is referenced to NAD 83.
 DF4602
 DF4602.The dynamic height is computed by dividing the NAVD 88
 DF4602.geopotential number by the normal gravity value computed on the
 DF4602.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DF4602.degrees latitude (g = 980.6199 gals.).
 DF4602
 DF4602.The modeled gravity was interpolated from observed gravity values.
 DF4602
 DF4602. The following values were computed from the NAD 83(2011) position.
 DF4602
 DF4602;                    North         East     Units Scale Factor Converg.
 DF4602;SPC MN C     -   364,333.889   775,453.132   MT  1.00008817   -0 14 06.4
 DF4602;SPC MN C     - 1,195,318.77  2,544,132.48   sFT  1.00008817   -0 14 06.4
 DF4602;UTM  15      - 5,248,331.721   381,105.929   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  =   1.00003023
 DF4602!UTM  15      -   0.99994206  x   0.99977372  =   0.99971580
 DF4602
 DF4602_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUN8110548331(NAD 83)
 DF4602
 DF4602                          SUPERSEDED SURVEY CONTROL
 DF4602
 DF4602  NAD 83(2007)-  47 22 39.43437(N)    094 34 30.06143(W) AD(2002.00) 0
 DF4602  ELLIP H (02/10/07)  369.684  (m)                       GP(2002.00)    
 DF4602  NAD 83(1996)-  47 22 39.43404(N)    094 34 30.06121(W) AD(       ) 1
 DF4602  ELLIP H (07/22/03)  369.703  (m)                       GP(       ) 3 2
 DF4602  NAVD 88 (08/26/19)  397.820  (m)         1305.18   (f) SUPERSEDED  2 1
 DF4602  NAVD 88 (08/10/04)  397.812  (m)         1305.15   (f) SUPERSEDED  2 1
 DF4602  NAVD 88             397.82   (m)         1305.2    (f) LEVELING    3  
 DF4602
 DF4602.Superseded values are not recommended for survey control.
 DF4602
 DF4602.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF4602.See file dsdata.pdf to determine how the superseded data were derived.
 DF4602
 DF4602_MARKER: DV = VERTICAL CONTROL DISK
 DF4602_SETTING: 56 = COPPER-CLAD ROD IN SLEEVE (10 FT.+)
 DF4602_STAMPING: 1102 B 1976
 DF4602_MARK LOGO: MNHD
 DF4602_PROJECTION: FLUSH
 DF4602_MAGNETIC: I = MARKER IS A STEEL ROD
 DF4602_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DF4602_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF4602+SATELLITE: SATELLITE OBSERVATIONS - June 07, 2023
 DF4602
 DF4602  HISTORY     - Date     Condition        Report By
 DF4602  HISTORY     - 19760401 MONUMENTED       MNHD
 DF4602  HISTORY     - 20010815 GOOD             MNDT
 DF4602  HISTORY     - 20120420 GOOD             MNDT
 DF4602  HISTORY     - 20230607 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.
 DF4602
 DF4602                          STATION RECOVERY (2012)
 DF4602
 DF4602'RECOVERY NOTE BY MN DEPT OF TRANSP 2012 (MAS)
 DF4602'1.4 MILES EAST-SOUTHEAST OF CASS LAKE, 2.25 MILES EAST ALONG TRUNK
 DF4602'HIGHWAY 2 FROM JUNCTION OF TRUNK HIGHWAY 2 AND TRUNK HIGHWAY 371 IN
 DF4602'CASS LAKE TO TRUNK HIGHWAY 2 MILEPOINT 131.75, THEN 325.0 FEET SOUTH
 DF4602'ON TRAIL, OPPOSITE STONEY POINT RESORT ENTRANCE, 49.0 FEET SOUTH OF
 DF4602'STATE TRAIL, 11.0 FEET WEST OF TRAIL, 11.0 FEET EAST OF CABLE MARKER,
 DF4602'1.2 FEET NORTH OF WITNESS POST.
 DF4602
 DF4602                          STATION RECOVERY (2023)
 DF4602
 DF4602'RECOVERY NOTE BY MN DEPT OF TRANSP 2023 (AJH)
 DF4602'1.4 MI (2.3 KM) EAST-SOUTHEAST OF CASS LAKE, 2.25 MI (3.62 KM) EAST
 DF4602'ALONG TRUNK HIGHWAY 2 FROM THE JUNCTION OF TRUNK HIGHWAY 2 AND TRUNK
 DF4602'HIGHWAY 371 IN CASS LAKE TO TRUNK HIGHWAY 2 MILE POINT 131.75, THEN
 DF4602'325.0 FT (99.1 M) SOUTH ON A TRAIL, OPPOSITE THE STONEY POINT RESORT
 DF4602'ENTRANCE, 49.0 FT (14.9 M) SOUTH OF A STATE TRAIL, 11.0 FT (3.4 M)
 DF4602'WEST OF A TRAIL, 11.0 FT (3.4 M) EAST OF A CABLE MARKER, 1.2 FT (0.4
 DF4602'M) NORTH OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DF4601 ***********************************************************************
 DF4601  DESIGNATION -  1102 C
 DF4601  PID         -  DF4601
 DF4601  STATE/COUNTY-  MN/CASS
 DF4601  COUNTRY     -  US
 DF4601  USGS QUAD   -  CASS LAKE (2019)
 DF4601
 DF4601                         *CURRENT SURVEY CONTROL
 DF4601  ______________________________________________________________________
 DF4601* NAD 83(1986) POSITION- 47 22 33.52   (N) 094 33 19.25   (W)   HD_HELD1
 DF4601* NAVD 88 ORTHO HEIGHT -   402.551 (meters)     1320.70  (feet) ADJUSTED
 DF4601  ______________________________________________________________________
 DF4601  GEOID HEIGHT    -        -28.163 (meters)                     GEOID18
 DF4601  DYNAMIC HEIGHT  -        402.594 (meters)     1320.84  (feet) COMP
 DF4601  MODELED GRAVITY -    980,707.4   (mgal)                       NAVD 88
 DF4601
 DF4601  VERT ORDER      -  SECOND    CLASS I
 DF4601
 DF4601.The horizontal coordinates were determined by differentially corrected
 DF4601.hand held GPS observations or other comparable positioning techniques
 DF4601.and have an estimated accuracy of +/- 3 meters.
 DF4601
 DF4601.The orthometric height was determined by differential leveling and
 DF4601.adjusted by the NATIONAL GEODETIC SURVEY
 DF4601.in February 2020.
 DF4601
 DF4601.Significant digits in the geoid height do not necessarily reflect accuracy.
 DF4601.GEOID18 height accuracy estimate available here.
 DF4601
 DF4601.Click photographs - Photos may exist for this station.
 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     -   364,145.3     776,938.0     MT  (+/- 3 meters HH1 GPS) 
 DF4601
 DF4601_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUN8258748119(NAD 83)
 DF4601
 DF4601                          SUPERSEDED SURVEY CONTROL
 DF4601
 DF4601  NAVD 88 (08/26/19)  402.546  (m)         1320.69   (f) SUPERSEDED  2 1
 DF4601  NAVD 88 (08/10/04)  402.535  (m)         1320.65   (f) SUPERSEDED  2 1
 DF4601
 DF4601.Superseded values are not recommended for survey control.
 DF4601
 DF4601.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF4601.See file dsdata.pdf to determine how the superseded data were derived.
 DF4601
 DF4601_MARKER: DV = VERTICAL CONTROL DISK
 DF4601_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 DF4601_STAMPING: 1102 C 1976
 DF4601_MARK LOGO: MNHD
 DF4601_PROJECTION: FLUSH
 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 - June 07, 2023
 DF4601
 DF4601  HISTORY     - Date     Condition        Report By
 DF4601  HISTORY     - 19760401 MONUMENTED       MNHD
 DF4601  HISTORY     - 20010815 GOOD             MNDT
 DF4601  HISTORY     - 20120420 GOOD             MNDT
 DF4601  HISTORY     - 20230607 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.
 DF4601
 DF4601                          STATION RECOVERY (2012)
 DF4601
 DF4601'RECOVERY NOTE BY MN DEPT OF TRANSP 2012 (KMS)
 DF4601'2.3 MILES EAST-SOUTHEAST OF CASS LAKE, 2.7 MILES EAST ALONG TRUNK
 DF4601'HIGHWAY 2 FROM JUNCTION TRUNK HIGHWAY 2 AND TRUNK HIGHWAY 371 IN CASS
 DF4601'LAKE, AT TRUNK HIGHWAY 2 MILEPOINT 132.7, 101.5 FEET NORTH OF TRUNK
 DF4601'HIGHWAY 2, 35.8 FEET WEST OF STRAWBERRY POINT ROAD, 37.6 FEET
 DF4601'NORTHWEST OF TELEPHONE CABLE PEDESTAL NUMBER 421, 36.9 FEET NORTHWEST
 DF4601'OF RIGHT-OF-WAY SIGN POST, 0.7 FOOT SOUTH OF WITNESS POST.
 DF4601
 DF4601                          STATION RECOVERY (2023)
 DF4601
 DF4601'RECOVERY NOTE BY MN DEPT OF TRANSP 2023 (AJH)
 DF4601'2.3 MI (3.7 KM) EAST-SOUTHEAST OF CASS LAKE, 2.7 MI (4.3 KM) EAST
 DF4601'ALONG TRUNK HIGHWAY 2 FROM THE JUNCTION OF TRUNK HIGHWAY 2 AND TRUNK
 DF4601'HIGHWAY 371 IN CASS LAKE, AT TRUNK HIGHWAY 2 MILE POINT 132.7, 101.5
 DF4601'FT (30.9 M) NORTH OF TRUNK HIGHWAY 2, 35.8 FT (10.9 M) WEST OF
 DF4601'STRAWBERRY POINT ROAD, 37.6 FT (11.5 M) NORTHWEST OF A TELEPHONE CABLE
 DF4601'PEDESTAL NUMBER 421, 36.9 FT (11.2 M) NORTHWEST OF A RIGHT-OF-WAY
 DF4601'SIGNPOST, 0.7 FT (21 CM) SOUTH OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DO8668 ***********************************************************************
 DO8668  DESIGNATION -  1102 D
 DO8668  PID         -  DO8668
 DO8668  STATE/COUNTY-  MN/CASS
 DO8668  COUNTRY     -  US
 DO8668  USGS QUAD   -  PIKE BAY (2019)
 DO8668
 DO8668                         *CURRENT SURVEY CONTROL
 DO8668  ______________________________________________________________________
 DO8668* NAD 83(1986) POSITION- 47 22 16.     (N) 094 32 20.     (W)   SCALED
 DO8668* NAVD 88 ORTHO HEIGHT -   402.193 (meters)     1319.53  (feet) ADJUSTED
 DO8668  ______________________________________________________________________
 DO8668  GEOID HEIGHT    -        -28.163 (meters)                     GEOID18
 DO8668  DYNAMIC HEIGHT  -        402.236 (meters)     1319.67  (feet) COMP
 DO8668  MODELED GRAVITY -    980,707.8   (mgal)                       NAVD 88
 DO8668
 DO8668  VERT ORDER      -  SECOND    CLASS I
 DO8668
 DO8668.The horizontal coordinates were scaled from a map and have
 DO8668.an estimated accuracy of +/- 6 seconds.
 DO8668
 DO8668.The orthometric height was determined by differential leveling and
 DO8668.adjusted by the NATIONAL GEODETIC SURVEY
 DO8668.in February 2020.
 DO8668
 DO8668.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO8668.GEOID18 height accuracy estimate available here.
 DO8668
 DO8668.Click photographs - Photos may exist for this station.
 DO8668
 DO8668.The dynamic height is computed by dividing the NAVD 88
 DO8668.geopotential number by the normal gravity value computed on the
 DO8668.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO8668.degrees latitude (g = 980.6199 gals.).
 DO8668
 DO8668.The modeled gravity was interpolated from observed gravity values.
 DO8668
 DO8668;                    North         East    Units  Estimated Accuracy
 DO8668;SPC MN C     -   363,600.      778,180.      MT  (+/- 180 meters Scaled)
 DO8668
 DO8668_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUN838475(NAD 83)
 DO8668
 DO8668                          SUPERSEDED SURVEY CONTROL
 DO8668
 DO8668  NAVD 88 (08/26/19)  402.187  (m)         1319.51   (f) SUPERSEDED  2 1
 DO8668  NAVD 88 (09/23/13)  402.175  (m)         1319.47   (f) SUPERSEDED  2 1
 DO8668
 DO8668.Superseded values are not recommended for survey control.
 DO8668
 DO8668.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DO8668.See file dsdata.pdf to determine how the superseded data were derived.
 DO8668
 DO8668_MARKER: DV = VERTICAL CONTROL DISK
 DO8668_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 DO8668_STAMPING: 1102 D 1976
 DO8668_MARK LOGO: MNHD
 DO8668_PROJECTION: FLUSH
 DO8668_MAGNETIC: I = MARKER IS A STEEL ROD
 DO8668_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DO8668_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DO8668+SATELLITE: SATELLITE OBSERVATIONS - June 07, 2023
 DO8668_ROD/PIPE-DEPTH: 19.5 meters
 DO8668
 DO8668  HISTORY     - Date     Condition        Report By
 DO8668  HISTORY     - 19760401 MONUMENTED       MNHD
 DO8668  HISTORY     - 20120420 GOOD             MNDT
 DO8668  HISTORY     - 20230607 GOOD             MNDT
 DO8668
 DO8668                          STATION DESCRIPTION
 DO8668
 DO8668'DESCRIBED BY MN DEPT OF TRANSP 2012 (MAS)
 DO8668'3.1 MILES EAST-SOUTHEAST OF CASS LAKE, 0.1 MILE EAST ALONG 2ND STREET
 DO8668'NORTHWEST FROM JUNCTION OF 2ND STREET NORTHWEST AND ELM AVENUE IN CASS
 DO8668'LAKE, THEN 0.2 MILE NORTH ON MAPLE AVENUE, THEN 2.1 MILES
 DO8668'EAST-SOUTHEAST ON TRUNK HIGHWAY 2 EAST, THEN 243.0 FEET SOUTH ON
 DO8668'FOREST ROUTE 2137/PIKE BAY LOOP NORTHWEST, 67.3 FEET SOUTH OF SOUTH
 DO8668'RAIL OF RAILROAD, 29.0 FEET WEST OF PIKE BAY LOOP ROAD, 88.0 FEET
 DO8668'NORTH OF TEE-ROAD WEST, 93.2 FEET WEST-SOUTHWEST OF TELEPHONE CABLE
 DO8668'PEDESTAL 350-1, 65.6 FEET SOUTHWEST OF RAILROAD CROSSING POST, 0.8
 DO8668'FOOT NORTH OF WITNESS POST.
 DO8668
 DO8668                          STATION RECOVERY (2023)
 DO8668
 DO8668'RECOVERY NOTE BY MN DEPT OF TRANSP 2023 (AJH)
 DO8668'3.1 MI (5.0 KM) EAST-SOUTHEAST OF CASS LAKE, 0.1 MI (0.2 KM) EAST
 DO8668'ALONG SECOND STREET NORTHWEST FROM THE JUNCTION OF SECOND STREET
 DO8668'NORTHWEST AND ELM AVENUE IN CASS LAKE, THEN 0.2 MI (0.3 KM) NORTH ON
 DO8668'MAPLE AVENUE, THEN 2.1 MI (3.4 KM) EAST-SOUTHEAST ON TRUNK HIGHWAY 2
 DO8668'EAST, THEN 243.0 FT (74.1 M) SOUTH ON FOREST ROUTE 2137/PIKE BAY LOOP
 DO8668'NORTHWEST, 67.3 FT (20.5 M) SOUTH OF THE SOUTH RAIL OF A RAILROAD,
 DO8668'29.0 FT (8.8 M) WEST OF PIKE BAY LOOP ROAD, 88.0 FT (26.8 M) NORTH OF
 DO8668'A TEE-ROAD WEST, 93.2 FT (28.4 M) WEST-SOUTHWEST OF A TELEPHONE CABLE
 DO8668'PEDESTAL NUMBER 350-1, 65.6 FT (20.0 M) SOUTHWEST OF A RAILROAD
 DO8668'CROSSING POST, 0.8 FT (24 CM) NORTH OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DF4598 ***********************************************************************
 DF4598  DESIGNATION -  1102 E
 DF4598  PID         -  DF4598
 DF4598  STATE/COUNTY-  MN/CASS
 DF4598  COUNTRY     -  US
 DF4598  USGS QUAD   -  PIKE BAY (2019)
 DF4598
 DF4598                         *CURRENT SURVEY CONTROL
 DF4598  ______________________________________________________________________
 DF4598* NAD 83(1986) POSITION- 47 22 18.17   (N) 094 31 18.38   (W)   HD_HELD1
 DF4598* NAVD 88 ORTHO HEIGHT -   405.700 (meters)     1331.03  (feet) ADJUSTED
 DF4598  ______________________________________________________________________
 DF4598  GEOID HEIGHT    -        -28.169 (meters)                     GEOID18
 DF4598  DYNAMIC HEIGHT  -        405.744 (meters)     1331.18  (feet) COMP
 DF4598  MODELED GRAVITY -    980,708.5   (mgal)                       NAVD 88
 DF4598
 DF4598  VERT ORDER      -  SECOND    CLASS I
 DF4598
 DF4598.The horizontal coordinates were determined by differentially corrected
 DF4598.hand held GPS observations or other comparable positioning techniques
 DF4598.and have an estimated accuracy of +/- 3 meters.
 DF4598
 DF4598.The orthometric height was determined by differential leveling and
 DF4598.adjusted by the NATIONAL GEODETIC SURVEY
 DF4598.in February 2020.
 DF4598
 DF4598.Significant digits in the geoid height do not necessarily reflect accuracy.
 DF4598.GEOID18 height accuracy estimate available here.
 DF4598
 DF4598.Click photographs - Photos may exist for this station.
 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     -   363,662.0     779,472.2     MT  (+/- 3 meters HH1 GPS) 
 DF4598
 DF4598_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUN8511247595(NAD 83)
 DF4598
 DF4598                          SUPERSEDED SURVEY CONTROL
 DF4598
 DF4598  NAVD 88 (08/26/19)  405.695  (m)         1331.02   (f) SUPERSEDED  2 1
 DF4598  NAVD 88 (08/10/04)  405.682  (m)         1330.98   (f) SUPERSEDED  2 1
 DF4598
 DF4598.Superseded values are not recommended for survey control.
 DF4598
 DF4598.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF4598.See file dsdata.pdf to determine how the superseded data were derived.
 DF4598
 DF4598_MARKER: DV = VERTICAL CONTROL DISK
 DF4598_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 DF4598_STAMPING: 1102 E 1976
 DF4598_MARK LOGO: MNHD
 DF4598_PROJECTION: FLUSH
 DF4598_MAGNETIC: I = MARKER IS A STEEL ROD
 DF4598_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DF4598_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF4598+SATELLITE: SATELLITE OBSERVATIONS - June 07, 2023
 DF4598
 DF4598  HISTORY     - Date     Condition        Report By
 DF4598  HISTORY     - 19760401 MONUMENTED       MNHD
 DF4598  HISTORY     - 20010815 GOOD             MNDT
 DF4598  HISTORY     - 20120420 GOOD             MNDT
 DF4598  HISTORY     - 20210706 GOOD             MNDT
 DF4598  HISTORY     - 20230607 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.
 DF4598
 DF4598                          STATION RECOVERY (2012)
 DF4598
 DF4598'RECOVERY NOTE BY MN DEPT OF TRANSP 2012 (MAS)
 DF4598'RECOVERED IN GOOD CONDITION.
 DF4598
 DF4598                          STATION RECOVERY (2021)
 DF4598
 DF4598'RECOVERY NOTE BY MN DEPT OF TRANSP 2021 (TJD)
 DF4598'RECOVERED IN GOOD CONDITION.
 DF4598
 DF4598                          STATION RECOVERY (2023)
 DF4598
 DF4598'RECOVERY NOTE BY MN DEPT OF TRANSP 2023 (AJH)
 DF4598'3.9 MI (6.3 KM) EAST-SOUTHEAST OF CASS LAKE, 4.35 MI (7.00 KM) EAST
 DF4598'ALONG TRUNK HIGHWAY 2 FROM THE JUNCTION OF TRUNK HIGHWAY 2 AND TRUNK
 DF4598'HIGHWAY 371 IN CASS LAKE, AT TRUNK HIGHWAY 2 MILE POINT 134.4, 77.0 FT
 DF4598'(23.5 M) NORTH OF TRUNK HIGHWAY 2, 49.0 FT (14.9 M) WEST OF NORWAY
 DF4598'BEACH ROAD, 19.2 FT (5.9 M) NORTH OF THE NORTHWEST CORNER OF A
 DF4598'CONCRETE BASE FOR THE NORWAY BEACH FOREST SERVICE SIGN, 0.7 FT (21 CM)
 DF4598'SOUTH OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DF4597 ***********************************************************************
 DF4597  DESIGNATION -  1102 F
 DF4597  PID         -  DF4597
 DF4597  STATE/COUNTY-  MN/CASS
 DF4597  COUNTRY     -  US
 DF4597  USGS QUAD   -  SUCKER LAKES (2019)
 DF4597
 DF4597                         *CURRENT SURVEY CONTROL
 DF4597  ______________________________________________________________________
 DF4597* NAD 83(2011) POSITION- 47 22 15.49837(N) 094 29 51.83672(W)   ADJUSTED
 DF4597* NAD 83(2011) ELLIP HT-   384.887 (meters)        (06/27/12)   ADJUSTED
 DF4597* NAD 83(2011) EPOCH   -  2010.00
 DF4597* NAVD 88 ORTHO HEIGHT -   413.092 (meters)     1355.29  (feet) ADJUSTED
 DF4597  ______________________________________________________________________
 DF4597  GEOID HEIGHT    -        -28.179 (meters)                     GEOID18
 DF4597  NAD 83(2011) X  -   -339,376.257 (meters)                     COMP
 DF4597  NAD 83(2011) Y  - -4,314,367.205 (meters)                     COMP
 DF4597  NAD 83(2011) Z  -  4,670,077.502 (meters)                     COMP
 DF4597  LAPLACE CORR    -         -1.43  (seconds)                    DEFLEC18
 DF4597  DYNAMIC HEIGHT  -        413.137 (meters)     1355.43  (feet) COMP
 DF4597  MODELED GRAVITY -    980,709.3   (mgal)                       NAVD 88
 DF4597
 DF4597  VERT ORDER      -  SECOND    CLASS I
 DF4597
 DF4597  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DF4597  Standards:
 DF4597         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DF4597            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DF4597  -------------------------------------------------------------------
 DF4597  NETWORK    0.52   0.61           0.24   0.18   0.31      0.07666163
 DF4597  -------------------------------------------------------------------
 DF4597  Click here for local accuracies and other accuracy information.
 DF4597
 DF4597.The horizontal coordinates were established by GPS observations
 DF4597.and adjusted by the National Geodetic Survey in June 2012.
 DF4597
 DF4597.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DF4597.been affixed to the stable North American tectonic plate. See 
 DF4597.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DF4597
 DF4597.The horizontal coordinates are valid at the epoch date displayed above
 DF4597.which is a decimal equivalence of Year/Month/Day.
 DF4597
 DF4597.The orthometric height was determined by differential leveling and
 DF4597.adjusted by the NATIONAL GEODETIC SURVEY
 DF4597.in February 2020.
 DF4597
 DF4597.Significant digits in the geoid height do not necessarily reflect accuracy.
 DF4597.GEOID18 height accuracy estimate available here.
 DF4597
 DF4597.Click photographs - Photos may exist for this station.
 DF4597
 DF4597.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DF4597
 DF4597.The Laplace correction was computed from DEFLEC18 derived deflections.
 DF4597
 DF4597.The ellipsoidal height was determined by GPS observations
 DF4597.and is referenced to NAD 83.
 DF4597
 DF4597.The dynamic height is computed by dividing the NAVD 88
 DF4597.geopotential number by the normal gravity value computed on the
 DF4597.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DF4597.degrees latitude (g = 980.6199 gals.).
 DF4597
 DF4597.The modeled gravity was interpolated from observed gravity values.
 DF4597
 DF4597. The following values were computed from the NAD 83(2011) position.
 DF4597
 DF4597;                    North         East     Units Scale Factor Converg.
 DF4597;SPC MN C     -   363,573.516   781,287.693   MT  1.00008606   -0 10 45.1
 DF4597;SPC MN C     - 1,192,824.11  2,563,274.71   sFT  1.00008606   -0 10 45.1
 DF4597;UTM  15      - 5,247,477.691   386,925.606   MT  0.99975713   -1 06 07.5
 DF4597
 DF4597!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF4597!SPC MN C     -   0.99993968  x   1.00008606  =   1.00002573
 DF4597!UTM  15      -   0.99993968  x   0.99975713  =   0.99969682
 DF4597
 DF4597_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUN8692547477(NAD 83)
 DF4597
 DF4597                          SUPERSEDED SURVEY CONTROL
 DF4597
 DF4597  NAD 83(2007)-  47 22 15.49840(N)    094 29 51.83760(W) AD(2002.00) 0
 DF4597  ELLIP H (02/10/07)  384.917  (m)                       GP(2002.00)    
 DF4597  NAD 83(1996)-  47 22 15.49810(N)    094 29 51.83736(W) AD(       ) 1
 DF4597  ELLIP H (07/22/03)  384.935  (m)                       GP(       ) 3 2
 DF4597  NAVD 88 (08/26/19)  413.087  (m)         1355.27   (f) SUPERSEDED  2 1
 DF4597  NAVD 88 (08/10/04)  413.073  (m)         1355.22   (f) SUPERSEDED  2 1
 DF4597  NAVD 88             413.08   (m)         1355.2    (f) LEVELING    3  
 DF4597
 DF4597.Superseded values are not recommended for survey control.
 DF4597
 DF4597.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF4597.See file dsdata.pdf to determine how the superseded data were derived.
 DF4597
 DF4597_MARKER: DD = SURVEY DISK
 DF4597_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DF4597_STAMPING: 1102 F 2001
 DF4597_MARK LOGO: MNDT
 DF4597_PROJECTION: FLUSH
 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 - June 07, 2023
 DF4597
 DF4597  HISTORY     - Date     Condition        Report By
 DF4597  HISTORY     - 20010808 MONUMENTED       MNDT
 DF4597  HISTORY     - 20120820 GOOD             MNDT
 DF4597  HISTORY     - 20230607 GOOD             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.
 DF4597
 DF4597                          STATION RECOVERY (2012)
 DF4597
 DF4597'RECOVERY NOTE BY MN DEPT OF TRANSP 2012 (AXL)
 DF4597'5.5 MILES EAST OF CASS LAKE, 5.5 MILES EAST ALONG TRUNK HIGHWAY 2 FROM
 DF4597'JUNCTION OF TRUNK HIGHWAY 2 AND TRUNK HIGHWAY 371 IN CASS LAKE, AT
 DF4597'TRUNK HIGHWAY 2 MILEPOINT 135.50, 138.4 FEET SOUTH OF TRUNK HIGHWAY 2,
 DF4597'60.3 FEET NORTH OF NORTH RAIL, 57.5 FEET WEST OF CUBA HILL ROAD, 2.0
 DF4597'FEET NORTH OF WITNESS POST.
 DF4597
 DF4597                          STATION RECOVERY (2023)
 DF4597
 DF4597'RECOVERY NOTE BY MN DEPT OF TRANSP 2023 (AJH)
 DF4597'5.5 MI (8.8 KM) EAST OF CASS LAKE, 5.5 MI (8.8 KM) EAST ALONG TRUNK
 DF4597'HIGHWAY 2 FROM THE JUNCTION OF TRUNK HIGHWAY 2 AND TRUNK HIGHWAY 371
 DF4597'IN CASS LAKE, AT TRUNK HIGHWAY 2 MILE POINT 135.50, 138.4 FT (42.2 M)
 DF4597'SOUTH OF TRUNK HIGHWAY 2, 60.3 FT (18.4 M) NORTH OF THE NORTH RAIL,
 DF4597'57.5 FT (17.5 M) WEST OF CUBA HILL ROAD, 2.0 FT (0.6 M) NORTH OF A
 DF4597'WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DO8669 ***********************************************************************
 DO8669  DESIGNATION -  1102 G RESET
 DO8669  PID         -  DO8669
 DO8669  STATE/COUNTY-  MN/CASS
 DO8669  COUNTRY     -  US
 DO8669  USGS QUAD   -  SUCKER LAKES (2019)
 DO8669
 DO8669                         *CURRENT SURVEY CONTROL
 DO8669  ______________________________________________________________________
 DO8669* NAD 83(1986) POSITION- 47 22 14.32   (N) 094 26 55.36   (W)   HD_HELD1
 DO8669* NAVD 88 ORTHO HEIGHT -   405.571 (meters)     1330.61  (feet) ADJUSTED
 DO8669  ______________________________________________________________________
 DO8669  GEOID HEIGHT    -        -28.211 (meters)                     GEOID18
 DO8669  DYNAMIC HEIGHT  -        405.616 (meters)     1330.76  (feet) COMP
 DO8669  MODELED GRAVITY -    980,711.2   (mgal)                       NAVD 88
 DO8669
 DO8669  VERT ORDER      -  SECOND    CLASS I
 DO8669
 DO8669.The horizontal coordinates were determined by differentially corrected
 DO8669.hand held GPS observations or other comparable positioning techniques
 DO8669.and have an estimated accuracy of +/- 3 meters.
 DO8669
 DO8669.The orthometric height was determined by differential leveling and
 DO8669.adjusted by the NATIONAL GEODETIC SURVEY
 DO8669.in February 2020.
 DO8669
 DO8669.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO8669.GEOID18 height accuracy estimate available here.
 DO8669
 DO8669.Click photographs - Photos may exist for this station.
 DO8669
 DO8669.The dynamic height is computed by dividing the NAVD 88
 DO8669.geopotential number by the normal gravity value computed on the
 DO8669.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO8669.degrees latitude (g = 980.6199 gals.).
 DO8669
 DO8669.The modeled gravity was interpolated from observed gravity values.
 DO8669
 DO8669;                    North         East    Units  Estimated Accuracy
 DO8669;SPC MN C     -   363,526.7     784,990.4     MT  (+/- 3 meters HH1 GPS) 
 DO8669
 DO8669_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUN9062547371(NAD 83)
 DO8669
 DO8669                          SUPERSEDED SURVEY CONTROL
 DO8669
 DO8669  NAVD 88 (08/26/19)  405.567  (m)         1330.60   (f) SUPERSEDED  2 1
 DO8669  NAVD 88 (09/23/13)  405.551  (m)         1330.55   (f) SUPERSEDED  2 1
 DO8669
 DO8669.Superseded values are not recommended for survey control.
 DO8669
 DO8669.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DO8669.See file dsdata.pdf to determine how the superseded data were derived.
 DO8669
 DO8669_MARKER: I = METAL ROD
 DO8669_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DO8669_STAMPING: 1102 G RESET 2012
 DO8669_MARK LOGO: MNDT
 DO8669_PROJECTION: RECESSED 13 CENTIMETERS
 DO8669_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DO8669_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DO8669_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DO8669+SATELLITE: SATELLITE OBSERVATIONS - June 07, 2023
 DO8669_ROD/PIPE-DEPTH: 9.1 meters
 DO8669
 DO8669  HISTORY     - Date     Condition        Report By
 DO8669  HISTORY     - 20120718 MONUMENTED       MNDT
 DO8669  HISTORY     - 20210706 GOOD             MNDT
 DO8669  HISTORY     - 20230607 GOOD             MNDT
 DO8669
 DO8669                          STATION DESCRIPTION
 DO8669
 DO8669'DESCRIBED BY MN DEPT OF TRANSP 2012 (KMS)
 DO8669'7.75 MILES EAST OF CASS LAKE, 7.75 MILES EAST ALONG TRUNK HIGHWAY 2
 DO8669'FROM JUNCTION OF TRUNK HIGHWAY 2 AND TRUNK HIGHWAY 371 IN CASS LAKE,
 DO8669'AT TRUNK HIGHWAY 2 MILEPOINT 137.75, 200.0 FEET SOUTH OF TRUNK HIGHWAY
 DO8669'2, 11.7 FEET EAST OF FOREST ROAD NUMBER 2930, 57.3 FEET NORTH OF NORTH
 DO8669'RAIL OF RAILROAD, 2.7 FEET WEST OF WITNESS POST.
 DO8669
 DO8669                          STATION RECOVERY (2021)
 DO8669
 DO8669'RECOVERY NOTE BY MN DEPT OF TRANSP 2021 (KMM)
 DO8669'7.75 MI (12.47 KM) EAST OF CASS LAKE, 7.75 MI (12.47 KM) EAST ALONG
 DO8669'TRUNK HIGHWAY 2 FROM THE JUNCTION OF TRUNK HIGHWAY 2 AND TRUNK HIGHWAY
 DO8669'371 IN CASS LAKE, AT TRUNK HIGHWAY 2 MILE POINT 137.75, 200.0 FT (61.0
 DO8669'M) SOUTH OF TRUNK HIGHWAY 2, 11.7 FT (3.6 M) EAST OF FOREST ROAD
 DO8669'NUMBER 2930, 57.3 FT (17.5 M) NORTH OF THE NORTH RAIL OF A RAILROAD,
 DO8669'25.3 FT (7.7 M) SOUTH OF A WITNESS POST.
 DO8669
 DO8669                          STATION RECOVERY (2023)
 DO8669
 DO8669'RECOVERY NOTE BY MN DEPT OF TRANSP 2023 (AJH)
 DO8669'7.75 MI (12.47 KM) EAST OF CASS LAKE, 7.75 MI (12.47 KM) EAST ALONG
 DO8669'TRUNK HIGHWAY 2 FROM THE JUNCTION OF TRUNK HIGHWAY 2 AND TRUNK HIGHWAY
 DO8669'371 IN CASS LAKE, AT TRUNK HIGHWAY 2 MILE POINT 137.75, 200.0 FT (61.0
 DO8669'M) SOUTH OF TRUNK HIGHWAY 2, 11.7 FT (3.6 M) EAST OF FOREST ROAD
 DO8669'NUMBER 2930, 57.3 FT (17.5 M) NORTH OF THE NORTH RAIL OF A RAILROAD,
 DO8669'25.3 FT (7.7 M) SOUTH OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DO6798 ***********************************************************************
 DO6798  DESIGNATION -  1102 H RESET
 DO6798  PID         -  DO6798
 DO6798  STATE/COUNTY-  MN/CASS
 DO6798  COUNTRY     -  US
 DO6798  USGS QUAD   -  SUCKER LAKES (2019)
 DO6798
 DO6798                         *CURRENT SURVEY CONTROL
 DO6798  ______________________________________________________________________
 DO6798* NAD 83(2011) POSITION- 47 21 54.03250(N) 094 23 38.82336(W)   ADJUSTED
 DO6798* NAD 83(2011) ELLIP HT-   375.763 (meters)        (05/22/13)   ADJUSTED
 DO6798* NAD 83(2011) EPOCH   -  2010.00
 DO6798* NAVD 88 ORTHO HEIGHT -   404.033 (meters)     1325.56  (feet) ADJUSTED
 DO6798  ______________________________________________________________________
 DO6798  GEOID HEIGHT    -        -28.254 (meters)                     GEOID18
 DO6798  NAD 83(2011) X  -   -331,610.416 (meters)                     COMP
 DO6798  NAD 83(2011) Y  - -4,315,454.045 (meters)                     COMP
 DO6798  NAD 83(2011) Z  -  4,669,621.771 (meters)                     COMP
 DO6798  LAPLACE CORR    -         -2.71  (seconds)                    DEFLEC18
 DO6798  DYNAMIC HEIGHT  -        404.078 (meters)     1325.71  (feet) COMP
 DO6798  MODELED GRAVITY -    980,711.9   (mgal)                       NAVD 88
 DO6798
 DO6798  VERT ORDER      -  SECOND    CLASS I
 DO6798
 DO6798  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DO6798  Standards:
 DO6798         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DO6798            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DO6798  -------------------------------------------------------------------
 DO6798  NETWORK    0.82   0.69           0.38   0.26   0.35      0.22526300
 DO6798  -------------------------------------------------------------------
 DO6798  Click here for local accuracies and other accuracy information.
 DO6798
 DO6798.The horizontal coordinates were established by GPS observations
 DO6798.and adjusted by the National Geodetic Survey in May 2013.
 DO6798
 DO6798.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DO6798.been affixed to the stable North American tectonic plate. See 
 DO6798.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DO6798
 DO6798.The horizontal coordinates are valid at the epoch date displayed above
 DO6798.which is a decimal equivalence of Year/Month/Day.
 DO6798
 DO6798.The orthometric height was determined by differential leveling and
 DO6798.adjusted by the NATIONAL GEODETIC SURVEY
 DO6798.in February 2020.
 DO6798
 DO6798.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO6798.GEOID18 height accuracy estimate available here.
 DO6798
 DO6798.Click photographs - Photos may exist for this station.
 DO6798
 DO6798.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DO6798
 DO6798.The Laplace correction was computed from DEFLEC18 derived deflections.
 DO6798
 DO6798.The ellipsoidal height was determined by GPS observations
 DO6798.and is referenced to NAD 83.
 DO6798
 DO6798.The dynamic height is computed by dividing the NAVD 88
 DO6798.geopotential number by the normal gravity value computed on the
 DO6798.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO6798.degrees latitude (g = 980.6199 gals.).
 DO6798
 DO6798.The modeled gravity was interpolated from observed gravity values.
 DO6798
 DO6798. The following values were computed from the NAD 83(2011) position.
 DO6798
 DO6798;                    North         East     Units Scale Factor Converg.
 DO6798;SPC MN C     -   362,891.175   789,112.953   MT  1.00008417   -0 06 15.3
 DO6798;SPC MN C     - 1,190,585.46  2,588,948.08   sFT  1.00008417   -0 06 15.3
 DO6798;UTM  15      - 5,246,669.770   394,736.225   MT  0.99973617   -1 01 32.6
 DO6798
 DO6798!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DO6798!SPC MN C     -   0.99994111  x   1.00008417  =   1.00002527
 DO6798!UTM  15      -   0.99994111  x   0.99973617  =   0.99967729
 DO6798
 DO6798_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUN9473646669(NAD 83)
 DO6798
 DO6798                          SUPERSEDED SURVEY CONTROL
 DO6798
 DO6798  NAD 83(2011)-  47 21 54.03253(N)    094 23 38.82334(W) AD(2010.00) 0
 DO6798  ELLIP H (04/01/13)  375.765  (m)                       GP(2010.00)    
 DO6798  NAVD 88 (08/26/19)  404.032  (m)         1325.56   (f) SUPERSEDED  2 1
 DO6798  NAVD 88 (09/23/13)  404.016  (m)         1325.51   (f) SUPERSEDED  2 1
 DO6798  NAVD 88             404.02   (m)         1325.5    (f) LEVELING    3  
 DO6798
 DO6798.Superseded values are not recommended for survey control.
 DO6798
 DO6798.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DO6798.See file dsdata.pdf to determine how the superseded data were derived.
 DO6798
 DO6798_MARKER: I = METAL ROD
 DO6798_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DO6798_STAMPING: 1102 H RESET 2012
 DO6798_MARK LOGO: MNDT
 DO6798_PROJECTION: RECESSED 36 CENTIMETERS
 DO6798_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DO6798_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DO6798_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DO6798+SATELLITE: SATELLITE OBSERVATIONS - January 28, 2020
 DO6798_ROD/PIPE-DEPTH: 22.9 meters
 DO6798
 DO6798  HISTORY     - Date     Condition        Report By
 DO6798  HISTORY     - 20120718 MONUMENTED       MNDT
 DO6798  HISTORY     - 20120720 GOOD             MNDT
 DO6798  HISTORY     - 20200128 GOOD             MNDT
 DO6798
 DO6798                          STATION DESCRIPTION
 DO6798
 DO6798'DESCRIBED BY MN DEPT OF TRANSP 2012 (AXL)
 DO6798'10.35 MILES EAST OF CASS LAKE, 10.35 MILES EAST ALONG TRUNK HIGHWAY 2
 DO6798'FROM JUNCTION OF TRUNK HIGHWAY 2 AND TRUNK HIGHWAY 371 IN CASS LAKE,
 DO6798'AT TRUNK HIGHWAY 2 MILEPOINT 140.35, 125.7 FEET SOUTH OF TRUNK HIGHWAY
 DO6798'2, 44.5 FEET WEST OF KETCHUM ROAD, 32.5 FEET NORTH OF NORTH RAIL OF
 DO6798'RAILROAD TRACKS, 2.5 FEET NORTH OF WITNESS POST.
 DO6798
 DO6798                          STATION RECOVERY (2020)
 DO6798
 DO6798'RECOVERY NOTE BY MN DEPT OF TRANSP 2020 (KMS)
 DO6798'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DF4588 ***********************************************************************
 DF4588  DESIGNATION -  1102 J
 DF4588  PID         -  DF4588
 DF4588  STATE/COUNTY-  MN/CASS
 DF4588  COUNTRY     -  US
 DF4588  USGS QUAD   -  PORTAGE LAKE (2019)
 DF4588
 DF4588                         *CURRENT SURVEY CONTROL
 DF4588  ______________________________________________________________________
 DF4588* NAD 83(1986) POSITION- 47 21 47.50   (N) 094 22 20.88   (W)   HD_HELD1
 DF4588* NAVD 88 ORTHO HEIGHT -   403.850 (meters)     1324.96  (feet) ADJUSTED
 DF4588  ______________________________________________________________________
 DF4588  GEOID HEIGHT    -        -28.275 (meters)                     GEOID18
 DF4588  DYNAMIC HEIGHT  -        403.895 (meters)     1325.11  (feet) COMP
 DF4588  MODELED GRAVITY -    980,711.7   (mgal)                       NAVD 88
 DF4588
 DF4588  VERT ORDER      -  SECOND    CLASS I
 DF4588
 DF4588.The horizontal coordinates were determined by differentially corrected
 DF4588.hand held GPS observations or other comparable positioning techniques
 DF4588.and have an estimated accuracy of +/- 3 meters.
 DF4588
 DF4588.The orthometric height was determined by differential leveling and
 DF4588.adjusted by the NATIONAL GEODETIC SURVEY
 DF4588.in August 2019.
 DF4588
 DF4588.Significant digits in the geoid height do not necessarily reflect accuracy.
 DF4588.GEOID18 height accuracy estimate available here.
 DF4588
 DF4588.Click photographs - Photos may exist for this station.
 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     -   362,686.7     790,748.2     MT  (+/- 3 meters HH1 GPS) 
 DF4588
 DF4588_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUN9636746439(NAD 83)
 DF4588
 DF4588                          SUPERSEDED SURVEY CONTROL
 DF4588
 DF4588  NAVD 88 (08/10/04)  403.834  (m)         1324.91   (f) SUPERSEDED  2 1
 DF4588
 DF4588.Superseded values are not recommended for survey control.
 DF4588
 DF4588.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF4588.See file dsdata.pdf to determine how the superseded data were derived.
 DF4588
 DF4588_MARKER: DD = SURVEY DISK
 DF4588_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DF4588_STAMPING: 1102 J 2001
 DF4588_MARK LOGO: MNDT
 DF4588_PROJECTION: FLUSH
 DF4588_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DF4588_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DF4588_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DF4588+SATELLITE: SATELLITE OBSERVATIONS - June 12, 2023
 DF4588
 DF4588  HISTORY     - Date     Condition        Report By
 DF4588  HISTORY     - 20010808 MONUMENTED       MNDT
 DF4588  HISTORY     - 20120820 GOOD             MNDT
 DF4588  HISTORY     - 20230612 GOOD             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.
 DF4588
 DF4588                          STATION RECOVERY (2012)
 DF4588
 DF4588'RECOVERY NOTE BY MN DEPT OF TRANSP 2012 (KMS)
 DF4588'RECOVERED IN GOOD CONDITION.
 DF4588
 DF4588                          STATION RECOVERY (2023)
 DF4588
 DF4588'RECOVERY NOTE BY MN DEPT OF TRANSP 2023 (AJH)
 DF4588'11.4 MI (18.3 KM) EAST OF CASS LAKE, 11.4 MI (18.3 KM) EAST ALONG
 DF4588'TRUNK HIGHWAY 2 FROM THE JUNCTION OF TRUNK HIGHWAY 2 AND TRUNK HIGHWAY
 DF4588'371 IN CASS LAKE, AT TRUNK HIGHWAY 2 MILE POINT 141.4, 66.4 FT (20.2
 DF4588'M) NORTH OF TRUNK HIGHWAY 2, 9.4 FT (2.9 M) WEST OF A TRAIL, 3.0 FT
 DF4588'(0.9 M) SOUTH OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DF4585 ***********************************************************************
 DF4585  DESIGNATION -  1102 K
 DF4585  PID         -  DF4585
 DF4585  STATE/COUNTY-  MN/CASS
 DF4585  COUNTRY     -  US
 DF4585  USGS QUAD   -  PORTAGE LAKE (2019)
 DF4585
 DF4585                         *CURRENT SURVEY CONTROL
 DF4585  ______________________________________________________________________
 DF4585* NAD 83(2011) POSITION- 47 21 32.03537(N) 094 20 18.86852(W)   ADJUSTED
 DF4585* NAD 83(2011) ELLIP HT-   371.773 (meters)        (06/27/12)   ADJUSTED
 DF4585* NAD 83(2011) EPOCH   -  2010.00
 DF4585* NAVD 88 ORTHO HEIGHT -   400.106 (meters)     1312.68  (feet) ADJUSTED
 DF4585  ______________________________________________________________________
 DF4585  GEOID HEIGHT    -        -28.312 (meters)                     GEOID18
 DF4585  NAD 83(2011) X  -   -327,464.428 (meters)                     COMP
 DF4585  NAD 83(2011) Y  - -4,316,269.134 (meters)                     COMP
 DF4585  NAD 83(2011) Z  -  4,669,158.654 (meters)                     COMP
 DF4585  LAPLACE CORR    -         -3.62  (seconds)                    DEFLEC18
 DF4585  DYNAMIC HEIGHT  -        400.150 (meters)     1312.83  (feet) COMP
 DF4585  MODELED GRAVITY -    980,710.7   (mgal)                       NAVD 88
 DF4585
 DF4585  VERT ORDER      -  SECOND    CLASS I
 DF4585
 DF4585  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DF4585  Standards:
 DF4585         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DF4585            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DF4585  -------------------------------------------------------------------
 DF4585  NETWORK    0.64   0.69           0.30   0.21   0.35      0.07671040
 DF4585  -------------------------------------------------------------------
 DF4585  Click here for local accuracies and other accuracy information.
 DF4585
 DF4585.The horizontal coordinates were established by GPS observations
 DF4585.and adjusted by the National Geodetic Survey in June 2012.
 DF4585
 DF4585.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DF4585.been affixed to the stable North American tectonic plate. See 
 DF4585.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DF4585
 DF4585.The horizontal coordinates are valid at the epoch date displayed above
 DF4585.which is a decimal equivalence of Year/Month/Day.
 DF4585
 DF4585.The orthometric height was determined by differential leveling and
 DF4585.adjusted by the NATIONAL GEODETIC SURVEY
 DF4585.in August 2019.
 DF4585
 DF4585.Significant digits in the geoid height do not necessarily reflect accuracy.
 DF4585.GEOID18 height accuracy estimate available here.
 DF4585
 DF4585.Click photographs - Photos may exist for this station.
 DF4585
 DF4585.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DF4585
 DF4585.The Laplace correction was computed from DEFLEC18 derived deflections.
 DF4585
 DF4585.The ellipsoidal height was determined by GPS observations
 DF4585.and is referenced to NAD 83.
 DF4585
 DF4585.The dynamic height is computed by dividing the NAVD 88
 DF4585.geopotential number by the normal gravity value computed on the
 DF4585.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DF4585.degrees latitude (g = 980.6199 gals.).
 DF4585
 DF4585.The modeled gravity was interpolated from observed gravity values.
 DF4585
 DF4585. The following values were computed from the NAD 83(2011) position.
 DF4585
 DF4585;                    North         East     Units Scale Factor Converg.
 DF4585;SPC MN C     -   362,205.623   793,308.066   MT  1.00008224   -0 03 50.7
 DF4585;SPC MN C     - 1,188,336.28  2,602,711.55   sFT  1.00008224   -0 03 50.7
 DF4585;UTM  15      - 5,245,917.136   398,918.301   MT  0.99972557   -0 59 05.1
 DF4585
 DF4585!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF4585!SPC MN C     -   0.99994173  x   1.00008224  =   1.00002397
 DF4585!UTM  15      -   0.99994173  x   0.99972557  =   0.99966732
 DF4585
 DF4585_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUN9891845917(NAD 83)
 DF4585
 DF4585                          SUPERSEDED SURVEY CONTROL
 DF4585
 DF4585  NAD 83(2007)-  47 21 32.03530(N)    094 20 18.86949(W) AD(2002.00) 0
 DF4585  ELLIP H (02/10/07)  371.805  (m)                       GP(2002.00)    
 DF4585  NAD 83(1996)-  47 21 32.03508(N)    094 20 18.86918(W) AD(       ) 1
 DF4585  ELLIP H (07/22/03)  371.817  (m)                       GP(       ) 3 2
 DF4585  NAVD 88 (08/10/04)  400.090  (m)         1312.63   (f) SUPERSEDED  2 1
 DF4585  NAVD 88             400.11   (m)         1312.7    (f) LEVELING    3  
 DF4585
 DF4585.Superseded values are not recommended for survey control.
 DF4585
 DF4585.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF4585.See file dsdata.pdf to determine how the superseded data were derived.
 DF4585
 DF4585_MARKER: DD = SURVEY DISK
 DF4585_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DF4585_STAMPING: 1102 K 2001
 DF4585_MARK LOGO: MNDT
 DF4585_PROJECTION: FLUSH
 DF4585_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DF4585_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DF4585_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DF4585+SATELLITE: SATELLITE OBSERVATIONS - January 28, 2020
 DF4585
 DF4585  HISTORY     - Date     Condition        Report By
 DF4585  HISTORY     - 20010808 MONUMENTED       MNDT
 DF4585  HISTORY     - 20120820 GOOD             MNDT
 DF4585  HISTORY     - 20200128 GOOD             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.
 DF4585
 DF4585                          STATION RECOVERY (2012)
 DF4585
 DF4585'RECOVERY NOTE BY MN DEPT OF TRANSP 2012 (MPP)
 DF4585'6.2 MILES WEST OF BENA, 6.2 MILES WEST ALONG TRUNK HIGHWAY 2 FROM
 DF4585'JUNCTION OF TRUNK HIGHWAY 2 AND COUNTY ROAD 8 IN BENA, AT TRUNK
 DF4585'HIGHWAY 2 MILEPOINT 143.0, 207.0 FEET SOUTH OF TRUNK HIGHWAY 2, 14.2
 DF4585'FEET NORTH OF RAIL, 8.8 FEET EAST OF TRAIL, 2.6 FEET EAST OF WITNESS
 DF4585'POST.
 DF4585
 DF4585                          STATION RECOVERY (2020)
 DF4585
 DF4585'RECOVERY NOTE BY MN DEPT OF TRANSP 2020 (KMS)
 DF4585'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DF4584 ***********************************************************************
 DF4584  DESIGNATION -  1102 L
 DF4584  PID         -  DF4584
 DF4584  STATE/COUNTY-  MN/CASS
 DF4584  COUNTRY     -  US
 DF4584  USGS QUAD   -  PORTAGE LAKE (2019)
 DF4584
 DF4584                         *CURRENT SURVEY CONTROL
 DF4584  ______________________________________________________________________
 DF4584* NAD 83(2011) POSITION- 47 21 21.53877(N) 094 18 46.66354(W)   ADJUSTED
 DF4584* NAD 83(2011) ELLIP HT-   373.241 (meters)        (06/27/12)   ADJUSTED
 DF4584* NAD 83(2011) EPOCH   -  2010.00
 DF4584* NAVD 88 ORTHO HEIGHT -   401.611 (meters)     1317.62  (feet) ADJUSTED
 DF4584  ______________________________________________________________________
 DF4584  GEOID HEIGHT    -        -28.341 (meters)                     GEOID18
 DF4584  NAD 83(2011) X  -   -325,552.935 (meters)                     COMP
 DF4584  NAD 83(2011) Y  - -4,316,653.870 (meters)                     COMP
 DF4584  NAD 83(2011) Z  -  4,668,940.125 (meters)                     COMP
 DF4584  LAPLACE CORR    -         -3.41  (seconds)                    DEFLEC18
 DF4584  DYNAMIC HEIGHT  -        401.654 (meters)     1317.76  (feet) COMP
 DF4584  MODELED GRAVITY -    980,709.8   (mgal)                       NAVD 88
 DF4584
 DF4584  VERT ORDER      -  SECOND    CLASS I
 DF4584
 DF4584  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DF4584  Standards:
 DF4584         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DF4584            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DF4584  -------------------------------------------------------------------
 DF4584  NETWORK    0.71   0.88           0.32   0.25   0.45      0.00725721
 DF4584  -------------------------------------------------------------------
 DF4584  Click here for local accuracies and other accuracy information.
 DF4584
 DF4584.The horizontal coordinates were established by GPS observations
 DF4584.and adjusted by the National Geodetic Survey in June 2012.
 DF4584
 DF4584.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DF4584.been affixed to the stable North American tectonic plate. See 
 DF4584.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DF4584
 DF4584.The horizontal coordinates are valid at the epoch date displayed above
 DF4584.which is a decimal equivalence of Year/Month/Day.
 DF4584
 DF4584.The orthometric height was determined by differential leveling and
 DF4584.adjusted by the NATIONAL GEODETIC SURVEY
 DF4584.in August 2019.
 DF4584
 DF4584.Significant digits in the geoid height do not necessarily reflect accuracy.
 DF4584.GEOID18 height accuracy estimate available here.
 DF4584
 DF4584.Click photographs - Photos may exist for this station.
 DF4584
 DF4584.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DF4584
 DF4584.The Laplace correction was computed from DEFLEC18 derived deflections.
 DF4584
 DF4584.The ellipsoidal height was determined by GPS observations
 DF4584.and is referenced to NAD 83.
 DF4584
 DF4584.The dynamic height is computed by dividing the NAVD 88
 DF4584.geopotential number by the normal gravity value computed on the
 DF4584.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DF4584.degrees latitude (g = 980.6199 gals.).
 DF4584
 DF4584.The modeled gravity was interpolated from observed gravity values.
 DF4584
 DF4584. The following values were computed from the NAD 83(2011) position.
 DF4584
 DF4584;                    North         East     Units Scale Factor Converg.
 DF4584;SPC MN C     -   361,879.582   795,242.867   MT  1.00008133   -0 02 44.0
 DF4584;SPC MN C     - 1,187,266.60  2,609,059.31   sFT  1.00008133   -0 02 44.0
 DF4584;UTM  15      - 5,245,560.182   400,846.924   MT  0.99972082   -0 57 57.1
 DF4584
 DF4584!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF4584!SPC MN C     -   0.99994150  x   1.00008133  =   1.00002283
 DF4584!UTM  15      -   0.99994150  x   0.99972082  =   0.99966234
 DF4584
 DF4584_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVN0084645560(NAD 83)
 DF4584
 DF4584                          SUPERSEDED SURVEY CONTROL
 DF4584
 DF4584  NAD 83(2007)-  47 21 21.53871(N)    094 18 46.66446(W) AD(2002.00) 0
 DF4584  ELLIP H (02/10/07)  373.273  (m)                       GP(2002.00)    
 DF4584  NAD 83(1996)-  47 21 21.53852(N)    094 18 46.66413(W) AD(       ) 1
 DF4584  ELLIP H (07/22/03)  373.284  (m)                       GP(       ) 3 2
 DF4584  NAVD 88 (08/10/04)  401.594  (m)         1317.56   (f) SUPERSEDED  2 1
 DF4584  NAVD 88             401.61   (m)         1317.6    (f) LEVELING    3  
 DF4584
 DF4584.Superseded values are not recommended for survey control.
 DF4584
 DF4584.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF4584.See file dsdata.pdf to determine how the superseded data were derived.
 DF4584
 DF4584_MARKER: DD = SURVEY DISK
 DF4584_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DF4584_STAMPING: 1102 L 2001
 DF4584_MARK LOGO: MNDT
 DF4584_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DF4584_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DF4584_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF4584+SATELLITE: SATELLITE OBSERVATIONS - 2001
 DF4584
 DF4584  HISTORY     - Date     Condition        Report By
 DF4584  HISTORY     - 2001     MONUMENTED       MNDT
 DF4584
 DF4584                          STATION DESCRIPTION
 DF4584
 DF4584'DESCRIBED BY MN DEPT OF TRANSP 2001 (DKH)
 DF4584'THE MARK IS 5 MI (8.0 KM) WEST OF BENA, 5 MI (8.0 KM) WEST ALONG TH 2
 DF4584'FROM JCT OF TH 2 AND CO RD 8 IN BENA, AT TH 2 MP 144.2, 197 FT (60.0
 DF4584'M) SOUTH OF TH 2, 33 FT (10.1 M) WEST OF PORTAGE LK DR NW, 21.2 FT
 DF4584'(6.5 M) SOUTH OF SOUTH RAIL, 2.3 FT (0.7 M) NORTH OF WIT POST,
 DF4584'RECESSED 1 INCH, MAGNETIC, AND SUITABLE FOR GPS.  ROD DEPTH IS 60 FT.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DF4580 ***********************************************************************
 DF4580  DESIGNATION -  1102 M
 DF4580  PID         -  DF4580
 DF4580  STATE/COUNTY-  MN/CASS
 DF4580  COUNTRY     -  US
 DF4580  USGS QUAD   -  BENA (2019)
 DF4580
 DF4580                         *CURRENT SURVEY CONTROL
 DF4580  ______________________________________________________________________
 DF4580* NAD 83(2011) POSITION- 47 20 51.82511(N) 094 14 12.77135(W)   ADJUSTED
 DF4580* NAD 83(2011) ELLIP HT-   372.592 (meters)        (06/27/12)   ADJUSTED
 DF4580* NAD 83(2011) EPOCH   -  2010.00
 DF4580* NAVD 88 ORTHO HEIGHT -   401.042 (meters)     1315.75  (feet) ADJUSTED
 DF4580  ______________________________________________________________________
 DF4580  GEOID HEIGHT    -        -28.428 (meters)                     GEOID18
 DF4580  NAD 83(2011) X  -   -319,870.544 (meters)                     COMP
 DF4580  NAD 83(2011) Y  - -4,317,755.060 (meters)                     COMP
 DF4580  NAD 83(2011) Z  -  4,668,317.917 (meters)                     COMP
 DF4580  LAPLACE CORR    -         -3.33  (seconds)                    DEFLEC18
 DF4580  DYNAMIC HEIGHT  -        401.085 (meters)     1315.89  (feet) COMP
 DF4580  MODELED GRAVITY -    980,707.8   (mgal)                       NAVD 88
 DF4580
 DF4580  VERT ORDER      -  SECOND    CLASS I
 DF4580
 DF4580  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DF4580  Standards:
 DF4580         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DF4580            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DF4580  -------------------------------------------------------------------
 DF4580  NETWORK    0.54   0.67           0.25   0.17   0.34     -0.21566070
 DF4580  -------------------------------------------------------------------
 DF4580  Click here for local accuracies and other accuracy information.
 DF4580
 DF4580.The horizontal coordinates were established by GPS observations
 DF4580.and adjusted by the National Geodetic Survey in June 2012.
 DF4580
 DF4580.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DF4580.been affixed to the stable North American tectonic plate. See 
 DF4580.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DF4580
 DF4580.The horizontal coordinates are valid at the epoch date displayed above
 DF4580.which is a decimal equivalence of Year/Month/Day.
 DF4580
 DF4580.The orthometric height was determined by differential leveling and
 DF4580.adjusted by the NATIONAL GEODETIC SURVEY
 DF4580.in August 2019.
 DF4580
 DF4580.Significant digits in the geoid height do not necessarily reflect accuracy.
 DF4580.GEOID18 height accuracy estimate available here.
 DF4580
 DF4580.Click photographs - Photos may exist for this station.
 DF4580
 DF4580.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DF4580
 DF4580.The Laplace correction was computed from DEFLEC18 derived deflections.
 DF4580
 DF4580.The ellipsoidal height was determined by GPS observations
 DF4580.and is referenced to NAD 83.
 DF4580
 DF4580.The dynamic height is computed by dividing the NAVD 88
 DF4580.geopotential number by the normal gravity value computed on the
 DF4580.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DF4580.degrees latitude (g = 980.6199 gals.).
 DF4580
 DF4580.The modeled gravity was interpolated from observed gravity values.
 DF4580
 DF4580. The following values were computed from the NAD 83(2011) position.
 DF4580
 DF4580;                    North         East     Units Scale Factor Converg.
 DF4580;SPC MN C     -   360,960.062   800,991.370   MT  1.00007875   +0 00 34.2
 DF4580;SPC MN C     - 1,184,249.80  2,627,919.19   sFT  1.00007875   +0 00 34.2
 DF4580;UTM  15      - 5,244,548.873   406,577.826   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  =   1.00002035
 DF4580!UTM  15      -   0.99994160  x   0.99970726  =   0.99964888
 DF4580
 DF4580_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVN0657744548(NAD 83)
 DF4580
 DF4580                          SUPERSEDED SURVEY CONTROL
 DF4580
 DF4580  NAD 83(2007)-  47 20 51.82507(N)    094 14 12.77220(W) AD(2002.00) 0
 DF4580  ELLIP H (02/10/07)  372.624  (m)                       GP(2002.00)    
 DF4580  NAD 83(1996)-  47 20 51.82493(N)    094 14 12.77185(W) AD(       ) 1
 DF4580  ELLIP H (07/22/03)  372.631  (m)                       GP(       ) 3 2
 DF4580  NAVD 88 (08/10/04)  401.021  (m)         1315.68   (f) SUPERSEDED  2 1
 DF4580  NAVD 88             401.04   (m)         1315.7    (f) LEVELING    3  
 DF4580
 DF4580.Superseded values are not recommended for survey control.
 DF4580
 DF4580.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF4580.See file dsdata.pdf to determine how the superseded data were derived.
 DF4580
 DF4580_MARKER: DD = SURVEY DISK
 DF4580_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DF4580_STAMPING: 1102 M 2001
 DF4580_MARK LOGO: MNDT
 DF4580_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DF4580_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DF4580_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF4580+SATELLITE: SATELLITE OBSERVATIONS - 2001
 DF4580
 DF4580  HISTORY     - Date     Condition        Report By
 DF4580  HISTORY     - 2001     MONUMENTED       MNDT
 DF4580
 DF4580                          STATION DESCRIPTION
 DF4580
 DF4580'DESCRIBED BY MN DEPT OF TRANSP 2001 (DKH)
 DF4580'THE MARK IS 1.4 MI (2.3 KM) WEST OF BENA, 1.4 MI (2.3 KM) WEST ALONG
 DF4580'TH 2 FROM JCT OF TH 2 AND CO RD 8 IN BENA, AT TH 2 MP 147.8, 157.1 FT
 DF4580'(47.9 M) SOUTH OF TH 2, 25.2 FT (7.7 M) WEST OF FOREST RD 3033, 20.0
 DF4580'FT (6.1 M) NORTH OF NORTH RAIL, 3.0 FT (0.9 M) NORTH OF WIT POST,
 DF4580'RECESSED 1 INCH, MAGNETIC, AND SUITABLE FOR GPS.  ROD DEPTH IS 70 FT.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DF4578 ***********************************************************************
 DF4578  DESIGNATION -  1102 N
 DF4578  PID         -  DF4578
 DF4578  STATE/COUNTY-  MN/CASS
 DF4578  COUNTRY     -  US
 DF4578  USGS QUAD   -  BENA (2019)
 DF4578
 DF4578                         *CURRENT SURVEY CONTROL
 DF4578  ______________________________________________________________________
 DF4578* NAD 83(2011) POSITION- 47 20 32.64054(N) 094 10 39.91085(W)   ADJUSTED
 DF4578* NAD 83(2011) ELLIP HT-   371.024 (meters)        (06/27/12)   ADJUSTED
 DF4578* NAD 83(2011) EPOCH   -  2010.00
 DF4578* NAVD 88 ORTHO HEIGHT -   399.532 (meters)     1310.80  (feet) ADJUSTED
 DF4578  ______________________________________________________________________
 DF4578  GEOID HEIGHT    -        -28.495 (meters)                     GEOID18
 DF4578  NAD 83(2011) X  -   -315,446.219 (meters)                     COMP
 DF4578  NAD 83(2011) Y  - -4,318,516.399 (meters)                     COMP
 DF4578  NAD 83(2011) Z  -  4,667,915.293 (meters)                     COMP
 DF4578  LAPLACE CORR    -         -3.38  (seconds)                    DEFLEC18
 DF4578  DYNAMIC HEIGHT  -        399.574 (meters)     1310.94  (feet) COMP
 DF4578  MODELED GRAVITY -    980,707.7   (mgal)                       NAVD 88
 DF4578
 DF4578  VERT ORDER      -  SECOND    CLASS I
 DF4578
 DF4578  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DF4578  Standards:
 DF4578         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DF4578            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DF4578  -------------------------------------------------------------------
 DF4578  NETWORK    0.52   0.59           0.25   0.14   0.30      0.03224168
 DF4578  -------------------------------------------------------------------
 DF4578  Click here for local accuracies and other accuracy information.
 DF4578
 DF4578.The horizontal coordinates were established by GPS observations
 DF4578.and adjusted by the National Geodetic Survey in June 2012.
 DF4578
 DF4578.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DF4578.been affixed to the stable North American tectonic plate. See 
 DF4578.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DF4578
 DF4578.The horizontal coordinates are valid at the epoch date displayed above
 DF4578.which is a decimal equivalence of Year/Month/Day.
 DF4578
 DF4578.The orthometric height was determined by differential leveling and
 DF4578.adjusted by the NATIONAL GEODETIC SURVEY
 DF4578.in August 2019.
 DF4578
 DF4578.Significant digits in the geoid height do not necessarily reflect accuracy.
 DF4578.GEOID18 height accuracy estimate available here.
 DF4578
 DF4578.Click photographs - Photos may exist for this station.
 DF4578
 DF4578.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DF4578
 DF4578.The Laplace correction was computed from DEFLEC18 derived deflections.
 DF4578
 DF4578.The ellipsoidal height was determined by GPS observations
 DF4578.and is referenced to NAD 83.
 DF4578
 DF4578.The dynamic height is computed by dividing the NAVD 88
 DF4578.geopotential number by the normal gravity value computed on the
 DF4578.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DF4578.degrees latitude (g = 980.6199 gals.).
 DF4578
 DF4578.The modeled gravity was interpolated from observed gravity values.
 DF4578
 DF4578. The following values were computed from the NAD 83(2011) position.
 DF4578
 DF4578;                    North         East     Units Scale Factor Converg.
 DF4578;SPC MN C     -   360,369.953   805,460.035   MT  1.00007710   +0 03 08.1
 DF4578;SPC MN C     - 1,182,313.75  2,642,580.13   sFT  1.00007710   +0 03 08.1
 DF4578;UTM  15      - 5,243,887.428   411,034.778   MT  0.99969727   -0 51 58.3
 DF4578
 DF4578!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF4578!SPC MN C     -   0.99994185  x   1.00007710  =   1.00001894
 DF4578!UTM  15      -   0.99994185  x   0.99969727  =   0.99963914
 DF4578
 DF4578:                Primary Azimuth Mark                     Grid Az
 DF4578:SPC MN C     -  1102 P                                   096 01 55.9
 DF4578:UTM  15      -  1102 P                                   096 57 02.3
 DF4578
 DF4578_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVN1103443887(NAD 83)
 DF4578
 DF4578|---------------------------------------------------------------------|
 DF4578| PID    Reference Object                     Distance      Geod. Az  |
 DF4578|                                                           dddmmss.s |
 DF4578| DF4577 1102 P                              APPROX. 1.0 KM 0960504.0 |
 DF4578|---------------------------------------------------------------------|
 DF4578
 DF4578                          SUPERSEDED SURVEY CONTROL
 DF4578
 DF4578  NAD 83(2007)-  47 20 32.64050(N)    094 10 39.91173(W) AD(2002.00) 0
 DF4578  ELLIP H (02/10/07)  371.055  (m)                       GP(2002.00)    
 DF4578  NAD 83(1996)-  47 20 32.64035(N)    094 10 39.91138(W) AD(       ) 1
 DF4578  ELLIP H (07/22/03)  371.061  (m)                       GP(       ) 3 2
 DF4578  NAVD 88 (08/10/04)  399.511  (m)         1310.73   (f) SUPERSEDED  2 1
 DF4578  NAVD 88             399.54   (m)         1310.8    (f) LEVELING    3  
 DF4578
 DF4578.Superseded values are not recommended for survey control.
 DF4578
 DF4578.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF4578.See file dsdata.pdf to determine how the superseded data were derived.
 DF4578
 DF4578_MARKER: DD = SURVEY DISK
 DF4578_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DF4578_STAMPING: 1102 N 2001
 DF4578_MARK LOGO: MNDT
 DF4578_PROJECTION: FLUSH
 DF4578_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DF4578_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DF4578_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DF4578+SATELLITE: SATELLITE OBSERVATIONS - January 28, 2020
 DF4578
 DF4578  HISTORY     - Date     Condition        Report By
 DF4578  HISTORY     - 2001     MONUMENTED       MNDT
 DF4578  HISTORY     - 20200128 GOOD             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.
 DF4578
 DF4578                          STATION RECOVERY (2020)
 DF4578
 DF4578'RECOVERY NOTE BY MN DEPT OF TRANSP 2020 (DAS)
 DF4578'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DF4576 ***********************************************************************
 DF4576  DESIGNATION -  1102 Q
 DF4576  PID         -  DF4576
 DF4576  STATE/COUNTY-  MN/CASS
 DF4576  COUNTRY     -  US
 DF4576  USGS QUAD   -  BENA (2019)
 DF4576
 DF4576                         *CURRENT SURVEY CONTROL
 DF4576  ______________________________________________________________________
 DF4576* NAD 83(1986) POSITION- 47 20 25.8    (N) 094 08 51.3    (W)   HD_HELD2
 DF4576* NAVD 88 ORTHO HEIGHT -   400.125 (meters)     1312.74  (feet) ADJUSTED
 DF4576  ______________________________________________________________________
 DF4576  GEOID HEIGHT    -        -28.529 (meters)                     GEOID18
 DF4576  DYNAMIC HEIGHT  -        400.168 (meters)     1312.88  (feet) COMP
 DF4576  MODELED GRAVITY -    980,708.0   (mgal)                       NAVD 88
 DF4576
 DF4576  VERT ORDER      -  SECOND    CLASS I
 DF4576
 DF4576.The horizontal coordinates were established by autonomous hand held GPS
 DF4576.observations and have an estimated accuracy of +/- 10 meters.
 DF4576
 DF4576.The orthometric height was determined by differential leveling and
 DF4576.adjusted by the NATIONAL GEODETIC SURVEY
 DF4576.in August 2019.
 DF4576
 DF4576.Significant digits in the geoid height do not necessarily reflect accuracy.
 DF4576.GEOID18 height accuracy estimate available here.
 DF4576
 DF4576.Click photographs - Photos may exist for this station.
 DF4576
 DF4576.The dynamic height is computed by dividing the NAVD 88
 DF4576.geopotential number by the normal gravity value computed on the
 DF4576.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DF4576.degrees latitude (g = 980.6199 gals.).
 DF4576
 DF4576.The modeled gravity was interpolated from observed gravity values.
 DF4576
 DF4576;                    North         East    Units  Estimated Accuracy
 DF4576;SPC MN C     -   360,161.      807,740.      MT  (+/- 10 meters HH2 GPS)
 DF4576
 DF4576_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVN1331043642(NAD 83)
 DF4576
 DF4576                          SUPERSEDED SURVEY CONTROL
 DF4576
 DF4576  NAVD 88 (08/10/04)  400.106  (m)         1312.68   (f) SUPERSEDED  2 1
 DF4576
 DF4576.Superseded values are not recommended for survey control.
 DF4576
 DF4576.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF4576.See file dsdata.pdf to determine how the superseded data were derived.
 DF4576
 DF4576_MARKER: DD = SURVEY DISK
 DF4576_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DF4576_STAMPING: 1102 Q 2001
 DF4576_MARK LOGO: MNDT
 DF4576_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DF4576_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DF4576_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DF4576+SATELLITE: SATELLITE OBSERVATIONS - 2001
 DF4576
 DF4576  HISTORY     - Date     Condition        Report By
 DF4576  HISTORY     - 2001     MONUMENTED       MNDT
 DF4576  HISTORY     - 20230606 MARK NOT FOUND   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.
 DF4576
 DF4576                          STATION RECOVERY (2023)
 DF4576
 DF4576'RECOVERY NOTE BY MN DEPT OF TRANSP 2023 (AJH)
 DF4576'AFTER A THOROUGH FIELD SEARCH MARK WAS NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DF4571 ***********************************************************************
 DF4571  DESIGNATION -  1102 T
 DF4571  PID         -  DF4571
 DF4571  STATE/COUNTY-  MN/CASS
 DF4571  COUNTRY     -  US
 DF4571  USGS QUAD   -  NUSHKA LAKE (2019)
 DF4571
 DF4571                         *CURRENT SURVEY CONTROL
 DF4571  ______________________________________________________________________
 DF4571* NAD 83(2011) POSITION- 47 20 00.99614(N) 094 04 18.45957(W)   ADJUSTED
 DF4571* NAD 83(2011) ELLIP HT-   370.989 (meters)        (06/27/12)   ADJUSTED
 DF4571* NAD 83(2011) EPOCH   -  2010.00
 DF4571* NAVD 88 ORTHO HEIGHT -   399.628 (meters)     1311.11  (feet) ADJUSTED
 DF4571  ______________________________________________________________________
 DF4571  GEOID HEIGHT    -        -28.627 (meters)                     GEOID18
 DF4571  NAD 83(2011) X  -   -307,510.360 (meters)                     COMP
 DF4571  NAD 83(2011) Y  - -4,319,809.225 (meters)                     COMP
 DF4571  NAD 83(2011) Z  -  4,667,252.966 (meters)                     COMP
 DF4571  LAPLACE CORR    -         -3.96  (seconds)                    DEFLEC18
 DF4571  DYNAMIC HEIGHT  -        399.670 (meters)     1311.25  (feet) COMP
 DF4571  MODELED GRAVITY -    980,707.0   (mgal)                       NAVD 88
 DF4571
 DF4571  VERT ORDER      -  SECOND    CLASS I
 DF4571
 DF4571  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DF4571  Standards:
 DF4571         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DF4571            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DF4571  -------------------------------------------------------------------
 DF4571  NETWORK    0.33   0.49           0.15   0.11   0.25     -0.00906613
 DF4571  -------------------------------------------------------------------
 DF4571  Click here for local accuracies and other accuracy information.
 DF4571
 DF4571.The horizontal coordinates were established by GPS observations
 DF4571.and adjusted by the National Geodetic Survey in June 2012.
 DF4571
 DF4571.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DF4571.been affixed to the stable North American tectonic plate. See 
 DF4571.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DF4571
 DF4571.The horizontal coordinates are valid at the epoch date displayed above
 DF4571.which is a decimal equivalence of Year/Month/Day.
 DF4571
 DF4571.The orthometric height was determined by differential leveling and
 DF4571.adjusted by the NATIONAL GEODETIC SURVEY
 DF4571.in August 2019.
 DF4571
 DF4571.Significant digits in the geoid height do not necessarily reflect accuracy.
 DF4571.GEOID18 height accuracy estimate available here.
 DF4571
 DF4571.Click photographs - Photos may exist for this station.
 DF4571
 DF4571.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DF4571
 DF4571.The Laplace correction was computed from DEFLEC18 derived deflections.
 DF4571
 DF4571.The ellipsoidal height was determined by GPS observations
 DF4571.and is referenced to NAD 83.
 DF4571
 DF4571.The dynamic height is computed by dividing the NAVD 88
 DF4571.geopotential number by the normal gravity value computed on the
 DF4571.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DF4571.degrees latitude (g = 980.6199 gals.).
 DF4571
 DF4571.The modeled gravity was interpolated from observed gravity values.
 DF4571
 DF4571. The following values were computed from the NAD 83(2011) position.
 DF4571
 DF4571;                    North         East     Units Scale Factor Converg.
 DF4571;SPC MN C     -   359,405.281   813,470.006   MT  1.00007440   +0 07 44.1
 DF4571;SPC MN C     - 1,179,148.83  2,668,859.51   sFT  1.00007440   +0 07 44.1
 DF4571;UTM  15      - 5,242,795.004   419,025.178   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  =   1.00001625
 DF4571!UTM  15      -   0.99994185  x   0.99968058  =   0.99962245
 DF4571
 DF4571_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVN1902542795(NAD 83)
 DF4571
 DF4571                          SUPERSEDED SURVEY CONTROL
 DF4571
 DF4571  NAD 83(2007)-  47 20 00.99605(N)    094 04 18.46064(W) AD(2002.00) 0
 DF4571  ELLIP H (02/10/07)  371.018  (m)                       GP(2002.00)    
 DF4571  NAD 83(1996)-  47 20 00.99591(N)    094 04 18.46019(W) AD(       ) 1
 DF4571  ELLIP H (07/22/03)  371.023  (m)                       GP(       ) 3 2
 DF4571  NAVD 88             399.61   (m)         1311.1    (f) LEVELING    3  
 DF4571  NAVD 88 (08/10/04)  399.614  (m)         1311.07   (f) SUPERSEDED  2 1
 DF4571  NAVD 88             399.63   (m)         1311.1    (f) LEVELING    3  
 DF4571
 DF4571.Superseded values are not recommended for survey control.
 DF4571
 DF4571.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF4571.See file dsdata.pdf to determine how the superseded data were derived.
 DF4571
 DF4571_MARKER: DD = SURVEY DISK
 DF4571_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DF4571_STAMPING: 1102 T 2001
 DF4571_MARK LOGO: MNDT
 DF4571_PROJECTION: RECESSED 13 CENTIMETERS
 DF4571_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DF4571_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DF4571_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DF4571+SATELLITE: SATELLITE OBSERVATIONS - January 28, 2020
 DF4571
 DF4571  HISTORY     - Date     Condition        Report By
 DF4571  HISTORY     - 20010808 MONUMENTED       MNDT
 DF4571  HISTORY     - 20100303 GOOD             MNDT
 DF4571  HISTORY     - 20200128 GOOD             MNDT
 DF4571
 DF4571                          STATION DESCRIPTION
 DF4571
 DF4571'DESCRIBED BY MN DEPT OF TRANSP 2001 (DKH)
 DF4571'THE MARK IS 6.45 MI (10.38 KM) EAST OF BENA, 6.45 MI (10.38 KM) EAST
 DF4571'ALONG TH 2 FROM JCT OF TH 2 AND CO RD 8 IN BENA, AT TH 2 MP 155.65,
 DF4571'230.7 FT (70.3 M) SOUTH OF TH 2, 18.7 FT (5.7 M) SOUTH OF SOUTH RAIL,
 DF4571'13 FT (4.0 M) EAST OF DRIVEWAY, 3.1 FT (0.9 M) NORTH OF WIT POST,
 DF4571'RECESSED 2 INCHES, MAGNETIC, AND SUITABLE FOR GPS.  ROD DEPTH IS 25
 DF4571'FT.
 DF4571
 DF4571                          STATION RECOVERY (2010)
 DF4571
 DF4571'RECOVERY NOTE BY MN DEPT OF TRANSP 2010 (KMS)
 DF4571'THE MARK WAS RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.
 DF4571'THE MARK IS 6.45 MILES EAST OF BENA, 6.45 MILES EAST ALONG TRUNK
 DF4571'HIGHWAY 2 FROM JUNCTION OF TRUNK HIGHWAY 2 AND COUNTY ROAD 8 IN BENA,
 DF4571'AT TRUNK HIGHWAY 2 MILEPOINT 155.65, 230.7 FEET SOUTH OF TRUNK HIGHWAY
 DF4571'2, 18.7 FEET SOUTH OF SOUTH RAIL, 13.0 FEET EAST OF DRIVEWAY, 3.1 FEET
 DF4571'NORTH OF WITNESS POST.
 DF4571
 DF4571                          STATION RECOVERY (2020)
 DF4571
 DF4571'RECOVERY NOTE BY MN DEPT OF TRANSP 2020 (DAS)
 DF4571'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DF4570 ***********************************************************************
 DF4570  DESIGNATION -  1102 U
 DF4570  PID         -  DF4570
 DF4570  STATE/COUNTY-  MN/CASS
 DF4570  COUNTRY     -  US
 DF4570  USGS QUAD   -  NUSHKA LAKE (2019)
 DF4570
 DF4570                         *CURRENT SURVEY CONTROL
 DF4570  ______________________________________________________________________
 DF4570* NAD 83(2011) POSITION- 47 19 54.32775(N) 094 02 52.79332(W)   ADJUSTED
 DF4570* NAD 83(2011) ELLIP HT-   373.506 (meters)        (06/27/12)   ADJUSTED
 DF4570* NAD 83(2011) EPOCH   -  2010.00
 DF4570* NAVD 88 ORTHO HEIGHT -   402.171 (meters)     1319.46  (feet) ADJUSTED
 DF4570  ______________________________________________________________________
 DF4570  GEOID HEIGHT    -        -28.660 (meters)                     GEOID18
 DF4570  NAD 83(2011) X  -   -305,727.034 (meters)                     COMP
 DF4570  NAD 83(2011) Y  - -4,320,089.327 (meters)                     COMP
 DF4570  NAD 83(2011) Z  -  4,667,115.236 (meters)                     COMP
 DF4570  LAPLACE CORR    -         -4.23  (seconds)                    DEFLEC18
 DF4570  DYNAMIC HEIGHT  -        402.214 (meters)     1319.60  (feet) COMP
 DF4570  MODELED GRAVITY -    980,706.0   (mgal)                       NAVD 88
 DF4570
 DF4570  VERT ORDER      -  SECOND    CLASS I
 DF4570
 DF4570  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DF4570  Standards:
 DF4570         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DF4570            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DF4570  -------------------------------------------------------------------
 DF4570  NETWORK    0.68   0.82           0.32   0.21   0.42     -0.14832437
 DF4570  -------------------------------------------------------------------
 DF4570  Click here for local accuracies and other accuracy information.
 DF4570
 DF4570.The horizontal coordinates were established by GPS observations
 DF4570.and adjusted by the National Geodetic Survey in June 2012.
 DF4570
 DF4570.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DF4570.been affixed to the stable North American tectonic plate. See 
 DF4570.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DF4570
 DF4570.The horizontal coordinates are valid at the epoch date displayed above
 DF4570.which is a decimal equivalence of Year/Month/Day.
 DF4570
 DF4570.The orthometric height was determined by differential leveling and
 DF4570.adjusted by the NATIONAL GEODETIC SURVEY
 DF4570.in August 2019.
 DF4570
 DF4570.Significant digits in the geoid height do not necessarily reflect accuracy.
 DF4570.GEOID18 height accuracy estimate available here.
 DF4570
 DF4570.Click photographs - Photos may exist for this station.
 DF4570
 DF4570.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DF4570
 DF4570.The Laplace correction was computed from DEFLEC18 derived deflections.
 DF4570
 DF4570.The ellipsoidal height was determined by GPS observations
 DF4570.and is referenced to NAD 83.
 DF4570
 DF4570.The dynamic height is computed by dividing the NAVD 88
 DF4570.geopotential number by the normal gravity value computed on the
 DF4570.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DF4570.degrees latitude (g = 980.6199 gals.).
 DF4570
 DF4570.The modeled gravity was interpolated from observed gravity values.
 DF4570
 DF4570. The following values were computed from the NAD 83(2011) position.
 DF4570
 DF4570;                    North         East     Units Scale Factor Converg.
 DF4570;SPC MN C     -   359,203.646   815,269.206   MT  1.00007383   +0 08 46.1
 DF4570;SPC MN C     - 1,178,487.30  2,674,762.39   sFT  1.00007383   +0 08 46.1
 DF4570;UTM  15      - 5,242,564.695   420,820.211   MT  0.99967705   -0 46 14.2
 DF4570
 DF4570!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF4570!SPC MN C     -   0.99994146  x   1.00007383  =   1.00001528
 DF4570!UTM  15      -   0.99994146  x   0.99967705  =   0.99961853
 DF4570
 DF4570_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVN2082042564(NAD 83)
 DF4570
 DF4570                          SUPERSEDED SURVEY CONTROL
 DF4570
 DF4570  NAD 83(2007)-  47 19 54.32767(N)    094 02 52.79434(W) AD(2002.00) 0
 DF4570  ELLIP H (02/10/07)  373.536  (m)                       GP(2002.00)    
 DF4570  NAD 83(1996)-  47 19 54.32750(N)    094 02 52.79385(W) AD(       ) 1
 DF4570  ELLIP H (07/22/03)  373.541  (m)                       GP(       ) 3 2
 DF4570  NAVD 88 (08/10/04)  402.160  (m)         1319.42   (f) SUPERSEDED  2 1
 DF4570  NAVD 88             402.18   (m)         1319.5    (f) LEVELING    3  
 DF4570
 DF4570.Superseded values are not recommended for survey control.
 DF4570
 DF4570.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF4570.See file dsdata.pdf to determine how the superseded data were derived.
 DF4570
 DF4570_MARKER: DD = SURVEY DISK
 DF4570_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DF4570_STAMPING: 1102 U 2001
 DF4570_MARK LOGO: MNDT
 DF4570_PROJECTION: RECESSED 3 CENTIMETERS
 DF4570_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DF4570_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DF4570_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DF4570+SATELLITE: SATELLITE OBSERVATIONS - January 28, 2020
 DF4570
 DF4570  HISTORY     - Date     Condition        Report By
 DF4570  HISTORY     - 2001     MONUMENTED       MNDT
 DF4570  HISTORY     - 20200128 GOOD             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.
 DF4570
 DF4570                          STATION RECOVERY (2020)
 DF4570
 DF4570'RECOVERY NOTE BY MN DEPT OF TRANSP 2020 (DAS)
 DF4570'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DF4567 ***********************************************************************
 DF4567  DESIGNATION -  1102 V
 DF4567  PID         -  DF4567
 DF4567  STATE/COUNTY-  MN/CASS
 DF4567  COUNTRY     -  US
 DF4567  USGS QUAD   -  BALL CLUB (2019)
 DF4567
 DF4567                         *CURRENT SURVEY CONTROL
 DF4567  ______________________________________________________________________
 DF4567* NAD 83(1986) POSITION- 47 19 40.2    (N) 093 59 42.3    (W)   HD_HELD2
 DF4567* NAVD 88 ORTHO HEIGHT -   396.393 (meters)     1300.50  (feet) ADJUSTED
 DF4567  ______________________________________________________________________
 DF4567  GEOID HEIGHT    -        -28.745 (meters)                     GEOID18
 DF4567  DYNAMIC HEIGHT  -        396.433 (meters)     1300.63  (feet) COMP
 DF4567  MODELED GRAVITY -    980,703.2   (mgal)                       NAVD 88
 DF4567
 DF4567  VERT ORDER      -  SECOND    CLASS I
 DF4567
 DF4567.The horizontal coordinates were established by autonomous hand held GPS
 DF4567.observations and have an estimated accuracy of +/- 10 meters.
 DF4567
 DF4567.The orthometric height was determined by differential leveling and
 DF4567.adjusted by the NATIONAL GEODETIC SURVEY
 DF4567.in August 2019.
 DF4567
 DF4567.Significant digits in the geoid height do not necessarily reflect accuracy.
 DF4567.GEOID18 height accuracy estimate available here.
 DF4567
 DF4567.Click photographs - Photos may exist for this station.
 DF4567
 DF4567.The dynamic height is computed by dividing the NAVD 88
 DF4567.geopotential number by the normal gravity value computed on the
 DF4567.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DF4567.degrees latitude (g = 980.6199 gals.).
 DF4567
 DF4567.The modeled gravity was interpolated from observed gravity values.
 DF4567
 DF4567;                    North         East    Units  Estimated Accuracy
 DF4567;SPC MN C     -   358,779.      819,270.      MT  (+/- 10 meters HH2 GPS)
 DF4567
 DF4567_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVN2481242076(NAD 83)
 DF4567
 DF4567                          SUPERSEDED SURVEY CONTROL
 DF4567
 DF4567  NAVD 88 (08/10/04)  396.386  (m)         1300.48   (f) SUPERSEDED  2 1
 DF4567
 DF4567.Superseded values are not recommended for survey control.
 DF4567
 DF4567.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF4567.See file dsdata.pdf to determine how the superseded data were derived.
 DF4567
 DF4567_MARKER: DD = SURVEY DISK
 DF4567_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DF4567_STAMPING: 1102 V
 DF4567_MARK LOGO: MNDT
 DF4567_PROJECTION: FLUSH
 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 - June 06, 2023
 DF4567
 DF4567  HISTORY     - Date     Condition        Report By
 DF4567  HISTORY     - 2001     MONUMENTED       MNDT
 DF4567  HISTORY     - 20230606 GOOD             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.
 DF4567
 DF4567                          STATION RECOVERY (2023)
 DF4567
 DF4567'RECOVERY NOTE BY MN DEPT OF TRANSP 2023 (AJH)
 DF4567'2.8 MI (4.5 KM) WEST OF BALL CLUB, 2.8 MI (4.5 KM) WEST ALONG TRUNK
 DF4567'HIGHWAY 2 FROM THE JUNCTION OF TRUNK HIGHWAY 2 AND COUNTY ROAD 39 IN
 DF4567'BALL CLUB, AT TRUNK HIGHWAY 2 MILE POINT 159.3, 64.3 FT (19.6 M) NORTH
 DF4567'OF TRUNK HIGHWAY 2, 5.7 FT (1.7 M) WEST OF FOREST ROAD 2271, 2.6 FT
 DF4567'(0.8 M) SOUTH OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DO8666 ***********************************************************************
 DO8666  DESIGNATION -  1102 Z
 DO8666  PID         -  DO8666
 DO8666  STATE/COUNTY-  MN/CASS
 DO8666  COUNTRY     -  US
 DO8666  USGS QUAD   -  CASS LAKE (2019)
 DO8666
 DO8666                         *CURRENT SURVEY CONTROL
 DO8666  ______________________________________________________________________
 DO8666* NAD 83(1986) POSITION- 47 22 49.18   (N) 094 35 21.06   (W)   HD_HELD1
 DO8666* NAVD 88 ORTHO HEIGHT -   399.171 (meters)     1309.61  (feet) ADJUSTED
 DO8666  ______________________________________________________________________
 DO8666  GEOID HEIGHT    -        -28.154 (meters)                     GEOID18
 DO8666  DYNAMIC HEIGHT  -        399.213 (meters)     1309.75  (feet) COMP
 DO8666  MODELED GRAVITY -    980,706.5   (mgal)                       NAVD 88
 DO8666
 DO8666  VERT ORDER      -  SECOND    CLASS I
 DO8666
 DO8666.The horizontal coordinates were determined by differentially corrected
 DO8666.hand held GPS observations or other comparable positioning techniques
 DO8666.and have an estimated accuracy of +/- 3 meters.
 DO8666
 DO8666.The orthometric height was determined by differential leveling and
 DO8666.adjusted by the NATIONAL GEODETIC SURVEY
 DO8666.in February 2020.
 DO8666
 DO8666.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO8666.GEOID18 height accuracy estimate available here.
 DO8666
 DO8666.Click photographs - Photos may exist for this station.
 DO8666
 DO8666.The dynamic height is computed by dividing the NAVD 88
 DO8666.geopotential number by the normal gravity value computed on the
 DO8666.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO8666.degrees latitude (g = 980.6199 gals.).
 DO8666
 DO8666.The modeled gravity was interpolated from observed gravity values.
 DO8666
 DO8666;                    North         East    Units  Estimated Accuracy
 DO8666;SPC MN C     -   364,639.4     774,384.5     MT  (+/- 3 meters HH1 GPS) 
 DO8666
 DO8666_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUN8004248654(NAD 83)
 DO8666
 DO8666                          SUPERSEDED SURVEY CONTROL
 DO8666
 DO8666  NAVD 88 (08/26/19)  399.166  (m)         1309.60   (f) SUPERSEDED  2 1
 DO8666  NAVD 88 (09/23/13)  399.158  (m)         1309.57   (f) SUPERSEDED  2 1
 DO8666
 DO8666.Superseded values are not recommended for survey control.
 DO8666
 DO8666.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DO8666.See file dsdata.pdf to determine how the superseded data were derived.
 DO8666
 DO8666_MARKER: F = FLANGE-ENCASED ROD
 DO8666_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DO8666_STAMPING: 1102 Z 2012
 DO8666_MARK LOGO: MNDT
 DO8666_PROJECTION: RECESSED 3 CENTIMETERS
 DO8666_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DO8666_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DO8666_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DO8666+SATELLITE: SATELLITE OBSERVATIONS - June 07, 2023
 DO8666_ROD/PIPE-DEPTH: 15.2 meters
 DO8666
 DO8666  HISTORY     - Date     Condition        Report By
 DO8666  HISTORY     - 20120815 MONUMENTED       MNDT
 DO8666  HISTORY     - 20230607 GOOD             MNDT
 DO8666
 DO8666                          STATION DESCRIPTION
 DO8666
 DO8666'DESCRIBED BY MN DEPT OF TRANSP 2012 (JBG)
 DO8666'IN CASS LAKE, 1.15 MILES EAST ALONG TRUNK HIGHWAY 2 FROM JUNCTION OF
 DO8666'TRUNK HIGHWAY 2 AND TRUNK HIGHWAY 371 IN CASS LAKE, AT TRUNK HIGHWAY 2
 DO8666'MILEPOINT 131.1, 43.0 FEET SOUTH OF TRUNK HIGHWAY 2, 23.0 FEET NORTH
 DO8666'OF TAR ROAD, 1.5 FEET EAST OF WITNESS POST.
 DO8666
 DO8666                          STATION RECOVERY (2023)
 DO8666
 DO8666'RECOVERY NOTE BY MN DEPT OF TRANSP 2023 (AJH)
 DO8666'THE MARK IS LOCATED ABOUT 8.8 MI (14.2 KM) SOUTHWEST OF PENNINGTON,
 DO8666'8.1 MI (13.0 KM) SOUTH-SOUTHEAST OF ANDRUSIA AND 0.7 MI (1.1 KM) EAST
 DO8666'OF CASS LAKE.
 DO8666'
 DO8666'THE MARK WAS LOCATED ABOUT IN CASS LAKE, 1.15 MI (1.85 KM) EAST ALONG
 DO8666'TRUNK HIGHWAY 2 FROM THE JUNCTION OF TRUNK HIGHWAY 2 AND TRUNK HIGHWAY
 DO8666'371 IN CASS LAKE, AT TRUNK HIGHWAY 2 MILE POINT 131.1.
 DO8666'
 DO8666'IT IS 43.0 FT (13.1 M) SOUTH OF TRUNK HIGHWAY 2, 23.0 FT (7.0 M) NORTH
 DO8666'OF A TAR ROAD AND 1.5 FT (0.5 M) EAST OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 AH6968 ***********************************************************************
 AH6968  DESIGNATION -  1103 A
 AH6968  PID         -  AH6968
 AH6968  STATE/COUNTY-  MN/CASS
 AH6968  COUNTRY     -  US
 AH6968  USGS QUAD   -  ROOSEVELT LAKE (2019)
 AH6968
 AH6968                         *CURRENT SURVEY CONTROL
 AH6968  ______________________________________________________________________
 AH6968* NAD 83(1986) POSITION- 46 49 32.27   (N) 093 56 52.84   (W)   HD_HELD1
 AH6968* NAVD 88 ORTHO HEIGHT -   402.534 (meters)     1320.65  (feet) ADJUSTED
 AH6968  ______________________________________________________________________
 AH6968  GEOID HEIGHT    -        -28.303 (meters)                     GEOID18
 AH6968  DYNAMIC HEIGHT  -        402.558 (meters)     1320.73  (feet) COMP
 AH6968  MODELED GRAVITY -    980,661.7   (mgal)                       NAVD 88
 AH6968
 AH6968  VERT ORDER      -  SECOND    CLASS I
 AH6968
 AH6968.The horizontal coordinates were determined by differentially corrected
 AH6968.hand held GPS observations or other comparable positioning techniques
 AH6968.and have an estimated accuracy of +/- 3 meters.
 AH6968
 AH6968.The orthometric height was determined by differential leveling and
 AH6968.adjusted by the NATIONAL GEODETIC SURVEY
 AH6968.in August 2006.
 AH6968
 AH6968.Significant digits in the geoid height do not necessarily reflect accuracy.
 AH6968.GEOID18 height accuracy estimate available here.
 AH6968
 AH6968.Click photographs - Photos may exist for this station.
 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     -   302,960.2     823,041.7     MT  (+/- 3 meters HH1 GPS) 
 AH6968
 AH6968_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVM2769286223(NAD 83)
 AH6968
 AH6968                          SUPERSEDED SURVEY CONTROL
 AH6968
 AH6968  NAVD 88 (09/27/00)  402.533  (m)         1320.64   (f) SUPERSEDED  2 1
 AH6968
 AH6968.Superseded values are not recommended for survey control.
 AH6968
 AH6968.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH6968.See file dsdata.pdf to determine how the superseded data were derived.
 AH6968
 AH6968_MARKER: DD = SURVEY DISK
 AH6968_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 AH6968_STAMPING: 1103 A 1994
 AH6968_MARK LOGO: MNDT
 AH6968_PROJECTION: RECESSED 3 CENTIMETERS
 AH6968_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AH6968_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AH6968_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH6968+SATELLITE: SATELLITE OBSERVATIONS - June 01, 2023
 AH6968_ROD/PIPE-DEPTH: 5.2 meters
 AH6968
 AH6968  HISTORY     - Date     Condition        Report By
 AH6968  HISTORY     - 1994     MONUMENTED       MNDT
 AH6968  HISTORY     - 20210707 GOOD             MNDT
 AH6968  HISTORY     - 20221025 GOOD             MNDT
 AH6968  HISTORY     - 20230601 GOOD             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.
 AH6968
 AH6968                          STATION RECOVERY (2021)
 AH6968
 AH6968'RECOVERY NOTE BY MN DEPT OF TRANSP 2021 (KMS)
 AH6968'RECOVERED IN GOOD CONDITION.
 AH6968
 AH6968                          STATION RECOVERY (2022)
 AH6968
 AH6968'RECOVERY NOTE BY MN DEPT OF TRANSP 2022 (DAS)
 AH6968'RECOVERED IN GOOD CONDITION.
 AH6968'
 AH6968'NOTE-86.2 FT (26.3 M) NORTHWEST OF TRUNK HIGHWAY 6 AND 24.2 FT (7.4 M)
 AH6968'SOUTHWEST OF DRIVEWAY NUMBER 625 TO O.L.D.S.
 AH6968
 AH6968                          STATION RECOVERY (2023)
 AH6968
 AH6968'RECOVERY NOTE BY MN DEPT OF TRANSP 2023 (AJH)
 AH6968'0.5 MI (0.8 KM) NORTH-NORTHWEST OF OUTING, 0.8 MI (1.3 KM) NORTH ALONG
 AH6968'TRUNK HIGHWAY 6 FROM THE JUNCTION OF TRUNK HIGHWAY 6 AND COUNTY ROAD
 AH6968'58 IN OUTING, AT TRUNK HIGHWAY 6 MILE POINT 38.75 (MILEPOSTS ARE OFF),
 AH6968'IF MILEPOST 39 IS USED TO CLOCK DISTANCE, THEN IT IS MILE POINT 38.95,
 AH6968'86.2 FT (26.3 M) NORTHWEST OF TRUNK HIGHWAY 6, 24.2 FT (7.4 M)
 AH6968'SOUTHWEST OF DRIVEWAY NUMBER 625 TO O.L.D.S, 2.0 FT (0.6 M) NORTHWEST
 AH6968'OF A POWER POLE, 2.2 FT (0.7 M) NORTH-NORTHWEST OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 AH6970 ***********************************************************************
 AH6970  DESIGNATION -  1103 C
 AH6970  PID         -  AH6970
 AH6970  STATE/COUNTY-  MN/CASS
 AH6970  COUNTRY     -  US
 AH6970  USGS QUAD   -  ROOSEVELT LAKE (2019)
 AH6970
 AH6970                         *CURRENT SURVEY CONTROL
 AH6970  ______________________________________________________________________
 AH6970* NAD 83(1986) POSITION- 46 50 47.8    (N) 093 56 38.8    (W)   HD_HELD2
 AH6970* NAVD 88 ORTHO HEIGHT -   413.894 (meters)     1357.92  (feet) ADJUSTED
 AH6970  ______________________________________________________________________
 AH6970  GEOID HEIGHT    -        -28.349 (meters)                     GEOID18
 AH6970  DYNAMIC HEIGHT  -        413.919 (meters)     1358.00  (feet) COMP
 AH6970  MODELED GRAVITY -    980,661.0   (mgal)                       NAVD 88
 AH6970
 AH6970  VERT ORDER      -  SECOND    CLASS I
 AH6970
 AH6970.The horizontal coordinates were established by autonomous hand held GPS
 AH6970.observations and have an estimated accuracy of +/- 10 meters.
 AH6970
 AH6970.The orthometric height was determined by differential leveling and
 AH6970.adjusted by the NATIONAL GEODETIC SURVEY
 AH6970.in August 2006.
 AH6970
 AH6970.Significant digits in the geoid height do not necessarily reflect accuracy.
 AH6970.GEOID18 height accuracy estimate available here.
 AH6970
 AH6970.Click photographs - Photos may exist for this station.
 AH6970
 AH6970.The dynamic height is computed by dividing the NAVD 88
 AH6970.geopotential number by the normal gravity value computed on the
 AH6970.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH6970.degrees latitude (g = 980.6199 gals.).
 AH6970
 AH6970.The modeled gravity was interpolated from observed gravity values.
 AH6970
 AH6970;                    North         East    Units  Estimated Accuracy
 AH6970;SPC MN C     -   305,294.      823,330.      MT  (+/- 10 meters HH2 GPS)
 AH6970
 AH6970_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVM2801888551(NAD 83)
 AH6970
 AH6970                          SUPERSEDED SURVEY CONTROL
 AH6970
 AH6970  NAVD 88 (09/27/00)  413.894  (m)         1357.92   (f) SUPERSEDED  2 1
 AH6970
 AH6970.Superseded values are not recommended for survey control.
 AH6970
 AH6970.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH6970.See file dsdata.pdf to determine how the superseded data were derived.
 AH6970
 AH6970_MARKER: DB = BENCH MARK DISK
 AH6970_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 AH6970_STAMPING: 1103 C 1994
 AH6970_MARK LOGO: MNHD
 AH6970_PROJECTION: FLUSH
 AH6970_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 AH6970_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AH6970_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH6970+SATELLITE: SATELLITE OBSERVATIONS - June 01, 2023
 AH6970
 AH6970  HISTORY     - Date     Condition        Report By
 AH6970  HISTORY     - 1994     MONUMENTED       MNDT
 AH6970  HISTORY     - 20070329 GOOD             MNDT
 AH6970  HISTORY     - 20190807 GOOD             MNDT
 AH6970  HISTORY     - 20221008 GOOD             MNDT
 AH6970  HISTORY     - 20230601 GOOD             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.
 AH6970
 AH6970                          STATION RECOVERY (2007)
 AH6970
 AH6970'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (KMS)
 AH6970'2 MI (3.2 KM) NORTH OF OUTING, 2.15 MI (3.46 KM) NORTH ALONG TRUNK
 AH6970'HIGHWAY 6  FROM THE JUNCTION OF TRUNK HIGHWAY 6 AND COUNTY ROAD 58 IN
 AH6970'OUTING, AT TRUNK HIGHWAY 6 MILE POINT 40.4, 31 FT (9.4 M) WEST OF
 AH6970'TRUNK HIGHWAY 6, 141 FT (43.0 M) SOUTH OF COUNTY ROAD 48, 8.7 FT (2.7
 AH6970'M) SOUTH OF 14 INCH NORWAY PINE TREE, 25.1 FT (7.7 M) SOUTH-SOUTHEAST
 AH6970'OF TELEPHONE CABLE PEDESTAL NO 66, 28.7 FT (8.7 M) NORTH-NORTHEAST OF
 AH6970'STATE LAND PLANTED 1940 SIGN POST, 1.2 FT (0.4 M) NORTH OF A WITNESS
 AH6970'POST.
 AH6970
 AH6970                          STATION RECOVERY (2019)
 AH6970
 AH6970'RECOVERY NOTE BY MN DEPT OF TRANSP 2019 (DAS)
 AH6970'RECOVERED IN GOOD CONDITION.
 AH6970
 AH6970                          STATION RECOVERY (2022)
 AH6970
 AH6970'RECOVERY NOTE BY MN DEPT OF TRANSP 2022 (DAS)
 AH6970'RECOVERED AS DESCRIBED.
 AH6970
 AH6970                          STATION RECOVERY (2023)
 AH6970
 AH6970'RECOVERY NOTE BY MN DEPT OF TRANSP 2023 (AJH)
 AH6970'2.0 MI (3.2 KM) NORTH OF OUTING, 2.15 MI (3.46 KM) NORTH ALONG TRUNK
 AH6970'HIGHWAY 6 FROM THE JUNCTION OF TRUNK HIGHWAY 6 AND COUNTY ROAD 58 IN
 AH6970'OUTING, AT TRUNK HIGHWAY 6 MILE POINT 40.4, 31.0 FT (9.4 M) WEST OF
 AH6970'TRUNK HIGHWAY 6, 141.0 FT (43.0 M) SOUTH OF COUNTY ROAD 48, 28.7 FT
 AH6970'(8.7 M) NORTH-NORTHEAST OF STATE LAND PLANTED 1940 SIGNPOST, 8.7 FT
 AH6970'(2.7 M) SOUTH OF A 20.0 INCH (51 CM) DIAMETER NORWAY PINE TREE, 1.2 FT
 AH6970'(0.4 M) NORTH OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 AH6971 ***********************************************************************
 AH6971  DESIGNATION -  1103 D
 AH6971  PID         -  AH6971
 AH6971  STATE/COUNTY-  MN/CASS
 AH6971  COUNTRY     -  US
 AH6971  USGS QUAD   -  ROOSEVELT LAKE (2019)
 AH6971
 AH6971                         *CURRENT SURVEY CONTROL
 AH6971  ______________________________________________________________________
 AH6971* NAD 83(1986) POSITION- 46 51 33.5    (N) 093 56 40.6    (W)   HD_HELD2
 AH6971* NAVD 88 ORTHO HEIGHT -   409.037 (meters)     1341.98  (feet) ADJUSTED
 AH6971  ______________________________________________________________________
 AH6971  GEOID HEIGHT    -        -28.378 (meters)                     GEOID18
 AH6971  DYNAMIC HEIGHT  -        409.061 (meters)     1342.06  (feet) COMP
 AH6971  MODELED GRAVITY -    980,659.9   (mgal)                       NAVD 88
 AH6971
 AH6971  VERT ORDER      -  SECOND    CLASS I
 AH6971
 AH6971.The horizontal coordinates were established by autonomous hand held GPS
 AH6971.observations and have an estimated accuracy of +/- 10 meters.
 AH6971
 AH6971.The orthometric height was determined by differential leveling and
 AH6971.adjusted by the NATIONAL GEODETIC SURVEY
 AH6971.in August 2006.
 AH6971
 AH6971.Significant digits in the geoid height do not necessarily reflect accuracy.
 AH6971.GEOID18 height accuracy estimate available here.
 AH6971
 AH6971.Click photographs - Photos may exist for this station.
 AH6971
 AH6971.The dynamic height is computed by dividing the NAVD 88
 AH6971.geopotential number by the normal gravity value computed on the
 AH6971.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH6971.degrees latitude (g = 980.6199 gals.).
 AH6971
 AH6971.The modeled gravity was interpolated from observed gravity values.
 AH6971
 AH6971;                    North         East    Units  Estimated Accuracy
 AH6971;SPC MN C     -   306,705.      823,287.      MT  (+/- 10 meters HH2 GPS)
 AH6971
 AH6971_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVM2799789962(NAD 83)
 AH6971
 AH6971                          SUPERSEDED SURVEY CONTROL
 AH6971
 AH6971  NAVD 88 (09/27/00)  409.037  (m)         1341.98   (f) SUPERSEDED  2 1
 AH6971
 AH6971.Superseded values are not recommended for survey control.
 AH6971
 AH6971.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH6971.See file dsdata.pdf to determine how the superseded data were derived.
 AH6971
 AH6971_MARKER: DD = SURVEY DISK
 AH6971_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 AH6971_STAMPING: 1103 D 1994
 AH6971_MARK LOGO: MNDT
 AH6971_PROJECTION: RECESSED 8 CENTIMETERS
 AH6971_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AH6971_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AH6971_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH6971+SATELLITE: SATELLITE OBSERVATIONS - June 01, 2023
 AH6971_ROD/PIPE-DEPTH: 9.9 meters
 AH6971
 AH6971  HISTORY     - Date     Condition        Report By
 AH6971  HISTORY     - 1994     MONUMENTED       MNDT
 AH6971  HISTORY     - 20070329 GOOD             MNDT
 AH6971  HISTORY     - 20190807 GOOD             MNDT
 AH6971  HISTORY     - 20221008 GOOD             MNDT
 AH6971  HISTORY     - 20230601 GOOD             MNDT
 AH6971
 AH6971                          STATION DESCRIPTION
 AH6971
 AH6971'DESCRIBED BY MN DEPT OF TRANSP 1994 (WAS)
 AH6971'3 MI (4.8 KM) NORTH OF OUTING ON A N-S POWERLINE, 3.05 MI (4.91 KM)
 AH6971'NORTH ALONG TH 6 FROM JCT OF TH 6 AND CO RD 58 IN OUTING, AT TH 6 MP
 AH6971'41.3, 90 FT (27.4 M) WEST OF TH 6, 12 FT (3.7 M) NORTH OF A DIM RD,
 AH6971'3.3 FT (1.0 M) NORTH OF THE P-POLE WITH TRANSFORMER NO V11 15 01, 47.1
 AH6971'FT (14.4 M) NW OF THE SOUTH GATE POST, AND 1.1 FT (0.3 M) SOUTH OF A
 AH6971'WIT POST.
 AH6971
 AH6971                          STATION RECOVERY (2007)
 AH6971
 AH6971'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (KMS)
 AH6971'THE MARK IS 3 MI (4.8 KM) NORTH OF OUTING, ON NORTH-SOUTH POWER LINE,
 AH6971'3.05 MI (4.9 KM) NORTH ALONG TRUNK HIGHWAY 6 FROM THE JUNCTION OF
 AH6971'TRUNK HIGHWAY 6 AND COUNTY ROAD 58 IN OUTING, AT TRUNK HIGHWAY 6 MILE
 AH6971'POINT 41.3.
 AH6971'
 AH6971'IT IS 90 FT (27.4 M) WEST OF TRUNK HIGHWAY 6, 12 FT (3.7 M) NORTH OF
 AH6971'DIM ROAD, 3.3 FT (1.0 M) NORTH OF POWER POLE WITH TRANSFORMER NO V11
 AH6971'15 01, 47.1 FT (14.4 M) NORTHWEST OF SOUTH GATE POST AND 3 FT (0.9 M)
 AH6971'NORTH OF A WITNESS POST.
 AH6971
 AH6971                          STATION RECOVERY (2019)
 AH6971
 AH6971'RECOVERY NOTE BY MN DEPT OF TRANSP 2019 (DAS)
 AH6971'RECOVERED IN GOOD CONDITION.
 AH6971
 AH6971                          STATION RECOVERY (2022)
 AH6971
 AH6971'RECOVERY NOTE BY MN DEPT OF TRANSP 2022 (DAS)
 AH6971'RECOVERED IN GOOD CONDITION.
 AH6971'
 AH6971'NOTE-3.3 FT (1.0 M) NORTH OF A POWER POLE NUMBER 148749 WITH A
 AH6971'TRANSFORMER.
 AH6971
 AH6971                          STATION RECOVERY (2023)
 AH6971
 AH6971'RECOVERY NOTE BY MN DEPT OF TRANSP 2023 (AJH)
 AH6971'3.0 MI (4.8 KM) NORTH OF OUTING, ON A NORTH-SOUTH POWER LINE, 3.05 MI
 AH6971'(4.91 KM) NORTH ALONG TRUNK HIGHWAY 6 FROM THE JUNCTION OF TRUNK
 AH6971'HIGHWAY 6 AND COUNTY ROAD 58 IN OUTING, AT TRUNK HIGHWAY 6 MILE POINT
 AH6971'41.3, 90.0 FT (27.4 M) WEST OF TRUNK HIGHWAY 6, 12.0 FT (3.7 M) NORTH
 AH6971'OF A DIM ROAD, 3.3 FT (1.0 M) NORTH OF A POWER POLE NUMBER 148749 WITH
 AH6971'A TRANSFORMER, 3.0 FT (0.9 M) NORTH OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 AH6973 ***********************************************************************
 AH6973  DESIGNATION -  1103 F
 AH6973  PID         -  AH6973
 AH6973  STATE/COUNTY-  MN/CASS
 AH6973  COUNTRY     -  US
 AH6973  USGS QUAD   -  THUNDER LAKE (2019)
 AH6973
 AH6973                         *CURRENT SURVEY CONTROL
 AH6973  ______________________________________________________________________
 AH6973* NAD 83(1986) POSITION- 46 53 23.92   (N) 093 56 41.04   (W)   HD_HELD1
 AH6973* NAVD 88 ORTHO HEIGHT -   408.479 (meters)     1340.15  (feet) ADJUSTED
 AH6973  ______________________________________________________________________
 AH6973  GEOID HEIGHT    -        -28.453 (meters)                     GEOID18
 AH6973  DYNAMIC HEIGHT  -        408.502 (meters)     1340.23  (feet) COMP
 AH6973  MODELED GRAVITY -    980,657.9   (mgal)                       NAVD 88
 AH6973
 AH6973  VERT ORDER      -  SECOND    CLASS I
 AH6973
 AH6973.The horizontal coordinates were determined by differentially corrected
 AH6973.hand held GPS observations or other comparable positioning techniques
 AH6973.and have an estimated accuracy of +/- 3 meters.
 AH6973
 AH6973.The orthometric height was determined by differential leveling and
 AH6973.adjusted by the NATIONAL GEODETIC SURVEY
 AH6973.in August 2006.
 AH6973
 AH6973.Significant digits in the geoid height do not necessarily reflect accuracy.
 AH6973.GEOID18 height accuracy estimate available here.
 AH6973
 AH6973.Click photographs - Photos may exist for this station.
 AH6973
 AH6973.The dynamic height is computed by dividing the NAVD 88
 AH6973.geopotential number by the normal gravity value computed on the
 AH6973.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH6973.degrees latitude (g = 980.6199 gals.).
 AH6973
 AH6973.The modeled gravity was interpolated from observed gravity values.
 AH6973
 AH6973;                    North         East    Units  Estimated Accuracy
 AH6973;SPC MN C     -   310,114.2     823,264.2     MT  (+/- 3 meters HH1 GPS) 
 AH6973
 AH6973_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVM2802993371(NAD 83)
 AH6973
 AH6973                          SUPERSEDED SURVEY CONTROL
 AH6973
 AH6973  NAVD 88 (09/27/00)  408.479  (m)         1340.15   (f) SUPERSEDED  2 1
 AH6973
 AH6973.Superseded values are not recommended for survey control.
 AH6973
 AH6973.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH6973.See file dsdata.pdf to determine how the superseded data were derived.
 AH6973
 AH6973_MARKER: DD = SURVEY DISK
 AH6973_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 AH6973_STAMPING: 1103 F 1994
 AH6973_MARK LOGO: MNDT
 AH6973_PROJECTION: RECESSED 8 CENTIMETERS
 AH6973_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AH6973_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AH6973_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH6973+SATELLITE: SATELLITE OBSERVATIONS - June 01, 2023
 AH6973_ROD/PIPE-DEPTH: 25.9 meters
 AH6973
 AH6973  HISTORY     - Date     Condition        Report By
 AH6973  HISTORY     - 1994     MONUMENTED       MNDT
 AH6973  HISTORY     - 20070329 GOOD             MNDT
 AH6973  HISTORY     - 20190807 GOOD             MNDT
 AH6973  HISTORY     - 20221213 GOOD             MNDT
 AH6973  HISTORY     - 20230601 GOOD             MNDT
 AH6973
 AH6973                          STATION DESCRIPTION
 AH6973
 AH6973'DESCRIBED BY MN DEPT OF TRANSP 1994 (WAS)
 AH6973'5 MI (8.0 KM) NORTH OF OUTING, 5.25 MI (8.45 KM) NORTH ALONG TH 6 FROM
 AH6973'JCT OF TH 6 AND CO RD 58 IN OUTING, AT TH 6 MP 43.5, 111.5 FT (34.0 M)
 AH6973'WNW OF TH 6, 32 FT (9.8 M) NNE OF FEHRS RD, 2.3 FT (0.7 M) NNE OF A
 AH6973'P-POLE, 20.5 FT (6.2 M) NNW OF A DEAD END ROAD SIGN POST, 1.4 FT (0.4
 AH6973'M) WEST OF A WIT POST.
 AH6973
 AH6973                          STATION RECOVERY (2007)
 AH6973
 AH6973'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (KMS)
 AH6973'THE MARK IS 5 MI (8.0 KM) NORTH OF OUTING, 5.25 MI (8.4 KM) NORTH
 AH6973'ALONG TRUNK HIGHWAY 6 FROM THE JUNCTION OF TRUNK HIGHWAY 6 AND COUNTY
 AH6973'ROAD 58 IN OUTING, AT TRUNK HIGHWAY 6 MILE POINT 43.5.
 AH6973'
 AH6973'IT IS 111.5 FT (34.0 M) WEST-NORTHWEST OF TRUNK HIGHWAY 6, 32 FT (9.8
 AH6973'M) NORTH-NORTHEAST OF FEHRS ROAD, 2.3 FT (0.7 M) NORTH-NORTHEAST OF
 AH6973'POWER POLE, 20.5 FT (6.2 M) NORTH-NORTHWEST OF DEAD END ROAD SIGN
 AH6973'POST, 1.4 FT (0.4 M) WEST OF A WITNESS POST.
 AH6973
 AH6973                          STATION RECOVERY (2019)
 AH6973
 AH6973'RECOVERY NOTE BY MN DEPT OF TRANSP 2019 (DAS)
 AH6973'RECOVERED IN GOOD CONDITION.
 AH6973
 AH6973                          STATION RECOVERY (2022)
 AH6973
 AH6973'RECOVERY NOTE BY MN DEPT OF TRANSP 2022 (ARH)
 AH6973'RECOVERED IN GOOD CONDITION.
 AH6973
 AH6973                          STATION RECOVERY (2023)
 AH6973
 AH6973'RECOVERY NOTE BY MN DEPT OF TRANSP 2023 (TJD)
 AH6973'5.0 MI (8.0 KM) NORTH OF OUTING, 5.25 MI (8.45 KM) NORTH ALONG TRUNK
 AH6973'HIGHWAY 6 FROM THE JUNCTION OF TRUNK HIGHWAY 6 AND COUNTY ROAD 58 IN
 AH6973'OUTING, AT TRUNK HIGHWAY 6 MILE POINT 43.5, 111.5 FT (34.0 M)
 AH6973'WEST-NORTHWEST OF TRUNK HIGHWAY 6, 32.0 FT (9.8 M) NORTH-NORTHEAST OF
 AH6973'COUNTY ROAD 6 (FEHRS DRIVE NORTHEAST), 2.3 FT (0.7 M) NORTH-NORTHEAST
 AH6973'OF A POWER POLE, 1.4 FT (0.4 M) WEST OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 AH6974 ***********************************************************************
 AH6974  DESIGNATION -  1103 G
 AH6974  PID         -  AH6974
 AH6974  STATE/COUNTY-  MN/CASS
 AH6974  COUNTRY     -  US
 AH6974  USGS QUAD   -  THUNDER LAKE (2019)
 AH6974
 AH6974                         *CURRENT SURVEY CONTROL
 AH6974  ______________________________________________________________________
 AH6974* NAD 83(1986) POSITION- 46 54 40.24   (N) 093 56 40.25   (W)   HD_HELD1
 AH6974* NAVD 88 ORTHO HEIGHT -   416.327 (meters)     1365.90  (feet) ADJUSTED
 AH6974  ______________________________________________________________________
 AH6974  GEOID HEIGHT    -        -28.503 (meters)                     GEOID18
 AH6974  DYNAMIC HEIGHT  -        416.351 (meters)     1365.98  (feet) COMP
 AH6974  MODELED GRAVITY -    980,656.8   (mgal)                       NAVD 88
 AH6974
 AH6974  VERT ORDER      -  SECOND    CLASS I
 AH6974
 AH6974.The horizontal coordinates were determined by differentially corrected
 AH6974.hand held GPS observations or other comparable positioning techniques
 AH6974.and have an estimated accuracy of +/- 3 meters.
 AH6974
 AH6974.The orthometric height was determined by differential leveling and
 AH6974.adjusted by the NATIONAL GEODETIC SURVEY
 AH6974.in August 2006.
 AH6974
 AH6974.Significant digits in the geoid height do not necessarily reflect accuracy.
 AH6974.GEOID18 height accuracy estimate available here.
 AH6974
 AH6974.Click photographs - Photos may exist for this station.
 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     -   312,471.0     823,271.8     MT  (+/- 3 meters HH1 GPS) 
 AH6974
 AH6974_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVM2807495726(NAD 83)
 AH6974
 AH6974                          SUPERSEDED SURVEY CONTROL
 AH6974
 AH6974  NAVD 88 (09/27/00)  416.327  (m)         1365.90   (f) SUPERSEDED  2 1
 AH6974
 AH6974.Superseded values are not recommended for survey control.
 AH6974
 AH6974.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH6974.See file dsdata.pdf to determine how the superseded data were derived.
 AH6974
 AH6974_MARKER: DD = SURVEY DISK
 AH6974_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 AH6974_STAMPING: 1103 G 1994
 AH6974_MARK LOGO: MNDT
 AH6974_PROJECTION: RECESSED 8 CENTIMETERS
 AH6974_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 AH6974_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AH6974_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH6974+SATELLITE: SATELLITE OBSERVATIONS - June 01, 2023
 AH6974_ROD/PIPE-DEPTH: 9.1 meters
 AH6974
 AH6974  HISTORY     - Date     Condition        Report By
 AH6974  HISTORY     - 1994     MONUMENTED       MNDT
 AH6974  HISTORY     - 20221009 GOOD             MNDT
 AH6974  HISTORY     - 20230601 GOOD             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.
 AH6974
 AH6974                          STATION RECOVERY (2022)
 AH6974
 AH6974'RECOVERY NOTE BY MN DEPT OF TRANSP 2022 (DAS)
 AH6974'RECOVERED IN GOOD CONDITION.
 AH6974'
 AH6974'NOTE-63.5 FT (19.3 M) WEST OF TRUNK HIGHWAY 6, 24.2 FT (7.4 M)
 AH6974'SOUTHEAST OF TOWNSHIP ROAD 12, 1.0 FT (0.3 M) EAST OF A WITNESS POST.
 AH6974
 AH6974                          STATION RECOVERY (2023)
 AH6974
 AH6974'RECOVERY NOTE BY MN DEPT OF TRANSP 2023 (TJD)
 AH6974'6.4 MI (10.3 KM) NORTH OF OUTING, 6.75 MI (10.86 KM) NORTH ALONG TRUNK
 AH6974'HIGHWAY 6 FROM THE JUNCTION OF TRUNK HIGHWAY 6 AND COUNTY ROAD 58 IN
 AH6974'OUTING, AT TRUNK HIGHWAY 6 MILE POINT 44.95, 63.5 FT (19.4 M) WEST OF
 AH6974'TRUNK HIGHWAY 6, 24.2 FT (7.4 M) SOUTHEAST OF TOWNSHIP ROAD 12, 1.0 FT
 AH6974'(0.3 M) EAST OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 AH6976 ***********************************************************************
 AH6976  DESIGNATION -  1103 J
 AH6976  PID         -  AH6976
 AH6976  STATE/COUNTY-  MN/CASS
 AH6976  COUNTRY     -  US
 AH6976  USGS QUAD   -  THUNDER LAKE (2019)
 AH6976
 AH6976                         *CURRENT SURVEY CONTROL
 AH6976  ______________________________________________________________________
 AH6976* NAD 83(1986) POSITION- 46 56 03.     (N) 093 56 40.     (W)   SCALED
 AH6976* NAVD 88 ORTHO HEIGHT -   413.885 (meters)     1357.89  (feet) ADJUSTED
 AH6976  ______________________________________________________________________
 AH6976  GEOID HEIGHT    -        -28.560 (meters)                     GEOID18
 AH6976  DYNAMIC HEIGHT  -        413.907 (meters)     1357.96  (feet) COMP
 AH6976  MODELED GRAVITY -    980,656.1   (mgal)                       NAVD 88
 AH6976
 AH6976  VERT ORDER      -  SECOND    CLASS I
 AH6976
 AH6976.The horizontal coordinates were scaled from a map and have
 AH6976.an estimated accuracy of +/- 6 seconds.
 AH6976
 AH6976.The orthometric height was determined by differential leveling and
 AH6976.adjusted by the NATIONAL GEODETIC SURVEY
 AH6976.in August 2006.
 AH6976
 AH6976.Significant digits in the geoid height do not necessarily reflect accuracy.
 AH6976.GEOID18 height accuracy estimate available here.
 AH6976
 AH6976.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVM281982(NAD 83)
 AH6976
 AH6976                          SUPERSEDED SURVEY CONTROL
 AH6976
 AH6976  NAVD 88 (09/27/00)  413.885  (m)         1357.89   (f) SUPERSEDED  2 1
 AH6976
 AH6976.Superseded values are not recommended for survey control.
 AH6976
 AH6976.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH6976.See file dsdata.pdf to determine how the superseded data were derived.
 AH6976
 AH6976_MARKER: DD = SURVEY DISK
 AH6976_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 AH6976_STAMPING: 1103 J 1994
 AH6976_MARK LOGO: MNDT
 AH6976_PROJECTION: RECESSED 30 CENTIMETERS
 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 - May 31, 2023
 AH6976_ROD/PIPE-DEPTH: 10.7 meters
 AH6976
 AH6976  HISTORY     - Date     Condition        Report By
 AH6976  HISTORY     - 1994     MONUMENTED       MNDT
 AH6976  HISTORY     - 20221006 GOOD             MNDT
 AH6976  HISTORY     - 20230531 GOOD             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.
 AH6976
 AH6976                          STATION RECOVERY (2022)
 AH6976
 AH6976'RECOVERY NOTE BY MN DEPT OF TRANSP 2022 (DAS)
 AH6976'RECOVERED AS DESCRIBED.
 AH6976
 AH6976                          STATION RECOVERY (2023)
 AH6976
 AH6976'RECOVERY NOTE BY MN DEPT OF TRANSP 2023 (TJD)
 AH6976'8.0 MI (12.9 KM) NORTH OF OUTING, 8.35 MI (13.44 KM) NORTH ALONG TRUNK
 AH6976'HIGHWAY 6 FROM THE JUNCTION OF TRUNK HIGHWAY 6 AND COUNTY ROAD 58 IN
 AH6976'OUTING, AT TRUNK HIGHWAY 6 MILE POINT 46.6, 104.0 FT (31.7 M) WEST OF
 AH6976'TRUNK HIGHWAY 6, 22.0 FT (6.7 M) NORTH OF TOWNSHIP ROAD NUMBER 10
 AH6976'(SOUTH THUNDER LAKE DRIVE NORTHEAST), 1.1 FT (0.3 M) NORTHEAST OF THE
 AH6976'SOUTHEAST CORNER OF AN OLD CONCRETE FOUNDATION, 52.9 FT (16.1 M)
 AH6976'EAST-NORTHEAST OF THE SOUTH LEG OF A LIMITED VISIBILITY SIGNPOST, 1.7
 AH6976'FT (0.5 M) NORTH OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 AH6977 ***********************************************************************
 AH6977  DESIGNATION -  1103 K
 AH6977  PID         -  AH6977
 AH6977  STATE/COUNTY-  MN/CASS
 AH6977  COUNTRY     -  US
 AH6977  USGS QUAD   -  THUNDER LAKE (2019)
 AH6977
 AH6977                         *CURRENT SURVEY CONTROL
 AH6977  ______________________________________________________________________
 AH6977* NAD 83(1986) POSITION- 46 56 51.23   (N) 093 56 35.36   (W)   HD_HELD1
 AH6977* NAVD 88 ORTHO HEIGHT -   413.275 (meters)     1355.89  (feet) ADJUSTED
 AH6977  ______________________________________________________________________
 AH6977  GEOID HEIGHT    -        -28.595 (meters)                     GEOID18
 AH6977  DYNAMIC HEIGHT  -        413.298 (meters)     1355.96  (feet) COMP
 AH6977  MODELED GRAVITY -    980,656.0   (mgal)                       NAVD 88
 AH6977
 AH6977  VERT ORDER      -  SECOND    CLASS I
 AH6977
 AH6977.The horizontal coordinates were determined by differentially corrected
 AH6977.hand held GPS observations or other comparable positioning techniques
 AH6977.and have an estimated accuracy of +/- 3 meters.
 AH6977
 AH6977.The orthometric height was determined by differential leveling and
 AH6977.adjusted by the NATIONAL GEODETIC SURVEY
 AH6977.in August 2006.
 AH6977
 AH6977.Significant digits in the geoid height do not necessarily reflect accuracy.
 AH6977.GEOID18 height accuracy estimate available here.
 AH6977
 AH6977.Click photographs - Photos may exist for this station.
 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     -   316,516.3     823,359.6     MT  (+/- 3 meters HH1 GPS) 
 AH6977
 AH6977_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVM2822699768(NAD 83)
 AH6977
 AH6977                          SUPERSEDED SURVEY CONTROL
 AH6977
 AH6977  NAVD 88 (09/27/00)  413.275  (m)         1355.89   (f) SUPERSEDED  2 1
 AH6977
 AH6977.Superseded values are not recommended for survey control.
 AH6977
 AH6977.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH6977.See file dsdata.pdf to determine how the superseded data were derived.
 AH6977
 AH6977_MARKER: DD = SURVEY DISK
 AH6977_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 AH6977_STAMPING: 1103 K 1994
 AH6977_MARK LOGO: MNDT
 AH6977_PROJECTION: RECESSED 5 CENTIMETERS
 AH6977_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AH6977_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AH6977_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH6977+SATELLITE: SATELLITE OBSERVATIONS - May 31, 2023
 AH6977_ROD/PIPE-DEPTH: 6.1 meters
 AH6977
 AH6977  HISTORY     - Date     Condition        Report By
 AH6977  HISTORY     - 1994     MONUMENTED       MNDT
 AH6977  HISTORY     - 20200123 GOOD             MNDT
 AH6977  HISTORY     - 20221006 GOOD             MNDT
 AH6977  HISTORY     - 20230531 GOOD             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.
 AH6977
 AH6977                          STATION RECOVERY (2020)
 AH6977
 AH6977'RECOVERY NOTE BY MN DEPT OF TRANSP 2020 (KMS)
 AH6977'9.0 MI (14.5 KM) NORTH OF OUTING, 9.25 MI (14.88 KM) NORTH ALONG TRUNK
 AH6977'HIGHWAY 6 FROM THE JUNCTION OF TRUNK HIGHWAY 6 AND COUNTY ROAD 58 IN
 AH6977'OUTING, AT TRUNK HIGHWAY 6 MILE POINT 47.5, 190.5 FT (58.1 M)
 AH6977'EAST-NORTHEAST OF TRUNK HIGHWAY 6, 3.0 FT (0.9 M) NORTH-NORTHEAST OF A
 AH6977'HIGH TENSION POWER POLE, 1.5 FT (0.5 M) SOUTH OF A WITNESS POST.
 AH6977
 AH6977                          STATION RECOVERY (2022)
 AH6977
 AH6977'RECOVERY NOTE BY MN DEPT OF TRANSP 2022 (DAS)
 AH6977'RECOVERED AS DESCRIBED.
 AH6977
 AH6977                          STATION RECOVERY (2023)
 AH6977
 AH6977'RECOVERY NOTE BY MN DEPT OF TRANSP 2023 (TJD)
 AH6977'9.0 MI (14.5 KM) NORTH OF OUTING, 9.25 MI (14.88 KM) NORTH ALONG TRUNK
 AH6977'HIGHWAY 6 FROM THE JUNCTION OF TRUNK HIGHWAY 6 AND COUNTY ROAD 58 IN
 AH6977'OUTING, AT TRUNK HIGHWAY 6 MILE POINT 47.5, 190.5 FT (58.1 M)
 AH6977'EAST-NORTHEAST OF TRUNK HIGHWAY 6, 3.0 FT (0.9 M) NORTH-NORTHEAST OF A
 AH6977'HIGH TENSION POWER POLE, 1.5 FT (0.5 M) SOUTH OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 AH6978 ***********************************************************************
 AH6978  DESIGNATION -  1103 L
 AH6978  PID         -  AH6978
 AH6978  STATE/COUNTY-  MN/CASS
 AH6978  COUNTRY     -  US
 AH6978  USGS QUAD   -  THUNDER LAKE (2019)
 AH6978
 AH6978                         *CURRENT SURVEY CONTROL
 AH6978  ______________________________________________________________________
 AH6978* NAD 83(1986) POSITION- 46 57 15.     (N) 093 57 01.     (W)   SCALED
 AH6978* NAVD 88 ORTHO HEIGHT -   413.811 (meters)     1357.64  (feet) ADJUSTED
 AH6978  ______________________________________________________________________
 AH6978  GEOID HEIGHT    -        -28.608 (meters)                     GEOID18
 AH6978  DYNAMIC HEIGHT  -        413.833 (meters)     1357.72  (feet) COMP
 AH6978  MODELED GRAVITY -    980,655.5   (mgal)                       NAVD 88
 AH6978
 AH6978  VERT ORDER      -  SECOND    CLASS I
 AH6978
 AH6978.The horizontal coordinates were scaled from a map and have
 AH6978.an estimated accuracy of +/- 6 seconds.
 AH6978
 AH6978.The orthometric height was determined by differential leveling and
 AH6978.adjusted by the NATIONAL GEODETIC SURVEY
 AH6978.in August 2006.
 AH6978
 AH6978.Significant digits in the geoid height do not necessarily reflect accuracy.
 AH6978.GEOID18 height accuracy estimate available here.
 AH6978
 AH6978.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVN276005(NAD 83)
 AH6978
 AH6978                          SUPERSEDED SURVEY CONTROL
 AH6978
 AH6978  NAVD 88 (09/27/00)  413.810  (m)         1357.64   (f) SUPERSEDED  2 1
 AH6978
 AH6978.Superseded values are not recommended for survey control.
 AH6978
 AH6978.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH6978.See file dsdata.pdf to determine how the superseded data were derived.
 AH6978
 AH6978_MARKER: DD = SURVEY DISK
 AH6978_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 AH6978_STAMPING: 1103 L 1994
 AH6978_MARK LOGO: MNDT
 AH6978_PROJECTION: FLUSH
 AH6978_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AH6978_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AH6978_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AH6978+SATELLITE: SATELLITE OBSERVATIONS - May 31, 2023
 AH6978_ROD/PIPE-DEPTH: 3.4 meters
 AH6978
 AH6978  HISTORY     - Date     Condition        Report By
 AH6978  HISTORY     - 1994     MONUMENTED       MNDT
 AH6978  HISTORY     - 20221006 GOOD             MNDT
 AH6978  HISTORY     - 20230531 GOOD             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.
 AH6978
 AH6978                          STATION RECOVERY (2022)
 AH6978
 AH6978'RECOVERY NOTE BY MN DEPT OF TRANSP 2022 (DAS)
 AH6978'RECOVERED AS DESCRIBED.
 AH6978
 AH6978                          STATION RECOVERY (2023)
 AH6978
 AH6978'RECOVERY NOTE BY MN DEPT OF TRANSP 2023 (TJD)
 AH6978'8.0 MI (12.9 KM) SOUTH OF REMER, 7.8 MI (12.6 KM) SOUTH ALONG TRUNK
 AH6978'HIGHWAY 6 FROM THE JUNCTION OF TRUNK HIGHWAY 6 AND TRUNK HIGHWAY 200
 AH6978'IN REMER, AT TRUNK HIGHWAY 6 MILE POINT 48.05, 102.0 FT (31.1 M)
 AH6978'WEST-SOUTHWEST OF TRUNK HIGHWAY 6, 23.0 FT (7.0 M) NORTH-NORTHWEST OF
 AH6978'THUNDER DRIVE NORTHEAST, 69.4 FT (21.2 M) NORTHWEST OF AN UNDERGROUND
 AH6978'POWER BOX, 1.5 FT (0.5 M) WEST-SOUTHWEST OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 AH6979 ***********************************************************************
 AH6979  DESIGNATION -  1103 M
 AH6979  PID         -  AH6979
 AH6979  STATE/COUNTY-  MN/CASS
 AH6979  COUNTRY     -  US
 AH6979  USGS QUAD   -  THUNDER LAKE (2019)
 AH6979
 AH6979                         *CURRENT SURVEY CONTROL
 AH6979  ______________________________________________________________________
 AH6979* NAD 83(1986) POSITION- 46 58 03.     (N) 093 57 13.     (W)   SCALED
 AH6979* NAVD 88 ORTHO HEIGHT -   429.640 (meters)     1409.58  (feet) ADJUSTED
 AH6979  ______________________________________________________________________
 AH6979  GEOID HEIGHT    -        -28.638 (meters)                     GEOID18
 AH6979  DYNAMIC HEIGHT  -        429.663 (meters)     1409.65  (feet) COMP
 AH6979  MODELED GRAVITY -    980,655.3   (mgal)                       NAVD 88
 AH6979
 AH6979  VERT ORDER      -  SECOND    CLASS I
 AH6979
 AH6979.The horizontal coordinates were scaled from a map and have
 AH6979.an estimated accuracy of +/- 6 seconds.
 AH6979
 AH6979.The orthometric height was determined by differential leveling and
 AH6979.adjusted by the NATIONAL GEODETIC SURVEY
 AH6979.in August 2006.
 AH6979
 AH6979.Significant digits in the geoid height do not necessarily reflect accuracy.
 AH6979.GEOID18 height accuracy estimate available here.
 AH6979
 AH6979.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVN274019(NAD 83)
 AH6979
 AH6979                          SUPERSEDED SURVEY CONTROL
 AH6979
 AH6979  NAVD 88 (09/27/00)  429.640  (m)         1409.58   (f) SUPERSEDED  2 1
 AH6979
 AH6979.Superseded values are not recommended for survey control.
 AH6979
 AH6979.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH6979.See file dsdata.pdf to determine how the superseded data were derived.
 AH6979
 AH6979_MARKER: DD = SURVEY DISK
 AH6979_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 AH6979_STAMPING: 1103 M 1994
 AH6979_MARK LOGO: MNDT
 AH6979_PROJECTION: RECESSED 5 CENTIMETERS
 AH6979_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AH6979_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AH6979_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AH6979+SATELLITE: SATELLITE OBSERVATIONS - May 31, 2023
 AH6979_ROD/PIPE-DEPTH: 12.2 meters
 AH6979
 AH6979  HISTORY     - Date     Condition        Report By
 AH6979  HISTORY     - 1994     MONUMENTED       MNDT
 AH6979  HISTORY     - 20221004 GOOD             MNDT
 AH6979  HISTORY     - 20230531 GOOD             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.
 AH6979
 AH6979                          STATION RECOVERY (2022)
 AH6979
 AH6979'RECOVERY NOTE BY MN DEPT OF TRANSP 2022 (DAS)
 AH6979'RECOVERED AS DESCRIBED.
 AH6979
 AH6979                          STATION RECOVERY (2023)
 AH6979
 AH6979'RECOVERY NOTE BY MN DEPT OF TRANSP 2023 (TJD)
 AH6979'6.75 MI (10.86 KM) SOUTH OF REMER, 6.85 MI (11.02 KM) SOUTH ALONG
 AH6979'TRUNK HIGHWAY 6 FROM THE JUNCTION OF TRUNK HIGHWAY 6 AND TRUNK HIGHWAY
 AH6979'200 IN REMER, 58.0 FT (17.7 M) EAST OF TRUNK HIGHWAY 6, 101.0 FT (30.8
 AH6979'M) SOUTHEAST OF A SIGNPOST, 41.6 FT (12.7 M) NORTHEAST OF MILEPOST 49,
 AH6979'1.4 FT (0.4 M) EAST OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 AH6981 ***********************************************************************
 AH6981  DESIGNATION -  1103 P
 AH6981  PID         -  AH6981
 AH6981  STATE/COUNTY-  MN/CASS
 AH6981  COUNTRY     -  US
 AH6981  USGS QUAD   -  THUNDER LAKE (2019)
 AH6981
 AH6981                         *CURRENT SURVEY CONTROL
 AH6981  ______________________________________________________________________
 AH6981* NAD 83(1986) POSITION- 46 59 38.25   (N) 093 57 21.08   (W)   HD_HELD1
 AH6981* NAVD 88 ORTHO HEIGHT -   400.079 (meters)     1312.59  (feet) ADJUSTED
 AH6981  ______________________________________________________________________
 AH6981  GEOID HEIGHT    -        -28.692 (meters)                     GEOID18
 AH6981  DYNAMIC HEIGHT  -        400.100 (meters)     1312.66  (feet) COMP
 AH6981  MODELED GRAVITY -    980,655.6   (mgal)                       NAVD 88
 AH6981
 AH6981  VERT ORDER      -  SECOND    CLASS I
 AH6981
 AH6981.The horizontal coordinates were determined by differentially corrected
 AH6981.hand held GPS observations or other comparable positioning techniques
 AH6981.and have an estimated accuracy of +/- 3 meters.
 AH6981
 AH6981.The orthometric height was determined by differential leveling and
 AH6981.adjusted by the NATIONAL GEODETIC SURVEY
 AH6981.in August 2006.
 AH6981
 AH6981.Significant digits in the geoid height do not necessarily reflect accuracy.
 AH6981.GEOID18 height accuracy estimate available here.
 AH6981
 AH6981.Click photographs - Photos may exist for this station.
 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     -   321,670.2     822,373.7     MT  (+/- 3 meters HH1 GPS) 
 AH6981
 AH6981_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVN2732204936(NAD 83)
 AH6981
 AH6981                          SUPERSEDED SURVEY CONTROL
 AH6981
 AH6981  NAVD 88 (09/27/00)  400.079  (m)         1312.59   (f) SUPERSEDED  2 1
 AH6981
 AH6981.Superseded values are not recommended for survey control.
 AH6981
 AH6981.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH6981.See file dsdata.pdf to determine how the superseded data were derived.
 AH6981
 AH6981_MARKER: DD = SURVEY DISK
 AH6981_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 AH6981_STAMPING: 1103 P 1994
 AH6981_MARK LOGO: MNDT
 AH6981_PROJECTION: RECESSED 3 CENTIMETERS
 AH6981_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AH6981_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AH6981_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AH6981+SATELLITE: SATELLITE OBSERVATIONS - May 31, 2023
 AH6981_ROD/PIPE-DEPTH: 12.5 meters
 AH6981
 AH6981  HISTORY     - Date     Condition        Report By
 AH6981  HISTORY     - 1994     MONUMENTED       MNDT
 AH6981  HISTORY     - 20221003 GOOD             MNDT
 AH6981  HISTORY     - 20230531 GOOD             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.
 AH6981
 AH6981                          STATION RECOVERY (2022)
 AH6981
 AH6981'RECOVERY NOTE BY MN DEPT OF TRANSP 2022 (DAS)
 AH6981'RECOVERED AS DESCRIBED.
 AH6981
 AH6981                          STATION RECOVERY (2023)
 AH6981
 AH6981'RECOVERY NOTE BY MN DEPT OF TRANSP 2023 (TJD)
 AH6981'5.0 MI (8.0 KM) SOUTH OF REMER, 4.85 MI (7.80 KM) SOUTH ALONG TRUNK
 AH6981'HIGHWAY 6 FROM THE WEST JUNCTION OF TRUNK HIGHWAY 6 AND TRUNK HIGHWAY
 AH6981'200 IN REMER, 82.5 FT (25.1 M) WEST OF TRUNK HIGHWAY 6, 124.6 FT (38.0
 AH6981'M) NORTHWEST OF MILEPOST 51, 8.0 FT (2.4 M) WEST OF A DIM TRACK ROAD,
 AH6981'1.6 FT (0.5 M) NORTH OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 AH6982 ***********************************************************************
 AH6982  DESIGNATION -  1103 Q
 AH6982  PID         -  AH6982
 AH6982  STATE/COUNTY-  MN/CASS
 AH6982  COUNTRY     -  US
 AH6982  USGS QUAD   -  REMER (2019)
 AH6982
 AH6982                         *CURRENT SURVEY CONTROL
 AH6982  ______________________________________________________________________
 AH6982* NAD 83(1986) POSITION- 47 00 26.     (N) 093 57 14.     (W)   SCALED
 AH6982* NAVD 88 ORTHO HEIGHT -   399.397 (meters)     1310.36  (feet) ADJUSTED
 AH6982  ______________________________________________________________________
 AH6982  GEOID HEIGHT    -        -28.717 (meters)                     GEOID18
 AH6982  DYNAMIC HEIGHT  -        399.417 (meters)     1310.42  (feet) COMP
 AH6982  MODELED GRAVITY -    980,653.4   (mgal)                       NAVD 88
 AH6982
 AH6982  VERT ORDER      -  SECOND    CLASS I
 AH6982
 AH6982.The horizontal coordinates were scaled from a map and have
 AH6982.an estimated accuracy of +/- 6 seconds.
 AH6982
 AH6982.The orthometric height was determined by differential leveling and
 AH6982.adjusted by the NATIONAL GEODETIC SURVEY
 AH6982.in August 2006.
 AH6982
 AH6982.Significant digits in the geoid height do not necessarily reflect accuracy.
 AH6982.GEOID18 height accuracy estimate available here.
 AH6982
 AH6982.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVN274064(NAD 83)
 AH6982
 AH6982                          SUPERSEDED SURVEY CONTROL
 AH6982
 AH6982  NAVD 88 (09/27/00)  399.397  (m)         1310.36   (f) SUPERSEDED  2 1
 AH6982
 AH6982.Superseded values are not recommended for survey control.
 AH6982
 AH6982.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH6982.See file dsdata.pdf to determine how the superseded data were derived.
 AH6982
 AH6982_MARKER: DD = SURVEY DISK
 AH6982_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 AH6982_STAMPING: 1103 Q 1994
 AH6982_MARK LOGO: MNDT
 AH6982_PROJECTION: RECESSED 3 CENTIMETERS
 AH6982_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AH6982_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AH6982_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AH6982+SATELLITE: SATELLITE OBSERVATIONS - May 31, 2023
 AH6982_ROD/PIPE-DEPTH: 29.0 meters
 AH6982
 AH6982  HISTORY     - Date     Condition        Report By
 AH6982  HISTORY     - 1994     MONUMENTED       MNDT
 AH6982  HISTORY     - 20221001 GOOD             MNDT
 AH6982  HISTORY     - 20230531 GOOD             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.
 AH6982
 AH6982                          STATION RECOVERY (2022)
 AH6982
 AH6982'RECOVERY NOTE BY MN DEPT OF TRANSP 2022 (DAS)
 AH6982'RECOVERED AS DESCRIBED.
 AH6982
 AH6982                          STATION RECOVERY (2023)
 AH6982
 AH6982'RECOVERY NOTE BY MN DEPT OF TRANSP 2023 (TJD)
 AH6982'4.0 MI (6.4 KM) SOUTH OF REMER, 3.9 MI (6.3 KM) SOUTH ALONG TRUNK
 AH6982'HIGHWAY 6 FROM THE JUNCTION OF TRUNK HIGHWAY 6 AND TRUNK HIGHWAY 200
 AH6982'IN REMER, AT TRUNK HIGHWAY 6 MILE POINT 51.95, 97.5 FT (29.7 M)
 AH6982'EAST-SOUTHEAST OF TRUNK HIGHWAY 6, 13.0 FT (4.0 M) EAST-SOUTHEAST OF A
 AH6982'DIM ROAD, 1.4 FT (0.4 M) NORTH-NORTHEAST OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 AH6983 ***********************************************************************
 AH6983  DESIGNATION -  1103 R
 AH6983  PID         -  AH6983
 AH6983  STATE/COUNTY-  MN/CASS
 AH6983  COUNTRY     -  US
 AH6983  USGS QUAD   -  REMER (2019)
 AH6983
 AH6983                         *CURRENT SURVEY CONTROL
 AH6983  ______________________________________________________________________
 AH6983* NAD 83(1986) POSITION- 47 01 04.76   (N) 093 56 39.36   (W)   HD_HELD1
 AH6983* NAVD 88 ORTHO HEIGHT -   403.647 (meters)     1324.30  (feet) ADJUSTED
 AH6983  ______________________________________________________________________
 AH6983  GEOID HEIGHT    -        -28.743 (meters)                     GEOID18
 AH6983  DYNAMIC HEIGHT  -        403.668 (meters)     1324.37  (feet) COMP
 AH6983  MODELED GRAVITY -    980,654.5   (mgal)                       NAVD 88
 AH6983
 AH6983  VERT ORDER      -  SECOND    CLASS I
 AH6983
 AH6983.The horizontal coordinates were determined by differentially corrected
 AH6983.hand held GPS observations or other comparable positioning techniques
 AH6983.and have an estimated accuracy of +/- 3 meters.
 AH6983
 AH6983.The orthometric height was determined by differential leveling and
 AH6983.adjusted by the NATIONAL GEODETIC SURVEY
 AH6983.in August 2006.
 AH6983
 AH6983.Significant digits in the geoid height do not necessarily reflect accuracy.
 AH6983.GEOID18 height accuracy estimate available here.
 AH6983
 AH6983.Click photographs - Photos may exist for this station.
 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     -   324,344.9     823,244.8     MT  (+/- 3 meters HH1 GPS) 
 AH6983
 AH6983_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVN2823507595(NAD 83)
 AH6983
 AH6983                          SUPERSEDED SURVEY CONTROL
 AH6983
 AH6983  NAVD 88 (09/27/00)  403.647  (m)         1324.30   (f) SUPERSEDED  2 1
 AH6983
 AH6983.Superseded values are not recommended for survey control.
 AH6983
 AH6983.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH6983.See file dsdata.pdf to determine how the superseded data were derived.
 AH6983
 AH6983_MARKER: DD = SURVEY DISK
 AH6983_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 AH6983_STAMPING: 1103 R 1994
 AH6983_MARK LOGO: MNDT
 AH6983_PROJECTION: RECESSED 1 CENTIMETERS
 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 - May 31, 2023
 AH6983_ROD/PIPE-DEPTH: 9.8 meters
 AH6983
 AH6983  HISTORY     - Date     Condition        Report By
 AH6983  HISTORY     - 1994     MONUMENTED       MNDT
 AH6983  HISTORY     - 20221001 GOOD             MNDT
 AH6983  HISTORY     - 20230531 GOOD             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.
 AH6983
 AH6983                          STATION RECOVERY (2022)
 AH6983
 AH6983'RECOVERY NOTE BY MN DEPT OF TRANSP 2022 (DAS)
 AH6983'RECOVERED AS DESCRIBED.
 AH6983
 AH6983                          STATION RECOVERY (2023)
 AH6983
 AH6983'RECOVERY NOTE BY MN DEPT OF TRANSP 2023 (TJD)
 AH6983'3.0 MI (4.8 KM) SOUTH OF REMER, 3.0 MI (4.8 KM) SOUTH ALONG TRUNK
 AH6983'HIGHWAY 6 FROM THE WEST JUNCTION OF TRUNK HIGHWAY 6 AND TRUNK HIGHWAY
 AH6983'200 IN REMER, AT TRUNK HIGHWAY 6 MILE POINT 52.85, ABOUT 490.0 FT
 AH6983'(149.4 M) NORTHWEST OF TRUNK HIGHWAY 6 ALONG A GRAVEL ROAD, 58.5 FT
 AH6983'(17.8 M) EAST OF DRIVEWAY NUMBER 2076, 2.6 FT (0.8 M) SOUTH-SOUTHWEST
 AH6983'OF A HIGH TENSION POWER POLE, 1.4 FT (0.4 M) EAST OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DQ8541 ***********************************************************************
 DQ8541  DESIGNATION -  1104 A
 DQ8541  PID         -  DQ8541
 DQ8541  STATE/COUNTY-  MN/CASS
 DQ8541  COUNTRY     -  US
 DQ8541  USGS QUAD   -  REMER (2019)
 DQ8541
 DQ8541                         *CURRENT SURVEY CONTROL
 DQ8541  ______________________________________________________________________
 DQ8541* NAD 83(1986) POSITION- 47 03 22.28   (N) 093 54 23.73   (W)   HD_HELD1
 DQ8541* NAVD 88 ORTHO HEIGHT -   406.402 (meters)     1333.34  (feet) ADJUSTED
 DQ8541  ______________________________________________________________________
 DQ8541  GEOID HEIGHT    -        -28.839 (meters)                     GEOID18
 DQ8541  DYNAMIC HEIGHT  -        406.425 (meters)     1333.41  (feet) COMP
 DQ8541  MODELED GRAVITY -    980,658.5   (mgal)                       NAVD 88
 DQ8541
 DQ8541  VERT ORDER      -  SECOND    CLASS I
 DQ8541
 DQ8541.The horizontal coordinates were determined by differentially corrected
 DQ8541.hand held GPS observations or other comparable positioning techniques
 DQ8541.and have an estimated accuracy of +/- 3 meters.
 DQ8541
 DQ8541.The orthometric height was determined by differential leveling and
 DQ8541.adjusted by the NATIONAL GEODETIC SURVEY
 DQ8541.in April 2021.
 DQ8541
 DQ8541.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ8541.GEOID18 height accuracy estimate available here.
 DQ8541
 DQ8541.Click photographs - Photos may exist for this station.
 DQ8541
 DQ8541.The dynamic height is computed by dividing the NAVD 88
 DQ8541.geopotential number by the normal gravity value computed on the
 DQ8541.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ8541.degrees latitude (g = 980.6199 gals.).
 DQ8541
 DQ8541.The modeled gravity was interpolated from observed gravity values.
 DQ8541
 DQ8541;                    North         East    Units  Estimated Accuracy
 DQ8541;SPC MN C     -   328,603.4     826,090.8     MT  (+/- 3 meters HH1 GPS) 
 DQ8541
 DQ8541_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVN3114811806(NAD 83)
 DQ8541
 DQ8541                          SUPERSEDED SURVEY CONTROL
 DQ8541
 DQ8541.No superseded survey control is available for this station.
 DQ8541
 DQ8541_MARKER: I = METAL ROD
 DQ8541_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DQ8541_STAMPING: 1104 A 2017
 DQ8541_MARK LOGO: MNDT
 DQ8541_PROJECTION: RECESSED 5 CENTIMETERS
 DQ8541_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DQ8541_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ8541_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ8541+SATELLITE: SATELLITE OBSERVATIONS - May 31, 2023
 DQ8541_ROD/PIPE-DEPTH: 29.6 meters
 DQ8541
 DQ8541  HISTORY     - Date     Condition        Report By
 DQ8541  HISTORY     - 20170427 MONUMENTED       MNDT
 DQ8541  HISTORY     - 20180427 GOOD             MNDT
 DQ8541  HISTORY     - 20190813 GOOD             MNDT
 DQ8541  HISTORY     - 20230531 GOOD             MNDT
 DQ8541
 DQ8541                          STATION DESCRIPTION
 DQ8541
 DQ8541'DESCRIBED BY MN DEPT OF TRANSP 2017
 DQ8541'THE MARK IS LOCATED ABOUT IN REMER.
 DQ8541'
 DQ8541'TO REACH THE MARK AT THE EAST JUNCTION OF TRUNK HIGHWAY 6 AND TRUNK
 DQ8541'HIGHWAY 200 IN REMER, AT TRUNK HIGHWAY 6 MILE POINT 56.6.
 DQ8541'
 DQ8541'THE MARK IS LOCATED 73.3 FT (22.3 M) SOUTH OF TRUNK HIGHWAY 6, 37.9 FT
 DQ8541'(11.6 M) SOUTH-SOUTHWEST OF TRUNK HIGHWAY 200, 30.0 FT (9.1 M) EAST OF
 DQ8541'AN ENTRANCE, 1.5 FT (0.5 M) NORTH OF A WITNESS POST.
 DQ8541'
 DQ8541'NOTE-THE STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM ROD
 DQ8541'DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION REMOVABLE DISK
 DQ8541'SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH PVC
 DQ8541'PIPE BACK FILLED WITH WASHED SAND.
 DQ8541
 DQ8541                          STATION RECOVERY (2018)
 DQ8541
 DQ8541'RECOVERY NOTE BY MN DEPT OF TRANSP 2018
 DQ8541'RECOVERED AS DESCRIBED.
 DQ8541'
 DQ8541'NOTE-THE STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM ROD
 DQ8541'DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION REMOVABLE DISK
 DQ8541'SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH PVC
 DQ8541'PIPE BACK FILLED WITH WASHED SAND.
 DQ8541
 DQ8541                          STATION RECOVERY (2019)
 DQ8541
 DQ8541'RECOVERY NOTE BY MN DEPT OF TRANSP 2019 (DAS)
 DQ8541'RECOVERED IN GOOD CONDITION.
 DQ8541
 DQ8541                          STATION RECOVERY (2023)
 DQ8541
 DQ8541'RECOVERY NOTE BY MN DEPT OF TRANSP 2023 (RMJ)
 DQ8541'IN REMER, AT THE EAST JUNCTION OF TRUNK HIGHWAY 6 AND TRUNK HIGHWAY
 DQ8541'200 IN REMER, AT TRUNK HIGHWAY 6 MILE POINT 56.6, 73.3 FT (22.3 M)
 DQ8541'SOUTH OF TRUNK HIGHWAY 6, 37.9 FT (11.6 M) SOUTH-SOUTHWEST OF TRUNK
 DQ8541'HIGHWAY 200, 30.0 FT (9.1 M) EAST OF AN ENTRANCE, 1.5 FT (0.5 M) NORTH
 DQ8541'OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DQ8800 ***********************************************************************
 DQ8800  DESIGNATION -  1104 B
 DQ8800  PID         -  DQ8800
 DQ8800  STATE/COUNTY-  MN/CASS
 DQ8800  COUNTRY     -  US
 DQ8800  USGS QUAD   -  REMER (2019)
 DQ8800
 DQ8800                         *CURRENT SURVEY CONTROL
 DQ8800  ______________________________________________________________________
 DQ8800* NAD 83(1986) POSITION- 47 03 45.86   (N) 093 53 55.20   (W)   HD_HELD1
 DQ8800* NAVD 88 ORTHO HEIGHT -   408.994 (meters)     1341.84  (feet) ADJUSTED
 DQ8800  ______________________________________________________________________
 DQ8800  GEOID HEIGHT    -        -28.856 (meters)                     GEOID18
 DQ8800  DYNAMIC HEIGHT  -        409.018 (meters)     1341.92  (feet) COMP
 DQ8800  MODELED GRAVITY -    980,659.2   (mgal)                       NAVD 88
 DQ8800
 DQ8800  VERT ORDER      -  SECOND    CLASS I
 DQ8800
 DQ8800.The horizontal coordinates were determined by differentially corrected
 DQ8800.hand held GPS observations or other comparable positioning techniques
 DQ8800.and have an estimated accuracy of +/- 3 meters.
 DQ8800
 DQ8800.The orthometric height was determined by differential leveling and
 DQ8800.adjusted by the NATIONAL GEODETIC SURVEY
 DQ8800.in April 2021.
 DQ8800
 DQ8800.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ8800.GEOID18 height accuracy estimate available here.
 DQ8800
 DQ8800.Click photographs - Photos may exist for this station.
 DQ8800
 DQ8800.The dynamic height is computed by dividing the NAVD 88
 DQ8800.geopotential number by the normal gravity value computed on the
 DQ8800.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ8800.degrees latitude (g = 980.6199 gals.).
 DQ8800
 DQ8800.The modeled gravity was interpolated from observed gravity values.
 DQ8800
 DQ8800;                    North         East    Units  Estimated Accuracy
 DQ8800;SPC MN C     -   329,334.2     826,689.7     MT  (+/- 3 meters HH1 GPS) 
 DQ8800
 DQ8800_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVN3175812527(NAD 83)
 DQ8800
 DQ8800                          SUPERSEDED SURVEY CONTROL
 DQ8800
 DQ8800.No superseded survey control is available for this station.
 DQ8800
 DQ8800_MARKER: I = METAL ROD
 DQ8800_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DQ8800_STAMPING: 1104 B 2017
 DQ8800_MARK LOGO: MNDT
 DQ8800_PROJECTION: RECESSED 5 CENTIMETERS
 DQ8800_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DQ8800_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ8800_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ8800+SATELLITE: SATELLITE OBSERVATIONS - May 31, 2023
 DQ8800_ROD/PIPE-DEPTH: 21.0 meters
 DQ8800
 DQ8800  HISTORY     - Date     Condition        Report By
 DQ8800  HISTORY     - 20170626 MONUMENTED       MNDT
 DQ8800  HISTORY     - 20190813 GOOD             MNDT
 DQ8800  HISTORY     - 20230531 GOOD             MNDT
 DQ8800
 DQ8800                          STATION DESCRIPTION
 DQ8800
 DQ8800'DESCRIBED BY MN DEPT OF TRANSP 2017
 DQ8800'THE MARK IS LOCATED ABOUT 1.0 MI (1.6 KM) NORTHEAST OF REMER.
 DQ8800'
 DQ8800'TO REACH THE MARK GO 0.55 MI (0.88 KM) NORTHEAST ALONG TRUNK HIGHWAY 6
 DQ8800'FROM THE EAST JUNCTION OF TRUNK HIGHWAY 6 AND TRUNK HIGHWAY 200 IN
 DQ8800'REMER, AT TRUNK HIGHWAY 6 MILE POINT 57.15.
 DQ8800'
 DQ8800'THE MARK IS LOCATED 49.0 FT (14.9 M) NORTHWEST OF TRUNK HIGHWAY 6,
 DQ8800'21.4 FT (6.5 M) NORTHEAST OF A FIELD ENTRANCE, 1.5 FT (0.5 M)
 DQ8800'SOUTHWEST OF A WITNESS POST.
 DQ8800'
 DQ8800'NOTE - THE STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM
 DQ8800'ROD DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION REMOVABLE
 DQ8800'DISK SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH
 DQ8800'PVC PIPE BACK FILLED WITH WASHED SAND.
 DQ8800
 DQ8800                          STATION RECOVERY (2019)
 DQ8800
 DQ8800'RECOVERY NOTE BY MN DEPT OF TRANSP 2019 (DAS)
 DQ8800'RECOVERED IN GOOD CONDITION.
 DQ8800
 DQ8800                          STATION RECOVERY (2023)
 DQ8800
 DQ8800'RECOVERY NOTE BY MN DEPT OF TRANSP 2023 (TJD)
 DQ8800'1.0 MI (1.6 KM) NORTHEAST OF REMER, 0.55 MI (0.88 KM) NORTHEAST ALONG
 DQ8800'TRUNK HIGHWAY 6 FROM THE EAST JUNCTION OF TRUNK HIGHWAY 6 AND TRUNK
 DQ8800'HIGHWAY 200 IN REMER, AT TRUNK HIGHWAY 6 MILE POINT 57.15, 49.0 FT
 DQ8800'(14.9 M) NORTHWEST OF TRUNK HIGHWAY 6, 21.4 FT (6.5 M) NORTHEAST OF A
 DQ8800'FIELD ENTRANCE, 1.5 FT (0.5 M) SOUTHWEST OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DQ8801 ***********************************************************************
 DQ8801  DESIGNATION -  1104 C
 DQ8801  PID         -  DQ8801
 DQ8801  STATE/COUNTY-  MN/CASS
 DQ8801  COUNTRY     -  US
 DQ8801  USGS QUAD   -  REMER (2019)
 DQ8801
 DQ8801                         *CURRENT SURVEY CONTROL
 DQ8801  ______________________________________________________________________
 DQ8801* NAD 83(1986) POSITION- 47 04 28.87   (N) 093 53 11.63   (W)   HD_HELD1
 DQ8801* NAVD 88 ORTHO HEIGHT -   410.796 (meters)     1347.75  (feet) ADJUSTED
 DQ8801  ______________________________________________________________________
 DQ8801  GEOID HEIGHT    -        -28.882 (meters)                     GEOID18
 DQ8801  DYNAMIC HEIGHT  -        410.820 (meters)     1347.83  (feet) COMP
 DQ8801  MODELED GRAVITY -    980,660.4   (mgal)                       NAVD 88
 DQ8801
 DQ8801  VERT ORDER      -  SECOND    CLASS I
 DQ8801
 DQ8801.The horizontal coordinates were determined by differentially corrected
 DQ8801.hand held GPS observations or other comparable positioning techniques
 DQ8801.and have an estimated accuracy of +/- 3 meters.
 DQ8801
 DQ8801.The orthometric height was determined by differential leveling and
 DQ8801.adjusted by the NATIONAL GEODETIC SURVEY
 DQ8801.in April 2021.
 DQ8801
 DQ8801.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ8801.GEOID18 height accuracy estimate available here.
 DQ8801
 DQ8801.Click photographs - Photos may exist for this station.
 DQ8801
 DQ8801.The dynamic height is computed by dividing the NAVD 88
 DQ8801.geopotential number by the normal gravity value computed on the
 DQ8801.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ8801.degrees latitude (g = 980.6199 gals.).
 DQ8801
 DQ8801.The modeled gravity was interpolated from observed gravity values.
 DQ8801
 DQ8801;                    North         East    Units  Estimated Accuracy
 DQ8801;SPC MN C     -   330,666.5     827,603.0     MT  (+/- 3 meters HH1 GPS) 
 DQ8801
 DQ8801_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVN3269213845(NAD 83)
 DQ8801
 DQ8801                          SUPERSEDED SURVEY CONTROL
 DQ8801
 DQ8801.No superseded survey control is available for this station.
 DQ8801
 DQ8801_MARKER: I = METAL ROD
 DQ8801_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DQ8801_STAMPING: 1104 C 2017
 DQ8801_MARK LOGO: MNDT
 DQ8801_PROJECTION: RECESSED 5 CENTIMETERS
 DQ8801_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DQ8801_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ8801_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ8801+SATELLITE: SATELLITE OBSERVATIONS - May 31, 2023
 DQ8801_ROD/PIPE-DEPTH: 20.4 meters
 DQ8801
 DQ8801  HISTORY     - Date     Condition        Report By
 DQ8801  HISTORY     - 20170626 MONUMENTED       MNDT
 DQ8801  HISTORY     - 20190813 GOOD             MNDT
 DQ8801  HISTORY     - 20230531 GOOD             MNDT
 DQ8801
 DQ8801                          STATION DESCRIPTION
 DQ8801
 DQ8801'DESCRIBED BY MN DEPT OF TRANSP 2017
 DQ8801'THE MARK IS LOCATED ABOUT 1.8 MI (2.9 KM) NORTHEAST OF REMER.
 DQ8801'
 DQ8801'TO REACH THE MARK GO 1.55 MI (2.49 KM) NORTHEAST ALONG TRUNK HIGHWAY 6
 DQ8801'FROM THE EAST JUNCTION OF TRUNK HIGHWAY 6 AND TRUNK HIGHWAY 200 IN
 DQ8801'REMER, AT TRUNK HIGHWAY 6 MILE POINT 58.15.
 DQ8801'
 DQ8801'THE MARK IS LOCATED 64.2 FT (19.6 M) NORTHWEST OF TRUNK HIGHWAY 6,
 DQ8801'17.0 FT (5.2 M) NORTHEAST OF AN ENTRANCE, 1.5 FT (0.5 M) SOUTHEAST OF
 DQ8801'A WITNESS POST.
 DQ8801'
 DQ8801'NOTE-THE STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM ROD
 DQ8801'DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION REMOVABLE DISK
 DQ8801'SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH PVC
 DQ8801'PIPE BACK FILLED WITH WASHED SAND.
 DQ8801
 DQ8801                          STATION RECOVERY (2019)
 DQ8801
 DQ8801'RECOVERY NOTE BY MN DEPT OF TRANSP 2019 (DAS)
 DQ8801'RECOVERED IN GOOD CONDITION.
 DQ8801
 DQ8801                          STATION RECOVERY (2023)
 DQ8801
 DQ8801'RECOVERY NOTE BY MN DEPT OF TRANSP 2023 (TJD)
 DQ8801'1.8 MI (2.9 KM) NORTHEAST OF REMER, 1.55 MI (2.49 KM) NORTHEAST ALONG
 DQ8801'TRUNK HIGHWAY 6 FROM THE EAST JUNCTION OF TRUNK HIGHWAY 6 AND TRUNK
 DQ8801'HIGHWAY 200 IN REMER, AT TRUNK HIGHWAY 6 MILE POINT 58.15, 64.2 FT
 DQ8801'(19.6 M) NORTHWEST OF TRUNK HIGHWAY 6, 17.0 FT (5.2 M) NORTHEAST OF AN
 DQ8801'ENTRANCE, 1.5 FT (0.5 M) SOUTHEAST OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DQ8802 ***********************************************************************
 DQ8802  DESIGNATION -  1104 D
 DQ8802  PID         -  DQ8802
 DQ8802  STATE/COUNTY-  MN/CASS
 DQ8802  COUNTRY     -  US
 DQ8802  USGS QUAD   -  SHINGLE MILL LAKE (2019)
 DQ8802
 DQ8802                         *CURRENT SURVEY CONTROL
 DQ8802  ______________________________________________________________________
 DQ8802* NAD 83(1986) POSITION- 47 06 42.01   (N) 093 50 00.79   (W)   HD_HELD1
 DQ8802* NAVD 88 ORTHO HEIGHT -   419.719 (meters)     1377.03  (feet) ADJUSTED
 DQ8802  ______________________________________________________________________
 DQ8802  GEOID HEIGHT    -        -28.972 (meters)                     GEOID18
 DQ8802  DYNAMIC HEIGHT  -        419.745 (meters)     1377.11  (feet) COMP
 DQ8802  MODELED GRAVITY -    980,664.0   (mgal)                       NAVD 88
 DQ8802
 DQ8802  VERT ORDER      -  SECOND    CLASS I
 DQ8802
 DQ8802.The horizontal coordinates were determined by differentially corrected
 DQ8802.hand held GPS observations or other comparable positioning techniques
 DQ8802.and have an estimated accuracy of +/- 3 meters.
 DQ8802
 DQ8802.The orthometric height was determined by differential leveling and
 DQ8802.adjusted by the NATIONAL GEODETIC SURVEY
 DQ8802.in April 2021.
 DQ8802
 DQ8802.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ8802.GEOID18 height accuracy estimate available here.
 DQ8802
 DQ8802.Click photographs - Photos may exist for this station.
 DQ8802
 DQ8802.The dynamic height is computed by dividing the NAVD 88
 DQ8802.geopotential number by the normal gravity value computed on the
 DQ8802.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ8802.degrees latitude (g = 980.6199 gals.).
 DQ8802
 DQ8802.The modeled gravity was interpolated from observed gravity values.
 DQ8802
 DQ8802;                    North         East    Units  Estimated Accuracy
 DQ8802;SPC MN C     -   334,797.9     831,607.6     MT  (+/- 3 meters HH1 GPS) 
 DQ8802
 DQ8802_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVN3676017910(NAD 83)
 DQ8802
 DQ8802                          SUPERSEDED SURVEY CONTROL
 DQ8802
 DQ8802.No superseded survey control is available for this station.
 DQ8802
 DQ8802_MARKER: I = METAL ROD
 DQ8802_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DQ8802_STAMPING: 1104 D 2017
 DQ8802_MARK LOGO: MNDT
 DQ8802_PROJECTION: RECESSED 5 CENTIMETERS
 DQ8802_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DQ8802_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ8802_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ8802+SATELLITE: SATELLITE OBSERVATIONS - May 31, 2023
 DQ8802_ROD/PIPE-DEPTH: 13.7 meters
 DQ8802
 DQ8802  HISTORY     - Date     Condition        Report By
 DQ8802  HISTORY     - 20170626 MONUMENTED       MNDT
 DQ8802  HISTORY     - 20230531 GOOD             MNDT
 DQ8802
 DQ8802                          STATION DESCRIPTION
 DQ8802
 DQ8802'DESCRIBED BY MN DEPT OF TRANSP 2017
 DQ8802'THE MARK IS LOCATED ABOUT 5.2 MI (8.4 KM) NORTHEAST OF REMER.
 DQ8802'
 DQ8802'TO REACH THE MARK GO 5.15 MI (8.29 KM) NORTHEAST ALONG TRUNK HIGHWAY 6
 DQ8802'FROM THE EAST JUNCTION OF TRUNK HIGHWAY 6 AND TRUNK HIGHWAY 200 IN
 DQ8802'REMER, AT TRUNK HIGHWAY 6 MILE POINT 61.75.
 DQ8802'
 DQ8802'THE MARK IS LOCATED 34.6 FT (10.5 M) SOUTHEAST OF TRUNK HIGHWAY 6,
 DQ8802'23.6 FT (7.2 M) SOUTHWEST OF FOREST ROAD NUMBER 2319, 1.5 FT (0.5 M)
 DQ8802'NORTHEAST OF A WITNESS POST.
 DQ8802'
 DQ8802'NOTE-THE STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM ROD
 DQ8802'DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION REMOVABLE DISK
 DQ8802'SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH PVC
 DQ8802'PIPE BACK FILLED WITH WASHED SAND.
 DQ8802
 DQ8802                          STATION RECOVERY (2023)
 DQ8802
 DQ8802'RECOVERY NOTE BY MN DEPT OF TRANSP 2023 (TJD)
 DQ8802'5.2 MI (8.4 KM) NORTHEAST OF REMER, 5.15 MI (8.29 KM) NORTHEAST ALONG
 DQ8802'TRUNK HIGHWAY 6 FROM THE EAST JUNCTION OF TRUNK HIGHWAY 6 AND TRUNK
 DQ8802'HIGHWAY 200 IN REMER, AT TRUNK HIGHWAY 6 MILE POINT 61.75, 34.6 FT
 DQ8802'(10.5 M) SOUTHEAST OF TRUNK HIGHWAY 6, 23.6 FT (7.2 M) SOUTHWEST OF
 DQ8802'FOREST ROAD NUMBER 2319, 1.5 FT (0.5 M) NORTHEAST OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DQ8803 ***********************************************************************
 DQ8803  DESIGNATION -  1104 E
 DQ8803  PID         -  DQ8803
 DQ8803  STATE/COUNTY-  MN/CASS
 DQ8803  COUNTRY     -  US
 DQ8803  USGS QUAD   -  SHINGLE MILL LAKE (2019)
 DQ8803
 DQ8803                         *CURRENT SURVEY CONTROL
 DQ8803  ______________________________________________________________________
 DQ8803* NAD 83(1986) POSITION- 47 07 11.23   (N) 093 49 19.63   (W)   HD_HELD1
 DQ8803* NAVD 88 ORTHO HEIGHT -   420.254 (meters)     1378.78  (feet) ADJUSTED
 DQ8803  ______________________________________________________________________
 DQ8803  GEOID HEIGHT    -        -28.990 (meters)                     GEOID18
 DQ8803  DYNAMIC HEIGHT  -        420.281 (meters)     1378.87  (feet) COMP
 DQ8803  MODELED GRAVITY -    980,664.7   (mgal)                       NAVD 88
 DQ8803
 DQ8803  VERT ORDER      -  SECOND    CLASS I
 DQ8803
 DQ8803.The horizontal coordinates were determined by differentially corrected
 DQ8803.hand held GPS observations or other comparable positioning techniques
 DQ8803.and have an estimated accuracy of +/- 3 meters.
 DQ8803
 DQ8803.The orthometric height was determined by differential leveling and
 DQ8803.adjusted by the NATIONAL GEODETIC SURVEY
 DQ8803.in April 2021.
 DQ8803
 DQ8803.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ8803.GEOID18 height accuracy estimate available here.
 DQ8803
 DQ8803.Click photographs - Photos may exist for this station.
 DQ8803
 DQ8803.The dynamic height is computed by dividing the NAVD 88
 DQ8803.geopotential number by the normal gravity value computed on the
 DQ8803.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ8803.degrees latitude (g = 980.6199 gals.).
 DQ8803
 DQ8803.The modeled gravity was interpolated from observed gravity values.
 DQ8803
 DQ8803;                    North         East    Units  Estimated Accuracy
 DQ8803;SPC MN C     -   335,704.9     832,470.4     MT  (+/- 3 meters HH1 GPS) 
 DQ8803
 DQ8803_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVN3763718803(NAD 83)
 DQ8803
 DQ8803                          SUPERSEDED SURVEY CONTROL
 DQ8803
 DQ8803.No superseded survey control is available for this station.
 DQ8803
 DQ8803_MARKER: I = METAL ROD
 DQ8803_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DQ8803_STAMPING: 1104 E 2017
 DQ8803_MARK LOGO: MNDT
 DQ8803_PROJECTION: RECESSED 8 CENTIMETERS
 DQ8803_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DQ8803_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ8803_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ8803+SATELLITE: SATELLITE OBSERVATIONS - May 31, 2023
 DQ8803_ROD/PIPE-DEPTH: 16.5 meters
 DQ8803
 DQ8803  HISTORY     - Date     Condition        Report By
 DQ8803  HISTORY     - 20170626 MONUMENTED       MNDT
 DQ8803  HISTORY     - 20230531 GOOD             MNDT
 DQ8803
 DQ8803                          STATION DESCRIPTION
 DQ8803
 DQ8803'DESCRIBED BY MN DEPT OF TRANSP 2017
 DQ8803'THE MARK IS LOCATED ABOUT 5.9 MI (9.5 KM) NORTHEAST OF REMER.
 DQ8803'
 DQ8803'TO REACH THE MARK GO 5.9 MI (9.5 KM) NORTHEAST ALONG TRUNK HIGHWAY 6
 DQ8803'FROM THE EAST JUNCTION OF TRUNK HIGHWAY 6 AND TRUNK HIGHWAY 200 IN
 DQ8803'REMER, AT TRUNK HIGHWAY 6 MILE POINT 62.55.
 DQ8803'
 DQ8803'THE MARK IS LOCATED 23.9 FT (7.3 M) NORTHWEST OF TRUNK HIGHWAY 6, 21.7
 DQ8803'FT (6.6 M) SOUTHWEST OF FOREST ROAD NUMBER 2724, 1.5 FT (0.5 M)
 DQ8803'NORTHEAST OF A WITNESS POST.
 DQ8803'
 DQ8803'NOTE-THE STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM ROD
 DQ8803'DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION REMOVABLE DISK
 DQ8803'SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH PVC
 DQ8803'PIPE BACK FILLED WITH WASHED SAND.
 DQ8803
 DQ8803                          STATION RECOVERY (2023)
 DQ8803
 DQ8803'RECOVERY NOTE BY MN DEPT OF TRANSP 2023 (TJD)
 DQ8803'5.9 MI (9.5 KM) NORTHEAST OF REMER, 5.9 MI (9.5 KM) NORTHEAST ALONG
 DQ8803'TRUNK HIGHWAY 6 FROM THE EAST JUNCTION OF TRUNK HIGHWAY 6 AND TRUNK
 DQ8803'HIGHWAY 200 IN REMER, AT TRUNK HIGHWAY 6 MILE POINT 62.55, 23.9 FT
 DQ8803'(7.3 M) NORTHWEST OF TRUNK HIGHWAY 6, 21.7 FT (6.6 M) SOUTHWEST OF
 DQ8803'FOREST ROAD NUMBER 2724, 1.5 FT (0.5 M) NORTHEAST OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DQ8806 ***********************************************************************
 DQ8806  DESIGNATION -  1104 F
 DQ8806  PID         -  DQ8806
 DQ8806  STATE/COUNTY-  MN/CASS
 DQ8806  COUNTRY     -  US
 DQ8806  USGS QUAD   -  SUGAR LAKE (2019)
 DQ8806
 DQ8806                         *CURRENT SURVEY CONTROL
 DQ8806  ______________________________________________________________________
 DQ8806* NAD 83(1986) POSITION- 47 08 06.65   (N) 093 47 59.42   (W)   HD_HELD1
 DQ8806* NAVD 88 ORTHO HEIGHT -   437.486 (meters)     1435.32  (feet) ADJUSTED
 DQ8806  ______________________________________________________________________
 DQ8806  GEOID HEIGHT    -        -29.022 (meters)                     GEOID18
 DQ8806  DYNAMIC HEIGHT  -        437.515 (meters)     1435.41  (feet) COMP
 DQ8806  MODELED GRAVITY -    980,666.0   (mgal)                       NAVD 88
 DQ8806
 DQ8806  VERT ORDER      -  SECOND    CLASS I
 DQ8806
 DQ8806.The horizontal coordinates were determined by differentially corrected
 DQ8806.hand held GPS observations or other comparable positioning techniques
 DQ8806.and have an estimated accuracy of +/- 3 meters.
 DQ8806
 DQ8806.The orthometric height was determined by differential leveling and
 DQ8806.adjusted by the NATIONAL GEODETIC SURVEY
 DQ8806.in April 2021.
 DQ8806
 DQ8806.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ8806.GEOID18 height accuracy estimate available here.
 DQ8806
 DQ8806.Click photographs - Photos may exist for this station.
 DQ8806
 DQ8806.The dynamic height is computed by dividing the NAVD 88
 DQ8806.geopotential number by the normal gravity value computed on the
 DQ8806.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ8806.degrees latitude (g = 980.6199 gals.).
 DQ8806
 DQ8806.The modeled gravity was interpolated from observed gravity values.
 DQ8806
 DQ8806;                    North         East    Units  Estimated Accuracy
 DQ8806;SPC MN C     -   337,425.7     834,151.5     MT  (+/- 3 meters HH1 GPS) 
 DQ8806
 DQ8806_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVN3934520496(NAD 83)
 DQ8806
 DQ8806                          SUPERSEDED SURVEY CONTROL
 DQ8806
 DQ8806.No superseded survey control is available for this station.
 DQ8806
 DQ8806_MARKER: I = METAL ROD
 DQ8806_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DQ8806_STAMPING: 1104 F 2017
 DQ8806_MARK LOGO: MNDT
 DQ8806_PROJECTION: RECESSED 5 CENTIMETERS
 DQ8806_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DQ8806_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ8806_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ8806+SATELLITE: SATELLITE OBSERVATIONS - May 31, 2023
 DQ8806_ROD/PIPE-DEPTH: 12.2 meters
 DQ8806
 DQ8806  HISTORY     - Date     Condition        Report By
 DQ8806  HISTORY     - 20170626 MONUMENTED       MNDT
 DQ8806  HISTORY     - 20230531 GOOD             MNDT
 DQ8806
 DQ8806                          STATION DESCRIPTION
 DQ8806
 DQ8806'DESCRIBED BY MN DEPT OF TRANSP 2017
 DQ8806'THE MARK IS LOCATED ABOUT 7.3 MI (11.7 KM) NORTHEAST OF REMER.
 DQ8806'
 DQ8806'TO REACH THE MARK GO 7.4 MI (11.9 KM) NORTHEAST ALONG TRUNK HIGHWAY 6
 DQ8806'FROM THE EAST JUNCTION OF TRUNK HIGHWAY 6 AND TRUNK HIGHWAY 200 IN
 DQ8806'REMER, AT TRUNK HIGHWAY 6 MILE POINT 64.05.
 DQ8806'
 DQ8806'THE MARK IS LOCATED 29.7 FT (9.1 M) NORTHWEST OF TRUNK HIGHWAY 6, 15.0
 DQ8806'FT (4.6 M) SOUTHWEST OF FOREST DRIVE NORTHEAST NUMBER 2721, 1.5 FT
 DQ8806'(0.5 M) SOUTHEAST OF A WITNESS POST.
 DQ8806'
 DQ8806'NOTE-THE STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM ROD
 DQ8806'DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION REMOVABLE DISK
 DQ8806'SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH PVC
 DQ8806'PIPE BACK FILLED WITH WASHED SAND.
 DQ8806
 DQ8806                          STATION RECOVERY (2023)
 DQ8806
 DQ8806'RECOVERY NOTE BY MN DEPT OF TRANSP 2023 (TJD)
 DQ8806'7.3 MI (11.7 KM) NORTHEAST OF REMER, 7.4 MI (11.9 KM) NORTHEAST ALONG
 DQ8806'TRUNK HIGHWAY 6 FROM THE EAST JUNCTION OF TRUNK HIGHWAY 6 AND TRUNK
 DQ8806'HIGHWAY 200 IN REMER, AT TRUNK HIGHWAY 6 MILE POINT 64.05, 29.7 FT
 DQ8806'(9.1 M) NORTHWEST OF TRUNK HIGHWAY 6, 15.0 FT (4.6 M) SOUTHWEST OF
 DQ8806'FOREST DRIVE NORTHEAST NUMBER 2721, 1.5 FT (0.5 M) SOUTHEAST OF A
 DQ8806'WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DQ8807 ***********************************************************************
 DQ8807  DESIGNATION -  1104 G
 DQ8807  PID         -  DQ8807
 DQ8807  STATE/COUNTY-  MN/CASS
 DQ8807  COUNTRY     -  US
 DQ8807  USGS QUAD   -  SUGAR LAKE (2019)
 DQ8807
 DQ8807                         *CURRENT SURVEY CONTROL
 DQ8807  ______________________________________________________________________
 DQ8807* NAD 83(1986) POSITION- 47 08 52.62   (N) 093 47 10.87   (W)   HD_HELD1
 DQ8807* NAVD 88 ORTHO HEIGHT -   435.907 (meters)     1430.14  (feet) ADJUSTED
 DQ8807  ______________________________________________________________________
 DQ8807  GEOID HEIGHT    -        -29.046 (meters)                     GEOID18
 DQ8807  DYNAMIC HEIGHT  -        435.936 (meters)     1430.23  (feet) COMP
 DQ8807  MODELED GRAVITY -    980,667.2   (mgal)                       NAVD 88
 DQ8807
 DQ8807  VERT ORDER      -  SECOND    CLASS I
 DQ8807
 DQ8807.The horizontal coordinates were determined by differentially corrected
 DQ8807.hand held GPS observations or other comparable positioning techniques
 DQ8807.and have an estimated accuracy of +/- 3 meters.
 DQ8807
 DQ8807.The orthometric height was determined by differential leveling and
 DQ8807.adjusted by the NATIONAL GEODETIC SURVEY
 DQ8807.in April 2021.
 DQ8807
 DQ8807.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ8807.GEOID18 height accuracy estimate available here.
 DQ8807
 DQ8807.Click photographs - Photos may exist for this station.
 DQ8807
 DQ8807.The dynamic height is computed by dividing the NAVD 88
 DQ8807.geopotential number by the normal gravity value computed on the
 DQ8807.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ8807.degrees latitude (g = 980.6199 gals.).
 DQ8807
 DQ8807.The modeled gravity was interpolated from observed gravity values.
 DQ8807
 DQ8807;                    North         East    Units  Estimated Accuracy
 DQ8807;SPC MN C     -   338,851.2     835,166.3     MT  (+/- 3 meters HH1 GPS) 
 DQ8807
 DQ8807_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVN4038221905(NAD 83)
 DQ8807
 DQ8807                          SUPERSEDED SURVEY CONTROL
 DQ8807
 DQ8807.No superseded survey control is available for this station.
 DQ8807
 DQ8807_MARKER: I = METAL ROD
 DQ8807_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DQ8807_STAMPING: 1104 G 2017
 DQ8807_MARK LOGO: MNDT
 DQ8807_PROJECTION: RECESSED 5 CENTIMETERS
 DQ8807_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DQ8807_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ8807_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ8807+SATELLITE: SATELLITE OBSERVATIONS - May 31, 2023
 DQ8807_ROD/PIPE-DEPTH: 18.9 meters
 DQ8807
 DQ8807  HISTORY     - Date     Condition        Report By
 DQ8807  HISTORY     - 20170627 MONUMENTED       MNDT
 DQ8807  HISTORY     - 20230531 GOOD             MNDT
 DQ8807
 DQ8807                          STATION DESCRIPTION
 DQ8807
 DQ8807'DESCRIBED BY MN DEPT OF TRANSP 2017
 DQ8807'THE MARK IS LOCATED ABOUT 8.1 MI (13.0 KM) NORTHEAST OF REMER.
 DQ8807'
 DQ8807'TO REACH THE MARK GO 8.45 MI (13.60 KM) NORTHEAST ALONG TRUNK HIGHWAY
 DQ8807'6 FROM THE EAST JUNCTION OF TRUNK HIGHWAY 6 AND TRUNK HIGHWAY 200 IN
 DQ8807'REMER, AT TRUNK HIGHWAY 6 MILE POINT 65.15.
 DQ8807'
 DQ8807'THE MARK IS LOCATED 19.3 FT (5.9 M) NORTHWEST OF TRUNK HIGHWAY 6, 32.2
 DQ8807'FT (9.8 M) SOUTHWEST OF DRIVEWAY NUMBER 09567, 1.5 MI (2.4 KM)
 DQ8807'SOUTHEAST OF A WITNESS POST.
 DQ8807'
 DQ8807'NOTE-THE STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM ROD
 DQ8807'DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION REMOVABLE DISK
 DQ8807'SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH PVC
 DQ8807'PIPE BACK FILLED WITH WASHED SAND.
 DQ8807
 DQ8807                          STATION RECOVERY (2023)
 DQ8807
 DQ8807'RECOVERY NOTE BY MN DEPT OF TRANSP 2023 (TJD)
 DQ8807'8.1 MI (13.0 KM) NORTHEAST OF REMER, 8.45 MI (13.60 KM) NORTHEAST
 DQ8807'ALONG TRUNK HIGHWAY 6 FROM THE EAST JUNCTION OF TRUNK HIGHWAY 6 AND
 DQ8807'TRUNK HIGHWAY 200 IN REMER, AT TRUNK HIGHWAY 6 MILE POINT 65.15, 19.3
 DQ8807'FT (5.9 M) NORTHWEST OF TRUNK HIGHWAY 6, 32.2 FT (9.8 M) SOUTHWEST OF
 DQ8807'DRIVEWAY NUMBER 09567, 1.5 MI (2.4 KM) SOUTHEAST OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DQ8808 ***********************************************************************
 DQ8808  DESIGNATION -  1104 H
 DQ8808  PID         -  DQ8808
 DQ8808  STATE/COUNTY-  MN/CASS
 DQ8808  COUNTRY     -  US
 DQ8808  USGS QUAD   -  SUGAR LAKE (2019)
 DQ8808
 DQ8808                         *CURRENT SURVEY CONTROL
 DQ8808  ______________________________________________________________________
 DQ8808* NAD 83(1986) POSITION- 47 09 17.31   (N) 093 46 44.12   (W)   HD_HELD1
 DQ8808* NAVD 88 ORTHO HEIGHT -   428.133 (meters)     1404.63  (feet) ADJUSTED
 DQ8808  ______________________________________________________________________
 DQ8808  GEOID HEIGHT    -        -29.059 (meters)                     GEOID18
 DQ8808  DYNAMIC HEIGHT  -        428.162 (meters)     1404.73  (feet) COMP
 DQ8808  MODELED GRAVITY -    980,667.9   (mgal)                       NAVD 88
 DQ8808
 DQ8808  VERT ORDER      -  SECOND    CLASS I
 DQ8808
 DQ8808.The horizontal coordinates were determined by differentially corrected
 DQ8808.hand held GPS observations or other comparable positioning techniques
 DQ8808.and have an estimated accuracy of +/- 3 meters.
 DQ8808
 DQ8808.The orthometric height was determined by differential leveling and
 DQ8808.adjusted by the NATIONAL GEODETIC SURVEY
 DQ8808.in April 2021.
 DQ8808
 DQ8808.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ8808.GEOID18 height accuracy estimate available here.
 DQ8808
 DQ8808.Click photographs - Photos may exist for this station.
 DQ8808
 DQ8808.The dynamic height is computed by dividing the NAVD 88
 DQ8808.geopotential number by the normal gravity value computed on the
 DQ8808.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ8808.degrees latitude (g = 980.6199 gals.).
 DQ8808
 DQ8808.The modeled gravity was interpolated from observed gravity values.
 DQ8808
 DQ8808;                    North         East    Units  Estimated Accuracy
 DQ8808;SPC MN C     -   339,617.0     835,725.3     MT  (+/- 3 meters HH1 GPS) 
 DQ8808
 DQ8808_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVN4095322661(NAD 83)
 DQ8808
 DQ8808                          SUPERSEDED SURVEY CONTROL
 DQ8808
 DQ8808.No superseded survey control is available for this station.
 DQ8808
 DQ8808_MARKER: I = METAL ROD
 DQ8808_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DQ8808_STAMPING: 1104 H 2017
 DQ8808_MARK LOGO: MNDT
 DQ8808_PROJECTION: RECESSED 5 CENTIMETERS
 DQ8808_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DQ8808_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ8808_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ8808+SATELLITE: SATELLITE OBSERVATIONS - May 31, 2023
 DQ8808_ROD/PIPE-DEPTH: 22.6 meters
 DQ8808
 DQ8808  HISTORY     - Date     Condition        Report By
 DQ8808  HISTORY     - 20170627 MONUMENTED       MNDT
 DQ8808  HISTORY     - 20230531 GOOD             MNDT
 DQ8808
 DQ8808                          STATION DESCRIPTION
 DQ8808
 DQ8808'DESCRIBED BY MN DEPT OF TRANSP 2017
 DQ8808'THE MARK IS LOCATED ABOUT 9.1 MI (14.6 KM) NORTHEAST OF REMER.
 DQ8808'
 DQ8808'TO REACH THE MARK GO 9.05 MI (14.56 KM) NORTHEAST ALONG TRUNK HIGHWAY
 DQ8808'6 FROM THE EAST JUNCTION OF TRUNK HIGHWAY 6 AND TRUNK HIGHWAY 200 IN
 DQ8808'REMER, AT TRUNK HIGHWAY 6 MILE POINT 65.7.
 DQ8808'
 DQ8808'THE MARK IS LOCATED 204.2 FT (62.2 M) SOUTHEAST OF TRUNK HIGHWAY 6,
 DQ8808'49.7 FT (15.1 M) NORTHEAST OF THE ENTRANCE TO NO-TA-SHE-BUN PUBLIC
 DQ8808'WATER ACCESS, 26.9 FT (8.2 M) EAST OF THE NORTHEAST POST OF
 DQ8808'NO-TA-SHE-BUN PUBLIC WATER ACCESS SIGN POST, 1.5 FT (0.5 M) NORTHWEST
 DQ8808'OF A WITNESS POST.
 DQ8808'
 DQ8808'NOTE-THE STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM ROD
 DQ8808'DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION REMOVABLE DISK
 DQ8808'SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH PVC
 DQ8808'PIPE BACK FILLED WITH WASHED SAND.
 DQ8808
 DQ8808                          STATION RECOVERY (2023)
 DQ8808
 DQ8808'RECOVERY NOTE BY MN DEPT OF TRANSP 2023 (TJD)
 DQ8808'9.1 MI (14.6 KM) NORTHEAST OF REMER, 9.05 MI (14.56 KM) NORTHEAST
 DQ8808'ALONG TRUNK HIGHWAY 6 FROM THE EAST JUNCTION OF TRUNK HIGHWAY 6 AND
 DQ8808'TRUNK HIGHWAY 200 IN REMER, AT TRUNK HIGHWAY 6 MILE POINT 65.7, 204.2
 DQ8808'FT (62.2 M) SOUTHEAST OF TRUNK HIGHWAY 6, 49.7 FT (15.1 M) NORTHEAST
 DQ8808'OF THE ENTRANCE TO NO-TA-SHE-BUN PUBLIC WATER ACCESS, 26.9 FT (8.2 M)
 DQ8808'EAST OF THE NORTHEAST POST OF NO-TA-SHE-BUN PUBLIC WATER ACCESS
 DQ8808'SIGNPOST, 1.5 FT (0.5 M) NORTHWEST OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DQ8810 ***********************************************************************
 DQ8810  DESIGNATION -  1104 J
 DQ8810  PID         -  DQ8810
 DQ8810  STATE/COUNTY-  MN/CASS
 DQ8810  COUNTRY     -  US
 DQ8810  USGS QUAD   -  SUGAR LAKE (2019)
 DQ8810
 DQ8810                         *CURRENT SURVEY CONTROL
 DQ8810  ______________________________________________________________________
 DQ8810* NAD 83(1986) POSITION- 47 10 00.97   (N) 093 46 33.91   (W)   HD_HELD1
 DQ8810* NAVD 88 ORTHO HEIGHT -   436.868 (meters)     1433.29  (feet) ADJUSTED
 DQ8810  ______________________________________________________________________
 DQ8810  GEOID HEIGHT    -        -29.077 (meters)                     GEOID18
 DQ8810  DYNAMIC HEIGHT  -        436.898 (meters)     1433.39  (feet) COMP
 DQ8810  MODELED GRAVITY -    980,668.9   (mgal)                       NAVD 88
 DQ8810
 DQ8810  VERT ORDER      -  SECOND    CLASS I
 DQ8810
 DQ8810.The horizontal coordinates were determined by differentially corrected
 DQ8810.hand held GPS observations or other comparable positioning techniques
 DQ8810.and have an estimated accuracy of +/- 3 meters.
 DQ8810
 DQ8810.The orthometric height was determined by differential leveling and
 DQ8810.adjusted by the NATIONAL GEODETIC SURVEY
 DQ8810.in April 2021.
 DQ8810
 DQ8810.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ8810.GEOID18 height accuracy estimate available here.
 DQ8810
 DQ8810.Click photographs - Photos may exist for this station.
 DQ8810
 DQ8810.The dynamic height is computed by dividing the NAVD 88
 DQ8810.geopotential number by the normal gravity value computed on the
 DQ8810.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ8810.degrees latitude (g = 980.6199 gals.).
 DQ8810
 DQ8810.The modeled gravity was interpolated from observed gravity values.
 DQ8810
 DQ8810;                    North         East    Units  Estimated Accuracy
 DQ8810;SPC MN C     -   340,966.6     835,932.4     MT  (+/- 3 meters HH1 GPS) 
 DQ8810
 DQ8810_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVN4118124007(NAD 83)
 DQ8810
 DQ8810                          SUPERSEDED SURVEY CONTROL
 DQ8810
 DQ8810.No superseded survey control is available for this station.
 DQ8810
 DQ8810_MARKER: I = METAL ROD
 DQ8810_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DQ8810_STAMPING: 1104 J 2017
 DQ8810_MARK LOGO: MNDT
 DQ8810_PROJECTION: RECESSED 5 CENTIMETERS
 DQ8810_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DQ8810_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ8810_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ8810+SATELLITE: SATELLITE OBSERVATIONS - May 31, 2023
 DQ8810_ROD/PIPE-DEPTH: 31.1 meters
 DQ8810
 DQ8810  HISTORY     - Date     Condition        Report By
 DQ8810  HISTORY     - 20170627 MONUMENTED       MNDT
 DQ8810  HISTORY     - 20230531 GOOD             MNDT
 DQ8810
 DQ8810                          STATION DESCRIPTION
 DQ8810
 DQ8810'DESCRIBED BY MN DEPT OF TRANSP 2017
 DQ8810'THE MARK IS LOCATED ABOUT 9.7 MI (15.6 KM) NORTHEAST OF REMER.
 DQ8810'
 DQ8810'TO REACH THE MARK GO 9.95 MI (16.01 KM) NORTHEAST ALONG TRUNK HIGHWAY
 DQ8810'6 FROM THE EAST JUNCTION OF TRUNK HIGHWAY 6 AND TRUNK HIGHWAY 200 IN
 DQ8810'REMER, AT TRUNK HIGHWAY 6 MILE POINT 66.6.
 DQ8810'
 DQ8810'THE MARK IS LOCATED 54.1 FT (16.5 M) WEST OF TRUNK HIGHWAY 6, 6.8 FT
 DQ8810'(2.1 M) EAST OF THE CHIPPEWA NATIONAL FOREST SIGN.
 DQ8810'
 DQ8810'NOTE-THE STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM ROD
 DQ8810'DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION REMOVABLE DISK
 DQ8810'SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH PVC
 DQ8810'PIPE BACK FILLED WITH WASHED SAND.
 DQ8810
 DQ8810                          STATION RECOVERY (2023)
 DQ8810
 DQ8810'RECOVERY NOTE BY MN DEPT OF TRANSP 2023 (TJD)
 DQ8810'9.7 MI (15.6 KM) NORTHEAST OF REMER, 9.95 MI (16.01 KM) NORTHEAST
 DQ8810'ALONG TRUNK HIGHWAY 6 FROM THE EAST JUNCTION OF TRUNK HIGHWAY 6 AND
 DQ8810'TRUNK HIGHWAY 200 IN REMER, AT TRUNK HIGHWAY 6 MILE POINT 66.6, 54.1
 DQ8810'FT (16.5 M) WEST OF TRUNK HIGHWAY 6, 6.8 FT (2.1 M) EAST OF THE
 DQ8810'CHIPPEWA NATIONAL FOREST SIGN.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DO8663 ***********************************************************************
 DO8663  DESIGNATION -  1105 A RESET
 DO8663  PID         -  DO8663
 DO8663  STATE/COUNTY-  MN/CASS
 DO8663  COUNTRY     -  US
 DO8663  USGS QUAD   -  WALKER (2019)
 DO8663
 DO8663                         *CURRENT SURVEY CONTROL
 DO8663  ______________________________________________________________________
 DO8663* NAD 83(1986) POSITION- 47 05 15.71   (N) 094 35 12.37   (W)   HD_HELD1
 DO8663* NAVD 88 ORTHO HEIGHT -   413.021 (meters)     1355.05  (feet) ADJUSTED
 DO8663  ______________________________________________________________________
 DO8663  GEOID HEIGHT    -        -27.746 (meters)                     GEOID18
 DO8663  DYNAMIC HEIGHT  -        413.065 (meters)     1355.20  (feet) COMP
 DO8663  MODELED GRAVITY -    980,706.0   (mgal)                       NAVD 88
 DO8663
 DO8663  VERT ORDER      -  SECOND    CLASS I
 DO8663
 DO8663.The horizontal coordinates were determined by differentially corrected
 DO8663.hand held GPS observations or other comparable positioning techniques
 DO8663.and have an estimated accuracy of +/- 3 meters.
 DO8663
 DO8663.The orthometric height was determined by differential leveling and
 DO8663.adjusted by the NATIONAL GEODETIC SURVEY
 DO8663.in February 2020.
 DO8663
 DO8663.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO8663.GEOID18 height accuracy estimate available here.
 DO8663
 DO8663.Click photographs - Photos may exist for this station.
 DO8663
 DO8663.The dynamic height is computed by dividing the NAVD 88
 DO8663.geopotential number by the normal gravity value computed on the
 DO8663.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO8663.degrees latitude (g = 980.6199 gals.).
 DO8663
 DO8663.The modeled gravity was interpolated from observed gravity values.
 DO8663
 DO8663;                    North         East    Units  Estimated Accuracy
 DO8663;SPC MN C     -   332,104.1     774,428.5     MT  (+/- 3 meters HH1 GPS) 
 DO8663
 DO8663_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUN7956316131(NAD 83)
 DO8663
 DO8663                          SUPERSEDED SURVEY CONTROL
 DO8663
 DO8663  NAVD 88 (08/26/19)  413.019  (m)         1355.05   (f) SUPERSEDED  2 1
 DO8663  NAVD 88 (05/02/18)  413.008  (m)         1355.01   (f) SUPERSEDED  2 1
 DO8663  NAVD 88 (09/23/13)  413.007  (m)         1355.01   (f) SUPERSEDED  2 1
 DO8663
 DO8663.Superseded values are not recommended for survey control.
 DO8663
 DO8663.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DO8663.See file dsdata.pdf to determine how the superseded data were derived.
 DO8663
 DO8663_MARKER: I = METAL ROD
 DO8663_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DO8663_STAMPING: 1105 A RESET 2012
 DO8663_MARK LOGO: MNDT
 DO8663_PROJECTION: RECESSED 13 CENTIMETERS
 DO8663_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DO8663_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DO8663_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DO8663+SATELLITE: SATELLITE OBSERVATIONS - May 17, 2023
 DO8663_ROD/PIPE-DEPTH: 16.8 meters
 DO8663
 DO8663  HISTORY     - Date     Condition        Report By
 DO8663  HISTORY     - 20120717 MONUMENTED       MNDT
 DO8663  HISTORY     - 20150526 GOOD             MNDT
 DO8663  HISTORY     - 20230517 GOOD             MNDT
 DO8663
 DO8663                          STATION DESCRIPTION
 DO8663
 DO8663'DESCRIBED BY MN DEPT OF TRANSP 2012 (KMS)
 DO8663'1.0 MILE SOUTH OF WALKER, 1.0 MILE SOUTH ALONG TRUNK HIGHWAY 34 FROM
 DO8663'JUNCTION OF TRUNK HIGHWAY 34 AND TRUNK HIGHWAY 371 IN WALKER, AT TRUNK
 DO8663'HIGHWAY 34 MILEPOINT 102.2, 94.0 FEET EAST OF TRUNK HIGHWAY 34, 61.0
 DO8663'FEET SOUTH OF DRIVEWAY NUMBER 07774, 124.2 FEET NORTH-NORTHEAST OF
 DO8663'POWER POLE, 77.5 FEET NORTH OF RIGHT-OF-WAY POST, 3.4 FEET WEST OF
 DO8663'WITNESS POST.
 DO8663
 DO8663                          STATION RECOVERY (2015)
 DO8663
 DO8663'RECOVERY NOTE BY MN DEPT OF TRANSP 2015 (NJL)
 DO8663'THE MARK IS LOCATED ABOUT 1.0 MI (1.6 KM) SOUTH OF WALKER.
 DO8663'
 DO8663'TO REACH THE MARK GO 1.0 MI (1.6 KM) SOUTH ALONG TRUNK HIGHWAY 34 FROM
 DO8663'THE JUNCTION OF TRUNK HIGHWAY 34 AND TRUNK HIGHWAY 371 IN WALKER, AT
 DO8663'TRUNK HIGHWAY 34 MILE POINT 102.2.
 DO8663'
 DO8663'THE MARK IS LOCATED 94.0 FT (28.7 M) EAST OF TRUNK HIGHWAY 34, 61.0 FT
 DO8663'(18.6 M) SOUTH OF DRIVEWAY NUMBER 07774, 124.2 FT (37.9 M)
 DO8663'NORTH-NORTHEAST OF POWER POLE, 77.5 FT (23.6 M) NORTH OF RIGHT-OF-WAY
 DO8663'POST, 3.4 FT (1.0 M) WEST OF A WITNESS POST.
 DO8663'
 DO8663'NOTE-THE STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM ROD
 DO8663'DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION REMOVABLE DISK
 DO8663'SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH PVC
 DO8663'PIPE BACK FILLED WITH WASHED SAND.
 DO8663
 DO8663                          STATION RECOVERY (2023)
 DO8663
 DO8663'RECOVERY NOTE BY MN DEPT OF TRANSP 2023 (TJD)
 DO8663'1.0 MI (1.6 KM) SOUTH OF WALKER, 1.0 MI (1.6 KM) SOUTH ALONG TRUNK
 DO8663'HIGHWAY 34 FROM THE JUNCTION OF TRUNK HIGHWAY 34 AND TRUNK HIGHWAY 371
 DO8663'IN WALKER, AT TRUNK HIGHWAY 34 MILE POINT 102.2, 94.0 FT (28.7 M) EAST
 DO8663'OF TRUNK HIGHWAY 34, 61.0 FT (18.6 M) SOUTH OF DRIVEWAY NUMBER 07774,
 DO8663'124.2 FT (37.9 M) NORTH-NORTHEAST OF A POWER POLE, 77.5 FT (23.6 M)
 DO8663'NORTH OF A RIGHT-OF-WAY POST, 3.4 FT (1.0 M) WEST OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DE6177 ***********************************************************************
 DE6177  DESIGNATION -  1105 B
 DE6177  PID         -  DE6177
 DE6177  STATE/COUNTY-  MN/CASS
 DE6177  COUNTRY     -  US
 DE6177  USGS QUAD   -  WALKER (2019)
 DE6177
 DE6177                         *CURRENT SURVEY CONTROL
 DE6177  ______________________________________________________________________
 DE6177* NAD 83(2011) POSITION- 47 04 36.47299(N) 094 35 25.03205(W)   ADJUSTED
 DE6177* NAD 83(2011) ELLIP HT-   408.250 (meters)        (06/27/12)   ADJUSTED
 DE6177* NAD 83(2011) EPOCH   -  2010.00
 DE6177* NAVD 88 ORTHO HEIGHT -   435.990 (meters)     1430.41  (feet) ADJUSTED
 DE6177  ______________________________________________________________________
 DE6177  GEOID HEIGHT    -        -27.730 (meters)                     GEOID18
 DE6177  NAD 83(2011) X  -   -348,267.707 (meters)                     COMP
 DE6177  NAD 83(2011) Y  - -4,337,759.403 (meters)                     COMP
 DE6177  NAD 83(2011) Z  -  4,647,882.290 (meters)                     COMP
 DE6177  LAPLACE CORR    -         -4.45  (seconds)                    DEFLEC18
 DE6177  DYNAMIC HEIGHT  -        436.036 (meters)     1430.56  (feet) COMP
 DE6177  MODELED GRAVITY -    980,703.5   (mgal)                       NAVD 88
 DE6177
 DE6177  VERT ORDER      -  SECOND    CLASS I
 DE6177
 DE6177  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DE6177  Standards:
 DE6177         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DE6177            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DE6177  -------------------------------------------------------------------
 DE6177  NETWORK    0.40   0.39           0.18   0.14   0.20      0.02741101
 DE6177  -------------------------------------------------------------------
 DE6177  Click here for local accuracies and other accuracy information.
 DE6177
 DE6177.The horizontal coordinates were established by GPS observations
 DE6177.and adjusted by the National Geodetic Survey in June 2012.
 DE6177
 DE6177.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DE6177.been affixed to the stable North American tectonic plate. See 
 DE6177.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DE6177
 DE6177.The horizontal coordinates are valid at the epoch date displayed above
 DE6177.which is a decimal equivalence of Year/Month/Day.
 DE6177
 DE6177.The orthometric height was determined by differential leveling and
 DE6177.adjusted by the NATIONAL GEODETIC SURVEY
 DE6177.in February 2020.
 DE6177
 DE6177.Significant digits in the geoid height do not necessarily reflect accuracy.
 DE6177.GEOID18 height accuracy estimate available here.
 DE6177
 DE6177.Click photographs - Photos may exist for this station.
 DE6177
 DE6177.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DE6177
 DE6177.The Laplace correction was computed from DEFLEC18 derived deflections.
 DE6177
 DE6177.The ellipsoidal height was determined by GPS observations
 DE6177.and is referenced to NAD 83.
 DE6177
 DE6177.The dynamic height is computed by dividing the NAVD 88
 DE6177.geopotential number by the normal gravity value computed on the
 DE6177.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE6177.degrees latitude (g = 980.6199 gals.).
 DE6177
 DE6177.The modeled gravity was interpolated from observed gravity values.
 DE6177
 DE6177. The following values were computed from the NAD 83(2011) position.
 DE6177
 DE6177;                    North         East     Units Scale Factor Converg.
 DE6177;SPC MN C     -   330,893.512   774,156.190   MT  1.00000597   -0 14 46.2
 DE6177;SPC MN C     - 1,085,606.46  2,539,877.43   sFT  1.00000597   -0 14 46.2
 DE6177;UTM  15      - 5,214,925.484   379,271.991   MT  0.99977913   -1 09 52.8
 DE6177
 DE6177!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE6177!SPC MN C     -   0.99993601  x   1.00000597  =   0.99994198
 DE6177!UTM  15      -   0.99993601  x   0.99977913  =   0.99971516
 DE6177
 DE6177:                Primary Azimuth Mark                     Grid Az
 DE6177:SPC MN C     -  1105 A                                   012 40 47.9
 DE6177:UTM  15      -  1105 A                                   013 35 54.5
 DE6177
 DE6177_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUN7927114925(NAD 83)
 DE6177
 DE6177|---------------------------------------------------------------------|
 DE6177| PID    Reference Object                     Distance      Geod. Az  |
 DE6177|                                                           dddmmss.s |
 DE6177| DE6176 1105 A                              APPROX. 1.2 KM 0122601.7 |
 DE6177|---------------------------------------------------------------------|
 DE6177
 DE6177                          SUPERSEDED SURVEY CONTROL
 DE6177
 DE6177  NAD 83(2007)-  47 04 36.47296(N)    094 35 25.03289(W) AD(2002.00) 0
 DE6177  ELLIP H (02/10/07)  408.278  (m)                       GP(2002.00)    
 DE6177  NAD 83(1996)-  47 04 36.47279(N)    094 35 25.03242(W) AD(       ) 1
 DE6177  ELLIP H (09/24/02)  408.292  (m)                       GP(       ) 4 1
 DE6177  NAVD 88 (08/26/19)  435.988  (m)         1430.40   (f) SUPERSEDED  2 1
 DE6177  NAVD 88 (05/02/18)  435.977  (m)         1430.37   (f) SUPERSEDED  2 1
 DE6177  NAVD 88             435.98   (m)         1430.4    (f) LEVELING    3  
 DE6177  NAVD 88 (08/05/02)  435.974  (m)         1430.36   (f) SUPERSEDED  2 1
 DE6177
 DE6177.Superseded values are not recommended for survey control.
 DE6177
 DE6177.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE6177.See file dsdata.pdf to determine how the superseded data were derived.
 DE6177
 DE6177_MARKER: DD = SURVEY DISK
 DE6177_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DE6177_STAMPING: 1105 B 1998
 DE6177_MARK LOGO: MNDT
 DE6177_PROJECTION: RECESSED 3 CENTIMETERS
 DE6177_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DE6177_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DE6177_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE6177+SATELLITE: SATELLITE OBSERVATIONS - May 17, 2023
 DE6177_ROD/PIPE-DEPTH: 10.7 meters
 DE6177
 DE6177  HISTORY     - Date     Condition        Report By
 DE6177  HISTORY     - 19980825 MONUMENTED       MNDT
 DE6177  HISTORY     - 1998     GOOD             MNDT
 DE6177  HISTORY     - 20120820 GOOD             MNDT
 DE6177  HISTORY     - 20210707 GOOD             MNDT
 DE6177  HISTORY     - 20230216 GOOD             MNDT
 DE6177  HISTORY     - 20230517 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.
 DE6177
 DE6177                          STATION RECOVERY (2012)
 DE6177
 DE6177'RECOVERY NOTE BY MN DEPT OF TRANSP 2012 (AXL)
 DE6177'1.7 MILES SOUTH OF WALKER, 1.7 MILES SOUTH ALONG TRUNK HIGHWAY 34 FROM
 DE6177'NORTHEAST JUNCTION OF TRUNK HIGHWAY 34 AND TRUNK HIGHWAY 371 IN
 DE6177'WALKER, AT TRUNK HIGHWAY 34 MILEPOINT 101.5, 97.5 FEET EAST-SOUTHEAST
 DE6177'OF TRUNK HIGHWAY 34, 2.7 FEET WEST-NORTHWEST OF RIGHT-OF-WAY AND
 DE6177'WITNESS POST.
 DE6177
 DE6177                          STATION RECOVERY (2021)
 DE6177
 DE6177'RECOVERY NOTE BY MN DEPT OF TRANSP 2021 (KMS)
 DE6177'RECOVERED IN GOOD CONDITION.
 DE6177
 DE6177                          STATION RECOVERY (2023)
 DE6177
 DE6177'RECOVERY NOTE BY MN DEPT OF TRANSP 2023 (BXG)
 DE6177'RECOVERED AS DESCRIBED.
 DE6177
 DE6177                          STATION RECOVERY (2023)
 DE6177
 DE6177'RECOVERY NOTE BY MN DEPT OF TRANSP 2023 (TJD)
 DE6177'1.7 MI (2.7 KM) SOUTH OF WALKER, 1.7 MI (2.7 KM) SOUTH ALONG TRUNK
 DE6177'HIGHWAY 34 FROM THE NORTHEAST JUNCTION OF TRUNK HIGHWAY 34 AND TRUNK
 DE6177'HIGHWAY 371 IN WALKER, AT TRUNK HIGHWAY 34 MILE POINT 101.5, 97.5 FT
 DE6177'(29.7 M) EAST-SOUTHEAST OF TRUNK HIGHWAY 34, 2.7 FT (0.8 M)
 DE6177'WEST-NORTHWEST OF A RIGHT-OF-WAY POST AND A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DE6178 ***********************************************************************
 DE6178  DESIGNATION -  1105 C
 DE6178  PID         -  DE6178
 DE6178  STATE/COUNTY-  MN/CASS
 DE6178  COUNTRY     -  US
 DE6178  USGS QUAD   -  WALKER (2019)
 DE6178
 DE6178                         *CURRENT SURVEY CONTROL
 DE6178  ______________________________________________________________________
 DE6178* NAD 83(2011) POSITION- 47 03 10.98140(N) 094 36 24.01151(W)   ADJUSTED
 DE6178* NAD 83(2011) ELLIP HT-   389.215 (meters)        (06/27/12)   ADJUSTED
 DE6178* NAD 83(2011) EPOCH   -  2010.00
 DE6178* NAVD 88 ORTHO HEIGHT -   416.920 (meters)     1367.85  (feet) ADJUSTED
 DE6178  ______________________________________________________________________
 DE6178  GEOID HEIGHT    -        -27.691 (meters)                     GEOID18
 DE6178  NAD 83(2011) X  -   -349,662.240 (meters)                     COMP
 DE6178  NAD 83(2011) Y  - -4,339,573.464 (meters)                     COMP
 DE6178  NAD 83(2011) Z  -  4,646,069.901 (meters)                     COMP
 DE6178  LAPLACE CORR    -         -4.09  (seconds)                    DEFLEC18
 DE6178  DYNAMIC HEIGHT  -        416.962 (meters)     1367.98  (feet) COMP
 DE6178  MODELED GRAVITY -    980,700.5   (mgal)                       NAVD 88
 DE6178
 DE6178  VERT ORDER      -  SECOND    CLASS I
 DE6178
 DE6178  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DE6178  Standards:
 DE6178         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DE6178            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DE6178  -------------------------------------------------------------------
 DE6178  NETWORK    0.74   0.55           0.32   0.28   0.28      0.05726702
 DE6178  -------------------------------------------------------------------
 DE6178  Click here for local accuracies and other accuracy information.
 DE6178
 DE6178.The horizontal coordinates were established by GPS observations
 DE6178.and adjusted by the National Geodetic Survey in June 2012.
 DE6178
 DE6178.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DE6178.been affixed to the stable North American tectonic plate. See 
 DE6178.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DE6178
 DE6178.The horizontal coordinates are valid at the epoch date displayed above
 DE6178.which is a decimal equivalence of Year/Month/Day.
 DE6178
 DE6178.The orthometric height was determined by differential leveling and
 DE6178.adjusted by the NATIONAL GEODETIC SURVEY
 DE6178.in February 2020.
 DE6178
 DE6178.Significant digits in the geoid height do not necessarily reflect accuracy.
 DE6178.GEOID18 height accuracy estimate available here.
 DE6178
 DE6178.Click photographs - Photos may exist for this station.
 DE6178
 DE6178.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DE6178
 DE6178.The Laplace correction was computed from DEFLEC18 derived deflections.
 DE6178
 DE6178.The ellipsoidal height was determined by GPS observations
 DE6178.and is referenced to NAD 83.
 DE6178
 DE6178.The dynamic height is computed by dividing the NAVD 88
 DE6178.geopotential number by the normal gravity value computed on the
 DE6178.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE6178.degrees latitude (g = 980.6199 gals.).
 DE6178
 DE6178.The modeled gravity was interpolated from observed gravity values.
 DE6178
 DE6178. The following values were computed from the NAD 83(2011) position.
 DE6178
 DE6178;                    North         East     Units Scale Factor Converg.
 DE6178;SPC MN C     -   328,258.927   772,900.053   MT  1.00000067   -0 15 28.8
 DE6178;SPC MN C     - 1,076,962.83  2,535,756.26   sFT  1.00000067   -0 15 28.8
 DE6178;UTM  15      - 5,212,311.951   377,974.078   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  =   0.99972202
 DE6178
 DE6178_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUN7797412311(NAD 83)
 DE6178
 DE6178                          SUPERSEDED SURVEY CONTROL
 DE6178
 DE6178  NAD 83(2007)-  47 03 10.98137(N)    094 36 24.01235(W) AD(2002.00) 0
 DE6178  ELLIP H (02/10/07)  389.244  (m)                       GP(2002.00)    
 DE6178  NAD 83(1996)-  47 03 10.98122(N)    094 36 24.01193(W) AD(       ) 1
 DE6178  ELLIP H (09/24/02)  389.258  (m)                       GP(       ) 4 1
 DE6178  NAVD 88 (08/26/19)  416.918  (m)         1367.84   (f) SUPERSEDED  2 1
 DE6178  NAVD 88 (05/02/18)  416.907  (m)         1367.80   (f) SUPERSEDED  2 1
 DE6178  NAVD 88             416.91   (m)         1367.8    (f) LEVELING    3  
 DE6178  NAVD 88 (08/05/02)  416.901  (m)         1367.78   (f) SUPERSEDED  2 1
 DE6178
 DE6178.Superseded values are not recommended for survey control.
 DE6178
 DE6178.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE6178.See file dsdata.pdf to determine how the superseded data were derived.
 DE6178
 DE6178_MARKER: DD = SURVEY DISK
 DE6178_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DE6178_STAMPING: 1105 C 1998
 DE6178_MARK LOGO: MNDT
 DE6178_PROJECTION: RECESSED 8 CENTIMETERS
 DE6178_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DE6178_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DE6178_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE6178+SATELLITE: SATELLITE OBSERVATIONS - May 17, 2023
 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  HISTORY     - 20140811 GOOD             MNDT
 DE6178  HISTORY     - 20230517 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.
 DE6178
 DE6178                          STATION RECOVERY (2014)
 DE6178
 DE6178'RECOVERY NOTE BY MN DEPT OF TRANSP 2014 (MAS)
 DE6178'RECOVERED AS DESCRIBED.
 DE6178
 DE6178                          STATION RECOVERY (2023)
 DE6178
 DE6178'RECOVERY NOTE BY MN DEPT OF TRANSP 2023 (TJD)
 DE6178'3.5 MI (5.6 KM) SOUTH-SOUTHWEST OF WALKER, 3.55 MI (5.71 KM)
 DE6178'SOUTH-SOUTHWEST ALONG TRUNK HIGHWAY 34 FROM THE NORTHEAST JUNCTION OF
 DE6178'TRUNK HIGHWAY 34 AND TRUNK HIGHWAY 371 IN WALKER, AT TRUNK HIGHWAY 34
 DE6178'MILE POINT 99.65, 59.5 FT (18.1 M) SOUTHEAST OF TRUNK HIGHWAY 34,
 DE6178'183.5 FT (55.9 M) SOUTHWEST OF A CABLE MARKER, 3.5 FT (1.1 M)
 DE6178'SOUTHWEST OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DQ1204 ***********************************************************************
 DQ1204  DESIGNATION -  1105 D RESET
 DQ1204  PID         -  DQ1204
 DQ1204  STATE/COUNTY-  MN/CASS
 DQ1204  COUNTRY     -  US
 DQ1204  USGS QUAD   -  WALKER (2019)
 DQ1204
 DQ1204                         *CURRENT SURVEY CONTROL
 DQ1204  ______________________________________________________________________
 DQ1204* NAD 83(1986) POSITION- 47 02 50.36   (N) 094 37 23.54   (W)   HD_HELD1
 DQ1204* NAVD 88 ORTHO HEIGHT -   407.007 (meters)     1335.32  (feet) ADJUSTED
 DQ1204  ______________________________________________________________________
 DQ1204  GEOID HEIGHT    -        -27.668 (meters)                     GEOID18
 DQ1204  DYNAMIC HEIGHT  -        407.048 (meters)     1335.46  (feet) COMP
 DQ1204  MODELED GRAVITY -    980,700.9   (mgal)                       NAVD 88
 DQ1204
 DQ1204  VERT ORDER      -  SECOND    CLASS I
 DQ1204
 DQ1204.The horizontal coordinates were determined by differentially corrected
 DQ1204.hand held GPS observations or other comparable positioning techniques
 DQ1204.and have an estimated accuracy of +/- 3 meters.
 DQ1204
 DQ1204.The orthometric height was determined by differential leveling and
 DQ1204.adjusted by the NATIONAL GEODETIC SURVEY
 DQ1204.in February 2020.
 DQ1204
 DQ1204.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ1204.GEOID18 height accuracy estimate available here.
 DQ1204
 DQ1204.Click photographs - Photos may exist for this station.
 DQ1204
 DQ1204.The dynamic height is computed by dividing the NAVD 88
 DQ1204.geopotential number by the normal gravity value computed on the
 DQ1204.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ1204.degrees latitude (g = 980.6199 gals.).
 DQ1204
 DQ1204.The modeled gravity was interpolated from observed gravity values.
 DQ1204
 DQ1204;                    North         East    Units  Estimated Accuracy
 DQ1204;SPC MN C     -   327,627.9     771,640.7     MT  (+/- 3 meters HH1 GPS) 
 DQ1204
 DQ1204_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUN7670511701(NAD 83)
 DQ1204
 DQ1204                          SUPERSEDED SURVEY CONTROL
 DQ1204
 DQ1204  NAVD 88 (08/26/19)  407.006  (m)         1335.32   (f) SUPERSEDED  2 1
 DQ1204  NAVD 88 (05/02/18)  406.994  (m)         1335.28   (f) SUPERSEDED  2 1
 DQ1204
 DQ1204.Superseded values are not recommended for survey control.
 DQ1204
 DQ1204.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DQ1204.See file dsdata.pdf to determine how the superseded data were derived.
 DQ1204
 DQ1204_MARKER: I = METAL ROD
 DQ1204_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DQ1204_STAMPING: 1105 D RESET 2014
 DQ1204_MARK LOGO: MNDT
 DQ1204_PROJECTION: RECESSED 5 CENTIMETERS
 DQ1204_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DQ1204_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ1204_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ1204+SATELLITE: SATELLITE OBSERVATIONS - May 17, 2023
 DQ1204_ROD/PIPE-DEPTH: 21.3 meters
 DQ1204
 DQ1204  HISTORY     - Date     Condition        Report By
 DQ1204  HISTORY     - 20140811 MONUMENTED       MNDT
 DQ1204  HISTORY     - 20230517 GOOD             MNDT
 DQ1204
 DQ1204                          STATION DESCRIPTION
 DQ1204
 DQ1204'DESCRIBED BY MN DEPT OF TRANSP 2014
 DQ1204'THE STATION IS LOCATED ABOUT 8.3 MI (13.4 KM) SOUTH-SOUTHEAST OF
 DQ1204'BENEDICT, 5.7 MI (9.2 KM) EAST-NORTHEAST OF AKELEY AND 4.1 MI (6.6 KM)
 DQ1204'SOUTH-SOUTHWEST OF WALKER.
 DQ1204'
 DQ1204'TO REACH THE MARK GO 4.5 MI (7.2 KM) SOUTH-SOUTHWEST ALONG TRUNK
 DQ1204'HIGHWAY 34 FROM NORTHEAST JUNCTION OF TRUNK HIGHWAY 34 AND TRUNK
 DQ1204'HIGHWAY 371 IN WALKER, AT TRUNK HIGHWAY 34 MILE POINT 98.7.
 DQ1204'
 DQ1204'THE MARK IS LOCATED 66.8 FT (20.4 M) NORTHWEST OF TRUNK HIGHWAY 34,
 DQ1204'35.8 FT (10.9 M) SOUTHEAST OF POWER POLE NUMBER 264, 15 FT (4.6 M)
 DQ1204'NORTHEAST OF ENTRANCE, 3.0 FT (0.9 M) SOUTHWEST OF A WITNESS POST.
 DQ1204
 DQ1204                          STATION RECOVERY (2023)
 DQ1204
 DQ1204'RECOVERY NOTE BY MN DEPT OF TRANSP 2023 (TJD)
 DQ1204'4.5 MI (7.2 KM) SOUTH-SOUTHWEST OF WALKER, 4.5 MI (7.2 KM)
 DQ1204'SOUTH-SOUTHWEST ALONG TRUNK HIGHWAY 34 FROM THE NORTHEAST JUNCTION OF
 DQ1204'TRUNK HIGHWAY 34 AND TRUNK HIGHWAY 371 IN WALKER, AT TRUNK HIGHWAY 34
 DQ1204'MILE POINT 98.7, 66.8 FT (20.4 M) NORTHWEST OF TRUNK HIGHWAY 34, 35.8
 DQ1204'FT (10.9 M) SOUTHEAST OF A POWER POLE NUMBER 264, 15.0 FT (4.6 M)
 DQ1204'NORTHEAST OF AN ENTRANCE, 3.0 FT (0.9 M) SOUTHWEST OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DQ1205 ***********************************************************************
 DQ1205  DESIGNATION -  1105 E
 DQ1205  PID         -  DQ1205
 DQ1205  STATE/COUNTY-  MN/CASS
 DQ1205  COUNTRY     -  US
 DQ1205  USGS QUAD   -  WALKER (2019)
 DQ1205
 DQ1205                         *CURRENT SURVEY CONTROL
 DQ1205  ______________________________________________________________________
 DQ1205* NAD 83(2011) POSITION- 47 03 05.59648(N) 094 36 38.23441(W)   ADJUSTED
 DQ1205* NAD 83(2011) ELLIP HT-   384.527 (meters)        (06/14/23)   ADJUSTED
 DQ1205* NAD 83(2011) EPOCH   -  2010.00
 DQ1205* NAVD 88 ORTHO HEIGHT -   412.222 (meters)     1352.43  (feet) ADJUSTED
 DQ1205  ______________________________________________________________________
 DQ1205  GEOID HEIGHT    -        -27.685 (meters)                     GEOID18
 DQ1205  NAD 83(2011) X  -   -349,971.001 (meters)                     COMP
 DQ1205  NAD 83(2011) Y  - -4,339,667.494 (meters)                     COMP
 DQ1205  NAD 83(2011) Z  -  4,645,953.163 (meters)                     COMP
 DQ1205  LAPLACE CORR    -         -3.89  (seconds)                    DEFLEC18
 DQ1205  DYNAMIC HEIGHT  -        412.263 (meters)     1352.57  (feet) COMP
 DQ1205  MODELED GRAVITY -    980,700.7   (mgal)                       NAVD 88
 DQ1205
 DQ1205  VERT ORDER      -  SECOND    CLASS I
 DQ1205
 DQ1205  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DQ1205  Standards:
 DQ1205         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DQ1205            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DQ1205  -------------------------------------------------------------------
 DQ1205  NETWORK    0.68   1.67           0.31   0.24   0.85      0.07429796
 DQ1205  -------------------------------------------------------------------
 DQ1205  Click here for local accuracies and other accuracy information.
 DQ1205
 DQ1205.The horizontal coordinates were established by GPS observations
 DQ1205.and adjusted by the MN DEPT OF TRANSP in June 2023.
 DQ1205
 DQ1205.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DQ1205.been affixed to the stable North American tectonic plate. See 
 DQ1205.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DQ1205
 DQ1205.The horizontal coordinates are valid at the epoch date displayed above
 DQ1205.which is a decimal equivalence of Year/Month/Day.
 DQ1205
 DQ1205.The orthometric height was determined by differential leveling and
 DQ1205.adjusted by the NATIONAL GEODETIC SURVEY
 DQ1205.in February 2020.
 DQ1205
 DQ1205.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ1205.GEOID18 height accuracy estimate available here.
 DQ1205
 DQ1205.Click photographs - Photos may exist for this station.
 DQ1205
 DQ1205.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DQ1205
 DQ1205.The Laplace correction was computed from DEFLEC18 derived deflections.
 DQ1205
 DQ1205.The ellipsoidal height was determined by GPS observations
 DQ1205.and is referenced to NAD 83.
 DQ1205
 DQ1205.The dynamic height is computed by dividing the NAVD 88
 DQ1205.geopotential number by the normal gravity value computed on the
 DQ1205.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ1205.degrees latitude (g = 980.6199 gals.).
 DQ1205
 DQ1205.The modeled gravity was interpolated from observed gravity values.
 DQ1205
 DQ1205. The following values were computed from the NAD 83(2011) position.
 DQ1205
 DQ1205;                    North         East     Units Scale Factor Converg.
 DQ1205;SPC MN C     -   328,093.996   772,599.114   MT  1.00000034   -0 15 39.1
 DQ1205;SPC MN C     - 1,076,421.72  2,534,768.93   sFT  1.00000034   -0 15 39.1
 DQ1205;UTM  15      - 5,212,151.898   377,670.600   MT  0.99978392   -1 10 44.6
 DQ1205
 DQ1205!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DQ1205!SPC MN C     -   0.99993973  x   1.00000034  =   0.99994007
 DQ1205!UTM  15      -   0.99993973  x   0.99978392  =   0.99972366
 DQ1205
 DQ1205_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUN7767012151(NAD 83)
 DQ1205
 DQ1205                          SUPERSEDED SURVEY CONTROL
 DQ1205
 DQ1205  NAVD 88 (08/26/19)  412.220  (m)         1352.43   (f) SUPERSEDED  2 1
 DQ1205  NAVD 88 (05/02/18)  412.209  (m)         1352.39   (f) SUPERSEDED  2 1
 DQ1205
 DQ1205.Superseded values are not recommended for survey control.
 DQ1205
 DQ1205.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DQ1205.See file dsdata.pdf to determine how the superseded data were derived.
 DQ1205
 DQ1205_MARKER: I = METAL ROD
 DQ1205_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DQ1205_STAMPING: 1105 E 2014
 DQ1205_MARK LOGO: MNDT
 DQ1205_PROJECTION: RECESSED 3 CENTIMETERS
 DQ1205_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DQ1205_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ1205_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ1205+SATELLITE: SATELLITE OBSERVATIONS - May 17, 2023
 DQ1205_ROD/PIPE-DEPTH: 5.8 meters
 DQ1205
 DQ1205  HISTORY     - Date     Condition        Report By
 DQ1205  HISTORY     - 20141007 MONUMENTED       MNDT
 DQ1205  HISTORY     - 20230216 GOOD             MNDT
 DQ1205  HISTORY     - 20230517 GOOD             MNDT
 DQ1205
 DQ1205                          STATION DESCRIPTION
 DQ1205
 DQ1205'DESCRIBED BY MN DEPT OF TRANSP 2014
 DQ1205'THE STATION IS LOCATED ABOUT 8.3 MI (13.4 KM) SOUTH-SOUTHEAST OF
 DQ1205'BENEDICT, 6.4 MI (10.3 KM) EAST-NORTHEAST OF AKELEY AND 3.6 MI (5.8
 DQ1205'KM) SOUTH-SOUTHWEST OF WALKER.
 DQ1205'
 DQ1205'TO REACH THE MARK GO 3.75 MI (6.0 KM) SOUTHWEST ALONG TRUNK HIGHWAY 34
 DQ1205'FROM THE JUNCTION OF TRUNK HIGHWAY 34 AND TRUNK HIGHWAY 371 IN WALKER,
 DQ1205'AT TRUNK HIGHWAY 34 MILE POINT 99.4.
 DQ1205'
 DQ1205'THE MARK IS LOCATED 60.3 FT (18.4 M) NORTH-NORTHWEST OF TRUNK HIGHWAY
 DQ1205'34 FOG LINE, 49.0 FT (14.9 M) SOUTHWEST OF POWER POLE WITH GUY WIRE.
 DQ1205'
 DQ1205'NOTE - THE STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM
 DQ1205'ROD DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION REMOVABLE
 DQ1205'DISK SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH
 DQ1205'PVC PIPE BACK FILLED WITH WASHED SAND.
 DQ1205
 DQ1205                          STATION RECOVERY (2023)
 DQ1205
 DQ1205'RECOVERY NOTE BY MN DEPT OF TRANSP 2023 (TXD)
 DQ1205'RECOVERED AS DESCRIBED.
 DQ1205
 DQ1205                          STATION RECOVERY (2023)
 DQ1205
 DQ1205'RECOVERY NOTE BY MN DEPT OF TRANSP 2023 (TJD)
 DQ1205'3.75 MI (6.03 KM) SOUTH-SOUTHWEST OF WALKER, 3.75 MI (6.03 KM)
 DQ1205'SOUTHWEST ALONG TRUNK HIGHWAY 34 FROM THE JUNCTION OF TRUNK HIGHWAY 34
 DQ1205'AND TRUNK HIGHWAY 371 IN WALKER, AT TRUNK HIGHWAY 34 MILE POINT 99.4,
 DQ1205'60.3 FT (18.4 M) NORTH-NORTHWEST OF A TRUNK HIGHWAY 34 FOG LINE, 49.0
 DQ1205'FT (14.9 M) SOUTHWEST OF A POWER POLE WITH A GUY WIRE, 1.5 FT (0.5 M)
 DQ1205'SOUTH-SOUTHEAST OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DQ1203 ***********************************************************************
 DQ1203  DESIGNATION -  1105 F
 DQ1203  PID         -  DQ1203
 DQ1203  STATE/COUNTY-  MN/CASS
 DQ1203  COUNTRY     -  US
 DQ1203  USGS QUAD   -  AKELEY (2019)
 DQ1203
 DQ1203                         *CURRENT SURVEY CONTROL
 DQ1203  ______________________________________________________________________
 DQ1203* NAD 83(2011) POSITION- 47 02 41.84316(N) 094 37 44.94982(W)   ADJUSTED
 DQ1203* NAD 83(2011) ELLIP HT-   382.620 (meters)        (06/14/23)   ADJUSTED
 DQ1203* NAD 83(2011) EPOCH   -  2010.00
 DQ1203* NAVD 88 ORTHO HEIGHT -   410.284 (meters)     1346.07  (feet) ADJUSTED
 DQ1203  ______________________________________________________________________
 DQ1203  GEOID HEIGHT    -        -27.661 (meters)                     GEOID18
 DQ1203  NAD 83(2011) X  -   -351,417.856 (meters)                     COMP
 DQ1203  NAD 83(2011) Y  - -4,340,087.946 (meters)                     COMP
 DQ1203  NAD 83(2011) Z  -  4,645,451.925 (meters)                     COMP
 DQ1203  LAPLACE CORR    -         -3.44  (seconds)                    DEFLEC18
 DQ1203  DYNAMIC HEIGHT  -        410.325 (meters)     1346.21  (feet) COMP
 DQ1203  MODELED GRAVITY -    980,700.8   (mgal)                       NAVD 88
 DQ1203
 DQ1203  VERT ORDER      -  SECOND    CLASS I
 DQ1203
 DQ1203  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DQ1203  Standards:
 DQ1203         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DQ1203            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DQ1203  -------------------------------------------------------------------
 DQ1203  NETWORK    0.72   1.76           0.33   0.25   0.90     -0.12294792
 DQ1203  -------------------------------------------------------------------
 DQ1203  Click here for local accuracies and other accuracy information.
 DQ1203
 DQ1203.The horizontal coordinates were established by GPS observations
 DQ1203.and adjusted by the MN DEPT OF TRANSP in June 2023.
 DQ1203
 DQ1203.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DQ1203.been affixed to the stable North American tectonic plate. See 
 DQ1203.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DQ1203
 DQ1203.The horizontal coordinates are valid at the epoch date displayed above
 DQ1203.which is a decimal equivalence of Year/Month/Day.
 DQ1203
 DQ1203.The orthometric height was determined by differential leveling and
 DQ1203.adjusted by the NATIONAL GEODETIC SURVEY
 DQ1203.in February 2020.
 DQ1203
 DQ1203.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ1203.GEOID18 height accuracy estimate available here.
 DQ1203
 DQ1203.Click photographs - Photos may exist for this station.
 DQ1203
 DQ1203.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DQ1203
 DQ1203.The Laplace correction was computed from DEFLEC18 derived deflections.
 DQ1203
 DQ1203.The ellipsoidal height was determined by GPS observations
 DQ1203.and is referenced to NAD 83.
 DQ1203
 DQ1203.The dynamic height is computed by dividing the NAVD 88
 DQ1203.geopotential number by the normal gravity value computed on the
 DQ1203.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ1203.degrees latitude (g = 980.6199 gals.).
 DQ1203
 DQ1203.The modeled gravity was interpolated from observed gravity values.
 DQ1203
 DQ1203. The following values were computed from the NAD 83(2011) position.
 DQ1203
 DQ1203;                    North         East     Units Scale Factor Converg.
 DQ1203;SPC MN C     -   327,367.053   771,187.500   MT  0.99999890   -0 16 27.4
 DQ1203;SPC MN C     - 1,074,036.74  2,530,137.66   sFT  0.99999890   -0 16 27.4
 DQ1203;UTM  15      - 5,211,447.821   376,247.822   MT  0.99978822   -1 11 33.0
 DQ1203
 DQ1203!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DQ1203!SPC MN C     -   0.99994003  x   0.99999890  =   0.99993893
 DQ1203!UTM  15      -   0.99994003  x   0.99978822  =   0.99972826
 DQ1203
 DQ1203_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUN7624711447(NAD 83)
 DQ1203
 DQ1203                          SUPERSEDED SURVEY CONTROL
 DQ1203
 DQ1203  NAVD 88 (08/26/19)  410.282  (m)         1346.07   (f) SUPERSEDED  2 1
 DQ1203  NAVD 88 (05/02/18)  410.271  (m)         1346.03   (f) SUPERSEDED  2 1
 DQ1203
 DQ1203.Superseded values are not recommended for survey control.
 DQ1203
 DQ1203.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DQ1203.See file dsdata.pdf to determine how the superseded data were derived.
 DQ1203
 DQ1203_MARKER: I = METAL ROD
 DQ1203_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DQ1203_STAMPING: 1105 F 2014
 DQ1203_MARK LOGO: MNDT
 DQ1203_PROJECTION: RECESSED 3 CENTIMETERS
 DQ1203_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DQ1203_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ1203_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ1203+SATELLITE: SATELLITE OBSERVATIONS - May 17, 2023
 DQ1203_ROD/PIPE-DEPTH: 28.7 meters
 DQ1203
 DQ1203  HISTORY     - Date     Condition        Report By
 DQ1203  HISTORY     - 20141007 MONUMENTED       MNDT
 DQ1203  HISTORY     - 20210707 GOOD             MNDT
 DQ1203  HISTORY     - 20230227 GOOD             MNDT
 DQ1203  HISTORY     - 20230517 GOOD             MNDT
 DQ1203
 DQ1203                          STATION DESCRIPTION
 DQ1203
 DQ1203'DESCRIBED BY MN DEPT OF TRANSP 2014
 DQ1203'THE STATION IS LOCATED ABOUT 8.3 MI (13.4 KM) SOUTH-SOUTHEAST OF
 DQ1203'BENEDICT, 5.4 MI (8.7 KM) EAST-NORTHEAST OF AKELEY AND 4.4 MI (7.1 KM)
 DQ1203'SOUTH-SOUTHWEST OF WALKER.
 DQ1203'
 DQ1203'TO REACH THE MARK GO 4.75 MI (7.6 KM) SOUTHWEST ALONG TRUNK HIGHWAY 34
 DQ1203'FROM THE JUNCTION OF TRUNK HIGHWAY 34 AND TRUNK HIGHWAY 371 IN WALKER,
 DQ1203'AT TRUNK HIGHWAY 34 MILE POINT 98.4.
 DQ1203'
 DQ1203'THE MARK IS LOCATED 29.0 FT (8.8 M) NORTHWEST OF TRUNK HIGHWAY 34, 1.5
 DQ1203'FT (0.5 M) SOUTHWEST OF A WITNESS POST.
 DQ1203'
 DQ1203'NOTE - THE STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM
 DQ1203'ROD DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION REMOVABLE
 DQ1203'DISK SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH
 DQ1203'PVC PIPE BACK FILLED WITH WASHED SAND.
 DQ1203
 DQ1203                          STATION RECOVERY (2021)
 DQ1203
 DQ1203'RECOVERY NOTE BY MN DEPT OF TRANSP 2021 (KMS)
 DQ1203'RECOVERED IN GOOD CONDITION.
 DQ1203
 DQ1203                          STATION RECOVERY (2023)
 DQ1203
 DQ1203'RECOVERY NOTE BY MN DEPT OF TRANSP 2023 (MPP)
 DQ1203'RECOVERED AS DESCRIBED.
 DQ1203
 DQ1203                          STATION RECOVERY (2023)
 DQ1203
 DQ1203'RECOVERY NOTE BY MN DEPT OF TRANSP 2023 (TJD)
 DQ1203'4.7 MI (7.6 KM) SOUTHWEST OF WALKER, 4.75 MI (7.64 KM) SOUTHWEST ALONG
 DQ1203'TRUNK HIGHWAY 34 FROM THE JUNCTION OF TRUNK HIGHWAY 34 AND TRUNK
 DQ1203'HIGHWAY 371 IN WALKER, AT TRUNK HIGHWAY 34 MILE POINT 98.4, 29.0 FT
 DQ1203'(8.8 M) NORTHWEST OF TRUNK HIGHWAY 34, 1.5 FT (0.5 M) SOUTHWEST OF A
 DQ1203'WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DQ1200 ***********************************************************************
 DQ1200  DESIGNATION -  1105 G
 DQ1200  PID         -  DQ1200
 DQ1200  STATE/COUNTY-  MN/CASS
 DQ1200  COUNTRY     -  US
 DQ1200  USGS QUAD   -  AKELEY (2019)
 DQ1200
 DQ1200                         *CURRENT SURVEY CONTROL
 DQ1200  ______________________________________________________________________
 DQ1200* NAD 83(2011) POSITION- 47 01 30.33245(N) 094 39 49.30654(W)   ADJUSTED
 DQ1200* NAD 83(2011) ELLIP HT-   395.359 (meters)        (06/14/23)   ADJUSTED
 DQ1200* NAD 83(2011) EPOCH   -  2010.00
 DQ1200* NAVD 88 ORTHO HEIGHT -   422.997 (meters)     1387.78  (feet) ADJUSTED
 DQ1200  ______________________________________________________________________
 DQ1200  GEOID HEIGHT    -        -27.634 (meters)                     GEOID18
 DQ1200  NAD 83(2011) X  -   -354,166.529 (meters)                     COMP
 DQ1200  NAD 83(2011) Y  - -4,341,494.673 (meters)                     COMP
 DQ1200  NAD 83(2011) Z  -  4,643,956.071 (meters)                     COMP
 DQ1200  LAPLACE CORR    -         -2.49  (seconds)                    DEFLEC18
 DQ1200  DYNAMIC HEIGHT  -        423.035 (meters)     1387.91  (feet) COMP
 DQ1200  MODELED GRAVITY -    980,690.5   (mgal)                       NAVD 88
 DQ1200
 DQ1200  VERT ORDER      -  SECOND    CLASS I
 DQ1200
 DQ1200  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DQ1200  Standards:
 DQ1200         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DQ1200            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DQ1200  -------------------------------------------------------------------
 DQ1200  NETWORK    0.61   1.39           0.28   0.21   0.71     -0.06813123
 DQ1200  -------------------------------------------------------------------
 DQ1200  Click here for local accuracies and other accuracy information.
 DQ1200
 DQ1200.The horizontal coordinates were established by GPS observations
 DQ1200.and adjusted by the MN DEPT OF TRANSP in June 2023.
 DQ1200
 DQ1200.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DQ1200.been affixed to the stable North American tectonic plate. See 
 DQ1200.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DQ1200
 DQ1200.The horizontal coordinates are valid at the epoch date displayed above
 DQ1200.which is a decimal equivalence of Year/Month/Day.
 DQ1200
 DQ1200.The orthometric height was determined by differential leveling and
 DQ1200.adjusted by the NATIONAL GEODETIC SURVEY
 DQ1200.in February 2020.
 DQ1200
 DQ1200.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ1200.GEOID18 height accuracy estimate available here.
 DQ1200
 DQ1200.Click photographs - Photos may exist for this station.
 DQ1200
 DQ1200.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DQ1200
 DQ1200.The Laplace correction was computed from DEFLEC18 derived deflections.
 DQ1200
 DQ1200.The ellipsoidal height was determined by GPS observations
 DQ1200.and is referenced to NAD 83.
 DQ1200
 DQ1200.The dynamic height is computed by dividing the NAVD 88
 DQ1200.geopotential number by the normal gravity value computed on the
 DQ1200.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ1200.degrees latitude (g = 980.6199 gals.).
 DQ1200
 DQ1200.The modeled gravity was interpolated from observed gravity values.
 DQ1200
 DQ1200. The following values were computed from the NAD 83(2011) position.
 DQ1200
 DQ1200;                    North         East     Units Scale Factor Converg.
 DQ1200;SPC MN C     -   325,171.908   768,550.963   MT  0.99999465   -0 17 57.3
 DQ1200;SPC MN C     - 1,066,834.83  2,521,487.62   sFT  0.99999465   -0 17 57.3
 DQ1200;UTM  15      - 5,209,295.647   373,576.993   MT  0.99979644   -1 13 02.7
 DQ1200
 DQ1200!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DQ1200!SPC MN C     -   0.99993803  x   0.99999465  =   0.99993268
 DQ1200!UTM  15      -   0.99993803  x   0.99979644  =   0.99973448
 DQ1200
 DQ1200_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUN7357609295(NAD 83)
 DQ1200
 DQ1200                          SUPERSEDED SURVEY CONTROL
 DQ1200
 DQ1200  NAVD 88 (08/26/19)  422.996  (m)         1387.78   (f) SUPERSEDED  2 1
 DQ1200  NAVD 88 (05/02/18)  422.984  (m)         1387.74   (f) SUPERSEDED  2 1
 DQ1200
 DQ1200.Superseded values are not recommended for survey control.
 DQ1200
 DQ1200.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DQ1200.See file dsdata.pdf to determine how the superseded data were derived.
 DQ1200
 DQ1200_MARKER: I = METAL ROD
 DQ1200_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DQ1200_STAMPING: 1105 G 2014
 DQ1200_MARK LOGO: MNDT
 DQ1200_PROJECTION: RECESSED 3 CENTIMETERS
 DQ1200_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DQ1200_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ1200_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ1200+SATELLITE: SATELLITE OBSERVATIONS - May 17, 2023
 DQ1200_ROD/PIPE-DEPTH: 13.4 meters
 DQ1200
 DQ1200  HISTORY     - Date     Condition        Report By
 DQ1200  HISTORY     - 20141007 MONUMENTED       MNDT
 DQ1200  HISTORY     - 20210707 GOOD             MNDT
 DQ1200  HISTORY     - 20230222 GOOD             MNDT
 DQ1200  HISTORY     - 20230517 GOOD             MNDT
 DQ1200
 DQ1200                          STATION DESCRIPTION
 DQ1200
 DQ1200'DESCRIBED BY MN DEPT OF TRANSP 2014
 DQ1200'THE STATION IS LOCATED ABOUT 9.3 MI (15.0 KM) EAST-NORTHEAST OF NEVIS,
 DQ1200'6.4 MI (10.3 KM) SOUTHWEST OF WALKER AND 3.3 MI (5.3 KM)
 DQ1200'EAST-NORTHEAST OF AKELEY.
 DQ1200'
 DQ1200'TO REACH THE MARK GO 6.9 MI (11.1 KM) SOUTHWEST ALONG TRUNK HIGHWAY 34
 DQ1200'FROM THE JUNCTION OF TRUNK HIGHWAY 34 AND TRUNK HIGHWAY 371 IN WALKER,
 DQ1200'AT TRUNK HIGHWAY 34 MILE POINT 96.25.
 DQ1200'
 DQ1200'THE MARK IS LOCATED 72.7 FT (22.2 M) NORTH-NORTHWEST OF TRUNK HIGHWAY
 DQ1200'34, 55.0 FT (16.8 M) EAST OF COUNTY ROAD 87, 26.0 FT (7.9 M) NORTHWEST
 DQ1200'OF BIKE PATH, 44.4 FT (13.5 M) SOUTHWEST OF POWER POLE, 1.5 FT (0.5 M)
 DQ1200'SOUTH-SOUTHWEST OF A WITNESS POST.
 DQ1200'
 DQ1200'NOTE - THE STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM
 DQ1200'ROD DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION REMOVABLE
 DQ1200'DISK SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH
 DQ1200'PVC PIPE BACK FILLED WITH WASHED SAND.
 DQ1200
 DQ1200                          STATION RECOVERY (2021)
 DQ1200
 DQ1200'RECOVERY NOTE BY MN DEPT OF TRANSP 2021 (KMS)
 DQ1200'RECOVERED IN GOOD CONDITION.
 DQ1200
 DQ1200                          STATION RECOVERY (2023)
 DQ1200
 DQ1200'RECOVERY NOTE BY MN DEPT OF TRANSP 2023 (AXH)
 DQ1200'RECOVERED AS DESCRIBED.
 DQ1200
 DQ1200                          STATION RECOVERY (2023)
 DQ1200
 DQ1200'RECOVERY NOTE BY MN DEPT OF TRANSP 2023 (TJD)
 DQ1200'7.0 MI (11.3 KM) SOUTHWEST OF WALKER, 6.9 MI (11.1 KM) SOUTHWEST ALONG
 DQ1200'TRUNK HIGHWAY 34 FROM THE JUNCTION OF TRUNK HIGHWAY 34 AND TRUNK
 DQ1200'HIGHWAY 371 IN WALKER, AT TRUNK HIGHWAY 34 MILE POINT 96.25, 72.7 FT
 DQ1200'(22.2 M) NORTH-NORTHWEST OF TRUNK HIGHWAY 34, 55.0 FT (16.8 M) EAST OF
 DQ1200'COUNTY ROAD 87, 26.0 FT (7.9 M) NORTHWEST OF A BIKE PATH, 44.4 FT
 DQ1200'(13.5 M) SOUTHWEST OF A POWER POLE, 1.5 FT (0.5 M) SOUTH-SOUTHWEST OF
 DQ1200'A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DQ3738 ***********************************************************************
 DQ3738  DESIGNATION -  1106 A RESET
 DQ3738  PID         -  DQ3738
 DQ3738  STATE/COUNTY-  MN/CASS
 DQ3738  COUNTRY     -  US
 DQ3738  USGS QUAD   -  WALKER (2019)
 DQ3738
 DQ3738                         *CURRENT SURVEY CONTROL
 DQ3738  ______________________________________________________________________
 DQ3738* NAD 83(2011) POSITION- 47 03 10.88206(N) 094 30 47.09372(W)   ADJUSTED
 DQ3738* NAD 83(2011) ELLIP HT-   417.852 (meters)        (09/06/16)   ADJUSTED
 DQ3738* NAD 83(2011) EPOCH   -  2010.00
 DQ3738* NAVD 88 ORTHO HEIGHT -   445.707 (meters)     1462.29  (feet) ADJUSTED
 DQ3738  ______________________________________________________________________
 DQ3738  GEOID HEIGHT    -        -27.852 (meters)                     GEOID18
 DQ3738  NAD 83(2011) X  -   -342,575.127 (meters)                     COMP
 DQ3738  NAD 83(2011) Y  - -4,340,160.510 (meters)                     COMP
 DQ3738  NAD 83(2011) Z  -  4,646,088.773 (meters)                     COMP
 DQ3738  LAPLACE CORR    -         -3.39  (seconds)                    DEFLEC18
 DQ3738  DYNAMIC HEIGHT  -        445.738 (meters)     1462.39  (feet) COMP
 DQ3738  MODELED GRAVITY -    980,669.2   (mgal)                       NAVD 88
 DQ3738
 DQ3738  VERT ORDER      -  SECOND    CLASS I
 DQ3738
 DQ3738  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DQ3738  Standards:
 DQ3738         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DQ3738            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DQ3738  -------------------------------------------------------------------
 DQ3738  NETWORK    0.52   1.51           0.24   0.17   0.77      0.06591223
 DQ3738  -------------------------------------------------------------------
 DQ3738  Click here for local accuracies and other accuracy information.
 DQ3738
 DQ3738.The horizontal coordinates were established by GPS observations
 DQ3738.and adjusted by the MN DEPT OF TRANSP in September 2016.
 DQ3738
 DQ3738.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DQ3738.been affixed to the stable North American tectonic plate. See 
 DQ3738.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DQ3738
 DQ3738.The horizontal coordinates are valid at the epoch date displayed above
 DQ3738.which is a decimal equivalence of Year/Month/Day.
 DQ3738
 DQ3738.The orthometric height was determined by differential leveling and
 DQ3738.adjusted by the NATIONAL GEODETIC SURVEY
 DQ3738.in February 2020.
 DQ3738
 DQ3738.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ3738.GEOID18 height accuracy estimate available here.
 DQ3738
 DQ3738.Click photographs - Photos may exist for this station.
 DQ3738
 DQ3738.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DQ3738
 DQ3738.The Laplace correction was computed from DEFLEC18 derived deflections.
 DQ3738
 DQ3738.The ellipsoidal height was determined by GPS observations
 DQ3738.and is referenced to NAD 83.
 DQ3738
 DQ3738.The dynamic height is computed by dividing the NAVD 88
 DQ3738.geopotential number by the normal gravity value computed on the
 DQ3738.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ3738.degrees latitude (g = 980.6199 gals.).
 DQ3738
 DQ3738.The modeled gravity was interpolated from observed gravity values.
 DQ3738
 DQ3738. The following values were computed from the NAD 83(2011) position.
 DQ3738
 DQ3738;                    North         East     Units Scale Factor Converg.
 DQ3738;SPC MN C     -   328,228.039   780,010.894   MT  1.00000066   -0 11 25.1
 DQ3738;SPC MN C     - 1,076,861.49  2,559,085.74   sFT  1.00000066   -0 11 25.1
 DQ3738;UTM  15      - 5,212,167.202   385,081.890   MT  0.99976231   -1 06 27.6
 DQ3738
 DQ3738!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DQ3738!SPC MN C     -   0.99993451  x   1.00000066  =   0.99993517
 DQ3738!UTM  15      -   0.99993451  x   0.99976231  =   0.99969683
 DQ3738
 DQ3738_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUN8508112167(NAD 83)
 DQ3738
 DQ3738                          SUPERSEDED SURVEY CONTROL
 DQ3738
 DQ3738  NAVD 88 (05/02/18)  445.705  (m)         1462.28   (f) SUPERSEDED  2 1
 DQ3738
 DQ3738.Superseded values are not recommended for survey control.
 DQ3738
 DQ3738.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DQ3738.See file dsdata.pdf to determine how the superseded data were derived.
 DQ3738
 DQ3738_MARKER: I = METAL ROD
 DQ3738_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DQ3738_STAMPING: 1106 A RESET 2014
 DQ3738_MARK LOGO: MNDT
 DQ3738_PROJECTION: RECESSED 8 CENTIMETERS
 DQ3738_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DQ3738_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ3738_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ3738+SATELLITE: SATELLITE OBSERVATIONS - May 16, 2023
 DQ3738_ROD/PIPE-DEPTH: 6.1 meters
 DQ3738
 DQ3738  HISTORY     - Date     Condition        Report By
 DQ3738  HISTORY     - 20140813 MONUMENTED       MNDT
 DQ3738  HISTORY     - 20160224 GOOD             MNDT
 DQ3738  HISTORY     - 20230516 GOOD             MNDT
 DQ3738
 DQ3738                          STATION DESCRIPTION
 DQ3738
 DQ3738'DESCRIBED BY MN DEPT OF TRANSP 2014 (MPP)
 DQ3738'4.5 MILES SOUTHEAST OF WALKER, 1.35 MILES EAST ALONG TRUNK HIGHWAY 200
 DQ3738'FROM JUNCTION OF TRUNK HIGHWAY 200 AND TRUNK HIGHWAY 371 (JUNCTION IS
 DQ3738'4.0 MILES SOUTHEAST OF WALKER), AT TRUNK HIGHWAY 200 MILEPOINT 129.7,
 DQ3738'120.0 FEET NORTH OF TRUNK HIGHWAY 200, 33.0 FEET EAST OF 44TH AVENUE
 DQ3738'NORTHWEST, 96.0 FEET EAST OF POWER POLE, 1.0 FOOT SOUTH OF WITNESS
 DQ3738'POST.
 DQ3738'
 DQ3738'THE STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM ROD
 DQ3738'DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION REMOVABLE DISK
 DQ3738'SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH PVC
 DQ3738'PIPE BACK FILLED WITH WASHED SAND.
 DQ3738
 DQ3738                          STATION RECOVERY (2016)
 DQ3738
 DQ3738'RECOVERY NOTE BY MN DEPT OF TRANSP 2016 (MPP)
 DQ3738'RECOVERED IN GOOD CONDITION.
 DQ3738
 DQ3738                          STATION RECOVERY (2023)
 DQ3738
 DQ3738'RECOVERY NOTE BY MN DEPT OF TRANSP 2023 (KMS)
 DQ3738'4.5 MI (7.2 KM) SOUTHEAST OF WALKER, 1.35 MI (2.17 KM) EAST ALONG
 DQ3738'TRUNK HIGHWAY 200 FROM THE JUNCTION OF TRUNK HIGHWAY 200 AND TRUNK
 DQ3738'HIGHWAY 371 (THE JUNCTION IS 4.0 MI (6.4 KM) SOUTHEAST OF WALKER), AT
 DQ3738'TRUNK HIGHWAY 200 MILE POINT 129.7, 120.0 FT (36.6 M) NORTH OF TRUNK
 DQ3738'HIGHWAY 200, 33.0 FT (10.1 M) EAST OF 44TH AVENUE NORTHWEST, 96.0 FT
 DQ3738'(29.3 M) EAST OF A POWER POLE, 1.0 FT (0.3 M) SOUTH OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DQ3739 ***********************************************************************
 DQ3739  DESIGNATION -  1106 B RESET
 DQ3739  PID         -  DQ3739
 DQ3739  STATE/COUNTY-  MN/CASS
 DQ3739  COUNTRY     -  US
 DQ3739  USGS QUAD   -  JACK LAKE (2019)
 DQ3739
 DQ3739                         *CURRENT SURVEY CONTROL
 DQ3739  ______________________________________________________________________
 DQ3739* NAD 83(2011) POSITION- 47 03 21.17696(N) 094 29 11.99374(W)   ADJUSTED
 DQ3739* NAD 83(2011) ELLIP HT-   389.101 (meters)        (09/06/16)   ADJUSTED
 DQ3739* NAD 83(2011) EPOCH   -  2010.00
 DQ3739* NAVD 88 ORTHO HEIGHT -   416.975 (meters)     1368.03  (feet) ADJUSTED
 DQ3739  ______________________________________________________________________
 DQ3739  GEOID HEIGHT    -        -27.879 (meters)                     GEOID18
 DQ3739  NAD 83(2011) X  -   -340,554.288 (meters)                     COMP
 DQ3739  NAD 83(2011) Y  - -4,340,066.450 (meters)                     COMP
 DQ3739  NAD 83(2011) Z  -  4,646,284.339 (meters)                     COMP
 DQ3739  LAPLACE CORR    -         -2.54  (seconds)                    DEFLEC18
 DQ3739  DYNAMIC HEIGHT  -        417.009 (meters)     1368.14  (feet) COMP
 DQ3739  MODELED GRAVITY -    980,682.7   (mgal)                       NAVD 88
 DQ3739
 DQ3739  VERT ORDER      -  SECOND    CLASS I
 DQ3739
 DQ3739  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DQ3739  Standards:
 DQ3739         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DQ3739            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DQ3739  -------------------------------------------------------------------
 DQ3739  NETWORK    0.50   1.49           0.23   0.17   0.76      0.09188508
 DQ3739  -------------------------------------------------------------------
 DQ3739  Click here for local accuracies and other accuracy information.
 DQ3739
 DQ3739.The horizontal coordinates were established by GPS observations
 DQ3739.and adjusted by the MN DEPT OF TRANSP in September 2016.
 DQ3739
 DQ3739.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DQ3739.been affixed to the stable North American tectonic plate. See 
 DQ3739.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DQ3739
 DQ3739.The horizontal coordinates are valid at the epoch date displayed above
 DQ3739.which is a decimal equivalence of Year/Month/Day.
 DQ3739
 DQ3739.The orthometric height was determined by differential leveling and
 DQ3739.adjusted by the NATIONAL GEODETIC SURVEY
 DQ3739.in February 2020.
 DQ3739
 DQ3739.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ3739.GEOID18 height accuracy estimate available here.
 DQ3739
 DQ3739.Click photographs - Photos may exist for this station.
 DQ3739
 DQ3739.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DQ3739
 DQ3739.The Laplace correction was computed from DEFLEC18 derived deflections.
 DQ3739
 DQ3739.The ellipsoidal height was determined by GPS observations
 DQ3739.and is referenced to NAD 83.
 DQ3739
 DQ3739.The dynamic height is computed by dividing the NAVD 88
 DQ3739.geopotential number by the normal gravity value computed on the
 DQ3739.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ3739.degrees latitude (g = 980.6199 gals.).
 DQ3739
 DQ3739.The modeled gravity was interpolated from observed gravity values.
 DQ3739
 DQ3739. The following values were computed from the NAD 83(2011) position.
 DQ3739
 DQ3739;                    North         East     Units Scale Factor Converg.
 DQ3739;SPC MN C     -   328,539.624   782,018.992   MT  1.00000129   -0 10 16.3
 DQ3739;SPC MN C     - 1,077,883.75  2,565,673.98   sFT  1.00000129   -0 10 16.3
 DQ3739;UTM  15      - 5,212,446.532   387,094.233   MT  0.99975667   -1 05 18.2
 DQ3739
 DQ3739!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DQ3739!SPC MN C     -   0.99993901  x   1.00000129  =   0.99994030
 DQ3739!UTM  15      -   0.99993901  x   0.99975667  =   0.99969570
 DQ3739
 DQ3739_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUN8709412446(NAD 83)
 DQ3739
 DQ3739                          SUPERSEDED SURVEY CONTROL
 DQ3739
 DQ3739  NAVD 88 (05/02/18)  416.972  (m)         1368.02   (f) SUPERSEDED  2 1
 DQ3739
 DQ3739.Superseded values are not recommended for survey control.
 DQ3739
 DQ3739.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DQ3739.See file dsdata.pdf to determine how the superseded data were derived.
 DQ3739
 DQ3739_MARKER: I = METAL ROD
 DQ3739_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DQ3739_STAMPING: 1106 B RESET 2014
 DQ3739_MARK LOGO: MNDT
 DQ3739_PROJECTION: RECESSED 8 CENTIMETERS
 DQ3739_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DQ3739_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ3739_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ3739+SATELLITE: SATELLITE OBSERVATIONS - May 16, 2023
 DQ3739_ROD/PIPE-DEPTH: 6.1 meters
 DQ3739
 DQ3739  HISTORY     - Date     Condition        Report By
 DQ3739  HISTORY     - 20140820 MONUMENTED       MNDT
 DQ3739  HISTORY     - 20160224 GOOD             MNDT
 DQ3739  HISTORY     - 20230516 GOOD             MNDT
 DQ3739
 DQ3739                          STATION DESCRIPTION
 DQ3739
 DQ3739'DESCRIBED BY MN DEPT OF TRANSP 2014 (KXS)
 DQ3739'5.5 MILES SOUTHEAST OF WALKER, 2.6 MILES EAST ALONG TRUNK HIGHWAY 200
 DQ3739'FROM JUNCTION OF TRUNK HIGHWAY 200 AND TRUNK HIGHWAY 371 (JUNCTION IS
 DQ3739'4.0 MILES SOUTHEAST OF WALKER), AT TRUNK HIGHWAY 200 MILEPOINT 31.0,
 DQ3739'309.0 FEET NORTH OF TRUNK HIGHWAY 200, 39.O FEET EAST OF 39TH AVENUE
 DQ3739'NORTHWEST.
 DQ3739'
 DQ3739'THE STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM ROD
 DQ3739'DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION REMOVABLE DISK
 DQ3739'SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH PVC
 DQ3739'PIPE BACK FILLED WITH WASHED SAND.
 DQ3739
 DQ3739                          STATION RECOVERY (2016)
 DQ3739
 DQ3739'RECOVERY NOTE BY MN DEPT OF TRANSP 2016 (KXS)
 DQ3739'RECOVERED IN GOOD CONDITION.
 DQ3739
 DQ3739                          STATION RECOVERY (2023)
 DQ3739
 DQ3739'RECOVERY NOTE BY MN DEPT OF TRANSP 2023 (KMS)
 DQ3739'5.5 MI (8.8 KM) SOUTHEAST OF WALKER, 2.6 MI (4.2 KM) EAST ALONG TRUNK
 DQ3739'HIGHWAY 200 FROM THE JUNCTION OF TRUNK HIGHWAY 200 AND TRUNK HIGHWAY
 DQ3739'371 (THE JUNCTION IS 4.0 MI (6.4 KM) SOUTHEAST OF WALKER), AT TRUNK
 DQ3739'HIGHWAY 200 MILE POINT 31.0, 309.0 FT (94.2 M) NORTH OF TRUNK HIGHWAY
 DQ3739'200, 39.O FT (11.9 M) EAST OF 39TH AVENUE NORTHWEST, 9.4 FT (2.9 M)
 DQ3739'WEST OF A POWER POLE, 9.3 FT (2.8 M) WEST OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DQ3740 ***********************************************************************
 DQ3740  DESIGNATION -  1106 C RESET
 DQ3740  PID         -  DQ3740
 DQ3740  STATE/COUNTY-  MN/CASS
 DQ3740  COUNTRY     -  US
 DQ3740  USGS QUAD   -  JACK LAKE (2019)
 DQ3740
 DQ3740                         *CURRENT SURVEY CONTROL
 DQ3740  ______________________________________________________________________
 DQ3740* NAD 83(2011) POSITION- 47 03 07.10664(N) 094 27 10.90525(W)   ADJUSTED
 DQ3740* NAD 83(2011) ELLIP HT-   381.820 (meters)        (09/06/16)   ADJUSTED
 DQ3740* NAD 83(2011) EPOCH   -  2010.00
 DQ3740* NAVD 88 ORTHO HEIGHT -   409.708 (meters)     1344.18  (feet) ADJUSTED
 DQ3740  ______________________________________________________________________
 DQ3740  GEOID HEIGHT    -        -27.896 (meters)                     GEOID18
 DQ3740  NAD 83(2011) X  -   -338,030.689 (meters)                     COMP
 DQ3740  NAD 83(2011) Y  - -4,340,577.796 (meters)                     COMP
 DQ3740  NAD 83(2011) Z  -  4,645,982.958 (meters)                     COMP
 DQ3740  LAPLACE CORR    -         -1.80  (seconds)                    DEFLEC18
 DQ3740  DYNAMIC HEIGHT  -        409.746 (meters)     1344.31  (feet) COMP
 DQ3740  MODELED GRAVITY -    980,695.6   (mgal)                       NAVD 88
 DQ3740
 DQ3740  VERT ORDER      -  SECOND    CLASS I
 DQ3740
 DQ3740  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DQ3740  Standards:
 DQ3740         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DQ3740            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DQ3740  -------------------------------------------------------------------
 DQ3740  NETWORK    0.52   1.53           0.24   0.17   0.78      0.07476992
 DQ3740  -------------------------------------------------------------------
 DQ3740  Click here for local accuracies and other accuracy information.
 DQ3740
 DQ3740.The horizontal coordinates were established by GPS observations
 DQ3740.and adjusted by the MN DEPT OF TRANSP in September 2016.
 DQ3740
 DQ3740.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DQ3740.been affixed to the stable North American tectonic plate. See 
 DQ3740.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DQ3740
 DQ3740.The horizontal coordinates are valid at the epoch date displayed above
 DQ3740.which is a decimal equivalence of Year/Month/Day.
 DQ3740
 DQ3740.The orthometric height was determined by differential leveling and
 DQ3740.adjusted by the NATIONAL GEODETIC SURVEY
 DQ3740.in February 2020.
 DQ3740
 DQ3740.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ3740.GEOID18 height accuracy estimate available here.
 DQ3740
 DQ3740.Click photographs - Photos may exist for this station.
 DQ3740
 DQ3740.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DQ3740
 DQ3740.The Laplace correction was computed from DEFLEC18 derived deflections.
 DQ3740
 DQ3740.The ellipsoidal height was determined by GPS observations
 DQ3740.and is referenced to NAD 83.
 DQ3740
 DQ3740.The dynamic height is computed by dividing the NAVD 88
 DQ3740.geopotential number by the normal gravity value computed on the
 DQ3740.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ3740.degrees latitude (g = 980.6199 gals.).
 DQ3740
 DQ3740.The modeled gravity was interpolated from observed gravity values.
 DQ3740
 DQ3740. The following values were computed from the NAD 83(2011) position.
 DQ3740
 DQ3740;                    North         East     Units Scale Factor Converg.
 DQ3740;SPC MN C     -   328,098.025   784,573.400   MT  1.00000043   -0 08 48.7
 DQ3740;SPC MN C     - 1,076,434.94  2,574,054.56   sFT  1.00000043   -0 08 48.7
 DQ3740;UTM  15      - 5,211,964.228   389,640.615   MT  0.99974969   -1 03 49.3
 DQ3740
 DQ3740!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DQ3740!SPC MN C     -   0.99994015  x   1.00000043  =   0.99994058
 DQ3740!UTM  15      -   0.99994015  x   0.99974969  =   0.99968986
 DQ3740
 DQ3740_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUN8964011964(NAD 83)
 DQ3740
 DQ3740                          SUPERSEDED SURVEY CONTROL
 DQ3740
 DQ3740  NAVD 88 (05/02/18)  409.706  (m)         1344.18   (f) SUPERSEDED  2 1
 DQ3740
 DQ3740.Superseded values are not recommended for survey control.
 DQ3740
 DQ3740.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DQ3740.See file dsdata.pdf to determine how the superseded data were derived.
 DQ3740
 DQ3740_MARKER: I = METAL ROD
 DQ3740_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DQ3740_STAMPING: 1106 C RESET 2014
 DQ3740_MARK LOGO: MNDT
 DQ3740_PROJECTION: RECESSED 8 CENTIMETERS
 DQ3740_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DQ3740_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ3740_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ3740+SATELLITE: SATELLITE OBSERVATIONS - May 16, 2023
 DQ3740_ROD/PIPE-DEPTH: 15.2 meters
 DQ3740
 DQ3740  HISTORY     - Date     Condition        Report By
 DQ3740  HISTORY     - 20140820 MONUMENTED       MNDT
 DQ3740  HISTORY     - 20160224 GOOD             MNDT
 DQ3740  HISTORY     - 20230516 GOOD             MNDT
 DQ3740
 DQ3740                          STATION DESCRIPTION
 DQ3740
 DQ3740'DESCRIBED BY MN DEPT OF TRANSP 2014 (KXJ)
 DQ3740'7.0 MILES SOUTHEAST OF WALKER, 4.1 MILES EAST ALONG TRUNK HIGHWAY 200
 DQ3740'FROM JUNCTION OF TRUNK HIGHWAY 200 AND TRUNK HIGHWAY 371 IN WALKER, AT
 DQ3740'TRUNK HIGHWAY 200 MILEPOINT 132.50, 50.5 FEET NORTH OF TRUNK HIGHWAY
 DQ3740'200, 29.0 FEET EAST OF DRIVEWAY NUMBER 03276, 1.8 FEET SOUTH OF
 DQ3740'WITNESS POST.
 DQ3740'
 DQ3740'THE STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM ROD
 DQ3740'DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION REMOVABLE DISK
 DQ3740'SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH PVC
 DQ3740'PIPE BACK FILLED WITH WASHED SAND.
 DQ3740
 DQ3740                          STATION RECOVERY (2016)
 DQ3740
 DQ3740'RECOVERY NOTE BY MN DEPT OF TRANSP 2016 (KXJ)
 DQ3740'RECOVERED IN GOOD CONDITION.
 DQ3740
 DQ3740                          STATION RECOVERY (2023)
 DQ3740
 DQ3740'RECOVERY NOTE BY MN DEPT OF TRANSP 2023 (KMS)
 DQ3740'7.0 MI (11.3 KM) SOUTHEAST OF WALKER, 4.1 MI (6.6 KM) EAST ALONG TRUNK
 DQ3740'HIGHWAY 200 FROM THE JUNCTION OF TRUNK HIGHWAY 200 AND TRUNK HIGHWAY
 DQ3740'371 (THE JUNCTION IS 4.0 MI (6.4 KM) SOUTHEAST OF WALKER), AT TRUNK
 DQ3740'HIGHWAY 200 MILE POINT 132.50, 50.5 FT (15.4 M) NORTH OF TRUNK HIGHWAY
 DQ3740'200, 29.0 FT (8.8 M) EAST OF DRIVEWAY NUMBER 03276, 1.8 FT (0.5 M)
 DQ3740'SOUTH OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DE8356 ***********************************************************************
 DE8356  DESIGNATION -  1106 D
 DE8356  PID         -  DE8356
 DE8356  STATE/COUNTY-  MN/CASS
 DE8356  COUNTRY     -  US
 DE8356  USGS QUAD   -  JACK LAKE (2019)
 DE8356
 DE8356                         *CURRENT SURVEY CONTROL
 DE8356  ______________________________________________________________________
 DE8356* NAD 83(2011) POSITION- 47 03 06.15900(N) 094 24 31.85444(W)   ADJUSTED
 DE8356* NAD 83(2011) ELLIP HT-   389.463 (meters)        (06/27/12)   ADJUSTED
 DE8356* NAD 83(2011) EPOCH   -  2010.00
 DE8356* NAVD 88 ORTHO HEIGHT -   417.396 (meters)     1369.41  (feet) ADJUSTED
 DE8356  ______________________________________________________________________
 DE8356  GEOID HEIGHT    -        -27.927 (meters)                     GEOID18
 DE8356  NAD 83(2011) X  -   -334,685.616 (meters)                     COMP
 DE8356  NAD 83(2011) Y  - -4,340,863.711 (meters)                     COMP
 DE8356  NAD 83(2011) Z  -  4,645,968.613 (meters)                     COMP
 DE8356  LAPLACE CORR    -         -2.95  (seconds)                    DEFLEC18
 DE8356  DYNAMIC HEIGHT  -        417.439 (meters)     1369.55  (feet) COMP
 DE8356  MODELED GRAVITY -    980,703.5   (mgal)                       NAVD 88
 DE8356
 DE8356  VERT ORDER      -  SECOND    CLASS I
 DE8356
 DE8356  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DE8356  Standards:
 DE8356         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DE8356            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DE8356  -------------------------------------------------------------------
 DE8356  NETWORK    0.50   0.76           0.24   0.15   0.39      0.06477417
 DE8356  -------------------------------------------------------------------
 DE8356  Click here for local accuracies and other accuracy information.
 DE8356
 DE8356.The horizontal coordinates were established by GPS observations
 DE8356.and adjusted by the National Geodetic Survey in June 2012.
 DE8356
 DE8356.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DE8356.been affixed to the stable North American tectonic plate. See 
 DE8356.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DE8356
 DE8356.The horizontal coordinates are valid at the epoch date displayed above
 DE8356.which is a decimal equivalence of Year/Month/Day.
 DE8356
 DE8356.The orthometric height was determined by differential leveling and
 DE8356.adjusted by the NATIONAL GEODETIC SURVEY
 DE8356.in February 2020.
 DE8356
 DE8356.Significant digits in the geoid height do not necessarily reflect accuracy.
 DE8356.GEOID18 height accuracy estimate available here.
 DE8356
 DE8356.Click photographs - Photos may exist for this station.
 DE8356
 DE8356.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DE8356
 DE8356.The Laplace correction was computed from DEFLEC18 derived deflections.
 DE8356
 DE8356.The ellipsoidal height was determined by GPS observations
 DE8356.and is referenced to NAD 83.
 DE8356
 DE8356.The dynamic height is computed by dividing the NAVD 88
 DE8356.geopotential number by the normal gravity value computed on the
 DE8356.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE8356.degrees latitude (g = 980.6199 gals.).
 DE8356
 DE8356.The modeled gravity was interpolated from observed gravity values.
 DE8356
 DE8356. The following values were computed from the NAD 83(2011) position.
 DE8356
 DE8356;                    North         East     Units Scale Factor Converg.
 DE8356;SPC MN C     -   328,061.092   787,930.287   MT  1.00000037   -0 06 53.7
 DE8356;SPC MN C     - 1,076,313.77  2,585,067.95   sFT  1.00000037   -0 06 53.7
 DE8356;UTM  15      - 5,211,873.622   392,995.626   MT  0.99974072   -1 01 52.8
 DE8356
 DE8356!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE8356!SPC MN C     -   0.99993896  x   1.00000037  =   0.99993933
 DE8356!UTM  15      -   0.99993896  x   0.99974072  =   0.99967969
 DE8356
 DE8356_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUN9299511873(NAD 83)
 DE8356
 DE8356                          SUPERSEDED SURVEY CONTROL
 DE8356
 DE8356  NAD 83(2007)-  47 03 06.15916(N)    094 24 31.85543(W) AD(2002.00) 0
 DE8356  ELLIP H (02/10/07)  389.490  (m)                       GP(2002.00)    
 DE8356  NAD 83(1996)-  47 03 06.15913(N)    094 24 31.85497(W) AD(       ) 1
 DE8356  ELLIP H (10/21/02)  389.473  (m)                       GP(       ) 3 2
 DE8356  NAVD 88 (05/02/18)  417.395  (m)         1369.40   (f) SUPERSEDED  2 1
 DE8356  NAVD 88 (08/10/04)  417.394  (m)         1369.40   (f) SUPERSEDED  2 1
 DE8356  NAVD 88             417.41   (m)         1369.5    (f) LEVELING    3  
 DE8356
 DE8356.Superseded values are not recommended for survey control.
 DE8356
 DE8356.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE8356.See file dsdata.pdf to determine how the superseded data were derived.
 DE8356
 DE8356_MARKER: DD = SURVEY DISK
 DE8356_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DE8356_STAMPING: 1106 D 2000
 DE8356_MARK LOGO: MNDT
 DE8356_PROJECTION: FLUSH
 DE8356_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DE8356_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DE8356_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE8356+SATELLITE: SATELLITE OBSERVATIONS - May 16, 2023
 DE8356_ROD/PIPE-DEPTH: 15.2 meters
 DE8356
 DE8356  HISTORY     - Date     Condition        Report By
 DE8356  HISTORY     - 20000101 MONUMENTED       MNDT
 DE8356  HISTORY     - 20000214 GOOD             MNDT
 DE8356  HISTORY     - 20140820 GOOD             MNDT
 DE8356  HISTORY     - 20160224 GOOD             MNDT
 DE8356  HISTORY     - 20230516 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.
 DE8356
 DE8356                          STATION RECOVERY (2014)
 DE8356
 DE8356'RECOVERY NOTE BY MN DEPT OF TRANSP 2014 (KMS)
 DE8356'THE MARK IS LOCATED ABOUT 9.0 MI (14.5 KM) EAST-SOUTHEAST OF WALKER.
 DE8356'
 DE8356'TO REACH THE MARK GO 6.3 MI (10.1 KM) EAST ALONG TRUNK HIGHWAY 200
 DE8356'FROM THE JUNCTION OF TRUNK HIGHWAY 200 AND TRUNK HIGHWAY 371 (JUNCTION
 DE8356'IS 4.0 MI (6.4 KM) SOUTHEAST OF WALKER), AT TRUNK HIGHWAY 200 MILE
 DE8356'POINT 134.7.
 DE8356'
 DE8356'THE MARK IS LOCATED 42.0 FT (12.8 M) SOUTH OF TRUNK HIGHWAY 200, 0.15
 DE8356'MI (0.24 KM) WEST OF COUNTY ROAD 124, 7.0 FT (2.1 M) WEST OF ENTRANCE,
 DE8356'32.8 FT (10.0 M) NORTHWEST OF PROPERTY BOUNDARY SIGN, 4.7 FT (1.4 M)
 DE8356'EAST OF A WITNESS POST.
 DE8356
 DE8356                          STATION RECOVERY (2016)
 DE8356
 DE8356'RECOVERY NOTE BY MN DEPT OF TRANSP 2016 (SXS)
 DE8356'RECOVERED AS DESCRIBED.
 DE8356
 DE8356                          STATION RECOVERY (2023)
 DE8356
 DE8356'RECOVERY NOTE BY MN DEPT OF TRANSP 2023 (KMS)
 DE8356'9.0 MI (14.5 KM) EAST-SOUTHEAST OF WALKER, 6.3 MI (10.1 KM) EAST ALONG
 DE8356'TRUNK HIGHWAY 200 FROM THE JUNCTION OF TRUNK HIGHWAY 200 AND TRUNK
 DE8356'HIGHWAY 371 (THE JUNCTION IS 4.0 MI (6.4 KM) SOUTHEAST OF WALKER), AT
 DE8356'TRUNK HIGHWAY 200 MILE POINT 134.7, 42.0 FT (12.8 M) SOUTH OF TRUNK
 DE8356'HIGHWAY 200, 0.15 MI (0.24 KM) WEST OF COUNTY ROAD 124, 7.0 FT (2.1 M)
 DE8356'WEST OF AN ENTRANCE, 32.8 FT (10.0 M) NORTHWEST OF A PROPERTY BOUNDARY
 DE8356'SIGN, 4.7 FT (1.4 M) EAST OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DQ3742 ***********************************************************************
 DQ3742  DESIGNATION -  1106 F RESET
 DQ3742  PID         -  DQ3742
 DQ3742  STATE/COUNTY-  MN/CASS
 DQ3742  COUNTRY     -  US
 DQ3742  USGS QUAD   -  WHIPHOLT (2019)
 DQ3742
 DQ3742                         *CURRENT SURVEY CONTROL
 DQ3742  ______________________________________________________________________
 DQ3742* NAD 83(2011) POSITION- 47 03 15.63754(N) 094 19 41.67461(W)   ADJUSTED
 DQ3742* NAD 83(2011) ELLIP HT-   385.799 (meters)        (09/06/16)   ADJUSTED
 DQ3742* NAD 83(2011) EPOCH   -  2010.00
 DQ3742* NAVD 88 ORTHO HEIGHT -   413.805 (meters)     1357.63  (feet) ADJUSTED
 DQ3742  ______________________________________________________________________
 DQ3742  GEOID HEIGHT    -        -28.036 (meters)                     GEOID18
 DQ3742  NAD 83(2011) X  -   -328,562.064 (meters)                     COMP
 DQ3742  NAD 83(2011) Y  - -4,341,114.113 (meters)                     COMP
 DQ3742  NAD 83(2011) Z  -  4,646,165.371 (meters)                     COMP
 DQ3742  LAPLACE CORR    -         -5.33  (seconds)                    DEFLEC18
 DQ3742  DYNAMIC HEIGHT  -        413.845 (meters)     1357.76  (feet) COMP
 DQ3742  MODELED GRAVITY -    980,696.9   (mgal)                       NAVD 88
 DQ3742
 DQ3742  VERT ORDER      -  SECOND    CLASS I
 DQ3742
 DQ3742  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DQ3742  Standards:
 DQ3742         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DQ3742            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DQ3742  -------------------------------------------------------------------
 DQ3742  NETWORK    0.50   1.37           0.23   0.17   0.70      0.10273221
 DQ3742  -------------------------------------------------------------------
 DQ3742  Click here for local accuracies and other accuracy information.
 DQ3742
 DQ3742.The horizontal coordinates were established by GPS observations
 DQ3742.and adjusted by the MN DEPT OF TRANSP in September 2016.
 DQ3742
 DQ3742.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DQ3742.been affixed to the stable North American tectonic plate. See 
 DQ3742.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DQ3742
 DQ3742.The horizontal coordinates are valid at the epoch date displayed above
 DQ3742.which is a decimal equivalence of Year/Month/Day.
 DQ3742
 DQ3742.The orthometric height was determined by differential leveling and
 DQ3742.adjusted by the NATIONAL GEODETIC SURVEY
 DQ3742.in February 2020.
 DQ3742
 DQ3742.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ3742.GEOID18 height accuracy estimate available here.
 DQ3742
 DQ3742.Click photographs - Photos may exist for this station.
 DQ3742
 DQ3742.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DQ3742
 DQ3742.The Laplace correction was computed from DEFLEC18 derived deflections.
 DQ3742
 DQ3742.The ellipsoidal height was determined by GPS observations
 DQ3742.and is referenced to NAD 83.
 DQ3742
 DQ3742.The dynamic height is computed by dividing the NAVD 88
 DQ3742.geopotential number by the normal gravity value computed on the
 DQ3742.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ3742.degrees latitude (g = 980.6199 gals.).
 DQ3742
 DQ3742.The modeled gravity was interpolated from observed gravity values.
 DQ3742
 DQ3742. The following values were computed from the NAD 83(2011) position.
 DQ3742
 DQ3742;                    North         East     Units Scale Factor Converg.
 DQ3742;SPC MN C     -   328,344.633   794,055.186   MT  1.00000095   -0 03 23.8
 DQ3742;SPC MN C     - 1,077,244.02  2,605,162.72   sFT  1.00000095   -0 03 23.8
 DQ3742;UTM  15      - 5,212,059.152   399,122.634   MT  0.99972507   -0 58 20.5
 DQ3742
 DQ3742!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DQ3742!SPC MN C     -   0.99993953  x   1.00000095  =   0.99994048
 DQ3742!UTM  15      -   0.99993953  x   0.99972507  =   0.99966462
 DQ3742
 DQ3742_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUN9912212059(NAD 83)
 DQ3742
 DQ3742                          SUPERSEDED SURVEY CONTROL
 DQ3742
 DQ3742  NAVD 88 (05/02/18)  413.806  (m)         1357.63   (f) SUPERSEDED  2 1
 DQ3742
 DQ3742.Superseded values are not recommended for survey control.
 DQ3742
 DQ3742.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DQ3742.See file dsdata.pdf to determine how the superseded data were derived.
 DQ3742
 DQ3742_MARKER: I = METAL ROD
 DQ3742_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DQ3742_STAMPING: 1106 F RESET 2014
 DQ3742_MARK LOGO: MNDT
 DQ3742_PROJECTION: RECESSED 10 CENTIMETERS
 DQ3742_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DQ3742_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ3742_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ3742+SATELLITE: SATELLITE OBSERVATIONS - May 16, 2023
 DQ3742_ROD/PIPE-DEPTH: 6.1 meters
 DQ3742
 DQ3742  HISTORY     - Date     Condition        Report By
 DQ3742  HISTORY     - 20140820 MONUMENTED       MNDT
 DQ3742  HISTORY     - 20160224 GOOD             MNDT
 DQ3742  HISTORY     - 20230516 GOOD             MNDT
 DQ3742
 DQ3742                          STATION DESCRIPTION
 DQ3742
 DQ3742'DESCRIBED BY MN DEPT OF TRANSP 2014 (DXS)
 DQ3742'7.0 MILES NORTHWEST OF LONGVILLE, 5.35 MILES WEST ALONG TRUNK HIGHWAY
 DQ3742'200 FROM JUNCTION OF TRUNK HIGHWAY 200 AND TRUNK HIGHWAY 84 (JUNCTION
 DQ3742'IS 4.5 MILES NORTH OF LONGVILLE), AT TRUNK HIGHWAY 200 MILEPOINT
 DQ3742'138.65, 63.0 FEET NORTH OF TRUNK HIGHWAY 200, 24.0 FEET EAST OF
 DQ3742'DRIVEWAY, 48.6 FEET SOUTH-SOUTHWEST OF POWER POLE WITH GUY WIRE.
 DQ3742'
 DQ3742'THE STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM ROD
 DQ3742'DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION REMOVABLE DISK
 DQ3742'SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH PVC
 DQ3742'PIPE BACK FILLED WITH WASHED SAND.
 DQ3742
 DQ3742                          STATION RECOVERY (2016)
 DQ3742
 DQ3742'RECOVERY NOTE BY MN DEPT OF TRANSP 2016 (DXS)
 DQ3742'RECOVERED IN GOOD CONDITION.
 DQ3742
 DQ3742                          STATION RECOVERY (2023)
 DQ3742
 DQ3742'RECOVERY NOTE BY MN DEPT OF TRANSP 2023 (KMS)
 DQ3742'7.0 MI (11.3 KM) NORTHWEST OF LONGVILLE, 5.35 MI (8.61 KM) WEST ALONG
 DQ3742'TRUNK HIGHWAY 200 FROM THE JUNCTION OF TRUNK HIGHWAY 200 AND TRUNK
 DQ3742'HIGHWAY 84 (THE JUNCTION IS 4.5 MI (7.2 KM) NORTH OF LONGVILLE), AT
 DQ3742'TRUNK HIGHWAY 200 MILE POINT 138.65, 63.0 FT (19.2 M) NORTH OF TRUNK
 DQ3742'HIGHWAY 200, 24.0 FT (7.3 M) EAST OF A DRIVEWAY, 48.6 FT (14.8 M)
 DQ3742'SOUTH-SOUTHWEST OF A POWER POLE WITH A GUY WIRE, 1.0 FT (0.3 M) SOUTH
 DQ3742'OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DQ3743 ***********************************************************************
 DQ3743  DESIGNATION -  1106 G RESET
 DQ3743  PID         -  DQ3743
 DQ3743  STATE/COUNTY-  MN/CASS
 DQ3743  COUNTRY     -  US
 DQ3743  USGS QUAD   -  WHIPHOLT (2019)
 DQ3743
 DQ3743                         *CURRENT SURVEY CONTROL
 DQ3743  ______________________________________________________________________
 DQ3743* NAD 83(2011) POSITION- 47 03 09.21300(N) 094 18 42.35487(W)   ADJUSTED
 DQ3743* NAD 83(2011) ELLIP HT-   372.463 (meters)        (09/06/16)   ADJUSTED
 DQ3743* NAD 83(2011) EPOCH   -  2010.00
 DQ3743* NAVD 88 ORTHO HEIGHT -   400.518 (meters)     1314.03  (feet) ADJUSTED
 DQ3743  ______________________________________________________________________
 DQ3743  GEOID HEIGHT    -        -28.069 (meters)                     GEOID18
 DQ3743  NAD 83(2011) X  -   -327,323.824 (meters)                     COMP
 DQ3743  NAD 83(2011) Y  - -4,341,344.187 (meters)                     COMP
 DQ3743  NAD 83(2011) Z  -  4,646,020.430 (meters)                     COMP
 DQ3743  LAPLACE CORR    -         -5.89  (seconds)                    DEFLEC18
 DQ3743  DYNAMIC HEIGHT  -        400.554 (meters)     1314.15  (feet) COMP
 DQ3743  MODELED GRAVITY -    980,692.6   (mgal)                       NAVD 88
 DQ3743
 DQ3743  VERT ORDER      -  SECOND    CLASS I
 DQ3743
 DQ3743  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DQ3743  Standards:
 DQ3743         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DQ3743            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DQ3743  -------------------------------------------------------------------
 DQ3743  NETWORK    0.46   1.16           0.21   0.16   0.59      0.06247854
 DQ3743  -------------------------------------------------------------------
 DQ3743  Click here for local accuracies and other accuracy information.
 DQ3743
 DQ3743.The horizontal coordinates were established by GPS observations
 DQ3743.and adjusted by the MN DEPT OF TRANSP in September 2016.
 DQ3743
 DQ3743.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DQ3743.been affixed to the stable North American tectonic plate. See 
 DQ3743.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DQ3743
 DQ3743.The horizontal coordinates are valid at the epoch date displayed above
 DQ3743.which is a decimal equivalence of Year/Month/Day.
 DQ3743
 DQ3743.The orthometric height was determined by differential leveling and
 DQ3743.adjusted by the NATIONAL GEODETIC SURVEY
 DQ3743.in February 2020.
 DQ3743
 DQ3743.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ3743.GEOID18 height accuracy estimate available here.
 DQ3743
 DQ3743.Click photographs - Photos may exist for this station.
 DQ3743
 DQ3743.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DQ3743
 DQ3743.The Laplace correction was computed from DEFLEC18 derived deflections.
 DQ3743
 DQ3743.The ellipsoidal height was determined by GPS observations
 DQ3743.and is referenced to NAD 83.
 DQ3743
 DQ3743.The dynamic height is computed by dividing the NAVD 88
 DQ3743.geopotential number by the normal gravity value computed on the
 DQ3743.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ3743.degrees latitude (g = 980.6199 gals.).
 DQ3743
 DQ3743.The modeled gravity was interpolated from observed gravity values.
 DQ3743
 DQ3743. The following values were computed from the NAD 83(2011) position.
 DQ3743
 DQ3743;                    North         East     Units Scale Factor Converg.
 DQ3743;SPC MN C     -   328,145.129   795,306.989   MT  1.00000056   -0 02 40.8
 DQ3743;SPC MN C     - 1,076,589.48  2,609,269.68   sFT  1.00000056   -0 02 40.8
 DQ3743;UTM  15      - 5,211,839.730   400,370.743   MT  0.99972199   -0 57 36.9
 DQ3743
 DQ3743!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DQ3743!SPC MN C     -   0.99994162  x   1.00000056  =   0.99994218
 DQ3743!UTM  15      -   0.99994162  x   0.99972199  =   0.99966363
 DQ3743
 DQ3743_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVN0037011839(NAD 83)
 DQ3743
 DQ3743                          SUPERSEDED SURVEY CONTROL
 DQ3743
 DQ3743  NAVD 88 (05/02/18)  400.519  (m)         1314.04   (f) SUPERSEDED  2 1
 DQ3743
 DQ3743.Superseded values are not recommended for survey control.
 DQ3743
 DQ3743.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DQ3743.See file dsdata.pdf to determine how the superseded data were derived.
 DQ3743
 DQ3743_MARKER: I = METAL ROD
 DQ3743_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DQ3743_STAMPING: 1106 G RESET 2014
 DQ3743_MARK LOGO: MNDT
 DQ3743_PROJECTION: RECESSED 8 CENTIMETERS
 DQ3743_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DQ3743_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ3743_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ3743+SATELLITE: SATELLITE OBSERVATIONS - May 16, 2023
 DQ3743_ROD/PIPE-DEPTH: 4.6 meters
 DQ3743
 DQ3743  HISTORY     - Date     Condition        Report By
 DQ3743  HISTORY     - 20140820 MONUMENTED       MNDT
 DQ3743  HISTORY     - 20160225 GOOD             MNDT
 DQ3743  HISTORY     - 20230516 GOOD             MNDT
 DQ3743
 DQ3743                          STATION DESCRIPTION
 DQ3743
 DQ3743'DESCRIBED BY MN DEPT OF TRANSP 2014 (SXS)
 DQ3743'6.5 MILES NORTHWEST OF LONGVILLE, 4.55 MILES WEST ALONG TRUNK HIGHWAY
 DQ3743'200 FROM JUNCTION OF TRUNK HIGHWAY 200 AND TRUNK HIGHWAY 84 (JUNCTION
 DQ3743'IS 4.5 MILES NORTH OF LONGVILLE), AT TRUNK HIGHWAY 200 MILEPOINT
 DQ3743'139.45, 56.0 FEET NORTH OF TRUNK HIGHWAY 200, 57.0 FEET
 DQ3743'SOUTH-SOUTHWEST OF POWER POLE, 10.0 FEET EAST OF DRIVEWAY NUMBERS 480
 DQ3743'AND 484, 3.7 FEET WEST OF WITNESS POST.
 DQ3743'
 DQ3743'THE STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM ROD
 DQ3743'DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION REMOVABLE DISK
 DQ3743'SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH PVC
 DQ3743'PIPE BACK FILLED WITH WASHED SAND.
 DQ3743
 DQ3743                          STATION RECOVERY (2016)
 DQ3743
 DQ3743'RECOVERY NOTE BY MN DEPT OF TRANSP 2016 (DXS)
 DQ3743'RECOVERED IN GOOD CONDITION.
 DQ3743
 DQ3743                          STATION RECOVERY (2023)
 DQ3743
 DQ3743'RECOVERY NOTE BY MN DEPT OF TRANSP 2023 (KMS)
 DQ3743'6.5 MI (10.5 KM) NORTHWEST OF LONGVILLE, 4.55 MI (7.32 KM) WEST ALONG
 DQ3743'TRUNK HIGHWAY 200 FROM THE JUNCTION OF TRUNK HIGHWAY 200 AND TRUNK
 DQ3743'HIGHWAY 84 (THE JUNCTION IS 4.5 MI (7.2 KM) NORTH OF LONGVILLE), AT
 DQ3743'TRUNK HIGHWAY 200 MILE POINT 139.45, 56.0 FT (17.1 M) NORTH OF TRUNK
 DQ3743'HIGHWAY 200, 57.0 FT (17.4 M) SOUTH-SOUTHWEST OF A POWER POLE, 10.0 FT
 DQ3743'(3.0 M) EAST OF DRIVEWAY NUMBERS 480 AND 484, 3.7 FT (1.1 M) WEST OF A
 DQ3743'WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DQ3744 ***********************************************************************
 DQ3744  DESIGNATION -  1106 H RESET
 DQ3744  PID         -  DQ3744
 DQ3744  STATE/COUNTY-  MN/CASS
 DQ3744  COUNTRY     -  US
 DQ3744  USGS QUAD   -  WHIPHOLT (2019)
 DQ3744
 DQ3744                         *CURRENT SURVEY CONTROL
 DQ3744  ______________________________________________________________________
 DQ3744* NAD 83(2011) POSITION- 47 03 10.89471(N) 094 16 02.10817(W)   ADJUSTED
 DQ3744* NAD 83(2011) ELLIP HT-   394.369 (meters)        (09/06/16)   ADJUSTED
 DQ3744* NAD 83(2011) EPOCH   -  2010.00
 DQ3744* NAVD 88 ORTHO HEIGHT -   422.542 (meters)     1386.29  (feet) ADJUSTED
 DQ3744  ______________________________________________________________________
 DQ3744  GEOID HEIGHT    -        -28.170 (meters)                     GEOID18
 DQ3744  NAD 83(2011) X  -   -323,949.226 (meters)                     COMP
 DQ3744  NAD 83(2011) Y  - -4,341,574.146 (meters)                     COMP
 DQ3744  NAD 83(2011) Z  -  4,646,071.850 (meters)                     COMP
 DQ3744  LAPLACE CORR    -         -6.98  (seconds)                    DEFLEC18
 DQ3744  DYNAMIC HEIGHT  -        422.577 (meters)     1386.40  (feet) COMP
 DQ3744  MODELED GRAVITY -    980,683.9   (mgal)                       NAVD 88
 DQ3744
 DQ3744  VERT ORDER      -  SECOND    CLASS I
 DQ3744
 DQ3744  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DQ3744  Standards:
 DQ3744         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DQ3744            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DQ3744  -------------------------------------------------------------------
 DQ3744  NETWORK    0.58   1.59           0.27   0.19   0.81     -0.05632851
 DQ3744  -------------------------------------------------------------------
 DQ3744  Click here for local accuracies and other accuracy information.
 DQ3744
 DQ3744.The horizontal coordinates were established by GPS observations
 DQ3744.and adjusted by the MN DEPT OF TRANSP in September 2016.
 DQ3744
 DQ3744.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DQ3744.been affixed to the stable North American tectonic plate. See 
 DQ3744.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DQ3744
 DQ3744.The horizontal coordinates are valid at the epoch date displayed above
 DQ3744.which is a decimal equivalence of Year/Month/Day.
 DQ3744
 DQ3744.The orthometric height was determined by differential leveling and
 DQ3744.adjusted by the NATIONAL GEODETIC SURVEY
 DQ3744.in February 2020.
 DQ3744
 DQ3744.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ3744.GEOID18 height accuracy estimate available here.
 DQ3744
 DQ3744.Click photographs - Photos may exist for this station.
 DQ3744
 DQ3744.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DQ3744
 DQ3744.The Laplace correction was computed from DEFLEC18 derived deflections.
 DQ3744
 DQ3744.The ellipsoidal height was determined by GPS observations
 DQ3744.and is referenced to NAD 83.
 DQ3744
 DQ3744.The dynamic height is computed by dividing the NAVD 88
 DQ3744.geopotential number by the normal gravity value computed on the
 DQ3744.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ3744.degrees latitude (g = 980.6199 gals.).
 DQ3744
 DQ3744.The modeled gravity was interpolated from observed gravity values.
 DQ3744
 DQ3744. The following values were computed from the NAD 83(2011) position.
 DQ3744
 DQ3744;                    North         East     Units Scale Factor Converg.
 DQ3744;SPC MN C     -   328,195.375   798,689.159   MT  1.00000066   -0 00 44.9
 DQ3744;SPC MN C     - 1,076,754.33  2,620,366.02   sFT  1.00000066   -0 00 44.9
 DQ3744;UTM  15      - 5,211,835.937   403,752.327   MT  0.99971385   -0 55 39.6
 DQ3744
 DQ3744!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DQ3744!SPC MN C     -   0.99993819  x   1.00000066  =   0.99993885
 DQ3744!UTM  15      -   0.99993819  x   0.99971385  =   0.99965205
 DQ3744
 DQ3744_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVN0375211835(NAD 83)
 DQ3744
 DQ3744                          SUPERSEDED SURVEY CONTROL
 DQ3744
 DQ3744  NAVD 88 (05/02/18)  422.544  (m)         1386.30   (f) SUPERSEDED  2 1
 DQ3744
 DQ3744.Superseded values are not recommended for survey control.
 DQ3744
 DQ3744.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DQ3744.See file dsdata.pdf to determine how the superseded data were derived.
 DQ3744
 DQ3744_MARKER: I = METAL ROD
 DQ3744_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DQ3744_STAMPING: 1106 H RESET 2014
 DQ3744_MARK LOGO: MNDT
 DQ3744_PROJECTION: RECESSED 8 CENTIMETERS
 DQ3744_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DQ3744_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ3744_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ3744+SATELLITE: SATELLITE OBSERVATIONS - May 17, 2023
 DQ3744_ROD/PIPE-DEPTH: 7.6 meters
 DQ3744
 DQ3744  HISTORY     - Date     Condition        Report By
 DQ3744  HISTORY     - 20140820 MONUMENTED       MNDT
 DQ3744  HISTORY     - 20190814 GOOD             MNDT
 DQ3744  HISTORY     - 20230517 GOOD             MNDT
 DQ3744
 DQ3744                          STATION DESCRIPTION
 DQ3744
 DQ3744'DESCRIBED BY MN DEPT OF TRANSP 2014 (BXG)
 DQ3744'5.5 MILES NORTH-NORTHWEST OF LONGVILLE, 2.45 MILES WEST ALONG TRUNK
 DQ3744'HIGHWAY 200 FROM JUNCTION OF TRUNK HIGHWAY 200 AND TRUNK HIGHWAY 84
 DQ3744'(JUNCTION IS 4.5 MILES NORTH OF LONGVILLE), AT TRUNK HIGHWAY 200
 DQ3744'MILEPOINT 141.55, 39.5 FEET NORTH OF TRUNK HIGHWAY 200, 12.0 FEET EAST
 DQ3744'OF ENTRANCE, 15 FEET SOUTH SOUTHWEST OF WITNESS POST.
 DQ3744'
 DQ3744'THE STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM ROD
 DQ3744'DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION REMOVABLE DISK
 DQ3744'SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH PVC
 DQ3744'PIPE BACK FILLED WITH WASHED SAND.
 DQ3744
 DQ3744                          STATION RECOVERY (2019)
 DQ3744
 DQ3744'RECOVERY NOTE BY MN DEPT OF TRANSP 2019 (DAS)
 DQ3744'RECOVERED IN GOOD CONDITION.
 DQ3744
 DQ3744                          STATION RECOVERY (2023)
 DQ3744
 DQ3744'RECOVERY NOTE BY MN DEPT OF TRANSP 2023 (KMS)
 DQ3744'5.5 MI (8.8 KM) NORTH-NORTHWEST OF LONGVILLE, 2.45 MI (3.94 KM) WEST
 DQ3744'ALONG TRUNK HIGHWAY 200 FROM THE JUNCTION OF TRUNK HIGHWAY 200 AND
 DQ3744'TRUNK HIGHWAY 84 (THE JUNCTION IS 4.5 MI (7.2 KM) NORTH OF LONGVILLE),
 DQ3744'AT TRUNK HIGHWAY 200 MILE POINT 141.55, 39.5 FT (12.0 M) NORTH OF
 DQ3744'TRUNK HIGHWAY 200, 12.0 FT (3.7 M) EAST OF AN ENTRANCE, 15.0 FT (4.6
 DQ3744'M) SOUTH-SOUTHWEST OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DE8362 ***********************************************************************
 DE8362  DESIGNATION -  1106 J
 DE8362  PID         -  DE8362
 DE8362  STATE/COUNTY-  MN/CASS
 DE8362  COUNTRY     -  US
 DE8362  USGS QUAD   -  TOWN LINE LAKE (2019)
 DE8362
 DE8362                         *CURRENT SURVEY CONTROL
 DE8362  ______________________________________________________________________
 DE8362* NAD 83(2011) POSITION- 47 03 11.00021(N) 094 14 50.06947(W)   ADJUSTED
 DE8362* NAD 83(2011) ELLIP HT-   387.877 (meters)        (06/27/12)   ADJUSTED
 DE8362* NAD 83(2011) EPOCH   -  2010.00
 DE8362* NAVD 88 ORTHO HEIGHT -   416.113 (meters)     1365.20  (feet) ADJUSTED
 DE8362  ______________________________________________________________________
 DE8362  GEOID HEIGHT    -        -28.219 (meters)                     GEOID18
 DE8362  NAD 83(2011) X  -   -322,432.392 (meters)                     COMP
 DE8362  NAD 83(2011) Y  - -4,341,680.233 (meters)                     COMP
 DE8362  NAD 83(2011) Z  -  4,646,069.318 (meters)                     COMP
 DE8362  LAPLACE CORR    -         -7.08  (seconds)                    DEFLEC18
 DE8362  DYNAMIC HEIGHT  -        416.147 (meters)     1365.31  (feet) COMP
 DE8362  MODELED GRAVITY -    980,683.7   (mgal)                       NAVD 88
 DE8362
 DE8362  VERT ORDER      -  SECOND    CLASS I
 DE8362
 DE8362  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DE8362  Standards:
 DE8362         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DE8362            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DE8362  -------------------------------------------------------------------
 DE8362  NETWORK    0.40   0.61           0.18   0.14   0.31      0.06415013
 DE8362  -------------------------------------------------------------------
 DE8362  Click here for local accuracies and other accuracy information.
 DE8362
 DE8362.The horizontal coordinates were established by GPS observations
 DE8362.and adjusted by the National Geodetic Survey in June 2012.
 DE8362
 DE8362.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DE8362.been affixed to the stable North American tectonic plate. See 
 DE8362.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DE8362
 DE8362.The horizontal coordinates are valid at the epoch date displayed above
 DE8362.which is a decimal equivalence of Year/Month/Day.
 DE8362
 DE8362.The orthometric height was determined by differential leveling and
 DE8362.adjusted by the NATIONAL GEODETIC SURVEY
 DE8362.in February 2020.
 DE8362
 DE8362.Significant digits in the geoid height do not necessarily reflect accuracy.
 DE8362.GEOID18 height accuracy estimate available here.
 DE8362
 DE8362.Click photographs - Photos may exist for this station.
 DE8362
 DE8362.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DE8362
 DE8362.The Laplace correction was computed from DEFLEC18 derived deflections.
 DE8362
 DE8362.The ellipsoidal height was determined by GPS observations
 DE8362.and is referenced to NAD 83.
 DE8362
 DE8362.The dynamic height is computed by dividing the NAVD 88
 DE8362.geopotential number by the normal gravity value computed on the
 DE8362.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE8362.degrees latitude (g = 980.6199 gals.).
 DE8362
 DE8362.The modeled gravity was interpolated from observed gravity values.
 DE8362
 DE8362. The following values were computed from the NAD 83(2011) position.
 DE8362
 DE8362;                    North         East     Units Scale Factor Converg.
 DE8362;SPC MN C     -   328,198.494   800,209.591   MT  1.00000067   +0 00 07.2
 DE8362;SPC MN C     - 1,076,764.56  2,625,354.30   sFT  1.00000067   +0 00 07.2
 DE8362;UTM  15      - 5,211,814.779   405,272.177   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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVN0527211814(NAD 83)
 DE8362
 DE8362                          SUPERSEDED SURVEY CONTROL
 DE8362
 DE8362  NAD 83(2007)-  47 03 11.00034(N)    094 14 50.07058(W) AD(2002.00) 0
 DE8362  ELLIP H (02/10/07)  387.908  (m)                       GP(2002.00)    
 DE8362  NAD 83(1996)-  47 03 11.00029(N)    094 14 50.07034(W) AD(       ) 1
 DE8362  ELLIP H (10/21/02)  387.911  (m)                       GP(       ) 3 2
 DE8362  NAVD 88 (08/10/04)  416.116  (m)         1365.21   (f) SUPERSEDED  2 1
 DE8362  NAVD 88             416.13   (m)         1365.3    (f) LEVELING    3  
 DE8362
 DE8362.Superseded values are not recommended for survey control.
 DE8362
 DE8362.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE8362.See file dsdata.pdf to determine how the superseded data were derived.
 DE8362
 DE8362_MARKER: DD = SURVEY DISK
 DE8362_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DE8362_STAMPING: 1106 J 2000
 DE8362_MARK LOGO: MNDT
 DE8362_PROJECTION: RECESSED 3 CENTIMETERS
 DE8362_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DE8362_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DE8362_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE8362+SATELLITE: SATELLITE OBSERVATIONS - May 17, 2023
 DE8362_ROD/PIPE-DEPTH: 4.6 meters
 DE8362
 DE8362  HISTORY     - Date     Condition        Report By
 DE8362  HISTORY     - 2000     MONUMENTED       MNDT
 DE8362  HISTORY     - 20000215 GOOD             MNDT
 DE8362  HISTORY     - 20060711 GOOD             MNDT
 DE8362  HISTORY     - 20140820 GOOD             MNDT
 DE8362  HISTORY     - 20160225 GOOD             MNDT
 DE8362  HISTORY     - 20190814 GOOD             MNDT
 DE8362  HISTORY     - 20230517 GOOD             MNDT
 DE8362
 DE8362                          STATION DESCRIPTION
 DE8362
 DE8362'DESCRIBED BY MN DEPT OF TRANSP 2000 (DKH)
 DE8362'5.0 MI (8.0 KM) NNW OF LONGVILLE, 1.5 MI (2.4 KM) WEST ALONG TH 200
 DE8362'FROM JCT OF TH 200 A ND TH 84 (4.5 MI NORTH OF LONGVILLE) , AT TH 200
 DE8362'MP 142.5, 109.0 FT (33.2 M) NO RTH OF TH 200, 20.0FT WEST OF CO RD 39,
 DE8362'80.7 FT (24.6 M) NNW OF CABLE PEDESTAL , 32.3 FT (9.8 M) SSE OF P-POLE
 DE8362'(SLOPE DISTANCE) , 3.0 FT (0.9 M) NORTH OF WIT PO ST,
 DE8362
 DE8362                          STATION RECOVERY (2000)
 DE8362
 DE8362'RECOVERY NOTE BY MN DEPT OF TRANSP 2000 (DKH)
 DE8362'5.0 MI (8.0 KM) NNW OF LONGVILLE, 1.5 MI (2.4 KM) WEST ALONG TH 200
 DE8362'FROM JCT OF TH 200 AND TH 84 (4.5 MI NORTH OF LONGVILLE), AT TH 200 MP
 DE8362'142.5, 109.0 FT (33.2 M) NORTH OF TH 200, 20.0 FT (6.1 M) WEST OF CO
 DE8362'RD 39, 80.7 FT (24.6 M) NNW OF CABLE PEDESTAL, 32.3 FT (9.8 M) SSE OF
 DE8362'P-POLE (SLOPE DISTANCE), 3.0 FT (0.9 M) NORTH OF WIT POST, RECESSED
 DE8362'1.0 IN, MAGNETIC.
 DE8362
 DE8362                          STATION RECOVERY (2006)
 DE8362
 DE8362'RECOVERY NOTE BY MN DEPT OF TRANSP 2006 (WAS)
 DE8362'THE MARK IS 5.0 MI (8.0 KM) NORTH-NORTHWEST OF LONGVILLE, 1.5 MI (2.4
 DE8362'KM) WEST ALONG TRUNK HIGHWAY 200 FROM THE JUNCTION OF TRUNK HIGHWAY
 DE8362'200 AND TRUNK HIGHWAY 84 AT TRUNK HIGHWAY 200 MILE POINT 142.5,
 DE8362'
 DE8362'109.0 FT (33.2 M) NORTH OF TRUNK HIGHWAY 200, 20.0 FT (6.1 M) WEST OF
 DE8362'COUNTY ROAD 39, 80.7 FT (24.6 M) NORTH-NORTHWEST OF CABLE PEDESTAL,
 DE8362'32.3 FT (9.8 M) SOUTH-SOUTHEAST OF POWER POLE (SLOPE DISTANCE), 3.0 FT
 DE8362'(0.9 M) NORTH OF A WITNESS POST.
 DE8362
 DE8362                          STATION RECOVERY (2014)
 DE8362
 DE8362'RECOVERY NOTE BY MN DEPT OF TRANSP 2014 (KMS)
 DE8362'RECOVERED AS DESCRIBED.
 DE8362
 DE8362                          STATION RECOVERY (2016)
 DE8362
 DE8362'RECOVERY NOTE BY MN DEPT OF TRANSP 2016 (MXS)
 DE8362'RECOVERED AS DESCRIBED.
 DE8362
 DE8362                          STATION RECOVERY (2019)
 DE8362
 DE8362'RECOVERY NOTE BY MN DEPT OF TRANSP 2019 (DAS)
 DE8362'RECOVERED IN GOOD CONDITION.
 DE8362
 DE8362                          STATION RECOVERY (2023)
 DE8362
 DE8362'RECOVERY NOTE BY MN DEPT OF TRANSP 2023 (KMS)
 DE8362'5.0 MI (8.0 KM) NORTH-NORTHWEST OF LONGVILLE, 1.5 MI (2.4 KM) WEST
 DE8362'ALONG TRUNK HIGHWAY 200 FROM THE JUNCTION OF TRUNK HIGHWAY 200 AND
 DE8362'TRUNK HIGHWAY 84 (THE JUNCTION IS 4.5 MI (7.2 KM) NORTH OF LONGVILLE),
 DE8362'AT TRUNK HIGHWAY 200 MILE POINT 142.5, 109.0 FT (33.2 M) NORTH OF
 DE8362'TRUNK HIGHWAY 200, 20.0 FT (6.1 M) WEST OF COUNTY ROAD 39, 80.7 FT
 DE8362'(24.6 M) NORTH-NORTHWEST OF A CABLE PEDESTAL, 32.3 FT (9.8 M)
 DE8362'SOUTH-SOUTHEAST OF A POWER POLE (SLOPE DISTANCE), 3.0 FT (0.9 M) NORTH
 DE8362'OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DQ3745 ***********************************************************************
 DQ3745  DESIGNATION -  1106 K RESET
 DQ3745  PID         -  DQ3745
 DQ3745  STATE/COUNTY-  MN/CASS
 DQ3745  COUNTRY     -  US
 DQ3745  USGS QUAD   -  WHIPHOLT (2019)
 DQ3745
 DQ3745                         *CURRENT SURVEY CONTROL
 DQ3745  ______________________________________________________________________
 DQ3745* NAD 83(2011) POSITION- 47 03 00.17216(N) 094 21 26.28901(W)   ADJUSTED
 DQ3745* NAD 83(2011) ELLIP HT-   368.634 (meters)        (09/06/16)   ADJUSTED
 DQ3745* NAD 83(2011) EPOCH   -  2010.00
 DQ3745* NAVD 88 ORTHO HEIGHT -   396.599 (meters)     1301.18  (feet) ADJUSTED
 DQ3745  ______________________________________________________________________
 DQ3745  GEOID HEIGHT    -        -27.988 (meters)                     GEOID18
 DQ3745  NAD 83(2011) X  -   -330,789.442 (meters)                     COMP
 DQ3745  NAD 83(2011) Y  - -4,341,283.844 (meters)                     COMP
 DQ3745  NAD 83(2011) Z  -  4,645,827.391 (meters)                     COMP
 DQ3745  LAPLACE CORR    -         -4.26  (seconds)                    DEFLEC18
 DQ3745  DYNAMIC HEIGHT  -        396.640 (meters)     1301.31  (feet) COMP
 DQ3745  MODELED GRAVITY -    980,704.0   (mgal)                       NAVD 88
 DQ3745
 DQ3745  VERT ORDER      -  SECOND    CLASS I
 DQ3745
 DQ3745  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DQ3745  Standards:
 DQ3745         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DQ3745            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DQ3745  -------------------------------------------------------------------
 DQ3745  NETWORK    0.50   1.25           0.23   0.17   0.64      0.13583594
 DQ3745  -------------------------------------------------------------------
 DQ3745  Click here for local accuracies and other accuracy information.
 DQ3745
 DQ3745.The horizontal coordinates were established by GPS observations
 DQ3745.and adjusted by the MN DEPT OF TRANSP in September 2016.
 DQ3745
 DQ3745.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DQ3745.been affixed to the stable North American tectonic plate. See 
 DQ3745.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DQ3745
 DQ3745.The horizontal coordinates are valid at the epoch date displayed above
 DQ3745.which is a decimal equivalence of Year/Month/Day.
 DQ3745
 DQ3745.The orthometric height was determined by differential leveling and
 DQ3745.adjusted by the NATIONAL GEODETIC SURVEY
 DQ3745.in May 2018.
 DQ3745
 DQ3745.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ3745.GEOID18 height accuracy estimate available here.
 DQ3745
 DQ3745.Click photographs - Photos may exist for this station.
 DQ3745
 DQ3745.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DQ3745
 DQ3745.The Laplace correction was computed from DEFLEC18 derived deflections.
 DQ3745
 DQ3745.The ellipsoidal height was determined by GPS observations
 DQ3745.and is referenced to NAD 83.
 DQ3745
 DQ3745.The dynamic height is computed by dividing the NAVD 88
 DQ3745.geopotential number by the normal gravity value computed on the
 DQ3745.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ3745.degrees latitude (g = 980.6199 gals.).
 DQ3745
 DQ3745.The modeled gravity was interpolated from observed gravity values.
 DQ3745
 DQ3745. The following values were computed from the NAD 83(2011) position.
 DQ3745
 DQ3745;                    North         East     Units Scale Factor Converg.
 DQ3745;SPC MN C     -   327,869.631   791,846.627   MT  1.00000001   -0 04 39.4
 DQ3745;SPC MN C     - 1,075,685.61  2,597,916.81   sFT  1.00000001   -0 04 39.4
 DQ3745;UTM  15      - 5,211,619.632   396,907.369   MT  0.99973062   -0 59 36.8
 DQ3745
 DQ3745!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DQ3745!SPC MN C     -   0.99994222  x   1.00000001  =   0.99994223
 DQ3745!UTM  15      -   0.99994222  x   0.99973062  =   0.99967286
 DQ3745
 DQ3745_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUN9690711619(NAD 83)
 DQ3745
 DQ3745                          SUPERSEDED SURVEY CONTROL
 DQ3745
 DQ3745.No superseded survey control is available for this station.
 DQ3745
 DQ3745_MARKER: I = METAL ROD
 DQ3745_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DQ3745_STAMPING: 1106 K RESET 2014
 DQ3745_MARK LOGO: MNDT
 DQ3745_PROJECTION: RECESSED 25 CENTIMETERS
 DQ3745_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DQ3745_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ3745_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ3745+SATELLITE: SATELLITE OBSERVATIONS - May 16, 2023
 DQ3745_ROD/PIPE-DEPTH: 15.2 meters
 DQ3745
 DQ3745  HISTORY     - Date     Condition        Report By
 DQ3745  HISTORY     - 20140820 MONUMENTED       MNDT
 DQ3745  HISTORY     - 20160224 GOOD             MNDT
 DQ3745  HISTORY     - 20230516 GOOD             MNDT
 DQ3745
 DQ3745                          STATION DESCRIPTION
 DQ3745
 DQ3745'DESCRIBED BY MN DEPT OF TRANSP 2014 (BXG)
 DQ3745'8.0 MILES NORTHWEST OF LONGVILLE, 6.85 MILES WEST ALONG TRUNK HIGHWAY
 DQ3745'200 FROM JUNCTION OF TRUNK HIGHWAY 200 AND TRUNK HIGHWAY 84 (JUNCTION
 DQ3745'IS 4.5 MILES NORTH OF LONGVILLE), AT TRUNK HIGHWAY 200 MILEPOINT
 DQ3745'137.15, 123.0 FEET NORTH OF TRUNK HIGHWAY 200, AT REST AREA, 7.5 FEET
 DQ3745'SOUTHWEST OF NORTHWEST CORNER OF STONE WALL, 3.0 FEET NORTH OF EDGE OF
 DQ3745'BITUMINOUS.
 DQ3745'
 DQ3745'THE STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM ROD
 DQ3745'DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION REMOVABLE DISK
 DQ3745'SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH PVC
 DQ3745'PIPE BACK FILLED WITH WASHED SAND.
 DQ3745
 DQ3745                          STATION RECOVERY (2016)
 DQ3745
 DQ3745'RECOVERY NOTE BY MN DEPT OF TRANSP 2016 (BXG)
 DQ3745'RECOVERED IN GOOD CONDITION.
 DQ3745
 DQ3745                          STATION RECOVERY (2023)
 DQ3745
 DQ3745'RECOVERY NOTE BY MN DEPT OF TRANSP 2023 (KMS)
 DQ3745'8.0 MI (12.9 KM) NORTHWEST OF LONGVILLE, 6.85 MI (11.02 KM) WEST ALONG
 DQ3745'TRUNK HIGHWAY 200 FROM THE JUNCTION OF TRUNK HIGHWAY 200 AND TRUNK
 DQ3745'HIGHWAY 84 (THE JUNCTION IS 4.5 MI (7.2 KM) NORTH OF LONGVILLE), AT
 DQ3745'TRUNK HIGHWAY 200 MILE POINT 137.15, 123.0 FT (37.5 M) NORTH OF TRUNK
 DQ3745'HIGHWAY 200, AT REST AREA, 7.5 FT (2.3 M) SOUTHWEST OF THE NORTHWEST
 DQ3745'CORNER OF A STONE WALL, 1.0 FT (0.3 M) NORTH OF THE EDGE OF THE
 DQ3745'BITUMINOUS.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DQ3746 ***********************************************************************
 DQ3746  DESIGNATION -  1106 L
 DQ3746  PID         -  DQ3746
 DQ3746  STATE/COUNTY-  MN/CASS
 DQ3746  COUNTRY     -  US
 DQ3746  USGS QUAD   -  WALKER (2019)
 DQ3746
 DQ3746                         *CURRENT SURVEY CONTROL
 DQ3746  ______________________________________________________________________
 DQ3746* NAD 83(2011) POSITION- 47 03 10.88777(N) 094 31 33.37169(W)   ADJUSTED
 DQ3746* NAD 83(2011) ELLIP HT-   415.917 (meters)        (09/06/16)   ADJUSTED
 DQ3746* NAD 83(2011) EPOCH   -  2010.00
 DQ3746* NAVD 88 ORTHO HEIGHT -   443.746 (meters)     1455.86  (feet) ADJUSTED
 DQ3746  ______________________________________________________________________
 DQ3746  GEOID HEIGHT    -        -27.836 (meters)                     GEOID18
 DQ3746  NAD 83(2011) X  -   -343,548.771 (meters)                     COMP
 DQ3746  NAD 83(2011) Y  - -4,340,082.097 (meters)                     COMP
 DQ3746  NAD 83(2011) Z  -  4,646,087.477 (meters)                     COMP
 DQ3746  LAPLACE CORR    -         -3.57  (seconds)                    DEFLEC18
 DQ3746  DYNAMIC HEIGHT  -        443.779 (meters)     1455.96  (feet) COMP
 DQ3746  MODELED GRAVITY -    980,674.8   (mgal)                       NAVD 88
 DQ3746
 DQ3746  VERT ORDER      -  SECOND    CLASS I
 DQ3746
 DQ3746  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DQ3746  Standards:
 DQ3746         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DQ3746            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DQ3746  -------------------------------------------------------------------
 DQ3746  NETWORK    0.50   1.39           0.23   0.17   0.71      0.08527089
 DQ3746  -------------------------------------------------------------------
 DQ3746  Click here for local accuracies and other accuracy information.
 DQ3746
 DQ3746.The horizontal coordinates were established by GPS observations
 DQ3746.and adjusted by the MN DEPT OF TRANSP in September 2016.
 DQ3746
 DQ3746.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DQ3746.been affixed to the stable North American tectonic plate. See 
 DQ3746.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DQ3746
 DQ3746.The horizontal coordinates are valid at the epoch date displayed above
 DQ3746.which is a decimal equivalence of Year/Month/Day.
 DQ3746
 DQ3746.The orthometric height was determined by differential leveling and
 DQ3746.adjusted by the NATIONAL GEODETIC SURVEY
 DQ3746.in February 2020.
 DQ3746
 DQ3746.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ3746.GEOID18 height accuracy estimate available here.
 DQ3746
 DQ3746.Click photographs - Photos may exist for this station.
 DQ3746
 DQ3746.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DQ3746
 DQ3746.The Laplace correction was computed from DEFLEC18 derived deflections.
 DQ3746
 DQ3746.The ellipsoidal height was determined by GPS observations
 DQ3746.and is referenced to NAD 83.
 DQ3746
 DQ3746.The dynamic height is computed by dividing the NAVD 88
 DQ3746.geopotential number by the normal gravity value computed on the
 DQ3746.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ3746.degrees latitude (g = 980.6199 gals.).
 DQ3746
 DQ3746.The modeled gravity was interpolated from observed gravity values.
 DQ3746
 DQ3746. The following values were computed from the NAD 83(2011) position.
 DQ3746
 DQ3746;                    North         East     Units Scale Factor Converg.
 DQ3746;SPC MN C     -   328,231.539   779,034.168   MT  1.00000066   -0 11 58.6
 DQ3746;SPC MN C     - 1,076,872.97  2,555,881.27   sFT  1.00000066   -0 11 58.6
 DQ3746;UTM  15      - 5,212,186.335   384,105.577   MT  0.99976508   -1 07 01.5
 DQ3746
 DQ3746!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DQ3746!SPC MN C     -   0.99993481  x   1.00000066  =   0.99993547
 DQ3746!UTM  15      -   0.99993481  x   0.99976508  =   0.99969991
 DQ3746
 DQ3746_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUN8410512186(NAD 83)
 DQ3746
 DQ3746                          SUPERSEDED SURVEY CONTROL
 DQ3746
 DQ3746  NAVD 88 (05/02/18)  443.743  (m)         1455.85   (f) SUPERSEDED  2 1
 DQ3746
 DQ3746.Superseded values are not recommended for survey control.
 DQ3746
 DQ3746.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DQ3746.See file dsdata.pdf to determine how the superseded data were derived.
 DQ3746
 DQ3746_MARKER: I = METAL ROD
 DQ3746_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DQ3746_STAMPING: 1106 L 2014
 DQ3746_MARK LOGO: MNHD
 DQ3746_PROJECTION: FLUSH
 DQ3746_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DQ3746_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ3746_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ3746+SATELLITE: SATELLITE OBSERVATIONS - May 16, 2023
 DQ3746_ROD/PIPE-DEPTH: 4.0 meters
 DQ3746
 DQ3746  HISTORY     - Date     Condition        Report By
 DQ3746  HISTORY     - 20140923 MONUMENTED       MNDT
 DQ3746  HISTORY     - 20160224 GOOD             MNDT
 DQ3746  HISTORY     - 20230516 GOOD             MNDT
 DQ3746
 DQ3746                          STATION DESCRIPTION
 DQ3746
 DQ3746'DESCRIBED BY MN DEPT OF TRANSP 2016 (DXS)
 DQ3746'4.2 MILES SOUTHEAST OF WALKER, 0.65 MILE EAST ALONG TRUNK HIGHWAY 200
 DQ3746'FROM JUNCTION OF TRUNK HIGHWAY 200 AND TRUNK HIGHWAY 371, (JUNCTION IS
 DQ3746'4.0 MILES SOUTHEAST OF WALKER), AT TRUNK HIGHWAY 200 MILEPOINT 129.05,
 DQ3746'61.0 FEET NORTH OF TRUNK HIGHWAY 200, 39.7 FEET EAST OF DRIVEWAY
 DQ3746'NUMBER 04656, 1.5 FEET SOUTH OF WITNESS POST.
 DQ3746'
 DQ3746'THE STATION MARK CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM ROD
 DQ3746'DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL MARK REMOVABLE DISK
 DQ3746'SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH PVC
 DQ3746'PIPE BACKFILLED WITH WASHED SAND.
 DQ3746
 DQ3746                          STATION RECOVERY (2023)
 DQ3746
 DQ3746'RECOVERY NOTE BY MN DEPT OF TRANSP 2023 (KMS)
 DQ3746'4.2 MI (6.8 KM) SOUTHEAST OF WALKER, 0.65 MI (1.05 KM) EAST ALONG
 DQ3746'TRUNK HIGHWAY 200 FROM THE JUNCTION OF TRUNK HIGHWAY 200 AND TRUNK
 DQ3746'HIGHWAY 371 (THE JUNCTION IS 4.0 MI (6.4 KM) SOUTHEAST OF WALKER), AT
 DQ3746'TRUNK HIGHWAY 200 MILE POINT 129.05, 61.0 FT (18.6 M) NORTH OF TRUNK
 DQ3746'HIGHWAY 200, 39.7 FT (12.1 M) EAST OF CRANBERRY BOG TRAIL NORTHWEST,
 DQ3746'1.5 FT (0.5 M) SOUTH OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DQ3747 ***********************************************************************
 DQ3747  DESIGNATION -  1106 M
 DQ3747  PID         -  DQ3747
 DQ3747  STATE/COUNTY-  MN/CASS
 DQ3747  COUNTRY     -  US
 DQ3747  USGS QUAD   -  JACK LAKE (2019)
 DQ3747
 DQ3747                         *CURRENT SURVEY CONTROL
 DQ3747  ______________________________________________________________________
 DQ3747* NAD 83(2011) POSITION- 47 03 08.95360(N) 094 28 21.84969(W)   ADJUSTED
 DQ3747* NAD 83(2011) ELLIP HT-   373.899 (meters)        (09/06/16)   ADJUSTED
 DQ3747* NAD 83(2011) EPOCH   -  2010.00
 DQ3747* NAVD 88 ORTHO HEIGHT -   401.789 (meters)     1318.20  (feet) ADJUSTED
 DQ3747  ______________________________________________________________________
 DQ3747  GEOID HEIGHT    -        -27.886 (meters)                     GEOID18
 DQ3747  NAD 83(2011) X  -   -339,519.927 (meters)                     COMP
 DQ3747  NAD 83(2011) Y  - -4,340,414.269 (meters)                     COMP
 DQ3747  NAD 83(2011) Z  -  4,646,016.023 (meters)                     COMP
 DQ3747  LAPLACE CORR    -         -2.19  (seconds)                    DEFLEC18
 DQ3747  DYNAMIC HEIGHT  -        401.824 (meters)     1318.32  (feet) COMP
 DQ3747  MODELED GRAVITY -    980,687.9   (mgal)                       NAVD 88
 DQ3747
 DQ3747  VERT ORDER      -  SECOND    CLASS I
 DQ3747
 DQ3747  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DQ3747  Standards:
 DQ3747         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DQ3747            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DQ3747  -------------------------------------------------------------------
 DQ3747  NETWORK    0.50   1.39           0.23   0.17   0.71      0.09239622
 DQ3747  -------------------------------------------------------------------
 DQ3747  Click here for local accuracies and other accuracy information.
 DQ3747
 DQ3747.The horizontal coordinates were established by GPS observations
 DQ3747.and adjusted by the MN DEPT OF TRANSP in September 2016.
 DQ3747
 DQ3747.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DQ3747.been affixed to the stable North American tectonic plate. See 
 DQ3747.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DQ3747
 DQ3747.The horizontal coordinates are valid at the epoch date displayed above
 DQ3747.which is a decimal equivalence of Year/Month/Day.
 DQ3747
 DQ3747.The orthometric height was determined by differential leveling and
 DQ3747.adjusted by the NATIONAL GEODETIC SURVEY
 DQ3747.in February 2020.
 DQ3747
 DQ3747.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ3747.GEOID18 height accuracy estimate available here.
 DQ3747
 DQ3747.Click photographs - Photos may exist for this station.
 DQ3747
 DQ3747.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DQ3747
 DQ3747.The Laplace correction was computed from DEFLEC18 derived deflections.
 DQ3747
 DQ3747.The ellipsoidal height was determined by GPS observations
 DQ3747.and is referenced to NAD 83.
 DQ3747
 DQ3747.The dynamic height is computed by dividing the NAVD 88
 DQ3747.geopotential number by the normal gravity value computed on the
 DQ3747.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ3747.degrees latitude (g = 980.6199 gals.).
 DQ3747
 DQ3747.The modeled gravity was interpolated from observed gravity values.
 DQ3747
 DQ3747. The following values were computed from the NAD 83(2011) position.
 DQ3747
 DQ3747;                    North         East     Units Scale Factor Converg.
 DQ3747;SPC MN C     -   328,159.085   783,076.199   MT  1.00000054   -0 09 40.0
 DQ3747;SPC MN C     - 1,076,635.26  2,569,142.50   sFT  1.00000054   -0 09 40.0
 DQ3747;UTM  15      - 5,212,049.219   388,144.956   MT  0.99975377   -1 04 41.2
 DQ3747
 DQ3747!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DQ3747!SPC MN C     -   0.99994140  x   1.00000054  =   0.99994194
 DQ3747!UTM  15      -   0.99994140  x   0.99975377  =   0.99969518
 DQ3747
 DQ3747_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUN8814412049(NAD 83)
 DQ3747
 DQ3747                          SUPERSEDED SURVEY CONTROL
 DQ3747
 DQ3747  NAVD 88 (05/02/18)  401.787  (m)         1318.20   (f) SUPERSEDED  2 1
 DQ3747
 DQ3747.Superseded values are not recommended for survey control.
 DQ3747
 DQ3747.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DQ3747.See file dsdata.pdf to determine how the superseded data were derived.
 DQ3747
 DQ3747_MARKER: I = METAL ROD
 DQ3747_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DQ3747_STAMPING: 1106 M 2014
 DQ3747_MARK LOGO: MNDT
 DQ3747_PROJECTION: RECESSED 30 CENTIMETERS
 DQ3747_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DQ3747_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ3747_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ3747+SATELLITE: SATELLITE OBSERVATIONS - May 16, 2023
 DQ3747_ROD/PIPE-DEPTH: 14.9 meters
 DQ3747
 DQ3747  HISTORY     - Date     Condition        Report By
 DQ3747  HISTORY     - 20140923 MONUMENTED       MNDT
 DQ3747  HISTORY     - 20160224 GOOD             MNDT
 DQ3747  HISTORY     - 20230516 GOOD             MNDT
 DQ3747
 DQ3747                          STATION DESCRIPTION
 DQ3747
 DQ3747'DESCRIBED BY MN DEPT OF TRANSP 2016 (KXS)
 DQ3747'6.3 MILES SOUTHEAST OF WALKER, 3.3 MILES EAST ALONG TRUNK HIGHWAY 200
 DQ3747'FROM JUNCTION OF TRUNK HIGHWAY 200 AND TRUNK HIGHWAY 371, (JUNCTION IS
 DQ3747'4.0 MILES SOUTHEAST OF WALKER), AT TRUNK HIGHWAY 200 MILEPOINT 131.7,
 DQ3747'49.5 FEET NORTH OF TRUNK HIGHWAY 200, 36.2 FEET EAST OF DRIVEWAY
 DQ3747'NUMBER 3634, 1.5 FEET SOUTH OF WITNESS POST.
 DQ3747'
 DQ3747'THE STATION MARK CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM ROD
 DQ3747'DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL MARK REMOVABLE DISK
 DQ3747'SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH PVC
 DQ3747'PIPE BACKFILLED WITH WASHED SAND.
 DQ3747
 DQ3747                          STATION RECOVERY (2023)
 DQ3747
 DQ3747'RECOVERY NOTE BY MN DEPT OF TRANSP 2023 (KMS)
 DQ3747'6.3 MI (10.1 KM) SOUTHEAST OF WALKER, 3.3 MI (5.3 KM) EAST ALONG TRUNK
 DQ3747'HIGHWAY 200 FROM THE JUNCTION OF TRUNK HIGHWAY 200 AND TRUNK HIGHWAY
 DQ3747'371 (THE JUNCTION IS 4.0 MI (6.4 KM) SOUTHEAST OF WALKER), AT TRUNK
 DQ3747'HIGHWAY 200 MILE POINT 131.7, 49.5 FT (15.1 M) NORTH OF TRUNK HIGHWAY
 DQ3747'200, 36.2 FT (11.0 M) EAST OF DRIVEWAY NUMBER 3634, 1.5 FT (0.5 M)
 DQ3747'SOUTH OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DQ3748 ***********************************************************************
 DQ3748  DESIGNATION -  1106 N
 DQ3748  PID         -  DQ3748
 DQ3748  STATE/COUNTY-  MN/CASS
 DQ3748  COUNTRY     -  US
 DQ3748  USGS QUAD   -  JACK LAKE (2019)
 DQ3748
 DQ3748                         *CURRENT SURVEY CONTROL
 DQ3748  ______________________________________________________________________
 DQ3748* NAD 83(2011) POSITION- 47 03 08.64709(N) 094 26 09.99518(W)   ADJUSTED
 DQ3748* NAD 83(2011) ELLIP HT-   394.337 (meters)        (09/06/16)   ADJUSTED
 DQ3748* NAD 83(2011) EPOCH   -  2010.00
 DQ3748* NAVD 88 ORTHO HEIGHT -   422.215 (meters)     1385.22  (feet) ADJUSTED
 DQ3748  ______________________________________________________________________
 DQ3748  GEOID HEIGHT    -        -27.906 (meters)                     GEOID18
 DQ3748  NAD 83(2011) X  -   -336,746.866 (meters)                     COMP
 DQ3748  NAD 83(2011) Y  - -4,340,651.212 (meters)                     COMP
 DQ3748  NAD 83(2011) Z  -  4,646,024.534 (meters)                     COMP
 DQ3748  LAPLACE CORR    -         -2.06  (seconds)                    DEFLEC18
 DQ3748  DYNAMIC HEIGHT  -        422.258 (meters)     1385.36  (feet) COMP
 DQ3748  MODELED GRAVITY -    980,700.7   (mgal)                       NAVD 88
 DQ3748
 DQ3748  VERT ORDER      -  SECOND    CLASS I
 DQ3748
 DQ3748  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DQ3748  Standards:
 DQ3748         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DQ3748            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DQ3748  -------------------------------------------------------------------
 DQ3748  NETWORK    0.46   1.22           0.21   0.16   0.62      0.11556488
 DQ3748  -------------------------------------------------------------------
 DQ3748  Click here for local accuracies and other accuracy information.
 DQ3748
 DQ3748.The horizontal coordinates were established by GPS observations
 DQ3748.and adjusted by the MN DEPT OF TRANSP in September 2016.
 DQ3748
 DQ3748.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DQ3748.been affixed to the stable North American tectonic plate. See 
 DQ3748.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DQ3748
 DQ3748.The horizontal coordinates are valid at the epoch date displayed above
 DQ3748.which is a decimal equivalence of Year/Month/Day.
 DQ3748
 DQ3748.The orthometric height was determined by differential leveling and
 DQ3748.adjusted by the NATIONAL GEODETIC SURVEY
 DQ3748.in February 2020.
 DQ3748
 DQ3748.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ3748.GEOID18 height accuracy estimate available here.
 DQ3748
 DQ3748.Click photographs - Photos may exist for this station.
 DQ3748
 DQ3748.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DQ3748
 DQ3748.The Laplace correction was computed from DEFLEC18 derived deflections.
 DQ3748
 DQ3748.The ellipsoidal height was determined by GPS observations
 DQ3748.and is referenced to NAD 83.
 DQ3748
 DQ3748.The dynamic height is computed by dividing the NAVD 88
 DQ3748.geopotential number by the normal gravity value computed on the
 DQ3748.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ3748.degrees latitude (g = 980.6199 gals.).
 DQ3748
 DQ3748.The modeled gravity was interpolated from observed gravity values.
 DQ3748
 DQ3748. The following values were computed from the NAD 83(2011) position.
 DQ3748
 DQ3748;                    North         East     Units Scale Factor Converg.
 DQ3748;SPC MN C     -   328,142.437   785,859.086   MT  1.00000053   -0 08 04.7
 DQ3748;SPC MN C     - 1,076,580.65  2,578,272.68   sFT  1.00000053   -0 08 04.7
 DQ3748;UTM  15      - 5,211,988.059   390,926.523   MT  0.99974622   -1 03 04.7
 DQ3748
 DQ3748!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DQ3748!SPC MN C     -   0.99993819  x   1.00000053  =   0.99993872
 DQ3748!UTM  15      -   0.99993819  x   0.99974622  =   0.99968443
 DQ3748
 DQ3748_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUN9092611988(NAD 83)
 DQ3748
 DQ3748                          SUPERSEDED SURVEY CONTROL
 DQ3748
 DQ3748  NAVD 88 (05/02/18)  422.214  (m)         1385.21   (f) SUPERSEDED  2 1
 DQ3748
 DQ3748.Superseded values are not recommended for survey control.
 DQ3748
 DQ3748.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DQ3748.See file dsdata.pdf to determine how the superseded data were derived.
 DQ3748
 DQ3748_MARKER: I = METAL ROD
 DQ3748_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DQ3748_STAMPING: 1106 N 2014
 DQ3748_MARK LOGO: MNDT
 DQ3748_PROJECTION: FLUSH
 DQ3748_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DQ3748_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ3748_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ3748+SATELLITE: SATELLITE OBSERVATIONS - May 16, 2023
 DQ3748_ROD/PIPE-DEPTH: 8.8 meters
 DQ3748
 DQ3748  HISTORY     - Date     Condition        Report By
 DQ3748  HISTORY     - 20140923 MONUMENTED       MNDT
 DQ3748  HISTORY     - 20160224 GOOD             MNDT
 DQ3748  HISTORY     - 20230516 GOOD             MNDT
 DQ3748
 DQ3748                          STATION DESCRIPTION
 DQ3748
 DQ3748'DESCRIBED BY MN DEPT OF TRANSP 2016 (KXJ)
 DQ3748'7.75 MILES SOUTHEAST OF WALKER, 4.9 MILES EAST ALONG TRUNK HIGHWAY 200
 DQ3748'FROM JUNCTION OF TRUNK HIGHWAY 200 AND TRUNK HIGHWAY 371, (JUNCTION IS
 DQ3748'4.0 MILES SOUTHEAST OF WALKER), AT TRUNK HIGHWAY 200 MILEPOINT 133.45,
 DQ3748'48.3 FEET NORTH OF TRUNK HIGHWAY 200, 21.5 FEET WEST OF DRIVEWAY
 DQ3748'NUMBER 02954, 1.5 FEET SOUTH OF WITNESS POST.
 DQ3748'
 DQ3748'THE STATION MARK CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM ROD
 DQ3748'DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL MARK REMOVABLE DISK
 DQ3748'SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH PVC
 DQ3748'PIPE BACKFILLED WITH WASHED SAND.
 DQ3748
 DQ3748                          STATION RECOVERY (2023)
 DQ3748
 DQ3748'RECOVERY NOTE BY MN DEPT OF TRANSP 2023 (KMS)
 DQ3748'7.75 MI (12.47 KM) SOUTHEAST OF WALKER, 4.9 MI (7.9 KM) EAST ALONG
 DQ3748'TRUNK HIGHWAY 200 FROM THE JUNCTION OF TRUNK HIGHWAY 200 AND TRUNK
 DQ3748'HIGHWAY 371 (THE JUNCTION IS 4.0 MI (6.4 KM) SOUTHEAST OF WALKER), AT
 DQ3748'TRUNK HIGHWAY 200 MILE POINT 133.45, 48.3 FT (14.7 M) NORTH OF TRUNK
 DQ3748'HIGHWAY 200, 21.5 FT (6.6 M) WEST OF DRIVEWAY NUMBER 02954, 1.5 FT
 DQ3748'(0.5 M) SOUTH OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DQ3749 ***********************************************************************
 DQ3749  DESIGNATION -  1106 P
 DQ3749  PID         -  DQ3749
 DQ3749  STATE/COUNTY-  MN/CASS
 DQ3749  COUNTRY     -  US
 DQ3749  USGS QUAD   -  JACK LAKE (2019)
 DQ3749
 DQ3749                         *CURRENT SURVEY CONTROL
 DQ3749  ______________________________________________________________________
 DQ3749* NAD 83(2011) POSITION- 47 03 07.15736(N) 094 25 01.59261(W)   ADJUSTED
 DQ3749* NAD 83(2011) ELLIP HT-   388.261 (meters)        (09/06/16)   ADJUSTED
 DQ3749* NAD 83(2011) EPOCH   -  2010.00
 DQ3749* NAVD 88 ORTHO HEIGHT -   416.168 (meters)     1365.38  (feet) ADJUSTED
 DQ3749  ______________________________________________________________________
 DQ3749  GEOID HEIGHT    -        -27.920 (meters)                     GEOID18
 DQ3749  NAD 83(2011) X  -   -335,309.654 (meters)                     COMP
 DQ3749  NAD 83(2011) Y  - -4,340,792.095 (meters)                     COMP
 DQ3749  NAD 83(2011) Z  -  4,645,988.740 (meters)                     COMP
 DQ3749  LAPLACE CORR    -         -2.79  (seconds)                    DEFLEC18
 DQ3749  DYNAMIC HEIGHT  -        416.211 (meters)     1365.52  (feet) COMP
 DQ3749  MODELED GRAVITY -    980,703.0   (mgal)                       NAVD 88
 DQ3749
 DQ3749  VERT ORDER      -  SECOND    CLASS I
 DQ3749
 DQ3749  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DQ3749  Standards:
 DQ3749         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DQ3749            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DQ3749  -------------------------------------------------------------------
 DQ3749  NETWORK    0.50   1.27           0.23   0.17   0.65      0.11612149
 DQ3749  -------------------------------------------------------------------
 DQ3749  Click here for local accuracies and other accuracy information.
 DQ3749
 DQ3749.The horizontal coordinates were established by GPS observations
 DQ3749.and adjusted by the MN DEPT OF TRANSP in September 2016.
 DQ3749
 DQ3749.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DQ3749.been affixed to the stable North American tectonic plate. See 
 DQ3749.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DQ3749
 DQ3749.The horizontal coordinates are valid at the epoch date displayed above
 DQ3749.which is a decimal equivalence of Year/Month/Day.
 DQ3749
 DQ3749.The orthometric height was determined by differential leveling and
 DQ3749.adjusted by the NATIONAL GEODETIC SURVEY
 DQ3749.in February 2020.
 DQ3749
 DQ3749.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ3749.GEOID18 height accuracy estimate available here.
 DQ3749
 DQ3749.Click photographs - Photos may exist for this station.
 DQ3749
 DQ3749.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DQ3749
 DQ3749.The Laplace correction was computed from DEFLEC18 derived deflections.
 DQ3749
 DQ3749.The ellipsoidal height was determined by GPS observations
 DQ3749.and is referenced to NAD 83.
 DQ3749
 DQ3749.The dynamic height is computed by dividing the NAVD 88
 DQ3749.geopotential number by the normal gravity value computed on the
 DQ3749.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ3749.degrees latitude (g = 980.6199 gals.).
 DQ3749
 DQ3749.The modeled gravity was interpolated from observed gravity values.
 DQ3749
 DQ3749. The following values were computed from the NAD 83(2011) position.
 DQ3749
 DQ3749;                    North         East     Units Scale Factor Converg.
 DQ3749;SPC MN C     -   328,093.214   787,302.691   MT  1.00000044   -0 07 15.2
 DQ3749;SPC MN C     - 1,076,419.15  2,583,008.91   sFT  1.00000044   -0 07 15.2
 DQ3749;UTM  15      - 5,211,915.767   392,368.786   MT  0.99974238   -1 02 14.6
 DQ3749
 DQ3749!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DQ3749!SPC MN C     -   0.99993914  x   1.00000044  =   0.99993958
 DQ3749!UTM  15      -   0.99993914  x   0.99974238  =   0.99968154
 DQ3749
 DQ3749_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUN9236811915(NAD 83)
 DQ3749
 DQ3749                          SUPERSEDED SURVEY CONTROL
 DQ3749
 DQ3749  NAVD 88 (05/02/18)  416.168  (m)         1365.38   (f) SUPERSEDED  2 1
 DQ3749
 DQ3749.Superseded values are not recommended for survey control.
 DQ3749
 DQ3749.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DQ3749.See file dsdata.pdf to determine how the superseded data were derived.
 DQ3749
 DQ3749_MARKER: I = METAL ROD
 DQ3749_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DQ3749_STAMPING: 1106 P 2014
 DQ3749_MARK LOGO: MNDT
 DQ3749_PROJECTION: FLUSH
 DQ3749_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DQ3749_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ3749_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ3749+SATELLITE: SATELLITE OBSERVATIONS - May 16, 2023
 DQ3749_ROD/PIPE-DEPTH: 5.8 meters
 DQ3749
 DQ3749  HISTORY     - Date     Condition        Report By
 DQ3749  HISTORY     - 20140923 MONUMENTED       MNDT
 DQ3749  HISTORY     - 20160224 GOOD             MNDT
 DQ3749  HISTORY     - 20230516 GOOD             MNDT
 DQ3749
 DQ3749                          STATION DESCRIPTION
 DQ3749
 DQ3749'DESCRIBED BY MN DEPT OF TRANSP 2016 (SXS)
 DQ3749'8.5 MILES SOUTHEAST OF WALKER, 5.9 MILES EAST ALONG TRUNK HIGHWAY 200
 DQ3749'FROM JUNCTION OF TRUNK HIGHWAY 200 AND TRUNK HIGHWAY 371(JUNCTION IS
 DQ3749'4.0 MILES SOUTHEAST OF WALKER), AT TRUNK HIGHWAY 200 MILEPOINT 134.35,
 DQ3749'48.2 FEET SOUTH OF TRUNK HIGHWAY 200, 63.0 FEET WEST OF 26TH AVENUE
 DQ3749'NORTHWEST, 92.4 FEET EAST OF DRIVEWAY NUMBER 02615, 1.5 FEET NORTH OF
 DQ3749'WITNESS POST.
 DQ3749'
 DQ3749'THE STATION MARK CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM ROD
 DQ3749'DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL MARK REMOVABLE DISK
 DQ3749'SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH PVC
 DQ3749'PIPE BACKFILLED WITH WASHED SAND.
 DQ3749
 DQ3749                          STATION RECOVERY (2023)
 DQ3749
 DQ3749'RECOVERY NOTE BY MN DEPT OF TRANSP 2023 (KMS)
 DQ3749'8.5 MI (13.7 KM) SOUTHEAST OF WALKER, 5.9 MI (9.5 KM) EAST ALONG TRUNK
 DQ3749'HIGHWAY 200 FROM THE JUNCTION OF TRUNK HIGHWAY 200 AND TRUNK HIGHWAY
 DQ3749'371 (THE JUNCTION IS 4.0 MI (6.4 KM) SOUTHEAST OF WALKER), AT TRUNK
 DQ3749'HIGHWAY 200 MILE POINT 134.35, 48.2 FT (14.7 M) SOUTH OF TRUNK HIGHWAY
 DQ3749'200, 63.0 FT (19.2 M) WEST OF 26TH AVENUE NORTHWEST, 92.4 FT (28.2 M)
 DQ3749'EAST OF DRIVEWAY NUMBER 02615, 1.0 FT (0.3 M) NORTH OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DQ3750 ***********************************************************************
 DQ3750  DESIGNATION -  1106 Q
 DQ3750  PID         -  DQ3750
 DQ3750  STATE/COUNTY-  MN/CASS
 DQ3750  COUNTRY     -  US
 DQ3750  USGS QUAD   -  JACK LAKE (2019)
 DQ3750
 DQ3750                         *CURRENT SURVEY CONTROL
 DQ3750  ______________________________________________________________________
 DQ3750* NAD 83(2011) POSITION- 47 03 09.69332(N) 094 23 26.92068(W)   ADJUSTED
 DQ3750* NAD 83(2011) ELLIP HT-   388.239 (meters)        (09/06/16)   ADJUSTED
 DQ3750* NAD 83(2011) EPOCH   -  2010.00
 DQ3750* NAVD 88 ORTHO HEIGHT -   416.178 (meters)     1365.41  (feet) ADJUSTED
 DQ3750  ______________________________________________________________________
 DQ3750  GEOID HEIGHT    -        -27.946 (meters)                     GEOID18
 DQ3750  NAD 83(2011) X  -   -333,312.881 (meters)                     COMP
 DQ3750  NAD 83(2011) Y  - -4,340,888.366 (meters)                     COMP
 DQ3750  NAD 83(2011) Z  -  4,646,042.084 (meters)                     COMP
 DQ3750  LAPLACE CORR    -         -3.27  (seconds)                    DEFLEC18
 DQ3750  DYNAMIC HEIGHT  -        416.221 (meters)     1365.55  (feet) COMP
 DQ3750  MODELED GRAVITY -    980,704.9   (mgal)                       NAVD 88
 DQ3750
 DQ3750  VERT ORDER      -  SECOND    CLASS I
 DQ3750
 DQ3750  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DQ3750  Standards:
 DQ3750         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DQ3750            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DQ3750  -------------------------------------------------------------------
 DQ3750  NETWORK    0.51   1.29           0.23   0.18   0.66      0.10920896
 DQ3750  -------------------------------------------------------------------
 DQ3750  Click here for local accuracies and other accuracy information.
 DQ3750
 DQ3750.The horizontal coordinates were established by GPS observations
 DQ3750.and adjusted by the MN DEPT OF TRANSP in September 2016.
 DQ3750
 DQ3750.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DQ3750.been affixed to the stable North American tectonic plate. See 
 DQ3750.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DQ3750
 DQ3750.The horizontal coordinates are valid at the epoch date displayed above
 DQ3750.which is a decimal equivalence of Year/Month/Day.
 DQ3750
 DQ3750.The orthometric height was determined by differential leveling and
 DQ3750.adjusted by the NATIONAL GEODETIC SURVEY
 DQ3750.in February 2020.
 DQ3750
 DQ3750.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ3750.GEOID18 height accuracy estimate available here.
 DQ3750
 DQ3750.Click photographs - Photos may exist for this station.
 DQ3750
 DQ3750.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DQ3750
 DQ3750.The Laplace correction was computed from DEFLEC18 derived deflections.
 DQ3750
 DQ3750.The ellipsoidal height was determined by GPS observations
 DQ3750.and is referenced to NAD 83.
 DQ3750
 DQ3750.The dynamic height is computed by dividing the NAVD 88
 DQ3750.geopotential number by the normal gravity value computed on the
 DQ3750.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ3750.degrees latitude (g = 980.6199 gals.).
 DQ3750
 DQ3750.The modeled gravity was interpolated from observed gravity values.
 DQ3750
 DQ3750. The following values were computed from the NAD 83(2011) position.
 DQ3750
 DQ3750;                    North         East     Units Scale Factor Converg.
 DQ3750;SPC MN C     -   328,167.643   789,300.989   MT  1.00000059   -0 06 06.7
 DQ3750;SPC MN C     - 1,076,663.34  2,589,564.99   sFT  1.00000059   -0 06 06.7
 DQ3750;UTM  15      - 5,211,958.216   394,367.497   MT  0.99973714   -1 01 05.3
 DQ3750
 DQ3750!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DQ3750!SPC MN C     -   0.99993915  x   1.00000059  =   0.99993974
 DQ3750!UTM  15      -   0.99993915  x   0.99973714  =   0.99967630
 DQ3750
 DQ3750_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUN9436711958(NAD 83)
 DQ3750
 DQ3750                          SUPERSEDED SURVEY CONTROL
 DQ3750
 DQ3750  NAVD 88 (05/02/18)  416.177  (m)         1365.41   (f) SUPERSEDED  2 1
 DQ3750
 DQ3750.Superseded values are not recommended for survey control.
 DQ3750
 DQ3750.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DQ3750.See file dsdata.pdf to determine how the superseded data were derived.
 DQ3750
 DQ3750_MARKER: I = METAL ROD
 DQ3750_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DQ3750_STAMPING: 1106 Q 2014
 DQ3750_MARK LOGO: MNDT
 DQ3750_PROJECTION: FLUSH
 DQ3750_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DQ3750_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ3750_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ3750+SATELLITE: SATELLITE OBSERVATIONS - May 16, 2023
 DQ3750_ROD/PIPE-DEPTH: 4.0 meters
 DQ3750
 DQ3750  HISTORY     - Date     Condition        Report By
 DQ3750  HISTORY     - 20140923 MONUMENTED       MNDT
 DQ3750  HISTORY     - 20160224 GOOD             MNDT
 DQ3750  HISTORY     - 20230516 GOOD             MNDT
 DQ3750
 DQ3750                          STATION DESCRIPTION
 DQ3750
 DQ3750'DESCRIBED BY MN DEPT OF TRANSP 2016 (TXD)
 DQ3750'9.75 MILES EAST SOUTH-EAST OF WALKER, 7.1 MILES EAST ALONG TRUNK
 DQ3750'HIGHWAY 200 FROM JUNCTION OF TRUNK HIGHWAY 200 AND TRUNK HIGHWAY
 DQ3750'371(JUNCTION IS 4.0 MILES SOUTHEAST OF WALKER), AT TRUNK HIGHWAY 200
 DQ3750'MILEPOINT 135.55, 52.8 FEET NORTH OF TRUNK HIGHWAY 200, 39.2 FEET WEST
 DQ3750'OF ENTRANCE, 1.5 FEET SOUTH OF WITNESS POST.
 DQ3750'
 DQ3750'THE STATION MARK CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM ROD
 DQ3750'DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL MARK REMOVABLE DISK
 DQ3750'SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH PVC
 DQ3750'PIPE BACKFILLED WITH WASHED SAND.
 DQ3750
 DQ3750                          STATION RECOVERY (2023)
 DQ3750
 DQ3750'RECOVERY NOTE BY MN DEPT OF TRANSP 2023 (KMS)
 DQ3750'9.75 MI (15.69 KM) EAST SOUTH-EAST OF WALKER, 7.1 MI (11.4 KM) EAST
 DQ3750'ALONG TRUNK HIGHWAY 200 FROM THE JUNCTION OF TRUNK HIGHWAY 200 AND
 DQ3750'TRUNK HIGHWAY 371 (THE JUNCTION IS 4.0 MI (6.4 KM) SOUTHEAST OF
 DQ3750'WALKER), AT TRUNK HIGHWAY 200 MILE POINT 135.55, 52.8 FT (16.1 M)
 DQ3750'NORTH OF TRUNK HIGHWAY 200, 39.2 FT (11.9 M) WEST OF AN ENTRANCE, 1.5
 DQ3750'FT (0.5 M) SOUTH OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DQ3751 ***********************************************************************
 DQ3751  DESIGNATION -  1106 R
 DQ3751  PID         -  DQ3751
 DQ3751  STATE/COUNTY-  MN/CASS
 DQ3751  COUNTRY     -  US
 DQ3751  USGS QUAD   -  WHIPHOLT (2019)
 DQ3751
 DQ3751                         *CURRENT SURVEY CONTROL
 DQ3751  ______________________________________________________________________
 DQ3751* NAD 83(2011) POSITION- 47 03 11.64977(N) 094 17 22.85741(W)   ADJUSTED
 DQ3751* NAD 83(2011) ELLIP HT-   387.005 (meters)        (09/06/16)   ADJUSTED
 DQ3751* NAD 83(2011) EPOCH   -  2010.00
 DQ3751* NAVD 88 ORTHO HEIGHT -   415.117 (meters)     1361.93  (feet) ADJUSTED
 DQ3751  ______________________________________________________________________
 DQ3751  GEOID HEIGHT    -        -28.117 (meters)                     GEOID18
 DQ3751  NAD 83(2011) X  -   -325,647.203 (meters)                     COMP
 DQ3751  NAD 83(2011) Y  - -4,341,424.969 (meters)                     COMP
 DQ3751  NAD 83(2011) Z  -  4,646,082.347 (meters)                     COMP
 DQ3751  LAPLACE CORR    -         -6.36  (seconds)                    DEFLEC18
 DQ3751  DYNAMIC HEIGHT  -        415.153 (meters)     1362.05  (feet) COMP
 DQ3751  MODELED GRAVITY -    980,688.5   (mgal)                       NAVD 88
 DQ3751
 DQ3751  VERT ORDER      -  SECOND    CLASS I
 DQ3751
 DQ3751  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DQ3751  Standards:
 DQ3751         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DQ3751            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DQ3751  -------------------------------------------------------------------
 DQ3751  NETWORK    0.54   1.47           0.25   0.18   0.75      0.06747681
 DQ3751  -------------------------------------------------------------------
 DQ3751  Click here for local accuracies and other accuracy information.
 DQ3751
 DQ3751.The horizontal coordinates were established by GPS observations
 DQ3751.and adjusted by the MN DEPT OF TRANSP in September 2016.
 DQ3751
 DQ3751.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DQ3751.been affixed to the stable North American tectonic plate. See 
 DQ3751.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DQ3751
 DQ3751.The horizontal coordinates are valid at the epoch date displayed above
 DQ3751.which is a decimal equivalence of Year/Month/Day.
 DQ3751
 DQ3751.The orthometric height was determined by differential leveling and
 DQ3751.adjusted by the NATIONAL GEODETIC SURVEY
 DQ3751.in February 2020.
 DQ3751
 DQ3751.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ3751.GEOID18 height accuracy estimate available here.
 DQ3751
 DQ3751.Click photographs - Photos may exist for this station.
 DQ3751
 DQ3751.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DQ3751
 DQ3751.The Laplace correction was computed from DEFLEC18 derived deflections.
 DQ3751
 DQ3751.The ellipsoidal height was determined by GPS observations
 DQ3751.and is referenced to NAD 83.
 DQ3751
 DQ3751.The dynamic height is computed by dividing the NAVD 88
 DQ3751.geopotential number by the normal gravity value computed on the
 DQ3751.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ3751.degrees latitude (g = 980.6199 gals.).
 DQ3751
 DQ3751.The modeled gravity was interpolated from observed gravity values.
 DQ3751
 DQ3751. The following values were computed from the NAD 83(2011) position.
 DQ3751
 DQ3751;                    North         East     Units Scale Factor Converg.
 DQ3751;SPC MN C     -   328,219.305   796,984.896   MT  1.00000071   -0 01 43.3
 DQ3751;SPC MN C     - 1,076,832.84  2,614,774.61   sFT  1.00000071   -0 01 43.3
 DQ3751;UTM  15      - 5,211,887.074   402,049.149   MT  0.99971792   -0 56 38.8
 DQ3751
 DQ3751!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DQ3751!SPC MN C     -   0.99993934  x   1.00000071  =   0.99994005
 DQ3751!UTM  15      -   0.99993934  x   0.99971792  =   0.99965728
 DQ3751
 DQ3751_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVN0204911887(NAD 83)
 DQ3751
 DQ3751                          SUPERSEDED SURVEY CONTROL
 DQ3751
 DQ3751  NAVD 88 (05/02/18)  415.118  (m)         1361.93   (f) SUPERSEDED  2 1
 DQ3751
 DQ3751.Superseded values are not recommended for survey control.
 DQ3751
 DQ3751.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DQ3751.See file dsdata.pdf to determine how the superseded data were derived.
 DQ3751
 DQ3751_MARKER: I = METAL ROD
 DQ3751_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DQ3751_STAMPING: 1106 R 2014
 DQ3751_MARK LOGO: MNDT
 DQ3751_PROJECTION: FLUSH
 DQ3751_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DQ3751_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ3751_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ3751+SATELLITE: SATELLITE OBSERVATIONS - May 16, 2023
 DQ3751_ROD/PIPE-DEPTH: 10.4 meters
 DQ3751
 DQ3751  HISTORY     - Date     Condition        Report By
 DQ3751  HISTORY     - 20140923 MONUMENTED       MNDT
 DQ3751  HISTORY     - 20160225 GOOD             MNDT
 DQ3751  HISTORY     - 20190814 GOOD             MNDT
 DQ3751  HISTORY     - 20230516 GOOD             MNDT
 DQ3751
 DQ3751                          STATION DESCRIPTION
 DQ3751
 DQ3751'DESCRIBED BY MN DEPT OF TRANSP 2016 (KXJ)
 DQ3751'5.0 MILES NORTHWEST OF LONGVILLE, 3.5 MILES WEST ALONG TRUNK HIGHWAY
 DQ3751'200 FROM JUNCTION OF TRUNK HIGHWAY 200 AND TRUNK HIGHWAY 84, (JUNCTION
 DQ3751'IS 5.0 MILES NORTH OF LONGVILLE), AT TRUNK HIGHWAY 200 MILEPOINT
 DQ3751'140.5, 45.5 FEET NORTH OF TRUNK HIGHWAY 200, 224.8 FEET WEST OF COUNTY
 DQ3751'ROAD 39 NORTH, 17.0 FEET WEST OF DRIVEWAY NUMBER 032, 1.5 FEET SOUTH
 DQ3751'OF WITNESS POST.
 DQ3751'
 DQ3751'THE STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM ROD
 DQ3751'DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION REMOVABLE DISK
 DQ3751'SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH PVC
 DQ3751'PIPE BACK FILLED WITH WASHED SAND.
 DQ3751
 DQ3751                          STATION RECOVERY (2019)
 DQ3751
 DQ3751'RECOVERY NOTE BY MN DEPT OF TRANSP 2019 (DAS)
 DQ3751'RECOVERED IN GOOD CONDITION.
 DQ3751
 DQ3751                          STATION RECOVERY (2023)
 DQ3751
 DQ3751'RECOVERY NOTE BY MN DEPT OF TRANSP 2023 (KMS)
 DQ3751'5.0 MI (8.0 KM) NORTHWEST OF LONGVILLE, 3.5 MI (5.6 KM) WEST ALONG
 DQ3751'TRUNK HIGHWAY 200 FROM THE JUNCTION OF TRUNK HIGHWAY 200 AND TRUNK
 DQ3751'HIGHWAY 84 (THE JUNCTION IS 5.0 MI (8.0 KM) NORTH OF LONGVILLE), AT
 DQ3751'TRUNK HIGHWAY 200 MILE POINT 140.5, 45.5 FT (13.9 M) NORTH OF TRUNK
 DQ3751'HIGHWAY 200, 224.8 FT (68.5 M) WEST OF COUNTY ROAD 39 NORTH, 17.0 FT
 DQ3751'(5.2 M) WEST OF DRIVEWAY NUMBER 032, 1.5 FT (0.5 M) SOUTH OF A WITNESS
 DQ3751'POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DK8452 ***********************************************************************
 DK8452  DESIGNATION -  1107 B
 DK8452  PID         -  DK8452
 DK8452  STATE/COUNTY-  MN/CASS
 DK8452  COUNTRY     -  US
 DK8452  USGS QUAD   -  TOBIQUE (2019)
 DK8452
 DK8452                         *CURRENT SURVEY CONTROL
 DK8452  ______________________________________________________________________
 DK8452* NAD 83(1986) POSITION- 47 02 40.00   (N) 094 06 36.00   (W)   HD_HELD1
 DK8452* NAVD 88 ORTHO HEIGHT -   404.622 (meters)     1327.50  (feet) ADJUSTED
 DK8452  ______________________________________________________________________
 DK8452  GEOID HEIGHT    -        -28.571 (meters)                     GEOID18
 DK8452  DYNAMIC HEIGHT  -        404.646 (meters)     1327.58  (feet) COMP
 DK8452  MODELED GRAVITY -    980,660.9   (mgal)                       NAVD 88
 DK8452
 DK8452  VERT ORDER      -  SECOND    CLASS I
 DK8452
 DK8452.The horizontal coordinates were determined by differentially corrected
 DK8452.hand held GPS observations or other comparable positioning techniques
 DK8452.and have an estimated accuracy of +/- 3 meters.
 DK8452
 DK8452.The orthometric height was determined by differential leveling and
 DK8452.adjusted by the NATIONAL GEODETIC SURVEY
 DK8452.in May 2009.
 DK8452
 DK8452.Significant digits in the geoid height do not necessarily reflect accuracy.
 DK8452.GEOID18 height accuracy estimate available here.
 DK8452
 DK8452.Click photographs - Photos may exist for this station.
 DK8452
 DK8452.The dynamic height is computed by dividing the NAVD 88
 DK8452.geopotential number by the normal gravity value computed on the
 DK8452.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK8452.degrees latitude (g = 980.6199 gals.).
 DK8452
 DK8452.The modeled gravity was interpolated from observed gravity values.
 DK8452
 DK8452;                    North         East    Units  Estimated Accuracy
 DK8452;SPC MN C     -   327,250.6     810,639.0     MT  (+/- 3 meters HH1 GPS) 
 DK8452
 DK8452_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVN1568110700(NAD 83)
 DK8452
 DK8452                          SUPERSEDED SURVEY CONTROL
 DK8452
 DK8452.No superseded survey control is available for this station.
 DK8452
 DK8452_MARKER: DV = VERTICAL CONTROL DISK
 DK8452_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DK8452_SP_SET: BRIDGE ABUTMENT
 DK8452_STAMPING: 1107 B 2002
 DK8452_MARK LOGO: MNDT
 DK8452_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DK8452_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DK8452_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DK8452+SATELLITE: SATELLITE OBSERVATIONS - September 20, 2022
 DK8452
 DK8452  HISTORY     - Date     Condition        Report By
 DK8452  HISTORY     - 1987     MONUMENTED       MNDT
 DK8452  HISTORY     - 20020410 GOOD             MNDT
 DK8452  HISTORY     - 20190813 GOOD             MNDT
 DK8452  HISTORY     - 20220920 GOOD             MNDT
 DK8452
 DK8452                          STATION DESCRIPTION
 DK8452
 DK8452'DESCRIBED BY MN DEPT OF TRANSP 2002 (DKH)
 DK8452'THE MARK WAS RECOVERED IN GOOD CONDITION.  THE STATION IS LOCATED
 DK8452'ABOUT 8.6 MI (13.8 KM) SOUTH OF BOY RIVER, AND 5.9 MI (9.5 KM)
 DK8452'SOUTHWEST OF TOBIQUE.  THE MARK IS 6.5 MI (10.5 KM) NORTHEAST OF
 DK8452'LONGVILLE, IN BRIDGE ABUTMENT AT SE CORNER OF TRUNK HIGHWAY 200 BRIDGE
 DK8452'NO 11006 OVER BOY RIVER, 5.05 MI (8.1 KM) EAST ALONG TRUNK HIGHWAY 200
 DK8452'FROM THE JUNCTION OF TRUNK HIGHWAY 200 AND TRUNK HIGHWAY 84 AT TRUNK
 DK8452'HIGHWAY 200 MILEPOST 149.05, 24.5 FT (7.5 M) SOUTH OF TRUNK HIGHWAY
 DK8452'200, MAGNETIC, AND NOT SUITABLE FOR GPS.  DISK SET IN BRIDGE WHEN
 DK8452'BUILT IN 1987 THEN STAMPED IN 2002.
 DK8452
 DK8452                          STATION RECOVERY (2019)
 DK8452
 DK8452'RECOVERY NOTE BY MN DEPT OF TRANSP 2019 (DAS)
 DK8452'RECOVERED IN GOOD CONDITION.
 DK8452
 DK8452                          STATION RECOVERY (2022)
 DK8452
 DK8452'RECOVERY NOTE BY MN DEPT OF TRANSP 2022 (DAS)
 DK8452'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DK8453 ***********************************************************************
 DK8453  DESIGNATION -  1107 D
 DK8453  PID         -  DK8453
 DK8453  STATE/COUNTY-  MN/CASS
 DK8453  COUNTRY     -  US
 DK8453  USGS QUAD   -  TOBIQUE (2019)
 DK8453
 DK8453                         *CURRENT SURVEY CONTROL
 DK8453  ______________________________________________________________________
 DK8453* NAD 83(1986) POSITION- 47 02 52.10   (N) 094 00 06.30   (W)   HD_HELD1
 DK8453* NAVD 88 ORTHO HEIGHT -   408.285 (meters)     1339.52  (feet) ADJUSTED
 DK8453  ______________________________________________________________________
 DK8453  GEOID HEIGHT    -        -28.729 (meters)                     GEOID18
 DK8453  DYNAMIC HEIGHT  -        408.307 (meters)     1339.59  (feet) COMP
 DK8453  MODELED GRAVITY -    980,655.5   (mgal)                       NAVD 88
 DK8453
 DK8453  VERT ORDER      -  SECOND    CLASS I
 DK8453
 DK8453.The horizontal coordinates were determined by differentially corrected
 DK8453.hand held GPS observations or other comparable positioning techniques
 DK8453.and have an estimated accuracy of +/- 3 meters.
 DK8453
 DK8453.The orthometric height was determined by differential leveling and
 DK8453.adjusted by the NATIONAL GEODETIC SURVEY
 DK8453.in May 2009.
 DK8453
 DK8453.Significant digits in the geoid height do not necessarily reflect accuracy.
 DK8453.GEOID18 height accuracy estimate available here.
 DK8453
 DK8453.Click photographs - Photos may exist for this station.
 DK8453
 DK8453.The dynamic height is computed by dividing the NAVD 88
 DK8453.geopotential number by the normal gravity value computed on the
 DK8453.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK8453.degrees latitude (g = 980.6199 gals.).
 DK8453
 DK8453.The modeled gravity was interpolated from observed gravity values.
 DK8453
 DK8453;                    North         East    Units  Estimated Accuracy
 DK8453;SPC MN C     -   327,644.4     818,864.0     MT  (+/- 3 meters HH1 GPS) 
 DK8453
 DK8453_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVN2390910963(NAD 83)
 DK8453
 DK8453                          SUPERSEDED SURVEY CONTROL
 DK8453
 DK8453.No superseded survey control is available for this station.
 DK8453
 DK8453_MARKER: DD = SURVEY DISK
 DK8453_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DK8453_STAMPING: 1107 D 2002
 DK8453_MARK LOGO: MNDT
 DK8453_PROJECTION: FLUSH
 DK8453_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DK8453_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DK8453_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DK8453+SATELLITE: SATELLITE OBSERVATIONS - May 31, 2023
 DK8453_ROD/PIPE-DEPTH: 21.3 meters
 DK8453
 DK8453  HISTORY     - Date     Condition        Report By
 DK8453  HISTORY     - 2002     MONUMENTED       MNDT
 DK8453  HISTORY     - 20220924 GOOD             MNDT
 DK8453  HISTORY     - 20230531 GOOD             MNDT
 DK8453
 DK8453                          STATION DESCRIPTION
 DK8453
 DK8453'DESCRIBED BY MN DEPT OF TRANSP 2002
 DK8453'THE STATION IS LOCATED ABOUT 10.1 MI (16.2 KM) SOUTHEAST OF BOY RIVER,
 DK8453'5.0 MI (8.1 KM) SOUTH-SOUTHEAST OF TOBIQUE AND 4.1 MI (6.6 KM) WEST OF
 DK8453'REMER. 3.8 MI (6.1 KM) WEST ALONG TH 200 FROM JCT OF TH 200 AND TH 6
 DK8453'ON THE WEST SIDE OF REMER, AT TH 200 MP 154.2, 76.2 FT (23.2 M) SOUTH
 DK8453'OF TH 200, 12.8 FT (3.9 M) EAST OF FOREST RD, 2.4 FT (0.7 M) WEST OF
 DK8453'WIT POST, FLUSH, MAGNETIC, AND NOT SUITABLE FOR GPS.  ROD DEPTH 70 FT.
 DK8453
 DK8453                          STATION RECOVERY (2022)
 DK8453
 DK8453'RECOVERY NOTE BY MN DEPT OF TRANSP 2022 (DAS)
 DK8453'RECOVERED AS DESCRIBED.
 DK8453
 DK8453                          STATION RECOVERY (2023)
 DK8453
 DK8453'RECOVERY NOTE BY MN DEPT OF TRANSP 2023 (RMJ)
 DK8453'4.0 MI (6.4 KM) WEST OF REMER, 3.8 MI (6.1 KM) WEST ALONG TRUNK
 DK8453'HIGHWAY 200 FROM THE JUNCTION OF TRUNK HIGHWAY 200 AND TRUNK HIGHWAY 6
 DK8453'(ON THE WEST SIDE OF REMER), AT TRUNK HIGHWAY 200 MILE POINT 154.2,
 DK8453'76.2 FT (23.2 M) SOUTH-SOUTHEAST OF TRUNK HIGHWAY 200, 12.8 FT (3.9 M)
 DK8453'EAST OF FOREST ROAD NUMBER 2069, 2.4 FT (0.7 M) WEST OF A WITNESS
 DK8453'POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DG4710 ***********************************************************************
 DG4710  DESIGNATION -  1107 F
 DG4710  PID         -  DG4710
 DG4710  STATE/COUNTY-  MN/CASS
 DG4710  COUNTRY     -  US
 DG4710  USGS QUAD   -  REMER (2019)
 DG4710
 DG4710                         *CURRENT SURVEY CONTROL
 DG4710  ______________________________________________________________________
 DG4710* NAD 83(2011) POSITION- 47 03 11.19545(N) 093 57 44.09996(W)   ADJUSTED
 DG4710* NAD 83(2011) ELLIP HT-   382.345 (meters)        (06/27/12)   ADJUSTED
 DG4710* NAD 83(2011) EPOCH   -  2010.00
 DG4710* NAVD 88 ORTHO HEIGHT -   411.125 (meters)     1348.83  (feet) ADJUSTED
 DG4710  ______________________________________________________________________
 DG4710  GEOID HEIGHT    -        -28.775 (meters)                     GEOID18
 DG4710  NAD 83(2011) X  -   -300,832.234 (meters)                     COMP
 DG4710  NAD 83(2011) Y  - -4,343,222.146 (meters)                     COMP
 DG4710  NAD 83(2011) Z  -  4,646,069.377 (meters)                     COMP
 DG4710  LAPLACE CORR    -         -3.27  (seconds)                    DEFLEC18
 DG4710  DYNAMIC HEIGHT  -        411.148 (meters)     1348.91  (feet) COMP
 DG4710  MODELED GRAVITY -    980,657.1   (mgal)                       NAVD 88
 DG4710
 DG4710  VERT ORDER      -  SECOND    CLASS I
 DG4710
 DG4710  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DG4710  Standards:
 DG4710         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DG4710            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DG4710  -------------------------------------------------------------------
 DG4710  NETWORK    0.71   0.88           0.34   0.19   0.45     -0.22164838
 DG4710  -------------------------------------------------------------------
 DG4710  Click here for local accuracies and other accuracy information.
 DG4710
 DG4710.The horizontal coordinates were established by GPS observations
 DG4710.and adjusted by the National Geodetic Survey in June 2012.
 DG4710
 DG4710.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DG4710.been affixed to the stable North American tectonic plate. See 
 DG4710.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DG4710
 DG4710.The horizontal coordinates are valid at the epoch date displayed above
 DG4710.which is a decimal equivalence of Year/Month/Day.
 DG4710
 DG4710.The orthometric height was determined by differential leveling and
 DG4710.adjusted by the NATIONAL GEODETIC SURVEY
 DG4710.in May 2009.
 DG4710
 DG4710.Significant digits in the geoid height do not necessarily reflect accuracy.
 DG4710.GEOID18 height accuracy estimate available here.
 DG4710
 DG4710.Click photographs - Photos may exist for this station.
 DG4710
 DG4710.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DG4710
 DG4710.The Laplace correction was computed from DEFLEC18 derived deflections.
 DG4710
 DG4710.The ellipsoidal height was determined by GPS observations
 DG4710.and is referenced to NAD 83.
 DG4710
 DG4710.The dynamic height is computed by dividing the NAVD 88
 DG4710.geopotential number by the normal gravity value computed on the
 DG4710.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DG4710.degrees latitude (g = 980.6199 gals.).
 DG4710
 DG4710.The modeled gravity was interpolated from observed gravity values.
 DG4710
 DG4710. The following values were computed from the NAD 83(2011) position.
 DG4710
 DG4710;                    North         East     Units Scale Factor Converg.
 DG4710;SPC MN C     -   328,244.234   821,863.385   MT  1.00000068   +0 12 29.4
 DG4710;SPC MN C     - 1,076,914.62  2,696,396.79   sFT  1.00000068   +0 12 29.4
 DG4710;UTM  15      - 5,211,515.277   426,917.154   MT  0.99966564   -0 42 15.8
 DG4710
 DG4710!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG4710!SPC MN C     -   0.99994007  x   1.00000068  =   0.99994075
 DG4710!UTM  15      -   0.99994007  x   0.99966564  =   0.99960573
 DG4710
 DG4710_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVN2691711515(NAD 83)
 DG4710
 DG4710                          SUPERSEDED SURVEY CONTROL
 DG4710
 DG4710  NAD 83(2007)-  47 03 11.19558(N)    093 57 44.10071(W) AD(2002.00) 0
 DG4710  ELLIP H (02/10/07)  382.377  (m)                       GP(2002.00)    
 DG4710  NAD 83(1996)-  47 03 11.19527(N)    093 57 44.10055(W) AD(       ) 1
 DG4710  ELLIP H (03/16/04)  382.393  (m)                       GP(       ) 3 1
 DG4710  NAVD 88             411.12   (m)         1348.8    (f) LEVELING    3  
 DG4710
 DG4710.Superseded values are not recommended for survey control.
 DG4710
 DG4710.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG4710.See file dsdata.pdf to determine how the superseded data were derived.
 DG4710
 DG4710_MARKER: DD = SURVEY DISK
 DG4710_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DG4710_STAMPING: 1107 F 2002
 DG4710_MARK LOGO: MNDT
 DG4710_PROJECTION: FLUSH
 DG4710_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DG4710_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DG4710_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG4710+SATELLITE: SATELLITE OBSERVATIONS - May 31, 2023
 DG4710_ROD/PIPE-DEPTH: 16.8 meters
 DG4710
 DG4710  HISTORY     - Date     Condition        Report By
 DG4710  HISTORY     - 2002     MONUMENTED       MNDT
 DG4710  HISTORY     - 20200123 GOOD             MNDT
 DG4710  HISTORY     - 20220925 GOOD             MNDT
 DG4710  HISTORY     - 20230531 GOOD             MNDT
 DG4710
 DG4710                          STATION DESCRIPTION
 DG4710
 DG4710'DESCRIBED BY MN DEPT OF TRANSP 2002 (DKH)
 DG4710'THE MARK IS 2 MI (3.2 KM) WEST OF REMER, 1.9 MI (3.1 KM) WEST ALONG TH
 DG4710'200 FROM THE JCT OF TH 200 AND TH 6 ON THE WEST SIDE OF REMER, AT TH
 DG4710'200 MP 156.1, 67.5 FT (20.6 M) SOUTH OF TH 200, 79.5 FT (24.2 M) EAST
 DG4710'OF FOREST ROAD 2069, 31.9 FT (9.7 M) NORTH OF RIGHT OF WAY POST, 2.1
 DG4710'FT (0.6 M) NORTH OF WITNESS POST, FLUSH, MAGNETIC, AND SUITABLE FOR
 DG4710'GPS.  ROD DEPTH 55 FT.
 DG4710
 DG4710                          STATION RECOVERY (2020)
 DG4710
 DG4710'RECOVERY NOTE BY MN DEPT OF TRANSP 2020 (DAS)
 DG4710'RECOVERED IN GOOD CONDITION.
 DG4710
 DG4710                          STATION RECOVERY (2022)
 DG4710
 DG4710'RECOVERY NOTE BY MN DEPT OF TRANSP 2022 (DAS)
 DG4710'RECOVERED IN GOOD CONDITION.
 DG4710'
 DG4710'NOTE-ADD-1.5 FT (0.50 M) NORTH OF A RIGHT-OF-WAY POST.
 DG4710
 DG4710                          STATION RECOVERY (2023)
 DG4710
 DG4710'RECOVERY NOTE BY MN DEPT OF TRANSP 2023 (RMJ)
 DG4710'2.0 MI (3.2 KM) WEST OF REMER, 1.9 MI (3.1 KM) WEST ALONG TRUNK
 DG4710'HIGHWAY 200 FROM THE JUNCTION OF TRUNK HIGHWAY 200 AND TRUNK HIGHWAY
 DG4710'6, ON THE WEST SIDE OF REMER, AT TRUNK HIGHWAY 200 MILE POINT 156.1,
 DG4710'67.5 FT (20.6 M) SOUTH OF TRUNK HIGHWAY 200, 79.5 FT (24.2 M) EAST OF
 DG4710'FOREST ROAD NUMBER 2069/06057, 1.5 FT (0.5 M) NORTH OF A RIGHT-OF-WAY
 DG4710'POST, 2.1 FT (0.6 M) NORTH OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DK8458 ***********************************************************************
 DK8458  DESIGNATION -  1107 G
 DK8458  PID         -  DK8458
 DK8458  STATE/COUNTY-  MN/CASS
 DK8458  COUNTRY     -  US
 DK8458  USGS QUAD   -  REMER (2019)
 DK8458
 DK8458                         *CURRENT SURVEY CONTROL
 DK8458  ______________________________________________________________________
 DK8458* NAD 83(1986) POSITION- 47 03 12.67   (N) 093 57 45.35   (W)   HD_HELD1
 DK8458* NAVD 88 ORTHO HEIGHT -   411.743 (meters)     1350.86  (feet) ADJUSTED
 DK8458  ______________________________________________________________________
 DK8458  GEOID HEIGHT    -        -28.775 (meters)                     GEOID18
 DK8458  DYNAMIC HEIGHT  -        411.766 (meters)     1350.94  (feet) COMP
 DK8458  MODELED GRAVITY -    980,657.1   (mgal)                       NAVD 88
 DK8458
 DK8458  VERT ORDER      -  SECOND    CLASS I
 DK8458
 DK8458.The horizontal coordinates were determined by differentially corrected
 DK8458.hand held GPS observations or other comparable positioning techniques
 DK8458.and have an estimated accuracy of +/- 3 meters.
 DK8458
 DK8458.The orthometric height was determined by differential leveling and
 DK8458.adjusted by the NATIONAL GEODETIC SURVEY
 DK8458.in May 2009.
 DK8458
 DK8458.Significant digits in the geoid height do not necessarily reflect accuracy.
 DK8458.GEOID18 height accuracy estimate available here.
 DK8458
 DK8458.Click photographs - Photos may exist for this station.
 DK8458
 DK8458.The dynamic height is computed by dividing the NAVD 88
 DK8458.geopotential number by the normal gravity value computed on the
 DK8458.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK8458.degrees latitude (g = 980.6199 gals.).
 DK8458
 DK8458.The modeled gravity was interpolated from observed gravity values.
 DK8458
 DK8458;                    North         East    Units  Estimated Accuracy
 DK8458;SPC MN C     -   328,289.7     821,836.8     MT  (+/- 3 meters HH1 GPS) 
 DK8458
 DK8458_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVN2689111561(NAD 83)
 DK8458
 DK8458                          SUPERSEDED SURVEY CONTROL
 DK8458
 DK8458.No superseded survey control is available for this station.
 DK8458
 DK8458_MARKER: DB = BENCH MARK DISK
 DK8458_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DK8458_STAMPING: 1107 G 2002
 DK8458_MARK LOGO: MNHD
 DK8458_PROJECTION: PROJECTING 13 CENTIMETERS
 DK8458_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DK8458_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DK8458+STABILITY: SURFACE MOTION
 DK8458_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DK8458+SATELLITE: SATELLITE OBSERVATIONS - May 31, 2023
 DK8458
 DK8458  HISTORY     - Date     Condition        Report By
 DK8458  HISTORY     - 1948     MONUMENTED       MNHD
 DK8458  HISTORY     - 20020710 GOOD             MNDT
 DK8458  HISTORY     - 20190813 GOOD             MNDT
 DK8458  HISTORY     - 20220926 GOOD             MNDT
 DK8458  HISTORY     - 20230531 GOOD             MNDT
 DK8458
 DK8458                          STATION DESCRIPTION
 DK8458
 DK8458'DESCRIBED BY MN DEPT OF TRANSP 2002 (WAS)
 DK8458'THE STATION IS LOCATED ABOUT 10.9 MI (17.5 KM) SOUTHEAST OF BOY RIVER,
 DK8458'5.6 MI (9.0 KM) SOUTHEAST OF TOBIQUE AND 2 MI (3.2 KM) WEST OF REMER,
 DK8458'1.9 MI (3.1 KM) WEST ALONG TRUNK HIGHWAY 200 FROM THE JUNCTION OF
 DK8458'TRUNK HIGHWAY 200 AND TRUNK HIGHWAY 6, AT TRUNK HIGHWAY 200 MILEPOST
 DK8458'156.1, 101.2 FT (30.8 M) NORTH OF TRUNK HIGHWAY 200, 58.6 FT (17.9 M)
 DK8458'WEST OF ECHO HILL LN NORTHEAST, 19.6FT SOUTH-SOUTHEAST OF TELEPHONE
 DK8458'PEDESTAL, 38.4 FT (11.7 M) WEST OF R/W POST, 1.0 FT (0.3 M) EAST OF A
 DK8458'WITNESS POST, PROJECTS 5 IN, RAILROAD SPIKE SET ADJACENT TO MARK MAKES
 DK8458'IT MAGNETIC, AND NOT SUITABLE FOR GPS.  DISK SET IN MONUMENT WHEN
 DK8458'BUILT IN 1948 THEN STAMPED IN 2002.
 DK8458
 DK8458                          STATION RECOVERY (2019)
 DK8458
 DK8458'RECOVERY NOTE BY MN DEPT OF TRANSP 2019 (DAS)
 DK8458'RECOVERED IN GOOD CONDITION.
 DK8458
 DK8458                          STATION RECOVERY (2022)
 DK8458
 DK8458'RECOVERY NOTE BY MN DEPT OF TRANSP 2022 (DAS)
 DK8458'RECOVERED AS DESCRIBED.
 DK8458
 DK8458                          STATION RECOVERY (2023)
 DK8458
 DK8458'RECOVERY NOTE BY MN DEPT OF TRANSP 2023 (RMJ)
 DK8458'2.0 MI (3.2 KM) WEST OF REMER, 1.9 MI (3.1 KM) WEST ALONG TRUNK
 DK8458'HIGHWAY 200 FROM THE JUNCTION OF TRUNK HIGHWAY 200 AND TRUNK HIGHWAY
 DK8458'6, AT TRUNK HIGHWAY 200 MILE POINT 156.1, 101.2 FT (30.8 M) NORTH OF
 DK8458'TRUNK HIGHWAY 200, 58.6 FT (17.9 M) WEST OF ECHO HILL LANE NORTHEAST,
 DK8458'19.6 FT (6.0 M) SOUTH-SOUTHEAST OF A TELEPHONE PEDESTAL, 38.4 FT (11.7
 DK8458'M) WEST OF A RIGHT-OF-WAY POST, 1.0 FT (0.3 M) EAST OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DQ8543 ***********************************************************************
 DQ8543  DESIGNATION -  1108 A 1 RESET
 DQ8543  PID         -  DQ8543
 DQ8543  STATE/COUNTY-  MN/CASS
 DQ8543  COUNTRY     -  US
 DQ8543  USGS QUAD   -  REMER (2019)
 DQ8543
 DQ8543                         *CURRENT SURVEY CONTROL
 DQ8543  ______________________________________________________________________
 DQ8543* NAD 83(1986) POSITION- 47 03 29.42   (N) 093 54 22.77   (W)   HD_HELD1
 DQ8543* NAVD 88 ORTHO HEIGHT -   408.667 (meters)     1340.77  (feet) ADJUSTED
 DQ8543  ______________________________________________________________________
 DQ8543  GEOID HEIGHT    -        -28.842 (meters)                     GEOID18
 DQ8543  DYNAMIC HEIGHT  -        408.690 (meters)     1340.84  (feet) COMP
 DQ8543  MODELED GRAVITY -    980,658.6   (mgal)                       NAVD 88
 DQ8543
 DQ8543  VERT ORDER      -  SECOND    CLASS I
 DQ8543
 DQ8543.The horizontal coordinates were determined by differentially corrected
 DQ8543.hand held GPS observations or other comparable positioning techniques
 DQ8543.and have an estimated accuracy of +/- 3 meters.
 DQ8543
 DQ8543.The orthometric height was determined by differential leveling and
 DQ8543.adjusted by the NATIONAL GEODETIC SURVEY
 DQ8543.in April 2021.
 DQ8543
 DQ8543.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ8543.GEOID18 height accuracy estimate available here.
 DQ8543
 DQ8543.Click photographs - Photos may exist for this station.
 DQ8543
 DQ8543.The dynamic height is computed by dividing the NAVD 88
 DQ8543.geopotential number by the normal gravity value computed on the
 DQ8543.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ8543.degrees latitude (g = 980.6199 gals.).
 DQ8543
 DQ8543.The modeled gravity was interpolated from observed gravity values.
 DQ8543
 DQ8543;                    North         East    Units  Estimated Accuracy
 DQ8543;SPC MN C     -   328,824.0     826,110.1     MT  (+/- 3 meters HH1 GPS) 
 DQ8543
 DQ8543_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVN3117112027(NAD 83)
 DQ8543
 DQ8543                          SUPERSEDED SURVEY CONTROL
 DQ8543
 DQ8543.No superseded survey control is available for this station.
 DQ8543
 DQ8543_MARKER: I = METAL ROD
 DQ8543_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DQ8543_STAMPING: 1108 A 1 RESET 2017
 DQ8543_MARK LOGO: MNDT
 DQ8543_PROJECTION: RECESSED 10 CENTIMETERS
 DQ8543_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DQ8543_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ8543_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ8543+SATELLITE: SATELLITE OBSERVATIONS - May 31, 2023
 DQ8543_ROD/PIPE-DEPTH: 22.9 meters
 DQ8543
 DQ8543  HISTORY     - Date     Condition        Report By
 DQ8543  HISTORY     - 20170410 MONUMENTED       MNDT
 DQ8543  HISTORY     - 20190813 GOOD             MNDT
 DQ8543  HISTORY     - 20230531 GOOD             MNDT
 DQ8543
 DQ8543                          STATION DESCRIPTION
 DQ8543
 DQ8543'DESCRIBED BY MN DEPT OF TRANSP 2017
 DQ8543'THE MARK IS LOCATED ABOUT IN REMER.
 DQ8543'
 DQ8543'TO REACH THE MARK GO 0.05 MI (0.08 KM) WEST ALONG TRUNK HIGHWAY
 DQ8543'220/TRUNK HIGHWAY 6 FROM THE JUNCTION OF TRUNK HIGHWAY 200 AND TRUNK
 DQ8543'HIGHWAY 6 IN REMER TO TRUNK HIGHWAY 200 MILE POINT 158.75, THEN 0.15
 DQ8543'MI (0.24 KM) NORTH ON EAGLE AVENUE.
 DQ8543'
 DQ8543'THE MARK IS LOCATED 201.5 FT (61.4 M) EAST OF EAGLE AVENUE, 20.1 FT
 DQ8543'(6.1 M) EAST OF THE EAST EDGE OF A PARKING LOT, 111.0 FT (33.8 M)
 DQ8543'SOUTHEAST OF THE SOUTHEAST CORNER OF A MINNESOTA DEPARTMENT OF
 DQ8543'TRANSPORTATION BUILDING, 33.7 FT (10.3 M) NORTH OF A WITNESS POST.
 DQ8543'
 DQ8543'NOTE-THE STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM ROD
 DQ8543'DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION REMOVABLE DISK
 DQ8543'SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH PVC
 DQ8543'PIPE BACK FILLED WITH WASHED SAND.
 DQ8543
 DQ8543                          STATION RECOVERY (2019)
 DQ8543
 DQ8543'RECOVERY NOTE BY MN DEPT OF TRANSP 2019 (DAS)
 DQ8543'RECOVERED IN GOOD CONDITION.
 DQ8543
 DQ8543                          STATION RECOVERY (2023)
 DQ8543
 DQ8543'RECOVERY NOTE BY MN DEPT OF TRANSP 2023 (RMJ)
 DQ8543'IN REMER, 0.05 MI (0.08 KM) WEST ALONG TRUNK HIGHWAY 220/TRUNK HIGHWAY
 DQ8543'6 FROM THE JUNCTION OF TRUNK HIGHWAY 200 AND TRUNK HIGHWAY 6 IN REMER
 DQ8543'TO TRUNK HIGHWAY 200 MILE POINT 158.75, THEN 0.15 MI (0.24 KM) NORTH
 DQ8543'ON EAGLE AVENUE, 201.5 FT (61.4 M) EAST OF EAGLE AVENUE, 20.1 FT (6.1
 DQ8543'M) EAST OF THE EAST EDGE OF A PARKING LOT, 111.0 FT (33.8 M) SOUTHEAST
 DQ8543'OF THE SOUTHEAST CORNER OF A MINNESOTA DEPARTMENT OF TRANSPORTATION
 DQ8543'BUILDING, 33.7 FT (10.3 M) NORTH OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DQ8540 ***********************************************************************
 DQ8540  DESIGNATION -  1108 A RESET
 DQ8540  PID         -  DQ8540
 DQ8540  STATE/COUNTY-  MN/CASS
 DQ8540  COUNTRY     -  US
 DQ8540  USGS QUAD   -  REMER (2019)
 DQ8540
 DQ8540                         *CURRENT SURVEY CONTROL
 DQ8540  ______________________________________________________________________
 DQ8540* NAD 83(1986) POSITION- 47 02 57.48   (N) 093 53 29.31   (W)   HD_HELD1
 DQ8540* NAVD 88 ORTHO HEIGHT -   404.079 (meters)     1325.72  (feet) ADJUSTED
 DQ8540  ______________________________________________________________________
 DQ8540  GEOID HEIGHT    -        -28.843 (meters)                     GEOID18
 DQ8540  DYNAMIC HEIGHT  -        404.102 (meters)     1325.79  (feet) COMP
 DQ8540  MODELED GRAVITY -    980,658.1   (mgal)                       NAVD 88
 DQ8540
 DQ8540  VERT ORDER      -  SECOND    CLASS I
 DQ8540
 DQ8540.The horizontal coordinates were determined by differentially corrected
 DQ8540.hand held GPS observations or other comparable positioning techniques
 DQ8540.and have an estimated accuracy of +/- 3 meters.
 DQ8540
 DQ8540.The orthometric height was determined by differential leveling and
 DQ8540.adjusted by the NATIONAL GEODETIC SURVEY
 DQ8540.in April 2021.
 DQ8540
 DQ8540.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ8540.GEOID18 height accuracy estimate available here.
 DQ8540
 DQ8540.Click photographs - Photos may exist for this station.
 DQ8540
 DQ8540.The dynamic height is computed by dividing the NAVD 88
 DQ8540.geopotential number by the normal gravity value computed on the
 DQ8540.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ8540.degrees latitude (g = 980.6199 gals.).
 DQ8540
 DQ8540.The modeled gravity was interpolated from observed gravity values.
 DQ8540
 DQ8540;                    North         East    Units  Estimated Accuracy
 DQ8540;SPC MN C     -   327,842.6     827,242.8     MT  (+/- 3 meters HH1 GPS) 
 DQ8540
 DQ8540_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVN3228711028(NAD 83)
 DQ8540
 DQ8540                          SUPERSEDED SURVEY CONTROL
 DQ8540
 DQ8540.No superseded survey control is available for this station.
 DQ8540
 DQ8540_MARKER: I = METAL ROD
 DQ8540_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DQ8540_STAMPING: 1108 A RESET 2017
 DQ8540_MARK LOGO: MNDT
 DQ8540_PROJECTION: RECESSED 5 CENTIMETERS
 DQ8540_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DQ8540_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ8540_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ8540+SATELLITE: SATELLITE OBSERVATIONS - May 30, 2023
 DQ8540_ROD/PIPE-DEPTH: 18.3 meters
 DQ8540
 DQ8540  HISTORY     - Date     Condition        Report By
 DQ8540  HISTORY     - 20170410 MONUMENTED       MNDT
 DQ8540  HISTORY     - 20190813 GOOD             MNDT
 DQ8540  HISTORY     - 20230530 GOOD             MNDT
 DQ8540
 DQ8540                          STATION DESCRIPTION
 DQ8540
 DQ8540'DESCRIBED BY MN DEPT OF TRANSP 2017
 DQ8540'THE MARK IS LOCATED ABOUT 1.0 MI (1.6 KM) EAST OF REMER.
 DQ8540'
 DQ8540'TO REACH THE MARK GO 0.9 MI (1.4 KM) WEST ALONG TRUNK HIGHWAY 200 FROM
 DQ8540'THE EAST JUNCTION OF TRUNK HIGHWAY 200 AND TRUNK HIGHWAY 6 IN REMER,
 DQ8540'AT TRUNK HIGHWAY 200 MILE POINT 159.65.
 DQ8540'
 DQ8540'THE MARK IS LOCATED 67 FT (20.4 M) SOUTHWEST OF TRUNK HIGHWAY 200, 9.5
 DQ8540'FT (2.9 M) NORTHWEST OF COUNTY ROAD 134 EXTENDED, 47.0 FT (14.3 M)
 DQ8540'NORTH OF A POWER POLE WITH 3 TRANSFORMERS, 4.0 FT (1.2 M)
 DQ8540'EAST-SOUTHEAST OF A WITNESS POST.
 DQ8540'
 DQ8540'NOTE-THE STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM ROD
 DQ8540'DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION REMOVABLE DISK
 DQ8540'SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH PVC
 DQ8540'PIPE BACK FILLED WITH WASHED SAND.
 DQ8540
 DQ8540                          STATION RECOVERY (2019)
 DQ8540
 DQ8540'RECOVERY NOTE BY MN DEPT OF TRANSP 2019 (DAS)
 DQ8540'RECOVERED IN GOOD CONDITION.
 DQ8540
 DQ8540                          STATION RECOVERY (2023)
 DQ8540
 DQ8540'RECOVERY NOTE BY MN DEPT OF TRANSP 2023 (TJD)
 DQ8540'1.0 MI (1.6 KM) EAST OF REMER, 0.9 MI (1.4 KM) WEST ALONG TRUNK
 DQ8540'HIGHWAY 200 FROM THE EAST JUNCTION OF TRUNK HIGHWAY 200 AND TRUNK
 DQ8540'HIGHWAY 6 IN REMER, AT TRUNK HIGHWAY 200 MILE POINT 159.65, 67.0 FT
 DQ8540'(20.4 M) SOUTHWEST OF TRUNK HIGHWAY 200, 9.5 FT (2.9 M) NORTHWEST OF
 DQ8540'COUNTY ROAD 134 EXTENDED, 47.0 FT (14.3 M) NORTH OF A POWER POLE WITH
 DQ8540'3 TRANSFORMERS, 4.0 FT (1.2 M) EAST-SOUTHEAST OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DQ8537 ***********************************************************************
 DQ8537  DESIGNATION -  1108 B RESET
 DQ8537  PID         -  DQ8537
 DQ8537  STATE/COUNTY-  MN/CASS
 DQ8537  COUNTRY     -  US
 DQ8537  USGS QUAD   -  SHINGLE MILL LAKE (2019)
 DQ8537
 DQ8537                         *CURRENT SURVEY CONTROL
 DQ8537  ______________________________________________________________________
 DQ8537* NAD 83(1986) POSITION- 47 01 48.34   (N) 093 51 46.57   (W)   HD_HELD1
 DQ8537* NAVD 88 ORTHO HEIGHT -   404.479 (meters)     1327.03  (feet) ADJUSTED
 DQ8537  ______________________________________________________________________
 DQ8537  GEOID HEIGHT    -        -28.834 (meters)                     GEOID18
 DQ8537  DYNAMIC HEIGHT  -        404.501 (meters)     1327.10  (feet) COMP
 DQ8537  MODELED GRAVITY -    980,657.2   (mgal)                       NAVD 88
 DQ8537
 DQ8537  VERT ORDER      -  SECOND    CLASS I
 DQ8537
 DQ8537.The horizontal coordinates were determined by differentially corrected
 DQ8537.hand held GPS observations or other comparable positioning techniques
 DQ8537.and have an estimated accuracy of +/- 3 meters.
 DQ8537
 DQ8537.The orthometric height was determined by differential leveling and
 DQ8537.adjusted by the NATIONAL GEODETIC SURVEY
 DQ8537.in April 2021.
 DQ8537
 DQ8537.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ8537.GEOID18 height accuracy estimate available here.
 DQ8537
 DQ8537.Click photographs - Photos may exist for this station.
 DQ8537
 DQ8537.The dynamic height is computed by dividing the NAVD 88
 DQ8537.geopotential number by the normal gravity value computed on the
 DQ8537.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ8537.degrees latitude (g = 980.6199 gals.).
 DQ8537
 DQ8537.The modeled gravity was interpolated from observed gravity values.
 DQ8537
 DQ8537;                    North         East    Units  Estimated Accuracy
 DQ8537;SPC MN C     -   325,717.8     829,421.8     MT  (+/- 3 meters HH1 GPS) 
 DQ8537
 DQ8537_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVN3443108869(NAD 83)
 DQ8537
 DQ8537                          SUPERSEDED SURVEY CONTROL
 DQ8537
 DQ8537.No superseded survey control is available for this station.
 DQ8537
 DQ8537_MARKER: I = METAL ROD
 DQ8537_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DQ8537_STAMPING: 1108 B RESET 2017
 DQ8537_MARK LOGO: MNDT
 DQ8537_PROJECTION: RECESSED 10 CENTIMETERS
 DQ8537_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DQ8537_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ8537_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ8537+SATELLITE: SATELLITE OBSERVATIONS - May 30, 2023
 DQ8537_ROD/PIPE-DEPTH: 13.7 meters
 DQ8537
 DQ8537  HISTORY     - Date     Condition        Report By
 DQ8537  HISTORY     - 20170410 MONUMENTED       MNDT
 DQ8537  HISTORY     - 20190813 GOOD             MNDT
 DQ8537  HISTORY     - 20230530 GOOD             MNDT
 DQ8537
 DQ8537                          STATION DESCRIPTION
 DQ8537
 DQ8537'DESCRIBED BY MN DEPT OF TRANSP 2017
 DQ8537'THE MARK IS LOCATED ABOUT 3.0 MI (4.8 KM) SOUTHEAST OF REMER.
 DQ8537'
 DQ8537'TO REACH THE MARK GO 2.8 MI (4.5 KM) EAST ALONG TRUNK HIGHWAY 200 FROM
 DQ8537'THE EAST JUNCTION OF TRUNK HIGHWAY 200 AND TRUNK HIGHWAY 6 IN REMER,
 DQ8537'AT TRUNK HIGHWAY 200 MILE POINT 161.55.
 DQ8537'
 DQ8537'THE MARK IS LOCATED 45.0 FT (13.7 M) NORTHEAST OF TRUNK HIGHWAY 200,
 DQ8537'13.4 FT (4.1 M) SOUTHEAST OF A CABLE PEDESTAL, 9.0 FT (2.7 M)
 DQ8537'NORTHWEST OF AN ENTRANCE, 3.0 FT (0.9 M) SOUTHWEST OF A WITNESS POST.
 DQ8537'
 DQ8537'NOTE-THE STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM ROD
 DQ8537'DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION REMOVABLE DISK
 DQ8537'SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH PVC
 DQ8537'PIPE BACK FILLED WITH WASHED SAND.
 DQ8537
 DQ8537                          STATION RECOVERY (2019)
 DQ8537
 DQ8537'RECOVERY NOTE BY MN DEPT OF TRANSP 2019 (DAS)
 DQ8537'RECOVERED IN GOOD CONDITION.
 DQ8537
 DQ8537                          STATION RECOVERY (2023)
 DQ8537
 DQ8537'RECOVERY NOTE BY MN DEPT OF TRANSP 2023 (TJD)
 DQ8537'3.0 MI (4.8 KM) SOUTHEAST OF REMER, 2.8 MI (4.5 KM) EAST ALONG TRUNK
 DQ8537'HIGHWAY 200 FROM THE EAST JUNCTION OF TRUNK HIGHWAY 200 AND TRUNK
 DQ8537'HIGHWAY 6 IN REMER, AT TRUNK HIGHWAY 200 MILE POINT 161.55, 45.0 FT
 DQ8537'(13.7 M) NORTHEAST OF TRUNK HIGHWAY 200, 13.4 FT (4.1 M) SOUTHEAST OF
 DQ8537'A CABLE PEDESTAL, 9.0 FT (2.7 M) NORTHWEST OF AN ENTRANCE, 3.0 FT (0.9
 DQ8537'M) SOUTHWEST OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DQ8536 ***********************************************************************
 DQ8536  DESIGNATION -  1108 C RESET
 DQ8536  PID         -  DQ8536
 DQ8536  STATE/COUNTY-  MN/CASS
 DQ8536  COUNTRY     -  US
 DQ8536  USGS QUAD   -  SHINGLE MILL LAKE (2019)
 DQ8536
 DQ8536                         *CURRENT SURVEY CONTROL
 DQ8536  ______________________________________________________________________
 DQ8536* NAD 83(1986) POSITION- 47 01 15.74   (N) 093 51 07.96   (W)   HD_HELD1
 DQ8536* NAVD 88 ORTHO HEIGHT -   409.109 (meters)     1342.22  (feet) ADJUSTED
 DQ8536  ______________________________________________________________________
 DQ8536  GEOID HEIGHT    -        -28.822 (meters)                     GEOID18
 DQ8536  DYNAMIC HEIGHT  -        409.132 (meters)     1342.29  (feet) COMP
 DQ8536  MODELED GRAVITY -    980,656.8   (mgal)                       NAVD 88
 DQ8536
 DQ8536  VERT ORDER      -  SECOND    CLASS I
 DQ8536
 DQ8536.The horizontal coordinates were determined by differentially corrected
 DQ8536.hand held GPS observations or other comparable positioning techniques
 DQ8536.and have an estimated accuracy of +/- 3 meters.
 DQ8536
 DQ8536.The orthometric height was determined by differential leveling and
 DQ8536.adjusted by the NATIONAL GEODETIC SURVEY
 DQ8536.in April 2021.
 DQ8536
 DQ8536.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ8536.GEOID18 height accuracy estimate available here.
 DQ8536
 DQ8536.Click photographs - Photos may exist for this station.
 DQ8536
 DQ8536.The dynamic height is computed by dividing the NAVD 88
 DQ8536.geopotential number by the normal gravity value computed on the
 DQ8536.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ8536.degrees latitude (g = 980.6199 gals.).
 DQ8536
 DQ8536.The modeled gravity was interpolated from observed gravity values.
 DQ8536
 DQ8536;                    North         East    Units  Estimated Accuracy
 DQ8536;SPC MN C     -   324,715.1     830,242.0     MT  (+/- 3 meters HH1 GPS) 
 DQ8536
 DQ8536_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVN3523507854(NAD 83)
 DQ8536
 DQ8536                          SUPERSEDED SURVEY CONTROL
 DQ8536
 DQ8536.No superseded survey control is available for this station.
 DQ8536
 DQ8536_MARKER: I = METAL ROD
 DQ8536_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DQ8536_STAMPING: 1108 C RESET 2017
 DQ8536_MARK LOGO: MNDT
 DQ8536_PROJECTION: RECESSED 8 CENTIMETERS
 DQ8536_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DQ8536_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ8536_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ8536+SATELLITE: SATELLITE OBSERVATIONS - May 30, 2023
 DQ8536_ROD/PIPE-DEPTH: 16.8 meters
 DQ8536
 DQ8536  HISTORY     - Date     Condition        Report By
 DQ8536  HISTORY     - 20170411 MONUMENTED       MNDT
 DQ8536  HISTORY     - 20230530 GOOD             MNDT
 DQ8536
 DQ8536                          STATION DESCRIPTION
 DQ8536
 DQ8536'DESCRIBED BY MN DEPT OF TRANSP 2017
 DQ8536'THE MARK IS LOCATED ABOUT 3.75 MI (6.03 KM) SOUTHEAST OF REMER.
 DQ8536'
 DQ8536'TO REACH THE MARK GO 3.6 MI (5.8 KM) SOUTHEAST ALONG TRUNK HIGHWAY 200
 DQ8536'FROM THE EAST JUNCTION OF TRUNK HIGHWAY 200 AND TRUNK HIGHWAY 6 IN
 DQ8536'REMER, AT TRUNK HIGHWAY 200 MILE POINT 162.35.
 DQ8536'
 DQ8536'THE MARK IS LOCATED 94.5 FT (28.8 M) SOUTHWEST OF TRUNK HIGHWAY 200,
 DQ8536'100 FT (30.5 M) SOUTHEAST OF DRIVEWAY NUMBER 08129, 33.9 FT (10.3 M)
 DQ8536'WEST OF A POWER POLE, 2.4 FT (0.7 M) NORTHEAST OF A WITNESS POST.
 DQ8536'
 DQ8536'NOTE-THE STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM ROD
 DQ8536'DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION REMOVABLE DISK
 DQ8536'SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH PVC
 DQ8536'PIPE BACK FILLED WITH WASHED SAND.
 DQ8536
 DQ8536                          STATION RECOVERY (2023)
 DQ8536
 DQ8536'RECOVERY NOTE BY MN DEPT OF TRANSP 2023 (TJD)
 DQ8536'3.75 MI (6.03 KM) SOUTHEAST OF REMER, 3.6 MI (5.8 KM) SOUTHEAST ALONG
 DQ8536'TRUNK HIGHWAY 200 FROM THE EAST JUNCTION OF TRUNK HIGHWAY 200 AND
 DQ8536'TRUNK HIGHWAY 6 IN REMER, AT TRUNK HIGHWAY 200 MILE POINT 162.35, 94.5
 DQ8536'FT (28.8 M) SOUTHWEST OF TRUNK HIGHWAY 200, 100.0 FT (30.5 M)
 DQ8536'SOUTHEAST OF DRIVEWAY NUMBER 08129, 33.9 FT (10.3 M) WEST OF A POWER
 DQ8536'POLE, 2.4 FT (0.7 M) NORTHEAST OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DQ8535 ***********************************************************************
 DQ8535  DESIGNATION -  1108 D RESET
 DQ8535  PID         -  DQ8535
 DQ8535  STATE/COUNTY-  MN/CASS
 DQ8535  COUNTRY     -  US
 DQ8535  USGS QUAD   -  SHINGLE MILL LAKE (2019)
 DQ8535
 DQ8535                         *CURRENT SURVEY CONTROL
 DQ8535  ______________________________________________________________________
 DQ8535* NAD 83(1986) POSITION- 47 00 46.82   (N) 093 50 19.56   (W)   HD_HELD1
 DQ8535* NAVD 88 ORTHO HEIGHT -   406.583 (meters)     1333.93  (feet) ADJUSTED
 DQ8535  ______________________________________________________________________
 DQ8535  GEOID HEIGHT    -        -28.813 (meters)                     GEOID18
 DQ8535  DYNAMIC HEIGHT  -        406.606 (meters)     1334.01  (feet) COMP
 DQ8535  MODELED GRAVITY -    980,656.6   (mgal)                       NAVD 88
 DQ8535
 DQ8535  VERT ORDER      -  SECOND    CLASS I
 DQ8535
 DQ8535.The horizontal coordinates were determined by differentially corrected
 DQ8535.hand held GPS observations or other comparable positioning techniques
 DQ8535.and have an estimated accuracy of +/- 3 meters.
 DQ8535
 DQ8535.The orthometric height was determined by differential leveling and
 DQ8535.adjusted by the NATIONAL GEODETIC SURVEY
 DQ8535.in April 2021.
 DQ8535
 DQ8535.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ8535.GEOID18 height accuracy estimate available here.
 DQ8535
 DQ8535.Click photographs - Photos may exist for this station.
 DQ8535
 DQ8535.The dynamic height is computed by dividing the NAVD 88
 DQ8535.geopotential number by the normal gravity value computed on the
 DQ8535.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ8535.degrees latitude (g = 980.6199 gals.).
 DQ8535
 DQ8535.The modeled gravity was interpolated from observed gravity values.
 DQ8535
 DQ8535;                    North         East    Units  Estimated Accuracy
 DQ8535;SPC MN C     -   323,827.3     831,268.8     MT  (+/- 3 meters HH1 GPS) 
 DQ8535
 DQ8535_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVN3624706950(NAD 83)
 DQ8535
 DQ8535                          SUPERSEDED SURVEY CONTROL
 DQ8535
 DQ8535.No superseded survey control is available for this station.
 DQ8535
 DQ8535_MARKER: I = METAL ROD
 DQ8535_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DQ8535_STAMPING: 1108 D RESET 2017
 DQ8535_MARK LOGO: MNDT
 DQ8535_PROJECTION: RECESSED 8 CENTIMETERS
 DQ8535_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DQ8535_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ8535_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DQ8535+SATELLITE: SATELLITE OBSERVATIONS - May 30, 2023
 DQ8535_ROD/PIPE-DEPTH: 13.7 meters
 DQ8535
 DQ8535  HISTORY     - Date     Condition        Report By
 DQ8535  HISTORY     - 20170411 MONUMENTED       MNDT
 DQ8535  HISTORY     - 20230530 GOOD             MNDT
 DQ8535
 DQ8535                          STATION DESCRIPTION
 DQ8535
 DQ8535'DESCRIBED BY MN DEPT OF TRANSP 2017
 DQ8535'THE MARK IS LOCATED ABOUT 5.0 MI (8.0 KM) SOUTHEAST OF REMER.
 DQ8535'
 DQ8535'TO REACH THE MARK GO 4.45 MI (7.16 KM) SOUTHEAST ALONG TRUNK HIGHWAY
 DQ8535'200 FROM THE EAST JUNCTION OF TRUNK HIGHWAY 200 AND TRUNK HIGHWAY 6 IN
 DQ8535'REMER, AT TRUNK HIGHWAY 200 MILE POINT 163.20.
 DQ8535'
 DQ8535'THE MARK IS LOCATED 46.0 FT (14.0 M) SOUTHWEST OF TRUNK HIGHWAY 200,
 DQ8535'9.0 FT (2.7 M) SOUTHEAST OF AN ENTRANCE, 2.7 FT (0.8 M) NORTHWEST OF A
 DQ8535'WITNESS POST.
 DQ8535'
 DQ8535'NOTE-THE STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM ROD
 DQ8535'DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION REMOVABLE DISK
 DQ8535'SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH PVC
 DQ8535'PIPE BACK FILLED WITH WASHED SAND.
 DQ8535
 DQ8535                          STATION RECOVERY (2023)
 DQ8535
 DQ8535'RECOVERY NOTE BY MN DEPT OF TRANSP 2023 (TJD)
 DQ8535'5.0 MI (8.0 KM) SOUTHEAST OF REMER, 4.45 MI (7.16 KM) SOUTHEAST ALONG
 DQ8535'TRUNK HIGHWAY 200 FROM THE EAST JUNCTION OF TRUNK HIGHWAY 200 AND
 DQ8535'TRUNK HIGHWAY 6 IN REMER, AT TRUNK HIGHWAY 200 MILE POINT 163.20, 46.0
 DQ8535'FT (14.0 M) SOUTHWEST OF TRUNK HIGHWAY 200, 9.0 FT (2.7 M) SOUTHEAST
 DQ8535'OF AN ENTRANCE, 2.7 FT (0.8 M) NORTHWEST OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DQ8532 ***********************************************************************
 DQ8532  DESIGNATION -  1108 E RESET
 DQ8532  PID         -  DQ8532
 DQ8532  STATE/COUNTY-  MN/CASS
 DQ8532  COUNTRY     -  US
 DQ8532  USGS QUAD   -  SHOVEL LAKE (2019)
 DQ8532
 DQ8532                         *CURRENT SURVEY CONTROL
 DQ8532  ______________________________________________________________________
 DQ8532* NAD 83(1986) POSITION- 46 59 16.90   (N) 093 47 59.55   (W)   HD_HELD1
 DQ8532* NAVD 88 ORTHO HEIGHT -   416.525 (meters)     1366.55  (feet) ADJUSTED
 DQ8532  ______________________________________________________________________
 DQ8532  GEOID HEIGHT    -        -28.779 (meters)                     GEOID18
 DQ8532  DYNAMIC HEIGHT  -        416.552 (meters)     1366.64  (feet) COMP
 DQ8532  MODELED GRAVITY -    980,664.3   (mgal)                       NAVD 88
 DQ8532
 DQ8532  VERT ORDER      -  SECOND    CLASS I
 DQ8532
 DQ8532.The horizontal coordinates were determined by differentially corrected
 DQ8532.hand held GPS observations or other comparable positioning techniques
 DQ8532.and have an estimated accuracy of +/- 3 meters.
 DQ8532
 DQ8532.The orthometric height was determined by differential leveling and
 DQ8532.adjusted by the NATIONAL GEODETIC SURVEY
 DQ8532.in April 2021.
 DQ8532
 DQ8532.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ8532.GEOID18 height accuracy estimate available here.
 DQ8532
 DQ8532.Click photographs - Photos may exist for this station.
 DQ8532
 DQ8532.The dynamic height is computed by dividing the NAVD 88
 DQ8532.geopotential number by the normal gravity value computed on the
 DQ8532.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ8532.degrees latitude (g = 980.6199 gals.).
 DQ8532
 DQ8532.The modeled gravity was interpolated from observed gravity values.
 DQ8532
 DQ8532;                    North         East    Units  Estimated Accuracy
 DQ8532;SPC MN C     -   321,066.6     834,241.7     MT  (+/- 3 meters HH1 GPS) 
 DQ8532
 DQ8532_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVN3917504144(NAD 83)
 DQ8532
 DQ8532                          SUPERSEDED SURVEY CONTROL
 DQ8532
 DQ8532.No superseded survey control is available for this station.
 DQ8532
 DQ8532_MARKER: I = METAL ROD
 DQ8532_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DQ8532_STAMPING: 1108 E RESET 2017
 DQ8532_MARK LOGO: MNDT
 DQ8532_PROJECTION: RECESSED 8 CENTIMETERS
 DQ8532_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DQ8532_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ8532_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ8532+SATELLITE: SATELLITE OBSERVATIONS - May 31, 2023
 DQ8532_ROD/PIPE-DEPTH: 5.5 meters
 DQ8532
 DQ8532  HISTORY     - Date     Condition        Report By
 DQ8532  HISTORY     - 20170411 MONUMENTED       MNDT
 DQ8532  HISTORY     - 20230531 GOOD             MNDT
 DQ8532
 DQ8532                          STATION DESCRIPTION
 DQ8532
 DQ8532'DESCRIBED BY MN DEPT OF TRANSP 2017
 DQ8532'THE MARK IS LOCATED ABOUT 7.0 MI (11.3 KM) SOUTHEAST OF REMER.
 DQ8532'
 DQ8532'TO REACH THE MARK GO 7.0 MI (11.3 KM) SOUTHEAST ALONG TRUNK HIGHWAY
 DQ8532'200 FROM THE JUNCTION OF TRUNK HIGHWAY 200 AND TRUNK HIGHWAY 6 IN
 DQ8532'REMER, AT TRUNK HIGHWAY 200 MILE POINT 165.75.
 DQ8532'
 DQ8532'THE MARK IS LOCATED 61.0 FT (18.6 M) NORTHEAST OF TRUNK HIGHWAY 200,
 DQ8532'10.2 FT (3.1 M) NORTH OF THE SOUTH END OF A CHIPPEWA NATIONAL FOREST
 DQ8532'SIGN, 4.0 FT (1.2 M) SOUTHEAST OF A WITNESS POST.
 DQ8532'
 DQ8532'NOTE-THE STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM ROD
 DQ8532'DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION REMOVABLE DISK
 DQ8532'SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH PVC
 DQ8532'PIPE BACK FILLED WITH WASHED SAND.
 DQ8532
 DQ8532                          STATION RECOVERY (2023)
 DQ8532
 DQ8532'RECOVERY NOTE BY MN DEPT OF TRANSP 2023 (RMJ)
 DQ8532'7.0 MI (11.3 KM) SOUTHEAST OF REMER, 7.0 MI (11.3 KM) SOUTHEAST ALONG
 DQ8532'TRUNK HIGHWAY 200 FROM THE JUNCTION OF TRUNK HIGHWAY 200 AND TRUNK
 DQ8532'HIGHWAY 6 IN REMER, AT TRUNK HIGHWAY 200 MILE POINT 165.75, 61.0 FT
 DQ8532'(18.6 M) NORTHEAST OF TRUNK HIGHWAY 200, 10.2 FT (3.1 M) NORTH OF THE
 DQ8532'SOUTH END OF A CHIPPEWA NATIONAL FOREST SIGN, 4.0 FT (1.2 M) SOUTHEAST
 DQ8532'OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DQ8534 ***********************************************************************
 DQ8534  DESIGNATION -  1108 F
 DQ8534  PID         -  DQ8534
 DQ8534  STATE/COUNTY-  MN/CASS
 DQ8534  COUNTRY     -  US
 DQ8534  USGS QUAD   -  SHINGLE MILL LAKE (2019)
 DQ8534
 DQ8534                         *CURRENT SURVEY CONTROL
 DQ8534  ______________________________________________________________________
 DQ8534* NAD 83(1986) POSITION- 47 00 36.33   (N) 093 50 02.13   (W)   HD_HELD1
 DQ8534* NAVD 88 ORTHO HEIGHT -   413.848 (meters)     1357.77  (feet) ADJUSTED
 DQ8534  ______________________________________________________________________
 DQ8534  GEOID HEIGHT    -        -28.809 (meters)                     GEOID18
 DQ8534  DYNAMIC HEIGHT  -        413.871 (meters)     1357.84  (feet) COMP
 DQ8534  MODELED GRAVITY -    980,656.5   (mgal)                       NAVD 88
 DQ8534
 DQ8534  VERT ORDER      -  SECOND    CLASS I
 DQ8534
 DQ8534.The horizontal coordinates were determined by differentially corrected
 DQ8534.hand held GPS observations or other comparable positioning techniques
 DQ8534.and have an estimated accuracy of +/- 3 meters.
 DQ8534
 DQ8534.The orthometric height was determined by differential leveling and
 DQ8534.adjusted by the NATIONAL GEODETIC SURVEY
 DQ8534.in April 2021.
 DQ8534
 DQ8534.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ8534.GEOID18 height accuracy estimate available here.
 DQ8534
 DQ8534.Click photographs - Photos may exist for this station.
 DQ8534
 DQ8534.The dynamic height is computed by dividing the NAVD 88
 DQ8534.geopotential number by the normal gravity value computed on the
 DQ8534.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ8534.degrees latitude (g = 980.6199 gals.).
 DQ8534
 DQ8534.The modeled gravity was interpolated from observed gravity values.
 DQ8534
 DQ8534;                    North         East    Units  Estimated Accuracy
 DQ8534;SPC MN C     -   323,505.2     831,638.6     MT  (+/- 3 meters HH1 GPS) 
 DQ8534
 DQ8534_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVN3661206622(NAD 83)
 DQ8534
 DQ8534                          SUPERSEDED SURVEY CONTROL
 DQ8534
 DQ8534.No superseded survey control is available for this station.
 DQ8534
 DQ8534_MARKER: I = METAL ROD
 DQ8534_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DQ8534_STAMPING: 1108 F 2017
 DQ8534_MARK LOGO: MNDT
 DQ8534_PROJECTION: RECESSED 5 CENTIMETERS
 DQ8534_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DQ8534_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ8534_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ8534+SATELLITE: SATELLITE OBSERVATIONS - May 30, 2023
 DQ8534_ROD/PIPE-DEPTH: 24.1 meters
 DQ8534
 DQ8534  HISTORY     - Date     Condition        Report By
 DQ8534  HISTORY     - 20170426 MONUMENTED       MNDT
 DQ8534  HISTORY     - 20230530 GOOD             MNDT
 DQ8534
 DQ8534                          STATION DESCRIPTION
 DQ8534
 DQ8534'DESCRIBED BY MN DEPT OF TRANSP 2017
 DQ8534'THE MARK IS LOCATED ABOUT 5.0 MI (8.0 KM) SOUTHEAST OF REMER.
 DQ8534'
 DQ8534'TO REACH THE MARK GO 4.7 MI (7.6 KM) SOUTHEAST ALONG TRUNK HIGHWAY 200
 DQ8534'FROM THE EAST JUNCTION OF TRUNK HIGHWAY 200 AND TRUNK HIGHWAY 6 IN
 DQ8534'REMER, AT TRUNK HIGHWAY 200 MILE POINT 163.55.
 DQ8534'
 DQ8534'THE MARK IS LOCATED 30.0 FT (9.1 M) NORTHEAST OF TRUNK HIGHWAY 200,
 DQ8534'20.2 FT (6.2 M) SOUTHEAST OF AN ENTRANCE, 1.5 FT (0.5 M) NORTHWEST OF
 DQ8534'A WITNESS POST.
 DQ8534'
 DQ8534'NOTE-THE STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM ROD
 DQ8534'DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION REMOVABLE DISK
 DQ8534'SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH PVC
 DQ8534'PIPE BACK FILLED WITH WASHED SAND.
 DQ8534
 DQ8534                          STATION RECOVERY (2023)
 DQ8534
 DQ8534'RECOVERY NOTE BY MN DEPT OF TRANSP 2023 (TJD)
 DQ8534'5.0 MI (8.0 KM) SOUTHEAST OF REMER, 4.7 MI (7.6 KM) SOUTHEAST ALONG
 DQ8534'TRUNK HIGHWAY 200 FROM THE EAST JUNCTION OF TRUNK HIGHWAY 200 AND
 DQ8534'TRUNK HIGHWAY 6 IN REMER, AT TRUNK HIGHWAY 200 MILE POINT 163.55, 30.0
 DQ8534'FT (9.1 M) NORTHEAST OF TRUNK HIGHWAY 200, 20.2 FT (6.2 M) SOUTHEAST
 DQ8534'OF AN ENTRANCE, 1.5 FT (0.5 M) NORTHWEST OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DQ8533 ***********************************************************************
 DQ8533  DESIGNATION -  1108 G
 DQ8533  PID         -  DQ8533
 DQ8533  STATE/COUNTY-  MN/CASS
 DQ8533  COUNTRY     -  US
 DQ8533  USGS QUAD   -  SHOVEL LAKE (2019)
 DQ8533
 DQ8533                         *CURRENT SURVEY CONTROL
 DQ8533  ______________________________________________________________________
 DQ8533* NAD 83(1986) POSITION- 46 59 31.02   (N) 093 48 25.46   (W)   HD_HELD1
 DQ8533* NAVD 88 ORTHO HEIGHT -   417.470 (meters)     1369.65  (feet) ADJUSTED
 DQ8533  ______________________________________________________________________
 DQ8533  GEOID HEIGHT    -        -28.783 (meters)                     GEOID18
 DQ8533  DYNAMIC HEIGHT  -        417.496 (meters)     1369.73  (feet) COMP
 DQ8533  MODELED GRAVITY -    980,664.0   (mgal)                       NAVD 88
 DQ8533
 DQ8533  VERT ORDER      -  SECOND    CLASS I
 DQ8533
 DQ8533.The horizontal coordinates were determined by differentially corrected
 DQ8533.hand held GPS observations or other comparable positioning techniques
 DQ8533.and have an estimated accuracy of +/- 3 meters.
 DQ8533
 DQ8533.The orthometric height was determined by differential leveling and
 DQ8533.adjusted by the NATIONAL GEODETIC SURVEY
 DQ8533.in April 2021.
 DQ8533
 DQ8533.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ8533.GEOID18 height accuracy estimate available here.
 DQ8533
 DQ8533.Click photographs - Photos may exist for this station.
 DQ8533
 DQ8533.The dynamic height is computed by dividing the NAVD 88
 DQ8533.geopotential number by the normal gravity value computed on the
 DQ8533.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ8533.degrees latitude (g = 980.6199 gals.).
 DQ8533
 DQ8533.The modeled gravity was interpolated from observed gravity values.
 DQ8533
 DQ8533;                    North         East    Units  Estimated Accuracy
 DQ8533;SPC MN C     -   321,499.5     833,691.8     MT  (+/- 3 meters HH1 GPS) 
 DQ8533
 DQ8533_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVN3863204585(NAD 83)
 DQ8533
 DQ8533                          SUPERSEDED SURVEY CONTROL
 DQ8533
 DQ8533.No superseded survey control is available for this station.
 DQ8533
 DQ8533_MARKER: I = METAL ROD
 DQ8533_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DQ8533_STAMPING: 1108 G 2017
 DQ8533_MARK LOGO: MNDT
 DQ8533_PROJECTION: RECESSED 8 CENTIMETERS
 DQ8533_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DQ8533_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ8533_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ8533+SATELLITE: SATELLITE OBSERVATIONS - May 31, 2023
 DQ8533_ROD/PIPE-DEPTH: 3.4 meters
 DQ8533
 DQ8533  HISTORY     - Date     Condition        Report By
 DQ8533  HISTORY     - 20170427 MONUMENTED       MNDT
 DQ8533  HISTORY     - 20230531 GOOD             MNDT
 DQ8533
 DQ8533                          STATION DESCRIPTION
 DQ8533
 DQ8533'DESCRIBED BY MN DEPT OF TRANSP 2017
 DQ8533'THE MARK IS LOCATED ABOUT 6.6 MI (10.6 KM) SOUTHEAST OF REMER.
 DQ8533'
 DQ8533'TO REACH THE MARK GO 6.5 MI (10.5 KM) SOUTHEAST ALONG TRUNK HIGHWAY
 DQ8533'200 FROM THE EAST JUNCTION OF TRUNK HIGHWAY 200 AND TRUNK HIGHWAY 6 IN
 DQ8533'REMER, AT TRUNK HIGHWAY 200 MILE POINT 165.35.
 DQ8533'
 DQ8533'THE MARK IS LOCATED 45.2 FT (13.8 M) SOUTHWEST OF TRUNK HIGHWAY 200,
 DQ8533'56.9 FT (17.3 M) NORTHWEST OF AN ENTRANCE, 1.5 FT (0.5 M) NORTHEAST OF
 DQ8533'A WITNESS POST.
 DQ8533'
 DQ8533'NOTE-THE STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM ROD
 DQ8533'DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION REMOVABLE DISK
 DQ8533'SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH PVC
 DQ8533'PIPE BACK FILLED WITH WASHED SAND.
 DQ8533
 DQ8533                          STATION RECOVERY (2023)
 DQ8533
 DQ8533'RECOVERY NOTE BY MN DEPT OF TRANSP 2023 (RMJ)
 DQ8533'6.6 MI (10.6 KM) SOUTHEAST OF REMER, 6.5 MI (10.5 KM) SOUTHEAST ALONG
 DQ8533'TRUNK HIGHWAY 200 FROM THE EAST JUNCTION OF TRUNK HIGHWAY 200 AND
 DQ8533'TRUNK HIGHWAY 6 IN REMER, AT TRUNK HIGHWAY 200 MILE POINT 165.35, 45.2
 DQ8533'FT (13.8 M) SOUTHWEST OF TRUNK HIGHWAY 200, 56.9 FT (17.3 M) NORTHWEST
 DQ8533'OF AN ENTRANCE, 1.5 FT (0.5 M) NORTHEAST OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DQ8531 ***********************************************************************
 DQ8531  DESIGNATION -  1108 H
 DQ8531  PID         -  DQ8531
 DQ8531  STATE/COUNTY-  MN/CASS
 DQ8531  COUNTRY     -  US
 DQ8531  USGS QUAD   -  SHOVEL LAKE (2019)
 DQ8531
 DQ8531                         *CURRENT SURVEY CONTROL
 DQ8531  ______________________________________________________________________
 DQ8531* NAD 83(1986) POSITION- 46 59 00.14   (N) 093 47 17.58   (W)   HD_HELD1
 DQ8531* NAVD 88 ORTHO HEIGHT -   412.586 (meters)     1353.63  (feet) ADJUSTED
 DQ8531  ______________________________________________________________________
 DQ8531  GEOID HEIGHT    -        -28.775 (meters)                     GEOID18
 DQ8531  DYNAMIC HEIGHT  -        412.612 (meters)     1353.71  (feet) COMP
 DQ8531  MODELED GRAVITY -    980,664.7   (mgal)                       NAVD 88
 DQ8531
 DQ8531  VERT ORDER      -  SECOND    CLASS I
 DQ8531
 DQ8531.The horizontal coordinates were determined by differentially corrected
 DQ8531.hand held GPS observations or other comparable positioning techniques
 DQ8531.and have an estimated accuracy of +/- 3 meters.
 DQ8531
 DQ8531.The orthometric height was determined by differential leveling and
 DQ8531.adjusted by the NATIONAL GEODETIC SURVEY
 DQ8531.in April 2021.
 DQ8531
 DQ8531.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ8531.GEOID18 height accuracy estimate available here.
 DQ8531
 DQ8531.Click photographs - Photos may exist for this station.
 DQ8531
 DQ8531.The dynamic height is computed by dividing the NAVD 88
 DQ8531.geopotential number by the normal gravity value computed on the
 DQ8531.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ8531.degrees latitude (g = 980.6199 gals.).
 DQ8531
 DQ8531.The modeled gravity was interpolated from observed gravity values.
 DQ8531
 DQ8531;                    North         East    Units  Estimated Accuracy
 DQ8531;SPC MN C     -   320,554.2     835,131.6     MT  (+/- 3 meters HH1 GPS) 
 DQ8531
 DQ8531_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVN4005603617(NAD 83)
 DQ8531
 DQ8531                          SUPERSEDED SURVEY CONTROL
 DQ8531
 DQ8531.No superseded survey control is available for this station.
 DQ8531
 DQ8531_MARKER: I = METAL ROD
 DQ8531_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DQ8531_STAMPING: 1108 H 2017
 DQ8531_MARK LOGO: MNDT
 DQ8531_PROJECTION: FLUSH
 DQ8531_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DQ8531_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ8531_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ8531+SATELLITE: SATELLITE OBSERVATIONS - May 31, 2023
 DQ8531_ROD/PIPE-DEPTH: 14.9 meters
 DQ8531
 DQ8531  HISTORY     - Date     Condition        Report By
 DQ8531  HISTORY     - 20170426 MONUMENTED       MNDT
 DQ8531  HISTORY     - 20230531 GOOD             MNDT
 DQ8531
 DQ8531                          STATION DESCRIPTION
 DQ8531
 DQ8531'DESCRIBED BY MN DEPT OF TRANSP 2017
 DQ8531'THE MARK IS LOCATED ABOUT 7.7 MI (12.4 KM) SOUTHEAST OF REMER.
 DQ8531'
 DQ8531'TO REACH THE MARK GO 7.55 MI (12.15 KM) SOUTHEAST ALONG TRUNK HIGHWAY
 DQ8531'200 FROM THE EAST JUNCTION OF TRUNK HIGHWAY 200 AND TRUNK HIGHWAY 6 IN
 DQ8531'REMER, AT TRUNK HIGHWAY 200 MILE POINT 166.4.
 DQ8531'
 DQ8531'THE MARK IS LOCATED 26.5 FT (8.1 M) NORTHEAST OF TRUNK HIGHWAY 200,
 DQ8531'16.2 FT (4.9 M) NORTHWEST OF STATE FOREST ROAD 1620, 1.5 FT (0.5 M)
 DQ8531'SOUTHEAST OF A WITNESS POST.
 DQ8531'
 DQ8531'NOTE-THE STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM ROD
 DQ8531'DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION REMOVABLE DISK
 DQ8531'SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH PVC
 DQ8531'PIPE BACK FILLED WITH WASHED SAND.
 DQ8531
 DQ8531                          STATION RECOVERY (2023)
 DQ8531
 DQ8531'RECOVERY NOTE BY MN DEPT OF TRANSP 2023 (RMJ)
 DQ8531'7.7 MI (12.4 KM) SOUTHEAST OF REMER, 7.55 MI (12.15 KM) SOUTHEAST
 DQ8531'ALONG TRUNK HIGHWAY 200 FROM THE EAST JUNCTION OF TRUNK HIGHWAY 200
 DQ8531'AND TRUNK HIGHWAY 6 IN REMER, AT TRUNK HIGHWAY 200 MILE POINT 166.4,
 DQ8531'26.5 FT (8.1 M) NORTHEAST OF TRUNK HIGHWAY 200, 16.2 FT (4.9 M)
 DQ8531'NORTHWEST OF STATE FOREST ROAD 1620, 13.5 FT (4.1 M) SOUTHEAST OF A
 DQ8531'WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DM4870 ***********************************************************************
 DM4870  DESIGNATION -  1109 A RESET
 DM4870  PID         -  DM4870
 DM4870  STATE/COUNTY-  MN/CASS
 DM4870  COUNTRY     -  US
 DM4870  USGS QUAD   -  OSHAWA (2019)
 DM4870
 DM4870                         *CURRENT SURVEY CONTROL
 DM4870  ______________________________________________________________________
 DM4870* NAD 83(2011) POSITION- 46 47 21.99077(N) 094 42 09.05497(W)   ADJUSTED
 DM4870* NAD 83(2011) ELLIP HT-   400.171 (meters)        (06/27/12)   ADJUSTED
 DM4870* NAD 83(2011) EPOCH   -  2010.00
 DM4870* NAVD 88 ORTHO HEIGHT -   427.813 (meters)     1403.58  (feet) ADJUSTED
 DM4870  ______________________________________________________________________
 DM4870  GEOID HEIGHT    -        -27.653 (meters)                     GEOID18
 DM4870  NAD 83(2011) X  -   -358,676.611 (meters)                     COMP
 DM4870  NAD 83(2011) Y  - -4,360,324.135 (meters)                     COMP
 DM4870  NAD 83(2011) Z  -  4,626,061.160 (meters)                     COMP
 DM4870  LAPLACE CORR    -         -3.20  (seconds)                    DEFLEC18
 DM4870  DYNAMIC HEIGHT  -        427.832 (meters)     1403.65  (feet) COMP
 DM4870  MODELED GRAVITY -    980,646.0   (mgal)                       NAVD 88
 DM4870
 DM4870  VERT ORDER      -  SECOND    CLASS I
 DM4870
 DM4870  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DM4870  Standards:
 DM4870         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DM4870            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DM4870  -------------------------------------------------------------------
 DM4870  NETWORK    0.30   0.55           0.14   0.10   0.28     -0.03377585
 DM4870  -------------------------------------------------------------------
 DM4870  Click here for local accuracies and other accuracy information.
 DM4870
 DM4870.The horizontal coordinates were established by GPS observations
 DM4870.and adjusted by the National Geodetic Survey in June 2012.
 DM4870
 DM4870.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DM4870.been affixed to the stable North American tectonic plate. See 
 DM4870.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DM4870
 DM4870.The horizontal coordinates are valid at the epoch date displayed above
 DM4870.which is a decimal equivalence of Year/Month/Day.
 DM4870
 DM4870.The orthometric height was determined by differential leveling and
 DM4870.adjusted by the NATIONAL GEODETIC SURVEY
 DM4870.in February 2020.
 DM4870
 DM4870.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM4870.GEOID18 height accuracy estimate available here.
 DM4870
 DM4870.Click photographs - Photos may exist for this station.
 DM4870
 DM4870.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DM4870
 DM4870.The Laplace correction was computed from DEFLEC18 derived deflections.
 DM4870
 DM4870.The ellipsoidal height was determined by GPS observations
 DM4870.and is referenced to NAD 83.
 DM4870
 DM4870.The dynamic height is computed by dividing the NAVD 88
 DM4870.geopotential number by the normal gravity value computed on the
 DM4870.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM4870.degrees latitude (g = 980.6199 gals.).
 DM4870
 DM4870.The modeled gravity was interpolated from observed gravity values.
 DM4870
 DM4870. The following values were computed from the NAD 83(2011) position.
 DM4870
 DM4870;                    North         East     Units Scale Factor Converg.
 DM4870;SPC MN C     -   298,992.154   765,450.322   MT  0.99995347   -0 19 38.4
 DM4870;SPC MN C     -   980,943.43  2,511,314.93   sFT  0.99995347   -0 19 38.4
 DM4870;UTM  15      - 5,183,173.264   370,058.853   MT  0.99980753   -1 14 27.7
 DM4870
 DM4870!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DM4870!SPC MN C     -   0.99993728  x   0.99995347  =   0.99989075
 DM4870!UTM  15      -   0.99993728  x   0.99980753  =   0.99974482
 DM4870
 DM4870:                Primary Azimuth Mark                     Grid Az
 DM4870:SPC MN C     -  1109 B                                   180 43 09.9
 DM4870:UTM  15      -  1109 B                                   181 37 59.2
 DM4870
 DM4870_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUM7005883173(NAD 83)
 DM4870
 DM4870|---------------------------------------------------------------------|
 DM4870| PID    Reference Object                     Distance      Geod. Az  |
 DM4870|                                                           dddmmss.s |
 DM4870| DF3895 1109 B                              APPROX. 1.6 KM 1802331.5 |
 DM4870|---------------------------------------------------------------------|
 DM4870
 DM4870                          SUPERSEDED SURVEY CONTROL
 DM4870
 DM4870  NAD 83(2007)-  46 47 21.99065(N)    094 42 09.05587(W) AD(2002.00) 1
 DM4870  ELLIP H (07/18/11)  400.203  (m)                       GP(2002.00) 4 1
 DM4870  NAVD 88 (08/26/19)  427.821  (m)         1403.61   (f) SUPERSEDED  2 1
 DM4870  NAVD 88             427.82   (m)         1403.6    (f) LEVELING    3  
 DM4870  NAVD 88 (02/16/11)  427.821  (m)         1403.61   (f) SUPERSEDED  2 1
 DM4870
 DM4870.Superseded values are not recommended for survey control.
 DM4870
 DM4870.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DM4870.See file dsdata.pdf to determine how the superseded data were derived.
 DM4870
 DM4870_MARKER: DD = SURVEY DISK
 DM4870_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DM4870_STAMPING: 1109 A RESET 2001 2007
 DM4870_MARK LOGO: MNDT
 DM4870_PROJECTION: RECESSED 3 CENTIMETERS
 DM4870_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DM4870_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DM4870_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DM4870+SATELLITE: SATELLITE OBSERVATIONS - May 09, 2023
 DM4870_ROD/PIPE-DEPTH: 13.7 meters
 DM4870
 DM4870  HISTORY     - Date     Condition        Report By
 DM4870  HISTORY     - 20070410 MONUMENTED       MNDT
 DM4870  HISTORY     - 20101103 GOOD             MNDT
 DM4870  HISTORY     - 20140812 GOOD             MNDT
 DM4870  HISTORY     - 20170620 GOOD             MNDT
 DM4870  HISTORY     - 20230509 GOOD             MNDT
 DM4870
 DM4870                          STATION DESCRIPTION
 DM4870
 DM4870'DESCRIBED BY MN DEPT OF TRANSP 2007 (WAS)
 DM4870'THE MARK IS 3.0 MILES WEST-SOUTHWEST OF OSHAWA, 1.0 MILE SOUTH ALONG
 DM4870'TRUNK HIGHWAY 64 FROM JUNCTION OF TRUNK HIGHWAY 64 AND TRUNK HIGHWAY
 DM4870'87 NEAR OSHAWA, AT TRUNK HIGHWAY 64 MILE POINT 32.85, 55.4 FEET
 DM4870'NORTH-NORTHEAST OF POWER POLE, 41.5 FEET WEST OF TRUNK HIGHWAY 64, 5
 DM4870'FEET NORTH OF ENTRANCE, 1.8 FEET SOUTH OF WITNESS POST.
 DM4870
 DM4870                          STATION RECOVERY (2010)
 DM4870
 DM4870'RECOVERY NOTE BY MN DEPT OF TRANSP 2010 (MPP)
 DM4870'THE MARK IS 3.0 MILES WEST-SOUTHWEST OF OSHAWA, 1.0 MILE SOUTH ALONG
 DM4870'TRUNK HIGHWAY 64 FROM JUNCTION OF TRUNK HIGHWAY 64 AND TRUNK HIGHWAY
 DM4870'87 (3.0 MILES WEST OF OSHAWA), AT TRUNK HIGHWAY 64 MILEPOINT 32.85,
 DM4870'55.4 FEET NORTH-NORTHEAST OF POWER POLE, 41.5 FEET WEST OF TRUNK
 DM4870'HIGHWAY 64, 5.0 FEET NORTH OF ENTRANCE, 1.8 FEET SOUTH OF WITNESS
 DM4870'POST.
 DM4870
 DM4870                          STATION RECOVERY (2014)
 DM4870
 DM4870'RECOVERY NOTE BY MN DEPT OF TRANSP 2014 (JAM)
 DM4870'RECOVERED AS DESCRIBED.
 DM4870
 DM4870                          STATION RECOVERY (2017)
 DM4870
 DM4870'RECOVERY NOTE BY MN DEPT OF TRANSP 2017 (JNB)
 DM4870'3.0 MILES WEST-SOUTHWEST OF OSHAWA, 1.0 MILE SOUTH ALONG TRUNK HIGHWAY
 DM4870'64 FROM THE JUNCTION OF TRUNK HIGHWAY 64 AND TRUNK HIGHWAY 87 (3.0
 DM4870'MILES WEST OF OSHAWA), AT TRUNK HIGHWAY 64 MILEPOINT 32.85, 55.4 FEET
 DM4870'NORTH-NORTHEAST OF A POWER POLE, 41.5 FEET WEST OF TRUNK HIGHWAY 64,
 DM4870'5.0 FEET NORTH OF AN ENTRANCE, 1.8 FEET SOUTH OF A WITNESS POST.
 DM4870
 DM4870                          STATION RECOVERY (2023)
 DM4870
 DM4870'RECOVERY NOTE BY MN DEPT OF TRANSP 2023 (TJD)
 DM4870'3.0 MI (4.8 KM) WEST-SOUTHWEST OF OSHAWA, 1.0 MI (1.6 KM) SOUTH ALONG
 DM4870'TRUNK HIGHWAY 64 FROM THE JUNCTION OF TRUNK HIGHWAY 64 AND TRUNK
 DM4870'HIGHWAY 87 (THE JUNCTION IS 3.0 MI (4.8 KM) WEST OF OSHAWA), AT TRUNK
 DM4870'HIGHWAY 64 MILE POINT 32.85, 41.5 FT (12.6 M) WEST OF TRUNK HIGHWAY
 DM4870'64, 55.4 FT (16.9 M) NORTH-NORTHEAST OF A POWER POLE, 5.0 FT (1.5 M)
 DM4870'NORTH OF AN ENTRANCE, 1.8 FT (0.5 M) SOUTH OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DQ1155 ***********************************************************************
 DQ1155  DESIGNATION -  1109 B RESET
 DQ1155  PID         -  DQ1155
 DQ1155  STATE/COUNTY-  MN/CASS
 DQ1155  COUNTRY     -  US
 DQ1155  USGS QUAD   -  OSHAWA (2019)
 DQ1155
 DQ1155                         *CURRENT SURVEY CONTROL
 DQ1155  ______________________________________________________________________
 DQ1155* NAD 83(2011) POSITION- 46 46 29.82525(N) 094 42 09.57436(W)   ADJUSTED
 DQ1155* NAD 83(2011) ELLIP HT-   404.662 (meters)        (03/13/20)   ADJUSTED
 DQ1155* NAD 83(2011) EPOCH   -  2010.00
 DQ1155* NAVD 88 ORTHO HEIGHT -   432.295 (meters)     1418.29  (feet) ADJUSTED
 DQ1155  ______________________________________________________________________
 DQ1155  GEOID HEIGHT    -        -27.646 (meters)                     GEOID18
 DQ1155  NAD 83(2011) X  -   -358,784.092 (meters)                     COMP
 DQ1155  NAD 83(2011) Y  - -4,361,496.336 (meters)                     COMP
 DQ1155  NAD 83(2011) Z  -  4,624,961.295 (meters)                     COMP
 DQ1155  LAPLACE CORR    -         -3.17  (seconds)                    DEFLEC18
 DQ1155  DYNAMIC HEIGHT  -        432.314 (meters)     1418.35  (feet) COMP
 DQ1155  MODELED GRAVITY -    980,643.9   (mgal)                       NAVD 88
 DQ1155
 DQ1155  VERT ORDER      -  SECOND    CLASS I
 DQ1155
 DQ1155  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DQ1155  Standards:
 DQ1155         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DQ1155            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DQ1155  -------------------------------------------------------------------
 DQ1155  NETWORK    0.34   0.88           0.16   0.11   0.45     -0.05090750
 DQ1155  -------------------------------------------------------------------
 DQ1155  Click here for local accuracies and other accuracy information.
 DQ1155
 DQ1155.The horizontal coordinates were established by GPS observations
 DQ1155.and adjusted by the MN DEPT OF TRANSP in March 2020.
 DQ1155
 DQ1155.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DQ1155.been affixed to the stable North American tectonic plate. See 
 DQ1155.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DQ1155
 DQ1155.The horizontal coordinates are valid at the epoch date displayed above
 DQ1155.which is a decimal equivalence of Year/Month/Day.
 DQ1155
 DQ1155.The orthometric height was determined by differential leveling and
 DQ1155.adjusted by the NATIONAL GEODETIC SURVEY
 DQ1155.in February 2020.
 DQ1155
 DQ1155.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ1155.GEOID18 height accuracy estimate available here.
 DQ1155
 DQ1155.Click photographs - Photos may exist for this station.
 DQ1155
 DQ1155.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DQ1155
 DQ1155.The Laplace correction was computed from DEFLEC18 derived deflections.
 DQ1155
 DQ1155.The ellipsoidal height was determined by GPS observations
 DQ1155.and is referenced to NAD 83.
 DQ1155
 DQ1155.The dynamic height is computed by dividing the NAVD 88
 DQ1155.geopotential number by the normal gravity value computed on the
 DQ1155.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ1155.degrees latitude (g = 980.6199 gals.).
 DQ1155
 DQ1155.The modeled gravity was interpolated from observed gravity values.
 DQ1155
 DQ1155. The following values were computed from the NAD 83(2011) position.
 DQ1155
 DQ1155;                    North         East     Units Scale Factor Converg.
 DQ1155;SPC MN C     -   297,381.469   765,430.101   MT  0.99995150   -0 19 38.8
 DQ1155;SPC MN C     -   975,659.04  2,511,248.59   sFT  0.99995150   -0 19 38.8
 DQ1155;UTM  15      - 5,181,563.339   370,012.961   MT  0.99980768   -1 14 27.1
 DQ1155
 DQ1155!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DQ1155!SPC MN C     -   0.99993657  x   0.99995150  =   0.99988807
 DQ1155!UTM  15      -   0.99993657  x   0.99980768  =   0.99974426
 DQ1155
 DQ1155_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUM7001281563(NAD 83)
 DQ1155
 DQ1155                          SUPERSEDED SURVEY CONTROL
 DQ1155
 DQ1155  NAVD 88 (08/26/19)  432.302  (m)         1418.31   (f) SUPERSEDED  2 1
 DQ1155  NAVD 88 (05/02/18)  432.302  (m)         1418.31   (f) SUPERSEDED  2 1
 DQ1155
 DQ1155.Superseded values are not recommended for survey control.
 DQ1155
 DQ1155.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DQ1155.See file dsdata.pdf to determine how the superseded data were derived.
 DQ1155
 DQ1155_MARKER: I = METAL ROD
 DQ1155_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DQ1155_STAMPING: 1109 B RESET 2014
 DQ1155_MARK LOGO: MNDT
 DQ1155_PROJECTION: RECESSED 8 CENTIMETERS
 DQ1155_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DQ1155_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ1155_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ1155+SATELLITE: SATELLITE OBSERVATIONS - May 09, 2023
 DQ1155_ROD/PIPE-DEPTH: 12.2 meters
 DQ1155
 DQ1155  HISTORY     - Date     Condition        Report By
 DQ1155  HISTORY     - 20140812 MONUMENTED       MNDT
 DQ1155  HISTORY     - 20170823 GOOD             MNDT
 DQ1155  HISTORY     - 20230509 GOOD             MNDT
 DQ1155
 DQ1155                          STATION DESCRIPTION
 DQ1155
 DQ1155'DESCRIBED BY MN DEPT OF TRANSP 2014
 DQ1155'THE STATION IS LOCATED ABOUT 9.4 MI (15.1 KM) WEST-SOUTHWEST OF
 DQ1155'BACKUS, 9.0 MI (14.5 KM) EAST OF HUNTERSVILLE AND 3.6 MI (5.8 KM)
 DQ1155'WEST-SOUTHWEST OF OSHAWA.
 DQ1155'
 DQ1155'TO REACH THE MARK GO 2.0 MI (3.2 KM) SOUTH ALONG TRUNK HIGHWAY 64 FROM
 DQ1155'THE JUNCTION OF TRUNK HIGHWAY 64 AND TRUNK HIGHWAY 87 AT TRUNK HIGHWAY
 DQ1155'64 MILE POINT 31.85.
 DQ1155'
 DQ1155'THE MARK IS LOCATED 61.0 FT (18.6 M) NORTH OF POWER POLE, 52.0 FT
 DQ1155'(15.8 M) WEST OF TRUNK HIGHWAY 64, 22.0 FT (6.7 M) NORTH OF ENTRANCE,
 DQ1155'2.3 FT (0.7 M) SOUTH OF A WITNESS POST.
 DQ1155'
 DQ1155'NOTE - THE STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM
 DQ1155'ROD DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION REMOVABLE
 DQ1155'DISK SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH
 DQ1155'PVC PIPE BACK FILLED WITH WASHED SAND.
 DQ1155
 DQ1155                          STATION RECOVERY (2017)
 DQ1155
 DQ1155'RECOVERY NOTE BY MN DEPT OF TRANSP 2017 (TJS)
 DQ1155'RECOVERED AS DESCRIBED.
 DQ1155
 DQ1155                          STATION RECOVERY (2023)
 DQ1155
 DQ1155'RECOVERY NOTE BY MN DEPT OF TRANSP 2023 (TJD)
 DQ1155'4.0 MI (6.4 KM) SOUTHWEST OF OSHAWA, 2.0 MI (3.2 KM) SOUTH ALONG TRUNK
 DQ1155'HIGHWAY 64 FROM THE JUNCTION OF TRUNK HIGHWAY 64 AND TRUNK HIGHWAY 87
 DQ1155'(THE JUNCTION IS 3.0 MI (4.8 KM) WEST OF OSHAWA), AT TRUNK HIGHWAY 64
 DQ1155'MILE POINT 31.85, 61.0 FT (18.6 M) NORTH OF A POWER POLE, 52.0 FT
 DQ1155'(15.8 M) WEST OF TRUNK HIGHWAY 64, 22.0 FT (6.7 M) NORTH OF AN
 DQ1155'ENTRANCE, 2.3 FT (0.7 M) SOUTH OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DF3897 ***********************************************************************
 DF3897  DESIGNATION -  1109 C
 DF3897  PID         -  DF3897
 DF3897  STATE/COUNTY-  MN/CASS
 DF3897  COUNTRY     -  US
 DF3897  USGS QUAD   -  SPIDER LAKE (2019)
 DF3897
 DF3897                         *CURRENT SURVEY CONTROL
 DF3897  ______________________________________________________________________
 DF3897* NAD 83(2011) POSITION- 46 44 44.86681(N) 094 42 09.66195(W)   ADJUSTED
 DF3897* NAD 83(2011) ELLIP HT-   406.793 (meters)        (06/27/12)   ADJUSTED
 DF3897* NAD 83(2011) EPOCH   -  2010.00
 DF3897* NAVD 88 ORTHO HEIGHT -   434.414 (meters)     1425.24  (feet) ADJUSTED
 DF3897  ______________________________________________________________________
 DF3897  GEOID HEIGHT    -        -27.632 (meters)                     GEOID18
 DF3897  NAD 83(2011) X  -   -358,979.651 (meters)                     COMP
 DF3897  NAD 83(2011) Y  - -4,363,850.938 (meters)                     COMP
 DF3897  NAD 83(2011) Z  -  4,622,742.412 (meters)                     COMP
 DF3897  LAPLACE CORR    -         -3.01  (seconds)                    DEFLEC18
 DF3897  DYNAMIC HEIGHT  -        434.430 (meters)     1425.29  (feet) COMP
 DF3897  MODELED GRAVITY -    980,639.8   (mgal)                       NAVD 88
 DF3897
 DF3897  VERT ORDER      -  SECOND    CLASS I
 DF3897
 DF3897  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DF3897  Standards:
 DF3897         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DF3897            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DF3897  -------------------------------------------------------------------
 DF3897  NETWORK    0.30   0.55           0.14   0.10   0.28     -0.06835855
 DF3897  -------------------------------------------------------------------
 DF3897  Click here for local accuracies and other accuracy information.
 DF3897
 DF3897.The horizontal coordinates were established by GPS observations
 DF3897.and adjusted by the National Geodetic Survey in June 2012.
 DF3897
 DF3897.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DF3897.been affixed to the stable North American tectonic plate. See 
 DF3897.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DF3897
 DF3897.The horizontal coordinates are valid at the epoch date displayed above
 DF3897.which is a decimal equivalence of Year/Month/Day.
 DF3897
 DF3897.The orthometric height was determined by differential leveling and
 DF3897.adjusted by the NATIONAL GEODETIC SURVEY
 DF3897.in February 2020.
 DF3897
 DF3897.Significant digits in the geoid height do not necessarily reflect accuracy.
 DF3897.GEOID18 height accuracy estimate available here.
 DF3897
 DF3897.Click photographs - Photos may exist for this station.
 DF3897
 DF3897.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DF3897
 DF3897.The Laplace correction was computed from DEFLEC18 derived deflections.
 DF3897
 DF3897.The ellipsoidal height was determined by GPS observations
 DF3897.and is referenced to NAD 83.
 DF3897
 DF3897.The dynamic height is computed by dividing the NAVD 88
 DF3897.geopotential number by the normal gravity value computed on the
 DF3897.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DF3897.degrees latitude (g = 980.6199 gals.).
 DF3897
 DF3897.The modeled gravity was interpolated from observed gravity values.
 DF3897
 DF3897. The following values were computed from the NAD 83(2011) position.
 DF3897
 DF3897;                    North         East     Units Scale Factor Converg.
 DF3897;SPC MN C     -   294,140.633   765,409.720   MT  0.99994772   -0 19 38.9
 DF3897;SPC MN C     -   965,026.39  2,511,181.72   sFT  0.99994772   -0 19 38.9
 DF3897;UTM  15      - 5,178,323.699   369,940.947   MT  0.99980791   -1 14 25.0
 DF3897
 DF3897!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF3897!SPC MN C     -   0.99993624  x   0.99994772  =   0.99988396
 DF3897!UTM  15      -   0.99993624  x   0.99980791  =   0.99974416
 DF3897
 DF3897:                Primary Azimuth Mark                     Grid Az
 DF3897:SPC MN C     -  1109 D                                   174 50 50.1
 DF3897:UTM  15      -  1109 D                                   175 45 36.2
 DF3897
 DF3897_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUM6994078323(NAD 83)
 DF3897
 DF3897|---------------------------------------------------------------------|
 DF3897| PID    Reference Object                     Distance      Geod. Az  |
 DF3897|                                                           dddmmss.s |
 DF3897| DF3898 1109 D                              APPROX. 1.6 KM 1743111.2 |
 DF3897|---------------------------------------------------------------------|
 DF3897
 DF3897                          SUPERSEDED SURVEY CONTROL
 DF3897
 DF3897  NAD 83(2007)-  46 44 44.86676(N)    094 42 09.66298(W) AD(2002.00) 1
 DF3897  ELLIP H (07/18/11)  406.829  (m)                       GP(2002.00) 4 1
 DF3897  NAVD 88 (08/26/19)  434.418  (m)         1425.25   (f) SUPERSEDED  2 1
 DF3897  NAVD 88             434.42   (m)         1425.3    (f) LEVELING    3  
 DF3897  NAVD 88 (06/03/04)  434.420  (m)         1425.26   (f) SUPERSEDED  2 1
 DF3897
 DF3897.Superseded values are not recommended for survey control.
 DF3897
 DF3897.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF3897.See file dsdata.pdf to determine how the superseded data were derived.
 DF3897
 DF3897_MARKER: DD = SURVEY DISK
 DF3897_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DF3897_STAMPING: 1109 C 2001
 DF3897_MARK LOGO: MNDT
 DF3897_PROJECTION: RECESSED 5 CENTIMETERS
 DF3897_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DF3897_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DF3897_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF3897+SATELLITE: SATELLITE OBSERVATIONS - May 09, 2023
 DF3897_ROD/PIPE-DEPTH: 12.2 meters
 DF3897
 DF3897  HISTORY     - Date     Condition        Report By
 DF3897  HISTORY     - 20010319 MONUMENTED       MNDT
 DF3897  HISTORY     - 20070404 GOOD             MNDT
 DF3897  HISTORY     - 20101103 GOOD             MNDT
 DF3897  HISTORY     - 20140812 GOOD             MNDT
 DF3897  HISTORY     - 20170823 GOOD             MNDT
 DF3897  HISTORY     - 20230509 GOOD             MNDT
 DF3897
 DF3897                          STATION DESCRIPTION
 DF3897
 DF3897'DESCRIBED BY MN DEPT OF TRANSP 2001 (DKH)
 DF3897'5.0 MI (8.0 KM) SW OF OSHAWA, 4.0 MI (6.4 KM) SOUTH ALONG TH 64 FROM
 DF3897'JCT OF TH 64 AND TH 87 3.0 MI (4.8 KM) WEST OF OSHAWA, AT TH 64 MP
 DF3897'29.85, 52.5 FT (16.0 M) WEST OF TH 64, 50.0 FT (15.2 M) NORTH OF 16TH
 DF3897'ST SW, 6.6 FT (2.0 M) SOUTH OF P-POLE, 2.9 FT (0.9 M) SOUTH OF WIT
 DF3897'POST.
 DF3897
 DF3897                          STATION RECOVERY (2007)
 DF3897
 DF3897'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (WAS)
 DF3897'RECOVERED AS DESCRIBED.
 DF3897
 DF3897                          STATION RECOVERY (2010)
 DF3897
 DF3897'RECOVERY NOTE BY MN DEPT OF TRANSP 2010 (MPP)
 DF3897'THE MARK WAS RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.
 DF3897'THE MARK IS 5.0 MILES SOUTHWEST OF OSHAWA, 4.0 MILES SOUTH ALONG TRUNK
 DF3897'HIGHWAY 64 FROM JUNCTION OF TRUNK HIGHWAY 64 AND TRUNK HIGHWAY 87 (3.0
 DF3897'MILES WEST OF OSHAWA), AT TRUNK HIGHWAY 64 MILEPOINT 29.85, 52.5 FEET
 DF3897'WEST OF TRUNK HIGHWAY 64, 50 FEET NORTH OF 16TH STREET SOUTHWEST, 2.9
 DF3897'FEET SOUTH OF WITNESS POST.
 DF3897
 DF3897                          STATION RECOVERY (2014)
 DF3897
 DF3897'RECOVERY NOTE BY MN DEPT OF TRANSP 2014 (MAS)
 DF3897'RECOVERED AS DESCRIBED.
 DF3897
 DF3897                          STATION RECOVERY (2017)
 DF3897
 DF3897'RECOVERY NOTE BY MN DEPT OF TRANSP 2017 (DJH)
 DF3897'RECOVERED AS DESCRIBED.
 DF3897
 DF3897                          STATION RECOVERY (2023)
 DF3897
 DF3897'RECOVERY NOTE BY MN DEPT OF TRANSP 2023 (TJD)
 DF3897'5.0 MI (8.0 KM) SOUTHWEST OF OSHAWA, 4.0 MI (6.4 KM) SOUTH ALONG TRUNK
 DF3897'HIGHWAY 64 FROM THE JUNCTION OF TRUNK HIGHWAY 64 AND TRUNK HIGHWAY 87
 DF3897'(THE JUNCTION IS 3.0 MI (4.8 KM) WEST OF OSHAWA), AT TRUNK HIGHWAY 64
 DF3897'MILE POINT 29.85, 52.5 FT (16.0 M) WEST OF TRUNK HIGHWAY 64, 50.0 FT
 DF3897'(15.2 M) NORTH OF 16TH STREET SOUTHWEST, 2.9 FT (0.9 M) SOUTH OF A
 DF3897'WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DM4869 ***********************************************************************
 DM4869  DESIGNATION -  1109 D 1
 DM4869  PID         -  DM4869
 DM4869  STATE/COUNTY-  MN/CASS
 DM4869  COUNTRY     -  US
 DM4869  USGS QUAD   -  SPIDER LAKE (2019)
 DM4869
 DM4869                         *CURRENT SURVEY CONTROL
 DM4869  ______________________________________________________________________
 DM4869* NAD 83(2011) POSITION- 46 42 57.64453(N) 094 42 06.92336(W)   ADJUSTED
 DM4869* NAD 83(2011) ELLIP HT-   405.227 (meters)        (06/27/12)   ADJUSTED
 DM4869* NAD 83(2011) EPOCH   -  2010.00
 DM4869* NAVD 88 ORTHO HEIGHT -   432.831 (meters)     1420.05  (feet) ADJUSTED
 DM4869  ______________________________________________________________________
 DM4869  GEOID HEIGHT    -        -27.612 (meters)                     GEOID18
 DM4869  NAD 83(2011) X  -   -359,119.259 (meters)                     COMP
 DM4869  NAD 83(2011) Y  - -4,366,257.519 (meters)                     COMP
 DM4869  NAD 83(2011) Z  -  4,620,471.716 (meters)                     COMP
 DM4869  LAPLACE CORR    -         -2.69  (seconds)                    DEFLEC18
 DM4869  DYNAMIC HEIGHT  -        432.846 (meters)     1420.10  (feet) COMP
 DM4869  MODELED GRAVITY -    980,636.8   (mgal)                       NAVD 88
 DM4869
 DM4869  VERT ORDER      -  SECOND    CLASS I
 DM4869
 DM4869  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DM4869  Standards:
 DM4869         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DM4869            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DM4869  -------------------------------------------------------------------
 DM4869  NETWORK    0.28   0.47           0.13   0.09   0.24     -0.05496988
 DM4869  -------------------------------------------------------------------
 DM4869  Click here for local accuracies and other accuracy information.
 DM4869
 DM4869.The horizontal coordinates were established by GPS observations
 DM4869.and adjusted by the National Geodetic Survey in June 2012.
 DM4869
 DM4869.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DM4869.been affixed to the stable North American tectonic plate. See 
 DM4869.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DM4869
 DM4869.The horizontal coordinates are valid at the epoch date displayed above
 DM4869.which is a decimal equivalence of Year/Month/Day.
 DM4869
 DM4869.The orthometric height was determined by differential leveling and
 DM4869.adjusted by the NATIONAL GEODETIC SURVEY
 DM4869.in February 2020.
 DM4869
 DM4869.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM4869.GEOID18 height accuracy estimate available here.
 DM4869
 DM4869.Click photographs - Photos may exist for this station.
 DM4869
 DM4869.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DM4869
 DM4869.The Laplace correction was computed from DEFLEC18 derived deflections.
 DM4869
 DM4869.The ellipsoidal height was determined by GPS observations
 DM4869.and is referenced to NAD 83.
 DM4869
 DM4869.The dynamic height is computed by dividing the NAVD 88
 DM4869.geopotential number by the normal gravity value computed on the
 DM4869.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM4869.degrees latitude (g = 980.6199 gals.).
 DM4869
 DM4869.The modeled gravity was interpolated from observed gravity values.
 DM4869
 DM4869. The following values were computed from the NAD 83(2011) position.
 DM4869
 DM4869;                    North         East     Units Scale Factor Converg.
 DM4869;SPC MN C     -   290,829.582   765,448.957   MT  0.99994412   -0 19 36.9
 DM4869;SPC MN C     -   954,163.39  2,511,310.45   sFT  0.99994412   -0 19 36.9
 DM4869;UTM  15      - 5,175,012.899   369,927.450   MT  0.99980796   -1 14 20.8
 DM4869
 DM4869!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DM4869!SPC MN C     -   0.99993648  x   0.99994412  =   0.99988061
 DM4869!UTM  15      -   0.99993648  x   0.99980796  =   0.99974445
 DM4869
 DM4869:                Primary Azimuth Mark                     Grid Az
 DM4869:SPC MN C     -  1109 D                                   003 43 25.2
 DM4869:UTM  15      -  1109 D                                   004 38 09.1
 DM4869
 DM4869_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUM6992775012(NAD 83)
 DM4869
 DM4869|---------------------------------------------------------------------|
 DM4869| PID    Reference Object                     Distance      Geod. Az  |
 DM4869|                                                           dddmmss.s |
 DM4869| DF3898 1109 D                              APPROX. 1.7 KM 0032348.3 |
 DM4869|---------------------------------------------------------------------|
 DM4869
 DM4869                          SUPERSEDED SURVEY CONTROL
 DM4869
 DM4869  NAD 83(2007)-  46 42 57.64449(N)    094 42 06.92451(W) AD(2002.00) 1
 DM4869  ELLIP H (07/18/11)  405.261  (m)                       GP(2002.00) 4 1
 DM4869  NAVD 88 (08/26/19)  432.834  (m)         1420.06   (f) SUPERSEDED  2 1
 DM4869  NAVD 88             432.84   (m)         1420.1    (f) LEVELING    3  
 DM4869  NAVD 88 (02/16/11)  432.841  (m)         1420.08   (f) SUPERSEDED  2 1
 DM4869
 DM4869.Superseded values are not recommended for survey control.
 DM4869
 DM4869.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DM4869.See file dsdata.pdf to determine how the superseded data were derived.
 DM4869
 DM4869_MARKER: DD = SURVEY DISK
 DM4869_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DM4869_STAMPING: 1109 D 1 2006
 DM4869_MARK LOGO: MNDT
 DM4869_PROJECTION: FLUSH
 DM4869_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DM4869_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DM4869_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DM4869+SATELLITE: SATELLITE OBSERVATIONS - May 03, 2023
 DM4869_ROD/PIPE-DEPTH: 7.6 meters
 DM4869
 DM4869  HISTORY     - Date     Condition        Report By
 DM4869  HISTORY     - 20070611 MONUMENTED       MNDT
 DM4869  HISTORY     - 20101103 GOOD             MNDT
 DM4869  HISTORY     - 20120428 GOOD             WOOLPT
 DM4869  HISTORY     - 20150520 GOOD             MNDT
 DM4869  HISTORY     - 20170823 GOOD             MNDT
 DM4869  HISTORY     - 20230503 GOOD             MNDT
 DM4869
 DM4869                          STATION DESCRIPTION
 DM4869
 DM4869'DESCRIBED BY MN DEPT OF TRANSP 2007 (WAS)
 DM4869'THE MARK IS 14.0 MILES WEST OF PINE RIVER, 6.15 MILES SOUTH ALONG
 DM4869'TRUNK HIGHWAY 64 FROM THE JUNCTION OF TRUNK HIGHWAY 64 AND TRUNK
 DM4869'HIGHWAY 87, AT TRUNK HIGHWAY 64 MILE POINT 27.75, 57.0 FEET EAST OF
 DM4869'TRUNK HIGHWAY 64, 167.4 FEET SOUTH OF COUNTY ROAD 2, 15.8 FEET NORTH
 DM4869'OF ENTRANCE, 3.0 FEET SOUTH OF WITNESS POST.
 DM4869
 DM4869                          STATION RECOVERY (2010)
 DM4869
 DM4869'RECOVERY NOTE BY MN DEPT OF TRANSP 2010 (MPP)
 DM4869'THE MARK IS 7.0 MILES SOUTHWEST OF OSHAWA, 7.15 MILES SOUTH ALONG
 DM4869'TRUNK HIGHWAY 64 FROM THE JUNCTION OF TRUNK HIGHWAY 64 AND TRUNK
 DM4869'HIGHWAY 87 (5.0 MILES WEST OF OSHAWA), AT TRUNK HIGHWAY 64 MILEPOINT
 DM4869'27.75, 57.0 FEET EAST OF TRUNK HIGHWAY 64, 167.4 FEET SOUTH OF COUNTY
 DM4869'ROAD 2, 15.8 FEET NORTH OF ENTRANCE, 3.0 FEET SOUTH OF WITNESS POST.
 DM4869
 DM4869                          STATION RECOVERY (2012)
 DM4869
 DM4869'RECOVERY NOTE BY WOOLPERT CONSULTANTS 2012
 DM4869'RECOVERED IN GOOD CONDITION.
 DM4869
 DM4869                          STATION RECOVERY (2015)
 DM4869
 DM4869'RECOVERY NOTE BY MN DEPT OF TRANSP 2015 (BK)
 DM4869'RECOVERED AS DESCRIBED.
 DM4869
 DM4869                          STATION RECOVERY (2017)
 DM4869
 DM4869'RECOVERY NOTE BY MN DEPT OF TRANSP 2017 (DJH)
 DM4869'RECOVERED AS DESCRIBED.
 DM4869
 DM4869                          STATION RECOVERY (2023)
 DM4869
 DM4869'RECOVERY NOTE BY MN DEPT OF TRANSP 2023 (AJH)
 DM4869'7.0 MI (11.3 KM) SOUTHWEST OF OSHAWA, 7.15 MI (11.50 KM) SOUTH ALONG
 DM4869'TRUNK HIGHWAY 64 FROM THE JUNCTION OF TRUNK HIGHWAY 64 AND TRUNK
 DM4869'HIGHWAY 87 (THE JUNCTION IS 3.0 MI (4.8 KM) WEST OF OSHAWA), AT TRUNK
 DM4869'HIGHWAY 64 MILE POINT 27.75, 57.0 FT (17.4 M) EAST OF TRUNK HIGHWAY
 DM4869'64, 167.4 FT (51.0 M) SOUTH OF COUNTY ROAD 2, 15.8 FT (4.8 M) NORTH OF
 DM4869'AN ENTRANCE, 3.0 FT (0.9 M) SOUTH OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DM4857 ***********************************************************************
 DM4857  DESIGNATION -  1109 D 11
 DM4857  PID         -  DM4857
 DM4857  STATE/COUNTY-  MN/CASS
 DM4857  COUNTRY     -  US
 DM4857  USGS QUAD   -  BUNGO CREEK (2019)
 DM4857
 DM4857                         *CURRENT SURVEY CONTROL
 DM4857  ______________________________________________________________________
 DM4857* NAD 83(1986) POSITION- 46 37 51.6    (N) 094 31 54.6    (W)   HD_HELD2
 DM4857* NAVD 88 ORTHO HEIGHT -   435.148 (meters)     1427.65  (feet) ADJUSTED
 DM4857  ______________________________________________________________________
 DM4857  GEOID HEIGHT    -        -27.558 (meters)                     GEOID18
 DM4857  DYNAMIC HEIGHT  -        435.165 (meters)     1427.70  (feet) COMP
 DM4857  MODELED GRAVITY -    980,639.9   (mgal)                       NAVD 88
 DM4857
 DM4857  VERT ORDER      -  SECOND    CLASS I
 DM4857
 DM4857.The horizontal coordinates were established by autonomous hand held GPS
 DM4857.observations and have an estimated accuracy of +/- 10 meters.
 DM4857
 DM4857.The orthometric height was determined by differential leveling and
 DM4857.adjusted by the NATIONAL GEODETIC SURVEY
 DM4857.in February 2020.
 DM4857
 DM4857.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM4857.GEOID18 height accuracy estimate available here.
 DM4857
 DM4857.Click photographs - Photos may exist for this station.
 DM4857
 DM4857.The dynamic height is computed by dividing the NAVD 88
 DM4857.geopotential number by the normal gravity value computed on the
 DM4857.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM4857.degrees latitude (g = 980.6199 gals.).
 DM4857
 DM4857.The modeled gravity was interpolated from observed gravity values.
 DM4857
 DM4857;                    North         East    Units  Estimated Accuracy
 DM4857;SPC MN C     -   281,320.      778,419.      MT  (+/- 10 meters HH2 GPS)
 DM4857
 DM4857_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUM8274265299(NAD 83)
 DM4857
 DM4857                          SUPERSEDED SURVEY CONTROL
 DM4857
 DM4857  NAVD 88 (02/16/11)  435.157  (m)         1427.68   (f) SUPERSEDED  2 1
 DM4857
 DM4857.Superseded values are not recommended for survey control.
 DM4857
 DM4857.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DM4857.See file dsdata.pdf to determine how the superseded data were derived.
 DM4857
 DM4857_MARKER: DD = SURVEY DISK
 DM4857_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DM4857_STAMPING: 1109 D 11 2007
 DM4857_MARK LOGO: MNDT
 DM4857_PROJECTION: RECESSED 3 CENTIMETERS
 DM4857_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DM4857_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DM4857_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DM4857+SATELLITE: SATELLITE OBSERVATIONS - May 09, 2023
 DM4857_ROD/PIPE-DEPTH: 4.3 meters
 DM4857
 DM4857  HISTORY     - Date     Condition        Report By
 DM4857  HISTORY     - 20070606 MONUMENTED       MNDT
 DM4857  HISTORY     - 20230509 GOOD             MNDT
 DM4857
 DM4857                          STATION DESCRIPTION
 DM4857
 DM4857'DESCRIBED BY MN DEPT OF TRANSP 2007 (WAS)
 DM4857'THE MARK IS 9.3 MILES SOUTHWEST OF JENKINS, 0.5 MILE WEST ALONG LILAC
 DM4857'AVENUE FROM JUNCTION OF TRUNK HIGHWAY 371 AND LILAC STREET IN JENKINS,
 DM4857'THENCE 3.0 MILES WEST ON COUNTY ROAD 115, THENCE 2.2 MILES WEST AND
 DM4857'SOUTH ON COUNTY ROAD 1, THENCE 4.7 MILES WEST ON COUNTY ROAD 28, 32.5
 DM4857'FEET SOUTH OF COUNTY ROAD 28, 12.9 FEET EAST OF ENTRANCE, 2.8 FEET
 DM4857'WEST OF WITNESS POST.
 DM4857
 DM4857                          STATION RECOVERY (2023)
 DM4857
 DM4857'RECOVERY NOTE BY MN DEPT OF TRANSP 2023 (KMS)
 DM4857'9.3 MI (15.0 KM) SOUTHWEST OF JENKINS, 0.5 MI (0.8 KM) WEST ALONG
 DM4857'LILAC AVENUE FROM THE JUNCTION OF TRUNK HIGHWAY 371 AND LILAC STREET
 DM4857'IN JENKINS, THEN 3.0 MI (4.8 KM) WEST ON COUNTY ROAD 115, THEN 2.2 MI
 DM4857'(3.5 KM) WEST AND SOUTH ON COUNTY ROAD 1, THEN 4.7 MI (7.6 KM) WEST ON
 DM4857'COUNTY ROAD 28, 32.5 FT (9.9 M) SOUTH OF COUNTY ROAD 28, 12.9 FT (3.9
 DM4857'M) EAST OF AN ENTRANCE, 3.0 FT (0.9 M) WEST OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DM4856 ***********************************************************************
 DM4856  DESIGNATION -  1109 D 12
 DM4856  PID         -  DM4856
 DM4856  STATE/COUNTY-  MN/CASS
 DM4856  COUNTRY     -  US
 DM4856  USGS QUAD   -  PINE RIVER (2019)
 DM4856
 DM4856                         *CURRENT SURVEY CONTROL
 DM4856  ______________________________________________________________________
 DM4856* NAD 83(1986) POSITION- 46 37 52.20   (N) 094 29 54.16   (W)   HD_HELD1
 DM4856* NAVD 88 ORTHO HEIGHT -   431.389 (meters)     1415.32  (feet) ADJUSTED
 DM4856  ______________________________________________________________________
 DM4856  GEOID HEIGHT    -        -27.593 (meters)                     GEOID18
 DM4856  DYNAMIC HEIGHT  -        431.407 (meters)     1415.37  (feet) COMP
 DM4856  MODELED GRAVITY -    980,643.7   (mgal)                       NAVD 88
 DM4856
 DM4856  VERT ORDER      -  SECOND    CLASS I
 DM4856
 DM4856.The horizontal coordinates were determined by differentially corrected
 DM4856.hand held GPS observations or other comparable positioning techniques
 DM4856.and have an estimated accuracy of +/- 3 meters.
 DM4856
 DM4856.The orthometric height was determined by differential leveling and
 DM4856.adjusted by the NATIONAL GEODETIC SURVEY
 DM4856.in February 2020.
 DM4856
 DM4856.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM4856.GEOID18 height accuracy estimate available here.
 DM4856
 DM4856.Click photographs - Photos may exist for this station.
 DM4856
 DM4856.The dynamic height is computed by dividing the NAVD 88
 DM4856.geopotential number by the normal gravity value computed on the
 DM4856.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM4856.degrees latitude (g = 980.6199 gals.).
 DM4856
 DM4856.The modeled gravity was interpolated from observed gravity values.
 DM4856
 DM4856;                    North         East    Units  Estimated Accuracy
 DM4856;SPC MN C     -   281,329.6     780,981.0     MT  (+/- 3 meters HH1 GPS) 
 DM4856
 DM4856_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUM8530465268(NAD 83)
 DM4856
 DM4856                          SUPERSEDED SURVEY CONTROL
 DM4856
 DM4856  NAVD 88 (02/16/11)  431.398  (m)         1415.34   (f) SUPERSEDED  2 1
 DM4856
 DM4856.Superseded values are not recommended for survey control.
 DM4856
 DM4856.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DM4856.See file dsdata.pdf to determine how the superseded data were derived.
 DM4856
 DM4856_MARKER: DD = SURVEY DISK
 DM4856_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DM4856_STAMPING: 1109 D 12 2007
 DM4856_MARK LOGO: MNDT
 DM4856_PROJECTION: RECESSED 3 CENTIMETERS
 DM4856_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DM4856_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DM4856_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DM4856+SATELLITE: SATELLITE OBSERVATIONS - May 09, 2023
 DM4856_ROD/PIPE-DEPTH: 6.7 meters
 DM4856
 DM4856  HISTORY     - Date     Condition        Report By
 DM4856  HISTORY     - 20070606 MONUMENTED       MNDT
 DM4856  HISTORY     - 20200122 GOOD             MNDT
 DM4856  HISTORY     - 20230509 GOOD             MNDT
 DM4856
 DM4856                          STATION DESCRIPTION
 DM4856
 DM4856'DESCRIBED BY MN DEPT OF TRANSP 2007 (WAS)
 DM4856'THE MARK IS 7.7 MILES SOUTHWEST OF JENKINS, 0.5 MILE WEST ALONG LILAC
 DM4856'AVENUE FROM JUNCTION OF TRUNK HIGHWAY 371 AND LILAC STREET IN JENKINS,
 DM4856'THENCE 3.0 MILES WEST ON COUNTY ROAD 115, THENCE 2.2 MILES WEST AND
 DM4856'SOUTH ON COUNTY ROAD 1, THENCE 3.1 MILES SOUTH ON COUNTY ROAD 28, 74.1
 DM4856'FEET SOUTH OF COUNTY ROAD 28, 44.1 FEET EAST OF 41ST AVENUE, 3.9 FEET
 DM4856'NORTHEAST OF A FENCE CORNER, 2.3 FEET NORTH OF WITNESS POST.
 DM4856
 DM4856                          STATION RECOVERY (2020)
 DM4856
 DM4856'RECOVERY NOTE BY MN DEPT OF TRANSP 2020 (KMS)
 DM4856'RECOVERED IN GOOD CONDITION.
 DM4856
 DM4856                          STATION RECOVERY (2023)
 DM4856
 DM4856'RECOVERY NOTE BY MN DEPT OF TRANSP 2023 (KMS)
 DM4856'7.7 MI (12.4 KM) SOUTHWEST OF JENKINS, 0.5 MI (0.8 KM) WEST ALONG
 DM4856'LILAC AVENUE FROM THE JUNCTION OF TRUNK HIGHWAY 371 AND LILAC AVENUE
 DM4856'IN JENKINS, THEN 3.0 MI (4.8 KM) WEST ON COUNTY ROAD 115, THEN 2.2 MI
 DM4856'(3.5 KM) WEST AND SOUTH ON COUNTY ROAD 1, THEN 3.1 MI (5.0 KM) SOUTH
 DM4856'ON COUNTY ROAD 28, 74.1 FT (22.6 M) SOUTH OF COUNTY ROAD 28, 44.1 FT
 DM4856'(13.4 M) EAST OF 41ST AVENUE, 3.9 FT (1.2 M) NORTHEAST OF A FENCE
 DM4856'CORNER, 2.3 FT (0.7 M) NORTH OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DM4855 ***********************************************************************
 DM4855  DESIGNATION -  1109 D 13
 DM4855  PID         -  DM4855
 DM4855  STATE/COUNTY-  MN/CASS
 DM4855  COUNTRY     -  US
 DM4855  USGS QUAD   -  PINE RIVER (2019)
 DM4855
 DM4855                         *CURRENT SURVEY CONTROL
 DM4855  ______________________________________________________________________
 DM4855* NAD 83(1986) POSITION- 46 37 52.43   (N) 094 27 56.18   (W)   HD_HELD1
 DM4855* NAVD 88 ORTHO HEIGHT -   418.053 (meters)     1371.56  (feet) ADJUSTED
 DM4855  ______________________________________________________________________
 DM4855  GEOID HEIGHT    -        -27.633 (meters)                     GEOID18
 DM4855  DYNAMIC HEIGHT  -        418.072 (meters)     1371.62  (feet) COMP
 DM4855  MODELED GRAVITY -    980,645.5   (mgal)                       NAVD 88
 DM4855
 DM4855  VERT ORDER      -  SECOND    CLASS I
 DM4855
 DM4855.The horizontal coordinates were determined by differentially corrected
 DM4855.hand held GPS observations or other comparable positioning techniques
 DM4855.and have an estimated accuracy of +/- 3 meters.
 DM4855
 DM4855.The orthometric height was determined by differential leveling and
 DM4855.adjusted by the NATIONAL GEODETIC SURVEY
 DM4855.in February 2020.
 DM4855
 DM4855.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM4855.GEOID18 height accuracy estimate available here.
 DM4855
 DM4855.Click photographs - Photos may exist for this station.
 DM4855
 DM4855.The dynamic height is computed by dividing the NAVD 88
 DM4855.geopotential number by the normal gravity value computed on the
 DM4855.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM4855.degrees latitude (g = 980.6199 gals.).
 DM4855
 DM4855.The modeled gravity was interpolated from observed gravity values.
 DM4855
 DM4855;                    North         East    Units  Estimated Accuracy
 DM4855;SPC MN C     -   281,329.3     783,490.5     MT  (+/- 3 meters HH1 GPS) 
 DM4855
 DM4855_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUM8781265228(NAD 83)
 DM4855
 DM4855                          SUPERSEDED SURVEY CONTROL
 DM4855
 DM4855  NAVD 88 (02/16/11)  418.063  (m)         1371.60   (f) SUPERSEDED  2 1
 DM4855
 DM4855.Superseded values are not recommended for survey control.
 DM4855
 DM4855.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DM4855.See file dsdata.pdf to determine how the superseded data were derived.
 DM4855
 DM4855_MARKER: DD = SURVEY DISK
 DM4855_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DM4855_STAMPING: 1109 D 13 2007
 DM4855_MARK LOGO: MNDT
 DM4855_PROJECTION: FLUSH
 DM4855_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DM4855_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DM4855_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DM4855+SATELLITE: SATELLITE OBSERVATIONS - May 09, 2023
 DM4855_ROD/PIPE-DEPTH: 5.8 meters
 DM4855
 DM4855  HISTORY     - Date     Condition        Report By
 DM4855  HISTORY     - 20070605 MONUMENTED       MNDT
 DM4855  HISTORY     - 20210630 GOOD             MNDT
 DM4855  HISTORY     - 20230509 GOOD             MNDT
 DM4855
 DM4855                          STATION DESCRIPTION
 DM4855
 DM4855'DESCRIBED BY MN DEPT OF TRANSP 2007 (WAS)
 DM4855'THE MARK IS 6.1 MILES SOUTHWEST OF JENKINS, 0.5 MILE WEST ALONG LILAC
 DM4855'AVENUE FROM JUNCTION OF TRUNK HIGHWAY 371 AND LILAC STREET IN JENKINS,
 DM4855'THENCE 3.0 MILES WEST ON COUNTY ROAD 115, THENCE 2.2 MILES WEST AND
 DM4855'SOUTH ON COUNTY ROAD 1, THENCE 1.5 MILES WEST ON COUNTY ROAD 28, 54.8
 DM4855'FEET SOUTH OF COUNTY ROAD 28, 21.4 FEET WEST OF ENTRANCE, 1.3 FEET
 DM4855'NORTH OF FENCE, 1.1 FEET NORTH OF WITNESS POST.
 DM4855
 DM4855                          STATION RECOVERY (2021)
 DM4855
 DM4855'RECOVERY NOTE BY MN DEPT OF TRANSP 2021 (KMS)
 DM4855'RECOVERED IN GOOD CONDITION.
 DM4855
 DM4855                          STATION RECOVERY (2023)
 DM4855
 DM4855'RECOVERY NOTE BY MN DEPT OF TRANSP 2023 (KMS)
 DM4855'6.1 MI (9.8 KM) SOUTHWEST OF JENKINS, 0.5 MI (0.8 KM) WEST ALONG LILAC
 DM4855'AVENUE FROM THE JUNCTION OF TRUNK HIGHWAY 371 AND LILAC AVENUE IN
 DM4855'JENKINS, THEN 3.0 MI (4.8 KM) WEST ON COUNTY ROAD 115, THEN 2.2 MI
 DM4855'(3.5 KM) WEST AND SOUTH ON COUNTY ROAD 1, THEN 1.5 MI (2.4 KM) WEST ON
 DM4855'COUNTY ROAD 28, 54.8 FT (16.7 M) SOUTH OF COUNTY ROAD 28, 21.4 FT (6.5
 DM4855'M) WEST OF AN ENTRANCE, 1.3 FT (0.4 M) NORTH OF A FENCE, 1.1 FT (0.3
 DM4855'M) NORTH OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DM4854 ***********************************************************************
 DM4854  DESIGNATION -  1109 D 14
 DM4854  PID         -  DM4854
 DM4854  STATE/COUNTY-  MN/CASS
 DM4854  COUNTRY     -  US
 DM4854  USGS QUAD   -  PINE RIVER (2019)
 DM4854
 DM4854                         *CURRENT SURVEY CONTROL
 DM4854  ______________________________________________________________________
 DM4854* NAD 83(1986) POSITION- 46 37 52.2    (N) 094 26 01.4    (W)   HD_HELD2
 DM4854* NAVD 88 ORTHO HEIGHT -   400.713 (meters)     1314.67  (feet) ADJUSTED
 DM4854  ______________________________________________________________________
 DM4854  GEOID HEIGHT    -        -27.673 (meters)                     GEOID18
 DM4854  DYNAMIC HEIGHT  -        400.731 (meters)     1314.73  (feet) COMP
 DM4854  MODELED GRAVITY -    980,646.4   (mgal)                       NAVD 88
 DM4854
 DM4854  VERT ORDER      -  SECOND    CLASS I
 DM4854
 DM4854.The horizontal coordinates were established by autonomous hand held GPS
 DM4854.observations and have an estimated accuracy of +/- 10 meters.
 DM4854
 DM4854.The orthometric height was determined by differential leveling and
 DM4854.adjusted by the NATIONAL GEODETIC SURVEY
 DM4854.in February 2020.
 DM4854
 DM4854.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM4854.GEOID18 height accuracy estimate available here.
 DM4854
 DM4854.Click photographs - Photos may exist for this station.
 DM4854
 DM4854.The dynamic height is computed by dividing the NAVD 88
 DM4854.geopotential number by the normal gravity value computed on the
 DM4854.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM4854.degrees latitude (g = 980.6199 gals.).
 DM4854
 DM4854.The modeled gravity was interpolated from observed gravity values.
 DM4854
 DM4854;                    North         East    Units  Estimated Accuracy
 DM4854;SPC MN C     -   281,316.      785,932.      MT  (+/- 10 meters HH2 GPS)
 DM4854
 DM4854_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUM9025365176(NAD 83)
 DM4854
 DM4854                          SUPERSEDED SURVEY CONTROL
 DM4854
 DM4854  NAVD 88 (02/16/11)  400.723  (m)         1314.71   (f) SUPERSEDED  2 1
 DM4854
 DM4854.Superseded values are not recommended for survey control.
 DM4854
 DM4854.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DM4854.See file dsdata.pdf to determine how the superseded data were derived.
 DM4854
 DM4854_MARKER: DD = SURVEY DISK
 DM4854_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DM4854_STAMPING: 1109 D 14 2007
 DM4854_MARK LOGO: MNDT
 DM4854_PROJECTION: FLUSH
 DM4854_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DM4854_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DM4854_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DM4854+SATELLITE: SATELLITE OBSERVATIONS - May 09, 2023
 DM4854_ROD/PIPE-DEPTH: 7.3 meters
 DM4854
 DM4854  HISTORY     - Date     Condition        Report By
 DM4854  HISTORY     - 20070605 MONUMENTED       MNDT
 DM4854  HISTORY     - 20220803 GOOD             MNDT
 DM4854  HISTORY     - 20230509 POOR             MNDT
 DM4854
 DM4854                          STATION DESCRIPTION
 DM4854
 DM4854'DESCRIBED BY MN DEPT OF TRANSP 2007 (WAS)
 DM4854'THE MARK IS 4.6 MILES SOUTHWEST OF JENKINS, 0.5 MILE WEST ALONG LILAC
 DM4854'AVENUE FROM JUNCTION OF TRUNK HIGHWAY 371 AND LILAC STREET IN JENKINS,
 DM4854'THENCE 3.0 MILES WEST ON COUNTY ROAD 115, THENCE 2.15 MILES WEST AND
 DM4854'SOUTH ON COUNTY ROAD 1, 258.8 FEET NORTHEAST OF COUNTY ROAD 28, 56.9
 DM4854'FEET NORTHWEST OF COUNTY ROAD 1, 1.9 FEET SOUTHEAST OF WITNESS POST.
 DM4854
 DM4854                          STATION RECOVERY (2022)
 DM4854
 DM4854'RECOVERY NOTE BY MN DEPT OF TRANSP 2022 (TH)
 DM4854'RECOVERED IN GOOD CONDITION.
 DM4854
 DM4854                          STATION RECOVERY (2023)
 DM4854
 DM4854'RECOVERY NOTE BY MN DEPT OF TRANSP 2023 (KMS)
 DM4854'4.6 MI (7.4 KM) SOUTHWEST OF JENKINS, 0.5 MI (0.8 KM) WEST ALONG LILAC
 DM4854'AVENUE FROM THE JUNCTION OF TRUNK HIGHWAY 371 AND LILAC AVENUE IN
 DM4854'JENKINS, THEN 3.0 MI (4.8 KM) WEST ON COUNTY ROAD 115, THEN 2.15 MI
 DM4854'(3.46 KM) WEST AND SOUTH ON COUNTY ROAD 1, 258.8 FT (78.9 M) NORTHEAST
 DM4854'OF COUNTY ROAD 28, 56.9 FT (17.3 M) NORTHWEST OF COUNTY ROAD 1, 1.9 FT
 DM4854'(0.6 M) SOUTHEAST OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DM4853 ***********************************************************************
 DM4853  DESIGNATION -  1109 D 15
 DM4853  PID         -  DM4853
 DM4853  STATE/COUNTY-  MN/CASS
 DM4853  COUNTRY     -  US
 DM4853  USGS QUAD   -  PINE RIVER (2019)
 DM4853
 DM4853                         *CURRENT SURVEY CONTROL
 DM4853  ______________________________________________________________________
 DM4853* NAD 83(1986) POSITION- 46 38 20.5    (N) 094 24 29.9    (W)   HD_HELD2
 DM4853* NAVD 88 ORTHO HEIGHT -   390.285 (meters)     1280.46  (feet) ADJUSTED
 DM4853  ______________________________________________________________________
 DM4853  GEOID HEIGHT    -        -27.715 (meters)                     GEOID18
 DM4853  DYNAMIC HEIGHT  -        390.302 (meters)     1280.52  (feet) COMP
 DM4853  MODELED GRAVITY -    980,646.8   (mgal)                       NAVD 88
 DM4853
 DM4853  VERT ORDER      -  SECOND    CLASS I
 DM4853
 DM4853.The horizontal coordinates were established by autonomous hand held GPS
 DM4853.observations and have an estimated accuracy of +/- 10 meters.
 DM4853
 DM4853.The orthometric height was determined by differential leveling and
 DM4853.adjusted by the NATIONAL GEODETIC SURVEY
 DM4853.in February 2020.
 DM4853
 DM4853.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM4853.GEOID18 height accuracy estimate available here.
 DM4853
 DM4853.Click photographs - Photos may exist for this station.
 DM4853
 DM4853.The dynamic height is computed by dividing the NAVD 88
 DM4853.geopotential number by the normal gravity value computed on the
 DM4853.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM4853.degrees latitude (g = 980.6199 gals.).
 DM4853
 DM4853.The modeled gravity was interpolated from observed gravity values.
 DM4853
 DM4853;                    North         East    Units  Estimated Accuracy
 DM4853;SPC MN C     -   282,186.      787,880.      MT  (+/- 10 meters HH2 GPS)
 DM4853
 DM4853_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUM9221466015(NAD 83)
 DM4853
 DM4853                          SUPERSEDED SURVEY CONTROL
 DM4853
 DM4853  NAVD 88 (02/16/11)  390.295  (m)         1280.49   (f) SUPERSEDED  2 1
 DM4853
 DM4853.Superseded values are not recommended for survey control.
 DM4853
 DM4853.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DM4853.See file dsdata.pdf to determine how the superseded data were derived.
 DM4853
 DM4853_MARKER: DD = SURVEY DISK
 DM4853_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DM4853_STAMPING: 1109 D 15 2007
 DM4853_MARK LOGO: MNDT
 DM4853_PROJECTION: RECESSED 3 CENTIMETERS
 DM4853_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DM4853_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DM4853_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DM4853+SATELLITE: SATELLITE OBSERVATIONS - June 05, 2007
 DM4853_ROD/PIPE-DEPTH: 7.0 meters
 DM4853
 DM4853  HISTORY     - Date     Condition        Report By
 DM4853  HISTORY     - 20070605 MONUMENTED       MNDT
 DM4853  HISTORY     - 20210630 MARK NOT FOUND   MNDT
 DM4853  HISTORY     - 20230509 MARK NOT FOUND   MNDT
 DM4853
 DM4853                          STATION DESCRIPTION
 DM4853
 DM4853'DESCRIBED BY MN DEPT OF TRANSP 2007 (WAS)
 DM4853'THE MARK IS 3.5 MILES SOUTHWEST OF JENKINS, 0.5 MILE WEST ALONG LILAC
 DM4853'AVENUE FROM JUNCTION OF TRUNK HIGHWAY 371 AND LILAC STREET IN JENKINS,
 DM4853'THENCE 3.0 MILES WEST ON COUNTY ROAD 115, THENCE 0.5 MILE SOUTH ON
 DM4853'COUNTY ROAD 1, 59.8 FEET EAST OF COUNTY ROAD 1, 9.9 FEET SOUTH OF
 DM4853'ENTRANCE, 3.7 FEET NORTH OF WITNESS POST.
 DM4853
 DM4853                          STATION RECOVERY (2021)
 DM4853
 DM4853'RECOVERY NOTE BY MN DEPT OF TRANSP 2021 (KMS)
 DM4853'AFTER A THOROUGH FIELD SEARCH MARK WAS NOT FOUND.
 DM4853
 DM4853                          STATION RECOVERY (2023)
 DM4853
 DM4853'RECOVERY NOTE BY MN DEPT OF TRANSP 2023 (KMS)
 DM4853'AFTER A THOROUGH FIELD SEARCH MARK WAS NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DM4852 ***********************************************************************
 DM4852  DESIGNATION -  1109 D 16
 DM4852  PID         -  DM4852
 DM4852  STATE/COUNTY-  MN/CASS
 DM4852  COUNTRY     -  US
 DM4852  USGS QUAD   -  PINE RIVER (2019)
 DM4852
 DM4852                         *CURRENT SURVEY CONTROL
 DM4852  ______________________________________________________________________
 DM4852* NAD 83(2011) POSITION- 46 38 45.43292(N) 094 22 57.52475(W)   ADJUSTED
 DM4852* NAD 83(2011) ELLIP HT-   370.194 (meters)        (04/28/15)   ADJUSTED
 DM4852* NAD 83(2011) EPOCH   -  2010.00
 DM4852* NAVD 88 ORTHO HEIGHT -   397.930 (meters)     1305.54  (feet) ADJUSTED
 DM4852  ______________________________________________________________________
 DM4852  GEOID HEIGHT    -        -27.750 (meters)                     GEOID18
 DM4852  NAD 83(2011) X  -   -335,214.274 (meters)                     COMP
 DM4852  NAD 83(2011) Y  - -4,373,816.864 (meters)                     COMP
 DM4852  NAD 83(2011) Z  -  4,615,102.829 (meters)                     COMP
 DM4852  LAPLACE CORR    -         -2.56  (seconds)                    DEFLEC18
 DM4852  DYNAMIC HEIGHT  -        397.948 (meters)     1305.60  (feet) COMP
 DM4852  MODELED GRAVITY -    980,646.7   (mgal)                       NAVD 88
 DM4852
 DM4852  VERT ORDER      -  SECOND    CLASS I
 DM4852
 DM4852  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DM4852  Standards:
 DM4852         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DM4852            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DM4852  -------------------------------------------------------------------
 DM4852  NETWORK    0.77   0.86           0.35   0.27   0.44     -0.06830110
 DM4852  -------------------------------------------------------------------
 DM4852  Click here for local accuracies and other accuracy information.
 DM4852
 DM4852.The horizontal coordinates were established by GPS observations
 DM4852.and adjusted by the MN DEPT OF TRANSP in April 2015.
 DM4852
 DM4852.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DM4852.been affixed to the stable North American tectonic plate. See 
 DM4852.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DM4852
 DM4852.The horizontal coordinates are valid at the epoch date displayed above
 DM4852.which is a decimal equivalence of Year/Month/Day.
 DM4852
 DM4852.The orthometric height was determined by differential leveling and
 DM4852.adjusted by the NATIONAL GEODETIC SURVEY
 DM4852.in February 2020.
 DM4852
 DM4852.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM4852.GEOID18 height accuracy estimate available here.
 DM4852
 DM4852.Click photographs - Photos may exist for this station.
 DM4852
 DM4852.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DM4852
 DM4852.The Laplace correction was computed from DEFLEC18 derived deflections.
 DM4852
 DM4852.The ellipsoidal height was determined by GPS observations
 DM4852.and is referenced to NAD 83.
 DM4852
 DM4852.The dynamic height is computed by dividing the NAVD 88
 DM4852.geopotential number by the normal gravity value computed on the
 DM4852.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM4852.degrees latitude (g = 980.6199 gals.).
 DM4852
 DM4852.The modeled gravity was interpolated from observed gravity values.
 DM4852
 DM4852. The following values were computed from the NAD 83(2011) position.
 DM4852
 DM4852;                    North         East     Units Scale Factor Converg.
 DM4852;SPC MN C     -   282,951.922   789,845.693   MT  0.99993674   -0 05 45.4
 DM4852;SPC MN C     -   928,318.10  2,591,352.08   sFT  0.99993674   -0 05 45.4
 DM4852;UTM  15      - 5,166,749.824   394,191.788   MT  0.99973761   -1 00 19.6
 DM4852
 DM4852!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DM4852!SPC MN C     -   0.99994197  x   0.99993674  =   0.99987872
 DM4852!UTM  15      -   0.99994197  x   0.99973761  =   0.99967960
 DM4852
 DM4852_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUM9419166749(NAD 83)
 DM4852
 DM4852                          SUPERSEDED SURVEY CONTROL
 DM4852
 DM4852  NAVD 88 (02/16/11)  397.941  (m)         1305.58   (f) SUPERSEDED  2 1
 DM4852
 DM4852.Superseded values are not recommended for survey control.
 DM4852
 DM4852.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DM4852.See file dsdata.pdf to determine how the superseded data were derived.
 DM4852
 DM4852_MARKER: DD = SURVEY DISK
 DM4852_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DM4852_STAMPING: 1109 D 16 2007
 DM4852_MARK LOGO: MNDT
 DM4852_PROJECTION: FLUSH
 DM4852_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DM4852_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DM4852_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DM4852+SATELLITE: SATELLITE OBSERVATIONS - May 09, 2023
 DM4852_ROD/PIPE-DEPTH: 7.6 meters
 DM4852
 DM4852  HISTORY     - Date     Condition        Report By
 DM4852  HISTORY     - 20070606 MONUMENTED       MNDT
 DM4852  HISTORY     - 20111027 GOOD             MNDT
 DM4852  HISTORY     - 20200122 GOOD             MNDT
 DM4852  HISTORY     - 20230509 GOOD             MNDT
 DM4852
 DM4852                          STATION DESCRIPTION
 DM4852
 DM4852'DESCRIBED BY MN DEPT OF TRANSP 2007 (WAS)
 DM4852'THE MARK IS 2.3 MILES WEST OF JENKINS, 0.5 MILE WEST ALONG LILAC
 DM4852'AVENUE FROM JUNCTION OF TRUNK HIGHWAY 371 AND LILAC STREET IN JENKINS,
 DM4852'THENCE 1.8 MILES WEST ON COUNTY ROAD 115, 41.6 FEET NORTH OF COUNTY
 DM4852'ROAD 115, 16 FEET WEST OF ENTRANCE, 2.8 FEET EAST OF WITNESS POST.
 DM4852
 DM4852                          STATION RECOVERY (2011)
 DM4852
 DM4852'RECOVERY NOTE BY MN DEPT OF TRANSP 2011 (KMS)
 DM4852'RECOVERED AS DESCRIBED.
 DM4852
 DM4852                          STATION RECOVERY (2020)
 DM4852
 DM4852'RECOVERY NOTE BY MN DEPT OF TRANSP 2020 (KMS)
 DM4852'RECOVERED IN GOOD CONDITION.
 DM4852
 DM4852                          STATION RECOVERY (2023)
 DM4852
 DM4852'RECOVERY NOTE BY MN DEPT OF TRANSP 2023 (KMS)
 DM4852'2.3 MI (3.7 KM) WEST OF JENKINS, 0.5 MI (0.8 KM) WEST ALONG LILAC
 DM4852'AVENUE FROM THE JUNCTION OF TRUNK HIGHWAY 371 AND LILAC AVENUE IN
 DM4852'JENKINS, THEN 1.8 MI (2.9 KM) WEST ON COUNTY ROAD 115, 41.6 FT (12.7
 DM4852'M) NORTH OF COUNTY ROAD 115, 16.0 FT (4.9 M) WEST OF AN ENTRANCE, 2.8
 DM4852'FT (0.9 M) EAST OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DM4851 ***********************************************************************
 DM4851  DESIGNATION -  1109 D 17
 DM4851  PID         -  DM4851
 DM4851  STATE/COUNTY-  MN/CASS
 DM4851  COUNTRY     -  US
 DM4851  USGS QUAD   -  JENKINS (2019)
 DM4851
 DM4851                         *CURRENT SURVEY CONTROL
 DM4851  ______________________________________________________________________
 DM4851* NAD 83(2011) POSITION- 46 38 45.41420(N) 094 20 54.31376(W)   ADJUSTED
 DM4851* NAD 83(2011) ELLIP HT-   358.990 (meters)        (04/28/15)   ADJUSTED
 DM4851* NAD 83(2011) EPOCH   -  2010.00
 DM4851* NAVD 88 ORTHO HEIGHT -   386.760 (meters)     1268.90  (feet) ADJUSTED
 DM4851  ______________________________________________________________________
 DM4851  GEOID HEIGHT    -        -27.781 (meters)                     GEOID18
 DM4851  NAD 83(2011) X  -   -332,600.991 (meters)                     COMP
 DM4851  NAD 83(2011) Y  - -4,374,009.071 (meters)                     COMP
 DM4851  NAD 83(2011) Z  -  4,615,094.285 (meters)                     COMP
 DM4851  LAPLACE CORR    -         -2.46  (seconds)                    DEFLEC18
 DM4851  DYNAMIC HEIGHT  -        386.776 (meters)     1268.95  (feet) COMP
 DM4851  MODELED GRAVITY -    980,645.4   (mgal)                       NAVD 88
 DM4851
 DM4851  VERT ORDER      -  SECOND    CLASS I
 DM4851
 DM4851  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DM4851  Standards:
 DM4851         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DM4851            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DM4851  -------------------------------------------------------------------
 DM4851  NETWORK    0.72   0.78           0.33   0.25   0.40     -0.12841225
 DM4851  -------------------------------------------------------------------
 DM4851  Click here for local accuracies and other accuracy information.
 DM4851
 DM4851.The horizontal coordinates were established by GPS observations
 DM4851.and adjusted by the MN DEPT OF TRANSP in April 2015.
 DM4851
 DM4851.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DM4851.been affixed to the stable North American tectonic plate. See 
 DM4851.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DM4851
 DM4851.The horizontal coordinates are valid at the epoch date displayed above
 DM4851.which is a decimal equivalence of Year/Month/Day.
 DM4851
 DM4851.The orthometric height was determined by differential leveling and
 DM4851.adjusted by the NATIONAL GEODETIC SURVEY
 DM4851.in February 2020.
 DM4851
 DM4851.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM4851.GEOID18 height accuracy estimate available here.
 DM4851
 DM4851.Click photographs - Photos may exist for this station.
 DM4851
 DM4851.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DM4851
 DM4851.The Laplace correction was computed from DEFLEC18 derived deflections.
 DM4851
 DM4851.The ellipsoidal height was determined by GPS observations
 DM4851.and is referenced to NAD 83.
 DM4851
 DM4851.The dynamic height is computed by dividing the NAVD 88
 DM4851.geopotential number by the normal gravity value computed on the
 DM4851.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM4851.degrees latitude (g = 980.6199 gals.).
 DM4851
 DM4851.The modeled gravity was interpolated from observed gravity values.
 DM4851
 DM4851. The following values were computed from the NAD 83(2011) position.
 DM4851
 DM4851;                    North         East     Units Scale Factor Converg.
 DM4851;SPC MN C     -   282,947.522   792,465.706   MT  0.99993674   -0 04 16.3
 DM4851;SPC MN C     -   928,303.66  2,599,947.90   sFT  0.99993674   -0 04 16.3
 DM4851;UTM  15      - 5,166,703.850   396,810.870   MT  0.99973088   -0 58 50.0
 DM4851
 DM4851!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DM4851!SPC MN C     -   0.99994373  x   0.99993674  =   0.99988047
 DM4851!UTM  15      -   0.99994373  x   0.99973088  =   0.99967462
 DM4851
 DM4851_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUM9681066703(NAD 83)
 DM4851
 DM4851                          SUPERSEDED SURVEY CONTROL
 DM4851
 DM4851  NAVD 88 (02/16/11)  386.771  (m)         1268.93   (f) SUPERSEDED  2 1
 DM4851
 DM4851.Superseded values are not recommended for survey control.
 DM4851
 DM4851.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DM4851.See file dsdata.pdf to determine how the superseded data were derived.
 DM4851
 DM4851_MARKER: DD = SURVEY DISK
 DM4851_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DM4851_STAMPING: 1109 D 17 2007
 DM4851_MARK LOGO: MNDT
 DM4851_PROJECTION: FLUSH
 DM4851_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DM4851_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DM4851_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DM4851+SATELLITE: SATELLITE OBSERVATIONS - May 09, 2023
 DM4851_ROD/PIPE-DEPTH: 15.2 meters
 DM4851
 DM4851  HISTORY     - Date     Condition        Report By
 DM4851  HISTORY     - 20070606 MONUMENTED       MNDT
 DM4851  HISTORY     - 20111027 GOOD             MNDT
 DM4851  HISTORY     - 20210630 GOOD             MNDT
 DM4851  HISTORY     - 20230509 GOOD             MNDT
 DM4851
 DM4851                          STATION DESCRIPTION
 DM4851
 DM4851'DESCRIBED BY MN DEPT OF TRANSP 2007 (WAS)
 DM4851'THE MARK IS 0.65 MILE WEST OF JENKINS, 0.5 MILE WEST ALONG LILAC
 DM4851'AVENUE FROM JUNCTION OF TRUNK HIGHWAY 371 AND LILAC STREET IN JENKINS,
 DM4851'THENCE 0.15 MILE WEST ON COUNTY ROAD 115, 31.0 FEET NORTH OF COUNTY
 DM4851'ROAD 115, 8.7 FEET WEST OF ENTRANCE, 1.1 FEET SOUTH OF A FENCE, 0.7
 DM4851'FOOT SOUTH OF WITNESS POST.
 DM4851
 DM4851                          STATION RECOVERY (2011)
 DM4851
 DM4851'RECOVERY NOTE BY MN DEPT OF TRANSP 2011 (MAS)
 DM4851'RECOVERED AS DESCRIBED.
 DM4851
 DM4851                          STATION RECOVERY (2021)
 DM4851
 DM4851'RECOVERY NOTE BY MN DEPT OF TRANSP 2021 (KMS)
 DM4851'RECOVERED IN GOOD CONDITION.
 DM4851
 DM4851                          STATION RECOVERY (2023)
 DM4851
 DM4851'RECOVERY NOTE BY MN DEPT OF TRANSP 2023 (KMS)
 DM4851'0.65 MI (1.05 KM) WEST OF JENKINS, 0.5 MI (0.8 KM) WEST ALONG LILAC
 DM4851'AVENUE FROM THE JUNCTION OF TRUNK HIGHWAY 371 AND LILAC AVENUE IN
 DM4851'JENKINS, THEN 0.15 MI (0.24 KM) WEST ON COUNTY ROAD 115, 31.0 FT (9.4
 DM4851'M) NORTH OF COUNTY ROAD 115, 8.7 FT (2.7 M) WEST OF AN ENTRANCE, 1.1
 DM4851'FT (0.3 M) SOUTH OF A FENCE, 0.7 FT (21 CM) SOUTH OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DM4868 ***********************************************************************
 DM4868  DESIGNATION -  1109 D 2
 DM4868  PID         -  DM4868
 DM4868  STATE/COUNTY-  MN/CASS
 DM4868  COUNTRY     -  US
 DM4868  USGS QUAD   -  SPIDER LAKE (2019)
 DM4868
 DM4868                         *CURRENT SURVEY CONTROL
 DM4868  ______________________________________________________________________
 DM4868* NAD 83(2011) POSITION- 46 43 00.82853(N) 094 40 12.13817(W)   ADJUSTED
 DM4868* NAD 83(2011) ELLIP HT-   411.644 (meters)        (06/27/12)   ADJUSTED
 DM4868* NAD 83(2011) EPOCH   -  2010.00
 DM4868* NAVD 88 ORTHO HEIGHT -   439.289 (meters)     1441.23  (feet) ADJUSTED
 DM4868  ______________________________________________________________________
 DM4868  GEOID HEIGHT    -        -27.645 (meters)                     GEOID18
 DM4868  NAD 83(2011) X  -   -356,683.936 (meters)                     COMP
 DM4868  NAD 83(2011) Y  - -4,366,389.736 (meters)                     COMP
 DM4868  NAD 83(2011) Z  -  4,620,543.800 (meters)                     COMP
 DM4868  LAPLACE CORR    -         -2.80  (seconds)                    DEFLEC18
 DM4868  DYNAMIC HEIGHT  -        439.303 (meters)     1441.28  (feet) COMP
 DM4868  MODELED GRAVITY -    980,632.1   (mgal)                       NAVD 88
 DM4868
 DM4868  VERT ORDER      -  SECOND    CLASS I
 DM4868
 DM4868  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DM4868  Standards:
 DM4868         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DM4868            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DM4868  -------------------------------------------------------------------
 DM4868  NETWORK    0.41   0.55           0.19   0.13   0.28     -0.07218062
 DM4868  -------------------------------------------------------------------
 DM4868  Click here for local accuracies and other accuracy information.
 DM4868
 DM4868.The horizontal coordinates were established by GPS observations
 DM4868.and adjusted by the National Geodetic Survey in June 2012.
 DM4868
 DM4868.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DM4868.been affixed to the stable North American tectonic plate. See 
 DM4868.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DM4868
 DM4868.The horizontal coordinates are valid at the epoch date displayed above
 DM4868.which is a decimal equivalence of Year/Month/Day.
 DM4868
 DM4868.The orthometric height was determined by differential leveling and
 DM4868.adjusted by the NATIONAL GEODETIC SURVEY
 DM4868.in February 2020.
 DM4868
 DM4868.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM4868.GEOID18 height accuracy estimate available here.
 DM4868
 DM4868.Click photographs - Photos may exist for this station.
 DM4868
 DM4868.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DM4868
 DM4868.The Laplace correction was computed from DEFLEC18 derived deflections.
 DM4868
 DM4868.The ellipsoidal height was determined by GPS observations
 DM4868.and is referenced to NAD 83.
 DM4868
 DM4868.The dynamic height is computed by dividing the NAVD 88
 DM4868.geopotential number by the normal gravity value computed on the
 DM4868.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM4868.degrees latitude (g = 980.6199 gals.).
 DM4868
 DM4868.The modeled gravity was interpolated from observed gravity values.
 DM4868
 DM4868. The following values were computed from the NAD 83(2011) position.
 DM4868
 DM4868;                    North         East     Units Scale Factor Converg.
 DM4868;SPC MN C     -   290,914.476   767,887.153   MT  0.99994423   -0 18 13.9
 DM4868;SPC MN C     -   954,441.91  2,519,309.77   sFT  0.99994423   -0 18 13.9
 DM4868;UTM  15      - 5,175,058.963   372,366.347   MT  0.99980023   -1 12 57.3
 DM4868
 DM4868!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DM4868!SPC MN C     -   0.99993548  x   0.99994423  =   0.99987971
 DM4868!UTM  15      -   0.99993548  x   0.99980023  =   0.99973572
 DM4868
 DM4868_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUM7236675058(NAD 83)
 DM4868
 DM4868                          SUPERSEDED SURVEY CONTROL
 DM4868
 DM4868  NAD 83(2007)-  46 43 00.82842(N)    094 40 12.13899(W) AD(2002.00) 1
 DM4868  ELLIP H (07/18/11)  411.685  (m)                       GP(2002.00) 4 1
 DM4868  NAVD 88             439.29   (m)         1441.2    (f) LEVELING    3  
 DM4868  NAVD 88 (02/16/11)  439.296  (m)         1441.26   (f) SUPERSEDED  2 1
 DM4868
 DM4868.Superseded values are not recommended for survey control.
 DM4868
 DM4868.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DM4868.See file dsdata.pdf to determine how the superseded data were derived.
 DM4868
 DM4868_MARKER: DD = SURVEY DISK
 DM4868_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DM4868_STAMPING: 1109 D 2 2007
 DM4868_MARK LOGO: MNDT
 DM4868_PROJECTION: FLUSH
 DM4868_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DM4868_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DM4868_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DM4868+SATELLITE: SATELLITE OBSERVATIONS - May 10, 2023
 DM4868_ROD/PIPE-DEPTH: 12.2 meters
 DM4868
 DM4868  HISTORY     - Date     Condition        Report By
 DM4868  HISTORY     - 20070611 MONUMENTED       MNDT
 DM4868  HISTORY     - 20101103 GOOD             MNDT
 DM4868  HISTORY     - 20210630 GOOD             MNDT
 DM4868  HISTORY     - 20230510 GOOD             MNDT
 DM4868
 DM4868                          STATION DESCRIPTION
 DM4868
 DM4868'DESCRIBED BY MN DEPT OF TRANSP 2007 (WAS)
 DM4868'THE MARK IS 12.5 MILES WEST OF PINE RIVER, 1.5 MILES EAST ALONG COUNTY
 DM4868'ROAD 2 FROM THE JUNCTION OF TRUNK HIGHWAY 64 AND COUNTY ROAD 2, AT
 DM4868'TRUNK HIGHWAY 64 MILE POINT 27.8, 99.1 FEET NORTH OF COUNTY ROAD 2
 DM4868'(24TH STREET SOUTHWEST), 50.7 FEET EAST OF COUNTY ROAD 112 (72ND
 DM4868'AVENUE SOUTHWEST), 1.9 FEET SOUTH OF WITNESS POST.
 DM4868
 DM4868                          STATION RECOVERY (2010)
 DM4868
 DM4868'RECOVERY NOTE BY MN DEPT OF TRANSP 2010 (MPP)
 DM4868'THE MARK WAS RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.
 DM4868'THE MARK IS 12.5 MILES WEST OF PINE RIVER, 1.5 MILES EAST ALONG COUNTY
 DM4868'ROAD 2 FROM THE JUNCTION OF TRUNK HIGHWAY 64 AND COUNTY ROAD 2, AT
 DM4868'TRUNK HIGHWAY 64 MILEPOINT 27.8, 99.1 FEET NORTH  OF COUNTY ROAD 2
 DM4868'(24TH STREET SOUTHWEST), 50.7 FEET EAST OF COUNTY ROAD 112 (72ND
 DM4868'AVENUE SOUTHWEST), 1.9 FEET SOUTH OF WITNESS POST.
 DM4868
 DM4868                          STATION RECOVERY (2021)
 DM4868
 DM4868'RECOVERY NOTE BY MN DEPT OF TRANSP 2021 (KMS)
 DM4868'12.5 MI (20.1 KM) WEST OF PINE RIVER, 12.5 MI (20.1 KM) WEST ALONG
 DM4868'COUNTY ROAD 2 FROM THE JUNCTION OF TRUNK HIGHWAY 371 AND COUNTY ROAD 2
 DM4868'IN PINE RIVER, 99.1 FT (30.2 M) NORTH OF COUNTY ROAD 2 (24TH STREET
 DM4868'SOUTHWEST), 50.7 FT (15.5 M) EAST OF COUNTY ROAD 112 (72ND AVENUE
 DM4868'SOUTHWEST), 1.9 FT (0.6 M) SOUTH OF A WITNESS POST.
 DM4868
 DM4868                          STATION RECOVERY (2023)
 DM4868
 DM4868'RECOVERY NOTE BY MN DEPT OF TRANSP 2023 (KMS)
 DM4868'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DM4867 ***********************************************************************
 DM4867  DESIGNATION -  1109 D 3
 DM4867  PID         -  DM4867
 DM4867  STATE/COUNTY-  MN/CASS
 DM4867  COUNTRY     -  US
 DM4867  USGS QUAD   -  SPIDER LAKE (2019)
 DM4867
 DM4867                         *CURRENT SURVEY CONTROL
 DM4867  ______________________________________________________________________
 DM4867* NAD 83(1986) POSITION- 46 43 00.5    (N) 094 38 13.7    (W)   HD_HELD2
 DM4867* NAVD 88 ORTHO HEIGHT -   435.562 (meters)     1429.01  (feet) ADJUSTED
 DM4867  ______________________________________________________________________
 DM4867  GEOID HEIGHT    -        -27.678 (meters)                     GEOID18
 DM4867  DYNAMIC HEIGHT  -        435.574 (meters)     1429.05  (feet) COMP
 DM4867  MODELED GRAVITY -    980,629.0   (mgal)                       NAVD 88
 DM4867
 DM4867  VERT ORDER      -  SECOND    CLASS I
 DM4867
 DM4867.The horizontal coordinates were established by autonomous hand held GPS
 DM4867.observations and have an estimated accuracy of +/- 10 meters.
 DM4867
 DM4867.The orthometric height was determined by differential leveling and
 DM4867.adjusted by the NATIONAL GEODETIC SURVEY
 DM4867.in February 2020.
 DM4867
 DM4867.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM4867.GEOID18 height accuracy estimate available here.
 DM4867
 DM4867.Click photographs - Photos may exist for this station.
 DM4867
 DM4867.The dynamic height is computed by dividing the NAVD 88
 DM4867.geopotential number by the normal gravity value computed on the
 DM4867.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM4867.degrees latitude (g = 980.6199 gals.).
 DM4867
 DM4867.The modeled gravity was interpolated from observed gravity values.
 DM4867
 DM4867;                    North         East    Units  Estimated Accuracy
 DM4867;SPC MN C     -   290,892.      770,402.      MT  (+/- 10 meters HH2 GPS)
 DM4867
 DM4867_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUM7488074995(NAD 83)
 DM4867
 DM4867                          SUPERSEDED SURVEY CONTROL
 DM4867
 DM4867  NAVD 88 (02/16/11)  435.569  (m)         1429.03   (f) SUPERSEDED  2 1
 DM4867
 DM4867.Superseded values are not recommended for survey control.
 DM4867
 DM4867.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DM4867.See file dsdata.pdf to determine how the superseded data were derived.
 DM4867
 DM4867_MARKER: DD = SURVEY DISK
 DM4867_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DM4867_STAMPING: 1109 D 3 2007
 DM4867_MARK LOGO: MNDT
 DM4867_PROJECTION: RECESSED 10 CENTIMETERS
 DM4867_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DM4867_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DM4867_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DM4867+SATELLITE: SATELLITE OBSERVATIONS - May 10, 2023
 DM4867_ROD/PIPE-DEPTH: 16.8 meters
 DM4867
 DM4867  HISTORY     - Date     Condition        Report By
 DM4867  HISTORY     - 20070606 MONUMENTED       MNDT
 DM4867  HISTORY     - 20230510 GOOD             MNDT
 DM4867
 DM4867                          STATION DESCRIPTION
 DM4867
 DM4867'DESCRIBED BY MN DEPT OF TRANSP 2007 (WAS)
 DM4867'THE MARK IS 9.5 MILES WEST OF PINE RIVER, 3.15 MILES EAST ALONG COUNTY
 DM4867'ROAD 2 FROM THE JUNCTION OF TRUNK HIGHWAY 64 AND COUNTY ROAD 2, AT
 DM4867'TRUNK HIGHWAY 64 MILE POINT 27.8, 58.0 FEET SOUTH OF COUNTY ROAD 2,
 DM4867'23.0 FEET EAST OF ENTRANCE, 6.5 FEET SOUTH OF DIRT TRAIL, 2.4 FEET
 DM4867'NORTH OF WITNESS POS.
 DM4867
 DM4867                          STATION RECOVERY (2023)
 DM4867
 DM4867'RECOVERY NOTE BY MN DEPT OF TRANSP 2023 (KMS)
 DM4867'9.5 MI (15.3 KM) WEST OF PINE RIVER, 10.95 MI (17.62 KM) WEST ALONG
 DM4867'COUNTY ROAD 2 FROM THE JUNCTION OF COUNTY ROAD 2 AND TRUNK HIGHWAY
 DM4867'371, 58.0 FT (17.7 M) SOUTH OF COUNTY ROAD 2, 23.0 FT (7.0 M) EAST OF
 DM4867'AN ENTRANCE, 6.5 FT (2.0 M) SOUTH OF A DIRT TRAIL, 2.4 FT (0.7 M)
 DM4867'NORTH OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DM4866 ***********************************************************************
 DM4866  DESIGNATION -  1109 D 4
 DM4866  PID         -  DM4866
 DM4866  STATE/COUNTY-  MN/CASS
 DM4866  COUNTRY     -  US
 DM4866  USGS QUAD   -  BUNGO CREEK (2019)
 DM4866
 DM4866                         *CURRENT SURVEY CONTROL
 DM4866  ______________________________________________________________________
 DM4866* NAD 83(1986) POSITION- 46 43 02.56   (N) 094 36 05.35   (W)   HD_HELD1
 DM4866* NAVD 88 ORTHO HEIGHT -   420.828 (meters)     1380.67  (feet) ADJUSTED
 DM4866  ______________________________________________________________________
 DM4866  GEOID HEIGHT    -        -27.717 (meters)                     GEOID18
 DM4866  DYNAMIC HEIGHT  -        420.840 (meters)     1380.71  (feet) COMP
 DM4866  MODELED GRAVITY -    980,630.5   (mgal)                       NAVD 88
 DM4866
 DM4866  VERT ORDER      -  SECOND    CLASS I
 DM4866
 DM4866.The horizontal coordinates were determined by differentially corrected
 DM4866.hand held GPS observations or other comparable positioning techniques
 DM4866.and have an estimated accuracy of +/- 3 meters.
 DM4866
 DM4866.The orthometric height was determined by differential leveling and
 DM4866.adjusted by the NATIONAL GEODETIC SURVEY
 DM4866.in February 2020.
 DM4866
 DM4866.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM4866.GEOID18 height accuracy estimate available here.
 DM4866
 DM4866.Click photographs - Photos may exist for this station.
 DM4866
 DM4866.The dynamic height is computed by dividing the NAVD 88
 DM4866.geopotential number by the normal gravity value computed on the
 DM4866.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM4866.degrees latitude (g = 980.6199 gals.).
 DM4866
 DM4866.The modeled gravity was interpolated from observed gravity values.
 DM4866
 DM4866;                    North         East    Units  Estimated Accuracy
 DM4866;SPC MN C     -   290,942.4     773,128.3     MT  (+/- 3 meters HH1 GPS) 
 DM4866
 DM4866_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUM7760675003(NAD 83)
 DM4866
 DM4866                          SUPERSEDED SURVEY CONTROL
 DM4866
 DM4866  NAVD 88 (02/16/11)  420.836  (m)         1380.69   (f) SUPERSEDED  2 1
 DM4866
 DM4866.Superseded values are not recommended for survey control.
 DM4866
 DM4866.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DM4866.See file dsdata.pdf to determine how the superseded data were derived.
 DM4866
 DM4866_MARKER: DD = SURVEY DISK
 DM4866_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DM4866_STAMPING: 1109 D 4 2007
 DM4866_MARK LOGO: MNDT
 DM4866_PROJECTION: FLUSH
 DM4866_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DM4866_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DM4866_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DM4866+SATELLITE: SATELLITE OBSERVATIONS - May 10, 2023
 DM4866_ROD/PIPE-DEPTH: 15.2 meters
 DM4866
 DM4866  HISTORY     - Date     Condition        Report By
 DM4866  HISTORY     - 20070606 MONUMENTED       MNDT
 DM4866  HISTORY     - 20210630 GOOD             MNDT
 DM4866  HISTORY     - 20230510 GOOD             MNDT
 DM4866
 DM4866                          STATION DESCRIPTION
 DM4866
 DM4866'DESCRIBED BY MN DEPT OF TRANSP 2007 (WAS)
 DM4866'THE MARK IS 9.2 MILES WEST OF PINE RIVER, 4.85 MILES EAST ALONG COUNTY
 DM4866'ROAD 2 FROM THE JUNCTION OF TRUNK HIGHWAY 64 AND COUNTY ROAD 2 AT
 DM4866'TRUNK HIGHWAY 64 MILE POINT 27.8, 77.8 FEET SOUTH OF COUNTY ROAD 2,
 DM4866'15.8 FEET EAST OF ENTRANCE, 13.2 FEET SOUTH OF FIRE WARDEN SIGN, 1.8
 DM4866'FEET WEST OF WITNESS POST.
 DM4866
 DM4866                          STATION RECOVERY (2021)
 DM4866
 DM4866'RECOVERY NOTE BY MN DEPT OF TRANSP 2021 (KMS)
 DM4866'9.2 MI (14.8 KM) WEST OF PINE RIVER, 9.20 MI (14.80 KM) WEST ALONG
 DM4866'COUNTY ROAD 2 FROM THE JUNCTION OF TRUNK HIGHWAY 371 IN PINE RIVER, AT
 DM4866'TRUNK HIGHWAY 64 MILE POINT 27.8, 77.8 FT (23.7 M) SOUTH OF COUNTY
 DM4866'ROAD 2, 15.8 FT (4.8 M) EAST OF AN ENTRANCE, 13.2 FT (4.0 M) SOUTH OF
 DM4866'A FIRE WARDEN SIGN, 1.8 FT (0.5 M) WEST OF A WITNESS POST.
 DM4866
 DM4866                          STATION RECOVERY (2023)
 DM4866
 DM4866'RECOVERY NOTE BY MN DEPT OF TRANSP 2023 (KMS)
 DM4866'9.2 MI (14.8 KM) WEST OF PINE RIVER, 9.20 MI (14.80 KM) WEST ALONG
 DM4866'COUNTY ROAD 2 FROM THE JUNCTION OF TRUNK HIGHWAY 371 IN PINE RIVER, AT
 DM4866'TRUNK HIGHWAY 64 MILE POINT 27.8, 77.8 FT (23.7 M) SOUTH OF COUNTY
 DM4866'ROAD 2, 15.8 FT (4.8 M) EAST OF DRIVEWAY NUMBER 6047, 13.2 FT (4.0 M)
 DM4866'SOUTH OF A FIRE WARDEN SIGN, 1.8 FT (0.5 M) WEST OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DM4865 ***********************************************************************
 DM4865  DESIGNATION -  1109 D 5
 DM4865  PID         -  DM4865
 DM4865  STATE/COUNTY-  MN/CASS
 DM4865  COUNTRY     -  US
 DM4865  USGS QUAD   -  BUNGO CREEK (2019)
 DM4865
 DM4865                         *CURRENT SURVEY CONTROL
 DM4865  ______________________________________________________________________
 DM4865* NAD 83(1986) POSITION- 46 43 05.32   (N) 094 34 09.66   (W)   HD_HELD1
 DM4865* NAVD 88 ORTHO HEIGHT -   414.634 (meters)     1360.35  (feet) ADJUSTED
 DM4865  ______________________________________________________________________
 DM4865  GEOID HEIGHT    -        -27.751 (meters)                     GEOID18
 DM4865  DYNAMIC HEIGHT  -        414.647 (meters)     1360.39  (feet) COMP
 DM4865  MODELED GRAVITY -    980,632.7   (mgal)                       NAVD 88
 DM4865
 DM4865  VERT ORDER      -  SECOND    CLASS I
 DM4865
 DM4865.The horizontal coordinates were determined by differentially corrected
 DM4865.hand held GPS observations or other comparable positioning techniques
 DM4865.and have an estimated accuracy of +/- 3 meters.
 DM4865
 DM4865.The orthometric height was determined by differential leveling and
 DM4865.adjusted by the NATIONAL GEODETIC SURVEY
 DM4865.in February 2020.
 DM4865
 DM4865.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM4865.GEOID18 height accuracy estimate available here.
 DM4865
 DM4865.Click photographs - Photos may exist for this station.
 DM4865
 DM4865.The dynamic height is computed by dividing the NAVD 88
 DM4865.geopotential number by the normal gravity value computed on the
 DM4865.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM4865.degrees latitude (g = 980.6199 gals.).
 DM4865
 DM4865.The modeled gravity was interpolated from observed gravity values.
 DM4865
 DM4865;                    North         East    Units  Estimated Accuracy
 DM4865;SPC MN C     -   291,017.2     775,585.5     MT  (+/- 3 meters HH1 GPS) 
 DM4865
 DM4865_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUM8006475039(NAD 83)
 DM4865
 DM4865                          SUPERSEDED SURVEY CONTROL
 DM4865
 DM4865  NAVD 88 (02/16/11)  414.642  (m)         1360.37   (f) SUPERSEDED  2 1
 DM4865
 DM4865.Superseded values are not recommended for survey control.
 DM4865
 DM4865.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DM4865.See file dsdata.pdf to determine how the superseded data were derived.
 DM4865
 DM4865_MARKER: DD = SURVEY DISK
 DM4865_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DM4865_STAMPING: 1109 D 5 2007
 DM4865_MARK LOGO: MNDT
 DM4865_PROJECTION: FLUSH
 DM4865_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DM4865_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DM4865_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DM4865+SATELLITE: SATELLITE OBSERVATIONS - May 10, 2023
 DM4865_ROD/PIPE-DEPTH: 14.9 meters
 DM4865
 DM4865  HISTORY     - Date     Condition        Report By
 DM4865  HISTORY     - 20070606 MONUMENTED       MNDT
 DM4865  HISTORY     - 20210630 GOOD             MNDT
 DM4865  HISTORY     - 20230510 GOOD             MNDT
 DM4865
 DM4865                          STATION DESCRIPTION
 DM4865
 DM4865'DESCRIBED BY MN DEPT OF TRANSP 2007 (WAS)
 DM4865'THE MARK IS 7.7 MILES WEST OF PINE RIVER, 6.4 MILES EAST ALONG COUNTY
 DM4865'ROAD 2 FROM THE JUNCTION OF TRUNK HIGHWAY 64 AND COUNTY ROAD 2, AT
 DM4865'TRUNK HIGHWAY 64 MILE POINT 27.8, 57.3 FEET NORTH OF COUNTY ROAD 2,
 DM4865'46.3 FEET WEST OF ENTRANCE, 2.0 FEET SOUTH OF WITNESS POST.
 DM4865
 DM4865                          STATION RECOVERY (2021)
 DM4865
 DM4865'RECOVERY NOTE BY MN DEPT OF TRANSP 2021 (KMS)
 DM4865'7.7 MI (12.4 KM) WEST OF PINE RIVER, 7.7 MI (12.4 KM) WEST ALONG
 DM4865'COUNTY ROAD 2 FROM THE JUNCTION OF TRUNK HIGHWAY 371 AND COUNTY ROAD 2
 DM4865'IN PINE RIVER, 57.3 FT (17.5 M) NORTH OF COUNTY ROAD 2, 46.3 FT (14.1
 DM4865'M) WEST OF AN ENTRANCE, 2.0 FT (0.6 M) SOUTH OF A WITNESS POST.
 DM4865
 DM4865                          STATION RECOVERY (2023)
 DM4865
 DM4865'RECOVERY NOTE BY MN DEPT OF TRANSP 2023 (KMS)
 DM4865'7.7 MI (12.4 KM) WEST OF PINE RIVER, 7.7 MI (12.4 KM) WEST ALONG
 DM4865'COUNTY ROAD 2 FROM THE JUNCTION OF TRUNK HIGHWAY 371 AND COUNTY ROAD 2
 DM4865'IN PINE RIVER, 57.3 FT (17.5 M) NORTH OF COUNTY ROAD 2, 46.3 FT (14.1
 DM4865'M) WEST OF DRIVEWAY NUMBER 05478, 2.0 FT (0.6 M) SOUTH OF A WITNESS
 DM4865'POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DM4864 ***********************************************************************
 DM4864  DESIGNATION -  1109 D 6
 DM4864  PID         -  DM4864
 DM4864  STATE/COUNTY-  MN/CASS
 DM4864  COUNTRY     -  US
 DM4864  USGS QUAD   -  BUNGO CREEK (2019)
 DM4864
 DM4864                         *CURRENT SURVEY CONTROL
 DM4864  ______________________________________________________________________
 DM4864* NAD 83(2011) POSITION- 46 43 06.04714(N) 094 32 07.75145(W)   ADJUSTED
 DM4864* NAD 83(2011) ELLIP HT-   370.392 (meters)        (07/23/20)   ADJUSTED
 DM4864* NAD 83(2011) EPOCH   -  2010.00
 DM4864* NAVD 88 ORTHO HEIGHT -   398.196 (meters)     1306.41  (feet) ADJUSTED
 DM4864  ______________________________________________________________________
 DM4864  GEOID HEIGHT    -        -27.782 (meters)                     GEOID18
 DM4864  NAD 83(2011) X  -   -346,417.536 (meters)                     COMP
 DM4864  NAD 83(2011) Y  - -4,367,070.176 (meters)                     COMP
 DM4864  NAD 83(2011) Z  -  4,620,624.258 (meters)                     COMP
 DM4864  LAPLACE CORR    -         -2.27  (seconds)                    DEFLEC18
 DM4864  DYNAMIC HEIGHT  -        398.209 (meters)     1306.46  (feet) COMP
 DM4864  MODELED GRAVITY -    980,635.2   (mgal)                       NAVD 88
 DM4864
 DM4864  VERT ORDER      -  SECOND    CLASS I
 DM4864
 DM4864  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DM4864  Standards:
 DM4864         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DM4864            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DM4864  -------------------------------------------------------------------
 DM4864  NETWORK    0.81   1.29           0.37   0.28   0.66     -0.11047515
 DM4864  -------------------------------------------------------------------
 DM4864  Click here for local accuracies and other accuracy information.
 DM4864
 DM4864.The horizontal coordinates were established by GPS observations
 DM4864.and adjusted by the MN DEPT OF TRANSP in July 2020.
 DM4864
 DM4864.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DM4864.been affixed to the stable North American tectonic plate. See 
 DM4864.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DM4864
 DM4864.The horizontal coordinates are valid at the epoch date displayed above
 DM4864.which is a decimal equivalence of Year/Month/Day.
 DM4864
 DM4864.The orthometric height was determined by differential leveling and
 DM4864.adjusted by the NATIONAL GEODETIC SURVEY
 DM4864.in February 2020.
 DM4864
 DM4864.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM4864.GEOID18 height accuracy estimate available here.
 DM4864
 DM4864.Click photographs - Photos may exist for this station.
 DM4864
 DM4864.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DM4864
 DM4864.The Laplace correction was computed from DEFLEC18 derived deflections.
 DM4864
 DM4864.The ellipsoidal height was determined by GPS observations
 DM4864.and is referenced to NAD 83.
 DM4864
 DM4864.The dynamic height is computed by dividing the NAVD 88
 DM4864.geopotential number by the normal gravity value computed on the
 DM4864.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM4864.degrees latitude (g = 980.6199 gals.).
 DM4864
 DM4864.The modeled gravity was interpolated from observed gravity values.
 DM4864
 DM4864. The following values were computed from the NAD 83(2011) position.
 DM4864
 DM4864;                    North         East     Units Scale Factor Converg.
 DM4864;SPC MN C     -   291,029.798   778,174.461   MT  0.99994439   -0 12 23.5
 DM4864;SPC MN C     -   954,820.26  2,553,060.71   sFT  0.99994439   -0 12 23.5
 DM4864;UTM  15      - 5,175,010.583   382,652.544   MT  0.99976926   -1 07 04.6
 DM4864
 DM4864!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DM4864!SPC MN C     -   0.99994194  x   0.99994439  =   0.99988634
 DM4864!UTM  15      -   0.99994194  x   0.99976926  =   0.99971122
 DM4864
 DM4864_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUM8265275010(NAD 83)
 DM4864
 DM4864                          SUPERSEDED SURVEY CONTROL
 DM4864
 DM4864  NAVD 88 (02/16/11)  398.204  (m)         1306.44   (f) SUPERSEDED  2 1
 DM4864
 DM4864.Superseded values are not recommended for survey control.
 DM4864
 DM4864.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DM4864.See file dsdata.pdf to determine how the superseded data were derived.
 DM4864
 DM4864_MARKER: DD = SURVEY DISK
 DM4864_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DM4864_STAMPING: 1109 D 6 2007
 DM4864_MARK LOGO: MNDT
 DM4864_PROJECTION: FLUSH
 DM4864_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DM4864_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DM4864_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DM4864+SATELLITE: SATELLITE OBSERVATIONS - May 10, 2023
 DM4864_ROD/PIPE-DEPTH: 8.2 meters
 DM4864
 DM4864  HISTORY     - Date     Condition        Report By
 DM4864  HISTORY     - 20070606 MONUMENTED       MNDT
 DM4864  HISTORY     - 20180802 GOOD             MNDT
 DM4864  HISTORY     - 20200122 GOOD             MNDT
 DM4864  HISTORY     - 20230510 GOOD             MNDT
 DM4864
 DM4864                          STATION DESCRIPTION
 DM4864
 DM4864'DESCRIBED BY MN DEPT OF TRANSP 2007 (WAS)
 DM4864'THE MARK IS 6.1 MILES WEST OF PINE RIVER, 8.0 MILES EAST ALONG COUNTY
 DM4864'ROAD 2 FROM THE JUNCTION OF TRUNK HIGHWAY 64 AND COUNTY ROAD 2, AT
 DM4864'TRUNK HIGHWAY 64 MILE POINT 27.8, 99.5 FEET SOUTH OF COUNTY ROAD 2,
 DM4864'54.2 FEET EAST OF COUNTY ROAD 25, 35.8 FEET NORTH-NORTHEAST OF POWER
 DM4864'POLE CABLE PEDESTAL NUMBER 15 5000 1A1, 1.9 FEET NORTH OF WITNESS
 DM4864'POST.
 DM4864
 DM4864                          STATION RECOVERY (2018)
 DM4864
 DM4864'RECOVERY NOTE BY MN DEPT OF TRANSP 2018 (AXH)
 DM4864'RECOVERED AS DESCRIBED.
 DM4864
 DM4864                          STATION RECOVERY (2020)
 DM4864
 DM4864'RECOVERY NOTE BY MN DEPT OF TRANSP 2020 (KMS)
 DM4864'6.1 MI (9.8 KM) WEST OF PINE RIVER, 6.0 MI (9.7 KM) WEST ALONG COUNTY
 DM4864'ROAD 2 FROM THE JUNCTION OF COUNTY ROAD 2 AND TRUNK HIGHWAY 371 IN
 DM4864'PINE RIVER, 99.5 FT (30.3 M) SOUTH OF COUNTY ROAD 2, 54.2 FT (16.5 M)
 DM4864'EAST OF COUNTY ROAD 25, 35.8 FT (10.9 M) NORTH-NORTHEAST OF POWER POLE
 DM4864'CABLE PEDESTAL NUMBER 15 5000 1A1, 1.9 FT (0.6 M) NORTH OF A WITNESS
 DM4864'POST.
 DM4864
 DM4864                          STATION RECOVERY (2023)
 DM4864
 DM4864'RECOVERY NOTE BY MN DEPT OF TRANSP 2023 (KMS)
 DM4864'6.1 MI (9.8 KM) WEST OF PINE RIVER, 6.0 MI (9.7 KM) WEST ALONG COUNTY
 DM4864'ROAD 2 FROM THE JUNCTION OF COUNTY ROAD 2 AND TRUNK HIGHWAY 371 IN
 DM4864'PINE RIVER, 99.5 FT (30.3 M) SOUTH OF COUNTY ROAD 2 (48TH AVENUE
 DM4864'SOUTHWEST), 54.2 FT (16.5 M) EAST OF COUNTY ROAD 25, 35.8 FT (10.9 M)
 DM4864'NORTH-NORTHEAST OF A POWER POLE CABLE PEDESTAL NUMBER 15 5000 1A1, 1.9
 DM4864'FT (0.6 M) NORTH OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DM4863 ***********************************************************************
 DM4863  DESIGNATION -  1109 D 7
 DM4863  PID         -  DM4863
 DM4863  STATE/COUNTY-  MN/CASS
 DM4863  COUNTRY     -  US
 DM4863  USGS QUAD   -  BUNGO CREEK (2019)
 DM4863
 DM4863                         *CURRENT SURVEY CONTROL
 DM4863  ______________________________________________________________________
 DM4863* NAD 83(1986) POSITION- 46 41 37.60   (N) 094 32 07.42   (W)   HD_HELD1
 DM4863* NAVD 88 ORTHO HEIGHT -   405.329 (meters)     1329.82  (feet) ADJUSTED
 DM4863  ______________________________________________________________________
 DM4863  GEOID HEIGHT    -        -27.729 (meters)                     GEOID18
 DM4863  DYNAMIC HEIGHT  -        405.342 (meters)     1329.86  (feet) COMP
 DM4863  MODELED GRAVITY -    980,635.5   (mgal)                       NAVD 88
 DM4863
 DM4863  VERT ORDER      -  SECOND    CLASS I
 DM4863
 DM4863.The horizontal coordinates were determined by differentially corrected
 DM4863.hand held GPS observations or other comparable positioning techniques
 DM4863.and have an estimated accuracy of +/- 3 meters.
 DM4863
 DM4863.The orthometric height was determined by differential leveling and
 DM4863.adjusted by the NATIONAL GEODETIC SURVEY
 DM4863.in February 2020.
 DM4863
 DM4863.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM4863.GEOID18 height accuracy estimate available here.
 DM4863
 DM4863.Click photographs - Photos may exist for this station.
 DM4863
 DM4863.The dynamic height is computed by dividing the NAVD 88
 DM4863.geopotential number by the normal gravity value computed on the
 DM4863.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM4863.degrees latitude (g = 980.6199 gals.).
 DM4863
 DM4863.The modeled gravity was interpolated from observed gravity values.
 DM4863
 DM4863;                    North         East    Units  Estimated Accuracy
 DM4863;SPC MN C     -   288,298.8     778,171.7     MT  (+/- 3 meters HH1 GPS) 
 DM4863
 DM4863_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUM8260672280(NAD 83)
 DM4863
 DM4863                          SUPERSEDED SURVEY CONTROL
 DM4863
 DM4863  NAVD 88 (02/16/11)  405.337  (m)         1329.84   (f) SUPERSEDED  2 1
 DM4863
 DM4863.Superseded values are not recommended for survey control.
 DM4863
 DM4863.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DM4863.See file dsdata.pdf to determine how the superseded data were derived.
 DM4863
 DM4863_MARKER: DD = SURVEY DISK
 DM4863_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DM4863_STAMPING: 1109 D 7 2007
 DM4863_MARK LOGO: MNDT
 DM4863_PROJECTION: FLUSH
 DM4863_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DM4863_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DM4863_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DM4863+SATELLITE: SATELLITE OBSERVATIONS - May 09, 2023
 DM4863_ROD/PIPE-DEPTH: 8.2 meters
 DM4863
 DM4863  HISTORY     - Date     Condition        Report By
 DM4863  HISTORY     - 20070606 MONUMENTED       MNDT
 DM4863  HISTORY     - 20210630 GOOD             MNDT
 DM4863  HISTORY     - 20230509 GOOD             MNDT
 DM4863
 DM4863                          STATION DESCRIPTION
 DM4863
 DM4863'DESCRIBED BY MN DEPT OF TRANSP 2007 (WAS)
 DM4863'THE MARK IS 6.1 MILES WEST OF PINE RIVER, 8.0 MILES EAST ALONG COUNTY
 DM4863'ROAD 2 FROM THE JUNCTION OF TRUNK HIGHWAY 64 AND COUNTY ROAD 2, AT
 DM4863'TRUNK HIGHWAY 64 MILE POINT 27.8, THENCE 1.7 MILES SOUTH ON COUNTY
 DM4863'ROAD 25, 24.5 FEET WEST OF COUNTY ROAD 25, 16.6 FEET NORTH OF
 DM4863'ENTRANCE, 2.2 FEET EAST OF WITNESS POST.
 DM4863
 DM4863                          STATION RECOVERY (2021)
 DM4863
 DM4863'RECOVERY NOTE BY MN DEPT OF TRANSP 2021 (KMS)
 DM4863'6.1 MI (9.8 KM) WEST OF PINE RIVER, 6.1 MI (9.8 KM) WEST ALONG COUNTY
 DM4863'ROAD 2 FROM THE JUNCTION OF TRUNK HIGHWAY 371 AND COUNTY ROAD 2 IN
 DM4863'PINE RIVER, THEN 1.7 MI (2.7 KM) SOUTH ON COUNTY ROAD 25, 24.5 FT (7.5
 DM4863'M) WEST OF COUNTY ROAD 25, 16.6 FT (5.1 M) NORTH OF AN ENTRANCE, 2.2
 DM4863'FT (0.7 M) EAST OF A WITNESS POST.
 DM4863
 DM4863                          STATION RECOVERY (2023)
 DM4863
 DM4863'RECOVERY NOTE BY MN DEPT OF TRANSP 2023 (KMS)
 DM4863'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DM4862 ***********************************************************************
 DM4862  DESIGNATION -  1109 D 8
 DM4862  PID         -  DM4862
 DM4862  STATE/COUNTY-  MN/CASS
 DM4862  COUNTRY     -  US
 DM4862  USGS QUAD   -  BUNGO CREEK (2019)
 DM4862
 DM4862                         *CURRENT SURVEY CONTROL
 DM4862  ______________________________________________________________________
 DM4862* NAD 83(1986) POSITION- 46 41 20.38   (N) 094 33 43.50   (W)   HD_HELD1
 DM4862* NAVD 88 ORTHO HEIGHT -   411.609 (meters)     1350.42  (feet) ADJUSTED
 DM4862  ______________________________________________________________________
 DM4862  GEOID HEIGHT    -        -27.699 (meters)                     GEOID18
 DM4862  DYNAMIC HEIGHT  -        411.622 (meters)     1350.46  (feet) COMP
 DM4862  MODELED GRAVITY -    980,633.6   (mgal)                       NAVD 88
 DM4862
 DM4862  VERT ORDER      -  SECOND    CLASS I
 DM4862
 DM4862.The horizontal coordinates were determined by differentially corrected
 DM4862.hand held GPS observations or other comparable positioning techniques
 DM4862.and have an estimated accuracy of +/- 3 meters.
 DM4862
 DM4862.The orthometric height was determined by differential leveling and
 DM4862.adjusted by the NATIONAL GEODETIC SURVEY
 DM4862.in February 2020.
 DM4862
 DM4862.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM4862.GEOID18 height accuracy estimate available here.
 DM4862
 DM4862.Click photographs - Photos may exist for this station.
 DM4862
 DM4862.The dynamic height is computed by dividing the NAVD 88
 DM4862.geopotential number by the normal gravity value computed on the
 DM4862.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM4862.degrees latitude (g = 980.6199 gals.).
 DM4862
 DM4862.The modeled gravity was interpolated from observed gravity values.
 DM4862
 DM4862;                    North         East    Units  Estimated Accuracy
 DM4862;SPC MN C     -   287,774.8     776,128.3     MT  (+/- 3 meters HH1 GPS) 
 DM4862
 DM4862_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUM8055571789(NAD 83)
 DM4862
 DM4862                          SUPERSEDED SURVEY CONTROL
 DM4862
 DM4862  NAVD 88 (02/16/11)  411.617  (m)         1350.45   (f) SUPERSEDED  2 1
 DM4862
 DM4862.Superseded values are not recommended for survey control.
 DM4862
 DM4862.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DM4862.See file dsdata.pdf to determine how the superseded data were derived.
 DM4862
 DM4862_MARKER: DD = SURVEY DISK
 DM4862_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DM4862_STAMPING: 1109 D 8 2007
 DM4862_MARK LOGO: MNDT
 DM4862_PROJECTION: FLUSH
 DM4862_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DM4862_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DM4862_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DM4862+SATELLITE: SATELLITE OBSERVATIONS - May 09, 2023
 DM4862_ROD/PIPE-DEPTH: 6.7 meters
 DM4862
 DM4862  HISTORY     - Date     Condition        Report By
 DM4862  HISTORY     - 20070606 MONUMENTED       MNDT
 DM4862  HISTORY     - 20210630 GOOD             MNDT
 DM4862  HISTORY     - 20230509 GOOD             MNDT
 DM4862
 DM4862                          STATION DESCRIPTION
 DM4862
 DM4862'DESCRIBED BY MN DEPT OF TRANSP 2007 (WAS)
 DM4862'THE MARK IS 7.1 MILES WEST OF PINE RIVER, 8.0 MILES EAST ALONG COUNTY
 DM4862'ROAD 2 FROM THE JUNCTION OF TRUNK HIGHWAY 64 AND COUNTY ROAD 2, AT
 DM4862'TRUNK HIGHWAY 64 MILE POINT 27.8, THENCE 3.3 MILES SOUTH AND WEST ON
 DM4862'COUNTY ROAD 25, 36.6 FEET SOUTH OF COUNTY ROAD 25, 11.7 FEET WEST OF
 DM4862'ENTRANCE, 3.0 FEET NORTH OF FENCE, 2.7 FEET NORTH OF WITNESS POST.
 DM4862
 DM4862                          STATION RECOVERY (2021)
 DM4862
 DM4862'RECOVERY NOTE BY MN DEPT OF TRANSP 2021 (KMS)
 DM4862'7.1 MI (11.4 KM) WEST OF PINE RIVER, 6.1 MI (9.8 KM) WEST ALONG COUNTY
 DM4862'ROAD 2 FROM THE JUNCTION OF TRUNK HIGHWAY 371 AND COUNTY ROAD 2 IN
 DM4862'PINE RIVER, THEN 3.3 MI (5.3 KM) SOUTH AND WEST ON COUNTY ROAD 25,
 DM4862'36.6 FT (11.2 M) SOUTH OF COUNTY ROAD 25, 11.7 FT (3.6 M) WEST OF AN
 DM4862'ENTRANCE, 3.0 FT (0.9 M) NORTH OF A FENCE, 2.7 FT (0.8 M) NORTH OF A
 DM4862'WITNESS POST.
 DM4862
 DM4862                          STATION RECOVERY (2023)
 DM4862
 DM4862'RECOVERY NOTE BY MN DEPT OF TRANSP 2023 (KMS)
 DM4862'7.1 MI (11.4 KM) WEST OF PINE RIVER, 6.1 MI (9.8 KM) WEST ALONG COUNTY
 DM4862'ROAD 2 FROM THE JUNCTION OF TRUNK HIGHWAY 371 AND COUNTY ROAD 2 IN
 DM4862'PINE RIVER, THEN 3.3 MI (5.3 KM) SOUTH AND WEST ON COUNTY ROAD 25,
 DM4862'36.6 FT (11.2 M) SOUTH OF COUNTY ROAD 25 (32ND STREET SOUTHWEST), 11.7
 DM4862'FT (3.6 M) WEST OF AN ENTRANCE, 3.0 FT (0.9 M) NORTH OF A FENCE, 2.7
 DM4862'FT (0.8 M) NORTH OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DM4861 ***********************************************************************
 DM4861  DESIGNATION -  1109 D 9
 DM4861  PID         -  DM4861
 DM4861  STATE/COUNTY-  MN/CASS
 DM4861  COUNTRY     -  US
 DM4861  USGS QUAD   -  BUNGO CREEK (2019)
 DM4861
 DM4861                         *CURRENT SURVEY CONTROL
 DM4861  ______________________________________________________________________
 DM4861* NAD 83(2011) POSITION- 46 40 29.09423(N) 094 34 22.39233(W)   ADJUSTED
 DM4861* NAD 83(2011) ELLIP HT-   389.356 (meters)        (07/23/20)   ADJUSTED
 DM4861* NAD 83(2011) EPOCH   -  2010.00
 DM4861* NAVD 88 ORTHO HEIGHT -   417.013 (meters)     1368.15  (feet) ADJUSTED
 DM4861  ______________________________________________________________________
 DM4861  GEOID HEIGHT    -        -27.655 (meters)                     GEOID18
 DM4861  NAD 83(2011) X  -   -349,550.352 (meters)                     COMP
 DM4861  NAD 83(2011) Y  - -4,370,372.069 (meters)                     COMP
 DM4861  NAD 83(2011) Z  -  4,617,313.780 (meters)                     COMP
 DM4861  LAPLACE CORR    -         -1.95  (seconds)                    DEFLEC18
 DM4861  DYNAMIC HEIGHT  -        417.027 (meters)     1368.20  (feet) COMP
 DM4861  MODELED GRAVITY -    980,633.5   (mgal)                       NAVD 88
 DM4861
 DM4861  VERT ORDER      -  SECOND    CLASS I
 DM4861
 DM4861  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DM4861  Standards:
 DM4861         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DM4861            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DM4861  -------------------------------------------------------------------
 DM4861  NETWORK    0.80   1.27           0.37   0.26   0.65     -0.12862779
 DM4861  -------------------------------------------------------------------
 DM4861  Click here for local accuracies and other accuracy information.
 DM4861
 DM4861.The horizontal coordinates were established by GPS observations
 DM4861.and adjusted by the MN DEPT OF TRANSP in July 2020.
 DM4861
 DM4861.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DM4861.been affixed to the stable North American tectonic plate. See 
 DM4861.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DM4861
 DM4861.The horizontal coordinates are valid at the epoch date displayed above
 DM4861.which is a decimal equivalence of Year/Month/Day.
 DM4861
 DM4861.The orthometric height was determined by differential leveling and
 DM4861.adjusted by the NATIONAL GEODETIC SURVEY
 DM4861.in February 2020.
 DM4861
 DM4861.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM4861.GEOID18 height accuracy estimate available here.
 DM4861
 DM4861.Click photographs - Photos may exist for this station.
 DM4861
 DM4861.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DM4861
 DM4861.The Laplace correction was computed from DEFLEC18 derived deflections.
 DM4861
 DM4861.The ellipsoidal height was determined by GPS observations
 DM4861.and is referenced to NAD 83.
 DM4861
 DM4861.The dynamic height is computed by dividing the NAVD 88
 DM4861.geopotential number by the normal gravity value computed on the
 DM4861.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM4861.degrees latitude (g = 980.6199 gals.).
 DM4861
 DM4861.The modeled gravity was interpolated from observed gravity values.
 DM4861
 DM4861. The following values were computed from the NAD 83(2011) position.
 DM4861
 DM4861;                    North         East     Units Scale Factor Converg.
 DM4861;SPC MN C     -   286,194.529   775,295.458   MT  0.99993959   -0 14 00.9
 DM4861;SPC MN C     -   938,956.55  2,543,615.18   sFT  0.99993959   -0 14 00.9
 DM4861;UTM  15      - 5,170,222.512   379,697.516   MT  0.99977789   -1 08 39.7
 DM4861
 DM4861!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DM4861!SPC MN C     -   0.99993897  x   0.99993959  =   0.99987856
 DM4861!UTM  15      -   0.99993897  x   0.99977789  =   0.99971687
 DM4861
 DM4861_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUM7969770222(NAD 83)
 DM4861
 DM4861                          SUPERSEDED SURVEY CONTROL
 DM4861
 DM4861  NAVD 88 (02/16/11)  417.022  (m)         1368.18   (f) SUPERSEDED  2 1
 DM4861
 DM4861.Superseded values are not recommended for survey control.
 DM4861
 DM4861.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DM4861.See file dsdata.pdf to determine how the superseded data were derived.
 DM4861
 DM4861_MARKER: DD = SURVEY DISK
 DM4861_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DM4861_STAMPING: 1109 D 9 2007
 DM4861_MARK LOGO: MNDT
 DM4861_PROJECTION: RECESSED 13 CENTIMETERS
 DM4861_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DM4861_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DM4861_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DM4861+SATELLITE: SATELLITE OBSERVATIONS - May 09, 2023
 DM4861_ROD/PIPE-DEPTH: 12.2 meters
 DM4861
 DM4861  HISTORY     - Date     Condition        Report By
 DM4861  HISTORY     - 20070606 MONUMENTED       MNDT
 DM4861  HISTORY     - 20180801 GOOD             MNDT
 DM4861  HISTORY     - 20230509 GOOD             MNDT
 DM4861
 DM4861                          STATION DESCRIPTION
 DM4861
 DM4861'DESCRIBED BY MN DEPT OF TRANSP 2007 (WAS)
 DM4861'THE MARK IS 9.0 MILES WEST OF PINE RIVER, 8.0 MILES EAST ALONG COUNTY
 DM4861'ROAD 2 FROM THE JUNCTION OF TRUNK HIGHWAY 64 AND COUNTY ROAD 2 (TRUNK
 DM4861'HIGHWAY 64 MILE POINT 27.8), THENCE 4.7 MILES SOUTH AND WEST ON COUNTY
 DM4861'ROAD 25, 42.8 FEET NORTH OF COUNTY ROAD 25, 10.4 FEET WEST OF
 DM4861'ENTRANCE, 6.3 FEET SOUTH OF GATE POST, 4.9 FEET SOUTH OF WITNESS POST.
 DM4861
 DM4861                          STATION RECOVERY (2018)
 DM4861
 DM4861'RECOVERY NOTE BY MN DEPT OF TRANSP 2018 (BXG)
 DM4861'RECOVERED AS DESCRIBED.
 DM4861
 DM4861                          STATION RECOVERY (2023)
 DM4861
 DM4861'RECOVERY NOTE BY MN DEPT OF TRANSP 2023 (KMS)
 DM4861'9.0 MI (14.5 KM) WEST OF PINE RIVER, 8.0 MI (12.9 KM) EAST ALONG
 DM4861'COUNTY ROAD 2 FROM THE JUNCTION OF TRUNK HIGHWAY 64 AND COUNTY ROAD 2,
 DM4861'AT TRUNK HIGHWAY 64 MILE POINT 27.8, THEN 4.7 MI (7.6 KM) SOUTH AND
 DM4861'WEST ON COUNTY ROAD 25 (36TH STREET SOUTHWEST), 42.8 FT (13.0 M) NORTH
 DM4861'OF COUNTY ROAD 25, 10.4 FT (3.2 M) WEST OF ENTRANCE NUMBER 05520, 4.9
 DM4861'FT (1.5 M) SOUTH OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DQ1154 ***********************************************************************
 DQ1154  DESIGNATION -  1109 D RESET
 DQ1154  PID         -  DQ1154
 DQ1154  STATE/COUNTY-  MN/CASS
 DQ1154  COUNTRY     -  US
 DQ1154  USGS QUAD   -  SPIDER LAKE (2019)
 DQ1154
 DQ1154                         *CURRENT SURVEY CONTROL
 DQ1154  ______________________________________________________________________
 DQ1154* NAD 83(2011) POSITION- 46 43 51.76078(N) 094 42 02.25145(W)   ADJUSTED
 DQ1154* NAD 83(2011) ELLIP HT-   406.530 (meters)        (03/13/20)   ADJUSTED
 DQ1154* NAD 83(2011) EPOCH   -  2010.00
 DQ1154* NAVD 88 ORTHO HEIGHT -   434.150 (meters)     1424.37  (feet) ADJUSTED
 DQ1154  ______________________________________________________________________
 DQ1154  GEOID HEIGHT    -        -27.625 (meters)                     GEOID18
 DQ1154  NAD 83(2011) X  -   -358,920.727 (meters)                     COMP
 DQ1154  NAD 83(2011) Y  - -4,365,053.927 (meters)                     COMP
 DQ1154  NAD 83(2011) Z  -  4,621,618.289 (meters)                     COMP
 DQ1154  LAPLACE CORR    -         -2.92  (seconds)                    DEFLEC18
 DQ1154  DYNAMIC HEIGHT  -        434.166 (meters)     1424.43  (feet) COMP
 DQ1154  MODELED GRAVITY -    980,637.9   (mgal)                       NAVD 88
 DQ1154
 DQ1154  VERT ORDER      -  SECOND    CLASS I
 DQ1154
 DQ1154  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DQ1154  Standards:
 DQ1154         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DQ1154            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DQ1154  -------------------------------------------------------------------
 DQ1154  NETWORK    0.37   0.94           0.17   0.12   0.48     -0.09303280
 DQ1154  -------------------------------------------------------------------
 DQ1154  Click here for local accuracies and other accuracy information.
 DQ1154
 DQ1154.The horizontal coordinates were established by GPS observations
 DQ1154.and adjusted by the MN DEPT OF TRANSP in March 2020.
 DQ1154
 DQ1154.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DQ1154.been affixed to the stable North American tectonic plate. See 
 DQ1154.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DQ1154
 DQ1154.The horizontal coordinates are valid at the epoch date displayed above
 DQ1154.which is a decimal equivalence of Year/Month/Day.
 DQ1154
 DQ1154.The orthometric height was determined by differential leveling and
 DQ1154.adjusted by the NATIONAL GEODETIC SURVEY
 DQ1154.in February 2020.
 DQ1154
 DQ1154.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ1154.GEOID18 height accuracy estimate available here.
 DQ1154
 DQ1154.Click photographs - Photos may exist for this station.
 DQ1154
 DQ1154.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DQ1154
 DQ1154.The Laplace correction was computed from DEFLEC18 derived deflections.
 DQ1154
 DQ1154.The ellipsoidal height was determined by GPS observations
 DQ1154.and is referenced to NAD 83.
 DQ1154
 DQ1154.The dynamic height is computed by dividing the NAVD 88
 DQ1154.geopotential number by the normal gravity value computed on the
 DQ1154.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ1154.degrees latitude (g = 980.6199 gals.).
 DQ1154
 DQ1154.The modeled gravity was interpolated from observed gravity values.
 DQ1154
 DQ1154. The following values were computed from the NAD 83(2011) position.
 DQ1154
 DQ1154;                    North         East     Units Scale Factor Converg.
 DQ1154;SPC MN C     -   292,499.969   765,557.680   MT  0.99994590   -0 19 33.5
 DQ1154;SPC MN C     -   959,643.65  2,511,667.16   sFT  0.99994590   -0 19 33.5
 DQ1154;UTM  15      - 5,176,681.115   370,062.738   MT  0.99980752   -1 14 18.5
 DQ1154
 DQ1154!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DQ1154!SPC MN C     -   0.99993628  x   0.99994590  =   0.99988218
 DQ1154!UTM  15      -   0.99993628  x   0.99980752  =   0.99974381
 DQ1154
 DQ1154_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUM7006276681(NAD 83)
 DQ1154
 DQ1154                          SUPERSEDED SURVEY CONTROL
 DQ1154
 DQ1154  NAVD 88 (08/26/19)  434.154  (m)         1424.39   (f) SUPERSEDED  2 1
 DQ1154  NAVD 88 (05/02/18)  434.159  (m)         1424.40   (f) SUPERSEDED  2 1
 DQ1154
 DQ1154.Superseded values are not recommended for survey control.
 DQ1154
 DQ1154.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DQ1154.See file dsdata.pdf to determine how the superseded data were derived.
 DQ1154
 DQ1154_MARKER: I = METAL ROD
 DQ1154_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DQ1154_STAMPING: 1109 D RESET 2012
 DQ1154_MARK LOGO: MNDT
 DQ1154_PROJECTION: RECESSED 10 CENTIMETERS
 DQ1154_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DQ1154_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ1154_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ1154+SATELLITE: SATELLITE OBSERVATIONS - May 09, 2023
 DQ1154_ROD/PIPE-DEPTH: 5.2 meters
 DQ1154
 DQ1154  HISTORY     - Date     Condition        Report By
 DQ1154  HISTORY     - 20120611 MONUMENTED       MNDT
 DQ1154  HISTORY     - 20150520 GOOD             MNDT
 DQ1154  HISTORY     - 20170823 GOOD             MNDT
 DQ1154  HISTORY     - 20230509 GOOD             MNDT
 DQ1154
 DQ1154                          STATION DESCRIPTION
 DQ1154
 DQ1154'DESCRIBED BY MN DEPT OF TRANSP 2015 (BK)
 DQ1154'THE STATION IS LOCATED ABOUT 10.7 MI (17.2 KM) NORTHEAST OF NIMROD,
 DQ1154'9.6 MI (15.4 KM) EAST-SOUTHEAST OF HUNTERSVILLE AND 5.8 MI (9.3 KM)
 DQ1154'SOUTH-SOUTHWEST OF OSHAWA.
 DQ1154'
 DQ1154'TO REACH THE 5.05 MI (8.1 KM) SOUTH ALONG TRUNK HIGHWAY 64  FROM THE
 DQ1154'JUNCTION OF TRUNK HIGHWAY 64 AND TRUNK HIGHWAY 87 (JUNCTION IS 3.0 MI
 DQ1154'(4.8 KM) WEST OF OSHAWA), AT TRUNK HIGHWAY 64 MILE POINT 28.80.
 DQ1154'
 DQ1154'THE MARK IS LOCATED 72.0 FT (21.9 M) EAST OF TRUNK HIGHWAY 64, 55.2 FT
 DQ1154'(16.8 M) SOUTH OF CABLE MARKER, 30 FT (9.1 M) SOUTH OF 20TH STREET
 DQ1154'SOUTHWEST, 3.5 FT (1.1 M) NORTHWEST OF A FENCE CORNER, 2.4 FT (0.7 M)
 DQ1154'NORTH OF A WITNESS POST.
 DQ1154
 DQ1154                          STATION RECOVERY (2017)
 DQ1154
 DQ1154'RECOVERY NOTE BY MN DEPT OF TRANSP 2017 (DJH)
 DQ1154'RECOVERED AS DESCRIBED.
 DQ1154
 DQ1154                          STATION RECOVERY (2023)
 DQ1154
 DQ1154'RECOVERY NOTE BY MN DEPT OF TRANSP 2023 (TJD)
 DQ1154'6.0 MI (9.7 KM) SOUTHWEST OF OSHAWA, 5.05 MI (8.13 KM) SOUTH ALONG
 DQ1154'TRUNK HIGHWAY 64 FROM THE JUNCTION OF TRUNK HIGHWAY 64 AND TRUNK
 DQ1154'HIGHWAY 87 (THE JUNCTION IS 3.0 MI (4.8 KM) WEST OF OSHAWA), AT TRUNK
 DQ1154'HIGHWAY 64 MILE POINT 28.80, 72.0 FT (21.9 M) EAST OF TRUNK HIGHWAY
 DQ1154'64, 55.2 FT (16.8 M) SOUTH OF A CABLE MARKER, 30.0 FT (9.1 M) SOUTH OF
 DQ1154'20TH STREET SOUTHWEST, 3.5 FT (1.1 M) NORTHWEST OF A FENCE CORNER, 2.4
 DQ1154'FT (0.7 M) NORTH OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DI4587 ***********************************************************************
 DI4587  DESIGNATION -  1109 E
 DI4587  PID         -  DI4587
 DI4587  STATE/COUNTY-  MN/CASS
 DI4587  COUNTRY     -  US
 DI4587  USGS QUAD   -  MOTLEY (2019)
 DI4587
 DI4587                         *CURRENT SURVEY CONTROL
 DI4587  ______________________________________________________________________
 DI4587* NAD 83(2011) POSITION- 46 21 30.94280(N) 094 38 37.45633(W)   ADJUSTED
 DI4587* NAD 83(2011) ELLIP HT-   351.200 (meters)        (06/27/12)   ADJUSTED
 DI4587* NAD 83(2011) EPOCH   -  2010.00
 DI4587* NAVD 88 ORTHO HEIGHT -   378.362 (meters)     1241.34  (feet) ADJUSTED
 DI4587  ______________________________________________________________________
 DI4587  GEOID HEIGHT    -        -27.159 (meters)                     GEOID18
 DI4587  NAD 83(2011) X  -   -357,016.856 (meters)                     COMP
 DI4587  NAD 83(2011) Y  - -4,395,327.667 (meters)                     COMP
 DI4587  NAD 83(2011) Z  -  4,593,100.584 (meters)                     COMP
 DI4587  LAPLACE CORR    -         -0.71  (seconds)                    DEFLEC18
 DI4587  DYNAMIC HEIGHT  -        378.370 (meters)     1241.37  (feet) COMP
 DI4587  MODELED GRAVITY -    980,623.9   (mgal)                       NAVD 88
 DI4587
 DI4587  VERT ORDER      -  SECOND    CLASS I
 DI4587
 DI4587  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DI4587  Standards:
 DI4587         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DI4587            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DI4587  -------------------------------------------------------------------
 DI4587  NETWORK    0.30   0.45           0.14   0.10   0.23      0.02044608
 DI4587  -------------------------------------------------------------------
 DI4587  Click here for local accuracies and other accuracy information.
 DI4587
 DI4587.The horizontal coordinates were established by GPS observations
 DI4587.and adjusted by the National Geodetic Survey in June 2012.
 DI4587
 DI4587.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DI4587.been affixed to the stable North American tectonic plate. See 
 DI4587.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DI4587
 DI4587.The horizontal coordinates are valid at the epoch date displayed above
 DI4587.which is a decimal equivalence of Year/Month/Day.
 DI4587
 DI4587.The orthometric height was determined by differential leveling and
 DI4587.adjusted by the NATIONAL GEODETIC SURVEY
 DI4587.in January 2008.
 DI4587
 DI4587.No vertical observational check was made to the station.
 DI4587
 DI4587.Significant digits in the geoid height do not necessarily reflect accuracy.
 DI4587.GEOID18 height accuracy estimate available here.
 DI4587
 DI4587.Click photographs - Photos may exist for this station.
 DI4587
 DI4587.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DI4587
 DI4587.The Laplace correction was computed from DEFLEC18 derived deflections.
 DI4587
 DI4587.The ellipsoidal height was determined by GPS observations
 DI4587.and is referenced to NAD 83.
 DI4587
 DI4587.The dynamic height is computed by dividing the NAVD 88
 DI4587.geopotential number by the normal gravity value computed on the
 DI4587.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DI4587.degrees latitude (g = 980.6199 gals.).
 DI4587
 DI4587.The modeled gravity was interpolated from observed gravity values.
 DI4587
 DI4587. The following values were computed from the NAD 83(2011) position.
 DI4587
 DI4587;                    North         East     Units Scale Factor Converg.
 DI4587;SPC MN C     -   251,077.973   769,699.884   MT  0.99992211   -0 17 05.4
 DI4587;SPC MN C     -   823,744.98  2,525,257.04   sFT  0.99992211   -0 17 05.4
 DI4587;UTM  15      - 5,135,203.970   373,547.099   MT  0.99979656   -1 11 22.9
 DI4587
 DI4587!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DI4587!SPC MN C     -   0.99994495  x   0.99992211  =   0.99986706
 DI4587!UTM  15      -   0.99994495  x   0.99979656  =   0.99974152
 DI4587
 DI4587:                Primary Azimuth Mark                     Grid Az
 DI4587:SPC MN C     -  1109 F                                   001 32 35.3
 DI4587:UTM  15      -  1109 F                                   002 26 52.8
 DI4587
 DI4587_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUM7354735203(NAD 83)
 DI4587
 DI4587|---------------------------------------------------------------------|
 DI4587| PID    Reference Object                     Distance      Geod. Az  |
 DI4587|                                                           dddmmss.s |
 DI4587| DI4586 1109 F                              APPROX. 1.2 KM 0011529.9 |
 DI4587|---------------------------------------------------------------------|
 DI4587
 DI4587                          SUPERSEDED SURVEY CONTROL
 DI4587
 DI4587  NAD 83(2007)-  46 21 30.94289(N)    094 38 37.45745(W) AD(2002.00) 1
 DI4587  ELLIP H (07/18/11)  351.236  (m)                       GP(2002.00) 4 1
 DI4587  NAD 83(2007)-  46 21 30.94254(N)    094 38 37.45742(W) AD(2002.00) 1
 DI4587  ELLIP H (06/22/11)  351.240  (m)                       GP(2002.00) 3 2
 DI4587  NAD 83(1996)-  46 21 30.94227(N)    094 38 37.45711(W) AD(       ) 1
 DI4587  ELLIP H (03/21/07)  351.263  (m)                       GP(       ) 3 2
 DI4587  NAVD 88             378.36   (m)         1241.3    (f) LEVELING    3  
 DI4587
 DI4587.Superseded values are not recommended for survey control.
 DI4587
 DI4587.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DI4587.See file dsdata.pdf to determine how the superseded data were derived.
 DI4587
 DI4587_MARKER: DD = SURVEY DISK
 DI4587_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DI4587_STAMPING: 1109 E 2005
 DI4587_MARK LOGO: MNDT
 DI4587_PROJECTION: FLUSH
 DI4587_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DI4587_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DI4587_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DI4587+SATELLITE: SATELLITE OBSERVATIONS - May 08, 2023
 DI4587_ROD/PIPE-DEPTH: 6.7 meters
 DI4587
 DI4587  HISTORY     - Date     Condition        Report By
 DI4587  HISTORY     - 20050921 MONUMENTED       MNDT
 DI4587  HISTORY     - 20060612 GOOD             MNDT
 DI4587  HISTORY     - 20101201 GOOD             MNDT
 DI4587  HISTORY     - 20170517 GOOD             MNDT
 DI4587  HISTORY     - 20210630 GOOD             MNDT
 DI4587  HISTORY     - 20230508 GOOD             MNDT
 DI4587
 DI4587                          STATION DESCRIPTION
 DI4587
 DI4587'DESCRIBED BY MN DEPT OF TRANSP 2005
 DI4587'1.2 MILES NORTH OF MOTLEY, 1 MILE NORTH ALONG TRUNK HIGHWAY 64 FROM
 DI4587'THE JUNCTION OF TRUNK HIGHWAY 64 AND TRUNK HIGHWAY 210 IN MOTLEY, AT
 DI4587'TRUNK HIGHWAY 64 MILEPOINT 1.0, 70.2 FEET WEST OF TRUNK HIGHWAY 64,
 DI4587'19.4 FEET NORTH OF POWER POLE, 21.4 FEET EAST OF NORTH/SOUTH FENCE
 DI4587'LINE, 1.1 FEET EAST OF WITNESS POST.
 DI4587
 DI4587                          STATION RECOVERY (2006)
 DI4587
 DI4587'RECOVERY NOTE BY MN DEPT OF TRANSP 2006 (WS)
 DI4587'RECOVERED AS DESCRIBED.
 DI4587
 DI4587                          STATION RECOVERY (2010)
 DI4587
 DI4587'RECOVERY NOTE BY MN DEPT OF TRANSP 2010 (MPP)
 DI4587'THE MARK IS 1.2 MILES NORTH OF MOTLEY, 1.05 MILES NORTH ALONG TRUNK
 DI4587'HIGHWAY 64 FROM THE JUNCTION OF TRUNK HIGHWAY 64 AND TRUNK HIGHWAY 210
 DI4587'IN MOTLEY AT TRUNK HIGHWAY 64 MILEPOINT 1.0, 70.2 FEET WEST OF TRUNK
 DI4587'HIGHWAY 64, 19.4 FEET NORTH OF POWER POLE, 21.4 FEET EAST OF
 DI4587'NORTH/SOUTH FENCE LINE, 1.1 FEET EAST OF WITNESS POST.
 DI4587
 DI4587                          STATION RECOVERY (2017)
 DI4587
 DI4587'RECOVERY NOTE BY MN DEPT OF TRANSP 2017 (KMS)
 DI4587'RECOVERED AS DESCRIBED.
 DI4587
 DI4587                          STATION RECOVERY (2021)
 DI4587
 DI4587'RECOVERY NOTE BY MN DEPT OF TRANSP 2021 (KMS)
 DI4587'RECOVERED IN GOOD CONDITION.
 DI4587
 DI4587                          STATION RECOVERY (2023)
 DI4587
 DI4587'RECOVERY NOTE BY MN DEPT OF TRANSP 2023 (AJH)
 DI4587'1.2 MI (1.9 KM) NORTH OF MOTLEY, 1.05 MI (1.69 KM) NORTH ALONG TRUNK
 DI4587'HIGHWAY 64 FROM THE JUNCTION OF TRUNK HIGHWAY 64 AND TRUNK HIGHWAY 210
 DI4587'IN MOTLEY, AT TRUNK HIGHWAY 64 MILE POINT 1.05, 70.2 FT (21.4 M) WEST
 DI4587'OF TRUNK HIGHWAY 64, 19.4 FT (5.9 M) NORTH OF A POWER POLE, 21.4 FT
 DI4587'(6.5 M) EAST OF A NORTH/SOUTH FENCE LINE, 1.1 FT (0.3 M) EAST OF A
 DI4587'WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DI4584 ***********************************************************************
 DI4584  DESIGNATION -  1109 H
 DI4584  PID         -  DI4584
 DI4584  STATE/COUNTY-  MN/CASS
 DI4584  COUNTRY     -  US
 DI4584  USGS QUAD   -  MOTLEY NW (2019)
 DI4584
 DI4584                         *CURRENT SURVEY CONTROL
 DI4584  ______________________________________________________________________
 DI4584* NAD 83(2011) POSITION- 46 23 53.39431(N) 094 38 47.93755(W)   ADJUSTED
 DI4584* NAD 83(2011) ELLIP HT-   369.395 (meters)        (06/27/12)   ADJUSTED
 DI4584* NAD 83(2011) EPOCH   -  2010.00
 DI4584* NAVD 88 ORTHO HEIGHT -   396.556 (meters)     1301.03  (feet) ADJUSTED
 DI4584  ______________________________________________________________________
 DI4584  GEOID HEIGHT    -        -27.168 (meters)                     GEOID18
 DI4584  NAD 83(2011) X  -   -356,983.254 (meters)                     COMP
 DI4584  NAD 83(2011) Y  - -4,392,148.167 (meters)                     COMP
 DI4584  NAD 83(2011) Z  -  4,596,148.444 (meters)                     COMP
 DI4584  LAPLACE CORR    -         -1.10  (seconds)                    DEFLEC18
 DI4584  DYNAMIC HEIGHT  -        396.567 (meters)     1301.07  (feet) COMP
 DI4584  MODELED GRAVITY -    980,630.5   (mgal)                       NAVD 88
 DI4584
 DI4584  VERT ORDER      -  SECOND    CLASS I
 DI4584
 DI4584  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DI4584  Standards:
 DI4584         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DI4584            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DI4584  -------------------------------------------------------------------
 DI4584  NETWORK    0.26   0.43           0.12   0.09   0.22      0.02724206
 DI4584  -------------------------------------------------------------------
 DI4584  Click here for local accuracies and other accuracy information.
 DI4584
 DI4584.The horizontal coordinates were established by GPS observations
 DI4584.and adjusted by the National Geodetic Survey in June 2012.
 DI4584
 DI4584.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DI4584.been affixed to the stable North American tectonic plate. See 
 DI4584.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DI4584
 DI4584.The horizontal coordinates are valid at the epoch date displayed above
 DI4584.which is a decimal equivalence of Year/Month/Day.
 DI4584
 DI4584.The orthometric height was determined by differential leveling and
 DI4584.adjusted by the NATIONAL GEODETIC SURVEY
 DI4584.in January 2008.
 DI4584
 DI4584.No vertical observational check was made to the station.
 DI4584
 DI4584.Significant digits in the geoid height do not necessarily reflect accuracy.
 DI4584.GEOID18 height accuracy estimate available here.
 DI4584
 DI4584.Click photographs - Photos may exist for this station.
 DI4584
 DI4584.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DI4584
 DI4584.The Laplace correction was computed from DEFLEC18 derived deflections.
 DI4584
 DI4584.The ellipsoidal height was determined by GPS observations
 DI4584.and is referenced to NAD 83.
 DI4584
 DI4584.The dynamic height is computed by dividing the NAVD 88
 DI4584.geopotential number by the normal gravity value computed on the
 DI4584.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DI4584.degrees latitude (g = 980.6199 gals.).
 DI4584
 DI4584.The modeled gravity was interpolated from observed gravity values.
 DI4584
 DI4584. The following values were computed from the NAD 83(2011) position.
 DI4584
 DI4584;                    North         East     Units Scale Factor Converg.
 DI4584;SPC MN C     -   255,477.230   769,497.860   MT  0.99992263   -0 17 13.0
 DI4584;SPC MN C     -   838,178.21  2,524,594.23   sFT  0.99992263   -0 17 13.0
 DI4584;UTM  15      - 5,139,605.316   373,414.622   MT  0.99979697   -1 11 33.3
 DI4584
 DI4584!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DI4584!SPC MN C     -   0.99994210  x   0.99992263  =   0.99986473
 DI4584!UTM  15      -   0.99994210  x   0.99979697  =   0.99973908
 DI4584
 DI4584_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUM7341439605(NAD 83)
 DI4584
 DI4584                          SUPERSEDED SURVEY CONTROL
 DI4584
 DI4584  NAD 83(2007)-  46 23 53.39437(N)    094 38 47.93874(W) AD(2002.00) 1
 DI4584  ELLIP H (07/18/11)  369.430  (m)                       GP(2002.00) 4 1
 DI4584  NAD 83(2007)-  46 23 53.39404(N)    094 38 47.93852(W) AD(2002.00) 1
 DI4584  ELLIP H (06/22/11)  369.438  (m)                       GP(2002.00) 3 2
 DI4584  NAD 83(1996)-  46 23 53.39378(N)    094 38 47.93823(W) AD(       ) 1
 DI4584  ELLIP H (03/21/07)  369.461  (m)                       GP(       ) 3 2
 DI4584  NAVD 88             396.56   (m)         1301.0    (f) LEVELING    3  
 DI4584
 DI4584.Superseded values are not recommended for survey control.
 DI4584
 DI4584.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DI4584.See file dsdata.pdf to determine how the superseded data were derived.
 DI4584
 DI4584_MARKER: DD = SURVEY DISK
 DI4584_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DI4584_STAMPING: 1109 H 2005
 DI4584_MARK LOGO: MNDT
 DI4584_PROJECTION: FLUSH
 DI4584_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DI4584_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DI4584_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DI4584+SATELLITE: SATELLITE OBSERVATIONS - May 08, 2023
 DI4584_ROD/PIPE-DEPTH: 13.1 meters
 DI4584
 DI4584  HISTORY     - Date     Condition        Report By
 DI4584  HISTORY     - 20050920 MONUMENTED       MNDT
 DI4584  HISTORY     - 20060612 GOOD             MNDT
 DI4584  HISTORY     - 20101201 GOOD             MNDT
 DI4584  HISTORY     - 20120429 GOOD             WOOLPT
 DI4584  HISTORY     - 20210630 GOOD             MNDT
 DI4584  HISTORY     - 20230508 GOOD             MNDT
 DI4584
 DI4584                          STATION DESCRIPTION
 DI4584
 DI4584'DESCRIBED BY MN DEPT OF TRANSP 2005
 DI4584'4 MILES NORTH OF MOTLEY, 3.9 MILES NORTH ALONG TRUNK HIGHWAY 64 FROM
 DI4584'THE JUNCTION OF TRUNK HIGHWAY 64 AND TRUNK HIGHWAY 210 IN MOTLEY, AT
 DI4584'TRUNK HIGHWAY 64 MILEPOINT 3.9, 74.7 FEET EAST OF TRUNK HIGHWAY 64,
 DI4584'70.0 FEET SOUTH OF COUNTY ROAD 34, 1.3 FEET WEST OF WITNESS POST.
 DI4584
 DI4584                          STATION RECOVERY (2006)
 DI4584
 DI4584'RECOVERY NOTE BY MN DEPT OF TRANSP 2006 (WS)
 DI4584'RECOVERED AS DESCRIBED.
 DI4584
 DI4584                          STATION RECOVERY (2010)
 DI4584
 DI4584'RECOVERY NOTE BY MN DEPT OF TRANSP 2010 (MPP)
 DI4584'THE MARK IS 4.0 MILES NORTH OF MOTLEY, 3.9 MILES NORTH ALONG TRUNK
 DI4584'HIGHWAY 64 FROM THE JUNCTION OF TRUNK HIGHWAY 64 AND TRUNK HIGHWAY 210
 DI4584'IN MOTLEY, AT TRUNK HIGHWAY 64 MILEPOINT 3.9, 74.7 FEET EAST OF TRUNK
 DI4584'HIGHWAY 64, 70.0 FEET SOUTH OF COUNTY ROAD 34, 1.3 FEET WEST OF
 DI4584'WITNESS POST.
 DI4584
 DI4584                          STATION RECOVERY (2012)
 DI4584
 DI4584'RECOVERY NOTE BY WOOLPERT CONSULTANTS 2012
 DI4584'RECOVERED IN GOOD CONDITION.
 DI4584
 DI4584                          STATION RECOVERY (2021)
 DI4584
 DI4584'RECOVERY NOTE BY MN DEPT OF TRANSP 2021 (KMS)
 DI4584'RECOVERED IN GOOD CONDITION.
 DI4584
 DI4584                          STATION RECOVERY (2023)
 DI4584
 DI4584'RECOVERY NOTE BY MN DEPT OF TRANSP 2023 (AJH)
 DI4584'4.0 MI (6.4 KM) NORTH OF MOTLEY, 3.9 MI (6.3 KM) NORTH ALONG TRUNK
 DI4584'HIGHWAY 64 FROM THE JUNCTION OF TRUNK HIGHWAY 64 AND TRUNK HIGHWAY 210
 DI4584'IN MOTLEY, AT TRUNK HIGHWAY 64 MILE POINT 3.9, 74.7 FT (22.8 M) EAST
 DI4584'OF TRUNK HIGHWAY 64, 70.0 FT (21.3 M) SOUTH OF COUNTY ROAD 34, 1.3 FT
 DI4584'(0.4 M) WEST OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DI4585 ***********************************************************************
 DI4585  DESIGNATION -  1109 H 1
 DI4585  PID         -  DI4585
 DI4585  STATE/COUNTY-  MN/CASS
 DI4585  COUNTRY     -  US
 DI4585  USGS QUAD   -  MOTLEY NW (2019)
 DI4585
 DI4585                         *CURRENT SURVEY CONTROL
 DI4585  ______________________________________________________________________
 DI4585* NAD 83(2011) POSITION- 46 23 55.06845(N) 094 37 35.70698(W)   ADJUSTED
 DI4585* NAD 83(2011) ELLIP HT-   353.142 (meters)        (06/27/12)   ADJUSTED
 DI4585* NAD 83(2011) EPOCH   -  2010.00
 DI4585* NAVD 88 ORTHO HEIGHT -   380.314 (meters)     1247.75  (feet) ADJUSTED
 DI4585  ______________________________________________________________________
 DI4585  GEOID HEIGHT    -        -27.175 (meters)                     GEOID18
 DI4585  NAD 83(2011) X  -   -355,441.250 (meters)                     COMP
 DI4585  NAD 83(2011) Y  - -4,392,224.421 (meters)                     COMP
 DI4585  NAD 83(2011) Z  -  4,596,172.326 (meters)                     COMP
 DI4585  LAPLACE CORR    -         -0.71  (seconds)                    DEFLEC18
 DI4585  DYNAMIC HEIGHT  -        380.324 (meters)     1247.78  (feet) COMP
 DI4585  MODELED GRAVITY -    980,630.7   (mgal)                       NAVD 88
 DI4585
 DI4585  VERT ORDER      -  SECOND    CLASS I
 DI4585
 DI4585  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DI4585  Standards:
 DI4585         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DI4585            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DI4585  -------------------------------------------------------------------
 DI4585  NETWORK    0.30   0.45           0.14   0.10   0.23      0.09583352
 DI4585  -------------------------------------------------------------------
 DI4585  Click here for local accuracies and other accuracy information.
 DI4585
 DI4585.The horizontal coordinates were established by GPS observations
 DI4585.and adjusted by the National Geodetic Survey in June 2012.
 DI4585
 DI4585.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DI4585.been affixed to the stable North American tectonic plate. See 
 DI4585.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DI4585
 DI4585.The horizontal coordinates are valid at the epoch date displayed above
 DI4585.which is a decimal equivalence of Year/Month/Day.
 DI4585
 DI4585.The orthometric height was determined by differential leveling and
 DI4585.adjusted by the NATIONAL GEODETIC SURVEY
 DI4585.in January 2008.
 DI4585
 DI4585.No vertical observational check was made to the station.
 DI4585
 DI4585.Significant digits in the geoid height do not necessarily reflect accuracy.
 DI4585.GEOID18 height accuracy estimate available here.
 DI4585
 DI4585.Click photographs - Photos may exist for this station.
 DI4585
 DI4585.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DI4585
 DI4585.The Laplace correction was computed from DEFLEC18 derived deflections.
 DI4585
 DI4585.The ellipsoidal height was determined by GPS observations
 DI4585.and is referenced to NAD 83.
 DI4585
 DI4585.The dynamic height is computed by dividing the NAVD 88
 DI4585.geopotential number by the normal gravity value computed on the
 DI4585.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DI4585.degrees latitude (g = 980.6199 gals.).
 DI4585
 DI4585.The modeled gravity was interpolated from observed gravity values.
 DI4585
 DI4585. The following values were computed from the NAD 83(2011) position.
 DI4585
 DI4585;                    North         East     Units Scale Factor Converg.
 DI4585;SPC MN C     -   255,521.387   771,041.010   MT  0.99992264   -0 16 20.7
 DI4585;SPC MN C     -   838,323.08  2,529,657.05   sFT  0.99992264   -0 16 20.7
 DI4585;UTM  15      - 5,139,625.074   374,958.079   MT  0.99979220   -1 10 41.0
 DI4585
 DI4585!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DI4585!SPC MN C     -   0.99994464  x   0.99992264  =   0.99986729
 DI4585!UTM  15      -   0.99994464  x   0.99979220  =   0.99973686
 DI4585
 DI4585_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUM7495839625(NAD 83)
 DI4585
 DI4585                          SUPERSEDED SURVEY CONTROL
 DI4585
 DI4585  NAD 83(2007)-  46 23 55.06839(N)    094 37 35.70800(W) AD(2002.00) 1
 DI4585  ELLIP H (06/22/11)  353.181  (m)                       GP(2002.00) 3 2
 DI4585  NAD 83(1996)-  46 23 55.06812(N)    094 37 35.70766(W) AD(       ) 1
 DI4585  ELLIP H (03/21/07)  353.202  (m)                       GP(       ) 3 2
 DI4585  NAVD 88             380.32   (m)         1247.8    (f) LEVELING    3  
 DI4585
 DI4585.Superseded values are not recommended for survey control.
 DI4585
 DI4585.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DI4585.See file dsdata.pdf to determine how the superseded data were derived.
 DI4585
 DI4585_MARKER: DD = SURVEY DISK
 DI4585_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DI4585_STAMPING: 1109 H 1 2005
 DI4585_MARK LOGO: MNDT
 DI4585_PROJECTION: FLUSH
 DI4585_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DI4585_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DI4585_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DI4585+SATELLITE: SATELLITE OBSERVATIONS - May 09, 2023
 DI4585_ROD/PIPE-DEPTH: 3.0 meters
 DI4585
 DI4585  HISTORY     - Date     Condition        Report By
 DI4585  HISTORY     - 20050920 MONUMENTED       MNDT
 DI4585  HISTORY     - 20060612 GOOD             MNDT
 DI4585  HISTORY     - 20101201 GOOD             MNDT
 DI4585  HISTORY     - 20230509 GOOD             MNDT
 DI4585
 DI4585                          STATION DESCRIPTION
 DI4585
 DI4585'DESCRIBED BY MN DEPT OF TRANSP 2005
 DI4585'4.1 MILES NORTH OF MOTLEY, 4.0 MILES NORTH ALONG TRUNK HIGHWAY 64 FROM
 DI4585'THE JUNCTION OF TRUNK HIGHWAY 64 AND TRUNK HIGHWAY 210 IN MOTLEY, TO
 DI4585'TRUNK HIGHWAY 64 MILEPOINT 3.9, THEN 1.0 MILE EAST ON COUNTY ROAD 34,
 DI4585'55.9 FEET NORTH OF COUNTY ROAD 34, 28.8 FEET SOUTH EAST OF POWER POLE,
 DI4585'16.6 FEET WEST OF ENTRANCE, 1.2 FEET SOUTH OF WITNESS POST.
 DI4585
 DI4585                          STATION RECOVERY (2006)
 DI4585
 DI4585'RECOVERY NOTE BY MN DEPT OF TRANSP 2006 (WS)
 DI4585'RECOVERED AS DESCRIBED.
 DI4585
 DI4585                          STATION RECOVERY (2010)
 DI4585
 DI4585'RECOVERY NOTE BY MN DEPT OF TRANSP 2010 (MPP)
 DI4585'4.1 MI (6.6 KM) NORTH OF MOTLEY, 4.0 MI (6.4 KM) NORTH ALONG TRUNK
 DI4585'HIGHWAY 64  FROM THE JUNCTION OF TRUNK HIGHWAY 64 AND TRUNK HIGHWAY
 DI4585'210 IN MOTLEY, TO TRUNK HIGHWAY 64 MILE POINT 3.9, THEN 1.0 MI (1.6
 DI4585'KM) EAST ON COUNTY ROAD 34, 55.9 FT (17.0 M) NORTH OF COUNTY ROAD 34,
 DI4585'28.8 FT (8.8 M) SOUTHEAST OF POWER POLE, 16.6 FT (5.1 M) WEST OF
 DI4585'ENTRANCE, 1.2 FT (0.4 M) SOUTH OF A WITNESS POST.
 DI4585
 DI4585                          STATION RECOVERY (2023)
 DI4585
 DI4585'RECOVERY NOTE BY MN DEPT OF TRANSP 2023 (TJD)
 DI4585'4.1 MI (6.6 KM) NORTH OF MOTLEY, 4.0 MI (6.4 KM) NORTH ALONG TRUNK
 DI4585'HIGHWAY 64 FROM THE JUNCTION OF TRUNK HIGHWAY 64 AND TRUNK HIGHWAY 210
 DI4585'IN MOTLEY TO TRUNK HIGHWAY 64 MILE POINT 3.9, THEN 1.0 MI (1.6 KM)
 DI4585'EAST ON COUNTY ROAD 34, 55.9 FT (17.0 M) NORTH OF COUNTY ROAD 34, 28.8
 DI4585'FT (8.8 M) SOUTHEAST OF A POWER POLE, 16.6 FT (5.1 M) WEST OF AN
 DI4585'ENTRANCE, 1.2 FT (0.4 M) SOUTH OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DM9881 ***********************************************************************
 DM9881  DESIGNATION -  1109 J
 DM9881  PID         -  DM9881
 DM9881  STATE/COUNTY-  MN/CASS
 DM9881  COUNTRY     -  US
 DM9881  USGS QUAD   -  SPIDER LAKE (2019)
 DM9881
 DM9881                         *CURRENT SURVEY CONTROL
 DM9881  ______________________________________________________________________
 DM9881* NAD 83(2011) POSITION- 46 41 10.44738(N) 094 42 07.27050(W)   ADJUSTED
 DM9881* NAD 83(2011) ELLIP HT-   397.892 (meters)        (06/27/12)   ADJUSTED
 DM9881* NAD 83(2011) EPOCH   -  2010.00
 DM9881* NAVD 88 ORTHO HEIGHT -   425.472 (meters)     1395.90  (feet) ADJUSTED
 DM9881  ______________________________________________________________________
 DM9881  GEOID HEIGHT    -        -27.583 (meters)                     GEOID18
 DM9881  NAD 83(2011) X  -   -359,323.689 (meters)                     COMP
 DM9881  NAD 83(2011) Y  - -4,368,653.033 (meters)                     COMP
 DM9881  NAD 83(2011) Z  -  4,618,196.114 (meters)                     COMP
 DM9881  LAPLACE CORR    -         -2.14  (seconds)                    DEFLEC18
 DM9881  DYNAMIC HEIGHT  -        425.487 (meters)     1395.95  (feet) COMP
 DM9881  MODELED GRAVITY -    980,636.1   (mgal)                       NAVD 88
 DM9881
 DM9881  VERT ORDER      -  SECOND    CLASS I
 DM9881
 DM9881  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DM9881  Standards:
 DM9881         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DM9881            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DM9881  -------------------------------------------------------------------
 DM9881  NETWORK    0.49   0.57           0.23   0.16   0.29     -0.05735697
 DM9881  -------------------------------------------------------------------
 DM9881  Click here for local accuracies and other accuracy information.
 DM9881
 DM9881.The horizontal coordinates were established by GPS observations
 DM9881.and adjusted by the National Geodetic Survey in June 2012.
 DM9881
 DM9881.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DM9881.been affixed to the stable North American tectonic plate. See 
 DM9881.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DM9881
 DM9881.The horizontal coordinates are valid at the epoch date displayed above
 DM9881.which is a decimal equivalence of Year/Month/Day.
 DM9881
 DM9881.The orthometric height was determined by differential leveling and
 DM9881.adjusted by the NATIONAL GEODETIC SURVEY
 DM9881.in February 2020.
 DM9881
 DM9881.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM9881.GEOID18 height accuracy estimate available here.
 DM9881
 DM9881.Click photographs - Photos may exist for this station.
 DM9881
 DM9881.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DM9881
 DM9881.The Laplace correction was computed from DEFLEC18 derived deflections.
 DM9881
 DM9881.The ellipsoidal height was determined by GPS observations
 DM9881.and is referenced to NAD 83.
 DM9881
 DM9881.The dynamic height is computed by dividing the NAVD 88
 DM9881.geopotential number by the normal gravity value computed on the
 DM9881.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM9881.degrees latitude (g = 980.6199 gals.).
 DM9881
 DM9881.The modeled gravity was interpolated from observed gravity values.
 DM9881
 DM9881. The following values were computed from the NAD 83(2011) position.
 DM9881
 DM9881;                    North         East     Units Scale Factor Converg.
 DM9881;SPC MN C     -   287,519.709   765,422.695   MT  0.99994080   -0 19 37.1
 DM9881;SPC MN C     -   943,304.25  2,511,224.29   sFT  0.99994080   -0 19 37.1
 DM9881;UTM  15      - 5,171,704.309   369,848.526   MT  0.99980821   -1 14 18.9
 DM9881
 DM9881!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DM9881!SPC MN C     -   0.99993763  x   0.99994080  =   0.99987844
 DM9881!UTM  15      -   0.99993763  x   0.99980821  =   0.99974585
 DM9881
 DM9881:                Primary Azimuth Mark                     Grid Az
 DM9881:SPC MN C     -  1109 K                                   180 27 42.1
 DM9881:UTM  15      -  1109 K                                   181 22 23.9
 DM9881
 DM9881_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUM6984871704(NAD 83)
 DM9881
 DM9881|---------------------------------------------------------------------|
 DM9881| PID    Reference Object                     Distance      Geod. Az  |
 DM9881|                                                           dddmmss.s |
 DM9881| DM9882 1109 K                              APPROX. 1.4 KM 1800805.0 |
 DM9881|---------------------------------------------------------------------|
 DM9881
 DM9881                          SUPERSEDED SURVEY CONTROL
 DM9881
 DM9881  NAD 83(2007)-  46 41 10.44734(N)    094 42 07.27144(W) AD(2002.00) 1
 DM9881  ELLIP H (07/18/11)  397.928  (m)                       GP(2002.00) 4 1
 DM9881  NAVD 88 (05/02/18)  425.482  (m)         1395.94   (f) SUPERSEDED  2 1
 DM9881  NAVD 88 (02/06/13)  425.482  (m)         1395.94   (f) SUPERSEDED  2 1
 DM9881  NAVD 88             425.48   (m)         1395.9    (f) LEVELING    3  
 DM9881
 DM9881.Superseded values are not recommended for survey control.
 DM9881
 DM9881.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DM9881.See file dsdata.pdf to determine how the superseded data were derived.
 DM9881
 DM9881_MARKER: I = METAL ROD
 DM9881_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DM9881_STAMPING: 1109 J 2010
 DM9881_MARK LOGO: MNDT
 DM9881_PROJECTION: RECESSED 8 CENTIMETERS
 DM9881_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DM9881_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DM9881_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DM9881+SATELLITE: SATELLITE OBSERVATIONS - May 03, 2023
 DM9881_ROD/PIPE-DEPTH: 7.3 meters
 DM9881
 DM9881  HISTORY     - Date     Condition        Report By
 DM9881  HISTORY     - 20101215 MONUMENTED       MNDT
 DM9881  HISTORY     - 20210630 GOOD             MNDT
 DM9881  HISTORY     - 20230503 GOOD             MNDT
 DM9881
 DM9881                          STATION DESCRIPTION
 DM9881
 DM9881'DESCRIBED BY MN DEPT OF TRANSP 2010 (CAS)
 DM9881'THE MARK IS 11.0 MILES NORTH OF LEADER, 12.8 MILES NORTH ALONG TRUNK
 DM9881'HIGHWAY 64 FROM THE JUNCTION OF TRUNK HIGHWAY 64 AND COUNTY ROAD 103
 DM9881'IN LEADER, AT TRUNK HIGHWAY 64 MILEPOINT 25.70, 50.0 FEET EAST OF
 DM9881'TRUNK HIGHWAY 64, 15.0 FEET SOUTH OF FIELD ENTRANCE, 2.0 FEET NORTH OF
 DM9881'WITNESS POST.
 DM9881'
 DM9881'THE STATION MARK CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM ROD
 DM9881'ROD DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL MARK REMOVABLE
 DM9881'DISK SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH
 DM9881'PVC PIPE BACKFILLED WITH WASHED SAND.
 DM9881
 DM9881                          STATION RECOVERY (2021)
 DM9881
 DM9881'RECOVERY NOTE BY MN DEPT OF TRANSP 2021 (KMS)
 DM9881'RECOVERED IN GOOD CONDITION.
 DM9881
 DM9881                          STATION RECOVERY (2023)
 DM9881
 DM9881'RECOVERY NOTE BY MN DEPT OF TRANSP 2023 (AJH)
 DM9881'11.0 MI (17.7 KM) NORTH OF LEADER, 12.8 MI (20.6 KM) NORTH ALONG TRUNK
 DM9881'HIGHWAY 64 FROM THE JUNCTION OF TRUNK HIGHWAY 64 AND COUNTY ROAD 103
 DM9881'IN LEADER, AT TRUNK HIGHWAY 64 MILE POINT 25.70, 50.0 FT (15.2 M) EAST
 DM9881'OF TRUNK HIGHWAY 64, 15.0 FT (4.6 M) SOUTH OF A FIELD ENTRANCE, 2.0 FT
 DM9881'(0.6 M) NORTH OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DM9882 ***********************************************************************
 DM9882  DESIGNATION -  1109 K
 DM9882  PID         -  DM9882
 DM9882  STATE/COUNTY-  MN/CASS
 DM9882  COUNTRY     -  US
 DM9882  USGS QUAD   -  SPIDER LAKE (2019)
 DM9882
 DM9882                         *CURRENT SURVEY CONTROL
 DM9882  ______________________________________________________________________
 DM9882* NAD 83(2011) POSITION- 46 40 24.35384(N) 094 42 07.42795(W)   ADJUSTED
 DM9882* NAD 83(2011) ELLIP HT-   399.900 (meters)        (06/27/12)   ADJUSTED
 DM9882* NAD 83(2011) EPOCH   -  2010.00
 DM9882* NAVD 88 ORTHO HEIGHT -   427.453 (meters)     1402.40  (feet) ADJUSTED
 DM9882  ______________________________________________________________________
 DM9882  GEOID HEIGHT    -        -27.566 (meters)                     GEOID18
 DM9882  NAD 83(2011) X  -   -359,412.027 (meters)                     COMP
 DM9882  NAD 83(2011) Y  - -4,369,686.225 (meters)                     COMP
 DM9882  NAD 83(2011) Z  -  4,617,221.007 (meters)                     COMP
 DM9882  LAPLACE CORR    -         -1.77  (seconds)                    DEFLEC18
 DM9882  DYNAMIC HEIGHT  -        427.469 (meters)     1402.45  (feet) COMP
 DM9882  MODELED GRAVITY -    980,636.6   (mgal)                       NAVD 88
 DM9882
 DM9882  VERT ORDER      -  SECOND    CLASS I
 DM9882
 DM9882  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DM9882  Standards:
 DM9882         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DM9882            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DM9882  -------------------------------------------------------------------
 DM9882  NETWORK    0.45   0.55           0.21   0.14   0.28     -0.05894393
 DM9882  -------------------------------------------------------------------
 DM9882  Click here for local accuracies and other accuracy information.
 DM9882
 DM9882.The horizontal coordinates were established by GPS observations
 DM9882.and adjusted by the National Geodetic Survey in June 2012.
 DM9882
 DM9882.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DM9882.been affixed to the stable North American tectonic plate. See 
 DM9882.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DM9882
 DM9882.The horizontal coordinates are valid at the epoch date displayed above
 DM9882.which is a decimal equivalence of Year/Month/Day.
 DM9882
 DM9882.The orthometric height was determined by differential leveling and
 DM9882.adjusted by the NATIONAL GEODETIC SURVEY
 DM9882.in February 2020.
 DM9882
 DM9882.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM9882.GEOID18 height accuracy estimate available here.
 DM9882
 DM9882.Click photographs - Photos may exist for this station.
 DM9882
 DM9882.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DM9882
 DM9882.The Laplace correction was computed from DEFLEC18 derived deflections.
 DM9882
 DM9882.The ellipsoidal height was determined by GPS observations
 DM9882.and is referenced to NAD 83.
 DM9882
 DM9882.The dynamic height is computed by dividing the NAVD 88
 DM9882.geopotential number by the normal gravity value computed on the
 DM9882.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM9882.degrees latitude (g = 980.6199 gals.).
 DM9882
 DM9882.The modeled gravity was interpolated from observed gravity values.
 DM9882
 DM9882. The following values were computed from the NAD 83(2011) position.
 DM9882
 DM9882;                    North         East     Units Scale Factor Converg.
 DM9882;SPC MN C     -   286,096.512   765,411.226   MT  0.99993946   -0 19 37.3
 DM9882;SPC MN C     -   938,634.97  2,511,186.66   sFT  0.99993946   -0 19 37.3
 DM9882;UTM  15      - 5,170,281.661   369,814.424   MT  0.99980832   -1 14 18.0
 DM9882
 DM9882!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DM9882!SPC MN C     -   0.99993732  x   0.99993946  =   0.99987678
 DM9882!UTM  15      -   0.99993732  x   0.99980832  =   0.99974565
 DM9882
 DM9882:                Primary Azimuth Mark                     Grid Az
 DM9882:SPC MN C     -  1109 J                                   000 27 42.2
 DM9882:UTM  15      -  1109 J                                   001 22 22.9
 DM9882
 DM9882_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUM6981470281(NAD 83)
 DM9882
 DM9882|---------------------------------------------------------------------|
 DM9882| PID    Reference Object                     Distance      Geod. Az  |
 DM9882|                                                           dddmmss.s |
 DM9882| DM9881 1109 J                              APPROX. 1.4 KM 0000804.9 |
 DM9882|---------------------------------------------------------------------|
 DM9882
 DM9882                          SUPERSEDED SURVEY CONTROL
 DM9882
 DM9882  NAD 83(2007)-  46 40 24.35381(N)    094 42 07.42889(W) AD(2002.00) 1
 DM9882  ELLIP H (07/18/11)  399.936  (m)                       GP(2002.00) 4 1
 DM9882  NAVD 88 (05/02/18)  427.463  (m)         1402.43   (f) SUPERSEDED  2 1
 DM9882  NAVD 88 (02/06/13)  427.463  (m)         1402.43   (f) SUPERSEDED  2 1
 DM9882  NAVD 88             427.46   (m)         1402.4    (f) LEVELING    3  
 DM9882
 DM9882.Superseded values are not recommended for survey control.
 DM9882
 DM9882.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DM9882.See file dsdata.pdf to determine how the superseded data were derived.
 DM9882
 DM9882_MARKER: I = METAL ROD
 DM9882_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DM9882_STAMPING: 1109 K 2010
 DM9882_MARK LOGO: MNDT
 DM9882_PROJECTION: RECESSED 8 CENTIMETERS
 DM9882_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DM9882_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DM9882_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DM9882+SATELLITE: SATELLITE OBSERVATIONS - May 03, 2023
 DM9882_ROD/PIPE-DEPTH: 4.6 meters
 DM9882
 DM9882  HISTORY     - Date     Condition        Report By
 DM9882  HISTORY     - 20101215 MONUMENTED       MNDT
 DM9882  HISTORY     - 20210630 GOOD             MNDT
 DM9882  HISTORY     - 20230503 GOOD             MNDT
 DM9882
 DM9882                          STATION DESCRIPTION
 DM9882
 DM9882'DESCRIBED BY MN DEPT OF TRANSP 2010 (CAS)
 DM9882'THE MARK IS 10.0 MILES NORTH OF LEADER, 11.9 MILES NORTH ALONG TRUNK
 DM9882'HIGHWAY 64 FROM THE JUNCTION OF TRUNK HIGHWAY 64 AND COUNTY ROAD 103
 DM9882'IN LEADER AT TRUNK HIGHWAY 64 MILEPOINT 24.80, 56.1 FEET EAST OF TRUNK
 DM9882'HIGHWAY 64, 54.0 FEET NORTH OF 36TH STREET SOUTHWEST, 2.0 FEET WEST OF
 DM9882'WITNESS POST.
 DM9882'
 DM9882'THE STATION MARK CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM ROD
 DM9882'DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL MARK REMOVABLE
 DM9882'DISK SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH
 DM9882'PVC PIPE BACKFILLED WITH WASHED SAND.
 DM9882
 DM9882                          STATION RECOVERY (2021)
 DM9882
 DM9882'RECOVERY NOTE BY MN DEPT OF TRANSP 2021 (KMS)
 DM9882'RECOVERED IN GOOD CONDITION.
 DM9882
 DM9882                          STATION RECOVERY (2023)
 DM9882
 DM9882'RECOVERY NOTE BY MN DEPT OF TRANSP 2023 (AJH)
 DM9882'10.0 MI (16.1 KM) NORTH OF LEADER, 11.9 MI (19.1 KM) NORTH ALONG TRUNK
 DM9882'HIGHWAY 64 FROM THE JUNCTION OF TRUNK HIGHWAY 64 AND COUNTY ROAD 103
 DM9882'IN LEADER AT TRUNK HIGHWAY 64 MILE POINT 24.80, 56.1 FT (17.1 M) EAST
 DM9882'OF TRUNK HIGHWAY 64, 54.0 FT (16.5 M) NORTH OF 36TH STREET SOUTHWEST,
 DM9882'2.0 FT (0.6 M) WEST OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DM9883 ***********************************************************************
 DM9883  DESIGNATION -  1109 L
 DM9883  PID         -  DM9883
 DM9883  STATE/COUNTY-  MN/CASS
 DM9883  COUNTRY     -  US
 DM9883  USGS QUAD   -  SPIDER LAKE (2019)
 DM9883
 DM9883                         *CURRENT SURVEY CONTROL
 DM9883  ______________________________________________________________________
 DM9883* NAD 83(2011) POSITION- 46 38 22.25159(N) 094 42 09.22739(W)   ADJUSTED
 DM9883* NAD 83(2011) ELLIP HT-   389.290 (meters)        (06/27/12)   ADJUSTED
 DM9883* NAD 83(2011) EPOCH   -  2010.00
 DM9883* NAVD 88 ORTHO HEIGHT -   416.799 (meters)     1367.45  (feet) ADJUSTED
 DM9883  ______________________________________________________________________
 DM9883  GEOID HEIGHT    -        -27.510 (meters)                     GEOID18
 DM9883  NAD 83(2011) X  -   -359,674.364 (meters)                     COMP
 DM9883  NAD 83(2011) Y  - -4,372,408.790 (meters)                     COMP
 DM9883  NAD 83(2011) Z  -  4,614,625.246 (meters)                     COMP
 DM9883  LAPLACE CORR    -         -0.93  (seconds)                    DEFLEC18
 DM9883  DYNAMIC HEIGHT  -        416.815 (meters)     1367.50  (feet) COMP
 DM9883  MODELED GRAVITY -    980,639.8   (mgal)                       NAVD 88
 DM9883
 DM9883  VERT ORDER      -  SECOND    CLASS I
 DM9883
 DM9883  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DM9883  Standards:
 DM9883         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DM9883            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DM9883  -------------------------------------------------------------------
 DM9883  NETWORK    0.52   0.69           0.24   0.17   0.35     -0.06772677
 DM9883  -------------------------------------------------------------------
 DM9883  Click here for local accuracies and other accuracy information.
 DM9883
 DM9883.The horizontal coordinates were established by GPS observations
 DM9883.and adjusted by the National Geodetic Survey in June 2012.
 DM9883
 DM9883.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DM9883.been affixed to the stable North American tectonic plate. See 
 DM9883.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DM9883
 DM9883.The horizontal coordinates are valid at the epoch date displayed above
 DM9883.which is a decimal equivalence of Year/Month/Day.
 DM9883
 DM9883.The orthometric height was determined by differential leveling and
 DM9883.adjusted by the NATIONAL GEODETIC SURVEY
 DM9883.in February 2020.
 DM9883
 DM9883.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM9883.GEOID18 height accuracy estimate available here.
 DM9883
 DM9883.Click photographs - Photos may exist for this station.
 DM9883
 DM9883.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DM9883
 DM9883.The Laplace correction was computed from DEFLEC18 derived deflections.
 DM9883
 DM9883.The ellipsoidal height was determined by GPS observations
 DM9883.and is referenced to NAD 83.
 DM9883
 DM9883.The dynamic height is computed by dividing the NAVD 88
 DM9883.geopotential number by the normal gravity value computed on the
 DM9883.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM9883.degrees latitude (g = 980.6199 gals.).
 DM9883
 DM9883.The modeled gravity was interpolated from observed gravity values.
 DM9883
 DM9883. The following values were computed from the NAD 83(2011) position.
 DM9883
 DM9883;                    North         East     Units Scale Factor Converg.
 DM9883;SPC MN C     -   282,326.640   765,351.440   MT  0.99993613   -0 19 38.6
 DM9883;SPC MN C     -   926,266.65  2,510,990.52   sFT  0.99993613   -0 19 38.6
 DM9883;UTM  15      - 5,166,513.704   369,694.724   MT  0.99980870   -1 14 16.9
 DM9883
 DM9883!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DM9883!SPC MN C     -   0.99993898  x   0.99993613  =   0.99987511
 DM9883!UTM  15      -   0.99993898  x   0.99980870  =   0.99974769
 DM9883
 DM9883:                Primary Azimuth Mark                     Grid Az
 DM9883:SPC MN C     -  1109 M                                   164 09 06.5
 DM9883:UTM  15      -  1109 M                                   165 03 44.8
 DM9883
 DM9883_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUM6969466513(NAD 83)
 DM9883
 DM9883|---------------------------------------------------------------------|
 DM9883| PID    Reference Object                     Distance      Geod. Az  |
 DM9883|                                                           dddmmss.s |
 DM9883| DM9884 1109 M                              APPROX. 1.4 KM 1634927.9 |
 DM9883|---------------------------------------------------------------------|
 DM9883
 DM9883                          SUPERSEDED SURVEY CONTROL
 DM9883
 DM9883  NAD 83(2007)-  46 38 22.25154(N)    094 42 09.22842(W) AD(2002.00) 1
 DM9883  ELLIP H (07/18/11)  389.327  (m)                       GP(2002.00) 4 1
 DM9883  NAVD 88 (05/02/18)  416.808  (m)         1367.48   (f) SUPERSEDED  2 1
 DM9883  NAVD 88 (02/06/13)  416.808  (m)         1367.48   (f) SUPERSEDED  2 1
 DM9883  NAVD 88             416.81   (m)         1367.5    (f) LEVELING    3  
 DM9883
 DM9883.Superseded values are not recommended for survey control.
 DM9883
 DM9883.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DM9883.See file dsdata.pdf to determine how the superseded data were derived.
 DM9883
 DM9883_MARKER: I = METAL ROD
 DM9883_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DM9883_STAMPING: 1109 L 2010
 DM9883_MARK LOGO: MNDT
 DM9883_PROJECTION: RECESSED 5 CENTIMETERS
 DM9883_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DM9883_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DM9883_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DM9883+SATELLITE: SATELLITE OBSERVATIONS - May 03, 2023
 DM9883_ROD/PIPE-DEPTH: 13.7 meters
 DM9883
 DM9883  HISTORY     - Date     Condition        Report By
 DM9883  HISTORY     - 20101214 MONUMENTED       MNDT
 DM9883  HISTORY     - 20210630 GOOD             MNDT
 DM9883  HISTORY     - 20230503 GOOD             MNDT
 DM9883
 DM9883                          STATION DESCRIPTION
 DM9883
 DM9883'DESCRIBED BY MN DEPT OF TRANSP 2010 (CAS)
 DM9883'THE MARK IS 7.5 MILES NORTH-NORTHWEST OF LEADER, 9.5 MILES NORTH ALONG
 DM9883'TRUNK HIGHWAY 64 FROM THE JUNCTION OF TRUNK HIGHWAY 64 AND COUNTY ROAD
 DM9883'103 IN LEADER, AT TRUNK HIGHWAY 64 MILEPOINT 22.40, 48.2 FEET WEST OF
 DM9883'TRUNK HIGHWAY 64, 11.0 FEET SOUTH OF ENTRANCE, 3.7 FEET NORTH OF
 DM9883'WITNESS POST.
 DM9883'
 DM9883'THE STATION MARK CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM ROD
 DM9883'DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL MARK REMOVABLE
 DM9883'DISK SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH
 DM9883'PVC PIPE BACKFILLED WITH WASHED SAND.
 DM9883
 DM9883                          STATION RECOVERY (2021)
 DM9883
 DM9883'RECOVERY NOTE BY MN DEPT OF TRANSP 2021 (KMS)
 DM9883'RECOVERED IN GOOD CONDITION.
 DM9883
 DM9883                          STATION RECOVERY (2023)
 DM9883
 DM9883'RECOVERY NOTE BY MN DEPT OF TRANSP 2023 (AJH)
 DM9883'7.5 MI (12.1 KM) NORTH-NORTHWEST OF LEADER, 9.5 MI (15.3 KM) NORTH
 DM9883'ALONG TRUNK HIGHWAY 64 FROM THE JUNCTION OF TRUNK HIGHWAY 64 AND
 DM9883'COUNTY ROAD 103 IN LEADER, AT TRUNK HIGHWAY 64 MILE POINT 22.40, 48.2
 DM9883'FT (14.7 M) WEST OF TRUNK HIGHWAY 64, 11.0 FT (3.4 M) SOUTH OF AN
 DM9883'ENTRANCE, 3.7 FT (1.1 M) NORTH OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DM9884 ***********************************************************************
 DM9884  DESIGNATION -  1109 M
 DM9884  PID         -  DM9884
 DM9884  STATE/COUNTY-  MN/CASS
 DM9884  COUNTRY     -  US
 DM9884  USGS QUAD   -  SPIDER LAKE (2019)
 DM9884
 DM9884                         *CURRENT SURVEY CONTROL
 DM9884  ______________________________________________________________________
 DM9884* NAD 83(2011) POSITION- 46 37 37.30698(N) 094 41 50.30415(W)   ADJUSTED
 DM9884* NAD 83(2011) ELLIP HT-   385.036 (meters)        (06/27/12)   ADJUSTED
 DM9884* NAD 83(2011) EPOCH   -  2010.00
 DM9884* NAVD 88 ORTHO HEIGHT -   412.514 (meters)     1353.39  (feet) ADJUSTED
 DM9884  ______________________________________________________________________
 DM9884  GEOID HEIGHT    -        -27.486 (meters)                     GEOID18
 DM9884  NAD 83(2011) X  -   -359,355.615 (meters)                     COMP
 DM9884  NAD 83(2011) Y  - -4,373,444.450 (meters)                     COMP
 DM9884  NAD 83(2011) Z  -  4,613,669.117 (meters)                     COMP
 DM9884  LAPLACE CORR    -         -0.47  (seconds)                    DEFLEC18
 DM9884  DYNAMIC HEIGHT  -        412.530 (meters)     1353.44  (feet) COMP
 DM9884  MODELED GRAVITY -    980,641.3   (mgal)                       NAVD 88
 DM9884
 DM9884  VERT ORDER      -  SECOND    CLASS I
 DM9884
 DM9884  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DM9884  Standards:
 DM9884         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DM9884            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DM9884  -------------------------------------------------------------------
 DM9884  NETWORK    0.47   0.59           0.22   0.15   0.30     -0.04699849
 DM9884  -------------------------------------------------------------------
 DM9884  Click here for local accuracies and other accuracy information.
 DM9884
 DM9884.The horizontal coordinates were established by GPS observations
 DM9884.and adjusted by the National Geodetic Survey in June 2012.
 DM9884
 DM9884.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DM9884.been affixed to the stable North American tectonic plate. See 
 DM9884.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DM9884
 DM9884.The horizontal coordinates are valid at the epoch date displayed above
 DM9884.which is a decimal equivalence of Year/Month/Day.
 DM9884
 DM9884.The orthometric height was determined by differential leveling and
 DM9884.adjusted by the NATIONAL GEODETIC SURVEY
 DM9884.in February 2020.
 DM9884
 DM9884.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM9884.GEOID18 height accuracy estimate available here.
 DM9884
 DM9884.Click photographs - Photos may exist for this station.
 DM9884
 DM9884.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DM9884
 DM9884.The Laplace correction was computed from DEFLEC18 derived deflections.
 DM9884
 DM9884.The ellipsoidal height was determined by GPS observations
 DM9884.and is referenced to NAD 83.
 DM9884
 DM9884.The dynamic height is computed by dividing the NAVD 88
 DM9884.geopotential number by the normal gravity value computed on the
 DM9884.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM9884.degrees latitude (g = 980.6199 gals.).
 DM9884
 DM9884.The modeled gravity was interpolated from observed gravity values.
 DM9884
 DM9884. The following values were computed from the NAD 83(2011) position.
 DM9884
 DM9884;                    North         East     Units Scale Factor Converg.
 DM9884;SPC MN C     -   280,936.630   765,746.036   MT  0.99993500   -0 19 24.9
 DM9884;SPC MN C     -   921,706.26  2,512,285.12   sFT  0.99993500   -0 19 24.9
 DM9884;UTM  15      - 5,165,117.777   370,067.135   MT  0.99980751   -1 14 02.2
 DM9884
 DM9884!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DM9884!SPC MN C     -   0.99993965  x   0.99993500  =   0.99987465
 DM9884!UTM  15      -   0.99993965  x   0.99980751  =   0.99974717
 DM9884
 DM9884:                Primary Azimuth Mark                     Grid Az
 DM9884:SPC MN C     -  1109 L                                   344 09 06.6
 DM9884:UTM  15      -  1109 L                                   345 03 43.9
 DM9884
 DM9884_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUM7006765117(NAD 83)
 DM9884
 DM9884|---------------------------------------------------------------------|
 DM9884| PID    Reference Object                     Distance      Geod. Az  |
 DM9884|                                                           dddmmss.s |
 DM9884| DM9883 1109 L                              APPROX. 1.4 KM 3434941.7 |
 DM9884|---------------------------------------------------------------------|
 DM9884
 DM9884                          SUPERSEDED SURVEY CONTROL
 DM9884
 DM9884  NAD 83(2007)-  46 37 37.30693(N)    094 41 50.30518(W) AD(2002.00) 1
 DM9884  ELLIP H (07/18/11)  385.074  (m)                       GP(2002.00) 4 1
 DM9884  NAVD 88 (05/02/18)  412.522  (m)         1353.42   (f) SUPERSEDED  2 1
 DM9884  NAVD 88 (02/06/13)  412.522  (m)         1353.42   (f) SUPERSEDED  2 1
 DM9884  NAVD 88             412.52   (m)         1353.4    (f) LEVELING    3  
 DM9884
 DM9884.Superseded values are not recommended for survey control.
 DM9884
 DM9884.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DM9884.See file dsdata.pdf to determine how the superseded data were derived.
 DM9884
 DM9884_MARKER: I = METAL ROD
 DM9884_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DM9884_STAMPING: 1109 M 2010
 DM9884_MARK LOGO: MNDT
 DM9884_PROJECTION: RECESSED 8 CENTIMETERS
 DM9884_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DM9884_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DM9884_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DM9884+SATELLITE: SATELLITE OBSERVATIONS - May 03, 2023
 DM9884_ROD/PIPE-DEPTH: 12.2 meters
 DM9884
 DM9884  HISTORY     - Date     Condition        Report By
 DM9884  HISTORY     - 20101214 MONUMENTED       MNDT
 DM9884  HISTORY     - 20230503 GOOD             MNDT
 DM9884
 DM9884                          STATION DESCRIPTION
 DM9884
 DM9884'DESCRIBED BY MN DEPT OF TRANSP 2010 (CAS)
 DM9884'THE MARK IS 7.0 MILES NORTH-NORTHWEST OF LEADER, 8.6 MILES NORTH ALONG
 DM9884'TRUNK HIGHWAY 64 FROM THE JUNCTION OF TRUNK HIGHWAY 64 AND COUNTY ROAD
 DM9884'103 IN LEADER AT TRUNK HIGHWAY MILEPOINT 21.50, 74.4 FEET NORTHEAST OF
 DM9884'TRUNK HIGHWAY 64, 14.6 FEET NORTHWEST OF ENTRANCE, 2.0 FEET SOUTH OF
 DM9884'WITNESS POST.
 DM9884'
 DM9884'THE STATION MARK CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM ROD
 DM9884'DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL MARK REMOVABLE
 DM9884'DISK SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH
 DM9884'PVC PIPE BACKFILLED WITH WASHED SAND.
 DM9884
 DM9884                          STATION RECOVERY (2023)
 DM9884
 DM9884'RECOVERY NOTE BY MN DEPT OF TRANSP 2023 (AJH)
 DM9884'7.0 MI (11.3 KM) NORTH-NORTHWEST OF LEADER, 8.6 MI (13.8 KM) NORTH
 DM9884'ALONG TRUNK HIGHWAY 64 FROM THE JUNCTION OF TRUNK HIGHWAY 64 AND
 DM9884'COUNTY ROAD 103 IN LEADER AT TRUNK HIGHWAY MILE POINT 21.50, 74.4 FT
 DM9884'(22.7 M) NORTHEAST OF TRUNK HIGHWAY 64, 14.6 FT (4.5 M) NORTHWEST OF
 DM9884'AN ENTRANCE, 2.0 FT (0.6 M) SOUTH OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DM9885 ***********************************************************************
 DM9885  DESIGNATION -  1109 N
 DM9885  PID         -  DM9885
 DM9885  STATE/COUNTY-  MN/CASS
 DM9885  COUNTRY     -  US
 DM9885  USGS QUAD   -  LEADER (2019)
 DM9885
 DM9885                         *CURRENT SURVEY CONTROL
 DM9885  ______________________________________________________________________
 DM9885* NAD 83(2011) POSITION- 46 35 38.13453(N) 094 41 49.41287(W)   ADJUSTED
 DM9885* NAD 83(2011) ELLIP HT-   386.938 (meters)        (06/27/12)   ADJUSTED
 DM9885* NAD 83(2011) EPOCH   -  2010.00
 DM9885* NAVD 88 ORTHO HEIGHT -   414.353 (meters)     1359.42  (feet) ADJUSTED
 DM9885  ______________________________________________________________________
 DM9885  GEOID HEIGHT    -        -27.412 (meters)                     GEOID18
 DM9885  NAD 83(2011) X  -   -359,555.819 (meters)                     COMP
 DM9885  NAD 83(2011) Y  - -4,376,112.661 (meters)                     COMP
 DM9885  NAD 83(2011) Z  -  4,611,142.430 (meters)                     COMP
 DM9885  LAPLACE CORR    -          0.63  (seconds)                    DEFLEC18
 DM9885  DYNAMIC HEIGHT  -        414.371 (meters)     1359.48  (feet) COMP
 DM9885  MODELED GRAVITY -    980,645.6   (mgal)                       NAVD 88
 DM9885
 DM9885  VERT ORDER      -  SECOND    CLASS I
 DM9885
 DM9885  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DM9885  Standards:
 DM9885         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DM9885            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DM9885  -------------------------------------------------------------------
 DM9885  NETWORK    0.58   0.71           0.27   0.19   0.36     -0.01714483
 DM9885  -------------------------------------------------------------------
 DM9885  Click here for local accuracies and other accuracy information.
 DM9885
 DM9885.The horizontal coordinates were established by GPS observations
 DM9885.and adjusted by the National Geodetic Survey in June 2012.
 DM9885
 DM9885.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DM9885.been affixed to the stable North American tectonic plate. See 
 DM9885.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DM9885
 DM9885.The horizontal coordinates are valid at the epoch date displayed above
 DM9885.which is a decimal equivalence of Year/Month/Day.
 DM9885
 DM9885.The orthometric height was determined by differential leveling and
 DM9885.adjusted by the NATIONAL GEODETIC SURVEY
 DM9885.in February 2020.
 DM9885
 DM9885.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM9885.GEOID18 height accuracy estimate available here.
 DM9885
 DM9885.Click photographs - Photos may exist for this station.
 DM9885
 DM9885.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DM9885
 DM9885.The Laplace correction was computed from DEFLEC18 derived deflections.
 DM9885
 DM9885.The ellipsoidal height was determined by GPS observations
 DM9885.and is referenced to NAD 83.
 DM9885
 DM9885.The dynamic height is computed by dividing the NAVD 88
 DM9885.geopotential number by the normal gravity value computed on the
 DM9885.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM9885.degrees latitude (g = 980.6199 gals.).
 DM9885
 DM9885.The modeled gravity was interpolated from observed gravity values.
 DM9885
 DM9885. The following values were computed from the NAD 83(2011) position.
 DM9885
 DM9885;                    North         East     Units Scale Factor Converg.
 DM9885;SPC MN C     -   277,256.938   765,744.226   MT  0.99993222   -0 19 24.2
 DM9885;SPC MN C     -   909,633.80  2,512,279.18   sFT  0.99993222   -0 19 24.2
 DM9885;UTM  15      - 5,161,439.041   370,006.890   MT  0.99980771   -1 13 59.1
 DM9885
 DM9885!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DM9885!SPC MN C     -   0.99993935  x   0.99993222  =   0.99987157
 DM9885!UTM  15      -   0.99993935  x   0.99980771  =   0.99974707
 DM9885
 DM9885:                Primary Azimuth Mark                     Grid Az
 DM9885:SPC MN C     -  1109 P                                   174 59 45.8
 DM9885:UTM  15      -  1109 P                                   175 54 20.7
 DM9885
 DM9885_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUM7000661439(NAD 83)
 DM9885
 DM9885|---------------------------------------------------------------------|
 DM9885| PID    Reference Object                     Distance      Geod. Az  |
 DM9885|                                                           dddmmss.s |
 DM9885| DM9886 1109 P                              APPROX. 1.6 KM 1744021.6 |
 DM9885|---------------------------------------------------------------------|
 DM9885
 DM9885                          SUPERSEDED SURVEY CONTROL
 DM9885
 DM9885  NAD 83(2007)-  46 35 38.13448(N)    094 41 49.41391(W) AD(2002.00) 1
 DM9885  ELLIP H (07/18/11)  386.975  (m)                       GP(2002.00) 4 1
 DM9885  NAVD 88 (05/02/18)  414.360  (m)         1359.45   (f) SUPERSEDED  2 1
 DM9885  NAVD 88 (02/06/13)  414.360  (m)         1359.45   (f) SUPERSEDED  2 1
 DM9885  NAVD 88             414.36   (m)         1359.4    (f) LEVELING    3  
 DM9885
 DM9885.Superseded values are not recommended for survey control.
 DM9885
 DM9885.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DM9885.See file dsdata.pdf to determine how the superseded data were derived.
 DM9885
 DM9885_MARKER: F = FLANGE-ENCASED ROD
 DM9885_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DM9885_STAMPING: 1109 N 2010
 DM9885_MARK LOGO: MNDT
 DM9885_PROJECTION: RECESSED 3 CENTIMETERS
 DM9885_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DM9885_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DM9885_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DM9885+SATELLITE: SATELLITE OBSERVATIONS - May 03, 2023
 DM9885_ROD/PIPE-DEPTH: 9.4 meters
 DM9885
 DM9885  HISTORY     - Date     Condition        Report By
 DM9885  HISTORY     - 20101214 MONUMENTED       MNDT
 DM9885  HISTORY     - 20230503 GOOD             MNDT
 DM9885
 DM9885                          STATION DESCRIPTION
 DM9885
 DM9885'DESCRIBED BY MN DEPT OF TRANSP 2010 (CAS)
 DM9885'THE MARK IS 4.5 MILES NORTHWEST OF LEADER, 6.3 MILES NORTH ALONG TRUNK
 DM9885'HIGHWAY 64 FROM THE JUNCTION OF TRUNK HIGHWAY 64 AND COUNTY ROAD 103
 DM9885'IN LEADER, AT TRUNK HIGHWAY 64 MILEPOINT 19.20, 52.5 FEET WEST OF
 DM9885'TRUNK HIGHWAY 64, 14.8 FEET SOUTH OF DRIVEWAY NUMBER 5795, 17.4 FEET
 DM9885'EAST OF POWER POLE, 2.2 FEET NORTH OF WITNESS POST.
 DM9885'
 DM9885'THE STATION MARK CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM ROD
 DM9885'DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL MARK REMOVABLE
 DM9885'DISK SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH
 DM9885'PVC PIPE BACKFILLED WITH WASHED SAND.
 DM9885
 DM9885                          STATION RECOVERY (2023)
 DM9885
 DM9885'RECOVERY NOTE BY MN DEPT OF TRANSP 2023 (AJH)
 DM9885'4.5 MI (7.2 KM) NORTHWEST OF LEADER, 6.3 MI (10.1 KM) NORTH ALONG
 DM9885'TRUNK HIGHWAY 64 FROM THE JUNCTION OF TRUNK HIGHWAY 64 AND COUNTY ROAD
 DM9885'103 IN LEADER, AT TRUNK HIGHWAY 64 MILE POINT 19.20, 52.5 FT (16.0 M)
 DM9885'WEST OF TRUNK HIGHWAY 64, 14.8 FT (4.5 M) SOUTH OF DRIVEWAY NUMBER
 DM9885'5795, 17.4 FT (5.3 M) EAST OF A POWER POLE, 2.2 FT (0.7 M) NORTH OF A
 DM9885'WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DM9886 ***********************************************************************
 DM9886  DESIGNATION -  1109 P
 DM9886  PID         -  DM9886
 DM9886  STATE/COUNTY-  MN/CASS
 DM9886  COUNTRY     -  US
 DM9886  USGS QUAD   -  LEADER (2019)
 DM9886
 DM9886                         *CURRENT SURVEY CONTROL
 DM9886  ______________________________________________________________________
 DM9886* NAD 83(2011) POSITION- 46 34 46.67087(N) 094 41 42.45323(W)   ADJUSTED
 DM9886* NAD 83(2011) ELLIP HT-   386.138 (meters)        (06/27/12)   ADJUSTED
 DM9886* NAD 83(2011) EPOCH   -  2010.00
 DM9886* NAVD 88 ORTHO HEIGHT -   413.508 (meters)     1356.65  (feet) ADJUSTED
 DM9886  ______________________________________________________________________
 DM9886  GEOID HEIGHT    -        -27.378 (meters)                     GEOID18
 DM9886  NAD 83(2011) X  -   -359,502.613 (meters)                     COMP
 DM9886  NAD 83(2011) Y  - -4,377,274.803 (meters)                     COMP
 DM9886  NAD 83(2011) Z  -  4,610,049.649 (meters)                     COMP
 DM9886  LAPLACE CORR    -          0.84  (seconds)                    DEFLEC18
 DM9886  DYNAMIC HEIGHT  -        413.527 (meters)     1356.71  (feet) COMP
 DM9886  MODELED GRAVITY -    980,647.2   (mgal)                       NAVD 88
 DM9886
 DM9886  VERT ORDER      -  SECOND    CLASS I
 DM9886
 DM9886  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DM9886  Standards:
 DM9886         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DM9886            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DM9886  -------------------------------------------------------------------
 DM9886  NETWORK    0.49   0.71           0.23   0.16   0.36     -0.01801443
 DM9886  -------------------------------------------------------------------
 DM9886  Click here for local accuracies and other accuracy information.
 DM9886
 DM9886.The horizontal coordinates were established by GPS observations
 DM9886.and adjusted by the National Geodetic Survey in June 2012.
 DM9886
 DM9886.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DM9886.been affixed to the stable North American tectonic plate. See 
 DM9886.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DM9886
 DM9886.The horizontal coordinates are valid at the epoch date displayed above
 DM9886.which is a decimal equivalence of Year/Month/Day.
 DM9886
 DM9886.The orthometric height was determined by differential leveling and
 DM9886.adjusted by the NATIONAL GEODETIC SURVEY
 DM9886.in February 2020.
 DM9886
 DM9886.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM9886.GEOID18 height accuracy estimate available here.
 DM9886
 DM9886.Click photographs - Photos may exist for this station.
 DM9886
 DM9886.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DM9886
 DM9886.The Laplace correction was computed from DEFLEC18 derived deflections.
 DM9886
 DM9886.The ellipsoidal height was determined by GPS observations
 DM9886.and is referenced to NAD 83.
 DM9886
 DM9886.The dynamic height is computed by dividing the NAVD 88
 DM9886.geopotential number by the normal gravity value computed on the
 DM9886.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM9886.degrees latitude (g = 980.6199 gals.).
 DM9886
 DM9886.The modeled gravity was interpolated from observed gravity values.
 DM9886
 DM9886. The following values were computed from the NAD 83(2011) position.
 DM9886
 DM9886;                    North         East     Units Scale Factor Converg.
 DM9886;SPC MN C     -   275,667.114   765,883.428   MT  0.99993113   -0 19 19.2
 DM9886;SPC MN C     -   904,417.86  2,512,735.88   sFT  0.99993113   -0 19 19.2
 DM9886;UTM  15      - 5,159,847.406   370,120.824   MT  0.99980734   -1 13 53.0
 DM9886
 DM9886!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DM9886!SPC MN C     -   0.99993947  x   0.99993113  =   0.99987061
 DM9886!UTM  15      -   0.99993947  x   0.99980734  =   0.99974683
 DM9886
 DM9886:                Primary Azimuth Mark                     Grid Az
 DM9886:SPC MN C     -  1109 N                                   354 59 45.8
 DM9886:UTM  15      -  1109 N                                   355 54 19.6
 DM9886
 DM9886_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUM7012059847(NAD 83)
 DM9886
 DM9886|---------------------------------------------------------------------|
 DM9886| PID    Reference Object                     Distance      Geod. Az  |
 DM9886|                                                           dddmmss.s |
 DM9886| DM9885 1109 N                              APPROX. 1.6 KM 3544026.6 |
 DM9886|---------------------------------------------------------------------|
 DM9886
 DM9886                          SUPERSEDED SURVEY CONTROL
 DM9886
 DM9886  NAD 83(2007)-  46 34 46.67083(N)    094 41 42.45428(W) AD(2002.00) 1
 DM9886  ELLIP H (07/18/11)  386.176  (m)                       GP(2002.00) 4 1
 DM9886  NAVD 88 (05/02/18)  413.515  (m)         1356.67   (f) SUPERSEDED  2 1
 DM9886  NAVD 88 (02/06/13)  413.514  (m)         1356.67   (f) SUPERSEDED  2 1
 DM9886  NAVD 88             413.52   (m)         1356.7    (f) LEVELING    3  
 DM9886
 DM9886.Superseded values are not recommended for survey control.
 DM9886
 DM9886.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DM9886.See file dsdata.pdf to determine how the superseded data were derived.
 DM9886
 DM9886_MARKER: I = METAL ROD
 DM9886_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DM9886_STAMPING: 1109 P 2010
 DM9886_MARK LOGO: MNDT
 DM9886_PROJECTION: RECESSED 5 CENTIMETERS
 DM9886_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DM9886_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DM9886_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DM9886+SATELLITE: SATELLITE OBSERVATIONS - May 03, 2023
 DM9886_ROD/PIPE-DEPTH: 10.7 meters
 DM9886
 DM9886  HISTORY     - Date     Condition        Report By
 DM9886  HISTORY     - 20101214 MONUMENTED       MNDT
 DM9886  HISTORY     - 20210630 GOOD             MNDT
 DM9886  HISTORY     - 20230503 GOOD             MNDT
 DM9886
 DM9886                          STATION DESCRIPTION
 DM9886
 DM9886'DESCRIBED BY MN DEPT OF TRANSP 2010 (CAS)
 DM9886'THE MARK IS 4.5 MILES NORTHWEST OF LEADER, 5.3 MILES NORTH ALONG TRUNK
 DM9886'HIGHWAY 64 FROM THE JUNCTION OF TRUNK HIGHWAY 64 AND COUNTY ROAD 103
 DM9886'IN LEADER, AT TRUNK HIGHWAY 64 MILEPOINT 18.20, THEN 0.1 MILE EAST OF
 DM9886'COUNTY ROAD 24, 54.1 FEET NORTH OF COUNTY ROAD 24 (62ND STREET
 DM9886'SOUTHWEST), 74.0 FEET EAST OF ENTRANCE, 1.4 FEET SOUTH OF WITNESS
 DM9886'POST.
 DM9886'
 DM9886'THE STATION MARK CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM ROD
 DM9886'DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL MARK REMOVABLE
 DM9886'DISK SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH
 DM9886'PVC PIPE BACKFILLED WITH WASHED SAND.
 DM9886
 DM9886                          STATION RECOVERY (2021)
 DM9886
 DM9886'RECOVERY NOTE BY MN DEPT OF TRANSP 2021 (KMS)
 DM9886'RECOVERED IN GOOD CONDITION.
 DM9886
 DM9886                          STATION RECOVERY (2023)
 DM9886
 DM9886'RECOVERY NOTE BY MN DEPT OF TRANSP 2023 (AJH)
 DM9886'4.5 MI (7.2 KM) NORTHWEST OF LEADER, 5.3 MI (8.5 KM) NORTH ALONG TRUNK
 DM9886'HIGHWAY 64 FROM THE JUNCTION OF TRUNK HIGHWAY 64 AND COUNTY ROAD 103
 DM9886'IN LEADER, AT TRUNK HIGHWAY 64 MILE POINT 18.20, THEN 0.1 MI (0.2 KM)
 DM9886'EAST OF COUNTY ROAD 24, 54.1 FT (16.5 M) NORTH OF COUNTY ROAD 24 (62ND
 DM9886'STREET SOUTHWEST), 74.0 FT (22.6 M) EAST OF ENTRANCE, 1.4 FT (0.4 M)
 DM9886'SOUTH OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DM9887 ***********************************************************************
 DM9887  DESIGNATION -  1109 Q
 DM9887  PID         -  DM9887
 DM9887  STATE/COUNTY-  MN/CASS
 DM9887  COUNTRY     -  US
 DM9887  USGS QUAD   -  LEADER (2019)
 DM9887
 DM9887                         *CURRENT SURVEY CONTROL
 DM9887  ______________________________________________________________________
 DM9887* NAD 83(2011) POSITION- 46 32 54.16077(N) 094 41 50.32678(W)   ADJUSTED
 DM9887* NAD 83(2011) ELLIP HT-   378.928 (meters)        (06/27/12)   ADJUSTED
 DM9887* NAD 83(2011) EPOCH   -  2010.00
 DM9887* NAVD 88 ORTHO HEIGHT -   406.245 (meters)     1332.82  (feet) ADJUSTED
 DM9887  ______________________________________________________________________
 DM9887  GEOID HEIGHT    -        -27.314 (meters)                     GEOID18
 DM9887  NAD 83(2011) X  -   -359,875.898 (meters)                     COMP
 DM9887  NAD 83(2011) Y  - -4,379,770.532 (meters)                     COMP
 DM9887  NAD 83(2011) Z  -  4,607,655.651 (meters)                     COMP
 DM9887  LAPLACE CORR    -          0.81  (seconds)                    DEFLEC18
 DM9887  DYNAMIC HEIGHT  -        406.264 (meters)     1332.88  (feet) COMP
 DM9887  MODELED GRAVITY -    980,647.6   (mgal)                       NAVD 88
 DM9887
 DM9887  VERT ORDER      -  SECOND    CLASS I
 DM9887
 DM9887  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DM9887  Standards:
 DM9887         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DM9887            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DM9887  -------------------------------------------------------------------
 DM9887  NETWORK    0.47   0.67           0.22   0.15   0.34     -0.02101967
 DM9887  -------------------------------------------------------------------
 DM9887  Click here for local accuracies and other accuracy information.
 DM9887
 DM9887.The horizontal coordinates were established by GPS observations
 DM9887.and adjusted by the National Geodetic Survey in June 2012.
 DM9887
 DM9887.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DM9887.been affixed to the stable North American tectonic plate. See 
 DM9887.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DM9887
 DM9887.The horizontal coordinates are valid at the epoch date displayed above
 DM9887.which is a decimal equivalence of Year/Month/Day.
 DM9887
 DM9887.The orthometric height was determined by differential leveling and
 DM9887.adjusted by the NATIONAL GEODETIC SURVEY
 DM9887.in February 2020.
 DM9887
 DM9887.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM9887.GEOID18 height accuracy estimate available here.
 DM9887
 DM9887.Click photographs - Photos may exist for this station.
 DM9887
 DM9887.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DM9887
 DM9887.The Laplace correction was computed from DEFLEC18 derived deflections.
 DM9887
 DM9887.The ellipsoidal height was determined by GPS observations
 DM9887.and is referenced to NAD 83.
 DM9887
 DM9887.The dynamic height is computed by dividing the NAVD 88
 DM9887.geopotential number by the normal gravity value computed on the
 DM9887.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM9887.degrees latitude (g = 980.6199 gals.).
 DM9887
 DM9887.The modeled gravity was interpolated from observed gravity values.
 DM9887
 DM9887. The following values were computed from the NAD 83(2011) position.
 DM9887
 DM9887;                    North         East     Units Scale Factor Converg.
 DM9887;SPC MN C     -   272,194.222   765,696.181   MT  0.99992895   -0 19 24.9
 DM9887;SPC MN C     -   893,023.88  2,512,121.55   sFT  0.99992895   -0 19 24.9
 DM9887;UTM  15      - 5,156,378.346   369,878.530   MT  0.99980812   -1 13 56.4
 DM9887
 DM9887!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DM9887!SPC MN C     -   0.99994060  x   0.99992895  =   0.99986956
 DM9887!UTM  15      -   0.99994060  x   0.99980812  =   0.99974873
 DM9887
 DM9887_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUM6987856378(NAD 83)
 DM9887
 DM9887                          SUPERSEDED SURVEY CONTROL
 DM9887
 DM9887  NAD 83(2007)-  46 32 54.16072(N)    094 41 50.32779(W) AD(2002.00) 1
 DM9887  ELLIP H (07/18/11)  378.965  (m)                       GP(2002.00) 4 1
 DM9887  NAVD 88 (05/02/18)  406.251  (m)         1332.84   (f) SUPERSEDED  2 1
 DM9887  NAVD 88 (02/06/13)  406.251  (m)         1332.84   (f) SUPERSEDED  2 1
 DM9887  NAVD 88             406.26   (m)         1332.9    (f) LEVELING    3  
 DM9887
 DM9887.Superseded values are not recommended for survey control.
 DM9887
 DM9887.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DM9887.See file dsdata.pdf to determine how the superseded data were derived.
 DM9887
 DM9887_MARKER: I = METAL ROD
 DM9887_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DM9887_STAMPING: 1109 Q 2010
 DM9887_MARK LOGO: MNDT
 DM9887_PROJECTION: RECESSED 5 CENTIMETERS
 DM9887_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DM9887_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DM9887_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DM9887+SATELLITE: SATELLITE OBSERVATIONS - May 03, 2023
 DM9887_ROD/PIPE-DEPTH: 100. meters
 DM9887
 DM9887  HISTORY     - Date     Condition        Report By
 DM9887  HISTORY     - 20101214 MONUMENTED       MNDT
 DM9887  HISTORY     - 20230503 GOOD             MNDT
 DM9887
 DM9887                          STATION DESCRIPTION
 DM9887
 DM9887'DESCRIBED BY MN DEPT OF TRANSP 2010 (CAS)
 DM9887'THE MARK IS 2.5 MILES NORTHWEST OF LEADER, 3.1 MILES NORTH AND WEST
 DM9887'ALONG TRUNK HIGHWAY 64 FROM JUNCTION OF TRUNK HIGHWAY 64 AND COUNTY
 DM9887'ROAD 103 IN LEADER, AT TRUNK HIGHWAY 64 MILEPOINT 16.0, 72.8 FEET
 DM9887'SOUTH OF FIELD ROAD, 59.1 FEET WEST OF TRUNK HIGHWAY 64, 2.1 FEET
 DM9887'SOUTH OF WITNESS POST.
 DM9887'
 DM9887'THE STATION MARK CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM ROD
 DM9887'DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL MARK REMOVABLE DISK
 DM9887'SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH PVC
 DM9887'PIPE BACKFILLED WITH WASHED SAND.
 DM9887
 DM9887                          STATION RECOVERY (2023)
 DM9887
 DM9887'RECOVERY NOTE BY MN DEPT OF TRANSP 2023 (AJH)
 DM9887'2.5 MI (4.0 KM) NORTHWEST OF LEADER, 3.1 MI (5.0 KM) NORTH AND WEST
 DM9887'ALONG TRUNK HIGHWAY 64 FROM THE JUNCTION OF TRUNK HIGHWAY 64 AND
 DM9887'COUNTY ROAD 103 IN LEADER, AT TRUNK HIGHWAY 64 MILE POINT 16.0, 72.8
 DM9887'FT (22.2 M) SOUTH OF A FIELD ROAD, 59.1 FT (18.0 M) WEST OF TRUNK
 DM9887'HIGHWAY 64, 2.1 FT (0.6 M) SOUTH OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DM9888 ***********************************************************************
 DM9888  DESIGNATION -  1109 R
 DM9888  PID         -  DM9888
 DM9888  STATE/COUNTY-  MN/CASS
 DM9888  COUNTRY     -  US
 DM9888  USGS QUAD   -  LEADER (2019)
 DM9888
 DM9888                         *CURRENT SURVEY CONTROL
 DM9888  ______________________________________________________________________
 DM9888* NAD 83(2011) POSITION- 46 32 35.62616(N) 094 40 42.22106(W)   ADJUSTED
 DM9888* NAD 83(2011) ELLIP HT-   383.988 (meters)        (06/27/12)   ADJUSTED
 DM9888* NAD 83(2011) EPOCH   -  2010.00
 DM9888* NAVD 88 ORTHO HEIGHT -   411.299 (meters)     1349.40  (feet) ADJUSTED
 DM9888  ______________________________________________________________________
 DM9888  GEOID HEIGHT    -        -27.301 (meters)                     GEOID18
 DM9888  NAD 83(2011) X  -   -358,463.912 (meters)                     COMP
 DM9888  NAD 83(2011) Y  - -4,380,306.688 (meters)                     COMP
 DM9888  NAD 83(2011) Z  -  4,607,265.675 (meters)                     COMP
 DM9888  LAPLACE CORR    -          0.52  (seconds)                    DEFLEC18
 DM9888  DYNAMIC HEIGHT  -        411.319 (meters)     1349.47  (feet) COMP
 DM9888  MODELED GRAVITY -    980,649.3   (mgal)                       NAVD 88
 DM9888
 DM9888  VERT ORDER      -  SECOND    CLASS I
 DM9888
 DM9888  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DM9888  Standards:
 DM9888         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DM9888            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DM9888  -------------------------------------------------------------------
 DM9888  NETWORK    0.61   0.71           0.29   0.19   0.36     -0.01009597
 DM9888  -------------------------------------------------------------------
 DM9888  Click here for local accuracies and other accuracy information.
 DM9888
 DM9888.The horizontal coordinates were established by GPS observations
 DM9888.and adjusted by the National Geodetic Survey in June 2012.
 DM9888
 DM9888.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DM9888.been affixed to the stable North American tectonic plate. See 
 DM9888.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DM9888
 DM9888.The horizontal coordinates are valid at the epoch date displayed above
 DM9888.which is a decimal equivalence of Year/Month/Day.
 DM9888
 DM9888.The orthometric height was determined by differential leveling and
 DM9888.adjusted by the NATIONAL GEODETIC SURVEY
 DM9888.in February 2020.
 DM9888
 DM9888.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM9888.GEOID18 height accuracy estimate available here.
 DM9888
 DM9888.Click photographs - Photos may exist for this station.
 DM9888
 DM9888.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DM9888
 DM9888.The Laplace correction was computed from DEFLEC18 derived deflections.
 DM9888
 DM9888.The ellipsoidal height was determined by GPS observations
 DM9888.and is referenced to NAD 83.
 DM9888
 DM9888.The dynamic height is computed by dividing the NAVD 88
 DM9888.geopotential number by the normal gravity value computed on the
 DM9888.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM9888.degrees latitude (g = 980.6199 gals.).
 DM9888
 DM9888.The modeled gravity was interpolated from observed gravity values.
 DM9888
 DM9888. The following values were computed from the NAD 83(2011) position.
 DM9888
 DM9888;                    North         East     Units Scale Factor Converg.
 DM9888;SPC MN C     -   271,613.934   767,143.887   MT  0.99992862   -0 18 35.6
 DM9888;SPC MN C     -   891,120.05  2,516,871.24   sFT  0.99992862   -0 18 35.6
 DM9888;UTM  15      - 5,155,775.245   371,316.674   MT  0.99980355   -1 13 06.6
 DM9888
 DM9888!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DM9888!SPC MN C     -   0.99993981  x   0.99992862  =   0.99986843
 DM9888!UTM  15      -   0.99993981  x   0.99980355  =   0.99974337
 DM9888
 DM9888_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUM7131655775(NAD 83)
 DM9888
 DM9888                          SUPERSEDED SURVEY CONTROL
 DM9888
 DM9888  NAD 83(2007)-  46 32 35.62612(N)    094 40 42.22207(W) AD(2002.00) 1
 DM9888  ELLIP H (07/18/11)  384.025  (m)                       GP(2002.00) 4 1
 DM9888  NAVD 88 (05/02/18)  411.305  (m)         1349.42   (f) SUPERSEDED  2 1
 DM9888  NAVD 88 (02/06/13)  411.305  (m)         1349.42   (f) SUPERSEDED  2 1
 DM9888  NAVD 88             411.31   (m)         1349.4    (f) LEVELING    3  
 DM9888
 DM9888.Superseded values are not recommended for survey control.
 DM9888
 DM9888.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DM9888.See file dsdata.pdf to determine how the superseded data were derived.
 DM9888
 DM9888_MARKER: I = METAL ROD
 DM9888_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DM9888_STAMPING: 1109 R 2010
 DM9888_MARK LOGO: MNDT
 DM9888_PROJECTION: RECESSED 8 CENTIMETERS
 DM9888_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DM9888_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DM9888_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DM9888+SATELLITE: SATELLITE OBSERVATIONS - May 03, 2023
 DM9888_ROD/PIPE-DEPTH: 9.1 meters
 DM9888
 DM9888  HISTORY     - Date     Condition        Report By
 DM9888  HISTORY     - 20101214 MONUMENTED       MNDT
 DM9888  HISTORY     - 20170424 GOOD             MNDT
 DM9888  HISTORY     - 20200122 GOOD             MNDT
 DM9888  HISTORY     - 20230503 GOOD             MNDT
 DM9888
 DM9888                          STATION DESCRIPTION
 DM9888
 DM9888'DESCRIBED BY MN DEPT OF TRANSP 2010
 DM9888'THE MARK IS 1.5 MILES NORTHWEST OF LEADER, 2.0 MILES NORTH AND WEST
 DM9888'ALONG TRUNK HIGHWAY 64 FROM THE JUNCTION OF TRUNK HIGHWAY 64 AND
 DM9888'COUNTY ROAD 103 IN LEADER, AT TRUNK HIGHWAY 64 MILEPOINT 14.95, 50.8
 DM9888'FEET NORTH OF TRUNK HIGHWAY 64, 11.5 FEET WEST OF ENTRANCE, 20.2 FEET
 DM9888'SOUTHEAST OF WEST FENCE CORNER POST AND GATE, 2.0 FEET EAST OF WITNESS
 DM9888'POST.
 DM9888'
 DM9888'NOTE - THE STATION MARK CONSISTS OF A 3/4 INCH (19 MM) DIAMETER
 DM9888'ALUMINUM ROD DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL MARK
 DM9888'REMOVABLE DISK SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED
 DM9888'BY A SIX-INCH PVC PIPE BACKFILLED WITH WASHED SAND.
 DM9888
 DM9888                          STATION RECOVERY (2017)
 DM9888
 DM9888'RECOVERY NOTE BY MN DEPT OF TRANSP 2017 (DAS)
 DM9888'RECOVERED IN GOOD CONDITION.
 DM9888
 DM9888                          STATION RECOVERY (2020)
 DM9888
 DM9888'RECOVERY NOTE BY MN DEPT OF TRANSP 2020 (DAS)
 DM9888'RECOVERED IN GOOD CONDITION.
 DM9888
 DM9888                          STATION RECOVERY (2023)
 DM9888
 DM9888'RECOVERY NOTE BY MN DEPT OF TRANSP 2023 (AJH)
 DM9888'1.5 MI (2.4 KM) NORTHWEST OF LEADER, 2.0 MI (3.2 KM) NORTH AND WEST
 DM9888'ALONG TRUNK HIGHWAY 64 FROM THE JUNCTION OF TRUNK HIGHWAY 64 AND
 DM9888'COUNTY ROAD 103 IN LEADER, AT TRUNK HIGHWAY 64 MILE POINT 14.95, 50.8
 DM9888'FT (15.5 M) NORTH OF TRUNK HIGHWAY 64, 11.5 FT (3.5 M) WEST OF AN
 DM9888'ENTRANCE, 20.2 FT (6.2 M) SOUTHEAST OF THE WEST FENCE CORNER POST AND
 DM9888'A GATE, 2.0 FT (0.6 M) EAST OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DM9889 ***********************************************************************
 DM9889  DESIGNATION -  1109 S
 DM9889  PID         -  DM9889
 DM9889  STATE/COUNTY-  MN/CASS
 DM9889  COUNTRY     -  US
 DM9889  USGS QUAD   -  LEADER (2019)
 DM9889
 DM9889                         *CURRENT SURVEY CONTROL
 DM9889  ______________________________________________________________________
 DM9889* NAD 83(2011) POSITION- 46 31 43.83859(N) 094 39 16.58318(W)   ADJUSTED
 DM9889* NAD 83(2011) ELLIP HT-   389.024 (meters)        (06/27/12)   ADJUSTED
 DM9889* NAD 83(2011) EPOCH   -  2010.00
 DM9889* NAVD 88 ORTHO HEIGHT -   416.305 (meters)     1365.83  (feet) ADJUSTED
 DM9889  ______________________________________________________________________
 DM9889  GEOID HEIGHT    -        -27.280 (meters)                     GEOID18
 DM9889  NAD 83(2011) X  -   -356,739.719 (meters)                     COMP
 DM9889  NAD 83(2011) Y  - -4,381,615.480 (meters)                     COMP
 DM9889  NAD 83(2011) Z  -  4,606,169.238 (meters)                     COMP
 DM9889  LAPLACE CORR    -         -0.28  (seconds)                    DEFLEC18
 DM9889  DYNAMIC HEIGHT  -        416.325 (meters)     1365.89  (feet) COMP
 DM9889  MODELED GRAVITY -    980,648.8   (mgal)                       NAVD 88
 DM9889
 DM9889  VERT ORDER      -  SECOND    CLASS I
 DM9889
 DM9889  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DM9889  Standards:
 DM9889         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DM9889            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DM9889  -------------------------------------------------------------------
 DM9889  NETWORK    0.65   0.69           0.31   0.20   0.35      0.03325146
 DM9889  -------------------------------------------------------------------
 DM9889  Click here for local accuracies and other accuracy information.
 DM9889
 DM9889.The horizontal coordinates were established by GPS observations
 DM9889.and adjusted by the National Geodetic Survey in June 2012.
 DM9889
 DM9889.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DM9889.been affixed to the stable North American tectonic plate. See 
 DM9889.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DM9889
 DM9889.The horizontal coordinates are valid at the epoch date displayed above
 DM9889.which is a decimal equivalence of Year/Month/Day.
 DM9889
 DM9889.The orthometric height was determined by differential leveling and
 DM9889.adjusted by the NATIONAL GEODETIC SURVEY
 DM9889.in February 2020.
 DM9889
 DM9889.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM9889.GEOID18 height accuracy estimate available here.
 DM9889
 DM9889.Click photographs - Photos may exist for this station.
 DM9889
 DM9889.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DM9889
 DM9889.The Laplace correction was computed from DEFLEC18 derived deflections.
 DM9889
 DM9889.The ellipsoidal height was determined by GPS observations
 DM9889.and is referenced to NAD 83.
 DM9889
 DM9889.The dynamic height is computed by dividing the NAVD 88
 DM9889.geopotential number by the normal gravity value computed on the
 DM9889.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM9889.degrees latitude (g = 980.6199 gals.).
 DM9889
 DM9889.The modeled gravity was interpolated from observed gravity values.
 DM9889
 DM9889. The following values were computed from the NAD 83(2011) position.
 DM9889
 DM9889;                    North         East     Units Scale Factor Converg.
 DM9889;SPC MN C     -   270,005.364   768,960.167   MT  0.99992774   -0 17 33.7
 DM9889;SPC MN C     -   885,842.60  2,522,830.15   sFT  0.99992774   -0 17 33.7
 DM9889;UTM  15      - 5,154,138.291   373,106.995   MT  0.99979792   -1 12 03.4
 DM9889
 DM9889!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DM9889!SPC MN C     -   0.99993902  x   0.99992774  =   0.99986677
 DM9889!UTM  15      -   0.99993902  x   0.99979792  =   0.99973695
 DM9889
 DM9889:                Primary Azimuth Mark                     Grid Az
 DM9889:SPC MN C     -  1109 T                                   181 41 32.2
 DM9889:UTM  15      -  1109 T                                   182 36 01.9
 DM9889
 DM9889_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUM7310654138(NAD 83)
 DM9889
 DM9889|---------------------------------------------------------------------|
 DM9889| PID    Reference Object                     Distance      Geod. Az  |
 DM9889|                                                           dddmmss.s |
 DM9889| DM9890 1109 T                              APPROX. 1.7 KM 1812358.5 |
 DM9889|---------------------------------------------------------------------|
 DM9889
 DM9889                          SUPERSEDED SURVEY CONTROL
 DM9889
 DM9889  NAD 83(2007)-  46 31 43.83853(N)    094 39 16.58419(W) AD(2002.00) 1
 DM9889  ELLIP H (07/18/11)  389.061  (m)                       GP(2002.00) 4 1
 DM9889  NAVD 88 (05/02/18)  416.309  (m)         1365.84   (f) SUPERSEDED  2 1
 DM9889  NAVD 88 (02/06/13)  416.309  (m)         1365.84   (f) SUPERSEDED  2 1
 DM9889  NAVD 88             416.32   (m)         1365.9    (f) LEVELING    3  
 DM9889
 DM9889.Superseded values are not recommended for survey control.
 DM9889
 DM9889.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DM9889.See file dsdata.pdf to determine how the superseded data were derived.
 DM9889
 DM9889_MARKER: I = METAL ROD
 DM9889_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DM9889_STAMPING: 1109 S 2010
 DM9889_MARK LOGO: MNDT
 DM9889_PROJECTION: RECESSED 8 CENTIMETERS
 DM9889_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DM9889_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DM9889_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DM9889+SATELLITE: SATELLITE OBSERVATIONS - May 03, 2023
 DM9889_ROD/PIPE-DEPTH: 11.9 meters
 DM9889
 DM9889  HISTORY     - Date     Condition        Report By
 DM9889  HISTORY     - 20101214 MONUMENTED       MNDT
 DM9889  HISTORY     - 20210630 GOOD             MNDT
 DM9889  HISTORY     - 20230503 GOOD             MNDT
 DM9889
 DM9889                          STATION DESCRIPTION
 DM9889
 DM9889'DESCRIBED BY MN DEPT OF TRANSP 2010 (CAS)
 DM9889'THE MARK IS IN LEADER, AT JUNCTION OF TRUNK HIGHWAY 64 AND COUNTY ROAD
 DM9889'103 IN LEADER, AT TRUNK HIGHWAY 64 MILEPOINT 13.0, 58.6 FEET EAST OF
 DM9889'TRUNK HIGHWAY 64, 56.1 FEET NORTH OF COUNTY ROAD 103, 2.0 FEET WEST OF
 DM9889'WITNESS POST.
 DM9889'
 DM9889'THE STATION MARK CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM ROD
 DM9889'DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL MARK REMOVABLE DISK
 DM9889'SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH PVC
 DM9889'PIPE BACKFILLED WITH WASHED SAND.
 DM9889
 DM9889                          STATION RECOVERY (2021)
 DM9889
 DM9889'RECOVERY NOTE BY MN DEPT OF TRANSP 2021 (KMS)
 DM9889'RECOVERED IN GOOD CONDITION.
 DM9889
 DM9889                          STATION RECOVERY (2023)
 DM9889
 DM9889'RECOVERY NOTE BY MN DEPT OF TRANSP 2023 (AJH)
 DM9889'IN LEADER, AT THE JUNCTION OF TRUNK HIGHWAY 64 AND COUNTY ROAD 103 IN
 DM9889'LEADER, AT TRUNK HIGHWAY 64 MILE POINT 13.0, 58.6 FT (17.9 M) EAST OF
 DM9889'TRUNK HIGHWAY 64, 56.1 FT (17.1 M) NORTH OF COUNTY ROAD 103, 2.0 FT
 DM9889'(0.6 M) WEST OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DM9890 ***********************************************************************
 DM9890  DESIGNATION -  1109 T
 DM9890  PID         -  DM9890
 DM9890  STATE/COUNTY-  MN/CASS
 DM9890  COUNTRY     -  US
 DM9890  USGS QUAD   -  LEADER (2019)
 DM9890
 DM9890                         *CURRENT SURVEY CONTROL
 DM9890  ______________________________________________________________________
 DM9890* NAD 83(2011) POSITION- 46 30 49.67482(N) 094 39 18.50002(W)   ADJUSTED
 DM9890* NAD 83(2011) ELLIP HT-   385.512 (meters)        (06/27/12)   ADJUSTED
 DM9890* NAD 83(2011) EPOCH   -  2010.00
 DM9890* NAVD 88 ORTHO HEIGHT -   412.778 (meters)     1354.26  (feet) ADJUSTED
 DM9890  ______________________________________________________________________
 DM9890  GEOID HEIGHT    -        -27.262 (meters)                     GEOID18
 DM9890  NAD 83(2011) X  -   -356,878.742 (meters)                     COMP
 DM9890  NAD 83(2011) Y  - -4,382,819.428 (meters)                     COMP
 DM9890  NAD 83(2011) Z  -  4,605,015.812 (meters)                     COMP
 DM9890  LAPLACE CORR    -         -0.23  (seconds)                    DEFLEC18
 DM9890  DYNAMIC HEIGHT  -        412.797 (meters)     1354.32  (feet) COMP
 DM9890  MODELED GRAVITY -    980,646.9   (mgal)                       NAVD 88
 DM9890
 DM9890  VERT ORDER      -  SECOND    CLASS I
 DM9890
 DM9890  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DM9890  Standards:
 DM9890         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DM9890            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DM9890  -------------------------------------------------------------------
 DM9890  NETWORK    0.67   0.69           0.32   0.20   0.35      0.03499891
 DM9890  -------------------------------------------------------------------
 DM9890  Click here for local accuracies and other accuracy information.
 DM9890
 DM9890.The horizontal coordinates were established by GPS observations
 DM9890.and adjusted by the National Geodetic Survey in June 2012.
 DM9890
 DM9890.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DM9890.been affixed to the stable North American tectonic plate. See 
 DM9890.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DM9890
 DM9890.The horizontal coordinates are valid at the epoch date displayed above
 DM9890.which is a decimal equivalence of Year/Month/Day.
 DM9890
 DM9890.The orthometric height was determined by differential leveling and
 DM9890.adjusted by the NATIONAL GEODETIC SURVEY
 DM9890.in February 2020.
 DM9890
 DM9890.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM9890.GEOID18 height accuracy estimate available here.
 DM9890
 DM9890.Click photographs - Photos may exist for this station.
 DM9890
 DM9890.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DM9890
 DM9890.The Laplace correction was computed from DEFLEC18 derived deflections.
 DM9890
 DM9890.The ellipsoidal height was determined by GPS observations
 DM9890.and is referenced to NAD 83.
 DM9890
 DM9890.The dynamic height is computed by dividing the NAVD 88
 DM9890.geopotential number by the normal gravity value computed on the
 DM9890.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM9890.degrees latitude (g = 980.6199 gals.).
 DM9890
 DM9890.The modeled gravity was interpolated from observed gravity values.
 DM9890
 DM9890. The following values were computed from the NAD 83(2011) position.
 DM9890
 DM9890;                    North         East     Units Scale Factor Converg.
 DM9890;SPC MN C     -   268,333.237   768,910.765   MT  0.99992689   -0 17 35.1
 DM9890;SPC MN C     -   880,356.63  2,522,668.07   sFT  0.99992689   -0 17 35.1
 DM9890;UTM  15      - 5,152,467.373   373,031.108   MT  0.99979816   -1 12 03.7
 DM9890
 DM9890!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DM9890!SPC MN C     -   0.99993957  x   0.99992689  =   0.99986647
 DM9890!UTM  15      -   0.99993957  x   0.99979816  =   0.99973774
 DM9890
 DM9890:                Primary Azimuth Mark                     Grid Az
 DM9890:SPC MN C     -  1109 S                                   001 41 32.2
 DM9890:UTM  15      -  1109 S                                   002 36 00.8
 DM9890
 DM9890_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUM7303152467(NAD 83)
 DM9890
 DM9890|---------------------------------------------------------------------|
 DM9890| PID    Reference Object                     Distance      Geod. Az  |
 DM9890|                                                           dddmmss.s |
 DM9890| DM9889 1109 S                              APPROX. 1.7 KM 0012357.1 |
 DM9890|---------------------------------------------------------------------|
 DM9890
 DM9890                          SUPERSEDED SURVEY CONTROL
 DM9890
 DM9890  NAD 83(2007)-  46 30 49.67477(N)    094 39 18.50104(W) AD(2002.00) 1
 DM9890  ELLIP H (07/18/11)  385.548  (m)                       GP(2002.00) 4 1
 DM9890  NAVD 88 (05/02/18)  412.782  (m)         1354.27   (f) SUPERSEDED  2 1
 DM9890  NAVD 88 (02/06/13)  412.782  (m)         1354.27   (f) SUPERSEDED  2 1
 DM9890  NAVD 88             412.79   (m)         1354.3    (f) LEVELING    3  
 DM9890
 DM9890.Superseded values are not recommended for survey control.
 DM9890
 DM9890.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DM9890.See file dsdata.pdf to determine how the superseded data were derived.
 DM9890
 DM9890_MARKER: I = METAL ROD
 DM9890_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DM9890_STAMPING: 1109 T 2010
 DM9890_MARK LOGO: MNDT
 DM9890_PROJECTION: RECESSED 8 CENTIMETERS
 DM9890_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DM9890_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DM9890_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DM9890+SATELLITE: SATELLITE OBSERVATIONS - May 03, 2023
 DM9890_ROD/PIPE-DEPTH: 13.1 meters
 DM9890
 DM9890  HISTORY     - Date     Condition        Report By
 DM9890  HISTORY     - 20101214 MONUMENTED       MNDT
 DM9890  HISTORY     - 20230503 GOOD             MNDT
 DM9890
 DM9890                          STATION DESCRIPTION
 DM9890
 DM9890'DESCRIBED BY MN DEPT OF TRANSP 2010 (CAS)
 DM9890'THE MARK IS 1.0 MILE SOUTH OF LEADER, 1.0 MILE SOUTH ALONG TRUNK
 DM9890'HIGHWAY 64 FROM THE JUNCTION OF TRUNK HIGHWAY 64 AND COUNTY ROAD 103
 DM9890'IN LEADER, AT TRUNK HIGHWAY 64 MILEPOINT 11.95, 68.6 FEET WEST OF
 DM9890'TRUNK HIGHWAY 64, 123.2 FEET SOUTH OF COUNTY ROAD 156, 2.0 FEET EAST
 DM9890'OF WITNESS POST.
 DM9890'
 DM9890'THE STATION MARK CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM ROD
 DM9890'DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL MARK REMOVABLE DISK
 DM9890'SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH PVC
 DM9890'PIPE BACKFILLED WITH WASHED SAND.
 DM9890
 DM9890                          STATION RECOVERY (2023)
 DM9890
 DM9890'RECOVERY NOTE BY MN DEPT OF TRANSP 2023 (AJH)
 DM9890'1.0 MI (1.6 KM) SOUTH OF LEADER, 1.0 MI (1.6 KM) SOUTH ALONG TRUNK
 DM9890'HIGHWAY 64 FROM THE JUNCTION OF TRUNK HIGHWAY 64 AND COUNTY ROAD 103
 DM9890'IN LEADER, AT TRUNK HIGHWAY 64 MILE POINT 11.95, 68.6 FT (20.9 M) WEST
 DM9890'OF TRUNK HIGHWAY 64, 123.2 FT (37.6 M) SOUTH OF COUNTY ROAD 156, 2.0
 DM9890'FT (0.6 M) EAST OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DM9891 ***********************************************************************
 DM9891  DESIGNATION -  1109 U
 DM9891  PID         -  DM9891
 DM9891  STATE/COUNTY-  MN/CASS
 DM9891  COUNTRY     -  US
 DM9891  USGS QUAD   -  MOTLEY NW (2019)
 DM9891
 DM9891                         *CURRENT SURVEY CONTROL
 DM9891  ______________________________________________________________________
 DM9891* NAD 83(2011) POSITION- 46 29 05.93375(N) 094 39 16.45105(W)   ADJUSTED
 DM9891* NAD 83(2011) ELLIP HT-   377.626 (meters)        (06/27/12)   ADJUSTED
 DM9891* NAD 83(2011) EPOCH   -  2010.00
 DM9891* NAVD 88 ORTHO HEIGHT -   404.859 (meters)     1328.27  (feet) ADJUSTED
 DM9891  ______________________________________________________________________
 DM9891  GEOID HEIGHT    -        -27.231 (meters)                     GEOID18
 DM9891  NAD 83(2011) X  -   -357,023.330 (meters)                     COMP
 DM9891  NAD 83(2011) Y  - -4,385,133.625 (meters)                     COMP
 DM9891  NAD 83(2011) Z  -  4,602,804.912 (meters)                     COMP
 DM9891  LAPLACE CORR    -         -0.29  (seconds)                    DEFLEC18
 DM9891  DYNAMIC HEIGHT  -        404.875 (meters)     1328.33  (feet) COMP
 DM9891  MODELED GRAVITY -    980,642.2   (mgal)                       NAVD 88
 DM9891
 DM9891  VERT ORDER      -  SECOND    CLASS I
 DM9891
 DM9891  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DM9891  Standards:
 DM9891         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DM9891            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DM9891  -------------------------------------------------------------------
 DM9891  NETWORK    0.55   0.63           0.26   0.17   0.32     -0.06283241
 DM9891  -------------------------------------------------------------------
 DM9891  Click here for local accuracies and other accuracy information.
 DM9891
 DM9891.The horizontal coordinates were established by GPS observations
 DM9891.and adjusted by the National Geodetic Survey in June 2012.
 DM9891
 DM9891.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DM9891.been affixed to the stable North American tectonic plate. See 
 DM9891.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DM9891
 DM9891.The horizontal coordinates are valid at the epoch date displayed above
 DM9891.which is a decimal equivalence of Year/Month/Day.
 DM9891
 DM9891.The orthometric height was determined by differential leveling and
 DM9891.adjusted by the NATIONAL GEODETIC SURVEY
 DM9891.in February 2020.
 DM9891
 DM9891.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM9891.GEOID18 height accuracy estimate available here.
 DM9891
 DM9891.Click photographs - Photos may exist for this station.
 DM9891
 DM9891.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DM9891
 DM9891.The Laplace correction was computed from DEFLEC18 derived deflections.
 DM9891
 DM9891.The ellipsoidal height was determined by GPS observations
 DM9891.and is referenced to NAD 83.
 DM9891
 DM9891.The dynamic height is computed by dividing the NAVD 88
 DM9891.geopotential number by the normal gravity value computed on the
 DM9891.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM9891.degrees latitude (g = 980.6199 gals.).
 DM9891
 DM9891.The modeled gravity was interpolated from observed gravity values.
 DM9891
 DM9891. The following values were computed from the NAD 83(2011) position.
 DM9891
 DM9891;                    North         East     Units Scale Factor Converg.
 DM9891;SPC MN C     -   265,129.968   768,938.079   MT  0.99992544   -0 17 33.6
 DM9891;SPC MN C     -   869,847.24  2,522,757.68   sFT  0.99992544   -0 17 33.6
 DM9891;UTM  15      - 5,149,264.482   373,007.678   MT  0.99979823   -1 12 00.2
 DM9891
 DM9891!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DM9891!SPC MN C     -   0.99994081  x   0.99992544  =   0.99986625
 DM9891!UTM  15      -   0.99994081  x   0.99979823  =   0.99973905
 DM9891
 DM9891:                Primary Azimuth Mark                     Grid Az
 DM9891:SPC MN C     -  1109 V                                   180 25 39.4
 DM9891:UTM  15      -  1109 V                                   181 20 06.0
 DM9891
 DM9891_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUM7300749264(NAD 83)
 DM9891
 DM9891|---------------------------------------------------------------------|
 DM9891| PID    Reference Object                     Distance      Geod. Az  |
 DM9891|                                                           dddmmss.s |
 DM9891| DM9892 1109 V                              APPROX. 1.6 KM 1800805.8 |
 DM9891|---------------------------------------------------------------------|
 DM9891
 DM9891                          SUPERSEDED SURVEY CONTROL
 DM9891
 DM9891  NAD 83(2007)-  46 29 05.93372(N)    094 39 16.45206(W) AD(2002.00) 1
 DM9891  ELLIP H (07/18/11)  377.662  (m)                       GP(2002.00) 4 1
 DM9891  NAVD 88 (05/02/18)  404.862  (m)         1328.28   (f) SUPERSEDED  2 1
 DM9891  NAVD 88 (02/06/13)  404.862  (m)         1328.28   (f) SUPERSEDED  2 1
 DM9891  NAVD 88             404.87   (m)         1328.3    (f) LEVELING    3  
 DM9891
 DM9891.Superseded values are not recommended for survey control.
 DM9891
 DM9891.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DM9891.See file dsdata.pdf to determine how the superseded data were derived.
 DM9891
 DM9891_MARKER: I = METAL ROD
 DM9891_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DM9891_STAMPING: 1109 U 2010
 DM9891_MARK LOGO: MNDT
 DM9891_PROJECTION: RECESSED 8 CENTIMETERS
 DM9891_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DM9891_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DM9891_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DM9891+SATELLITE: SATELLITE OBSERVATIONS - May 04, 2023
 DM9891_ROD/PIPE-DEPTH: 9.8 meters
 DM9891
 DM9891  HISTORY     - Date     Condition        Report By
 DM9891  HISTORY     - 20101214 MONUMENTED       MNDT
 DM9891  HISTORY     - 20230504 GOOD             MNDT
 DM9891
 DM9891                          STATION DESCRIPTION
 DM9891
 DM9891'DESCRIBED BY MN DEPT OF TRANSP 2010 (CAS)
 DM9891'THE MARK IS 3.0 MILES SOUTH OF LEADER, 3.0 MILE SOUTH ALONG TRUNK
 DM9891'HIGHWAY 64 FROM THE JUNCTION OF TRUNK HIGHWAY 64 AND COUNTY ROAD 103
 DM9891'IN LEADER, AT TRUNK HIGHWAY 64 MILE POINT 9.90, 70.6 WEST OF TRUNK
 DM9891'HIGHWAY 64, 54.4 SOUTH OF 88TH STREET SOUTHWEST, 2.0 FEET EAST OF
 DM9891'WITNESS POST.
 DM9891'
 DM9891'THE STATION MARK CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM ROD
 DM9891'DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL MARK REMOVABLE DISK
 DM9891'SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH PVC
 DM9891'PIPE BACKFILLED WITH WASHED SAND.
 DM9891
 DM9891                          STATION RECOVERY (2023)
 DM9891
 DM9891'RECOVERY NOTE BY MN DEPT OF TRANSP 2023 (AJH)
 DM9891'3.0 MI (4.8 KM) SOUTH OF LEADER, 3.0 MI (4.8 KM) SOUTH ALONG TRUNK
 DM9891'HIGHWAY 64 FROM THE JUNCTION OF TRUNK HIGHWAY 64 AND COUNTY ROAD 103
 DM9891'IN LEADER, AT TRUNK HIGHWAY 64 MILE POINT 9.90, 70.6 WEST OF TRUNK
 DM9891'HIGHWAY 64, 54.4 FT (16.6 M) SOUTH OF 88TH STREET SOUTHWEST, 2.0 FT
 DM9891'(0.6 M) EAST OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DM9892 ***********************************************************************
 DM9892  DESIGNATION -  1109 V
 DM9892  PID         -  DM9892
 DM9892  STATE/COUNTY-  MN/CASS
 DM9892  COUNTRY     -  US
 DM9892  USGS QUAD   -  MOTLEY NW (2019)
 DM9892
 DM9892                         *CURRENT SURVEY CONTROL
 DM9892  ______________________________________________________________________
 DM9892* NAD 83(2011) POSITION- 46 28 14.14251(N) 094 39 16.62759(W)   ADJUSTED
 DM9892* NAD 83(2011) ELLIP HT-   381.305 (meters)        (06/27/12)   ADJUSTED
 DM9892* NAD 83(2011) EPOCH   -  2010.00
 DM9892* NAVD 88 ORTHO HEIGHT -   408.512 (meters)     1340.26  (feet) ADJUSTED
 DM9892  ______________________________________________________________________
 DM9892  GEOID HEIGHT    -        -27.216 (meters)                     GEOID18
 DM9892  NAD 83(2011) X  -   -357,121.395 (meters)                     COMP
 DM9892  NAD 83(2011) Y  - -4,386,291.686 (meters)                     COMP
 DM9892  NAD 83(2011) Z  -  4,601,706.242 (meters)                     COMP
 DM9892  LAPLACE CORR    -         -0.35  (seconds)                    DEFLEC18
 DM9892  DYNAMIC HEIGHT  -        408.528 (meters)     1340.31  (feet) COMP
 DM9892  MODELED GRAVITY -    980,640.5   (mgal)                       NAVD 88
 DM9892
 DM9892  VERT ORDER      -  SECOND    CLASS I
 DM9892
 DM9892  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DM9892  Standards:
 DM9892         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DM9892            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DM9892  -------------------------------------------------------------------
 DM9892  NETWORK    0.49   0.59           0.23   0.16   0.30     -0.02739354
 DM9892  -------------------------------------------------------------------
 DM9892  Click here for local accuracies and other accuracy information.
 DM9892
 DM9892.The horizontal coordinates were established by GPS observations
 DM9892.and adjusted by the National Geodetic Survey in June 2012.
 DM9892
 DM9892.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DM9892.been affixed to the stable North American tectonic plate. See 
 DM9892.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DM9892
 DM9892.The horizontal coordinates are valid at the epoch date displayed above
 DM9892.which is a decimal equivalence of Year/Month/Day.
 DM9892
 DM9892.The orthometric height was determined by differential leveling and
 DM9892.adjusted by the NATIONAL GEODETIC SURVEY
 DM9892.in February 2020.
 DM9892
 DM9892.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM9892.GEOID18 height accuracy estimate available here.
 DM9892
 DM9892.Click photographs - Photos may exist for this station.
 DM9892
 DM9892.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DM9892
 DM9892.The Laplace correction was computed from DEFLEC18 derived deflections.
 DM9892
 DM9892.The ellipsoidal height was determined by GPS observations
 DM9892.and is referenced to NAD 83.
 DM9892
 DM9892.The dynamic height is computed by dividing the NAVD 88
 DM9892.geopotential number by the normal gravity value computed on the
 DM9892.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM9892.degrees latitude (g = 980.6199 gals.).
 DM9892
 DM9892.The modeled gravity was interpolated from observed gravity values.
 DM9892
 DM9892. The following values were computed from the NAD 83(2011) position.
 DM9892
 DM9892;                    North         East     Units Scale Factor Converg.
 DM9892;SPC MN C     -   263,530.920   768,926.145   MT  0.99992482   -0 17 33.7
 DM9892;SPC MN C     -   864,601.03  2,522,718.53   sFT  0.99992482   -0 17 33.7
 DM9892;UTM  15      - 5,147,666.027   372,970.432   MT  0.99979835   -1 11 59.3
 DM9892
 DM9892!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DM9892!SPC MN C     -   0.99994023  x   0.99992482  =   0.99986505
 DM9892!UTM  15      -   0.99994023  x   0.99979835  =   0.99973859
 DM9892
 DM9892:                Primary Azimuth Mark                     Grid Az
 DM9892:SPC MN C     -  1109 U                                   000 25 39.4
 DM9892:UTM  15      -  1109 U                                   001 20 05.0
 DM9892
 DM9892_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUM7297047666(NAD 83)
 DM9892
 DM9892|---------------------------------------------------------------------|
 DM9892| PID    Reference Object                     Distance      Geod. Az  |
 DM9892|                                                           dddmmss.s |
 DM9892| DM9891 1109 U                              APPROX. 1.6 KM 0000805.7 |
 DM9892|---------------------------------------------------------------------|
 DM9892
 DM9892                          SUPERSEDED SURVEY CONTROL
 DM9892
 DM9892  NAD 83(2007)-  46 28 14.14247(N)    094 39 16.62860(W) AD(2002.00) 1
 DM9892  ELLIP H (07/18/11)  381.340  (m)                       GP(2002.00) 4 1
 DM9892  NAVD 88 (05/02/18)  408.515  (m)         1340.27   (f) SUPERSEDED  2 1
 DM9892  NAVD 88 (02/06/13)  408.515  (m)         1340.27   (f) SUPERSEDED  2 1
 DM9892  NAVD 88             408.52   (m)         1340.3    (f) LEVELING    3  
 DM9892
 DM9892.Superseded values are not recommended for survey control.
 DM9892
 DM9892.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DM9892.See file dsdata.pdf to determine how the superseded data were derived.
 DM9892
 DM9892_MARKER: I = METAL ROD
 DM9892_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DM9892_STAMPING: 1109 U 2010
 DM9892_MARK LOGO: MNDT
 DM9892_PROJECTION: RECESSED 8 CENTIMETERS
 DM9892_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DM9892_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DM9892_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DM9892+SATELLITE: SATELLITE OBSERVATIONS - May 08, 2023
 DM9892_ROD/PIPE-DEPTH: 10.1 meters
 DM9892
 DM9892  HISTORY     - Date     Condition        Report By
 DM9892  HISTORY     - 20101214 MONUMENTED       MNDT
 DM9892  HISTORY     - 20230508 GOOD             MNDT
 DM9892
 DM9892                          STATION DESCRIPTION
 DM9892
 DM9892'DESCRIBED BY MN DEPT OF TRANSP 2010 (CAS)
 DM9892'THE MARK IS 4.0 MILES SOUTH OF LEADER, 4.0 MILES SOUTH ALONG TRUNK
 DM9892'HIGHWAY 64 FROM JUNCTION OF TRUNK HIGHWAY 64 AND COUNTY ROAD 103 IN
 DM9892'LEADER, AT TRUNK HIGHWAY 64 MILEPOINT 8.90, 73.5 FEET WEST OF TRUNK
 DM9892'HIGHWAY 64, 61.5 FEET SOUTH OF 92ND STREET SOUTHWEST, 3.5 FEET EAST OF
 DM9892'WITNESS POST.
 DM9892'
 DM9892'THE STATION MARK CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM ROD
 DM9892'DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL MARK REMOVABLE DISK
 DM9892'SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH PVC
 DM9892'PIPE BACKFILLED WITH WASHED SAND.
 DM9892
 DM9892                          STATION RECOVERY (2023)
 DM9892
 DM9892'RECOVERY NOTE BY MN DEPT OF TRANSP 2023 (AJH)
 DM9892'4.0 MI (6.4 KM) SOUTH OF LEADER, 4.0 MI (6.4 KM) SOUTH ALONG TRUNK
 DM9892'HIGHWAY 64 FROM THE JUNCTION OF TRUNK HIGHWAY 64 AND COUNTY ROAD 103
 DM9892'IN LEADER, AT TRUNK HIGHWAY 64 MILE POINT 8.90, 73.5 FT (22.4 M) WEST
 DM9892'OF TRUNK HIGHWAY 64, 61.5 FT (18.7 M) SOUTH OF 92ND STREET SOUTHWEST,
 DM9892'3.5 FT (1.1 M) EAST OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DM9893 ***********************************************************************
 DM9893  DESIGNATION -  1109 W
 DM9893  PID         -  DM9893
 DM9893  STATE/COUNTY-  MN/CASS
 DM9893  COUNTRY     -  US
 DM9893  USGS QUAD   -  MOTLEY NW (2019)
 DM9893
 DM9893                         *CURRENT SURVEY CONTROL
 DM9893  ______________________________________________________________________
 DM9893* NAD 83(2011) POSITION- 46 26 30.87295(N) 094 39 15.37585(W)   ADJUSTED
 DM9893* NAD 83(2011) ELLIP HT-   369.296 (meters)        (06/27/12)   ADJUSTED
 DM9893* NAD 83(2011) EPOCH   -  2010.00
 DM9893* NAVD 88 ORTHO HEIGHT -   396.475 (meters)     1300.77  (feet) ADJUSTED
 DM9893  ______________________________________________________________________
 DM9893  GEOID HEIGHT    -        -27.190 (meters)                     GEOID18
 DM9893  NAD 83(2011) X  -   -357,281.666 (meters)                     COMP
 DM9893  NAD 83(2011) Y  - -4,388,589.476 (meters)                     COMP
 DM9893  NAD 83(2011) Z  -  4,599,500.658 (meters)                     COMP
 DM9893  LAPLACE CORR    -         -0.57  (seconds)                    DEFLEC18
 DM9893  DYNAMIC HEIGHT  -        396.488 (meters)     1300.81  (feet) COMP
 DM9893  MODELED GRAVITY -    980,636.7   (mgal)                       NAVD 88
 DM9893
 DM9893  VERT ORDER      -  SECOND    CLASS I
 DM9893
 DM9893  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DM9893  Standards:
 DM9893         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DM9893            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DM9893  -------------------------------------------------------------------
 DM9893  NETWORK    0.37   0.53           0.17   0.12   0.27     -0.00452184
 DM9893  -------------------------------------------------------------------
 DM9893  Click here for local accuracies and other accuracy information.
 DM9893
 DM9893.The horizontal coordinates were established by GPS observations
 DM9893.and adjusted by the National Geodetic Survey in June 2012.
 DM9893
 DM9893.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DM9893.been affixed to the stable North American tectonic plate. See 
 DM9893.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DM9893
 DM9893.The horizontal coordinates are valid at the epoch date displayed above
 DM9893.which is a decimal equivalence of Year/Month/Day.
 DM9893
 DM9893.The orthometric height was determined by differential leveling and
 DM9893.adjusted by the NATIONAL GEODETIC SURVEY
 DM9893.in February 2020.
 DM9893
 DM9893.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM9893.GEOID18 height accuracy estimate available here.
 DM9893
 DM9893.Click photographs - Photos may exist for this station.
 DM9893
 DM9893.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DM9893
 DM9893.The Laplace correction was computed from DEFLEC18 derived deflections.
 DM9893
 DM9893.The ellipsoidal height was determined by GPS observations
 DM9893.and is referenced to NAD 83.
 DM9893
 DM9893.The dynamic height is computed by dividing the NAVD 88
 DM9893.geopotential number by the normal gravity value computed on the
 DM9893.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM9893.degrees latitude (g = 980.6199 gals.).
 DM9893
 DM9893.The modeled gravity was interpolated from observed gravity values.
 DM9893
 DM9893. The following values were computed from the NAD 83(2011) position.
 DM9893
 DM9893;                    North         East     Units Scale Factor Converg.
 DM9893;SPC MN C     -   260,342.325   768,936.574   MT  0.99992376   -0 17 32.8
 DM9893;SPC MN C     -   854,139.78  2,522,752.74   sFT  0.99992376   -0 17 32.8
 DM9893;UTM  15      - 5,144,478.068   372,930.400   MT  0.99979848   -1 11 56.3
 DM9893
 DM9893!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DM9893!SPC MN C     -   0.99994211  x   0.99992376  =   0.99986588
 DM9893!UTM  15      -   0.99994211  x   0.99979848  =   0.99974060
 DM9893
 DM9893:                Primary Azimuth Mark                     Grid Az
 DM9893:SPC MN C     -  1109 X                                   169 30 15.8
 DM9893:UTM  15      -  1109 X                                   170 24 39.3
 DM9893
 DM9893_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUM7293044478(NAD 83)
 DM9893
 DM9893|---------------------------------------------------------------------|
 DM9893| PID    Reference Object                     Distance      Geod. Az  |
 DM9893|                                                           dddmmss.s |
 DM9893| DM9894 1109 X                              APPROX. 1.6 KM 1691243.0 |
 DM9893|---------------------------------------------------------------------|
 DM9893
 DM9893                          SUPERSEDED SURVEY CONTROL
 DM9893
 DM9893  NAD 83(2007)-  46 26 30.87296(N)    094 39 15.37694(W) AD(2002.00) 1
 DM9893  ELLIP H (07/18/11)  369.331  (m)                       GP(2002.00) 4 1
 DM9893  NAVD 88 (05/02/18)  396.476  (m)         1300.77   (f) SUPERSEDED  2 1
 DM9893  NAVD 88 (02/06/13)  396.476  (m)         1300.77   (f) SUPERSEDED  2 1
 DM9893  NAVD 88             396.48   (m)         1300.8    (f) LEVELING    3  
 DM9893
 DM9893.Superseded values are not recommended for survey control.
 DM9893
 DM9893.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DM9893.See file dsdata.pdf to determine how the superseded data were derived.
 DM9893
 DM9893_MARKER: I = METAL ROD
 DM9893_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DM9893_STAMPING: 1109 W 2010
 DM9893_MARK LOGO: MNDT
 DM9893_PROJECTION: RECESSED 8 CENTIMETERS
 DM9893_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DM9893_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DM9893_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DM9893+SATELLITE: SATELLITE OBSERVATIONS - May 08, 2023
 DM9893_ROD/PIPE-DEPTH: 6.1 meters
 DM9893
 DM9893  HISTORY     - Date     Condition        Report By
 DM9893  HISTORY     - 20101213 MONUMENTED       MNDT
 DM9893  HISTORY     - 20200122 GOOD             MNDT
 DM9893  HISTORY     - 20230508 GOOD             MNDT
 DM9893
 DM9893                          STATION DESCRIPTION
 DM9893
 DM9893'DESCRIBED BY MN DEPT OF TRANSP 2010
 DM9893'THE MARK IS 6.0 MILES SOUTH OF LEADER, 6.0 MILES SOUTH ALONG TRUNK
 DM9893'HIGHWAY 64 FROM JUNCTION OF TRUNK HIGHWAY 64 AND COUNTY ROAD 103 IN
 DM9893'LEADER, AT TRUNK HIGHWAY 64 MILEPOINT 6.95, 64.5 FEET WEST OF TRUNK
 DM9893'HIGHWAY 64, 51.0 FEET NORTH OF 100TH STREET SOUTHWEST, 2.0 FEET EAST
 DM9893'OF WITNESS POST.
 DM9893'
 DM9893'THE STATION MARK CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM ROD
 DM9893'DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL MARK REMOVABLE DISK SET
 DM9893'ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH PVC PIPE
 DM9893'BACKFILLED WITH WASHED SAND.
 DM9893
 DM9893                          STATION RECOVERY (2020)
 DM9893
 DM9893'RECOVERY NOTE BY MN DEPT OF TRANSP 2020 (DAS)
 DM9893'RECOVERED IN GOOD CONDITION.
 DM9893
 DM9893                          STATION RECOVERY (2023)
 DM9893
 DM9893'RECOVERY NOTE BY MN DEPT OF TRANSP 2023 (AJH)
 DM9893'6.0 MI (9.7 KM) SOUTH OF LEADER, 6.0 MI (9.7 KM) SOUTH ALONG TRUNK
 DM9893'HIGHWAY 64 FROM THE JUNCTION OF TRUNK HIGHWAY 64 AND COUNTY ROAD 103
 DM9893'IN LEADER, AT TRUNK HIGHWAY 64 MILE POINT 6.95, 64.5 FT (19.7 M) WEST
 DM9893'OF TRUNK HIGHWAY 64, 51.0 FT (15.5 M) NORTH OF 100TH STREET SOUTHWEST,
 DM9893'2.0 FT (0.6 M) EAST OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DM9894 ***********************************************************************
 DM9894  DESIGNATION -  1109 X
 DM9894  PID         -  DM9894
 DM9894  STATE/COUNTY-  MN/CASS
 DM9894  COUNTRY     -  US
 DM9894  USGS QUAD   -  MOTLEY NW (2019)
 DM9894
 DM9894                         *CURRENT SURVEY CONTROL
 DM9894  ______________________________________________________________________
 DM9894* NAD 83(2011) POSITION- 46 25 39.79862(N) 094 39 01.30179(W)   ADJUSTED
 DM9894* NAD 83(2011) ELLIP HT-   365.764 (meters)        (06/27/12)   ADJUSTED
 DM9894* NAD 83(2011) EPOCH   -  2010.00
 DM9894* NAVD 88 ORTHO HEIGHT -   392.941 (meters)     1289.17  (feet) ADJUSTED
 DM9894  ______________________________________________________________________
 DM9894  GEOID HEIGHT    -        -27.181 (meters)                     GEOID18
 DM9894  NAD 83(2011) X  -   -357,074.673 (meters)                     COMP
 DM9894  NAD 83(2011) Y  - -4,389,750.444 (meters)                     COMP
 DM9894  NAD 83(2011) Z  -  4,598,411.159 (meters)                     COMP
 DM9894  LAPLACE CORR    -         -0.82  (seconds)                    DEFLEC18
 DM9894  DYNAMIC HEIGHT  -        392.954 (meters)     1289.22  (feet) COMP
 DM9894  MODELED GRAVITY -    980,634.8   (mgal)                       NAVD 88
 DM9894
 DM9894  VERT ORDER      -  SECOND    CLASS I
 DM9894
 DM9894  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DM9894  Standards:
 DM9894         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DM9894            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DM9894  -------------------------------------------------------------------
 DM9894  NETWORK    0.36   0.45           0.17   0.11   0.23      0.05132409
 DM9894  -------------------------------------------------------------------
 DM9894  Click here for local accuracies and other accuracy information.
 DM9894
 DM9894.The horizontal coordinates were established by GPS observations
 DM9894.and adjusted by the National Geodetic Survey in June 2012.
 DM9894
 DM9894.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DM9894.been affixed to the stable North American tectonic plate. See 
 DM9894.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DM9894
 DM9894.The horizontal coordinates are valid at the epoch date displayed above
 DM9894.which is a decimal equivalence of Year/Month/Day.
 DM9894
 DM9894.The orthometric height was determined by differential leveling and
 DM9894.adjusted by the NATIONAL GEODETIC SURVEY
 DM9894.in February 2020.
 DM9894
 DM9894.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM9894.GEOID18 height accuracy estimate available here.
 DM9894
 DM9894.Click photographs - Photos may exist for this station.
 DM9894
 DM9894.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DM9894
 DM9894.The Laplace correction was computed from DEFLEC18 derived deflections.
 DM9894
 DM9894.The ellipsoidal height was determined by GPS observations
 DM9894.and is referenced to NAD 83.
 DM9894
 DM9894.The dynamic height is computed by dividing the NAVD 88
 DM9894.geopotential number by the normal gravity value computed on the
 DM9894.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM9894.degrees latitude (g = 980.6199 gals.).
 DM9894
 DM9894.The modeled gravity was interpolated from observed gravity values.
 DM9894
 DM9894. The following values were computed from the NAD 83(2011) position.
 DM9894
 DM9894;                    North         East     Units Scale Factor Converg.
 DM9894;SPC MN C     -   258,763.881   769,228.996   MT  0.99992333   -0 17 22.6
 DM9894;SPC MN C     -   848,961.17  2,523,712.13   sFT  0.99992333   -0 17 22.6
 DM9894;UTM  15      - 5,142,895.394   373,197.783   MT  0.99979764   -1 11 45.1
 DM9894
 DM9894!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DM9894!SPC MN C     -   0.99994267  x   0.99992333  =   0.99986600
 DM9894!UTM  15      -   0.99994267  x   0.99979764  =   0.99974032
 DM9894
 DM9894:                Primary Azimuth Mark                     Grid Az
 DM9894:SPC MN C     -  1109 W                                   349 30 15.8
 DM9894:UTM  15      -  1109 W                                   350 24 38.3
 DM9894
 DM9894_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUM7319742895(NAD 83)
 DM9894
 DM9894|---------------------------------------------------------------------|
 DM9894| PID    Reference Object                     Distance      Geod. Az  |
 DM9894|                                                           dddmmss.s |
 DM9894| DM9893 1109 W                              APPROX. 1.6 KM 3491253.2 |
 DM9894|---------------------------------------------------------------------|
 DM9894
 DM9894                          SUPERSEDED SURVEY CONTROL
 DM9894
 DM9894  NAD 83(2007)-  46 25 39.79865(N)    094 39 01.30290(W) AD(2002.00) 1
 DM9894  ELLIP H (07/18/11)  365.800  (m)                       GP(2002.00) 4 1
 DM9894  NAVD 88 (05/02/18)  392.942  (m)         1289.18   (f) SUPERSEDED  2 1
 DM9894  NAVD 88 (02/06/13)  392.942  (m)         1289.18   (f) SUPERSEDED  2 1
 DM9894  NAVD 88             392.94   (m)         1289.2    (f) LEVELING    3  
 DM9894
 DM9894.Superseded values are not recommended for survey control.
 DM9894
 DM9894.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DM9894.See file dsdata.pdf to determine how the superseded data were derived.
 DM9894
 DM9894_MARKER: I = METAL ROD
 DM9894_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DM9894_STAMPING: 1109 X 2010
 DM9894_MARK LOGO: MNDT
 DM9894_PROJECTION: RECESSED 8 CENTIMETERS
 DM9894_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DM9894_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DM9894_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DM9894+SATELLITE: SATELLITE OBSERVATIONS - May 08, 2023
 DM9894_ROD/PIPE-DEPTH: 9.1 meters
 DM9894
 DM9894  HISTORY     - Date     Condition        Report By
 DM9894  HISTORY     - 20101213 MONUMENTED       MNDT
 DM9894  HISTORY     - 2010     GOOD             MNDT
 DM9894  HISTORY     - 20210630 GOOD             MNDT
 DM9894  HISTORY     - 20230508 GOOD             MNDT
 DM9894
 DM9894                          STATION DESCRIPTION
 DM9894
 DM9894'DESCRIBED BY MN DEPT OF TRANSP 2010
 DM9894'THE MARK IS 7.0 MILES SOUTH OF LEADER, 7.0 MILES SOUTH ALONG TRUNK
 DM9894'HIGHWAY 64 FROM THE JUNCTION OF TRUNK HIGHWAY 64 AND COUNTY ROAD 103
 DM9894'IN LEADER, AT TRUNK HIGHWAY 64 MILEPOINT 5.95, 69.5 FEET WEST OF TRUNK
 DM9894'HIGHWAY 64, 10.5 FEET NORTH OF 104TH STREET SOUTHWEST, 2.7 FEET EAST
 DM9894'OF WITNESS POST.
 DM9894
 DM9894                          STATION RECOVERY (2010)
 DM9894
 DM9894'RECOVERY NOTE BY MN DEPT OF TRANSP 2010 (CAS)
 DM9894'RECOVERED AS DESCRIBED.
 DM9894'
 DM9894'NOTE - THE STATION MARK CONSISTS OF A 3/4 INCH (19 MM) DIAMETER
 DM9894'ALUMINUM ROD DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL MARK
 DM9894'REMOVABLE DISK SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY
 DM9894'A SIX-INCH PVC PIPE BACKFILLED WITH WASHED SAND.
 DM9894
 DM9894                          STATION RECOVERY (2021)
 DM9894
 DM9894'RECOVERY NOTE BY MN DEPT OF TRANSP 2021 (KMS)
 DM9894'RECOVERED IN GOOD CONDITION.
 DM9894
 DM9894                          STATION RECOVERY (2023)
 DM9894
 DM9894'RECOVERY NOTE BY MN DEPT OF TRANSP 2023 (AJH)
 DM9894'7.0 MI (11.3 KM) SOUTH OF LEADER, 7.0 MI (11.3 KM) SOUTH ALONG TRUNK
 DM9894'HIGHWAY 64 FROM THE JUNCTION OF TRUNK HIGHWAY 64 AND COUNTY ROAD 103
 DM9894'IN LEADER, AT TRUNK HIGHWAY 64 MILE POINT 5.95, 69.5 FT (21.2 M) WEST
 DM9894'OF TRUNK HIGHWAY 64, 10.5 FT (3.2 M) NORTH OF 104TH STREET SOUTHWEST,
 DM9894'2.7 FT (0.8 M) EAST OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 QO1559 ***********************************************************************
 QO1559  DESIGNATION -  111
 QO1559  PID         -  QO1559
 QO1559  STATE/COUNTY-  MN/CHISAGO
 QO1559  COUNTRY     -  US
 QO1559  USGS QUAD   -  NORTH BRANCH (2019)
 QO1559
 QO1559                         *CURRENT SURVEY CONTROL
 QO1559  ______________________________________________________________________
 QO1559* NAD 83(1996) POSITION- 45 34 35.76128(N) 092 59 19.72335(W)   ADJUSTED
 QO1559* NAVD 88 ORTHO HEIGHT -   280.0   (meters)      919.    (feet) VERTCON3
 QO1559  ______________________________________________________________________
 QO1559  GEOID HEIGHT    -        -28.066 (meters)                     GEOID18
 QO1559  LAPLACE CORR    -          9.69  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 QO1559.GEOID18 height accuracy estimate available here.
 QO1559
 QO1559.Click photographs - Photos may exist for this station.
 QO1559
 QO1559.The Laplace correction was computed from DEFLEC18 derived deflections.
 QO1559
 QO1559. The following values were computed from the NAD 83(1996) position.
 QO1559
 QO1559;                    North         East     Units Scale Factor Converg.
 QO1559;SPC MN C     -   164,871.442   898,434.977   MT  1.00000892   +0 54 44.4
 QO1559;SPC MN C     -   540,915.72  2,947,615.42   sFT  1.00000892   +0 54 44.4
 QO1559;SPC WI C     -   198,011.814   366,766.259   MT  1.00001549   -2 06 31.8
 QO1559;SPC WI C     -   649,643.76  1,203,298.97   sFT  1.00001549   -2 06 31.8
 QO1559;UTM  15      - 5,047,006.699   500,872.893   MT  0.99960001   +0 00 28.8
 QO1559
 QO1559!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QO1559!SPC MN C     -   0.99996051  x   1.00000892  =   0.99996943
 QO1559!SPC WI C     -   0.99996051  x   1.00001549  =   0.99997600
 QO1559!UTM  15      -   0.99996051  x   0.99960001  =   0.99956054
 QO1559
 QO1559:                Primary Azimuth Mark                     Grid Az
 QO1559:SPC MN C     -  HARRIS                                   142 10 33.2
 QO1559:SPC WI C     -  HARRIS                                   145 11 49.4
 QO1559:UTM  15      -  HARRIS                                   143 04 48.8
 QO1559
 QO1559_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWL0087247006(NAD 83)
 QO1559
 QO1559|---------------------------------------------------------------------|
 QO1559| PID    Reference Object                     Distance      Geod. Az  |
 QO1559|                                                           dddmmss.s |
 QO1559| QO1557 HARRIS                              APPROX. 1.5 KM 1430517.6 |
 QO1559|---------------------------------------------------------------------|
 QO1559
 QO1559                          SUPERSEDED SURVEY CONTROL
 QO1559
 QO1559  NAD 83(1991)-  45 34 35.75205(N)    092 59 19.71456(W) AD(       ) 2
 QO1559  NAD 83(1986)-  45 34 35.75080(N)    092 59 19.71605(W) AD(       ) 2
 QO1559  NAD 27      -  45 34 35.88790(N)    092 59 18.94260(W) AD(       ) 2
 QO1559  NGVD 29 (07/19/86)  279.9    (m)          918.     (f) VERT ANG       
 QO1559
 QO1559.Superseded values are not recommended for survey control.
 QO1559
 QO1559.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QO1559.See file dsdata.pdf to determine how the superseded data were derived.
 QO1559
 QO1559_MARKER: I = METAL ROD
 QO1559_SETTING: 0 = UNSPECIFIED SETTING
 QO1559_STAMPING: UNSTAMPED
 QO1559_MARK LOGO: MNHD
 QO1559_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QO1559
 QO1559  HISTORY     - Date     Condition        Report By
 QO1559  HISTORY     - 1959     MONUMENTED       MNHD
 QO1559  HISTORY     - 20070613 MARK NOT FOUND   MNDT
 QO1559
 QO1559                          STATION DESCRIPTION
 QO1559
 QO1559'DESCRIBED BY MN HIGHWAY DEPT 1959 (NJF)
 QO1559'STATION IS SITUATED APPROX. 1 MILE SOUTHWEST OF TOWN OF HARRIS.
 QO1559'
 QO1559'TO REACH FROM JUNCTION OF HIGHWAY 61 AND CHISAGO COUNTY ROAD
 QO1559'10 IN TOWN OF HARRIS, GO SOUTHWEST FOR 0.7 MILE ON CHISAGO
 QO1559'COUNTY ROAD 10 TO FARM ON THE LEFT.  TURN LEFT (SOUTH) FOR
 QO1559'0.1 MILE, THROUGH FARMYARD TO STATION ON FIELD LINE.  REFERENCE
 QO1559'BY A NAIL AND BRASS CAP IN A FENCE CORNER POST 52.87 FEET
 QO1559'NORTH.  A NAIL AND BRASS CAP IN A FENCE POST 63.03 FEET
 QO1559'NORTH-NORTHWEST.  A NAIL AND BRASS CAP IN A FENCE POST
 QO1559'91.75 FEET NORTHWEST.
 QO1559'
 QO1559'STATION IS A 3/4 IN X 3 FT IRON ROD 0.75 FEET BELOW GROUND
 QO1559'LEVEL.
 QO1559'
 QO1559'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 QO1559
 QO1559                          STATION RECOVERY (2007)
 QO1559
 QO1559'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (JJB)
 QO1559'1.0 MILES SOUTHWEST OF HARRIS, 0.7 MILES SOUTHWEST OF JUNCTION OF
 QO1559'TRUNK HIGHWAY 61 AND CHISAGO COUNTY ROAD 10 AT HARRIS, 0.1 MILES SOUTH
 QO1559'OF COUNTY ROAD 10, ON FIELD LINE, 52.9 FEET SOUTH OF CORNER FENCE
 QO1559'POST, 63.0 FEET SOUTH-SOUTHEAST OF FENCE POST, 91.8 FEET SOUTHEAST OF
 QO1559'FENCE POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DK6146 ***********************************************************************
 DK6146  DESIGNATION -  111 KW
 DK6146  PID         -  DK6146
 DK6146  STATE/COUNTY-  MN/MARSHALL
 DK6146  COUNTRY     -  US
 DK6146  USGS QUAD   -  NEWFOLDEN (2019)
 DK6146
 DK6146                         *CURRENT SURVEY CONTROL
 DK6146  ______________________________________________________________________
 DK6146* NAD 83(2011) POSITION- 48 19 35.78490(N) 096 22 13.69594(W)   ADJUSTED
 DK6146* NAD 83(2011) ELLIP HT-   304.565 (meters)        (06/27/12)   ADJUSTED
 DK6146* NAD 83(2011) EPOCH   -  2010.00
 DK6146* NAVD 88 ORTHO HEIGHT -   331.8   (meters)     1089.    (feet) GPS OBS
 DK6146  ______________________________________________________________________
 DK6146  NAVD 88 orthometric height was determined with geoid model    GEOID03
 DK6146  GEOID HEIGHT    -        -27.183 (meters)                     GEOID03
 DK6146  GEOID HEIGHT    -        -27.191 (meters)                     GEOID18
 DK6146  NAD 83(2011) X  -   -471,440.010 (meters)                     COMP
 DK6146  NAD 83(2011) Y  - -4,222,626.995 (meters)                     COMP
 DK6146  NAD 83(2011) Z  -  4,741,327.295 (meters)                     COMP
 DK6146  LAPLACE CORR    -          0.97  (seconds)                    DEFLEC18
 DK6146
 DK6146  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DK6146  Standards:
 DK6146         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DK6146            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DK6146  -------------------------------------------------------------------
 DK6146  NETWORK    0.83   0.61           0.36   0.32   0.31      0.11149816
 DK6146  -------------------------------------------------------------------
 DK6146  Click here for local accuracies and other accuracy information.
 DK6146
 DK6146.The horizontal coordinates were established by GPS observations
 DK6146.and adjusted by the National Geodetic Survey in June 2012.
 DK6146
 DK6146.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DK6146.been affixed to the stable North American tectonic plate. See 
 DK6146.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DK6146
 DK6146.The horizontal coordinates are valid at the epoch date displayed above
 DK6146.which is a decimal equivalence of Year/Month/Day.
 DK6146
 DK6146.The orthometric height was determined by GPS observations and a
 DK6146.high-resolution geoid model.
 DK6146
 DK6146.Significant digits in the geoid height do not necessarily reflect accuracy.
 DK6146.GEOID18 height accuracy estimate available here.
 DK6146
 DK6146.Click photographs - Photos may exist for this station.
 DK6146
 DK6146.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DK6146
 DK6146.The Laplace correction was computed from DEFLEC18 derived deflections.
 DK6146
 DK6146.The ellipsoidal height was determined by GPS observations
 DK6146.and is referenced to NAD 83.
 DK6146
 DK6146. The following values were computed from the NAD 83(2011) position.
 DK6146
 DK6146;                    North         East     Units Scale Factor Converg.
 DK6146;SPC MN N     -   308,203.624   557,571.396   MT  0.99993957   -2 25 26.9
 DK6146;SPC MN N     - 1,011,164.72  1,829,298.82   sFT  0.99993957   -2 25 26.9
 DK6146;UTM  14      - 5,355,944.025   694,901.890   MT  1.00006675   +1 57 53.0
 DK6146
 DK6146!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DK6146!SPC MN N     -   0.99995227  x   0.99993957  =   0.99989184
 DK6146!UTM  14      -   0.99995227  x   1.00006675  =   1.00001902
 DK6146
 DK6146_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UPU9490155944(NAD 83)
 DK6146
 DK6146                          SUPERSEDED SURVEY CONTROL
 DK6146
 DK6146  NAD 83(2007)-  48 19 35.78485(N)    096 22 13.69678(W) AD(2002.00) 1
 DK6146  ELLIP H (07/11/08)  304.596  (m)                       GP(2002.00) 1 1
 DK6146
 DK6146.Superseded values are not recommended for survey control.
 DK6146
 DK6146.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK6146.See file dsdata.pdf to determine how the superseded data were derived.
 DK6146
 DK6146_MARKER: DB = BENCH MARK DISK
 DK6146_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DK6146_STAMPING: 111 KW 1954 1087
 DK6146_MARK LOGO: USGS
 DK6146_PROJECTION: FLUSH
 DK6146_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DK6146_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DK6146+STABILITY: SURFACE MOTION
 DK6146_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DK6146+SATELLITE: SATELLITE OBSERVATIONS - October 20, 2021
 DK6146
 DK6146  HISTORY     - Date     Condition        Report By
 DK6146  HISTORY     - 1954     MONUMENTED       USGS
 DK6146  HISTORY     - 20071206 GOOD             MNDT
 DK6146  HISTORY     - 20211020 GOOD             MNDT
 DK6146
 DK6146                          STATION DESCRIPTION
 DK6146
 DK6146'DESCRIBED BY MN DEPT OF TRANSP 2007 (DJS)
 DK6146'2 MILES SOUTHWEST OF NEW FOLDEN, 2 MILES WEST ALONG COUNTY ROAD 28
 DK6146'FROM  TRUNK HIGHWAY 59 IN NEW FOLDEN THEN 2 MILES SOUTH ON 150 AV
 DK6146'NORTHWEST, 0.05 MILE SOUTH OF THE JUNCTION OF 150 AV AND 310 STREET,
 DK6146'324 FEET SOUTH OF 310 STREET NORTHWEST, 42 FEET WEST OF 150 AV
 DK6146'NORTHWEST, 6.5 FEET SOUTH OF POWER POLE, 1 FOOT EAST OF NORTH-SOUTH
 DK6146'FENCE.
 DK6146
 DK6146                          STATION RECOVERY (2021)
 DK6146
 DK6146'RECOVERY NOTE BY MN DEPT OF TRANSP 2021 (DAS)
 DK6146'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DP7064 ***********************************************************************
 DP7064  DESIGNATION -  111 RESET
 DP7064  PID         -  DP7064
 DP7064  STATE/COUNTY-  MN/WILKIN
 DP7064  COUNTRY     -  US
 DP7064  USGS QUAD   -  SOUTH OF WAHPETON (2019)
 DP7064
 DP7064                         *CURRENT SURVEY CONTROL
 DP7064  ______________________________________________________________________
 DP7064* NAD 83(2011) POSITION- 46 11 44.48903(N) 096 34 32.38306(W)   ADJUSTED
 DP7064* NAD 83(2011) ELLIP HT-   267.273 (meters)        (04/23/15)   ADJUSTED
 DP7064* NAD 83(2011) EPOCH   -  2010.00
 DP7064* NAVD 88 ORTHO HEIGHT -   294.1   (meters)      965.    (feet) GPS OBS
 DP7064  ______________________________________________________________________
 DP7064  NAVD 88 orthometric height was determined with geoid model    GEOID12A
 DP7064  GEOID HEIGHT    -        -26.807 (meters)                     GEOID12A
 DP7064  GEOID HEIGHT    -        -26.806 (meters)                     GEOID18
 DP7064  NAD 83(2011) X  -   -506,481.438 (meters)                     COMP
 DP7064  NAD 83(2011) Y  - -4,393,736.844 (meters)                     COMP
 DP7064  NAD 83(2011) Z  -  4,580,523.706 (meters)                     COMP
 DP7064  LAPLACE CORR    -         -1.53  (seconds)                    DEFLEC18
 DP7064
 DP7064  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DP7064  Standards:
 DP7064         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DP7064            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DP7064  -------------------------------------------------------------------
 DP7064  NETWORK    0.65   0.78           0.30   0.20   0.40      0.32035658
 DP7064  -------------------------------------------------------------------
 DP7064  Click here for local accuracies and other accuracy information.
 DP7064
 DP7064.The horizontal coordinates were established by GPS observations
 DP7064.and adjusted by the MN DEPT OF TRANSP in April 2015.
 DP7064
 DP7064.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DP7064.been affixed to the stable North American tectonic plate. See 
 DP7064.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DP7064
 DP7064.The horizontal coordinates are valid at the epoch date displayed above
 DP7064.which is a decimal equivalence of Year/Month/Day.
 DP7064
 DP7064.The orthometric height was determined by GPS observations and a
 DP7064.high-resolution geoid model.
 DP7064
 DP7064.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP7064.GEOID18 height accuracy estimate available here.
 DP7064
 DP7064.Click photographs - Photos may exist for this station.
 DP7064
 DP7064.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DP7064
 DP7064.The Laplace correction was computed from DEFLEC18 derived deflections.
 DP7064
 DP7064.The ellipsoidal height was determined by GPS observations
 DP7064.and is referenced to NAD 83.
 DP7064
 DP7064. The following values were computed from the NAD 83(2011) position.
 DP7064
 DP7064;                    North         East     Units Scale Factor Converg.
 DP7064;SPC MN C     -   235,531.365   620,521.975   MT  0.99992496   -1 40 56.5
 DP7064;SPC MN C     -   772,739.15  2,035,829.18   sFT  0.99992496   -1 40 56.5
 DP7064;UTM  14      - 5,118,647.479   687,056.959   MT  1.00003015   +1 45 00.6
 DP7064
 DP7064!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DP7064!SPC MN C     -   0.99995810  x   0.99992496  =   0.99988307
 DP7064!UTM  14      -   0.99995810  x   1.00003015  =   0.99998825
 DP7064
 DP7064_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPS8705618647(NAD 83)
 DP7064
 DP7064                          SUPERSEDED SURVEY CONTROL
 DP7064
 DP7064.No superseded survey control is available for this station.
 DP7064
 DP7064_MARKER: F = FLANGE-ENCASED ROD
 DP7064_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 DP7064+WITH SETTING: INFORMATION.
 DP7064_STAMPING: 111 RESET 2010
 DP7064_MARK LOGO: MNDT
 DP7064_PROJECTION: RECESSED 8 CENTIMETERS
 DP7064_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DP7064_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DP7064_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP7064+SATELLITE: SATELLITE OBSERVATIONS - June 22, 2021
 DP7064
 DP7064  HISTORY     - Date     Condition        Report By
 DP7064  HISTORY     - 20101006 MONUMENTED       MNDT
 DP7064  HISTORY     - 20130716 GOOD             MNDT
 DP7064  HISTORY     - 20210622 GOOD             MNDT
 DP7064
 DP7064                          STATION DESCRIPTION
 DP7064
 DP7064'DESCRIBED BY MN DEPT OF TRANSP 2013 (PXK)
 DP7064'5.0 MILES SOUTH OF BRECKENRIDGE, 4.25 MILES SOUTH ALONG COUNTY ROAD 9
 DP7064'FROM JUNCTION OF COUNTY ROAD 9 AND TRUNK HIGHWAY 9/75 AT SOUTH END OF
 DP7064'BRECKENRIDGE, 72.5 FEET WEST OF COUNTY ROAD 9, 59.0 FEET SOUTH OF
 DP7064'400TH STREET, 9.7 FEET SOUTH-SOUTHEAST OF CABLE PEDESTAL, 3.0 FEET
 DP7064'SOUTH OF WITNESS POST.  ROD DEPTH UNKNOWN.
 DP7064
 DP7064                          STATION RECOVERY (2021)
 DP7064
 DP7064'RECOVERY NOTE BY MN DEPT OF TRANSP 2021 (DAS)
 DP7064'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DQ4123 ***********************************************************************
 DQ4123  DESIGNATION -  1110 A RESET
 DQ4123  PID         -  DQ4123
 DQ4123  STATE/COUNTY-  MN/CASS
 DQ4123  COUNTRY     -  US
 DQ4123  USGS QUAD   -  JENKINS (2019)
 DQ4123
 DQ4123                         *CURRENT SURVEY CONTROL
 DQ4123  ______________________________________________________________________
 DQ4123* NAD 83(2011) POSITION- 46 43 59.32299(N) 094 21 52.39795(W)   ADJUSTED
 DQ4123* NAD 83(2011) ELLIP HT-   373.731 (meters)        (03/13/20)   ADJUSTED
 DQ4123* NAD 83(2011) EPOCH   -  2010.00
 DQ4123* NAVD 88 ORTHO HEIGHT -   401.623 (meters)     1317.66  (feet) ADJUSTED
 DQ4123  ______________________________________________________________________
 DQ4123  GEOID HEIGHT    -        -27.901 (meters)                     GEOID18
 DQ4123  NAD 83(2011) X  -   -333,296.670 (meters)                     COMP
 DQ4123  NAD 83(2011) Y  - -4,366,892.119 (meters)                     COMP
 DQ4123  NAD 83(2011) Z  -  4,621,754.471 (meters)                     COMP
 DQ4123  LAPLACE CORR    -         -1.58  (seconds)                    DEFLEC18
 DQ4123  DYNAMIC HEIGHT  -        401.643 (meters)     1317.72  (feet) COMP
 DQ4123  MODELED GRAVITY -    980,653.1   (mgal)                       NAVD 88
 DQ4123
 DQ4123  VERT ORDER      -  SECOND    CLASS I
 DQ4123
 DQ4123  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DQ4123  Standards:
 DQ4123         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DQ4123            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DQ4123  -------------------------------------------------------------------
 DQ4123  NETWORK    0.40   1.06           0.18   0.14   0.54     -0.07380073
 DQ4123  -------------------------------------------------------------------
 DQ4123  Click here for local accuracies and other accuracy information.
 DQ4123
 DQ4123.The horizontal coordinates were established by GPS observations
 DQ4123.and adjusted by the MN DEPT OF TRANSP in March 2020.
 DQ4123
 DQ4123.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DQ4123.been affixed to the stable North American tectonic plate. See 
 DQ4123.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DQ4123
 DQ4123.The horizontal coordinates are valid at the epoch date displayed above
 DQ4123.which is a decimal equivalence of Year/Month/Day.
 DQ4123
 DQ4123.The orthometric height was determined by differential leveling and
 DQ4123.adjusted by the NATIONAL GEODETIC SURVEY
 DQ4123.in February 2020.
 DQ4123
 DQ4123.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ4123.GEOID18 height accuracy estimate available here.
 DQ4123
 DQ4123.Click photographs - Photos may exist for this station.
 DQ4123
 DQ4123.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DQ4123
 DQ4123.The Laplace correction was computed from DEFLEC18 derived deflections.
 DQ4123
 DQ4123.The ellipsoidal height was determined by GPS observations
 DQ4123.and is referenced to NAD 83.
 DQ4123
 DQ4123.The dynamic height is computed by dividing the NAVD 88
 DQ4123.geopotential number by the normal gravity value computed on the
 DQ4123.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ4123.degrees latitude (g = 980.6199 gals.).
 DQ4123
 DQ4123.The modeled gravity was interpolated from observed gravity values.
 DQ4123
 DQ4123. The following values were computed from the NAD 83(2011) position.
 DQ4123
 DQ4123;                    North         East     Units Scale Factor Converg.
 DQ4123;SPC MN C     -   292,641.826   791,244.597   MT  0.99994616   -0 04 58.3
 DQ4123;SPC MN C     -   960,109.06  2,595,941.65   sFT  0.99994616   -0 04 58.3
 DQ4123;UTM  15      - 5,176,414.296   395,744.118   MT  0.99973360   -0 59 37.4
 DQ4123
 DQ4123!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DQ4123!SPC MN C     -   0.99994142  x   0.99994616  =   0.99988758
 DQ4123!UTM  15      -   0.99994142  x   0.99973360  =   0.99967503
 DQ4123
 DQ4123_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUM9574476414(NAD 83)
 DQ4123
 DQ4123                          SUPERSEDED SURVEY CONTROL
 DQ4123
 DQ4123  NAVD 88 (05/02/18)  401.630  (m)         1317.68   (f) SUPERSEDED  2 1
 DQ4123
 DQ4123.Superseded values are not recommended for survey control.
 DQ4123
 DQ4123.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DQ4123.See file dsdata.pdf to determine how the superseded data were derived.
 DQ4123
 DQ4123_MARKER: I = METAL ROD
 DQ4123_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DQ4123_STAMPING: 1110 A RESET 2014
 DQ4123_MARK LOGO: MNDT
 DQ4123_PROJECTION: RECESSED 8 CENTIMETERS
 DQ4123_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DQ4123_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ4123_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ4123+SATELLITE: SATELLITE OBSERVATIONS - May 11, 2023
 DQ4123_ROD/PIPE-DEPTH: 22.9 meters
 DQ4123
 DQ4123  HISTORY     - Date     Condition        Report By
 DQ4123  HISTORY     - 20140819 MONUMENTED       MNDT
 DQ4123  HISTORY     - 20170826 GOOD             MNDT
 DQ4123  HISTORY     - 20230511 GOOD             MNDT
 DQ4123
 DQ4123                          STATION DESCRIPTION
 DQ4123
 DQ4123'DESCRIBED BY MN DEPT OF TRANSP 2014
 DQ4123'THE MARK IS LOCATED ABOUT 2.0 MI (3.2 KM) EAST-NORTHEAST OF PINE
 DQ4123'RIVER.
 DQ4123'
 DQ4123'TO REACH THE MARK GO 2.7 MI (4.3 KM) EAST AND NORTH ALONG TRUNK
 DQ4123'HIGHWAY 84 FROM THE JUNCTION OF TRUNK HIGHWAY 84 AND TRUNK HIGHWAY 371
 DQ4123'IN PINE RIVER TO TRUNK HIGHWAY 84 MILE POINT 2.70, THEN 0.05 MI (0.08
 DQ4123'KM) EAST ALONG 20TH STREET SOUTHWEST.
 DQ4123'
 DQ4123'THE MARK IS LOCATED 60.5 FT (18.4 M) EAST OF POWER POLE WITH GUY WIRE,
 DQ4123'20.5 FT (6.2 M) NORTH OF 20TH STREET SOUTHWEST, 2.0 FT (0.6 M) SOUTH
 DQ4123'OF A WITNESS POST.
 DQ4123'
 DQ4123'NOTE-THE STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM ROD
 DQ4123'DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION REMOVABLE DISK
 DQ4123'SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH PVC
 DQ4123'PIPE BACK FILLED WITH WASHED SAND.
 DQ4123
 DQ4123                          STATION RECOVERY (2017)
 DQ4123
 DQ4123'RECOVERY NOTE BY MN DEPT OF TRANSP 2017 (TJS)
 DQ4123'RECOVERED AS DESCRIBED.
 DQ4123
 DQ4123                          STATION RECOVERY (2023)
 DQ4123
 DQ4123'RECOVERY NOTE BY MN DEPT OF TRANSP 2023 (TJD)
 DQ4123'2.0 MI (3.2 KM) EAST-NORTHEAST OF PINE RIVER, 2.7 MI (4.3 KM) EAST AND
 DQ4123'NORTH ALONG TRUNK HIGHWAY 84 FROM THE JUNCTION OF TRUNK HIGHWAY 84 AND
 DQ4123'TRUNK HIGHWAY 371 IN PINE RIVER TO TRUNK HIGHWAY 84 MILE POINT 2.70,
 DQ4123'THEN 0.05 MI (0.08 KM) EAST ALONG 20TH STREET SOUTHWEST, 60.5 FT (18.4
 DQ4123'M) EAST OF A POWER POLE WITH A GUY WIRE, 20.5 FT (6.2 M) NORTH OF 20TH
 DQ4123'STREET SOUTHWEST, 2.0 FT (0.6 M) SOUTH OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DQ4122 ***********************************************************************
 DQ4122  DESIGNATION -  1110 B RESET
 DQ4122  PID         -  DQ4122
 DQ4122  STATE/COUNTY-  MN/CASS
 DQ4122  COUNTRY     -  US
 DQ4122  USGS QUAD   -  JENKINS (2019)
 DQ4122
 DQ4122                         *CURRENT SURVEY CONTROL
 DQ4122  ______________________________________________________________________
 DQ4122* NAD 83(2011) POSITION- 46 44 52.62478(N) 094 21 53.68622(W)   ADJUSTED
 DQ4122* NAD 83(2011) ELLIP HT-   372.572 (meters)        (03/13/20)   ADJUSTED
 DQ4122* NAD 83(2011) EPOCH   -  2010.00
 DQ4122* NAVD 88 ORTHO HEIGHT -   400.502 (meters)     1313.98  (feet) ADJUSTED
 DQ4122  ______________________________________________________________________
 DQ4122  GEOID HEIGHT    -        -27.929 (meters)                     GEOID18
 DQ4122  NAD 83(2011) X  -   -333,232.651 (meters)                     COMP
 DQ4122  NAD 83(2011) Y  - -4,365,693.993 (meters)                     COMP
 DQ4122  NAD 83(2011) Z  -  4,622,881.651 (meters)                     COMP
 DQ4122  LAPLACE CORR    -         -1.57  (seconds)                    DEFLEC18
 DQ4122  DYNAMIC HEIGHT  -        400.522 (meters)     1314.05  (feet) COMP
 DQ4122  MODELED GRAVITY -    980,651.3   (mgal)                       NAVD 88
 DQ4122
 DQ4122  VERT ORDER      -  SECOND    CLASS I
 DQ4122
 DQ4122  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DQ4122  Standards:
 DQ4122         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DQ4122            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DQ4122  -------------------------------------------------------------------
 DQ4122  NETWORK    0.43   1.08           0.20   0.14   0.55     -0.06759935
 DQ4122  -------------------------------------------------------------------
 DQ4122  Click here for local accuracies and other accuracy information.
 DQ4122
 DQ4122.The horizontal coordinates were established by GPS observations
 DQ4122.and adjusted by the MN DEPT OF TRANSP in March 2020.
 DQ4122
 DQ4122.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DQ4122.been affixed to the stable North American tectonic plate. See 
 DQ4122.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DQ4122
 DQ4122.The horizontal coordinates are valid at the epoch date displayed above
 DQ4122.which is a decimal equivalence of Year/Month/Day.
 DQ4122
 DQ4122.The orthometric height was determined by differential leveling and
 DQ4122.adjusted by the NATIONAL GEODETIC SURVEY
 DQ4122.in February 2020.
 DQ4122
 DQ4122.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ4122.GEOID18 height accuracy estimate available here.
 DQ4122
 DQ4122.Click photographs - Photos may exist for this station.
 DQ4122
 DQ4122.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DQ4122
 DQ4122.The Laplace correction was computed from DEFLEC18 derived deflections.
 DQ4122
 DQ4122.The ellipsoidal height was determined by GPS observations
 DQ4122.and is referenced to NAD 83.
 DQ4122
 DQ4122.The dynamic height is computed by dividing the NAVD 88
 DQ4122.geopotential number by the normal gravity value computed on the
 DQ4122.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ4122.degrees latitude (g = 980.6199 gals.).
 DQ4122
 DQ4122.The modeled gravity was interpolated from observed gravity values.
 DQ4122
 DQ4122. The following values were computed from the NAD 83(2011) position.
 DQ4122
 DQ4122;                    North         East     Units Scale Factor Converg.
 DQ4122;SPC MN C     -   294,287.703   791,219.634   MT  0.99994799   -0 04 59.3
 DQ4122;SPC MN C     -   965,508.91  2,595,859.75   sFT  0.99994799   -0 04 59.3
 DQ4122;UTM  15      - 5,178,060.011   395,745.326   MT  0.99973359   -0 59 39.2
 DQ4122
 DQ4122!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DQ4122!SPC MN C     -   0.99994160  x   0.99994799  =   0.99988959
 DQ4122!UTM  15      -   0.99994160  x   0.99973359  =   0.99967521
 DQ4122
 DQ4122_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUM9574578060(NAD 83)
 DQ4122
 DQ4122                          SUPERSEDED SURVEY CONTROL
 DQ4122
 DQ4122  NAVD 88 (05/02/18)  400.508  (m)         1314.00   (f) SUPERSEDED  2 1
 DQ4122
 DQ4122.Superseded values are not recommended for survey control.
 DQ4122
 DQ4122.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DQ4122.See file dsdata.pdf to determine how the superseded data were derived.
 DQ4122
 DQ4122_MARKER: I = METAL ROD
 DQ4122_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DQ4122_STAMPING: 1110 B RESET 2014
 DQ4122_MARK LOGO: MNDT
 DQ4122_PROJECTION: RECESSED 8 CENTIMETERS
 DQ4122_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DQ4122_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ4122_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ4122+SATELLITE: SATELLITE OBSERVATIONS - May 11, 2023
 DQ4122_ROD/PIPE-DEPTH: 13.7 meters
 DQ4122
 DQ4122  HISTORY     - Date     Condition        Report By
 DQ4122  HISTORY     - 20140819 MONUMENTED       MNDT
 DQ4122  HISTORY     - 20170826 GOOD             MNDT
 DQ4122  HISTORY     - 20230511 GOOD             MNDT
 DQ4122
 DQ4122                          STATION DESCRIPTION
 DQ4122
 DQ4122'DESCRIBED BY MN DEPT OF TRANSP 2014
 DQ4122'THE MARK IS LOCATED ABOUT 2.75 MI (4.42 KM) EAST-NORTHEAST OF PINE
 DQ4122'RIVER.
 DQ4122'
 DQ4122'TO REACH THE MARK GO 3.75 MI (6.03 KM) EAST AND NORTH ALONG TRUNK
 DQ4122'HIGHWAY 84 FROM THE JUNCTION OF TRUNK HIGHWAY 84 AND TRUNK HIGHWAY 371
 DQ4122'IN PINE RIVER, AT TRUNK HIGHWAY 84 MILE POINT 3.75.
 DQ4122'
 DQ4122'THE MARK IS LOCATED 29.0 FT (8.8 M) EAST OF TRUNK HIGHWAY 84, 26.0 FT
 DQ4122'(7.9 M) NORTH OF DRIVEWAY NUMBER 01590, 2.4 FT (0.7 M) SOUTH OF A
 DQ4122'WITNESS POST.
 DQ4122'
 DQ4122'NOTE-THE STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM ROD
 DQ4122'DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION REMOVABLE DISK
 DQ4122'SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH PVC
 DQ4122'PIPE BACK FILLED WITH WASHED SAND.
 DQ4122
 DQ4122                          STATION RECOVERY (2017)
 DQ4122
 DQ4122'RECOVERY NOTE BY MN DEPT OF TRANSP 2017 (TJS)
 DQ4122'RECOVERED AS DESCRIBED.
 DQ4122
 DQ4122                          STATION RECOVERY (2023)
 DQ4122
 DQ4122'RECOVERY NOTE BY MN DEPT OF TRANSP 2023 (TJD)
 DQ4122'2.75 MI (4.42 KM) EAST-NORTHEAST OF PINE RIVER, 3.75 MI (6.03 KM) EAST
 DQ4122'AND NORTH ALONG TRUNK HIGHWAY 84 FROM THE JUNCTION OF TRUNK HIGHWAY 84
 DQ4122'AND TRUNK HIGHWAY 371 IN PINE RIVER, AT TRUNK HIGHWAY 84 MILE POINT
 DQ4122'3.75, 29.0 FT (8.8 M) EAST OF TRUNK HIGHWAY 84, 26.0 FT (7.9 M) NORTH
 DQ4122'OF DRIVEWAY NUMBER 01590, 2.4 FT (0.7 M) SOUTH OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DE8329 ***********************************************************************
 DE8329  DESIGNATION -  1110 C
 DE8329  PID         -  DE8329
 DE8329  STATE/COUNTY-  MN/CASS
 DE8329  COUNTRY     -  US
 DE8329  USGS QUAD   -  LAKE ADA (2019)
 DE8329
 DE8329                         *CURRENT SURVEY CONTROL
 DE8329  ______________________________________________________________________
 DE8329* NAD 83(2011) POSITION- 46 46 23.29624(N) 094 21 43.10938(W)   ADJUSTED
 DE8329* NAD 83(2011) ELLIP HT-   380.146 (meters)        (06/27/12)   ADJUSTED
 DE8329* NAD 83(2011) EPOCH   -  2010.00
 DE8329* NAVD 88 ORTHO HEIGHT -   408.115 (meters)     1338.96  (feet) ADJUSTED
 DE8329  ______________________________________________________________________
 DE8329  GEOID HEIGHT    -        -27.981 (meters)                     GEOID18
 DE8329  NAD 83(2011) X  -   -332,854.037 (meters)                     COMP
 DE8329  NAD 83(2011) Y  - -4,363,682.326 (meters)                     COMP
 DE8329  NAD 83(2011) Z  -  4,624,805.343 (meters)                     COMP
 DE8329  LAPLACE CORR    -         -1.85  (seconds)                    DEFLEC18
 DE8329  DYNAMIC HEIGHT  -        408.133 (meters)     1339.02  (feet) COMP
 DE8329  MODELED GRAVITY -    980,647.9   (mgal)                       NAVD 88
 DE8329
 DE8329  VERT ORDER      -  SECOND    CLASS I
 DE8329
 DE8329  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DE8329  Standards:
 DE8329         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DE8329            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DE8329  -------------------------------------------------------------------
 DE8329  NETWORK    0.37   0.65           0.17   0.12   0.33     -0.01629297
 DE8329  -------------------------------------------------------------------
 DE8329  Click here for local accuracies and other accuracy information.
 DE8329
 DE8329.The horizontal coordinates were established by GPS observations
 DE8329.and adjusted by the National Geodetic Survey in June 2012.
 DE8329
 DE8329.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DE8329.been affixed to the stable North American tectonic plate. See 
 DE8329.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DE8329
 DE8329.The horizontal coordinates are valid at the epoch date displayed above
 DE8329.which is a decimal equivalence of Year/Month/Day.
 DE8329
 DE8329.The orthometric height was determined by differential leveling and
 DE8329.adjusted by the NATIONAL GEODETIC SURVEY
 DE8329.in February 2020.
 DE8329
 DE8329.Significant digits in the geoid height do not necessarily reflect accuracy.
 DE8329.GEOID18 height accuracy estimate available here.
 DE8329
 DE8329.Click photographs - Photos may exist for this station.
 DE8329
 DE8329.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DE8329
 DE8329.The Laplace correction was computed from DEFLEC18 derived deflections.
 DE8329
 DE8329.The ellipsoidal height was determined by GPS observations
 DE8329.and is referenced to NAD 83.
 DE8329
 DE8329.The dynamic height is computed by dividing the NAVD 88
 DE8329.geopotential number by the normal gravity value computed on the
 DE8329.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE8329.degrees latitude (g = 980.6199 gals.).
 DE8329
 DE8329.The modeled gravity was interpolated from observed gravity values.
 DE8329
 DE8329. The following values were computed from the NAD 83(2011) position.
 DE8329
 DE8329;                    North         East     Units Scale Factor Converg.
 DE8329;SPC MN C     -   297,087.126   791,448.082   MT  0.99995126   -0 04 51.6
 DE8329;SPC MN C     -   974,693.35  2,596,609.25   sFT  0.99995126   -0 04 51.6
 DE8329;UTM  15      - 5,180,854.842   396,018.209   MT  0.99973289   -0 59 33.0
 DE8329
 DE8329!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE8329!SPC MN C     -   0.99994041  x   0.99995126  =   0.99989168
 DE8329!UTM  15      -   0.99994041  x   0.99973289  =   0.99967332
 DE8329
 DE8329:                Primary Azimuth Mark                     Grid Az
 DE8329:SPC MN C     -  1110 D                                   349 54 28.7
 DE8329:UTM  15      -  1110 D                                   350 49 10.1
 DE8329
 DE8329_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUM9601880854(NAD 83)
 DE8329
 DE8329|---------------------------------------------------------------------|
 DE8329| PID    Reference Object                     Distance      Geod. Az  |
 DE8329|                                                           dddmmss.s |
 DE8329| DE8330 1110 D                              APPROX. 1.0 KM 3494937.1 |
 DE8329|---------------------------------------------------------------------|
 DE8329
 DE8329                          SUPERSEDED SURVEY CONTROL
 DE8329
 DE8329  NAD 83(2007)-  46 46 23.29629(N)    094 21 43.10960(W) AD(2002.00) 0
 DE8329  ELLIP H (02/10/07)  380.191  (m)                       GP(2002.00)    
 DE8329  NAD 83(1996)-  46 46 23.29614(N)    094 21 43.10937(W) AD(       ) 1
 DE8329  ELLIP H (10/21/02)  380.225  (m)                       GP(       ) 3 2
 DE8329  NAVD 88 (05/02/18)  408.120  (m)         1338.97   (f) SUPERSEDED  2 1
 DE8329  NAVD 88 (08/10/04)  408.115  (m)         1338.96   (f) SUPERSEDED  2 1
 DE8329  NAVD 88             408.13   (m)         1339.0    (f) LEVELING    3  
 DE8329
 DE8329.Superseded values are not recommended for survey control.
 DE8329
 DE8329.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE8329.See file dsdata.pdf to determine how the superseded data were derived.
 DE8329
 DE8329_MARKER: DD = SURVEY DISK
 DE8329_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DE8329_STAMPING: 1110 C 1999
 DE8329_MARK LOGO: MNDT
 DE8329_PROJECTION: FLUSH
 DE8329_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DE8329_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DE8329_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE8329+SATELLITE: SATELLITE OBSERVATIONS - May 11, 2023
 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  HISTORY     - 20140819 GOOD             MNDT
 DE8329  HISTORY     - 20170827 GOOD             MNDT
 DE8329  HISTORY     - 20200122 GOOD             MNDT
 DE8329  HISTORY     - 20230511 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.
 DE8329
 DE8329                          STATION RECOVERY (2014)
 DE8329
 DE8329'RECOVERY NOTE BY MN DEPT OF TRANSP 2014 (KMS)
 DE8329'RECOVERED AS DESCRIBED.
 DE8329
 DE8329                          STATION RECOVERY (2017)
 DE8329
 DE8329'RECOVERY NOTE BY MN DEPT OF TRANSP 2017 (DJH)
 DE8329'RECOVERED AS DESCRIBED.
 DE8329
 DE8329                          STATION RECOVERY (2020)
 DE8329
 DE8329'RECOVERY NOTE BY MN DEPT OF TRANSP 2020 (KMS)
 DE8329'RECOVERED IN GOOD CONDITION.
 DE8329
 DE8329                          STATION RECOVERY (2023)
 DE8329
 DE8329'RECOVERY NOTE BY MN DEPT OF TRANSP 2023 (TJD)
 DE8329'4.0 MI (6.4 KM) NORTHEAST OF PINE RIVER, 5.55 MI (8.93 KM) EAST AND
 DE8329'NORTH ALONG TRUNK HIGHWAY 84 FROM THE JUNCTION OF TRUNK HIGHWAY 84 AND
 DE8329'TRUNK HIGHWAY 371 IN THE PINE RIVER, AT TRUNK HIGHWAY 84 MILE POINT
 DE8329'5.55, 32.5 FT (9.9 M) EAST-NORTHEAST OF TRUNK HIGHWAY 84, 104.5 FT
 DE8329'(31.9 M) NORTHEAST OF A POWER POLE, 3.2 FT (1.0 M) NORTH OF A WITNESS
 DE8329'POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DQ4119 ***********************************************************************
 DQ4119  DESIGNATION -  1110 D RESET
 DQ4119  PID         -  DQ4119
 DQ4119  STATE/COUNTY-  MN/CASS
 DQ4119  COUNTRY     -  US
 DQ4119  USGS QUAD   -  LAKE ADA (2019)
 DQ4119
 DQ4119                         *CURRENT SURVEY CONTROL
 DQ4119  ______________________________________________________________________
 DQ4119* NAD 83(2011) POSITION- 46 46 56.56154(N) 094 21 51.79826(W)   ADJUSTED
 DQ4119* NAD 83(2011) ELLIP HT-   385.197 (meters)        (03/13/20)   ADJUSTED
 DQ4119* NAD 83(2011) EPOCH   -  2010.00
 DQ4119* NAVD 88 ORTHO HEIGHT -   413.193 (meters)     1355.62  (feet) ADJUSTED
 DQ4119  ______________________________________________________________________
 DQ4119  GEOID HEIGHT    -        -27.997 (meters)                     GEOID18
 DQ4119  NAD 83(2011) X  -   -332,981.153 (meters)                     COMP
 DQ4119  NAD 83(2011) Y  - -4,362,925.338 (meters)                     COMP
 DQ4119  NAD 83(2011) Z  -  4,625,512.536 (meters)                     COMP
 DQ4119  LAPLACE CORR    -         -2.06  (seconds)                    DEFLEC18
 DQ4119  DYNAMIC HEIGHT  -        413.212 (meters)     1355.68  (feet) COMP
 DQ4119  MODELED GRAVITY -    980,646.8   (mgal)                       NAVD 88
 DQ4119
 DQ4119  VERT ORDER      -  SECOND    CLASS I
 DQ4119
 DQ4119  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DQ4119  Standards:
 DQ4119         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DQ4119            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DQ4119  -------------------------------------------------------------------
 DQ4119  NETWORK    0.41   1.06           0.19   0.14   0.54     -0.02824215
 DQ4119  -------------------------------------------------------------------
 DQ4119  Click here for local accuracies and other accuracy information.
 DQ4119
 DQ4119.The horizontal coordinates were established by GPS observations
 DQ4119.and adjusted by the MN DEPT OF TRANSP in March 2020.
 DQ4119
 DQ4119.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DQ4119.been affixed to the stable North American tectonic plate. See 
 DQ4119.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DQ4119
 DQ4119.The horizontal coordinates are valid at the epoch date displayed above
 DQ4119.which is a decimal equivalence of Year/Month/Day.
 DQ4119
 DQ4119.The orthometric height was determined by differential leveling and
 DQ4119.adjusted by the NATIONAL GEODETIC SURVEY
 DQ4119.in February 2020.
 DQ4119
 DQ4119.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ4119.GEOID18 height accuracy estimate available here.
 DQ4119
 DQ4119.Click photographs - Photos may exist for this station.
 DQ4119
 DQ4119.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DQ4119
 DQ4119.The Laplace correction was computed from DEFLEC18 derived deflections.
 DQ4119
 DQ4119.The ellipsoidal height was determined by GPS observations
 DQ4119.and is referenced to NAD 83.
 DQ4119
 DQ4119.The dynamic height is computed by dividing the NAVD 88
 DQ4119.geopotential number by the normal gravity value computed on the
 DQ4119.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ4119.degrees latitude (g = 980.6199 gals.).
 DQ4119
 DQ4119.The modeled gravity was interpolated from observed gravity values.
 DQ4119
 DQ4119. The following values were computed from the NAD 83(2011) position.
 DQ4119
 DQ4119;                    North         East     Units Scale Factor Converg.
 DQ4119;SPC MN C     -   298,114.558   791,265.232   MT  0.99995250   -0 04 57.9
 DQ4119;SPC MN C     -   978,064.18  2,596,009.35   sFT  0.99995250   -0 04 57.9
 DQ4119;UTM  15      - 5,181,884.827   395,851.764   MT  0.99973332   -0 59 39.8
 DQ4119
 DQ4119!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DQ4119!SPC MN C     -   0.99993962  x   0.99995250  =   0.99989213
 DQ4119!UTM  15      -   0.99993962  x   0.99973332  =   0.99967296
 DQ4119
 DQ4119_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUM9585181884(NAD 83)
 DQ4119
 DQ4119                          SUPERSEDED SURVEY CONTROL
 DQ4119
 DQ4119  NAVD 88 (05/02/18)  413.198  (m)         1355.63   (f) SUPERSEDED  2 1
 DQ4119
 DQ4119.Superseded values are not recommended for survey control.
 DQ4119
 DQ4119.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DQ4119.See file dsdata.pdf to determine how the superseded data were derived.
 DQ4119
 DQ4119_MARKER: I = METAL ROD
 DQ4119_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DQ4119_STAMPING: 1110 D RESET 2014
 DQ4119_MARK LOGO: MNDT
 DQ4119_PROJECTION: RECESSED 15 CENTIMETERS
 DQ4119_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DQ4119_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ4119_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ4119+SATELLITE: SATELLITE OBSERVATIONS - May 11, 2023
 DQ4119_ROD/PIPE-DEPTH: 24.4 meters
 DQ4119
 DQ4119  HISTORY     - Date     Condition        Report By
 DQ4119  HISTORY     - 20140819 MONUMENTED       MNDT
 DQ4119  HISTORY     - 20170827 GOOD             MNDT
 DQ4119  HISTORY     - 20230511 GOOD             MNDT
 DQ4119
 DQ4119                          STATION DESCRIPTION
 DQ4119
 DQ4119'DESCRIBED BY MN DEPT OF TRANSP 2014
 DQ4119'THE MARK IS LOCATED ABOUT 4.25 MI (6.84 KM) NORTHEAST OF PINE RIVER.
 DQ4119'
 DQ4119'TO REACH THE MARK GO 6.25 MI (10.06 KM) EAST AND NORTH ALONG TRUNK
 DQ4119'HIGHWAY 84 FROM THE JUNCTION OF TRUNK HIGHWAY 84 AND TRUNK HIGHWAY 371
 DQ4119'IN PINE RIVER, AT TRUNK HIGHWAY 84 MILE POINT 6.25.
 DQ4119'
 DQ4119'THE MARK IS LOCATED 95.0 FT (29.0 M) EAST OF TRUNK HIGHWAY 84, 3.0 FT
 DQ4119'(0.9 M) WEST OF A WITNESS POST.
 DQ4119'
 DQ4119'NOTE-THE STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM ROD
 DQ4119'DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION REMOVABLE DISK
 DQ4119'SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH PVC
 DQ4119'PIPE BACK FILLED WITH WASHED SAND.
 DQ4119
 DQ4119                          STATION RECOVERY (2017)
 DQ4119
 DQ4119'RECOVERY NOTE BY MN DEPT OF TRANSP 2017 (DJH)
 DQ4119'RECOVERED AS DESCRIBED.
 DQ4119
 DQ4119                          STATION RECOVERY (2023)
 DQ4119
 DQ4119'RECOVERY NOTE BY MN DEPT OF TRANSP 2023 (TJD)
 DQ4119'4.25 MI (6.84 KM) NORTHEAST OF PINE RIVER, 6.25 MI (10.06 KM) EAST AND
 DQ4119'NORTH ALONG TRUNK HIGHWAY 84 FROM THE JUNCTION OF TRUNK HIGHWAY 84 AND
 DQ4119'TRUNK HIGHWAY 371 IN PINE RIVER, AT TRUNK HIGHWAY 84 MILE POINT 6.25,
 DQ4119'95.0 FT (29.0 M) EAST OF TRUNK HIGHWAY 84, 3.0 FT (0.9 M) WEST OF A
 DQ4119'WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DE8331 ***********************************************************************
 DE8331  DESIGNATION -  1110 E
 DE8331  PID         -  DE8331
 DE8331  STATE/COUNTY-  MN/CASS
 DE8331  COUNTRY     -  US
 DE8331  USGS QUAD   -  LAKE ADA (2019)
 DE8331
 DE8331                         *CURRENT SURVEY CONTROL
 DE8331  ______________________________________________________________________
 DE8331* NAD 83(2011) POSITION- 46 47 29.94234(N) 094 21 52.00895(W)   ADJUSTED
 DE8331* NAD 83(2011) ELLIP HT-   378.171 (meters)        (03/13/20)   ADJUSTED
 DE8331* NAD 83(2011) EPOCH   -  2010.00
 DE8331* NAVD 88 ORTHO HEIGHT -   406.177 (meters)     1332.60  (feet) ADJUSTED
 DE8331  ______________________________________________________________________
 DE8331  GEOID HEIGHT    -        -28.014 (meters)                     GEOID18
 DE8331  NAD 83(2011) X  -   -332,928.069 (meters)                     COMP
 DE8331  NAD 83(2011) Y  - -4,362,171.083 (meters)                     COMP
 DE8331  NAD 83(2011) Z  -  4,626,213.250 (meters)                     COMP
 DE8331  LAPLACE CORR    -         -2.33  (seconds)                    DEFLEC18
 DE8331  DYNAMIC HEIGHT  -        406.195 (meters)     1332.66  (feet) COMP
 DE8331  MODELED GRAVITY -    980,646.2   (mgal)                       NAVD 88
 DE8331
 DE8331  VERT ORDER      -  SECOND    CLASS I
 DE8331
 DE8331  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DE8331  Standards:
 DE8331         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DE8331            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DE8331  -------------------------------------------------------------------
 DE8331  NETWORK    0.47   1.37           0.22   0.15   0.70     -0.01329156
 DE8331  -------------------------------------------------------------------
 DE8331  Click here for local accuracies and other accuracy information.
 DE8331
 DE8331.The horizontal coordinates were established by GPS observations
 DE8331.and adjusted by the MN DEPT OF TRANSP in March 2020.
 DE8331
 DE8331.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DE8331.been affixed to the stable North American tectonic plate. See 
 DE8331.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DE8331
 DE8331.The horizontal coordinates are valid at the epoch date displayed above
 DE8331.which is a decimal equivalence of Year/Month/Day.
 DE8331
 DE8331.The orthometric height was determined by differential leveling and
 DE8331.adjusted by the NATIONAL GEODETIC SURVEY
 DE8331.in February 2020.
 DE8331
 DE8331.Significant digits in the geoid height do not necessarily reflect accuracy.
 DE8331.GEOID18 height accuracy estimate available here.
 DE8331
 DE8331.Click photographs - Photos may exist for this station.
 DE8331
 DE8331.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DE8331
 DE8331.The Laplace correction was computed from DEFLEC18 derived deflections.
 DE8331
 DE8331.The ellipsoidal height was determined by GPS observations
 DE8331.and is referenced to NAD 83.
 DE8331
 DE8331.The dynamic height is computed by dividing the NAVD 88
 DE8331.geopotential number by the normal gravity value computed on the
 DE8331.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE8331.degrees latitude (g = 980.6199 gals.).
 DE8331
 DE8331.The modeled gravity was interpolated from observed gravity values.
 DE8331
 DE8331. The following values were computed from the NAD 83(2011) position.
 DE8331
 DE8331;                    North         East     Units Scale Factor Converg.
 DE8331;SPC MN C     -   299,145.302   791,262.252   MT  0.99995378   -0 04 58.0
 DE8331;SPC MN C     -   981,445.88  2,595,999.57   sFT  0.99995378   -0 04 58.0
 DE8331;UTM  15      - 5,182,915.261   395,865.183   MT  0.99973328   -0 59 40.5
 DE8331
 DE8331!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE8331!SPC MN C     -   0.99994072  x   0.99995378  =   0.99989451
 DE8331!UTM  15      -   0.99994072  x   0.99973328  =   0.99967402
 DE8331
 DE8331:                Primary Azimuth Mark                     Grid Az
 DE8331:SPC MN C     -  1110 D                                   179 50 06.3
 DE8331:UTM  15      -  1110 D                                   180 44 48.8
 DE8331
 DE8331_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUM9586582915(NAD 83)
 DE8331
 DE8331|---------------------------------------------------------------------|
 DE8331| PID    Reference Object                     Distance      Geod. Az  |
 DE8331|                                                           dddmmss.s |
 DE8331| DE8330 1110 D                              APPROX. 1.0 KM 1794508.3 |
 DE8331|---------------------------------------------------------------------|
 DE8331
 DE8331                          SUPERSEDED SURVEY CONTROL
 DE8331
 DE8331  NAD 83(2011)-  46 47 29.94134(N)    094 21 52.00890(W) AD(2010.00) 0
 DE8331  ELLIP H (06/27/12)  378.181  (m)                       GP(2010.00)    
 DE8331  NAD 83(2007)-  46 47 29.94138(N)    094 21 52.00928(W) AD(2002.00) 0
 DE8331  ELLIP H (02/10/07)  378.224  (m)                       GP(2002.00)    
 DE8331  NAD 83(1996)-  46 47 29.94123(N)    094 21 52.00910(W) AD(       ) 1
 DE8331  ELLIP H (10/21/02)  378.255  (m)                       GP(       ) 3 2
 DE8331  NAVD 88 (05/02/18)  406.181  (m)         1332.61   (f) SUPERSEDED  2 1
 DE8331  NAVD 88 (08/10/04)  406.176  (m)         1332.60   (f) SUPERSEDED  2 1
 DE8331  NAVD 88             406.19   (m)         1332.6    (f) LEVELING    3  
 DE8331
 DE8331.Superseded values are not recommended for survey control.
 DE8331
 DE8331.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE8331.See file dsdata.pdf to determine how the superseded data were derived.
 DE8331
 DE8331_MARKER: DD = SURVEY DISK
 DE8331_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DE8331_STAMPING: 1110 E 1999
 DE8331_MARK LOGO: MNDT
 DE8331_PROJECTION: RECESSED 3 CENTIMETERS
 DE8331_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DE8331_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DE8331_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE8331+SATELLITE: SATELLITE OBSERVATIONS - May 16, 2023
 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  HISTORY     - 20140820 GOOD             MNDT
 DE8331  HISTORY     - 20170827 GOOD             MNDT
 DE8331  HISTORY     - 20230516 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.
 DE8331
 DE8331                          STATION RECOVERY (2014)
 DE8331
 DE8331'RECOVERY NOTE BY MN DEPT OF TRANSP 2014 (KMS)
 DE8331'RECOVERED AS DESCRIBED.
 DE8331
 DE8331                          STATION RECOVERY (2017)
 DE8331
 DE8331'RECOVERY NOTE BY MN DEPT OF TRANSP 2017 (TJS)
 DE8331'RECOVERED AS DESCRIBED.
 DE8331
 DE8331                          STATION RECOVERY (2023)
 DE8331
 DE8331'RECOVERY NOTE BY MN DEPT OF TRANSP 2023 (TJD)
 DE8331'5.5 MI (8.8 KM) NORTH-NORTHEAST OF PINE RIVER, 6.95 MI (11.18 KM) EAST
 DE8331'AND NORTH ALONG TRUNK HIGHWAY 84 FROM THE JUNCTION OF TRUNK HIGHWAY 84
 DE8331'AND TRUNK HIGHWAY 371 IN PINE RIVER, AT TRUNK HIGHWAY 84 MILE POINT
 DE8331'6.95, 32.6 FT (9.9 M) WEST-SOUTHWEST OF TRUNK HIGHWAY 84, 0.95 MI
 DE8331'(1.53 KM) SOUTH OF COUNTY ROAD 79, 35.0 FT (10.7 M) NORTHEAST OF A
 DE8331'POWER POLE WITH A GUY WIRE, 2.6 FT (0.8 M) EAST-NORTHEAST OF A WITNESS
 DE8331'POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DQ4117 ***********************************************************************
 DQ4117  DESIGNATION -  1110 F RESET
 DQ4117  PID         -  DQ4117
 DQ4117  STATE/COUNTY-  MN/CASS
 DQ4117  COUNTRY     -  US
 DQ4117  USGS QUAD   -  LAKE ADA (2019)
 DQ4117
 DQ4117                         *CURRENT SURVEY CONTROL
 DQ4117  ______________________________________________________________________
 DQ4117* NAD 83(1986) POSITION- 46 49 12.83   (N) 094 22 11.21   (W)   HD_HELD1
 DQ4117* NAVD 88 ORTHO HEIGHT -   405.205 (meters)     1329.41  (feet) ADJUSTED
 DQ4117  ______________________________________________________________________
 DQ4117  GEOID HEIGHT    -        -28.050 (meters)                     GEOID18
 DQ4117  DYNAMIC HEIGHT  -        405.223 (meters)     1329.47  (feet) COMP
 DQ4117  MODELED GRAVITY -    980,646.1   (mgal)                       NAVD 88
 DQ4117
 DQ4117  VERT ORDER      -  SECOND    CLASS I
 DQ4117
 DQ4117.The horizontal coordinates were determined by differentially corrected
 DQ4117.hand held GPS observations or other comparable positioning techniques
 DQ4117.and have an estimated accuracy of +/- 3 meters.
 DQ4117
 DQ4117.The orthometric height was determined by differential leveling and
 DQ4117.adjusted by the NATIONAL GEODETIC SURVEY
 DQ4117.in February 2020.
 DQ4117
 DQ4117.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ4117.GEOID18 height accuracy estimate available here.
 DQ4117
 DQ4117.Click photographs - Photos may exist for this station.
 DQ4117
 DQ4117.The dynamic height is computed by dividing the NAVD 88
 DQ4117.geopotential number by the normal gravity value computed on the
 DQ4117.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ4117.degrees latitude (g = 980.6199 gals.).
 DQ4117
 DQ4117.The modeled gravity was interpolated from observed gravity values.
 DQ4117
 DQ4117;                    North         East    Units  Estimated Accuracy
 DQ4117;SPC MN C     -   302,322.9     790,859.8     MT  (+/- 3 meters HH1 GPS) 
 DQ4117
 DQ4117_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUM9551386098(NAD 83)
 DQ4117
 DQ4117                          SUPERSEDED SURVEY CONTROL
 DQ4117
 DQ4117  NAVD 88 (05/02/18)  405.207  (m)         1329.42   (f) SUPERSEDED  2 1
 DQ4117
 DQ4117.Superseded values are not recommended for survey control.
 DQ4117
 DQ4117.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DQ4117.See file dsdata.pdf to determine how the superseded data were derived.
 DQ4117
 DQ4117_MARKER: I = METAL ROD
 DQ4117_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DQ4117_STAMPING: 1110 F RESET 2014
 DQ4117_MARK LOGO: MNDT
 DQ4117_PROJECTION: RECESSED 8 CENTIMETERS
 DQ4117_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DQ4117_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ4117_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DQ4117+SATELLITE: SATELLITE OBSERVATIONS - May 16, 2023
 DQ4117_ROD/PIPE-DEPTH: 19.8 meters
 DQ4117
 DQ4117  HISTORY     - Date     Condition        Report By
 DQ4117  HISTORY     - 20140820 MONUMENTED       MNDT
 DQ4117  HISTORY     - 20230516 GOOD             MNDT
 DQ4117
 DQ4117                          STATION DESCRIPTION
 DQ4117
 DQ4117'DESCRIBED BY MN DEPT OF TRANSP 2014
 DQ4117'THE MARK IS LOCATED ABOUT 7.5 MI (12.1 KM) NORTH-NORTHEAST OF PINE
 DQ4117'RIVER.
 DQ4117'
 DQ4117'TO REACH THE MARK GO 8.95 MI (14.40 KM) EAST AND NORTH ALONG TRUNK
 DQ4117'HIGHWAY 84 FROM THE JUNCTION OF TRUNK HIGHWAY 84 AND TRUNK HIGHWAY 371
 DQ4117'IN PINE RIVER, AT TRUNK HIGHWAY 84 MILE POINT 8.95.
 DQ4117'
 DQ4117'THE MARK IS LOCATED 51.0 FT (15.5 M) WEST OF TRUNK HIGHWAY 84, 26.0 FT
 DQ4117'(7.9 M) NORTH OF NORMANS CROSSING ROAD NORTHWEST, 78.8 FT (24.0 M)
 DQ4117'WEST OF POWER POLE WITH GUY WIRE, 4.0 FT (1.2 M) WEST OF A WITNESS
 DQ4117'POST.
 DQ4117
 DQ4117                          STATION RECOVERY (2023)
 DQ4117
 DQ4117'RECOVERY NOTE BY MN DEPT OF TRANSP 2023 (TJD)
 DQ4117'7.5 MI (12.1 KM) NORTH-NORTHEAST OF PINE RIVER, 8.95 MI (14.40 KM)
 DQ4117'EAST AND NORTH ALONG TRUNK HIGHWAY 84 FROM THE JUNCTION OF TRUNK
 DQ4117'HIGHWAY 84 AND TRUNK HIGHWAY 371 IN PINE RIVER, AT TRUNK HIGHWAY 84
 DQ4117'MILE POINT 8.95, 51.0 FT (15.5 M) WEST OF TRUNK HIGHWAY 84, 26.0 FT
 DQ4117'(7.9 M) NORTH OF NORMANS CROSSING ROAD NORTHWEST, 78.8 FT (24.0 M)
 DQ4117'WEST OF A POWER POLE WITH A GUY WIRE, 4.0 FT (1.2 M) WEST OF A WITNESS
 DQ4117'POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DQ4115 ***********************************************************************
 DQ4115  DESIGNATION -  1110 G RESET
 DQ4115  PID         -  DQ4115
 DQ4115  STATE/COUNTY-  MN/CASS
 DQ4115  COUNTRY     -  US
 DQ4115  USGS QUAD   -  LAKE ADA (2019)
 DQ4115
 DQ4115                         *CURRENT SURVEY CONTROL
 DQ4115  ______________________________________________________________________
 DQ4115* NAD 83(2011) POSITION- 46 50 04.61039(N) 094 21 48.00375(W)   ADJUSTED
 DQ4115* NAD 83(2011) ELLIP HT-   378.190 (meters)        (03/13/20)   ADJUSTED
 DQ4115* NAD 83(2011) EPOCH   -  2010.00
 DQ4115* NAVD 88 ORTHO HEIGHT -   406.265 (meters)     1332.89  (feet) ADJUSTED
 DQ4115  ______________________________________________________________________
 DQ4115  GEOID HEIGHT    -        -28.071 (meters)                     GEOID18
 DQ4115  NAD 83(2011) X  -   -332,578.408 (meters)                     COMP
 DQ4115  NAD 83(2011) Y  - -4,358,705.060 (meters)                     COMP
 DQ4115  NAD 83(2011) Z  -  4,629,482.135 (meters)                     COMP
 DQ4115  LAPLACE CORR    -         -3.82  (seconds)                    DEFLEC18
 DQ4115  DYNAMIC HEIGHT  -        406.284 (meters)     1332.95  (feet) COMP
 DQ4115  MODELED GRAVITY -    980,647.5   (mgal)                       NAVD 88
 DQ4115
 DQ4115  VERT ORDER      -  SECOND    CLASS I
 DQ4115
 DQ4115  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DQ4115  Standards:
 DQ4115         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DQ4115            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DQ4115  -------------------------------------------------------------------
 DQ4115  NETWORK    0.48   1.23           0.22   0.16   0.63     -0.23364557
 DQ4115  -------------------------------------------------------------------
 DQ4115  Click here for local accuracies and other accuracy information.
 DQ4115
 DQ4115.The horizontal coordinates were established by GPS observations
 DQ4115.and adjusted by the MN DEPT OF TRANSP in March 2020.
 DQ4115
 DQ4115.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DQ4115.been affixed to the stable North American tectonic plate. See 
 DQ4115.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DQ4115
 DQ4115.The horizontal coordinates are valid at the epoch date displayed above
 DQ4115.which is a decimal equivalence of Year/Month/Day.
 DQ4115
 DQ4115.The orthometric height was determined by differential leveling and
 DQ4115.adjusted by the NATIONAL GEODETIC SURVEY
 DQ4115.in February 2020.
 DQ4115
 DQ4115.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ4115.GEOID18 height accuracy estimate available here.
 DQ4115
 DQ4115.Click photographs - Photos may exist for this station.
 DQ4115
 DQ4115.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DQ4115
 DQ4115.The Laplace correction was computed from DEFLEC18 derived deflections.
 DQ4115
 DQ4115.The ellipsoidal height was determined by GPS observations
 DQ4115.and is referenced to NAD 83.
 DQ4115
 DQ4115.The dynamic height is computed by dividing the NAVD 88
 DQ4115.geopotential number by the normal gravity value computed on the
 DQ4115.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ4115.degrees latitude (g = 980.6199 gals.).
 DQ4115
 DQ4115.The modeled gravity was interpolated from observed gravity values.
 DQ4115
 DQ4115. The following values were computed from the NAD 83(2011) position.
 DQ4115
 DQ4115;                    North         East     Units Scale Factor Converg.
 DQ4115;SPC MN C     -   303,921.084   791,354.027   MT  0.99996005   -0 04 55.1
 DQ4115;SPC MN C     -   997,114.42  2,596,300.67   sFT  0.99996005   -0 04 55.1
 DQ4115;UTM  15      - 5,187,687.908   396,032.936   MT  0.99973285   -0 59 40.1
 DQ4115
 DQ4115!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DQ4115!SPC MN C     -   0.99994072  x   0.99996005  =   0.99990077
 DQ4115!UTM  15      -   0.99994072  x   0.99973285  =   0.99967359
 DQ4115
 DQ4115_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUM9603287687(NAD 83)
 DQ4115
 DQ4115                          SUPERSEDED SURVEY CONTROL
 DQ4115
 DQ4115  NAVD 88 (05/02/18)  406.267  (m)         1332.89   (f) SUPERSEDED  2 1
 DQ4115
 DQ4115.Superseded values are not recommended for survey control.
 DQ4115
 DQ4115.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DQ4115.See file dsdata.pdf to determine how the superseded data were derived.
 DQ4115
 DQ4115_MARKER: I = METAL ROD
 DQ4115_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DQ4115_STAMPING: 1110 G RESET 2014
 DQ4115_MARK LOGO: MNDT
 DQ4115_PROJECTION: RECESSED 8 CENTIMETERS
 DQ4115_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DQ4115_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ4115_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ4115+SATELLITE: SATELLITE OBSERVATIONS - May 16, 2023
 DQ4115_ROD/PIPE-DEPTH: 35.1 meters
 DQ4115
 DQ4115  HISTORY     - Date     Condition        Report By
 DQ4115  HISTORY     - 20140820 MONUMENTED       MNDT
 DQ4115  HISTORY     - 20170827 GOOD             MNDT
 DQ4115  HISTORY     - 20230516 GOOD             MNDT
 DQ4115
 DQ4115                          STATION DESCRIPTION
 DQ4115
 DQ4115'DESCRIBED BY MN DEPT OF TRANSP 2014
 DQ4115'THE MARK IS LOCATED ABOUT 8.5 MI (13.7 KM) NORTH-NORTHEAST OF PINE
 DQ4115'RIVER.
 DQ4115'
 DQ4115'TO REACH THE MARK GO 10.05 MI (16.17 KM) EAST AND NORTH ALONG TRUNK
 DQ4115'HIGHWAY 84 FROM THE JUNCTION OF TRUNK HIGHWAY 84 AND TRUNK HIGHWAY 371
 DQ4115'IN PINE RIVER, AT TRUNK HIGHWAY 84 MILE POINT 10.05, 71.0 FT (21.6 M)
 DQ4115'NORTHWEST OF TRUNK HIGHWAY 84.
 DQ4115'
 DQ4115'THE MARK IS LOCATED 21.2 FT (6.5 M) WEST OF 16TH AVENUE NORTHWEST,
 DQ4115'13.0 FT (4.0 M) NORTH OF POWER POLE, 3.5 FT (1.1 M) WEST OF A WITNESS
 DQ4115'POST.
 DQ4115'
 DQ4115'NOTE-THE STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM ROD
 DQ4115'DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION REMOVABLE DISK
 DQ4115'SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH PVC
 DQ4115'PIPE BACK FILLED WITH WASHED SAND.
 DQ4115
 DQ4115                          STATION RECOVERY (2017)
 DQ4115
 DQ4115'RECOVERY NOTE BY MN DEPT OF TRANSP 2017 (DJH)
 DQ4115'RECOVERED AS DESCRIBED.
 DQ4115
 DQ4115                          STATION RECOVERY (2023)
 DQ4115
 DQ4115'RECOVERY NOTE BY MN DEPT OF TRANSP 2023 (TJD)
 DQ4115'8.5 MI (13.7 KM) NORTH-NORTHEAST OF PINE RIVER, 10.05 MI (16.17 KM)
 DQ4115'EAST AND NORTH ALONG TRUNK HIGHWAY 84 FROM THE JUNCTION OF TRUNK
 DQ4115'HIGHWAY 84 AND TRUNK HIGHWAY 371 IN PINE RIVER, AT TRUNK HIGHWAY 84
 DQ4115'MILE POINT 10.05, 71.0 FT (21.6 M) NORTHWEST OF TRUNK HIGHWAY 84, 21.2
 DQ4115'FT (6.5 M) WEST OF 16TH AVENUE NORTHWEST, 13.0 FT (4.0 M) NORTH OF A
 DQ4115'POWER POLE, 3.5 FT (1.1 M) WEST OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DE8334 ***********************************************************************
 DE8334  DESIGNATION -  1110 H
 DE8334  PID         -  DE8334
 DE8334  STATE/COUNTY-  MN/CASS
 DE8334  COUNTRY     -  US
 DE8334  USGS QUAD   -  LAKE ADA (2019)
 DE8334
 DE8334                         *CURRENT SURVEY CONTROL
 DE8334  ______________________________________________________________________
 DE8334* NAD 83(2011) POSITION- 46 50 25.52611(N) 094 21 10.35612(W)   ADJUSTED
 DE8334* NAD 83(2011) ELLIP HT-   379.501 (meters)        (06/27/12)   ADJUSTED
 DE8334* NAD 83(2011) EPOCH   -  2010.00
 DE8334* NAVD 88 ORTHO HEIGHT -   407.596 (meters)     1337.25  (feet) ADJUSTED
 DE8334  ______________________________________________________________________
 DE8334  GEOID HEIGHT    -        -28.089 (meters)                     GEOID18
 DE8334  NAD 83(2011) X  -   -331,747.157 (meters)                     COMP
 DE8334  NAD 83(2011) Y  - -4,358,296.803 (meters)                     COMP
 DE8334  NAD 83(2011) Z  -  4,629,924.942 (meters)                     COMP
 DE8334  LAPLACE CORR    -         -3.77  (seconds)                    DEFLEC18
 DE8334  DYNAMIC HEIGHT  -        407.615 (meters)     1337.32  (feet) COMP
 DE8334  MODELED GRAVITY -    980,648.0   (mgal)                       NAVD 88
 DE8334
 DE8334  VERT ORDER      -  SECOND    CLASS I
 DE8334
 DE8334  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DE8334  Standards:
 DE8334         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DE8334            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DE8334  -------------------------------------------------------------------
 DE8334  NETWORK    0.66   0.71           0.30   0.23   0.36      0.08663770
 DE8334  -------------------------------------------------------------------
 DE8334  Click here for local accuracies and other accuracy information.
 DE8334
 DE8334.The horizontal coordinates were established by GPS observations
 DE8334.and adjusted by the National Geodetic Survey in June 2012.
 DE8334
 DE8334.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DE8334.been affixed to the stable North American tectonic plate. See 
 DE8334.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DE8334
 DE8334.The horizontal coordinates are valid at the epoch date displayed above
 DE8334.which is a decimal equivalence of Year/Month/Day.
 DE8334
 DE8334.The orthometric height was determined by differential leveling and
 DE8334.adjusted by the NATIONAL GEODETIC SURVEY
 DE8334.in February 2020.
 DE8334
 DE8334.Significant digits in the geoid height do not necessarily reflect accuracy.
 DE8334.GEOID18 height accuracy estimate available here.
 DE8334
 DE8334.Click photographs - Photos may exist for this station.
 DE8334
 DE8334.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DE8334
 DE8334.The Laplace correction was computed from DEFLEC18 derived deflections.
 DE8334
 DE8334.The ellipsoidal height was determined by GPS observations
 DE8334.and is referenced to NAD 83.
 DE8334
 DE8334.The dynamic height is computed by dividing the NAVD 88
 DE8334.geopotential number by the normal gravity value computed on the
 DE8334.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE8334.degrees latitude (g = 980.6199 gals.).
 DE8334
 DE8334.The modeled gravity was interpolated from observed gravity values.
 DE8334
 DE8334. The following values were computed from the NAD 83(2011) position.
 DE8334
 DE8334;                    North         East     Units Scale Factor Converg.
 DE8334;SPC MN C     -   304,565.844   792,152.653   MT  0.99996094   -0 04 27.9
 DE8334;SPC MN C     -   999,229.77  2,598,920.83   sFT  0.99996094   -0 04 27.9
 DE8334;UTM  15      - 5,188,319.724   396,841.544   MT  0.99973080   -0 59 13.0
 DE8334
 DE8334!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE8334!SPC MN C     -   0.99994052  x   0.99996094  =   0.99990146
 DE8334!UTM  15      -   0.99994052  x   0.99973080  =   0.99967133
 DE8334
 DE8334:                Primary Azimuth Mark                     Grid Az
 DE8334:SPC MN C     -  1110 G                                   231 05 09.6
 DE8334:UTM  15      -  1110 G                                   231 59 54.7
 DE8334
 DE8334_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUM9684188319(NAD 83)
 DE8334
 DE8334|---------------------------------------------------------------------|
 DE8334| PID    Reference Object                     Distance      Geod. Az  |
 DE8334|                                                           dddmmss.s |
 DE8334| DE8333 1110 G                              APPROX. 1.0 KM 2310041.7 |
 DE8334|---------------------------------------------------------------------|
 DE8334
 DE8334                          SUPERSEDED SURVEY CONTROL
 DE8334
 DE8334  NAD 83(2007)-  46 50 25.52613(N)    094 21 10.35674(W) AD(2002.00) 0
 DE8334  ELLIP H (02/10/07)  379.539  (m)                       GP(2002.00)    
 DE8334  NAD 83(1996)-  46 50 25.52597(N)    094 21 10.35666(W) AD(       ) 1
 DE8334  ELLIP H (10/21/02)  379.553  (m)                       GP(       ) 3 2
 DE8334  NAVD 88 (05/02/18)  407.597  (m)         1337.26   (f) SUPERSEDED  2 1
 DE8334  NAVD 88 (08/10/04)  407.591  (m)         1337.24   (f) SUPERSEDED  2 1
 DE8334  NAVD 88             407.60   (m)         1337.3    (f) LEVELING    3  
 DE8334
 DE8334.Superseded values are not recommended for survey control.
 DE8334
 DE8334.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE8334.See file dsdata.pdf to determine how the superseded data were derived.
 DE8334
 DE8334_MARKER: DD = SURVEY DISK
 DE8334_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DE8334_STAMPING: 1110 H 1999
 DE8334_MARK LOGO: MNDT
 DE8334_PROJECTION: FLUSH
 DE8334_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DE8334_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DE8334_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DE8334+SATELLITE: SATELLITE OBSERVATIONS - May 16, 2023
 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  HISTORY     - 20140820 GOOD             MNDT
 DE8334  HISTORY     - 20230516 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.
 DE8334
 DE8334                          STATION RECOVERY (2014)
 DE8334
 DE8334'RECOVERY NOTE BY MN DEPT OF TRANSP 2014 (KMS)
 DE8334'RECOVERED AS DESCRIBED.
 DE8334
 DE8334                          STATION RECOVERY (2023)
 DE8334
 DE8334'RECOVERY NOTE BY MN DEPT OF TRANSP 2023 (TJD)
 DE8334'9.0 MI (14.5 KM) NORTH-NORTHEAST OF PINE RIVER, 10.65 MI (17.14 KM)
 DE8334'EAST AND NORTH ALONG TRUNK HIGHWAY 84 FROM THE JUNCTION OF TRUNK
 DE8334'HIGHWAY 84 AND TRUNK HIGHWAY 371 IN PINE RIVER, AT TRUNK HIGHWAY 84
 DE8334'MILE POINT 10.65, 45.0 FT (13.7 M) SOUTHEAST OF TRUNK HIGHWAY 84, 3.3
 DE8334'FT (1.0 M) SOUTHEAST OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DQ4124 ***********************************************************************
 DQ4124  DESIGNATION -  1110 J
 DQ4124  PID         -  DQ4124
 DQ4124  STATE/COUNTY-  MN/CASS
 DQ4124  COUNTRY     -  US
 DQ4124  USGS QUAD   -  PINE RIVER (2019)
 DQ4124
 DQ4124                         *CURRENT SURVEY CONTROL
 DQ4124  ______________________________________________________________________
 DQ4124* NAD 83(2011) POSITION- 46 43 42.55879(N) 094 23 13.45783(W)   ADJUSTED
 DQ4124* NAD 83(2011) ELLIP HT-   367.431 (meters)        (03/13/20)   ADJUSTED
 DQ4124* NAD 83(2011) EPOCH   -  2010.00
 DQ4124* NAVD 88 ORTHO HEIGHT -   395.309 (meters)     1296.94  (feet) ADJUSTED
 DQ4124  ______________________________________________________________________
 DQ4124  GEOID HEIGHT    -        -27.882 (meters)                     GEOID18
 DQ4124  NAD 83(2011) X  -   -335,041.291 (meters)                     COMP
 DQ4124  NAD 83(2011) Y  - -4,367,132.347 (meters)                     COMP
 DQ4124  NAD 83(2011) Z  -  4,621,395.040 (meters)                     COMP
 DQ4124  LAPLACE CORR    -         -1.42  (seconds)                    DEFLEC18
 DQ4124  DYNAMIC HEIGHT  -        395.328 (meters)     1297.01  (feet) COMP
 DQ4124  MODELED GRAVITY -    980,649.9   (mgal)                       NAVD 88
 DQ4124
 DQ4124  VERT ORDER      -  SECOND    CLASS I
 DQ4124
 DQ4124  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DQ4124  Standards:
 DQ4124         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DQ4124            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DQ4124  -------------------------------------------------------------------
 DQ4124  NETWORK    0.40   1.08           0.18   0.14   0.55     -0.06013866
 DQ4124  -------------------------------------------------------------------
 DQ4124  Click here for local accuracies and other accuracy information.
 DQ4124
 DQ4124.The horizontal coordinates were established by GPS observations
 DQ4124.and adjusted by the MN DEPT OF TRANSP in March 2020.
 DQ4124
 DQ4124.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DQ4124.been affixed to the stable North American tectonic plate. See 
 DQ4124.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DQ4124
 DQ4124.The horizontal coordinates are valid at the epoch date displayed above
 DQ4124.which is a decimal equivalence of Year/Month/Day.
 DQ4124
 DQ4124.The orthometric height was determined by differential leveling and
 DQ4124.adjusted by the NATIONAL GEODETIC SURVEY
 DQ4124.in February 2020.
 DQ4124
 DQ4124.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ4124.GEOID18 height accuracy estimate available here.
 DQ4124
 DQ4124.Click photographs - Photos may exist for this station.
 DQ4124
 DQ4124.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DQ4124
 DQ4124.The Laplace correction was computed from DEFLEC18 derived deflections.
 DQ4124
 DQ4124.The ellipsoidal height was determined by GPS observations
 DQ4124.and is referenced to NAD 83.
 DQ4124
 DQ4124.The dynamic height is computed by dividing the NAVD 88
 DQ4124.geopotential number by the normal gravity value computed on the
 DQ4124.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ4124.degrees latitude (g = 980.6199 gals.).
 DQ4124
 DQ4124.The modeled gravity was interpolated from observed gravity values.
 DQ4124
 DQ4124. The following values were computed from the NAD 83(2011) position.
 DQ4124
 DQ4124;                    North         East     Units Scale Factor Converg.
 DQ4124;SPC MN C     -   292,126.921   789,522.763   MT  0.99994560   -0 05 57.0
 DQ4124;SPC MN C     -   958,419.74  2,590,292.60   sFT  0.99994560   -0 05 57.0
 DQ4124;UTM  15      - 5,175,926.931   394,014.680   MT  0.99973807   -1 00 36.1
 DQ4124
 DQ4124!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DQ4124!SPC MN C     -   0.99994241  x   0.99994560  =   0.99988801
 DQ4124!UTM  15      -   0.99994241  x   0.99973807  =   0.99968049
 DQ4124
 DQ4124_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUM9401475926(NAD 83)
 DQ4124
 DQ4124                          SUPERSEDED SURVEY CONTROL
 DQ4124
 DQ4124  NAVD 88 (05/02/18)  395.317  (m)         1296.97   (f) SUPERSEDED  2 1
 DQ4124
 DQ4124.Superseded values are not recommended for survey control.
 DQ4124
 DQ4124.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DQ4124.See file dsdata.pdf to determine how the superseded data were derived.
 DQ4124
 DQ4124_MARKER: I = METAL ROD
 DQ4124_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DQ4124_STAMPING: 1110 J 2014
 DQ4124_MARK LOGO: MNDT
 DQ4124_PROJECTION: FLUSH
 DQ4124_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DQ4124_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ4124_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ4124+SATELLITE: SATELLITE OBSERVATIONS - May 11, 2023
 DQ4124_ROD/PIPE-DEPTH: 13.7 meters
 DQ4124
 DQ4124  HISTORY     - Date     Condition        Report By
 DQ4124  HISTORY     - 20140930 MONUMENTED       MNDT
 DQ4124  HISTORY     - 20170826 GOOD             MNDT
 DQ4124  HISTORY     - 20230511 GOOD             MNDT
 DQ4124
 DQ4124                          STATION DESCRIPTION
 DQ4124
 DQ4124'DESCRIBED BY MN DEPT OF TRANSP 2014
 DQ4124'THE MARK IS LOCATED ABOUT IN PINE RIVER.
 DQ4124'
 DQ4124'TO REACH THE MARK GO 1.4 MI (2.3 KM) EAST AND NORTH ALONG TRUNK
 DQ4124'HIGHWAY 84 FROM THE JUNCTION OF TRUNK HIGHWAY 84 AND TRUNK HIGHWAY 371
 DQ4124'IN PINE RIVER, AT TRUNK HIGHWAY 84 MILE POINT 1.4.
 DQ4124'
 DQ4124'THE MARK IS LOCATED 32.9 FT (10.0 M) EAST OF TRUNK HIGHWAY 84, 29.9 FT
 DQ4124'(9.1 M) NORTH OF DRIVEWAY NUMBER 02210, 1.5 FT (0.5 M) WEST OF A
 DQ4124'WITNESS POST.
 DQ4124'
 DQ4124'NOTE-THE STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM ROD
 DQ4124'DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION REMOVABLE DISK
 DQ4124'SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH PVC
 DQ4124'PIPE BACK FILLED WITH WASHED SAND.
 DQ4124
 DQ4124                          STATION RECOVERY (2017)
 DQ4124
 DQ4124'RECOVERY NOTE BY MN DEPT OF TRANSP 2017 (DJH)
 DQ4124'RECOVERED AS DESCRIBED.
 DQ4124
 DQ4124                          STATION RECOVERY (2023)
 DQ4124
 DQ4124'RECOVERY NOTE BY MN DEPT OF TRANSP 2023 (TJD)
 DQ4124'IN PINE RIVER, 1.4 MI (2.3 KM) EAST AND NORTH ALONG TRUNK HIGHWAY 84
 DQ4124'FROM THE JUNCTION OF TRUNK HIGHWAY 84 AND TRUNK HIGHWAY 371 IN PINE
 DQ4124'RIVER, AT TRUNK HIGHWAY 84 MILE POINT 1.4, 32.9 FT (10.0 M) EAST OF
 DQ4124'TRUNK HIGHWAY 84, 29.9 FT (9.1 M) NORTH OF DRIVEWAY NUMBER 02210, 1.5
 DQ4124'FT (0.5 M) WEST OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DQ4116 ***********************************************************************
 DQ4116  DESIGNATION -  1110 K
 DQ4116  PID         -  DQ4116
 DQ4116  STATE/COUNTY-  MN/CASS
 DQ4116  COUNTRY     -  US
 DQ4116  USGS QUAD   -  LAKE ADA (2019)
 DQ4116
 DQ4116                         *CURRENT SURVEY CONTROL
 DQ4116  ______________________________________________________________________
 DQ4116* NAD 83(2011) POSITION- 46 49 12.78581(N) 094 22 09.66417(W)   ADJUSTED
 DQ4116* NAD 83(2011) ELLIP HT-   376.779 (meters)        (03/13/20)   ADJUSTED
 DQ4116* NAD 83(2011) EPOCH   -  2010.00
 DQ4116* NAVD 88 ORTHO HEIGHT -   404.832 (meters)     1328.19  (feet) ADJUSTED
 DQ4116  ______________________________________________________________________
 DQ4116  GEOID HEIGHT    -        -28.050 (meters)                     GEOID18
 DQ4116  NAD 83(2011) X  -   -333,124.975 (meters)                     COMP
 DQ4116  NAD 83(2011) Y  - -4,359,832.944 (meters)                     COMP
 DQ4116  NAD 83(2011) Z  -  4,628,386.095 (meters)                     COMP
 DQ4116  LAPLACE CORR    -         -3.30  (seconds)                    DEFLEC18
 DQ4116  DYNAMIC HEIGHT  -        404.850 (meters)     1328.25  (feet) COMP
 DQ4116  MODELED GRAVITY -    980,646.1   (mgal)                       NAVD 88
 DQ4116
 DQ4116  VERT ORDER      -  SECOND    CLASS I
 DQ4116
 DQ4116  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DQ4116  Standards:
 DQ4116         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DQ4116            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DQ4116  -------------------------------------------------------------------
 DQ4116  NETWORK    0.45   1.20           0.21   0.15   0.61     -0.07806277
 DQ4116  -------------------------------------------------------------------
 DQ4116  Click here for local accuracies and other accuracy information.
 DQ4116
 DQ4116.The horizontal coordinates were established by GPS observations
 DQ4116.and adjusted by the MN DEPT OF TRANSP in March 2020.
 DQ4116
 DQ4116.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DQ4116.been affixed to the stable North American tectonic plate. See 
 DQ4116.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DQ4116
 DQ4116.The horizontal coordinates are valid at the epoch date displayed above
 DQ4116.which is a decimal equivalence of Year/Month/Day.
 DQ4116
 DQ4116.The orthometric height was determined by differential leveling and
 DQ4116.adjusted by the NATIONAL GEODETIC SURVEY
 DQ4116.in February 2020.
 DQ4116
 DQ4116.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ4116.GEOID18 height accuracy estimate available here.
 DQ4116
 DQ4116.Click photographs - Photos may exist for this station.
 DQ4116
 DQ4116.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DQ4116
 DQ4116.The Laplace correction was computed from DEFLEC18 derived deflections.
 DQ4116
 DQ4116.The ellipsoidal height was determined by GPS observations
 DQ4116.and is referenced to NAD 83.
 DQ4116
 DQ4116.The dynamic height is computed by dividing the NAVD 88
 DQ4116.geopotential number by the normal gravity value computed on the
 DQ4116.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ4116.degrees latitude (g = 980.6199 gals.).
 DQ4116
 DQ4116.The modeled gravity was interpolated from observed gravity values.
 DQ4116
 DQ4116. The following values were computed from the NAD 83(2011) position.
 DQ4116
 DQ4116;                    North         East     Units Scale Factor Converg.
 DQ4116;SPC MN C     -   302,321.490   790,892.612   MT  0.99995788   -0 05 10.8
 DQ4116;SPC MN C     -   991,866.42  2,594,786.84   sFT  0.99995788   -0 05 10.8
 DQ4116;UTM  15      - 5,186,096.224   395,546.218   MT  0.99973410   -0 59 55.1
 DQ4116
 DQ4116!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DQ4116!SPC MN C     -   0.99994094  x   0.99995788  =   0.99989882
 DQ4116!UTM  15      -   0.99994094  x   0.99973410  =   0.99967506
 DQ4116
 DQ4116_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUM9554686096(NAD 83)
 DQ4116
 DQ4116                          SUPERSEDED SURVEY CONTROL
 DQ4116
 DQ4116  NAVD 88 (05/02/18)  404.834  (m)         1328.19   (f) SUPERSEDED  2 1
 DQ4116
 DQ4116.Superseded values are not recommended for survey control.
 DQ4116
 DQ4116.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DQ4116.See file dsdata.pdf to determine how the superseded data were derived.
 DQ4116
 DQ4116_MARKER: I = METAL ROD
 DQ4116_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DQ4116_STAMPING: 1110 K 2014
 DQ4116_MARK LOGO: MNDT
 DQ4116_PROJECTION: RECESSED 3 CENTIMETERS
 DQ4116_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DQ4116_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ4116_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ4116+SATELLITE: SATELLITE OBSERVATIONS - May 16, 2023
 DQ4116_ROD/PIPE-DEPTH: 16.5 meters
 DQ4116
 DQ4116  HISTORY     - Date     Condition        Report By
 DQ4116  HISTORY     - 20140930 MONUMENTED       MNDT
 DQ4116  HISTORY     - 20170827 GOOD             MNDT
 DQ4116  HISTORY     - 20230516 GOOD             MNDT
 DQ4116
 DQ4116                          STATION DESCRIPTION
 DQ4116
 DQ4116'DESCRIBED BY MN DEPT OF TRANSP 2014
 DQ4116'THE MARK IS LOCATED ABOUT 7.3 MI (11.7 KM) NORTHEAST OF PINE RIVER.
 DQ4116'
 DQ4116'TO REACH THE MARK GO 8.95 MI (14.40 KM) EAST AND NORTH ALONG TRUNK
 DQ4116'HIGHWAY 84  FROM THE JUNCTION OF TRUNK HIGHWAY 84 AND TRUNK HIGHWAY
 DQ4116'371 IN PINE RIVER, AT TRUNK HIGHWAY 84 MILE POINT 8.95.
 DQ4116'
 DQ4116'THE MARK IS LOCATED 54.3 FT (16.6 M) EAST OF TRUNK HIGHWAY 84, 19.3 FT
 DQ4116'(5.9 M) NORTH OF NORMANS CROSSING ROAD, 1.5 FT (0.5 M) SOUTH OF A
 DQ4116'WITNESS POST.
 DQ4116'
 DQ4116'NOTE-THE STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM ROD
 DQ4116'DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION REMOVABLE DISK
 DQ4116'SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH PVC
 DQ4116'PIPE BACK FILLED WITH WASHED SAND.
 DQ4116
 DQ4116                          STATION RECOVERY (2017)
 DQ4116
 DQ4116'RECOVERY NOTE BY MN DEPT OF TRANSP 2017 (DJH)
 DQ4116'RECOVERED AS DESCRIBED.
 DQ4116
 DQ4116                          STATION RECOVERY (2023)
 DQ4116
 DQ4116'RECOVERY NOTE BY MN DEPT OF TRANSP 2023 (TJD)
 DQ4116'7.3 MI (11.7 KM) NORTHEAST OF PINE RIVER, 8.95 MI (14.40 KM) EAST AND
 DQ4116'NORTH ALONG TRUNK HIGHWAY 84 FROM THE JUNCTION OF TRUNK HIGHWAY 84 AND
 DQ4116'TRUNK HIGHWAY 371 IN PINE RIVER, AT TRUNK HIGHWAY 84 MILE POINT 8.95,
 DQ4116'54.3 FT (16.6 M) EAST OF TRUNK HIGHWAY 84, 19.3 FT (5.9 M) NORTH OF
 DQ4116'NORMANS CROSSING ROAD, 1.5 FT (0.5 M) SOUTH OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 TB0279 ***********************************************************************
 TB0279  DESIGNATION -  1111
 TB0279  PID         -  TB0279
 TB0279  STATE/COUNTY-  MN/KOOCHICHING
 TB0279  COUNTRY     -  US
 TB0279  USGS QUAD   -  RANIER (2019)
 TB0279
 TB0279                         *CURRENT SURVEY CONTROL
 TB0279  ______________________________________________________________________
 TB0279* NAD 83(1986) POSITION- 48 36 56.     (N) 093 21 05.     (W)   SCALED
 TB0279* NAVD 88 ORTHO HEIGHT -   338.673 (meters)     1111.13  (feet) ADJUSTED
 TB0279  ______________________________________________________________________
 TB0279  GEOID HEIGHT    -        -30.830 (meters)                     GEOID18
 TB0279  DYNAMIC HEIGHT  -        338.752 (meters)     1111.39  (feet) COMP
 TB0279  MODELED GRAVITY -    980,836.3   (mgal)                       NAVD 88
 TB0279
 TB0279  VERT ORDER      -  FIRST     CLASS II
 TB0279
 TB0279.The horizontal coordinates were scaled from a map and have
 TB0279.an estimated accuracy of +/- 6 seconds.
 TB0279
 TB0279.The orthometric height was determined by differential leveling and
 TB0279.adjusted by the NATIONAL GEODETIC SURVEY
 TB0279.in June 1991.
 TB0279
 TB0279.Significant digits in the geoid height do not necessarily reflect accuracy.
 TB0279.GEOID18 height accuracy estimate available here.
 TB0279
 TB0279.Click photographs - Photos may exist for this station.
 TB0279
 TB0279.The dynamic height is computed by dividing the NAVD 88
 TB0279.geopotential number by the normal gravity value computed on the
 TB0279.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TB0279.degrees latitude (g = 980.6199 gals.).
 TB0279
 TB0279.The modeled gravity was interpolated from observed gravity values.
 TB0279
 TB0279;                    North         East    Units  Estimated Accuracy
 TB0279;SPC MN N     -   335,230.      781,460.      MT  (+/- 180 meters Scaled)
 TB0279
 TB0279_U.S. NATIONAL GRID SPATIAL ADDRESS: 15UVP741847(NAD 83)
 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
 TB0279.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TB0279.See file dsdata.pdf to determine how the superseded data were derived.
 TB0279
 TB0279_MARKER: DD = SURVEY DISK
 TB0279_SETTING: 66 = SET IN ROCK OUTCROP
 TB0279_STAMPING: 1111 USCGS 1912 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     - 1906     MONUMENTED       IBC
 TB0279  HISTORY     - 1933     GOOD             CGS
 TB0279  HISTORY     - 20080807 GOOD             MNDT
 TB0279
 TB0279                          STATION DESCRIPTION
 TB0279
 TB0279'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 TB0279'AT RANIER, KOOCHICHING COUNTY, AT THE FOOT OF MAIN STREET, ON THE
 TB0279'SHORE OF RAINY LAKE, ABOUT 200 FEET WEST OF A PIER IN THE LAKE, ABOUT
 TB0279'150 FEET EAST OF A MILL BUILDING COVERED WITH METAL, 85 FEET WEST OF A
 TB0279'BURNED BOAT SHOP, 6 FEET BACK FROM THE WATERS EDGE, AND IN THE TOP OF
 TB0279'A FLAT ROCK OUTCROP.  AN INTERNATIONAL BOUNDARY COMMISSION STANDARD
 TB0279'DISK, STAMPED 1111 U.S.C. G.S. ADJUSTMENT 1110.690.
 TB0279
 TB0279                          STATION RECOVERY (2008)
 TB0279
 TB0279'RECOVERY NOTE BY MN DEPT OF TRANSP 2008 (DJS)
 TB0279'THE MARK IS LOCATED ABOUT 8.5 MI (13.7 KM) WEST OF ISLAND VIEW, 3.0 MI
 TB0279'(4.8 KM) EAST-NORTHEAST OF INTERNATIONAL FALLS AND 0.2 MI (0.3 KM)
 TB0279'NORTH-NORTHWEST OF RAINER.
 TB0279'
 TB0279'TO REACH TO THE MARK FROM RAINER, 3495 MAIN ST, ON SHORE OF RAINY
 TB0279'LAKE, 200 FT (61.0 M) WEST OF PIER IN LAKE, 150 FT (45.7 M) EAST OF
 TB0279'MILLING BUILDING, 85 FT (25.9 M) WEST OF BURNED BOAT SHOP, 6 FT (1.8
 TB0279'M) BACK FROM EDGE OF WATER, STATION IS LOCATED BENEATH PRIVATE
 TB0279'RESIDENCE, OWNER PREFERS NOT TO BE DISTURBED
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DQ4098 ***********************************************************************
 DQ4098  DESIGNATION -  1111 A RESET
 DQ4098  PID         -  DQ4098
 DQ4098  STATE/COUNTY-  MN/CASS
 DQ4098  COUNTRY     -  US
 DQ4098  USGS QUAD   -  LAKE ADA (2019)
 DQ4098
 DQ4098                         *CURRENT SURVEY CONTROL
 DQ4098  ______________________________________________________________________
 DQ4098* NAD 83(2011) POSITION- 46 50 56.63159(N) 094 20 51.48105(W)   ADJUSTED
 DQ4098* NAD 83(2011) ELLIP HT-   378.814 (meters)        (03/13/20)   ADJUSTED
 DQ4098* NAD 83(2011) EPOCH   -  2010.00
 DQ4098* NAVD 88 ORTHO HEIGHT -   406.929 (meters)     1335.07  (feet) ADJUSTED
 DQ4098  ______________________________________________________________________
 DQ4098  GEOID HEIGHT    -        -28.101 (meters)                     GEOID18
 DQ4098  NAD 83(2011) X  -   -331,295.174 (meters)                     COMP
 DQ4098  NAD 83(2011) Y  - -4,357,627.935 (meters)                     COMP
 DQ4098  NAD 83(2011) Z  -  4,630,581.465 (meters)                     COMP
 DQ4098  LAPLACE CORR    -         -3.93  (seconds)                    DEFLEC18
 DQ4098  DYNAMIC HEIGHT  -        406.948 (meters)     1335.13  (feet) COMP
 DQ4098  MODELED GRAVITY -    980,648.6   (mgal)                       NAVD 88
 DQ4098
 DQ4098  VERT ORDER      -  SECOND    CLASS I
 DQ4098
 DQ4098  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DQ4098  Standards:
 DQ4098         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DQ4098            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DQ4098  -------------------------------------------------------------------
 DQ4098  NETWORK    0.41   1.04           0.19   0.14   0.53     -0.04837926
 DQ4098  -------------------------------------------------------------------
 DQ4098  Click here for local accuracies and other accuracy information.
 DQ4098
 DQ4098.The horizontal coordinates were established by GPS observations
 DQ4098.and adjusted by the MN DEPT OF TRANSP in March 2020.
 DQ4098
 DQ4098.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DQ4098.been affixed to the stable North American tectonic plate. See 
 DQ4098.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DQ4098
 DQ4098.The horizontal coordinates are valid at the epoch date displayed above
 DQ4098.which is a decimal equivalence of Year/Month/Day.
 DQ4098
 DQ4098.The orthometric height was determined by differential leveling and
 DQ4098.adjusted by the NATIONAL GEODETIC SURVEY
 DQ4098.in February 2020.
 DQ4098
 DQ4098.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ4098.GEOID18 height accuracy estimate available here.
 DQ4098
 DQ4098.Click photographs - Photos may exist for this station.
 DQ4098
 DQ4098.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DQ4098
 DQ4098.The Laplace correction was computed from DEFLEC18 derived deflections.
 DQ4098
 DQ4098.The ellipsoidal height was determined by GPS observations
 DQ4098.and is referenced to NAD 83.
 DQ4098
 DQ4098.The dynamic height is computed by dividing the NAVD 88
 DQ4098.geopotential number by the normal gravity value computed on the
 DQ4098.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ4098.degrees latitude (g = 980.6199 gals.).
 DQ4098
 DQ4098.The modeled gravity was interpolated from observed gravity values.
 DQ4098
 DQ4098. The following values were computed from the NAD 83(2011) position.
 DQ4098
 DQ4098;                    North         East     Units Scale Factor Converg.
 DQ4098;SPC MN C     -   305,525.836   792,553.774   MT  0.99996228   -0 04 14.3
 DQ4098;SPC MN C     - 1,002,379.35  2,600,236.84   sFT  0.99996228   -0 04 14.3
 DQ4098;UTM  15      - 5,189,272.985   397,257.807   MT  0.99972974   -0 58 59.7
 DQ4098
 DQ4098!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DQ4098!SPC MN C     -   0.99994062  x   0.99996228  =   0.99990291
 DQ4098!UTM  15      -   0.99994062  x   0.99972974  =   0.99967038
 DQ4098
 DQ4098_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUM9725789272(NAD 83)
 DQ4098
 DQ4098                          SUPERSEDED SURVEY CONTROL
 DQ4098
 DQ4098  NAVD 88 (05/02/18)  406.929  (m)         1335.07   (f) SUPERSEDED  2 1
 DQ4098
 DQ4098.Superseded values are not recommended for survey control.
 DQ4098
 DQ4098.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DQ4098.See file dsdata.pdf to determine how the superseded data were derived.
 DQ4098
 DQ4098_MARKER: I = METAL ROD
 DQ4098_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DQ4098_STAMPING: 1111 A RESET 2014
 DQ4098_MARK LOGO: MNDT
 DQ4098_PROJECTION: RECESSED 8 CENTIMETERS
 DQ4098_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DQ4098_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ4098_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ4098+SATELLITE: SATELLITE OBSERVATIONS - May 16, 2023
 DQ4098_ROD/PIPE-DEPTH: 25.9 meters
 DQ4098
 DQ4098  HISTORY     - Date     Condition        Report By
 DQ4098  HISTORY     - 20140820 MONUMENTED       MNDT
 DQ4098  HISTORY     - 20170824 GOOD             MNDT
 DQ4098  HISTORY     - 20230516 GOOD             MNDT
 DQ4098
 DQ4098                          STATION DESCRIPTION
 DQ4098
 DQ4098'DESCRIBED BY MN DEPT OF TRANSP 2014
 DQ4098'THE MARK IS LOCATED ABOUT 10.0 MI (16.1 KM) NORTH-NORTHEAST OF PINE
 DQ4098'RIVER.
 DQ4098'
 DQ4098'TO REACH THE MARK GO 11.5 MI (18.5 KM) EAST AND NORTH ALONG TRUNK
 DQ4098'HIGHWAY 84 FROM THE JUNCTION OF TRUNK HIGHWAY 84 AND TRUNK HIGHWAY 371
 DQ4098'IN PINE RIVER, AT TRUNK HIGHWAY 84 MILE POINT 11.50.
 DQ4098'
 DQ4098'THE MARK IS LOCATED 123.0 FT (37.5 M) SOUTHEAST OF TRUNK HIGHWAY 84,
 DQ4098'35.0 FT (10.7 M) SOUTH COUNTY ROAD 49, 2.3 FT (0.7 M) NORTH OF A
 DQ4098'WITNESS POST.
 DQ4098'
 DQ4098'NOTE-THE STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM ROD
 DQ4098'DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION REMOVABLE DISK
 DQ4098'SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH PVC
 DQ4098'PIPE BACK FILLED WITH WASHED SAND.
 DQ4098
 DQ4098                          STATION RECOVERY (2017)
 DQ4098
 DQ4098'RECOVERY NOTE BY MN DEPT OF TRANSP 2017 (TJS)
 DQ4098'RECOVERED AS DESCRIBED.
 DQ4098
 DQ4098                          STATION RECOVERY (2023)
 DQ4098
 DQ4098'RECOVERY NOTE BY MN DEPT OF TRANSP 2023 (TJD)
 DQ4098'10.0 MI (16.1 KM) NORTH-NORTHEAST OF PINE RIVER, 11.5 MI (18.5 KM)
 DQ4098'EAST AND NORTH ALONG TRUNK HIGHWAY 84 FROM THE JUNCTION OF TRUNK
 DQ4098'HIGHWAY 84 AND TRUNK HIGHWAY 371 IN PINE RIVER, AT TRUNK HIGHWAY 84
 DQ4098'MILE POINT 11.50, 123.0 FT (37.5 M) SOUTHEAST OF TRUNK HIGHWAY 84,
 DQ4098'35.0 FT (10.7 M) SOUTH COUNTY ROAD 49, 2.3 FT (0.7 M) NORTH OF A
 DQ4098'WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DQ4099 ***********************************************************************
 DQ4099  DESIGNATION -  1111 B RESET
 DQ4099  PID         -  DQ4099
 DQ4099  STATE/COUNTY-  MN/CASS
 DQ4099  COUNTRY     -  US
 DQ4099  USGS QUAD   -  LAKE ADA (2019)
 DQ4099
 DQ4099                         *CURRENT SURVEY CONTROL
 DQ4099  ______________________________________________________________________
 DQ4099* NAD 83(2011) POSITION- 46 51 35.55585(N) 094 20 36.02878(W)   ADJUSTED
 DQ4099* NAD 83(2011) ELLIP HT-   381.475 (meters)        (03/13/20)   ADJUSTED
 DQ4099* NAD 83(2011) EPOCH   -  2010.00
 DQ4099* NAVD 88 ORTHO HEIGHT -   409.588 (meters)     1343.79  (feet) ADJUSTED
 DQ4099  ______________________________________________________________________
 DQ4099  GEOID HEIGHT    -        -28.113 (meters)                     GEOID18
 DQ4099  NAD 83(2011) X  -   -330,902.439 (meters)                     COMP
 DQ4099  NAD 83(2011) Y  - -4,356,780.034 (meters)                     COMP
 DQ4099  NAD 83(2011) Z  -  4,631,405.435 (meters)                     COMP
 DQ4099  LAPLACE CORR    -         -4.19  (seconds)                    DEFLEC18
 DQ4099  DYNAMIC HEIGHT  -        409.608 (meters)     1343.86  (feet) COMP
 DQ4099  MODELED GRAVITY -    980,649.5   (mgal)                       NAVD 88
 DQ4099
 DQ4099  VERT ORDER      -  SECOND    CLASS I
 DQ4099
 DQ4099  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DQ4099  Standards:
 DQ4099         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DQ4099            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DQ4099  -------------------------------------------------------------------
 DQ4099  NETWORK    0.41   1.04           0.19   0.14   0.53     -0.03491505
 DQ4099  -------------------------------------------------------------------
 DQ4099  Click here for local accuracies and other accuracy information.
 DQ4099
 DQ4099.The horizontal coordinates were established by GPS observations
 DQ4099.and adjusted by the MN DEPT OF TRANSP in March 2020.
 DQ4099
 DQ4099.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DQ4099.been affixed to the stable North American tectonic plate. See 
 DQ4099.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DQ4099
 DQ4099.The horizontal coordinates are valid at the epoch date displayed above
 DQ4099.which is a decimal equivalence of Year/Month/Day.
 DQ4099
 DQ4099.The orthometric height was determined by differential leveling and
 DQ4099.adjusted by the NATIONAL GEODETIC SURVEY
 DQ4099.in May 2018.
 DQ4099
 DQ4099.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ4099.GEOID18 height accuracy estimate available here.
 DQ4099
 DQ4099.Click photographs - Photos may exist for this station.
 DQ4099
 DQ4099.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DQ4099
 DQ4099.The Laplace correction was computed from DEFLEC18 derived deflections.
 DQ4099
 DQ4099.The ellipsoidal height was determined by GPS observations
 DQ4099.and is referenced to NAD 83.
 DQ4099
 DQ4099.The dynamic height is computed by dividing the NAVD 88
 DQ4099.geopotential number by the normal gravity value computed on the
 DQ4099.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ4099.degrees latitude (g = 980.6199 gals.).
 DQ4099
 DQ4099.The modeled gravity was interpolated from observed gravity values.
 DQ4099
 DQ4099. The following values were computed from the NAD 83(2011) position.
 DQ4099
 DQ4099;                    North         East     Units Scale Factor Converg.
 DQ4099;SPC MN C     -   306,727.377   792,882.551   MT  0.99996400   -0 04 03.1
 DQ4099;SPC MN C     - 1,006,321.40  2,601,315.50   sFT  0.99996400   -0 04 03.1
 DQ4099;UTM  15      - 5,190,468.857   397,605.601   MT  0.99972886   -0 58 49.1
 DQ4099
 DQ4099!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DQ4099!SPC MN C     -   0.99994021  x   0.99996400  =   0.99990421
 DQ4099!UTM  15      -   0.99994021  x   0.99972886  =   0.99966908
 DQ4099
 DQ4099_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUM9760590468(NAD 83)
 DQ4099
 DQ4099                          SUPERSEDED SURVEY CONTROL
 DQ4099
 DQ4099.No superseded survey control is available for this station.
 DQ4099
 DQ4099_MARKER: I = METAL ROD
 DQ4099_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DQ4099_STAMPING: 1111 B RESET 2014
 DQ4099_MARK LOGO: MNDT
 DQ4099_PROJECTION: RECESSED 8 CENTIMETERS
 DQ4099_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DQ4099_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ4099_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ4099+SATELLITE: SATELLITE OBSERVATIONS - May 16, 2023
 DQ4099_ROD/PIPE-DEPTH: 25.9 meters
 DQ4099
 DQ4099  HISTORY     - Date     Condition        Report By
 DQ4099  HISTORY     - 20140820 MONUMENTED       MNDT
 DQ4099  HISTORY     - 20170824 GOOD             MNDT
 DQ4099  HISTORY     - 20230516 GOOD             MNDT
 DQ4099
 DQ4099                          STATION DESCRIPTION
 DQ4099
 DQ4099'DESCRIBED BY MN DEPT OF TRANSP 2014
 DQ4099'THE MARK IS LOCATED ABOUT 9.5 MI (15.3 KM) NORTH-NORTHEAST OF PINE
 DQ4099'RIVER.
 DQ4099'
 DQ4099'TO REACH THE MARK GO 12.4 MI (20.0 KM) EAST AND NORTH ALONG TRUNK
 DQ4099'HIGHWAY 84 FROM THE JUNCTION OF TRUNK HIGHWAY 84 AND TRUNK HIGHWAY 371
 DQ4099'IN PINE RIVER, AT TRUNK HIGHWAY 84 MILE POINT 12.40.
 DQ4099'
 DQ4099'THE MARK IS LOCATED 35.0 FT (10.7 M) SOUTH OF TRUNK HIGHWAY 84, 28.5
 DQ4099'FT (8.7 M) WEST OF WEST LEG OF PONTO LAKE TOWN HALL SIGN, 65.0 FT
 DQ4099'(19.8 M) EAST OF EAST OF ENTRANCE TO PONTO LAKE TOWN HALL, 2.9 FT (0.9
 DQ4099'M) WEST OF A WITNESS POST.
 DQ4099'
 DQ4099'NOTE-THE STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM ROD
 DQ4099'DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION REMOVABLE DISK
 DQ4099'SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH PVC
 DQ4099'PIPE BACK FILLED WITH WASHED SAND.
 DQ4099
 DQ4099                          STATION RECOVERY (2017)
 DQ4099
 DQ4099'RECOVERY NOTE BY MN DEPT OF TRANSP 2017 (TJS)
 DQ4099'RECOVERED AS DESCRIBED.
 DQ4099
 DQ4099                          STATION RECOVERY (2023)
 DQ4099
 DQ4099'RECOVERY NOTE BY MN DEPT OF TRANSP 2023 (TJD)
 DQ4099'9.5 MI (15.3 KM) NORTH-NORTHEAST OF PINE RIVER, 12.4 MI (20.0 KM) EAST
 DQ4099'AND NORTH ALONG TRUNK HIGHWAY 84 FROM THE JUNCTION OF TRUNK HIGHWAY 84
 DQ4099'AND TRUNK HIGHWAY 371 IN PINE RIVER, AT TRUNK HIGHWAY 84 MILE POINT
 DQ4099'12.40, 35.0 FT (10.7 M) SOUTH OF TRUNK HIGHWAY 84, 28.5 FT (8.7 M)
 DQ4099'WEST OF THE WEST LEG OF THE PONTO LAKE TOWN HALL SIGN, 65.0 FT (19.8
 DQ4099'M) EAST OF AN ENTRANCE TO THE PONTO LAKE TOWN HALL, 2.9 FT (0.9 M)
 DQ4099'WEST OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DQ4102 ***********************************************************************
 DQ4102  DESIGNATION -  1111 C RESET
 DQ4102  PID         -  DQ4102
 DQ4102  STATE/COUNTY-  MN/CASS
 DQ4102  COUNTRY     -  US
 DQ4102  USGS QUAD   -  LAKE ADA (2019)
 DQ4102
 DQ4102                         *CURRENT SURVEY CONTROL
 DQ4102  ______________________________________________________________________
 DQ4102* NAD 83(2011) POSITION- 46 52 22.81187(N) 094 19 17.70151(W)   ADJUSTED
 DQ4102* NAD 83(2011) ELLIP HT-   385.945 (meters)        (03/13/20)   ADJUSTED
 DQ4102* NAD 83(2011) EPOCH   -  2010.00
 DQ4102* NAVD 88 ORTHO HEIGHT -   414.103 (meters)     1358.60  (feet) ADJUSTED
 DQ4102  ______________________________________________________________________
 DQ4102  GEOID HEIGHT    -        -28.152 (meters)                     GEOID18
 DQ4102  NAD 83(2011) X  -   -329,167.945 (meters)                     COMP
 DQ4102  NAD 83(2011) Y  - -4,355,846.470 (meters)                     COMP
 DQ4102  NAD 83(2011) Z  -  4,632,406.461 (meters)                     COMP
 DQ4102  LAPLACE CORR    -         -4.16  (seconds)                    DEFLEC18
 DQ4102  DYNAMIC HEIGHT  -        414.122 (meters)     1358.67  (feet) COMP
 DQ4102  MODELED GRAVITY -    980,649.3   (mgal)                       NAVD 88
 DQ4102
 DQ4102  VERT ORDER      -  SECOND    CLASS I
 DQ4102
 DQ4102  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DQ4102  Standards:
 DQ4102         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DQ4102            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DQ4102  -------------------------------------------------------------------
 DQ4102  NETWORK    0.41   1.12           0.19   0.14   0.57     -0.03065070
 DQ4102  -------------------------------------------------------------------
 DQ4102  Click here for local accuracies and other accuracy information.
 DQ4102
 DQ4102.The horizontal coordinates were established by GPS observations
 DQ4102.and adjusted by the MN DEPT OF TRANSP in March 2020.
 DQ4102
 DQ4102.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DQ4102.been affixed to the stable North American tectonic plate. See 
 DQ4102.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DQ4102
 DQ4102.The horizontal coordinates are valid at the epoch date displayed above
 DQ4102.which is a decimal equivalence of Year/Month/Day.
 DQ4102
 DQ4102.The orthometric height was determined by differential leveling and
 DQ4102.adjusted by the NATIONAL GEODETIC SURVEY
 DQ4102.in February 2020.
 DQ4102
 DQ4102.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ4102.GEOID18 height accuracy estimate available here.
 DQ4102
 DQ4102.Click photographs - Photos may exist for this station.
 DQ4102
 DQ4102.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DQ4102
 DQ4102.The Laplace correction was computed from DEFLEC18 derived deflections.
 DQ4102
 DQ4102.The ellipsoidal height was determined by GPS observations
 DQ4102.and is referenced to NAD 83.
 DQ4102
 DQ4102.The dynamic height is computed by dividing the NAVD 88
 DQ4102.geopotential number by the normal gravity value computed on the
 DQ4102.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ4102.degrees latitude (g = 980.6199 gals.).
 DQ4102
 DQ4102.The modeled gravity was interpolated from observed gravity values.
 DQ4102
 DQ4102. The following values were computed from the NAD 83(2011) position.
 DQ4102
 DQ4102;                    North         East     Units Scale Factor Converg.
 DQ4102;SPC MN C     -   308,184.868   794,542.925   MT  0.99996613   -0 03 06.4
 DQ4102;SPC MN C     - 1,011,103.19  2,606,762.91   sFT  0.99996613   -0 03 06.4
 DQ4102;UTM  15      - 5,191,899.370   399,288.582   MT  0.99972466   -0 57 52.7
 DQ4102
 DQ4102!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DQ4102!SPC MN C     -   0.99993951  x   0.99996613  =   0.99990564
 DQ4102!UTM  15      -   0.99993951  x   0.99972466  =   0.99966418
 DQ4102
 DQ4102_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUM9928891899(NAD 83)
 DQ4102
 DQ4102                          SUPERSEDED SURVEY CONTROL
 DQ4102
 DQ4102  NAVD 88 (05/02/18)  414.101  (m)         1358.60   (f) SUPERSEDED  2 1
 DQ4102
 DQ4102.Superseded values are not recommended for survey control.
 DQ4102
 DQ4102.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DQ4102.See file dsdata.pdf to determine how the superseded data were derived.
 DQ4102
 DQ4102_MARKER: I = METAL ROD
 DQ4102_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DQ4102_STAMPING: 1111 C RESET 2014
 DQ4102_MARK LOGO: MNDT
 DQ4102_PROJECTION: RECESSED 8 CENTIMETERS
 DQ4102_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DQ4102_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ4102_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ4102+SATELLITE: SATELLITE OBSERVATIONS - May 16, 2023
 DQ4102_ROD/PIPE-DEPTH: 6.1 meters
 DQ4102
 DQ4102  HISTORY     - Date     Condition        Report By
 DQ4102  HISTORY     - 20140820 MONUMENTED       MNDT
 DQ4102  HISTORY     - 20170825 GOOD             MNDT
 DQ4102  HISTORY     - 20230516 GOOD             MNDT
 DQ4102
 DQ4102                          STATION DESCRIPTION
 DQ4102
 DQ4102'DESCRIBED BY MN DEPT OF TRANSP 2014
 DQ4102'THE MARK IS LOCATED ABOUT 11.0 MI (17.7 KM) NORTH-NORTHEAST OF PINE
 DQ4102'RIVER.
 DQ4102'
 DQ4102'TO REACH THE MARK GO 14.2 MI (22.8 KM) EAST AND NORTH ALONG TRUNK
 DQ4102'HIGHWAY 84 FROM THE JUNCTION OF TRUNK HIGHWAY 84 AND TRUNK HIGHWAY 371
 DQ4102'IN PINE RIVER, AT TRUNK HIGHWAY 84 MILE POINT 14.2.
 DQ4102'
 DQ4102'THE MARK IS LOCATED 25.0 FT (7.6 M) WEST OF TRUNK HIGHWAY 84, 8.0 FT
 DQ4102'(2.4 M) SOUTHEAST OF POWER POLE WITH GUY WIRE, 5.8 FT (1.8 M) SOUTH OF
 DQ4102'A WITNESS POST.
 DQ4102'
 DQ4102'NOTE-THE STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM ROD
 DQ4102'DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION REMOVABLE DISK
 DQ4102'SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH PVC
 DQ4102'PIPE BACK FILLED WITH WASHED SAND.
 DQ4102
 DQ4102                          STATION RECOVERY (2017)
 DQ4102
 DQ4102'RECOVERY NOTE BY MN DEPT OF TRANSP 2017 (DJH)
 DQ4102'RECOVERED AS DESCRIBED.
 DQ4102
 DQ4102                          STATION RECOVERY (2023)
 DQ4102
 DQ4102'RECOVERY NOTE BY MN DEPT OF TRANSP 2023 (TJD)
 DQ4102'11.0 MI (17.7 KM) NORTH-NORTHEAST OF PINE RIVER, 14.2 MI (22.8 KM)
 DQ4102'EAST AND NORTH ALONG TRUNK HIGHWAY 84 FROM THE JUNCTION OF TRUNK
 DQ4102'HIGHWAY 84 AND TRUNK HIGHWAY 371 IN PINE RIVER, AT TRUNK HIGHWAY 84
 DQ4102'MILE POINT 14.2, 25.0 FT (7.6 M) WEST OF TRUNK HIGHWAY 84, 8.0 FT (2.4
 DQ4102'M) SOUTHEAST OF A POWER POLE WITH A GUY WIRE, 5.8 FT (1.8 M) SOUTH OF
 DQ4102'A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DE8338 ***********************************************************************
 DE8338  DESIGNATION -  1111 D
 DE8338  PID         -  DE8338
 DE8338  STATE/COUNTY-  MN/CASS
 DE8338  COUNTRY     -  US
 DE8338  USGS QUAD   -  WOMAN LAKE (2019)
 DE8338
 DE8338                         *CURRENT SURVEY CONTROL
 DE8338  ______________________________________________________________________
 DE8338* NAD 83(2011) POSITION- 46 53 08.90699(N) 094 19 16.25458(W)   ADJUSTED
 DE8338* NAD 83(2011) ELLIP HT-   385.690 (meters)        (06/27/12)   ADJUSTED
 DE8338* NAD 83(2011) EPOCH   -  2010.00
 DE8338* NAVD 88 ORTHO HEIGHT -   413.858 (meters)     1357.80  (feet) ADJUSTED
 DE8338  ______________________________________________________________________
 DE8338  GEOID HEIGHT    -        -28.158 (meters)                     GEOID18
 DE8338  NAD 83(2011) X  -   -329,059.087 (meters)                     COMP
 DE8338  NAD 83(2011) Y  - -4,354,812.515 (meters)                     COMP
 DE8338  NAD 83(2011) Z  -  4,633,379.295 (meters)                     COMP
 DE8338  LAPLACE CORR    -         -4.52  (seconds)                    DEFLEC18
 DE8338  DYNAMIC HEIGHT  -        413.879 (meters)     1357.87  (feet) COMP
 DE8338  MODELED GRAVITY -    980,650.6   (mgal)                       NAVD 88
 DE8338
 DE8338  VERT ORDER      -  SECOND    CLASS I
 DE8338
 DE8338  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DE8338  Standards:
 DE8338         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DE8338            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DE8338  -------------------------------------------------------------------
 DE8338  NETWORK    0.35   0.61           0.16   0.12   0.31     -0.03516338
 DE8338  -------------------------------------------------------------------
 DE8338  Click here for local accuracies and other accuracy information.
 DE8338
 DE8338.The horizontal coordinates were established by GPS observations
 DE8338.and adjusted by the National Geodetic Survey in June 2012.
 DE8338
 DE8338.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DE8338.been affixed to the stable North American tectonic plate. See 
 DE8338.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DE8338
 DE8338.The horizontal coordinates are valid at the epoch date displayed above
 DE8338.which is a decimal equivalence of Year/Month/Day.
 DE8338
 DE8338.The orthometric height was determined by differential leveling and
 DE8338.adjusted by the NATIONAL GEODETIC SURVEY
 DE8338.in February 2020.
 DE8338
 DE8338.Significant digits in the geoid height do not necessarily reflect accuracy.
 DE8338.GEOID18 height accuracy estimate available here.
 DE8338
 DE8338.Click photographs - Photos may exist for this station.
 DE8338
 DE8338.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DE8338
 DE8338.The Laplace correction was computed from DEFLEC18 derived deflections.
 DE8338
 DE8338.The ellipsoidal height was determined by GPS observations
 DE8338.and is referenced to NAD 83.
 DE8338
 DE8338.The dynamic height is computed by dividing the NAVD 88
 DE8338.geopotential number by the normal gravity value computed on the
 DE8338.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE8338.degrees latitude (g = 980.6199 gals.).
 DE8338
 DE8338.The modeled gravity was interpolated from observed gravity values.
 DE8338
 DE8338. The following values were computed from the NAD 83(2011) position.
 DE8338
 DE8338;                    North         East     Units Scale Factor Converg.
 DE8338;SPC MN C     -   309,608.216   794,574.844   MT  0.99996825   -0 03 05.4
 DE8338;SPC MN C     - 1,015,772.96  2,606,867.63   sFT  0.99996825   -0 03 05.4
 DE8338;UTM  15      - 5,193,321.684   399,343.162   MT  0.99972453   -0 57 52.3
 DE8338
 DE8338!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE8338!SPC MN C     -   0.99993955  x   0.99996825  =   0.99990780
 DE8338!UTM  15      -   0.99993955  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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUM9934393321(NAD 83)
 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  NAD 83(2007)-  46 53 08.90698(N)    094 19 16.25528(W) AD(2002.00) 0
 DE8338  ELLIP H (02/10/07)  385.725  (m)                       GP(2002.00)    
 DE8338  NAD 83(1996)-  46 53 08.90683(N)    094 19 16.25522(W) AD(       ) 1
 DE8338  ELLIP H (10/21/02)  385.734  (m)                       GP(       ) 3 2
 DE8338  NAVD 88 (08/10/04)  413.857  (m)         1357.80   (f) SUPERSEDED  2 1
 DE8338  NAVD 88             413.87   (m)         1357.8    (f) LEVELING    3  
 DE8338
 DE8338.Superseded values are not recommended for survey control.
 DE8338
 DE8338.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE8338.See file dsdata.pdf to determine how the superseded data were derived.
 DE8338
 DE8338_MARKER: DD = SURVEY DISK
 DE8338_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DE8338_STAMPING: 1111 D 1999
 DE8338_MARK LOGO: MNDT
 DE8338_PROJECTION: RECESSED 3 CENTIMETERS
 DE8338_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DE8338_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DE8338_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE8338+SATELLITE: SATELLITE OBSERVATIONS - May 16, 2023
 DE8338_ROD/PIPE-DEPTH: 21.3 meters
 DE8338
 DE8338  HISTORY     - Date     Condition        Report By
 DE8338  HISTORY     - 1999     MONUMENTED       MNDT
 DE8338  HISTORY     - 19991004 GOOD             MNDT
 DE8338  HISTORY     - 20070416 GOOD             MNDT
 DE8338  HISTORY     - 20140820 GOOD             MNDT
 DE8338  HISTORY     - 20170825 GOOD             MNDT
 DE8338  HISTORY     - 20200122 GOOD             MNDT
 DE8338  HISTORY     - 20230516 GOOD             MNDT
 DE8338
 DE8338                          STATION DESCRIPTION
 DE8338
 DE8338'DESCRIBED BY MN DEPT OF TRANSP 1999 (DKH)
 DE8338'9.0 MI (14.5 KM) SW OF LONGVILLE, 10.3 MI (16.6 KM) SW ALONG TH 84
 DE8338'FROM JCT OF TH 84 AND C O RD 5IN LONGVILLE, AT TH 84 MP 15.15, 33.0 FT
 DE8338'(10.1 M) EAST OF TH 84, 0.15 MI (0.24 KM) NORTH OF CO RD46, 5.2 FT
 DE8338'(1.6 M) NE OF FENCE COR POST, 19.0 FT (5.8 M) NORTH OF DRIVEWAY, 14.9
 DE8338'FT (4.5 M) WNW OFP-POLE, 3.1 FT (0.9 M) EAST OF WIT POST.
 DE8338
 DE8338                          STATION RECOVERY (1999)
 DE8338
 DE8338'RECOVERY NOTE BY MN DEPT OF TRANSP 1999 (WAS)
 DE8338'9.0 MI (14.5 KM) SW OF LONGVILLE, 10.3 MI (16.6 KM) SW ALONG TH 84
 DE8338'FROM JCT OF TH 84 AND CO RD 5 IN LONGVILLE, AT TH 84 MP 15.15, 33.0 FT
 DE8338'(10.1 M) EAST OF TH 84, 0.15 MI (0.24 KM) NORTH OF CO RD 46, 5.2 FT
 DE8338'(1.6 M) NE OF FENCE COR POST, 19.0 FT (5.8 M) NORTH OF DRIVEWAY, 14.9
 DE8338'FT (4.5 M) WNW OF P-POLE, 3.1 FT (0.9 M) EAST OF WIT POST, MAGNETIC,
 DE8338'RECESSED 1 IN.
 DE8338
 DE8338                          STATION RECOVERY (2007)
 DE8338
 DE8338'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (DJS)
 DE8338'RECOVERED AS DESCRIBED.
 DE8338
 DE8338                          STATION RECOVERY (2014)
 DE8338
 DE8338'RECOVERY NOTE BY MN DEPT OF TRANSP 2014 (KMS)
 DE8338'RECOVERED AS DESCRIBED.
 DE8338
 DE8338                          STATION RECOVERY (2017)
 DE8338
 DE8338'RECOVERY NOTE BY MN DEPT OF TRANSP 2017 (DJH)
 DE8338'RECOVERED AS DESCRIBED.
 DE8338
 DE8338                          STATION RECOVERY (2020)
 DE8338
 DE8338'RECOVERY NOTE BY MN DEPT OF TRANSP 2020 (KMS)
 DE8338'RECOVERED IN GOOD CONDITION.
 DE8338
 DE8338                          STATION RECOVERY (2023)
 DE8338
 DE8338'RECOVERY NOTE BY MN DEPT OF TRANSP 2023 (TJD)
 DE8338'9.0 MI (14.5 KM) SOUTHWEST OF LONGVILLE, 10.3 MI (16.6 KM) SOUTHWEST
 DE8338'ALONG TRUNK HIGHWAY 84 FROM THE JUNCTION OF TRUNK HIGHWAY 84 AND
 DE8338'COUNTY ROAD 5 IN LONGVILLE, AT TRUNK HIGHWAY 84 MILE POINT 15.15, 33.0
 DE8338'FT (10.1 M) EAST OF TRUNK HIGHWAY 84, 5.2 FT (1.6 M) NORTHEAST OF A
 DE8338'FENCE CORNER POST, 19.0 FT (5.8 M) NORTH OF DRIVEWAY NUMBER 02190,
 DE8338'14.9 FT (4.5 M) WEST-NORTHWEST OF A POWER POLE WITH A GUY WIRE, 3.1 FT
 DE8338'(0.9 M) EAST OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DM5435 ***********************************************************************
 DM5435  DESIGNATION -  1111 E 1
 DM5435  PID         -  DM5435
 DM5435  STATE/COUNTY-  MN/CASS
 DM5435  COUNTRY     -  US
 DM5435  USGS QUAD   -  WOMAN LAKE (2019)
 DM5435
 DM5435                         *CURRENT SURVEY CONTROL
 DM5435  ______________________________________________________________________
 DM5435* NAD 83(1986) POSITION- 46 53 33.42   (N) 094 15 22.54   (W)   HD_HELD1
 DM5435* NAVD 88 ORTHO HEIGHT -   408.272 (meters)     1339.47  (feet) ADJUSTED
 DM5435  ______________________________________________________________________
 DM5435  GEOID HEIGHT    -        -28.256 (meters)                     GEOID18
 DM5435  DYNAMIC HEIGHT  -        408.289 (meters)     1339.53  (feet) COMP
 DM5435  MODELED GRAVITY -    980,644.7   (mgal)                       NAVD 88
 DM5435
 DM5435  VERT ORDER      -  SECOND    CLASS I
 DM5435
 DM5435.The horizontal coordinates were determined by differentially corrected
 DM5435.hand held GPS observations or other comparable positioning techniques
 DM5435.and have an estimated accuracy of +/- 3 meters.
 DM5435
 DM5435.The orthometric height was determined by differential leveling and
 DM5435.adjusted by the NATIONAL GEODETIC SURVEY
 DM5435.in March 2011.
 DM5435
 DM5435.No vertical observational check was made to the station.
 DM5435
 DM5435.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM5435.GEOID18 height accuracy estimate available here.
 DM5435
 DM5435.Click photographs - Photos may exist for this station.
 DM5435
 DM5435.The dynamic height is computed by dividing the NAVD 88
 DM5435.geopotential number by the normal gravity value computed on the
 DM5435.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM5435.degrees latitude (g = 980.6199 gals.).
 DM5435
 DM5435.The modeled gravity was interpolated from observed gravity values.
 DM5435
 DM5435;                    North         East    Units  Estimated Accuracy
 DM5435;SPC MN C     -   310,362.7     799,522.9     MT  (+/- 3 meters HH1 GPS) 
 DM5435
 DM5435_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVM0430193997(NAD 83)
 DM5435
 DM5435                          SUPERSEDED SURVEY CONTROL
 DM5435
 DM5435.No superseded survey control is available for this station.
 DM5435
 DM5435_MARKER: DD = SURVEY DISK
 DM5435_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DM5435_STAMPING: 1111 E 1 2007
 DM5435_MARK LOGO: MNDT
 DM5435_PROJECTION: FLUSH
 DM5435_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DM5435_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DM5435_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DM5435+SATELLITE: SATELLITE OBSERVATIONS - May 31, 2023
 DM5435_ROD/PIPE-DEPTH: 15.2 meters
 DM5435
 DM5435  HISTORY     - Date     Condition        Report By
 DM5435  HISTORY     - 2007     MONUMENTED       MNDT
 DM5435  HISTORY     - 20210707 GOOD             MNDT
 DM5435  HISTORY     - 20230531 GOOD             MNDT
 DM5435
 DM5435                          STATION DESCRIPTION
 DM5435
 DM5435'DESCRIBED BY MN DEPT OF TRANSP 2007
 DM5435'THE MARK IS 6.0 MI (9.7 KM) SOUTH OF LONGVILLE, 1.8 MI (2.9 KM) EAST
 DM5435'ALONG COUNTY ROAD 47 FROM THE JUNCTION OF COUNTY ROAD 47 AND TRUNK
 DM5435'HIGHWAY 84 (TRUNK HIGHWAY 84 MILE POINT 16.8).
 DM5435'
 DM5435'IT IS 57.0 FT (17.4 M) NORTH OF COUNTY ROAD 47, 108.0 FT (32.9 M) WEST
 DM5435'OF COUNTY ROAD 120, 56.3 FT (17.2 M) WEST OF POWER POLE, 1.5 FT (0.5
 DM5435'M) SOUTH OF A WITNESS POST.
 DM5435
 DM5435                          STATION RECOVERY (2021)
 DM5435
 DM5435'RECOVERY NOTE BY MN DEPT OF TRANSP 2021 (KMS)
 DM5435'6.0 MI (9.7 KM) SOUTH OF LONGVILLE, 1.8 MI (2.9 KM) EAST ALONG COUNTY
 DM5435'ROAD 47 FROM THE JUNCTION OF COUNTY ROAD 47 AND TRUNK HIGHWAY 84 (THE
 DM5435'JUNCTION IS 8.0 MI (12.9 KM) SOUTHWEST OF LONGVILLE), 57.0 FT (17.4 M)
 DM5435'NORTH OF COUNTY ROAD 47, 108.0 FT (32.9 M) WEST OF COUNTY ROAD 120,
 DM5435'56.3 FT (17.2 M) WEST OF A POWER POLE, 1.5 FT (0.5 M) SOUTH OF A
 DM5435'WITNESS POST.
 DM5435
 DM5435                          STATION RECOVERY (2023)
 DM5435
 DM5435'RECOVERY NOTE BY MN DEPT OF TRANSP 2023 (AJH)
 DM5435'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DM5436 ***********************************************************************
 DM5436  DESIGNATION -  1111 E 2
 DM5436  PID         -  DM5436
 DM5436  STATE/COUNTY-  MN/CASS
 DM5436  COUNTRY     -  US
 DM5436  USGS QUAD   -  LONGVILLE (2019)
 DM5436
 DM5436                         *CURRENT SURVEY CONTROL
 DM5436  ______________________________________________________________________
 DM5436* NAD 83(1986) POSITION- 46 53 29.98   (N) 094 13 40.78   (W)   HD_HELD1
 DM5436* NAVD 88 ORTHO HEIGHT -   406.822 (meters)     1334.72  (feet) ADJUSTED
 DM5436  ______________________________________________________________________
 DM5436  GEOID HEIGHT    -        -28.287 (meters)                     GEOID18
 DM5436  DYNAMIC HEIGHT  -        406.838 (meters)     1334.77  (feet) COMP
 DM5436  MODELED GRAVITY -    980,642.2   (mgal)                       NAVD 88
 DM5436
 DM5436  VERT ORDER      -  SECOND    CLASS I
 DM5436
 DM5436.The horizontal coordinates were determined by differentially corrected
 DM5436.hand held GPS observations or other comparable positioning techniques
 DM5436.and have an estimated accuracy of +/- 3 meters.
 DM5436
 DM5436.The orthometric height was determined by differential leveling and
 DM5436.adjusted by the NATIONAL GEODETIC SURVEY
 DM5436.in March 2011.
 DM5436
 DM5436.No vertical observational check was made to the station.
 DM5436
 DM5436.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM5436.GEOID18 height accuracy estimate available here.
 DM5436
 DM5436.Click photographs - Photos may exist for this station.
 DM5436
 DM5436.The dynamic height is computed by dividing the NAVD 88
 DM5436.geopotential number by the normal gravity value computed on the
 DM5436.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM5436.degrees latitude (g = 980.6199 gals.).
 DM5436
 DM5436.The modeled gravity was interpolated from observed gravity values.
 DM5436
 DM5436;                    North         East    Units  Estimated Accuracy
 DM5436;SPC MN C     -   310,256.7     801,677.0     MT  (+/- 3 meters HH1 GPS) 
 DM5436
 DM5436_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVM0645293856(NAD 83)
 DM5436
 DM5436                          SUPERSEDED SURVEY CONTROL
 DM5436
 DM5436.No superseded survey control is available for this station.
 DM5436
 DM5436_MARKER: DD = SURVEY DISK
 DM5436_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DM5436_STAMPING: 1111 E 2 2007
 DM5436_MARK LOGO: MNDT
 DM5436_PROJECTION: FLUSH
 DM5436_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DM5436_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DM5436_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DM5436+SATELLITE: SATELLITE OBSERVATIONS - May 31, 2023
 DM5436_ROD/PIPE-DEPTH: 10.7 meters
 DM5436
 DM5436  HISTORY     - Date     Condition        Report By
 DM5436  HISTORY     - 20070512 MONUMENTED       MNDT
 DM5436  HISTORY     - 20210707 GOOD             MNDT
 DM5436  HISTORY     - 20230531 GOOD             MNDT
 DM5436
 DM5436                          STATION DESCRIPTION
 DM5436
 DM5436'DESCRIBED BY MN DEPT OF TRANSP 2007
 DM5436'THE STATION IS LOCATED ABOUT 14.1 MI (22.7 KM) EAST OF HACKENSACK,
 DM5436'12.7 MI (20.4 KM) SOUTH-SOUTHEAST OF WHIPHOLT AND 6.6 MI (10.6 KM)
 DM5436'SOUTH OF LONGVILLE.
 DM5436'
 DM5436'TO REACH TO THE MARK GO 6.0 MI (9.7 KM) SOUTH OF LONGVILLE, 3.3 MI
 DM5436'(5.3 KM) EAST ALONG COUNTY ROAD 47 FROM THE JUNCTION OF COUNTY ROAD 47
 DM5436'AND TRUNK HIGHWAY 84 (TRUNK HIGHWAY 84 MILE POINT 16.8), 44.0 FT (13.4
 DM5436'M) NORTH OF COUNTY ROAD 47, 13.0 FT (4.0 M) EAST OF ENTRANCE, 2.0 FT
 DM5436'(0.6 M) SOUTH OF A WITNESS POST.
 DM5436
 DM5436                          STATION RECOVERY (2021)
 DM5436
 DM5436'RECOVERY NOTE BY MN DEPT OF TRANSP 2021 (KMS)
 DM5436'6.0 MI (9.7 KM) SOUTH OF LONGVILLE, 3.3 MI (5.3 KM) EAST ALONG COUNTY
 DM5436'ROAD 47 FROM THE JUNCTION OF COUNTY ROAD 47 AND TRUNK HIGHWAY 84 (THE
 DM5436'JUNCTION IS 8.0 MI (12.9 KM) SOUTHWEST OF LONGVILLE), 44.0 FT (13.4 M)
 DM5436'NORTH OF COUNTY ROAD 47, 13.0 FT (4.0 M) EAST OF AN ENTRANCE, 2.0 FT
 DM5436'(0.6 M) SOUTH OF A WITNESS POST.
 DM5436
 DM5436                          STATION RECOVERY (2023)
 DM5436
 DM5436'RECOVERY NOTE BY MN DEPT OF TRANSP 2023 (AJH)
 DM5436'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DM5437 ***********************************************************************
 DM5437  DESIGNATION -  1111 E 3
 DM5437  PID         -  DM5437
 DM5437  STATE/COUNTY-  MN/CASS
 DM5437  COUNTRY     -  US
 DM5437  USGS QUAD   -  LONGVILLE (2019)
 DM5437
 DM5437                         *CURRENT SURVEY CONTROL
 DM5437  ______________________________________________________________________
 DM5437* NAD 83(1986) POSITION- 46 52 41.     (N) 094 12 54.     (W)   SCALED
 DM5437* NAVD 88 ORTHO HEIGHT -   410.071 (meters)     1345.37  (feet) ADJUSTED
 DM5437  ______________________________________________________________________
 DM5437  GEOID HEIGHT    -        -28.279 (meters)                     GEOID18
 DM5437  DYNAMIC HEIGHT  -        410.087 (meters)     1345.43  (feet) COMP
 DM5437  MODELED GRAVITY -    980,640.1   (mgal)                       NAVD 88
 DM5437
 DM5437  VERT ORDER      -  SECOND    CLASS I
 DM5437
 DM5437.The horizontal coordinates were scaled from a map and have
 DM5437.an estimated accuracy of +/- 6 seconds.
 DM5437
 DM5437.The orthometric height was determined by differential leveling and
 DM5437.adjusted by the NATIONAL GEODETIC SURVEY
 DM5437.in March 2011.
 DM5437
 DM5437.No vertical observational check was made to the station.
 DM5437
 DM5437.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM5437.GEOID18 height accuracy estimate available here.
 DM5437
 DM5437.Click photographs - Photos may exist for this station.
 DM5437
 DM5437.The dynamic height is computed by dividing the NAVD 88
 DM5437.geopotential number by the normal gravity value computed on the
 DM5437.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM5437.degrees latitude (g = 980.6199 gals.).
 DM5437
 DM5437.The modeled gravity was interpolated from observed gravity values.
 DM5437
 DM5437;                    North         East    Units  Estimated Accuracy
 DM5437;SPC MN C     -   308,750.      802,670.      MT  (+/- 180 meters Scaled)
 DM5437
 DM5437_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVM074923(NAD 83)
 DM5437
 DM5437                          SUPERSEDED SURVEY CONTROL
 DM5437
 DM5437.No superseded survey control is available for this station.
 DM5437
 DM5437_MARKER: DD = SURVEY DISK
 DM5437_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DM5437_STAMPING: 1111 E 3 2007
 DM5437_MARK LOGO: MNDT
 DM5437_PROJECTION: FLUSH
 DM5437_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DM5437_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DM5437_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DM5437+SATELLITE: SATELLITE OBSERVATIONS - May 31, 2023
 DM5437_ROD/PIPE-DEPTH: 16.8 meters
 DM5437
 DM5437  HISTORY     - Date     Condition        Report By
 DM5437  HISTORY     - 2007     MONUMENTED       MNDT
 DM5437  HISTORY     - 20230531 GOOD             MNDT
 DM5437
 DM5437                          STATION DESCRIPTION
 DM5437
 DM5437'DESCRIBED BY MN DEPT OF TRANSP 2007
 DM5437'THE MAKR IS 6.0 MI (9.7 KM) SOUTH OF LONGVILLE, 3.9 MI (6.3 KM) EAST
 DM5437'ALONG COUNTY ROAD 47 FROM THE JUNCTION OF COUNTY ROAD 47 AND TRUNK
 DM5437'HIGHWAY 84 (TRUNK HIGHWAY 84 MILE POINT 16.8), THENCE 0.9 MI (1.4 KM)
 DM5437'SOUTH ON COUNTY ROAD 174.
 DM5437'
 DM5437'IT IS 24.0 FT (7.3 M) EAST OF COUNTY ROAD 174, 101.0 FT (30.8 M) SOUTH
 DM5437'OF POWER POLE WITH GUY WIRE PLUS TRANSFORMER NUMBER 10 AND TELEPHONE
 DM5437'PEDESTAL NUMBER 05 1000 34, 55.0 FT (16.8 M) SOUTH OF EXTENDED
 DM5437'DRIVEWAY NUMBER 02061, 2.0 FT (0.6 M) WEST OF A WITNESS POST.
 DM5437
 DM5437                          STATION RECOVERY (2023)
 DM5437
 DM5437'RECOVERY NOTE BY MN DEPT OF TRANSP 2023 (AJH)
 DM5437'6.0 MI (9.7 KM) SOUTH OF LONGVILLE, 3.9 MI (6.3 KM) EAST ALONG COUNTY
 DM5437'ROAD 47 FROM THE JUNCTION OF COUNTY ROAD 47 AND TRUNK HIGHWAY 84
 DM5437'(TRUNK HIGHWAY 84 MILE POINT 16.8), THEN 0.9 MI (1.4 KM) SOUTH ON
 DM5437'COUNTY ROAD 174, 24.0 FT (7.3 M) EAST OF COUNTY ROAD 174, 101.0 FT
 DM5437'(30.8 M) SOUTH OF A POWER POLE WITH A GUY WIRE PLUS TRANSFORMER NUMBER
 DM5437'10 AND TELEPHONE PEDESTAL NUMBER 05 1000 34, 55.0 FT (16.8 M) SOUTH OF
 DM5437'EXTENDED DRIVEWAY NUMBER 02061, 2.0 FT (0.6 M) WEST OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DQ4103 ***********************************************************************
 DQ4103  DESIGNATION -  1111 E RESET
 DQ4103  PID         -  DQ4103
 DQ4103  STATE/COUNTY-  MN/CASS
 DQ4103  COUNTRY     -  US
 DQ4103  USGS QUAD   -  WOMAN LAKE (2019)
 DQ4103
 DQ4103                         *CURRENT SURVEY CONTROL
 DQ4103  ______________________________________________________________________
 DQ4103* NAD 83(2011) POSITION- 46 53 30.44228(N) 094 18 32.37722(W)   ADJUSTED
 DQ4103* NAD 83(2011) ELLIP HT-   385.188 (meters)        (03/13/20)   ADJUSTED
 DQ4103* NAD 83(2011) EPOCH   -  2010.00
 DQ4103* NAVD 88 ORTHO HEIGHT -   413.369 (meters)     1356.19  (feet) ADJUSTED
 DQ4103  ______________________________________________________________________
 DQ4103  GEOID HEIGHT    -        -28.180 (meters)                     GEOID18
 DQ4103  NAD 83(2011) X  -   -328,096.204 (meters)                     COMP
 DQ4103  NAD 83(2011) Y  - -4,354,397.937 (meters)                     COMP
 DQ4103  NAD 83(2011) Z  -  4,633,833.438 (meters)                     COMP
 DQ4103  LAPLACE CORR    -         -4.42  (seconds)                    DEFLEC18
 DQ4103  DYNAMIC HEIGHT  -        413.389 (meters)     1356.26  (feet) COMP
 DQ4103  MODELED GRAVITY -    980,650.1   (mgal)                       NAVD 88
 DQ4103
 DQ4103  VERT ORDER      -  SECOND    CLASS I
 DQ4103
 DQ4103  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DQ4103  Standards:
 DQ4103         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DQ4103            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DQ4103  -------------------------------------------------------------------
 DQ4103  NETWORK    0.42   1.14           0.20   0.13   0.58     -0.03082346
 DQ4103  -------------------------------------------------------------------
 DQ4103  Click here for local accuracies and other accuracy information.
 DQ4103
 DQ4103.The horizontal coordinates were established by GPS observations
 DQ4103.and adjusted by the MN DEPT OF TRANSP in March 2020.
 DQ4103
 DQ4103.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DQ4103.been affixed to the stable North American tectonic plate. See 
 DQ4103.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DQ4103
 DQ4103.The horizontal coordinates are valid at the epoch date displayed above
 DQ4103.which is a decimal equivalence of Year/Month/Day.
 DQ4103
 DQ4103.The orthometric height was determined by differential leveling and
 DQ4103.adjusted by the NATIONAL GEODETIC SURVEY
 DQ4103.in February 2020.
 DQ4103
 DQ4103.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ4103.GEOID18 height accuracy estimate available here.
 DQ4103
 DQ4103.Click photographs - Photos may exist for this station.
 DQ4103
 DQ4103.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DQ4103
 DQ4103.The Laplace correction was computed from DEFLEC18 derived deflections.
 DQ4103
 DQ4103.The ellipsoidal height was determined by GPS observations
 DQ4103.and is referenced to NAD 83.
 DQ4103
 DQ4103.The dynamic height is computed by dividing the NAVD 88
 DQ4103.geopotential number by the normal gravity value computed on the
 DQ4103.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ4103.degrees latitude (g = 980.6199 gals.).
 DQ4103
 DQ4103.The modeled gravity was interpolated from observed gravity values.
 DQ4103
 DQ4103. The following values were computed from the NAD 83(2011) position.
 DQ4103
 DQ4103;                    North         East     Units Scale Factor Converg.
 DQ4103;SPC MN C     -   310,272.446   795,504.265   MT  0.99996926   -0 02 33.6
 DQ4103;SPC MN C     - 1,017,952.18  2,609,916.91   sFT  0.99996926   -0 02 33.6
 DQ4103;UTM  15      - 5,193,970.860   400,282.819   MT  0.99972221   -0 57 20.6
 DQ4103
 DQ4103!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DQ4103!SPC MN C     -   0.99993962  x   0.99996926  =   0.99990889
 DQ4103!UTM  15      -   0.99993962  x   0.99972221  =   0.99966185
 DQ4103
 DQ4103_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVM0028293970(NAD 83)
 DQ4103
 DQ4103                          SUPERSEDED SURVEY CONTROL
 DQ4103
 DQ4103  NAVD 88 (05/02/18)  413.367  (m)         1356.19   (f) SUPERSEDED  2 1
 DQ4103
 DQ4103.Superseded values are not recommended for survey control.
 DQ4103
 DQ4103.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DQ4103.See file dsdata.pdf to determine how the superseded data were derived.
 DQ4103
 DQ4103_MARKER: I = METAL ROD
 DQ4103_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DQ4103_STAMPING: 1111 E RESET 2014
 DQ4103_MARK LOGO: MNDT
 DQ4103_PROJECTION: RECESSED 8 CENTIMETERS
 DQ4103_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DQ4103_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ4103_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ4103+SATELLITE: SATELLITE OBSERVATIONS - May 16, 2023
 DQ4103_ROD/PIPE-DEPTH: 16.8 meters
 DQ4103
 DQ4103  HISTORY     - Date     Condition        Report By
 DQ4103  HISTORY     - 20140820 MONUMENTED       MNDT
 DQ4103  HISTORY     - 20170826 GOOD             MNDT
 DQ4103  HISTORY     - 20230516 GOOD             MNDT
 DQ4103
 DQ4103                          STATION DESCRIPTION
 DQ4103
 DQ4103'DESCRIBED BY MN DEPT OF TRANSP 2014
 DQ4103'THE MARK IS LOCATED ABOUT 8.5 MI (13.7 KM) SOUTHWEST OF LONGVILLE.
 DQ4103'
 DQ4103'TO REACH THE MARK GO 9.35 MI (15.04 KM) SOUTHWEST ALONG TRUNK HIGHWAY
 DQ4103'84 FROM THE JUNCTION OF TRUNK HIGHWAY 84 AND COUNTY ROAD 5 IN
 DQ4103'LONGVILLE, AT TRUNK HIGHWAY 84 MILE POINT 16.10.
 DQ4103'
 DQ4103'THE MARK IS LOCATED 31.5 FT (9.6 M) NORTH OF TRUNK HIGHWAY 84, 2.0 FT
 DQ4103'(0.6 M) SOUTH OF A FENCE, 43.8 FT (13.4 M) EAST OF POWER POLE, 3.1 FT
 DQ4103'(0.9 M) WEST OF A WITNESS POST.
 DQ4103'
 DQ4103'NOTE-THE STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM ROD
 DQ4103'DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION REMOVABLE DISK
 DQ4103'SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH PVC
 DQ4103'PIPE BACK FILLED WITH WASHED SAND.
 DQ4103
 DQ4103                          STATION RECOVERY (2017)
 DQ4103
 DQ4103'RECOVERY NOTE BY MN DEPT OF TRANSP 2017 (DJH)
 DQ4103'RECOVERED AS DESCRIBED.
 DQ4103
 DQ4103                          STATION RECOVERY (2023)
 DQ4103
 DQ4103'RECOVERY NOTE BY MN DEPT OF TRANSP 2023 (TJD)
 DQ4103'8.5 MI (13.7 KM) SOUTHWEST OF LONGVILLE, 9.35 MI (15.04 KM) SOUTHWEST
 DQ4103'ALONG TRUNK HIGHWAY 84 FROM THE JUNCTION OF TRUNK HIGHWAY 84 AND
 DQ4103'COUNTY ROAD 5 IN LONGVILLE, AT TRUNK HIGHWAY 84 MILE POINT 16.10, 31.5
 DQ4103'FT (9.6 M) NORTH OF TRUNK HIGHWAY 84, 2.0 FT (0.6 M) SOUTH OF A FENCE,
 DQ4103'43.8 FT (13.4 M) EAST OF A POWER POLE, 3.1 FT (0.9 M) WEST OF A
 DQ4103'WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DQ4106 ***********************************************************************
 DQ4106  DESIGNATION -  1111 G RESET
 DQ4106  PID         -  DQ4106
 DQ4106  STATE/COUNTY-  MN/CASS
 DQ4106  COUNTRY     -  US
 DQ4106  USGS QUAD   -  WOMAN LAKE (2019)
 DQ4106
 DQ4106                         *CURRENT SURVEY CONTROL
 DQ4106  ______________________________________________________________________
 DQ4106* NAD 83(2011) POSITION- 46 55 34.24380(N) 094 15 33.09382(W)   ADJUSTED
 DQ4106* NAD 83(2011) ELLIP HT-   393.383 (meters)        (03/13/20)   ADJUSTED
 DQ4106* NAD 83(2011) EPOCH   -  2010.00
 DQ4106* NAVD 88 ORTHO HEIGHT -   421.655 (meters)     1383.38  (feet) ADJUSTED
 DQ4106  ______________________________________________________________________
 DQ4106  GEOID HEIGHT    -        -28.271 (meters)                     GEOID18
 DQ4106  NAD 83(2011) X  -   -324,104.337 (meters)                     COMP
 DQ4106  NAD 83(2011) Y  - -4,351,902.753 (meters)                     COMP
 DQ4106  NAD 83(2011) Z  -  4,636,451.318 (meters)                     COMP
 DQ4106  LAPLACE CORR    -         -4.44  (seconds)                    DEFLEC18
 DQ4106  DYNAMIC HEIGHT  -        421.676 (meters)     1383.45  (feet) COMP
 DQ4106  MODELED GRAVITY -    980,649.2   (mgal)                       NAVD 88
 DQ4106
 DQ4106  VERT ORDER      -  SECOND    CLASS I
 DQ4106
 DQ4106  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DQ4106  Standards:
 DQ4106         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DQ4106            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DQ4106  -------------------------------------------------------------------
 DQ4106  NETWORK    0.54   1.43           0.25   0.17   0.73     -0.17509575
 DQ4106  -------------------------------------------------------------------
 DQ4106  Click here for local accuracies and other accuracy information.
 DQ4106
 DQ4106.The horizontal coordinates were established by GPS observations
 DQ4106.and adjusted by the MN DEPT OF TRANSP in March 2020.
 DQ4106
 DQ4106.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DQ4106.been affixed to the stable North American tectonic plate. See 
 DQ4106.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DQ4106
 DQ4106.The horizontal coordinates are valid at the epoch date displayed above
 DQ4106.which is a decimal equivalence of Year/Month/Day.
 DQ4106
 DQ4106.The orthometric height was determined by differential leveling and
 DQ4106.adjusted by the NATIONAL GEODETIC SURVEY
 DQ4106.in February 2020.
 DQ4106
 DQ4106.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ4106.GEOID18 height accuracy estimate available here.
 DQ4106
 DQ4106.Click photographs - Photos may exist for this station.
 DQ4106
 DQ4106.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DQ4106
 DQ4106.The Laplace correction was computed from DEFLEC18 derived deflections.
 DQ4106
 DQ4106.The ellipsoidal height was determined by GPS observations
 DQ4106.and is referenced to NAD 83.
 DQ4106
 DQ4106.The dynamic height is computed by dividing the NAVD 88
 DQ4106.geopotential number by the normal gravity value computed on the
 DQ4106.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ4106.degrees latitude (g = 980.6199 gals.).
 DQ4106
 DQ4106.The modeled gravity was interpolated from observed gravity values.
 DQ4106
 DQ4106. The following values were computed from the NAD 83(2011) position.
 DQ4106
 DQ4106;                    North         East     Units Scale Factor Converg.
 DQ4106;SPC MN C     -   314,093.734   799,299.893   MT  0.99997529   -0 00 23.9
 DQ4106;SPC MN C     - 1,030,489.19  2,622,369.73   sFT  0.99997529   -0 00 23.9
 DQ4106;UTM  15      - 5,197,730.215   404,137.881   MT  0.99971294   -0 55 11.6
 DQ4106
 DQ4106!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DQ4106!SPC MN C     -   0.99993834  x   0.99997529  =   0.99991363
 DQ4106!UTM  15      -   0.99993834  x   0.99971294  =   0.99965130
 DQ4106
 DQ4106_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVM0413797730(NAD 83)
 DQ4106
 DQ4106                          SUPERSEDED SURVEY CONTROL
 DQ4106
 DQ4106  NAVD 88 (05/02/18)  421.654  (m)         1383.38   (f) SUPERSEDED  2 1
 DQ4106
 DQ4106.Superseded values are not recommended for survey control.
 DQ4106
 DQ4106.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DQ4106.See file dsdata.pdf to determine how the superseded data were derived.
 DQ4106
 DQ4106_MARKER: I = METAL ROD
 DQ4106_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DQ4106_STAMPING: 1111 G RESET 2014
 DQ4106_MARK LOGO: MNDT
 DQ4106_PROJECTION: RECESSED 5 CENTIMETERS
 DQ4106_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DQ4106_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ4106_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ4106+SATELLITE: SATELLITE OBSERVATIONS - May 31, 2023
 DQ4106_ROD/PIPE-DEPTH: 13.7 meters
 DQ4106
 DQ4106  HISTORY     - Date     Condition        Report By
 DQ4106  HISTORY     - 20140820 MONUMENTED       MNDT
 DQ4106  HISTORY     - 20170826 GOOD             MNDT
 DQ4106  HISTORY     - 20230531 GOOD             MNDT
 DQ4106
 DQ4106                          STATION DESCRIPTION
 DQ4106
 DQ4106'DESCRIBED BY MN DEPT OF TRANSP 2014
 DQ4106'THE MARK IS LOCATED ABOUT 4.5 MI (7.2 KM) SOUTHWEST OF LONGVILLE.
 DQ4106'
 DQ4106'TO REACH THE MARK GO 5.35 MI (8.61 KM) SOUTHWEST ALONG TRUNK HIGHWAY
 DQ4106'84 FROM THE JUNCTION OF TRUNK HIGHWAY 84 AND COUNTY ROAD 5 IN
 DQ4106'LONGVILLE, AT TRUNK HIGHWAY 84 MILE POINT 20.20.
 DQ4106'
 DQ4106'THE MARK IS LOCATED 30.3 FT (9.2 M) NORTHWEST OF TRUNK HIGHWAY 84,
 DQ4106'28.6 FT (8.7 M) SOUTHWEST OF OLSON ROAD NORTHEAST, 5.5 FT (1.7 M) WEST
 DQ4106'OF STREET SIGN POST, 17.2 FT (5.2 M) NORTHEAST OF POWER POLE, 3.7 FT
 DQ4106'(1.1 M) NORTHWEST OF A WITNESS POST.
 DQ4106'
 DQ4106'NOTE-THE STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM ROD
 DQ4106'DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION REMOVABLE DISK
 DQ4106'SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH PVC
 DQ4106'PIPE BACK FILLED WITH WASHED SAND.
 DQ4106
 DQ4106                          STATION RECOVERY (2017)
 DQ4106
 DQ4106'RECOVERY NOTE BY MN DEPT OF TRANSP 2017 (TJS)
 DQ4106'RECOVERED AS DESCRIBED.
 DQ4106
 DQ4106                          STATION RECOVERY (2023)
 DQ4106
 DQ4106'RECOVERY NOTE BY MN DEPT OF TRANSP 2023 (AJH)
 DQ4106'4.5 MI (7.2 KM) SOUTHWEST OF LONGVILLE, 5.35 MI (8.61 KM) SOUTHWEST
 DQ4106'ALONG TRUNK HIGHWAY 84 FROM THE JUNCTION OF TRUNK HIGHWAY 84 AND
 DQ4106'COUNTY ROAD 5 IN LONGVILLE, AT TRUNK HIGHWAY 84 MILE POINT 20.20, 30.3
 DQ4106'FT (9.2 M) NORTHWEST OF TRUNK HIGHWAY 84, 28.6 FT (8.7 M) SOUTHWEST OF
 DQ4106'OLSON ROAD NORTHEAST, 5.5 FT (1.7 M) WEST OF A STREET SIGNPOST, 17.2
 DQ4106'FT (5.2 M) NORTHEAST OF A POWER POLE, 3.7 FT (1.1 M) NORTHWEST OF A
 DQ4106'WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DE8342 ***********************************************************************
 DE8342  DESIGNATION -  1111 H
 DE8342  PID         -  DE8342
 DE8342  STATE/COUNTY-  MN/CASS
 DE8342  COUNTRY     -  US
 DE8342  USGS QUAD   -  LONGVILLE (2019)
 DE8342
 DE8342                         *CURRENT SURVEY CONTROL
 DE8342  ______________________________________________________________________
 DE8342* NAD 83(2011) POSITION- 46 56 11.45930(N) 094 14 43.47203(W)   ADJUSTED
 DE8342* NAD 83(2011) ELLIP HT-   379.397 (meters)        (06/27/12)   ADJUSTED
 DE8342* NAD 83(2011) EPOCH   -  2010.00
 DE8342* NAVD 88 ORTHO HEIGHT -   407.687 (meters)     1337.55  (feet) ADJUSTED
 DE8342  ______________________________________________________________________
 DE8342  GEOID HEIGHT    -        -28.296 (meters)                     GEOID18
 DE8342  NAD 83(2011) X  -   -322,994.515 (meters)                     COMP
 DE8342  NAD 83(2011) Y  - -4,351,133.772 (meters)                     COMP
 DE8342  NAD 83(2011) Z  -  4,637,225.928 (meters)                     COMP
 DE8342  LAPLACE CORR    -         -4.42  (seconds)                    DEFLEC18
 DE8342  DYNAMIC HEIGHT  -        407.706 (meters)     1337.62  (feet) COMP
 DE8342  MODELED GRAVITY -    980,649.0   (mgal)                       NAVD 88
 DE8342
 DE8342  VERT ORDER      -  SECOND    CLASS I
 DE8342
 DE8342  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DE8342  Standards:
 DE8342         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DE8342            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DE8342  -------------------------------------------------------------------
 DE8342  NETWORK    0.46   0.65           0.21   0.15   0.33     -0.17752793
 DE8342  -------------------------------------------------------------------
 DE8342  Click here for local accuracies and other accuracy information.
 DE8342
 DE8342.The horizontal coordinates were established by GPS observations
 DE8342.and adjusted by the National Geodetic Survey in June 2012.
 DE8342
 DE8342.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DE8342.been affixed to the stable North American tectonic plate. See 
 DE8342.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DE8342
 DE8342.The horizontal coordinates are valid at the epoch date displayed above
 DE8342.which is a decimal equivalence of Year/Month/Day.
 DE8342
 DE8342.The orthometric height was determined by differential leveling and
 DE8342.adjusted by the NATIONAL GEODETIC SURVEY
 DE8342.in August 2004.
 DE8342
 DE8342.Significant digits in the geoid height do not necessarily reflect accuracy.
 DE8342.GEOID18 height accuracy estimate available here.
 DE8342
 DE8342.Click photographs - Photos may exist for this station.
 DE8342
 DE8342.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DE8342
 DE8342.The Laplace correction was computed from DEFLEC18 derived deflections.
 DE8342
 DE8342.The ellipsoidal height was determined by GPS observations
 DE8342.and is referenced to NAD 83.
 DE8342
 DE8342.The dynamic height is computed by dividing the NAVD 88
 DE8342.geopotential number by the normal gravity value computed on the
 DE8342.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE8342.degrees latitude (g = 980.6199 gals.).
 DE8342
 DE8342.The modeled gravity was interpolated from observed gravity values.
 DE8342
 DE8342. The following values were computed from the NAD 83(2011) position.
 DE8342
 DE8342;                    North         East     Units Scale Factor Converg.
 DE8342;SPC MN C     -   315,242.906   800,349.586   MT  0.99997717   +0 00 12.0
 DE8342;SPC MN C     - 1,034,259.43  2,625,813.60   sFT  0.99997717   +0 00 12.0
 DE8342;UTM  15      - 5,198,862.211   405,205.475   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  =   0.99965099
 DE8342
 DE8342_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVM0520598862(NAD 83)
 DE8342
 DE8342                          SUPERSEDED SURVEY CONTROL
 DE8342
 DE8342  NAD 83(2007)-  46 56 11.45926(N)    094 14 43.47280(W) AD(2002.00) 0
 DE8342  ELLIP H (02/10/07)  379.431  (m)                       GP(2002.00)    
 DE8342  NAD 83(1996)-  46 56 11.45915(N)    094 14 43.47269(W) AD(       ) 1
 DE8342  ELLIP H (10/21/02)  379.436  (m)                       GP(       ) 3 2
 DE8342  NAVD 88             407.69   (m)         1337.6    (f) LEVELING    3  
 DE8342
 DE8342.Superseded values are not recommended for survey control.
 DE8342
 DE8342.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE8342.See file dsdata.pdf to determine how the superseded data were derived.
 DE8342
 DE8342_MARKER: DD = SURVEY DISK
 DE8342_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DE8342_STAMPING: 1111 H 1999
 DE8342_MARK LOGO: MNDT
 DE8342_PROJECTION: FLUSH
 DE8342_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DE8342_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DE8342_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE8342+SATELLITE: SATELLITE OBSERVATIONS - May 31, 2023
 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  HISTORY     - 20140820 GOOD             MNDT
 DE8342  HISTORY     - 20170826 GOOD             MNDT
 DE8342  HISTORY     - 20230531 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.
 DE8342
 DE8342                          STATION RECOVERY (2014)
 DE8342
 DE8342'RECOVERY NOTE BY MN DEPT OF TRANSP 2014 (MAS)
 DE8342'RECOVERED AS DESCRIBED.
 DE8342
 DE8342                          STATION RECOVERY (2017)
 DE8342
 DE8342'RECOVERY NOTE BY MN DEPT OF TRANSP 2017 (TJS)
 DE8342'RECOVERED AS DESCRIBED.
 DE8342
 DE8342                          STATION RECOVERY (2023)
 DE8342
 DE8342'RECOVERY NOTE BY MN DEPT OF TRANSP 2023 (AJH)
 DE8342'3.75 MI (6.03 KM) SOUTHWEST OF LONGVILLE, 4.2 MI (6.8 KM) SOUTHWEST
 DE8342'ALONG TRUNK HIGHWAY 84 FROM THE JUNCTION OF TRUNK HIGHWAY 84 AND
 DE8342'COUNTY ROAD 5 IN LONGVILLE, AT TRUNK HIGHWAY 84 MILE POINT 21.25, 28.0
 DE8342'FT (8.5 M) SOUTHEAST TRUNK HIGHWAY 84, 19.0 FT (5.8 M) NORTHEAST OF
 DE8342'DRIVEWAY NUMBER 3621 EXTENDED, 36.7 FT (11.2 M) SOUTHWEST OF A POWER
 DE8342'POLE, 62.1 FT (18.9 M) SOUTHEAST OF A CABLE PEDESTAL, 3.0 FT (0.9 M)
 DE8342'NORTHEAST OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DE8343 ***********************************************************************
 DE8343  DESIGNATION -  1111 J
 DE8343  PID         -  DE8343
 DE8343  STATE/COUNTY-  MN/CASS
 DE8343  COUNTRY     -  US
 DE8343  USGS QUAD   -  LONGVILLE (2019)
 DE8343
 DE8343                         *CURRENT SURVEY CONTROL
 DE8343  ______________________________________________________________________
 DE8343* NAD 83(2011) POSITION- 46 57 24.52096(N) 094 13 21.88654(W)   ADJUSTED
 DE8343* NAD 83(2011) ELLIP HT-   400.058 (meters)        (06/27/12)   ADJUSTED
 DE8343* NAD 83(2011) EPOCH   -  2010.00
 DE8343* NAVD 88 ORTHO HEIGHT -   428.391 (meters)     1405.48  (feet) ADJUSTED
 DE8343  ______________________________________________________________________
 DE8343  GEOID HEIGHT    -        -28.341 (meters)                     GEOID18
 DE8343  NAD 83(2011) X  -   -321,153.088 (meters)                     COMP
 DE8343  NAD 83(2011) Y  - -4,349,630.997 (meters)                     COMP
 DE8343  NAD 83(2011) Z  -  4,638,781.367 (meters)                     COMP
 DE8343  LAPLACE CORR    -         -4.85  (seconds)                    DEFLEC18
 DE8343  DYNAMIC HEIGHT  -        428.412 (meters)     1405.55  (feet) COMP
 DE8343  MODELED GRAVITY -    980,649.7   (mgal)                       NAVD 88
 DE8343
 DE8343  VERT ORDER      -  SECOND    CLASS I
 DE8343
 DE8343  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DE8343  Standards:
 DE8343         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DE8343            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DE8343  -------------------------------------------------------------------
 DE8343  NETWORK    0.44   0.84           0.20   0.15   0.43     -0.07310656
 DE8343  -------------------------------------------------------------------
 DE8343  Click here for local accuracies and other accuracy information.
 DE8343
 DE8343.The horizontal coordinates were established by GPS observations
 DE8343.and adjusted by the National Geodetic Survey in June 2012.
 DE8343
 DE8343.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DE8343.been affixed to the stable North American tectonic plate. See 
 DE8343.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DE8343
 DE8343.The horizontal coordinates are valid at the epoch date displayed above
 DE8343.which is a decimal equivalence of Year/Month/Day.
 DE8343
 DE8343.The orthometric height was determined by differential leveling and
 DE8343.adjusted by the NATIONAL GEODETIC SURVEY
 DE8343.in February 2020.
 DE8343
 DE8343.Significant digits in the geoid height do not necessarily reflect accuracy.
 DE8343.GEOID18 height accuracy estimate available here.
 DE8343
 DE8343.Click photographs - Photos may exist for this station.
 DE8343
 DE8343.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DE8343
 DE8343.The Laplace correction was computed from DEFLEC18 derived deflections.
 DE8343
 DE8343.The ellipsoidal height was determined by GPS observations
 DE8343.and is referenced to NAD 83.
 DE8343
 DE8343.The dynamic height is computed by dividing the NAVD 88
 DE8343.geopotential number by the normal gravity value computed on the
 DE8343.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE8343.degrees latitude (g = 980.6199 gals.).
 DE8343
 DE8343.The modeled gravity was interpolated from observed gravity values.
 DE8343
 DE8343. The following values were computed from the NAD 83(2011) position.
 DE8343
 DE8343;                    North         East     Units Scale Factor Converg.
 DE8343;SPC MN C     -   317,499.386   802,074.440   MT  0.99998097   +0 01 11.0
 DE8343;SPC MN C     - 1,041,662.57  2,631,472.56   sFT  0.99998097   +0 01 11.0
 DE8343;UTM  15      - 5,201,090.306   406,965.602   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  =   0.99991827
 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 36.1
 DE8343:UTM  15      -  1111 K                                   025 45 24.4
 DE8343
 DE8343_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVN0696501090(NAD 83)
 DE8343
 DE8343|---------------------------------------------------------------------|
 DE8343| PID    Reference Object                     Distance      Geod. Az  |
 DE8343|                                                           dddmmss.s |
 DE8343| DE8344 1111 K                              APPROX. 1.5 KM 0245147.1 |
 DE8343|---------------------------------------------------------------------|
 DE8343
 DE8343                          SUPERSEDED SURVEY CONTROL
 DE8343
 DE8343  NAD 83(2007)-  46 57 24.52088(N)    094 13 21.88738(W) AD(2002.00) 0
 DE8343  ELLIP H (02/10/07)  400.083  (m)                       GP(2002.00)    
 DE8343  NAD 83(1996)-  46 57 24.52082(N)    094 13 21.88721(W) AD(       ) 1
 DE8343  ELLIP H (10/21/02)  400.080  (m)                       GP(       ) 3 2
 DE8343  NAVD 88 (08/10/04)  428.393  (m)         1405.49   (f) SUPERSEDED  2 1
 DE8343  NAVD 88             428.40   (m)         1405.5    (f) LEVELING    3  
 DE8343
 DE8343.Superseded values are not recommended for survey control.
 DE8343
 DE8343.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE8343.See file dsdata.pdf to determine how the superseded data were derived.
 DE8343
 DE8343_MARKER: DD = SURVEY DISK
 DE8343_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DE8343_STAMPING: 1111 J 1999
 DE8343_MARK LOGO: MNDT
 DE8343_PROJECTION: FLUSH
 DE8343_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DE8343_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DE8343_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE8343+SATELLITE: SATELLITE OBSERVATIONS - May 31, 2023
 DE8343_ROD/PIPE-DEPTH: 13.7 meters
 DE8343
 DE8343  HISTORY     - Date     Condition        Report By
 DE8343  HISTORY     - 1999     MONUMENTED       MNDT
 DE8343  HISTORY     - 19991004 GOOD             MNDT
 DE8343  HISTORY     - 20050330 GOOD             MNDT
 DE8343  HISTORY     - 20140820 GOOD             MNDT
 DE8343  HISTORY     - 20170825 GOOD             MNDT
 DE8343  HISTORY     - 20230531 GOOD             MNDT
 DE8343
 DE8343                          STATION DESCRIPTION
 DE8343
 DE8343'DESCRIBED BY MN DEPT OF TRANSP 1999 (DKH)
 DE8343'2.25 MI (3.62 KM) SW OF LONGVILLE, 3.30 MI (5.31 KM) SW ALONG TH 84
 DE8343'FROM JCT OF TH 84 AND CO RD 5IN LONGVILLE, AT TH 84 MP 23.15, 34.0 FT
 DE8343'(10.4 M) WEST OF TH 84, 66.6 FT (20.3 M) NORTH P-POLE,2.9 FT NORTH OF
 DE8343'WIT POST.
 DE8343
 DE8343                          STATION RECOVERY (1999)
 DE8343
 DE8343'RECOVERY NOTE BY MN DEPT OF TRANSP 1999 (WAS)
 DE8343'2.25 MI (3.62 KM) SW OF LONGVILLE, 3.30 MI (5.31 KM) SW ALONG TH 84
 DE8343'FROM JCT OF TH 84 AND CO RD 5 IN LONGVILLE, AT TH 84 MP 23.15, 34.0 FT
 DE8343'(10.4 M) WEST OF TH 84, 66.6 FT (20.3 M) NORTH P-POLE, 2.9 FT (0.9 M)
 DE8343'NORTH OF WIT POST, MAGNETIC, FLUSH.
 DE8343
 DE8343                          STATION RECOVERY (2005)
 DE8343
 DE8343'RECOVERY NOTE BY MN DEPT OF TRANSP 2005 (LP)
 DE8343'2.25 MILES SOUTHWEST OF LONGVILLE, 2.30 MILES SOUTHWEST ALONG TRUNK
 DE8343'HIGHWAY 84 FROM JUNCTION OF TRUNK HIGHWAY 84 AND COUNTY ROAD 5 IN
 DE8343'LONGVILLE, AT TRUNK HIGHWAY 84 MILEPOINT 23.15, 34.0 FEET WEST OF
 DE8343'TRUNK HIGHWAY 84, 66.6 FEET NORTH POWER POLE, 2.9 FEET NORTH OF
 DE8343'WITNESS POST
 DE8343
 DE8343                          STATION RECOVERY (2014)
 DE8343
 DE8343'RECOVERY NOTE BY MN DEPT OF TRANSP 2014 (MAS)
 DE8343'RECOVERED AS DESCRIBED.
 DE8343
 DE8343                          STATION RECOVERY (2017)
 DE8343
 DE8343'RECOVERY NOTE BY MN DEPT OF TRANSP 2017 (DJH)
 DE8343'RECOVERED AS DESCRIBED.
 DE8343
 DE8343                          STATION RECOVERY (2023)
 DE8343
 DE8343'RECOVERY NOTE BY MN DEPT OF TRANSP 2023 (AJH)
 DE8343'2.25 MI (3.62 KM) SOUTHWEST OF LONGVILLE, 2.3 MI (3.7 KM) SOUTHWEST
 DE8343'ALONG TRUNK HIGHWAY 84 FROM THE JUNCTION OF TRUNK HIGHWAY 84 AND
 DE8343'COUNTY ROAD 5 IN LONGVILLE, AT TRUNK HIGHWAY 84 MILE POINT 23.15, 34.0
 DE8343'FT (10.4 M) WEST OF TRUNK HIGHWAY 84, 66.6 FT (20.3 M) NORTH OF A
 DE8343'POWER POLE, 2.9 FT (0.9 M) NORTH OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DQ4109 ***********************************************************************
 DQ4109  DESIGNATION -  1111 K RESET
 DQ4109  PID         -  DQ4109
 DQ4109  STATE/COUNTY-  MN/CASS
 DQ4109  COUNTRY     -  US
 DQ4109  USGS QUAD   -  LONGVILLE (2019)
 DQ4109
 DQ4109                         *CURRENT SURVEY CONTROL
 DQ4109  ______________________________________________________________________
 DQ4109* NAD 83(1986) POSITION- 46 58 09.09   (N) 094 12 51.72   (W)   HD_HELD1
 DQ4109* NAVD 88 ORTHO HEIGHT -   422.985 (meters)     1387.74  (feet) ADJUSTED
 DQ4109  ______________________________________________________________________
 DQ4109  GEOID HEIGHT    -        -28.361 (meters)                     GEOID18
 DQ4109  DYNAMIC HEIGHT  -        423.006 (meters)     1387.81  (feet) COMP
 DQ4109  MODELED GRAVITY -    980,651.0   (mgal)                       NAVD 88
 DQ4109
 DQ4109  VERT ORDER      -  SECOND    CLASS I
 DQ4109
 DQ4109.The horizontal coordinates were determined by differentially corrected
 DQ4109.hand held GPS observations or other comparable positioning techniques
 DQ4109.and have an estimated accuracy of +/- 3 meters.
 DQ4109
 DQ4109.The orthometric height was determined by differential leveling and
 DQ4109.adjusted by the NATIONAL GEODETIC SURVEY
 DQ4109.in February 2020.
 DQ4109
 DQ4109.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ4109.GEOID18 height accuracy estimate available here.
 DQ4109
 DQ4109.Click photographs - Photos may exist for this station.
 DQ4109
 DQ4109.The dynamic height is computed by dividing the NAVD 88
 DQ4109.geopotential number by the normal gravity value computed on the
 DQ4109.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ4109.degrees latitude (g = 980.6199 gals.).
 DQ4109
 DQ4109.The modeled gravity was interpolated from observed gravity values.
 DQ4109
 DQ4109;                    North         East    Units  Estimated Accuracy
 DQ4109;SPC MN C     -   318,875.9     802,711.6     MT  (+/- 3 meters HH1 GPS) 
 DQ4109
 DQ4109_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVN0762402456(NAD 83)
 DQ4109
 DQ4109                          SUPERSEDED SURVEY CONTROL
 DQ4109
 DQ4109  NAVD 88 (05/02/18)  422.987  (m)         1387.75   (f) SUPERSEDED  2 1
 DQ4109
 DQ4109.Superseded values are not recommended for survey control.
 DQ4109
 DQ4109.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DQ4109.See file dsdata.pdf to determine how the superseded data were derived.
 DQ4109
 DQ4109_MARKER: I = METAL ROD
 DQ4109_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DQ4109_STAMPING: 1111 K RESET 2014
 DQ4109_MARK LOGO: MNDT
 DQ4109_PROJECTION: RECESSED 8 CENTIMETERS
 DQ4109_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DQ4109_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ4109_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ4109+SATELLITE: SATELLITE OBSERVATIONS - May 31, 2023
 DQ4109_ROD/PIPE-DEPTH: 11.3 meters
 DQ4109
 DQ4109  HISTORY     - Date     Condition        Report By
 DQ4109  HISTORY     - 20140820 MONUMENTED       MNDT
 DQ4109  HISTORY     - 20230531 GOOD             MNDT
 DQ4109
 DQ4109                          STATION DESCRIPTION
 DQ4109
 DQ4109'DESCRIBED BY MN DEPT OF TRANSP 2014
 DQ4109'THE MARK IS LOCATED ABOUT 1.25 MI (2.01 KM) SOUTHWEST OF LONGVILLE.
 DQ4109'
 DQ4109'TO REACH THE MARK GO 1.3 MI (2.1 KM) SOUTHWEST ALONG TRUNK HIGHWAY 84
 DQ4109'FROM THE JUNCTION OF TRUNK HIGHWAY 84 AND COUNTY ROAD 5 IN LONGVILLE,
 DQ4109'AT TRUNK HIGHWAY 84 MILE POINT 24.15.
 DQ4109'
 DQ4109'THE MARK IS LOCATED 34.0 FT (10.4 M) SOUTHEAST OF TRUNK HIGHWAY 84,
 DQ4109'24.0 FT (7.3 M) SOUTHWEST OF ENTRANCE TO FERRELL GAS PLANT (FIRE
 DQ4109'NUMBER 04564), 6.4 FT (2.0 M) WEST OF A WITNESS POST.
 DQ4109'
 DQ4109'NOTE-THE STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM ROD
 DQ4109'DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION REMOVABLE DISK
 DQ4109'SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH PVC
 DQ4109'PIPE BACK FILLED WITH WASHED SAND.
 DQ4109
 DQ4109                          STATION RECOVERY (2023)
 DQ4109
 DQ4109'RECOVERY NOTE BY MN DEPT OF TRANSP 2023 (AJH)
 DQ4109'1.25 MI (2.01 KM) SOUTHWEST OF LONGVILLE, 1.3 MI (2.1 KM) SOUTHWEST
 DQ4109'ALONG TRUNK HIGHWAY 84 FROM THE JUNCTION OF TRUNK HIGHWAY 84 AND
 DQ4109'COUNTY ROAD 5 IN LONGVILLE, AT TRUNK HIGHWAY 84 MILE POINT 24.15, 34.0
 DQ4109'FT (10.4 M) SOUTHEAST OF TRUNK HIGHWAY 84, 24.0 FT (7.3 M) SOUTHWEST
 DQ4109'OF AN ENTRANCE TO THE FERRELLGAS PLANT (FIRE NUMBER 04564), 6.4 FT
 DQ4109'(2.0 M) WEST OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DE8345 ***********************************************************************
 DE8345  DESIGNATION -  1111 L
 DE8345  PID         -  DE8345
 DE8345  STATE/COUNTY-  MN/CASS
 DE8345  COUNTRY     -  US
 DE8345  USGS QUAD   -  LONGVILLE (2019)
 DE8345
 DE8345                         *CURRENT SURVEY CONTROL
 DE8345  ______________________________________________________________________
 DE8345* NAD 83(2011) POSITION- 46 58 47.77601(N) 094 12 33.52406(W)   ADJUSTED
 DE8345* NAD 83(2011) ELLIP HT-   379.982 (meters)        (06/27/12)   ADJUSTED
 DE8345* NAD 83(2011) EPOCH   -  2010.00
 DE8345* NAVD 88 ORTHO HEIGHT -   408.357 (meters)     1339.75  (feet) ADJUSTED
 DE8345  ______________________________________________________________________
 DE8345  GEOID HEIGHT    -        -28.373 (meters)                     GEOID18
 DE8345  NAD 83(2011) X  -   -319,994.274 (meters)                     COMP
 DE8345  NAD 83(2011) Y  - -4,347,818.151 (meters)                     COMP
 DE8345  NAD 83(2011) Z  -  4,640,521.232 (meters)                     COMP
 DE8345  LAPLACE CORR    -         -5.69  (seconds)                    DEFLEC18
 DE8345  DYNAMIC HEIGHT  -        408.378 (meters)     1339.82  (feet) COMP
 DE8345  MODELED GRAVITY -    980,652.5   (mgal)                       NAVD 88
 DE8345
 DE8345  VERT ORDER      -  SECOND    CLASS I
 DE8345
 DE8345  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DE8345  Standards:
 DE8345         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DE8345            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DE8345  -------------------------------------------------------------------
 DE8345  NETWORK    0.39   0.69           0.18   0.13   0.35     -0.07444920
 DE8345  -------------------------------------------------------------------
 DE8345  Click here for local accuracies and other accuracy information.
 DE8345
 DE8345.The horizontal coordinates were established by GPS observations
 DE8345.and adjusted by the National Geodetic Survey in June 2012.
 DE8345
 DE8345.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DE8345.been affixed to the stable North American tectonic plate. See 
 DE8345.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DE8345
 DE8345.The horizontal coordinates are valid at the epoch date displayed above
 DE8345.which is a decimal equivalence of Year/Month/Day.
 DE8345
 DE8345.The orthometric height was determined by differential leveling and
 DE8345.adjusted by the NATIONAL GEODETIC SURVEY
 DE8345.in February 2020.
 DE8345
 DE8345.Significant digits in the geoid height do not necessarily reflect accuracy.
 DE8345.GEOID18 height accuracy estimate available here.
 DE8345
 DE8345.Click photographs - Photos may exist for this station.
 DE8345
 DE8345.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DE8345
 DE8345.The Laplace correction was computed from DEFLEC18 derived deflections.
 DE8345
 DE8345.The ellipsoidal height was determined by GPS observations
 DE8345.and is referenced to NAD 83.
 DE8345
 DE8345.The dynamic height is computed by dividing the NAVD 88
 DE8345.geopotential number by the normal gravity value computed on the
 DE8345.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE8345.degrees latitude (g = 980.6199 gals.).
 DE8345
 DE8345.The modeled gravity was interpolated from observed gravity values.
 DE8345
 DE8345. The following values were computed from the NAD 83(2011) position.
 DE8345
 DE8345;                    North         East     Units Scale Factor Converg.
 DE8345;SPC MN C     -   320,070.748   803,095.661   MT  0.99998544   +0 01 46.0
 DE8345;SPC MN C     - 1,050,098.78  2,634,823.01   sFT  0.99998544   +0 01 46.0
 DE8345;UTM  15      - 5,203,644.350   408,027.394   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  =   0.99964442
 DE8345
 DE8345:                Primary Azimuth Mark                     Grid Az
 DE8345:SPC MN C     -  1111 K                                   197 48 47.1
 DE8345:UTM  15      -  1111 K                                   198 43 36.2
 DE8345
 DE8345_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVN0802703644(NAD 83)
 DE8345
 DE8345|---------------------------------------------------------------------|
 DE8345| PID    Reference Object                     Distance      Geod. Az  |
 DE8345|                                                           dddmmss.s |
 DE8345| DE8344 1111 K                              APPROX. 1.3 KM 1975033.1 |
 DE8345|---------------------------------------------------------------------|
 DE8345
 DE8345                          SUPERSEDED SURVEY CONTROL
 DE8345
 DE8345  NAD 83(2007)-  46 58 47.77605(N)    094 12 33.52487(W) AD(2002.00) 0
 DE8345  ELLIP H (02/10/07)  380.015  (m)                       GP(2002.00)    
 DE8345  NAD 83(1996)-  46 58 47.77598(N)    094 12 33.52468(W) AD(       ) 1
 DE8345  ELLIP H (10/21/02)  380.019  (m)                       GP(       ) 3 2
 DE8345  NAVD 88 (08/10/04)  408.360  (m)         1339.76   (f) SUPERSEDED  2 1
 DE8345  NAVD 88             408.36   (m)         1339.8    (f) LEVELING    3  
 DE8345
 DE8345.Superseded values are not recommended for survey control.
 DE8345
 DE8345.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE8345.See file dsdata.pdf to determine how the superseded data were derived.
 DE8345
 DE8345_MARKER: DD = SURVEY DISK
 DE8345_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DE8345_STAMPING: 1111 L 1999
 DE8345_MARK LOGO: MNDT
 DE8345_PROJECTION: RECESSED 5 CENTIMETERS
 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 - May 18, 2023
 DE8345_ROD/PIPE-DEPTH: 30.5 meters
 DE8345
 DE8345  HISTORY     - Date     Condition        Report By
 DE8345  HISTORY     - 1999     MONUMENTED       MNDT
 DE8345  HISTORY     - 19991004 GOOD             MNDT
 DE8345  HISTORY     - 20050330 GOOD             MNDT
 DE8345  HISTORY     - 20140820 GOOD             MNDT
 DE8345  HISTORY     - 20170825 GOOD             MNDT
 DE8345  HISTORY     - 20200122 GOOD             MNDT
 DE8345  HISTORY     - 20230518 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 EXTENDED CENTERLINE OF
 DE8345'ROAD, 5.9 FT (1.8 M) NNE OF P-POLE, 5.9 FT (1.8 M) N NE OF WIT POST.
 DE8345
 DE8345                          STATION RECOVERY (1999)
 DE8345
 DE8345'RECOVERY NOTE BY MN DEPT OF TRANSP 1999 (WAS)
 DE8345'0.25 MI (0.40 KM) SW OF LONGVILLE, 0.55 MI (0.89 KM) SW ALONG TH 84
 DE8345'FROM JCT OF TH 84 AND CO RD 5 IN LONGVILLE, AT TH 84 MP 24.9, 29.5 FT
 DE8345'(9.0 M) WNW OF TH 84, 152.0 FT (46.3 M) SSW OF EXTENDED CENTERLINE OF
 DE8345'ROAD, 5.9 FT (1.8 M) NNE OF P-POLE, 5.9 FT (1.8 M) NNE OF WIT POST,
 DE8345'MAGNETIC, FLUSH.
 DE8345
 DE8345                          STATION RECOVERY (2005)
 DE8345
 DE8345'RECOVERY NOTE BY MN DEPT OF TRANSP 2005 (LP)
 DE8345'0.25 MILES SOUTHWEST OF LONGVILLE, 0.55 MILES SOUTHWEST ALONG TRUNK
 DE8345'HIGHWAY 84 FROM JUNCTION OF TRUNK HIGHWAY 84 AND COUNTY ROAD 5 IN
 DE8345'LONGVILLE, AT TRUNK HIGHWAY 84 MILEPOINT 24.9, 29.5 FEET
 DE8345'WEST-NORTHWEST OF TRUNK HIGHWAY 84, 152.0 FEET SOUTH-SOUTHWEST OF
 DE8345'EXTENDED CENTERLINE OF ROAD, 5.9 FEET NORTH-NORTHEAST OF POWER POLE,
 DE8345'5.9 FEET NORTH-NORTHEAST OF WITNESS POST
 DE8345
 DE8345                          STATION RECOVERY (2014)
 DE8345
 DE8345'RECOVERY NOTE BY MN DEPT OF TRANSP 2014 (MAS)
 DE8345'RECOVERED AS DESCRIBED.
 DE8345
 DE8345                          STATION RECOVERY (2017)
 DE8345
 DE8345'RECOVERY NOTE BY MN DEPT OF TRANSP 2017 (DJH)
 DE8345'RECOVERED AS DESCRIBED.
 DE8345
 DE8345                          STATION RECOVERY (2020)
 DE8345
 DE8345'RECOVERY NOTE BY MN DEPT OF TRANSP 2020 (KMS)
 DE8345'RECOVERED IN GOOD CONDITION.
 DE8345
 DE8345                          STATION RECOVERY (2023)
 DE8345
 DE8345'RECOVERY NOTE BY MN DEPT OF TRANSP 2023 (AJH)
 DE8345'0.25 MI (0.40 KM) SOUTHWEST OF LONGVILLE, 0.55 MI (0.88 KM) SOUTHWEST
 DE8345'ALONG TRUNK HIGHWAY 84 FROM THE JUNCTION OF TRUNK HIGHWAY 84 AND
 DE8345'COUNTY ROAD 5 IN LONGVILLE, AT TRUNK HIGHWAY 84 MILE POINT 24.9, 29.5
 DE8345'FT (9.0 M) WEST-NORTHWEST OF TRUNK HIGHWAY 84, 152.0 FT (46.3 M)
 DE8345'SOUTH-SOUTHWEST OF MYRTLE LANE EXTENDED, 49.2 FT (15.0 M)
 DE8345'NORTH-NORTHWEST OF DRIVEWAY NUMBER 4837, 5.9 FT (1.8 M)
 DE8345'NORTH-NORTHEAST OF A POWER POLE, 5.9 FT (1.8 M) NORTH-NORTHEAST OF A
 DE8345'WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DE8346 ***********************************************************************
 DE8346  DESIGNATION -  1111 M
 DE8346  PID         -  DE8346
 DE8346  STATE/COUNTY-  MN/CASS
 DE8346  COUNTRY     -  US
 DE8346  USGS QUAD   -  TOWN LINE LAKE (2019)
 DE8346
 DE8346                         *CURRENT SURVEY CONTROL
 DE8346  ______________________________________________________________________
 DE8346* NAD 83(2011) POSITION- 47 00 26.04758(N) 094 12 50.48823(W)   ADJUSTED
 DE8346* NAD 83(2011) ELLIP HT-   396.775 (meters)        (06/27/12)   ADJUSTED
 DE8346* NAD 83(2011) EPOCH   -  2010.00
 DE8346* NAVD 88 ORTHO HEIGHT -   425.127 (meters)     1394.77  (feet) ADJUSTED
 DE8346  ______________________________________________________________________
 DE8346  GEOID HEIGHT    -        -28.352 (meters)                     GEOID18
 DE8346  NAD 83(2011) X  -   -320,189.616 (meters)                     COMP
 DE8346  NAD 83(2011) Y  - -4,345,589.899 (meters)                     COMP
 DE8346  NAD 83(2011) Z  -  4,642,603.548 (meters)                     COMP
 DE8346  LAPLACE CORR    -         -6.73  (seconds)                    DEFLEC18
 DE8346  DYNAMIC HEIGHT  -        425.151 (meters)     1394.85  (feet) COMP
 DE8346  MODELED GRAVITY -    980,658.4   (mgal)                       NAVD 88
 DE8346
 DE8346  VERT ORDER      -  SECOND    CLASS I
 DE8346
 DE8346  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DE8346  Standards:
 DE8346         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DE8346            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DE8346  -------------------------------------------------------------------
 DE8346  NETWORK    0.39   0.65           0.18   0.13   0.33     -0.08691571
 DE8346  -------------------------------------------------------------------
 DE8346  Click here for local accuracies and other accuracy information.
 DE8346
 DE8346.The horizontal coordinates were established by GPS observations
 DE8346.and adjusted by the National Geodetic Survey in June 2012.
 DE8346
 DE8346.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DE8346.been affixed to the stable North American tectonic plate. See 
 DE8346.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DE8346
 DE8346.The horizontal coordinates are valid at the epoch date displayed above
 DE8346.which is a decimal equivalence of Year/Month/Day.
 DE8346
 DE8346.The orthometric height was determined by differential leveling and
 DE8346.adjusted by the NATIONAL GEODETIC SURVEY
 DE8346.in February 2020.
 DE8346
 DE8346.Significant digits in the geoid height do not necessarily reflect accuracy.
 DE8346.GEOID18 height accuracy estimate available here.
 DE8346
 DE8346.Click photographs - Photos may exist for this station.
 DE8346
 DE8346.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DE8346
 DE8346.The Laplace correction was computed from DEFLEC18 derived deflections.
 DE8346
 DE8346.The ellipsoidal height was determined by GPS observations
 DE8346.and is referenced to NAD 83.
 DE8346
 DE8346.The dynamic height is computed by dividing the NAVD 88
 DE8346.geopotential number by the normal gravity value computed on the
 DE8346.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE8346.degrees latitude (g = 980.6199 gals.).
 DE8346
 DE8346.The modeled gravity was interpolated from observed gravity values.
 DE8346
 DE8346. The following values were computed from the NAD 83(2011) position.
 DE8346
 DE8346;                    North         East     Units Scale Factor Converg.
 DE8346;SPC MN C     -   323,105.239   802,735.758   MT  0.99999093   +0 01 33.7
 DE8346;SPC MN C     - 1,060,054.44  2,633,642.23   sFT  0.99999093   +0 01 33.7
 DE8346;UTM  15      - 5,206,683.332   407,716.022   MT  0.99970467   -0 53 17.0
 DE8346
 DE8346!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE8346!SPC MN C     -   0.99993781  x   0.99999093  =   0.99992874
 DE8346!UTM  15      -   0.99993781  x   0.99970467  =   0.99964250
 DE8346
 DE8346:                Primary Azimuth Mark                     Grid Az
 DE8346:SPC MN C     -  1111 N                                   359 52 32.8
 DE8346:UTM  15      -  1111 N                                   000 47 23.5
 DE8346
 DE8346_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVN0771606683(NAD 83)
 DE8346
 DE8346|---------------------------------------------------------------------|
 DE8346| PID    Reference Object                     Distance      Geod. Az  |
 DE8346|                                                           dddmmss.s |
 DE8346| DE8347 1111 N                              APPROX. 1.5 KM 3595406.5 |
 DE8346|---------------------------------------------------------------------|
 DE8346
 DE8346                          SUPERSEDED SURVEY CONTROL
 DE8346
 DE8346  NAD 83(2007)-  47 00 26.04762(N)    094 12 50.48901(W) AD(2002.00) 0
 DE8346  ELLIP H (02/10/07)  396.807  (m)                       GP(2002.00)    
 DE8346  NAD 83(1996)-  47 00 26.04755(N)    094 12 50.48883(W) AD(       ) 1
 DE8346  ELLIP H (10/21/02)  396.810  (m)                       GP(       ) 3 2
 DE8346  NAVD 88 (08/10/04)  425.128  (m)         1394.77   (f) SUPERSEDED  2 1
 DE8346  NAVD 88             425.13   (m)         1394.8    (f) LEVELING    3  
 DE8346
 DE8346.Superseded values are not recommended for survey control.
 DE8346
 DE8346.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE8346.See file dsdata.pdf to determine how the superseded data were derived.
 DE8346
 DE8346_MARKER: DD = SURVEY DISK
 DE8346_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DE8346_STAMPING: 1111 M 1999
 DE8346_MARK LOGO: MNDT
 DE8346_PROJECTION: FLUSH
 DE8346_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DE8346_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DE8346_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE8346+SATELLITE: SATELLITE OBSERVATIONS - May 17, 2023
 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  HISTORY     - 20140820 GOOD             MNDT
 DE8346  HISTORY     - 20170825 GOOD             MNDT
 DE8346  HISTORY     - 20230517 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
 DE8346
 DE8346                          STATION RECOVERY (2014)
 DE8346
 DE8346'RECOVERY NOTE BY MN DEPT OF TRANSP 2014 (MAS)
 DE8346'RECOVERED AS DESCRIBED.
 DE8346
 DE8346                          STATION RECOVERY (2017)
 DE8346
 DE8346'RECOVERY NOTE BY MN DEPT OF TRANSP 2017 (TJS)
 DE8346'RECOVERED AS DESCRIBED.
 DE8346
 DE8346                          STATION RECOVERY (2023)
 DE8346
 DE8346'RECOVERY NOTE BY MN DEPT OF TRANSP 2023 (AJH)
 DE8346'1.45 MI (2.33 KM) NORTH OF LONGVILLE, 1.45 MI (2.33 KM) NORTH ALONG
 DE8346'TRUNK HIGHWAY 84 FROM THE JUNCTION OF TRUNK HIGHWAY 84 AND COUNTY ROAD
 DE8346'5 IN LONGVILLE, AT TRUNK HIGHWAY 84 MILE POINT 26.9, 34.0 FT (10.4 M)
 DE8346'EAST OF TRUNK HIGHWAY 84, 46.0 FT (14.0 M) NORTH OF AN ENTRANCE, 136.7
 DE8346'FT (41.7 M) NORTHWEST OF THE SOUTHWEST CORNER OF A STORAGE SHED, 3.0
 DE8346'FT (0.9 M) WEST OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DQ4112 ***********************************************************************
 DQ4112  DESIGNATION -  1111 N RESET
 DQ4112  PID         -  DQ4112
 DQ4112  STATE/COUNTY-  MN/CASS
 DQ4112  COUNTRY     -  US
 DQ4112  USGS QUAD   -  TOWN LINE LAKE (2019)
 DQ4112
 DQ4112                         *CURRENT SURVEY CONTROL
 DQ4112  ______________________________________________________________________
 DQ4112* NAD 83(2011) POSITION- 47 01 13.30221(N) 094 12 50.60675(W)   ADJUSTED
 DQ4112* NAD 83(2011) ELLIP HT-   395.719 (meters)        (03/13/20)   ADJUSTED
 DQ4112* NAD 83(2011) EPOCH   -  2010.00
 DQ4112* NAVD 88 ORTHO HEIGHT -   424.063 (meters)     1391.28  (feet) ADJUSTED
 DQ4112  ______________________________________________________________________
 DQ4112  GEOID HEIGHT    -        -28.341 (meters)                     GEOID18
 DQ4112  NAD 83(2011) X  -   -320,113.614 (meters)                     COMP
 DQ4112  NAD 83(2011) Y  - -4,344,524.339 (meters)                     COMP
 DQ4112  NAD 83(2011) Z  -  4,643,597.796 (meters)                     COMP
 DQ4112  LAPLACE CORR    -         -7.15  (seconds)                    DEFLEC18
 DQ4112  DYNAMIC HEIGHT  -        424.090 (meters)     1391.37  (feet) COMP
 DQ4112  MODELED GRAVITY -    980,663.9   (mgal)                       NAVD 88
 DQ4112
 DQ4112  VERT ORDER      -  SECOND    CLASS I
 DQ4112
 DQ4112  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DQ4112  Standards:
 DQ4112         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DQ4112            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DQ4112  -------------------------------------------------------------------
 DQ4112  NETWORK    0.43   1.12           0.20   0.14   0.57     -0.04608552
 DQ4112  -------------------------------------------------------------------
 DQ4112  Click here for local accuracies and other accuracy information.
 DQ4112
 DQ4112.The horizontal coordinates were established by GPS observations
 DQ4112.and adjusted by the MN DEPT OF TRANSP in March 2020.
 DQ4112
 DQ4112.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DQ4112.been affixed to the stable North American tectonic plate. See 
 DQ4112.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DQ4112
 DQ4112.The horizontal coordinates are valid at the epoch date displayed above
 DQ4112.which is a decimal equivalence of Year/Month/Day.
 DQ4112
 DQ4112.The orthometric height was determined by differential leveling and
 DQ4112.adjusted by the NATIONAL GEODETIC SURVEY
 DQ4112.in February 2020.
 DQ4112
 DQ4112.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ4112.GEOID18 height accuracy estimate available here.
 DQ4112
 DQ4112.Click photographs - Photos may exist for this station.
 DQ4112
 DQ4112.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DQ4112
 DQ4112.The Laplace correction was computed from DEFLEC18 derived deflections.
 DQ4112
 DQ4112.The ellipsoidal height was determined by GPS observations
 DQ4112.and is referenced to NAD 83.
 DQ4112
 DQ4112.The dynamic height is computed by dividing the NAVD 88
 DQ4112.geopotential number by the normal gravity value computed on the
 DQ4112.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ4112.degrees latitude (g = 980.6199 gals.).
 DQ4112
 DQ4112.The modeled gravity was interpolated from observed gravity values.
 DQ4112
 DQ4112. The following values were computed from the NAD 83(2011) position.
 DQ4112
 DQ4112;                    North         East     Units Scale Factor Converg.
 DQ4112;SPC MN C     -   324,564.490   802,732.592   MT  0.99999366   +0 01 33.6
 DQ4112;SPC MN C     - 1,064,842.00  2,633,631.85   sFT  0.99999366   +0 01 33.6
 DQ4112;UTM  15      - 5,208,142.028   407,736.133   MT  0.99970462   -0 53 17.7
 DQ4112
 DQ4112!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DQ4112!SPC MN C     -   0.99993798  x   0.99999366  =   0.99993164
 DQ4112!UTM  15      -   0.99993798  x   0.99970462  =   0.99964261
 DQ4112
 DQ4112_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVN0773608142(NAD 83)
 DQ4112
 DQ4112                          SUPERSEDED SURVEY CONTROL
 DQ4112
 DQ4112  NAVD 88 (05/02/18)  424.064  (m)         1391.28   (f) SUPERSEDED  2 1
 DQ4112
 DQ4112.Superseded values are not recommended for survey control.
 DQ4112
 DQ4112.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DQ4112.See file dsdata.pdf to determine how the superseded data were derived.
 DQ4112
 DQ4112_MARKER: I = METAL ROD
 DQ4112_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DQ4112_STAMPING: 1111 N RESET 2014
 DQ4112_MARK LOGO: MNDT
 DQ4112_PROJECTION: RECESSED 8 CENTIMETERS
 DQ4112_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DQ4112_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ4112_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ4112+SATELLITE: SATELLITE OBSERVATIONS - May 17, 2023
 DQ4112_ROD/PIPE-DEPTH: 4.6 meters
 DQ4112
 DQ4112  HISTORY     - Date     Condition        Report By
 DQ4112  HISTORY     - 20140820 MONUMENTED       MNDT
 DQ4112  HISTORY     - 20170825 GOOD             MNDT
 DQ4112  HISTORY     - 20230517 GOOD             MNDT
 DQ4112
 DQ4112                          STATION DESCRIPTION
 DQ4112
 DQ4112'DESCRIBED BY MN DEPT OF TRANSP 2014
 DQ4112'THE MARK IS LOCATED ABOUT 2.35 MI (3.78 KM) NORTH OF LONGVILLE.
 DQ4112'
 DQ4112'TO REACH THE MARK GO 2.35 MI (3.78 KM) NORTH ALONG TRUNK HIGHWAY 84
 DQ4112'FROM THE JUNCTION OF TRUNK HIGHWAY 84 AND COUNTY ROAD 5 IN LONGVILLE,
 DQ4112'AT TRUNK HIGHWAY 84 MILE POINT 27.80.
 DQ4112'
 DQ4112'THE MARK IS LOCATED 39.5 FT (12.0 M) WEST OF TRUNK HIGHWAY 84, 21.5 FT
 DQ4112'(6.6 M) NORTH OF DRIVEWAY NUMBER 05933, 17.4 FT (5.3 M) EAST-NORTHEAST
 DQ4112'OF NORTH GATE POST, 4.2 FT (1.3 M) SOUTH OF A WITNESS POST.
 DQ4112'
 DQ4112'NOTE-THE STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM ROD
 DQ4112'DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION REMOVABLE DISK
 DQ4112'SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH PVC
 DQ4112'PIPE BACK FILLED WITH WASHED SAND.
 DQ4112
 DQ4112                          STATION RECOVERY (2017)
 DQ4112
 DQ4112'RECOVERY NOTE BY MN DEPT OF TRANSP 2017 (TJS)
 DQ4112'RECOVERED AS DESCRIBED.
 DQ4112
 DQ4112                          STATION RECOVERY (2023)
 DQ4112
 DQ4112'RECOVERY NOTE BY MN DEPT OF TRANSP 2023 (AJH)
 DQ4112'2.35 MI (3.78 KM) NORTH OF LONGVILLE, 2.35 MI (3.78 KM) NORTH ALONG
 DQ4112'TRUNK HIGHWAY 84 FROM THE JUNCTION OF TRUNK HIGHWAY 84 AND COUNTY ROAD
 DQ4112'5 IN LONGVILLE, AT TRUNK HIGHWAY 84 MILE POINT 27.80, 39.5 FT (12.0 M)
 DQ4112'WEST OF TRUNK HIGHWAY 84, 21.5 FT (6.6 M) NORTH OF DRIVEWAY NUMBER
 DQ4112'05933, 17.4 FT (5.3 M) EAST-NORTHEAST OF THE NORTH GATE POST, 4.2 FT
 DQ4112'(1.3 M) SOUTH OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DQ4113 ***********************************************************************
 DQ4113  DESIGNATION -  1111 P RESET
 DQ4113  PID         -  DQ4113
 DQ4113  STATE/COUNTY-  MN/CASS
 DQ4113  COUNTRY     -  US
 DQ4113  USGS QUAD   -  TOWN LINE LAKE (2019)
 DQ4113
 DQ4113                         *CURRENT SURVEY CONTROL
 DQ4113  ______________________________________________________________________
 DQ4113* NAD 83(1986) POSITION- 47 01 51.67   (N) 094 12 51.71   (W)   HD_HELD1
 DQ4113* NAVD 88 ORTHO HEIGHT -   422.767 (meters)     1387.03  (feet) ADJUSTED
 DQ4113  ______________________________________________________________________
 DQ4113  GEOID HEIGHT    -        -28.329 (meters)                     GEOID18
 DQ4113  DYNAMIC HEIGHT  -        422.796 (meters)     1387.12  (feet) COMP
 DQ4113  MODELED GRAVITY -    980,669.3   (mgal)                       NAVD 88
 DQ4113
 DQ4113  VERT ORDER      -  SECOND    CLASS I
 DQ4113
 DQ4113.The horizontal coordinates were determined by differentially corrected
 DQ4113.hand held GPS observations or other comparable positioning techniques
 DQ4113.and have an estimated accuracy of +/- 3 meters.
 DQ4113
 DQ4113.The orthometric height was determined by differential leveling and
 DQ4113.adjusted by the NATIONAL GEODETIC SURVEY
 DQ4113.in February 2020.
 DQ4113
 DQ4113.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ4113.GEOID18 height accuracy estimate available here.
 DQ4113
 DQ4113.Click photographs - Photos may exist for this station.
 DQ4113
 DQ4113.The dynamic height is computed by dividing the NAVD 88
 DQ4113.geopotential number by the normal gravity value computed on the
 DQ4113.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ4113.degrees latitude (g = 980.6199 gals.).
 DQ4113
 DQ4113.The modeled gravity was interpolated from observed gravity values.
 DQ4113
 DQ4113;                    North         East    Units  Estimated Accuracy
 DQ4113;SPC MN C     -   325,749.3     802,708.8     MT  (+/- 3 meters HH1 GPS) 
 DQ4113
 DQ4113_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVN0773109326(NAD 83)
 DQ4113
 DQ4113                          SUPERSEDED SURVEY CONTROL
 DQ4113
 DQ4113  NAVD 88 (05/02/18)  422.767  (m)         1387.03   (f) SUPERSEDED  2 1
 DQ4113
 DQ4113.Superseded values are not recommended for survey control.
 DQ4113
 DQ4113.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DQ4113.See file dsdata.pdf to determine how the superseded data were derived.
 DQ4113
 DQ4113_MARKER: I = METAL ROD
 DQ4113_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DQ4113_STAMPING: 1111 P RESET 2014
 DQ4113_MARK LOGO: MNDT
 DQ4113_PROJECTION: RECESSED 8 CENTIMETERS
 DQ4113_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DQ4113_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ4113_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ4113+SATELLITE: SATELLITE OBSERVATIONS - May 17, 2023
 DQ4113_ROD/PIPE-DEPTH: 7.6 meters
 DQ4113
 DQ4113  HISTORY     - Date     Condition        Report By
 DQ4113  HISTORY     - 20140820 MONUMENTED       MNDT
 DQ4113  HISTORY     - 20190814 GOOD             MNDT
 DQ4113  HISTORY     - 20230517 GOOD             MNDT
 DQ4113
 DQ4113                          STATION DESCRIPTION
 DQ4113
 DQ4113'DESCRIBED BY MN DEPT OF TRANSP 2014
 DQ4113'THE MARK IS LOCATED ABOUT 3.1 MI (5.0 KM) NORTH OF LONGVILLE.
 DQ4113'
 DQ4113'TO REACH THE MARK GO 3.1 MI (5.0 KM) NORTH ALONG TRUNK HIGHWAY 84 FROM
 DQ4113'THE JUNCTION OF TRUNK HIGHWAY 84 AND COUNTY ROAD 5 IN LONGVILLE, AT
 DQ4113'TRUNK HIGHWAY 84 MILE POINT 28.55.
 DQ4113'
 DQ4113'THE MARK IS LOCATED 41.0 FT (12.5 M) EAST OF TRUNK HIGHWAY 84, 2.5 FT
 DQ4113'(0.8 M) NORTHWEST OF A WITNESS POST.
 DQ4113'
 DQ4113'NOTE-THE STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM ROD
 DQ4113'DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION REMOVABLE DISK
 DQ4113'SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH PVC
 DQ4113'PIPE BACK FILLED WITH WASHED SAND.
 DQ4113
 DQ4113                          STATION RECOVERY (2019)
 DQ4113
 DQ4113'RECOVERY NOTE BY MN DEPT OF TRANSP 2019 (DAS)
 DQ4113'RECOVERED IN GOOD CONDITION.
 DQ4113
 DQ4113                          STATION RECOVERY (2023)
 DQ4113
 DQ4113'RECOVERY NOTE BY MN DEPT OF TRANSP 2023 (AJH)
 DQ4113'3.1 MI (5.0 KM) NORTH OF LONGVILLE, 3.1 MI (5.0 KM) NORTH ALONG TRUNK
 DQ4113'HIGHWAY 84 FROM THE JUNCTION OF TRUNK HIGHWAY 84 AND COUNTY ROAD 5 IN
 DQ4113'LONGVILLE, AT TRUNK HIGHWAY 84 MILE POINT 28.55, 41.0 FT (12.5 M) EAST
 DQ4113'OF TRUNK HIGHWAY 84, 2.5 FT (0.8 M) NORTHWEST OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DQ4110 ***********************************************************************
 DQ4110  DESIGNATION -  1111 Q
 DQ4110  PID         -  DQ4110
 DQ4110  STATE/COUNTY-  MN/CASS
 DQ4110  COUNTRY     -  US
 DQ4110  USGS QUAD   -  LONGVILLE (2019)
 DQ4110
 DQ4110                         *CURRENT SURVEY CONTROL
 DQ4110  ______________________________________________________________________
 DQ4110* NAD 83(2011) POSITION- 46 59 03.40514(N) 094 12 36.80136(W)   ADJUSTED
 DQ4110* NAD 83(2011) ELLIP HT-   376.447 (meters)        (03/13/20)   ADJUSTED
 DQ4110* NAD 83(2011) EPOCH   -  2010.00
 DQ4110* NAVD 88 ORTHO HEIGHT -   404.815 (meters)     1328.13  (feet) ADJUSTED
 DQ4110  ______________________________________________________________________
 DQ4110  GEOID HEIGHT    -        -28.371 (meters)                     GEOID18
 DQ4110  NAD 83(2011) X  -   -320,037.270 (meters)                     COMP
 DQ4110  NAD 83(2011) Y  - -4,347,458.716 (meters)                     COMP
 DQ4110  NAD 83(2011) Z  -  4,640,847.936 (meters)                     COMP
 DQ4110  LAPLACE CORR    -         -5.79  (seconds)                    DEFLEC18
 DQ4110  DYNAMIC HEIGHT  -        404.836 (meters)     1328.20  (feet) COMP
 DQ4110  MODELED GRAVITY -    980,653.3   (mgal)                       NAVD 88
 DQ4110
 DQ4110  VERT ORDER      -  SECOND    CLASS I
 DQ4110
 DQ4110  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DQ4110  Standards:
 DQ4110         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DQ4110            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DQ4110  -------------------------------------------------------------------
 DQ4110  NETWORK    0.43   1.14           0.20   0.14   0.58     -0.06852907
 DQ4110  -------------------------------------------------------------------
 DQ4110  Click here for local accuracies and other accuracy information.
 DQ4110
 DQ4110.The horizontal coordinates were established by GPS observations
 DQ4110.and adjusted by the MN DEPT OF TRANSP in March 2020.
 DQ4110
 DQ4110.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DQ4110.been affixed to the stable North American tectonic plate. See 
 DQ4110.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DQ4110
 DQ4110.The horizontal coordinates are valid at the epoch date displayed above
 DQ4110.which is a decimal equivalence of Year/Month/Day.
 DQ4110
 DQ4110.The orthometric height was determined by differential leveling and
 DQ4110.adjusted by the NATIONAL GEODETIC SURVEY
 DQ4110.in February 2020.
 DQ4110
 DQ4110.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ4110.GEOID18 height accuracy estimate available here.
 DQ4110
 DQ4110.Click photographs - Photos may exist for this station.
 DQ4110
 DQ4110.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DQ4110
 DQ4110.The Laplace correction was computed from DEFLEC18 derived deflections.
 DQ4110
 DQ4110.The ellipsoidal height was determined by GPS observations
 DQ4110.and is referenced to NAD 83.
 DQ4110
 DQ4110.The dynamic height is computed by dividing the NAVD 88
 DQ4110.geopotential number by the normal gravity value computed on the
 DQ4110.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ4110.degrees latitude (g = 980.6199 gals.).
 DQ4110
 DQ4110.The modeled gravity was interpolated from observed gravity values.
 DQ4110
 DQ4110. The following values were computed from the NAD 83(2011) position.
 DQ4110
 DQ4110;                    North         East     Units Scale Factor Converg.
 DQ4110;SPC MN C     -   320,553.345   803,026.156   MT  0.99998630   +0 01 43.6
 DQ4110;SPC MN C     - 1,051,682.10  2,634,594.98   sFT  0.99998630   +0 01 43.6
 DQ4110;UTM  15      - 5,204,127.857   407,965.610   MT  0.99970410   -0 53 05.8
 DQ4110
 DQ4110!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DQ4110!SPC MN C     -   0.99994100  x   0.99998630  =   0.99992730
 DQ4110!UTM  15      -   0.99994100  x   0.99970410  =   0.99964511
 DQ4110
 DQ4110_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVN0796504127(NAD 83)
 DQ4110
 DQ4110                          SUPERSEDED SURVEY CONTROL
 DQ4110
 DQ4110  NAVD 88 (05/02/18)  404.817  (m)         1328.14   (f) SUPERSEDED  2 1
 DQ4110
 DQ4110.Superseded values are not recommended for survey control.
 DQ4110
 DQ4110.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DQ4110.See file dsdata.pdf to determine how the superseded data were derived.
 DQ4110
 DQ4110_MARKER: I = METAL ROD
 DQ4110_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DQ4110_STAMPING: 1111 Q 2014
 DQ4110_MARK LOGO: MNDT
 DQ4110_PROJECTION: RECESSED 3 CENTIMETERS
 DQ4110_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DQ4110_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ4110_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ4110+SATELLITE: SATELLITE OBSERVATIONS - May 18, 2023
 DQ4110_ROD/PIPE-DEPTH: 18.0 meters
 DQ4110
 DQ4110  HISTORY     - Date     Condition        Report By
 DQ4110  HISTORY     - 20140930 MONUMENTED       MNDT
 DQ4110  HISTORY     - 20170825 GOOD             MNDT
 DQ4110  HISTORY     - 20230518 GOOD             MNDT
 DQ4110
 DQ4110                          STATION DESCRIPTION
 DQ4110
 DQ4110'DESCRIBED BY MN DEPT OF TRANSP 2014
 DQ4110'THE MARK IS LOCATED ABOUT IN LONGVILLE.
 DQ4110'
 DQ4110'TO REACH THE MARK GO 0.15 MI (0.24 KM) SOUTH ALONG TRUNK HIGHWAY 84
 DQ4110'FROM THE JUNCTION OF TRUNK HIGHWAY 84 AND COUNTY ROAD 5 IN LONGVILLE,
 DQ4110'AT TRUNK HIGHWAY 84 MILE POINT 25.3.
 DQ4110'
 DQ4110'THE MARK IS LOCATED 33.7 FT (10.3 M) NORTHEAST OF TRUNK HIGHWAY 84,
 DQ4110'80.3 FT (24.5 M) NORTHWEST OF RIVERSIDE DRIVE, 36.7 FT (11.2 M)
 DQ4110'WEST-NORTHWEST OF CABLE BOX NUMBER E3A, 1.5 FT (0.5 M) SOUTHWEST OF A
 DQ4110'WITNESS POST.
 DQ4110'
 DQ4110'NOTE-THE STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM ROD
 DQ4110'DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION REMOVABLE DISK
 DQ4110'SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH PVC
 DQ4110'PIPE BACK FILLED WITH WASHED SAND.
 DQ4110
 DQ4110                          STATION RECOVERY (2017)
 DQ4110
 DQ4110'RECOVERY NOTE BY MN DEPT OF TRANSP 2017 (DJH)
 DQ4110'RECOVERED AS DESCRIBED.
 DQ4110
 DQ4110                          STATION RECOVERY (2023)
 DQ4110
 DQ4110'RECOVERY NOTE BY MN DEPT OF TRANSP 2023 (AJH)
 DQ4110'IN LONGVILLE, 0.15 MI (0.24 KM) SOUTH ALONG TRUNK HIGHWAY 84 FROM THE
 DQ4110'JUNCTION OF TRUNK HIGHWAY 84 AND COUNTY ROAD 5 IN LONGVILLE, AT TRUNK
 DQ4110'HIGHWAY 84 MILE POINT 25.3, 33.7 FT (10.3 M) NORTHEAST OF TRUNK
 DQ4110'HIGHWAY 84, 80.3 FT (24.5 M) NORTHWEST OF RIVERSIDE DRIVE, 36.7 FT
 DQ4110'(11.2 M) WEST-NORTHWEST OF CABLE BOX NUMBER E3A, 1.5 FT (0.5 M)
 DQ4110'SOUTHWEST OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 TC0006 ***********************************************************************
 TC0006  DESIGNATION -  1111=N 1
 TC0006  PID         -  TC0006
 TC0006  STATE/COUNTY-  MN/KOOCHICHING
 TC0006  COUNTRY     -  US
 TC0006  USGS QUAD   -  BIRCHDALE (2019)
 TC0006
 TC0006                         *CURRENT SURVEY CONTROL
 TC0006  ______________________________________________________________________
 TC0006* NAD 83(1986) POSITION- 48 38 30.     (N) 094 06 09.     (W)   SCALED
 TC0006* NAVD 88 ORTHO HEIGHT -   338.625 (meters)     1110.97  (feet) POSTED
 TC0006  ______________________________________________________________________
 TC0006  GEOID HEIGHT    -        -29.552 (meters)                     GEOID18
 TC0006  DYNAMIC HEIGHT  -        338.71  (meters)     1111.3   (feet) COMP
 TC0006  MODELED GRAVITY -    980,847.5   (mgal)                       NAVD 88
 TC0006
 TC0006  VERT ORDER      -  * POSTED, SEE BELOW
 TC0006
 TC0006.The horizontal coordinates were scaled from a 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
 TC0006.* This is a POSTED BENCH MARK height.
 TC0006
 TC0006.Significant digits in the geoid height do not necessarily reflect accuracy.
 TC0006.GEOID18 height accuracy estimate available here.
 TC0006
 TC0006.Click photographs - Photos may exist for this station.
 TC0006
 TC0006.The dynamic height is computed by dividing the NAVD 88
 TC0006.geopotential number by the normal gravity value computed on the
 TC0006.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TC0006.degrees latitude (g = 980.6199 gals.).
 TC0006
 TC0006.The modeled gravity was interpolated from observed gravity values.
 TC0006
 TC0006;                    North         East    Units  Estimated Accuracy
 TC0006;SPC MN N     -   338,590.      726,120.      MT  (+/- 180 meters Scaled)
 TC0006
 TC0006_U.S. NATIONAL GRID SPATIAL ADDRESS: 15UVP187882(NAD 83)
 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
 TC0006.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TC0006.See file dsdata.pdf to determine how the superseded data were derived.
 TC0006
 TC0006_MARKER: P = PIPE CAP
 TC0006_SETTING: 17 = SET INTO TOP OF 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     - 1907     MONUMENTED       USGS
 TC0006  HISTORY     - 1935     GOOD             CGS
 TC0006  HISTORY     - 1981     POOR             NGS
 TC0006
 TC0006                          STATION DESCRIPTION
 TC0006
 TC0006'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 TC0006'1.0 MI N FROM BIRCHDALE.
 TC0006'ABOUT 1 MILE NORTH OF THE POST OFFICE AT BIRCHDALE, KOOCHICHING
 TC0006'COUNTY, 30 FEET WEST OF THE CORNER COMMON TO SECTIONS 27, 28, 33 AND
 TC0006'34, T 160 N, R 27 W, AND ON CLEARED LAND.  A UNITED STATES GEOLOGICAL
 TC0006'SURVEY STANDARD CAP, STAMPED 1111 AND RIVETED ON THE TOP OF A
 TC0006'3-1/2-INCH IRON PIPE.
 TC0006
 TC0006                          STATION RECOVERY (1981)
 TC0006
 TC0006'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 TC0006'MARK RECOVERED IN POOR CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 SK0286 ***********************************************************************
 SK0286  DESIGNATION -  1112 B
 SK0286  PID         -  SK0286
 SK0286  STATE/COUNTY-  MN/CASS
 SK0286  COUNTRY     -  US
 SK0286  USGS QUAD   -  BENEDICT (2019)
 SK0286
 SK0286                         *CURRENT SURVEY CONTROL
 SK0286  ______________________________________________________________________
 SK0286* NAD 83(1986) POSITION- 47 08 53.39   (N) 094 39 15.01   (W)   HD_HELD1
 SK0286* NAVD 88 ORTHO HEIGHT -   397.391 (meters)     1303.77  (feet) ADJUSTED
 SK0286  ______________________________________________________________________
 SK0286  GEOID HEIGHT    -        -27.802 (meters)                     GEOID18
 SK0286  DYNAMIC HEIGHT  -        397.428 (meters)     1303.90  (feet) COMP
 SK0286  MODELED GRAVITY -    980,693.6   (mgal)                       NAVD 88
 SK0286
 SK0286  VERT ORDER      -  SECOND    CLASS I
 SK0286
 SK0286.The horizontal coordinates were determined by differentially corrected
 SK0286.hand held GPS observations or other comparable positioning techniques
 SK0286.and have an estimated accuracy of +/- 3 meters.
 SK0286
 SK0286.The orthometric height was determined by differential leveling and
 SK0286.adjusted by the NATIONAL GEODETIC SURVEY
 SK0286.in February 2020.
 SK0286
 SK0286.Significant digits in the geoid height do not necessarily reflect accuracy.
 SK0286.GEOID18 height accuracy estimate available here.
 SK0286
 SK0286.Click photographs - Photos may exist for this station.
 SK0286
 SK0286.The dynamic height is computed by dividing the NAVD 88
 SK0286.geopotential number by the normal gravity value computed on the
 SK0286.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SK0286.degrees latitude (g = 980.6199 gals.).
 SK0286
 SK0286.The modeled gravity was interpolated from observed gravity values.
 SK0286
 SK0286;                    North         East    Units  Estimated Accuracy
 SK0286;SPC MN C     -   338,850.3     769,345.0     MT  (+/- 3 meters HH1 GPS) 
 SK0286
 SK0286_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUN7459022956(NAD 83)
 SK0286
 SK0286                          SUPERSEDED SURVEY CONTROL
 SK0286
 SK0286  NAVD 88 (08/26/19)  397.388  (m)         1303.76   (f) SUPERSEDED  2 1
 SK0286  NAVD 88 (06/15/91)  397.376  (m)         1303.72   (f) SUPERSEDED  2 1
 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
 SK0286.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SK0286.See file dsdata.pdf to determine how the superseded data were derived.
 SK0286
 SK0286_MARKER: DB = BENCH MARK DISK
 SK0286_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 SK0286_STAMPING: 1112 B 1972
 SK0286_MARK LOGO: MNHD
 SK0286_PROJECTION: FLUSH
 SK0286_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 SK0286_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SK0286_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 SK0286+SATELLITE: SATELLITE OBSERVATIONS - May 17, 2023
 SK0286
 SK0286  HISTORY     - Date     Condition        Report By
 SK0286  HISTORY     - 19720401 MONUMENTED       MNHD
 SK0286  HISTORY     - 20020819 GOOD             MNDT
 SK0286  HISTORY     - 20070502 GOOD             MNDT
 SK0286  HISTORY     - 20130731 GOOD             MNDT
 SK0286  HISTORY     - 20230517 GOOD             MNDT
 SK0286
 SK0286                          STATION DESCRIPTION
 SK0286
 SK0286'DESCRIBED BY MN HIGHWAY DEPT 1972
 SK0286'1.7 MI E FROM BENEDICT.
 SK0286'MARK IS LOCATED 1.75 MILES EAST ALONG T.H. 200 FROM THE JUNCTION OF
 SK0286'T.H. 200 AND COUNTY ROAD 38 IN BENEDICT, 0.4 MILES EAST OF THE
 SK0286'HUBBARD-CASS COUNTY LINE, 1 MILE WEST OF T.H. 371, 103 FEET NORTH OF
 SK0286'THE CENTERLINE OF T.H. 200 AT MILE POINT 118.6, 84 FEET NORTHWEST OF
 SK0286'THE WEST END OF A 15 INCH METAL CULVERT UNDER A FIELD ENTRANCE NORTH,
 SK0286'14 FEET NORTHWEST OF THE NORTHWEST FACE OF A 36 INCH WHITE PINE TREE,
 SK0286'0.5 FEET SOUTH OF A STEEL WITNESS POST, IN A 6 FOOT PRECAST CONCRETE
 SK0286'MONUMENT PROJECTING 1 INCH ABOVE GROUND.  NW 1/4 SECTION 6, T 142, R
 SK0286'31.
 SK0286
 SK0286                          STATION RECOVERY (2002)
 SK0286
 SK0286'RECOVERY NOTE BY MN DEPT OF TRANSP 2002 (WAS)
 SK0286'RECOVERED AS DESCRIBED.
 SK0286
 SK0286                          STATION RECOVERY (2007)
 SK0286
 SK0286'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (WAS)
 SK0286'1.75 MILES EAST OF JUNCTION OF TRUNK HIGHWAY 200 AND COUNTY ROAD 38 AT
 SK0286'BENEDICT, 0.4 MILES EAST OF COUNTY LINE, 1 MILES WEST OF TRUNK HIGHWAY
 SK0286'371, 103 FEET NORTH OF TRUNK HIGHWAY 200, AT TRUNK HIGHWAY 200 MILE
 SK0286'POINT 118.6, 84 FEET NORTHWEST OF CULVERT UNDER FIELD ENTRANCE NORTH,
 SK0286'0.5 FEET SOUTH OF WITNESS POST.
 SK0286
 SK0286                          STATION RECOVERY (2013)
 SK0286
 SK0286'RECOVERY NOTE BY MN DEPT OF TRANSP 2013 (MAS)
 SK0286'THE STATION IS LOCATED ABOUT 6.5 MI (10.5 KM) SOUTHEAST OF LAPORTE,
 SK0286'4.5 MI (7.2 KM) NORTHWEST OF WALKER AND 1.8 MI (2.9 KM) EAST-SOUTHEAST
 SK0286'OF BENEDICT.
 SK0286'
 SK0286'TO REACH THE MARK GO 1.75 MI (2.8 KM) EAST ALONG TRUNK HIGHWAY 200
 SK0286'FROM THE JUNCTION OF TRUNK HIGHWAY 200 AND COUNTY ROAD 38 INCH (97 CM)
 SK0286'BENEDICT, AT TRUNK HIGHWAY 200 MILE POINT 118.6, 0.4 MI (0.6 KM) EAST
 SK0286'OF COUNTY LINE, 1.0 MI (1.6 KM) WEST OF TRUNK HIGHWAY 371.
 SK0286'
 SK0286'THE MARK IS LOCATED 103.0 FT (31.4 M) NORTH OF TRUNK HIGHWAY 200, 84.0
 SK0286'FT (25.6 M) NORTHWEST OF CULVERT UNDER FIELD ENTRANCE NORTH, 0.5 FT
 SK0286'(15 CM) SOUTH OF A WITNESS POST.
 SK0286
 SK0286                          STATION RECOVERY (2023)
 SK0286
 SK0286'RECOVERY NOTE BY MN DEPT OF TRANSP 2023 (TJD)
 SK0286'1.75 MI (2.82 KM) EAST ALONG TRUNK HIGHWAY 200 FROM THE JUNCTION OF
 SK0286'TRUNK HIGHWAY 200 AND COUNTY ROAD 38 IN BENEDICT, AT TRUNK HIGHWAY 200
 SK0286'MILE POINT 118.6, 0.4 MI (0.6 KM) EAST OF COUNTY LINE, 1.0 MI (1.6 KM)
 SK0286'WEST OF TRUNK HIGHWAY 371, 103.0 FT (31.4 M) NORTH OF TRUNK HIGHWAY
 SK0286'200, 84.0 FT (25.6 M) NORTHWEST OF A CULVERT UNDER A FIELD ENTRANCE
 SK0286'NORTH, 0.5 FT (15 CM) SOUTH OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DP4402 ***********************************************************************
 DP4402  DESIGNATION -  1112 C
 DP4402  PID         -  DP4402
 DP4402  STATE/COUNTY-  MN/CASS
 DP4402  COUNTRY     -  US
 DP4402  USGS QUAD   -  BENEDICT (2019)
 DP4402
 DP4402                         *CURRENT SURVEY CONTROL
 DP4402  ______________________________________________________________________
 DP4402* NAD 83(2011) POSITION- 47 08 52.44457(N) 094 39 14.04720(W)   ADJUSTED
 DP4402* NAD 83(2011) ELLIP HT-   369.178 (meters)        (04/18/18)   ADJUSTED
 DP4402* NAD 83(2011) EPOCH   -  2010.00
 DP4402* NAVD 88 ORTHO HEIGHT -   397.003 (meters)     1302.50  (feet) ADJUSTED
 DP4402  ______________________________________________________________________
 DP4402  GEOID HEIGHT    -        -27.802 (meters)                     GEOID18
 DP4402  NAD 83(2011) X  -   -352,611.583 (meters)                     COMP
 DP4402  NAD 83(2011) Y  - -4,331,570.553 (meters)                     COMP
 DP4402  NAD 83(2011) Z  -  4,653,233.677 (meters)                     COMP
 DP4402  LAPLACE CORR    -         -2.14  (seconds)                    DEFLEC18
 DP4402  DYNAMIC HEIGHT  -        397.040 (meters)     1302.62  (feet) COMP
 DP4402  MODELED GRAVITY -    980,693.7   (mgal)                       NAVD 88
 DP4402
 DP4402  VERT ORDER      -  SECOND    CLASS I
 DP4402
 DP4402  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DP4402  Standards:
 DP4402         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DP4402            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DP4402  -------------------------------------------------------------------
 DP4402  NETWORK    0.43   1.31           0.20   0.14   0.67      0.03262588
 DP4402  -------------------------------------------------------------------
 DP4402  Click here for local accuracies and other accuracy information.
 DP4402
 DP4402.The horizontal coordinates were established by GPS observations
 DP4402.and adjusted by the MN DEPT OF TRANSP in April 2018.
 DP4402
 DP4402.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DP4402.been affixed to the stable North American tectonic plate. See 
 DP4402.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DP4402
 DP4402.The horizontal coordinates are valid at the epoch date displayed above
 DP4402.which is a decimal equivalence of Year/Month/Day.
 DP4402
 DP4402.The orthometric height was determined by differential leveling and
 DP4402.adjusted by the NATIONAL GEODETIC SURVEY
 DP4402.in February 2020.
 DP4402
 DP4402.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP4402.GEOID18 height accuracy estimate available here.
 DP4402
 DP4402.Click photographs - Photos may exist for this station.
 DP4402
 DP4402.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DP4402
 DP4402.The Laplace correction was computed from DEFLEC18 derived deflections.
 DP4402
 DP4402.The ellipsoidal height was determined by GPS observations
 DP4402.and is referenced to NAD 83.
 DP4402
 DP4402.The dynamic height is computed by dividing the NAVD 88
 DP4402.geopotential number by the normal gravity value computed on the
 DP4402.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP4402.degrees latitude (g = 980.6199 gals.).
 DP4402
 DP4402.The modeled gravity was interpolated from observed gravity values.
 DP4402
 DP4402. The following values were computed from the NAD 83(2011) position.
 DP4402
 DP4402;                    North         East     Units Scale Factor Converg.
 DP4402;SPC MN C     -   338,820.980   769,365.135   MT  1.00002288   -0 17 31.8
 DP4402;SPC MN C     - 1,111,615.17  2,524,158.78   sFT  1.00002288   -0 17 31.8
 DP4402;UTM  15      - 5,222,926.988   374,609.831   MT  0.99979323   -1 12 45.5
 DP4402
 DP4402!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DP4402!SPC MN C     -   0.99994214  x   1.00002288  =   0.99996501
 DP4402!UTM  15      -   0.99994214  x   0.99979323  =   0.99973538
 DP4402
 DP4402_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUN7460922926(NAD 83)
 DP4402
 DP4402                          SUPERSEDED SURVEY CONTROL
 DP4402
 DP4402  NAVD 88 (08/26/19)  397.000  (m)         1302.49   (f) SUPERSEDED  2 1
 DP4402  NAVD 88 (06/17/15)  396.988  (m)         1302.45   (f) SUPERSEDED  2 1
 DP4402
 DP4402.Superseded values are not recommended for survey control.
 DP4402
 DP4402.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DP4402.See file dsdata.pdf to determine how the superseded data were derived.
 DP4402
 DP4402_MARKER: I = METAL ROD
 DP4402_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DP4402_STAMPING: 1112 C 2013
 DP4402_MARK LOGO: MNDT
 DP4402_PROJECTION: RECESSED 3 CENTIMETERS
 DP4402_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DP4402_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DP4402_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP4402+SATELLITE: SATELLITE OBSERVATIONS - May 17, 2023
 DP4402_ROD/PIPE-DEPTH: 32.0 meters
 DP4402
 DP4402  HISTORY     - Date     Condition        Report By
 DP4402  HISTORY     - 20130814 MONUMENTED       MNDT
 DP4402  HISTORY     - 20170609 GOOD             MNDT
 DP4402  HISTORY     - 20230517 GOOD             MNDT
 DP4402
 DP4402                          STATION DESCRIPTION
 DP4402
 DP4402'DESCRIBED BY MN DEPT OF TRANSP 2013
 DP4402'THE STATION IS LOCATED ABOUT 6.6 MI (10.6 KM) SOUTHEAST OF LAPORTE,
 DP4402'4.5 MI (7.2 KM) NORTHWEST OF WALKER AND 1.9 MI (3.1 KM) EAST-SOUTHEAST
 DP4402'OF BENEDICT.
 DP4402'
 DP4402'TO REACH THE MARK GO 0.95 MI (1.5 KM) WEST ALONG TRUNK HIGHWAY 200
 DP4402'FROM THE JUNCTION OF TRUNK HIGHWAY 200 AND TRUNK HIGHWAY 371 (JUNCTION
 DP4402'4 MI (6.4 KM) NORTH OF WALKER), AT TRUNK HIGHWAY 200 MILE POINT
 DP4402'118.65.
 DP4402'
 DP4402'THE MARK IS LOCATED 32.6 FT (9.9 M) NORTHEAST OF TRUNK HIGHWAY 200,
 DP4402'19.6 FT (6.0 M) SOUTHEAST OF ENTRANCE.
 DP4402'
 DP4402'NOTE - THE STATION MARK CONSISTS OF A 3/4 INCH (19 MM) DIAMETER
 DP4402'ALUMINUM ROD DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL MARK
 DP4402'REMOVABLE DISK SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY
 DP4402'A SIX-INCH PVC PIPE BACKFILLED WITH WASHED SAND.
 DP4402
 DP4402                          STATION RECOVERY (2017)
 DP4402
 DP4402'RECOVERY NOTE BY MN DEPT OF TRANSP 2017 (MPG)
 DP4402'4.8 MILES NORTHWEST OF WALKER, 0.95 MILE WEST ALONG TRUNK HIGHWAY 200
 DP4402'FROM THE JUNCTION OF TRUNK HIGHWAY 200 AND TRUNK HIGHWAY 371 (THE
 DP4402'JUNCTION 4 MILES NORTH OF WALKER), AT TRUNK HIGHWAY 200 MILEPOINT
 DP4402'118.65, 32.6 FEET NORTHEAST OF TRUNK HIGHWAY 200, 19.6 FEET SOUTHEAST
 DP4402'OF AN ENTRANCE.
 DP4402
 DP4402                          STATION RECOVERY (2023)
 DP4402
 DP4402'RECOVERY NOTE BY MN DEPT OF TRANSP 2023 (TJD)
 DP4402'4.8 MI (7.7 KM) NORTHWEST OF WALKER, 0.95 MI (1.53 KM) WEST ALONG
 DP4402'TRUNK HIGHWAY 200 FROM THE JUNCTION OF TRUNK HIGHWAY 200 AND TRUNK
 DP4402'HIGHWAY 371 (THE JUNCTION 4.0 MI (6.4 KM) NORTH OF WALKER), AT TRUNK
 DP4402'HIGHWAY 200 MILE POINT 118.65, 32.6 FT (9.9 M) NORTHEAST OF TRUNK
 DP4402'HIGHWAY 200, 19.6 FT (6.0 M) SOUTHEAST OF AN ENTRANCE, 1.5 FT (0.5 M)
 DP4402'NORTHWEST OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DE6180 ***********************************************************************
 DE6180  DESIGNATION -  1113 A
 DE6180  PID         -  DE6180
 DE6180  STATE/COUNTY-  MN/CASS
 DE6180  COUNTRY     -  US
 DE6180  USGS QUAD   -  OSHAWA (2019)
 DE6180
 DE6180                         *CURRENT SURVEY CONTROL
 DE6180  ______________________________________________________________________
 DE6180* NAD 83(2011) POSITION- 46 48 13.36692(N) 094 40 53.42621(W)   ADJUSTED
 DE6180* NAD 83(2011) ELLIP HT-   402.114 (meters)        (06/27/12)   ADJUSTED
 DE6180* NAD 83(2011) EPOCH   -  2010.00
 DE6180* NAVD 88 ORTHO HEIGHT -   429.791 (meters)     1410.07  (feet) ADJUSTED
 DE6180  ______________________________________________________________________
 DE6180  GEOID HEIGHT    -        -27.684 (meters)                     GEOID18
 DE6180  NAD 83(2011) X  -   -356,983.555 (meters)                     COMP
 DE6180  NAD 83(2011) Y  - -4,359,304.036 (meters)                     COMP
 DE6180  NAD 83(2011) Z  -  4,627,148.734 (meters)                     COMP
 DE6180  LAPLACE CORR    -         -3.19  (seconds)                    DEFLEC18
 DE6180  DYNAMIC HEIGHT  -        429.811 (meters)     1410.14  (feet) COMP
 DE6180  MODELED GRAVITY -    980,647.9   (mgal)                       NAVD 88
 DE6180
 DE6180  VERT ORDER      -  SECOND    CLASS I
 DE6180
 DE6180  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DE6180  Standards:
 DE6180         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DE6180            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DE6180  -------------------------------------------------------------------
 DE6180  NETWORK    0.41   0.41           0.19   0.14   0.21     -0.03741982
 DE6180  -------------------------------------------------------------------
 DE6180  Click here for local accuracies and other accuracy information.
 DE6180
 DE6180.The horizontal coordinates were established by GPS observations
 DE6180.and adjusted by the National Geodetic Survey in June 2012.
 DE6180
 DE6180.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DE6180.been affixed to the stable North American tectonic plate. See 
 DE6180.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DE6180
 DE6180.The horizontal coordinates are valid at the epoch date displayed above
 DE6180.which is a decimal equivalence of Year/Month/Day.
 DE6180
 DE6180.The orthometric height was determined by differential leveling and
 DE6180.adjusted by the NATIONAL GEODETIC SURVEY
 DE6180.in February 2020.
 DE6180
 DE6180.Significant digits in the geoid height do not necessarily reflect accuracy.
 DE6180.GEOID18 height accuracy estimate available here.
 DE6180
 DE6180.Click photographs - Photos may exist for this station.
 DE6180
 DE6180.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DE6180
 DE6180.The Laplace correction was computed from DEFLEC18 derived deflections.
 DE6180
 DE6180.The ellipsoidal height was determined by GPS observations
 DE6180.and is referenced to NAD 83.
 DE6180
 DE6180.The dynamic height is computed by dividing the NAVD 88
 DE6180.geopotential number by the normal gravity value computed on the
 DE6180.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE6180.degrees latitude (g = 980.6199 gals.).
 DE6180
 DE6180.The modeled gravity was interpolated from observed gravity values.
 DE6180
 DE6180. The following values were computed from the NAD 83(2011) position.
 DE6180
 DE6180;                    North         East     Units Scale Factor Converg.
 DE6180;SPC MN C     -   300,569.587   767,062.915   MT  0.99995548   -0 18 43.7
 DE6180;SPC MN C     -   986,118.72  2,516,605.58   sFT  0.99995548   -0 18 43.7
 DE6180;UTM  15      - 5,184,724.546   371,696.152   MT  0.99980233   -1 13 33.6
 DE6180
 DE6180!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE6180!SPC MN C     -   0.99993697  x   0.99995548  =   0.99989245
 DE6180!UTM  15      -   0.99993697  x   0.99980233  =   0.99973931
 DE6180
 DE6180_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUM7169684724(NAD 83)
 DE6180
 DE6180                          SUPERSEDED SURVEY CONTROL
 DE6180
 DE6180  NAD 83(2007)-  46 48 13.36684(N)    094 40 53.42709(W) AD(2002.00) 0
 DE6180  ELLIP H (02/10/07)  402.146  (m)                       GP(2002.00)    
 DE6180  NAD 83(1996)-  46 48 13.36667(N)    094 40 53.42700(W) AD(       ) 1
 DE6180  ELLIP H (09/24/02)  402.172  (m)                       GP(       ) 4 1
 DE6180  NAVD 88 (08/26/19)  429.798  (m)         1410.10   (f) SUPERSEDED  2 1
 DE6180  NAVD 88             429.80   (m)         1410.1    (f) LEVELING    3  
 DE6180  NAVD 88 (08/05/02)  429.798  (m)         1410.10   (f) SUPERSEDED  2 1
 DE6180
 DE6180.Superseded values are not recommended for survey control.
 DE6180
 DE6180.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE6180.See file dsdata.pdf to determine how the superseded data were derived.
 DE6180
 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: RECESSED 5 CENTIMETERS
 DE6180_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DE6180_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DE6180_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE6180+SATELLITE: SATELLITE OBSERVATIONS - May 10, 2023
 DE6180_ROD/PIPE-DEPTH: 7.6 meters
 DE6180
 DE6180  HISTORY     - Date     Condition        Report By
 DE6180  HISTORY     - 19980825 MONUMENTED       MNDT
 DE6180  HISTORY     - 1998     GOOD             MNDT
 DE6180  HISTORY     - 20010319 GOOD             MNDT
 DE6180  HISTORY     - 20070404 GOOD             MNDT
 DE6180  HISTORY     - 20101103 GOOD             MNDT
 DE6180  HISTORY     - 20140812 GOOD             MNDT
 DE6180  HISTORY     - 20230510 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) SOUTH-SOUTHEAST OF BADOURA, 1.0 MI
 DE6180'(1.6 KM) EAST ALONG TH 87 FROM JCT OF TH 64, AT TH 87 MP 65.75, 53.5
 DE6180'FT (16.3 M) SOUTH OF TH 87, 38 FT (11.6 M) WEST OF ROAD, 33 FT
 DE6180'(10.1 M) SOUTHWEST OF WEST END OF 30 INCH METAL CULVERT AND 3.5 FT
 DE6180'(1.1 M) EAST OF WITNESS POST.
 DE6180
 DE6180                          STATION RECOVERY (2001)
 DE6180
 DE6180'RECOVERY NOTE BY MN DEPT OF TRANSP 2001 (WAS)
 DE6180'THE MARK WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.  THE MARK IS 38
 DE6180'FT (11.6 M) WEST OF 76TH AVE SW, 3.5 FT (1.1 M) SOUTH OF WIT POST.
 DE6180'MARK IS RECESSED 2 IN, MAGNETIC AND SUITABLE FOR GPS.
 DE6180
 DE6180                          STATION RECOVERY (2007)
 DE6180
 DE6180'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (WAS)
 DE6180'4.5 MILES SOUTH-SOUTHEAST OF BADOURA, 1.0 MILES EAST ALONG TRUNK
 DE6180'HIGHWAY 87 FROM JUNCTION OF TRUNK HIGHWAY 64 AND TRUNK HIGHWAY 87 4
 DE6180'MILES SOUTH-SOUTHEAST OF BADOURA, AT TRUNK HIGHWAY 87 MILE POINT
 DE6180'65.75, 53.5 FEET SOUTH OF TRUNK HIGHWAY 87, 38 FEET WEST OF 76TH
 DE6180'AVENUE SOUTHWEST, 33 FEET SOUTHWEST OF WEST END OF 30 INCH METAL
 DE6180'CULVERT, 3.5 FEET SOUTH OF WITNESS POST.
 DE6180
 DE6180                          STATION RECOVERY (2010)
 DE6180
 DE6180'RECOVERY NOTE BY MN DEPT OF TRANSP 2010 (MPP)
 DE6180'THE MARK IS 4.5 MILES SOUTH-SOUTHEAST OF BADOURA, 1.0 MILE EAST ALONG
 DE6180'TRUNK HIGHWAY 87 FROM JUNCTION OF TRUNK HIGHWAY 64 AND TRUNK HIGHWAY
 DE6180'87, AT TRUNK HIGHWAY 87 MILEPOINT 65.75, 53.5 FEET SOUTH OF TRUNK
 DE6180'HIGHWAY 87, 38 FEET WEST OF 76TH AVENUE SOUTHWEST, 33 FEET SOUTHWEST
 DE6180'OF WEST END OF 30 INCH METAL CULVERT, 3.5 FEET SOUTH OF WITNESS POST.
 DE6180
 DE6180                          STATION RECOVERY (2014)
 DE6180
 DE6180'RECOVERY NOTE BY MN DEPT OF TRANSP 2014 (MAS)
 DE6180'RECOVERED AS DESCRIBED.
 DE6180
 DE6180                          STATION RECOVERY (2023)
 DE6180
 DE6180'RECOVERY NOTE BY MN DEPT OF TRANSP 2023 (TJD)
 DE6180'8.0 MI (12.9 KM) WEST OF BACKUS, 10.3 MI (16.6 KM) WEST ALONG TRUNK
 DE6180'HIGHWAY 87 FROM THE JUNCTION OF TRUNK HIGHWAY 87 AND TRUNK HIGHWAY 371
 DE6180'IN BACKUS, AT TRUNK HIGHWAY 87 MILE POINT 65.75, 53.5 FT (16.3 M)
 DE6180'SOUTH OF TRUNK HIGHWAY 87, 38.0 FT (11.6 M) WEST OF 76TH AVENUE
 DE6180'SOUTHWEST, 33.0 FT (10.1 M) SOUTHWEST OF THE END OF A 30.0 INCH
 DE6180'(76 CM) DIAMETER METAL CULVERT, 3.5 FT (1.1 M) SOUTH OF A WITNESS
 DE6180'POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DQ1157 ***********************************************************************
 DQ1157  DESIGNATION -  1113 B RESET
 DQ1157  PID         -  DQ1157
 DQ1157  STATE/COUNTY-  MN/CASS
 DQ1157  COUNTRY     -  US
 DQ1157  USGS QUAD   -  OSHAWA (2019)
 DQ1157
 DQ1157                         *CURRENT SURVEY CONTROL
 DQ1157  ______________________________________________________________________
 DQ1157* NAD 83(2011) POSITION- 46 48 12.28956(N) 094 39 35.35475(W)   ADJUSTED
 DQ1157* NAD 83(2011) ELLIP HT-   409.088 (meters)        (03/13/20)   ADJUSTED
 DQ1157* NAD 83(2011) EPOCH   -  2010.00
 DQ1157* NAVD 88 ORTHO HEIGHT -   436.789 (meters)     1433.03  (feet) ADJUSTED
 DQ1157  ______________________________________________________________________
 DQ1157  GEOID HEIGHT    -        -27.708 (meters)                     GEOID18
 DQ1157  NAD 83(2011) X  -   -355,335.887 (meters)                     COMP
 DQ1157  NAD 83(2011) Y  - -4,359,467.775 (meters)                     COMP
 DQ1157  NAD 83(2011) Z  -  4,627,131.044 (meters)                     COMP
 DQ1157  LAPLACE CORR    -         -2.99  (seconds)                    DEFLEC18
 DQ1157  DYNAMIC HEIGHT  -        436.808 (meters)     1433.09  (feet) COMP
 DQ1157  MODELED GRAVITY -    980,643.0   (mgal)                       NAVD 88
 DQ1157
 DQ1157  VERT ORDER      -  SECOND    CLASS I
 DQ1157
 DQ1157  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DQ1157  Standards:
 DQ1157         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DQ1157            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DQ1157  -------------------------------------------------------------------
 DQ1157  NETWORK    0.37   0.92           0.17   0.12   0.47     -0.05783067
 DQ1157  -------------------------------------------------------------------
 DQ1157  Click here for local accuracies and other accuracy information.
 DQ1157
 DQ1157.The horizontal coordinates were established by GPS observations
 DQ1157.and adjusted by the MN DEPT OF TRANSP in March 2020.
 DQ1157
 DQ1157.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DQ1157.been affixed to the stable North American tectonic plate. See 
 DQ1157.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DQ1157
 DQ1157.The horizontal coordinates are valid at the epoch date displayed above
 DQ1157.which is a decimal equivalence of Year/Month/Day.
 DQ1157
 DQ1157.The orthometric height was determined by differential leveling and
 DQ1157.adjusted by the NATIONAL GEODETIC SURVEY
 DQ1157.in February 2020.
 DQ1157
 DQ1157.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ1157.GEOID18 height accuracy estimate available here.
 DQ1157
 DQ1157.Click photographs - Photos may exist for this station.
 DQ1157
 DQ1157.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DQ1157
 DQ1157.The Laplace correction was computed from DEFLEC18 derived deflections.
 DQ1157
 DQ1157.The ellipsoidal height was determined by GPS observations
 DQ1157.and is referenced to NAD 83.
 DQ1157
 DQ1157.The dynamic height is computed by dividing the NAVD 88
 DQ1157.geopotential number by the normal gravity value computed on the
 DQ1157.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ1157.degrees latitude (g = 980.6199 gals.).
 DQ1157
 DQ1157.The modeled gravity was interpolated from observed gravity values.
 DQ1157
 DQ1157. The following values were computed from the NAD 83(2011) position.
 DQ1157
 DQ1157;                    North         East     Units Scale Factor Converg.
 DQ1157;SPC MN C     -   300,527.529   768,718.066   MT  0.99995544   -0 17 47.3
 DQ1157;SPC MN C     -   985,980.73  2,522,035.85   sFT  0.99995544   -0 17 47.3
 DQ1157;UTM  15      - 5,184,656.108   373,350.165   MT  0.99979715   -1 12 36.7
 DQ1157
 DQ1157!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DQ1157!SPC MN C     -   0.99993588  x   0.99995544  =   0.99989132
 DQ1157!UTM  15      -   0.99993588  x   0.99979715  =   0.99973304
 DQ1157
 DQ1157_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUM7335084656(NAD 83)
 DQ1157
 DQ1157                          SUPERSEDED SURVEY CONTROL
 DQ1157
 DQ1157  NAVD 88 (08/26/19)  436.795  (m)         1433.05   (f) SUPERSEDED  2 1
 DQ1157  NAVD 88 (05/02/18)  436.797  (m)         1433.06   (f) SUPERSEDED  2 1
 DQ1157
 DQ1157.Superseded values are not recommended for survey control.
 DQ1157
 DQ1157.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DQ1157.See file dsdata.pdf to determine how the superseded data were derived.
 DQ1157
 DQ1157_MARKER: I = METAL ROD
 DQ1157_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DQ1157_STAMPING: 1113 B RESET 2014
 DQ1157_MARK LOGO: MNDT
 DQ1157_PROJECTION: RECESSED 8 CENTIMETERS
 DQ1157_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DQ1157_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ1157_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ1157+SATELLITE: SATELLITE OBSERVATIONS - May 10, 2023
 DQ1157_ROD/PIPE-DEPTH: 4.6 meters
 DQ1157
 DQ1157  HISTORY     - Date     Condition        Report By
 DQ1157  HISTORY     - 20140812 MONUMENTED       MNDT
 DQ1157  HISTORY     - 20170822 GOOD             MNDT
 DQ1157  HISTORY     - 20230510 GOOD             MNDT
 DQ1157
 DQ1157                          STATION DESCRIPTION
 DQ1157
 DQ1157'DESCRIBED BY MN DEPT OF TRANSP 2014
 DQ1157'THE STATION IS LOCATED ABOUT 9.9 MI (15.9 KM) WEST-NORTHWEST OF
 DQ1157'MILDRED, 6.9 MI (11.1 KM) WEST OF BACKUS AND 1.0 MI (1.6 KM) WEST OF
 DQ1157'OSHAWA.
 DQ1157'
 DQ1157'TO REACH THE MARK GO 9.3 MI (15.0 KM) WEST ALONG TRUNK HIGHWAY 87 FROM
 DQ1157'THE JUNCTION OF TRUNK HIGHWAY 87 AND TRUNK HIGHWAY 371 IN BACKUS, AT
 DQ1157'TRUNK HIGHWAY 87 MILE POINT 66.75.
 DQ1157'
 DQ1157'THE MARK IS LOCATED 107 FT (32.6 M) SOUTH OF TRUNK HIGHWAY 87, 163.8
 DQ1157'FT (49.9 M) SOUTH-SOUTHEAST OF STATION 932-36 RESET, 32 FT (9.8 M)
 DQ1157'EAST OF COUNTY ROAD 112, 4.0 FT (1.2 M) WEST OF A FENCE, 3.6 FT (1.1
 DQ1157'M) WEST OF A WITNESS POST.
 DQ1157'
 DQ1157'NOTE - THE STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM
 DQ1157'ROD DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION REMOVABLE
 DQ1157'DISK SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH
 DQ1157'PVC PIPE BACK FILLED WITH WASHED SAND.
 DQ1157
 DQ1157                          STATION RECOVERY (2017)
 DQ1157
 DQ1157'RECOVERY NOTE BY MN DEPT OF TRANSP 2017 (TJS)
 DQ1157'RECOVERED AS DESCRIBED.
 DQ1157
 DQ1157                          STATION RECOVERY (2023)
 DQ1157
 DQ1157'RECOVERY NOTE BY MN DEPT OF TRANSP 2023 (TJD)
 DQ1157'7.0 MI (11.3 KM) WEST OF BACKUS, 9.3 MI (15.0 KM) WEST ALONG TRUNK
 DQ1157'HIGHWAY 87 FROM THE JUNCTION OF TRUNK HIGHWAY 87 AND TRUNK HIGHWAY 371
 DQ1157'IN BACKUS, AT TRUNK HIGHWAY 87 MILE POINT 66.75, 107.0 FT (32.6 M)
 DQ1157'SOUTH OF TRUNK HIGHWAY 87, 163.8 FT (49.9 M) SOUTH-SOUTHEAST OF
 DQ1157'STATION 932-36 RESET, 32.0 FT (9.8 M) EAST OF COUNTY ROAD 112, 4.0 FT
 DQ1157'(1.2 M) WEST OF A FENCE, 3.6 FT (1.1 M) WEST OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DE6182 ***********************************************************************
 DE6182  DESIGNATION -  1113 C
 DE6182  PID         -  DE6182
 DE6182  STATE/COUNTY-  MN/CASS
 DE6182  COUNTRY     -  US
 DE6182  USGS QUAD   -  BACKUS (2019)
 DE6182
 DE6182                         *CURRENT SURVEY CONTROL
 DE6182  ______________________________________________________________________
 DE6182* NAD 83(2011) POSITION- 46 48 15.73054(N) 094 36 10.34374(W)   ADJUSTED
 DE6182* NAD 83(2011) ELLIP HT-   432.384 (meters)        (06/27/12)   ADJUSTED
 DE6182* NAD 83(2011) EPOCH   -  2010.00
 DE6182* NAVD 88 ORTHO HEIGHT -   460.145 (meters)     1509.66  (feet) ADJUSTED
 DE6182  ______________________________________________________________________
 DE6182  GEOID HEIGHT    -        -27.768 (meters)                     GEOID18
 DE6182  NAD 83(2011) X  -   -350,997.806 (meters)                     COMP
 DE6182  NAD 83(2011) Y  - -4,359,757.475 (meters)                     COMP
 DE6182  NAD 83(2011) Z  -  4,627,220.764 (meters)                     COMP
 DE6182  LAPLACE CORR    -         -3.28  (seconds)                    DEFLEC18
 DE6182  DYNAMIC HEIGHT  -        460.162 (meters)     1509.71  (feet) COMP
 DE6182  MODELED GRAVITY -    980,634.8   (mgal)                       NAVD 88
 DE6182
 DE6182  VERT ORDER      -  SECOND    CLASS I
 DE6182
 DE6182  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DE6182  Standards:
 DE6182         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DE6182            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DE6182  -------------------------------------------------------------------
 DE6182  NETWORK    0.69   0.51           0.32   0.22   0.26     -0.08797051
 DE6182  -------------------------------------------------------------------
 DE6182  Click here for local accuracies and other accuracy information.
 DE6182
 DE6182.The horizontal coordinates were established by GPS observations
 DE6182.and adjusted by the National Geodetic Survey in June 2012.
 DE6182
 DE6182.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DE6182.been affixed to the stable North American tectonic plate. See 
 DE6182.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DE6182
 DE6182.The horizontal coordinates are valid at the epoch date displayed above
 DE6182.which is a decimal equivalence of Year/Month/Day.
 DE6182
 DE6182.The orthometric height was determined by differential leveling and
 DE6182.adjusted by the NATIONAL GEODETIC SURVEY
 DE6182.in February 2020.
 DE6182
 DE6182.Significant digits in the geoid height do not necessarily reflect accuracy.
 DE6182.GEOID18 height accuracy estimate available here.
 DE6182
 DE6182.Click photographs - Photos may exist for this station.
 DE6182
 DE6182.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DE6182
 DE6182.The Laplace correction was computed from DEFLEC18 derived deflections.
 DE6182
 DE6182.The ellipsoidal height was determined by GPS observations
 DE6182.and is referenced to NAD 83.
 DE6182
 DE6182.The dynamic height is computed by dividing the NAVD 88
 DE6182.geopotential number by the normal gravity value computed on the
 DE6182.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE6182.degrees latitude (g = 980.6199 gals.).
 DE6182
 DE6182.The modeled gravity was interpolated from observed gravity values.
 DE6182
 DE6182. The following values were computed from the NAD 83(2011) position.
 DE6182
 DE6182;                    North         East     Units Scale Factor Converg.
 DE6182;SPC MN C     -   300,612.850   773,065.355   MT  0.99995558   -0 15 19.0
 DE6182;SPC MN C     -   986,260.66  2,536,298.59   sFT  0.99995558   -0 15 19.0
 DE6182;UTM  15      - 5,184,672.103   377,697.544   MT  0.99978385   -1 10 07.2
 DE6182
 DE6182!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE6182!SPC MN C     -   0.99993223  x   0.99995558  =   0.99988781
 DE6182!UTM  15      -   0.99993223  x   0.99978385  =   0.99971609
 DE6182
 DE6182:                Primary Azimuth Mark                     Grid Az
 DE6182:SPC MN C     -  1113 D                                   123 18 24.8
 DE6182:UTM  15      -  1113 D                                   124 13 13.0
 DE6182
 DE6182_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUM7769784672(NAD 83)
 DE6182
 DE6182|---------------------------------------------------------------------|
 DE6182| PID    Reference Object                     Distance      Geod. Az  |
 DE6182|                                                           dddmmss.s |
 DE6182| DE6183 1113 D                              APPROX. 1.1 KM 1230305.8 |
 DE6182|---------------------------------------------------------------------|
 DE6182
 DE6182                          SUPERSEDED SURVEY CONTROL
 DE6182
 DE6182  NAD 83(2007)-  46 48 15.73046(N)    094 36 10.34446(W) AD(2002.00) 0
 DE6182  ELLIP H (02/10/07)  432.418  (m)                       GP(2002.00)    
 DE6182  NAD 83(1996)-  46 48 15.73018(N)    094 36 10.34437(W) AD(       ) 1
 DE6182  ELLIP H (09/24/02)  432.446  (m)                       GP(       ) 4 1
 DE6182  NAVD 88 (08/26/19)  460.152  (m)         1509.68   (f) SUPERSEDED  2 1
 DE6182  NAVD 88 (05/02/18)  460.153  (m)         1509.69   (f) SUPERSEDED  2 1
 DE6182  NAVD 88             460.15   (m)         1509.7    (f) LEVELING    3  
 DE6182  NAVD 88 (08/05/02)  460.155  (m)         1509.69   (f) SUPERSEDED  2 1
 DE6182
 DE6182.Superseded values are not recommended for survey control.
 DE6182
 DE6182.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE6182.See file dsdata.pdf to determine how the superseded data were derived.
 DE6182
 DE6182_MARKER: DD = SURVEY DISK
 DE6182_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DE6182_STAMPING: 1113 C 1998
 DE6182_MARK LOGO: MNDT
 DE6182_PROJECTION: FLUSH
 DE6182_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DE6182_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DE6182_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DE6182+SATELLITE: SATELLITE OBSERVATIONS - May 10, 2023
 DE6182_ROD/PIPE-DEPTH: 10.0 meters
 DE6182
 DE6182  HISTORY     - Date     Condition        Report By
 DE6182  HISTORY     - 19980825 MONUMENTED       MNDT
 DE6182  HISTORY     - 1998     GOOD             MNDT
 DE6182  HISTORY     - 20140819 GOOD             MNDT
 DE6182  HISTORY     - 20230510 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.
 DE6182
 DE6182                          STATION RECOVERY (2014)
 DE6182
 DE6182'RECOVERY NOTE BY MN DEPT OF TRANSP 2014 (KMS)
 DE6182'4.5 MI (7.2 KM) WEST-SOUTHWEST OF BACKUS, 6.5 MI (10.5 KM) WEST AND
 DE6182'SOUTH ALONG TRUNK HIGHWAY 87 FROM SOUTH JUNCTION OF TRUNK HIGHWAY 87
 DE6182'AND TRUNK HIGHWAY 371 IN BACKUS, AT TRUNK HIGHWAY 87 MILE POINT 69.55,
 DE6182'42.5 FT (13.0 M) SOUTH OF TRUNK HIGHWAY 87, 2.7 FT (0.8 M) NORTH OF A
 DE6182'WITNESS POST.
 DE6182
 DE6182                          STATION RECOVERY (2023)
 DE6182
 DE6182'RECOVERY NOTE BY MN DEPT OF TRANSP 2023 (TJD)
 DE6182'4.5 MI (7.2 KM) WEST-SOUTHWEST OF BACKUS, 6.5 MI (10.5 KM) WEST AND
 DE6182'SOUTH ALONG TRUNK HIGHWAY 87 FROM THE SOUTH JUNCTION OF TRUNK HIGHWAY
 DE6182'87 AND TRUNK HIGHWAY 371 IN BACKUS, AT TRUNK HIGHWAY 87 MILE POINT
 DE6182'69.55, 42.5 FT (13.0 M) SOUTH OF TRUNK HIGHWAY 87, 2.7 FT (0.8 M)
 DE6182'NORTH OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DQ1159 ***********************************************************************
 DQ1159  DESIGNATION -  1113 D RESET
 DQ1159  PID         -  DQ1159
 DQ1159  STATE/COUNTY-  MN/CASS
 DQ1159  COUNTRY     -  US
 DQ1159  USGS QUAD   -  BACKUS (2019)
 DQ1159
 DQ1159                         *CURRENT SURVEY CONTROL
 DQ1159  ______________________________________________________________________
 DQ1159* NAD 83(2011) POSITION- 46 47 56.44193(N) 094 35 27.18120(W)   ADJUSTED
 DQ1159* NAD 83(2011) ELLIP HT-   423.243 (meters)        (03/13/20)   ADJUSTED
 DQ1159* NAD 83(2011) EPOCH   -  2010.00
 DQ1159* NAVD 88 ORTHO HEIGHT -   451.035 (meters)     1479.77  (feet) ADJUSTED
 DQ1159  ______________________________________________________________________
 DQ1159  GEOID HEIGHT    -        -27.783 (meters)                     GEOID18
 DQ1159  NAD 83(2011) X  -   -350,119.740 (meters)                     COMP
 DQ1159  NAD 83(2011) Y  - -4,360,257.432 (meters)                     COMP
 DQ1159  NAD 83(2011) Z  -  4,626,806.352 (meters)                     COMP
 DQ1159  LAPLACE CORR    -         -3.64  (seconds)                    DEFLEC18
 DQ1159  DYNAMIC HEIGHT  -        451.051 (meters)     1479.82  (feet) COMP
 DQ1159  MODELED GRAVITY -    980,635.7   (mgal)                       NAVD 88
 DQ1159
 DQ1159  VERT ORDER      -  SECOND    CLASS I
 DQ1159
 DQ1159  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DQ1159  Standards:
 DQ1159         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DQ1159            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DQ1159  -------------------------------------------------------------------
 DQ1159  NETWORK    0.48   1.31           0.22   0.16   0.67     -0.08777869
 DQ1159  -------------------------------------------------------------------
 DQ1159  Click here for local accuracies and other accuracy information.
 DQ1159
 DQ1159.The horizontal coordinates were established by GPS observations
 DQ1159.and adjusted by the MN DEPT OF TRANSP in March 2020.
 DQ1159
 DQ1159.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DQ1159.been affixed to the stable North American tectonic plate. See 
 DQ1159.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DQ1159
 DQ1159.The horizontal coordinates are valid at the epoch date displayed above
 DQ1159.which is a decimal equivalence of Year/Month/Day.
 DQ1159
 DQ1159.The orthometric height was determined by differential leveling and
 DQ1159.adjusted by the NATIONAL GEODETIC SURVEY
 DQ1159.in February 2020.
 DQ1159
 DQ1159.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ1159.GEOID18 height accuracy estimate available here.
 DQ1159
 DQ1159.Click photographs - Photos may exist for this station.
 DQ1159
 DQ1159.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DQ1159
 DQ1159.The Laplace correction was computed from DEFLEC18 derived deflections.
 DQ1159
 DQ1159.The ellipsoidal height was determined by GPS observations
 DQ1159.and is referenced to NAD 83.
 DQ1159
 DQ1159.The dynamic height is computed by dividing the NAVD 88
 DQ1159.geopotential number by the normal gravity value computed on the
 DQ1159.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ1159.degrees latitude (g = 980.6199 gals.).
 DQ1159
 DQ1159.The modeled gravity was interpolated from observed gravity values.
 DQ1159
 DQ1159. The following values were computed from the NAD 83(2011) position.
 DQ1159
 DQ1159;                    North         East     Units Scale Factor Converg.
 DQ1159;SPC MN C     -   300,013.248   773,977.946   MT  0.99995481   -0 14 47.7
 DQ1159;SPC MN C     -   984,293.46  2,539,292.64   sFT  0.99995481   -0 14 47.7
 DQ1159;UTM  15      - 5,184,058.136   378,600.305   MT  0.99978114   -1 09 35.4
 DQ1159
 DQ1159!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DQ1159!SPC MN C     -   0.99993366  x   0.99995481  =   0.99988847
 DQ1159!UTM  15      -   0.99993366  x   0.99978114  =   0.99971481
 DQ1159
 DQ1159_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUM7860084058(NAD 83)
 DQ1159
 DQ1159                          SUPERSEDED SURVEY CONTROL
 DQ1159
 DQ1159  NAVD 88 (08/26/19)  451.042  (m)         1479.79   (f) SUPERSEDED  2 1
 DQ1159  NAVD 88 (05/02/18)  451.043  (m)         1479.80   (f) SUPERSEDED  2 1
 DQ1159
 DQ1159.Superseded values are not recommended for survey control.
 DQ1159
 DQ1159.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DQ1159.See file dsdata.pdf to determine how the superseded data were derived.
 DQ1159
 DQ1159_MARKER: I = METAL ROD
 DQ1159_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DQ1159_STAMPING: 1113 D RESET 2014
 DQ1159_MARK LOGO: MNDT
 DQ1159_PROJECTION: RECESSED 8 CENTIMETERS
 DQ1159_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DQ1159_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ1159_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ1159+SATELLITE: SATELLITE OBSERVATIONS - May 10, 2023
 DQ1159_ROD/PIPE-DEPTH: 7.6 meters
 DQ1159
 DQ1159  HISTORY     - Date     Condition        Report By
 DQ1159  HISTORY     - 20140819 MONUMENTED       MNDT
 DQ1159  HISTORY     - 20170823 GOOD             MNDT
 DQ1159  HISTORY     - 20200122 GOOD             MNDT
 DQ1159  HISTORY     - 20230510 GOOD             MNDT
 DQ1159
 DQ1159                          STATION DESCRIPTION
 DQ1159
 DQ1159'DESCRIBED BY MN DEPT OF TRANSP 2014
 DQ1159'THE STATION IS LOCATED ABOUT 6.7 MI (10.8 KM) WEST-NORTHWEST OF
 DQ1159'MILDRED, 3.8 MI (6.1 KM) WEST-SOUTHWEST OF BACKUS AND 2.3 MI (3.7 KM)
 DQ1159'EAST OF OSHAWA.
 DQ1159'
 DQ1159'TO REACH THE MARK GO 5.7 MI (9.2 KM) WEST AND SOUTH ALONG TRUNK
 DQ1159'HIGHWAY 87 FROM THE JUNCTION OF TRUNK HIGHWAY 87 AND TRUNK HIGHWAY 371
 DQ1159'IN BACKUS, AT TRUNK HIGHWAY 87 MILE POINT 70.35.
 DQ1159'
 DQ1159'THE MARK IS LOCATED 34.0 FT (10.4 M) NORTH OF TRUNK HIGHWAY 87, 5.4 FT
 DQ1159'(1.6 M) SOUTH OF A WITNESS POST.
 DQ1159'
 DQ1159'NOTE - THE STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM
 DQ1159'ROD DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION REMOVABLE
 DQ1159'DISK SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH
 DQ1159'PVC PIPE BACK FILLED WITH WASHED SAND.
 DQ1159
 DQ1159                          STATION RECOVERY (2017)
 DQ1159
 DQ1159'RECOVERY NOTE BY MN DEPT OF TRANSP 2017 (DJH)
 DQ1159'RECOVERED AS DESCRIBED.
 DQ1159
 DQ1159                          STATION RECOVERY (2020)
 DQ1159
 DQ1159'RECOVERY NOTE BY MN DEPT OF TRANSP 2020 (KMS)
 DQ1159'RECOVERED IN GOOD CONDITION.
 DQ1159
 DQ1159                          STATION RECOVERY (2023)
 DQ1159
 DQ1159'RECOVERY NOTE BY MN DEPT OF TRANSP 2023 (TJD)
 DQ1159'3.5 MI (5.6 KM) SOUTHWEST OF BACKUS, 5.7 MI (9.2 KM) WEST AND SOUTH
 DQ1159'ALONG TRUNK HIGHWAY 87 FROM THE JUNCTION OF TRUNK HIGHWAY 87 AND TRUNK
 DQ1159'HIGHWAY 371 IN BACKUS, AT TRUNK HIGHWAY 87 MILE POINT 70.35, 34.0 FT
 DQ1159'(10.4 M) NORTH OF TRUNK HIGHWAY 87, 5.4 FT (1.6 M) SOUTH OF A WITNESS
 DQ1159'POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DQ1160 ***********************************************************************
 DQ1160  DESIGNATION -  1113 E RESET
 DQ1160  PID         -  DQ1160
 DQ1160  STATE/COUNTY-  MN/CASS
 DQ1160  COUNTRY     -  US
 DQ1160  USGS QUAD   -  BACKUS (2019)
 DQ1160
 DQ1160                         *CURRENT SURVEY CONTROL
 DQ1160  ______________________________________________________________________
 DQ1160* NAD 83(1986) POSITION- 46 47 51.27   (N) 094 34 22.25   (W)   HD_HELD1
 DQ1160* NAVD 88 ORTHO HEIGHT -   436.825 (meters)     1433.15  (feet) ADJUSTED
 DQ1160  ______________________________________________________________________
 DQ1160  GEOID HEIGHT    -        -27.806 (meters)                     GEOID18
 DQ1160  DYNAMIC HEIGHT  -        436.841 (meters)     1433.20  (feet) COMP
 DQ1160  MODELED GRAVITY -    980,638.3   (mgal)                       NAVD 88
 DQ1160
 DQ1160  VERT ORDER      -  SECOND    CLASS I
 DQ1160
 DQ1160.The horizontal coordinates were determined by differentially corrected
 DQ1160.hand held GPS observations or other comparable positioning techniques
 DQ1160.and have an estimated accuracy of +/- 3 meters.
 DQ1160
 DQ1160.The orthometric height was determined by differential leveling and
 DQ1160.adjusted by the NATIONAL GEODETIC SURVEY
 DQ1160.in February 2020.
 DQ1160
 DQ1160.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ1160.GEOID18 height accuracy estimate available here.
 DQ1160
 DQ1160.Click photographs - Photos may exist for this station.
 DQ1160
 DQ1160.The dynamic height is computed by dividing the NAVD 88
 DQ1160.geopotential number by the normal gravity value computed on the
 DQ1160.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ1160.degrees latitude (g = 980.6199 gals.).
 DQ1160
 DQ1160.The modeled gravity was interpolated from observed gravity values.
 DQ1160
 DQ1160;                    North         East    Units  Estimated Accuracy
 DQ1160;SPC MN C     -   299,847.8     775,354.1     MT  (+/- 3 meters HH1 GPS) 
 DQ1160
 DQ1160_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUM7997383870(NAD 83)
 DQ1160
 DQ1160                          SUPERSEDED SURVEY CONTROL
 DQ1160
 DQ1160  NAVD 88 (08/26/19)  436.831  (m)         1433.17   (f) SUPERSEDED  2 1
 DQ1160  NAVD 88 (05/02/18)  436.832  (m)         1433.17   (f) SUPERSEDED  2 1
 DQ1160
 DQ1160.Superseded values are not recommended for survey control.
 DQ1160
 DQ1160.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DQ1160.See file dsdata.pdf to determine how the superseded data were derived.
 DQ1160
 DQ1160_MARKER: I = METAL ROD
 DQ1160_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DQ1160_STAMPING: 1113 E RESET 2014
 DQ1160_MARK LOGO: MNDT
 DQ1160_PROJECTION: RECESSED 8 CENTIMETERS
 DQ1160_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DQ1160_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ1160_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ1160+SATELLITE: SATELLITE OBSERVATIONS - May 10, 2023
 DQ1160_ROD/PIPE-DEPTH: 10.7 meters
 DQ1160
 DQ1160  HISTORY     - Date     Condition        Report By
 DQ1160  HISTORY     - 20140819 MONUMENTED       MNDT
 DQ1160  HISTORY     - 20230510 GOOD             MNDT
 DQ1160
 DQ1160                          STATION DESCRIPTION
 DQ1160
 DQ1160'DESCRIBED BY MN DEPT OF TRANSP 2014
 DQ1160'THE STATION IS LOCATED ABOUT 5.9 MI (9.5 KM) WEST-NORTHWEST OF
 DQ1160'MILDRED, 3.1 MI (5.0 KM) EAST OF OSHAWA AND 3.1 MI (5.0 KM)
 DQ1160'WEST-SOUTHWEST OF BACKUS.
 DQ1160'
 DQ1160'TO REACH THE MARK GO 5.0 MI (8.0 KM) WEST AND SOUTH ALONG TRUNK
 DQ1160'HIGHWAY 87 FROM SOUTH JUNCTION OF TRUNK HIGHWAY 87 AND TRUNK HIGHWAY
 DQ1160'371 IN BACKUS, AT TRUNK HIGHWAY 87 MILE POINT 71.05.
 DQ1160'
 DQ1160'THE MARK IS LOCATED 38.5 FT (11.7 M) NORTH OF TRUNK HIGHWAY 87, 26.0
 DQ1160'FT (7.9 M) EAST OF ENTRANCE, 3.8 FT (1.2 M) WEST OF A WITNESS POST.
 DQ1160'
 DQ1160'NOTE - THE STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM
 DQ1160'ROD DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION REMOVABLE
 DQ1160'DISK SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH
 DQ1160'PVC PIPE BACK FILLED WITH WASHED SAND.
 DQ1160
 DQ1160                          STATION RECOVERY (2023)
 DQ1160
 DQ1160'RECOVERY NOTE BY MN DEPT OF TRANSP 2023 (TJD)
 DQ1160'3.0 MI (4.8 KM) SOUTHWEST OF BACKUS, 5.0 MI (8.0 KM) WEST AND SOUTH
 DQ1160'ALONG TRUNK HIGHWAY 87 FROM THE SOUTH JUNCTION OF TRUNK HIGHWAY 87 AND
 DQ1160'TRUNK HIGHWAY 371 IN BACKUS, AT TRUNK HIGHWAY 87 MILE POINT 71.05,
 DQ1160'38.5 FT (11.7 M) NORTH OF TRUNK HIGHWAY 87, 26.0 FT (7.9 M) EAST OF AN
 DQ1160'ENTRANCE, 3.8 FT (1.2 M) WEST OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DE6185 ***********************************************************************
 DE6185  DESIGNATION -  1113 F
 DE6185  PID         -  DE6185
 DE6185  STATE/COUNTY-  MN/CASS
 DE6185  COUNTRY     -  US
 DE6185  USGS QUAD   -  BACKUS (2019)
 DE6185
 DE6185                         *CURRENT SURVEY CONTROL
 DE6185  ______________________________________________________________________
 DE6185* NAD 83(2011) POSITION- 46 47 53.22934(N) 094 31 59.57227(W)   ADJUSTED
 DE6185* NAD 83(2011) ELLIP HT-   383.885 (meters)        (06/27/12)   ADJUSTED
 DE6185* NAD 83(2011) EPOCH   -  2010.00
 DE6185* NAVD 88 ORTHO HEIGHT -   411.738 (meters)     1350.84  (feet) ADJUSTED
 DE6185  ______________________________________________________________________
 DE6185  GEOID HEIGHT    -        -27.855 (meters)                     GEOID18
 DE6185  NAD 83(2011) X  -   -345,734.479 (meters)                     COMP
 DE6185  NAD 83(2011) Y  - -4,360,652.859 (meters)                     COMP
 DE6185  NAD 83(2011) Z  -  4,626,709.746 (meters)                     COMP
 DE6185  LAPLACE CORR    -         -3.22  (seconds)                    DEFLEC18
 DE6185  DYNAMIC HEIGHT  -        411.755 (meters)     1350.90  (feet) COMP
 DE6185  MODELED GRAVITY -    980,642.9   (mgal)                       NAVD 88
 DE6185
 DE6185  VERT ORDER      -  SECOND    CLASS I
 DE6185
 DE6185  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DE6185  Standards:
 DE6185         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DE6185            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DE6185  -------------------------------------------------------------------
 DE6185  NETWORK    0.39   0.61           0.18   0.13   0.31     -0.06991916
 DE6185  -------------------------------------------------------------------
 DE6185  Click here for local accuracies and other accuracy information.
 DE6185
 DE6185.The horizontal coordinates were established by GPS observations
 DE6185.and adjusted by the National Geodetic Survey in June 2012.
 DE6185
 DE6185.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DE6185.been affixed to the stable North American tectonic plate. See 
 DE6185.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DE6185
 DE6185.The horizontal coordinates are valid at the epoch date displayed above
 DE6185.which is a decimal equivalence of Year/Month/Day.
 DE6185
 DE6185.The orthometric height was determined by differential leveling and
 DE6185.adjusted by the NATIONAL GEODETIC SURVEY
 DE6185.in February 2020.
 DE6185
 DE6185.Significant digits in the geoid height do not necessarily reflect accuracy.
 DE6185.GEOID18 height accuracy estimate available here.
 DE6185
 DE6185.Click photographs - Photos may exist for this station.
 DE6185
 DE6185.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DE6185
 DE6185.The Laplace correction was computed from DEFLEC18 derived deflections.
 DE6185
 DE6185.The ellipsoidal height was determined by GPS observations
 DE6185.and is referenced to NAD 83.
 DE6185
 DE6185.The dynamic height is computed by dividing the NAVD 88
 DE6185.geopotential number by the normal gravity value computed on the
 DE6185.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE6185.degrees latitude (g = 980.6199 gals.).
 DE6185
 DE6185.The modeled gravity was interpolated from observed gravity values.
 DE6185
 DE6185. The following values were computed from the NAD 83(2011) position.
 DE6185
 DE6185;                    North         East     Units Scale Factor Converg.
 DE6185;SPC MN C     -   299,896.705   778,379.863   MT  0.99995469   -0 12 17.5
 DE6185;SPC MN C     -   983,911.11  2,553,734.60   sFT  0.99995469   -0 12 17.5
 DE6185;UTM  15      - 5,183,871.496   382,999.014   MT  0.99976826   -1 07 03.9
 DE6185
 DE6185!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE6185!SPC MN C     -   0.99993983  x   0.99995469  =   0.99989452
 DE6185!UTM  15      -   0.99993983  x   0.99976826  =   0.99970810
 DE6185
 DE6185_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUM8299983871(NAD 83)
 DE6185
 DE6185                          SUPERSEDED SURVEY CONTROL
 DE6185
 DE6185  NAD 83(2007)-  46 47 53.22935(N)    094 31 59.57303(W) AD(2002.00) 0
 DE6185  ELLIP H (02/10/07)  383.919  (m)                       GP(2002.00)    
 DE6185  NAD 83(1996)-  46 47 53.22905(N)    094 31 59.57299(W) AD(       ) 1
 DE6185  ELLIP H (09/24/02)  383.939  (m)                       GP(       ) 4 1
 DE6185  NAVD 88 (08/26/19)  411.744  (m)         1350.86   (f) SUPERSEDED  2 1
 DE6185  NAVD 88 (05/02/18)  411.745  (m)         1350.87   (f) SUPERSEDED  2 1
 DE6185  NAVD 88             411.74   (m)         1350.9    (f) LEVELING    3  
 DE6185  NAVD 88 (08/05/02)  411.743  (m)         1350.86   (f) SUPERSEDED  2 1
 DE6185
 DE6185.Superseded values are not recommended for survey control.
 DE6185
 DE6185.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE6185.See file dsdata.pdf to determine how the superseded data were derived.
 DE6185
 DE6185_MARKER: DD = SURVEY DISK
 DE6185_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DE6185_STAMPING: 1113 F 1998
 DE6185_MARK LOGO: MNDT
 DE6185_PROJECTION: FLUSH
 DE6185_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DE6185_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DE6185_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE6185+SATELLITE: SATELLITE OBSERVATIONS - May 10, 2023
 DE6185_ROD/PIPE-DEPTH: 30.2 meters
 DE6185
 DE6185  HISTORY     - Date     Condition        Report By
 DE6185  HISTORY     - 19980825 MONUMENTED       MNDT
 DE6185  HISTORY     - 1998     GOOD             MNDT
 DE6185  HISTORY     - 20111101 GOOD             MNDT
 DE6185  HISTORY     - 20140818 GOOD             MNDT
 DE6185  HISTORY     - 20170823 GOOD             MNDT
 DE6185  HISTORY     - 20230510 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.
 DE6185
 DE6185                          STATION RECOVERY (2011)
 DE6185
 DE6185'RECOVERY NOTE BY MN DEPT OF TRANSP 2011 (KMS)
 DE6185'RECOVERED AS DESCRIBED.
 DE6185
 DE6185                          STATION RECOVERY (2014)
 DE6185
 DE6185'RECOVERY NOTE BY MN DEPT OF TRANSP 2014 (KMS)
 DE6185'1.5 MI (2.4 KM) SOUTHWEST OF BACKUS, 3.05 MI (4.9 KM) WEST ALONG TRUNK
 DE6185'HIGHWAY 87  FROM THE JUNCTION OF TRUNK HIGHWAY 371 AND TRUNK HIGHWAY
 DE6185'87 IN BACKUS, AT TRUNK HIGHWAY 87 MILE POINT 73, 82 FT (25.0 M) SOUTH
 DE6185'OF TRUNK HIGHWAY 87, 30 FT (9.1 M) EAST OF COUNTY ROAD 27 6.0 FT (1.8
 DE6185'M) WEST OF A FENCE, 5.0 FT (1.5 M) WEST OF A WITNESS POST.
 DE6185
 DE6185                          STATION RECOVERY (2017)
 DE6185
 DE6185'RECOVERY NOTE BY MN DEPT OF TRANSP 2017 (TJS)
 DE6185'RECOVERED AS DESCRIBED.
 DE6185
 DE6185                          STATION RECOVERY (2023)
 DE6185
 DE6185'RECOVERY NOTE BY MN DEPT OF TRANSP 2023 (TJD)
 DE6185'1.5 MI (2.4 KM) SOUTHWEST OF BACKUS, 3.05 MI (4.91 KM) WEST ALONG
 DE6185'TRUNK HIGHWAY 87 FROM THE JUNCTION OF TRUNK HIGHWAY 371 AND TRUNK
 DE6185'HIGHWAY 87 IN BACKUS, AT TRUNK HIGHWAY 87 MILE POINT 73, 82.0 FT (25.0
 DE6185'M) SOUTH OF TRUNK HIGHWAY 87, 30.0 FT (9.1 M) EAST OF COUNTY ROAD 27
 DE6185'(48TH AVENUE SOUTHWEST), 6.0 FT (1.8 M) WEST OF A FENCE, 5.0 FT (1.5
 DE6185'M) WEST OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DQ1163 ***********************************************************************
 DQ1163  DESIGNATION -  1113 G RESET
 DQ1163  PID         -  DQ1163
 DQ1163  STATE/COUNTY-  MN/CASS
 DQ1163  COUNTRY     -  US
 DQ1163  USGS QUAD   -  BACKUS (2019)
 DQ1163
 DQ1163                         *CURRENT SURVEY CONTROL
 DQ1163  ______________________________________________________________________
 DQ1163* NAD 83(2011) POSITION- 46 48 08.55477(N) 094 30 47.41264(W)   ADJUSTED
 DQ1163* NAD 83(2011) ELLIP HT-   381.058 (meters)        (03/13/20)   ADJUSTED
 DQ1163* NAD 83(2011) EPOCH   -  2010.00
 DQ1163* NAVD 88 ORTHO HEIGHT -   408.938 (meters)     1341.66  (feet) ADJUSTED
 DQ1163  ______________________________________________________________________
 DQ1163  GEOID HEIGHT    -        -27.877 (meters)                     GEOID18
 DQ1163  NAD 83(2011) X  -   -344,181.628 (meters)                     COMP
 DQ1163  NAD 83(2011) Y  - -4,360,427.682 (meters)                     COMP
 DQ1163  NAD 83(2011) Z  -  4,627,031.661 (meters)                     COMP
 DQ1163  LAPLACE CORR    -         -3.11  (seconds)                    DEFLEC18
 DQ1163  DYNAMIC HEIGHT  -        408.955 (meters)     1341.71  (feet) COMP
 DQ1163  MODELED GRAVITY -    980,643.8   (mgal)                       NAVD 88
 DQ1163
 DQ1163  VERT ORDER      -  SECOND    CLASS I
 DQ1163
 DQ1163  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DQ1163  Standards:
 DQ1163         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DQ1163            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DQ1163  -------------------------------------------------------------------
 DQ1163  NETWORK    0.47   1.18           0.22   0.15   0.60     -0.08010882
 DQ1163  -------------------------------------------------------------------
 DQ1163  Click here for local accuracies and other accuracy information.
 DQ1163
 DQ1163.The horizontal coordinates were established by GPS observations
 DQ1163.and adjusted by the MN DEPT OF TRANSP in March 2020.
 DQ1163
 DQ1163.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DQ1163.been affixed to the stable North American tectonic plate. See 
 DQ1163.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DQ1163
 DQ1163.The horizontal coordinates are valid at the epoch date displayed above
 DQ1163.which is a decimal equivalence of Year/Month/Day.
 DQ1163
 DQ1163.The orthometric height was determined by differential leveling and
 DQ1163.adjusted by the NATIONAL GEODETIC SURVEY
 DQ1163.in February 2020.
 DQ1163
 DQ1163.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ1163.GEOID18 height accuracy estimate available here.
 DQ1163
 DQ1163.Click photographs - Photos may exist for this station.
 DQ1163
 DQ1163.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DQ1163
 DQ1163.The Laplace correction was computed from DEFLEC18 derived deflections.
 DQ1163
 DQ1163.The ellipsoidal height was determined by GPS observations
 DQ1163.and is referenced to NAD 83.
 DQ1163
 DQ1163.The dynamic height is computed by dividing the NAVD 88
 DQ1163.geopotential number by the normal gravity value computed on the
 DQ1163.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ1163.degrees latitude (g = 980.6199 gals.).
 DQ1163
 DQ1163.The modeled gravity was interpolated from observed gravity values.
 DQ1163
 DQ1163. The following values were computed from the NAD 83(2011) position.
 DQ1163
 DQ1163;                    North         East     Units Scale Factor Converg.
 DQ1163;SPC MN C     -   300,364.648   779,911.582   MT  0.99995529   -0 11 25.3
 DQ1163;SPC MN C     -   985,446.35  2,558,759.92   sFT  0.99995529   -0 11 25.3
 DQ1163;UTM  15      - 5,184,314.893   384,537.703   MT  0.99976386   -1 06 11.6
 DQ1163
 DQ1163!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DQ1163!SPC MN C     -   0.99994027  x   0.99995529  =   0.99989556
 DQ1163!UTM  15      -   0.99994027  x   0.99976386  =   0.99970415
 DQ1163
 DQ1163_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUM8453784314(NAD 83)
 DQ1163
 DQ1163                          SUPERSEDED SURVEY CONTROL
 DQ1163
 DQ1163  NAVD 88 (08/26/19)  408.945  (m)         1341.68   (f) SUPERSEDED  2 1
 DQ1163  NAVD 88 (05/02/18)  408.945  (m)         1341.68   (f) SUPERSEDED  2 1
 DQ1163
 DQ1163.Superseded values are not recommended for survey control.
 DQ1163
 DQ1163.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DQ1163.See file dsdata.pdf to determine how the superseded data were derived.
 DQ1163
 DQ1163_MARKER: I = METAL ROD
 DQ1163_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DQ1163_STAMPING: 1113 G RESET 2014
 DQ1163_MARK LOGO: MNDT
 DQ1163_PROJECTION: RECESSED 8 CENTIMETERS
 DQ1163_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DQ1163_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ1163_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ1163+SATELLITE: SATELLITE OBSERVATIONS - May 10, 2023
 DQ1163_ROD/PIPE-DEPTH: 16.8 meters
 DQ1163
 DQ1163  HISTORY     - Date     Condition        Report By
 DQ1163  HISTORY     - 20140819 MONUMENTED       MNDT
 DQ1163  HISTORY     - 20170823 GOOD             MNDT
 DQ1163  HISTORY     - 20230510 GOOD             MNDT
 DQ1163
 DQ1163                          STATION DESCRIPTION
 DQ1163
 DQ1163'DESCRIBED BY MN DEPT OF TRANSP 2014
 DQ1163'THE STATION IS LOCATED ABOUT 6.0 MI (9.7 KM) EAST OF OSHAWA, 4.0 MI
 DQ1163'(6.4 KM) NORTHWEST OF MILDRED AND 1.2 MI (1.9 KM) SOUTH OF BACKUS.
 DQ1163'
 DQ1163'TO REACH THE MARK GO 2.0 MI (3.2 KM) WEST AND SOUTH ALONG TRUNK
 DQ1163'HIGHWAY 87 FROM SOUTH JUNCTION OF TRUNK HIGHWAY 87 AND TRUNK HIGHWAY
 DQ1163'371 IN BACKUS, AT TRUNK HIGHWAY 87 MILE POINT 74.05.
 DQ1163'
 DQ1163'THE MARK IS LOCATED 48.3 FT (14.7 M) WEST OF TRUNK HIGHWAY 87, 68.0 FT
 DQ1163'(20.7 M) SOUTH-SOUTHWEST OF POWER POLE WITH GUY WIRE, 81.0 FT (24.7 M)
 DQ1163'EAST OF STATE BIKE TRAIL, 5.5 FT (1.7 M) EAST-SOUTHEAST OF A WITNESS
 DQ1163'POST.
 DQ1163'
 DQ1163'NOTE - THE STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM
 DQ1163'ROD DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION REMOVABLE
 DQ1163'DISK SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH
 DQ1163'PVC PIPE BACK FILLED WITH WASHED SAND.
 DQ1163
 DQ1163                          STATION RECOVERY (2017)
 DQ1163
 DQ1163'RECOVERY NOTE BY MN DEPT OF TRANSP 2017 (TJS)
 DQ1163'RECOVERED AS DESCRIBED.
 DQ1163
 DQ1163                          STATION RECOVERY (2023)
 DQ1163
 DQ1163'RECOVERY NOTE BY MN DEPT OF TRANSP 2023 (TJD)
 DQ1163'1.25 MI (2.01 KM) SOUTH OF BACKUS, 2.0 MI (3.2 KM) WEST AND SOUTH
 DQ1163'ALONG TRUNK HIGHWAY 87 FROM THE SOUTH JUNCTION OF TRUNK HIGHWAY 87 AND
 DQ1163'TRUNK HIGHWAY 371 IN BACKUS, AT TRUNK HIGHWAY 87 MILE POINT 74.05,
 DQ1163'48.3 FT (14.7 M) WEST OF TRUNK HIGHWAY 87, 68.0 FT (20.7 M)
 DQ1163'SOUTH-SOUTHWEST OF A POWER POLE WITH A GUY WIRE, 81.0 FT (24.7 M) EAST
 DQ1163'OF A STATE BIKE TRAIL, 5.5 FT (1.7 M) EAST-SOUTHEAST OF A WITNESS
 DQ1163'POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DQ1164 ***********************************************************************
 DQ1164  DESIGNATION -  1113 H RESET
 DQ1164  PID         -  DQ1164
 DQ1164  STATE/COUNTY-  MN/CASS
 DQ1164  COUNTRY     -  US
 DQ1164  USGS QUAD   -  BACKUS (2019)
 DQ1164
 DQ1164                         *CURRENT SURVEY CONTROL
 DQ1164  ______________________________________________________________________
 DQ1164* NAD 83(1986) POSITION- 46 47 27.76   (N) 094 30 47.04   (W)   HD_HELD1
 DQ1164* NAVD 88 ORTHO HEIGHT -   411.889 (meters)     1351.34  (feet) ADJUSTED
 DQ1164  ______________________________________________________________________
 DQ1164  GEOID HEIGHT    -        -27.874 (meters)                     GEOID18
 DQ1164  DYNAMIC HEIGHT  -        411.905 (meters)     1351.39  (feet) COMP
 DQ1164  MODELED GRAVITY -    980,641.7   (mgal)                       NAVD 88
 DQ1164
 DQ1164  VERT ORDER      -  SECOND    CLASS I
 DQ1164
 DQ1164.The horizontal coordinates were determined by differentially corrected
 DQ1164.hand held GPS observations or other comparable positioning techniques
 DQ1164.and have an estimated accuracy of +/- 3 meters.
 DQ1164
 DQ1164.The orthometric height was determined by differential leveling and
 DQ1164.adjusted by the NATIONAL GEODETIC SURVEY
 DQ1164.in February 2020.
 DQ1164
 DQ1164.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ1164.GEOID18 height accuracy estimate available here.
 DQ1164
 DQ1164.Click photographs - Photos may exist for this station.
 DQ1164
 DQ1164.The dynamic height is computed by dividing the NAVD 88
 DQ1164.geopotential number by the normal gravity value computed on the
 DQ1164.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ1164.degrees latitude (g = 980.6199 gals.).
 DQ1164
 DQ1164.The modeled gravity was interpolated from observed gravity values.
 DQ1164
 DQ1164;                    North         East    Units  Estimated Accuracy
 DQ1164;SPC MN C     -   299,105.0     779,915.3     MT  (+/- 3 meters HH1 GPS) 
 DQ1164
 DQ1164_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUM8452183055(NAD 83)
 DQ1164
 DQ1164                          SUPERSEDED SURVEY CONTROL
 DQ1164
 DQ1164  NAVD 88 (08/26/19)  411.896  (m)         1351.36   (f) SUPERSEDED  2 1
 DQ1164  NAVD 88 (05/02/18)  411.896  (m)         1351.36   (f) SUPERSEDED  2 1
 DQ1164
 DQ1164.Superseded values are not recommended for survey control.
 DQ1164
 DQ1164.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DQ1164.See file dsdata.pdf to determine how the superseded data were derived.
 DQ1164
 DQ1164_MARKER: I = METAL ROD
 DQ1164_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DQ1164_STAMPING: 1113 H RESET 2011
 DQ1164_MARK LOGO: MNDT
 DQ1164_PROJECTION: RECESSED 8 CENTIMETERS
 DQ1164_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DQ1164_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ1164_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ1164+SATELLITE: SATELLITE OBSERVATIONS - May 10, 2023
 DQ1164_ROD/PIPE-DEPTH: 21.3 meters
 DQ1164
 DQ1164  HISTORY     - Date     Condition        Report By
 DQ1164  HISTORY     - 20111101 MONUMENTED       MNDT
 DQ1164  HISTORY     - 20140819 GOOD             MNDT
 DQ1164  HISTORY     - 20230510 GOOD             MNDT
 DQ1164
 DQ1164                          STATION DESCRIPTION
 DQ1164
 DQ1164'DESCRIBED BY MN DEPT OF TRANSP 2014 (KMS)
 DQ1164'THE STATION IS LOCATED ABOUT 6.0 MI (9.7 KM) EAST OF OSHAWA, 3.4 MI
 DQ1164'(5.5 KM) NORTHWEST OF MILDRED AND 2.0 MI (3.2 KM) SOUTH OF BACKUS.
 DQ1164'
 DQ1164'TO REACH THE MARK GO 2.05 MI (3.3 KM) SOUTH ALONG TRUNK HIGHWAY 371
 DQ1164'FROM SOUTH JUNCTION OF TRUNK HIGHWAY 371 AND TRUNK HIGHWAY 87 IN
 DQ1164'BACKUS, AT TRUNK HIGHWAY 371 MILE POINT 68.2, THEN 0.5 MI (0.8 KM)
 DQ1164'WEST ON FOURTH STREET SOUTHWEST.
 DQ1164'
 DQ1164'THE MARK IS LOCATED 33.0 FT (10.1 M) SOUTH OF FOURTH STREET SOUTHWEST,
 DQ1164'38.0 FT (11.6 M) EAST OF 44TH AVENUE SOUTHWEST, 7.6 FT (2.3 M) EAST OF
 DQ1164'POWER POLE, 3.6 FT (1.1 M) WEST OF A WITNESS POST.
 DQ1164'
 DQ1164'NOTE - THE STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM
 DQ1164'ROD DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION REMOVABLE
 DQ1164'DISK SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH
 DQ1164'PVC PIPE BACK FILLED WITH WASHED SAND.
 DQ1164
 DQ1164                          STATION RECOVERY (2023)
 DQ1164
 DQ1164'RECOVERY NOTE BY MN DEPT OF TRANSP 2023 (AJH)
 DQ1164'2.0 MI (3.2 KM) SOUTH OF BACKUS, 2.05 MI (3.30 KM) SOUTH ALONG TRUNK
 DQ1164'HIGHWAY 371 FROM THE SOUTH JUNCTION OF TRUNK HIGHWAY 371 AND TRUNK
 DQ1164'HIGHWAY 87 IN BACKUS, AT TRUNK HIGHWAY 371 MILE POINT 68.2, THEN 0.5
 DQ1164'MI (0.8 KM) WEST ON FOURTH STREET SOUTHWEST, 33.0 FT (10.1 M) SOUTH OF
 DQ1164'FOURTH STREET SOUTHWEST, 38.0 FT (11.6 M) EAST OF 44TH AVENUE
 DQ1164'SOUTHWEST, 7.6 FT (2.3 M) EAST OF A POWER POLE, 3.6 FT (1.1 M) WEST OF
 DQ1164'A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DQ1165 ***********************************************************************
 DQ1165  DESIGNATION -  1113 J
 DQ1165  PID         -  DQ1165
 DQ1165  STATE/COUNTY-  MN/CASS
 DQ1165  COUNTRY     -  US
 DQ1165  USGS QUAD   -  BACKUS (2019)
 DQ1165
 DQ1165                         *CURRENT SURVEY CONTROL
 DQ1165  ______________________________________________________________________
 DQ1165* NAD 83(2011) POSITION- 46 49 02.20721(N) 094 31 00.59290(W)   ADJUSTED
 DQ1165* NAD 83(2011) ELLIP HT-   380.538 (meters)        (03/13/20)   ADJUSTED
 DQ1165* NAD 83(2011) EPOCH   -  2010.00
 DQ1165* NAVD 88 ORTHO HEIGHT -   408.411 (meters)     1339.93  (feet) ADJUSTED
 DQ1165  ______________________________________________________________________
 DQ1165  GEOID HEIGHT    -        -27.874 (meters)                     GEOID18
 DQ1165  NAD 83(2011) X  -   -344,365.097 (meters)                     COMP
 DQ1165  NAD 83(2011) Y  - -4,359,201.073 (meters)                     COMP
 DQ1165  NAD 83(2011) Z  -  4,628,165.283 (meters)                     COMP
 DQ1165  LAPLACE CORR    -         -3.13  (seconds)                    DEFLEC18
 DQ1165  DYNAMIC HEIGHT  -        408.430 (meters)     1339.99  (feet) COMP
 DQ1165  MODELED GRAVITY -    980,647.2   (mgal)                       NAVD 88
 DQ1165
 DQ1165  VERT ORDER      -  SECOND    CLASS I
 DQ1165
 DQ1165  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DQ1165  Standards:
 DQ1165         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DQ1165            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DQ1165  -------------------------------------------------------------------
 DQ1165  NETWORK    0.34   0.84           0.16   0.11   0.43     -0.04528342
 DQ1165  -------------------------------------------------------------------
 DQ1165  Click here for local accuracies and other accuracy information.
 DQ1165
 DQ1165.The horizontal coordinates were established by GPS observations
 DQ1165.and adjusted by the MN DEPT OF TRANSP in March 2020.
 DQ1165
 DQ1165.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DQ1165.been affixed to the stable North American tectonic plate. See 
 DQ1165.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DQ1165
 DQ1165.The horizontal coordinates are valid at the epoch date displayed above
 DQ1165.which is a decimal equivalence of Year/Month/Day.
 DQ1165
 DQ1165.The orthometric height was determined by differential leveling and
 DQ1165.adjusted by the NATIONAL GEODETIC SURVEY
 DQ1165.in February 2020.
 DQ1165
 DQ1165.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ1165.GEOID18 height accuracy estimate available here.
 DQ1165
 DQ1165.Click photographs - Photos may exist for this station.
 DQ1165
 DQ1165.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DQ1165
 DQ1165.The Laplace correction was computed from DEFLEC18 derived deflections.
 DQ1165
 DQ1165.The ellipsoidal height was determined by GPS observations
 DQ1165.and is referenced to NAD 83.
 DQ1165
 DQ1165.The dynamic height is computed by dividing the NAVD 88
 DQ1165.geopotential number by the normal gravity value computed on the
 DQ1165.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ1165.degrees latitude (g = 980.6199 gals.).
 DQ1165
 DQ1165.The modeled gravity was interpolated from observed gravity values.
 DQ1165
 DQ1165. The following values were computed from the NAD 83(2011) position.
 DQ1165
 DQ1165;                    North         East     Units Scale Factor Converg.
 DQ1165;SPC MN C     -   302,022.276   779,637.697   MT  0.99995745   -0 11 34.9
 DQ1165;SPC MN C     -   990,884.75  2,557,861.34   sFT  0.99995745   -0 11 34.9
 DQ1165;UTM  15      - 5,185,976.355   384,290.313   MT  0.99976456   -1 06 22.2
 DQ1165
 DQ1165!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DQ1165!SPC MN C     -   0.99994035  x   0.99995745  =   0.99989781
 DQ1165!UTM  15      -   0.99994035  x   0.99976456  =   0.99970493
 DQ1165
 DQ1165_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUM8429085976(NAD 83)
 DQ1165
 DQ1165                          SUPERSEDED SURVEY CONTROL
 DQ1165
 DQ1165  NAVD 88 (08/26/19)  408.418  (m)         1339.95   (f) SUPERSEDED  2 1
 DQ1165  NAVD 88 (05/02/18)  408.418  (m)         1339.95   (f) SUPERSEDED  2 1
 DQ1165
 DQ1165.Superseded values are not recommended for survey control.
 DQ1165
 DQ1165.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DQ1165.See file dsdata.pdf to determine how the superseded data were derived.
 DQ1165
 DQ1165_MARKER: I = METAL ROD
 DQ1165_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DQ1165_STAMPING: 1113 J 2014
 DQ1165_MARK LOGO: MNDT
 DQ1165_PROJECTION: FLUSH
 DQ1165_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DQ1165_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ1165_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ1165+SATELLITE: SATELLITE OBSERVATIONS - May 15, 2023
 DQ1165_ROD/PIPE-DEPTH: 11.9 meters
 DQ1165
 DQ1165  HISTORY     - Date     Condition        Report By
 DQ1165  HISTORY     - 20141001 MONUMENTED       MNDT
 DQ1165  HISTORY     - 20170827 GOOD             MNDT
 DQ1165  HISTORY     - 20230515 GOOD             MNDT
 DQ1165
 DQ1165                          STATION DESCRIPTION
 DQ1165
 DQ1165'DESCRIBED BY MN DEPT OF TRANSP 2014
 DQ1165'THE STATION IS LOCATED ABOUT 5.8 MI (9.3 KM) EAST OF OSHAWA, 5.0 MI
 DQ1165'(8.0 KM) NORTH-NORTHWEST OF MILDRED AND IN THE TOWN OF BACKUS, MN.
 DQ1165'
 DQ1165'TO REACH THE MARK GO 0.2 MI (0.3 KM) SOUTH ALONG TRUNK HIGHWAY 87 FROM
 DQ1165'THE JUNCTION OF TRUNK HIGHWAY 87 AND COUNTY ROAD 116 IN BACKUS, AT
 DQ1165'TRUNK HIGHWAY 87 MILE POINT 75.15.
 DQ1165'
 DQ1165'THE MARK IS LOCATED 71.8 FT (21.9 M) WEST OF TRUNK HIGHWAY 87, 251.0
 DQ1165'FT (76.5 M) SOUTH OF GROVER AVENUE, 5.0 FT (1.5 M) EAST OF STATE TRAIL
 DQ1165'SIGN, 1.5 FT (0.5 M) EAST OF A WITNESS POST.
 DQ1165'
 DQ1165'NOTE - THE STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM
 DQ1165'ROD DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION REMOVABLE
 DQ1165'DISK SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH
 DQ1165'PVC PIPE BACK FILLED WITH WASHED SAND.
 DQ1165
 DQ1165                          STATION RECOVERY (2017)
 DQ1165
 DQ1165'RECOVERY NOTE BY MN DEPT OF TRANSP 2017 (DJH)
 DQ1165'RECOVERED AS DESCRIBED.
 DQ1165
 DQ1165                          STATION RECOVERY (2023)
 DQ1165
 DQ1165'RECOVERY NOTE BY MN DEPT OF TRANSP 2023 (AJH)
 DQ1165'IN BACKUS, 0.2 MI (0.3 KM) SOUTH ALONG TRUNK HIGHWAY 87 FROM THE
 DQ1165'JUNCTION OF TRUNK HIGHWAY 87 AND COUNTY ROAD 116 IN BACKUS, AT TRUNK
 DQ1165'HIGHWAY 87 MILE POINT 75.15, 71.8 FT (21.9 M) WEST OF TRUNK HIGHWAY
 DQ1165'87, 251.0 FT (76.5 M) SOUTH OF GROVER AVENUE, 5.0 FT (1.5 M) EAST OF A
 DQ1165'STATE TRAIL SIGN, 1.5 FT (0.5 M) EAST OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DQ1161 ***********************************************************************
 DQ1161  DESIGNATION -  1113 K
 DQ1161  PID         -  DQ1161
 DQ1161  STATE/COUNTY-  MN/CASS
 DQ1161  COUNTRY     -  US
 DQ1161  USGS QUAD   -  BACKUS (2019)
 DQ1161
 DQ1161                         *CURRENT SURVEY CONTROL
 DQ1161  ______________________________________________________________________
 DQ1161* NAD 83(2011) POSITION- 46 47 54.20305(N) 094 33 20.70684(W)   ADJUSTED
 DQ1161* NAD 83(2011) ELLIP HT-   381.823 (meters)        (03/13/20)   ADJUSTED
 DQ1161* NAD 83(2011) EPOCH   -  2010.00
 DQ1161* NAVD 88 ORTHO HEIGHT -   409.639 (meters)     1343.96  (feet) ADJUSTED
 DQ1161  ______________________________________________________________________
 DQ1161  GEOID HEIGHT    -        -27.828 (meters)                     GEOID18
 DQ1161  NAD 83(2011) X  -   -347,447.869 (meters)                     COMP
 DQ1161  NAD 83(2011) Y  - -4,360,493.270 (meters)                     COMP
 DQ1161  NAD 83(2011) Z  -  4,626,728.827 (meters)                     COMP
 DQ1161  LAPLACE CORR    -         -3.65  (seconds)                    DEFLEC18
 DQ1161  DYNAMIC HEIGHT  -        409.655 (meters)     1344.01  (feet) COMP
 DQ1161  MODELED GRAVITY -    980,641.0   (mgal)                       NAVD 88
 DQ1161
 DQ1161  VERT ORDER      -  SECOND    CLASS I
 DQ1161
 DQ1161  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DQ1161  Standards:
 DQ1161         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DQ1161            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DQ1161  -------------------------------------------------------------------
 DQ1161  NETWORK    0.59   1.53           0.27   0.19   0.78     -0.27498947
 DQ1161  -------------------------------------------------------------------
 DQ1161  Click here for local accuracies and other accuracy information.
 DQ1161
 DQ1161.The horizontal coordinates were established by GPS observations
 DQ1161.and adjusted by the MN DEPT OF TRANSP in March 2020.
 DQ1161
 DQ1161.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DQ1161.been affixed to the stable North American tectonic plate. See 
 DQ1161.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DQ1161
 DQ1161.The horizontal coordinates are valid at the epoch date displayed above
 DQ1161.which is a decimal equivalence of Year/Month/Day.
 DQ1161
 DQ1161.The orthometric height was determined by differential leveling and
 DQ1161.adjusted by the NATIONAL GEODETIC SURVEY
 DQ1161.in February 2020.
 DQ1161
 DQ1161.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ1161.GEOID18 height accuracy estimate available here.
 DQ1161
 DQ1161.Click photographs - Photos may exist for this station.
 DQ1161
 DQ1161.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DQ1161
 DQ1161.The Laplace correction was computed from DEFLEC18 derived deflections.
 DQ1161
 DQ1161.The ellipsoidal height was determined by GPS observations
 DQ1161.and is referenced to NAD 83.
 DQ1161
 DQ1161.The dynamic height is computed by dividing the NAVD 88
 DQ1161.geopotential number by the normal gravity value computed on the
 DQ1161.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ1161.degrees latitude (g = 980.6199 gals.).
 DQ1161
 DQ1161.The modeled gravity was interpolated from observed gravity values.
 DQ1161
 DQ1161. The following values were computed from the NAD 83(2011) position.
 DQ1161
 DQ1161;                    North         East     Units Scale Factor Converg.
 DQ1161;SPC MN C     -   299,933.168   776,659.520   MT  0.99995473   -0 13 16.2
 DQ1161;SPC MN C     -   984,030.74  2,548,090.44   sFT  0.99995473   -0 13 16.2
 DQ1161;UTM  15      - 5,183,935.353   381,279.787   MT  0.99977324   -1 08 03.1
 DQ1161
 DQ1161!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DQ1161!SPC MN C     -   0.99994015  x   0.99995473  =   0.99989488
 DQ1161!UTM  15      -   0.99994015  x   0.99977324  =   0.99971341
 DQ1161
 DQ1161_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUM8127983935(NAD 83)
 DQ1161
 DQ1161                          SUPERSEDED SURVEY CONTROL
 DQ1161
 DQ1161  NAVD 88 (08/26/19)  409.645  (m)         1343.98   (f) SUPERSEDED  2 1
 DQ1161  NAVD 88 (05/02/18)  409.646  (m)         1343.98   (f) SUPERSEDED  2 1
 DQ1161
 DQ1161.Superseded values are not recommended for survey control.
 DQ1161
 DQ1161.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DQ1161.See file dsdata.pdf to determine how the superseded data were derived.
 DQ1161
 DQ1161_MARKER: I = METAL ROD
 DQ1161_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DQ1161_STAMPING: 1113 K 2014
 DQ1161_MARK LOGO: MNDT
 DQ1161_PROJECTION: RECESSED 3 CENTIMETERS
 DQ1161_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DQ1161_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ1161_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ1161+SATELLITE: SATELLITE OBSERVATIONS - May 10, 2023
 DQ1161_ROD/PIPE-DEPTH: 8.8 meters
 DQ1161
 DQ1161  HISTORY     - Date     Condition        Report By
 DQ1161  HISTORY     - 20141001 MONUMENTED       MNDT
 DQ1161  HISTORY     - 20170823 GOOD             MNDT
 DQ1161  HISTORY     - 20230510 GOOD             MNDT
 DQ1161
 DQ1161                          STATION DESCRIPTION
 DQ1161
 DQ1161'DESCRIBED BY MN DEPT OF TRANSP 2014
 DQ1161'THE STATION IS LOCATED ABOUT 5.3 MI (8.5 KM) NORTHWEST OF MILDRED, 3.9
 DQ1161'MI (6.3 KM) EAST OF OSHAWA AND 2.4 MI (3.9 KM) SOUTHWEST OF BACKUS.
 DQ1161'
 DQ1161'TO REACH THE MARK GO 3.1 MI (5.0 KM) SOUTH AND WEST ALONG TRUNK
 DQ1161'HIGHWAY 87 FROM THE JUNCTION OF TRUNK HIGHWAY 87 AND COUNTY ROAD 116
 DQ1161'IN BACKUS, AT TRUNK HIGHWAY 87 MILE POINT 72.0.
 DQ1161'
 DQ1161'THE MARK IS LOCATED 25.6 FT (7.8 M) NORTH OF TRUNK HIGHWAY 87, 8.0 FT
 DQ1161'(2.4 M) EAST OF DRIVEWAY NUMBER 05513 EXTENDED, 1.5 FT (0.5 M) SOUTH
 DQ1161'OF A WITNESS POST.
 DQ1161'
 DQ1161'NOTE - THE STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM
 DQ1161'ROD DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION REMOVABLE
 DQ1161'DISK SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH
 DQ1161'PVC PIPE BACK FILLED WITH WASHED SAND.
 DQ1161
 DQ1161                          STATION RECOVERY (2017)
 DQ1161
 DQ1161'RECOVERY NOTE BY MN DEPT OF TRANSP 2017 (DJH)
 DQ1161'RECOVERED AS DESCRIBED.
 DQ1161
 DQ1161                          STATION RECOVERY (2023)
 DQ1161
 DQ1161'RECOVERY NOTE BY MN DEPT OF TRANSP 2023 (TJD)
 DQ1161'2.5 MI (4.0 KM) SOUTHWEST OF BACKUS, 3.1 MI (5.0 KM) SOUTH AND WEST
 DQ1161'ALONG TRUNK HIGHWAY 87 FROM THE JUNCTION OF TRUNK HIGHWAY 87 AND
 DQ1161'COUNTY ROAD 116 IN BACKUS, AT TRUNK HIGHWAY 87 MILE POINT 72.0, 25.6
 DQ1161'FT (7.8 M) NORTH OF TRUNK HIGHWAY 87, 8.0 FT (2.4 M) EAST OF DRIVEWAY
 DQ1161'NUMBER 05513 EXTENDED, 1.5 FT (0.5 M) SOUTH OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DQ1158 ***********************************************************************
 DQ1158  DESIGNATION -  1113 L
 DQ1158  PID         -  DQ1158
 DQ1158  STATE/COUNTY-  MN/CASS
 DQ1158  COUNTRY     -  US
 DQ1158  USGS QUAD   -  BACKUS (2019)
 DQ1158
 DQ1158                         *CURRENT SURVEY CONTROL
 DQ1158  ______________________________________________________________________
 DQ1158* NAD 83(2011) POSITION- 46 48 14.79618(N) 094 37 13.84389(W)   ADJUSTED
 DQ1158* NAD 83(2011) ELLIP HT-   427.140 (meters)        (03/13/20)   ADJUSTED
 DQ1158* NAD 83(2011) EPOCH   -  2010.00
 DQ1158* NAVD 88 ORTHO HEIGHT -   454.894 (meters)     1492.43  (feet) ADJUSTED
 DQ1158  ______________________________________________________________________
 DQ1158  GEOID HEIGHT    -        -27.749 (meters)                     GEOID18
 DQ1158  NAD 83(2011) X  -   -352,341.379 (meters)                     COMP
 DQ1158  NAD 83(2011) Y  - -4,359,666.600 (meters)                     COMP
 DQ1158  NAD 83(2011) Z  -  4,627,197.191 (meters)                     COMP
 DQ1158  LAPLACE CORR    -         -2.92  (seconds)                    DEFLEC18
 DQ1158  DYNAMIC HEIGHT  -        454.910 (meters)     1492.48  (feet) COMP
 DQ1158  MODELED GRAVITY -    980,635.7   (mgal)                       NAVD 88
 DQ1158
 DQ1158  VERT ORDER      -  SECOND    CLASS I
 DQ1158
 DQ1158  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DQ1158  Standards:
 DQ1158         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DQ1158            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DQ1158  -------------------------------------------------------------------
 DQ1158  NETWORK    0.39   1.04           0.18   0.13   0.53     -0.10042847
 DQ1158  -------------------------------------------------------------------
 DQ1158  Click here for local accuracies and other accuracy information.
 DQ1158
 DQ1158.The horizontal coordinates were established by GPS observations
 DQ1158.and adjusted by the MN DEPT OF TRANSP in March 2020.
 DQ1158
 DQ1158.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DQ1158.been affixed to the stable North American tectonic plate. See 
 DQ1158.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DQ1158
 DQ1158.The horizontal coordinates are valid at the epoch date displayed above
 DQ1158.which is a decimal equivalence of Year/Month/Day.
 DQ1158
 DQ1158.The orthometric height was determined by differential leveling and
 DQ1158.adjusted by the NATIONAL GEODETIC SURVEY
 DQ1158.in February 2020.
 DQ1158
 DQ1158.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ1158.GEOID18 height accuracy estimate available here.
 DQ1158
 DQ1158.Click photographs - Photos may exist for this station.
 DQ1158
 DQ1158.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DQ1158
 DQ1158.The Laplace correction was computed from DEFLEC18 derived deflections.
 DQ1158
 DQ1158.The ellipsoidal height was determined by GPS observations
 DQ1158.and is referenced to NAD 83.
 DQ1158
 DQ1158.The dynamic height is computed by dividing the NAVD 88
 DQ1158.geopotential number by the normal gravity value computed on the
 DQ1158.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ1158.degrees latitude (g = 980.6199 gals.).
 DQ1158
 DQ1158.The modeled gravity was interpolated from observed gravity values.
 DQ1158
 DQ1158. The following values were computed from the NAD 83(2011) position.
 DQ1158
 DQ1158;                    North         East     Units Scale Factor Converg.
 DQ1158;SPC MN C     -   300,590.148   771,718.858   MT  0.99995554   -0 16 04.9
 DQ1158;SPC MN C     -   986,186.18  2,531,880.95   sFT  0.99995554   -0 16 04.9
 DQ1158;UTM  15      - 5,184,670.869   376,351.085   MT  0.99978792   -1 10 53.5
 DQ1158
 DQ1158!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DQ1158!SPC MN C     -   0.99993305  x   0.99995554  =   0.99988859
 DQ1158!UTM  15      -   0.99993305  x   0.99978792  =   0.99972098
 DQ1158
 DQ1158_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUM7635184670(NAD 83)
 DQ1158
 DQ1158                          SUPERSEDED SURVEY CONTROL
 DQ1158
 DQ1158  NAVD 88 (08/26/19)  454.900  (m)         1492.45   (f) SUPERSEDED  2 1
 DQ1158  NAVD 88 (05/02/18)  454.901  (m)         1492.45   (f) SUPERSEDED  2 1
 DQ1158
 DQ1158.Superseded values are not recommended for survey control.
 DQ1158
 DQ1158.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DQ1158.See file dsdata.pdf to determine how the superseded data were derived.
 DQ1158
 DQ1158_MARKER: I = METAL ROD
 DQ1158_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DQ1158_STAMPING: 1113 L 2014
 DQ1158_MARK LOGO: MNDT
 DQ1158_PROJECTION: RECESSED 3 CENTIMETERS
 DQ1158_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DQ1158_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ1158_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ1158+SATELLITE: SATELLITE OBSERVATIONS - May 10, 2023
 DQ1158_ROD/PIPE-DEPTH: 8.8 meters
 DQ1158
 DQ1158  HISTORY     - Date     Condition        Report By
 DQ1158  HISTORY     - 20141001 MONUMENTED       MNDT
 DQ1158  HISTORY     - 20170822 GOOD             MNDT
 DQ1158  HISTORY     - 20200122 GOOD             MNDT
 DQ1158  HISTORY     - 20230510 GOOD             MNDT
 DQ1158
 DQ1158                          STATION DESCRIPTION
 DQ1158
 DQ1158'DESCRIBED BY MN DEPT OF TRANSP 2014
 DQ1158'THE STATION IS LOCATED ABOUT 8.1 MI (13.0 KM) WEST-NORTHWEST OF
 DQ1158'MILDRED, 5.1 MI (8.2 KM) WEST-SOUTHWEST OF BACKUS AND 0.9 MI (1.4 KM)
 DQ1158'EAST OF OSHAWA.
 DQ1158'
 DQ1158'TO REACH THE MARK GO 6.4 MI (10.3 KM) SOUTH AND WEST ALONG TRUNK
 DQ1158'HIGHWAY 87 FROM THE JUNCTION OF TRUNK HIGHWAY 87 AND COUNTY ROAD 116
 DQ1158'IN BACKUS, AT TRUNK HIGHWAY 87 MILE POINT 68.7.
 DQ1158'
 DQ1158'THE MARK IS LOCATED 39.3 FT (12.0 M) SOUTH-SOUTHWEST OF TRUNK HIGHWAY
 DQ1158'87, 21.9 FT (6.7 M) WEST-SOUTHWEST OF BULL MOOSE TRAIL (DRIVEWAY
 DQ1158'NUMBER 06475), 1.5 FT (0.5 M) NORTH-NORTHEAST OF A WITNESS POST.
 DQ1158'
 DQ1158'NOTE - THE STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM
 DQ1158'ROD DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION REMOVABLE
 DQ1158'DISK SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH
 DQ1158'PVC PIPE BACK FILLED WITH WASHED SAND.
 DQ1158
 DQ1158                          STATION RECOVERY (2017)
 DQ1158
 DQ1158'RECOVERY NOTE BY MN DEPT OF TRANSP 2017 (TJS)
 DQ1158'RECOVERED AS DESCRIBED.
 DQ1158
 DQ1158                          STATION RECOVERY (2020)
 DQ1158
 DQ1158'RECOVERY NOTE BY MN DEPT OF TRANSP 2020 (DAS)
 DQ1158'RECOVERED IN GOOD CONDITION.
 DQ1158
 DQ1158                          STATION RECOVERY (2023)
 DQ1158
 DQ1158'RECOVERY NOTE BY MN DEPT OF TRANSP 2023 (TJD)
 DQ1158'4.8 MI (7.7 KM) WEST-SOUTHWEST OF BACKUS, 6.4 MI (10.3 KM) SOUTH AND
 DQ1158'WEST ALONG TRUNK HIGHWAY 87 FROM THE JUNCTION OF TRUNK HIGHWAY 87 AND
 DQ1158'COUNTY ROAD 116 IN BACKUS, AT TRUNK HIGHWAY 87 MILE POINT 68.7, 39.3
 DQ1158'FT (12.0 M) SOUTH-SOUTHWEST OF TRUNK HIGHWAY 87, 21.9 FT (6.7 M)
 DQ1158'WEST-SOUTHWEST OF BULL MOOSE TRAIL (DRIVEWAY NUMBER 06475), 1.5 FT
 DQ1158'(0.5 M) NORTH-NORTHEAST OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DQ4094 ***********************************************************************
 DQ4094  DESIGNATION -  1114 A RESET
 DQ4094  PID         -  DQ4094
 DQ4094  STATE/COUNTY-  MN/CASS
 DQ4094  COUNTRY     -  US
 DQ4094  USGS QUAD   -  MILDRED (2019)
 DQ4094
 DQ4094                         *CURRENT SURVEY CONTROL
 DQ4094  ______________________________________________________________________
 DQ4094* NAD 83(2011) POSITION- 46 51 01.38333(N) 094 23 03.43789(W)   ADJUSTED
 DQ4094* NAD 83(2011) ELLIP HT-   378.356 (meters)        (03/13/20)   ADJUSTED
 DQ4094* NAD 83(2011) EPOCH   -  2010.00
 DQ4094* NAVD 88 ORTHO HEIGHT -   406.403 (meters)     1333.34  (feet) ADJUSTED
 DQ4094  ______________________________________________________________________
 DQ4094  GEOID HEIGHT    -        -28.048 (meters)                     GEOID18
 DQ4094  NAD 83(2011) X  -   -334,074.668 (meters)                     COMP
 DQ4094  NAD 83(2011) Y  - -4,357,308.042 (meters)                     COMP
 DQ4094  NAD 83(2011) Z  -  4,630,681.490 (meters)                     COMP
 DQ4094  LAPLACE CORR    -         -4.29  (seconds)                    DEFLEC18
 DQ4094  DYNAMIC HEIGHT  -        406.422 (meters)     1333.40  (feet) COMP
 DQ4094  MODELED GRAVITY -    980,649.5   (mgal)                       NAVD 88
 DQ4094
 DQ4094  VERT ORDER      -  SECOND    CLASS I
 DQ4094
 DQ4094  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DQ4094  Standards:
 DQ4094         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DQ4094            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DQ4094  -------------------------------------------------------------------
 DQ4094  NETWORK    0.45   1.25           0.21   0.15   0.64     -0.10805756
 DQ4094  -------------------------------------------------------------------
 DQ4094  Click here for local accuracies and other accuracy information.
 DQ4094
 DQ4094.The horizontal coordinates were established by GPS observations
 DQ4094.and adjusted by the MN DEPT OF TRANSP in March 2020.
 DQ4094
 DQ4094.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DQ4094.been affixed to the stable North American tectonic plate. See 
 DQ4094.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DQ4094
 DQ4094.The horizontal coordinates are valid at the epoch date displayed above
 DQ4094.which is a decimal equivalence of Year/Month/Day.
 DQ4094
 DQ4094.The orthometric height was determined by differential leveling and
 DQ4094.adjusted by the NATIONAL GEODETIC SURVEY
 DQ4094.in February 2020.
 DQ4094
 DQ4094.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ4094.GEOID18 height accuracy estimate available here.
 DQ4094
 DQ4094.Click photographs - Photos may exist for this station.
 DQ4094
 DQ4094.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DQ4094
 DQ4094.The Laplace correction was computed from DEFLEC18 derived deflections.
 DQ4094
 DQ4094.The ellipsoidal height was determined by GPS observations
 DQ4094.and is referenced to NAD 83.
 DQ4094
 DQ4094.The dynamic height is computed by dividing the NAVD 88
 DQ4094.geopotential number by the normal gravity value computed on the
 DQ4094.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ4094.degrees latitude (g = 980.6199 gals.).
 DQ4094
 DQ4094.The modeled gravity was interpolated from observed gravity values.
 DQ4094
 DQ4094. The following values were computed from the NAD 83(2011) position.
 DQ4094
 DQ4094;                    North         East     Units Scale Factor Converg.
 DQ4094;SPC MN C     -   305,676.657   789,758.482   MT  0.99996249   -0 05 49.7
 DQ4094;SPC MN C     - 1,002,874.17  2,591,065.95   sFT  0.99996249   -0 05 49.7
 DQ4094;UTM  15      - 5,189,468.271   394,465.913   MT  0.99973689   -1 00 36.1
 DQ4094
 DQ4094!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DQ4094!SPC MN C     -   0.99994070  x   0.99996249  =   0.99990319
 DQ4094!UTM  15      -   0.99994070  x   0.99973689  =   0.99967760
 DQ4094
 DQ4094_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUM9446589468(NAD 83)
 DQ4094
 DQ4094                          SUPERSEDED SURVEY CONTROL
 DQ4094
 DQ4094  NAVD 88 (05/02/18)  406.404  (m)         1333.34   (f) SUPERSEDED  2 1
 DQ4094
 DQ4094.Superseded values are not recommended for survey control.
 DQ4094
 DQ4094.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DQ4094.See file dsdata.pdf to determine how the superseded data were derived.
 DQ4094
 DQ4094_MARKER: I = METAL ROD
 DQ4094_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DQ4094_STAMPING: 1114 A RESET 2014
 DQ4094_MARK LOGO: MNDT
 DQ4094_PROJECTION: RECESSED 8 CENTIMETERS
 DQ4094_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DQ4094_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ4094_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ4094+SATELLITE: SATELLITE OBSERVATIONS - May 15, 2023
 DQ4094_ROD/PIPE-DEPTH: 30.5 meters
 DQ4094
 DQ4094  HISTORY     - Date     Condition        Report By
 DQ4094  HISTORY     - 20140819 MONUMENTED       MNDT
 DQ4094  HISTORY     - 20170827 GOOD             MNDT
 DQ4094  HISTORY     - 20230515 GOOD             MNDT
 DQ4094
 DQ4094                          STATION DESCRIPTION
 DQ4094
 DQ4094'DESCRIBED BY MN DEPT OF TRANSP 2014
 DQ4094'THE MARK IS LOCATED ABOUT 6.5 MI (10.5 KM) EAST-NORTHEAST OF BACKUS.
 DQ4094'
 DQ4094'TO REACH THE MARK GO 6.35 MI (10.22 KM) EAST ALONG TRUNK HIGHWAY 87
 DQ4094'FROM THE JUNCTION OF TRUNK HIGHWAY 87 AND TRUNK HIGHWAY 371 (JUNCTION
 DQ4094'IS 1.0 MI (1.6 KM) NORTH OF BACKUS) TO TRUNK HIGHWAY 87 MILE POINT
 DQ4094'83.35, THEN 0.1 MI (0.2 KM) NORTH ALONG 20TH AVENUE NORTHWEST.
 DQ4094'
 DQ4094'THE MARK IS LOCATED 30.0 FT (9.1 M) EAST OF 20TH AVENUE NORTHWEST,
 DQ4094'49.3 FT (15.0 M) NORTH-NORTHWEST OF POWER POLE, 2.8 FT (0.9 M) NORTH
 DQ4094'OF A WITNESS POST.
 DQ4094'
 DQ4094'NOTE-THE STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM ROD
 DQ4094'DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION REMOVABLE DISK
 DQ4094'SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH PVC
 DQ4094'PIPE BACK FILLED WITH WASHED SAND.
 DQ4094
 DQ4094                          STATION RECOVERY (2017)
 DQ4094
 DQ4094'RECOVERY NOTE BY MN DEPT OF TRANSP 2017 (TJS)
 DQ4094'RECOVERED AS DESCRIBED.
 DQ4094
 DQ4094                          STATION RECOVERY (2023)
 DQ4094
 DQ4094'RECOVERY NOTE BY MN DEPT OF TRANSP 2023 (AJH)
 DQ4094'6.5 MI (10.5 KM) EAST-NORTHEAST OF BACKUS, 6.35 MI (10.22 KM) EAST
 DQ4094'ALONG TRUNK HIGHWAY 87 FROM THE JUNCTION OF TRUNK HIGHWAY 87 AND TRUNK
 DQ4094'HIGHWAY 371 (THE JUNCTION IS 1.0 MI (1.6 KM) NORTH OF BACKUS) TO TRUNK
 DQ4094'HIGHWAY 87 MILE POINT 83.35, THEN 0.1 MI (0.2 KM) NORTH ALONG 20TH
 DQ4094'AVENUE NORTHWEST, 30.0 FT (9.1 M) EAST OF 20TH AVENUE NORTHWEST, 49.3
 DQ4094'FT (15.0 M) NORTH-NORTHWEST OF A POWER POLE, 2.8 FT (0.9 M) NORTH OF A
 DQ4094'WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DQ4090 ***********************************************************************
 DQ4090  DESIGNATION -  1114 B RESET
 DQ4090  PID         -  DQ4090
 DQ4090  STATE/COUNTY-  MN/CASS
 DQ4090  COUNTRY     -  US
 DQ4090  USGS QUAD   -  MILDRED (2019)
 DQ4090
 DQ4090                         *CURRENT SURVEY CONTROL
 DQ4090  ______________________________________________________________________
 DQ4090* NAD 83(2011) POSITION- 46 50 27.03461(N) 094 25 57.55216(W)   ADJUSTED
 DQ4090* NAD 83(2011) ELLIP HT-   374.432 (meters)        (03/13/20)   ADJUSTED
 DQ4090* NAD 83(2011) EPOCH   -  2010.00
 DQ4090* NAVD 88 ORTHO HEIGHT -   402.414 (meters)     1320.25  (feet) ADJUSTED
 DQ4090  ______________________________________________________________________
 DQ4090  GEOID HEIGHT    -        -27.978 (meters)                     GEOID18
 DQ4090  NAD 83(2011) X  -   -337,812.282 (meters)                     COMP
 DQ4090  NAD 83(2011) Y  - -4,357,793.328 (meters)                     COMP
 DQ4090  NAD 83(2011) Z  -  4,629,953.110 (meters)                     COMP
 DQ4090  LAPLACE CORR    -         -3.80  (seconds)                    DEFLEC18
 DQ4090  DYNAMIC HEIGHT  -        402.432 (meters)     1320.31  (feet) COMP
 DQ4090  MODELED GRAVITY -    980,647.4   (mgal)                       NAVD 88
 DQ4090
 DQ4090  VERT ORDER      -  SECOND    CLASS I
 DQ4090
 DQ4090  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DQ4090  Standards:
 DQ4090         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DQ4090            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DQ4090  -------------------------------------------------------------------
 DQ4090  NETWORK    0.53   1.39           0.25   0.17   0.71     -0.04051917
 DQ4090  -------------------------------------------------------------------
 DQ4090  Click here for local accuracies and other accuracy information.
 DQ4090
 DQ4090.The horizontal coordinates were established by GPS observations
 DQ4090.and adjusted by the MN DEPT OF TRANSP in March 2020.
 DQ4090
 DQ4090.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DQ4090.been affixed to the stable North American tectonic plate. See 
 DQ4090.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DQ4090
 DQ4090.The horizontal coordinates are valid at the epoch date displayed above
 DQ4090.which is a decimal equivalence of Year/Month/Day.
 DQ4090
 DQ4090.The orthometric height was determined by differential leveling and
 DQ4090.adjusted by the NATIONAL GEODETIC SURVEY
 DQ4090.in February 2020.
 DQ4090
 DQ4090.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ4090.GEOID18 height accuracy estimate available here.
 DQ4090
 DQ4090.Click photographs - Photos may exist for this station.
 DQ4090
 DQ4090.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DQ4090
 DQ4090.The Laplace correction was computed from DEFLEC18 derived deflections.
 DQ4090
 DQ4090.The ellipsoidal height was determined by GPS observations
 DQ4090.and is referenced to NAD 83.
 DQ4090
 DQ4090.The dynamic height is computed by dividing the NAVD 88
 DQ4090.geopotential number by the normal gravity value computed on the
 DQ4090.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ4090.degrees latitude (g = 980.6199 gals.).
 DQ4090
 DQ4090.The modeled gravity was interpolated from observed gravity values.
 DQ4090
 DQ4090. The following values were computed from the NAD 83(2011) position.
 DQ4090
 DQ4090;                    North         East     Units Scale Factor Converg.
 DQ4090;SPC MN C     -   304,623.393   786,067.472   MT  0.99996100   -0 07 55.7
 DQ4090;SPC MN C     -   999,418.58  2,578,956.36   sFT  0.99996100   -0 07 55.7
 DQ4090;UTM  15      - 5,188,474.170   390,759.405   MT  0.99974667   -1 02 42.6
 DQ4090
 DQ4090!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DQ4090!SPC MN C     -   0.99994131  x   0.99996100  =   0.99990231
 DQ4090!UTM  15      -   0.99994131  x   0.99974667  =   0.99968800
 DQ4090
 DQ4090_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUM9075988474(NAD 83)
 DQ4090
 DQ4090                          SUPERSEDED SURVEY CONTROL
 DQ4090
 DQ4090  NAVD 88 (05/02/18)  402.414  (m)         1320.25   (f) SUPERSEDED  2 1
 DQ4090
 DQ4090.Superseded values are not recommended for survey control.
 DQ4090
 DQ4090.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DQ4090.See file dsdata.pdf to determine how the superseded data were derived.
 DQ4090
 DQ4090_MARKER: I = METAL ROD
 DQ4090_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DQ4090_STAMPING: 1114 B RESET 2014
 DQ4090_MARK LOGO: MNDT
 DQ4090_PROJECTION: RECESSED 30 CENTIMETERS
 DQ4090_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DQ4090_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ4090_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ4090+SATELLITE: SATELLITE OBSERVATIONS - May 15, 2023
 DQ4090_ROD/PIPE-DEPTH: 15.2 meters
 DQ4090
 DQ4090  HISTORY     - Date     Condition        Report By
 DQ4090  HISTORY     - 20140819 MONUMENTED       MNDT
 DQ4090  HISTORY     - 20170824 GOOD             MNDT
 DQ4090  HISTORY     - 20230515 GOOD             MNDT
 DQ4090
 DQ4090                          STATION DESCRIPTION
 DQ4090
 DQ4090'DESCRIBED BY MN DEPT OF TRANSP 2014
 DQ4090'THE MARK IS LOCATED ABOUT 4.0 MI (6.4 KM) EAST OF BACKUS.
 DQ4090'
 DQ4090'TO REACH THE MARK GO 3.65 MI (5.87 KM) EAST ALONG TRUNK HIGHWAY 87
 DQ4090'FROM THE JUNCTION OF TRUNK HIGHWAY 87 AND TRUNK HIGHWAY 371 (1.0 MILE
 DQ4090'NORTH OF BACKUS), AT TRUNK HIGHWAY 87 MILE POINT 80.65.
 DQ4090'
 DQ4090'THE MARK IS LOCATED 74.5 FT (22.7 M) SOUTH OF TRUNK HIGHWAY 87, 20.0
 DQ4090'FT (6.1 M) EAST OF COUNTY ROAD 42, 27.9 FT (8.5 M) SOUTHWEST OF POWER
 DQ4090'POLE WITH TRANSFORMER, 4.7 FT (1.4 M) WEST OF A WITNESS POST.
 DQ4090'
 DQ4090'NOTE-THE STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM ROD
 DQ4090'DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION REMOVABLE DISK
 DQ4090'SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH PVC
 DQ4090'PIPE BACK FILLED WITH WASHED SAND.
 DQ4090
 DQ4090                          STATION RECOVERY (2017)
 DQ4090
 DQ4090'RECOVERY NOTE BY MN DEPT OF TRANSP 2017 (DJH)
 DQ4090'RECOVERED AS DESCRIBED.
 DQ4090
 DQ4090                          STATION RECOVERY (2023)
 DQ4090
 DQ4090'RECOVERY NOTE BY MN DEPT OF TRANSP 2023 (AJH)
 DQ4090'4.0 MI (6.4 KM) EAST OF BACKUS, 3.65 MI (5.87 KM) EAST ALONG TRUNK
 DQ4090'HIGHWAY 87 FROM THE JUNCTION OF TRUNK HIGHWAY 87 AND TRUNK HIGHWAY 371
 DQ4090'(THE JUNCTION IS 1.0 MI (1.6 KM) NORTH OF BACKUS), AT TRUNK HIGHWAY 87
 DQ4090'MILE POINT 80.65, 74.5 FT (22.7 M) SOUTH OF TRUNK HIGHWAY 87, 20.0 FT
 DQ4090'(6.1 M) EAST OF COUNTY ROAD 42, 27.9 FT (8.5 M) SOUTHWEST OF A POWER
 DQ4090'POLE WITH A TRANSFORMER, 4.7 FT (1.4 M) WEST OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DE8351 ***********************************************************************
 DE8351  DESIGNATION -  1114 C
 DE8351  PID         -  DE8351
 DE8351  STATE/COUNTY-  MN/CASS
 DE8351  COUNTRY     -  US
 DE8351  USGS QUAD   -  MILDRED (2019)
 DE8351
 DE8351                         *CURRENT SURVEY CONTROL
 DE8351  ______________________________________________________________________
 DE8351* NAD 83(2011) POSITION- 46 50 25.09590(N) 094 27 02.19992(W)   ADJUSTED
 DE8351* NAD 83(2011) ELLIP HT-   380.937 (meters)        (06/27/12)   ADJUSTED
 DE8351* NAD 83(2011) EPOCH   -  2010.00
 DE8351* NAVD 88 ORTHO HEIGHT -   408.897 (meters)     1341.52  (feet) ADJUSTED
 DE8351  ______________________________________________________________________
 DE8351  GEOID HEIGHT    -        -27.954 (meters)                     GEOID18
 DE8351  NAD 83(2011) X  -   -339,181.824 (meters)                     COMP
 DE8351  NAD 83(2011) Y  - -4,357,735.214 (meters)                     COMP
 DE8351  NAD 83(2011) Z  -  4,629,916.901 (meters)                     COMP
 DE8351  LAPLACE CORR    -         -3.75  (seconds)                    DEFLEC18
 DE8351  DYNAMIC HEIGHT  -        408.916 (meters)     1341.59  (feet) COMP
 DE8351  MODELED GRAVITY -    980,647.7   (mgal)                       NAVD 88
 DE8351
 DE8351  VERT ORDER      -  SECOND    CLASS I
 DE8351
 DE8351  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DE8351  Standards:
 DE8351         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DE8351            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DE8351  -------------------------------------------------------------------
 DE8351  NETWORK    0.33   0.59           0.15   0.11   0.30     -0.06314813
 DE8351  -------------------------------------------------------------------
 DE8351  Click here for local accuracies and other accuracy information.
 DE8351
 DE8351.The horizontal coordinates were established by GPS observations
 DE8351.and adjusted by the National Geodetic Survey in June 2012.
 DE8351
 DE8351.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DE8351.been affixed to the stable North American tectonic plate. See 
 DE8351.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DE8351
 DE8351.The horizontal coordinates are valid at the epoch date displayed above
 DE8351.which is a decimal equivalence of Year/Month/Day.
 DE8351
 DE8351.The orthometric height was determined by differential leveling and
 DE8351.adjusted by the NATIONAL GEODETIC SURVEY
 DE8351.in February 2020.
 DE8351
 DE8351.Significant digits in the geoid height do not necessarily reflect accuracy.
 DE8351.GEOID18 height accuracy estimate available here.
 DE8351
 DE8351.Click photographs - Photos may exist for this station.
 DE8351
 DE8351.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DE8351
 DE8351.The Laplace correction was computed from DEFLEC18 derived deflections.
 DE8351
 DE8351.The ellipsoidal height was determined by GPS observations
 DE8351.and is referenced to NAD 83.
 DE8351
 DE8351.The dynamic height is computed by dividing the NAVD 88
 DE8351.geopotential number by the normal gravity value computed on the
 DE8351.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE8351.degrees latitude (g = 980.6199 gals.).
 DE8351
 DE8351.The modeled gravity was interpolated from observed gravity values.
 DE8351
 DE8351. The following values were computed from the NAD 83(2011) position.
 DE8351
 DE8351;                    North         East     Units Scale Factor Converg.
 DE8351;SPC MN C     -   304,566.843   784,697.536   MT  0.99996092   -0 08 42.4
 DE8351;SPC MN C     -   999,233.05  2,574,461.83   sFT  0.99996092   -0 08 42.4
 DE8351;UTM  15      - 5,188,439.465   389,389.032   MT  0.99975038   -1 03 29.7
 DE8351
 DE8351!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE8351!SPC MN C     -   0.99994029  x   0.99996092  =   0.99990121
 DE8351!UTM  15      -   0.99994029  x   0.99975038  =   0.99969069
 DE8351
 DE8351_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUM8938988439(NAD 83)
 DE8351
 DE8351                          SUPERSEDED SURVEY CONTROL
 DE8351
 DE8351  NAD 83(2007)-  46 50 25.09589(N)    094 27 02.20057(W) AD(2002.00) 0
 DE8351  ELLIP H (02/10/07)  380.973  (m)                       GP(2002.00)    
 DE8351  NAD 83(1996)-  46 50 25.09567(N)    094 27 02.20054(W) AD(       ) 1
 DE8351  ELLIP H (10/21/02)  380.991  (m)                       GP(       ) 3 2
 DE8351  NAVD 88 (08/10/04)  408.898  (m)         1341.53   (f) SUPERSEDED  2 1
 DE8351  NAVD 88             408.90   (m)         1341.5    (f) LEVELING    3  
 DE8351
 DE8351.Superseded values are not recommended for survey control.
 DE8351
 DE8351.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE8351.See file dsdata.pdf to determine how the superseded data were derived.
 DE8351
 DE8351_MARKER: DD = SURVEY DISK
 DE8351_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DE8351_STAMPING: 1114 C 1999
 DE8351_MARK LOGO: MNDT
 DE8351_PROJECTION: RECESSED 3 CENTIMETERS
 DE8351_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DE8351_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DE8351_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE8351+SATELLITE: SATELLITE OBSERVATIONS - May 15, 2023
 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  HISTORY     - 20140819 GOOD             MNDT
 DE8351  HISTORY     - 20170827 GOOD             MNDT
 DE8351  HISTORY     - 20200122 GOOD             MNDT
 DE8351  HISTORY     - 20230515 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.
 DE8351
 DE8351                          STATION RECOVERY (2014)
 DE8351
 DE8351'RECOVERY NOTE BY MN DEPT OF TRANSP 2014 (KMS)
 DE8351'RECOVERED AS DESCRIBED.
 DE8351
 DE8351                          STATION RECOVERY (2017)
 DE8351
 DE8351'RECOVERY NOTE BY MN DEPT OF TRANSP 2017 (TJS)
 DE8351'RECOVERED AS DESCRIBED.
 DE8351
 DE8351                          STATION RECOVERY (2020)
 DE8351
 DE8351'RECOVERY NOTE BY MN DEPT OF TRANSP 2020 (KMS)
 DE8351'3.0 MI (4.8 KM) EAST OF BACKUS, 2.65 MI (4.26 KM) EAST ALONG TRUNK
 DE8351'HIGHWAY 87 FROM THE JUNCTION OF TRUNK HIGHWAY 87 AND TRUNK HIGHWAY 371
 DE8351'(THE JUNCTION IS 1.0 MI (1.6 KM) NORTH OF BACKUS), AT TRUNK HIGHWAY 87
 DE8351'MILE POINT 79.65, 31.5 FT (9.6 M) NORTHWEST OF TRUNK HIGHWAY 87, 49.5
 DE8351'FT (15.1 M) NORTHEAST OF DRIVEWAY NUMBER 03232, 3.3 FT (1.0 M)
 DE8351'SOUTHEAST OF A WITNESS POST.
 DE8351
 DE8351                          STATION RECOVERY (2023)
 DE8351
 DE8351'RECOVERY NOTE BY MN DEPT OF TRANSP 2023 (AJH)
 DE8351'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DQ4086 ***********************************************************************
 DQ4086  DESIGNATION -  1114 D RESET
 DQ4086  PID         -  DQ4086
 DQ4086  STATE/COUNTY-  MN/CASS
 DQ4086  COUNTRY     -  US
 DQ4086  USGS QUAD   -  MILDRED (2019)
 DQ4086
 DQ4086                         *CURRENT SURVEY CONTROL
 DQ4086  ______________________________________________________________________
 DQ4086* NAD 83(1986) POSITION- 46 50 04.51   (N) 094 28 53.73   (W)   HD_HELD1
 DQ4086* NAVD 88 ORTHO HEIGHT -   409.762 (meters)     1344.36  (feet) ADJUSTED
 DQ4086  ______________________________________________________________________
 DQ4086  GEOID HEIGHT    -        -27.915 (meters)                     GEOID18
 DQ4086  DYNAMIC HEIGHT  -        409.781 (meters)     1344.42  (feet) COMP
 DQ4086  MODELED GRAVITY -    980,648.4   (mgal)                       NAVD 88
 DQ4086
 DQ4086  VERT ORDER      -  SECOND    CLASS I
 DQ4086
 DQ4086.The horizontal coordinates were determined by differentially corrected
 DQ4086.hand held GPS observations or other comparable positioning techniques
 DQ4086.and have an estimated accuracy of +/- 3 meters.
 DQ4086
 DQ4086.The orthometric height was determined by differential leveling and
 DQ4086.adjusted by the NATIONAL GEODETIC SURVEY
 DQ4086.in February 2020.
 DQ4086
 DQ4086.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ4086.GEOID18 height accuracy estimate available here.
 DQ4086
 DQ4086.Click photographs - Photos may exist for this station.
 DQ4086
 DQ4086.The dynamic height is computed by dividing the NAVD 88
 DQ4086.geopotential number by the normal gravity value computed on the
 DQ4086.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ4086.degrees latitude (g = 980.6199 gals.).
 DQ4086
 DQ4086.The modeled gravity was interpolated from observed gravity values.
 DQ4086
 DQ4086;                    North         East    Units  Estimated Accuracy
 DQ4086;SPC MN C     -   303,937.6     782,332.5     MT  (+/- 3 meters HH1 GPS) 
 DQ4086
 DQ4086_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUM8701487848(NAD 83)
 DQ4086
 DQ4086                          SUPERSEDED SURVEY CONTROL
 DQ4086
 DQ4086  NAVD 88 (05/02/18)  409.767  (m)         1344.38   (f) SUPERSEDED  2 1
 DQ4086
 DQ4086.Superseded values are not recommended for survey control.
 DQ4086
 DQ4086.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DQ4086.See file dsdata.pdf to determine how the superseded data were derived.
 DQ4086
 DQ4086_MARKER: I = METAL ROD
 DQ4086_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DQ4086_STAMPING: 1114 D 1999 2014
 DQ4086_MARK LOGO: MNDT
 DQ4086_PROJECTION: RECESSED 13 CENTIMETERS
 DQ4086_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DQ4086_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ4086_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ4086+SATELLITE: SATELLITE OBSERVATIONS - May 15, 2023
 DQ4086_ROD/PIPE-DEPTH: 30.5 meters
 DQ4086
 DQ4086  HISTORY     - Date     Condition        Report By
 DQ4086  HISTORY     - 20140819 MONUMENTED       MNDT
 DQ4086  HISTORY     - 20230515 GOOD             MNDT
 DQ4086
 DQ4086                          STATION DESCRIPTION
 DQ4086
 DQ4086'DESCRIBED BY MN DEPT OF TRANSP 2014
 DQ4086'THE MARK IS LOCATED ABOUT 1.75 MI (2.82 KM) NORTHEAST OF BACKUS.
 DQ4086'
 DQ4086'TO REACH THE MARK GO 1.0 MI (1.6 KM) EAST ALONG TRUNK HIGHWAY 87 FROM
 DQ4086'THE JUNCTION OF TRUNK HIGHWAY 87 AND TRUNK HIGHWAY 371 (JUNCTION IS
 DQ4086'1.0 MI (1.6 KM) NORTH OF BACKUS), AT TRUNK HIGHWAY 87 MILE POINT 78.0.
 DQ4086'THE MARK IS LOCATED 43.0 FT (13.1 M) SOUTH OF TRUNK HIGHWAY 87, 18.5
 DQ4086'FT (5.6 M) SOUTH OF MILE POINT 78, 1.6 FT (0.5 M) NORTH OF A FENCE,
 DQ4086'119.0 FT (36.3 M) WEST-SOUTHWEST OF POWER POLE, 3.0 FT (0.9 M) EAST OF
 DQ4086'A WITNESS POST.
 DQ4086'
 DQ4086'NOTE-THE STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM ROD
 DQ4086'DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION REMOVABLE DISK
 DQ4086'SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH PVC
 DQ4086'PIPE BACK FILLED WITH WASHED SAND.
 DQ4086
 DQ4086                          STATION RECOVERY (2023)
 DQ4086
 DQ4086'RECOVERY NOTE BY MN DEPT OF TRANSP 2023 (AJH)
 DQ4086'1.75 MI (2.82 KM) NORTHEAST OF BACKUS, 1.0 MI (1.6 KM) EAST ALONG
 DQ4086'TRUNK HIGHWAY 87 FROM THE JUNCTION OF TRUNK HIGHWAY 87 AND TRUNK
 DQ4086'HIGHWAY 371 (THE JUNCTION IS 1.0 MI (1.6 KM) NORTH OF BACKUS), AT
 DQ4086'TRUNK HIGHWAY 87 MILE POINT 78.0, 43.0 FT (13.1 M) SOUTH OF TRUNK
 DQ4086'HIGHWAY 87, 119.0 FT (36.3 M) WEST-SOUTHWEST OF A POWER POLE, 18.5 FT
 DQ4086'(5.6 M) SOUTH OF MILE POINT 78, 1.6 FT (0.5 M) NORTH OF A FENCE, 3.0
 DQ4086'FT (0.9 M) EAST OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DQ4097 ***********************************************************************
 DQ4097  DESIGNATION -  1114 E
 DQ4097  PID         -  DQ4097
 DQ4097  STATE/COUNTY-  MN/CASS
 DQ4097  COUNTRY     -  US
 DQ4097  USGS QUAD   -  LAKE ADA (2019)
 DQ4097
 DQ4097                         *CURRENT SURVEY CONTROL
 DQ4097  ______________________________________________________________________
 DQ4097* NAD 83(2011) POSITION- 46 50 57.18519(N) 094 21 10.10640(W)   ADJUSTED
 DQ4097* NAD 83(2011) ELLIP HT-   379.788 (meters)        (03/13/20)   ADJUSTED
 DQ4097* NAD 83(2011) EPOCH   -  2010.00
 DQ4097* NAVD 88 ORTHO HEIGHT -   407.888 (meters)     1338.21  (feet) ADJUSTED
 DQ4097  ______________________________________________________________________
 DQ4097  GEOID HEIGHT    -        -28.094 (meters)                     GEOID18
 DQ4097  NAD 83(2011) X  -   -331,687.763 (meters)                     COMP
 DQ4097  NAD 83(2011) Y  - -4,357,586.230 (meters)                     COMP
 DQ4097  NAD 83(2011) Z  -  4,630,593.868 (meters)                     COMP
 DQ4097  LAPLACE CORR    -         -3.97  (seconds)                    DEFLEC18
 DQ4097  DYNAMIC HEIGHT  -        407.908 (meters)     1338.28  (feet) COMP
 DQ4097  MODELED GRAVITY -    980,648.8   (mgal)                       NAVD 88
 DQ4097
 DQ4097  VERT ORDER      -  SECOND    CLASS I
 DQ4097
 DQ4097  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DQ4097  Standards:
 DQ4097         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DQ4097            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DQ4097  -------------------------------------------------------------------
 DQ4097  NETWORK    0.37   0.92           0.17   0.12   0.47     -0.08189350
 DQ4097  -------------------------------------------------------------------
 DQ4097  Click here for local accuracies and other accuracy information.
 DQ4097
 DQ4097.The horizontal coordinates were established by GPS observations
 DQ4097.and adjusted by the MN DEPT OF TRANSP in March 2020.
 DQ4097
 DQ4097.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DQ4097.been affixed to the stable North American tectonic plate. See 
 DQ4097.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DQ4097
 DQ4097.The horizontal coordinates are valid at the epoch date displayed above
 DQ4097.which is a decimal equivalence of Year/Month/Day.
 DQ4097
 DQ4097.The orthometric height was determined by differential leveling and
 DQ4097.adjusted by the NATIONAL GEODETIC SURVEY
 DQ4097.in February 2020.
 DQ4097
 DQ4097.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ4097.GEOID18 height accuracy estimate available here.
 DQ4097
 DQ4097.Click photographs - Photos may exist for this station.
 DQ4097
 DQ4097.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DQ4097
 DQ4097.The Laplace correction was computed from DEFLEC18 derived deflections.
 DQ4097
 DQ4097.The ellipsoidal height was determined by GPS observations
 DQ4097.and is referenced to NAD 83.
 DQ4097
 DQ4097.The dynamic height is computed by dividing the NAVD 88
 DQ4097.geopotential number by the normal gravity value computed on the
 DQ4097.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ4097.degrees latitude (g = 980.6199 gals.).
 DQ4097
 DQ4097.The modeled gravity was interpolated from observed gravity values.
 DQ4097
 DQ4097. The following values were computed from the NAD 83(2011) position.
 DQ4097
 DQ4097;                    North         East     Units Scale Factor Converg.
 DQ4097;SPC MN C     -   305,543.430   792,159.213   MT  0.99996231   -0 04 27.7
 DQ4097;SPC MN C     - 1,002,437.07  2,598,942.35   sFT  0.99996231   -0 04 27.7
 DQ4097;UTM  15      - 5,189,296.855   396,863.668   MT  0.99973074   -0 59 13.3
 DQ4097
 DQ4097!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DQ4097!SPC MN C     -   0.99994047  x   0.99996231  =   0.99990278
 DQ4097!UTM  15      -   0.99994047  x   0.99973074  =   0.99967123
 DQ4097
 DQ4097_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUM9686389296(NAD 83)
 DQ4097
 DQ4097                          SUPERSEDED SURVEY CONTROL
 DQ4097
 DQ4097  NAVD 88 (05/02/18)  407.889  (m)         1338.22   (f) SUPERSEDED  2 1
 DQ4097
 DQ4097.Superseded values are not recommended for survey control.
 DQ4097
 DQ4097.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DQ4097.See file dsdata.pdf to determine how the superseded data were derived.
 DQ4097
 DQ4097_MARKER: I = METAL ROD
 DQ4097_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DQ4097_STAMPING: 1114 E 2014
 DQ4097_MARK LOGO: MNDT
 DQ4097_PROJECTION: RECESSED 3 CENTIMETERS
 DQ4097_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DQ4097_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ4097_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ4097+SATELLITE: SATELLITE OBSERVATIONS - May 16, 2023
 DQ4097_ROD/PIPE-DEPTH: 27.1 meters
 DQ4097
 DQ4097  HISTORY     - Date     Condition        Report By
 DQ4097  HISTORY     - 20140930 MONUMENTED       MNDT
 DQ4097  HISTORY     - 20170827 GOOD             MNDT
 DQ4097  HISTORY     - 20230516 GOOD             MNDT
 DQ4097
 DQ4097                          STATION DESCRIPTION
 DQ4097
 DQ4097'DESCRIBED BY MN DEPT OF TRANSP 2014
 DQ4097'THE MARK IS LOCATED ABOUT 7.7 MI (12.4 KM) EAST-NORTHEAST OF BACKUS.
 DQ4097'
 DQ4097'TO REACH THE MARK GO 7.75 MI (12.47 KM) EAST ALONG TRUNK HIGHWAY 87
 DQ4097'FROM THE JUNCTION OF TRUNK HIGHWAY 87 AND TRUNK HIGHWAY 371 (JUNCTION
 DQ4097'IS 1.0 MI (1.6 KM) NORTH OF BACKUS), AT TRUNK HIGHWAY 87 MILE POINT
 DQ4097'84.8.
 DQ4097'
 DQ4097'THE MARK IS LOCATED 29.0 FT (8.8 M) NORTH OF TRUNK HIGHWAY 87, 7.0 FT
 DQ4097'(2.1 M) EAST OF TRUNK HIGHWAY 84 SOUTH EXIT, 8.7 FT (2.7 M) SOUTHEAST
 DQ4097'OF A FENCE CORNER, 1.5 FT (0.5 M) SOUTH OF A WITNESS POST.
 DQ4097'
 DQ4097'NOTE-THE STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM ROD
 DQ4097'DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION REMOVABLE DISK
 DQ4097'SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH PVC
 DQ4097'PIPE BACK FILLED WITH WASHED SAND.
 DQ4097
 DQ4097                          STATION RECOVERY (2017)
 DQ4097
 DQ4097'RECOVERY NOTE BY MN DEPT OF TRANSP 2017 (DJH)
 DQ4097'7.7 MILES EAST-NORTHEAST OF BACKUS, 7.75 MILES EAST ALONG TRUNK
 DQ4097'HIGHWAY 87 FROM THE JUNCTION OF TRUNK HIGHWAY 87 AND TRUNK HIGHWAY 371
 DQ4097'(THE JUNCTION IS 1.0 MILE NORTH OF BACKUS), AT TRUNK HIGHWAY 87
 DQ4097'MILEPOINT 84.8, 29.0 FEET NORTH OF TRUNK HIGHWAY 87, 7.0 FEET EAST OF
 DQ4097'TRUNK HIGHWAY 84 SOUTH EXIT, 8.7 FEET SOUTHEAST OF A FENCE CORNER, 1.5
 DQ4097'FEET SOUTH OF A WITNESS POST.
 DQ4097
 DQ4097                          STATION RECOVERY (2023)
 DQ4097
 DQ4097'RECOVERY NOTE BY MN DEPT OF TRANSP 2023 (TJD)
 DQ4097'7.7 MI (12.4 KM) EAST-NORTHEAST OF BACKUS, 7.75 MI (12.47 KM) EAST
 DQ4097'ALONG TRUNK HIGHWAY 87 FROM THE JUNCTION OF TRUNK HIGHWAY 87 AND TRUNK
 DQ4097'HIGHWAY 371 (THE JUNCTION IS 1.0 MI (1.6 KM) NORTH OF BACKUS), AT
 DQ4097'TRUNK HIGHWAY 87 MILE POINT 84.8, 29.0 FT (8.8 M) NORTH OF TRUNK
 DQ4097'HIGHWAY 87, 7.0 FT (2.1 M) EAST OF TRUNK HIGHWAY 84 SOUTH EXIT, 8.7 FT
 DQ4097'(2.7 M) SOUTHEAST OF A FENCE CORNER, 1.5 FT (0.5 M) SOUTH OF A WITNESS
 DQ4097'POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DQ4093 ***********************************************************************
 DQ4093  DESIGNATION -  1114 F
 DQ4093  PID         -  DQ4093
 DQ4093  STATE/COUNTY-  MN/CASS
 DQ4093  COUNTRY     -  US
 DQ4093  USGS QUAD   -  MILDRED (2019)
 DQ4093
 DQ4093                         *CURRENT SURVEY CONTROL
 DQ4093  ______________________________________________________________________
 DQ4093* NAD 83(2011) POSITION- 46 50 57.02651(N) 094 23 56.69857(W)   ADJUSTED
 DQ4093* NAD 83(2011) ELLIP HT-   381.018 (meters)        (03/13/20)   ADJUSTED
 DQ4093* NAD 83(2011) EPOCH   -  2010.00
 DQ4093* NAVD 88 ORTHO HEIGHT -   409.050 (meters)     1342.02  (feet) ADJUSTED
 DQ4093  ______________________________________________________________________
 DQ4093  GEOID HEIGHT    -        -28.026 (meters)                     GEOID18
 DQ4093  NAD 83(2011) X  -   -335,207.448 (meters)                     COMP
 DQ4093  NAD 83(2011) Y  - -4,357,321.320 (meters)                     COMP
 DQ4093  NAD 83(2011) Z  -  4,630,591.414 (meters)                     COMP
 DQ4093  LAPLACE CORR    -         -4.03  (seconds)                    DEFLEC18
 DQ4093  DYNAMIC HEIGHT  -        409.070 (meters)     1342.09  (feet) COMP
 DQ4093  MODELED GRAVITY -    980,649.3   (mgal)                       NAVD 88
 DQ4093
 DQ4093  VERT ORDER      -  SECOND    CLASS I
 DQ4093
 DQ4093  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DQ4093  Standards:
 DQ4093         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DQ4093            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DQ4093  -------------------------------------------------------------------
 DQ4093  NETWORK    0.50   1.23           0.23   0.17   0.63     -0.14194467
 DQ4093  -------------------------------------------------------------------
 DQ4093  Click here for local accuracies and other accuracy information.
 DQ4093
 DQ4093.The horizontal coordinates were established by GPS observations
 DQ4093.and adjusted by the MN DEPT OF TRANSP in March 2020.
 DQ4093
 DQ4093.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DQ4093.been affixed to the stable North American tectonic plate. See 
 DQ4093.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DQ4093
 DQ4093.The horizontal coordinates are valid at the epoch date displayed above
 DQ4093.which is a decimal equivalence of Year/Month/Day.
 DQ4093
 DQ4093.The orthometric height was determined by differential leveling and
 DQ4093.adjusted by the NATIONAL GEODETIC SURVEY
 DQ4093.in February 2020.
 DQ4093
 DQ4093.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ4093.GEOID18 height accuracy estimate available here.
 DQ4093
 DQ4093.Click photographs - Photos may exist for this station.
 DQ4093
 DQ4093.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DQ4093
 DQ4093.The Laplace correction was computed from DEFLEC18 derived deflections.
 DQ4093
 DQ4093.The ellipsoidal height was determined by GPS observations
 DQ4093.and is referenced to NAD 83.
 DQ4093
 DQ4093.The dynamic height is computed by dividing the NAVD 88
 DQ4093.geopotential number by the normal gravity value computed on the
 DQ4093.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ4093.degrees latitude (g = 980.6199 gals.).
 DQ4093
 DQ4093.The modeled gravity was interpolated from observed gravity values.
 DQ4093
 DQ4093. The following values were computed from the NAD 83(2011) position.
 DQ4093
 DQ4093;                    North         East     Units Scale Factor Converg.
 DQ4093;SPC MN C     -   305,544.142   788,629.915   MT  0.99996230   -0 06 28.2
 DQ4093;SPC MN C     - 1,002,439.41  2,587,363.31   sFT  0.99996230   -0 06 28.2
 DQ4093;UTM  15      - 5,189,353.780   393,335.631   MT  0.99973984   -1 01 14.9
 DQ4093
 DQ4093!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DQ4093!SPC MN C     -   0.99994028  x   0.99996230  =   0.99990258
 DQ4093!UTM  15      -   0.99994028  x   0.99973984  =   0.99968013
 DQ4093
 DQ4093_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUM9333589353(NAD 83)
 DQ4093
 DQ4093                          SUPERSEDED SURVEY CONTROL
 DQ4093
 DQ4093  NAVD 88 (05/02/18)  409.051  (m)         1342.03   (f) SUPERSEDED  2 1
 DQ4093
 DQ4093.Superseded values are not recommended for survey control.
 DQ4093
 DQ4093.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DQ4093.See file dsdata.pdf to determine how the superseded data were derived.
 DQ4093
 DQ4093_MARKER: I = METAL ROD
 DQ4093_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DQ4093_STAMPING: 1114 F 2014
 DQ4093_MARK LOGO: MNDT
 DQ4093_PROJECTION: RECESSED 3 CENTIMETERS
 DQ4093_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DQ4093_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ4093_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ4093+SATELLITE: SATELLITE OBSERVATIONS - May 15, 2023
 DQ4093_ROD/PIPE-DEPTH: 11.9 meters
 DQ4093
 DQ4093  HISTORY     - Date     Condition        Report By
 DQ4093  HISTORY     - 20140930 MONUMENTED       MNDT
 DQ4093  HISTORY     - 20170824 GOOD             MNDT
 DQ4093  HISTORY     - 20230515 GOOD             MNDT
 DQ4093
 DQ4093                          STATION DESCRIPTION
 DQ4093
 DQ4093'DESCRIBED BY MN DEPT OF TRANSP 2014
 DQ4093'THE MARK IS LOCATED ABOUT 5.2 MI (8.4 KM) EAST-NORTHEAST OF BACKUS.
 DQ4093'
 DQ4093'TO REACH THE MARK GO 5.55 MI (8.93 KM) EAST ALONG TRUNK HIGHWAY 87
 DQ4093'FROM THE JUNCTION OF TRUNK HIGHWAY 87 AND TRUNK HIGHWAY 371 (JUNCTION
 DQ4093'IS 1.0 MI (1.6 KM) NORTH OF BACKUS), AT TRUNK HIGHWAY 87 MILE POINT
 DQ4093'82.6.
 DQ4093'
 DQ4093'THE MARK IS LOCATED 27.6 FT (8.4 M) SOUTH OF TRUNK HIGHWAY 87, 4.7 FT
 DQ4093'(1.4 M) NORTH OF A FENCE, 1.5 FT (0.5 M) NORTH OF A WITNESS POST.
 DQ4093'
 DQ4093'NOTE-THE STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM ROD
 DQ4093'DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION REMOVABLE DISK
 DQ4093'SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH PVC
 DQ4093'PIPE BACK FILLED WITH WASHED SAND.
 DQ4093
 DQ4093                          STATION RECOVERY (2017)
 DQ4093
 DQ4093'RECOVERY NOTE BY MN DEPT OF TRANSP 2017 (TJS)
 DQ4093'RECOVERED AS DESCRIBED.
 DQ4093
 DQ4093                          STATION RECOVERY (2023)
 DQ4093
 DQ4093'RECOVERY NOTE BY MN DEPT OF TRANSP 2023 (TJD)
 DQ4093'5.2 MI (8.4 KM) EAST-NORTHEAST OF BACKUS, 5.55 MI (8.93 KM) EAST ALONG
 DQ4093'TRUNK HIGHWAY 87 FROM THE JUNCTION OF TRUNK HIGHWAY 87 AND TRUNK
 DQ4093'HIGHWAY 371 (THE JUNCTION IS 1.0 MI (1.6 KM) NORTH OF BACKUS), AT
 DQ4093'TRUNK HIGHWAY 87 MILE POINT 82.6, 27.6 FT (8.4 M) SOUTH OF TRUNK
 DQ4093'HIGHWAY 87, 4.7 FT (1.4 M) NORTH OF A FENCE, 1.5 FT (0.5 M) NORTH OF A
 DQ4093'WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DQ4087 ***********************************************************************
 DQ4087  DESIGNATION -  1114 G
 DQ4087  PID         -  DQ4087
 DQ4087  STATE/COUNTY-  MN/CASS
 DQ4087  COUNTRY     -  US
 DQ4087  USGS QUAD   -  MILDRED (2019)
 DQ4087
 DQ4087                         *CURRENT SURVEY CONTROL
 DQ4087  ______________________________________________________________________
 DQ4087* NAD 83(2011) POSITION- 46 50 04.66300(N) 094 27 42.53900(W)   ADJUSTED
 DQ4087* NAD 83(2011) ELLIP HT-   385.360 (meters)        (03/13/20)   ADJUSTED
 DQ4087* NAD 83(2011) EPOCH   -  2010.00
 DQ4087* NAVD 88 ORTHO HEIGHT -   413.301 (meters)     1355.97  (feet) ADJUSTED
 DQ4087  ______________________________________________________________________
 DQ4087  GEOID HEIGHT    -        -27.939 (meters)                     GEOID18
 DQ4087  NAD 83(2011) X  -   -340,070.099 (meters)                     COMP
 DQ4087  NAD 83(2011) Y  - -4,358,130.683 (meters)                     COMP
 DQ4087  NAD 83(2011) Z  -  4,629,488.477 (meters)                     COMP
 DQ4087  LAPLACE CORR    -         -3.56  (seconds)                    DEFLEC18
 DQ4087  DYNAMIC HEIGHT  -        413.320 (meters)     1356.03  (feet) COMP
 DQ4087  MODELED GRAVITY -    980,646.9   (mgal)                       NAVD 88
 DQ4087
 DQ4087  VERT ORDER      -  SECOND    CLASS I
 DQ4087
 DQ4087  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DQ4087  Standards:
 DQ4087         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DQ4087            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DQ4087  -------------------------------------------------------------------
 DQ4087  NETWORK    0.38   0.96           0.18   0.12   0.49     -0.04455720
 DQ4087  -------------------------------------------------------------------
 DQ4087  Click here for local accuracies and other accuracy information.
 DQ4087
 DQ4087.The horizontal coordinates were established by GPS observations
 DQ4087.and adjusted by the MN DEPT OF TRANSP in March 2020.
 DQ4087
 DQ4087.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DQ4087.been affixed to the stable North American tectonic plate. See 
 DQ4087.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DQ4087
 DQ4087.The horizontal coordinates are valid at the epoch date displayed above
 DQ4087.which is a decimal equivalence of Year/Month/Day.
 DQ4087
 DQ4087.The orthometric height was determined by differential leveling and
 DQ4087.adjusted by the NATIONAL GEODETIC SURVEY
 DQ4087.in February 2020.
 DQ4087
 DQ4087.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ4087.GEOID18 height accuracy estimate available here.
 DQ4087
 DQ4087.Click photographs - Photos may exist for this station.
 DQ4087
 DQ4087.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DQ4087
 DQ4087.The Laplace correction was computed from DEFLEC18 derived deflections.
 DQ4087
 DQ4087.The ellipsoidal height was determined by GPS observations
 DQ4087.and is referenced to NAD 83.
 DQ4087
 DQ4087.The dynamic height is computed by dividing the NAVD 88
 DQ4087.geopotential number by the normal gravity value computed on the
 DQ4087.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ4087.degrees latitude (g = 980.6199 gals.).
 DQ4087
 DQ4087.The modeled gravity was interpolated from observed gravity values.
 DQ4087
 DQ4087. The following values were computed from the NAD 83(2011) position.
 DQ4087
 DQ4087;                    North         East     Units Scale Factor Converg.
 DQ4087;SPC MN C     -   303,938.129   783,841.119   MT  0.99996005   -0 09 11.6
 DQ4087;SPC MN C     -   997,170.34  2,571,652.07   sFT  0.99996005   -0 09 11.6
 DQ4087;UTM  15      - 5,187,824.608   388,522.885   MT  0.99975274   -1 03 58.8
 DQ4087
 DQ4087!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DQ4087!SPC MN C     -   0.99993960  x   0.99996005  =   0.99989965
 DQ4087!UTM  15      -   0.99993960  x   0.99975274  =   0.99969235
 DQ4087
 DQ4087_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUM8852287824(NAD 83)
 DQ4087
 DQ4087                          SUPERSEDED SURVEY CONTROL
 DQ4087
 DQ4087  NAVD 88 (05/02/18)  413.304  (m)         1355.98   (f) SUPERSEDED  2 1
 DQ4087
 DQ4087.Superseded values are not recommended for survey control.
 DQ4087
 DQ4087.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DQ4087.See file dsdata.pdf to determine how the superseded data were derived.
 DQ4087
 DQ4087_MARKER: I = METAL ROD
 DQ4087_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DQ4087_STAMPING: 1114 G 2014
 DQ4087_MARK LOGO: MNDT
 DQ4087_PROJECTION: RECESSED 3 CENTIMETERS
 DQ4087_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DQ4087_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ4087_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ4087+SATELLITE: SATELLITE OBSERVATIONS - May 15, 2023
 DQ4087_ROD/PIPE-DEPTH: 18.0 meters
 DQ4087
 DQ4087  HISTORY     - Date     Condition        Report By
 DQ4087  HISTORY     - 20140930 MONUMENTED       MNDT
 DQ4087  HISTORY     - 20170823 GOOD             MNDT
 DQ4087  HISTORY     - 20230515 GOOD             MNDT
 DQ4087
 DQ4087                          STATION DESCRIPTION
 DQ4087
 DQ4087'DESCRIBED BY MN DEPT OF TRANSP 2014
 DQ4087'THE MARK IS LOCATED ABOUT 2.2 MI (3.5 KM) NORTHEAST OF BACKUS.
 DQ4087'
 DQ4087'TO REACH THE MARK GO 1.9 MI (3.1 KM) EAST ALONG TRUNK HIGHWAY 87 FROM
 DQ4087'THE JUNCTION OF TRUNK HIGHWAY 87 AND TRUNK HIGHWAY 371 (JUNCTION IS
 DQ4087'1.0 MI (1.6 KM) NORTH OF BACKUS), AT TRUNK HIGHWAY 87 MILE POINT 78.9.
 DQ4087'THE MARK IS LOCATED 29.0 FT (8.8 M) SOUTH OF TRUNK HIGHWAY 87, 85.6 FT
 DQ4087'(26.1 M) EAST OF DRIVEWAY NUMBER 3449, 1.5 FT (0.5 M) NORTH OF A
 DQ4087'WITNESS POST.
 DQ4087'
 DQ4087'NOTE-THE STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM ROD
 DQ4087'DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION REMOVABLE DISK
 DQ4087'SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH PVC
 DQ4087'PIPE BACK FILLED WITH WASHED SAND.
 DQ4087
 DQ4087                          STATION RECOVERY (2017)
 DQ4087
 DQ4087'RECOVERY NOTE BY MN DEPT OF TRANSP 2017 (TJS)
 DQ4087'RECOVERED AS DESCRIBED.
 DQ4087
 DQ4087                          STATION RECOVERY (2023)
 DQ4087
 DQ4087'RECOVERY NOTE BY MN DEPT OF TRANSP 2023 (AJH)
 DQ4087'2.2 MI (3.5 KM) NORTHEAST OF BACKUS, 1.9 MI (3.1 KM) EAST ALONG TRUNK
 DQ4087'HIGHWAY 87 FROM THE JUNCTION OF TRUNK HIGHWAY 87 AND TRUNK HIGHWAY 371
 DQ4087'(THE JUNCTION IS 1.0 MI (1.6 KM) NORTH OF BACKUS), AT TRUNK HIGHWAY 87
 DQ4087'MILE POINT 78.9, 29.0 FT (8.8 M) SOUTH OF TRUNK HIGHWAY 87, 85.6 FT
 DQ4087'(26.1 M) EAST OF DRIVEWAY NUMBER 3449, 1.5 FT (0.5 M) NORTH OF A
 DQ4087'WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DQ4085 ***********************************************************************
 DQ4085  DESIGNATION -  1114 H
 DQ4085  PID         -  DQ4085
 DQ4085  STATE/COUNTY-  MN/CASS
 DQ4085  COUNTRY     -  US
 DQ4085  USGS QUAD   -  MILDRED (2019)
 DQ4085
 DQ4085                         *CURRENT SURVEY CONTROL
 DQ4085  ______________________________________________________________________
 DQ4085* NAD 83(2011) POSITION- 46 50 05.18496(N) 094 29 03.19237(W)   ADJUSTED
 DQ4085* NAD 83(2011) ELLIP HT-   382.258 (meters)        (03/13/20)   ADJUSTED
 DQ4085* NAD 83(2011) EPOCH   -  2010.00
 DQ4085* NAVD 88 ORTHO HEIGHT -   410.166 (meters)     1345.69  (feet) ADJUSTED
 DQ4085  ______________________________________________________________________
 DQ4085  GEOID HEIGHT    -        -27.912 (meters)                     GEOID18
 DQ4085  NAD 83(2011) X  -   -341,773.097 (meters)                     COMP
 DQ4085  NAD 83(2011) Y  - -4,357,983.540 (meters)                     COMP
 DQ4085  NAD 83(2011) Z  -  4,629,497.241 (meters)                     COMP
 DQ4085  LAPLACE CORR    -         -3.44  (seconds)                    DEFLEC18
 DQ4085  DYNAMIC HEIGHT  -        410.185 (meters)     1345.75  (feet) COMP
 DQ4085  MODELED GRAVITY -    980,648.6   (mgal)                       NAVD 88
 DQ4085
 DQ4085  VERT ORDER      -  SECOND    CLASS I
 DQ4085
 DQ4085  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DQ4085  Standards:
 DQ4085         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DQ4085            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DQ4085  -------------------------------------------------------------------
 DQ4085  NETWORK    0.34   0.88           0.16   0.11   0.45     -0.03764601
 DQ4085  -------------------------------------------------------------------
 DQ4085  Click here for local accuracies and other accuracy information.
 DQ4085
 DQ4085.The horizontal coordinates were established by GPS observations
 DQ4085.and adjusted by the MN DEPT OF TRANSP in March 2020.
 DQ4085
 DQ4085.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DQ4085.been affixed to the stable North American tectonic plate. See 
 DQ4085.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DQ4085
 DQ4085.The horizontal coordinates are valid at the epoch date displayed above
 DQ4085.which is a decimal equivalence of Year/Month/Day.
 DQ4085
 DQ4085.The orthometric height was determined by differential leveling and
 DQ4085.adjusted by the NATIONAL GEODETIC SURVEY
 DQ4085.in February 2020.
 DQ4085
 DQ4085.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ4085.GEOID18 height accuracy estimate available here.
 DQ4085
 DQ4085.Click photographs - Photos may exist for this station.
 DQ4085
 DQ4085.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DQ4085
 DQ4085.The Laplace correction was computed from DEFLEC18 derived deflections.
 DQ4085
 DQ4085.The ellipsoidal height was determined by GPS observations
 DQ4085.and is referenced to NAD 83.
 DQ4085
 DQ4085.The dynamic height is computed by dividing the NAVD 88
 DQ4085.geopotential number by the normal gravity value computed on the
 DQ4085.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ4085.degrees latitude (g = 980.6199 gals.).
 DQ4085
 DQ4085.The modeled gravity was interpolated from observed gravity values.
 DQ4085
 DQ4085. The following values were computed from the NAD 83(2011) position.
 DQ4085
 DQ4085;                    North         East     Units Scale Factor Converg.
 DQ4085;SPC MN C     -   303,959.059   782,132.054   MT  0.99996007   -0 10 10.0
 DQ4085;SPC MN C     -   997,239.01  2,566,044.91   sFT  0.99996007   -0 10 10.0
 DQ4085;UTM  15      - 5,187,872.763   386,814.722   MT  0.99975746   -1 04 57.7
 DQ4085
 DQ4085!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DQ4085!SPC MN C     -   0.99994008  x   0.99996007  =   0.99990016
 DQ4085!UTM  15      -   0.99994008  x   0.99975746  =   0.99969756
 DQ4085
 DQ4085_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUM8681487872(NAD 83)
 DQ4085
 DQ4085                          SUPERSEDED SURVEY CONTROL
 DQ4085
 DQ4085  NAVD 88 (05/02/18)  410.171  (m)         1345.70   (f) SUPERSEDED  2 1
 DQ4085
 DQ4085.Superseded values are not recommended for survey control.
 DQ4085
 DQ4085.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DQ4085.See file dsdata.pdf to determine how the superseded data were derived.
 DQ4085
 DQ4085_MARKER: I = METAL ROD
 DQ4085_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DQ4085_STAMPING: 1114 H 2014
 DQ4085_MARK LOGO: MNDT
 DQ4085_PROJECTION: FLUSH
 DQ4085_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DQ4085_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ4085_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ4085+SATELLITE: SATELLITE OBSERVATIONS - May 15, 2023
 DQ4085_ROD/PIPE-DEPTH: 15.2 meters
 DQ4085
 DQ4085  HISTORY     - Date     Condition        Report By
 DQ4085  HISTORY     - 20140930 MONUMENTED       MNDT
 DQ4085  HISTORY     - 20170827 GOOD             MNDT
 DQ4085  HISTORY     - 20230515 GOOD             MNDT
 DQ4085
 DQ4085                          STATION DESCRIPTION
 DQ4085
 DQ4085'DESCRIBED BY MN DEPT OF TRANSP 2014
 DQ4085'THE MARK IS LOCATED ABOUT 1.25 MI (2.01 KM) NORTHEAST OF BACKUS.
 DQ4085'
 DQ4085'TO REACH THE MARK GO 0.85 MI (1.37 KM) EAST ALONG TRUNK HIGHWAY 87
 DQ4085'FROM THE JUNCTION OF TRUNK HIGHWAY 87 AND TRUNK HIGHWAY 371 (JUNCTION
 DQ4085'IS 1.0 MI (1.6 KM) NORTH OF BACKUS), AT TRUNK HIGHWAY 87 MILE POINT
 DQ4085'77.85.
 DQ4085'
 DQ4085'THE MARK IS LOCATED 30 FT (9.1 M) NORTH OF TRUNK HIGHWAY 87, 100 FT
 DQ4085'(30.5 M) WEST OF DRIVEWAY NUMBER 03843, 1.5 FT (0.5 M) SOUTH OF A
 DQ4085'WITNESS POST.
 DQ4085'
 DQ4085'NOTE-THE STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM ROD
 DQ4085'DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION REMOVABLE DISK
 DQ4085'SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH PVC
 DQ4085'PIPE BACK FILLED WITH WASHED SAND.
 DQ4085
 DQ4085                          STATION RECOVERY (2017)
 DQ4085
 DQ4085'RECOVERY NOTE BY MN DEPT OF TRANSP 2017 (DJH)
 DQ4085'RECOVERED AS DESCRIBED.
 DQ4085
 DQ4085                          STATION RECOVERY (2023)
 DQ4085
 DQ4085'RECOVERY NOTE BY MN DEPT OF TRANSP 2023 (AJH)
 DQ4085'1.25 MI (2.01 KM) NORTHEAST OF BACKUS, 0.85 MI (1.37 KM) EAST ALONG
 DQ4085'TRUNK HIGHWAY 87 FROM THE JUNCTION OF TRUNK HIGHWAY 87 AND TRUNK
 DQ4085'HIGHWAY 371 (THE JUNCTION IS 1.0 MI (1.6 KM) NORTH OF BACKUS), AT
 DQ4085'TRUNK HIGHWAY 87 MILE POINT 77.85, 30.0 FT (9.1 M) NORTH OF TRUNK
 DQ4085'HIGHWAY 87, 100.0 FT (30.5 M) WEST OF DRIVEWAY NUMBER 03843, 1.5 FT
 DQ4085'(0.5 M) SOUTH OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 RO0323 ***********************************************************************
 RO0323  DESIGNATION -  1115 C
 RO0323  PID         -  RO0323
 RO0323  STATE/COUNTY-  MN/CASS
 RO0323  COUNTRY     -  US
 RO0323  USGS QUAD   -  MOTLEY SE (2019)
 RO0323
 RO0323                         *CURRENT SURVEY CONTROL
 RO0323  ______________________________________________________________________
 RO0323* NAD 83(2011) POSITION- 46 20 44.54640(N) 094 37 19.16477(W)   ADJUSTED
 RO0323* NAD 83(2011) ELLIP HT-   352.347 (meters)        (06/27/12)   ADJUSTED
 RO0323* NAD 83(2011) EPOCH   -  2010.00
 RO0323* NAVD 88 ORTHO HEIGHT -   379.504 (meters)     1245.09  (feet) ADJUSTED
 RO0323  ______________________________________________________________________
 RO0323  GEOID HEIGHT    -        -27.159 (meters)                     GEOID18
 RO0323  NAD 83(2011) X  -   -355,432.105 (meters)                     COMP
 RO0323  NAD 83(2011) Y  - -4,396,496.957 (meters)                     COMP
 RO0323  NAD 83(2011) Z  -  4,592,112.548 (meters)                     COMP
 RO0323  LAPLACE CORR    -         -0.14  (seconds)                    DEFLEC18
 RO0323  DYNAMIC HEIGHT  -        379.511 (meters)     1245.11  (feet) COMP
 RO0323  MODELED GRAVITY -    980,622.3   (mgal)                       NAVD 88
 RO0323
 RO0323  VERT ORDER      -  SECOND    CLASS I
 RO0323
 RO0323  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 RO0323  Standards:
 RO0323         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 RO0323            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 RO0323  -------------------------------------------------------------------
 RO0323  NETWORK    0.32   0.57           0.15   0.10   0.29     -0.04388553
 RO0323  -------------------------------------------------------------------
 RO0323  Click here for local accuracies and other accuracy information.
 RO0323
 RO0323.The horizontal coordinates were established by GPS observations
 RO0323.and adjusted by the National Geodetic Survey in June 2012.
 RO0323
 RO0323.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 RO0323.been affixed to the stable North American tectonic plate. See 
 RO0323.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 RO0323
 RO0323.The horizontal coordinates are valid at the epoch date displayed above
 RO0323.which is a decimal equivalence of Year/Month/Day.
 RO0323
 RO0323.The orthometric height was determined by differential leveling and
 RO0323.adjusted by the NATIONAL GEODETIC SURVEY
 RO0323.in May 2018.
 RO0323
 RO0323.Significant digits in the geoid height do not necessarily reflect accuracy.
 RO0323.GEOID18 height accuracy estimate available here.
 RO0323
 RO0323.Click photographs - Photos may exist for this station.
 RO0323
 RO0323.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 RO0323
 RO0323.The Laplace correction was computed from DEFLEC18 derived deflections.
 RO0323
 RO0323.The ellipsoidal height was determined by GPS observations
 RO0323.and is referenced to NAD 83.
 RO0323
 RO0323.The dynamic height is computed by dividing the NAVD 88
 RO0323.geopotential number by the normal gravity value computed on the
 RO0323.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RO0323.degrees latitude (g = 980.6199 gals.).
 RO0323
 RO0323.The modeled gravity was interpolated from observed gravity values.
 RO0323
 RO0323. The following values were computed from the NAD 83(2011) position.
 RO0323
 RO0323;                    North         East     Units Scale Factor Converg.
 RO0323;SPC MN C     -   249,637.417   771,366.735   MT  0.99992204   -0 16 08.7
 RO0323;SPC MN C     -   819,018.76  2,530,725.70   sFT  0.99992204   -0 16 08.7
 RO0323;UTM  15      - 5,133,737.461   375,190.786   MT  0.99979148   -1 10 25.3
 RO0323
 RO0323!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RO0323!SPC MN C     -   0.99994477  x   0.99992204  =   0.99986681
 RO0323!UTM  15      -   0.99994477  x   0.99979148  =   0.99973626
 RO0323
 RO0323_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUM7519033737(NAD 83)
 RO0323
 RO0323                          SUPERSEDED SURVEY CONTROL
 RO0323
 RO0323  NAD 83(2007)-  46 20 44.54645(N)    094 37 19.16602(W) AD(2002.00) 0
 RO0323  ELLIP H (02/10/07)  352.386  (m)                       GP(2002.00)    
 RO0323  NAD 83(1996)-  46 20 44.54625(N)    094 37 19.16564(W) AD(       ) 1
 RO0323  ELLIP H (10/22/03)  352.412  (m)                       GP(       ) 4 1
 RO0323  NAVD 88 (01/04/08)  379.500  (m)         1245.08   (f) SUPERSEDED  2 1
 RO0323  NAVD 88             379.51   (m)         1245.1    (f) LEVELING    3  
 RO0323  NAVD 88 (06/15/91)  379.506  (m)         1245.10   (f) SUPERSEDED  2 0
 RO0323  NGVD 29 (??/??/92)  379.295  (m)         1244.40   (f) ADJ UNCH    2 0
 RO0323
 RO0323.Superseded values are not recommended for survey control.
 RO0323
 RO0323.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RO0323.See file dsdata.pdf to determine how the superseded data were derived.
 RO0323
 RO0323_MARKER: DV = VERTICAL CONTROL DISK
 RO0323_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 RO0323_STAMPING: 1115 C 1973
 RO0323_MARK LOGO: MNHD
 RO0323_PROJECTION: PROJECTING 36 CENTIMETERS
 RO0323_MAGNETIC: I = MARKER IS A STEEL ROD
 RO0323_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RO0323_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 RO0323+SATELLITE: SATELLITE OBSERVATIONS - May 03, 2023
 RO0323
 RO0323  HISTORY     - Date     Condition        Report By
 RO0323  HISTORY     - 19730501 MONUMENTED       MNHD
 RO0323  HISTORY     - 20000627 GOOD             MNDT
 RO0323  HISTORY     - 20060613 GOOD             MNDT
 RO0323  HISTORY     - 20101129 GOOD             MNDT
 RO0323  HISTORY     - 20170517 GOOD             MNDT
 RO0323  HISTORY     - 20210701 GOOD             MNDT
 RO0323  HISTORY     - 20230503 GOOD             MNDT
 RO0323
 RO0323                          STATION DESCRIPTION
 RO0323
 RO0323'DESCRIBED BY MN HIGHWAY DEPT 1973
 RO0323'1 MI E FROM MOTLEY.
 RO0323'THE MARK IS 0.1 MILE MEASURED NORTH ALONG TOWNSHIP ROAD FROM THE
 RO0323'JUNCTION WITH TRUNK HIGHWAY 210 (MILEPOST 102) WHICH IS 1 MILE
 RO0323'MEASURED EAST ALONG TRUNK HIGHWAY 210 FROM THE JUNCTION OF TRUNK
 RO0323'HIGHWAYS 64 AND 210 AT MOTLEY.  IT IS 24 FEET EAST OF TOWNSHIP ROAD,
 RO0323'116 FEET SOUTH OF DRIVE WEST, 192 FEET SOUTH OF POWER POLE
 RO0323'(NORTH-SOUTH LINE TO HOUSE), 252 FEET SOUTHEAST OF SOUTHEAST CORNER OF
 RO0323'1 1/2 STORY FRAME HOUSE.  IT IS 0.8 FOOT WEST OF A STEEL WITNESS POST
 RO0323'AND IS 3 FEET HIGHER THAN THE TOWNSHIP ROAD.  THE MARK IS CRIMPED ON A
 RO0323'5/8 INCH DIAMETER BY 20 FOOT LONG COPPER COATED STEEL ROD THAT IS
 RO0323'DRIVEN TO REFUSAL IN THE GROUND.  IT PROJECTS 2 INCHES ABOVE GROUND.
 RO0323'NOTE-- ALL DISTANCES ARE WITH RESPECT TO CENTERLINE UNLESS OTHERWISE
 RO0323'STATED.  SW1/4 SECTION 8, T 133N, R 31W.
 RO0323
 RO0323                          STATION RECOVERY (2000)
 RO0323
 RO0323'RECOVERY NOTE BY MN DEPT OF TRANSP 2000 (DKH)
 RO0323'RECOVERED 1 MILE ENE OF MOTLEY, 0.1 MILE NORTH OF TH 210 MILEPOST 102,
 RO0323'24 FT EAST OF TWP ROAD, 116 FT SOUTH OF DRIVEWAY WEST, 252 FT SE OF SE
 RO0323'CORNER OF HOUSE15.5 FT WEST OF FENCE, 0.8 FT WEST OF WITNESS POST,
 RO0323'PROJECTS 14 INCHES.
 RO0323
 RO0323                          STATION RECOVERY (2006)
 RO0323
 RO0323'RECOVERY NOTE BY MN DEPT OF TRANSP 2006 (DAS)
 RO0323'THE MARK IS 1.0 MILES (1.6 KM) EAST OF THE JUNCTION OF TRUNK HIGHWAY
 RO0323'64 AND TRUNK HIGHWAY 210 AT MOTLEY TO TRUNK HIGHWAY 210 MILE POINT
 RO0323'102, THENCE 0.1 MILES (0.2 KM) NORTH OF TRUNK HIGHWAY 210,
 RO0323'
 RO0323'24 FEET (7.3 M) EAST OF 65TH AVENUE SOUTHWEST, 116.1 FEET (35.4 M)
 RO0323'SOUTH OF DRIVEWAY NUMBER 12639 WEST, 252 FEET (76.8 M) SOUTHEAST OF
 RO0323'THE SOUTHEAST CORNER OF HOUSE, 0.8 FEET (24.4 CM) WEST OF A WITNESS
 RO0323'POST.
 RO0323
 RO0323                          STATION RECOVERY (2010)
 RO0323
 RO0323'RECOVERY NOTE BY MN DEPT OF TRANSP 2010 (MPP)
 RO0323'THE MARK WAS RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.
 RO0323'THE MARK IS 1.0 MILE EAST OF MOTLEY, 1.0 MILE EAST OF TRUNK HIGHWAY 64
 RO0323'ALONG TRUNK HIGHWAY 210 TO MILEPOINT 102, THEN 0.1 MILE NORTH, 24 FEET
 RO0323'EAST OF 65TH AVENUE SOUTHWEST, 116 FEET SOUTH OF DRIVEWAY NUMBER 12639
 RO0323'WEST, 252 FEET SOUTHEAST OF SOUTHEAST CORNER OF HOUSE, 0.8 FOOT WEST
 RO0323'OF WITNESS POST.
 RO0323
 RO0323                          STATION RECOVERY (2017)
 RO0323
 RO0323'RECOVERY NOTE BY MN DEPT OF TRANSP 2017 (KMS)
 RO0323'RECOVERED AS DESCRIBED.
 RO0323
 RO0323                          STATION RECOVERY (2021)
 RO0323
 RO0323'RECOVERY NOTE BY MN DEPT OF TRANSP 2021 (KMS)
 RO0323'RECOVERED IN GOOD CONDITION.
 RO0323
 RO0323                          STATION RECOVERY (2023)
 RO0323
 RO0323'RECOVERY NOTE BY MN DEPT OF TRANSP 2023 (TJD)
 RO0323'1.0 MI (1.6 KM) EAST OF MOTLEY, 1.0 MI (1.6 KM) EAST ALONG TRUNK
 RO0323'HIGHWAY 210 FROM THE JUNCTION OF TRUNK HIGHWAY 210 AND TRUNK HIGHWAY
 RO0323'64 IN MOTLEY TO TRUNK HIGHWAY 210 MILE POINT 102.0, THEN 0.1 MI (0.2
 RO0323'KM) NORTH ON 65TH AVENUE SOUTHWEST, 24.0 FT (7.3 M) EAST OF 65TH
 RO0323'AVENUE SOUTHWEST, 116.0 FT (35.4 M) SOUTH OF DRIVEWAY NUMBER 12639
 RO0323'WEST, 252.0 FT (76.8 M) SOUTHEAST OF THE SOUTHEAST CORNER OF A HOUSE,
 RO0323'0.8 FT (24 CM) WEST OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 RO0322 ***********************************************************************
 RO0322  DESIGNATION -  1115 D
 RO0322  PID         -  RO0322
 RO0322  STATE/COUNTY-  MN/CASS
 RO0322  COUNTRY     -  US
 RO0322  USGS QUAD   -  MOTLEY SE (2019)
 RO0322
 RO0322                         *CURRENT SURVEY CONTROL
 RO0322  ______________________________________________________________________
 RO0322* NAD 83(1986) POSITION- 46 20 43.29   (N) 094 36 03.48   (W)   HD_HELD1
 RO0322* NAVD 88 ORTHO HEIGHT -   392.743 (meters)     1288.52  (feet) ADJUSTED
 RO0322  ______________________________________________________________________
 RO0322  GEOID HEIGHT    -        -27.159 (meters)                     GEOID18
 RO0322  DYNAMIC HEIGHT  -        392.751 (meters)     1288.55  (feet) COMP
 RO0322  MODELED GRAVITY -    980,624.1   (mgal)                       NAVD 88
 RO0322
 RO0322  VERT ORDER      -  SECOND    CLASS I
 RO0322
 RO0322.The horizontal coordinates were determined by differentially corrected
 RO0322.hand held GPS observations or other comparable positioning techniques
 RO0322.and have an estimated accuracy of +/- 3 meters.
 RO0322
 RO0322.The orthometric height was determined by differential leveling and
 RO0322.adjusted by the NATIONAL GEODETIC SURVEY
 RO0322.in June 1991.
 RO0322
 RO0322.Significant digits in the geoid height do not necessarily reflect accuracy.
 RO0322.GEOID18 height accuracy estimate available here.
 RO0322
 RO0322.Click photographs - Photos may exist for this station.
 RO0322
 RO0322.The dynamic height is computed by dividing the NAVD 88
 RO0322.geopotential number by the normal gravity value computed on the
 RO0322.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RO0322.degrees latitude (g = 980.6199 gals.).
 RO0322
 RO0322.The modeled gravity was interpolated from observed gravity values.
 RO0322
 RO0322;                    North         East    Units  Estimated Accuracy
 RO0322;SPC MN C     -   249,591.2     772,984.8     MT  (+/- 3 meters HH1 GPS) 
 RO0322
 RO0322_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUM7680733665(NAD 83)
 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
 RO0322.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RO0322.See file dsdata.pdf to determine how the superseded data were derived.
 RO0322
 RO0322_MARKER: DV = VERTICAL CONTROL DISK
 RO0322_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 RO0322_STAMPING: 1115 D 1973
 RO0322_MARK LOGO: MNHD
 RO0322_PROJECTION: FLUSH
 RO0322_MAGNETIC: I = MARKER IS A STEEL ROD
 RO0322_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RO0322_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 RO0322+SATELLITE: SATELLITE OBSERVATIONS - May 03, 2023
 RO0322
 RO0322  HISTORY     - Date     Condition        Report By
 RO0322  HISTORY     - 1973     MONUMENTED       MNHD
 RO0322  HISTORY     - 20000627 GOOD             MNDT
 RO0322  HISTORY     - 20060613 GOOD             MNDT
 RO0322  HISTORY     - 20170517 GOOD             MNDT
 RO0322  HISTORY     - 20230503 GOOD             MNDT
 RO0322
 RO0322                          STATION DESCRIPTION
 RO0322
 RO0322'DESCRIBED BY MN HIGHWAY DEPT 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, T133N, R31W.
 RO0322
 RO0322                          STATION RECOVERY (2000)
 RO0322
 RO0322'RECOVERY NOTE BY MN DEPT OF TRANSP 2000 (DKH)
 RO0322'RECOVERED 2 MILES (3.2 KM) EAST OF MOTLEY, AT MILEPOST 103, 475 FT
 RO0322'(144.8 M) NORTH OF TH 210, 36 FT (11.0 M) EAST OF CO RD 102, 16 FT
 RO0322'(4.9 M) NORTH OF OAK TREE, 31 FT (9.4 M) SOUTH OF OAK TREE, 65 FT
 RO0322'(19.8 M) SE OF POPLAR TREE, 1 FT (0.3 M) WEST OF WIT POST, RECESSED 1
 RO0322'INCH, MAGNETIC.
 RO0322
 RO0322                          STATION RECOVERY (2006)
 RO0322
 RO0322'RECOVERY NOTE BY MN DEPT OF TRANSP 2006 (DAS)
 RO0322'THE MARK IS 2 MILES (3.2 KM) EAST OF THE JUNCTION OF TRUNK HIGHWAY 210
 RO0322'AND TRUNK HIGHWAY 64 AT MOTLEY, ABOUT 300 FEET (91.4 M) NORTH OF TRUNK
 RO0322'HIGHWAY 210, AT TRUNK HIGHWAY 210 MILEPOST 103,
 RO0322'
 RO0322'36 FEET (11.0 M) EAST OF 61ST AVENUE SOUTHWEST (COUNTY ROAD 102), 1.2
 RO0322'FEET (0.4 M) WEST OF A FENCE LINE, 1.2 FEET (0.4 M) WEST OF A FENCE,
 RO0322'0.8 FEET (24.4 CM) WEST OF A WITNESS POST.
 RO0322
 RO0322                          STATION RECOVERY (2017)
 RO0322
 RO0322'RECOVERY NOTE BY MN DEPT OF TRANSP 2017 (KMS)
 RO0322'RECOVERED AS DESCRIBED.
 RO0322
 RO0322                          STATION RECOVERY (2023)
 RO0322
 RO0322'RECOVERY NOTE BY MN DEPT OF TRANSP 2023 (TJD)
 RO0322'1.95 MI (3.14 KM) EAST ALONG TRUNK HIGHWAY 210 FROM THE JUNCTION OF
 RO0322'TRUNK HIGHWAY 210 AND TRUNK HIGHWAY 64 IN MOTLEY TO TRUNK HIGHWAY 210
 RO0322'MILE POINT 103, THEN 0.1 MI (0.2 KM) NORTH ON COUNTY ROAD 102, 36.0 FT
 RO0322'(11.0 M) EAST OF COUNTY ROAD 102 (61ST AVENUE SOUTHWEST), 1.2 FT (0.4
 RO0322'M) WEST OF A FENCE LINE, 0.8 FT (24 CM) WEST OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 RO0319 ***********************************************************************
 RO0319  DESIGNATION -  1115 F
 RO0319  PID         -  RO0319
 RO0319  STATE/COUNTY-  MN/CASS
 RO0319  COUNTRY     -  US
 RO0319  USGS QUAD   -  MOTLEY SE (2019)
 RO0319
 RO0319                         *CURRENT SURVEY CONTROL
 RO0319  ______________________________________________________________________
 RO0319* NAD 83(1986) POSITION- 46 20 25.3    (N) 094 33 39.4    (W)   HD_HELD2
 RO0319* NAVD 88 ORTHO HEIGHT -   393.795 (meters)     1291.98  (feet) ADJUSTED
 RO0319  ______________________________________________________________________
 RO0319  GEOID HEIGHT    -        -27.157 (meters)                     GEOID18
 RO0319  DYNAMIC HEIGHT  -        393.805 (meters)     1292.01  (feet) COMP
 RO0319  MODELED GRAVITY -    980,627.8   (mgal)                       NAVD 88
 RO0319
 RO0319  VERT ORDER      -  SECOND    CLASS I
 RO0319
 RO0319.The horizontal coordinates were established by autonomous hand held GPS
 RO0319.observations and have an estimated accuracy of +/- 10 meters.
 RO0319
 RO0319.The orthometric height was determined by differential leveling and
 RO0319.adjusted by the NATIONAL GEODETIC SURVEY
 RO0319.in January 2008.
 RO0319
 RO0319.Significant digits in the geoid height do not necessarily reflect accuracy.
 RO0319.GEOID18 height accuracy estimate available here.
 RO0319
 RO0319.Click photographs - Photos may exist for this station.
 RO0319
 RO0319.The dynamic height is computed by dividing the NAVD 88
 RO0319.geopotential number by the normal gravity value computed on the
 RO0319.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RO0319.degrees latitude (g = 980.6199 gals.).
 RO0319
 RO0319.The modeled gravity was interpolated from observed gravity values.
 RO0319
 RO0319;                    North         East    Units  Estimated Accuracy
 RO0319;SPC MN C     -   249,023.      776,063.      MT  (+/- 10 meters HH2 GPS)
 RO0319
 RO0319_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUM7987633049(NAD 83)
 RO0319
 RO0319                          SUPERSEDED SURVEY CONTROL
 RO0319
 RO0319  NAVD 88 (06/15/91)  393.790  (m)         1291.96   (f) SUPERSEDED  2 0
 RO0319  NGVD 29 (??/??/92)  393.586  (m)         1291.29   (f) ADJ UNCH    2 0
 RO0319
 RO0319.Superseded values are not recommended for survey control.
 RO0319
 RO0319.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RO0319.See file dsdata.pdf to determine how the superseded data were derived.
 RO0319
 RO0319_MARKER: DV = VERTICAL CONTROL DISK
 RO0319_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 RO0319_STAMPING: 1115 F 1967
 RO0319_MARK LOGO: MNHD
 RO0319_PROJECTION: FLUSH
 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 - May 03, 2023
 RO0319
 RO0319  HISTORY     - Date     Condition        Report By
 RO0319  HISTORY     - 19670401 MONUMENTED       MNHD
 RO0319  HISTORY     - 1973     GOOD             MNDT
 RO0319  HISTORY     - 20000627 GOOD             MNDT
 RO0319  HISTORY     - 20050809 GOOD             MNDT
 RO0319  HISTORY     - 20101128 GOOD             MNDT
 RO0319  HISTORY     - 20230503 GOOD             MNDT
 RO0319
 RO0319                          STATION DESCRIPTION
 RO0319
 RO0319'DESCRIBED BY MN DEPT OF TRANSP 1973
 RO0319'4 MI E FROM MOTLEY.
 RO0319'THE MARK IS 4 MILES MEASURED EAST ALONG TRUNK HIGHWAY 210 FROM THE
 RO0319'JUNCTION OF TRUNK HIGHWAYS 64 AND 210 AT MOTLEY.  IT IS 75 FEET SOUTH
 RO0319'OF TRUNK HIGHWAY 210, 165 FEET WEST-SOUTHWEST OF TRUNK HIGHWAY 210
 RO0319'MILEPOST 105, 45.5 FEET SOUTHWEST OF THE WEST END 15 INCH CORRUGATED
 RO0319'METAL PIPE UNDER FIELD ENTRANCE SOUTH, 5 FEET WEST OF POWER POLE
 RO0319'(EAST-WEST-POWER LINE), 81 FEET SOUTH-SOUTHEAST OF TRUNK HIGHWAY 210
 RO0319'STENCIL 255.  IT IS 1.2 FEET NORTH OF A STEEL WITNESS POST AND IS
 RO0319'ABOUT LEVEL WITH THE BURLINGTON NORTHERN RAILROAD TRACKS.  THE MARK IS
 RO0319'CRIMPED ON A 5/8 INCH DIAMETER BY 15 FOOT LONG COPPER-COATED STEEL ROD
 RO0319'DRIVEN TO REFUSAL AND PROJECTING 3 INCHES ABOVE GROUND.  NOTE-- ALL
 RO0319'DISTANCES ARE MEASURED WITH RESPECT TO CENTERLINE UNLESS OTHERWISE
 RO0319'STATED.  NE1/4 SECTION 15, T 133 N, R 31 W.
 RO0319
 RO0319                          STATION RECOVERY (2000)
 RO0319
 RO0319'RECOVERY NOTE BY MN DEPT OF TRANSP 2000 (DKH)
 RO0319'4 MILES (6.4 KM) EAST OF MOTLEY, 75 FT (22.9 M) SOUTH OF TH 210, 165
 RO0319'FT (50.3 M) WSW OF MILEPOST 105, 45.5 FT (13.9 M) SW OF CULVERT, 41 FT
 RO0319'(12.5 M) WEST OF P-POLE, 81 FT (24.7 M) SSE OF STENCIL 255, 32 FT (9.8
 RO0319'M) WEST OF ENTRANCE, 1.2 FT (0.4 M) NORTH OF WIT POST, FLUSH.
 RO0319
 RO0319                          STATION RECOVERY (2005)
 RO0319
 RO0319'RECOVERY NOTE BY MN DEPT OF TRANSP 2005 (KNB)
 RO0319'THE MARK IS 4 MILES (6.4 KM) EAST OF THE JUNCTION OF TRUNK HIGHWAY 64
 RO0319'AND TRUNK HIGHWAY 210 AT MOTLEY, 75 FEET (22.9 M) SOUTH OF TRUNK
 RO0319'HIGHWAY 210, AT DRIVEWAY NUMBER 05315, ON EAST/ WEST FENCE LINE,
 RO0319'
 RO0319'165 FEET (50.3 M) WEST-SOUTHWEST OF MILEPOST 105, 45.5 FEET (13.9 M)
 RO0319'SOUTHWEST OF CULVERT, 29.0 FEET (8.8 M) WEST OF DRIVEWAY, 1.2 FEET
 RO0319'(0.4 M) NORTH OF A WITNESS POST.
 RO0319
 RO0319                          STATION RECOVERY (2010)
 RO0319
 RO0319'RECOVERY NOTE BY MN DEPT OF TRANSP 2010 (MPP)
 RO0319'4.0 MI (6.4 KM) EAST OF THE JUNCTION OF TRUNK HIGHWAY 64 AND TRUNK
 RO0319'HIGHWAY 210 AT MOTLEY, 75 FT (22.9 M) SOUTH OF TRUNK HIGHWAY 210, AT
 RO0319'DRIVEWAY NUMBER 05315, ON EAST/ WEST FENCE LINE, 165 FT (50.3 M)
 RO0319'WEST-SOUTHWEST OF MILEPOST 105, 45.5 FT (13.9 M) SOUTHWEST OF CULVERT,
 RO0319'29.0 FT (8.8 M) WEST OF DRIVEWAY, 1.2 FT (0.4 M) NORTH OF A WITNESS
 RO0319'POST.
 RO0319
 RO0319                          STATION RECOVERY (2023)
 RO0319
 RO0319'RECOVERY NOTE BY MN DEPT OF TRANSP 2023 (TJD)
 RO0319'4.0 MI (6.4 KM) EAST OF THE JUNCTION OF TRUNK HIGHWAY 64 AND TRUNK
 RO0319'HIGHWAY 210 AT MOTLEY, 75.0 FT (22.9 M) SOUTH OF TRUNK HIGHWAY 210, AT
 RO0319'DRIVEWAY NUMBER 05315, ON AN EAST/ WEST FENCE LINE, 165.0 FT (50.3 M)
 RO0319'WEST-SOUTHWEST OF MILEPOST 105, 45.5 FT (13.9 M) SOUTHWEST OF A
 RO0319'CULVERT, 29.0 FT (8.8 M) WEST OF A DRIVEWAY, 1.2 FT (0.4 M) NORTH OF A
 RO0319'WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 RO0325 ***********************************************************************
 RO0325  DESIGNATION -  1115 H
 RO0325  PID         -  RO0325
 RO0325  STATE/COUNTY-  MN/CASS
 RO0325  COUNTRY     -  US
 RO0325  USGS QUAD   -  MOTLEY SE (2019)
 RO0325
 RO0325                         *CURRENT SURVEY CONTROL
 RO0325  ______________________________________________________________________
 RO0325* NAD 83(1986) POSITION- 46 20 24.2    (N) 094 31 48.2    (W)   HD_HELD2
 RO0325* NAVD 88 ORTHO HEIGHT -   373.818 (meters)     1226.43  (feet) ADJUSTED
 RO0325  ______________________________________________________________________
 RO0325  GEOID HEIGHT    -        -27.157 (meters)                     GEOID18
 RO0325  DYNAMIC HEIGHT  -        373.828 (meters)     1226.47  (feet) COMP
 RO0325  MODELED GRAVITY -    980,628.2   (mgal)                       NAVD 88
 RO0325
 RO0325  VERT ORDER      -  SECOND    CLASS I
 RO0325
 RO0325.The horizontal coordinates were established by autonomous hand held GPS
 RO0325.observations and have an estimated accuracy of +/- 10 meters.
 RO0325
 RO0325.The orthometric height was determined by differential leveling and
 RO0325.adjusted by the NATIONAL GEODETIC SURVEY
 RO0325.in January 2008.
 RO0325
 RO0325.Significant digits in the geoid height do not necessarily reflect accuracy.
 RO0325.GEOID18 height accuracy estimate available here.
 RO0325
 RO0325.Click photographs - Photos may exist for this station.
 RO0325
 RO0325.The dynamic height is computed by dividing the NAVD 88
 RO0325.geopotential number by the normal gravity value computed on the
 RO0325.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RO0325.degrees latitude (g = 980.6199 gals.).
 RO0325
 RO0325.The modeled gravity was interpolated from observed gravity values.
 RO0325
 RO0325;                    North         East    Units  Estimated Accuracy
 RO0325;SPC MN C     -   248,980.      778,441.      MT  (+/- 10 meters HH2 GPS)
 RO0325
 RO0325_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUM8225232968(NAD 83)
 RO0325
 RO0325                          SUPERSEDED SURVEY CONTROL
 RO0325
 RO0325  NAVD 88 (06/15/91)  373.600  (m)         1225.72   (f) SUPERSEDED  2 0
 RO0325  NGVD 29 (??/??/92)  373.398  (m)         1225.06   (f) ADJ UNCH    2 0
 RO0325
 RO0325.Superseded values are not recommended for survey control.
 RO0325
 RO0325.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RO0325.See file dsdata.pdf to determine how the superseded data were derived.
 RO0325
 RO0325_MARKER: DV = VERTICAL CONTROL DISK
 RO0325_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 RO0325_SP_SET: BOX CULVERT
 RO0325_STAMPING: 1115 H 1973
 RO0325_MARK LOGO: MNHD
 RO0325_MAGNETIC: N = NO MAGNETIC MATERIAL
 RO0325_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RO0325+STABILITY: SURFACE MOTION
 RO0325_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 RO0325+SATELLITE: SATELLITE OBSERVATIONS - August 09, 2005
 RO0325
 RO0325  HISTORY     - Date     Condition        Report By
 RO0325  HISTORY     - 1973     MONUMENTED       MNHD
 RO0325  HISTORY     - 20000626 GOOD             MNDT
 RO0325  HISTORY     - 20050809 GOOD             MNDT
 RO0325
 RO0325                          STATION DESCRIPTION
 RO0325
 RO0325'DESCRIBED BY MN HIGHWAY DEPT 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, T133N, R31W.
 RO0325
 RO0325                          STATION RECOVERY (2000)
 RO0325
 RO0325'RECOVERY NOTE BY MN DEPT OF TRANSP 2000 (DKH)
 RO0325'THE MARK WAS RECOVERED AS DESCRIBED.
 RO0325
 RO0325                          STATION RECOVERY (2005)
 RO0325
 RO0325'RECOVERY NOTE BY MN DEPT OF TRANSP 2005 (KNB)
 RO0325'THE MAK IS 2.8 MILES (4.5 KM) WEST-NORTHWEST OF THE JUNCTION OF TRUNK
 RO0325'HIGHWAY 210 AND COUNTY ROAD 1 AT PILLAGER, IN SOUTHEAST CORNER OF
 RO0325'TRUNK HIGHWAY 210 BOX CULVERT,
 RO0325'
 RO0325'23.2 FEET (7.1 M) SOUTH OF TRUNK HIGHWAY 210, AT TRUNK HIGHWAY 210
 RO0325'MILE POINT 106.5.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 RO0190 ***********************************************************************
 RO0190  DESIGNATION -  1115 L
 RO0190  PID         -  RO0190
 RO0190  STATE/COUNTY-  MN/CASS
 RO0190  COUNTRY     -  US
 RO0190  USGS QUAD   -  PILLAGER (2019)
 RO0190
 RO0190                         *CURRENT SURVEY CONTROL
 RO0190  ______________________________________________________________________
 RO0190* NAD 83(1986) POSITION- 46 19 59.6    (N) 094 27 22.5    (W)   HD_HELD2
 RO0190* NAVD 88 ORTHO HEIGHT -   365.884 (meters)     1200.40  (feet) ADJUSTED
 RO0190  ______________________________________________________________________
 RO0190  GEOID HEIGHT    -        -27.154 (meters)                     GEOID18
 RO0190  DYNAMIC HEIGHT  -        365.893 (meters)     1200.43  (feet) COMP
 RO0190  MODELED GRAVITY -    980,630.0   (mgal)                       NAVD 88
 RO0190
 RO0190  VERT ORDER      -  SECOND    CLASS I
 RO0190
 RO0190.The horizontal coordinates were established by autonomous hand held GPS
 RO0190.observations and have an estimated accuracy of +/- 10 meters.
 RO0190
 RO0190.The orthometric height was determined by differential leveling and
 RO0190.adjusted by the NATIONAL GEODETIC SURVEY
 RO0190.in January 2008.
 RO0190
 RO0190.Significant digits in the geoid height do not necessarily reflect accuracy.
 RO0190.GEOID18 height accuracy estimate available here.
 RO0190
 RO0190.Click photographs - Photos may exist for this station.
 RO0190
 RO0190.The dynamic height is computed by dividing the NAVD 88
 RO0190.geopotential number by the normal gravity value computed on the
 RO0190.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RO0190.degrees latitude (g = 980.6199 gals.).
 RO0190
 RO0190.The modeled gravity was interpolated from observed gravity values.
 RO0190
 RO0190;                    North         East    Units  Estimated Accuracy
 RO0190;SPC MN C     -   248,203.      784,121.      MT  (+/- 10 meters HH2 GPS)
 RO0190
 RO0190_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUM8791832102(NAD 83)
 RO0190
 RO0190                          SUPERSEDED SURVEY CONTROL
 RO0190
 RO0190  NAVD 88 (06/15/91)  365.878  (m)         1200.38   (f) SUPERSEDED  2 0
 RO0190  NGVD 29 (??/??/92)  365.687  (m)         1199.76   (f) ADJ UNCH    2 0
 RO0190
 RO0190.Superseded values are not recommended for survey control.
 RO0190
 RO0190.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RO0190.See file dsdata.pdf to determine how the superseded data were derived.
 RO0190
 RO0190_MARKER: DV = VERTICAL CONTROL DISK
 RO0190_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 RO0190_STAMPING: 1115 L 1973
 RO0190_MARK LOGO: MNHD
 RO0190_PROJECTION: RECESSED 5 CENTIMETERS
 RO0190_MAGNETIC: I = MARKER IS A STEEL ROD
 RO0190_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RO0190_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 RO0190+SATELLITE: SATELLITE OBSERVATIONS - May 04, 2023
 RO0190
 RO0190  HISTORY     - Date     Condition        Report By
 RO0190  HISTORY     - 1973     MONUMENTED       MNHD
 RO0190  HISTORY     - 20000626 GOOD             MNDT
 RO0190  HISTORY     - 20060607 GOOD             MNDT
 RO0190  HISTORY     - 20230504 GOOD             MNDT
 RO0190
 RO0190                          STATION DESCRIPTION
 RO0190
 RO0190'DESCRIBED BY MN HIGHWAY DEPT 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,
 RO0190'T133N, R30W.
 RO0190
 RO0190                          STATION RECOVERY (2000)
 RO0190
 RO0190'RECOVERY NOTE BY MN DEPT OF TRANSP 2000 (DKH)
 RO0190'THE MARK WAS RECOVERED 0.95 MI (1.53 KM) EAST ALONG TH 210 FROM JCT OF
 RO0190'CO RD 1 AND TH 210 IN PILLAGER TO TH 210 MP 110.2 THEN 0.15 MI (0.24
 RO0190'KM) SW ON CROW WING RIVER DRIVE SW.
 RO0190
 RO0190                          STATION RECOVERY (2006)
 RO0190
 RO0190'RECOVERY NOTE BY MN DEPT OF TRANSP 2006 (VC)
 RO0190'THE MARK IS 0.6 MILES (1.0 KM) EAST OF PILLAGER, AT TRUNK HIGHWAY 210
 RO0190'MILE POINT 110.15, THENCE 0.15 MILES (0.24 KM) SOUTHEAST OF THE
 RO0190'JUNCTION OF TRUNK HIGHWAY 210 AND 33RD AVENUE SOUTHWEST/ CROW WING
 RO0190'RIVER DRIVE SOUTHWEST,
 RO0190'
 RO0190'121.5 FEET (37.0 M) SOUTH OF SOUTH RAIL OF RAILROAD, 27 FEET (8.2 M)
 RO0190'SOUTHWEST OF DRIVEWAY EAST, 30 FEET (9.1 M) SOUTHEAST OF DRIVEWAY
 RO0190'NUMBER 03505 WEST, 200 FEET (61.0 M) SOUTH OF RAILROAD JUNCTION, 27
 RO0190'FEET (8.2 M) NORTHWEST OF A POWER POLE, 1.2 FEET (0.4 M) NORTH OF A
 RO0190'WITNESS POST.
 RO0190
 RO0190                          STATION RECOVERY (2023)
 RO0190
 RO0190'RECOVERY NOTE BY MN DEPT OF TRANSP 2023 (TJD)
 RO0190'0.6 MI (1.0 KM) EAST OF PILLAGER, 0.9 MI (1.4 KM) EAST ALONG TRUNK
 RO0190'HIGHWAY 210 FROM THE EAST JUNCTION OF TRUNK HIGHWAY 210 AND COUNTRY
 RO0190'ROAD 1 IN PILLAGER, THEN 0.1 MI (0.2 KM) SOUTH ON CROW WING RIVER
 RO0190'DRIVE SOUTHWEST, THEN 0.1 MI (0.2 KM) WEST ON PAVED ROAD, 10.5 FT (3.2
 RO0190'M) SOUTH OF PAVED ROAD/SHARED DRIVEWAY, 12.4 FT (3.8 M) NORTHWEST OF
 RO0190'CABLE BOX, 1.2 FT (0.4 M) NORTH OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DI8961 ***********************************************************************
 DI8961  DESIGNATION -  1115 L 1
 DI8961  PID         -  DI8961
 DI8961  STATE/COUNTY-  MN/CASS
 DI8961  COUNTRY     -  US
 DI8961  USGS QUAD   -  PILLAGER (2019)
 DI8961
 DI8961                         *CURRENT SURVEY CONTROL
 DI8961  ______________________________________________________________________
 DI8961* NAD 83(1986) POSITION- 46 19 53.7    (N) 094 28 28.6    (W)   HD_HELD2
 DI8961* NAVD 88 ORTHO HEIGHT -   368.807 (meters)     1209.99  (feet) ADJUSTED
 DI8961  ______________________________________________________________________
 DI8961  GEOID HEIGHT    -        -27.150 (meters)                     GEOID18
 DI8961  DYNAMIC HEIGHT  -        368.816 (meters)     1210.02  (feet) COMP
 DI8961  MODELED GRAVITY -    980,627.6   (mgal)                       NAVD 88
 DI8961
 DI8961  VERT ORDER      -  SECOND    CLASS I
 DI8961
 DI8961.The horizontal coordinates were established by autonomous hand held GPS
 DI8961.observations and have an estimated accuracy of +/- 10 meters.
 DI8961
 DI8961.The orthometric height was determined by differential leveling and
 DI8961.adjusted by the NATIONAL GEODETIC SURVEY
 DI8961.in January 2008.
 DI8961
 DI8961.Significant digits in the geoid height do not necessarily reflect accuracy.
 DI8961.GEOID18 height accuracy estimate available here.
 DI8961
 DI8961.Click photographs - Photos may exist for this station.
 DI8961
 DI8961.The dynamic height is computed by dividing the NAVD 88
 DI8961.geopotential number by the normal gravity value computed on the
 DI8961.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DI8961.degrees latitude (g = 980.6199 gals.).
 DI8961
 DI8961.The modeled gravity was interpolated from observed gravity values.
 DI8961
 DI8961;                    North         East    Units  Estimated Accuracy
 DI8961;SPC MN C     -   248,025.      782,706.      MT  (+/- 10 meters HH2 GPS)
 DI8961
 DI8961_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUM8650131946(NAD 83)
 DI8961
 DI8961                          SUPERSEDED SURVEY CONTROL
 DI8961
 DI8961.No superseded survey control is available for this station.
 DI8961
 DI8961_MARKER: DD = SURVEY DISK
 DI8961_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DI8961_SP_SET: BRIDGE ABUTMANT
 DI8961_STAMPING: 1115 L 1 1984
 DI8961_MARK LOGO: MN-021
 DI8961_MAGNETIC: N = NO MAGNETIC MATERIAL
 DI8961_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DI8961_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DI8961+SATELLITE: SATELLITE OBSERVATIONS - June 07, 2006
 DI8961
 DI8961  HISTORY     - Date     Condition        Report By
 DI8961  HISTORY     - 1984     MONUMENTED       MN-021
 DI8961  HISTORY     - 20060607 GOOD             MNDT
 DI8961
 DI8961                          STATION DESCRIPTION
 DI8961
 DI8961'DESCRIBED BY MN DEPT OF TRANSP 2006 (VC)
 DI8961'THE MARK IS IN PILLAGER, IN ABUTMENT IN SOUTHEAST CORNER OF COUNTY
 DI8961'ROAD 1 BRIDGE NUMBER 11512 OVER PILLAGER CREEK, ABOUT 500 FT (152.4 M)
 DI8961'SOUTH ALONG COUNTY ROAD 1 FROM THE JUNCTION OF TRUNK HIGHWAY 210 AND
 DI8961'COUNTY ROAD 1 IN PILLAGER, 24.5 FEET (7.5 M) EAST OF COUNTY ROAD 1, NO
 DI8961'WITNESS POST SET.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 RO0189 ***********************************************************************
 RO0189  DESIGNATION -  1115 M
 RO0189  PID         -  RO0189
 RO0189  STATE/COUNTY-  MN/CASS
 RO0189  COUNTRY     -  US
 RO0189  USGS QUAD   -  PILLAGER (2019)
 RO0189
 RO0189                         *CURRENT SURVEY CONTROL
 RO0189  ______________________________________________________________________
 RO0189* NAD 83(2011) POSITION- 46 20 13.42083(N) 094 25 29.80891(W)   ADJUSTED
 RO0189* NAD 83(2011) ELLIP HT-   340.588 (meters)        (06/27/12)   ADJUSTED
 RO0189* NAD 83(2011) EPOCH   -  2010.00
 RO0189* NAVD 88 ORTHO HEIGHT -   367.762 (meters)     1206.57  (feet) ADJUSTED
 RO0189  ______________________________________________________________________
 RO0189  GEOID HEIGHT    -        -27.163 (meters)                     GEOID18
 RO0189  NAD 83(2011) X  -   -340,363.262 (meters)                     COMP
 RO0189  NAD 83(2011) Y  - -4,398,378.480 (meters)                     COMP
 RO0189  NAD 83(2011) Z  -  4,591,440.519 (meters)                     COMP
 RO0189  LAPLACE CORR    -         -0.33  (seconds)                    DEFLEC18
 RO0189  DYNAMIC HEIGHT  -        367.774 (meters)     1206.61  (feet) COMP
 RO0189  MODELED GRAVITY -    980,636.0   (mgal)                       NAVD 88
 RO0189
 RO0189  VERT ORDER      -  SECOND    CLASS I
 RO0189
 RO0189  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 RO0189  Standards:
 RO0189         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 RO0189            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 RO0189  -------------------------------------------------------------------
 RO0189  NETWORK    0.65   0.80           0.31   0.20   0.41      0.07562967
 RO0189  -------------------------------------------------------------------
 RO0189  Click here for local accuracies and other accuracy information.
 RO0189
 RO0189.The horizontal coordinates were established by GPS observations
 RO0189.and adjusted by the National Geodetic Survey in June 2012.
 RO0189
 RO0189.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 RO0189.been affixed to the stable North American tectonic plate. See 
 RO0189.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 RO0189
 RO0189.The horizontal coordinates are valid at the epoch date displayed above
 RO0189.which is a decimal equivalence of Year/Month/Day.
 RO0189
 RO0189.The orthometric height was determined by differential leveling and
 RO0189.adjusted by the NATIONAL GEODETIC SURVEY
 RO0189.in June 1991.
 RO0189
 RO0189.Significant digits in the geoid height do not necessarily reflect accuracy.
 RO0189.GEOID18 height accuracy estimate available here.
 RO0189
 RO0189.Click photographs - Photos may exist for this station.
 RO0189
 RO0189.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 RO0189
 RO0189.The Laplace correction was computed from DEFLEC18 derived deflections.
 RO0189
 RO0189.The ellipsoidal height was determined by GPS observations
 RO0189.and is referenced to NAD 83.
 RO0189
 RO0189.The dynamic height is computed by dividing the NAVD 88
 RO0189.geopotential number by the normal gravity value computed on the
 RO0189.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RO0189.degrees latitude (g = 980.6199 gals.).
 RO0189
 RO0189.The modeled gravity was interpolated from observed gravity values.
 RO0189
 RO0189. The following values were computed from the NAD 83(2011) position.
 RO0189
 RO0189;                    North         East     Units Scale Factor Converg.
 RO0189;SPC MN C     -   248,624.056   786,531.620   MT  0.99992202   -0 07 35.6
 RO0189;SPC MN C     -   815,694.09  2,580,479.16   sFT  0.99992202   -0 07 35.6
 RO0189;UTM  15      - 5,132,485.032   390,335.470   MT  0.99974783   -1 01 51.3
 RO0189
 RO0189!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RO0189!SPC MN C     -   0.99994661  x   0.99992202  =   0.99986864
 RO0189!UTM  15      -   0.99994661  x   0.99974783  =   0.99969446
 RO0189
 RO0189_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUM9033532485(NAD 83)
 RO0189
 RO0189                          SUPERSEDED SURVEY CONTROL
 RO0189
 RO0189  NAD 83(2007)-  46 20 13.42096(N)    094 25 29.80969(W) AD(2002.00) 0
 RO0189  ELLIP H (02/10/07)  340.625  (m)                       GP(2002.00)    
 RO0189  NAD 83(1996)-  46 20 13.42067(N)    094 25 29.80914(W) AD(       ) 1
 RO0189  ELLIP H (10/22/03)  340.655  (m)                       GP(       ) 4 1
 RO0189  NAVD 88             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
 RO0189.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RO0189.See file dsdata.pdf to determine how the superseded data were derived.
 RO0189
 RO0189_MARKER: DV = VERTICAL CONTROL DISK
 RO0189_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 RO0189_STAMPING: 1115 M 1973
 RO0189_MARK LOGO: MNHD
 RO0189_PROJECTION: FLUSH
 RO0189_MAGNETIC: I = MARKER IS A STEEL ROD
 RO0189_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RO0189_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 RO0189+SATELLITE: SATELLITE OBSERVATIONS - May 04, 2023
 RO0189
 RO0189  HISTORY     - Date     Condition        Report By
 RO0189  HISTORY     - 1973     MONUMENTED       MNHD
 RO0189  HISTORY     - 20000626 GOOD             MNDT
 RO0189  HISTORY     - 20060607 GOOD             MNDT
 RO0189  HISTORY     - 20230504 GOOD             MNDT
 RO0189
 RO0189                          STATION DESCRIPTION
 RO0189
 RO0189'DESCRIBED BY MN HIGHWAY DEPT 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, T133N, R30W.
 RO0189
 RO0189                          STATION RECOVERY (2000)
 RO0189
 RO0189'RECOVERY NOTE BY MN DEPT OF TRANSP 2000 (DKH)
 RO0189'RECOVERED 2.5 MILES EAST OF PILLAGER, 101.3 FT SOUTH OF TH 210 AT MP
 RO0189'111.7, 62 FT NORTH OF NORTH RR RAIL, 1.5 FT NORTH OF WITNESS POST,
 RO0189'168.6 FT OF 610 STENCIL, FLUSH.
 RO0189
 RO0189                          STATION RECOVERY (2006)
 RO0189
 RO0189'RECOVERY NOTE BY MN DEPT OF TRANSP 2006 (VC)
 RO0189'THE MARK IS 2.5 MILES (4.0 KM) EAST OF THE JUNCTION OF TRUNK HIGHWAY
 RO0189'210 AND COUNTY ROAD 1 AT PILLAGER,
 RO0189'
 RO0189'101.3 FEET (30.9 M) SOUTH OF TRUNK HIGHWAY 210, AT TRUNK HIGHWAY 210
 RO0189'MILE POINT 111.7, 62 FEET (18.9 M) NORTH OF NORTH RAIL OF RAILROAD,
 RO0189'1.5 FEET (0.5 M) NORTH OF A WITNESS POST.
 RO0189
 RO0189                          STATION RECOVERY (2023)
 RO0189
 RO0189'RECOVERY NOTE BY MN DEPT OF TRANSP 2023 (TJD)
 RO0189'2.5 MI (4.0 KM) EAST OF THE JUNCTION OF TRUNK HIGHWAY 210 AND COUNTY
 RO0189'ROAD 1 AT PILLAGER, 101.3 FT (30.9 M) SOUTH OF TRUNK HIGHWAY 210, AT
 RO0189'TRUNK HIGHWAY 210 MILE POINT 111.7, 62.0 FT (18.9 M) NORTH OF THE
 RO0189'NORTH RAIL OF A RAILROAD, 1.5 FT (0.5 M) NORTH OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 RO0188 ***********************************************************************
 RO0188  DESIGNATION -  1115 N
 RO0188  PID         -  RO0188
 RO0188  STATE/COUNTY-  MN/CASS
 RO0188  COUNTRY     -  US
 RO0188  USGS QUAD   -  PILLAGER (2019)
 RO0188
 RO0188                         *CURRENT SURVEY CONTROL
 RO0188  ______________________________________________________________________
 RO0188* NAD 83(2011) POSITION- 46 20 08.76625(N) 094 24 14.74011(W)   ADJUSTED
 RO0188* NAD 83(2011) ELLIP HT-   340.714 (meters)        (06/27/12)   ADJUSTED
 RO0188* NAD 83(2011) EPOCH   -  2010.00
 RO0188* NAVD 88 ORTHO HEIGHT -   367.880 (meters)     1206.95  (feet) ADJUSTED
 RO0188  ______________________________________________________________________
 RO0188  GEOID HEIGHT    -        -27.163 (meters)                     GEOID18
 RO0188  NAD 83(2011) X  -   -338,770.468 (meters)                     COMP
 RO0188  NAD 83(2011) Y  - -4,398,605.815 (meters)                     COMP
 RO0188  NAD 83(2011) Z  -  4,591,341.377 (meters)                     COMP
 RO0188  LAPLACE CORR    -         -0.52  (seconds)                    DEFLEC18
 RO0188  DYNAMIC HEIGHT  -        367.893 (meters)     1207.00  (feet) COMP
 RO0188  MODELED GRAVITY -    980,637.6   (mgal)                       NAVD 88
 RO0188
 RO0188  VERT ORDER      -  SECOND    CLASS I
 RO0188
 RO0188  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 RO0188  Standards:
 RO0188         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 RO0188            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 RO0188  -------------------------------------------------------------------
 RO0188  NETWORK    0.78   0.84           0.37   0.24   0.43     -0.02023662
 RO0188  -------------------------------------------------------------------
 RO0188  Click here for local accuracies and other accuracy information.
 RO0188
 RO0188.The horizontal coordinates were established by GPS observations
 RO0188.and adjusted by the National Geodetic Survey in June 2012.
 RO0188
 RO0188.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 RO0188.been affixed to the stable North American tectonic plate. See 
 RO0188.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 RO0188
 RO0188.The horizontal coordinates are valid at the epoch date displayed above
 RO0188.which is a decimal equivalence of Year/Month/Day.
 RO0188
 RO0188.The orthometric height was determined by differential leveling and
 RO0188.adjusted by the NATIONAL GEODETIC SURVEY
 RO0188.in January 2008.
 RO0188
 RO0188.Significant digits in the geoid height do not necessarily reflect accuracy.
 RO0188.GEOID18 height accuracy estimate available here.
 RO0188
 RO0188.Click photographs - Photos may exist for this station.
 RO0188
 RO0188.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 RO0188
 RO0188.The Laplace correction was computed from DEFLEC18 derived deflections.
 RO0188
 RO0188.The ellipsoidal height was determined by GPS observations
 RO0188.and is referenced to NAD 83.
 RO0188
 RO0188.The dynamic height is computed by dividing the NAVD 88
 RO0188.geopotential number by the normal gravity value computed on the
 RO0188.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RO0188.degrees latitude (g = 980.6199 gals.).
 RO0188
 RO0188.The modeled gravity was interpolated from observed gravity values.
 RO0188
 RO0188. The following values were computed from the NAD 83(2011) position.
 RO0188
 RO0188;                    North         East     Units Scale Factor Converg.
 RO0188;SPC MN C     -   248,477.012   788,136.675   MT  0.99992202   -0 06 41.3
 RO0188;SPC MN C     -   815,211.66  2,585,745.07   sFT  0.99992202   -0 06 41.3
 RO0188;UTM  15      - 5,132,312.704   391,937.722   MT  0.99974354   -1 00 56.9
 RO0188
 RO0188!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RO0188!SPC MN C     -   0.99994659  x   0.99992202  =   0.99986862
 RO0188!UTM  15      -   0.99994659  x   0.99974354  =   0.99969015
 RO0188
 RO0188_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUM9193732312(NAD 83)
 RO0188
 RO0188                          SUPERSEDED SURVEY CONTROL
 RO0188
 RO0188  NAD 83(2007)-  46 20 08.76636(N)    094 24 14.74077(W) AD(2002.00) 0
 RO0188  ELLIP H (02/10/07)  340.755  (m)                       GP(2002.00)    
 RO0188  NAD 83(1996)-  46 20 08.76607(N)    094 24 14.74013(W) AD(       ) 1
 RO0188  ELLIP H (10/22/03)  340.791  (m)                       GP(       ) 4 1
 RO0188  NAVD 88             367.88   (m)         1207.0    (f) LEVELING    3  
 RO0188  NAVD 88 (06/15/91)  367.884  (m)         1206.97   (f) SUPERSEDED  2 0
 RO0188  NGVD 29 (??/??/92)  367.696  (m)         1206.35   (f) ADJ UNCH    2 0
 RO0188
 RO0188.Superseded values are not recommended for survey control.
 RO0188
 RO0188.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RO0188.See file dsdata.pdf to determine how the superseded data were derived.
 RO0188
 RO0188_MARKER: DV = VERTICAL CONTROL DISK
 RO0188_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 RO0188_STAMPING: 1115 N 1973
 RO0188_MARK LOGO: MNHD
 RO0188_PROJECTION: FLUSH
 RO0188_MAGNETIC: I = MARKER IS A STEEL ROD
 RO0188_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RO0188_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 RO0188+SATELLITE: SATELLITE OBSERVATIONS - May 04, 2023
 RO0188
 RO0188  HISTORY     - Date     Condition        Report By
 RO0188  HISTORY     - 1973     MONUMENTED       MNHD
 RO0188  HISTORY     - 20000626 GOOD             MNDT
 RO0188  HISTORY     - 20050810 GOOD             MNDT
 RO0188  HISTORY     - 20230504 GOOD             MNDT
 RO0188
 RO0188                          STATION DESCRIPTION
 RO0188
 RO0188'DESCRIBED BY MN HIGHWAY DEPT 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, T133N, R30W.
 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) NORTH-NORTHEAST OF CABLE MARKER, 94 FT (28.7 M) NORTH OF TH
 RO0188'210, 98.6 FT NORTH OF BRASS PLUG, 101.2 FT NORTH-NORTHWEST OF 665
 RO0188'STENCIL, 130.6 FT EAST OF FENCE CORNER, 2.2 FT WEST-SOUTHWEST OF RW
 RO0188'MARKER, 1.1 FT SOUTH OF WITNESS POST, FLUSH.
 RO0188
 RO0188                          STATION RECOVERY (2005)
 RO0188
 RO0188'RECOVERY NOTE BY MN DEPT OF TRANSP 2005 (KNB)
 RO0188'THE MARK IS 3.5 MILES (5.6 KM) EAST OF THE JUNCTION OF COUNTY ROAD 1
 RO0188'AND TRUNK HIGHWAY 210 AT PILLAGER, AT TRUNK HIGHWAY 210 MILE POINT
 RO0188'112.7, 98.6 FEET (30.1 M) NORTH OF BRASS PLUG, 101.2 FEET (30.8 M)
 RO0188'NORTH-NORTHWEST OF STATION STENCIL 665, 130.6 FEET (39.8 M) EAST OF A
 RO0188'FENCE CORNER, 27 FEET (8.2 M) NORTH OF FIELD ROAD, 18.7 FEET (5.7 M)
 RO0188'NORTH-NORTHEAST OF TELEPHONE PEDESTAL POST, 2.2 FEET (0.7 M)
 RO0188'WEST-SOUTHWEST OF RIGHT OF WAY MARKER/WITNESS POST, 1.1 FEET (0.3 M)
 RO0188'SOUTH OF A WITNESS POST.
 RO0188
 RO0188                          STATION RECOVERY (2023)
 RO0188
 RO0188'RECOVERY NOTE BY MN DEPT OF TRANSP 2023 (TJD)
 RO0188'3.5 MI (5.6 KM) EAST OF THE JUNCTION OF COUNTY ROAD 1 AND TRUNK
 RO0188'HIGHWAY 210 AT PILLAGER, AT TRUNK HIGHWAY 210 MILE POINT 112.7, 98.6
 RO0188'FT (30.1 M) NORTH OF A BRASS PLUG, 101.2 FT (30.8 M) NORTH-NORTHWEST
 RO0188'OF STATION STENCIL 665, 130.6 FT (39.8 M) EAST OF A FENCE CORNER, 27.0
 RO0188'FT (8.2 M) NORTH OF A FIELD ROAD, 18.7 FT (5.7 M) NORTH-NORTHEAST OF A
 RO0188'TELEPHONE PEDESTAL POST, 2.2 FT (0.7 M) WEST-SOUTHWEST OF A WITNESS
 RO0188'POST, 1.1 FT (0.3 M) SOUTH OF A RIGHT-OF-WAY POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 RO0186 ***********************************************************************
 RO0186  DESIGNATION -  1115 Q
 RO0186  PID         -  RO0186
 RO0186  STATE/COUNTY-  MN/CASS
 RO0186  COUNTRY     -  US
 RO0186  USGS QUAD   -  BAXTER (2019)
 RO0186
 RO0186                         *CURRENT SURVEY CONTROL
 RO0186  ______________________________________________________________________
 RO0186* NAD 83(1986) POSITION- 46 20 08.92   (N) 094 22 09.34   (W)   HD_HELD1
 RO0186* NAVD 88 ORTHO HEIGHT -   366.929 (meters)     1203.83  (feet) ADJUSTED
 RO0186  ______________________________________________________________________
 RO0186  GEOID HEIGHT    -        -27.172 (meters)                     GEOID18
 RO0186  DYNAMIC HEIGHT  -        366.941 (meters)     1203.87  (feet) COMP
 RO0186  MODELED GRAVITY -    980,636.5   (mgal)                       NAVD 88
 RO0186
 RO0186  VERT ORDER      -  SECOND    CLASS I
 RO0186
 RO0186.The horizontal coordinates were determined by differentially corrected
 RO0186.hand held GPS observations or other comparable positioning techniques
 RO0186.and have an estimated accuracy of +/- 3 meters.
 RO0186
 RO0186.The orthometric height was determined by differential leveling and
 RO0186.adjusted by the NATIONAL GEODETIC SURVEY
 RO0186.in June 1991.
 RO0186
 RO0186.Significant digits in the geoid height do not necessarily reflect accuracy.
 RO0186.GEOID18 height accuracy estimate available here.
 RO0186
 RO0186.Click photographs - Photos may exist for this station.
 RO0186
 RO0186.The dynamic height is computed by dividing the NAVD 88
 RO0186.geopotential number by the normal gravity value computed on the
 RO0186.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RO0186.degrees latitude (g = 980.6199 gals.).
 RO0186
 RO0186.The modeled gravity was interpolated from observed gravity values.
 RO0186
 RO0186;                    North         East    Units  Estimated Accuracy
 RO0186;SPC MN C     -   248,477.1     790,818.4     MT  (+/- 3 meters HH1 GPS) 
 RO0186
 RO0186_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUM9461832270(NAD 83)
 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
 RO0186.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RO0186.See file dsdata.pdf to determine how the superseded data were derived.
 RO0186
 RO0186_MARKER: DV = VERTICAL CONTROL DISK
 RO0186_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 RO0186_STAMPING: 1115 Q 1973
 RO0186_MARK LOGO: MNHD
 RO0186_PROJECTION: FLUSH
 RO0186_MAGNETIC: I = MARKER IS A STEEL ROD
 RO0186_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RO0186_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 RO0186+SATELLITE: SATELLITE OBSERVATIONS - May 09, 2023
 RO0186
 RO0186  HISTORY     - Date     Condition        Report By
 RO0186  HISTORY     - 1973     MONUMENTED       MNHD
 RO0186  HISTORY     - 20000620 GOOD             MNDT
 RO0186  HISTORY     - 20060607 GOOD             MNDT
 RO0186  HISTORY     - 20230509 GOOD             MNDT
 RO0186
 RO0186                          STATION DESCRIPTION
 RO0186
 RO0186'DESCRIBED BY MN HIGHWAY DEPT 1973
 RO0186'2 MI WEST FROM BAXTER.  IT IS 6.65 MILES MEASURED ALONG TRUNK HIGHWAY
 RO0186'210 FROM THE JUNCTION OF TRUNK HIGHWAY 210 AND 371 (1 MILE WEST OF
 RO0186'BRAINERD).  THENCE SOUTH ON GRAVEL TOWNSHIP ROAD OPPOSITE CASS COUNTY
 RO0186'ROAD 18 (TRUNK HIGHWAY 210 MILEPOST 114.35) FOR 0.15 MILE TO GULL
 RO0186'RIVER CEMETERY.  IT IS 34 FEET EAST OF TOWNSHIP ROAD, 1.8 FEET
 RO0186'NORTHWEST OF NORTHWEST CORNER FENCE POST OF GULL RIVER CEMETERY, 23
 RO0186'FEET EAST-SOUTHEAST OF A CORNER FENCE POST, 7 FEET NORTH OF NORTH
 RO0186'ENTRANCE TO CEMETERY AND 54.8 FEET NORTHWEST OF NORTHWEST CORNER OF
 RO0186'PETERSON HEADSTONE.  IT IS 0.8 FOOT WEST OF A STEEL WITNESS POST AND
 RO0186'IS ABOUT LEVEL WITH THE TOWNSHIP ROAD.  IT 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, T133N, R29W.
 RO0186
 RO0186                          STATION RECOVERY (2000)
 RO0186
 RO0186'RECOVERY NOTE BY MN DEPT OF TRANSP 2000 (DKH)
 RO0186'RECOVERED AS DESCRIBED, FLUSH, MAGNETIC.  TREES FROM NORTH TO 120
 RO0186'DEGREES EAST-SOUTHEAST.
 RO0186
 RO0186                          STATION RECOVERY (2006)
 RO0186
 RO0186'RECOVERY NOTE BY MN DEPT OF TRANSP 2006 (KNB)
 RO0186'THE MARK IS 2 MILES (3.2 KM) WEST OF BAXTER, 0.15 MILES (0.24 KM)
 RO0186'SOUTH OF TRUNK HIGHWAY 210, AT TRUNK HIGHWAY 210 MILE POINT 114.35, AT
 RO0186'THE JUNCTION OF TRUNK HIGHWAY 210 AND COUNTY ROAD 18 NORTH,
 RO0186'
 RO0186'34 FEET (10.4 M) EAST OF TOWNSHIP ROAD, 1.8 FEET (0.5 M) NORTHWEST OF
 RO0186'NORTHWEST CEMETERY FENCE CORNER, 54.8 FEET (16.7 M) NORTHWEST OF THE
 RO0186'NORTHWEST CORNER OF PETERSON HEADSTONE, 0.8 FEET (24.4 CM) WEST OF A
 RO0186'WITNESS POST.
 RO0186
 RO0186                          STATION RECOVERY (2023)
 RO0186
 RO0186'RECOVERY NOTE BY MN DEPT OF TRANSP 2023 (TJD)
 RO0186'2.0 MI (3.2 KM) WEST OF BAXTER, 0.15 MI (0.24 KM) SOUTH OF TRUNK
 RO0186'HIGHWAY 210, AT TRUNK HIGHWAY 210 MILE POINT 114.35, AT THE JUNCTION
 RO0186'OF TRUNK HIGHWAY 210 AND COUNTY ROAD 18 NORTH, 34.0 FT (10.4 M) EAST
 RO0186'OF A TOWNSHIP ROAD, 1.8 FT (0.5 M) NORTHWEST OF THE NORTHWEST CEMETERY
 RO0186'FENCE CORNER, 54.8 FT (16.7 M) NORTHWEST OF THE NORTHWEST CORNER OF
 RO0186'THE PETERSON HEAD STONE, 0.8 FT (24 CM) WEST OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 RO0183 ***********************************************************************
 RO0183  DESIGNATION -  1115 S
 RO0183  PID         -  RO0183
 RO0183  STATE/COUNTY-  MN/CASS
 RO0183  COUNTRY     -  US
 RO0183  USGS QUAD   -  BAXTER (2019)
 RO0183
 RO0183                         *CURRENT SURVEY CONTROL
 RO0183  ______________________________________________________________________
 RO0183* NAD 83(2011) POSITION- 46 20 28.30197(N) 094 19 40.49105(W)   ADJUSTED
 RO0183* NAD 83(2011) ELLIP HT-   337.712 (meters)        (06/27/12)   ADJUSTED
 RO0183* NAD 83(2011) EPOCH   -  2010.00
 RO0183* NAVD 88 ORTHO HEIGHT -   364.902 (meters)     1197.18  (feet) ADJUSTED
 RO0183  ______________________________________________________________________
 RO0183  GEOID HEIGHT    -        -27.200 (meters)                     GEOID18
 RO0183  NAD 83(2011) X  -   -332,888.708 (meters)                     COMP
 RO0183  NAD 83(2011) Y  - -4,398,615.130 (meters)                     COMP
 RO0183  NAD 83(2011) Z  -  4,591,755.681 (meters)                     COMP
 RO0183  LAPLACE CORR    -         -1.11  (seconds)                    DEFLEC18
 RO0183  DYNAMIC HEIGHT  -        364.915 (meters)     1197.23  (feet) COMP
 RO0183  MODELED GRAVITY -    980,638.2   (mgal)                       NAVD 88
 RO0183
 RO0183  VERT ORDER      -  SECOND    CLASS I
 RO0183
 RO0183  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 RO0183  Standards:
 RO0183         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 RO0183            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 RO0183  -------------------------------------------------------------------
 RO0183  NETWORK    0.52   0.86           0.24   0.18   0.44      0.03224556
 RO0183  -------------------------------------------------------------------
 RO0183  Click here for local accuracies and other accuracy information.
 RO0183
 RO0183.The horizontal coordinates were established by GPS observations
 RO0183.and adjusted by the National Geodetic Survey in June 2012.
 RO0183
 RO0183.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 RO0183.been affixed to the stable North American tectonic plate. See 
 RO0183.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 RO0183
 RO0183.The horizontal coordinates are valid at the epoch date displayed above
 RO0183.which is a decimal equivalence of Year/Month/Day.
 RO0183
 RO0183.The orthometric height was determined by differential leveling and
 RO0183.adjusted by the NATIONAL GEODETIC SURVEY
 RO0183.in June 1991.
 RO0183
 RO0183.Significant digits in the geoid height do not necessarily reflect accuracy.
 RO0183.GEOID18 height accuracy estimate available here.
 RO0183
 RO0183.Click photographs - Photos may exist for this station.
 RO0183
 RO0183.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 RO0183
 RO0183.The Laplace correction was computed from DEFLEC18 derived deflections.
 RO0183
 RO0183.The ellipsoidal height was determined by GPS observations
 RO0183.and is referenced to NAD 83.
 RO0183
 RO0183.The dynamic height is computed by dividing the NAVD 88
 RO0183.geopotential number by the normal gravity value computed on the
 RO0183.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RO0183.degrees latitude (g = 980.6199 gals.).
 RO0183
 RO0183.The modeled gravity was interpolated from observed gravity values.
 RO0183
 RO0183. The following values were computed from the NAD 83(2011) position.
 RO0183
 RO0183;                    North         East     Units Scale Factor Converg.
 RO0183;SPC MN C     -   249,071.584   794,002.184   MT  0.99992203   -0 03 22.9
 RO0183;SPC MN C     -   817,162.36  2,604,988.83   sFT  0.99992203   -0 03 22.9
 RO0183;UTM  15      - 5,132,814.528   397,810.791   MT  0.99972836   -0 57 38.8
 RO0183
 RO0183!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RO0183!SPC MN C     -   0.99994706  x   0.99992203  =   0.99986910
 RO0183!UTM  15      -   0.99994706  x   0.99972836  =   0.99967544
 RO0183
 RO0183_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUM9781032814(NAD 83)
 RO0183
 RO0183                          SUPERSEDED SURVEY CONTROL
 RO0183
 RO0183  NAD 83(2007)-  46 20 28.30194(N)    094 19 40.49181(W) AD(2002.00) 0
 RO0183  ELLIP H (02/10/07)  337.747  (m)                       GP(2002.00)    
 RO0183  NAD 83(1996)-  46 20 28.30163(N)    094 19 40.49111(W) AD(       ) 1
 RO0183  ELLIP H (10/22/03)  337.782  (m)                       GP(       ) 4 1
 RO0183  NAVD 88             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
 RO0183.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RO0183.See file dsdata.pdf to determine how the superseded data were derived.
 RO0183
 RO0183_MARKER: DV = VERTICAL CONTROL DISK
 RO0183_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 RO0183_STAMPING: 1115 S 1973
 RO0183_MARK LOGO: MNHD
 RO0183_PROJECTION: FLUSH
 RO0183_MAGNETIC: I = MARKER IS A STEEL ROD
 RO0183_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RO0183_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 RO0183+SATELLITE: SATELLITE OBSERVATIONS - November 15, 2023
 RO0183
 RO0183  HISTORY     - Date     Condition        Report By
 RO0183  HISTORY     - 1973     MONUMENTED       MNHD
 RO0183  HISTORY     - 20000626 GOOD             MNDT
 RO0183  HISTORY     - 20000705 GOOD             MNDT
 RO0183  HISTORY     - 20060607 GOOD             MNDT
 RO0183  HISTORY     - 20170425 GOOD             MNDT
 RO0183  HISTORY     - 20200122 GOOD             MNDT
 RO0183  HISTORY     - 20230509 GOOD             MNDT
 RO0183  HISTORY     - 20231115 GOOD             MNDT
 RO0183
 RO0183                          STATION DESCRIPTION
 RO0183
 RO0183'DESCRIBED BY MN HIGHWAY DEPT 1973
 RO0183'IN BAXTER.
 RO0183'THE MARK IS 4.6 MILES WEST MEASURED ALONG TRUNK HIGHWAY 210 FROM THE
 RO0183'JUNCTION OF TRUNK HIGHWAYS 210 AND 371 (1 MILE WEST OF BRAINERD) AT
 RO0183'TRUNK HIGHWAY 210 MILEPOST 116.4.  IT IS 107.3 FEET SOUTH OF TRUNK
 RO0183'HIGHWAY 210, 57.0 FEET NORTH OF THE NORTH RAIL OF OF THE BURLINGTON
 RO0183'NORTHERN RAILROAD, 32.5 FEET EAST-SOUTHEAST POWER POLE (NORTH-SOUTH
 RO0183'POWER LINE) AND 77 FEET WEST OF CROW WING-CASS COUNTY LINE.  IT IS 1.1
 RO0183'FEET NORTH OF A STEEL WITNESS POST AND IS ABOUT 2 FEET HIGHER THAN
 RO0183'TRUNK HIGHWAY 210.  IT IS CRIMPED ON A 5/8 INCH DIAMETER BY 32 FOOT
 RO0183'LONG COPPER-COATED STEEL ROD DRIVEN FLUSH WITH THE GROUND.  SE 1/4
 RO0183'SECTION 9, T 133 N, R 29 W.
 RO0183
 RO0183                          STATION RECOVERY (2000)
 RO0183
 RO0183'RECOVERY NOTE BY MN DEPT OF TRANSP 2000 (DKH)
 RO0183'THE MARK WAS RECOVERED AS DESCRIBED.
 RO0183
 RO0183                          STATION RECOVERY (2000)
 RO0183
 RO0183'RECOVERY NOTE BY MN DEPT OF TRANSP 2000 (DGH)
 RO0183'THE MARK WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.
 RO0183
 RO0183                          STATION RECOVERY (2006)
 RO0183
 RO0183'RECOVERY NOTE BY MN DEPT OF TRANSP 2006 (VC)
 RO0183'THE MARK IS 2.5 MILES (4.0 KM) WEST OF BAXTER, 4.6 MILES (7.4 KM) WEST
 RO0183'OF WEST JUNCTION OF TRUNK HIGHWAY 210 AND TRUNK HIGHWAY 371 AT
 RO0183'BRAINERD, 107.3 FEET (32.7 M) SOUTH OF TRUNK HIGHWAY 210, AT TRUNK
 RO0183'HIGHWAY 210 MILE POINT 116.4,
 RO0183'
 RO0183'57 FEET (17.4 M) NORTH OF NORTH RAIL OF RAILROAD, 32.5 FEET (9.9 M)
 RO0183'EAST-SOUTHEAST OF A POWER POLE, 77 FEET (23.5 M) WEST OF COUNTY LINE,
 RO0183'1.1 FEET (0.3 M) NORTH OF A WITNESS POST.
 RO0183
 RO0183                          STATION RECOVERY (2017)
 RO0183
 RO0183'RECOVERY NOTE BY MN DEPT OF TRANSP 2017 (DAS)
 RO0183'RECOVERED IN GOOD CONDITION.
 RO0183
 RO0183                          STATION RECOVERY (2020)
 RO0183
 RO0183'RECOVERY NOTE BY MN DEPT OF TRANSP 2020 (DAS)
 RO0183'RECOVERED IN GOOD CONDITION.
 RO0183
 RO0183                          STATION RECOVERY (2023)
 RO0183
 RO0183'RECOVERY NOTE BY MN DEPT OF TRANSP 2023 (TJD)
 RO0183'2.5 MI (4.0 KM) WEST OF BAXTER, 4.6 MI (7.4 KM) WEST OF THE WEST
 RO0183'JUNCTION OF TRUNK HIGHWAY 210 AND TRUNK HIGHWAY 371 AT BRAINERD, AT
 RO0183'TRUNK HIGHWAY 210 MILE POINT 116.4, 107.3 FT (32.7 M) SOUTH OF TRUNK
 RO0183'HIGHWAY 210, 57.0 FT (17.4 M) NORTH OF THE NORTH RAIL OF A RAILROAD,
 RO0183'77.0 FT (23.5 M) WEST OF THE COUNTY LINE, 32.5 FT (9.9 M)
 RO0183'EAST-SOUTHEAST OF A POWER POLE, 1.1 FT (0.3 M) NORTH OF A WITNESS
 RO0183'POST.
 RO0183
 RO0183                          STATION RECOVERY (2023)
 RO0183
 RO0183'RECOVERY NOTE BY MN DEPT OF TRANSP 2023 (RXJ)
 RO0183'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 AJ4459 ***********************************************************************
 AJ4459  DESIGNATION -  1115 T
 AJ4459  PID         -  AJ4459
 AJ4459  STATE/COUNTY-  MN/MORRISON
 AJ4459  COUNTRY     -  US
 AJ4459  USGS QUAD   -  MOTLEY (2019)
 AJ4459
 AJ4459                         *CURRENT SURVEY CONTROL
 AJ4459  ______________________________________________________________________
 AJ4459* NAD 83(2011) POSITION- 46 20 29.56505(N) 094 38 42.71478(W)   ADJUSTED
 AJ4459* NAD 83(2011) ELLIP HT-   348.317 (meters)        (06/27/12)   ADJUSTED
 AJ4459* NAD 83(2011) EPOCH   -  2010.00
 AJ4459* NAVD 88 ORTHO HEIGHT -   375.471 (meters)     1231.86  (feet) ADJUSTED
 AJ4459  ______________________________________________________________________
 AJ4459  GEOID HEIGHT    -        -27.153 (meters)                     GEOID18
 AJ4459  NAD 83(2011) X  -   -357,239.809 (meters)                     COMP
 AJ4459  NAD 83(2011) Y  - -4,396,683.446 (meters)                     COMP
 AJ4459  NAD 83(2011) Z  -  4,591,790.279 (meters)                     COMP
 AJ4459  LAPLACE CORR    -         -0.80  (seconds)                    DEFLEC18
 AJ4459  DYNAMIC HEIGHT  -        375.478 (meters)     1231.88  (feet) COMP
 AJ4459  MODELED GRAVITY -    980,620.6   (mgal)                       NAVD 88
 AJ4459
 AJ4459  VERT ORDER      -  SECOND    CLASS I
 AJ4459
 AJ4459  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AJ4459  Standards:
 AJ4459         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AJ4459            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AJ4459  -------------------------------------------------------------------
 AJ4459  NETWORK    0.30   0.43           0.14   0.10   0.22      0.03209319
 AJ4459  -------------------------------------------------------------------
 AJ4459  Click here for local accuracies and other accuracy information.
 AJ4459
 AJ4459.The horizontal coordinates were established by GPS observations
 AJ4459.and adjusted by the National Geodetic Survey in June 2012.
 AJ4459
 AJ4459.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AJ4459.been affixed to the stable North American tectonic plate. See 
 AJ4459.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AJ4459
 AJ4459.The horizontal coordinates are valid at the epoch date displayed above
 AJ4459.which is a decimal equivalence of Year/Month/Day.
 AJ4459
 AJ4459.The orthometric height was determined by differential leveling and
 AJ4459.adjusted by the NATIONAL GEODETIC SURVEY
 AJ4459.in June 2004.
 AJ4459
 AJ4459.Significant digits in the geoid height do not necessarily reflect accuracy.
 AJ4459.GEOID18 height accuracy estimate available here.
 AJ4459
 AJ4459.Click photographs - Photos may exist for this station.
 AJ4459
 AJ4459.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ4459
 AJ4459.The Laplace correction was computed from DEFLEC18 derived deflections.
 AJ4459
 AJ4459.The ellipsoidal height was determined by GPS observations
 AJ4459.and is referenced to NAD 83.
 AJ4459
 AJ4459.The dynamic height is computed by dividing the NAVD 88
 AJ4459.geopotential number by the normal gravity value computed on the
 AJ4459.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ4459.degrees latitude (g = 980.6199 gals.).
 AJ4459
 AJ4459.The modeled gravity was interpolated from observed gravity values.
 AJ4459
 AJ4459. The following values were computed from the NAD 83(2011) position.
 AJ4459
 AJ4459;                    North         East     Units Scale Factor Converg.
 AJ4459;SPC MN C     -   249,183.527   769,578.022   MT  0.99992203   -0 17 09.2
 AJ4459;SPC MN C     -   817,529.62  2,524,857.23   sFT  0.99992203   -0 17 09.2
 AJ4459;UTM  15      - 5,133,311.921   373,395.361   MT  0.99979703   -1 11 25.5
 AJ4459
 AJ4459!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ4459!SPC MN C     -   0.99994540  x   0.99992203  =   0.99986743
 AJ4459!UTM  15      -   0.99994540  x   0.99979703  =   0.99974244
 AJ4459
 AJ4459_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUM7339533311(NAD 83)
 AJ4459
 AJ4459|---------------------------------------------------------------------|
 AJ4459| PID    Reference Object                     Distance      Geod. Az  |
 AJ4459|                                                           dddmmss.s |
 AJ4459| RO0288 L 63                                391.621 METERS 18511     |
 AJ4459|---------------------------------------------------------------------|
 AJ4459
 AJ4459                          SUPERSEDED SURVEY CONTROL
 AJ4459
 AJ4459  NAD 83(2007)-  46 20 29.56505(N)    094 38 42.71579(W) AD(2002.00) 0
 AJ4459  ELLIP H (02/10/07)  348.355  (m)                       GP(2002.00)    
 AJ4459  NAD 83(1996)-  46 20 29.56485(N)    094 38 42.71541(W) AD(       ) 1
 AJ4459  ELLIP H (11/07/01)  348.383  (m)                       GP(       ) 4 1
 AJ4459  NAVD 88             375.47   (m)         1231.9    (f) LEVELING    3  
 AJ4459
 AJ4459.Superseded values are not recommended for survey control.
 AJ4459
 AJ4459.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ4459.See file dsdata.pdf to determine how the superseded data were derived.
 AJ4459
 AJ4459_MARKER: DV = VERTICAL CONTROL DISK
 AJ4459_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AJ4459_SP_SET: BRIDGE RAILING
 AJ4459_STAMPING: 1115 T 1999
 AJ4459_MARK LOGO: MNDT
 AJ4459_MAGNETIC: N = NO MAGNETIC MATERIAL
 AJ4459_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AJ4459_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AJ4459+SATELLITE: SATELLITE OBSERVATIONS - September 22, 2021
 AJ4459
 AJ4459  HISTORY     - Date     Condition        Report By
 AJ4459  HISTORY     - 1999     MONUMENTED       MNDT
 AJ4459  HISTORY     - 19991027 GOOD             MNDT
 AJ4459  HISTORY     - 20000627 GOOD             MNDT
 AJ4459  HISTORY     - 20060613 GOOD             MNDT
 AJ4459  HISTORY     - 20170517 GOOD             MNDT
 AJ4459  HISTORY     - 20210922 GOOD             MNDT
 AJ4459
 AJ4459                          STATION DESCRIPTION
 AJ4459
 AJ4459'DESCRIBED BY MN DEPT OF TRANSP 1999 (WAS)
 AJ4459'IN MOTLEY, IN TOP OF RAILING AT SE COR OF BRDG NO 49026 ON (TH 210
 AJ4459'OVER CROW WING RIVER) , 0.15 MI (0.24 KM) NE ALONG TH 210 FROM JCT OF
 AJ4459'TH 210 AND TH 10 IN MOTLEY, 33 FT (10.1 M) SE OF TH 210, 1.5 FT (0.5
 AJ4459'M) NE OF SE COR OF BRDG, 1.8 FT (0.5 M) ABOVE ROAD.  MARK WAS SET IN
 AJ4459'1990 UNSTAMPED, RECOVERED AND STAMPED IN 1999.
 AJ4459
 AJ4459                          STATION RECOVERY (2000)
 AJ4459
 AJ4459'RECOVERY NOTE BY MN DEPT OF TRANSP 2000 (DKH)
 AJ4459'IN MOTLEY, SE CORNER OF BRIDGE OVER CROW WING RIVER, 0.15 MI (0.24 KM)
 AJ4459'NE OF JCT TH 10 AND TH 210, 33 FT (10.1 M) SE OF TH 210, 1.5 FT (0.5
 AJ4459'M) NE OF SE CORNER OF BRIDGE, 1.8 FT (0.5 M) ABOVE ROAD.
 AJ4459
 AJ4459                          STATION RECOVERY (2006)
 AJ4459
 AJ4459'RECOVERY NOTE BY MN DEPT OF TRANSP 2006 (DAS)
 AJ4459'RECOVERED AS DESCRIBED.
 AJ4459
 AJ4459                          STATION RECOVERY (2017)
 AJ4459
 AJ4459'RECOVERY NOTE BY MN DEPT OF TRANSP 2017 (KMS)
 AJ4459'RECOVERED IN GOOD CONDITION.
 AJ4459
 AJ4459                          STATION RECOVERY (2021)
 AJ4459
 AJ4459'RECOVERY NOTE BY MN DEPT OF TRANSP 2021 (KMS)
 AJ4459'IN MOTLEY, IN THE BRIDGE RAILING IN THE SOUTHEAST CORNER OF TRUNK
 AJ4459'HIGHWAY 210 BRIDGE NUMBER 49026 OVER THE CROW WING RIVER, 0.15 MI
 AJ4459'(0.24 KM) NORTHEAST ALONG TRUNK HIGHWAY 210 FROM THE JUNCTION OF TRUNK
 AJ4459'HIGHWAY 210 AND TRUNK HIGHWAY 10 IN MOTLEY, AT TRUNK HIGHWAY 210 MILE
 AJ4459'POINT 100.95, 33.0 FT (10.1 M) SOUTHEAST OF EASTBOUND TRUNK HIGHWAY
 AJ4459'210, 1.5 FT (0.5 M) NORTHEAST OF THE SOUTHEAST CORNER OF A BRIDGE, 1.8
 AJ4459'FT (0.5 M) ABOVE A ROAD.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 AJ4464 ***********************************************************************
 AJ4464  DESIGNATION -  1115 U
 AJ4464  PID         -  AJ4464
 AJ4464  STATE/COUNTY-  MN/CASS
 AJ4464  COUNTRY     -  US
 AJ4464  USGS QUAD   -  MOTLEY (2019)
 AJ4464
 AJ4464                         *CURRENT SURVEY CONTROL
 AJ4464  ______________________________________________________________________
 AJ4464* NAD 83(1986) POSITION- 46 20 32.5    (N) 094 38 37.4    (W)   HD_HELD2
 AJ4464* NAVD 88 ORTHO HEIGHT -   374.846 (meters)     1229.81  (feet) ADJUSTED
 AJ4464  ______________________________________________________________________
 AJ4464  GEOID HEIGHT    -        -27.154 (meters)                     GEOID18
 AJ4464  DYNAMIC HEIGHT  -        374.852 (meters)     1229.83  (feet) COMP
 AJ4464  MODELED GRAVITY -    980,620.6   (mgal)                       NAVD 88
 AJ4464
 AJ4464  VERT ORDER      -  SECOND    CLASS I
 AJ4464
 AJ4464.The horizontal coordinates were established by autonomous hand held GPS
 AJ4464.observations and have an estimated accuracy of +/- 10 meters.
 AJ4464
 AJ4464.The orthometric height was determined by differential leveling and
 AJ4464.adjusted by the NATIONAL GEODETIC SURVEY
 AJ4464.in June 2004.
 AJ4464
 AJ4464.Significant digits in the geoid height do not necessarily reflect accuracy.
 AJ4464.GEOID18 height accuracy estimate available here.
 AJ4464
 AJ4464.Click photographs - Photos may exist for this station.
 AJ4464
 AJ4464.The dynamic height is computed by dividing the NAVD 88
 AJ4464.geopotential number by the normal gravity value computed on the
 AJ4464.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ4464.degrees latitude (g = 980.6199 gals.).
 AJ4464
 AJ4464.The modeled gravity was interpolated from observed gravity values.
 AJ4464
 AJ4464;                    North         East    Units  Estimated Accuracy
 AJ4464;SPC MN C     -   249,274.      769,692.      MT  (+/- 10 meters HH2 GPS)
 AJ4464
 AJ4464_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUM7351033400(NAD 83)
 AJ4464
 AJ4464                          SUPERSEDED SURVEY CONTROL
 AJ4464
 AJ4464.No superseded survey control is available for this station.
 AJ4464
 AJ4464_MARKER: DV = VERTICAL CONTROL DISK
 AJ4464_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AJ4464_SP_SET: BRIDGE RAILING
 AJ4464_STAMPING: 1115 U 1999
 AJ4464_MARK LOGO: MNDT
 AJ4464_MAGNETIC: N = NO MAGNETIC MATERIAL
 AJ4464_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AJ4464_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AJ4464+SATELLITE: SATELLITE OBSERVATIONS - May 17, 2017
 AJ4464
 AJ4464  HISTORY     - Date     Condition        Report By
 AJ4464  HISTORY     - 1990     MONUMENTED       MNDT
 AJ4464  HISTORY     - 19991027 GOOD             MNDT
 AJ4464  HISTORY     - 20060613 GOOD             MNDT
 AJ4464  HISTORY     - 20101129 GOOD             MNDT
 AJ4464  HISTORY     - 20170517 GOOD             MNDT
 AJ4464
 AJ4464                          STATION DESCRIPTION
 AJ4464
 AJ4464'DESCRIBED BY MN DEPT OF TRANSP 1999 (WAS)
 AJ4464'IN MOTLEY, IN TOP OF RAILING AT NE COR OF BRDG NO 49026 OVER CROW WING
 AJ4464'RIVER, 0.2 MI (0.3 KM) NE ALONG TH 210 FROM JCT OF TH 210 AND TH 10 IN
 AJ4464'MOTLEY, 32.9 FT (10.0 M) SE OF TH 210, 1.5 FT (0.5 M) SW OF NE END OF
 AJ4464'BRDG.MARK WAS SET IN 1990 UNSTAMPED, RECOVERED AND STAMPED IN 1999.
 AJ4464
 AJ4464                          STATION RECOVERY (2006)
 AJ4464
 AJ4464'RECOVERY NOTE BY MN DEPT OF TRANSP 2006 (DAS)
 AJ4464'THE MARK IS IN MOTLEY, IN ABUTMENT AT NORTHEAST CORNER OF TRUNK
 AJ4464'HIGHWAY BRIDGE NUMBER 49026 OVER CROW WING RIVER, 0.2 MILES (0.3 KM)
 AJ4464'NORTHEAST ALONG TRUNK HIGHWAY 210 FROM THE JUNCTION OF TRUNK HIGHWAY
 AJ4464'210 AND TRUNK HIGHWAY 10 IN MOTLEY, AT TRUNK HIGHWAY 210 MILE POINT
 AJ4464'100.98,
 AJ4464'
 AJ4464'32.9 FEET (10.0 M) SOUTHEAST OF TRUNK HIGHWAY 210, 1.5 FEET (0.5 M)
 AJ4464'SOUTHWEST OF NORTHEAST END OF BRIDGE.
 AJ4464
 AJ4464                          STATION RECOVERY (2010)
 AJ4464
 AJ4464'RECOVERY NOTE BY MN DEPT OF TRANSP 2010 (MPP)
 AJ4464'RECOVERED AS DESCRIBED.
 AJ4464
 AJ4464                          STATION RECOVERY (2017)
 AJ4464
 AJ4464'RECOVERY NOTE BY MN DEPT OF TRANSP 2017 (KMS)
 AJ4464'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DF8719 ***********************************************************************
 DF8719  DESIGNATION -  1115 U 1
 DF8719  PID         -  DF8719
 DF8719  STATE/COUNTY-  MN/CASS
 DF8719  COUNTRY     -  US
 DF8719  USGS QUAD   -  BAXTER (2019)
 DF8719
 DF8719                         *CURRENT SURVEY CONTROL
 DF8719  ______________________________________________________________________
 DF8719* NAD 83(2011) POSITION- 46 20 21.94670(N) 094 21 15.16136(W)   ADJUSTED
 DF8719* NAD 83(2011) ELLIP HT-   334.199 (meters)        (06/27/12)   ADJUSTED
 DF8719* NAD 83(2011) EPOCH   -  2010.00
 DF8719* NAVD 88 ORTHO HEIGHT -   361.379 (meters)     1185.62  (feet) ADJUSTED
 DF8719  ______________________________________________________________________
 DF8719  GEOID HEIGHT    -        -27.186 (meters)                     GEOID18
 DF8719  NAD 83(2011) X  -   -334,918.120 (meters)                     COMP
 DF8719  NAD 83(2011) Y  - -4,398,601.024 (meters)                     COMP
 DF8719  NAD 83(2011) Z  -  4,591,617.658 (meters)                     COMP
 DF8719  LAPLACE CORR    -         -1.10  (seconds)                    DEFLEC18
 DF8719  DYNAMIC HEIGHT  -        361.390 (meters)     1185.66  (feet) COMP
 DF8719  MODELED GRAVITY -    980,636.5   (mgal)                       NAVD 88
 DF8719
 DF8719  VERT ORDER      -  SECOND    CLASS I
 DF8719
 DF8719  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DF8719  Standards:
 DF8719         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DF8719            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DF8719  -------------------------------------------------------------------
 DF8719  NETWORK    0.78   0.86           0.37   0.24   0.44      0.07192690
 DF8719  -------------------------------------------------------------------
 DF8719  Click here for local accuracies and other accuracy information.
 DF8719
 DF8719.The horizontal coordinates were established by GPS observations
 DF8719.and adjusted by the National Geodetic Survey in June 2012.
 DF8719
 DF8719.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DF8719.been affixed to the stable North American tectonic plate. See 
 DF8719.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DF8719
 DF8719.The horizontal coordinates are valid at the epoch date displayed above
 DF8719.which is a decimal equivalence of Year/Month/Day.
 DF8719
 DF8719.The orthometric height was determined by differential leveling and
 DF8719.adjusted by the NATIONAL GEODETIC SURVEY
 DF8719.in January 2008.
 DF8719
 DF8719.Significant digits in the geoid height do not necessarily reflect accuracy.
 DF8719.GEOID18 height accuracy estimate available here.
 DF8719
 DF8719.Click photographs - Photos may exist for this station.
 DF8719
 DF8719.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DF8719
 DF8719.The Laplace correction was computed from DEFLEC18 derived deflections.
 DF8719
 DF8719.The ellipsoidal height was determined by GPS observations
 DF8719.and is referenced to NAD 83.
 DF8719
 DF8719.The dynamic height is computed by dividing the NAVD 88
 DF8719.geopotential number by the normal gravity value computed on the
 DF8719.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DF8719.degrees latitude (g = 980.6199 gals.).
 DF8719
 DF8719.The modeled gravity was interpolated from observed gravity values.
 DF8719
 DF8719. The following values were computed from the NAD 83(2011) position.
 DF8719
 DF8719;                    North         East     Units Scale Factor Converg.
 DF8719;SPC MN C     -   248,877.693   791,977.566   MT  0.99992203   -0 04 31.4
 DF8719;SPC MN C     -   816,526.23  2,598,346.40   sFT  0.99992203   -0 04 31.4
 DF8719;UTM  15      - 5,132,652.650   395,783.753   MT  0.99973351   -0 58 47.2
 DF8719
 DF8719!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF8719!SPC MN C     -   0.99994761  x   0.99992203  =   0.99986965
 DF8719!UTM  15      -   0.99994761  x   0.99973351  =   0.99968114
 DF8719
 DF8719_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUM9578332652(NAD 83)
 DF8719
 DF8719                          SUPERSEDED SURVEY CONTROL
 DF8719
 DF8719  NAD 83(2007)-  46 20 21.94672(N)    094 21 15.16207(W) AD(2002.00) 0
 DF8719  ELLIP H (02/10/07)  334.238  (m)                       GP(2002.00)    
 DF8719  NAD 83(1996)-  46 20 21.94641(N)    094 21 15.16139(W) AD(       ) 1
 DF8719  ELLIP H (10/22/03)  334.275  (m)                       GP(       ) 4 1
 DF8719  NAVD 88 (10/22/03)  361.4    (m)  GEOID99  model used  GPS OBS        
 DF8719
 DF8719.Superseded values are not recommended for survey control.
 DF8719
 DF8719.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF8719.See file dsdata.pdf to determine how the superseded data were derived.
 DF8719
 DF8719_MARKER: DV = VERTICAL CONTROL DISK
 DF8719_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DF8719_SP_SET: BRIDGE ABUTMENT
 DF8719_STAMPING: 1115 U 1 2000
 DF8719_MARK LOGO: MNDT
 DF8719_MAGNETIC: N = NO MAGNETIC MATERIAL
 DF8719_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DF8719_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DF8719+SATELLITE: SATELLITE OBSERVATIONS - June 12, 2006
 DF8719
 DF8719  HISTORY     - Date     Condition        Report By
 DF8719  HISTORY     - 2000     MONUMENTED       MNDT
 DF8719  HISTORY     - 20060612 GOOD             MNDT
 DF8719
 DF8719                          STATION DESCRIPTION
 DF8719
 DF8719'DESCRIBED BY MN DEPT OF TRANSP 2000 (DKH)
 DF8719'5.5 MI (8.9 KM) WEST OF BAXTER, SE ABUTMENT OF BRIDGE OVER GULL RIVER,
 DF8719'5.4 MI (8.7 KM) WEST OF JCT TH 371 AND TH 210, 33 FT (10.1 M) SOUTH OF
 DF8719'TH 210 AT MP 115.1, 1.1 FT (0.3 M) SOUTH OF WALKRAIL.
 DF8719
 DF8719                          STATION RECOVERY (2006)
 DF8719
 DF8719'RECOVERY NOTE BY MN DEPT OF TRANSP 2006 (WS)
 DF8719'THE MARK IS 5.5 MILES (8.9 KM) WEST OF BAXTER, IN SOUTHEAST ABUTMENT
 DF8719'AT TRUNK HIGHWAY 210 OVER GULL RIVER, 5.4 MILES (8.7 KM) WEST ALONG
 DF8719'TRUNK HIGHWAY 210 FROM THE JUNCTION OF TRUNK HIGHWAY 210 AND TRUNK
 DF8719'HIGHWAY 371 IN BAXTER, AT TRUNK HIGHWAY 210 MILE POINT 115.1,
 DF8719'
 DF8719'33 FT (10.1 M) (10.1 M) SOUTH OF TRUNK HIGHWAY 210, 1.1 FEET (0.3 M)
 DF8719'SOUTH OF SIDEWALK RAIL.  DISK SET IN BRIDGE WHEN REMODELED IN 1981
 DF8719'THEN STAMPED WHEN USED IN 2000.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DI8962 ***********************************************************************
 DI8962  DESIGNATION -  1115 X
 DI8962  PID         -  DI8962
 DI8962  STATE/COUNTY-  MN/CASS
 DI8962  COUNTRY     -  US
 DI8962  USGS QUAD   -  PILLAGER (2019)
 DI8962
 DI8962                         *CURRENT SURVEY CONTROL
 DI8962  ______________________________________________________________________
 DI8962* NAD 83(1986) POSITION- 46 20 08.94   (N) 094 29 08.61   (W)   HD_HELD1
 DI8962* NAVD 88 ORTHO HEIGHT -   370.627 (meters)     1215.97  (feet) ADJUSTED
 DI8962  ______________________________________________________________________
 DI8962  GEOID HEIGHT    -        -27.155 (meters)                     GEOID18
 DI8962  DYNAMIC HEIGHT  -        370.635 (meters)     1215.99  (feet) COMP
 DI8962  MODELED GRAVITY -    980,626.8   (mgal)                       NAVD 88
 DI8962
 DI8962  VERT ORDER      -  SECOND    CLASS I
 DI8962
 DI8962.The horizontal coordinates were determined by differentially corrected
 DI8962.hand held GPS observations or other comparable positioning techniques
 DI8962.and have an estimated accuracy of +/- 3 meters.
 DI8962
 DI8962.The orthometric height was determined by differential leveling and
 DI8962.adjusted by the NATIONAL GEODETIC SURVEY
 DI8962.in January 2008.
 DI8962
 DI8962.Significant digits in the geoid height do not necessarily reflect accuracy.
 DI8962.GEOID18 height accuracy estimate available here.
 DI8962
 DI8962.Click photographs - Photos may exist for this station.
 DI8962
 DI8962.The dynamic height is computed by dividing the NAVD 88
 DI8962.geopotential number by the normal gravity value computed on the
 DI8962.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DI8962.degrees latitude (g = 980.6199 gals.).
 DI8962
 DI8962.The modeled gravity was interpolated from observed gravity values.
 DI8962
 DI8962;                    North         East    Units  Estimated Accuracy
 DI8962;SPC MN C     -   248,497.8     781,852.2     MT  (+/- 3 meters HH1 GPS) 
 DI8962
 DI8962_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUM8565532432(NAD 83)
 DI8962
 DI8962                          SUPERSEDED SURVEY CONTROL
 DI8962
 DI8962.No superseded survey control is available for this station.
 DI8962
 DI8962_MARKER: DD = SURVEY DISK
 DI8962_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DI8962_STAMPING: 1115 X 2005
 DI8962_MARK LOGO: MNDT
 DI8962_PROJECTION: FLUSH
 DI8962_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DI8962_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DI8962_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DI8962+SATELLITE: SATELLITE OBSERVATIONS - May 03, 2023
 DI8962_ROD/PIPE-DEPTH: 21.3 meters
 DI8962_SLEEVE-DEPTH  : 0.9 meters
 DI8962
 DI8962  HISTORY     - Date     Condition        Report By
 DI8962  HISTORY     - 2005     MONUMENTED       MNDT
 DI8962  HISTORY     - 2006     GOOD             MNDT
 DI8962  HISTORY     - 20210701 GOOD             MNDT
 DI8962  HISTORY     - 20230503 GOOD             MNDT
 DI8962
 DI8962                          STATION DESCRIPTION
 DI8962
 DI8962'DESCRIBED BY MN DEPT OF TRANSP 2006 (DW)
 DI8962'THE MARK IS 1.5 MILES (2.4 KM) WEST OF PILLAGER, AT THE JUNCTION OF
 DI8962'TRUNK HIGHWAY 210 AND COUNTY ROAD 1 NEAR PILLAGER, AT TRUNK HIGHWAY
 DI8962'210 MILE POINT 108.7,
 DI8962'
 DI8962'71.4 FEET (21.8 M) NORTH OF TRUNK HIGHWAY 210, 93.8 FEET (28.6 M) EAST
 DI8962'OF COUNTY ROAD 1, 1.0 FOOT (0.3 M) SOUTH OF A WITNESS POST.
 DI8962
 DI8962                          STATION RECOVERY (2021)
 DI8962
 DI8962'RECOVERY NOTE BY MN DEPT OF TRANSP 2021 (KMS)
 DI8962'RECOVERED IN GOOD CONDITION.
 DI8962
 DI8962                          STATION RECOVERY (2023)
 DI8962
 DI8962'RECOVERY NOTE BY MN DEPT OF TRANSP 2023 (TJD)
 DI8962'1.5 MI (2.4 KM) WEST OF PILLAGER, AT THE JUNCTION OF TRUNK HIGHWAY 210
 DI8962'AND COUNTY ROAD 1 NEAR PILLAGER, AT TRUNK HIGHWAY 210 MILE POINT
 DI8962'108.7, 71.4 FT (21.8 M) NORTH OF TRUNK HIGHWAY 210, 93.8 FT (28.6 M)
 DI8962'EAST OF COUNTY ROAD 1, 1.0 FT (0.3 M) SOUTH OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DI8960 ***********************************************************************
 DI8960  DESIGNATION -  1115 Y
 DI8960  PID         -  DI8960
 DI8960  STATE/COUNTY-  MN/CASS
 DI8960  COUNTRY     -  US
 DI8960  USGS QUAD   -  MOTLEY SE (2019)
 DI8960
 DI8960                         *CURRENT SURVEY CONTROL
 DI8960  ______________________________________________________________________
 DI8960* NAD 83(1986) POSITION- 46 20 24.7    (N) 094 30 07.2    (W)   HD_HELD2
 DI8960* NAVD 88 ORTHO HEIGHT -   373.229 (meters)     1224.50  (feet) ADJUSTED
 DI8960  ______________________________________________________________________
 DI8960  GEOID HEIGHT    -        -27.159 (meters)                     GEOID18
 DI8960  DYNAMIC HEIGHT  -        373.238 (meters)     1224.53  (feet) COMP
 DI8960  MODELED GRAVITY -    980,627.6   (mgal)                       NAVD 88
 DI8960
 DI8960  VERT ORDER      -  SECOND    CLASS I
 DI8960
 DI8960.The horizontal coordinates were established by autonomous hand held GPS
 DI8960.observations and have an estimated accuracy of +/- 10 meters.
 DI8960
 DI8960.The orthometric height was determined by differential leveling and
 DI8960.adjusted by the NATIONAL GEODETIC SURVEY
 DI8960.in January 2008.
 DI8960
 DI8960.Significant digits in the geoid height do not necessarily reflect accuracy.
 DI8960.GEOID18 height accuracy estimate available here.
 DI8960
 DI8960.Click photographs - Photos may exist for this station.
 DI8960
 DI8960.The dynamic height is computed by dividing the NAVD 88
 DI8960.geopotential number by the normal gravity value computed on the
 DI8960.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DI8960.degrees latitude (g = 980.6199 gals.).
 DI8960
 DI8960.The modeled gravity was interpolated from observed gravity values.
 DI8960
 DI8960;                    North         East    Units  Estimated Accuracy
 DI8960;SPC MN C     -   248,988.      780,601.      MT  (+/- 10 meters HH2 GPS)
 DI8960
 DI8960_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUM8441232942(NAD 83)
 DI8960
 DI8960                          SUPERSEDED SURVEY CONTROL
 DI8960
 DI8960.No superseded survey control is available for this station.
 DI8960
 DI8960_MARKER: DD = SURVEY DISK
 DI8960_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 DI8960_SP_SET: BOX CULVERT
 DI8960_STAMPING: 1115 Y 2005
 DI8960_MARK LOGO: MNDT
 DI8960_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DI8960_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DI8960+STABILITY: SURFACE MOTION
 DI8960_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DI8960+SATELLITE: SATELLITE OBSERVATIONS - 2006
 DI8960
 DI8960  HISTORY     - Date     Condition        Report By
 DI8960  HISTORY     - 2005     MONUMENTED       MNDT
 DI8960  HISTORY     - 2006     GOOD             MNDT
 DI8960
 DI8960                          STATION DESCRIPTION
 DI8960
 DI8960'DESCRIBED BY MN DEPT OF TRANSP 2006 (DW)
 DI8960'THE MARK IS 2.25 MILES (3.62 KM) WEST OF PILLAGER, IN SOUTHEAST CORNER
 DI8960'IN HEADWALL OF TRUNK HIGHWAY 210 BOX CULVERT NUMBER 8808 OVER PILLAGER
 DI8960'CREEK, 1.5 MILES (2.4 KM) WEST ALONG TRUNK HIGHWAY 210 FROM THE
 DI8960'JUNCTION OF TRUNK HIGHWAY 210 AND COUNTY ROAD 1 IN PILLAGER, AT TRUNK
 DI8960'HIGHWAY 210 MILE POINT 107.8,
 DI8960'
 DI8960'23.3 FEET (7.1 M) SOUTH OF TRUNK HIGHWAY 210.  DISK SET IN A DRILL
 DI8960'HOLE.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DM4536 ***********************************************************************
 DM4536  DESIGNATION -  1116 A
 DM4536  PID         -  DM4536
 DM4536  STATE/COUNTY-  MN/CASS
 DM4536  COUNTRY     -  US
 DM4536  USGS QUAD   -  JENKINS (2019)
 DM4536
 DM4536                         *CURRENT SURVEY CONTROL
 DM4536  ______________________________________________________________________
 DM4536* NAD 83(1986) POSITION- 46 41 37.96   (N) 094 22 11.64   (W)   HD_HELD1
 DM4536* NAVD 88 ORTHO HEIGHT -   390.416 (meters)     1280.89  (feet) ADJUSTED
 DM4536  ______________________________________________________________________
 DM4536  GEOID HEIGHT    -        -27.842 (meters)                     GEOID18
 DM4536  DYNAMIC HEIGHT  -        390.435 (meters)     1280.95  (feet) COMP
 DM4536  MODELED GRAVITY -    980,650.6   (mgal)                       NAVD 88
 DM4536
 DM4536  VERT ORDER      -  SECOND    CLASS I
 DM4536
 DM4536.The horizontal coordinates were determined by differentially corrected
 DM4536.hand held GPS observations or other comparable positioning techniques
 DM4536.and have an estimated accuracy of +/- 3 meters.
 DM4536
 DM4536.The orthometric height was determined by differential leveling and
 DM4536.adjusted by the NATIONAL GEODETIC SURVEY
 DM4536.in February 2020.
 DM4536
 DM4536.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM4536.GEOID18 height accuracy estimate available here.
 DM4536
 DM4536.Click photographs - Photos may exist for this station.
 DM4536
 DM4536.The dynamic height is computed by dividing the NAVD 88
 DM4536.geopotential number by the normal gravity value computed on the
 DM4536.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM4536.degrees latitude (g = 980.6199 gals.).
 DM4536
 DM4536.The modeled gravity was interpolated from observed gravity values.
 DM4536
 DM4536;                    North         East    Units  Estimated Accuracy
 DM4536;SPC MN C     -   288,277.5     790,829.5     MT  (+/- 3 meters HH1 GPS) 
 DM4536
 DM4536_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUM9525972058(NAD 83)
 DM4536
 DM4536                          SUPERSEDED SURVEY CONTROL
 DM4536
 DM4536  NAVD 88 (06/08/11)  390.426  (m)         1280.92   (f) SUPERSEDED  2 1
 DM4536
 DM4536.Superseded values are not recommended for survey control.
 DM4536
 DM4536.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DM4536.See file dsdata.pdf to determine how the superseded data were derived.
 DM4536
 DM4536_MARKER: DV = VERTICAL CONTROL DISK
 DM4536_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DM4536_SP_SET: BRIDGE RAILING
 DM4536_STAMPING: 1116 A 2006
 DM4536_MARK LOGO: MNDT
 DM4536_MAGNETIC: N = NO MAGNETIC MATERIAL
 DM4536_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DM4536_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DM4536+SATELLITE: SATELLITE OBSERVATIONS - November 01, 2011
 DM4536
 DM4536  HISTORY     - Date     Condition        Report By
 DM4536  HISTORY     - 1992     MONUMENTED       MNDT
 DM4536  HISTORY     - 20061101 GOOD             MNDT
 DM4536  HISTORY     - 20111101 GOOD             MNDT
 DM4536
 DM4536                          STATION DESCRIPTION
 DM4536
 DM4536'DESCRIBED BY MN DEPT OF TRANSP 2006 (DAS)
 DM4536'THE STATION IS LOCATED ABOUT 6.2 MI (10.0 KM) SOUTHEAST OF MILDRED,
 DM4536'3.7 MI (6.0 KM) NORTH-NORTHWEST OF JENKINS AND 2.15 MI (3.5 KM)
 DM4536'SOUTHEAST OF PINE RIVER.
 DM4536'
 DM4536'TO REACH THE MARK FROM THE JUNCTION OF TRUNK HIGHWAY 371 AND TRUNK
 DM4536'HIGHWAY 84 IN PINE RIVER GO 2.3 MI (3.7 KM) SOUTHEAST ALONG TRUNK
 DM4536'HIGHWAY 371 TO MILEPOST 58.9 AND BRIDGE NUMBER 11112 OVER PINE RIVER.
 DM4536'
 DM4536'THE MARK IS FOUND 23.5 FT (7.2 M) EAST-NORTHEAST OF TRUNK HIGHWAY 371,
 DM4536'1.6 FT (0.5 M) NORTH-NORTHWEST OF SOUTHEAST END OF THE BRIDGE ON TOP
 DM4536'OF A JERSEY BARRIER.
 DM4536'
 DM4536'NOTE THE DISK WAS SET INTO THE BRIDGE WHEN IT WAS BUILT IN 1992, THEN
 DM4536'STAMPED WHEN USED IN 2006.
 DM4536
 DM4536                          STATION RECOVERY (2011)
 DM4536
 DM4536'RECOVERY NOTE BY MN DEPT OF TRANSP 2011 (KMS)
 DM4536'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DM4535 ***********************************************************************
 DM4535  DESIGNATION -  1116 B
 DM4535  PID         -  DM4535
 DM4535  STATE/COUNTY-  MN/CASS
 DM4535  COUNTRY     -  US
 DM4535  USGS QUAD   -  PINE RIVER (2019)
 DM4535
 DM4535                         *CURRENT SURVEY CONTROL
 DM4535  ______________________________________________________________________
 DM4535* NAD 83(2011) POSITION- 46 42 22.07283(N) 094 23 10.10198(W)   ADJUSTED
 DM4535* NAD 83(2011) ELLIP HT-   364.581 (meters)        (04/28/15)   ADJUSTED
 DM4535* NAD 83(2011) EPOCH   -  2010.00
 DM4535* NAVD 88 ORTHO HEIGHT -   392.415 (meters)     1287.45  (feet) ADJUSTED
 DM4535  ______________________________________________________________________
 DM4535  GEOID HEIGHT    -        -27.848 (meters)                     GEOID18
 DM4535  NAD 83(2011) X  -   -335,108.468 (meters)                     COMP
 DM4535  NAD 83(2011) Y  - -4,368,939.936 (meters)                     COMP
 DM4535  NAD 83(2011) Z  -  4,619,688.917 (meters)                     COMP
 DM4535  LAPLACE CORR    -         -1.84  (seconds)                    DEFLEC18
 DM4535  DYNAMIC HEIGHT  -        392.434 (meters)     1287.51  (feet) COMP
 DM4535  MODELED GRAVITY -    980,650.4   (mgal)                       NAVD 88
 DM4535
 DM4535  VERT ORDER      -  SECOND    CLASS I
 DM4535
 DM4535  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DM4535  Standards:
 DM4535         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DM4535            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DM4535  -------------------------------------------------------------------
 DM4535  NETWORK    0.81   1.06           0.38   0.26   0.54     -0.05189970
 DM4535  -------------------------------------------------------------------
 DM4535  Click here for local accuracies and other accuracy information.
 DM4535
 DM4535.The horizontal coordinates were established by GPS observations
 DM4535.and adjusted by the MN DEPT OF TRANSP in April 2015.
 DM4535
 DM4535.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DM4535.been affixed to the stable North American tectonic plate. See 
 DM4535.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DM4535
 DM4535.The horizontal coordinates are valid at the epoch date displayed above
 DM4535.which is a decimal equivalence of Year/Month/Day.
 DM4535
 DM4535.The orthometric height was determined by differential leveling and
 DM4535.adjusted by the NATIONAL GEODETIC SURVEY
 DM4535.in February 2020.
 DM4535
 DM4535.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM4535.GEOID18 height accuracy estimate available here.
 DM4535
 DM4535.Click photographs - Photos may exist for this station.
 DM4535
 DM4535.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DM4535
 DM4535.The Laplace correction was computed from DEFLEC18 derived deflections.
 DM4535
 DM4535.The ellipsoidal height was determined by GPS observations
 DM4535.and is referenced to NAD 83.
 DM4535
 DM4535.The dynamic height is computed by dividing the NAVD 88
 DM4535.geopotential number by the normal gravity value computed on the
 DM4535.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM4535.degrees latitude (g = 980.6199 gals.).
 DM4535
 DM4535.The modeled gravity was interpolated from observed gravity values.
 DM4535
 DM4535. The following values were computed from the NAD 83(2011) position.
 DM4535
 DM4535;                    North         East     Units Scale Factor Converg.
 DM4535;SPC MN C     -   289,641.594   789,589.743   MT  0.99994299   -0 05 54.5
 DM4535;SPC MN C     -   950,265.80  2,590,512.35   sFT  0.99994299   -0 05 54.5
 DM4535;UTM  15      - 5,173,441.365   394,042.145   MT  0.99973799   -1 00 32.4
 DM4535
 DM4535!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DM4535!SPC MN C     -   0.99994285  x   0.99994299  =   0.99988585
 DM4535!UTM  15      -   0.99994285  x   0.99973799  =   0.99968086
 DM4535
 DM4535:                Primary Azimuth Mark                     Grid Az
 DM4535:SPC MN C     -  1116 E                                   314 28 25.4
 DM4535:UTM  15      -  1116 E                                   315 23 03.3
 DM4535
 DM4535_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUM9404273441(NAD 83)
 DM4535
 DM4535|---------------------------------------------------------------------|
 DM4535| PID    Reference Object                     Distance      Geod. Az  |
 DM4535|                                                           dddmmss.s |
 DM4535| DO7851 1116 E                              APPROX. 0.9 KM 3142230.9 |
 DM4535|---------------------------------------------------------------------|
 DM4535
 DM4535                          SUPERSEDED SURVEY CONTROL
 DM4535
 DM4535  NAVD 88 (06/08/11)  392.422  (m)         1287.47   (f) SUPERSEDED  2 1
 DM4535
 DM4535.Superseded values are not recommended for survey control.
 DM4535
 DM4535.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DM4535.See file dsdata.pdf to determine how the superseded data were derived.
 DM4535
 DM4535_MARKER: DD = SURVEY DISK
 DM4535_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DM4535_STAMPING: 1116 B 2006
 DM4535_MARK LOGO: MNDT
 DM4535_PROJECTION: FLUSH
 DM4535_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DM4535_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DM4535_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DM4535+SATELLITE: SATELLITE OBSERVATIONS - May 09, 2023
 DM4535_ROD/PIPE-DEPTH: 10.4 meters
 DM4535
 DM4535  HISTORY     - Date     Condition        Report By
 DM4535  HISTORY     - 20061101 MONUMENTED       MNDT
 DM4535  HISTORY     - 20111031 GOOD             MNDT
 DM4535  HISTORY     - 20210630 GOOD             MNDT
 DM4535  HISTORY     - 20230509 GOOD             MNDT
 DM4535
 DM4535                          STATION DESCRIPTION
 DM4535
 DM4535'DESCRIBED BY MN DEPT OF TRANSP 2006 (DAS)
 DM4535'THE STATION IS LOCATED ABOUT 5.0 MI (8.0 KM) SOUTHEAST OF MILDRED, 4.8
 DM4535'MI (7.7 KM) NORTH-NORTHWEST OF JENKINS AND 1.0 MI (1.6 KM) SOUTHEAST
 DM4535'OF PINE RIVER.
 DM4535'
 DM4535'TO REACH THE MARK FROM THE JUNCTION OF TRUNK HIGHWAY 371 AND TRUNK
 DM4535'HIGHWAY 84 IN PINE RIVER GO 1.2 MI (1.9 KM) SOUTHEAST ALONG TRUNK
 DM4535'HIGHWAY 371 TO MILE POST 60.0 TO THE MARK ON THE RIGHT.
 DM4535'
 DM4535'THE MARK IS FOUND 72.8 FT (22.2 M) SOUTHWEST OF TRUNK HIGHWAY 371,
 DM4535'52.0 FT (15.8 M) NORTHEAST OF STATE TRAIL AND 1 FT (0.3 M) NORTHEAST
 DM4535'OF ITS WITNESS P0ST.
 DM4535
 DM4535                          STATION RECOVERY (2011)
 DM4535
 DM4535'RECOVERY NOTE BY MN DEPT OF TRANSP 2011 (MAS)
 DM4535'RECOVERED IN GOOD CONDITION.
 DM4535
 DM4535                          STATION RECOVERY (2021)
 DM4535
 DM4535'RECOVERY NOTE BY MN DEPT OF TRANSP 2021 (KMS)
 DM4535'RECOVERED IN GOOD CONDITION.
 DM4535
 DM4535                          STATION RECOVERY (2023)
 DM4535
 DM4535'RECOVERY NOTE BY MN DEPT OF TRANSP 2023 (AJH)
 DM4535'1.0 MI (1.6 KM) SOUTHEAST OF PINE RIVER, 1.2 MI (1.9 KM) SOUTHEAST
 DM4535'ALONG TRUNK HIGHWAY 371 FROM THE JUNCTION OF TRUNK HIGHWAY 371 AND
 DM4535'TRUNK HIGHWAY 84 IN PINE RIVER, AT TRUNK HIGHWAY 371 MILE POINT 60.0,
 DM4535'72.8 FT (22.2 M) SOUTHWEST OF TRUNK HIGHWAY 371, 52.0 FT (15.8 M)
 DM4535'NORTHEAST OF A STATE TRAIL, 1.0 FT (0.3 M) NORTHEAST OF A WITNESS
 DM4535'POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DO7849 ***********************************************************************
 DO7849  DESIGNATION -  1116 C
 DO7849  PID         -  DO7849
 DO7849  STATE/COUNTY-  MN/CASS
 DO7849  COUNTRY     -  US
 DO7849  USGS QUAD   -  JENKINS (2019)
 DO7849
 DO7849                         *CURRENT SURVEY CONTROL
 DO7849  ______________________________________________________________________
 DO7849* NAD 83(2011) POSITION- 46 40 55.81554(N) 094 21 42.72607(W)   ADJUSTED
 DO7849* NAD 83(2011) ELLIP HT-   360.508 (meters)        (04/28/15)   ADJUSTED
 DO7849* NAD 83(2011) EPOCH   -  2010.00
 DO7849* NAVD 88 ORTHO HEIGHT -   388.328 (meters)     1274.04  (feet) ADJUSTED
 DO7849  ______________________________________________________________________
 DO7849  GEOID HEIGHT    -        -27.831 (meters)                     GEOID18
 DO7849  NAD 83(2011) X  -   -333,404.922 (meters)                     COMP
 DO7849  NAD 83(2011) Y  - -4,371,011.483 (meters)                     COMP
 DO7849  NAD 83(2011) Z  -  4,617,858.940 (meters)                     COMP
 DO7849  LAPLACE CORR    -         -2.38  (seconds)                    DEFLEC18
 DO7849  DYNAMIC HEIGHT  -        388.346 (meters)     1274.10  (feet) COMP
 DO7849  MODELED GRAVITY -    980,649.6   (mgal)                       NAVD 88
 DO7849
 DO7849  VERT ORDER      -  SECOND    CLASS I
 DO7849
 DO7849  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DO7849  Standards:
 DO7849         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DO7849            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DO7849  -------------------------------------------------------------------
 DO7849  NETWORK    1.14   1.10           0.55   0.32   0.56      0.01338679
 DO7849  -------------------------------------------------------------------
 DO7849  Click here for local accuracies and other accuracy information.
 DO7849
 DO7849.The horizontal coordinates were established by GPS observations
 DO7849.and adjusted by the MN DEPT OF TRANSP in April 2015.
 DO7849
 DO7849.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DO7849.been affixed to the stable North American tectonic plate. See 
 DO7849.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DO7849
 DO7849.The horizontal coordinates are valid at the epoch date displayed above
 DO7849.which is a decimal equivalence of Year/Month/Day.
 DO7849
 DO7849.The orthometric height was determined by differential leveling and
 DO7849.adjusted by the NATIONAL GEODETIC SURVEY
 DO7849.in February 2020.
 DO7849
 DO7849.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO7849.GEOID18 height accuracy estimate available here.
 DO7849
 DO7849.Click photographs - Photos may exist for this station.
 DO7849
 DO7849.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DO7849
 DO7849.The Laplace correction was computed from DEFLEC18 derived deflections.
 DO7849
 DO7849.The ellipsoidal height was determined by GPS observations
 DO7849.and is referenced to NAD 83.
 DO7849
 DO7849.The dynamic height is computed by dividing the NAVD 88
 DO7849.geopotential number by the normal gravity value computed on the
 DO7849.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO7849.degrees latitude (g = 980.6199 gals.).
 DO7849
 DO7849.The modeled gravity was interpolated from observed gravity values.
 DO7849
 DO7849. The following values were computed from the NAD 83(2011) position.
 DO7849
 DO7849;                    North         East     Units Scale Factor Converg.
 DO7849;SPC MN C     -   286,975.296   791,441.932   MT  0.99994037   -0 04 51.3
 DO7849;SPC MN C     -   941,518.12  2,596,589.07   sFT  0.99994037   -0 04 51.3
 DO7849;UTM  15      - 5,170,746.535   395,851.369   MT  0.99973332   -0 59 27.3
 DO7849
 DO7849!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DO7849!SPC MN C     -   0.99994349  x   0.99994037  =   0.99988386
 DO7849!UTM  15      -   0.99994349  x   0.99973332  =   0.99967683
 DO7849
 DO7849:                Primary Azimuth Mark                     Grid Az
 DO7849:SPC MN C     -  1116 D                                   333 04 02.9
 DO7849:UTM  15      -  1116 D                                   333 58 38.9
 DO7849
 DO7849_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUM9585170746(NAD 83)
 DO7849
 DO7849|---------------------------------------------------------------------|
 DO7849| PID    Reference Object                     Distance      Geod. Az  |
 DO7849|                                                           dddmmss.s |
 DO7849| DO7850 1116 D                              APPROX. 1.2 KM 3325911.6 |
 DO7849|---------------------------------------------------------------------|
 DO7849
 DO7849                          SUPERSEDED SURVEY CONTROL
 DO7849
 DO7849  NAVD 88 (12/23/13)  388.339  (m)         1274.08   (f) SUPERSEDED  2 1
 DO7849
 DO7849.Superseded values are not recommended for survey control.
 DO7849
 DO7849.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DO7849.See file dsdata.pdf to determine how the superseded data were derived.
 DO7849
 DO7849_MARKER: F = FLANGE-ENCASED ROD
 DO7849_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DO7849_STAMPING: 1116 C 2011
 DO7849_MARK LOGO: MNDT
 DO7849_PROJECTION: RECESSED 5 CENTIMETERS
 DO7849_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DO7849_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DO7849_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DO7849+SATELLITE: SATELLITE OBSERVATIONS - May 09, 2023
 DO7849_ROD/PIPE-DEPTH: 10.7 meters
 DO7849
 DO7849  HISTORY     - Date     Condition        Report By
 DO7849  HISTORY     - 20111115 MONUMENTED       MNDT
 DO7849  HISTORY     - 20210630 GOOD             MNDT
 DO7849  HISTORY     - 20230509 GOOD             MNDT
 DO7849
 DO7849                          STATION DESCRIPTION
 DO7849
 DO7849'DESCRIBED BY MN DEPT OF TRANSP 2011
 DO7849'0.97 MILE NORTHWEST OF JENKINS, 2.6 MILES NORTHWEST ALONG TRUNK
 DO7849'HIGHWAY 371 FROM JUNCTION OF TRUNK HIGHWAY 371 AND COUNTY ROAD 15 IN
 DO7849'JENKINS, AT TRUNK HIGHWAY 371 MILEPOINT 58.0, 99.2 FEET SOUTHWEST OF
 DO7849'TRUNK HIGHWAY 371, 10.8 FEET NORTHEAST OF BIKE PATH, 1.5 FEET
 DO7849'NORTHWEST OF WITNESS POST.
 DO7849
 DO7849                          STATION RECOVERY (2021)
 DO7849
 DO7849'RECOVERY NOTE BY MN DEPT OF TRANSP 2021 (KMS)
 DO7849'RECOVERED IN GOOD CONDITION.
 DO7849
 DO7849                          STATION RECOVERY (2023)
 DO7849
 DO7849'RECOVERY NOTE BY MN DEPT OF TRANSP 2023 (AJH)
 DO7849'0.97 MI (1.56 KM) NORTHWEST OF JENKINS, 2.6 MI (4.2 KM) NORTHWEST
 DO7849'ALONG TRUNK HIGHWAY 371 FROM THE JUNCTION OF TRUNK HIGHWAY 371 AND
 DO7849'COUNTY ROAD 15 IN JENKINS, AT TRUNK HIGHWAY 371 MILE POINT 58.0, 99.2
 DO7849'FT (30.2 M) SOUTHWEST OF TRUNK HIGHWAY 371, 10.8 FT (3.3 M) NORTHEAST
 DO7849'OF A BIKE PATH, 1.5 FT (0.5 M) NORTHWEST OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DO7850 ***********************************************************************
 DO7850  DESIGNATION -  1116 D
 DO7850  PID         -  DO7850
 DO7850  STATE/COUNTY-  MN/CASS
 DO7850  COUNTRY     -  US
 DO7850  USGS QUAD   -  JENKINS (2019)
 DO7850
 DO7850                         *CURRENT SURVEY CONTROL
 DO7850  ______________________________________________________________________
 DO7850* NAD 83(2011) POSITION- 46 41 29.21755(N) 094 22 07.47444(W)   ADJUSTED
 DO7850* NAD 83(2011) ELLIP HT-   361.762 (meters)        (04/28/15)   ADJUSTED
 DO7850* NAD 83(2011) EPOCH   -  2010.00
 DO7850* NAVD 88 ORTHO HEIGHT -   389.585 (meters)     1278.16  (feet) ADJUSTED
 DO7850  ______________________________________________________________________
 DO7850  GEOID HEIGHT    -        -27.839 (meters)                     GEOID18
 DO7850  NAD 83(2011) X  -   -333,872.263 (meters)                     COMP
 DO7850  NAD 83(2011) Y  - -4,370,223.965 (meters)                     COMP
 DO7850  NAD 83(2011) Z  -  4,618,567.434 (meters)                     COMP
 DO7850  LAPLACE CORR    -         -2.23  (seconds)                    DEFLEC18
 DO7850  DYNAMIC HEIGHT  -        389.604 (meters)     1278.23  (feet) COMP
 DO7850  MODELED GRAVITY -    980,650.4   (mgal)                       NAVD 88
 DO7850
 DO7850  VERT ORDER      -  SECOND    CLASS I
 DO7850
 DO7850  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DO7850  Standards:
 DO7850         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DO7850            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DO7850  -------------------------------------------------------------------
 DO7850  NETWORK    1.16   1.12           0.56   0.32   0.57      0.03509717
 DO7850  -------------------------------------------------------------------
 DO7850  Click here for local accuracies and other accuracy information.
 DO7850
 DO7850.The horizontal coordinates were established by GPS observations
 DO7850.and adjusted by the MN DEPT OF TRANSP in April 2015.
 DO7850
 DO7850.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DO7850.been affixed to the stable North American tectonic plate. See 
 DO7850.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DO7850
 DO7850.The horizontal coordinates are valid at the epoch date displayed above
 DO7850.which is a decimal equivalence of Year/Month/Day.
 DO7850
 DO7850.The orthometric height was determined by differential leveling and
 DO7850.adjusted by the NATIONAL GEODETIC SURVEY
 DO7850.in February 2020.
 DO7850
 DO7850.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO7850.GEOID18 height accuracy estimate available here.
 DO7850
 DO7850.Click photographs - Photos may exist for this station.
 DO7850
 DO7850.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DO7850
 DO7850.The Laplace correction was computed from DEFLEC18 derived deflections.
 DO7850
 DO7850.The ellipsoidal height was determined by GPS observations
 DO7850.and is referenced to NAD 83.
 DO7850
 DO7850.The dynamic height is computed by dividing the NAVD 88
 DO7850.geopotential number by the normal gravity value computed on the
 DO7850.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO7850.degrees latitude (g = 980.6199 gals.).
 DO7850
 DO7850.The modeled gravity was interpolated from observed gravity values.
 DO7850
 DO7850. The following values were computed from the NAD 83(2011) position.
 DO7850
 DO7850;                    North         East     Units Scale Factor Converg.
 DO7850;SPC MN C     -   288,007.423   790,917.567   MT  0.99994136   -0 05 09.2
 DO7850;SPC MN C     -   944,904.35  2,594,868.72   sFT  0.99994136   -0 05 09.2
 DO7850;UTM  15      - 5,171,786.645   395,343.569   MT  0.99973463   -0 59 45.9
 DO7850
 DO7850!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DO7850!SPC MN C     -   0.99994329  x   0.99994136  =   0.99988466
 DO7850!UTM  15      -   0.99994329  x   0.99973463  =   0.99967794
 DO7850
 DO7850:                Primary Azimuth Mark                     Grid Az
 DO7850:SPC MN C     -  1116 C                                   153 04 02.9
 DO7850:UTM  15      -  1116 C                                   153 58 39.6
 DO7850
 DO7850_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUM9534371786(NAD 83)
 DO7850
 DO7850|---------------------------------------------------------------------|
 DO7850| PID    Reference Object                     Distance      Geod. Az  |
 DO7850|                                                           dddmmss.s |
 DO7850| DO7849 1116 C                              APPROX. 1.2 KM 1525853.7 |
 DO7850|---------------------------------------------------------------------|
 DO7850
 DO7850                          SUPERSEDED SURVEY CONTROL
 DO7850
 DO7850  NAVD 88 (12/23/13)  389.595  (m)         1278.20   (f) SUPERSEDED  2 1
 DO7850
 DO7850.Superseded values are not recommended for survey control.
 DO7850
 DO7850.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DO7850.See file dsdata.pdf to determine how the superseded data were derived.
 DO7850
 DO7850_MARKER: F = FLANGE-ENCASED ROD
 DO7850_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DO7850_STAMPING: 1116 D 2011
 DO7850_MARK LOGO: MNDT
 DO7850_PROJECTION: RECESSED 3 CENTIMETERS
 DO7850_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DO7850_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DO7850_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DO7850+SATELLITE: SATELLITE OBSERVATIONS - May 09, 2023
 DO7850_ROD/PIPE-DEPTH: 14.9 meters
 DO7850
 DO7850  HISTORY     - Date     Condition        Report By
 DO7850  HISTORY     - 20111115 MONUMENTED       MNDT
 DO7850  HISTORY     - 20230509 GOOD             MNDT
 DO7850
 DO7850                          STATION DESCRIPTION
 DO7850
 DO7850'DESCRIBED BY MN DEPT OF TRANSP 2011
 DO7850'3.5 MILES NORTHWEST OF JENKINS, 3.5 MILES NORTHWEST ALONG TRUNK
 DO7850'HIGHWAY 371 FROM JUNCTION OF TRUNK HIGHWAY 371 AND COUNTY ROAD 15 IN
 DO7850'JENKINS, AT TRUNK HIGHWAY 371 MILEPOINT 58.85, 161.5 FEET NORTHWEST OF
 DO7850'HASSMAN HILL ROAD SOUTHWEST, 118.5 FEET SOUTHWEST OF TRUNK HIGHWAY
 DO7850'371, 8.9 FEET SOUTHWEST OF BIKE PATH, 1.5 FEET NORTHEAST OF WITNESS
 DO7850'POST.
 DO7850
 DO7850                          STATION RECOVERY (2023)
 DO7850
 DO7850'RECOVERY NOTE BY MN DEPT OF TRANSP 2023 (AJH)
 DO7850'3.5 MI (5.6 KM) NORTHWEST OF JENKINS, 3.5 MI (5.6 KM) NORTHWEST ALONG
 DO7850'TRUNK HIGHWAY 371 FROM THE JUNCTION OF TRUNK HIGHWAY 371 AND COUNTY
 DO7850'ROAD 15 IN JENKINS, AT TRUNK HIGHWAY 371 MILE POINT 58.85, 118.5 FT
 DO7850'(36.1 M) SOUTHWEST OF TRUNK HIGHWAY 371, 161.5 FT (49.2 M) NORTHWEST
 DO7850'OF HASSMAN HILL ROAD SOUTHWEST, 8.9 FT (2.7 M) SOUTHWEST OF A BIKE
 DO7850'PATH, 1.5 FT (0.5 M) NORTHEAST OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DO7851 ***********************************************************************
 DO7851  DESIGNATION -  1116 E
 DO7851  PID         -  DO7851
 DO7851  STATE/COUNTY-  MN/CASS
 DO7851  COUNTRY     -  US
 DO7851  USGS QUAD   -  PINE RIVER (2019)
 DO7851
 DO7851                         *CURRENT SURVEY CONTROL
 DO7851  ______________________________________________________________________
 DO7851* NAD 83(2011) POSITION- 46 42 41.75158(N) 094 23 39.34365(W)   ADJUSTED
 DO7851* NAD 83(2011) ELLIP HT-   363.314 (meters)        (04/28/15)   ADJUSTED
 DO7851* NAD 83(2011) EPOCH   -  2010.00
 DO7851* NAVD 88 ORTHO HEIGHT -   391.153 (meters)     1283.31  (feet) ADJUSTED
 DO7851  ______________________________________________________________________
 DO7851  GEOID HEIGHT    -        -27.851 (meters)                     GEOID18
 DO7851  NAD 83(2011) X  -   -335,693.881 (meters)                     COMP
 DO7851  NAD 83(2011) Y  - -4,368,450.488 (meters)                     COMP
 DO7851  NAD 83(2011) Z  -  4,620,104.698 (meters)                     COMP
 DO7851  LAPLACE CORR    -         -1.72  (seconds)                    DEFLEC18
 DO7851  DYNAMIC HEIGHT  -        391.171 (meters)     1283.37  (feet) COMP
 DO7851  MODELED GRAVITY -    980,649.8   (mgal)                       NAVD 88
 DO7851
 DO7851  VERT ORDER      -  SECOND    CLASS I
 DO7851
 DO7851  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DO7851  Standards:
 DO7851         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DO7851            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DO7851  -------------------------------------------------------------------
 DO7851  NETWORK    0.78   1.06           0.36   0.26   0.54     -0.07296435
 DO7851  -------------------------------------------------------------------
 DO7851  Click here for local accuracies and other accuracy information.
 DO7851
 DO7851.The horizontal coordinates were established by GPS observations
 DO7851.and adjusted by the MN DEPT OF TRANSP in April 2015.
 DO7851
 DO7851.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DO7851.been affixed to the stable North American tectonic plate. See 
 DO7851.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DO7851
 DO7851.The horizontal coordinates are valid at the epoch date displayed above
 DO7851.which is a decimal equivalence of Year/Month/Day.
 DO7851
 DO7851.The orthometric height was determined by differential leveling and
 DO7851.adjusted by the NATIONAL GEODETIC SURVEY
 DO7851.in February 2020.
 DO7851
 DO7851.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO7851.GEOID18 height accuracy estimate available here.
 DO7851
 DO7851.Click photographs - Photos may exist for this station.
 DO7851
 DO7851.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DO7851
 DO7851.The Laplace correction was computed from DEFLEC18 derived deflections.
 DO7851
 DO7851.The ellipsoidal height was determined by GPS observations
 DO7851.and is referenced to NAD 83.
 DO7851
 DO7851.The dynamic height is computed by dividing the NAVD 88
 DO7851.geopotential number by the normal gravity value computed on the
 DO7851.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO7851.degrees latitude (g = 980.6199 gals.).
 DO7851
 DO7851.The modeled gravity was interpolated from observed gravity values.
 DO7851
 DO7851. The following values were computed from the NAD 83(2011) position.
 DO7851
 DO7851;                    North         East     Units Scale Factor Converg.
 DO7851;SPC MN C     -   290,250.322   788,969.728   MT  0.99994361   -0 06 15.7
 DO7851;SPC MN C     -   952,262.93  2,588,478.18   sFT  0.99994361   -0 06 15.7
 DO7851;UTM  15      - 5,174,059.743   393,432.007   MT  0.99973959   -1 00 54.0
 DO7851
 DO7851!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DO7851!SPC MN C     -   0.99994305  x   0.99994361  =   0.99988667
 DO7851!UTM  15      -   0.99994305  x   0.99973959  =   0.99968266
 DO7851
 DO7851:                Primary Azimuth Mark                     Grid Az
 DO7851:SPC MN C     -  1116 B                                   134 28 25.3
 DO7851:UTM  15      -  1116 B                                   135 23 03.6
 DO7851
 DO7851_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUM9343274059(NAD 83)
 DO7851
 DO7851|---------------------------------------------------------------------|
 DO7851| PID    Reference Object                     Distance      Geod. Az  |
 DO7851|                                                           dddmmss.s |
 DO7851| DM4535 1116 B                              APPROX. 0.9 KM 1342209.6 |
 DO7851|---------------------------------------------------------------------|
 DO7851
 DO7851                          SUPERSEDED SURVEY CONTROL
 DO7851
 DO7851  NAVD 88 (12/23/13)  391.160  (m)         1283.33   (f) SUPERSEDED  2 1
 DO7851
 DO7851.Superseded values are not recommended for survey control.
 DO7851
 DO7851.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DO7851.See file dsdata.pdf to determine how the superseded data were derived.
 DO7851
 DO7851_MARKER: F = FLANGE-ENCASED ROD
 DO7851_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DO7851_STAMPING: 1116 E 2011
 DO7851_MARK LOGO: MNDT
 DO7851_PROJECTION: RECESSED 5 CENTIMETERS
 DO7851_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DO7851_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DO7851_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DO7851+SATELLITE: SATELLITE OBSERVATIONS - May 09, 2023
 DO7851_ROD/PIPE-DEPTH: 13.7 meters
 DO7851
 DO7851  HISTORY     - Date     Condition        Report By
 DO7851  HISTORY     - 20111115 MONUMENTED       MNDT
 DO7851  HISTORY     - 20230509 GOOD             MNDT
 DO7851
 DO7851                          STATION DESCRIPTION
 DO7851
 DO7851'DESCRIBED BY MN DEPT OF TRANSP 2011
 DO7851'IN PINE RIVER, 0.65 MILE SOUTHEAST ALONG TRUNK HIGHWAY 371 FROM
 DO7851'JUNCTION OF TRUNK HIGHWAY 371 AND TRUNK HIGHWAY 84 IN PINE RIVER, AT
 DO7851'TRUNK HIGHWAY 371 MILEPOINT 60.55, 116.6 FEET SOUTHWEST OF TRUNK
 DO7851'HIGHWAY 371, 9.8 FEET NORTHEAST OF TRUNK HIGHWAY 371, 34.5 FEET
 DO7851'SOUTHEAST OF SOUTHEAST CORNER OF PEDESTRIAN BRIDGE, 9.8 FEET NORTHEAST
 DO7851'OF BIKE PATH, 1.5 FEET NORTHWEST OF WITNESS POST.
 DO7851
 DO7851                          STATION RECOVERY (2023)
 DO7851
 DO7851'RECOVERY NOTE BY MN DEPT OF TRANSP 2023 (AJH)
 DO7851'IN PINE RIVER, 0.65 MI (1.05 KM) SOUTHEAST ALONG TRUNK HIGHWAY 371
 DO7851'FROM THE JUNCTION OF TRUNK HIGHWAY 371 AND TRUNK HIGHWAY 84 IN PINE
 DO7851'RIVER, AT TRUNK HIGHWAY 371 MILE POINT 60.55, 116.6 FT (35.5 M)
 DO7851'SOUTHWEST OF TRUNK HIGHWAY 371, 9.8 FT (3.0 M) NORTHEAST OF TRUNK
 DO7851'HIGHWAY 371, 34.5 FT (10.5 M) SOUTHEAST OF THE SOUTHEAST CORNER OF A
 DO7851'PEDESTRIAN BRIDGE, 9.8 FT (3.0 M) NORTHEAST OF A BIKE PATH, 1.5 FT
 DO7851'(0.5 M) NORTHWEST OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 SK0218 ***********************************************************************
 SK0218  DESIGNATION -  1118 A
 SK0218  PID         -  SK0218
 SK0218  STATE/COUNTY-  MN/CASS
 SK0218  COUNTRY     -  US
 SK0218  USGS QUAD   -  WALKER (2019)
 SK0218
 SK0218                         *CURRENT SURVEY CONTROL
 SK0218  ______________________________________________________________________
 SK0218* NAD 83(2011) POSITION- 47 03 13.34180(N) 094 32 31.34577(W)   ADJUSTED
 SK0218* NAD 83(2011) ELLIP HT-   396.792 (meters)        (06/27/12)   ADJUSTED
 SK0218* NAD 83(2011) EPOCH   -  2010.00
 SK0218* NAVD 88 ORTHO HEIGHT -   424.615 (meters)     1393.09  (feet) ADJUSTED
 SK0218  ______________________________________________________________________
 SK0218  GEOID HEIGHT    -        -27.814 (meters)                     GEOID18
 SK0218  NAD 83(2011) X  -   -344,763.183 (meters)                     COMP
 SK0218  NAD 83(2011) Y  - -4,339,917.075 (meters)                     COMP
 SK0218  NAD 83(2011) Z  -  4,646,125.113 (meters)                     COMP
 SK0218  LAPLACE CORR    -         -4.02  (seconds)                    DEFLEC18
 SK0218  DYNAMIC HEIGHT  -        424.650 (meters)     1393.21  (feet) COMP
 SK0218  MODELED GRAVITY -    980,682.1   (mgal)                       NAVD 88
 SK0218
 SK0218  VERT ORDER      -  SECOND    CLASS I
 SK0218
 SK0218  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 SK0218  Standards:
 SK0218         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 SK0218            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 SK0218  -------------------------------------------------------------------
 SK0218  NETWORK    0.50   0.53           0.22   0.18   0.27     -0.14676572
 SK0218  -------------------------------------------------------------------
 SK0218  Click here for local accuracies and other accuracy information.
 SK0218
 SK0218.The horizontal coordinates were established by GPS observations
 SK0218.and adjusted by the National Geodetic Survey in June 2012.
 SK0218
 SK0218.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 SK0218.been affixed to the stable North American tectonic plate. See 
 SK0218.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 SK0218
 SK0218.The horizontal coordinates are valid at the epoch date displayed above
 SK0218.which is a decimal equivalence of Year/Month/Day.
 SK0218
 SK0218.The orthometric height was determined by differential leveling and
 SK0218.adjusted by the NATIONAL GEODETIC SURVEY
 SK0218.in February 2020.
 SK0218
 SK0218.Significant digits in the geoid height do not necessarily reflect accuracy.
 SK0218.GEOID18 height accuracy estimate available here.
 SK0218
 SK0218.Click photographs - Photos may exist for this station.
 SK0218
 SK0218.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 SK0218
 SK0218.The Laplace correction was computed from DEFLEC18 derived deflections.
 SK0218
 SK0218.The ellipsoidal height was determined by GPS observations
 SK0218.and is referenced to NAD 83.
 SK0218
 SK0218.The dynamic height is computed by dividing the NAVD 88
 SK0218.geopotential number by the normal gravity value computed on the
 SK0218.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SK0218.degrees latitude (g = 980.6199 gals.).
 SK0218
 SK0218.The modeled gravity was interpolated from observed gravity values.
 SK0218
 SK0218. The following values were computed from the NAD 83(2011) position.
 SK0218
 SK0218;                    North         East     Units Scale Factor Converg.
 SK0218;SPC MN C     -   328,311.709   777,810.868   MT  1.00000081   -0 12 40.5
 SK0218;SPC MN C     - 1,077,136.00  2,551,867.82   sFT  1.00000081   -0 12 40.5
 SK0218;UTM  15      - 5,212,286.061   382,884.003   MT  0.99976858   -1 07 44.0
 SK0218
 SK0218!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SK0218!SPC MN C     -   0.99993781  x   1.00000081  =   0.99993862
 SK0218!UTM  15      -   0.99993781  x   0.99976858  =   0.99970640
 SK0218
 SK0218_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUN8288412286(NAD 83)
 SK0218
 SK0218|---------------------------------------------------------------------|
 SK0218| PID    Reference Object                     Distance      Geod. Az  |
 SK0218|                                                           dddmmss.s |
 SK0218| AC4869 LIGHTS                              165.532 METERS 13402     |
 SK0218|---------------------------------------------------------------------|
 SK0218
 SK0218                          SUPERSEDED SURVEY CONTROL
 SK0218
 SK0218  NAD 83(2007)-  47 03 13.34177(N)    094 32 31.34660(W) AD(2002.00) 0
 SK0218  ELLIP H (02/10/07)  396.822  (m)                       GP(2002.00)    
 SK0218  NAD 83(1996)-  47 03 13.34168(N)    094 32 31.34662(W) AD(       ) 1
 SK0218  ELLIP H (10/21/02)  396.834  (m)                       GP(       ) 3 2
 SK0218  NAVD 88 (05/02/18)  424.612  (m)         1393.08   (f) SUPERSEDED  2 1
 SK0218  NAVD 88             424.61   (m)         1393.1    (f) LEVELING    3  
 SK0218  NAVD 88 (06/15/91)  424.614  (m)         1393.09   (f) SUPERSEDED  1 2
 SK0218
 SK0218.Superseded values are not recommended for survey control.
 SK0218
 SK0218.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SK0218.See file dsdata.pdf to determine how the superseded data were derived.
 SK0218
 SK0218_MARKER: DB = BENCH MARK DISK
 SK0218_SETTING: 80 = SET IN A BOULDER
 SK0218_STAMPING: 1118 A 1972
 SK0218_MARK LOGO: MNHD
 SK0218_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 SK0218_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SK0218+STABILITY: SURFACE MOTION
 SK0218_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 SK0218+SATELLITE: SATELLITE OBSERVATIONS - May 17, 2023
 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  HISTORY     - 20140813 GOOD             MNDT
 SK0218  HISTORY     - 20230517 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.
 SK0218
 SK0218                          STATION RECOVERY (2014)
 SK0218
 SK0218'RECOVERY NOTE BY MN DEPT OF TRANSP 2014 (JAM)
 SK0218'RECOVERED AS DESCRIBED.
 SK0218
 SK0218                          STATION RECOVERY (2023)
 SK0218
 SK0218'RECOVERY NOTE BY MN DEPT OF TRANSP 2023 (AJH)
 SK0218'3.8 MI (6.1 KM) SOUTHEAST OF WALKER, 4.6 MI (7.4 KM) EAST AND SOUTH
 SK0218'ALONG TRUNK HIGHWAY 371 FROM THE JUNCTION OF TRUNK HIGHWAY 371 AND
 SK0218'TRUNK HIGHWAY 34 IN WALKER, AT THE JUNCTION OF TRUNK HIGHWAY 371 AND
 SK0218'TRUNK HIGHWAY 200 EAST, AT TRUNK HIGHWAY 371 MILE POINT 86.9, 20.5 FT
 SK0218'(6.2 M) WEST-NORTHWEST OF A WITNESS POST (MOUNTED IN THE BOULDER).
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 SK0220 ***********************************************************************
 SK0220  DESIGNATION -  1118 C
 SK0220  PID         -  SK0220
 SK0220  STATE/COUNTY-  MN/CASS
 SK0220  COUNTRY     -  US
 SK0220  USGS QUAD   -  WALKER (2019)
 SK0220
 SK0220                         *CURRENT SURVEY CONTROL
 SK0220  ______________________________________________________________________
 SK0220* NAD 83(2011) POSITION- 47 01 28.13430(N) 094 32 10.97717(W)   ADJUSTED
 SK0220* NAD 83(2011) ELLIP HT-   411.130 (meters)        (06/27/12)   ADJUSTED
 SK0220* NAD 83(2011) EPOCH   -  2010.00
 SK0220* NAVD 88 ORTHO HEIGHT -   438.946 (meters)     1440.11  (feet) ADJUSTED
 SK0220  ______________________________________________________________________
 SK0220  GEOID HEIGHT    -        -27.814 (meters)                     GEOID18
 SK0220  NAD 83(2011) X  -   -344,523.451 (meters)                     COMP
 SK0220  NAD 83(2011) Y  - -4,342,331.157 (meters)                     COMP
 SK0220  NAD 83(2011) Z  -  4,643,921.334 (meters)                     COMP
 SK0220  LAPLACE CORR    -         -3.74  (seconds)                    DEFLEC18
 SK0220  DYNAMIC HEIGHT  -        438.981 (meters)     1440.22  (feet) COMP
 SK0220  MODELED GRAVITY -    980,678.7   (mgal)                       NAVD 88
 SK0220
 SK0220  VERT ORDER      -  SECOND    CLASS I
 SK0220
 SK0220  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 SK0220  Standards:
 SK0220         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 SK0220            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 SK0220  -------------------------------------------------------------------
 SK0220  NETWORK    0.44   0.43           0.20   0.15   0.22      0.08371492
 SK0220  -------------------------------------------------------------------
 SK0220  Click here for local accuracies and other accuracy information.
 SK0220
 SK0220.The horizontal coordinates were established by GPS observations
 SK0220.and adjusted by the National Geodetic Survey in June 2012.
 SK0220
 SK0220.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 SK0220.been affixed to the stable North American tectonic plate. See 
 SK0220.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 SK0220
 SK0220.The horizontal coordinates are valid at the epoch date displayed above
 SK0220.which is a decimal equivalence of Year/Month/Day.
 SK0220
 SK0220.The orthometric height was determined by differential leveling and
 SK0220.adjusted by the NATIONAL GEODETIC SURVEY
 SK0220.in February 2020.
 SK0220
 SK0220.Significant digits in the geoid height do not necessarily reflect accuracy.
 SK0220.GEOID18 height accuracy estimate available here.
 SK0220
 SK0220.Click photographs - Photos may exist for this station.
 SK0220
 SK0220.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 SK0220
 SK0220.The Laplace correction was computed from DEFLEC18 derived deflections.
 SK0220
 SK0220.The ellipsoidal height was determined by GPS observations
 SK0220.and is referenced to NAD 83.
 SK0220
 SK0220.The dynamic height is computed by dividing the NAVD 88
 SK0220.geopotential number by the normal gravity value computed on the
 SK0220.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SK0220.degrees latitude (g = 980.6199 gals.).
 SK0220
 SK0220.The modeled gravity was interpolated from observed gravity values.
 SK0220
 SK0220. The following values were computed from the NAD 83(2011) position.
 SK0220
 SK0220;                    North         East     Units Scale Factor Converg.
 SK0220;SPC MN C     -   325,061.255   778,229.007   MT  0.99999452   -0 12 25.8
 SK0220;SPC MN C     - 1,066,471.80  2,553,239.67   sFT  0.99999452   -0 12 25.8
 SK0220;UTM  15      - 5,209,030.077   383,249.966   MT  0.99976753   -1 07 27.2
 SK0220
 SK0220!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SK0220!SPC MN C     -   0.99993556  x   0.99999452  =   0.99993008
 SK0220!UTM  15      -   0.99993556  x   0.99976753  =   0.99970310
 SK0220
 SK0220_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUN8324909030(NAD 83)
 SK0220
 SK0220                          SUPERSEDED SURVEY CONTROL
 SK0220
 SK0220  NAD 83(2007)-  47 01 28.13427(N)    094 32 10.97800(W) AD(2002.00) 0
 SK0220  ELLIP H (02/10/07)  411.160  (m)                       GP(2002.00)    
 SK0220  NAD 83(1996)-  47 01 28.13425(N)    094 32 10.97789(W) AD(       ) 1
 SK0220  ELLIP H (08/15/03)  411.173  (m)                       GP(       ) 4 1
 SK0220  NAVD 88             438.95   (m)         1440.1    (f) LEVELING    3  
 SK0220  NAVD 88 (06/15/91)  438.946  (m)         1440.11   (f) SUPERSEDED  1 2
 SK0220
 SK0220.Superseded values are not recommended for survey control.
 SK0220
 SK0220.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SK0220.See file dsdata.pdf to determine how the superseded data were derived.
 SK0220
 SK0220_MARKER: DB = BENCH MARK DISK
 SK0220_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 SK0220_STAMPING: 1118 C 1972
 SK0220_MARK LOGO: MNHD
 SK0220_PROJECTION: PROJECTING 15 CENTIMETERS
 SK0220_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 SK0220_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SK0220_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 SK0220+SATELLITE: SATELLITE OBSERVATIONS - May 17, 2023
 SK0220
 SK0220  HISTORY     - Date     Condition        Report By
 SK0220  HISTORY     - 19720401 MONUMENTED       MNHD
 SK0220  HISTORY     - 1980     GOOD             NGS
 SK0220  HISTORY     - 1981     GOOD             MNDT
 SK0220  HISTORY     - 20021120 GOOD             MNDT
 SK0220  HISTORY     - 20140814 GOOD             MNDT
 SK0220  HISTORY     - 20230517 GOOD             MNDT
 SK0220
 SK0220                          STATION DESCRIPTION
 SK0220
 SK0220'DESCRIBED BY MN HIGHWAY DEPT 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, T141N, R31W.
 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, 16.5
 SK0220'METERS (54.0 FT) NORTH OF THE CENTERLINE OF THE ROAD.  IT IS 0.3
 SK0220'METERS EAST FROM A WITNESS POST AND 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.  IT IS AT TH
 SK0220'371 MP 84.75, PROJECTS 1 INCH, MAGNETIC, AND SUITABLE FOR GPS.
 SK0220
 SK0220                          STATION RECOVERY (2014)
 SK0220
 SK0220'RECOVERY NOTE BY MN DEPT OF TRANSP 2014 (MAS)
 SK0220'THE MARK IS LOCATED ABOUT 6.7 MI (10.8 KM) SOUTH-SOUTHEAST OF WALKER.
 SK0220'
 SK0220'TO REACH THE MARK GO 2.0 MI (3.2 KM) SOUTH ALONG TRUNK HIGHWAY 371
 SK0220'FROM THE JUNCTION OF TRUNK HIGHWAY 371 AND TRUNK HIGHWAY 200 EAST
 SK0220'(JUNCTION IS 4.0 MI (6.4 KM) SOUTHEAST OF WALKER), AT TRUNK HIGHWAY
 SK0220'371 MILE POINT 84.75.
 SK0220'
 SK0220'THE MARK IS LOCATED 71 FT (21.6 M) WEST OF TRUNK HIGHWAY 371, 54 FT
 SK0220'(16.5 M) NORTH OF TOWNSHIP ROAD/DRIVEWAY NUMBER 05033, 1.0 FT (0.3 M)
 SK0220'EAST OF A WITNESS POST.
 SK0220
 SK0220                          STATION RECOVERY (2023)
 SK0220
 SK0220'RECOVERY NOTE BY MN DEPT OF TRANSP 2023 (AJH)
 SK0220'6.7 MI (10.8 KM) SOUTH-SOUTHEAST OF WALKER, 2.0 MI (3.2 KM) SOUTH
 SK0220'ALONG TRUNK HIGHWAY 371 FROM THE JUNCTION OF TRUNK HIGHWAY 371 AND
 SK0220'TRUNK HIGHWAY 200 EAST (THE JUNCTION IS 4.0 MI (6.4 KM) SOUTHEAST OF
 SK0220'WALKER), AT TRUNK HIGHWAY 371 MILE POINT 84.75, 71.0 FT (21.6 M) WEST
 SK0220'OF TRUNK HIGHWAY 371, 54.0 FT (16.5 M) NORTH OF TOWNSHIP ROAD/DRIVEWAY
 SK0220'NUMBER 05033, 1.0 FT (0.3 M) EAST OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DQ4074 ***********************************************************************
 DQ4074  DESIGNATION -  1118 D
 DQ4074  PID         -  DQ4074
 DQ4074  STATE/COUNTY-  MN/CASS
 DQ4074  COUNTRY     -  US
 DQ4074  USGS QUAD   -  WALKER (2019)
 DQ4074
 DQ4074                         *CURRENT SURVEY CONTROL
 DQ4074  ______________________________________________________________________
 DQ4074* NAD 83(2011) POSITION- 47 01 52.29817(N) 094 32 17.40036(W)   ADJUSTED
 DQ4074* NAD 83(2011) ELLIP HT-   407.585 (meters)        (06/14/23)   ADJUSTED
 DQ4074* NAD 83(2011) EPOCH   -  2010.00
 DQ4074* NAVD 88 ORTHO HEIGHT -   435.402 (meters)     1428.48  (feet) ADJUSTED
 DQ4074  ______________________________________________________________________
 DQ4074  GEOID HEIGHT    -        -27.813 (meters)                     GEOID18
 DQ4074  NAD 83(2011) X  -   -344,615.279 (meters)                     COMP
 DQ4074  NAD 83(2011) Y  - -4,341,773.709 (meters)                     COMP
 DQ4074  NAD 83(2011) Z  -  4,644,427.417 (meters)                     COMP
 DQ4074  LAPLACE CORR    -         -3.85  (seconds)                    DEFLEC18
 DQ4074  DYNAMIC HEIGHT  -        435.436 (meters)     1428.59  (feet) COMP
 DQ4074  MODELED GRAVITY -    980,679.2   (mgal)                       NAVD 88
 DQ4074
 DQ4074  VERT ORDER      -  SECOND    CLASS I
 DQ4074
 DQ4074  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DQ4074  Standards:
 DQ4074         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DQ4074            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DQ4074  -------------------------------------------------------------------
 DQ4074  NETWORK    0.76   1.69           0.34   0.27   0.86     -0.02665277
 DQ4074  -------------------------------------------------------------------
 DQ4074  Click here for local accuracies and other accuracy information.
 DQ4074
 DQ4074.The horizontal coordinates were established by GPS observations
 DQ4074.and adjusted by the MN DEPT OF TRANSP in June 2023.
 DQ4074
 DQ4074.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DQ4074.been affixed to the stable North American tectonic plate. See 
 DQ4074.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DQ4074
 DQ4074.The horizontal coordinates are valid at the epoch date displayed above
 DQ4074.which is a decimal equivalence of Year/Month/Day.
 DQ4074
 DQ4074.The orthometric height was determined by differential leveling and
 DQ4074.adjusted by the NATIONAL GEODETIC SURVEY
 DQ4074.in February 2020.
 DQ4074
 DQ4074.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ4074.GEOID18 height accuracy estimate available here.
 DQ4074
 DQ4074.Click photographs - Photos may exist for this station.
 DQ4074
 DQ4074.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DQ4074
 DQ4074.The Laplace correction was computed from DEFLEC18 derived deflections.
 DQ4074
 DQ4074.The ellipsoidal height was determined by GPS observations
 DQ4074.and is referenced to NAD 83.
 DQ4074
 DQ4074.The dynamic height is computed by dividing the NAVD 88
 DQ4074.geopotential number by the normal gravity value computed on the
 DQ4074.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ4074.degrees latitude (g = 980.6199 gals.).
 DQ4074
 DQ4074.The modeled gravity was interpolated from observed gravity values.
 DQ4074
 DQ4074. The following values were computed from the NAD 83(2011) position.
 DQ4074
 DQ4074;                    North         East     Units Scale Factor Converg.
 DQ4074;SPC MN C     -   325,807.941   778,096.085   MT  0.99999594   -0 12 30.4
 DQ4074;SPC MN C     - 1,068,921.55  2,552,803.57   sFT  0.99999594   -0 12 30.4
 DQ4074;UTM  15      - 5,209,778.625   383,129.039   MT  0.99976787   -1 07 32.3
 DQ4074
 DQ4074!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DQ4074!SPC MN C     -   0.99993612  x   0.99999594  =   0.99993206
 DQ4074!UTM  15      -   0.99993612  x   0.99976787  =   0.99970400
 DQ4074
 DQ4074_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUN8312909778(NAD 83)
 DQ4074
 DQ4074                          SUPERSEDED SURVEY CONTROL
 DQ4074
 DQ4074  NAVD 88 (05/02/18)  435.401  (m)         1428.48   (f) SUPERSEDED  2 1
 DQ4074
 DQ4074.Superseded values are not recommended for survey control.
 DQ4074
 DQ4074.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DQ4074.See file dsdata.pdf to determine how the superseded data were derived.
 DQ4074
 DQ4074_MARKER: I = METAL ROD
 DQ4074_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DQ4074_STAMPING: 1118 D 2014
 DQ4074_MARK LOGO: MNDT
 DQ4074_PROJECTION: FLUSH
 DQ4074_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DQ4074_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ4074_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ4074+SATELLITE: SATELLITE OBSERVATIONS - May 17, 2023
 DQ4074_ROD/PIPE-DEPTH: 10.4 meters
 DQ4074
 DQ4074  HISTORY     - Date     Condition        Report By
 DQ4074  HISTORY     - 20140924 MONUMENTED       MNDT
 DQ4074  HISTORY     - 20230216 GOOD             MNDT
 DQ4074  HISTORY     - 20230517 GOOD             MNDT
 DQ4074
 DQ4074                          STATION DESCRIPTION
 DQ4074
 DQ4074'DESCRIBED BY MN DEPT OF TRANSP 2014
 DQ4074'THE MARK IS LOCATED ABOUT 5.9 MI (9.5 KM) SOUTHEAST OF WALKER.
 DQ4074'
 DQ4074'TO REACH THE MARK GO 1.55 MI (2.49 KM) SOUTH ALONG TRUNK HIGHWAY 371
 DQ4074'FROM THE JUNCTION OF TRUNK HIGHWAY 371 AND TRUNK HIGHWAY 200 (JUNCTION
 DQ4074'IS 4.0 MI (6.4 KM) SOUTHEAST OF WALKER), AT TRUNK HIGHWAY 371 MILE
 DQ4074'POINT 85.25.
 DQ4074'
 DQ4074'THE MARK IS LOCATED 16.0 FT (4.9 M) WEST OF TRUNK HIGHWAY 371, 19.9 FT
 DQ4074'(6.1 M) SOUTH OF ENTRANCE, 7.0 FT (2.1 M) NORTH-NORTHWEST OF END CABLE
 DQ4074'BARRIER POST, 1.5 FT (0.5 M) EAST OF A WITNESS POST.
 DQ4074'
 DQ4074'NOTE-THE STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM ROD
 DQ4074'DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION REMOVABLE DISK
 DQ4074'SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH PVC
 DQ4074'PIPE BACK FILLED WITH WASHED SAND.
 DQ4074
 DQ4074                          STATION RECOVERY (2023)
 DQ4074
 DQ4074'RECOVERY NOTE BY MN DEPT OF TRANSP 2023 (RXJ)
 DQ4074'RECOVERED AS DESCRIBED.
 DQ4074
 DQ4074                          STATION RECOVERY (2023)
 DQ4074
 DQ4074'RECOVERY NOTE BY MN DEPT OF TRANSP 2023 (AJH)
 DQ4074'5.9 MI (9.5 KM) SOUTHEAST OF WALKER, 1.55 MI (2.49 KM) SOUTH ALONG
 DQ4074'TRUNK HIGHWAY 371 FROM THE JUNCTION OF TRUNK HIGHWAY 371 AND TRUNK
 DQ4074'HIGHWAY 200 (THE JUNCTION IS 4.0 MI (6.4 KM) SOUTHEAST OF WALKER), AT
 DQ4074'TRUNK HIGHWAY 371 MILE POINT 85.25, 16.0 FT (4.9 M) WEST OF TRUNK
 DQ4074'HIGHWAY 371, 19.9 FT (6.1 M) SOUTH OF AN ENTRANCE, 7.0 FT (2.1 M)
 DQ4074'NORTH-NORTHWEST OF THE END CABLE BARRIER POST, 1.5 FT (0.5 M) EAST OF
 DQ4074'A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DQ4079 ***********************************************************************
 DQ4079  DESIGNATION -  1118 E
 DQ4079  PID         -  DQ4079
 DQ4079  STATE/COUNTY-  MN/CASS
 DQ4079  COUNTRY     -  US
 DQ4079  USGS QUAD   -  HACKENSACK (2019)
 DQ4079
 DQ4079                         *CURRENT SURVEY CONTROL
 DQ4079  ______________________________________________________________________
 DQ4079* NAD 83(2011) POSITION- 46 56 55.94319(N) 094 31 28.36551(W)   ADJUSTED
 DQ4079* NAD 83(2011) ELLIP HT-   411.111 (meters)        (06/14/23)   ADJUSTED
 DQ4079* NAD 83(2011) EPOCH   -  2010.00
 DQ4079* NAVD 88 ORTHO HEIGHT -   438.946 (meters)     1440.11  (feet) ADJUSTED
 DQ4079  ______________________________________________________________________
 DQ4079  GEOID HEIGHT    -        -27.845 (meters)                     GEOID18
 DQ4079  NAD 83(2011) X  -   -344,111.241 (meters)                     COMP
 DQ4079  NAD 83(2011) Y  - -4,348,529.496 (meters)                     COMP
 DQ4079  NAD 83(2011) Z  -  4,638,187.014 (meters)                     COMP
 DQ4079  LAPLACE CORR    -         -3.28  (seconds)                    DEFLEC18
 DQ4079  DYNAMIC HEIGHT  -        438.977 (meters)     1440.21  (feet) COMP
 DQ4079  MODELED GRAVITY -    980,671.9   (mgal)                       NAVD 88
 DQ4079
 DQ4079  VERT ORDER      -  SECOND    CLASS I
 DQ4079
 DQ4079  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DQ4079  Standards:
 DQ4079         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DQ4079            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DQ4079  -------------------------------------------------------------------
 DQ4079  NETWORK    0.76   1.78           0.34   0.27   0.91      0.02895890
 DQ4079  -------------------------------------------------------------------
 DQ4079  Click here for local accuracies and other accuracy information.
 DQ4079
 DQ4079.The horizontal coordinates were established by GPS observations
 DQ4079.and adjusted by the MN DEPT OF TRANSP in June 2023.
 DQ4079
 DQ4079.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DQ4079.been affixed to the stable North American tectonic plate. See 
 DQ4079.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DQ4079
 DQ4079.The horizontal coordinates are valid at the epoch date displayed above
 DQ4079.which is a decimal equivalence of Year/Month/Day.
 DQ4079
 DQ4079.The orthometric height was determined by differential leveling and
 DQ4079.adjusted by the NATIONAL GEODETIC SURVEY
 DQ4079.in February 2020.
 DQ4079
 DQ4079.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ4079.GEOID18 height accuracy estimate available here.
 DQ4079
 DQ4079.Click photographs - Photos may exist for this station.
 DQ4079
 DQ4079.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DQ4079
 DQ4079.The Laplace correction was computed from DEFLEC18 derived deflections.
 DQ4079
 DQ4079.The ellipsoidal height was determined by GPS observations
 DQ4079.and is referenced to NAD 83.
 DQ4079
 DQ4079.The dynamic height is computed by dividing the NAVD 88
 DQ4079.geopotential number by the normal gravity value computed on the
 DQ4079.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ4079.degrees latitude (g = 980.6199 gals.).
 DQ4079
 DQ4079.The modeled gravity was interpolated from observed gravity values.
 DQ4079
 DQ4079. The following values were computed from the NAD 83(2011) position.
 DQ4079
 DQ4079;                    North         East     Units Scale Factor Converg.
 DQ4079;SPC MN C     -   316,652.773   779,099.693   MT  0.99997947   -0 11 55.0
 DQ4079;SPC MN C     - 1,038,884.97  2,556,096.24   sFT  0.99997947   -0 11 55.0
 DQ4079;UTM  15      - 5,200,610.603   383,985.909   MT  0.99976542   -1 06 51.0
 DQ4079
 DQ4079!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DQ4079!SPC MN C     -   0.99993556  x   0.99997947  =   0.99991503
 DQ4079!UTM  15      -   0.99993556  x   0.99976542  =   0.99970100
 DQ4079
 DQ4079_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUN8398500610(NAD 83)
 DQ4079
 DQ4079                          SUPERSEDED SURVEY CONTROL
 DQ4079
 DQ4079  NAVD 88 (05/02/18)  438.950  (m)         1440.12   (f) SUPERSEDED  2 1
 DQ4079
 DQ4079.Superseded values are not recommended for survey control.
 DQ4079
 DQ4079.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DQ4079.See file dsdata.pdf to determine how the superseded data were derived.
 DQ4079
 DQ4079_MARKER: I = METAL ROD
 DQ4079_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DQ4079_STAMPING: 1118 E 2014
 DQ4079_MARK LOGO: MNDT
 DQ4079_PROJECTION: FLUSH
 DQ4079_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DQ4079_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ4079_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ4079+SATELLITE: SATELLITE OBSERVATIONS - May 16, 2023
 DQ4079_ROD/PIPE-DEPTH: 14.9 meters
 DQ4079
 DQ4079  HISTORY     - Date     Condition        Report By
 DQ4079  HISTORY     - 20140924 MONUMENTED       MNDT
 DQ4079  HISTORY     - 20230215 GOOD             MNDT
 DQ4079  HISTORY     - 20230516 GOOD             MNDT
 DQ4079
 DQ4079                          STATION DESCRIPTION
 DQ4079
 DQ4079'DESCRIBED BY MN DEPT OF TRANSP 2014
 DQ4079'THE MARK IS LOCATED ABOUT 1.4 MI (2.3 KM) NORTH OF HACKENSACK.
 DQ4079'
 DQ4079'TO REACH THE MARK GO 0.9 MI (1.4 KM) NORTH ALONG TRUNK HIGHWAY 371
 DQ4079'FROM THE JUNCTION OF TRUNK HIGHWAY 371 AND COUNTY ROAD 5 IN
 DQ4079'HACKENSACK, AT TRUNK HIGHWAY 371 MILE POINT 79.4.
 DQ4079'
 DQ4079'THE MARK IS LOCATED 29.2 FT (8.9 M) WEST OF TRUNK HIGHWAY 371, 67.1 FT
 DQ4079'(20.5 M) SOUTH OF ENTRANCE, 1.5 FT (0.5 M) EAST OF A WITNESS POST.
 DQ4079'
 DQ4079'NOTE-THE STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM ROD
 DQ4079'DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION REMOVABLE DISK
 DQ4079'SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH PVC
 DQ4079'PIPE BACK FILLED WITH WASHED SAND.
 DQ4079
 DQ4079                          STATION RECOVERY (2023)
 DQ4079
 DQ4079'RECOVERY NOTE BY MN DEPT OF TRANSP 2023 (MPP)
 DQ4079'RECOVERED AS DESCRIBED.
 DQ4079
 DQ4079                          STATION RECOVERY (2023)
 DQ4079
 DQ4079'RECOVERY NOTE BY MN DEPT OF TRANSP 2023 (AJH)
 DQ4079'1.4 MI (2.3 KM) NORTH OF HACKENSACK, 0.9 MI (1.4 KM) NORTH ALONG TRUNK
 DQ4079'HIGHWAY 371 FROM THE JUNCTION OF TRUNK HIGHWAY 371 AND COUNTY ROAD 5
 DQ4079'IN HACKENSACK, AT TRUNK HIGHWAY 371 MILE POINT 79.4, 29.2 FT (8.9 M)
 DQ4079'WEST OF TRUNK HIGHWAY 371, 67.1 FT (20.5 M) SOUTH OF AN ENTRANCE, 1.5
 DQ4079'FT (0.5 M) EAST OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DQ4080 ***********************************************************************
 DQ4080  DESIGNATION -  1118 F
 DQ4080  PID         -  DQ4080
 DQ4080  STATE/COUNTY-  MN/CASS
 DQ4080  COUNTRY     -  US
 DQ4080  USGS QUAD   -  HACKENSACK (2019)
 DQ4080
 DQ4080                         *CURRENT SURVEY CONTROL
 DQ4080  ______________________________________________________________________
 DQ4080* NAD 83(2011) POSITION- 46 55 13.41201(N) 094 31 09.19437(W)   ADJUSTED
 DQ4080* NAD 83(2011) ELLIP HT-   396.597 (meters)        (07/23/20)   ADJUSTED
 DQ4080* NAD 83(2011) EPOCH   -  2010.00
 DQ4080* NAVD 88 ORTHO HEIGHT -   424.451 (meters)     1392.55  (feet) ADJUSTED
 DQ4080  ______________________________________________________________________
 DQ4080  GEOID HEIGHT    -        -27.865 (meters)                     GEOID18
 DQ4080  NAD 83(2011) X  -   -343,888.561 (meters)                     COMP
 DQ4080  NAD 83(2011) Y  - -4,350,857.688 (meters)                     COMP
 DQ4080  NAD 83(2011) Z  -  4,636,014.284 (meters)                     COMP
 DQ4080  LAPLACE CORR    -         -3.30  (seconds)                    DEFLEC18
 DQ4080  DYNAMIC HEIGHT  -        424.479 (meters)     1392.64  (feet) COMP
 DQ4080  MODELED GRAVITY -    980,666.4   (mgal)                       NAVD 88
 DQ4080
 DQ4080  VERT ORDER      -  SECOND    CLASS I
 DQ4080
 DQ4080  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DQ4080  Standards:
 DQ4080         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DQ4080            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DQ4080  -------------------------------------------------------------------
 DQ4080  NETWORK    0.52   1.00           0.24   0.18   0.51      0.05109392
 DQ4080  -------------------------------------------------------------------
 DQ4080  Click here for local accuracies and other accuracy information.
 DQ4080
 DQ4080.The horizontal coordinates were established by GPS observations
 DQ4080.and adjusted by the MN DEPT OF TRANSP in July 2020.
 DQ4080
 DQ4080.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DQ4080.been affixed to the stable North American tectonic plate. See 
 DQ4080.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DQ4080
 DQ4080.The horizontal coordinates are valid at the epoch date displayed above
 DQ4080.which is a decimal equivalence of Year/Month/Day.
 DQ4080
 DQ4080.The orthometric height was determined by differential leveling and
 DQ4080.adjusted by the NATIONAL GEODETIC SURVEY
 DQ4080.in February 2020.
 DQ4080
 DQ4080.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ4080.GEOID18 height accuracy estimate available here.
 DQ4080
 DQ4080.Click photographs - Photos may exist for this station.
 DQ4080
 DQ4080.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DQ4080
 DQ4080.The Laplace correction was computed from DEFLEC18 derived deflections.
 DQ4080
 DQ4080.The ellipsoidal height was determined by GPS observations
 DQ4080.and is referenced to NAD 83.
 DQ4080
 DQ4080.The dynamic height is computed by dividing the NAVD 88
 DQ4080.geopotential number by the normal gravity value computed on the
 DQ4080.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ4080.degrees latitude (g = 980.6199 gals.).
 DQ4080
 DQ4080.The modeled gravity was interpolated from observed gravity values.
 DQ4080
 DQ4080. The following values were computed from the NAD 83(2011) position.
 DQ4080
 DQ4080;                    North         East     Units Scale Factor Converg.
 DQ4080;SPC MN C     -   313,485.266   779,494.328   MT  0.99997425   -0 11 41.1
 DQ4080;SPC MN C     - 1,028,492.91  2,557,390.97   sFT  0.99997425   -0 11 41.1
 DQ4080;UTM  15      - 5,197,437.868   384,329.823   MT  0.99976444   -1 06 35.2
 DQ4080
 DQ4080!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DQ4080!SPC MN C     -   0.99993784  x   0.99997425  =   0.99991209
 DQ4080!UTM  15      -   0.99993784  x   0.99976444  =   0.99970229
 DQ4080
 DQ4080_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUM8432997437(NAD 83)
 DQ4080
 DQ4080                          SUPERSEDED SURVEY CONTROL
 DQ4080
 DQ4080  NAVD 88 (05/02/18)  424.457  (m)         1392.57   (f) SUPERSEDED  2 1
 DQ4080
 DQ4080.Superseded values are not recommended for survey control.
 DQ4080
 DQ4080.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DQ4080.See file dsdata.pdf to determine how the superseded data were derived.
 DQ4080
 DQ4080_MARKER: I = METAL ROD
 DQ4080_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DQ4080_STAMPING: 1118 F 2014
 DQ4080_MARK LOGO: MNDT
 DQ4080_PROJECTION: FLUSH
 DQ4080_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DQ4080_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ4080_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ4080+SATELLITE: SATELLITE OBSERVATIONS - May 16, 2023
 DQ4080_ROD/PIPE-DEPTH: 11.9 meters
 DQ4080
 DQ4080  HISTORY     - Date     Condition        Report By
 DQ4080  HISTORY     - 20140924 MONUMENTED       MNDT
 DQ4080  HISTORY     - 20180802 GOOD             MNDT
 DQ4080  HISTORY     - 20180814 GOOD             MNDT
 DQ4080  HISTORY     - 20230215 GOOD             MNDT
 DQ4080  HISTORY     - 20230516 GOOD             MNDT
 DQ4080
 DQ4080                          STATION DESCRIPTION
 DQ4080
 DQ4080'DESCRIBED BY MN DEPT OF TRANSP 2014
 DQ4080'THE MARK IS LOCATED ABOUT IN HACKENSACK.
 DQ4080'
 DQ4080'TO REACH THE MARK GO 0.1 MI (0.2 KM) SOUTH ALONG TRUNK HIGHWAY 371
 DQ4080'FROM THE JUNCTION OF TRUNK HIGHWAY 371 AND COUNTY ROAD 40 IN
 DQ4080'HACKENSACK, AT TRUNK HIGHWAY 371 MILE POINT 77.35.
 DQ4080'
 DQ4080'THE MARK IS LOCATED 35.1 FT (10.7 M) EAST-NORTHEAST OF TRUNK HIGHWAY
 DQ4080'371, 86.5 FT (26.4 M) SOUTH-SOUTHWEST OF NORTH ENTRANCE TO AUTO BODY
 DQ4080'SHOP, 1.5 FT (0.5 M) WEST-SOUTHWEST OF A WITNESS POST.
 DQ4080'
 DQ4080'NOTE-THE STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM ROD
 DQ4080'DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION REMOVABLE DISK
 DQ4080'SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH PVC
 DQ4080'PIPE BACK FILLED WITH WASHED SAND.
 DQ4080
 DQ4080                          STATION RECOVERY (2018)
 DQ4080
 DQ4080'RECOVERY NOTE BY MN DEPT OF TRANSP 2018 (CDR)
 DQ4080'RECOVERED AS DESCRIBED.
 DQ4080
 DQ4080                          STATION RECOVERY (2018)
 DQ4080
 DQ4080'RECOVERY NOTE BY MN DEPT OF TRANSP 2018 (KDJ)
 DQ4080'RECOVERED IN GOOD CONDITION.
 DQ4080
 DQ4080                          STATION RECOVERY (2023)
 DQ4080
 DQ4080'RECOVERY NOTE BY MN DEPT OF TRANSP 2023 (MPP)
 DQ4080'RECOVERED AS DESCRIBED.
 DQ4080
 DQ4080                          STATION RECOVERY (2023)
 DQ4080
 DQ4080'RECOVERY NOTE BY MN DEPT OF TRANSP 2023 (AJH)
 DQ4080'IN HACKENSACK, 0.1 MI (0.2 KM) SOUTH ALONG TRUNK HIGHWAY 371 FROM THE
 DQ4080'JUNCTION OF TRUNK HIGHWAY 371 AND COUNTY ROAD 40 IN HACKENSACK, AT
 DQ4080'TRUNK HIGHWAY 371 MILE POINT 77.35, 35.1 FT (10.7 M) EAST-NORTHEAST OF
 DQ4080'TRUNK HIGHWAY 371, 86.5 FT (26.4 M) SOUTH-SOUTHWEST OF THE NORTH
 DQ4080'ENTRANCE TO AN AUTO BODY SHOP, 1.5 FT (0.5 M) WEST-SOUTHWEST OF A
 DQ4080'WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DQ4082 ***********************************************************************
 DQ4082  DESIGNATION -  1118 G
 DQ4082  PID         -  DQ4082
 DQ4082  STATE/COUNTY-  MN/CASS
 DQ4082  COUNTRY     -  US
 DQ4082  USGS QUAD   -  HACKENSACK (2019)
 DQ4082
 DQ4082                         *CURRENT SURVEY CONTROL
 DQ4082  ______________________________________________________________________
 DQ4082* NAD 83(2011) POSITION- 46 52 39.27730(N) 094 30 07.69088(W)   ADJUSTED
 DQ4082* NAD 83(2011) ELLIP HT-   383.452 (meters)        (06/14/23)   ADJUSTED
 DQ4082* NAD 83(2011) EPOCH   -  2010.00
 DQ4082* NAVD 88 ORTHO HEIGHT -   411.340 (meters)     1349.54  (feet) ADJUSTED
 DQ4082  ______________________________________________________________________
 DQ4082  GEOID HEIGHT    -        -27.890 (meters)                     GEOID18
 DQ4082  NAD 83(2011) X  -   -342,863.329 (meters)                     COMP
 DQ4082  NAD 83(2011) Y  - -4,354,415.877 (meters)                     COMP
 DQ4082  NAD 83(2011) Z  -  4,632,752.236 (meters)                     COMP
 DQ4082  LAPLACE CORR    -         -3.26  (seconds)                    DEFLEC18
 DQ4082  DYNAMIC HEIGHT  -        411.364 (meters)     1349.62  (feet) COMP
 DQ4082  MODELED GRAVITY -    980,658.3   (mgal)                       NAVD 88
 DQ4082
 DQ4082  VERT ORDER      -  SECOND    CLASS I
 DQ4082
 DQ4082  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DQ4082  Standards:
 DQ4082         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DQ4082            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DQ4082  -------------------------------------------------------------------
 DQ4082  NETWORK    0.75   1.71           0.34   0.26   0.87      0.04053140
 DQ4082  -------------------------------------------------------------------
 DQ4082  Click here for local accuracies and other accuracy information.
 DQ4082
 DQ4082.The horizontal coordinates were established by GPS observations
 DQ4082.and adjusted by the MN DEPT OF TRANSP in June 2023.
 DQ4082
 DQ4082.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DQ4082.been affixed to the stable North American tectonic plate. See 
 DQ4082.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DQ4082
 DQ4082.The horizontal coordinates are valid at the epoch date displayed above
 DQ4082.which is a decimal equivalence of Year/Month/Day.
 DQ4082
 DQ4082.The orthometric height was determined by differential leveling and
 DQ4082.adjusted by the NATIONAL GEODETIC SURVEY
 DQ4082.in February 2020.
 DQ4082
 DQ4082.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ4082.GEOID18 height accuracy estimate available here.
 DQ4082
 DQ4082.Click photographs - Photos may exist for this station.
 DQ4082
 DQ4082.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DQ4082
 DQ4082.The Laplace correction was computed from DEFLEC18 derived deflections.
 DQ4082
 DQ4082.The ellipsoidal height was determined by GPS observations
 DQ4082.and is referenced to NAD 83.
 DQ4082
 DQ4082.The dynamic height is computed by dividing the NAVD 88
 DQ4082.geopotential number by the normal gravity value computed on the
 DQ4082.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ4082.degrees latitude (g = 980.6199 gals.).
 DQ4082
 DQ4082.The modeled gravity was interpolated from observed gravity values.
 DQ4082
 DQ4082. The following values were computed from the NAD 83(2011) position.
 DQ4082
 DQ4082;                    North         East     Units Scale Factor Converg.
 DQ4082;SPC MN C     -   308,721.430   780,780.429   MT  0.99996688   -0 10 56.6
 DQ4082;SPC MN C     - 1,012,863.56  2,561,610.46   sFT  0.99996688   -0 10 56.6
 DQ4082;UTM  15      - 5,192,655.105   385,539.470   MT  0.99976102   -1 05 47.5
 DQ4082
 DQ4082!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DQ4082!SPC MN C     -   0.99993990  x   0.99996688  =   0.99990678
 DQ4082!UTM  15      -   0.99993990  x   0.99976102  =   0.99970093
 DQ4082
 DQ4082_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUM8553992655(NAD 83)
 DQ4082
 DQ4082                          SUPERSEDED SURVEY CONTROL
 DQ4082
 DQ4082  NAVD 88 (05/02/18)  411.348  (m)         1349.56   (f) SUPERSEDED  2 1
 DQ4082
 DQ4082.Superseded values are not recommended for survey control.
 DQ4082
 DQ4082.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DQ4082.See file dsdata.pdf to determine how the superseded data were derived.
 DQ4082
 DQ4082_MARKER: I = METAL ROD
 DQ4082_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DQ4082_STAMPING: 1118 G 2014
 DQ4082_MARK LOGO: MNDT
 DQ4082_PROJECTION: RECESSED 3 CENTIMETERS
 DQ4082_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DQ4082_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ4082_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ4082+SATELLITE: SATELLITE OBSERVATIONS - May 16, 2023
 DQ4082_ROD/PIPE-DEPTH: 10.4 meters
 DQ4082
 DQ4082  HISTORY     - Date     Condition        Report By
 DQ4082  HISTORY     - 20140924 MONUMENTED       MNDT
 DQ4082  HISTORY     - 20210707 GOOD             MNDT
 DQ4082  HISTORY     - 20230215 GOOD             MNDT
 DQ4082  HISTORY     - 20230516 GOOD             MNDT
 DQ4082
 DQ4082                          STATION DESCRIPTION
 DQ4082
 DQ4082'DESCRIBED BY MN DEPT OF TRANSP 2014
 DQ4082'THE MARK IS LOCATED ABOUT 4.0 MI (6.4 KM) NORTH OF BACKUS.
 DQ4082'
 DQ4082'TO REACH THE MARK GO 4.0 MI (6.4 KM) NORTH ALONG TRUNK HIGHWAY 371
 DQ4082'FROM THE JUNCTION OF TRUNK HIGHWAY 371 AND TRUNK HIGHWAY 87 WEST IN
 DQ4082'BACKUS, AT TRUNK HIGHWAY 371 MILE POINT 74.2.
 DQ4082'
 DQ4082'THE MARK IS LOCATED 29.0 FT (8.8 M) WEST OF TRUNK HIGHWAY 371, 30.1 FT
 DQ4082'(9.2 M) SOUTH OF ENTRANCE, 1.5 FT (0.5 M) EAST OF A WITNESS POST.
 DQ4082'
 DQ4082'NOTE-THE STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM ROD
 DQ4082'DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION REMOVABLE DISK
 DQ4082'SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH PVC
 DQ4082'PIPE BACK FILLED WITH WASHED SAND.
 DQ4082
 DQ4082                          STATION RECOVERY (2021)
 DQ4082
 DQ4082'RECOVERY NOTE BY MN DEPT OF TRANSP 2021 (KMS)
 DQ4082'RECOVERED IN GOOD CONDITION.
 DQ4082
 DQ4082                          STATION RECOVERY (2023)
 DQ4082
 DQ4082'RECOVERY NOTE BY MN DEPT OF TRANSP 2023 (BXG)
 DQ4082'RECOVERED AS DESCRIBED.
 DQ4082
 DQ4082                          STATION RECOVERY (2023)
 DQ4082
 DQ4082'RECOVERY NOTE BY MN DEPT OF TRANSP 2023 (AJH)
 DQ4082'4.0 MI (6.4 KM) NORTH OF BACKUS, 4.0 MI (6.4 KM) NORTH ALONG TRUNK
 DQ4082'HIGHWAY 371 FROM THE JUNCTION OF TRUNK HIGHWAY 371 AND TRUNK HIGHWAY
 DQ4082'87 WEST IN BACKUS, AT TRUNK HIGHWAY 371 MILE POINT 74.2, 29.0 FT (8.8
 DQ4082'M) WEST OF TRUNK HIGHWAY 371, 30.1 FT (9.2 M) SOUTH OF AN ENTRANCE,
 DQ4082'1.5 FT (0.5 M) EAST OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DQ4083 ***********************************************************************
 DQ4083  DESIGNATION -  1118 H
 DQ4083  PID         -  DQ4083
 DQ4083  STATE/COUNTY-  MN/CASS
 DQ4083  COUNTRY     -  US
 DQ4083  USGS QUAD   -  BACKUS (2019)
 DQ4083
 DQ4083                         *CURRENT SURVEY CONTROL
 DQ4083  ______________________________________________________________________
 DQ4083* NAD 83(2011) POSITION- 46 51 49.79427(N) 094 30 08.57272(W)   ADJUSTED
 DQ4083* NAD 83(2011) ELLIP HT-   388.314 (meters)        (06/14/23)   ADJUSTED
 DQ4083* NAD 83(2011) EPOCH   -  2010.00
 DQ4083* NAVD 88 ORTHO HEIGHT -   416.213 (meters)     1365.53  (feet) ADJUSTED
 DQ4083  ______________________________________________________________________
 DQ4083  GEOID HEIGHT    -        -27.890 (meters)                     GEOID18
 DQ4083  NAD 83(2011) X  -   -342,969.754 (meters)                     COMP
 DQ4083  NAD 83(2011) Y  - -4,355,529.534 (meters)                     COMP
 DQ4083  NAD 83(2011) Z  -  4,631,711.081 (meters)                     COMP
 DQ4083  LAPLACE CORR    -         -3.29  (seconds)                    DEFLEC18
 DQ4083  DYNAMIC HEIGHT  -        416.236 (meters)     1365.60  (feet) COMP
 DQ4083  MODELED GRAVITY -    980,655.8   (mgal)                       NAVD 88
 DQ4083
 DQ4083  VERT ORDER      -  SECOND    CLASS I
 DQ4083
 DQ4083  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DQ4083  Standards:
 DQ4083         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DQ4083            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DQ4083  -------------------------------------------------------------------
 DQ4083  NETWORK    0.77   1.63           0.35   0.27   0.83     -0.17499108
 DQ4083  -------------------------------------------------------------------
 DQ4083  Click here for local accuracies and other accuracy information.
 DQ4083
 DQ4083.The horizontal coordinates were established by GPS observations
 DQ4083.and adjusted by the MN DEPT OF TRANSP in June 2023.
 DQ4083
 DQ4083.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DQ4083.been affixed to the stable North American tectonic plate. See 
 DQ4083.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DQ4083
 DQ4083.The horizontal coordinates are valid at the epoch date displayed above
 DQ4083.which is a decimal equivalence of Year/Month/Day.
 DQ4083
 DQ4083.The orthometric height was determined by differential leveling and
 DQ4083.adjusted by the NATIONAL GEODETIC SURVEY
 DQ4083.in February 2020.
 DQ4083
 DQ4083.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ4083.GEOID18 height accuracy estimate available here.
 DQ4083
 DQ4083.Click photographs - Photos may exist for this station.
 DQ4083
 DQ4083.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DQ4083
 DQ4083.The Laplace correction was computed from DEFLEC18 derived deflections.
 DQ4083
 DQ4083.The ellipsoidal height was determined by GPS observations
 DQ4083.and is referenced to NAD 83.
 DQ4083
 DQ4083.The dynamic height is computed by dividing the NAVD 88
 DQ4083.geopotential number by the normal gravity value computed on the
 DQ4083.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ4083.degrees latitude (g = 980.6199 gals.).
 DQ4083
 DQ4083.The modeled gravity was interpolated from observed gravity values.
 DQ4083
 DQ4083. The following values were computed from the NAD 83(2011) position.
 DQ4083
 DQ4083;                    North         East     Units Scale Factor Converg.
 DQ4083;SPC MN C     -   307,193.509   780,756.888   MT  0.99996463   -0 10 57.3
 DQ4083;SPC MN C     - 1,007,850.70  2,561,533.22   sFT  0.99996463   -0 10 57.3
 DQ4083;UTM  15      - 5,191,128.067   385,491.569   MT  0.99976116   -1 05 47.2
 DQ4083
 DQ4083!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DQ4083!SPC MN C     -   0.99993913  x   0.99996463  =   0.99990377
 DQ4083!UTM  15      -   0.99993913  x   0.99976116  =   0.99970031
 DQ4083
 DQ4083_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUM8549191128(NAD 83)
 DQ4083
 DQ4083                          SUPERSEDED SURVEY CONTROL
 DQ4083
 DQ4083  NAVD 88 (05/02/18)  416.220  (m)         1365.55   (f) SUPERSEDED  2 1
 DQ4083
 DQ4083.Superseded values are not recommended for survey control.
 DQ4083
 DQ4083.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DQ4083.See file dsdata.pdf to determine how the superseded data were derived.
 DQ4083
 DQ4083_MARKER: I = METAL ROD
 DQ4083_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DQ4083_STAMPING: 1118 H 2014
 DQ4083_MARK LOGO: MNDT
 DQ4083_PROJECTION: RECESSED 3 CENTIMETERS
 DQ4083_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DQ4083_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ4083_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ4083+SATELLITE: SATELLITE OBSERVATIONS - May 16, 2023
 DQ4083_ROD/PIPE-DEPTH: 10.4 meters
 DQ4083
 DQ4083  HISTORY     - Date     Condition        Report By
 DQ4083  HISTORY     - 20140924 MONUMENTED       MNDT
 DQ4083  HISTORY     - 20210707 GOOD             MNDT
 DQ4083  HISTORY     - 20230215 GOOD             MNDT
 DQ4083  HISTORY     - 20230516 GOOD             MNDT
 DQ4083
 DQ4083                          STATION DESCRIPTION
 DQ4083
 DQ4083'DESCRIBED BY MN DEPT OF TRANSP 2014
 DQ4083'THE MARK IS LOCATED ABOUT 3.0 MI (4.8 KM) NORTH OF BACKUS.
 DQ4083'
 DQ4083'TO REACH THE MARK GO 3.0 MI (4.8 KM) NORTH ALONG TRUNK HIGHWAY 371
 DQ4083'FROM THE JUNCTION OF TRUNK HIGHWAY 371 AND TRUNK HIGHWAY 87 WEST IN
 DQ4083'BACKUS, AT TRUNK HIGHWAY 371 MILE POINT 73.2.
 DQ4083'
 DQ4083'THE MARK IS LOCATED 52.1 FT (15.9 M) WEST OF TRUNK HIGHWAY 371, 22.4
 DQ4083'FT (6.8 M) NORTH OF 16TH STREET NORTHWEST, 1.5 FT (0.5 M) EAST OF A
 DQ4083'WITNESS POST.
 DQ4083'
 DQ4083'NOTE-THE STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM ROD
 DQ4083'DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION REMOVABLE DISK
 DQ4083'SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH PVC
 DQ4083'PIPE BACK FILLED WITH WASHED SAND.
 DQ4083
 DQ4083                          STATION RECOVERY (2021)
 DQ4083
 DQ4083'RECOVERY NOTE BY MN DEPT OF TRANSP 2021 (KMS)
 DQ4083'RECOVERED IN GOOD CONDITION.
 DQ4083
 DQ4083                          STATION RECOVERY (2023)
 DQ4083
 DQ4083'RECOVERY NOTE BY MN DEPT OF TRANSP 2023 (BXG)
 DQ4083'RECOVERED AS DESCRIBED.
 DQ4083
 DQ4083                          STATION RECOVERY (2023)
 DQ4083
 DQ4083'RECOVERY NOTE BY MN DEPT OF TRANSP 2023 (AJH)
 DQ4083'3.0 MI (4.8 KM) NORTH OF BACKUS, 3.0 MI (4.8 KM) NORTH ALONG TRUNK
 DQ4083'HIGHWAY 371 FROM THE JUNCTION OF TRUNK HIGHWAY 371 AND TRUNK HIGHWAY
 DQ4083'87 WEST IN BACKUS, AT TRUNK HIGHWAY 371 MILE POINT 73.2, 52.1 FT (15.9
 DQ4083'M) WEST OF TRUNK HIGHWAY 371, 22.4 FT (6.8 M) NORTH OF 16TH STREET
 DQ4083'NORTHWEST, 1.5 FT (0.5 M) EAST OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DQ4084 ***********************************************************************
 DQ4084  DESIGNATION -  1118 J
 DQ4084  PID         -  DQ4084
 DQ4084  STATE/COUNTY-  MN/CASS
 DQ4084  COUNTRY     -  US
 DQ4084  USGS QUAD   -  BACKUS (2019)
 DQ4084
 DQ4084                         *CURRENT SURVEY CONTROL
 DQ4084  ______________________________________________________________________
 DQ4084* NAD 83(2011) POSITION- 46 50 53.83536(N) 094 30 08.60897(W)   ADJUSTED
 DQ4084* NAD 83(2011) ELLIP HT-   384.740 (meters)        (06/14/23)   ADJUSTED
 DQ4084* NAD 83(2011) EPOCH   -  2010.00
 DQ4084* NAVD 88 ORTHO HEIGHT -   412.614 (meters)     1353.72  (feet) ADJUSTED
 DQ4084  ______________________________________________________________________
 DQ4084  GEOID HEIGHT    -        -27.890 (meters)                     GEOID18
 DQ4084  NAD 83(2011) X  -   -343,069.309 (meters)                     COMP
 DQ4084  NAD 83(2011) Y  - -4,356,784.046 (meters)                     COMP
 DQ4084  NAD 83(2011) Z  -  4,630,526.729 (meters)                     COMP
 DQ4084  LAPLACE CORR    -         -3.36  (seconds)                    DEFLEC18
 DQ4084  DYNAMIC HEIGHT  -        412.635 (meters)     1353.79  (feet) COMP
 DQ4084  MODELED GRAVITY -    980,652.9   (mgal)                       NAVD 88
 DQ4084
 DQ4084  VERT ORDER      -  SECOND    CLASS I
 DQ4084
 DQ4084  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DQ4084  Standards:
 DQ4084         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DQ4084            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DQ4084  -------------------------------------------------------------------
 DQ4084  NETWORK    0.72   1.63           0.33   0.25   0.83      0.09375945
 DQ4084  -------------------------------------------------------------------
 DQ4084  Click here for local accuracies and other accuracy information.
 DQ4084
 DQ4084.The horizontal coordinates were established by GPS observations
 DQ4084.and adjusted by the MN DEPT OF TRANSP in June 2023.
 DQ4084
 DQ4084.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DQ4084.been affixed to the stable North American tectonic plate. See 
 DQ4084.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DQ4084
 DQ4084.The horizontal coordinates are valid at the epoch date displayed above
 DQ4084.which is a decimal equivalence of Year/Month/Day.
 DQ4084
 DQ4084.The orthometric height was determined by differential leveling and
 DQ4084.adjusted by the NATIONAL GEODETIC SURVEY
 DQ4084.in February 2020.
 DQ4084
 DQ4084.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ4084.GEOID18 height accuracy estimate available here.
 DQ4084
 DQ4084.Click photographs - Photos may exist for this station.
 DQ4084
 DQ4084.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DQ4084
 DQ4084.The Laplace correction was computed from DEFLEC18 derived deflections.
 DQ4084
 DQ4084.The ellipsoidal height was determined by GPS observations
 DQ4084.and is referenced to NAD 83.
 DQ4084
 DQ4084.The dynamic height is computed by dividing the NAVD 88
 DQ4084.geopotential number by the normal gravity value computed on the
 DQ4084.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ4084.degrees latitude (g = 980.6199 gals.).
 DQ4084
 DQ4084.The modeled gravity was interpolated from observed gravity values.
 DQ4084
 DQ4084. The following values were computed from the NAD 83(2011) position.
 DQ4084
 DQ4084;                    North         East     Units Scale Factor Converg.
 DQ4084;SPC MN C     -   305,465.572   780,750.614   MT  0.99996216   -0 10 57.3
 DQ4084;SPC MN C     - 1,002,181.63  2,561,512.64   sFT  0.99996216   -0 10 57.3
 DQ4084;UTM  15      - 5,189,400.799   385,457.747   MT  0.99976126   -1 05 46.3
 DQ4084
 DQ4084!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DQ4084!SPC MN C     -   0.99993969  x   0.99996216  =   0.99990186
 DQ4084!UTM  15      -   0.99993969  x   0.99976126  =   0.99970097
 DQ4084
 DQ4084_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUM8545789400(NAD 83)
 DQ4084
 DQ4084                          SUPERSEDED SURVEY CONTROL
 DQ4084
 DQ4084  NAVD 88 (05/02/18)  412.621  (m)         1353.74   (f) SUPERSEDED  2 1
 DQ4084
 DQ4084.Superseded values are not recommended for survey control.
 DQ4084
 DQ4084.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DQ4084.See file dsdata.pdf to determine how the superseded data were derived.
 DQ4084
 DQ4084_MARKER: I = METAL ROD
 DQ4084_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DQ4084_STAMPING: 1118 J 2014
 DQ4084_MARK LOGO: MNDT
 DQ4084_PROJECTION: FLUSH
 DQ4084_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DQ4084_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ4084_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ4084+SATELLITE: SATELLITE OBSERVATIONS - May 16, 2023
 DQ4084_ROD/PIPE-DEPTH: 8.2 meters
 DQ4084
 DQ4084  HISTORY     - Date     Condition        Report By
 DQ4084  HISTORY     - 20140924 MONUMENTED       MNDT
 DQ4084  HISTORY     - 20230215 GOOD             MNDT
 DQ4084  HISTORY     - 20230516 GOOD             MNDT
 DQ4084
 DQ4084                          STATION DESCRIPTION
 DQ4084
 DQ4084'DESCRIBED BY MN DEPT OF TRANSP 2014
 DQ4084'THE MARK IS LOCATED ABOUT 2.0 MI (3.2 KM) NORTH OF BACKUS.
 DQ4084'
 DQ4084'TO REACH THE MARK GO 2.0 MI (3.2 KM) NORTH ALONG TRUNK HIGHWAY 371
 DQ4084'FROM THE JUNCTION OF TRUNK HIGHWAY 371 AND TRUNK HIGHWAY 87 WEST IN
 DQ4084'BACKUS, AT TRUNK HIGHWAY 371 MILE POINT 72.2.
 DQ4084'
 DQ4084'THE MARK IS LOCATED 42.5 FT (13.0 M) WEST OF TRUNK HIGHWAY 371, 6.0 FT
 DQ4084'(1.8 M) EAST OF A FENCE LINE, 30.9 FT (9.4 M) SOUTH-SOUTHEAST OF A
 DQ4084'FENCE CORNER, 1.5 FT (0.5 M) EAST OF A WITNESS POST.
 DQ4084'
 DQ4084'NOTE-THE STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM ROD
 DQ4084'DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION REMOVABLE DISK
 DQ4084'SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH PVC
 DQ4084'PIPE BACK FILLED WITH WASHED SAND.
 DQ4084
 DQ4084                          STATION RECOVERY (2023)
 DQ4084
 DQ4084'RECOVERY NOTE BY MN DEPT OF TRANSP 2023 (BXG)
 DQ4084'RECOVERED AS DESCRIBED.
 DQ4084
 DQ4084                          STATION RECOVERY (2023)
 DQ4084
 DQ4084'RECOVERY NOTE BY MN DEPT OF TRANSP 2023 (AJH)
 DQ4084'2.0 MI (3.2 KM) NORTH OF BACKUS, 2.0 MI (3.2 KM) NORTH ALONG TRUNK
 DQ4084'HIGHWAY 371 FROM THE JUNCTION OF TRUNK HIGHWAY 371 AND TRUNK HIGHWAY
 DQ4084'87 WEST IN BACKUS, AT TRUNK HIGHWAY 371 MILE POINT 72.2, 42.5 FT (13.0
 DQ4084'M) WEST OF TRUNK HIGHWAY 371, 6.0 FT (1.8 M) EAST OF A FENCE LINE,
 DQ4084'30.9 FT (9.4 M) SOUTH-SOUTHEAST OF A FENCE CORNER, 1.5 FT (0.5 M) EAST
 DQ4084'OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 SK0217 ***********************************************************************
 SK0217  DESIGNATION -  1119 A
 SK0217  PID         -  SK0217
 SK0217  STATE/COUNTY-  MN/CASS
 SK0217  COUNTRY     -  US
 SK0217  USGS QUAD   -  WALKER (2019)
 SK0217
 SK0217                         *CURRENT SURVEY CONTROL
 SK0217  ______________________________________________________________________
 SK0217* NAD 83(2011) POSITION- 47 03 32.82376(N) 094 33 05.08687(W)   ADJUSTED
 SK0217* NAD 83(2011) ELLIP HT-   382.363 (meters)        (06/27/12)   ADJUSTED
 SK0217* NAD 83(2011) EPOCH   -  2010.00
 SK0217* NAVD 88 ORTHO HEIGHT -   410.170 (meters)     1345.70  (feet) ADJUSTED
 SK0217  ______________________________________________________________________
 SK0217  GEOID HEIGHT    -        -27.800 (meters)                     GEOID18
 SK0217  NAD 83(2011) X  -   -345,437.379 (meters)                     COMP
 SK0217  NAD 83(2011) Y  - -4,339,411.779 (meters)                     COMP
 SK0217  NAD 83(2011) Z  -  4,646,524.449 (meters)                     COMP
 SK0217  LAPLACE CORR    -         -4.78  (seconds)                    DEFLEC18
 SK0217  DYNAMIC HEIGHT  -        410.205 (meters)     1345.81  (feet) COMP
 SK0217  MODELED GRAVITY -    980,687.2   (mgal)                       NAVD 88
 SK0217
 SK0217  VERT ORDER      -  SECOND    CLASS I
 SK0217
 SK0217  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 SK0217  Standards:
 SK0217         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 SK0217            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 SK0217  -------------------------------------------------------------------
 SK0217  NETWORK    0.46   0.61           0.21   0.16   0.31      0.03765729
 SK0217  -------------------------------------------------------------------
 SK0217  Click here for local accuracies and other accuracy information.
 SK0217
 SK0217.The horizontal coordinates were established by GPS observations
 SK0217.and adjusted by the National Geodetic Survey in June 2012.
 SK0217
 SK0217.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 SK0217.been affixed to the stable North American tectonic plate. See 
 SK0217.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 SK0217
 SK0217.The horizontal coordinates are valid at the epoch date displayed above
 SK0217.which is a decimal equivalence of Year/Month/Day.
 SK0217
 SK0217.The orthometric height was determined by differential leveling and
 SK0217.adjusted by the NATIONAL GEODETIC SURVEY
 SK0217.in February 2020.
 SK0217
 SK0217.Significant digits in the geoid height do not necessarily reflect accuracy.
 SK0217.GEOID18 height accuracy estimate available here.
 SK0217
 SK0217.Click photographs - Photos may exist for this station.
 SK0217
 SK0217.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 SK0217
 SK0217.The Laplace correction was computed from DEFLEC18 derived deflections.
 SK0217
 SK0217.The ellipsoidal height was determined by GPS observations
 SK0217.and is referenced to NAD 83.
 SK0217
 SK0217.The dynamic height is computed by dividing the NAVD 88
 SK0217.geopotential number by the normal gravity value computed on the
 SK0217.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SK0217.degrees latitude (g = 980.6199 gals.).
 SK0217
 SK0217.The modeled gravity was interpolated from observed gravity values.
 SK0217
 SK0217. The following values were computed from the NAD 83(2011) position.
 SK0217
 SK0217;                    North         East     Units Scale Factor Converg.
 SK0217;SPC MN C     -   328,915.997   777,101.039   MT  1.00000201   -0 13 04.9
 SK0217;SPC MN C     - 1,079,118.57  2,549,538.99   sFT  1.00000201   -0 13 04.9
 SK0217;UTM  15      - 5,212,901.499   382,184.107   MT  0.99977060   -1 08 09.1
 SK0217
 SK0217!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SK0217!SPC MN C     -   0.99994007  x   1.00000201  =   0.99994208
 SK0217!UTM  15      -   0.99994007  x   0.99977060  =   0.99971068
 SK0217
 SK0217_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUN8218412901(NAD 83)
 SK0217
 SK0217                          SUPERSEDED SURVEY CONTROL
 SK0217
 SK0217  NAD 83(2007)-  47 03 32.82374(N)    094 33 05.08770(W) AD(2002.00) 0
 SK0217  ELLIP H (02/10/07)  382.393  (m)                       GP(2002.00)    
 SK0217  NAD 83(1996)-  47 03 32.82363(N)    094 33 05.08774(W) AD(       ) 1
 SK0217  ELLIP H (10/21/02)  382.405  (m)                       GP(       ) 3 2
 SK0217  NAVD 88 (05/02/18)  410.164  (m)         1345.68   (f) SUPERSEDED  2 1
 SK0217  NAVD 88             410.16   (m)         1345.7    (f) LEVELING    3  
 SK0217  NAVD 88 (06/15/91)  410.163  (m)         1345.68   (f) SUPERSEDED  1 2
 SK0217
 SK0217.Superseded values are not recommended for survey control.
 SK0217
 SK0217.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SK0217.See file dsdata.pdf to determine how the superseded data were derived.
 SK0217
 SK0217_MARKER: DB = BENCH MARK DISK
 SK0217_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 SK0217_STAMPING: 1119 A 1972
 SK0217_MARK LOGO: MNHD
 SK0217_PROJECTION: FLUSH
 SK0217_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 SK0217_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SK0217_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 SK0217+SATELLITE: SATELLITE OBSERVATIONS - May 16, 2023
 SK0217
 SK0217  HISTORY     - Date     Condition        Report By
 SK0217  HISTORY     - 19720401 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  HISTORY     - 20140813 GOOD             MNDT
 SK0217  HISTORY     - 20180814 GOOD             MNDT
 SK0217  HISTORY     - 20230216 GOOD             MNDT
 SK0217  HISTORY     - 20230516 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, T141N, R31W.
 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.
 SK0217
 SK0217                          STATION RECOVERY (2014)
 SK0217
 SK0217'RECOVERY NOTE BY MN DEPT OF TRANSP 2014 (MAS)
 SK0217'THE MARK IS LOCATED ABOUT 3.2 MI (5.1 KM) SOUTHEAST OF WALKER.
 SK0217'
 SK0217'TO REACH THE MARK GO 4.0 MI (6.4 KM) EAST AND SOUTH ALONG TRUNK
 SK0217'HIGHWAY 371  FROM THE JUNCTION OF TRUNK HIGHWAY 371 AND TRUNK HIGHWAY
 SK0217'34 IN WALKER, AT TRUNK HIGHWAY 371 MILE POINT 87.5.
 SK0217'
 SK0217'THE MARK IS LOCATED 94 FT (28.7 M) NORTHEAST OF TRUNK HIGHWAY 371, 55
 SK0217'FT (16.8 M) SOUTHWEST OF WALKER BAY ROAD, 15 FT (4.6 M) WEST OF
 SK0217'UNDERGROUND CABLE POST, 1.0 FT (0.3 M) SOUTHWEST OF A WITNESS POST.
 SK0217
 SK0217                          STATION RECOVERY (2018)
 SK0217
 SK0217'RECOVERY NOTE BY MN DEPT OF TRANSP 2018 (TJD)
 SK0217'RECOVERED IN GOOD CONDITION.
 SK0217
 SK0217                          STATION RECOVERY (2023)
 SK0217
 SK0217'RECOVERY NOTE BY MN DEPT OF TRANSP 2023 (AXH)
 SK0217'RECOVERED AS DESCRIBED.
 SK0217
 SK0217                          STATION RECOVERY (2023)
 SK0217
 SK0217'RECOVERY NOTE BY MN DEPT OF TRANSP 2023 (TJD)
 SK0217'3.2 MI (5.1 KM) SOUTHEAST OF WALKER, 4.0 MI (6.4 KM) EAST AND SOUTH
 SK0217'ALONG TRUNK HIGHWAY 371 FROM THE JUNCTION OF TRUNK HIGHWAY 371 AND
 SK0217'TRUNK HIGHWAY 34 IN WALKER, AT TRUNK HIGHWAY 371 MILE POINT 87.5, 94.0
 SK0217'FT (28.7 M) NORTHEAST OF TRUNK HIGHWAY 371, 55.0 FT (16.8 M) SOUTHWEST
 SK0217'OF WALKER BAY ROAD, 15.0 FT (4.6 M) WEST OF AN UNDERGROUND CABLE POST,
 SK0217'1.0 FT (0.3 M) SOUTHWEST OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 SK0200 ***********************************************************************
 SK0200  DESIGNATION -  1119 BA
 SK0200  PID         -  SK0200
 SK0200  STATE/COUNTY-  MN/CASS
 SK0200  COUNTRY     -  US
 SK0200  USGS QUAD   -  WALKER (2019)
 SK0200
 SK0200                         *CURRENT SURVEY CONTROL
 SK0200  ______________________________________________________________________
 SK0200* NAD 83(1986) POSITION- 47 05 53.01   (N) 094 34 48.31   (W)   HD_HELD1
 SK0200* NAVD 88 ORTHO HEIGHT -   423.888 (meters)     1390.71  (feet) ADJUSTED
 SK0200  ______________________________________________________________________
 SK0200  GEOID HEIGHT    -        -27.771 (meters)                     GEOID18
 SK0200  DYNAMIC HEIGHT  -        423.934 (meters)     1390.86  (feet) COMP
 SK0200  MODELED GRAVITY -    980,708.7   (mgal)                       NAVD 88
 SK0200
 SK0200  VERT ORDER      -  SECOND    CLASS I
 SK0200
 SK0200.The horizontal coordinates were determined by differentially corrected
 SK0200.hand held GPS observations or other comparable positioning techniques
 SK0200.and have an estimated accuracy of +/- 3 meters.
 SK0200
 SK0200.The orthometric height was determined by differential leveling and
 SK0200.adjusted by the NATIONAL GEODETIC SURVEY
 SK0200.in February 2020.
 SK0200
 SK0200.Significant digits in the geoid height do not necessarily reflect accuracy.
 SK0200.GEOID18 height accuracy estimate available here.
 SK0200
 SK0200.Click photographs - Photos may exist for this station.
 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     -   333,253.8     774,940.7     MT  (+/- 3 meters HH1 GPS) 
 SK0200
 SK0200_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUN8009417272(NAD 83)
 SK0200
 SK0200                          SUPERSEDED SURVEY CONTROL
 SK0200
 SK0200  NAVD 88 (08/26/19)  423.884  (m)         1390.69   (f) SUPERSEDED  2 1
 SK0200  NAVD 88 (05/02/18)  423.875  (m)         1390.66   (f) SUPERSEDED  2 1
 SK0200  NAVD 88 (09/23/13)  423.874  (m)         1390.66   (f) SUPERSEDED  2 1
 SK0200  NAVD 88 (06/15/91)  423.849  (m)         1390.58   (f) SUPERSEDED  2 0
 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
 SK0200.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SK0200.See file dsdata.pdf to determine how the superseded data were derived.
 SK0200
 SK0200_MARKER: DB = BENCH MARK DISK
 SK0200_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 SK0200_SP_SET: STEP
 SK0200_STAMPING: 1119 BA 1972
 SK0200_MARK LOGO: MNHD
 SK0200_MAGNETIC: N = NO MAGNETIC MATERIAL
 SK0200_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SK0200_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 SK0200+SATELLITE: SATELLITE OBSERVATIONS - June 13, 2023
 SK0200
 SK0200  HISTORY     - Date     Condition        Report By
 SK0200  HISTORY     - 19720401 MONUMENTED       MNHD
 SK0200  HISTORY     - 1980     GOOD             NGS
 SK0200  HISTORY     - 20120420 GOOD             MNDT
 SK0200  HISTORY     - 20140813 GOOD             MNDT
 SK0200  HISTORY     - 20230613 GOOD             MNDT
 SK0200
 SK0200                          STATION DESCRIPTION
 SK0200
 SK0200'DESCRIBED BY MN HIGHWAY DEPT 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.
 SK0200
 SK0200                          STATION RECOVERY (2012)
 SK0200
 SK0200'RECOVERY NOTE BY MN DEPT OF TRANSP 2012 (KMS)
 SK0200'IN WALKER, IN TOP STEP OF HIGH SCHOOL STAIRS, 0.3 MILE SOUTH ALONG 4TH
 SK0200'STREET SOUTH FROM JUNCTION OF 4TH STREET SOUTH AND TRUNK HIGHWAY 371
 SK0200'(TRUNK HIGHWAY 200) IN WALKER, 0.2 MILE SOUTH OF TRUNK HIGHWAY 371,
 SK0200'54.0 FEET EAST OF 4TH STREET, 5.5 FEET NORTH OF WEST DOOR NUMBER 3,
 SK0200'0.5 FOOT WEST OF WEST WALL.
 SK0200
 SK0200                          STATION RECOVERY (2014)
 SK0200
 SK0200'RECOVERY NOTE BY MN DEPT OF TRANSP 2014 (JAM)
 SK0200'THE STATION IS LOCATED ABOUT 9.5 MI (15.3 KM) NORTHEAST OF AKELEY, 6.6
 SK0200'MI (10.6 KM) SOUTHEAST OF BENEDICT AND IN THE TOWN OF WALKER, MN.
 SK0200'
 SK0200'TO REACH THE MARK GO 0.3 MI (0.5 KM) SOUTH ALONG FOURTH STREET SOUTH
 SK0200'FROM THE JUNCTION OF FOURTH STREET SOUTH AND TRUNK HIGHWAY 371/TRUNK
 SK0200'HIGHWAY 200 IN WALKER.
 SK0200'
 SK0200'THE MARK IS LOCATED 54.0 FT (16.5 M) EAST OF FOURTH STREET, 5.5 FT
 SK0200'(1.7 M) NORTH OF WEST DOOR NUMBER 3, 0.5 FT (15 CM) WEST OF WEST WALL.
 SK0200
 SK0200                          STATION RECOVERY (2023)
 SK0200
 SK0200'RECOVERY NOTE BY MN DEPT OF TRANSP 2023 (TJD)
 SK0200'IN WALKER, 0.3 MI (0.5 KM) SOUTH ALONG FOURTH STREET SOUTH FROM THE
 SK0200'JUNCTION OF FOURTH STREET SOUTH AND TRUNK HIGHWAY 371/TRUNK HIGHWAY
 SK0200'200 IN WALKER, 54.0 FT (16.5 M) EAST OF FOURTH STREET, 5.5 FT (1.7 M)
 SK0200'NORTH OF WEST DOOR NUMBER 3, 0.5 FT (15 CM) WEST OF THE WEST WALL.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 SK0212 ***********************************************************************
 SK0212  DESIGNATION -  1119 C
 SK0212  PID         -  SK0212
 SK0212  STATE/COUNTY-  MN/CASS
 SK0212  COUNTRY     -  US
 SK0212  USGS QUAD   -  WALKER (2019)
 SK0212
 SK0212                         *CURRENT SURVEY CONTROL
 SK0212  ______________________________________________________________________
 SK0212* NAD 83(1986) POSITION- 47 04 19.62   (N) 094 33 55.21   (W)   HD_HELD1
 SK0212* NAVD 88 ORTHO HEIGHT -   408.281 (meters)     1339.50  (feet) ADJUSTED
 SK0212  ______________________________________________________________________
 SK0212  GEOID HEIGHT    -        -27.774 (meters)                     GEOID18
 SK0212  DYNAMIC HEIGHT  -        408.320 (meters)     1339.63  (feet) COMP
 SK0212  MODELED GRAVITY -    980,696.0   (mgal)                       NAVD 88
 SK0212
 SK0212  VERT ORDER      -  SECOND    CLASS I
 SK0212
 SK0212.The horizontal coordinates were determined by differentially corrected
 SK0212.hand held GPS observations or other comparable positioning techniques
 SK0212.and have an estimated accuracy of +/- 3 meters.
 SK0212
 SK0212.The orthometric height was determined by differential leveling and
 SK0212.adjusted by the NATIONAL GEODETIC SURVEY
 SK0212.in February 2020.
 SK0212
 SK0212.Significant digits in the geoid height do not necessarily reflect accuracy.
 SK0212.GEOID18 height accuracy estimate available here.
 SK0212
 SK0212.Click photographs - Photos may exist for this station.
 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     -   330,365.2     776,049.0     MT  (+/- 3 meters HH1 GPS) 
 SK0212
 SK0212_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUN8115514367(NAD 83)
 SK0212
 SK0212                          SUPERSEDED SURVEY CONTROL
 SK0212
 SK0212  NAVD 88 (05/02/18)  408.271  (m)         1339.47   (f) SUPERSEDED  2 1
 SK0212  NAVD 88 (06/15/91)  408.273  (m)         1339.48   (f) SUPERSEDED  1 2
 SK0212
 SK0212.Superseded values are not recommended for survey control.
 SK0212
 SK0212.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SK0212.See file dsdata.pdf to determine how the superseded data were derived.
 SK0212
 SK0212_MARKER: DB = BENCH MARK DISK
 SK0212_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 SK0212_STAMPING: 1119 C 1972
 SK0212_MARK LOGO: MNHD
 SK0212_PROJECTION: RECESSED 15 CENTIMETERS
 SK0212_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 SK0212_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SK0212_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 SK0212+SATELLITE: SATELLITE OBSERVATIONS - May 16, 2023
 SK0212
 SK0212  HISTORY     - Date     Condition        Report By
 SK0212  HISTORY     - 19720401 MONUMENTED       MNHD
 SK0212  HISTORY     - 1980     GOOD             NGS
 SK0212  HISTORY     - 20000214 GOOD             MNDT
 SK0212  HISTORY     - 20070905 GOOD             MNDT
 SK0212  HISTORY     - 20140813 GOOD             MNDT
 SK0212  HISTORY     - 20230516 GOOD             MNDT
 SK0212
 SK0212                          STATION DESCRIPTION
 SK0212
 SK0212'DESCRIBED BY MN HIGHWAY DEPT 1972
 SK0212'2.2 MI SE FROM WALKER.
 SK0212'MARK IS LOCATED 2.85 MILES EAST AND SOUTH ALONG T.H. 371 FROM THE
 SK0212'JUNCTION OF T.H. 371 AND T.H. 34 IN WALKER, 1.9 MILES NORTHWEST OF THE
 SK0212'JUNCTION OF T.H. 371 AND T.H. 200, 0.05 MILES SOUTH OF T.H. 290, 96
 SK0212'FEET WEST OF THE CENTERLINE OF T.H. 371 AT MILE POINT 88.65, 1 FOOT
 SK0212'EAST OF A STEEL WITNESS POST IN A 6 FOOT PRECAST CONCRETE MONUMENT
 SK0212'BURIED 6 INCHES BELOW GROUND.  SW 1/4 SECTION 35, T142, R31.
 SK0212
 SK0212                          STATION RECOVERY (1980)
 SK0212
 SK0212'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 SK0212'RECOVERED IN GOOD CONDITION.
 SK0212
 SK0212                          STATION RECOVERY (2000)
 SK0212
 SK0212'RECOVERY NOTE BY MN DEPT OF TRANSP 2000 (WAS)
 SK0212'THE MARK WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.  0.7 MI (1.1
 SK0212'KM) EAST AND SOUTH OF JCT OF TH 34 AND TH 371 AT WALKER, 60.7 FT (18.5
 SK0212'M) SW OF TH 371, MAGNETIC, NOT SUITABLE FOR GPS.
 SK0212
 SK0212                          STATION RECOVERY (2007)
 SK0212
 SK0212'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (JRS)
 SK0212'UPON EXAMINATION (IN OFFICE), THE DATABASE DESCRIPTION WAS FOUND TO
 SK0212'CONTAIN TWO CONFLICTING DISTANCES FROM THE INTERSECTION OF THE SAME
 SK0212'TWO ROADS IN EACH DESCRIPTION. THE EARLIER DESCRIPTION CONTAINING A
 SK0212'DISTANCE OF 2.85 MILES WAS FOUND TO BE MORE CREDIBLE THAN THE MORE
 SK0212'RECENT DISTANCE OF 0.7 MILE. ON-SITE CLEARIFICATION MAY BE DEPENDANT
 SK0212'ON WHEN A FUTURE SURVEY PROJECT IS SENT TO THE AREA IN QUESTION.
 SK0212
 SK0212                          STATION RECOVERY (2014)
 SK0212
 SK0212'RECOVERY NOTE BY MN DEPT OF TRANSP 2014 (MAS)
 SK0212'THE MARK IS LOCATED ABOUT 2.0 MI (3.2 KM) SOUTHEAST WALKER.
 SK0212'
 SK0212'TO REACH THE MARK GO 2.85 MI (4.59 KM) EAST AND SOUTH ALONG TRUNK
 SK0212'HIGHWAY 371/TRUNK HIGHWAY 200 FROM THE JUNCTION OF TRUNK HIGHWAY
 SK0212'371/TRUNK HIGHWAY 200 AND TRUNK HIGHWAY 34 AT WALKER, AT TRUNK HIGHWAY
 SK0212'371 MILE POINT 88.6.
 SK0212'
 SK0212'THE MARK IS LOCATED 60.7 FT (18.5 M) SOUTHWEST OF TRUNK HIGHWAY 371,
 SK0212'AT TRUNK HIGHWAY 371 MILE POINT 89.6, 90.0 FT (27.4 M) WEST-SOUTHWEST
 SK0212'OF TRUNK HIGHWAY 371, 1.0 FT (0.3 M) EAST OF A WITNESS POST.
 SK0212
 SK0212                          STATION RECOVERY (2023)
 SK0212
 SK0212'RECOVERY NOTE BY MN DEPT OF TRANSP 2023 (TJD)
 SK0212'2.0 MI (3.2 KM) SOUTHEAST WALKER, 2.85 MI (4.59 KM) EAST AND SOUTH
 SK0212'ALONG TRUNK HIGHWAY 371/TRUNK HIGHWAY 200 FROM THE JUNCTION OF TRUNK
 SK0212'HIGHWAY 371/TRUNK HIGHWAY 200 AND TRUNK HIGHWAY 34 IN WALKER, AT TRUNK
 SK0212'HIGHWAY 371 MILE POINT 88.6, 60.7 FT (18.5 M) SOUTHWEST OF TRUNK
 SK0212'HIGHWAY 371, 90.0 FT (27.4 M) WEST-SOUTHWEST OF TRUNK HIGHWAY 371, 1.0
 SK0212'FT (0.3 M) EAST OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 SK0210 ***********************************************************************
 SK0210  DESIGNATION -  1119 D
 SK0210  PID         -  SK0210
 SK0210  STATE/COUNTY-  MN/CASS
 SK0210  COUNTRY     -  US
 SK0210  USGS QUAD   -  WALKER (2019)
 SK0210
 SK0210                         *CURRENT SURVEY CONTROL
 SK0210  ______________________________________________________________________
 SK0210* NAD 83(1986) POSITION- 47 05 04.90   (N) 094 34 12.07   (W)   HD_HELD1
 SK0210* NAVD 88 ORTHO HEIGHT -   406.631 (meters)     1334.09  (feet) ADJUSTED
 SK0210  ______________________________________________________________________
 SK0210  GEOID HEIGHT    -        -27.772 (meters)                     GEOID18
 SK0210  DYNAMIC HEIGHT  -        406.672 (meters)     1334.22  (feet) COMP
 SK0210  MODELED GRAVITY -    980,701.2   (mgal)                       NAVD 88
 SK0210
 SK0210  VERT ORDER      -  SECOND    CLASS I
 SK0210
 SK0210.The horizontal coordinates were determined by differentially corrected
 SK0210.hand held GPS observations or other comparable positioning techniques
 SK0210.and have an estimated accuracy of +/- 3 meters.
 SK0210
 SK0210.The orthometric height was determined by differential leveling and
 SK0210.adjusted by the NATIONAL GEODETIC SURVEY
 SK0210.in February 2020.
 SK0210
 SK0210.Significant digits in the geoid height do not necessarily reflect accuracy.
 SK0210.GEOID18 height accuracy estimate available here.
 SK0210
 SK0210.Click photographs - Photos may exist for this station.
 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     -   331,765.0     775,699.0     MT  (+/- 3 meters HH1 GPS) 
 SK0210
 SK0210_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUN8082815771(NAD 83)
 SK0210
 SK0210                          SUPERSEDED SURVEY CONTROL
 SK0210
 SK0210  NAVD 88 (05/02/18)  406.619  (m)         1334.05   (f) SUPERSEDED  2 1
 SK0210  NAVD 88 (06/15/91)  406.619  (m)         1334.05   (f) SUPERSEDED  1 2
 SK0210
 SK0210.Superseded values are not recommended for survey control.
 SK0210
 SK0210.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SK0210.See file dsdata.pdf to determine how the superseded data were derived.
 SK0210
 SK0210_MARKER: DB = BENCH MARK DISK
 SK0210_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 SK0210_STAMPING: 1119 D 1972
 SK0210_MARK LOGO: MNHD
 SK0210_PROJECTION: PROJECTING 5 CENTIMETERS
 SK0210_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 SK0210_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SK0210_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 SK0210+SATELLITE: SATELLITE OBSERVATIONS - May 16, 2023
 SK0210
 SK0210  HISTORY     - Date     Condition        Report By
 SK0210  HISTORY     - 19720401 MONUMENTED       MNHD
 SK0210  HISTORY     - 1980     GOOD             NGS
 SK0210  HISTORY     - 20000214 GOOD             MNDT
 SK0210  HISTORY     - 20120717 GOOD             MNDT
 SK0210  HISTORY     - 20140813 GOOD             MNDT
 SK0210  HISTORY     - 20230516 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.
 SK0210
 SK0210                          STATION RECOVERY (2012)
 SK0210
 SK0210'RECOVERY NOTE BY MN DEPT OF TRANSP 2012 (KMS)
 SK0210'1.0 MILE SOUTHEAST OF WALKER, 1.85 MILES EAST AND SOUTHERLY ALONG
 SK0210'TRUNK HIGHWAY 371/ TRUNK HIGHWAY 200 FROM JUNCTION OF TRUNK HIGHWAY
 SK0210'371/ TRUNK HIGHWAY 200 AND TRUNK HIGHWAY 34 IN WALKER, AT TRUNK
 SK0210'HIGHWAY 371 MILEPOINT 89.6, 60.7 FEET SOUTHWEST OF TRUNK HIGHWAY 371.
 SK0210
 SK0210                          STATION RECOVERY (2014)
 SK0210
 SK0210'RECOVERY NOTE BY MN DEPT OF TRANSP 2014 (MAS)
 SK0210'THE STATION IS LOCATED ABOUT 9.3 MI (15.0 KM) NORTHEAST OF AKELEY, 7.6
 SK0210'MI (12.2 KM) SOUTHEAST OF BENEDICT AND 1.4 MI (2.3 KM) SOUTHEAST OF
 SK0210'WALKER.
 SK0210'
 SK0210'TO REACH THE MARK GO 1.85 MI (2.98 KM) EAST AND SOUTHERLY ALONG TRUNK
 SK0210'HIGHWAY 371/TRUNK HIGHWAY 200 FROM THE JUNCTION OF TRUNK HIGHWAY
 SK0210'371/TRUNK HIGHWAY 200 AND TRUNK HIGHWAY 34 IN WALKER, AT TRUNK HIGHWAY
 SK0210'371 MILE POINT 89.6.
 SK0210'
 SK0210'THE MARK IS LOCATED 60.7 FT (18.5 M) SOUTHWEST OF TRUNK HIGHWAY 371,
 SK0210'1.0 FT (0.3 M) NORTHEAST OF A WITNESS POST.
 SK0210
 SK0210                          STATION RECOVERY (2023)
 SK0210
 SK0210'RECOVERY NOTE BY MN DEPT OF TRANSP 2023 (TJD)
 SK0210'1.0 MI (1.6 KM) SOUTHEAST OF WALKER, 1.85 MI (2.98 KM) EAST AND
 SK0210'SOUTHERLY ALONG TRUNK HIGHWAY 371/TRUNK HIGHWAY 200 FROM THE JUNCTION
 SK0210'OF TRUNK HIGHWAY 371/ TRUNK HIGHWAY 200 AND TRUNK HIGHWAY 34 IN
 SK0210'WALKER, AT TRUNK HIGHWAY 371 MILE POINT 89.6, 60.7 FT (18.5 M)
 SK0210'SOUTHWEST OF TRUNK HIGHWAY 371, 1.0 FT (0.3 M) NORTHEAST OF A WITNESS
 SK0210'POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DQ4066 ***********************************************************************
 DQ4066  DESIGNATION -  1119 G
 DQ4066  PID         -  DQ4066
 DQ4066  STATE/COUNTY-  MN/CASS
 DQ4066  COUNTRY     -  US
 DQ4066  USGS QUAD   -  WALKER (2019)
 DQ4066
 DQ4066                         *CURRENT SURVEY CONTROL
 DQ4066  ______________________________________________________________________
 DQ4066* NAD 83(2011) POSITION- 47 06 04.94809(N) 094 34 30.74949(W)   ADJUSTED
 DQ4066* NAD 83(2011) ELLIP HT-   373.853 (meters)        (06/14/23)   ADJUSTED
 DQ4066* NAD 83(2011) EPOCH   -  2010.00
 DQ4066* NAVD 88 ORTHO HEIGHT -   401.634 (meters)     1317.69  (feet) ADJUSTED
 DQ4066  ______________________________________________________________________
 DQ4066  GEOID HEIGHT    -        -27.783 (meters)                     GEOID18
 DQ4066  NAD 83(2011) X  -   -346,964.627 (meters)                     COMP
 DQ4066  NAD 83(2011) Y  - -4,335,832.699 (meters)                     COMP
 DQ4066  NAD 83(2011) Z  -  4,649,717.474 (meters)                     COMP
 DQ4066  LAPLACE CORR    -         -4.18  (seconds)                    DEFLEC18
 DQ4066  DYNAMIC HEIGHT  -        401.676 (meters)     1317.83  (feet) COMP
 DQ4066  MODELED GRAVITY -    980,706.5   (mgal)                       NAVD 88
 DQ4066
 DQ4066  VERT ORDER      -  SECOND    CLASS I
 DQ4066
 DQ4066  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DQ4066  Standards:
 DQ4066         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DQ4066            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DQ4066  -------------------------------------------------------------------
 DQ4066  NETWORK    0.66   1.45           0.30   0.23   0.74      0.07427279
 DQ4066  -------------------------------------------------------------------
 DQ4066  Click here for local accuracies and other accuracy information.
 DQ4066
 DQ4066.The horizontal coordinates were established by GPS observations
 DQ4066.and adjusted by the MN DEPT OF TRANSP in June 2023.
 DQ4066
 DQ4066.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DQ4066.been affixed to the stable North American tectonic plate. See 
 DQ4066.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DQ4066
 DQ4066.The horizontal coordinates are valid at the epoch date displayed above
 DQ4066.which is a decimal equivalence of Year/Month/Day.
 DQ4066
 DQ4066.The orthometric height was determined by differential leveling and
 DQ4066.adjusted by the NATIONAL GEODETIC SURVEY
 DQ4066.in February 2020.
 DQ4066
 DQ4066.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ4066.GEOID18 height accuracy estimate available here.
 DQ4066
 DQ4066.Click photographs - Photos may exist for this station.
 DQ4066
 DQ4066.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DQ4066
 DQ4066.The Laplace correction was computed from DEFLEC18 derived deflections.
 DQ4066
 DQ4066.The ellipsoidal height was determined by GPS observations
 DQ4066.and is referenced to NAD 83.
 DQ4066
 DQ4066.The dynamic height is computed by dividing the NAVD 88
 DQ4066.geopotential number by the normal gravity value computed on the
 DQ4066.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ4066.degrees latitude (g = 980.6199 gals.).
 DQ4066
 DQ4066.The modeled gravity was interpolated from observed gravity values.
 DQ4066
 DQ4066. The following values were computed from the NAD 83(2011) position.
 DQ4066
 DQ4066;                    North         East     Units Scale Factor Converg.
 DQ4066;SPC MN C     -   333,620.926   775,312.570   MT  1.00001164   -0 14 06.9
 DQ4066;SPC MN C     - 1,094,554.65  2,543,671.32   sFT  1.00001164   -0 14 06.9
 DQ4066;UTM  15      - 5,217,633.381   380,471.673   MT  0.99977559   -1 09 14.6
 DQ4066
 DQ4066!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DQ4066!SPC MN C     -   0.99994140  x   1.00001164  =   0.99995304
 DQ4066!UTM  15      -   0.99994140  x   0.99977559  =   0.99971701
 DQ4066
 DQ4066_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUN8047117633(NAD 83)
 DQ4066
 DQ4066                          SUPERSEDED SURVEY CONTROL
 DQ4066
 DQ4066  NAVD 88 (05/02/18)  401.620  (m)         1317.65   (f) SUPERSEDED  2 1
 DQ4066
 DQ4066.Superseded values are not recommended for survey control.
 DQ4066
 DQ4066.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DQ4066.See file dsdata.pdf to determine how the superseded data were derived.
 DQ4066
 DQ4066_MARKER: I = METAL ROD
 DQ4066_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DQ4066_STAMPING: 1119 G 2014
 DQ4066_MARK LOGO: MNDT
 DQ4066_PROJECTION: FLUSH
 DQ4066_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DQ4066_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ4066_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ4066+SATELLITE: SATELLITE OBSERVATIONS - May 16, 2023
 DQ4066_ROD/PIPE-DEPTH: 4.3 meters
 DQ4066
 DQ4066  HISTORY     - Date     Condition        Report By
 DQ4066  HISTORY     - 20140924 MONUMENTED       MNDT
 DQ4066  HISTORY     - 20230216 GOOD             MNDT
 DQ4066  HISTORY     - 20230516 GOOD             MNDT
 DQ4066
 DQ4066                          STATION DESCRIPTION
 DQ4066
 DQ4066'DESCRIBED BY MN DEPT OF TRANSP 2014
 DQ4066'THE STATION IS LOCATED ABOUT 9.8 MI (15.8 KM) NORTHEAST OF AKELEY, 6.7
 DQ4066'MI (10.8 KM) SOUTHEAST OF BENEDICT AND IN THE TOWN OF WALKER, MN.
 DQ4066'
 DQ4066'TO REACH THE MARK GO 0.55 MI (0.88 KM) EAST ALONG TRUNK HIGHWAY 371
 DQ4066'FROM THE JUNCTION OF TRUNK HIGHWAY 371 AND TRUNK HIGHWAY 34 IN WALKER,
 DQ4066'AT TRUNK HIGHWAY 371 MILE POINT 91.0.
 DQ4066'
 DQ4066'THE MARK IS LOCATED 12.5 FT (3.8 M) NORTH OF TRUNK HIGHWAY 371/TRUNK
 DQ4066'HIGHWAY 200, 23.3 FT (7.1 M) SOUTH OF FRONTAGE ROAD, 23.5 FT (7.2 M)
 DQ4066'WEST-NORTHWEST OF MILE POINT 91, 1.5 FT (0.5 M) SOUTH OF A WITNESS
 DQ4066'POST.
 DQ4066'
 DQ4066'NOTE-THE STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM ROD
 DQ4066'DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION REMOVABLE DISK
 DQ4066'SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH PVC
 DQ4066'PIPE BACK FILLED WITH WASHED SAND.
 DQ4066
 DQ4066                          STATION RECOVERY (2023)
 DQ4066
 DQ4066'RECOVERY NOTE BY MN DEPT OF TRANSP 2023 (AXH)
 DQ4066'RECOVERED AS DESCRIBED.
 DQ4066
 DQ4066                          STATION RECOVERY (2023)
 DQ4066
 DQ4066'RECOVERY NOTE BY MN DEPT OF TRANSP 2023 (TJD)
 DQ4066'IN WALKER, 0.55 MI (0.88 KM) EAST ALONG TRUNK HIGHWAY 371 FROM THE
 DQ4066'JUNCTION OF TRUNK HIGHWAY 371 AND TRUNK HIGHWAY 34 IN WALKER, AT TRUNK
 DQ4066'HIGHWAY 371 MILE POINT 91.0, 12.5 FT (3.8 M) NORTH OF TRUNK HIGHWAY
 DQ4066'371/TRUNK HIGHWAY 200, 23.3 FT (7.1 M) SOUTH OF A FRONTAGE ROAD, 23.5
 DQ4066'FT (7.2 M) WEST-NORTHWEST OF MILE POINT 91, 22.4 FT (6.8 M) NORTHWEST
 DQ4066'OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DQ4067 ***********************************************************************
 DQ4067  DESIGNATION -  1119 H
 DQ4067  PID         -  DQ4067
 DQ4067  STATE/COUNTY-  MN/CASS
 DQ4067  COUNTRY     -  US
 DQ4067  USGS QUAD   -  WALKER (2019)
 DQ4067
 DQ4067                         *CURRENT SURVEY CONTROL
 DQ4067  ______________________________________________________________________
 DQ4067* NAD 83(2011) POSITION- 47 04 42.40199(N) 094 33 55.50226(W)   ADJUSTED
 DQ4067* NAD 83(2011) ELLIP HT-   375.758 (meters)        (06/14/23)   ADJUSTED
 DQ4067* NAD 83(2011) EPOCH   -  2010.00
 DQ4067* NAVD 88 ORTHO HEIGHT -   403.522 (meters)     1323.89  (feet) ADJUSTED
 DQ4067  ______________________________________________________________________
 DQ4067  GEOID HEIGHT    -        -27.777 (meters)                     GEOID18
 DQ4067  NAD 83(2011) X  -   -346,372.424 (meters)                     COMP
 DQ4067  NAD 83(2011) Y  - -4,337,754.445 (meters)                     COMP
 DQ4067  NAD 83(2011) Z  -  4,647,983.193 (meters)                     COMP
 DQ4067  LAPLACE CORR    -         -5.43  (seconds)                    DEFLEC18
 DQ4067  DYNAMIC HEIGHT  -        403.561 (meters)     1324.02  (feet) COMP
 DQ4067  MODELED GRAVITY -    980,697.7   (mgal)                       NAVD 88
 DQ4067
 DQ4067  VERT ORDER      -  SECOND    CLASS I
 DQ4067
 DQ4067  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DQ4067  Standards:
 DQ4067         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DQ4067            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DQ4067  -------------------------------------------------------------------
 DQ4067  NETWORK    0.71   1.72           0.32   0.25   0.88      0.08262422
 DQ4067  -------------------------------------------------------------------
 DQ4067  Click here for local accuracies and other accuracy information.
 DQ4067
 DQ4067.The horizontal coordinates were established by GPS observations
 DQ4067.and adjusted by the MN DEPT OF TRANSP in June 2023.
 DQ4067
 DQ4067.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DQ4067.been affixed to the stable North American tectonic plate. See 
 DQ4067.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DQ4067
 DQ4067.The horizontal coordinates are valid at the epoch date displayed above
 DQ4067.which is a decimal equivalence of Year/Month/Day.
 DQ4067
 DQ4067.The orthometric height was determined by differential leveling and
 DQ4067.adjusted by the NATIONAL GEODETIC SURVEY
 DQ4067.in February 2020.
 DQ4067
 DQ4067.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ4067.GEOID18 height accuracy estimate available here.
 DQ4067
 DQ4067.Click photographs - Photos may exist for this station.
 DQ4067
 DQ4067.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DQ4067
 DQ4067.The Laplace correction was computed from DEFLEC18 derived deflections.
 DQ4067
 DQ4067.The ellipsoidal height was determined by GPS observations
 DQ4067.and is referenced to NAD 83.
 DQ4067
 DQ4067.The dynamic height is computed by dividing the NAVD 88
 DQ4067.geopotential number by the normal gravity value computed on the
 DQ4067.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ4067.degrees latitude (g = 980.6199 gals.).
 DQ4067
 DQ4067.The modeled gravity was interpolated from observed gravity values.
 DQ4067
 DQ4067. The following values were computed from the NAD 83(2011) position.
 DQ4067
 DQ4067;                    North         East     Units Scale Factor Converg.
 DQ4067;SPC MN C     -   331,068.789   776,045.668   MT  1.00000634   -0 13 41.4
 DQ4067;SPC MN C     - 1,086,181.52  2,546,076.50   sFT  1.00000634   -0 13 41.4
 DQ4067;UTM  15      - 5,215,070.420   381,163.601   MT  0.99977356   -1 08 47.3
 DQ4067
 DQ4067!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DQ4067!SPC MN C     -   0.99994110  x   1.00000634  =   0.99994744
 DQ4067!UTM  15      -   0.99994110  x   0.99977356  =   0.99971468
 DQ4067
 DQ4067_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUN8116315070(NAD 83)
 DQ4067
 DQ4067                          SUPERSEDED SURVEY CONTROL
 DQ4067
 DQ4067  NAVD 88 (05/02/18)  403.511  (m)         1323.85   (f) SUPERSEDED  2 1
 DQ4067
 DQ4067.Superseded values are not recommended for survey control.
 DQ4067
 DQ4067.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DQ4067.See file dsdata.pdf to determine how the superseded data were derived.
 DQ4067
 DQ4067_MARKER: I = METAL ROD
 DQ4067_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DQ4067_STAMPING: 1119 H 2014
 DQ4067_MARK LOGO: MNDT
 DQ4067_PROJECTION: RECESSED 3 CENTIMETERS
 DQ4067_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DQ4067_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ4067_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ4067+SATELLITE: SATELLITE OBSERVATIONS - May 16, 2023
 DQ4067_ROD/PIPE-DEPTH: 16.5 meters
 DQ4067
 DQ4067  HISTORY     - Date     Condition        Report By
 DQ4067  HISTORY     - 20140924 MONUMENTED       MNDT
 DQ4067  HISTORY     - 20230216 GOOD             MNDT
 DQ4067  HISTORY     - 20230516 GOOD             MNDT
 DQ4067
 DQ4067                          STATION DESCRIPTION
 DQ4067
 DQ4067'DESCRIBED BY MN DEPT OF TRANSP 2014
 DQ4067'THE MARK IS LOCATED ABOUT 1.6 MI (2.6 KM) SOUTHEAST OF WALKER.
 DQ4067'
 DQ4067'TO REACH THE MARK GO 2.3 MI (3.7 KM) EAST AND SOUTH ALONG TRUNK
 DQ4067'HIGHWAY 371 FROM THE JUNCTION OF TRUNK HIGHWAY 371 AND TRUNK HIGHWAY
 DQ4067'34 IN WALKER, AT TRUNK HIGHWAY 371 MILE POINT 89.1.
 DQ4067'
 DQ4067'THE MARK IS LOCATED 42.5 FT (13.0 M) WEST-SOUTHWEST OF TRUNK HIGHWAY
 DQ4067'371/TRUNK HIGHWAY 200, 23.9 FT (7.3 M) EAST-NORTHEAST OF TRAIL, 1.5 FT
 DQ4067'(0.5 M) EAST-NORTHEAST OF A WITNESS POST.
 DQ4067'
 DQ4067'NOTE-THE STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM ROD
 DQ4067'DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION REMOVABLE DISK
 DQ4067'SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH PVC
 DQ4067'PIPE BACK FILLED WITH WASHED SAND.
 DQ4067
 DQ4067                          STATION RECOVERY (2023)
 DQ4067
 DQ4067'RECOVERY NOTE BY MN DEPT OF TRANSP 2023 (AXH)
 DQ4067'RECOVERED AS DESCRIBED.
 DQ4067
 DQ4067                          STATION RECOVERY (2023)
 DQ4067
 DQ4067'RECOVERY NOTE BY MN DEPT OF TRANSP 2023 (TJD)
 DQ4067'1.6 MI (2.6 KM) SOUTHEAST OF WALKER, 2.3 MI (3.7 KM) EAST AND SOUTH
 DQ4067'ALONG TRUNK HIGHWAY 371 FROM THE JUNCTION OF TRUNK HIGHWAY 371 AND
 DQ4067'TRUNK HIGHWAY 34 IN WALKER, AT TRUNK HIGHWAY 371 MILE POINT 89.1, 42.5
 DQ4067'FT (13.0 M) WEST-SOUTHWEST OF TRUNK HIGHWAY 371/TRUNK HIGHWAY 200,
 DQ4067'23.9 FT (7.3 M) EAST-NORTHEAST OF A TRAIL, 1.5 FT (0.5 M)
 DQ4067'EAST-NORTHEAST OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DQ4068 ***********************************************************************
 DQ4068  DESIGNATION -  1119 J
 DQ4068  PID         -  DQ4068
 DQ4068  STATE/COUNTY-  MN/CASS
 DQ4068  COUNTRY     -  US
 DQ4068  USGS QUAD   -  WALKER (2019)
 DQ4068
 DQ4068                         *CURRENT SURVEY CONTROL
 DQ4068  ______________________________________________________________________
 DQ4068* NAD 83(1986) POSITION- 47 04 00.43   (N) 094 33 51.88   (W)   HD_HELD1
 DQ4068* NAVD 88 ORTHO HEIGHT -   399.354 (meters)     1310.21  (feet) ADJUSTED
 DQ4068  ______________________________________________________________________
 DQ4068  GEOID HEIGHT    -        -27.775 (meters)                     GEOID18
 DQ4068  DYNAMIC HEIGHT  -        399.391 (meters)     1310.34  (feet) COMP
 DQ4068  MODELED GRAVITY -    980,694.2   (mgal)                       NAVD 88
 DQ4068
 DQ4068  VERT ORDER      -  SECOND    CLASS I
 DQ4068
 DQ4068.The horizontal coordinates were determined by differentially corrected
 DQ4068.hand held GPS observations or other comparable positioning techniques
 DQ4068.and have an estimated accuracy of +/- 3 meters.
 DQ4068
 DQ4068.The orthometric height was determined by differential leveling and
 DQ4068.adjusted by the NATIONAL GEODETIC SURVEY
 DQ4068.in February 2020.
 DQ4068
 DQ4068.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ4068.GEOID18 height accuracy estimate available here.
 DQ4068
 DQ4068.Click photographs - Photos may exist for this station.
 DQ4068
 DQ4068.The dynamic height is computed by dividing the NAVD 88
 DQ4068.geopotential number by the normal gravity value computed on the
 DQ4068.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ4068.degrees latitude (g = 980.6199 gals.).
 DQ4068
 DQ4068.The modeled gravity was interpolated from observed gravity values.
 DQ4068
 DQ4068;                    North         East    Units  Estimated Accuracy
 DQ4068;SPC MN C     -   329,772.3     776,116.9     MT  (+/- 3 meters HH1 GPS) 
 DQ4068
 DQ4068_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUN8121413773(NAD 83)
 DQ4068
 DQ4068                          SUPERSEDED SURVEY CONTROL
 DQ4068
 DQ4068  NAVD 88 (05/02/18)  399.346  (m)         1310.19   (f) SUPERSEDED  2 1
 DQ4068
 DQ4068.Superseded values are not recommended for survey control.
 DQ4068
 DQ4068.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DQ4068.See file dsdata.pdf to determine how the superseded data were derived.
 DQ4068
 DQ4068_MARKER: DV = VERTICAL CONTROL DISK
 DQ4068_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DQ4068_SP_SET: BRIDGE ABUTMENT
 DQ4068_STAMPING: 1119 J 1993
 DQ4068_MARK LOGO: MNDT
 DQ4068_MAGNETIC: N = NO MAGNETIC MATERIAL
 DQ4068_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ4068_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DQ4068+SATELLITE: SATELLITE OBSERVATIONS - November 06, 2014
 DQ4068
 DQ4068  HISTORY     - Date     Condition        Report By
 DQ4068  HISTORY     - 19930401 MONUMENTED       MNDT
 DQ4068  HISTORY     - 20140401 GOOD             MNDT
 DQ4068  HISTORY     - 20141106 GOOD             MNDT
 DQ4068
 DQ4068                          STATION DESCRIPTION
 DQ4068
 DQ4068'DESCRIBED BY MN DEPT OF TRANSP 2014 (MPP)
 DQ4068'THE MARK IS LOCATED ABOUT 2.3 MI (3.7 KM) SOUTHEAST OF WALKER.
 DQ4068'
 DQ4068'TO REACH THE MARK IN BRIDGE ABUTMENT IN SOUTHEAST CORNER OF TRUNK
 DQ4068'HIGHWAY 371 BRIDGE NUMBER 11007, 3.15 MI (5.07 KM) EAST AND SOUTH
 DQ4068'ALONG TRUNK HIGHWAY 371/TRUNK HIGHWAY 200 FROM THE JUNCTION OF TRUNK
 DQ4068'HIGHWAY 371 AND TRUNK HIGHWAY 34 IN WALKER, AT TRUNK HIGHWAY 371 MILE
 DQ4068'POINT 88.3.
 DQ4068'
 DQ4068'THE MARK IS LOCATED 26.0 FT (7.9 M) EAST OF TRUNK HIGHWAY 371, 1.0 FT
 DQ4068'(0.3 M) NORTHEAST OF A WITNESS POST.
 DQ4068
 DQ4068                          STATION RECOVERY (2014)
 DQ4068
 DQ4068'RECOVERY NOTE BY MN DEPT OF TRANSP 2014 (MAS)
 DQ4068'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 QO1561 ***********************************************************************
 QO1561  DESIGNATION -  112
 QO1561  PID         -  QO1561
 QO1561  STATE/COUNTY-  MN/CHISAGO
 QO1561  COUNTRY     -  US
 QO1561  USGS QUAD   -  RUSH CITY (2019)
 QO1561
 QO1561                         *CURRENT SURVEY CONTROL
 QO1561  ______________________________________________________________________
 QO1561* NAD 83(1996) POSITION- 45 38 38.46511(N) 092 59 10.26257(W)   ADJUSTED
 QO1561* NAVD 88 ORTHO HEIGHT -   284.6   (meters)      934.    (feet) VERTCON3
 QO1561  ______________________________________________________________________
 QO1561  GEOID HEIGHT    -        -28.001 (meters)                     GEOID18
 QO1561  LAPLACE CORR    -         10.11  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 QO1561.GEOID18 height accuracy estimate available here.
 QO1561
 QO1561.Click photographs - Photos may exist for this station.
 QO1561
 QO1561.The Laplace correction was computed from DEFLEC18 derived deflections.
 QO1561
 QO1561. The following values were computed from the NAD 83(1996) position.
 QO1561
 QO1561;                    North         East     Units Scale Factor Converg.
 QO1561;SPC MN C     -   172,366.824   898,520.516   MT  0.99999419   +0 54 51.2
 QO1561;SPC MN C     -   565,506.82  2,947,896.06   sFT  0.99999419   +0 54 51.2
 QO1561;SPC WI C     -   205,492.431   367,246.736   MT  1.00003062   -2 06 25.1
 QO1561;SPC WI C     -   674,186.42  1,204,875.33   sFT  1.00003062   -2 06 25.1
 QO1561;UTM  15      - 5,054,496.790   501,076.641   MT  0.99960001   +0 00 35.6
 QO1561
 QO1561!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QO1561!SPC MN C     -   0.99995978  x   0.99999419  =   0.99995397
 QO1561!SPC WI C     -   0.99995978  x   1.00003062  =   0.99999040
 QO1561!UTM  15      -   0.99995978  x   0.99960001  =   0.99955980
 QO1561
 QO1561:                Primary Azimuth Mark                     Grid Az
 QO1561:SPC MN C     -  RUSH CITY MUNICIPAL TANK                 018 10 16.9
 QO1561:SPC WI C     -  RUSH CITY MUNICIPAL TANK                 021 11 33.2
 QO1561:UTM  15      -  RUSH CITY MUNICIPAL TANK                 019 04 32.5
 QO1561
 QO1561_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWL0107654496(NAD 83)
 QO1561
 QO1561|---------------------------------------------------------------------|
 QO1561| PID    Reference Object                     Distance      Geod. Az  |
 QO1561|                                                           dddmmss.s |
 QO1561| QO1568 RUSH CITY MUNICIPAL TANK            APPROX. 5.0 KM 0190508.1 |
 QO1561|---------------------------------------------------------------------|
 QO1561
 QO1561                          SUPERSEDED SURVEY CONTROL
 QO1561
 QO1561  NAD 83(1991)-  45 38 38.46398(N)    092 59 10.25501(W) AD(       ) 2
 QO1561  NAD 83(1986)-  45 38 38.46270(N)    092 59 10.25684(W) AD(       ) 2
 QO1561  NAD 27      -  45 38 38.61180(N)    092 59 09.48480(W) AD(       ) 2
 QO1561  NGVD 29 (07/19/86)  284.5    (m)          933.     (f) VERT ANG       
 QO1561
 QO1561.Superseded values are not recommended for survey control.
 QO1561
 QO1561.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QO1561.See file dsdata.pdf to determine how the superseded data were derived.
 QO1561
 QO1561_MARKER: I = METAL ROD
 QO1561_SETTING: 0 = UNSPECIFIED SETTING
 QO1561_STAMPING: UNSTAMPED
 QO1561_MARK LOGO: MNHD
 QO1561_MAGNETIC: I = MARKER IS A STEEL ROD
 QO1561_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QO1561
 QO1561  HISTORY     - Date     Condition        Report By
 QO1561  HISTORY     - 1959     MONUMENTED       MNHD
 QO1561  HISTORY     - 20070613 MARK NOT FOUND   MNDT
 QO1561
 QO1561                          STATION DESCRIPTION
 QO1561
 QO1561'DESCRIBED BY MN HIGHWAY DEPT 1959 (NJF)
 QO1561'STATION IS SITUATED APPROX. 3 MILES SOUTH OF RUSH CITY.  TO
 QO1561'REACH FROM RUSH CITY GO SOUTH ON HIGHWAY 61 FOR 2.75 MILES
 QO1561'TO ANOKA COUNTY ROAD 58 ON THE RIGHT.  TURN RIGHT (WEST)
 QO1561'ONTO COUNTY ROAD 58 FOR 1.1 MILES TO STATION ON LEFT.  1 FOOT
 QO1561'SOUTH OF SOUTH SHOULDER, AND 100 FEET EAST OF JUNCTION
 QO1561'OF CHISAGO COUNTY ROAD 59.
 QO1561'
 QO1561'STATION IS A 3/4 IN X 3 FT IRON ROD FLUSH WITH THE GROUND,
 QO1561'AND REFERENCED BY A NAIL AND BRASS CAP IN A P. POLE 74.81
 QO1561'FEET NORTHEAST OF STATION, AND A NAIL AND BRASS CAP IN A
 QO1561'CORNER FENCE POST 48.04 FEET EAST OF STATION AND A NAIL
 QO1561'AND BRASS CAP IN A T. POLE 56.34 FEET WEST OF STATION.
 QO1561'
 QO1561'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 QO1561
 QO1561                          STATION RECOVERY (2007)
 QO1561
 QO1561'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (JJB)
 QO1561'THE MARK IS LOCATED 3 MILES SOUTH OF RUSH CITY, GO 3 MILES SOUTH ALONG
 QO1561'COUNTY ROAD 30 (OLD TRUNK HIGHWAY 61), THENCE 1.1 MILES WEST ON COUNTY
 QO1561'ROAD 59 FROM THE JUNCTION OF COUNTY ROAD 30 AND COUNTY ROAD 59, IN THE
 QO1561'SOUTHEAST QUADRANT OF THE JUNCTION OF COUNTY ROAD 59 AND COUNTY ROAD
 QO1561'58, THE MARK IS 100 FEET EAST OF COUNTY ROAD 59, 1 FOOT SOUTH OF THE
 QO1561'SOUTH SHOULDER OF COUNTY ROAD 58, 74.8 FEET SOUTH WEST OF POWER POLE,
 QO1561'56.3 FEET EAST OF TELEPHONE POLE, 48.0 FEET WEST OF A CORNER FENCE
 QO1561'POST, THE MARK IS A IRON ROD 3 FEET BY 3/4 INCH.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DP7065 ***********************************************************************
 DP7065  DESIGNATION -  112
 DP7065  PID         -  DP7065
 DP7065  STATE/COUNTY-  MN/WILKIN
 DP7065  COUNTRY     -  US
 DP7065  USGS QUAD   -  SOUTH OF WAHPETON (2019)
 DP7065
 DP7065                         *CURRENT SURVEY CONTROL
 DP7065  ______________________________________________________________________
 DP7065* NAD 83(2011) POSITION- 46 09 09.74099(N) 096 33 16.04215(W)   ADJUSTED
 DP7065* NAD 83(2011) ELLIP HT-   269.858 (meters)        (04/23/15)   ADJUSTED
 DP7065* NAD 83(2011) EPOCH   -  2010.00
 DP7065* NAVD 88 ORTHO HEIGHT -   296.6   (meters)      973.    (feet) GPS OBS
 DP7065  ______________________________________________________________________
 DP7065  NAVD 88 orthometric height was determined with geoid model    GEOID12A
 DP7065  GEOID HEIGHT    -        -26.774 (meters)                     GEOID12A
 DP7065  GEOID HEIGHT    -        -26.774 (meters)                     GEOID18
 DP7065  NAD 83(2011) X  -   -505,248.933 (meters)                     COMP
 DP7065  NAD 83(2011) Y  - -4,397,350.505 (meters)                     COMP
 DP7065  NAD 83(2011) Z  -  4,577,216.785 (meters)                     COMP
 DP7065  LAPLACE CORR    -         -0.87  (seconds)                    DEFLEC18
 DP7065
 DP7065  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DP7065  Standards:
 DP7065         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DP7065            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DP7065  -------------------------------------------------------------------
 DP7065  NETWORK    0.66   0.80           0.31   0.20   0.41      0.29705517
 DP7065  -------------------------------------------------------------------
 DP7065  Click here for local accuracies and other accuracy information.
 DP7065
 DP7065.The horizontal coordinates were established by GPS observations
 DP7065.and adjusted by the MN DEPT OF TRANSP in April 2015.
 DP7065
 DP7065.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DP7065.been affixed to the stable North American tectonic plate. See 
 DP7065.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DP7065
 DP7065.The horizontal coordinates are valid at the epoch date displayed above
 DP7065.which is a decimal equivalence of Year/Month/Day.
 DP7065
 DP7065.The orthometric height was determined by GPS observations and a
 DP7065.high-resolution geoid model.
 DP7065
 DP7065.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP7065.GEOID18 height accuracy estimate available here.
 DP7065
 DP7065.Click photographs - Photos may exist for this station.
 DP7065
 DP7065.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DP7065
 DP7065.The Laplace correction was computed from DEFLEC18 derived deflections.
 DP7065
 DP7065.The ellipsoidal height was determined by GPS observations
 DP7065.and is referenced to NAD 83.
 DP7065
 DP7065. The following values were computed from the NAD 83(2011) position.
 DP7065
 DP7065;                    North         East     Units Scale Factor Converg.
 DP7065;SPC MN C     -   230,707.859   622,019.038   MT  0.99992706   -1 40 01.3
 DP7065;SPC MN C     -   756,914.03  2,040,740.79   sFT  0.99992706   -1 40 01.3
 DP7065;UTM  14      - 5,113,921.728   688,840.273   MT  1.00003839   +1 45 51.2
 DP7065
 DP7065!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DP7065!SPC MN C     -   0.99995770  x   0.99992706  =   0.99988476
 DP7065!UTM  14      -   0.99995770  x   1.00003839  =   0.99999609
 DP7065
 DP7065_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPS8884013921(NAD 83)
 DP7065
 DP7065                          SUPERSEDED SURVEY CONTROL
 DP7065
 DP7065.No superseded survey control is available for this station.
 DP7065
 DP7065_MARKER: DB = BENCH MARK DISK
 DP7065_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 DP7065+WITH SETTING: INFORMATION.
 DP7065_STAMPING: 112
 DP7065_MARK LOGO: BOISDE
 DP7065_PROJECTION: RECESSED 5 CENTIMETERS
 DP7065_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DP7065_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DP7065_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP7065+SATELLITE: SATELLITE OBSERVATIONS - June 22, 2021
 DP7065
 DP7065  HISTORY     - Date     Condition        Report By
 DP7065  HISTORY     - 20080624 MONUMENTED       BOISDE
 DP7065  HISTORY     - 20130716 GOOD             MNDT
 DP7065  HISTORY     - 20210622 GOOD             MNDT
 DP7065
 DP7065                          STATION DESCRIPTION
 DP7065
 DP7065'DESCRIBED BY MN DEPT OF TRANSP 2013 (CXJ)
 DP7065'3.5 MILES SOUTHWEST OF DORAN, 2.45 MILES SOUTH ALONG TRUNK HIGHWAY 75
 DP7065'FROM JUNCTION OF TRUNK HIGHWAY 75 AND TRUNK HIGHWAY 9 IN DORAN, 3.0
 DP7065'MILES WEST ON COUNTY ROAD 6 (430TH STREET), 93.0 FEET NORTH COUNTY
 DP7065'ROAD 6, 64.5 FEET EAST OF 200TH AVENUE, 23.7 FEET EAST OF POWER POLE,
 DP7065'3 FEET EAST OF WITNESS POST.  ROD DEPTH UNKNOWN.
 DP7065
 DP7065                          STATION RECOVERY (2021)
 DP7065
 DP7065'RECOVERY NOTE BY MN DEPT OF TRANSP 2021 (DAS)
 DP7065'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DG5402 ***********************************************************************
 DG5402  DESIGNATION -  112 DRL
 DG5402  PID         -  DG5402
 DG5402  STATE/COUNTY-  MN/TODD
 DG5402  COUNTRY     -  US
 DG5402  USGS QUAD   -  BROWERVILLE NE (2019)
 DG5402
 DG5402                         *CURRENT SURVEY CONTROL
 DG5402  ______________________________________________________________________
 DG5402* NAD 83(2011) POSITION- 46 08 11.62551(N) 094 45 27.25857(W)   ADJUSTED
 DG5402* NAD 83(2011) ELLIP HT-   364.231 (meters)        (06/27/12)   ADJUSTED
 DG5402* NAD 83(2011) EPOCH   -  2010.00
 DG5402* NAVD 88 ORTHO HEIGHT -   391.1   (meters)     1283.    (feet) GPS OBS
 DG5402  ______________________________________________________________________
 DG5402  NAVD 88 orthometric height was determined with geoid model    GEOID99
 DG5402  GEOID HEIGHT    -        -26.782 (meters)                     GEOID99
 DG5402  GEOID HEIGHT    -        -26.849 (meters)                     GEOID18
 DG5402  NAD 83(2011) X  -   -367,228.118 (meters)                     COMP
 DG5402  NAD 83(2011) Y  - -4,412,385.653 (meters)                     COMP
 DG5402  NAD 83(2011) Z  -  4,576,041.554 (meters)                     COMP
 DG5402  LAPLACE CORR    -         -1.39  (seconds)                    DEFLEC18
 DG5402
 DG5402  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DG5402  Standards:
 DG5402         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DG5402            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DG5402  -------------------------------------------------------------------
 DG5402  NETWORK    1.16   1.23           0.53   0.40   0.63      0.00903231
 DG5402  -------------------------------------------------------------------
 DG5402  Click here for local accuracies and other accuracy information.
 DG5402
 DG5402.The horizontal coordinates were established by GPS observations
 DG5402.and adjusted by the National Geodetic Survey in June 2012.
 DG5402
 DG5402.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DG5402.been affixed to the stable North American tectonic plate. See 
 DG5402.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DG5402
 DG5402.The horizontal coordinates are valid at the epoch date displayed above
 DG5402.which is a decimal equivalence of Year/Month/Day.
 DG5402
 DG5402.The orthometric height was determined by GPS observations and a
 DG5402.high-resolution geoid model.
 DG5402
 DG5402.Significant digits in the geoid height do not necessarily reflect accuracy.
 DG5402.GEOID18 height accuracy estimate available here.
 DG5402
 DG5402.Click photographs - Photos may exist for this station.
 DG5402
 DG5402.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DG5402
 DG5402.The Laplace correction was computed from DEFLEC18 derived deflections.
 DG5402
 DG5402.The ellipsoidal height was determined by GPS observations
 DG5402.and is referenced to NAD 83.
 DG5402
 DG5402. The following values were computed from the NAD 83(2011) position.
 DG5402
 DG5402;                    North         East     Units Scale Factor Converg.
 DG5402;SPC MN C     -   226,449.916   760,781.746   MT  0.99992799   -0 22 01.8
 DG5402;SPC MN C     -   742,944.43  2,495,998.11   sFT  0.99992799   -0 22 01.8
 DG5402;UTM  15      - 5,110,722.204   364,243.160   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  =   0.99987090
 DG5402!UTM  15      -   0.99994290  x   0.99982656  =   0.99976947
 DG5402
 DG5402_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUM6424310722(NAD 83)
 DG5402
 DG5402                          SUPERSEDED SURVEY CONTROL
 DG5402
 DG5402  NAD 83(2007)-  46 08 11.62582(N)    094 45 27.25944(W) AD(2002.00) 0
 DG5402  ELLIP H (02/10/07)  364.262  (m)                       GP(2002.00)    
 DG5402  NAD 83(1996)-  46 08 11.62567(N)    094 45 27.25915(W) AD(       ) 1
 DG5402  ELLIP H (05/07/04)  364.293  (m)                       GP(       ) 4 1
 DG5402
 DG5402.Superseded values are not recommended for survey control.
 DG5402
 DG5402.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG5402.See file dsdata.pdf to determine how the superseded data were derived.
 DG5402
 DG5402_MARKER: DD = SURVEY DISK
 DG5402_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 DG5402_STAMPING: 112 DRL 1965
 DG5402_MARK LOGO: USGS
 DG5402_PROJECTION: FLUSH
 DG5402_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT
 DG5402_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DG5402_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG5402+SATELLITE: SATELLITE OBSERVATIONS - December 04, 2019
 DG5402
 DG5402  HISTORY     - Date     Condition        Report By
 DG5402  HISTORY     - 1965     MONUMENTED       USGS
 DG5402  HISTORY     - 2003     GOOD             MNDT
 DG5402  HISTORY     - 20191204 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
 DG5402
 DG5402                          STATION RECOVERY (2019)
 DG5402
 DG5402'RECOVERY NOTE BY MN DEPT OF TRANSP 2019 (MPP)
 DG5402'7.0 MI (11.3 KM) NORTHEAST OF BROWERVILLE, 1.0 MI (1.6 KM) EAST ALONG
 DG5402'COUNTY ROAD 14 FROM THE JUNCTION OF COUNTY ROAD 14 AND TRUNK HIGHWAY
 DG5402'71 IN BROWERVILLE, THEN 2.6 MI (4.2 KM) NORTH ON COUNTY ROAD 16, THEN
 DG5402'3.8 MI (6.1 KM) NORTH AND WEST ON COUNTY ROAD 18 AND 350TH STREET,
 DG5402'THEN 0.7 MI (1.1 KM) SOUTH AND EAST ON MAYFLY ROAD, THEN 0.9 MI (1.4
 DG5402'KM) EAST ALONG LAIR ROAD, 43.0 FT (13.1 M) WEST OF LEISURE ROAD, 35.0
 DG5402'FT (10.7 M) NORTH OF LAIR ROAD, 2.0 FT (0.6 M) EAST OF A POWER POLE,
 DG5402'1.5 FT (0.5 M) EAST OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 SH0337 ***********************************************************************
 SH0337  DESIGNATION -  112.08
 SH0337  PID         -  SH0337
 SH0337  STATE/COUNTY-  MN/LAKE
 SH0337  COUNTRY     -  US
 SH0337  USGS QUAD   -  TWO HARBORS (2019)
 SH0337
 SH0337                         *CURRENT SURVEY CONTROL
 SH0337  ______________________________________________________________________
 SH0337* NAD 83(1986) POSITION- 47 01 08.     (N) 091 40 33.     (W)   SCALED
 SH0337* NAVD 88 ORTHO HEIGHT -   186.858 (meters)      613.05  (feet) ADJUSTED
 SH0337  ______________________________________________________________________
 SH0337  GEOID HEIGHT    -        -28.897 (meters)                     GEOID18
 SH0337  DYNAMIC HEIGHT  -        186.889 (meters)      613.15  (feet) COMP
 SH0337  MODELED GRAVITY -    980,777.4   (mgal)                       NAVD 88
 SH0337
 SH0337  VERT ORDER      -  FIRST     CLASS II
 SH0337
 SH0337.The horizontal coordinates were scaled from a map and have
 SH0337.an estimated accuracy of +/- 6 seconds.
 SH0337
 SH0337.The orthometric height was determined by differential leveling and
 SH0337.adjusted by the NATIONAL GEODETIC SURVEY
 SH0337.in June 1991.
 SH0337
 SH0337.Significant digits in the geoid height do not necessarily reflect accuracy.
 SH0337.GEOID18 height accuracy estimate available here.
 SH0337
 SH0337.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXN006081(NAD 83)
 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
 SH0337.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SH0337.See file dsdata.pdf to determine how the superseded data were derived.
 SH0337
 SH0337_MARKER: Z = SEE DESCRIPTION
 SH0337_SETTING: 30 = SET IN A LIGHT STRUCTURE
 SH0337_SP_SET: WINDOW SILL
 SH0337_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SH0337
 SH0337  HISTORY     - Date     Condition        Report By
 SH0337  HISTORY     - UNK      MONUMENTED       USACE
 SH0337  HISTORY     - 1933     GOOD             CGS
 SH0337
 SH0337                          STATION DESCRIPTION
 SH0337
 SH0337'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 SH0337'IN TWO HARBORS.
 SH0337'D. AND I.R.R. B.M. ON WINDOW SILL OF THE N.E. WINDOW OF LOWER
 SH0337'STORY OF DOCK GARAGE BUILDING BETWEEN DOCKS NO. 1 AND 2.  IT IS ON THE
 SH0337'PART OF SILL THAT EXTENDS BEYOND THE NORTH OF WINDOW OPENING
 SH0337'AND IS MARKED BY TWO PARALLEL LINES ABOUT 1-3/4 INCHES APART.
 SH0337'LINES CUT IN STONE.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 SK0196 ***********************************************************************
 SK0196  DESIGNATION -  1120 A
 SK0196  PID         -  SK0196
 SK0196  STATE/COUNTY-  MN/CASS
 SK0196  COUNTRY     -  US
 SK0196  USGS QUAD   -  WALKER (2019)
 SK0196
 SK0196                         *CURRENT SURVEY CONTROL
 SK0196  ______________________________________________________________________
 SK0196* NAD 83(2011) POSITION- 47 06 15.13171(N) 094 36 14.01421(W)   ADJUSTED
 SK0196* NAD 83(2011) ELLIP HT-   387.777 (meters)        (06/27/12)   ADJUSTED
 SK0196* NAD 83(2011) EPOCH   -  2010.00
 SK0196* NAVD 88 ORTHO HEIGHT -   415.538 (meters)     1363.31  (feet) ADJUSTED
 SK0196  ______________________________________________________________________
 SK0196  GEOID HEIGHT    -        -27.750 (meters)                     GEOID18
 SK0196  NAD 83(2011) X  -   -349,117.549 (meters)                     COMP
 SK0196  NAD 83(2011) Y  - -4,335,438.244 (meters)                     COMP
 SK0196  NAD 83(2011) Z  -  4,649,941.752 (meters)                     COMP
 SK0196  LAPLACE CORR    -         -3.54  (seconds)                    DEFLEC18
 SK0196  DYNAMIC HEIGHT  -        415.582 (meters)     1363.46  (feet) COMP
 SK0196  MODELED GRAVITY -    980,706.0   (mgal)                       NAVD 88
 SK0196
 SK0196  VERT ORDER      -  SECOND    CLASS I
 SK0196
 SK0196  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 SK0196  Standards:
 SK0196         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 SK0196            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 SK0196  -------------------------------------------------------------------
 SK0196  NETWORK    0.50   0.51           0.23   0.17   0.26      0.02617350
 SK0196  -------------------------------------------------------------------
 SK0196  Click here for local accuracies and other accuracy information.
 SK0196
 SK0196.The horizontal coordinates were established by GPS observations
 SK0196.and adjusted by the National Geodetic Survey in June 2012.
 SK0196
 SK0196.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 SK0196.been affixed to the stable North American tectonic plate. See 
 SK0196.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 SK0196
 SK0196.The horizontal coordinates are valid at the epoch date displayed above
 SK0196.which is a decimal equivalence of Year/Month/Day.
 SK0196
 SK0196.The orthometric height was determined by differential leveling and
 SK0196.adjusted by the NATIONAL GEODETIC SURVEY
 SK0196.in February 2020.
 SK0196
 SK0196.Significant digits in the geoid height do not necessarily reflect accuracy.
 SK0196.GEOID18 height accuracy estimate available here.
 SK0196
 SK0196.Click photographs - Photos may exist for this station.
 SK0196
 SK0196.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 SK0196
 SK0196.The Laplace correction was computed from DEFLEC18 derived deflections.
 SK0196
 SK0196.The ellipsoidal height was determined by GPS observations
 SK0196.and is referenced to NAD 83.
 SK0196
 SK0196.The dynamic height is computed by dividing the NAVD 88
 SK0196.geopotential number by the normal gravity value computed on the
 SK0196.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SK0196.degrees latitude (g = 980.6199 gals.).
 SK0196
 SK0196.The modeled gravity was interpolated from observed gravity values.
 SK0196
 SK0196. The following values were computed from the NAD 83(2011) position.
 SK0196
 SK0196;                    North         East     Units Scale Factor Converg.
 SK0196;SPC MN C     -   333,944.746   773,136.461   MT  1.00001230   -0 15 21.6
 SK0196;SPC MN C     - 1,095,617.05  2,536,531.87   sFT  1.00001230   -0 15 21.6
 SK0196;UTM  15      - 5,217,991.976   378,301.543   MT  0.99978202   -1 10 30.5
 SK0196
 SK0196!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SK0196!SPC MN C     -   0.99993922  x   1.00001230  =   0.99995152
 SK0196!UTM  15      -   0.99993922  x   0.99978202  =   0.99972125
 SK0196
 SK0196:                Primary Azimuth Mark                     Grid Az
 SK0196:SPC MN C     -  1120 A 1 RESET                           111 38 08.0
 SK0196:UTM  15      -  1120 A 1 RESET                           112 33 16.9
 SK0196
 SK0196_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUN7830117991(NAD 83)
 SK0196
 SK0196|---------------------------------------------------------------------|
 SK0196| PID    Reference Object                     Distance      Geod. Az  |
 SK0196|                                                           dddmmss.s |
 SK0196| DE6175 1120 A 1 RESET                      APPROX. 0.9 KM 1112246.4 |
 SK0196|---------------------------------------------------------------------|
 SK0196
 SK0196                          SUPERSEDED SURVEY CONTROL
 SK0196
 SK0196  NAD 83(2007)-  47 06 15.13166(N)    094 36 14.01509(W) AD(2002.00) 0
 SK0196  ELLIP H (02/10/07)  387.805  (m)                       GP(2002.00)    
 SK0196  NAD 83(1996)-  47 06 15.13114(N)    094 36 14.01534(W) AD(       ) 1
 SK0196  ELLIP H (10/21/02)  387.818  (m)                       GP(       ) 3 2
 SK0196  NAVD 88 (08/26/19)  415.535  (m)         1363.30   (f) SUPERSEDED  2 1
 SK0196  NAVD 88 (09/23/13)  415.524  (m)         1363.27   (f) SUPERSEDED  2 1
 SK0196  NAVD 88 (06/08/11)  415.535  (m)         1363.30   (f) SUPERSEDED  2 1
 SK0196  NAVD 88             415.53   (m)         1363.3    (f) LEVELING    3  
 SK0196  NAVD 88 (06/15/91)  415.526  (m)         1363.27   (f) SUPERSEDED  1 2
 SK0196  NGVD 29 (??/??/92)  415.266  (m)         1362.42   (f) ADJ UNCH    1 2
 SK0196
 SK0196.Superseded values are not recommended for survey control.
 SK0196
 SK0196.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SK0196.See file dsdata.pdf to determine how the superseded data were derived.
 SK0196
 SK0196_MARKER: DB = BENCH MARK DISK
 SK0196_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 SK0196_STAMPING: 1120 A 1972
 SK0196_MARK LOGO: MNHD
 SK0196_PROJECTION: FLUSH
 SK0196_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 SK0196_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SK0196_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 SK0196+SATELLITE: SATELLITE OBSERVATIONS - May 17, 2023
 SK0196
 SK0196  HISTORY     - Date     Condition        Report By
 SK0196  HISTORY     - 19720401 MONUMENTED       MNHD
 SK0196  HISTORY     - 1980     GOOD             NGS
 SK0196  HISTORY     - 19980901 GOOD             MNDT
 SK0196  HISTORY     - 20000401 GOOD             MNDT
 SK0196  HISTORY     - 20070502 GOOD             MNDT
 SK0196  HISTORY     - 20120420 GOOD             MNDT
 SK0196  HISTORY     - 20230517 GOOD             MNDT
 SK0196
 SK0196                          STATION DESCRIPTION
 SK0196
 SK0196'DESCRIBED BY MN HIGHWAY DEPT 1972
 SK0196'0.9 MI N FROM WALKER.
 SK0196'MARK IS LOCATED 0.9 MILES NORTHWEST ALONG T.H. 371 FROM THE JUNCTION
 SK0196'OF T.H. 371 AND T.H. 34 (SOUTH) IN WALKER, 97 FEET SOUTHWEST OF AND 1
 SK0196'FOOT LOWER THAN THE CENTERLINE OF T.H. 371 AT MILE POINT 92.4, 80 FEET
 SK0196'NORTHEAST OF THE NORTHEAST CORNER OF A 1 STORY BRICK BUILDING (MHD)
 SK0196'MAINTENANCE SHOP) 59 FEET SOUTH OF THE CENTER OF A TOWNSHIP ROAD
 SK0196'(WEST), 2 FEET EAST OF A CHAIN LINK FENCE, 0.5 FEET NORTHEAST OF A
 SK0196'STEEL WITNESS POST, IN A 6 FOOT PRECAST CONCRETE MONUMENT SET FLUSH
 SK0196'WITH THE GROUND.  NE 1/4 SECTION 21, T 142, R 31.
 SK0196
 SK0196                          STATION RECOVERY (1980)
 SK0196
 SK0196'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 SK0196'RECOVERED IN GOOD CONDITION.
 SK0196
 SK0196                          STATION RECOVERY (1998)
 SK0196
 SK0196'RECOVERY NOTE BY MN DEPT OF TRANSP 1998 (DKH)
 SK0196'THE MARK WAS RECOVERED 29.5 FT (9.0 M) SSW OF P-POLE, 30.6 FT (9.3 M)
 SK0196'SOUTH OF FENCE CORNER AND AS PREVIOUSLY DESCRIBED.
 SK0196
 SK0196                          STATION RECOVERY (2000)
 SK0196
 SK0196'RECOVERY NOTE BY MN DEPT OF TRANSP 2000 (DKH)
 SK0196'THE MARK WAS RECOVERED AS DESCRIBED.
 SK0196
 SK0196                          STATION RECOVERY (2007)
 SK0196
 SK0196'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (WAS)
 SK0196'THE STATION IS LOCATED ABOUT 9.0 MI (14.5 KM) NORTHEAST OF AKELEY, 5.5
 SK0196'MI (8.8 KM) SOUTHEAST OF BENEDICT AND 0.8 MI (1.3 KM) WEST-NORTHWEST
 SK0196'OF WALKER.
 SK0196'
 SK0196'TO REACH THE MARK FROM THE JUNCTION OF TRUNK HIGHWAY 34 AND TRUNK
 SK0196'HIGHWAY 371 IN WALKER GO 0.9 MI (1.4 KM) NORTHWEST ALONG TRUNK HIGHWAY
 SK0196'371 TO MILE POINT 92.4 AND THE MARK ON THE LEFT, SOUTHWEST OF THE
 SK0196'JUNCTION OF SAUTBINE ROAD NORTHWEST AND TRUNK HIGHWAY 371.
 SK0196'
 SK0196'THE MARK IS FOUND 80 FT (24.4 M) NORTHEAST OF THE NORTHWEST CORNER OF
 SK0196'THE HIGHWAY MAINTENANCE SHOP, 59 FT (18.0 M) SOUTH OF SAUTBINE ROAD
 SK0196'NORTHWEST, 29.5 FT (9.0 M) SOUTH-SOUTHWEST OF POWER POLE, 30.6 FT (9.3
 SK0196'M) SOUTH OF A FENCE CORNER, 2 FT (0.6 M) NORTHEAST OF CHAIN LINK FENCE
 SK0196'AND 0.5 FT (0.2 M) NORTHEAST OF ITS WITNESS POST.
 SK0196
 SK0196                          STATION RECOVERY (2012)
 SK0196
 SK0196'RECOVERY NOTE BY MN DEPT OF TRANSP 2012 (KMS)
 SK0196'RECOVERED IN GOOD CONDITION.
 SK0196
 SK0196                          STATION RECOVERY (2023)
 SK0196
 SK0196'RECOVERY NOTE BY MN DEPT OF TRANSP 2023 (TJD)
 SK0196'0.9 MI (1.4 KM) NORTHWEST ALONG TRUNK HIGHWAY 371 FROM THE JUNCTION OF
 SK0196'TRUNK HIGHWAY 34 AND TRUNK HIGHWAY 371 IN WALKER, AT TRUNK HIGHWAY 371
 SK0196'MILE POINT 92.4, 97.0 FT (29.6 M) SOUTHWEST OF TRUNK HIGHWAY 371, 80.0
 SK0196'FT (24.4 M) NORTHEAST OF THE NORTHWEST CORNER OF A HIGHWAY MAINTENANCE
 SK0196'SHOP, 59.0 FT (18.0 M) SOUTH OF SAUTBINE ROAD NORTHWEST, 29.5 FT (9.0
 SK0196'M) SOUTH-SOUTHWEST OF A POWER POLE, 30.6 FT (9.3 M) SOUTH OF A FENCE
 SK0196'CORNER, 2.0 FT (0.6 M) NORTHEAST OF A CHAIN LINK FENCE, 0.5 FT (15 CM)
 SK0196'NORTHEAST OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 SK0194 ***********************************************************************
 SK0194  DESIGNATION -  1120 B
 SK0194  PID         -  SK0194
 SK0194  STATE/COUNTY-  MN/CASS
 SK0194  COUNTRY     -  US
 SK0194  USGS QUAD   -  WALKER (2019)
 SK0194
 SK0194                         *CURRENT SURVEY CONTROL
 SK0194  ______________________________________________________________________
 SK0194* NAD 83(2011) POSITION- 47 06 38.39981(N) 094 36 28.13342(W)   ADJUSTED
 SK0194* NAD 83(2011) ELLIP HT-   375.677 (meters)        (06/27/12)   ADJUSTED
 SK0194* NAD 83(2011) EPOCH   -  2010.00
 SK0194* NAVD 88 ORTHO HEIGHT -   403.457 (meters)     1323.68  (feet) ADJUSTED
 SK0194  ______________________________________________________________________
 SK0194  GEOID HEIGHT    -        -27.760 (meters)                     GEOID18
 SK0194  NAD 83(2011) X  -   -349,371.362 (meters)                     COMP
 SK0194  NAD 83(2011) Y  - -4,334,881.364 (meters)                     COMP
 SK0194  NAD 83(2011) Z  -  4,650,421.980 (meters)                     COMP
 SK0194  LAPLACE CORR    -         -3.38  (seconds)                    DEFLEC18
 SK0194  DYNAMIC HEIGHT  -        403.499 (meters)     1323.81  (feet) COMP
 SK0194  MODELED GRAVITY -    980,705.0   (mgal)                       NAVD 88
 SK0194
 SK0194  VERT ORDER      -  SECOND    CLASS I
 SK0194
 SK0194  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 SK0194  Standards:
 SK0194         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 SK0194            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 SK0194  -------------------------------------------------------------------
 SK0194  NETWORK    0.53   0.55           0.24   0.19   0.28      0.07614064
 SK0194  -------------------------------------------------------------------
 SK0194  Click here for local accuracies and other accuracy information.
 SK0194
 SK0194.The horizontal coordinates were established by GPS observations
 SK0194.and adjusted by the National Geodetic Survey in June 2012.
 SK0194
 SK0194.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 SK0194.been affixed to the stable North American tectonic plate. See 
 SK0194.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 SK0194
 SK0194.The horizontal coordinates are valid at the epoch date displayed above
 SK0194.which is a decimal equivalence of Year/Month/Day.
 SK0194
 SK0194.The orthometric height was determined by differential leveling and
 SK0194.adjusted by the NATIONAL GEODETIC SURVEY
 SK0194.in February 2020.
 SK0194
 SK0194.Significant digits in the geoid height do not necessarily reflect accuracy.
 SK0194.GEOID18 height accuracy estimate available here.
 SK0194
 SK0194.Click photographs - Photos may exist for this station.
 SK0194
 SK0194.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 SK0194
 SK0194.The Laplace correction was computed from DEFLEC18 derived deflections.
 SK0194
 SK0194.The ellipsoidal height was determined by GPS observations
 SK0194.and is referenced to NAD 83.
 SK0194
 SK0194.The dynamic height is computed by dividing the NAVD 88
 SK0194.geopotential number by the normal gravity value computed on the
 SK0194.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SK0194.degrees latitude (g = 980.6199 gals.).
 SK0194
 SK0194.The modeled gravity was interpolated from observed gravity values.
 SK0194
 SK0194. The following values were computed from the NAD 83(2011) position.
 SK0194
 SK0194;                    North         East     Units Scale Factor Converg.
 SK0194;SPC MN C     -   334,664.636   772,841.995   MT  1.00001383   -0 15 31.8
 SK0194;SPC MN C     - 1,097,978.89  2,535,565.78   sFT  1.00001383   -0 15 31.8
 SK0194;UTM  15      - 5,218,716.331   378,018.729   MT  0.99978287   -1 10 41.3
 SK0194
 SK0194!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SK0194!SPC MN C     -   0.99994112  x   1.00001383  =   0.99995495
 SK0194!UTM  15      -   0.99994112  x   0.99978287  =   0.99972400
 SK0194
 SK0194:                Primary Azimuth Mark                     Grid Az
 SK0194:SPC MN C     -  1120 A                                   157 45 12.0
 SK0194:UTM  15      -  1120 A                                   158 40 21.5
 SK0194
 SK0194_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUN7801818716(NAD 83)
 SK0194
 SK0194|---------------------------------------------------------------------|
 SK0194| PID    Reference Object                     Distance      Geod. Az  |
 SK0194|                                                           dddmmss.s |
 SK0194| SK0196 1120 A                              APPROX. 0.8 KM 1572940.2 |
 SK0194|---------------------------------------------------------------------|
 SK0194
 SK0194                          SUPERSEDED SURVEY CONTROL
 SK0194
 SK0194  NAD 83(2007)-  47 06 38.39979(N)    094 36 28.13428(W) AD(2002.00) 0
 SK0194  ELLIP H (02/10/07)  375.704  (m)                       GP(2002.00)    
 SK0194  NAD 83(1996)-  47 06 38.39928(N)    094 36 28.13449(W) AD(       ) 1
 SK0194  ELLIP H (10/21/02)  375.718  (m)                       GP(       ) 3 2
 SK0194  NAVD 88 (08/26/19)  403.454  (m)         1323.67   (f) SUPERSEDED  2 1
 SK0194  NAVD 88 (09/23/13)  403.443  (m)         1323.63   (f) SUPERSEDED  2 1
 SK0194  NAVD 88             403.43   (m)         1323.6    (f) LEVELING    3  
 SK0194  NAVD 88 (06/15/91)  403.432  (m)         1323.59   (f) SUPERSEDED  1 2
 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
 SK0194.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SK0194.See file dsdata.pdf to determine how the superseded data were derived.
 SK0194
 SK0194_MARKER: DB = BENCH MARK DISK
 SK0194_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 SK0194_STAMPING: 1120 B 1972
 SK0194_MARK LOGO: MNHD
 SK0194_PROJECTION: FLUSH
 SK0194_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 SK0194_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SK0194_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 SK0194+SATELLITE: SATELLITE OBSERVATIONS - May 17, 2023
 SK0194
 SK0194  HISTORY     - Date     Condition        Report By
 SK0194  HISTORY     - 19720401 MONUMENTED       MNHD
 SK0194  HISTORY     - 1980     GOOD             NGS
 SK0194  HISTORY     - 19980901 GOOD             MNDT
 SK0194  HISTORY     - 20000401 GOOD             MNDT
 SK0194  HISTORY     - 20070501 GOOD             MNDT
 SK0194  HISTORY     - 20120420 GOOD             MNDT
 SK0194  HISTORY     - 20230517 GOOD             MNDT
 SK0194
 SK0194                          STATION DESCRIPTION
 SK0194
 SK0194'DESCRIBED BY MN HIGHWAY DEPT 1972
 SK0194'1.3 MI N FROM WALKER.
 SK0194'MARK IS LOCATED 1.4 MILES NORTHWEST ALONG T. H. 371 FROM THE JUNCTION
 SK0194'OF T.H. 371 AND T.H. 34 (SOUTH) IN WALKER, 1 MILE SOUTH OF A RAILROAD
 SK0194'TRESTLE, 131 FEET NORTH OF THE CENTER OF AN ENTRANCE EAST TO A 1 STORY
 SK0194'FRAME GARAGE (JOHN DEERE DEALER), 104 FEET EAST OF, AND 2 FEET HIGHER
 SK0194'THAN THE CENTERLINE OF T.H. 371 AT MILE POINT 92.9, 4 FEET EAST OF A
 SK0194'RIGHT OF WAY SIGN, 0.5 FEET WEST OF A STEEL WITNESS POST IN A 6 FOOT
 SK0194'PRECAST CONCRETE MONUMENT SET FLUSH WITH THE GROUND.  NE 1/4 SECTION
 SK0194'21, T 142, R 31.
 SK0194
 SK0194                          STATION RECOVERY (1980)
 SK0194
 SK0194'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 SK0194'RECOVERED IN GOOD CONDITION.
 SK0194
 SK0194                          STATION RECOVERY (1998)
 SK0194
 SK0194'RECOVERY NOTE BY MN DEPT OF TRANSP 1998 (DKH)
 SK0194'RECOVERED 58 FT (17.7 M) NORTH OF P-POLE, 3.8 FT (1.2 M) EAST OF
 SK0194'FENCE, AND AS PREVIOUSLY DESCRIBED.
 SK0194
 SK0194                          STATION RECOVERY (2000)
 SK0194
 SK0194'RECOVERY NOTE BY MN DEPT OF TRANSP 2000 (DKH)
 SK0194'THE MARK WAS RECOVERED AS DESCRIBED.
 SK0194
 SK0194                          STATION RECOVERY (2007)
 SK0194
 SK0194'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (WAS)
 SK0194'THE STATION IS LOCATED ABOUT 9.3 MI (15.0 KM) NORTHEAST OF AKELEY, 5.1
 SK0194'MI (8.2 KM) SOUTHEAST OF BENEDICT AND WEST-NORTHWEST PART OF WALKER.
 SK0194'
 SK0194'TO REACH THE MARK FROM THE JUNCTION OF TRUNK HIGHWAY 34 AND TRUNK
 SK0194'HIGHWAY 371 IN WALKER GO 1.4 MI (2.3 KM) NORTHWEST TO AT TRUNK HIGHWAY
 SK0194'371 MILE POINT 92.9 AND MARK TO THE MARK ON THE RIGHT.
 SK0194'
 SK0194'THE MARK IS FOUND 1.0 MI (1.6 KM) SOUTH OF A RAILROAD TRESTLE, 131 FT
 SK0194'(39.9 M) NORTH OF THE ENTRANCE TO THE JOHN DEERE DEALER, 104 FT (31.7
 SK0194'M) EAST OF TRUNK HIGHWAY 371, 58.5 FT (17.8 M) NORTH OF A POWER POLE,
 SK0194'3.8 FT (1.2 M) EAST OF A FENCE AND 1.3 FT (0.4 M) SOUTH-SOUTHWEST OF A
 SK0194'FLAG POLE.
 SK0194
 SK0194                          STATION RECOVERY (2012)
 SK0194
 SK0194'RECOVERY NOTE BY MN DEPT OF TRANSP 2012 (KMS)
 SK0194'RECOVERED IN GOOD CONDITION.
 SK0194
 SK0194                          STATION RECOVERY (2023)
 SK0194
 SK0194'RECOVERY NOTE BY MN DEPT OF TRANSP 2023 (TJD)
 SK0194'1.4 MI (2.3 KM) NORTHWEST ALONG TRUNK HIGHWAY 371 FROM THE JUNCTION OF
 SK0194'TRUNK HIGHWAY 34 AND TRUNK HIGHWAY 371 IN WALKER, AT TRUNK HIGHWAY 371
 SK0194'MILE POINT 92.9, 1.0 MI (1.6 KM) SOUTH OF A RAILROAD TRESTLE, 131.0 FT
 SK0194'(39.9 M) NORTH OF AN ENTRANCE TO JOHN DEERE DEALER DRIVEWAY NUMBER
 SK0194'08322, 104.0 FT (31.7 M) EAST OF TRUNK HIGHWAY 371, 58.5 FT (17.8 M)
 SK0194'NORTH OF A POWER POLE, 3.8 FT (1.2 M) EAST OF A FENCE, 1.3 FT (0.4 M)
 SK0194'SOUTH-SOUTHWEST OF A FLAGPOLE.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 SK0189 ***********************************************************************
 SK0189  DESIGNATION -  1120 C
 SK0189  PID         -  SK0189
 SK0189  STATE/COUNTY-  MN/CASS
 SK0189  COUNTRY     -  US
 SK0189  USGS QUAD   -  STEAMBOAT BAY (2019)
 SK0189
 SK0189                         *CURRENT SURVEY CONTROL
 SK0189  ______________________________________________________________________
 SK0189* NAD 83(1986) POSITION- 47 07 41.1    (N) 094 37 03.0    (W)   HD_HELD2
 SK0189* NAVD 88 ORTHO HEIGHT -   397.355 (meters)     1303.66  (feet) ADJUSTED
 SK0189  ______________________________________________________________________
 SK0189  GEOID HEIGHT    -        -27.790 (meters)                     GEOID18
 SK0189  DYNAMIC HEIGHT  -        397.395 (meters)     1303.79  (feet) COMP
 SK0189  MODELED GRAVITY -    980,701.7   (mgal)                       NAVD 88
 SK0189
 SK0189  VERT ORDER      -  SECOND    CLASS I
 SK0189
 SK0189.The horizontal coordinates were established by autonomous hand held GPS
 SK0189.observations and have an estimated accuracy of +/- 10 meters.
 SK0189
 SK0189.The orthometric height was determined by differential leveling and
 SK0189.adjusted by the NATIONAL GEODETIC SURVEY
 SK0189.in February 2020.
 SK0189
 SK0189.Significant digits in the geoid height do not necessarily reflect accuracy.
 SK0189.GEOID18 height accuracy estimate available here.
 SK0189
 SK0189.Click photographs - Photos may exist for this station.
 SK0189
 SK0189.The dynamic height is computed by dividing the NAVD 88
 SK0189.geopotential number by the normal gravity value computed on the
 SK0189.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SK0189.degrees latitude (g = 980.6199 gals.).
 SK0189
 SK0189.The modeled gravity was interpolated from observed gravity values.
 SK0189
 SK0189;                    North         East    Units  Estimated Accuracy
 SK0189;SPC MN C     -   336,604.      772,116.      MT  (+/- 10 meters HH2 GPS)
 SK0189
 SK0189_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUN7732420666(NAD 83)
 SK0189
 SK0189                          SUPERSEDED SURVEY CONTROL
 SK0189
 SK0189  NAVD 88 (08/26/19)  397.351  (m)         1303.64   (f) SUPERSEDED  2 1
 SK0189  NAVD 88 (06/15/91)  397.336  (m)         1303.59   (f) SUPERSEDED  1 2
 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
 SK0189.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SK0189.See file dsdata.pdf to determine how the superseded data were derived.
 SK0189
 SK0189_MARKER: DB = BENCH MARK DISK
 SK0189_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 SK0189_STAMPING: 1120 C 1972
 SK0189_MARK LOGO: MNHD
 SK0189_PROJECTION: RECESSED 10 CENTIMETERS
 SK0189_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 SK0189_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SK0189_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 SK0189+SATELLITE: SATELLITE OBSERVATIONS - May 17, 2023
 SK0189
 SK0189  HISTORY     - Date     Condition        Report By
 SK0189  HISTORY     - 19720401 MONUMENTED       MNHD
 SK0189  HISTORY     - 1980     GOOD             NGS
 SK0189  HISTORY     - 20070502 GOOD             MNDT
 SK0189  HISTORY     - 20120420 GOOD             MNDT
 SK0189  HISTORY     - 20230517 GOOD             MNDT
 SK0189
 SK0189                          STATION DESCRIPTION
 SK0189
 SK0189'DESCRIBED BY MN HIGHWAY DEPT 1972
 SK0189'2.5 MI N FROM WALKER.
 SK0189'MARK IS LOCATED 2.65 MILES NORTH ALONG T.H. 371 FROM THE JUNCTION OF
 SK0189'T.H. 371 AND T.H. 34 (SOUTH) IN WALKER, 1.35 MILES SOUTH OF T.H. 200
 SK0189'(WEST), 0.2 MILES NORTH OF A RAILROAD TRESTLE, 98 FEET WEST OF THE
 SK0189'CENTERLINE OF T.H. 371 AT MILE POINT 94.15, 56 FEET NORTH OF THE
 SK0189'CENTER OF A DRIVEWAY TO LAKEWOOD ACRES, 51 FEET NORTHWEST OF THE NORTH
 SK0189'END OF A 24 INCH METAL CULVERT UNDER THE DRIVE (WEST), 7.5 FEET SOUTH
 SK0189'OF A 24 INCH PINE TREE, 0.5 FEET EAST OF A STEEL WITNESS POST, IN A 6
 SK0189'FOOT PRECAST CONCRETE MONUMENT BURIED 1 INCH BELOW GROUND.
 SK0189
 SK0189                          STATION RECOVERY (1980)
 SK0189
 SK0189'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 SK0189'RECOVERED IN GOOD CONDITION.
 SK0189
 SK0189                          STATION RECOVERY (2007)
 SK0189
 SK0189'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (WAS)
 SK0189'THE STATION IS LOCATED ABOUT 8.7 MI (14.0 KM) SOUTHEAST OF LAPORTE,
 SK0189'4.0 MI (6.4 KM) EAST-SOUTHEAST OF BENEDICT AND 2.3 MI (3.7 KM)
 SK0189'NORTHWEST OF WALKER.
 SK0189'
 SK0189'TO REACH THE MARK FROM THE JUNCTION OF TRUNK HIGHWAY 34 AND TRUNK
 SK0189'HIGHWAY 371 IN WALKER GO 2.65 MI (4.3 KM) NORTH ALONG TRUNK HIGHWAY
 SK0189'371 OR FROM THE JUNCTION OF TRUNK HIGHWAY 371 AND TRUNK HIGHWAY 200
 SK0189'WEST GO 1.35 MI (2.2 KM) SOUTH TO TRUNK HIGHWAY 371 MILE POINT 94.2
 SK0189'AND MARK TO THE SOUTHWEST.
 SK0189'
 SK0189'THE MARK IS FOUND 0.2 MI (0.3 KM) NORTH OF A RAILROAD TRESTLE, 98 FT
 SK0189'(29.9 M) WEST OF TRUNK HIGHWAY 371, 56 FT (17.1 M) NORTHWEST OF
 SK0189'LAKEAIRE DRIVE NORTHWEST, 51 FT (15.5 M) NORTHWEST OF THE NORTH END OF
 SK0189'A METAL CULVERT AND 3.0 FT (0.9 M) WEST ITS WITNESS POST.
 SK0189
 SK0189                          STATION RECOVERY (2012)
 SK0189
 SK0189'RECOVERY NOTE BY MN DEPT OF TRANSP 2012 (KMS)
 SK0189'RECOVERED IN GOOD CONDITION.
 SK0189
 SK0189                          STATION RECOVERY (2023)
 SK0189
 SK0189'RECOVERY NOTE BY MN DEPT OF TRANSP 2023 (TJD)
 SK0189'2.65 MI (4.26 KM) NORTH ALONG TRUNK HIGHWAY 371 FROM THE JUNCTION OF
 SK0189'TRUNK HIGHWAY 34 AND TRUNK HIGHWAY 371 IN WALKER, AT TRUNK HIGHWAY 371
 SK0189'MILE POINT 94.2, 1.35 MI (2.17 KM) SOUTH OF THE JUNCTION OF TRUNK
 SK0189'HIGHWAY 371 AND TRUNK HIGHWAY 200 WEST, 98.0 FT (29.9 M) WEST OF TRUNK
 SK0189'HIGHWAY 371, 56.0 FT (17.1 M) NORTH OF TOWNSHIP ROAD 28 (LAKEAIRE
 SK0189'DRIVE NORTHWEST), 51.0 FT (15.5 M) NORTHWEST OF THE NORTH END OF A
 SK0189'METAL CULVERT, 3.0 FT (0.9 M) WEST OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DM4589 ***********************************************************************
 DM4589  DESIGNATION -  1120 D
 DM4589  PID         -  DM4589
 DM4589  STATE/COUNTY-  MN/CASS
 DM4589  COUNTRY     -  US
 DM4589  USGS QUAD   -  STEAMBOAT BAY (2019)
 DM4589
 DM4589                         *CURRENT SURVEY CONTROL
 DM4589  ______________________________________________________________________
 DM4589* NAD 83(1986) POSITION- 47 07 58.55   (N) 094 37 18.04   (W)   HD_HELD1
 DM4589* NAVD 88 ORTHO HEIGHT -   399.783 (meters)     1311.62  (feet) ADJUSTED
 DM4589  ______________________________________________________________________
 DM4589  GEOID HEIGHT    -        -27.797 (meters)                     GEOID18
 DM4589  DYNAMIC HEIGHT  -        399.823 (meters)     1311.75  (feet) COMP
 DM4589  MODELED GRAVITY -    980,700.4   (mgal)                       NAVD 88
 DM4589
 DM4589  VERT ORDER      -  SECOND    CLASS I
 DM4589
 DM4589.The horizontal coordinates were determined by differentially corrected
 DM4589.hand held GPS observations or other comparable positioning techniques
 DM4589.and have an estimated accuracy of +/- 3 meters.
 DM4589
 DM4589.The orthometric height was determined by differential leveling and
 DM4589.adjusted by the NATIONAL GEODETIC SURVEY
 DM4589.in February 2020.
 DM4589
 DM4589.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM4589.GEOID18 height accuracy estimate available here.
 DM4589
 DM4589.Click photographs - Photos may exist for this station.
 DM4589
 DM4589.The dynamic height is computed by dividing the NAVD 88
 DM4589.geopotential number by the normal gravity value computed on the
 DM4589.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM4589.degrees latitude (g = 980.6199 gals.).
 DM4589
 DM4589.The modeled gravity was interpolated from observed gravity values.
 DM4589
 DM4589;                    North         East    Units  Estimated Accuracy
 DM4589;SPC MN C     -   337,144.6     771,801.4     MT  (+/- 3 meters HH1 GPS) 
 DM4589
 DM4589_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUN7701821212(NAD 83)
 DM4589
 DM4589                          SUPERSEDED SURVEY CONTROL
 DM4589
 DM4589  NAVD 88 (08/26/19)  399.780  (m)         1311.61   (f) SUPERSEDED  2 1
 DM4589  NAVD 88 (06/08/11)  399.766  (m)         1311.57   (f) SUPERSEDED  2 1
 DM4589
 DM4589.Superseded values are not recommended for survey control.
 DM4589
 DM4589.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DM4589.See file dsdata.pdf to determine how the superseded data were derived.
 DM4589
 DM4589_MARKER: DV = VERTICAL CONTROL DISK
 DM4589_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DM4589_SP_SET: BRIDGE PARAPET
 DM4589_STAMPING: 1120 D 1993
 DM4589_MARK LOGO: MNDT
 DM4589_MAGNETIC: N = NO MAGNETIC MATERIAL
 DM4589_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DM4589_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DM4589+SATELLITE: SATELLITE OBSERVATIONS - May 17, 2023
 DM4589
 DM4589  HISTORY     - Date     Condition        Report By
 DM4589  HISTORY     - 19930401 MONUMENTED       MNDT
 DM4589  HISTORY     - 20070502 GOOD             MNDT
 DM4589  HISTORY     - 20120420 GOOD             MNDT
 DM4589  HISTORY     - 20230517 GOOD             MNDT
 DM4589
 DM4589                          STATION DESCRIPTION
 DM4589
 DM4589'DESCRIBED BY MN DEPT OF TRANSP 2007 (WAS)
 DM4589'THE STATION IS LOCATED ABOUT 8.4 MI (13.5 KM) SOUTHEAST OF LAPORTE,
 DM4589'3.7 MI (6.0 KM) EAST-SOUTHEAST OF BENEDICT AND 2.7 MI (4.3 KM)
 DM4589'NORTHWEST OF WALKER.
 DM4589'
 DM4589'TO REACH THE MARK FROM THE JUNCTION OF TRUNK HIGHWAY 371 AND TRUNK
 DM4589'HIGHWAY 34 IN WALKER GO 3.15 MI (5.1 KM) NORTHWEST ALONG TRUNK HIGHWAY
 DM4589'371 TO MILE POINT 94.55 AND BRIDGE NUMBER 11003 OVER THE KABEKONA
 DM4589'NARROWS AND MARK ON THE RIGHT.
 DM4589'
 DM4589'THE MARK IS 24.0 FT (7.3 M) NORTHEAST OF TRUNK HIGHWAY 371, 10.5 FT
 DM4589'(3.2 M) NORTHWEST OF THE SOUTHEAST END OF A JERSEY BARRIER.
 DM4589
 DM4589                          STATION RECOVERY (2012)
 DM4589
 DM4589'RECOVERY NOTE BY MN DEPT OF TRANSP 2012 (KMS)
 DM4589'RECOVERED IN GOOD CONDITION.
 DM4589
 DM4589                          STATION RECOVERY (2023)
 DM4589
 DM4589'RECOVERY NOTE BY MN DEPT OF TRANSP 2023 (TJD)
 DM4589'2.5 MI (4.0 KM) NORTHWEST OF WALKER, IN A RAIL IN THE SOUTHEAST CORNER
 DM4589'OF TRUNK HIGHWAY 371 BRIDGE NUMBER 11003 OVER KABEKONA NARROWS, 3.15
 DM4589'MI (5.07 KM) NORTHWEST ALONG TRUNK HIGHWAY 371 FROM THE JUNCTION OF
 DM4589'TRUNK HIGHWAY 371 AND TRUNK HIGHWAY 34 IN WALKER, AT TRUNK HIGHWAY 371
 DM4589'MILE POINT 94.55, 24.0 FT (7.3 M) NORTHEAST OF TRUNK HIGHWAY 371, 10.5
 DM4589'FT (3.2 M) NORTHWEST OF THE SOUTHEAST END OF A BRIDGE RAILING.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DO6799 ***********************************************************************
 DO6799  DESIGNATION -  1120 E
 DO6799  PID         -  DO6799
 DO6799  STATE/COUNTY-  MN/CASS
 DO6799  COUNTRY     -  US
 DO6799  USGS QUAD   -  WALKER (2019)
 DO6799
 DO6799                         *CURRENT SURVEY CONTROL
 DO6799  ______________________________________________________________________
 DO6799* NAD 83(2011) POSITION- 47 06 47.75266(N) 094 36 35.11179(W)   ADJUSTED
 DO6799* NAD 83(2011) ELLIP HT-   374.811 (meters)        (05/22/13)   ADJUSTED
 DO6799* NAD 83(2011) EPOCH   -  2010.00
 DO6799* NAVD 88 ORTHO HEIGHT -   402.592 (meters)     1320.84  (feet) ADJUSTED
 DO6799  ______________________________________________________________________
 DO6799  GEOID HEIGHT    -        -27.764 (meters)                     GEOID18
 DO6799  NAD 83(2011) X  -   -349,500.964 (meters)                     COMP
 DO6799  NAD 83(2011) Y  - -4,334,658.006 (meters)                     COMP
 DO6799  NAD 83(2011) Z  -  4,650,617.925 (meters)                     COMP
 DO6799  LAPLACE CORR    -         -3.33  (seconds)                    DEFLEC18
 DO6799  DYNAMIC HEIGHT  -        402.634 (meters)     1320.98  (feet) COMP
 DO6799  MODELED GRAVITY -    980,704.4   (mgal)                       NAVD 88
 DO6799
 DO6799  VERT ORDER      -  SECOND    CLASS I
 DO6799
 DO6799  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DO6799  Standards:
 DO6799         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DO6799            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DO6799  -------------------------------------------------------------------
 DO6799  NETWORK    1.11   0.96           0.50   0.40   0.49     -0.05488074
 DO6799  -------------------------------------------------------------------
 DO6799  Click here for local accuracies and other accuracy information.
 DO6799
 DO6799.The horizontal coordinates were established by GPS observations
 DO6799.and adjusted by the National Geodetic Survey in May 2013.
 DO6799
 DO6799.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DO6799.been affixed to the stable North American tectonic plate. See 
 DO6799.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DO6799
 DO6799.The horizontal coordinates are valid at the epoch date displayed above
 DO6799.which is a decimal equivalence of Year/Month/Day.
 DO6799
 DO6799.The orthometric height was determined by differential leveling and
 DO6799.adjusted by the NATIONAL GEODETIC SURVEY
 DO6799.in February 2020.
 DO6799
 DO6799.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO6799.GEOID18 height accuracy estimate available here.
 DO6799
 DO6799.Click photographs - Photos may exist for this station.
 DO6799
 DO6799.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DO6799
 DO6799.The Laplace correction was computed from DEFLEC18 derived deflections.
 DO6799
 DO6799.The ellipsoidal height was determined by GPS observations
 DO6799.and is referenced to NAD 83.
 DO6799
 DO6799.The dynamic height is computed by dividing the NAVD 88
 DO6799.geopotential number by the normal gravity value computed on the
 DO6799.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO6799.degrees latitude (g = 980.6199 gals.).
 DO6799
 DO6799.The modeled gravity was interpolated from observed gravity values.
 DO6799
 DO6799. The following values were computed from the NAD 83(2011) position.
 DO6799
 DO6799;                    North         East     Units Scale Factor Converg.
 DO6799;SPC MN C     -   334,954.133   772,696.181   MT  1.00001445   -0 15 36.9
 DO6799;SPC MN C     - 1,098,928.68  2,535,087.39   sFT  1.00001445   -0 15 36.9
 DO6799;UTM  15      - 5,219,008.063   377,877.612   MT  0.99978329   -1 10 46.6
 DO6799
 DO6799!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DO6799!SPC MN C     -   0.99994125  x   1.00001445  =   0.99995570
 DO6799!UTM  15      -   0.99994125  x   0.99978329  =   0.99972456
 DO6799
 DO6799:                Primary Azimuth Mark                     Grid Az
 DO6799:SPC MN C     -  1120 F                                   343 39 29.0
 DO6799:UTM  15      -  1120 F                                   344 34 38.7
 DO6799
 DO6799_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUN7787719008(NAD 83)
 DO6799
 DO6799|---------------------------------------------------------------------|
 DO6799| PID    Reference Object                     Distance      Geod. Az  |
 DO6799|                                                           dddmmss.s |
 DO6799| DO6800 1120 F                              APPROX. 1.5 KM 3432352.1 |
 DO6799|---------------------------------------------------------------------|
 DO6799
 DO6799                          SUPERSEDED SURVEY CONTROL
 DO6799
 DO6799  NAD 83(2011)-  47 06 47.75264(N)    094 36 35.11182(W) AD(2010.00) 0
 DO6799  ELLIP H (04/01/13)  374.811  (m)                       GP(2010.00)    
 DO6799  NAVD 88 (08/26/19)  402.588  (m)         1320.82   (f) SUPERSEDED  2 1
 DO6799  NAVD 88 (09/23/13)  402.577  (m)         1320.79   (f) SUPERSEDED  2 1
 DO6799  NAVD 88             402.58   (m)         1320.8    (f) LEVELING    3  
 DO6799
 DO6799.Superseded values are not recommended for survey control.
 DO6799
 DO6799.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DO6799.See file dsdata.pdf to determine how the superseded data were derived.
 DO6799
 DO6799_MARKER: I = METAL ROD
 DO6799_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DO6799_STAMPING: 1120 E 2012
 DO6799_MARK LOGO: MNDT
 DO6799_PROJECTION: RECESSED 3 CENTIMETERS
 DO6799_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DO6799_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DO6799_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DO6799+SATELLITE: SATELLITE OBSERVATIONS - May 17, 2023
 DO6799_ROD/PIPE-DEPTH: 12.2 meters
 DO6799
 DO6799  HISTORY     - Date     Condition        Report By
 DO6799  HISTORY     - 20120814 MONUMENTED       MNDT
 DO6799  HISTORY     - 20120820 GOOD             MNDT
 DO6799  HISTORY     - 20230517 GOOD             MNDT
 DO6799
 DO6799                          STATION DESCRIPTION
 DO6799
 DO6799'DESCRIBED BY MN DEPT OF TRANSP 2012 (SXH)
 DO6799'1.2 MILES NORTHWEST OF WALKER, 1.5 MILES NORTHWEST ALONG TRUNK HIGHWAY
 DO6799'371 FROM JUNCTION OF TRUNK HIGHWAY 371 AND TRUNK HIGHWAY 34 IN WALKER,
 DO6799'AT TRUNK HIGHWAY 371 MILEPOINT 93.1, 90.6 FEET WEST OF TRUNK HIGHWAY
 DO6799'371, 33.2 FEET NORTH OF LAKE LAND TRAIL NORTHWEST, 32.2 FEET EAST OF
 DO6799'DRIVEWAY NUMBER 8381, 1.5 FEET SOUTH OF WITNESS POST.
 DO6799
 DO6799                          STATION RECOVERY (2023)
 DO6799
 DO6799'RECOVERY NOTE BY MN DEPT OF TRANSP 2023 (TJD)
 DO6799'1.2 MI (1.9 KM) NORTHWEST OF WALKER, 1.5 MI (2.4 KM) NORTHWEST ALONG
 DO6799'TRUNK HIGHWAY 371 FROM THE JUNCTION OF TRUNK HIGHWAY 371 AND TRUNK
 DO6799'HIGHWAY 34 IN WALKER, AT TRUNK HIGHWAY 371 MILE POINT 93.1, 90.6 FT
 DO6799'(27.6 M) WEST OF TRUNK HIGHWAY 371, 33.2 FT (10.1 M) NORTH OF LAKE
 DO6799'LAND TRAIL NORTHWEST, 32.2 FT (9.8 M) EAST OF DRIVEWAY NUMBER 8381,
 DO6799'1.5 FT (0.5 M) SOUTH OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DO6800 ***********************************************************************
 DO6800  DESIGNATION -  1120 F
 DO6800  PID         -  DO6800
 DO6800  STATE/COUNTY-  MN/CASS
 DO6800  COUNTRY     -  US
 DO6800  USGS QUAD   -  STEAMBOAT BAY (2019)
 DO6800
 DO6800                         *CURRENT SURVEY CONTROL
 DO6800  ______________________________________________________________________
 DO6800* NAD 83(2011) POSITION- 47 07 33.12999(N) 094 36 54.93498(W)   ADJUSTED
 DO6800* NAD 83(2011) ELLIP HT-   369.776 (meters)        (05/22/13)   ADJUSTED
 DO6800* NAD 83(2011) EPOCH   -  2010.00
 DO6800* NAVD 88 ORTHO HEIGHT -   397.587 (meters)     1304.42  (feet) ADJUSTED
 DO6800  ______________________________________________________________________
 DO6800  GEOID HEIGHT    -        -27.787 (meters)                     GEOID18
 DO6800  NAD 83(2011) X  -   -349,834.641 (meters)                     COMP
 DO6800  NAD 83(2011) Y  - -4,333,597.401 (meters)                     COMP
 DO6800  NAD 83(2011) Z  -  4,651,567.847 (meters)                     COMP
 DO6800  LAPLACE CORR    -         -2.72  (seconds)                    DEFLEC18
 DO6800  DYNAMIC HEIGHT  -        397.627 (meters)     1304.55  (feet) COMP
 DO6800  MODELED GRAVITY -    980,702.3   (mgal)                       NAVD 88
 DO6800
 DO6800  VERT ORDER      -  SECOND    CLASS I
 DO6800
 DO6800  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DO6800  Standards:
 DO6800         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DO6800            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DO6800  -------------------------------------------------------------------
 DO6800  NETWORK    1.05   0.88           0.47   0.38   0.45     -0.08094429
 DO6800  -------------------------------------------------------------------
 DO6800  Click here for local accuracies and other accuracy information.
 DO6800
 DO6800.The horizontal coordinates were established by GPS observations
 DO6800.and adjusted by the National Geodetic Survey in May 2013.
 DO6800
 DO6800.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DO6800.been affixed to the stable North American tectonic plate. See 
 DO6800.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DO6800
 DO6800.The horizontal coordinates are valid at the epoch date displayed above
 DO6800.which is a decimal equivalence of Year/Month/Day.
 DO6800
 DO6800.The orthometric height was determined by differential leveling and
 DO6800.adjusted by the NATIONAL GEODETIC SURVEY
 DO6800.in February 2020.
 DO6800
 DO6800.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO6800.GEOID18 height accuracy estimate available here.
 DO6800
 DO6800.Click photographs - Photos may exist for this station.
 DO6800
 DO6800.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DO6800
 DO6800.The Laplace correction was computed from DEFLEC18 derived deflections.
 DO6800
 DO6800.The ellipsoidal height was determined by GPS observations
 DO6800.and is referenced to NAD 83.
 DO6800
 DO6800.The dynamic height is computed by dividing the NAVD 88
 DO6800.geopotential number by the normal gravity value computed on the
 DO6800.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO6800.degrees latitude (g = 980.6199 gals.).
 DO6800
 DO6800.The modeled gravity was interpolated from observed gravity values.
 DO6800
 DO6800. The following values were computed from the NAD 83(2011) position.
 DO6800
 DO6800;                    North         East     Units Scale Factor Converg.
 DO6800;SPC MN C     -   336,357.370   772,284.730   MT  1.00001747   -0 15 51.2
 DO6800;SPC MN C     - 1,103,532.47  2,533,737.49   sFT  1.00001747   -0 15 51.2
 DO6800;UTM  15      - 5,220,417.395   377,488.823   MT  0.99978446   -1 11 02.0
 DO6800
 DO6800!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DO6800!SPC MN C     -   0.99994204  x   1.00001747  =   0.99995951
 DO6800!UTM  15      -   0.99994204  x   0.99978446  =   0.99972651
 DO6800
 DO6800:                Primary Azimuth Mark                     Grid Az
 DO6800:SPC MN C     -  1120 E                                   163 39 28.8
 DO6800:UTM  15      -  1120 E                                   164 34 39.6
 DO6800
 DO6800_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUN7748820417(NAD 83)
 DO6800
 DO6800|---------------------------------------------------------------------|
 DO6800| PID    Reference Object                     Distance      Geod. Az  |
 DO6800|                                                           dddmmss.s |
 DO6800| DO6799 1120 E                              APPROX. 1.5 KM 1632337.6 |
 DO6800| DO6801 1120 G                              APPROX. 1.0 KM 3275949.9 |
 DO6800|---------------------------------------------------------------------|
 DO6800
 DO6800                          SUPERSEDED SURVEY CONTROL
 DO6800
 DO6800  NAD 83(2011)-  47 07 33.12996(N)    094 36 54.93500(W) AD(2010.00) 0
 DO6800  ELLIP H (04/01/13)  369.776  (m)                       GP(2010.00)    
 DO6800  NAVD 88 (08/26/19)  397.583  (m)         1304.40   (f) SUPERSEDED  2 1
 DO6800  NAVD 88 (09/23/13)  397.569  (m)         1304.36   (f) SUPERSEDED  2 1
 DO6800  NAVD 88             397.57   (m)         1304.4    (f) LEVELING    3  
 DO6800
 DO6800.Superseded values are not recommended for survey control.
 DO6800
 DO6800.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DO6800.See file dsdata.pdf to determine how the superseded data were derived.
 DO6800
 DO6800_MARKER: I = METAL ROD
 DO6800_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DO6800_STAMPING: 1120 F 2012
 DO6800_MARK LOGO: MNDT
 DO6800_PROJECTION: RECESSED 10 CENTIMETERS
 DO6800_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DO6800_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DO6800_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DO6800+SATELLITE: SATELLITE OBSERVATIONS - May 17, 2023
 DO6800_ROD/PIPE-DEPTH: 15.2 meters
 DO6800
 DO6800  HISTORY     - Date     Condition        Report By
 DO6800  HISTORY     - 20120814 MONUMENTED       MNDT
 DO6800  HISTORY     - 20120820 GOOD             MNDT
 DO6800  HISTORY     - 20230517 GOOD             MNDT
 DO6800
 DO6800                          STATION DESCRIPTION
 DO6800
 DO6800'DESCRIBED BY MN DEPT OF TRANSP 2012 (AXL)
 DO6800'2.25 MILES NORTHWEST OF WALKER, 2.45 MILES NORTHWEST ALONG TRUNK
 DO6800'HIGHWAY 371 FROM JUNCTION OF TRUNK HIGHWAY 371 AND TRUNK HIGHWAY 34 IN
 DO6800'WALKER, AT TRUNK HIGHWAY 371 MILEPOINT 94.0, 45.0 FEET NORTHEAST OF
 DO6800'TRUNK HIGHWAY 371, 91.3 FEET SOUTHEAST OF EAST PILLAR OF PEDESTRIAN
 DO6800'BRIDGE, 97.0 FEET NORTHWEST OF MILEPOST 94, 1.5 FEET SOUTHWEST OF
 DO6800'WITNESS POST.
 DO6800
 DO6800                          STATION RECOVERY (2023)
 DO6800
 DO6800'RECOVERY NOTE BY MN DEPT OF TRANSP 2023 (TJD)
 DO6800'2.25 MI (3.62 KM) NORTHWEST OF WALKER, 2.45 MI (3.94 KM) NORTHWEST
 DO6800'ALONG TRUNK HIGHWAY 371 FROM THE JUNCTION OF TRUNK HIGHWAY 371 AND
 DO6800'TRUNK HIGHWAY 34 IN WALKER, AT TRUNK HIGHWAY 371 MILE POINT 94.0, 45.0
 DO6800'FT (13.7 M) NORTHEAST OF TRUNK HIGHWAY 371, 91.3 FT (27.8 M) SOUTHEAST
 DO6800'OF THE EAST PILLAR OF A PEDESTRIAN BRIDGE, 97.0 FT (29.6 M) NORTHWEST
 DO6800'OF MILEPOST 94, 1.5 FT (0.5 M) SOUTHWEST OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DO6801 ***********************************************************************
 DO6801  DESIGNATION -  1120 G
 DO6801  PID         -  DO6801
 DO6801  STATE/COUNTY-  MN/CASS
 DO6801  COUNTRY     -  US
 DO6801  USGS QUAD   -  STEAMBOAT BAY (2019)
 DO6801
 DO6801                         *CURRENT SURVEY CONTROL
 DO6801  ______________________________________________________________________
 DO6801* NAD 83(2011) POSITION- 47 08 01.25006(N) 094 37 20.68743(W)   ADJUSTED
 DO6801* NAD 83(2011) ELLIP HT-   370.458 (meters)        (05/22/13)   ADJUSTED
 DO6801* NAD 83(2011) EPOCH   -  2010.00
 DO6801* NAVD 88 ORTHO HEIGHT -   398.282 (meters)     1306.70  (feet) ADJUSTED
 DO6801  ______________________________________________________________________
 DO6801  GEOID HEIGHT    -        -27.798 (meters)                     GEOID18
 DO6801  NAD 83(2011) X  -   -350,324.439 (meters)                     COMP
 DO6801  NAD 83(2011) Y  - -4,332,919.745 (meters)                     COMP
 DO6801  NAD 83(2011) Z  -  4,652,159.181 (meters)                     COMP
 DO6801  LAPLACE CORR    -         -2.22  (seconds)                    DEFLEC18
 DO6801  DYNAMIC HEIGHT  -        398.321 (meters)     1306.82  (feet) COMP
 DO6801  MODELED GRAVITY -    980,700.2   (mgal)                       NAVD 88
 DO6801
 DO6801  VERT ORDER      -  SECOND    CLASS I
 DO6801
 DO6801  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DO6801  Standards:
 DO6801         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DO6801            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DO6801  -------------------------------------------------------------------
 DO6801  NETWORK    1.16   0.92           0.52   0.42   0.47     -0.11447271
 DO6801  -------------------------------------------------------------------
 DO6801  Click here for local accuracies and other accuracy information.
 DO6801
 DO6801.The horizontal coordinates were established by GPS observations
 DO6801.and adjusted by the National Geodetic Survey in May 2013.
 DO6801
 DO6801.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DO6801.been affixed to the stable North American tectonic plate. See 
 DO6801.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DO6801
 DO6801.The horizontal coordinates are valid at the epoch date displayed above
 DO6801.which is a decimal equivalence of Year/Month/Day.
 DO6801
 DO6801.The orthometric height was determined by differential leveling and
 DO6801.adjusted by the NATIONAL GEODETIC SURVEY
 DO6801.in February 2020.
 DO6801
 DO6801.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO6801.GEOID18 height accuracy estimate available here.
 DO6801
 DO6801.Click photographs - Photos may exist for this station.
 DO6801
 DO6801.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DO6801
 DO6801.The Laplace correction was computed from DEFLEC18 derived deflections.
 DO6801
 DO6801.The ellipsoidal height was determined by GPS observations
 DO6801.and is referenced to NAD 83.
 DO6801
 DO6801.The dynamic height is computed by dividing the NAVD 88
 DO6801.geopotential number by the normal gravity value computed on the
 DO6801.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO6801.degrees latitude (g = 980.6199 gals.).
 DO6801
 DO6801.The modeled gravity was interpolated from observed gravity values.
 DO6801
 DO6801. The following values were computed from the NAD 83(2011) position.
 DO6801
 DO6801;                    North         East     Units Scale Factor Converg.
 DO6801;SPC MN C     -   337,228.294   771,746.025   MT  1.00001937   -0 16 09.8
 DO6801;SPC MN C     - 1,106,389.83  2,531,970.08   sFT  1.00001937   -0 16 09.8
 DO6801;UTM  15      - 5,221,296.649   376,964.290   MT  0.99978605   -1 11 21.4
 DO6801
 DO6801!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DO6801!SPC MN C     -   0.99994194  x   1.00001937  =   0.99996130
 DO6801!UTM  15      -   0.99994194  x   0.99978605  =   0.99972800
 DO6801
 DO6801:                Primary Azimuth Mark                     Grid Az
 DO6801:SPC MN C     -  1120 F                                   148 15 40.8
 DO6801:UTM  15      -  1120 F                                   149 10 52.4
 DO6801
 DO6801_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUN7696421296(NAD 83)
 DO6801
 DO6801|---------------------------------------------------------------------|
 DO6801| PID    Reference Object                     Distance      Geod. Az  |
 DO6801|                                                           dddmmss.s |
 DO6801| DO6800 1120 F                              APPROX. 1.0 KM 1475931.0 |
 DO6801|---------------------------------------------------------------------|
 DO6801
 DO6801                          SUPERSEDED SURVEY CONTROL
 DO6801
 DO6801  NAD 83(2011)-  47 08 01.25002(N)    094 37 20.68745(W) AD(2010.00) 0
 DO6801  ELLIP H (04/01/13)  370.457  (m)                       GP(2010.00)    
 DO6801  NAVD 88 (08/26/19)  398.278  (m)         1306.68   (f) SUPERSEDED  2 1
 DO6801  NAVD 88 (09/23/13)  398.264  (m)         1306.64   (f) SUPERSEDED  2 1
 DO6801  NAVD 88             398.26   (m)         1306.6    (f) LEVELING    3  
 DO6801
 DO6801.Superseded values are not recommended for survey control.
 DO6801
 DO6801.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DO6801.See file dsdata.pdf to determine how the superseded data were derived.
 DO6801
 DO6801_MARKER: I = METAL ROD
 DO6801_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DO6801_STAMPING: 1120 G 2012
 DO6801_MARK LOGO: MNDT
 DO6801_PROJECTION: RECESSED 8 CENTIMETERS
 DO6801_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DO6801_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DO6801_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DO6801+SATELLITE: SATELLITE OBSERVATIONS - May 17, 2023
 DO6801_ROD/PIPE-DEPTH: 15.2 meters
 DO6801
 DO6801  HISTORY     - Date     Condition        Report By
 DO6801  HISTORY     - 20120814 MONUMENTED       MNDT
 DO6801  HISTORY     - 20120820 GOOD             MNDT
 DO6801  HISTORY     - 20130731 GOOD             MNDT
 DO6801  HISTORY     - 20230517 GOOD             MNDT
 DO6801
 DO6801                          STATION DESCRIPTION
 DO6801
 DO6801'DESCRIBED BY MN DEPT OF TRANSP 2012 (SXK)
 DO6801'3.05 MILES NORTHWEST OF WALKER, 3.1 MILES NORTHWEST ALONG TRUNK
 DO6801'HIGHWAY 371  JUNCTION OF TRUNK HIGHWAY 371 AND TRUNK HIGHWAY 34 IN
 DO6801'WALKER, AT TRUNK HIGHWAY 371 MILEPOINT 94.65, 42.1 FEET NORTHEAST OF
 DO6801'TRUNK HIGHWAY 371, 15.6 FEET NORTHEAST OF NORTH END OF GUARD RAIL,
 DO6801'121.6 FEET NORTHWEST OF NORTHEAST CORNER OF BRIDGE, 1.5 FEET SOUTHWEST
 DO6801'OF WITNESS POST.
 DO6801
 DO6801                          STATION RECOVERY (2013)
 DO6801
 DO6801'RECOVERY NOTE BY MN DEPT OF TRANSP 2013 (MAS)
 DO6801'3.05 MI (4.9 KM) NORTHWEST OF WALKER, 3.1 MI (5.0 KM) NORTHWEST ALONG
 DO6801'TRUNK HIGHWAY 371 JUNCTION OF TRUNK HIGHWAY 371 AND TRUNK HIGHWAY 34
 DO6801'IN WALKER, AT TRUNK HIGHWAY 371 MILE POINT 94.65, 42.1 FT (12.8 M)
 DO6801'NORTHEAST OF TRUNK HIGHWAY 371, 15.6 FT (4.8 M) NORTHEAST OF NORTH END
 DO6801'OF GUARD RAIL, 121.6 FT (37.1 M) NORTHWEST OF THE NORTHEAST CORNER OF
 DO6801'BRIDGE, 1.5 FT (0.5 M) SOUTHWEST OF A WITNESS POST.
 DO6801
 DO6801                          STATION RECOVERY (2023)
 DO6801
 DO6801'RECOVERY NOTE BY MN DEPT OF TRANSP 2023 (TJD)
 DO6801'3.05 MI (4.91 KM) NORTHWEST OF WALKER, 3.1 MI (5.0 KM) NORTHWEST ALONG
 DO6801'TRUNK HIGHWAY 371 FROM THE JUNCTION OF TRUNK HIGHWAY 371 AND TRUNK
 DO6801'HIGHWAY 34 IN WALKER, AT TRUNK HIGHWAY 371 MILE POINT 94.65, 42.1 FT
 DO6801'(12.8 M) NORTHEAST OF TRUNK HIGHWAY 371, 15.6 FT (4.8 M) NORTHEAST OF
 DO6801'THE NORTH END OF A GUARD RAILING, 121.6 FT (37.1 M) NORTHWEST OF THE
 DO6801'NORTHEAST CORNER OF A BRIDGE, 1.5 FT (0.5 M) SOUTHWEST OF A WITNESS
 DO6801'POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DO6802 ***********************************************************************
 DO6802  DESIGNATION -  1120 H
 DO6802  PID         -  DO6802
 DO6802  STATE/COUNTY-  MN/CASS
 DO6802  COUNTRY     -  US
 DO6802  USGS QUAD   -  BENEDICT (2019)
 DO6802
 DO6802                         *CURRENT SURVEY CONTROL
 DO6802  ______________________________________________________________________
 DO6802* NAD 83(2011) POSITION- 47 09 41.14279(N) 094 38 20.35969(W)   ADJUSTED
 DO6802* NAD 83(2011) ELLIP HT-   378.976 (meters)        (05/22/13)   ADJUSTED
 DO6802* NAD 83(2011) EPOCH   -  2010.00
 DO6802* NAVD 88 ORTHO HEIGHT -   406.829 (meters)     1334.74  (feet) ADJUSTED
 DO6802  ______________________________________________________________________
 DO6802  GEOID HEIGHT    -        -27.833 (meters)                     GEOID18
 DO6802  NAD 83(2011) X  -   -351,395.487 (meters)                     COMP
 DO6802  NAD 83(2011) Y  - -4,330,569.741 (meters)                     COMP
 DO6802  NAD 83(2011) Z  -  4,654,263.592 (meters)                     COMP
 DO6802  LAPLACE CORR    -         -2.27  (seconds)                    DEFLEC18
 DO6802  DYNAMIC HEIGHT  -        406.867 (meters)     1334.86  (feet) COMP
 DO6802  MODELED GRAVITY -    980,693.7   (mgal)                       NAVD 88
 DO6802
 DO6802  VERT ORDER      -  SECOND    CLASS I
 DO6802
 DO6802  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DO6802  Standards:
 DO6802         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DO6802            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DO6802  -------------------------------------------------------------------
 DO6802  NETWORK    1.14   0.96           0.52   0.39   0.49      0.10317979
 DO6802  -------------------------------------------------------------------
 DO6802  Click here for local accuracies and other accuracy information.
 DO6802
 DO6802.The horizontal coordinates were established by GPS observations
 DO6802.and adjusted by the National Geodetic Survey in May 2013.
 DO6802
 DO6802.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DO6802.been affixed to the stable North American tectonic plate. See 
 DO6802.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DO6802
 DO6802.The horizontal coordinates are valid at the epoch date displayed above
 DO6802.which is a decimal equivalence of Year/Month/Day.
 DO6802
 DO6802.The orthometric height was determined by differential leveling and
 DO6802.adjusted by the NATIONAL GEODETIC SURVEY
 DO6802.in February 2020.
 DO6802
 DO6802.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO6802.GEOID18 height accuracy estimate available here.
 DO6802
 DO6802.Click photographs - Photos may exist for this station.
 DO6802
 DO6802.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DO6802
 DO6802.The Laplace correction was computed from DEFLEC18 derived deflections.
 DO6802
 DO6802.The ellipsoidal height was determined by GPS observations
 DO6802.and is referenced to NAD 83.
 DO6802
 DO6802.The dynamic height is computed by dividing the NAVD 88
 DO6802.geopotential number by the normal gravity value computed on the
 DO6802.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO6802.degrees latitude (g = 980.6199 gals.).
 DO6802
 DO6802.The modeled gravity was interpolated from observed gravity values.
 DO6802
 DO6802. The following values were computed from the NAD 83(2011) position.
 DO6802
 DO6802;                    North         East     Units Scale Factor Converg.
 DO6802;SPC MN C     -   340,319.218   770,503.637   MT  1.00002627   -0 16 53.0
 DO6802;SPC MN C     - 1,116,530.63  2,527,894.02   sFT  1.00002627   -0 16 53.0
 DO6802;UTM  15      - 5,224,406.397   375,771.985   MT  0.99978967   -1 12 07.1
 DO6802
 DO6802!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DO6802!SPC MN C     -   0.99994060  x   1.00002627  =   0.99996687
 DO6802!UTM  15      -   0.99994060  x   0.99978967  =   0.99973028
 DO6802
 DO6802:                Primary Azimuth Mark                     Grid Az
 DO6802:SPC MN C     -  1120 J                                   010 57 06.6
 DO6802:UTM  15      -  1120 J                                   011 52 20.7
 DO6802
 DO6802_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUN7577124406(NAD 83)
 DO6802
 DO6802|---------------------------------------------------------------------|
 DO6802| PID    Reference Object                     Distance      Geod. Az  |
 DO6802|                                                           dddmmss.s |
 DO6802| DO6803 1120 J                              APPROX. 1.5 KM 0104013.6 |
 DO6802|---------------------------------------------------------------------|
 DO6802
 DO6802                          SUPERSEDED SURVEY CONTROL
 DO6802
 DO6802  NAD 83(2011)-  47 09 41.14275(N)    094 38 20.35972(W) AD(2010.00) 0
 DO6802  ELLIP H (04/01/13)  378.975  (m)                       GP(2010.00)    
 DO6802  NAVD 88 (08/26/19)  406.826  (m)         1334.73   (f) SUPERSEDED  2 1
 DO6802  NAVD 88 (09/23/13)  406.814  (m)         1334.69   (f) SUPERSEDED  2 1
 DO6802  NAVD 88             406.81   (m)         1334.7    (f) LEVELING    3  
 DO6802
 DO6802.Superseded values are not recommended for survey control.
 DO6802
 DO6802.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DO6802.See file dsdata.pdf to determine how the superseded data were derived.
 DO6802
 DO6802_MARKER: I = METAL ROD
 DO6802_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DO6802_STAMPING: 1120 H 2012
 DO6802_MARK LOGO: MNDT
 DO6802_PROJECTION: RECESSED 3 CENTIMETERS
 DO6802_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DO6802_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DO6802_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DO6802+SATELLITE: SATELLITE OBSERVATIONS - June 05, 2023
 DO6802_ROD/PIPE-DEPTH: 5.8 meters
 DO6802
 DO6802  HISTORY     - Date     Condition        Report By
 DO6802  HISTORY     - 20120814 MONUMENTED       MNDT
 DO6802  HISTORY     - 20120820 GOOD             MNDT
 DO6802  HISTORY     - 20230605 GOOD             MNDT
 DO6802
 DO6802                          STATION DESCRIPTION
 DO6802
 DO6802'DESCRIBED BY MN DEPT OF TRANSP 2012 (SXH)
 DO6802'4.9 MILES NORTH-NORTHWEST OF WALKER, 5.25 MILES NORTHWEST ALONG TRUNK
 DO6802'HIGHWAY 371 FROM JUNCTION OF TRUNK HIGHWAY 371 AND TRUNK HIGHWAY 34 IN
 DO6802'WALKER, AT TRUNK HIGHWAY 371 MILEPOINT 96.85, 89.8 FEET WEST OF TRUNK
 DO6802'HIGHWAY 371, 69.1 FEET SOUTH OF ENTRANCE TO LAKE SIDE STORAGE, 1.5
 DO6802'FEET NORTH OF WITNESS POST.
 DO6802
 DO6802                          STATION RECOVERY (2023)
 DO6802
 DO6802'RECOVERY NOTE BY MN DEPT OF TRANSP 2023 (TJD)
 DO6802'4.9 MI (7.9 KM) NORTH-NORTHWEST OF WALKER, 5.25 MI (8.45 KM) NORTHWEST
 DO6802'ALONG TRUNK HIGHWAY 371 FROM THE JUNCTION OF TRUNK HIGHWAY 371 AND
 DO6802'TRUNK HIGHWAY 34 IN WALKER, AT TRUNK HIGHWAY 371 MILE POINT 96.85,
 DO6802'89.8 FT (27.4 M) WEST OF TRUNK HIGHWAY 371, 69.1 FT (21.1 M) SOUTH OF
 DO6802'ENTRANCE NUMBER 09915 TO LAKE SIDE STORAGE, 1.5 FT (0.5 M) NORTH OF A
 DO6802'WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DO6803 ***********************************************************************
 DO6803  DESIGNATION -  1120 J
 DO6803  PID         -  DO6803
 DO6803  STATE/COUNTY-  MN/CASS
 DO6803  COUNTRY     -  US
 DO6803  USGS QUAD   -  BENEDICT (2019)
 DO6803
 DO6803                         *CURRENT SURVEY CONTROL
 DO6803  ______________________________________________________________________
 DO6803* NAD 83(2011) POSITION- 47 10 28.15044(N) 094 38 07.37056(W)   ADJUSTED
 DO6803* NAD 83(2011) ELLIP HT-   378.825 (meters)        (05/22/13)   ADJUSTED
 DO6803* NAD 83(2011) EPOCH   -  2010.00
 DO6803* NAVD 88 ORTHO HEIGHT -   406.698 (meters)     1334.31  (feet) ADJUSTED
 DO6803  ______________________________________________________________________
 DO6803  GEOID HEIGHT    -        -27.856 (meters)                     GEOID18
 DO6803  NAD 83(2011) X  -   -351,036.729 (meters)                     COMP
 DO6803  NAD 83(2011) Y  - -4,329,530.592 (meters)                     COMP
 DO6803  NAD 83(2011) Z  -  4,655,250.464 (meters)                     COMP
 DO6803  LAPLACE CORR    -         -2.64  (seconds)                    DEFLEC18
 DO6803  DYNAMIC HEIGHT  -        406.736 (meters)     1334.43  (feet) COMP
 DO6803  MODELED GRAVITY -    980,692.1   (mgal)                       NAVD 88
 DO6803
 DO6803  VERT ORDER      -  SECOND    CLASS I
 DO6803
 DO6803  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DO6803  Standards:
 DO6803         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DO6803            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DO6803  -------------------------------------------------------------------
 DO6803  NETWORK    1.09   0.94           0.50   0.37   0.48      0.04824152
 DO6803  -------------------------------------------------------------------
 DO6803  Click here for local accuracies and other accuracy information.
 DO6803
 DO6803.The horizontal coordinates were established by GPS observations
 DO6803.and adjusted by the National Geodetic Survey in May 2013.
 DO6803
 DO6803.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DO6803.been affixed to the stable North American tectonic plate. See 
 DO6803.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DO6803
 DO6803.The horizontal coordinates are valid at the epoch date displayed above
 DO6803.which is a decimal equivalence of Year/Month/Day.
 DO6803
 DO6803.The orthometric height was determined by differential leveling and
 DO6803.adjusted by the NATIONAL GEODETIC SURVEY
 DO6803.in February 2020.
 DO6803
 DO6803.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO6803.GEOID18 height accuracy estimate available here.
 DO6803
 DO6803.Click photographs - Photos may exist for this station.
 DO6803
 DO6803.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DO6803
 DO6803.The Laplace correction was computed from DEFLEC18 derived deflections.
 DO6803
 DO6803.The ellipsoidal height was determined by GPS observations
 DO6803.and is referenced to NAD 83.
 DO6803
 DO6803.The dynamic height is computed by dividing the NAVD 88
 DO6803.geopotential number by the normal gravity value computed on the
 DO6803.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO6803.degrees latitude (g = 980.6199 gals.).
 DO6803
 DO6803.The modeled gravity was interpolated from observed gravity values.
 DO6803
 DO6803. The following values were computed from the NAD 83(2011) position.
 DO6803
 DO6803;                    North         East     Units Scale Factor Converg.
 DO6803;SPC MN C     -   341,769.580   770,784.294   MT  1.00002960   -0 16 43.6
 DO6803;SPC MN C     - 1,121,289.03  2,528,814.80   sFT  1.00002960   -0 16 43.6
 DO6803;UTM  15      - 5,225,851.717   376,075.838   MT  0.99978874   -1 11 58.5
 DO6803
 DO6803!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DO6803!SPC MN C     -   0.99994062  x   1.00002960  =   0.99997022
 DO6803!UTM  15      -   0.99994062  x   0.99978874  =   0.99972938
 DO6803
 DO6803:                Primary Azimuth Mark                     Grid Az
 DO6803:SPC MN C     -  1120 K                                   009 37 08.0
 DO6803:UTM  15      -  1120 K                                   010 32 22.9
 DO6803
 DO6803_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUN7607525851(NAD 83)
 DO6803
 DO6803|---------------------------------------------------------------------|
 DO6803| PID    Reference Object                     Distance      Geod. Az  |
 DO6803|                                                           dddmmss.s |
 DO6803| DO6804 1120 K                              APPROX. 1.3 KM 0092024.4 |
 DO6803| DO6802 1120 H                              APPROX. 1.5 KM 1904023.1 |
 DO6803|---------------------------------------------------------------------|
 DO6803
 DO6803                          SUPERSEDED SURVEY CONTROL
 DO6803
 DO6803  NAD 83(2011)-  47 10 28.15039(N)    094 38 07.37059(W) AD(2010.00) 0
 DO6803  ELLIP H (04/01/13)  378.824  (m)                       GP(2010.00)    
 DO6803  NAVD 88 (08/26/19)  406.695  (m)         1334.30   (f) SUPERSEDED  2 1
 DO6803  NAVD 88 (09/23/13)  406.688  (m)         1334.28   (f) SUPERSEDED  2 1
 DO6803  NAVD 88             406.69   (m)         1334.3    (f) LEVELING    3  
 DO6803
 DO6803.Superseded values are not recommended for survey control.
 DO6803
 DO6803.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DO6803.See file dsdata.pdf to determine how the superseded data were derived.
 DO6803
 DO6803_MARKER: I = METAL ROD
 DO6803_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DO6803_STAMPING: 1120 J 2012
 DO6803_MARK LOGO: MNDT
 DO6803_PROJECTION: RECESSED 5 CENTIMETERS
 DO6803_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DO6803_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DO6803_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DO6803+SATELLITE: SATELLITE OBSERVATIONS - June 05, 2023
 DO6803_ROD/PIPE-DEPTH: 7.6 meters
 DO6803
 DO6803  HISTORY     - Date     Condition        Report By
 DO6803  HISTORY     - 20120814 MONUMENTED       MNDT
 DO6803  HISTORY     - 20120820 GOOD             MNDT
 DO6803  HISTORY     - 20230605 GOOD             MNDT
 DO6803
 DO6803                          STATION DESCRIPTION
 DO6803
 DO6803'DESCRIBED BY MN DEPT OF TRANSP 2012 (SXH)
 DO6803'5.6 MILES NORTH-NORTHWEST OF WALKER, 6.2 MILES NORTHWEST ALONG TRUNK
 DO6803'HIGHWAY 371 FROM JUNCTION OF TRUNK HIGHWAY 371 AND TRUNK HIGHWAY 34 IN
 DO6803'WALKER, AT TRUNK HIGHWAY 371 MILEPOINT 97.75, 31.0 FEET EAST OF TRUNK
 DO6803'HIGHWAY 371, 68.3 FEET WEST OF BIKE PATH, 1.5 FEET SOUTH OF WITNESS
 DO6803'POST.
 DO6803
 DO6803                          STATION RECOVERY (2023)
 DO6803
 DO6803'RECOVERY NOTE BY MN DEPT OF TRANSP 2023 (TJD)
 DO6803'5.6 MI (9.0 KM) NORTH-NORTHWEST OF WALKER, 6.2 MI (10.0 KM) NORTHWEST
 DO6803'ALONG TRUNK HIGHWAY 371 FROM THE JUNCTION OF TRUNK HIGHWAY 371 AND
 DO6803'TRUNK HIGHWAY 34 IN WALKER, AT TRUNK HIGHWAY 371 MILE POINT 97.75,
 DO6803'31.0 FT (9.4 M) EAST OF TRUNK HIGHWAY 371, 68.3 FT (20.8 M) WEST OF
 DO6803'THE HEARTLAND STATE TRAIL, 1.5 FT (0.5 M) SOUTH OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DO6804 ***********************************************************************
 DO6804  DESIGNATION -  1120 K
 DO6804  PID         -  DO6804
 DO6804  STATE/COUNTY-  MN/CASS
 DO6804  COUNTRY     -  US
 DO6804  USGS QUAD   -  BENEDICT (2019)
 DO6804
 DO6804                         *CURRENT SURVEY CONTROL
 DO6804  ______________________________________________________________________
 DO6804* NAD 83(2011) POSITION- 47 11 08.55684(N) 094 37 57.62218(W)   ADJUSTED
 DO6804* NAD 83(2011) ELLIP HT-   373.960 (meters)        (05/22/13)   ADJUSTED
 DO6804* NAD 83(2011) EPOCH   -  2010.00
 DO6804* NAVD 88 ORTHO HEIGHT -   401.849 (meters)     1318.40  (feet) ADJUSTED
 DO6804  ______________________________________________________________________
 DO6804  GEOID HEIGHT    -        -27.874 (meters)                     GEOID18
 DO6804  NAD 83(2011) X  -   -350,757.914 (meters)                     COMP
 DO6804  NAD 83(2011) Y  - -4,328,631.549 (meters)                     COMP
 DO6804  NAD 83(2011) Z  -  4,656,095.085 (meters)                     COMP
 DO6804  LAPLACE CORR    -         -2.67  (seconds)                    DEFLEC18
 DO6804  DYNAMIC HEIGHT  -        401.885 (meters)     1318.52  (feet) COMP
 DO6804  MODELED GRAVITY -    980,691.1   (mgal)                       NAVD 88
 DO6804
 DO6804  VERT ORDER      -  SECOND    CLASS I
 DO6804
 DO6804  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DO6804  Standards:
 DO6804         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DO6804            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DO6804  -------------------------------------------------------------------
 DO6804  NETWORK    1.06   0.88           0.49   0.36   0.45     -0.01886097
 DO6804  -------------------------------------------------------------------
 DO6804  Click here for local accuracies and other accuracy information.
 DO6804
 DO6804.The horizontal coordinates were established by GPS observations
 DO6804.and adjusted by the National Geodetic Survey in May 2013.
 DO6804
 DO6804.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DO6804.been affixed to the stable North American tectonic plate. See 
 DO6804.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DO6804
 DO6804.The horizontal coordinates are valid at the epoch date displayed above
 DO6804.which is a decimal equivalence of Year/Month/Day.
 DO6804
 DO6804.The orthometric height was determined by differential leveling and
 DO6804.adjusted by the NATIONAL GEODETIC SURVEY
 DO6804.in February 2020.
 DO6804
 DO6804.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO6804.GEOID18 height accuracy estimate available here.
 DO6804
 DO6804.Click photographs - Photos may exist for this station.
 DO6804
 DO6804.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DO6804
 DO6804.The Laplace correction was computed from DEFLEC18 derived deflections.
 DO6804
 DO6804.The ellipsoidal height was determined by GPS observations
 DO6804.and is referenced to NAD 83.
 DO6804
 DO6804.The dynamic height is computed by dividing the NAVD 88
 DO6804.geopotential number by the normal gravity value computed on the
 DO6804.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO6804.degrees latitude (g = 980.6199 gals.).
 DO6804
 DO6804.The modeled gravity was interpolated from observed gravity values.
 DO6804
 DO6804. The following values were computed from the NAD 83(2011) position.
 DO6804
 DO6804;                    North         East     Units Scale Factor Converg.
 DO6804;SPC MN C     -   343,016.429   770,995.606   MT  1.00003250   -0 16 36.6
 DO6804;SPC MN C     - 1,125,379.73  2,529,508.08   sFT  1.00003250   -0 16 36.6
 DO6804;UTM  15      - 5,227,094.708   376,307.106   MT  0.99978804   -1 11 52.1
 DO6804
 DO6804!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DO6804!SPC MN C     -   0.99994139  x   1.00003250  =   0.99997388
 DO6804!UTM  15      -   0.99994139  x   0.99978804  =   0.99972944
 DO6804
 DO6804:                Primary Azimuth Mark                     Grid Az
 DO6804:SPC MN C     -  1120 J                                   189 37 08.1
 DO6804:UTM  15      -  1120 J                                   190 32 23.6
 DO6804
 DO6804_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUN7630727094(NAD 83)
 DO6804
 DO6804|---------------------------------------------------------------------|
 DO6804| PID    Reference Object                     Distance      Geod. Az  |
 DO6804|                                                           dddmmss.s |
 DO6804| DO6803 1120 J                              APPROX. 1.3 KM 1892031.5 |
 DO6804|---------------------------------------------------------------------|
 DO6804
 DO6804                          SUPERSEDED SURVEY CONTROL
 DO6804
 DO6804  NAD 83(2011)-  47 11 08.55681(N)    094 37 57.62221(W) AD(2010.00) 0
 DO6804  ELLIP H (04/01/13)  373.958  (m)                       GP(2010.00)    
 DO6804  NAVD 88 (08/26/19)  401.845  (m)         1318.39   (f) SUPERSEDED  2 1
 DO6804  NAVD 88 (09/23/13)  401.836  (m)         1318.36   (f) SUPERSEDED  2 1
 DO6804  NAVD 88             401.84   (m)         1318.4    (f) LEVELING    3  
 DO6804
 DO6804.Superseded values are not recommended for survey control.
 DO6804
 DO6804.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DO6804.See file dsdata.pdf to determine how the superseded data were derived.
 DO6804
 DO6804_MARKER: I = METAL ROD
 DO6804_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DO6804_STAMPING: 1120 K 2012
 DO6804_MARK LOGO: MNDT
 DO6804_PROJECTION: RECESSED 3 CENTIMETERS
 DO6804_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DO6804_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DO6804_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DO6804+SATELLITE: SATELLITE OBSERVATIONS - June 05, 2023
 DO6804_ROD/PIPE-DEPTH: 15.2 meters
 DO6804
 DO6804  HISTORY     - Date     Condition        Report By
 DO6804  HISTORY     - 20120814 MONUMENTED       MNDT
 DO6804  HISTORY     - 20120820 GOOD             MNDT
 DO6804  HISTORY     - 20210706 GOOD             MNDT
 DO6804  HISTORY     - 20230605 GOOD             MNDT
 DO6804
 DO6804                          STATION DESCRIPTION
 DO6804
 DO6804'DESCRIBED BY MN DEPT OF TRANSP 2012 (DXS)
 DO6804'6.4 MILES NORTH-NORTHWEST OF WALKER, 7.0 MILES NORTHWEST ALONG TRUNK
 DO6804'HIGHWAY 371 FROM JUNCTION OF TRUNK HIGHWAY 371 AND TRUNK HIGHWAY 34 IN
 DO6804'WALKER, AT TRUNK HIGHWAY 371 MILEPOINT 98.5, 38.5 FEET EAST OF TRUNK
 DO6804'HIGHWAY 371, 29.2 FEET NORTH OF DRIVEWAY NUMBER 10592, 55.0 FEET WEST
 DO6804'OF BIKE PATH, 1.5 FEET SOUTH OF WITNESS POST.
 DO6804
 DO6804                          STATION RECOVERY (2021)
 DO6804
 DO6804'RECOVERY NOTE BY MN DEPT OF TRANSP 2021 (KMS)
 DO6804'RECOVERED IN GOOD CONDITION.
 DO6804
 DO6804                          STATION RECOVERY (2023)
 DO6804
 DO6804'RECOVERY NOTE BY MN DEPT OF TRANSP 2023 (TJD)
 DO6804'6.4 MI (10.3 KM) NORTH-NORTHWEST OF WALKER, 7.0 MI (11.3 KM) NORTHWEST
 DO6804'ALONG TRUNK HIGHWAY 371 FROM THE JUNCTION OF TRUNK HIGHWAY 371 AND
 DO6804'TRUNK HIGHWAY 34 IN WALKER, AT TRUNK HIGHWAY 371 MILE POINT 98.5, 38.5
 DO6804'FT (11.7 M) EAST OF TRUNK HIGHWAY 371, 29.2 FT (8.9 M) NORTH OF
 DO6804'DRIVEWAY NUMBER 10592, 55.0 FT (16.8 M) WEST OF A BIKE PATH, 1.5 FT
 DO6804'(0.5 M) SOUTH OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DO6805 ***********************************************************************
 DO6805  DESIGNATION -  1120 L
 DO6805  PID         -  DO6805
 DO6805  STATE/COUNTY-  MN/CASS
 DO6805  COUNTRY     -  US
 DO6805  USGS QUAD   -  STEAMBOAT BAY (2019)
 DO6805
 DO6805                         *CURRENT SURVEY CONTROL
 DO6805  ______________________________________________________________________
 DO6805* NAD 83(2011) POSITION- 47 13 18.47831(N) 094 37 27.49613(W)   ADJUSTED
 DO6805* NAD 83(2011) ELLIP HT-   368.367 (meters)        (05/22/13)   ADJUSTED
 DO6805* NAD 83(2011) EPOCH   -  2010.00
 DO6805* NAVD 88 ORTHO HEIGHT -   396.320 (meters)     1300.26  (feet) ADJUSTED
 DO6805  ______________________________________________________________________
 DO6805  GEOID HEIGHT    -        -27.933 (meters)                     GEOID18
 DO6805  NAD 83(2011) X  -   -349,888.015 (meters)                     COMP
 DO6805  NAD 83(2011) Y  - -4,325,744.293 (meters)                     COMP
 DO6805  NAD 83(2011) Z  -  4,658,817.015 (meters)                     COMP
 DO6805  LAPLACE CORR    -         -2.08  (seconds)                    DEFLEC18
 DO6805  DYNAMIC HEIGHT  -        396.357 (meters)     1300.38  (feet) COMP
 DO6805  MODELED GRAVITY -    980,694.2   (mgal)                       NAVD 88
 DO6805
 DO6805  VERT ORDER      -  SECOND    CLASS I
 DO6805
 DO6805  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DO6805  Standards:
 DO6805         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DO6805            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DO6805  -------------------------------------------------------------------
 DO6805  NETWORK    1.11   1.10           0.51   0.37   0.56      0.15966976
 DO6805  -------------------------------------------------------------------
 DO6805  Click here for local accuracies and other accuracy information.
 DO6805
 DO6805.The horizontal coordinates were established by GPS observations
 DO6805.and adjusted by the National Geodetic Survey in May 2013.
 DO6805
 DO6805.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DO6805.been affixed to the stable North American tectonic plate. See 
 DO6805.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DO6805
 DO6805.The horizontal coordinates are valid at the epoch date displayed above
 DO6805.which is a decimal equivalence of Year/Month/Day.
 DO6805
 DO6805.The orthometric height was determined by differential leveling and
 DO6805.adjusted by the NATIONAL GEODETIC SURVEY
 DO6805.in February 2020.
 DO6805
 DO6805.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO6805.GEOID18 height accuracy estimate available here.
 DO6805
 DO6805.Click photographs - Photos may exist for this station.
 DO6805
 DO6805.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DO6805
 DO6805.The Laplace correction was computed from DEFLEC18 derived deflections.
 DO6805
 DO6805.The ellipsoidal height was determined by GPS observations
 DO6805.and is referenced to NAD 83.
 DO6805
 DO6805.The dynamic height is computed by dividing the NAVD 88
 DO6805.geopotential number by the normal gravity value computed on the
 DO6805.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO6805.degrees latitude (g = 980.6199 gals.).
 DO6805
 DO6805.The modeled gravity was interpolated from observed gravity values.
 DO6805
 DO6805. The following values were computed from the NAD 83(2011) position.
 DO6805
 DO6805;                    North         East     Units Scale Factor Converg.
 DO6805;SPC MN C     -   347,025.724   771,648.835   MT  1.00004210   -0 16 14.8
 DO6805;SPC MN C     - 1,138,533.56  2,531,651.22   sFT  1.00004210   -0 16 14.8
 DO6805;UTM  15      - 5,231,091.980   377,024.537   MT  0.99978586   -1 11 32.5
 DO6805
 DO6805!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DO6805!SPC MN C     -   0.99994226  x   1.00004210  =   0.99998436
 DO6805!UTM  15      -   0.99994226  x   0.99978586  =   0.99972814
 DO6805
 DO6805:                Primary Azimuth Mark                     Grid Az
 DO6805:SPC MN C     -  1120 M                                   334 26 46.8
 DO6805:UTM  15      -  1120 M                                   335 22 04.5
 DO6805
 DO6805_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUN7702431091(NAD 83)
 DO6805
 DO6805|---------------------------------------------------------------------|
 DO6805| PID    Reference Object                     Distance      Geod. Az  |
 DO6805|                                                           dddmmss.s |
 DO6805| DO6806 1120 M                              APPROX. 1.2 KM 3341032.0 |
 DO6805|---------------------------------------------------------------------|
 DO6805
 DO6805                          SUPERSEDED SURVEY CONTROL
 DO6805
 DO6805  NAD 83(2011)-  47 13 18.47831(N)    094 37 27.49618(W) AD(2010.00) 0
 DO6805  ELLIP H (04/01/13)  368.366  (m)                       GP(2010.00)    
 DO6805  NAVD 88 (08/26/19)  396.316  (m)         1300.25   (f) SUPERSEDED  2 1
 DO6805  NAVD 88 (09/23/13)  396.301  (m)         1300.20   (f) SUPERSEDED  2 1
 DO6805  NAVD 88             396.30   (m)         1300.2    (f) LEVELING    3  
 DO6805
 DO6805.Superseded values are not recommended for survey control.
 DO6805
 DO6805.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DO6805.See file dsdata.pdf to determine how the superseded data were derived.
 DO6805
 DO6805_MARKER: I = METAL ROD
 DO6805_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DO6805_STAMPING: 1120 L 2012
 DO6805_MARK LOGO: MNDT
 DO6805_PROJECTION: RECESSED 5 CENTIMETERS
 DO6805_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DO6805_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DO6805_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DO6805+SATELLITE: SATELLITE OBSERVATIONS - June 06, 2023
 DO6805_ROD/PIPE-DEPTH: 10.1 meters
 DO6805
 DO6805  HISTORY     - Date     Condition        Report By
 DO6805  HISTORY     - 20120814 MONUMENTED       MNDT
 DO6805  HISTORY     - 20120820 GOOD             MNDT
 DO6805  HISTORY     - 20210706 GOOD             MNDT
 DO6805  HISTORY     - 20230606 GOOD             MNDT
 DO6805
 DO6805                          STATION DESCRIPTION
 DO6805
 DO6805'DESCRIBED BY MN DEPT OF TRANSP 2012 (AXL)
 DO6805'8.55 MILES NORTH-NORTHWEST OF WALKER, 9.55 MILES NORTHWEST ALONG TRUNK
 DO6805'HIGHWAY 371 FROM JUNCTION OF TRUNK HIGHWAY 371 AND TRUNK HIGHWAY 34 IN
 DO6805'WALKER, AT TRUNK HIGHWAY 371 MILEPOINT 101.1, 42.9 FEET EAST OF TRUNK
 DO6805'HIGHWAY 371, 24.8 FEET NORTH OF ENTRANCE, 1.5 FEET SOUTH OF WITNESS
 DO6805'POST.
 DO6805
 DO6805                          STATION RECOVERY (2021)
 DO6805
 DO6805'RECOVERY NOTE BY MN DEPT OF TRANSP 2021 (KMS)
 DO6805'RECOVERED IN GOOD CONDITION.
 DO6805
 DO6805                          STATION RECOVERY (2023)
 DO6805
 DO6805'RECOVERY NOTE BY MN DEPT OF TRANSP 2023 (TJD)
 DO6805'8.55 MI (13.76 KM) NORTH-NORTHWEST OF WALKER, 9.55 MI (15.37 KM)
 DO6805'NORTHWEST ALONG TRUNK HIGHWAY 371 FROM THE JUNCTION OF TRUNK HIGHWAY
 DO6805'371 AND TRUNK HIGHWAY 34 IN WALKER, AT TRUNK HIGHWAY 371 MILE POINT
 DO6805'101.1, 42.9 FT (13.1 M) EAST OF TRUNK HIGHWAY 371, 24.8 FT (7.6 M)
 DO6805'NORTH OF AN ENTRANCE, 1.5 FT (0.5 M) SOUTH OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DO6806 ***********************************************************************
 DO6806  DESIGNATION -  1120 M
 DO6806  PID         -  DO6806
 DO6806  STATE/COUNTY-  MN/CASS
 DO6806  COUNTRY     -  US
 DO6806  USGS QUAD   -  BENEDICT (2019)
 DO6806
 DO6806                         *CURRENT SURVEY CONTROL
 DO6806  ______________________________________________________________________
 DO6806* NAD 83(2011) POSITION- 47 13 52.01121(N) 094 37 51.32104(W)   ADJUSTED
 DO6806* NAD 83(2011) ELLIP HT-   368.384 (meters)        (05/22/13)   ADJUSTED
 DO6806* NAD 83(2011) EPOCH   -  2010.00
 DO6806* NAVD 88 ORTHO HEIGHT -   396.344 (meters)     1300.34  (feet) ADJUSTED
 DO6806  ______________________________________________________________________
 DO6806  GEOID HEIGHT    -        -27.941 (meters)                     GEOID18
 DO6806  NAD 83(2011) X  -   -350,326.289 (meters)                     COMP
 DO6806  NAD 83(2011) Y  - -4,324,946.150 (meters)                     COMP
 DO6806  NAD 83(2011) Z  -  4,659,520.322 (meters)                     COMP
 DO6806  LAPLACE CORR    -         -2.40  (seconds)                    DEFLEC18
 DO6806  DYNAMIC HEIGHT  -        396.381 (meters)     1300.46  (feet) COMP
 DO6806  MODELED GRAVITY -    980,694.3   (mgal)                       NAVD 88
 DO6806
 DO6806  VERT ORDER      -  SECOND    CLASS I
 DO6806
 DO6806  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DO6806  Standards:
 DO6806         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DO6806            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DO6806  -------------------------------------------------------------------
 DO6806  NETWORK    1.20   1.16           0.55   0.40   0.59      0.17993077
 DO6806  -------------------------------------------------------------------
 DO6806  Click here for local accuracies and other accuracy information.
 DO6806
 DO6806.The horizontal coordinates were established by GPS observations
 DO6806.and adjusted by the National Geodetic Survey in May 2013.
 DO6806
 DO6806.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DO6806.been affixed to the stable North American tectonic plate. See 
 DO6806.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DO6806
 DO6806.The horizontal coordinates are valid at the epoch date displayed above
 DO6806.which is a decimal equivalence of Year/Month/Day.
 DO6806
 DO6806.The orthometric height was determined by differential leveling and
 DO6806.adjusted by the NATIONAL GEODETIC SURVEY
 DO6806.in February 2020.
 DO6806
 DO6806.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO6806.GEOID18 height accuracy estimate available here.
 DO6806
 DO6806.Click photographs - Photos may exist for this station.
 DO6806
 DO6806.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DO6806
 DO6806.The Laplace correction was computed from DEFLEC18 derived deflections.
 DO6806
 DO6806.The ellipsoidal height was determined by GPS observations
 DO6806.and is referenced to NAD 83.
 DO6806
 DO6806.The dynamic height is computed by dividing the NAVD 88
 DO6806.geopotential number by the normal gravity value computed on the
 DO6806.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO6806.degrees latitude (g = 980.6199 gals.).
 DO6806
 DO6806.The modeled gravity was interpolated from observed gravity values.
 DO6806
 DO6806. The following values were computed from the NAD 83(2011) position.
 DO6806
 DO6806;                    North         East     Units Scale Factor Converg.
 DO6806;SPC MN C     -   348,063.711   771,152.546   MT  1.00004465   -0 16 32.0
 DO6806;SPC MN C     - 1,141,939.03  2,530,022.98   sFT  1.00004465   -0 16 32.0
 DO6806;UTM  15      - 5,232,137.547   376,545.132   MT  0.99978731   -1 11 50.7
 DO6806
 DO6806!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DO6806!SPC MN C     -   0.99994226  x   1.00004465  =   0.99998691
 DO6806!UTM  15      -   0.99994226  x   0.99978731  =   0.99972958
 DO6806
 DO6806:                Primary Azimuth Mark                     Grid Az
 DO6806:SPC MN C     -  1120 L                                   154 26 46.5
 DO6806:UTM  15      -  1120 L                                   155 22 05.2
 DO6806
 DO6806_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUN7654532137(NAD 83)
 DO6806
 DO6806|---------------------------------------------------------------------|
 DO6806| PID    Reference Object                     Distance      Geod. Az  |
 DO6806|                                                           dddmmss.s |
 DO6806| DO6805 1120 L                              APPROX. 1.2 KM 1541014.5 |
 DO6806|---------------------------------------------------------------------|
 DO6806
 DO6806                          SUPERSEDED SURVEY CONTROL
 DO6806
 DO6806  NAD 83(2011)-  47 13 52.01122(N)    094 37 51.32109(W) AD(2010.00) 0
 DO6806  ELLIP H (04/01/13)  368.383  (m)                       GP(2010.00)    
 DO6806  NAVD 88 (08/26/19)  396.340  (m)         1300.33   (f) SUPERSEDED  2 1
 DO6806  NAVD 88 (09/23/13)  396.323  (m)         1300.27   (f) SUPERSEDED  2 1
 DO6806  NAVD 88             396.32   (m)         1300.3    (f) LEVELING    3  
 DO6806
 DO6806.Superseded values are not recommended for survey control.
 DO6806
 DO6806.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DO6806.See file dsdata.pdf to determine how the superseded data were derived.
 DO6806
 DO6806_MARKER: I = METAL ROD
 DO6806_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DO6806_STAMPING: 1120 M 2012
 DO6806_MARK LOGO: MNDT
 DO6806_PROJECTION: RECESSED 5 CENTIMETERS
 DO6806_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DO6806_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DO6806_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DO6806+SATELLITE: SATELLITE OBSERVATIONS - June 06, 2023
 DO6806_ROD/PIPE-DEPTH: 10.7 meters
 DO6806
 DO6806  HISTORY     - Date     Condition        Report By
 DO6806  HISTORY     - 20120814 MONUMENTED       MNDT
 DO6806  HISTORY     - 20120820 GOOD             MNDT
 DO6806  HISTORY     - 20230606 GOOD             MNDT
 DO6806
 DO6806                          STATION DESCRIPTION
 DO6806
 DO6806'DESCRIBED BY MN DEPT OF TRANSP 2012 (SXK)
 DO6806'9.2 MILES NORTH-NORTHWEST OF WALKER, 10.3 MILES NORTHWEST ALONG TRUNK
 DO6806'HIGHWAY 371 FROM JUNCTION OF TRUNK HIGHWAY 371 AND TRUNK HIGHWAY 34 IN
 DO6806'WALKER, AT TRUNK HIGHWAY 371 MILEPOINT 101.85, 71.4 FEET EAST OF TRUNK
 DO6806'HIGHWAY 371, 8.3 FEET EAST OF BIKE PATH, 33.5 FEET SOUTHWEST OF POWER
 DO6806'POLE WITH TWO GUY WIRES, 1.5 FEET WEST OF WITNESS POST.
 DO6806
 DO6806                          STATION RECOVERY (2023)
 DO6806
 DO6806'RECOVERY NOTE BY MN DEPT OF TRANSP 2023 (TJD)
 DO6806'9.2 MI (14.8 KM) NORTH-NORTHWEST OF WALKER, 10.3 MI (16.6 KM)
 DO6806'NORTHWEST ALONG TRUNK HIGHWAY 371 FROM THE JUNCTION OF TRUNK HIGHWAY
 DO6806'371 AND TRUNK HIGHWAY 34 IN WALKER, AT TRUNK HIGHWAY 371 MILE POINT
 DO6806'101.85, 71.4 FT (21.8 M) EAST OF TRUNK HIGHWAY 371, 8.3 FT (2.5 M)
 DO6806'EAST OF A BIKE PATH, 33.5 FT (10.2 M) SOUTHWEST OF A POWER POLE WITH
 DO6806'TWO GUY WIRES, 1.5 FT (0.5 M) WEST OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DO6807 ***********************************************************************
 DO6807  DESIGNATION -  1120 N
 DO6807  PID         -  DO6807
 DO6807  STATE/COUNTY-  MN/CASS
 DO6807  COUNTRY     -  US
 DO6807  USGS QUAD   -  STEAMBOAT LAKE (2019)
 DO6807
 DO6807                         *CURRENT SURVEY CONTROL
 DO6807  ______________________________________________________________________
 DO6807* NAD 83(2011) POSITION- 47 15 41.26255(N) 094 37 37.91429(W)   ADJUSTED
 DO6807* NAD 83(2011) ELLIP HT-   368.361 (meters)        (05/22/13)   ADJUSTED
 DO6807* NAD 83(2011) EPOCH   -  2010.00
 DO6807* NAVD 88 ORTHO HEIGHT -   396.370 (meters)     1300.42  (feet) ADJUSTED
 DO6807  ______________________________________________________________________
 DO6807  GEOID HEIGHT    -        -27.986 (meters)                     GEOID18
 DO6807  NAD 83(2011) X  -   -349,845.308 (meters)                     COMP
 DO6807  NAD 83(2011) Y  - -4,322,499.436 (meters)                     COMP
 DO6807  NAD 83(2011) Z  -  4,661,810.813 (meters)                     COMP
 DO6807  LAPLACE CORR    -         -2.39  (seconds)                    DEFLEC18
 DO6807  DYNAMIC HEIGHT  -        396.408 (meters)     1300.55  (feet) COMP
 DO6807  MODELED GRAVITY -    980,697.5   (mgal)                       NAVD 88
 DO6807
 DO6807  VERT ORDER      -  SECOND    CLASS I
 DO6807
 DO6807  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DO6807  Standards:
 DO6807         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DO6807            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DO6807  -------------------------------------------------------------------
 DO6807  NETWORK    1.27   1.27           0.58   0.43   0.65      0.10447079
 DO6807  -------------------------------------------------------------------
 DO6807  Click here for local accuracies and other accuracy information.
 DO6807
 DO6807.The horizontal coordinates were established by GPS observations
 DO6807.and adjusted by the National Geodetic Survey in May 2013.
 DO6807
 DO6807.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DO6807.been affixed to the stable North American tectonic plate. See 
 DO6807.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DO6807
 DO6807.The horizontal coordinates are valid at the epoch date displayed above
 DO6807.which is a decimal equivalence of Year/Month/Day.
 DO6807
 DO6807.The orthometric height was determined by differential leveling and
 DO6807.adjusted by the NATIONAL GEODETIC SURVEY
 DO6807.in February 2020.
 DO6807
 DO6807.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO6807.GEOID18 height accuracy estimate available here.
 DO6807
 DO6807.Click photographs - Photos may exist for this station.
 DO6807
 DO6807.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DO6807
 DO6807.The Laplace correction was computed from DEFLEC18 derived deflections.
 DO6807
 DO6807.The ellipsoidal height was determined by GPS observations
 DO6807.and is referenced to NAD 83.
 DO6807
 DO6807.The dynamic height is computed by dividing the NAVD 88
 DO6807.geopotential number by the normal gravity value computed on the
 DO6807.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO6807.degrees latitude (g = 980.6199 gals.).
 DO6807
 DO6807.The modeled gravity was interpolated from observed gravity values.
 DO6807
 DO6807. The following values were computed from the NAD 83(2011) position.
 DO6807
 DO6807;                    North         East     Units Scale Factor Converg.
 DO6807;SPC MN C     -   351,436.401   771,450.640   MT  1.00005312   -0 16 22.3
 DO6807;SPC MN C     - 1,153,004.26  2,531,000.97   sFT  1.00005312   -0 16 22.3
 DO6807;UTM  15      - 5,235,504.121   376,897.374   MT  0.99978624   -1 11 42.9
 DO6807
 DO6807!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DO6807!SPC MN C     -   0.99994226  x   1.00005312  =   0.99999538
 DO6807!UTM  15      -   0.99994226  x   0.99978624  =   0.99972852
 DO6807
 DO6807:                Primary Azimuth Mark                     Grid Az
 DO6807:SPC MN C     -  1120 Q                                   000 23 36.1
 DO6807:UTM  15      -  1120 Q                                   001 18 56.7
 DO6807
 DO6807_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUN7689735504(NAD 83)
 DO6807
 DO6807|---------------------------------------------------------------------|
 DO6807| PID    Reference Object                     Distance      Geod. Az  |
 DO6807|                                                           dddmmss.s |
 DO6807| DO6808 1120 Q                              APPROX. 0.9 KM 0000713.8 |
 DO6807|---------------------------------------------------------------------|
 DO6807
 DO6807                          SUPERSEDED SURVEY CONTROL
 DO6807
 DO6807  NAD 83(2011)-  47 15 41.26256(N)    094 37 37.91435(W) AD(2010.00) 0
 DO6807  ELLIP H (04/01/13)  368.360  (m)                       GP(2010.00)    
 DO6807  NAVD 88 (08/26/19)  396.366  (m)         1300.41   (f) SUPERSEDED  2 1
 DO6807  NAVD 88 (09/23/13)  396.352  (m)         1300.36   (f) SUPERSEDED  2 1
 DO6807  NAVD 88             396.35   (m)         1300.4    (f) LEVELING    3  
 DO6807
 DO6807.Superseded values are not recommended for survey control.
 DO6807
 DO6807.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DO6807.See file dsdata.pdf to determine how the superseded data were derived.
 DO6807
 DO6807_MARKER: I = METAL ROD
 DO6807_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DO6807_STAMPING: 1120 N 2012
 DO6807_MARK LOGO: MNDT
 DO6807_PROJECTION: RECESSED 8 CENTIMETERS
 DO6807_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DO6807_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DO6807_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DO6807+SATELLITE: SATELLITE OBSERVATIONS - June 06, 2023
 DO6807_ROD/PIPE-DEPTH: 13.1 meters
 DO6807
 DO6807  HISTORY     - Date     Condition        Report By
 DO6807  HISTORY     - 20120814 MONUMENTED       MNDT
 DO6807  HISTORY     - 20120820 GOOD             MNDT
 DO6807  HISTORY     - 20210706 GOOD             MNDT
 DO6807  HISTORY     - 20230606 GOOD             MNDT
 DO6807
 DO6807                          STATION DESCRIPTION
 DO6807
 DO6807'DESCRIBED BY MN DEPT OF TRANSP 2012 (SXK)
 DO6807'8.2 MILES SOUTH OF CASS LAKE, 8.45 MILES SOUTH ALONG TRUNK HIGHWAY 371
 DO6807'FROM JUNCTION OF TRUNK HIGHWAY 371 AND TRUNK HIGHWAY 2 IN CASS LAKE,
 DO6807'AT TRUNK HIGHWAY 371 MILEPOINT 103.9, 30.9 FEET EAST OF TRUNK HIGHWAY
 DO6807'371, 79.2 FEET SOUTH OF EXTENDED DRIVEWAY NUMBER 12693, 1.5 FEET WEST
 DO6807'OF WITNESS POST.
 DO6807
 DO6807                          STATION RECOVERY (2021)
 DO6807
 DO6807'RECOVERY NOTE BY MN DEPT OF TRANSP 2021 (KMS)
 DO6807'RECOVERED IN GOOD CONDITION.
 DO6807
 DO6807                          STATION RECOVERY (2023)
 DO6807
 DO6807'RECOVERY NOTE BY MN DEPT OF TRANSP 2023 (TJD)
 DO6807'8.2 MI (13.2 KM) SOUTH OF CASS LAKE, 8.45 MI (13.60 KM) SOUTH ALONG
 DO6807'TRUNK HIGHWAY 371 FROM THE JUNCTION OF TRUNK HIGHWAY 371 AND TRUNK
 DO6807'HIGHWAY 2 IN CASS LAKE, AT TRUNK HIGHWAY 371 MILE POINT 103.9, 30.9 FT
 DO6807'(9.4 M) EAST OF TRUNK HIGHWAY 371, 79.2 FT (24.1 M) SOUTH OF EXTENDED
 DO6807'DRIVEWAY NUMBER 12693, 1.5 FT (0.5 M) WEST OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DO8664 ***********************************************************************
 DO8664  DESIGNATION -  1120 P
 DO8664  PID         -  DO8664
 DO8664  STATE/COUNTY-  MN/CASS
 DO8664  COUNTRY     -  US
 DO8664  USGS QUAD   -  STEAMBOAT LAKE (2019)
 DO8664
 DO8664                         *CURRENT SURVEY CONTROL
 DO8664  ______________________________________________________________________
 DO8664* NAD 83(1986) POSITION- 47 16 06.82   (N) 094 37 38.03   (W)   HD_HELD1
 DO8664* NAVD 88 ORTHO HEIGHT -   399.709 (meters)     1311.38  (feet) ADJUSTED
 DO8664  ______________________________________________________________________
 DO8664  GEOID HEIGHT    -        -27.995 (meters)                     GEOID18
 DO8664  DYNAMIC HEIGHT  -        399.748 (meters)     1311.51  (feet) COMP
 DO8664  MODELED GRAVITY -    980,698.0   (mgal)                       NAVD 88
 DO8664
 DO8664  VERT ORDER      -  SECOND    CLASS I
 DO8664
 DO8664.The horizontal coordinates were determined by differentially corrected
 DO8664.hand held GPS observations or other comparable positioning techniques
 DO8664.and have an estimated accuracy of +/- 3 meters.
 DO8664
 DO8664.The orthometric height was determined by differential leveling and
 DO8664.adjusted by the NATIONAL GEODETIC SURVEY
 DO8664.in February 2020.
 DO8664
 DO8664.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO8664.GEOID18 height accuracy estimate available here.
 DO8664
 DO8664.Click photographs - Photos may exist for this station.
 DO8664
 DO8664.The dynamic height is computed by dividing the NAVD 88
 DO8664.geopotential number by the normal gravity value computed on the
 DO8664.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO8664.degrees latitude (g = 980.6199 gals.).
 DO8664
 DO8664.The modeled gravity was interpolated from observed gravity values.
 DO8664
 DO8664;                    North         East    Units  Estimated Accuracy
 DO8664;SPC MN C     -   352,225.7     771,452.0     MT  (+/- 3 meters HH1 GPS) 
 DO8664
 DO8664_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUN7691136293(NAD 83)
 DO8664
 DO8664                          SUPERSEDED SURVEY CONTROL
 DO8664
 DO8664  NAVD 88 (08/26/19)  399.705  (m)         1311.37   (f) SUPERSEDED  2 1
 DO8664  NAVD 88 (09/23/13)  399.692  (m)         1311.32   (f) SUPERSEDED  2 1
 DO8664
 DO8664.Superseded values are not recommended for survey control.
 DO8664
 DO8664.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DO8664.See file dsdata.pdf to determine how the superseded data were derived.
 DO8664
 DO8664_MARKER: DV = VERTICAL CONTROL DISK
 DO8664_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DO8664_SP_SET: BRIDGE PARAPET
 DO8664_STAMPING: 1120 P 1993
 DO8664_MARK LOGO: MNDT
 DO8664_MAGNETIC: N = NO MAGNETIC MATERIAL
 DO8664_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DO8664_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DO8664+SATELLITE: SATELLITE OBSERVATIONS - June 06, 2023
 DO8664
 DO8664  HISTORY     - Date     Condition        Report By
 DO8664  HISTORY     - 19930401 MONUMENTED       MNDT
 DO8664  HISTORY     - 20120720 GOOD             MNDT
 DO8664  HISTORY     - 20230606 GOOD             MNDT
 DO8664
 DO8664                          STATION DESCRIPTION
 DO8664
 DO8664'DESCRIBED BY MN DEPT OF TRANSP 2012 (KMS)
 DO8664'7.55 MILES SOUTH OF CASS LAKE, IN RAIL IN SOUTHEAST CORNER OF TRUNK
 DO8664'HIGHWAY 371 BRIDGE NUMBER 11004 OVER STEAMBOAT RIVER, 7.95 MILES SOUTH
 DO8664'ALONG TRUNK HIGHWAY 371 FROM JUNCTION OF TRUNK HIGHWAY 371 AND TRUNK
 DO8664'HIGHWAY 2 IN CASS LAKE, AT TRUNK HIGHWAY 371 MILEPOINT 104.4, 24.5
 DO8664'FEET EAST OF TRUNK HIGHWAY 371.
 DO8664
 DO8664                          STATION RECOVERY (2023)
 DO8664
 DO8664'RECOVERY NOTE BY MN DEPT OF TRANSP 2023 (TJD)
 DO8664'7.55 MI (12.15 KM) SOUTH OF CASS LAKE, IN THE RAIL IN THE SOUTHEAST
 DO8664'CORNER OF TRUNK HIGHWAY 371 BRIDGE NUMBER 11004 OVER THE STEAMBOAT
 DO8664'RIVER, 7.95 MI (12.79 KM) SOUTH ALONG TRUNK HIGHWAY 371 FROM THE
 DO8664'JUNCTION OF TRUNK HIGHWAY 371 AND TRUNK HIGHWAY 2 IN CASS LAKE, AT
 DO8664'TRUNK HIGHWAY 371 MILE POINT 104.4, 24.5 FT (7.5 M) EAST OF TRUNK
 DO8664'HIGHWAY 371.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DO6808 ***********************************************************************
 DO6808  DESIGNATION -  1120 Q
 DO6808  PID         -  DO6808
 DO6808  STATE/COUNTY-  MN/CASS
 DO6808  COUNTRY     -  US
 DO6808  USGS QUAD   -  STEAMBOAT LAKE (2019)
 DO6808
 DO6808                         *CURRENT SURVEY CONTROL
 DO6808  ______________________________________________________________________
 DO6808* NAD 83(2011) POSITION- 47 16 09.33227(N) 094 37 37.82756(W)   ADJUSTED
 DO6808* NAD 83(2011) ELLIP HT-   369.895 (meters)        (05/22/13)   ADJUSTED
 DO6808* NAD 83(2011) EPOCH   -  2010.00
 DO6808* NAVD 88 ORTHO HEIGHT -   397.911 (meters)     1305.48  (feet) ADJUSTED
 DO6808  ______________________________________________________________________
 DO6808  GEOID HEIGHT    -        -27.996 (meters)                     GEOID18
 DO6808  NAD 83(2011) X  -   -349,792.207 (meters)                     COMP
 DO6808  NAD 83(2011) Y  - -4,321,865.949 (meters)                     COMP
 DO6808  NAD 83(2011) Z  -  4,662,400.226 (meters)                     COMP
 DO6808  LAPLACE CORR    -         -2.38  (seconds)                    DEFLEC18
 DO6808  DYNAMIC HEIGHT  -        397.950 (meters)     1305.61  (feet) COMP
 DO6808  MODELED GRAVITY -    980,698.1   (mgal)                       NAVD 88
 DO6808
 DO6808  VERT ORDER      -  SECOND    CLASS I
 DO6808
 DO6808  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DO6808  Standards:
 DO6808         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DO6808            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DO6808  -------------------------------------------------------------------
 DO6808  NETWORK    1.27   1.25           0.58   0.43   0.64      0.10242387
 DO6808  -------------------------------------------------------------------
 DO6808  Click here for local accuracies and other accuracy information.
 DO6808
 DO6808.The horizontal coordinates were established by GPS observations
 DO6808.and adjusted by the National Geodetic Survey in May 2013.
 DO6808
 DO6808.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DO6808.been affixed to the stable North American tectonic plate. See 
 DO6808.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DO6808
 DO6808.The horizontal coordinates are valid at the epoch date displayed above
 DO6808.which is a decimal equivalence of Year/Month/Day.
 DO6808
 DO6808.The orthometric height was determined by differential leveling and
 DO6808.adjusted by the NATIONAL GEODETIC SURVEY
 DO6808.in February 2020.
 DO6808
 DO6808.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO6808.GEOID18 height accuracy estimate available here.
 DO6808
 DO6808.Click photographs - Photos may exist for this station.
 DO6808
 DO6808.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DO6808
 DO6808.The Laplace correction was computed from DEFLEC18 derived deflections.
 DO6808
 DO6808.The ellipsoidal height was determined by GPS observations
 DO6808.and is referenced to NAD 83.
 DO6808
 DO6808.The dynamic height is computed by dividing the NAVD 88
 DO6808.geopotential number by the normal gravity value computed on the
 DO6808.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO6808.degrees latitude (g = 980.6199 gals.).
 DO6808
 DO6808.The modeled gravity was interpolated from observed gravity values.
 DO6808
 DO6808. The following values were computed from the NAD 83(2011) position.
 DO6808
 DO6808;                    North         East     Units Scale Factor Converg.
 DO6808;SPC MN C     -   352,303.285   771,456.592   MT  1.00005534   -0 16 22.2
 DO6808;SPC MN C     - 1,155,848.36  2,531,020.50   sFT  1.00005534   -0 16 22.2
 DO6808;UTM  15      - 5,236,370.564   376,917.276   MT  0.99978618   -1 11 43.4
 DO6808
 DO6808!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DO6808!SPC MN C     -   0.99994202  x   1.00005534  =   0.99999736
 DO6808!UTM  15      -   0.99994202  x   0.99978618  =   0.99972822
 DO6808
 DO6808:                Primary Azimuth Mark                     Grid Az
 DO6808:SPC MN C     -  1120 N                                   180 23 36.1
 DO6808:UTM  15      -  1120 N                                   181 18 57.3
 DO6808
 DO6808_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUN7691736370(NAD 83)
 DO6808
 DO6808|---------------------------------------------------------------------|
 DO6808| PID    Reference Object                     Distance      Geod. Az  |
 DO6808|                                                           dddmmss.s |
 DO6808| DO6807 1120 N                              APPROX. 0.9 KM 1800713.9 |
 DO6808|---------------------------------------------------------------------|
 DO6808
 DO6808                          SUPERSEDED SURVEY CONTROL
 DO6808
 DO6808  NAD 83(2011)-  47 16 09.33227(N)    094 37 37.82763(W) AD(2010.00) 0
 DO6808  ELLIP H (04/01/13)  369.894  (m)                       GP(2010.00)    
 DO6808  NAVD 88 (08/26/19)  397.907  (m)         1305.47   (f) SUPERSEDED  2 1
 DO6808  NAVD 88 (09/23/13)  397.894  (m)         1305.42   (f) SUPERSEDED  2 1
 DO6808  NAVD 88             397.90   (m)         1305.4    (f) LEVELING    3  
 DO6808
 DO6808.Superseded values are not recommended for survey control.
 DO6808
 DO6808.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DO6808.See file dsdata.pdf to determine how the superseded data were derived.
 DO6808
 DO6808_MARKER: I = METAL ROD
 DO6808_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DO6808_STAMPING: 1120 Q 2012
 DO6808_MARK LOGO: MNDT
 DO6808_PROJECTION: RECESSED 5 CENTIMETERS
 DO6808_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DO6808_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DO6808_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DO6808+SATELLITE: SATELLITE OBSERVATIONS - June 06, 2023
 DO6808_ROD/PIPE-DEPTH: 17.7 meters
 DO6808
 DO6808  HISTORY     - Date     Condition        Report By
 DO6808  HISTORY     - 20120814 MONUMENTED       MNDT
 DO6808  HISTORY     - 20120820 GOOD             MNDT
 DO6808  HISTORY     - 20230606 GOOD             MNDT
 DO6808
 DO6808                          STATION DESCRIPTION
 DO6808
 DO6808'DESCRIBED BY MN DEPT OF TRANSP 2012 (AXL)
 DO6808'7.5 MILES SOUTH OF CASS LAKE, 7.9 MILES SOUTH ALONG TRUNK HIGHWAY 371
 DO6808'FROM JUNCTION OF TRUNK HIGHWAY 371 AND TRUNK HIGHWAY 2 IN CASS LAKE,
 DO6808'AT TRUNK HIGHWAY 371 MILEPOINT 104.45, 39.7 FEET EAST OF TRUNK HIGHWAY
 DO6808'371, 33.2 FEET NORTH-NORTHEAST OF NORTH END OF GUARD RAIL, 1.5 FEET
 DO6808'WEST OF WITNESS POST.
 DO6808
 DO6808                          STATION RECOVERY (2023)
 DO6808
 DO6808'RECOVERY NOTE BY MN DEPT OF TRANSP 2023 (TJD)
 DO6808'7.5 MI (12.1 KM) SOUTH OF CASS LAKE, 7.9 MI (12.7 KM) SOUTH ALONG
 DO6808'TRUNK HIGHWAY 371 FROM THE JUNCTION OF TRUNK HIGHWAY 371 AND TRUNK
 DO6808'HIGHWAY 2 IN CASS LAKE, AT TRUNK HIGHWAY 371 MILE POINT 104.45, 39.7
 DO6808'FT (12.1 M) EAST OF TRUNK HIGHWAY 371, 33.2 FT (10.1 M)
 DO6808'NORTH-NORTHEAST OF THE NORTH END OF A GUARD RAIL, 1.5 FT (0.5 M) WEST
 DO6808'OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DO6809 ***********************************************************************
 DO6809  DESIGNATION -  1120 R
 DO6809  PID         -  DO6809
 DO6809  STATE/COUNTY-  MN/CASS
 DO6809  COUNTRY     -  US
 DO6809  USGS QUAD   -  PIKE BAY (2019)
 DO6809
 DO6809                         *CURRENT SURVEY CONTROL
 DO6809  ______________________________________________________________________
 DO6809* NAD 83(2011) POSITION- 47 18 29.44326(N) 094 37 20.73357(W)   ADJUSTED
 DO6809* NAD 83(2011) ELLIP HT-   378.886 (meters)        (05/22/13)   ADJUSTED
 DO6809* NAD 83(2011) EPOCH   -  2010.00
 DO6809* NAVD 88 ORTHO HEIGHT -   406.943 (meters)     1335.11  (feet) ADJUSTED
 DO6809  ______________________________________________________________________
 DO6809  GEOID HEIGHT    -        -28.043 (meters)                     GEOID18
 DO6809  NAD 83(2011) X  -   -349,178.289 (meters)                     COMP
 DO6809  NAD 83(2011) Y  - -4,318,731.791 (meters)                     COMP
 DO6809  NAD 83(2011) Z  -  4,665,341.998 (meters)                     COMP
 DO6809  LAPLACE CORR    -         -2.40  (seconds)                    DEFLEC18
 DO6809  DYNAMIC HEIGHT  -        406.983 (meters)     1335.24  (feet) COMP
 DO6809  MODELED GRAVITY -    980,701.1   (mgal)                       NAVD 88
 DO6809
 DO6809  VERT ORDER      -  SECOND    CLASS I
 DO6809
 DO6809  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DO6809  Standards:
 DO6809         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DO6809            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DO6809  -------------------------------------------------------------------
 DO6809  NETWORK    1.03   1.14           0.48   0.33   0.58      0.21290485
 DO6809  -------------------------------------------------------------------
 DO6809  Click here for local accuracies and other accuracy information.
 DO6809
 DO6809.The horizontal coordinates were established by GPS observations
 DO6809.and adjusted by the National Geodetic Survey in May 2013.
 DO6809
 DO6809.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DO6809.been affixed to the stable North American tectonic plate. See 
 DO6809.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DO6809
 DO6809.The horizontal coordinates are valid at the epoch date displayed above
 DO6809.which is a decimal equivalence of Year/Month/Day.
 DO6809
 DO6809.The orthometric height was determined by differential leveling and
 DO6809.adjusted by the NATIONAL GEODETIC SURVEY
 DO6809.in February 2020.
 DO6809
 DO6809.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO6809.GEOID18 height accuracy estimate available here.
 DO6809
 DO6809.Click photographs - Photos may exist for this station.
 DO6809
 DO6809.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DO6809
 DO6809.The Laplace correction was computed from DEFLEC18 derived deflections.
 DO6809
 DO6809.The ellipsoidal height was determined by GPS observations
 DO6809.and is referenced to NAD 83.
 DO6809
 DO6809.The dynamic height is computed by dividing the NAVD 88
 DO6809.geopotential number by the normal gravity value computed on the
 DO6809.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO6809.degrees latitude (g = 980.6199 gals.).
 DO6809
 DO6809.The modeled gravity was interpolated from observed gravity values.
 DO6809
 DO6809. The following values were computed from the NAD 83(2011) position.
 DO6809
 DO6809;                    North         East     Units Scale Factor Converg.
 DO6809;SPC MN C     -   356,628.757   771,836.275   MT  1.00006671   -0 16 09.9
 DO6809;SPC MN C     - 1,170,039.51  2,532,266.18   sFT  1.00006671   -0 16 09.9
 DO6809;UTM  15      - 5,240,688.170   377,366.456   MT  0.99978482   -1 11 33.5
 DO6809
 DO6809!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DO6809!SPC MN C     -   0.99994062  x   1.00006671  =   1.00000732
 DO6809!UTM  15      -   0.99994062  x   0.99978482  =   0.99972545
 DO6809
 DO6809:                Primary Azimuth Mark                     Grid Az
 DO6809:SPC MN C     -  1120 S                                   359 17 10.1
 DO6809:UTM  15      -  1120 S                                   000 12 33.7
 DO6809
 DO6809_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUN7736640688(NAD 83)
 DO6809
 DO6809|---------------------------------------------------------------------|
 DO6809| PID    Reference Object                     Distance      Geod. Az  |
 DO6809|                                                           dddmmss.s |
 DO6809| DO6810 1120 S                              APPROX. 1.7 KM 3590100.2 |
 DO6809|---------------------------------------------------------------------|
 DO6809
 DO6809                          SUPERSEDED SURVEY CONTROL
 DO6809
 DO6809  NAD 83(2011)-  47 18 29.44328(N)    094 37 20.73367(W) AD(2010.00) 0
 DO6809  ELLIP H (04/01/13)  378.886  (m)                       GP(2010.00)    
 DO6809  NAVD 88 (08/26/19)  406.939  (m)         1335.10   (f) SUPERSEDED  2 1
 DO6809  NAVD 88 (09/23/13)  406.930  (m)         1335.07   (f) SUPERSEDED  2 1
 DO6809  NAVD 88             406.93   (m)         1335.1    (f) LEVELING    3  
 DO6809
 DO6809.Superseded values are not recommended for survey control.
 DO6809
 DO6809.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DO6809.See file dsdata.pdf to determine how the superseded data were derived.
 DO6809
 DO6809_MARKER: I = METAL ROD
 DO6809_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DO6809_STAMPING: 1120 R 2012
 DO6809_MARK LOGO: MNDT
 DO6809_PROJECTION: RECESSED 3 CENTIMETERS
 DO6809_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DO6809_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DO6809_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DO6809+SATELLITE: SATELLITE OBSERVATIONS - June 06, 2023
 DO6809_ROD/PIPE-DEPTH: 6.7 meters
 DO6809
 DO6809  HISTORY     - Date     Condition        Report By
 DO6809  HISTORY     - 20120815 MONUMENTED       MNDT
 DO6809  HISTORY     - 20120820 GOOD             MNDT
 DO6809  HISTORY     - 20230606 GOOD             MNDT
 DO6809
 DO6809                          STATION DESCRIPTION
 DO6809
 DO6809'DESCRIBED BY MN DEPT OF TRANSP 2012 (SXK)
 DO6809'4.75 MILES SOUTH OF CASS LAKE, 5.2 MILES SOUTH ALONG TRUNK HIGHWAY 371
 DO6809'FROM JUNCTION OF TRUNK HIGHWAY 371 AND TRUNK HIGHWAY 2 IN CASS LAKE,
 DO6809'AT TRUNK HIGHWAY 371 MILEPOINT 107.2, 63.3 FEET EAST OF TRUNK HIGHWAY
 DO6809'371, 20.8 FEET NORTH OF COUNTY ROAD 145/140TH STREET NORTHWEST, 1.5
 DO6809'FEET SOUTH OF WITNESS POST.
 DO6809
 DO6809                          STATION RECOVERY (2023)
 DO6809
 DO6809'RECOVERY NOTE BY MN DEPT OF TRANSP 2023 (TJD)
 DO6809'4.75 MI (7.64 KM) SOUTH OF CASS LAKE, 5.2 MI (8.4 KM) SOUTH ALONG
 DO6809'TRUNK HIGHWAY 371 FROM THE JUNCTION OF TRUNK HIGHWAY 371 AND TRUNK
 DO6809'HIGHWAY 2 IN CASS LAKE, AT TRUNK HIGHWAY 371 MILE POINT 107.2, 63.3 FT
 DO6809'(19.3 M) EAST OF TRUNK HIGHWAY 371, 20.8 FT (6.3 M) NORTH OF COUNTY
 DO6809'ROAD 145/140TH STREET NORTHWEST, 1.5 FT (0.5 M) SOUTH OF A WITNESS
 DO6809'POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DO6810 ***********************************************************************
 DO6810  DESIGNATION -  1120 S
 DO6810  PID         -  DO6810
 DO6810  STATE/COUNTY-  MN/CASS
 DO6810  COUNTRY     -  US
 DO6810  USGS QUAD   -  PIKE BAY (2019)
 DO6810
 DO6810                         *CURRENT SURVEY CONTROL
 DO6810  ______________________________________________________________________
 DO6810* NAD 83(2011) POSITION- 47 19 23.96790(N) 094 37 22.10985(W)   ADJUSTED
 DO6810* NAD 83(2011) ELLIP HT-   378.313 (meters)        (05/22/13)   ADJUSTED
 DO6810* NAD 83(2011) EPOCH   -  2010.00
 DO6810* NAVD 88 ORTHO HEIGHT -   406.384 (meters)     1333.28  (feet) ADJUSTED
 DO6810  ______________________________________________________________________
 DO6810  GEOID HEIGHT    -        -28.062 (meters)                     GEOID18
 DO6810  NAD 83(2011) X  -   -349,107.307 (meters)                     COMP
 DO6810  NAD 83(2011) Y  - -4,317,495.222 (meters)                     COMP
 DO6810  NAD 83(2011) Z  -  4,666,483.229 (meters)                     COMP
 DO6810  LAPLACE CORR    -         -2.15  (seconds)                    DEFLEC18
 DO6810  DYNAMIC HEIGHT  -        406.425 (meters)     1333.41  (feet) COMP
 DO6810  MODELED GRAVITY -    980,702.0   (mgal)                       NAVD 88
 DO6810
 DO6810  VERT ORDER      -  SECOND    CLASS I
 DO6810
 DO6810  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DO6810  Standards:
 DO6810         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DO6810            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DO6810  -------------------------------------------------------------------
 DO6810  NETWORK    0.95   1.14           0.44   0.31   0.58      0.08020473
 DO6810  -------------------------------------------------------------------
 DO6810  Click here for local accuracies and other accuracy information.
 DO6810
 DO6810.The horizontal coordinates were established by GPS observations
 DO6810.and adjusted by the National Geodetic Survey in May 2013.
 DO6810
 DO6810.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DO6810.been affixed to the stable North American tectonic plate. See 
 DO6810.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DO6810
 DO6810.The horizontal coordinates are valid at the epoch date displayed above
 DO6810.which is a decimal equivalence of Year/Month/Day.
 DO6810
 DO6810.The orthometric height was determined by differential leveling and
 DO6810.adjusted by the NATIONAL GEODETIC SURVEY
 DO6810.in February 2020.
 DO6810
 DO6810.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO6810.GEOID18 height accuracy estimate available here.
 DO6810
 DO6810.Click photographs - Photos may exist for this station.
 DO6810
 DO6810.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DO6810
 DO6810.The Laplace correction was computed from DEFLEC18 derived deflections.
 DO6810
 DO6810.The ellipsoidal height was determined by GPS observations
 DO6810.and is referenced to NAD 83.
 DO6810
 DO6810.The dynamic height is computed by dividing the NAVD 88
 DO6810.geopotential number by the normal gravity value computed on the
 DO6810.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO6810.degrees latitude (g = 980.6199 gals.).
 DO6810
 DO6810.The modeled gravity was interpolated from observed gravity values.
 DO6810
 DO6810. The following values were computed from the NAD 83(2011) position.
 DO6810
 DO6810;                    North         East     Units Scale Factor Converg.
 DO6810;SPC MN C     -   358,312.848   771,815.291   MT  1.00007127   -0 16 10.9
 DO6810;SPC MN C     - 1,175,564.74  2,532,197.33   sFT  1.00007127   -0 16 10.9
 DO6810;UTM  15      - 5,242,371.902   377,372.613   MT  0.99978480   -1 11 35.6
 DO6810
 DO6810!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DO6810!SPC MN C     -   0.99994071  x   1.00007127  =   1.00001197
 DO6810!UTM  15      -   0.99994071  x   0.99978480  =   0.99972552
 DO6810
 DO6810:                Primary Azimuth Mark                     Grid Az
 DO6810:SPC MN C     -  1120 R                                   179 17 10.1
 DO6810:UTM  15      -  1120 R                                   180 12 34.8
 DO6810
 DO6810_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUN7737242371(NAD 83)
 DO6810
 DO6810|---------------------------------------------------------------------|
 DO6810| PID    Reference Object                     Distance      Geod. Az  |
 DO6810|                                                           dddmmss.s |
 DO6810| DO6809 1120 R                              APPROX. 1.7 KM 1790059.2 |
 DO6810|---------------------------------------------------------------------|
 DO6810
 DO6810                          SUPERSEDED SURVEY CONTROL
 DO6810
 DO6810  NAD 83(2011)-  47 19 23.96793(N)    094 37 22.10995(W) AD(2010.00) 0
 DO6810  ELLIP H (04/01/13)  378.313  (m)                       GP(2010.00)    
 DO6810  NAVD 88 (08/26/19)  406.380  (m)         1333.27   (f) SUPERSEDED  2 1
 DO6810  NAVD 88 (09/23/13)  406.372  (m)         1333.24   (f) SUPERSEDED  2 1
 DO6810  NAVD 88             406.37   (m)         1333.2    (f) LEVELING    3  
 DO6810
 DO6810.Superseded values are not recommended for survey control.
 DO6810
 DO6810.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DO6810.See file dsdata.pdf to determine how the superseded data were derived.
 DO6810
 DO6810_MARKER: I = METAL ROD
 DO6810_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DO6810_STAMPING: 1120 S 2012
 DO6810_MARK LOGO: MNDT
 DO6810_PROJECTION: RECESSED 5 CENTIMETERS
 DO6810_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DO6810_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DO6810_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DO6810+SATELLITE: SATELLITE OBSERVATIONS - June 06, 2023
 DO6810_ROD/PIPE-DEPTH: 11.6 meters
 DO6810
 DO6810  HISTORY     - Date     Condition        Report By
 DO6810  HISTORY     - 20120815 MONUMENTED       MNDT
 DO6810  HISTORY     - 20120820 GOOD             MNDT
 DO6810  HISTORY     - 20210706 GOOD             MNDT
 DO6810  HISTORY     - 20230606 GOOD             MNDT
 DO6810
 DO6810                          STATION DESCRIPTION
 DO6810
 DO6810'DESCRIBED BY MN DEPT OF TRANSP 2012 (SXH)
 DO6810'3.7 MILES SOUTH OF CASS LAKE, 4.15 MILES SOUTH ALONG TRUNK HIGHWAY 371
 DO6810'FROM JUNCTION OF TRUNK HIGHWAY 371 AND TRUNK HIGHWAY 2 IN CASS LAKE,
 DO6810'AT TRUNK HIGHWAY 371 MILEPOINT 108.2, 79.0 FEET WEST OF TRUNK HIGHWAY
 DO6810'371, 21.2 FEET NORTH OF COUNTY ROAD 143/144TH STREET NORTHWEST, 16.5
 DO6810'FEET EAST OF BIKE PATH, 1.5 FEET SOUTH OF WITNESS POST.
 DO6810
 DO6810                          STATION RECOVERY (2021)
 DO6810
 DO6810'RECOVERY NOTE BY MN DEPT OF TRANSP 2021 (KMS)
 DO6810'3.7 MI (6.0 KM) SOUTH OF CASS LAKE, 4.15 MI (6.68 KM) SOUTH ALONG
 DO6810'TRUNK HIGHWAY 371 FROM THE JUNCTION OF TRUNK HIGHWAY 371 AND TRUNK
 DO6810'HIGHWAY 2 IN CASS LAKE, AT TRUNK HIGHWAY 371 MILE POINT 108.2, 79.0 FT
 DO6810'(24.1 M) WEST OF TRUNK HIGHWAY 371, 21.2 FT (6.5 M) NORTH OF COUNTY
 DO6810'ROAD 143/144TH STREET NORTHWEST, 16.5 FT (5.0 M) EAST OF A BIKE PATH,
 DO6810'7.8 FT (2.4 M) SOUTH OF A WITNESS POST.
 DO6810
 DO6810                          STATION RECOVERY (2023)
 DO6810
 DO6810'RECOVERY NOTE BY MN DEPT OF TRANSP 2023 (TJD)
 DO6810'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DO6811 ***********************************************************************
 DO6811  DESIGNATION -  1120 T
 DO6811  PID         -  DO6811
 DO6811  STATE/COUNTY-  MN/CASS
 DO6811  COUNTRY     -  US
 DO6811  USGS QUAD   -  PIKE BAY (2019)
 DO6811
 DO6811                         *CURRENT SURVEY CONTROL
 DO6811  ______________________________________________________________________
 DO6811* NAD 83(2011) POSITION- 47 21 23.09808(N) 094 37 15.01722(W)   ADJUSTED
 DO6811* NAD 83(2011) ELLIP HT-   377.674 (meters)        (05/22/13)   ADJUSTED
 DO6811* NAD 83(2011) EPOCH   -  2010.00
 DO6811* NAVD 88 ORTHO HEIGHT -   405.791 (meters)     1331.33  (feet) ADJUSTED
 DO6811  ______________________________________________________________________
 DO6811  GEOID HEIGHT    -        -28.110 (meters)                     GEOID18
 DO6811  NAD 83(2011) X  -   -348,740.836 (meters)                     COMP
 DO6811  NAD 83(2011) Y  - -4,314,809.901 (meters)                     COMP
 DO6811  NAD 83(2011) Z  -  4,668,976.010 (meters)                     COMP
 DO6811  LAPLACE CORR    -         -1.73  (seconds)                    DEFLEC18
 DO6811  DYNAMIC HEIGHT  -        405.833 (meters)     1331.47  (feet) COMP
 DO6811  MODELED GRAVITY -    980,704.0   (mgal)                       NAVD 88
 DO6811
 DO6811  VERT ORDER      -  SECOND    CLASS I
 DO6811
 DO6811  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DO6811  Standards:
 DO6811         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DO6811            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DO6811  -------------------------------------------------------------------
 DO6811  NETWORK    0.87   0.94           0.40   0.30   0.48     -0.04344496
 DO6811  -------------------------------------------------------------------
 DO6811  Click here for local accuracies and other accuracy information.
 DO6811
 DO6811.The horizontal coordinates were established by GPS observations
 DO6811.and adjusted by the National Geodetic Survey in May 2013.
 DO6811
 DO6811.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DO6811.been affixed to the stable North American tectonic plate. See 
 DO6811.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DO6811
 DO6811.The horizontal coordinates are valid at the epoch date displayed above
 DO6811.which is a decimal equivalence of Year/Month/Day.
 DO6811
 DO6811.The orthometric height was determined by differential leveling and
 DO6811.adjusted by the NATIONAL GEODETIC SURVEY
 DO6811.in February 2020.
 DO6811
 DO6811.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO6811.GEOID18 height accuracy estimate available here.
 DO6811
 DO6811.Click photographs - Photos may exist for this station.
 DO6811
 DO6811.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DO6811
 DO6811.The Laplace correction was computed from DEFLEC18 derived deflections.
 DO6811
 DO6811.The ellipsoidal height was determined by GPS observations
 DO6811.and is referenced to NAD 83.
 DO6811
 DO6811.The dynamic height is computed by dividing the NAVD 88
 DO6811.geopotential number by the normal gravity value computed on the
 DO6811.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO6811.degrees latitude (g = 980.6199 gals.).
 DO6811
 DO6811.The modeled gravity was interpolated from observed gravity values.
 DO6811
 DO6811. The following values were computed from the NAD 83(2011) position.
 DO6811
 DO6811;                    North         East     Units Scale Factor Converg.
 DO6811;SPC MN C     -   361,991.443   771,981.464   MT  1.00008146   -0 16 05.7
 DO6811;SPC MN C     - 1,187,633.59  2,532,742.52   sFT  1.00008146   -0 16 05.7
 DO6811;UTM  15      - 5,246,046.266   377,598.010   MT  0.99978412   -1 11 32.7
 DO6811
 DO6811!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DO6811!SPC MN C     -   0.99994081  x   1.00008146  =   1.00002226
 DO6811!UTM  15      -   0.99994081  x   0.99978412  =   0.99972494
 DO6811
 DO6811:                Primary Azimuth Mark                     Grid Az
 DO6811:SPC MN C     -  1120 U                                   019 12 28.0
 DO6811:UTM  15      -  1120 U                                   020 07 55.0
 DO6811
 DO6811_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUN7759846046(NAD 83)
 DO6811
 DO6811|---------------------------------------------------------------------|
 DO6811| PID    Reference Object                     Distance      Geod. Az  |
 DO6811|                                                           dddmmss.s |
 DO6811| DO6812 1120 U                              APPROX. 1.6 KM 0185622.3 |
 DO6811|---------------------------------------------------------------------|
 DO6811
 DO6811                          SUPERSEDED SURVEY CONTROL
 DO6811
 DO6811  NAD 83(2011)-  47 21 23.09813(N)    094 37 15.01731(W) AD(2010.00) 0
 DO6811  ELLIP H (04/01/13)  377.674  (m)                       GP(2010.00)    
 DO6811  NAVD 88 (08/26/19)  405.787  (m)         1331.32   (f) SUPERSEDED  2 1
 DO6811  NAVD 88 (09/23/13)  405.781  (m)         1331.30   (f) SUPERSEDED  2 1
 DO6811  NAVD 88             405.78   (m)         1331.3    (f) LEVELING    3  
 DO6811
 DO6811.Superseded values are not recommended for survey control.
 DO6811
 DO6811.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DO6811.See file dsdata.pdf to determine how the superseded data were derived.
 DO6811
 DO6811_MARKER: I = METAL ROD
 DO6811_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DO6811_STAMPING: 1120 T 2012
 DO6811_MARK LOGO: MNDT
 DO6811_PROJECTION: RECESSED 5 CENTIMETERS
 DO6811_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DO6811_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DO6811_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DO6811+SATELLITE: SATELLITE OBSERVATIONS - June 06, 2023
 DO6811_ROD/PIPE-DEPTH: 15.2 meters
 DO6811
 DO6811  HISTORY     - Date     Condition        Report By
 DO6811  HISTORY     - 20120816 MONUMENTED       MNDT
 DO6811  HISTORY     - 20120820 GOOD             MNDT
 DO6811  HISTORY     - 20210706 GOOD             MNDT
 DO6811  HISTORY     - 20230606 GOOD             MNDT
 DO6811
 DO6811                          STATION DESCRIPTION
 DO6811
 DO6811'DESCRIBED BY MN DEPT OF TRANSP 2012 (SXH)
 DO6811'1.0 MILE SOUTH OF CASS LAKE, 1.9 MILES SOUTH ALONG TRUNK HIGHWAY 371
 DO6811'FROM JUNCTION OF TRUNK HIGHWAY 371 AND TRUNK HIGHWAY 2 IN CASS LAKE,
 DO6811'AT TRUNK HIGHWAY 371 MILEPOINT 110.55, 43.4 FEET EAST OF TRUNK HIGHWAY
 DO6811'371, 45.7 FEET WEST OF BIKE PATH, 14.9 FEET SOUTH OF ENTRANCE, 1.5
 DO6811'FEET NORTH OF WITNESS POST.
 DO6811
 DO6811                          STATION RECOVERY (2021)
 DO6811
 DO6811'RECOVERY NOTE BY MN DEPT OF TRANSP 2021 (KMS)
 DO6811'RECOVERED IN GOOD CONDITION.
 DO6811
 DO6811                          STATION RECOVERY (2023)
 DO6811
 DO6811'RECOVERY NOTE BY MN DEPT OF TRANSP 2023 (TJD)
 DO6811'1.0 MI (1.6 KM) SOUTH OF CASS LAKE, 1.9 MI (3.1 KM) SOUTH ALONG TRUNK
 DO6811'HIGHWAY 371 FROM THE JUNCTION OF TRUNK HIGHWAY 371 AND TRUNK HIGHWAY 2
 DO6811'IN CASS LAKE, AT TRUNK HIGHWAY 371 MILE POINT 110.55, 43.4 FT (13.2 M)
 DO6811'EAST OF TRUNK HIGHWAY 371, 45.7 FT (13.9 M) WEST OF A BIKE PATH, 14.9
 DO6811'FT (4.5 M) SOUTH OF AN ENTRANCE, 1.5 FT (0.5 M) NORTH OF A WITNESS
 DO6811'POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DO6812 ***********************************************************************
 DO6812  DESIGNATION -  1120 U
 DO6812  PID         -  DO6812
 DO6812  STATE/COUNTY-  MN/CASS
 DO6812  COUNTRY     -  US
 DO6812  USGS QUAD   -  PIKE BAY (2019)
 DO6812
 DO6812                         *CURRENT SURVEY CONTROL
 DO6812  ______________________________________________________________________
 DO6812* NAD 83(2011) POSITION- 47 22 13.15535(N) 094 36 49.73239(W)   ADJUSTED
 DO6812* NAD 83(2011) ELLIP HT-   371.869 (meters)        (05/22/13)   ADJUSTED
 DO6812* NAD 83(2011) EPOCH   -  2010.00
 DO6812* NAVD 88 ORTHO HEIGHT -   400.011 (meters)     1312.37  (feet) ADJUSTED
 DO6812  ______________________________________________________________________
 DO6812  GEOID HEIGHT    -        -28.132 (meters)                     GEOID18
 DO6812  NAD 83(2011) X  -   -348,120.103 (meters)                     COMP
 DO6812  NAD 83(2011) Y  - -4,313,715.050 (meters)                     COMP
 DO6812  NAD 83(2011) Z  -  4,670,018.916 (meters)                     COMP
 DO6812  LAPLACE CORR    -         -1.44  (seconds)                    DEFLEC18
 DO6812  DYNAMIC HEIGHT  -        400.052 (meters)     1312.50  (feet) COMP
 DO6812  MODELED GRAVITY -    980,705.2   (mgal)                       NAVD 88
 DO6812
 DO6812  VERT ORDER      -  SECOND    CLASS I
 DO6812
 DO6812  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DO6812  Standards:
 DO6812         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DO6812            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DO6812  -------------------------------------------------------------------
 DO6812  NETWORK    0.79   0.76           0.36   0.27   0.39      0.09459580
 DO6812  -------------------------------------------------------------------
 DO6812  Click here for local accuracies and other accuracy information.
 DO6812
 DO6812.The horizontal coordinates were established by GPS observations
 DO6812.and adjusted by the National Geodetic Survey in May 2013.
 DO6812
 DO6812.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DO6812.been affixed to the stable North American tectonic plate. See 
 DO6812.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DO6812
 DO6812.The horizontal coordinates are valid at the epoch date displayed above
 DO6812.which is a decimal equivalence of Year/Month/Day.
 DO6812
 DO6812.The orthometric height was determined by differential leveling and
 DO6812.adjusted by the NATIONAL GEODETIC SURVEY
 DO6812.in February 2020.
 DO6812
 DO6812.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO6812.GEOID18 height accuracy estimate available here.
 DO6812
 DO6812.Click photographs - Photos may exist for this station.
 DO6812
 DO6812.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DO6812
 DO6812.The Laplace correction was computed from DEFLEC18 derived deflections.
 DO6812
 DO6812.The ellipsoidal height was determined by GPS observations
 DO6812.and is referenced to NAD 83.
 DO6812
 DO6812.The dynamic height is computed by dividing the NAVD 88
 DO6812.geopotential number by the normal gravity value computed on the
 DO6812.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO6812.degrees latitude (g = 980.6199 gals.).
 DO6812
 DO6812.The modeled gravity was interpolated from observed gravity values.
 DO6812
 DO6812. The following values were computed from the NAD 83(2011) position.
 DO6812
 DO6812;                    North         East     Units Scale Factor Converg.
 DO6812;SPC MN C     -   363,535.001   772,519.225   MT  1.00008585   -0 15 47.4
 DO6812;SPC MN C     - 1,192,697.75  2,534,506.82   sFT  1.00008585   -0 15 47.4
 DO6812;UTM  15      - 5,247,580.489   378,160.429   MT  0.99978244   -1 11 15.0
 DO6812
 DO6812!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DO6812!SPC MN C     -   0.99994172  x   1.00008585  =   1.00002756
 DO6812!UTM  15      -   0.99994172  x   0.99978244  =   0.99972417
 DO6812
 DO6812:                Primary Azimuth Mark                     Grid Az
 DO6812:SPC MN C     -  1120 T                                   199 12 28.3
 DO6812:UTM  15      -  1120 T                                   200 07 55.9
 DO6812
 DO6812_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUN7816047580(NAD 83)
 DO6812
 DO6812|---------------------------------------------------------------------|
 DO6812| PID    Reference Object                     Distance      Geod. Az  |
 DO6812|                                                           dddmmss.s |
 DO6812| DO6811 1120 T                              APPROX. 1.6 KM 1985640.9 |
 DO6812|---------------------------------------------------------------------|
 DO6812
 DO6812                          SUPERSEDED SURVEY CONTROL
 DO6812
 DO6812  NAD 83(2011)-  47 22 13.15541(N)    094 36 49.73248(W) AD(2010.00) 0
 DO6812  ELLIP H (04/01/13)  371.869  (m)                       GP(2010.00)    
 DO6812  NAVD 88 (08/26/19)  400.006  (m)         1312.35   (f) SUPERSEDED  2 1
 DO6812  NAVD 88 (09/23/13)  400.000  (m)         1312.33   (f) SUPERSEDED  2 1
 DO6812  NAVD 88             400.00   (m)         1312.3    (f) LEVELING    3  
 DO6812
 DO6812.Superseded values are not recommended for survey control.
 DO6812
 DO6812.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DO6812.See file dsdata.pdf to determine how the superseded data were derived.
 DO6812
 DO6812_MARKER: I = METAL ROD
 DO6812_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DO6812_STAMPING: 1120 U 2012
 DO6812_MARK LOGO: MNDT
 DO6812_PROJECTION: RECESSED 5 CENTIMETERS
 DO6812_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DO6812_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DO6812_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DO6812+SATELLITE: SATELLITE OBSERVATIONS - June 06, 2023
 DO6812_ROD/PIPE-DEPTH: 14.9 meters
 DO6812
 DO6812  HISTORY     - Date     Condition        Report By
 DO6812  HISTORY     - 20120815 MONUMENTED       MNDT
 DO6812  HISTORY     - 20120820 GOOD             MNDT
 DO6812  HISTORY     - 20230606 GOOD             MNDT
 DO6812
 DO6812                          STATION DESCRIPTION
 DO6812
 DO6812'DESCRIBED BY MN DEPT OF TRANSP 2012 (SXK)
 DO6812'0.4 MILE SOUTH OF CASS LAKE, 0.85 MILE SOUTH ALONG TRUNK HIGHWAY 371
 DO6812'FROM JUNCTION OF TRUNK HIGHWAY 371 AND TRUNK HIGHWAY 2 IN CASS LAKE,
 DO6812'AT TRUNK HIGHWAY 371 MILEPOINT 111.55, 35.6 FEET EAST OF TRUNK HIGHWAY
 DO6812'371, 29.0 FEET WEST OF BIKE PATH, 1.5 FEET NORTH OF WITNESS POST.
 DO6812
 DO6812                          STATION RECOVERY (2023)
 DO6812
 DO6812'RECOVERY NOTE BY MN DEPT OF TRANSP 2023 (TJD)
 DO6812'0.4 MI (0.6 KM) SOUTH OF CASS LAKE, 0.85 MI (1.37 KM) SOUTH ALONG
 DO6812'TRUNK HIGHWAY 371 FROM THE JUNCTION OF TRUNK HIGHWAY 371 AND TRUNK
 DO6812'HIGHWAY 2 IN CASS LAKE, AT TRUNK HIGHWAY 371 MILE POINT 111.55, 35.6
 DO6812'FT (10.9 M) EAST OF TRUNK HIGHWAY 371, 29.0 FT (8.8 M) WEST OF A BIKE
 DO6812'PATH, 1.5 FT (0.5 M) NORTH OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DG5429 ***********************************************************************
 DG5429  DESIGNATION -  113 DRL
 DG5429  PID         -  DG5429
 DG5429  STATE/COUNTY-  MN/TODD
 DG5429  COUNTRY     -  US
 DG5429  USGS QUAD   -  BROWERVILLE (2019)
 DG5429
 DG5429                         *CURRENT SURVEY CONTROL
 DG5429  ______________________________________________________________________
 DG5429* NAD 83(2011) POSITION- 46 06 00.52221(N) 094 45 45.56489(W)   ADJUSTED
 DG5429* NAD 83(2011) ELLIP HT-   372.893 (meters)        (06/27/12)   ADJUSTED
 DG5429* NAD 83(2011) EPOCH   -  2010.00
 DG5429* NAVD 88 ORTHO HEIGHT -   399.7   (meters)     1311.    (feet) GPS OBS
 DG5429  ______________________________________________________________________
 DG5429  NAVD 88 orthometric height was determined with geoid model    GEOID99
 DG5429  GEOID HEIGHT    -        -26.733 (meters)                     GEOID99
 DG5429  GEOID HEIGHT    -        -26.797 (meters)                     GEOID18
 DG5429  NAD 83(2011) X  -   -367,862.483 (meters)                     COMP
 DG5429  NAD 83(2011) Y  - -4,415,266.773 (meters)                     COMP
 DG5429  NAD 83(2011) Z  -  4,573,241.716 (meters)                     COMP
 DG5429  LAPLACE CORR    -         -0.72  (seconds)                    DEFLEC18
 DG5429
 DG5429  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DG5429  Standards:
 DG5429         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DG5429            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DG5429  -------------------------------------------------------------------
 DG5429  NETWORK    0.85   1.20           0.37   0.32   0.61     -0.10080828
 DG5429  -------------------------------------------------------------------
 DG5429  Click here for local accuracies and other accuracy information.
 DG5429
 DG5429.The horizontal coordinates were established by GPS observations
 DG5429.and adjusted by the National Geodetic Survey in June 2012.
 DG5429
 DG5429.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DG5429.been affixed to the stable North American tectonic plate. See 
 DG5429.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DG5429
 DG5429.The horizontal coordinates are valid at the epoch date displayed above
 DG5429.which is a decimal equivalence of Year/Month/Day.
 DG5429
 DG5429.The orthometric height was determined by GPS observations and a
 DG5429.high-resolution geoid model.
 DG5429
 DG5429.Significant digits in the geoid height do not necessarily reflect accuracy.
 DG5429.GEOID18 height accuracy estimate available here.
 DG5429
 DG5429.Click photographs - Photos may exist for this station.
 DG5429
 DG5429.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DG5429
 DG5429.The Laplace correction was computed from DEFLEC18 derived deflections.
 DG5429
 DG5429.The ellipsoidal height was determined by GPS observations
 DG5429.and is referenced to NAD 83.
 DG5429
 DG5429. The following values were computed from the NAD 83(2011) position.
 DG5429
 DG5429;                    North         East     Units Scale Factor Converg.
 DG5429;SPC MN C     -   222,404.871   760,362.646   MT  0.99993038   -0 22 15.1
 DG5429;SPC MN C     -   729,673.31  2,494,623.11   sFT  0.99993038   -0 22 15.1
 DG5429;UTM  15      - 5,106,684.651   363,760.636   MT  0.99982818   -1 16 13.0
 DG5429
 DG5429!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG5429!SPC MN C     -   0.99994155  x   0.99993038  =   0.99987193
 DG5429!UTM  15      -   0.99994155  x   0.99982818  =   0.99976974
 DG5429
 DG5429_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUM6376006684(NAD 83)
 DG5429
 DG5429                          SUPERSEDED SURVEY CONTROL
 DG5429
 DG5429  NAD 83(2007)-  46 06 00.52217(N)    094 45 45.56578(W) AD(2002.00) 0
 DG5429  ELLIP H (02/10/07)  372.935  (m)                       GP(2002.00)    
 DG5429  NAD 83(1996)-  46 06 00.52193(N)    094 45 45.56541(W) AD(       ) 1
 DG5429  ELLIP H (05/07/04)  372.972  (m)                       GP(       ) 4 1
 DG5429
 DG5429.Superseded values are not recommended for survey control.
 DG5429
 DG5429.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG5429.See file dsdata.pdf to determine how the superseded data were derived.
 DG5429
 DG5429_MARKER: DD = SURVEY DISK
 DG5429_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 DG5429_STAMPING: 113 DRL 1965
 DG5429_MARK LOGO: USGS
 DG5429_PROJECTION: PROJECTING 5 CENTIMETERS
 DG5429_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DG5429_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DG5429_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG5429+SATELLITE: SATELLITE OBSERVATIONS - June 29, 2021
 DG5429
 DG5429  HISTORY     - Date     Condition        Report By
 DG5429  HISTORY     - 1965     MONUMENTED       USGS
 DG5429  HISTORY     - 2003     GOOD             MNDT
 DG5429  HISTORY     - 20210629 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
 DG5429
 DG5429                          STATION RECOVERY (2021)
 DG5429
 DG5429'RECOVERY NOTE BY MN DEPT OF TRANSP 2021 (TJD)
 DG5429'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 QP0692 ***********************************************************************
 QP0692  DESIGNATION -  1142.7
 QP0692  PID         -  QP0692
 QP0692  STATE/COUNTY-  MN/KANDIYOHI
 QP0692  COUNTRY     -  US
 QP0692  USGS QUAD   -  WILLMAR (2019)
 QP0692
 QP0692                         *CURRENT SURVEY CONTROL
 QP0692  ______________________________________________________________________
 QP0692* NAD 83(1986) POSITION- 45 07 19.     (N) 095 02 36.     (W)   SCALED
 QP0692* NAVD 88 ORTHO HEIGHT -   348.298 (meters)     1142.71  (feet) ADJUSTED
 QP0692  ______________________________________________________________________
 QP0692  GEOID HEIGHT    -        -26.771 (meters)                     GEOID18
 QP0692  DYNAMIC HEIGHT  -        348.274 (meters)     1142.63  (feet) COMP
 QP0692  MODELED GRAVITY -    980,535.8   (mgal)                       NAVD 88
 QP0692
 QP0692  VERT ORDER      -  FIRST     CLASS II
 QP0692
 QP0692.The horizontal coordinates were scaled from a map and have
 QP0692.an estimated accuracy of +/- 6 seconds.
 QP0692
 QP0692.The orthometric height was determined by differential leveling and
 QP0692.adjusted by the NATIONAL GEODETIC SURVEY
 QP0692.in June 1991.
 QP0692
 QP0692.Significant digits in the geoid height do not necessarily reflect accuracy.
 QP0692.GEOID18 height accuracy estimate available here.
 QP0692
 QP0692.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUK392985(NAD 83)
 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
 QP0692.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QP0692.See file dsdata.pdf to determine how the superseded data were derived.
 QP0692
 QP0692_MARKER: Q = CHISELED SQUARE
 QP0692_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 QP0692_SP_SET: BRIDGE
 QP0692_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QP0692
 QP0692  HISTORY     - Date     Condition        Report By
 QP0692  HISTORY     - UNK      MONUMENTED       MNDT
 QP0692  HISTORY     - 1934     GOOD             MNDT
 QP0692
 QP0692                          STATION DESCRIPTION
 QP0692
 QP0692'DESCRIBED BY MN DEPT OF TRANSP 1934
 QP0692'IN WILLMAR.
 QP0692'IN THE EAST PART OF WILLMAR, KANDIYOHI COUNTY, NEAR THE INTERSECTION
 QP0692'OF LITCHFIELD AVENUE AND FIRST STREET, ON THE EAST SIDE OF A BRIDGE,
 QP0692'16.7 FEET EAST OF THE CENTERLINE OF THE BRIDGE ROADWAY, 1.7 FEET SOUTH
 QP0692'OF THE EXTREME SOUTH END OF THE BRIDGE CURB, ON THE RADIAL POINT OF
 QP0692'THE CURB, AND 0.9 FEET SOUTH OF THE SOUTHEAST RAIL POST.  AN X IN A
 QP0692'2-INCH CHISELED SQUARE.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 TD0056 ***********************************************************************
 TD0056  DESIGNATION -  1143
 TD0056  PID         -  TD0056
 TD0056  STATE/COUNTY-  MN/MARSHALL
 TD0056  COUNTRY     -  US
 TD0056  USGS QUAD   -  MIDDLE RIVER (2019)
 TD0056
 TD0056                         *CURRENT SURVEY CONTROL
 TD0056  ______________________________________________________________________
 TD0056* NAD 83(2011) POSITION- 48 22 37.14389(N) 096 10 16.28985(W)   ADJUSTED
 TD0056* NAD 83(2011) ELLIP HT-   321.162 (meters)        (06/27/12)   ADJUSTED
 TD0056* NAD 83(2011) EPOCH   -  2010.00
 TD0056* NAVD 88 ORTHO HEIGHT -   348.266 (meters)     1142.60  (feet) ADJUSTED
 TD0056  ______________________________________________________________________
 TD0056  GEOID HEIGHT    -        -27.140 (meters)                     GEOID18
 TD0056  NAD 83(2011) X  -   -456,301.722 (meters)                     COMP
 TD0056  NAD 83(2011) Y  - -4,220,090.266 (meters)                     COMP
 TD0056  NAD 83(2011) Z  -  4,745,062.608 (meters)                     COMP
 TD0056  LAPLACE CORR    -          0.54  (seconds)                    DEFLEC18
 TD0056  DYNAMIC HEIGHT  -        348.349 (meters)     1142.88  (feet) COMP
 TD0056  MODELED GRAVITY -    980,839.7   (mgal)                       NAVD 88
 TD0056
 TD0056  VERT ORDER      -  SECOND    CLASS I
 TD0056
 TD0056  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 TD0056  Standards:
 TD0056         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 TD0056            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 TD0056  -------------------------------------------------------------------
 TD0056  NETWORK    0.55   0.49           0.24   0.21   0.25      0.14303551
 TD0056  -------------------------------------------------------------------
 TD0056  Click here for local accuracies and other accuracy information.
 TD0056
 TD0056.The horizontal coordinates were established by GPS observations
 TD0056.and adjusted by the National Geodetic Survey in June 2012.
 TD0056
 TD0056.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 TD0056.been affixed to the stable North American tectonic plate. See 
 TD0056.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 TD0056
 TD0056.The horizontal coordinates are valid at the epoch date displayed above
 TD0056.which is a decimal equivalence of Year/Month/Day.
 TD0056
 TD0056.The orthometric height was determined by differential leveling and
 TD0056.adjusted by the NATIONAL GEODETIC SURVEY
 TD0056.in August 2019.
 TD0056
 TD0056.Significant digits in the geoid height do not necessarily reflect accuracy.
 TD0056.GEOID18 height accuracy estimate available here.
 TD0056
 TD0056.Click photographs - Photos may exist for this station.
 TD0056
 TD0056.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 TD0056
 TD0056.The Laplace correction was computed from DEFLEC18 derived deflections.
 TD0056
 TD0056.The ellipsoidal height was determined by GPS observations
 TD0056.and is referenced to NAD 83.
 TD0056
 TD0056.The dynamic height is computed by dividing the NAVD 88
 TD0056.geopotential number by the normal gravity value computed on the
 TD0056.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TD0056.degrees latitude (g = 980.6199 gals.).
 TD0056
 TD0056.The modeled gravity was interpolated from observed gravity values.
 TD0056
 TD0056. The following values were computed from the NAD 83(2011) position.
 TD0056
 TD0056;                    North         East     Units Scale Factor Converg.
 TD0056;SPC MN N     -   313,194.765   572,557.758   MT  0.99994751   -2 16 35.1
 TD0056;SPC MN N     - 1,027,539.82  1,878,466.58   sFT  0.99994751   -2 16 35.1
 TD0056;UTM  14      - 5,362,068.710   709,464.517   MT  1.00013911   +2 06 55.4
 TD0056
 TD0056!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TD0056!SPC MN N     -   0.99994967  x   0.99994751  =   0.99989718
 TD0056!UTM  14      -   0.99994967  x   1.00013911  =   1.00008877
 TD0056
 TD0056_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UQU0946462068(NAD 83)
 TD0056
 TD0056                          SUPERSEDED SURVEY CONTROL
 TD0056
 TD0056  NAD 83(2007)-  48 22 37.14387(N)    096 10 16.29070(W) AD(2002.00) 1
 TD0056  ELLIP H (07/11/08)  321.196  (m)                       GP(2002.00) 1 1
 TD0056  NAVD 88             348.29   (m)         1142.7    (f) LEVELING    3  
 TD0056  NAVD 88 (06/15/91)  348.361  (m)         1142.91   (f) SUPERSEDED  1 2
 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
 TD0056.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TD0056.See file dsdata.pdf to determine how the superseded data were derived.
 TD0056
 TD0056_MARKER: P = PIPE CAP
 TD0056_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 TD0056_STAMPING: 1143
 TD0056_MARK LOGO: USGS
 TD0056_PROJECTION: PROJECTING 20 CENTIMETERS
 TD0056_MAGNETIC: P = MARKER IS A STEEL PIPE
 TD0056_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TD0056_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 TD0056+SATELLITE: SATELLITE OBSERVATIONS - July 09, 2012
 TD0056
 TD0056  HISTORY     - Date     Condition        Report By
 TD0056  HISTORY     - 19120401 MONUMENTED       USGS
 TD0056  HISTORY     - 1940     GOOD             CGS
 TD0056  HISTORY     - 20070628 GOOD             MNDT
 TD0056  HISTORY     - 20120709 GOOD             MNDT
 TD0056
 TD0056                          STATION DESCRIPTION
 TD0056
 TD0056'DESCRIBED BY COAST AND GEODETIC SURVEY 1940
 TD0056'4.0 MI S FROM MIDDLE RIVER.
 TD0056'2 POLES SOUTH OF MILE POST 38 ALONG RAILROAD, 44.4 FEET WEST OF WEST
 TD0056'RAIL, 2.8 FEET EAST OF R.O.W. FENCE, 2.3 FEET SOUTH OF WHITE MARKER
 TD0056'POST.
 TD0056
 TD0056                          STATION RECOVERY (2007)
 TD0056
 TD0056'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (WAS)
 TD0056'4 MILES SOUTH ALONG RAILROAD FROM MIDDLE RIVER, 2 POLES SOUTH OF
 TD0056'RAILROAD MILEPOST 38, 44.4 FEET WEST OF WEST RAIL OF RAILROAD, 1.0 FT
 TD0056'EAST OF WITNESS POST.
 TD0056
 TD0056                          STATION RECOVERY (2012)
 TD0056
 TD0056'RECOVERY NOTE BY MN DEPT OF TRANSP 2012 (KMS)
 TD0056'THE STATION IS LOCATED ABOUT 7.4 MI (11.9 KM) EAST-NORTHEAST OF
 TD0056'NEWFOLDEN, 6.0 MI (9.7 KM) NORTH OF HOLT AND 4.0 MI (6.4 KM) SOUTH OF
 TD0056'MIDDLE RIVER.
 TD0056'
 TD0056'TO REACH THE MARK GO 4.0 MI (6.4 KM) SOUTH-SOUTHWEST OF MIDDLE RIVER,
 TD0056'4.0 MI (6.4 KM) SOUTH ALONG TRUNK HIGHWAY 32 SOUTH FROM THE JUNCTION
 TD0056'OF TRUNK HIGHWAY 32 SOUTH AND STEPHENS AVENUE, AT TRUNK HIGHWAY 32
 TD0056'MILE POINT 122.4, 2 POLES SOUTH OF RAILROAD MILEPOST 38.
 TD0056'
 TD0056'THE MARK IS 132.0 FT (40.2 M) WEST OF TRUNK HIGHWAY 32, 44.4 FT (13.5
 TD0056'M) WEST OF WEST RAIL OF RAILROAD, 1.0 FT (0.3 M) EAST OF A WITNESS
 TD0056'POST.  CAN NOT DRIVE TO MARK, ABOUT A 200.0 FT (61.0 M) PACKING FOR
 TD0056'GPS FROM TRUNK HIGHWAY 32.  ROD DEPTH UNKNOWN.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 TD0068 ***********************************************************************
 TD0068  DESIGNATION -  1152
 TD0068  PID         -  TD0068
 TD0068  STATE/COUNTY-  MN/MARSHALL
 TD0068  COUNTRY     -  US
 TD0068  USGS QUAD   -  THIEF RIVER FALLS NW (2019)
 TD0068
 TD0068                         *CURRENT SURVEY CONTROL
 TD0068  ______________________________________________________________________
 TD0068* NAD 83(1986) POSITION- 48 14 59.     (N) 096 11 40.     (W)   SCALED
 TD0068* NAVD 88 ORTHO HEIGHT -   351.303 (meters)     1152.57  (feet) ADJUSTED
 TD0068  ______________________________________________________________________
 TD0068  GEOID HEIGHT    -        -27.205 (meters)                     GEOID18
 TD0068  DYNAMIC HEIGHT  -        351.376 (meters)     1152.81  (feet) COMP
 TD0068  MODELED GRAVITY -    980,809.1   (mgal)                       NAVD 88
 TD0068
 TD0068  VERT ORDER      -  FIRST     CLASS II
 TD0068
 TD0068.The horizontal coordinates were scaled from a map and have
 TD0068.an estimated accuracy of +/- 6 seconds.
 TD0068
 TD0068.The orthometric height was determined by differential leveling and
 TD0068.adjusted by the NATIONAL GEODETIC SURVEY
 TD0068.in June 1991.
 TD0068
 TD0068.Significant digits in the geoid height do not necessarily reflect accuracy.
 TD0068.GEOID18 height accuracy estimate available here.
 TD0068
 TD0068.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UQU082478(NAD 83)
 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
 TD0068.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TD0068.See file dsdata.pdf to determine how the superseded data were derived.
 TD0068
 TD0068_MARKER: P = PIPE CAP
 TD0068_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 TD0068_STAMPING: 1152
 TD0068_MARK LOGO: USGS
 TD0068_MAGNETIC: P = MARKER IS A STEEL PIPE
 TD0068_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TD0068_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 TD0068+SATELLITE: SATELLITE OBSERVATIONS - June 18, 2003
 TD0068
 TD0068  HISTORY     - Date     Condition        Report By
 TD0068  HISTORY     - 1912     MONUMENTED       USGS
 TD0068  HISTORY     - 1940     GOOD             CGS
 TD0068  HISTORY     - 20030618 MARK NOT FOUND   MNDT
 TD0068
 TD0068                          STATION DESCRIPTION
 TD0068
 TD0068'DESCRIBED BY COAST AND GEODETIC SURVEY 1940
 TD0068'3.0 MI S FROM HOLT.
 TD0068'3.0 MILES SOUTH.  2 POLES SOUTH OF MILE POST 28 ALONG RAILROAD, 24.5
 TD0068'FEET WEST OF WEST RAIL, 6.4 FEET NORTH OF TELEPHONE POLE, 1. FEET
 TD0068'NORTH OF WHITE MARKER POST.
 TD0068
 TD0068                          STATION RECOVERY (2003)
 TD0068
 TD0068'RECOVERY NOTE BY MN DEPT OF TRANSP 2003 (DKH)
 TD0068'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 TD0065 ***********************************************************************
 TD0065  DESIGNATION -  1157
 TD0065  PID         -  TD0065
 TD0065  STATE/COUNTY-  MN/MARSHALL
 TD0065  COUNTRY     -  US
 TD0065  USGS QUAD   -  HOLT (2019)
 TD0065
 TD0065                         *CURRENT SURVEY CONTROL
 TD0065  ______________________________________________________________________
 TD0065* NAD 83(1986) POSITION- 48 17 34.     (N) 096 11 37.     (W)   SCALED
 TD0065* NAVD 88 ORTHO HEIGHT -   352.335 (meters)     1155.95  (feet) ADJUSTED
 TD0065  ______________________________________________________________________
 TD0065  GEOID HEIGHT    -        -27.173 (meters)                     GEOID18
 TD0065  DYNAMIC HEIGHT  -        352.413 (meters)     1156.21  (feet) COMP
 TD0065  MODELED GRAVITY -    980,820.4   (mgal)                       NAVD 88
 TD0065
 TD0065  VERT ORDER      -  FIRST     CLASS II
 TD0065
 TD0065.The horizontal coordinates were scaled from a map and have
 TD0065.an estimated accuracy of +/- 6 seconds.
 TD0065
 TD0065.The orthometric height was determined by differential leveling and
 TD0065.adjusted by the NATIONAL GEODETIC SURVEY
 TD0065.in June 1991.
 TD0065
 TD0065.Significant digits in the geoid height do not necessarily reflect accuracy.
 TD0065.GEOID18 height accuracy estimate available here.
 TD0065
 TD0065.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UQU081526(NAD 83)
 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
 TD0065.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TD0065.See file dsdata.pdf to determine how the superseded data were derived.
 TD0065
 TD0065_MARKER: P = PIPE CAP
 TD0065_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 TD0065_STAMPING: 1157
 TD0065_MARK LOGO: USGS
 TD0065_MAGNETIC: P = MARKER IS A STEEL PIPE
 TD0065_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TD0065_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 TD0065+SATELLITE: SATELLITE OBSERVATIONS - June 18, 2003
 TD0065
 TD0065  HISTORY     - Date     Condition        Report By
 TD0065  HISTORY     - 1912     MONUMENTED       USGS
 TD0065  HISTORY     - 1940     GOOD             CGS
 TD0065  HISTORY     - 20030618 MARK NOT FOUND   MNDT
 TD0065
 TD0065                          STATION DESCRIPTION
 TD0065
 TD0065'DESCRIBED BY COAST AND GEODETIC SURVEY 1940
 TD0065'IN HOLT.
 TD0065'AT THE RAILROAD STATION, 185. FEET NORTH OF THE NORTHEAST CORNER OF
 TD0065'THE STATION, 16.6 FEET WEST OF THE WEST RAIL OF MAIN LINE TRACK, 1.2
 TD0065'FEET EAST OF WHITE MARKER POST.
 TD0065
 TD0065                          STATION RECOVERY (2003)
 TD0065
 TD0065'RECOVERY NOTE BY MN DEPT OF TRANSP 2003 (DKH)
 TD0065'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DL3314 ***********************************************************************
 DL3314  DESIGNATION -  116 DRL
 DL3314  PID         -  DL3314
 DL3314  STATE/COUNTY-  MN/TODD
 DL3314  COUNTRY     -  US
 DL3314  USGS QUAD   -  ALDRICH SOUTH (2019)
 DL3314
 DL3314                         *CURRENT SURVEY CONTROL
 DL3314  ______________________________________________________________________
 DL3314* NAD 83(1986) POSITION- 46 19 31.97   (N) 094 53 01.54   (W)   HD_HELD1
 DL3314* NAVD 88 ORTHO HEIGHT -   399.680 (meters)     1311.28  (feet) ADJUSTED
 DL3314  ______________________________________________________________________
 DL3314  GEOID HEIGHT    -        -26.945 (meters)                     GEOID18
 DL3314  DYNAMIC HEIGHT  -        399.690 (meters)     1311.32  (feet) COMP
 DL3314  MODELED GRAVITY -    980,627.9   (mgal)                       NAVD 88
 DL3314
 DL3314  VERT ORDER      -  SECOND    CLASS I
 DL3314
 DL3314.The horizontal coordinates were determined by differentially corrected
 DL3314.hand held GPS observations or other comparable positioning techniques
 DL3314.and have an estimated accuracy of +/- 3 meters.
 DL3314
 DL3314.The orthometric height was determined by differential leveling and
 DL3314.adjusted by the NATIONAL GEODETIC SURVEY
 DL3314.in August 2009.
 DL3314
 DL3314.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL3314.GEOID18 height accuracy estimate available here.
 DL3314
 DL3314.Click photographs - Photos may exist for this station.
 DL3314
 DL3314.The dynamic height is computed by dividing the NAVD 88
 DL3314.geopotential number by the normal gravity value computed on the
 DL3314.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL3314.degrees latitude (g = 980.6199 gals.).
 DL3314
 DL3314.The modeled gravity was interpolated from observed gravity values.
 DL3314
 DL3314;                    North         East    Units  Estimated Accuracy
 DL3314;SPC MN C     -   247,524.6     751,199.8     MT  (+/- 3 meters HH1 GPS) 
 DL3314
 DL3314_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUM5499531943(NAD 83)
 DL3314
 DL3314                          SUPERSEDED SURVEY CONTROL
 DL3314
 DL3314.No superseded survey control is available for this station.
 DL3314
 DL3314_MARKER: DD = SURVEY DISK
 DL3314_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 DL3314_STAMPING: 116 DRL 1965
 DL3314_MARK LOGO: USGS
 DL3314_PROJECTION: RECESSED 5 CENTIMETERS
 DL3314_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DL3314_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DL3314_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DL3314+SATELLITE: SATELLITE OBSERVATIONS - January 23, 2023
 DL3314
 DL3314  HISTORY     - Date     Condition        Report By
 DL3314  HISTORY     - 1965     MONUMENTED       USGS
 DL3314  HISTORY     - 20021114 GOOD             MNDT
 DL3314  HISTORY     - 20230123 GOOD             MNDT
 DL3314
 DL3314                          STATION DESCRIPTION
 DL3314
 DL3314'DESCRIBED BY MN DEPT OF TRANSP 2002 (DAS)
 DL3314'THE MARK WAS RECOVERED IN GOOD CONDITION.  THE STATION IS LOCATED
 DL3314'ABOUT 8.0 MI (12.9 KM) SOUTHEAST OF VERNDALE, 4.9 MI (7.9 KM)
 DL3314'WEST-SOUTHWEST OF STAPLES AND 4.3 MI (6.9 KM) SOUTHEAST OF ALDRICH.
 DL3314'76 FT (23.2 M) NORTH AND 50 FT (15.2 M) WEST OF THE JUNCTION OF TRUNK
 DL3314'HIGHWAY 210 AND CO ROAD 9, 1.5 FT (0.5 M) SOUTH-SOUTHWEST OF POWER
 DL3314'POLE, 2.0 FT (0.6 M) EAST OF A WITNESS POST.
 DL3314
 DL3314                          STATION RECOVERY (2023)
 DL3314
 DL3314'RECOVERY NOTE BY MN DEPT OF TRANSP 2023 (MAS)
 DL3314'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DQ4813 ***********************************************************************
 DQ4813  DESIGNATION -  1163
 DQ4813  PID         -  DQ4813
 DQ4813  STATE/COUNTY-  MN/STEVENS
 DQ4813  COUNTRY     -  US
 DQ4813  USGS QUAD   -  PAGE LAKE (2019)
 DQ4813
 DQ4813                         *CURRENT SURVEY CONTROL
 DQ4813  ______________________________________________________________________
 DQ4813* NAD 83(1986) POSITION- 45 31 14.03   (N) 095 50 01.90   (W)   HD_HELD1
 DQ4813* NAVD 88 ORTHO HEIGHT -   354.480 (meters)     1162.99  (feet) ADJUSTED
 DQ4813  ______________________________________________________________________
 DQ4813  GEOID HEIGHT    -        -26.269 (meters)                     GEOID18
 DQ4813  DYNAMIC HEIGHT  -        354.465 (meters)     1162.94  (feet) COMP
 DQ4813  MODELED GRAVITY -    980,563.1   (mgal)                       NAVD 88
 DQ4813
 DQ4813  VERT ORDER      -  SECOND    CLASS I
 DQ4813
 DQ4813.The horizontal coordinates were determined by differentially corrected
 DQ4813.hand held GPS observations or other comparable positioning techniques
 DQ4813.and have an estimated accuracy of +/- 3 meters.
 DQ4813
 DQ4813.The orthometric height was determined by differential leveling and
 DQ4813.adjusted by the NATIONAL GEODETIC SURVEY
 DQ4813.in February 2018.
 DQ4813
 DQ4813.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ4813.GEOID18 height accuracy estimate available here.
 DQ4813
 DQ4813.Click photographs - Photos may exist for this station.
 DQ4813
 DQ4813.The dynamic height is computed by dividing the NAVD 88
 DQ4813.geopotential number by the normal gravity value computed on the
 DQ4813.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ4813.degrees latitude (g = 980.6199 gals.).
 DQ4813
 DQ4813.The modeled gravity was interpolated from observed gravity values.
 DQ4813
 DQ4813;                    North         East    Units  Estimated Accuracy
 DQ4813;SPC MN C     -   159,096.9     676,259.1     MT  (+/- 3 meters HH1 GPS) 
 DQ4813
 DQ4813_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTL7868144687(NAD 83)
 DQ4813
 DQ4813                          SUPERSEDED SURVEY CONTROL
 DQ4813
 DQ4813.No superseded survey control is available for this station.
 DQ4813
 DQ4813_MARKER: DB = BENCH MARK DISK
 DQ4813_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 DQ4813_STAMPING: MINN 1163 DATUM
 DQ4813_MARK LOGO: USGS
 DQ4813_PROJECTION: PROJECTING 3 CENTIMETERS
 DQ4813_MAGNETIC: P = MARKER IS A STEEL PIPE
 DQ4813_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DQ4813_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DQ4813+SATELLITE: SATELLITE OBSERVATIONS - October 24, 2023
 DQ4813
 DQ4813  HISTORY     - Date     Condition        Report By
 DQ4813  HISTORY     - 1909     MONUMENTED       USGS
 DQ4813  HISTORY     - 19290401 GOOD             CGS
 DQ4813  HISTORY     - 20160330 GOOD             MNDT
 DQ4813  HISTORY     - 20231024 GOOD             MNDT
 DQ4813
 DQ4813                          STATION DESCRIPTION
 DQ4813
 DQ4813'DESCRIBED BY COAST AND GEODETIC SURVEY 1929
 DQ4813'RECOVERED IN GOOD CONDITION.
 DQ4813
 DQ4813                          STATION RECOVERY (2016)
 DQ4813
 DQ4813'RECOVERY NOTE BY MN DEPT OF TRANSP 2016 (MPP)
 DQ4813'THE MARK IS LOCATED ABOUT 2.5 MI (4.0 KM) NORTHWEST OF HANCOCK.
 DQ4813'
 DQ4813'TO REACH THE MARK GO 2.3 MI (3.7 KM) NORTHWEST ALONG TRUNK HIGHWAY 9
 DQ4813'FROM THE JUNCTION OF TRUNK HIGHWAY 9 AND COUNTY ROAD 1 IN HANCOCK, TO
 DQ4813'TRUNK HIGHWAY 9 MILE POINT 54.4, THEN 0.1 MI (0.2 KM) WEST AND NORTH
 DQ4813'ON 265TH STREET.
 DQ4813'
 DQ4813'THE MARK IS LOCATED 86.0 FT (26.2 M) SOUTHEAST OF 265TH STREET, 47.5
 DQ4813'FT (14.5 M) SOUTHWEST OF OLD TRUNK HIGHWAY 9, 1.0 FT (0.3 M) WEST OF
 DQ4813'THE WITNESS POST.
 DQ4813'
 DQ4813'NOTE-ROD DEPTH UNKNOWN.
 DQ4813
 DQ4813                          STATION RECOVERY (2023)
 DQ4813
 DQ4813'RECOVERY NOTE BY MN DEPT OF TRANSP 2023 (KMS)
 DQ4813'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DG5404 ***********************************************************************
 DG5404  DESIGNATION -  117 DRL
 DG5404  PID         -  DG5404
 DG5404  STATE/COUNTY-  MN/TODD
 DG5404  COUNTRY     -  US
 DG5404  USGS QUAD   -  ALDRICH SOUTH (2019)
 DG5404
 DG5404                         *CURRENT SURVEY CONTROL
 DG5404  ______________________________________________________________________
 DG5404* NAD 83(2011) POSITION- 46 16 54.71634(N) 094 52 37.23557(W)   ADJUSTED
 DG5404* NAD 83(2011) ELLIP HT-   374.463 (meters)        (06/27/12)   ADJUSTED
 DG5404* NAD 83(2011) EPOCH   -  2010.00
 DG5404* NAVD 88 ORTHO HEIGHT -   401.4   (meters)     1317.    (feet) GPS OBS
 DG5404  ______________________________________________________________________
 DG5404  NAVD 88 orthometric height was determined with geoid model    GEOID99
 DG5404  GEOID HEIGHT    -        -26.847 (meters)                     GEOID99
 DG5404  GEOID HEIGHT    -        -26.909 (meters)                     GEOID18
 DG5404  NAD 83(2011) X  -   -375,434.638 (meters)                     COMP
 DG5404  NAD 83(2011) Y  - -4,400,000.042 (meters)                     COMP
 DG5404  NAD 83(2011) Z  -  4,587,226.663 (meters)                     COMP
 DG5404  LAPLACE CORR    -         -2.69  (seconds)                    DEFLEC18
 DG5404
 DG5404  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DG5404  Standards:
 DG5404         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DG5404            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DG5404  -------------------------------------------------------------------
 DG5404  NETWORK    0.87   0.65           0.40   0.29   0.33     -0.03923184
 DG5404  -------------------------------------------------------------------
 DG5404  Click here for local accuracies and other accuracy information.
 DG5404
 DG5404.The horizontal coordinates were established by GPS observations
 DG5404.and adjusted by the National Geodetic Survey in June 2012.
 DG5404
 DG5404.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DG5404.been affixed to the stable North American tectonic plate. See 
 DG5404.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DG5404
 DG5404.The horizontal coordinates are valid at the epoch date displayed above
 DG5404.which is a decimal equivalence of Year/Month/Day.
 DG5404
 DG5404.The orthometric height was determined by GPS observations and a
 DG5404.high-resolution geoid model.
 DG5404
 DG5404.Significant digits in the geoid height do not necessarily reflect accuracy.
 DG5404.GEOID18 height accuracy estimate available here.
 DG5404
 DG5404.Click photographs - Photos may exist for this station.
 DG5404
 DG5404.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DG5404
 DG5404.The Laplace correction was computed from DEFLEC18 derived deflections.
 DG5404
 DG5404.The ellipsoidal height was determined by GPS observations
 DG5404.and is referenced to NAD 83.
 DG5404
 DG5404. The following values were computed from the NAD 83(2011) position.
 DG5404
 DG5404;                    North         East     Units Scale Factor Converg.
 DG5404;SPC MN C     -   242,665.506   751,681.217   MT  0.99992245   -0 27 12.9
 DG5404;SPC MN C     -   796,145.08  2,466,140.79   sFT  0.99992245   -0 27 12.9
 DG5404;UTM  15      - 5,127,077.644   355,399.680   MT  0.99985703   -1 21 24.6
 DG5404
 DG5404!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG5404!SPC MN C     -   0.99994130  x   0.99992245  =   0.99986376
 DG5404!UTM  15      -   0.99994130  x   0.99985703  =   0.99979834
 DG5404
 DG5404_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUM5539927077(NAD 83)
 DG5404
 DG5404                          SUPERSEDED SURVEY CONTROL
 DG5404
 DG5404  NAD 83(2007)-  46 16 54.71626(N)    094 52 37.23653(W) AD(2002.00) 0
 DG5404  ELLIP H (02/10/07)  374.500  (m)                       GP(2002.00)    
 DG5404  NAD 83(1996)-  46 16 54.71606(N)    094 52 37.23630(W) AD(       ) 1
 DG5404  ELLIP H (05/07/04)  374.533  (m)                       GP(       ) 4 1
 DG5404
 DG5404.Superseded values are not recommended for survey control.
 DG5404
 DG5404.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG5404.See file dsdata.pdf to determine how the superseded data were derived.
 DG5404
 DG5404_MARKER: DD = SURVEY DISK
 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 = MARCH 21, 2026 06:05:54 EDT
 PP2905 ***********************************************************************
 PP2905  DESIGNATION -  117 GJS
 PP2905  PID         -  PP2905
 PP2905  STATE/COUNTY-  MN/WASECA
 PP2905  COUNTRY     -  US
 PP2905  USGS QUAD   -  JANESVILLE (2019)
 PP2905
 PP2905                         *CURRENT SURVEY CONTROL
 PP2905  ______________________________________________________________________
 PP2905* NAD 83(2011) POSITION- 44 06 41.95475(N) 093 40 03.05532(W)   ADJUSTED
 PP2905* NAD 83(2011) ELLIP HT-   312.798 (meters)        (06/27/12)   ADJUSTED
 PP2905* NAD 83(2011) EPOCH   -  2010.00
 PP2905* NAVD 88 ORTHO HEIGHT -   341.667 (meters)     1120.95  (feet) ADJUSTED
 PP2905  ______________________________________________________________________
 PP2905  GEOID HEIGHT    -        -28.852 (meters)                     GEOID18
 PP2905  NAD 83(2011) X  -   -293,419.151 (meters)                     COMP
 PP2905  NAD 83(2011) Y  - -4,577,680.018 (meters)                     COMP
 PP2905  NAD 83(2011) Z  -  4,417,225.251 (meters)                     COMP
 PP2905  LAPLACE CORR    -          1.02  (seconds)                    DEFLEC18
 PP2905  DYNAMIC HEIGHT  -        341.599 (meters)     1120.73  (feet) COMP
 PP2905  MODELED GRAVITY -    980,409.7   (mgal)                       NAVD 88
 PP2905
 PP2905  VERT ORDER      -  SECOND    CLASS I
 PP2905
 PP2905  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 PP2905  Standards:
 PP2905         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 PP2905            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 PP2905  -------------------------------------------------------------------
 PP2905  NETWORK    0.33   0.43           0.15   0.11   0.22      0.05284720
 PP2905  -------------------------------------------------------------------
 PP2905  Click here for local accuracies and other accuracy information.
 PP2905
 PP2905.The horizontal coordinates were established by GPS observations
 PP2905.and adjusted by the National Geodetic Survey in June 2012.
 PP2905
 PP2905.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 PP2905.been affixed to the stable North American tectonic plate. See 
 PP2905.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 PP2905
 PP2905.The horizontal coordinates are valid at the epoch date displayed above
 PP2905.which is a decimal equivalence of Year/Month/Day.
 PP2905
 PP2905.The orthometric height was determined by differential leveling and
 PP2905.adjusted by the NATIONAL GEODETIC SURVEY
 PP2905.in June 1995.
 PP2905
 PP2905.Significant digits in the geoid height do not necessarily reflect accuracy.
 PP2905.GEOID18 height accuracy estimate available here.
 PP2905
 PP2905.Click photographs - Photos may exist for this station.
 PP2905
 PP2905.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 PP2905
 PP2905.The Laplace correction was computed from DEFLEC18 derived deflections.
 PP2905
 PP2905.The ellipsoidal height was determined by GPS observations
 PP2905.and is referenced to NAD 83.
 PP2905
 PP2905.The dynamic height is computed by dividing the NAVD 88
 PP2905.geopotential number by the normal gravity value computed on the
 PP2905.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP2905.degrees latitude (g = 980.6199 gals.).
 PP2905
 PP2905.The modeled gravity was interpolated from observed gravity values.
 PP2905
 PP2905. The following values were computed from the NAD 83(2011) position.
 PP2905
 PP2905;                    North         East     Units Scale Factor Converg.
 PP2905;SPC MN S     -   223,571.820   826,615.730   MT  0.99994505   +0 13 59.0
 PP2905;SPC MN S     -   733,501.88  2,711,988.44   sFT  0.99994505   +0 13 59.0
 PP2905;UTM  15      - 4,884,490.730   446,582.975   MT  0.99963509   -0 27 52.7
 PP2905
 PP2905!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PP2905!SPC MN S     -   0.99995095  x   0.99994505  =   0.99989601
 PP2905!UTM  15      -   0.99995095  x   0.99963509  =   0.99958606
 PP2905
 PP2905:                Primary Azimuth Mark                     Grid Az
 PP2905:SPC MN S     -  STA 32 EDJ                               359 36 38.8
 PP2905:UTM  15      -  STA 32 EDJ                               000 18 30.5
 PP2905
 PP2905_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVJ4658284490(NAD 83)
 PP2905
 PP2905|---------------------------------------------------------------------|
 PP2905| PID    Reference Object                     Distance      Geod. Az  |
 PP2905|                                                           dddmmss.s |
 PP2905| PP2908 STA 32 EDJ                          APPROX. 3.3 KM 3595037.8 |
 PP2905|---------------------------------------------------------------------|
 PP2905
 PP2905                          SUPERSEDED SURVEY CONTROL
 PP2905
 PP2905  NAD 83(2007)-  44 06 41.95474(N)    093 40 03.05609(W) AD(2002.00) 0
 PP2905  ELLIP H (02/10/07)  312.822  (m)                       GP(2002.00)    
 PP2905  NAD 83(1996)-  44 06 41.95464(N)    093 40 03.05567(W) AD(       ) 1
 PP2905  ELLIP H (07/31/00)  312.867  (m)                       GP(       ) 4 1
 PP2905  NAD 83(1996)-  44 06 41.96137(N)    093 40 03.04802(W) AD(       ) 3
 PP2905  NAD 83(1986)-  44 06 41.95594(N)    093 40 03.04795(W) AD(       ) 3
 PP2905  NAD 27      -  44 06 42.09694(N)    093 40 02.23817(W) AD(       ) 3
 PP2905  NAVD 88             341.67   (m)         1121.0    (f) LEVELING    3  
 PP2905
 PP2905.Superseded values are not recommended for survey control.
 PP2905
 PP2905.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PP2905.See file dsdata.pdf to determine how the superseded data were derived.
 PP2905
 PP2905_MARKER: DD = SURVEY DISK
 PP2905_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 PP2905_STAMPING: 117 GJS 1963 1121
 PP2905_MARK LOGO: USGS
 PP2905_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 PP2905_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PP2905_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PP2905+SATELLITE: SATELLITE OBSERVATIONS - June 08, 2004
 PP2905
 PP2905  HISTORY     - Date     Condition        Report By
 PP2905  HISTORY     - 1963     MONUMENTED       USGS
 PP2905  HISTORY     - 1963     GOOD             USGS
 PP2905  HISTORY     - 19880620 GOOD             MNDT
 PP2905  HISTORY     - 19980406 GOOD             MNDT
 PP2905  HISTORY     - 20040608 GOOD             MNDT
 PP2905  HISTORY     - 20100604 MARK NOT FOUND   AEROME
 PP2905
 PP2905                          STATION DESCRIPTION
 PP2905
 PP2905'DESCRIBED BY US GEOLOGICAL SURVEY 1963
 PP2905'TPS. 107 AND 108 N., R. 24 W., NEAR COR. SECS. 1, 2, 35, AND 36.  86
 PP2905'FT. S. AND 17 FT. W. OF CROSSROADS.  15 FT. N. AND LEVEL WITH THE N.
 PP2905'RAIL OF THE C. AND NW. RR.  A STANDARD TABLET IN CONCRETE POST STAMPED
 PP2905'---117 GJS 1963 1121---.
 PP2905
 PP2905                          STATION RECOVERY (1963)
 PP2905
 PP2905'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1963
 PP2905'RECOVERED IN GOOD CONDITION.
 PP2905
 PP2905                          STATION RECOVERY (1988)
 PP2905
 PP2905'RECOVERY NOTE BY MN DEPT OF TRANSP 1988
 PP2905'THE MARK IS LOCATED ABOUT 1.5 MILES (2.4 KM) EAST OF THE CITY OF
 PP2905'JANSEVILLE, 2.05 MILES (3.30 KM) EAST ALONG TRUNK HIGHWAY 14 FROM ITS
 PP2905'JUNCTION WITH MAIN STREET IN JANESVILLE, IN THE SOUTHWEST QUADRANT AT
 PP2905'THE JUNCTION WITH COUNTY ROAD 33, AND IN THE SE 1/4 OF SECTION 35,
 PP2905'T108N, R24W.  IT IS 89.0 FEET (27.1 M) SOUTH-SOUTHWEST OF THE
 PP2905'CENTERLINE OF HIGHWAY 14 AT MILEPOINT 149.4, 18.0 FEET (5.5 M) WEST
 PP2905'OF THE CENTER OF COUNTY ROAD 33, 15 FEET (4.6 M) NORTH-NORTHEAST OF
 PP2905'AND 1 FOOT (0.3 M) HIGHER THAN THE NORTH RAIL OF THE RAILWAY, 47.6
 PP2905'FEET (14.5 M) SOUTH-SOUTHEAST OF AN UNDERGOUND CABLE MARKER POST
 PP2905'(NUMBERED MN022141), 3.0 FEET (0.9 M) NORTH OF A RAILROAD CROSSING
 PP2905'SIGN, AND 0.6 FEET (18.3 CM) NORTHWEST OF A STEEL WITNESS POST.  THE
 PP2905'MARK, A STANDARD USGS BENCH MARK DISK STAMPED---117 GJS 1963 1121---,
 PP2905'IS SET IN THE TOP OF A PRECAST (MAGNETIC) CONCRETE MONUMENT AND IS
 PP2905'0.4 FOOT (12.2 CM) BELOW GROUND LEVEL.
 PP2905
 PP2905                          STATION RECOVERY (1998)
 PP2905
 PP2905'RECOVERY NOTE BY MN DEPT OF TRANSP 1998 (DKH)
 PP2905'THE MARK WAS RECOVERED AS DESCRIBED.
 PP2905
 PP2905                          STATION RECOVERY (2004)
 PP2905
 PP2905'RECOVERY NOTE BY MN DEPT OF TRANSP 2004 (KNB)
 PP2905'2.05 MILES (3.30 KM) EAST ON TRUNK HIGHWAY 14 FROM JUNCTION OF TRUNK
 PP2905'HIGHWAY 14 AND MAIN ST AT JANESVILLE, NEAR JUNCTION OF TRUNK HIGHWAY
 PP2905'14 AND COUNT Y ROAD 33, AT TRUNK HIGHWAY 14 MILEPOINT 149.4, 89.0 FEET
 PP2905'(27.1 M) SOUTH-SOUTHW EST OF TRUNK HIGHWAY 14, 18.0 FEET (5.5 M) WEST
 PP2905'OF COUNTY ROAD 33, 15 FEET (4.6 M) NOR TH-NORTHEAST OF NORTH RAIL OF
 PP2905'RAILROAD TRACKS, 47.6 FEET (14.5 M) SOUTH-SOUTHEA ST OF UNDERGROUND
 PP2905'CABLE MARKER POST (MN022141) , 3.0 FEET (0.9 M) NORTH OF RAIL ROAD
 PP2905'CROSSING SIGN, 0.5 FEET (15.2 CM) NORTHWEST OF WITNESS POST
 PP2905
 PP2905                          STATION RECOVERY (2010)
 PP2905
 PP2905'RECOVERY NOTE BY AERO METRIC INC 2010 (MB)
 PP2905'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DG6147 ***********************************************************************
 DG6147  DESIGNATION -  1178.75
 DG6147  PID         -  DG6147
 DG6147  STATE/COUNTY-  MN/MARSHALL
 DG6147  COUNTRY     -  US
 DG6147  USGS QUAD   -  GRYGLA (2019)
 DG6147
 DG6147                         *CURRENT SURVEY CONTROL
 DG6147  ______________________________________________________________________
 DG6147* NAD 83(1986) POSITION- 48 18 10.00   (N) 095 36 53.30   (W)   HD_HELD1
 DG6147* NAVD 88 ORTHO HEIGHT -   359.929 (meters)     1180.87  (feet) ADJUSTED
 DG6147  ______________________________________________________________________
 DG6147  GEOID HEIGHT    -        -27.368 (meters)                     GEOID18
 DG6147  DYNAMIC HEIGHT  -        360.011 (meters)     1181.14  (feet) COMP
 DG6147  MODELED GRAVITY -    980,828.6   (mgal)                       NAVD 88
 DG6147
 DG6147  VERT ORDER      -  SECOND    CLASS I
 DG6147
 DG6147.The horizontal coordinates were determined by differentially corrected
 DG6147.hand held GPS observations or other comparable positioning techniques
 DG6147.and have an estimated accuracy of +/- 3 meters.
 DG6147
 DG6147.The orthometric height was determined by differential leveling and
 DG6147.adjusted by the NATIONAL GEODETIC SURVEY
 DG6147.in February 2005.
 DG6147
 DG6147.No vertical observational check was made to the station.
 DG6147
 DG6147.Significant digits in the geoid height do not necessarily reflect accuracy.
 DG6147.GEOID18 height accuracy estimate available here.
 DG6147
 DG6147.Click photographs - Photos may exist for this station.
 DG6147
 DG6147.The dynamic height is computed by dividing the NAVD 88
 DG6147.geopotential number by the normal gravity value computed on the
 DG6147.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DG6147.degrees latitude (g = 980.6199 gals.).
 DG6147
 DG6147.The modeled gravity was interpolated from observed gravity values.
 DG6147
 DG6147;                    North         East    Units  Estimated Accuracy
 DG6147;SPC MN N     -   303,459.2     613,477.3     MT  (+/- 3 meters HH1 GPS) 
 DG6147
 DG6147_U.S. NATIONAL GRID SPATIAL ADDRESS: 15UUP0609953258(NAD 83)
 DG6147
 DG6147                          SUPERSEDED SURVEY CONTROL
 DG6147
 DG6147.No superseded survey control is available for this station.
 DG6147
 DG6147_MARKER: DV = VERTICAL CONTROL DISK
 DG6147_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DG6147_SP_SET: BRIDGE ABUTMENT
 DG6147_STAMPING: 1178.75 1178.75 2003
 DG6147_MARK LOGO: MNDT
 DG6147_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DG6147_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DG6147_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DG6147+SATELLITE: SATELLITE OBSERVATIONS - May 05, 2009
 DG6147
 DG6147  HISTORY     - Date     Condition        Report By
 DG6147  HISTORY     - 1995     MONUMENTED       MNDT
 DG6147  HISTORY     - 20030701 GOOD             MNDT
 DG6147  HISTORY     - 20090505 GOOD             MNDT
 DG6147
 DG6147                          STATION DESCRIPTION
 DG6147
 DG6147'DESCRIBED BY MN DEPT OF TRANSP 2003 (DJS)
 DG6147'THE MARK WAS RECOVERED IN GOOD CONDITION.  THE MARK IS LOCATED IN
 DG6147'GRYGLA, IN ABUT AT SE COR OF BRDG NO 45556 OVER MUD RIVER, 0.15 MI
 DG6147'(0.24 KM) NORTH ALONG CO RD 54 FROM JCT OF CO RD 54 AND TH 89 IN
 DG6147'GRYGLA, 23.3 FT (7.1 M) WEST OF CO RD 54.  THE DISK WAS SET IN BRDG
 DG6147'WHEN BUILT IN 1995 THEN STAMPED IN 2003.
 DG6147
 DG6147                          STATION RECOVERY (2009)
 DG6147
 DG6147'RECOVERY NOTE BY MN DEPT OF TRANSP 2009 (WAS)
 DG6147'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DG5405 ***********************************************************************
 DG5405  DESIGNATION -  118 DRL
 DG5405  PID         -  DG5405
 DG5405  STATE/COUNTY-  MN/TODD
 DG5405  COUNTRY     -  US
 DG5405  USGS QUAD   -  CLARISSA (2019)
 DG5405
 DG5405                         *CURRENT SURVEY CONTROL
 DG5405  ______________________________________________________________________
 DG5405* NAD 83(2011) POSITION- 46 14 12.56167(N) 094 52 30.19455(W)   ADJUSTED
 DG5405* NAD 83(2011) ELLIP HT-   384.979 (meters)        (06/27/12)   ADJUSTED
 DG5405* NAD 83(2011) EPOCH   -  2010.00
 DG5405* NAVD 88 ORTHO HEIGHT -   411.8   (meters)     1351.    (feet) GPS OBS
 DG5405  ______________________________________________________________________
 DG5405  NAVD 88 orthometric height was determined with geoid model    GEOID99
 DG5405  GEOID HEIGHT    -        -26.805 (meters)                     GEOID99
 DG5405  GEOID HEIGHT    -        -26.867 (meters)                     GEOID18
 DG5405  NAD 83(2011) X  -   -375,592.486 (meters)                     COMP
 DG5405  NAD 83(2011) Y  - -4,403,624.534 (meters)                     COMP
 DG5405  NAD 83(2011) Z  -  4,583,772.368 (meters)                     COMP
 DG5405  LAPLACE CORR    -         -2.72  (seconds)                    DEFLEC18
 DG5405
 DG5405  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DG5405  Standards:
 DG5405         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DG5405            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DG5405  -------------------------------------------------------------------
 DG5405  NETWORK    1.28   1.78           0.56   0.48   0.91     -0.02790492
 DG5405  -------------------------------------------------------------------
 DG5405  Click here for local accuracies and other accuracy information.
 DG5405
 DG5405.The horizontal coordinates were established by GPS observations
 DG5405.and adjusted by the National Geodetic Survey in June 2012.
 DG5405
 DG5405.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DG5405.been affixed to the stable North American tectonic plate. See 
 DG5405.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DG5405
 DG5405.The horizontal coordinates are valid at the epoch date displayed above
 DG5405.which is a decimal equivalence of Year/Month/Day.
 DG5405
 DG5405.The orthometric height was determined by GPS observations and a
 DG5405.high-resolution geoid model.
 DG5405
 DG5405.Significant digits in the geoid height do not necessarily reflect accuracy.
 DG5405.GEOID18 height accuracy estimate available here.
 DG5405
 DG5405.Click photographs - Photos may exist for this station.
 DG5405
 DG5405.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DG5405
 DG5405.The Laplace correction was computed from DEFLEC18 derived deflections.
 DG5405
 DG5405.The ellipsoidal height was determined by GPS observations
 DG5405.and is referenced to NAD 83.
 DG5405
 DG5405. The following values were computed from the NAD 83(2011) position.
 DG5405
 DG5405;                    North         East     Units Scale Factor Converg.
 DG5405;SPC MN C     -   237,658.043   751,792.427   MT  0.99992348   -0 27 07.8
 DG5405;SPC MN C     -   779,716.43  2,466,505.65   sFT  0.99992348   -0 27 07.8
 DG5405;UTM  15      - 5,122,069.381   355,431.979   MT  0.99985692   -1 21 15.9
 DG5405
 DG5405!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG5405!SPC MN C     -   0.99993965  x   0.99992348  =   0.99986314
 DG5405!UTM  15      -   0.99993965  x   0.99985692  =   0.99979658
 DG5405
 DG5405_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUM5543122069(NAD 83)
 DG5405
 DG5405                          SUPERSEDED SURVEY CONTROL
 DG5405
 DG5405  NAD 83(2007)-  46 14 12.56167(N)    094 52 30.19542(W) AD(2002.00) 0
 DG5405  ELLIP H (02/10/07)  385.014  (m)                       GP(2002.00)    
 DG5405  NAD 83(1996)-  46 14 12.56145(N)    094 52 30.19508(W) AD(       ) 1
 DG5405  ELLIP H (05/07/04)  385.038  (m)                       GP(       ) 4 1
 DG5405
 DG5405.Superseded values are not recommended for survey control.
 DG5405
 DG5405.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG5405.See file dsdata.pdf to determine how the superseded data were derived.
 DG5405
 DG5405_MARKER: DD = SURVEY DISK
 DG5405_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 DG5405_STAMPING: 118 DRL 1965
 DG5405_MARK LOGO: USGS
 DG5405_PROJECTION: FLUSH
 DG5405_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT
 DG5405_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DG5405_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG5405+SATELLITE: SATELLITE OBSERVATIONS - December 05, 2019
 DG5405
 DG5405  HISTORY     - Date     Condition        Report By
 DG5405  HISTORY     - 1965     MONUMENTED       USGS
 DG5405  HISTORY     - 2003     GOOD             MNDT
 DG5405  HISTORY     - 20191205 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
 DG5405
 DG5405                          STATION RECOVERY (2019)
 DG5405
 DG5405'RECOVERY NOTE BY MN DEPT OF TRANSP 2019 (MPP)
 DG5405'8.0 MI (12.9 KM) SOUTH-SOUTHWEST OF STAPLES, 2.5 MI (4.0 KM) SOUTH
 DG5405'ALONG TRUNK HIGHWAY 210 FROM THE JUNCTION OF TRUNK HIGHWAY 210 AND
 DG5405'TRUNK HIGHWAY 10 IN STAPLES, THEN 5.05 MI (8.13 KM) SOUTH ON COUNTY
 DG5405'ROAD 21, THEN 3.05 MI (4.91 KM) WEST ON COUNTY ROAD 74 (430TH STREET),
 DG5405'THEN 1.1 MI (1.8 KM) SOUTH ON COUNTY ROAD 81, 137.1 FT (41.8 M) NORTH
 DG5405'OF A POWER POLE, 1.0 FT (0.3 M) EAST OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 PQ0663 ***********************************************************************
 PQ0663  DESIGNATION -  118 ES RESET
 PQ0663  PID         -  PQ0663
 PQ0663  STATE/COUNTY-  MN/MCLEOD
 PQ0663  COUNTRY     -  US
 PQ0663  USGS QUAD   -  BISCAY (2019)
 PQ0663
 PQ0663                         *CURRENT SURVEY CONTROL
 PQ0663  ______________________________________________________________________
 PQ0663* NAD 83(1996) POSITION- 44 51 11.82486(N) 094 15 12.71006(W)   NO CHECK
 PQ0663* NAVD 88 ORTHO HEIGHT -   319.94  (+/-2cm)     1049.7   (feet) VERTCON3
 PQ0663  ______________________________________________________________________
 PQ0663  GEOID HEIGHT    -        -27.551 (meters)                     GEOID18
 PQ0663  LAPLACE CORR    -         -1.72  (seconds)                    DEFLEC18
 PQ0663  VERT ORDER      -  THIRD ? (See Below)
 PQ0663
 PQ0663.The horizontal coordinates were established by classical geodetic methods
 PQ0663.and adjusted by the National Geodetic Survey in March 1999.
 PQ0663
 PQ0663.The horizontal coordinates are considered weak due to poor geometry
 PQ0663.of the observations.
 PQ0663
 PQ0663.No horizontal observational check was made to the station.
 PQ0663
 PQ0663.The NAVD 88 height was computed by applying the VERTCON shift value to
 PQ0663.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PQ0663
 PQ0663.Significant digits in the geoid height do not necessarily reflect accuracy.
 PQ0663.GEOID18 height accuracy estimate available here.
 PQ0663
 PQ0663.The vertical order pertains to the NGVD 29 superseded value.
 PQ0663
 PQ0663.Click photographs - Photos may exist for this station.
 PQ0663
 PQ0663.The Laplace correction was computed from DEFLEC18 derived deflections.
 PQ0663
 PQ0663. The following values were computed from the NAD 83(1996) position.
 PQ0663
 PQ0663;                    North         East     Units Scale Factor Converg.
 PQ0663;SPC MN S     -   305,954.147   779,960.184   MT  0.99994086   -0 10 39.7
 PQ0663;SPC MN S     - 1,003,784.56  2,558,919.37   sFT  0.99994086   -0 10 39.7
 PQ0663;UTM  15      - 4,967,416.654   400,950.752   MT  0.99972064   -0 53 03.0
 PQ0663
 PQ0663!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PQ0663!SPC MN S     -   0.99995416  x   0.99994086  =   0.99989502
 PQ0663!UTM  15      -   0.99995416  x   0.99972064  =   0.99967481
 PQ0663
 PQ0663:                Primary Azimuth Mark                     Grid Az
 PQ0663:SPC MN S     -  HASSAN                                   357 28 58.6
 PQ0663:UTM  15      -  HASSAN                                   358 11 21.9
 PQ0663
 PQ0663_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK0095067416(NAD 83)
 PQ0663
 PQ0663|---------------------------------------------------------------------|
 PQ0663| PID    Reference Object                     Distance      Geod. Az  |
 PQ0663|                                                           dddmmss.s |
 PQ0663| PQ0664 118 ES                               19.783 METERS 25311     |
 PQ0663| PQ0660 HASSAN                              APPROX. 0.9 KM 3571818.9 |
 PQ0663|---------------------------------------------------------------------|
 PQ0663
 PQ0663                          SUPERSEDED SURVEY CONTROL
 PQ0663
 PQ0663  NAD 83(1986)-  44 51 11.82036(N)    094 15 12.70472(W) AD(       ) W
 PQ0663  NAD 27      -  44 51 11.95664(N)    094 15 11.78042(W) AD(       ) W
 PQ0663  NGVD 29             319.86   (m)         1049.4    (f) LEVELING    3  
 PQ0663
 PQ0663.Superseded values are not recommended for survey control.
 PQ0663
 PQ0663.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PQ0663.See file dsdata.pdf to determine how the superseded data were derived.
 PQ0663
 PQ0663_MARKER: DV = VERTICAL CONTROL DISK
 PQ0663_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PQ0663_STAMPING: 118 ES TT USGS 1955 RESET 1974
 PQ0663_MARK LOGO: NGS
 PQ0663_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PQ0663+STABILITY: SURFACE MOTION
 PQ0663
 PQ0663  HISTORY     - Date     Condition        Report By
 PQ0663  HISTORY     - 1974     MONUMENTED       NGS
 PQ0663  HISTORY     - 20110502 MARK NOT FOUND   MNDT
 PQ0663
 PQ0663                          STATION DESCRIPTION
 PQ0663
 PQ0663'DESCRIBED BY MN DEPT OF TRANSP 2011 (AJ)
 PQ0663'AFTER A THOROUGH FIELD SEARCH MARK WAS NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DG6148 ***********************************************************************
 DG6148  DESIGNATION -  1182.76
 DG6148  PID         -  DG6148
 DG6148  STATE/COUNTY-  MN/MARSHALL
 DG6148  COUNTRY     -  US
 DG6148  USGS QUAD   -  GRYGLA SW (2019)
 DG6148
 DG6148                         *CURRENT SURVEY CONTROL
 DG6148  ______________________________________________________________________
 DG6148* NAD 83(1986) POSITION- 48 18 17.40   (N) 095 38 11.60   (W)   HD_HELD1
 DG6148* NAVD 88 ORTHO HEIGHT -   358.391 (meters)     1175.82  (feet) ADJUSTED
 DG6148  ______________________________________________________________________
 DG6148  GEOID HEIGHT    -        -27.362 (meters)                     GEOID18
 DG6148  DYNAMIC HEIGHT  -        358.471 (meters)     1176.08  (feet) COMP
 DG6148  MODELED GRAVITY -    980,823.3   (mgal)                       NAVD 88
 DG6148
 DG6148  VERT ORDER      -  SECOND    CLASS I
 DG6148
 DG6148.The horizontal coordinates were determined by differentially corrected
 DG6148.hand held GPS observations or other comparable positioning techniques
 DG6148.and have an estimated accuracy of +/- 3 meters.
 DG6148
 DG6148.The orthometric height was determined by differential leveling and
 DG6148.adjusted by the NATIONAL GEODETIC SURVEY
 DG6148.in February 2005.
 DG6148
 DG6148.No vertical observational check was made to the station.
 DG6148
 DG6148.Significant digits in the geoid height do not necessarily reflect accuracy.
 DG6148.GEOID18 height accuracy estimate available here.
 DG6148
 DG6148.Click photographs - Photos may exist for this station.
 DG6148
 DG6148.The dynamic height is computed by dividing the NAVD 88
 DG6148.geopotential number by the normal gravity value computed on the
 DG6148.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DG6148.degrees latitude (g = 980.6199 gals.).
 DG6148
 DG6148.The modeled gravity was interpolated from observed gravity values.
 DG6148
 DG6148;                    North         East    Units  Estimated Accuracy
 DG6148;SPC MN N     -   303,740.3     611,872.2     MT  (+/- 3 meters HH1 GPS) 
 DG6148
 DG6148_U.S. NATIONAL GRID SPATIAL ADDRESS: 15UUP0449453542(NAD 83)
 DG6148
 DG6148                          SUPERSEDED SURVEY CONTROL
 DG6148
 DG6148.No superseded survey control is available for this station.
 DG6148
 DG6148_MARKER: DV = VERTICAL CONTROL DISK
 DG6148_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DG6148_SP_SET: BRIDGE ABUTMENT
 DG6148_STAMPING: 1182.76 2003
 DG6148_MARK LOGO: MNDT
 DG6148_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DG6148_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DG6148_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DG6148+SATELLITE: SATELLITE OBSERVATIONS - May 05, 2009
 DG6148
 DG6148  HISTORY     - Date     Condition        Report By
 DG6148  HISTORY     - 2003     MONUMENTED       MNDT
 DG6148  HISTORY     - 20030701 GOOD             MNDT
 DG6148  HISTORY     - 20090505 GOOD             MNDT
 DG6148
 DG6148                          STATION DESCRIPTION
 DG6148
 DG6148'DESCRIBED BY MN DEPT OF TRANSP 2003 (DJS)
 DG6148'THE MARK WAS RECOVERED IN GOOD CONDITION.  THE MARK IS LOCATED 0.5 MI
 DG6148'(0.8 KM) WEST OF GRYGLA, IN ABUT AT SE COR OF BRDG NO 45561, 1.1 MI
 DG6148'(1.8 KM) WEST ALONG TH 89 FROM JCT OF TH 89 AND CO RD 54 IN GRYGLA TO
 DG6148'TH 89 MP 81.95, THENCE 0.1 MI (0.2 KM) NORTH ON GRAVEL RD, 12.5 FT
 DG6148'(3.8 M) EAST OF GRAVEL RD.
 DG6148
 DG6148                          STATION RECOVERY (2009)
 DG6148
 DG6148'RECOVERY NOTE BY MN DEPT OF TRANSP 2009 (WAS)
 DG6148'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 AI5867 ***********************************************************************
 AI5867  DESIGNATION -  1196
 AI5867  PID         -  AI5867
 AI5867  STATE/COUNTY-  MN/CROW WING
 AI5867  COUNTRY     -  US
 AI5867  USGS QUAD   -  SOUTH LONG LAKE (2019)
 AI5867
 AI5867                         *CURRENT SURVEY CONTROL
 AI5867  ______________________________________________________________________
 AI5867* NAD 83(1986) POSITION- 46 15 45.92   (N) 094 06 48.75   (W)   HD_HELD1
 AI5867* NAVD 88 ORTHO HEIGHT -   364.840 (meters)     1196.98  (feet) ADJUSTED
 AI5867  ______________________________________________________________________
 AI5867  GEOID HEIGHT    -        -27.129 (meters)                     GEOID18
 AI5867  DYNAMIC HEIGHT  -        364.850 (meters)     1197.01  (feet) COMP
 AI5867  MODELED GRAVITY -    980,633.0   (mgal)                       NAVD 88
 AI5867
 AI5867  VERT ORDER      -  SECOND    CLASS I
 AI5867
 AI5867.The horizontal coordinates were determined by differentially corrected
 AI5867.hand held GPS observations or other comparable positioning techniques
 AI5867.and have an estimated accuracy of +/- 3 meters.
 AI5867
 AI5867.The orthometric height was determined by differential leveling and
 AI5867.adjusted by the NATIONAL GEODETIC SURVEY
 AI5867.in August 2006.
 AI5867
 AI5867.Significant digits in the geoid height do not necessarily reflect accuracy.
 AI5867.GEOID18 height accuracy estimate available here.
 AI5867
 AI5867.Click photographs - Photos may exist for this station.
 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     -   240,359.3     810,519.5     MT  (+/- 3 meters HH1 GPS) 
 AI5867
 AI5867_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVM1418523844(NAD 83)
 AI5867
 AI5867                          SUPERSEDED SURVEY CONTROL
 AI5867
 AI5867  NAVD 88 (09/27/00)  364.840  (m)         1196.98   (f) SUPERSEDED  2 1
 AI5867
 AI5867.Superseded values are not recommended for survey control.
 AI5867
 AI5867.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI5867.See file dsdata.pdf to determine how the superseded data were derived.
 AI5867
 AI5867_MARKER: DD = SURVEY DISK
 AI5867_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AI5867_SP_SET: SPILLWAY WINGWALL
 AI5867_MARK LOGO: MNDNR
 AI5867_MAGNETIC: N = NO MAGNETIC MATERIAL
 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 - September 28, 2022
 AI5867
 AI5867  HISTORY     - Date     Condition        Report By
 AI5867  HISTORY     - UNK      MONUMENTED       MNDNR
 AI5867  HISTORY     - 19990519 GOOD             MNDT
 AI5867  HISTORY     - 20190723 GOOD             MNDT
 AI5867  HISTORY     - 20220928 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.
 AI5867
 AI5867                          STATION RECOVERY (2019)
 AI5867
 AI5867'RECOVERY NOTE BY MN DEPT OF TRANSP 2019 (DAS)
 AI5867'RECOVERED IN GOOD CONDITION.
 AI5867
 AI5867                          STATION RECOVERY (2022)
 AI5867
 AI5867'RECOVERY NOTE BY MN DEPT OF TRANSP 2022 (MAS)
 AI5867'7.8 MI (12.6 KM) SOUTH-SOUTHEAST OF BRAINERD, 7.2 MI (11.6 KM) SOUTH
 AI5867'ALONG TRUNK HIGHWAY 25 FROM THE JUNCTION OF TRUNK HIGHWAY 25 AND TRUNK
 AI5867'HIGHWAY 18 IN BRAINERD TO TRUNK HIGHWAY 25 MILE POINT 148.64, THEN
 AI5867'0.05 MI (0.08 KM) EAST ON COUNTY ROAD 22, THEN 0.1 MI (0.2 KM)
 AI5867'NORTHWEST ON SOUTH LONG LAKE PARK ENTRANCE, THEN WALK 300 FT (91.4 M)
 AI5867'NORTHWESTERLY ALONG A TRAIL, IN THE NORTHEAST CORNER OF A SPILLWAY.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 RN1207 ***********************************************************************
 RN1207  DESIGNATION -  12
 RN1207  PID         -  RN1207
 RN1207  STATE/COUNTY-  MN/ST LOUIS
 RN1207  COUNTRY     -  US
 RN1207  USGS QUAD   -  DULUTH HEIGHTS (2019)
 RN1207
 RN1207                         *CURRENT SURVEY CONTROL
 RN1207  ______________________________________________________________________
 RN1207* NAD 83(1996) POSITION- 46 51 55.72158(N) 092 09 04.57140(W)   ADJUSTED
 RN1207* NAVD 88 ORTHO HEIGHT -   443.841 (meters)     1456.17  (feet) ADJUSTED
 RN1207  ______________________________________________________________________
 RN1207  GEOID HEIGHT    -        -28.283 (meters)                     GEOID18
 RN1207  LAPLACE CORR    -          4.04  (seconds)                    DEFLEC18
 RN1207  DYNAMIC HEIGHT  -        443.888 (meters)     1456.32  (feet) COMP
 RN1207  MODELED GRAVITY -    980,704.6   (mgal)                       NAVD 88
 RN1207
 RN1207  HORZ ORDER      -  SECOND
 RN1207  VERT ORDER      -  SECOND    CLASS 0
 RN1207
 RN1207.The horizontal coordinates were established by classical geodetic methods
 RN1207.and adjusted by the National Geodetic Survey in March 1999.
 RN1207
 RN1207.The orthometric height was determined by differential leveling and
 RN1207.adjusted by the NATIONAL GEODETIC SURVEY
 RN1207.in June 1991.
 RN1207
 RN1207.Significant digits in the geoid height do not necessarily reflect accuracy.
 RN1207.GEOID18 height accuracy estimate available here.
 RN1207
 RN1207.Click photographs - Photos may exist for this station.
 RN1207
 RN1207.The Laplace correction was computed from DEFLEC18 derived deflections.
 RN1207
 RN1207.The dynamic height is computed by dividing the NAVD 88
 RN1207.geopotential number by the normal gravity value computed on the
 RN1207.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RN1207.degrees latitude (g = 980.6199 gals.).
 RN1207
 RN1207.The modeled gravity was interpolated from observed gravity values.
 RN1207
 RN1207. The following values were computed from the NAD 83(1996) position.
 RN1207
 RN1207;                    North         East     Units Scale Factor Converg.
 RN1207;SPC MN N     -   141,076.444   872,338.948   MT  1.00004479   +0 42 11.6
 RN1207;SPC MN N     -   462,848.30  2,861,998.70   sFT  1.00004479   +0 42 11.6
 RN1207;UTM  15      - 5,190,565.010   564,686.821   MT  0.99965143   +0 37 09.8
 RN1207
 RN1207!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RN1207!SPC MN N     -   0.99993486  x   1.00004479  =   0.99997965
 RN1207!UTM  15      -   0.99993486  x   0.99965143  =   0.99958632
 RN1207
 RN1207_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWM6468690565(NAD 83)
 RN1207
 RN1207                          SUPERSEDED SURVEY CONTROL
 RN1207
 RN1207  NAD 83(1991)-  46 51 55.71987(N)    092 09 04.57045(W) AD(       ) 2
 RN1207  NAD 83(1986)-  46 51 55.71673(N)    092 09 04.57033(W) AD(       ) 2
 RN1207  NAD 27      -  46 51 55.93200(N)    092 09 03.89200(W) AD(       ) 2
 RN1207  NGVD 29 (??/??/92)  443.74   (m)         1455.8    (f) COMPUTED    2 0
 RN1207  NGVD 29             443.80   (m)         1456.0    (f) LEVELING    3  
 RN1207
 RN1207.Superseded values are not recommended for survey control.
 RN1207
 RN1207.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RN1207.See file dsdata.pdf to determine how the superseded data were derived.
 RN1207
 RN1207_MARKER: DD = SURVEY DISK
 RN1207_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 RN1207_STAMPING: NO 12 1934
 RN1207_MARK LOGO: CGS+SS
 RN1207_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RN1207
 RN1207  HISTORY     - Date     Condition        Report By
 RN1207  HISTORY     - 1934     MONUMENTED       MNGS
 RN1207  HISTORY     - 1952     GOOD             CGS
 RN1207  HISTORY     - 1952     GOOD             MNGS
 RN1207  HISTORY     - 20070814 MARK NOT FOUND   MNDT
 RN1207
 RN1207                          STATION DESCRIPTION
 RN1207
 RN1207'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 RN1207'RECOVERED IN GOOD CONDITION.
 RN1207
 RN1207                          STATION RECOVERY (1952)
 RN1207
 RN1207'RECOVERY NOTE BY MINNESOTA GEODETIC SURVEY 1952 (DAJ)
 RN1207'THE STATION IS LOCATED ABOUT 6 MILES NORTHWEST OF THE CITY HALL IN
 RN1207'DULUTH AND 2-1/2 MILES SOUTHEAST OF WILD RICE LAKE.  IT IS 34.5 FEET
 RN1207'SOUTH OF THE CENTERLINE OF COUNTY ROUTE 9.  IT IS A STANDARD CGS+SS
 RN1207'BENCH MARK DISK SET IN A 6 X 6 INCH SQUARE CONCRETE POST WHICH IS
 RN1207'FLUSH WITH THE SURFACE OF THE GROUND AND THE DISK IS STAMPED NO 12
 RN1207'1934.
 RN1207'
 RN1207'A TRAVERSE CONNECTION WAS MADE FROM TRIANGULATION STATION WILD RICE TO
 RN1207'NO 12 1934 (MINN. GEOD. S.) IT IS 85.74 FEET OR 26.133 METERS
 RN1207'SOUTHEAST OF THE STATION.
 RN1207'
 RN1207'TO REACH FROM THE INTERSECTION OF E. 2ND STREET AND 6TH AVE.  E., GO
 RN1207'NORTH ON 6TH AVE. E. AND STATE HIGHWAY 94 FOR 1 MILE TO INTERSECTION
 RN1207'OF COUNTY ROUTE 4, TURN RIGHT ON COUNTY ROUTE 4 AND GO 5.5 MILES TO
 RN1207'INTERSECTION OF COUNTY ROUTE 9, TURN RIGHT ON COUNTY ROUTE 9 AND GO
 RN1207'0.1 MILE TO THE STATION ON THE RIGHT AS DESCRIBED.
 RN1207
 RN1207                          STATION RECOVERY (2007)
 RN1207
 RN1207'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (KMS)
 RN1207'THE MARK WAS NOT RECOVERED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 QO0216 ***********************************************************************
 QO0216  DESIGNATION -  12
 QO0216  PID         -  QO0216
 QO0216  STATE/COUNTY-  MN/WASHINGTON
 QO0216  COUNTRY     -  US
 QO0216  USGS QUAD   -  STILLWATER (2019)
 QO0216
 QO0216                         *CURRENT SURVEY CONTROL
 QO0216  ______________________________________________________________________
 QO0216* NAD 83(1986) POSITION- 45 03 21.93   (N) 092 48 16.88   (W)   HD_HELD1
 QO0216* NAVD 88 ORTHO HEIGHT -   210.942 (meters)      692.07  (feet) ADJUSTED
 QO0216  ______________________________________________________________________
 QO0216  GEOID HEIGHT    -        -28.123 (meters)                     GEOID18
 QO0216  DYNAMIC HEIGHT  -        210.937 (meters)      692.05  (feet) COMP
 QO0216  MODELED GRAVITY -    980,592.3   (mgal)                       NAVD 88
 QO0216
 QO0216  VERT ORDER      -  SECOND    CLASS I
 QO0216
 QO0216.The horizontal coordinates were determined by differentially corrected
 QO0216.hand held GPS observations or other comparable positioning techniques
 QO0216.and have an estimated accuracy of +/- 3 meters.
 QO0216
 QO0216.The orthometric height was determined by differential leveling and
 QO0216.adjusted by the NATIONAL GEODETIC SURVEY
 QO0216.in September 2016.
 QO0216
 QO0216.Significant digits in the geoid height do not necessarily reflect accuracy.
 QO0216.GEOID18 height accuracy estimate available here.
 QO0216
 QO0216.Click photographs - Photos may exist for this station.
 QO0216
 QO0216.The dynamic height is computed by dividing the NAVD 88
 QO0216.geopotential number by the normal gravity value computed on the
 QO0216.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QO0216.degrees latitude (g = 980.6199 gals.).
 QO0216
 QO0216.The modeled gravity was interpolated from observed gravity values.
 QO0216
 QO0216;                    North         East    Units  Estimated Accuracy
 QO0216;SPC MN S     -   329,148.5     894,148.2     MT  (+/- 3 meters HH1 GPS) 
 QO0216
 QO0216_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWK1537889200(NAD 83)
 QO0216
 QO0216                          SUPERSEDED SURVEY CONTROL
 QO0216
 QO0216  NAVD 88 (06/26/13)  210.937  (m)          692.05   (f) SUPERSEDED  2 1
 QO0216  NAVD 88 (11/25/08)  210.944  (m)          692.07   (f) SUPERSEDED  2 2
 QO0216  NAVD 88 (06/15/91)  210.949  (m)          692.09   (f) SUPERSEDED  2 1
 QO0216  NGVD 29 (??/??/92)  210.918  (m)          691.99   (f) ADJ UNCH    2 1
 QO0216
 QO0216.Superseded values are not recommended for survey control.
 QO0216
 QO0216.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QO0216.See file dsdata.pdf to determine how the superseded data were derived.
 QO0216
 QO0216_MARKER: DB = BENCH MARK DISK
 QO0216_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 QO0216_SP_SET: BUILDING FOUNDATION
 QO0216_STAMPING: U.S.C.E. B.M. 12 ST.CROIX R.
 QO0216_MARK LOGO: USACE
 QO0216_MAGNETIC: N = NO MAGNETIC MATERIAL
 QO0216_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QO0216+STABILITY: SURFACE MOTION
 QO0216_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 QO0216+SATELLITE: SATELLITE OBSERVATIONS - August 05, 2022
 QO0216
 QO0216  HISTORY     - Date     Condition        Report By
 QO0216  HISTORY     - UNK      MONUMENTED       USACE
 QO0216  HISTORY     - 1975     GOOD             MNDT
 QO0216  HISTORY     - 20040517 GOOD             MNDT
 QO0216  HISTORY     - 20040728 GOOD             MNDT
 QO0216  HISTORY     - 20040728 GOOD             MNDT
 QO0216  HISTORY     - 20070731 GOOD             WIDT
 QO0216  HISTORY     - 20090409 GOOD             MNDT
 QO0216  HISTORY     - 20110518 GOOD             MNDT
 QO0216  HISTORY     - 20120425 GOOD             MNDT
 QO0216  HISTORY     - 20150325 GOOD             MNDT
 QO0216  HISTORY     - 20220805 GOOD             MNDT
 QO0216
 QO0216                          STATION DESCRIPTION
 QO0216
 QO0216'DESCRIBED BY MN DEPT OF TRANSP 1975
 QO0216'IN STILLWATER.
 QO0216'IN STILLWATER, 0.05 MILE EAST ALONG TH 212 (CHESTNUT STREET) FROM THE
 QO0216'JUNCTION OF TH 212 AND TH 95 (MAIN STREET) AND 0.05 MILES WEST OF THE
 QO0216'EAST END OF THE INTERSTATE BRIDGE OVER THE ST. CROIX RIVER.  IT IS 94
 QO0216'FEET EAST OF THE CENTER OF WATER STREET, 30.6 FEET NORTH OF THE CENTER
 QO0216'OF TH 212 (CHESTNUT STREET), 25.9 FEET WEST OF THE WEST RAIL OF THE
 QO0216'BURLINGTON NORTHERN RAILROAD TRACK AND 2.1 FEET WEST OF THE SOUTHEAST
 QO0216'CORNER OF A 3 STORY RED BRICK BUILDING AT NUMBER 408 CHESTNUT STREET.
 QO0216'IT IS A U.S. CORPS OF ENGINEERS BENCH MARK DISK SET VERTICALLY IN THE
 QO0216'SOUTH WALL OF THE BUILDING, 2.8 FEET HIGHER THAN THE SIDEWALK. SE 1/4,
 QO0216'SEC 28, T 30N, R 20W.
 QO0216
 QO0216                          STATION RECOVERY (2004)
 QO0216
 QO0216'RECOVERY NOTE BY MN DEPT OF TRANSP 2004 (MSS)
 QO0216'AT STILLWATER, 0.05 MILES EAST OF JUNCTION OF TRUNK HIGHWAY 212
 QO0216'(CHESTNUT STREET) AND TRUNK HIGHWAY 95 (MAIN STREET), 0.04 MILES WEST
 QO0216'OF WEST END OF BRIDGE OVER SAINT CROIX RIVER, 94 FEET EAST OF WATER
 QO0216'STREET, 30.6 FEET NORTH OF TRUNK HIGHWAY 212, 25.9 FEET WEST OF WEST
 QO0216'RAIL OF RAILROAD, 2.1 FEET WEST OF SOUTHEAST CORNER OF BUILDING 408
 QO0216'CHESTNUT STREET, IN SOUTH WALL OF BUILDING, 2.8 FEET HIGHER THAN THE
 QO0216'SIDEWALK
 QO0216
 QO0216                          STATION RECOVERY (2004)
 QO0216
 QO0216'RECOVERY NOTE BY MN DEPT OF TRANSP 2004 (MPP)
 QO0216'AT STILLWATER, 0.05 MILES EAST OF JUNCTION OF TRUNK HIGHWAY 212
 QO0216'(CHESTNUT STREET) AND TRUNK HIGHWAY 95 (MAIN STREET), 0.04 MILES WEST
 QO0216'OF WEST END OF BRIDGE OVER SAINT CROIX RIVER, 94 FEET EAST OF WATER
 QO0216'STREET, 30.6 FEET NORTH OF TRUNK HIGHWAY 212, 25.9 FEET WEST OF WEST
 QO0216'RAIL OF RAILROAD, 2.1 FEET WEST OF SOUTHEAST CORNER OF BUILDING 408
 QO0216'CHESTNUT STREET, IN SOUTH WALL OF BUILDING, 2.8 FEET HIGHER THAN THE
 QO0216'SIDEWALK
 QO0216
 QO0216                          STATION RECOVERY (2004)
 QO0216
 QO0216'RECOVERY NOTE BY MN DEPT OF TRANSP 2004 (GJF)
 QO0216'THE MARK IS LOCATED ABOUT 10.2 MI (16.4 KM) EAST OF WHITE BEAR LAKE,
 QO0216'5.5 MI (8.8 KM) NORTHEAST OF LAKE ELMO AND 0.1 MI (0.2 KM)
 QO0216'EAST-SOUTHEAST OF STILLWATER, 0.05 MI (0.1 KM) EAST OF THE JUNCTION OF
 QO0216'TRUNK HIGHWAY 212 (CHESTNUT STREET) AND TRUNK HIGHWAY 95 (MAIN
 QO0216'STREET), 0.04 MI (0.1 KM) WEST OF WEST END OF BRIDGE OVER SAINT CROIX
 QO0216'RIVER,
 QO0216'
 QO0216'94 FT (28.7 M) EAST OF WATER STREET, 30.6 FT (9.3 M) NORTH OF TRUNK
 QO0216'HIGHWAY 212, 25.9 FT (7.9 M) WEST OF WEST RAIL OF RAILROAD, 2.1 FT
 QO0216'(0.6 M) WEST OF THE SOUTHEAST CORNER OF BUILDING 408 CHESTNUT STREET,
 QO0216'IN SOUTH WALL OF BUILDING, 2.8 FT (0.9 M) HIGHER THAN THE SIDEWALK
 QO0216
 QO0216                          STATION RECOVERY (2007)
 QO0216
 QO0216'RECOVERY NOTE BY WI DEPT OF TRANSP 2007 (EPS)
 QO0216'RECOVERED AS DESCRIBED.
 QO0216
 QO0216                          STATION RECOVERY (2009)
 QO0216
 QO0216'RECOVERY NOTE BY MN DEPT OF TRANSP 2009 (DAS)
 QO0216'RECOVERED AS DESCRIBED.
 QO0216
 QO0216                          STATION RECOVERY (2011)
 QO0216
 QO0216'RECOVERY NOTE BY MN DEPT OF TRANSP 2011 (PJG)
 QO0216'IN STILLWATER, 0.05 MI (0.1 KM) EAST OF THE JUNCTION OF CHESTNUT
 QO0216'STREET AND TRUNK HIGHWAY 95 (MAIN STREET), 0.04 MI (0.1 KM) WEST OF
 QO0216'WEST END OF BRIDGE OVER SAINT CROIX RIVER, 94.0 FT (28.7 M) EAST OF
 QO0216'WATER STREET, 30.6 FT (9.3 M) NORTH OF CHESTNUT STREET, 25.9 FT (7.9
 QO0216'M) WEST OF WEST RAIL OF OLD RAILROAD, 2.1 FT (0.6 M) WEST OF THE
 QO0216'SOUTHEAST CORNER OF BUILDING 408 CHESTNUT STREET, IN SOUTH WALL OF
 QO0216'BUILDING, 2.8 FT (0.9 M) HIGHER THAN THE SIDEWALK.
 QO0216
 QO0216                          STATION RECOVERY (2012)
 QO0216
 QO0216'RECOVERY NOTE BY MN DEPT OF TRANSP 2012 (KMS)
 QO0216'THE STATION IS LOCATED ABOUT 10.2 MI (16.4 KM) EAST OF WHITE BEAR
 QO0216'LAKE, 5.5 MI (8.8 KM) NORTHEAST OF LAKE ELMO AND IN THE TOWN OF
 QO0216'STILLWATER, MN.
 QO0216'
 QO0216'TO REACH THE MARK GO 0.05 MI (0.1 KM) EAST ALONG CHESTNUT STREET FROM
 QO0216'THE JUNCTION OF CHESTNUT STREET AND TRUNK HIGHWAY 95 IN STILLWATER,
 QO0216'0.04 MI (0.1 KM) WEST OF WEST END OF BRIDGE OVER SAINT CROIX RIVER.
 QO0216'
 QO0216'THE MARK IS 94.0 FT (28.7 M) EAST OF WATER STREET, 30.6 FT (9.3 M)
 QO0216'NORTH OF CHESTNUT STREET, 25.9 FT (7.9 M) WEST OF WEST RAIL OF OLD
 QO0216'RAILROAD, 2.1 FT (0.6 M) WEST OF THE SOUTHEAST CORNER OF BUILDING 408
 QO0216'CHESTNUT STREET, IN SOUTH WALL OF BUILDING, 2.8 FT (0.9 M) HIGHER THAN
 QO0216'THE SIDEWALK.
 QO0216
 QO0216                          STATION RECOVERY (2015)
 QO0216
 QO0216'RECOVERY NOTE BY MN DEPT OF TRANSP 2015 (DAS)
 QO0216'RECOVERED AS DESCRIBED.
 QO0216
 QO0216                          STATION RECOVERY (2022)
 QO0216
 QO0216'RECOVERY NOTE BY MN DEPT OF TRANSP 2022 (KMS)
 QO0216'THE MARK WAS LOCATED ABOUT IN STILLWATER.
 QO0216'
 QO0216'TO REACH GO 0.05 MI (0.08 KM) EAST ALONG CHESTNUT STREET FROM THE
 QO0216'JUNCTION OF CHESTNUT STREET AND TRUNK HIGHWAY 95 IN STILLWATER, 0.04
 QO0216'MI (0.06 KM) WEST OF THE WEST END OF A BRIDGE OVER THE ST. CROIX
 QO0216'RIVER.
 QO0216'
 QO0216'IT IS 94.0 FT (28.7 M) EAST OF WATER STREET, 30.6 FT (9.3 M) NORTH OF
 QO0216'CHESTNUT STREET, 25.9 FT (7.9 M) WEST OF THE WEST RAIL OF AN OLD
 QO0216'RAILROAD, 2.1 FT (0.6 M) WEST OF THE SOUTHEAST CORNER OF BUILDING 408
 QO0216'CHESTNUT STREET, IN THE SOUTH WALL OF A BUILDING, 2.8 FT (0.9 M)
 QO0216'HIGHER THAN THE SIDEWALK.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DF8703 ***********************************************************************
 DF8703  DESIGNATION -  12
 DF8703  PID         -  DF8703
 DF8703  STATE/COUNTY-  MN/KANABEC
 DF8703  COUNTRY     -  US
 DF8703  USGS QUAD   -  MORA SOUTH (2019)
 DF8703
 DF8703                         *CURRENT SURVEY CONTROL
 DF8703  ______________________________________________________________________
 DF8703* NAD 83(2011) POSITION- 45 49 54.62931(N) 093 17 47.93496(W)   ADJUSTED
 DF8703* NAD 83(2011) ELLIP HT-   275.780 (meters)        (06/27/12)   ADJUSTED
 DF8703* NAD 83(2011) EPOCH   -  2010.00
 DF8703* NAVD 88 ORTHO HEIGHT -   303.688 (meters)      996.35  (feet) ADJUSTED
 DF8703  ______________________________________________________________________
 DF8703  GEOID HEIGHT    -        -27.914 (meters)                     GEOID18
 DF8703  NAD 83(2011) X  -   -256,011.515 (meters)                     COMP
 DF8703  NAD 83(2011) Y  - -4,444,571.052 (meters)                     COMP
 DF8703  NAD 83(2011) Z  -  4,552,441.949 (meters)                     COMP
 DF8703  LAPLACE CORR    -         -3.92  (seconds)                    DEFLEC18
 DF8703  DYNAMIC HEIGHT  -        303.684 (meters)      996.34  (feet) COMP
 DF8703  MODELED GRAVITY -    980,593.8   (mgal)                       NAVD 88
 DF8703
 DF8703  VERT ORDER      -  SECOND    CLASS I
 DF8703
 DF8703  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DF8703  Standards:
 DF8703         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DF8703            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DF8703  -------------------------------------------------------------------
 DF8703  NETWORK    0.37   0.45           0.17   0.13   0.23      0.00776905
 DF8703  -------------------------------------------------------------------
 DF8703  Click here for local accuracies and other accuracy information.
 DF8703
 DF8703.The horizontal coordinates were established by GPS observations
 DF8703.and adjusted by the National Geodetic Survey in June 2012.
 DF8703
 DF8703.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DF8703.been affixed to the stable North American tectonic plate. See 
 DF8703.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DF8703
 DF8703.The horizontal coordinates are valid at the epoch date displayed above
 DF8703.which is a decimal equivalence of Year/Month/Day.
 DF8703
 DF8703.The orthometric height was determined by differential leveling and
 DF8703.adjusted by the NATIONAL GEODETIC SURVEY
 DF8703.in October 2012.
 DF8703
 DF8703.No vertical observational check was made to the station.
 DF8703
 DF8703.Significant digits in the geoid height do not necessarily reflect accuracy.
 DF8703.GEOID18 height accuracy estimate available here.
 DF8703
 DF8703.Click photographs - Photos may exist for this station.
 DF8703
 DF8703.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DF8703
 DF8703.The Laplace correction was computed from DEFLEC18 derived deflections.
 DF8703
 DF8703.The ellipsoidal height was determined by GPS observations
 DF8703.and is referenced to NAD 83.
 DF8703
 DF8703.The dynamic height is computed by dividing the NAVD 88
 DF8703.geopotential number by the normal gravity value computed on the
 DF8703.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DF8703.degrees latitude (g = 980.6199 gals.).
 DF8703
 DF8703.The modeled gravity was interpolated from observed gravity values.
 DF8703
 DF8703. The following values were computed from the NAD 83(2011) position.
 DF8703
 DF8703;                    North         East     Units Scale Factor Converg.
 DF8703;SPC MN C     -   192,901.927   874,068.413   MT  0.99996033   +0 41 22.7
 DF8703;SPC MN C     -   632,879.07  2,867,672.78   sFT  0.99996033   +0 41 22.7
 DF8703;UTM  15      - 5,075,406.985   476,960.330   MT  0.99960653   -0 12 46.0
 DF8703
 DF8703!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF8703!SPC MN C     -   0.99995677  x   0.99996033  =   0.99991710
 DF8703!UTM  15      -   0.99995677  x   0.99960653  =   0.99956331
 DF8703
 DF8703_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL7696075406(NAD 83)
 DF8703
 DF8703                          SUPERSEDED SURVEY CONTROL
 DF8703
 DF8703  NAD 83(2007)-  45 49 54.62929(N)    093 17 47.93589(W) AD(2002.00) 0
 DF8703  ELLIP H (02/10/07)  275.803  (m)                       GP(2002.00)    
 DF8703  NAD 83(1996)-  45 49 54.62907(N)    093 17 47.93545(W) AD(       ) 1
 DF8703  ELLIP H (10/22/03)  275.839  (m)                       GP(       ) 3 2
 DF8703  NAVD 88             303.69   (m)          996.4    (f) LEVELING    3  
 DF8703  NAVD 88 (10/22/03)  303.7    (m)  GEOID99  model used  GPS OBS        
 DF8703
 DF8703.Superseded values are not recommended for survey control.
 DF8703
 DF8703.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF8703.See file dsdata.pdf to determine how the superseded data were derived.
 DF8703
 DF8703_MARKER: DD = SURVEY DISK
 DF8703_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF8703_STAMPING: 12 12
 DF8703_MARK LOGO: MN-065
 DF8703_PROJECTION: FLUSH
 DF8703_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DF8703_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DF8703+STABILITY: SURFACE MOTION
 DF8703_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF8703+SATELLITE: SATELLITE OBSERVATIONS - June 24, 2024
 DF8703
 DF8703  HISTORY     - Date     Condition        Report By
 DF8703  HISTORY     - 20011102 MONUMENTED       MN-065
 DF8703  HISTORY     - 20100506 GOOD             MNDT
 DF8703  HISTORY     - 20131127 GOOD             MNDT
 DF8703  HISTORY     - 20170518 GOOD             MNDT
 DF8703  HISTORY     - 20200511 GOOD             MNDT
 DF8703  HISTORY     - 20240624 GOOD             MNDT
 DF8703
 DF8703                          STATION DESCRIPTION
 DF8703
 DF8703'DESCRIBED BY KANABEC COUNTY MINNESOTA 2001 (MPP)
 DF8703'2 MI (3.2 KM) SOUTH OF MORA, 2.9 MI (4.7 KM) NORTH OF JCT OF TH 65 AND
 DF8703'TH 70 IN BRUNSWICK, AT TH 65 MP 61.8, 62 FT (18.9 M) EAST OF TH 65, 35
 DF8703'FT (10.7 M) SOUTH OF DRIVEWAY, 18 FT (5.5 M) WEST OF P-POLE, 2 FT (0.6
 DF8703'M) SOUTH OF WIT POST, FLUSH, MAGNETIC.
 DF8703
 DF8703                          STATION RECOVERY (2010)
 DF8703
 DF8703'RECOVERY NOTE BY MN DEPT OF TRANSP 2010 (KMS)
 DF8703'THE MARK WAS RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.
 DF8703'THE MARK IS 3.0 MILES NORTH OF BRUNSWICK, 2.9 MILES NORTH ALONG TRUNK
 DF8703'HIGHWAY 65 FROM JUNCTION OF TRUNK HIGHWAY 65 AND TRUNK HIGHWAY 70 IN
 DF8703'BRUNSWICK, AT TRUNK HIGHWAY 65 MILEPOINT 61.80, 35.0 FEET SOUTH OF
 DF8703'DRIVEWAY, 62 FEET EAST OF THE CENTERLINE OF INTERSECTION OF TRUNK
 DF8703'HIGHWAY 65, 18.0 FEET WEST OF POWER POLE, 2.0 FEET SOUTH OF WITNESS
 DF8703'POST.
 DF8703
 DF8703                          STATION RECOVERY (2013)
 DF8703
 DF8703'RECOVERY NOTE BY MN DEPT OF TRANSP 2013 (WJN)
 DF8703'RECOVERED IN GOOD CONDITION.
 DF8703
 DF8703                          STATION RECOVERY (2017)
 DF8703
 DF8703'RECOVERY NOTE BY MN DEPT OF TRANSP 2017 (KMS)
 DF8703'RECOVERED AS DESCRIBED.
 DF8703
 DF8703                          STATION RECOVERY (2020)
 DF8703
 DF8703'RECOVERY NOTE BY MN DEPT OF TRANSP 2020 (TJD)
 DF8703'RECOVERED IN GOOD CONDITION.
 DF8703
 DF8703                          STATION RECOVERY (2024)
 DF8703
 DF8703'RECOVERY NOTE BY MN DEPT OF TRANSP 2024 (AXW)
 DF8703'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 QP1694 ***********************************************************************
 QP1694  DESIGNATION -  12 2
 QP1694  PID         -  QP1694
 QP1694  STATE/COUNTY-  MN/KANDIYOHI
 QP1694  COUNTRY     -  US
 QP1694  USGS QUAD   -  SOLOMON LAKE (2019)
 QP1694
 QP1694                         *CURRENT SURVEY CONTROL
 QP1694  ______________________________________________________________________
 QP1694* NAD 83(1986) POSITION- 45 07 57.72   (N) 095 00 06.87   (W)   HD_HELD1
 QP1694* NAVD 88 ORTHO HEIGHT -   355.537 (meters)     1166.46  (feet) ADJUSTED
 QP1694  ______________________________________________________________________
 QP1694  GEOID HEIGHT    -        -26.800 (meters)                     GEOID18
 QP1694  DYNAMIC HEIGHT  -        355.510 (meters)     1166.37  (feet) COMP
 QP1694  MODELED GRAVITY -    980,530.0   (mgal)                       NAVD 88
 QP1694
 QP1694  VERT ORDER      -  SECOND    CLASS I
 QP1694
 QP1694.The horizontal coordinates were determined by differentially corrected
 QP1694.hand held GPS observations or other comparable positioning techniques
 QP1694.and have an estimated accuracy of +/- 3 meters.
 QP1694
 QP1694.The orthometric height was determined by differential leveling and
 QP1694.adjusted by the NATIONAL GEODETIC SURVEY
 QP1694.in February 2018.
 QP1694
 QP1694.Significant digits in the geoid height do not necessarily reflect accuracy.
 QP1694.GEOID18 height accuracy estimate available here.
 QP1694
 QP1694.Click photographs - Photos may exist for this station.
 QP1694
 QP1694.The dynamic height is computed by dividing the NAVD 88
 QP1694.geopotential number by the normal gravity value computed on the
 QP1694.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QP1694.degrees latitude (g = 980.6199 gals.).
 QP1694
 QP1694.The modeled gravity was interpolated from observed gravity values.
 QP1694
 QP1694;                    North         East    Units  Estimated Accuracy
 QP1694;SPC MN S     -   337,456.7     721,188.6     MT  (+/- 3 meters HH1 GPS) 
 QP1694
 QP1694_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUK4258399641(NAD 83)
 QP1694
 QP1694                          SUPERSEDED SURVEY CONTROL
 QP1694
 QP1694  NAVD 88 (12/23/13)  355.600  (m)         1166.66   (f) SUPERSEDED  2 1
 QP1694  NAVD 88 (06/15/91)  355.528  (m)         1166.43   (f) SUPERSEDED  2 2
 QP1694
 QP1694.Superseded values are not recommended for survey control.
 QP1694
 QP1694.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QP1694.See file dsdata.pdf to determine how the superseded data were derived.
 QP1694
 QP1694_MARKER: DB = BENCH MARK DISK
 QP1694_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 QP1694_STAMPING: 12-2 1981
 QP1694_MARK LOGO: MNHD
 QP1694_PROJECTION: FLUSH
 QP1694_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 QP1694_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QP1694_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QP1694+SATELLITE: SATELLITE OBSERVATIONS - April 25, 2016
 QP1694
 QP1694  HISTORY     - Date     Condition        Report By
 QP1694  HISTORY     - 19810401 MONUMENTED       MNDT
 QP1694  HISTORY     - 20080929 GOOD             MNDT
 QP1694  HISTORY     - 20160425 GOOD             MNDT
 QP1694
 QP1694                          STATION DESCRIPTION
 QP1694
 QP1694'DESCRIBED BY MN DEPT OF TRANSP 1981
 QP1694'IN WILLMAR.
 QP1694'THE MARK IS LOCATED 0.5 MILE NORTH ALONG COUNTY ROAD 9 FROM ITS
 QP1694'JUNCTION WITH TRUNK HIGHWAY 12 NEAR THE EAST SIDE OF WILLMAR AND IS
 QP1694'NEAR THE EAST 1/4 CORNER OF SECTION 12, T119N, R35W.  THE MARK IS
 QP1694'89.8 FEET SOUTH OF POWER POLE NUMBER 6 D 87, 48 FEET WEST OF AND 5
 QP1694'FEET LOWER THAN THE CENTER OF COUNTY ROAD 9 AND 0.3 FOOT EAST OF A
 QP1694'STEEL WITNESS POST.  THE MARK, A STANDARD MNHD BENCH MARK DISK
 QP1694'STAMPED---12-2 1981---, IS SET IN THE TOP OF A MAGNETIC CONCRETE POST
 QP1694'THAT IS FLUSH WITH THE GROUND.
 QP1694
 QP1694                          STATION RECOVERY (2008)
 QP1694
 QP1694'RECOVERY NOTE BY MN DEPT OF TRANSP 2008 (MPP)
 QP1694'THE MARK IS 1.61 MI (2.6 KM) NORTHEAST OF WILLMAR.
 QP1694'
 QP1694'TO REACH THE MARK GO 1.5 MI (2.4 KM) EAST ALONG TRUNK HIGHWAY 12 FROM
 QP1694'THE JUNCTION OF TRUNK HIGHWAY 12 AND LITCHFIELD AVENUE EAST IN
 QP1694'WILLMAR.
 QP1694'
 QP1694'IT IS 0.6 MI (1.0 KM) NORTH ON COUNTY ROAD 9 NORTHEAST 48 FT (14.6 M)
 QP1694'WEST OF COUNTY ROAD 9 NORTHEAST, 89.8 FT (27.4 M) SOUTH OF POWER POLE
 QP1694'6D87, 3.2 FT (1.0 M) NORTHEAST OF RIGHT-OF-WAY POST, 0.3 FT (9 CM)
 QP1694'EAST OF A WITNESS POST.
 QP1694
 QP1694                          STATION RECOVERY (2016)
 QP1694
 QP1694'RECOVERY NOTE BY MN DEPT OF TRANSP 2016 (JL)
 QP1694'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DM8089 ***********************************************************************
 DM8089  HT_MOD      -  This is a Height Modernization Survey Station.
 DM8089  DESIGNATION -  12 57 RM
 DM8089  PID         -  DM8089
 DM8089  STATE/COUNTY-  MN/ITASCA
 DM8089  COUNTRY     -  US
 DM8089  USGS QUAD   -  WILDWOOD SE (2019)
 DM8089
 DM8089                         *CURRENT SURVEY CONTROL
 DM8089  ______________________________________________________________________
 DM8089* NAD 83(2011) POSITION- 47 46 04.40715(N) 093 51 42.13036(W)   ADJUSTED
 DM8089* NAD 83(2011) ELLIP HT-   376.413 (meters)        (06/27/12)   ADJUSTED
 DM8089* NAD 83(2011) EPOCH   -  2010.00
 DM8089* NAVD 88 ORTHO HEIGHT -   405.28  (meters)     1329.7   (feet) GPS OBS
 DM8089  ______________________________________________________________________
 DM8089  NAVD 88 orthometric height was determined with geoid model    GEOID09
 DM8089  GEOID HEIGHT    -        -28.846 (meters)                     GEOID09
 DM8089  GEOID HEIGHT    -        -28.872 (meters)                     GEOID18
 DM8089  NAD 83(2011) X  -   -289,269.155 (meters)                     COMP
 DM8089  NAD 83(2011) Y  - -4,285,362.700 (meters)                     COMP
 DM8089  NAD 83(2011) Z  -  4,699,847.472 (meters)                     COMP
 DM8089  LAPLACE CORR    -         -5.09  (seconds)                    DEFLEC18
 DM8089
 DM8089  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DM8089  Standards:
 DM8089         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DM8089            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DM8089  -------------------------------------------------------------------
 DM8089  NETWORK    0.32   0.41           0.15   0.10   0.21     -0.08187502
 DM8089  -------------------------------------------------------------------
 DM8089  Click here for local accuracies and other accuracy information.
 DM8089
 DM8089.The horizontal coordinates were established by GPS observations
 DM8089.and adjusted by the National Geodetic Survey in June 2012.
 DM8089
 DM8089.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DM8089.been affixed to the stable North American tectonic plate. See 
 DM8089.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DM8089
 DM8089.The horizontal coordinates are valid at the epoch date displayed above
 DM8089.which is a decimal equivalence of Year/Month/Day.
 DM8089
 DM8089.The orthometric height was determined by GPS observations and a
 DM8089.high-resolution geoid model using precise GPS observation and
 DM8089.processing techniques.
 DM8089
 DM8089.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM8089.GEOID18 height accuracy estimate available here.
 DM8089
 DM8089.Click photographs - Photos may exist for this station.
 DM8089
 DM8089.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DM8089
 DM8089.The Laplace correction was computed from DEFLEC18 derived deflections.
 DM8089
 DM8089.The ellipsoidal height was determined by GPS observations
 DM8089.and is referenced to NAD 83.
 DM8089
 DM8089. The following values were computed from the NAD 83(2011) position.
 DM8089
 DM8089;                    North         East     Units Scale Factor Converg.
 DM8089;SPC MN N     -   241,236.703   742,909.584   MT  0.99990351   -0 33 52.5
 DM8089;SPC MN N     -   791,457.42  2,437,362.53   sFT  0.99990351   -0 33 52.5
 DM8089;UTM  15      - 5,290,862.294   435,433.271   MT  0.99965123   -0 38 17.0
 DM8089
 DM8089!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DM8089!SPC MN N     -   0.99994101  x   0.99990351  =   0.99984452
 DM8089!UTM  15      -   0.99994101  x   0.99965123  =   0.99959226
 DM8089
 DM8089_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVN3543390862(NAD 83)
 DM8089
 DM8089                          SUPERSEDED SURVEY CONTROL
 DM8089
 DM8089  NAD 83(2007)-  47 46 04.40716(N)    093 51 42.13098(W) AD(2002.00) 1
 DM8089  ELLIP H (06/13/11)  376.444  (m)                       GP(2002.00) 4 1
 DM8089
 DM8089.Superseded values are not recommended for survey control.
 DM8089
 DM8089.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DM8089.See file dsdata.pdf to determine how the superseded data were derived.
 DM8089
 DM8089_MARKER: DR = REFERENCE MARK DISK
 DM8089_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 DM8089_STAMPING: 12 57
 DM8089_MARK LOGO: USGS
 DM8089_PROJECTION: PROJECTING 15 CENTIMETERS
 DM8089_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DM8089_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DM8089_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DM8089+SATELLITE: SATELLITE OBSERVATIONS - November 03, 2021
 DM8089
 DM8089  HISTORY     - Date     Condition        Report By
 DM8089  HISTORY     - 19291031 MONUMENTED       USGS
 DM8089  HISTORY     - 20091116 GOOD             MNDT
 DM8089  HISTORY     - 20211103 GOOD             MNDT
 DM8089
 DM8089                          STATION DESCRIPTION
 DM8089
 DM8089'DESCRIBED BY MN DEPT OF TRANSP 2009 (GTC)
 DM8089'THE MARK WAS RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.
 DM8089'THE MARK IS 10.0 MILES WEST OF BIG FORK, 4.4 MILES WEST ALONG COUNTY
 DM8089'ROAD 14 FROM JUNCTION OF COUNTY ROAD 14 AND TRUNK HIGHWAY 6, THEN 0.4
 DM8089'MILE NORTH ON BOGGIE ROAD, 18 FEET NORTHEAST OF TEE INTERSECTION, 0.5
 DM8089'FOOT NORTH OF WITNESS POST.
 DM8089
 DM8089                          STATION RECOVERY (2021)
 DM8089
 DM8089'RECOVERY NOTE BY MN DEPT OF TRANSP 2021 (KMS)
 DM8089'10.0 MI (16.1 KM) WEST OF BIGFORK, 4.4 MI (7.1 KM) WEST ALONG COUNTY
 DM8089'ROAD 14 FROM THE JUNCTION OF COUNTY ROAD 14 AND TRUNK HIGHWAY 6, THEN
 DM8089'0.4 MI (0.6 KM) NORTH ON BOGGIE ROAD, 19.5 FT (5.9 M) NORTH OF CREEK
 DM8089'14 ROAD, 2.0 FT (0.6 M) WEST OF COUNTY ROAD 618 (BOGGIE ROAD)
 DM8089'EXTENDED, 1.0 FT (0.3 M) NORTHWEST OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 QO0164 ***********************************************************************
 QO0164  DESIGNATION -  12 ADP
 QO0164  PID         -  QO0164
 QO0164  STATE/COUNTY-  MN/CHISAGO
 QO0164  COUNTRY     -  US
 QO0164  USGS QUAD   -  LINDSTROM (2019)
 QO0164
 QO0164                         *CURRENT SURVEY CONTROL
 QO0164  ______________________________________________________________________
 QO0164* NAD 83(1986) POSITION- 45 22 56.42   (N) 092 46 18.43   (W)   HD_HELD1
 QO0164* NAVD 88 ORTHO HEIGHT -   288.208 (meters)      945.56  (feet) ADJUSTED
 QO0164  ______________________________________________________________________
 QO0164  GEOID HEIGHT    -        -27.559 (meters)                     GEOID18
 QO0164  DYNAMIC HEIGHT  -        288.213 (meters)      945.58  (feet) COMP
 QO0164  MODELED GRAVITY -    980,622.8   (mgal)                       NAVD 88
 QO0164
 QO0164  VERT ORDER      -  SECOND    CLASS I
 QO0164
 QO0164.The horizontal coordinates were determined by differentially corrected
 QO0164.hand held GPS observations or other comparable positioning techniques
 QO0164.and have an estimated accuracy of +/- 3 meters.
 QO0164
 QO0164.The orthometric height was determined by differential leveling and
 QO0164.adjusted by the NATIONAL GEODETIC SURVEY
 QO0164.in June 1991.
 QO0164
 QO0164.Significant digits in the geoid height do not necessarily reflect accuracy.
 QO0164.GEOID18 height accuracy estimate available here.
 QO0164
 QO0164.Click photographs - Photos may exist for this station.
 QO0164
 QO0164.The dynamic height is computed by dividing the NAVD 88
 QO0164.geopotential number by the normal gravity value computed on the
 QO0164.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QO0164.degrees latitude (g = 980.6199 gals.).
 QO0164
 QO0164.The modeled gravity was interpolated from observed gravity values.
 QO0164
 QO0164;                    North         East    Units  Estimated Accuracy
 QO0164;SPC MN C     -   143,577.0     915,774.8     MT  (+/- 3 meters HH1 GPS) 
 QO0164
 QO0164_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWL1786625450(NAD 83)
 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
 QO0164.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QO0164.See file dsdata.pdf to determine how the superseded data were derived.
 QO0164
 QO0164_MARKER: DB = BENCH MARK DISK
 QO0164_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QO0164_STAMPING: 12 ADP 1954
 QO0164_MARK LOGO: USGS
 QO0164_PROJECTION: RECESSED 5 CENTIMETERS
 QO0164_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 QO0164_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QO0164+STABILITY: SURFACE MOTION
 QO0164_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 QO0164+SATELLITE: SATELLITE OBSERVATIONS - October 07, 2014
 QO0164
 QO0164  HISTORY     - Date     Condition        Report By
 QO0164  HISTORY     - 1954     MONUMENTED       USGS
 QO0164  HISTORY     - 1975     GOOD             MNDT
 QO0164  HISTORY     - 20031204 GOOD             MNDT
 QO0164  HISTORY     - 20070620 GOOD             MNDT
 QO0164  HISTORY     - 20141007 GOOD             MNDT
 QO0164
 QO0164                          STATION DESCRIPTION
 QO0164
 QO0164'DESCRIBED BY MN DEPT OF TRANSP 1975
 QO0164'2.3 MI ESE FROM CENTER CITY.
 QO0164'2.5 MILES SOUTHEAST ALONG TH 8 FROM THE JUNCTION OF TH 8 AND COUNTY
 QO0164'ROAD 9 (NORTH) IN CENTER CITY AND 1.1 MILES WEST ALONG TH 8 FROM THE
 QO0164'JUNCTION OF TH 8 AND COUNTY ROAD 21 IN SHAFER.  IT IS 64.6 FEET SOUTH
 QO0164'OF, AND 2 FEET HIGHER THAN THE CENTERLINE OF TH 8 AT MILEPOINT 15.5,
 QO0164'65.1 FEET EAST-SOUTHEAST OF A POWER POLE, 46.5 FEET EAST OF BURIED
 QO0164'CABLE MARKER NUMBER 13 AND 3.5 FEET NORTH OF A TELEPHONE POLE.  IT IS
 QO0164'A BENCH MARK DISK IN A MAGNETIC CONCRETE MONUMENT SET FLUSH WITH THE
 QO0164'GROUND AND 0.6 FEET NORTH OF A STEEL WITNESS POST.  NW 1/4, SEC 6, T
 QO0164'33N, R 19W.
 QO0164
 QO0164                          STATION RECOVERY (2003)
 QO0164
 QO0164'RECOVERY NOTE BY MN DEPT OF TRANSP 2003 (MPP)
 QO0164'2.3 MI (3.7 KM) EAST-SOUTHEAST FROM CENTER CITY, 2.5 MI (4.0 KM)
 QO0164'SOUTHEAST ALONG TRUNK HIGHWAY 8 FROM THE JUNCTION OF COUNTY ROAD 9
 QO0164'(NORTH) AND TRUNK HIGHWAY 8 IN CENTER CITY, AT TRUNK HIGHWAY 8 MILE
 QO0164'POINT 15.5, 1.1 MI (1.8 KM) WEST ALONG TRUNK HIGHWAY 8 FROM THE
 QO0164'JUNCTION OF TRUNK HIGHWAY 8 AND COUNTY ROAD 21 IN SHAFER, 64.6 FT
 QO0164'(19.7 M) SOUTH OF TRUNK HIGHWAY 8, 65.1 FT (19.8 M) EAST-SOUTHEAST OF
 QO0164'POWER POLE, 46.5 FT (14.2 M) EAST OF CABLE MARKER, 3.5 FT (1.1 M)
 QO0164'NORTH OF TELEPHONE POLE, 0.6 FT (18 CM) NORTH OF A WITNESS POST
 QO0164
 QO0164                          STATION RECOVERY (2007)
 QO0164
 QO0164'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (JJB)
 QO0164'2.3 MILES EAST-SOUTHEAST FROM CENTER CITY, 2.5 MILES SOUTHEAST ALONG
 QO0164'TRUNK HIGHWAY 8 FROM THE JUNCTION OF COUNTY ROAD 9 (NORTH) AND TRUNK
 QO0164'HIGHWAY 8 IN CENTER CITY, AT TRUNK HIGHWAY 8 MILEPOINT 15.5, 1.1 MILES
 QO0164'WEST ALONG TRUNK HIGHWAY 8 FROM THE JUNCTION OF TRUNK HIGHWAY 8 AND
 QO0164'COUNTY ROAD 21 IN SHAFER, 64.6 FEET SOUTH OF TRUNK HIGHWAY 8, 65.1
 QO0164'FEET EAST-SOUTHEAST OF POWER POLE, 0.6 FEET NORTH OF WITNESS POST.
 QO0164
 QO0164                          STATION RECOVERY (2014)
 QO0164
 QO0164'RECOVERY NOTE BY MN DEPT OF TRANSP 2014 (KMS)
 QO0164'RECOVERED IN GOOD CONDITION.
 QO0164'
 QO0164'NOTE-ADD-THE STATION IS LOCATED ABOUT 10.5 MI (16.9 KM) EAST OF STACY,
 QO0164'9.0 MI (14.5 KM) NORTH OF SCANDIA AND 3.7 MI (6.0 KM) EAST OF
 QO0164'LINDSTROM.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DQ6551 ***********************************************************************
 DQ6551  DESIGNATION -  12 BM
 DQ6551  PID         -  DQ6551
 DQ6551  STATE/COUNTY-  MN/HOUSTON
 DQ6551  COUNTRY     -  US
 DQ6551  USGS QUAD   -  MOUND PRAIRIE (2019)
 DQ6551
 DQ6551                         *CURRENT SURVEY CONTROL
 DQ6551  ______________________________________________________________________
 DQ6551* NAD 83(1986) POSITION- 43 46 10.09   (N) 091 26 51.23   (W)   HD_HELD1
 DQ6551* NAVD 88 ORTHO HEIGHT -   204.040 (meters)      669.42  (feet) ADJUSTED
 DQ6551  ______________________________________________________________________
 DQ6551  GEOID HEIGHT    -        -31.037 (meters)                     GEOID18
 DQ6551  DYNAMIC HEIGHT  -        204.005 (meters)      669.31  (feet) COMP
 DQ6551  MODELED GRAVITY -    980,443.6   (mgal)                       NAVD 88
 DQ6551
 DQ6551  VERT ORDER      -  SECOND    CLASS I
 DQ6551
 DQ6551.The horizontal coordinates were determined by differentially corrected
 DQ6551.hand held GPS observations or other comparable positioning techniques
 DQ6551.and have an estimated accuracy of +/- 3 meters.
 DQ6551
 DQ6551.The orthometric height was determined by differential leveling and
 DQ6551.adjusted by the NATIONAL GEODETIC SURVEY
 DQ6551.in May 2019.
 DQ6551
 DQ6551.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ6551.GEOID18 height accuracy estimate available here.
 DQ6551
 DQ6551.Click photographs - Photos may exist for this station.
 DQ6551
 DQ6551.The dynamic height is computed by dividing the NAVD 88
 DQ6551.geopotential number by the normal gravity value computed on the
 DQ6551.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ6551.degrees latitude (g = 980.6199 gals.).
 DQ6551
 DQ6551.The modeled gravity was interpolated from observed gravity values.
 DQ6551
 DQ6551;                    North         East    Units  Estimated Accuracy
 DQ6551;SPC MN S     -   188,706.6   1,005,479.4     MT  (+/- 3 meters HH1 GPS) 
 DQ6551
 DQ6551_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXJ2494647439(NAD 83)
 DQ6551
 DQ6551                          SUPERSEDED SURVEY CONTROL
 DQ6551
 DQ6551.No superseded survey control is available for this station.
 DQ6551
 DQ6551_MARKER: DV = VERTICAL CONTROL DISK
 DQ6551_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DQ6551_SP_SET: BRIDGE ABUTMENT
 DQ6551_STAMPING: 12 BM 2003
 DQ6551_MARK LOGO: MNHD
 DQ6551_MAGNETIC: N = NO MAGNETIC MATERIAL
 DQ6551_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ6551_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DQ6551+SATELLITE: SATELLITE OBSERVATIONS - November 30, 2016
 DQ6551
 DQ6551  HISTORY     - Date     Condition        Report By
 DQ6551  HISTORY     - 20030401 MONUMENTED       MNHD
 DQ6551  HISTORY     - 20161130 GOOD             MNDT
 DQ6551
 DQ6551                          STATION DESCRIPTION
 DQ6551
 DQ6551'DESCRIBED BY MN DEPT OF TRANSP 2016 (DAS)
 DQ6551'THE MARK IS LOCATED ABOUT 6.2 MI (10.0 KM) EAST OF HOUSTON.
 DQ6551'
 DQ6551'TO REACH THE MARK IN BRIDGE ABUTMENT IN SOUTHEAST CORNER OF COUNTY
 DQ6551'ROAD 25 BRIDGE NUMBER 28523 OVER MOUND PRAIRIE CREEK, 5.5 MI (8.8 KM)
 DQ6551'EAST ALONG TRUNK HIGHWAY 16 FROM THE EAST JUNCTION OF TRUNK HIGHWAY 16
 DQ6551'AND TRUNK HIGHWAY 76 ON THE EAST SIDE OF HOUSTON TO TRUNK HIGHWAY 16
 DQ6551'MILE POINT 277.05.
 DQ6551'
 DQ6551'THE MARK IS LOCATED 0.4 MI (0.6 KM) NORTH ON COUNTY ROAD 25.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 RN0450 ***********************************************************************
 RN0450  DESIGNATION -  12 BOLT
 RN0450  PID         -  RN0450
 RN0450  STATE/COUNTY-  MN/PINE
 RN0450  COUNTRY     -  US
 RN0450  USGS QUAD   -  WILLOW RIVER (2019)
 RN0450
 RN0450                         *CURRENT SURVEY CONTROL
 RN0450  ______________________________________________________________________
 RN0450* NAD 83(1986) POSITION- 46 19 01.     (N) 092 50 43.     (W)   SCALED
 RN0450* NAVD 88 ORTHO HEIGHT -   313.033 (meters)     1027.01  (feet) ADJUSTED
 RN0450  ______________________________________________________________________
 RN0450  GEOID HEIGHT    -        -27.803 (meters)                     GEOID18
 RN0450  DYNAMIC HEIGHT  -        313.042 (meters)     1027.04  (feet) COMP
 RN0450  MODELED GRAVITY -    980,634.2   (mgal)                       NAVD 88
 RN0450
 RN0450  VERT ORDER      -  SECOND    CLASS 0
 RN0450
 RN0450.The horizontal coordinates were scaled from a map and have
 RN0450.an estimated accuracy of +/- 6 seconds.
 RN0450
 RN0450.The orthometric height was determined by differential leveling and
 RN0450.adjusted by the NATIONAL GEODETIC SURVEY
 RN0450.in June 1991.
 RN0450
 RN0450.Significant digits in the geoid height do not necessarily reflect accuracy.
 RN0450.GEOID18 height accuracy estimate available here.
 RN0450
 RN0450.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWM119292(NAD 83)
 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
 RN0450.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RN0450.See file dsdata.pdf to determine how the superseded data were derived.
 RN0450
 RN0450_MARKER: B = BOLT
 RN0450_SETTING: 21 = SET IN CONCRETE IN A CLAY TILE PIPE
 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       MRC
 RN0450  HISTORY     - 1971     GOOD             MNHD
 RN0450  HISTORY     - 20081012 MARK NOT FOUND   MNDT
 RN0450
 RN0450                          STATION DESCRIPTION
 RN0450
 RN0450'DESCRIBED BY MN HIGHWAY DEPT 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, T44N, R20W.
 RN0450
 RN0450                          STATION RECOVERY (2008)
 RN0450
 RN0450'RECOVERY NOTE BY MN DEPT OF TRANSP 2008 (VWE)
 RN0450'THE MARK WAS NOT RECOVERED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 RN0449 ***********************************************************************
 RN0449  DESIGNATION -  12 CAP
 RN0449  PID         -  RN0449
 RN0449  STATE/COUNTY-  MN/PINE
 RN0449  COUNTRY     -  US
 RN0449  USGS QUAD   -  WILLOW RIVER (2019)
 RN0449
 RN0449                         *CURRENT SURVEY CONTROL
 RN0449  ______________________________________________________________________
 RN0449* NAD 83(1986) POSITION- 46 19 01.62   (N) 092 50 42.28   (W)   HD_HELD1
 RN0449* NAVD 88 ORTHO HEIGHT -   314.250 (meters)     1031.00  (feet) ADJUSTED
 RN0449  ______________________________________________________________________
 RN0449  GEOID HEIGHT    -        -27.804 (meters)                     GEOID18
 RN0449  DYNAMIC HEIGHT  -        314.259 (meters)     1031.03  (feet) COMP
 RN0449  MODELED GRAVITY -    980,634.2   (mgal)                       NAVD 88
 RN0449
 RN0449  VERT ORDER      -  SECOND    CLASS 0
 RN0449
 RN0449.The horizontal coordinates were determined by differentially corrected
 RN0449.hand held GPS observations or other comparable positioning techniques
 RN0449.and have an estimated accuracy of +/- 3 meters.
 RN0449
 RN0449.The orthometric height was determined by differential leveling and
 RN0449.adjusted by the NATIONAL GEODETIC SURVEY
 RN0449.in June 1991.
 RN0449
 RN0449.Significant digits in the geoid height do not necessarily reflect accuracy.
 RN0449.GEOID18 height accuracy estimate available here.
 RN0449
 RN0449.Click photographs - Photos may exist for this station.
 RN0449
 RN0449.The dynamic height is computed by dividing the NAVD 88
 RN0449.geopotential number by the normal gravity value computed on the
 RN0449.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RN0449.degrees latitude (g = 980.6199 gals.).
 RN0449
 RN0449.The modeled gravity was interpolated from observed gravity values.
 RN0449
 RN0449;                    North         East    Units  Estimated Accuracy
 RN0449;SPC MN C     -   247,351.9     908,192.4     MT  (+/- 3 meters HH1 GPS) 
 RN0449
 RN0449_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWM1192729293(NAD 83)
 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
 RN0449.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RN0449.See file dsdata.pdf to determine how the superseded data were derived.
 RN0449
 RN0449_MARKER: C = CAP OF CAP-AND-BOLT PAIR
 RN0449_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 RN0449_STAMPING: PBM 12 MRC
 RN0449_MARK LOGO: MRC
 RN0449_PROJECTION: PROJECTING
 RN0449_MAGNETIC: P = MARKER IS A STEEL PIPE
 RN0449_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RN0449_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 RN0449+SATELLITE: SATELLITE OBSERVATIONS - January 22, 2008
 RN0449
 RN0449  HISTORY     - Date     Condition        Report By
 RN0449  HISTORY     - UNK      MONUMENTED       MRC
 RN0449  HISTORY     - 1971     GOOD             MNHD
 RN0449  HISTORY     - 20080122 GOOD             MNDT
 RN0449
 RN0449                          STATION DESCRIPTION
 RN0449
 RN0449'DESCRIBED BY MN HIGHWAY DEPT 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, T44N, R20W.
 RN0449
 RN0449                          STATION RECOVERY (2008)
 RN0449
 RN0449'RECOVERY NOTE BY MN DEPT OF TRANSP 2008 (DAS)
 RN0449'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DM8090 ***********************************************************************
 DM8090  HT_MOD      -  This is a Height Modernization Survey Station.
 DM8090  DESIGNATION -  12 CEH
 DM8090  PID         -  DM8090
 DM8090  STATE/COUNTY-  MN/ITASCA
 DM8090  COUNTRY     -  US
 DM8090  USGS QUAD   -  SQUAW LAKE (2019)
 DM8090
 DM8090                         *CURRENT SURVEY CONTROL
 DM8090  ______________________________________________________________________
 DM8090* NAD 83(2011) POSITION- 47 38 37.66380(N) 094 12 11.33694(W)   ADJUSTED
 DM8090* NAD 83(2011) ELLIP HT-   385.362 (meters)        (06/27/12)   ADJUSTED
 DM8090* NAD 83(2011) EPOCH   -  2010.00
 DM8090* NAVD 88 ORTHO HEIGHT -   413.79  (meters)     1357.6   (feet) GPS OBS
 DM8090  ______________________________________________________________________
 DM8090  NAVD 88 orthometric height was determined with geoid model    GEOID09
 DM8090  GEOID HEIGHT    -        -28.391 (meters)                     GEOID09
 DM8090  GEOID HEIGHT    -        -28.428 (meters)                     GEOID18
 DM8090  NAD 83(2011) X  -   -315,550.408 (meters)                     COMP
 DM8090  NAD 83(2011) Y  - -4,293,747.922 (meters)                     COMP
 DM8090  NAD 83(2011) Z  -  4,690,568.692 (meters)                     COMP
 DM8090  LAPLACE CORR    -         -3.77  (seconds)                    DEFLEC18
 DM8090
 DM8090  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DM8090  Standards:
 DM8090         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DM8090            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DM8090  -------------------------------------------------------------------
 DM8090  NETWORK    0.63   0.73           0.29   0.21   0.37     -0.05207524
 DM8090  -------------------------------------------------------------------
 DM8090  Click here for local accuracies and other accuracy information.
 DM8090
 DM8090.The horizontal coordinates were established by GPS observations
 DM8090.and adjusted by the National Geodetic Survey in June 2012.
 DM8090
 DM8090.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DM8090.been affixed to the stable North American tectonic plate. See 
 DM8090.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DM8090
 DM8090.The horizontal coordinates are valid at the epoch date displayed above
 DM8090.which is a decimal equivalence of Year/Month/Day.
 DM8090
 DM8090.The orthometric height was determined by GPS observations and a
 DM8090.high-resolution geoid model using precise GPS observation and
 DM8090.processing techniques.
 DM8090
 DM8090.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM8090.GEOID18 height accuracy estimate available here.
 DM8090
 DM8090.Click photographs - Photos may exist for this station.
 DM8090
 DM8090.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DM8090
 DM8090.The Laplace correction was computed from DEFLEC18 derived deflections.
 DM8090
 DM8090.The ellipsoidal height was determined by GPS observations
 DM8090.and is referenced to NAD 83.
 DM8090
 DM8090. The following values were computed from the NAD 83(2011) position.
 DM8090
 DM8090;                    North         East     Units Scale Factor Converg.
 DM8090;SPC MN N     -   227,750.616   717,122.421   MT  0.99990838   -0 49 03.6
 DM8090;SPC MN N     -   747,211.81  2,352,759.14   sFT  0.99990838   -0 49 03.6
 DM8090;UTM  15      - 5,277,411.980   409,635.018   MT  0.99970035   -0 53 20.9
 DM8090
 DM8090!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DM8090!SPC MN N     -   0.99993960  x   0.99990838  =   0.99984799
 DM8090!UTM  15      -   0.99993960  x   0.99970035  =   0.99963997
 DM8090
 DM8090_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVN0963577411(NAD 83)
 DM8090
 DM8090                          SUPERSEDED SURVEY CONTROL
 DM8090
 DM8090  NAD 83(2007)-  47 38 37.66400(N)    094 12 11.33758(W) AD(2002.00) 1
 DM8090  ELLIP H (06/13/11)  385.399  (m)                       GP(2002.00) 4 1
 DM8090
 DM8090.Superseded values are not recommended for survey control.
 DM8090
 DM8090.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DM8090.See file dsdata.pdf to determine how the superseded data were derived.
 DM8090
 DM8090_MARKER: DD = SURVEY DISK
 DM8090_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 DM8090+WITH SETTING: INFORMATION.
 DM8090_STAMPING: 12 CEH 1971
 DM8090_MARK LOGO: USGS
 DM8090_PROJECTION: FLUSH
 DM8090_MAGNETIC: N = NO MAGNETIC MATERIAL
 DM8090_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DM8090_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DM8090+SATELLITE: SATELLITE OBSERVATIONS - October 02, 2017
 DM8090
 DM8090  HISTORY     - Date     Condition        Report By
 DM8090  HISTORY     - 19710401 MONUMENTED       USGS
 DM8090  HISTORY     - 20091116 GOOD             MNDT
 DM8090  HISTORY     - 20171002 GOOD             MNDT
 DM8090
 DM8090                          STATION DESCRIPTION
 DM8090
 DM8090'DESCRIBED BY MN DEPT OF TRANSP 2009 (GTC)
 DM8090'THE MARK IS 3.0 MILES WEST-NORTHWEST OF SQUAWK LAKE, 35 FEET NORTH AND
 DM8090'35 FEET EAST OF CROSSROADS, 3.5 FEET SOUTHWEST OF WITNESS POST, FROM
 DM8090'
 DM8090'FROM JUNCTION OF COUNTY ROAD 146 AND TRUNK HIGHWAY 46 WEST OF NATURES
 DM8090'LAKE, GO 3 MILES WEST, NORTHWEST THEN NORTH TO COUNTY ROAD 146 WEST.
 DM8090'MARK AT THE CROSSROAD.  ROD DEPTH UNKNOWN.
 DM8090
 DM8090                          STATION RECOVERY (2017)
 DM8090
 DM8090'RECOVERY NOTE BY MN DEPT OF TRANSP 2017 (KMS)
 DM8090'3.0 MI (4.8 KM) WEST-NORTHWEST OF NATURES LAKE, 3.6 MI (5.8 KM) WEST
 DM8090'ALONG COUNTY ROAD 149 FROM THE JUNCTION OF COUNTY ROAD 149 AND TRUNK
 DM8090'HIGHWAY 46, 34.3 FT (10.5 M) EAST OF COUNTY ROAD 149, 34.1 FT (10.4 M)
 DM8090'NORTH OF COUNTY ROAD 149 EXTENDED, 1.0 FT (0.3 M) WEST OF A
 DM8090'WITNESS POST.  THE ROD DEPTH IS UNKNOWN.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 AC8794 ***********************************************************************
 AC8794  DESIGNATION -  12 ES
 AC8794  PID         -  AC8794
 AC8794  STATE/COUNTY-  MN/RICE
 AC8794  COUNTRY     -  US
 AC8794  USGS QUAD   -  LITTLE CHICAGO (2019)
 AC8794
 AC8794                         *CURRENT SURVEY CONTROL
 AC8794  ______________________________________________________________________
 AC8794* NAD 83(1986) POSITION- 44 28 43.50   (N) 093 21 18.13   (W)   HD_HELD1
 AC8794* NAVD 88 ORTHO HEIGHT -   322.854 (meters)     1059.23  (feet) ADJUSTED
 AC8794  ______________________________________________________________________
 AC8794  GEOID HEIGHT    -        -27.836 (meters)                     GEOID18
 AC8794  DYNAMIC HEIGHT  -        322.817 (meters)     1059.11  (feet) COMP
 AC8794  MODELED GRAVITY -    980,495.4   (mgal)                       NAVD 88
 AC8794
 AC8794  VERT ORDER      -  SECOND    CLASS I
 AC8794
 AC8794.The horizontal coordinates were determined by differentially corrected
 AC8794.hand held GPS observations or other comparable positioning techniques
 AC8794.and have an estimated accuracy of +/- 3 meters.
 AC8794
 AC8794.The orthometric height was determined by differential leveling and
 AC8794.adjusted by the NATIONAL GEODETIC SURVEY
 AC8794.in May 2019.
 AC8794
 AC8794.Significant digits in the geoid height do not necessarily reflect accuracy.
 AC8794.GEOID18 height accuracy estimate available here.
 AC8794
 AC8794.Click photographs - Photos may exist for this station.
 AC8794
 AC8794.The dynamic height is computed by dividing the NAVD 88
 AC8794.geopotential number by the normal gravity value computed on the
 AC8794.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC8794.degrees latitude (g = 980.6199 gals.).
 AC8794
 AC8794.The modeled gravity was interpolated from observed gravity values.
 AC8794
 AC8794;                    North         East    Units  Estimated Accuracy
 AC8794;SPC MN S     -   264,508.2     851,307.8     MT  (+/- 3 meters HH1 GPS) 
 AC8794
 AC8794_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK7176525110(NAD 83)
 AC8794
 AC8794                          SUPERSEDED SURVEY CONTROL
 AC8794
 AC8794  NAVD 88 (09/23/97)  322.864  (m)         1059.26   (f) SUPERSEDED  2 1
 AC8794
 AC8794.Superseded values are not recommended for survey control.
 AC8794
 AC8794.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC8794.See file dsdata.pdf to determine how the superseded data were derived.
 AC8794
 AC8794_MARKER: DB = BENCH MARK DISK
 AC8794_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AC8794_STAMPING: 12 ES 1955
 AC8794_MARK LOGO: USGS
 AC8794_PROJECTION: FLUSH
 AC8794_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 AC8794_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AC8794+STABILITY: SURFACE MOTION
 AC8794_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AC8794+SATELLITE: SATELLITE OBSERVATIONS - April 18, 2016
 AC8794
 AC8794  HISTORY     - Date     Condition        Report By
 AC8794  HISTORY     - 19550401 MONUMENTED       USGS
 AC8794  HISTORY     - 20160418 GOOD             MNDT
 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.
 AC8794
 AC8794                          STATION RECOVERY (2016)
 AC8794
 AC8794'RECOVERY NOTE BY MN DEPT OF TRANSP 2016 (KMS)
 AC8794'THE MARK IS LOCATED ABOUT 3.9 MI (6.3 KM) EAST OF LONSDALE.
 AC8794'
 AC8794'TO REACH THE MARK GO 3.6 MI (5.8 KM) EAST ALONG TRUNK HIGHWAY 19 FROM
 AC8794'THE JUNCTION OF TRUNK HIGHWAY 19 AND COUNTY ROAD 33 (MAIN STREET) IN
 AC8794'LONSDALE, AT TRUNK HIGHWAY 19 MILE POINT 166.05.
 AC8794'
 AC8794'THE MARK IS LOCATED 71.0 FT (21.6 M) SOUTH OF TRUNK HIGHWAY 19, 23.0
 AC8794'FT (7.0 M) EAST OF A DRIVEWAY NUMBER 4650, 1.1 FT (0.3 M) EAST OF A
 AC8794'WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DL2322 ***********************************************************************
 DL2322  DESIGNATION -  12 HEH
 DL2322  PID         -  DL2322
 DL2322  STATE/COUNTY-  MN/ROSEAU
 DL2322  COUNTRY     -  US
 DL2322  USGS QUAD   -  BADGER (2019)
 DL2322
 DL2322                         *CURRENT SURVEY CONTROL
 DL2322  ______________________________________________________________________
 DL2322* NAD 83(2011) POSITION- 48 50 00.06736(N) 096 00 27.14473(W)   ADJUSTED
 DL2322* NAD 83(2011) ELLIP HT-   291.736 (meters)        (06/27/12)   ADJUSTED
 DL2322* NAD 83(2011) EPOCH   -  2010.00
 DL2322* NAVD 88 ORTHO HEIGHT -   319.5   (meters)     1048.    (feet) GPS OBS
 DL2322  ______________________________________________________________________
 DL2322  NAVD 88 orthometric height was determined with geoid model    GEOID03
 DL2322  GEOID HEIGHT    -        -27.711 (meters)                     GEOID03
 DL2322  GEOID HEIGHT    -        -27.763 (meters)                     GEOID18
 DL2322  NAD 83(2011) X  -   -440,259.574 (meters)                     COMP
 DL2322  NAD 83(2011) Y  - -4,183,493.933 (meters)                     COMP
 DL2322  NAD 83(2011) Z  -  4,778,599.559 (meters)                     COMP
 DL2322  LAPLACE CORR    -         -2.69  (seconds)                    DEFLEC18
 DL2322
 DL2322  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DL2322  Standards:
 DL2322         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DL2322            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DL2322  -------------------------------------------------------------------
 DL2322  NETWORK    0.41   0.41           0.19   0.14   0.21      0.00794481
 DL2322  -------------------------------------------------------------------
 DL2322  Click here for local accuracies and other accuracy information.
 DL2322
 DL2322.The horizontal coordinates were established by GPS observations
 DL2322.and adjusted by the National Geodetic Survey in June 2012.
 DL2322
 DL2322.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DL2322.been affixed to the stable North American tectonic plate. See 
 DL2322.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DL2322
 DL2322.The horizontal coordinates are valid at the epoch date displayed above
 DL2322.which is a decimal equivalence of Year/Month/Day.
 DL2322
 DL2322.The orthometric height was determined by GPS observations and a
 DL2322.high-resolution geoid model.
 DL2322
 DL2322.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL2322.GEOID18 height accuracy estimate available here.
 DL2322
 DL2322.Click photographs - Photos may exist for this station.
 DL2322
 DL2322.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DL2322
 DL2322.The Laplace correction was computed from DEFLEC18 derived deflections.
 DL2322
 DL2322.The ellipsoidal height was determined by GPS observations
 DL2322.and is referenced to NAD 83.
 DL2322
 DL2322. The following values were computed from the NAD 83(2011) position.
 DL2322
 DL2322;                    North         East     Units Scale Factor Converg.
 DL2322;SPC MN N     -   363,438.994   586,579.779   MT  1.00005504   -2 09 18.5
 DL2322;SPC MN N     - 1,192,382.77  1,924,470.49   sFT  1.00005504   -2 09 18.5
 DL2322;UTM  14      - 5,413,249.319   719,592.114   MT  1.00019244   +2 15 13.0
 DL2322;UTM  15      - 5,413,292.973   279,301.393   MT  1.00019843   -2 15 53.9
 DL2322
 DL2322!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DL2322!SPC MN N     -   0.99995428  x   1.00005504  =   1.00000932
 DL2322!UTM  14      -   0.99995428  x   1.00019244  =   1.00014671
 DL2322!UTM  15      -   0.99995428  x   1.00019843  =   1.00015270
 DL2322
 DL2322_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UQV1959213249(NAD 83)
 DL2322
 DL2322                          SUPERSEDED SURVEY CONTROL
 DL2322
 DL2322  NAD 83(2007)-  48 50 00.06734(N)    096 00 27.14561(W) AD(2002.00) 1
 DL2322  ELLIP H (04/01/09)  291.772  (m)                       GP(2002.00) 4 1
 DL2322
 DL2322.Superseded values are not recommended for survey control.
 DL2322
 DL2322.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL2322.See file dsdata.pdf to determine how the superseded data were derived.
 DL2322
 DL2322_MARKER: DD = SURVEY DISK
 DL2322_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL2322_STAMPING: 12 HEH 1966 1047
 DL2322_MARK LOGO: USGS
 DL2322_PROJECTION: PROJECTING 8 CENTIMETERS
 DL2322_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DL2322_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DL2322+STABILITY: SURFACE MOTION
 DL2322_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL2322+SATELLITE: SATELLITE OBSERVATIONS - October 01, 2009
 DL2322
 DL2322  HISTORY     - Date     Condition        Report By
 DL2322  HISTORY     - 1966     MONUMENTED       USGS
 DL2322  HISTORY     - 20091001 GOOD             MNDT
 DL2322
 DL2322                          STATION DESCRIPTION
 DL2322
 DL2322'DESCRIBED BY MN DEPT OF TRANSP 2009 (DKH)
 DL2322'THE MARK WAS RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.
 DL2322'THE MARK IS 3.5 MILES NORTH AND 0.5 MILE EAST OF BADGER, 2.7 MILES
 DL2322'NORTH ALONG COUNTY ROAD 3 FROM THE JUNCTION OF TRUNK HIGHWAY 11 AND
 DL2322'COUNTY ROAD 3 AT MILEPOINT 58.7, 38 FEET SOUTH OF 300TH STREET, 62
 DL2322'FEET WEST OF COUNTY ROAD 3, AT CROSSROAD, 1.0 FOOT EAST OF WITNESS
 DL2322'POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DM3012 ***********************************************************************
 DM3012  DESIGNATION -  12 JKP
 DM3012  PID         -  DM3012
 DM3012  STATE/COUNTY-  MN/STEVENS
 DM3012  COUNTRY     -  US
 DM3012  USGS QUAD   -  MORRIS (2019)
 DM3012
 DM3012                         *CURRENT SURVEY CONTROL
 DM3012  ______________________________________________________________________
 DM3012* NAD 83(2011) POSITION- 45 34 17.62594(N) 095 59 40.78830(W)   ADJUSTED
 DM3012* NAD 83(2011) ELLIP HT-   315.153 (meters)        (06/27/12)   ADJUSTED
 DM3012* NAD 83(2011) EPOCH   -  2010.00
 DM3012* NAVD 88 ORTHO HEIGHT -   341.392 (meters)     1120.05  (feet) ADJUSTED
 DM3012  ______________________________________________________________________
 DM3012  GEOID HEIGHT    -        -26.252 (meters)                     GEOID18
 DM3012  NAD 83(2011) X  -   -467,107.157 (meters)                     COMP
 DM3012  NAD 83(2011) Y  - -4,448,213.141 (meters)                     COMP
 DM3012  NAD 83(2011) Z  -  4,532,265.504 (meters)                     COMP
 DM3012  LAPLACE CORR    -          0.34  (seconds)                    DEFLEC18
 DM3012  DYNAMIC HEIGHT  -        341.379 (meters)     1120.01  (feet) COMP
 DM3012  MODELED GRAVITY -    980,569.7   (mgal)                       NAVD 88
 DM3012
 DM3012  VERT ORDER      -  SECOND    CLASS I
 DM3012
 DM3012  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DM3012  Standards:
 DM3012         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DM3012            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DM3012  -------------------------------------------------------------------
 DM3012  NETWORK    0.22   0.31           0.10   0.08   0.16      0.05037785
 DM3012  -------------------------------------------------------------------
 DM3012  Click here for local accuracies and other accuracy information.
 DM3012
 DM3012.The horizontal coordinates were established by GPS observations
 DM3012.and adjusted by the National Geodetic Survey in June 2012.
 DM3012
 DM3012.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DM3012.been affixed to the stable North American tectonic plate. See 
 DM3012.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DM3012
 DM3012.The horizontal coordinates are valid at the epoch date displayed above
 DM3012.which is a decimal equivalence of Year/Month/Day.
 DM3012
 DM3012.The orthometric height was determined by differential leveling and
 DM3012.adjusted by the NATIONAL GEODETIC SURVEY
 DM3012.in February 2018.
 DM3012
 DM3012.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM3012.GEOID18 height accuracy estimate available here.
 DM3012
 DM3012.Click photographs - Photos may exist for this station.
 DM3012
 DM3012.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DM3012
 DM3012.The Laplace correction was computed from DEFLEC18 derived deflections.
 DM3012
 DM3012.The ellipsoidal height was determined by GPS observations
 DM3012.and is referenced to NAD 83.
 DM3012
 DM3012.The dynamic height is computed by dividing the NAVD 88
 DM3012.geopotential number by the normal gravity value computed on the
 DM3012.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM3012.degrees latitude (g = 980.6199 gals.).
 DM3012
 DM3012.The modeled gravity was interpolated from observed gravity values.
 DM3012
 DM3012. The following values were computed from the NAD 83(2011) position.
 DM3012
 DM3012;                    North         East     Units Scale Factor Converg.
 DM3012;SPC MN C     -   165,027.694   663,822.974   MT  1.00001008   -1 15 43.4
 DM3012;SPC MN C     -   541,428.36  2,177,892.54   sFT  1.00001008   -1 15 43.4
 DM3012;UTM  15      - 5,050,809.718   266,335.093   MT  1.00027133   -2 08 22.3
 DM3012;UTM  14      - 5,050,840.886   734,497.689   MT  1.00027612   +2 08 49.8
 DM3012
 DM3012!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DM3012!SPC MN C     -   0.99995059  x   1.00001008  =   0.99996067
 DM3012!UTM  15      -   0.99995059  x   1.00027133  =   1.00022191
 DM3012!UTM  14      -   0.99995059  x   1.00027612  =   1.00022670
 DM3012
 DM3012_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTL6633550809(NAD 83)
 DM3012
 DM3012                          SUPERSEDED SURVEY CONTROL
 DM3012
 DM3012  NAD 83(2007)-  45 34 17.62594(N)    095 59 40.78910(W) AD(2002.00) 1
 DM3012  ELLIP H (08/31/10)  315.191  (m)                       GP(2002.00) 3 1
 DM3012  NAVD 88 (08/31/10)  341.40   (m)  GEOID03  model used  GPS OBS        
 DM3012
 DM3012.Superseded values are not recommended for survey control.
 DM3012
 DM3012.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DM3012.See file dsdata.pdf to determine how the superseded data were derived.
 DM3012
 DM3012_MARKER: DD = SURVEY DISK
 DM3012_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DM3012_STAMPING: 12 JKP 1966
 DM3012_MARK LOGO: USGS
 DM3012_PROJECTION: FLUSH
 DM3012_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DM3012_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DM3012+STABILITY: SURFACE MOTION
 DM3012_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DM3012+SATELLITE: SATELLITE OBSERVATIONS - January 09, 2025
 DM3012
 DM3012  HISTORY     - Date     Condition        Report By
 DM3012  HISTORY     - 19660401 MONUMENTED       USGS
 DM3012  HISTORY     - 20100315 GOOD             MNDT
 DM3012  HISTORY     - 20150721 GOOD             MNDT
 DM3012  HISTORY     - 20191120 GOOD             MNDT
 DM3012  HISTORY     - 20250109 GOOD             MNDT
 DM3012
 DM3012                          STATION DESCRIPTION
 DM3012
 DM3012'DESCRIBED BY MN DEPT OF TRANSP 2010 (MPP)
 DM3012'THE MARK WAS RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.
 DM3012'THE MARK IS 4.0 MILES WEST OF MORRIS, 4.25 MILES SOUTHWEST AND WEST
 DM3012'ALONG TRUNK HIGHWAY 28 FROM THE JUNCTION OF TRUNK HIGHWAY 28 AND TRUNK
 DM3012'HIGHWAY 9 IN MORRIS, AT TRUNK HIGHWAY 28 MILEPOINT 43.85, 102 FEET
 DM3012'NORTH OF TRUNK HIGHWAY 28, 98 FEET WEST OF COUNTY ROAD 65 (520TH
 DM3012'AVENUE NORTH), IN NORTHWEST QUADRANT MILEPOINT 43.80, 2.0 FEET WEST OF
 DM3012'WITNESS POST.
 DM3012
 DM3012                          STATION RECOVERY (2015)
 DM3012
 DM3012'RECOVERY NOTE BY MN DEPT OF TRANSP 2015 (KMS)
 DM3012'RECOVERED AS DESCRIBED.
 DM3012
 DM3012                          STATION RECOVERY (2019)
 DM3012
 DM3012'RECOVERY NOTE BY MN DEPT OF TRANSP 2019 (KMS)
 DM3012'RECOVERED IN GOOD CONDITION.
 DM3012
 DM3012                          STATION RECOVERY (2025)
 DM3012
 DM3012'RECOVERY NOTE BY MN DEPT OF TRANSP 2025 (MPP)
 DM3012'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DF8566 ***********************************************************************
 DF8566  DESIGNATION -  12 JMK
 DF8566  PID         -  DF8566
 DF8566  STATE/COUNTY-  MN/MURRAY
 DF8566  COUNTRY     -  US
 DF8566  USGS QUAD   -  WALNUT GROVE (2019)
 DF8566
 DF8566                         *CURRENT SURVEY CONTROL
 DF8566  ______________________________________________________________________
 DF8566* NAD 83(2011) POSITION- 44 08 16.12106(N) 095 28 57.61856(W)   ADJUSTED
 DF8566* NAD 83(2011) ELLIP HT-   405.846 (meters)        (06/27/12)   ADJUSTED
 DF8566* NAD 83(2011) EPOCH   -  2010.00
 DF8566* NAVD 88 ORTHO HEIGHT -   432.8   (meters)     1420.    (feet) GPS OBS
 DF8566  ______________________________________________________________________
 DF8566  NAVD 88 orthometric height was determined with geoid model    GEOID99
 DF8566  GEOID HEIGHT    -        -26.864 (meters)                     GEOID99
 DF8566  GEOID HEIGHT    -        -26.932 (meters)                     GEOID18
 DF8566  NAD 83(2011) X  -   -438,083.685 (meters)                     COMP
 DF8566  NAD 83(2011) Y  - -4,564,141.002 (meters)                     COMP
 DF8566  NAD 83(2011) Z  -  4,419,376.484 (meters)                     COMP
 DF8566  LAPLACE CORR    -         -2.39  (seconds)                    DEFLEC18
 DF8566
 DF8566  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DF8566  Standards:
 DF8566         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DF8566            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DF8566  -------------------------------------------------------------------
 DF8566  NETWORK    0.35   0.55           0.16   0.12   0.28      0.02124751
 DF8566  -------------------------------------------------------------------
 DF8566  Click here for local accuracies and other accuracy information.
 DF8566
 DF8566.The horizontal coordinates were established by GPS observations
 DF8566.and adjusted by the National Geodetic Survey in June 2012.
 DF8566
 DF8566.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DF8566.been affixed to the stable North American tectonic plate. See 
 DF8566.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DF8566
 DF8566.The horizontal coordinates are valid at the epoch date displayed above
 DF8566.which is a decimal equivalence of Year/Month/Day.
 DF8566
 DF8566.The orthometric height was determined by GPS observations and a
 DF8566.high-resolution geoid model.
 DF8566
 DF8566.Significant digits in the geoid height do not necessarily reflect accuracy.
 DF8566.GEOID18 height accuracy estimate available here.
 DF8566
 DF8566.Click photographs - Photos may exist for this station.
 DF8566
 DF8566.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DF8566
 DF8566.The Laplace correction was computed from DEFLEC18 derived deflections.
 DF8566
 DF8566.The ellipsoidal height was determined by GPS observations
 DF8566.and is referenced to NAD 83.
 DF8566
 DF8566. The following values were computed from the NAD 83(2011) position.
 DF8566
 DF8566;                    North         East     Units Scale Factor Converg.
 DF8566;SPC MN S     -   227,499.892   681,369.520   MT  0.99994207   -1 02 21.3
 DF8566;SPC MN S     -   746,389.23  2,235,459.83   sFT  0.99994207   -1 02 21.3
 DF8566;UTM  15      - 4,890,176.568   301,413.334   MT  1.00008504   -1 43 46.1
 DF8566
 DF8566!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF8566!SPC MN S     -   0.99993637  x   0.99994207  =   0.99987844
 DF8566!UTM  15      -   0.99993637  x   1.00008504  =   1.00002140
 DF8566
 DF8566_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUJ0141390176(NAD 83)
 DF8566
 DF8566                          SUPERSEDED SURVEY CONTROL
 DF8566
 DF8566  NAD 83(2007)-  44 08 16.12109(N)    095 28 57.61947(W) AD(2002.00) 0
 DF8566  ELLIP H (02/10/07)  405.872  (m)                       GP(2002.00)    
 DF8566  NAD 83(1996)-  44 08 16.12059(N)    095 28 57.61871(W) AD(       ) 1
 DF8566  ELLIP H (10/22/03)  405.917  (m)                       GP(       ) 3 1
 DF8566
 DF8566.Superseded values are not recommended for survey control.
 DF8566
 DF8566.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF8566.See file dsdata.pdf to determine how the superseded data were derived.
 DF8566
 DF8566_MARKER: DB = BENCH MARK DISK
 DF8566_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 DF8566_STAMPING: 1419 12 JMK 1966
 DF8566_MARK LOGO: USGS
 DF8566_PROJECTION: FLUSH
 DF8566_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DF8566_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DF8566_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF8566+SATELLITE: SATELLITE OBSERVATIONS - April 28, 2021
 DF8566
 DF8566  HISTORY     - Date     Condition        Report By
 DF8566  HISTORY     - 1966     MONUMENTED       USGS
 DF8566  HISTORY     - 20030513 GOOD             MNDT
 DF8566  HISTORY     - 20040701 GOOD             MNDT
 DF8566  HISTORY     - 20210428 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
 DF8566
 DF8566                          STATION RECOVERY (2021)
 DF8566
 DF8566'RECOVERY NOTE BY MN DEPT OF TRANSP 2021 (KMS)
 DF8566'2.0 MI (3.2 KM) SOUTH ALONG COUNTY ROAD 5 FROM THE JUNCTION OF COUNTY
 DF8566'ROAD 5 AND TRUNK HIGHWAY 14 IN WALNUT GROVE, THEN 4.5 MI (7.2 KM) WEST
 DF8566'AND SOUTH ON COUNTY ROAD 45, 53.0 FT (16.2 M) SOUTH OF 201ST STREET,
 DF8566'44.0 FT (13.4 M) WEST OF 290TH AVENUE, 0.4 FT (12 CM) WEST OF A
 DF8566'WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DK6254 ***********************************************************************
 DK6254  DESIGNATION -  12 KEE
 DK6254  PID         -  DK6254
 DK6254  STATE/COUNTY-  MN/KITTSON
 DK6254  COUNTRY     -  US
 DK6254  USGS QUAD   -  SKULL LAKE (2019)
 DK6254
 DK6254                         *CURRENT SURVEY CONTROL
 DK6254  ______________________________________________________________________
 DK6254* NAD 83(2011) POSITION- 48 58 38.60106(N) 096 40 08.60990(W)   ADJUSTED
 DK6254* NAD 83(2011) ELLIP HT-   276.457 (meters)        (06/27/12)   ADJUSTED
 DK6254* NAD 83(2011) EPOCH   -  2010.00
 DK6254* NAVD 88 ORTHO HEIGHT -   303.8   (meters)      997.    (feet) GPS OBS
 DK6254  ______________________________________________________________________
 DK6254  NAVD 88 orthometric height was determined with geoid model    GEOID03
 DK6254  GEOID HEIGHT    -        -27.270 (meters)                     GEOID03
 DK6254  GEOID HEIGHT    -        -27.313 (meters)                     GEOID18
 DK6254  NAD 83(2011) X  -   -487,127.235 (meters)                     COMP
 DK6254  NAD 83(2011) Y  - -4,166,131.681 (meters)                     COMP
 DK6254  NAD 83(2011) Z  -  4,789,117.261 (meters)                     COMP
 DK6254  LAPLACE CORR    -         -1.94  (seconds)                    DEFLEC18
 DK6254
 DK6254  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DK6254  Standards:
 DK6254         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DK6254            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DK6254  -------------------------------------------------------------------
 DK6254  NETWORK    0.51   0.69           0.24   0.16   0.35     -0.00989660
 DK6254  -------------------------------------------------------------------
 DK6254  Click here for local accuracies and other accuracy information.
 DK6254
 DK6254.The horizontal coordinates were established by GPS observations
 DK6254.and adjusted by the National Geodetic Survey in June 2012.
 DK6254
 DK6254.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DK6254.been affixed to the stable North American tectonic plate. See 
 DK6254.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DK6254
 DK6254.The horizontal coordinates are valid at the epoch date displayed above
 DK6254.which is a decimal equivalence of Year/Month/Day.
 DK6254
 DK6254.The orthometric height was determined by GPS observations and a
 DK6254.high-resolution geoid model.
 DK6254
 DK6254.Significant digits in the geoid height do not necessarily reflect accuracy.
 DK6254.GEOID18 height accuracy estimate available here.
 DK6254
 DK6254.Click photographs - Photos may exist for this station.
 DK6254
 DK6254.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DK6254
 DK6254.The Laplace correction was computed from DEFLEC18 derived deflections.
 DK6254
 DK6254.The ellipsoidal height was determined by GPS observations
 DK6254.and is referenced to NAD 83.
 DK6254
 DK6254. The following values were computed from the NAD 83(2011) position.
 DK6254
 DK6254;                    North         East     Units Scale Factor Converg.
 DK6254;SPC MN N     -   381,475.317   538,793.500   MT  1.00010235   -2 38 43.6
 DK6254;SPC MN N     - 1,251,556.94  1,767,691.67   sFT  1.00010235   -2 38 43.6
 DK6254;UTM  14      - 5,427,560.450   670,561.656   MT  0.99995739   +1 45 32.4
 DK6254
 DK6254!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DK6254!SPC MN N     -   0.99995668  x   1.00010235  =   1.00005902
 DK6254!UTM  14      -   0.99995668  x   0.99995739  =   0.99991407
 DK6254
 DK6254_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UPV7056127560(NAD 83)
 DK6254
 DK6254                          SUPERSEDED SURVEY CONTROL
 DK6254
 DK6254  NAD 83(2007)-  48 58 38.60113(N)    096 40 08.61085(W) AD(2002.00) 1
 DK6254  ELLIP H (07/11/08)  276.488  (m)                       GP(2002.00) 4 1
 DK6254
 DK6254.Superseded values are not recommended for survey control.
 DK6254
 DK6254.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK6254.See file dsdata.pdf to determine how the superseded data were derived.
 DK6254
 DK6254_MARKER: DD = SURVEY DISK
 DK6254_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 DK6254_STAMPING: 12 KEE 1966
 DK6254_MARK LOGO: USGS
 DK6254_PROJECTION: PROJECTING 3 CENTIMETERS
 DK6254_MAGNETIC: N = NO MAGNETIC MATERIAL
 DK6254_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DK6254_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DK6254+SATELLITE: SATELLITE OBSERVATIONS - June 24, 2020
 DK6254
 DK6254  HISTORY     - Date     Condition        Report By
 DK6254  HISTORY     - 1966     MONUMENTED       USGS
 DK6254  HISTORY     - 20080131 GOOD             MN-069
 DK6254  HISTORY     - 20200624 GOOD             MNDT
 DK6254
 DK6254                          STATION DESCRIPTION
 DK6254
 DK6254'DESCRIBED BY KITTSON COUNTY MINNESOTA 2008 (JRT)
 DK6254'9 MILES NORTHEAST OF LANCASTER, 6.0 MI (9.7 KM) EAST OF TRUNK HIGHWAY
 DK6254'59 ON COUNTY ROAD 51, 78 FEET SOUTH OF ROAD AT FIELD ENTRANCE, 8.2
 DK6254'FEET WEST OF GATE POST, 3.0 FEET SOUTHEAST OF WITNESS POST, UNDER BARB
 DK6254'WIRE FENCE
 DK6254
 DK6254                          STATION RECOVERY (2020)
 DK6254
 DK6254'RECOVERY NOTE BY MN DEPT OF TRANSP 2020 (TJD)
 DK6254'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DH6009 ***********************************************************************
 DH6009  DESIGNATION -  12 LNB
 DH6009  PID         -  DH6009
 DH6009  STATE/COUNTY-  MN/DOUGLAS
 DH6009  COUNTRY     -  US
 DH6009  USGS QUAD   -  ROSE CITY (2019)
 DH6009
 DH6009                         *CURRENT SURVEY CONTROL
 DH6009  ______________________________________________________________________
 DH6009* NAD 83(2011) POSITION- 46 00 38.43198(N) 095 13 44.53482(W)   ADJUSTED
 DH6009* NAD 83(2011) ELLIP HT-   390.576 (meters)        (02/26/15)   ADJUSTED
 DH6009* NAD 83(2011) EPOCH   -  2010.00
 DH6009* NAVD 88 ORTHO HEIGHT -   416.906 (meters)     1367.80  (feet) ADJUSTED
 DH6009  ______________________________________________________________________
 DH6009  GEOID HEIGHT    -        -26.345 (meters)                     GEOID18
 DH6009  NAD 83(2011) X  -   -404,443.354 (meters)                     COMP
 DH6009  NAD 83(2011) Y  - -4,419,269.360 (meters)                     COMP
 DH6009  NAD 83(2011) Z  -  4,566,352.752 (meters)                     COMP
 DH6009  LAPLACE CORR    -         -2.07  (seconds)                    DEFLEC18
 DH6009  DYNAMIC HEIGHT  -        416.908 (meters)     1367.81  (feet) COMP
 DH6009  MODELED GRAVITY -    980,606.9   (mgal)                       NAVD 88
 DH6009
 DH6009  VERT ORDER      -  THIRD
 DH6009
 DH6009  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DH6009  Standards:
 DH6009         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DH6009            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DH6009  -------------------------------------------------------------------
 DH6009  NETWORK    0.87   0.65           0.41   0.27   0.33      0.08923896
 DH6009  -------------------------------------------------------------------
 DH6009  Click here for local accuracies and other accuracy information.
 DH6009
 DH6009.The horizontal coordinates were established by GPS observations
 DH6009.and adjusted by the MN DEPT OF TRANSP in February 2015.
 DH6009
 DH6009.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DH6009.been affixed to the stable North American tectonic plate. See 
 DH6009.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DH6009
 DH6009.The horizontal coordinates are valid at the epoch date displayed above
 DH6009.which is a decimal equivalence of Year/Month/Day.
 DH6009
 DH6009.The orthometric height was determined by differential leveling and
 DH6009.adjusted by the NATIONAL GEODETIC SURVEY
 DH6009.in May 2009.
 DH6009
 DH6009.No vertical observational check was made to the station.
 DH6009
 DH6009.Significant digits in the geoid height do not necessarily reflect accuracy.
 DH6009.GEOID18 height accuracy estimate available here.
 DH6009
 DH6009.Click photographs - Photos may exist for this station.
 DH6009
 DH6009.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH6009
 DH6009.The Laplace correction was computed from DEFLEC18 derived deflections.
 DH6009
 DH6009.The ellipsoidal height was determined by GPS observations
 DH6009.and is referenced to NAD 83.
 DH6009
 DH6009.The dynamic height is computed by dividing the NAVD 88
 DH6009.geopotential number by the normal gravity value computed on the
 DH6009.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH6009.degrees latitude (g = 980.6199 gals.).
 DH6009
 DH6009.The modeled gravity was interpolated from observed gravity values.
 DH6009
 DH6009. The following values were computed from the NAD 83(2011) position.
 DH6009
 DH6009;                    North         East     Units Scale Factor Converg.
 DH6009;SPC MN C     -   212,801.094   724,181.751   MT  0.99993795   -0 42 29.6
 DH6009;SPC MN C     -   698,164.92  2,375,919.63   sFT  0.99993795   -0 42 29.6
 DH6009;UTM  15      - 5,097,649.290   327,435.147   MT  0.99996609   -1 36 14.8
 DH6009
 DH6009!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH6009!SPC MN C     -   0.99993877  x   0.99993795  =   0.99987673
 DH6009!UTM  15      -   0.99993877  x   0.99996609  =   0.99990487
 DH6009
 DH6009_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUL2743597649(NAD 83)
 DH6009
 DH6009                          SUPERSEDED SURVEY CONTROL
 DH6009
 DH6009  NAVD 88 (02/26/15)  416.9    (m)  GEOID12A model used  GPS OBS        
 DH6009
 DH6009.Superseded values are not recommended for survey control.
 DH6009
 DH6009.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH6009.See file dsdata.pdf to determine how the superseded data were derived.
 DH6009
 DH6009_MARKER: DD = SURVEY DISK
 DH6009_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH6009_STAMPING: 12 LNB 1967
 DH6009_MARK LOGO: USGS
 DH6009_PROJECTION: RECESSED 5 CENTIMETERS
 DH6009_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DH6009_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DH6009+STABILITY: SURFACE MOTION
 DH6009_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH6009+SATELLITE: SATELLITE OBSERVATIONS - December 02, 2019
 DH6009
 DH6009  HISTORY     - Date     Condition        Report By
 DH6009  HISTORY     - 1967     MONUMENTED       USGS
 DH6009  HISTORY     - 20120305 GOOD             MNDT
 DH6009  HISTORY     - 20191202 GOOD             MNDT
 DH6009
 DH6009                          STATION DESCRIPTION
 DH6009
 DH6009'DESCRIBED BY US GEOLOGICAL SURVEY 1967 (LLB)
 DH6009'MILTONA, ABOUT 2.5 MI (4.0 KM) SOUTH THENCE 3.0 MI (4.8 KM) EAST OF,
 DH6009'BELLE RIVER, ABOUT 1.4 MI (2.3 KM) NORTH OF, ABOUT 0.15 MI (0.24 KM)
 DH6009'SOUTH OF QUARTER CORNER BETWEEN SECTIONS 4 AN 5, T. 129 NORTH, R. 26
 DH6009'WEST, 29 FT (8.8 M) SOUTH AND 54 FT (16.5 M) EAST AND 1.3 FT (0.4 M)
 DH6009'HIGHER THAN RD. AT DRIVEWAY EAST, 2 FT (0.6 M) SOUTH OF A POWER POLE
 DH6009'AND 1.4 FT (0.4 M) NORTH OF METAL WITNESS POST, IN A CONCRETE POST, A
 DH6009'STANDARD TABLET STAMPED 12 LNB 1967  1367.167
 DH6009
 DH6009                          STATION RECOVERY (2012)
 DH6009
 DH6009'RECOVERY NOTE BY MN DEPT OF TRANSP 2012 (BXS)
 DH6009'RECOVERED AS DESCRIBED.
 DH6009
 DH6009                          STATION RECOVERY (2019)
 DH6009
 DH6009'RECOVERY NOTE BY MN DEPT OF TRANSP 2019 (KMS)
 DH6009'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DN1698 ***********************************************************************
 DN1698  HT_MOD      -  This is a Height Modernization Survey Station.
 DN1698  DESIGNATION -  12 NW
 DN1698  PID         -  DN1698
 DN1698  STATE/COUNTY-  MN/ANOKA
 DN1698  COUNTRY     -  US
 DN1698  USGS QUAD   -  COON LAKE BEACH (2019)
 DN1698
 DN1698                         *CURRENT SURVEY CONTROL
 DN1698  ______________________________________________________________________
 DN1698* NAD 83(2011) POSITION- 45 16 48.93109(N) 093 09 09.75568(W)   ADJUSTED
 DN1698* NAD 83(2011) ELLIP HT-   248.385 (meters)        (06/27/12)   ADJUSTED
 DN1698* NAD 83(2011) EPOCH   -  2010.00
 DN1698* NAVD 88 ORTHO HEIGHT -   276.27  (meters)      906.4   (feet) GPS OBS
 DN1698  ______________________________________________________________________
 DN1698  NAVD 88 orthometric height was determined with geoid model    GEOID09
 DN1698  GEOID HEIGHT    -        -27.857 (meters)                     GEOID09
 DN1698  GEOID HEIGHT    -        -27.881 (meters)                     GEOID18
 DN1698  NAD 83(2011) X  -   -247,251.177 (meters)                     COMP
 DN1698  NAD 83(2011) Y  - -4,488,883.804 (meters)                     COMP
 DN1698  NAD 83(2011) Z  -  4,509,494.784 (meters)                     COMP
 DN1698  LAPLACE CORR    -          5.77  (seconds)                    DEFLEC18
 DN1698
 DN1698  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DN1698  Standards:
 DN1698         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DN1698            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DN1698  -------------------------------------------------------------------
 DN1698  NETWORK    0.43   0.76           0.20   0.14   0.39     -0.00110303
 DN1698  -------------------------------------------------------------------
 DN1698  Click here for local accuracies and other accuracy information.
 DN1698
 DN1698.The horizontal coordinates were established by GPS observations
 DN1698.and adjusted by the National Geodetic Survey in June 2012.
 DN1698
 DN1698.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DN1698.been affixed to the stable North American tectonic plate. See 
 DN1698.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DN1698
 DN1698.The horizontal coordinates are valid at the epoch date displayed above
 DN1698.which is a decimal equivalence of Year/Month/Day.
 DN1698
 DN1698.The orthometric height was determined by GPS observations and a
 DN1698.high-resolution geoid model using precise GPS observation and
 DN1698.processing techniques.
 DN1698
 DN1698.Significant digits in the geoid height do not necessarily reflect accuracy.
 DN1698.GEOID18 height accuracy estimate available here.
 DN1698
 DN1698.Click photographs - Photos may exist for this station.
 DN1698
 DN1698.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DN1698
 DN1698.The Laplace correction was computed from DEFLEC18 derived deflections.
 DN1698
 DN1698.The ellipsoidal height was determined by GPS observations
 DN1698.and is referenced to NAD 83.
 DN1698
 DN1698. The following values were computed from the NAD 83(2011) position.
 DN1698
 DN1698;                    North         East     Units Scale Factor Converg.
 DN1698;SPC MN S     -   353,717.265   866,479.433   MT  1.00001452   +0 35 38.0
 DN1698;SPC MN S     - 1,160,487.39  2,842,774.61   sFT  1.00001452   +0 35 38.0
 DN1698;UTM  15      - 5,014,095.691   488,022.943   MT  0.99960176   -0 06 30.6
 DN1698
 DN1698!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DN1698!SPC MN S     -   0.99996106  x   1.00001452  =   0.99997558
 DN1698!UTM  15      -   0.99996106  x   0.99960176  =   0.99956283
 DN1698
 DN1698_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL8802214095(NAD 83)
 DN1698
 DN1698                          SUPERSEDED SURVEY CONTROL
 DN1698
 DN1698  NAD 83(2007)-  45 16 48.93133(N)    093 09 09.75660(W) AD(2002.00) 1
 DN1698  ELLIP H (07/18/11)  248.414  (m)                       GP(2002.00) 2 1
 DN1698
 DN1698.Superseded values are not recommended for survey control.
 DN1698
 DN1698.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN1698.See file dsdata.pdf to determine how the superseded data were derived.
 DN1698
 DN1698_MARKER: I = METAL ROD
 DN1698_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DN1698_MARK LOGO: MN-003
 DN1698_PROJECTION: RECESSED 10 CENTIMETERS
 DN1698_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 DN1698_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DN1698_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DN1698+SATELLITE: SATELLITE OBSERVATIONS - September 03, 2019
 DN1698_ROD/PIPE-DEPTH: 3.0 meters
 DN1698
 DN1698  HISTORY     - Date     Condition        Report By
 DN1698  HISTORY     - 19950101 MONUMENTED       MN-003
 DN1698  HISTORY     - 20070814 GOOD             MNDT
 DN1698  HISTORY     - 20140521 GOOD             MNDT
 DN1698  HISTORY     - 20190903 GOOD             MNDT
 DN1698
 DN1698                          STATION DESCRIPTION
 DN1698
 DN1698'DESCRIBED BY MN DEPT OF TRANSP 2007 (KMS)
 DN1698'THE MARK WAS RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.
 DN1698'THE MARK IS IN HAM LAKE, 4.1 MILES EAST ALONG LEXINGTON AVENUE
 DN1698'NORTHEAST (COUNTY ROAD 18)FROM JUNCTION OF COUNTY ROAD 18 AND TRUNK
 DN1698'HIGHWAY 65 IN HAM LAKE, 85 FEET WEST OF COUNTY ROAD 17 (LEXINGTON
 DN1698'AVENUE NORTHEAST), 75 FEET NORTH OF CROSSTOWN BOULEVARD NORTHEAST, 35
 DN1698'FEET SOUTHWEST OF SOUTHWEST CORNER OF UNDERGROUND CABLE BOX, 6 FEET
 DN1698'NORTHEAST OF EAST LEG OF LINDSAY'S GREENHOUSE SIGN, 1.3 FEET SOUTHEAST
 DN1698'OF WITNESS POST.
 DN1698
 DN1698                          STATION RECOVERY (2014)
 DN1698
 DN1698'RECOVERY NOTE BY MN DEPT OF TRANSP 2014 (DAS)
 DN1698'RECOVERED IN GOOD CONDITION.
 DN1698
 DN1698                          STATION RECOVERY (2019)
 DN1698
 DN1698'RECOVERY NOTE BY MN DEPT OF TRANSP 2019 (MPP)
 DN1698'IN HAM LAKE, 4.1 MI (6.6 KM) EAST ALONG COUNTY ROAD 18/ CROSSTOWN
 DN1698'BOULEVARD NORTHEAST FROM THE JUNCTION OF COUNTY ROAD 18 AND TRUNK
 DN1698'HIGHWAY 65 IN HAM LAKE, 85.0 FT (25.9 M) WEST OF COUNTY ROAD 17/
 DN1698'LEXINGTON AVENUE NORTHEAST, 75.0 FT (22.9 M) NORTH OF CROSSTOWN
 DN1698'BOULEVARD NORTHEAST, 35.0 FT (10.7 M) SOUTHWEST OF THE SOUTHWEST
 DN1698'CORNER OF THE UNDERGROUND CABLE BOX, 8.2 FT (2.5 M) EAST OF LINDSAY'S
 DN1698'GREENHOUSE SIGN, 1.3 FT (0.4 M) SOUTHEAST OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 AC5046 ***********************************************************************
 AC5046  HT_MOD      -  This is a Height Modernization Survey Station.
 AC5046  DESIGNATION -  12 RC
 AC5046  PID         -  AC5046
 AC5046  STATE/COUNTY-  MN/HOUSTON
 AC5046  COUNTRY     -  US
 AC5046  USGS QUAD   -  MOUND PRAIRIE (2019)
 AC5046
 AC5046                         *CURRENT SURVEY CONTROL
 AC5046  ______________________________________________________________________
 AC5046* NAD 83(2011) POSITION- 43 49 28.80989(N) 091 27 17.24383(W)   ADJUSTED
 AC5046* NAD 83(2011) ELLIP HT-   343.815 (meters)        (06/27/12)   ADJUSTED
 AC5046* NAD 83(2011) EPOCH   -  2010.00
 AC5046* NAVD 88 ORTHO HEIGHT -   374.85  (meters)     1229.8   (feet) GPS OBS
 AC5046  ______________________________________________________________________
 AC5046  NAVD 88 orthometric height was determined with geoid model    GEOID03
 AC5046  GEOID HEIGHT    -        -30.952 (meters)                     GEOID03
 AC5046  GEOID HEIGHT    -        -31.046 (meters)                     GEOID18
 AC5046  NAD 83(2011) X  -   -117,019.949 (meters)                     COMP
 AC5046  NAD 83(2011) Y  - -4,607,749.935 (meters)                     COMP
 AC5046  NAD 83(2011) Z  -  4,394,295.492 (meters)                     COMP
 AC5046  LAPLACE CORR    -         -8.00  (seconds)                    DEFLEC18
 AC5046
 AC5046  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AC5046  Standards:
 AC5046         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AC5046            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AC5046  -------------------------------------------------------------------
 AC5046  NETWORK    0.69   0.86           0.32   0.23   0.44      0.09840094
 AC5046  -------------------------------------------------------------------
 AC5046  Click here for local accuracies and other accuracy information.
 AC5046
 AC5046.The horizontal coordinates were established by GPS observations
 AC5046.and adjusted by the National Geodetic Survey in June 2012.
 AC5046
 AC5046.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AC5046.been affixed to the stable North American tectonic plate. See 
 AC5046.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AC5046
 AC5046.The horizontal coordinates are valid at the epoch date displayed above
 AC5046.which is a decimal equivalence of Year/Month/Day.
 AC5046
 AC5046.The orthometric height was determined by GPS observations and a
 AC5046.high-resolution geoid model using precise GPS observation and
 AC5046.processing techniques.
 AC5046
 AC5046.Significant digits in the geoid height do not necessarily reflect accuracy.
 AC5046.GEOID18 height accuracy estimate available here.
 AC5046
 AC5046.Click photographs - Photos may exist for this station.
 AC5046
 AC5046.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AC5046
 AC5046.The Laplace correction was computed from DEFLEC18 derived deflections.
 AC5046
 AC5046.The ellipsoidal height was determined by GPS observations
 AC5046.and is referenced to NAD 83.
 AC5046
 AC5046. The following values were computed from the NAD 83(2011) position.
 AC5046
 AC5046;                    North         East     Units Scale Factor Converg.
 AC5046;SPC MN S     -   194,818.657 1,004,706.946   MT  0.99999130   +1 47 02.4
 AC5046;SPC MN S     -   639,167.54  3,296,276.04   sFT  0.99999130   +1 47 02.4
 AC5046;UTM  15      - 4,853,559.881   624,250.724   MT  0.99978989   +1 04 12.4
 AC5046
 AC5046!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AC5046!SPC MN S     -   0.99994609  x   0.99999130  =   0.99993739
 AC5046!UTM  15      -   0.99994609  x   0.99978989  =   0.99973599
 AC5046
 AC5046_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXJ2425053559(NAD 83)
 AC5046
 AC5046                          SUPERSEDED SURVEY CONTROL
 AC5046
 AC5046  NAD 83(2007)-  43 49 28.81061(N)    091 27 17.24427(W) AD(2002.00) 0
 AC5046  ELLIP H (02/10/07)  343.875  (m)                       GP(2002.00)    
 AC5046  NAD 83(1996)-  43 49 28.81018(N)    091 27 17.24350(W) AD(       ) 1
 AC5046  ELLIP H (01/15/97)  343.934  (m)                       GP(       ) 4 2
 AC5046  NAVD 88 (01/15/97)  374.9    (m)  GEOID96  model used  GPS OBS        
 AC5046
 AC5046.Superseded values are not recommended for survey control.
 AC5046
 AC5046.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC5046.See file dsdata.pdf to determine how the superseded data were derived.
 AC5046
 AC5046_MARKER: DB = BENCH MARK DISK
 AC5046_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AC5046_STAMPING: 12 RC 1955 1230
 AC5046_MARK LOGO: USGS
 AC5046_PROJECTION: FLUSH
 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 NOT SUITABLE FOR
 AC5046+SATELLITE: SATELLITE OBSERVATIONS - September 03, 2024
 AC5046
 AC5046  HISTORY     - Date     Condition        Report By
 AC5046  HISTORY     - 1955     MONUMENTED       USGS
 AC5046  HISTORY     - 19960315 GOOD             MN-055
 AC5046  HISTORY     - 20080311 GOOD             MNDT
 AC5046  HISTORY     - 20201214 GOOD             MNDT
 AC5046  HISTORY     - 20240903 GOOD             MNDT
 AC5046
 AC5046                          STATION DESCRIPTION
 AC5046
 AC5046'DESCRIBED BY HOUSTON COUNTY MINNESOTA 1996 (TAM)
 AC5046'THE MARK WAS RECOVERED IN GOOD CONDITION.  THE MARK IS LOCATED ABOUT
 AC5046'2.75 MI (4.43 KM) NNE OF THE TOWN OF MOUND PRAIRIE IN THE SW 1/4 OF
 AC5046'SECTION 9, T104N, R5W.  TO REACH THE MARK FROM THE JCT OF CO RD 21 AND
 AC5046'CO RD 25 IN MOUND PRAIRIE, GO NORTH FOR 3.05 MI (4.91 KM) ON CO RD 25
 AC5046'TO THE MARK ON THE RIGHT.  THE MARK, A DISK SET IN A CONC MON, IS AT
 AC5046'THE SE COR OF THE SCHOOL YARD, 50 FT (15.2 M) NORTH OF A T-RD TO THE
 AC5046'EAST, 104 FT (31.7 M) SE OF THE SE COR OF A SCHOOLHOUSE. RECOVERED AND
 AC5046'DESCRIBED BY TAMMY A.  MAUSS, CHECKED BY J.E.M.
 AC5046
 AC5046                          STATION RECOVERY (2008)
 AC5046
 AC5046'RECOVERY NOTE BY MN DEPT OF TRANSP 2008 (MPP)
 AC5046'THE MARK WAS RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.
 AC5046'THE MARK IS 3.05 MILES NORTH OF COUNTY ROAD 21 IN MOUND PRAIRIE, 6.4
 AC5046'MILES NORTHEAST OF HOUSTON, 5.5 MILES EAST ALONG TRUNK HIGHWAY 16 FROM
 AC5046'THE JUNCTION OF TRUNK HIGHWAY 76 IN HOUSTON, THEN 4.7 MILES NORTH
 AC5046'ALONG COUNTY ROAD 25, THEN 0.2 MILE NORTH ALONG SOUTH RIDGE ROAD, 250
 AC5046'FEET SOUTHEAST OF SOUTH RIDGE ROAD AND GEODE DRIVE, 0.5 FOOT WEST OF
 AC5046'WITNESS POST.
 AC5046
 AC5046                          STATION RECOVERY (2020)
 AC5046
 AC5046'RECOVERY NOTE BY MN DEPT OF TRANSP 2020 (KMS)
 AC5046'RECOVERED IN GOOD CONDITION.
 AC5046
 AC5046                          STATION RECOVERY (2024)
 AC5046
 AC5046'RECOVERY NOTE BY MN DEPT OF TRANSP 2024 (RMJ)
 AC5046'3.05 MI (4.91 KM) NORTH OF COUNTY ROAD 21 IN MOUND PRAIRIE, 6.4 MI
 AC5046'(10.3 KM) NORTHEAST OF HOUSTON, 5.5 MI (8.8 KM) EAST ALONG TRUNK
 AC5046'HIGHWAY 16 FROM THE JUNCTION OF TRUNK HIGHWAY 76 IN HOUSTON, THEN 4.7
 AC5046'MI (7.6 KM) NORTH ALONG COUNTY ROAD 25, THEN 0.2 MI (0.3 KM) NORTH
 AC5046'ALONG SOUTH RIDGE ROAD, 250.0 FT (76.2 M) SOUTHEAST OF SOUTH RIDGE
 AC5046'ROAD AND GEODE DRIVE, 0.5 FT (15 CM) WEST OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 RN1692 ***********************************************************************
 RN1692  DESIGNATION -  12 RESET
 RN1692  PID         -  RN1692
 RN1692  STATE/COUNTY-  MN/ST LOUIS
 RN1692  COUNTRY     -  US
 RN1692  USGS QUAD   -  WEST DULUTH (2019)
 RN1692
 RN1692                         *CURRENT SURVEY CONTROL
 RN1692  ______________________________________________________________________
 RN1692* NAD 83(2011) POSITION- 46 43 08.79197(N) 092 10 15.80957(W)   ADJUSTED
 RN1692* NAD 83(2011) ELLIP HT-   157.141 (meters)        (06/27/12)   ADJUSTED
 RN1692* NAD 83(2011) EPOCH   -  2010.00
 RN1692* NAVD 88 ORTHO HEIGHT -   185.1   (meters)      607.    (feet) VERTCON3
 RN1692  ______________________________________________________________________
 RN1692  GEOID HEIGHT    -        -28.241 (meters)                     GEOID18
 RN1692  NAD 83(2011) X  -   -165,949.737 (meters)                     COMP
 RN1692  NAD 83(2011) Y  - -4,377,436.027 (meters)                     COMP
 RN1692  NAD 83(2011) Z  -  4,620,527.123 (meters)                     COMP
 RN1692  LAPLACE CORR    -         -0.14  (seconds)                    DEFLEC18
 RN1692
 RN1692  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 RN1692  Standards:
 RN1692         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 RN1692            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 RN1692  -------------------------------------------------------------------
 RN1692  NETWORK    2.99   4.06           1.22   1.22   2.07     -0.12984313
 RN1692  -------------------------------------------------------------------
 RN1692  Click here for local accuracies and other accuracy information.
 RN1692
 RN1692.The horizontal coordinates were established by GPS observations
 RN1692.and adjusted by the National Geodetic Survey in June 2012.
 RN1692
 RN1692.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 RN1692.been affixed to the stable North American tectonic plate. See 
 RN1692.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 RN1692
 RN1692.The horizontal coordinates are valid at the epoch date displayed above
 RN1692.which is a decimal equivalence of Year/Month/Day.
 RN1692
 RN1692.The NAVD 88 height was computed by applying the VERTCON shift value to
 RN1692.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RN1692
 RN1692.Significant digits in the geoid height do not necessarily reflect accuracy.
 RN1692.GEOID18 height accuracy estimate available here.
 RN1692
 RN1692.Click photographs - Photos may exist for this station.
 RN1692
 RN1692.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 RN1692
 RN1692.The Laplace correction was computed from DEFLEC18 derived deflections.
 RN1692
 RN1692.The ellipsoidal height was determined by GPS observations
 RN1692.and is referenced to NAD 83.
 RN1692
 RN1692. The following values were computed from the NAD 83(2011) position.
 RN1692
 RN1692;                    North         East     Units Scale Factor Converg.
 RN1692;SPC MN N     -   124,786.791   871,025.743   MT  1.00009070   +0 41 18.8
 RN1692;SPC MN N     -   409,404.66  2,857,690.29   sFT  1.00009070   +0 41 18.8
 RN1692;SPC WI N     -   174,819.780   434,036.681   MT  0.99999165   -1 33 58.1
 RN1692;SPC WI N     -   573,554.56  1,424,002.01   sFT  0.99999165   -1 33 58.1
 RN1692;UTM  15      - 5,174,284.099   563,350.164   MT  0.99964933   +0 36 12.6
 RN1692
 RN1692!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RN1692!SPC MN N     -   0.99997537  x   1.00009070  =   1.00006607
 RN1692!SPC WI N     -   0.99997537  x   0.99999165  =   0.99996702
 RN1692!UTM  15      -   0.99997537  x   0.99964933  =   0.99962471
 RN1692
 RN1692_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWM6335074284(NAD 83)
 RN1692
 RN1692                          SUPERSEDED SURVEY CONTROL
 RN1692
 RN1692  NAD 83(2007)-  46 43 08.79202(N)    092 10 15.81071(W) AD(2002.00) 0
 RN1692  ELLIP H (02/10/07)  157.182  (m)                       GP(2002.00)    
 RN1692  NAD 83(1996)-  46 43 08.79177(N)    092 10 15.81122(W) AD(       ) 2
 RN1692  ELLIP H (03/16/99)  157.226  (m)                       GP(       ) 4 1
 RN1692  NAD 83(1991)-  46 43 08.79210(N)    092 10 15.81052(W) AD(       ) 2
 RN1692  ELLIP H (11/21/91)  157.145  (m)                       GP(       ) 4 1
 RN1692  NAD 83(1986)-  46 43 08.78842(N)    092 10 15.81156(W) AD(       ) 2
 RN1692  NGVD 29 (05/23/89)  185.1    (m)  RAPSU86  model used  GPS OBS        
 RN1692
 RN1692.Superseded values are not recommended for survey control.
 RN1692
 RN1692.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RN1692.See file dsdata.pdf to determine how the superseded data were derived.
 RN1692
 RN1692_MARKER: DD = SURVEY DISK
 RN1692_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 RN1692_STAMPING: 12 RESET
 RN1692_MARK LOGO: USACE
 RN1692_PROJECTION: FLUSH
 RN1692_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 RN1692_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 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       USACE
 RN1692  HISTORY     - 19960924 MARK NOT FOUND   USPSQD
 RN1692
 RN1692                          STATION DESCRIPTION
 RN1692
 RN1692'DESCRIBED BY US ARMY CORPS OF 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 = MARCH 21, 2026 06:05:54 EDT
 PR0710 ***********************************************************************
 PR0710  DESIGNATION -  12 T
 PR0710  PID         -  PR0710
 PR0710  STATE/COUNTY-  MN/LYON
 PR0710  COUNTRY     -  US
 PR0710  USGS QUAD   -  TAUNTON (2019)
 PR0710
 PR0710                         *CURRENT SURVEY CONTROL
 PR0710  ______________________________________________________________________
 PR0710* NAD 83(1996) POSITION- 44 30 07.17903(N) 096 00 06.44120(W)   ADJUSTED
 PR0710* NAVD 88 ORTHO HEIGHT -   393.47  (+/-2cm)     1290.9   (feet) VERTCON3
 PR0710  ______________________________________________________________________
 PR0710  GEOID HEIGHT    -        -26.686 (meters)                     GEOID18
 PR0710  LAPLACE CORR    -         -4.83  (seconds)                    DEFLEC18
 PR0710  HORZ ORDER      -  THIRD
 PR0710  VERT ORDER      -  THIRD ? (See Below)
 PR0710
 PR0710.The horizontal coordinates were established by classical geodetic methods
 PR0710.and adjusted by the National Geodetic Survey in March 1999.
 PR0710
 PR0710.The NAVD 88 height was computed by applying the VERTCON shift value to
 PR0710.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PR0710
 PR0710.Significant digits in the geoid height do not necessarily reflect accuracy.
 PR0710.GEOID18 height accuracy estimate available here.
 PR0710
 PR0710.The vertical order pertains to the NGVD 29 superseded value.
 PR0710
 PR0710.Click photographs - Photos may exist for this station.
 PR0710
 PR0710.The Laplace correction was computed from DEFLEC18 derived deflections.
 PR0710
 PR0710. The following values were computed from the NAD 83(1996) position.
 PR0710
 PR0710;                    North         East     Units Scale Factor Converg.
 PR0710;SPC MN S     -   268,837.559   640,832.328   MT  0.99992204   -1 24 11.2
 PR0710;SPC MN S     -   882,011.22  2,102,464.06   sFT  0.99992204   -1 24 11.2
 PR0710;UTM  14      - 4,932,003.832   738,344.922   MT  1.00029867   +2 06 09.1
 PR0710;UTM  15      - 4,932,014.282   261,370.602   MT  1.00030034   -2 06 18.2
 PR0710
 PR0710!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PR0710!SPC MN S     -   0.99994249  x   0.99992204  =   0.99986454
 PR0710!UTM  14      -   0.99994249  x   1.00029867  =   1.00024115
 PR0710!UTM  15      -   0.99994249  x   1.00030034  =   1.00024282
 PR0710
 PR0710_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQQ3834432003(NAD 83)
 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             393.27   (m)         1290.3    (f) LEVELING    3  
 PR0710
 PR0710.Superseded values are not recommended for survey control.
 PR0710
 PR0710.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PR0710.See file dsdata.pdf to determine how the superseded data were derived.
 PR0710
 PR0710_MARKER: DB = BENCH MARK DISK
 PR0710_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PR0710_STAMPING: 12 T 1960 1290
 PR0710_MARK LOGO: USGS
 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 = MARCH 21, 2026 06:05:54 EDT
 SK0255 ***********************************************************************
 SK0255  DESIGNATION -  12 WGW
 SK0255  PID         -  SK0255
 SK0255  STATE/COUNTY-  MN/HUBBARD
 SK0255  COUNTRY     -  US
 SK0255  USGS QUAD   -  LAKE GEORGE (2019)
 SK0255
 SK0255                         *CURRENT SURVEY CONTROL
 SK0255  ______________________________________________________________________
 SK0255* NAD 83(1986) POSITION- 47 12 40.62   (N) 094 55 43.65   (W)   HD_HELD1
 SK0255* NAVD 88 ORTHO HEIGHT -   456.264 (meters)     1496.93  (feet) ADJUSTED
 SK0255  ______________________________________________________________________
 SK0255  GEOID HEIGHT    -        -27.589 (meters)                     GEOID18
 SK0255  DYNAMIC HEIGHT  -        456.305 (meters)     1497.06  (feet) COMP
 SK0255  MODELED GRAVITY -    980,688.5   (mgal)                       NAVD 88
 SK0255
 SK0255  VERT ORDER      -  SECOND    CLASS I
 SK0255
 SK0255.The horizontal coordinates were determined by differentially corrected
 SK0255.hand held GPS observations or other comparable positioning techniques
 SK0255.and have an estimated accuracy of +/- 3 meters.
 SK0255
 SK0255.The orthometric height was determined by differential leveling and
 SK0255.adjusted by the NATIONAL GEODETIC SURVEY
 SK0255.in February 2020.
 SK0255
 SK0255.Significant digits in the geoid height do not necessarily reflect accuracy.
 SK0255.GEOID18 height accuracy estimate available here.
 SK0255
 SK0255.Click photographs - Photos may exist for this station.
 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     -   346,009.9     748,576.3     MT  (+/- 3 meters HH1 GPS) 
 SK0255
 SK0255_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUN5394330448(NAD 83)
 SK0255
 SK0255                          SUPERSEDED SURVEY CONTROL
 SK0255
 SK0255  NAVD 88 (08/26/19)  456.261  (m)         1496.92   (f) SUPERSEDED  2 1
 SK0255  NAVD 88 (06/15/91)  456.249  (m)         1496.88   (f) SUPERSEDED  2 1
 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
 SK0255.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SK0255.See file dsdata.pdf to determine how the superseded data were derived.
 SK0255
 SK0255_MARKER: DD = SURVEY DISK
 SK0255_SETTING: 80 = SET IN A BOULDER
 SK0255_STAMPING: 12 WGW 1972
 SK0255_MARK LOGO: USGS
 SK0255_MAGNETIC: N = NO MAGNETIC MATERIAL
 SK0255_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SK0255+STABILITY: SURFACE MOTION
 SK0255_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 SK0255+SATELLITE: SATELLITE OBSERVATIONS - July 31, 2013
 SK0255
 SK0255  HISTORY     - Date     Condition        Report By
 SK0255  HISTORY     - 19720401 MONUMENTED       USGS
 SK0255  HISTORY     - 1972     GOOD             MNDT
 SK0255  HISTORY     - 20130731 GOOD             MNDT
 SK0255
 SK0255                          STATION DESCRIPTION
 SK0255
 SK0255'DESCRIBED BY MN DEPT OF TRANSP 1972
 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, T143N, R34W.
 SK0255
 SK0255                          STATION RECOVERY (2013)
 SK0255
 SK0255'RECOVERY NOTE BY MN DEPT OF TRANSP 2013 (KMS)
 SK0255'THE STATION IS LOCATED ABOUT 8.9 MI (14.3 KM) SOUTHWEST OF GUTHRIE,
 SK0255'8.2 MI (13.2 KM) WEST OF LAPORTE AND 3.1 MI (5.0 KM) EAST-NORTHEAST OF
 SK0255'LAKE GEORGE.
 SK0255'
 SK0255'TO REACH THE MARK GO 3.3 MI (5.3 KM) EAST ALONG TRUNK HIGHWAY 71/TRUNK
 SK0255'HIGHWAY 200 FROM THE JUNCTION OF TRUNK HIGHWAY 71/TRUNK HIGHWAY 200
 SK0255'AND COUNTY ROAD 4 INCH (10 CM) LAKE GEORGE, AT TRUNK HIGHWAY 71 MILE
 SK0255'POINT 291.10.
 SK0255'
 SK0255'THE MARK IS LOCATED 181.0 FT (55.2 M) NORTH OF TRUNK HIGHWAY 71/TRUNK
 SK0255'HIGHWAY 200, 84.5 FT (25.8 M) WEST OF DRIVEWAY NUMBER 38573, 51.6 FT
 SK0255'(15.7 M) WEST-NORTHWEST OF POWER POLE WITH GUY WIRE, NO WITNESS POST
 SK0255'IN PASTURE.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DQ2055 ***********************************************************************
 DQ2055  DESIGNATION -  12 WGW
 DQ2055  PID         -  DQ2055
 DQ2055  STATE/COUNTY-  MN/OTTER TAIL
 DQ2055  COUNTRY     -  US
 DQ2055  USGS QUAD   -  LAKE FRANKLIN (2019)
 DQ2055
 DQ2055                         *CURRENT SURVEY CONTROL
 DQ2055  ______________________________________________________________________
 DQ2055* NAD 83(1986) POSITION- 46 40 35.99   (N) 095 57 46.57   (W)   HD_HELD1
 DQ2055* NAVD 88 ORTHO HEIGHT -   433.304 (meters)     1421.60  (feet) ADJUSTED
 DQ2055  ______________________________________________________________________
 DQ2055  GEOID HEIGHT    -        -26.585 (meters)                     GEOID18
 DQ2055  DYNAMIC HEIGHT  -        433.324 (meters)     1421.66  (feet) COMP
 DQ2055  MODELED GRAVITY -    980,646.7   (mgal)                       NAVD 88
 DQ2055
 DQ2055  VERT ORDER      -  SECOND    CLASS I
 DQ2055
 DQ2055.The horizontal coordinates were determined by differentially corrected
 DQ2055.hand held GPS observations or other comparable positioning techniques
 DQ2055.and have an estimated accuracy of +/- 3 meters.
 DQ2055
 DQ2055.The orthometric height was determined by differential leveling and
 DQ2055.adjusted by the NATIONAL GEODETIC SURVEY
 DQ2055.in August 2019.
 DQ2055
 DQ2055.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ2055.GEOID18 height accuracy estimate available here.
 DQ2055
 DQ2055.Click photographs - Photos may exist for this station.
 DQ2055
 DQ2055.The dynamic height is computed by dividing the NAVD 88
 DQ2055.geopotential number by the normal gravity value computed on the
 DQ2055.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ2055.degrees latitude (g = 980.6199 gals.).
 DQ2055
 DQ2055.The modeled gravity was interpolated from observed gravity values.
 DQ2055
 DQ2055;                    North         East    Units  Estimated Accuracy
 DQ2055;SPC MN C     -   287,774.2     668,955.2     MT  (+/- 3 meters HH1 GPS) 
 DQ2055
 DQ2055_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTM7339173498(NAD 83)
 DQ2055
 DQ2055                          SUPERSEDED SURVEY CONTROL
 DQ2055
 DQ2055.No superseded survey control is available for this station.
 DQ2055
 DQ2055_MARKER: DD = SURVEY DISK
 DQ2055_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 DQ2055_STAMPING: 12 WGW 1973
 DQ2055_MARK LOGO: USGS
 DQ2055_PROJECTION: FLUSH
 DQ2055_MAGNETIC: I = MARKER IS A STEEL ROD
 DQ2055_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ2055_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DQ2055+SATELLITE: SATELLITE OBSERVATIONS - October 12, 2022
 DQ2055
 DQ2055  HISTORY     - Date     Condition        Report By
 DQ2055  HISTORY     - 19730401 MONUMENTED       USGS
 DQ2055  HISTORY     - 20140507 GOOD             MNDT
 DQ2055  HISTORY     - 20221012 GOOD             MNDT
 DQ2055
 DQ2055                          STATION DESCRIPTION
 DQ2055
 DQ2055'DESCRIBED BY MN DEPT OF TRANSP 2014 (KMS)
 DQ2055'THE STATION IS LOCATED ABOUT 9.3 MI (15.0 KM) NORTHEAST OF PELICAN
 DQ2055'RAPIDS, 7.6 MI (12.2 KM) WEST OF VERGAS AND 6.1 MI (9.8 KM) SOUTHEAST
 DQ2055'OF CORMORANT.
 DQ2055'
 DQ2055'TO REACH THE MARK GO 10.3 MI (16.6 KM) NORTHEAST ALONG TRUNK HIGHWAY
 DQ2055'59 FROM NORTH JUNCTION OF TRUNK HIGHWAYS 59 AND 108 IN PELICAN RAPIDS,
 DQ2055'AT TRUNK HIGHWAY 59 MILE POINT 250.95.
 DQ2055'
 DQ2055'THE MARK IS LOCATED 112.0 FT (34.1 M) SOUTHWEST OF COUNTY ROAD 31,
 DQ2055'95.8 FT (29.2 M) NORTHWEST OF TRUNK HIGHWAY 59 OR 34, 1.0 FT (0.3 M)
 DQ2055'EAST OF A WITNESS POST, ROD DEPTH UNKNOWN.
 DQ2055
 DQ2055                          STATION RECOVERY (2022)
 DQ2055
 DQ2055'RECOVERY NOTE BY MN DEPT OF TRANSP 2022 (KMS)
 DQ2055'10.3 MI (16.6 KM) NORTH OF PELICAN RAPIDS, 10.3 MI (16.6 KM) NORTHEAST
 DQ2055'ALONG TRUNK HIGHWAY 59 FROM THE NORTH JUNCTION OF TRUNK HIGHWAYS 59
 DQ2055'AND 108 IN PELICAN RAPIDS, AT TRUNK HIGHWAY 59 MILE POINT 250.95,
 DQ2055'112.0 FT (34.1 M) SOUTHWEST OF COUNTY ROAD 31, 95.8 FT (29.2 M)
 DQ2055'NORTHWEST OF TRUNK HIGHWAY 59/TRUNK HIGHWAY 34, 1.0 FT (0.3 M) EAST OF
 DQ2055'A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DO8573 ***********************************************************************
 DO8573  DESIGNATION -  1201 J
 DO8573  PID         -  DO8573
 DO8573  STATE/COUNTY-  MN/CHIPPEWA
 DO8573  COUNTRY     -  US
 DO8573  USGS QUAD   -  MILAN (2019)
 DO8573
 DO8573                         *CURRENT SURVEY CONTROL
 DO8573  ______________________________________________________________________
 DO8573* NAD 83(1986) POSITION- 45 05 54.3    (N) 095 53 53.4    (W)   HD_HELD2
 DO8573* NAVD 88 ORTHO HEIGHT -   300.542 (meters)      986.03  (feet) ADJUSTED
 DO8573  ______________________________________________________________________
 DO8573  GEOID HEIGHT    -        -26.260 (meters)                     GEOID18
 DO8573  DYNAMIC HEIGHT  -        300.520 (meters)      985.96  (feet) COMP
 DO8573  MODELED GRAVITY -    980,533.7   (mgal)                       NAVD 88
 DO8573
 DO8573  VERT ORDER      -  SECOND    CLASS I
 DO8573
 DO8573.The horizontal coordinates were established by autonomous hand held GPS
 DO8573.observations and have an estimated accuracy of +/- 10 meters.
 DO8573
 DO8573.The orthometric height was determined by differential leveling and
 DO8573.adjusted by the NATIONAL GEODETIC SURVEY
 DO8573.in July 2014.
 DO8573
 DO8573.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO8573.GEOID18 height accuracy estimate available here.
 DO8573
 DO8573.Click photographs - Photos may exist for this station.
 DO8573
 DO8573.The dynamic height is computed by dividing the NAVD 88
 DO8573.geopotential number by the normal gravity value computed on the
 DO8573.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO8573.degrees latitude (g = 980.6199 gals.).
 DO8573
 DO8573.The modeled gravity was interpolated from observed gravity values.
 DO8573
 DO8573;                    North         East    Units  Estimated Accuracy
 DO8573;SPC MN S     -   334,898.      650,609.      MT  (+/- 10 meters HH2 GPS)
 DO8573
 DO8573_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTK7197197970(NAD 83)
 DO8573
 DO8573                          SUPERSEDED SURVEY CONTROL
 DO8573
 DO8573.No superseded survey control is available for this station.
 DO8573
 DO8573_MARKER: DB = BENCH MARK DISK
 DO8573_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 DO8573_SP_SET: CULVERT
 DO8573_STAMPING: 1201 J 2011
 DO8573_MARK LOGO: MNHD
 DO8573_MAGNETIC: N = NO MAGNETIC MATERIAL
 DO8573_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DO8573+STABILITY: SURFACE MOTION
 DO8573_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DO8573+SATELLITE: SATELLITE OBSERVATIONS - April 05, 2016
 DO8573
 DO8573  HISTORY     - Date     Condition        Report By
 DO8573  HISTORY     - 20110609 MONUMENTED       MNHD
 DO8573  HISTORY     - 20110510 GOOD             MNDT
 DO8573  HISTORY     - 20160405 GOOD             MNDT
 DO8573
 DO8573                          STATION DESCRIPTION
 DO8573
 DO8573'DESCRIBED BY MN DEPT OF TRANSP 2011 (MAS)
 DO8573'THE MARK IS 1.0 MI (1.6 KM) SOUTHEAST OF MILAN IN CULVERT IN NORTHWEST
 DO8573'CORRIDOR OF TRUNK HIGHWAY 7, CULVERT NUMBER 8908 OVER CREEK.
 DO8573'
 DO8573'TO REACH THE MARK GO 0.85 MI (1.4 KM) SOUTHEAST ALONG TRUNK HIGHWAY 7
 DO8573'FROM THE JUNCTION OF TRUNK HIGHWAY 7 AND TRUNK HIGHWAY 40 IN MILAN, AT
 DO8573'TRUNK HIGHWAY 7 MILE POINT 58.45.
 DO8573'
 DO8573'THE MARK IS 33.2 FT (10.1 M) SOUTHWEST OF TRUNK HIGHWAY 7.
 DO8573
 DO8573                          STATION RECOVERY (2016)
 DO8573
 DO8573'RECOVERY NOTE BY MN DEPT OF TRANSP 2016 (KMS)
 DO8573'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DO7527 ***********************************************************************
 DO7527  DESIGNATION -  1201 K
 DO7527  PID         -  DO7527
 DO7527  STATE/COUNTY-  MN/CHIPPEWA
 DO7527  COUNTRY     -  US
 DO7527  USGS QUAD   -  MILAN (2019)
 DO7527
 DO7527                         *CURRENT SURVEY CONTROL
 DO7527  ______________________________________________________________________
 DO7527* NAD 83(2011) POSITION- 45 05 10.78658(N) 095 53 13.14941(W)   ADJUSTED
 DO7527* NAD 83(2011) ELLIP HT-   274.609 (meters)        (05/13/13)   ADJUSTED
 DO7527* NAD 83(2011) EPOCH   -  2010.00
 DO7527* NAVD 88 ORTHO HEIGHT -   300.861 (meters)      987.07  (feet) ADJUSTED
 DO7527  ______________________________________________________________________
 DO7527  GEOID HEIGHT    -        -26.254 (meters)                     GEOID18
 DO7527  NAD 83(2011) X  -   -462,677.483 (meters)                     COMP
 DO7527  NAD 83(2011) Y  - -4,487,205.287 (meters)                     COMP
 DO7527  NAD 83(2011) Z  -  4,494,321.773 (meters)                     COMP
 DO7527  LAPLACE CORR    -         -0.87  (seconds)                    DEFLEC18
 DO7527  DYNAMIC HEIGHT  -        300.839 (meters)      987.00  (feet) COMP
 DO7527  MODELED GRAVITY -    980,533.7   (mgal)                       NAVD 88
 DO7527
 DO7527  VERT ORDER      -  SECOND    CLASS I
 DO7527
 DO7527  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DO7527  Standards:
 DO7527         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DO7527            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DO7527  -------------------------------------------------------------------
 DO7527  NETWORK    0.60   0.57           0.28   0.19   0.29     -0.04620258
 DO7527  -------------------------------------------------------------------
 DO7527  Click here for local accuracies and other accuracy information.
 DO7527
 DO7527.The horizontal coordinates were established by GPS observations
 DO7527.and adjusted by the MN DEPT OF TRANSP in May 2013.
 DO7527
 DO7527.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DO7527.been affixed to the stable North American tectonic plate. See 
 DO7527.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DO7527
 DO7527.The horizontal coordinates are valid at the epoch date displayed above
 DO7527.which is a decimal equivalence of Year/Month/Day.
 DO7527
 DO7527.The orthometric height was determined by differential leveling and
 DO7527.adjusted by the NATIONAL GEODETIC SURVEY
 DO7527.in July 2014.
 DO7527
 DO7527.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO7527.GEOID18 height accuracy estimate available here.
 DO7527
 DO7527.Click photographs - Photos may exist for this station.
 DO7527
 DO7527.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DO7527
 DO7527.The Laplace correction was computed from DEFLEC18 derived deflections.
 DO7527
 DO7527.The ellipsoidal height was determined by GPS observations
 DO7527.and is referenced to NAD 83.
 DO7527
 DO7527.The dynamic height is computed by dividing the NAVD 88
 DO7527.geopotential number by the normal gravity value computed on the
 DO7527.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO7527.degrees latitude (g = 980.6199 gals.).
 DO7527
 DO7527.The modeled gravity was interpolated from observed gravity values.
 DO7527
 DO7527. The following values were computed from the NAD 83(2011) position.
 DO7527
 DO7527;                    North         East     Units Scale Factor Converg.
 DO7527;SPC MN S     -   333,535.075   651,457.760   MT  0.99997413   -1 19 21.5
 DO7527;SPC MN S     - 1,094,272.99  2,137,324.33   sFT  0.99997413   -1 19 21.5
 DO7527;UTM  15      - 4,996,595.840   272,803.462   MT  1.00023474   -2 02 43.3
 DO7527
 DO7527!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DO7527!SPC MN S     -   0.99995695  x   0.99997413  =   0.99993108
 DO7527!UTM  15      -   0.99995695  x   1.00023474  =   1.00019168
 DO7527
 DO7527:                Primary Azimuth Mark                     Grid Az
 DO7527:SPC MN S     -  1201 L                                   145 40 39.0
 DO7527:UTM  15      -  1201 L                                   146 24 00.8
 DO7527
 DO7527_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTK7280396595(NAD 83)
 DO7527
 DO7527|---------------------------------------------------------------------|
 DO7527| PID    Reference Object                     Distance      Geod. Az  |
 DO7527|                                                           dddmmss.s |
 DO7527| DO7528 1201 L                              APPROX. 1.2 KM 1442117.5 |
 DO7527|---------------------------------------------------------------------|
 DO7527
 DO7527                          SUPERSEDED SURVEY CONTROL
 DO7527
 DO7527  NAVD 88             300.86   (m)          987.1    (f) LEVELING    3  
 DO7527
 DO7527.Superseded values are not recommended for survey control.
 DO7527
 DO7527.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DO7527.See file dsdata.pdf to determine how the superseded data were derived.
 DO7527
 DO7527_MARKER: F = FLANGE-ENCASED ROD
 DO7527_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DO7527_STAMPING: 1201 K 2011
 DO7527_MARK LOGO: MNDT
 DO7527_PROJECTION: FLUSH
 DO7527_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DO7527_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DO7527_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DO7527+SATELLITE: SATELLITE OBSERVATIONS - April 05, 2016
 DO7527_ROD/PIPE-DEPTH: 10.1 meters
 DO7527
 DO7527  HISTORY     - Date     Condition        Report By
 DO7527  HISTORY     - 20110622 MONUMENTED       MNDT
 DO7527  HISTORY     - 20160405 GOOD             MNDT
 DO7527
 DO7527                          STATION DESCRIPTION
 DO7527
 DO7527'DESCRIBED BY MN DEPT OF TRANSP 2011
 DO7527'2.0 MILES SOUTHEAST OF MILAN, 1.85 MILES SOUTHEAST ALONG TRUNK HIGHWAY
 DO7527'7 FROM JUNCTION OF TRUNK HIGHWAY 7 AND TRUNK HIGHWAY 40 IN MILAN, AT
 DO7527'TRUNK HIGHWAY 7 MILEPOINT 59.45, 67.7 FEET SOUTHWEST OF TRUNK HIGHWAY
 DO7527'7, 20.6 FEET SOUTHEAST OF FIELD ENTRANCE, 2.4 FEET NORTHWEST OF
 DO7527'WITNESS POST.
 DO7527
 DO7527                          STATION RECOVERY (2016)
 DO7527
 DO7527'RECOVERY NOTE BY MN DEPT OF TRANSP 2016 (SVS)
 DO7527'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DO7528 ***********************************************************************
 DO7528  DESIGNATION -  1201 L
 DO7528  PID         -  DO7528
 DO7528  STATE/COUNTY-  MN/CHIPPEWA
 DO7528  COUNTRY     -  US
 DO7528  USGS QUAD   -  MILAN (2019)
 DO7528
 DO7528                         *CURRENT SURVEY CONTROL
 DO7528  ______________________________________________________________________
 DO7528* NAD 83(2011) POSITION- 45 04 39.98345(N) 095 52 41.97345(W)   ADJUSTED
 DO7528* NAD 83(2011) ELLIP HT-   274.807 (meters)        (05/13/13)   ADJUSTED
 DO7528* NAD 83(2011) EPOCH   -  2010.00
 DO7528* NAVD 88 ORTHO HEIGHT -   301.057 (meters)      987.72  (feet) ADJUSTED
 DO7528  ______________________________________________________________________
 DO7528  GEOID HEIGHT    -        -26.252 (meters)                     GEOID18
 DO7528  NAD 83(2011) X  -   -462,068.237 (meters)                     COMP
 DO7528  NAD 83(2011) Y  - -4,487,945.147 (meters)                     COMP
 DO7528  NAD 83(2011) Z  -  4,493,650.457 (meters)                     COMP
 DO7528  LAPLACE CORR    -         -0.93  (seconds)                    DEFLEC18
 DO7528  DYNAMIC HEIGHT  -        301.034 (meters)      987.64  (feet) COMP
 DO7528  MODELED GRAVITY -    980,533.7   (mgal)                       NAVD 88
 DO7528
 DO7528  VERT ORDER      -  SECOND    CLASS I
 DO7528
 DO7528  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DO7528  Standards:
 DO7528         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DO7528            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DO7528  -------------------------------------------------------------------
 DO7528  NETWORK    0.57   0.82           0.27   0.18   0.42     -0.08022352
 DO7528  -------------------------------------------------------------------
 DO7528  Click here for local accuracies and other accuracy information.
 DO7528
 DO7528.The horizontal coordinates were established by GPS observations
 DO7528.and adjusted by the MN DEPT OF TRANSP in May 2013.
 DO7528
 DO7528.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DO7528.been affixed to the stable North American tectonic plate. See 
 DO7528.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DO7528
 DO7528.The horizontal coordinates are valid at the epoch date displayed above
 DO7528.which is a decimal equivalence of Year/Month/Day.
 DO7528
 DO7528.The orthometric height was determined by differential leveling and
 DO7528.adjusted by the NATIONAL GEODETIC SURVEY
 DO7528.in July 2014.
 DO7528
 DO7528.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO7528.GEOID18 height accuracy estimate available here.
 DO7528
 DO7528.Click photographs - Photos may exist for this station.
 DO7528
 DO7528.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DO7528
 DO7528.The Laplace correction was computed from DEFLEC18 derived deflections.
 DO7528
 DO7528.The ellipsoidal height was determined by GPS observations
 DO7528.and is referenced to NAD 83.
 DO7528
 DO7528.The dynamic height is computed by dividing the NAVD 88
 DO7528.geopotential number by the normal gravity value computed on the
 DO7528.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO7528.degrees latitude (g = 980.6199 gals.).
 DO7528
 DO7528.The modeled gravity was interpolated from observed gravity values.
 DO7528
 DO7528. The following values were computed from the NAD 83(2011) position.
 DO7528
 DO7528;                    North         East     Units Scale Factor Converg.
 DO7528;SPC MN S     -   332,568.746   652,117.500   MT  0.99997262   -1 18 59.7
 DO7528;SPC MN S     - 1,091,102.63  2,139,488.83   sFT  0.99997262   -1 18 59.7
 DO7528;UTM  15      - 4,995,621.015   273,451.132   MT  1.00023113   -2 02 20.1
 DO7528
 DO7528!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DO7528!SPC MN S     -   0.99995692  x   0.99997262  =   0.99992954
 DO7528!UTM  15      -   0.99995692  x   1.00023113  =   1.00018804
 DO7528
 DO7528:                Primary Azimuth Mark                     Grid Az
 DO7528:SPC MN S     -  1201 M                                   140 53 58.8
 DO7528:UTM  15      -  1201 M                                   141 37 19.2
 DO7528
 DO7528_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTK7345195621(NAD 83)
 DO7528
 DO7528|---------------------------------------------------------------------|
 DO7528| PID    Reference Object                     Distance      Geod. Az  |
 DO7528|                                                           dddmmss.s |
 DO7528| DO7529 1201 M                              APPROX. 1.6 KM 1393459.1 |
 DO7528| DO7527 1201 K                              APPROX. 1.2 KM 3242139.6 |
 DO7528|---------------------------------------------------------------------|
 DO7528
 DO7528                          SUPERSEDED SURVEY CONTROL
 DO7528
 DO7528  NAVD 88             301.06   (m)          987.7    (f) LEVELING    3  
 DO7528
 DO7528.Superseded values are not recommended for survey control.
 DO7528
 DO7528.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DO7528.See file dsdata.pdf to determine how the superseded data were derived.
 DO7528
 DO7528_MARKER: F = FLANGE-ENCASED ROD
 DO7528_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DO7528_STAMPING: 1201 L 2011
 DO7528_MARK LOGO: MNDT
 DO7528_PROJECTION: RECESSED 8 CENTIMETERS
 DO7528_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DO7528_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DO7528_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DO7528+SATELLITE: SATELLITE OBSERVATIONS - April 05, 2016
 DO7528_ROD/PIPE-DEPTH: 10.1 meters
 DO7528
 DO7528  HISTORY     - Date     Condition        Report By
 DO7528  HISTORY     - 20110622 MONUMENTED       MNDT
 DO7528  HISTORY     - 20160405 GOOD             MNDT
 DO7528
 DO7528                          STATION DESCRIPTION
 DO7528
 DO7528'DESCRIBED BY MN DEPT OF TRANSP 2011
 DO7528'2.05 MILES SOUTHEAST OF MILAN, 2.65 MILES SOUTHEAST ALONG TRUNK
 DO7528'HIGHWAY 7 FROM JUNCTION OF TRUNK HIGHWAY 7 AND TRUNK HIGHWAY 40 IN
 DO7528'MILAN, AT TRUNK HIGHWAY 7 MILEPOINT 60.25, 66.0 FEET SOUTHWEST OF
 DO7528'SOUTHWEST RAIL OF RAILROAD TRACK, 65.0 FEET NORTHEAST OF TRUNK HIGHWAY
 DO7528'7, 64.0 FEET SOUTHEAST OF CABLE PEDESTAL, 39.5 FEET WEST OF 140TH
 DO7528'AVENUE NORTHWEST, 3.2 FEET NORTHWEST OF WITNESS POST.
 DO7528
 DO7528                          STATION RECOVERY (2016)
 DO7528
 DO7528'RECOVERY NOTE BY MN DEPT OF TRANSP 2016 (SVS)
 DO7528'RECOVERED AS DESCRIBED.
 DO7528'
 DO7528'NOTE-THE STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM ROD
 DO7528'DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION REMOVABLE DISK
 DO7528'SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH PVC
 DO7528'PIPE BACK FILLED WITH WASHED SAND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DO7529 ***********************************************************************
 DO7529  DESIGNATION -  1201 M
 DO7529  PID         -  DO7529
 DO7529  STATE/COUNTY-  MN/CHIPPEWA
 DO7529  COUNTRY     -  US
 DO7529  USGS QUAD   -  WATSON (2019)
 DO7529
 DO7529                         *CURRENT SURVEY CONTROL
 DO7529  ______________________________________________________________________
 DO7529* NAD 83(2011) POSITION- 45 04 00.83199(N) 095 51 54.92917(W)   ADJUSTED
 DO7529* NAD 83(2011) ELLIP HT-   263.861 (meters)        (05/13/13)   ADJUSTED
 DO7529* NAD 83(2011) EPOCH   -  2010.00
 DO7529* NAVD 88 ORTHO HEIGHT -   290.116 (meters)      951.82  (feet) ADJUSTED
 DO7529  ______________________________________________________________________
 DO7529  GEOID HEIGHT    -        -26.251 (meters)                     GEOID18
 DO7529  NAD 83(2011) X  -   -461,131.285 (meters)                     COMP
 DO7529  NAD 83(2011) Y  - -4,488,893.985 (meters)                     COMP
 DO7529  NAD 83(2011) Z  -  4,492,789.128 (meters)                     COMP
 DO7529  LAPLACE CORR    -         -0.88  (seconds)                    DEFLEC18
 DO7529  DYNAMIC HEIGHT  -        290.095 (meters)      951.75  (feet) COMP
 DO7529  MODELED GRAVITY -    980,533.9   (mgal)                       NAVD 88
 DO7529
 DO7529  VERT ORDER      -  SECOND    CLASS I
 DO7529
 DO7529  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DO7529  Standards:
 DO7529         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DO7529            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DO7529  -------------------------------------------------------------------
 DO7529  NETWORK    0.57   0.94           0.27   0.18   0.48     -0.07603422
 DO7529  -------------------------------------------------------------------
 DO7529  Click here for local accuracies and other accuracy information.
 DO7529
 DO7529.The horizontal coordinates were established by GPS observations
 DO7529.and adjusted by the MN DEPT OF TRANSP in May 2013.
 DO7529
 DO7529.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DO7529.been affixed to the stable North American tectonic plate. See 
 DO7529.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DO7529
 DO7529.The horizontal coordinates are valid at the epoch date displayed above
 DO7529.which is a decimal equivalence of Year/Month/Day.
 DO7529
 DO7529.The orthometric height was determined by differential leveling and
 DO7529.adjusted by the NATIONAL GEODETIC SURVEY
 DO7529.in July 2014.
 DO7529
 DO7529.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO7529.GEOID18 height accuracy estimate available here.
 DO7529
 DO7529.Click photographs - Photos may exist for this station.
 DO7529
 DO7529.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DO7529
 DO7529.The Laplace correction was computed from DEFLEC18 derived deflections.
 DO7529
 DO7529.The ellipsoidal height was determined by GPS observations
 DO7529.and is referenced to NAD 83.
 DO7529
 DO7529.The dynamic height is computed by dividing the NAVD 88
 DO7529.geopotential number by the normal gravity value computed on the
 DO7529.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO7529.degrees latitude (g = 980.6199 gals.).
 DO7529
 DO7529.The modeled gravity was interpolated from observed gravity values.
 DO7529
 DO7529. The following values were computed from the NAD 83(2011) position.
 DO7529
 DO7529;                    North         East     Units Scale Factor Converg.
 DO7529;SPC MN S     -   331,336.917   653,118.591   MT  0.99997072   -1 18 26.7
 DO7529;SPC MN S     - 1,087,061.20  2,142,773.24   sFT  0.99997072   -1 18 26.7
 DO7529;UTM  15      - 4,994,376.349   274,436.872   MT  1.00022565   -2 01 45.3
 DO7529
 DO7529!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DO7529!SPC MN S     -   0.99995863  x   0.99997072  =   0.99992935
 DO7529!UTM  15      -   0.99995863  x   1.00022565  =   1.00018427
 DO7529
 DO7529:                Primary Azimuth Mark                     Grid Az
 DO7529:SPC MN S     -  1201 L                                   320 53 59.1
 DO7529:UTM  15      -  1201 L                                   321 37 17.7
 DO7529
 DO7529_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTK7443694376(NAD 83)
 DO7529
 DO7529|---------------------------------------------------------------------|
 DO7529| PID    Reference Object                     Distance      Geod. Az  |
 DO7529|                                                           dddmmss.s |
 DO7529| DO7528 1201 L                              APPROX. 1.6 KM 3193532.4 |
 DO7529|---------------------------------------------------------------------|
 DO7529
 DO7529                          SUPERSEDED SURVEY CONTROL
 DO7529
 DO7529  NAVD 88             290.12   (m)          951.8    (f) LEVELING    3  
 DO7529
 DO7529.Superseded values are not recommended for survey control.
 DO7529
 DO7529.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DO7529.See file dsdata.pdf to determine how the superseded data were derived.
 DO7529
 DO7529_MARKER: I = METAL ROD
 DO7529_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DO7529_STAMPING: 1201 M 2011
 DO7529_MARK LOGO: MNDT
 DO7529_PROJECTION: RECESSED 5 CENTIMETERS
 DO7529_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DO7529_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DO7529_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DO7529+SATELLITE: SATELLITE OBSERVATIONS - June 22, 2011
 DO7529_ROD/PIPE-DEPTH: 4.6 meters
 DO7529
 DO7529  HISTORY     - Date     Condition        Report By
 DO7529  HISTORY     - 20110622 MONUMENTED       MNDT
 DO7529
 DO7529                          STATION DESCRIPTION
 DO7529
 DO7529'DESCRIBED BY MN DEPT OF TRANSP 2011
 DO7529'3.5 MILES SOUTHEAST OF MILAN, 3.7 MILES SOUTHEAST ALONG TRUNK HIGHWAY
 DO7529'7 FROM JUNCTION OF TRUNK HIGHWAY 7 AND TRUNK HIGHWAY 40 IN MILAN, AT
 DO7529'TRUNK HIGHWAY 7 MILEPOINT 61.15, 62.4 FEET SOUTHWEST OF TRUNK HIGHWAY
 DO7529'7, 8.9 FEET NORTHWEST OF FIELD ENTRANCE TO LAC QUI PARLE STATE PARK,
 DO7529'5.9 FEET SOUTHEAST OF WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DO8574 ***********************************************************************
 DO8574  DESIGNATION -  1201 N
 DO8574  PID         -  DO8574
 DO8574  STATE/COUNTY-  MN/CHIPPEWA
 DO8574  COUNTRY     -  US
 DO8574  USGS QUAD   -  WATSON (2019)
 DO8574
 DO8574                         *CURRENT SURVEY CONTROL
 DO8574  ______________________________________________________________________
 DO8574* NAD 83(1986) POSITION- 45 03 31.01   (N) 095 51 10.35   (W)   HD_HELD1
 DO8574* NAVD 88 ORTHO HEIGHT -   289.994 (meters)      951.42  (feet) ADJUSTED
 DO8574  ______________________________________________________________________
 DO8574  GEOID HEIGHT    -        -26.252 (meters)                     GEOID18
 DO8574  DYNAMIC HEIGHT  -        289.972 (meters)      951.35  (feet) COMP
 DO8574  MODELED GRAVITY -    980,534.1   (mgal)                       NAVD 88
 DO8574
 DO8574  VERT ORDER      -  SECOND    CLASS I
 DO8574
 DO8574.The horizontal coordinates were determined by differentially corrected
 DO8574.hand held GPS observations or other comparable positioning techniques
 DO8574.and have an estimated accuracy of +/- 3 meters.
 DO8574
 DO8574.The orthometric height was determined by differential leveling and
 DO8574.adjusted by the NATIONAL GEODETIC SURVEY
 DO8574.in July 2014.
 DO8574
 DO8574.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO8574.GEOID18 height accuracy estimate available here.
 DO8574
 DO8574.Click photographs - Photos may exist for this station.
 DO8574
 DO8574.The dynamic height is computed by dividing the NAVD 88
 DO8574.geopotential number by the normal gravity value computed on the
 DO8574.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO8574.degrees latitude (g = 980.6199 gals.).
 DO8574
 DO8574.The modeled gravity was interpolated from observed gravity values.
 DO8574
 DO8574;                    North         East    Units  Estimated Accuracy
 DO8574;SPC MN S     -   330,394.4     654,072.7     MT  (+/- 3 meters HH1 GPS) 
 DO8574
 DO8574_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTK7537993421(NAD 83)
 DO8574
 DO8574                          SUPERSEDED SURVEY CONTROL
 DO8574
 DO8574.No superseded survey control is available for this station.
 DO8574
 DO8574_MARKER: DD = SURVEY DISK
 DO8574_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DO8574_SP_SET: BRIDGE RAILING
 DO8574_STAMPING: 1201 N 2011
 DO8574_MARK LOGO: MNHD
 DO8574_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DO8574_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DO8574_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DO8574+SATELLITE: SATELLITE OBSERVATIONS - June 22, 2011
 DO8574
 DO8574  HISTORY     - Date     Condition        Report By
 DO8574  HISTORY     - 20110622 MONUMENTED       MNDT
 DO8574
 DO8574                          STATION DESCRIPTION
 DO8574
 DO8574'DESCRIBED BY MN DEPT OF TRANSP 2011
 DO8574'THE MARK IS 4.5 MI (7.2 KM) SOUTHEAST OF MILAN.
 DO8574'
 DO8574'TO REACH THE MARK IS IN BRIDGE RAILING IN SOUTHEAST CORNER OF TRUNK
 DO8574'HIGHWAY 7 BRIDGE NUMBER 12010 OVER CHIPPEWA DIVERSION CHANNEL, 4.85 MI
 DO8574'(7.8 KM) SOUTHEAST ALONG TRUNK HIGHWAY 7 FROM THE JUNCTION TRUNK
 DO8574'HIGHWAY 7 AND TRUNK HIGHWAY 40 IN MILAN, AT TRUNK HIGHWAY 7 MILE POINT
 DO8574'62.0.
 DO8574'
 DO8574'THE MARK IS 29.0 FT (8.8 M) NORTHEAST OF TRUNK HIGHWAY 7, 1.9 FT (0.6
 DO8574'M) NORTHWEST OF THE SOUTHEAST CORNER OF RAIL.  DISK SET IN A DRILL
 DO8574'HOLE IN BRIDGE RAILING.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DO7530 ***********************************************************************
 DO7530  DESIGNATION -  1201 P
 DO7530  PID         -  DO7530
 DO7530  STATE/COUNTY-  MN/CHIPPEWA
 DO7530  COUNTRY     -  US
 DO7530  USGS QUAD   -  WATSON (2019)
 DO7530
 DO7530                         *CURRENT SURVEY CONTROL
 DO7530  ______________________________________________________________________
 DO7530* NAD 83(2011) POSITION- 45 02 05.84033(N) 095 49 53.10177(W)   ADJUSTED
 DO7530* NAD 83(2011) ELLIP HT-   290.724 (meters)        (05/13/13)   ADJUSTED
 DO7530* NAD 83(2011) EPOCH   -  2010.00
 DO7530* NAVD 88 ORTHO HEIGHT -   316.977 (meters)     1039.95  (feet) ADJUSTED
 DO7530  ______________________________________________________________________
 DO7530  GEOID HEIGHT    -        -26.253 (meters)                     GEOID18
 DO7530  NAD 83(2011) X  -   -458,737.099 (meters)                     COMP
 DO7530  NAD 83(2011) Y  - -4,491,683.881 (meters)                     COMP
 DO7530  NAD 83(2011) Z  -  4,490,300.163 (meters)                     COMP
 DO7530  LAPLACE CORR    -         -1.61  (seconds)                    DEFLEC18
 DO7530  DYNAMIC HEIGHT  -        316.954 (meters)     1039.87  (feet) COMP
 DO7530  MODELED GRAVITY -    980,534.0   (mgal)                       NAVD 88
 DO7530
 DO7530  VERT ORDER      -  SECOND    CLASS I
 DO7530
 DO7530  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DO7530  Standards:
 DO7530         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DO7530            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DO7530  -------------------------------------------------------------------
 DO7530  NETWORK    0.38   0.41           0.17   0.13   0.21      0.20675680
 DO7530  -------------------------------------------------------------------
 DO7530  Click here for local accuracies and other accuracy information.
 DO7530
 DO7530.The horizontal coordinates were established by GPS observations
 DO7530.and adjusted by the MN DEPT OF TRANSP in May 2013.
 DO7530
 DO7530.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DO7530.been affixed to the stable North American tectonic plate. See 
 DO7530.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DO7530
 DO7530.The horizontal coordinates are valid at the epoch date displayed above
 DO7530.which is a decimal equivalence of Year/Month/Day.
 DO7530
 DO7530.The orthometric height was determined by differential leveling and
 DO7530.adjusted by the NATIONAL GEODETIC SURVEY
 DO7530.in July 2014.
 DO7530
 DO7530.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO7530.GEOID18 height accuracy estimate available here.
 DO7530
 DO7530.Click photographs - Photos may exist for this station.
 DO7530
 DO7530.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DO7530
 DO7530.The Laplace correction was computed from DEFLEC18 derived deflections.
 DO7530
 DO7530.The ellipsoidal height was determined by GPS observations
 DO7530.and is referenced to NAD 83.
 DO7530
 DO7530.The dynamic height is computed by dividing the NAVD 88
 DO7530.geopotential number by the normal gravity value computed on the
 DO7530.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO7530.degrees latitude (g = 980.6199 gals.).
 DO7530
 DO7530.The modeled gravity was interpolated from observed gravity values.
 DO7530
 DO7530. The following values were computed from the NAD 83(2011) position.
 DO7530
 DO7530;                    North         East     Units Scale Factor Converg.
 DO7530;SPC MN S     -   327,727.848   655,703.453   MT  0.99996537   -1 17 01.3
 DO7530;SPC MN S     - 1,075,220.45  2,151,253.75   sFT  0.99996537   -1 17 01.3
 DO7530;UTM  15      - 4,990,734.119   276,976.741   MT  1.00021164   -2 00 15.0
 DO7530
 DO7530!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DO7530!SPC MN S     -   0.99995442  x   0.99996537  =   0.99991979
 DO7530!UTM  15      -   0.99995442  x   1.00021164  =   1.00016605
 DO7530
 DO7530_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTK7697690734(NAD 83)
 DO7530
 DO7530                          SUPERSEDED SURVEY CONTROL
 DO7530
 DO7530  NAVD 88             316.98   (m)         1040.0    (f) LEVELING    3  
 DO7530
 DO7530.Superseded values are not recommended for survey control.
 DO7530
 DO7530.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DO7530.See file dsdata.pdf to determine how the superseded data were derived.
 DO7530
 DO7530_MARKER: I = METAL ROD
 DO7530_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DO7530_STAMPING: 1201 P 2011
 DO7530_MARK LOGO: MNDT
 DO7530_PROJECTION: RECESSED 3 CENTIMETERS
 DO7530_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DO7530_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DO7530_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DO7530+SATELLITE: SATELLITE OBSERVATIONS - June 22, 2011
 DO7530_ROD/PIPE-DEPTH: 7.6 meters
 DO7530
 DO7530  HISTORY     - Date     Condition        Report By
 DO7530  HISTORY     - 20110622 MONUMENTED       MNDT
 DO7530
 DO7530                          STATION DESCRIPTION
 DO7530
 DO7530'DESCRIBED BY MN DEPT OF TRANSP 2011
 DO7530'6.5 MILES SOUTHEAST OF MILAN, 6.3 MILES SOUTHEAST ALONG TRUNK HIGHWAY
 DO7530'7 FROM JUNCTION OF TRUNK HIGHWAY 7 AND TRUNK HIGHWAY 40 IN MILAN, AT
 DO7530'TRUNK HIGHWAY 7 MILEPOINT 63.9, 68.0 FEET NORTHEAST OF TRUNK HIGHWAY
 DO7530'7, 13.5 FEET SOUTHEAST OF FIELD ENTRANCE, 1.5 FEET NORTHWEST OF
 DO7530'WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DO7531 ***********************************************************************
 DO7531  DESIGNATION -  1201 Q
 DO7531  PID         -  DO7531
 DO7531  STATE/COUNTY-  MN/CHIPPEWA
 DO7531  COUNTRY     -  US
 DO7531  USGS QUAD   -  WATSON (2019)
 DO7531
 DO7531                         *CURRENT SURVEY CONTROL
 DO7531  ______________________________________________________________________
 DO7531* NAD 83(2011) POSITION- 45 00 03.77979(N) 095 47 29.36875(W)   ADJUSTED
 DO7531* NAD 83(2011) ELLIP HT-   284.726 (meters)        (05/13/13)   ADJUSTED
 DO7531* NAD 83(2011) EPOCH   -  2010.00
 DO7531* NAVD 88 ORTHO HEIGHT -   310.997 (meters)     1020.33  (feet) ADJUSTED
 DO7531  ______________________________________________________________________
 DO7531  GEOID HEIGHT    -        -26.272 (meters)                     GEOID18
 DO7531  NAD 83(2011) X  -   -455,875.543 (meters)                     COMP
 DO7531  NAD 83(2011) Y  - -4,494,649.977 (meters)                     COMP
 DO7531  NAD 83(2011) Z  -  4,487,632.250 (meters)                     COMP
 DO7531  LAPLACE CORR    -         -1.76  (seconds)                    DEFLEC18
 DO7531  DYNAMIC HEIGHT  -        310.974 (meters)     1020.25  (feet) COMP
 DO7531  MODELED GRAVITY -    980,534.5   (mgal)                       NAVD 88
 DO7531
 DO7531  VERT ORDER      -  SECOND    CLASS I
 DO7531
 DO7531  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DO7531  Standards:
 DO7531         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DO7531            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DO7531  -------------------------------------------------------------------
 DO7531  NETWORK    0.64   0.78           0.29   0.22   0.40      0.20611789
 DO7531  -------------------------------------------------------------------
 DO7531  Click here for local accuracies and other accuracy information.
 DO7531
 DO7531.The horizontal coordinates were established by GPS observations
 DO7531.and adjusted by the MN DEPT OF TRANSP in May 2013.
 DO7531
 DO7531.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DO7531.been affixed to the stable North American tectonic plate. See 
 DO7531.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DO7531
 DO7531.The horizontal coordinates are valid at the epoch date displayed above
 DO7531.which is a decimal equivalence of Year/Month/Day.
 DO7531
 DO7531.The orthometric height was determined by differential leveling and
 DO7531.adjusted by the NATIONAL GEODETIC SURVEY
 DO7531.in July 2014.
 DO7531
 DO7531.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO7531.GEOID18 height accuracy estimate available here.
 DO7531
 DO7531.Click photographs - Photos may exist for this station.
 DO7531
 DO7531.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DO7531
 DO7531.The Laplace correction was computed from DEFLEC18 derived deflections.
 DO7531
 DO7531.The ellipsoidal height was determined by GPS observations
 DO7531.and is referenced to NAD 83.
 DO7531
 DO7531.The dynamic height is computed by dividing the NAVD 88
 DO7531.geopotential number by the normal gravity value computed on the
 DO7531.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO7531.degrees latitude (g = 980.6199 gals.).
 DO7531
 DO7531.The modeled gravity was interpolated from observed gravity values.
 DO7531
 DO7531. The following values were computed from the NAD 83(2011) position.
 DO7531
 DO7531;                    North         East     Units Scale Factor Converg.
 DO7531;SPC MN S     -   323,891.169   658,766.112   MT  0.99996003   -1 15 20.5
 DO7531;SPC MN S     - 1,062,632.94  2,161,301.82   sFT  0.99996003   -1 15 20.5
 DO7531;UTM  15      - 4,986,858.339   279,991.691   MT  1.00019522   -1 58 28.9
 DO7531
 DO7531!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DO7531!SPC MN S     -   0.99995536  x   0.99996003  =   0.99991539
 DO7531!UTM  15      -   0.99995536  x   1.00019522  =   1.00015057
 DO7531
 DO7531_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTK7999186858(NAD 83)
 DO7531
 DO7531                          SUPERSEDED SURVEY CONTROL
 DO7531
 DO7531  NAVD 88             311.00   (m)         1020.3    (f) LEVELING    3  
 DO7531
 DO7531.Superseded values are not recommended for survey control.
 DO7531
 DO7531.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DO7531.See file dsdata.pdf to determine how the superseded data were derived.
 DO7531
 DO7531_MARKER: I = METAL ROD
 DO7531_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DO7531_STAMPING: 1201 Q 2011
 DO7531_MARK LOGO: MNDT
 DO7531_PROJECTION: RECESSED 3 CENTIMETERS
 DO7531_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DO7531_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DO7531_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DO7531+SATELLITE: SATELLITE OBSERVATIONS - May 19, 2021
 DO7531_ROD/PIPE-DEPTH: 6.1 meters
 DO7531
 DO7531  HISTORY     - Date     Condition        Report By
 DO7531  HISTORY     - 20110622 MONUMENTED       MNDT
 DO7531  HISTORY     - 20210519 GOOD             MNDT
 DO7531
 DO7531                          STATION DESCRIPTION
 DO7531
 DO7531'DESCRIBED BY MN DEPT OF TRANSP 2011
 DO7531'6.5 MILES SOUTHEAST OF MILAN, 6.3 MILES SOUTHEAST ALONG TRUNK HIGHWAY
 DO7531'7 FROM JUNCTION OF TRUNK HIGHWAY 7 AND TRUNK HIGHWAY 40 IN MILAN, AT
 DO7531'TRUNK HIGHWAY 7 MILEPOINT 63.9, 68.0 FEET NORTHEAST OF TRUNK HIGHWAY
 DO7531'7, 13.5 FEET SOUTHEAST OF FIELD ENTRANCE, 1.5 FEET NORTHWEST OF
 DO7531'WITNESS POST.
 DO7531
 DO7531                          STATION RECOVERY (2021)
 DO7531
 DO7531'RECOVERY NOTE BY MN DEPT OF TRANSP 2021 (TJD)
 DO7531'6.5 MI (10.5 KM) SOUTHEAST OF MILAN, 6.3 MI (10.1 KM) SOUTHEAST ALONG
 DO7531'TRUNK HIGHWAY 7 FROM THE JUNCTION OF TRUNK HIGHWAY 7 AND TRUNK HIGHWAY
 DO7531'40 IN MILAN, AT TRUNK HIGHWAY 7 MILE POINT 63.9, 68.0 FT (20.7 M)
 DO7531'NORTHEAST OF TRUNK HIGHWAY 7, 13.5 FT (4.1 M) SOUTHEAST OF A FIELD
 DO7531'ENTRANCE, 5.0 FT (1.5 M) NORTHEAST OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DO7532 ***********************************************************************
 DO7532  DESIGNATION -  1201 R
 DO7532  PID         -  DO7532
 DO7532  STATE/COUNTY-  MN/CHIPPEWA
 DO7532  COUNTRY     -  US
 DO7532  USGS QUAD   -  CLARKFIELD NE (2019)
 DO7532
 DO7532                         *CURRENT SURVEY CONTROL
 DO7532  ______________________________________________________________________
 DO7532* NAD 83(2011) POSITION- 44 58 48.17246(N) 095 45 24.56565(W)   ADJUSTED
 DO7532* NAD 83(2011) ELLIP HT-   279.489 (meters)        (05/13/13)   ADJUSTED
 DO7532* NAD 83(2011) EPOCH   -  2010.00
 DO7532* NAVD 88 ORTHO HEIGHT -   305.775 (meters)     1003.20  (feet) ADJUSTED
 DO7532  ______________________________________________________________________
 DO7532  GEOID HEIGHT    -        -26.295 (meters)                     GEOID18
 DO7532  NAD 83(2011) X  -   -453,321.068 (meters)                     COMP
 DO7532  NAD 83(2011) Y  - -4,496,563.161 (meters)                     COMP
 DO7532  NAD 83(2011) Z  -  4,485,977.822 (meters)                     COMP
 DO7532  LAPLACE CORR    -         -1.77  (seconds)                    DEFLEC18
 DO7532  DYNAMIC HEIGHT  -        305.753 (meters)     1003.12  (feet) COMP
 DO7532  MODELED GRAVITY -    980,539.1   (mgal)                       NAVD 88
 DO7532
 DO7532  VERT ORDER      -  SECOND    CLASS I
 DO7532
 DO7532  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DO7532  Standards:
 DO7532         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DO7532            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DO7532  -------------------------------------------------------------------
 DO7532  NETWORK    0.60   0.57           0.27   0.20   0.29      0.28995561
 DO7532  -------------------------------------------------------------------
 DO7532  Click here for local accuracies and other accuracy information.
 DO7532
 DO7532.The horizontal coordinates were established by GPS observations
 DO7532.and adjusted by the MN DEPT OF TRANSP in May 2013.
 DO7532
 DO7532.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DO7532.been affixed to the stable North American tectonic plate. See 
 DO7532.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DO7532
 DO7532.The horizontal coordinates are valid at the epoch date displayed above
 DO7532.which is a decimal equivalence of Year/Month/Day.
 DO7532
 DO7532.The orthometric height was determined by differential leveling and
 DO7532.adjusted by the NATIONAL GEODETIC SURVEY
 DO7532.in July 2014.
 DO7532
 DO7532.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO7532.GEOID18 height accuracy estimate available here.
 DO7532
 DO7532.Click photographs - Photos may exist for this station.
 DO7532
 DO7532.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DO7532
 DO7532.The Laplace correction was computed from DEFLEC18 derived deflections.
 DO7532
 DO7532.The ellipsoidal height was determined by GPS observations
 DO7532.and is referenced to NAD 83.
 DO7532
 DO7532.The dynamic height is computed by dividing the NAVD 88
 DO7532.geopotential number by the normal gravity value computed on the
 DO7532.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO7532.degrees latitude (g = 980.6199 gals.).
 DO7532
 DO7532.The modeled gravity was interpolated from observed gravity values.
 DO7532
 DO7532. The following values were computed from the NAD 83(2011) position.
 DO7532
 DO7532;                    North         East     Units Scale Factor Converg.
 DO7532;SPC MN S     -   321,498.497   661,448.578   MT  0.99995690   -1 13 53.1
 DO7532;SPC MN S     - 1,054,782.99  2,170,102.54   sFT  0.99995690   -1 13 53.1
 DO7532;UTM  15      - 4,984,431.659   282,644.549   MT  1.00018096   -1 56 58.0
 DO7532
 DO7532!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DO7532!SPC MN S     -   0.99995618  x   0.99995690  =   0.99991308
 DO7532!UTM  15      -   0.99995618  x   1.00018096  =   1.00013713
 DO7532
 DO7532:                Primary Azimuth Mark                     Grid Az
 DO7532:SPC MN S     -  1201 S                                   138 53 42.5
 DO7532:UTM  15      -  1201 S                                   139 36 47.4
 DO7532
 DO7532_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTK8264484431(NAD 83)
 DO7532
 DO7532|---------------------------------------------------------------------|
 DO7532| PID    Reference Object                     Distance      Geod. Az  |
 DO7532|                                                           dddmmss.s |
 DO7532| DO7533 1201 S                              APPROX. 0.9 KM 1373949.4 |
 DO7532|---------------------------------------------------------------------|
 DO7532
 DO7532                          SUPERSEDED SURVEY CONTROL
 DO7532
 DO7532  NAVD 88             305.78   (m)         1003.2    (f) LEVELING    3  
 DO7532
 DO7532.Superseded values are not recommended for survey control.
 DO7532
 DO7532.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DO7532.See file dsdata.pdf to determine how the superseded data were derived.
 DO7532
 DO7532_MARKER: I = METAL ROD
 DO7532_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DO7532_STAMPING: 1201 R 2011
 DO7532_MARK LOGO: MNDT
 DO7532_PROJECTION: RECESSED 3 CENTIMETERS
 DO7532_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DO7532_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DO7532_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DO7532+SATELLITE: SATELLITE OBSERVATIONS - June 22, 2011
 DO7532_ROD/PIPE-DEPTH: 11.6 meters
 DO7532
 DO7532  HISTORY     - Date     Condition        Report By
 DO7532  HISTORY     - 20110622 MONUMENTED       MNDT
 DO7532
 DO7532                          STATION DESCRIPTION
 DO7532
 DO7532'DESCRIBED BY MN DEPT OF TRANSP 2011
 DO7532'3.0 MILES NORTHWEST OF MONTEVIDEO, 3.4 MILES NORTHWEST ALONG TRUNK
 DO7532'HIGHWAY 7 FROM JUNCTION OF TRUNK HIGHWAY 7 AND TRUNK HIGHWAY 29 IN
 DO7532'MONTEVIDEO, AT TRUNK HIGHWAY 7 MILEPOINT 69.25, 51.9 FEET SOUTHWEST OF
 DO7532'TRUNK HIGHWAY 7, 16.2 FEET NORTHWEST OF FIELD ENTRANCE, 1.5 FEET
 DO7532'SOUTHEAST OF WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DO7533 ***********************************************************************
 DO7533  DESIGNATION -  1201 S
 DO7533  PID         -  DO7533
 DO7533  STATE/COUNTY-  MN/CHIPPEWA
 DO7533  COUNTRY     -  US
 DO7533  USGS QUAD   -  MONTEVIDEO (2019)
 DO7533
 DO7533                         *CURRENT SURVEY CONTROL
 DO7533  ______________________________________________________________________
 DO7533* NAD 83(2011) POSITION- 44 58 25.89903(N) 095 44 55.97771(W)   ADJUSTED
 DO7533* NAD 83(2011) ELLIP HT-   279.941 (meters)        (05/13/13)   ADJUSTED
 DO7533* NAD 83(2011) EPOCH   -  2010.00
 DO7533* NAVD 88 ORTHO HEIGHT -   306.233 (meters)     1004.70  (feet) ADJUSTED
 DO7533  ______________________________________________________________________
 DO7533  GEOID HEIGHT    -        -26.302 (meters)                     GEOID18
 DO7533  NAD 83(2011) X  -   -452,746.564 (meters)                     COMP
 DO7533  NAD 83(2011) Y  - -4,497,109.837 (meters)                     COMP
 DO7533  NAD 83(2011) Z  -  4,485,491.735 (meters)                     COMP
 DO7533  LAPLACE CORR    -         -1.78  (seconds)                    DEFLEC18
 DO7533  DYNAMIC HEIGHT  -        306.212 (meters)     1004.63  (feet) COMP
 DO7533  MODELED GRAVITY -    980,538.9   (mgal)                       NAVD 88
 DO7533
 DO7533  VERT ORDER      -  SECOND    CLASS I
 DO7533
 DO7533  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DO7533  Standards:
 DO7533         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DO7533            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DO7533  -------------------------------------------------------------------
 DO7533  NETWORK    0.57   0.57           0.26   0.19   0.29      0.27621645
 DO7533  -------------------------------------------------------------------
 DO7533  Click here for local accuracies and other accuracy information.
 DO7533
 DO7533.The horizontal coordinates were established by GPS observations
 DO7533.and adjusted by the MN DEPT OF TRANSP in May 2013.
 DO7533
 DO7533.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DO7533.been affixed to the stable North American tectonic plate. See 
 DO7533.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DO7533
 DO7533.The horizontal coordinates are valid at the epoch date displayed above
 DO7533.which is a decimal equivalence of Year/Month/Day.
 DO7533
 DO7533.The orthometric height was determined by differential leveling and
 DO7533.adjusted by the NATIONAL GEODETIC SURVEY
 DO7533.in July 2014.
 DO7533
 DO7533.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO7533.GEOID18 height accuracy estimate available here.
 DO7533
 DO7533.Click photographs - Photos may exist for this station.
 DO7533
 DO7533.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DO7533
 DO7533.The Laplace correction was computed from DEFLEC18 derived deflections.
 DO7533
 DO7533.The ellipsoidal height was determined by GPS observations
 DO7533.and is referenced to NAD 83.
 DO7533
 DO7533.The dynamic height is computed by dividing the NAVD 88
 DO7533.geopotential number by the normal gravity value computed on the
 DO7533.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO7533.degrees latitude (g = 980.6199 gals.).
 DO7533
 DO7533.The modeled gravity was interpolated from observed gravity values.
 DO7533
 DO7533. The following values were computed from the NAD 83(2011) position.
 DO7533
 DO7533;                    North         East     Units Scale Factor Converg.
 DO7533;SPC MN S     -   320,797.678   662,060.045   MT  0.99995600   -1 13 33.0
 DO7533;SPC MN S     - 1,052,483.72  2,172,108.66   sFT  0.99995600   -1 13 33.0
 DO7533;UTM  15      - 4,983,723.076   283,247.322   MT  1.00017774   -1 56 37.0
 DO7533
 DO7533!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DO7533!SPC MN S     -   0.99995611  x   0.99995600  =   0.99991211
 DO7533!UTM  15      -   0.99995611  x   1.00017774  =   1.00013384
 DO7533
 DO7533:                Primary Azimuth Mark                     Grid Az
 DO7533:SPC MN S     -  1201 T                                   171 50 05.2
 DO7533:UTM  15      -  1201 T                                   172 33 09.2
 DO7533
 DO7533_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTK8324783723(NAD 83)
 DO7533
 DO7533|---------------------------------------------------------------------|
 DO7533| PID    Reference Object                     Distance      Geod. Az  |
 DO7533|                                                           dddmmss.s |
 DO7533| DO7534 1201 T                              APPROX. 1.1 KM 1703632.2 |
 DO7533| DO7532 1201 R                              APPROX. 0.9 KM 3174009.6 |
 DO7533|---------------------------------------------------------------------|
 DO7533
 DO7533                          SUPERSEDED SURVEY CONTROL
 DO7533
 DO7533  NAVD 88             306.24   (m)         1004.7    (f) LEVELING    3  
 DO7533
 DO7533.Superseded values are not recommended for survey control.
 DO7533
 DO7533.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DO7533.See file dsdata.pdf to determine how the superseded data were derived.
 DO7533
 DO7533_MARKER: I = METAL ROD
 DO7533_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DO7533_STAMPING: 1201 S 2011
 DO7533_MARK LOGO: MNDT
 DO7533_PROJECTION: RECESSED 3 CENTIMETERS
 DO7533_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DO7533_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DO7533_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DO7533+SATELLITE: SATELLITE OBSERVATIONS - June 22, 2011
 DO7533_ROD/PIPE-DEPTH: 9.1 meters
 DO7533
 DO7533  HISTORY     - Date     Condition        Report By
 DO7533  HISTORY     - 20110622 MONUMENTED       MNDT
 DO7533
 DO7533                          STATION DESCRIPTION
 DO7533
 DO7533'DESCRIBED BY MN DEPT OF TRANSP 2011
 DO7533'2.5 MILES NORTHWEST OF MONTEVIDEO, 2.85 MILES NORTHWEST ALONG TRUNK
 DO7533'HIGHWAY 7/59 FROM JUNCTION OF TRUNK HIGHWAY 7/59 AND TRUNK HIGHWAY 29
 DO7533'IN MONTEVIDEO, AT TRUNK HIGHWAY 7 MILEPOINT 69.8, 86.1 FEET NORTHEAST
 DO7533'OF TRUNK HIGHWAY 7, 16.2 FEET SOUTHEAST OF FIELD ENTRANCE, 1.5 FEET
 DO7533'NORTHWEST OF WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DO7534 ***********************************************************************
 DO7534  DESIGNATION -  1201 T
 DO7534  PID         -  DO7534
 DO7534  STATE/COUNTY-  MN/CHIPPEWA
 DO7534  COUNTRY     -  US
 DO7534  USGS QUAD   -  MONTEVIDEO (2019)
 DO7534
 DO7534                         *CURRENT SURVEY CONTROL
 DO7534  ______________________________________________________________________
 DO7534* NAD 83(2011) POSITION- 44 57 49.42200(N) 095 44 47.48000(W)   ADJUSTED
 DO7534* NAD 83(2011) ELLIP HT-   278.640 (meters)        (05/13/13)   ADJUSTED
 DO7534* NAD 83(2011) EPOCH   -  2010.00
 DO7534* NAVD 88 ORTHO HEIGHT -   304.941 (meters)     1000.46  (feet) ADJUSTED
 DO7534  ______________________________________________________________________
 DO7534  GEOID HEIGHT    -        -26.307 (meters)                     GEOID18
 DO7534  NAD 83(2011) X  -   -452,640.884 (meters)                     COMP
 DO7534  NAD 83(2011) Y  - -4,497,919.400 (meters)                     COMP
 DO7534  NAD 83(2011) Z  -  4,484,694.118 (meters)                     COMP
 DO7534  LAPLACE CORR    -         -1.62  (seconds)                    DEFLEC18
 DO7534  DYNAMIC HEIGHT  -        304.920 (meters)     1000.39  (feet) COMP
 DO7534  MODELED GRAVITY -    980,538.3   (mgal)                       NAVD 88
 DO7534
 DO7534  VERT ORDER      -  SECOND    CLASS I
 DO7534
 DO7534  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DO7534  Standards:
 DO7534         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DO7534            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DO7534  -------------------------------------------------------------------
 DO7534  NETWORK    0.50   0.55           0.23   0.17   0.28      0.23687863
 DO7534  -------------------------------------------------------------------
 DO7534  Click here for local accuracies and other accuracy information.
 DO7534
 DO7534.The horizontal coordinates were established by GPS observations
 DO7534.and adjusted by the MN DEPT OF TRANSP in May 2013.
 DO7534
 DO7534.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DO7534.been affixed to the stable North American tectonic plate. See 
 DO7534.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DO7534
 DO7534.The horizontal coordinates are valid at the epoch date displayed above
 DO7534.which is a decimal equivalence of Year/Month/Day.
 DO7534
 DO7534.The orthometric height was determined by differential leveling and
 DO7534.adjusted by the NATIONAL GEODETIC SURVEY
 DO7534.in July 2014.
 DO7534
 DO7534.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO7534.GEOID18 height accuracy estimate available here.
 DO7534
 DO7534.Click photographs - Photos may exist for this station.
 DO7534
 DO7534.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DO7534
 DO7534.The Laplace correction was computed from DEFLEC18 derived deflections.
 DO7534
 DO7534.The ellipsoidal height was determined by GPS observations
 DO7534.and is referenced to NAD 83.
 DO7534
 DO7534.The dynamic height is computed by dividing the NAVD 88
 DO7534.geopotential number by the normal gravity value computed on the
 DO7534.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO7534.degrees latitude (g = 980.6199 gals.).
 DO7534
 DO7534.The modeled gravity was interpolated from observed gravity values.
 DO7534
 DO7534. The following values were computed from the NAD 83(2011) position.
 DO7534
 DO7534;                    North         East     Units Scale Factor Converg.
 DO7534;SPC MN S     -   319,667.968   662,222.139   MT  0.99995456   -1 13 27.1
 DO7534;SPC MN S     - 1,048,777.33  2,172,640.47   sFT  0.99995456   -1 13 27.1
 DO7534;UTM  15      - 4,982,591.172   283,395.288   MT  1.00017695   -1 56 29.8
 DO7534
 DO7534!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DO7534!SPC MN S     -   0.99995631  x   0.99995456  =   0.99991088
 DO7534!UTM  15      -   0.99995631  x   1.00017695  =   1.00013326
 DO7534
 DO7534:                Primary Azimuth Mark                     Grid Az
 DO7534:SPC MN S     -  1201 S                                   351 50 05.3
 DO7534:UTM  15      -  1201 S                                   352 33 08.0
 DO7534
 DO7534_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTK8339582591(NAD 83)
 DO7534
 DO7534|---------------------------------------------------------------------|
 DO7534| PID    Reference Object                     Distance      Geod. Az  |
 DO7534|                                                           dddmmss.s |
 DO7534| DO7533 1201 S                              APPROX. 1.1 KM 3503638.2 |
 DO7534|---------------------------------------------------------------------|
 DO7534
 DO7534                          SUPERSEDED SURVEY CONTROL
 DO7534
 DO7534  NAVD 88             304.94   (m)         1000.5    (f) LEVELING    3  
 DO7534
 DO7534.Superseded values are not recommended for survey control.
 DO7534
 DO7534.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DO7534.See file dsdata.pdf to determine how the superseded data were derived.
 DO7534
 DO7534_MARKER: I = METAL ROD
 DO7534_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DO7534_STAMPING: 1201 T 2011
 DO7534_MARK LOGO: MNDT
 DO7534_PROJECTION: RECESSED 3 CENTIMETERS
 DO7534_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DO7534_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DO7534_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DO7534+SATELLITE: SATELLITE OBSERVATIONS - June 22, 2011
 DO7534_ROD/PIPE-DEPTH: 12.2 meters
 DO7534
 DO7534  HISTORY     - Date     Condition        Report By
 DO7534  HISTORY     - 20110622 MONUMENTED       MNDT
 DO7534
 DO7534                          STATION DESCRIPTION
 DO7534
 DO7534'DESCRIBED BY MN DEPT OF TRANSP 2011
 DO7534'1.5 MILES NORTHWEST OF MONTEVIDEO, 2.1 MILES NORTHWEST ALONG TRUNK
 DO7534'HIGHWAY 7 FROM JUNCTION OF TRUNK HIGHWAY 7 AND TRUNK HIGHWAY 29 IN
 DO7534'MONTEVIDEO, AT TRUNK HIGHWAY 7 MILEPOINT 70.55, 63.2 FEET EAST OF
 DO7534'TRUNK HIGHWAY 7, 34.9 FEET NORTH OF CABLE PEDESTAL NUMBER 662, 22.2
 DO7534'FEET SOUTH OF FIELD ENTRANCE, 1.5 FEET NORTH OF WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DP9497 ***********************************************************************
 DP9497  DESIGNATION -  1201 U
 DP9497  PID         -  DP9497
 DP9497  STATE/COUNTY-  MN/CHIPPEWA
 DP9497  COUNTRY     -  US
 DP9497  USGS QUAD   -  MONTEVIDEO (2019)
 DP9497
 DP9497                         *CURRENT SURVEY CONTROL
 DP9497  ______________________________________________________________________
 DP9497* NAD 83(2011) POSITION- 44 56 24.24732(N) 095 43 46.27664(W)   ADJUSTED
 DP9497* NAD 83(2011) ELLIP HT-   256.778 (meters)        (11/03/15)   ADJUSTED
 DP9497* NAD 83(2011) EPOCH   -  2010.00
 DP9497* NAVD 88 ORTHO HEIGHT -   283.105 (meters)      928.82  (feet) ADJUSTED
 DP9497  ______________________________________________________________________
 DP9497  GEOID HEIGHT    -        -26.328 (meters)                     GEOID18
 DP9497  NAD 83(2011) X  -   -451,490.147 (meters)                     COMP
 DP9497  NAD 83(2011) Y  - -4,499,886.558 (meters)                     COMP
 DP9497  NAD 83(2011) Z  -  4,482,817.827 (meters)                     COMP
 DP9497  LAPLACE CORR    -         -1.02  (seconds)                    DEFLEC18
 DP9497  DYNAMIC HEIGHT  -        283.085 (meters)      928.75  (feet) COMP
 DP9497  MODELED GRAVITY -    980,537.5   (mgal)                       NAVD 88
 DP9497
 DP9497  VERT ORDER      -  SECOND    CLASS I
 DP9497
 DP9497  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DP9497  Standards:
 DP9497         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DP9497            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DP9497  -------------------------------------------------------------------
 DP9497  NETWORK    0.53   1.51           0.24   0.19   0.77     -0.02540969
 DP9497  -------------------------------------------------------------------
 DP9497  Click here for local accuracies and other accuracy information.
 DP9497
 DP9497.The horizontal coordinates were established by GPS observations
 DP9497.and adjusted by the MN DEPT OF TRANSP in November 2015.
 DP9497
 DP9497.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DP9497.been affixed to the stable North American tectonic plate. See 
 DP9497.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DP9497
 DP9497.The horizontal coordinates are valid at the epoch date displayed above
 DP9497.which is a decimal equivalence of Year/Month/Day.
 DP9497
 DP9497.The orthometric height was determined by differential leveling and
 DP9497.adjusted by the NATIONAL GEODETIC SURVEY
 DP9497.in June 2017.
 DP9497
 DP9497.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP9497.GEOID18 height accuracy estimate available here.
 DP9497
 DP9497.Click photographs - Photos may exist for this station.
 DP9497
 DP9497.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DP9497
 DP9497.The Laplace correction was computed from DEFLEC18 derived deflections.
 DP9497
 DP9497.The ellipsoidal height was determined by GPS observations
 DP9497.and is referenced to NAD 83.
 DP9497
 DP9497.The dynamic height is computed by dividing the NAVD 88
 DP9497.geopotential number by the normal gravity value computed on the
 DP9497.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP9497.degrees latitude (g = 980.6199 gals.).
 DP9497
 DP9497.The modeled gravity was interpolated from observed gravity values.
 DP9497
 DP9497. The following values were computed from the NAD 83(2011) position.
 DP9497
 DP9497;                    North         East     Units Scale Factor Converg.
 DP9497;SPC MN S     -   317,010.849   663,507.465   MT  0.99995131   -1 12 44.2
 DP9497;SPC MN S     - 1,040,059.76  2,176,857.41   sFT  0.99995131   -1 12 44.2
 DP9497;UTM  15      - 4,979,917.589   284,647.541   MT  1.00017030   -1 55 43.6
 DP9497
 DP9497!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DP9497!SPC MN S     -   0.99995974  x   0.99995131  =   0.99991105
 DP9497!UTM  15      -   0.99995974  x   1.00017030  =   1.00013004
 DP9497
 DP9497_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTK8464779917(NAD 83)
 DP9497
 DP9497                          SUPERSEDED SURVEY CONTROL
 DP9497
 DP9497  NAVD 88 (11/03/15)  283.10   (m)  GEOID12B model used  GPS OBS        
 DP9497
 DP9497.Superseded values are not recommended for survey control.
 DP9497
 DP9497.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DP9497.See file dsdata.pdf to determine how the superseded data were derived.
 DP9497
 DP9497_MARKER: F = FLANGE-ENCASED ROD
 DP9497_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DP9497_STAMPING: 1201 U 2015
 DP9497_MARK LOGO: MNDT
 DP9497_PROJECTION: RECESSED 5 CENTIMETERS
 DP9497_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DP9497_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DP9497_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP9497+SATELLITE: SATELLITE OBSERVATIONS - July 30, 2020
 DP9497_ROD/PIPE-DEPTH: 7.0 meters
 DP9497
 DP9497  HISTORY     - Date     Condition        Report By
 DP9497  HISTORY     - 20150526 MONUMENTED       MNDT
 DP9497  HISTORY     - 20150818 GOOD             MNDT
 DP9497  HISTORY     - 20200730 GOOD             MNDT
 DP9497
 DP9497                          STATION DESCRIPTION
 DP9497
 DP9497'DESCRIBED BY MN DEPT OF TRANSP 2015
 DP9497'IN MONTEVIDEO, 0.1 MILE NORTHWEST ALONG TRUNK HIGHWAY 7/ 59 FROM
 DP9497'NORTHERN MOST JUNCTION OF TRUNK HIGHWAY 7/ 59 AND TRUNK HIGHWAY 29
 DP9497'(NORTHERN MOST JUNCTION) IN MONTEVIDEO, AT TRUNK HIGHWAY 7 MILEPOINT
 DP9497'72.5, 109.4 FEET NORTHEAST OF TRUNK HIGHWAY 7/ 59, 121.3 FEET WEST OF
 DP9497'ENTRANCE TO WASTE WATER TREATMENT FACILITY, 6.1 FEET SOUTH OF CHAIN
 DP9497'LINK FENCE, 5.7 FEET SOUTH OF WITNESS POST.
 DP9497
 DP9497                          STATION RECOVERY (2015)
 DP9497
 DP9497'RECOVERY NOTE BY MN DEPT OF TRANSP 2015 (KDJ)
 DP9497'RECOVERED AS DESCRIBED.
 DP9497'
 DP9497'NOTE-THE STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM ROD
 DP9497'DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION REMOVABLE DISK
 DP9497'SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH PVC
 DP9497'PIPE BACK FILLED WITH WASHED SAND.
 DP9497
 DP9497                          STATION RECOVERY (2020)
 DP9497
 DP9497'RECOVERY NOTE BY MN DEPT OF TRANSP 2020 (BAB)
 DP9497'RECOVERED AS DESCRIBED.
 DP9497'
 DP9497'NOTE-THE STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM ROD
 DP9497'DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION REMOVABLE DISK
 DP9497'SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH PVC
 DP9497'PIPE BACK FILLED WITH WASHED SAND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DQ3711 ***********************************************************************
 DQ3711  DESIGNATION -  1201 V
 DQ3711  PID         -  DQ3711
 DQ3711  STATE/COUNTY-  MN/CHIPPEWA
 DQ3711  COUNTRY     -  US
 DQ3711  USGS QUAD   -  MILAN NW (2019)
 DQ3711
 DQ3711                         *CURRENT SURVEY CONTROL
 DQ3711  ______________________________________________________________________
 DQ3711* NAD 83(2011) POSITION- 45 08 14.54930(N) 095 56 28.38360(W)   ADJUSTED
 DQ3711* NAD 83(2011) ELLIP HT-   284.404 (meters)        (07/10/25)   ADJUSTED
 DQ3711* NAD 83(2011) EPOCH   -  2010.00
 DQ3711* NAVD 88 ORTHO HEIGHT -   310.693 (meters)     1019.33  (feet) ADJUSTED
 DQ3711  ______________________________________________________________________
 DQ3711  GEOID HEIGHT    -        -26.294 (meters)                     GEOID18
 DQ3711  NAD 83(2011) X  -   -466,509.198 (meters)                     COMP
 DQ3711  NAD 83(2011) Y  - -4,482,774.493 (meters)                     COMP
 DQ3711  NAD 83(2011) Z  -  4,498,332.364 (meters)                     COMP
 DQ3711  LAPLACE CORR    -         -0.62  (seconds)                    DEFLEC18
 DQ3711  DYNAMIC HEIGHT  -        310.670 (meters)     1019.26  (feet) COMP
 DQ3711  MODELED GRAVITY -    980,533.5   (mgal)                       NAVD 88
 DQ3711
 DQ3711  VERT ORDER      -  SECOND    CLASS I
 DQ3711
 DQ3711  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DQ3711  Standards:
 DQ3711         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DQ3711            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DQ3711  -------------------------------------------------------------------
 DQ3711  NETWORK    0.48   0.67           0.22   0.16   0.34     -0.06838964
 DQ3711  -------------------------------------------------------------------
 DQ3711  Click here for local accuracies and other accuracy information.
 DQ3711
 DQ3711.The horizontal coordinates were established by GPS observations
 DQ3711.and adjusted by the MN DEPT OF TRANSP in July 2025.
 DQ3711
 DQ3711.Refers to NAD 83 (2011) epoch 2010.00 coordinates where the reference 
 DQ3711.frame has been affixed to the stable North American tectonic plate 
 DQ3711
 DQ3711.The horizontal coordinates are valid at the epoch date displayed above
 DQ3711.which is a decimal equivalence of Year/Month/Day.
 DQ3711
 DQ3711.The orthometric height was determined by differential leveling and
 DQ3711.adjusted by the NATIONAL GEODETIC SURVEY
 DQ3711.in February 2018.
 DQ3711
 DQ3711.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ3711.GEOID18 height accuracy estimate available here.
 DQ3711
 DQ3711.Click photographs - Photos may exist for this station.
 DQ3711
 DQ3711.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DQ3711
 DQ3711.The Laplace correction was computed from DEFLEC18 derived deflections.
 DQ3711
 DQ3711.The ellipsoidal height was determined by GPS observations
 DQ3711.and is referenced to NAD 83.
 DQ3711
 DQ3711.The dynamic height is computed by dividing the NAVD 88
 DQ3711.geopotential number by the normal gravity value computed on the
 DQ3711.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ3711.degrees latitude (g = 980.6199 gals.).
 DQ3711
 DQ3711.The modeled gravity was interpolated from observed gravity values.
 DQ3711
 DQ3711. The following values were computed from the NAD 83(2011) position.
 DQ3711
 DQ3711;                    North         East     Units Scale Factor Converg.
 DQ3711;SPC MN S     -   339,306.176   647,324.171   MT  0.99998364   -1 21 38.4
 DQ3711;SPC MN S     - 1,113,207.01  2,123,762.72   sFT  0.99998364   -1 21 38.4
 DQ3711;UTM  15      - 5,002,420.257   268,742.024   MT  1.00025764   -2 05 08.4
 DQ3711;UTM  14      - 5,002,763.631   740,501.653   MT  1.00031126   +2 10 08.8
 DQ3711
 DQ3711!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DQ3711!SPC MN S     -   0.99995541  x   0.99998364  =   0.99993905
 DQ3711!UTM  15      -   0.99995541  x   1.00025764  =   1.00021304
 DQ3711!UTM  14      -   0.99995541  x   1.00031126  =   1.00026666
 DQ3711
 DQ3711_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTL6874202420(NAD 83)
 DQ3711
 DQ3711                          SUPERSEDED SURVEY CONTROL
 DQ3711
 DQ3711.No superseded survey control is available for this station.
 DQ3711
 DQ3711_MARKER: F = FLANGE-ENCASED ROD
 DQ3711_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DQ3711_STAMPING: 1201 V 2016
 DQ3711_MARK LOGO: MNDT
 DQ3711_PROJECTION: RECESSED 5 CENTIMETERS
 DQ3711_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DQ3711_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ3711_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ3711+SATELLITE: SATELLITE OBSERVATIONS - April 24, 2025
 DQ3711_ROD/PIPE-DEPTH: 9.1 meters
 DQ3711
 DQ3711  HISTORY     - Date     Condition        Report By
 DQ3711  HISTORY     - 20160419 MONUMENTED       MNDT
 DQ3711  HISTORY     - 20210519 GOOD             MNDT
 DQ3711  HISTORY     - 20250424 GOOD             MNDT
 DQ3711
 DQ3711                          STATION DESCRIPTION
 DQ3711
 DQ3711'DESCRIBED BY MN DEPT OF TRANSP 2016
 DQ3711'THE MARK IS LOCATED 2.2 MI (3.5 KM) NORTHWEST OF MILAN.
 DQ3711'
 DQ3711'TO REACH THE MARK GO 2.7 MI (4.3 KM) NORTHWEST ALONG TRUNK HIGHWAY 7
 DQ3711'FROM THE JUNCTION OF TRUNK HIGHWAY 7 AND TRUNK HIGHWAY 40 IN MILAN, AT
 DQ3711'TRUNK HIGHWAY 7 MILE POINT 54.9.
 DQ3711'
 DQ3711'THE MARK IS LOCATED 52.7 FT (16.1 M) SOUTHWEST OF TRUNK HIGHWAY 7,
 DQ3711'117.4 FT (35.8 M) SOUTH OF 80TH STREET NORTHWEST, 1.5 FT (0.5 M)
 DQ3711'NORTHWEST OF A WITNESS POST.
 DQ3711'
 DQ3711'NOTE-THE STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM ROD
 DQ3711'DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION REMOVABLE DISK
 DQ3711'SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH PVC
 DQ3711'PIPE BACK FILLED WITH WASHED SAND.
 DQ3711
 DQ3711                          STATION RECOVERY (2021)
 DQ3711
 DQ3711'RECOVERY NOTE BY MN DEPT OF TRANSP 2021 (TJD)
 DQ3711'RECOVERED IN GOOD CONDITION.
 DQ3711
 DQ3711                          STATION RECOVERY (2025)
 DQ3711
 DQ3711'RECOVERY NOTE BY MN DEPT OF TRANSP 2025 (KMS)
 DQ3711'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DQ3712 ***********************************************************************
 DQ3712  DESIGNATION -  1201 W
 DQ3712  PID         -  DQ3712
 DQ3712  STATE/COUNTY-  MN/CHIPPEWA
 DQ3712  COUNTRY     -  US
 DQ3712  USGS QUAD   -  MILAN NW (2019)
 DQ3712
 DQ3712                         *CURRENT SURVEY CONTROL
 DQ3712  ______________________________________________________________________
 DQ3712* NAD 83(2011) POSITION- 45 07 39.93632(N) 095 55 39.50434(W)   ADJUSTED
 DQ3712* NAD 83(2011) ELLIP HT-   280.200 (meters)        (07/10/25)   ADJUSTED
 DQ3712* NAD 83(2011) EPOCH   -  2010.00
 DQ3712* NAVD 88 ORTHO HEIGHT -   306.483 (meters)     1005.52  (feet) ADJUSTED
 DQ3712  ______________________________________________________________________
 DQ3712  GEOID HEIGHT    -        -26.286 (meters)                     GEOID18
 DQ3712  NAD 83(2011) X  -   -465,524.793 (meters)                     COMP
 DQ3712  NAD 83(2011) Y  - -4,483,635.259 (meters)                     COMP
 DQ3712  NAD 83(2011) Z  -  4,497,575.540 (meters)                     COMP
 DQ3712  LAPLACE CORR    -         -0.63  (seconds)                    DEFLEC18
 DQ3712  DYNAMIC HEIGHT  -        306.460 (meters)     1005.44  (feet) COMP
 DQ3712  MODELED GRAVITY -    980,533.6   (mgal)                       NAVD 88
 DQ3712
 DQ3712  VERT ORDER      -  SECOND    CLASS I
 DQ3712
 DQ3712  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DQ3712  Standards:
 DQ3712         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DQ3712            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DQ3712  -------------------------------------------------------------------
 DQ3712  NETWORK    0.49   0.67           0.23   0.16   0.34     -0.04194914
 DQ3712  -------------------------------------------------------------------
 DQ3712  Click here for local accuracies and other accuracy information.
 DQ3712
 DQ3712.The horizontal coordinates were established by GPS observations
 DQ3712.and adjusted by the MN DEPT OF TRANSP in July 2025.
 DQ3712
 DQ3712.Refers to NAD 83 (2011) epoch 2010.00 coordinates where the reference 
 DQ3712.frame has been affixed to the stable North American tectonic plate 
 DQ3712
 DQ3712.The horizontal coordinates are valid at the epoch date displayed above
 DQ3712.which is a decimal equivalence of Year/Month/Day.
 DQ3712
 DQ3712.The orthometric height was determined by differential leveling and
 DQ3712.adjusted by the NATIONAL GEODETIC SURVEY
 DQ3712.in February 2018.
 DQ3712
 DQ3712.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ3712.GEOID18 height accuracy estimate available here.
 DQ3712
 DQ3712.Click photographs - Photos may exist for this station.
 DQ3712
 DQ3712.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DQ3712
 DQ3712.The Laplace correction was computed from DEFLEC18 derived deflections.
 DQ3712
 DQ3712.The ellipsoidal height was determined by GPS observations
 DQ3712.and is referenced to NAD 83.
 DQ3712
 DQ3712.The dynamic height is computed by dividing the NAVD 88
 DQ3712.geopotential number by the normal gravity value computed on the
 DQ3712.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ3712.degrees latitude (g = 980.6199 gals.).
 DQ3712
 DQ3712.The modeled gravity was interpolated from observed gravity values.
 DQ3712
 DQ3712. The following values were computed from the NAD 83(2011) position.
 DQ3712
 DQ3712;                    North         East     Units Scale Factor Converg.
 DQ3712;SPC MN S     -   338,212.695   648,366.646   MT  0.99998179   -1 21 04.1
 DQ3712;SPC MN S     - 1,109,619.48  2,127,182.90   sFT  0.99998179   -1 21 04.1
 DQ3712;UTM  15      - 5,001,313.376   269,770.865   MT  1.00025180   -2 04 32.4
 DQ3712;UTM  14      - 5,001,736.063   741,609.839   MT  1.00031784   +2 10 42.1
 DQ3712
 DQ3712!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DQ3712!SPC MN S     -   0.99995607  x   0.99998179  =   0.99993786
 DQ3712!UTM  15      -   0.99995607  x   1.00025180  =   1.00020786
 DQ3712!UTM  14      -   0.99995607  x   1.00031784  =   1.00027390
 DQ3712
 DQ3712_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTL6977001313(NAD 83)
 DQ3712
 DQ3712                          SUPERSEDED SURVEY CONTROL
 DQ3712
 DQ3712.No superseded survey control is available for this station.
 DQ3712
 DQ3712_MARKER: F = FLANGE-ENCASED ROD
 DQ3712_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DQ3712_STAMPING: 1201 W 2016
 DQ3712_MARK LOGO: MNDT
 DQ3712_PROJECTION: RECESSED 5 CENTIMETERS
 DQ3712_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DQ3712_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ3712_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ3712+SATELLITE: SATELLITE OBSERVATIONS - April 24, 2025
 DQ3712_ROD/PIPE-DEPTH: 5.2 meters
 DQ3712
 DQ3712  HISTORY     - Date     Condition        Report By
 DQ3712  HISTORY     - 20160419 MONUMENTED       MNDT
 DQ3712  HISTORY     - 20250424 GOOD             MNDT
 DQ3712
 DQ3712                          STATION DESCRIPTION
 DQ3712
 DQ3712'DESCRIBED BY MN DEPT OF TRANSP 2016
 DQ3712'THE MARK IS LOCATED 1.3 MI (2.1 KM) NORTHWEST OF MILAN.
 DQ3712'
 DQ3712'TO REACH THE MARK GO 1.7 MI (2.7 KM) NORTHWEST ALONG TRUNK HIGHWAY 7
 DQ3712'FROM THE JUNCTION OF TRUNK HIGHWAY 7 AND TRUNK HIGHWAY 40 IN MILAN, AT
 DQ3712'TRUNK HIGHWAY 7 MILE POINT 55.9.
 DQ3712'
 DQ3712'THE MARK IS LOCATED 55.1 FT (16.8 M) WEST OF TRUNK HIGHWAY 7, 33.0 FT
 DQ3712'(10.1 M) EAST OF ENTRANCE, 1.5 FT (0.5 M) SOUTH OF A WITNESS POST.
 DQ3712'
 DQ3712'NOTE-THE STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM ROD
 DQ3712'DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION REMOVABLE DISK
 DQ3712'SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH PVC
 DQ3712'PIPE BACK FILLED WITH WASHED SAND.
 DQ3712
 DQ3712                          STATION RECOVERY (2025)
 DQ3712
 DQ3712'RECOVERY NOTE BY MN DEPT OF TRANSP 2025 (KMS)
 DQ3712'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DQ3713 ***********************************************************************
 DQ3713  DESIGNATION -  1201 X
 DQ3713  PID         -  DQ3713
 DQ3713  STATE/COUNTY-  MN/CHIPPEWA
 DQ3713  COUNTRY     -  US
 DQ3713  USGS QUAD   -  MILAN (2019)
 DQ3713
 DQ3713                         *CURRENT SURVEY CONTROL
 DQ3713  ______________________________________________________________________
 DQ3713* NAD 83(2011) POSITION- 45 07 05.22018(N) 095 55 03.83379(W)   ADJUSTED
 DQ3713* NAD 83(2011) ELLIP HT-   278.171 (meters)        (07/10/25)   ADJUSTED
 DQ3713* NAD 83(2011) EPOCH   -  2010.00
 DQ3713* NAVD 88 ORTHO HEIGHT -   304.439 (meters)      998.81  (feet) ADJUSTED
 DQ3713  ______________________________________________________________________
 DQ3713  GEOID HEIGHT    -        -26.276 (meters)                     GEOID18
 DQ3713  NAD 83(2011) X  -   -464,827.559 (meters)                     COMP
 DQ3713  NAD 83(2011) Y  - -4,484,469.697 (meters)                     COMP
 DQ3713  NAD 83(2011) Z  -  4,496,817.885 (meters)                     COMP
 DQ3713  LAPLACE CORR    -         -0.63  (seconds)                    DEFLEC18
 DQ3713  DYNAMIC HEIGHT  -        304.416 (meters)      998.74  (feet) COMP
 DQ3713  MODELED GRAVITY -    980,533.6   (mgal)                       NAVD 88
 DQ3713
 DQ3713  VERT ORDER      -  SECOND    CLASS I
 DQ3713
 DQ3713  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DQ3713  Standards:
 DQ3713         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DQ3713            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DQ3713  -------------------------------------------------------------------
 DQ3713  NETWORK    0.55   0.69           0.26   0.17   0.35     -0.05911923
 DQ3713  -------------------------------------------------------------------
 DQ3713  Click here for local accuracies and other accuracy information.
 DQ3713
 DQ3713.The horizontal coordinates were established by GPS observations
 DQ3713.and adjusted by the MN DEPT OF TRANSP in July 2025.
 DQ3713
 DQ3713.Refers to NAD 83 (2011) epoch 2010.00 coordinates where the reference 
 DQ3713.frame has been affixed to the stable North American tectonic plate 
 DQ3713
 DQ3713.The horizontal coordinates are valid at the epoch date displayed above
 DQ3713.which is a decimal equivalence of Year/Month/Day.
 DQ3713
 DQ3713.The orthometric height was determined by differential leveling and
 DQ3713.adjusted by the NATIONAL GEODETIC SURVEY
 DQ3713.in February 2018.
 DQ3713
 DQ3713.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ3713.GEOID18 height accuracy estimate available here.
 DQ3713
 DQ3713.Click photographs - Photos may exist for this station.
 DQ3713
 DQ3713.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DQ3713
 DQ3713.The Laplace correction was computed from DEFLEC18 derived deflections.
 DQ3713
 DQ3713.The ellipsoidal height was determined by GPS observations
 DQ3713.and is referenced to NAD 83.
 DQ3713
 DQ3713.The dynamic height is computed by dividing the NAVD 88
 DQ3713.geopotential number by the normal gravity value computed on the
 DQ3713.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ3713.degrees latitude (g = 980.6199 gals.).
 DQ3713
 DQ3713.The modeled gravity was interpolated from observed gravity values.
 DQ3713
 DQ3713. The following values were computed from the NAD 83(2011) position.
 DQ3713
 DQ3713;                    North         East     Units Scale Factor Converg.
 DQ3713;SPC MN S     -   337,122.969   649,120.791   MT  0.99997996   -1 20 39.1
 DQ3713;SPC MN S     - 1,106,044.27  2,129,657.13   sFT  0.99997996   -1 20 39.1
 DQ3713;UTM  15      - 5,000,213.909   270,511.373   MT  1.00024761   -2 04 05.9
 DQ3713;UTM  14      - 5,000,694.476   742,429.915   MT  1.00032272   +2 11 06.1
 DQ3713
 DQ3713!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DQ3713!SPC MN S     -   0.99995639  x   0.99997996  =   0.99993635
 DQ3713!UTM  15      -   0.99995639  x   1.00024761  =   1.00020399
 DQ3713!UTM  14      -   0.99995639  x   1.00032272  =   1.00027909
 DQ3713
 DQ3713_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTL7051100213(NAD 83)
 DQ3713
 DQ3713                          SUPERSEDED SURVEY CONTROL
 DQ3713
 DQ3713.No superseded survey control is available for this station.
 DQ3713
 DQ3713_MARKER: F = FLANGE-ENCASED ROD
 DQ3713_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DQ3713_STAMPING: 1201 X 2016
 DQ3713_MARK LOGO: MNDT
 DQ3713_PROJECTION: FLUSH
 DQ3713_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DQ3713_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ3713_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ3713+SATELLITE: SATELLITE OBSERVATIONS - April 24, 2025
 DQ3713_ROD/PIPE-DEPTH: 4.3 meters
 DQ3713
 DQ3713  HISTORY     - Date     Condition        Report By
 DQ3713  HISTORY     - 20160419 MONUMENTED       MNDT
 DQ3713  HISTORY     - 20250424 GOOD             MNDT
 DQ3713
 DQ3713                          STATION DESCRIPTION
 DQ3713
 DQ3713'DESCRIBED BY MN DEPT OF TRANSP 2016
 DQ3713'THE MARK IS LOCATED IN MILAN.
 DQ3713'
 DQ3713'TO REACH THE MARK GO 0.8 MILE NORTHWEST ALONG TRUNK HIGHWAY 7 FROM
 DQ3713'JUNCTION OF TRUNK HIGHWAY 7 AND TRUNK HIGHWAY 40 IN MILAN, AT TRUNK
 DQ3713'HIGHWAY 7 MILE POINT 56.75.
 DQ3713'
 DQ3713'THE MARK IS LOCATED 53.2 FEET SOUTHWEST OF TRUNK HIGHWAY 7, 49.0 FEET
 DQ3713'NORTHWEST OF ENTRANCE, 1.5 FEET NORTHEAST OF WITNESS POST.
 DQ3713'
 DQ3713'NOTE - THE STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM
 DQ3713'ROD DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION REMOVABLE
 DQ3713'DISK SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH
 DQ3713'PVC PIPE BACK FILLED WITH WASHED SAND.
 DQ3713
 DQ3713                          STATION RECOVERY (2025)
 DQ3713
 DQ3713'RECOVERY NOTE BY MN DEPT OF TRANSP 2025 (KMS)
 DQ3713'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DQ3715 ***********************************************************************
 DQ3715  DESIGNATION -  1201 Z
 DQ3715  PID         -  DQ3715
 DQ3715  STATE/COUNTY-  MN/CHIPPEWA
 DQ3715  COUNTRY     -  US
 DQ3715  USGS QUAD   -  MILAN (2019)
 DQ3715
 DQ3715                         *CURRENT SURVEY CONTROL
 DQ3715  ______________________________________________________________________
 DQ3715* NAD 83(1986) POSITION- 45 05 38.8    (N) 095 53 41.2    (W)   HD_HELD2
 DQ3715* NAVD 88 ORTHO HEIGHT -   301.093 (meters)      987.84  (feet) ADJUSTED
 DQ3715  ______________________________________________________________________
 DQ3715  GEOID HEIGHT    -        -26.257 (meters)                     GEOID18
 DQ3715  DYNAMIC HEIGHT  -        301.071 (meters)      987.76  (feet) COMP
 DQ3715  MODELED GRAVITY -    980,533.7   (mgal)                       NAVD 88
 DQ3715
 DQ3715  VERT ORDER      -  SECOND    CLASS I
 DQ3715
 DQ3715.The horizontal coordinates were established by autonomous hand held GPS
 DQ3715.observations and have an estimated accuracy of +/- 10 meters.
 DQ3715
 DQ3715.The orthometric height was determined by differential leveling and
 DQ3715.adjusted by the NATIONAL GEODETIC SURVEY
 DQ3715.in February 2018.
 DQ3715
 DQ3715.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ3715.GEOID18 height accuracy estimate available here.
 DQ3715
 DQ3715.Click photographs - Photos may exist for this station.
 DQ3715
 DQ3715.The dynamic height is computed by dividing the NAVD 88
 DQ3715.geopotential number by the normal gravity value computed on the
 DQ3715.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ3715.degrees latitude (g = 980.6199 gals.).
 DQ3715
 DQ3715.The modeled gravity was interpolated from observed gravity values.
 DQ3715
 DQ3715;                    North         East    Units  Estimated Accuracy
 DQ3715;SPC MN S     -   334,414.      650,865.      MT  (+/- 10 meters HH2 GPS)
 DQ3715
 DQ3715_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTK7222197482(NAD 83)
 DQ3715
 DQ3715                          SUPERSEDED SURVEY CONTROL
 DQ3715
 DQ3715.No superseded survey control is available for this station.
 DQ3715
 DQ3715_MARKER: F = FLANGE-ENCASED ROD
 DQ3715_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DQ3715_STAMPING: 1201 Z 2016
 DQ3715_MARK LOGO: MNDT
 DQ3715_PROJECTION: RECESSED 5 CENTIMETERS
 DQ3715_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DQ3715_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ3715_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ3715+SATELLITE: SATELLITE OBSERVATIONS - April 19, 2016
 DQ3715_ROD/PIPE-DEPTH: 7.3 meters
 DQ3715
 DQ3715  HISTORY     - Date     Condition        Report By
 DQ3715  HISTORY     - 20160419 MONUMENTED       MNDT
 DQ3715
 DQ3715                          STATION DESCRIPTION
 DQ3715
 DQ3715'DESCRIBED BY MN DEPT OF TRANSP 2016
 DQ3715'THE MARK IS LOCATED 1.6 MI (2.6 KM) SOUTHEAST OF MILAN.
 DQ3715'
 DQ3715'TO REACH THE MARK GO 1.2 MI (1.9 KM) SOUTHEAST ALONG TRUNK HIGHWAY 7
 DQ3715'FROM THE JUNCTION OF TRUNK HIGHWAY 7 AND TRUNK HIGHWAY 40 IN MILAN, AT
 DQ3715'TRUNK HIGHWAY 7 MILE POINT 58.8.
 DQ3715'
 DQ3715'THE MARK IS LOCATED 152.5 FT (46.5 M) SOUTHWEST OF TRUNK HIGHWAY 7,
 DQ3715'43.7 FT (13.3 M) WEST OF ENTRANCE, 25.0 FT (7.6 M) SOUTH OF 50TH
 DQ3715'STREET NORTHWEST, 1.5 FT (0.5 M) EAST OF A WITNESS POST.
 DQ3715'
 DQ3715'NOTE-THE STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM ROD
 DQ3715'DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION REMOVABLE DISK
 DQ3715'SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH PVC
 DQ3715'PIPE BACK FILLED WITH WASHED SAND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DM3820 ***********************************************************************
 DM3820  DESIGNATION -  1202 A
 DM3820  PID         -  DM3820
 DM3820  STATE/COUNTY-  MN/CHIPPEWA
 DM3820  COUNTRY     -  US
 DM3820  USGS QUAD   -  MAYNARD (2019)
 DM3820
 DM3820                         *CURRENT SURVEY CONTROL
 DM3820  ______________________________________________________________________
 DM3820* NAD 83(1986) POSITION- 44 56 56.0    (N) 095 22 48.1    (W)   HD_HELD2
 DM3820* NAVD 88 ORTHO HEIGHT -   330.130 (meters)     1083.10  (feet) ADJUSTED
 DM3820  ______________________________________________________________________
 DM3820  GEOID HEIGHT    -        -26.633 (meters)                     GEOID18
 DM3820  DYNAMIC HEIGHT  -        330.103 (meters)     1083.01  (feet) COMP
 DM3820  MODELED GRAVITY -    980,527.3   (mgal)                       NAVD 88
 DM3820
 DM3820  VERT ORDER      -  SECOND    CLASS I
 DM3820
 DM3820.The horizontal coordinates were established by autonomous hand held GPS
 DM3820.observations and have an estimated accuracy of +/- 10 meters.
 DM3820
 DM3820.The orthometric height was determined by differential leveling and
 DM3820.adjusted by the NATIONAL GEODETIC SURVEY
 DM3820.in November 2011.
 DM3820
 DM3820.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM3820.GEOID18 height accuracy estimate available here.
 DM3820
 DM3820.Click photographs - Photos may exist for this station.
 DM3820
 DM3820.The dynamic height is computed by dividing the NAVD 88
 DM3820.geopotential number by the normal gravity value computed on the
 DM3820.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM3820.degrees latitude (g = 980.6199 gals.).
 DM3820
 DM3820.The modeled gravity was interpolated from observed gravity values.
 DM3820
 DM3820;                    North         East    Units  Estimated Accuracy
 DM3820;SPC MN S     -   317,466.      691,103.      MT  (+/- 10 meters HH2 GPS)
 DM3820
 DM3820_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUK1225080028(NAD 83)
 DM3820
 DM3820                          SUPERSEDED SURVEY CONTROL
 DM3820
 DM3820.No superseded survey control is available for this station.
 DM3820
 DM3820_MARKER: DV = VERTICAL CONTROL DISK
 DM3820_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DM3820_SP_SET: BRIDGE ABUTMENT
 DM3820_STAMPING: 1202 A 2005
 DM3820_MARK LOGO: MNDT
 DM3820_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DM3820_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DM3820_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DM3820+SATELLITE: SATELLITE OBSERVATIONS - May 13, 2009
 DM3820
 DM3820  HISTORY     - Date     Condition        Report By
 DM3820  HISTORY     - 1985     MONUMENTED       MNDT
 DM3820  HISTORY     - 20051214 GOOD             MNDT
 DM3820  HISTORY     - 20090513 GOOD             MNDT
 DM3820
 DM3820                          STATION DESCRIPTION
 DM3820
 DM3820'DESCRIBED BY MN DEPT OF TRANSP 2005 (KNB)
 DM3820'THE MARK IS LOCATED ABOUT 8.3 MI (13.4 KM) WEST-SOUTHWEST OF RAYMOND,
 DM3820'5.2 MI (8.4 KM) NORTHEAST OF MAYNARD AND IN WEST-SOUTHWESTERN CLARA
 DM3820'CITY MINNESOTA.
 DM3820'
 DM3820'FROM THE JUNCTION OF TRUNK HIGHWAY 7 AND TRUNK HIGHWAY 23 IN CLARA
 DM3820'CITY, GO 0.35 MI (0.6 KM) WEST ALONG TRUNK HIGHWAY 7 TO MILE POINT
 DM3820'90.50 AND BRIDGE NUMBER 12007 OVER RAILROAD.
 DM3820'
 DM3820'THE MARK IS FOUND IN THE ABUTMENT IN SOUTHEAST CORNER OF THE BRIDGE,
 DM3820'24.0 FT (7.3 M) SOUTH OF TRUNK HIGHWAY 7 EAST BOUND.  DISK WAS SET IN
 DM3820'THE BRIDGE WHEN BUILT IN 1985, THEN STAMPED WHEN USED IN 2005.
 DM3820
 DM3820                          STATION RECOVERY (2009)
 DM3820
 DM3820'RECOVERY NOTE BY MN DEPT OF TRANSP 2009 (WAS)
 DM3820'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DI1793 ***********************************************************************
 DI1793  DESIGNATION -  1202 B
 DI1793  PID         -  DI1793
 DI1793  STATE/COUNTY-  MN/CHIPPEWA
 DI1793  COUNTRY     -  US
 DI1793  USGS QUAD   -  MAYNARD (2019)
 DI1793
 DI1793                         *CURRENT SURVEY CONTROL
 DI1793  ______________________________________________________________________
 DI1793* NAD 83(2011) POSITION- 44 56 57.43287(N) 095 27 08.79724(W)   ADJUSTED
 DI1793* NAD 83(2011) ELLIP HT-   290.129 (meters)        (06/27/12)   ADJUSTED
 DI1793* NAD 83(2011) EPOCH   -  2010.00
 DI1793* NAVD 88 ORTHO HEIGHT -   316.680 (meters)     1038.97  (feet) ADJUSTED
 DI1793  ______________________________________________________________________
 DI1793  GEOID HEIGHT    -        -26.548 (meters)                     GEOID18
 DI1793  NAD 83(2011) X  -   -429,657.353 (meters)                     COMP
 DI1793  NAD 83(2011) Y  - -4,501,320.365 (meters)                     COMP
 DI1793  NAD 83(2011) Z  -  4,483,566.496 (meters)                     COMP
 DI1793  LAPLACE CORR    -         -3.13  (seconds)                    DEFLEC18
 DI1793  DYNAMIC HEIGHT  -        316.656 (meters)     1038.90  (feet) COMP
 DI1793  MODELED GRAVITY -    980,532.4   (mgal)                       NAVD 88
 DI1793
 DI1793  VERT ORDER      -  SECOND    CLASS I
 DI1793
 DI1793  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DI1793  Standards:
 DI1793         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DI1793            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DI1793  -------------------------------------------------------------------
 DI1793  NETWORK    0.22   0.29           0.10   0.08   0.15     -0.14298070
 DI1793  -------------------------------------------------------------------
 DI1793  Click here for local accuracies and other accuracy information.
 DI1793
 DI1793.The horizontal coordinates were established by GPS observations
 DI1793.and adjusted by the National Geodetic Survey in June 2012.
 DI1793
 DI1793.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DI1793.been affixed to the stable North American tectonic plate. See 
 DI1793.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DI1793
 DI1793.The horizontal coordinates are valid at the epoch date displayed above
 DI1793.which is a decimal equivalence of Year/Month/Day.
 DI1793
 DI1793.The orthometric height was determined by differential leveling and
 DI1793.adjusted by the NATIONAL GEODETIC SURVEY
 DI1793.in November 2011.
 DI1793
 DI1793.Significant digits in the geoid height do not necessarily reflect accuracy.
 DI1793.GEOID18 height accuracy estimate available here.
 DI1793
 DI1793.Click photographs - Photos may exist for this station.
 DI1793
 DI1793.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DI1793
 DI1793.The Laplace correction was computed from DEFLEC18 derived deflections.
 DI1793
 DI1793.The ellipsoidal height was determined by GPS observations
 DI1793.and is referenced to NAD 83.
 DI1793
 DI1793.The dynamic height is computed by dividing the NAVD 88
 DI1793.geopotential number by the normal gravity value computed on the
 DI1793.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DI1793.degrees latitude (g = 980.6199 gals.).
 DI1793
 DI1793.The modeled gravity was interpolated from observed gravity values.
 DI1793
 DI1793. The following values were computed from the NAD 83(2011) position.
 DI1793
 DI1793;                    North         East     Units Scale Factor Converg.
 DI1793;SPC MN S     -   317,609.461   685,389.904   MT  0.99995255   -1 01 05.0
 DI1793;SPC MN S     - 1,042,023.71  2,248,650.04   sFT  0.99995255   -1 01 05.0
 DI1793;UTM  15      - 4,980,242.834   306,539.304   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  =   0.99990707
 DI1793!UTM  15      -   0.99995451  x   1.00006024  =   1.00001475
 DI1793
 DI1793_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUK0653980242(NAD 83)
 DI1793
 DI1793                          SUPERSEDED SURVEY CONTROL
 DI1793
 DI1793  NAD 83(2007)-  44 56 57.43292(N)    095 27 08.79749(W) AD(2002.00) 1
 DI1793  ELLIP H (03/04/09)  290.151  (m)                       GP(2002.00) 3 1
 DI1793  NAD 83(1996)-  44 56 57.43253(N)    095 27 08.79727(W) AD(       ) 1
 DI1793  ELLIP H (09/26/06)  290.179  (m)                       GP(       ) 3 1
 DI1793  NAVD 88 (09/26/06)  316.7    (m)  GEOID03  model used  GPS OBS        
 DI1793
 DI1793.Superseded values are not recommended for survey control.
 DI1793
 DI1793.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DI1793.See file dsdata.pdf to determine how the superseded data were derived.
 DI1793
 DI1793_MARKER: DD = SURVEY DISK
 DI1793_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DI1793_STAMPING: 1202 B 2005
 DI1793_MARK LOGO: MNDT
 DI1793_PROJECTION: PROJECTING 3 CENTIMETERS
 DI1793_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DI1793_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DI1793_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DI1793+SATELLITE: SATELLITE OBSERVATIONS - May 19, 2021
 DI1793_ROD/PIPE-DEPTH: 6.7 meters
 DI1793
 DI1793  HISTORY     - Date     Condition        Report By
 DI1793  HISTORY     - 2005     MONUMENTED       MNDT
 DI1793  HISTORY     - 20090528 GOOD             MNDT
 DI1793  HISTORY     - 20210519 GOOD             MNDT
 DI1793
 DI1793                          STATION DESCRIPTION
 DI1793
 DI1793'DESCRIBED BY MN DEPT OF TRANSP 2005
 DI1793'4.0 MILES WEST OF CLARA CITY, 3.9 MILES WEST ALONG TRUNK HIGHWAY 7
 DI1793'FROM JUNCTION OF TRUNK HIGHWAY 7 AND TRUNK HIGHWAY 23 IN CLARA CITY,
 DI1793'AT TRUNK HIGHWAY 7 MILEPOINT 86.90, 183.0 FEET NORTH OF TRUNK HIGHWAY
 DI1793'7, 31.6 FEET EAST OF 76TH AVENUE SOUTHEAST, 16.5 FEET SOUTH OF POWER
 DI1793'POLE, 0.9 FOOT WEST OF WITNESS POST
 DI1793
 DI1793                          STATION RECOVERY (2009)
 DI1793
 DI1793'RECOVERY NOTE BY MN DEPT OF TRANSP 2009 (MPP)
 DI1793'RECOVERED AS DESCRIBED.
 DI1793
 DI1793                          STATION RECOVERY (2021)
 DI1793
 DI1793'RECOVERY NOTE BY MN DEPT OF TRANSP 2021 (TJD)
 DI1793'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DI1794 ***********************************************************************
 DI1794  DESIGNATION -  1202 C
 DI1794  PID         -  DI1794
 DI1794  STATE/COUNTY-  MN/CHIPPEWA
 DI1794  COUNTRY     -  US
 DI1794  USGS QUAD   -  MAYNARD (2019)
 DI1794
 DI1794                         *CURRENT SURVEY CONTROL
 DI1794  ______________________________________________________________________
 DI1794* NAD 83(2011) POSITION- 44 56 56.72684(N) 095 29 34.81694(W)   ADJUSTED
 DI1794* NAD 83(2011) ELLIP HT-   287.430 (meters)        (06/27/12)   ADJUSTED
 DI1794* NAD 83(2011) EPOCH   -  2010.00
 DI1794* NAVD 88 ORTHO HEIGHT -   313.929 (meters)     1029.95  (feet) ADJUSTED
 DI1794  ______________________________________________________________________
 DI1794  GEOID HEIGHT    -        -26.498 (meters)                     GEOID18
 DI1794  NAD 83(2011) X  -   -432,845.127 (meters)                     COMP
 DI1794  NAD 83(2011) Y  - -4,501,028.498 (meters)                     COMP
 DI1794  NAD 83(2011) Z  -  4,483,549.164 (meters)                     COMP
 DI1794  LAPLACE CORR    -         -3.16  (seconds)                    DEFLEC18
 DI1794  DYNAMIC HEIGHT  -        313.906 (meters)     1029.87  (feet) COMP
 DI1794  MODELED GRAVITY -    980,535.3   (mgal)                       NAVD 88
 DI1794
 DI1794  VERT ORDER      -  SECOND    CLASS I
 DI1794
 DI1794  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DI1794  Standards:
 DI1794         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DI1794            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DI1794  -------------------------------------------------------------------
 DI1794  NETWORK    0.22   0.33           0.10   0.08   0.17     -0.03946646
 DI1794  -------------------------------------------------------------------
 DI1794  Click here for local accuracies and other accuracy information.
 DI1794
 DI1794.The horizontal coordinates were established by GPS observations
 DI1794.and adjusted by the National Geodetic Survey in June 2012.
 DI1794
 DI1794.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DI1794.been affixed to the stable North American tectonic plate. See 
 DI1794.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DI1794
 DI1794.The horizontal coordinates are valid at the epoch date displayed above
 DI1794.which is a decimal equivalence of Year/Month/Day.
 DI1794
 DI1794.The orthometric height was determined by differential leveling and
 DI1794.adjusted by the NATIONAL GEODETIC SURVEY
 DI1794.in November 2011.
 DI1794
 DI1794.Significant digits in the geoid height do not necessarily reflect accuracy.
 DI1794.GEOID18 height accuracy estimate available here.
 DI1794
 DI1794.Click photographs - Photos may exist for this station.
 DI1794
 DI1794.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DI1794
 DI1794.The Laplace correction was computed from DEFLEC18 derived deflections.
 DI1794
 DI1794.The ellipsoidal height was determined by GPS observations
 DI1794.and is referenced to NAD 83.
 DI1794
 DI1794.The dynamic height is computed by dividing the NAVD 88
 DI1794.geopotential number by the normal gravity value computed on the
 DI1794.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DI1794.degrees latitude (g = 980.6199 gals.).
 DI1794
 DI1794.The modeled gravity was interpolated from observed gravity values.
 DI1794
 DI1794. The following values were computed from the NAD 83(2011) position.
 DI1794
 DI1794;                    North         East     Units Scale Factor Converg.
 DI1794;SPC MN S     -   317,645.334   682,189.249   MT  0.99995253   -1 02 47.4
 DI1794;SPC MN S     - 1,042,141.40  2,238,149.23   sFT  0.99995253   -1 02 47.4
 DI1794;UTM  15      - 4,980,318.666   303,338.977   MT  1.00007559   -1 45 42.5
 DI1794
 DI1794!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DI1794!SPC MN S     -   0.99995494  x   0.99995253  =   0.99990747
 DI1794!UTM  15      -   0.99995494  x   1.00007559  =   1.00003052
 DI1794
 DI1794_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUK0333880318(NAD 83)
 DI1794
 DI1794                          SUPERSEDED SURVEY CONTROL
 DI1794
 DI1794  NAD 83(2007)-  44 56 56.72679(N)    095 29 34.81737(W) AD(2002.00) 1
 DI1794  ELLIP H (03/04/09)  287.459  (m)                       GP(2002.00) 3 1
 DI1794  NAD 83(1996)-  44 56 56.72646(N)    095 29 34.81715(W) AD(       ) 1
 DI1794  ELLIP H (09/26/06)  287.486  (m)                       GP(       ) 3 1
 DI1794  NAVD 88             313.92   (m)         1029.9    (f) LEVELING    3  
 DI1794  NAVD 88 (09/26/06)  313.9    (m)  GEOID03  model used  GPS OBS        
 DI1794
 DI1794.Superseded values are not recommended for survey control.
 DI1794
 DI1794.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DI1794.See file dsdata.pdf to determine how the superseded data were derived.
 DI1794
 DI1794_MARKER: DD = SURVEY DISK
 DI1794_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DI1794_STAMPING: 1202 C 2005
 DI1794_MARK LOGO: MNDT
 DI1794_PROJECTION: FLUSH
 DI1794_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DI1794_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DI1794_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DI1794+SATELLITE: SATELLITE OBSERVATIONS - May 19, 2021
 DI1794_ROD/PIPE-DEPTH: 7.6 meters
 DI1794
 DI1794  HISTORY     - Date     Condition        Report By
 DI1794  HISTORY     - 2005     MONUMENTED       MNDT
 DI1794  HISTORY     - 20090528 GOOD             MNDT
 DI1794  HISTORY     - 20210519 GOOD             MNDT
 DI1794
 DI1794                          STATION DESCRIPTION
 DI1794
 DI1794'DESCRIBED BY MN DEPT OF TRANSP 2005
 DI1794'6.5 MILES WEST OF CLARA CITY, 5.90 MILES WEST ALONG TRUNK HIGHWAY 7
 DI1794'FROM JUNCTION OF TRUNK HIGHWAY 7 AND TRUNK HIGHWAY 23 IN CLARA CITY,
 DI1794'AT TRUNK HIGHWAY 7 MILEPOINT 84.90, 196.7 FEET NORTH OF TRUNK HIGHWAY
 DI1794'7, 32.9 FEET EAST OF 50TH AVENUE SOUTHEAST, 1.0 FEET WEST OF WITNESS
 DI1794'POST
 DI1794
 DI1794                          STATION RECOVERY (2009)
 DI1794
 DI1794'RECOVERY NOTE BY MN DEPT OF TRANSP 2009 (BJB)
 DI1794'6.5 MILES WEST OF CLARA CITY, 5.9 MILES WEST ALONG TRUNK HIGHWAY 7
 DI1794'FROM JUNCTION OF TRUNK HIGHWAY 7 AND TRUNK HIGHWAY 23 IN CLARA CITY,
 DI1794'AT TRUNK HIGHWAY 7 MILEPOINT 84.90, THEN 196.7 FEET NORTH ON 50TH
 DI1794'AVENUE, 32.9 FEET EAST OF 50TH AVENUE SOUTHEAST, 1.0 FOOT WEST OF
 DI1794'WITNESS POST.
 DI1794
 DI1794                          STATION RECOVERY (2021)
 DI1794
 DI1794'RECOVERY NOTE BY MN DEPT OF TRANSP 2021 (TJD)
 DI1794'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DI1795 ***********************************************************************
 DI1795  DESIGNATION -  1202 D
 DI1795  PID         -  DI1795
 DI1795  STATE/COUNTY-  MN/CHIPPEWA
 DI1795  COUNTRY     -  US
 DI1795  USGS QUAD   -  ASBURY (2019)
 DI1795
 DI1795                         *CURRENT SURVEY CONTROL
 DI1795  ______________________________________________________________________
 DI1795* NAD 83(2011) POSITION- 44 56 58.96190(N) 095 30 47.40612(W)   ADJUSTED
 DI1795* NAD 83(2011) ELLIP HT-   285.931 (meters)        (06/27/12)   ADJUSTED
 DI1795* NAD 83(2011) EPOCH   -  2010.00
 DI1795* NAVD 88 ORTHO HEIGHT -   312.405 (meters)     1024.95  (feet) ADJUSTED
 DI1795  ______________________________________________________________________
 DI1795  GEOID HEIGHT    -        -26.473 (meters)                     GEOID18
 DI1795  NAD 83(2011) X  -   -434,424.327 (meters)                     COMP
 DI1795  NAD 83(2011) Y  - -4,500,826.315 (meters)                     COMP
 DI1795  NAD 83(2011) Z  -  4,483,596.937 (meters)                     COMP
 DI1795  LAPLACE CORR    -         -3.00  (seconds)                    DEFLEC18
 DI1795  DYNAMIC HEIGHT  -        312.383 (meters)     1024.88  (feet) COMP
 DI1795  MODELED GRAVITY -    980,536.6   (mgal)                       NAVD 88
 DI1795
 DI1795  VERT ORDER      -  SECOND    CLASS I
 DI1795
 DI1795  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DI1795  Standards:
 DI1795         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DI1795            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DI1795  -------------------------------------------------------------------
 DI1795  NETWORK    0.24   0.35           0.11   0.08   0.18     -0.00141328
 DI1795  -------------------------------------------------------------------
 DI1795  Click here for local accuracies and other accuracy information.
 DI1795
 DI1795.The horizontal coordinates were established by GPS observations
 DI1795.and adjusted by the National Geodetic Survey in June 2012.
 DI1795
 DI1795.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DI1795.been affixed to the stable North American tectonic plate. See 
 DI1795.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DI1795
 DI1795.The horizontal coordinates are valid at the epoch date displayed above
 DI1795.which is a decimal equivalence of Year/Month/Day.
 DI1795
 DI1795.The orthometric height was determined by differential leveling and
 DI1795.adjusted by the NATIONAL GEODETIC SURVEY
 DI1795.in November 2011.
 DI1795
 DI1795.Significant digits in the geoid height do not necessarily reflect accuracy.
 DI1795.GEOID18 height accuracy estimate available here.
 DI1795
 DI1795.Click photographs - Photos may exist for this station.
 DI1795
 DI1795.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DI1795
 DI1795.The Laplace correction was computed from DEFLEC18 derived deflections.
 DI1795
 DI1795.The ellipsoidal height was determined by GPS observations
 DI1795.and is referenced to NAD 83.
 DI1795
 DI1795.The dynamic height is computed by dividing the NAVD 88
 DI1795.geopotential number by the normal gravity value computed on the
 DI1795.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DI1795.degrees latitude (g = 980.6199 gals.).
 DI1795
 DI1795.The modeled gravity was interpolated from observed gravity values.
 DI1795
 DI1795. The following values were computed from the NAD 83(2011) position.
 DI1795
 DI1795;                    North         East     Units Scale Factor Converg.
 DI1795;SPC MN S     -   317,743.572   680,599.623   MT  0.99995261   -1 03 38.2
 DI1795;SPC MN S     - 1,042,463.70  2,232,933.93   sFT  0.99995261   -1 03 38.2
 DI1795;UTM  15      - 4,980,436.758   301,750.500   MT  1.00008331   -1 46 33.9
 DI1795
 DI1795!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DI1795!SPC MN S     -   0.99995517  x   0.99995261  =   0.99990778
 DI1795!UTM  15      -   0.99995517  x   1.00008331  =   1.00003848
 DI1795
 DI1795_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUK0175080436(NAD 83)
 DI1795
 DI1795                          SUPERSEDED SURVEY CONTROL
 DI1795
 DI1795  NAD 83(2007)-  44 56 58.96178(N)    095 30 47.40651(W) AD(2002.00) 1
 DI1795  ELLIP H (03/04/09)  285.959  (m)                       GP(2002.00) 3 1
 DI1795  NAD 83(1996)-  44 56 58.96142(N)    095 30 47.40621(W) AD(       ) 1
 DI1795  ELLIP H (09/26/06)  285.986  (m)                       GP(       ) 3 1
 DI1795  NAVD 88             312.40   (m)         1024.9    (f) LEVELING    3  
 DI1795
 DI1795.Superseded values are not recommended for survey control.
 DI1795
 DI1795.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DI1795.See file dsdata.pdf to determine how the superseded data were derived.
 DI1795
 DI1795_MARKER: DD = SURVEY DISK
 DI1795_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DI1795_STAMPING: 1202 D 2005
 DI1795_MARK LOGO: MNDT
 DI1795_PROJECTION: FLUSH
 DI1795_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DI1795_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DI1795_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DI1795+SATELLITE: SATELLITE OBSERVATIONS - May 19, 2021
 DI1795_ROD/PIPE-DEPTH: 7.6 meters
 DI1795
 DI1795  HISTORY     - Date     Condition        Report By
 DI1795  HISTORY     - 2005     MONUMENTED       MNDT
 DI1795  HISTORY     - 20090528 GOOD             MNDT
 DI1795  HISTORY     - 20210519 GOOD             MNDT
 DI1795
 DI1795                          STATION DESCRIPTION
 DI1795
 DI1795'DESCRIBED BY MN DEPT OF TRANSP 2005
 DI1795'7.5 MILES WEST OF CLARA CITY, 6.9 MILES WEST ALONG TRUNK HIGHWAY 7
 DI1795'FROM JUNCTION OF TRUNK HIGHWAY 7 AND TRUNK HIGHWAY 23 IN CLARA CITY,
 DI1795'AT TRUNK  HIGHWAY 7 MILEPOINT 83.90, 251.7 FEET NORTH OF TRUNK HIGHWAY
 DI1795'7, 40.3 FEET EAST OF 40TH AVENUE SOUTHEAST, 27.4 FEET SOUTH OF POWER
 DI1795'POLE NUMBER 9 BCA, 1.0 FOOT WEST OF WITNESS POST
 DI1795
 DI1795                          STATION RECOVERY (2009)
 DI1795
 DI1795'RECOVERY NOTE BY MN DEPT OF TRANSP 2009 (BJB)
 DI1795'7.5 MILES WEST OF CLARA CITY, 6.9 MILES WEST ALONG TRUNK HIGHWAY 7
 DI1795'FROM JUNCTION OF TRUNK HIGHWAY 7 AND TRUNK HIGHWAY 23 IN CLARA CITY,
 DI1795'AT TRUNK HIGHWAY 7 MILEPOINT 83.90, THEN 251.7 FEET NORTH ON 40TH
 DI1795'AVENUE, 40.3 FEET EAST OF 40TH AVENUE SOUTHEAST, 27.4 FEET SOUTH OF
 DI1795'POWER POLE NUMBER 9 BCA, 1.0 FOOT WEST OF WITNESS POST.
 DI1795
 DI1795                          STATION RECOVERY (2021)
 DI1795
 DI1795'RECOVERY NOTE BY MN DEPT OF TRANSP 2021 (TJD)
 DI1795'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DI1796 ***********************************************************************
 DI1796  DESIGNATION -  1202 F
 DI1796  PID         -  DI1796
 DI1796  STATE/COUNTY-  MN/CHIPPEWA
 DI1796  COUNTRY     -  US
 DI1796  USGS QUAD   -  ASBURY (2019)
 DI1796
 DI1796                         *CURRENT SURVEY CONTROL
 DI1796  ______________________________________________________________________
 DI1796* NAD 83(2011) POSITION- 44 57 01.83381(N) 095 33 15.44984(W)   ADJUSTED
 DI1796* NAD 83(2011) ELLIP HT-   286.139 (meters)        (06/27/12)   ADJUSTED
 DI1796* NAD 83(2011) EPOCH   -  2010.00
 DI1796* NAVD 88 ORTHO HEIGHT -   312.566 (meters)     1025.48  (feet) ADJUSTED
 DI1796  ______________________________________________________________________
 DI1796  GEOID HEIGHT    -        -26.427 (meters)                     GEOID18
 DI1796  NAD 83(2011) X  -   -437,648.572 (meters)                     COMP
 DI1796  NAD 83(2011) Y  - -4,500,451.158 (meters)                     COMP
 DI1796  NAD 83(2011) Z  -  4,483,659.830 (meters)                     COMP
 DI1796  LAPLACE CORR    -         -2.62  (seconds)                    DEFLEC18
 DI1796  DYNAMIC HEIGHT  -        312.545 (meters)     1025.41  (feet) COMP
 DI1796  MODELED GRAVITY -    980,539.1   (mgal)                       NAVD 88
 DI1796
 DI1796  VERT ORDER      -  SECOND    CLASS I
 DI1796
 DI1796  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DI1796  Standards:
 DI1796         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DI1796            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DI1796  -------------------------------------------------------------------
 DI1796  NETWORK    0.27   0.37           0.12   0.10   0.19     -0.00410750
 DI1796  -------------------------------------------------------------------
 DI1796  Click here for local accuracies and other accuracy information.
 DI1796
 DI1796.The horizontal coordinates were established by GPS observations
 DI1796.and adjusted by the National Geodetic Survey in June 2012.
 DI1796
 DI1796.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DI1796.been affixed to the stable North American tectonic plate. See 
 DI1796.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DI1796
 DI1796.The horizontal coordinates are valid at the epoch date displayed above
 DI1796.which is a decimal equivalence of Year/Month/Day.
 DI1796
 DI1796.The orthometric height was determined by differential leveling and
 DI1796.adjusted by the NATIONAL GEODETIC SURVEY
 DI1796.in November 2011.
 DI1796
 DI1796.Significant digits in the geoid height do not necessarily reflect accuracy.
 DI1796.GEOID18 height accuracy estimate available here.
 DI1796
 DI1796.Click photographs - Photos may exist for this station.
 DI1796
 DI1796.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DI1796
 DI1796.The Laplace correction was computed from DEFLEC18 derived deflections.
 DI1796
 DI1796.The ellipsoidal height was determined by GPS observations
 DI1796.and is referenced to NAD 83.
 DI1796
 DI1796.The dynamic height is computed by dividing the NAVD 88
 DI1796.geopotential number by the normal gravity value computed on the
 DI1796.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DI1796.degrees latitude (g = 980.6199 gals.).
 DI1796
 DI1796.The modeled gravity was interpolated from observed gravity values.
 DI1796
 DI1796. The following values were computed from the NAD 83(2011) position.
 DI1796
 DI1796;                    North         East     Units Scale Factor Converg.
 DI1796;SPC MN S     -   317,893.091   677,356.760   MT  0.99995272   -1 05 22.0
 DI1796;SPC MN S     - 1,042,954.25  2,222,294.64   sFT  0.99995272   -1 05 22.0
 DI1796;UTM  15      - 4,980,626.793   298,509.308   MT  1.00009924   -1 48 18.7
 DI1796
 DI1796!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DI1796!SPC MN S     -   0.99995514  x   0.99995272  =   0.99990786
 DI1796!UTM  15      -   0.99995514  x   1.00009924  =   1.00005437
 DI1796
 DI1796_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTK9850980626(NAD 83)
 DI1796
 DI1796                          SUPERSEDED SURVEY CONTROL
 DI1796
 DI1796  NAD 83(2007)-  44 57 01.83375(N)    095 33 15.45015(W) AD(2002.00) 1
 DI1796  ELLIP H (03/04/09)  286.166  (m)                       GP(2002.00) 3 1
 DI1796  NAD 83(1996)-  44 57 01.83336(N)    095 33 15.44978(W) AD(       ) 1
 DI1796  ELLIP H (09/26/06)  286.193  (m)                       GP(       ) 3 1
 DI1796  NAVD 88 (09/26/06)  312.6    (m)  GEOID03  model used  GPS OBS        
 DI1796
 DI1796.Superseded values are not recommended for survey control.
 DI1796
 DI1796.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DI1796.See file dsdata.pdf to determine how the superseded data were derived.
 DI1796
 DI1796_MARKER: DD = SURVEY DISK
 DI1796_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DI1796_STAMPING: 1202 F 2005
 DI1796_MARK LOGO: MNDT
 DI1796_PROJECTION: FLUSH
 DI1796_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DI1796_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DI1796_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DI1796+SATELLITE: SATELLITE OBSERVATIONS - 2005
 DI1796_ROD/PIPE-DEPTH: 7.6 meters
 DI1796
 DI1796  HISTORY     - Date     Condition        Report By
 DI1796  HISTORY     - 2005     MONUMENTED       MNDT
 DI1796
 DI1796                          STATION DESCRIPTION
 DI1796
 DI1796'DESCRIBED BY MN DEPT OF TRANSP 2005
 DI1796'9.5 MILES WEST OF CLARA CITY, 8.90 MILES WEST ALONG TRUNK HIGHWAY 7
 DI1796'FROM JUNCTION OF TRUNK HIGHWAY 7 AND TRUNK HIGHWAY 23 IN CLARA CITY,
 DI1796'TO TRUNK HIGHWAY 7 MILEPOINT 81.90, THEN 0.15 MILE NORTH ON 20TH
 DI1796'AVENUE SOUTHEAST, 38 FEET WEST OF 20TH AVENUE SOUTHEAST, 0.9 FOOT EAST
 DI1796'OF WITNESS POST
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DI1797 ***********************************************************************
 DI1797  DESIGNATION -  1202 G
 DI1797  PID         -  DI1797
 DI1797  STATE/COUNTY-  MN/CHIPPEWA
 DI1797  COUNTRY     -  US
 DI1797  USGS QUAD   -  ASBURY (2019)
 DI1797
 DI1797                         *CURRENT SURVEY CONTROL
 DI1797  ______________________________________________________________________
 DI1797* NAD 83(2011) POSITION- 44 57 01.06385(N) 095 34 29.00163(W)   ADJUSTED
 DI1797* NAD 83(2011) ELLIP HT-   285.362 (meters)        (06/27/12)   ADJUSTED
 DI1797* NAD 83(2011) EPOCH   -  2010.00
 DI1797* NAVD 88 ORTHO HEIGHT -   311.772 (meters)     1022.87  (feet) ADJUSTED
 DI1797  ______________________________________________________________________
 DI1797  GEOID HEIGHT    -        -26.408 (meters)                     GEOID18
 DI1797  NAD 83(2011) X  -   -439,254.935 (meters)                     COMP
 DI1797  NAD 83(2011) Y  - -4,500,310.977 (meters)                     COMP
 DI1797  NAD 83(2011) Z  -  4,483,642.459 (meters)                     COMP
 DI1797  LAPLACE CORR    -         -2.44  (seconds)                    DEFLEC18
 DI1797  DYNAMIC HEIGHT  -        311.751 (meters)     1022.80  (feet) COMP
 DI1797  MODELED GRAVITY -    980,540.1   (mgal)                       NAVD 88
 DI1797
 DI1797  VERT ORDER      -  SECOND    CLASS I
 DI1797
 DI1797  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DI1797  Standards:
 DI1797         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DI1797            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DI1797  -------------------------------------------------------------------
 DI1797  NETWORK    0.25   0.35           0.11   0.09   0.18     -0.02783015
 DI1797  -------------------------------------------------------------------
 DI1797  Click here for local accuracies and other accuracy information.
 DI1797
 DI1797.The horizontal coordinates were established by GPS observations
 DI1797.and adjusted by the National Geodetic Survey in June 2012.
 DI1797
 DI1797.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DI1797.been affixed to the stable North American tectonic plate. See 
 DI1797.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DI1797
 DI1797.The horizontal coordinates are valid at the epoch date displayed above
 DI1797.which is a decimal equivalence of Year/Month/Day.
 DI1797
 DI1797.The orthometric height was determined by differential leveling and
 DI1797.adjusted by the NATIONAL GEODETIC SURVEY
 DI1797.in November 2011.
 DI1797
 DI1797.Significant digits in the geoid height do not necessarily reflect accuracy.
 DI1797.GEOID18 height accuracy estimate available here.
 DI1797
 DI1797.Click photographs - Photos may exist for this station.
 DI1797
 DI1797.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DI1797
 DI1797.The Laplace correction was computed from DEFLEC18 derived deflections.
 DI1797
 DI1797.The ellipsoidal height was determined by GPS observations
 DI1797.and is referenced to NAD 83.
 DI1797
 DI1797.The dynamic height is computed by dividing the NAVD 88
 DI1797.geopotential number by the normal gravity value computed on the
 DI1797.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DI1797.degrees latitude (g = 980.6199 gals.).
 DI1797
 DI1797.The modeled gravity was interpolated from observed gravity values.
 DI1797
 DI1797. The following values were computed from the NAD 83(2011) position.
 DI1797
 DI1797;                    North         East     Units Scale Factor Converg.
 DI1797;SPC MN S     -   317,900.183   675,744.363   MT  0.99995269   -1 06 13.6
 DI1797;SPC MN S     - 1,042,977.52  2,217,004.63   sFT  0.99995269   -1 06 13.6
 DI1797;UTM  15      - 4,980,654.033   296,896.883   MT  1.00010726   -1 49 10.7
 DI1797
 DI1797!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DI1797!SPC MN S     -   0.99995526  x   0.99995269  =   0.99990795
 DI1797!UTM  15      -   0.99995526  x   1.00010726  =   1.00006252
 DI1797
 DI1797_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTK9689680654(NAD 83)
 DI1797
 DI1797                          SUPERSEDED SURVEY CONTROL
 DI1797
 DI1797  NAD 83(2007)-  44 57 01.06379(N)    095 34 29.00193(W) AD(2002.00) 1
 DI1797  ELLIP H (03/04/09)  285.388  (m)                       GP(2002.00) 3 1
 DI1797  NAD 83(1996)-  44 57 01.06340(N)    095 34 29.00157(W) AD(       ) 1
 DI1797  ELLIP H (09/26/06)  285.416  (m)                       GP(       ) 3 1
 DI1797  NAVD 88 (09/26/06)  311.8    (m)  GEOID03  model used  GPS OBS        
 DI1797
 DI1797.Superseded values are not recommended for survey control.
 DI1797
 DI1797.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DI1797.See file dsdata.pdf to determine how the superseded data were derived.
 DI1797
 DI1797_MARKER: DD = SURVEY DISK
 DI1797_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DI1797_STAMPING: 1202 G 2005
 DI1797_MARK LOGO: MNDT
 DI1797_PROJECTION: FLUSH
 DI1797_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DI1797_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DI1797_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DI1797+SATELLITE: SATELLITE OBSERVATIONS - May 19, 2021
 DI1797_ROD/PIPE-DEPTH: 6.1 meters
 DI1797
 DI1797  HISTORY     - Date     Condition        Report By
 DI1797  HISTORY     - 2005     MONUMENTED       MNDT
 DI1797  HISTORY     - 20210519 GOOD             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.
 DI1797
 DI1797                          STATION RECOVERY (2021)
 DI1797
 DI1797'RECOVERY NOTE BY MN DEPT OF TRANSP 2021 (TJD)
 DI1797'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DI1798 ***********************************************************************
 DI1798  DESIGNATION -  1202 H
 DI1798  PID         -  DI1798
 DI1798  STATE/COUNTY-  MN/CHIPPEWA
 DI1798  COUNTRY     -  US
 DI1798  USGS QUAD   -  ASBURY (2019)
 DI1798
 DI1798                         *CURRENT SURVEY CONTROL
 DI1798  ______________________________________________________________________
 DI1798* NAD 83(2011) POSITION- 44 56 56.20938(N) 095 36 54.28000(W)   ADJUSTED
 DI1798* NAD 83(2011) ELLIP HT-   286.554 (meters)        (06/27/12)   ADJUSTED
 DI1798* NAD 83(2011) EPOCH   -  2010.00
 DI1798* NAVD 88 ORTHO HEIGHT -   312.929 (meters)     1026.67  (feet) ADJUSTED
 DI1798  ______________________________________________________________________
 DI1798  GEOID HEIGHT    -        -26.376 (meters)                     GEOID18
 DI1798  NAD 83(2011) X  -   -442,434.969 (meters)                     COMP
 DI1798  NAD 83(2011) Y  - -4,500,106.688 (meters)                     COMP
 DI1798  NAD 83(2011) Z  -  4,483,537.239 (meters)                     COMP
 DI1798  LAPLACE CORR    -         -1.67  (seconds)                    DEFLEC18
 DI1798  DYNAMIC HEIGHT  -        312.908 (meters)     1026.60  (feet) COMP
 DI1798  MODELED GRAVITY -    980,541.5   (mgal)                       NAVD 88
 DI1798
 DI1798  VERT ORDER      -  SECOND    CLASS I
 DI1798
 DI1798  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DI1798  Standards:
 DI1798         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DI1798            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DI1798  -------------------------------------------------------------------
 DI1798  NETWORK    0.27   0.37           0.12   0.10   0.19     -0.08211547
 DI1798  -------------------------------------------------------------------
 DI1798  Click here for local accuracies and other accuracy information.
 DI1798
 DI1798.The horizontal coordinates were established by GPS observations
 DI1798.and adjusted by the National Geodetic Survey in June 2012.
 DI1798
 DI1798.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DI1798.been affixed to the stable North American tectonic plate. See 
 DI1798.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DI1798
 DI1798.The horizontal coordinates are valid at the epoch date displayed above
 DI1798.which is a decimal equivalence of Year/Month/Day.
 DI1798
 DI1798.The orthometric height was determined by differential leveling and
 DI1798.adjusted by the NATIONAL GEODETIC SURVEY
 DI1798.in November 2011.
 DI1798
 DI1798.Significant digits in the geoid height do not necessarily reflect accuracy.
 DI1798.GEOID18 height accuracy estimate available here.
 DI1798
 DI1798.Click photographs - Photos may exist for this station.
 DI1798
 DI1798.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DI1798
 DI1798.The Laplace correction was computed from DEFLEC18 derived deflections.
 DI1798
 DI1798.The ellipsoidal height was determined by GPS observations
 DI1798.and is referenced to NAD 83.
 DI1798
 DI1798.The dynamic height is computed by dividing the NAVD 88
 DI1798.geopotential number by the normal gravity value computed on the
 DI1798.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DI1798.degrees latitude (g = 980.6199 gals.).
 DI1798
 DI1798.The modeled gravity was interpolated from observed gravity values.
 DI1798
 DI1798. The following values were computed from the NAD 83(2011) position.
 DI1798
 DI1798;                    North         East     Units Scale Factor Converg.
 DI1798;SPC MN S     -   317,812.492   672,557.537   MT  0.99995251   -1 07 55.4
 DI1798;SPC MN S     - 1,042,689.82  2,206,549.19   sFT  0.99995251   -1 07 55.4
 DI1798;UTM  15      - 4,980,606.164   293,708.692   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  =   0.99990759
 DI1798!UTM  15      -   0.99995507  x   1.00012332  =   1.00007839
 DI1798
 DI1798_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTK9370880606(NAD 83)
 DI1798
 DI1798                          SUPERSEDED SURVEY CONTROL
 DI1798
 DI1798  NAD 83(2007)-  44 56 56.20938(N)    095 36 54.28036(W) AD(2002.00) 1
 DI1798  ELLIP H (03/04/09)  286.582  (m)                       GP(2002.00) 3 1
 DI1798  NAD 83(1996)-  44 56 56.20896(N)    095 36 54.28004(W) AD(       ) 1
 DI1798  ELLIP H (09/26/06)  286.609  (m)                       GP(       ) 3 1
 DI1798  NAVD 88 (09/26/06)  312.9    (m)  GEOID03  model used  GPS OBS        
 DI1798
 DI1798.Superseded values are not recommended for survey control.
 DI1798
 DI1798.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DI1798.See file dsdata.pdf to determine how the superseded data were derived.
 DI1798
 DI1798_MARKER: DD = SURVEY DISK
 DI1798_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DI1798_STAMPING: 1202 H 2005
 DI1798_MARK LOGO: MNDT
 DI1798_PROJECTION: FLUSH
 DI1798_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DI1798_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DI1798_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DI1798+SATELLITE: SATELLITE OBSERVATIONS - May 19, 2021
 DI1798_ROD/PIPE-DEPTH: 7.6 meters
 DI1798
 DI1798  HISTORY     - Date     Condition        Report By
 DI1798  HISTORY     - 2005     MONUMENTED       MNDT
 DI1798  HISTORY     - 20210519 GOOD             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
 DI1798
 DI1798                          STATION RECOVERY (2021)
 DI1798
 DI1798'RECOVERY NOTE BY MN DEPT OF TRANSP 2021 (TJD)
 DI1798'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DI1800 ***********************************************************************
 DI1800  DESIGNATION -  1202 K
 DI1800  PID         -  DI1800
 DI1800  STATE/COUNTY-  MN/CHIPPEWA
 DI1800  COUNTRY     -  US
 DI1800  USGS QUAD   -  MONTEVIDEO (2019)
 DI1800
 DI1800                         *CURRENT SURVEY CONTROL
 DI1800  ______________________________________________________________________
 DI1800* NAD 83(2011) POSITION- 44 56 58.27822(N) 095 40 35.64141(W)   ADJUSTED
 DI1800* NAD 83(2011) ELLIP HT-   288.848 (meters)        (06/27/12)   ADJUSTED
 DI1800* NAD 83(2011) EPOCH   -  2010.00
 DI1800* NAVD 88 ORTHO HEIGHT -   315.187 (meters)     1034.08  (feet) ADJUSTED
 DI1800  ______________________________________________________________________
 DI1800  GEOID HEIGHT    -        -26.342 (meters)                     GEOID18
 DI1800  NAD 83(2011) X  -   -447,259.882 (meters)                     COMP
 DI1800  NAD 83(2011) Y  - -4,499,585.995 (meters)                     COMP
 DI1800  NAD 83(2011) Z  -  4,483,584.061 (meters)                     COMP
 DI1800  LAPLACE CORR    -         -1.19  (seconds)                    DEFLEC18
 DI1800  DYNAMIC HEIGHT  -        315.166 (meters)     1034.01  (feet) COMP
 DI1800  MODELED GRAVITY -    980,541.1   (mgal)                       NAVD 88
 DI1800
 DI1800  VERT ORDER      -  SECOND    CLASS I
 DI1800
 DI1800  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DI1800  Standards:
 DI1800         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DI1800            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DI1800  -------------------------------------------------------------------
 DI1800  NETWORK    0.26   0.39           0.11   0.10   0.20      0.00283213
 DI1800  -------------------------------------------------------------------
 DI1800  Click here for local accuracies and other accuracy information.
 DI1800
 DI1800.The horizontal coordinates were established by GPS observations
 DI1800.and adjusted by the National Geodetic Survey in June 2012.
 DI1800
 DI1800.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DI1800.been affixed to the stable North American tectonic plate. See 
 DI1800.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DI1800
 DI1800.The horizontal coordinates are valid at the epoch date displayed above
 DI1800.which is a decimal equivalence of Year/Month/Day.
 DI1800
 DI1800.The orthometric height was determined by differential leveling and
 DI1800.adjusted by the NATIONAL GEODETIC SURVEY
 DI1800.in November 2011.
 DI1800
 DI1800.Significant digits in the geoid height do not necessarily reflect accuracy.
 DI1800.GEOID18 height accuracy estimate available here.
 DI1800
 DI1800.Click photographs - Photos may exist for this station.
 DI1800
 DI1800.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DI1800
 DI1800.The Laplace correction was computed from DEFLEC18 derived deflections.
 DI1800
 DI1800.The ellipsoidal height was determined by GPS observations
 DI1800.and is referenced to NAD 83.
 DI1800
 DI1800.The dynamic height is computed by dividing the NAVD 88
 DI1800.geopotential number by the normal gravity value computed on the
 DI1800.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DI1800.degrees latitude (g = 980.6199 gals.).
 DI1800
 DI1800.The modeled gravity was interpolated from observed gravity values.
 DI1800
 DI1800. The following values were computed from the NAD 83(2011) position.
 DI1800
 DI1800;                    North         East     Units Scale Factor Converg.
 DI1800;SPC MN S     -   317,974.031   667,707.523   MT  0.99995259   -1 10 30.5
 DI1800;SPC MN S     - 1,043,219.80  2,190,637.10   sFT  0.99995259   -1 10 30.5
 DI1800;UTM  15      - 4,980,828.362   288,860.188   MT  1.00014821   -1 53 29.9
 DI1800
 DI1800!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DI1800!SPC MN S     -   0.99995471  x   0.99995259  =   0.99990731
 DI1800!UTM  15      -   0.99995471  x   1.00014821  =   1.00010292
 DI1800
 DI1800_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTK8886080828(NAD 83)
 DI1800
 DI1800                          SUPERSEDED SURVEY CONTROL
 DI1800
 DI1800  NAD 83(2007)-  44 56 58.27853(N)    095 40 35.64210(W) AD(2002.00) 1
 DI1800  ELLIP H (03/04/09)  288.872  (m)                       GP(2002.00) 3 1
 DI1800  NAD 83(1996)-  44 56 58.27789(N)    095 40 35.64169(W) AD(       ) 1
 DI1800  ELLIP H (09/26/06)  288.907  (m)                       GP(       ) 3 1
 DI1800  NAVD 88 (09/26/06)  315.2    (m)  GEOID03  model used  GPS OBS        
 DI1800
 DI1800.Superseded values are not recommended for survey control.
 DI1800
 DI1800.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DI1800.See file dsdata.pdf to determine how the superseded data were derived.
 DI1800
 DI1800_MARKER: DD = SURVEY DISK
 DI1800_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DI1800_STAMPING: 1202 K 2005
 DI1800_MARK LOGO: MNDT
 DI1800_PROJECTION: FLUSH
 DI1800_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DI1800_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DI1800_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DI1800+SATELLITE: SATELLITE OBSERVATIONS - November 05, 2019
 DI1800_ROD/PIPE-DEPTH: 7.6 meters
 DI1800
 DI1800  HISTORY     - Date     Condition        Report By
 DI1800  HISTORY     - 20051025 MONUMENTED       MNDT
 DI1800  HISTORY     - 20131009 GOOD             MNDT
 DI1800  HISTORY     - 20191105 GOOD             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
 DI1800
 DI1800                          STATION RECOVERY (2013)
 DI1800
 DI1800'RECOVERY NOTE BY MN DEPT OF TRANSP 2013 (DXS)
 DI1800'2.0 MILES EAST OF MONTEVIDEO, 2.0 MILES EAST ALONG TRUNK HIGHWAY 7
 DI1800'FROM JUNCTION 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.
 DI1800
 DI1800                          STATION RECOVERY (2019)
 DI1800
 DI1800'RECOVERY NOTE BY MN DEPT OF TRANSP 2019 (DAS)
 DI1800'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 RO0184 ***********************************************************************
 RO0184  DESIGNATION -  1202 RESET
 RO0184  PID         -  RO0184
 RO0184  STATE/COUNTY-  MN/CASS
 RO0184  COUNTRY     -  US
 RO0184  USGS QUAD   -  BAXTER (2019)
 RO0184
 RO0184                         *CURRENT SURVEY CONTROL
 RO0184  ______________________________________________________________________
 RO0184* NAD 83(1986) POSITION- 46 20 23.20   (N) 094 20 53.26   (W)   HD_HELD1
 RO0184* NAVD 88 ORTHO HEIGHT -   366.500 (meters)     1202.43  (feet) ADJUSTED
 RO0184  ______________________________________________________________________
 RO0184  GEOID HEIGHT    -        -27.189 (meters)                     GEOID18
 RO0184  DYNAMIC HEIGHT  -        366.512 (meters)     1202.46  (feet) COMP
 RO0184  MODELED GRAVITY -    980,636.8   (mgal)                       NAVD 88
 RO0184
 RO0184  VERT ORDER      -  SECOND    CLASS I
 RO0184
 RO0184.The horizontal coordinates were determined by differentially corrected
 RO0184.hand held GPS observations or other comparable positioning techniques
 RO0184.and have an estimated accuracy of +/- 3 meters.
 RO0184
 RO0184.The orthometric height was determined by differential leveling and
 RO0184.adjusted by the NATIONAL GEODETIC SURVEY
 RO0184.in January 2008.
 RO0184
 RO0184.Significant digits in the geoid height do not necessarily reflect accuracy.
 RO0184.GEOID18 height accuracy estimate available here.
 RO0184
 RO0184.Click photographs - Photos may exist for this station.
 RO0184
 RO0184.The dynamic height is computed by dividing the NAVD 88
 RO0184.geopotential number by the normal gravity value computed on the
 RO0184.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RO0184.degrees latitude (g = 980.6199 gals.).
 RO0184
 RO0184.The modeled gravity was interpolated from observed gravity values.
 RO0184
 RO0184;                    North         East    Units  Estimated Accuracy
 RO0184;SPC MN C     -   248,915.8     792,446.0     MT  (+/- 3 meters HH1 GPS) 
 RO0184
 RO0184_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUM9625232683(NAD 83)
 RO0184
 RO0184                          SUPERSEDED SURVEY CONTROL
 RO0184
 RO0184  NAVD 88 (06/15/91)  366.496  (m)         1202.41   (f) SUPERSEDED  2 0
 RO0184  NGVD 29 (??/??/92)  366.309  (m)         1201.80   (f) ADJ UNCH    2 0
 RO0184
 RO0184.Superseded values are not recommended for survey control.
 RO0184
 RO0184.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RO0184.See file dsdata.pdf to determine how the superseded data were derived.
 RO0184
 RO0184_MARKER: DD = SURVEY DISK
 RO0184_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 RO0184_STAMPING: 1202 MINN RESET 1973
 RO0184_MARK LOGO: USGS
 RO0184_PROJECTION: PROJECTING 5 CENTIMETERS
 RO0184_MAGNETIC: P = MARKER IS A STEEL PIPE
 RO0184_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RO0184_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 RO0184+SATELLITE: SATELLITE OBSERVATIONS - May 09, 2023
 RO0184
 RO0184  HISTORY     - Date     Condition        Report By
 RO0184  HISTORY     - 1973     MONUMENTED       MNHD
 RO0184  HISTORY     - 20060607 GOOD             MNDT
 RO0184  HISTORY     - 20210701 GOOD             MNDT
 RO0184  HISTORY     - 20230509 GOOD             MNDT
 RO0184
 RO0184                          STATION DESCRIPTION
 RO0184
 RO0184'DESCRIBED BY MN HIGHWAY DEPT 1973
 RO0184'1 MI WEST FROM BAXTER.  IT IS 5.1 MILES MEASURED WESTERLY ALONG TRUNK
 RO0184'HIGHWAY 210 FROM THE JUNCTION OF TRUNK HIGHWAYS 210 AND 371 (1 MILE
 RO0184'WEST OF BRAINERD AT THE PAUL BUNYON CENTER) AT MILEPOST 115.4.  IT IS
 RO0184'APPROXIMATELY 300 FEET SOUTH OF TRUNK HIGHWAY 210, 43 FEET EAST OF
 RO0184'TOWNSHIP ROAD (TO LITTLE PINE RESORT), 100 FT. SOUTH OF SOUTH RAIL OF
 RO0184'BURLINGTON NORTHERN RAILROAD TRACKS, 189 FEET NORTHEAST OF THE
 RO0184'NORTHEAST CORNER OF 6 FOOT BY 8 FOOT BELL TELEPHONE BUILDING, 36.4
 RO0184'EAST-NORTHEAST OF POWER POLE (NORTH-SOUTH POWER LINE) AND 35 FEET WEST
 RO0184'OF TELEGRAPH POLE NUMBER 256.  IT IS 0.5 FEET NORTH OF STEEL WITNESS
 RO0184'POST AND IS 3 FEET ABOVE THE LEVEL OF THE RAILROAD.  IT IS A USGS CAP
 RO0184'ON A 3 1/2 INCH IRON PIPE THAT IS PROJECTING 2 INCHES ABOVE THE
 RO0184'GROUND.  NOTE-ALL DISTANCES ARE WITH RESPECT TO CENTERLINE UNLESS
 RO0184'OTHERWISE STATED. NW 1/4 SECTION 16, T133N, R29W.
 RO0184
 RO0184                          STATION RECOVERY (2006)
 RO0184
 RO0184'RECOVERY NOTE BY MN DEPT OF TRANSP 2006 (VC)
 RO0184'THE MARK IS 3 MILES (4.8 KM) WEST OF BAXTER, 5.5 MILES (8.9 KM) WEST
 RO0184'OF WEST JUNCTION OF TRUNK HIGHWAY 210 AND TRUNK HIGHWAY 371 AT
 RO0184'BRAINERD, 300 FEET (91.4 M) SOUTH OF TRUNK HIMILE POINTGHWAY 210, AT
 RO0184'TRUNK HIGHWAY 210 MILE POINT 115.4,
 RO0184'
 RO0184'43 FEET (13.1 M) EAST OF LITTLE PINE ROAD, 100 FEET (30.5 M) SOUTH OF
 RO0184'SOUTH RAIL OF RAILROAD, 36.4 FEET (11.1 M) EAST-NORTHEAST OF A POWER
 RO0184'POLE, 0.5 FEET (15.2 CM) NORTH OF A WITNESS POST.
 RO0184
 RO0184                          STATION RECOVERY (2021)
 RO0184
 RO0184'RECOVERY NOTE BY MN DEPT OF TRANSP 2021 (TJD)
 RO0184'RECOVERED IN GOOD CONDITION.
 RO0184
 RO0184                          STATION RECOVERY (2023)
 RO0184
 RO0184'RECOVERY NOTE BY MN DEPT OF TRANSP 2023 (TJD)
 RO0184'3.0 MI (4.8 KM) WEST OF BAXTER, 5.5 MI (8.8 KM) WEST OF THE WEST
 RO0184'JUNCTION OF TRUNK HIGHWAY 210 AND TRUNK HIGHWAY 371 IN BRAINERD, 300.0
 RO0184'FT (91.4 M) SOUTH OF TRUNK HIGHWAY 210, AT TRUNK HIGHWAY 210 MILE
 RO0184'POINT 115.4, 43.0 FT (13.1 M) EAST OF LITTLE PINE ROAD, 100.0 FT (30.5
 RO0184'M) SOUTH OF THE SOUTH RAIL OF A RAILROAD, 36.4 FT (11.1 M)
 RO0184'EAST-NORTHEAST OF A POWER POLE, 0.5 FT (15 CM) NORTH OF A WITNESS
 RO0184'POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DI0652 ***********************************************************************
 DI0652  DESIGNATION -  1203 B
 DI0652  PID         -  DI0652
 DI0652  STATE/COUNTY-  MN/CHIPPEWA
 DI0652  COUNTRY     -  US
 DI0652  USGS QUAD   -  CLARA CITY (2019)
 DI0652
 DI0652                         *CURRENT SURVEY CONTROL
 DI0652  ______________________________________________________________________
 DI0652* NAD 83(2011) POSITION- 44 56 05.43969(N) 095 17 22.35680(W)   ADJUSTED
 DI0652* NAD 83(2011) ELLIP HT-   300.667 (meters)        (06/27/12)   ADJUSTED
 DI0652* NAD 83(2011) EPOCH   -  2010.00
 DI0652* NAVD 88 ORTHO HEIGHT -   327.419 (meters)     1074.21  (feet) ADJUSTED
 DI0652  ______________________________________________________________________
 DI0652  GEOID HEIGHT    -        -26.743 (meters)                     GEOID18
 DI0652  NAD 83(2011) X  -   -416,962.947 (meters)                     COMP
 DI0652  NAD 83(2011) Y  - -4,503,660.164 (meters)                     COMP
 DI0652  NAD 83(2011) Z  -  4,482,437.827 (meters)                     COMP
 DI0652  LAPLACE CORR    -         -2.20  (seconds)                    DEFLEC18
 DI0652  DYNAMIC HEIGHT  -        327.390 (meters)     1074.11  (feet) COMP
 DI0652  MODELED GRAVITY -    980,520.8   (mgal)                       NAVD 88
 DI0652
 DI0652  VERT ORDER      -  SECOND    CLASS I
 DI0652
 DI0652  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DI0652  Standards:
 DI0652         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DI0652            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DI0652  -------------------------------------------------------------------
 DI0652  NETWORK    0.45   0.41           0.21   0.15   0.21     -0.14872494
 DI0652  -------------------------------------------------------------------
 DI0652  Click here for local accuracies and other accuracy information.
 DI0652
 DI0652.The horizontal coordinates were established by GPS observations
 DI0652.and adjusted by the National Geodetic Survey in June 2012.
 DI0652
 DI0652.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DI0652.been affixed to the stable North American tectonic plate. See 
 DI0652.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DI0652
 DI0652.The horizontal coordinates are valid at the epoch date displayed above
 DI0652.which is a decimal equivalence of Year/Month/Day.
 DI0652
 DI0652.The orthometric height was determined by differential leveling and
 DI0652.adjusted by the NATIONAL GEODETIC SURVEY
 DI0652.in November 2011.
 DI0652
 DI0652.Significant digits in the geoid height do not necessarily reflect accuracy.
 DI0652.GEOID18 height accuracy estimate available here.
 DI0652
 DI0652.Click photographs - Photos may exist for this station.
 DI0652
 DI0652.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DI0652
 DI0652.The Laplace correction was computed from DEFLEC18 derived deflections.
 DI0652
 DI0652.The ellipsoidal height was determined by GPS observations
 DI0652.and is referenced to NAD 83.
 DI0652
 DI0652.The dynamic height is computed by dividing the NAVD 88
 DI0652.geopotential number by the normal gravity value computed on the
 DI0652.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DI0652.degrees latitude (g = 980.6199 gals.).
 DI0652
 DI0652.The modeled gravity was interpolated from observed gravity values.
 DI0652
 DI0652. The following values were computed from the NAD 83(2011) position.
 DI0652
 DI0652;                    North         East     Units Scale Factor Converg.
 DI0652;SPC MN S     -   315,789.136   698,217.651   MT  0.99995062   -0 54 14.0
 DI0652;SPC MN S     - 1,036,051.52  2,290,735.74   sFT  0.99995062   -0 54 14.0
 DI0652;UTM  15      - 4,978,262.561   319,344.368   MT  1.00000133   -1 37 03.2
 DI0652
 DI0652!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DI0652!SPC MN S     -   0.99995286  x   0.99995062  =   0.99990348
 DI0652!UTM  15      -   0.99995286  x   1.00000133  =   0.99995419
 DI0652
 DI0652_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUK1934478262(NAD 83)
 DI0652
 DI0652                          SUPERSEDED SURVEY CONTROL
 DI0652
 DI0652  NAD 83(2007)-  44 56 05.43977(N)    095 17 22.35713(W) AD(2002.00) 1
 DI0652  ELLIP H (08/23/10)  300.693  (m)                       GP(2002.00) 3 1
 DI0652  NAD 83(1996)-  44 56 05.43934(N)    095 17 22.35669(W) AD(       ) 1
 DI0652  ELLIP H (06/12/06)  300.717  (m)                       GP(       ) 4 1
 DI0652  NAVD 88             327.42   (m)         1074.2    (f) LEVELING    3  
 DI0652
 DI0652.Superseded values are not recommended for survey control.
 DI0652
 DI0652.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DI0652.See file dsdata.pdf to determine how the superseded data were derived.
 DI0652
 DI0652_MARKER: DD = SURVEY DISK
 DI0652_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DI0652_STAMPING: 1203 B 2006
 DI0652_MARK LOGO: MNDT
 DI0652_PROJECTION: FLUSH
 DI0652_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DI0652_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DI0652_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DI0652+SATELLITE: SATELLITE OBSERVATIONS - May 19, 2021
 DI0652_ROD/PIPE-DEPTH: 4.3 meters
 DI0652
 DI0652  HISTORY     - Date     Condition        Report By
 DI0652  HISTORY     - 2006     MONUMENTED       MNDT
 DI0652  HISTORY     - 20210519 GOOD             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
 DI0652
 DI0652                          STATION RECOVERY (2021)
 DI0652
 DI0652'RECOVERY NOTE BY MN DEPT OF TRANSP 2021 (TJD)
 DI0652'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DI0653 ***********************************************************************
 DI0653  DESIGNATION -  1203 C
 DI0653  PID         -  DI0653
 DI0653  STATE/COUNTY-  MN/CHIPPEWA
 DI0653  COUNTRY     -  US
 DI0653  USGS QUAD   -  CLARA CITY (2019)
 DI0653
 DI0653                         *CURRENT SURVEY CONTROL
 DI0653  ______________________________________________________________________
 DI0653* NAD 83(2011) POSITION- 44 56 04.51286(N) 095 18 35.74679(W)   ADJUSTED
 DI0653* NAD 83(2011) ELLIP HT-   301.165 (meters)        (06/27/12)   ADJUSTED
 DI0653* NAD 83(2011) EPOCH   -  2010.00
 DI0653* NAVD 88 ORTHO HEIGHT -   327.893 (meters)     1075.76  (feet) ADJUSTED
 DI0653  ______________________________________________________________________
 DI0653  GEOID HEIGHT    -        -26.725 (meters)                     GEOID18
 DI0653  NAD 83(2011) X  -   -418,567.247 (meters)                     COMP
 DI0653  NAD 83(2011) Y  - -4,503,531.995 (meters)                     COMP
 DI0653  NAD 83(2011) Z  -  4,482,417.924 (meters)                     COMP
 DI0653  LAPLACE CORR    -         -2.47  (seconds)                    DEFLEC18
 DI0653  DYNAMIC HEIGHT  -        327.864 (meters)     1075.67  (feet) COMP
 DI0653  MODELED GRAVITY -    980,521.5   (mgal)                       NAVD 88
 DI0653
 DI0653  VERT ORDER      -  SECOND    CLASS I
 DI0653
 DI0653  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DI0653  Standards:
 DI0653         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DI0653            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DI0653  -------------------------------------------------------------------
 DI0653  NETWORK    0.26   0.31           0.12   0.09   0.16      0.01398726
 DI0653  -------------------------------------------------------------------
 DI0653  Click here for local accuracies and other accuracy information.
 DI0653
 DI0653.The horizontal coordinates were established by GPS observations
 DI0653.and adjusted by the National Geodetic Survey in June 2012.
 DI0653
 DI0653.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DI0653.been affixed to the stable North American tectonic plate. See 
 DI0653.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DI0653
 DI0653.The horizontal coordinates are valid at the epoch date displayed above
 DI0653.which is a decimal equivalence of Year/Month/Day.
 DI0653
 DI0653.The orthometric height was determined by differential leveling and
 DI0653.adjusted by the NATIONAL GEODETIC SURVEY
 DI0653.in November 2011.
 DI0653
 DI0653.Significant digits in the geoid height do not necessarily reflect accuracy.
 DI0653.GEOID18 height accuracy estimate available here.
 DI0653
 DI0653.Click photographs - Photos may exist for this station.
 DI0653
 DI0653.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DI0653
 DI0653.The Laplace correction was computed from DEFLEC18 derived deflections.
 DI0653
 DI0653.The ellipsoidal height was determined by GPS observations
 DI0653.and is referenced to NAD 83.
 DI0653
 DI0653.The dynamic height is computed by dividing the NAVD 88
 DI0653.geopotential number by the normal gravity value computed on the
 DI0653.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DI0653.degrees latitude (g = 980.6199 gals.).
 DI0653
 DI0653.The modeled gravity was interpolated from observed gravity values.
 DI0653
 DI0653. The following values were computed from the NAD 83(2011) position.
 DI0653
 DI0653;                    North         East     Units Scale Factor Converg.
 DI0653;SPC MN S     -   315,786.115   696,608.274   MT  0.99995058   -0 55 05.4
 DI0653;SPC MN S     - 1,036,041.61  2,285,455.65   sFT  0.99995058   -0 55 05.4
 DI0653;UTM  15      - 4,978,279.588   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  =   0.99990337
 DI0653!UTM  15      -   0.99995278  x   1.00000851  =   0.99996129
 DI0653
 DI0653_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUK1773478279(NAD 83)
 DI0653
 DI0653                          SUPERSEDED SURVEY CONTROL
 DI0653
 DI0653  NAD 83(2007)-  44 56 04.51304(N)    095 18 35.74723(W) AD(2002.00) 1
 DI0653  ELLIP H (08/23/10)  301.188  (m)                       GP(2002.00) 3 1
 DI0653  NAD 83(1996)-  44 56 04.51261(N)    095 18 35.74679(W) AD(       ) 1
 DI0653  ELLIP H (06/12/06)  301.211  (m)                       GP(       ) 4 1
 DI0653  NAVD 88             327.89   (m)         1075.8    (f) LEVELING    3  
 DI0653
 DI0653.Superseded values are not recommended for survey control.
 DI0653
 DI0653.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DI0653.See file dsdata.pdf to determine how the superseded data were derived.
 DI0653
 DI0653_MARKER: DD = SURVEY DISK
 DI0653_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DI0653_STAMPING: 1203 C 2006
 DI0653_MARK LOGO: MNDT
 DI0653_PROJECTION: FLUSH
 DI0653_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DI0653_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DI0653_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DI0653+SATELLITE: SATELLITE OBSERVATIONS - May 19, 2021
 DI0653_ROD/PIPE-DEPTH: 6.1 meters
 DI0653
 DI0653  HISTORY     - Date     Condition        Report By
 DI0653  HISTORY     - 2006     MONUMENTED       MNDT
 DI0653  HISTORY     - 20090528 GOOD             MNDT
 DI0653  HISTORY     - 20210519 GOOD             MNDT
 DI0653
 DI0653                          STATION DESCRIPTION
 DI0653
 DI0653'DESCRIBED BY MN DEPT OF TRANSP 2006
 DI0653'IN BUNDE, AT THE JUNCTION OF TRUNK HIGHWAY 7 AND COUNTY ROAD 1, IN THE
 DI0653'NORTHEAST QUADRANT, AT TRUNK HIGHWAY 7 MILEPOINT 94.3, 55.3 FEET EAST
 DI0653'OF COUNTY ROAD 1 (140TH AVENUE SOUTHEAST), 46.4 FEET NORTH OF TRUNK
 DI0653'HIGHWAY 7, 4.7 FEET SOUTH OF SOUTH EDGE OF CHURCH PARKING LOT, 1.0
 DI0653'FEET SOUTH OF WITNESS POST
 DI0653
 DI0653                          STATION RECOVERY (2009)
 DI0653
 DI0653'RECOVERY NOTE BY MN DEPT OF TRANSP 2009 (KMS)
 DI0653'IN BUNDE, AT THE JUNCTION OF TRUNK HIGHWAY 7 AND COUNTY ROAD 1, IN THE
 DI0653'NORTHEAST QUADRANT, AT TRUNK HIGHWAY 7 MILEPOINT 94.3, 55.3 FEET EAST
 DI0653'OF COUNTY ROAD 1 (140TH AVENUE SOUTHEAST), 46.4 FEET NORTH OF TRUNK
 DI0653'HIGHWAY 7, 4.7 FEET SOUTH OF SOUTH EDGE OF CHURCH PARKING LOT, 1.0
 DI0653'FOOT SOUTH OF WITNESS POST.
 DI0653
 DI0653                          STATION RECOVERY (2021)
 DI0653
 DI0653'RECOVERY NOTE BY MN DEPT OF TRANSP 2021 (TJD)
 DI0653'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DI0654 ***********************************************************************
 DI0654  DESIGNATION -  1203 D
 DI0654  PID         -  DI0654
 DI0654  STATE/COUNTY-  MN/CHIPPEWA
 DI0654  COUNTRY     -  US
 DI0654  USGS QUAD   -  CLARA CITY (2019)
 DI0654
 DI0654                         *CURRENT SURVEY CONTROL
 DI0654  ______________________________________________________________________
 DI0654* NAD 83(2011) POSITION- 44 56 08.42435(N) 095 19 50.68836(W)   ADJUSTED
 DI0654* NAD 83(2011) ELLIP HT-   297.014 (meters)        (06/27/12)   ADJUSTED
 DI0654* NAD 83(2011) EPOCH   -  2010.00
 DI0654* NAVD 88 ORTHO HEIGHT -   323.715 (meters)     1062.06  (feet) ADJUSTED
 DI0654  ______________________________________________________________________
 DI0654  GEOID HEIGHT    -        -26.702 (meters)                     GEOID18
 DI0654  NAD 83(2011) X  -   -420,195.277 (meters)                     COMP
 DI0654  NAD 83(2011) Y  - -4,503,291.776 (meters)                     COMP
 DI0654  NAD 83(2011) Z  -  4,482,500.473 (meters)                     COMP
 DI0654  LAPLACE CORR    -         -2.73  (seconds)                    DEFLEC18
 DI0654  DYNAMIC HEIGHT  -        323.687 (meters)     1061.96  (feet) COMP
 DI0654  MODELED GRAVITY -    980,522.7   (mgal)                       NAVD 88
 DI0654
 DI0654  VERT ORDER      -  SECOND    CLASS I
 DI0654
 DI0654  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DI0654  Standards:
 DI0654         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DI0654            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DI0654  -------------------------------------------------------------------
 DI0654  NETWORK    0.35   0.37           0.16   0.12   0.19     -0.03073335
 DI0654  -------------------------------------------------------------------
 DI0654  Click here for local accuracies and other accuracy information.
 DI0654
 DI0654.The horizontal coordinates were established by GPS observations
 DI0654.and adjusted by the National Geodetic Survey in June 2012.
 DI0654
 DI0654.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DI0654.been affixed to the stable North American tectonic plate. See 
 DI0654.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DI0654
 DI0654.The horizontal coordinates are valid at the epoch date displayed above
 DI0654.which is a decimal equivalence of Year/Month/Day.
 DI0654
 DI0654.The orthometric height was determined by differential leveling and
 DI0654.adjusted by the NATIONAL GEODETIC SURVEY
 DI0654.in November 2011.
 DI0654
 DI0654.Significant digits in the geoid height do not necessarily reflect accuracy.
 DI0654.GEOID18 height accuracy estimate available here.
 DI0654
 DI0654.Click photographs - Photos may exist for this station.
 DI0654
 DI0654.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DI0654
 DI0654.The Laplace correction was computed from DEFLEC18 derived deflections.
 DI0654
 DI0654.The ellipsoidal height was determined by GPS observations
 DI0654.and is referenced to NAD 83.
 DI0654
 DI0654.The dynamic height is computed by dividing the NAVD 88
 DI0654.geopotential number by the normal gravity value computed on the
 DI0654.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DI0654.degrees latitude (g = 980.6199 gals.).
 DI0654
 DI0654.The modeled gravity was interpolated from observed gravity values.
 DI0654
 DI0654. The following values were computed from the NAD 83(2011) position.
 DI0654
 DI0654;                    North         East     Units Scale Factor Converg.
 DI0654;SPC MN S     -   315,933.378   694,967.306   MT  0.99995073   -0 55 57.9
 DI0654;SPC MN S     - 1,036,524.76  2,280,071.90   sFT  0.99995073   -0 55 57.9
 DI0654;UTM  15      - 4,978,447.296   316,095.885   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  =   0.99990417
 DI0654!UTM  15      -   0.99995343  x   1.00001589  =   0.99996932
 DI0654
 DI0654_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUK1609578447(NAD 83)
 DI0654
 DI0654                          SUPERSEDED SURVEY CONTROL
 DI0654
 DI0654  NAD 83(2007)-  44 56 08.42450(N)    095 19 50.68870(W) AD(2002.00) 1
 DI0654  ELLIP H (08/23/10)  297.039  (m)                       GP(2002.00) 3 1
 DI0654  NAD 83(1996)-  44 56 08.42406(N)    095 19 50.68826(W) AD(       ) 1
 DI0654  ELLIP H (06/12/06)  297.062  (m)                       GP(       ) 4 1
 DI0654  NAVD 88             323.71   (m)         1062.0    (f) LEVELING    3  
 DI0654
 DI0654.Superseded values are not recommended for survey control.
 DI0654
 DI0654.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DI0654.See file dsdata.pdf to determine how the superseded data were derived.
 DI0654
 DI0654_MARKER: DD = SURVEY DISK
 DI0654_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DI0654_STAMPING: 1203 D 2006
 DI0654_MARK LOGO: MNDT
 DI0654_PROJECTION: FLUSH
 DI0654_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DI0654_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DI0654_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DI0654+SATELLITE: SATELLITE OBSERVATIONS - August 17, 2009
 DI0654_ROD/PIPE-DEPTH: 5.8 meters
 DI0654
 DI0654  HISTORY     - Date     Condition        Report By
 DI0654  HISTORY     - 2006     MONUMENTED       MNDT
 DI0654  HISTORY     - 20090817 GOOD             MNDT
 DI0654
 DI0654                          STATION DESCRIPTION
 DI0654
 DI0654'DESCRIBED BY MN DEPT OF TRANSP 2006
 DI0654'2.5 MILES SOUTHEAST OF CLARA CITY, 3.5 MILES EAST ALONG TRUNK HIGHWAY
 DI0654'7 FROM JUNCTION OF TRUNK HIGHWAY 7 AND TRUNK HIGHWAY 23 IN CLARA CITY,
 DI0654'AT TRUNK HIGHWAY 7 MILEPOINT 93.2, 61.2 FEET NORTHEAST OF TRUNK
 DI0654'HIGHWAY 7, 45.1 FEET WEST OF 130TH AVENUE SOUTHEAST, 12.7 FEET
 DI0654'SOUTHWEST OF POWER POLE, 1.1 FEET SOUTH OF WITNESS POST
 DI0654
 DI0654                          STATION RECOVERY (2009)
 DI0654
 DI0654'RECOVERY NOTE BY MN DEPT OF TRANSP 2009 (DKH)
 DI0654'2.5 MILES SOUTHEAST OF CLARA CITY, 3.5 MILES EAST ALONG TRUNK HIGHWAY
 DI0654'7 FROM JUNCTION OF TRUNK HIGHWAY 7 AND TRUNK HIGHWAY 23 IN CLARA CITY,
 DI0654'AT TRUNK HIGHWAY 7 MILEPOINT 93.2, 61.2 FEET NORTHEAST OF TRUNK
 DI0654'HIGHWAY 7, 45.1 FEET WEST OF 130TH AVENUE SOUTHEAST, 12.7 FEET
 DI0654'SOUTHWEST OF POWER POLE, 1.1 FEET SOUTH OF WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DM5249 ***********************************************************************
 DM5249  DESIGNATION -  1203 F
 DM5249  PID         -  DM5249
 DM5249  STATE/COUNTY-  MN/CHIPPEWA
 DM5249  COUNTRY     -  US
 DM5249  USGS QUAD   -  CLARA CITY (2019)
 DM5249
 DM5249                         *CURRENT SURVEY CONTROL
 DM5249  ______________________________________________________________________
 DM5249* NAD 83(1986) POSITION- 44 56 56.79   (N) 095 21 48.18   (W)   HD_HELD1
 DM5249* NAVD 88 ORTHO HEIGHT -   321.641 (meters)     1055.25  (feet) ADJUSTED
 DM5249  ______________________________________________________________________
 DM5249  GEOID HEIGHT    -        -26.651 (meters)                     GEOID18
 DM5249  DYNAMIC HEIGHT  -        321.615 (meters)     1055.17  (feet) COMP
 DM5249  MODELED GRAVITY -    980,526.2   (mgal)                       NAVD 88
 DM5249
 DM5249  VERT ORDER      -  SECOND    CLASS I
 DM5249
 DM5249.The horizontal coordinates were determined by differentially corrected
 DM5249.hand held GPS observations or other comparable positioning techniques
 DM5249.and have an estimated accuracy of +/- 3 meters.
 DM5249
 DM5249.The orthometric height was determined by differential leveling and
 DM5249.adjusted by the NATIONAL GEODETIC SURVEY
 DM5249.in November 2011.
 DM5249
 DM5249.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM5249.GEOID18 height accuracy estimate available here.
 DM5249
 DM5249.Click photographs - Photos may exist for this station.
 DM5249
 DM5249.The dynamic height is computed by dividing the NAVD 88
 DM5249.geopotential number by the normal gravity value computed on the
 DM5249.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM5249.degrees latitude (g = 980.6199 gals.).
 DM5249
 DM5249.The modeled gravity was interpolated from observed gravity values.
 DM5249
 DM5249;                    North         East    Units  Estimated Accuracy
 DM5249;SPC MN S     -   317,468.6     692,416.5     MT  (+/- 3 meters HH1 GPS) 
 DM5249
 DM5249_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUK1356480014(NAD 83)
 DM5249
 DM5249                          SUPERSEDED SURVEY CONTROL
 DM5249
 DM5249.No superseded survey control is available for this station.
 DM5249
 DM5249_MARKER: DV = VERTICAL CONTROL DISK
 DM5249_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DM5249_SP_SET: BRIDGE ABUTMENT
 DM5249_STAMPING: 1203 F 2005
 DM5249_MARK LOGO: MNDT
 DM5249_MAGNETIC: N = NO MAGNETIC MATERIAL
 DM5249_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DM5249_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DM5249+SATELLITE: SATELLITE OBSERVATIONS - May 13, 2009
 DM5249
 DM5249  HISTORY     - Date     Condition        Report By
 DM5249  HISTORY     - 1988     MONUMENTED       MNDT
 DM5249  HISTORY     - 20051214 GOOD             MNDT
 DM5249  HISTORY     - 20090513 GOOD             MNDT
 DM5249
 DM5249                          STATION DESCRIPTION
 DM5249
 DM5249'DESCRIBED BY MN DEPT OF TRANSP 2005 (MPP)
 DM5249'THE MARK IS LOCATED ABOUT 7.7 MI (12.4 KM) SOUTHWEST OF RAYMOND, 5.9
 DM5249'MI (9.5 KM) EAST-NORTHEAST OF MAYNARD AND IN THE TOWN OF CLARA CITY
 DM5249'MINNESOTA.
 DM5249'
 DM5249'TO REACH THE MARK FROM THE JUNCTION OF FROM THE JUNCTION OF TRUNK
 DM5249'HIGHWAY 7 AND TRUNK HIGHWAY 23 IN CLARA CITY, GO 0.5 MI (0.8 KM) (0.8
 DM5249'KM) EAST ALONG TRUNK HIGHWAY 7 TO MILE POINT 91.30 AND FOUND IN THE
 DM5249'SOUTHEAST CORNER OF THE BRIDGE ABUTMENT OF BRIDGE NUMBER 12008 OVER
 DM5249'HAWK CREEK.
 DM5249'
 DM5249'THE MARK IS FOUND IS 22.5 FT (6.9 M) SOUTH OF TRUNK HIGHWAY 7.
 DM5249'
 DM5249'NOTE-THE DISK WAS SET IN THE BRIDGE WHEN BUILT IN 1988, THEN STAMPED
 DM5249'WHEN SURVEYED IN 2005.
 DM5249
 DM5249                          STATION RECOVERY (2009)
 DM5249
 DM5249'RECOVERY NOTE BY MN DEPT OF TRANSP 2009 (WAS)
 DM5249'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DI0656 ***********************************************************************
 DI0656  DESIGNATION -  1203 G
 DI0656  PID         -  DI0656
 DI0656  STATE/COUNTY-  MN/CHIPPEWA
 DI0656  COUNTRY     -  US
 DI0656  USGS QUAD   -  CLARA CITY (2019)
 DI0656
 DI0656                         *CURRENT SURVEY CONTROL
 DI0656  ______________________________________________________________________
 DI0656* NAD 83(2011) POSITION- 44 56 55.58471(N) 095 22 26.62828(W)   ADJUSTED
 DI0656* NAD 83(2011) ELLIP HT-   292.893 (meters)        (06/27/12)   ADJUSTED
 DI0656* NAD 83(2011) EPOCH   -  2010.00
 DI0656* NAVD 88 ORTHO HEIGHT -   319.536 (meters)     1048.34  (feet) ADJUSTED
 DI0656  ______________________________________________________________________
 DI0656  GEOID HEIGHT    -        -26.639 (meters)                     GEOID18
 DI0656  NAD 83(2011) X  -   -423,503.133 (meters)                     COMP
 DI0656  NAD 83(2011) Y  - -4,501,945.999 (meters)                     COMP
 DI0656  NAD 83(2011) Z  -  4,483,528.069 (meters)                     COMP
 DI0656  LAPLACE CORR    -         -2.85  (seconds)                    DEFLEC18
 DI0656  DYNAMIC HEIGHT  -        319.510 (meters)     1048.26  (feet) COMP
 DI0656  MODELED GRAVITY -    980,526.8   (mgal)                       NAVD 88
 DI0656
 DI0656  VERT ORDER      -  SECOND    CLASS I
 DI0656
 DI0656  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DI0656  Standards:
 DI0656         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DI0656            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DI0656  -------------------------------------------------------------------
 DI0656  NETWORK    0.22   0.29           0.10   0.08   0.15      0.05912368
 DI0656  -------------------------------------------------------------------
 DI0656  Click here for local accuracies and other accuracy information.
 DI0656
 DI0656.The horizontal coordinates were established by GPS observations
 DI0656.and adjusted by the National Geodetic Survey in June 2012.
 DI0656
 DI0656.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DI0656.been affixed to the stable North American tectonic plate. See 
 DI0656.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DI0656
 DI0656.The horizontal coordinates are valid at the epoch date displayed above
 DI0656.which is a decimal equivalence of Year/Month/Day.
 DI0656
 DI0656.The orthometric height was determined by differential leveling and
 DI0656.adjusted by the NATIONAL GEODETIC SURVEY
 DI0656.in November 2011.
 DI0656
 DI0656.Significant digits in the geoid height do not necessarily reflect accuracy.
 DI0656.GEOID18 height accuracy estimate available here.
 DI0656
 DI0656.Click photographs - Photos may exist for this station.
 DI0656
 DI0656.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DI0656
 DI0656.The Laplace correction was computed from DEFLEC18 derived deflections.
 DI0656
 DI0656.The ellipsoidal height was determined by GPS observations
 DI0656.and is referenced to NAD 83.
 DI0656
 DI0656.The dynamic height is computed by dividing the NAVD 88
 DI0656.geopotential number by the normal gravity value computed on the
 DI0656.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DI0656.degrees latitude (g = 980.6199 gals.).
 DI0656
 DI0656.The modeled gravity was interpolated from observed gravity values.
 DI0656
 DI0656. The following values were computed from the NAD 83(2011) position.
 DI0656
 DI0656;                    North         East     Units Scale Factor Converg.
 DI0656;SPC MN S     -   317,445.489   691,573.212   MT  0.99995248   -0 57 47.2
 DI0656;SPC MN S     - 1,041,485.74  2,268,936.45   sFT  0.99995248   -0 57 47.2
 DI0656;UTM  15      - 4,980,001.711   312,720.662   MT  1.00003130   -1 40 39.7
 DI0656
 DI0656!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DI0656!SPC MN S     -   0.99995408  x   0.99995248  =   0.99990656
 DI0656!UTM  15      -   0.99995408  x   1.00003130  =   0.99998538
 DI0656
 DI0656_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUK1272080001(NAD 83)
 DI0656
 DI0656                          SUPERSEDED SURVEY CONTROL
 DI0656
 DI0656  NAD 83(2007)-  44 56 55.58499(N)    095 22 26.62879(W) AD(2002.00) 1
 DI0656  ELLIP H (08/23/10)  292.917  (m)                       GP(2002.00) 3 1
 DI0656  NAD 83(1996)-  44 56 55.58453(N)    095 22 26.62837(W) AD(       ) 1
 DI0656  ELLIP H (06/12/06)  292.940  (m)                       GP(       ) 4 1
 DI0656  NAVD 88             319.54   (m)         1048.4    (f) LEVELING    3  
 DI0656
 DI0656.Superseded values are not recommended for survey control.
 DI0656
 DI0656.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DI0656.See file dsdata.pdf to determine how the superseded data were derived.
 DI0656
 DI0656_MARKER: DD = SURVEY DISK
 DI0656_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DI0656_STAMPING: 1203 G 2006
 DI0656_MARK LOGO: MNDT
 DI0656_PROJECTION: FLUSH
 DI0656_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DI0656_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DI0656_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DI0656+SATELLITE: SATELLITE OBSERVATIONS - May 13, 2009
 DI0656_ROD/PIPE-DEPTH: 6.1 meters
 DI0656
 DI0656  HISTORY     - Date     Condition        Report By
 DI0656  HISTORY     - 2006     MONUMENTED       MNDT
 DI0656  HISTORY     - 20090513 GOOD             MNDT
 DI0656  HISTORY     - 20090513 GOOD             MNDT
 DI0656
 DI0656                          STATION DESCRIPTION
 DI0656
 DI0656'DESCRIBED BY MN DEPT OF TRANSP 2006
 DI0656'IN CLARA CITY, AT JUNCTION OF TRUNK HIGHWAY 23 AND TRUNK HIGHWAY 7 IN
 DI0656'CLARA CITY, AT TRUNK HIGHWAY 23 MILEPOINT 125.10, 103.6 FEET SOUTH OF
 DI0656'EAST BOUND TRUNK HIGHWAY 7, 89.8 FEET WEST-NORTHWEST OF TRUNK HIGHWAY
 DI0656'23, 18.2 FEET SOUTH-SOUTHEAST OF CABLE PEDESTAL, 1.0 FEET EAST OF
 DI0656'WITNESS POST
 DI0656
 DI0656                          STATION RECOVERY (2009)
 DI0656
 DI0656'RECOVERY NOTE BY MN DEPT OF TRANSP 2009 (WAS)
 DI0656'IN CLARA CITY, AT JUNCTION OF TRUNK HIGHWAY 23 AND TRUNK HIGHWAY 7 IN
 DI0656'CLARA CITY, AT TRUNK HIGHWAY 23 MILEPOINT 125.10, 103.6 FEET SOUTH OF
 DI0656'EASTBOUND TRUNK HIGHWAY 7, 89.8 FEET WEST-NORTHWEST OF TRUNK HIGHWAY
 DI0656'23, 18.2 FEET SOUTH-SOUTHEAST OF CABLE PEDESTAL, 1.0 FOOT EAST OF
 DI0656'WITNESS POST.
 DI0656
 DI0656                          STATION RECOVERY (2009)
 DI0656
 DI0656'RECOVERY NOTE BY MN DEPT OF TRANSP 2009 (WAS)
 DI0656'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 PQ1325 ***********************************************************************
 PQ1325  DESIGNATION -  1204 B
 PQ1325  PID         -  PQ1325
 PQ1325  STATE/COUNTY-  MN/CHIPPEWA
 PQ1325  COUNTRY     -  US
 PQ1325  USGS QUAD   -  MINNESOTA FALLS (2019)
 PQ1325
 PQ1325                         *CURRENT SURVEY CONTROL
 PQ1325  ______________________________________________________________________
 PQ1325* NAD 83(1986) POSITION- 44 48 11.60   (N) 095 29 02.47   (W)   HD_HELD1
 PQ1325* NAVD 88 ORTHO HEIGHT -   327.692 (meters)     1075.10  (feet) ADJUSTED
 PQ1325  ______________________________________________________________________
 PQ1325  GEOID HEIGHT    -        -26.790 (meters)                     GEOID18
 PQ1325  DYNAMIC HEIGHT  -        327.662 (meters)     1075.00  (feet) COMP
 PQ1325  MODELED GRAVITY -    980,515.5   (mgal)                       NAVD 88
 PQ1325
 PQ1325  VERT ORDER      -  SECOND    CLASS I
 PQ1325
 PQ1325.The horizontal coordinates were determined by differentially corrected
 PQ1325.hand held GPS observations or other comparable positioning techniques
 PQ1325.and have an estimated accuracy of +/- 3 meters.
 PQ1325
 PQ1325.The orthometric height was determined by differential leveling and
 PQ1325.adjusted by the NATIONAL GEODETIC SURVEY
 PQ1325.in June 1995.
 PQ1325
 PQ1325.Significant digits in the geoid height do not necessarily reflect accuracy.
 PQ1325.GEOID18 height accuracy estimate available here.
 PQ1325
 PQ1325.Click photographs - Photos may exist for this station.
 PQ1325
 PQ1325.The dynamic height is computed by dividing the NAVD 88
 PQ1325.geopotential number by the normal gravity value computed on the
 PQ1325.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PQ1325.degrees latitude (g = 980.6199 gals.).
 PQ1325
 PQ1325.The modeled gravity was interpolated from observed gravity values.
 PQ1325
 PQ1325;                    North         East    Units  Estimated Accuracy
 PQ1325;SPC MN S     -   301,425.7     682,603.9     MT  (+/- 3 meters HH1 GPS) 
 PQ1325
 PQ1325_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUK0355164093(NAD 83)
 PQ1325
 PQ1325                          SUPERSEDED SURVEY CONTROL
 PQ1325
 PQ1325.No superseded survey control is available for this station.
 PQ1325
 PQ1325_MARKER: DB = BENCH MARK DISK
 PQ1325_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 PQ1325_SP_SET: BRIDGE ABUTMENT
 PQ1325_STAMPING: 1204 B 1976
 PQ1325_MARK LOGO: MNHD
 PQ1325_MAGNETIC: N = NO MAGNETIC MATERIAL
 PQ1325_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PQ1325_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 PQ1325+SATELLITE: SATELLITE OBSERVATIONS - June 08, 2016
 PQ1325
 PQ1325  HISTORY     - Date     Condition        Report By
 PQ1325  HISTORY     - 19760401 MONUMENTED       MNHD
 PQ1325  HISTORY     - 19831130 GOOD             MNDT
 PQ1325  HISTORY     - 20030826 GOOD             MNDT
 PQ1325  HISTORY     - 20090514 GOOD             MNDT
 PQ1325  HISTORY     - 20160608 GOOD             MNDT
 PQ1325
 PQ1325                          STATION DESCRIPTION
 PQ1325
 PQ1325'DESCRIBED BY MN DEPT OF TRANSP 1983
 PQ1325'THE MARK IS LOCATED ABOUT 3 MI (4.8 KM) EAST OF THE CITY OF GRANITE
 PQ1325'FALLS, 0.5 MI (0.8 KM) NORTH ALONG TRUNK HIGHWAY 23 FROM ITS JUNCTION
 PQ1325'WITH TRUNK HIGHWAY 212, IN THE NE 1/4 OF SECTION 1, T115N, R39W, 25
 PQ1325'FT (7.6 M) EAST OF AND 0.5 FT (0.2 M) HIGHER THAN THE CENTERLINE OF
 PQ1325'HIGHWAY 23 AND AT ENGINEERS STATION 2126+48.  THE MARK, A STANDARD
 PQ1325'MNDT BENCH MARK DISK STAMPED---1204 B 1976---, IS SET IN THE TOP OF
 PQ1325'THE EAST END OF THE SOUTH ABUTMENT OF BRIDGE NUMBER 12001 (TRUNK
 PQ1325'HIGHWAY 23 OVER THE CHICAGO, MILWAUKEE, ST PAUL AND PACIFIC RAILROAD).
 PQ1325
 PQ1325                          STATION RECOVERY (2003)
 PQ1325
 PQ1325'RECOVERY NOTE BY MN DEPT OF TRANSP 2003 (MPP)
 PQ1325'3 MILES EAST OF GRANITE FALLS, 0.5 MILES NORTH OF JUNCTION OF TRUNK
 PQ1325'HIGHWAY 23 AND TRUNK HIGHWAY 212, 25 FEET EAST OF TRUNK HIGHWAY 23, IN
 PQ1325'EAST END OF SOUTH ABUTMENT OF TRUNK HIGHWAY 23 BRIDGE 12001 OVER RR
 PQ1325
 PQ1325                          STATION RECOVERY (2009)
 PQ1325
 PQ1325'RECOVERY NOTE BY MN DEPT OF TRANSP 2009 (WAS)
 PQ1325'THE STATION IS LOCATED ABOUT 6.6 MI (10.6 KM) WEST OF SACRED HEART.
 PQ1325'
 PQ1325'TO REACH THE MARK GO 5.8 MI (9.3 KM) SOUTH-SOUTHEAST OF ASBURY AND 3.0
 PQ1325'MI (4.8 KM) EAST OF GRANITE FALLS.
 PQ1325'
 PQ1325'IT IS 3.0 MI (4.8 KM) EAST OF GRANITE FALLS, IN EAST END OF SOUTH
 PQ1325'ABUTMENT OF TRUNK HIGHWAY 23 BRIDGE 12001 OVER RAILROAD, 3.2 MI (5.1
 PQ1325'KM) EAST ON TRUNK HIGHWAY 212/TRUNK HIGHWAY 23 FROM THE JUNCTION OF
 PQ1325'TRUNK HIGHWAY 212/TRUNK HIGHWAY 23 AND TRUNK HIGHWAY 23 (SOUTH) IN
 PQ1325'GRANITE FALLS.
 PQ1325'
 PQ1325'IT IS 0.5 MI (0.8 KM) NORTH ON TRUNK HIGHWAY 23, 25 FT (7.6 M) EAST OF
 PQ1325'TRUNK HIGHWAY 23.
 PQ1325
 PQ1325                          STATION RECOVERY (2016)
 PQ1325
 PQ1325'RECOVERY NOTE BY MN DEPT OF TRANSP 2016 (DSH)
 PQ1325'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DM8536 ***********************************************************************
 DM8536  DESIGNATION -  1204 C
 DM8536  PID         -  DM8536
 DM8536  STATE/COUNTY-  MN/RENVILLE
 DM8536  COUNTRY     -  US
 DM8536  USGS QUAD   -  MINNESOTA FALLS (2019)
 DM8536
 DM8536                         *CURRENT SURVEY CONTROL
 DM8536  ______________________________________________________________________
 DM8536* NAD 83(1986) POSITION- 44 49 04.00   (N) 095 28 59.25   (W)   HD_HELD1
 DM8536* NAVD 88 ORTHO HEIGHT -   320.105 (meters)     1050.21  (feet) ADJUSTED
 DM8536  ______________________________________________________________________
 DM8536  GEOID HEIGHT    -        -26.743 (meters)                     GEOID18
 DM8536  DYNAMIC HEIGHT  -        320.076 (meters)     1050.12  (feet) COMP
 DM8536  MODELED GRAVITY -    980,518.4   (mgal)                       NAVD 88
 DM8536
 DM8536  VERT ORDER      -  SECOND    CLASS I
 DM8536
 DM8536.The horizontal coordinates were determined by differentially corrected
 DM8536.hand held GPS observations or other comparable positioning techniques
 DM8536.and have an estimated accuracy of +/- 3 meters.
 DM8536
 DM8536.The orthometric height was determined by differential leveling and
 DM8536.adjusted by the NATIONAL GEODETIC SURVEY
 DM8536.in December 2013.
 DM8536
 DM8536.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM8536.GEOID18 height accuracy estimate available here.
 DM8536
 DM8536.Click photographs - Photos may exist for this station.
 DM8536
 DM8536.The dynamic height is computed by dividing the NAVD 88
 DM8536.geopotential number by the normal gravity value computed on the
 DM8536.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM8536.degrees latitude (g = 980.6199 gals.).
 DM8536
 DM8536.The modeled gravity was interpolated from observed gravity values.
 DM8536
 DM8536;                    North         East    Units  Estimated Accuracy
 DM8536;SPC MN S     -   303,041.6     682,704.0     MT  (+/- 3 meters HH1 GPS) 
 DM8536
 DM8536_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUK0367165707(NAD 83)
 DM8536
 DM8536                          SUPERSEDED SURVEY CONTROL
 DM8536
 DM8536.No superseded survey control is available for this station.
 DM8536
 DM8536_MARKER: DV = VERTICAL CONTROL DISK
 DM8536_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 DM8536_STAMPING: 1204 C 1976
 DM8536_MARK LOGO: MNHD
 DM8536_PROJECTION: RECESSED 15 CENTIMETERS
 DM8536_MAGNETIC: I = MARKER IS A STEEL ROD
 DM8536_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DM8536_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DM8536+SATELLITE: SATELLITE OBSERVATIONS - May 17, 2021
 DM8536_ROD/PIPE-DEPTH: 4.6 meters
 DM8536
 DM8536  HISTORY     - Date     Condition        Report By
 DM8536  HISTORY     - 19760401 MONUMENTED       MNHD
 DM8536  HISTORY     - 20090514 GOOD             MNDT
 DM8536  HISTORY     - 20160328 GOOD             MNDT
 DM8536  HISTORY     - 20210517 GOOD             MNDT
 DM8536
 DM8536                          STATION DESCRIPTION
 DM8536
 DM8536'DESCRIBED BY MN DEPT OF TRANSP 2009 (WAS)
 DM8536'THE STATION IS LOCATED ABOUT 6.2 MI (10.0 KM) SOUTH OF MAYNAR.
 DM8536'
 DM8536'TO REACH THE MARK GO 4.9 MI (7.9 KM) SOUTH-SOUTHEAST OF ASBURY AND 3.1
 DM8536'MI (5.0 KM) EAST OF GRANITE FALLS.
 DM8536'
 DM8536'IT IS 3.0 MI (4.8 KM) NORTHEAST OF GRANITE FALLS, 1.5 MI (2.4 KM)
 DM8536'NORTH ON TRUNK HIGHWAY 23 FROM THE JUNCTION OF TRUNK HIGHWAY 23 AND
 DM8536'TRUNK HIGHWAY 212 GRANITE FALLS, 95.0 FT (29.0 M) EAST OF TRUNK
 DM8536'HIGHWAY 23, AT TRUNK HIGHWAY 23 MILE POINT 113.05, AT TRUNK HIGHWAY 23
 DM8536'STATION 2179+63, 98 FT (29.9 M) SOUTH OF EAST-WEST TOWNSHIP ROAD 1.0
 DM8536'FT (0.3 M) NORTH OF A WITNESS POST, 64.0 FT (19.5 M) SOUTH OF POWER
 DM8536'POLE.
 DM8536
 DM8536                          STATION RECOVERY (2016)
 DM8536
 DM8536'RECOVERY NOTE BY MN DEPT OF TRANSP 2016 (SVS)
 DM8536'3.0 MI (4.8 KM) NORTHEAST OF GRANITE FALLS, 1.5 MI (2.4 KM) NORTH
 DM8536'ALONG TRUNK HIGHWAY 23  FROM THE JUNCTION OF TRUNK HIGHWAY 23 AND
 DM8536'TRUNK HIGHWAY 212, JUNCTION IS 3.0 MI (4.8 KM) EAST OF GRANITE FALLS,
 DM8536'95.0 FT (29.0 M) EAST OF TRUNK HIGHWAY 23, AT TRUNK HIGHWAY 23 MILE
 DM8536'POINT 113.05, AT TRUNK HIGHWAY 23 STATION 2179+63, 98 FT (29.9 M)
 DM8536'SOUTH OF EAST-WEST TOWNSHIP ROAD 1.0 FT (0.3 M) NORTH OF A WITNESS
 DM8536'POST, 64.0 FT (19.5 M) SOUTH OF POWER POLE.
 DM8536
 DM8536                          STATION RECOVERY (2021)
 DM8536
 DM8536'RECOVERY NOTE BY MN DEPT OF TRANSP 2021 (TJD)
 DM8536'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 PQ1236 ***********************************************************************
 PQ1236  DESIGNATION -  1204 D
 PQ1236  PID         -  PQ1236
 PQ1236  STATE/COUNTY-  MN/RENVILLE
 PQ1236  COUNTRY     -  US
 PQ1236  USGS QUAD   -  MINNESOTA FALLS (2019)
 PQ1236
 PQ1236                         *CURRENT SURVEY CONTROL
 PQ1236  ______________________________________________________________________
 PQ1236* NAD 83(2011) POSITION- 44 49 55.93381(N) 095 28 59.42833(W)   ADJUSTED
 PQ1236* NAD 83(2011) ELLIP HT-   292.563 (meters)        (06/27/12)   ADJUSTED
 PQ1236* NAD 83(2011) EPOCH   -  2010.00
 PQ1236* NAVD 88 ORTHO HEIGHT -   319.260 (meters)     1047.44  (feet) ADJUSTED
 PQ1236  ______________________________________________________________________
 PQ1236  GEOID HEIGHT    -        -26.696 (meters)                     GEOID18
 PQ1236  NAD 83(2011) X  -   -432,949.257 (meters)                     COMP
 PQ1236  NAD 83(2011) Y  - -4,510,232.272 (meters)                     COMP
 PQ1236  NAD 83(2011) Z  -  4,474,349.817 (meters)                     COMP
 PQ1236  LAPLACE CORR    -         -3.70  (seconds)                    DEFLEC18
 PQ1236  DYNAMIC HEIGHT  -        319.232 (meters)     1047.35  (feet) COMP
 PQ1236  MODELED GRAVITY -    980,521.4   (mgal)                       NAVD 88
 PQ1236
 PQ1236  VERT ORDER      -  FIRST     CLASS II
 PQ1236
 PQ1236  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 PQ1236  Standards:
 PQ1236         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 PQ1236            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 PQ1236  -------------------------------------------------------------------
 PQ1236  NETWORK    0.49   0.59           0.22   0.17   0.30      0.10903640
 PQ1236  -------------------------------------------------------------------
 PQ1236  Click here for local accuracies and other accuracy information.
 PQ1236
 PQ1236.The horizontal coordinates were established by GPS observations
 PQ1236.and adjusted by the National Geodetic Survey in June 2012.
 PQ1236
 PQ1236.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 PQ1236.been affixed to the stable North American tectonic plate. See 
 PQ1236.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 PQ1236
 PQ1236.The horizontal coordinates are valid at the epoch date displayed above
 PQ1236.which is a decimal equivalence of Year/Month/Day.
 PQ1236
 PQ1236.The orthometric height was determined by differential leveling and
 PQ1236.adjusted by the NATIONAL GEODETIC SURVEY
 PQ1236.in June 1991.
 PQ1236
 PQ1236.Significant digits in the geoid height do not necessarily reflect accuracy.
 PQ1236.GEOID18 height accuracy estimate available here.
 PQ1236
 PQ1236.Click photographs - Photos may exist for this station.
 PQ1236
 PQ1236.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 PQ1236
 PQ1236.The Laplace correction was computed from DEFLEC18 derived deflections.
 PQ1236
 PQ1236.The ellipsoidal height was determined by GPS observations
 PQ1236.and is referenced to NAD 83.
 PQ1236
 PQ1236.The dynamic height is computed by dividing the NAVD 88
 PQ1236.geopotential number by the normal gravity value computed on the
 PQ1236.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PQ1236.degrees latitude (g = 980.6199 gals.).
 PQ1236
 PQ1236.The modeled gravity was interpolated from observed gravity values.
 PQ1236
 PQ1236. The following values were computed from the NAD 83(2011) position.
 PQ1236
 PQ1236;                    North         East     Units Scale Factor Converg.
 PQ1236;SPC MN S     -   304,644.458   682,729.185   MT  0.99993867   -1 02 22.6
 PQ1236;SPC MN S     -   999,487.69  2,239,920.67   sFT  0.99993867   -1 02 22.6
 PQ1236;UTM  15      - 4,967,310.390   303,717.025   MT  1.00007378   -1 45 04.6
 PQ1236
 PQ1236!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PQ1236!SPC MN S     -   0.99995413  x   0.99993867  =   0.99989280
 PQ1236!UTM  15      -   0.99995413  x   1.00007378  =   1.00002791
 PQ1236
 PQ1236:                Primary Azimuth Mark                     Grid Az
 PQ1236:SPC MN S     -  1204 E                                   001 03 46.1
 PQ1236:UTM  15      -  1204 E                                   001 46 28.1
 PQ1236
 PQ1236_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUK0371767310(NAD 83)
 PQ1236
 PQ1236|---------------------------------------------------------------------|
 PQ1236| PID    Reference Object                     Distance      Geod. Az  |
 PQ1236|                                                           dddmmss.s |
 PQ1236| PQ1237 1204 E                              APPROX. 1.6 KM 0000123.5 |
 PQ1236| DM3601 MCCOY                               345.532 METERS 08458     |
 PQ1236| DM3568 1204 P                              APPROX. 0.8 KM 3544830.4 |
 PQ1236|---------------------------------------------------------------------|
 PQ1236
 PQ1236                          SUPERSEDED SURVEY CONTROL
 PQ1236
 PQ1236  NAD 83(2007)-  44 49 55.93384(N)    095 28 59.42888(W) AD(2002.00) 1
 PQ1236  ELLIP H (08/04/10)  292.587  (m)                       GP(2002.00) 3 1
 PQ1236  NAVD 88             319.26   (m)         1047.4    (f) LEVELING    3  
 PQ1236
 PQ1236.Superseded values are not recommended for survey control.
 PQ1236
 PQ1236.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PQ1236.See file dsdata.pdf to determine how the superseded data were derived.
 PQ1236
 PQ1236_MARKER: DV = VERTICAL CONTROL DISK
 PQ1236_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 PQ1236_STAMPING: 1204 D 1976
 PQ1236_MARK LOGO: MNHD
 PQ1236_PROJECTION: RECESSED 15 CENTIMETERS
 PQ1236_MAGNETIC: I = MARKER IS A STEEL ROD
 PQ1236_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PQ1236_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PQ1236+SATELLITE: SATELLITE OBSERVATIONS - May 17, 2021
 PQ1236_ROD/PIPE-DEPTH: 4.5 meters
 PQ1236
 PQ1236  HISTORY     - Date     Condition        Report By
 PQ1236  HISTORY     - 1976     MONUMENTED       MNHD
 PQ1236  HISTORY     - 19900802 GOOD             NGS
 PQ1236  HISTORY     - 20090514 GOOD             MNDT
 PQ1236  HISTORY     - 20210517 GOOD             MNDT
 PQ1236
 PQ1236                          STATION DESCRIPTION
 PQ1236
 PQ1236'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 PQ1236'8.8 KM (5.5 MI) SOUTHERLY ALONG STATE HIGHWAY 23 FROM THE JUNCTION OF
 PQ1236'COUNTY ROAD 17 IN MAYNARD, 39.1 M (128.3 FT) SOUTH OF THE CENTERLINE
 PQ1236'OF A COUNTY ROAD, 29.0 M (95.1 FT) EAST OF THE HIGHWAY CENTERLINE,
 PQ1236'1.7 M (5.6 FT) NORTHWEST OF A UTILITY POLE, 0.6 M (2.0 FT) BELOW THE
 PQ1236'LEVEL OF THE HIGHWAY, AND 0.3 M (1.0 FT) NORTH OF A WITNESS POST.
 PQ1236
 PQ1236                          STATION RECOVERY (2009)
 PQ1236
 PQ1236'RECOVERY NOTE BY MN DEPT OF TRANSP 2009 (WAS)
 PQ1236'3.4 MILES NORTHEAST OF GRANITE FALLS, 2.5 MILES NORTH ON TRUNK HIGHWAY
 PQ1236'23 FROM JUNCTION OF TRUNK HIGHWAY 23 AND TRUNK HIGHWAY 212 IN GRANITE
 PQ1236'FALLS, 5.5 MILES SOUTH ON TRUNK HIGHWAY 23 FROM JUNCTION OF TRUNK
 PQ1236'HIGHWAY 23 AND COUNTY ROAD 17 AT MAYNARD, AT TRUNK HIGHWAY 23
 PQ1236'MILEPOINT 114.05, 95 FEET EAST OF TRUNK HIGHWAY 23, AT TRUNK HIGHWAY
 PQ1236'23 STATION 2232+24, 128 FEET SOUTH OF EAST-WEST TOWNSHIP ROAD (860TH
 PQ1236'AVENUE), 5.6 FEET WEST-NORTHWEST OF POWER POLE, 1.0 FOOT NORTH OF
 PQ1236'WITNESS POST, 3.3 FEET WEST OF RIGHT-OF-WAY POST.
 PQ1236
 PQ1236                          STATION RECOVERY (2021)
 PQ1236
 PQ1236'RECOVERY NOTE BY MN DEPT OF TRANSP 2021 (TJD)
 PQ1236'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 PQ1237 ***********************************************************************
 PQ1237  DESIGNATION -  1204 E
 PQ1237  PID         -  PQ1237
 PQ1237  STATE/COUNTY-  MN/RENVILLE
 PQ1237  COUNTRY     -  US
 PQ1237  USGS QUAD   -  MINNESOTA FALLS (2019)
 PQ1237
 PQ1237                         *CURRENT SURVEY CONTROL
 PQ1237  ______________________________________________________________________
 PQ1237* NAD 83(2011) POSITION- 44 50 48.38270(N) 095 28 59.39850(W)   ADJUSTED
 PQ1237* NAD 83(2011) ELLIP HT-   294.622 (meters)        (06/27/12)   ADJUSTED
 PQ1237* NAD 83(2011) EPOCH   -  2010.00
 PQ1237* NAVD 88 ORTHO HEIGHT -   321.274 (meters)     1054.05  (feet) ADJUSTED
 PQ1237  ______________________________________________________________________
 PQ1237  GEOID HEIGHT    -        -26.653 (meters)                     GEOID18
 PQ1237  NAD 83(2011) X  -   -432,839.653 (meters)                     COMP
 PQ1237  NAD 83(2011) Y  - -4,509,097.331 (meters)                     COMP
 PQ1237  NAD 83(2011) Z  -  4,475,499.365 (meters)                     COMP
 PQ1237  LAPLACE CORR    -         -3.79  (seconds)                    DEFLEC18
 PQ1237  DYNAMIC HEIGHT  -        321.247 (meters)     1053.96  (feet) COMP
 PQ1237  MODELED GRAVITY -    980,524.1   (mgal)                       NAVD 88
 PQ1237
 PQ1237  VERT ORDER      -  FIRST     CLASS II
 PQ1237
 PQ1237  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 PQ1237  Standards:
 PQ1237         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 PQ1237            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 PQ1237  -------------------------------------------------------------------
 PQ1237  NETWORK    0.40   0.49           0.18   0.14   0.25      0.06525221
 PQ1237  -------------------------------------------------------------------
 PQ1237  Click here for local accuracies and other accuracy information.
 PQ1237
 PQ1237.The horizontal coordinates were established by GPS observations
 PQ1237.and adjusted by the National Geodetic Survey in June 2012.
 PQ1237
 PQ1237.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 PQ1237.been affixed to the stable North American tectonic plate. See 
 PQ1237.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 PQ1237
 PQ1237.The horizontal coordinates are valid at the epoch date displayed above
 PQ1237.which is a decimal equivalence of Year/Month/Day.
 PQ1237
 PQ1237.The orthometric height was determined by differential leveling and
 PQ1237.adjusted by the NATIONAL GEODETIC SURVEY
 PQ1237.in June 1991.
 PQ1237
 PQ1237.Significant digits in the geoid height do not necessarily reflect accuracy.
 PQ1237.GEOID18 height accuracy estimate available here.
 PQ1237
 PQ1237.Click photographs - Photos may exist for this station.
 PQ1237
 PQ1237.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 PQ1237
 PQ1237.The Laplace correction was computed from DEFLEC18 derived deflections.
 PQ1237
 PQ1237.The ellipsoidal height was determined by GPS observations
 PQ1237.and is referenced to NAD 83.
 PQ1237
 PQ1237.The dynamic height is computed by dividing the NAVD 88
 PQ1237.geopotential number by the normal gravity value computed on the
 PQ1237.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PQ1237.degrees latitude (g = 980.6199 gals.).
 PQ1237
 PQ1237.The modeled gravity was interpolated from observed gravity values.
 PQ1237
 PQ1237. The following values were computed from the NAD 83(2011) position.
 PQ1237
 PQ1237;                    North         East     Units Scale Factor Converg.
 PQ1237;SPC MN S     -   306,263.129   682,759.213   MT  0.99994017   -1 02 22.5
 PQ1237;SPC MN S     - 1,004,798.28  2,240,019.18   sFT  0.99994017   -1 02 22.5
 PQ1237;UTM  15      - 4,968,928.781   303,767.169   MT  1.00007353   -1 45 06.2
 PQ1237
 PQ1237!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PQ1237!SPC MN S     -   0.99995381  x   0.99994017  =   0.99989398
 PQ1237!UTM  15      -   0.99995381  x   1.00007353  =   1.00002734
 PQ1237
 PQ1237:                Primary Azimuth Mark                     Grid Az
 PQ1237:SPC MN S     -  1204 Q                                   001 01 10.0
 PQ1237:UTM  15      -  1204 Q                                   001 43 53.7
 PQ1237
 PQ1237_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUK0376768928(NAD 83)
 PQ1237
 PQ1237|---------------------------------------------------------------------|
 PQ1237| PID    Reference Object                     Distance      Geod. Az  |
 PQ1237|                                                           dddmmss.s |
 PQ1237| DM3569 1204 Q                              APPROX. 0.8 KM 3595847.5 |
 PQ1237|---------------------------------------------------------------------|
 PQ1237
 PQ1237                          SUPERSEDED SURVEY CONTROL
 PQ1237
 PQ1237  NAD 83(2007)-  44 50 48.38274(N)    095 28 59.39905(W) AD(2002.00) 1
 PQ1237  ELLIP H (08/04/10)  294.648  (m)                       GP(2002.00) 3 1
 PQ1237  NAVD 88             321.27   (m)         1054.0    (f) LEVELING    3  
 PQ1237
 PQ1237.Superseded values are not recommended for survey control.
 PQ1237
 PQ1237.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PQ1237.See file dsdata.pdf to determine how the superseded data were derived.
 PQ1237
 PQ1237_MARKER: DV = VERTICAL CONTROL DISK
 PQ1237_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 PQ1237_STAMPING: 1204 E 1976
 PQ1237_MARK LOGO: MNHD
 PQ1237_PROJECTION: RECESSED 15 CENTIMETERS
 PQ1237_MAGNETIC: I = MARKER IS A STEEL ROD
 PQ1237_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PQ1237_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PQ1237+SATELLITE: SATELLITE OBSERVATIONS - May 17, 2021
 PQ1237_ROD/PIPE-DEPTH: 4.5 meters
 PQ1237
 PQ1237  HISTORY     - Date     Condition        Report By
 PQ1237  HISTORY     - 1976     MONUMENTED       MNHD
 PQ1237  HISTORY     - 19900802 GOOD             NGS
 PQ1237  HISTORY     - 20090514 GOOD             MNDT
 PQ1237  HISTORY     - 20210517 GOOD             MNDT
 PQ1237
 PQ1237                          STATION DESCRIPTION
 PQ1237
 PQ1237'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 PQ1237'7.2 KM (4.5 MI) SOUTHERLY ALONG STATE HIGHWAY 23 FROM THE JUNCTION OF
 PQ1237'COUNTY ROAD 17 IN MAYNARD, 40.3 M (132.2 FT) SOUTH OF AND LEVEL WITH
 PQ1237'THE CENTERLINE OF A COUNTY ROAD, 29.0 M (95.1 FT) EAST OF THE HIGHWAY
 PQ1237'CENTERLINE, 1.1 M (3.6 FT) NORTH OF A UTILITY POLE, AND 0.3 M (1.0
 PQ1237'FT) SOUTH OF A WITNESS POST.
 PQ1237
 PQ1237                          STATION RECOVERY (2009)
 PQ1237
 PQ1237'RECOVERY NOTE BY MN DEPT OF TRANSP 2009 (WAS)
 PQ1237'4.5 MILES SOUTH OF MAYNARD, 4.5 MILES SOUTH ON TRUNK HIGHWAY 23 FROM
 PQ1237'JUNCTION OF TRUNK HIGHWAY 23 AND COUNTY ROAD 17 IN MAYNARD, AT TRUNK
 PQ1237'HIGHWAY 23 MILEPOINT 115.05, 3.5 MILES NORTH OF JUNCTION OF TRUNK
 PQ1237'HIGHWAY 23 AND TRUNK HIGHWAY 212, 95 FEET EAST OF TRUNK HIGHWAY 23, AT
 PQ1237'TRUNK HIGHWAY 23 STATION 2285+32, 132 FEET SOUTH OF EAST-WEST COUNTY
 PQ1237'ROAD 11, 3.6 FEET NORTH-NORTHWEST OF POWER POLE, 1.0 FOOT SOUTH OF
 PQ1237'WITNESS POST.
 PQ1237
 PQ1237                          STATION RECOVERY (2021)
 PQ1237
 PQ1237'RECOVERY NOTE BY MN DEPT OF TRANSP 2021 (TJD)
 PQ1237'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DM8537 ***********************************************************************
 DM8537  DESIGNATION -  1204 F
 DM8537  PID         -  DM8537
 DM8537  STATE/COUNTY-  MN/RENVILLE
 DM8537  COUNTRY     -  US
 DM8537  USGS QUAD   -  MINNESOTA FALLS (2019)
 DM8537
 DM8537                         *CURRENT SURVEY CONTROL
 DM8537  ______________________________________________________________________
 DM8537* NAD 83(1986) POSITION- 44 51 40.66   (N) 095 28 58.65   (W)   HD_HELD1
 DM8537* NAVD 88 ORTHO HEIGHT -   315.878 (meters)     1036.34  (feet) ADJUSTED
 DM8537  ______________________________________________________________________
 DM8537  GEOID HEIGHT    -        -26.617 (meters)                     GEOID18
 DM8537  DYNAMIC HEIGHT  -        315.852 (meters)     1036.26  (feet) COMP
 DM8537  MODELED GRAVITY -    980,526.5   (mgal)                       NAVD 88
 DM8537
 DM8537  VERT ORDER      -  SECOND    CLASS I
 DM8537
 DM8537.The horizontal coordinates were determined by differentially corrected
 DM8537.hand held GPS observations or other comparable positioning techniques
 DM8537.and have an estimated accuracy of +/- 3 meters.
 DM8537
 DM8537.The orthometric height was determined by differential leveling and
 DM8537.adjusted by the NATIONAL GEODETIC SURVEY
 DM8537.in December 2013.
 DM8537
 DM8537.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM8537.GEOID18 height accuracy estimate available here.
 DM8537
 DM8537.Click photographs - Photos may exist for this station.
 DM8537
 DM8537.The dynamic height is computed by dividing the NAVD 88
 DM8537.geopotential number by the normal gravity value computed on the
 DM8537.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM8537.degrees latitude (g = 980.6199 gals.).
 DM8537
 DM8537.The modeled gravity was interpolated from observed gravity values.
 DM8537
 DM8537;                    North         East    Units  Estimated Accuracy
 DM8537;SPC MN S     -   307,876.2     682,804.9     MT  (+/- 3 meters HH1 GPS) 
 DM8537
 DM8537_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUK0383270541(NAD 83)
 DM8537
 DM8537                          SUPERSEDED SURVEY CONTROL
 DM8537
 DM8537.No superseded survey control is available for this station.
 DM8537
 DM8537_MARKER: DV = VERTICAL CONTROL DISK
 DM8537_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 DM8537_STAMPING: 1204 F 1976
 DM8537_MARK LOGO: MNHD
 DM8537_PROJECTION: RECESSED 15 CENTIMETERS
 DM8537_MAGNETIC: I = MARKER IS A STEEL ROD
 DM8537_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DM8537_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DM8537+SATELLITE: SATELLITE OBSERVATIONS - May 14, 2009
 DM8537_ROD/PIPE-DEPTH: 4.6 meters
 DM8537
 DM8537  HISTORY     - Date     Condition        Report By
 DM8537  HISTORY     - 19760401 MONUMENTED       MNHD
 DM8537  HISTORY     - 20090514 GOOD             MNDT
 DM8537
 DM8537                          STATION DESCRIPTION
 DM8537
 DM8537'DESCRIBED BY MN DEPT OF TRANSP 2009 (WAS)
 DM8537'THE STATION IS LOCATED ABOUT 4.7 MI (7.6 KM) NORTHEAST OF GRANITE
 DM8537'FALLS.
 DM8537'
 DM8537'TO REACH THE MARK GO 3.2 MI (5.1 KM) SOUTH-SOUTHWEST OF MAYNARD AND
 DM8537'2.8 MI (4.5 KM) EAST-SOUTHEAST OF ASBURY.
 DM8537'
 DM8537'IT IS 3.2 MI (5.1 KM) SOUTHWEST OF MAYNARD, 4.5 MI (7.2 KM) NORTH OF
 DM8537'THE JUNCTION OF TRUNK HIGHWAY 23 AND TRUNK HIGHWAY 212 IN MAYNARD, AT
 DM8537'TRUNK HIGHWAY MILE POINT 116.05, 98.0 FT (29.9 M) EAST OF TRUNK
 DM8537'HIGHWAY 23, AT TRUNK HIGHWAY 23 STATION 2338+28, 132 FT (40.2 M) SOUTH
 DM8537'OF EAST-WEST TOWNSHIP ROAD 1.0 FT (0.3 M) NORTH OF A WITNESS POST,
 DM8537'56.4 FT (17.2 M) NORTH OF POWER POLE.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DM8538 ***********************************************************************
 DM8538  DESIGNATION -  1204 G
 DM8538  PID         -  DM8538
 DM8538  STATE/COUNTY-  MN/RENVILLE
 DM8538  COUNTRY     -  US
 DM8538  USGS QUAD   -  MINNESOTA FALLS (2019)
 DM8538
 DM8538                         *CURRENT SURVEY CONTROL
 DM8538  ______________________________________________________________________
 DM8538* NAD 83(1986) POSITION- 44 52 09.73   (N) 095 28 58.53   (W)   HD_HELD1
 DM8538* NAVD 88 ORTHO HEIGHT -   310.949 (meters)     1020.17  (feet) ADJUSTED
 DM8538  ______________________________________________________________________
 DM8538  GEOID HEIGHT    -        -26.600 (meters)                     GEOID18
 DM8538  DYNAMIC HEIGHT  -        310.924 (meters)     1020.09  (feet) COMP
 DM8538  MODELED GRAVITY -    980,527.7   (mgal)                       NAVD 88
 DM8538
 DM8538  VERT ORDER      -  SECOND    CLASS I
 DM8538
 DM8538.The horizontal coordinates were determined by differentially corrected
 DM8538.hand held GPS observations or other comparable positioning techniques
 DM8538.and have an estimated accuracy of +/- 3 meters.
 DM8538
 DM8538.The orthometric height was determined by differential leveling and
 DM8538.adjusted by the NATIONAL GEODETIC SURVEY
 DM8538.in December 2013.
 DM8538
 DM8538.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM8538.GEOID18 height accuracy estimate available here.
 DM8538
 DM8538.Click photographs - Photos may exist for this station.
 DM8538
 DM8538.The dynamic height is computed by dividing the NAVD 88
 DM8538.geopotential number by the normal gravity value computed on the
 DM8538.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM8538.degrees latitude (g = 980.6199 gals.).
 DM8538
 DM8538.The modeled gravity was interpolated from observed gravity values.
 DM8538
 DM8538;                    North         East    Units  Estimated Accuracy
 DM8538;SPC MN S     -   308,773.3     682,823.8     MT  (+/- 3 meters HH1 GPS) 
 DM8538
 DM8538_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUK0386371438(NAD 83)
 DM8538
 DM8538                          SUPERSEDED SURVEY CONTROL
 DM8538
 DM8538.No superseded survey control is available for this station.
 DM8538
 DM8538_MARKER: DB = BENCH MARK DISK
 DM8538_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DM8538_SP_SET: BRIDGE ABUTMENT
 DM8538_STAMPING: 1204 G 1976
 DM8538_MARK LOGO: MNHD
 DM8538_MAGNETIC: N = NO MAGNETIC MATERIAL
 DM8538_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DM8538_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DM8538+SATELLITE: SATELLITE OBSERVATIONS - May 14, 2009
 DM8538
 DM8538  HISTORY     - Date     Condition        Report By
 DM8538  HISTORY     - 19760401 MONUMENTED       MNHD
 DM8538  HISTORY     - 20090514 GOOD             MNDT
 DM8538
 DM8538                          STATION DESCRIPTION
 DM8538
 DM8538'DESCRIBED BY MN DEPT OF TRANSP 2009 (WAS)
 DM8538'THE STATION IS LOCATED ABOUT 5.1 MI (8.2 KM) NORTHEAST OF GRANITE
 DM8538'FALLS.
 DM8538'
 DM8538'TO REACH THE MARK GO 2.7 MI (4.3 KM) SOUTH-SOUTHWEST OF MAYNARD AND
 DM8538'2.6 MI (4.2 KM) EAST-SOUTHEAST OF ASBURY.
 DM8538'
 DM8538'IT IS 2.5 MI (4.0 KM) SOUTHWEST OF MAYNARD, 5.0 MI (8.0 KM) NORTH OF
 DM8538'THE JUNCTION OF TRUNK HIGHWAY 23 AND TRUNK HIGHWAY 212 IN MAYNARD, AT
 DM8538'TRUNK HIGHWAY MILE POINT 116.6, 25.0 FT (7.6 M) EAST OF TRUNK HIGHWAY
 DM8538'23, AT TRUNK HIGHWAY 23 STATION 2367+74, IN SOUTHEAST CORNER OF TRUNK
 DM8538'HIGHWAY 23 BRIDGE 12002.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DM8539 ***********************************************************************
 DM8539  DESIGNATION -  1204 H 1
 DM8539  PID         -  DM8539
 DM8539  STATE/COUNTY-  MN/CHIPPEWA
 DM8539  COUNTRY     -  US
 DM8539  USGS QUAD   -  MAYNARD (2019)
 DM8539
 DM8539                         *CURRENT SURVEY CONTROL
 DM8539  ______________________________________________________________________
 DM8539* NAD 83(1986) POSITION- 44 52 34.1    (N) 095 29 26.4    (W)   HD_HELD2
 DM8539* NAVD 88 ORTHO HEIGHT -   310.730 (meters)     1019.45  (feet) ADJUSTED
 DM8539  ______________________________________________________________________
 DM8539  GEOID HEIGHT    -        -26.575 (meters)                     GEOID18
 DM8539  DYNAMIC HEIGHT  -        310.706 (meters)     1019.37  (feet) COMP
 DM8539  MODELED GRAVITY -    980,529.6   (mgal)                       NAVD 88
 DM8539
 DM8539  VERT ORDER      -  SECOND    CLASS I
 DM8539
 DM8539.The horizontal coordinates were established by autonomous hand held GPS
 DM8539.observations and have an estimated accuracy of +/- 10 meters.
 DM8539
 DM8539.The orthometric height was determined by differential leveling and
 DM8539.adjusted by the NATIONAL GEODETIC SURVEY
 DM8539.in December 2013.
 DM8539
 DM8539.No vertical observational check was made to the station.
 DM8539
 DM8539.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM8539.GEOID18 height accuracy estimate available here.
 DM8539
 DM8539.Click photographs - Photos may exist for this station.
 DM8539
 DM8539.The dynamic height is computed by dividing the NAVD 88
 DM8539.geopotential number by the normal gravity value computed on the
 DM8539.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM8539.degrees latitude (g = 980.6199 gals.).
 DM8539
 DM8539.The modeled gravity was interpolated from observed gravity values.
 DM8539
 DM8539;                    North         East    Units  Estimated Accuracy
 DM8539;SPC MN S     -   309,537.      682,226.      MT  (+/- 10 meters HH2 GPS)
 DM8539
 DM8539_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUK0327472209(NAD 83)
 DM8539
 DM8539                          SUPERSEDED SURVEY CONTROL
 DM8539
 DM8539.No superseded survey control is available for this station.
 DM8539
 DM8539_MARKER: DV = VERTICAL CONTROL DISK
 DM8539_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DM8539_SP_SET: BRIDGE ABUTMENT
 DM8539_STAMPING: 1204 H 1 1980
 DM8539_MARK LOGO: MNHD
 DM8539_MAGNETIC: N = NO MAGNETIC MATERIAL
 DM8539_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DM8539_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DM8539+SATELLITE: SATELLITE OBSERVATIONS - June 09, 2009
 DM8539
 DM8539  HISTORY     - Date     Condition        Report By
 DM8539  HISTORY     - 19800401 MONUMENTED       MNHD
 DM8539  HISTORY     - 20090609 GOOD             MNDT
 DM8539
 DM8539                          STATION DESCRIPTION
 DM8539
 DM8539'DESCRIBED BY MN DEPT OF TRANSP 2009 (WAS)
 DM8539'THE STATION IS LOCATED ABOUT 5.3 MI (8.5 KM) NORTH-NORTHEAST OF
 DM8539'GRANITE FALLS.
 DM8539'
 DM8539'TO REACH THE MARK GO 2.4 MI (3.9 KM) SOUTH-SOUTHWEST OF MAYNARD AND
 DM8539'2.1 MI (3.4 KM) EAST OF ASBURY.
 DM8539'
 DM8539'IT IS 2.0 MI (3.2 KM) SOUTH-SOUTHWEST OF MAYNARD, IN ABUTMENT IN
 DM8539'SOUTHEAST CORNER OF 100TH STREET SOUTHEAST BRIDGE NUMBER 12533 OVER
 DM8539'HAWK CREEK, 2.45 MI (3.9 KM) SOUTHWEST ALONG TRUNK HIGHWAY 23 FROM THE
 DM8539'JUNCTION OF TRUNK HIGHWAY 23 AND COUNTY ROAD 17 IN MAYNARD TO TRUNK
 DM8539'HIGHWAY 23 MILE POINT 117.1, THEN 0.35 MI (0.6 KM) WEST ON 100TH
 DM8539'STREET SOUTHEAST, 17.5 FT (5.3 M) SOUTH OF 100TH STREET SOUTHEAST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 PQ1240 ***********************************************************************
 PQ1240  DESIGNATION -  1204 J
 PQ1240  PID         -  PQ1240
 PQ1240  STATE/COUNTY-  MN/CHIPPEWA
 PQ1240  COUNTRY     -  US
 PQ1240  USGS QUAD   -  MAYNARD (2019)
 PQ1240
 PQ1240                         *CURRENT SURVEY CONTROL
 PQ1240  ______________________________________________________________________
 PQ1240* NAD 83(1986) POSITION- 44 53 33.99   (N) 095 28 55.37   (W)   HD_HELD1
 PQ1240* NAVD 88 ORTHO HEIGHT -   312.144 (meters)     1024.09  (feet) ADJUSTED
 PQ1240  ______________________________________________________________________
 PQ1240  GEOID HEIGHT    -        -26.561 (meters)                     GEOID18
 PQ1240  DYNAMIC HEIGHT  -        312.120 (meters)     1024.01  (feet) COMP
 PQ1240  MODELED GRAVITY -    980,530.6   (mgal)                       NAVD 88
 PQ1240
 PQ1240  VERT ORDER      -  FIRST     CLASS II
 PQ1240
 PQ1240.The horizontal coordinates were determined by differentially corrected
 PQ1240.hand held GPS observations or other comparable positioning techniques
 PQ1240.and have an estimated accuracy of +/- 3 meters.
 PQ1240
 PQ1240.The orthometric height was determined by differential leveling and
 PQ1240.adjusted by the NATIONAL GEODETIC SURVEY
 PQ1240.in June 1991.
 PQ1240
 PQ1240.Significant digits in the geoid height do not necessarily reflect accuracy.
 PQ1240.GEOID18 height accuracy estimate available here.
 PQ1240
 PQ1240.Click photographs - Photos may exist for this station.
 PQ1240
 PQ1240.The dynamic height is computed by dividing the NAVD 88
 PQ1240.geopotential number by the normal gravity value computed on the
 PQ1240.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PQ1240.degrees latitude (g = 980.6199 gals.).
 PQ1240
 PQ1240.The modeled gravity was interpolated from observed gravity values.
 PQ1240
 PQ1240;                    North         East    Units  Estimated Accuracy
 PQ1240;SPC MN S     -   311,372.6     682,940.3     MT  (+/- 3 meters HH1 GPS) 
 PQ1240
 PQ1240_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUK0401174036(NAD 83)
 PQ1240
 PQ1240                          SUPERSEDED SURVEY CONTROL
 PQ1240
 PQ1240.No superseded survey control is available for this station.
 PQ1240
 PQ1240_MARKER: DB = BENCH MARK DISK
 PQ1240_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 PQ1240_SP_SET: BRIDGE ABUTMENT
 PQ1240_STAMPING: 1204 J 1976
 PQ1240_MARK LOGO: MNHD
 PQ1240_MAGNETIC: N = NO MAGNETIC MATERIAL
 PQ1240_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PQ1240_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 PQ1240+SATELLITE: SATELLITE OBSERVATIONS - May 13, 2009
 PQ1240
 PQ1240  HISTORY     - Date     Condition        Report By
 PQ1240  HISTORY     - 19760401 MONUMENTED       MNHD
 PQ1240  HISTORY     - 19900802 GOOD             NGS
 PQ1240  HISTORY     - 20090513 GOOD             MNDT
 PQ1240
 PQ1240                          STATION DESCRIPTION
 PQ1240
 PQ1240'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 PQ1240'2.0 KM (1.2 MI) SOUTHERLY ALONG STATE HIGHWAY 23 FROM THE JUNCTION OF
 PQ1240'COUNTY ROAD 17 IN MAYNARD, IN TOP OF AND 0.1 M (0.3 FT) WEST OF THE
 PQ1240'EAST END OF THE SOUTH CONCRETE ABUTMENT OF A HIGHWAY BRIDGE SPANNING
 PQ1240'HAWK CREEK, 8.1 M (26.6 FT) EAST OF AND LEVEL WITH THE HIGHWAY
 PQ1240'CENTERLINE, AND 0.1 M (0.3 FT) EAST OF THE SOUTH END OF THE EAST
 PQ1240'BRIDGE RAIL.
 PQ1240
 PQ1240                          STATION RECOVERY (2009)
 PQ1240
 PQ1240'RECOVERY NOTE BY MN DEPT OF TRANSP 2009 (WAS)
 PQ1240'THE MARK WAS RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.
 PQ1240'
 PQ1240'THE MARK IS 1.25 MI (2.0 KM) SOUTHWEST OF MAYNARD, IN SOUTHEAST CORNER
 PQ1240'OF TRUNK HIGHWAY 23 BRIDGE NUMBER 12003, AT TRUNK HIGHWAY 23 MILE
 PQ1240'POINT 118.25, 1.2 MI (1.9 KM) SOUTHWEST ON TRUNK HIGHWAY 23 FROM THE
 PQ1240'JUNCTION OF TRUNK HIGHWAY 23 AND COUNTY ROAD 17 IN MAYNARD.
 PQ1240'
 PQ1240'IT IS 6.7 MI (10.8 KM) NORTH OF THE JUNCTION TRUNK HIGHWAY 23 AND
 PQ1240'TRUNK HIGHWAY 212, 25 FT (7.6 M) SOUTHEAST OF TRUNK HIGHWAY 23, AT
 PQ1240'TRUNK HIGHWAY 23 STATION 2453+45.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DM8540 ***********************************************************************
 DM8540  DESIGNATION -  1204 K
 DM8540  PID         -  DM8540
 DM8540  STATE/COUNTY-  MN/CHIPPEWA
 DM8540  COUNTRY     -  US
 DM8540  USGS QUAD   -  MAYNARD (2019)
 DM8540
 DM8540                         *CURRENT SURVEY CONTROL
 DM8540  ______________________________________________________________________
 DM8540* NAD 83(1986) POSITION- 44 54 03.30   (N) 095 28 15.99   (W)   HD_HELD1
 DM8540* NAVD 88 ORTHO HEIGHT -   312.983 (meters)     1026.85  (feet) ADJUSTED
 DM8540  ______________________________________________________________________
 DM8540  GEOID HEIGHT    -        -26.567 (meters)                     GEOID18
 DM8540  DYNAMIC HEIGHT  -        312.958 (meters)     1026.76  (feet) COMP
 DM8540  MODELED GRAVITY -    980,530.2   (mgal)                       NAVD 88
 DM8540
 DM8540  VERT ORDER      -  SECOND    CLASS I
 DM8540
 DM8540.The horizontal coordinates were determined by differentially corrected
 DM8540.hand held GPS observations or other comparable positioning techniques
 DM8540.and have an estimated accuracy of +/- 3 meters.
 DM8540
 DM8540.The orthometric height was determined by differential leveling and
 DM8540.adjusted by the NATIONAL GEODETIC SURVEY
 DM8540.in December 2013.
 DM8540
 DM8540.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM8540.GEOID18 height accuracy estimate available here.
 DM8540
 DM8540.Click photographs - Photos may exist for this station.
 DM8540
 DM8540.The dynamic height is computed by dividing the NAVD 88
 DM8540.geopotential number by the normal gravity value computed on the
 DM8540.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM8540.degrees latitude (g = 980.6199 gals.).
 DM8540
 DM8540.The modeled gravity was interpolated from observed gravity values.
 DM8540
 DM8540;                    North         East    Units  Estimated Accuracy
 DM8540;SPC MN S     -   312,261.5     683,820.5     MT  (+/- 3 meters HH1 GPS) 
 DM8540
 DM8540_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUK0490374914(NAD 83)
 DM8540
 DM8540                          SUPERSEDED SURVEY CONTROL
 DM8540
 DM8540.No superseded survey control is available for this station.
 DM8540
 DM8540_MARKER: DB = BENCH MARK DISK
 DM8540_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DM8540_SP_SET: BRIDGE ABUTMENT
 DM8540_STAMPING: 1204 K 1976
 DM8540_MARK LOGO: MNHD
 DM8540_MAGNETIC: N = NO MAGNETIC MATERIAL
 DM8540_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DM8540_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DM8540+SATELLITE: SATELLITE OBSERVATIONS - May 14, 2009
 DM8540
 DM8540  HISTORY     - Date     Condition        Report By
 DM8540  HISTORY     - 19760401 MONUMENTED       MNHD
 DM8540  HISTORY     - 20090514 GOOD             MNDT
 DM8540
 DM8540                          STATION DESCRIPTION
 DM8540
 DM8540'DESCRIBED BY MN DEPT OF TRANSP 2009 (WAS)
 DM8540'THE STATION IS LOCATED ABOUT 6.4 MI (10.3 KM) SOUTHWEST OF CLARA CITY,
 DM8540'3.4 MI (5.5 KM) EAST-NORTHEAST OF ASBURY AND IN THE TOWN OF MAYNARD,
 DM8540'MN.
 DM8540'
 DM8540'THE MARK IS AT SOUTH EDGE OF MAYNARD, IN SOUTHEAST END OF NORTHEAST
 DM8540'ABUTMENT OF TRUNK HIGHWAY 23 BRIDGE NUMBER 12004, AT TRUNK HIGHWAY 23
 DM8540'MILE POINT 119.05, AT TRUNK HIGHWAY 23 STATION 2495+05.
 DM8540'
 DM8540'IT IS 0.5 MI (0.8 KM) SOUTHWEST ON TRUNK HIGHWAY 23 FROM THE JUNCTION
 DM8540'OF TRUNK HIGHWAY 23 AND COUNTY ROAD 17 IN MAYNARD, 7.5 MI (12.1 KM)
 DM8540'NORTH OF THE JUNCTION TRUNK HIGHWAY 23 AND TRUNK HIGHWAY 212, 25 FT
 DM8540'(7.6 M) SOUTHEAST OF TRUNK HIGHWAY 23.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DM3566 ***********************************************************************
 DM3566  DESIGNATION -  1204 M
 DM3566  PID         -  DM3566
 DM3566  STATE/COUNTY-  MN/RENVILLE
 DM3566  COUNTRY     -  US
 DM3566  USGS QUAD   -  MINNESOTA FALLS (2019)
 DM3566
 DM3566                         *CURRENT SURVEY CONTROL
 DM3566  ______________________________________________________________________
 DM3566* NAD 83(2011) POSITION- 44 48 39.27878(N) 095 28 59.11311(W)   ADJUSTED
 DM3566* NAD 83(2011) ELLIP HT-   291.249 (meters)        (06/27/12)   ADJUSTED
 DM3566* NAD 83(2011) EPOCH   -  2010.00
 DM3566* NAVD 88 ORTHO HEIGHT -   318.016 (meters)     1043.36  (feet) ADJUSTED
 DM3566  ______________________________________________________________________
 DM3566  GEOID HEIGHT    -        -26.766 (meters)                     GEOID18
 DM3566  NAD 83(2011) X  -   -433,101.661 (meters)                     COMP
 DM3566  NAD 83(2011) Y  - -4,511,892.431 (meters)                     COMP
 DM3566  NAD 83(2011) Z  -  4,472,670.412 (meters)                     COMP
 DM3566  LAPLACE CORR    -         -3.43  (seconds)                    DEFLEC18
 DM3566  DYNAMIC HEIGHT  -        317.987 (meters)     1043.26  (feet) COMP
 DM3566  MODELED GRAVITY -    980,516.9   (mgal)                       NAVD 88
 DM3566
 DM3566  VERT ORDER      -  SECOND    CLASS I
 DM3566
 DM3566  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DM3566  Standards:
 DM3566         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DM3566            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DM3566  -------------------------------------------------------------------
 DM3566  NETWORK    0.40   0.49           0.18   0.14   0.25      0.30291708
 DM3566  -------------------------------------------------------------------
 DM3566  Click here for local accuracies and other accuracy information.
 DM3566
 DM3566.The horizontal coordinates were established by GPS observations
 DM3566.and adjusted by the National Geodetic Survey in June 2012.
 DM3566
 DM3566.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DM3566.been affixed to the stable North American tectonic plate. See 
 DM3566.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DM3566
 DM3566.The horizontal coordinates are valid at the epoch date displayed above
 DM3566.which is a decimal equivalence of Year/Month/Day.
 DM3566
 DM3566.The orthometric height was determined by differential leveling and
 DM3566.adjusted by the NATIONAL GEODETIC SURVEY
 DM3566.in December 2013.
 DM3566
 DM3566.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM3566.GEOID18 height accuracy estimate available here.
 DM3566
 DM3566.Click photographs - Photos may exist for this station.
 DM3566
 DM3566.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DM3566
 DM3566.The Laplace correction was computed from DEFLEC18 derived deflections.
 DM3566
 DM3566.The ellipsoidal height was determined by GPS observations
 DM3566.and is referenced to NAD 83.
 DM3566
 DM3566.The dynamic height is computed by dividing the NAVD 88
 DM3566.geopotential number by the normal gravity value computed on the
 DM3566.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM3566.degrees latitude (g = 980.6199 gals.).
 DM3566
 DM3566.The modeled gravity was interpolated from observed gravity values.
 DM3566
 DM3566. The following values were computed from the NAD 83(2011) position.
 DM3566
 DM3566;                    North         East     Units Scale Factor Converg.
 DM3566;SPC MN S     -   302,278.607   682,693.180   MT  0.99993660   -1 02 22.3
 DM3566;SPC MN S     -   991,725.73  2,239,802.54   sFT  0.99993660   -1 02 22.3
 DM3566;UTM  15      - 4,964,944.846   303,651.642   MT  1.00007410   -1 45 02.0
 DM3566
 DM3566!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DM3566!SPC MN S     -   0.99995434  x   0.99993660  =   0.99989094
 DM3566!UTM  15      -   0.99995434  x   1.00007410  =   1.00002843
 DM3566
 DM3566:                Primary Azimuth Mark                     Grid Az
 DM3566:SPC MN S     -  1204 N                                   000 48 44.6
 DM3566:UTM  15      -  1204 N                                   001 31 24.3
 DM3566
 DM3566_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUK0365164944(NAD 83)
 DM3566
 DM3566|---------------------------------------------------------------------|
 DM3566| PID    Reference Object                     Distance      Geod. Az  |
 DM3566|                                                           dddmmss.s |
 DM3566| DM3567 1204 N                              APPROX. 1.6 KM 3594622.3 |
 DM3566|---------------------------------------------------------------------|
 DM3566
 DM3566                          SUPERSEDED SURVEY CONTROL
 DM3566
 DM3566  NAD 83(2007)-  44 48 39.27880(N)    095 28 59.11363(W) AD(2002.00) 1
 DM3566  ELLIP H (08/04/10)  291.273  (m)                       GP(2002.00) 3 1
 DM3566  NAVD 88             318.02   (m)         1043.4    (f) LEVELING    3  
 DM3566
 DM3566.Superseded values are not recommended for survey control.
 DM3566
 DM3566.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DM3566.See file dsdata.pdf to determine how the superseded data were derived.
 DM3566
 DM3566_MARKER: I = METAL ROD
 DM3566_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DM3566_STAMPING: 1204 M 2009
 DM3566_MARK LOGO: MNDT
 DM3566_PROJECTION: FLUSH
 DM3566_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DM3566_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DM3566_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DM3566+SATELLITE: SATELLITE OBSERVATIONS - March 28, 2016
 DM3566_ROD/PIPE-DEPTH: 7.0 meters
 DM3566
 DM3566  HISTORY     - Date     Condition        Report By
 DM3566  HISTORY     - 20090609 MONUMENTED       MNDT
 DM3566  HISTORY     - 2009     GOOD             MNDT
 DM3566  HISTORY     - 20160328 GOOD             MNDT
 DM3566  HISTORY     - 20210517 MARK NOT FOUND   MNDT
 DM3566
 DM3566                          STATION DESCRIPTION
 DM3566
 DM3566'DESCRIBED BY MN DEPT OF TRANSP 2009
 DM3566'3.1 MILES EAST OF GRANITE FALLS, 1.0 MILE NORTH ALONG TRUNK HIGHWAY 23
 DM3566'FROM THE NORTH JUNCTION OF TRUNK HIGHWAY 23 AND TRUNK HIGHWAY 212, AT
 DM3566'TRUNK HIGHWAY 23 MILEPOINT 112.55, 115.7 FEET EAST OF TRUNK HIGHWAY
 DM3566'23, 39.7 FEET NORTH OF 100TH STREET, 4.1 FEET WEST OF CABLE BOX, 1.0
 DM3566'FOOT WEST OF WITNESS POST.
 DM3566
 DM3566                          STATION RECOVERY (2009)
 DM3566
 DM3566'RECOVERY NOTE BY MN DEPT OF TRANSP 2009 (WAS)
 DM3566'RECOVERED AS DESCRIBED.
 DM3566'
 DM3566'NOTE - THE STATION MARK CONSISTS OF A 3/4 INCH (19 MM) DIAMETER
 DM3566'ALUMINUM ROD DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL MARK
 DM3566'REMOVABLE DISK SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY
 DM3566'A SIX-INCH PVC PIPE BACKFILLED WITH WASHED SAND.
 DM3566
 DM3566                          STATION RECOVERY (2016)
 DM3566
 DM3566'RECOVERY NOTE BY MN DEPT OF TRANSP 2016 (MAS)
 DM3566'3.1 MI (5.0 KM) EAST OF GRANITE FALLS, 1.0 MI (1.6 KM) NORTH ALONG
 DM3566'TRUNK HIGHWAY 23 FROM THE JUNCTION OF TRUNK HIGHWAY 23 AND TRUNK
 DM3566'HIGHWAY 212, JUNCTION IS 3.0 MI (4.8 KM) EAST OF GRANITE FALLS, AT
 DM3566'TRUNK HIGHWAY 23 MILE POINT 112.55, 115.7 FT (35.3 M) EAST OF TRUNK
 DM3566'HIGHWAY 23, 39.7 FT (12.1 M) NORTH OF 100TH STREET EXTENDED, 4.1 FT
 DM3566'(1.2 M) WEST OF CABLE BOX, 1.0 FT (0.3 M) WEST OF A WITNESS POST.
 DM3566
 DM3566                          STATION RECOVERY (2021)
 DM3566
 DM3566'RECOVERY NOTE BY MN DEPT OF TRANSP 2021 (TJD)
 DM3566'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DM3567 ***********************************************************************
 DM3567  DESIGNATION -  1204 N
 DM3567  PID         -  DM3567
 DM3567  STATE/COUNTY-  MN/RENVILLE
 DM3567  COUNTRY     -  US
 DM3567  USGS QUAD   -  MINNESOTA FALLS (2019)
 DM3567
 DM3567                         *CURRENT SURVEY CONTROL
 DM3567  ______________________________________________________________________
 DM3567* NAD 83(2011) POSITION- 44 49 31.39943(N) 095 28 59.40344(W)   ADJUSTED
 DM3567* NAD 83(2011) ELLIP HT-   293.207 (meters)        (06/27/12)   ADJUSTED
 DM3567* NAD 83(2011) EPOCH   -  2010.00
 DM3567* NAVD 88 ORTHO HEIGHT -   319.930 (meters)     1049.64  (feet) ADJUSTED
 DM3567  ______________________________________________________________________
 DM3567  GEOID HEIGHT    -        -26.718 (meters)                     GEOID18
 DM3567  NAD 83(2011) X  -   -432,999.777 (meters)                     COMP
 DM3567  NAD 83(2011) Y  - -4,510,764.286 (meters)                     COMP
 DM3567  NAD 83(2011) Z  -  4,473,813.120 (meters)                     COMP
 DM3567  LAPLACE CORR    -         -3.62  (seconds)                    DEFLEC18
 DM3567  DYNAMIC HEIGHT  -        319.902 (meters)     1049.55  (feet) COMP
 DM3567  MODELED GRAVITY -    980,519.9   (mgal)                       NAVD 88
 DM3567
 DM3567  VERT ORDER      -  SECOND    CLASS I
 DM3567
 DM3567  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DM3567  Standards:
 DM3567         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DM3567            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DM3567  -------------------------------------------------------------------
 DM3567  NETWORK    0.42   0.49           0.19   0.14   0.25      0.26869975
 DM3567  -------------------------------------------------------------------
 DM3567  Click here for local accuracies and other accuracy information.
 DM3567
 DM3567.The horizontal coordinates were established by GPS observations
 DM3567.and adjusted by the National Geodetic Survey in June 2012.
 DM3567
 DM3567.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DM3567.been affixed to the stable North American tectonic plate. See 
 DM3567.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DM3567
 DM3567.The horizontal coordinates are valid at the epoch date displayed above
 DM3567.which is a decimal equivalence of Year/Month/Day.
 DM3567
 DM3567.The orthometric height was determined by differential leveling and
 DM3567.adjusted by the NATIONAL GEODETIC SURVEY
 DM3567.in December 2013.
 DM3567
 DM3567.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM3567.GEOID18 height accuracy estimate available here.
 DM3567
 DM3567.Click photographs - Photos may exist for this station.
 DM3567
 DM3567.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DM3567
 DM3567.The Laplace correction was computed from DEFLEC18 derived deflections.
 DM3567
 DM3567.The ellipsoidal height was determined by GPS observations
 DM3567.and is referenced to NAD 83.
 DM3567
 DM3567.The dynamic height is computed by dividing the NAVD 88
 DM3567.geopotential number by the normal gravity value computed on the
 DM3567.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM3567.degrees latitude (g = 980.6199 gals.).
 DM3567
 DM3567.The modeled gravity was interpolated from observed gravity values.
 DM3567
 DM3567. The following values were computed from the NAD 83(2011) position.
 DM3567
 DM3567;                    North         East     Units Scale Factor Converg.
 DM3567;SPC MN S     -   303,887.267   682,715.991   MT  0.99993799   -1 02 22.5
 DM3567;SPC MN S     -   997,003.48  2,239,877.38   sFT  0.99993799   -1 02 22.5
 DM3567;UTM  15      - 4,966,553.319   303,694.426   MT  1.00007389   -1 45 03.8
 DM3567
 DM3567!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DM3567!SPC MN S     -   0.99995403  x   0.99993799  =   0.99989202
 DM3567!UTM  15      -   0.99995403  x   1.00007389  =   1.00002792
 DM3567
 DM3567:                Primary Azimuth Mark                     Grid Az
 DM3567:SPC MN S     -  1204 M                                   180 48 44.6
 DM3567:UTM  15      -  1204 M                                   181 31 25.9
 DM3567
 DM3567_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUK0369466553(NAD 83)
 DM3567
 DM3567|---------------------------------------------------------------------|
 DM3567| PID    Reference Object                     Distance      Geod. Az  |
 DM3567|                                                           dddmmss.s |
 DM3567| DM3566 1204 M                              APPROX. 1.6 KM 1794622.1 |
 DM3567| PQ1236 1204 D                              APPROX. 0.8 KM 3595731.1 |
 DM3567|---------------------------------------------------------------------|
 DM3567
 DM3567                          SUPERSEDED SURVEY CONTROL
 DM3567
 DM3567  NAD 83(2007)-  44 49 31.39945(N)    095 28 59.40396(W) AD(2002.00) 1
 DM3567  ELLIP H (08/04/10)  293.231  (m)                       GP(2002.00) 3 1
 DM3567  NAVD 88             319.93   (m)         1049.6    (f) LEVELING    3  
 DM3567
 DM3567.Superseded values are not recommended for survey control.
 DM3567
 DM3567.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DM3567.See file dsdata.pdf to determine how the superseded data were derived.
 DM3567
 DM3567_MARKER: I = METAL ROD
 DM3567_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DM3567_STAMPING: 1204 N 2009
 DM3567_MARK LOGO: MNDT
 DM3567_PROJECTION: RECESSED 3 CENTIMETERS
 DM3567_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DM3567_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DM3567_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DM3567+SATELLITE: SATELLITE OBSERVATIONS - 2009
 DM3567_ROD/PIPE-DEPTH: 10.7 meters
 DM3567
 DM3567  HISTORY     - Date     Condition        Report By
 DM3567  HISTORY     - 2009     MONUMENTED       MNDT
 DM3567  HISTORY     - 2009     GOOD             MNDT
 DM3567
 DM3567                          STATION DESCRIPTION
 DM3567
 DM3567'DESCRIBED BY MN DEPT OF TRANSP 2009
 DM3567'3.5 MILES NORTHEAST OF GRANITE FALLS, 2.0 MILES NORTH ALONG TRUNK
 DM3567'HIGHWAY 23 FROM THE NORTH JUNCTION OF TRUNK HIGHWAY 23 AND TRUNK
 DM3567'HIGHWAY 212, AT TRUNK HIGHWAY 23 MILEPOINT 113.60, 90.1 FEET EAST OF
 DM3567'TRUNK HIGHWAY 23, 34.0 FEET NORTH OF FIELD ENTRANCE, 26.2 FEET
 DM3567'NORTHWEST OF CABLE BOX NUMBER 352-2, 24.3 FEET NORTHWEST OF POWER POLE
 DM3567'WITH 2 GUY WIRES, 1.4 FEET WEST OF WITNESS POST.
 DM3567
 DM3567                          STATION RECOVERY (2009)
 DM3567
 DM3567'RECOVERY NOTE BY MN DEPT OF TRANSP 2009 (WAS)
 DM3567'RECOVERED AS DESCRIBED.
 DM3567'
 DM3567'NOTE - THE STATION MARK CONSISTS OF A 3/4 INCH (19 MM) DIAMETER
 DM3567'ALUMINUM ROD DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL MARK
 DM3567'REMOVABLE DISK SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY
 DM3567'A SIX-INCH PVC PIPE BACKFILLED WITH WASHED SAND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DM3568 ***********************************************************************
 DM3568  DESIGNATION -  1204 P
 DM3568  PID         -  DM3568
 DM3568  STATE/COUNTY-  MN/CHIPPEWA
 DM3568  COUNTRY     -  US
 DM3568  USGS QUAD   -  MINNESOTA FALLS (2019)
 DM3568
 DM3568                         *CURRENT SURVEY CONTROL
 DM3568  ______________________________________________________________________
 DM3568* NAD 83(2011) POSITION- 44 50 22.45243(N) 095 29 02.81482(W)   ADJUSTED
 DM3568* NAD 83(2011) ELLIP HT-   291.262 (meters)        (06/27/12)   ADJUSTED
 DM3568* NAD 83(2011) EPOCH   -  2010.00
 DM3568* NAVD 88 ORTHO HEIGHT -   317.939 (meters)     1043.10  (feet) ADJUSTED
 DM3568  ______________________________________________________________________
 DM3568  GEOID HEIGHT    -        -26.672 (meters)                     GEOID18
 DM3568  NAD 83(2011) X  -   -432,968.055 (meters)                     COMP
 DM3568  NAD 83(2011) Y  - -4,509,649.680 (meters)                     COMP
 DM3568  NAD 83(2011) Z  -  4,474,929.423 (meters)                     COMP
 DM3568  LAPLACE CORR    -         -3.74  (seconds)                    DEFLEC18
 DM3568  DYNAMIC HEIGHT  -        317.912 (meters)     1043.02  (feet) COMP
 DM3568  MODELED GRAVITY -    980,522.8   (mgal)                       NAVD 88
 DM3568
 DM3568  VERT ORDER      -  SECOND    CLASS I
 DM3568
 DM3568  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DM3568  Standards:
 DM3568         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DM3568            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DM3568  -------------------------------------------------------------------
 DM3568  NETWORK    0.44   0.53           0.20   0.15   0.27      0.14846279
 DM3568  -------------------------------------------------------------------
 DM3568  Click here for local accuracies and other accuracy information.
 DM3568
 DM3568.The horizontal coordinates were established by GPS observations
 DM3568.and adjusted by the National Geodetic Survey in June 2012.
 DM3568
 DM3568.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DM3568.been affixed to the stable North American tectonic plate. See 
 DM3568.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DM3568
 DM3568.The horizontal coordinates are valid at the epoch date displayed above
 DM3568.which is a decimal equivalence of Year/Month/Day.
 DM3568
 DM3568.The orthometric height was determined by differential leveling and
 DM3568.adjusted by the NATIONAL GEODETIC SURVEY
 DM3568.in December 2013.
 DM3568
 DM3568.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM3568.GEOID18 height accuracy estimate available here.
 DM3568
 DM3568.Click photographs - Photos may exist for this station.
 DM3568
 DM3568.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DM3568
 DM3568.The Laplace correction was computed from DEFLEC18 derived deflections.
 DM3568
 DM3568.The ellipsoidal height was determined by GPS observations
 DM3568.and is referenced to NAD 83.
 DM3568
 DM3568.The dynamic height is computed by dividing the NAVD 88
 DM3568.geopotential number by the normal gravity value computed on the
 DM3568.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM3568.degrees latitude (g = 980.6199 gals.).
 DM3568
 DM3568.The modeled gravity was interpolated from observed gravity values.
 DM3568
 DM3568. The following values were computed from the NAD 83(2011) position.
 DM3568
 DM3568;                    North         East     Units Scale Factor Converg.
 DM3568;SPC MN S     -   305,464.227   682,669.675   MT  0.99993942   -1 02 24.9
 DM3568;SPC MN S     - 1,002,177.22  2,239,725.43   sFT  0.99993942   -1 02 24.9
 DM3568;UTM  15      - 4,968,130.946   303,667.697   MT  1.00007402   -1 45 07.8
 DM3568
 DM3568!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DM3568!SPC MN S     -   0.99995434  x   0.99993942  =   0.99989376
 DM3568!UTM  15      -   0.99995434  x   1.00007402  =   1.00002835
 DM3568
 DM3568:                Primary Azimuth Mark                     Grid Az
 DM3568:SPC MN S     -  1204 Q                                   003 38 14.2
 DM3568:UTM  15      -  1204 Q                                   004 20 57.1
 DM3568
 DM3568_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUK0366768130(NAD 83)
 DM3568
 DM3568|---------------------------------------------------------------------|
 DM3568| PID    Reference Object                     Distance      Geod. Az  |
 DM3568|                                                           dddmmss.s |
 DM3568| DM3569 1204 Q                              APPROX. 1.6 KM 0023549.3 |
 DM3568| PQ1237 1204 E                              APPROX. 0.8 KM 0052116.2 |
 DM3568|---------------------------------------------------------------------|
 DM3568
 DM3568                          SUPERSEDED SURVEY CONTROL
 DM3568
 DM3568  NAD 83(2007)-  44 50 22.45246(N)    095 29 02.81538(W) AD(2002.00) 1
 DM3568  ELLIP H (08/04/10)  291.286  (m)                       GP(2002.00) 3 1
 DM3568  NAVD 88             317.94   (m)         1043.1    (f) LEVELING    3  
 DM3568
 DM3568.Superseded values are not recommended for survey control.
 DM3568
 DM3568.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DM3568.See file dsdata.pdf to determine how the superseded data were derived.
 DM3568
 DM3568_MARKER: I = METAL ROD
 DM3568_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DM3568_STAMPING: 1204 P 2009
 DM3568_MARK LOGO: MNDT
 DM3568_PROJECTION: FLUSH
 DM3568_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DM3568_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DM3568_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DM3568+SATELLITE: SATELLITE OBSERVATIONS - 2009
 DM3568_ROD/PIPE-DEPTH: 7.6 meters
 DM3568
 DM3568  HISTORY     - Date     Condition        Report By
 DM3568  HISTORY     - 2009     MONUMENTED       MNDT
 DM3568  HISTORY     - 2009     GOOD             MNDT
 DM3568
 DM3568                          STATION DESCRIPTION
 DM3568
 DM3568'DESCRIBED BY MN DEPT OF TRANSP 2009
 DM3568'3.1 MILES NORTHEAST OF GRANITE FALLS, 3.0 MILES NORTH ALONG TRUNK
 DM3568'HIGHWAY 23 FROM THE NORTH JUNCTION OF TRUNK HIGHWAY 23 AND TRUNK
 DM3568'HIGHWAY 212, AT TRUNK HIGHWAY 23 MILEPOINT 114.60, 146.8 FEET WEST OF
 DM3568'TRUNK HIGHWAY 23, 100.9 FEET SOUTH OF 125TH STREET SOUTHEAST, 3.1 FEET
 DM3568'SOUTHEAST OF RIGHT-OF-WAY POST, 3.1 FEET SOUTHEAST OF WITNESS POST.
 DM3568
 DM3568                          STATION RECOVERY (2009)
 DM3568
 DM3568'RECOVERY NOTE BY MN DEPT OF TRANSP 2009 (WAS)
 DM3568'RECOVERED AS DESCRIBED.
 DM3568'
 DM3568'NOTE - THE STATION MARK CONSISTS OF A 3/4 INCH (19 MM) DIAMETER
 DM3568'ALUMINUM ROD DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL MARK
 DM3568'REMOVABLE DISK SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY
 DM3568'A SIX-INCH PVC PIPE BACKFILLED WITH WASHED SAND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DM3569 ***********************************************************************
 DM3569  DESIGNATION -  1204 Q
 DM3569  PID         -  DM3569
 DM3569  STATE/COUNTY-  MN/RENVILLE
 DM3569  COUNTRY     -  US
 DM3569  USGS QUAD   -  MINNESOTA FALLS (2019)
 DM3569
 DM3569                         *CURRENT SURVEY CONTROL
 DM3569  ______________________________________________________________________
 DM3569* NAD 83(2011) POSITION- 44 51 15.81476(N) 095 28 59.41205(W)   ADJUSTED
 DM3569* NAD 83(2011) ELLIP HT-   290.351 (meters)        (06/27/12)   ADJUSTED
 DM3569* NAD 83(2011) EPOCH   -  2010.00
 DM3569* NAVD 88 ORTHO HEIGHT -   316.985 (meters)     1039.97  (feet) ADJUSTED
 DM3569  ______________________________________________________________________
 DM3569  GEOID HEIGHT    -        -26.634 (meters)                     GEOID18
 DM3569  NAD 83(2011) X  -   -432,782.591 (meters)                     COMP
 DM3569  NAD 83(2011) Y  - -4,508,499.777 (meters)                     COMP
 DM3569  NAD 83(2011) Z  -  4,476,096.721 (meters)                     COMP
 DM3569  LAPLACE CORR    -         -3.84  (seconds)                    DEFLEC18
 DM3569  DYNAMIC HEIGHT  -        316.959 (meters)     1039.89  (feet) COMP
 DM3569  MODELED GRAVITY -    980,525.4   (mgal)                       NAVD 88
 DM3569
 DM3569  VERT ORDER      -  SECOND    CLASS I
 DM3569
 DM3569  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DM3569  Standards:
 DM3569         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DM3569            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DM3569  -------------------------------------------------------------------
 DM3569  NETWORK    0.44   0.55           0.20   0.15   0.28      0.15481372
 DM3569  -------------------------------------------------------------------
 DM3569  Click here for local accuracies and other accuracy information.
 DM3569
 DM3569.The horizontal coordinates were established by GPS observations
 DM3569.and adjusted by the National Geodetic Survey in June 2012.
 DM3569
 DM3569.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DM3569.been affixed to the stable North American tectonic plate. See 
 DM3569.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DM3569
 DM3569.The horizontal coordinates are valid at the epoch date displayed above
 DM3569.which is a decimal equivalence of Year/Month/Day.
 DM3569
 DM3569.The orthometric height was determined by differential leveling and
 DM3569.adjusted by the NATIONAL GEODETIC SURVEY
 DM3569.in December 2013.
 DM3569
 DM3569.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM3569.GEOID18 height accuracy estimate available here.
 DM3569
 DM3569.Click photographs - Photos may exist for this station.
 DM3569
 DM3569.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DM3569
 DM3569.The Laplace correction was computed from DEFLEC18 derived deflections.
 DM3569
 DM3569.The ellipsoidal height was determined by GPS observations
 DM3569.and is referenced to NAD 83.
 DM3569
 DM3569.The dynamic height is computed by dividing the NAVD 88
 DM3569.geopotential number by the normal gravity value computed on the
 DM3569.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM3569.degrees latitude (g = 980.6199 gals.).
 DM3569
 DM3569.The modeled gravity was interpolated from observed gravity values.
 DM3569
 DM3569. The following values were computed from the NAD 83(2011) position.
 DM3569
 DM3569;                    North         East     Units Scale Factor Converg.
 DM3569;SPC MN S     -   307,109.749   682,774.278   MT  0.99994098   -1 02 22.5
 DM3569;SPC MN S     - 1,007,575.90  2,240,068.61   sFT  0.99994098   -1 02 22.5
 DM3569;UTM  15      - 4,969,775.260   303,792.761   MT  1.00007341   -1 45 07.0
 DM3569
 DM3569!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DM3569!SPC MN S     -   0.99995448  x   0.99994098  =   0.99989546
 DM3569!UTM  15      -   0.99995448  x   1.00007341  =   1.00002788
 DM3569
 DM3569:                Primary Azimuth Mark                     Grid Az
 DM3569:SPC MN S     -  1204 E                                   181 01 10.0
 DM3569:UTM  15      -  1204 E                                   181 43 54.5
 DM3569
 DM3569_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUK0379269775(NAD 83)
 DM3569
 DM3569|---------------------------------------------------------------------|
 DM3569| PID    Reference Object                     Distance      Geod. Az  |
 DM3569|                                                           dddmmss.s |
 DM3569| PQ1237 1204 E                              APPROX. 0.8 KM 1795847.5 |
 DM3569| DM3568 1204 P                              APPROX. 1.6 KM 1823551.7 |
 DM3569|---------------------------------------------------------------------|
 DM3569
 DM3569                          SUPERSEDED SURVEY CONTROL
 DM3569
 DM3569  NAD 83(2007)-  44 51 15.81479(N)    095 28 59.41261(W) AD(2002.00) 1
 DM3569  ELLIP H (08/04/10)  290.376  (m)                       GP(2002.00) 3 1
 DM3569  NAVD 88             316.98   (m)         1040.0    (f) LEVELING    3  
 DM3569
 DM3569.Superseded values are not recommended for survey control.
 DM3569
 DM3569.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DM3569.See file dsdata.pdf to determine how the superseded data were derived.
 DM3569
 DM3569_MARKER: I = METAL ROD
 DM3569_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DM3569_STAMPING: 1204 Q 2009
 DM3569_MARK LOGO: MNDT
 DM3569_PROJECTION: FLUSH
 DM3569_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DM3569_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DM3569_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DM3569+SATELLITE: SATELLITE OBSERVATIONS - 2009
 DM3569_ROD/PIPE-DEPTH: 7.6 meters
 DM3569
 DM3569  HISTORY     - Date     Condition        Report By
 DM3569  HISTORY     - 2009     MONUMENTED       MNDT
 DM3569  HISTORY     - 2009     GOOD             MNDT
 DM3569
 DM3569                          STATION DESCRIPTION
 DM3569
 DM3569'DESCRIBED BY MN DEPT OF TRANSP 2009
 DM3569'4.5 MILES NORTHEAST OF GRANITE FALLS, 4.0 MILES NORTH ALONG TRUNK
 DM3569'HIGHWAY 23 FROM THE NORTH JUNCTION OF TRUNK HIGHWAY 23 AND TRUNK
 DM3569'HIGHWAY 212, AT TRUNK HIGHWAY 23 MILEPOINT 115.60, 108.8 FEET EAST OF
 DM3569'TRUNK HIGHWAY 23, 86.9 FEET NORTH OF POWER POLE, 2.2 FEET WEST OF
 DM3569'WITNESS POST.
 DM3569
 DM3569                          STATION RECOVERY (2009)
 DM3569
 DM3569'RECOVERY NOTE BY MN DEPT OF TRANSP 2009 (WAS)
 DM3569'RECOVERED AS DESCRIBED.
 DM3569'
 DM3569'NOTE - THE STATION MARK CONSISTS OF A 3/4 INCH (19 MM) DIAMETER
 DM3569'ALUMINUM ROD DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL MARK
 DM3569'REMOVABLE DISK SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY
 DM3569'A SIX-INCH PVC PIPE BACKFILLED WITH WASHED SAND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DM3570 ***********************************************************************
 DM3570  DESIGNATION -  1204 R
 DM3570  PID         -  DM3570
 DM3570  STATE/COUNTY-  MN/RENVILLE
 DM3570  COUNTRY     -  US
 DM3570  USGS QUAD   -  MINNESOTA FALLS (2019)
 DM3570
 DM3570                         *CURRENT SURVEY CONTROL
 DM3570  ______________________________________________________________________
 DM3570* NAD 83(2011) POSITION- 44 52 07.15512(N) 095 28 58.19753(W)   ADJUSTED
 DM3570* NAD 83(2011) ELLIP HT-   283.693 (meters)        (06/27/12)   ADJUSTED
 DM3570* NAD 83(2011) EPOCH   -  2010.00
 DM3570* NAVD 88 ORTHO HEIGHT -   310.285 (meters)     1017.99  (feet) ADJUSTED
 DM3570  ______________________________________________________________________
 DM3570  GEOID HEIGHT    -        -26.602 (meters)                     GEOID18
 DM3570  NAD 83(2011) X  -   -432,648.772 (meters)                     COMP
 DM3570  NAD 83(2011) Y  - -4,507,384.756 (meters)                     COMP
 DM3570  NAD 83(2011) Z  -  4,477,215.427 (meters)                     COMP
 DM3570  LAPLACE CORR    -         -3.87  (seconds)                    DEFLEC18
 DM3570  DYNAMIC HEIGHT  -        310.260 (meters)     1017.91  (feet) COMP
 DM3570  MODELED GRAVITY -    980,527.6   (mgal)                       NAVD 88
 DM3570
 DM3570  VERT ORDER      -  SECOND    CLASS I
 DM3570
 DM3570  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DM3570  Standards:
 DM3570         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DM3570            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DM3570  -------------------------------------------------------------------
 DM3570  NETWORK    0.38   0.47           0.17   0.14   0.24      0.11404222
 DM3570  -------------------------------------------------------------------
 DM3570  Click here for local accuracies and other accuracy information.
 DM3570
 DM3570.The horizontal coordinates were established by GPS observations
 DM3570.and adjusted by the National Geodetic Survey in June 2012.
 DM3570
 DM3570.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DM3570.been affixed to the stable North American tectonic plate. See 
 DM3570.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DM3570
 DM3570.The horizontal coordinates are valid at the epoch date displayed above
 DM3570.which is a decimal equivalence of Year/Month/Day.
 DM3570
 DM3570.The orthometric height was determined by differential leveling and
 DM3570.adjusted by the NATIONAL GEODETIC SURVEY
 DM3570.in December 2013.
 DM3570
 DM3570.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM3570.GEOID18 height accuracy estimate available here.
 DM3570
 DM3570.Click photographs - Photos may exist for this station.
 DM3570
 DM3570.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DM3570
 DM3570.The Laplace correction was computed from DEFLEC18 derived deflections.
 DM3570
 DM3570.The ellipsoidal height was determined by GPS observations
 DM3570.and is referenced to NAD 83.
 DM3570
 DM3570.The dynamic height is computed by dividing the NAVD 88
 DM3570.geopotential number by the normal gravity value computed on the
 DM3570.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM3570.degrees latitude (g = 980.6199 gals.).
 DM3570
 DM3570.The modeled gravity was interpolated from observed gravity values.
 DM3570
 DM3570. The following values were computed from the NAD 83(2011) position.
 DM3570
 DM3570;                    North         East     Units Scale Factor Converg.
 DM3570;SPC MN S     -   308,693.747   682,829.686   MT  0.99994254   -1 02 21.7
 DM3570;SPC MN S     - 1,012,772.73  2,240,250.39   sFT  0.99994254   -1 02 21.7
 DM3570;UTM  15      - 4,971,358.655   303,867.873   MT  1.00007305   -1 45 07.8
 DM3570
 DM3570!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DM3570!SPC MN S     -   0.99995552  x   0.99994254  =   0.99989806
 DM3570!UTM  15      -   0.99995552  x   1.00007305  =   1.00002857
 DM3570
 DM3570_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUK0386771358(NAD 83)
 DM3570
 DM3570                          SUPERSEDED SURVEY CONTROL
 DM3570
 DM3570  NAD 83(2007)-  44 52 07.15513(N)    095 28 58.19806(W) AD(2002.00) 1
 DM3570  ELLIP H (08/04/10)  283.713  (m)                       GP(2002.00) 3 1
 DM3570  NAVD 88             310.29   (m)         1018.0    (f) LEVELING    3  
 DM3570
 DM3570.Superseded values are not recommended for survey control.
 DM3570
 DM3570.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DM3570.See file dsdata.pdf to determine how the superseded data were derived.
 DM3570
 DM3570_MARKER: I = METAL ROD
 DM3570_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DM3570_STAMPING: 1204 R 2009
 DM3570_MARK LOGO: MNDT
 DM3570_PROJECTION: FLUSH
 DM3570_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DM3570_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DM3570_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DM3570+SATELLITE: SATELLITE OBSERVATIONS - May 17, 2021
 DM3570_ROD/PIPE-DEPTH: 5.2 meters
 DM3570
 DM3570  HISTORY     - Date     Condition        Report By
 DM3570  HISTORY     - 2009     MONUMENTED       MNDT
 DM3570  HISTORY     - 2009     GOOD             MNDT
 DM3570  HISTORY     - 20210517 GOOD             MNDT
 DM3570
 DM3570                          STATION DESCRIPTION
 DM3570
 DM3570'DESCRIBED BY MN DEPT OF TRANSP 2009
 DM3570'5.2 MILES NORTH-NORTHEAST OF GRANITE FALLS, 5.0 MILES NORTH ALONG
 DM3570'TRUNK HIGHWAY 23 FROM THE NORTH JUNCTION OF TRUNK HIGHWAY 23 AND TRUNK
 DM3570'HIGHWAY 212, AT TRUNK HIGHWAY 23 MILEPOINT 116.6, 49.5 FEET EAST OF
 DM3570'TRUNK HIGHWAY 23, 72.2 FEET NORTHWEST OF POWER POLE, 1.4 FEET WEST OF
 DM3570'WITNESS POST.
 DM3570
 DM3570                          STATION RECOVERY (2009)
 DM3570
 DM3570'RECOVERY NOTE BY MN DEPT OF TRANSP 2009 (WAS)
 DM3570'RECOVERED AS DESCRIBED.
 DM3570'
 DM3570'NOTE - THE STATION MARK CONSISTS OF A 3/4 INCH (19 MM) DIAMETER
 DM3570'ALUMINUM ROD DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL MARK
 DM3570'REMOVABLE DISK SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY
 DM3570'A SIX-INCH PVC PIPE BACKFILLED WITH WASHED SAND.
 DM3570
 DM3570                          STATION RECOVERY (2021)
 DM3570
 DM3570'RECOVERY NOTE BY MN DEPT OF TRANSP 2021 (TJD)
 DM3570'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DM3571 ***********************************************************************
 DM3571  DESIGNATION -  1204 S
 DM3571  PID         -  DM3571
 DM3571  STATE/COUNTY-  MN/CHIPPEWA
 DM3571  COUNTRY     -  US
 DM3571  USGS QUAD   -  MAYNARD (2019)
 DM3571
 DM3571                         *CURRENT SURVEY CONTROL
 DM3571  ______________________________________________________________________
 DM3571* NAD 83(2011) POSITION- 44 53 47.74130(N) 095 28 39.28636(W)   ADJUSTED
 DM3571* NAD 83(2011) ELLIP HT-   284.877 (meters)        (06/27/12)   ADJUSTED
 DM3571* NAD 83(2011) EPOCH   -  2010.00
 DM3571* NAVD 88 ORTHO HEIGHT -   311.440 (meters)     1021.78  (feet) ADJUSTED
 DM3571  ______________________________________________________________________
 DM3571  GEOID HEIGHT    -        -26.563 (meters)                     GEOID18
 DM3571  NAD 83(2011) X  -   -432,026.434 (meters)                     COMP
 DM3571  NAD 83(2011) Y  - -4,505,244.065 (meters)                     COMP
 DM3571  NAD 83(2011) Z  -  4,479,416.439 (meters)                     COMP
 DM3571  LAPLACE CORR    -         -3.70  (seconds)                    DEFLEC18
 DM3571  DYNAMIC HEIGHT  -        311.416 (meters)     1021.70  (feet) COMP
 DM3571  MODELED GRAVITY -    980,530.5   (mgal)                       NAVD 88
 DM3571
 DM3571  VERT ORDER      -  SECOND    CLASS I
 DM3571
 DM3571  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DM3571  Standards:
 DM3571         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DM3571            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DM3571  -------------------------------------------------------------------
 DM3571  NETWORK    0.31   0.39           0.14   0.11   0.20      0.19765439
 DM3571  -------------------------------------------------------------------
 DM3571  Click here for local accuracies and other accuracy information.
 DM3571
 DM3571.The horizontal coordinates were established by GPS observations
 DM3571.and adjusted by the National Geodetic Survey in June 2012.
 DM3571
 DM3571.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DM3571.been affixed to the stable North American tectonic plate. See 
 DM3571.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DM3571
 DM3571.The horizontal coordinates are valid at the epoch date displayed above
 DM3571.which is a decimal equivalence of Year/Month/Day.
 DM3571
 DM3571.The orthometric height was determined by differential leveling and
 DM3571.adjusted by the NATIONAL GEODETIC SURVEY
 DM3571.in December 2013.
 DM3571
 DM3571.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM3571.GEOID18 height accuracy estimate available here.
 DM3571
 DM3571.Click photographs - Photos may exist for this station.
 DM3571
 DM3571.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DM3571
 DM3571.The Laplace correction was computed from DEFLEC18 derived deflections.
 DM3571
 DM3571.The ellipsoidal height was determined by GPS observations
 DM3571.and is referenced to NAD 83.
 DM3571
 DM3571.The dynamic height is computed by dividing the NAVD 88
 DM3571.geopotential number by the normal gravity value computed on the
 DM3571.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM3571.degrees latitude (g = 980.6199 gals.).
 DM3571
 DM3571.The modeled gravity was interpolated from observed gravity values.
 DM3571
 DM3571. The following values were computed from the NAD 83(2011) position.
 DM3571
 DM3571;                    North         East     Units Scale Factor Converg.
 DM3571;SPC MN S     -   311,790.575   683,300.850   MT  0.99994579   -1 02 08.4
 DM3571;SPC MN S     - 1,022,932.91  2,241,796.21   sFT  0.99994579   -1 02 08.4
 DM3571;UTM  15      - 4,974,449.773   304,377.614   MT  1.00007059   -1 44 57.5
 DM3571
 DM3571!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DM3571!SPC MN S     -   0.99995534  x   0.99994579  =   0.99990113
 DM3571!UTM  15      -   0.99995534  x   1.00007059  =   1.00002592
 DM3571
 DM3571:                Primary Azimuth Mark                     Grid Az
 DM3571:SPC MN S     -  1204 U                                   044 32 32.6
 DM3571:UTM  15      -  1204 U                                   045 15 21.7
 DM3571
 DM3571_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUK0437774449(NAD 83)
 DM3571
 DM3571|---------------------------------------------------------------------|
 DM3571| PID    Reference Object                     Distance      Geod. Az  |
 DM3571|                                                           dddmmss.s |
 DM3571| DM3573 1204 U                              APPROX. 1.4 KM 0433024.2 |
 DM3571| DM3572 1204 T                              APPROX. 0.8 KM 0504023.4 |
 DM3571|---------------------------------------------------------------------|
 DM3571
 DM3571                          SUPERSEDED SURVEY CONTROL
 DM3571
 DM3571  NAD 83(2007)-  44 53 47.74133(N)    095 28 39.28683(W) AD(2002.00) 1
 DM3571  ELLIP H (08/04/10)  284.896  (m)                       GP(2002.00) 3 1
 DM3571  NAVD 88             311.44   (m)         1021.8    (f) LEVELING    3  
 DM3571
 DM3571.Superseded values are not recommended for survey control.
 DM3571
 DM3571.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DM3571.See file dsdata.pdf to determine how the superseded data were derived.
 DM3571
 DM3571_MARKER: I = METAL ROD
 DM3571_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DM3571_STAMPING: 1204 S 2009
 DM3571_MARK LOGO: MNDT
 DM3571_PROJECTION: RECESSED 3 CENTIMETERS
 DM3571_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DM3571_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DM3571_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DM3571+SATELLITE: SATELLITE OBSERVATIONS - 2009
 DM3571_ROD/PIPE-DEPTH: 6.1 meters
 DM3571
 DM3571  HISTORY     - Date     Condition        Report By
 DM3571  HISTORY     - 2009     MONUMENTED       MNDT
 DM3571  HISTORY     - 2009     GOOD             MNDT
 DM3571
 DM3571                          STATION DESCRIPTION
 DM3571
 DM3571'DESCRIBED BY MN DEPT OF TRANSP 2009
 DM3571'0.7 MILE SOUTH OF MAYNARD, 0.95 MILE SOUTHWEST ALONG TRUNK HIGHWAY 23
 DM3571'FROM THE JUNCTION OF TRUNK HIGHWAY 23 AND COUNTY ROAD 17 AND COUNTY
 DM3571'ROAD 4 IN MAYNARD, AT TRUNK HIGHWAY 23 MILEPOINT 118.6, 80.1 FEET
 DM3571'SOUTHEAST OF TRUNK HIGHWAY 23, 1.3 FEET NORTHWEST OF WITNESS POST.
 DM3571
 DM3571                          STATION RECOVERY (2009)
 DM3571
 DM3571'RECOVERY NOTE BY MN DEPT OF TRANSP 2009 (WAS)
 DM3571'RECOVERED AS DESCRIBED.
 DM3571'
 DM3571'NOTE - THE STATION MARK CONSISTS OF A 3/4 INCH (19 MM) DIAMETER
 DM3571'ALUMINUM ROD DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL MARK
 DM3571'REMOVABLE DISK SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY
 DM3571'A SIX-INCH PVC PIPE BACKFILLED WITH WASHED SAND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DM3572 ***********************************************************************
 DM3572  DESIGNATION -  1204 T
 DM3572  PID         -  DM3572
 DM3572  STATE/COUNTY-  MN/CHIPPEWA
 DM3572  COUNTRY     -  US
 DM3572  USGS QUAD   -  MAYNARD (2019)
 DM3572
 DM3572                         *CURRENT SURVEY CONTROL
 DM3572  ______________________________________________________________________
 DM3572* NAD 83(2011) POSITION- 44 54 05.00242(N) 095 28 09.64010(W)   ADJUSTED
 DM3572* NAD 83(2011) ELLIP HT-   285.060 (meters)        (06/27/12)   ADJUSTED
 DM3572* NAD 83(2011) EPOCH   -  2010.00
 DM3572* NAVD 88 ORTHO HEIGHT -   311.635 (meters)     1022.42  (feet) ADJUSTED
 DM3572  ______________________________________________________________________
 DM3572  GEOID HEIGHT    -        -26.569 (meters)                     GEOID18
 DM3572  NAD 83(2011) X  -   -431,343.057 (meters)                     COMP
 DM3572  NAD 83(2011) Y  - -4,504,931.828 (meters)                     COMP
 DM3572  NAD 83(2011) Z  -  4,479,794.023 (meters)                     COMP
 DM3572  LAPLACE CORR    -         -3.65  (seconds)                    DEFLEC18
 DM3572  DYNAMIC HEIGHT  -        311.610 (meters)     1022.34  (feet) COMP
 DM3572  MODELED GRAVITY -    980,530.1   (mgal)                       NAVD 88
 DM3572
 DM3572  VERT ORDER      -  SECOND    CLASS I
 DM3572
 DM3572  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DM3572  Standards:
 DM3572         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DM3572            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DM3572  -------------------------------------------------------------------
 DM3572  NETWORK    0.25   0.37           0.11   0.09   0.19      0.11928955
 DM3572  -------------------------------------------------------------------
 DM3572  Click here for local accuracies and other accuracy information.
 DM3572
 DM3572.The horizontal coordinates were established by GPS observations
 DM3572.and adjusted by the National Geodetic Survey in June 2012.
 DM3572
 DM3572.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DM3572.been affixed to the stable North American tectonic plate. See 
 DM3572.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DM3572
 DM3572.The horizontal coordinates are valid at the epoch date displayed above
 DM3572.which is a decimal equivalence of Year/Month/Day.
 DM3572
 DM3572.The orthometric height was determined by differential leveling and
 DM3572.adjusted by the NATIONAL GEODETIC SURVEY
 DM3572.in December 2013.
 DM3572
 DM3572.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM3572.GEOID18 height accuracy estimate available here.
 DM3572
 DM3572.Click photographs - Photos may exist for this station.
 DM3572
 DM3572.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DM3572
 DM3572.The Laplace correction was computed from DEFLEC18 derived deflections.
 DM3572
 DM3572.The ellipsoidal height was determined by GPS observations
 DM3572.and is referenced to NAD 83.
 DM3572
 DM3572.The dynamic height is computed by dividing the NAVD 88
 DM3572.geopotential number by the normal gravity value computed on the
 DM3572.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM3572.degrees latitude (g = 980.6199 gals.).
 DM3572
 DM3572.The modeled gravity was interpolated from observed gravity values.
 DM3572
 DM3572. The following values were computed from the NAD 83(2011) position.
 DM3572
 DM3572;                    North         East     Units Scale Factor Converg.
 DM3572;SPC MN S     -   312,311.577   683,960.762   MT  0.99994637   -1 01 47.7
 DM3572;SPC MN S     - 1,024,642.23  2,243,961.27   sFT  0.99994637   -1 01 47.7
 DM3572;UTM  15      - 4,974,962.577   305,044.046   MT  1.00006739   -1 44 37.1
 DM3572
 DM3572!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DM3572!SPC MN S     -   0.99995531  x   0.99994637  =   0.99990168
 DM3572!UTM  15      -   0.99995531  x   1.00006739  =   1.00002269
 DM3572
 DM3572:                Primary Azimuth Mark                     Grid Az
 DM3572:SPC MN S     -  1204 U                                   034 52 02.2
 DM3572:UTM  15      -  1204 U                                   035 34 51.6
 DM3572
 DM3572_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUK0504474962(NAD 83)
 DM3572
 DM3572|---------------------------------------------------------------------|
 DM3572| PID    Reference Object                     Distance      Geod. Az  |
 DM3572|                                                           dddmmss.s |
 DM3572| DM3573 1204 U                              APPROX. 0.6 KM 0335014.5 |
 DM3572| DM3574 1204 V                              APPROX. 1.5 KM 0405940.4 |
 DM3572|---------------------------------------------------------------------|
 DM3572
 DM3572                          SUPERSEDED SURVEY CONTROL
 DM3572
 DM3572  NAD 83(2007)-  44 54 05.00246(N)    095 28 09.64053(W) AD(2002.00) 1
 DM3572  ELLIP H (08/04/10)  285.079  (m)                       GP(2002.00) 3 1
 DM3572  NAVD 88             311.64   (m)         1022.4    (f) LEVELING    3  
 DM3572
 DM3572.Superseded values are not recommended for survey control.
 DM3572
 DM3572.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DM3572.See file dsdata.pdf to determine how the superseded data were derived.
 DM3572
 DM3572_MARKER: I = METAL ROD
 DM3572_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DM3572_STAMPING: 1204 T 2009
 DM3572_MARK LOGO: MNDT
 DM3572_PROJECTION: RECESSED 5 CENTIMETERS
 DM3572_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DM3572_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DM3572_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DM3572+SATELLITE: SATELLITE OBSERVATIONS - May 19, 2021
 DM3572_ROD/PIPE-DEPTH: 5.2 meters
 DM3572
 DM3572  HISTORY     - Date     Condition        Report By
 DM3572  HISTORY     - 2009     MONUMENTED       MNDT
 DM3572  HISTORY     - 2009     GOOD             MNDT
 DM3572  HISTORY     - 20210519 GOOD             MNDT
 DM3572
 DM3572                          STATION DESCRIPTION
 DM3572
 DM3572'DESCRIBED BY MN DEPT OF TRANSP 2009
 DM3572'IN MAYNARD, 0.4 MILE SOUTHWEST ALONG TRUNK HIGHWAY 23 FROM THE
 DM3572'JUNCTION OF TRUNK HIGHWAY 23 AND COUNTY ROAD 17 AND COUNTY ROAD 4 IN
 DM3572'MAYNARD, AT TRUNK HIGHWAY 23 MILEPOINT 119.15, 108.5 FEET SOUTHEAST OF
 DM3572'TRUNK HIGHWAY 23, 27.8 FEET NORTHWEST OF ENTRANCE, 4.1 FEET NORTHEAST
 DM3572'OF FENCE CORNER, 4.3 FEET NORTHEAST OF WITNESS POST.
 DM3572
 DM3572                          STATION RECOVERY (2009)
 DM3572
 DM3572'RECOVERY NOTE BY MN DEPT OF TRANSP 2009 (WAS)
 DM3572'RECOVERED AS DESCRIBED.
 DM3572'
 DM3572'NOTE - THE STATION MARK CONSISTS OF A 3/4 INCH (19 MM) DIAMETER
 DM3572'ALUMINUM ROD DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL MARK
 DM3572'REMOVABLE DISK SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY
 DM3572'A SIX-INCH PVC PIPE BACKFILLED WITH WASHED SAND.
 DM3572
 DM3572                          STATION RECOVERY (2021)
 DM3572
 DM3572'RECOVERY NOTE BY MN DEPT OF TRANSP 2021 (TJD)
 DM3572'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DM3573 ***********************************************************************
 DM3573  DESIGNATION -  1204 U
 DM3573  PID         -  DM3573
 DM3573  STATE/COUNTY-  MN/CHIPPEWA
 DM3573  COUNTRY     -  US
 DM3573  USGS QUAD   -  MAYNARD (2019)
 DM3573
 DM3573                         *CURRENT SURVEY CONTROL
 DM3573  ______________________________________________________________________
 DM3573* NAD 83(2011) POSITION- 44 54 21.79651(N) 095 27 53.79745(W)   ADJUSTED
 DM3573* NAD 83(2011) ELLIP HT-   285.808 (meters)        (06/27/12)   ADJUSTED
 DM3573* NAD 83(2011) EPOCH   -  2010.00
 DM3573* NAVD 88 ORTHO HEIGHT -   312.364 (meters)     1024.81  (feet) ADJUSTED
 DM3573  ______________________________________________________________________
 DM3573  GEOID HEIGHT    -        -26.570 (meters)                     GEOID18
 DM3573  NAD 83(2011) X  -   -430,962.240 (meters)                     COMP
 DM3573  NAD 83(2011) Y  - -4,504,601.155 (meters)                     COMP
 DM3573  NAD 83(2011) Z  -  4,480,161.764 (meters)                     COMP
 DM3573  LAPLACE CORR    -         -3.57  (seconds)                    DEFLEC18
 DM3573  DYNAMIC HEIGHT  -        312.340 (meters)     1024.74  (feet) COMP
 DM3573  MODELED GRAVITY -    980,530.1   (mgal)                       NAVD 88
 DM3573
 DM3573  VERT ORDER      -  SECOND    CLASS I
 DM3573
 DM3573  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DM3573  Standards:
 DM3573         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DM3573            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DM3573  -------------------------------------------------------------------
 DM3573  NETWORK    0.30   0.45           0.13   0.11   0.23      0.16949334
 DM3573  -------------------------------------------------------------------
 DM3573  Click here for local accuracies and other accuracy information.
 DM3573
 DM3573.The horizontal coordinates were established by GPS observations
 DM3573.and adjusted by the National Geodetic Survey in June 2012.
 DM3573
 DM3573.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DM3573.been affixed to the stable North American tectonic plate. See 
 DM3573.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DM3573
 DM3573.The horizontal coordinates are valid at the epoch date displayed above
 DM3573.which is a decimal equivalence of Year/Month/Day.
 DM3573
 DM3573.The orthometric height was determined by differential leveling and
 DM3573.adjusted by the NATIONAL GEODETIC SURVEY
 DM3573.in December 2013.
 DM3573
 DM3573.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM3573.GEOID18 height accuracy estimate available here.
 DM3573
 DM3573.Click photographs - Photos may exist for this station.
 DM3573
 DM3573.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DM3573
 DM3573.The Laplace correction was computed from DEFLEC18 derived deflections.
 DM3573
 DM3573.The ellipsoidal height was determined by GPS observations
 DM3573.and is referenced to NAD 83.
 DM3573
 DM3573.The dynamic height is computed by dividing the NAVD 88
 DM3573.geopotential number by the normal gravity value computed on the
 DM3573.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM3573.degrees latitude (g = 980.6199 gals.).
 DM3573
 DM3573.The modeled gravity was interpolated from observed gravity values.
 DM3573
 DM3573. The following values were computed from the NAD 83(2011) position.
 DM3573
 DM3573;                    North         East     Units Scale Factor Converg.
 DM3573;SPC MN S     -   312,823.652   684,317.556   MT  0.99994694   -1 01 36.6
 DM3573;SPC MN S     - 1,026,322.26  2,245,131.85   sFT  0.99994694   -1 01 36.6
 DM3573;UTM  15      - 4,975,470.229   305,407.235   MT  1.00006565   -1 44 26.4
 DM3573
 DM3573!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DM3573!SPC MN S     -   0.99995519  x   0.99994694  =   0.99990213
 DM3573!UTM  15      -   0.99995519  x   1.00006565  =   1.00002084
 DM3573
 DM3573:                Primary Azimuth Mark                     Grid Az
 DM3573:SPC MN S     -  1204 V                                   047 10 06.7
 DM3573:UTM  15      -  1204 V                                   047 52 56.5
 DM3573
 DM3573_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUK0540775470(NAD 83)
 DM3573
 DM3573|---------------------------------------------------------------------|
 DM3573| PID    Reference Object                     Distance      Geod. Az  |
 DM3573|                                                           dddmmss.s |
 DM3573| DM3574 1204 V                              APPROX. 0.9 KM 0460830.1 |
 DM3573|---------------------------------------------------------------------|
 DM3573
 DM3573                          SUPERSEDED SURVEY CONTROL
 DM3573
 DM3573  NAD 83(2007)-  44 54 21.79668(N)    095 27 53.79795(W) AD(2002.00) 1
 DM3573  ELLIP H (08/04/10)  285.815  (m)                       GP(2002.00) 3 1
 DM3573  NAVD 88             312.36   (m)         1024.8    (f) LEVELING    3  
 DM3573
 DM3573.Superseded values are not recommended for survey control.
 DM3573
 DM3573.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DM3573.See file dsdata.pdf to determine how the superseded data were derived.
 DM3573
 DM3573_MARKER: I = METAL ROD
 DM3573_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DM3573_STAMPING: 1204 U 2009
 DM3573_MARK LOGO: MNDT
 DM3573_PROJECTION: RECESSED 10 CENTIMETERS
 DM3573_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DM3573_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DM3573_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DM3573+SATELLITE: SATELLITE OBSERVATIONS - 2009
 DM3573_ROD/PIPE-DEPTH: 6.1 meters
 DM3573
 DM3573  HISTORY     - Date     Condition        Report By
 DM3573  HISTORY     - 2009     MONUMENTED       MNDT
 DM3573  HISTORY     - 2009     GOOD             MNDT
 DM3573
 DM3573                          STATION DESCRIPTION
 DM3573
 DM3573'DESCRIBED BY MN DEPT OF TRANSP 2009
 DM3573'IN MAYNARD, AT THE JUNCTION OF TRUNK HIGHWAY 23 AND COUNTY ROAD 4 AND
 DM3573'COUNTY ROAD 17 IN MAYNARD, AT TRUNK HIGHWAY 23 MILEPOINT 119.55, 99.7
 DM3573'FEET NORTHWEST OF SOUTHBOUND TRUNK HIGHWAY 23, 107.9 FEET SOUTHWEST OF
 DM3573'COUNTY ROAD 4 AND COUNTY ROAD 17, 8.1 FEET SOUTHEAST OF NORTHEAST POST
 DM3573'OF WELCOME TO MAYNARD SIGN, 4.4 FEET SOUTHEAST OF WITNESS POST.
 DM3573
 DM3573                          STATION RECOVERY (2009)
 DM3573
 DM3573'RECOVERY NOTE BY MN DEPT OF TRANSP 2009 (WAS)
 DM3573'RECOVERED AS DESCRIBED.
 DM3573'
 DM3573'NOTE - THE STATION MARK CONSISTS OF A 3/4 INCH (19 MM) DIAMETER
 DM3573'ALUMINUM ROD DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL MARK
 DM3573'REMOVABLE DISK SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY
 DM3573'A SIX-INCH PVC PIPE BACKFILLED WITH WASHED SAND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DM3574 ***********************************************************************
 DM3574  DESIGNATION -  1204 V
 DM3574  PID         -  DM3574
 DM3574  STATE/COUNTY-  MN/CHIPPEWA
 DM3574  COUNTRY     -  US
 DM3574  USGS QUAD   -  MAYNARD (2019)
 DM3574
 DM3574                         *CURRENT SURVEY CONTROL
 DM3574  ______________________________________________________________________
 DM3574* NAD 83(2011) POSITION- 44 54 41.26298(N) 095 27 25.28720(W)   ADJUSTED
 DM3574* NAD 83(2011) ELLIP HT-   287.459 (meters)        (06/27/12)   ADJUSTED
 DM3574* NAD 83(2011) EPOCH   -  2010.00
 DM3574* NAVD 88 ORTHO HEIGHT -   314.040 (meters)     1030.31  (feet) ADJUSTED
 DM3574  ______________________________________________________________________
 DM3574  GEOID HEIGHT    -        -26.575 (meters)                     GEOID18
 DM3574  NAD 83(2011) X  -   -430,299.367 (meters)                     COMP
 DM3574  NAD 83(2011) Y  - -4,504,239.511 (meters)                     COMP
 DM3574  NAD 83(2011) Z  -  4,480,588.539 (meters)                     COMP
 DM3574  LAPLACE CORR    -         -3.48  (seconds)                    DEFLEC18
 DM3574  DYNAMIC HEIGHT  -        314.016 (meters)     1030.23  (feet) COMP
 DM3574  MODELED GRAVITY -    980,529.8   (mgal)                       NAVD 88
 DM3574
 DM3574  VERT ORDER      -  SECOND    CLASS I
 DM3574
 DM3574  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DM3574  Standards:
 DM3574         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DM3574            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DM3574  -------------------------------------------------------------------
 DM3574  NETWORK    0.25   0.37           0.11   0.09   0.19      0.10850921
 DM3574  -------------------------------------------------------------------
 DM3574  Click here for local accuracies and other accuracy information.
 DM3574
 DM3574.The horizontal coordinates were established by GPS observations
 DM3574.and adjusted by the National Geodetic Survey in June 2012.
 DM3574
 DM3574.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DM3574.been affixed to the stable North American tectonic plate. See 
 DM3574.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DM3574
 DM3574.The horizontal coordinates are valid at the epoch date displayed above
 DM3574.which is a decimal equivalence of Year/Month/Day.
 DM3574
 DM3574.The orthometric height was determined by differential leveling and
 DM3574.adjusted by the NATIONAL GEODETIC SURVEY
 DM3574.in December 2013.
 DM3574
 DM3574.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM3574.GEOID18 height accuracy estimate available here.
 DM3574
 DM3574.Click photographs - Photos may exist for this station.
 DM3574
 DM3574.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DM3574
 DM3574.The Laplace correction was computed from DEFLEC18 derived deflections.
 DM3574
 DM3574.The ellipsoidal height was determined by GPS observations
 DM3574.and is referenced to NAD 83.
 DM3574
 DM3574.The dynamic height is computed by dividing the NAVD 88
 DM3574.geopotential number by the normal gravity value computed on the
 DM3574.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM3574.degrees latitude (g = 980.6199 gals.).
 DM3574
 DM3574.The modeled gravity was interpolated from observed gravity values.
 DM3574
 DM3574. The following values were computed from the NAD 83(2011) position.
 DM3574
 DM3574;                    North         East     Units Scale Factor Converg.
 DM3574;SPC MN S     -   313,413.266   684,953.581   MT  0.99994761   -1 01 16.6
 DM3574;SPC MN S     - 1,028,256.69  2,247,218.54   sFT  0.99994761   -1 01 16.6
 DM3574;UTM  15      - 4,976,051.941   306,050.632   MT  1.00006257   -1 44 06.8
 DM3574
 DM3574!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DM3574!SPC MN S     -   0.99995493  x   0.99994761  =   0.99990254
 DM3574!UTM  15      -   0.99995493  x   1.00006257  =   1.00001750
 DM3574
 DM3574:                Primary Azimuth Mark                     Grid Az
 DM3574:SPC MN S     -  1204 W                                   057 11 15.6
 DM3574:UTM  15      -  1204 W                                   057 54 05.8
 DM3574
 DM3574_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUK0605076051(NAD 83)
 DM3574
 DM3574|---------------------------------------------------------------------|
 DM3574| PID    Reference Object                     Distance      Geod. Az  |
 DM3574|                                                           dddmmss.s |
 DM3574| DM3575 1204 W                              APPROX. 0.8 KM 0560959.0 |
 DM3574|---------------------------------------------------------------------|
 DM3574
 DM3574                          SUPERSEDED SURVEY CONTROL
 DM3574
 DM3574  NAD 83(2007)-  44 54 41.26301(N)    095 27 25.28763(W) AD(2002.00) 1
 DM3574  ELLIP H (08/04/10)  287.479  (m)                       GP(2002.00) 3 1
 DM3574  NAVD 88             314.04   (m)         1030.3    (f) LEVELING    3  
 DM3574
 DM3574.Superseded values are not recommended for survey control.
 DM3574
 DM3574.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DM3574.See file dsdata.pdf to determine how the superseded data were derived.
 DM3574
 DM3574_MARKER: I = METAL ROD
 DM3574_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DM3574_STAMPING: 1204 V 2009
 DM3574_MARK LOGO: MNDT
 DM3574_PROJECTION: RECESSED 10 CENTIMETERS
 DM3574_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DM3574_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DM3574_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DM3574+SATELLITE: SATELLITE OBSERVATIONS - 2009
 DM3574_ROD/PIPE-DEPTH: 7.0 meters
 DM3574
 DM3574  HISTORY     - Date     Condition        Report By
 DM3574  HISTORY     - 2009     MONUMENTED       MNDT
 DM3574  HISTORY     - 2009     GOOD             MNDT
 DM3574
 DM3574                          STATION DESCRIPTION
 DM3574
 DM3574'DESCRIBED BY MN DEPT OF TRANSP 2009
 DM3574'0.6 MILE NORTHEAST OF MAYNARD, 0.5 MILE NORTHEAST ALONG TRUNK HIGHWAY
 DM3574'23 FROM THE JUNCTION OF TRUNK HIGHWAY 23 AND COUNTY ROAD 4 AND COUNTY
 DM3574'ROAD 17 IN MAYNARD, AT TRUNK HIGHWAY 23 MILEPOINT 120.10, 86.9 FEET
 DM3574'SOUTHEAST OF TRUNK HIGHWAY 23, 1.4 FEET NORTHWEST OF WITNESS POST.
 DM3574
 DM3574                          STATION RECOVERY (2009)
 DM3574
 DM3574'RECOVERY NOTE BY MN DEPT OF TRANSP 2009 (WAS)
 DM3574'RECOVERED AS DESCRIBED.
 DM3574'
 DM3574'THE STATION MARK CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM ROD
 DM3574'DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL MARK REMOVABLE DISK SET
 DM3574'ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH PVC PIPE
 DM3574'BACKFILLED WITH WASHED SAND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DM3575 ***********************************************************************
 DM3575  DESIGNATION -  1204 W
 DM3575  PID         -  DM3575
 DM3575  STATE/COUNTY-  MN/CHIPPEWA
 DM3575  COUNTRY     -  US
 DM3575  USGS QUAD   -  MAYNARD (2019)
 DM3575
 DM3575                         *CURRENT SURVEY CONTROL
 DM3575  ______________________________________________________________________
 DM3575* NAD 83(2011) POSITION- 44 54 56.35221(N) 095 26 53.60248(W)   ADJUSTED
 DM3575* NAD 83(2011) ELLIP HT-   290.836 (meters)        (06/27/12)   ADJUSTED
 DM3575* NAD 83(2011) EPOCH   -  2010.00
 DM3575* NAVD 88 ORTHO HEIGHT -   317.428 (meters)     1041.43  (feet) ADJUSTED
 DM3575  ______________________________________________________________________
 DM3575  GEOID HEIGHT    -        -26.583 (meters)                     GEOID18
 DM3575  NAD 83(2011) X  -   -429,576.458 (meters)                     COMP
 DM3575  NAD 83(2011) Y  - -4,503,980.538 (meters)                     COMP
 DM3575  NAD 83(2011) Z  -  4,480,920.803 (meters)                     COMP
 DM3575  LAPLACE CORR    -         -3.44  (seconds)                    DEFLEC18
 DM3575  DYNAMIC HEIGHT  -        317.403 (meters)     1041.35  (feet) COMP
 DM3575  MODELED GRAVITY -    980,529.4   (mgal)                       NAVD 88
 DM3575
 DM3575  VERT ORDER      -  SECOND    CLASS I
 DM3575
 DM3575  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DM3575  Standards:
 DM3575         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DM3575            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DM3575  -------------------------------------------------------------------
 DM3575  NETWORK    0.25   0.37           0.11   0.09   0.19      0.06516198
 DM3575  -------------------------------------------------------------------
 DM3575  Click here for local accuracies and other accuracy information.
 DM3575
 DM3575.The horizontal coordinates were established by GPS observations
 DM3575.and adjusted by the National Geodetic Survey in June 2012.
 DM3575
 DM3575.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DM3575.been affixed to the stable North American tectonic plate. See 
 DM3575.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DM3575
 DM3575.The horizontal coordinates are valid at the epoch date displayed above
 DM3575.which is a decimal equivalence of Year/Month/Day.
 DM3575
 DM3575.The orthometric height was determined by differential leveling and
 DM3575.adjusted by the NATIONAL GEODETIC SURVEY
 DM3575.in December 2013.
 DM3575
 DM3575.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM3575.GEOID18 height accuracy estimate available here.
 DM3575
 DM3575.Click photographs - Photos may exist for this station.
 DM3575
 DM3575.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DM3575
 DM3575.The Laplace correction was computed from DEFLEC18 derived deflections.
 DM3575
 DM3575.The ellipsoidal height was determined by GPS observations
 DM3575.and is referenced to NAD 83.
 DM3575
 DM3575.The dynamic height is computed by dividing the NAVD 88
 DM3575.geopotential number by the normal gravity value computed on the
 DM3575.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM3575.degrees latitude (g = 980.6199 gals.).
 DM3575
 DM3575.The modeled gravity was interpolated from observed gravity values.
 DM3575
 DM3575. The following values were computed from the NAD 83(2011) position.
 DM3575
 DM3575;                    North         East     Units Scale Factor Converg.
 DM3575;SPC MN S     -   313,866.616   685,656.710   MT  0.99994814   -1 00 54.4
 DM3575;SPC MN S     - 1,029,744.06  2,249,525.39   sFT  0.99994814   -1 00 54.4
 DM3575;UTM  15      - 4,976,496.543   306,759.436   MT  1.00005920   -1 43 44.9
 DM3575
 DM3575!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DM3575!SPC MN S     -   0.99995440  x   0.99994814  =   0.99990254
 DM3575!UTM  15      -   0.99995440  x   1.00005920  =   1.00001360
 DM3575
 DM3575:                Primary Azimuth Mark                     Grid Az
 DM3575:SPC MN S     -  1204 V                                   237 11 15.8
 DM3575:UTM  15      -  1204 V                                   237 54 06.3
 DM3575
 DM3575_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUK0675976496(NAD 83)
 DM3575
 DM3575|---------------------------------------------------------------------|
 DM3575| PID    Reference Object                     Distance      Geod. Az  |
 DM3575|                                                           dddmmss.s |
 DM3575| DM3574 1204 V                              APPROX. 0.8 KM 2361021.4 |
 DM3575|---------------------------------------------------------------------|
 DM3575
 DM3575                          SUPERSEDED SURVEY CONTROL
 DM3575
 DM3575  NAD 83(2007)-  44 54 56.35227(N)    095 26 53.60285(W) AD(2002.00) 1
 DM3575  ELLIP H (08/04/10)  290.856  (m)                       GP(2002.00) 3 1
 DM3575  NAVD 88             317.43   (m)         1041.4    (f) LEVELING    3  
 DM3575
 DM3575.Superseded values are not recommended for survey control.
 DM3575
 DM3575.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DM3575.See file dsdata.pdf to determine how the superseded data were derived.
 DM3575
 DM3575_MARKER: I = METAL ROD
 DM3575_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DM3575_STAMPING: 1204 W 2009
 DM3575_MARK LOGO: MNDT
 DM3575_PROJECTION: RECESSED 5 CENTIMETERS
 DM3575_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DM3575_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DM3575_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DM3575+SATELLITE: SATELLITE OBSERVATIONS - May 19, 2021
 DM3575_ROD/PIPE-DEPTH: 7.3 meters
 DM3575
 DM3575  HISTORY     - Date     Condition        Report By
 DM3575  HISTORY     - 2009     MONUMENTED       MNDT
 DM3575  HISTORY     - 2009     GOOD             MNDT
 DM3575  HISTORY     - 20210519 GOOD             MNDT
 DM3575
 DM3575                          STATION DESCRIPTION
 DM3575
 DM3575'DESCRIBED BY MN DEPT OF TRANSP 2009
 DM3575'1.1 MILES NORTHEAST OF MAYNARD, 1.05 MILES NORTHEAST ALONG TRUNK
 DM3575'HIGHWAY 23 FROM THE JUNCTION OF TRUNK HIGHWAY 23 AND COUNTY ROAD 4 AND
 DM3575'COUNTY ROAD 17 IN MAYNARD, AT TRUNK HIGHWAY 23 MILEPOINT 120.60, 98.4
 DM3575'FEET SOUTHEAST OF TRUNK HIGHWAY 23, 6.8 FEET SOUTHWEST OF CABLE BOX
 DM3575'NUMBER B9 2 LP 2, 1.4 FEET NORTHWEST OF WITNESS POST.
 DM3575
 DM3575                          STATION RECOVERY (2009)
 DM3575
 DM3575'RECOVERY NOTE BY MN DEPT OF TRANSP 2009 (WAS)
 DM3575'RECOVERED AS DESCRIBED.
 DM3575'
 DM3575'NOTE - THE STATION MARK CONSISTS OF A 3/4 INCH (19 MM) DIAMETER
 DM3575'ALUMINUM ROD DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL MARK
 DM3575'REMOVABLE DISK SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY
 DM3575'A SIX-INCH PVC PIPE BACKFILLED WITH WASHED SAND.
 DM3575
 DM3575                          STATION RECOVERY (2021)
 DM3575
 DM3575'RECOVERY NOTE BY MN DEPT OF TRANSP 2021 (TJD)
 DM3575'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DM3576 ***********************************************************************
 DM3576  DESIGNATION -  1204 X
 DM3576  PID         -  DM3576
 DM3576  STATE/COUNTY-  MN/CHIPPEWA
 DM3576  COUNTRY     -  US
 DM3576  USGS QUAD   -  MAYNARD (2019)
 DM3576
 DM3576                         *CURRENT SURVEY CONTROL
 DM3576  ______________________________________________________________________
 DM3576* NAD 83(2011) POSITION- 44 55 58.27838(N) 095 24 44.84064(W)   ADJUSTED
 DM3576* NAD 83(2011) ELLIP HT-   291.740 (meters)        (06/27/12)   ADJUSTED
 DM3576* NAD 83(2011) EPOCH   -  2010.00
 DM3576* NAVD 88 ORTHO HEIGHT -   318.358 (meters)     1044.48  (feet) ADJUSTED
 DM3576  ______________________________________________________________________
 DM3576  GEOID HEIGHT    -        -26.611 (meters)                     GEOID18
 DM3576  NAD 83(2011) X  -   -426,637.464 (meters)                     COMP
 DM3576  NAD 83(2011) Y  - -4,502,904.481 (meters)                     COMP
 DM3576  NAD 83(2011) Z  -  4,482,275.017 (meters)                     COMP
 DM3576  LAPLACE CORR    -         -3.19  (seconds)                    DEFLEC18
 DM3576  DYNAMIC HEIGHT  -        318.333 (meters)     1044.40  (feet) COMP
 DM3576  MODELED GRAVITY -    980,528.0   (mgal)                       NAVD 88
 DM3576
 DM3576  VERT ORDER      -  SECOND    CLASS I
 DM3576
 DM3576  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DM3576  Standards:
 DM3576         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DM3576            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DM3576  -------------------------------------------------------------------
 DM3576  NETWORK    0.21   0.31           0.09   0.08   0.16      0.03570013
 DM3576  -------------------------------------------------------------------
 DM3576  Click here for local accuracies and other accuracy information.
 DM3576
 DM3576.The horizontal coordinates were established by GPS observations
 DM3576.and adjusted by the National Geodetic Survey in June 2012.
 DM3576
 DM3576.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DM3576.been affixed to the stable North American tectonic plate. See 
 DM3576.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DM3576
 DM3576.The horizontal coordinates are valid at the epoch date displayed above
 DM3576.which is a decimal equivalence of Year/Month/Day.
 DM3576
 DM3576.The orthometric height was determined by differential leveling and
 DM3576.adjusted by the NATIONAL GEODETIC SURVEY
 DM3576.in December 2013.
 DM3576
 DM3576.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM3576.GEOID18 height accuracy estimate available here.
 DM3576
 DM3576.Click photographs - Photos may exist for this station.
 DM3576
 DM3576.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DM3576
 DM3576.The Laplace correction was computed from DEFLEC18 derived deflections.
 DM3576
 DM3576.The ellipsoidal height was determined by GPS observations
 DM3576.and is referenced to NAD 83.
 DM3576
 DM3576.The dynamic height is computed by dividing the NAVD 88
 DM3576.geopotential number by the normal gravity value computed on the
 DM3576.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM3576.degrees latitude (g = 980.6199 gals.).
 DM3576
 DM3576.The modeled gravity was interpolated from observed gravity values.
 DM3576
 DM3576. The following values were computed from the NAD 83(2011) position.
 DM3576
 DM3576;                    North         East     Units Scale Factor Converg.
 DM3576;SPC MN S     -   315,728.451   688,513.423   MT  0.99995035   -0 59 24.1
 DM3576;SPC MN S     - 1,035,852.43  2,258,897.79   sFT  0.99995035   -0 59 24.1
 DM3576;UTM  15      - 4,978,322.814   309,639.431   MT  1.00004561   -1 42 15.7
 DM3576
 DM3576!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DM3576!SPC MN S     -   0.99995426  x   0.99995035  =   0.99990461
 DM3576!UTM  15      -   0.99995426  x   1.00004561  =   0.99999987
 DM3576
 DM3576_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUK0963978322(NAD 83)
 DM3576
 DM3576                          SUPERSEDED SURVEY CONTROL
 DM3576
 DM3576  NAD 83(2007)-  44 55 58.27858(N)    095 24 44.84119(W) AD(2002.00) 1
 DM3576  ELLIP H (08/04/10)  291.769  (m)                       GP(2002.00) 3 1
 DM3576  NAVD 88             318.36   (m)         1044.5    (f) LEVELING    3  
 DM3576
 DM3576.Superseded values are not recommended for survey control.
 DM3576
 DM3576.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DM3576.See file dsdata.pdf to determine how the superseded data were derived.
 DM3576
 DM3576_MARKER: I = METAL ROD
 DM3576_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DM3576_STAMPING: 1204 X 2009
 DM3576_MARK LOGO: MNDT
 DM3576_PROJECTION: RECESSED 3 CENTIMETERS
 DM3576_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DM3576_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DM3576_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DM3576+SATELLITE: SATELLITE OBSERVATIONS - May 19, 2021
 DM3576_ROD/PIPE-DEPTH: 6.1 meters
 DM3576
 DM3576  HISTORY     - Date     Condition        Report By
 DM3576  HISTORY     - 2009     MONUMENTED       MNDT
 DM3576  HISTORY     - 2009     GOOD             MNDT
 DM3576  HISTORY     - 20210519 GOOD             MNDT
 DM3576
 DM3576                          STATION DESCRIPTION
 DM3576
 DM3576'DESCRIBED BY MN DEPT OF TRANSP 2009
 DM3576'1.9 MILES SOUTHWEST OF CLARA CITY, 2.35 MILES SOUTHWEST ALONG TRUNK
 DM3576'HIGHWAY 23 FROM THE JUNCTION OF TRUNK HIGHWAY 23 AND TRUNK HIGHWAY 7
 DM3576'IN CLARA CITY, AT TRUNK HIGHWAY 23 MILEPOINT 122.7, 89.8 FEET
 DM3576'SOUTHEAST OF TRUNK HIGHWAY 23, 12.3 FEET NORTHWEST OF POWER POLE, 1.3
 DM3576'FEET NORTHWEST OF WITNESS POST.
 DM3576
 DM3576                          STATION RECOVERY (2009)
 DM3576
 DM3576'RECOVERY NOTE BY MN DEPT OF TRANSP 2009 (WAS)
 DM3576'RECOVERED AS DESCRIBED.
 DM3576'
 DM3576'NOTE - THE STATION MARK CONSISTS OF A 3/4 INCH (19 MM) DIAMETER
 DM3576'ALUMINUM ROD DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL MARK
 DM3576'REMOVABLE DISK SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY
 DM3576'A SIX-INCH PVC PIPE BACKFILLED WITH WASHED SAND.
 DM3576
 DM3576                          STATION RECOVERY (2021)
 DM3576
 DM3576'RECOVERY NOTE BY MN DEPT OF TRANSP 2021 (TJD)
 DM3576'1.9 MI (3.1 KM) SOUTHWEST OF CLARA CITY, 2.35 MI (3.78 KM) SOUTHWEST
 DM3576'ALONG TRUNK HIGHWAY 23 FROM THE JUNCTION OF TRUNK HIGHWAY 23 AND TRUNK
 DM3576'HIGHWAY 7 IN CLARA CITY, AT TRUNK HIGHWAY 23 MILE POINT 122.7, 89.8 FT
 DM3576'(27.4 M) SOUTHEAST OF TRUNK HIGHWAY 23, 12.3 FT (3.7 M) NORTHWEST OF A
 DM3576'POWER POLE, 12.2 FT (3.7 M) NORTHWEST OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DM3821 ***********************************************************************
 DM3821  DESIGNATION -  1205 A
 DM3821  PID         -  DM3821
 DM3821  STATE/COUNTY-  MN/CHIPPEWA
 DM3821  COUNTRY     -  US
 DM3821  USGS QUAD   -  CLARA CITY (2019)
 DM3821
 DM3821                         *CURRENT SURVEY CONTROL
 DM3821  ______________________________________________________________________
 DM3821* NAD 83(1986) POSITION- 44 57 25.08   (N) 095 21 44.94   (W)   HD_HELD1
 DM3821* NAVD 88 ORTHO HEIGHT -   321.699 (meters)     1055.44  (feet) ADJUSTED
 DM3821  ______________________________________________________________________
 DM3821  GEOID HEIGHT    -        -26.643 (meters)                     GEOID18
 DM3821  DYNAMIC HEIGHT  -        321.673 (meters)     1055.36  (feet) COMP
 DM3821  MODELED GRAVITY -    980,527.0   (mgal)                       NAVD 88
 DM3821
 DM3821  VERT ORDER      -  SECOND    CLASS I
 DM3821
 DM3821.The horizontal coordinates were determined by differentially corrected
 DM3821.hand held GPS observations or other comparable positioning techniques
 DM3821.and have an estimated accuracy of +/- 3 meters.
 DM3821
 DM3821.The orthometric height was determined by differential leveling and
 DM3821.adjusted by the NATIONAL GEODETIC SURVEY
 DM3821.in November 2011.
 DM3821
 DM3821.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM3821.GEOID18 height accuracy estimate available here.
 DM3821
 DM3821.Click photographs - Photos may exist for this station.
 DM3821
 DM3821.The dynamic height is computed by dividing the NAVD 88
 DM3821.geopotential number by the normal gravity value computed on the
 DM3821.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM3821.degrees latitude (g = 980.6199 gals.).
 DM3821
 DM3821.The modeled gravity was interpolated from observed gravity values.
 DM3821
 DM3821;                    North         East    Units  Estimated Accuracy
 DM3821;SPC MN S     -   318,340.5     692,502.1     MT  (+/- 3 meters HH1 GPS) 
 DM3821
 DM3821_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUK1366080885(NAD 83)
 DM3821
 DM3821                          SUPERSEDED SURVEY CONTROL
 DM3821
 DM3821.No superseded survey control is available for this station.
 DM3821
 DM3821_MARKER: DD = SURVEY DISK
 DM3821_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DM3821_SP_SET: BRIDGE RAILING
 DM3821_STAMPING: 1205 A 2000
 DM3821_MARK LOGO: MNDT
 DM3821_MAGNETIC: N = NO MAGNETIC MATERIAL
 DM3821_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DM3821_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DM3821+SATELLITE: SATELLITE OBSERVATIONS - May 13, 2009
 DM3821
 DM3821  HISTORY     - Date     Condition        Report By
 DM3821  HISTORY     - 2000     MONUMENTED       MNDT
 DM3821  HISTORY     - 20060215 GOOD             MNDT
 DM3821  HISTORY     - 20090513 GOOD             MNDT
 DM3821
 DM3821                          STATION DESCRIPTION
 DM3821
 DM3821'DESCRIBED BY MN DEPT OF TRANSP 2006 (DAS)
 DM3821'THE MARK IS LOCATED ABOUT 7.3 MI (11.7 KM) WEST-SOUTHWEST OF RAYMOND,
 DM3821'6.2 MI (10.0 KM) EAST-NORTHEAST OF MAYNARD AND IN THE NORTHEAST EDGE
 DM3821'OF CLARA CITY MINNESOTA.
 DM3821'
 DM3821'TO REACH THE MARK FROM THE JUNCTION OF TRUNK HIGHWAY 23 AND TRUNK
 DM3821'HIGHWAY 7 IN CLARA CITY, GO 0.8 MI (1.3 KM) NORTHEAST ALONG TRUNK
 DM3821'HIGHWAY 23 TO MILE POINT 125.9 AND BRIDGE NUMBER 12012 OVER A DRAINAGE
 DM3821'DITCH.
 DM3821'
 DM3821'THE MARK IS FOUND IN NORTHEAST END SOUTHEAST CORNER OF THE BRIDGE,
 DM3821'24.5 FT (7.5 M) SOUTHEAST OF TRUNK HIGHWAY 23, 2.8 FT (0.9 M) ABOVE
 DM3821'THE BRIDGE DECK IN THE CRASH BARRIER TO GUARDRAIL TRANSITION.
 DM3821
 DM3821                          STATION RECOVERY (2009)
 DM3821
 DM3821'RECOVERY NOTE BY MN DEPT OF TRANSP 2009 (WAS)
 DM3821'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DM3577 ***********************************************************************
 DM3577  DESIGNATION -  1205 B
 DM3577  PID         -  DM3577
 DM3577  STATE/COUNTY-  MN/CHIPPEWA
 DM3577  COUNTRY     -  US
 DM3577  USGS QUAD   -  CLARA CITY (2019)
 DM3577
 DM3577                         *CURRENT SURVEY CONTROL
 DM3577  ______________________________________________________________________
 DM3577* NAD 83(2011) POSITION- 44 57 19.15848(N) 095 22 00.21336(W)   ADJUSTED
 DM3577* NAD 83(2011) ELLIP HT-   295.517 (meters)        (06/27/12)   ADJUSTED
 DM3577* NAD 83(2011) EPOCH   -  2010.00
 DM3577* NAVD 88 ORTHO HEIGHT -   322.155 (meters)     1056.94  (feet) ADJUSTED
 DM3577  ______________________________________________________________________
 DM3577  GEOID HEIGHT    -        -26.641 (meters)                     GEOID18
 DM3577  NAD 83(2011) X  -   -422,878.680 (meters)                     COMP
 DM3577  NAD 83(2011) Y  - -4,501,490.135 (meters)                     COMP
 DM3577  NAD 83(2011) Z  -  4,484,044.949 (meters)                     COMP
 DM3577  LAPLACE CORR    -         -2.73  (seconds)                    DEFLEC18
 DM3577  DYNAMIC HEIGHT  -        322.129 (meters)     1056.85  (feet) COMP
 DM3577  MODELED GRAVITY -    980,527.1   (mgal)                       NAVD 88
 DM3577
 DM3577  VERT ORDER      -  SECOND    CLASS I
 DM3577
 DM3577  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DM3577  Standards:
 DM3577         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DM3577            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DM3577  -------------------------------------------------------------------
 DM3577  NETWORK    0.37   0.45           0.17   0.13   0.23      0.09123379
 DM3577  -------------------------------------------------------------------
 DM3577  Click here for local accuracies and other accuracy information.
 DM3577
 DM3577.The horizontal coordinates were established by GPS observations
 DM3577.and adjusted by the National Geodetic Survey in June 2012.
 DM3577
 DM3577.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DM3577.been affixed to the stable North American tectonic plate. See 
 DM3577.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DM3577
 DM3577.The horizontal coordinates are valid at the epoch date displayed above
 DM3577.which is a decimal equivalence of Year/Month/Day.
 DM3577
 DM3577.The orthometric height was determined by differential leveling and
 DM3577.adjusted by the NATIONAL GEODETIC SURVEY
 DM3577.in December 2013.
 DM3577
 DM3577.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM3577.GEOID18 height accuracy estimate available here.
 DM3577
 DM3577.Click photographs - Photos may exist for this station.
 DM3577
 DM3577.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DM3577
 DM3577.The Laplace correction was computed from DEFLEC18 derived deflections.
 DM3577
 DM3577.The ellipsoidal height was determined by GPS observations
 DM3577.and is referenced to NAD 83.
 DM3577
 DM3577.The dynamic height is computed by dividing the NAVD 88
 DM3577.geopotential number by the normal gravity value computed on the
 DM3577.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM3577.degrees latitude (g = 980.6199 gals.).
 DM3577
 DM3577.The modeled gravity was interpolated from observed gravity values.
 DM3577
 DM3577. The following values were computed from the NAD 83(2011) position.
 DM3577
 DM3577;                    North         East     Units Scale Factor Converg.
 DM3577;SPC MN S     -   318,163.361   692,164.322   MT  0.99995338   -0 57 28.7
 DM3577;SPC MN S     - 1,043,840.96  2,270,875.78   sFT  0.99995338   -0 57 28.7
 DM3577;UTM  15      - 4,980,712.209   313,320.725   MT  1.00002854   -1 40 21.7
 DM3577
 DM3577!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DM3577!SPC MN S     -   0.99995367  x   0.99995338  =   0.99990705
 DM3577!UTM  15      -   0.99995367  x   1.00002854  =   0.99998221
 DM3577
 DM3577_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUK1332080712(NAD 83)
 DM3577
 DM3577                          SUPERSEDED SURVEY CONTROL
 DM3577
 DM3577  NAD 83(2007)-  44 57 19.15881(N)    095 22 00.21390(W) AD(2002.00) 1
 DM3577  ELLIP H (08/04/10)  295.541  (m)                       GP(2002.00) 3 1
 DM3577  NAVD 88             322.16   (m)         1057.0    (f) LEVELING    3  
 DM3577
 DM3577.Superseded values are not recommended for survey control.
 DM3577
 DM3577.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DM3577.See file dsdata.pdf to determine how the superseded data were derived.
 DM3577
 DM3577_MARKER: I = METAL ROD
 DM3577_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DM3577_STAMPING: 1205 B 2009
 DM3577_MARK LOGO: MNDT
 DM3577_PROJECTION: RECESSED 5 CENTIMETERS
 DM3577_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DM3577_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DM3577_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DM3577+SATELLITE: SATELLITE OBSERVATIONS - November 05, 2019
 DM3577_ROD/PIPE-DEPTH: 7.6 meters
 DM3577
 DM3577  HISTORY     - Date     Condition        Report By
 DM3577  HISTORY     - 2009     MONUMENTED       MNDT
 DM3577  HISTORY     - 2009     GOOD             MNDT
 DM3577  HISTORY     - 20191105 GOOD             MNDT
 DM3577
 DM3577                          STATION DESCRIPTION
 DM3577
 DM3577'DESCRIBED BY MN DEPT OF TRANSP 2009
 DM3577'IN CLARA CITY, 0.55 MILE NORTHEAST ALONG TRUNK HIGHWAY 23 FROM THE
 DM3577'JUNCTION OF TRUNK HIGHWAY 23 AND TRUNK HIGHWAY 7 IN CLARA CITY, AT
 DM3577'TRUNK HIGHWAY 23 MILEPOINT 125.70, 146.0 FEET NORTHWEST OF TRUNK
 DM3577'HIGHWAY 23, 46.2 FEET SOUTHWEST OF COUNTY ROAD 2, 32.6 FEET SOUTHEAST
 DM3577'OF SOUTHEAST RAIL OF RAILROAD TRACKS, 1.2 FEET SOUTH OF WITNESS POST.
 DM3577
 DM3577                          STATION RECOVERY (2009)
 DM3577
 DM3577'RECOVERY NOTE BY MN DEPT OF TRANSP 2009 (WAS)
 DM3577'RECOVERED AS DESCRIBED.
 DM3577
 DM3577                          STATION RECOVERY (2019)
 DM3577
 DM3577'RECOVERY NOTE BY MN DEPT OF TRANSP 2019 (DAS)
 DM3577'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DM3578 ***********************************************************************
 DM3578  DESIGNATION -  1205 C
 DM3578  PID         -  DM3578
 DM3578  STATE/COUNTY-  MN/CHIPPEWA
 DM3578  COUNTRY     -  US
 DM3578  USGS QUAD   -  CLARA CITY (2019)
 DM3578
 DM3578                         *CURRENT SURVEY CONTROL
 DM3578  ______________________________________________________________________
 DM3578* NAD 83(2011) POSITION- 44 58 04.56722(N) 095 20 22.36152(W)   ADJUSTED
 DM3578* NAD 83(2011) ELLIP HT-   297.235 (meters)        (06/27/12)   ADJUSTED
 DM3578* NAD 83(2011) EPOCH   -  2010.00
 DM3578* NAVD 88 ORTHO HEIGHT -   323.890 (meters)     1062.63  (feet) ADJUSTED
 DM3578  ______________________________________________________________________
 DM3578  GEOID HEIGHT    -        -26.655 (meters)                     GEOID18
 DM3578  NAD 83(2011) X  -   -420,651.063 (meters)                     COMP
 DM3578  NAD 83(2011) Y  - -4,500,705.178 (meters)                     COMP
 DM3578  NAD 83(2011) Z  -  4,485,038.064 (meters)                     COMP
 DM3578  LAPLACE CORR    -         -2.41  (seconds)                    DEFLEC18
 DM3578  DYNAMIC HEIGHT  -        323.864 (meters)     1062.54  (feet) COMP
 DM3578  MODELED GRAVITY -    980,526.9   (mgal)                       NAVD 88
 DM3578
 DM3578  VERT ORDER      -  SECOND    CLASS I
 DM3578
 DM3578  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DM3578  Standards:
 DM3578         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DM3578            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DM3578  -------------------------------------------------------------------
 DM3578  NETWORK    0.32   0.35           0.15   0.10   0.18      0.12730082
 DM3578  -------------------------------------------------------------------
 DM3578  Click here for local accuracies and other accuracy information.
 DM3578
 DM3578.The horizontal coordinates were established by GPS observations
 DM3578.and adjusted by the National Geodetic Survey in June 2012.
 DM3578
 DM3578.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DM3578.been affixed to the stable North American tectonic plate. See 
 DM3578.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DM3578
 DM3578.The horizontal coordinates are valid at the epoch date displayed above
 DM3578.which is a decimal equivalence of Year/Month/Day.
 DM3578
 DM3578.The orthometric height was determined by differential leveling and
 DM3578.adjusted by the NATIONAL GEODETIC SURVEY
 DM3578.in December 2013.
 DM3578
 DM3578.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM3578.GEOID18 height accuracy estimate available here.
 DM3578
 DM3578.Click photographs - Photos may exist for this station.
 DM3578
 DM3578.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DM3578
 DM3578.The Laplace correction was computed from DEFLEC18 derived deflections.
 DM3578
 DM3578.The ellipsoidal height was determined by GPS observations
 DM3578.and is referenced to NAD 83.
 DM3578
 DM3578.The dynamic height is computed by dividing the NAVD 88
 DM3578.geopotential number by the normal gravity value computed on the
 DM3578.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM3578.degrees latitude (g = 980.6199 gals.).
 DM3578
 DM3578.The modeled gravity was interpolated from observed gravity values.
 DM3578
 DM3578. The following values were computed from the NAD 83(2011) position.
 DM3578
 DM3578;                    North         East     Units Scale Factor Converg.
 DM3578;SPC MN S     -   319,529.363   694,331.703   MT  0.99995515   -0 56 20.1
 DM3578;SPC MN S     - 1,048,322.59  2,277,986.60   sFT  0.99995515   -0 56 20.1
 DM3578;UTM  15      - 4,982,051.158   315,505.131   MT  1.00001856   -1 39 13.8
 DM3578
 DM3578!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DM3578!SPC MN S     -   0.99995340  x   0.99995515  =   0.99990855
 DM3578!UTM  15      -   0.99995340  x   1.00001856  =   0.99997196
 DM3578
 DM3578:                Primary Azimuth Mark                     Grid Az
 DM3578:SPC MN S     -  NATHAN                                   203 35 11.3
 DM3578:UTM  15      -  NATHAN                                   204 18 05.0
 DM3578
 DM3578_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUK1550582051(NAD 83)
 DM3578
 DM3578|---------------------------------------------------------------------|
 DM3578| PID    Reference Object                     Distance      Geod. Az  |
 DM3578|                                                           dddmmss.s |
 DM3578| DM3603 NATHAN                              APPROX. 0.5 KM 2023851.2 |
 DM3578|---------------------------------------------------------------------|
 DM3578
 DM3578                          SUPERSEDED SURVEY CONTROL
 DM3578
 DM3578  NAD 83(2007)-  44 58 04.56742(N)    095 20 22.36199(W) AD(2002.00) 1
 DM3578  ELLIP H (08/04/10)  297.259  (m)                       GP(2002.00) 3 1
 DM3578  NAVD 88             323.89   (m)         1062.6    (f) LEVELING    3  
 DM3578
 DM3578.Superseded values are not recommended for survey control.
 DM3578
 DM3578.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DM3578.See file dsdata.pdf to determine how the superseded data were derived.
 DM3578
 DM3578_MARKER: I = METAL ROD
 DM3578_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DM3578_STAMPING: 1205 C 2009
 DM3578_MARK LOGO: MNDT
 DM3578_PROJECTION: RECESSED 5 CENTIMETERS
 DM3578_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DM3578_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DM3578_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DM3578+SATELLITE: SATELLITE OBSERVATIONS - 2009
 DM3578_ROD/PIPE-DEPTH: 6.1 meters
 DM3578
 DM3578  HISTORY     - Date     Condition        Report By
 DM3578  HISTORY     - 2009     MONUMENTED       MNDT
 DM3578  HISTORY     - 2009     GOOD             MNDT
 DM3578
 DM3578                          STATION DESCRIPTION
 DM3578
 DM3578'DESCRIBED BY MN DEPT OF TRANSP 2009
 DM3578'2.3 MILES NORTHEAST OF CLARA CITY, 2.15 MILES NORTHEAST ALONG TRUNK
 DM3578'HIGHWAY 23 FROM THE JUNCTION OF TRUNK HIGHWAY 23 AND TRUNK HIGHWAY 7
 DM3578'IN CLARA CITY, AT TRUNK HIGHWAY 23 MILEPOINT 127.25, 73.8 FEET
 DM3578'SOUTHEAST OF TRUNK HIGHWAY 23, 50.4 FEET SOUTHWEST OF FIELD ENTRANCE,
 DM3578'6.8 FEET SOUTHWEST OF RIGHT-OF-WAY POST, 1.3 FEET NORTHWEST OF WITNESS
 DM3578'POST.
 DM3578
 DM3578                          STATION RECOVERY (2009)
 DM3578
 DM3578'RECOVERY NOTE BY MN DEPT OF TRANSP 2009 (WAS)
 DM3578'RECOVERED AS DESCRIBED.
 DM3578'
 DM3578'NOTE - THE STATION MARK CONSISTS OF A 3/4 INCH (19 MM) DIAMETER
 DM3578'ALUMINUM ROD DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL MARK
 DM3578'REMOVABLE DISK SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY
 DM3578'A SIX-INCH PVC PIPE BACKFILLED WITH WASHED SAND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DM3579 ***********************************************************************
 DM3579  DESIGNATION -  1205 D
 DM3579  PID         -  DM3579
 DM3579  STATE/COUNTY-  MN/CHIPPEWA
 DM3579  COUNTRY     -  US
 DM3579  USGS QUAD   -  CLARA CITY (2019)
 DM3579
 DM3579                         *CURRENT SURVEY CONTROL
 DM3579  ______________________________________________________________________
 DM3579* NAD 83(2011) POSITION- 44 58 42.07324(N) 095 19 04.03506(W)   ADJUSTED
 DM3579* NAD 83(2011) ELLIP HT-   300.343 (meters)        (06/27/12)   ADJUSTED
 DM3579* NAD 83(2011) EPOCH   -  2010.00
 DM3579* NAVD 88 ORTHO HEIGHT -   326.998 (meters)     1072.83  (feet) ADJUSTED
 DM3579  ______________________________________________________________________
 DM3579  GEOID HEIGHT    -        -26.663 (meters)                     GEOID18
 DM3579  NAD 83(2011) X  -   -418,866.306 (meters)                     COMP
 DM3579  NAD 83(2011) Y  - -4,500,051.957 (meters)                     COMP
 DM3579  NAD 83(2011) Z  -  4,485,859.373 (meters)                     COMP
 DM3579  LAPLACE CORR    -         -2.28  (seconds)                    DEFLEC18
 DM3579  DYNAMIC HEIGHT  -        326.972 (meters)     1072.74  (feet) COMP
 DM3579  MODELED GRAVITY -    980,526.9   (mgal)                       NAVD 88
 DM3579
 DM3579  VERT ORDER      -  SECOND    CLASS I
 DM3579
 DM3579  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DM3579  Standards:
 DM3579         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DM3579            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DM3579  -------------------------------------------------------------------
 DM3579  NETWORK    0.29   0.35           0.13   0.10   0.18      0.05654703
 DM3579  -------------------------------------------------------------------
 DM3579  Click here for local accuracies and other accuracy information.
 DM3579
 DM3579.The horizontal coordinates were established by GPS observations
 DM3579.and adjusted by the National Geodetic Survey in June 2012.
 DM3579
 DM3579.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DM3579.been affixed to the stable North American tectonic plate. See 
 DM3579.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DM3579
 DM3579.The horizontal coordinates are valid at the epoch date displayed above
 DM3579.which is a decimal equivalence of Year/Month/Day.
 DM3579
 DM3579.The orthometric height was determined by differential leveling and
 DM3579.adjusted by the NATIONAL GEODETIC SURVEY
 DM3579.in December 2013.
 DM3579
 DM3579.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM3579.GEOID18 height accuracy estimate available here.
 DM3579
 DM3579.Click photographs - Photos may exist for this station.
 DM3579
 DM3579.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DM3579
 DM3579.The Laplace correction was computed from DEFLEC18 derived deflections.
 DM3579
 DM3579.The ellipsoidal height was determined by GPS observations
 DM3579.and is referenced to NAD 83.
 DM3579
 DM3579.The dynamic height is computed by dividing the NAVD 88
 DM3579.geopotential number by the normal gravity value computed on the
 DM3579.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM3579.degrees latitude (g = 980.6199 gals.).
 DM3579
 DM3579.The modeled gravity was interpolated from observed gravity values.
 DM3579
 DM3579. The following values were computed from the NAD 83(2011) position.
 DM3579
 DM3579;                    North         East     Units Scale Factor Converg.
 DM3579;SPC MN S     -   320,659.067   696,066.518   MT  0.99995665   -0 55 25.2
 DM3579;SPC MN S     - 1,052,028.96  2,283,678.23   sFT  0.99995665   -0 55 25.2
 DM3579;UTM  15      - 4,983,159.191   317,254.010   MT  1.00001066   -1 38 19.5
 DM3579
 DM3579!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DM3579!SPC MN S     -   0.99995291  x   0.99995665  =   0.99990956
 DM3579!UTM  15      -   0.99995291  x   1.00001066  =   0.99996357
 DM3579
 DM3579_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUK1725483159(NAD 83)
 DM3579
 DM3579                          SUPERSEDED SURVEY CONTROL
 DM3579
 DM3579  NAD 83(2007)-  44 58 42.07337(N)    095 19 04.03559(W) AD(2002.00) 1
 DM3579  ELLIP H (08/04/10)  300.364  (m)                       GP(2002.00) 3 1
 DM3579  NAVD 88             327.00   (m)         1072.8    (f) LEVELING    3  
 DM3579
 DM3579.Superseded values are not recommended for survey control.
 DM3579
 DM3579.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DM3579.See file dsdata.pdf to determine how the superseded data were derived.
 DM3579
 DM3579_MARKER: I = METAL ROD
 DM3579_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DM3579_STAMPING: 1205 D 2009
 DM3579_MARK LOGO: MNDT
 DM3579_PROJECTION: RECESSED 8 CENTIMETERS
 DM3579_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DM3579_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DM3579_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DM3579+SATELLITE: SATELLITE OBSERVATIONS - 2009
 DM3579_ROD/PIPE-DEPTH: 6.1 meters
 DM3579
 DM3579  HISTORY     - Date     Condition        Report By
 DM3579  HISTORY     - 2009     MONUMENTED       MNDT
 DM3579  HISTORY     - 2009     GOOD             MNDT
 DM3579
 DM3579                          STATION DESCRIPTION
 DM3579
 DM3579'DESCRIBED BY MN DEPT OF TRANSP 2009
 DM3579'3.6 MILES NORTHEAST OF CLARA CITY, 3.4 MILES NORTHEAST ALONG TRUNK
 DM3579'HIGHWAY 23 FROM THE JUNCTION OF TRUNK HIGHWAY 23 AND TRUNK HIGHWAY 7
 DM3579'IN CLARA CITY, AT TRUNK HIGHWAY 23 MILEPOINT 128.5, 74.2 FEET
 DM3579'SOUTHEAST OF TRUNK HIGHWAY 23, 29.7 FEET NORTHEAST OF 30TH STREET
 DM3579'SOUTHEAST, 3.0 FEET SOUTHWEST OF RIGHT-OF-WAY POST, 3.0 FEET SOUTHWEST
 DM3579'OF WITNESS POST.
 DM3579
 DM3579                          STATION RECOVERY (2009)
 DM3579
 DM3579'RECOVERY NOTE BY MN DEPT OF TRANSP 2009 (WAS)
 DM3579'RECOVERED AS DESCRIBED.
 DM3579'
 DM3579'NOTE - THE STATION MARK CONSISTS OF A 3/4 INCH (19 MM) DIAMETER
 DM3579'ALUMINUM ROD DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL MARK
 DM3579'REMOVABLE DISK SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY
 DM3579'A SIX-INCH PVC PIPE BACKFILLED WITH WASHED SAND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DM3580 ***********************************************************************
 DM3580  DESIGNATION -  1205 E
 DM3580  PID         -  DM3580
 DM3580  STATE/COUNTY-  MN/CHIPPEWA
 DM3580  COUNTRY     -  US
 DM3580  USGS QUAD   -  CLARA CITY (2019)
 DM3580
 DM3580                         *CURRENT SURVEY CONTROL
 DM3580  ______________________________________________________________________
 DM3580* NAD 83(2011) POSITION- 44 59 14.62514(N) 095 17 56.44322(W)   ADJUSTED
 DM3580* NAD 83(2011) ELLIP HT-   300.320 (meters)        (06/27/12)   ADJUSTED
 DM3580* NAD 83(2011) EPOCH   -  2010.00
 DM3580* NAVD 88 ORTHO HEIGHT -   326.986 (meters)     1072.79  (feet) ADJUSTED
 DM3580  ______________________________________________________________________
 DM3580  GEOID HEIGHT    -        -26.670 (meters)                     GEOID18
 DM3580  NAD 83(2011) X  -   -417,326.034 (meters)                     COMP
 DM3580  NAD 83(2011) Y  - -4,499,481.622 (meters)                     COMP
 DM3580  NAD 83(2011) Z  -  4,486,570.155 (meters)                     COMP
 DM3580  LAPLACE CORR    -         -2.17  (seconds)                    DEFLEC18
 DM3580  DYNAMIC HEIGHT  -        326.959 (meters)     1072.70  (feet) COMP
 DM3580  MODELED GRAVITY -    980,527.1   (mgal)                       NAVD 88
 DM3580
 DM3580  VERT ORDER      -  SECOND    CLASS I
 DM3580
 DM3580  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DM3580  Standards:
 DM3580         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DM3580            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DM3580  -------------------------------------------------------------------
 DM3580  NETWORK    0.34   0.39           0.15   0.13   0.20     -0.10621822
 DM3580  -------------------------------------------------------------------
 DM3580  Click here for local accuracies and other accuracy information.
 DM3580
 DM3580.The horizontal coordinates were established by GPS observations
 DM3580.and adjusted by the National Geodetic Survey in June 2012.
 DM3580
 DM3580.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DM3580.been affixed to the stable North American tectonic plate. See 
 DM3580.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DM3580
 DM3580.The horizontal coordinates are valid at the epoch date displayed above
 DM3580.which is a decimal equivalence of Year/Month/Day.
 DM3580
 DM3580.The orthometric height was determined by differential leveling and
 DM3580.adjusted by the NATIONAL GEODETIC SURVEY
 DM3580.in December 2013.
 DM3580
 DM3580.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM3580.GEOID18 height accuracy estimate available here.
 DM3580
 DM3580.Click photographs - Photos may exist for this station.
 DM3580
 DM3580.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DM3580
 DM3580.The Laplace correction was computed from DEFLEC18 derived deflections.
 DM3580
 DM3580.The ellipsoidal height was determined by GPS observations
 DM3580.and is referenced to NAD 83.
 DM3580
 DM3580.The dynamic height is computed by dividing the NAVD 88
 DM3580.geopotential number by the normal gravity value computed on the
 DM3580.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM3580.degrees latitude (g = 980.6199 gals.).
 DM3580
 DM3580.The modeled gravity was interpolated from observed gravity values.
 DM3580
 DM3580. The following values were computed from the NAD 83(2011) position.
 DM3580
 DM3580;                    North         East     Units Scale Factor Converg.
 DM3580;SPC MN S     -   321,640.067   697,563.178   MT  0.99995798   -0 54 37.8
 DM3580;SPC MN S     - 1,055,247.45  2,288,588.53   sFT  0.99995798   -0 54 37.8
 DM3580;UTM  15      - 4,984,121.482   318,762.874   MT  1.00000391   -1 37 32.6
 DM3580
 DM3580!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DM3580!SPC MN S     -   0.99995292  x   0.99995798  =   0.99991090
 DM3580!UTM  15      -   0.99995292  x   1.00000391  =   0.99995683
 DM3580
 DM3580_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUK1876284121(NAD 83)
 DM3580
 DM3580                          SUPERSEDED SURVEY CONTROL
 DM3580
 DM3580  NAD 83(2007)-  44 59 14.62530(N)    095 17 56.44388(W) AD(2002.00) 1
 DM3580  ELLIP H (08/04/10)  300.338  (m)                       GP(2002.00) 3 1
 DM3580  NAVD 88             326.99   (m)         1072.8    (f) LEVELING    3  
 DM3580
 DM3580.Superseded values are not recommended for survey control.
 DM3580
 DM3580.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DM3580.See file dsdata.pdf to determine how the superseded data were derived.
 DM3580
 DM3580_MARKER: I = METAL ROD
 DM3580_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DM3580_STAMPING: 1205 E 2009
 DM3580_MARK LOGO: MNDT
 DM3580_PROJECTION: RECESSED 15 CENTIMETERS
 DM3580_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DM3580_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DM3580_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DM3580+SATELLITE: SATELLITE OBSERVATIONS - May 19, 2021
 DM3580_ROD/PIPE-DEPTH: 15.2 meters
 DM3580
 DM3580  HISTORY     - Date     Condition        Report By
 DM3580  HISTORY     - 2009     MONUMENTED       MNDT
 DM3580  HISTORY     - 2009     GOOD             MNDT
 DM3580  HISTORY     - 20210519 GOOD             MNDT
 DM3580
 DM3580                          STATION DESCRIPTION
 DM3580
 DM3580'DESCRIBED BY MN DEPT OF TRANSP 2009
 DM3580'4.7 MILES NORTHEAST OF CLARA CITY, 4.55 MILES NORTHEAST ALONG TRUNK
 DM3580'HIGHWAY 23 FROM THE JUNCTION OF TRUNK HIGHWAY 23 AND TRUNK HIGHWAY 7
 DM3580'IN CLARA CITY, AT TRUNK HIGHWAY 23 MILEPOINT 129.6, 52.4 FEET
 DM3580'SOUTHEAST OF TRUNK HIGHWAY 23, 34.4 FEET SOUTHWEST OF FIELD ENTRANCE,
 DM3580'1.9 FEET NORTHWEST OF WITNESS POST.
 DM3580
 DM3580                          STATION RECOVERY (2009)
 DM3580
 DM3580'RECOVERY NOTE BY MN DEPT OF TRANSP 2009 (WAS)
 DM3580'RECOVERED AS DESCRIBED.
 DM3580'
 DM3580'THE STATION MARK CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM ROD
 DM3580'DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL MARK REMOVABLE DISK SET
 DM3580'ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH PVC PIPE
 DM3580'BACKFILLED WITH WASHED SAND.
 DM3580
 DM3580                          STATION RECOVERY (2021)
 DM3580
 DM3580'RECOVERY NOTE BY MN DEPT OF TRANSP 2021 (TJD)
 DM3580'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DM3581 ***********************************************************************
 DM3581  DESIGNATION -  1205 F
 DM3581  PID         -  DM3581
 DM3581  STATE/COUNTY-  MN/CHIPPEWA
 DM3581  COUNTRY     -  US
 DM3581  USGS QUAD   -  CLARA CITY (2019)
 DM3581
 DM3581                         *CURRENT SURVEY CONTROL
 DM3581  ______________________________________________________________________
 DM3581* NAD 83(2011) POSITION- 44 59 46.14187(N) 095 16 50.18439(W)   ADJUSTED
 DM3581* NAD 83(2011) ELLIP HT-   305.403 (meters)        (06/27/12)   ADJUSTED
 DM3581* NAD 83(2011) EPOCH   -  2010.00
 DM3581* NAVD 88 ORTHO HEIGHT -   332.072 (meters)     1089.47  (feet) ADJUSTED
 DM3581  ______________________________________________________________________
 DM3581  GEOID HEIGHT    -        -26.676 (meters)                     GEOID18
 DM3581  NAD 83(2011) X  -   -415,817.658 (meters)                     COMP
 DM3581  NAD 83(2011) Y  - -4,498,934.056 (meters)                     COMP
 DM3581  NAD 83(2011) Z  -  4,487,261.837 (meters)                     COMP
 DM3581  LAPLACE CORR    -         -2.10  (seconds)                    DEFLEC18
 DM3581  DYNAMIC HEIGHT  -        332.045 (meters)     1089.38  (feet) COMP
 DM3581  MODELED GRAVITY -    980,527.4   (mgal)                       NAVD 88
 DM3581
 DM3581  VERT ORDER      -  SECOND    CLASS I
 DM3581
 DM3581  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DM3581  Standards:
 DM3581         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DM3581            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DM3581  -------------------------------------------------------------------
 DM3581  NETWORK    0.38   0.51           0.17   0.14   0.26      0.04079567
 DM3581  -------------------------------------------------------------------
 DM3581  Click here for local accuracies and other accuracy information.
 DM3581
 DM3581.The horizontal coordinates were established by GPS observations
 DM3581.and adjusted by the National Geodetic Survey in June 2012.
 DM3581
 DM3581.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DM3581.been affixed to the stable North American tectonic plate. See 
 DM3581.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DM3581
 DM3581.The horizontal coordinates are valid at the epoch date displayed above
 DM3581.which is a decimal equivalence of Year/Month/Day.
 DM3581
 DM3581.The orthometric height was determined by differential leveling and
 DM3581.adjusted by the NATIONAL GEODETIC SURVEY
 DM3581.in December 2013.
 DM3581
 DM3581.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM3581.GEOID18 height accuracy estimate available here.
 DM3581
 DM3581.Click photographs - Photos may exist for this station.
 DM3581
 DM3581.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DM3581
 DM3581.The Laplace correction was computed from DEFLEC18 derived deflections.
 DM3581
 DM3581.The ellipsoidal height was determined by GPS observations
 DM3581.and is referenced to NAD 83.
 DM3581
 DM3581.The dynamic height is computed by dividing the NAVD 88
 DM3581.geopotential number by the normal gravity value computed on the
 DM3581.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM3581.degrees latitude (g = 980.6199 gals.).
 DM3581
 DM3581.The modeled gravity was interpolated from observed gravity values.
 DM3581
 DM3581. The following values were computed from the NAD 83(2011) position.
 DM3581
 DM3581;                    North         East     Units Scale Factor Converg.
 DM3581;SPC MN S     -   322,589.924   699,029.689   MT  0.99995929   -0 53 51.4
 DM3581;SPC MN S     - 1,058,363.78  2,293,399.90   sFT  0.99995929   -0 53 51.4
 DM3581;UTM  15      - 4,985,052.997   320,241.191   MT  0.99999735   -1 36 46.6
 DM3581
 DM3581!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DM3581!SPC MN S     -   0.99995212  x   0.99995929  =   0.99991141
 DM3581!UTM  15      -   0.99995212  x   0.99999735  =   0.99994947
 DM3581
 DM3581:                Primary Azimuth Mark                     Grid Az
 DM3581:SPC MN S     -  1205 G                                   056 55 00.8
 DM3581:UTM  15      -  1205 G                                   057 37 56.0
 DM3581
 DM3581_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUK2024185052(NAD 83)
 DM3581
 DM3581|---------------------------------------------------------------------|
 DM3581| PID    Reference Object                     Distance      Geod. Az  |
 DM3581|                                                           dddmmss.s |
 DM3581| DM3582 1205 G                              APPROX. 1.1 KM 0560109.4 |
 DM3581|---------------------------------------------------------------------|
 DM3581
 DM3581                          SUPERSEDED SURVEY CONTROL
 DM3581
 DM3581  NAD 83(2007)-  44 59 46.14205(N)    095 16 50.18508(W) AD(2002.00) 1
 DM3581  ELLIP H (08/04/10)  305.425  (m)                       GP(2002.00) 3 1
 DM3581  NAVD 88             332.07   (m)         1089.5    (f) LEVELING    3  
 DM3581
 DM3581.Superseded values are not recommended for survey control.
 DM3581
 DM3581.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DM3581.See file dsdata.pdf to determine how the superseded data were derived.
 DM3581
 DM3581_MARKER: I = METAL ROD
 DM3581_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DM3581_STAMPING: 1205 F 2009
 DM3581_MARK LOGO: MNDT
 DM3581_PROJECTION: RECESSED 3 CENTIMETERS
 DM3581_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DM3581_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DM3581_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DM3581+SATELLITE: SATELLITE OBSERVATIONS - 2009
 DM3581_ROD/PIPE-DEPTH: 7.6 meters
 DM3581
 DM3581  HISTORY     - Date     Condition        Report By
 DM3581  HISTORY     - 2009     MONUMENTED       MNDT
 DM3581  HISTORY     - 2009     GOOD             MNDT
 DM3581
 DM3581                          STATION DESCRIPTION
 DM3581
 DM3581'DESCRIBED BY MN DEPT OF TRANSP 2009
 DM3581'2.1 MILES SOUTHWEST OF RAYMOND, 2.45 MILES SOUTHWEST ALONG TRUNK
 DM3581'HIGHWAY 23 FROM THE JUNCTION OF TRUNK HIGHWAY 23 AND COUNTY ROAD 7 IN
 DM3581'RAYMOND, AT TRUNK HIGHWAY 23 MILEPOINT 130.75, 65.5 FEET SOUTHEAST OF
 DM3581'TRUNK HIGHWAY 23, 33.3 FEET SOUTHWEST OF FIELD ENTRANCE, 1.3 FEET
 DM3581'NORTHWEST OF WITNESS POST.
 DM3581
 DM3581                          STATION RECOVERY (2009)
 DM3581
 DM3581'RECOVERY NOTE BY MN DEPT OF TRANSP 2009 (WAS)
 DM3581'RECOVERED AS DESCRIBED.
 DM3581'
 DM3581'NOTE - THE STATION MARK CONSISTS OF A 3/4 INCH (19 MM) DIAMETER
 DM3581'ALUMINUM ROD DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL MARK
 DM3581'REMOVABLE DISK SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY
 DM3581'A SIX-INCH PVC PIPE BACKFILLED WITH WASHED SAND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DM3582 ***********************************************************************
 DM3582  DESIGNATION -  1205 G
 DM3582  PID         -  DM3582
 DM3582  STATE/COUNTY-  MN/CHIPPEWA
 DM3582  COUNTRY     -  US
 DM3582  USGS QUAD   -  KERKHOVEN SE (2019)
 DM3582
 DM3582                         *CURRENT SURVEY CONTROL
 DM3582  ______________________________________________________________________
 DM3582* NAD 83(2011) POSITION- 45 00 06.41124(N) 095 16 07.79257(W)   ADJUSTED
 DM3582* NAD 83(2011) ELLIP HT-   302.087 (meters)        (06/27/12)   ADJUSTED
 DM3582* NAD 83(2011) EPOCH   -  2010.00
 DM3582* NAVD 88 ORTHO HEIGHT -   328.762 (meters)     1078.61  (feet) ADJUSTED
 DM3582  ______________________________________________________________________
 DM3582  GEOID HEIGHT    -        -26.680 (meters)                     GEOID18
 DM3582  NAD 83(2011) X  -   -414,852.176 (meters)                     COMP
 DM3582  NAD 83(2011) Y  - -4,498,576.496 (meters)                     COMP
 DM3582  NAD 83(2011) Z  -  4,487,701.968 (meters)                     COMP
 DM3582  LAPLACE CORR    -         -2.10  (seconds)                    DEFLEC18
 DM3582  DYNAMIC HEIGHT  -        328.735 (meters)     1078.52  (feet) COMP
 DM3582  MODELED GRAVITY -    980,525.6   (mgal)                       NAVD 88
 DM3582
 DM3582  VERT ORDER      -  SECOND    CLASS I
 DM3582
 DM3582  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DM3582  Standards:
 DM3582         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DM3582            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DM3582  -------------------------------------------------------------------
 DM3582  NETWORK    0.33   0.41           0.15   0.12   0.21      0.05889191
 DM3582  -------------------------------------------------------------------
 DM3582  Click here for local accuracies and other accuracy information.
 DM3582
 DM3582.The horizontal coordinates were established by GPS observations
 DM3582.and adjusted by the National Geodetic Survey in June 2012.
 DM3582
 DM3582.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DM3582.been affixed to the stable North American tectonic plate. See 
 DM3582.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DM3582
 DM3582.The horizontal coordinates are valid at the epoch date displayed above
 DM3582.which is a decimal equivalence of Year/Month/Day.
 DM3582
 DM3582.The orthometric height was determined by differential leveling and
 DM3582.adjusted by the NATIONAL GEODETIC SURVEY
 DM3582.in December 2013.
 DM3582
 DM3582.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM3582.GEOID18 height accuracy estimate available here.
 DM3582
 DM3582.Click photographs - Photos may exist for this station.
 DM3582
 DM3582.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DM3582
 DM3582.The Laplace correction was computed from DEFLEC18 derived deflections.
 DM3582
 DM3582.The ellipsoidal height was determined by GPS observations
 DM3582.and is referenced to NAD 83.
 DM3582
 DM3582.The dynamic height is computed by dividing the NAVD 88
 DM3582.geopotential number by the normal gravity value computed on the
 DM3582.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM3582.degrees latitude (g = 980.6199 gals.).
 DM3582
 DM3582.The modeled gravity was interpolated from observed gravity values.
 DM3582
 DM3582. The following values were computed from the NAD 83(2011) position.
 DM3582
 DM3582;                    North         East     Units Scale Factor Converg.
 DM3582;SPC MN S     -   323,201.059   699,967.774   MT  0.99996014   -0 53 21.7
 DM3582;SPC MN S     - 1,060,368.81  2,296,477.61   sFT  0.99996014   -0 53 21.7
 DM3582;UTM  15      - 4,985,652.393   321,186.866   MT  0.99999318   -1 36 17.2
 DM3582
 DM3582!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DM3582!SPC MN S     -   0.99995264  x   0.99996014  =   0.99991278
 DM3582!UTM  15      -   0.99995264  x   0.99999318  =   0.99994582
 DM3582
 DM3582:                Primary Azimuth Mark                     Grid Az
 DM3582:SPC MN S     -  1205 F                                   236 55 01.0
 DM3582:UTM  15      -  1205 F                                   237 37 56.5
 DM3582
 DM3582_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUK2118685652(NAD 83)
 DM3582
 DM3582|---------------------------------------------------------------------|
 DM3582| PID    Reference Object                     Distance      Geod. Az  |
 DM3582|                                                           dddmmss.s |
 DM3582| DM3581 1205 F                              APPROX. 1.1 KM 2360139.3 |
 DM3582|---------------------------------------------------------------------|
 DM3582
 DM3582                          SUPERSEDED SURVEY CONTROL
 DM3582
 DM3582  NAD 83(2007)-  45 00 06.41143(N)    095 16 07.79333(W) AD(2002.00) 1
 DM3582  ELLIP H (08/04/10)  302.107  (m)                       GP(2002.00) 3 1
 DM3582  NAVD 88             328.76   (m)         1078.6    (f) LEVELING    3  
 DM3582
 DM3582.Superseded values are not recommended for survey control.
 DM3582
 DM3582.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DM3582.See file dsdata.pdf to determine how the superseded data were derived.
 DM3582
 DM3582_MARKER: I = METAL ROD
 DM3582_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DM3582_STAMPING: 1205 G 2009
 DM3582_MARK LOGO: MNDT
 DM3582_PROJECTION: RECESSED 5 CENTIMETERS
 DM3582_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DM3582_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DM3582_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DM3582+SATELLITE: SATELLITE OBSERVATIONS - November 05, 2019
 DM3582_ROD/PIPE-DEPTH: 5.8 meters
 DM3582
 DM3582  HISTORY     - Date     Condition        Report By
 DM3582  HISTORY     - 2009     MONUMENTED       MNDT
 DM3582  HISTORY     - 2009     GOOD             MNDT
 DM3582  HISTORY     - 20191105 GOOD             MNDT
 DM3582
 DM3582                          STATION DESCRIPTION
 DM3582
 DM3582'DESCRIBED BY MN DEPT OF TRANSP 2009
 DM3582'1.7 MILES SOUTHWEST OF RAYMOND, 1.75 MILES SOUTHWEST ALONG TRUNK
 DM3582'HIGHWAY 23 FROM THE JUNCTION OF TRUNK HIGHWAY 23 AND COUNTY ROAD 7 IN
 DM3582'RAYMOND, AT TRUNK HIGHWAY 23 MILEPOINT 131.45, 74.6 FEET SOUTHWEST OF
 DM3582'160TH AVENUE SOUTHEAST, 72.3 FEET SOUTHEAST OF TRUNK HIGHWAY 23, 4.4
 DM3582'FEET SOUTHWEST OF CABLE BOX C9-3, 1.2 FEET NORTHWEST OF WITNESS POST.
 DM3582
 DM3582                          STATION RECOVERY (2009)
 DM3582
 DM3582'RECOVERY NOTE BY MN DEPT OF TRANSP 2009 (WAS)
 DM3582'RECOVERED AS DESCRIBED.
 DM3582'
 DM3582'NOTE - THE STATION MARK CONSISTS OF A 3/4 INCH (19 MM) DIAMETER
 DM3582'ALUMINUM ROD DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL MARK
 DM3582'REMOVABLE DISK SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY
 DM3582'A SIX-INCH PVC PIPE BACKFILLED WITH WASHED SAND.
 DM3582
 DM3582                          STATION RECOVERY (2019)
 DM3582
 DM3582'RECOVERY NOTE BY MN DEPT OF TRANSP 2019 (DAS)
 DM3582'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DM3583 ***********************************************************************
 DM3583  DESIGNATION -  1205 H
 DM3583  PID         -  DM3583
 DM3583  STATE/COUNTY-  MN/CHIPPEWA
 DM3583  COUNTRY     -  US
 DM3583  USGS QUAD   -  KERKHOVEN SE (2019)
 DM3583
 DM3583                         *CURRENT SURVEY CONTROL
 DM3583  ______________________________________________________________________
 DM3583* NAD 83(2011) POSITION- 45 00 37.83904(N) 095 15 02.20732(W)   ADJUSTED
 DM3583* NAD 83(2011) ELLIP HT-   300.750 (meters)        (06/27/12)   ADJUSTED
 DM3583* NAD 83(2011) EPOCH   -  2010.00
 DM3583* NAVD 88 ORTHO HEIGHT -   327.427 (meters)     1074.23  (feet) ADJUSTED
 DM3583  ______________________________________________________________________
 DM3583  GEOID HEIGHT    -        -26.687 (meters)                     GEOID18
 DM3583  NAD 83(2011) X  -   -413,358.884 (meters)                     COMP
 DM3583  NAD 83(2011) Y  - -4,498,023.991 (meters)                     COMP
 DM3583  NAD 83(2011) Z  -  4,488,386.999 (meters)                     COMP
 DM3583  LAPLACE CORR    -         -1.96  (seconds)                    DEFLEC18
 DM3583  DYNAMIC HEIGHT  -        327.400 (meters)     1074.14  (feet) COMP
 DM3583  MODELED GRAVITY -    980,526.1   (mgal)                       NAVD 88
 DM3583
 DM3583  VERT ORDER      -  SECOND    CLASS I
 DM3583
 DM3583  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DM3583  Standards:
 DM3583         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DM3583            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DM3583  -------------------------------------------------------------------
 DM3583  NETWORK    0.34   0.41           0.16   0.11   0.21      0.11767930
 DM3583  -------------------------------------------------------------------
 DM3583  Click here for local accuracies and other accuracy information.
 DM3583
 DM3583.The horizontal coordinates were established by GPS observations
 DM3583.and adjusted by the National Geodetic Survey in June 2012.
 DM3583
 DM3583.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DM3583.been affixed to the stable North American tectonic plate. See 
 DM3583.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DM3583
 DM3583.The horizontal coordinates are valid at the epoch date displayed above
 DM3583.which is a decimal equivalence of Year/Month/Day.
 DM3583
 DM3583.The orthometric height was determined by differential leveling and
 DM3583.adjusted by the NATIONAL GEODETIC SURVEY
 DM3583.in December 2013.
 DM3583
 DM3583.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM3583.GEOID18 height accuracy estimate available here.
 DM3583
 DM3583.Click photographs - Photos may exist for this station.
 DM3583
 DM3583.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DM3583
 DM3583.The Laplace correction was computed from DEFLEC18 derived deflections.
 DM3583
 DM3583.The ellipsoidal height was determined by GPS observations
 DM3583.and is referenced to NAD 83.
 DM3583
 DM3583.The dynamic height is computed by dividing the NAVD 88
 DM3583.geopotential number by the normal gravity value computed on the
 DM3583.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM3583.degrees latitude (g = 980.6199 gals.).
 DM3583
 DM3583.The modeled gravity was interpolated from observed gravity values.
 DM3583
 DM3583. The following values were computed from the NAD 83(2011) position.
 DM3583
 DM3583;                    North         East     Units Scale Factor Converg.
 DM3583;SPC MN S     -   324,148.949   701,418.785   MT  0.99996148   -0 52 35.7
 DM3583;SPC MN S     - 1,063,478.68  2,301,238.13   sFT  0.99996148   -0 52 35.7
 DM3583;UTM  15      - 4,986,582.117   322,649.643   MT  0.99998677   -1 35 31.7
 DM3583
 DM3583!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DM3583!SPC MN S     -   0.99995285  x   0.99996148  =   0.99991433
 DM3583!UTM  15      -   0.99995285  x   0.99998677  =   0.99993962
 DM3583
 DM3583_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUK2264986582(NAD 83)
 DM3583
 DM3583                          SUPERSEDED SURVEY CONTROL
 DM3583
 DM3583  NAD 83(2007)-  45 00 37.83923(N)    095 15 02.20816(W) AD(2002.00) 1
 DM3583  ELLIP H (08/04/10)  300.769  (m)                       GP(2002.00) 3 1
 DM3583  NAVD 88             327.43   (m)         1074.2    (f) LEVELING    3  
 DM3583
 DM3583.Superseded values are not recommended for survey control.
 DM3583
 DM3583.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DM3583.See file dsdata.pdf to determine how the superseded data were derived.
 DM3583
 DM3583_MARKER: I = METAL ROD
 DM3583_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DM3583_STAMPING: 1205 H 2009
 DM3583_MARK LOGO: MNDT
 DM3583_PROJECTION: RECESSED 5 CENTIMETERS
 DM3583_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DM3583_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DM3583_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DM3583+SATELLITE: SATELLITE OBSERVATIONS - 2009
 DM3583_ROD/PIPE-DEPTH: 10.7 meters
 DM3583
 DM3583  HISTORY     - Date     Condition        Report By
 DM3583  HISTORY     - 2009     MONUMENTED       MNDT
 DM3583  HISTORY     - 2009     GOOD             MNDT
 DM3583
 DM3583                          STATION DESCRIPTION
 DM3583
 DM3583'DESCRIBED BY MN DEPT OF TRANSP 2009
 DM3583'0.6 MILE SOUTHWEST OF RAYMOND, 0.7 MILE SOUTHWEST ALONG TRUNK HIGHWAY
 DM3583'23 FROM THE JUNCTION OF TRUNK HIGHWAY 23 AND COUNTY ROAD 7 IN RAYMOND,
 DM3583'AT TRUNK HIGHWAY 23 MILEPOINT 132.45, 54.6 FEET SOUTHEAST OF TRUNK
 DM3583'HIGHWAY 23, 33.5 FEET NORTHEAST OF FIELD ENTRANCE, 5.3 FEET NORTHWEST
 DM3583'OF WITNESS POST.
 DM3583
 DM3583                          STATION RECOVERY (2009)
 DM3583
 DM3583'RECOVERY NOTE BY MN DEPT OF TRANSP 2009 (WAS)
 DM3583'RECOVERED AS DESCRIBED.
 DM3583'
 DM3583'NOTE - THE STATION MARK CONSISTS OF A 3/4 INCH (19 MM) DIAMETER
 DM3583'ALUMINUM ROD DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL MARK
 DM3583'REMOVABLE DISK SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY
 DM3583'A SIX-INCH PVC PIPE BACKFILLED WITH WASHED SAND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DM4367 ***********************************************************************
 DM4367  DESIGNATION -  1206 B
 DM4367  PID         -  DM4367
 DM4367  STATE/COUNTY-  MN/CHIPPEWA
 DM4367  COUNTRY     -  US
 DM4367  USGS QUAD   -  MONTEVIDEO (2019)
 DM4367
 DM4367                         *CURRENT SURVEY CONTROL
 DM4367  ______________________________________________________________________
 DM4367* NAD 83(1986) POSITION- 44 58 41.     (N) 095 42 59.     (W)   SCALED
 DM4367* NAVD 88 ORTHO HEIGHT -   294.179 (meters)      965.15  (feet) ADJUSTED
 DM4367  ______________________________________________________________________
 DM4367  GEOID HEIGHT    -        -26.318 (meters)                     GEOID18
 DM4367  DYNAMIC HEIGHT  -        294.159 (meters)      965.09  (feet) COMP
 DM4367  MODELED GRAVITY -    980,540.4   (mgal)                       NAVD 88
 DM4367
 DM4367  VERT ORDER      -  SECOND    CLASS I
 DM4367
 DM4367.The horizontal coordinates were scaled from a map and have
 DM4367.an estimated accuracy of +/- 6 seconds.
 DM4367
 DM4367.The orthometric height was determined by differential leveling and
 DM4367.adjusted by the NATIONAL GEODETIC SURVEY
 DM4367.in November 2011.
 DM4367
 DM4367.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM4367.GEOID18 height accuracy estimate available here.
 DM4367
 DM4367.Click photographs - Photos may exist for this station.
 DM4367
 DM4367.The dynamic height is computed by dividing the NAVD 88
 DM4367.geopotential number by the normal gravity value computed on the
 DM4367.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM4367.degrees latitude (g = 980.6199 gals.).
 DM4367
 DM4367.The modeled gravity was interpolated from observed gravity values.
 DM4367
 DM4367;                    North         East    Units  Estimated Accuracy
 DM4367;SPC MN S     -   321,210.      664,630.      MT  (+/- 180 meters Scaled)
 DM4367
 DM4367_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTK858841(NAD 83)
 DM4367
 DM4367                          SUPERSEDED SURVEY CONTROL
 DM4367
 DM4367  NAVD 88 (02/23/11)  294.208  (m)          965.25   (f) SUPERSEDED  2 1
 DM4367
 DM4367.Superseded values are not recommended for survey control.
 DM4367
 DM4367.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DM4367.See file dsdata.pdf to determine how the superseded data were derived.
 DM4367
 DM4367_MARKER: DB = BENCH MARK DISK
 DM4367_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 DM4367_SP_SET: SET IN BOX CULVERT WING WALL
 DM4367_STAMPING: 1206 B 1947
 DM4367_MARK LOGO: MNHD
 DM4367_MAGNETIC: N = NO MAGNETIC MATERIAL
 DM4367_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DM4367+STABILITY: SURFACE MOTION
 DM4367_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DM4367+SATELLITE: SATELLITE OBSERVATIONS - September 11, 2006
 DM4367
 DM4367  HISTORY     - Date     Condition        Report By
 DM4367  HISTORY     - 1947     MONUMENTED       MNHD
 DM4367  HISTORY     - 20060911 GOOD             MNDT
 DM4367
 DM4367                          STATION DESCRIPTION
 DM4367
 DM4367'DESCRIBED BY MN DEPT OF TRANSP 2006 (MPP)
 DM4367'THE STATION IS LOCATED ABOUT 8.3 MI (13.4 KM) SOUTHWEST OF GRACELOCK,
 DM4367'4.7 MI (7.6 KM) EAST-SOUTHEAST OF WATSON AND 2.5 MI (4.0 KM) NORTH OF
 DM4367'MONTEVIDEO.
 DM4367'
 DM4367'TO REACH TO THE MARK GO 1.8 MI (2.9 KM) NORTH OF THE JUNCTION OF TRUNK
 DM4367'HIGHWAY 29 AND TRUNK HIGHWAY 7 AT MILE POINT 3.3, 36.4 FT (11.1 M)
 DM4367'WEST OF TRUNK HIGHWAY 29, IN NORTHWEST CORNER OF SOUTHWEST HEADWALL OF
 DM4367'TRUNK HIGHWAY 29 BOX CULVERT 8717 AT SPRING CREEK AT TRUNK HIGHWAY
 DM4367'MILE POINT 3.30.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 PQ0549 ***********************************************************************
 PQ0549  DESIGNATION -  1206 CC
 PQ0549  PID         -  PQ0549
 PQ0549  STATE/COUNTY-  MN/CHIPPEWA
 PQ0549  COUNTRY     -  US
 PQ0549  USGS QUAD   -  MONTEVIDEO (2019)
 PQ0549
 PQ0549                         *CURRENT SURVEY CONTROL
 PQ0549  ______________________________________________________________________
 PQ0549* NAD 83(1986) POSITION- 44 56 53.02   (N) 095 43 47.26   (W)   HD_HELD1
 PQ0549* NAVD 88 ORTHO HEIGHT -   285.344 (meters)      936.17  (feet) ADJUSTED
 PQ0549  ______________________________________________________________________
 PQ0549  GEOID HEIGHT    -        -26.323 (meters)                     GEOID18
 PQ0549  DYNAMIC HEIGHT  -        285.324 (meters)      936.10  (feet) COMP
 PQ0549  MODELED GRAVITY -    980,538.1   (mgal)                       NAVD 88
 PQ0549
 PQ0549  VERT ORDER      -  SECOND    CLASS I
 PQ0549
 PQ0549.The horizontal coordinates were determined by differentially corrected
 PQ0549.hand held GPS observations or other comparable positioning techniques
 PQ0549.and have an estimated accuracy of +/- 3 meters.
 PQ0549
 PQ0549.The orthometric height was determined by differential leveling and
 PQ0549.adjusted by the NATIONAL GEODETIC SURVEY
 PQ0549.in July 2014.
 PQ0549
 PQ0549.Significant digits in the geoid height do not necessarily reflect accuracy.
 PQ0549.GEOID18 height accuracy estimate available here.
 PQ0549
 PQ0549.Click photographs - Photos may exist for this station.
 PQ0549
 PQ0549.The dynamic height is computed by dividing the NAVD 88
 PQ0549.geopotential number by the normal gravity value computed on the
 PQ0549.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PQ0549.degrees latitude (g = 980.6199 gals.).
 PQ0549
 PQ0549.The modeled gravity was interpolated from observed gravity values.
 PQ0549
 PQ0549;                    North         East    Units  Estimated Accuracy
 PQ0549;SPC MN S     -   317,899.3     663,504.7     MT  (+/- 3 meters HH1 GPS) 
 PQ0549
 PQ0549_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTK8465580806(NAD 83)
 PQ0549
 PQ0549                          SUPERSEDED SURVEY CONTROL
 PQ0549
 PQ0549  NAVD 88 (06/15/91)  285.348  (m)          936.18   (f) SUPERSEDED  2 0
 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
 PQ0549.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PQ0549.See file dsdata.pdf to determine how the superseded data were derived.
 PQ0549
 PQ0549_MARKER: DB = BENCH MARK DISK
 PQ0549_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 PQ0549_SP_SET: BRIDGE ABUTMENT
 PQ0549_STAMPING: 1206 CC 1961
 PQ0549_MARK LOGO: MNHD
 PQ0549_MAGNETIC: N = NO MAGNETIC MATERIAL
 PQ0549_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PQ0549_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 PQ0549+SATELLITE: SATELLITE OBSERVATIONS - July 15, 2013
 PQ0549
 PQ0549  HISTORY     - Date     Condition        Report By
 PQ0549  HISTORY     - 19610401 MONUMENTED       MNHD
 PQ0549  HISTORY     - 1975     GOOD             MNDT
 PQ0549  HISTORY     - 20110511 GOOD             MNDT
 PQ0549  HISTORY     - 20130715 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.
 PQ0549
 PQ0549                          STATION RECOVERY (2011)
 PQ0549
 PQ0549'RECOVERY NOTE BY MN DEPT OF TRANSP 2011 (MAS)
 PQ0549'RECOVERED AS DESCRIBED.
 PQ0549
 PQ0549                          STATION RECOVERY (2013)
 PQ0549
 PQ0549'RECOVERY NOTE BY MN DEPT OF TRANSP 2013 (DAS)
 PQ0549'IN MONTEVIDEO, IN SOUTHEAST CORNER OF COUNTY ROAD 15 BRIDGE NUMBER
 PQ0549'7017 OVER CHIPPEWA RIVER, 0.6 MI (1.0 KM) NORTH OF SOUTH JUNCTION OF
 PQ0549'TRUNK HIGHWAY 7 AND TRUNK HIGHWAY 59, 200 FT (61.0 M) WEST OF TRUNK
 PQ0549'HIGHWAY 7 ALONG COUNTY ROAD 15/ CANTON AVENUE, 23 FT (7.0 M) SOUTH OF
 PQ0549'COUNTY ROAD 15.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DM4365 ***********************************************************************
 DM4365  DESIGNATION -  1206 D
 DM4365  PID         -  DM4365
 DM4365  STATE/COUNTY-  MN/CHIPPEWA
 DM4365  COUNTRY     -  US
 DM4365  USGS QUAD   -  GRACELOCK SW (2019)
 DM4365
 DM4365                         *CURRENT SURVEY CONTROL
 DM4365  ______________________________________________________________________
 DM4365* NAD 83(1986) POSITION- 45 00 26.5    (N) 095 42 58.7    (W)   HD_HELD2
 DM4365* NAVD 88 ORTHO HEIGHT -   312.747 (meters)     1026.07  (feet) ADJUSTED
 DM4365  ______________________________________________________________________
 DM4365  GEOID HEIGHT    -        -26.315 (meters)                     GEOID18
 DM4365  DYNAMIC HEIGHT  -        312.725 (meters)     1026.00  (feet) COMP
 DM4365  MODELED GRAVITY -    980,538.0   (mgal)                       NAVD 88
 DM4365
 DM4365  VERT ORDER      -  SECOND    CLASS I
 DM4365
 DM4365.The horizontal coordinates were established by autonomous hand held GPS
 DM4365.observations and have an estimated accuracy of +/- 10 meters.
 DM4365
 DM4365.The orthometric height was determined by differential leveling and
 DM4365.adjusted by the NATIONAL GEODETIC SURVEY
 DM4365.in November 2011.
 DM4365
 DM4365.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM4365.GEOID18 height accuracy estimate available here.
 DM4365
 DM4365.Click photographs - Photos may exist for this station.
 DM4365
 DM4365.The dynamic height is computed by dividing the NAVD 88
 DM4365.geopotential number by the normal gravity value computed on the
 DM4365.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM4365.degrees latitude (g = 980.6199 gals.).
 DM4365
 DM4365.The modeled gravity was interpolated from observed gravity values.
 DM4365
 DM4365;                    North         East    Units  Estimated Accuracy
 DM4365;SPC MN S     -   324,465.      664,707.      MT  (+/- 10 meters HH2 GPS)
 DM4365
 DM4365_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTK8594087357(NAD 83)
 DM4365
 DM4365                          SUPERSEDED SURVEY CONTROL
 DM4365
 DM4365  NAVD 88 (02/23/11)  312.772  (m)         1026.15   (f) SUPERSEDED  2 1
 DM4365
 DM4365.Superseded values are not recommended for survey control.
 DM4365
 DM4365.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DM4365.See file dsdata.pdf to determine how the superseded data were derived.
 DM4365
 DM4365_MARKER: DB = BENCH MARK DISK
 DM4365_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 DM4365_STAMPING: 1206 D 1947
 DM4365_MARK LOGO: MNHD
 DM4365_PROJECTION: FLUSH
 DM4365_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 DM4365_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DM4365_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DM4365+SATELLITE: SATELLITE OBSERVATIONS - July 16, 2013
 DM4365
 DM4365  HISTORY     - Date     Condition        Report By
 DM4365  HISTORY     - 19470401 MONUMENTED       MNHD
 DM4365  HISTORY     - 20060911 GOOD             MNDT
 DM4365  HISTORY     - 20130716 GOOD             MNDT
 DM4365
 DM4365                          STATION DESCRIPTION
 DM4365
 DM4365'DESCRIBED BY MN DEPT OF TRANSP 2006 (MPP)
 DM4365'THE STATION IS LOCATED ABOUT 7.3 MI (11.7 KM) WEST-SOUTHWEST OF
 DM4365'GRACELOCK, 4.5 MI (7.2 KM) NORTH OF MONTEVIDEO AND 4.2 MI (6.8 KM)
 DM4365'EAST OF WATSON.
 DM4365'
 DM4365'TO REACH TO THE MARK GO 3.5 MI (5.6 KM) NORTH OF MONTEVIDEO, 74 FT
 DM4365'(22.6 M) EAST OF TRUNK HIGHWAY 29, AT TRUNK HIGHWAY 29 STATION 312+00
 DM4365'AT TRUNK HIGHWAY 29 MILE POINT 5.30, 91.7 FT (28.0 M) NORTH OF 10TH
 DM4365'STREET SOUTHWEST, 60 FT (18.3 M) SOUTH OF DRIVEWAY 190, 57.1 FT (17.4
 DM4365'M) NORTH-NORTHEAST OF CABLE PEDESTAL, 1.0 FT (0.3 M) SOUTH OF A
 DM4365'WITNESS POST.  S POST.  S POST.
 DM4365
 DM4365                          STATION RECOVERY (2013)
 DM4365
 DM4365'RECOVERY NOTE BY MN DEPT OF TRANSP 2013 (DAS)
 DM4365'3.5 MI (5.6 KM) NORTH OF MONTEVIDEO, 3.8 MI (6.1 KM) NORTH ALONG TRUNK
 DM4365'HIGHWAY 29  FROM THE JUNCTION OF TRUNK HIGHWAY 29 AND TRUNK HIGHWAY 7
 DM4365'IN MONTEVIDEO, AT TRUNK HIGHWAY 29 MILE POINT 5.30, AT TRUNK HIGHWAY
 DM4365'29 STATION 312+00, 91.7 FT (28.0 M) NORTH OF 10TH STREET SOUTHWEST, 74
 DM4365'FT (22.6 M) EAST OF TRUNK HIGHWAY 29, 60 FT (18.3 M) SOUTH OF DRIVEWAY
 DM4365'NUMBER 190, 57.1 FT (17.4 M) NORTH-NORTHEAST OF CABLE PEDESTAL, 1.0 FT
 DM4365'(0.3 M) SOUTH OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DM4364 ***********************************************************************
 DM4364  DESIGNATION -  1206 E
 DM4364  PID         -  DM4364
 DM4364  STATE/COUNTY-  MN/CHIPPEWA
 DM4364  COUNTRY     -  US
 DM4364  USGS QUAD   -  GRACELOCK SW (2019)
 DM4364
 DM4364                         *CURRENT SURVEY CONTROL
 DM4364  ______________________________________________________________________
 DM4364* NAD 83(1986) POSITION- 45 01 16.88   (N) 095 42 59.13   (W)   HD_HELD1
 DM4364* NAVD 88 ORTHO HEIGHT -   311.252 (meters)     1021.17  (feet) ADJUSTED
 DM4364  ______________________________________________________________________
 DM4364  GEOID HEIGHT    -        -26.316 (meters)                     GEOID18
 DM4364  DYNAMIC HEIGHT  -        311.230 (meters)     1021.09  (feet) COMP
 DM4364  MODELED GRAVITY -    980,538.4   (mgal)                       NAVD 88
 DM4364
 DM4364  VERT ORDER      -  SECOND    CLASS I
 DM4364
 DM4364.The horizontal coordinates were determined by differentially corrected
 DM4364.hand held GPS observations or other comparable positioning techniques
 DM4364.and have an estimated accuracy of +/- 3 meters.
 DM4364
 DM4364.The orthometric height was determined by differential leveling and
 DM4364.adjusted by the NATIONAL GEODETIC SURVEY
 DM4364.in November 2011.
 DM4364
 DM4364.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM4364.GEOID18 height accuracy estimate available here.
 DM4364
 DM4364.Click photographs - Photos may exist for this station.
 DM4364
 DM4364.The dynamic height is computed by dividing the NAVD 88
 DM4364.geopotential number by the normal gravity value computed on the
 DM4364.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM4364.degrees latitude (g = 980.6199 gals.).
 DM4364
 DM4364.The modeled gravity was interpolated from observed gravity values.
 DM4364
 DM4364;                    North         East    Units  Estimated Accuracy
 DM4364;SPC MN S     -   326,020.2     664,730.5     MT  (+/- 3 meters HH1 GPS) 
 DM4364
 DM4364_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTK8598388912(NAD 83)
 DM4364
 DM4364                          SUPERSEDED SURVEY CONTROL
 DM4364
 DM4364  NAVD 88 (02/23/11)  311.275  (m)         1021.24   (f) SUPERSEDED  2 1
 DM4364
 DM4364.Superseded values are not recommended for survey control.
 DM4364
 DM4364.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DM4364.See file dsdata.pdf to determine how the superseded data were derived.
 DM4364
 DM4364_MARKER: DB = BENCH MARK DISK
 DM4364_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 DM4364_STAMPING: 1206 E 1947
 DM4364_MARK LOGO: MNHD
 DM4364_PROJECTION: FLUSH
 DM4364_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DM4364_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DM4364_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DM4364+SATELLITE: SATELLITE OBSERVATIONS - May 19, 2021
 DM4364
 DM4364  HISTORY     - Date     Condition        Report By
 DM4364  HISTORY     - 19470401 MONUMENTED       MNHD
 DM4364  HISTORY     - 20060911 GOOD             MNDT
 DM4364  HISTORY     - 20130716 GOOD             MNDT
 DM4364  HISTORY     - 20210519 GOOD             MNDT
 DM4364
 DM4364                          STATION DESCRIPTION
 DM4364
 DM4364'DESCRIBED BY MN DEPT OF TRANSP 2006 (MPP)
 DM4364'THE STATION IS LOCATED ABOUT 7.0 MI (11.3 KM) WEST-SOUTHWEST OF
 DM4364'GRACELOCK, 5.4 MI (8.7 KM) NORTH OF MONTEVIDEO AND 4.2 MI (6.8 KM)
 DM4364'EAST OF WATSON.
 DM4364'
 DM4364'TO REACH TO THE MARK GO 4.5 MI (7.2 KM) NORTH OF MONTEVIDEO, 74 FT
 DM4364'(22.6 M) EAST OF TRUNK HIGHWAY 29, AT TRUNK HIGHWAY 29 STATION 363+03
 DM4364'AT TRUNK HIGHWAY 29 MILE POINT 6.30, 135 FT (41.1 M) SOUTH OF FIRST
 DM4364'STREET WEST, 0.3 FT (9 CM) WEST OF A WITNESS POST.
 DM4364
 DM4364                          STATION RECOVERY (2013)
 DM4364
 DM4364'RECOVERY NOTE BY MN DEPT OF TRANSP 2013 (DAS)
 DM4364'4.5 MI (7.2 KM) NORTH OF MONTEVIDEO, 4.8 MI (7.7 KM) NORTH ALONG TRUNK
 DM4364'HIGHWAY 29  FROM THE JUNCTION OF TRUNK HIGHWAY 29 AND TRUNK HIGHWAY 7
 DM4364'IN MONTEVIDEO, AT TRUNK HIGHWAY 29 MILE POINT 6.30, AT TRUNK HIGHWAY
 DM4364'29 STATION 363+03, 135 FT (41.1 M) SOUTH OF FIRST STREET WEST, 74 FT
 DM4364'(22.6 M) EAST OF TRUNK HIGHWAY 29, 0.3 FT (9 CM) WEST OF A WITNESS
 DM4364'POST.
 DM4364
 DM4364                          STATION RECOVERY (2021)
 DM4364
 DM4364'RECOVERY NOTE BY MN DEPT OF TRANSP 2021 (TJD)
 DM4364'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DM3818 ***********************************************************************
 DM3818  DESIGNATION -  1206 L
 DM3818  PID         -  DM3818
 DM3818  STATE/COUNTY-  MN/CHIPPEWA
 DM3818  COUNTRY     -  US
 DM3818  USGS QUAD   -  MONTEVIDEO (2019)
 DM3818
 DM3818                         *CURRENT SURVEY CONTROL
 DM3818  ______________________________________________________________________
 DM3818* NAD 83(1986) POSITION- 44 57 04.3    (N) 095 43 22.2    (W)   HD_HELD2
 DM3818* NAVD 88 ORTHO HEIGHT -   311.359 (meters)     1021.52  (feet) ADJUSTED
 DM3818  ______________________________________________________________________
 DM3818  GEOID HEIGHT    -        -26.323 (meters)                     GEOID18
 DM3818  DYNAMIC HEIGHT  -        311.337 (meters)     1021.44  (feet) COMP
 DM3818  MODELED GRAVITY -    980,538.7   (mgal)                       NAVD 88
 DM3818
 DM3818  VERT ORDER      -  SECOND    CLASS I
 DM3818
 DM3818.The horizontal coordinates were established by autonomous hand held GPS
 DM3818.observations and have an estimated accuracy of +/- 10 meters.
 DM3818
 DM3818.The orthometric height was determined by differential leveling and
 DM3818.adjusted by the NATIONAL GEODETIC SURVEY
 DM3818.in November 2011.
 DM3818
 DM3818.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM3818.GEOID18 height accuracy estimate available here.
 DM3818
 DM3818.Click photographs - Photos may exist for this station.
 DM3818
 DM3818.The dynamic height is computed by dividing the NAVD 88
 DM3818.geopotential number by the normal gravity value computed on the
 DM3818.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM3818.degrees latitude (g = 980.6199 gals.).
 DM3818
 DM3818.The modeled gravity was interpolated from observed gravity values.
 DM3818
 DM3818;                    North         East    Units  Estimated Accuracy
 DM3818;SPC MN S     -   318,236.      664,061.      MT  (+/- 10 meters HH2 GPS)
 DM3818
 DM3818_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTK8521681135(NAD 83)
 DM3818
 DM3818                          SUPERSEDED SURVEY CONTROL
 DM3818
 DM3818  NAVD 88 (02/23/11)  311.393  (m)         1021.63   (f) SUPERSEDED  2 1
 DM3818
 DM3818.Superseded values are not recommended for survey control.
 DM3818
 DM3818.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DM3818.See file dsdata.pdf to determine how the superseded data were derived.
 DM3818
 DM3818_MARKER: DD = SURVEY DISK
 DM3818_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DM3818_SP_SET: BRIDGE RAILING
 DM3818_STAMPING: 1206 L 2005
 DM3818_MARK LOGO: MNDT
 DM3818_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DM3818_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DM3818_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DM3818+SATELLITE: SATELLITE OBSERVATIONS - May 11, 2011
 DM3818
 DM3818  HISTORY     - Date     Condition        Report By
 DM3818  HISTORY     - 20051025 MONUMENTED       MNDT
 DM3818  HISTORY     - 20060214 GOOD             MNDT
 DM3818  HISTORY     - 20060911 GOOD             MNDT
 DM3818  HISTORY     - 20110511 GOOD             MNDT
 DM3818
 DM3818                          STATION DESCRIPTION
 DM3818
 DM3818'DESCRIBED BY MN DEPT OF TRANSP 2006 (DAS)
 DM3818'THE MARK IS LOCATED ABOUT 9.8 MI (15.8 KM) SOUTHWEST OF GRACELOCK, 5.6
 DM3818'MI (9.0 KM) SOUTHEAST OF WATSON AND IN THE TOWN OF MONTEVIDEO,
 DM3818'MINNESOTA.
 DM3818'
 DM3818'TO REACH THE MARK FROM THE JUNCTION OF TRUNK HIGHWAY 7 AND TRUNK
 DM3818'HIGHWAY 29 NORTH IN MONTEVIDEO, GO 0.20 MI (0.3 KM) WEST ALONG TRUNK
 DM3818'HIGHWAY 7 TO MILE POINT 73.70, THENCE 0.15 MI (0.2 KM) WEST ON
 DM3818'WASHINGTON AVENUE, THENCE 0.05 MI (0.1 KM) SOUTH ON THIRD STREET NORTH
 DM3818'OVER THE TRUNK HIGHWAY 7/29/WASHINGTON AVENUE OVERPASS AND THE MARK ON
 DM3818'THE LEFT.
 DM3818'
 DM3818'THE MARK IS FOUND ATOP THE BRIDGE BARRIER-TO-BRIDGE RAIL TRANSITION OF
 DM3818'THE SOUTHEAST CORNER OF THE THIRD STREET NORTH BRIDGE NUMBER 9113,
 DM3818'25.9 FT (7.9 M) EAST OF THIRD STREET NORTH.
 DM3818
 DM3818                          STATION RECOVERY (2006)
 DM3818
 DM3818'RECOVERY NOTE BY MN DEPT OF TRANSP 2006 (MPP)
 DM3818'RECOVERED AS DESCRIBED.
 DM3818
 DM3818                          STATION RECOVERY (2011)
 DM3818
 DM3818'RECOVERY NOTE BY MN DEPT OF TRANSP 2011 (MAS)
 DM3818'THE STATION IS LOCATED ABOUT 9.8 MI (15.8 KM) SOUTHWEST OF GRACE LOCK,
 DM3818'5.6 MI (9.0 KM) SOUTHEAST OF WATSON AND 0.6 MI (1.0 KM) NORTH OF
 DM3818'MONTEVIDEO.
 DM3818'
 DM3818'TO REACH THE MARK GO 0.4 MI (0.6 KM) WEST ALONG TRUNK HIGHWAY 7 FROM
 DM3818'THE JUNCTION OF TRUNK HIGHWAY 7 AND TRUNK HIGHWAY 29 NORTH IN
 DM3818'MONTEVIDEO TO TRUNK HIGHWAY 7 MILE POINT 73.50, THEN 0.05 MI (0.1 KM)
 DM3818'NORTH ON FIRST STREET, THEN 0.1 MI (0.2 KM) EAST ON WASHINGTON AVENUE,
 DM3818'THEN 0.05 MI (0.1 KM) SOUTH ON THIRD STREET NORTH.
 DM3818'
 DM3818'THE MARK IS LOCATED 25.9 FT (7.9 M) EAST OF THIRD STREET NORTH, IN
 DM3818'RAIL OF THE SOUTHEAST CORNER OF THIRD STREET NORTH BRIDGE NUMBER 9113
 DM3818'OVER TRUNK HIGHWAY 7.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DM4359 ***********************************************************************
 DM4359  DESIGNATION -  1206 M
 DM4359  PID         -  DM4359
 DM4359  STATE/COUNTY-  MN/CHIPPEWA
 DM4359  COUNTRY     -  US
 DM4359  USGS QUAD   -  GRACELOCK SW (2019)
 DM4359
 DM4359                         *CURRENT SURVEY CONTROL
 DM4359  ______________________________________________________________________
 DM4359* NAD 83(2011) POSITION- 45 05 38.01647(N) 095 43 00.85338(W)   ADJUSTED
 DM4359* NAD 83(2011) ELLIP HT-   285.948 (meters)        (01/15/14)   ADJUSTED
 DM4359* NAD 83(2011) EPOCH   -  2010.00
 DM4359* NAVD 88 ORTHO HEIGHT -   312.287 (meters)     1024.56  (feet) ADJUSTED
 DM4359  ______________________________________________________________________
 DM4359  GEOID HEIGHT    -        -26.336 (meters)                     GEOID18
 DM4359  NAD 83(2011) X  -   -449,296.710 (meters)                     COMP
 DM4359  NAD 83(2011) Y  - -4,487,974.543 (meters)                     COMP
 DM4359  NAD 83(2011) Z  -  4,494,923.287 (meters)                     COMP
 DM4359  LAPLACE CORR    -         -1.45  (seconds)                    DEFLEC18
 DM4359  DYNAMIC HEIGHT  -        312.266 (meters)     1024.49  (feet) COMP
 DM4359  MODELED GRAVITY -    980,540.5   (mgal)                       NAVD 88
 DM4359
 DM4359  VERT ORDER      -  SECOND    CLASS I
 DM4359
 DM4359  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DM4359  Standards:
 DM4359         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DM4359            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DM4359  -------------------------------------------------------------------
 DM4359  NETWORK    0.77   0.88           0.35   0.27   0.45     -0.07709074
 DM4359  -------------------------------------------------------------------
 DM4359  Click here for local accuracies and other accuracy information.
 DM4359
 DM4359.The horizontal coordinates were established by GPS observations
 DM4359.and adjusted by the MN DEPT OF TRANSP in January 2014.
 DM4359
 DM4359.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DM4359.been affixed to the stable North American tectonic plate. See 
 DM4359.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DM4359
 DM4359.The horizontal coordinates are valid at the epoch date displayed above
 DM4359.which is a decimal equivalence of Year/Month/Day.
 DM4359
 DM4359.The orthometric height was determined by differential leveling and
 DM4359.adjusted by the NATIONAL GEODETIC SURVEY
 DM4359.in November 2011.
 DM4359
 DM4359.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM4359.GEOID18 height accuracy estimate available here.
 DM4359
 DM4359.Click photographs - Photos may exist for this station.
 DM4359
 DM4359.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DM4359
 DM4359.The Laplace correction was computed from DEFLEC18 derived deflections.
 DM4359
 DM4359.The ellipsoidal height was determined by GPS observations
 DM4359.and is referenced to NAD 83.
 DM4359
 DM4359.The dynamic height is computed by dividing the NAVD 88
 DM4359.geopotential number by the normal gravity value computed on the
 DM4359.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM4359.degrees latitude (g = 980.6199 gals.).
 DM4359
 DM4359.The modeled gravity was interpolated from observed gravity values.
 DM4359
 DM4359. The following values were computed from the NAD 83(2011) position.
 DM4359
 DM4359;                    North         East     Units Scale Factor Converg.
 DM4359;SPC MN S     -   334,080.322   664,862.104   MT  0.99997549   -1 12 12.3
 DM4359;SPC MN S     - 1,096,061.86  2,181,301.75   sFT  0.99997549   -1 12 12.3
 DM4359;UTM  15      - 4,996,972.184   286,216.606   MT  1.00016200   -1 55 30.0
 DM4359
 DM4359!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DM4359!SPC MN S     -   0.99995517  x   0.99997549  =   0.99993066
 DM4359!UTM  15      -   0.99995517  x   1.00016200  =   1.00011716
 DM4359
 DM4359_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTK8621696972(NAD 83)
 DM4359
 DM4359                          SUPERSEDED SURVEY CONTROL
 DM4359
 DM4359  NAVD 88 (02/23/11)  312.299  (m)         1024.60   (f) SUPERSEDED  2 1
 DM4359
 DM4359.Superseded values are not recommended for survey control.
 DM4359
 DM4359.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DM4359.See file dsdata.pdf to determine how the superseded data were derived.
 DM4359
 DM4359_MARKER: DD = SURVEY DISK
 DM4359_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DM4359_STAMPING: 1206 M 2006
 DM4359_MARK LOGO: MNDT
 DM4359_PROJECTION: FLUSH
 DM4359_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DM4359_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DM4359_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DM4359+SATELLITE: SATELLITE OBSERVATIONS - October 08, 2013
 DM4359_ROD/PIPE-DEPTH: 6.1 meters
 DM4359
 DM4359  HISTORY     - Date     Condition        Report By
 DM4359  HISTORY     - 20060926 MONUMENTED       MNDT
 DM4359  HISTORY     - 20131008 GOOD             MNDT
 DM4359
 DM4359                          STATION DESCRIPTION
 DM4359
 DM4359'DESCRIBED BY MN DEPT OF TRANSP 2006
 DM4359'THE STATION IS LOCATED ABOUT 7.3 MI (11.7 KM) WEST-NORTHWEST OF
 DM4359'GRACELOCK, 7.1 MI (11.4 KM) NORTHEAST OF WATSON AND 4.3 MI (6.9 KM)
 DM4359'SOUTHEAST OF BIG BEND CITY.
 DM4359'
 DM4359'TO REACH TO THE MARK GO 9.95 MI (16.0 KM) NORTH ALONG TRUNK HIGHWAY 29
 DM4359'FROM THE JUNCTION OF TRUNK HIGHWAY 29 AND TRUNK HIGHWAY 7 IN
 DM4359'MONTEVIDEO, AT TRUNK HIGHWAY 29 MILE POINT 11.30, 77.0 FT (23.5 M)
 DM4359'WEST OF TRUNK HIGHWAY 29, 31.0 FT (9.4 M) SOUTH OF 50TH STREET
 DM4359'NORTHWEST, 9.0 FT (2.7 M) WEST OF CABLE BOX NUMBER 110, 1.0 FT (0.3 M)
 DM4359'EAST OF A WITNESS POST.
 DM4359
 DM4359                          STATION RECOVERY (2013)
 DM4359
 DM4359'RECOVERY NOTE BY MN DEPT OF TRANSP 2013 (DXS)
 DM4359'10.0 MILES NORTH OF MONTEVIDEO, 9.95 MILES NORTH ALONG TRUNK HIGHWAY
 DM4359'29 FROM THE JUNCTION OF TRUNK HIGHWAY 29 AND TRUNK HIGHWAY 7 IN
 DM4359'MONTEVIDEO, AT TRUNK HIGHWAY 29 MILEPOINT 11.30, 77.0 FEET WEST OF
 DM4359'TRUNK HIGHWAY 29, 31.0 FEET SOUTH OF 50TH STREET NORTHWEST, 9.0 FEET
 DM4359'WEST OF CABLE BOX NUMBER 110, 1.0 FOOT EAST OF WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DM4360 ***********************************************************************
 DM4360  DESIGNATION -  1206 N
 DM4360  PID         -  DM4360
 DM4360  STATE/COUNTY-  MN/CHIPPEWA
 DM4360  COUNTRY     -  US
 DM4360  USGS QUAD   -  GRACELOCK SW (2019)
 DM4360
 DM4360                         *CURRENT SURVEY CONTROL
 DM4360  ______________________________________________________________________
 DM4360* NAD 83(1986) POSITION- 45 04 47.16   (N) 095 43 00.31   (W)   HD_HELD1
 DM4360* NAVD 88 ORTHO HEIGHT -   315.331 (meters)     1034.55  (feet) ADJUSTED
 DM4360  ______________________________________________________________________
 DM4360  GEOID HEIGHT    -        -26.330 (meters)                     GEOID18
 DM4360  DYNAMIC HEIGHT  -        315.309 (meters)     1034.48  (feet) COMP
 DM4360  MODELED GRAVITY -    980,540.0   (mgal)                       NAVD 88
 DM4360
 DM4360  VERT ORDER      -  SECOND    CLASS I
 DM4360
 DM4360.The horizontal coordinates were determined by differentially corrected
 DM4360.hand held GPS observations or other comparable positioning techniques
 DM4360.and have an estimated accuracy of +/- 3 meters.
 DM4360
 DM4360.The orthometric height was determined by differential leveling and
 DM4360.adjusted by the NATIONAL GEODETIC SURVEY
 DM4360.in November 2011.
 DM4360
 DM4360.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM4360.GEOID18 height accuracy estimate available here.
 DM4360
 DM4360.Click photographs - Photos may exist for this station.
 DM4360
 DM4360.The dynamic height is computed by dividing the NAVD 88
 DM4360.geopotential number by the normal gravity value computed on the
 DM4360.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM4360.degrees latitude (g = 980.6199 gals.).
 DM4360
 DM4360.The modeled gravity was interpolated from observed gravity values.
 DM4360
 DM4360;                    North         East    Units  Estimated Accuracy
 DM4360;SPC MN S     -   332,510.5     664,841.0     MT  (+/- 3 meters HH1 GPS) 
 DM4360
 DM4360_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTK8617595402(NAD 83)
 DM4360
 DM4360                          SUPERSEDED SURVEY CONTROL
 DM4360
 DM4360  NAVD 88 (02/23/11)  315.344  (m)         1034.59   (f) SUPERSEDED  2 1
 DM4360
 DM4360.Superseded values are not recommended for survey control.
 DM4360
 DM4360.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DM4360.See file dsdata.pdf to determine how the superseded data were derived.
 DM4360
 DM4360_MARKER: DD = SURVEY DISK
 DM4360_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DM4360_STAMPING: 1206 N 2006
 DM4360_MARK LOGO: MNDT
 DM4360_PROJECTION: FLUSH
 DM4360_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DM4360_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DM4360_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DM4360+SATELLITE: SATELLITE OBSERVATIONS - July 16, 2013
 DM4360_ROD/PIPE-DEPTH: 7.6 meters
 DM4360
 DM4360  HISTORY     - Date     Condition        Report By
 DM4360  HISTORY     - 20060926 MONUMENTED       MNDT
 DM4360  HISTORY     - 20130716 GOOD             MNDT
 DM4360
 DM4360                          STATION DESCRIPTION
 DM4360
 DM4360'DESCRIBED BY MN DEPT OF TRANSP 2006
 DM4360'THE STATION IS LOCATED ABOUT 7.0 MI (11.3 KM) WEST-NORTHWEST OF
 DM4360'GRACELOCK, 6.4 MI (10.3 KM) NORTHEAST OF WATSON AND 5.1 MI (8.2 KM)
 DM4360'SOUTH-SOUTHEAST OF BIG BEND CITY.
 DM4360'
 DM4360'TO REACH TO THE MARK GO 8.95 MI (14.4 KM) NORTH ALONG TRUNK HIGHWAY 29
 DM4360'FROM THE JUNCTION OF TRUNK HIGHWAY 29 AND TRUNK HIGHWAY 7 IN
 DM4360'MONTEVIDEO, AT TRUNK HIGHWAY 29 MILE POINT 10.30, 133.0 FT (40.5 M)
 DM4360'NORTH OF COUNTY ROAD 12, 79.0 FT (24.1 M) WEST OF TRUNK HIGHWAY 29,
 DM4360'57.0 FT (17.4 M) SOUTH OF POWER-POLE, 1.0 FT (0.3 M) EAST OF A WITNESS
 DM4360'POST.
 DM4360
 DM4360                          STATION RECOVERY (2013)
 DM4360
 DM4360'RECOVERY NOTE BY MN DEPT OF TRANSP 2013 (DAS)
 DM4360'9.0 MI (14.5 KM) NORTH OF MONTEVIDEO, 8.95 MI (14.4 KM) NORTH ALONG
 DM4360'TRUNK HIGHWAY 29  FROM THE JUNCTION OF TRUNK HIGHWAY 29 AND TRUNK
 DM4360'HIGHWAY 7 IN MONTEVIDEO, AT TRUNK HIGHWAY 29 MILE POINT 10.30, 133.0
 DM4360'FT (40.5 M) NORTH OF COUNTY ROAD 12, 79.0 FT (24.1 M) WEST OF TRUNK
 DM4360'HIGHWAY 29, 57.0 FT (17.4 M) SOUTH OF POWER POLE, 1.0 FT (0.3 M) EAST
 DM4360'OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DM4361 ***********************************************************************
 DM4361  DESIGNATION -  1206 P
 DM4361  PID         -  DM4361
 DM4361  STATE/COUNTY-  MN/CHIPPEWA
 DM4361  COUNTRY     -  US
 DM4361  USGS QUAD   -  GRACELOCK SW (2019)
 DM4361
 DM4361                         *CURRENT SURVEY CONTROL
 DM4361  ______________________________________________________________________
 DM4361* NAD 83(2011) POSITION- 45 03 54.26231(N) 095 43 00.11532(W)   ADJUSTED
 DM4361* NAD 83(2011) ELLIP HT-   289.267 (meters)        (01/15/14)   ADJUSTED
 DM4361* NAD 83(2011) EPOCH   -  2010.00
 DM4361* NAVD 88 ORTHO HEIGHT -   315.592 (meters)     1035.40  (feet) ADJUSTED
 DM4361  ______________________________________________________________________
 DM4361  GEOID HEIGHT    -        -26.324 (meters)                     GEOID18
 DM4361  NAD 83(2011) X  -   -449,506.805 (meters)                     COMP
 DM4361  NAD 83(2011) Y  - -4,490,235.258 (meters)                     COMP
 DM4361  NAD 83(2011) Z  -  4,492,663.866 (meters)                     COMP
 DM4361  LAPLACE CORR    -         -1.66  (seconds)                    DEFLEC18
 DM4361  DYNAMIC HEIGHT  -        315.570 (meters)     1035.33  (feet) COMP
 DM4361  MODELED GRAVITY -    980,539.5   (mgal)                       NAVD 88
 DM4361
 DM4361  VERT ORDER      -  SECOND    CLASS I
 DM4361
 DM4361  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DM4361  Standards:
 DM4361         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DM4361            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DM4361  -------------------------------------------------------------------
 DM4361  NETWORK    0.83   0.92           0.38   0.29   0.47      0.01017462
 DM4361  -------------------------------------------------------------------
 DM4361  Click here for local accuracies and other accuracy information.
 DM4361
 DM4361.The horizontal coordinates were established by GPS observations
 DM4361.and adjusted by the MN DEPT OF TRANSP in January 2014.
 DM4361
 DM4361.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DM4361.been affixed to the stable North American tectonic plate. See 
 DM4361.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DM4361
 DM4361.The horizontal coordinates are valid at the epoch date displayed above
 DM4361.which is a decimal equivalence of Year/Month/Day.
 DM4361
 DM4361.The orthometric height was determined by differential leveling and
 DM4361.adjusted by the NATIONAL GEODETIC SURVEY
 DM4361.in November 2011.
 DM4361
 DM4361.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM4361.GEOID18 height accuracy estimate available here.
 DM4361
 DM4361.Click photographs - Photos may exist for this station.
 DM4361
 DM4361.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DM4361
 DM4361.The Laplace correction was computed from DEFLEC18 derived deflections.
 DM4361
 DM4361.The ellipsoidal height was determined by GPS observations
 DM4361.and is referenced to NAD 83.
 DM4361
 DM4361.The dynamic height is computed by dividing the NAVD 88
 DM4361.geopotential number by the normal gravity value computed on the
 DM4361.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM4361.degrees latitude (g = 980.6199 gals.).
 DM4361
 DM4361.The modeled gravity was interpolated from observed gravity values.
 DM4361
 DM4361. The following values were computed from the NAD 83(2011) position.
 DM4361
 DM4361;                    North         East     Units Scale Factor Converg.
 DM4361;SPC MN S     -   330,877.846   664,810.980   MT  0.99997041   -1 12 11.8
 DM4361;SPC MN S     - 1,085,555.07  2,181,134.02   sFT  0.99997041   -1 12 11.8
 DM4361;UTM  15      - 4,993,770.000   286,125.165   MT  1.00016249   -1 55 26.1
 DM4361
 DM4361!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DM4361!SPC MN S     -   0.99995465  x   0.99997041  =   0.99992506
 DM4361!UTM  15      -   0.99995465  x   1.00016249  =   1.00011713
 DM4361
 DM4361:                Primary Azimuth Mark                     Grid Az
 DM4361:SPC MN S     -  1206 Q                                   180 22 45.6
 DM4361:UTM  15      -  1206 Q                                   181 05 59.9
 DM4361
 DM4361_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTK8612593769(NAD 83)
 DM4361
 DM4361|---------------------------------------------------------------------|
 DM4361| PID    Reference Object                     Distance      Geod. Az  |
 DM4361|                                                           dddmmss.s |
 DM4361| DP1267 MANDT                               386.044 METERS 00106     |
 DM4361| DM4362 1206 Q                              APPROX. 1.6 KM 1791033.8 |
 DM4361|---------------------------------------------------------------------|
 DM4361
 DM4361                          SUPERSEDED SURVEY CONTROL
 DM4361
 DM4361  NAVD 88 (02/23/11)  315.608  (m)         1035.46   (f) SUPERSEDED  2 1
 DM4361
 DM4361.Superseded values are not recommended for survey control.
 DM4361
 DM4361.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DM4361.See file dsdata.pdf to determine how the superseded data were derived.
 DM4361
 DM4361_MARKER: DD = SURVEY DISK
 DM4361_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DM4361_STAMPING: 1206 P 2006
 DM4361_MARK LOGO: MNDT
 DM4361_PROJECTION: FLUSH
 DM4361_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DM4361_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DM4361_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DM4361+SATELLITE: SATELLITE OBSERVATIONS - May 19, 2021
 DM4361_ROD/PIPE-DEPTH: 4.6 meters
 DM4361
 DM4361  HISTORY     - Date     Condition        Report By
 DM4361  HISTORY     - 20060926 MONUMENTED       MNDT
 DM4361  HISTORY     - 20131009 GOOD             MNDT
 DM4361  HISTORY     - 20210519 GOOD             MNDT
 DM4361
 DM4361                          STATION DESCRIPTION
 DM4361
 DM4361'DESCRIBED BY MN DEPT OF TRANSP 2006
 DM4361'THE STATION IS LOCATED ABOUT 6.7 MI (10.8 KM) WEST OF GRACELOCK, 6.0
 DM4361'MI (9.7 KM) SOUTH-SOUTHEAST OF BIG BEND CITY AND 5.6 MI (9.0 KM)
 DM4361'NORTHEAST OF WATSON.
 DM4361'
 DM4361'TO REACH TO THE MARK GO 7.90 MI (12.7 KM) NORTH ALONG TRUNK HIGHWAY 29
 DM4361'FROM THE JUNCTION OF TRUNK HIGHWAY 29 AND TRUNK HIGHWAY 7 IN
 DM4361'MONTEVIDEO, AT TRUNK HIGHWAY 29 MILE POINT 9.30, 75 FT (22.9 M) WEST
 DM4361'OF TRUNK HIGHWAY 29, 37 FT (11.3 M) NORTH OF 30TH STREET NORTHWEST,
 DM4361'9.0 FT (2.7 M) NORTH OF CABLE BOX NUMBER 643, 1.0 FT (0.3 M) WEST OF A
 DM4361'WITNESS POST.
 DM4361
 DM4361                          STATION RECOVERY (2013)
 DM4361
 DM4361'RECOVERY NOTE BY MN DEPT OF TRANSP 2013 (DXS)
 DM4361'8.0 MILES NORTH OF MONTEVIDEO, 7.90 MILES NORTH ALONG TRUNK HIGHWAY 29
 DM4361'FROM JUNCTION OF TRUNK HIGHWAY 29 AND TRUNK HIGHWAY 7 IN MONTEVIDEO,
 DM4361'AT TRUNK HIGHWAY 29 MILEPOINT 9.30, 75 FEET WEST OF TRUNK HIGHWAY 29,
 DM4361'37 FEET NORTH OF 30TH STREET NORTHWEST, 9.0 FEET NORTH OF CABLE BOX
 DM4361'NUMBER 643, 1.0 FOOT WEST OF WITNESS POST.
 DM4361
 DM4361                          STATION RECOVERY (2021)
 DM4361
 DM4361'RECOVERY NOTE BY MN DEPT OF TRANSP 2021 (TJD)
 DM4361'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DM4362 ***********************************************************************
 DM4362  DESIGNATION -  1206 Q
 DM4362  PID         -  DM4362
 DM4362  STATE/COUNTY-  MN/CHIPPEWA
 DM4362  COUNTRY     -  US
 DM4362  USGS QUAD   -  GRACELOCK SW (2019)
 DM4362
 DM4362                         *CURRENT SURVEY CONTROL
 DM4362  ______________________________________________________________________
 DM4362* NAD 83(2011) POSITION- 45 03 02.65319(N) 095 42 59.06824(W)   ADJUSTED
 DM4362* NAD 83(2011) ELLIP HT-   286.805 (meters)        (01/15/14)   ADJUSTED
 DM4362* NAD 83(2011) EPOCH   -  2010.00
 DM4362* NAVD 88 ORTHO HEIGHT -   313.125 (meters)     1027.31  (feet) ADJUSTED
 DM4362  ______________________________________________________________________
 DM4362  GEOID HEIGHT    -        -26.321 (meters)                     GEOID18
 DM4362  NAD 83(2011) X  -   -449,596.166 (meters)                     COMP
 DM4362  NAD 83(2011) Y  - -4,491,357.943 (meters)                     COMP
 DM4362  NAD 83(2011) Z  -  4,491,536.658 (meters)                     COMP
 DM4362  LAPLACE CORR    -         -1.72  (seconds)                    DEFLEC18
 DM4362  DYNAMIC HEIGHT  -        313.103 (meters)     1027.24  (feet) COMP
 DM4362  MODELED GRAVITY -    980,539.1   (mgal)                       NAVD 88
 DM4362
 DM4362  VERT ORDER      -  SECOND    CLASS I
 DM4362
 DM4362  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DM4362  Standards:
 DM4362         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DM4362            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DM4362  -------------------------------------------------------------------
 DM4362  NETWORK    0.87   0.96           0.39   0.31   0.49     -0.03093548
 DM4362  -------------------------------------------------------------------
 DM4362  Click here for local accuracies and other accuracy information.
 DM4362
 DM4362.The horizontal coordinates were established by GPS observations
 DM4362.and adjusted by the MN DEPT OF TRANSP in January 2014.
 DM4362
 DM4362.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DM4362.been affixed to the stable North American tectonic plate. See 
 DM4362.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DM4362
 DM4362.The horizontal coordinates are valid at the epoch date displayed above
 DM4362.which is a decimal equivalence of Year/Month/Day.
 DM4362
 DM4362.The orthometric height was determined by differential leveling and
 DM4362.adjusted by the NATIONAL GEODETIC SURVEY
 DM4362.in November 2011.
 DM4362
 DM4362.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM4362.GEOID18 height accuracy estimate available here.
 DM4362
 DM4362.Click photographs - Photos may exist for this station.
 DM4362
 DM4362.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DM4362
 DM4362.The Laplace correction was computed from DEFLEC18 derived deflections.
 DM4362
 DM4362.The ellipsoidal height was determined by GPS observations
 DM4362.and is referenced to NAD 83.
 DM4362
 DM4362.The dynamic height is computed by dividing the NAVD 88
 DM4362.geopotential number by the normal gravity value computed on the
 DM4362.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM4362.degrees latitude (g = 980.6199 gals.).
 DM4362
 DM4362.The modeled gravity was interpolated from observed gravity values.
 DM4362
 DM4362. The following values were computed from the NAD 83(2011) position.
 DM4362
 DM4362;                    North         East     Units Scale Factor Converg.
 DM4362;SPC MN S     -   329,284.579   664,800.432   MT  0.99996798   -1 12 11.1
 DM4362;SPC MN S     - 1,080,327.82  2,181,099.42   sFT  0.99996798   -1 12 11.1
 DM4362;UTM  15      - 4,992,176.683   286,094.580   MT  1.00016265   -1 55 23.6
 DM4362
 DM4362!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DM4362!SPC MN S     -   0.99995504  x   0.99996798  =   0.99992302
 DM4362!UTM  15      -   0.99995504  x   1.00016265  =   1.00011768
 DM4362
 DM4362:                Primary Azimuth Mark                     Grid Az
 DM4362:SPC MN S     -  1206 W                                   182 46 39.2
 DM4362:UTM  15      -  1206 W                                   183 29 51.7
 DM4362
 DM4362_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTK8609492176(NAD 83)
 DM4362
 DM4362|---------------------------------------------------------------------|
 DM4362| PID    Reference Object                     Distance      Geod. Az  |
 DM4362|                                                           dddmmss.s |
 DM4362| DP1256 1206 W                              APPROX. 1.6 KM 1813428.1 |
 DM4362| DM4361 1206 P                              APPROX. 1.6 KM 3591034.5 |
 DM4362|---------------------------------------------------------------------|
 DM4362
 DM4362                          SUPERSEDED SURVEY CONTROL
 DM4362
 DM4362  NAVD 88 (02/23/11)  313.143  (m)         1027.37   (f) SUPERSEDED  2 1
 DM4362
 DM4362.Superseded values are not recommended for survey control.
 DM4362
 DM4362.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DM4362.See file dsdata.pdf to determine how the superseded data were derived.
 DM4362
 DM4362_MARKER: DD = SURVEY DISK
 DM4362_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DM4362_STAMPING: 1206 Q 2006
 DM4362_MARK LOGO: MNDT
 DM4362_PROJECTION: FLUSH
 DM4362_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DM4362_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DM4362_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DM4362+SATELLITE: SATELLITE OBSERVATIONS - May 19, 2021
 DM4362_ROD/PIPE-DEPTH: 4.6 meters
 DM4362
 DM4362  HISTORY     - Date     Condition        Report By
 DM4362  HISTORY     - 20060925 MONUMENTED       MNDT
 DM4362  HISTORY     - 20131008 GOOD             MNDT
 DM4362  HISTORY     - 20210519 GOOD             MNDT
 DM4362
 DM4362                          STATION DESCRIPTION
 DM4362
 DM4362'DESCRIBED BY MN DEPT OF TRANSP 2006
 DM4362'THE STATION IS LOCATED ABOUT 6.9 MI (11.1 KM) SOUTH-SOUTHEAST OF BIG
 DM4362'BEND CITY, 6.7 MI (10.8 KM) WEST OF GRACELOCK AND 5.0 MI (8.0 KM)
 DM4362'NORTHEAST OF WATSON.
 DM4362'
 DM4362'TO REACH TO THE MARK GO 7.0 MI (11.3 KM) NORTH OF MONTEVIDEO, 6.90 MI
 DM4362'(11.1 KM) NORTH ALONG TRUNK HIGHWAY 29 FROM THE JUNCTION OF TRUNK
 DM4362'HIGHWAY 29 AND TRUNK HIGHWAY 7 IN MONTEVIDEO, AT TRUNK HIGHWAY 29 MILE
 DM4362'POINT 8.30, 106 FT (32.3 M) EAST OF TRUNK HIGHWAY 29, 30 FT (9.1 M)
 DM4362'SOUTH OF 20TH STREET SOUTHWEST, 22.0 FT (6.7 M) EAST-NORTHEAST OF
 DM4362'POWER-POLE, 1.0 FT (0.3 M) WEST OF A WITNESS POST.
 DM4362
 DM4362                          STATION RECOVERY (2013)
 DM4362
 DM4362'RECOVERY NOTE BY MN DEPT OF TRANSP 2013 (MPP)
 DM4362'7.0 MILES NORTH OF MONTEVIDEO, 6.9 MILES NORTH ALONG TRUNK HIGHWAY 29
 DM4362'FROM JUNCTION OF TRUNK HIGHWAY 29 AND TRUNK HIGHWAY 7 IN MONTEVIDEO,
 DM4362'AT TRUNK HIGHWAY 29 MILEPOINT 8.30, 106 FEET EAST OF TRUNK HIGHWAY 29,
 DM4362'30 FEET SOUTH OF 20TH STREET SOUTHWEST, 22.0 FEET EAST-NORTHEAST OF
 DM4362'POWER POLE, 1.0 FOOT WEST OF WITNESS POST.
 DM4362
 DM4362                          STATION RECOVERY (2021)
 DM4362
 DM4362'RECOVERY NOTE BY MN DEPT OF TRANSP 2021 (TJD)
 DM4362'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DM4363 ***********************************************************************
 DM4363  DESIGNATION -  1206 R
 DM4363  PID         -  DM4363
 DM4363  STATE/COUNTY-  MN/CHIPPEWA
 DM4363  COUNTRY     -  US
 DM4363  USGS QUAD   -  GRACELOCK SW (2019)
 DM4363
 DM4363                         *CURRENT SURVEY CONTROL
 DM4363  ______________________________________________________________________
 DM4363* NAD 83(1986) POSITION- 45 02 08.82   (N) 095 42 59.72   (W)   HD_HELD1
 DM4363* NAVD 88 ORTHO HEIGHT -   309.757 (meters)     1016.26  (feet) ADJUSTED
 DM4363  ______________________________________________________________________
 DM4363  GEOID HEIGHT    -        -26.318 (meters)                     GEOID18
 DM4363  DYNAMIC HEIGHT  -        309.735 (meters)     1016.19  (feet) COMP
 DM4363  MODELED GRAVITY -    980,538.7   (mgal)                       NAVD 88
 DM4363
 DM4363  VERT ORDER      -  SECOND    CLASS I
 DM4363
 DM4363.The horizontal coordinates were determined by differentially corrected
 DM4363.hand held GPS observations or other comparable positioning techniques
 DM4363.and have an estimated accuracy of +/- 3 meters.
 DM4363
 DM4363.The orthometric height was determined by differential leveling and
 DM4363.adjusted by the NATIONAL GEODETIC SURVEY
 DM4363.in November 2011.
 DM4363
 DM4363.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM4363.GEOID18 height accuracy estimate available here.
 DM4363
 DM4363.Click photographs - Photos may exist for this station.
 DM4363
 DM4363.The dynamic height is computed by dividing the NAVD 88
 DM4363.geopotential number by the normal gravity value computed on the
 DM4363.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM4363.degrees latitude (g = 980.6199 gals.).
 DM4363
 DM4363.The modeled gravity was interpolated from observed gravity values.
 DM4363
 DM4363;                    North         East    Units  Estimated Accuracy
 DM4363;SPC MN S     -   327,623.5     664,751.3     MT  (+/- 3 meters HH1 GPS) 
 DM4363
 DM4363_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTK8602490515(NAD 83)
 DM4363
 DM4363                          SUPERSEDED SURVEY CONTROL
 DM4363
 DM4363  NAVD 88 (02/23/11)  309.777  (m)         1016.33   (f) SUPERSEDED  2 1
 DM4363
 DM4363.Superseded values are not recommended for survey control.
 DM4363
 DM4363.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DM4363.See file dsdata.pdf to determine how the superseded data were derived.
 DM4363
 DM4363_MARKER: DV = VERTICAL CONTROL DISK
 DM4363_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DM4363_SP_SET: BRIDGE ABUTMENT
 DM4363_STAMPING: 1206 R 2006
 DM4363_MARK LOGO: MNDT
 DM4363_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DM4363_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DM4363_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DM4363+SATELLITE: SATELLITE OBSERVATIONS - July 16, 2013
 DM4363
 DM4363  HISTORY     - Date     Condition        Report By
 DM4363  HISTORY     - 20060912 MONUMENTED       MNDT
 DM4363  HISTORY     - 20130716 GOOD             MNDT
 DM4363
 DM4363                          STATION DESCRIPTION
 DM4363
 DM4363'DESCRIBED BY MN DEPT OF TRANSP 2006
 DM4363'THE STATION IS LOCATED ABOUT 6.7 MI (10.8 KM) WEST OF GRACELOCK, 6.4
 DM4363'MI (10.3 KM) NORTH OF MONTEVIDEO AND 4.5 MI (7.2 KM) EAST-NORTHEAST OF
 DM4363'WATSON.
 DM4363'
 DM4363'TO REACH TO THE MARK GO 6.0 MI (9.7 KM) NORTH OF MONTEVIDEO, IN
 DM4363'ABUTMENT IN SOUTHEAST CORNER OF TRUNK HIGHWAY 29 BRIDGE NUMBER 6441
 DM4363'OVER THE DITCH, 5.90 MI (9.5 KM) NORTH ALONG TRUNK HIGHWAY 29 FROM THE
 DM4363'JUNCTION OF TRUNK HIGHWAY 29 AND TRUNK HIGHWAY 7 IN MONTEVIDEO, AT
 DM4363'TRUNK HIGHWAY 29 MILE POINT 7.30, 26 FT (7.9 M) EAST OF TRUNK HIGHWAY
 DM4363'29, 179 FT (54.6 M) SOUTH OF 10TH SW STREET NORTHWEST.
 DM4363
 DM4363                          STATION RECOVERY (2013)
 DM4363
 DM4363'RECOVERY NOTE BY MN DEPT OF TRANSP 2013 (DAS)
 DM4363'6.0 MI (9.7 KM) NORTH OF MONTEVIDEO, IN SOUTHEAST CORNER BRIDGE
 DM4363'ABUTMENT OF TRUNK HIGHWAY 29 BRIDGE NUMBER 6441 OVER DITCH, 5.90 MI
 DM4363'(9.5 KM) NORTH ALONG TRUNK HIGHWAY 29  FROM THE JUNCTION OF TRUNK
 DM4363'HIGHWAY 29 AND TRUNK HIGHWAY 7 IN MONTEVIDEO, AT TRUNK HIGHWAY 29 MILE
 DM4363'POINT 7.30, 179 FT (54.6 M) SOUTH OF 10TH STREET NORTHWEST, 26 FT (7.9
 DM4363'M) EAST OF TRUNK HIGHWAY 29.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DM4366 ***********************************************************************
 DM4366  DESIGNATION -  1206 S
 DM4366  PID         -  DM4366
 DM4366  STATE/COUNTY-  MN/CHIPPEWA
 DM4366  COUNTRY     -  US
 DM4366  USGS QUAD   -  MONTEVIDEO (2019)
 DM4366
 DM4366                         *CURRENT SURVEY CONTROL
 DM4366  ______________________________________________________________________
 DM4366* NAD 83(2011) POSITION- 44 59 34.17858(N) 095 42 58.70313(W)   ADJUSTED
 DM4366* NAD 83(2011) ELLIP HT-   288.683 (meters)        (01/15/14)   ADJUSTED
 DM4366* NAD 83(2011) EPOCH   -  2010.00
 DM4366* NAVD 88 ORTHO HEIGHT -   314.998 (meters)     1033.46  (feet) ADJUSTED
 DM4366  ______________________________________________________________________
 DM4366  GEOID HEIGHT    -        -26.316 (meters)                     GEOID18
 DM4366  NAD 83(2011) X  -   -450,041.801 (meters)                     COMP
 DM4366  NAD 83(2011) Y  - -4,495,890.029 (meters)                     COMP
 DM4366  NAD 83(2011) Z  -  4,486,988.839 (meters)                     COMP
 DM4366  LAPLACE CORR    -         -1.33  (seconds)                    DEFLEC18
 DM4366  DYNAMIC HEIGHT  -        314.977 (meters)     1033.39  (feet) COMP
 DM4366  MODELED GRAVITY -    980,541.0   (mgal)                       NAVD 88
 DM4366
 DM4366  VERT ORDER      -  SECOND    CLASS I
 DM4366
 DM4366  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DM4366  Standards:
 DM4366         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DM4366            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DM4366  -------------------------------------------------------------------
 DM4366  NETWORK    0.94   1.12           0.43   0.32   0.57      0.04605622
 DM4366  -------------------------------------------------------------------
 DM4366  Click here for local accuracies and other accuracy information.
 DM4366
 DM4366.The horizontal coordinates were established by GPS observations
 DM4366.and adjusted by the MN DEPT OF TRANSP in January 2014.
 DM4366
 DM4366.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DM4366.been affixed to the stable North American tectonic plate. See 
 DM4366.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DM4366
 DM4366.The horizontal coordinates are valid at the epoch date displayed above
 DM4366.which is a decimal equivalence of Year/Month/Day.
 DM4366
 DM4366.The orthometric height was determined by differential leveling and
 DM4366.adjusted by the NATIONAL GEODETIC SURVEY
 DM4366.in November 2011.
 DM4366
 DM4366.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM4366.GEOID18 height accuracy estimate available here.
 DM4366
 DM4366.Click photographs - Photos may exist for this station.
 DM4366
 DM4366.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DM4366
 DM4366.The Laplace correction was computed from DEFLEC18 derived deflections.
 DM4366
 DM4366.The ellipsoidal height was determined by GPS observations
 DM4366.and is referenced to NAD 83.
 DM4366
 DM4366.The dynamic height is computed by dividing the NAVD 88
 DM4366.geopotential number by the normal gravity value computed on the
 DM4366.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM4366.degrees latitude (g = 980.6199 gals.).
 DM4366
 DM4366.The modeled gravity was interpolated from observed gravity values.
 DM4366
 DM4366. The following values were computed from the NAD 83(2011) position.
 DM4366
 DM4366;                    North         East     Units Scale Factor Converg.
 DM4366;SPC MN S     -   322,850.443   664,673.309   MT  0.99995879   -1 12 10.8
 DM4366;SPC MN S     - 1,059,218.50  2,180,682.35   sFT  0.99995879   -1 12 10.8
 DM4366;UTM  15      - 4,985,743.364   285,886.667   MT  1.00016375   -1 55 16.3
 DM4366
 DM4366!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DM4366!SPC MN S     -   0.99995474  x   0.99995879  =   0.99991353
 DM4366!UTM  15      -   0.99995474  x   1.00016375  =   1.00011848
 DM4366
 DM4366:                Primary Azimuth Mark                     Grid Az
 DM4366:SPC MN S     -  1206 V                                   181 55 02.0
 DM4366:UTM  15      -  1206 V                                   182 38 07.5
 DM4366
 DM4366_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTK8588685743(NAD 83)
 DM4366
 DM4366|---------------------------------------------------------------------|
 DM4366| PID    Reference Object                     Distance      Geod. Az  |
 DM4366|                                                           dddmmss.s |
 DM4366| DP1255 1206 V                              APPROX. 1.5 KM 1804251.2 |
 DM4366|---------------------------------------------------------------------|
 DM4366
 DM4366                          SUPERSEDED SURVEY CONTROL
 DM4366
 DM4366  NAVD 88 (02/23/11)  315.025  (m)         1033.54   (f) SUPERSEDED  2 1
 DM4366
 DM4366.Superseded values are not recommended for survey control.
 DM4366
 DM4366.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DM4366.See file dsdata.pdf to determine how the superseded data were derived.
 DM4366
 DM4366_MARKER: DD = SURVEY DISK
 DM4366_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DM4366_STAMPING: 1206 S 2006
 DM4366_MARK LOGO: MNDT
 DM4366_PROJECTION: RECESSED 5 CENTIMETERS
 DM4366_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DM4366_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DM4366_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DM4366+SATELLITE: SATELLITE OBSERVATIONS - May 19, 2021
 DM4366_ROD/PIPE-DEPTH: 4.6 meters
 DM4366
 DM4366  HISTORY     - Date     Condition        Report By
 DM4366  HISTORY     - 20060925 MONUMENTED       MNDT
 DM4366  HISTORY     - 20131008 GOOD             MNDT
 DM4366  HISTORY     - 20210519 GOOD             MNDT
 DM4366
 DM4366                          STATION DESCRIPTION
 DM4366
 DM4366'DESCRIBED BY MN DEPT OF TRANSP 2006
 DM4366'THE STATION IS LOCATED ABOUT 7.8 MI (12.6 KM) WEST-SOUTHWEST OF
 DM4366'GRACELOCK, 4.3 MI (6.9 KM) EAST-SOUTHEAST OF WATSON AND 3.5 MI (5.6
 DM4366'KM) NORTH OF MONTEVIDEO.
 DM4366'
 DM4366'TO REACH TO THE MARK GO 2.90 MI (4.7 KM) NORTH ALONG TRUNK HIGHWAY 29
 DM4366'FROM THE JUNCTION OF TRUNK HIGHWAY 29 AND TRUNK HIGHWAY 7 IN
 DM4366'MONTEVIDEO, AT TRUNK HIGHWAY 29 MILE POINT 4.30, 75 FT (22.9 M) EAST
 DM4366'OF TRUNK HIGHWAY 29, 76 FT (23.2 M) NORTH OF COUNTY ROAD 36, 9.0 FT
 DM4366'(2.7 M) NORTH OF CABLE BOX NUMBER 0601, 1.0 FT (0.3 M) WEST OF A
 DM4366'WITNESS POST.
 DM4366
 DM4366                          STATION RECOVERY (2013)
 DM4366
 DM4366'RECOVERY NOTE BY MN DEPT OF TRANSP 2013 (DXS)
 DM4366'3.0 MILES NORTH OF MONTEVIDEO, 2.9 MILES NORTH ALONG TRUNK HIGHWAY 29
 DM4366'FROM JUNCTION OF TRUNK HIGHWAY 29 AND TRUNK HIGHWAY 7 IN MONTEVIDEO,
 DM4366'AT TRUNK HIGHWAY 29 MILEPOINT 4.30, 76 FEET NORTH OF COUNTY ROAD 36,
 DM4366'75 FEET EAST OF TRUNK HIGHWAY 29, 9.0 FEET NORTH OF CABLE BOX NUMBER
 DM4366'0601, 1.0 FOOT WEST OF WITNESS POST.
 DM4366
 DM4366                          STATION RECOVERY (2021)
 DM4366
 DM4366'RECOVERY NOTE BY MN DEPT OF TRANSP 2021 (TJD)
 DM4366'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DM4368 ***********************************************************************
 DM4368  SACS        -  This is a Secondary Airport Control Station.
 DM4368  DESIGNATION -  1206 T
 DM4368  PID         -  DM4368
 DM4368  STATE/COUNTY-  MN/CHIPPEWA
 DM4368  COUNTRY     -  US
 DM4368  USGS QUAD   -  MONTEVIDEO (2019)
 DM4368
 DM4368                         *CURRENT SURVEY CONTROL
 DM4368  ______________________________________________________________________
 DM4368* NAD 83(2011) POSITION- 44 58 11.08178(N) 095 42 58.08790(W)   ADJUSTED
 DM4368* NAD 83(2011) ELLIP HT-   287.936 (meters)        (05/13/13)   ADJUSTED
 DM4368* NAD 83(2011) EPOCH   -  2010.00
 DM4368* NAVD 88 ORTHO HEIGHT -   314.253 (meters)     1031.01  (feet) ADJUSTED
 DM4368  ______________________________________________________________________
 DM4368  GEOID HEIGHT    -        -26.319 (meters)                     GEOID18
 DM4368  NAD 83(2011) X  -   -450,208.948 (meters)                     COMP
 DM4368  NAD 83(2011) Y  - -4,497,695.178 (meters)                     COMP
 DM4368  NAD 83(2011) Z  -  4,485,173.777 (meters)                     COMP
 DM4368  LAPLACE CORR    -         -0.99  (seconds)                    DEFLEC18
 DM4368  DYNAMIC HEIGHT  -        314.232 (meters)     1030.94  (feet) COMP
 DM4368  MODELED GRAVITY -    980,540.1   (mgal)                       NAVD 88
 DM4368
 DM4368  VERT ORDER      -  SECOND    CLASS I
 DM4368
 DM4368  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DM4368  Standards:
 DM4368         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DM4368            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DM4368  -------------------------------------------------------------------
 DM4368  NETWORK    0.22   0.43           0.10   0.08   0.22     -0.00282353
 DM4368  -------------------------------------------------------------------
 DM4368  Click here for local accuracies and other accuracy information.
 DM4368
 DM4368.This mark is at Montevideo-Chippewa Co Airport (MVE)
 DM4368
 DM4368.The horizontal coordinates were established by GPS observations
 DM4368.and adjusted by the MN DEPT OF TRANSP in May 2013.
 DM4368
 DM4368.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DM4368.been affixed to the stable North American tectonic plate. See 
 DM4368.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DM4368
 DM4368.The horizontal coordinates are valid at the epoch date displayed above
 DM4368.which is a decimal equivalence of Year/Month/Day.
 DM4368
 DM4368.The orthometric height was determined by differential leveling and
 DM4368.adjusted by the NATIONAL GEODETIC SURVEY
 DM4368.in November 2011.
 DM4368
 DM4368.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM4368.GEOID18 height accuracy estimate available here.
 DM4368
 DM4368.Click photographs - Photos may exist for this station.
 DM4368
 DM4368.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DM4368
 DM4368.The Laplace correction was computed from DEFLEC18 derived deflections.
 DM4368
 DM4368.The ellipsoidal height was determined by GPS observations
 DM4368.and is referenced to NAD 83.
 DM4368
 DM4368.The dynamic height is computed by dividing the NAVD 88
 DM4368.geopotential number by the normal gravity value computed on the
 DM4368.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM4368.degrees latitude (g = 980.6199 gals.).
 DM4368
 DM4368.The modeled gravity was interpolated from observed gravity values.
 DM4368
 DM4368. The following values were computed from the NAD 83(2011) position.
 DM4368
 DM4368;                    North         East     Units Scale Factor Converg.
 DM4368;SPC MN S     -   320,285.651   664,632.934   MT  0.99995541   -1 12 10.4
 DM4368;SPC MN S     - 1,050,803.84  2,180,549.88   sFT  0.99995541   -1 12 10.4
 DM4368;UTM  15      - 4,983,178.748   285,814.149   MT  1.00016414   -1 55 13.1
 DM4368
 DM4368!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DM4368!SPC MN S     -   0.99995486  x   0.99995541  =   0.99991027
 DM4368!UTM  15      -   0.99995486  x   1.00016414  =   1.00011899
 DM4368
 DM4368:                Primary Azimuth Mark                     Grid Az
 DM4368:SPC MN S     -  1206 V                                   359 34 32.1
 DM4368:UTM  15      -  1206 V                                   000 17 34.8
 DM4368
 DM4368_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTK8581483178(NAD 83)
 DM4368
 DM4368|---------------------------------------------------------------------|
 DM4368| PID    Reference Object                     Distance      Geod. Az  |
 DM4368|                                                           dddmmss.s |
 DM4368| DP1273 SPARTA                              285.015 METERS 18411     |
 DM4368| DP1255 1206 V                              APPROX. 1.1 KM 3582221.7 |
 DM4368|---------------------------------------------------------------------|
 DM4368
 DM4368                          SUPERSEDED SURVEY CONTROL
 DM4368
 DM4368  NAVD 88 (02/23/11)  314.284  (m)         1031.11   (f) SUPERSEDED  2 1
 DM4368
 DM4368.Superseded values are not recommended for survey control.
 DM4368
 DM4368.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DM4368.See file dsdata.pdf to determine how the superseded data were derived.
 DM4368
 DM4368_MARKER: DD = SURVEY DISK
 DM4368_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DM4368_STAMPING: 1206 T 2006
 DM4368_MARK LOGO: MNDT
 DM4368_PROJECTION: RECESSED 5 CENTIMETERS
 DM4368_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DM4368_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DM4368_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DM4368+SATELLITE: SATELLITE OBSERVATIONS - May 19, 2021
 DM4368_ROD/PIPE-DEPTH: 6.1 meters
 DM4368
 DM4368  HISTORY     - Date     Condition        Report By
 DM4368  HISTORY     - 20060925 MONUMENTED       MNDT
 DM4368  HISTORY     - 20110511 GOOD             MNDT
 DM4368  HISTORY     - 20120411 GOOD             MNDT
 DM4368  HISTORY     - 20121120 GOOD             SEH
 DM4368  HISTORY     - 20131009 GOOD             MNDT
 DM4368  HISTORY     - 20200730 GOOD             MNDT
 DM4368  HISTORY     - 20210519 GOOD             MNDT
 DM4368
 DM4368                          STATION DESCRIPTION
 DM4368
 DM4368'DESCRIBED BY MN DEPT OF TRANSP 2006
 DM4368'THE STATION IS LOCATED ABOUT 8.7 MI (14.0 KM) SOUTHWEST OF GRACELOCK,
 DM4368'5.0 MI (8.0 KM) EAST-SOUTHEAST OF WATSON AND 1.9 MI (3.1 KM) NORTH OF
 DM4368'MONTEVIDEO.
 DM4368'
 DM4368'TO REACH TO THE MARK GO 1.20 MI (1.9 KM) NORTH ALONG TRUNK HIGHWAY 29
 DM4368'FROM THE JUNCTION OF TRUNK HIGHWAY 29 AND TRUNK HIGHWAY 7 IN
 DM4368'MONTEVIDEO, AT TRUNK HIGHWAY 29 MILE POINT 2.70, 83.6 FT (25.5 M) EAST
 DM4368'OF TRUNK HIGHWAY 29, 63.0 FT (19.2 M) SOUTH OF AIRPORT ROAD, 7.0 FT
 DM4368'(2.1 M) SOUTHWEST OF MONTEVIDEO AIRPORT SIGN, 7.0 FT (2.1 M) SOUTHWEST
 DM4368'OF A WITNESS POST.
 DM4368
 DM4368                          STATION RECOVERY (2011)
 DM4368
 DM4368'RECOVERY NOTE BY MN DEPT OF TRANSP 2011 (MAS)
 DM4368'RECOVERED AS DESCRIBED.
 DM4368
 DM4368                          STATION RECOVERY (2012)
 DM4368
 DM4368'RECOVERY NOTE BY MN DEPT OF TRANSP 2012 (AXL)
 DM4368'1.5 MILES NORTH OF MONTEVIDEO, 1.2 MILES NORTH ALONG TRUNK HIGHWAY 29
 DM4368'FROM JUNCTION OF TRUNK HIGHWAY 29 AND TRUNK HIGHWAY 7 IN MONTEVIDEO,
 DM4368'AT TRUNK HIGHWAY 29 MILEPOINT 2.70, 83.6 FEET EAST OF TRUNK HIGHWAY
 DM4368'29, 63.0 FEET SOUTH OF AIRPORT ROAD, 7.0 FEET SOUTHWEST OF MONTEVIDEO
 DM4368'AIRPORT SIGN, 7.0 FEET SOUTHWEST OF WITNESS POST.
 DM4368
 DM4368                          STATION RECOVERY (2012)
 DM4368
 DM4368'RECOVERY NOTE BY SEH INC. 2012 (BRW)
 DM4368'THE STATION IS LOCATED ABOUT 8.7 MI (14.0 KM) SOUTHWEST OF GRACELOCK,
 DM4368'5.0 MI (8.0 KM) EAST-SOUTHEAST OF WATSON AND 1.9 MI (3.1 KM) NORTH OF
 DM4368'MONTEVIDEO.  STEVEN CRAIG JONES MONTEVIDEO-CHIPPEWA COUNTY AIRPORT
 DM4368'1902 BENSON ROAD MONTEVIDEO, MN 56265 320-269-6575.
 DM4368'
 DM4368'TO REACH FROM THE INTERSECTION OF TRUNK HIGHWAY 7 AND TRUNK HIGHWAY 29
 DM4368'IN MONTEVIDEO, GO NORTH ON TRUNK HIGHWAY 29 1.25 MI (2.0 KM) TO THE
 DM4368'AIRPORT ENTRANCE ROAD AND TO THE STATION ON THE RIGHT.
 DM4368'
 DM4368'IT IS 83.6 FT (25.5 M) EAST OF TRUNK HIGHWAY 29, 63.0 FT (19.2 M)
 DM4368'SOUTH OF AIRPORT ENTRANCE ROAD, 7.0 FT (2.1 M) SOUTHWEST OF AIRPORT
 DM4368'SIGN, 7.0 FT (2.1 M) SOUTHWEST OF A WITNESS POST AND 5.6 FT (1.7 M)
 DM4368'SOUTH OF STEEL POST WITH LIGHTS.  THIS STATION IS DESIGNATED AS A
 DM4368'SECONDARY AIRPORT CONTROL STATION.
 DM4368
 DM4368                          STATION RECOVERY (2013)
 DM4368
 DM4368'RECOVERY NOTE BY MN DEPT OF TRANSP 2013 (MXS)
 DM4368'1.5 MILES NORTH OF MONTEVIDEO, 1.2 MILES NORTH ALONG TRUNK HIGHWAY 29
 DM4368'FROM JUNCTION OF TRUNK HIGHWAY 29 AND TRUNK HIGHWAY 7 IN MONTEVIDEO,
 DM4368'AT TRUNK HIGHWAY 29 MILEPOINT 2.70, 83.6 FEET EAST OF TRUNK HIGHWAY
 DM4368'29, 63.0 FEET SOUTH OF AIRPORT ROAD, 7.0 FEET SOUTHWEST OF MONTEVIDEO
 DM4368'AIRPORT SIGN, 7.0 FEET SOUTHWEST OF WITNESS POST.
 DM4368
 DM4368                          STATION RECOVERY (2020)
 DM4368
 DM4368'RECOVERY NOTE BY MN DEPT OF TRANSP 2020 (BAB)
 DM4368'RECOVERED AS DESCRIBED.
 DM4368
 DM4368                          STATION RECOVERY (2021)
 DM4368
 DM4368'RECOVERY NOTE BY MN DEPT OF TRANSP 2021 (TJD)
 DM4368'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DM4369 ***********************************************************************
 DM4369  DESIGNATION -  1206 U
 DM4369  PID         -  DM4369
 DM4369  STATE/COUNTY-  MN/CHIPPEWA
 DM4369  COUNTRY     -  US
 DM4369  USGS QUAD   -  MONTEVIDEO (2019)
 DM4369
 DM4369                         *CURRENT SURVEY CONTROL
 DM4369  ______________________________________________________________________
 DM4369* NAD 83(1986) POSITION- 44 57 27.6    (N) 095 43 00.9    (W)   HD_HELD2
 DM4369* NAVD 88 ORTHO HEIGHT -   313.161 (meters)     1027.43  (feet) ADJUSTED
 DM4369  ______________________________________________________________________
 DM4369  GEOID HEIGHT    -        -26.322 (meters)                     GEOID18
 DM4369  DYNAMIC HEIGHT  -        313.139 (meters)     1027.36  (feet) COMP
 DM4369  MODELED GRAVITY -    980,539.4   (mgal)                       NAVD 88
 DM4369
 DM4369  VERT ORDER      -  SECOND    CLASS I
 DM4369
 DM4369.The horizontal coordinates were established by autonomous hand held GPS
 DM4369.observations and have an estimated accuracy of +/- 10 meters.
 DM4369
 DM4369.The orthometric height was determined by differential leveling and
 DM4369.adjusted by the NATIONAL GEODETIC SURVEY
 DM4369.in November 2011.
 DM4369
 DM4369.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM4369.GEOID18 height accuracy estimate available here.
 DM4369
 DM4369.Click photographs - Photos may exist for this station.
 DM4369
 DM4369.The dynamic height is computed by dividing the NAVD 88
 DM4369.geopotential number by the normal gravity value computed on the
 DM4369.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM4369.degrees latitude (g = 980.6199 gals.).
 DM4369
 DM4369.The modeled gravity was interpolated from observed gravity values.
 DM4369
 DM4369;                    North         East    Units  Estimated Accuracy
 DM4369;SPC MN S     -   318,945.      664,543.      MT  (+/- 10 meters HH2 GPS)
 DM4369
 DM4369_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTK8570781839(NAD 83)
 DM4369
 DM4369                          SUPERSEDED SURVEY CONTROL
 DM4369
 DM4369  NAVD 88 (02/23/11)  313.193  (m)         1027.53   (f) SUPERSEDED  2 1
 DM4369
 DM4369.Superseded values are not recommended for survey control.
 DM4369
 DM4369.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DM4369.See file dsdata.pdf to determine how the superseded data were derived.
 DM4369
 DM4369_MARKER: DD = SURVEY DISK
 DM4369_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 DM4369_SP_SET: SIGN FOUNDATION
 DM4369_STAMPING: 1206 U 2006
 DM4369_MARK LOGO: MNDT
 DM4369_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DM4369_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DM4369+STABILITY: SURFACE MOTION
 DM4369_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DM4369+SATELLITE: SATELLITE OBSERVATIONS - July 30, 2020
 DM4369
 DM4369  HISTORY     - Date     Condition        Report By
 DM4369  HISTORY     - 2006     MONUMENTED       MNDT
 DM4369  HISTORY     - 20110511 GOOD             MNDT
 DM4369  HISTORY     - 20200730 GOOD             MNDT
 DM4369
 DM4369                          STATION DESCRIPTION
 DM4369
 DM4369'DESCRIBED BY MN DEPT OF TRANSP 2006
 DM4369'THE STATION IS LOCATED ABOUT 9.3 MI (15.0 KM) SOUTHWEST OF GRACELOCK,
 DM4369'5.5 MI (8.8 KM) SOUTHEAST OF WATSON AND 1.1 MI (1.8 KM)
 DM4369'NORTH-NORTHEAST OF MONTEVIDEO.
 DM4369'
 DM4369'TO REACH TO THE MARK IN MONTEVIDEO, IN CONCRETE BASE IN SOUTHEAST
 DM4369'CORNER OF CASEY GAS SIGN, 0.40 MI (0.6 KM) NORTH ALONG TRUNK HIGHWAY
 DM4369'29 FROM THE JUNCTION OF TRUNK HIGHWAY 29 AND TRUNK HIGHWAY 7 IN
 DM4369'MONTEVIDEO, AT TRUNK HIGHWAY 29 MILE POINT 1.90, 45.6 FT (13.9 M) EAST
 DM4369'OF TRUNK HIGHWAY 29.
 DM4369
 DM4369                          STATION RECOVERY (2011)
 DM4369
 DM4369'RECOVERY NOTE BY MN DEPT OF TRANSP 2011 (MAS)
 DM4369'RECOVERED AS DESCRIBED.
 DM4369
 DM4369                          STATION RECOVERY (2020)
 DM4369
 DM4369'RECOVERY NOTE BY MN DEPT OF TRANSP 2020 (BAB)
 DM4369'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DP1255 ***********************************************************************
 DP1255  HT_MOD      -  This is a Height Modernization Survey Station.
 DP1255  DESIGNATION -  1206 V
 DP1255  PID         -  DP1255
 DP1255  STATE/COUNTY-  MN/CHIPPEWA
 DP1255  COUNTRY     -  US
 DP1255  USGS QUAD   -  MONTEVIDEO (2019)
 DP1255
 DP1255                         *CURRENT SURVEY CONTROL
 DP1255  ______________________________________________________________________
 DP1255* NAD 83(2011) POSITION- 44 58 47.10708(N) 095 42 59.52992(W)   ADJUSTED
 DP1255* NAD 83(2011) ELLIP HT-   269.787 (meters)        (01/15/14)   ADJUSTED
 DP1255* NAD 83(2011) EPOCH   -  2010.00
 DP1255* NAVD 88 ORTHO HEIGHT -   296.10  (meters)      971.5   (feet) GPS OBS
 DP1255  ______________________________________________________________________
 DP1255  NAVD 88 orthometric height was determined with geoid model    GEOID12A
 DP1255  GEOID HEIGHT    -        -26.321 (meters)                     GEOID12A
 DP1255  GEOID HEIGHT    -        -26.318 (meters)                     GEOID18
 DP1255  NAD 83(2011) X  -   -450,160.816 (meters)                     COMP
 DP1255  NAD 83(2011) Y  - -4,496,897.107 (meters)                     COMP
 DP1255  NAD 83(2011) Z  -  4,485,947.700 (meters)                     COMP
 DP1255  LAPLACE CORR    -         -1.07  (seconds)                    DEFLEC18
 DP1255
 DP1255  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DP1255  Standards:
 DP1255         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DP1255            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DP1255  -------------------------------------------------------------------
 DP1255  NETWORK    0.77   1.08           0.34   0.28   0.55     -0.07833259
 DP1255  -------------------------------------------------------------------
 DP1255  Click here for local accuracies and other accuracy information.
 DP1255
 DP1255.The horizontal coordinates were established by GPS observations
 DP1255.and adjusted by the MN DEPT OF TRANSP in January 2014.
 DP1255
 DP1255.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DP1255.been affixed to the stable North American tectonic plate. See 
 DP1255.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DP1255
 DP1255.The horizontal coordinates are valid at the epoch date displayed above
 DP1255.which is a decimal equivalence of Year/Month/Day.
 DP1255
 DP1255.The orthometric height was determined by GPS observations and a
 DP1255.high-resolution geoid model using precise GPS observation and
 DP1255.processing techniques.
 DP1255
 DP1255.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP1255.GEOID18 height accuracy estimate available here.
 DP1255
 DP1255.Click photographs - Photos may exist for this station.
 DP1255
 DP1255.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DP1255
 DP1255.The Laplace correction was computed from DEFLEC18 derived deflections.
 DP1255
 DP1255.The ellipsoidal height was determined by GPS observations
 DP1255.and is referenced to NAD 83.
 DP1255
 DP1255. The following values were computed from the NAD 83(2011) position.
 DP1255
 DP1255;                    North         East     Units Scale Factor Converg.
 DP1255;SPC MN S     -   321,398.114   664,624.693   MT  0.99995685   -1 12 11.4
 DP1255;SPC MN S     - 1,054,453.65  2,180,522.85   sFT  0.99995685   -1 12 11.4
 DP1255;UTM  15      - 4,984,291.459   285,819.842   MT  1.00016410   -1 55 15.3
 DP1255
 DP1255!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DP1255!SPC MN S     -   0.99995770  x   0.99995685  =   0.99991455
 DP1255!UTM  15      -   0.99995770  x   1.00016410  =   1.00012180
 DP1255
 DP1255:                Primary Azimuth Mark                     Grid Az
 DP1255:SPC MN S     -  1206 S                                   001 55 02.0
 DP1255:UTM  15      -  1206 S                                   002 38 05.9
 DP1255
 DP1255_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTK8581984291(NAD 83)
 DP1255
 DP1255|---------------------------------------------------------------------|
 DP1255| PID    Reference Object                     Distance      Geod. Az  |
 DP1255|                                                           dddmmss.s |
 DP1255| DM4366 1206 S                              APPROX. 1.5 KM 0004250.6 |
 DP1255|---------------------------------------------------------------------|
 DP1255
 DP1255                          SUPERSEDED SURVEY CONTROL
 DP1255
 DP1255.No superseded survey control is available for this station.
 DP1255
 DP1255_MARKER: I = METAL ROD
 DP1255_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DP1255_STAMPING: 1206 V 2013
 DP1255_MARK LOGO: MNDT
 DP1255_PROJECTION: RECESSED 5 CENTIMETERS
 DP1255_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DP1255_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DP1255_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP1255+SATELLITE: SATELLITE OBSERVATIONS - May 19, 2021
 DP1255_ROD/PIPE-DEPTH: 11.9 meters
 DP1255
 DP1255  HISTORY     - Date     Condition        Report By
 DP1255  HISTORY     - 20130731 MONUMENTED       MNDT
 DP1255  HISTORY     - 20210519 GOOD             MNDT
 DP1255
 DP1255                          STATION DESCRIPTION
 DP1255
 DP1255'DESCRIBED BY MN DEPT OF TRANSP 2013
 DP1255'2.4 MILES NORTH OF MONTEVIDEO, 1.9 MILES NORTH ALONG TRUNK HIGHWAY29
 DP1255'FROM THE JUNCTION OF TRUNK HIGHWAY 29 AND THE EAST JUNCTION OF TRUNK
 DP1255'HIGHWAY 7 IN MONTEVIDEO, AT TRUNK HIGHWAY 29 MILEPOINT 3.4, 66.2 FEET
 DP1255'WEST OF TRUNK HIGHWAY 29, 0.15 MILES SOUTH OF ROLLING HILLS DRIVE
 DP1255'SOUTHWEST, 10.2 FEET NORTH OF ENTRANCE, 2.8 FEET EAST OF WITNESS POST.
 DP1255
 DP1255                          STATION RECOVERY (2021)
 DP1255
 DP1255'RECOVERY NOTE BY MN DEPT OF TRANSP 2021 (TJD)
 DP1255'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DP1256 ***********************************************************************
 DP1256  HT_MOD      -  This is a Height Modernization Survey Station.
 DP1256  DESIGNATION -  1206 W
 DP1256  PID         -  DP1256
 DP1256  STATE/COUNTY-  MN/CHIPPEWA
 DP1256  COUNTRY     -  US
 DP1256  USGS QUAD   -  GRACELOCK SW (2019)
 DP1256
 DP1256                         *CURRENT SURVEY CONTROL
 DP1256  ______________________________________________________________________
 DP1256* NAD 83(2011) POSITION- 45 02 10.43182(N) 095 43 01.09266(W)   ADJUSTED
 DP1256* NAD 83(2011) ELLIP HT-   282.175 (meters)        (01/15/14)   ADJUSTED
 DP1256* NAD 83(2011) EPOCH   -  2010.00
 DP1256* NAVD 88 ORTHO HEIGHT -   308.49  (meters)     1012.1   (feet) GPS OBS
 DP1256  ______________________________________________________________________
 DP1256  NAVD 88 orthometric height was determined with geoid model    GEOID12A
 DP1256  GEOID HEIGHT    -        -26.318 (meters)                     GEOID12A
 DP1256  GEOID HEIGHT    -        -26.318 (meters)                     GEOID18
 DP1256  NAD 83(2011) X  -   -449,753.565 (meters)                     COMP
 DP1256  NAD 83(2011) Y  - -4,492,485.431 (meters)                     COMP
 DP1256  NAD 83(2011) Z  -  4,490,394.282 (meters)                     COMP
 DP1256  LAPLACE CORR    -         -1.72  (seconds)                    DEFLEC18
 DP1256
 DP1256  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DP1256  Standards:
 DP1256         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DP1256            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DP1256  -------------------------------------------------------------------
 DP1256  NETWORK    0.83   0.92           0.37   0.30   0.47     -0.07153023
 DP1256  -------------------------------------------------------------------
 DP1256  Click here for local accuracies and other accuracy information.
 DP1256
 DP1256.The horizontal coordinates were established by GPS observations
 DP1256.and adjusted by the MN DEPT OF TRANSP in January 2014.
 DP1256
 DP1256.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DP1256.been affixed to the stable North American tectonic plate. See 
 DP1256.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DP1256
 DP1256.The horizontal coordinates are valid at the epoch date displayed above
 DP1256.which is a decimal equivalence of Year/Month/Day.
 DP1256
 DP1256.The orthometric height was determined by GPS observations and a
 DP1256.high-resolution geoid model using precise GPS observation and
 DP1256.processing techniques.
 DP1256
 DP1256.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP1256.GEOID18 height accuracy estimate available here.
 DP1256
 DP1256.Click photographs - Photos may exist for this station.
 DP1256
 DP1256.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DP1256
 DP1256.The Laplace correction was computed from DEFLEC18 derived deflections.
 DP1256
 DP1256.The ellipsoidal height was determined by GPS observations
 DP1256.and is referenced to NAD 83.
 DP1256
 DP1256. The following values were computed from the NAD 83(2011) position.
 DP1256
 DP1256;                    North         East     Units Scale Factor Converg.
 DP1256;SPC MN S     -   327,673.836   664,722.286   MT  0.99996558   -1 12 12.5
 DP1256;SPC MN S     - 1,075,043.24  2,180,843.03   sFT  0.99996558   -1 12 12.5
 DP1256;UTM  15      - 4,990,566.733   285,996.183   MT  1.00016317   -1 55 23.3
 DP1256
 DP1256!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DP1256!SPC MN S     -   0.99995576  x   0.99996558  =   0.99992134
 DP1256!UTM  15      -   0.99995576  x   1.00016317  =   1.00011892
 DP1256
 DP1256:                Primary Azimuth Mark                     Grid Az
 DP1256:SPC MN S     -  1206 Q                                   002 46 39.2
 DP1256:UTM  15      -  1206 Q                                   003 29 50.0
 DP1256
 DP1256_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTK8599690566(NAD 83)
 DP1256
 DP1256|---------------------------------------------------------------------|
 DP1256| PID    Reference Object                     Distance      Geod. Az  |
 DP1256|                                                           dddmmss.s |
 DP1256| DM4362 1206 Q                              APPROX. 1.6 KM 0013426.7 |
 DP1256|---------------------------------------------------------------------|
 DP1256
 DP1256                          SUPERSEDED SURVEY CONTROL
 DP1256
 DP1256.No superseded survey control is available for this station.
 DP1256
 DP1256_MARKER: I = METAL ROD
 DP1256_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DP1256_STAMPING: 1206 W 2013
 DP1256_MARK LOGO: MNDT
 DP1256_PROJECTION: RECESSED 5 CENTIMETERS
 DP1256_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DP1256_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DP1256_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP1256+SATELLITE: SATELLITE OBSERVATIONS - July 31, 2013
 DP1256_ROD/PIPE-DEPTH: 10.7 meters
 DP1256
 DP1256  HISTORY     - Date     Condition        Report By
 DP1256  HISTORY     - 20130731 MONUMENTED       MNDT
 DP1256
 DP1256                          STATION DESCRIPTION
 DP1256
 DP1256'DESCRIBED BY MN DEPT OF TRANSP 2013
 DP1256'6.5 MILES NORTH OF MONTEVIDEO, 5.8 MILES NORTH ALONG TRUNK HIGHWAY 29
 DP1256'FROM THE JUNCTION OF TRUNK HIGHWAY 29 AND THE EAST JUNCTION OF TRUNK
 DP1256'HIGHWAY 7 IN MONTEVIDEO, AT TRUNK HIGHWAY 29 MILE POST 7.35, 77.3 FEET
 DP1256'WEST OF TRUNK HIGHWAY 29, 18.0 FEET SOUTH OF 10TH STREET NORTHWEST,
 DP1256'1.5 FEET WEST OF WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 AA6226 ***********************************************************************
 AA6226  DESIGNATION -  1207 G
 AA6226  PID         -  AA6226
 AA6226  STATE/COUNTY-  MN/CHIPPEWA
 AA6226  COUNTRY     -  US
 AA6226  USGS QUAD   -  GRACELOCK (2019)
 AA6226
 AA6226                         *CURRENT SURVEY CONTROL
 AA6226  ______________________________________________________________________
 AA6226* NAD 83(2011) POSITION- 45 06 29.38439(N) 095 35 42.10535(W)   ADJUSTED
 AA6226* NAD 83(2011) ELLIP HT-   287.231 (meters)        (06/27/12)   ADJUSTED
 AA6226* NAD 83(2011) EPOCH   -  2010.00
 AA6226* NAVD 88 ORTHO HEIGHT -   313.642 (meters)     1029.01  (feet) ADJUSTED
 AA6226  ______________________________________________________________________
 AA6226  GEOID HEIGHT    -        -26.420 (meters)                     GEOID18
 AA6226  NAD 83(2011) X  -   -439,639.851 (meters)                     COMP
 AA6226  NAD 83(2011) Y  - -4,487,803.024 (meters)                     COMP
 AA6226  NAD 83(2011) Z  -  4,496,043.564 (meters)                     COMP
 AA6226  LAPLACE CORR    -         -1.75  (seconds)                    DEFLEC18
 AA6226  DYNAMIC HEIGHT  -        313.621 (meters)     1028.94  (feet) COMP
 AA6226  MODELED GRAVITY -    980,540.8   (mgal)                       NAVD 88
 AA6226
 AA6226  VERT ORDER      -  SECOND    CLASS I
 AA6226
 AA6226  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AA6226  Standards:
 AA6226         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AA6226            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AA6226  -------------------------------------------------------------------
 AA6226  NETWORK    0.30   0.47           0.13   0.11   0.24     -0.03811102
 AA6226  -------------------------------------------------------------------
 AA6226  Click here for local accuracies and other accuracy information.
 AA6226
 AA6226.The horizontal coordinates were established by GPS observations
 AA6226.and adjusted by the National Geodetic Survey in June 2012.
 AA6226
 AA6226.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AA6226.been affixed to the stable North American tectonic plate. See 
 AA6226.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AA6226
 AA6226.The horizontal coordinates are valid at the epoch date displayed above
 AA6226.which is a decimal equivalence of Year/Month/Day.
 AA6226
 AA6226.The orthometric height was determined by differential leveling and
 AA6226.adjusted by the NATIONAL GEODETIC SURVEY
 AA6226.in November 2011.
 AA6226
 AA6226.Significant digits in the geoid height do not necessarily reflect accuracy.
 AA6226.GEOID18 height accuracy estimate available here.
 AA6226
 AA6226.Click photographs - Photos may exist for this station.
 AA6226
 AA6226.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA6226
 AA6226.The Laplace correction was computed from DEFLEC18 derived deflections.
 AA6226
 AA6226.The ellipsoidal height was determined by GPS observations
 AA6226.and is referenced to NAD 83.
 AA6226
 AA6226.The dynamic height is computed by dividing the NAVD 88
 AA6226.geopotential number by the normal gravity value computed on the
 AA6226.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA6226.degrees latitude (g = 980.6199 gals.).
 AA6226
 AA6226.The modeled gravity was interpolated from observed gravity values.
 AA6226
 AA6226. The following values were computed from the NAD 83(2011) position.
 AA6226
 AA6226;                    North         East     Units Scale Factor Converg.
 AA6226;SPC MN S     -   335,471.402   674,484.547   MT  0.99997810   -1 07 04.8
 AA6226;SPC MN S     - 1,100,625.76  2,212,871.38   sFT  0.99997810   -1 07 04.8
 AA6226;UTM  15      - 4,998,242.219   295,857.344   MT  1.00011245   -1 50 20.6
 AA6226
 AA6226!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA6226!SPC MN S     -   0.99995497  x   0.99997810  =   0.99993307
 AA6226!UTM  15      -   0.99995497  x   1.00011245  =   1.00006741
 AA6226
 AA6226_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTK9585798242(NAD 83)
 AA6226
 AA6226                          SUPERSEDED SURVEY CONTROL
 AA6226
 AA6226  NAD 83(2007)-  45 06 29.38439(N)    095 35 42.10595(W) AD(2002.00) 0
 AA6226  ELLIP H (02/10/07)  287.256  (m)                       GP(2002.00)    
 AA6226  NAD 83(1996)-  45 06 29.38415(N)    095 35 42.10557(W) AD(       ) 1
 AA6226  ELLIP H (03/16/99)  287.282  (m)                       GP(       ) 4 1
 AA6226  NAD 83(1996)-  45 06 29.38359(N)    095 35 42.09840(W) AD(       ) 1
 AA6226  NAD 83(1986)-  45 06 29.38384(N)    095 35 42.09722(W) AD(       ) 1
 AA6226  NAVD 88 (02/23/11)  313.645  (m)         1029.02   (f) SUPERSEDED  2 1
 AA6226  NAVD 88 (07/28/95)  313.6    (m)  GEOID93  model used  GPS OBS        
 AA6226
 AA6226.Superseded values are not recommended for survey control.
 AA6226
 AA6226.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA6226.See file dsdata.pdf to determine how the superseded data were derived.
 AA6226
 AA6226_MARKER: DB = BENCH MARK DISK
 AA6226_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 AA6226_STAMPING: 1207 G 1993
 AA6226_MARK LOGO: MNHD
 AA6226_PROJECTION: FLUSH
 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 - July 23, 2025
 AA6226
 AA6226  HISTORY     - Date     Condition        Report By
 AA6226  HISTORY     - 19470401 MONUMENTED       MNHD
 AA6226  HISTORY     - 19931014 GOOD             MNDT
 AA6226  HISTORY     - 20060829 GOOD             MNDT
 AA6226  HISTORY     - 20131002 GOOD             MNDT
 AA6226  HISTORY     - 20231101 GOOD             MNDT
 AA6226  HISTORY     - 20250723 GOOD             MNDT
 AA6226
 AA6226                          STATION DESCRIPTION
 AA6226
 AA6226'DESCRIBED BY MN DEPT OF TRANSP 1993 (DKH)
 AA6226'RECOVERED BY MINNESOTA DEPARTMENT OF TRANSPORTATION.  THE MARK IS
 AA6226'LOCATED 15.25 MI (24.54 KM) EAST OF MILAN, AT THE JCT OF TH 40 AND TH
 AA6226'29, AT TH 29 MP 18.35, 74.5 FT (22.7 M) SOUTH OF TH 40, 130.5 FT (39.8
 AA6226'M) WEST OF CO RD 6, 22.5 FT (6.9 M) NORTH OF A DIRT RD, 8.8 FT (2.7 M)
 AA6226'EAST OF TEL CABLE PEDESTAL NO 1709, 0.3 FT (0.1 M) NORTH OF A R/W
 AA6226'POST, AND 2.0 FT (0.6 M) WEST OF A WIT POST.
 AA6226
 AA6226                          STATION RECOVERY (2006)
 AA6226
 AA6226'RECOVERY NOTE BY MN DEPT OF TRANSP 2006 (MPP)
 AA6226'RECOVERED AS DESCRIBED.
 AA6226
 AA6226                          STATION RECOVERY (2013)
 AA6226
 AA6226'RECOVERY NOTE BY MN DEPT OF TRANSP 2013 (DXS)
 AA6226'15.25 MILES EAST OF MILAN, 15.2 MILES EAST ON TRUNK HIGHWAY 40 FROM
 AA6226'JUNCTION TRUNK HIGHWAY 40 AND TRUNK HIGHWAY 7 IN MILAN, AT JUNCTION OF
 AA6226'TRUNK HIGHWAY 40 AND TRUNK HIGHWAY 29 NORTH AND COUNTY ROAD 6, AT
 AA6226'TRUNK HIGHWAY 29 MILEPOINT 18.35, 130.5 FEET WEST OF COUNTY ROAD 6,
 AA6226'74.5 FEET SOUTH OF TRUNK HIGHWAY 40, 8.8 FEET EAST OF TELEPHONE CABLE
 AA6226'PEDESTAL NUMBER 1709, 2.0 FEET WEST OF WITNESS POST, 0.3 FOOT NORTH OF
 AA6226'RIGHT-OF-WAY POST.
 AA6226
 AA6226                          STATION RECOVERY (2023)
 AA6226
 AA6226'RECOVERY NOTE BY MN DEPT OF TRANSP 2023 (TJD)
 AA6226'RECOVERED AS DESCRIBED.
 AA6226
 AA6226                          STATION RECOVERY (2025)
 AA6226
 AA6226'RECOVERY NOTE BY MN DEPT OF TRANSP 2025 (TJD)
 AA6226'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DM4358 ***********************************************************************
 DM4358  DESIGNATION -  1207 H
 DM4358  PID         -  DM4358
 DM4358  STATE/COUNTY-  MN/CHIPPEWA
 DM4358  COUNTRY     -  US
 DM4358  USGS QUAD   -  GRACELOCK SW (2019)
 DM4358
 DM4358                         *CURRENT SURVEY CONTROL
 DM4358  ______________________________________________________________________
 DM4358* NAD 83(2011) POSITION- 45 06 31.26786(N) 095 41 47.66881(W)   ADJUSTED
 DM4358* NAD 83(2011) ELLIP HT-   284.035 (meters)        (01/15/14)   ADJUSTED
 DM4358* NAD 83(2011) EPOCH   -  2010.00
 DM4358* NAVD 88 ORTHO HEIGHT -   310.393 (meters)     1018.35  (feet) ADJUSTED
 DM4358  ______________________________________________________________________
 DM4358  GEOID HEIGHT    -        -26.356 (meters)                     GEOID18
 DM4358  NAD 83(2011) X  -   -447,588.585 (meters)                     COMP
 DM4358  NAD 83(2011) Y  - -4,486,973.567 (meters)                     COMP
 DM4358  NAD 83(2011) Z  -  4,496,082.337 (meters)                     COMP
 DM4358  LAPLACE CORR    -         -1.51  (seconds)                    DEFLEC18
 DM4358  DYNAMIC HEIGHT  -        310.373 (meters)     1018.28  (feet) COMP
 DM4358  MODELED GRAVITY -    980,541.2   (mgal)                       NAVD 88
 DM4358
 DM4358  VERT ORDER      -  SECOND    CLASS I
 DM4358
 DM4358  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DM4358  Standards:
 DM4358         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DM4358            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DM4358  -------------------------------------------------------------------
 DM4358  NETWORK    0.81   0.84           0.35   0.31   0.43     -0.14379971
 DM4358  -------------------------------------------------------------------
 DM4358  Click here for local accuracies and other accuracy information.
 DM4358
 DM4358.The horizontal coordinates were established by GPS observations
 DM4358.and adjusted by the MN DEPT OF TRANSP in January 2014.
 DM4358
 DM4358.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DM4358.been affixed to the stable North American tectonic plate. See 
 DM4358.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DM4358
 DM4358.The horizontal coordinates are valid at the epoch date displayed above
 DM4358.which is a decimal equivalence of Year/Month/Day.
 DM4358
 DM4358.The orthometric height was determined by differential leveling and
 DM4358.adjusted by the NATIONAL GEODETIC SURVEY
 DM4358.in November 2011.
 DM4358
 DM4358.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM4358.GEOID18 height accuracy estimate available here.
 DM4358
 DM4358.Click photographs - Photos may exist for this station.
 DM4358
 DM4358.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DM4358
 DM4358.The Laplace correction was computed from DEFLEC18 derived deflections.
 DM4358
 DM4358.The ellipsoidal height was determined by GPS observations
 DM4358.and is referenced to NAD 83.
 DM4358
 DM4358.The dynamic height is computed by dividing the NAVD 88
 DM4358.geopotential number by the normal gravity value computed on the
 DM4358.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM4358.degrees latitude (g = 980.6199 gals.).
 DM4358
 DM4358.The modeled gravity was interpolated from observed gravity values.
 DM4358
 DM4358. The following values were computed from the NAD 83(2011) position.
 DM4358
 DM4358;                    North         East     Units Scale Factor Converg.
 DM4358;SPC MN S     -   335,690.417   666,496.093   MT  0.99997820   -1 11 21.0
 DM4358;SPC MN S     - 1,101,344.31  2,186,662.60   sFT  0.99997820   -1 11 21.0
 DM4358;UTM  15      - 4,998,561.856   287,871.047   MT  1.00015333   -1 54 39.9
 DM4358
 DM4358!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DM4358!SPC MN S     -   0.99995547  x   0.99997820  =   0.99993367
 DM4358!UTM  15      -   0.99995547  x   1.00015333  =   1.00010879
 DM4358
 DM4358_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTK8787198561(NAD 83)
 DM4358
 DM4358                          SUPERSEDED SURVEY CONTROL
 DM4358
 DM4358  NAVD 88 (02/23/11)  310.402  (m)         1018.38   (f) SUPERSEDED  2 1
 DM4358
 DM4358.Superseded values are not recommended for survey control.
 DM4358
 DM4358.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DM4358.See file dsdata.pdf to determine how the superseded data were derived.
 DM4358
 DM4358_MARKER: DD = SURVEY DISK
 DM4358_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DM4358_STAMPING: 1207 H 2006
 DM4358_MARK LOGO: MNDT
 DM4358_PROJECTION: RECESSED 5 CENTIMETERS
 DM4358_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DM4358_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DM4358_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DM4358+SATELLITE: SATELLITE OBSERVATIONS - May 19, 2021
 DM4358_ROD/PIPE-DEPTH: 6.1 meters
 DM4358
 DM4358  HISTORY     - Date     Condition        Report By
 DM4358  HISTORY     - 20060921 MONUMENTED       MNDT
 DM4358  HISTORY     - 20131007 GOOD             MNDT
 DM4358  HISTORY     - 20210519 GOOD             MNDT
 DM4358
 DM4358                          STATION DESCRIPTION
 DM4358
 DM4358'DESCRIBED BY MN DEPT OF TRANSP 2006
 DM4358'THE STATION IS LOCATED ABOUT 8.5 MI (13.7 KM) NORTHEAST OF WATSON, 7.0
 DM4358'MI (11.2 KM) NORTHWEST OF GRACELOCK AND 4.4 MI (7.1 KM) EAST-SOUTHEAST
 DM4358'OF BIG BEND CITY.
 DM4358'
 DM4358'TO REACH TO THE MARK GO 10.5 MILES EAST OF MILAN, 10.45 MILES EAST
 DM4358'ALONG TRUNK HIGHWAY 40/29 FROM JUNCTION OF TRUNK HIGHWAY 40 AND TRUNK
 DM4358'HIGHWAY 7/59 IN MILAN, AT TRUNK HIGHWAY 29/40 MILE POINT 13.25, 70.0
 DM4358'FEET NORTH OF TRUNK HIGHWAY 40/29, 60 FEET WEST OF 50TH AVENUE
 DM4358'NORTHWEST, 24.0 FEET WEST OF POWER-POLE, 1.0 FEET SOUTH OF WITNESS
 DM4358'POST.
 DM4358
 DM4358                          STATION RECOVERY (2013)
 DM4358
 DM4358'RECOVERY NOTE BY MN DEPT OF TRANSP 2013 (DXS)
 DM4358'10.5 MILES EAST OF MILAN, 10.45 MILES EAST ALONG TRUNK HIGHWAY 40 FROM
 DM4358'JUNCTION OF TRUNK HIGHWAY 40 AND TRUNK HIGHWAY 7 IN MILAN, AT TRUNK
 DM4358'HIGHWAY 29 MILEPOINT 13.25, 70.0 FEET NORTH OF TRUNK HIGHWAY 29, 60
 DM4358'FEET WEST OF 50TH AVENUE NORTHWEST, 24.0 FEET WEST OF POWER POLE , 1.0
 DM4358'FOOT SOUTH OF WITNESS POST.
 DM4358
 DM4358                          STATION RECOVERY (2021)
 DM4358
 DM4358'RECOVERY NOTE BY MN DEPT OF TRANSP 2021 (TJD)
 DM4358'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DM4357 ***********************************************************************
 DM4357  DESIGNATION -  1207 J
 DM4357  PID         -  DM4357
 DM4357  STATE/COUNTY-  MN/CHIPPEWA
 DM4357  COUNTRY     -  US
 DM4357  USGS QUAD   -  GRACELOCK SW (2019)
 DM4357
 DM4357                         *CURRENT SURVEY CONTROL
 DM4357  ______________________________________________________________________
 DM4357* NAD 83(1986) POSITION- 45 06 30.01   (N) 095 40 32.18   (W)   HD_HELD1
 DM4357* NAVD 88 ORTHO HEIGHT -   311.810 (meters)     1023.00  (feet) ADJUSTED
 DM4357  ______________________________________________________________________
 DM4357  GEOID HEIGHT    -        -26.368 (meters)                     GEOID18
 DM4357  DYNAMIC HEIGHT  -        311.790 (meters)     1022.93  (feet) COMP
 DM4357  MODELED GRAVITY -    980,541.2   (mgal)                       NAVD 88
 DM4357
 DM4357  VERT ORDER      -  SECOND    CLASS I
 DM4357
 DM4357.The horizontal coordinates were determined by differentially corrected
 DM4357.hand held GPS observations or other comparable positioning techniques
 DM4357.and have an estimated accuracy of +/- 3 meters.
 DM4357
 DM4357.The orthometric height was determined by differential leveling and
 DM4357.adjusted by the NATIONAL GEODETIC SURVEY
 DM4357.in November 2011.
 DM4357
 DM4357.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM4357.GEOID18 height accuracy estimate available here.
 DM4357
 DM4357.Click photographs - Photos may exist for this station.
 DM4357
 DM4357.The dynamic height is computed by dividing the NAVD 88
 DM4357.geopotential number by the normal gravity value computed on the
 DM4357.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM4357.degrees latitude (g = 980.6199 gals.).
 DM4357
 DM4357.The modeled gravity was interpolated from observed gravity values.
 DM4357
 DM4357;                    North         East    Units  Estimated Accuracy
 DM4357;SPC MN S     -   335,617.6     668,145.1     MT  (+/- 3 meters HH1 GPS) 
 DM4357
 DM4357_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTK8951998468(NAD 83)
 DM4357
 DM4357                          SUPERSEDED SURVEY CONTROL
 DM4357
 DM4357  NAVD 88 (02/23/11)  311.817  (m)         1023.02   (f) SUPERSEDED  2 1
 DM4357
 DM4357.Superseded values are not recommended for survey control.
 DM4357
 DM4357.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DM4357.See file dsdata.pdf to determine how the superseded data were derived.
 DM4357
 DM4357_MARKER: DD = SURVEY DISK
 DM4357_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DM4357_STAMPING: 1207 J 2006
 DM4357_MARK LOGO: MNDT
 DM4357_PROJECTION: RECESSED 5 CENTIMETERS
 DM4357_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DM4357_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DM4357_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DM4357+SATELLITE: SATELLITE OBSERVATIONS - July 10, 2013
 DM4357_ROD/PIPE-DEPTH: 4.6 meters
 DM4357
 DM4357  HISTORY     - Date     Condition        Report By
 DM4357  HISTORY     - 20060921 MONUMENTED       MNDT
 DM4357  HISTORY     - 20130710 GOOD             MNDT
 DM4357
 DM4357                          STATION DESCRIPTION
 DM4357
 DM4357'DESCRIBED BY MN DEPT OF TRANSP 2006
 DM4357'THE STATION IS LOCATED ABOUT 9.2 MI (14.8 KM) NORTHEAST OF WATSON, 6.1
 DM4357'MI (9.8 KM) NORTHWEST OF GRACELOCK AND 5.3 MI (8.5 KM) EAST-SOUTHEAST
 DM4357'OF BIG BEND CITY.
 DM4357'
 DM4357'TO REACH TO THE MARK GO 11.5 MI (18.5 KM) EAST OF MILAN, 11.45 MI
 DM4357'(18.4 KM) EAST ALONG TRUNK HIGHWAY 40/29 FROM THE JUNCTION OF TRUNK
 DM4357'HIGHWAY 40 AND TRUNK HIGHWAY 7/59 IN MILAN, AT TRUNK HIGHWAY 29/40
 DM4357'MILEPOST 14.25, 55.9 FT (17.0 M) SOUTH OF TRUNK HIGHWAY 49/29, 67.0 FT
 DM4357'(20.4 M) WEST OF 40TH AVENUE NORTHWEST, 1.0 FT (0.3 M) NORTH OF A
 DM4357'WITNESS POST.
 DM4357
 DM4357                          STATION RECOVERY (2013)
 DM4357
 DM4357'RECOVERY NOTE BY MN DEPT OF TRANSP 2013 (DAS)
 DM4357'11.5 MI (18.5 KM) EAST OF MILAN, 11.45 MI (18.4 KM) EAST ALONG TRUNK
 DM4357'HIGHWAY 40  FROM THE JUNCTION OF TRUNK HIGHWAY 40 AND TRUNK HIGHWAY 7
 DM4357'IN MILAN, AT TRUNK HIGHWAY 40 MILEPOST 14.25, 55.9 FT (17.0 M) SOUTH
 DM4357'OF TRUNK HIGHWAY 29, 67.0 FT (20.4 M) EAST OF 40TH AVENUE NORTHWEST,
 DM4357'1.0 FT (0.3 M) NORTH OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DM4356 ***********************************************************************
 DM4356  DESIGNATION -  1207 K
 DM4356  PID         -  DM4356
 DM4356  STATE/COUNTY-  MN/CHIPPEWA
 DM4356  COUNTRY     -  US
 DM4356  USGS QUAD   -  GRACELOCK SW (2019)
 DM4356
 DM4356                         *CURRENT SURVEY CONTROL
 DM4356  ______________________________________________________________________
 DM4356* NAD 83(2011) POSITION- 45 06 29.53420(N) 095 39 20.66458(W)   ADJUSTED
 DM4356* NAD 83(2011) ELLIP HT-   287.665 (meters)        (01/15/14)   ADJUSTED
 DM4356* NAD 83(2011) EPOCH   -  2010.00
 DM4356* NAVD 88 ORTHO HEIGHT -   314.048 (meters)     1030.34  (feet) ADJUSTED
 DM4356  ______________________________________________________________________
 DM4356  GEOID HEIGHT    -        -26.381 (meters)                     GEOID18
 DM4356  NAD 83(2011) X  -   -444,394.610 (meters)                     COMP
 DM4356  NAD 83(2011) Y  - -4,487,331.704 (meters)                     COMP
 DM4356  NAD 83(2011) Z  -  4,496,047.135 (meters)                     COMP
 DM4356  LAPLACE CORR    -         -1.66  (seconds)                    DEFLEC18
 DM4356  DYNAMIC HEIGHT  -        314.027 (meters)     1030.27  (feet) COMP
 DM4356  MODELED GRAVITY -    980,541.1   (mgal)                       NAVD 88
 DM4356
 DM4356  VERT ORDER      -  SECOND    CLASS I
 DM4356
 DM4356  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DM4356  Standards:
 DM4356         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DM4356            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DM4356  -------------------------------------------------------------------
 DM4356  NETWORK    0.86   1.02           0.37   0.33   0.52     -0.15230684
 DM4356  -------------------------------------------------------------------
 DM4356  Click here for local accuracies and other accuracy information.
 DM4356
 DM4356.The horizontal coordinates were established by GPS observations
 DM4356.and adjusted by the MN DEPT OF TRANSP in January 2014.
 DM4356
 DM4356.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DM4356.been affixed to the stable North American tectonic plate. See 
 DM4356.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DM4356
 DM4356.The horizontal coordinates are valid at the epoch date displayed above
 DM4356.which is a decimal equivalence of Year/Month/Day.
 DM4356
 DM4356.The orthometric height was determined by differential leveling and
 DM4356.adjusted by the NATIONAL GEODETIC SURVEY
 DM4356.in November 2011.
 DM4356
 DM4356.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM4356.GEOID18 height accuracy estimate available here.
 DM4356
 DM4356.Click photographs - Photos may exist for this station.
 DM4356
 DM4356.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DM4356
 DM4356.The Laplace correction was computed from DEFLEC18 derived deflections.
 DM4356
 DM4356.The ellipsoidal height was determined by GPS observations
 DM4356.and is referenced to NAD 83.
 DM4356
 DM4356.The dynamic height is computed by dividing the NAVD 88
 DM4356.geopotential number by the normal gravity value computed on the
 DM4356.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM4356.degrees latitude (g = 980.6199 gals.).
 DM4356
 DM4356.The modeled gravity was interpolated from observed gravity values.
 DM4356
 DM4356. The following values were computed from the NAD 83(2011) position.
 DM4356
 DM4356;                    North         East     Units Scale Factor Converg.
 DM4356;SPC MN S     -   335,571.021   669,707.842   MT  0.99997811   -1 09 38.0
 DM4356;SPC MN S     - 1,100,952.59  2,197,199.81   sFT  0.99997811   -1 09 38.0
 DM4356;UTM  15      - 4,998,401.986   291,081.573   MT  1.00013671   -1 52 55.6
 DM4356
 DM4356!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DM4356!SPC MN S     -   0.99995490  x   0.99997811  =   0.99993301
 DM4356!UTM  15      -   0.99995490  x   1.00013671  =   1.00009160
 DM4356
 DM4356_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTK9108198401(NAD 83)
 DM4356
 DM4356                          SUPERSEDED SURVEY CONTROL
 DM4356
 DM4356  NAVD 88 (02/23/11)  314.054  (m)         1030.36   (f) SUPERSEDED  2 1
 DM4356
 DM4356.Superseded values are not recommended for survey control.
 DM4356
 DM4356.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DM4356.See file dsdata.pdf to determine how the superseded data were derived.
 DM4356
 DM4356_MARKER: DD = SURVEY DISK
 DM4356_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DM4356_STAMPING: 1207 K 2006
 DM4356_MARK LOGO: MNDT
 DM4356_PROJECTION: RECESSED 5 CENTIMETERS
 DM4356_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DM4356_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DM4356_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DM4356+SATELLITE: SATELLITE OBSERVATIONS - November 05, 2019
 DM4356_ROD/PIPE-DEPTH: 6.1 meters
 DM4356
 DM4356  HISTORY     - Date     Condition        Report By
 DM4356  HISTORY     - 20060921 MONUMENTED       MNDT
 DM4356  HISTORY     - 20131002 GOOD             MNDT
 DM4356  HISTORY     - 20191105 GOOD             MNDT
 DM4356
 DM4356                          STATION DESCRIPTION
 DM4356
 DM4356'DESCRIBED BY MN DEPT OF TRANSP 2006
 DM4356'THE STATION IS LOCATED ABOUT 9.9 MI (15.9 KM) NORTHEAST OF WATSON, 6.2
 DM4356'MI (10.0 KM) EAST-SOUTHEAST OF BIG BEND CITY AND 5.4 MI (8.7 KM)
 DM4356'NORTHWEST OF GRACELOCK.
 DM4356'
 DM4356'TO REACH TO THE MARK GO 12.50 MI (20.1 KM) EAST ALONG TRUNK HIGHWAY
 DM4356'29/40 FROM THE JUNCTION OF TRUNK HIGHWAY 40 AND TRUNK HIGHWAY 7/59 IN
 DM4356'MILAN, AT TRUNK HIGHWAY 29/40 MILE POINT 15.3, 57.0 FT (17.4 M) SOUTH
 DM4356'OF TRUNK HIGHWAY 40/29, 53.0 FT (16.2 M) WEST OF 30TH AVENUE
 DM4356'NORTHWEST, 15.0 FT (4.6 M) NORTHWEST OF CABLE BOX NUMBER 735, 1.0 FT
 DM4356'(0.3 M) NORTH OF A WITNESS POST.
 DM4356
 DM4356                          STATION RECOVERY (2013)
 DM4356
 DM4356'RECOVERY NOTE BY MN DEPT OF TRANSP 2013 (MPP)
 DM4356'12.5 MILES EAST OF MILAN, 12.5 MILES EAST ALONG TRUNK HIGHWAY 40 FROM
 DM4356'JUNCTION OF TRUNK HIGHWAY 40 AND TRUNK HIGHWAY 7 IN MILAN, AT TRUNK
 DM4356'HIGHWAY 29 MILEPOINT 15.3, 57.0 FEET SOUTH OF TRUNK HIGHWAY 29, 53.0
 DM4356'FEET WEST OF 30TH AVENUE NORTHWEST, 15.0 FEET NORTHWEST OF CABLE BOX
 DM4356'NUMBER 735, 1.0 FOOT NORTH OF WITNESS POST.
 DM4356
 DM4356                          STATION RECOVERY (2019)
 DM4356
 DM4356'RECOVERY NOTE BY MN DEPT OF TRANSP 2019 (KMS)
 DM4356'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DM4355 ***********************************************************************
 DM4355  DESIGNATION -  1207 L
 DM4355  PID         -  DM4355
 DM4355  STATE/COUNTY-  MN/CHIPPEWA
 DM4355  COUNTRY     -  US
 DM4355  USGS QUAD   -  GRACELOCK SW (2019)
 DM4355
 DM4355                         *CURRENT SURVEY CONTROL
 DM4355  ______________________________________________________________________
 DM4355* NAD 83(2011) POSITION- 45 06 29.64479(N) 095 38 05.88147(W)   ADJUSTED
 DM4355* NAD 83(2011) ELLIP HT-   287.083 (meters)        (01/15/14)   ADJUSTED
 DM4355* NAD 83(2011) EPOCH   -  2010.00
 DM4355* NAVD 88 ORTHO HEIGHT -   313.479 (meters)     1028.47  (feet) ADJUSTED
 DM4355  ______________________________________________________________________
 DM4355  GEOID HEIGHT    -        -26.394 (meters)                     GEOID18
 DM4355  NAD 83(2011) X  -   -442,767.381 (meters)                     COMP
 DM4355  NAD 83(2011) Y  - -4,487,489.713 (meters)                     COMP
 DM4355  NAD 83(2011) Z  -  4,496,049.132 (meters)                     COMP
 DM4355  LAPLACE CORR    -         -1.73  (seconds)                    DEFLEC18
 DM4355  DYNAMIC HEIGHT  -        313.458 (meters)     1028.40  (feet) COMP
 DM4355  MODELED GRAVITY -    980,540.7   (mgal)                       NAVD 88
 DM4355
 DM4355  VERT ORDER      -  SECOND    CLASS I
 DM4355
 DM4355  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DM4355  Standards:
 DM4355         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DM4355            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DM4355  -------------------------------------------------------------------
 DM4355  NETWORK    0.92   1.43           0.41   0.33   0.73     -0.03523811
 DM4355  -------------------------------------------------------------------
 DM4355  Click here for local accuracies and other accuracy information.
 DM4355
 DM4355.The horizontal coordinates were established by GPS observations
 DM4355.and adjusted by the MN DEPT OF TRANSP in January 2014.
 DM4355
 DM4355.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DM4355.been affixed to the stable North American tectonic plate. See 
 DM4355.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DM4355
 DM4355.The horizontal coordinates are valid at the epoch date displayed above
 DM4355.which is a decimal equivalence of Year/Month/Day.
 DM4355
 DM4355.The orthometric height was determined by differential leveling and
 DM4355.adjusted by the NATIONAL GEODETIC SURVEY
 DM4355.in November 2011.
 DM4355
 DM4355.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM4355.GEOID18 height accuracy estimate available here.
 DM4355
 DM4355.Click photographs - Photos may exist for this station.
 DM4355
 DM4355.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DM4355
 DM4355.The Laplace correction was computed from DEFLEC18 derived deflections.
 DM4355
 DM4355.The ellipsoidal height was determined by GPS observations
 DM4355.and is referenced to NAD 83.
 DM4355
 DM4355.The dynamic height is computed by dividing the NAVD 88
 DM4355.geopotential number by the normal gravity value computed on the
 DM4355.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM4355.degrees latitude (g = 980.6199 gals.).
 DM4355
 DM4355.The modeled gravity was interpolated from observed gravity values.
 DM4355
 DM4355. The following values were computed from the NAD 83(2011) position.
 DM4355
 DM4355;                    North         East     Units Scale Factor Converg.
 DM4355;SPC MN S     -   335,541.531   671,342.350   MT  0.99997812   -1 08 45.6
 DM4355;SPC MN S     - 1,100,855.84  2,202,562.36   sFT  0.99997812   -1 08 45.6
 DM4355;UTM  15      - 4,998,351.910   292,715.832   MT  1.00012835   -1 52 02.6
 DM4355
 DM4355!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DM4355!SPC MN S     -   0.99995499  x   0.99997812  =   0.99993311
 DM4355!UTM  15      -   0.99995499  x   1.00012835  =   1.00008334
 DM4355
 DM4355_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTK9271598351(NAD 83)
 DM4355
 DM4355                          SUPERSEDED SURVEY CONTROL
 DM4355
 DM4355  NAVD 88 (02/23/11)  313.484  (m)         1028.49   (f) SUPERSEDED  2 1
 DM4355
 DM4355.Superseded values are not recommended for survey control.
 DM4355
 DM4355.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DM4355.See file dsdata.pdf to determine how the superseded data were derived.
 DM4355
 DM4355_MARKER: DD = SURVEY DISK
 DM4355_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DM4355_STAMPING: 1207 L 2006
 DM4355_MARK LOGO: MNDT
 DM4355_PROJECTION: RECESSED 5 CENTIMETERS
 DM4355_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DM4355_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DM4355_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DM4355+SATELLITE: SATELLITE OBSERVATIONS - October 02, 2013
 DM4355_ROD/PIPE-DEPTH: 6.1 meters
 DM4355
 DM4355  HISTORY     - Date     Condition        Report By
 DM4355  HISTORY     - 20060921 MONUMENTED       MNDT
 DM4355  HISTORY     - 20131002 GOOD             MNDT
 DM4355
 DM4355                          STATION DESCRIPTION
 DM4355
 DM4355'DESCRIBED BY MN DEPT OF TRANSP 2006
 DM4355'THE STATION IS LOCATED ABOUT 10.6 MI (17.1 KM) NORTHEAST OF WATSON,
 DM4355'7.1 MI (11.4 KM) EAST-SOUTHEAST OF BIG BEND CITY AND 4.8 MI (7.7 KM)
 DM4355'NORTHWEST OF GRACELOCK.
 DM4355'
 DM4355'TO REACH TO THE MARK GO 13.5 MI (21.7 KM) EAST ALONG TRUNK HIGHWAY
 DM4355'40/29 FROM THE JUNCTION OF TRUNK HIGHWAY 40 AND TRUNK HIGHWAY 7/59 IN
 DM4355'MILAN, AT TRUNK HIGHWAY 29/40 MILE POINT 16.3, 69.8 FT (21.3 M) SOUTH
 DM4355'OF TRUNK HIGHWAY 40/29, 44.0 FT (13.4 M) WEST OF 20TH AVENUE
 DM4355'NORTHWEST, 7.0 FT (2.1 M) NORTHWEST OF CABLE BOX NUMBER 737, 1.0 FT
 DM4355'(0.3 M) NORTH OF A WITNESS POST.
 DM4355
 DM4355                          STATION RECOVERY (2013)
 DM4355
 DM4355'RECOVERY NOTE BY MN DEPT OF TRANSP 2013 (MXS)
 DM4355'13.5 MILES EAST OF MILAN, 13.5 MILES EAST ALONG TRUNK HIGHWAY 40 FROM
 DM4355'JUNCTION OF TRUNK HIGHWAY 40 AND TRUNK HIGHWAY 7 IN MILAN, AT TRUNK
 DM4355'HIGHWAY 29 MILEPOINT 16.3, 69.8 FEET SOUTH OF TRUNK HIGHWAY 29, 44.0
 DM4355'FEET WEST OF 20TH AVENUE NORTHWEST, 7.0 FEET NORTHWEST OF CABLE BOX
 DM4355'NUMBER 737, 1.0 FOOT NORTH OF WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DM4354 ***********************************************************************
 DM4354  DESIGNATION -  1207 M
 DM4354  PID         -  DM4354
 DM4354  STATE/COUNTY-  MN/CHIPPEWA
 DM4354  COUNTRY     -  US
 DM4354  USGS QUAD   -  GRACELOCK (2019)
 DM4354
 DM4354                         *CURRENT SURVEY CONTROL
 DM4354  ______________________________________________________________________
 DM4354* NAD 83(1986) POSITION- 45 06 27.89   (N) 095 36 51.14   (W)   HD_HELD1
 DM4354* NAVD 88 ORTHO HEIGHT -   313.598 (meters)     1028.86  (feet) ADJUSTED
 DM4354  ______________________________________________________________________
 DM4354  GEOID HEIGHT    -        -26.407 (meters)                     GEOID18
 DM4354  DYNAMIC HEIGHT  -        313.577 (meters)     1028.79  (feet) COMP
 DM4354  MODELED GRAVITY -    980,540.2   (mgal)                       NAVD 88
 DM4354
 DM4354  VERT ORDER      -  SECOND    CLASS I
 DM4354
 DM4354.The horizontal coordinates were determined by differentially corrected
 DM4354.hand held GPS observations or other comparable positioning techniques
 DM4354.and have an estimated accuracy of +/- 3 meters.
 DM4354
 DM4354.The orthometric height was determined by differential leveling and
 DM4354.adjusted by the NATIONAL GEODETIC SURVEY
 DM4354.in November 2011.
 DM4354
 DM4354.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM4354.GEOID18 height accuracy estimate available here.
 DM4354
 DM4354.Click photographs - Photos may exist for this station.
 DM4354
 DM4354.The dynamic height is computed by dividing the NAVD 88
 DM4354.geopotential number by the normal gravity value computed on the
 DM4354.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM4354.degrees latitude (g = 980.6199 gals.).
 DM4354
 DM4354.The modeled gravity was interpolated from observed gravity values.
 DM4354
 DM4354;                    North         East    Units  Estimated Accuracy
 DM4354;SPC MN S     -   335,454.9     672,974.8     MT  (+/- 3 meters HH1 GPS) 
 DM4354
 DM4354_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTK9434798244(NAD 83)
 DM4354
 DM4354                          SUPERSEDED SURVEY CONTROL
 DM4354
 DM4354  NAVD 88 (02/23/11)  313.602  (m)         1028.88   (f) SUPERSEDED  2 1
 DM4354
 DM4354.Superseded values are not recommended for survey control.
 DM4354
 DM4354.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DM4354.See file dsdata.pdf to determine how the superseded data were derived.
 DM4354
 DM4354_MARKER: DD = SURVEY DISK
 DM4354_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DM4354_STAMPING: 1207 M 2006
 DM4354_MARK LOGO: MNDT
 DM4354_PROJECTION: FLUSH
 DM4354_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DM4354_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DM4354_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DM4354+SATELLITE: SATELLITE OBSERVATIONS - July 10, 2013
 DM4354_ROD/PIPE-DEPTH: 6.1 meters
 DM4354
 DM4354  HISTORY     - Date     Condition        Report By
 DM4354  HISTORY     - 20060921 MONUMENTED       MNDT
 DM4354  HISTORY     - 20130710 GOOD             MNDT
 DM4354
 DM4354                          STATION DESCRIPTION
 DM4354
 DM4354'DESCRIBED BY MN DEPT OF TRANSP 2006
 DM4354'THE STATION IS LOCATED ABOUT 11.4 MI (18.3 KM) NORTHEAST OF WATSON,
 DM4354'8.1 MI (13.0 KM) EAST-SOUTHEAST OF BIG BEND CITY AND 4.3 MI (6.9 KM)
 DM4354'NORTH-NORTHWEST OF GRACELOCK.
 DM4354'
 DM4354'TO REACH TO THE MARK GO 14.5 MI (23.3 KM) EAST ALONG TRUNK HIGHWAY
 DM4354'29/40 FROM THE JUNCTION OF TRUNK HIGHWAY 40 AND TRUNK HIGHWAY 7/59 IN
 DM4354'MILAN, AT TRUNK HIGHWAY 29/40 MILE POINT 17.5, 81.0 FT (24.7 M) SOUTH
 DM4354'OF TRUNK HIGHWAY 40, 33.0 FT (10.1 M) WEST OF 10TH AVENUE NORTHWEST,
 DM4354'26.0 FT (7.9 M) NORTH OF A FIELD ENTRANCE, 6.0 FT (1.8 M) SOUTH OF
 DM4354'CABLE BOX NUMBER 892, 1.0 FT (0.3 M) NORTH OF A WITNESS POST.
 DM4354
 DM4354                          STATION RECOVERY (2013)
 DM4354
 DM4354'RECOVERY NOTE BY MN DEPT OF TRANSP 2013 (DAS)
 DM4354'14.5 MI (23.3 KM) EAST OF MILAN, 14.5 MI (23.3 KM) EAST ALONG TRUNK
 DM4354'HIGHWAY 40  FROM THE JUNCTION OF TRUNK HIGHWAY 40 AND TRUNK HIGHWAY 7
 DM4354'IN MILAN, AT TRUNK HIGHWAY 29 MILE POINT 17.5, 81.0 FT (24.7 M) SOUTH
 DM4354'OF TRUNK HIGHWAY 29, 33.0 FT (10.1 M) WEST OF 10TH AVENUE NORTHWEST,
 DM4354'26.0 FT (7.9 M) NORTH OF A FIELD ENTRANCE, 6.0 FT (1.8 M) SOUTH OF
 DM4354'CABLE BOX NUMBER 892, 1.0 FT (0.3 M) EAST OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DP1257 ***********************************************************************
 DP1257  HT_MOD      -  This is a Height Modernization Survey Station.
 DP1257  DESIGNATION -  1208 B RESET
 DP1257  PID         -  DP1257
 DP1257  STATE/COUNTY-  MN/CHIPPEWA
 DP1257  COUNTRY     -  US
 DP1257  USGS QUAD   -  GRACELOCK (2019)
 DP1257
 DP1257                         *CURRENT SURVEY CONTROL
 DP1257  ______________________________________________________________________
 DP1257* NAD 83(2011) POSITION- 45 07 21.59318(N) 095 35 41.19194(W)   ADJUSTED
 DP1257* NAD 83(2011) ELLIP HT-   287.590 (meters)        (01/15/14)   ADJUSTED
 DP1257* NAD 83(2011) EPOCH   -  2010.00
 DP1257* NAVD 88 ORTHO HEIGHT -   314.01  (meters)     1030.2   (feet) GPS OBS
 DP1257  ______________________________________________________________________
 DP1257  NAVD 88 orthometric height was determined with geoid model    GEOID12A
 DP1257  GEOID HEIGHT    -        -26.423 (meters)                     GEOID12A
 DP1257  GEOID HEIGHT    -        -26.426 (meters)                     GEOID18
 DP1257  NAD 83(2011) X  -   -439,508.667 (meters)                     COMP
 DP1257  NAD 83(2011) Y  - -4,486,668.664 (meters)                     COMP
 DP1257  NAD 83(2011) Z  -  4,497,181.226 (meters)                     COMP
 DP1257  LAPLACE CORR    -         -1.73  (seconds)                    DEFLEC18
 DP1257
 DP1257  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DP1257  Standards:
 DP1257         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DP1257            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DP1257  -------------------------------------------------------------------
 DP1257  NETWORK    0.40   0.55           0.18   0.14   0.28     -0.03137214
 DP1257  -------------------------------------------------------------------
 DP1257  Click here for local accuracies and other accuracy information.
 DP1257
 DP1257.The horizontal coordinates were established by GPS observations
 DP1257.and adjusted by the MN DEPT OF TRANSP in January 2014.
 DP1257
 DP1257.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DP1257.been affixed to the stable North American tectonic plate. See 
 DP1257.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DP1257
 DP1257.The horizontal coordinates are valid at the epoch date displayed above
 DP1257.which is a decimal equivalence of Year/Month/Day.
 DP1257
 DP1257.The orthometric height was determined by GPS observations and a
 DP1257.high-resolution geoid model using precise GPS observation and
 DP1257.processing techniques.
 DP1257
 DP1257.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP1257.GEOID18 height accuracy estimate available here.
 DP1257
 DP1257.Click photographs - Photos may exist for this station.
 DP1257
 DP1257.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DP1257
 DP1257.The Laplace correction was computed from DEFLEC18 derived deflections.
 DP1257
 DP1257.The ellipsoidal height was determined by GPS observations
 DP1257.and is referenced to NAD 83.
 DP1257
 DP1257. The following values were computed from the NAD 83(2011) position.
 DP1257
 DP1257;                    North         East     Units Scale Factor Converg.
 DP1257;SPC MN S     -   337,082.387   674,535.952   MT  0.99998082   -1 07 04.2
 DP1257;SPC MN S     - 1,105,911.13  2,213,040.04   sFT  0.99998082   -1 07 04.2
 DP1257;UTM  15      - 4,999,852.644   295,929.034   MT  1.00011209   -1 50 21.6
 DP1257
 DP1257!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DP1257!SPC MN S     -   0.99995491  x   0.99998082  =   0.99993573
 DP1257!UTM  15      -   0.99995491  x   1.00011209  =   1.00006700
 DP1257
 DP1257_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTK9592999852(NAD 83)
 DP1257
 DP1257                          SUPERSEDED SURVEY CONTROL
 DP1257
 DP1257.No superseded survey control is available for this station.
 DP1257
 DP1257_MARKER: I = METAL ROD
 DP1257_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DP1257_STAMPING: 1208 B RESET 2013
 DP1257_MARK LOGO: MNDT
 DP1257_PROJECTION: RECESSED 2 CENTIMETERS
 DP1257_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DP1257_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DP1257_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP1257+SATELLITE: SATELLITE OBSERVATIONS - July 22, 2025
 DP1257_ROD/PIPE-DEPTH: 4.6 meters
 DP1257
 DP1257  HISTORY     - Date     Condition        Report By
 DP1257  HISTORY     - 20130717 MONUMENTED       MNDT
 DP1257  HISTORY     - 20231101 GOOD             MNDT
 DP1257  HISTORY     - 20250722 GOOD             MNDT
 DP1257
 DP1257                          STATION DESCRIPTION
 DP1257
 DP1257'DESCRIBED BY MN DEPT OF TRANSP 2013
 DP1257'1.0 MILE NORTH OF AGGIE, 1.0 MILE NORTH ALONG TRUNK HIGHWAY 29 FROM
 DP1257'JUNCTION OF TRUNK HIGHWAY 29 AND TRUNK HIGHWAY 40 IN AGGIE, AT TRUNK
 DP1257'HIGHWAY 29 MILEPOINT 19.30, 74.0 FEET WEST OF TRUNK HIGHWAY 29, 68.0
 DP1257'FEET SOUTH OF 70TH STREET, 3.0 FEET NORTH OF RIGHT-OF-WAY POST, 1.0
 DP1257'FOOT EAST OF WITNESS POST.
 DP1257
 DP1257                          STATION RECOVERY (2023)
 DP1257
 DP1257'RECOVERY NOTE BY MN DEPT OF TRANSP 2023 (TJD)
 DP1257'THE MARK IS LOCATED ABOUT 11.5 MI (18.5 KM) SOUTH-SOUTHWEST OF DE
 DP1257'GRAFF, 8.8 MI (14.2 KM) EAST OF BIG BEND CITY AND 5.0 MI (8.0 KM)
 DP1257'NORTH OF GRACELOCK.
 DP1257'
 DP1257'THE MARK WAS LOCATED ABOUT 1.0 MI (1.6 KM) NORTH OF AGGIE, 1.0 MI (1.6
 DP1257'KM) NORTH ALONG TRUNK HIGHWAY 29 FROM THE JUNCTION OF TRUNK HIGHWAY 29
 DP1257'AND TRUNK HIGHWAY 40 IN AGGIE, AT TRUNK HIGHWAY 29 MILE POINT 19.30.
 DP1257'
 DP1257'IT IS 74.0 FT (22.6 M) WEST OF TRUNK HIGHWAY 29, 68.0 FT (20.7 M)
 DP1257'SOUTH OF 70TH STREET, 3.0 FT (0.9 M) NORTH OF A RIGHT-OF-WAY POST AND
 DP1257'1.0 FT (0.3 M) EAST OF A WITNESS POST.
 DP1257
 DP1257                          STATION RECOVERY (2025)
 DP1257
 DP1257'RECOVERY NOTE BY MN DEPT OF TRANSP 2025 (TJD)
 DP1257'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DM4345 ***********************************************************************
 DM4345  DESIGNATION -  1208 C
 DM4345  PID         -  DM4345
 DM4345  STATE/COUNTY-  MN/CHIPPEWA
 DM4345  COUNTRY     -  US
 DM4345  USGS QUAD   -  GRACELOCK NE (2019)
 DM4345
 DM4345                         *CURRENT SURVEY CONTROL
 DM4345  ______________________________________________________________________
 DM4345* NAD 83(1986) POSITION- 45 08 15.34   (N) 095 35 41.76   (W)   HD_HELD1
 DM4345* NAVD 88 ORTHO HEIGHT -   314.314 (meters)     1031.21  (feet) ADJUSTED
 DM4345  ______________________________________________________________________
 DM4345  GEOID HEIGHT    -        -26.431 (meters)                     GEOID18
 DM4345  DYNAMIC HEIGHT  -        314.293 (meters)     1031.14  (feet) COMP
 DM4345  MODELED GRAVITY -    980,542.6   (mgal)                       NAVD 88
 DM4345
 DM4345  VERT ORDER      -  SECOND    CLASS I
 DM4345
 DM4345.The horizontal coordinates were determined by differentially corrected
 DM4345.hand held GPS observations or other comparable positioning techniques
 DM4345.and have an estimated accuracy of +/- 3 meters.
 DM4345
 DM4345.The orthometric height was determined by differential leveling and
 DM4345.adjusted by the NATIONAL GEODETIC SURVEY
 DM4345.in November 2011.
 DM4345
 DM4345.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM4345.GEOID18 height accuracy estimate available here.
 DM4345
 DM4345.Click photographs - Photos may exist for this station.
 DM4345
 DM4345.The dynamic height is computed by dividing the NAVD 88
 DM4345.geopotential number by the normal gravity value computed on the
 DM4345.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM4345.degrees latitude (g = 980.6199 gals.).
 DM4345
 DM4345.The modeled gravity was interpolated from observed gravity values.
 DM4345
 DM4345;                    North         East    Units  Estimated Accuracy
 DM4345;SPC MN S     -   338,741.5     674,555.9     MT  (+/- 3 meters HH1 GPS) 
 DM4345
 DM4345_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTL9596901511(NAD 83)
 DM4345
 DM4345                          SUPERSEDED SURVEY CONTROL
 DM4345
 DM4345  NAVD 88 (02/23/11)  314.315  (m)         1031.22   (f) SUPERSEDED  2 1
 DM4345
 DM4345.Superseded values are not recommended for survey control.
 DM4345
 DM4345.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DM4345.See file dsdata.pdf to determine how the superseded data were derived.
 DM4345
 DM4345_MARKER: DD = SURVEY DISK
 DM4345_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DM4345_STAMPING: 1208 C 2006
 DM4345_MARK LOGO: MNDT
 DM4345_PROJECTION: FLUSH
 DM4345_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DM4345_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DM4345_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DM4345+SATELLITE: SATELLITE OBSERVATIONS - November 01, 2023
 DM4345_ROD/PIPE-DEPTH: 4.6 meters
 DM4345
 DM4345  HISTORY     - Date     Condition        Report By
 DM4345  HISTORY     - 20060920 MONUMENTED       MNDT
 DM4345  HISTORY     - 20130717 GOOD             MNDT
 DM4345  HISTORY     - 20231101 GOOD             MNDT
 DM4345
 DM4345                          STATION DESCRIPTION
 DM4345
 DM4345'DESCRIBED BY MN DEPT OF TRANSP 2006
 DM4345'THE STATION IS LOCATED ABOUT 10.7 MI (17.2 KM) SOUTHWEST OF DE GRAFF,
 DM4345'8.7 MI (14.0 KM) EAST OF BIG BEND CITY AND 6.0 MI (9.7 KM) NORTH OF
 DM4345'GRACELOCK.
 DM4345'
 DM4345'TO REACH TO THE MARK GO 2.0 MI (3.2 KM) NORTH ALONG TRUNK HIGHWAY 29
 DM4345'FROM THE JUNCTION OF TRUNK HIGHWAY 29 AND TRUNK HIGHWAY 40 IN AGGIE,
 DM4345'AT TRUNK HIGHWAY 29 MILE POINT 20.30, 75 FT (22.9 M) WEST OF TRUNK
 DM4345'HIGHWAY 29, 50 FT (15.2 M) NORTH OF 80TH STREET, 18.5 FT (5.6 M) SOUTH
 DM4345'OF CABLE BOX, 1.0 FT (0.3 M) EAST OF A WITNESS POST.
 DM4345
 DM4345                          STATION RECOVERY (2013)
 DM4345
 DM4345'RECOVERY NOTE BY MN DEPT OF TRANSP 2013 (DAS)
 DM4345'2.0 MI (3.2 KM) NORTH OF AGGIE, 2.0 MI (3.2 KM) NORTH ALONG TRUNK
 DM4345'HIGHWAY 29  FROM THE JUNCTION OF TRUNK HIGHWAY 29 AND TRUNK HIGHWAY 40
 DM4345'IN AGGIE, AT TRUNK HIGHWAY 29 MILE POINT 20.30, 75 FT (22.9 M) WEST OF
 DM4345'TRUNK HIGHWAY 29, 50 FT (15.2 M) NORTH OF 80TH STREET, 18.5 FT (5.6 M)
 DM4345'SOUTH OF CABLE BOX, 1.0 FT (0.3 M) EAST OF A WITNESS POST.
 DM4345
 DM4345                          STATION RECOVERY (2023)
 DM4345
 DM4345'RECOVERY NOTE BY MN DEPT OF TRANSP 2023 (TJD)
 DM4345'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DM4378 ***********************************************************************
 DM4378  DESIGNATION -  1209 A
 DM4378  PID         -  DM4378
 DM4378  STATE/COUNTY-  MN/CHIPPEWA
 DM4378  COUNTRY     -  US
 DM4378  USGS QUAD   -  MILAN (2019)
 DM4378
 DM4378                         *CURRENT SURVEY CONTROL
 DM4378  ______________________________________________________________________
 DM4378* NAD 83(1986) POSITION- 45 06 31.6    (N) 095 54 11.6    (W)   HD_HELD2
 DM4378* NAVD 88 ORTHO HEIGHT -   301.673 (meters)      989.74  (feet) ADJUSTED
 DM4378  ______________________________________________________________________
 DM4378  GEOID HEIGHT    -        -26.269 (meters)                     GEOID18
 DM4378  DYNAMIC HEIGHT  -        301.651 (meters)      989.67  (feet) COMP
 DM4378  MODELED GRAVITY -    980,533.9   (mgal)                       NAVD 88
 DM4378
 DM4378  VERT ORDER      -  SECOND    CLASS I
 DM4378
 DM4378.The horizontal coordinates were established by autonomous hand held GPS
 DM4378.observations and have an estimated accuracy of +/- 10 meters.
 DM4378
 DM4378.The orthometric height was determined by differential leveling and
 DM4378.adjusted by the NATIONAL GEODETIC SURVEY
 DM4378.in February 2011.
 DM4378
 DM4378.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM4378.GEOID18 height accuracy estimate available here.
 DM4378
 DM4378.Click photographs - Photos may exist for this station.
 DM4378
 DM4378.The dynamic height is computed by dividing the NAVD 88
 DM4378.geopotential number by the normal gravity value computed on the
 DM4378.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM4378.degrees latitude (g = 980.6199 gals.).
 DM4378
 DM4378.The modeled gravity was interpolated from observed gravity values.
 DM4378
 DM4378;                    North         East    Units  Estimated Accuracy
 DM4378;SPC MN S     -   336,059.      650,238.      MT  (+/- 10 meters HH2 GPS)
 DM4378
 DM4378_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTK7161599135(NAD 83)
 DM4378
 DM4378                          SUPERSEDED SURVEY CONTROL
 DM4378
 DM4378.No superseded survey control is available for this station.
 DM4378
 DM4378_MARKER: DB = BENCH MARK DISK
 DM4378_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 DM4378_SP_SET: BOX CULVERT
 DM4378_STAMPING: 1209 A 1948
 DM4378_MARK LOGO: MNHD
 DM4378_MAGNETIC: N = NO MAGNETIC MATERIAL
 DM4378_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DM4378+STABILITY: SURFACE MOTION
 DM4378_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DM4378+SATELLITE: SATELLITE OBSERVATIONS - April 04, 2016
 DM4378
 DM4378  HISTORY     - Date     Condition        Report By
 DM4378  HISTORY     - 19480401 MONUMENTED       MNHD
 DM4378  HISTORY     - 20060829 GOOD             MNDT
 DM4378  HISTORY     - 20110511 GOOD             MNDT
 DM4378  HISTORY     - 20160404 GOOD             MNDT
 DM4378
 DM4378                          STATION DESCRIPTION
 DM4378
 DM4378'DESCRIBED BY MN DEPT OF TRANSP 2006 (MPP)
 DM4378'THE STATION IS LOCATED ABOUT 7.4 MI (11.9 KM) EAST-NORTHEAST OF CERRO
 DM4378'GORDO, 6.8 MI (10.9 KM) WEST-SOUTHWEST OF BIG BEND CITY AND IN THE
 DM4378'TOWN OF MILAN..
 DM4378'
 DM4378'TO REACH TO THE MARK GO 17 FT (5.2 M) NORTH OF TRUNK HIGHWAY 40, AT
 DM4378'TRUNK HIGHWAY 40 STATION 11+08, 0.20 MI (0.3 KM) EAST ALONG TRUNK
 DM4378'HIGHWAY 40 FROM THE JUNCTION OF TRUNK HIGHWAY 40 AND TRUNK HIGHWAY 7
 DM4378'IN MILAN, AT TRUNK HIGHWAY 40 MILE POINT 32.60, 950 FT (289.6 M) EAST
 DM4378'OF THE JUNCTION OF TRUNK HIGHWAY 40 AND RAILROAD.
 DM4378
 DM4378                          STATION RECOVERY (2011)
 DM4378
 DM4378'RECOVERY NOTE BY MN DEPT OF TRANSP 2011 (MAS)
 DM4378'THE STATION IS LOCATED ABOUT 7.4 MI (11.9 KM) EAST-NORTHEAST OF CERRO
 DM4378'GORDO, 6.9 MI (11.1 KM) WEST-SOUTHWEST OF BIG BEND CITY AND IN THE
 DM4378'TOWN OF MILAN, MN.
 DM4378'
 DM4378'TO REACH THE MARK GO 0.2 MI (0.3 KM) EAST ALONG TRUNK HIGHWAY 40 FROM
 DM4378'THE JUNCTION OF TRUNK HIGHWAY 40 AND TRUNK HIGHWAY 7 IN MILAN, AT
 DM4378'TRUNK HIGHWAY 40 MILE POINT 32.60.
 DM4378'
 DM4378'THE MARK IS 950 FT (289.6 M) EAST OF THE JUNCTION TRUNK HIGHWAY 40 AND
 DM4378'RAILROAD, 17 FT (5.2 M) NORTH OF TRUNK HIGHWAY 40 IN NORTHWEST
 DM4378'HEADWALL OF TRUNK HIGHWAY 40 BOX CULVERT NUMBER 5650 AT TRUNK HIGHWAY
 DM4378'40 STATION 11+08.
 DM4378
 DM4378                          STATION RECOVERY (2016)
 DM4378
 DM4378'RECOVERY NOTE BY MN DEPT OF TRANSP 2016 (MAS)
 DM4378'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DM4375 ***********************************************************************
 DM4375  DESIGNATION -  1209 C
 DM4375  PID         -  DM4375
 DM4375  STATE/COUNTY-  MN/CHIPPEWA
 DM4375  COUNTRY     -  US
 DM4375  USGS QUAD   -  WATSON (2019)
 DM4375
 DM4375                         *CURRENT SURVEY CONTROL
 DM4375  ______________________________________________________________________
 DM4375* NAD 83(1986) POSITION- 45 06 30.     (N) 095 51 09.     (W)   SCALED
 DM4375* NAVD 88 ORTHO HEIGHT -   303.541 (meters)      995.87  (feet) ADJUSTED
 DM4375  ______________________________________________________________________
 DM4375  GEOID HEIGHT    -        -26.283 (meters)                     GEOID18
 DM4375  DYNAMIC HEIGHT  -        303.519 (meters)      995.80  (feet) COMP
 DM4375  MODELED GRAVITY -    980,536.1   (mgal)                       NAVD 88
 DM4375
 DM4375  VERT ORDER      -  SECOND    CLASS I
 DM4375
 DM4375.The horizontal coordinates were scaled from a map and have
 DM4375.an estimated accuracy of +/- 6 seconds.
 DM4375
 DM4375.The orthometric height was determined by differential leveling and
 DM4375.adjusted by the NATIONAL GEODETIC SURVEY
 DM4375.in November 2011.
 DM4375
 DM4375.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM4375.GEOID18 height accuracy estimate available here.
 DM4375
 DM4375.Click photographs - Photos may exist for this station.
 DM4375
 DM4375.The dynamic height is computed by dividing the NAVD 88
 DM4375.geopotential number by the normal gravity value computed on the
 DM4375.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM4375.degrees latitude (g = 980.6199 gals.).
 DM4375
 DM4375.The modeled gravity was interpolated from observed gravity values.
 DM4375
 DM4375;                    North         East    Units  Estimated Accuracy
 DM4375;SPC MN S     -   335,920.      654,230.      MT  (+/- 180 meters Scaled)
 DM4375
 DM4375_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTK756989(NAD 83)
 DM4375
 DM4375                          SUPERSEDED SURVEY CONTROL
 DM4375
 DM4375  NAVD 88 (02/23/11)  303.543  (m)          995.87   (f) SUPERSEDED  2 1
 DM4375
 DM4375.Superseded values are not recommended for survey control.
 DM4375
 DM4375.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DM4375.See file dsdata.pdf to determine how the superseded data were derived.
 DM4375
 DM4375_MARKER: DB = BENCH MARK DISK
 DM4375_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 DM4375_SP_SET: CULVERT
 DM4375_STAMPING: 1209 C 1948
 DM4375_MARK LOGO: MNHD
 DM4375_MAGNETIC: N = NO MAGNETIC MATERIAL
 DM4375_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DM4375+STABILITY: SURFACE MOTION
 DM4375_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DM4375+SATELLITE: SATELLITE OBSERVATIONS - July 10, 2013
 DM4375
 DM4375  HISTORY     - Date     Condition        Report By
 DM4375  HISTORY     - 19480401 MONUMENTED       MNHD
 DM4375  HISTORY     - 20060819 GOOD             MNDT
 DM4375  HISTORY     - 20130710 GOOD             MNDT
 DM4375
 DM4375                          STATION DESCRIPTION
 DM4375
 DM4375'DESCRIBED BY MN DEPT OF TRANSP 2006 (MPP)
 DM4375'THE STATION IS LOCATED ABOUT 7.3 MI (11.7 KM) NORTH-NORTHWEST OF
 DM4375'WATSON, 4.6 MI (7.4 KM) WEST-SOUTHWEST OF BIG BEND CITY AND 3.0 MI
 DM4375'(4.8 KM) EAST OF MILAN.
 DM4375'
 DM4375'TO REACH TO THE MARK GO 2.7 MI (4.3 KM) EAST ALONG TRUNK HIGHWAY 40
 DM4375'FROM THE JUNCTION OF TRUNK HIGHWAY 40 AND TRUNK HIGHWAY 7 IN MILAN, AT
 DM4375'TRUNK HIGHWAY MILE POINT 35.10, 1220 FT (371.9 M) EAST OF CROSSROAD,
 DM4375'21 FT (6.4 M) NORTH AND 6 FT (1.8 M) WEST OF HIGHWAY AT DRAIN, IN
 DM4375'NORTHWEST CORNER OF CULVERT HEADWALL.
 DM4375
 DM4375                          STATION RECOVERY (2013)
 DM4375
 DM4375'RECOVERY NOTE BY MN DEPT OF TRANSP 2013 (DAS)
 DM4375'2.9 MI (4.7 KM) EAST OF MILAN, 2.7 MI (4.3 KM) EAST OF RAILROAD
 DM4375'CROSSING IN MILAN, 2.7 MI (4.3 KM) EAST ALONG TRUNK HIGHWAY 40  FROM
 DM4375'THE JUNCTION OF TRUNK HIGHWAY 40 AND TRUNK HIGHWAY 7 IN MILAN, AT
 DM4375'TRUNK HIGHWAY 40 MILE POINT 35.10, 1220 FT (371.9 M) EAST OF
 DM4375'CROSSROAD, 21 FT (6.4 M) NORTH AND 6 FT (1.8 M) WEST OF HIGHWAY AT
 DM4375'DRAIN, IN NORTHWEST CORNER OF CULVERT HEADWALL.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DM4372 ***********************************************************************
 DM4372  DESIGNATION -  1209 G
 DM4372  PID         -  DM4372
 DM4372  STATE/COUNTY-  MN/CHIPPEWA
 DM4372  COUNTRY     -  US
 DM4372  USGS QUAD   -  WATSON (2019)
 DM4372
 DM4372                         *CURRENT SURVEY CONTROL
 DM4372  ______________________________________________________________________
 DM4372* NAD 83(1986) POSITION- 45 06 31.     (N) 095 46 40.     (W)   SCALED
 DM4372* NAVD 88 ORTHO HEIGHT -   306.306 (meters)     1004.94  (feet) ADJUSTED
 DM4372  ______________________________________________________________________
 DM4372  GEOID HEIGHT    -        -26.314 (meters)                     GEOID18
 DM4372  DYNAMIC HEIGHT  -        306.285 (meters)     1004.87  (feet) COMP
 DM4372  MODELED GRAVITY -    980,539.4   (mgal)                       NAVD 88
 DM4372
 DM4372  VERT ORDER      -  SECOND    CLASS I
 DM4372
 DM4372.The horizontal coordinates were scaled from a map and have
 DM4372.an estimated accuracy of +/- 6 seconds.
 DM4372
 DM4372.The orthometric height was determined by differential leveling and
 DM4372.adjusted by the NATIONAL GEODETIC SURVEY
 DM4372.in November 2011.
 DM4372
 DM4372.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM4372.GEOID18 height accuracy estimate available here.
 DM4372
 DM4372.Click photographs - Photos may exist for this station.
 DM4372
 DM4372.The dynamic height is computed by dividing the NAVD 88
 DM4372.geopotential number by the normal gravity value computed on the
 DM4372.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM4372.degrees latitude (g = 980.6199 gals.).
 DM4372
 DM4372.The modeled gravity was interpolated from observed gravity values.
 DM4372
 DM4372;                    North         East    Units  Estimated Accuracy
 DM4372;SPC MN S     -   335,820.      660,110.      MT  (+/- 180 meters Scaled)
 DM4372
 DM4372_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTK814987(NAD 83)
 DM4372
 DM4372                          SUPERSEDED SURVEY CONTROL
 DM4372
 DM4372  NAVD 88 (02/23/11)  306.312  (m)         1004.96   (f) SUPERSEDED  2 1
 DM4372
 DM4372.Superseded values are not recommended for survey control.
 DM4372
 DM4372.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DM4372.See file dsdata.pdf to determine how the superseded data were derived.
 DM4372
 DM4372_MARKER: DB = BENCH MARK DISK
 DM4372_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 DM4372_SP_SET: CULVERT
 DM4372_STAMPING: 1209 G 1948
 DM4372_MARK LOGO: MNHD
 DM4372_MAGNETIC: N = NO MAGNETIC MATERIAL
 DM4372_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DM4372+STABILITY: SURFACE MOTION
 DM4372_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DM4372+SATELLITE: SATELLITE OBSERVATIONS - July 10, 2013
 DM4372
 DM4372  HISTORY     - Date     Condition        Report By
 DM4372  HISTORY     - 19480401 MONUMENTED       MNHD
 DM4372  HISTORY     - 20060829 GOOD             MNDT
 DM4372  HISTORY     - 20130710 GOOD             MNDT
 DM4372
 DM4372                          STATION DESCRIPTION
 DM4372
 DM4372'DESCRIBED BY MN DEPT OF TRANSP 2006 (MPP)
 DM4372'THE STATION IS LOCATED ABOUT 6.9 MI (11.1 KM) NORTH OF WATSON, 6.6 MI
 DM4372'(10.6 KM) EAST OF MILAN AND 2.4 MI (3.9 KM) SOUTH OF BIG BEND CITY.
 DM4372'
 DM4372'TO REACH TO THE MARK GO 6.40 MI (10.3 KM) EAST ALONG TRUNK HIGHWAY 40
 DM4372'FROM THE JUNCTION OF TRUNK HIGHWAY 40 AND TRUNK HIGHWAY 7 IN MILAN, AT
 DM4372'TRUNK HIGHWAY MILE POINT 38.70, IN NORTHWEST HEADWALL OF TRUNK HIGHWAY
 DM4372'40 BOX CULVERT 5656, AT TRUNK HIGHWAY 40 STATION 334+39.
 DM4372
 DM4372                          STATION RECOVERY (2013)
 DM4372
 DM4372'RECOVERY NOTE BY MN DEPT OF TRANSP 2013 (DAS)
 DM4372'6.8 MI (10.9 KM) EAST OF MILAN, IN NORTHWEST HEADWALL OF TRUNK HIGHWAY
 DM4372'40 BOX CULVERT NUMBER 5656, 6.5 MI (10.5 KM) EAST OF THE JUNCTION
 DM4372'TRUNK HIGHWAY 40 AND RAILROAD IN MILAN, 6.40 MI (10.3 KM) EAST ALONG
 DM4372'TRUNK HIGHWAY 40  FROM THE JUNCTION OF TRUNK HIGHWAY 40 AND TRUNK
 DM4372'HIGHWAY 7 IN MILAN, AT TRUNK HIGHWAY 40 MILE POINT 38.70, AT TRUNK
 DM4372'HIGHWAY 40 STATION 334+39.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DM4370 ***********************************************************************
 DM4370  DESIGNATION -  1209 J
 DM4370  PID         -  DM4370
 DM4370  STATE/COUNTY-  MN/CHIPPEWA
 DM4370  COUNTRY     -  US
 DM4370  USGS QUAD   -  GRACELOCK SW (2019)
 DM4370
 DM4370                         *CURRENT SURVEY CONTROL
 DM4370  ______________________________________________________________________
 DM4370* NAD 83(2011) POSITION- 45 06 29.94476(N) 095 44 06.71670(W)   ADJUSTED
 DM4370* NAD 83(2011) ELLIP HT-   284.913 (meters)        (01/15/14)   ADJUSTED
 DM4370* NAD 83(2011) EPOCH   -  2010.00
 DM4370* NAVD 88 ORTHO HEIGHT -   311.251 (meters)     1021.16  (feet) ADJUSTED
 DM4370  ______________________________________________________________________
 DM4370  GEOID HEIGHT    -        -26.335 (meters)                     GEOID18
 DM4370  NAD 83(2011) X  -   -450,616.210 (meters)                     COMP
 DM4370  NAD 83(2011) Y  - -4,486,700.227 (meters)                     COMP
 DM4370  NAD 83(2011) Z  -  4,496,054.131 (meters)                     COMP
 DM4370  LAPLACE CORR    -         -1.37  (seconds)                    DEFLEC18
 DM4370  DYNAMIC HEIGHT  -        311.230 (meters)     1021.09  (feet) COMP
 DM4370  MODELED GRAVITY -    980,540.7   (mgal)                       NAVD 88
 DM4370
 DM4370  VERT ORDER      -  SECOND    CLASS I
 DM4370
 DM4370  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DM4370  Standards:
 DM4370         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DM4370            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DM4370  -------------------------------------------------------------------
 DM4370  NETWORK    1.17   1.43           0.53   0.41   0.73      0.04705767
 DM4370  -------------------------------------------------------------------
 DM4370  Click here for local accuracies and other accuracy information.
 DM4370
 DM4370.The horizontal coordinates were established by GPS observations
 DM4370.and adjusted by the MN DEPT OF TRANSP in January 2014.
 DM4370
 DM4370.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DM4370.been affixed to the stable North American tectonic plate. See 
 DM4370.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DM4370
 DM4370.The horizontal coordinates are valid at the epoch date displayed above
 DM4370.which is a decimal equivalence of Year/Month/Day.
 DM4370
 DM4370.The orthometric height was determined by differential leveling and
 DM4370.adjusted by the NATIONAL GEODETIC SURVEY
 DM4370.in November 2011.
 DM4370
 DM4370.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM4370.GEOID18 height accuracy estimate available here.
 DM4370
 DM4370.Click photographs - Photos may exist for this station.
 DM4370
 DM4370.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DM4370
 DM4370.The Laplace correction was computed from DEFLEC18 derived deflections.
 DM4370
 DM4370.The ellipsoidal height was determined by GPS observations
 DM4370.and is referenced to NAD 83.
 DM4370
 DM4370.The dynamic height is computed by dividing the NAVD 88
 DM4370.geopotential number by the normal gravity value computed on the
 DM4370.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM4370.degrees latitude (g = 980.6199 gals.).
 DM4370
 DM4370.The modeled gravity was interpolated from observed gravity values.
 DM4370
 DM4370. The following values were computed from the NAD 83(2011) position.
 DM4370
 DM4370;                    North         East     Units Scale Factor Converg.
 DM4370;SPC MN S     -   335,713.382   663,456.312   MT  0.99997813   -1 12 58.5
 DM4370;SPC MN S     - 1,101,419.65  2,176,689.58   sFT  0.99997813   -1 12 58.5
 DM4370;UTM  15      - 4,998,623.139   284,831.240   MT  1.00016931   -1 56 18.5
 DM4370
 DM4370!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DM4370!SPC MN S     -   0.99995533  x   0.99997813  =   0.99993346
 DM4370!UTM  15      -   0.99995533  x   1.00016931  =   1.00012463
 DM4370
 DM4370_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTK8483198623(NAD 83)
 DM4370
 DM4370                          SUPERSEDED SURVEY CONTROL
 DM4370
 DM4370  NAVD 88 (02/23/11)  311.259  (m)         1021.19   (f) SUPERSEDED  2 1
 DM4370
 DM4370.Superseded values are not recommended for survey control.
 DM4370
 DM4370.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DM4370.See file dsdata.pdf to determine how the superseded data were derived.
 DM4370
 DM4370_MARKER: DB = BENCH MARK DISK
 DM4370_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 DM4370_STAMPING: 1209 J 1948
 DM4370_MARK LOGO: MNHD
 DM4370_PROJECTION: PROJECTING 3 CENTIMETERS
 DM4370_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DM4370_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DM4370_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DM4370+SATELLITE: SATELLITE OBSERVATIONS - October 02, 2013
 DM4370
 DM4370  HISTORY     - Date     Condition        Report By
 DM4370  HISTORY     - 19480401 MONUMENTED       MNHD
 DM4370  HISTORY     - 20060830 GOOD             MNDT
 DM4370  HISTORY     - 20131002 GOOD             MNDT
 DM4370
 DM4370                          STATION DESCRIPTION
 DM4370
 DM4370'DESCRIBED BY MN DEPT OF TRANSP 2006 (MPP)
 DM4370'THE STATION IS LOCATED ABOUT 8.6 MI (13.8 KM) WEST-NORTHWEST OF
 DM4370'GRACELOCK, 7.5 MI (12.1 KM) NORTH-NORTHEAST OF WATSON AND 3.0 MI (4.8
 DM4370'KM) SOUTHEAST OF BIG BEND CITY.
 DM4370'
 DM4370'TO REACH TO THE MARK GO 8.50 MI (13.7 KM) EAST ALONG TRUNK HIGHWAY 40
 DM4370'FROM THE JUNCTION OF TRUNK HIGHWAY 40 AND TRUNK HIGHWAY 7 IN MILAN, AT
 DM4370'TRUNK HIGHWAY 40 MILE POINT 40.85, 50 FT (15.2 M) NORTH OF TRUNK
 DM4370'HIGHWAY 40, AT TRUNK HIGHWAY 40 STATION 445+00, 77.0 FT (23.5 M) EAST
 DM4370'OF 70TH AVENUE NORTHWEST, 42.5 FT (13.0 M) EAST OF POWER POLE, 0.70 FT
 DM4370'(21 CM) SOUTH OF A WITNESS POST.
 DM4370
 DM4370                          STATION RECOVERY (2013)
 DM4370
 DM4370'RECOVERY NOTE BY MN DEPT OF TRANSP 2013 (MPP)
 DM4370'8.7 MILES EAST OF MILAN, 8.4 MILES EAST OF JUNCTION TRUNK HIGHWAY 40
 DM4370'AND RAILROAD IN MILAN, 8.5 MILES EAST ALONG TRUNK HIGHWAY 40 FROM
 DM4370'JUNCTION OF TRUNK HIGHWAY 40 AND TRUNK HIGHWAY 7 IN MILAN, AT TRUNK
 DM4370'HIGHWAY 40 MILEPOINT 40.85, AT TRUNK HIGHWAY 40 STATION 445+00, 77.0
 DM4370'FEET EAST OF 70TH AVENUE NORTHWEST, 50 FEET NORTH OF TRUNK HIGHWAY 40,
 DM4370'42.5 FEET EAST OF POWER POLE, 0.7 FOOT SOUTH OF WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DM4377 ***********************************************************************
 DM4377  DESIGNATION -  1209 L
 DM4377  PID         -  DM4377
 DM4377  STATE/COUNTY-  MN/CHIPPEWA
 DM4377  COUNTRY     -  US
 DM4377  USGS QUAD   -  MILAN (2019)
 DM4377
 DM4377                         *CURRENT SURVEY CONTROL
 DM4377  ______________________________________________________________________
 DM4377* NAD 83(2011) POSITION- 45 06 30.22227(N) 095 52 42.61346(W)   ADJUSTED
 DM4377* NAD 83(2011) ELLIP HT-   289.016 (meters)        (05/13/13)   ADJUSTED
 DM4377* NAD 83(2011) EPOCH   -  2010.00
 DM4377* NAVD 88 ORTHO HEIGHT -   315.290 (meters)     1034.41  (feet) ADJUSTED
 DM4377  ______________________________________________________________________
 DM4377  GEOID HEIGHT    -        -26.275 (meters)                     GEOID18
 DM4377  NAD 83(2011) X  -   -461,836.320 (meters)                     COMP
 DM4377  NAD 83(2011) Y  - -4,485,555.984 (meters)                     COMP
 DM4377  NAD 83(2011) Z  -  4,496,063.084 (meters)                     COMP
 DM4377  LAPLACE CORR    -         -0.81  (seconds)                    DEFLEC18
 DM4377  DYNAMIC HEIGHT  -        315.267 (meters)     1034.34  (feet) COMP
 DM4377  MODELED GRAVITY -    980,534.9   (mgal)                       NAVD 88
 DM4377
 DM4377  VERT ORDER      -  SECOND    CLASS I
 DM4377
 DM4377  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DM4377  Standards:
 DM4377         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DM4377            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DM4377  -------------------------------------------------------------------
 DM4377  NETWORK    0.41   0.45           0.19   0.14   0.23      0.02202670
 DM4377  -------------------------------------------------------------------
 DM4377  Click here for local accuracies and other accuracy information.
 DM4377
 DM4377.The horizontal coordinates were established by GPS observations
 DM4377.and adjusted by the MN DEPT OF TRANSP in May 2013.
 DM4377
 DM4377.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DM4377.been affixed to the stable North American tectonic plate. See 
 DM4377.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DM4377
 DM4377.The horizontal coordinates are valid at the epoch date displayed above
 DM4377.which is a decimal equivalence of Year/Month/Day.
 DM4377
 DM4377.The orthometric height was determined by differential leveling and
 DM4377.adjusted by the NATIONAL GEODETIC SURVEY
 DM4377.in November 2011.
 DM4377
 DM4377.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM4377.GEOID18 height accuracy estimate available here.
 DM4377
 DM4377.Click photographs - Photos may exist for this station.
 DM4377
 DM4377.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DM4377
 DM4377.The Laplace correction was computed from DEFLEC18 derived deflections.
 DM4377
 DM4377.The ellipsoidal height was determined by GPS observations
 DM4377.and is referenced to NAD 83.
 DM4377
 DM4377.The dynamic height is computed by dividing the NAVD 88
 DM4377.geopotential number by the normal gravity value computed on the
 DM4377.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM4377.degrees latitude (g = 980.6199 gals.).
 DM4377
 DM4377.The modeled gravity was interpolated from observed gravity values.
 DM4377
 DM4377. The following values were computed from the NAD 83(2011) position.
 DM4377
 DM4377;                    North         East     Units Scale Factor Converg.
 DM4377;SPC MN S     -   335,971.207   652,181.703   MT  0.99997815   -1 19 00.1
 DM4377;SPC MN S     - 1,102,265.53  2,139,699.47   sFT  0.99997815   -1 19 00.1
 DM4377;UTM  15      - 4,999,023.264   273,558.284   MT  1.00023053   -2 02 24.4
 DM4377
 DM4377!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DM4377!SPC MN S     -   0.99995469  x   0.99997815  =   0.99993284
 DM4377!UTM  15      -   0.99995469  x   1.00023053  =   1.00018521
 DM4377
 DM4377:                Primary Azimuth Mark                     Grid Az
 DM4377:SPC MN S     -  DALL                                     277 50 08.8
 DM4377:UTM  15      -  DALL                                     278 33 33.1
 DM4377
 DM4377_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTK7355899023(NAD 83)
 DM4377
 DM4377|---------------------------------------------------------------------|
 DM4377| PID    Reference Object                     Distance      Geod. Az  |
 DM4377|                                                           dddmmss.s |
 DM4377| DP1262 DALL                                411.364 METERS 2763108.7 |
 DM4377|---------------------------------------------------------------------|
 DM4377
 DM4377                          SUPERSEDED SURVEY CONTROL
 DM4377
 DM4377  NAVD 88 (02/23/11)  315.291  (m)         1034.42   (f) SUPERSEDED  2 1
 DM4377
 DM4377.Superseded values are not recommended for survey control.
 DM4377
 DM4377.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DM4377.See file dsdata.pdf to determine how the superseded data were derived.
 DM4377
 DM4377_MARKER: DD = SURVEY DISK
 DM4377_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DM4377_STAMPING: 1209 L 2006
 DM4377_MARK LOGO: MNDT
 DM4377_PROJECTION: RECESSED 5 CENTIMETERS
 DM4377_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DM4377_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DM4377_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DM4377+SATELLITE: SATELLITE OBSERVATIONS - May 19, 2021
 DM4377_ROD/PIPE-DEPTH: 6.1 meters
 DM4377
 DM4377  HISTORY     - Date     Condition        Report By
 DM4377  HISTORY     - 20060926 MONUMENTED       MNDT
 DM4377  HISTORY     - 20120410 GOOD             MNDT
 DM4377  HISTORY     - 20131009 GOOD             MNDT
 DM4377  HISTORY     - 20160405 GOOD             MNDT
 DM4377  HISTORY     - 20210519 GOOD             MNDT
 DM4377
 DM4377                          STATION DESCRIPTION
 DM4377
 DM4377'DESCRIBED BY MN DEPT OF TRANSP 2006
 DM4377'THE STATION IS LOCATED ABOUT 7.8 MI (12.6 KM) NORTH-NORTHWEST OF
 DM4377'WATSON, 5.7 MI (9.2 KM) WEST-SOUTHWEST OF BIG BEND CITY AND 1.7 MI
 DM4377'(2.7 KM) EAST OF MILAN.
 DM4377'
 DM4377'TO REACH TO THE MARK GO 1.40 MI (2.3 KM) EAST ALONG TRUNK HIGHWAY 40
 DM4377'FROM THE JUNCTION OF TRUNK HIGHWAY 40 AND TRUNK HIGHWAY 7/59 IN MILAN,
 DM4377'AT TRUNK HIGHWAY 40 MILEPOST 33.80, 73.6 FT (22.4 M) SOUTH OF TRUNK
 DM4377'HIGHWAY 40, 42.6 FT (13.0 M) WEST OF 140TH AVENUE NORTHWEST, 1.0 FT
 DM4377'(0.3 M) NORTH OF A WITNESS POST.
 DM4377
 DM4377                          STATION RECOVERY (2012)
 DM4377
 DM4377'RECOVERY NOTE BY MN DEPT OF TRANSP 2012 (AXL)
 DM4377'1.5 MILES EAST OF MILAN, 1.4 MILES EAST ALONG TRUNK HIGHWAY 40 FROM
 DM4377'JUNCTION OF TRUNK HIGHWAY 40 AND TRUNK HIGHWAY 7 IN MILAN, AT TRUNK
 DM4377'HIGHWAY 40 MILEPOINT 33.80, 73.6 FEET SOUTH OF TRUNK HIGHWAY 40, 42.6
 DM4377'FEET WEST OF 140TH AVENUE NORTHWEST, 1.0 FOOT NORTH OF WITNESS POST.
 DM4377
 DM4377                          STATION RECOVERY (2013)
 DM4377
 DM4377'RECOVERY NOTE BY MN DEPT OF TRANSP 2013 (DXS)
 DM4377'1.5 MILES EAST OF MILAN, 1.4 MILES EAST ALONG TRUNK HIGHWAY 40 FROM
 DM4377'JUNCTION OF TRUNK HIGHWAY 40 AND TRUNK HIGHWAY 7 IN MILAN, AT TRUNK
 DM4377'HIGHWAY 40 MILEPOINT 33.80, 73.6 FEET SOUTH OF TRUNK HIGHWAY 40, 42.6
 DM4377'FEET WEST OF 140TH AVENUE NORTHWEST, 1.0 FOOT NORTH OF WITNESS POST.
 DM4377
 DM4377                          STATION RECOVERY (2016)
 DM4377
 DM4377'RECOVERY NOTE BY MN DEPT OF TRANSP 2016 (SVS)
 DM4377'RECOVERED AS DESCRIBED.
 DM4377
 DM4377                          STATION RECOVERY (2021)
 DM4377
 DM4377'RECOVERY NOTE BY MN DEPT OF TRANSP 2021 (TJD)
 DM4377'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DM4376 ***********************************************************************
 DM4376  DESIGNATION -  1209 M
 DM4376  PID         -  DM4376
 DM4376  STATE/COUNTY-  MN/CHIPPEWA
 DM4376  COUNTRY     -  US
 DM4376  USGS QUAD   -  WATSON (2019)
 DM4376
 DM4376                         *CURRENT SURVEY CONTROL
 DM4376  ______________________________________________________________________
 DM4376* NAD 83(1986) POSITION- 45 06 31.02   (N) 095 51 29.33   (W)   HD_HELD1
 DM4376* NAVD 88 ORTHO HEIGHT -   313.546 (meters)     1028.69  (feet) ADJUSTED
 DM4376  ______________________________________________________________________
 DM4376  GEOID HEIGHT    -        -26.282 (meters)                     GEOID18
 DM4376  DYNAMIC HEIGHT  -        313.523 (meters)     1028.62  (feet) COMP
 DM4376  MODELED GRAVITY -    980,535.8   (mgal)                       NAVD 88
 DM4376
 DM4376  VERT ORDER      -  SECOND    CLASS I
 DM4376
 DM4376.The horizontal coordinates were determined by differentially corrected
 DM4376.hand held GPS observations or other comparable positioning techniques
 DM4376.and have an estimated accuracy of +/- 3 meters.
 DM4376
 DM4376.The orthometric height was determined by differential leveling and
 DM4376.adjusted by the NATIONAL GEODETIC SURVEY
 DM4376.in November 2011.
 DM4376
 DM4376.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM4376.GEOID18 height accuracy estimate available here.
 DM4376
 DM4376.Click photographs - Photos may exist for this station.
 DM4376
 DM4376.The dynamic height is computed by dividing the NAVD 88
 DM4376.geopotential number by the normal gravity value computed on the
 DM4376.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM4376.degrees latitude (g = 980.6199 gals.).
 DM4376
 DM4376.The modeled gravity was interpolated from observed gravity values.
 DM4376
 DM4376;                    North         East    Units  Estimated Accuracy
 DM4376;SPC MN S     -   335,959.2     653,783.8     MT  (+/- 3 meters HH1 GPS) 
 DM4376
 DM4376_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTK7516098991(NAD 83)
 DM4376
 DM4376                          SUPERSEDED SURVEY CONTROL
 DM4376
 DM4376  NAVD 88 (02/23/11)  313.548  (m)         1028.70   (f) SUPERSEDED  2 1
 DM4376
 DM4376.Superseded values are not recommended for survey control.
 DM4376
 DM4376.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DM4376.See file dsdata.pdf to determine how the superseded data were derived.
 DM4376
 DM4376_MARKER: DD = SURVEY DISK
 DM4376_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DM4376_STAMPING: 1209 M 2006
 DM4376_MARK LOGO: MNDT
 DM4376_PROJECTION: FLUSH
 DM4376_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DM4376_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DM4376_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DM4376+SATELLITE: SATELLITE OBSERVATIONS - July 10, 2013
 DM4376_ROD/PIPE-DEPTH: 4.6 meters
 DM4376
 DM4376  HISTORY     - Date     Condition        Report By
 DM4376  HISTORY     - 20060926 MONUMENTED       MNDT
 DM4376  HISTORY     - 20130710 GOOD             MNDT
 DM4376
 DM4376                          STATION DESCRIPTION
 DM4376
 DM4376'DESCRIBED BY MN DEPT OF TRANSP 2006
 DM4376'THE STATION IS LOCATED ABOUT 7.4 MI (11.9 KM) NORTH-NORTHWEST OF
 DM4376'WATSON, 4.8 MI (7.7 KM) WEST-SOUTHWEST OF BIG BEND CITY AND 2.7 MI
 DM4376'(4.3 KM) EAST OF MILAN.
 DM4376'
 DM4376'TO REACH TO THE MARK GO 2.40 MI (3.9 KM) EAST ALONG TRUNK HIGHWAY 40
 DM4376'FROM THE JUNCTION OF TRUNK HIGHWAY 40 AND TRUNK HIGHWAY 7/59 IN MILAN,
 DM4376'AT TRUNK HIGHWAY 40 MILE POINT 34.80, 69.6 FT (21.2 M) NORTH OF TRUNK
 DM4376'HIGHWAY 40, 61.0 FT (18.6 M) WEST OF 130TH AVENUE NORTHWEST, 3.0 FT
 DM4376'(0.9 M) WEST OF CABLE BOX NUMBER B8, 1.0 FT (0.3 M) SOUTH OF A WITNESS
 DM4376'POST.
 DM4376
 DM4376                          STATION RECOVERY (2013)
 DM4376
 DM4376'RECOVERY NOTE BY MN DEPT OF TRANSP 2013 (DAS)
 DM4376'2.5 MI (4.0 KM) EAST OF MILAN, 2.4 MI (3.9 KM) EAST ALONG TRUNK
 DM4376'HIGHWAY 40  FROM THE JUNCTION OF TRUNK HIGHWAY 40 AND TRUNK HIGHWAY 7
 DM4376'IN MILAN, AT TRUNK HIGHWAY 40 MILE POINT 34.80, 69.6 FT (21.2 M) NORTH
 DM4376'OF TRUNK HIGHWAY 40, 61.0 FT (18.6 M) WEST OF 130TH AVENUE NORTHWEST,
 DM4376'3.0 FT (0.9 M) WEST OF CABLE BOX NUMBER B8, 1.0 FT (0.3 M) SOUTH OF A
 DM4376'WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DM4374 ***********************************************************************
 DM4374  DESIGNATION -  1209 N
 DM4374  PID         -  DM4374
 DM4374  STATE/COUNTY-  MN/CHIPPEWA
 DM4374  COUNTRY     -  US
 DM4374  USGS QUAD   -  WATSON (2019)
 DM4374
 DM4374                         *CURRENT SURVEY CONTROL
 DM4374  ______________________________________________________________________
 DM4374* NAD 83(2011) POSITION- 45 06 31.97390(N) 095 50 16.71746(W)   ADJUSTED
 DM4374* NAD 83(2011) ELLIP HT-   284.653 (meters)        (01/15/14)   ADJUSTED
 DM4374* NAD 83(2011) EPOCH   -  2010.00
 DM4374* NAVD 88 ORTHO HEIGHT -   310.942 (meters)     1020.15  (feet) ADJUSTED
 DM4374  ______________________________________________________________________
 DM4374  GEOID HEIGHT    -        -26.289 (meters)                     GEOID18
 DM4374  NAD 83(2011) X  -   -458,659.255 (meters)                     COMP
 DM4374  NAD 83(2011) Y  - -4,485,840.355 (meters)                     COMP
 DM4374  NAD 83(2011) Z  -  4,496,098.158 (meters)                     COMP
 DM4374  LAPLACE CORR    -         -0.88  (seconds)                    DEFLEC18
 DM4374  DYNAMIC HEIGHT  -        310.920 (meters)     1020.08  (feet) COMP
 DM4374  MODELED GRAVITY -    980,536.8   (mgal)                       NAVD 88
 DM4374
 DM4374  VERT ORDER      -  SECOND    CLASS I
 DM4374
 DM4374  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DM4374  Standards:
 DM4374         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DM4374            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DM4374  -------------------------------------------------------------------
 DM4374  NETWORK    0.77   0.94           0.36   0.25   0.48      0.09142187
 DM4374  -------------------------------------------------------------------
 DM4374  Click here for local accuracies and other accuracy information.
 DM4374
 DM4374.The horizontal coordinates were established by GPS observations
 DM4374.and adjusted by the MN DEPT OF TRANSP in January 2014.
 DM4374
 DM4374.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DM4374.been affixed to the stable North American tectonic plate. See 
 DM4374.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DM4374
 DM4374.The horizontal coordinates are valid at the epoch date displayed above
 DM4374.which is a decimal equivalence of Year/Month/Day.
 DM4374
 DM4374.The orthometric height was determined by differential leveling and
 DM4374.adjusted by the NATIONAL GEODETIC SURVEY
 DM4374.in November 2011.
 DM4374
 DM4374.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM4374.GEOID18 height accuracy estimate available here.
 DM4374
 DM4374.Click photographs - Photos may exist for this station.
 DM4374
 DM4374.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DM4374
 DM4374.The Laplace correction was computed from DEFLEC18 derived deflections.
 DM4374
 DM4374.The ellipsoidal height was determined by GPS observations
 DM4374.and is referenced to NAD 83.
 DM4374
 DM4374.The dynamic height is computed by dividing the NAVD 88
 DM4374.geopotential number by the normal gravity value computed on the
 DM4374.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM4374.degrees latitude (g = 980.6199 gals.).
 DM4374
 DM4374.The modeled gravity was interpolated from observed gravity values.
 DM4374
 DM4374. The following values were computed from the NAD 83(2011) position.
 DM4374
 DM4374;                    North         East     Units Scale Factor Converg.
 DM4374;SPC MN S     -   335,952.770   655,371.394   MT  0.99997824   -1 17 17.8
 DM4374;SPC MN S     - 1,102,205.05  2,150,164.32   sFT  0.99997824   -1 17 17.8
 DM4374;UTM  15      - 4,998,964.551   276,748.264   MT  1.00021289   -2 00 41.0
 DM4374
 DM4374!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DM4374!SPC MN S     -   0.99995537  x   0.99997824  =   0.99993361
 DM4374!UTM  15      -   0.99995537  x   1.00021289  =   1.00016825
 DM4374
 DM4374_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTK7674898964(NAD 83)
 DM4374
 DM4374|---------------------------------------------------------------------|
 DM4374| PID    Reference Object                     Distance      Geod. Az  |
 DM4374|                                                           dddmmss.s |
 DM4374| DP1264 KRAG                                344.582 METERS 26732     |
 DM4374|---------------------------------------------------------------------|
 DM4374
 DM4374                          SUPERSEDED SURVEY CONTROL
 DM4374
 DM4374  NAVD 88 (02/23/11)  310.945  (m)         1020.16   (f) SUPERSEDED  2 1
 DM4374
 DM4374.Superseded values are not recommended for survey control.
 DM4374
 DM4374.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DM4374.See file dsdata.pdf to determine how the superseded data were derived.
 DM4374
 DM4374_MARKER: DD = SURVEY DISK
 DM4374_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DM4374_STAMPING: 1209 N 2006
 DM4374_MARK LOGO: MNDT
 DM4374_PROJECTION: FLUSH
 DM4374_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DM4374_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DM4374_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DM4374+SATELLITE: SATELLITE OBSERVATIONS - May 19, 2021
 DM4374_ROD/PIPE-DEPTH: 6.1 meters
 DM4374
 DM4374  HISTORY     - Date     Condition        Report By
 DM4374  HISTORY     - 20060926 MONUMENTED       MNDT
 DM4374  HISTORY     - 20131009 GOOD             MNDT
 DM4374  HISTORY     - 20210519 GOOD             MNDT
 DM4374
 DM4374                          STATION DESCRIPTION
 DM4374
 DM4374'DESCRIBED BY MN DEPT OF TRANSP 2006
 DM4374'THE STATION IS LOCATED ABOUT 7.1 MI (11.4 KM) NORTH-NORTHWEST OF
 DM4374'WATSON, 4.0 MI (6.4 KM) SOUTHWEST OF BIG BEND CITY AND 3.7 MI (6.0 KM)
 DM4374'EAST OF MILAN.
 DM4374'
 DM4374'TO REACH TO THE MARK GO 3.40 MI (5.5 KM) EAST ALONG TRUNK HIGHWAY 40
 DM4374'FROM THE JUNCTION OF TRUNK HIGHWAY 40 AND TRUNK HIGHWAY 7/59 IN MILAN,
 DM4374'AT TRUNK HIGHWAY 40 MILE POINT 35.80, 77.0 FT (23.5 M) NORTH OF TRUNK
 DM4374'HIGHWAY 40, 39.0 FT (11.9 M) WEST OF 120TH AVENUE NORTHWEST, 11.0 FT
 DM4374'(3.4 M) NORTHWEST OF CABLE BOX NUMBER B24, 1.0 FT (0.3 M) SOUTH OF A
 DM4374'WITNESS POST.
 DM4374
 DM4374                          STATION RECOVERY (2013)
 DM4374
 DM4374'RECOVERY NOTE BY MN DEPT OF TRANSP 2013 (MXS)
 DM4374'3.5 MILES EAST OF MILAN, 3.4 MILES EAST ALONG TRUNK HIGHWAY 40 FROM
 DM4374'JUNCTION OF TRUNK HIGHWAY 40 AND TRUNK HIGHWAY 7 IN MILAN, AT TRUNK
 DM4374'HIGHWAY 40 MILEPOINT 35.80, 77.0 FEET NORTH OF TRUNK HIGHWAY 40, 39.0
 DM4374'FEET WEST OF 120TH AVENUE NORTHWEST, 11.0 FEET NORTHWEST OF CABLE BOX
 DM4374'NUMBER B24, 1.0 FOOT SOUTH OF WITNESS POST.
 DM4374
 DM4374                          STATION RECOVERY (2021)
 DM4374
 DM4374'RECOVERY NOTE BY MN DEPT OF TRANSP 2021 (TJD)
 DM4374'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DM4371 ***********************************************************************
 DM4371  DESIGNATION -  1209 P
 DM4371  PID         -  DM4371
 DM4371  STATE/COUNTY-  MN/CHIPPEWA
 DM4371  COUNTRY     -  US
 DM4371  USGS QUAD   -  WATSON (2019)
 DM4371
 DM4371                         *CURRENT SURVEY CONTROL
 DM4371  ______________________________________________________________________
 DM4371* NAD 83(2011) POSITION- 45 06 30.98586(N) 095 45 22.49345(W)   ADJUSTED
 DM4371* NAD 83(2011) ELLIP HT-   287.825 (meters)        (01/15/14)   ADJUSTED
 DM4371* NAD 83(2011) EPOCH   -  2010.00
 DM4371* NAVD 88 ORTHO HEIGHT -   314.154 (meters)     1030.69  (feet) ADJUSTED
 DM4371  ______________________________________________________________________
 DM4371  GEOID HEIGHT    -        -26.324 (meters)                     GEOID18
 DM4371  NAD 83(2011) X  -   -452,262.408 (meters)                     COMP
 DM4371  NAD 83(2011) Y  - -4,486,513.768 (meters)                     COMP
 DM4371  NAD 83(2011) Z  -  4,496,078.878 (meters)                     COMP
 DM4371  LAPLACE CORR    -         -1.25  (seconds)                    DEFLEC18
 DM4371  DYNAMIC HEIGHT  -        314.133 (meters)     1030.62  (feet) COMP
 DM4371  MODELED GRAVITY -    980,540.2   (mgal)                       NAVD 88
 DM4371
 DM4371  VERT ORDER      -  SECOND    CLASS I
 DM4371
 DM4371  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DM4371  Standards:
 DM4371         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DM4371            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DM4371  -------------------------------------------------------------------
 DM4371  NETWORK    0.72   1.14           0.30   0.29   0.58      0.00918516
 DM4371  -------------------------------------------------------------------
 DM4371  Click here for local accuracies and other accuracy information.
 DM4371
 DM4371.The horizontal coordinates were established by GPS observations
 DM4371.and adjusted by the MN DEPT OF TRANSP in January 2014.
 DM4371
 DM4371.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DM4371.been affixed to the stable North American tectonic plate. See 
 DM4371.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DM4371
 DM4371.The horizontal coordinates are valid at the epoch date displayed above
 DM4371.which is a decimal equivalence of Year/Month/Day.
 DM4371
 DM4371.The orthometric height was determined by differential leveling and
 DM4371.adjusted by the NATIONAL GEODETIC SURVEY
 DM4371.in November 2011.
 DM4371
 DM4371.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM4371.GEOID18 height accuracy estimate available here.
 DM4371
 DM4371.Click photographs - Photos may exist for this station.
 DM4371
 DM4371.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DM4371
 DM4371.The Laplace correction was computed from DEFLEC18 derived deflections.
 DM4371
 DM4371.The ellipsoidal height was determined by GPS observations
 DM4371.and is referenced to NAD 83.
 DM4371
 DM4371.The dynamic height is computed by dividing the NAVD 88
 DM4371.geopotential number by the normal gravity value computed on the
 DM4371.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM4371.degrees latitude (g = 980.6199 gals.).
 DM4371
 DM4371.The modeled gravity was interpolated from observed gravity values.
 DM4371
 DM4371. The following values were computed from the NAD 83(2011) position.
 DM4371
 DM4371;                    North         East     Units Scale Factor Converg.
 DM4371;SPC MN S     -   335,780.887   661,800.892   MT  0.99997818   -1 13 51.6
 DM4371;SPC MN S     - 1,101,641.13  2,171,258.43   sFT  0.99997818   -1 13 51.6
 DM4371;UTM  15      - 4,998,711.524   283,176.479   MT  1.00017810   -1 57 12.3
 DM4371
 DM4371!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DM4371!SPC MN S     -   0.99995488  x   0.99997818  =   0.99993306
 DM4371!UTM  15      -   0.99995488  x   1.00017810  =   1.00013297
 DM4371
 DM4371_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTK8317698711(NAD 83)
 DM4371
 DM4371                          SUPERSEDED SURVEY CONTROL
 DM4371
 DM4371  NAVD 88 (02/23/11)  314.161  (m)         1030.71   (f) SUPERSEDED  2 1
 DM4371
 DM4371.Superseded values are not recommended for survey control.
 DM4371
 DM4371.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DM4371.See file dsdata.pdf to determine how the superseded data were derived.
 DM4371
 DM4371_MARKER: DD = SURVEY DISK
 DM4371_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DM4371_STAMPING: 1209 P 2006
 DM4371_MARK LOGO: MNDT
 DM4371_PROJECTION: FLUSH
 DM4371_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DM4371_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DM4371_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DM4371+SATELLITE: SATELLITE OBSERVATIONS - May 19, 2021
 DM4371_ROD/PIPE-DEPTH: 6.1 meters
 DM4371
 DM4371  HISTORY     - Date     Condition        Report By
 DM4371  HISTORY     - 20060926 MONUMENTED       MNDT
 DM4371  HISTORY     - 20131003 GOOD             MNDT
 DM4371  HISTORY     - 20210519 GOOD             MNDT
 DM4371
 DM4371                          STATION DESCRIPTION
 DM4371
 DM4371'DESCRIBED BY MN DEPT OF TRANSP 2006
 DM4371'THE STATION IS LOCATED ABOUT 7.7 MI (12.4 KM) EAST OF MILAN, 7.2 MI
 DM4371'(11.6 KM) NORTH-NORTHEAST OF WATSON AND 2.5 MI (4.0 KM)
 DM4371'SOUTH-SOUTHEAST OF BIG BEND CITY.
 DM4371'
 DM4371'TO REACH TO THE MARK GO 7.50 MI (12.1 KM) EAST ALONG TRUNK HIGHWAY 40
 DM4371'FROM THE JUNCTION OF TRUNK HIGHWAY 40 AND TRUNK HIGHWAY 7/59 IN MILAN,
 DM4371'AT TRUNK HIGHWAY 40 MILE POINT 39.85, 60.0 FT (18.3 M) NORTH OF TRUNK
 DM4371'HIGHWAY 40, 44.0 FT (13.4 M) WEST OF 80TH AVENUE NORTHWEST, 9.0 FT
 DM4371'(2.7 M) WEST-SOUTHWEST OF CABLE BOX NUMBER C15, 1.0 FT (0.3 M) SOUTH
 DM4371'OF A WITNESS POST.
 DM4371
 DM4371                          STATION RECOVERY (2013)
 DM4371
 DM4371'RECOVERY NOTE BY MN DEPT OF TRANSP 2013 (MXS)
 DM4371'7.5 MILES EAST OF MILAN, 7.5 MILES EAST ALONG TRUNK HIGHWAY 40 FROM
 DM4371'JUNCTION OF TRUNK HIGHWAY 40 AND TRUNK HIGHWAY 7 IN MILAN, AT TRUNK
 DM4371'HIGHWAY 40 MILEPOINT 39.85, 60.0 FEET NORTH OF TRUNK HIGHWAY 40, 44.0
 DM4371'FEET WEST OF 80TH AVENUE NORTHWEST, 9.0 FEET WEST-SOUTHWEST OF CABLE
 DM4371'BOX NUMBER C15, 1.0 FOOT SOUTH OF WITNESS POST.
 DM4371
 DM4371                          STATION RECOVERY (2021)
 DM4371
 DM4371'RECOVERY NOTE BY MN DEPT OF TRANSP 2021 (TJD)
 DM4371'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DK3018 ***********************************************************************
 DK3018  DESIGNATION -  1209 Q
 DK3018  PID         -  DK3018
 DK3018  STATE/COUNTY-  MN/CHIPPEWA
 DK3018  COUNTRY     -  US
 DK3018  USGS QUAD   -  MILAN (2019)
 DK3018
 DK3018                         *CURRENT SURVEY CONTROL
 DK3018  ______________________________________________________________________
 DK3018* NAD 83(2011) POSITION- 45 06 30.78677(N) 095 57 23.17810(W)   ADJUSTED
 DK3018* NAD 83(2011) ELLIP HT-   283.853 (meters)        (06/27/12)   ADJUSTED
 DK3018* NAD 83(2011) EPOCH   -  2010.00
 DK3018* NAVD 88 ORTHO HEIGHT -   310.108 (meters)     1017.41  (feet) ADJUSTED
 DK3018  ______________________________________________________________________
 DK3018  GEOID HEIGHT    -        -26.257 (meters)                     GEOID18
 DK3018  NAD 83(2011) X  -   -467,935.556 (meters)                     COMP
 DK3018  NAD 83(2011) Y  - -4,484,907.734 (meters)                     COMP
 DK3018  NAD 83(2011) Z  -  4,496,071.726 (meters)                     COMP
 DK3018  LAPLACE CORR    -         -0.41  (seconds)                    DEFLEC18
 DK3018  DYNAMIC HEIGHT  -        310.084 (meters)     1017.33  (feet) COMP
 DK3018  MODELED GRAVITY -    980,532.1   (mgal)                       NAVD 88
 DK3018
 DK3018  VERT ORDER      -  SECOND    CLASS I
 DK3018
 DK3018  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DK3018  Standards:
 DK3018         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DK3018            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DK3018  -------------------------------------------------------------------
 DK3018  NETWORK    0.61   0.51           0.27   0.22   0.26     -0.04331352
 DK3018  -------------------------------------------------------------------
 DK3018  Click here for local accuracies and other accuracy information.
 DK3018
 DK3018.The horizontal coordinates were established by GPS observations
 DK3018.and adjusted by the National Geodetic Survey in June 2012.
 DK3018
 DK3018.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DK3018.been affixed to the stable North American tectonic plate. See 
 DK3018.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DK3018
 DK3018.The horizontal coordinates are valid at the epoch date displayed above
 DK3018.which is a decimal equivalence of Year/Month/Day.
 DK3018
 DK3018.The orthometric height was determined by differential leveling and
 DK3018.adjusted by the NATIONAL GEODETIC SURVEY
 DK3018.in February 2011.
 DK3018
 DK3018.Significant digits in the geoid height do not necessarily reflect accuracy.
 DK3018.GEOID18 height accuracy estimate available here.
 DK3018
 DK3018.Click photographs - Photos may exist for this station.
 DK3018
 DK3018.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DK3018
 DK3018.The Laplace correction was computed from DEFLEC18 derived deflections.
 DK3018
 DK3018.The ellipsoidal height was determined by GPS observations
 DK3018.and is referenced to NAD 83.
 DK3018
 DK3018.The dynamic height is computed by dividing the NAVD 88
 DK3018.geopotential number by the normal gravity value computed on the
 DK3018.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK3018.degrees latitude (g = 980.6199 gals.).
 DK3018
 DK3018.The modeled gravity was interpolated from observed gravity values.
 DK3018
 DK3018. The following values were computed from the NAD 83(2011) position.
 DK3018
 DK3018;                    North         East     Units Scale Factor Converg.
 DK3018;SPC MN S     -   336,132.483   646,050.641   MT  0.99997817   -1 22 16.8
 DK3018;SPC MN S     - 1,102,794.65  2,119,584.48   sFT  0.99997817   -1 22 16.8
 DK3018;UTM  15      - 4,999,262.036   267,428.096   MT  1.00026513   -2 05 43.5
 DK3018;UTM  14      - 4,999,516.500   739,425.547   MT  1.00030492   +2 09 26.0
 DK3018
 DK3018!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DK3018!SPC MN S     -   0.99995550  x   0.99997817  =   0.99993367
 DK3018!UTM  15      -   0.99995550  x   1.00026513  =   1.00022062
 DK3018!UTM  14      -   0.99995550  x   1.00030492  =   1.00026040
 DK3018
 DK3018_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTK6742899262(NAD 83)
 DK3018
 DK3018                          SUPERSEDED SURVEY CONTROL
 DK3018
 DK3018  NAD 83(2007)-  45 06 30.78672(N)    095 57 23.17890(W) AD(2002.00) 1
 DK3018  ELLIP H (07/23/09)  283.897  (m)                       GP(2002.00) 4 1
 DK3018  NAD 83(1996)-  45 06 30.78646(N)    095 57 23.17864(W) AD(       ) 1
 DK3018  ELLIP H (01/10/08)  283.888  (m)                       GP(       ) 4 1
 DK3018  NAVD 88             310.11   (m)         1017.4    (f) LEVELING    3  
 DK3018
 DK3018.Superseded values are not recommended for survey control.
 DK3018
 DK3018.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK3018.See file dsdata.pdf to determine how the superseded data were derived.
 DK3018
 DK3018_MARKER: DD = SURVEY DISK
 DK3018_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DK3018_STAMPING: 1209 Q 2006
 DK3018_MARK LOGO: MNDT
 DK3018_PROJECTION: FLUSH
 DK3018_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DK3018_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DK3018_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DK3018+SATELLITE: SATELLITE OBSERVATIONS - November 05, 2019
 DK3018_ROD/PIPE-DEPTH: 6.1 meters
 DK3018
 DK3018  HISTORY     - Date     Condition        Report By
 DK3018  HISTORY     - 20060926 MONUMENTED       MNDT
 DK3018  HISTORY     - 20060812 GOOD             MNDT
 DK3018  HISTORY     - 20130717 GOOD             MNDT
 DK3018  HISTORY     - 20160405 GOOD             MNDT
 DK3018  HISTORY     - 20191105 GOOD             MNDT
 DK3018
 DK3018                          STATION DESCRIPTION
 DK3018
 DK3018'DESCRIBED BY MN DEPT OF TRANSP 2006
 DK3018'2.5 MILES WEST OF MILAN, 2.60 MILES WEST ALONG TRUNK HIGHWAY 40 FROM
 DK3018'JUNCTION OF TRUNK HIGHWAY 40 AND TRUNK HIGHWAY 7 IN MILAN, AT TRUNK
 DK3018'HIGHWAY 40 MILEPOINT 30, 70.6 FEET SOUTH OF TRUNK HIGHWAY 40, 38.0
 DK3018'FEET WEST OF FIELD ENTRANCE, 1.0 FEET NORTH OF WITNESS POST.
 DK3018
 DK3018                          STATION RECOVERY (2006)
 DK3018
 DK3018'RECOVERY NOTE BY MN DEPT OF TRANSP 2006 (WAS)
 DK3018'RECOVERED AS DESCRIBED.
 DK3018
 DK3018                          STATION RECOVERY (2013)
 DK3018
 DK3018'RECOVERY NOTE BY MN DEPT OF TRANSP 2013 (DAS)
 DK3018'2.5 MI (4.0 KM) WEST OF MILAN, 2.6 MI (4.2 KM) WEST ALONG TRUNK
 DK3018'HIGHWAY 40  FROM THE JUNCTION OF TRUNK HIGHWAY 40 AND TRUNK HIGHWAY 7
 DK3018'IN MILAN, AT TRUNK HIGHWAY 40 MILE POINT 30, 70.6 FT (21.5 M) SOUTH OF
 DK3018'TRUNK HIGHWAY 40, 38.0 FT (11.6 M) WEST OF A FIELD ENTRANCE, 1.0 FT
 DK3018'(0.3 M) NORTH OF A WITNESS POST.
 DK3018
 DK3018                          STATION RECOVERY (2016)
 DK3018
 DK3018'RECOVERY NOTE BY MN DEPT OF TRANSP 2016 (SVS)
 DK3018'2.5 MI (4.0 KM) WEST OF MILAN, 2.6 MI (4.2 KM) WEST ALONG TRUNK
 DK3018'HIGHWAY 40  FROM THE JUNCTION OF TRUNK HIGHWAY 40 AND TRUNK HIGHWAY 7
 DK3018'IN MILAN, AT TRUNK HIGHWAY 40 MILEPOST 30, 70.6 FT (21.5 M) SOUTH OF
 DK3018'TRUNK HIGHWAY 40, 38.0 FT (11.6 M) WEST OF A FIELD ENTRANCE, 1.0 FT
 DK3018'(0.3 M) NORTH OF A WITNESS POST.
 DK3018
 DK3018                          STATION RECOVERY (2019)
 DK3018
 DK3018'RECOVERY NOTE BY MN DEPT OF TRANSP 2019 (KMS)
 DK3018'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DK3020 ***********************************************************************
 DK3020  DESIGNATION -  1209 S
 DK3020  PID         -  DK3020
 DK3020  STATE/COUNTY-  MN/CHIPPEWA
 DK3020  COUNTRY     -  US
 DK3020  USGS QUAD   -  MILAN (2019)
 DK3020
 DK3020                         *CURRENT SURVEY CONTROL
 DK3020  ______________________________________________________________________
 DK3020* NAD 83(2011) POSITION- 45 06 30.53740(N) 095 55 08.91533(W)   ADJUSTED
 DK3020* NAD 83(2011) ELLIP HT-   286.224 (meters)        (07/10/25)   ADJUSTED
 DK3020* NAD 83(2011) EPOCH   -  2010.00
 DK3020* NAVD 88 ORTHO HEIGHT -   312.483 (meters)     1025.20  (feet) ADJUSTED
 DK3020  ______________________________________________________________________
 DK3020  GEOID HEIGHT    -        -26.264 (meters)                     GEOID18
 DK3020  NAD 83(2011) X  -   -465,016.856 (meters)                     COMP
 DK3020  NAD 83(2011) Y  - -4,485,218.464 (meters)                     COMP
 DK3020  NAD 83(2011) Z  -  4,496,067.972 (meters)                     COMP
 DK3020  LAPLACE CORR    -         -0.70  (seconds)                    DEFLEC18
 DK3020  DYNAMIC HEIGHT  -        312.460 (meters)     1025.13  (feet) COMP
 DK3020  MODELED GRAVITY -    980,533.3   (mgal)                       NAVD 88
 DK3020
 DK3020  VERT ORDER      -  SECOND    CLASS I
 DK3020
 DK3020  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DK3020  Standards:
 DK3020         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DK3020            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DK3020  -------------------------------------------------------------------
 DK3020  NETWORK    0.56   0.71           0.26   0.19   0.36      0.03212293
 DK3020  -------------------------------------------------------------------
 DK3020  Click here for local accuracies and other accuracy information.
 DK3020
 DK3020.The horizontal coordinates were established by GPS observations
 DK3020.and adjusted by the MN DEPT OF TRANSP in July 2025.
 DK3020
 DK3020.Refers to NAD 83 (2011) epoch 2010.00 coordinates where the reference 
 DK3020.frame has been affixed to the stable North American tectonic plate 
 DK3020
 DK3020.The horizontal coordinates are valid at the epoch date displayed above
 DK3020.which is a decimal equivalence of Year/Month/Day.
 DK3020
 DK3020.The orthometric height was determined by differential leveling and
 DK3020.adjusted by the NATIONAL GEODETIC SURVEY
 DK3020.in February 2011.
 DK3020
 DK3020.Significant digits in the geoid height do not necessarily reflect accuracy.
 DK3020.GEOID18 height accuracy estimate available here.
 DK3020
 DK3020.Click photographs - Photos may exist for this station.
 DK3020
 DK3020.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DK3020
 DK3020.The Laplace correction was computed from DEFLEC18 derived deflections.
 DK3020
 DK3020.The ellipsoidal height was determined by GPS observations
 DK3020.and is referenced to NAD 83.
 DK3020
 DK3020.The dynamic height is computed by dividing the NAVD 88
 DK3020.geopotential number by the normal gravity value computed on the
 DK3020.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK3020.degrees latitude (g = 980.6199 gals.).
 DK3020
 DK3020.The modeled gravity was interpolated from observed gravity values.
 DK3020
 DK3020. The following values were computed from the NAD 83(2011) position.
 DK3020
 DK3020;                    North         East     Units Scale Factor Converg.
 DK3020;SPC MN S     -   336,055.216   648,984.623   MT  0.99997816   -1 20 42.7
 DK3020;SPC MN S     - 1,102,541.15  2,129,210.38   sFT  0.99997816   -1 20 42.7
 DK3020;UTM  15      - 4,999,147.675   270,361.685   MT  1.00024846   -2 04 08.2
 DK3020;UTM  14      - 4,999,619.997   742,359.706   MT  1.00032230   +2 11 01.2
 DK3020
 DK3020!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DK3020!SPC MN S     -   0.99995513  x   0.99997816  =   0.99993329
 DK3020!UTM  15      -   0.99995513  x   1.00024846  =   1.00020358
 DK3020!UTM  14      -   0.99995513  x   1.00032230  =   1.00027741
 DK3020
 DK3020_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTK7036199147(NAD 83)
 DK3020
 DK3020                          SUPERSEDED SURVEY CONTROL
 DK3020
 DK3020  NAD 83(2011)-  45 06 30.53707(N)    095 55 08.91598(W) AD(2010.00) 0
 DK3020  ELLIP H (06/27/12)  286.221  (m)                       GP(2010.00)    
 DK3020  NAD 83(2007)-  45 06 30.53706(N)    095 55 08.91670(W) AD(2002.00) 1
 DK3020  ELLIP H (07/23/09)  286.261  (m)                       GP(2002.00) 4 1
 DK3020  NAD 83(1996)-  45 06 30.53680(N)    095 55 08.91643(W) AD(       ) 1
 DK3020  ELLIP H (01/10/08)  286.252  (m)                       GP(       ) 4 1
 DK3020  NAVD 88             312.48   (m)         1025.2    (f) LEVELING    3  
 DK3020
 DK3020.Superseded values are not recommended for survey control.
 DK3020
 DK3020.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK3020.See file dsdata.pdf to determine how the superseded data were derived.
 DK3020
 DK3020_MARKER: DD = SURVEY DISK
 DK3020_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DK3020_STAMPING: 1209 S 2006
 DK3020_MARK LOGO: MNDT
 DK3020_PROJECTION: FLUSH
 DK3020_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DK3020_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DK3020_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DK3020+SATELLITE: SATELLITE OBSERVATIONS - April 24, 2025
 DK3020_ROD/PIPE-DEPTH: 9.1 meters
 DK3020
 DK3020  HISTORY     - Date     Condition        Report By
 DK3020  HISTORY     - 20060926 MONUMENTED       MNDT
 DK3020  HISTORY     - 20060812 GOOD             MNDT
 DK3020  HISTORY     - 20110510 GOOD             MNDT
 DK3020  HISTORY     - 20120410 GOOD             MNDT
 DK3020  HISTORY     - 20160404 GOOD             MNDT
 DK3020  HISTORY     - 20250424 GOOD             MNDT
 DK3020
 DK3020                          STATION DESCRIPTION
 DK3020
 DK3020'DESCRIBED BY MN DEPT OF TRANSP 2006
 DK3020'0.5 MILES WEST OF MILAN, 0.60 MILES WEST ALONG TRUNK HIGHWAY 40 FROM
 DK3020'JUNCTION OF TRUNK HIGHWAY 40 AND TRUNK HIGHWAY 7 IN MILAN, AT TRUNK
 DK3020'HIGHWAY 40 MILEPOINT 31.80, 69.0 FEET SOUTH OF TRUNK HIGHWAY 40, 16.0
 DK3020'FEET EAST-NORTHEAST OF POWER POLE WITH GUY WIRE, 1.0 FEET NORTH OF
 DK3020'WITNESS POST.
 DK3020
 DK3020                          STATION RECOVERY (2006)
 DK3020
 DK3020'RECOVERY NOTE BY MN DEPT OF TRANSP 2006 (WAS)
 DK3020'RECOVERED AS DESCRIBED.
 DK3020
 DK3020                          STATION RECOVERY (2011)
 DK3020
 DK3020'RECOVERY NOTE BY MN DEPT OF TRANSP 2011 (MAS)
 DK3020'RECOVERED AS DESCRIBED.
 DK3020
 DK3020                          STATION RECOVERY (2012)
 DK3020
 DK3020'RECOVERY NOTE BY MN DEPT OF TRANSP 2012 (MPP)
 DK3020'0.5 MILE WEST OF MILAN, 0.6 MILE WEST ALONG TRUNK HIGHWAY 40 FROM
 DK3020'JUNCTION OF TRUNK HIGHWAY 40 AND TRUNK HIGHWAY 7 IN MILAN, AT TRUNK
 DK3020'HIGHWAY 40 MILEPOINT 31.80, 69.0 FEET SOUTH OF TRUNK HIGHWAY 40, 16.0
 DK3020'FEET EAST-NORTHEAST OF POWER POLE WITH GUY WIRE, 1.0 FOOT NORTH OF
 DK3020'WITNESS POST.
 DK3020
 DK3020                          STATION RECOVERY (2016)
 DK3020
 DK3020'RECOVERY NOTE BY MN DEPT OF TRANSP 2016 (SVS)
 DK3020'RECOVERED AS DESCRIBED.
 DK3020
 DK3020                          STATION RECOVERY (2025)
 DK3020
 DK3020'RECOVERY NOTE BY MN DEPT OF TRANSP 2025 (KMS)
 DK3020'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DP1258 ***********************************************************************
 DP1258  HT_MOD      -  This is a Height Modernization Survey Station.
 DP1258  DESIGNATION -  1209 T
 DP1258  PID         -  DP1258
 DP1258  STATE/COUNTY-  MN/CHIPPEWA
 DP1258  COUNTRY     -  US
 DP1258  USGS QUAD   -  WATSON (2019)
 DP1258
 DP1258                         *CURRENT SURVEY CONTROL
 DP1258  ______________________________________________________________________
 DP1258* NAD 83(2011) POSITION- 45 06 30.13813(N) 095 47 48.34461(W)   ADJUSTED
 DP1258* NAD 83(2011) ELLIP HT-   274.169 (meters)        (01/15/14)   ADJUSTED
 DP1258* NAD 83(2011) EPOCH   -  2010.00
 DP1258* NAVD 88 ORTHO HEIGHT -   300.48  (meters)      985.8   (feet) GPS OBS
 DP1258  ______________________________________________________________________
 DP1258  NAVD 88 orthometric height was determined with geoid model    GEOID12A
 DP1258  GEOID HEIGHT    -        -26.305 (meters)                     GEOID12A
 DP1258  GEOID HEIGHT    -        -26.306 (meters)                     GEOID18
 DP1258  NAD 83(2011) X  -   -455,435.636 (meters)                     COMP
 DP1258  NAD 83(2011) Y  - -4,486,201.706 (meters)                     COMP
 DP1258  NAD 83(2011) Z  -  4,496,050.733 (meters)                     COMP
 DP1258  LAPLACE CORR    -         -1.21  (seconds)                    DEFLEC18
 DP1258
 DP1258  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DP1258  Standards:
 DP1258         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DP1258            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DP1258  -------------------------------------------------------------------
 DP1258  NETWORK    0.80   0.94           0.34   0.31   0.48     -0.18463054
 DP1258  -------------------------------------------------------------------
 DP1258  Click here for local accuracies and other accuracy information.
 DP1258
 DP1258.The horizontal coordinates were established by GPS observations
 DP1258.and adjusted by the MN DEPT OF TRANSP in January 2014.
 DP1258
 DP1258.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DP1258.been affixed to the stable North American tectonic plate. See 
 DP1258.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DP1258
 DP1258.The horizontal coordinates are valid at the epoch date displayed above
 DP1258.which is a decimal equivalence of Year/Month/Day.
 DP1258
 DP1258.The orthometric height was determined by GPS observations and a
 DP1258.high-resolution geoid model using precise GPS observation and
 DP1258.processing techniques.
 DP1258
 DP1258.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP1258.GEOID18 height accuracy estimate available here.
 DP1258
 DP1258.Click photographs - Photos may exist for this station.
 DP1258
 DP1258.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DP1258
 DP1258.The Laplace correction was computed from DEFLEC18 derived deflections.
 DP1258
 DP1258.The ellipsoidal height was determined by GPS observations
 DP1258.and is referenced to NAD 83.
 DP1258
 DP1258. The following values were computed from the NAD 83(2011) position.
 DP1258
 DP1258;                    North         East     Units Scale Factor Converg.
 DP1258;SPC MN S     -   335,824.010   658,612.763   MT  0.99997814   -1 15 33.8
 DP1258;SPC MN S     - 1,101,782.61  2,160,798.71   sFT  0.99997814   -1 15 33.8
 DP1258;UTM  15      - 4,998,794.866   279,988.482   MT  1.00019522   -1 58 55.7
 DP1258
 DP1258!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DP1258!SPC MN S     -   0.99995702  x   0.99997814  =   0.99993516
 DP1258!UTM  15      -   0.99995702  x   1.00019522  =   1.00015223
 DP1258
 DP1258_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTK7998898794(NAD 83)
 DP1258
 DP1258                          SUPERSEDED SURVEY CONTROL
 DP1258
 DP1258.No superseded survey control is available for this station.
 DP1258
 DP1258_MARKER: I = METAL ROD
 DP1258_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DP1258_STAMPING: 1209 T 2013
 DP1258_MARK LOGO: MNDT
 DP1258_PROJECTION: RECESSED 5 CENTIMETERS
 DP1258_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DP1258_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DP1258_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP1258+SATELLITE: SATELLITE OBSERVATIONS - May 19, 2021
 DP1258_ROD/PIPE-DEPTH: 9.4 meters
 DP1258
 DP1258  HISTORY     - Date     Condition        Report By
 DP1258  HISTORY     - 20130731 MONUMENTED       MNDT
 DP1258  HISTORY     - 20210519 GOOD             MNDT
 DP1258
 DP1258                          STATION DESCRIPTION
 DP1258
 DP1258'DESCRIBED BY MN DEPT OF TRANSP 2013
 DP1258'6.0 MILES EAST OF MILAN, 5.4 MILES EAST ALONG TRUNK HIGHWAY 40 FROM
 DP1258'THE JUNCTION OF TRUNK HIGHWAY 40 AND TRUNK HIGHWAY 7 AND TRUNK HIGHWAY
 DP1258'59 IN MILAN, AT TRUNK HIGHWAY 40 MILE POST 37.8, 95.3 FEET SOUTH OF
 DP1258'TRUNK HIGHWAY 40, 17.2 FEET EAST OF EXTENDED 100TH AVENUE NORTHWEST,
 DP1258'31.9 FEET EAST OF ENTRANCE TO PUBLIC WATER ACCESS, 1.5 FEET NORTH OF
 DP1258'WITNESS POST.
 DP1258
 DP1258                          STATION RECOVERY (2021)
 DP1258
 DP1258'RECOVERY NOTE BY MN DEPT OF TRANSP 2021 (TJD)
 DP1258'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DP1259 ***********************************************************************
 DP1259  HT_MOD      -  This is a Height Modernization Survey Station.
 DP1259  DESIGNATION -  1210 E
 DP1259  PID         -  DP1259
 DP1259  STATE/COUNTY-  MN/CHIPPEWA
 DP1259  COUNTRY     -  US
 DP1259  USGS QUAD   -  KERKHOVEN SW (2019)
 DP1259
 DP1259                         *CURRENT SURVEY CONTROL
 DP1259  ______________________________________________________________________
 DP1259* NAD 83(2011) POSITION- 45 06 29.14383(N) 095 28 22.27103(W)   ADJUSTED
 DP1259* NAD 83(2011) ELLIP HT-   292.577 (meters)        (01/15/14)   ADJUSTED
 DP1259* NAD 83(2011) EPOCH   -  2010.00
 DP1259* NAVD 88 ORTHO HEIGHT -   319.08  (meters)     1046.8   (feet) GPS OBS
 DP1259  ______________________________________________________________________
 DP1259  NAVD 88 orthometric height was determined with geoid model    GEOID12A
 DP1259  GEOID HEIGHT    -        -26.496 (meters)                     GEOID12A
 DP1259  GEOID HEIGHT    -        -26.497 (meters)                     GEOID18
 DP1259  NAD 83(2011) X  -   -430,070.033 (meters)                     COMP
 DP1259  NAD 83(2011) Y  - -4,488,739.291 (meters)                     COMP
 DP1259  NAD 83(2011) Z  -  4,496,042.109 (meters)                     COMP
 DP1259  LAPLACE CORR    -         -1.48  (seconds)                    DEFLEC18
 DP1259
 DP1259  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DP1259  Standards:
 DP1259         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DP1259            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DP1259  -------------------------------------------------------------------
 DP1259  NETWORK    0.60   0.69           0.28   0.19   0.35      0.04789239
 DP1259  -------------------------------------------------------------------
 DP1259  Click here for local accuracies and other accuracy information.
 DP1259
 DP1259.The horizontal coordinates were established by GPS observations
 DP1259.and adjusted by the MN DEPT OF TRANSP in January 2014.
 DP1259
 DP1259.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DP1259.been affixed to the stable North American tectonic plate. See 
 DP1259.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DP1259
 DP1259.The horizontal coordinates are valid at the epoch date displayed above
 DP1259.which is a decimal equivalence of Year/Month/Day.
 DP1259
 DP1259.The orthometric height was determined by GPS observations and a
 DP1259.high-resolution geoid model using precise GPS observation and
 DP1259.processing techniques.
 DP1259
 DP1259.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP1259.GEOID18 height accuracy estimate available here.
 DP1259
 DP1259.Click photographs - Photos may exist for this station.
 DP1259
 DP1259.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DP1259
 DP1259.The Laplace correction was computed from DEFLEC18 derived deflections.
 DP1259
 DP1259.The ellipsoidal height was determined by GPS observations
 DP1259.and is referenced to NAD 83.
 DP1259
 DP1259. The following values were computed from the NAD 83(2011) position.
 DP1259
 DP1259;                    North         East     Units Scale Factor Converg.
 DP1259;SPC MN S     -   335,283.560   684,097.574   MT  0.99997809   -1 01 56.5
 DP1259;SPC MN S     - 1,100,009.48  2,244,410.12   sFT  0.99997809   -1 01 56.5
 DP1259;UTM  15      - 4,997,933.468   305,468.311   MT  1.00006533   -1 45 08.7
 DP1259
 DP1259!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DP1259!SPC MN S     -   0.99995413  x   0.99997809  =   0.99993222
 DP1259!UTM  15      -   0.99995413  x   1.00006533  =   1.00001946
 DP1259
 DP1259_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUK0546897933(NAD 83)
 DP1259
 DP1259                          SUPERSEDED SURVEY CONTROL
 DP1259
 DP1259.No superseded survey control is available for this station.
 DP1259
 DP1259_MARKER: I = METAL ROD
 DP1259_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DP1259_STAMPING: 1210 E 2013
 DP1259_MARK LOGO: MNDT
 DP1259_PROJECTION: FLUSH
 DP1259_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DP1259_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DP1259_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP1259+SATELLITE: SATELLITE OBSERVATIONS - May 19, 2021
 DP1259_ROD/PIPE-DEPTH: 7.3 meters
 DP1259
 DP1259  HISTORY     - Date     Condition        Report By
 DP1259  HISTORY     - 20130801 MONUMENTED       MNDT
 DP1259  HISTORY     - 20210519 GOOD             MNDT
 DP1259
 DP1259                          STATION DESCRIPTION
 DP1259
 DP1259'DESCRIBED BY MN DEPT OF TRANSP 2013
 DP1259'8.4 NORTH OF GLUEK, AT THE JUNCTION OF TRUNK HIGHWAY 40 AND TRUNK
 DP1259'HIGHWAY 277 AND COUNTY ROAD 4, AT TRUNK HIGHWAY 40 MILE POST 63.7,
 DP1259'71.9 FEET SOUTH OF TRUNK HIGHWAY 40, 114.5 FEET WEST OF TRUNK HIGHWAY
 DP1259'277.
 DP1259
 DP1259                          STATION RECOVERY (2021)
 DP1259
 DP1259'RECOVERY NOTE BY MN DEPT OF TRANSP 2021 (TJD)
 DP1259'8.4 MI (13.5 KM) NORTH OF GLUEK, AT THE JUNCTION OF TRUNK HIGHWAY 40
 DP1259'AND TRUNK HIGHWAY 277 AND COUNTY ROAD 4, AT TRUNK HIGHWAY 40 MILEPOST
 DP1259'63.7, 71.9 FT (21.9 M) SOUTH OF TRUNK HIGHWAY 40, 114.5 FT (34.9 M)
 DP1259'WEST OF TRUNK HIGHWAY 277, 1.5 FT (0.5 M) WEST OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DM4332 ***********************************************************************
 DM4332  DESIGNATION -  1210 F
 DM4332  PID         -  DM4332
 DM4332  STATE/COUNTY-  MN/CHIPPEWA
 DM4332  COUNTRY     -  US
 DM4332  USGS QUAD   -  KERKHOVEN SE (2019)
 DM4332
 DM4332                         *CURRENT SURVEY CONTROL
 DM4332  ______________________________________________________________________
 DM4332* NAD 83(1986) POSITION- 45 06 31.84   (N) 095 18 31.92   (W)   HD_HELD1
 DM4332* NAVD 88 ORTHO HEIGHT -   328.876 (meters)     1078.99  (feet) ADJUSTED
 DM4332  ______________________________________________________________________
 DM4332  GEOID HEIGHT    -        -26.602 (meters)                     GEOID18
 DM4332  DYNAMIC HEIGHT  -        328.852 (meters)     1078.91  (feet) COMP
 DM4332  MODELED GRAVITY -    980,533.1   (mgal)                       NAVD 88
 DM4332
 DM4332  VERT ORDER      -  SECOND    CLASS I
 DM4332
 DM4332.The horizontal coordinates were determined by differentially corrected
 DM4332.hand held GPS observations or other comparable positioning techniques
 DM4332.and have an estimated accuracy of +/- 3 meters.
 DM4332
 DM4332.The orthometric height was determined by differential leveling and
 DM4332.adjusted by the NATIONAL GEODETIC SURVEY
 DM4332.in February 2011.
 DM4332
 DM4332.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM4332.GEOID18 height accuracy estimate available here.
 DM4332
 DM4332.Click photographs - Photos may exist for this station.
 DM4332
 DM4332.The dynamic height is computed by dividing the NAVD 88
 DM4332.geopotential number by the normal gravity value computed on the
 DM4332.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM4332.degrees latitude (g = 980.6199 gals.).
 DM4332
 DM4332.The modeled gravity was interpolated from observed gravity values.
 DM4332
 DM4332;                    North         East    Units  Estimated Accuracy
 DM4332;SPC MN S     -   335,147.2     697,002.2     MT  (+/- 3 meters HH1 GPS) 
 DM4332
 DM4332_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUK1837097635(NAD 83)
 DM4332
 DM4332                          SUPERSEDED SURVEY CONTROL
 DM4332
 DM4332.No superseded survey control is available for this station.
 DM4332
 DM4332_MARKER: DB = BENCH MARK DISK
 DM4332_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 DM4332_STAMPING: 1210 F 1948
 DM4332_MARK LOGO: MNHD
 DM4332_PROJECTION: PROJECTING 5 CENTIMETERS
 DM4332_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 DM4332_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DM4332_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DM4332+SATELLITE: SATELLITE OBSERVATIONS - July 09, 2013
 DM4332
 DM4332  HISTORY     - Date     Condition        Report By
 DM4332  HISTORY     - 19480401 MONUMENTED       MNHD
 DM4332  HISTORY     - 20130709 GOOD             MNDT
 DM4332
 DM4332                          STATION DESCRIPTION
 DM4332
 DM4332'DESCRIBED BY MN HIGHWAY DEPT 1948
 DM4332'THE STATION IS LOCATED ABOUT 7.3 MI (11.7 KM) NORTH-NORTHWEST OF
 DM4332'RAYMOND, 7.0 MI (11.3 KM) WEST-SOUTHWEST OF PENNOCK AND 5.9 MI (9.5
 DM4332'KM) SOUTH OF KERKHOVEN.
 DM4332'
 DM4332'TO REACH TO THE MARK GO 29 MI (46.7 KM) EAST ALONG TRUNK HIGHWAY 40
 DM4332'FROM THE JUNCTION OF TRUNK HIGHWAY 40 AND TRUNK HIGHWAY 7 IN MILAN AT
 DM4332'TRUNK HIGHWAY 40 MILE POINT 61.70, 3.0 MI (4.8 KM) WEST OF EAST COUNTY
 DM4332'LINE, IN SOUTHWEST CORNER OF ROAD JUNCTION, 79 FT (24.1 M) SOUTH OF
 DM4332'TRUNK HIGHWAY 40, AT TRUNK HIGHWAY 40 STATION 1734+96, 78.8 FT (24.0
 DM4332'M) SOUTH OF TRUNK HIGHWAY 40, 30.5 FT (9.3 M) WEST OF 140TH AVENUE
 DM4332'NORTHEAST, 1.9 FT (0.6 M) SOUTH-SOUTHEAST OF CABLE PEDESTAL, 1.5 FT
 DM4332'(0.5 M) NORTH OF A WITNESS POST.
 DM4332
 DM4332                          STATION RECOVERY (2013)
 DM4332
 DM4332'RECOVERY NOTE BY MN DEPT OF TRANSP 2013 (DAS)
 DM4332'5.85 MI (9.4 KM) SOUTHEAST OF KERKHOVEN, 0.18 MI (0.3 KM) SOUTHWEST
 DM4332'ALONG COUNTY ROAD 6  FROM THE JUNCTION COUNTY ROAD 6 AND TRUNK HIGHWAY
 DM4332'12 IN KERKHOVEN, THEN 0.22 MI (0.4 KM) SOUTH-SOUTHWEST ALONG NINTH
 DM4332'STREET, THEN 1.24 MI (2.0 KM) SOUTH ALONG 145TH AVENUE, THEN 0.49 MI
 DM4332'(0.8 KM) EAST ALONG 110TH STREET, THEN 1.0 MI (1.6 KM) SOUTH ALONG
 DM4332'150TH AVENUE, THEN 3.02 MI (4.9 KM) CONTINUING SOUTH ALONG 140TH
 DM4332'AVENUE, AT THE JUNCTION OF 140TH AVENUE AND TRUNK HIGHWAY 40, AT TRUNK
 DM4332'HIGHWAY 40 MILE POINT 61.70, 3.0 MI (4.8 KM) WEST OF EAST COUNTY LINE,
 DM4332'IN SOUTHWEST CORNER OF ROAD JUNCTION, 79 FT (24.1 M) SOUTH OF TRUNK
 DM4332'HIGHWAY 40, AT TRUNK HIGHWAY 40 STATION 1734+96, 30.5 FT (9.3 M) WEST
 DM4332'OF 140TH AVENUE NORTHEAST, 1.9 FT (0.6 M) SOUTH-SOUTHEAST OF CABLE
 DM4332'PEDESTAL, 1.5 FT (0.5 M) NORTH OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DM4343 ***********************************************************************
 DM4343  DESIGNATION -  1210 G
 DM4343  PID         -  DM4343
 DM4343  STATE/COUNTY-  MN/CHIPPEWA
 DM4343  COUNTRY     -  US
 DM4343  USGS QUAD   -  GRACELOCK (2019)
 DM4343
 DM4343                         *CURRENT SURVEY CONTROL
 DM4343  ______________________________________________________________________
 DM4343* NAD 83(2011) POSITION- 45 06 29.30843(N) 095 34 26.79162(W)   ADJUSTED
 DM4343* NAD 83(2011) ELLIP HT-   288.313 (meters)        (01/15/14)   ADJUSTED
 DM4343* NAD 83(2011) EPOCH   -  2010.00
 DM4343* NAVD 88 ORTHO HEIGHT -   314.743 (meters)     1032.62  (feet) ADJUSTED
 DM4343  ______________________________________________________________________
 DM4343  GEOID HEIGHT    -        -26.435 (meters)                     GEOID18
 DM4343  NAD 83(2011) X  -   -438,001.421 (meters)                     COMP
 DM4343  NAD 83(2011) Y  - -4,487,965.664 (meters)                     COMP
 DM4343  NAD 83(2011) Z  -  4,496,042.675 (meters)                     COMP
 DM4343  LAPLACE CORR    -         -1.73  (seconds)                    DEFLEC18
 DM4343  DYNAMIC HEIGHT  -        314.722 (meters)     1032.55  (feet) COMP
 DM4343  MODELED GRAVITY -    980,541.2   (mgal)                       NAVD 88
 DM4343
 DM4343  VERT ORDER      -  SECOND    CLASS I
 DM4343
 DM4343  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DM4343  Standards:
 DM4343         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DM4343            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DM4343  -------------------------------------------------------------------
 DM4343  NETWORK    0.81   0.74           0.34   0.32   0.38     -0.05740698
 DM4343  -------------------------------------------------------------------
 DM4343  Click here for local accuracies and other accuracy information.
 DM4343
 DM4343.The horizontal coordinates were established by GPS observations
 DM4343.and adjusted by the MN DEPT OF TRANSP in January 2014.
 DM4343
 DM4343.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DM4343.been affixed to the stable North American tectonic plate. See 
 DM4343.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DM4343
 DM4343.The horizontal coordinates are valid at the epoch date displayed above
 DM4343.which is a decimal equivalence of Year/Month/Day.
 DM4343
 DM4343.The orthometric height was determined by differential leveling and
 DM4343.adjusted by the NATIONAL GEODETIC SURVEY
 DM4343.in November 2011.
 DM4343
 DM4343.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM4343.GEOID18 height accuracy estimate available here.
 DM4343
 DM4343.Click photographs - Photos may exist for this station.
 DM4343
 DM4343.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DM4343
 DM4343.The Laplace correction was computed from DEFLEC18 derived deflections.
 DM4343
 DM4343.The ellipsoidal height was determined by GPS observations
 DM4343.and is referenced to NAD 83.
 DM4343
 DM4343.The dynamic height is computed by dividing the NAVD 88
 DM4343.geopotential number by the normal gravity value computed on the
 DM4343.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM4343.degrees latitude (g = 980.6199 gals.).
 DM4343
 DM4343.The modeled gravity was interpolated from observed gravity values.
 DM4343
 DM4343. The following values were computed from the NAD 83(2011) position.
 DM4343
 DM4343;                    North         East     Units Scale Factor Converg.
 DM4343;SPC MN S     -   335,437.145   676,130.564   MT  0.99997810   -1 06 12.0
 DM4343;SPC MN S     - 1,100,513.37  2,218,271.69   sFT  0.99997810   -1 06 12.0
 DM4343;UTM  15      - 4,998,187.246   297,503.013   MT  1.00010422   -1 49 27.2
 DM4343
 DM4343!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DM4343!SPC MN S     -   0.99995480  x   0.99997810  =   0.99993290
 DM4343!UTM  15      -   0.99995480  x   1.00010422  =   1.00005901
 DM4343
 DM4343_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTK9750398187(NAD 83)
 DM4343
 DM4343                          SUPERSEDED SURVEY CONTROL
 DM4343
 DM4343  NAVD 88 (02/23/11)  314.745  (m)         1032.63   (f) SUPERSEDED  2 1
 DM4343
 DM4343.Superseded values are not recommended for survey control.
 DM4343
 DM4343.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DM4343.See file dsdata.pdf to determine how the superseded data were derived.
 DM4343
 DM4343_MARKER: DD = SURVEY DISK
 DM4343_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DM4343_STAMPING: 1210 G 2006
 DM4343_MARK LOGO: MNDT
 DM4343_PROJECTION: FLUSH
 DM4343_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DM4343_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DM4343_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DM4343+SATELLITE: SATELLITE OBSERVATIONS - October 01, 2013
 DM4343_ROD/PIPE-DEPTH: 4.6 meters
 DM4343
 DM4343  HISTORY     - Date     Condition        Report By
 DM4343  HISTORY     - 20060920 MONUMENTED       MNDT
 DM4343  HISTORY     - 20131001 GOOD             MNDT
 DM4343
 DM4343                          STATION DESCRIPTION
 DM4343
 DM4343'DESCRIBED BY MN DEPT OF TRANSP 2006
 DM4343'THE STATION IS LOCATED ABOUT 11.9 MI (19.1 KM) SOUTH-SOUTHWEST OF DE
 DM4343'GRAFF, 10.0 MI (16.1 KM) EAST-SOUTHEAST OF BIG BEND CITY AND 4.0 MI
 DM4343'(6.4 KM) NORTH OF GRACELOCK.
 DM4343'
 DM4343'TO REACH TO THE MARK GO 16.5 MI (26.5 KM) EAST ALONG TRUNK HIGHWAY 40
 DM4343'FROM THE JUNCTION OF TRUNK HIGHWAY 40 AND TRUNK HIGHWAY 7/59 IN MILAN,
 DM4343'AT TRUNK HIGHWAY 40 MILE POINT 48.70, 67.0 FT (20.4 M) SOUTH OF TRUNK
 DM4343'HIGHWAY 40, 45.0 FT (13.7 M) WEST OF 10TH AVENUE NORTHEAST, 23.0 FT
 DM4343'(7.0 M) NORTH OF A FIELD ENTRANCE, 1.0 FT (0.3 M) NORTH OF A WITNESS
 DM4343'POST.
 DM4343
 DM4343                          STATION RECOVERY (2013)
 DM4343
 DM4343'RECOVERY NOTE BY MN DEPT OF TRANSP 2013 (MXS)
 DM4343'6.06 MILES WEST-NORTHWEST OF LOURISTON, 1.0 MILE NORTH ON 70TH AVENUE
 DM4343'NORTHEAST FROM THE JUNCTION OF 70TH AVENUE NORTHEAST AND 50TH STREET
 DM4343'NORTHEAST IN LOURISTON, THEN 6.0 MILES WEST ON TRUNK HIGHWAY 40, AT
 DM4343'TRUNK HIGHWAY 40 MILEPOINT 48.70, 67.0 FEET SOUTH OF TRUNK HIGHWAY 40,
 DM4343'45.0 FEET WEST OF 10TH AVENUE NORTHEAST, 23.0 FEET NORTH OF FIELD
 DM4343'ENTRANCE, 1.0 FOOT NORTH OF WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DM4342 ***********************************************************************
 DM4342  DESIGNATION -  1210 H
 DM4342  PID         -  DM4342
 DM4342  STATE/COUNTY-  MN/CHIPPEWA
 DM4342  COUNTRY     -  US
 DM4342  USGS QUAD   -  GRACELOCK (2019)
 DM4342
 DM4342                         *CURRENT SURVEY CONTROL
 DM4342  ______________________________________________________________________
 DM4342* NAD 83(2011) POSITION- 45 06 29.26457(N) 095 33 13.50727(W)   ADJUSTED
 DM4342* NAD 83(2011) ELLIP HT-   289.216 (meters)        (01/15/14)   ADJUSTED
 DM4342* NAD 83(2011) EPOCH   -  2010.00
 DM4342* NAVD 88 ORTHO HEIGHT -   315.664 (meters)     1035.64  (feet) ADJUSTED
 DM4342  ______________________________________________________________________
 DM4342  GEOID HEIGHT    -        -26.448 (meters)                     GEOID18
 DM4342  NAD 83(2011) X  -   -436,407.007 (meters)                     COMP
 DM4342  NAD 83(2011) Y  - -4,488,122.589 (meters)                     COMP
 DM4342  NAD 83(2011) Z  -  4,496,042.359 (meters)                     COMP
 DM4342  LAPLACE CORR    -         -1.75  (seconds)                    DEFLEC18
 DM4342  DYNAMIC HEIGHT  -        315.643 (meters)     1035.57  (feet) COMP
 DM4342  MODELED GRAVITY -    980,541.5   (mgal)                       NAVD 88
 DM4342
 DM4342  VERT ORDER      -  SECOND    CLASS I
 DM4342
 DM4342  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DM4342  Standards:
 DM4342         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DM4342            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DM4342  -------------------------------------------------------------------
 DM4342  NETWORK    0.71   0.73           0.32   0.25   0.37      0.06605716
 DM4342  -------------------------------------------------------------------
 DM4342  Click here for local accuracies and other accuracy information.
 DM4342
 DM4342.The horizontal coordinates were established by GPS observations
 DM4342.and adjusted by the MN DEPT OF TRANSP in January 2014.
 DM4342
 DM4342.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DM4342.been affixed to the stable North American tectonic plate. See 
 DM4342.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DM4342
 DM4342.The horizontal coordinates are valid at the epoch date displayed above
 DM4342.which is a decimal equivalence of Year/Month/Day.
 DM4342
 DM4342.The orthometric height was determined by differential leveling and
 DM4342.adjusted by the NATIONAL GEODETIC SURVEY
 DM4342.in November 2011.
 DM4342
 DM4342.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM4342.GEOID18 height accuracy estimate available here.
 DM4342
 DM4342.Click photographs - Photos may exist for this station.
 DM4342
 DM4342.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DM4342
 DM4342.The Laplace correction was computed from DEFLEC18 derived deflections.
 DM4342
 DM4342.The ellipsoidal height was determined by GPS observations
 DM4342.and is referenced to NAD 83.
 DM4342
 DM4342.The dynamic height is computed by dividing the NAVD 88
 DM4342.geopotential number by the normal gravity value computed on the
 DM4342.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM4342.degrees latitude (g = 980.6199 gals.).
 DM4342
 DM4342.The modeled gravity was interpolated from observed gravity values.
 DM4342
 DM4342. The following values were computed from the NAD 83(2011) position.
 DM4342
 DM4342;                    North         East     Units Scale Factor Converg.
 DM4342;SPC MN S     -   335,405.143   677,732.254   MT  0.99997810   -1 05 20.6
 DM4342;SPC MN S     - 1,100,408.37  2,223,526.57   sFT  0.99997810   -1 05 20.6
 DM4342;UTM  15      - 4,998,135.091   299,104.370   MT  1.00009628   -1 48 35.2
 DM4342
 DM4342!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DM4342!SPC MN S     -   0.99995466  x   0.99997810  =   0.99993276
 DM4342!UTM  15      -   0.99995466  x   1.00009628  =   1.00005093
 DM4342
 DM4342_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTK9910498135(NAD 83)
 DM4342
 DM4342                          SUPERSEDED SURVEY CONTROL
 DM4342
 DM4342  NAVD 88 (02/23/11)  315.665  (m)         1035.64   (f) SUPERSEDED  2 1
 DM4342
 DM4342.Superseded values are not recommended for survey control.
 DM4342
 DM4342.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DM4342.See file dsdata.pdf to determine how the superseded data were derived.
 DM4342
 DM4342_MARKER: DD = SURVEY DISK
 DM4342_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DM4342_STAMPING: 1210 H 2006
 DM4342_MARK LOGO: MNDT
 DM4342_PROJECTION: FLUSH
 DM4342_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DM4342_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DM4342_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DM4342+SATELLITE: SATELLITE OBSERVATIONS - May 19, 2021
 DM4342_ROD/PIPE-DEPTH: 5.5 meters
 DM4342
 DM4342  HISTORY     - Date     Condition        Report By
 DM4342  HISTORY     - 20060920 MONUMENTED       MNDT
 DM4342  HISTORY     - 20131002 GOOD             MNDT
 DM4342  HISTORY     - 20210519 GOOD             MNDT
 DM4342
 DM4342                          STATION DESCRIPTION
 DM4342
 DM4342'DESCRIBED BY MN DEPT OF TRANSP 2006
 DM4342'THE STATION IS LOCATED ABOUT 11.2 MI (18.0 KM) SOUTHWEST OF MURDOCK,
 DM4342'10.9 MI (17.5 KM) EAST-SOUTHEAST OF BIG BEND CITY AND 4.2 MI (6.8 KM)
 DM4342'NORTH-NORTHEAST OF GRACELOCK.
 DM4342'
 DM4342'TO REACH TO THE MARK GO 17.5 MI (28.2 KM) EAST ALONG TRUNK HIGHWAY 40
 DM4342'FROM THE JUNCTION OF TRUNK HIGHWAY 40 AND TRUNK HIGHWAY 7/59 IN MILAN,
 DM4342'AT TRUNK HIGHWAY 40 MILE POINT 49.70, 60.2 FT (18.3 M) SOUTH OF TRUNK
 DM4342'HIGHWAY 40, 56.0 FT (17.1 M) WEST OF 20TH AVENUE NORTHEAST, 1.0 FT
 DM4342'(0.3 M) NORTH OF A WITNESS POST.
 DM4342
 DM4342                          STATION RECOVERY (2013)
 DM4342
 DM4342'RECOVERY NOTE BY MN DEPT OF TRANSP 2013 (DXS)
 DM4342'5.07 MILES WEST-NORTHWEST OF LOURISTON, 1.0 MILE NORTH ON 70TH AVENUE
 DM4342'NORTHEAST FROM THE JUNCTION OF 70H AVENUE NORTHEAST AND 50TH STREET
 DM4342'NORTHEAST IN LOURISTON, THEN 5.0 MILES WEST ON TRUNK HIGHWAY 40, AT
 DM4342'TRUNK HIGHWAY 40 MILEPOINT 49.70, 60.2 FEET SOUTH OF TRUNK HIGHWAY 40,
 DM4342'56.0 FEET WEST OF 20TH AVENUE NORTHEAST, 1.0 FOOT NORTH OF WITNESS
 DM4342'POST.
 DM4342
 DM4342                          STATION RECOVERY (2021)
 DM4342
 DM4342'RECOVERY NOTE BY MN DEPT OF TRANSP 2021 (TJD)
 DM4342'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DM4341 ***********************************************************************
 DM4341  DESIGNATION -  1210 J
 DM4341  PID         -  DM4341
 DM4341  STATE/COUNTY-  MN/CHIPPEWA
 DM4341  COUNTRY     -  US
 DM4341  USGS QUAD   -  GRACELOCK (2019)
 DM4341
 DM4341                         *CURRENT SURVEY CONTROL
 DM4341  ______________________________________________________________________
 DM4341* NAD 83(1986) POSITION- 45 06 28.67   (N) 095 31 58.50   (W)   HD_HELD1
 DM4341* NAVD 88 ORTHO HEIGHT -   317.654 (meters)     1042.17  (feet) ADJUSTED
 DM4341  ______________________________________________________________________
 DM4341  GEOID HEIGHT    -        -26.462 (meters)                     GEOID18
 DM4341  DYNAMIC HEIGHT  -        317.633 (meters)     1042.10  (feet) COMP
 DM4341  MODELED GRAVITY -    980,541.5   (mgal)                       NAVD 88
 DM4341
 DM4341  VERT ORDER      -  SECOND    CLASS I
 DM4341
 DM4341.The horizontal coordinates were determined by differentially corrected
 DM4341.hand held GPS observations or other comparable positioning techniques
 DM4341.and have an estimated accuracy of +/- 3 meters.
 DM4341
 DM4341.The orthometric height was determined by differential leveling and
 DM4341.adjusted by the NATIONAL GEODETIC SURVEY
 DM4341.in November 2011.
 DM4341
 DM4341.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM4341.GEOID18 height accuracy estimate available here.
 DM4341
 DM4341.Click photographs - Photos may exist for this station.
 DM4341
 DM4341.The dynamic height is computed by dividing the NAVD 88
 DM4341.geopotential number by the normal gravity value computed on the
 DM4341.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM4341.degrees latitude (g = 980.6199 gals.).
 DM4341
 DM4341.The modeled gravity was interpolated from observed gravity values.
 DM4341
 DM4341;                    North         East    Units  Estimated Accuracy
 DM4341;SPC MN S     -   335,355.8     679,371.3     MT  (+/- 3 meters HH1 GPS) 
 DM4341
 DM4341_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUK0074298065(NAD 83)
 DM4341
 DM4341                          SUPERSEDED SURVEY CONTROL
 DM4341
 DM4341  NAVD 88 (02/23/11)  317.655  (m)         1042.17   (f) SUPERSEDED  2 1
 DM4341
 DM4341.Superseded values are not recommended for survey control.
 DM4341
 DM4341.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DM4341.See file dsdata.pdf to determine how the superseded data were derived.
 DM4341
 DM4341_MARKER: DD = SURVEY DISK
 DM4341_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DM4341_STAMPING: 1210 J 2006
 DM4341_MARK LOGO: MNDT
 DM4341_PROJECTION: FLUSH
 DM4341_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DM4341_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DM4341_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DM4341+SATELLITE: SATELLITE OBSERVATIONS - July 10, 2013
 DM4341_ROD/PIPE-DEPTH: 4.6 meters
 DM4341
 DM4341  HISTORY     - Date     Condition        Report By
 DM4341  HISTORY     - 20060920 MONUMENTED       MNDT
 DM4341  HISTORY     - 20130710 GOOD             MNDT
 DM4341
 DM4341                          STATION DESCRIPTION
 DM4341
 DM4341'DESCRIBED BY MN DEPT OF TRANSP 2006
 DM4341'THE STATION IS LOCATED ABOUT 11.2 MI (18.0 KM) SOUTH-SOUTHWEST OF DE
 DM4341'GRAFF, 10.5 MI (16.9 KM) SOUTHWEST OF MURDOCK AND 4.6 MI (7.4 KM)
 DM4341'NORTH-NORTHEAST OF GRACELOCK.
 DM4341'
 DM4341'TO REACH TO THE MARK GO 18.5 MI (29.8 KM) EAST ALONG TRUNK HIGHWAY 40
 DM4341'FROM THE JUNCTION OF TRUNK HIGHWAY 40 AND TRUNK HIGHWAY 7/59 IN MILAN,
 DM4341'AT TRUNK HIGHWAY 40 MILE POINT 50.65, 79.6 FT (24.3 M) SOUTH OF TRUNK
 DM4341'HIGHWAY 40, 65.6 FT (20.0 M) EAST OF COUNTY ROAD 5 65.0 FT (19.8 M)
 DM4341'NORTH OF CABLE BOX, 1.0 FT (0.3 M) NORTH OF A WITNESS POST.
 DM4341
 DM4341                          STATION RECOVERY (2013)
 DM4341
 DM4341'RECOVERY NOTE BY MN DEPT OF TRANSP 2013 (DAS)
 DM4341'4.07 MI (6.5 KM) WEST-NORTHWEST OF LOURISTON, 1.0 MI (1.6 KM) NORTH
 DM4341'ALONG 70TH AVENUE NORTHEAST  FROM THE JUNCTION OF 70TH AVENUE
 DM4341'NORTHEAST AND 50TH STREET NORTHEAST IN LOURISTON, THEN 4.0 MI (6.4 KM)
 DM4341'WEST ALONG TRUNK HIGHWAY 40, AT TRUNK HIGHWAY 40 MILE POINT 50.65,
 DM4341'79.6 FT (24.3 M) SOUTH OF TRUNK HIGHWAY 40, 65.6 FT (20.0 M) EAST OF
 DM4341'COUNTY ROAD 5/ 30TH AVENUE NORTHEAST, 65.0 FT (19.8 M) NORTH OF CABLE
 DM4341'BOX, 1.0 FT (0.3 M) NORTH OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DM4340 ***********************************************************************
 DM4340  DESIGNATION -  1210 K
 DM4340  PID         -  DM4340
 DM4340  STATE/COUNTY-  MN/CHIPPEWA
 DM4340  COUNTRY     -  US
 DM4340  USGS QUAD   -  GRACELOCK (2019)
 DM4340
 DM4340                         *CURRENT SURVEY CONTROL
 DM4340  ______________________________________________________________________
 DM4340* NAD 83(2011) POSITION- 45 06 29.96808(N) 095 30 47.69763(W)   ADJUSTED
 DM4340* NAD 83(2011) ELLIP HT-   289.596 (meters)        (01/15/14)   ADJUSTED
 DM4340* NAD 83(2011) EPOCH   -  2010.00
 DM4340* NAVD 88 ORTHO HEIGHT -   316.071 (meters)     1036.98  (feet) ADJUSTED
 DM4340  ______________________________________________________________________
 DM4340  GEOID HEIGHT    -        -26.474 (meters)                     GEOID18
 DM4340  NAD 83(2011) X  -   -433,232.769 (meters)                     COMP
 DM4340  NAD 83(2011) Y  - -4,488,414.918 (meters)                     COMP
 DM4340  NAD 83(2011) Z  -  4,496,057.957 (meters)                     COMP
 DM4340  LAPLACE CORR    -         -1.58  (seconds)                    DEFLEC18
 DM4340  DYNAMIC HEIGHT  -        316.050 (meters)     1036.91  (feet) COMP
 DM4340  MODELED GRAVITY -    980,541.4   (mgal)                       NAVD 88
 DM4340
 DM4340  VERT ORDER      -  SECOND    CLASS I
 DM4340
 DM4340  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DM4340  Standards:
 DM4340         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DM4340            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DM4340  -------------------------------------------------------------------
 DM4340  NETWORK    0.70   0.74           0.32   0.24   0.38      0.00616922
 DM4340  -------------------------------------------------------------------
 DM4340  Click here for local accuracies and other accuracy information.
 DM4340
 DM4340.The horizontal coordinates were established by GPS observations
 DM4340.and adjusted by the MN DEPT OF TRANSP in January 2014.
 DM4340
 DM4340.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DM4340.been affixed to the stable North American tectonic plate. See 
 DM4340.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DM4340
 DM4340.The horizontal coordinates are valid at the epoch date displayed above
 DM4340.which is a decimal equivalence of Year/Month/Day.
 DM4340
 DM4340.The orthometric height was determined by differential leveling and
 DM4340.adjusted by the NATIONAL GEODETIC SURVEY
 DM4340.in November 2011.
 DM4340
 DM4340.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM4340.GEOID18 height accuracy estimate available here.
 DM4340
 DM4340.Click photographs - Photos may exist for this station.
 DM4340
 DM4340.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DM4340
 DM4340.The Laplace correction was computed from DEFLEC18 derived deflections.
 DM4340
 DM4340.The ellipsoidal height was determined by GPS observations
 DM4340.and is referenced to NAD 83.
 DM4340
 DM4340.The dynamic height is computed by dividing the NAVD 88
 DM4340.geopotential number by the normal gravity value computed on the
 DM4340.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM4340.degrees latitude (g = 980.6199 gals.).
 DM4340
 DM4340.The modeled gravity was interpolated from observed gravity values.
 DM4340
 DM4340. The following values were computed from the NAD 83(2011) position.
 DM4340
 DM4340;                    North         East     Units Scale Factor Converg.
 DM4340;SPC MN S     -   335,367.063   680,919.521   MT  0.99997813   -1 03 38.4
 DM4340;SPC MN S     - 1,100,283.44  2,233,983.46   sFT  0.99997813   -1 03 38.4
 DM4340;UTM  15      - 4,998,056.924   302,291.257   MT  1.00008066   -1 46 51.8
 DM4340
 DM4340!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DM4340!SPC MN S     -   0.99995460  x   0.99997813  =   0.99993273
 DM4340!UTM  15      -   0.99995460  x   1.00008066  =   1.00003525
 DM4340
 DM4340_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUK0229198056(NAD 83)
 DM4340
 DM4340                          SUPERSEDED SURVEY CONTROL
 DM4340
 DM4340  NAVD 88 (02/23/11)  316.071  (m)         1036.98   (f) SUPERSEDED  2 1
 DM4340
 DM4340.Superseded values are not recommended for survey control.
 DM4340
 DM4340.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DM4340.See file dsdata.pdf to determine how the superseded data were derived.
 DM4340
 DM4340_MARKER: DD = SURVEY DISK
 DM4340_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DM4340_STAMPING: 1210 K 2006
 DM4340_MARK LOGO: MNDT
 DM4340_PROJECTION: RECESSED 15 CENTIMETERS
 DM4340_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DM4340_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DM4340_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DM4340+SATELLITE: SATELLITE OBSERVATIONS - May 19, 2021
 DM4340_ROD/PIPE-DEPTH: 4.6 meters
 DM4340
 DM4340  HISTORY     - Date     Condition        Report By
 DM4340  HISTORY     - 20060920 MONUMENTED       MNDT
 DM4340  HISTORY     - 20131001 GOOD             MNDT
 DM4340  HISTORY     - 20210519 GOOD             MNDT
 DM4340
 DM4340                          STATION DESCRIPTION
 DM4340
 DM4340'DESCRIBED BY MN DEPT OF TRANSP 2006
 DM4340'THE STATION IS LOCATED ABOUT 11.0 MI (17.7 KM) SOUTH-SOUTHWEST OF DE
 DM4340'GRAFF, 9.9 MI (15.9 KM) SOUTHWEST OF MURDOCK AND 5.2 MI (8.4 KM)
 DM4340'NORTHEAST OF GRACELOCK.
 DM4340'
 DM4340'TO REACH TO THE MARK GO 19.6 MI (31.5 KM) EAST ALONG TRUNK HIGHWAY 40
 DM4340'FROM THE JUNCTION OF TRUNK HIGHWAY 40 AND TRUNK HIGHWAY 7/59 IN MILAN,
 DM4340'AT TRUNK HIGHWAY 40 MILE POINT 51.70, 128.0 FT (39.0 M) WEST OF 40TH
 DM4340'AVENUE NORTHEAST, 95.0 FT (29.0 M) WEST OF POWER POLE, 75.0 FT (22.9
 DM4340'M) NORTH OF TRUNK HIGHWAY 40, 1.0 FT (0.3 M) SOUTH OF A WITNESS POST.
 DM4340
 DM4340                          STATION RECOVERY (2013)
 DM4340
 DM4340'RECOVERY NOTE BY MN DEPT OF TRANSP 2013 (MXS)
 DM4340'3.16 MILES NORTHWEST OF LOURISTON, 1.0 MILE NORTH ON 70TH AVENUE
 DM4340'NORTHEAST FROM THE JUNCTION OF 70TH AVENUE NORTHEAST AND 50TH STREET
 DM4340'NORTHEAST IN LOURISTON, THEN 3.0 MILES WEST ON TRUNK HIGHWAY 40, AT
 DM4340'TRUNK HIGHWAY 40 MILEPOINT 51.70, 128.0 FEET WEST OF 40TH AVENUE
 DM4340'NORTHEAST, 95.0 FEET WEST OF POWER POLE, 75.0 FEET NORTH OF TRUNK
 DM4340'HIGHWAY 40, 1.0 FOOT SOUTH OF WITNESS POST.
 DM4340
 DM4340                          STATION RECOVERY (2021)
 DM4340
 DM4340'RECOVERY NOTE BY MN DEPT OF TRANSP 2021 (TJD)
 DM4340'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DM4339 ***********************************************************************
 DM4339  DESIGNATION -  1210 L
 DM4339  PID         -  DM4339
 DM4339  STATE/COUNTY-  MN/CHIPPEWA
 DM4339  COUNTRY     -  US
 DM4339  USGS QUAD   -  KERKHOVEN SW (2019)
 DM4339
 DM4339                         *CURRENT SURVEY CONTROL
 DM4339  ______________________________________________________________________
 DM4339* NAD 83(2011) POSITION- 45 06 27.97278(N) 095 29 31.50129(W)   ADJUSTED
 DM4339* NAD 83(2011) ELLIP HT-   290.560 (meters)        (01/15/14)   ADJUSTED
 DM4339* NAD 83(2011) EPOCH   -  2010.00
 DM4339* NAVD 88 ORTHO HEIGHT -   317.045 (meters)     1040.17  (feet) ADJUSTED
 DM4339  ______________________________________________________________________
 DM4339  GEOID HEIGHT    -        -26.486 (meters)                     GEOID18
 DM4339  NAD 83(2011) X  -   -431,578.914 (meters)                     COMP
 DM4339  NAD 83(2011) Y  - -4,488,618.768 (meters)                     COMP
 DM4339  NAD 83(2011) Z  -  4,496,015.165 (meters)                     COMP
 DM4339  LAPLACE CORR    -         -1.52  (seconds)                    DEFLEC18
 DM4339  DYNAMIC HEIGHT  -        317.024 (meters)     1040.10  (feet) COMP
 DM4339  MODELED GRAVITY -    980,541.5   (mgal)                       NAVD 88
 DM4339
 DM4339  VERT ORDER      -  SECOND    CLASS I
 DM4339
 DM4339  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DM4339  Standards:
 DM4339         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DM4339            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DM4339  -------------------------------------------------------------------
 DM4339  NETWORK    0.36   0.45           0.16   0.13   0.23     -0.05991384
 DM4339  -------------------------------------------------------------------
 DM4339  Click here for local accuracies and other accuracy information.
 DM4339
 DM4339.The horizontal coordinates were established by GPS observations
 DM4339.and adjusted by the MN DEPT OF TRANSP in January 2014.
 DM4339
 DM4339.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DM4339.been affixed to the stable North American tectonic plate. See 
 DM4339.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DM4339
 DM4339.The horizontal coordinates are valid at the epoch date displayed above
 DM4339.which is a decimal equivalence of Year/Month/Day.
 DM4339
 DM4339.The orthometric height was determined by differential leveling and
 DM4339.adjusted by the NATIONAL GEODETIC SURVEY
 DM4339.in February 2011.
 DM4339
 DM4339.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM4339.GEOID18 height accuracy estimate available here.
 DM4339
 DM4339.Click photographs - Photos may exist for this station.
 DM4339
 DM4339.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DM4339
 DM4339.The Laplace correction was computed from DEFLEC18 derived deflections.
 DM4339
 DM4339.The ellipsoidal height was determined by GPS observations
 DM4339.and is referenced to NAD 83.
 DM4339
 DM4339.The dynamic height is computed by dividing the NAVD 88
 DM4339.geopotential number by the normal gravity value computed on the
 DM4339.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM4339.degrees latitude (g = 980.6199 gals.).
 DM4339
 DM4339.The modeled gravity was interpolated from observed gravity values.
 DM4339
 DM4339. The following values were computed from the NAD 83(2011) position.
 DM4339
 DM4339;                    North         East     Units Scale Factor Converg.
 DM4339;SPC MN S     -   335,274.861   682,583.776   MT  0.99997803   -1 02 45.0
 DM4339;SPC MN S     - 1,099,980.94  2,239,443.61   sFT  0.99997803   -1 02 45.0
 DM4339;UTM  15      - 4,997,943.796   303,954.386   MT  1.00007260   -1 45 57.7
 DM4339
 DM4339!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DM4339!SPC MN S     -   0.99995445  x   0.99997803  =   0.99993248
 DM4339!UTM  15      -   0.99995445  x   1.00007260  =   1.00002704
 DM4339
 DM4339_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUK0395497943(NAD 83)
 DM4339
 DM4339                          SUPERSEDED SURVEY CONTROL
 DM4339
 DM4339.No superseded survey control is available for this station.
 DM4339
 DM4339_MARKER: DD = SURVEY DISK
 DM4339_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DM4339_STAMPING: 1210 L 2006
 DM4339_MARK LOGO: MNDT
 DM4339_PROJECTION: RECESSED 8 CENTIMETERS
 DM4339_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DM4339_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DM4339_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DM4339+SATELLITE: SATELLITE OBSERVATIONS - November 05, 2019
 DM4339_ROD/PIPE-DEPTH: 4.6 meters
 DM4339
 DM4339  HISTORY     - Date     Condition        Report By
 DM4339  HISTORY     - 20060920 MONUMENTED       MNDT
 DM4339  HISTORY     - 20081021 GOOD             MNDT
 DM4339  HISTORY     - 20131001 GOOD             MNDT
 DM4339  HISTORY     - 20191105 GOOD             MNDT
 DM4339
 DM4339                          STATION DESCRIPTION
 DM4339
 DM4339'DESCRIBED BY MN DEPT OF TRANSP 2006
 DM4339'THE STATION IS LOCATED ABOUT 10.3 MI (16.6 KM) SOUTHWEST OF KERKHOVEN,
 DM4339'9.4 MI (15.1 KM) SOUTH-SOUTHWEST OF MURDOCK AND 5.8 MI (9.3 KM)
 DM4339'NORTHEAST OF GRACELOCK.
 DM4339'
 DM4339'TO REACH TO THE MARK GO 20.6 MI (33.1 KM) EAST ALONG TRUNK HIGHWAY 40
 DM4339'FROM THE JUNCTION OF TRUNK HIGHWAY 40 AND TRUNK HIGHWAY 7/59 IN MILAN,
 DM4339'AT TRUNK HIGHWAY 40 MILE POINT 52.70, 56.3 FT (17.2 M) SOUTH OF TRUNK
 DM4339'HIGHWAY 40, 38.8 FT (11.8 M) EAST OF 50TH AVENUE NORTHEAST, 29.8 FT
 DM4339'(9.1 M) NORTH OF A FIELD ENTRANCE, 1.0 FT (0.3 M) NORTH OF A WITNESS
 DM4339'POST.
 DM4339
 DM4339                          STATION RECOVERY (2008)
 DM4339
 DM4339'RECOVERY NOTE BY MN DEPT OF TRANSP 2008 (MPP)
 DM4339'RECOVERED AS DESCRIBED.
 DM4339
 DM4339                          STATION RECOVERY (2013)
 DM4339
 DM4339'RECOVERY NOTE BY MN DEPT OF TRANSP 2013 (MPP)
 DM4339'2.18 MILES NORTHWEST OF LOURISTON, 1.0 MILE NORTH ON 70TH AVENUE
 DM4339'NORTHEAST FROM THE JUNCTION OF 70TH AVENUE NORTHEAST AND 50TH STREET
 DM4339'NORTHEAST IN LOURISTON, THEN 2.0 MILES WEST ON TRUNK HIGHWAY 40, AT
 DM4339'TRUNK HIGHWAY 40 MILEPOINT 52.70, 56.3 FEET SOUTH OF TRUNK HIGHWAY 40,
 DM4339'38.8 FEET EAST OF 50TH AVENUE NORTHEAST, 29.8 FEET NORTH OF FIELD
 DM4339'ENTRANCE, 1.0 FOOT NORTH OF WITNESS POST.
 DM4339
 DM4339                          STATION RECOVERY (2019)
 DM4339
 DM4339'RECOVERY NOTE BY MN DEPT OF TRANSP 2019 (KMS)
 DM4339'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DM4338 ***********************************************************************
 DM4338  DESIGNATION -  1210 M
 DM4338  PID         -  DM4338
 DM4338  STATE/COUNTY-  MN/CHIPPEWA
 DM4338  COUNTRY     -  US
 DM4338  USGS QUAD   -  KERKHOVEN SW (2019)
 DM4338
 DM4338                         *CURRENT SURVEY CONTROL
 DM4338  ______________________________________________________________________
 DM4338* NAD 83(2011) POSITION- 45 06 31.23102(N) 095 27 07.21126(W)   ADJUSTED
 DM4338* NAD 83(2011) ELLIP HT-   292.854 (meters)        (01/15/14)   ADJUSTED
 DM4338* NAD 83(2011) EPOCH   -  2010.00
 DM4338* NAVD 88 ORTHO HEIGHT -   319.370 (meters)     1047.80  (feet) ADJUSTED
 DM4338  ______________________________________________________________________
 DM4338  GEOID HEIGHT    -        -26.509 (meters)                     GEOID18
 DM4338  NAD 83(2011) X  -   -428,432.234 (meters)                     COMP
 DM4338  NAD 83(2011) Y  - -4,488,850.249 (meters)                     COMP
 DM4338  NAD 83(2011) Z  -  4,496,087.782 (meters)                     COMP
 DM4338  LAPLACE CORR    -         -1.52  (seconds)                    DEFLEC18
 DM4338  DYNAMIC HEIGHT  -        319.348 (meters)     1047.73  (feet) COMP
 DM4338  MODELED GRAVITY -    980,540.4   (mgal)                       NAVD 88
 DM4338
 DM4338  VERT ORDER      -  SECOND    CLASS I
 DM4338
 DM4338  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DM4338  Standards:
 DM4338         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DM4338            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DM4338  -------------------------------------------------------------------
 DM4338  NETWORK    0.83   0.90           0.39   0.26   0.46      0.18026713
 DM4338  -------------------------------------------------------------------
 DM4338  Click here for local accuracies and other accuracy information.
 DM4338
 DM4338.The horizontal coordinates were established by GPS observations
 DM4338.and adjusted by the MN DEPT OF TRANSP in January 2014.
 DM4338
 DM4338.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DM4338.been affixed to the stable North American tectonic plate. See 
 DM4338.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DM4338
 DM4338.The horizontal coordinates are valid at the epoch date displayed above
 DM4338.which is a decimal equivalence of Year/Month/Day.
 DM4338
 DM4338.The orthometric height was determined by differential leveling and
 DM4338.adjusted by the NATIONAL GEODETIC SURVEY
 DM4338.in February 2011.
 DM4338
 DM4338.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM4338.GEOID18 height accuracy estimate available here.
 DM4338
 DM4338.Click photographs - Photos may exist for this station.
 DM4338
 DM4338.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DM4338
 DM4338.The Laplace correction was computed from DEFLEC18 derived deflections.
 DM4338
 DM4338.The ellipsoidal height was determined by GPS observations
 DM4338.and is referenced to NAD 83.
 DM4338
 DM4338.The dynamic height is computed by dividing the NAVD 88
 DM4338.geopotential number by the normal gravity value computed on the
 DM4338.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM4338.degrees latitude (g = 980.6199 gals.).
 DM4338
 DM4338.The modeled gravity was interpolated from observed gravity values.
 DM4338
 DM4338. The following values were computed from the NAD 83(2011) position.
 DM4338
 DM4338;                    North         East     Units Scale Factor Converg.
 DM4338;SPC MN S     -   335,318.628   685,739.277   MT  0.99997820   -1 01 03.9
 DM4338;SPC MN S     - 1,100,124.53  2,249,796.28   sFT  0.99997820   -1 01 03.9
 DM4338;UTM  15      - 4,997,947.905   307,110.462   MT  1.00005751   -1 44 15.5
 DM4338
 DM4338!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DM4338!SPC MN S     -   0.99995409  x   0.99997820  =   0.99993229
 DM4338!UTM  15      -   0.99995409  x   1.00005751  =   1.00001159
 DM4338
 DM4338_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUK0711097947(NAD 83)
 DM4338
 DM4338|---------------------------------------------------------------------|
 DM4338| PID    Reference Object                     Distance      Geod. Az  |
 DM4338|                                                           dddmmss.s |
 DM4338| DP1266 LOU                                 309.682 METERS 09601     |
 DM4338|---------------------------------------------------------------------|
 DM4338
 DM4338                          SUPERSEDED SURVEY CONTROL
 DM4338
 DM4338.No superseded survey control is available for this station.
 DM4338
 DM4338_MARKER: DD = SURVEY DISK
 DM4338_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DM4338_STAMPING: 1210 M 2006
 DM4338_MARK LOGO: MNDT
 DM4338_PROJECTION: RECESSED 10 CENTIMETERS
 DM4338_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DM4338_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DM4338_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DM4338+SATELLITE: SATELLITE OBSERVATIONS - May 19, 2021
 DM4338_ROD/PIPE-DEPTH: 6.1 meters
 DM4338
 DM4338  HISTORY     - Date     Condition        Report By
 DM4338  HISTORY     - 20060920 MONUMENTED       MNDT
 DM4338  HISTORY     - 20130930 GOOD             MNDT
 DM4338  HISTORY     - 20210519 GOOD             MNDT
 DM4338
 DM4338                          STATION DESCRIPTION
 DM4338
 DM4338'DESCRIBED BY MN DEPT OF TRANSP 2006
 DM4338'THE STATION IS LOCATED ABOUT 8.7 MI (14.0 KM) SOUTHWEST OF KERKHOVEN,
 DM4338'8.5 MI (13.7 KM) SOUTH-SOUTHWEST OF MURDOCK AND 7.4 MI (11.9 KM)
 DM4338'EAST-NORTHEAST OF GRACELOCK.
 DM4338'
 DM4338'TO REACH TO THE MARK GO 22.6 MI (36.4 KM) EAST ALONG TRUNK HIGHWAY 40
 DM4338'FROM THE JUNCTION OF TRUNK HIGHWAY 40 AND TRUNK HIGHWAY 7/59 IN MILAN,
 DM4338'AT TRUNK HIGHWAY 40 MILE POINT 54.70, 53.0 FT (16.2 M) NORTH OF TRUNK
 DM4338'HIGHWAY 40, 40.7 FT (12.4 M) WEST OF 70TH AVENUE NORTHEAST, 36 FT
 DM4338'(11.0 M) SOUTH OF A FIELD ENTRANCE, 1.0 FT (0.3 M) SOUTH OF A WITNESS
 DM4338'POST.
 DM4338
 DM4338                          STATION RECOVERY (2013)
 DM4338
 DM4338'RECOVERY NOTE BY MN DEPT OF TRANSP 2013 (DXS)
 DM4338'1.01 MILES NORTH OF LOURISTON, 1.0 MILE NORTH ON 70TH AVENUE NORTHEAST
 DM4338'FROM THE JUNCTION OF 70TH AVENUE NORTHEAST AND 50TH STREET NORTHEAST
 DM4338'IN LOURISTON, AT TRUNK HIGHWAY 40 MILEPOINT 54.70, 53.0 FEET NORTH OF
 DM4338'TRUNK HIGHWAY 40, 40.7 FEET WEST OF 70TH AVENUE NORTHEAST, 36 FEET
 DM4338'SOUTH OF FIELD ENTRANCE, 1.0 FOOT SOUTH OF WITNESS POST.
 DM4338
 DM4338                          STATION RECOVERY (2021)
 DM4338
 DM4338'RECOVERY NOTE BY MN DEPT OF TRANSP 2021 (TJD)
 DM4338'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DM4337 ***********************************************************************
 DM4337  DESIGNATION -  1210 N
 DM4337  PID         -  DM4337
 DM4337  STATE/COUNTY-  MN/CHIPPEWA
 DM4337  COUNTRY     -  US
 DM4337  USGS QUAD   -  KERKHOVEN SW (2019)
 DM4337
 DM4337                         *CURRENT SURVEY CONTROL
 DM4337  ______________________________________________________________________
 DM4337* NAD 83(1986) POSITION- 45 06 30.81   (N) 095 25 53.05   (W)   HD_HELD1
 DM4337* NAVD 88 ORTHO HEIGHT -   318.389 (meters)     1044.58  (feet) ADJUSTED
 DM4337  ______________________________________________________________________
 DM4337  GEOID HEIGHT    -        -26.522 (meters)                     GEOID18
 DM4337  DYNAMIC HEIGHT  -        318.368 (meters)     1044.51  (feet) COMP
 DM4337  MODELED GRAVITY -    980,539.6   (mgal)                       NAVD 88
 DM4337
 DM4337  VERT ORDER      -  SECOND    CLASS I
 DM4337
 DM4337.The horizontal coordinates were determined by differentially corrected
 DM4337.hand held GPS observations or other comparable positioning techniques
 DM4337.and have an estimated accuracy of +/- 3 meters.
 DM4337
 DM4337.The orthometric height was determined by differential leveling and
 DM4337.adjusted by the NATIONAL GEODETIC SURVEY
 DM4337.in February 2011.
 DM4337
 DM4337.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM4337.GEOID18 height accuracy estimate available here.
 DM4337
 DM4337.Click photographs - Photos may exist for this station.
 DM4337
 DM4337.The dynamic height is computed by dividing the NAVD 88
 DM4337.geopotential number by the normal gravity value computed on the
 DM4337.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM4337.degrees latitude (g = 980.6199 gals.).
 DM4337
 DM4337.The modeled gravity was interpolated from observed gravity values.
 DM4337
 DM4337;                    North         East    Units  Estimated Accuracy
 DM4337;SPC MN S     -   335,277.0     687,360.0     MT  (+/- 3 meters HH1 GPS) 
 DM4337
 DM4337_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUK0873097885(NAD 83)
 DM4337
 DM4337                          SUPERSEDED SURVEY CONTROL
 DM4337
 DM4337.No superseded survey control is available for this station.
 DM4337
 DM4337_MARKER: DD = SURVEY DISK
 DM4337_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DM4337_STAMPING: 1210 N 2006
 DM4337_MARK LOGO: MNDT
 DM4337_PROJECTION: RECESSED 10 CENTIMETERS
 DM4337_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DM4337_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DM4337_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DM4337+SATELLITE: SATELLITE OBSERVATIONS - July 09, 2013
 DM4337_ROD/PIPE-DEPTH: 7.6 meters
 DM4337
 DM4337  HISTORY     - Date     Condition        Report By
 DM4337  HISTORY     - 20060920 MONUMENTED       MNDT
 DM4337  HISTORY     - 20130709 GOOD             MNDT
 DM4337
 DM4337                          STATION DESCRIPTION
 DM4337
 DM4337'DESCRIBED BY MN DEPT OF TRANSP 2006
 DM4337'THE STATION IS LOCATED ABOUT 8.3 MI (13.4 KM) EAST-NORTHEAST OF
 DM4337'GRACELOCK, 8.2 MI (13.2 KM) SOUTH-SOUTHWEST OF MURDOCK AND 8.0 MI
 DM4337'(12.9 KM) SOUTHWEST OF KERKHOVEN.
 DM4337'
 DM4337'TO REACH TO THE MARK GO 23.6 MI (38.0 KM) EAST ALONG TRUNK HIGHWAY 40
 DM4337'FROM THE JUNCTION OF TRUNK HIGHWAY 40 AND TRUNK HIGHWAY 7/59 IN MILAN,
 DM4337'AT TRUNK HIGHWAY 40 MILE POINT 55.70, 57.7 FT (17.6 M) SOUTH OF TRUNK
 DM4337'HIGHWAY 40, 34.0 FT (10.4 M) WEST OF 80TH AVENUE NORTHEAST, 14.0 FT
 DM4337'(4.3 M) NORTH OF CABLE BOX, 1.0 FT (0.3 M) NORTH OF A WITNESS POST.
 DM4337
 DM4337                          STATION RECOVERY (2013)
 DM4337
 DM4337'RECOVERY NOTE BY MN DEPT OF TRANSP 2013 (DAS)
 DM4337'1.42 MI (2.3 KM) NORTHEAST OF LOURISTON, 1.0 MI (1.6 KM) NORTH ALONG
 DM4337'70TH AVENUE NORTHEAST  FROM THE JUNCTION OF 70TH AVENUE NORTHEAST AND
 DM4337'50TH STREET NORTHEAST IN LOURISTON, THEN 1.0 MI (1.6 KM) EAST ALONG
 DM4337'TRUNK HIGHWAY 40, AT TRUNK HIGHWAY 40 MILE POINT 55.70, 57.7 FT (17.6
 DM4337'M) SOUTH OF TRUNK HIGHWAY 40, 34.0 FT (10.4 M) WEST OF 80TH AVENUE
 DM4337'NORTHEAST, 14.0 FT (4.3 M) NORTH OF CABLE BOX, 1.0 FT (0.3 M) NORTH OF
 DM4337'A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DM4336 ***********************************************************************
 DM4336  DESIGNATION -  1210 P
 DM4336  PID         -  DM4336
 DM4336  STATE/COUNTY-  MN/CHIPPEWA
 DM4336  COUNTRY     -  US
 DM4336  USGS QUAD   -  KERKHOVEN SW (2019)
 DM4336
 DM4336                         *CURRENT SURVEY CONTROL
 DM4336  ______________________________________________________________________
 DM4336* NAD 83(2011) POSITION- 45 06 30.98584(N) 095 24 37.91518(W)   ADJUSTED
 DM4336* NAD 83(2011) ELLIP HT-   292.242 (meters)        (01/15/14)   ADJUSTED
 DM4336* NAD 83(2011) EPOCH   -  2010.00
 DM4336* NAVD 88 ORTHO HEIGHT -   318.783 (meters)     1045.87  (feet) ADJUSTED
 DM4336  ______________________________________________________________________
 DM4336  GEOID HEIGHT    -        -26.536 (meters)                     GEOID18
 DM4336  NAD 83(2011) X  -   -425,183.522 (meters)                     COMP
 DM4336  NAD 83(2011) Y  - -4,489,164.084 (meters)                     COMP
 DM4336  NAD 83(2011) Z  -  4,496,082.007 (meters)                     COMP
 DM4336  LAPLACE CORR    -         -1.78  (seconds)                    DEFLEC18
 DM4336  DYNAMIC HEIGHT  -        318.761 (meters)     1045.80  (feet) COMP
 DM4336  MODELED GRAVITY -    980,538.7   (mgal)                       NAVD 88
 DM4336
 DM4336  VERT ORDER      -  SECOND    CLASS I
 DM4336
 DM4336  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DM4336  Standards:
 DM4336         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DM4336            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DM4336  -------------------------------------------------------------------
 DM4336  NETWORK    0.76   1.45           0.33   0.29   0.74     -0.04526207
 DM4336  -------------------------------------------------------------------
 DM4336  Click here for local accuracies and other accuracy information.
 DM4336
 DM4336.The horizontal coordinates were established by GPS observations
 DM4336.and adjusted by the MN DEPT OF TRANSP in January 2014.
 DM4336
 DM4336.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DM4336.been affixed to the stable North American tectonic plate. See 
 DM4336.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DM4336
 DM4336.The horizontal coordinates are valid at the epoch date displayed above
 DM4336.which is a decimal equivalence of Year/Month/Day.
 DM4336
 DM4336.The orthometric height was determined by differential leveling and
 DM4336.adjusted by the NATIONAL GEODETIC SURVEY
 DM4336.in February 2011.
 DM4336
 DM4336.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM4336.GEOID18 height accuracy estimate available here.
 DM4336
 DM4336.Click photographs - Photos may exist for this station.
 DM4336
 DM4336.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DM4336
 DM4336.The Laplace correction was computed from DEFLEC18 derived deflections.
 DM4336
 DM4336.The ellipsoidal height was determined by GPS observations
 DM4336.and is referenced to NAD 83.
 DM4336
 DM4336.The dynamic height is computed by dividing the NAVD 88
 DM4336.geopotential number by the normal gravity value computed on the
 DM4336.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM4336.degrees latitude (g = 980.6199 gals.).
 DM4336
 DM4336.The modeled gravity was interpolated from observed gravity values.
 DM4336
 DM4336. The following values were computed from the NAD 83(2011) position.
 DM4336
 DM4336;                    North         East     Units Scale Factor Converg.
 DM4336;SPC MN S     -   335,253.919   689,002.256   MT  0.99997818   -0 59 19.3
 DM4336;SPC MN S     - 1,099,912.23  2,260,501.57   sFT  0.99997818   -0 59 19.3
 DM4336;UTM  15      - 4,997,842.206   310,372.604   MT  1.00004216   -1 42 29.7
 DM4336
 DM4336!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DM4336!SPC MN S     -   0.99995418  x   0.99997818  =   0.99993236
 DM4336!UTM  15      -   0.99995418  x   1.00004216  =   0.99999634
 DM4336
 DM4336_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUK1037297842(NAD 83)
 DM4336
 DM4336                          SUPERSEDED SURVEY CONTROL
 DM4336
 DM4336.No superseded survey control is available for this station.
 DM4336
 DM4336_MARKER: DD = SURVEY DISK
 DM4336_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DM4336_STAMPING: 1210 P 2006
 DM4336_MARK LOGO: MNDT
 DM4336_PROJECTION: FLUSH
 DM4336_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DM4336_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DM4336_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DM4336+SATELLITE: SATELLITE OBSERVATIONS - May 19, 2021
 DM4336_ROD/PIPE-DEPTH: 4.6 meters
 DM4336
 DM4336  HISTORY     - Date     Condition        Report By
 DM4336  HISTORY     - 20060920 MONUMENTED       MNDT
 DM4336  HISTORY     - 20131003 GOOD             MNDT
 DM4336  HISTORY     - 20210519 GOOD             MNDT
 DM4336
 DM4336                          STATION DESCRIPTION
 DM4336
 DM4336'DESCRIBED BY MN DEPT OF TRANSP 2006
 DM4336'THE STATION IS LOCATED ABOUT 9.2 MI (14.8 KM) EAST-NORTHEAST OF
 DM4336'GRACELOCK, 8.0 MI (12.9 KM) SOUTH OF MURDOCK AND 7.3 MI (11.7 KM)
 DM4336'SOUTHWEST OF KERKHOVEN.
 DM4336'
 DM4336'TO REACH TO THE MARK GO 24.6 MI (39.6 KM) EAST ALONG TRUNK HIGHWAY 40
 DM4336'FROM THE JUNCTION OF TRUNK HIGHWAY 40 AND TRUNK HIGHWAY 7/59 IN MILAN,
 DM4336'AT TRUNK HIGHWAY 40 MILE POINT 56.70, 74.5 FT (22.7 M) SOUTH OF TRUNK
 DM4336'HIGHWAY 40, 57.0 FT (17.4 M) EAST OF 90TH AVENUE NORTHEAST, 2.7 FT
 DM4336'(0.8 M) EAST OF CUT OFF POWER POLE, 1.0 FT (0.3 M) NORTH OF A WITNESS
 DM4336'POST.
 DM4336
 DM4336                          STATION RECOVERY (2013)
 DM4336
 DM4336'RECOVERY NOTE BY MN DEPT OF TRANSP 2013 (MPP)
 DM4336'2.24 MILES NORTHEAST OF LOURISTON, 1.0 MILE NORTH ON 70TH AVENUE
 DM4336'NORTHEAST FROM THE JUNCTION OF 70TH AVENUE NORTHEAST AND 50TH STREET
 DM4336'NORTHEAST IN LOURISTON, THEN 2.0 MILES EAST ON TRUNK HIGHWAY 40, AT
 DM4336'TRUNK HIGHWAY 40 MILEPOINT 56.70, 74.5 FEET SOUTH OF TRUNK HIGHWAY 40,
 DM4336'57.0 FEET EAST OF (COUNTY ROAD 3) 90TH AVENUE NORTHEAST, 2.7 FEET EAST
 DM4336'OF CUT OFF POWER POLE, 1.0 FOOT NORTH OF WITNESS POST.
 DM4336
 DM4336                          STATION RECOVERY (2021)
 DM4336
 DM4336'RECOVERY NOTE BY MN DEPT OF TRANSP 2021 (TJD)
 DM4336'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DM4335 ***********************************************************************
 DM4335  DESIGNATION -  1210 Q
 DM4335  PID         -  DM4335
 DM4335  STATE/COUNTY-  MN/CHIPPEWA
 DM4335  COUNTRY     -  US
 DM4335  USGS QUAD   -  KERKHOVEN SW (2019)
 DM4335
 DM4335                         *CURRENT SURVEY CONTROL
 DM4335  ______________________________________________________________________
 DM4335* NAD 83(1986) POSITION- 45 06 33.58   (N) 095 23 24.34   (W)   HD_HELD1
 DM4335* NAVD 88 ORTHO HEIGHT -   321.427 (meters)     1054.55  (feet) ADJUSTED
 DM4335  ______________________________________________________________________
 DM4335  GEOID HEIGHT    -        -26.550 (meters)                     GEOID18
 DM4335  DYNAMIC HEIGHT  -        321.404 (meters)     1054.47  (feet) COMP
 DM4335  MODELED GRAVITY -    980,537.7   (mgal)                       NAVD 88
 DM4335
 DM4335  VERT ORDER      -  SECOND    CLASS I
 DM4335
 DM4335.The horizontal coordinates were determined by differentially corrected
 DM4335.hand held GPS observations or other comparable positioning techniques
 DM4335.and have an estimated accuracy of +/- 3 meters.
 DM4335
 DM4335.The orthometric height was determined by differential leveling and
 DM4335.adjusted by the NATIONAL GEODETIC SURVEY
 DM4335.in February 2011.
 DM4335
 DM4335.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM4335.GEOID18 height accuracy estimate available here.
 DM4335
 DM4335.Click photographs - Photos may exist for this station.
 DM4335
 DM4335.The dynamic height is computed by dividing the NAVD 88
 DM4335.geopotential number by the normal gravity value computed on the
 DM4335.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM4335.degrees latitude (g = 980.6199 gals.).
 DM4335
 DM4335.The modeled gravity was interpolated from observed gravity values.
 DM4335
 DM4335;                    North         East    Units  Estimated Accuracy
 DM4335;SPC MN S     -   335,306.4     690,611.7     MT  (+/- 3 meters HH1 GPS) 
 DM4335
 DM4335_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUK1198297874(NAD 83)
 DM4335
 DM4335                          SUPERSEDED SURVEY CONTROL
 DM4335
 DM4335.No superseded survey control is available for this station.
 DM4335
 DM4335_MARKER: DD = SURVEY DISK
 DM4335_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DM4335_STAMPING: 1210 Q 2006
 DM4335_MARK LOGO: MNDT
 DM4335_PROJECTION: RECESSED 5 CENTIMETERS
 DM4335_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DM4335_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DM4335_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DM4335+SATELLITE: SATELLITE OBSERVATIONS - July 09, 2013
 DM4335_ROD/PIPE-DEPTH: 4.6 meters
 DM4335
 DM4335  HISTORY     - Date     Condition        Report By
 DM4335  HISTORY     - 20060914 MONUMENTED       MNDT
 DM4335  HISTORY     - 20130709 GOOD             MNDT
 DM4335
 DM4335                          STATION DESCRIPTION
 DM4335
 DM4335'DESCRIBED BY MN DEPT OF TRANSP 2006
 DM4335'THE STATION IS LOCATED ABOUT 9.8 MI (15.8 KM) NORTHWEST OF RAYMOND,
 DM4335'7.9 MI (12.7 KM) SOUTH OF MURDOCK AND 6.7 MI (10.8 KM) SOUTH-SOUTHWEST
 DM4335'OF KERKHOVEN.
 DM4335'
 DM4335'TO REACH TO THE MARK GO 25.6 MI (41.2 KM) EAST ALONG TRUNK HIGHWAY 40
 DM4335'FROM THE JUNCTION OF TRUNK HIGHWAY 40 AND TRUNK HIGHWAY 7/59 IN MILAN,
 DM4335'AT TRUNK HIGHWAY 40 MILE POINT 57.70, 76.8 FT (23.4 M) NORTH OF TRUNK
 DM4335'HIGHWAY 40, 30.7 FT (9.4 M) EAST OF 100TH AVENUE NORTHEAST, 14.0 FT
 DM4335'(4.3 M) SOUTH OF A FIELD ENTRANCE, 7.5 FT (2.3 M) NORTH OF CABLE BOX
 DM4335'NUMBER 7D, 1.0 FT (0.3 M) SOUTH OF A WITNESS POST.
 DM4335
 DM4335                          STATION RECOVERY (2013)
 DM4335
 DM4335'RECOVERY NOTE BY MN DEPT OF TRANSP 2013 (DAS)
 DM4335'3.18 MI (5.1 KM) EAST-NORTHEAST OF LOURISTON, 1.0 MI (1.6 KM) NORTH
 DM4335'ALONG 70TH AVENUE NORTHEAST  FROM THE JUNCTION OF 70TH AVENUE
 DM4335'NORTHEAST AND 50TH STREET NORTHEAST IN LOURISTON, THEN 3.0 MI (4.8 KM)
 DM4335'EAST ALONG TRUNK HIGHWAY 40, AT TRUNK HIGHWAY 40 MILE POINT 57.70,
 DM4335'76.8 FT (23.4 M) NORTH OF TRUNK HIGHWAY 40, 30.7 FT (9.4 M) EAST OF
 DM4335'100TH AVENUE NORTHEAST, 14.0 FT (4.3 M) SOUTH OF A FIELD ENTRANCE, 7.5
 DM4335'FT (2.3 M) NORTH OF CABLE BOX NUMBER 7D, 1.0 FT (0.3 M) SOUTH OF A
 DM4335'WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DM4334 ***********************************************************************
 DM4334  DESIGNATION -  1210 R
 DM4334  PID         -  DM4334
 DM4334  STATE/COUNTY-  MN/CHIPPEWA
 DM4334  COUNTRY     -  US
 DM4334  USGS QUAD   -  KERKHOVEN SE (2019)
 DM4334
 DM4334                         *CURRENT SURVEY CONTROL
 DM4334  ______________________________________________________________________
 DM4334* NAD 83(2011) POSITION- 45 06 32.03671(N) 095 21 00.04487(W)   ADJUSTED
 DM4334* NAD 83(2011) ELLIP HT-   297.543 (meters)        (01/15/14)   ADJUSTED
 DM4334* NAD 83(2011) EPOCH   -  2010.00
 DM4334* NAVD 88 ORTHO HEIGHT -   324.121 (meters)     1063.39  (feet) ADJUSTED
 DM4334  ______________________________________________________________________
 DM4334  GEOID HEIGHT    -        -26.577 (meters)                     GEOID18
 DM4334  NAD 83(2011) X  -   -420,439.744 (meters)                     COMP
 DM4334  NAD 83(2011) Y  - -4,489,591.527 (meters)                     COMP
 DM4334  NAD 83(2011) Z  -  4,496,108.659 (meters)                     COMP
 DM4334  LAPLACE CORR    -         -1.72  (seconds)                    DEFLEC18
 DM4334  DYNAMIC HEIGHT  -        324.097 (meters)     1063.31  (feet) COMP
 DM4334  MODELED GRAVITY -    980,535.4   (mgal)                       NAVD 88
 DM4334
 DM4334  VERT ORDER      -  SECOND    CLASS I
 DM4334
 DM4334  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DM4334  Standards:
 DM4334         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DM4334            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DM4334  -------------------------------------------------------------------
 DM4334  NETWORK    0.47   0.73           0.21   0.17   0.37      0.03820356
 DM4334  -------------------------------------------------------------------
 DM4334  Click here for local accuracies and other accuracy information.
 DM4334
 DM4334.The horizontal coordinates were established by GPS observations
 DM4334.and adjusted by the MN DEPT OF TRANSP in January 2014.
 DM4334
 DM4334.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DM4334.been affixed to the stable North American tectonic plate. See 
 DM4334.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DM4334
 DM4334.The horizontal coordinates are valid at the epoch date displayed above
 DM4334.which is a decimal equivalence of Year/Month/Day.
 DM4334
 DM4334.The orthometric height was determined by differential leveling and
 DM4334.adjusted by the NATIONAL GEODETIC SURVEY
 DM4334.in February 2011.
 DM4334
 DM4334.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM4334.GEOID18 height accuracy estimate available here.
 DM4334
 DM4334.Click photographs - Photos may exist for this station.
 DM4334
 DM4334.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DM4334
 DM4334.The Laplace correction was computed from DEFLEC18 derived deflections.
 DM4334
 DM4334.The ellipsoidal height was determined by GPS observations
 DM4334.and is referenced to NAD 83.
 DM4334
 DM4334.The dynamic height is computed by dividing the NAVD 88
 DM4334.geopotential number by the normal gravity value computed on the
 DM4334.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM4334.degrees latitude (g = 980.6199 gals.).
 DM4334
 DM4334.The modeled gravity was interpolated from observed gravity values.
 DM4334
 DM4334. The following values were computed from the NAD 83(2011) position.
 DM4334
 DM4334;                    North         East     Units Scale Factor Converg.
 DM4334;SPC MN S     -   335,205.939   693,764.758   MT  0.99997824   -0 56 46.5
 DM4334;SPC MN S     - 1,099,754.82  2,276,126.54   sFT  0.99997824   -0 56 46.5
 DM4334;UTM  15      - 4,997,734.435   315,134.381   MT  1.00002023   -1 39 55.2
 DM4334
 DM4334!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DM4334!SPC MN S     -   0.99995335  x   0.99997824  =   0.99993159
 DM4334!UTM  15      -   0.99995335  x   1.00002023  =   0.99997358
 DM4334
 DM4334_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUK1513497734(NAD 83)
 DM4334
 DM4334                          SUPERSEDED SURVEY CONTROL
 DM4334
 DM4334.No superseded survey control is available for this station.
 DM4334
 DM4334_MARKER: DD = SURVEY DISK
 DM4334_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DM4334_STAMPING: 1210 R 2006
 DM4334_MARK LOGO: MNDT
 DM4334_PROJECTION: RECESSED 5 CENTIMETERS
 DM4334_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DM4334_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DM4334_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DM4334+SATELLITE: SATELLITE OBSERVATIONS - May 19, 2021
 DM4334_ROD/PIPE-DEPTH: 6.1 meters
 DM4334
 DM4334  HISTORY     - Date     Condition        Report By
 DM4334  HISTORY     - 20060914 MONUMENTED       MNDT
 DM4334  HISTORY     - 20130828 GOOD             MNDT
 DM4334  HISTORY     - 20210519 GOOD             MNDT
 DM4334
 DM4334                          STATION DESCRIPTION
 DM4334
 DM4334'DESCRIBED BY MN DEPT OF TRANSP 2006
 DM4334'THE STATION IS LOCATED ABOUT 8.4 MI (13.5 KM) NORTHWEST OF RAYMOND,
 DM4334'8.2 MI (13.2 KM) SOUTH-SOUTHEAST OF MURDOCK AND 6.0 MI (9.7 KM)
 DM4334'SOUTH-SOUTHWEST OF KERKHOVEN.
 DM4334'
 DM4334'TO REACH TO THE MARK GO 27.60 MI (44.4 KM) EAST ALONG TRUNK HIGHWAY 40
 DM4334'FROM THE JUNCTION OF TRUNK HIGHWAY 40 AND TRUNK HIGHWAY 7 IN MILAN, AT
 DM4334'TRUNK HIGHWAY 40 MILE POINT 59.7, 70.4 FT (21.5 M) SOUTH OF TRUNK
 DM4334'HIGHWAY 40, 35.5 FT (10.8 M) WEST OF 120TH AVENUE NORTHEAST, 18.0 FT
 DM4334'(5.5 M) NORTH OF A FIELD ENTRANCE, 1.0 FT (0.3 M) SOUTH OF A WITNESS
 DM4334'POST.
 DM4334
 DM4334                          STATION RECOVERY (2013)
 DM4334
 DM4334'RECOVERY NOTE BY MN DEPT OF TRANSP 2013 (TXR)
 DM4334'5.07 MILES EAST-NORTHEAST OF LOURISTON, 1.0 MILE NORTH ON 70TH AVENUE
 DM4334'NORTHEAST FROM THE JUNCTION OF 70TH AVENUE NORTHEAST AND 50TH STREET
 DM4334'NORTHEAST IN LOURISTON, THEN 5.0 MILES EAST ON TRUNK HIGHWAY 40, AT
 DM4334'TRUNK HIGHWAY 40 MILEPOINT 59.7, 70.4 FEET SOUTH OF TRUNK HIGHWAY 40,
 DM4334'35.5 FEET WEST OF 120TH AVENUE NORTHEAST, 18.0 FEET NORTH OF FIELD
 DM4334'ENTRANCE, 1.0 FOOT SOUTH OF WITNESS POST.
 DM4334
 DM4334                          STATION RECOVERY (2021)
 DM4334
 DM4334'RECOVERY NOTE BY MN DEPT OF TRANSP 2021 (TJD)
 DM4334'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DM4333 ***********************************************************************
 DM4333  DESIGNATION -  1210 S
 DM4333  PID         -  DM4333
 DM4333  STATE/COUNTY-  MN/CHIPPEWA
 DM4333  COUNTRY     -  US
 DM4333  USGS QUAD   -  KERKHOVEN SE (2019)
 DM4333
 DM4333                         *CURRENT SURVEY CONTROL
 DM4333  ______________________________________________________________________
 DM4333* NAD 83(2011) POSITION- 45 06 33.76531(N) 095 19 44.53220(W)   ADJUSTED
 DM4333* NAD 83(2011) ELLIP HT-   299.352 (meters)        (01/15/14)   ADJUSTED
 DM4333* NAD 83(2011) EPOCH   -  2010.00
 DM4333* NAVD 88 ORTHO HEIGHT -   325.939 (meters)     1069.35  (feet) ADJUSTED
 DM4333  ______________________________________________________________________
 DM4333  GEOID HEIGHT    -        -26.590 (meters)                     GEOID18
 DM4333  NAD 83(2011) X  -   -418,792.703 (meters)                     COMP
 DM4333  NAD 83(2011) Y  - -4,489,708.775 (meters)                     COMP
 DM4333  NAD 83(2011) Z  -  4,496,147.603 (meters)                     COMP
 DM4333  LAPLACE CORR    -         -1.60  (seconds)                    DEFLEC18
 DM4333  DYNAMIC HEIGHT  -        325.915 (meters)     1069.27  (feet) COMP
 DM4333  MODELED GRAVITY -    980,534.2   (mgal)                       NAVD 88
 DM4333
 DM4333  VERT ORDER      -  SECOND    CLASS I
 DM4333
 DM4333  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DM4333  Standards:
 DM4333         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DM4333            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DM4333  -------------------------------------------------------------------
 DM4333  NETWORK    0.61   1.08           0.27   0.22   0.55      0.06449538
 DM4333  -------------------------------------------------------------------
 DM4333  Click here for local accuracies and other accuracy information.
 DM4333
 DM4333.The horizontal coordinates were established by GPS observations
 DM4333.and adjusted by the MN DEPT OF TRANSP in January 2014.
 DM4333
 DM4333.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DM4333.been affixed to the stable North American tectonic plate. See 
 DM4333.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DM4333
 DM4333.The horizontal coordinates are valid at the epoch date displayed above
 DM4333.which is a decimal equivalence of Year/Month/Day.
 DM4333
 DM4333.The orthometric height was determined by differential leveling and
 DM4333.adjusted by the NATIONAL GEODETIC SURVEY
 DM4333.in February 2011.
 DM4333
 DM4333.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM4333.GEOID18 height accuracy estimate available here.
 DM4333
 DM4333.Click photographs - Photos may exist for this station.
 DM4333
 DM4333.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DM4333
 DM4333.The Laplace correction was computed from DEFLEC18 derived deflections.
 DM4333
 DM4333.The ellipsoidal height was determined by GPS observations
 DM4333.and is referenced to NAD 83.
 DM4333
 DM4333.The dynamic height is computed by dividing the NAVD 88
 DM4333.geopotential number by the normal gravity value computed on the
 DM4333.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM4333.degrees latitude (g = 980.6199 gals.).
 DM4333
 DM4333.The modeled gravity was interpolated from observed gravity values.
 DM4333
 DM4333. The following values were computed from the NAD 83(2011) position.
 DM4333
 DM4333;                    North         East     Units Scale Factor Converg.
 DM4333;SPC MN S     -   335,232.245   695,416.103   MT  0.99997833   -0 55 53.6
 DM4333;SPC MN S     - 1,099,841.12  2,281,544.33   sFT  0.99997833   -0 55 53.6
 DM4333;UTM  15      - 4,997,740.017   316,785.989   MT  1.00001276   -1 39 01.7
 DM4333
 DM4333!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DM4333!SPC MN S     -   0.99995307  x   0.99997833  =   0.99993140
 DM4333!UTM  15      -   0.99995307  x   1.00001276  =   0.99996583
 DM4333
 DM4333_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUK1678597740(NAD 83)
 DM4333
 DM4333                          SUPERSEDED SURVEY CONTROL
 DM4333
 DM4333.No superseded survey control is available for this station.
 DM4333
 DM4333_MARKER: DD = SURVEY DISK
 DM4333_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DM4333_STAMPING: 1210 S 2006
 DM4333_MARK LOGO: MNDT
 DM4333_PROJECTION: RECESSED 8 CENTIMETERS
 DM4333_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DM4333_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DM4333_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DM4333+SATELLITE: SATELLITE OBSERVATIONS - May 19, 2021
 DM4333_ROD/PIPE-DEPTH: 4.6 meters
 DM4333
 DM4333  HISTORY     - Date     Condition        Report By
 DM4333  HISTORY     - 20060914 MONUMENTED       MNDT
 DM4333  HISTORY     - 20130828 GOOD             MNDT
 DM4333  HISTORY     - 20210519 GOOD             MNDT
 DM4333
 DM4333                          STATION DESCRIPTION
 DM4333
 DM4333'DESCRIBED BY MN DEPT OF TRANSP 2006
 DM4333'THE STATION IS LOCATED ABOUT 7.9 MI (12.7 KM) WEST-SOUTHWEST OF
 DM4333'PENNOCK, 7.8 MI (12.6 KM) NORTHWEST OF RAYMOND AND 5.8 MI (9.3 KM)
 DM4333'SOUTH OF KERKHOVEN.
 DM4333'
 DM4333'TO REACH TO THE MARK GO 28.65 MI (46.1 KM) EAST ALONG TRUNK HIGHWAY 40
 DM4333'FROM THE JUNCTION OF TRUNK HIGHWAY 40 AND TRUNK HIGHWAY 7/59 IN MILAN,
 DM4333'AT TRUNK HIGHWAY 40 MILE POINT 60.75, 99.0 FT (30.2 M) NORTH OF TRUNK
 DM4333'HIGHWAY 40, 46.7 FT (14.2 M) EAST OF 130TH AVENUE NORTHEAST, 39.3 FT
 DM4333'(12.0 M) SOUTH OF POWER-POLE WITH GUY WIRE, 1.0 FT (0.3 M) SOUTH OF A
 DM4333'WITNESS POST.
 DM4333
 DM4333                          STATION RECOVERY (2013)
 DM4333
 DM4333'RECOVERY NOTE BY MN DEPT OF TRANSP 2013 (JXJ)
 DM4333'6.09 MILES EAST-NORTHEAST OF LOURISTON, 1.0 MILE NORTH ON 70TH AVENUE
 DM4333'NORTHEAST FROM THE JUNCTION OF 70TH AVENUE NORTHEAST AND 50TH STREET
 DM4333'NORTHEAST IN LOURISTON, THEN 6.0 MILES EAST ON TRUNK HIGHWAY 40, AT
 DM4333'TRUNK HIGHWAY 40 MILEPOINT 60.75, 99.0 FEET NORTH OF TRUNK HIGHWAY 40,
 DM4333'46.7 FEET EAST OF 130TH AVENUE NORTHEAST, 39.3 FEET SOUTH OF POWER
 DM4333'POLE WITH GUY WIRE, 1.0 FOOT SOUTH OF WITNESS POST.
 DM4333
 DM4333                          STATION RECOVERY (2021)
 DM4333
 DM4333'RECOVERY NOTE BY MN DEPT OF TRANSP 2021 (TJD)
 DM4333'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DM4331 ***********************************************************************
 DM4331  DESIGNATION -  1210 T
 DM4331  PID         -  DM4331
 DM4331  STATE/COUNTY-  MN/CHIPPEWA
 DM4331  COUNTRY     -  US
 DM4331  USGS QUAD   -  KERKHOVEN SE (2019)
 DM4331
 DM4331                         *CURRENT SURVEY CONTROL
 DM4331  ______________________________________________________________________
 DM4331* NAD 83(2011) POSITION- 45 06 33.10130(N) 095 16 02.12623(W)   ADJUSTED
 DM4331* NAD 83(2011) ELLIP HT-   307.642 (meters)        (01/15/14)   ADJUSTED
 DM4331* NAD 83(2011) EPOCH   -  2010.00
 DM4331* NAVD 88 ORTHO HEIGHT -   334.272 (meters)     1096.69  (feet) ADJUSTED
 DM4331  ______________________________________________________________________
 DM4331  GEOID HEIGHT    -        -26.627 (meters)                     GEOID18
 DM4331  NAD 83(2011) X  -   -413,953.282 (meters)                     COMP
 DM4331  NAD 83(2011) Y  - -4,490,178.018 (meters)                     COMP
 DM4331  NAD 83(2011) Z  -  4,496,139.009 (meters)                     COMP
 DM4331  LAPLACE CORR    -         -1.81  (seconds)                    DEFLEC18
 DM4331  DYNAMIC HEIGHT  -        334.246 (meters)     1096.61  (feet) COMP
 DM4331  MODELED GRAVITY -    980,531.2   (mgal)                       NAVD 88
 DM4331
 DM4331  VERT ORDER      -  SECOND    CLASS I
 DM4331
 DM4331  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DM4331  Standards:
 DM4331         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DM4331            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DM4331  -------------------------------------------------------------------
 DM4331  NETWORK    0.88   0.98           0.40   0.29   0.50      0.26883772
 DM4331  -------------------------------------------------------------------
 DM4331  Click here for local accuracies and other accuracy information.
 DM4331
 DM4331.The horizontal coordinates were established by GPS observations
 DM4331.and adjusted by the MN DEPT OF TRANSP in January 2014.
 DM4331
 DM4331.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DM4331.been affixed to the stable North American tectonic plate. See 
 DM4331.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DM4331
 DM4331.The horizontal coordinates are valid at the epoch date displayed above
 DM4331.which is a decimal equivalence of Year/Month/Day.
 DM4331
 DM4331.The orthometric height was determined by differential leveling and
 DM4331.adjusted by the NATIONAL GEODETIC SURVEY
 DM4331.in February 2011.
 DM4331
 DM4331.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM4331.GEOID18 height accuracy estimate available here.
 DM4331
 DM4331.Click photographs - Photos may exist for this station.
 DM4331
 DM4331.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DM4331
 DM4331.The Laplace correction was computed from DEFLEC18 derived deflections.
 DM4331
 DM4331.The ellipsoidal height was determined by GPS observations
 DM4331.and is referenced to NAD 83.
 DM4331
 DM4331.The dynamic height is computed by dividing the NAVD 88
 DM4331.geopotential number by the normal gravity value computed on the
 DM4331.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM4331.degrees latitude (g = 980.6199 gals.).
 DM4331
 DM4331.The modeled gravity was interpolated from observed gravity values.
 DM4331
 DM4331. The following values were computed from the NAD 83(2011) position.
 DM4331
 DM4331;                    North         East     Units Scale Factor Converg.
 DM4331;SPC MN S     -   335,134.544   700,276.903   MT  0.99997829   -0 53 17.7
 DM4331;SPC MN S     - 1,099,520.58  2,297,491.81   sFT  0.99997829   -0 53 17.7
 DM4331;UTM  15      - 4,997,581.353   321,645.296   MT  0.99999115   -1 36 24.0
 DM4331
 DM4331!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DM4331!SPC MN S     -   0.99995177  x   0.99997829  =   0.99993006
 DM4331!UTM  15      -   0.99995177  x   0.99999115  =   0.99994292
 DM4331
 DM4331_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUK2164597581(NAD 83)
 DM4331
 DM4331                          SUPERSEDED SURVEY CONTROL
 DM4331
 DM4331.No superseded survey control is available for this station.
 DM4331
 DM4331_MARKER: DD = SURVEY DISK
 DM4331_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DM4331_STAMPING: 1210 T 2006
 DM4331_MARK LOGO: MNDT
 DM4331_PROJECTION: RECESSED 10 CENTIMETERS
 DM4331_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DM4331_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DM4331_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DM4331+SATELLITE: SATELLITE OBSERVATIONS - August 28, 2013
 DM4331_ROD/PIPE-DEPTH: 4.6 meters
 DM4331
 DM4331  HISTORY     - Date     Condition        Report By
 DM4331  HISTORY     - 20060914 MONUMENTED       MNDT
 DM4331  HISTORY     - 20130828 GOOD             MNDT
 DM4331
 DM4331                          STATION DESCRIPTION
 DM4331
 DM4331'DESCRIBED BY MN DEPT OF TRANSP 2006
 DM4331'THE STATION IS LOCATED ABOUT 6.6 MI (10.6 KM) NORTH-NORTHWEST OF
 DM4331'RAYMOND, 6.3 MI (10.1 KM) SOUTH-SOUTHEAST OF KERKHOVEN AND 5.2 MI (8.4
 DM4331'KM) WEST-SOUTHWEST OF PENNOCK.
 DM4331'
 DM4331'TO REACH TO THE MARK GO 29.70 MI (47.8 KM) EAST ALONG TRUNK HIGHWAY 40
 DM4331'FROM THE JUNCTION OF TRUNK HIGHWAY 40 AND TRUNK HIGHWAY 7 IN MILAN, AT
 DM4331'TRUNK HIGHWAY 40 MILE POINT 63.7, 75.3 FT (23.0 M) NORTH OF TRUNK
 DM4331'HIGHWAY 40, 45.5 FT (13.9 M) EAST OF 160TH AVENUE NORTHEAST, 22.5 FT
 DM4331'(6.9 M) SOUTH OF A FIELD ENTRANCE, 1.0 FT (0.3 M) WEST OF A WITNESS
 DM4331'POST.
 DM4331
 DM4331                          STATION RECOVERY (2013)
 DM4331
 DM4331'RECOVERY NOTE BY MN DEPT OF TRANSP 2013 (TXR)
 DM4331'6.3 MILES SOUTHEAST OF KERKHOVEN, 3.13 MILES SOUTHEAST ON TRUNK
 DM4331'HIGHWAY 12 FROM THE JUNCTION OF TRUNK HIGHWAY 12 AND COUNTY ROAD 35 IN
 DM4331'KERKHOVEN, THEN 1.3 MILES SOUTH ON 170TH AVENUE SOUTHEAST, THEN 2.98
 DM4331'MILES CONTINUE SOUTH ON 160TH AVENUE NORTHEAST, AT TRUNK HIGHWAY 40
 DM4331'MILEPOINT 63.7, 75.3 FEET NORTH OF TRUNK HIGHWAY 40, 45.5 FEET EAST OF
 DM4331'160TH AVENUE NORTHEAST, 22.5 FEET SOUTH OF FIELD ENTRANCE, 1.0 FOOT
 DM4331'WEST OF WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 PQ1321 ***********************************************************************
 PQ1321  DESIGNATION -  1211 A
 PQ1321  PID         -  PQ1321
 PQ1321  STATE/COUNTY-  MN/CHIPPEWA
 PQ1321  COUNTRY     -  US
 PQ1321  USGS QUAD   -  GRANITE FALLS (2019)
 PQ1321
 PQ1321                         *CURRENT SURVEY CONTROL
 PQ1321  ______________________________________________________________________
 PQ1321* NAD 83(1986) POSITION- 44 48 21.     (N) 095 31 56.     (W)   SCALED
 PQ1321* NAVD 88 ORTHO HEIGHT -   283.686 (meters)      930.73  (feet) ADJUSTED
 PQ1321  ______________________________________________________________________
 PQ1321  GEOID HEIGHT    -        -26.727 (meters)                     GEOID18
 PQ1321  DYNAMIC HEIGHT  -        283.659 (meters)      930.64  (feet) COMP
 PQ1321  MODELED GRAVITY -    980,516.1   (mgal)                       NAVD 88
 PQ1321
 PQ1321  VERT ORDER      -  SECOND    CLASS I
 PQ1321
 PQ1321.The horizontal coordinates were scaled from a map and have
 PQ1321.an estimated accuracy of +/- 6 seconds.
 PQ1321
 PQ1321.The orthometric height was determined by differential leveling and
 PQ1321.adjusted by the NATIONAL GEODETIC SURVEY
 PQ1321.in June 1995.
 PQ1321
 PQ1321.Significant digits in the geoid height do not necessarily reflect accuracy.
 PQ1321.GEOID18 height accuracy estimate available here.
 PQ1321
 PQ1321.Click photographs - Photos may exist for this station.
 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.      678,800.      MT  (+/- 180 meters Scaled)
 PQ1321
 PQ1321_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTK997645(NAD 83)
 PQ1321
 PQ1321                          SUPERSEDED SURVEY CONTROL
 PQ1321
 PQ1321.No superseded survey control is available for this station.
 PQ1321
 PQ1321_MARKER: DV = VERTICAL CONTROL DISK
 PQ1321_SETTING: 66 = SET IN ROCK OUTCROP
 PQ1321_STAMPING: 1211 A 1983
 PQ1321_MARK LOGO: MNDT
 PQ1321_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 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  HISTORY     - 20090528 MARK NOT FOUND   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.
 PQ1321
 PQ1321                          STATION RECOVERY (2009)
 PQ1321
 PQ1321'RECOVERY NOTE BY MN DEPT OF TRANSP 2009 (KMS)
 PQ1321'AFTER A THOROUGH FIELD SEARCH, MARK WAS NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 PQ1322 ***********************************************************************
 PQ1322  DESIGNATION -  1211 C
 PQ1322  PID         -  PQ1322
 PQ1322  STATE/COUNTY-  MN/CHIPPEWA
 PQ1322  COUNTRY     -  US
 PQ1322  USGS QUAD   -  GRANITE FALLS (2019)
 PQ1322
 PQ1322                         *CURRENT SURVEY CONTROL
 PQ1322  ______________________________________________________________________
 PQ1322* NAD 83(1986) POSITION- 44 47 50.19   (N) 095 30 25.83   (W)   HD_HELD1
 PQ1322* NAVD 88 ORTHO HEIGHT -   304.643 (meters)      999.48  (feet) ADJUSTED
 PQ1322  ______________________________________________________________________
 PQ1322  GEOID HEIGHT    -        -26.784 (meters)                     GEOID18
 PQ1322  DYNAMIC HEIGHT  -        304.613 (meters)      999.38  (feet) COMP
 PQ1322  MODELED GRAVITY -    980,511.7   (mgal)                       NAVD 88
 PQ1322
 PQ1322  VERT ORDER      -  SECOND    CLASS I
 PQ1322
 PQ1322.The horizontal coordinates were determined by differentially corrected
 PQ1322.hand held GPS observations or other comparable positioning techniques
 PQ1322.and have an estimated accuracy of +/- 3 meters.
 PQ1322
 PQ1322.The orthometric height was determined by differential leveling and
 PQ1322.adjusted by the NATIONAL GEODETIC SURVEY
 PQ1322.in December 2013.
 PQ1322
 PQ1322.Significant digits in the geoid height do not necessarily reflect accuracy.
 PQ1322.GEOID18 height accuracy estimate available here.
 PQ1322
 PQ1322.Click photographs - Photos may exist for this station.
 PQ1322
 PQ1322.The dynamic height is computed by dividing the NAVD 88
 PQ1322.geopotential number by the normal gravity value computed on the
 PQ1322.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PQ1322.degrees latitude (g = 980.6199 gals.).
 PQ1322
 PQ1322.The modeled gravity was interpolated from observed gravity values.
 PQ1322
 PQ1322;                    North         East    Units  Estimated Accuracy
 PQ1322;SPC MN S     -   300,798.5     680,760.2     MT  (+/- 3 meters HH1 GPS) 
 PQ1322
 PQ1322_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUK0170063488(NAD 83)
 PQ1322
 PQ1322                          SUPERSEDED SURVEY CONTROL
 PQ1322
 PQ1322  NAVD 88 (06/15/95)  304.644  (m)          999.49   (f) SUPERSEDED  2 1
 PQ1322
 PQ1322.Superseded values are not recommended for survey control.
 PQ1322
 PQ1322.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PQ1322.See file dsdata.pdf to determine how the superseded data were derived.
 PQ1322
 PQ1322_MARKER: DV = VERTICAL CONTROL DISK
 PQ1322_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 PQ1322_STAMPING: 1211 C 1983
 PQ1322_MARK LOGO: MNDT
 PQ1322_PROJECTION: FLUSH
 PQ1322_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 PQ1322_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PQ1322_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 PQ1322+SATELLITE: SATELLITE OBSERVATIONS - March 28, 2016
 PQ1322
 PQ1322  HISTORY     - Date     Condition        Report By
 PQ1322  HISTORY     - 19830401 MONUMENTED       MNDT
 PQ1322  HISTORY     - 20030826 MARK NOT FOUND   MNDT
 PQ1322  HISTORY     - 20090514 GOOD             MNDT
 PQ1322  HISTORY     - 20090806 GOOD             GEOCAC
 PQ1322  HISTORY     - 20160328 GOOD             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
 PQ1322
 PQ1322                          STATION RECOVERY (2009)
 PQ1322
 PQ1322'RECOVERY NOTE BY MN DEPT OF TRANSP 2009 (WAS)
 PQ1322'THE STATION IS LOCATED ABOUT 7.7 MI (12.4 KM) WEST OF SACRED HEART.
 PQ1322'
 PQ1322'TO REACH THE MARK GO 5.8 MI (9.3 KM) SOUTH-SOUTHEAST OF ASBURY AND 2.1
 PQ1322'MI (3.4 KM) EAST-SOUTHEAST OF GRANITE FALLS.
 PQ1322'
 PQ1322'IT IS 2.4 MI (3.9 KM) SOUTHEAST OF GRANITE FALLS, 2.1 MI (3.4 KM) EAST
 PQ1322'ON TRUNK HIGHWAY 212 FROM THE JUNCTION OF TRUNK HIGHWAY 212 AND TRUNK
 PQ1322'HIGHWAY 23 IN GRANITE FALLS, AT EAST END OF REST AREA, AT TRUNK
 PQ1322'HIGHWAY 212 MILE POINT 51.15, APPROXIMATELY 200 FT (61.0 M) SOUTH OF
 PQ1322'TRUNK HIGHWAY 212, 33.4 FT (10.2 M) SOUTHEAST OF ROCKWALL ON OVERLOOK,
 PQ1322'53.0 FT (16.2 M) SOUTH OF CENTER OF ROAD AT OVERLOOK, 2.6 FT (0.8 M)
 PQ1322'NORTH OF POWER POLE.
 PQ1322
 PQ1322                          STATION RECOVERY (2009)
 PQ1322
 PQ1322'RECOVERY NOTE BY GEOCACHING 2009
 PQ1322'17.1 M (56 FT) SOUTHWEST OF TRUNK HIGHWAY 212, AT TRUNK HIGHWAY 212
 PQ1322'MILEPOINT 51.15, 9.9 M (32.6 FT) SOUTHEAST OF CORNER OF GRANITE WALL,
 PQ1322'0.8 M (2.6 FT) NORTH OF POWER POLE.
 PQ1322
 PQ1322                          STATION RECOVERY (2016)
 PQ1322
 PQ1322'RECOVERY NOTE BY MN DEPT OF TRANSP 2016 (SVS)
 PQ1322'THE MARK IS LOCATED ABOUT 2.4 MI (3.9 KM) SOUTHEAST OF GRANITE FALLS.
 PQ1322'
 PQ1322'TO REACH THE MARK GO 2.1 MI (3.4 KM) EAST ALONG TRUNK HIGHWAY 212 FROM
 PQ1322'THE JUNCTION OF TRUNK HIGHWAY 212 AND TRUNK HIGHWAY 23 IN GRANITE
 PQ1322'FALLS, AT EAST END OF REST AREA, AT TRUNK HIGHWAY 212 MILE POINT
 PQ1322'51.15.
 PQ1322'
 PQ1322'THE MARK IS LOCATED 162.0 FT (49.4 M) SOUTH OF EASTBOUND TRUNK HIGHWAY
 PQ1322'212, 33.4 FT (10.2 M) SOUTHEAST OF ROCKWALL ON OVERLOOK, 53.0 FT (16.2
 PQ1322'M) SOUTH OF CENTER OF ROAD AT OVERLOOK, 2.6 FT (0.8 M) NORTH OF POWER
 PQ1322'POLE.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 PQ1323 ***********************************************************************
 PQ1323  DESIGNATION -  1211 D
 PQ1323  PID         -  PQ1323
 PQ1323  STATE/COUNTY-  MN/CHIPPEWA
 PQ1323  COUNTRY     -  US
 PQ1323  USGS QUAD   -  MINNESOTA FALLS (2019)
 PQ1323
 PQ1323                         *CURRENT SURVEY CONTROL
 PQ1323  ______________________________________________________________________
 PQ1323* NAD 83(2011) POSITION- 44 47 44.53061(N) 095 29 58.68159(W)   ADJUSTED
 PQ1323* NAD 83(2011) ELLIP HT-   289.619 (meters)        (06/27/12)   ADJUSTED
 PQ1323* NAD 83(2011) EPOCH   -  2010.00
 PQ1323* NAVD 88 ORTHO HEIGHT -   316.406 (meters)     1038.08  (feet) ADJUSTED
 PQ1323  ______________________________________________________________________
 PQ1323  GEOID HEIGHT    -        -26.797 (meters)                     GEOID18
 PQ1323  NAD 83(2011) X  -   -434,518.691 (meters)                     COMP
 PQ1323  NAD 83(2011) Y  - -4,512,951.496 (meters)                     COMP
 PQ1323  NAD 83(2011) Z  -  4,471,470.092 (meters)                     COMP
 PQ1323  LAPLACE CORR    -         -2.61  (seconds)                    DEFLEC18
 PQ1323  DYNAMIC HEIGHT  -        316.376 (meters)     1037.98  (feet) COMP
 PQ1323  MODELED GRAVITY -    980,514.6   (mgal)                       NAVD 88
 PQ1323
 PQ1323  VERT ORDER      -  SECOND    CLASS I
 PQ1323
 PQ1323  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 PQ1323  Standards:
 PQ1323         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 PQ1323            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 PQ1323  -------------------------------------------------------------------
 PQ1323  NETWORK    0.33   0.39           0.15   0.11   0.20      0.00200222
 PQ1323  -------------------------------------------------------------------
 PQ1323  Click here for local accuracies and other accuracy information.
 PQ1323
 PQ1323.The horizontal coordinates were established by GPS observations
 PQ1323.and adjusted by the National Geodetic Survey in June 2012.
 PQ1323
 PQ1323.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 PQ1323.been affixed to the stable North American tectonic plate. See 
 PQ1323.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 PQ1323
 PQ1323.The horizontal coordinates are valid at the epoch date displayed above
 PQ1323.which is a decimal equivalence of Year/Month/Day.
 PQ1323
 PQ1323.The orthometric height was determined by differential leveling and
 PQ1323.adjusted by the NATIONAL GEODETIC SURVEY
 PQ1323.in December 2013.
 PQ1323
 PQ1323.Significant digits in the geoid height do not necessarily reflect accuracy.
 PQ1323.GEOID18 height accuracy estimate available here.
 PQ1323
 PQ1323.Click photographs - Photos may exist for this station.
 PQ1323
 PQ1323.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 PQ1323
 PQ1323.The Laplace correction was computed from DEFLEC18 derived deflections.
 PQ1323
 PQ1323.The ellipsoidal height was determined by GPS observations
 PQ1323.and is referenced to NAD 83.
 PQ1323
 PQ1323.The dynamic height is computed by dividing the NAVD 88
 PQ1323.geopotential number by the normal gravity value computed on the
 PQ1323.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PQ1323.degrees latitude (g = 980.6199 gals.).
 PQ1323
 PQ1323.The modeled gravity was interpolated from observed gravity values.
 PQ1323
 PQ1323. The following values were computed from the NAD 83(2011) position.
 PQ1323
 PQ1323;                    North         East     Units Scale Factor Converg.
 PQ1323;SPC MN S     -   300,612.864   681,353.533   MT  0.99993520   -1 03 04.1
 PQ1323;SPC MN S     -   986,260.70  2,235,407.38   sFT  0.99993520   -1 03 04.1
 PQ1323;UTM  15      - 4,963,295.618   302,291.241   MT  1.00008069   -1 45 42.3
 PQ1323
 PQ1323!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PQ1323!SPC MN S     -   0.99995459  x   0.99993520  =   0.99988980
 PQ1323!UTM  15      -   0.99995459  x   1.00008069  =   1.00003528
 PQ1323
 PQ1323:                Primary Azimuth Mark                     Grid Az
 PQ1323:SPC MN S     -  1211 E RESET                             090 50 08.2
 PQ1323:UTM  15      -  1211 E RESET                             091 32 46.4
 PQ1323
 PQ1323_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUK0229163295(NAD 83)
 PQ1323
 PQ1323|---------------------------------------------------------------------|
 PQ1323| PID    Reference Object                     Distance      Geod. Az  |
 PQ1323|                                                           dddmmss.s |
 PQ1323| DM3584 1211 E RESET                        APPROX. 1.3 KM 0894704.1 |
 PQ1323| PQ1324 1211 E                              APPROX. 1.3 KM 0894709.6 |
 PQ1323|---------------------------------------------------------------------|
 PQ1323
 PQ1323                          SUPERSEDED SURVEY CONTROL
 PQ1323
 PQ1323  NAD 83(2007)-  44 47 44.53074(N)    095 29 58.68197(W) AD(2002.00) 0
 PQ1323  ELLIP H (02/10/07)  289.651  (m)                       GP(2002.00)    
 PQ1323  NAD 83(1996)-  44 47 44.53023(N)    095 29 58.68157(W) AD(       ) 1
 PQ1323  ELLIP H (06/28/04)  289.674  (m)                       GP(       ) 4 1
 PQ1323  NAVD 88             316.41   (m)         1038.1    (f) LEVELING    3  
 PQ1323  NAVD 88             316.41   (m)         1038.1    (f) LEVELING    3  
 PQ1323  NAVD 88 (06/15/95)  316.414  (m)         1038.10   (f) SUPERSEDED  2 1
 PQ1323
 PQ1323.Superseded values are not recommended for survey control.
 PQ1323
 PQ1323.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PQ1323.See file dsdata.pdf to determine how the superseded data were derived.
 PQ1323
 PQ1323_MARKER: DV = VERTICAL CONTROL DISK
 PQ1323_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 PQ1323_STAMPING: 1211 D 1983
 PQ1323_MARK LOGO: MNDT
 PQ1323_PROJECTION: FLUSH
 PQ1323_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 PQ1323_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PQ1323_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 PQ1323+SATELLITE: SATELLITE OBSERVATIONS - March 28, 2016
 PQ1323
 PQ1323  HISTORY     - Date     Condition        Report By
 PQ1323  HISTORY     - 1983     MONUMENTED       MNDT
 PQ1323  HISTORY     - 20030826 GOOD             MNDT
 PQ1323  HISTORY     - 20090514 GOOD             MNDT
 PQ1323  HISTORY     - 20090514 GOOD             MNDT
 PQ1323  HISTORY     - 20101101 GOOD             MNDT
 PQ1323  HISTORY     - 20160328 GOOD             MNDT
 PQ1323
 PQ1323                          STATION DESCRIPTION
 PQ1323
 PQ1323'DESCRIBED BY MN DEPT OF TRANSP 1983
 PQ1323'THE MARK IS LOCATED ABOUT 2.5 MI (4.0 KM) EAST OF THE TOWN OF GRANITE
 PQ1323'FALLS, IN THE SW 1/4 OF SECTION 1, T115N, R39W, 2.45 MI (3.94 KM)
 PQ1323'EAST ALONG TRUNK HIGHWAY 212 FROM ITS JUNCTION WITH TRUNK HIGHWAY 23
 PQ1323'IN GRANITE FALLS, 245 FT (74.7 M) SOUTH OF THE CENTERLINE OF TRUNK
 PQ1323'HIGHWAY 212 AT MILEPOINT 51.55, 12 FT (3.7 M) WEST OF THE CENTER OF
 PQ1323'AN ENTRANCE, ABOUT 250 FT (76.2 M) NORTH OF A RADIO TOWER, 40.2 FT
 PQ1323'(12.3 M) NORTH OF A FENCE CORNER, 197 FT (60.0 M) SOUTH OF A POWER
 PQ1323'POLE, AND 2.3 FT (0.7 M) NORTH OF A POWER POLE.  THE MARK, A STANDARD
 PQ1323'MNDT ALUMINUM VERTICAL CONTROL MONUMENT DISK STAMPED---1211 D
 PQ1323'1983---, IS SET ON THE TOP OF A 3/4-INCH DIAMETER BY 10-FOOT LONG
 PQ1323'DRIVEN ALUMINUM ROD THAT IS FLUSH WITH THE SURFACE OF THE GROUND AND
 PQ1323'ABOUT LEVEL WITH THE ENTRANCE.  A MAGNET IN THE DISK MAKES THE MARK
 PQ1323'MAGNETIC.
 PQ1323
 PQ1323                          STATION RECOVERY (2003)
 PQ1323
 PQ1323'RECOVERY NOTE BY MN DEPT OF TRANSP 2003 (MPP)
 PQ1323'RECOVERED 2.45 MILES (3.94 KM) EAST OF THE JUNCTION OF TRUNK HIGHWAY
 PQ1323'212 AND TRUNK HIGHWAY 23 IN GRANITE FALLS TO TRUNK HIGHWAY 212
 PQ1323'MILEPOINT 51.55 THEN 245 FEET (74.7 M) SOUTH ON TOWER ROAD, 12 FEET
 PQ1323'(3.7 M) WEST OF THE CENTER OF ENTRANCE, 250 FEET (76.2 M) NORTH OF
 PQ1323'RADIO TOWER, 197 FEET (60.0 M) SOUTH OF POLE, 2.3 FEET (0.7 M) NORTH
 PQ1323'OF POLE, 3.4 FEET (1.0 M) NORTHWEST OF WITNESS POST, FLUSH, MAGNETIC.
 PQ1323
 PQ1323                          STATION RECOVERY (2009)
 PQ1323
 PQ1323'RECOVERY NOTE BY MN DEPT OF TRANSP 2009 (VAS)
 PQ1323'2.5 MILES SOUTHEAST OF GRANITE FALLS, 2.45 MILES EAST ON TRUNK HIGHWAY
 PQ1323'212 FROM THE JUNCTION OF TRUNK HIGHWAY 212 AND TRUNK HIGHWAY 23 IN
 PQ1323'GRANITE FALLS, 250 FEET NORTH OF RADIO TOWER, 245 FEET SOUTH OF TRUNK
 PQ1323'HIGHWAY 212 ON TOWER ROAD NUMBER 15085, 197 FEET SOUTH OF POWER POLE,
 PQ1323'12 FEET WEST OF ENTRANCE, 3.4 FEET NORTHWEST OF WITNESS POST, 2.3 FEET
 PQ1323'NORTH OF POWER POLE.
 PQ1323
 PQ1323                          STATION RECOVERY (2009)
 PQ1323
 PQ1323'RECOVERY NOTE BY MN DEPT OF TRANSP 2009 (WAS)
 PQ1323'RECOVERED AS DESCRIBED.
 PQ1323
 PQ1323                          STATION RECOVERY (2010)
 PQ1323
 PQ1323'RECOVERY NOTE BY MN DEPT OF TRANSP 2010 (WAS)
 PQ1323'RECOVERED IN GOOD CONDITION.
 PQ1323
 PQ1323                          STATION RECOVERY (2016)
 PQ1323
 PQ1323'RECOVERY NOTE BY MN DEPT OF TRANSP 2016 (SVS)
 PQ1323'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DM3584 ***********************************************************************
 DM3584  DESIGNATION -  1211 E RESET
 DM3584  PID         -  DM3584
 DM3584  STATE/COUNTY-  MN/CHIPPEWA
 DM3584  COUNTRY     -  US
 DM3584  USGS QUAD   -  MINNESOTA FALLS (2019)
 DM3584
 DM3584                         *CURRENT SURVEY CONTROL
 DM3584  ______________________________________________________________________
 DM3584* NAD 83(2011) POSITION- 44 47 44.68415(N) 095 28 59.78267(W)   ADJUSTED
 DM3584* NAD 83(2011) ELLIP HT-   291.261 (meters)        (06/27/12)   ADJUSTED
 DM3584* NAD 83(2011) EPOCH   -  2010.00
 DM3584* NAVD 88 ORTHO HEIGHT -   318.077 (meters)     1043.56  (feet) ADJUSTED
 DM3584  ______________________________________________________________________
 DM3584  GEOID HEIGHT    -        -26.816 (meters)                     GEOID18
 DM3584  NAD 83(2011) X  -   -433,229.792 (meters)                     COMP
 DM3584  NAD 83(2011) Y  - -4,513,073.225 (meters)                     COMP
 DM3584  NAD 83(2011) Z  -  4,471,474.613 (meters)                     COMP
 DM3584  LAPLACE CORR    -         -3.10  (seconds)                    DEFLEC18
 DM3584  DYNAMIC HEIGHT  -        318.047 (meters)     1043.46  (feet) COMP
 DM3584  MODELED GRAVITY -    980,513.6   (mgal)                       NAVD 88
 DM3584
 DM3584  VERT ORDER      -  SECOND    CLASS I
 DM3584
 DM3584  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DM3584  Standards:
 DM3584         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DM3584            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DM3584  -------------------------------------------------------------------
 DM3584  NETWORK    0.26   0.37           0.12   0.09   0.19      0.00747420
 DM3584  -------------------------------------------------------------------
 DM3584  Click here for local accuracies and other accuracy information.
 DM3584
 DM3584.The horizontal coordinates were established by GPS observations
 DM3584.and adjusted by the National Geodetic Survey in June 2012.
 DM3584
 DM3584.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DM3584.been affixed to the stable North American tectonic plate. See 
 DM3584.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DM3584
 DM3584.The horizontal coordinates are valid at the epoch date displayed above
 DM3584.which is a decimal equivalence of Year/Month/Day.
 DM3584
 DM3584.The orthometric height was determined by differential leveling and
 DM3584.adjusted by the NATIONAL GEODETIC SURVEY
 DM3584.in December 2013.
 DM3584
 DM3584.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM3584.GEOID18 height accuracy estimate available here.
 DM3584
 DM3584.Click photographs - Photos may exist for this station.
 DM3584
 DM3584.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DM3584
 DM3584.The Laplace correction was computed from DEFLEC18 derived deflections.
 DM3584
 DM3584.The ellipsoidal height was determined by GPS observations
 DM3584.and is referenced to NAD 83.
 DM3584
 DM3584.The dynamic height is computed by dividing the NAVD 88
 DM3584.geopotential number by the normal gravity value computed on the
 DM3584.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM3584.degrees latitude (g = 980.6199 gals.).
 DM3584
 DM3584.The modeled gravity was interpolated from observed gravity values.
 DM3584
 DM3584. The following values were computed from the NAD 83(2011) position.
 DM3584
 DM3584;                    North         East     Units Scale Factor Converg.
 DM3584;SPC MN S     -   300,593.985   682,647.894   MT  0.99993520   -1 02 22.8
 DM3584;SPC MN S     -   986,198.77  2,239,653.97   sFT  0.99993520   -1 02 22.8
 DM3584;UTM  15      - 4,963,260.682   303,585.452   MT  1.00007442   -1 45 00.8
 DM3584
 DM3584!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DM3584!SPC MN S     -   0.99995434  x   0.99993520  =   0.99988954
 DM3584!UTM  15      -   0.99995434  x   1.00007442  =   1.00002875
 DM3584
 DM3584:                Primary Azimuth Mark                     Grid Az
 DM3584:SPC MN S     -  1211 D                                   270 50 08.4
 DM3584:UTM  15      -  1211 D                                   271 32 46.4
 DM3584
 DM3584_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUK0358563260(NAD 83)
 DM3584
 DM3584|---------------------------------------------------------------------|
 DM3584| PID    Reference Object                     Distance      Geod. Az  |
 DM3584|                                                           dddmmss.s |
 DM3584| PQ1323 1211 D                              APPROX. 1.3 KM 2694745.6 |
 DM3584| DM3602 FALLS                               477.120 METERS 3552948.0 |
 DM3584|---------------------------------------------------------------------|
 DM3584
 DM3584                          SUPERSEDED SURVEY CONTROL
 DM3584
 DM3584  NAD 83(2007)-  44 47 44.68421(N)    095 28 59.78326(W) AD(2002.00) 1
 DM3584  ELLIP H (08/04/10)  291.287  (m)                       GP(2002.00) 3 1
 DM3584  NAVD 88             318.08   (m)         1043.6    (f) LEVELING    3  
 DM3584
 DM3584.Superseded values are not recommended for survey control.
 DM3584
 DM3584.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DM3584.See file dsdata.pdf to determine how the superseded data were derived.
 DM3584
 DM3584_MARKER: I = METAL ROD
 DM3584_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DM3584_STAMPING: 1211 E 1983 RESET 2009
 DM3584_MARK LOGO: MNDT
 DM3584_PROJECTION: RECESSED 20 CENTIMETERS
 DM3584_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DM3584_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DM3584_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DM3584+SATELLITE: SATELLITE OBSERVATIONS - November 11, 2018
 DM3584_ROD/PIPE-DEPTH: 4.6 meters
 DM3584
 DM3584  HISTORY     - Date     Condition        Report By
 DM3584  HISTORY     - 20090514 MONUMENTED       MNDT
 DM3584  HISTORY     - 2009     GOOD             MNDT
 DM3584  HISTORY     - 20101101 GOOD             MNDT
 DM3584  HISTORY     - 20160328 GOOD             MNDT
 DM3584  HISTORY     - 20181111 GOOD             MNDT
 DM3584
 DM3584                          STATION DESCRIPTION
 DM3584
 DM3584'DESCRIBED BY MN DEPT OF TRANSP 2009
 DM3584'3.5 MILES EAST OF GRANITE FALLS, 0.05 MILE EAST ALONG TRUNK HIGHWAY
 DM3584'212 FROM JUNCTION OF TRUNK HIGHWAY 212 AND TRUNK HIGHWAY 23 AT EAST
 DM3584'EDGE OF GRANITE FALLS, AT TRUNK HIGHWAY 212 MILEPOINT 52.35, 185.0
 DM3584'FEET SOUTH OF TRUNK HIGHWAY 212, 98.0 FEET NORTH OF POWER POLE, 37.0
 DM3584'FEET NORTHEAST OF 100TH STREET, 1.7 FEET NORTH OF WITNESS POST.
 DM3584
 DM3584                          STATION RECOVERY (2009)
 DM3584
 DM3584'RECOVERY NOTE BY MN DEPT OF TRANSP 2009 (WAS)
 DM3584'RECOVERED AS DESCRIBED.
 DM3584'
 DM3584'NOTE - THE STATION MARK CONSISTS OF A 3/4 INCH (19 MM) DIAMETER
 DM3584'ALUMINUM ROD DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL MARK
 DM3584'REMOVABLE DISK SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY
 DM3584'A SIX-INCH PVC PIPE BACKFILLED WITH WASHED SAND.
 DM3584
 DM3584                          STATION RECOVERY (2010)
 DM3584
 DM3584'RECOVERY NOTE BY MN DEPT OF TRANSP 2010 (WAS)
 DM3584'3.5 MI (5.6 KM) EAST OF GRANITE FALLS, 0.05 MI (0.1 KM) EAST ALONG
 DM3584'TRUNK HIGHWAY 212  FROM THE JUNCTION OF TRUNK HIGHWAY 212 AND TRUNK
 DM3584'HIGHWAY 23 AT EAST EDGE OF GRANITE FALLS, AT TRUNK HIGHWAY 212 MILE
 DM3584'POINT 52.35, 185.0 FT (56.4 M) SOUTH OF TRUNK HIGHWAY 212, 98.0 FT
 DM3584'(29.9 M) NORTH OF POWER POLE, 37.0 FT (11.3 M) NORTHEAST OF 100TH
 DM3584'STREET, 1.7 FT (0.5 M) NORTH OF A WITNESS POST.
 DM3584
 DM3584                          STATION RECOVERY (2016)
 DM3584
 DM3584'RECOVERY NOTE BY MN DEPT OF TRANSP 2016 (SVS)
 DM3584'RECOVERED AS DESCRIBED.
 DM3584
 DM3584                          STATION RECOVERY (2018)
 DM3584
 DM3584'RECOVERY NOTE BY MN DEPT OF TRANSP 2018 (TXD)
 DM3584'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DQ3972 ***********************************************************************
 DQ3972  DESIGNATION -  1211 F
 DQ3972  PID         -  DQ3972
 DQ3972  STATE/COUNTY-  MN/CHIPPEWA
 DQ3972  COUNTRY     -  US
 DQ3972  USGS QUAD   -  MINNESOTA FALLS (2019)
 DQ3972
 DQ3972                         *CURRENT SURVEY CONTROL
 DQ3972  ______________________________________________________________________
 DQ3972* NAD 83(1986) POSITION- 44 47 46.0    (N) 095 29 36.9    (W)   HD_HELD2
 DQ3972* NAVD 88 ORTHO HEIGHT -   315.133 (meters)     1033.90  (feet) ADJUSTED
 DQ3972  ______________________________________________________________________
 DQ3972  GEOID HEIGHT    -        -26.802 (meters)                     GEOID18
 DQ3972  DYNAMIC HEIGHT  -        315.103 (meters)     1033.80  (feet) COMP
 DQ3972  MODELED GRAVITY -    980,514.3   (mgal)                       NAVD 88
 DQ3972
 DQ3972  VERT ORDER      -  SECOND    CLASS I
 DQ3972
 DQ3972.The horizontal coordinates were established by autonomous hand held GPS
 DQ3972.observations and have an estimated accuracy of +/- 10 meters.
 DQ3972
 DQ3972.The orthometric height was determined by differential leveling and
 DQ3972.adjusted by the NATIONAL GEODETIC SURVEY
 DQ3972.in June 2017.
 DQ3972
 DQ3972.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ3972.GEOID18 height accuracy estimate available here.
 DQ3972
 DQ3972.Click photographs - Photos may exist for this station.
 DQ3972
 DQ3972.The dynamic height is computed by dividing the NAVD 88
 DQ3972.geopotential number by the normal gravity value computed on the
 DQ3972.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ3972.degrees latitude (g = 980.6199 gals.).
 DQ3972
 DQ3972.The modeled gravity was interpolated from observed gravity values.
 DQ3972
 DQ3972;                    North         East    Units  Estimated Accuracy
 DQ3972;SPC MN S     -   300,649.      681,833.      MT  (+/- 10 meters HH2 GPS)
 DQ3972
 DQ3972_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUK0277163326(NAD 83)
 DQ3972
 DQ3972                          SUPERSEDED SURVEY CONTROL
 DQ3972
 DQ3972.No superseded survey control is available for this station.
 DQ3972
 DQ3972_MARKER: F = FLANGE-ENCASED ROD
 DQ3972_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DQ3972_STAMPING: 1211 F 2016
 DQ3972_MARK LOGO: MNDT
 DQ3972_PROJECTION: RECESSED 5 CENTIMETERS
 DQ3972_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DQ3972_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ3972_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ3972+SATELLITE: SATELLITE OBSERVATIONS - March 28, 2016
 DQ3972_ROD/PIPE-DEPTH: 5.8 meters
 DQ3972
 DQ3972  HISTORY     - Date     Condition        Report By
 DQ3972  HISTORY     - 20160328 MONUMENTED       MNDT
 DQ3972
 DQ3972                          STATION DESCRIPTION
 DQ3972
 DQ3972'DESCRIBED BY MN DEPT OF TRANSP 2016
 DQ3972'THE MARK IS LOCATED ABOUT 2.6 MI (4.2 KM) EAST OF GRANITE FALLS.
 DQ3972'
 DQ3972'TO REACH THE MARK GO 0.45 MI (0.72 KM) WEST ALONG TRUNK HIGHWAY 212
 DQ3972'FROM THE JUNCTION OF TRUNK HIGHWAY 212 AND TRUNK HIGHWAY 23 (JUNCTION
 DQ3972'IS 3.0 MI (4.8 KM) EAST OF GRANITE FALLS), AT TRUNK HIGHWAY 212 MILE
 DQ3972'POINT 51.85.
 DQ3972'
 DQ3972'THE MARK IS LOCATED 70.1 FT (21.4 M) SOUTH OF TRUNK HIGHWAY 212, 42.8
 DQ3972'FT (13.0 M) WEST OF A FIELD ENTRANCE, 1.5 FT (0.5 M) NORTH OF A
 DQ3972'WITNESS POST.
 DQ3972'
 DQ3972'NOTE-THE STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM ROD
 DQ3972'DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION REMOVABLE DISK
 DQ3972'SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH PVC
 DQ3972'PIPE BACK FILLED WITH WASHED SAND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 AH6057 ***********************************************************************
 AH6057  DESIGNATION -  1212
 AH6057  PID         -  AH6057
 AH6057  STATE/COUNTY-  MN/CHIPPEWA
 AH6057  COUNTRY     -  US
 AH6057  USGS QUAD   -  MONTEVIDEO (2019)
 AH6057
 AH6057                         *CURRENT SURVEY CONTROL
 AH6057  ______________________________________________________________________
 AH6057* NAD 83(1986) POSITION- 44 54 15.67   (N) 095 41 08.98   (W)   HD_HELD1
 AH6057* NAVD 88 ORTHO HEIGHT -   285.622 (meters)      937.08  (feet) ADJUSTED
 AH6057  ______________________________________________________________________
 AH6057  GEOID HEIGHT    -        -26.373 (meters)                     GEOID18
 AH6057  DYNAMIC HEIGHT  -        285.602 (meters)      937.01  (feet) COMP
 AH6057  MODELED GRAVITY -    980,538.2   (mgal)                       NAVD 88
 AH6057
 AH6057  VERT ORDER      -  FIRST     CLASS II
 AH6057
 AH6057.The horizontal coordinates were determined by differentially corrected
 AH6057.hand held GPS observations or other comparable positioning techniques
 AH6057.and have an estimated accuracy of +/- 3 meters.
 AH6057
 AH6057.The orthometric height was determined by differential leveling and
 AH6057.adjusted by the NATIONAL GEODETIC SURVEY
 AH6057.in February 2000.
 AH6057
 AH6057.Significant digits in the geoid height do not necessarily reflect accuracy.
 AH6057.GEOID18 height accuracy estimate available here.
 AH6057
 AH6057.Click photographs - Photos may exist for this station.
 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     -   312,970.7     666,873.4     MT  (+/- 3 meters HH1 GPS) 
 AH6057
 AH6057_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTK8796375834(NAD 83)
 AH6057
 AH6057                          SUPERSEDED SURVEY CONTROL
 AH6057
 AH6057.No superseded survey control is available for this station.
 AH6057
 AH6057_MARKER: DV = VERTICAL CONTROL DISK
 AH6057_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AH6057_SP_SET: BRIDGE RAILING
 AH6057_STAMPING: 1212 1987
 AH6057_MARK LOGO: MNDT
 AH6057_PROJECTION: FLUSH
 AH6057_MAGNETIC: N = NO MAGNETIC MATERIAL
 AH6057_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AH6057_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AH6057+SATELLITE: SATELLITE OBSERVATIONS - May 15, 2015
 AH6057
 AH6057  HISTORY     - Date     Condition        Report By
 AH6057  HISTORY     - 19870401 MONUMENTED       MNDT
 AH6057  HISTORY     - 19980825 GOOD             NGS
 AH6057  HISTORY     - 20150515 GOOD             MNDT
 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.
 AH6057
 AH6057                          STATION RECOVERY (2015)
 AH6057
 AH6057'RECOVERY NOTE BY MN DEPT OF TRANSP 2015 (KMS)
 AH6057'3.0 MI (4.8 KM) SOUTHEAST OF MONTEVIDEO, IN BRIDGE RAILING IN
 AH6057'NORTHEAST CORNER OF TRUNK HIGHWAY 212 BRIDGE NUMBER 12009 OVER
 AH6057'MINNESOTA RIVER, 3.10 MI (5.0 KM) SOUTHEAST ALONG TRUNK HIGHWAY 212
 AH6057'FROM THE JUNCTION OF TRUNK HIGHWAY 212 AND TRUNK HIGHWAY 59 IN
 AH6057'MONTEVIDEO, AT TRUNK HIGHWAY 212 MILE POINT 38.80, 24.6 FT (7.5 M)
 AH6057'NORTHEAST OF TRUNK HIGHWAY 212.  MARK ON TRUNK HIGHWAY 212
 AH6057'RIGHT-OF-WAY.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 PQ0550 ***********************************************************************
 PQ0550  DESIGNATION -  1212 B
 PQ0550  PID         -  PQ0550
 PQ0550  STATE/COUNTY-  MN/CHIPPEWA
 PQ0550  COUNTRY     -  US
 PQ0550  USGS QUAD   -  MONTEVIDEO (2019)
 PQ0550
 PQ0550                         *CURRENT SURVEY CONTROL
 PQ0550  ______________________________________________________________________
 PQ0550* NAD 83(1986) POSITION- 44 56 12.0    (N) 095 43 00.0    (W)   HD_HELD2
 PQ0550* NAVD 88 ORTHO HEIGHT -   283.072 (meters)      928.71  (feet) ADJUSTED
 PQ0550  ______________________________________________________________________
 PQ0550  GEOID HEIGHT    -        -26.334 (meters)                     GEOID18
 PQ0550  DYNAMIC HEIGHT  -        283.052 (meters)      928.65  (feet) COMP
 PQ0550  MODELED GRAVITY -    980,538.2   (mgal)                       NAVD 88
 PQ0550
 PQ0550  VERT ORDER      -  FIRST     CLASS II
 PQ0550
 PQ0550.The horizontal coordinates were established by autonomous hand held GPS
 PQ0550.observations and have an estimated accuracy of +/- 10 meters.
 PQ0550
 PQ0550.The orthometric height was determined by differential leveling and
 PQ0550.adjusted by the NATIONAL GEODETIC SURVEY
 PQ0550.in February 2000.
 PQ0550
 PQ0550.Significant digits in the geoid height do not necessarily reflect accuracy.
 PQ0550.GEOID18 height accuracy estimate available here.
 PQ0550
 PQ0550.Click photographs - Photos may exist for this station.
 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     -   316,611.      664,514.      MT  (+/- 10 meters HH2 GPS)
 PQ0550
 PQ0550_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTK8564979505(NAD 83)
 PQ0550
 PQ0550                          SUPERSEDED SURVEY CONTROL
 PQ0550
 PQ0550  NAVD 88 (06/15/91)  283.085  (m)          928.75   (f) SUPERSEDED  2 0
 PQ0550  NGVD 29 (??/??/92)  282.921  (m)          928.22   (f) ADJ UNCH    2 0
 PQ0550
 PQ0550.Superseded values are not recommended for survey control.
 PQ0550
 PQ0550.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PQ0550.See file dsdata.pdf to determine how the superseded data were derived.
 PQ0550
 PQ0550_MARKER: DV = VERTICAL CONTROL DISK
 PQ0550_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 PQ0550_SP_SET: BOX CULVERT 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 - May 11, 2011
 PQ0550
 PQ0550  HISTORY     - Date     Condition        Report By
 PQ0550  HISTORY     - 19740401 MONUMENTED       MNHD
 PQ0550  HISTORY     - 1975     GOOD             MNDT
 PQ0550  HISTORY     - 19980826 GOOD             NGS
 PQ0550  HISTORY     - 20110511 GOOD             MNDT
 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.
 PQ0550
 PQ0550                          STATION RECOVERY (2011)
 PQ0550
 PQ0550'RECOVERY NOTE BY MN DEPT OF TRANSP 2011 (MAS)
 PQ0550'THE STATION IS LOCATED ABOUT 9.8 MI (15.8 KM) WEST-NORTHWEST OF
 PQ0550'ASBURY, 6.5 MI (10.5 KM) SOUTHEAST OF WATSON AND IN THE TOWN OF
 PQ0550'MONTEVIDEO, MN.
 PQ0550'
 PQ0550'TO REACH THE MARK GO 0.3 MI (0.5 KM) SOUTHEAST ON COUNTY ROAD 42 FROM
 PQ0550'THE JUNCTION OF COUNTY ROAD 42 AND SOUTH FIRST STREET IN MONTEVIDEO,
 PQ0550'0.55 MI (0.9 KM) NORTHWEST OF THE JUNCTION OF COUNTY ROAD 42 AND TRUNK
 PQ0550'HIGHWAY 212.
 PQ0550'
 PQ0550'THE MARK IS LOCATED 20.5 FT (6.2 M) NORTHEAST OF COUNTY ROAD 42, IN
 PQ0550'SOUTHEAST END OF NORTHEAST HEADWALL ON COUNTY ROAD 42 BOX CULVERT.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 PQ0551 ***********************************************************************
 PQ0551  DESIGNATION -  1212 C
 PQ0551  PID         -  PQ0551
 PQ0551  STATE/COUNTY-  MN/CHIPPEWA
 PQ0551  COUNTRY     -  US
 PQ0551  USGS QUAD   -  MONTEVIDEO (2019)
 PQ0551
 PQ0551                         *CURRENT SURVEY CONTROL
 PQ0551  ______________________________________________________________________
 PQ0551* NAD 83(1986) POSITION- 44 55 48.     (N) 095 42 42.     (W)   SCALED
 PQ0551* NAVD 88 ORTHO HEIGHT -   282.461 (meters)      926.71  (feet) ADJUSTED
 PQ0551  ______________________________________________________________________
 PQ0551  GEOID HEIGHT    -        -26.341 (meters)                     GEOID18
 PQ0551  DYNAMIC HEIGHT  -        282.441 (meters)      926.64  (feet) COMP
 PQ0551  MODELED GRAVITY -    980,538.0   (mgal)                       NAVD 88
 PQ0551
 PQ0551  VERT ORDER      -  SECOND    CLASS 0
 PQ0551
 PQ0551.The horizontal coordinates were scaled from a map and have
 PQ0551.an estimated accuracy of +/- 6 seconds.
 PQ0551
 PQ0551.The orthometric height was determined by differential leveling and
 PQ0551.adjusted by the NATIONAL GEODETIC SURVEY
 PQ0551.in June 1991.
 PQ0551
 PQ0551.Significant digits in the geoid height do not necessarily reflect accuracy.
 PQ0551.GEOID18 height accuracy estimate available here.
 PQ0551
 PQ0551.Click photographs - Photos may exist for this station.
 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.      664,890.      MT  (+/- 180 meters Scaled)
 PQ0551
 PQ0551_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTK860787(NAD 83)
 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
 PQ0551.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PQ0551.See file dsdata.pdf to determine how the superseded data were derived.
 PQ0551
 PQ0551_MARKER: DB = BENCH MARK DISK
 PQ0551_SETTING: 66 = SET IN ROCK OUTCROP
 PQ0551_STAMPING: 1212 C 1974
 PQ0551_MARK LOGO: MNHD
 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       MNHD
 PQ0551  HISTORY     - 1975     GOOD             MNDT
 PQ0551  HISTORY     - 19980826 MARK NOT FOUND   NGS
 PQ0551  HISTORY     - 20150505 MARK NOT FOUND   MNDT
 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,
 PQ0551'T117N, R40W.
 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.
 PQ0551
 PQ0551                          STATION RECOVERY (2015)
 PQ0551
 PQ0551'RECOVERY NOTE BY MN DEPT OF TRANSP 2015 (MAS)
 PQ0551'AFTER A THOROUGH FIELD SEARCH MARK WAS NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 PQ0552 ***********************************************************************
 PQ0552  CBN         -  This is a Cooperative Base Network Control Station.
 PQ0552  DESIGNATION -  1212 D
 PQ0552  PID         -  PQ0552
 PQ0552  STATE/COUNTY-  MN/CHIPPEWA
 PQ0552  COUNTRY     -  US
 PQ0552  USGS QUAD   -  MONTEVIDEO (2019)
 PQ0552
 PQ0552                         *CURRENT SURVEY CONTROL
 PQ0552  ______________________________________________________________________
 PQ0552* NAD 83(2011) POSITION- 44 55 01.78161(N) 095 41 45.29873(W)   ADJUSTED
 PQ0552* NAD 83(2011) ELLIP HT-   261.584 (meters)        (06/27/12)   ADJUSTED
 PQ0552* NAD 83(2011) EPOCH   -  2010.00
 PQ0552* NAVD 88 ORTHO HEIGHT -   287.943 (meters)      944.69  (feet) ADJUSTED
 PQ0552  ______________________________________________________________________
 PQ0552  GEOID HEIGHT    -        -26.357 (meters)                     GEOID18
 PQ0552  NAD 83(2011) X  -   -449,029.585 (meters)                     COMP
 PQ0552  NAD 83(2011) Y  - -4,501,942.996 (meters)                     COMP
 PQ0552  NAD 83(2011) Z  -  4,481,018.840 (meters)                     COMP
 PQ0552  LAPLACE CORR    -         -0.69  (seconds)                    DEFLEC18
 PQ0552  DYNAMIC HEIGHT  -        287.923 (meters)      944.63  (feet) COMP
 PQ0552  MODELED GRAVITY -    980,538.4   (mgal)                       NAVD 88
 PQ0552
 PQ0552  VERT ORDER      -  SECOND    CLASS 0
 PQ0552
 PQ0552  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 PQ0552  Standards:
 PQ0552         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 PQ0552            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 PQ0552  -------------------------------------------------------------------
 PQ0552  NETWORK    0.25   0.51           0.12   0.08   0.26      0.01031885
 PQ0552  -------------------------------------------------------------------
 PQ0552  Click here for local accuracies and other accuracy information.
 PQ0552
 PQ0552.The horizontal coordinates were established by GPS observations
 PQ0552.and adjusted by the National Geodetic Survey in June 2012.
 PQ0552
 PQ0552.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 PQ0552.been affixed to the stable North American tectonic plate. See 
 PQ0552.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 PQ0552
 PQ0552.The horizontal coordinates are valid at the epoch date displayed above
 PQ0552.which is a decimal equivalence of Year/Month/Day.
 PQ0552
 PQ0552.The orthometric height was determined by differential leveling and
 PQ0552.adjusted by the NATIONAL GEODETIC SURVEY
 PQ0552.in June 1991.
 PQ0552
 PQ0552.Significant digits in the geoid height do not necessarily reflect accuracy.
 PQ0552.GEOID18 height accuracy estimate available here.
 PQ0552
 PQ0552.Click photographs - Photos may exist for this station.
 PQ0552
 PQ0552.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 PQ0552
 PQ0552.The Laplace correction was computed from DEFLEC18 derived deflections.
 PQ0552
 PQ0552.The ellipsoidal height was determined by GPS observations
 PQ0552.and is referenced to NAD 83.
 PQ0552
 PQ0552.The dynamic height is computed by dividing the NAVD 88
 PQ0552.geopotential number by the normal gravity value computed on the
 PQ0552.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PQ0552.degrees latitude (g = 980.6199 gals.).
 PQ0552
 PQ0552.The modeled gravity was interpolated from observed gravity values.
 PQ0552
 PQ0552. The following values were computed from the NAD 83(2011) position.
 PQ0552
 PQ0552;                    North         East     Units Scale Factor Converg.
 PQ0552;SPC MN S     -   314,410.278   666,106.352   MT  0.99994833   -1 11 19.4
 PQ0552;SPC MN S     - 1,031,527.72  2,185,383.92   sFT  0.99994833   -1 11 19.4
 PQ0552;UTM  15      - 4,977,284.180   287,214.275   MT  1.00015679   -1 54 15.3
 PQ0552
 PQ0552!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PQ0552!SPC MN S     -   0.99995899  x   0.99994833  =   0.99990732
 PQ0552!UTM  15      -   0.99995899  x   1.00015679  =   1.00011577
 PQ0552
 PQ0552_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTK8721477284(NAD 83)
 PQ0552
 PQ0552                          SUPERSEDED SURVEY CONTROL
 PQ0552
 PQ0552  NAD 83(2007)-  44 55 01.78173(N)    095 41 45.29941(W) AD(2002.00) 0
 PQ0552  ELLIP H (02/10/07)  261.613  (m)                       GP(2002.00)    
 PQ0552  NAD 83(1996)-  44 55 01.78125(N)    095 41 45.29912(W) AD(       ) B
 PQ0552  ELLIP H (01/15/97)  261.650  (m)                       GP(       ) 4 1
 PQ0552  NAD 83(1986)-  44 55 01.78501(N)    095 41 45.29229(W) AD(       ) 1
 PQ0552  NAVD 88             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
 PQ0552.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PQ0552.See file dsdata.pdf to determine how the superseded data were derived.
 PQ0552
 PQ0552_MARKER: DV = VERTICAL CONTROL DISK
 PQ0552_SETTING: 65 = SET IN UNSPECIFIED ROCK OR BOULDER
 PQ0552_SP_SET: GRANITE LEDGE ROCK
 PQ0552_STAMPING: 1212 D 1974
 PQ0552_MARK LOGO: MNHD
 PQ0552_PROJECTION: FLUSH
 PQ0552_MAGNETIC: N = NO MAGNETIC MATERIAL
 PQ0552_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PQ0552_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PQ0552+SATELLITE: SATELLITE OBSERVATIONS - February 28, 2018
 PQ0552
 PQ0552  HISTORY     - Date     Condition        Report By
 PQ0552  HISTORY     - 19740401 MONUMENTED       MNHD
 PQ0552  HISTORY     - 1975     GOOD             NGS
 PQ0552  HISTORY     - 19931012 GOOD             MNDT
 PQ0552  HISTORY     - 19940608 GOOD             MNDT
 PQ0552  HISTORY     - 19980825 GOOD             NGS
 PQ0552  HISTORY     - 20040817 GOOD             MNDT
 PQ0552  HISTORY     - 20051005 GOOD             MNDT
 PQ0552  HISTORY     - 20060228 GOOD             MNDT
 PQ0552  HISTORY     - 20090527 GOOD             MNDT
 PQ0552  HISTORY     - 20120411 GOOD             MNDT
 PQ0552  HISTORY     - 20121120 GOOD             SEH
 PQ0552  HISTORY     - 20150505 GOOD             MNDT
 PQ0552  HISTORY     - 20150813 GOOD             MNDT
 PQ0552  HISTORY     - 20151001 GOOD             MNDT
 PQ0552  HISTORY     - 20180228 GOOD             MNDT
 PQ0552
 PQ0552                          STATION DESCRIPTION
 PQ0552
 PQ0552'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975
 PQ0552'2.0 MI SE FROM MONTEVIDEO.
 PQ0552'THE MARK IS LOCATED 2.25 MILES SOUTHEAST ALONG T.H. 212 FROM THE
 PQ0552'JUNCTION OF T.H. 212 AND T.H. 59 IN MONTEVIDEO AND 1 MILE NORTHWEST OF
 PQ0552'THE MINNESOTA RIVER CROSSING AT THE CHIPPEWA-YELLOW MEDICINE COUNTY
 PQ0552'LINE.  IT IS 67.0 FEET SOUTHWEST OF, AND 1 FOOT LOWER THAN THE
 PQ0552'CENTERLINE OF T.H. 212 AT MILEPOINT 37.85, 22.0 FEET SOUTHWEST OF
 PQ0552'POWER POLE NO. 4 AND 17.0 FEET SOUTHWEST OF A STEEL RIGHT OF WAY POST
 PQ0552'(2 INCH PIPE) STAMPED 50 FT STA. 353+83.2.  IT IS CEMENTED IN A 15 BY
 PQ0552'25 FOOT SECTION OF EXPOSED GRANITE LEDGE ROCK.  NW 1/4 SECTION 28, T
 PQ0552'117N, R 40W.
 PQ0552
 PQ0552                          STATION RECOVERY (1993)
 PQ0552
 PQ0552'RECOVERY NOTE BY MN DEPT OF TRANSP 1993 (DKH)
 PQ0552'RECOVERED BY MINNESOTA DEPARTMENT OF TRANSPORTATION.  A NEW WIT POST
 PQ0552'WAS PLACED NEAR THE MONUMENT.  THE MARK IS 2 MI (3.2 KM) SE OF
 PQ0552'MONTEVIDEO, 1 MI (1.6 KM) NW OF THE COUNTY LINE AND THE MINNESOTA
 PQ0552'RIVER, 2.25 MI (3.62 KM) SE ALONG TH 212 FROM THE JCT OF TH 212 AND TH
 PQ0552'59 AT TH 212 MP 37.85, 67 FT (20.4 M) SW OF TH 212, 22.0 FT (6.7 M) SW
 PQ0552'OF P-POLE NO 4, 17.0 FT (5.2 M) SW OF A R/W POST, AND IS 7.9 FT (2.4
 PQ0552'M) SW OF A WIT POST.
 PQ0552
 PQ0552                          STATION RECOVERY (1994)
 PQ0552
 PQ0552'RECOVERY NOTE BY MN DEPT OF TRANSP 1994 (DKH)
 PQ0552'THE MARK WAS RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.
 PQ0552'THE MARK IS LOCATED ABOUT 2 MI (3.2 KM) SE OF THE TOWN OF MONTEVIDEO
 PQ0552'IN THE NW 1/4 OF SECTION 28, T117N, R40W.  TO REACH THE MARK FROM THE
 PQ0552'JCT OF TH 212 AND TH 59 IN MONTEVIDEO, GO SE ON TH 212 FOR 2.25 MI
 PQ0552'(3.62 KM) TO MP 37.85 AND THE MARK ON THE RIGHT.  THE MARK, A DISK SET
 PQ0552'IN A 15 FT (4.6 M) BY 25 FT (7.6 M) SECTION OF EXPOSED GRANITE LEDGE
 PQ0552'ROCK, IS 67 FT (20.4 M) SW OF TH 212, 22.0 FT (6.7 M) SW OF P-POLE NO
 PQ0552'4, 17.0 FT (5.2 M) SW OF A R/W POST, 7.9 FT (2.4 M) SW OF A WIT POST.
 PQ0552'RECOVERED AND DESCRIBED BY DAVID K.  HERDER, TYPED BY D.J.E.
 PQ0552
 PQ0552                          STATION RECOVERY (1998)
 PQ0552
 PQ0552'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1998 (GAS)
 PQ0552'3.4 KM (2.10 MI) EASTERLY ALONG U.S. HIGHWAY 212 FROM THE JUNCTION OF
 PQ0552'U.S. HIGHWAY 59 IN MONTEVIDEO, NEAR THE NORTHEAST END OF A 12 BY 18-FT
 PQ0552'AREA OF OUTCROPPING BEDROCK, 20.1 M (65.9 FT) SOUTHWEST OF THE HIGHWAY
 PQ0552'CENTERLINE, 6.5 M (21.3 FT) SOUTHWEST OF UTILITY POLE NUMBER 4, 2.3 M
 PQ0552'(7.5 FT) SOUTHWEST OF A UTILITY POLE, 1.2 M (3.9 FT) SOUTHWEST OF THE
 PQ0552'NORTHEAST END OF THE OUTCROP, AND 0.6 M (2.0 FT) BELOW THE LEVEL OF
 PQ0552'THE HIGHWAY.  NOTE--THE MARK IS ON HIGHWAY RIGHT-OF-WAY.
 PQ0552
 PQ0552                          STATION RECOVERY (2004)
 PQ0552
 PQ0552'RECOVERY NOTE BY MN DEPT OF TRANSP 2004 (MPP)
 PQ0552'2.0 MILES SOUTHEAST OF MONTEVIDEO, 2.25 MILES SOUTHEAST OF JUNCTION OF
 PQ0552'TRUNK HIGHWAY 212 AND TRUNK HIGHWAY 59, 1 MILES NORTHWEST OF COUNTY
 PQ0552'LINE AND MINNESOTA RIVER, AT TRUNK HIGHWAY 212 MILEPOINT 37.85, 67.0
 PQ0552'FEET SOUTHWEST OF TRUNK HIGHWAY 212, 22.0 FEET SOUTHWEST OF POWER POLE
 PQ0552'4, 17.0 FEET SOUTHWEST OF RIGHT-OF-WAY POST, 7.9 FEET SOUTHWEST OF
 PQ0552'WITNESS POST
 PQ0552
 PQ0552                          STATION RECOVERY (2005)
 PQ0552
 PQ0552'RECOVERY NOTE BY MN DEPT OF TRANSP 2005 (MPP)
 PQ0552'2.0 MILES SOUTHEAST OF MONTEVIDEO, 2.25 MILES SOUTHEAST OF JUNCTION OF
 PQ0552'TRUNK HIGHWAY 212 AND TRUNK HIGHWAY 59, 1 MILES NORTHWEST OF COUNTY
 PQ0552'LINE AND MINNESOTA RIVER, AT TRUNK HIGHWAY 212 MILEPOINT 37.85, 67.0
 PQ0552'FEET SOUTHWEST OF TRUNK HIGHWAY 212, 22.0 FEET SOUTHWEST OF POWER POLE
 PQ0552'4, 17.0 FEET SOUTHWEST OF RIGHT-OF-WAY POST, 7.9 FEET SOUTHWEST OF
 PQ0552'WITNESS POST
 PQ0552
 PQ0552                          STATION RECOVERY (2006)
 PQ0552
 PQ0552'RECOVERY NOTE BY MN DEPT OF TRANSP 2006 (DJS)
 PQ0552'THE MARK WAS RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.
 PQ0552'THE MARK IS 2.0 MILES (3.2 KM) SOUTHEAST OF MONTEVIDEO, 2.25 MILES
 PQ0552'(3.62 KM) SOUTHEAST OF JUNCTION OF TRUNK HIGHWAY 212 AND TRUNK HIGHWAY
 PQ0552'59, 1 MILES (1.6 KM) NORTHWEST OF COUNTY LINE AND MINNESOTA RIVER, AT
 PQ0552'TRUNK HIGHWAY 212 MILEPOINT 37.85, 67.0 FEET (20.4 M) SOUTHWEST OF
 PQ0552'TRUNK HIGHWAY 212, 22.0 FEET (6.7 M) SOUTHWEST OF POWER POLE 4, 17.0
 PQ0552'FEET (5.2 M) SOUTHWEST OF RIGHT-OF-WAY POST, 7.9 FEET (2.4 M)
 PQ0552'SOUTHWEST OF WITNESS POST.
 PQ0552
 PQ0552                          STATION RECOVERY (2009)
 PQ0552
 PQ0552'RECOVERY NOTE BY MN DEPT OF TRANSP 2009 (BJB)
 PQ0552'THE MARK WAS RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.
 PQ0552'THE MARK IS 2.0 MILES SOUTHEAST OF MONTEVIDEO, 2.25 MILES SOUTHEAST ON
 PQ0552'TRUNK HIGHWAY 212 FROM JUNCTION TRUNK HIGHWAY 212 AND TRUNK HIGHWAY 59
 PQ0552'IN MONTEVIDEO, 1.0 MILE NORTHWEST OF COUNTY LINE AND MINNESOTA RIVER,
 PQ0552'AT TRUNK HIGHWAY 212 MILEPOINT 37.85, 67.0 FEET SOUTHWEST OF TRUNK
 PQ0552'HIGHWAY 212, 22.0 FEET SOUTHWEST OF POWER POLE NUMBER 4, 17.0 FEET
 PQ0552'SOUTHWEST OF RIGHT-OF-WAY POST, 7.9 FEET SOUTHWEST OF WITNESS POST.
 PQ0552
 PQ0552                          STATION RECOVERY (2012)
 PQ0552
 PQ0552'RECOVERY NOTE BY MN DEPT OF TRANSP 2012 (BXS)
 PQ0552'2.0 MILES SOUTHEAST OF MONTEVIDEO, 2.25 MILES SOUTHEAST ON TRUNK
 PQ0552'HIGHWAY 212 FROM JUNCTION TRUNK HIGHWAY 212 AND TRUNK HIGHWAY 59 IN
 PQ0552'MONTEVIDEO, 1.0 MILE NORTHWEST OF COUNTY LINE AND MINNESOTA RIVER, AT
 PQ0552'TRUNK HIGHWAY 212 MILEPOINT 37.85, 67.0 FEET SOUTHWEST OF TRUNK
 PQ0552'HIGHWAY 212, 22.0 FEET SOUTHWEST OF POWER POLE NUMBER 4, 17.0 FEET
 PQ0552'SOUTHWEST OF RIGHT-OF-WAY POST, 7.9 FEET SOUTHWEST OF WITNESS POST.
 PQ0552
 PQ0552                          STATION RECOVERY (2012)
 PQ0552
 PQ0552'RECOVERY NOTE BY SEH INC. 2012 (BRW)
 PQ0552'THE STATION IS LOCATED ABOUT 8.4 MI (13.5 KM) WEST-NORTHWEST OF
 PQ0552'ASBURY, 8.2 MI (13.2 KM) SOUTHEAST OF WATSON AND 2.2 MI (3.5 KM)
 PQ0552'SOUTHEAST OF MONTEVIDEO.
 PQ0552'
 PQ0552'TO REACH FROM THE INTERSECTION OF TRUNK HIGHWAY 212 AND TRUNK HIGHWAY
 PQ0552'59 IN MONTEVIDEO, GO 2.25 MI (3.6 KM) SOUTHEAST ON TRUNK HIGHWAY 212
 PQ0552'TO THE STATION ON THE RIGHT.  AT TRUNK HIGHWAY 212 MILEPOST 37.85.
 PQ0552'
 PQ0552'IT IS 67.0 FT (20.4 M) SOUTHWEST OF TRUNK HIGHWAY 212, 22.0 FT (6.7 M)
 PQ0552'SOUTHWEST OF POWER POLE, 17.0 FT (5.2 M) SOUTHWEST OF RIGHT OF WAY
 PQ0552'POST AND 7.9 FT (2.4 M) SOUTHWEST OF A WITNESS POST.
 PQ0552
 PQ0552                          STATION RECOVERY (2015)
 PQ0552
 PQ0552'RECOVERY NOTE BY MN DEPT OF TRANSP 2015 (MAS)
 PQ0552'RECOVERED AS DESCRIBED.
 PQ0552
 PQ0552                          STATION RECOVERY (2015)
 PQ0552
 PQ0552'RECOVERY NOTE BY MN DEPT OF TRANSP 2015 (PXK)
 PQ0552'2.0 MILES SOUTHEAST OF MONTEVIDEO, 2.25 MILES SOUTHEAST ON TRUNK
 PQ0552'HIGHWAY 212 FROM JUNCTION TRUNK HIGHWAY 212 AND TRUNK HIGHWAY 59 IN
 PQ0552'MONTEVIDEO, 1.0 MILE NORTHWEST OF COUNTY LINE AND MINNESOTA RIVER, AT
 PQ0552'TRUNK HIGHWAY 212 MILEPOINT 37.85, 67.0 FEET SOUTHWEST OF TRUNK
 PQ0552'HIGHWAY 212, 22.0 FEET SOUTHWEST OF POWER POLE NUMBER 4, 17.0 FEET
 PQ0552'SOUTHWEST OF RIGHT-OF-WAY POST, 7.9 FEET SOUTHWEST OF WITNESS POST.
 PQ0552
 PQ0552                          STATION RECOVERY (2015)
 PQ0552
 PQ0552'RECOVERY NOTE BY MN DEPT OF TRANSP 2015 (MPP)
 PQ0552'2.0 MILES SOUTHEAST OF MONTEVIDEO, 2.25 MILES SOUTHEAST ON TRUNK
 PQ0552'HIGHWAY 212 FROM JUNCTION TRUNK HIGHWAY 212 AND TRUNK HIGHWAY 59 IN
 PQ0552'MONTEVIDEO, 1.0 MILE NORTHWEST OF COUNTY LINE AND MINNESOTA RIVER, AT
 PQ0552'TRUNK HIGHWAY 212 MILEPOINT 37.85, 67.0 FEET SOUTHWEST OF TRUNK
 PQ0552'HIGHWAY 212, 22.0 FEET SOUTHWEST OF POWER POLE NUMBER 4, 17.0 FEET
 PQ0552'SOUTHWEST OF RIGHT-OF-WAY POST, 7.9 FEET SOUTHWEST OF WITNESS POST.
 PQ0552
 PQ0552                          STATION RECOVERY (2018)
 PQ0552
 PQ0552'RECOVERY NOTE BY MN DEPT OF TRANSP 2018 (BDH)
 PQ0552'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DP9498 ***********************************************************************
 DP9498  DESIGNATION -  1212 E
 DP9498  PID         -  DP9498
 DP9498  STATE/COUNTY-  MN/CHIPPEWA
 DP9498  COUNTRY     -  US
 DP9498  USGS QUAD   -  MONTEVIDEO (2019)
 DP9498
 DP9498                         *CURRENT SURVEY CONTROL
 DP9498  ______________________________________________________________________
 DP9498* NAD 83(2011) POSITION- 44 56 09.69341(N) 095 43 34.45170(W)   ADJUSTED
 DP9498* NAD 83(2011) ELLIP HT-   255.016 (meters)        (11/03/15)   ADJUSTED
 DP9498* NAD 83(2011) EPOCH   -  2010.00
 DP9498* NAVD 88 ORTHO HEIGHT -   281.341 (meters)      923.03  (feet) ADJUSTED
 DP9498  ______________________________________________________________________
 DP9498  GEOID HEIGHT    -        -26.332 (meters)                     GEOID18
 DP9498  NAD 83(2011) X  -   -451,263.713 (meters)                     COMP
 DP9498  NAD 83(2011) Y  - -4,500,226.963 (meters)                     COMP
 DP9498  NAD 83(2011) Z  -  4,482,498.542 (meters)                     COMP
 DP9498  LAPLACE CORR    -         -1.02  (seconds)                    DEFLEC18
 DP9498  DYNAMIC HEIGHT  -        281.321 (meters)      922.97  (feet) COMP
 DP9498  MODELED GRAVITY -    980,537.4   (mgal)                       NAVD 88
 DP9498
 DP9498  VERT ORDER      -  SECOND    CLASS I
 DP9498
 DP9498  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DP9498  Standards:
 DP9498         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DP9498            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DP9498  -------------------------------------------------------------------
 DP9498  NETWORK    0.55   1.51           0.24   0.21   0.77     -0.00810078
 DP9498  -------------------------------------------------------------------
 DP9498  Click here for local accuracies and other accuracy information.
 DP9498
 DP9498.The horizontal coordinates were established by GPS observations
 DP9498.and adjusted by the MN DEPT OF TRANSP in November 2015.
 DP9498
 DP9498.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DP9498.been affixed to the stable North American tectonic plate. See 
 DP9498.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DP9498
 DP9498.The horizontal coordinates are valid at the epoch date displayed above
 DP9498.which is a decimal equivalence of Year/Month/Day.
 DP9498
 DP9498.The orthometric height was determined by differential leveling and
 DP9498.adjusted by the NATIONAL GEODETIC SURVEY
 DP9498.in June 2017.
 DP9498
 DP9498.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP9498.GEOID18 height accuracy estimate available here.
 DP9498
 DP9498.Click photographs - Photos may exist for this station.
 DP9498
 DP9498.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DP9498
 DP9498.The Laplace correction was computed from DEFLEC18 derived deflections.
 DP9498
 DP9498.The ellipsoidal height was determined by GPS observations
 DP9498.and is referenced to NAD 83.
 DP9498
 DP9498.The dynamic height is computed by dividing the NAVD 88
 DP9498.geopotential number by the normal gravity value computed on the
 DP9498.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP9498.degrees latitude (g = 980.6199 gals.).
 DP9498
 DP9498.The modeled gravity was interpolated from observed gravity values.
 DP9498
 DP9498. The following values were computed from the NAD 83(2011) position.
 DP9498
 DP9498;                    North         East     Units Scale Factor Converg.
 DP9498;SPC MN S     -   316,556.219   663,757.167   MT  0.99995077   -1 12 35.9
 DP9498;SPC MN S     - 1,038,568.20  2,177,676.64   sFT  0.99995077   -1 12 35.9
 DP9498;UTM  15      - 4,979,459.771   284,891.592   MT  1.00016901   -1 55 34.8
 DP9498
 DP9498!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DP9498!SPC MN S     -   0.99996002  x   0.99995077  =   0.99991079
 DP9498!UTM  15      -   0.99996002  x   1.00016901  =   1.00012902
 DP9498
 DP9498_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTK8489179459(NAD 83)
 DP9498
 DP9498                          SUPERSEDED SURVEY CONTROL
 DP9498
 DP9498  NAVD 88 (11/03/15)  281.34   (m)  GEOID12B model used  GPS OBS        
 DP9498
 DP9498.Superseded values are not recommended for survey control.
 DP9498
 DP9498.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DP9498.See file dsdata.pdf to determine how the superseded data were derived.
 DP9498
 DP9498_MARKER: F = FLANGE-ENCASED ROD
 DP9498_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DP9498_STAMPING: 1212 E 2015
 DP9498_MARK LOGO: MNDT
 DP9498_PROJECTION: RECESSED 5 CENTIMETERS
 DP9498_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DP9498_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DP9498_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP9498+SATELLITE: SATELLITE OBSERVATIONS - September 09, 2019
 DP9498_ROD/PIPE-DEPTH: 15.2 meters
 DP9498
 DP9498  HISTORY     - Date     Condition        Report By
 DP9498  HISTORY     - 20150526 MONUMENTED       MNDT
 DP9498  HISTORY     - 20150818 GOOD             MNDT
 DP9498  HISTORY     - 20190909 GOOD             MNDT
 DP9498
 DP9498                          STATION DESCRIPTION
 DP9498
 DP9498'DESCRIBED BY MN DEPT OF TRANSP 2015
 DP9498'IN MONTEVIDEO, 0.1 MILE SOUTHEAST ALONG TRUNK HIGHWAY 212 FROM
 DP9498'JUNCTION OF TRUNK HIGHWAY 212 WITH TRUNK HIGHWAY 59 AND TRUNK HIGHWAY
 DP9498'29 IN MONTEVIDEO, AT TRUNK HIGHWAY 212 MILEPOINT 35.8, 100.7 FEET
 DP9498'SOUTHWEST OF TRUNK HIGHWAY 212, 72.3 FEET NORTHEAST OF RIVER ROAD
 DP9498'SOUTHWEST, 1.5 FEET NORTHEAST OF WITNESS POST.
 DP9498
 DP9498                          STATION RECOVERY (2015)
 DP9498
 DP9498'RECOVERY NOTE BY MN DEPT OF TRANSP 2015 (KDJ)
 DP9498'RECOVERED AS DESCRIBED.
 DP9498'
 DP9498'NOTE - THE STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM
 DP9498'ROD DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION REMOVABLE
 DP9498'DISK SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH
 DP9498'PVC PIPE BACK FILLED WITH WASHED SAND.
 DP9498
 DP9498                          STATION RECOVERY (2019)
 DP9498
 DP9498'RECOVERY NOTE BY MN DEPT OF TRANSP 2019 (MPP)
 DP9498'RECOVERED AS DESCRIBED.
 DP9498'
 DP9498'THE STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM ROD
 DP9498'DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION REMOVABLE DISK
 DP9498'SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH PVC
 DP9498'PIPE BACK FILLED WITH WASHED SAND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DI1801 ***********************************************************************
 DI1801  DESIGNATION -  1213 A
 DI1801  PID         -  DI1801
 DI1801  STATE/COUNTY-  MN/CHIPPEWA
 DI1801  COUNTRY     -  US
 DI1801  USGS QUAD   -  MAYNARD (2019)
 DI1801
 DI1801                         *CURRENT SURVEY CONTROL
 DI1801  ______________________________________________________________________
 DI1801* NAD 83(2011) POSITION- 44 57 46.51024(N) 095 28 21.03111(W)   ADJUSTED
 DI1801* NAD 83(2011) ELLIP HT-   291.186 (meters)        (06/27/12)   ADJUSTED
 DI1801* NAD 83(2011) EPOCH   -  2010.00
 DI1801* NAVD 88 ORTHO HEIGHT -   317.706 (meters)     1042.34  (feet) ADJUSTED
 DI1801  ______________________________________________________________________
 DI1801  GEOID HEIGHT    -        -26.514 (meters)                     GEOID18
 DI1801  NAD 83(2011) X  -   -431,131.668 (meters)                     COMP
 DI1801  NAD 83(2011) Y  - -4,500,104.749 (meters)                     COMP
 DI1801  NAD 83(2011) Z  -  4,484,639.382 (meters)                     COMP
 DI1801  LAPLACE CORR    -         -3.00  (seconds)                    DEFLEC18
 DI1801  DYNAMIC HEIGHT  -        317.683 (meters)     1042.27  (feet) COMP
 DI1801  MODELED GRAVITY -    980,534.5   (mgal)                       NAVD 88
 DI1801
 DI1801  VERT ORDER      -  SECOND    CLASS I
 DI1801
 DI1801  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DI1801  Standards:
 DI1801         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DI1801            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DI1801  -------------------------------------------------------------------
 DI1801  NETWORK    0.20   0.29           0.09   0.07   0.15     -0.03678094
 DI1801  -------------------------------------------------------------------
 DI1801  Click here for local accuracies and other accuracy information.
 DI1801
 DI1801.The horizontal coordinates were established by GPS observations
 DI1801.and adjusted by the National Geodetic Survey in June 2012.
 DI1801
 DI1801.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DI1801.been affixed to the stable North American tectonic plate. See 
 DI1801.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DI1801
 DI1801.The horizontal coordinates are valid at the epoch date displayed above
 DI1801.which is a decimal equivalence of Year/Month/Day.
 DI1801
 DI1801.The orthometric height was determined by differential leveling and
 DI1801.adjusted by the NATIONAL GEODETIC SURVEY
 DI1801.in November 2011.
 DI1801
 DI1801.Significant digits in the geoid height do not necessarily reflect accuracy.
 DI1801.GEOID18 height accuracy estimate available here.
 DI1801
 DI1801.Click photographs - Photos may exist for this station.
 DI1801
 DI1801.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DI1801
 DI1801.The Laplace correction was computed from DEFLEC18 derived deflections.
 DI1801
 DI1801.The ellipsoidal height was determined by GPS observations
 DI1801.and is referenced to NAD 83.
 DI1801
 DI1801.The dynamic height is computed by dividing the NAVD 88
 DI1801.geopotential number by the normal gravity value computed on the
 DI1801.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DI1801.degrees latitude (g = 980.6199 gals.).
 DI1801
 DI1801.The modeled gravity was interpolated from observed gravity values.
 DI1801
 DI1801. The following values were computed from the NAD 83(2011) position.
 DI1801
 DI1801;                    North         East     Units Scale Factor Converg.
 DI1801;SPC MN S     -   319,152.475   683,834.067   MT  0.99995444   -1 01 55.6
 DI1801;SPC MN S     - 1,047,086.08  2,243,545.60   sFT  0.99995444   -1 01 55.6
 DI1801;UTM  15      - 4,981,805.326   305,002.684   MT  1.00006758   -1 44 51.9
 DI1801
 DI1801!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DI1801!SPC MN S     -   0.99995435  x   0.99995444  =   0.99990879
 DI1801!UTM  15      -   0.99995435  x   1.00006758  =   1.00002192
 DI1801
 DI1801:                Primary Azimuth Mark                     Grid Az
 DI1801:SPC MN S     -  1213 A 1                                 181 20 48.3
 DI1801:UTM  15      -  1213 A 1                                 182 03 44.6
 DI1801
 DI1801_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUK0500281805(NAD 83)
 DI1801
 DI1801|---------------------------------------------------------------------|
 DI1801| PID    Reference Object                     Distance      Geod. Az  |
 DI1801|                                                           dddmmss.s |
 DI1801| DI1802 1213 A 1                            APPROX. 1.5 KM 1801852.7 |
 DI1801|---------------------------------------------------------------------|
 DI1801
 DI1801                          SUPERSEDED SURVEY CONTROL
 DI1801
 DI1801  NAD 83(2007)-  44 57 46.51023(N)    095 28 21.03113(W) AD(2002.00) 1
 DI1801  ELLIP H (03/04/09)  291.204  (m)                       GP(2002.00) 3 1
 DI1801  NAD 83(1996)-  44 57 46.50989(N)    095 28 21.03099(W) AD(       ) 1
 DI1801  ELLIP H (09/26/06)  291.230  (m)                       GP(       ) 3 1
 DI1801  NAVD 88 (02/23/11)  317.721  (m)         1042.39   (f) SUPERSEDED  2 1
 DI1801  NAVD 88             317.71   (m)         1042.4    (f) LEVELING    3  
 DI1801  NAVD 88 (09/26/06)  317.7    (m)  GEOID03  model used  GPS OBS        
 DI1801
 DI1801.Superseded values are not recommended for survey control.
 DI1801
 DI1801.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DI1801.See file dsdata.pdf to determine how the superseded data were derived.
 DI1801
 DI1801_MARKER: DB = BENCH MARK DISK
 DI1801_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DI1801_STAMPING: 1213 A 1952
 DI1801_MARK LOGO: MNHD
 DI1801_PROJECTION: FLUSH
 DI1801_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 DI1801_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DI1801+STABILITY: SURFACE MOTION
 DI1801_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DI1801+SATELLITE: SATELLITE OBSERVATIONS - October 21, 2008
 DI1801
 DI1801  HISTORY     - Date     Condition        Report By
 DI1801  HISTORY     - 19520401 MONUMENTED       MNHD
 DI1801  HISTORY     - 20081021 GOOD             MNDT
 DI1801  HISTORY     - 20081021 GOOD             MNDT
 DI1801
 DI1801                          STATION DESCRIPTION
 DI1801
 DI1801'DESCRIBED BY MN HIGHWAY DEPT 1952
 DI1801'1.5 MILES SOUTH OF GLUEK, AT SOUTHEAST CORNER OF JUNCTION OF TRUNK
 DI1801'HIGHWAY 277 AND TOWNSHIP ROAD, 75 FEET EAST OF TRUNK HIGHWAY 277 (60TH
 DI1801'AVENUE SOUTHEAST), AT TRUNK HIGHWAY 277 STATION 52+02, 80 FEET SOUTH
 DI1801'OF TOWNSHIP ROAD (40TH STREET SOUTHEAST), 46.5 FEET SOUTH OF POWER
 DI1801'POLE, 1.6 FEET EAST OF WITNESS POST
 DI1801
 DI1801                          STATION RECOVERY (2008)
 DI1801
 DI1801'RECOVERY NOTE BY MN DEPT OF TRANSP 2008 (MPP)
 DI1801'THE MARK WAS RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.
 DI1801'THE MARK IS 1.5 MILES SOUTH OF GLUEK, AT SOUTHEAST CORNER OF JUNCTION
 DI1801'TRUNK HIGHWAY 277 AND 40TH STREET SOUTHEAST, AT TRUNK HIGHWAY 277
 DI1801'MILEPOINT 1.0, THEN 75 FEET EAST ON 40TH STREET SOUTHEAST, 80 FEET
 DI1801'SOUTH OF 40TH STREET SOUTHEAST, 46.5 FEET SOUTH OF POWER POLE, 1.6
 DI1801'FEET EAST OF WITNESS POST, AT TRUNK HIGHWAY 277 STATION 52+02.
 DI1801
 DI1801                          STATION RECOVERY (2008)
 DI1801
 DI1801'RECOVERY NOTE BY MN DEPT OF TRANSP 2008 (MPP)
 DI1801'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DI1802 ***********************************************************************
 DI1802  DESIGNATION -  1213 A 1
 DI1802  PID         -  DI1802
 DI1802  STATE/COUNTY-  MN/CHIPPEWA
 DI1802  COUNTRY     -  US
 DI1802  USGS QUAD   -  MAYNARD (2019)
 DI1802
 DI1802                         *CURRENT SURVEY CONTROL
 DI1802  ______________________________________________________________________
 DI1802* NAD 83(2011) POSITION- 44 56 56.39299(N) 095 28 21.41868(W)   ADJUSTED
 DI1802* NAD 83(2011) ELLIP HT-   291.925 (meters)        (06/27/12)   ADJUSTED
 DI1802* NAD 83(2011) EPOCH   -  2010.00
 DI1802* NAVD 88 ORTHO HEIGHT -   318.460 (meters)     1044.81  (feet) ADJUSTED
 DI1802  ______________________________________________________________________
 DI1802  GEOID HEIGHT    -        -26.523 (meters)                     GEOID18
 DI1802  NAD 83(2011) X  -   -431,244.430 (meters)                     COMP
 DI1802  NAD 83(2011) Y  - -4,501,192.654 (meters)                     COMP
 DI1802  NAD 83(2011) Z  -  4,483,545.045 (meters)                     COMP
 DI1802  LAPLACE CORR    -         -3.17  (seconds)                    DEFLEC18
 DI1802  DYNAMIC HEIGHT  -        318.436 (meters)     1044.74  (feet) COMP
 DI1802  MODELED GRAVITY -    980,533.8   (mgal)                       NAVD 88
 DI1802
 DI1802  VERT ORDER      -  SECOND    CLASS I
 DI1802
 DI1802  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DI1802  Standards:
 DI1802         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DI1802            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DI1802  -------------------------------------------------------------------
 DI1802  NETWORK    0.20   0.31           0.09   0.07   0.16     -0.01170750
 DI1802  -------------------------------------------------------------------
 DI1802  Click here for local accuracies and other accuracy information.
 DI1802
 DI1802.The horizontal coordinates were established by GPS observations
 DI1802.and adjusted by the National Geodetic Survey in June 2012.
 DI1802
 DI1802.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DI1802.been affixed to the stable North American tectonic plate. See 
 DI1802.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DI1802
 DI1802.The horizontal coordinates are valid at the epoch date displayed above
 DI1802.which is a decimal equivalence of Year/Month/Day.
 DI1802
 DI1802.The orthometric height was determined by differential leveling and
 DI1802.adjusted by the NATIONAL GEODETIC SURVEY
 DI1802.in November 2011.
 DI1802
 DI1802.Significant digits in the geoid height do not necessarily reflect accuracy.
 DI1802.GEOID18 height accuracy estimate available here.
 DI1802
 DI1802.Click photographs - Photos may exist for this station.
 DI1802
 DI1802.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DI1802
 DI1802.The Laplace correction was computed from DEFLEC18 derived deflections.
 DI1802
 DI1802.The ellipsoidal height was determined by GPS observations
 DI1802.and is referenced to NAD 83.
 DI1802
 DI1802.The dynamic height is computed by dividing the NAVD 88
 DI1802.geopotential number by the normal gravity value computed on the
 DI1802.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DI1802.degrees latitude (g = 980.6199 gals.).
 DI1802
 DI1802.The modeled gravity was interpolated from observed gravity values.
 DI1802
 DI1802. The following values were computed from the NAD 83(2011) position.
 DI1802
 DI1802;                    North         East     Units Scale Factor Converg.
 DI1802;SPC MN S     -   317,605.847   683,797.707   MT  0.99995252   -1 01 55.9
 DI1802;SPC MN S     - 1,042,011.85  2,243,426.31   sFT  0.99995252   -1 01 55.9
 DI1802;UTM  15      - 4,980,259.095   304,947.008   MT  1.00006785   -1 44 50.6
 DI1802
 DI1802!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DI1802!SPC MN S     -   0.99995423  x   0.99995252  =   0.99990675
 DI1802!UTM  15      -   0.99995423  x   1.00006785  =   1.00002208
 DI1802
 DI1802:                Primary Azimuth Mark                     Grid Az
 DI1802:SPC MN S     -  DRAGSTEN                                 268 10 23.5
 DI1802:UTM  15      -  DRAGSTEN                                 268 53 18.2
 DI1802
 DI1802_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUK0494780259(NAD 83)
 DI1802
 DI1802|---------------------------------------------------------------------|
 DI1802| PID    Reference Object                     Distance      Geod. Az  |
 DI1802|                                                           dddmmss.s |
 DI1802| AA6239 DRAGSTEN                            436.523 METERS 2670827.6 |
 DI1802|---------------------------------------------------------------------|
 DI1802
 DI1802                          SUPERSEDED SURVEY CONTROL
 DI1802
 DI1802  NAD 83(2007)-  44 56 56.39298(N)    095 28 21.41897(W) AD(2002.00) 1
 DI1802  ELLIP H (01/29/10)  291.944  (m)                       GP(2002.00) 1 2
 DI1802  NAD 83(2007)-  44 56 56.39264(N)    095 28 21.41922(W) AD(2002.00) 1
 DI1802  ELLIP H (03/04/09)  291.955  (m)                       GP(2002.00) 3 1
 DI1802  NAD 83(1996)-  44 56 56.39230(N)    095 28 21.41897(W) AD(       ) 1
 DI1802  ELLIP H (09/26/06)  291.983  (m)                       GP(       ) 3 1
 DI1802  NAVD 88 (02/23/11)  318.472  (m)         1044.85   (f) SUPERSEDED  2 1
 DI1802  NAVD 88             318.46   (m)         1044.8    (f) LEVELING    3  
 DI1802  NAVD 88 (09/26/06)  318.5    (m)  GEOID03  model used  GPS OBS        
 DI1802
 DI1802.Superseded values are not recommended for survey control.
 DI1802
 DI1802.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DI1802.See file dsdata.pdf to determine how the superseded data were derived.
 DI1802
 DI1802_MARKER: DB = BENCH MARK DISK
 DI1802_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DI1802_STAMPING: 1213 A 1 1952
 DI1802_MARK LOGO: MNHD
 DI1802_PROJECTION: FLUSH
 DI1802_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 DI1802_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DI1802+STABILITY: SURFACE MOTION
 DI1802_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DI1802+SATELLITE: SATELLITE OBSERVATIONS - October 21, 2008
 DI1802
 DI1802  HISTORY     - Date     Condition        Report By
 DI1802  HISTORY     - 19520401 MONUMENTED       MNHD
 DI1802  HISTORY     - 20081021 GOOD             MNDT
 DI1802  HISTORY     - 20081021 GOOD             MNDT
 DI1802
 DI1802                          STATION DESCRIPTION
 DI1802
 DI1802'DESCRIBED BY MN HIGHWAY DEPT 1952
 DI1802'5.0 MILES WEST OF CLARA CITY, 4.9 MILES WEST ALONG TRUNK HIGHWAY 7
 DI1802'FROM JUNCTION OF TRUNK HIGHWAY 7 AND TRUNK HIGHWAY 23 IN CLARA CITY,
 DI1802'AT MILEPOINT 85.90, AT NORTHEAST CORNER OF JUNCTION OF TRUNK HIGHWAY
 DI1802'277 AND TRUNK HIGHWAY 7-TRUNK HIGHWAY 23, 126.0 FEET NORTH OF TRUNK
 DI1802'HIGHWAY 7, 81 FEET EAST OF TRUNK HIGHWAY 277, AT TRUNK HIGHWAY 277
 DI1802'STATION 1+27, 64.0 FEET SOUTHWEST OF SOUTHWEST CORNER OF HOUSE NUMBER
 DI1802'6005, 22.5 FEET NORTH OF NORTHWEST CORNER OF BOULDER, 6.7 FEET WEST OF
 DI1802'SOUTHWEST LEG OF WINDMILL
 DI1802
 DI1802                          STATION RECOVERY (2008)
 DI1802
 DI1802'RECOVERY NOTE BY MN DEPT OF TRANSP 2008 (MPP)
 DI1802'THE MARK WAS RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.
 DI1802'THE MARK IS 5.0 MILES WEST OF CLARA CITY, 4.9 MILES WEST ALONG TRUNK
 DI1802'HIGHWAY 7 FROM JUNCTION OF TRUNK HIGHWAY 7 AND TRUNK HIGHWAY 23 IN
 DI1802'CLARA CITY, AT TRUNK HIGHWAY 7 MILEPOINT 85.90, AT NORTHEAST CORNER OF
 DI1802'JUNCTION TRUNK HIGHWAY 277 AND TRUNK HIGHWAY 7, 126.0 FEET NORTH OF
 DI1802'TRUNK HIGHWAY 7, 81 FEET EAST OF TRUNK HIGHWAY 277, 64.0 FEET
 DI1802'SOUTHWEST OF SOUTHWEST CORNER OF HOUSE NUMBER 6005, 22.5 FEET NORTH OF
 DI1802'NORTHWEST CORNER OF BOULDER, 6.7 FEET WEST OF SOUTHWEST LEG OF
 DI1802'WINDMILL, AT TRUNK HIGHWAY 277 STATION 1+27.
 DI1802
 DI1802                          STATION RECOVERY (2008)
 DI1802
 DI1802'RECOVERY NOTE BY MN DEPT OF TRANSP 2008 (MPP)
 DI1802'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DM4904 ***********************************************************************
 DM4904  DESIGNATION -  1213 B
 DM4904  PID         -  DM4904
 DM4904  STATE/COUNTY-  MN/CHIPPEWA
 DM4904  COUNTRY     -  US
 DM4904  USGS QUAD   -  KERKHOVEN SW (2019)
 DM4904
 DM4904                         *CURRENT SURVEY CONTROL
 DM4904  ______________________________________________________________________
 DM4904* NAD 83(1986) POSITION- 45 03 15.     (N) 095 28 21.     (W)   SCALED
 DM4904* NAVD 88 ORTHO HEIGHT -   318.538 (meters)     1045.07  (feet) ADJUSTED
 DM4904  ______________________________________________________________________
 DM4904  GEOID HEIGHT    -        -26.493 (meters)                     GEOID18
 DM4904  DYNAMIC HEIGHT  -        318.516 (meters)     1045.00  (feet) COMP
 DM4904  MODELED GRAVITY -    980,537.7   (mgal)                       NAVD 88
 DM4904
 DM4904  VERT ORDER      -  SECOND    CLASS I
 DM4904
 DM4904.The horizontal coordinates were scaled from a map and have
 DM4904.an estimated accuracy of +/- 6 seconds.
 DM4904
 DM4904.The orthometric height was determined by differential leveling and
 DM4904.adjusted by the NATIONAL GEODETIC SURVEY
 DM4904.in February 2011.
 DM4904
 DM4904.No vertical observational check was made to the station.
 DM4904
 DM4904.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM4904.GEOID18 height accuracy estimate available here.
 DM4904
 DM4904.Click photographs - Photos may exist for this station.
 DM4904
 DM4904.The dynamic height is computed by dividing the NAVD 88
 DM4904.geopotential number by the normal gravity value computed on the
 DM4904.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM4904.degrees latitude (g = 980.6199 gals.).
 DM4904
 DM4904.The modeled gravity was interpolated from observed gravity values.
 DM4904
 DM4904;                    North         East    Units  Estimated Accuracy
 DM4904;SPC MN S     -   329,290.      684,020.      MT  (+/- 180 meters Scaled)
 DM4904
 DM4904_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUK053919(NAD 83)
 DM4904
 DM4904                          SUPERSEDED SURVEY CONTROL
 DM4904
 DM4904.No superseded survey control is available for this station.
 DM4904
 DM4904_MARKER: DB = BENCH MARK DISK
 DM4904_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DM4904_SP_SET: BRIDGE ABUTMENT
 DM4904_STAMPING: 1213 B
 DM4904_MARK LOGO: MNHD
 DM4904_MAGNETIC: N = NO MAGNETIC MATERIAL
 DM4904_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DM4904_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DM4904+SATELLITE: SATELLITE OBSERVATIONS - October 21, 2008
 DM4904
 DM4904  HISTORY     - Date     Condition        Report By
 DM4904  HISTORY     - 1952     MONUMENTED       MNHD
 DM4904  HISTORY     - 20081021 GOOD             MNDT
 DM4904
 DM4904                          STATION DESCRIPTION
 DM4904
 DM4904'DESCRIBED BY MN DEPT OF TRANSP 2008 (MPP)
 DM4904'THE MARK IS 4.75 MI (7.6 KM) NORTH OF GLUEK, 4.3 MI (6.9 KM) NORTH ON
 DM4904'TRUNK HIGHWAY 277 FROM THE JUNCTION TRUNK HIGHWAY 277 AND COUNTY ROAD
 DM4904'36 NEAR GLUEK, 3.75 MI (6.0 KM) SOUTH OF THE JUNCTION TRUNK HIGHWAY
 DM4904'277 AND TRUNK HIGHWAY 40, IN ABUTMENT AT SOUTHEAST CORNER OF TRUNK
 DM4904'HIGHWAY 277 BRIDGE 6816.
 DM4904'
 DM4904'IT IS 18 FT (5.5 M) EAST OF TRUNK HIGHWAY 277, AT TRUNK HIGHWAY 277
 DM4904'STATION 385+53.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DL6268 ***********************************************************************
 DL6268  DESIGNATION -  1213 D
 DL6268  PID         -  DL6268
 DL6268  STATE/COUNTY-  MN/CHIPPEWA
 DL6268  COUNTRY     -  US
 DL6268  USGS QUAD   -  KERKHOVEN SW (2019)
 DL6268
 DL6268                         *CURRENT SURVEY CONTROL
 DL6268  ______________________________________________________________________
 DL6268* NAD 83(2011) POSITION- 45 05 38.06069(N) 095 28 19.91301(W)   ADJUSTED
 DL6268* NAD 83(2011) ELLIP HT-   290.792 (meters)        (06/27/12)   ADJUSTED
 DL6268* NAD 83(2011) EPOCH   -  2010.00
 DL6268* NAVD 88 ORTHO HEIGHT -   317.290 (meters)     1040.98  (feet) ADJUSTED
 DL6268  ______________________________________________________________________
 DL6268  GEOID HEIGHT    -        -26.497 (meters)                     GEOID18
 DL6268  NAD 83(2011) X  -   -430,125.127 (meters)                     COMP
 DL6268  NAD 83(2011) Y  - -4,489,854.957 (meters)                     COMP
 DL6268  NAD 83(2011) Z  -  4,494,927.681 (meters)                     COMP
 DL6268  LAPLACE CORR    -         -1.59  (seconds)                    DEFLEC18
 DL6268  DYNAMIC HEIGHT  -        317.268 (meters)     1040.90  (feet) COMP
 DL6268  MODELED GRAVITY -    980,540.1   (mgal)                       NAVD 88
 DL6268
 DL6268  VERT ORDER      -  SECOND    CLASS I
 DL6268
 DL6268  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DL6268  Standards:
 DL6268         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DL6268            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DL6268  -------------------------------------------------------------------
 DL6268  NETWORK    0.21   0.33           0.10   0.07   0.17     -0.02443191
 DL6268  -------------------------------------------------------------------
 DL6268  Click here for local accuracies and other accuracy information.
 DL6268
 DL6268.The horizontal coordinates were established by GPS observations
 DL6268.and adjusted by the National Geodetic Survey in June 2012.
 DL6268
 DL6268.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DL6268.been affixed to the stable North American tectonic plate. See 
 DL6268.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DL6268
 DL6268.The horizontal coordinates are valid at the epoch date displayed above
 DL6268.which is a decimal equivalence of Year/Month/Day.
 DL6268
 DL6268.The orthometric height was determined by differential leveling and
 DL6268.adjusted by the NATIONAL GEODETIC SURVEY
 DL6268.in February 2011.
 DL6268
 DL6268.No vertical observational check was made to the station.
 DL6268
 DL6268.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL6268.GEOID18 height accuracy estimate available here.
 DL6268
 DL6268.Click photographs - Photos may exist for this station.
 DL6268
 DL6268.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DL6268
 DL6268.The Laplace correction was computed from DEFLEC18 derived deflections.
 DL6268
 DL6268.The ellipsoidal height was determined by GPS observations
 DL6268.and is referenced to NAD 83.
 DL6268
 DL6268.The dynamic height is computed by dividing the NAVD 88
 DL6268.geopotential number by the normal gravity value computed on the
 DL6268.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL6268.degrees latitude (g = 980.6199 gals.).
 DL6268
 DL6268.The modeled gravity was interpolated from observed gravity values.
 DL6268
 DL6268. The following values were computed from the NAD 83(2011) position.
 DL6268
 DL6268;                    North         East     Units Scale Factor Converg.
 DL6268;SPC MN S     -   333,705.963   684,120.713   MT  0.99997549   -1 01 54.9
 DL6268;SPC MN S     - 1,094,833.65  2,244,486.04   sFT  0.99997549   -1 01 54.9
 DL6268;UTM  15      - 4,996,355.564   305,471.629   MT  1.00006532   -1 45 05.5
 DL6268
 DL6268!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DL6268!SPC MN S     -   0.99995441  x   0.99997549  =   0.99992990
 DL6268!UTM  15      -   0.99995441  x   1.00006532  =   1.00001973
 DL6268
 DL6268:                Primary Azimuth Mark                     Grid Az
 DL6268:SPC MN S     -  1213 E                                   182 29 50.2
 DL6268:UTM  15      -  1213 E                                   183 13 00.8
 DL6268
 DL6268_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUK0547196355(NAD 83)
 DL6268
 DL6268|---------------------------------------------------------------------|
 DL6268| PID    Reference Object                     Distance      Geod. Az  |
 DL6268|                                                           dddmmss.s |
 DL6268| DL6269 1213 E                              APPROX. 1.6 KM 1812755.3 |
 DL6268|---------------------------------------------------------------------|
 DL6268
 DL6268                          SUPERSEDED SURVEY CONTROL
 DL6268
 DL6268  NAD 83(2007)-  45 05 38.06066(N)    095 28 19.91347(W) AD(2002.00) 1
 DL6268  ELLIP H (01/29/10)  290.815  (m)                       GP(2002.00) 1 2
 DL6268  NAVD 88             317.28   (m)         1040.9    (f) LEVELING    3  
 DL6268
 DL6268.Superseded values are not recommended for survey control.
 DL6268
 DL6268.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL6268.See file dsdata.pdf to determine how the superseded data were derived.
 DL6268
 DL6268_MARKER: I = METAL ROD
 DL6268_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DL6268_STAMPING: 1213 D 2008
 DL6268_MARK LOGO: MNDT
 DL6268_PROJECTION: RECESSED 3 CENTIMETERS
 DL6268_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DL6268_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL6268_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL6268+SATELLITE: SATELLITE OBSERVATIONS - November 05, 2019
 DL6268_ROD/PIPE-DEPTH: 10.7 meters
 DL6268
 DL6268  HISTORY     - Date     Condition        Report By
 DL6268  HISTORY     - 20081104 MONUMENTED       MNDT
 DL6268  HISTORY     - 20090416 GOOD             MNDT
 DL6268  HISTORY     - 20130710 GOOD             MNDT
 DL6268  HISTORY     - 20191105 GOOD             MNDT
 DL6268
 DL6268                          STATION DESCRIPTION
 DL6268
 DL6268'DESCRIBED BY MN DEPT OF TRANSP 2008
 DL6268'THE MARK IS 7.50 MILES NORTH OF GLUEK, 7.60 MILES NORTH ALONG TRUNK
 DL6268'HIGHWAY 277 FROM JUNCTION OF TRUNK HIGHWAY 277 AND 26TH STREET
 DL6268'SOUTHEAST IN GLUEK, AT TRUNK HIGHWAY 277 MILEPOINT 10.0, 68.3 FEET
 DL6268'EAST OF TRUNK HIGHWAY 277, 57.0 FEET NORTH OF 50TH STREET NORTHEAST,
 DL6268'11.0 FEET NORTHWEST OF FENCE CORNER, 2.0 FEET NORTH OF WITNESS POST.
 DL6268
 DL6268                          STATION RECOVERY (2009)
 DL6268
 DL6268'RECOVERY NOTE BY MN DEPT OF TRANSP 2009 (MPP)
 DL6268'RECOVERED AS DESCRIBED.
 DL6268
 DL6268                          STATION RECOVERY (2013)
 DL6268
 DL6268'RECOVERY NOTE BY MN DEPT OF TRANSP 2013 (DAS)
 DL6268'7.50 MI (12.1 KM) NORTH OF GLUEK, 7.60 MI (12.2 KM) NORTH ALONG TRUNK
 DL6268'HIGHWAY 277  FROM THE JUNCTION OF TRUNK HIGHWAY 277 AND 26TH STREET
 DL6268'SOUTHEAST IN GLUEK, AT TRUNK HIGHWAY 277 MILE POINT 10.0, 68.3 FT
 DL6268'(20.8 M) EAST OF TRUNK HIGHWAY 277, 57.0 FT (17.4 M) NORTH OF 50TH
 DL6268'STREET NORTHEAST, 11.0 FT (3.4 M) NORTHWEST OF A FENCE CORNER, 2.0 FT
 DL6268'(0.6 M) NORTH OF A WITNESS POST.
 DL6268
 DL6268                          STATION RECOVERY (2019)
 DL6268
 DL6268'RECOVERY NOTE BY MN DEPT OF TRANSP 2019 (KMS)
 DL6268'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DL6269 ***********************************************************************
 DL6269  DESIGNATION -  1213 E
 DL6269  PID         -  DL6269
 DL6269  STATE/COUNTY-  MN/CHIPPEWA
 DL6269  COUNTRY     -  US
 DL6269  USGS QUAD   -  KERKHOVEN SW (2019)
 DL6269
 DL6269                         *CURRENT SURVEY CONTROL
 DL6269  ______________________________________________________________________
 DL6269* NAD 83(2011) POSITION- 45 04 45.73785(N) 095 28 21.80216(W)   ADJUSTED
 DL6269* NAD 83(2011) ELLIP HT-   294.289 (meters)        (06/27/12)   ADJUSTED
 DL6269* NAD 83(2011) EPOCH   -  2010.00
 DL6269* NAVD 88 ORTHO HEIGHT -   320.785 (meters)     1052.44  (feet) ADJUSTED
 DL6269  ______________________________________________________________________
 DL6269  GEOID HEIGHT    -        -26.495 (meters)                     GEOID18
 DL6269  NAD 83(2011) X  -   -430,275.582 (meters)                     COMP
 DL6269  NAD 83(2011) Y  - -4,490,992.178 (meters)                     COMP
 DL6269  NAD 83(2011) Z  -  4,493,789.696 (meters)                     COMP
 DL6269  LAPLACE CORR    -         -1.70  (seconds)                    DEFLEC18
 DL6269  DYNAMIC HEIGHT  -        320.763 (meters)     1052.37  (feet) COMP
 DL6269  MODELED GRAVITY -    980,539.2   (mgal)                       NAVD 88
 DL6269
 DL6269  VERT ORDER      -  SECOND    CLASS I
 DL6269
 DL6269  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DL6269  Standards:
 DL6269         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DL6269            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DL6269  -------------------------------------------------------------------
 DL6269  NETWORK    0.21   0.33           0.10   0.07   0.17     -0.00302866
 DL6269  -------------------------------------------------------------------
 DL6269  Click here for local accuracies and other accuracy information.
 DL6269
 DL6269.The horizontal coordinates were established by GPS observations
 DL6269.and adjusted by the National Geodetic Survey in June 2012.
 DL6269
 DL6269.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DL6269.been affixed to the stable North American tectonic plate. See 
 DL6269.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DL6269
 DL6269.The horizontal coordinates are valid at the epoch date displayed above
 DL6269.which is a decimal equivalence of Year/Month/Day.
 DL6269
 DL6269.The orthometric height was determined by differential leveling and
 DL6269.adjusted by the NATIONAL GEODETIC SURVEY
 DL6269.in February 2011.
 DL6269
 DL6269.No vertical observational check was made to the station.
 DL6269
 DL6269.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL6269.GEOID18 height accuracy estimate available here.
 DL6269
 DL6269.Click photographs - Photos may exist for this station.
 DL6269
 DL6269.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DL6269
 DL6269.The Laplace correction was computed from DEFLEC18 derived deflections.
 DL6269
 DL6269.The ellipsoidal height was determined by GPS observations
 DL6269.and is referenced to NAD 83.
 DL6269
 DL6269.The dynamic height is computed by dividing the NAVD 88
 DL6269.geopotential number by the normal gravity value computed on the
 DL6269.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL6269.degrees latitude (g = 980.6199 gals.).
 DL6269
 DL6269.The modeled gravity was interpolated from observed gravity values.
 DL6269
 DL6269. The following values were computed from the NAD 83(2011) position.
 DL6269
 DL6269;                    North         East     Units Scale Factor Converg.
 DL6269;SPC MN S     -   332,091.783   684,050.314   MT  0.99997290   -1 01 56.2
 DL6269;SPC MN S     - 1,089,537.79  2,244,255.07   sFT  0.99997290   -1 01 56.2
 DL6269;UTM  15      - 4,994,742.249   305,380.961   MT  1.00006575   -1 45 05.2
 DL6269
 DL6269!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DL6269!SPC MN S     -   0.99995386  x   0.99997290  =   0.99992676
 DL6269!UTM  15      -   0.99995386  x   1.00006575  =   1.00001961
 DL6269
 DL6269:                Primary Azimuth Mark                     Grid Az
 DL6269:SPC MN S     -  1213 D                                   002 29 50.1
 DL6269:UTM  15      -  1213 D                                   003 12 59.1
 DL6269
 DL6269_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUK0538094742(NAD 83)
 DL6269
 DL6269|---------------------------------------------------------------------|
 DL6269| PID    Reference Object                     Distance      Geod. Az  |
 DL6269|                                                           dddmmss.s |
 DL6269| DL6268 1213 D                              APPROX. 1.6 KM 0012753.9 |
 DL6269| DL6270 1213 F                              APPROX. 1.6 KM 1802121.0 |
 DL6269|---------------------------------------------------------------------|
 DL6269
 DL6269                          SUPERSEDED SURVEY CONTROL
 DL6269
 DL6269  NAD 83(2007)-  45 04 45.73782(N)    095 28 21.80263(W) AD(2002.00) 1
 DL6269  ELLIP H (01/29/10)  294.312  (m)                       GP(2002.00) 1 2
 DL6269  NAVD 88             320.78   (m)         1052.4    (f) LEVELING    3  
 DL6269
 DL6269.Superseded values are not recommended for survey control.
 DL6269
 DL6269.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL6269.See file dsdata.pdf to determine how the superseded data were derived.
 DL6269
 DL6269_MARKER: I = METAL ROD
 DL6269_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DL6269_STAMPING: 1213 E 2008
 DL6269_MARK LOGO: MNDT
 DL6269_PROJECTION: RECESSED 5 CENTIMETERS
 DL6269_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DL6269_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL6269_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL6269+SATELLITE: SATELLITE OBSERVATIONS - October 01, 2013
 DL6269_ROD/PIPE-DEPTH: 7.6 meters
 DL6269
 DL6269  HISTORY     - Date     Condition        Report By
 DL6269  HISTORY     - 20081104 MONUMENTED       MNDT
 DL6269  HISTORY     - 20090416 GOOD             MNDT
 DL6269  HISTORY     - 20131001 GOOD             MNDT
 DL6269
 DL6269                          STATION DESCRIPTION
 DL6269
 DL6269'DESCRIBED BY MN DEPT OF TRANSP 2008
 DL6269'THE MARK IS 6.5 MILES NORTH OF GLUEK, 6.6 MILES NORTH ALONG TRUNK
 DL6269'HIGHWAY 277 FROM JUNCTION OF TRUNK HIGHWAY 277 AND 26TH STREET
 DL6269'SOUTHEAST IN GLUEK, AT TRUNK HIGHWAY 277 MILEPOINT 9.0, 74.4 FEET
 DL6269'NORTH 40TH STREET NORTHEAST, 70.0 FEET WEST OF TRUNK HIGHWAY 277, 4.2
 DL6269'FEET EAST OF BURIED CABLE SIGN, 1.6 FEET EAST OF WITNESS POST.
 DL6269
 DL6269                          STATION RECOVERY (2009)
 DL6269
 DL6269'RECOVERY NOTE BY MN DEPT OF TRANSP 2009 (MPP)
 DL6269'RECOVERED AS DESCRIBED.
 DL6269
 DL6269                          STATION RECOVERY (2013)
 DL6269
 DL6269'RECOVERY NOTE BY MN DEPT OF TRANSP 2013 (MPP)
 DL6269'6.5 MILES NORTH OF GLUEK, 6.6 MILES NORTH ALONG TRUNK HIGHWAY 277 FROM
 DL6269'JUNCTION OF TRUNK HIGHWAY 277 AND 26TH STREET SOUTHEAST IN GLUEK, AT
 DL6269'TRUNK HIGHWAY 277 MILEPOINT 9.0, 74.4 FEET NORTH 40TH STREET
 DL6269'NORTHEAST, 70.0 FEET WEST OF TRUNK HIGHWAY 277, 4.2 FEET EAST OF
 DL6269'BURIED CABLE SIGN, 1.6 FEET EAST OF WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DL6270 ***********************************************************************
 DL6270  DESIGNATION -  1213 F
 DL6270  PID         -  DL6270
 DL6270  STATE/COUNTY-  MN/CHIPPEWA
 DL6270  COUNTRY     -  US
 DL6270  USGS QUAD   -  KERKHOVEN SW (2019)
 DL6270
 DL6270                         *CURRENT SURVEY CONTROL
 DL6270  ______________________________________________________________________
 DL6270* NAD 83(2011) POSITION- 45 03 53.32540(N) 095 28 22.26147(W)   ADJUSTED
 DL6270* NAD 83(2011) ELLIP HT-   293.995 (meters)        (06/27/12)   ADJUSTED
 DL6270* NAD 83(2011) EPOCH   -  2010.00
 DL6270* NAVD 88 ORTHO HEIGHT -   320.489 (meters)     1051.47  (feet) ADJUSTED
 DL6270  ______________________________________________________________________
 DL6270  GEOID HEIGHT    -        -26.494 (meters)                     GEOID18
 DL6270  NAD 83(2011) X  -   -430,394.821 (meters)                     COMP
 DL6270  NAD 83(2011) Y  - -4,492,131.374 (meters)                     COMP
 DL6270  NAD 83(2011) Z  -  4,492,646.784 (meters)                     COMP
 DL6270  LAPLACE CORR    -         -1.80  (seconds)                    DEFLEC18
 DL6270  DYNAMIC HEIGHT  -        320.467 (meters)     1051.40  (feet) COMP
 DL6270  MODELED GRAVITY -    980,538.3   (mgal)                       NAVD 88
 DL6270
 DL6270  VERT ORDER      -  SECOND    CLASS I
 DL6270
 DL6270  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DL6270  Standards:
 DL6270         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DL6270            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DL6270  -------------------------------------------------------------------
 DL6270  NETWORK    0.21   0.33           0.10   0.07   0.17     -0.02101700
 DL6270  -------------------------------------------------------------------
 DL6270  Click here for local accuracies and other accuracy information.
 DL6270
 DL6270.The horizontal coordinates were established by GPS observations
 DL6270.and adjusted by the National Geodetic Survey in June 2012.
 DL6270
 DL6270.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DL6270.been affixed to the stable North American tectonic plate. See 
 DL6270.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DL6270
 DL6270.The horizontal coordinates are valid at the epoch date displayed above
 DL6270.which is a decimal equivalence of Year/Month/Day.
 DL6270
 DL6270.The orthometric height was determined by differential leveling and
 DL6270.adjusted by the NATIONAL GEODETIC SURVEY
 DL6270.in February 2011.
 DL6270
 DL6270.No vertical observational check was made to the station.
 DL6270
 DL6270.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL6270.GEOID18 height accuracy estimate available here.
 DL6270
 DL6270.Click photographs - Photos may exist for this station.
 DL6270
 DL6270.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DL6270
 DL6270.The Laplace correction was computed from DEFLEC18 derived deflections.
 DL6270
 DL6270.The ellipsoidal height was determined by GPS observations
 DL6270.and is referenced to NAD 83.
 DL6270
 DL6270.The dynamic height is computed by dividing the NAVD 88
 DL6270.geopotential number by the normal gravity value computed on the
 DL6270.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL6270.degrees latitude (g = 980.6199 gals.).
 DL6270
 DL6270.The modeled gravity was interpolated from observed gravity values.
 DL6270
 DL6270. The following values were computed from the NAD 83(2011) position.
 DL6270
 DL6270;                    North         East     Units Scale Factor Converg.
 DL6270;SPC MN S     -   330,474.283   684,011.119   MT  0.99997036   -1 01 56.5
 DL6270;SPC MN S     - 1,084,231.04  2,244,126.48   sFT  0.99997036   -1 01 56.5
 DL6270;UTM  15      - 4,993,125.215   305,321.468   MT  1.00006604   -1 45 03.9
 DL6270
 DL6270!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DL6270!SPC MN S     -   0.99995391  x   0.99997036  =   0.99992427
 DL6270!UTM  15      -   0.99995391  x   1.00006604  =   1.00001994
 DL6270
 DL6270:                Primary Azimuth Mark                     Grid Az
 DL6270:SPC MN S     -  1213 E                                   001 23 17.1
 DL6270:UTM  15      -  1213 E                                   002 06 24.5
 DL6270
 DL6270_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUK0532193125(NAD 83)
 DL6270
 DL6270|---------------------------------------------------------------------|
 DL6270| PID    Reference Object                     Distance      Geod. Az  |
 DL6270|                                                           dddmmss.s |
 DL6270| DL6269 1213 E                              APPROX. 1.6 KM 0002120.6 |
 DL6270|---------------------------------------------------------------------|
 DL6270
 DL6270                          SUPERSEDED SURVEY CONTROL
 DL6270
 DL6270  NAD 83(2007)-  45 03 53.32537(N)    095 28 22.26194(W) AD(2002.00) 1
 DL6270  ELLIP H (01/29/10)  294.018  (m)                       GP(2002.00) 1 2
 DL6270  NAVD 88             320.48   (m)         1051.4    (f) LEVELING    3  
 DL6270
 DL6270.Superseded values are not recommended for survey control.
 DL6270
 DL6270.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL6270.See file dsdata.pdf to determine how the superseded data were derived.
 DL6270
 DL6270_MARKER: DD = SURVEY DISK
 DL6270_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DL6270_STAMPING: 1213 F 2008
 DL6270_MARK LOGO: MNDT
 DL6270_PROJECTION: RECESSED 3 CENTIMETERS
 DL6270_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DL6270_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL6270_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL6270+SATELLITE: SATELLITE OBSERVATIONS - May 19, 2021
 DL6270_ROD/PIPE-DEPTH: 8.8 meters
 DL6270
 DL6270  HISTORY     - Date     Condition        Report By
 DL6270  HISTORY     - 20081104 MONUMENTED       MNDT
 DL6270  HISTORY     - 20090416 GOOD             MNDT
 DL6270  HISTORY     - 20210519 GOOD             MNDT
 DL6270
 DL6270                          STATION DESCRIPTION
 DL6270
 DL6270'DESCRIBED BY MN DEPT OF TRANSP 2008
 DL6270'THE MARK IS 5.5 MILES NORTH OF GLUEK, 5.6 MILES NORTH ALONG TRUNK
 DL6270'HIGHWAY 277 FROM JUNCTION OF TRUNK HIGHWAY 277 AND 26TH STREET
 DL6270'SOUTHEAST IN GLUEK, AT TRUNK HIGHWAY 277 MILEPOINT 8.0, 70.0 FEET WEST
 DL6270'OF TRUNK HIGHWAY 277, 68.5 FEET NORTH 30TH STREET NORTHEAST, 13.5 FEET
 DL6270'NORTHEAST OF CABLE PEDESTAL NUMBER D4P6, 1.7 FEET EAST OF WITNESS
 DL6270'POST.
 DL6270
 DL6270                          STATION RECOVERY (2009)
 DL6270
 DL6270'RECOVERY NOTE BY MN DEPT OF TRANSP 2009 (MPP)
 DL6270'RECOVERED AS DESCRIBED.
 DL6270
 DL6270                          STATION RECOVERY (2021)
 DL6270
 DL6270'RECOVERY NOTE BY MN DEPT OF TRANSP 2021 (TJD)
 DL6270'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DL6271 ***********************************************************************
 DL6271  DESIGNATION -  1213 G
 DL6271  PID         -  DL6271
 DL6271  STATE/COUNTY-  MN/CHIPPEWA
 DL6271  COUNTRY     -  US
 DL6271  USGS QUAD   -  KERKHOVEN SW (2019)
 DL6271
 DL6271                         *CURRENT SURVEY CONTROL
 DL6271  ______________________________________________________________________
 DL6271* NAD 83(2011) POSITION- 45 02 35.38840(N) 095 28 22.65426(W)   ADJUSTED
 DL6271* NAD 83(2011) ELLIP HT-   292.474 (meters)        (06/27/12)   ADJUSTED
 DL6271* NAD 83(2011) EPOCH   -  2010.00
 DL6271* NAVD 88 ORTHO HEIGHT -   318.972 (meters)     1046.49  (feet) ADJUSTED
 DL6271  ______________________________________________________________________
 DL6271  GEOID HEIGHT    -        -26.492 (meters)                     GEOID18
 DL6271  NAD 83(2011) X  -   -430,565.692 (meters)                     COMP
 DL6271  NAD 83(2011) Y  - -4,493,824.654 (meters)                     COMP
 DL6271  NAD 83(2011) Z  -  4,490,945.981 (meters)                     COMP
 DL6271  LAPLACE CORR    -         -1.94  (seconds)                    DEFLEC18
 DL6271  DYNAMIC HEIGHT  -        318.949 (meters)     1046.42  (feet) COMP
 DL6271  MODELED GRAVITY -    980,537.0   (mgal)                       NAVD 88
 DL6271
 DL6271  VERT ORDER      -  SECOND    CLASS I
 DL6271
 DL6271  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DL6271  Standards:
 DL6271         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DL6271            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DL6271  -------------------------------------------------------------------
 DL6271  NETWORK    0.21   0.31           0.10   0.07   0.16     -0.00116456
 DL6271  -------------------------------------------------------------------
 DL6271  Click here for local accuracies and other accuracy information.
 DL6271
 DL6271.The horizontal coordinates were established by GPS observations
 DL6271.and adjusted by the National Geodetic Survey in June 2012.
 DL6271
 DL6271.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DL6271.been affixed to the stable North American tectonic plate. See 
 DL6271.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DL6271
 DL6271.The horizontal coordinates are valid at the epoch date displayed above
 DL6271.which is a decimal equivalence of Year/Month/Day.
 DL6271
 DL6271.The orthometric height was determined by differential leveling and
 DL6271.adjusted by the NATIONAL GEODETIC SURVEY
 DL6271.in February 2011.
 DL6271
 DL6271.No vertical observational check was made to the station.
 DL6271
 DL6271.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL6271.GEOID18 height accuracy estimate available here.
 DL6271
 DL6271.Click photographs - Photos may exist for this station.
 DL6271
 DL6271.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DL6271
 DL6271.The Laplace correction was computed from DEFLEC18 derived deflections.
 DL6271
 DL6271.The ellipsoidal height was determined by GPS observations
 DL6271.and is referenced to NAD 83.
 DL6271
 DL6271.The dynamic height is computed by dividing the NAVD 88
 DL6271.geopotential number by the normal gravity value computed on the
 DL6271.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL6271.degrees latitude (g = 980.6199 gals.).
 DL6271
 DL6271.The modeled gravity was interpolated from observed gravity values.
 DL6271
 DL6271. The following values were computed from the NAD 83(2011) position.
 DL6271
 DL6271;                    North         East     Units Scale Factor Converg.
 DL6271;SPC MN S     -   328,068.971   683,959.178   MT  0.99996672   -1 01 56.8
 DL6271;SPC MN S     - 1,076,339.62  2,243,956.07   sFT  0.99996672   -1 01 56.8
 DL6271;UTM  15      - 4,990,720.509   305,239.364   MT  1.00006643   -1 45 01.8
 DL6271
 DL6271!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DL6271!SPC MN S     -   0.99995415  x   0.99996672  =   0.99992087
 DL6271!UTM  15      -   0.99995415  x   1.00006643  =   1.00002057
 DL6271
 DL6271_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUK0523990720(NAD 83)
 DL6271
 DL6271                          SUPERSEDED SURVEY CONTROL
 DL6271
 DL6271  NAD 83(2007)-  45 02 35.38825(N)    095 28 22.65446(W) AD(2002.00) 1
 DL6271  ELLIP H (01/29/10)  292.500  (m)                       GP(2002.00) 1 2
 DL6271  NAVD 88             318.96   (m)         1046.5    (f) LEVELING    3  
 DL6271
 DL6271.Superseded values are not recommended for survey control.
 DL6271
 DL6271.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL6271.See file dsdata.pdf to determine how the superseded data were derived.
 DL6271
 DL6271_MARKER: DD = SURVEY DISK
 DL6271_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DL6271_STAMPING: 1213 G 2008
 DL6271_MARK LOGO: MNDT
 DL6271_PROJECTION: FLUSH
 DL6271_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DL6271_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL6271_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL6271+SATELLITE: SATELLITE OBSERVATIONS - April 16, 2009
 DL6271_ROD/PIPE-DEPTH: 7.9 meters
 DL6271
 DL6271  HISTORY     - Date     Condition        Report By
 DL6271  HISTORY     - 20081105 MONUMENTED       MNDT
 DL6271  HISTORY     - 20090416 GOOD             MNDT
 DL6271
 DL6271                          STATION DESCRIPTION
 DL6271
 DL6271'DESCRIBED BY MN DEPT OF TRANSP 2008
 DL6271'THE MARK IS 4.0 MILES NORTH OF GLUEK, 4.05 MILES NORTH ALONG TRUNK
 DL6271'HIGHWAY 277 FROM JUNCTION OF TRUNK HIGHWAY 277 AND 26TH STREET
 DL6271'SOUTHEAST IN GLUEK, AT TRUNK HIGHWAY 277 MILEPOINT 6.5, 70.0 FEET WEST
 DL6271'OF TRUNK HIGHWAY 277, 25.3 FEET NORTH OF FIELD ENTRANCE, 2.3 FEET EAST
 DL6271'OF WITNESS POST, 2.0 FEET EAST OF CABLE POST.
 DL6271
 DL6271                          STATION RECOVERY (2009)
 DL6271
 DL6271'RECOVERY NOTE BY MN DEPT OF TRANSP 2009 (MPP)
 DL6271'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DL6272 ***********************************************************************
 DL6272  DESIGNATION -  1213 H
 DL6272  PID         -  DL6272
 DL6272  STATE/COUNTY-  MN/CHIPPEWA
 DL6272  COUNTRY     -  US
 DL6272  USGS QUAD   -  KERKHOVEN SW (2019)
 DL6272
 DL6272                         *CURRENT SURVEY CONTROL
 DL6272  ______________________________________________________________________
 DL6272* NAD 83(2011) POSITION- 45 00 24.10879(N) 095 28 23.85951(W)   ADJUSTED
 DL6272* NAD 83(2011) ELLIP HT-   289.982 (meters)        (06/27/12)   ADJUSTED
 DL6272* NAD 83(2011) EPOCH   -  2010.00
 DL6272* NAVD 88 ORTHO HEIGHT -   316.485 (meters)     1038.33  (feet) ADJUSTED
 DL6272  ______________________________________________________________________
 DL6272  GEOID HEIGHT    -        -26.495 (meters)                     GEOID18
 DL6272  NAD 83(2011) X  -   -430,865.243 (meters)                     COMP
 DL6272  NAD 83(2011) Y  - -4,496,674.320 (meters)                     COMP
 DL6272  NAD 83(2011) Z  -  4,488,079.705 (meters)                     COMP
 DL6272  LAPLACE CORR    -         -2.30  (seconds)                    DEFLEC18
 DL6272  DYNAMIC HEIGHT  -        316.461 (meters)     1038.26  (feet) COMP
 DL6272  MODELED GRAVITY -    980,534.8   (mgal)                       NAVD 88
 DL6272
 DL6272  VERT ORDER      -  SECOND    CLASS I
 DL6272
 DL6272  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DL6272  Standards:
 DL6272         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DL6272            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DL6272  -------------------------------------------------------------------
 DL6272  NETWORK    0.21   0.31           0.10   0.07   0.16     -0.03420221
 DL6272  -------------------------------------------------------------------
 DL6272  Click here for local accuracies and other accuracy information.
 DL6272
 DL6272.The horizontal coordinates were established by GPS observations
 DL6272.and adjusted by the National Geodetic Survey in June 2012.
 DL6272
 DL6272.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DL6272.been affixed to the stable North American tectonic plate. See 
 DL6272.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DL6272
 DL6272.The horizontal coordinates are valid at the epoch date displayed above
 DL6272.which is a decimal equivalence of Year/Month/Day.
 DL6272
 DL6272.The orthometric height was determined by differential leveling and
 DL6272.adjusted by the NATIONAL GEODETIC SURVEY
 DL6272.in November 2011.
 DL6272
 DL6272.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL6272.GEOID18 height accuracy estimate available here.
 DL6272
 DL6272.Click photographs - Photos may exist for this station.
 DL6272
 DL6272.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DL6272
 DL6272.The Laplace correction was computed from DEFLEC18 derived deflections.
 DL6272
 DL6272.The ellipsoidal height was determined by GPS observations
 DL6272.and is referenced to NAD 83.
 DL6272
 DL6272.The dynamic height is computed by dividing the NAVD 88
 DL6272.geopotential number by the normal gravity value computed on the
 DL6272.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL6272.degrees latitude (g = 980.6199 gals.).
 DL6272
 DL6272.The modeled gravity was interpolated from observed gravity values.
 DL6272
 DL6272. The following values were computed from the NAD 83(2011) position.
 DL6272
 DL6272;                    North         East     Units Scale Factor Converg.
 DL6272;SPC MN S     -   324,017.640   683,859.770   MT  0.99996089   -1 01 57.6
 DL6272;SPC MN S     - 1,063,047.87  2,243,629.93   sFT  0.99996089   -1 01 57.6
 DL6272;UTM  15      - 4,986,670.323   305,089.215   MT  1.00006716   -1 44 58.7
 DL6272
 DL6272!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DL6272!SPC MN S     -   0.99995454  x   0.99996089  =   0.99991543
 DL6272!UTM  15      -   0.99995454  x   1.00006716  =   1.00002169
 DL6272
 DL6272:                Primary Azimuth Mark                     Grid Az
 DL6272:SPC MN S     -  1213 J                                   181 09 24.5
 DL6272:UTM  15      -  1213 J                                   181 52 25.6
 DL6272
 DL6272_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUK0508986670(NAD 83)
 DL6272
 DL6272|---------------------------------------------------------------------|
 DL6272| PID    Reference Object                     Distance      Geod. Az  |
 DL6272|                                                           dddmmss.s |
 DL6272| DL6273 1213 J                              APPROX. 1.6 KM 1800726.9 |
 DL6272|---------------------------------------------------------------------|
 DL6272
 DL6272                          SUPERSEDED SURVEY CONTROL
 DL6272
 DL6272  NAD 83(2007)-  45 00 24.10867(N)    095 28 23.85961(W) AD(2002.00) 1
 DL6272  ELLIP H (01/29/10)  290.006  (m)                       GP(2002.00) 1 2
 DL6272  NAVD 88 (02/23/11)  316.491  (m)         1038.35   (f) SUPERSEDED  2 1
 DL6272  NAVD 88             316.48   (m)         1038.3    (f) LEVELING    3  
 DL6272
 DL6272.Superseded values are not recommended for survey control.
 DL6272
 DL6272.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL6272.See file dsdata.pdf to determine how the superseded data were derived.
 DL6272
 DL6272_MARKER: F = FLANGE-ENCASED ROD
 DL6272_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DL6272_STAMPING: 1213 H 2008
 DL6272_MARK LOGO: MNDT
 DL6272_PROJECTION: RECESSED 5 CENTIMETERS
 DL6272_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DL6272_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL6272_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL6272+SATELLITE: SATELLITE OBSERVATIONS - April 16, 2009
 DL6272_ROD/PIPE-DEPTH: 7.6 meters
 DL6272
 DL6272  HISTORY     - Date     Condition        Report By
 DL6272  HISTORY     - 20081104 MONUMENTED       MNDT
 DL6272  HISTORY     - 20090416 GOOD             MNDT
 DL6272
 DL6272                          STATION DESCRIPTION
 DL6272
 DL6272'DESCRIBED BY MN DEPT OF TRANSP 2008
 DL6272'THE MARK IS 1.5 MILES NORTH OF GLUEK, 1.5 MILES NORTH ALONG TRUNK
 DL6272'HIGHWAY 277 FROM JUNCTION OF TRUNK HIGHWAY 277 AND 26TH STREET
 DL6272'SOUTHEAST IN GLUEK, AT TRUNK HIGHWAY 277 MILEPOINT 4.0, 92.0 FEET WEST
 DL6272'OF TRUNK HIGHWAY 277, 56.8 FEET EAST OF POWER POLE, 27.7 FEET SOUTH OF
 DL6272'10TH STREET SOUTHEAST, 1.7 FEET NORTH OF WITNESS POST.
 DL6272
 DL6272                          STATION RECOVERY (2009)
 DL6272
 DL6272'RECOVERY NOTE BY MN DEPT OF TRANSP 2009 (MPP)
 DL6272'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DL6273 ***********************************************************************
 DL6273  DESIGNATION -  1213 J
 DL6273  PID         -  DL6273
 DL6273  STATE/COUNTY-  MN/CHIPPEWA
 DL6273  COUNTRY     -  US
 DL6273  USGS QUAD   -  MAYNARD (2019)
 DL6273
 DL6273                         *CURRENT SURVEY CONTROL
 DL6273  ______________________________________________________________________
 DL6273* NAD 83(2011) POSITION- 44 59 32.41256(N) 095 28 24.01735(W)   ADJUSTED
 DL6273* NAD 83(2011) ELLIP HT-   289.558 (meters)        (06/27/12)   ADJUSTED
 DL6273* NAD 83(2011) EPOCH   -  2010.00
 DL6273* NAVD 88 ORTHO HEIGHT -   316.064 (meters)     1036.95  (feet) ADJUSTED
 DL6273  ______________________________________________________________________
 DL6273  GEOID HEIGHT    -        -26.499 (meters)                     GEOID18
 DL6273  NAD 83(2011) X  -   -430,976.293 (meters)                     COMP
 DL6273  NAD 83(2011) Y  - -4,497,797.031 (meters)                     COMP
 DL6273  NAD 83(2011) Z  -  4,486,950.902 (meters)                     COMP
 DL6273  LAPLACE CORR    -         -2.53  (seconds)                    DEFLEC18
 DL6273  DYNAMIC HEIGHT  -        316.041 (meters)     1036.88  (feet) COMP
 DL6273  MODELED GRAVITY -    980,535.6   (mgal)                       NAVD 88
 DL6273
 DL6273  VERT ORDER      -  SECOND    CLASS I
 DL6273
 DL6273  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DL6273  Standards:
 DL6273         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DL6273            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DL6273  -------------------------------------------------------------------
 DL6273  NETWORK    0.21   0.31           0.10   0.07   0.16     -0.03410879
 DL6273  -------------------------------------------------------------------
 DL6273  Click here for local accuracies and other accuracy information.
 DL6273
 DL6273.The horizontal coordinates were established by GPS observations
 DL6273.and adjusted by the National Geodetic Survey in June 2012.
 DL6273
 DL6273.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DL6273.been affixed to the stable North American tectonic plate. See 
 DL6273.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DL6273
 DL6273.The horizontal coordinates are valid at the epoch date displayed above
 DL6273.which is a decimal equivalence of Year/Month/Day.
 DL6273
 DL6273.The orthometric height was determined by differential leveling and
 DL6273.adjusted by the NATIONAL GEODETIC SURVEY
 DL6273.in November 2011.
 DL6273
 DL6273.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL6273.GEOID18 height accuracy estimate available here.
 DL6273
 DL6273.Click photographs - Photos may exist for this station.
 DL6273
 DL6273.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DL6273
 DL6273.The Laplace correction was computed from DEFLEC18 derived deflections.
 DL6273
 DL6273.The ellipsoidal height was determined by GPS observations
 DL6273.and is referenced to NAD 83.
 DL6273
 DL6273.The dynamic height is computed by dividing the NAVD 88
 DL6273.geopotential number by the normal gravity value computed on the
 DL6273.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL6273.degrees latitude (g = 980.6199 gals.).
 DL6273
 DL6273.The modeled gravity was interpolated from observed gravity values.
 DL6273
 DL6273. The following values were computed from the NAD 83(2011) position.
 DL6273
 DL6273;                    North         East     Units Scale Factor Converg.
 DL6273;SPC MN S     -   322,422.167   683,827.553   MT  0.99995871   -1 01 57.7
 DL6273;SPC MN S     - 1,057,813.39  2,243,524.23   sFT  0.99995871   -1 01 57.7
 DL6273;UTM  15      - 4,985,075.206   305,037.036   MT  1.00006741   -1 44 57.2
 DL6273
 DL6273!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DL6273!SPC MN S     -   0.99995460  x   0.99995871  =   0.99991332
 DL6273!UTM  15      -   0.99995460  x   1.00006741  =   1.00002201
 DL6273
 DL6273:                Primary Azimuth Mark                     Grid Az
 DL6273:SPC MN S     -  1213 H                                   001 09 24.5
 DL6273:UTM  15      -  1213 H                                   001 52 24.0
 DL6273
 DL6273_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUK0503785075(NAD 83)
 DL6273
 DL6273|---------------------------------------------------------------------|
 DL6273| PID    Reference Object                     Distance      Geod. Az  |
 DL6273|                                                           dddmmss.s |
 DL6273| DL6272 1213 H                              APPROX. 1.6 KM 0000726.8 |
 DL6273|---------------------------------------------------------------------|
 DL6273
 DL6273                          SUPERSEDED SURVEY CONTROL
 DL6273
 DL6273  NAD 83(2007)-  44 59 32.41245(N)    095 28 24.01745(W) AD(2002.00) 1
 DL6273  ELLIP H (01/29/10)  289.581  (m)                       GP(2002.00) 1 2
 DL6273  NAVD 88 (02/23/11)  316.073  (m)         1036.98   (f) SUPERSEDED  2 1
 DL6273  NAVD 88             316.06   (m)         1036.9    (f) LEVELING    3  
 DL6273
 DL6273.Superseded values are not recommended for survey control.
 DL6273
 DL6273.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL6273.See file dsdata.pdf to determine how the superseded data were derived.
 DL6273
 DL6273_MARKER: F = FLANGE-ENCASED ROD
 DL6273_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DL6273_STAMPING: 1213 J 2008
 DL6273_MARK LOGO: MNDT
 DL6273_PROJECTION: RECESSED 3 CENTIMETERS
 DL6273_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DL6273_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL6273_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL6273+SATELLITE: SATELLITE OBSERVATIONS - May 19, 2021
 DL6273_ROD/PIPE-DEPTH: 9.1 meters
 DL6273
 DL6273  HISTORY     - Date     Condition        Report By
 DL6273  HISTORY     - 20081104 MONUMENTED       MNDT
 DL6273  HISTORY     - 20090416 GOOD             MNDT
 DL6273  HISTORY     - 20210519 GOOD             MNDT
 DL6273
 DL6273                          STATION DESCRIPTION
 DL6273
 DL6273'DESCRIBED BY MN DEPT OF TRANSP 2008
 DL6273'THE MARK IS 0.5 MILE NORTH OF GLUEK, 0.5 MILE NORTH ALONG TRUNK
 DL6273'HIGHWAY 277 FROM JUNCTION OF TRUNK HIGHWAY 277 AND 26TH STREET
 DL6273'SOUTHEAST IN GLUEK, AT TRUNK HIGHWAY 277 MILEPOINT 3.0, 128.0 FEET
 DL6273'WEST OF TRUNK HIGHWAY 277, 89.2 FEET EAST OF CABLE PEDESTAL NUMBER
 DL6273'83A21, 51.3 FEET NORTH OF COUNTY ROAD 36 (20TH STREET SOUTHEAST), 1.7
 DL6273'FEET SOUTH OF WITNESS POST.
 DL6273
 DL6273                          STATION RECOVERY (2009)
 DL6273
 DL6273'RECOVERY NOTE BY MN DEPT OF TRANSP 2009 (MPP)
 DL6273'RECOVERED AS DESCRIBED.
 DL6273
 DL6273                          STATION RECOVERY (2021)
 DL6273
 DL6273'RECOVERY NOTE BY MN DEPT OF TRANSP 2021 (TJD)
 DL6273'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 SK0336 ***********************************************************************
 SK0336  DESIGNATION -  1216
 SK0336  PID         -  SK0336
 SK0336  STATE/COUNTY-  MN/BELTRAMI
 SK0336  COUNTRY     -  US
 SK0336  USGS QUAD   -  RED LAKE (2019)
 SK0336
 SK0336                         *CURRENT SURVEY CONTROL
 SK0336  ______________________________________________________________________
 SK0336* NAD 83(1986) POSITION- 47 52 05.     (N) 095 01 01.     (W)   SCALED
 SK0336* NAVD 88 ORTHO HEIGHT -   370.120 (meters)     1214.30  (feet) ADJUSTED
 SK0336  ______________________________________________________________________
 SK0336  GEOID HEIGHT    -        -28.082 (meters)                     GEOID18
 SK0336  DYNAMIC HEIGHT  -        370.180 (meters)     1214.50  (feet) COMP
 SK0336  MODELED GRAVITY -    980,762.0   (mgal)                       NAVD 88
 SK0336
 SK0336  VERT ORDER      -  SECOND    CLASS 0
 SK0336
 SK0336.The horizontal coordinates were scaled from a map and have
 SK0336.an estimated accuracy of +/- 6 seconds.
 SK0336
 SK0336.The orthometric height was determined by differential leveling and
 SK0336.adjusted by the NATIONAL GEODETIC SURVEY
 SK0336.in June 1991.
 SK0336
 SK0336.Significant digits in the geoid height do not necessarily reflect accuracy.
 SK0336.GEOID18 height accuracy estimate available here.
 SK0336
 SK0336.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUP491036(NAD 83)
 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
 SK0336.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SK0336.See file dsdata.pdf to determine how the superseded data were derived.
 SK0336
 SK0336_MARKER: DB = BENCH MARK DISK
 SK0336_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 SK0336_SP_SET: SLAB
 SK0336_STAMPING: 1216
 SK0336_MARK LOGO: USGS
 SK0336_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SK0336
 SK0336  HISTORY     - Date     Condition        Report By
 SK0336  HISTORY     - UNK      MONUMENTED       USGS
 SK0336  HISTORY     - 1934     GOOD             CGS
 SK0336  HISTORY     - 1942     GOOD             DOD
 SK0336  HISTORY     - 20010711 MARK NOT FOUND   MNDT
 SK0336  HISTORY     - 20230725 MARK NOT FOUND   MNDT
 SK0336
 SK0336                          STATION DESCRIPTION
 SK0336
 SK0336'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 SK0336'IN REDLAKE.
 SK0336'AT REDLAKE, BELTRAMI COUNTY, AT THE RED LAKE INDIAN RESERVATION
 SK0336'HEADQUARTERS, NEAR THE OFFICE OF THE AGENCY, 165 YARDS NORTH OF STATE
 SK0336'HIGHWAY 1, 57 YARDS WEST OF THE MAIN STREET IN THE AGENCY (THE FIRST
 SK0336'STREET WEST OF THE AGENCY OFFICE), 99.3 FEET FROM THE SOUTHWEST CORNER
 SK0336'OF A HOUSE FOUNDATION, 100.3 FEET FROM THE NORTHEAST CORNER OF THE
 SK0336'FOUNDATION, 22 FEET FROM THE NORTHEAST CORNER OF A GREENHOUSE, 5.7
 SK0336'FEET FROM THE SOUTHEAST CORNER, IN THE SOUTHWEST CORNER OF A 2- BY
 SK0336'2-FOOT CONCRETE SLAB THAT ORIGINALLY WAS THE NORTHEAST PEDESTAL OF AN
 SK0336'OLD WATER TANK, AND 0.2 FOOT BELOW THE GROUND SURFACE.  A UNITED
 SK0336'STATES GEOLOGICAL SURVEY STANDARD DISK, STAMPED 1216.  NOTE-- WATER
 SK0336'TANK AND RR HAVE BEEN REMOVED.
 SK0336
 SK0336                          STATION RECOVERY (1942)
 SK0336
 SK0336'RECOVERY NOTE BY US DEPARTMENT OF DEFENSE 1942
 SK0336'RECOVERED IN GOOD CONDITION.
 SK0336
 SK0336                          STATION RECOVERY (2001)
 SK0336
 SK0336'RECOVERY NOTE BY MN DEPT OF TRANSP 2001 (DKH)
 SK0336'NOT FOUND.
 SK0336
 SK0336                          STATION RECOVERY (2023)
 SK0336
 SK0336'RECOVERY NOTE BY MN DEPT OF TRANSP 2023 (TJD)
 SK0336'AFTER A THOROUGH FIELD SEARCH MARK WAS NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 PP0003 ***********************************************************************
 PP0003  DESIGNATION -  122 BOLT
 PP0003  PID         -  PP0003
 PP0003  STATE/COUNTY-  MN/GOODHUE
 PP0003  COUNTRY     -  US
 PP0003  USGS QUAD   -  MAIDEN ROCK (2018)
 PP0003
 PP0003                         *CURRENT SURVEY CONTROL
 PP0003  ______________________________________________________________________
 PP0003* NAD 83(1986) POSITION- 44 31 48.71   (N) 092 19 42.78   (W)   HD_HELD1
 PP0003* NAVD 88 ORTHO HEIGHT -   205.573 (meters)      674.45  (feet) ADJUSTED
 PP0003  ______________________________________________________________________
 PP0003  GEOID HEIGHT    -        -30.309 (meters)                     GEOID18
 PP0003  DYNAMIC HEIGHT  -        205.547 (meters)      674.37  (feet) COMP
 PP0003  MODELED GRAVITY -    980,485.7   (mgal)                       NAVD 88
 PP0003
 PP0003  VERT ORDER      -  FIRST     CLASS I
 PP0003
 PP0003.The horizontal coordinates were determined by differentially corrected
 PP0003.hand held GPS observations or other comparable positioning techniques
 PP0003.and have an estimated accuracy of +/- 3 meters.
 PP0003
 PP0003.The orthometric height was determined by differential leveling and
 PP0003.adjusted by the NATIONAL GEODETIC SURVEY
 PP0003.in June 1991.
 PP0003
 PP0003.Significant digits in the geoid height do not necessarily reflect accuracy.
 PP0003.GEOID18 height accuracy estimate available here.
 PP0003
 PP0003.Click photographs - Photos may exist for this station.
 PP0003
 PP0003.The dynamic height is computed by dividing the NAVD 88
 PP0003.geopotential number by the normal gravity value computed on the
 PP0003.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP0003.degrees latitude (g = 980.6199 gals.).
 PP0003
 PP0003.The modeled gravity was interpolated from observed gravity values.
 PP0003
 PP0003;                    North         East    Units  Estimated Accuracy
 PP0003;SPC MN S     -   271,380.5     932,841.5     MT  (+/- 3 meters HH1 GPS) 
 PP0003
 PP0003_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWK5335130982(NAD 83)
 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
 PP0003.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PP0003.See file dsdata.pdf to determine how the superseded data were derived.
 PP0003
 PP0003_MARKER: B = BOLT
 PP0003_SETTING: 21 = SET IN CONCRETE IN A CLAY TILE PIPE
 PP0003_STAMPING: UNSTAMPED
 PP0003_MARK LOGO: MRC
 PP0003_MAGNETIC: P = MARKER IS A STEEL PIPE
 PP0003_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PP0003_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 PP0003+SATELLITE: SATELLITE OBSERVATIONS - October 28, 2008
 PP0003
 PP0003  HISTORY     - Date     Condition        Report By
 PP0003  HISTORY     - UNK      MONUMENTED       MRC
 PP0003  HISTORY     - 1970     GOOD             NGS
 PP0003  HISTORY     - 20081028 GOOD             MNDT
 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.
 PP0003
 PP0003                          STATION RECOVERY (2008)
 PP0003
 PP0003'RECOVERY NOTE BY MN DEPT OF TRANSP 2008 (MDL)
 PP0003'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 RN1187 ***********************************************************************
 RN1187  DESIGNATION -  1229 MINN
 RN1187  PID         -  RN1187
 RN1187  STATE/COUNTY-  MN/AITKIN
 RN1187  COUNTRY     -  US
 RN1187  USGS QUAD   -  IRON HUB (2019)
 RN1187
 RN1187                         *CURRENT SURVEY CONTROL
 RN1187  ______________________________________________________________________
 RN1187* NAD 83(1986) POSITION- 46 31 12.10   (N) 093 46 03.47   (W)   HD_HELD1
 RN1187* NAVD 88 ORTHO HEIGHT -   374.546 (meters)     1228.82  (feet) ADJUSTED
 RN1187  ______________________________________________________________________
 RN1187  GEOID HEIGHT    -        -27.844 (meters)                     GEOID18
 RN1187  DYNAMIC HEIGHT  -        374.564 (meters)     1228.88  (feet) COMP
 RN1187  MODELED GRAVITY -    980,651.0   (mgal)                       NAVD 88
 RN1187
 RN1187  VERT ORDER      -  SECOND    CLASS I
 RN1187
 RN1187.The horizontal coordinates were determined by differentially corrected
 RN1187.hand held GPS observations or other comparable positioning techniques
 RN1187.and have an estimated accuracy of +/- 3 meters.
 RN1187
 RN1187.The orthometric height was determined by differential leveling and
 RN1187.adjusted by the NATIONAL GEODETIC SURVEY
 RN1187.in April 2021.
 RN1187
 RN1187.Significant digits in the geoid height do not necessarily reflect accuracy.
 RN1187.GEOID18 height accuracy estimate available here.
 RN1187
 RN1187.Click photographs - Photos may exist for this station.
 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     -   269,058.8     837,011.4     MT  (+/- 3 meters HH1 GPS) 
 RN1187
 RN1187_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVM4111952114(NAD 83)
 RN1187
 RN1187                          SUPERSEDED SURVEY CONTROL
 RN1187
 RN1187  NAVD 88 (06/15/91)  374.556  (m)         1228.86   (f) SUPERSEDED  1 2
 RN1187
 RN1187.Superseded values are not recommended for survey control.
 RN1187
 RN1187.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RN1187.See file dsdata.pdf to determine how the superseded data were derived.
 RN1187
 RN1187_MARKER: P = PIPE CAP
 RN1187_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 RN1187_STAMPING: MINN 1229
 RN1187_MARK LOGO: USGS
 RN1187_PROJECTION: PROJECTING 20 CENTIMETERS
 RN1187_MAGNETIC: P = MARKER IS A STEEL PIPE
 RN1187_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RN1187_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 RN1187+SATELLITE: SATELLITE OBSERVATIONS - October 12, 2016
 RN1187
 RN1187  HISTORY     - Date     Condition        Report By
 RN1187  HISTORY     - 1912     MONUMENTED       USGS
 RN1187  HISTORY     - 1979     GOOD             NGS
 RN1187  HISTORY     - 20161012 GOOD             MNDT
 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.
 RN1187
 RN1187                          STATION RECOVERY (2016)
 RN1187
 RN1187'RECOVERY NOTE BY MN DEPT OF TRANSP 2016 (MAS)
 RN1187'THE MARK IS LOCATED ABOUT 3.5 MI (5.6 KM) SOUTHWEST OF AITKIN.
 RN1187'
 RN1187'TO REACH THE MARK GO 3.3 MI (5.3 KM) SOUTHWEST ALONG TRUNK HIGHWAY 210
 RN1187'FROM THE JUNCTION OF TRUNK HIGHWAY 169 IN AITKIN TO TRUNK HIGHWAY 210
 RN1187'MILE POINT 149.2, THEN 0.2 MI (0.3 KM) SOUTH ALONG COUNTY ROAD 28,
 RN1187'THEN 0.01 MI (0.02 KM) EAST ON 351ST LANE.
 RN1187'
 RN1187'THE MARK IS LOCATED 20.0 FT (6.1 M) NORTH OF DRIVEWAY NUMBER 35150
 RN1187'EXTENDED, 93.0 FT (28.3 M) NORTH-NORTHWEST OF 351ST LANE, 1.0 FT (0.3
 RN1187'M) NORTH OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 RO0483 ***********************************************************************
 RO0483  DESIGNATION -  1257 RESET
 RO0483  PID         -  RO0483
 RO0483  STATE/COUNTY-  MN/OTTER TAIL
 RO0483  COUNTRY     -  US
 RO0483  USGS QUAD   -  WALL LAKE (2019)
 RO0483
 RO0483                         *CURRENT SURVEY CONTROL
 RO0483  ______________________________________________________________________
 RO0483* NAD 83(1986) POSITION- 46 17 28.86   (N) 095 58 37.67   (W)   HD_HELD1
 RO0483* NAVD 88 ORTHO HEIGHT -   382.773 (meters)     1255.81  (feet) ADJUSTED
 RO0483  ______________________________________________________________________
 RO0483  GEOID HEIGHT    -        -26.866 (meters)                     GEOID18
 RO0483  DYNAMIC HEIGHT  -        382.769 (meters)     1255.80  (feet) COMP
 RO0483  MODELED GRAVITY -    980,592.8   (mgal)                       NAVD 88
 RO0483
 RO0483  VERT ORDER      -  SECOND    CLASS I
 RO0483
 RO0483.The horizontal coordinates were determined by differentially corrected
 RO0483.hand held GPS observations or other comparable positioning techniques
 RO0483.and have an estimated accuracy of +/- 3 meters.
 RO0483
 RO0483.The orthometric height was determined by differential leveling and
 RO0483.adjusted by the NATIONAL GEODETIC SURVEY
 RO0483.in June 1991.
 RO0483
 RO0483.Significant digits in the geoid height do not necessarily reflect accuracy.
 RO0483.GEOID18 height accuracy estimate available here.
 RO0483
 RO0483.Click photographs - Photos may exist for this station.
 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     -   244,979.3     666,935.6     MT  (+/- 3 meters HH1 GPS) 
 RO0483
 RO0483_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTM7069130727(NAD 83)
 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
 RO0483.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RO0483.See file dsdata.pdf to determine how the superseded data were derived.
 RO0483
 RO0483_MARKER: P = PIPE CAP
 RO0483_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 RO0483_STAMPING: 1257 RESET 1973
 RO0483_MARK LOGO: USGS
 RO0483_PROJECTION: PROJECTING 20 CENTIMETERS
 RO0483_MAGNETIC: I = MARKER IS A STEEL ROD
 RO0483_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RO0483_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 RO0483+SATELLITE: SATELLITE OBSERVATIONS - September 09, 2015
 RO0483
 RO0483  HISTORY     - Date     Condition        Report By
 RO0483  HISTORY     - 19730401 MONUMENTED       USGS
 RO0483  HISTORY     - 1975     GOOD             MNDT
 RO0483  HISTORY     - 20150909 POOR             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.
 RO0483
 RO0483                          STATION RECOVERY (2015)
 RO0483
 RO0483'RECOVERY NOTE BY MN DEPT OF TRANSP 2015 (KMS)
 RO0483'4.8 MI (7.7 KM) EAST OF FERGUS FALLS, 4.25 MI (6.8 KM) EAST ALONG
 RO0483'TRUNK HIGHWAY 210  FROM THE JUNCTION OF TRUNK HIGHWAY 210 AND COUNTY
 RO0483'ROAD 82 IN SOUTHEAST PART OF FERGUS FALLS, TO TRUNK HIGHWAY 210 MILE
 RO0483'POINT 32.50, THEN 0.5 MI (0.8 KM) NORTH ON AURDAL RIVER ROAD, 48.0 FT
 RO0483'(14.6 M) EAST OF AURDAL RIVER ROAD, 29.0 FT (8.8 M) NORTH OF 225TH
 RO0483'STREET, 0.8 FT (24 CM) SOUTH OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 PP0082 ***********************************************************************
 PP0082  DESIGNATION -  129
 PP0082  PID         -  PP0082
 PP0082  STATE/COUNTY-  MN/WABASHA
 PP0082  COUNTRY     -  US
 PP0082  USGS QUAD   -  LAKE CITY (2019)
 PP0082
 PP0082                         *CURRENT SURVEY CONTROL
 PP0082  ______________________________________________________________________
 PP0082* NAD 83(1986) POSITION- 44 26 57.0    (N) 092 15 54.0    (W)   HD_HELD2
 PP0082* NAVD 88 ORTHO HEIGHT -   210.111 (meters)      689.34  (feet) ADJUSTED
 PP0082  ______________________________________________________________________
 PP0082  GEOID HEIGHT    -        -30.300 (meters)                     GEOID18
 PP0082  DYNAMIC HEIGHT  -        210.083 (meters)      689.25  (feet) COMP
 PP0082  MODELED GRAVITY -    980,480.7   (mgal)                       NAVD 88
 PP0082
 PP0082  VERT ORDER      -  SECOND    CLASS I
 PP0082
 PP0082.The horizontal coordinates were established by autonomous hand held GPS
 PP0082.observations and have an estimated accuracy of +/- 10 meters.
 PP0082
 PP0082.The orthometric height was determined by differential leveling and
 PP0082.adjusted by the NATIONAL GEODETIC SURVEY
 PP0082.in May 2019.
 PP0082
 PP0082.Significant digits in the geoid height do not necessarily reflect accuracy.
 PP0082.GEOID18 height accuracy estimate available here.
 PP0082
 PP0082.Click photographs - Photos may exist for this station.
 PP0082
 PP0082.The dynamic height is computed by dividing the NAVD 88
 PP0082.geopotential number by the normal gravity value computed on the
 PP0082.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP0082.degrees latitude (g = 980.6199 gals.).
 PP0082
 PP0082.The modeled gravity was interpolated from observed gravity values.
 PP0082
 PP0082;                    North         East    Units  Estimated Accuracy
 PP0082;SPC MN S     -   262,484.      938,083.      MT  (+/- 10 meters HH2 GPS)
 PP0082
 PP0082_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWK5848122025(NAD 83)
 PP0082
 PP0082                          SUPERSEDED SURVEY CONTROL
 PP0082
 PP0082  NAVD 88 (06/15/91)  210.109  (m)          689.33   (f) SUPERSEDED  1 1
 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
 PP0082.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PP0082.See file dsdata.pdf to determine how the superseded data were derived.
 PP0082
 PP0082_MARKER: B = BOLT
 PP0082_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 PP0082_SP_SET: BUILDING FOUNDATION
 PP0082_STAMPING: UNSTAMPED
 PP0082_MARK LOGO: DOD
 PP0082_MAGNETIC: N = NO MAGNETIC MATERIAL
 PP0082_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PP0082_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 PP0082+SATELLITE: SATELLITE OBSERVATIONS - March 21, 2017
 PP0082
 PP0082  HISTORY     - Date     Condition        Report By
 PP0082  HISTORY     - 19700401 MONUMENTED       MRC
 PP0082  HISTORY     - 1970     GOOD             NGS
 PP0082  HISTORY     - 1976     GOOD             NGS
 PP0082  HISTORY     - 20010331 GOOD             USPSQD
 PP0082  HISTORY     - 20100312 GOOD             MNDT
 PP0082  HISTORY     - 20130206 GOOD             INDIV
 PP0082  HISTORY     - 20170321 GOOD             MNDT
 PP0082
 PP0082                          STATION DESCRIPTION
 PP0082
 PP0082'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 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, T111N, R12W.
 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 US POWER SQUADRON 2001
 PP0082'RECOVERED IN GOOD CONDITION.
 PP0082
 PP0082                          STATION RECOVERY (2010)
 PP0082
 PP0082'RECOVERY NOTE BY MN DEPT OF TRANSP 2010 (DRB)
 PP0082'RECOVERED AS DESCRIBED.
 PP0082
 PP0082                          STATION RECOVERY (2013)
 PP0082
 PP0082'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2013 (RLT)
 PP0082'USACE RECOVERED THE MARK IN GOOD CONDITION. ELEVATION VERIFIED BY
 PP0082'LEVEL RUN TO PP0081
 PP0082
 PP0082                          STATION RECOVERY (2017)
 PP0082
 PP0082'RECOVERY NOTE BY MN DEPT OF TRANSP 2017 (KMS)
 PP0082'THE STATION IS LOCATED ABOUT 11.6 MI (18.7 KM) NORTH-NORTHWEST OF
 PP0082'THEILMAN, 10.3 MI (16.6 KM) NORTH OF WEST ALBANY AND IN THE TOWN OF
 PP0082'LAKE CITY, MN.
 PP0082'
 PP0082'TO REACH THE MARK GO 0.1 MI (0.2 KM) NORTHEAST ALONG LYON AVENUE FROM
 PP0082'THE JUNCTION OF LYON AVENUE AND TRUNK HIGHWAY 61 IN LAKE CITY, THEN
 PP0082'ABOUT 0.1 MI (0.2 KM) SOUTHEAST ALONG WASHINGTON STREET.
 PP0082'
 PP0082'THE MARK IS 53.0 FT (16.2 M) SOUTH OF THE CENTER OF THE INTERSECTION,
 PP0082'39.0 FT (11.9 M) SOUTHEAST OF THE CENTER STREET, 37.0 FT (11.3 M)
 PP0082'SOUTHWEST OF WASHINGTON STREET, 3.0 FT (0.9 M) EAST OF THE CENTER OF
 PP0082'THE ENTRANCE TO LAKESIDE BARBER SHOP.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 RO0473 ***********************************************************************
 RO0473  DESIGNATION -  1295 MINN
 RO0473  PID         -  RO0473
 RO0473  STATE/COUNTY-  MN/GRANT
 RO0473  COUNTRY     -  US
 RO0473  USGS QUAD   -  ASHBY (2019)
 RO0473
 RO0473                         *CURRENT SURVEY CONTROL
 RO0473  ______________________________________________________________________
 RO0473* NAD 83(1986) POSITION- 46 05 31.82   (N) 095 49 02.72   (W)   HD_HELD1
 RO0473* NAVD 88 ORTHO HEIGHT -   394.394 (meters)     1293.94  (feet) ADJUSTED
 RO0473  ______________________________________________________________________
 RO0473  GEOID HEIGHT    -        -26.512 (meters)                     GEOID18
 RO0473  DYNAMIC HEIGHT  -        394.393 (meters)     1293.94  (feet) COMP
 RO0473  MODELED GRAVITY -    980,602.5   (mgal)                       NAVD 88
 RO0473
 RO0473  VERT ORDER      -  SECOND    CLASS I
 RO0473
 RO0473.The horizontal coordinates were determined by differentially corrected
 RO0473.hand held GPS observations or other comparable positioning techniques
 RO0473.and have an estimated accuracy of +/- 3 meters.
 RO0473
 RO0473.The orthometric height was determined by differential leveling and
 RO0473.adjusted by the NATIONAL GEODETIC SURVEY
 RO0473.in October 2013.
 RO0473
 RO0473.No vertical observational check was made to the station.
 RO0473
 RO0473.Significant digits in the geoid height do not necessarily reflect accuracy.
 RO0473.GEOID18 height accuracy estimate available here.
 RO0473
 RO0473.Click photographs - Photos may exist for this station.
 RO0473
 RO0473.The dynamic height is computed by dividing the NAVD 88
 RO0473.geopotential number by the normal gravity value computed on the
 RO0473.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RO0473.degrees latitude (g = 980.6199 gals.).
 RO0473
 RO0473.The modeled gravity was interpolated from observed gravity values.
 RO0473
 RO0473;                    North         East    Units  Estimated Accuracy
 RO0473;SPC MN C     -   222,589.7     678,800.4     MT  (+/- 3 meters HH1 GPS) 
 RO0473
 RO0473_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTM8220608147(NAD 83)
 RO0473
 RO0473                          SUPERSEDED SURVEY CONTROL
 RO0473
 RO0473  NAVD 88 (06/15/91)  394.409  (m)         1293.99   (f) SUPERSEDED  2 0
 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
 RO0473.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RO0473.See file dsdata.pdf to determine how the superseded data were derived.
 RO0473
 RO0473_MARKER: DB = BENCH MARK DISK
 RO0473_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 RO0473_STAMPING: 1295 MINN
 RO0473_MARK LOGO: USGS
 RO0473_PROJECTION: FLUSH
 RO0473_MAGNETIC: P = MARKER IS A STEEL PIPE
 RO0473_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RO0473_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 RO0473+SATELLITE: SATELLITE OBSERVATIONS - September 02, 2010
 RO0473
 RO0473  HISTORY     - Date     Condition        Report By
 RO0473  HISTORY     - 1910     MONUMENTED       USGS
 RO0473  HISTORY     - 1967     GOOD             MNHD
 RO0473  HISTORY     - 20010619 GOOD             DUCKS
 RO0473  HISTORY     - 20100902 GOOD             MNDT
 RO0473
 RO0473                          STATION DESCRIPTION
 RO0473
 RO0473'DESCRIBED BY MN HIGHWAY DEPT 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, T130N, R41W.
 RO0473
 RO0473                          STATION RECOVERY (2001)
 RO0473
 RO0473'RECOVERY NOTE BY DUCKS UNLIMITED 2001 (GLJ)
 RO0473'RECOVERED IN GOOD CONDITION.
 RO0473
 RO0473                          STATION RECOVERY (2010)
 RO0473
 RO0473'RECOVERY NOTE BY MN DEPT OF TRANSP 2010 (KMS)
 RO0473'THE MARK IS AT ASHBY, AT SOUTHWEST CORNER OF CITY PARK, 1 BLOCK SOUTH
 RO0473'OF MAIN STREET, 38.8 FEET EAST OF LARSON AVENUE, 34.0 FEET NORTH OF
 RO0473'NELSON STREET, 5.3 FEET NORTH OF EAST-WEST SIDEWALK, 3.5 FEET
 RO0473'NORTHEAST OF STOP SIGN.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 PP1287 ***********************************************************************
 PP1287  DESIGNATION -  13
 PP1287  PID         -  PP1287
 PP1287  STATE/COUNTY-  MN/DAKOTA
 PP1287  COUNTRY     -  US
 PP1287  USGS QUAD   -  SAINT PAUL WEST (2019)
 PP1287
 PP1287                         *CURRENT SURVEY CONTROL
 PP1287  ______________________________________________________________________
 PP1287* NAD 83(1986) POSITION- 44 53 06.46   (N) 093 10 13.82   (W)   HD_HELD1
 PP1287* NAVD 88 ORTHO HEIGHT -   243.370 (meters)      798.46  (feet) ADJUSTED
 PP1287  ______________________________________________________________________
 PP1287  GEOID HEIGHT    -        -27.326 (meters)                     GEOID18
 PP1287  DYNAMIC HEIGHT  -        243.363 (meters)      798.43  (feet) COMP
 PP1287  MODELED GRAVITY -    980,579.7   (mgal)                       NAVD 88
 PP1287
 PP1287  VERT ORDER      -  SECOND    CLASS 0
 PP1287
 PP1287.The horizontal coordinates were determined by differentially corrected
 PP1287.hand held GPS observations or other comparable positioning techniques
 PP1287.and have an estimated accuracy of +/- 3 meters.
 PP1287
 PP1287.The orthometric height was determined by differential leveling and
 PP1287.adjusted by the NATIONAL GEODETIC SURVEY
 PP1287.in June 1991.
 PP1287
 PP1287.Significant digits in the geoid height do not necessarily reflect accuracy.
 PP1287.GEOID18 height accuracy estimate available here.
 PP1287
 PP1287.Click photographs - Photos may exist for this station.
 PP1287
 PP1287.The dynamic height is computed by dividing the NAVD 88
 PP1287.geopotential number by the normal gravity value computed on the
 PP1287.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP1287.degrees latitude (g = 980.6199 gals.).
 PP1287
 PP1287.The modeled gravity was interpolated from observed gravity values.
 PP1287
 PP1287;                    North         East    Units  Estimated Accuracy
 PP1287;SPC MN S     -   309,794.0     865,528.8     MT  (+/- 3 meters HH1 GPS) 
 PP1287
 PP1287_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK8653470203(NAD 83)
 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
 PP1287.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PP1287.See file dsdata.pdf to determine how the superseded data were derived.
 PP1287
 PP1287_MARKER: B = BOLT
 PP1287_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 PP1287_SP_SET: TRANSMISSION TOWER BASE
 PP1287_MAGNETIC: I = MARKER IS A STEEL ROD
 PP1287_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PP1287_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 PP1287+SATELLITE: SATELLITE OBSERVATIONS - August 01, 2023
 PP1287
 PP1287  HISTORY     - Date     Condition        Report By
 PP1287  HISTORY     - 1970     MONUMENTED       MNHD
 PP1287  HISTORY     - 1990     GOOD             USPSQD
 PP1287  HISTORY     - 20041009 GOOD             USPSQD
 PP1287  HISTORY     - 20070611 GOOD             MNDT
 PP1287  HISTORY     - 20080722 GOOD             GEOCAC
 PP1287  HISTORY     - 20111005 MARK NOT FOUND   MNDT
 PP1287  HISTORY     - 20230801 GOOD             MNDT
 PP1287
 PP1287                          STATION DESCRIPTION
 PP1287
 PP1287'DESCRIBED BY MN HIGHWAY DEPT 1970
 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, T28N, R23W.
 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. THE MARK IS AN  X IN THE TOP OF THE BOLT
 PP1287'MENTIONED IN THE 1970 DESCRIPTION.
 PP1287
 PP1287                          STATION RECOVERY (2007)
 PP1287
 PP1287'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (PJG)
 PP1287'THE MARK IS LOCATED ABOUT 7.0 MI (11.3 KM) EAST-NORTHEAST OF
 PP1287'BLOOMINGTON, 6.8 MI (10.9 KM) WEST-NORTHWEST OF INVER GROVE HEIGHTS
 PP1287'AND 5.6 MI (9.0 KM) SOUTHWEST OF SAINT PAUL.
 PP1287'
 PP1287'TO REACH TO THE MARK IN MENDOTA, IN THE SOUTH BOLT OF EAST LEG OF HIGH
 PP1287'TENSION TOWER, GO 800 FT (243.8 M) NORTH OF EAST END OF THE TRUNK
 PP1287'HIGHWAY 55 MENDOTA BRIDGE NUMBER 4190 OVER THE MINNESOTA RIVER, BOLT
 PP1287'IS MAGNETIC.
 PP1287
 PP1287                          STATION RECOVERY (2008)
 PP1287
 PP1287'RECOVERY NOTE BY GEOCACHING 2008 (CT)
 PP1287'RECOVERED IN GOOD CONDITION.
 PP1287
 PP1287                          STATION RECOVERY (2011)
 PP1287
 PP1287'RECOVERY NOTE BY MN DEPT OF TRANSP 2011 (AKJ)
 PP1287'MARK NOT FOUND.
 PP1287
 PP1287                          STATION RECOVERY (2023)
 PP1287
 PP1287'RECOVERY NOTE BY MN DEPT OF TRANSP 2023 (MJS)
 PP1287'IN MENDOTA, IN THE SOUTH BOLT OF THE EAST LEG OF A HIGH TENSION TOWER,
 PP1287'800.0 FT (243.8 M) NORTH OF THE EAST END OF A TRUNK HIGHWAY 55 MENDOTA
 PP1287'BRIDGE NUMBER 4190 OVER THE MINNESOTA RIVER.  THE BOLT IS MAGNETIC.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DF5914 ***********************************************************************
 DF5914  DESIGNATION -  13
 DF5914  PID         -  DF5914
 DF5914  STATE/COUNTY-  MN/PINE
 DF5914  COUNTRY     -  US
 DF5914  USGS QUAD   -  BROOK PARK (2019)
 DF5914
 DF5914                         *CURRENT SURVEY CONTROL
 DF5914  ______________________________________________________________________
 DF5914* NAD 83(2011) POSITION- 45 54 52.29508(N) 093 07 25.81639(W)   ADJUSTED
 DF5914* NAD 83(2011) ELLIP HT-   277.124 (meters)        (06/27/12)   ADJUSTED
 DF5914* NAD 83(2011) EPOCH   -  2010.00
 DF5914* NAVD 88 ORTHO HEIGHT -   304.978 (meters)     1000.58  (feet) ADJUSTED
 DF5914  ______________________________________________________________________
 DF5914  GEOID HEIGHT    -        -27.856 (meters)                     GEOID18
 DF5914  NAD 83(2011) X  -   -242,245.575 (meters)                     COMP
 DF5914  NAD 83(2011) Y  - -4,438,736.619 (meters)                     COMP
 DF5914  NAD 83(2011) Z  -  4,558,841.951 (meters)                     COMP
 DF5914  LAPLACE CORR    -          2.08  (seconds)                    DEFLEC18
 DF5914  DYNAMIC HEIGHT  -        304.976 (meters)     1000.58  (feet) COMP
 DF5914  MODELED GRAVITY -    980,598.9   (mgal)                       NAVD 88
 DF5914
 DF5914  VERT ORDER      -  SECOND    CLASS I
 DF5914
 DF5914  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DF5914  Standards:
 DF5914         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DF5914            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DF5914  -------------------------------------------------------------------
 DF5914  NETWORK    0.25   0.35           0.11   0.09   0.18      0.04332192
 DF5914  -------------------------------------------------------------------
 DF5914  Click here for local accuracies and other accuracy information.
 DF5914
 DF5914.The horizontal coordinates were established by GPS observations
 DF5914.and adjusted by the National Geodetic Survey in June 2012.
 DF5914
 DF5914.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DF5914.been affixed to the stable North American tectonic plate. See 
 DF5914.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DF5914
 DF5914.The horizontal coordinates are valid at the epoch date displayed above
 DF5914.which is a decimal equivalence of Year/Month/Day.
 DF5914
 DF5914.The orthometric height was determined by differential leveling and
 DF5914.adjusted by the NATIONAL GEODETIC SURVEY
 DF5914.in October 2012.
 DF5914
 DF5914.No vertical observational check was made to the station.
 DF5914
 DF5914.Significant digits in the geoid height do not necessarily reflect accuracy.
 DF5914.GEOID18 height accuracy estimate available here.
 DF5914
 DF5914.Click photographs - Photos may exist for this station.
 DF5914
 DF5914.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DF5914
 DF5914.The Laplace correction was computed from DEFLEC18 derived deflections.
 DF5914
 DF5914.The ellipsoidal height was determined by GPS observations
 DF5914.and is referenced to NAD 83.
 DF5914
 DF5914.The dynamic height is computed by dividing the NAVD 88
 DF5914.geopotential number by the normal gravity value computed on the
 DF5914.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DF5914.degrees latitude (g = 980.6199 gals.).
 DF5914
 DF5914.The modeled gravity was interpolated from observed gravity values.
 DF5914
 DF5914. The following values were computed from the NAD 83(2011) position.
 DF5914
 DF5914;                    North         East     Units Scale Factor Converg.
 DF5914;SPC MN C     -   202,267.164   887,363.042   MT  0.99994878   +0 48 52.7
 DF5914;SPC MN C     -   663,604.85  2,911,290.25   sFT  0.99994878   +0 48 52.7
 DF5914;UTM  15      - 5,084,558.316   490,396.192   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  =   0.99955770
 DF5914
 DF5914:                Primary Azimuth Mark                     Grid Az
 DF5914:SPC MN C     -  PIG                                      018 49 36.4
 DF5914:UTM  15      -  PIG                                      019 43 49.3
 DF5914
 DF5914_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL9039684558(NAD 83)
 DF5914
 DF5914|---------------------------------------------------------------------|
 DF5914| PID    Reference Object                     Distance      Geod. Az  |
 DF5914|                                                           dddmmss.s |
 DF5914| DM4954 PIG                                 429.881 METERS 0193829.1 |
 DF5914|---------------------------------------------------------------------|
 DF5914
 DF5914                          SUPERSEDED SURVEY CONTROL
 DF5914
 DF5914  ELLIP H (07/18/11)  277.160  (m)                       GP(       ) 4 1
 DF5914  ELLIP H (01/10/11)  277.145  (m)                       GP(       ) 1 1
 DF5914  NAD 83(2007)-  45 54 52.29528(N)    093 07 25.81736(W) AD(2002.00) 0
 DF5914  ELLIP H (02/10/07)  277.066  (m)                       GP(2002.00)    
 DF5914  NAD 83(1996)-  45 54 52.29496(N)    093 07 25.81668(W) AD(       ) 1
 DF5914  ELLIP H (05/27/03)  277.105  (m)                       GP(       ) 3 1
 DF5914  NAVD 88             304.98   (m)         1000.6    (f) LEVELING    3  
 DF5914  NAVD 88 (10/22/03)  304.9    (m)  UNKNOWN  model used  GPS OBS        
 DF5914  NAVD 88 (05/27/03)  304.9    (m)  GEOID99  model used  GPS OBS        
 DF5914
 DF5914.Superseded values are not recommended for survey control.
 DF5914
 DF5914.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF5914.See file dsdata.pdf to determine how the superseded data were derived.
 DF5914
 DF5914_MARKER: DH = HORIZONTAL CONTROL DISK
 DF5914_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF5914_STAMPING: NO 13
 DF5914_MARK LOGO: MN-115
 DF5914_PROJECTION: FLUSH
 DF5914_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DF5914_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DF5914+STABILITY: SURFACE MOTION
 DF5914_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF5914+SATELLITE: SATELLITE OBSERVATIONS - April 30, 2020
 DF5914
 DF5914  HISTORY     - Date     Condition        Report By
 DF5914  HISTORY     - 19991101 MONUMENTED       MN-115
 DF5914  HISTORY     - 20021010 GOOD             MNDT
 DF5914  HISTORY     - 20090528 GOOD             MNDT
 DF5914  HISTORY     - 20100415 GOOD             MNDT
 DF5914  HISTORY     - 20100415 GOOD             MNDT
 DF5914  HISTORY     - 20100415 GOOD             MNDT
 DF5914  HISTORY     - 20200430 GOOD             MNDT
 DF5914
 DF5914                          STATION DESCRIPTION
 DF5914
 DF5914'DESCRIBED BY PINE COUNTY MINNESOTA 1999 (MBR)
 DF5914'3.5 MI (5.6 KM) NORTH OF HENRIETTE, 3.5 MI (5.6 KM) NORTH ALONG TH 107
 DF5914'FROM JCT OF CO RD 11, AT TH 107 MP 15.2, 49 FT (14.9 M) WEST OF TH
 DF5914'107, 42 FT (12.8 M) SOUTH OF DRIVEWAY, 2 FT (0.6 M) EAST OF WIT POST.
 DF5914
 DF5914                          STATION RECOVERY (2002)
 DF5914
 DF5914'RECOVERY NOTE BY MN DEPT OF TRANSP 2002 (MPP)
 DF5914'RECOVERED AS DESCRIBED IN HPINE (PINE COUNTY GPS ) 3.5 MI (5.6 KM)
 DF5914'NORTH ALONG TH 107 FROM JCT OF CO RD 11 AT HENRIETTE, AT TH 107 MP
 DF5914'15.2, 49.0 FT (14.9 M) WEST OF TH 107, 42 FT (12.8 M) SOUTH OF
 DF5914'DRIVEWAY, 2 FT (0.6 M) EAST OF WIT POST, FLUSH, MAGNETIC.
 DF5914
 DF5914                          STATION RECOVERY (2009)
 DF5914
 DF5914'RECOVERY NOTE BY MN DEPT OF TRANSP 2009 (VWC)
 DF5914'RECOVERED AS DESCRIBED.
 DF5914
 DF5914                          STATION RECOVERY (2010)
 DF5914
 DF5914'RECOVERY NOTE BY MN DEPT OF TRANSP 2010 (MAS)
 DF5914'THE MARK WAS RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.
 DF5914'THE MARK IS 3.5 MILES NORTH OF HENRIETTE, 3.0 MILES NORTH ALONG TRUNK
 DF5914'HIGHWAY 107 FROM  NORTH JUNCTION OF TRUNK HIGHWAY 107 AND COUNTY ROAD
 DF5914'11 AT HENRIETTE, AT TRUNK HIGHWAY 107 MILEPOINT 15.2, 49.0 FEET WEST
 DF5914'OF TRUNK HIGHWAY 107, 42.0 FEET SOUTH OF DRIVEWAY AT 25087, 2.0 FEET
 DF5914'EAST OF WITNESS POST.
 DF5914
 DF5914                          STATION RECOVERY (2010)
 DF5914
 DF5914'RECOVERY NOTE BY MN DEPT OF TRANSP 2010 (MAS)
 DF5914'RECOVERED AS DESCRIBED.
 DF5914
 DF5914                          STATION RECOVERY (2010)
 DF5914
 DF5914'RECOVERY NOTE BY MN DEPT OF TRANSP 2010 (MAS)
 DF5914'THE MARK WAS RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.
 DF5914'THE MARK IS 3.5 MILES NORTH OF HENRIETTE, 3.0 MILES NORTH ALONG TRUNK
 DF5914'HIGHWAY 107 FROM NORTH JUNCTION OF TRUNK HIGHWAY 107 AND COUNTY ROAD
 DF5914'11 IN HENRIETTE, AT TRUNK HIGHWAY 107 MILEPOINT 15.2, 49.0 FEET WEST
 DF5914'OF TRUNK HIGHWAY 107, 42.0 FEET SOUTH OF DRIVEWAY AT 25087, 2.0 FEET
 DF5914'EAST OF WITNESS POST.
 DF5914
 DF5914                          STATION RECOVERY (2020)
 DF5914
 DF5914'RECOVERY NOTE BY MN DEPT OF TRANSP 2020 (TJD)
 DF5914'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DO4919 ***********************************************************************
 DO4919  DESIGNATION -  13 1 RESET
 DO4919  PID         -  DO4919
 DO4919  STATE/COUNTY-  MN/DAKOTA
 DO4919  COUNTRY     -  US
 DO4919  USGS QUAD   -  SAINT PAUL SW (2019)
 DO4919
 DO4919                         *CURRENT SURVEY CONTROL
 DO4919  ______________________________________________________________________
 DO4919* NAD 83(1986) POSITION- 44 47 13.55   (N) 093 14 52.47   (W)   HD_HELD1
 DO4919* NAVD 88 ORTHO HEIGHT -   278.683 (meters)      914.31  (feet) ADJUSTED
 DO4919  ______________________________________________________________________
 DO4919  GEOID HEIGHT    -        -27.292 (meters)                     GEOID18
 DO4919  DYNAMIC HEIGHT  -        278.672 (meters)      914.28  (feet) COMP
 DO4919  MODELED GRAVITY -    980,570.1   (mgal)                       NAVD 88
 DO4919
 DO4919  VERT ORDER      -  SECOND    CLASS I
 DO4919
 DO4919.The horizontal coordinates were determined by differentially corrected
 DO4919.hand held GPS observations or other comparable positioning techniques
 DO4919.and have an estimated accuracy of +/- 3 meters.
 DO4919
 DO4919.The orthometric height was determined by differential leveling and
 DO4919.adjusted by the NATIONAL GEODETIC SURVEY
 DO4919.in August 2013.
 DO4919
 DO4919.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO4919.GEOID18 height accuracy estimate available here.
 DO4919
 DO4919.Click photographs - Photos may exist for this station.
 DO4919
 DO4919.The dynamic height is computed by dividing the NAVD 88
 DO4919.geopotential number by the normal gravity value computed on the
 DO4919.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO4919.degrees latitude (g = 980.6199 gals.).
 DO4919
 DO4919.The modeled gravity was interpolated from observed gravity values.
 DO4919
 DO4919;                    North         East    Units  Estimated Accuracy
 DO4919;SPC MN S     -   298,842.0     859,514.5     MT  (+/- 3 meters HH1 GPS) 
 DO4919
 DO4919_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK8038859329(NAD 83)
 DO4919
 DO4919                          SUPERSEDED SURVEY CONTROL
 DO4919
 DO4919.No superseded survey control is available for this station.
 DO4919
 DO4919_MARKER: X = CHISELED CROSS
 DO4919_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 DO4919+WITH SETTING: PAVEMENT
 DO4919_SP_SET: POWER POLE BASE
 DO4919_MAGNETIC: I = MARKER IS A STEEL ROD
 DO4919_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DO4919+STABILITY: SURFACE MOTION
 DO4919_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DO4919+SATELLITE: SATELLITE OBSERVATIONS - July 20, 2023
 DO4919
 DO4919  HISTORY     - Date     Condition        Report By
 DO4919  HISTORY     - UNK      MONUMENTED
 DO4919  HISTORY     - 20230720 GOOD             MNDT
 DO4919
 DO4919                          STATION DESCRIPTION
 DO4919
 DO4919'DESCRIBED UNK (AKJ)
 DO4919'THE MARK, A CHISELED CROSS, IS LOCATED ABOUT 17.6 KM (10.9 MI)
 DO4919'WEST-SOUTHWEST OF INVER GROVE HEIGHTS, 16.1 KM (10.0 MI)
 DO4919'EAST-NORTHEAST OF PRIOR LAKE AND 7.2 KM (4.5 MI) SOUTH-SOUTHEAST OF
 DO4919'BLOOMINGTON.
 DO4919'
 DO4919'IN BURNSVILLE, 2.2 MI (3.5 KM) EAST ALONG TRUNK HIGHWAY 13 FROM THE
 DO4919'JUNCTION OF TRUNK HIGHWAY 13 AND INTERSTATE HIGHWAY 35-W IN
 DO4919'BURNSVILLE.
 DO4919'
 DO4919'THE CHISELED CROSS IS FOUND 60.0 FT (18.3 M) SOUTH OF TRUNK HIGHWAY
 DO4919'13, 28.0 FT (8.5 M) EAST OF COUNTY ROAD 11, ON CENTER ONE OF 3 BOLTS
 DO4919'AT THE NORTHEAST CORNER OF A HIGH TENSION POLE (GREY) CONCRETE BASE.
 DO4919'
 DO4919'NOTE-SET DATE UNKNOWN, BOLTS MAKE THE MARK MAGNETIC.
 DO4919
 DO4919                          STATION RECOVERY (2023)
 DO4919
 DO4919'RECOVERY NOTE BY MN DEPT OF TRANSP 2023 (MJS)
 DO4919'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 PP1247 ***********************************************************************
 PP1247  DESIGNATION -  13 2
 PP1247  PID         -  PP1247
 PP1247  STATE/COUNTY-  MN/DAKOTA
 PP1247  COUNTRY     -  US
 PP1247  USGS QUAD   -  SAINT PAUL SW (2019)
 PP1247
 PP1247                         *CURRENT SURVEY CONTROL
 PP1247  ______________________________________________________________________
 PP1247* NAD 83(1986) POSITION- 44 47 56.67   (N) 093 14 06.28   (W)   HD_HELD1
 PP1247* NAVD 88 ORTHO HEIGHT -   274.601 (meters)      900.92  (feet) ADJUSTED
 PP1247  ______________________________________________________________________
 PP1247  GEOID HEIGHT    -        -27.302 (meters)                     GEOID18
 PP1247  DYNAMIC HEIGHT  -        274.590 (meters)      900.88  (feet) COMP
 PP1247  MODELED GRAVITY -    980,569.9   (mgal)                       NAVD 88
 PP1247
 PP1247  VERT ORDER      -  SECOND    CLASS 0
 PP1247
 PP1247.The horizontal coordinates were determined by differentially corrected
 PP1247.hand held GPS observations or other comparable positioning techniques
 PP1247.and have an estimated accuracy of +/- 3 meters.
 PP1247
 PP1247.The orthometric height was determined by differential leveling and
 PP1247.adjusted by the NATIONAL GEODETIC SURVEY
 PP1247.in June 1991.
 PP1247
 PP1247.Significant digits in the geoid height do not necessarily reflect accuracy.
 PP1247.GEOID18 height accuracy estimate available here.
 PP1247
 PP1247.Click photographs - Photos may exist for this station.
 PP1247
 PP1247.The dynamic height is computed by dividing the NAVD 88
 PP1247.geopotential number by the normal gravity value computed on the
 PP1247.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP1247.degrees latitude (g = 980.6199 gals.).
 PP1247
 PP1247.The modeled gravity was interpolated from observed gravity values.
 PP1247
 PP1247;                    North         East    Units  Estimated Accuracy
 PP1247;SPC MN S     -   300,182.4     860,517.3     MT  (+/- 3 meters HH1 GPS) 
 PP1247
 PP1247_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK8140760657(NAD 83)
 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
 PP1247.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PP1247.See file dsdata.pdf to determine how the superseded data were derived.
 PP1247
 PP1247_MARKER: Z = SEE DESCRIPTION
 PP1247_SP_SET: FIRE HYDRANT
 PP1247_STAMPING: UNSTAMPED
 PP1247_MAGNETIC: O = OTHER; SEE DESCRIPTION
 PP1247_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PP1247_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 PP1247+SATELLITE: SATELLITE OBSERVATIONS - July 20, 2023
 PP1247
 PP1247  HISTORY     - Date     Condition        Report By
 PP1247  HISTORY     - 1971     MONUMENTED       MNHD
 PP1247  HISTORY     - 20040915 GOOD             USPSQD
 PP1247  HISTORY     - 20070619 GOOD             MNDT
 PP1247  HISTORY     - 20111010 GOOD             MNDT
 PP1247  HISTORY     - 20230720 GOOD             MNDT
 PP1247
 PP1247                          STATION DESCRIPTION
 PP1247
 PP1247'DESCRIBED BY MN HIGHWAY DEPT 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, T27N, R24W.
 PP1247
 PP1247                          STATION RECOVERY (2004)
 PP1247
 PP1247'RECOVERY NOTE BY US POWER SQUADRON 2004 (JRD)
 PP1247'MARK RECOVERED IN GOOD CONDITION AS DESCRIBED.
 PP1247
 PP1247                          STATION RECOVERY (2007)
 PP1247
 PP1247'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (VWC)
 PP1247'THE MARK IS LOCATED ABOUT 11.0 MI (17.7 KM) EAST-NORTHEAST OF PRIOR
 PP1247'LAKE, 10.1 MI (16.3 KM) WEST-SOUTHWEST OF INVER GROVE HEIGHTS AND 4.2
 PP1247'MI (6.8 KM) SOUTHEAST OF BLOOMINGTON.
 PP1247'
 PP1247'TO REACH TO THE MARK IN BURNSVILLE, GO 3.1 MI (5.0 KM) EAST AND
 PP1247'NORTHEAST ALONG TRUNK HIGHWAY 13 FROM THE JUNCTION OF TRUNK HIGHWAY 13
 PP1247'AND INTERSTATE HIGHWAY 35-W IN BURNSVILLE, 1.0 MILES EAST OF COUNTY
 PP1247'ROAD 11, 1.15 MI (1.9 KM) SOUTHWEST ALONG TRUNK HIGHWAY 13 FROM THE
 PP1247'JUNCTION OF TRUNK HIGHWAY 30 AND TRUNK HIGHWAY 36 (CEDAR AVENUE) IN
 PP1247'EAGAN TOWNSHIP.
 PP1247'
 PP1247'IT IS 165 FT (50.3 M) NORTHWEST OF TRUNK HIGHWAY 13, 15 FT (4.6 M)
 PP1247'EAST OF GALTIER DRIVE, 15 FT (4.6 M) NORTH OF THE BRICK GATES TO RIVER
 PP1247'HILLS ESTATES, ON TOP NUT (VALVE) OF A FIRE HYDRANT.
 PP1247
 PP1247                          STATION RECOVERY (2011)
 PP1247
 PP1247'RECOVERY NOTE BY MN DEPT OF TRANSP 2011 (DB)
 PP1247'RECOVERED IN GOOD CONDITION.
 PP1247
 PP1247                          STATION RECOVERY (2023)
 PP1247
 PP1247'RECOVERY NOTE BY MN DEPT OF TRANSP 2023 (MJS)
 PP1247'IN BURNSVILLE, 3.1 MI (5.0 KM) EAST AND NORTHEAST ALONG TRUNK HIGHWAY
 PP1247'13 FROM THE JUNCTION OF TRUNK HIGHWAY 13 AND INTERSTATE HIGHWAY 35-W
 PP1247'IN BURNSVILLE, 1.0 MI (1.6 KM) EAST OF COUNTY ROAD 11, 1.15 MI (1.85
 PP1247'KM) SOUTHWEST ALONG TRUNK HIGHWAY 13 FROM THE JUNCTION OF TRUNK
 PP1247'HIGHWAY 30 AND TRUNK HIGHWAY 36 (CEDAR AVENUE) IN EAGAN TOWNSHIP,
 PP1247'165.0 FT (50.3 M) NORTHWEST OF TRUNK HIGHWAY 13, 15.0 FT (4.6 M) EAST
 PP1247'OF GALTIER DRIVE, 15.0 FT (4.6 M) NORTH OF THE BRICK GATES TO RIVER
 PP1247'HILLS ESTATES.  THE HYDRANT IS MAGNETIC.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 QP1689 ***********************************************************************
 QP1689  DESIGNATION -  13 2
 QP1689  PID         -  QP1689
 QP1689  STATE/COUNTY-  MN/KANDIYOHI
 QP1689  COUNTRY     -  US
 QP1689  USGS QUAD   -  WILLMAR (2019)
 QP1689
 QP1689                         *CURRENT SURVEY CONTROL
 QP1689  ______________________________________________________________________
 QP1689* NAD 83(1986) POSITION- 45 06 38.0    (N) 095 00 05.0    (W)   HD_HELD2
 QP1689* NAVD 88 ORTHO HEIGHT -   354.698 (meters)     1163.71  (feet) ADJUSTED
 QP1689  ______________________________________________________________________
 QP1689  GEOID HEIGHT    -        -26.801 (meters)                     GEOID18
 QP1689  DYNAMIC HEIGHT  -        354.671 (meters)     1163.62  (feet) COMP
 QP1689  MODELED GRAVITY -    980,530.3   (mgal)                       NAVD 88
 QP1689
 QP1689  VERT ORDER      -  SECOND    CLASS I
 QP1689
 QP1689.The horizontal coordinates were established by autonomous hand held GPS
 QP1689.observations and have an estimated accuracy of +/- 10 meters.
 QP1689
 QP1689.The orthometric height was determined by differential leveling and
 QP1689.adjusted by the NATIONAL GEODETIC SURVEY
 QP1689.in December 2013.
 QP1689
 QP1689.Significant digits in the geoid height do not necessarily reflect accuracy.
 QP1689.GEOID18 height accuracy estimate available here.
 QP1689
 QP1689.Click photographs - Photos may exist for this station.
 QP1689
 QP1689.The dynamic height is computed by dividing the NAVD 88
 QP1689.geopotential number by the normal gravity value computed on the
 QP1689.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QP1689.degrees latitude (g = 980.6199 gals.).
 QP1689
 QP1689.The modeled gravity was interpolated from observed gravity values.
 QP1689
 QP1689;                    North         East    Units  Estimated Accuracy
 QP1689;SPC MN S     -   334,995.      721,199.      MT  (+/- 10 meters HH2 GPS)
 QP1689
 QP1689_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUK4256397180(NAD 83)
 QP1689
 QP1689                          SUPERSEDED SURVEY CONTROL
 QP1689
 QP1689  NAVD 88 (06/15/91)  354.699  (m)         1163.71   (f) SUPERSEDED  2 2
 QP1689
 QP1689.Superseded values are not recommended for survey control.
 QP1689
 QP1689.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QP1689.See file dsdata.pdf to determine how the superseded data were derived.
 QP1689
 QP1689_MARKER: DB = BENCH MARK DISK
 QP1689_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 QP1689_STAMPING: 13-2 1981
 QP1689_MARK LOGO: MNHD
 QP1689_PROJECTION: RECESSED 5 CENTIMETERS
 QP1689_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 QP1689_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QP1689_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 QP1689+SATELLITE: SATELLITE OBSERVATIONS - April 26, 2016
 QP1689
 QP1689  HISTORY     - Date     Condition        Report By
 QP1689  HISTORY     - 19810401 MONUMENTED       MNDT
 QP1689  HISTORY     - 20080925 GOOD             MNDT
 QP1689  HISTORY     - 20160426 GOOD             MNDT
 QP1689
 QP1689                          STATION DESCRIPTION
 QP1689
 QP1689'DESCRIBED BY MN DEPT OF TRANSP 1981
 QP1689'IN WILLMAR.
 QP1689'THE MARK IS LOCATED 2 MILES EAST ALONG WILLMAR AVENUE SOUTHEAST FROM
 QP1689'ITS JUNCTION WITH TRUNK HIGHWAY 71 IN WILLMAR OR 1 MILE SOUTH ALONG
 QP1689'30TH STREET SOUTHEAST FROM ITS JUNCTION WITH TRUNK HIGHWAY 12 AND IS
 QP1689'NEAR THE SOUTHEAST CORNER OF SECTION 13, T119N, R35W.  THE MARK IS
 QP1689'62.4 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF A WHITE 2-STORY FRAME
 QP1689'HOUSE, 61.3 FEET EAST OF THE EAST END OF A 12 INCH CONCRETE CULVERT
 QP1689'UNDER A DRIVEWAY TO THE NORTH, 53 FEET WEST OF THE CENTER OF 30TH
 QP1689'STREET SOUTHEAST, 46 FEET NORTH OF THE CENTERLINE OF WILLMAR AVENUE
 QP1689'SOUTHEAST, 18.6 FEET WEST-NORTHWEST OF BURIED CABLE PEDESTAL NUMBER
 QP1689'1645 AND 0.7 FEET SOUTH OF A STEEL WITNESS POST.  THE MARK, A
 QP1689'STANDARD MNHD BENCH MARK DISK STAMPED---13-2 1981---, IS SET IN THE
 QP1689'TOP OF A MAGNETIC CONCRETE POST THAT IS FLUSH WITH THE GROUND.
 QP1689
 QP1689                          STATION RECOVERY (2008)
 QP1689
 QP1689'RECOVERY NOTE BY MN DEPT OF TRANSP 2008 (MPP)
 QP1689'THE MARK IS 1.76 MI (2.8 KM) SOUTHEAST OF WILLMAR, IN WILLMAR.
 QP1689'
 QP1689'TO REACH THE MARK GO 1.0 MI (1.6 KM) SOUTH OF THE JUNCTION OF 30TH
 QP1689'STREET SOUTHEAST AND TRUNK HIGHWAY 12, 0.5 MI (0.8 KM) EAST ALONG
 QP1689'COUNTY ROAD 23 FROM THE JUNCTION OF TRUNK HIGHWAY 23 AND COUNTY ROAD
 QP1689'23.
 QP1689'
 QP1689'IT IS 53 FT (16.2 M) WEST OF COUNTY ROAD 9, 46 FT (14.0 M) NORTH OF
 QP1689'COUNTY ROAD 23, 18.6 FT (5.7 M) WEST-NORTHWEST OF CABLE PEDESTAL, 62.4
 QP1689'FT (19.0 M) SOUTHEAST OF THE SOUTHEAST CORNER OF HOUSE.
 QP1689
 QP1689                          STATION RECOVERY (2016)
 QP1689
 QP1689'RECOVERY NOTE BY MN DEPT OF TRANSP 2016 (JL)
 QP1689'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 PQ1477 ***********************************************************************
 PQ1477  DESIGNATION -  13 26
 PQ1477  PID         -  PQ1477
 PQ1477  STATE/COUNTY-  MN/MEEKER
 PQ1477  COUNTRY     -  US
 PQ1477  USGS QUAD   -  CEDAR MILLS (2019)
 PQ1477
 PQ1477                         *CURRENT SURVEY CONTROL
 PQ1477  ______________________________________________________________________
 PQ1477* NAD 83(2011) POSITION- 44 59 39.51394(N) 094 31 28.46944(W)   ADJUSTED
 PQ1477* NAD 83(2011) ELLIP HT-   310.406 (meters)        (02/09/15)   ADJUSTED
 PQ1477* NAD 83(2011) EPOCH   -  2010.00
 PQ1477* NAVD 88 ORTHO HEIGHT -   337.376 (meters)     1106.87  (feet) ADJUSTED
 PQ1477  ______________________________________________________________________
 PQ1477  GEOID HEIGHT    -        -26.959 (meters)                     GEOID18
 PQ1477  NAD 83(2011) X  -   -356,430.329 (meters)                     COMP
 PQ1477  NAD 83(2011) Y  - -4,504,176.802 (meters)                     COMP
 PQ1477  NAD 83(2011) Z  -  4,487,120.678 (meters)                     COMP
 PQ1477  LAPLACE CORR    -         -2.56  (seconds)                    DEFLEC18
 PQ1477  DYNAMIC HEIGHT  -        337.352 (meters)     1106.80  (feet) COMP
 PQ1477  MODELED GRAVITY -    980,536.7   (mgal)                       NAVD 88
 PQ1477
 PQ1477  VERT ORDER      -  SECOND    CLASS I
 PQ1477
 PQ1477  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 PQ1477  Standards:
 PQ1477         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 PQ1477            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 PQ1477  -------------------------------------------------------------------
 PQ1477  NETWORK    0.70   0.74           0.32   0.24   0.38      0.20653308
 PQ1477  -------------------------------------------------------------------
 PQ1477  Click here for local accuracies and other accuracy information.
 PQ1477
 PQ1477.The horizontal coordinates were established by GPS observations
 PQ1477.and adjusted by the MN DEPT OF TRANSP in February 2015.
 PQ1477
 PQ1477.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 PQ1477.been affixed to the stable North American tectonic plate. See 
 PQ1477.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 PQ1477
 PQ1477.The horizontal coordinates are valid at the epoch date displayed above
 PQ1477.which is a decimal equivalence of Year/Month/Day.
 PQ1477
 PQ1477.The orthometric height was determined by differential leveling and
 PQ1477.adjusted by the NATIONAL GEODETIC SURVEY
 PQ1477.in June 1995.
 PQ1477
 PQ1477.Significant digits in the geoid height do not necessarily reflect accuracy.
 PQ1477.GEOID18 height accuracy estimate available here.
 PQ1477
 PQ1477.Click photographs - Photos may exist for this station.
 PQ1477
 PQ1477.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 PQ1477
 PQ1477.The Laplace correction was computed from DEFLEC18 derived deflections.
 PQ1477
 PQ1477.The ellipsoidal height was determined by GPS observations
 PQ1477.and is referenced to NAD 83.
 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. The following values were computed from the NAD 83(2011) position.
 PQ1477
 PQ1477;                    North         East     Units Scale Factor Converg.
 PQ1477;SPC MN S     -   321,727.120   758,636.819   MT  0.99995901   -0 22 03.7
 PQ1477;SPC MN S     - 1,055,533.06  2,488,960.96   sFT  0.99995901   -0 22 03.7
 PQ1477;UTM  15      - 4,983,448.805   379,828.263   MT  0.99977757   -1 04 41.0
 PQ1477
 PQ1477!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PQ1477!SPC MN S     -   0.99995133  x   0.99995901  =   0.99991035
 PQ1477!UTM  15      -   0.99995133  x   0.99977757  =   0.99972892
 PQ1477
 PQ1477_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUK7982883448(NAD 83)
 PQ1477
 PQ1477                          SUPERSEDED SURVEY CONTROL
 PQ1477
 PQ1477.No superseded survey control is available for this station.
 PQ1477
 PQ1477_MARKER: DB = BENCH MARK DISK
 PQ1477_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 PQ1477_STAMPING: 13-26 1978
 PQ1477_MARK LOGO: MNHD
 PQ1477_PROJECTION: RECESSED 5 CENTIMETERS
 PQ1477_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT
 PQ1477_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PQ1477_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PQ1477+SATELLITE: SATELLITE OBSERVATIONS - April 14, 2011
 PQ1477
 PQ1477  HISTORY     - Date     Condition        Report By
 PQ1477  HISTORY     - 1978     MONUMENTED       MNDT
 PQ1477  HISTORY     - 20040114 GOOD             MNDT
 PQ1477  HISTORY     - 20110414 GOOD             MNDT
 PQ1477
 PQ1477                          STATION DESCRIPTION
 PQ1477
 PQ1477'DESCRIBED BY MN DEPT OF TRANSP 1978
 PQ1477'THE MARK IS LOCATED 3.5 MILES (5.6 KM) NORTH ALONG TOWNSHIP ROAD 92
 PQ1477'FROM ITS JUNCTION WITH TRUNK HIGHWAY 7 AT CEDAR MILLS OR 1.1 MILES
 PQ1477'(1.8 KM) WEST ALONG COUNTY ROAD 18 FROM ITS JUNCTION WITH TRUNK
 PQ1477'HIGHWAY 22 JUST SOUTH OF GREENFIELD, IN THE SE 1/4 OF SECTION 26,
 PQ1477'T118N, R31W.  THE MARK IS 515 FEET (157.0 M) WEST OF THE CENTERLINE
 PQ1477'OF TOWNSHIP ROAD 92 EXTENDED, 58 FEET (17.7 M) NORTH OF THE CENTER OF
 PQ1477'COUNTY ROAD 18, 3.8 FEET (1.2 M) SOUTHEAST OF A POWER POLE, AND 1.2
 PQ1477'FEET (0.4 M) SOUTH OF A STEEL WITNESS POST.  THE MARK, A STANDARD
 PQ1477'MNDT BENCH MARK DISK STAMPED---13-26 1978---, IS SET IN THE TOP OF A
 PQ1477'MAGNETIC PRECAST CONCRETE POST THAT IS ABOUT LEVEL WITH COUNTY ROAD
 PQ1477'18 AND FLUSH WITH THE SURFACE OF THE GROUND.
 PQ1477
 PQ1477                          STATION RECOVERY (2004)
 PQ1477
 PQ1477'RECOVERY NOTE BY MN DEPT OF TRANSP 2004 (DNR)
 PQ1477'3.5 MILES NORTH OF CEDAR MILLS, 1.1 MILES WEST OF JUNCTION OF COUNTY
 PQ1477'ROAD 18 AND TRUNK HIGHWAY 22, 58 FEET NORTH OF COUNTY ROAD 18, 515
 PQ1477'FEET WEST OF TOWNSHIP ROAD EXTENDED, 3.8 FEET SOUTHEAST OF POWER POLE,
 PQ1477'1.2 FEET SOUTH OF WITNESS POST
 PQ1477
 PQ1477                          STATION RECOVERY (2011)
 PQ1477
 PQ1477'RECOVERY NOTE BY MN DEPT OF TRANSP 2011 (KMS)
 PQ1477'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 QP1690 ***********************************************************************
 QP1690  DESIGNATION -  13 3
 QP1690  PID         -  QP1690
 QP1690  STATE/COUNTY-  MN/KANDIYOHI
 QP1690  COUNTRY     -  US
 QP1690  USGS QUAD   -  WILLMAR (2019)
 QP1690
 QP1690                         *CURRENT SURVEY CONTROL
 QP1690  ______________________________________________________________________
 QP1690* NAD 83(1986) POSITION- 45 07 03.0    (N) 095 00 06.0    (W)   HD_HELD2
 QP1690* NAVD 88 ORTHO HEIGHT -   353.449 (meters)     1159.61  (feet) ADJUSTED
 QP1690  ______________________________________________________________________
 QP1690  GEOID HEIGHT    -        -26.799 (meters)                     GEOID18
 QP1690  DYNAMIC HEIGHT  -        353.422 (meters)     1159.52  (feet) COMP
 QP1690  MODELED GRAVITY -    980,530.3   (mgal)                       NAVD 88
 QP1690
 QP1690  VERT ORDER      -  SECOND    CLASS I
 QP1690
 QP1690.The horizontal coordinates were established by autonomous hand held GPS
 QP1690.observations and have an estimated accuracy of +/- 10 meters.
 QP1690
 QP1690.The orthometric height was determined by differential leveling and
 QP1690.adjusted by the NATIONAL GEODETIC SURVEY
 QP1690.in December 2013.
 QP1690
 QP1690.Significant digits in the geoid height do not necessarily reflect accuracy.
 QP1690.GEOID18 height accuracy estimate available here.
 QP1690
 QP1690.Click photographs - Photos may exist for this station.
 QP1690
 QP1690.The dynamic height is computed by dividing the NAVD 88
 QP1690.geopotential number by the normal gravity value computed on the
 QP1690.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QP1690.degrees latitude (g = 980.6199 gals.).
 QP1690
 QP1690.The modeled gravity was interpolated from observed gravity values.
 QP1690
 QP1690;                    North         East    Units  Estimated Accuracy
 QP1690;SPC MN S     -   335,767.      721,187.      MT  (+/- 10 meters HH2 GPS)
 QP1690
 QP1690_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUK4256097952(NAD 83)
 QP1690
 QP1690                          SUPERSEDED SURVEY CONTROL
 QP1690
 QP1690  NAVD 88 (06/15/91)  353.454  (m)         1159.62   (f) SUPERSEDED  2 2
 QP1690
 QP1690.Superseded values are not recommended for survey control.
 QP1690
 QP1690.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QP1690.See file dsdata.pdf to determine how the superseded data were derived.
 QP1690
 QP1690_MARKER: DB = BENCH MARK DISK
 QP1690_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 QP1690_STAMPING: 13-3 1981
 QP1690_MARK LOGO: MNHD
 QP1690_PROJECTION: RECESSED 20 CENTIMETERS
 QP1690_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 QP1690_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QP1690_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QP1690+SATELLITE: SATELLITE OBSERVATIONS - April 26, 2016
 QP1690
 QP1690  HISTORY     - Date     Condition        Report By
 QP1690  HISTORY     - 1981     MONUMENTED       MNDT
 QP1690  HISTORY     - 20080925 GOOD             MNDT
 QP1690  HISTORY     - 20160426 GOOD             MNDT
 QP1690
 QP1690                          STATION DESCRIPTION
 QP1690
 QP1690'DESCRIBED BY MN DEPT OF TRANSP 1981
 QP1690'IN WILLMAR.
 QP1690'THE MARK IS LOCATED 0.5 MILE SOUTH ALONG 30TH STREET SOUTHEAST FROM
 QP1690'ITS JUNCTION WITH TRUNK HIGHWAY 12 IN WILLMAR AND IS NEAR THE EAST
 QP1690'1/4 CORNER OF SECTION 13, T119N, R35W.  THE MARK IS 280 FEET SOUTH OF
 QP1690'A FARM DRIVE TO THE EAST, 48.5 FEET WEST OF AND 4 FEET LOWER THAN THE
 QP1690'CENTER OF 30TH STREET SOUTHEAST, 10.1 FEET NORTH OF A POWER POLE AND
 QP1690'0.9 FOOT EAST OF A STEEL WITNESS POST.  THE MARK, A STANDARD MNHD
 QP1690'BENCH MARK DISK STAMPED---13-3 1981---, IS SET IN THE TOP OF A
 QP1690'MAGNETIC CONCRETE POST THAT IS BURIED 4 INCHES BELOW GROUND LEVEL.
 QP1690
 QP1690                          STATION RECOVERY (2008)
 QP1690
 QP1690'RECOVERY NOTE BY MN DEPT OF TRANSP 2008 (MPP)
 QP1690'RECOVERED AS DESCRIBED.
 QP1690
 QP1690                          STATION RECOVERY (2016)
 QP1690
 QP1690'RECOVERY NOTE BY MN DEPT OF TRANSP 2016 (JL)
 QP1690'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 QO2174 ***********************************************************************
 QO2174  DESIGNATION -  13 ADP
 QO2174  PID         -  QO2174
 QO2174  STATE/COUNTY-  MN/KANABEC
 QO2174  COUNTRY     -  US
 QO2174  USGS QUAD   -  GRASSTON (2019)
 QO2174
 QO2174                         *CURRENT SURVEY CONTROL
 QO2174  ______________________________________________________________________
 QO2174* NAD 83(2011) POSITION- 45 47 18.40025(N) 093 11 03.90120(W)   ADJUSTED
 QO2174* NAD 83(2011) ELLIP HT-   261.071 (meters)        (12/23/24)   ADJUSTED
 QO2174* NAD 83(2011) EPOCH   -  2010.00
 QO2174* NAVD 88 ORTHO HEIGHT -   289.159 (meters)      948.68  (feet) ADJUSTED
 QO2174  ______________________________________________________________________
 QO2174  GEOID HEIGHT    -        -28.083 (meters)                     GEOID18
 QO2174  NAD 83(2011) X  -   -247,496.518 (meters)                     COMP
 QO2174  NAD 83(2011) Y  - -4,448,507.162 (meters)                     COMP
 QO2174  NAD 83(2011) Z  -  4,549,069.119 (meters)                     COMP
 QO2174  LAPLACE CORR    -         -0.26  (seconds)                    DEFLEC18
 QO2174  DYNAMIC HEIGHT  -        289.151 (meters)      948.66  (feet) COMP
 QO2174  MODELED GRAVITY -    980,579.9   (mgal)                       NAVD 88
 QO2174
 QO2174  VERT ORDER      -  SECOND    CLASS I
 QO2174
 QO2174  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 QO2174  Standards:
 QO2174         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 QO2174            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 QO2174  -------------------------------------------------------------------
 QO2174  NETWORK    0.61   1.10           0.28   0.20   0.56     -0.11146554
 QO2174  -------------------------------------------------------------------
 QO2174  Click here for local accuracies and other accuracy information.
 QO2174
 QO2174.The horizontal coordinates were established by GPS observations
 QO2174.and adjusted by the MN DEPT OF TRANSP in December 2024.
 QO2174
 QO2174.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 QO2174.been affixed to the stable North American tectonic plate. See 
 QO2174.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 QO2174
 QO2174.The horizontal coordinates are valid at the epoch date displayed above
 QO2174.which is a decimal equivalence of Year/Month/Day.
 QO2174
 QO2174.The orthometric height was determined by differential leveling and
 QO2174.adjusted by the NATIONAL GEODETIC SURVEY
 QO2174.in June 1991.
 QO2174
 QO2174.Significant digits in the geoid height do not necessarily reflect accuracy.
 QO2174.GEOID18 height accuracy estimate available here.
 QO2174
 QO2174.Click photographs - Photos may exist for this station.
 QO2174
 QO2174.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 QO2174
 QO2174.The Laplace correction was computed from DEFLEC18 derived deflections.
 QO2174
 QO2174.The ellipsoidal height was determined by GPS observations
 QO2174.and is referenced to NAD 83.
 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. The following values were computed from the NAD 83(2011) position.
 QO2174
 QO2174;                    North         East     Units Scale Factor Converg.
 QO2174;SPC MN C     -   188,190.201   882,852.376   MT  0.99996721   +0 46 15.0
 QO2174;SPC MN C     -   617,420.68  2,896,491.50   sFT  0.99996721   +0 46 15.0
 QO2174;UTM  15      - 5,070,559.199   485,665.841   MT  0.99960253   -0 07 55.9
 QO2174
 QO2174!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QO2174!SPC MN C     -   0.99995907  x   0.99996721  =   0.99992628
 QO2174!UTM  15      -   0.99995907  x   0.99960253  =   0.99956162
 QO2174
 QO2174_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL8566570559(NAD 83)
 QO2174
 QO2174                          SUPERSEDED SURVEY CONTROL
 QO2174
 QO2174.No superseded survey control is available for this station.
 QO2174
 QO2174_MARKER: DB = BENCH MARK DISK
 QO2174_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 QO2174_STAMPING: 13 ADP 1954
 QO2174_MARK LOGO: USGS
 QO2174_PROJECTION: FLUSH
 QO2174_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 QO2174_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QO2174_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QO2174+SATELLITE: SATELLITE OBSERVATIONS - June 06, 2024
 QO2174
 QO2174  HISTORY     - Date     Condition        Report By
 QO2174  HISTORY     - 1954     MONUMENTED       USGS
 QO2174  HISTORY     - 1984     GOOD             MNDT
 QO2174  HISTORY     - 20070720 GOOD             INDIV
 QO2174  HISTORY     - 20170522 GOOD             MNDT
 QO2174  HISTORY     - 20200511 GOOD             MNDT
 QO2174  HISTORY     - 20240606 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.
 QO2174
 QO2174                          STATION RECOVERY (2007)
 QO2174
 QO2174'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2007 (BAJ)
 QO2174'RECOVERED AS DESCRIBED.
 QO2174
 QO2174                          STATION RECOVERY (2017)
 QO2174
 QO2174'RECOVERY NOTE BY MN DEPT OF TRANSP 2017 (KMS)
 QO2174'RECOVERED AS DESCRIBED.
 QO2174
 QO2174                          STATION RECOVERY (2020)
 QO2174
 QO2174'RECOVERY NOTE BY MN DEPT OF TRANSP 2020 (TJD)
 QO2174'6.5 MI (10.5 KM) EAST-SOUTHEAST OF MORA, 5.45 MI (8.77 KM) EAST ALONG
 QO2174'TRUNK HIGHWAY 70 FROM THE JUNCTION OF TRUNK HIGHWAY 70 AND TRUNK
 QO2174'HIGHWAY 65 (THE JUNCTION IS 6.0 MI (9.7 KM) SOUTH OF MORA), AT TRUNK
 QO2174'HIGHWAY 70 MILE POINT 5.45, 29.5 FT (9.0 M) NORTH OF TRUNK HIGHWAY 70,
 QO2174'425.0 FT (129.5 M) WEST OF QUAIL STREET, 58.0 FT (17.7 M)
 QO2174'WEST-SOUTHWEST OF A POWER POLE, 38.2 FT (11.6 M) WEST OF DRIVEWAY
 QO2174'NUMBER 2584, 0.4 FT (12 CM) SOUTH OF A WITNESS POST.
 QO2174
 QO2174                          STATION RECOVERY (2024)
 QO2174
 QO2174'RECOVERY NOTE BY MN DEPT OF TRANSP 2024 (AXW)
 QO2174'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DH6122 ***********************************************************************
 DH6122  DESIGNATION -  13 CDL
 DH6122  PID         -  DH6122
 DH6122  STATE/COUNTY-  MN/MAHNOMEN
 DH6122  COUNTRY     -  US
 DH6122  USGS QUAD   -  NORTH TWIN LAKE (2019)
 DH6122
 DH6122                         *CURRENT SURVEY CONTROL
 DH6122  ______________________________________________________________________
 DH6122* NAD 83(1986) POSITION- 47 15 06.     (N) 095 44 32.     (W)   SCALED
 DH6122* NAVD 88 ORTHO HEIGHT -   449.661 (meters)     1475.26  (feet) ADJUSTED
 DH6122  ______________________________________________________________________
 DH6122  GEOID HEIGHT    -        -27.226 (meters)                     GEOID18
 DH6122  DYNAMIC HEIGHT  -        449.694 (meters)     1475.37  (feet) COMP
 DH6122  MODELED GRAVITY -    980,673.9   (mgal)                       NAVD 88
 DH6122
 DH6122  VERT ORDER      -  THIRD
 DH6122
 DH6122.The horizontal coordinates were scaled from a map and have
 DH6122.an estimated accuracy of +/- 6 seconds.
 DH6122
 DH6122.The orthometric height was determined by differential leveling and
 DH6122.adjusted by the NATIONAL GEODETIC SURVEY
 DH6122.in May 2009.
 DH6122
 DH6122.Significant digits in the geoid height do not necessarily reflect accuracy.
 DH6122.GEOID18 height accuracy estimate available here.
 DH6122
 DH6122.Click photographs - Photos may exist for this station.
 DH6122
 DH6122.The dynamic height is computed by dividing the NAVD 88
 DH6122.geopotential number by the normal gravity value computed on the
 DH6122.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH6122.degrees latitude (g = 980.6199 gals.).
 DH6122
 DH6122.The modeled gravity was interpolated from observed gravity values.
 DH6122
 DH6122;                    North         East    Units  Estimated Accuracy
 DH6122;SPC MN N     -   186,980.      600,040.      MT  (+/- 180 meters Scaled)
 DH6122
 DH6122_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTN925367(NAD 83)
 DH6122
 DH6122                          SUPERSEDED SURVEY CONTROL
 DH6122
 DH6122.No superseded survey control is available for this station.
 DH6122
 DH6122_MARKER: DD = SURVEY DISK
 DH6122_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 DH6122_STAMPING: 13 CDL 1967
 DH6122_MARK LOGO: USGS
 DH6122_PROJECTION: FLUSH
 DH6122_MAGNETIC: N = NO MAGNETIC MATERIAL
 DH6122_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DH6122_ROD/PIPE-DEPTH: 3.0 meters
 DH6122
 DH6122  HISTORY     - Date     Condition        Report By
 DH6122  HISTORY     - 1967     MONUMENTED       USGS
 DH6122  HISTORY     - 20061127 MARK NOT FOUND   MNDT
 DH6122
 DH6122                          STATION DESCRIPTION
 DH6122
 DH6122'DESCRIBED BY US GEOLOGICAL SURVEY 1967 (CDL)
 DH6122'MAHNOMEN, 4.4 MI. SOUTH AND 10.4 MI. EAST OF, T. 144 N., R. 40 W.,
 DH6122'NEAR THE CORNER OF SECTIONS 27, 28 33 AND 34, 48 FT. NORTH, 33 FT.
 DH6122'EAST OF AND 7.1 FT. HIGHER THAN CENTER OF RD. AT T-RD. NORTH, 2.3 FT.
 DH6122'EAST OF A VENCE LINE, 2.9 FT (0.9 M) SW OF A POWER POLE, 1.3 FT. SOUTH
 DH6122'OF A WITNESS POST, ON TOP OF A COPPER COATED STEEL ROD, DRIVEN 10 FT.
 DH6122'INTO THE GROUND, A STANDARD TABLET SET FLUSH WITH THE GROUND AND
 DH6122'SURROUNDED BY A 6 INCH TILE, STAMPED 13 CDL 1967.
 DH6122
 DH6122                          STATION RECOVERY (2006)
 DH6122
 DH6122'RECOVERY NOTE BY MN DEPT OF TRANSP 2006 (MPP)
 DH6122'THE MARK WAS NOT RECOVERED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 SK0689 ***********************************************************************
 SK0689  DESIGNATION -  13 CER
 SK0689  PID         -  SK0689
 SK0689  STATE/COUNTY-  MN/CLEARWATER
 SK0689  COUNTRY     -  US
 SK0689  USGS QUAD   -  CLEARBROOK (2019)
 SK0689
 SK0689                         *CURRENT SURVEY CONTROL
 SK0689  ______________________________________________________________________
 SK0689* NAD 83(1986) POSITION- 47 41 17.     (N) 095 23 16.     (W)   SCALED
 SK0689* NAVD 88 ORTHO HEIGHT -   415.289 (meters)     1362.49  (feet) ADJUSTED
 SK0689  ______________________________________________________________________
 SK0689  GEOID HEIGHT    -        -27.619 (meters)                     GEOID18
 SK0689  DYNAMIC HEIGHT  -        415.346 (meters)     1362.68  (feet) COMP
 SK0689  MODELED GRAVITY -    980,736.3   (mgal)                       NAVD 88
 SK0689
 SK0689  VERT ORDER      -  SECOND    CLASS 0
 SK0689
 SK0689.The horizontal coordinates were scaled from a map and have
 SK0689.an estimated accuracy of +/- 6 seconds.
 SK0689
 SK0689.The orthometric height was determined by differential leveling and
 SK0689.adjusted by the NATIONAL GEODETIC SURVEY
 SK0689.in June 1991.
 SK0689
 SK0689.Significant digits in the geoid height do not necessarily reflect accuracy.
 SK0689.GEOID18 height accuracy estimate available here.
 SK0689
 SK0689.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUN208843(NAD 83)
 SK0689
 SK0689                          SUPERSEDED SURVEY CONTROL
 SK0689
 SK0689.No superseded survey control is available for this station.
 SK0689
 SK0689_MARKER: DD = SURVEY DISK
 SK0689_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 SK0689_STAMPING: 13 CER 1967
 SK0689_MARK LOGO: USGS
 SK0689_MAGNETIC: I = MARKER IS A STEEL ROD
 SK0689_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 SK0689_ROD/PIPE-DEPTH: 4.6 meters
 SK0689
 SK0689  HISTORY     - Date     Condition        Report By
 SK0689  HISTORY     - 1967     MONUMENTED       USGS
 SK0689  HISTORY     - 20210720 MARK NOT FOUND   MNDT
 SK0689
 SK0689                          STATION DESCRIPTION
 SK0689
 SK0689'DESCRIBED BY US GEOLOGICAL SURVEY 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.
 SK0689
 SK0689                          STATION RECOVERY (2021)
 SK0689
 SK0689'RECOVERY NOTE BY MN DEPT OF TRANSP 2021 (TJD)
 SK0689'AFTER A THOROUGH FIELD SEARCH MARK WAS NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 SK0688 ***********************************************************************
 SK0688  DESIGNATION -  13 CER RM
 SK0688  PID         -  SK0688
 SK0688  STATE/COUNTY-  MN/CLEARWATER
 SK0688  COUNTRY     -  US
 SK0688  USGS QUAD   -  CLEARBROOK (2019)
 SK0688
 SK0688                         *CURRENT SURVEY CONTROL
 SK0688  ______________________________________________________________________
 SK0688* NAD 83(1986) POSITION- 47 41 16.     (N) 095 23 15.     (W)   SCALED
 SK0688* NAVD 88 ORTHO HEIGHT -   415.361 (meters)     1362.73  (feet) ADJUSTED
 SK0688  ______________________________________________________________________
 SK0688  GEOID HEIGHT    -        -27.619 (meters)                     GEOID18
 SK0688  DYNAMIC HEIGHT  -        415.418 (meters)     1362.92  (feet) COMP
 SK0688  MODELED GRAVITY -    980,736.2   (mgal)                       NAVD 88
 SK0688
 SK0688  VERT ORDER      -  SECOND    CLASS 0
 SK0688
 SK0688.The horizontal coordinates were scaled from a map and have
 SK0688.an estimated accuracy of +/- 6 seconds.
 SK0688
 SK0688.The orthometric height was determined by differential leveling and
 SK0688.adjusted by the NATIONAL GEODETIC SURVEY
 SK0688.in June 1991.
 SK0688
 SK0688.Significant digits in the geoid height do not necessarily reflect accuracy.
 SK0688.GEOID18 height accuracy estimate available here.
 SK0688
 SK0688.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUN208843(NAD 83)
 SK0688
 SK0688                          SUPERSEDED SURVEY CONTROL
 SK0688
 SK0688.No superseded survey control is available for this station.
 SK0688
 SK0688_MARKER: H = DRILL HOLE
 SK0688_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 SK0688_SP_SET: IN METAL CULVERT
 SK0688_STAMPING: 13 CER RM
 SK0688_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SK0688
 SK0688  HISTORY     - Date     Condition        Report By
 SK0688  HISTORY     - 1967     MONUMENTED       USGS
 SK0688
 SK0688                          STATION DESCRIPTION
 SK0688
 SK0688'DESCRIBED BY US GEOLOGICAL SURVEY 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 = MARCH 21, 2026 06:05:54 EDT
 SK0640 ***********************************************************************
 SK0640  HT_MOD      -  This is a Height Modernization Survey Station.
 SK0640  DESIGNATION -  13 CLC
 SK0640  PID         -  SK0640
 SK0640  STATE/COUNTY-  MN/POLK
 SK0640  COUNTRY     -  US
 SK0640  USGS QUAD   -  MCINTOSH (2019)
 SK0640
 SK0640                         *CURRENT SURVEY CONTROL
 SK0640  ______________________________________________________________________
 SK0640* NAD 83(2011) POSITION- 47 40 21.16414(N) 095 53 07.46854(W)   ADJUSTED
 SK0640* NAD 83(2011) ELLIP HT-   344.753 (meters)        (12/05/13)   ADJUSTED
 SK0640* NAD 83(2011) EPOCH   -  2010.00
 SK0640* NAVD 88 ORTHO HEIGHT -   372.00  (meters)     1220.5   (feet) GPS OBS
 SK0640  ______________________________________________________________________
 SK0640  NAVD 88 orthometric height was determined with geoid model    GEOID12A
 SK0640  GEOID HEIGHT    -        -27.245 (meters)                     GEOID12A
 SK0640  GEOID HEIGHT    -        -27.246 (meters)                     GEOID18
 SK0640  NAD 83(2011) X  -   -441,219.744 (meters)                     COMP
 SK0640  NAD 83(2011) Y  - -4,280,256.200 (meters)                     COMP
 SK0640  NAD 83(2011) Z  -  4,692,691.838 (meters)                     COMP
 SK0640  LAPLACE CORR    -         -2.66  (seconds)                    DEFLEC18
 SK0640
 SK0640  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 SK0640  Standards:
 SK0640         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 SK0640            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 SK0640  -------------------------------------------------------------------
 SK0640  NETWORK    1.07   0.74           0.50   0.34   0.38     -0.04874583
 SK0640  -------------------------------------------------------------------
 SK0640  Click here for local accuracies and other accuracy information.
 SK0640
 SK0640.The horizontal coordinates were established by GPS observations
 SK0640.and adjusted by the MN DEPT OF TRANSP in December 2013.
 SK0640
 SK0640.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 SK0640.been affixed to the stable North American tectonic plate. See 
 SK0640.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 SK0640
 SK0640.The horizontal coordinates are valid at the epoch date displayed above
 SK0640.which is a decimal equivalence of Year/Month/Day.
 SK0640
 SK0640.The orthometric height was determined by GPS observations and a
 SK0640.high-resolution geoid model using precise GPS observation and
 SK0640.processing techniques.
 SK0640
 SK0640.Significant digits in the geoid height do not necessarily reflect accuracy.
 SK0640.GEOID18 height accuracy estimate available here.
 SK0640
 SK0640.Click photographs - Photos may exist for this station.
 SK0640
 SK0640.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 SK0640
 SK0640.The Laplace correction was computed from DEFLEC18 derived deflections.
 SK0640
 SK0640.The ellipsoidal height was determined by GPS observations
 SK0640.and is referenced to NAD 83.
 SK0640
 SK0640. The following values were computed from the NAD 83(2011) position.
 SK0640
 SK0640;                    North         East     Units Scale Factor Converg.
 SK0640;SPC MN N     -   234,123.408   590,890.726   MT  0.99990684   -2 03 52.6
 SK0640;SPC MN N     -   768,119.88  1,938,613.99   sFT  0.99990684   -2 03 52.6
 SK0640;UTM  15      - 5,283,939.660   283,411.454   MT  1.00017650   -2 08 02.5
 SK0640
 SK0640!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SK0640!SPC MN N     -   0.99994597  x   0.99990684  =   0.99985281
 SK0640!UTM  15      -   0.99994597  x   1.00017650  =   1.00012246
 SK0640
 SK0640_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTN8341183939(NAD 83)
 SK0640
 SK0640                          SUPERSEDED SURVEY CONTROL
 SK0640
 SK0640  NAVD 88 (06/15/91)  371.983  (m)         1220.41   (f) ADJUSTED    3 0
 SK0640
 SK0640.Superseded values are not recommended for survey control.
 SK0640
 SK0640.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SK0640.See file dsdata.pdf to determine how the superseded data were derived.
 SK0640
 SK0640_MARKER: DD = SURVEY DISK
 SK0640_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 SK0640_STAMPING: 13 CLC 1967
 SK0640_MARK LOGO: USGS
 SK0640_PROJECTION: RECESSED 3 CENTIMETERS
 SK0640_MAGNETIC: I = MARKER IS A STEEL ROD
 SK0640_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 SK0640_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 SK0640+SATELLITE: SATELLITE OBSERVATIONS - June 15, 2020
 SK0640
 SK0640  HISTORY     - Date     Condition        Report By
 SK0640  HISTORY     - 19670401 MONUMENTED       USGS
 SK0640  HISTORY     - 20130116 GOOD             MNDT
 SK0640  HISTORY     - 20200615 GOOD             MNDT
 SK0640
 SK0640                          STATION DESCRIPTION
 SK0640
 SK0640'DESCRIBED BY US GEOLOGICAL SURVEY 1967 (CLC)
 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.
 SK0640
 SK0640                          STATION RECOVERY (2013)
 SK0640
 SK0640'RECOVERY NOTE BY MN DEPT OF TRANSP 2013 (MXS)
 SK0640'2.5 MILES NORTH OF MCINTOSH, 2.5 MILES NORTH ALONG COUNTY HIGHWAY 8
 SK0640'(NORTH STATE STREET) FROM THE JUNCTION OF COUNTY HIGHWAY 8 (NORTH
 SK0640'STATE STREET) AND NORTHEAST 1ST STREET IN MCINTOSH, 2.7 MILES NORTH OF
 SK0640'MCINTOSH ALONG COUNTY HIGHWAY 8, 92 FEET NORTH OF CEMETERY ENTRANCE
 SK0640'AND 109 FEET WEST OF COUNTY ROAD 8, 2 FEET WEST OF NORTHEAST CORNER OF
 SK0640'MCINTOSH BAPTIST CEMETERY, 1.0 FOOT EAST OF WITNESS POST.
 SK0640
 SK0640                          STATION RECOVERY (2020)
 SK0640
 SK0640'RECOVERY NOTE BY MN DEPT OF TRANSP 2020 (KMS)
 SK0640'2.5 MI (4.0 KM) NORTH OF MCINTOSH, 2.65 MI (4.26 KM) NORTH ALONG
 SK0640'COUNTY ROAD 8 FROM THE JUNCTION OF COUNTY HIGHWAY 8 AND TRUNK HIGHWAY
 SK0640'2 IN MCINTOSH, 2.7 MI (4.3 KM) NORTH OF MCINTOSH ALONG COUNTY HIGHWAY
 SK0640'8, 92.0 FT (28.0 M) NORTH OF A CEMETERY ENTRANCE AND 109.0 FT (33.2 M)
 SK0640'WEST OF COUNTY ROAD 8, 2.0 FT (0.6 M) WEST OF THE NORTHEAST CORNER OF
 SK0640'THE MCINTOSH BAPTIST CEMETERY, 1.0 FT (0.3 M) EAST OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 SK0641 ***********************************************************************
 SK0641  DESIGNATION -  13 CLC RM
 SK0641  PID         -  SK0641
 SK0641  STATE/COUNTY-  MN/POLK
 SK0641  COUNTRY     -  US
 SK0641  USGS QUAD   -  MCINTOSH (2019)
 SK0641
 SK0641                         *CURRENT SURVEY CONTROL
 SK0641  ______________________________________________________________________
 SK0641* NAD 83(1986) POSITION- 47 40 24.     (N) 095 53 04.     (W)   SCALED
 SK0641* NAVD 88 ORTHO HEIGHT -   369.446 (meters)     1212.09  (feet) ADJUSTED
 SK0641  ______________________________________________________________________
 SK0641  GEOID HEIGHT    -        -27.246 (meters)                     GEOID18
 SK0641  DYNAMIC HEIGHT  -        369.494 (meters)     1212.25  (feet) COMP
 SK0641  MODELED GRAVITY -    980,732.0   (mgal)                       NAVD 88
 SK0641
 SK0641  VERT ORDER      -  THIRD
 SK0641
 SK0641.The horizontal coordinates were scaled from a map and have
 SK0641.an estimated accuracy of +/- 6 seconds.
 SK0641
 SK0641.The orthometric height was determined by differential leveling and
 SK0641.adjusted by the NATIONAL GEODETIC SURVEY
 SK0641.in June 1991.
 SK0641
 SK0641.Significant digits in the geoid height do not necessarily reflect accuracy.
 SK0641.GEOID18 height accuracy estimate available here.
 SK0641
 SK0641.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTN834840(NAD 83)
 SK0641
 SK0641                          SUPERSEDED SURVEY CONTROL
 SK0641
 SK0641.No superseded survey control is available for this station.
 SK0641
 SK0641_MARKER: Q = CHISELED SQUARE
 SK0641_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 SK0641_SP_SET: CULVERT HEADWALL
 SK0641_MARK LOGO: USGS
 SK0641_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SK0641+STABILITY: SURFACE MOTION
 SK0641
 SK0641  HISTORY     - Date     Condition        Report By
 SK0641  HISTORY     - 1967     MONUMENTED       USGS
 SK0641
 SK0641                          STATION DESCRIPTION
 SK0641
 SK0641'DESCRIBED BY US GEOLOGICAL SURVEY 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 = MARCH 21, 2026 06:05:54 EDT
 DE6209 ***********************************************************************
 DE6209  DESIGNATION -  13 CWH
 DE6209  PID         -  DE6209
 DE6209  STATE/COUNTY-  MN/CASS
 DE6209  COUNTRY     -  US
 DE6209  USGS QUAD   -  BACKUS (2019)
 DE6209
 DE6209                         *CURRENT SURVEY CONTROL
 DE6209  ______________________________________________________________________
 DE6209* NAD 83(2011) POSITION- 46 47 54.00463(N) 094 33 35.99723(W)   ADJUSTED
 DE6209* NAD 83(2011) ELLIP HT-   386.268 (meters)        (03/13/20)   ADJUSTED
 DE6209* NAD 83(2011) EPOCH   -  2010.00
 DE6209* NAVD 88 ORTHO HEIGHT -   414.100 (meters)     1358.59  (feet) ADJUSTED
 DE6209  ______________________________________________________________________
 DE6209  GEOID HEIGHT    -        -27.823 (meters)                     GEOID18
 DE6209  NAD 83(2011) X  -   -347,771.708 (meters)                     COMP
 DE6209  NAD 83(2011) Y  - -4,360,474.987 (meters)                     COMP
 DE6209  NAD 83(2011) Z  -  4,626,727.873 (meters)                     COMP
 DE6209  LAPLACE CORR    -         -3.76  (seconds)                    DEFLEC18
 DE6209  DYNAMIC HEIGHT  -        414.116 (meters)     1358.65  (feet) COMP
 DE6209  MODELED GRAVITY -    980,640.6   (mgal)                       NAVD 88
 DE6209
 DE6209  VERT ORDER      -  SECOND    CLASS I
 DE6209
 DE6209  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DE6209  Standards:
 DE6209         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DE6209            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DE6209  -------------------------------------------------------------------
 DE6209  NETWORK    0.54   1.49           0.25   0.18   0.76     -0.05826452
 DE6209  -------------------------------------------------------------------
 DE6209  Click here for local accuracies and other accuracy information.
 DE6209
 DE6209.The horizontal coordinates were established by GPS observations
 DE6209.and adjusted by the MN DEPT OF TRANSP in March 2020.
 DE6209
 DE6209.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DE6209.been affixed to the stable North American tectonic plate. See 
 DE6209.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DE6209
 DE6209.The horizontal coordinates are valid at the epoch date displayed above
 DE6209.which is a decimal equivalence of Year/Month/Day.
 DE6209
 DE6209.The orthometric height was determined by differential leveling and
 DE6209.adjusted by the NATIONAL GEODETIC SURVEY
 DE6209.in February 2020.
 DE6209
 DE6209.Significant digits in the geoid height do not necessarily reflect accuracy.
 DE6209.GEOID18 height accuracy estimate available here.
 DE6209
 DE6209.Click photographs - Photos may exist for this station.
 DE6209
 DE6209.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DE6209
 DE6209.The Laplace correction was computed from DEFLEC18 derived deflections.
 DE6209
 DE6209.The ellipsoidal height was determined by GPS observations
 DE6209.and is referenced to NAD 83.
 DE6209
 DE6209.The dynamic height is computed by dividing the NAVD 88
 DE6209.geopotential number by the normal gravity value computed on the
 DE6209.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE6209.degrees latitude (g = 980.6199 gals.).
 DE6209
 DE6209.The modeled gravity was interpolated from observed gravity values.
 DE6209
 DE6209. The following values were computed from the NAD 83(2011) position.
 DE6209
 DE6209;                    North         East     Units Scale Factor Converg.
 DE6209;SPC MN C     -   299,928.302   776,335.265   MT  0.99995472   -0 13 27.3
 DE6209;SPC MN C     -   984,014.77  2,547,026.62   sFT  0.99995472   -0 13 27.3
 DE6209;UTM  15      - 5,183,935.654   380,955.554   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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUM8095583935(NAD 83)
 DE6209
 DE6209                          SUPERSEDED SURVEY CONTROL
 DE6209
 DE6209  NAD 83(2011)-  46 47 54.00591(N)    094 33 35.99665(W) AD(2010.00) 0
 DE6209  ELLIP H (06/27/12)  386.223  (m)                       GP(2010.00)    
 DE6209  NAD 83(2007)-  46 47 54.00587(N)    094 33 35.99738(W) AD(2002.00) 0
 DE6209  ELLIP H (02/10/07)  386.257  (m)                       GP(2002.00)    
 DE6209  NAD 83(1996)-  46 47 54.00556(N)    094 33 35.99732(W) AD(       ) 1
 DE6209  ELLIP H (09/24/02)  386.280  (m)                       GP(       ) 4 1
 DE6209  NAVD 88 (08/26/19)  414.107  (m)         1358.62   (f) SUPERSEDED  2 1
 DE6209  NAVD 88 (05/02/18)  414.108  (m)         1358.62   (f) SUPERSEDED  2 1
 DE6209  NAVD 88             414.05   (m)         1358.4    (f) LEVELING    3  
 DE6209  NAVD 88 (08/05/02)  414.047  (m)         1358.42   (f) SUPERSEDED  2 1
 DE6209
 DE6209.Superseded values are not recommended for survey control.
 DE6209
 DE6209.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE6209.See file dsdata.pdf to determine how the superseded data were derived.
 DE6209
 DE6209_MARKER: DD = SURVEY 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 - May 10, 2023
 DE6209
 DE6209  HISTORY     - Date     Condition        Report By
 DE6209  HISTORY     - 1969     MONUMENTED       USGS
 DE6209  HISTORY     - 19980825 GOOD             MNDT
 DE6209  HISTORY     - 19980901 GOOD             MNDT
 DE6209  HISTORY     - 20140819 GOOD             MNDT
 DE6209  HISTORY     - 20170823 GOOD             MNDT
 DE6209  HISTORY     - 20230510 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.
 DE6209
 DE6209                          STATION RECOVERY (2014)
 DE6209
 DE6209'RECOVERY NOTE BY MN DEPT OF TRANSP 2014 (KMS)
 DE6209'RECOVERED AS DESCRIBED.
 DE6209
 DE6209                          STATION RECOVERY (2017)
 DE6209
 DE6209'RECOVERY NOTE BY MN DEPT OF TRANSP 2017 (DJH)
 DE6209'RECOVERED AS DESCRIBED.
 DE6209
 DE6209                          STATION RECOVERY (2023)
 DE6209
 DE6209'RECOVERY NOTE BY MN DEPT OF TRANSP 2023 (TJD)
 DE6209'4.5 MI (7.2 KM) WEST AND SOUTH ALONG TRUNK HIGHWAY 87 FROM THE
 DE6209'JUNCTION OF TRUNK HIGHWAY 87 AND TRUNK HIGHWAY 371 IN BACKUS, AT TRUNK
 DE6209'HIGHWAY 87 MILE POINT 71.70, 29.6 FT (9.0 M) NORTH OF TRUNK HIGHWAY
 DE6209'87, 67.5 FT (20.6 M) EAST OF DRIVEWAY NUMBERS 5636, 05640 AND 05634,
 DE6209'3.0 FT (0.9 M) WEST OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DH3888 ***********************************************************************
 DH3888  DESIGNATION -  13 DWB
 DH3888  PID         -  DH3888
 DH3888  STATE/COUNTY-  MN/COTTONWOOD
 DH3888  COUNTRY     -  US
 DH3888  USGS QUAD   -  WILDER (2019)
 DH3888
 DH3888                         *CURRENT SURVEY CONTROL
 DH3888  ______________________________________________________________________
 DH3888* NAD 83(2011) POSITION- 43 51 44.33414(N) 095 14 25.30373(W)   ADJUSTED
 DH3888* NAD 83(2011) ELLIP HT-   419.077 (meters)        (06/27/12)   ADJUSTED
 DH3888* NAD 83(2011) EPOCH   -  2010.00
 DH3888* NAVD 88 ORTHO HEIGHT -   446.253 (meters)     1464.08  (feet) ADJUSTED
 DH3888  ______________________________________________________________________
 DH3888  GEOID HEIGHT    -        -27.174 (meters)                     GEOID18
 DH3888  NAD 83(2011) X  -   -420,720.751 (meters)                     COMP
 DH3888  NAD 83(2011) Y  - -4,587,139.058 (meters)                     COMP
 DH3888  NAD 83(2011) Z  -  4,397,364.568 (meters)                     COMP
 DH3888  LAPLACE CORR    -         -2.76  (seconds)                    DEFLEC18
 DH3888  DYNAMIC HEIGHT  -        446.154 (meters)     1463.76  (feet) COMP
 DH3888  MODELED GRAVITY -    980,384.2   (mgal)                       NAVD 88
 DH3888
 DH3888  VERT ORDER      -  SECOND    CLASS I
 DH3888
 DH3888  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DH3888  Standards:
 DH3888         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DH3888            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DH3888  -------------------------------------------------------------------
 DH3888  NETWORK    0.65   0.84           0.29   0.23   0.43      0.11037471
 DH3888  -------------------------------------------------------------------
 DH3888  Click here for local accuracies and other accuracy information.
 DH3888
 DH3888.The horizontal coordinates were established by GPS observations
 DH3888.and adjusted by the National Geodetic Survey in June 2012.
 DH3888
 DH3888.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DH3888.been affixed to the stable North American tectonic plate. See 
 DH3888.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DH3888
 DH3888.The horizontal coordinates are valid at the epoch date displayed above
 DH3888.which is a decimal equivalence of Year/Month/Day.
 DH3888
 DH3888.The orthometric height was determined by differential leveling and
 DH3888.adjusted by the NATIONAL GEODETIC SURVEY
 DH3888.in October 2013.
 DH3888
 DH3888.Significant digits in the geoid height do not necessarily reflect accuracy.
 DH3888.GEOID18 height accuracy estimate available here.
 DH3888
 DH3888.Click photographs - Photos may exist for this station.
 DH3888
 DH3888.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH3888
 DH3888.The Laplace correction was computed from DEFLEC18 derived deflections.
 DH3888
 DH3888.The ellipsoidal height was determined by GPS observations
 DH3888.and is referenced to NAD 83.
 DH3888
 DH3888.The dynamic height is computed by dividing the NAVD 88
 DH3888.geopotential number by the normal gravity value computed on the
 DH3888.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH3888.degrees latitude (g = 980.6199 gals.).
 DH3888
 DH3888.The modeled gravity was interpolated from observed gravity values.
 DH3888
 DH3888. The following values were computed from the NAD 83(2011) position.
 DH3888
 DH3888;                    North         East     Units Scale Factor Converg.
 DH3888;SPC MN S     -   196,570.666   700,290.941   MT  0.99998382   -0 52 09.9
 DH3888;SPC MN S     -   644,915.59  2,297,537.86   sFT  0.99998382   -0 52 09.9
 DH3888;UTM  15      - 4,859,020.302   319,964.209   MT  0.99999868   -1 33 10.2
 DH3888
 DH3888!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH3888!SPC MN S     -   0.99993429  x   0.99998382  =   0.99991811
 DH3888!UTM  15      -   0.99993429  x   0.99999868  =   0.99993297
 DH3888
 DH3888_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUJ1996459020(NAD 83)
 DH3888
 DH3888                          SUPERSEDED SURVEY CONTROL
 DH3888
 DH3888  NAD 83(2007)-  43 51 44.33399(N)    095 14 25.30451(W) AD(2002.00) 0
 DH3888  ELLIP H (02/10/07)  419.105  (m)                       GP(2002.00)    
 DH3888  NAD 83(1996)-  43 51 44.33330(N)    095 14 25.30366(W) AD(       ) 1
 DH3888  ELLIP H (05/30/05)  419.141  (m)                       GP(       ) 3 2
 DH3888  NAVD 88 (05/30/05)  446.3    (m)  GEOID03  model used  GPS OBS        
 DH3888
 DH3888.Superseded values are not recommended for survey control.
 DH3888
 DH3888.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH3888.See file dsdata.pdf to determine how the superseded data were derived.
 DH3888
 DH3888_MARKER: DD = SURVEY DISK
 DH3888_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH3888_STAMPING: 1464 13 DWB 1967
 DH3888_MARK LOGO: USGS
 DH3888_PROJECTION: FLUSH
 DH3888_MAGNETIC: R = STEEL ROD IMBEDDED IN 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 - September 06, 2023
 DH3888
 DH3888  HISTORY     - Date     Condition        Report By
 DH3888  HISTORY     - 19670601 MONUMENTED       USGS
 DH3888  HISTORY     - 20030521 GOOD             MNDT
 DH3888  HISTORY     - 20110518 GOOD             MNDT
 DH3888  HISTORY     - 20210427 GOOD             MNDT
 DH3888  HISTORY     - 20230906 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.
 DH3888
 DH3888                          STATION RECOVERY (2011)
 DH3888
 DH3888'RECOVERY NOTE BY MN DEPT OF TRANSP 2011 (KMS)
 DH3888'RECOVERED IN GOOD CONDITION.
 DH3888
 DH3888                          STATION RECOVERY (2021)
 DH3888
 DH3888'RECOVERY NOTE BY MN DEPT OF TRANSP 2021 (KMS)
 DH3888'RECOVERED IN GOOD CONDITION.
 DH3888
 DH3888                          STATION RECOVERY (2023)
 DH3888
 DH3888'RECOVERY NOTE BY MN DEPT OF TRANSP 2023 (TJD)
 DH3888'6.2 MI (10.0 KM) WEST OF WINDOM, 6.25 MI (10.06 KM) WEST ALONG TRUNK
 DH3888'HIGHWAY 62 FROM THE JUNCTION OF TRUNK HIGHWAY 62 AND TRUNK HIGHWAY
 DH3888'71/TRUNK HIGHWAY 60 IN WINDOM, AT MILE POINT 17.7, 73.4 FT (22.4 M)
 DH3888'SOUTH OF TRUNK HIGHWAY 62, 61.6 FT (18.8 M) EAST OF 42ND AVENUE, 30.8
 DH3888'FT (9.4 M) EAST OF A CABLE PEDESTAL, 2.0 FT (0.6 M) WEST OF A WITNESS
 DH3888'POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DL2323 ***********************************************************************
 DL2323  DESIGNATION -  13 HEH
 DL2323  PID         -  DL2323
 DL2323  STATE/COUNTY-  MN/ROSEAU
 DL2323  COUNTRY     -  US
 DL2323  USGS QUAD   -  BADGER (2019)
 DL2323
 DL2323                         *CURRENT SURVEY CONTROL
 DL2323  ______________________________________________________________________
 DL2323* NAD 83(2011) POSITION- 48 51 46.28117(N) 096 04 10.42742(W)   ADJUSTED
 DL2323* NAD 83(2011) ELLIP HT-   287.422 (meters)        (06/27/12)   ADJUSTED
 DL2323* NAD 83(2011) EPOCH   -  2010.00
 DL2323* NAVD 88 ORTHO HEIGHT -   315.1   (meters)     1034.    (feet) GPS OBS
 DL2323  ______________________________________________________________________
 DL2323  NAVD 88 orthometric height was determined with geoid model    GEOID03
 DL2323  GEOID HEIGHT    -        -27.641 (meters)                     GEOID03
 DL2323  GEOID HEIGHT    -        -27.701 (meters)                     GEOID18
 DL2323  NAD 83(2011) X  -   -444,526.435 (meters)                     COMP
 DL2323  NAD 83(2011) Y  - -4,180,555.306 (meters)                     COMP
 DL2323  NAD 83(2011) Z  -  4,780,755.513 (meters)                     COMP
 DL2323  LAPLACE CORR    -         -2.70  (seconds)                    DEFLEC18
 DL2323
 DL2323  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DL2323  Standards:
 DL2323         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DL2323            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DL2323  -------------------------------------------------------------------
 DL2323  NETWORK    0.52   0.45           0.23   0.19   0.23      0.06013145
 DL2323  -------------------------------------------------------------------
 DL2323  Click here for local accuracies and other accuracy information.
 DL2323
 DL2323.The horizontal coordinates were established by GPS observations
 DL2323.and adjusted by the National Geodetic Survey in June 2012.
 DL2323
 DL2323.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DL2323.been affixed to the stable North American tectonic plate. See 
 DL2323.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DL2323
 DL2323.The horizontal coordinates are valid at the epoch date displayed above
 DL2323.which is a decimal equivalence of Year/Month/Day.
 DL2323
 DL2323.The orthometric height was determined by GPS observations and a
 DL2323.high-resolution geoid model.
 DL2323
 DL2323.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL2323.GEOID18 height accuracy estimate available here.
 DL2323
 DL2323.Click photographs - Photos may exist for this station.
 DL2323
 DL2323.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DL2323
 DL2323.The Laplace correction was computed from DEFLEC18 derived deflections.
 DL2323
 DL2323.The ellipsoidal height was determined by GPS observations
 DL2323.and is referenced to NAD 83.
 DL2323
 DL2323. The following values were computed from the NAD 83(2011) position.
 DL2323
 DL2323;                    North         East     Units Scale Factor Converg.
 DL2323;SPC MN N     -   366,890.864   582,155.387   MT  1.00006421   -2 12 04.0
 DL2323;SPC MN N     - 1,203,707.78  1,909,954.80   sFT  1.00006421   -2 12 04.0
 DL2323;UTM  14      - 5,416,351.231   714,914.896   MT  1.00016747   +2 12 28.3
 DL2323;UTM  15      - 5,416,753.912   274,883.015   MT  1.00022263   -2 18 46.0
 DL2323
 DL2323!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DL2323!SPC MN N     -   0.99995496  x   1.00006421  =   1.00001917
 DL2323!UTM  14      -   0.99995496  x   1.00016747  =   1.00012242
 DL2323!UTM  15      -   0.99995496  x   1.00022263  =   1.00017758
 DL2323
 DL2323_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UQV1491416351(NAD 83)
 DL2323
 DL2323                          SUPERSEDED SURVEY CONTROL
 DL2323
 DL2323  NAD 83(2007)-  48 51 46.28117(N)    096 04 10.42829(W) AD(2002.00) 1
 DL2323  ELLIP H (04/01/09)  287.459  (m)                       GP(2002.00) 4 1
 DL2323
 DL2323.Superseded values are not recommended for survey control.
 DL2323
 DL2323.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL2323.See file dsdata.pdf to determine how the superseded data were derived.
 DL2323
 DL2323_MARKER: DD = SURVEY DISK
 DL2323_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL2323_STAMPING: 1032 13 HEH 1966
 DL2323_MARK LOGO: USGS
 DL2323_PROJECTION: PROJECTING 13 CENTIMETERS
 DL2323_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DL2323_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DL2323+STABILITY: SURFACE MOTION
 DL2323_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL2323+SATELLITE: SATELLITE OBSERVATIONS - October 11, 2021
 DL2323
 DL2323  HISTORY     - Date     Condition        Report By
 DL2323  HISTORY     - 1966     MONUMENTED       USGS
 DL2323  HISTORY     - 20091001 GOOD             MNDT
 DL2323  HISTORY     - 20211011 GOOD             MNDT
 DL2323
 DL2323                          STATION DESCRIPTION
 DL2323
 DL2323'DESCRIBED BY MN DEPT OF TRANSP 2009 (DKH)
 DL2323'THE MARK WAS RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.
 DL2323'THE MARK IS 5.5 MILES NORTH AND 2.5 MILES WEST OF BADGER, 4.8 MILES
 DL2323'NORTH ALONG COUNTY ROAD 3 FROM THE JUNCTION OF COUNTY ROAD 3 AND TRUNK
 DL2323'HIGHWAY 11 AT MILEPOINT 58.7 (EAST OF BADGER), THENCE 2.8 MILES WEST
 DL2323'ALONG COUNTY ROAD 16 (370TH STREET), 75 FEET NORTH OF ROAD, 387 FEET
 DL2323'WEST OF DRIVE NORTH, 2.0 FEET SOUTH AND 9.0 FEET EAST OF POWER POLE.
 DL2323
 DL2323                          STATION RECOVERY (2021)
 DL2323
 DL2323'RECOVERY NOTE BY MN DEPT OF TRANSP 2021 (KMS)
 DL2323'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 OO0722 ***********************************************************************
 OO0722  DESIGNATION -  13 KED
 OO0722  PID         -  OO0722
 OO0722  STATE/COUNTY-  MN/BLUE EARTH
 OO0722  COUNTRY     -  US
 OO0722  USGS QUAD   -  SAINT CLAIR (2019)
 OO0722
 OO0722                         *CURRENT SURVEY CONTROL
 OO0722  ______________________________________________________________________
 OO0722* NAD 83(2011) POSITION- 44 00 00.23567(N) 093 46 09.26409(W)   ADJUSTED
 OO0722* NAD 83(2011) ELLIP HT-   289.095 (meters)        (06/27/12)   ADJUSTED
 OO0722* NAD 83(2011) EPOCH   -  2010.00
 OO0722* NAVD 88 ORTHO HEIGHT -   318.029 (meters)     1043.40  (feet) ADJUSTED
 OO0722  ______________________________________________________________________
 OO0722  GEOID HEIGHT    -        -28.929 (meters)                     GEOID18
 OO0722  NAD 83(2011) X  -   -302,111.721 (meters)                     COMP
 OO0722  NAD 83(2011) Y  - -4,585,738.367 (meters)                     COMP
 OO0722  NAD 83(2011) Z  -  4,408,297.667 (meters)                     COMP
 OO0722  LAPLACE CORR    -         -3.33  (seconds)                    DEFLEC18
 OO0722  DYNAMIC HEIGHT  -        317.964 (meters)     1043.19  (feet) COMP
 OO0722  MODELED GRAVITY -    980,406.5   (mgal)                       NAVD 88
 OO0722
 OO0722  VERT ORDER      -  SECOND    CLASS I
 OO0722
 OO0722  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 OO0722  Standards:
 OO0722         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 OO0722            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 OO0722  -------------------------------------------------------------------
 OO0722  NETWORK    0.29   0.53           0.13   0.10   0.27     -0.02481243
 OO0722  -------------------------------------------------------------------
 OO0722  Click here for local accuracies and other accuracy information.
 OO0722
 OO0722.The horizontal coordinates were established by GPS observations
 OO0722.and adjusted by the National Geodetic Survey in June 2012.
 OO0722
 OO0722.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 OO0722.been affixed to the stable North American tectonic plate. See 
 OO0722.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 OO0722
 OO0722.The horizontal coordinates are valid at the epoch date displayed above
 OO0722.which is a decimal equivalence of Year/Month/Day.
 OO0722
 OO0722.The orthometric height was determined by differential leveling and
 OO0722.adjusted by the NATIONAL GEODETIC SURVEY
 OO0722.in May 2019.
 OO0722
 OO0722.Significant digits in the geoid height do not necessarily reflect accuracy.
 OO0722.GEOID18 height accuracy estimate available here.
 OO0722
 OO0722.Click photographs - Photos may exist for this station.
 OO0722
 OO0722.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 OO0722
 OO0722.The Laplace correction was computed from DEFLEC18 derived deflections.
 OO0722
 OO0722.The ellipsoidal height was determined by GPS observations
 OO0722.and is referenced to NAD 83.
 OO0722
 OO0722.The dynamic height is computed by dividing the NAVD 88
 OO0722.geopotential number by the normal gravity value computed on the
 OO0722.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OO0722.degrees latitude (g = 980.6199 gals.).
 OO0722
 OO0722.The modeled gravity was interpolated from observed gravity values.
 OO0722
 OO0722. The following values were computed from the NAD 83(2011) position.
 OO0722
 OO0722;                    North         East     Units Scale Factor Converg.
 OO0722;SPC MN S     -   211,145.421   818,507.596   MT  0.99996009   +0 09 42.3
 OO0722;SPC MN S     -   692,732.94  2,685,387.00   sFT  0.99996009   +0 09 42.3
 OO0722;UTM  15      - 4,872,167.713   438,326.865   MT  0.99964678   -0 32 03.8
 OO0722
 OO0722!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OO0722!SPC MN S     -   0.99995467  x   0.99996009  =   0.99991476
 OO0722!UTM  15      -   0.99995467  x   0.99964678  =   0.99960147
 OO0722
 OO0722_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVJ3832672167(NAD 83)
 OO0722
 OO0722                          SUPERSEDED SURVEY CONTROL
 OO0722
 OO0722  NAD 83(2007)-  44 00 00.23566(N)    093 46 09.26485(W) AD(2002.00) 0
 OO0722  ELLIP H (02/10/07)  289.120  (m)                       GP(2002.00)    
 OO0722  NAD 83(1996)-  44 00 00.23505(N)    093 46 09.26404(W) AD(       ) 1
 OO0722  ELLIP H (05/18/04)  289.165  (m)                       GP(       ) 3 1
 OO0722  NAVD 88             318.02   (m)         1043.4    (f) LEVELING    3  
 OO0722  NAVD 88 (06/15/91)  318.019  (m)         1043.37   (f) SUPERSEDED  2 1
 OO0722
 OO0722.Superseded values are not recommended for survey control.
 OO0722
 OO0722.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OO0722.See file dsdata.pdf to determine how the superseded data were derived.
 OO0722
 OO0722_MARKER: DD = SURVEY DISK
 OO0722_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 OO0722_STAMPING: 13 KED 1966
 OO0722_MARK LOGO: USGS
 OO0722_PROJECTION: FLUSH
 OO0722_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 OO0722_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OO0722_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OO0722+SATELLITE: SATELLITE OBSERVATIONS - May 21, 2024
 OO0722
 OO0722  HISTORY     - Date     Condition        Report By
 OO0722  HISTORY     - 19660401 MONUMENTED       USGS
 OO0722  HISTORY     - 1979     GOOD             MNDT
 OO0722  HISTORY     - 20030807 GOOD             MNDT
 OO0722  HISTORY     - 20040608 GOOD             MNDT
 OO0722  HISTORY     - 20071107 GOOD             DUCKS
 OO0722  HISTORY     - 20160420 GOOD             MNDT
 OO0722  HISTORY     - 20180731 GOOD             MNDT
 OO0722  HISTORY     - 20191009 GOOD             MNDT
 OO0722  HISTORY     - 20220831 GOOD             MNDT
 OO0722  HISTORY     - 20240521 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
 OO0722
 OO0722                          STATION RECOVERY (2007)
 OO0722
 OO0722'RECOVERY NOTE BY DUCKS UNLIMITED 2007 (GLJ)
 OO0722'RECOVERED IN GOOD CONDITION.
 OO0722
 OO0722                          STATION RECOVERY (2016)
 OO0722
 OO0722'RECOVERY NOTE BY MN DEPT OF TRANSP 2016 (KMS)
 OO0722'RECOVERED AS DESCRIBED.
 OO0722
 OO0722                          STATION RECOVERY (2018)
 OO0722
 OO0722'RECOVERY NOTE BY MN DEPT OF TRANSP 2018 (KMS)
 OO0722'1.0 MI (1.6 KM) SOUTHEAST OF PEMBERTON, 1.0 MI (1.6 KM) SOUTHEAST
 OO0722'ALONG TRUNK HIGHWAY 83 FROM THE JUNCTION OF TRUNK HIGHWAY 83 AND
 OO0722'COUNTY ROAD 53 IN PEMBERTON, AT TRUNK HIGHWAY 83 MILE POINT 8.70, 71.4
 OO0722'FT (21.8 M) NORTHEAST OF TRUNK HIGHWAY 83, 1.0 FT (0.3 M) SOUTHWEST OF
 OO0722'A WITNESS POST.
 OO0722
 OO0722                          STATION RECOVERY (2019)
 OO0722
 OO0722'RECOVERY NOTE BY MN DEPT OF TRANSP 2019 (MPP)
 OO0722'RECOVERED IN GOOD CONDITION.
 OO0722
 OO0722                          STATION RECOVERY (2022)
 OO0722
 OO0722'RECOVERY NOTE BY MN DEPT OF TRANSP 2022 (KMS)
 OO0722'RECOVERED IN GOOD CONDITION.
 OO0722
 OO0722                          STATION RECOVERY (2024)
 OO0722
 OO0722'RECOVERY NOTE BY MN DEPT OF TRANSP 2024 (GXG)
 OO0722'THE MARK IS LOCATED ABOUT 1.0 MI (1.6 KM) SOUTHEAST OF PEMBERTON, 1.0
 OO0722'MI (1.6 KM) SOUTHEAST ALONG TRUNK HIGHWAY 83 FROM THE JUNCTION OF
 OO0722'TRUNK HIGHWAY 83 AND COUNTY ROAD 53 IN PEMBERTON, AT TRUNK HIGHWAY 83
 OO0722'MILE POINT 8.70, 71.4 FT (21.8 M) NORTHEAST OF TRUNK HIGHWAY 83, 1.0
 OO0722'FT (0.3 M) SOUTHWEST OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DO8552 ***********************************************************************
 DO8552  HT_MOD      -  This is a Height Modernization Survey Station.
 DO8552  DESIGNATION -  13 KEE
 DO8552  PID         -  DO8552
 DO8552  STATE/COUNTY-  MN/RED LAKE
 DO8552  COUNTRY     -  US
 DO8552  USGS QUAD   -  PLUMMER (2019)
 DO8552
 DO8552                         *CURRENT SURVEY CONTROL
 DO8552  ______________________________________________________________________
 DO8552* NAD 83(2011) POSITION- 47 55 39.12292(N) 096 00 36.86182(W)   ADJUSTED
 DO8552* NAD 83(2011) ELLIP HT-   316.757 (meters)        (07/09/13)   ADJUSTED
 DO8552* NAD 83(2011) EPOCH   -  2010.00
 DO8552* NAVD 88 ORTHO HEIGHT -   343.99  (meters)     1128.6   (feet) GPS OBS
 DO8552  ______________________________________________________________________
 DO8552  NAVD 88 orthometric height was determined with geoid model    GEOID12A
 DO8552  GEOID HEIGHT    -        -27.205 (meters)                     GEOID12A
 DO8552  GEOID HEIGHT    -        -27.235 (meters)                     GEOID18
 DO8552  NAD 83(2011) X  -   -448,342.969 (meters)                     COMP
 DO8552  NAD 83(2011) Y  - -4,258,377.663 (meters)                     COMP
 DO8552  NAD 83(2011) Z  -  4,711,716.186 (meters)                     COMP
 DO8552  LAPLACE CORR    -         -1.64  (seconds)                    DEFLEC18
 DO8552
 DO8552  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DO8552  Standards:
 DO8552         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DO8552            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DO8552  -------------------------------------------------------------------
 DO8552  NETWORK    1.03   1.22           0.48   0.33   0.62      0.10160223
 DO8552  -------------------------------------------------------------------
 DO8552  Click here for local accuracies and other accuracy information.
 DO8552
 DO8552.The horizontal coordinates were established by GPS observations
 DO8552.and adjusted by the MN DEPT OF TRANSP in July 2013.
 DO8552
 DO8552.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DO8552.been affixed to the stable North American tectonic plate. See 
 DO8552.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DO8552
 DO8552.The horizontal coordinates are valid at the epoch date displayed above
 DO8552.which is a decimal equivalence of Year/Month/Day.
 DO8552
 DO8552.The orthometric height was determined by GPS observations and a
 DO8552.high-resolution geoid model using precise GPS observation and
 DO8552.processing techniques.
 DO8552
 DO8552.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO8552.GEOID18 height accuracy estimate available here.
 DO8552
 DO8552.Click photographs - Photos may exist for this station.
 DO8552
 DO8552.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DO8552
 DO8552.The Laplace correction was computed from DEFLEC18 derived deflections.
 DO8552
 DO8552.The ellipsoidal height was determined by GPS observations
 DO8552.and is referenced to NAD 83.
 DO8552
 DO8552. The following values were computed from the NAD 83(2011) position.
 DO8552
 DO8552;                    North         East     Units Scale Factor Converg.
 DO8552;SPC MN N     -   262,797.115   582,590.612   MT  0.99990411   -2 09 25.7
 DO8552;SPC MN N     -   862,193.53  1,911,382.70   sFT  0.99990411   -2 09 25.7
 DO8552;UTM  14      - 5,312,572.994   723,324.602   MT  1.00021288   +2 13 12.7
 DO8552;UTM  15      - 5,312,632.497   275,145.847   MT  1.00022131   -2 14 07.5
 DO8552
 DO8552!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DO8552!SPC MN N     -   0.99995036  x   0.99990411  =   0.99985447
 DO8552!UTM  14      -   0.99995036  x   1.00021288  =   1.00016323
 DO8552!UTM  15      -   0.99995036  x   1.00022131  =   1.00017166
 DO8552
 DO8552_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQU2332412572(NAD 83)
 DO8552
 DO8552                          SUPERSEDED SURVEY CONTROL
 DO8552
 DO8552.No superseded survey control is available for this station.
 DO8552
 DO8552_MARKER: DD = SURVEY DISK
 DO8552_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DO8552_STAMPING: 13 KEE 1963
 DO8552_MARK LOGO: USGS
 DO8552_PROJECTION: FLUSH
 DO8552_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DO8552_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DO8552+STABILITY: SURFACE MOTION
 DO8552_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DO8552+SATELLITE: SATELLITE OBSERVATIONS - October 20, 2021
 DO8552
 DO8552  HISTORY     - Date     Condition        Report By
 DO8552  HISTORY     - 19630401 MONUMENTED       USGS
 DO8552  HISTORY     - 20120920 GOOD             MNDT
 DO8552  HISTORY     - 20211020 GOOD             MNDT
 DO8552
 DO8552                          STATION DESCRIPTION
 DO8552
 DO8552'DESCRIBED BY MN DEPT OF TRANSP 2012 (WAS)
 DO8552'1.85 MILES NORTHEAST OF PLUMMER, 1.05 MILES NORTH-NORTHWEST ALONG
 DO8552'TRUNK HIGHWAY 59 FROM JUNCTION OF TRUNK HIGHWAY 59 AND COUNTY ROAD 1
 DO8552'IN PLUMMER, TO TRUNK HIGHWAY 59 MILEPOINT 341.95, THEN 1.95 MILES
 DO8552'EAST, NORTH AND EAST ALONG COUNTY ROAD 126, 36.0 FEET SOUTH OF 165TH
 DO8552'STREET SOUTHEAST, 22.0 FEET WEST OF 220TH AVENUE SOUTHEAST EXTENDED,
 DO8552'22.0 FEET WEST OF FIELD ENTRANCE SOUTH, 2.2 FEET EAST OF WITNESS POST.
 DO8552
 DO8552                          STATION RECOVERY (2021)
 DO8552
 DO8552'RECOVERY NOTE BY MN DEPT OF TRANSP 2021 (DAS)
 DO8552'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DP6775 ***********************************************************************
 DP6775  DESIGNATION -  13 LMT
 DP6775  PID         -  DP6775
 DP6775  STATE/COUNTY-  MN/FILLMORE
 DP6775  COUNTRY     -  US
 DP6775  USGS QUAD   -  WYKOFF (2019)
 DP6775
 DP6775                         *CURRENT SURVEY CONTROL
 DP6775  ______________________________________________________________________
 DP6775* NAD 83(1986) POSITION- 43 37 50.3    (N) 092 21 43.7    (W)   HD_HELD2
 DP6775* NAVD 88 ORTHO HEIGHT -   401.824 (meters)     1318.32  (feet) ADJUSTED
 DP6775  ______________________________________________________________________
 DP6775  GEOID HEIGHT    -        -30.152 (meters)                     GEOID18
 DP6775  DYNAMIC HEIGHT  -        401.725 (meters)     1317.99  (feet) COMP
 DP6775  MODELED GRAVITY -    980,361.5   (mgal)                       NAVD 88
 DP6775
 DP6775  VERT ORDER      -  SECOND    CLASS I
 DP6775
 DP6775.The horizontal coordinates were established by autonomous hand held GPS
 DP6775.observations and have an estimated accuracy of +/- 10 meters.
 DP6775
 DP6775.The orthometric height was determined by differential leveling and
 DP6775.adjusted by the NATIONAL GEODETIC SURVEY
 DP6775.in June 2015.
 DP6775
 DP6775.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP6775.GEOID18 height accuracy estimate available here.
 DP6775
 DP6775.Click photographs - Photos may exist for this station.
 DP6775
 DP6775.The dynamic height is computed by dividing the NAVD 88
 DP6775.geopotential number by the normal gravity value computed on the
 DP6775.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP6775.degrees latitude (g = 980.6199 gals.).
 DP6775
 DP6775.The modeled gravity was interpolated from observed gravity values.
 DP6775
 DP6775;                    North         East    Units  Estimated Accuracy
 DP6775;SPC MN S     -   171,397.      932,175.      MT  (+/- 10 meters HH2 GPS)
 DP6775
 DP6775_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWJ5145631047(NAD 83)
 DP6775
 DP6775                          SUPERSEDED SURVEY CONTROL
 DP6775
 DP6775.No superseded survey control is available for this station.
 DP6775
 DP6775_MARKER: DB = BENCH MARK DISK
 DP6775_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DP6775_STAMPING: 1318 13 LMT 1963
 DP6775_MARK LOGO: USGS
 DP6775_PROJECTION: PROJECTING 8 CENTIMETERS
 DP6775_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 DP6775_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DP6775+STABILITY: SURFACE MOTION
 DP6775_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP6775+SATELLITE: SATELLITE OBSERVATIONS - July 01, 2024
 DP6775
 DP6775  HISTORY     - Date     Condition        Report By
 DP6775  HISTORY     - 19630401 MONUMENTED       USGS
 DP6775  HISTORY     - 20130417 GOOD             MNDT
 DP6775  HISTORY     - 20240701 GOOD             MNDT
 DP6775
 DP6775                          STATION DESCRIPTION
 DP6775
 DP6775'DESCRIBED BY MN DEPT OF TRANSP 2013 (KMS)
 DP6775'THE STATION IS LOCATED ABOUT 4.7 MI (7.6 KM) NORTHWEST OF CHERRY
 DP6775'GROVE, 4.1 MI (6.6 KM) SOUTH-SOUTHEAST OF SPRING VALLEY AND 3.5 MI
 DP6775'(5.6 KM) EAST-NORTHEAST OF OSTRANDER.
 DP6775'
 DP6775'4.2 MILES SOUTHEAST OF SPRING VALLEY, 3.0 MI (4.8 KM) SOUTH ALONG
 DP6775'TRUNK HIGHWAY 63 FROM THE JUNCTION OF TRUNK HIGHWAY 63 AND SAMPLE ROAD
 DP6775'IN SPRING VALLEY, THEN 1.4 MI (2.3 KM) EAST ALONG TOWNSHIP 433.
 DP6775'
 DP6775'IT IS 135.0 FT (41.1 M) SOUTHWEST ALONG TOWNSHIP ROAD 441, INCH (1120
 DP6775'CM) SOUTHEAST QUADRANT OF TOWNSHIP ROAD JUNCTION, 133.0 FT (40.5 M)
 DP6775'SOUTH OF TOWNSHIP ROAD 433, 94.0 FT (28.7 M) SOUTH OF A FENCE CORNER,
 DP6775'50.0 FT (15.2 M) EAST OF TOWNSHIP ROAD 441, 2.2 FT (0.7 M) EAST OF A
 DP6775'WITNESS POST.
 DP6775
 DP6775                          STATION RECOVERY (2024)
 DP6775
 DP6775'RECOVERY NOTE BY MN DEPT OF TRANSP 2024 (BTB)
 DP6775'4.2 MI (6.8 KM) SOUTHEAST OF SPRING VALLEY, 3.0 MI (4.8 KM) SOUTH
 DP6775'ALONG TRUNK HIGHWAY 63 FROM THE JUNCTION OF TRUNK HIGHWAY 63 AND
 DP6775'SAMPLE ROAD IN SPRING VALLEY, THEN 1.4 MI (2.3 KM) EAST ALONG TOWNSHIP
 DP6775'433, 135.0 FT (41.1 M) SOUTHWEST ALONG TOWNSHIP ROAD 441, IN THE
 DP6775'SOUTHEAST QUADRANT OF A TOWNSHIP ROAD JUNCTION, 133.0 FT (40.5 M)
 DP6775'SOUTH OF TOWNSHIP ROAD 433, 94.0 FT (28.7 M) SOUTH OF A FENCE CORNER,
 DP6775'50.0 FT (15.2 M) EAST OF TOWNSHIP ROAD 441, 2.2 FT (0.7 M) EAST OF A
 DP6775'WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DQ2850 ***********************************************************************
 DQ2850  DESIGNATION -  13 LNB
 DQ2850  PID         -  DQ2850
 DQ2850  STATE/COUNTY-  MN/DOUGLAS
 DQ2850  COUNTRY     -  US
 DQ2850  USGS QUAD   -  LAKE MILTONA EAST (2019)
 DQ2850
 DQ2850                         *CURRENT SURVEY CONTROL
 DQ2850  ______________________________________________________________________
 DQ2850* NAD 83(1986) POSITION- 46 00 31.5    (N) 095 20 00.3    (W)   HD_HELD2
 DQ2850* NAVD 88 ORTHO HEIGHT -   430.308 (meters)     1411.77  (feet) ADJUSTED
 DQ2850  ______________________________________________________________________
 DQ2850  GEOID HEIGHT    -        -26.299 (meters)                     GEOID18
 DQ2850  DYNAMIC HEIGHT  -        430.306 (meters)     1411.76  (feet) COMP
 DQ2850  MODELED GRAVITY -    980,598.4   (mgal)                       NAVD 88
 DQ2850
 DQ2850  VERT ORDER      -  SECOND    CLASS I
 DQ2850
 DQ2850.The horizontal coordinates were established by autonomous hand held GPS
 DQ2850.observations and have an estimated accuracy of +/- 10 meters.
 DQ2850
 DQ2850.The orthometric height was determined by differential leveling and
 DQ2850.adjusted by the NATIONAL GEODETIC SURVEY
 DQ2850.in February 2018.
 DQ2850
 DQ2850.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ2850.GEOID18 height accuracy estimate available here.
 DQ2850
 DQ2850.Click photographs - Photos may exist for this station.
 DQ2850
 DQ2850.The dynamic height is computed by dividing the NAVD 88
 DQ2850.geopotential number by the normal gravity value computed on the
 DQ2850.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ2850.degrees latitude (g = 980.6199 gals.).
 DQ2850
 DQ2850.The modeled gravity was interpolated from observed gravity values.
 DQ2850
 DQ2850;                    North         East    Units  Estimated Accuracy
 DQ2850;SPC MN C     -   212,692.      716,096.      MT  (+/- 10 meters HH2 GPS)
 DQ2850
 DQ2850_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUL1934897666(NAD 83)
 DQ2850
 DQ2850                          SUPERSEDED SURVEY CONTROL
 DQ2850
 DQ2850.No superseded survey control is available for this station.
 DQ2850
 DQ2850_MARKER: DD = SURVEY DISK
 DQ2850_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DQ2850_STAMPING: 13 LNB 1967
 DQ2850_MARK LOGO: USGS
 DQ2850_PROJECTION: RECESSED 5 CENTIMETERS
 DQ2850_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DQ2850_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DQ2850+STABILITY: SURFACE MOTION
 DQ2850_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DQ2850+SATELLITE: SATELLITE OBSERVATIONS - September 23, 2015
 DQ2850
 DQ2850  HISTORY     - Date     Condition        Report By
 DQ2850  HISTORY     - 19670401 MONUMENTED       USGS
 DQ2850  HISTORY     - 20150923 GOOD             MNDT
 DQ2850
 DQ2850                          STATION DESCRIPTION
 DQ2850
 DQ2850'DESCRIBED BY MN DEPT OF TRANSP 2015 (KMS)
 DQ2850'THE MARK IS LOCATED ABOUT 3.2 MI (5.1 KM) NORTHWEST OF CARLOS.
 DQ2850'
 DQ2850'TO REACH THE MARK GO 2.25 MI (3.62 KM) NORTH ALONG TRUNK HIGHWAY 29
 DQ2850'FROM THE JUNCTION OF TRUNK HIGHWAY 29 AND COUNTY ROAD 13 AND COUNTY
 DQ2850'ROAD 42, (JUNCTION IS 1.0 MI (1.6 KM) WEST OF CARLOS), THEN 1.05 MI
 DQ2850'(1.69 KM) WEST AND SOUTH ON BUCKSKIN ROAD NORTHEAST.
 DQ2850'
 DQ2850'THE MARK IS LOCATED 56.0 FT (17.1 M) WEST OF BUCKSKIN ROAD NORTHEAST,
 DQ2850'80.6 FT (24.6 M) NORTH OF DRIVEWAY NUMBER 2651, 39.0 FT (11.9 M)
 DQ2850'NORTHWEST OF CABLE POLE NUMBER 8004-1, 1.4 FT (0.4 M) SOUTH OF A
 DQ2850'WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DQ2886 ***********************************************************************
 DQ2886  DESIGNATION -  13 RB
 DQ2886  PID         -  DQ2886
 DQ2886  STATE/COUNTY-  MN/POPE
 DQ2886  COUNTRY     -  US
 DQ2886  USGS QUAD   -  LAKE SIMON (2019)
 DQ2886
 DQ2886                         *CURRENT SURVEY CONTROL
 DQ2886  ______________________________________________________________________
 DQ2886* NAD 83(1986) POSITION- 45 29 57.04   (N) 095 21 28.03   (W)   HD_HELD1
 DQ2886* NAVD 88 ORTHO HEIGHT -   391.730 (meters)     1285.20  (feet) ADJUSTED
 DQ2886  ______________________________________________________________________
 DQ2886  GEOID HEIGHT    -        -26.251 (meters)                     GEOID18
 DQ2886  DYNAMIC HEIGHT  -        391.716 (meters)     1285.15  (feet) COMP
 DQ2886  MODELED GRAVITY -    980,567.5   (mgal)                       NAVD 88
 DQ2886
 DQ2886  VERT ORDER      -  SECOND    CLASS I
 DQ2886
 DQ2886.The horizontal coordinates were determined by differentially corrected
 DQ2886.hand held GPS observations or other comparable positioning techniques
 DQ2886.and have an estimated accuracy of +/- 3 meters.
 DQ2886
 DQ2886.The orthometric height was determined by differential leveling and
 DQ2886.adjusted by the NATIONAL GEODETIC SURVEY
 DQ2886.in February 2018.
 DQ2886
 DQ2886.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ2886.GEOID18 height accuracy estimate available here.
 DQ2886
 DQ2886.Click photographs - Photos may exist for this station.
 DQ2886
 DQ2886.The dynamic height is computed by dividing the NAVD 88
 DQ2886.geopotential number by the normal gravity value computed on the
 DQ2886.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ2886.degrees latitude (g = 980.6199 gals.).
 DQ2886
 DQ2886.The modeled gravity was interpolated from observed gravity values.
 DQ2886
 DQ2886;                    North         East    Units  Estimated Accuracy
 DQ2886;SPC MN C     -   156,088.2     713,416.8     MT  (+/- 3 meters HH1 GPS) 
 DQ2886
 DQ2886_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUL1579141109(NAD 83)
 DQ2886
 DQ2886                          SUPERSEDED SURVEY CONTROL
 DQ2886
 DQ2886.No superseded survey control is available for this station.
 DQ2886
 DQ2886_MARKER: DD = SURVEY DISK
 DQ2886_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DQ2886_STAMPING: 13 RB 1966
 DQ2886_MARK LOGO: USGS
 DQ2886_PROJECTION: PROJECTING 3 CENTIMETERS
 DQ2886_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DQ2886_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DQ2886+STABILITY: SURFACE MOTION
 DQ2886_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DQ2886+SATELLITE: SATELLITE OBSERVATIONS - September 29, 2015
 DQ2886
 DQ2886  HISTORY     - Date     Condition        Report By
 DQ2886  HISTORY     - 19660401 MONUMENTED       USGS
 DQ2886  HISTORY     - 20150929 GOOD             MNDT
 DQ2886
 DQ2886                          STATION DESCRIPTION
 DQ2886
 DQ2886'DESCRIBED BY MN DEPT OF TRANSP 2015 (KMS)
 DQ2886'THE MARK IS LOCATED ABOUT 2.0 MI (3.2 KM) WEST-SOUTHWEST OF TERRACE.
 DQ2886'
 DQ2886'TO REACH THE MARK GO 2.0 MI (3.2 KM) NORTHWEST AND WEST ALONG TRUNK
 DQ2886'HIGHWAY 104  FROM THE JUNCTION OF TRUNK HIGHWAY 104 AND COUNTY ROAD 21
 DQ2886'IN TERRACE, TO TRUNK HIGHWAY 104 MILEPOST 30.00, THEN 1.0 MI (1.6 KM)
 DQ2886'SOUTH ON LAKE LINKA LANE.
 DQ2886'
 DQ2886'THE MARK IS LOCATED 53.0 FT (16.2 M) WEST OF LAKE LINKA LANE, 50.0 FT
 DQ2886'(15.2 M) NORTH OF 280TH STREET, 2.7 FT (0.8 M) SOUTH OF POWER POLE,
 DQ2886'0.6 FT (18 CM) SOUTH OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DF8301 ***********************************************************************
 DF8301  HT_MOD      -  This is a Height Modernization Survey Station.
 DF8301  DESIGNATION -  13 RC
 DF8301  PID         -  DF8301
 DF8301  STATE/COUNTY-  MN/HOUSTON
 DF8301  COUNTRY     -  US
 DF8301  USGS QUAD   -  MOUND PRAIRIE (2019)
 DF8301
 DF8301                         *CURRENT SURVEY CONTROL
 DF8301  ______________________________________________________________________
 DF8301* NAD 83(2011) POSITION- 43 50 48.03947(N) 091 29 30.34064(W)   ADJUSTED
 DF8301* NAD 83(2011) ELLIP HT-   356.370 (meters)        (06/27/12)   ADJUSTED
 DF8301* NAD 83(2011) EPOCH   -  2010.00
 DF8301* NAVD 88 ORTHO HEIGHT -   387.32  (meters)     1270.7   (feet) GPS OBS
 DF8301  ______________________________________________________________________
 DF8301  NAVD 88 orthometric height was determined with geoid model    GEOID03
 DF8301  GEOID HEIGHT    -        -30.854 (meters)                     GEOID03
 DF8301  GEOID HEIGHT    -        -30.947 (meters)                     GEOID18
 DF8301  NAD 83(2011) X  -   -119,949.318 (meters)                     COMP
 DF8301  NAD 83(2011) Y  - -4,605,989.396 (meters)                     COMP
 DF8301  NAD 83(2011) Z  -  4,396,068.160 (meters)                     COMP
 DF8301  LAPLACE CORR    -         -7.16  (seconds)                    DEFLEC18
 DF8301
 DF8301  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DF8301  Standards:
 DF8301         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DF8301            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DF8301  -------------------------------------------------------------------
 DF8301  NETWORK    0.49   0.80           0.23   0.16   0.41     -0.01656215
 DF8301  -------------------------------------------------------------------
 DF8301  Click here for local accuracies and other accuracy information.
 DF8301
 DF8301.The horizontal coordinates were established by GPS observations
 DF8301.and adjusted by the National Geodetic Survey in June 2012.
 DF8301
 DF8301.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DF8301.been affixed to the stable North American tectonic plate. See 
 DF8301.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DF8301
 DF8301.The horizontal coordinates are valid at the epoch date displayed above
 DF8301.which is a decimal equivalence of Year/Month/Day.
 DF8301
 DF8301.The orthometric height was determined by GPS observations and a
 DF8301.high-resolution geoid model using precise GPS observation and
 DF8301.processing techniques.
 DF8301
 DF8301.Significant digits in the geoid height do not necessarily reflect accuracy.
 DF8301.GEOID18 height accuracy estimate available here.
 DF8301
 DF8301.Click photographs - Photos may exist for this station.
 DF8301
 DF8301.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DF8301
 DF8301.The Laplace correction was computed from DEFLEC18 derived deflections.
 DF8301
 DF8301.The ellipsoidal height was determined by GPS observations
 DF8301.and is referenced to NAD 83.
 DF8301
 DF8301. The following values were computed from the NAD 83(2011) position.
 DF8301
 DF8301;                    North         East     Units Scale Factor Converg.
 DF8301;SPC MN S     -   197,170.877 1,001,659.323   MT  0.99998688   +1 45 29.1
 DF8301;SPC MN S     -   646,884.79  3,286,277.30   sFT  0.99998688   +1 45 29.1
 DF8301;UTM  15      - 4,855,949.383   621,233.244   MT  0.99978077   +1 02 41.7
 DF8301
 DF8301!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF8301!SPC MN S     -   0.99994412  x   0.99998688  =   0.99993100
 DF8301!UTM  15      -   0.99994412  x   0.99978077  =   0.99972490
 DF8301
 DF8301_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXJ2123355949(NAD 83)
 DF8301
 DF8301                          SUPERSEDED SURVEY CONTROL
 DF8301
 DF8301  NAD 83(2007)-  43 50 48.03962(N)    091 29 30.34146(W) AD(2002.00) 0
 DF8301  ELLIP H (02/10/07)  356.373  (m)                       GP(2002.00)    
 DF8301  NAD 83(1996)-  43 50 48.03925(N)    091 29 30.34068(W) AD(       ) 1
 DF8301  ELLIP H (10/06/03)  356.427  (m)                       GP(       ) 3 2
 DF8301  NAVD 88 (10/06/03)  387.3    (m)  GEOID99  model used  GPS OBS        
 DF8301
 DF8301.Superseded values are not recommended for survey control.
 DF8301
 DF8301.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF8301.See file dsdata.pdf to determine how the superseded data were derived.
 DF8301
 DF8301_MARKER: DB = BENCH MARK DISK
 DF8301_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF8301_STAMPING: 13 RC 1955 1271
 DF8301_MARK LOGO: USGS
 DF8301_PROJECTION: PROJECTING 8 CENTIMETERS
 DF8301_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 DF8301_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DF8301+STABILITY: SURFACE MOTION
 DF8301_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DF8301+SATELLITE: SATELLITE OBSERVATIONS - September 03, 2024
 DF8301
 DF8301  HISTORY     - Date     Condition        Report By
 DF8301  HISTORY     - 1955     MONUMENTED       USGS
 DF8301  HISTORY     - 20010401 GOOD             MNDT
 DF8301  HISTORY     - 20080305 GOOD             MNDT
 DF8301  HISTORY     - 20240903 GOOD             MNDT
 DF8301
 DF8301                          STATION DESCRIPTION
 DF8301
 DF8301'DESCRIBED BY MN DEPT OF TRANSP 2001 (WAS)
 DF8301'THE MARK WAS RECOVERED IN GOOD CONDITION AS DESCRIBED 2.2 MI SOUTH AND
 DF8301'0.75 MI WEST OF NEW HARTFORD, NEAR CO LINE, 180 FT SO UTH AND   52 FT
 DF8301'WEST OF STONE AT SEC COR, 99 FT NORTH OF FIELD DRIVE N E, 36 FT EAST
 DF8301'OF    SOUTH RIDGE ROAD, 225 FT SOUTH OF CO RD
 DF8301
 DF8301                          STATION RECOVERY (2008)
 DF8301
 DF8301'RECOVERY NOTE BY MN DEPT OF TRANSP 2008 (PJG)
 DF8301'THE MARK WAS RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.
 DF8301'THE MARK IS 2.5 MILES SOUTHWEST OF NEW HARTFORD, 5.5 MILES EAST ALONG
 DF8301'TRUNK HIGHWAY 16 FROM THE JUNCTION OF TRUNK HIGHWAY 76 IN HOUSTON,
 DF8301'THEN 4.7 MILES NORTH ALONG COUNTY ROAD 25, THEN 2.8 MILES NORTHWEST
 DF8301'ALONG SOUTH RIDGE ROAD, NEAR COUNTY LINE, 180 FEET SOUTH AND 52 FEET
 DF8301'WEST OF STONE AT SECTION CORNER, 99 FEET NORTH OF FIELD DRIVE
 DF8301'NORTHEAST, 36 FEET EAST OF SOUTH RIDGE ROAD, 225 FEET SOUTH OF COUNTY
 DF8301'ROAD, 0.5 FOOT SOUTH OF WITNESS POST. TNESS POST.
 DF8301
 DF8301                          STATION RECOVERY (2024)
 DF8301
 DF8301'RECOVERY NOTE BY MN DEPT OF TRANSP 2024 (RMJ)
 DF8301'2.5 MI (4.0 KM) SOUTHWEST OF NEW HARTFORD, 5.5 MI (8.8 KM) EAST ALONG
 DF8301'TRUNK HIGHWAY 16 FROM THE JUNCTION OF TRUNK HIGHWAY 76 IN HOUSTON,
 DF8301'THEN 4.7 MI (7.6 KM) NORTH ALONG COUNTY ROAD 25, THEN 2.8 MI (4.5 KM)
 DF8301'NORTHWEST ALONG SOUTH RIDGE ROAD, NEAR THE COUNTY LINE, 180.0 FT (54.9
 DF8301'M) SOUTH AND 52.0 FT (15.8 M) WEST OF A STONE AT THE SECTION CORNER,
 DF8301'99.0 FT (30.2 M) NORTH OF A FIELD DRIVE NORTHEAST, 36.0 FT (11.0 M)
 DF8301'EAST OF SOUTH RIDGE ROAD, 225.0 FT (68.6 M) SOUTH OF A COUNTY ROAD,
 DF8301'0.5 FT (15 CM) SOUTH OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DF7594 ***********************************************************************
 DF7594  DESIGNATION -  13 ROD
 DF7594  PID         -  DF7594
 DF7594  STATE/COUNTY-  MN/BELTRAMI
 DF7594  COUNTRY     -  US
 DF7594  USGS QUAD   -  ERIE NE (2019)
 DF7594
 DF7594                         *CURRENT SURVEY CONTROL
 DF7594  ______________________________________________________________________
 DF7594* NAD 83(1986) POSITION- 48 10 22.9    (N) 095 34 37.6    (W)   HD_HELD2
 DF7594* NAVD 88 ORTHO HEIGHT -   361.203 (meters)     1185.05  (feet) ADJUSTED
 DF7594  ______________________________________________________________________
 DF7594  GEOID HEIGHT    -        -27.386 (meters)                     GEOID18
 DF7594  DYNAMIC HEIGHT  -        361.279 (meters)     1185.30  (feet) COMP
 DF7594  MODELED GRAVITY -    980,811.8   (mgal)                       NAVD 88
 DF7594
 DF7594  VERT ORDER      -  SECOND    CLASS I
 DF7594
 DF7594.The horizontal coordinates were established by autonomous hand held GPS
 DF7594.observations and have an estimated accuracy of +/- 10 meters.
 DF7594
 DF7594.The orthometric height was determined by differential leveling and
 DF7594.adjusted by the NATIONAL GEODETIC SURVEY
 DF7594.in October 2007.
 DF7594
 DF7594.Significant digits in the geoid height do not necessarily reflect accuracy.
 DF7594.GEOID18 height accuracy estimate available here.
 DF7594
 DF7594.Click photographs - Photos may exist for this station.
 DF7594
 DF7594.The dynamic height is computed by dividing the NAVD 88
 DF7594.geopotential number by the normal gravity value computed on the
 DF7594.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DF7594.degrees latitude (g = 980.6199 gals.).
 DF7594
 DF7594.The modeled gravity was interpolated from observed gravity values.
 DF7594
 DF7594;                    North         East    Units  Estimated Accuracy
 DF7594;SPC MN N     -   288,950.      615,810.      MT  (+/- 10 meters HH2 GPS)
 DF7594
 DF7594_U.S. NATIONAL GRID SPATIAL ADDRESS: 15UUP0840938743(NAD 83)
 DF7594
 DF7594                          SUPERSEDED SURVEY CONTROL
 DF7594
 DF7594  NAVD 88 (04/16/04)  361.212  (m)         1185.08   (f) SUPERSEDED  2 1
 DF7594
 DF7594.Superseded values are not recommended for survey control.
 DF7594
 DF7594.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF7594.See file dsdata.pdf to determine how the superseded data were derived.
 DF7594
 DF7594_MARKER: DB = BENCH MARK DISK
 DF7594_SETTING: 56 = COPPER-CLAD ROD IN SLEEVE (10 FT.+)
 DF7594_STAMPING: 13 ROD 1972
 DF7594_MARK LOGO: USGS
 DF7594_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DF7594_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DF7594_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DF7594+SATELLITE: SATELLITE OBSERVATIONS - October 23, 2001
 DF7594
 DF7594  HISTORY     - Date     Condition        Report By
 DF7594  HISTORY     - 1972     MONUMENTED       USGS
 DF7594  HISTORY     - 20011023 GOOD             MNDT
 DF7594
 DF7594                          STATION DESCRIPTION
 DF7594
 DF7594'DESCRIBED BY MN DEPT OF TRANSP 2001 (WAS)
 DF7594'THE MARK WAS RECOVERED IN GOOD CONDITION.  THE MARK IS 8.5 MI (13.7
 DF7594'KM) SOUTH AND 2 MI (3.2 KM) EAST OF GRYGLA, 65 FT (19.8 M) NORTH AND 5
 DF7594'FT (1.5 M) EAST OF RD AT TRAIL WNW, 1.0 FT (0.3 M) EAST OF WIT SIGN.
 DF7594'DISK IS A UNITED STATES DEPARTMENT OF INTERIOR GEOLOGICAL SURVEY DISK
 DF7594'FLUSH WITH GROUND. NOTE--ROD DEPTH AND SLEEVE DEPTH ARE UNKNOWN.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 SK0257 ***********************************************************************
 SK0257  DESIGNATION -  13 WGW
 SK0257  PID         -  SK0257
 SK0257  STATE/COUNTY-  MN/HUBBARD
 SK0257  COUNTRY     -  US
 SK0257  USGS QUAD   -  LAPORTE (2019)
 SK0257
 SK0257                         *CURRENT SURVEY CONTROL
 SK0257  ______________________________________________________________________
 SK0257* NAD 83(1986) POSITION- 47 12 34.70   (N) 094 51 56.98   (W)   HD_HELD1
 SK0257* NAVD 88 ORTHO HEIGHT -   468.962 (meters)     1538.59  (feet) ADJUSTED
 SK0257  ______________________________________________________________________
 SK0257  GEOID HEIGHT    -        -27.663 (meters)                     GEOID18
 SK0257  DYNAMIC HEIGHT  -        469.007 (meters)     1538.73  (feet) COMP
 SK0257  MODELED GRAVITY -    980,694.4   (mgal)                       NAVD 88
 SK0257
 SK0257  VERT ORDER      -  SECOND    CLASS 0
 SK0257
 SK0257.The horizontal coordinates were determined by differentially corrected
 SK0257.hand held GPS observations or other comparable positioning techniques
 SK0257.and have an estimated accuracy of +/- 3 meters.
 SK0257
 SK0257.The orthometric height was determined by differential leveling and
 SK0257.adjusted by the NATIONAL GEODETIC SURVEY
 SK0257.in June 1991.
 SK0257
 SK0257.Significant digits in the geoid height do not necessarily reflect accuracy.
 SK0257.GEOID18 height accuracy estimate available here.
 SK0257
 SK0257.Click photographs - Photos may exist for this station.
 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     -   345,788.1     753,344.8     MT  (+/- 3 meters HH1 GPS) 
 SK0257
 SK0257_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUN5870730149(NAD 83)
 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
 SK0257.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SK0257.See file dsdata.pdf to determine how the superseded data were derived.
 SK0257
 SK0257_MARKER: DD = SURVEY DISK
 SK0257_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 SK0257_STAMPING: 13 WGW 1972
 SK0257_MARK LOGO: USGS
 SK0257_PROJECTION: PROJECTING 8 CENTIMETERS
 SK0257_MAGNETIC: I = MARKER IS A STEEL ROD
 SK0257_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 SK0257_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 SK0257+SATELLITE: SATELLITE OBSERVATIONS - July 13, 2021
 SK0257
 SK0257  HISTORY     - Date     Condition        Report By
 SK0257  HISTORY     - 1972     MONUMENTED       USGS
 SK0257  HISTORY     - 20210713 GOOD             MNDT
 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.
 SK0257
 SK0257                          STATION RECOVERY (2021)
 SK0257
 SK0257'RECOVERY NOTE BY MN DEPT OF TRANSP 2021 (TJD)
 SK0257'6.1 MI (9.8 KM) EAST OF LAKE GEORGE, 4.1 MI (6.6 KM) EAST ALONG TRUNK
 SK0257'HIGHWAY 71 FROM THE JUNCTION OF TRUNK HIGHWAY 71 AND COUNTY ROAD 4 IN
 SK0257'LAKE GEORGE, THEN 2.1 MI (3.4 KM) EAST ON COUNTY ROAD 92, 0.55 MI
 SK0257'(0.88 KM) EAST OF A FIRE TOWER ENTRANCE, 37.0 FT (11.3 M) NORTH OF
 SK0257'COUNTY ROAD 92, OPPOSITE A TRAIL SOUTH, 0.7 FT (21 CM) SOUTH OF A
 SK0257'WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 PP0076 ***********************************************************************
 PP0076  DESIGNATION -  130 BOLT
 PP0076  PID         -  PP0076
 PP0076  STATE/COUNTY-  MN/WABASHA
 PP0076  COUNTRY     -  US
 PP0076  USGS QUAD   -  PEPIN (2018)
 PP0076
 PP0076                         *CURRENT SURVEY CONTROL
 PP0076  ______________________________________________________________________
 PP0076* NAD 83(1986) POSITION- 44 25 38.     (N) 092 14 40.     (W)   SCALED
 PP0076* NAVD 88 ORTHO HEIGHT -   210.814 (meters)      691.65  (feet) ADJUSTED
 PP0076  ______________________________________________________________________
 PP0076  GEOID HEIGHT    -        -30.294 (meters)                     GEOID18
 PP0076  DYNAMIC HEIGHT  -        210.783 (meters)      691.54  (feet) COMP
 PP0076  MODELED GRAVITY -    980,470.4   (mgal)                       NAVD 88
 PP0076
 PP0076  VERT ORDER      -  FIRST     CLASS I
 PP0076
 PP0076.The horizontal coordinates were scaled from a map and have
 PP0076.an estimated accuracy of +/- 6 seconds.
 PP0076
 PP0076.The orthometric height was determined by differential leveling and
 PP0076.adjusted by the NATIONAL GEODETIC SURVEY
 PP0076.in June 1991.
 PP0076
 PP0076.Significant digits in the geoid height do not necessarily reflect accuracy.
 PP0076.GEOID18 height accuracy estimate available here.
 PP0076
 PP0076.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWK601196(NAD 83)
 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
 PP0076.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PP0076.See file dsdata.pdf to determine how the superseded data were derived.
 PP0076
 PP0076_MARKER: B = BOLT
 PP0076_SETTING: 21 = SET IN CONCRETE IN A CLAY TILE PIPE
 PP0076_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PP0076
 PP0076  HISTORY     - Date     Condition        Report By
 PP0076  HISTORY     - 1895     MONUMENTED       MRC
 PP0076  HISTORY     - 1970     GOOD             NGS
 PP0076
 PP0076                          STATION DESCRIPTION
 PP0076
 PP0076'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 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, T111N, R12W.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 QO0156 ***********************************************************************
 QO0156  DESIGNATION -  1301 B
 QO0156  PID         -  QO0156
 QO0156  STATE/COUNTY-  MN/CHISAGO
 QO0156  COUNTRY     -  US
 QO0156  USGS QUAD   -  FOREST LAKE (2019)
 QO0156
 QO0156                         *CURRENT SURVEY CONTROL
 QO0156  ______________________________________________________________________
 QO0156* NAD 83(1986) POSITION- 45 22 27.49   (N) 092 53 11.23   (W)   HD_HELD1
 QO0156* NAVD 88 ORTHO HEIGHT -   280.365 (meters)      919.83  (feet) ADJUSTED
 QO0156  ______________________________________________________________________
 QO0156  GEOID HEIGHT    -        -27.634 (meters)                     GEOID18
 QO0156  DYNAMIC HEIGHT  -        280.365 (meters)      919.83  (feet) COMP
 QO0156  MODELED GRAVITY -    980,607.9   (mgal)                       NAVD 88
 QO0156
 QO0156  VERT ORDER      -  SECOND    CLASS I
 QO0156
 QO0156.The horizontal coordinates were determined by differentially corrected
 QO0156.hand held GPS observations or other comparable positioning techniques
 QO0156.and have an estimated accuracy of +/- 3 meters.
 QO0156
 QO0156.The orthometric height was determined by differential leveling and
 QO0156.adjusted by the NATIONAL GEODETIC SURVEY
 QO0156.in June 1991.
 QO0156
 QO0156.Significant digits in the geoid height do not necessarily reflect accuracy.
 QO0156.GEOID18 height accuracy estimate available here.
 QO0156
 QO0156.Click photographs - Photos may exist for this station.
 QO0156
 QO0156.The dynamic height is computed by dividing the NAVD 88
 QO0156.geopotential number by the normal gravity value computed on the
 QO0156.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QO0156.degrees latitude (g = 980.6199 gals.).
 QO0156
 QO0156.The modeled gravity was interpolated from observed gravity values.
 QO0156
 QO0156;                    North         East    Units  Estimated Accuracy
 QO0156;SPC MN C     -   142,522.8     906,810.4     MT  (+/- 3 meters HH1 GPS) 
 QO0156
 QO0156_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWL0889024538(NAD 83)
 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
 QO0156.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QO0156.See file dsdata.pdf to determine how the superseded data were derived.
 QO0156
 QO0156_MARKER: DV = VERTICAL CONTROL DISK
 QO0156_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 QO0156_STAMPING: 1301 B 1975
 QO0156_MARK LOGO: MNHD
 QO0156_PROJECTION: FLUSH
 QO0156_MAGNETIC: I = MARKER IS A STEEL ROD
 QO0156_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QO0156_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 QO0156+SATELLITE: SATELLITE OBSERVATIONS - October 07, 2014
 QO0156_ROD/PIPE-DEPTH: 4.9 meters
 QO0156
 QO0156  HISTORY     - Date     Condition        Report By
 QO0156  HISTORY     - 1975     MONUMENTED       MNHD
 QO0156  HISTORY     - 20070618 GOOD             MNDT
 QO0156  HISTORY     - 20141007 GOOD             MNDT
 QO0156
 QO0156                          STATION DESCRIPTION
 QO0156
 QO0156'DESCRIBED BY MN HIGHWAY DEPT 1975
 QO0156'IN CHISAGO CITY.
 QO0156'THE MARK IS LOCATED IN CHISAGO CITY, 0.2 MILES NORTHEAST ALONG T.H. 8
 QO0156'FROM THE JUNCTION OF T.H. 8 AND COUNTY ROADS 77 (NORTH) 24 (SOUTH) AT
 QO0156'THE CITY MUNICIPAL BUILDING.  IT IS 156.6 FEET SOUTH OF, AND LEVEL
 QO0156'WITH THE CENTERLINE OF T.H. 8 AT MILEPOINT 9.1, 54 FEET WEST OF THE
 QO0156'CENTER OF EAST STREET AND 0.8 FEET NORTH OF THE NORTHEAST CORNER OF A
 QO0156'1 STORY CONCRETE BLOCK BUILDING.  IT IS A VERTICAL CONTROL MONUMENT
 QO0156'DISK CRIMPED TO 16 FEET OF COPPER-CLAD STEEL ROD SET FLUSH WITH THE
 QO0156'GROUND.  SE 1/4 SECTION 6, T 33N, R 20W.
 QO0156
 QO0156                          STATION RECOVERY (2007)
 QO0156
 QO0156'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (BLB)
 QO0156'AT CHISAGO CITY, 0.2 MILES NORTHEAST ALONG TRUNK HIGHWAY 8 FROM THE
 QO0156'JUNCTION OF TRUNK HIGHWAY 8 AND COUNTY ROAD 77 (NORTH) AND COUNTY ROAD
 QO0156'24 (SOUTH), AT TRUNK HIGHWAY 8 MILEPOINT 9.1, 156.6 FEET SOUTH OF
 QO0156'TRUNK HIGHWAY 8, 54 FEET WEST OF EAST STREET, 30.4 FEET WEST OF
 QO0156'NORTHEAST CORNER OF FIRE DEPARTMENT BUILDING, 1 FOOT WEST OF RETAINJNG
 QO0156'WALL.
 QO0156
 QO0156                          STATION RECOVERY (2014)
 QO0156
 QO0156'RECOVERY NOTE BY MN DEPT OF TRANSP 2014 (KMS)
 QO0156'RECOVERED IN GOOD CONDITION.
 QO0156'
 QO0156'NOTE-ADD-THE STATION IS LOCATED ABOUT 8.2 MI (13.2 KM) NORTHEAST OF
 QO0156'FOREST LAKE, 5.2 MI (8.4 KM) EAST-SOUTHEAST OF STACY AND 2.2 MI (3.5
 QO0156'KM) WEST-SOUTHWEST OF LINDSTROM.
 QO0156'
 QO0156'IN CHISAGO CITY, 0.2 MI (0.3 KM) NORTHEAST ALONG TRUNK HIGHWAY 8 FROM
 QO0156'THE JUNCTION OF TRUNK HIGHWAY 8 AND COUNTY ROAD 24 IN CHISAGO CITY, AT
 QO0156'TRUNK HIGHWAY 8 MILE POINT 9.1.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 QO0159 ***********************************************************************
 QO0159  DESIGNATION -  1301 D
 QO0159  PID         -  QO0159
 QO0159  STATE/COUNTY-  MN/CHISAGO
 QO0159  COUNTRY     -  US
 QO0159  USGS QUAD   -  LINDSTROM (2019)
 QO0159
 QO0159                         *CURRENT SURVEY CONTROL
 QO0159  ______________________________________________________________________
 QO0159* NAD 83(1986) POSITION- 45 23 24.     (N) 092 50 42.     (W)   SCALED
 QO0159* NAVD 88 ORTHO HEIGHT -   285.658 (meters)      937.20  (feet) ADJUSTED
 QO0159  ______________________________________________________________________
 QO0159  GEOID HEIGHT    -        -27.590 (meters)                     GEOID18
 QO0159  DYNAMIC HEIGHT  -        285.659 (meters)      937.20  (feet) COMP
 QO0159  MODELED GRAVITY -    980,613.7   (mgal)                       NAVD 88
 QO0159
 QO0159  VERT ORDER      -  SECOND    CLASS I
 QO0159
 QO0159.The horizontal coordinates were scaled from a map and have
 QO0159.an estimated accuracy of +/- 6 seconds.
 QO0159
 QO0159.The orthometric height was determined by differential leveling and
 QO0159.adjusted by the NATIONAL GEODETIC SURVEY
 QO0159.in June 1991.
 QO0159
 QO0159.Significant digits in the geoid height do not necessarily reflect accuracy.
 QO0159.GEOID18 height accuracy estimate available here.
 QO0159
 QO0159.Click photographs - Photos may exist for this station.
 QO0159
 QO0159.The dynamic height is computed by dividing the NAVD 88
 QO0159.geopotential number by the normal gravity value computed on the
 QO0159.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QO0159.degrees latitude (g = 980.6199 gals.).
 QO0159
 QO0159.The modeled gravity was interpolated from observed gravity values.
 QO0159
 QO0159;                    North         East    Units  Estimated Accuracy
 QO0159;SPC MN C     -   144,320.      910,030.      MT  (+/- 180 meters Scaled)
 QO0159
 QO0159_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWL121262(NAD 83)
 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
 QO0159.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QO0159.See file dsdata.pdf to determine how the superseded data were derived.
 QO0159
 QO0159_MARKER: DB = BENCH MARK DISK
 QO0159_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 QO0159_SP_SET: WATER TANK LEG FOOTING
 QO0159_STAMPING: 1301 D 1975
 QO0159_MARK LOGO: MNHD
 QO0159_MAGNETIC: N = NO MAGNETIC MATERIAL
 QO0159_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QO0159_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 QO0159+SATELLITE: SATELLITE OBSERVATIONS - October 07, 2014
 QO0159
 QO0159  HISTORY     - Date     Condition        Report By
 QO0159  HISTORY     - 19750401 MONUMENTED       MNHD
 QO0159  HISTORY     - 20070618 GOOD             MNDT
 QO0159  HISTORY     - 20141007 GOOD             MNDT
 QO0159
 QO0159                          STATION DESCRIPTION
 QO0159
 QO0159'DESCRIBED BY MN HIGHWAY DEPT 1975
 QO0159'IN LINDSTROM.
 QO0159'THE MARK IS LOCATED IN LINDSTROM 0.25 MILES WEST ALONG T.H. 8 FROM THE
 QO0159'JUNCTION OF T.H. 8 AND COUNTY ROAD 25 (SOUTH), 1/2 BLOCK NORTH OF T.H.
 QO0159'8 AT MILEPOINT 11.6 AND 1/2 BLOCK WEST OF COUNTY ROAD 20 (OAK STREET)
 QO0159'NORTH.  IT IS 93 FEET SOUTH OF THE CENTER OF FIRST STREET NORTH, 24.8
 QO0159'FEET NORTHEAST OF THE NORTHWEST CORNER OF A 1 STORY CONCRETE BLOCK
 QO0159'BUILDING (MUNICIPAL LIQUOR STORE) AND 10.5 FEET NORTH OF THE NORTH
 QO0159'WALL.  IT IS A BENCH MARK DISK CEMENTED IN THE SOUTH CORNER OF THE
 QO0159'CONCRETE BASE OF THE SOUTHEAST LEG OF THE LINDSTROM WATER TOWER LEVEL
 QO0159'WITH THE LAWN.  NE 1/4 SECTION 33, T 34, R 20W.
 QO0159
 QO0159                          STATION RECOVERY (2007)
 QO0159
 QO0159'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (JJB)
 QO0159'AT LINDSTROM, AT TRUNK HIGHWAY 8 MILEPOINT 11.6, 0.25 MILES WEST OF
 QO0159'COUNTY ROAD 25 SOUTH ALONG TRUNK HIGHWAY 8 FROM JUNCTION OF TRUNK
 QO0159'HIGHWAY 8 AND COUNTY ROAD 25, 0.5 BLOCK NORTH OF TRUNK HIGHWAY 8, 0.5
 QO0159'BLOCK WEST OF COUNTY ROAD 20 (OAK STREET), 93 FEET SOUTH OF FIRST
 QO0159'STREET NORTH, 24.8 FEET NORTHEAST OF NORTHWEST CORNER OF LIQUOR STORE,
 QO0159'10.5 FEET NORTH OF NORTH WALL, IN SOUTH CORNER OF SOUTHEAST LEG OF
 QO0159'WATER TOWER, GPS 400 FEET FROM WATER/NEW PAVING.
 QO0159
 QO0159                          STATION RECOVERY (2014)
 QO0159
 QO0159'RECOVERY NOTE BY MN DEPT OF TRANSP 2014 (MAS)
 QO0159'THE STATION IS LOCATED ABOUT 9.6 MI (15.4 KM) NORTH OF SCANDIA, 6.9 MI
 QO0159'(11.1 KM) EAST OF STACY AND IN THE TOWN OF LINDSTROM, MN.
 QO0159'
 QO0159'IN LINDSTROM, AT TRUNK HIGHWAY 8 MILE POINT 11.6, 0.05 MI (0.1 KM)
 QO0159'WEST ALONG TRUNK HIGHWAY 8  FROM THE JUNCTION OF TRUNK HIGHWAY 8 AND
 QO0159'COUNTY ROAD 20 IN LINDSTROM, IN SOUTH CORNER OF SOUTHEAST LEG OF WATER
 QO0159'TOWER.
 QO0159'
 QO0159'IT IS 93.0 FT (28.3 M) SOUTH OF THE WESTBOUND TRUNK HIGHWAY 8.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 QO0163 ***********************************************************************
 QO0163  DESIGNATION -  1301 H
 QO0163  PID         -  QO0163
 QO0163  STATE/COUNTY-  MN/CHISAGO
 QO0163  COUNTRY     -  US
 QO0163  USGS QUAD   -  LINDSTROM (2019)
 QO0163
 QO0163                         *CURRENT SURVEY CONTROL
 QO0163  ______________________________________________________________________
 QO0163* NAD 83(1986) POSITION- 45 23 01.24   (N) 092 47 42.03   (W)   HD_HELD1
 QO0163* NAVD 88 ORTHO HEIGHT -   284.747 (meters)      934.21  (feet) ADJUSTED
 QO0163  ______________________________________________________________________
 QO0163  GEOID HEIGHT    -        -27.557 (meters)                     GEOID18
 QO0163  DYNAMIC HEIGHT  -        284.751 (meters)      934.22  (feet) COMP
 QO0163  MODELED GRAVITY -    980,620.5   (mgal)                       NAVD 88
 QO0163
 QO0163  VERT ORDER      -  SECOND    CLASS I
 QO0163
 QO0163.The horizontal coordinates were determined by differentially corrected
 QO0163.hand held GPS observations or other comparable positioning techniques
 QO0163.and have an estimated accuracy of +/- 3 meters.
 QO0163
 QO0163.The orthometric height was determined by differential leveling and
 QO0163.adjusted by the NATIONAL GEODETIC SURVEY
 QO0163.in June 1991.
 QO0163
 QO0163.Significant digits in the geoid height do not necessarily reflect accuracy.
 QO0163.GEOID18 height accuracy estimate available here.
 QO0163
 QO0163.Click photographs - Photos may exist for this station.
 QO0163
 QO0163.The dynamic height is computed by dividing the NAVD 88
 QO0163.geopotential number by the normal gravity value computed on the
 QO0163.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QO0163.degrees latitude (g = 980.6199 gals.).
 QO0163
 QO0163.The modeled gravity was interpolated from observed gravity values.
 QO0163
 QO0163;                    North         East    Units  Estimated Accuracy
 QO0163;SPC MN C     -   143,692.1     913,953.5     MT  (+/- 3 meters HH1 GPS) 
 QO0163
 QO0163_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWL1604825594(NAD 83)
 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
 QO0163.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QO0163.See file dsdata.pdf to determine how the superseded data were derived.
 QO0163
 QO0163_MARKER: DB = BENCH MARK DISK
 QO0163_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 QO0163_STAMPING: 1301 H 1975
 QO0163_MARK LOGO: MNHD
 QO0163_PROJECTION: RECESSED 5 CENTIMETERS
 QO0163_MAGNETIC: I = MARKER IS A STEEL ROD
 QO0163_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QO0163_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 QO0163+SATELLITE: SATELLITE OBSERVATIONS - October 07, 2014
 QO0163_ROD/PIPE-DEPTH: 7.3 meters
 QO0163
 QO0163  HISTORY     - Date     Condition        Report By
 QO0163  HISTORY     - 1975     MONUMENTED       MNHD
 QO0163  HISTORY     - 20041006 GOOD             MNDT
 QO0163  HISTORY     - 20070618 GOOD             MNDT
 QO0163  HISTORY     - 20141007 GOOD             MNDT
 QO0163
 QO0163                          STATION DESCRIPTION
 QO0163
 QO0163'DESCRIBED BY MN HIGHWAY DEPT 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, T34N, R20W.
 QO0163
 QO0163                          STATION RECOVERY (2004)
 QO0163
 QO0163'RECOVERY NOTE BY MN DEPT OF TRANSP 2004 (MPP)
 QO0163'1.2 MI (1.9 KM) SOUTHEAST FROM CENTER CITY, 1.3 MI (2.1 KM) SOUTHEAST
 QO0163'ALONG TRUNK HIGHWAY 8 FROM THE JUNCTION OF TRUNK HIGHWAY 8 AND COUNTY
 QO0163'ROAD 9 (NORTH) IN CENTER CITY AND AT THE JUNCTION OF TRUNK HIGHWAY 8
 QO0163'AND COUNTY ROAD 26 (SOUTH) AND COUNTY ROAD 82 (NORTH), AT TRUNK
 QO0163'HIGHWAY 8 MILE POINT 14.3, 0.05 MI (0.1 KM) NORTH OF TRUNK HIGHWAY 8,
 QO0163'31 FT (9.4 M) EAST OF COUNTY ROAD 82, 69.3 FT (21.1 M) EAST-NORTHEAST
 QO0163'OF CABLE MARKER, 27.4 FT (8.4 M) NORTH-NORTHEAST OF CULVERT UNDER
 QO0163'FIELD ENTRANCE EAST, 2 FT (0.6 M) SOUTH OF POWER POLE, 0.8 FT (24 CM)
 QO0163'SOUTH OF A WITNESS POST
 QO0163
 QO0163                          STATION RECOVERY (2007)
 QO0163
 QO0163'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (BLB)
 QO0163'1.2 MILES SOUTHEAST FROM CENTER CITY, 1.3 MILES SOUTHEAST ALONG TRUNK
 QO0163'HIGHWAY 8 FROM THE JUNCTION OF TRUNK HIGHWAY 8 AND COUNTY ROAD 9
 QO0163'(NORTH) IN CENTER CITY AND AT THE JUNCTION OF TRUNK HIGHWAY 8 AND
 QO0163'COUNTY ROAD 26 (SOUTH) AND COUNTY ROAD 82 (NORTH), AT TRUNK HIGHWAY 8
 QO0163'MILEPOINT 14.3, 0.05 MILES NORTH OF TRUNK HIGHWAY 8, 31 FEET EAST OF
 QO0163'COUNTY ROAD 82, 69.3 FEET EAST-NORTHEAST OF CABLE MARKER, 27.4 FEET
 QO0163'NORTH-NORTHEAST OF CULVERT UNDER FIELD ENTRANCE EAST, 2 FEET SOUTH OF
 QO0163'POWER POLE, 0.8 FEET SOUTH OF WITNESS POST.
 QO0163
 QO0163                          STATION RECOVERY (2014)
 QO0163
 QO0163'RECOVERY NOTE BY MN DEPT OF TRANSP 2014 (KMS)
 QO0163'RECOVERED IN GOOD CONDITION.
 QO0163'
 QO0163'NOTE-ADD-THE STATION IS LOCATED ABOUT 9.4 MI (15.1 KM) EAST OF STACY,
 QO0163'9.0 MI (14.5 KM) NORTH OF SCANDIA AND 2.6 MI (4.2 KM) EAST OF
 QO0163'LINDSTROM.
 QO0163'
 QO0163'1.2 MILES SOUTHEAST OF CENTER CITY, 1.3 MI (2.1 KM) SOUTHEAST ALONG
 QO0163'TRUNK HIGHWAY 8 FROM THE JUNCTION OF TRUNK HIGHWAY 8 AND COUNTY ROAD 9
 QO0163'(NORTH) IN CENTER CITY, THEN 0.05 MI (0.1 KM) NORTH ON COUNTY ROAD 26
 QO0163'(PLEASANT VALLEY) TO TRUNK HIGHWAY 8 MILE POINT 14.3, 0.05 MI (0.1 KM)
 QO0163'NORTH ON COUNTY ROAD 26 (PLEASANT VALLEY).
 QO0163'
 QO0163'IT IS 69.3 FT (21.1 M) EAST-NORTHEAST OF CABLE MARKER, 31.0 FT (9.4 M)
 QO0163'EAST OF COUNTY ROAD 26, 2.0 FT (0.6 M) SOUTH OF POWER POLE, 0.8 FT (24
 QO0163'CM) SOUTH OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 QO0165 ***********************************************************************
 QO0165  DESIGNATION -  1301 J
 QO0165  PID         -  QO0165
 QO0165  STATE/COUNTY-  MN/CHISAGO
 QO0165  COUNTRY     -  US
 QO0165  USGS QUAD   -  LINDSTROM (2019)
 QO0165
 QO0165                         *CURRENT SURVEY CONTROL
 QO0165  ______________________________________________________________________
 QO0165* NAD 83(1986) POSITION- 45 22 59.65   (N) 092 45 03.58   (W)   HD_HELD1
 QO0165* NAVD 88 ORTHO HEIGHT -   287.775 (meters)      944.14  (feet) ADJUSTED
 QO0165  ______________________________________________________________________
 QO0165  GEOID HEIGHT    -        -27.568 (meters)                     GEOID18
 QO0165  DYNAMIC HEIGHT  -        287.780 (meters)      944.16  (feet) COMP
 QO0165  MODELED GRAVITY -    980,624.1   (mgal)                       NAVD 88
 QO0165
 QO0165  VERT ORDER      -  SECOND    CLASS I
 QO0165
 QO0165.The horizontal coordinates were determined by differentially corrected
 QO0165.hand held GPS observations or other comparable positioning techniques
 QO0165.and have an estimated accuracy of +/- 3 meters.
 QO0165
 QO0165.The orthometric height was determined by differential leveling and
 QO0165.adjusted by the NATIONAL GEODETIC SURVEY
 QO0165.in June 1991.
 QO0165
 QO0165.Significant digits in the geoid height do not necessarily reflect accuracy.
 QO0165.GEOID18 height accuracy estimate available here.
 QO0165
 QO0165.Click photographs - Photos may exist for this station.
 QO0165
 QO0165.The dynamic height is computed by dividing the NAVD 88
 QO0165.geopotential number by the normal gravity value computed on the
 QO0165.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QO0165.degrees latitude (g = 980.6199 gals.).
 QO0165
 QO0165.The modeled gravity was interpolated from observed gravity values.
 QO0165
 QO0165;                    North         East    Units  Estimated Accuracy
 QO0165;SPC MN C     -   143,707.3     917,401.2     MT  (+/- 3 meters HH1 GPS) 
 QO0165
 QO0165_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWL1949425554(NAD 83)
 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
 QO0165.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QO0165.See file dsdata.pdf to determine how the superseded data were derived.
 QO0165
 QO0165_MARKER: DV = VERTICAL CONTROL DISK
 QO0165_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 QO0165_STAMPING: 1301 J 1975
 QO0165_MARK LOGO: MNHD
 QO0165_PROJECTION: FLUSH
 QO0165_MAGNETIC: I = MARKER IS A STEEL ROD
 QO0165_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QO0165_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 QO0165+SATELLITE: SATELLITE OBSERVATIONS - October 07, 2014
 QO0165_ROD/PIPE-DEPTH: 7.3 meters
 QO0165
 QO0165  HISTORY     - Date     Condition        Report By
 QO0165  HISTORY     - 1975     MONUMENTED       MNHD
 QO0165  HISTORY     - 20071109 POOR             MNDT
 QO0165  HISTORY     - 20141007 GOOD             MNDT
 QO0165
 QO0165                          STATION DESCRIPTION
 QO0165
 QO0165'DESCRIBED BY MN HIGHWAY DEPT 1975
 QO0165'IN SHAFER.
 QO0165'THE MARK IS LOCATED IN SHAFER, 0.15 MILES WEST ALONG T.H. 8 FROM THE
 QO0165'JUNCTION OF T.H. 8 AND 21.  IT IS 142.7 FEET NORTH OF, AND LEVEL WITH
 QO0165'THE CENTERLINE OF T.H. 8 AT MILEPOINT 16.45, 25.6 FEET SOUTHEAST OF A
 QO0165'TOWNSHIP ROAD CENTER, 15.2 FEET SOUTHEAST OF A FIRE HYDRANT, 41.8 FEET
 QO0165'EAST OF BURIED CABLE MARKER POST NUMBER B-72, AND 2.4 FEET WEST OF
 QO0165'POWER POLE NUMBER 35.  IT IS A VERTICAL CONTROL MONUMENT DISK CRIMPED
 QO0165'TO 24 FEET OF COPPER-CLAD STEEL ROD SET FLUSH WITH THE GROUND, 0.6
 QO0165'FEET WEST OF A STEEL WITNESS POST.  SW 1/4 SECTION 32, T 34N, R 19W.
 QO0165
 QO0165                          STATION RECOVERY (2007)
 QO0165
 QO0165'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (VWC)
 QO0165'AT SHAFER, 0.15 MILES WEST ALONG TRUNK HIGHWAY 8 FROM THE JUNCTION OF
 QO0165'COUNTY ROAD 21 AND TRUNK HIGHWAY 8, AT TRUNK HIGHWAY 8 MILEPOINT
 QO0165'16.45, 142.7 FEET NORTH OF TRUNK HIGHWAY 8, 25.6 FEET SOUTHEAST OF
 QO0165'TOWNSHIP ROAD, 48.8 FEET NORTH EAST OF FIREHYDRANT, 11.8 FEET EAST OF
 QO0165'CABLE MARKER(B72), 0.6 FEET WEST OF WITNESS POST 36.5 FEET NORTHWEST
 QO0165'OF SOUTHWEST CORNER OF SNOWMOBILE DEALERS BUILDING, 82.5 FEET SOUTH OF
 QO0165'POWER POLE.
 QO0165
 QO0165                          STATION RECOVERY (2014)
 QO0165
 QO0165'RECOVERY NOTE BY MN DEPT OF TRANSP 2014 (KMS)
 QO0165'RECOVERED IN GOOD CONDITION.
 QO0165'
 QO0165'NOTE-ADD-THE STATION IS LOCATED ABOUT 11.5 MI (18.5 KM) EAST OF STACY,
 QO0165'9.3 MI (15.0 KM) NORTH-NORTHEAST OF SCANDIA AND 4.7 MI (7.6 KM) EAST
 QO0165'OF LINDSTROM.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 QO0167 ***********************************************************************
 QO0167  DESIGNATION -  1301 L
 QO0167  PID         -  QO0167
 QO0167  STATE/COUNTY-  MN/CHISAGO
 QO0167  COUNTRY     -  US
 QO0167  USGS QUAD   -  SAINT CROIX DALLES (2019)
 QO0167
 QO0167                         *CURRENT SURVEY CONTROL
 QO0167  ______________________________________________________________________
 QO0167* NAD 83(1986) POSITION- 45 22 59.13   (N) 092 43 12.41   (W)   HD_HELD1
 QO0167* NAVD 88 ORTHO HEIGHT -   283.974 (meters)      931.67  (feet) ADJUSTED
 QO0167  ______________________________________________________________________
 QO0167  GEOID HEIGHT    -        -27.596 (meters)                     GEOID18
 QO0167  DYNAMIC HEIGHT  -        283.979 (meters)      931.69  (feet) COMP
 QO0167  MODELED GRAVITY -    980,624.8   (mgal)                       NAVD 88
 QO0167
 QO0167  VERT ORDER      -  SECOND    CLASS I
 QO0167
 QO0167.The horizontal coordinates were determined by differentially corrected
 QO0167.hand held GPS observations or other comparable positioning techniques
 QO0167.and have an estimated accuracy of +/- 3 meters.
 QO0167
 QO0167.The orthometric height was determined by differential leveling and
 QO0167.adjusted by the NATIONAL GEODETIC SURVEY
 QO0167.in June 1991.
 QO0167
 QO0167.Significant digits in the geoid height do not necessarily reflect accuracy.
 QO0167.GEOID18 height accuracy estimate available here.
 QO0167
 QO0167.Click photographs - Photos may exist for this station.
 QO0167
 QO0167.The dynamic height is computed by dividing the NAVD 88
 QO0167.geopotential number by the normal gravity value computed on the
 QO0167.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QO0167.degrees latitude (g = 980.6199 gals.).
 QO0167
 QO0167.The modeled gravity was interpolated from observed gravity values.
 QO0167
 QO0167;                    North         East    Units  Estimated Accuracy
 QO0167;SPC MN C     -   143,737.5     919,819.7     MT  (+/- 3 meters HH1 GPS) 
 QO0167
 QO0167_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWL2191125546(NAD 83)
 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
 QO0167.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QO0167.See file dsdata.pdf to determine how the superseded data were derived.
 QO0167
 QO0167_MARKER: DV = VERTICAL CONTROL DISK
 QO0167_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 QO0167_STAMPING: 1301 L 1975
 QO0167_MARK LOGO: MNHD
 QO0167_PROJECTION: FLUSH
 QO0167_MAGNETIC: I = MARKER IS A STEEL ROD
 QO0167_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QO0167_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 QO0167+SATELLITE: SATELLITE OBSERVATIONS - March 16, 2015
 QO0167_ROD/PIPE-DEPTH: 9.4 meters
 QO0167
 QO0167  HISTORY     - Date     Condition        Report By
 QO0167  HISTORY     - 19750401 MONUMENTED       MNHD
 QO0167  HISTORY     - 20070618 GOOD             MNDT
 QO0167  HISTORY     - 20120725 GOOD             GEOCAC
 QO0167  HISTORY     - 20141007 GOOD             MNDT
 QO0167  HISTORY     - 20150316 GOOD             MNDT
 QO0167
 QO0167                          STATION DESCRIPTION
 QO0167
 QO0167'DESCRIBED BY MN HIGHWAY DEPT 1975
 QO0167'1.4 MI E FROM SHAFER.
 QO0167'THE MARK IS LOCATED 1.4 MILES EAST ALONG T.H. 8 FROM THE JUNCTION OF
 QO0167'T.H. 8 AND COUNTY ROAD 21 AT SHAFER AND 0.8 MILES WEST OF T.H. 95
 QO0167'SOUTH.  IT IS 75.9 FEET NORTH OF, AND LEVEL WITH THE CENTERLINE OF
 QO0167'T.H. 8 AT MILEPOINT 17.95, 44.5 FEET WEST OF UNDERGROUND CABLE MARKER
 QO0167'NUMBER B-47, 27.6 FEET NORTHWEST OF A 30 INCH ELM TREE, 20 FEET EAST
 QO0167'OF THE CENTER OF A FIELD ENTRANCE NORTH, 11.3 FEET EAST OF A STEEL
 QO0167'GATE POST, AND 1.3 FEET SOUTH OF A FENCELINE.  IT IS A VERTICAL
 QO0167'CONTROL MONUMENT DISK CRIMPED TO 31 FEET OF COPPER-CLAD STEEL ROD SET
 QO0167'FLUSH WITH THE GROUND, 0.5 FEET SOUTH OF A STEEL WITNESS POST. SE 1/4
 QO0167'SECTION 33, T 34N, R 19W.
 QO0167
 QO0167                          STATION RECOVERY (2007)
 QO0167
 QO0167'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (JJB)
 QO0167'1.4 MILES EAST FROM SHAFER, 1.4 MILES EAST ALONG TRUNK HIGHWAY 8 FROM
 QO0167'THE JUNCTION OF TRUNK HIGHWAY 8 AND COUNTY ROAD 21 AT SHAFER, AT TRUNK
 QO0167'HIGHWAY 8 MILEPOINT 17.95, 0.8 MILES WEST OF TRUNK HIGHWAY 95 SOUTH,
 QO0167'75.9 FEET NORTH OF TRUNK HIGHWAY 8, 44.5 FEET WEST OF CABLE MARKER, 20
 QO0167'FEET EAST OF FIELD ENTRANCE NORTH, 1.0 FOOT EAST WOOD OF GATE POST,
 QO0167'0.5 FEET SOUTH OF FENCELINE, 0.5 FEET SOUTH OF WITNESS POST.
 QO0167
 QO0167                          STATION RECOVERY (2012)
 QO0167
 QO0167'RECOVERY NOTE BY GEOCACHING 2012 (LPC)
 QO0167'RECOVERED IN GOOD CONDITION.
 QO0167
 QO0167                          STATION RECOVERY (2014)
 QO0167
 QO0167'RECOVERY NOTE BY MN DEPT OF TRANSP 2014 (KMS)
 QO0167'RECOVERED IN GOOD CONDITION.
 QO0167'
 QO0167'NOTE-ADD-THE STATION IS LOCATED ABOUT 13.0 MI (20.9 KM) EAST OF STACY,
 QO0167'9.9 MI (15.9 KM) NORTH-NORTHEAST OF SCANDIA AND 6.2 MI (10.0 KM) EAST
 QO0167'OF LINDSTROM.RECOVERED IN GOOD CONDITION.
 QO0167
 QO0167                          STATION RECOVERY (2015)
 QO0167
 QO0167'RECOVERY NOTE BY MN DEPT OF TRANSP 2015 (DAS)
 QO0167'1.4 MI (2.3 KM) EAST OF SHAFER, 1.4 MI (2.3 KM) EAST ALONG TRUNK
 QO0167'HIGHWAY 8  FROM THE JUNCTION OF TRUNK HIGHWAY 8 AND COUNTY ROAD 21 IN
 QO0167'SHAFER, AT TRUNK HIGHWAY 8 MILE POINT 17.95, 0.8 MI (1.3 KM) WEST OF
 QO0167'TRUNK HIGHWAY 95 SOUTH, 75.9 FT (23.1 M) NORTH OF TRUNK HIGHWAY 8,
 QO0167'44.5 FT (13.6 M) WEST OF CABLE MARKER, 20 FT (6.1 M) EAST OF A FIELD
 QO0167'ENTRANCE NORTH, 1.0 FT (0.3 M) EAST OF WOOD GATE POST, 0.5 FT (15 CM)
 QO0167'SOUTH OF A FENCE LINE, 0.5 FT (15 CM) SOUTH OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 QO0169 ***********************************************************************
 QO0169  DESIGNATION -  1301 M
 QO0169  PID         -  QO0169
 QO0169  STATE/COUNTY-  MN/CHISAGO
 QO0169  COUNTRY     -  US
 QO0169  USGS QUAD   -  SAINT CROIX DALLES (2019)
 QO0169
 QO0169                         *CURRENT SURVEY CONTROL
 QO0169  ______________________________________________________________________
 QO0169* NAD 83(1986) POSITION- 45 22 57.98   (N) 092 41 35.70   (W)   HD_HELD1
 QO0169* NAVD 88 ORTHO HEIGHT -   274.586 (meters)      900.87  (feet) ADJUSTED
 QO0169  ______________________________________________________________________
 QO0169  GEOID HEIGHT    -        -27.632 (meters)                     GEOID18
 QO0169  DYNAMIC HEIGHT  -        274.591 (meters)      900.89  (feet) COMP
 QO0169  MODELED GRAVITY -    980,625.1   (mgal)                       NAVD 88
 QO0169
 QO0169  VERT ORDER      -  SECOND    CLASS I
 QO0169
 QO0169.The horizontal coordinates were determined by differentially corrected
 QO0169.hand held GPS observations or other comparable positioning techniques
 QO0169.and have an estimated accuracy of +/- 3 meters.
 QO0169
 QO0169.The orthometric height was determined by differential leveling and
 QO0169.adjusted by the NATIONAL GEODETIC SURVEY
 QO0169.in September 2016.
 QO0169
 QO0169.Significant digits in the geoid height do not necessarily reflect accuracy.
 QO0169.GEOID18 height accuracy estimate available here.
 QO0169
 QO0169.Click photographs - Photos may exist for this station.
 QO0169
 QO0169.The dynamic height is computed by dividing the NAVD 88
 QO0169.geopotential number by the normal gravity value computed on the
 QO0169.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QO0169.degrees latitude (g = 980.6199 gals.).
 QO0169
 QO0169.The modeled gravity was interpolated from observed gravity values.
 QO0169
 QO0169;                    North         East    Units  Estimated Accuracy
 QO0169;SPC MN C     -   143,743.0     921,924.1     MT  (+/- 3 meters HH1 GPS) 
 QO0169
 QO0169_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWL2401525518(NAD 83)
 QO0169
 QO0169                          SUPERSEDED SURVEY CONTROL
 QO0169
 QO0169  NAVD 88 (06/15/91)  274.581  (m)          900.85   (f) SUPERSEDED  2 1
 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
 QO0169.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QO0169.See file dsdata.pdf to determine how the superseded data were derived.
 QO0169
 QO0169_MARKER: DV = VERTICAL CONTROL DISK
 QO0169_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 QO0169_STAMPING: 1301 M 1975
 QO0169_MARK LOGO: MNHD
 QO0169_PROJECTION: RECESSED 5 CENTIMETERS
 QO0169_MAGNETIC: I = MARKER IS A STEEL ROD
 QO0169_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QO0169_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 QO0169+SATELLITE: SATELLITE OBSERVATIONS - March 16, 2015
 QO0169_ROD/PIPE-DEPTH: 7.0 meters
 QO0169
 QO0169  HISTORY     - Date     Condition        Report By
 QO0169  HISTORY     - 19750401 MONUMENTED       MNHD
 QO0169  HISTORY     - 20070618 GOOD             MNDT
 QO0169  HISTORY     - 20141007 GOOD             MNDT
 QO0169  HISTORY     - 20150316 GOOD             MNDT
 QO0169
 QO0169                          STATION DESCRIPTION
 QO0169
 QO0169'DESCRIBED BY MN HIGHWAY DEPT 1975
 QO0169'2.7 MI E FROM SHAFER.
 QO0169'THE MARK IS LOCATED 2.7 MILES EAST ALONG T.H. 8 FROM THE JUNCTION OF
 QO0169'T.H. 8 AND COUNTY ROAD 21 AT SHAFER, 0.5 MILES EAST OF T.H. 95 SOUTH
 QO0169'AND 2.8 MILES SOUTHWEST OF T.H. 95 (NORTH) IN ST. CROIX FALLS, 0.05
 QO0169'MILES WEST OF A RED BRICK SILO.  IT IS 49.5 FEET NORTH OF, AND LEVEL
 QO0169'WITH THE CENTERLINE OF T.H. 8 AT MILEPOINT 19.3, 132 FEET SOUTHEAST OF
 QO0169'THE CENTER OF A TOWNSHIP ROAD, 43.5 FEET WEST-NORTHWEST OF THE WEST
 QO0169'END OF A 24 INCH METAL CULVERT UNDER A FIELD ENTRANCE NORTH, 36.6 FEET
 QO0169'WEST OF A STEEL FENCE CORNER POST, AND 28 FEET WEST OF A POWER POLE.
 QO0169'IT IS A VERTICAL CONTROL MONUMENT DISK CRIMPED TO 23 FEET OF
 QO0169'COPPER-CLAD STEEL ROD SET FLUSH WITH THE GROUND, 1.2 FEET SOUTH OF A
 QO0169'STEEL WITNESS POST.  SE 1/4 SECTION 3, T 33N, R 19W.
 QO0169
 QO0169                          STATION RECOVERY (2007)
 QO0169
 QO0169'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (JJB)
 QO0169'2.7 MILES EAST FROM SHAFER, 2.7 MILES EAST ALONG TRUNK HIGHWAY 8 FROM
 QO0169'THE JUNCTION OF TRUNK HIGHWAY 8 AND COUNTY ROAD 21 AT SHAFER, 0.5
 QO0169'MILES EAST OF TRUNK HIGHWAY 95 SOUTH, 0.05 MILES WEST OF SILO, 49.5
 QO0169'FEET NORTH OF TRUNK HIGHWAY 8, AT TRUNK HIGHWAY 8 MILEPOINT 19.3, 132
 QO0169'FEET SOUTHEAST OF TOWNSHIP ROAD, 43.5 FEET WEST-NORTHWEST OF CULVERT
 QO0169'UNDER FIELD ENTRANCE NORTH, 36.6 FEET WEST OF FENCE CORNER, 28 FEET
 QO0169'WEST OF POWER POLE, 1.2 FEET SOUTH OF WITNESS POST.
 QO0169
 QO0169                          STATION RECOVERY (2014)
 QO0169
 QO0169'RECOVERY NOTE BY MN DEPT OF TRANSP 2014 (KMS)
 QO0169'RECOVERED IN GOOD CONDITION.
 QO0169'
 QO0169'NOTE-ADD-THE STATION IS LOCATED ABOUT 13.8 MI (22.2 KM) SOUTHEAST OF
 QO0169'SUNRISE, 10.5 MI (16.9 KM) NORTH-NORTHEAST OF SCANDIA AND 7.5 MI (12.1
 QO0169'KM) EAST OF LINDSTROM.
 QO0169'
 QO0169'2.7 MILES EAST OF SHAFER, 2.7 MI (4.3 KM) EAST ALONG TRUNK HIGHWAY 8
 QO0169'FROM THE JUNCTION OF TRUNK HIGHWAY 8 AND COUNTY ROAD 21 IN SHAFER, AT
 QO0169'TRUNK HIGHWAY 8 MILE POINT 19.3, 0.5 MI (0.8 KM) EAST OF TRUNK HIGHWAY
 QO0169'95 SOUTH.
 QO0169
 QO0169                          STATION RECOVERY (2015)
 QO0169
 QO0169'RECOVERY NOTE BY MN DEPT OF TRANSP 2015 (DAS)
 QO0169'2.7 MI (4.3 KM) EAST OF SHAFER, 2.7 MI (4.3 KM) EAST ALONG TRUNK
 QO0169'HIGHWAY 8  FROM THE JUNCTION OF TRUNK HIGHWAY 8 AND COUNTY ROAD 21 IN
 QO0169'SHAFER, AT TRUNK HIGHWAY 8 MILE POINT 19.3, 0.5 MI (0.8 KM) EAST OF
 QO0169'TRUNK HIGHWAY 95 SOUTH, 49.5 FT (15.1 M) NORTH OF TRUNK HIGHWAY 8, 132
 QO0169'FT (40.2 M) SOUTHEAST OF HERBERG ROAD, 43.5 FT (13.3 M) WEST-NORTHWEST
 QO0169'OF CULVERT UNDER FIELD ENTRANCE NORTH, 36.6 FT (11.2 M) WEST OF A
 QO0169'FENCE CORNER, 28 FT (8.5 M) WEST OF POWER POLE, 1.2 FT (0.4 M) SOUTH
 QO0169'OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 QO0170 ***********************************************************************
 QO0170  DESIGNATION -  1301 N
 QO0170  PID         -  QO0170
 QO0170  STATE/COUNTY-  MN/CHISAGO
 QO0170  COUNTRY     -  US
 QO0170  USGS QUAD   -  SAINT CROIX DALLES (2019)
 QO0170
 QO0170                         *CURRENT SURVEY CONTROL
 QO0170  ______________________________________________________________________
 QO0170* NAD 83(1986) POSITION- 45 23 06.     (N) 092 40 34.     (W)   SCALED
 QO0170* NAVD 88 ORTHO HEIGHT -   249.458 (meters)      818.43  (feet) ADJUSTED
 QO0170  ______________________________________________________________________
 QO0170  GEOID HEIGHT    -        -27.656 (meters)                     GEOID18
 QO0170  DYNAMIC HEIGHT  -        249.462 (meters)      818.44  (feet) COMP
 QO0170  MODELED GRAVITY -    980,625.2   (mgal)                       NAVD 88
 QO0170
 QO0170  VERT ORDER      -  SECOND    CLASS I
 QO0170
 QO0170.The horizontal coordinates were scaled from a map and have
 QO0170.an estimated accuracy of +/- 6 seconds.
 QO0170
 QO0170.The orthometric height was determined by differential leveling and
 QO0170.adjusted by the NATIONAL GEODETIC SURVEY
 QO0170.in June 1991.
 QO0170
 QO0170.Significant digits in the geoid height do not necessarily reflect accuracy.
 QO0170.GEOID18 height accuracy estimate available here.
 QO0170
 QO0170.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWL253257(NAD 83)
 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
 QO0170.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QO0170.See file dsdata.pdf to determine how the superseded data were derived.
 QO0170
 QO0170_MARKER: DB = BENCH MARK DISK
 QO0170_SETTING: 65 = SET IN UNSPECIFIED ROCK OR BOULDER
 QO0170_SP_SET: SANDSTONE LEDGE
 QO0170_STAMPING: 1301 N 1975
 QO0170_MARK LOGO: MNHD
 QO0170_MAGNETIC: N = NO MAGNETIC MATERIAL
 QO0170_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QO0170_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 QO0170+SATELLITE: SATELLITE OBSERVATIONS - March 16, 2015
 QO0170
 QO0170  HISTORY     - Date     Condition        Report By
 QO0170  HISTORY     - 19750401 MONUMENTED       MNHD
 QO0170  HISTORY     - 20070618 MARK NOT FOUND   MNDT
 QO0170  HISTORY     - 20140331 MARK NOT FOUND   MNDT
 QO0170  HISTORY     - 20141007 GOOD             MNDT
 QO0170  HISTORY     - 20150316 GOOD             MNDT
 QO0170
 QO0170                          STATION DESCRIPTION
 QO0170
 QO0170'DESCRIBED BY MN HIGHWAY DEPT 1975
 QO0170'1.8 MI SW FROM TAYLORS FALLS.
 QO0170'THE MARK IS LOCATED 1.9 MILES SOUTHWEST ALONG T.H. 8 FROM THE JUNCTION
 QO0170'OF T.H. 8 AND T.H. 95 (NORTH) IN TAYLORS FALLS AND 1.45 MILES EAST OF
 QO0170'T.H. 95 SOUTH.  IT IS 33.6 FEET NORTHWEST OF, AND 2 FEET LOWER THAN
 QO0170'THE CENTERLINE OF T.H. 8 AT MILEPOINT 20.25, 34.3 FEET WEST OF THE
 QO0170'SOUTHEAST LEG OF A T.H. 8 WESTBOUND SIGN NO PASSING, AND 22 FEET
 QO0170'NORTHEAST OF THE SOUTHWEST END OF AN EXPOSED LEDGE OF SANDSTONE. IT IS
 QO0170'A BENCH MARK DISK CEMENTED IN A SANDSTONE LEDGE, 2 FEET HIGHER THAN
 QO0170'THE DITCH BOTTOM AND 6.3 FEET SOUTHWEST OF A STEEL WITNESS POST. SW
 QO0170'1/4 SECTION 35, T 34N, R 19W.
 QO0170
 QO0170                          STATION RECOVERY (2007)
 QO0170
 QO0170'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (JJB)
 QO0170'1.8 MILES SOUTHWEST OF TAYLORS FALLS, 1.9 MILES SOUTHWEST ALONG TRUNK
 QO0170'HIGHWAY 8 FROM THE JUNCTION OF TRUNK HIGHWAY 8 AND TRUNK HIGHWAY 95
 QO0170'(NORTH) AT TAYLORS FALLS, AT TRUNK HIGHWAY 8 MILEPOINT 20.25, 1.45
 QO0170'MILES EAST OF TRUNK HIGHWAY 95 SOUTH, 33.6 FEET NORTHWEST OF TRUNK
 QO0170'HIGHWAY 8, 22 FEET NORTHEAST OF SOUTHWEST END OF SANDSTONE LEDGE, 6.0
 QO0170'FEET NORTHEAST OF WITNESS POST.
 QO0170
 QO0170                          STATION RECOVERY (2014)
 QO0170
 QO0170'RECOVERY NOTE BY MN DEPT OF TRANSP 2014 (MPP)
 QO0170'AFTER A THOROUGH FIELD SEARCH MARK WAS NOT FOUND.
 QO0170
 QO0170                          STATION RECOVERY (2014)
 QO0170
 QO0170'RECOVERY NOTE BY MN DEPT OF TRANSP 2014 (KMS)
 QO0170'RECOVERED IN GOOD CONDITION.
 QO0170'
 QO0170'NOTE-ADD-THE STATION IS LOCATED ABOUT 14.2 MI (22.8 KM) SOUTHEAST OF
 QO0170'SUNRISE, 11.0 MI (17.7 KM) NORTHEAST OF SCANDIA AND 8.4 MI (13.5 KM)
 QO0170'EAST OF LINDSTROM.
 QO0170
 QO0170                          STATION RECOVERY (2015)
 QO0170
 QO0170'RECOVERY NOTE BY MN DEPT OF TRANSP 2015 (DAS)
 QO0170'1.8 MI (2.9 KM) SOUTHWEST OF TAYLORS FALLS, 1.9 MI (3.1 KM) SOUTHWEST
 QO0170'ALONG TRUNK HIGHWAY 8  FROM THE JUNCTION OF TRUNK HIGHWAY 8 AND TRUNK
 QO0170'HIGHWAY 95 (BENCH STREET) IN TAYLORS FALLS, AT TRUNK HIGHWAY 8 MILE
 QO0170'POINT 20.25, 1.45 MI (2.3 KM) EAST OF TRUNK HIGHWAY 95 SOUTH, 33.6 FT
 QO0170'(10.2 M) NORTHWEST OF TRUNK HIGHWAY 8, 22 FT (6.7 M) NORTHEAST OF
 QO0170'SOUTHWEST END OF SANDSTONE LEDGE, 6.0 FT (1.8 M) NORTHEAST OF A
 QO0170'WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 QO0173 ***********************************************************************
 QO0173  DESIGNATION -  1301 Q
 QO0173  PID         -  QO0173
 QO0173  STATE/COUNTY-  MN/CHISAGO
 QO0173  COUNTRY     -  US
 QO0173  USGS QUAD   -  SAINT CROIX DALLES (2019)
 QO0173
 QO0173                         *CURRENT SURVEY CONTROL
 QO0173  ______________________________________________________________________
 QO0173* NAD 83(1986) POSITION- 45 23 51.67   (N) 092 39 33.17   (W)   HD_HELD1
 QO0173* NAVD 88 ORTHO HEIGHT -   242.664 (meters)      796.14  (feet) ADJUSTED
 QO0173  ______________________________________________________________________
 QO0173  GEOID HEIGHT    -        -27.660 (meters)                     GEOID18
 QO0173  DYNAMIC HEIGHT  -        242.668 (meters)      796.15  (feet) COMP
 QO0173  MODELED GRAVITY -    980,625.5   (mgal)                       NAVD 88
 QO0173
 QO0173  VERT ORDER      -  SECOND    CLASS I
 QO0173
 QO0173.The horizontal coordinates were determined by differentially corrected
 QO0173.hand held GPS observations or other comparable positioning techniques
 QO0173.and have an estimated accuracy of +/- 3 meters.
 QO0173
 QO0173.The orthometric height was determined by differential leveling and
 QO0173.adjusted by the NATIONAL GEODETIC SURVEY
 QO0173.in June 1991.
 QO0173
 QO0173.Significant digits in the geoid height do not necessarily reflect accuracy.
 QO0173.GEOID18 height accuracy estimate available here.
 QO0173
 QO0173.Click photographs - Photos may exist for this station.
 QO0173
 QO0173.The dynamic height is computed by dividing the NAVD 88
 QO0173.geopotential number by the normal gravity value computed on the
 QO0173.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QO0173.degrees latitude (g = 980.6199 gals.).
 QO0173
 QO0173.The modeled gravity was interpolated from observed gravity values.
 QO0173
 QO0173;                    North         East    Units  Estimated Accuracy
 QO0173;SPC MN C     -   145,453.2     924,556.2     MT  (+/- 3 meters HH1 GPS) 
 QO0173
 QO0173_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWL2667227186(NAD 83)
 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
 QO0173.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QO0173.See file dsdata.pdf to determine how the superseded data were derived.
 QO0173
 QO0173_MARKER: DB = BENCH MARK DISK
 QO0173_SETTING: 65 = SET IN UNSPECIFIED ROCK OR BOULDER
 QO0173_STAMPING: 1301 Q 1975
 QO0173_MARK LOGO: MNHD
 QO0173_MAGNETIC: N = NO MAGNETIC MATERIAL
 QO0173_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QO0173_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 QO0173+SATELLITE: SATELLITE OBSERVATIONS - October 07, 2014
 QO0173
 QO0173  HISTORY     - Date     Condition        Report By
 QO0173  HISTORY     - 1975     MONUMENTED       MNHD
 QO0173  HISTORY     - 20061026 GOOD             MNDT
 QO0173  HISTORY     - 20070620 GOOD             MNDT
 QO0173  HISTORY     - 20141007 GOOD             MNDT
 QO0173
 QO0173                          STATION DESCRIPTION
 QO0173
 QO0173'DESCRIBED BY MN HIGHWAY DEPT 1975
 QO0173'0.4 MI SW FROM TAYLORS FALLS.
 QO0173'THE MARK IS LOCATED 0.6 MILES SOUTHWEST ALONG T.H. 8 FROM THE JUNCTION
 QO0173'OF T.H. 8 AND T.H. 95 (NORTH) IN TAYLORS FALLS AND 0.5 MILES NORTHEAST
 QO0173'OF THE INTERSTATE PARK CAMPGROUNDS.  IT IS 103.0 FEET EAST OF THE EAST
 QO0173'GUARD POST AT THE WILD RIVER JUNCTION ENTRANCE, 48.0 FEET NORTH OF,
 QO0173'AND 2 FEET HIGHER THAN THE CENTERLINE OF T.H. 8 AT MILEPOINT 21.6,
 QO0173'37.6 FEET WEST OF THE SOUTHWEST CORNER OF A SIGN DEPICTING A RAILROAD
 QO0173'ENGINE AT WILD ROAD JUNCTION, AND 13 FEET EAST OF A 6 INCH NORWAY PINE
 QO0173'TREE.  IT IS A BENCH MARK DISK CEMENTED IN AN EXPOSED SECTION OF
 QO0173'SANDSTONE LEVEL WITH THE GROUND, 15.4 FEET SOUTH OF A STEEL WITNESS
 QO0173'POST.  SW 1/4 SECTION 25, T 34N, R 19W.
 QO0173
 QO0173                          STATION RECOVERY (2006)
 QO0173
 QO0173'RECOVERY NOTE BY MN DEPT OF TRANSP 2006 (MPP)
 QO0173'RECOVERED AS DESCRIBED.
 QO0173
 QO0173                          STATION RECOVERY (2007)
 QO0173
 QO0173'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (BLB)
 QO0173'0.4,MILES SOUTHWEST FROM TAYLORS FALLS, 0.6 MILES SOUTHWEST ALONG
 QO0173'TRUNK HIGHWAY 8 FROM THE JUNCTION OF TRUNK HIGHWAY 8 AND TRUNK HIGHWAY
 QO0173'95 (NORTH) IN TAYLOR FALLS, AT TRUNK HIGHWAY 8 MILEPOINT 21.6, 0.5
 QO0173'MILES NORTHEAST OF PARK CAMPGROUNDS, 48 FEET NORTH OF TRUNK HIGHWAY 8,
 QO0173'103 FEET EAST OF EAST GUARD POST AT WILD RIVER JUNCTION ENTRANCE, 37.6
 QO0173'FEET WEST OF SOUTHWEST CORNER OF SIGN, 13 FEET EAST OF 6 INCH PINE
 QO0173'TREE, 15.4 FEET SOUTH OF WITNESS POST.
 QO0173
 QO0173                          STATION RECOVERY (2014)
 QO0173
 QO0173'RECOVERY NOTE BY MN DEPT OF TRANSP 2014 (KMS)
 QO0173'RECOVERED IN GOOD CONDITION.
 QO0173'
 QO0173'NOTE-ADD-THE STATION IS LOCATED ABOUT 14.0 MI (22.5 KM) SOUTHEAST OF
 QO0173'SUNRISE, 12.2 MI (19.6 KM) NORTHEAST OF SCANDIA AND 9.2 MI (14.8 KM)
 QO0173'EAST OF LINDSTROM.
 QO0173'
 QO0173'0.4 MI (0.6 KM) SOUTHWEST OF TAYLORS FALLS, 0.5 MI (0.8 KM) SOUTHWEST
 QO0173'ALONG TRUNK HIGHWAY 8/TRUNK HIGHWAY 95 FROM THE JUNCTION OF TRUNK
 QO0173'HIGHWAY 8 AND TRUNK HIGHWAY 95 (NORTH) IN TAYLOR FALLS, AT TRUNK
 QO0173'HIGHWAY 8 MILE POINT 21.6.
 QO0173'
 QO0173'IT IS 127.0 FT (38.7 M) EAST OF ROAD BY MINNESOTA WELCOME SIGN, 48 FT
 QO0173'(14.6 M) NORTH OF TRUNK HIGHWAY 8, 75.5 FT (23.0 M) WEST OF THE
 QO0173'SOUTHWEST CORNER OF SIGN.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DP8161 ***********************************************************************
 DP8161  DESIGNATION -  1301 R
 DP8161  PID         -  DP8161
 DP8161  STATE/COUNTY-  MN/CHISAGO
 DP8161  COUNTRY     -  US
 DP8161  USGS QUAD   -  SAINT CROIX DALLES (2019)
 DP8161
 DP8161                         *CURRENT SURVEY CONTROL
 DP8161  ______________________________________________________________________
 DP8161* NAD 83(2011) POSITION- 45 22 58.66443(N) 092 43 33.64590(W)   ADJUSTED
 DP8161* NAD 83(2011) ELLIP HT-   260.029 (meters)        (08/10/15)   ADJUSTED
 DP8161* NAD 83(2011) EPOCH   -  2010.00
 DP8161* NAVD 88 ORTHO HEIGHT -   287.608 (meters)      943.59  (feet) ADJUSTED
 DP8161  ______________________________________________________________________
 DP8161  GEOID HEIGHT    -        -27.590 (meters)                     GEOID18
 DP8161  NAD 83(2011) X  -   -213,428.994 (meters)                     COMP
 DP8161  NAD 83(2011) Y  - -4,482,499.978 (meters)                     COMP
 DP8161  NAD 83(2011) Z  -  4,517,527.673 (meters)                     COMP
 DP8161  LAPLACE CORR    -         -2.80  (seconds)                    DEFLEC18
 DP8161  DYNAMIC HEIGHT  -        287.613 (meters)      943.61  (feet) COMP
 DP8161  MODELED GRAVITY -    980,624.7   (mgal)                       NAVD 88
 DP8161
 DP8161  VERT ORDER      -  SECOND    CLASS I
 DP8161
 DP8161  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DP8161  Standards:
 DP8161         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DP8161            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DP8161  -------------------------------------------------------------------
 DP8161  NETWORK    0.62   1.29           0.28   0.22   0.66      0.08166820
 DP8161  -------------------------------------------------------------------
 DP8161  Click here for local accuracies and other accuracy information.
 DP8161
 DP8161.The horizontal coordinates were established by GPS observations
 DP8161.and adjusted by the MN DEPT OF TRANSP in August 2015.
 DP8161
 DP8161.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DP8161.been affixed to the stable North American tectonic plate. See 
 DP8161.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DP8161
 DP8161.The horizontal coordinates are valid at the epoch date displayed above
 DP8161.which is a decimal equivalence of Year/Month/Day.
 DP8161
 DP8161.The orthometric height was determined by differential leveling and
 DP8161.adjusted by the NATIONAL GEODETIC SURVEY
 DP8161.in September 2016.
 DP8161
 DP8161.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP8161.GEOID18 height accuracy estimate available here.
 DP8161
 DP8161.Click photographs - Photos may exist for this station.
 DP8161
 DP8161.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DP8161
 DP8161.The Laplace correction was computed from DEFLEC18 derived deflections.
 DP8161
 DP8161.The ellipsoidal height was determined by GPS observations
 DP8161.and is referenced to NAD 83.
 DP8161
 DP8161.The dynamic height is computed by dividing the NAVD 88
 DP8161.geopotential number by the normal gravity value computed on the
 DP8161.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP8161.degrees latitude (g = 980.6199 gals.).
 DP8161
 DP8161.The modeled gravity was interpolated from observed gravity values.
 DP8161
 DP8161. The following values were computed from the NAD 83(2011) position.
 DP8161
 DP8161;                    North         East     Units Scale Factor Converg.
 DP8161;SPC MN C     -   143,714.194   919,358.073   MT  1.00005881   +1 06 08.8
 DP8161;SPC MN C     -   471,502.32  3,016,260.61   sFT  1.00005881   +1 06 08.8
 DP8161;UTM  15      - 5,025,530.602   521,450.050   MT  0.99960566   +0 11 42.1
 DP8161
 DP8161!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DP8161!SPC MN C     -   0.99995923  x   1.00005881  =   1.00001804
 DP8161!UTM  15      -   0.99995923  x   0.99960566  =   0.99956491
 DP8161
 DP8161_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWL2145025530(NAD 83)
 DP8161
 DP8161                          SUPERSEDED SURVEY CONTROL
 DP8161
 DP8161.No superseded survey control is available for this station.
 DP8161
 DP8161_MARKER: F = FLANGE-ENCASED ROD
 DP8161_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DP8161_STAMPING: 1301 R 2014
 DP8161_MARK LOGO: MNDT
 DP8161_PROJECTION: RECESSED 3 CENTIMETERS
 DP8161_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DP8161_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DP8161_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP8161+SATELLITE: SATELLITE OBSERVATIONS - May 26, 2015
 DP8161_ROD/PIPE-DEPTH: 5.8 meters
 DP8161
 DP8161  HISTORY     - Date     Condition        Report By
 DP8161  HISTORY     - 20141022 MONUMENTED       MNDT
 DP8161  HISTORY     - 20141026 GOOD             MNDT
 DP8161  HISTORY     - 20150526 GOOD             MNDT
 DP8161
 DP8161                          STATION DESCRIPTION
 DP8161
 DP8161'DESCRIBED BY MN DEPT OF TRANSP 2014
 DP8161'1.15 MILES EAST OF SHAFER, 1.1 MILES EAST ALONG TRUNK HIGHWAY 8 FROM
 DP8161'THE JUNCTION OF TRUNK HIGHWAY 8 AND COUNTY ROAD 21 IN SHAFER, AT TRUNK
 DP8161'HIGHWAY 8 MILEPOINT 17.65, 34.6 FEET NORTH OF TRUNK HIGHWAY 8, 15.3
 DP8161'FEET WEST OF FIELD ENTRANCE, 1.5 FEET EAST OF WITNESS POST.
 DP8161
 DP8161                          STATION RECOVERY (2014)
 DP8161
 DP8161'RECOVERY NOTE BY MN DEPT OF TRANSP 2014 (KMS)
 DP8161'RECOVERED IN GOOD CONDITION.
 DP8161'
 DP8161'NOTE-ADD-THE STATION IS LOCATED ABOUT 12.8 MI (20.6 KM) EAST OF STACY,
 DP8161'9.7 MI (15.6 KM) NORTH-NORTHEAST OF SCANDIA AND 5.9 MI (9.5 KM) EAST
 DP8161'OF LINDSTROM.
 DP8161'
 DP8161'THE STATION STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM
 DP8161'ROD DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION REMOVABLE
 DP8161'DISK SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH
 DP8161'PVC PIPE BACK FILLED WITH WASHED SAND.
 DP8161
 DP8161                          STATION RECOVERY (2015)
 DP8161
 DP8161'RECOVERY NOTE BY MN DEPT OF TRANSP 2015 (TXS)
 DP8161'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DP8162 ***********************************************************************
 DP8162  DESIGNATION -  1301 S
 DP8162  PID         -  DP8162
 DP8162  STATE/COUNTY-  MN/CHISAGO
 DP8162  COUNTRY     -  US
 DP8162  USGS QUAD   -  SAINT CROIX DALLES (2019)
 DP8162
 DP8162                         *CURRENT SURVEY CONTROL
 DP8162  ______________________________________________________________________
 DP8162* NAD 83(2011) POSITION- 45 22 58.84089(N) 092 44 31.50125(W)   ADJUSTED
 DP8162* NAD 83(2011) ELLIP HT-   257.009 (meters)        (08/10/15)   ADJUSTED
 DP8162* NAD 83(2011) EPOCH   -  2010.00
 DP8162* NAVD 88 ORTHO HEIGHT -   284.572 (meters)      933.63  (feet) ADJUSTED
 DP8162  ______________________________________________________________________
 DP8162  GEOID HEIGHT    -        -27.575 (meters)                     GEOID18
 DP8162  NAD 83(2011) X  -   -214,685.998 (meters)                     COMP
 DP8162  NAD 83(2011) Y  - -4,482,433.945 (meters)                     COMP
 DP8162  NAD 83(2011) Z  -  4,517,529.350 (meters)                     COMP
 DP8162  LAPLACE CORR    -         -2.10  (seconds)                    DEFLEC18
 DP8162  DYNAMIC HEIGHT  -        284.577 (meters)      933.65  (feet) COMP
 DP8162  MODELED GRAVITY -    980,624.4   (mgal)                       NAVD 88
 DP8162
 DP8162  VERT ORDER      -  SECOND    CLASS I
 DP8162
 DP8162  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DP8162  Standards:
 DP8162         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DP8162            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DP8162  -------------------------------------------------------------------
 DP8162  NETWORK    0.62   1.23           0.28   0.22   0.63      0.08845567
 DP8162  -------------------------------------------------------------------
 DP8162  Click here for local accuracies and other accuracy information.
 DP8162
 DP8162.The horizontal coordinates were established by GPS observations
 DP8162.and adjusted by the MN DEPT OF TRANSP in August 2015.
 DP8162
 DP8162.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DP8162.been affixed to the stable North American tectonic plate. See 
 DP8162.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DP8162
 DP8162.The horizontal coordinates are valid at the epoch date displayed above
 DP8162.which is a decimal equivalence of Year/Month/Day.
 DP8162
 DP8162.The orthometric height was determined by differential leveling and
 DP8162.adjusted by the NATIONAL GEODETIC SURVEY
 DP8162.in September 2016.
 DP8162
 DP8162.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP8162.GEOID18 height accuracy estimate available here.
 DP8162
 DP8162.Click photographs - Photos may exist for this station.
 DP8162
 DP8162.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DP8162
 DP8162.The Laplace correction was computed from DEFLEC18 derived deflections.
 DP8162
 DP8162.The ellipsoidal height was determined by GPS observations
 DP8162.and is referenced to NAD 83.
 DP8162
 DP8162.The dynamic height is computed by dividing the NAVD 88
 DP8162.geopotential number by the normal gravity value computed on the
 DP8162.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP8162.degrees latitude (g = 980.6199 gals.).
 DP8162
 DP8162.The modeled gravity was interpolated from observed gravity values.
 DP8162
 DP8162. The following values were computed from the NAD 83(2011) position.
 DP8162
 DP8162;                    North         East     Units Scale Factor Converg.
 DP8162;SPC MN C     -   143,695.550   918,099.453   MT  1.00005880   +1 05 26.9
 DP8162;SPC MN C     -   471,441.15  3,012,131.29   sFT  1.00005880   +1 05 26.9
 DP8162;UTM  15      - 5,025,531.890   520,191.863   MT  0.99960501   +0 11 00.9
 DP8162
 DP8162!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DP8162!SPC MN C     -   0.99995971  x   1.00005880  =   1.00001851
 DP8162!UTM  15      -   0.99995971  x   0.99960501  =   0.99956473
 DP8162
 DP8162_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWL2019125531(NAD 83)
 DP8162
 DP8162                          SUPERSEDED SURVEY CONTROL
 DP8162
 DP8162.No superseded survey control is available for this station.
 DP8162
 DP8162_MARKER: F = FLANGE-ENCASED ROD
 DP8162_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DP8162_STAMPING: 1301 S 2014
 DP8162_MARK LOGO: MNDT
 DP8162_PROJECTION: RECESSED 3 CENTIMETERS
 DP8162_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DP8162_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DP8162_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP8162+SATELLITE: SATELLITE OBSERVATIONS - May 26, 2015
 DP8162_ROD/PIPE-DEPTH: 5.8 meters
 DP8162
 DP8162  HISTORY     - Date     Condition        Report By
 DP8162  HISTORY     - 20141022 MONUMENTED       MNDT
 DP8162  HISTORY     - 20141026 GOOD             MNDT
 DP8162  HISTORY     - 20150526 GOOD             MNDT
 DP8162
 DP8162                          STATION DESCRIPTION
 DP8162
 DP8162'DESCRIBED BY MN DEPT OF TRANSP 2014
 DP8162'0.35 MILE EAST OF SHAFER, 0.3 MILE EAST ALONG TRUNK HIGHWAY 8 FROM THE
 DP8162'JUNCTION OF TRUNK HIGHWAY 8 AND COUNTY ROAD 21 IN SHAFER, AT TRUNK
 DP8162'HIGHWAY 8 MILEPOINT 16.85, 50.0 FEET NORTH OF TRUNK HIGHWAY 8 FOG
 DP8162'LINE, 13.0 FEET WEST OF ENTRANCE, 1.5 FEET SOUTH OF WITNESS POST.
 DP8162
 DP8162                          STATION RECOVERY (2014)
 DP8162
 DP8162'RECOVERY NOTE BY MN DEPT OF TRANSP 2014 (KMS)
 DP8162'RECOVERED IN GOOD CONDITION.
 DP8162'
 DP8162'NOTE-ADD-THE STATION IS LOCATED ABOUT 12.0 MI (19.3 KM) EAST OF STACY,
 DP8162'9.5 MI (15.3 KM) NORTH-NORTHEAST OF SCANDIA AND 5.2 MI (8.4 KM) EAST
 DP8162'OF LINDSTROM.
 DP8162'
 DP8162'THE STATION STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM
 DP8162'ROD DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION REMOVABLE
 DP8162'DISK SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH
 DP8162'PVC PIPE BACK FILLED WITH WASHED SAND.
 DP8162
 DP8162                          STATION RECOVERY (2015)
 DP8162
 DP8162'RECOVERY NOTE BY MN DEPT OF TRANSP 2015 (TXS)
 DP8162'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DP8163 ***********************************************************************
 DP8163  DESIGNATION -  1301 T
 DP8163  PID         -  DP8163
 DP8163  STATE/COUNTY-  MN/CHISAGO
 DP8163  COUNTRY     -  US
 DP8163  USGS QUAD   -  LINDSTROM (2019)
 DP8163
 DP8163                         *CURRENT SURVEY CONTROL
 DP8163  ______________________________________________________________________
 DP8163* NAD 83(2011) POSITION- 45 22 58.34245(N) 092 47 05.80648(W)   ADJUSTED
 DP8163* NAD 83(2011) ELLIP HT-   258.789 (meters)        (08/10/15)   ADJUSTED
 DP8163* NAD 83(2011) EPOCH   -  2010.00
 DP8163* NAVD 88 ORTHO HEIGHT -   286.328 (meters)      939.39  (feet) ADJUSTED
 DP8163  ______________________________________________________________________
 DP8163  GEOID HEIGHT    -        -27.556 (meters)                     GEOID18
 DP8163  NAD 83(2011) X  -   -218,039.807 (meters)                     COMP
 DP8163  NAD 83(2011) Y  - -4,482,284.275 (meters)                     COMP
 DP8163  NAD 83(2011) Z  -  4,517,519.809 (meters)                     COMP
 DP8163  LAPLACE CORR    -         -0.21  (seconds)                    DEFLEC18
 DP8163  DYNAMIC HEIGHT  -        286.332 (meters)      939.41  (feet) COMP
 DP8163  MODELED GRAVITY -    980,621.5   (mgal)                       NAVD 88
 DP8163
 DP8163  VERT ORDER      -  SECOND    CLASS I
 DP8163
 DP8163  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DP8163  Standards:
 DP8163         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DP8163            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DP8163  -------------------------------------------------------------------
 DP8163  NETWORK    0.62   1.27           0.28   0.22   0.65      0.08509441
 DP8163  -------------------------------------------------------------------
 DP8163  Click here for local accuracies and other accuracy information.
 DP8163
 DP8163.The horizontal coordinates were established by GPS observations
 DP8163.and adjusted by the MN DEPT OF TRANSP in August 2015.
 DP8163
 DP8163.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DP8163.been affixed to the stable North American tectonic plate. See 
 DP8163.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DP8163
 DP8163.The horizontal coordinates are valid at the epoch date displayed above
 DP8163.which is a decimal equivalence of Year/Month/Day.
 DP8163
 DP8163.The orthometric height was determined by differential leveling and
 DP8163.adjusted by the NATIONAL GEODETIC SURVEY
 DP8163.in September 2016.
 DP8163
 DP8163.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP8163.GEOID18 height accuracy estimate available here.
 DP8163
 DP8163.Click photographs - Photos may exist for this station.
 DP8163
 DP8163.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DP8163
 DP8163.The Laplace correction was computed from DEFLEC18 derived deflections.
 DP8163
 DP8163.The ellipsoidal height was determined by GPS observations
 DP8163.and is referenced to NAD 83.
 DP8163
 DP8163.The dynamic height is computed by dividing the NAVD 88
 DP8163.geopotential number by the normal gravity value computed on the
 DP8163.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP8163.degrees latitude (g = 980.6199 gals.).
 DP8163
 DP8163.The modeled gravity was interpolated from observed gravity values.
 DP8163
 DP8163. The following values were computed from the NAD 83(2011) position.
 DP8163
 DP8163;                    North         East     Units Scale Factor Converg.
 DP8163;SPC MN C     -   143,617.161   914,743.146   MT  1.00005884   +1 03 35.3
 DP8163;SPC MN C     -   471,183.97  3,001,119.80   sFT  1.00005884   +1 03 35.3
 DP8163;UTM  15      - 5,025,506.649   516,836.262   MT  0.99960349   +0 09 11.1
 DP8163
 DP8163!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DP8163!SPC MN C     -   0.99995943  x   1.00005884  =   1.00001827
 DP8163!UTM  15      -   0.99995943  x   0.99960349  =   0.99956293
 DP8163
 DP8163_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWL1683625506(NAD 83)
 DP8163
 DP8163                          SUPERSEDED SURVEY CONTROL
 DP8163
 DP8163.No superseded survey control is available for this station.
 DP8163
 DP8163_MARKER: F = FLANGE-ENCASED ROD
 DP8163_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DP8163_STAMPING: 1301 T 2014
 DP8163_MARK LOGO: MNDT
 DP8163_PROJECTION: RECESSED 3 CENTIMETERS
 DP8163_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DP8163_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DP8163_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP8163+SATELLITE: SATELLITE OBSERVATIONS - May 26, 2015
 DP8163_ROD/PIPE-DEPTH: 5.8 meters
 DP8163
 DP8163  HISTORY     - Date     Condition        Report By
 DP8163  HISTORY     - 20141022 MONUMENTED       MNDT
 DP8163  HISTORY     - 20141028 GOOD             MNDT
 DP8163  HISTORY     - 20150526 GOOD             MNDT
 DP8163
 DP8163                          STATION DESCRIPTION
 DP8163
 DP8163'DESCRIBED BY MN DEPT OF TRANSP 2014
 DP8163'1.75 MILES EAST-SOUTHEAST OF CENTER CITY, 1.75 MILES EAST ALONG TRUNK
 DP8163'HIGHWAY 8 FROM THE JUNCTION OF TRUNK HIGHWAY 8 AND COUNTY ROAD 9 IN
 DP8163'CENTER CITY, AT TRUNK HIGHWAY 8 MILEPOINT 14.8, 47.6 FEET NORTH OF
 DP8163'TRUNK HIGHWAY 8 FOG LINE, 29.0 FEET WEST OF FIELD ENTRANCE, 1.05 FEET
 DP8163'SOUTH OF WITNESS POST.
 DP8163
 DP8163                          STATION RECOVERY (2014)
 DP8163
 DP8163'RECOVERY NOTE BY MN DEPT OF TRANSP 2014 (KMS)
 DP8163'RECOVERED IN GOOD CONDITION.
 DP8163'
 DP8163'NOTE-ADD-THE STATION IS LOCATED ABOUT 9.9 MI (15.9 KM) EAST OF STACY,
 DP8163'9.0 MI (14.5 KM) NORTH OF SCANDIA AND 3.1 MI (5.0 KM) EAST OF
 DP8163'LINDSTROM.
 DP8163'
 DP8163'THE STATION STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM
 DP8163'ROD DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION REMOVABLE
 DP8163'DISK SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH
 DP8163'PVC PIPE BACK FILLED WITH WASHED SAND.
 DP8163
 DP8163                          STATION RECOVERY (2015)
 DP8163
 DP8163'RECOVERY NOTE BY MN DEPT OF TRANSP 2015 (JXD)
 DP8163'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DP8164 ***********************************************************************
 DP8164  DESIGNATION -  1301 U
 DP8164  PID         -  DP8164
 DP8164  STATE/COUNTY-  MN/CHISAGO
 DP8164  COUNTRY     -  US
 DP8164  USGS QUAD   -  LINDSTROM (2019)
 DP8164
 DP8164                         *CURRENT SURVEY CONTROL
 DP8164  ______________________________________________________________________
 DP8164* NAD 83(2011) POSITION- 45 23 24.25714(N) 092 49 12.22302(W)   ADJUSTED
 DP8164* NAD 83(2011) ELLIP HT-   249.775 (meters)        (08/10/15)   ADJUSTED
 DP8164* NAD 83(2011) EPOCH   -  2010.00
 DP8164* NAVD 88 ORTHO HEIGHT -   277.328 (meters)      909.87  (feet) ADJUSTED
 DP8164  ______________________________________________________________________
 DP8164  GEOID HEIGHT    -        -27.568 (meters)                     GEOID18
 DP8164  NAD 83(2011) X  -   -220,758.557 (meters)                     COMP
 DP8164  NAD 83(2011) Y  - -4,481,574.628 (meters)                     COMP
 DP8164  NAD 83(2011) Z  -  4,518,075.299 (meters)                     COMP
 DP8164  LAPLACE CORR    -          1.69  (seconds)                    DEFLEC18
 DP8164  DYNAMIC HEIGHT  -        277.331 (meters)      909.88  (feet) COMP
 DP8164  MODELED GRAVITY -    980,617.3   (mgal)                       NAVD 88
 DP8164
 DP8164  VERT ORDER      -  SECOND    CLASS I
 DP8164
 DP8164  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DP8164  Standards:
 DP8164         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DP8164            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DP8164  -------------------------------------------------------------------
 DP8164  NETWORK    0.72   1.45           0.33   0.24   0.74      0.10595369
 DP8164  -------------------------------------------------------------------
 DP8164  Click here for local accuracies and other accuracy information.
 DP8164
 DP8164.The horizontal coordinates were established by GPS observations
 DP8164.and adjusted by the MN DEPT OF TRANSP in August 2015.
 DP8164
 DP8164.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DP8164.been affixed to the stable North American tectonic plate. See 
 DP8164.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DP8164
 DP8164.The horizontal coordinates are valid at the epoch date displayed above
 DP8164.which is a decimal equivalence of Year/Month/Day.
 DP8164
 DP8164.The orthometric height was determined by differential leveling and
 DP8164.adjusted by the NATIONAL GEODETIC SURVEY
 DP8164.in September 2016.
 DP8164
 DP8164.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP8164.GEOID18 height accuracy estimate available here.
 DP8164
 DP8164.Click photographs - Photos may exist for this station.
 DP8164
 DP8164.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DP8164
 DP8164.The Laplace correction was computed from DEFLEC18 derived deflections.
 DP8164
 DP8164.The ellipsoidal height was determined by GPS observations
 DP8164.and is referenced to NAD 83.
 DP8164
 DP8164.The dynamic height is computed by dividing the NAVD 88
 DP8164.geopotential number by the normal gravity value computed on the
 DP8164.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP8164.degrees latitude (g = 980.6199 gals.).
 DP8164
 DP8164.The modeled gravity was interpolated from observed gravity values.
 DP8164
 DP8164. The following values were computed from the NAD 83(2011) position.
 DP8164
 DP8164;                    North         East     Units Scale Factor Converg.
 DP8164;SPC MN C     -   144,366.854   911,978.739   MT  1.00005678   +1 02 03.8
 DP8164;SPC MN C     -   473,643.59  2,992,050.25   sFT  1.00005678   +1 02 03.8
 DP8164;UTM  15      - 5,026,299.623   514,085.314   MT  0.99960244   +0 07 41.2
 DP8164
 DP8164!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DP8164!SPC MN C     -   0.99996084  x   1.00005678  =   1.00001762
 DP8164!UTM  15      -   0.99996084  x   0.99960244  =   0.99956330
 DP8164
 DP8164_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWL1408526299(NAD 83)
 DP8164
 DP8164                          SUPERSEDED SURVEY CONTROL
 DP8164
 DP8164.No superseded survey control is available for this station.
 DP8164
 DP8164_MARKER: F = FLANGE-ENCASED ROD
 DP8164_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DP8164_STAMPING: 1301 U
 DP8164_MARK LOGO: MNDT
 DP8164_PROJECTION: FLUSH
 DP8164_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DP8164_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DP8164_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP8164+SATELLITE: SATELLITE OBSERVATIONS - May 26, 2015
 DP8164_ROD/PIPE-DEPTH: 5.8 meters
 DP8164
 DP8164  HISTORY     - Date     Condition        Report By
 DP8164  HISTORY     - 20141022 MONUMENTED       MNDT
 DP8164  HISTORY     - 20141026 GOOD             MNDT
 DP8164  HISTORY     - 20150526 GOOD             MNDT
 DP8164
 DP8164                          STATION DESCRIPTION
 DP8164
 DP8164'DESCRIBED BY MN DEPT OF TRANSP 2014
 DP8164'IN CENTER CITY, 0.1 MILE WEST ALONG TRUNK HIGHWAY 8 FROM THE JUNCTION
 DP8164'OF TRUNK HIGHWAY 8 AND COUNTY ROAD 9 IN CENTER CITY, AT TRUNK HIGHWAY
 DP8164'8 MILEPOINT 12.95, 22.1 FEET NORTH OF TRUNK HIGHWAY 8 FOG LINE, 14.6
 DP8164'FEET SOUTH OF BIKE PATH, 1.5 FEET SOUTH OF WITNESS POST.
 DP8164
 DP8164                          STATION RECOVERY (2014)
 DP8164
 DP8164'RECOVERY NOTE BY MN DEPT OF TRANSP 2014 (KMS)
 DP8164'RECOVERED IN GOOD CONDITION.
 DP8164'
 DP8164'NOTE-ADD-THE STATION IS LOCATED ABOUT 9.5 MI (15.3 KM) NORTH OF
 DP8164'SCANDIA, 8.2 MI (13.2 KM) EAST OF STACY AND 1.3 MI (2.1 KM) EAST OF
 DP8164'LINDSTROM.
 DP8164'
 DP8164'THE STATION STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM
 DP8164'ROD DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION REMOVABLE
 DP8164'DISK SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH
 DP8164'PVC PIPE BACK FILLED WITH WASHED SAND.
 DP8164
 DP8164                          STATION RECOVERY (2015)
 DP8164
 DP8164'RECOVERY NOTE BY MN DEPT OF TRANSP 2015 (JXD)
 DP8164'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DP8165 ***********************************************************************
 DP8165  DESIGNATION -  1301 V
 DP8165  PID         -  DP8165
 DP8165  STATE/COUNTY-  MN/CHISAGO
 DP8165  COUNTRY     -  US
 DP8165  USGS QUAD   -  LINDSTROM (2019)
 DP8165
 DP8165                         *CURRENT SURVEY CONTROL
 DP8165  ______________________________________________________________________
 DP8165* NAD 83(2011) POSITION- 45 23 28.41784(N) 092 51 15.65558(W)   ADJUSTED
 DP8165* NAD 83(2011) ELLIP HT-   254.788 (meters)        (08/10/15)   ADJUSTED
 DP8165* NAD 83(2011) EPOCH   -  2010.00
 DP8165* NAVD 88 ORTHO HEIGHT -   282.379 (meters)      926.44  (feet) ADJUSTED
 DP8165  ______________________________________________________________________
 DP8165  GEOID HEIGHT    -        -27.602 (meters)                     GEOID18
 DP8165  NAD 83(2011) X  -   -223,435.994 (meters)                     COMP
 DP8165  NAD 83(2011) Y  - -4,481,353.901 (meters)                     COMP
 DP8165  NAD 83(2011) Z  -  4,518,169.077 (meters)                     COMP
 DP8165  LAPLACE CORR    -          3.35  (seconds)                    DEFLEC18
 DP8165  DYNAMIC HEIGHT  -        282.380 (meters)      926.44  (feet) COMP
 DP8165  MODELED GRAVITY -    980,612.2   (mgal)                       NAVD 88
 DP8165
 DP8165  VERT ORDER      -  SECOND    CLASS I
 DP8165
 DP8165  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DP8165  Standards:
 DP8165         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DP8165            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DP8165  -------------------------------------------------------------------
 DP8165  NETWORK    0.62   1.25           0.28   0.22   0.64      0.13037837
 DP8165  -------------------------------------------------------------------
 DP8165  Click here for local accuracies and other accuracy information.
 DP8165
 DP8165.The horizontal coordinates were established by GPS observations
 DP8165.and adjusted by the MN DEPT OF TRANSP in August 2015.
 DP8165
 DP8165.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DP8165.been affixed to the stable North American tectonic plate. See 
 DP8165.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DP8165
 DP8165.The horizontal coordinates are valid at the epoch date displayed above
 DP8165.which is a decimal equivalence of Year/Month/Day.
 DP8165
 DP8165.The orthometric height was determined by differential leveling and
 DP8165.adjusted by the NATIONAL GEODETIC SURVEY
 DP8165.in September 2016.
 DP8165
 DP8165.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP8165.GEOID18 height accuracy estimate available here.
 DP8165
 DP8165.Click photographs - Photos may exist for this station.
 DP8165
 DP8165.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DP8165
 DP8165.The Laplace correction was computed from DEFLEC18 derived deflections.
 DP8165
 DP8165.The ellipsoidal height was determined by GPS observations
 DP8165.and is referenced to NAD 83.
 DP8165
 DP8165.The dynamic height is computed by dividing the NAVD 88
 DP8165.geopotential number by the normal gravity value computed on the
 DP8165.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP8165.degrees latitude (g = 980.6199 gals.).
 DP8165
 DP8165.The modeled gravity was interpolated from observed gravity values.
 DP8165
 DP8165. The following values were computed from the NAD 83(2011) position.
 DP8165
 DP8165;                    North         East     Units Scale Factor Converg.
 DP8165;SPC MN C     -   144,447.398   909,291.749   MT  1.00005645   +1 00 34.6
 DP8165;SPC MN C     -   473,907.84  2,983,234.68   sFT  1.00005645   +1 00 34.6
 DP8165;UTM  15      - 5,026,422.592   511,401.154   MT  0.99960160   +0 06 13.3
 DP8165
 DP8165!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DP8165!SPC MN C     -   0.99996006  x   1.00005645  =   1.00001650
 DP8165!UTM  15      -   0.99996006  x   0.99960160  =   0.99956167
 DP8165
 DP8165_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWL1140126422(NAD 83)
 DP8165
 DP8165                          SUPERSEDED SURVEY CONTROL
 DP8165
 DP8165.No superseded survey control is available for this station.
 DP8165
 DP8165_MARKER: F = FLANGE-ENCASED ROD
 DP8165_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DP8165_STAMPING: 1301 V 2014
 DP8165_MARK LOGO: MNDT
 DP8165_PROJECTION: RECESSED 3 CENTIMETERS
 DP8165_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DP8165_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DP8165_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP8165+SATELLITE: SATELLITE OBSERVATIONS - May 26, 2015
 DP8165_ROD/PIPE-DEPTH: 7.3 meters
 DP8165
 DP8165  HISTORY     - Date     Condition        Report By
 DP8165  HISTORY     - 20141021 MONUMENTED       MNDT
 DP8165  HISTORY     - 20141024 GOOD             MNDT
 DP8165  HISTORY     - 20150526 GOOD             MNDT
 DP8165
 DP8165                          STATION DESCRIPTION
 DP8165
 DP8165'DESCRIBED BY MN DEPT OF TRANSP 2014
 DP8165'IN LINDSTROM, 0.1 MILE EAST ALONG TRUNK HIGHWAY 8 FROM THE JUNCTION OF
 DP8165'TRUNK HIGHWAY 8 AND COUNTY ROAD 14 IN LINDSTROM, AT TRUNK HIGHWAY 8
 DP8165'MILEPOINT 11.25, 28.0 FEET NORTH-NORTHEAST OF TRUNK HIGHWAY 8 FOG
 DP8165'LINE, 6.7 FEET NORTH-NORTHEAST OF BIKE PATH, 1.5 SOUTH-SOUTHWEST OF
 DP8165'WITNESS POST.
 DP8165
 DP8165                          STATION RECOVERY (2014)
 DP8165
 DP8165'RECOVERY NOTE BY MN DEPT OF TRANSP 2014 (KMS)
 DP8165'RECOVERED IN GOOD CONDITION.
 DP8165'
 DP8165'NOTE-ADD-THE STATION IS LOCATED ABOUT 9.8 MI (15.8 KM) NORTH-NORTHWEST
 DP8165'OF SCANDIA, 6.5 MI (10.5 KM) EAST OF STACY AND IN THE TOWN OF
 DP8165'LINDSTROM, MN.
 DP8165'
 DP8165'THE STATION STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM
 DP8165'ROD DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION REMOVABLE
 DP8165'DISK SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH
 DP8165'PVC PIPE BACK FILLED WITH WASHED SAND.
 DP8165
 DP8165                          STATION RECOVERY (2015)
 DP8165
 DP8165'RECOVERY NOTE BY MN DEPT OF TRANSP 2015 (SXS)
 DP8165'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DP8166 ***********************************************************************
 DP8166  DESIGNATION -  1301 W
 DP8166  PID         -  DP8166
 DP8166  STATE/COUNTY-  MN/CHISAGO
 DP8166  COUNTRY     -  US
 DP8166  USGS QUAD   -  LINDSTROM (2019)
 DP8166
 DP8166                         *CURRENT SURVEY CONTROL
 DP8166  ______________________________________________________________________
 DP8166* NAD 83(2011) POSITION- 45 23 02.72172(N) 092 52 07.10987(W)   ADJUSTED
 DP8166* NAD 83(2011) ELLIP HT-   253.232 (meters)        (08/10/15)   ADJUSTED
 DP8166* NAD 83(2011) EPOCH   -  2010.00
 DP8166* NAVD 88 ORTHO HEIGHT -   280.837 (meters)      921.38  (feet) ADJUSTED
 DP8166  ______________________________________________________________________
 DP8166  GEOID HEIGHT    -        -27.616 (meters)                     GEOID18
 DP8166  NAD 83(2011) X  -   -224,582.103 (meters)                     COMP
 DP8166  NAD 83(2011) Y  - -4,481,860.972 (meters)                     COMP
 DP8166  NAD 83(2011) Z  -  4,517,610.814 (meters)                     COMP
 DP8166  LAPLACE CORR    -          3.84  (seconds)                    DEFLEC18
 DP8166  DYNAMIC HEIGHT  -        280.838 (meters)      921.38  (feet) COMP
 DP8166  MODELED GRAVITY -    980,610.2   (mgal)                       NAVD 88
 DP8166
 DP8166  VERT ORDER      -  SECOND    CLASS I
 DP8166
 DP8166  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DP8166  Standards:
 DP8166         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DP8166            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DP8166  -------------------------------------------------------------------
 DP8166  NETWORK    0.61   1.20           0.27   0.22   0.61      0.10794392
 DP8166  -------------------------------------------------------------------
 DP8166  Click here for local accuracies and other accuracy information.
 DP8166
 DP8166.The horizontal coordinates were established by GPS observations
 DP8166.and adjusted by the MN DEPT OF TRANSP in August 2015.
 DP8166
 DP8166.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DP8166.been affixed to the stable North American tectonic plate. See 
 DP8166.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DP8166
 DP8166.The horizontal coordinates are valid at the epoch date displayed above
 DP8166.which is a decimal equivalence of Year/Month/Day.
 DP8166
 DP8166.The orthometric height was determined by differential leveling and
 DP8166.adjusted by the NATIONAL GEODETIC SURVEY
 DP8166.in September 2016.
 DP8166
 DP8166.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP8166.GEOID18 height accuracy estimate available here.
 DP8166
 DP8166.Click photographs - Photos may exist for this station.
 DP8166
 DP8166.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DP8166
 DP8166.The Laplace correction was computed from DEFLEC18 derived deflections.
 DP8166
 DP8166.The ellipsoidal height was determined by GPS observations
 DP8166.and is referenced to NAD 83.
 DP8166
 DP8166.The dynamic height is computed by dividing the NAVD 88
 DP8166.geopotential number by the normal gravity value computed on the
 DP8166.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP8166.degrees latitude (g = 980.6199 gals.).
 DP8166
 DP8166.The modeled gravity was interpolated from observed gravity values.
 DP8166
 DP8166. The following values were computed from the NAD 83(2011) position.
 DP8166
 DP8166;                    North         East     Units Scale Factor Converg.
 DP8166;SPC MN C     -   143,634.560   908,186.442   MT  1.00005849   +0 59 57.3
 DP8166;SPC MN C     -   471,241.05  2,979,608.35   sFT  1.00005849   +0 59 57.3
 DP8166;UTM  15      - 5,025,627.693   510,283.645   MT  0.99960130   +0 05 36.6
 DP8166
 DP8166!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DP8166!SPC MN C     -   0.99996030  x   1.00005849  =   1.00001879
 DP8166!UTM  15      -   0.99996030  x   0.99960130  =   0.99956162
 DP8166
 DP8166_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWL1028325627(NAD 83)
 DP8166
 DP8166                          SUPERSEDED SURVEY CONTROL
 DP8166
 DP8166.No superseded survey control is available for this station.
 DP8166
 DP8166_MARKER: F = FLANGE-ENCASED ROD
 DP8166_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DP8166_STAMPING: 1301 W 2014
 DP8166_MARK LOGO: MNDT
 DP8166_PROJECTION: FLUSH
 DP8166_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DP8166_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DP8166_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP8166+SATELLITE: SATELLITE OBSERVATIONS - May 26, 2015
 DP8166_ROD/PIPE-DEPTH: 8.8 meters
 DP8166
 DP8166  HISTORY     - Date     Condition        Report By
 DP8166  HISTORY     - 20141021 MONUMENTED       MNDT
 DP8166  HISTORY     - 20141024 GOOD             MNDT
 DP8166  HISTORY     - 20150526 GOOD             MNDT
 DP8166
 DP8166                          STATION DESCRIPTION
 DP8166
 DP8166'DESCRIBED BY MN DEPT OF TRANSP 2014
 DP8166'3.0 MILES NORTHEAST OF CHISAGO CITY, 1.3 MILES NORTHEAST ALONG TRUNK
 DP8166'HIGHWAY 8 FROM THE JUNCTION OF TRUNK HIGHWAY 8 AND COUNTY ROAD 24 IN
 DP8166'CHISAGO CITY, AT TRUNK HIGHWAY 8 MILEPOINT 10.25, 48.6 FEET
 DP8166'EAST-SOUTHEAST OF TRUNK HIGHWAY 8, 87.6 FEET NORTH-NORTHEAST OF 302ND
 DP8166'STREET, 1.5 WEST-NORTHWEST OF WITNESS POST.
 DP8166
 DP8166                          STATION RECOVERY (2014)
 DP8166
 DP8166'RECOVERY NOTE BY MN DEPT OF TRANSP 2014 (KMS)
 DP8166'RECOVERED IN GOOD CONDITION.
 DP8166'
 DP8166'NOTE-ADD-THE STATION IS LOCATED ABOUT 9.2 MI (14.8 KM) NORTHEAST OF
 DP8166'FOREST LAKE, 5.9 MI (9.5 KM) EAST OF STACY AND 1.1 MI (1.8 KM)
 DP8166'WEST-SOUTHWEST OF LINDSTROM.
 DP8166'
 DP8166'THE STATION STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM
 DP8166'ROD DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION REMOVABLE
 DP8166'DISK SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH
 DP8166'PVC PIPE BACK FILLED WITH WASHED SAND.
 DP8166
 DP8166                          STATION RECOVERY (2015)
 DP8166
 DP8166'RECOVERY NOTE BY MN DEPT OF TRANSP 2015 (SXS)
 DP8166'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DP8167 ***********************************************************************
 DP8167  DESIGNATION -  1301 X
 DP8167  PID         -  DP8167
 DP8167  STATE/COUNTY-  MN/CHISAGO
 DP8167  COUNTRY     -  US
 DP8167  USGS QUAD   -  STACY (2019)
 DP8167
 DP8167                         *CURRENT SURVEY CONTROL
 DP8167  ______________________________________________________________________
 DP8167* NAD 83(2011) POSITION- 45 22 34.54480(N) 092 52 53.48616(W)   ADJUSTED
 DP8167* NAD 83(2011) ELLIP HT-   253.420 (meters)        (08/10/15)   ADJUSTED
 DP8167* NAD 83(2011) EPOCH   -  2010.00
 DP8167* NAVD 88 ORTHO HEIGHT -   281.034 (meters)      922.03  (feet) ADJUSTED
 DP8167  ______________________________________________________________________
 DP8167  GEOID HEIGHT    -        -27.628 (meters)                     GEOID18
 DP8167  NAD 83(2011) X  -   -225,620.926 (meters)                     COMP
 DP8167  NAD 83(2011) Y  - -4,482,428.902 (meters)                     COMP
 DP8167  NAD 83(2011) Z  -  4,516,999.921 (meters)                     COMP
 DP8167  LAPLACE CORR    -          4.23  (seconds)                    DEFLEC18
 DP8167  DYNAMIC HEIGHT  -        281.034 (meters)      922.03  (feet) COMP
 DP8167  MODELED GRAVITY -    980,608.6   (mgal)                       NAVD 88
 DP8167
 DP8167  VERT ORDER      -  SECOND    CLASS I
 DP8167
 DP8167  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DP8167  Standards:
 DP8167         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DP8167            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DP8167  -------------------------------------------------------------------
 DP8167  NETWORK    0.72   1.47           0.33   0.25   0.75      0.10716415
 DP8167  -------------------------------------------------------------------
 DP8167  Click here for local accuracies and other accuracy information.
 DP8167
 DP8167.The horizontal coordinates were established by GPS observations
 DP8167.and adjusted by the MN DEPT OF TRANSP in August 2015.
 DP8167
 DP8167.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DP8167.been affixed to the stable North American tectonic plate. See 
 DP8167.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DP8167
 DP8167.The horizontal coordinates are valid at the epoch date displayed above
 DP8167.which is a decimal equivalence of Year/Month/Day.
 DP8167
 DP8167.The orthometric height was determined by differential leveling and
 DP8167.adjusted by the NATIONAL GEODETIC SURVEY
 DP8167.in September 2016.
 DP8167
 DP8167.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP8167.GEOID18 height accuracy estimate available here.
 DP8167
 DP8167.Click photographs - Photos may exist for this station.
 DP8167
 DP8167.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DP8167
 DP8167.The Laplace correction was computed from DEFLEC18 derived deflections.
 DP8167
 DP8167.The ellipsoidal height was determined by GPS observations
 DP8167.and is referenced to NAD 83.
 DP8167
 DP8167.The dynamic height is computed by dividing the NAVD 88
 DP8167.geopotential number by the normal gravity value computed on the
 DP8167.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP8167.degrees latitude (g = 980.6199 gals.).
 DP8167
 DP8167.The modeled gravity was interpolated from observed gravity values.
 DP8167
 DP8167. The following values were computed from the NAD 83(2011) position.
 DP8167
 DP8167;                    North         East     Units Scale Factor Converg.
 DP8167;SPC MN C     -   142,747.246   907,192.645   MT  1.00006074   +0 59 23.8
 DP8167;SPC MN C     -   468,329.92  2,976,347.87   sFT  1.00006074   +0 59 23.8
 DP8167;UTM  15      - 5,024,756.597   509,276.409   MT  0.99960106   +0 05 03.6
 DP8167
 DP8167!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DP8167!SPC MN C     -   0.99996027  x   1.00006074  =   1.00002101
 DP8167!UTM  15      -   0.99996027  x   0.99960106  =   0.99956135
 DP8167
 DP8167_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWL0927624756(NAD 83)
 DP8167
 DP8167                          SUPERSEDED SURVEY CONTROL
 DP8167
 DP8167.No superseded survey control is available for this station.
 DP8167
 DP8167_MARKER: F = FLANGE-ENCASED ROD
 DP8167_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DP8167_STAMPING: 1301 X 2014
 DP8167_MARK LOGO: MNDT
 DP8167_PROJECTION: RECESSED 3 CENTIMETERS
 DP8167_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DP8167_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DP8167_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP8167+SATELLITE: SATELLITE OBSERVATIONS - May 26, 2015
 DP8167_ROD/PIPE-DEPTH: 5.8 meters
 DP8167
 DP8167  HISTORY     - Date     Condition        Report By
 DP8167  HISTORY     - 20141021 MONUMENTED       MNDT
 DP8167  HISTORY     - 20141024 GOOD             MNDT
 DP8167  HISTORY     - 20150526 GOOD             MNDT
 DP8167
 DP8167                          STATION DESCRIPTION
 DP8167
 DP8167'DESCRIBED BY MN DEPT OF TRANSP 2014
 DP8167'IN CHISAGO CITY, 0.45 MILE NORTHEAST ALONG TRUNK HIGHWAY 8 FROM THE
 DP8167'JUNCTION OF TRUNK HIGHWAY 8 AND COUNTY ROAD 24 IN CHISAGO CITY, AT
 DP8167'TRUNK HIGHWAY 8 MILEPOINT 9.35, 50.5 FEET SOUTH-SOUTHEAST OF EASTBOUND
 DP8167'TRUNK HIGHWAY 8 FOG LINE , 95.0 FEET EAST-NORTHEAST OF SPORTSMAN
 DP8167'DRIVE, 2.6 FEET NORTH-NORTHWEST OF RIGHT-OF-WAY POST, 2.6 FEET
 DP8167'NORTH-NORTHWEST OF WITNESS POST.
 DP8167
 DP8167                          STATION RECOVERY (2014)
 DP8167
 DP8167'RECOVERY NOTE BY MN DEPT OF TRANSP 2014 (KMS)
 DP8167'RECOVERED IN GOOD CONDITION.
 DP8167'
 DP8167'NOTE-ADD-THE STATION IS LOCATED ABOUT 8.4 MI (13.5 KM) NORTHEAST OF
 DP8167'FOREST LAKE, 5.4 MI (8.7 KM) EAST-SOUTHEAST OF STACY AND 1.9 MI (3.1
 DP8167'KM) WEST-SOUTHWEST OF LINDSTROM.
 DP8167'
 DP8167'THE STATION STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM
 DP8167'ROD DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION REMOVABLE
 DP8167'DISK SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH
 DP8167'PVC PIPE BACK FILLED WITH WASHED SAND.
 DP8167
 DP8167                          STATION RECOVERY (2015)
 DP8167
 DP8167'RECOVERY NOTE BY MN DEPT OF TRANSP 2015 (KXS)
 DP8167'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DH5873 ***********************************************************************
 DH5873  DESIGNATION -  1303 D
 DH5873  PID         -  DH5873
 DH5873  STATE/COUNTY-  MN/BELTRAMI
 DH5873  COUNTRY     -  US
 DH5873  USGS QUAD   -  REDBY (2019)
 DH5873
 DH5873                         *CURRENT SURVEY CONTROL
 DH5873  ______________________________________________________________________
 DH5873* NAD 83(2011) POSITION- 47 46 28.56016(N) 094 56 05.75664(W)   ADJUSTED
 DH5873* NAD 83(2011) ELLIP HT-   385.137 (meters)        (06/27/12)   ADJUSTED
 DH5873* NAD 83(2011) EPOCH   -  2010.00
 DH5873* NAVD 88 ORTHO HEIGHT -   413.181 (meters)     1355.58  (feet) ADJUSTED
 DH5873  ______________________________________________________________________
 DH5873  GEOID HEIGHT    -        -28.031 (meters)                     GEOID18
 DH5873  NAD 83(2011) X  -   -369,437.495 (meters)                     COMP
 DH5873  NAD 83(2011) Y  - -4,278,648.328 (meters)                     COMP
 DH5873  NAD 83(2011) Z  -  4,700,355.319 (meters)                     COMP
 DH5873  LAPLACE CORR    -         -0.84  (seconds)                    DEFLEC18
 DH5873  DYNAMIC HEIGHT  -        413.243 (meters)     1355.78  (feet) COMP
 DH5873  MODELED GRAVITY -    980,749.9   (mgal)                       NAVD 88
 DH5873
 DH5873  VERT ORDER      -  SECOND    CLASS I
 DH5873
 DH5873  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DH5873  Standards:
 DH5873         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DH5873            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DH5873  -------------------------------------------------------------------
 DH5873  NETWORK    0.30   0.41           0.14   0.10   0.21      0.04050989
 DH5873  -------------------------------------------------------------------
 DH5873  Click here for local accuracies and other accuracy information.
 DH5873
 DH5873.The horizontal coordinates were established by GPS observations
 DH5873.and adjusted by the National Geodetic Survey in June 2012.
 DH5873
 DH5873.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DH5873.been affixed to the stable North American tectonic plate. See 
 DH5873.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DH5873
 DH5873.The horizontal coordinates are valid at the epoch date displayed above
 DH5873.which is a decimal equivalence of Year/Month/Day.
 DH5873
 DH5873.The orthometric height was determined by differential leveling and
 DH5873.adjusted by the NATIONAL GEODETIC SURVEY
 DH5873.in October 2007.
 DH5873
 DH5873.Significant digits in the geoid height do not necessarily reflect accuracy.
 DH5873.GEOID18 height accuracy estimate available here.
 DH5873
 DH5873.Click photographs - Photos may exist 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 DEFLEC18 derived deflections.
 DH5873
 DH5873.The ellipsoidal height was determined by GPS observations
 DH5873.and is referenced to NAD 83.
 DH5873
 DH5873.The dynamic height is computed by dividing the NAVD 88
 DH5873.geopotential number by the normal gravity value computed on the
 DH5873.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH5873.degrees latitude (g = 980.6199 gals.).
 DH5873
 DH5873.The modeled gravity was interpolated from observed gravity values.
 DH5873
 DH5873. The following values were computed from the NAD 83(2011) position.
 DH5873
 DH5873;                    North         East     Units Scale Factor Converg.
 DH5873;SPC MN N     -   243,333.396   662,498.319   MT  0.99990338   -1 21 36.3
 DH5873;SPC MN N     -   798,336.32  2,173,546.57   sFT  0.99990338   -1 21 36.3
 DH5873;UTM  15      - 5,293,061.359   355,037.773   MT  0.99985823   -1 25 59.1
 DH5873
 DH5873!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH5873!SPC MN N     -   0.99993964  x   0.99990338  =   0.99984302
 DH5873!UTM  15      -   0.99993964  x   0.99985823  =   0.99979788
 DH5873
 DH5873_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUN5503793061(NAD 83)
 DH5873
 DH5873                          SUPERSEDED SURVEY CONTROL
 DH5873
 DH5873  NAD 83(2007)-  47 46 28.56003(N)    094 56 05.75743(W) AD(2002.00) 1
 DH5873  ELLIP H (12/20/10)  385.171  (m)                       GP(2002.00) 3 1
 DH5873  NAD 83(1996)-  47 46 28.56002(N)    094 56 05.75735(W) AD(       ) 1
 DH5873  ELLIP H (06/16/06)  385.183  (m)                       GP(       ) 3 1
 DH5873  NAVD 88             413.23   (m)         1355.7    (f) LEVELING    3  
 DH5873  NAVD 88 (09/30/05)  413.230  (m)         1355.74   (f) SUPERSEDED  2 1
 DH5873
 DH5873.Superseded values are not recommended for survey control.
 DH5873
 DH5873.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH5873.See file dsdata.pdf to determine how the superseded data were derived.
 DH5873
 DH5873_MARKER: DD = SURVEY DISK
 DH5873_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH5873_STAMPING: 1303 D
 DH5873_MARK LOGO: MN-007
 DH5873_PROJECTION: FLUSH
 DH5873_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 DH5873_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DH5873+STABILITY: SURFACE MOTION
 DH5873_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH5873+SATELLITE: SATELLITE OBSERVATIONS - October 26, 2021
 DH5873
 DH5873  HISTORY     - Date     Condition        Report By
 DH5873  HISTORY     - 2004     MONUMENTED       MN-007
 DH5873  HISTORY     - 20050831 GOOD             MNDT
 DH5873  HISTORY     - 20211026 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
 DH5873
 DH5873                          STATION RECOVERY (2021)
 DH5873
 DH5873'RECOVERY NOTE BY MN DEPT OF TRANSP 2021 (KMS)
 DH5873'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DM4076 ***********************************************************************
 DM4076  DESIGNATION -  1303.1
 DM4076  PID         -  DM4076
 DM4076  STATE/COUNTY-  MN/YELLOW MEDICINE
 DM4076  COUNTRY     -  US
 DM4076  USGS QUAD   -  CANBY (2019)
 DM4076
 DM4076                         *CURRENT SURVEY CONTROL
 DM4076  ______________________________________________________________________
 DM4076* NAD 83(1986) POSITION- 44 43 04.     (N) 096 19 43.     (W)   SCALED
 DM4076* NAVD 88 ORTHO HEIGHT -   397.383 (meters)     1303.75  (feet) ADJUSTED
 DM4076  ______________________________________________________________________
 DM4076  GEOID HEIGHT    -        -25.827 (meters)                     GEOID18
 DM4076  DYNAMIC HEIGHT  -        397.331 (meters)     1303.58  (feet) COMP
 DM4076  MODELED GRAVITY -    980,475.6   (mgal)                       NAVD 88
 DM4076
 DM4076  VERT ORDER      -  SECOND    CLASS I
 DM4076
 DM4076.The horizontal coordinates were scaled from a map and have
 DM4076.an estimated accuracy of +/- 6 seconds.
 DM4076
 DM4076.The orthometric height was determined by differential leveling and
 DM4076.adjusted by the NATIONAL GEODETIC SURVEY
 DM4076.in January 2011.
 DM4076
 DM4076.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM4076.GEOID18 height accuracy estimate available here.
 DM4076
 DM4076.Click photographs - Photos may exist for this station.
 DM4076
 DM4076.The dynamic height is computed by dividing the NAVD 88
 DM4076.geopotential number by the normal gravity value computed on the
 DM4076.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM4076.degrees latitude (g = 980.6199 gals.).
 DM4076
 DM4076.The modeled gravity was interpolated from observed gravity values.
 DM4076
 DM4076;                    North         East    Units  Estimated Accuracy
 DM4076;SPC MN S     -   293,490.      615,540.      MT  (+/- 180 meters Scaled)
 DM4076
 DM4076_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQQ115550(NAD 83)
 DM4076
 DM4076                          SUPERSEDED SURVEY CONTROL
 DM4076
 DM4076.No superseded survey control is available for this station.
 DM4076
 DM4076_MARKER: DB = BENCH MARK DISK
 DM4076_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 DM4076_SP_SET: BOX CULVERT
 DM4076_STAMPING: 13031 1965
 DM4076_MARK LOGO: MNHD
 DM4076_MAGNETIC: N = NO MAGNETIC MATERIAL
 DM4076_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DM4076+STABILITY: SURFACE MOTION
 DM4076_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DM4076+SATELLITE: SATELLITE OBSERVATIONS - September 12, 2006
 DM4076
 DM4076  HISTORY     - Date     Condition        Report By
 DM4076  HISTORY     - 1965     MONUMENTED       MNHD
 DM4076  HISTORY     - 20060912 GOOD             MNDT
 DM4076
 DM4076                          STATION DESCRIPTION
 DM4076
 DM4076'DESCRIBED BY MN DEPT OF TRANSP 2006 (MPP)
 DM4076'THE MARK IS 3.0 MI (4.8 KM) WEST OF CANBY, 2.8 MI (4.5 KM) WEST ALONG
 DM4076'TRUNK HIGHWAY 68 FROM THE JUNCTION OF TRUNK HIGHWAY 15 AND TRUNK
 DM4076'HIGHWAY 68 IN CAMBY AT TRUNK HIGHWAY 68 MILE POINT 6.15, IN SOUTHEAST
 DM4076'CORNER OF TRUNK HIGHWAY 68 HEADWALL BOX CULVERT.
 DM4076'
 DM4076'IT IS 18 FT (5.5 M) SOUTH OF TRUNK HIGHWAY 68, 123 FT (37.5 M) EAST OF
 DM4076'FARM ENTRANCE.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 QO0259 ***********************************************************************
 QO0259  DESIGNATION -  1304 A
 QO0259  PID         -  QO0259
 QO0259  STATE/COUNTY-  MN/CHISAGO
 QO0259  COUNTRY     -  US
 QO0259  USGS QUAD   -  RUSH CITY (2019)
 QO0259
 QO0259                         *CURRENT SURVEY CONTROL
 QO0259  ______________________________________________________________________
 QO0259* NAD 83(1986) POSITION- 45 40 56.77   (N) 092 57 43.38   (W)   HD_HELD1
 QO0259* NAVD 88 ORTHO HEIGHT -   277.015 (meters)      908.84  (feet) ADJUSTED
 QO0259  ______________________________________________________________________
 QO0259  GEOID HEIGHT    -        -27.872 (meters)                     GEOID18
 QO0259  DYNAMIC HEIGHT  -        277.012 (meters)      908.83  (feet) COMP
 QO0259  MODELED GRAVITY -    980,596.5   (mgal)                       NAVD 88
 QO0259
 QO0259  VERT ORDER      -  SECOND    CLASS 0
 QO0259
 QO0259.The horizontal coordinates were determined by differentially corrected
 QO0259.hand held GPS observations or other comparable positioning techniques
 QO0259.and have an estimated accuracy of +/- 3 meters.
 QO0259
 QO0259.The orthometric height was determined by differential leveling and
 QO0259.adjusted by the NATIONAL GEODETIC SURVEY
 QO0259.in June 1991.
 QO0259
 QO0259.Significant digits in the geoid height do not necessarily reflect accuracy.
 QO0259.GEOID18 height accuracy estimate available here.
 QO0259
 QO0259.Click photographs - Photos may exist for this station.
 QO0259
 QO0259.The dynamic height is computed by dividing the NAVD 88
 QO0259.geopotential number by the normal gravity value computed on the
 QO0259.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QO0259.degrees latitude (g = 980.6199 gals.).
 QO0259
 QO0259.The modeled gravity was interpolated from observed gravity values.
 QO0259
 QO0259;                    North         East    Units  Estimated Accuracy
 QO0259;SPC MN C     -   176,666.5     900,332.3     MT  (+/- 3 meters HH1 GPS) 
 QO0259
 QO0259_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWL0295558765(NAD 83)
 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
 QO0259.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QO0259.See file dsdata.pdf to determine how the superseded data were derived.
 QO0259
 QO0259_MARKER: DB = BENCH MARK DISK
 QO0259_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 QO0259_SP_SET: CONCRETE MONUMENT
 QO0259_STAMPING: 1304 A 1968
 QO0259_MARK LOGO: MNHD
 QO0259_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 QO0259_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QO0259+STABILITY: SURFACE MOTION
 QO0259_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 QO0259+SATELLITE: SATELLITE OBSERVATIONS - June 14, 2007
 QO0259
 QO0259  HISTORY     - Date     Condition        Report By
 QO0259  HISTORY     - 1968     MONUMENTED       MNHD
 QO0259  HISTORY     - 1975     GOOD             MNDT
 QO0259  HISTORY     - 20070614 GOOD             MNDT
 QO0259
 QO0259                          STATION DESCRIPTION
 QO0259
 QO0259'DESCRIBED BY MN DEPT OF TRANSP 1975
 QO0259'IN RUSH CITY.
 QO0259'IT IS 0.1 MILE SOUTH OF THE JUNCTION OF TRUNK HIGHWAY 361 (NORTH AND
 QO0259'WEST), COUNTY ROAD 55 (EAST) AND COUNTY ROAD 30 (SOUTH) IN RUSH CITY.
 QO0259'IT IS SET IN THE SOUTHEAST CORNER (WINGWALL) OF A 32 FOOT BY 13 FOOT
 QO0259'BOX CULVERT, BRIDGE NUMBER 2581 (COUNTY ROAD 30 OVER RUSH CREEK).
 QO0259'COUNTY ROAD 30 IS OLD TRUNK HIGHWAY 61.  THE MARK IS ABOUT LEVEL WITH
 QO0259'COUNTY ROAD 30.  NE 1/4, SEC 21, T 37N, R 21W.
 QO0259
 QO0259                          STATION RECOVERY (2007)
 QO0259
 QO0259'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (JJB)
 QO0259'THE MARK IS LOCATED IN RUSH CITY, GO 0.1 MILES SOUTH OF THE JUNCTION
 QO0259'OF COUNTY ROAD 30 (OLD TRUNK HIGHWAY 61) AND TRUNK HIGHWAY 361 WEST
 QO0259'AND COUNTY ROAD 55 EAST, THE MARK IS IN THE SOUTHEAST CORNER OF COUNTY
 QO0259'ROAD 30 BOX CULVERT 2581 OVER RUSH CREEK.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 QO0247 ***********************************************************************
 QO0247  DESIGNATION -  1304 B
 QO0247  PID         -  QO0247
 QO0247  STATE/COUNTY-  MN/CHISAGO
 QO0247  COUNTRY     -  US
 QO0247  USGS QUAD   -  RUSH CITY (2019)
 QO0247
 QO0247                         *CURRENT SURVEY CONTROL
 QO0247  ______________________________________________________________________
 QO0247* NAD 83(1986) POSITION- 45 42 21.66   (N) 092 57 37.51   (W)   HD_HELD1
 QO0247* NAVD 88 ORTHO HEIGHT -   283.131 (meters)      928.91  (feet) ADJUSTED
 QO0247  ______________________________________________________________________
 QO0247  GEOID HEIGHT    -        -27.842 (meters)                     GEOID18
 QO0247  DYNAMIC HEIGHT  -        283.128 (meters)      928.90  (feet) COMP
 QO0247  MODELED GRAVITY -    980,598.3   (mgal)                       NAVD 88
 QO0247
 QO0247  VERT ORDER      -  SECOND    CLASS 0
 QO0247
 QO0247.The horizontal coordinates were determined by differentially corrected
 QO0247.hand held GPS observations or other comparable positioning techniques
 QO0247.and have an estimated accuracy of +/- 3 meters.
 QO0247
 QO0247.The orthometric height was determined by differential leveling and
 QO0247.adjusted by the NATIONAL GEODETIC SURVEY
 QO0247.in June 1991.
 QO0247
 QO0247.Significant digits in the geoid height do not necessarily reflect accuracy.
 QO0247.GEOID18 height accuracy estimate available here.
 QO0247
 QO0247.Click photographs - Photos may exist for this station.
 QO0247
 QO0247.The dynamic height is computed by dividing the NAVD 88
 QO0247.geopotential number by the normal gravity value computed on the
 QO0247.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QO0247.degrees latitude (g = 980.6199 gals.).
 QO0247
 QO0247.The modeled gravity was interpolated from observed gravity values.
 QO0247
 QO0247;                    North         East    Units  Estimated Accuracy
 QO0247;SPC MN C     -   179,289.0     900,416.6     MT  (+/- 3 meters HH1 GPS) 
 QO0247
 QO0247_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWL0308161385(NAD 83)
 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
 QO0247.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QO0247.See file dsdata.pdf to determine how the superseded data were derived.
 QO0247
 QO0247_MARKER: DB = BENCH MARK DISK
 QO0247_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 QO0247_SP_SET: HEADWALL BOX CULVERT
 QO0247_STAMPING: 1304 B 1968
 QO0247_MARK LOGO: MNHD
 QO0247_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 QO0247_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QO0247+STABILITY: SURFACE MOTION
 QO0247_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 QO0247+SATELLITE: SATELLITE OBSERVATIONS - June 14, 2007
 QO0247
 QO0247  HISTORY     - Date     Condition        Report By
 QO0247  HISTORY     - 1968     MONUMENTED       MNHD
 QO0247  HISTORY     - 20070614 GOOD             MNDT
 QO0247
 QO0247                          STATION DESCRIPTION
 QO0247
 QO0247'DESCRIBED BY MN HIGHWAY DEPT 1968
 QO0247'1.4 MI N FROM RUSH CITY.
 QO0247'MARK IS LOCATED IN THE SE1/4, SECTION 9, T37N, R21W ABOUT 1.4 MILES
 QO0247'NORTH OF RUSH CITY ON T.H. 61.  MARK IS A STANDARD MINNESOTA HIGHWAY
 QO0247'DEPARTMENT DISK, STAMPED 1304 B 1968, SET IN THE SOUTHWEST HEADWALL OF
 QO0247'A BOX CULVERT UNDER T.H. 61.
 QO0247
 QO0247                          STATION RECOVERY (2007)
 QO0247
 QO0247'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (BLB)
 QO0247'1.4 MILES NORTH FROM RUSH CITY, THE MARK IS LOCATED 1.0 MILES NORTH OF
 QO0247'RUSH CITY, GO 1.4 MILES NORTH ALONG TRUNK HIGHWAY 361 NORTH FROM THE
 QO0247'JUNCTION OF TRUNK HIGHWAY 361 NORTH-COUNTY ROAD 30 (OLD TRUNK HIGHWAY
 QO0247'61) AND TRUNK HIGHWAY 361 WEST IN RUSH CITY, THE MARK IS IN SOUTHWEST
 QO0247'HEADWALL OF TRUNK HIGHWAY 361 NORTH (OLD TRUNK HIGHWAY 61) BOX
 QO0247'CULVERT.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 QO0177 ***********************************************************************
 QO0177  DESIGNATION -  1305 A
 QO0177  PID         -  QO0177
 QO0177  STATE/COUNTY-  MN/CHISAGO
 QO0177  COUNTRY     -  US
 QO0177  USGS QUAD   -  OSCEOLA (2019)
 QO0177
 QO0177                         *CURRENT SURVEY CONTROL
 QO0177  ______________________________________________________________________
 QO0177* NAD 83(1986) POSITION- 45 22 08.70   (N) 092 42 40.85   (W)   HD_HELD1
 QO0177* NAVD 88 ORTHO HEIGHT -   286.595 (meters)      940.27  (feet) ADJUSTED
 QO0177  ______________________________________________________________________
 QO0177  GEOID HEIGHT    -        -27.624 (meters)                     GEOID18
 QO0177  DYNAMIC HEIGHT  -        286.600 (meters)      940.29  (feet) COMP
 QO0177  MODELED GRAVITY -    980,624.3   (mgal)                       NAVD 88
 QO0177
 QO0177  VERT ORDER      -  SECOND    CLASS I
 QO0177
 QO0177.The horizontal coordinates were determined by differentially corrected
 QO0177.hand held GPS observations or other comparable positioning techniques
 QO0177.and have an estimated accuracy of +/- 3 meters.
 QO0177
 QO0177.The orthometric height was determined by differential leveling and
 QO0177.adjusted by the NATIONAL GEODETIC SURVEY
 QO0177.in June 1991.
 QO0177
 QO0177.Significant digits in the geoid height do not necessarily reflect accuracy.
 QO0177.GEOID18 height accuracy estimate available here.
 QO0177
 QO0177.Click photographs - Photos may exist for this station.
 QO0177
 QO0177.The dynamic height is computed by dividing the NAVD 88
 QO0177.geopotential number by the normal gravity value computed on the
 QO0177.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QO0177.degrees latitude (g = 980.6199 gals.).
 QO0177
 QO0177.The modeled gravity was interpolated from observed gravity values.
 QO0177
 QO0177;                    North         East    Units  Estimated Accuracy
 QO0177;SPC MN C     -   142,194.1     920,536.5     MT  (+/- 3 meters HH1 GPS) 
 QO0177
 QO0177_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWL2260323992(NAD 83)
 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
 QO0177.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QO0177.See file dsdata.pdf to determine how the superseded data were derived.
 QO0177
 QO0177_MARKER: DV = VERTICAL CONTROL DISK
 QO0177_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 QO0177_STAMPING: 1305 A 1975
 QO0177_MARK LOGO: MNHD
 QO0177_PROJECTION: FLUSH
 QO0177_MAGNETIC: I = MARKER IS A STEEL ROD
 QO0177_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QO0177_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 QO0177+SATELLITE: SATELLITE OBSERVATIONS - March 16, 2015
 QO0177_ROD/PIPE-DEPTH: 7.3 meters
 QO0177
 QO0177  HISTORY     - Date     Condition        Report By
 QO0177  HISTORY     - 1975     MONUMENTED       MNHD
 QO0177  HISTORY     - 20070621 GOOD             MNDT
 QO0177  HISTORY     - 20141007 GOOD             MNDT
 QO0177  HISTORY     - 20150316 GOOD             MNDT
 QO0177
 QO0177                          STATION DESCRIPTION
 QO0177
 QO0177'DESCRIBED BY MN HIGHWAY DEPT 1975
 QO0177'2.0 MI SE FROM SHAFER.
 QO0177'THE MARK IS LOCATED 2.2 MILES EAST ALONG T.H. 8 FROM THE JUNCTION OF
 QO0177'T.H. 8 AND COUNTY ROAD 21 AT SHAFER.  THENCE, 0.9 MILES SOUTH ALONG
 QO0177'T.H. 95.  IT IS 70.0 FEET NORTHWEST OF AND LEVEL WITH THE CENTERLINE
 QO0177'OF T.H. 95 AT MILE POINT 79.3, 99.0 FEET SOUTH OF THE SOUTH CORNER OF
 QO0177'A 1-STORY BRICK HOUSE (FIRE NUMBER L-855), 38.0 FEET WEST OF THE
 QO0177'SOUTHWEST END OF A 24 INCH METAL CULVERT UNDER A DRIVEWAY WEST, 6.1
 QO0177'FEET SOUTHEAST OF A FENCE CORNER POST AND 5.9 FEET WEST OF A POWER
 QO0177'POLE (WITH TRANSFORMER).  IT IS A VERTICAL CONTROL MONUMENT DISK
 QO0177'CRIMPED TO 24 FEET OF COPPER CLAD STEEL ROD SET FLUSH WITH THE GROUND,
 QO0177'1.0 FEET SOUTHEAST OF A STEEL WITNESS POST.  SW 1/4 SECTION 3, T 33N,
 QO0177'R 19W.
 QO0177
 QO0177                          STATION RECOVERY (2007)
 QO0177
 QO0177'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (JJB)
 QO0177'2.0 MILES SOUTHEAST OF SHAFER, 2.2 MILES EAST ALONG TRUNK HIGHWAY 8
 QO0177'FROM THE JUNCTION OF TRUNK HIGHWAY 8 AND COUNTY ROAD 21 AT SHAFER, AT
 QO0177'TRUNK HIGHWAY 95 MILEPOINT 79.3, 0.9 MILES SOUTH OF TRUNK HIGHWAY 8,
 QO0177'70 FEET NORTHWEST OF TRUNK HIGHWAY 95, 99 FEET SOUTH OF SOUTH CORNER
 QO0177'OF BRICK HOUSE WITH FIRE NUMBER L-855, 38 FEET WEST OF CULVERT UNDER
 QO0177'DRIVEWAY WEST, 6.1 FEET SOUTHEAST OF FENCE CORNER, 5.9 FEET WEST OF
 QO0177'POWER POLE, 1 FEET SOUTHEAST OF WITNESS POST.
 QO0177
 QO0177                          STATION RECOVERY (2014)
 QO0177
 QO0177'RECOVERY NOTE BY MN DEPT OF TRANSP 2014 (MAS)
 QO0177'RECOVERED IN GOOD CONDITION.
 QO0177'
 QO0177'NOTE-ADD-THE STATION IS LOCATED ABOUT 13.6 MI (21.9 KM) EAST OF STACY,
 QO0177'9.2 MI (14.8 KM) NORTH-NORTHEAST OF SCANDIA AND 6.8 MI (10.9 KM)
 QO0177'EAST-SOUTHEAST OF LINDSTROM.
 QO0177'
 QO0177'2.0 MILES SOUTHEAST OF SHAFER, 2.2 MI (3.5 KM) EAST ALONG TRUNK
 QO0177'HIGHWAY 8 FROM THE JUNCTION OF TRUNK HIGHWAY 8 AND COUNTY ROAD 21 IN
 QO0177'SHAFER TO TRUNK HIGHWAY 95 MILE POINT 79.25, THEN 1.1 MI (1.8 KM)
 QO0177'SOUTH ON TRUNK HIGHWAY 95, 70 FT (21.3 M) NORTHWEST OF TRUNK HIGHWAY
 QO0177'95.
 QO0177
 QO0177                          STATION RECOVERY (2015)
 QO0177
 QO0177'RECOVERY NOTE BY MN DEPT OF TRANSP 2015 (DAS)
 QO0177'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 QO0178 ***********************************************************************
 QO0178  DESIGNATION -  1305 B
 QO0178  PID         -  QO0178
 QO0178  STATE/COUNTY-  MN/CHISAGO
 QO0178  COUNTRY     -  US
 QO0178  USGS QUAD   -  OSCEOLA (2019)
 QO0178
 QO0178                         *CURRENT SURVEY CONTROL
 QO0178  ______________________________________________________________________
 QO0178* NAD 83(1986) POSITION- 45 21 16.83   (N) 092 42 44.23   (W)   HD_HELD1
 QO0178* NAVD 88 ORTHO HEIGHT -   273.215 (meters)      896.37  (feet) ADJUSTED
 QO0178  ______________________________________________________________________
 QO0178  GEOID HEIGHT    -        -27.642 (meters)                     GEOID18
 QO0178  DYNAMIC HEIGHT  -        273.219 (meters)      896.39  (feet) COMP
 QO0178  MODELED GRAVITY -    980,623.1   (mgal)                       NAVD 88
 QO0178
 QO0178  VERT ORDER      -  SECOND    CLASS I
 QO0178
 QO0178.The horizontal coordinates were determined by differentially corrected
 QO0178.hand held GPS observations or other comparable positioning techniques
 QO0178.and have an estimated accuracy of +/- 3 meters.
 QO0178
 QO0178.The orthometric height was determined by differential leveling and
 QO0178.adjusted by the NATIONAL GEODETIC SURVEY
 QO0178.in June 1991.
 QO0178
 QO0178.Significant digits in the geoid height do not necessarily reflect accuracy.
 QO0178.GEOID18 height accuracy estimate available here.
 QO0178
 QO0178.Click photographs - Photos may exist for this station.
 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     -   140,591.5     920,494.0     MT  (+/- 3 meters HH1 GPS) 
 QO0178
 QO0178_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWL2253522391(NAD 83)
 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
 QO0178.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QO0178.See file dsdata.pdf to determine how the superseded data were derived.
 QO0178
 QO0178_MARKER: DV = VERTICAL CONTROL DISK
 QO0178_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 QO0178_STAMPING: 1305 B 1975
 QO0178_MARK LOGO: MNHD
 QO0178_PROJECTION: PROJECTING 5 CENTIMETERS
 QO0178_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 QO0178_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QO0178_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 QO0178+SATELLITE: SATELLITE OBSERVATIONS - March 31, 2014
 QO0178
 QO0178  HISTORY     - Date     Condition        Report By
 QO0178  HISTORY     - 19750401 MONUMENTED       MNHD
 QO0178  HISTORY     - 20070619 MARK NOT FOUND   MNDT
 QO0178  HISTORY     - 20140331 POOR             MNDT
 QO0178
 QO0178                          STATION DESCRIPTION
 QO0178
 QO0178'DESCRIBED BY MN HIGHWAY DEPT 1975
 QO0178'2.6 MI SE FROM SHAFER.
 QO0178'THE MARK IS LOCATED 2.2 MILES EAST ALONG T.H. 8 FROM THE JUNCTION OF
 QO0178'T.H. 8 AND COUNTY ROAD 21 AT SHAFER.  THENCE, 1.9 MILES SOUTH ALONG
 QO0178'T.H. 95.  IT IS 75.0 FEET EAST OF, AND 5 FEET LOWER THEN THE
 QO0178'CENTERLINE OF T.H. 95 AT MILEPOINT 80.3, 30.9 FEET NORTH OF A FENCE
 QO0178'CORNER POST (WOOD), 40 FEET NORTH OF THE CENTER OF A FIELD ENTRANCE
 QO0178'EAST, 8.7 FEET SOUTH OF A RIGHT-OF-WAY MARKER (1449+95) AND 8.0 FEET
 QO0178'SOUTH OF A RIGHT-OF-WAY MONUMENT.  IT IS A VERTICAL CONTROL MONUMENT
 QO0178'DISK CRIMPED TO 63 FEET OF COPPER-CLAD STEEL ROD PROJECTING 2 INCHES
 QO0178'ABOVE GROUND, 1.0 FEET SOUTHEAST OF A STEEL WITNESS POST.  NW 1/4
 QO0178'SECTION 15, T 33N, R 19W.
 QO0178
 QO0178                          STATION RECOVERY (2007)
 QO0178
 QO0178'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (BLB)
 QO0178'2.6 MILES SOUTHEAST OF SHAFER, 2.2 MILES EAST ALONG TRUNK HIGHWAY 8
 QO0178'FROM THE JUNCTION OF TRUNK HIGHWAY 8 AND COUNTY ROAD 21 AT SHAFER, AT
 QO0178'TRUNK HIGHWAY 95 MILEPOINT 80.3, 1.9 MILES SOUTH OF TRUNK HIGHWAY 8,
 QO0178'75 FEET EAST OF TRUNK HIGHWAY 95.
 QO0178
 QO0178                          STATION RECOVERY (2014)
 QO0178
 QO0178'RECOVERY NOTE BY MN DEPT OF TRANSP 2014 (MPP)
 QO0178'2.6 MI (4.2 KM) SOUTHEAST OF SHAFER, 2.2 MI (3.5 KM) EAST ALONG TRUNK
 QO0178'HIGHWAY 8 FROM THE JUNCTION OF TRUNK HIGHWAY 8 AND COUNTY ROAD 21 IN
 QO0178'SHAFER, THEN 1.85 MI (3.0 KM) SOUTH ALONG TRUNK HIGHWAY 95, TO TRUNK
 QO0178'HIGHWAY 95 MILE POINT 80.25, 76.0 FT (23.2 M) EAST OF TRUNK HIGHWAY
 QO0178'95, 35.0 FT (10.7 M) NORTH OF DRIVEWAY TO GRAVEL PIT, 2.5 FT (0.8 M)
 QO0178'SOUTH OF POWER POLE WITH GUY WIRE, 1.0 FT (0.3 M) WEST OF A WITNESS
 QO0178'POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 QO0181 ***********************************************************************
 QO0181  DESIGNATION -  1305 E
 QO0181  PID         -  QO0181
 QO0181  STATE/COUNTY-  MN/CHISAGO
 QO0181  COUNTRY     -  US
 QO0181  USGS QUAD   -  OSCEOLA (2019)
 QO0181
 QO0181                         *CURRENT SURVEY CONTROL
 QO0181  ______________________________________________________________________
 QO0181* NAD 83(1986) POSITION- 45 19 05.3    (N) 092 44 21.6    (W)   HD_HELD2
 QO0181* NAVD 88 ORTHO HEIGHT -   273.904 (meters)      898.63  (feet) ADJUSTED
 QO0181  ______________________________________________________________________
 QO0181  GEOID HEIGHT    -        -27.640 (meters)                     GEOID18
 QO0181  DYNAMIC HEIGHT  -        273.907 (meters)      898.64  (feet) COMP
 QO0181  MODELED GRAVITY -    980,619.9   (mgal)                       NAVD 88
 QO0181
 QO0181  VERT ORDER      -  SECOND    CLASS I
 QO0181
 QO0181.The horizontal coordinates were established by autonomous hand held GPS
 QO0181.observations and have an estimated accuracy of +/- 10 meters.
 QO0181
 QO0181.The orthometric height was determined by differential leveling and
 QO0181.adjusted by the NATIONAL GEODETIC SURVEY
 QO0181.in June 1991.
 QO0181
 QO0181.Significant digits in the geoid height do not necessarily reflect accuracy.
 QO0181.GEOID18 height accuracy estimate available here.
 QO0181
 QO0181.Click photographs - Photos may exist for this station.
 QO0181
 QO0181.The dynamic height is computed by dividing the NAVD 88
 QO0181.geopotential number by the normal gravity value computed on the
 QO0181.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QO0181.degrees latitude (g = 980.6199 gals.).
 QO0181
 QO0181.The modeled gravity was interpolated from observed gravity values.
 QO0181
 QO0181;                    North         East    Units  Estimated Accuracy
 QO0181;SPC MN C     -   136,491.      918,452.      MT  (+/- 10 meters HH2 GPS)
 QO0181
 QO0181_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWL2043018325(NAD 83)
 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
 QO0181.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QO0181.See file dsdata.pdf to determine how the superseded data were derived.
 QO0181
 QO0181_MARKER: DV = VERTICAL CONTROL DISK
 QO0181_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 QO0181_STAMPING: 1305 E 1975
 QO0181_MARK LOGO: MNHD
 QO0181_PROJECTION: FLUSH
 QO0181_MAGNETIC: I = MARKER IS A STEEL ROD
 QO0181_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QO0181_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 QO0181+SATELLITE: SATELLITE OBSERVATIONS - March 16, 2015
 QO0181_ROD/PIPE-DEPTH: 9.8 meters
 QO0181
 QO0181  HISTORY     - Date     Condition        Report By
 QO0181  HISTORY     - 1975     MONUMENTED       MNHD
 QO0181  HISTORY     - 20070620 GOOD             MNDT
 QO0181  HISTORY     - 20150316 GOOD             MNDT
 QO0181
 QO0181                          STATION DESCRIPTION
 QO0181
 QO0181'DESCRIBED BY MN HIGHWAY DEPT 1975
 QO0181'4.6 MI S FROM SHAFER.
 QO0181'THE MARK IS LOCATED 2.2 MILES EAST ALONG T.H. 8 FROM THE JUNCTION OF
 QO0181'T.H. 8 AND COUNTY ROAD 21 IN SHAFER.  THENCE, 5.3 MILES SOUTH ALONG
 QO0181'T.H. 95 AND 0.6 MILES SOUTHWEST OF T.H. 243.  IT IS 53.8 FEET
 QO0181'NORTHWEST OF, AND 3 FEET LOWER THAN THE CENTERLINE OF T.H. 95 AT
 QO0181'MILEPOINT 83.5 (STATION 1257+75) OPPOSITE A TOWNSHIP ROAD (T) EAST,
 QO0181'AND 19.6 FEET NORTHEAST OF A 30 INCH ELM TREE.  IT IS A VERTICAL
 QO0181'CONTROL MONUMENT DISK CRIMPED TO 32 FEET OF COPPER-CLAD STEEL ROD SET
 QO0181'FLUSH WITH THE GROUND, 1.4 FEET NORTHEAST OF A STEEL WITNESS POST. NE
 QO0181'1/4 SECTION 29, T 33N, R 19W.
 QO0181
 QO0181                          STATION RECOVERY (2007)
 QO0181
 QO0181'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (BLB)
 QO0181'4.6 MILES SOUTH FROM SHAFER, 2.2 MILES EAST ALONG TRUNK HIGHWAY 8 FROM
 QO0181'THE JUNCTION OF TRUNK HIGHWAY 8 AND COUNTY ROAD 21 IN SHAFER, THENCE,
 QO0181'5.3 MILES SOUTH ALONG TRUNK HIGHWAY 95 OF SHAFER, AT TRUNK HIGHWAY 95
 QO0181'MILEPOINT 83.5, 0.6 MILES SOUTHWEST OF TRUNK HIGHWAY 243, 53.8 FEET
 QO0181'NORTHWEST OF TRUNK HIGHWAY 95, 48.4 FEET SOUTH OF NORTH LEG OF NO
 QO0181'PASSING SIGN, OPPOSITE TEE ROAD EAST, 1.4 FEET NORTHEAST OF WITNESS
 QO0181'POST.
 QO0181
 QO0181                          STATION RECOVERY (2015)
 QO0181
 QO0181'RECOVERY NOTE BY MN DEPT OF TRANSP 2015 (DAS)
 QO0181'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 QO0182 ***********************************************************************
 QO0182  DESIGNATION -  1305 F
 QO0182  PID         -  QO0182
 QO0182  STATE/COUNTY-  MN/CHISAGO
 QO0182  COUNTRY     -  US
 QO0182  USGS QUAD   -  OSCEOLA (2019)
 QO0182
 QO0182                         *CURRENT SURVEY CONTROL
 QO0182  ______________________________________________________________________
 QO0182* NAD 83(1986) POSITION- 45 18 41.6    (N) 092 44 49.4    (W)   HD_HELD2
 QO0182* NAVD 88 ORTHO HEIGHT -   267.276 (meters)      876.89  (feet) ADJUSTED
 QO0182  ______________________________________________________________________
 QO0182  GEOID HEIGHT    -        -27.634 (meters)                     GEOID18
 QO0182  DYNAMIC HEIGHT  -        267.279 (meters)      876.90  (feet) COMP
 QO0182  MODELED GRAVITY -    980,619.1   (mgal)                       NAVD 88
 QO0182
 QO0182  VERT ORDER      -  SECOND    CLASS I
 QO0182
 QO0182.The horizontal coordinates were established by autonomous hand held GPS
 QO0182.observations and have an estimated accuracy of +/- 10 meters.
 QO0182
 QO0182.The orthometric height was determined by differential leveling and
 QO0182.adjusted by the NATIONAL GEODETIC SURVEY
 QO0182.in September 2016.
 QO0182
 QO0182.Significant digits in the geoid height do not necessarily reflect accuracy.
 QO0182.GEOID18 height accuracy estimate available here.
 QO0182
 QO0182.Click photographs - Photos may exist for this station.
 QO0182
 QO0182.The dynamic height is computed by dividing the NAVD 88
 QO0182.geopotential number by the normal gravity value computed on the
 QO0182.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QO0182.degrees latitude (g = 980.6199 gals.).
 QO0182
 QO0182.The modeled gravity was interpolated from observed gravity values.
 QO0182
 QO0182;                    North         East    Units  Estimated Accuracy
 QO0182;SPC MN C     -   135,748.      917,861.      MT  (+/- 10 meters HH2 GPS)
 QO0182
 QO0182_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWL1982717592(NAD 83)
 QO0182
 QO0182                          SUPERSEDED SURVEY CONTROL
 QO0182
 QO0182  NAVD 88 (06/15/91)  267.274  (m)          876.88   (f) SUPERSEDED  2 1
 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
 QO0182.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QO0182.See file dsdata.pdf to determine how the superseded data were derived.
 QO0182
 QO0182_MARKER: DV = VERTICAL CONTROL DISK
 QO0182_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 QO0182_SP_SET: BOX CULVERT
 QO0182_STAMPING: 1305 F 1975
 QO0182_MARK LOGO: MNHD
 QO0182_MAGNETIC: N = NO MAGNETIC MATERIAL
 QO0182_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QO0182+STABILITY: SURFACE MOTION
 QO0182_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 QO0182+SATELLITE: SATELLITE OBSERVATIONS - March 11, 2015
 QO0182
 QO0182  HISTORY     - Date     Condition        Report By
 QO0182  HISTORY     - 1975     MONUMENTED       MNHD
 QO0182  HISTORY     - 20070620 GOOD             MNDT
 QO0182  HISTORY     - 20150311 GOOD             MNDT
 QO0182
 QO0182                          STATION DESCRIPTION
 QO0182
 QO0182'DESCRIBED BY MN HIGHWAY DEPT 1975
 QO0182'5.0 MI S FROM SHAFER.
 QO0182'THE MARK IS LOCATED 2.2 MILES EAST ALONG T.H. 8 FROM THE JUNCTION OF
 QO0182'T.H. 8 AND COUNTY ROAD 21 IN SHAFER.  THENCE, 5.8 MILES SOUTH ALONG
 QO0182'T.H. 95.  IT IS ALSO, 1.6 MILES EAST ALONG T.H. 97 FROM THE JUNCTION
 QO0182'OF T.H. 97 AND COUNTY ROAD 3 IN SCANDIA, WASHINGTON COUNTY.  THENCE,
 QO0182'4.6 MILES NORTH ALONG T.H. 95.  IT IS 78 FEET SOUTH OF T.H. 95
 QO0182'MILEPOST NUMBER 84, 27.4 FEET SOUTHEAST OF, AND 3 FEET LOWER THAN THE
 QO0182'CENTERLINE OF T.H. 95.  IT IS A VERTICAL CONTROL MONUMENT DISK
 QO0182'CEMENTED IN THE SOUTH END OF THE SOUTHEAST HEADWALL OF A 6 BY 8 FOOT
 QO0182'CONCRETE BOX CULVERT UNDER T.H. 95.  SW 1/4 SECTION 29, T 33N, R 19W.
 QO0182
 QO0182                          STATION RECOVERY (2007)
 QO0182
 QO0182'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (BLB)
 QO0182'5 MILES SOUTH OF SHAFER, 2.2 MILES EAST ALONG TRUNK HIGHWAY 8 FROM THE
 QO0182'JUNCTION OF TRUNK HIGHWAY 8 AND COUNTY ROAD 21 IN SHAFER, 5.8 MILES
 QO0182'SOUTH ALONG TRUNK HIGHWAY 95, 1.6 MILES EAST ALONG TRUNK HIGHWAY 97
 QO0182'FROM THE JUNCTION OF TRUNK HIGHWAY 97 AND COUNTY ROAD 3 IN SCANDIA,
 QO0182'WASHINGTON COUNTY, 4.6 MILES NORTH ALONG TRUNK HIGHWAY 95, 78 FEET
 QO0182'SOUTH OF TRUNK HIGHWAY 95 MILEPOST 84, 27.4 FEET SOUTHEAST OF TRUNK
 QO0182'HIGHWAY 95, IN SOUTHEAST CORNER OF TRUNK HIGHWAY 95 BOX CULVERT.
 QO0182
 QO0182                          STATION RECOVERY (2015)
 QO0182
 QO0182'RECOVERY NOTE BY MN DEPT OF TRANSP 2015 (DAS)
 QO0182'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 QO0183 ***********************************************************************
 QO0183  DESIGNATION -  1305 G
 QO0183  PID         -  QO0183
 QO0183  STATE/COUNTY-  MN/CHISAGO
 QO0183  COUNTRY     -  US
 QO0183  USGS QUAD   -  SCANDIA (2019)
 QO0183
 QO0183                         *CURRENT SURVEY CONTROL
 QO0183  ______________________________________________________________________
 QO0183* NAD 83(1986) POSITION- 45 18 20.7    (N) 092 45 43.8    (W)   HD_HELD2
 QO0183* NAVD 88 ORTHO HEIGHT -   262.372 (meters)      860.80  (feet) ADJUSTED
 QO0183  ______________________________________________________________________
 QO0183  GEOID HEIGHT    -        -27.612 (meters)                     GEOID18
 QO0183  DYNAMIC HEIGHT  -        262.375 (meters)      860.81  (feet) COMP
 QO0183  MODELED GRAVITY -    980,618.6   (mgal)                       NAVD 88
 QO0183
 QO0183  VERT ORDER      -  SECOND    CLASS I
 QO0183
 QO0183.The horizontal coordinates were established by autonomous hand held GPS
 QO0183.observations and have an estimated accuracy of +/- 10 meters.
 QO0183
 QO0183.The orthometric height was determined by differential leveling and
 QO0183.adjusted by the NATIONAL GEODETIC SURVEY
 QO0183.in September 2016.
 QO0183
 QO0183.Significant digits in the geoid height do not necessarily reflect accuracy.
 QO0183.GEOID18 height accuracy estimate available here.
 QO0183
 QO0183.Click photographs - Photos may exist for this station.
 QO0183
 QO0183.The dynamic height is computed by dividing the NAVD 88
 QO0183.geopotential number by the normal gravity value computed on the
 QO0183.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QO0183.degrees latitude (g = 980.6199 gals.).
 QO0183
 QO0183.The modeled gravity was interpolated from observed gravity values.
 QO0183
 QO0183;                    North         East    Units  Estimated Accuracy
 QO0183;SPC MN C     -   135,080.      916,688.      MT  (+/- 10 meters HH2 GPS)
 QO0183
 QO0183_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWL1864416943(NAD 83)
 QO0183
 QO0183                          SUPERSEDED SURVEY CONTROL
 QO0183
 QO0183  NAVD 88 (06/15/91)  262.369  (m)          860.79   (f) SUPERSEDED  2 1
 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
 QO0183.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QO0183.See file dsdata.pdf to determine how the superseded data were derived.
 QO0183
 QO0183_MARKER: DV = VERTICAL CONTROL DISK
 QO0183_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 QO0183_SP_SET: CULVERT
 QO0183_STAMPING: 1305 G 1975
 QO0183_MARK LOGO: MNHD
 QO0183_MAGNETIC: N = NO MAGNETIC MATERIAL
 QO0183_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QO0183+STABILITY: SURFACE MOTION
 QO0183_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 QO0183+SATELLITE: SATELLITE OBSERVATIONS - March 16, 2015
 QO0183
 QO0183  HISTORY     - Date     Condition        Report By
 QO0183  HISTORY     - 1975     MONUMENTED       MNHD
 QO0183  HISTORY     - 20070620 GOOD             MNDT
 QO0183  HISTORY     - 20150316 GOOD             MNDT
 QO0183
 QO0183                          STATION DESCRIPTION
 QO0183
 QO0183'DESCRIBED BY MN HIGHWAY DEPT 1975
 QO0183'4.0 MI NE FROM SCANDIA.
 QO0183'THE MARK IS LOCATED 1.6 MILES EAST ALONG T.H. 97 FROM THE JUNCTION OF
 QO0183'T.H. 97 AND COUNTY ROAD 3 IN SCANDIA.  THENCE, 4.15 MILES NORTH ALONG
 QO0183'T.H. 95 (0.8 MILES NORTH OF THE WASHINGTON-CHISAGO COUNTY LINE).  IT
 QO0183'IS 22.8 FEET EAST OF, AND 3 FEET LOWER THAN THE CENTERLINE OF T.H. 95
 QO0183'AT MILEPOINT 84.85.  IT IS A VERTICAL CONTROL MONUMENT DISK CEMENTED
 QO0183'IN THE SOUTH END OF THE EAST HEADWALL OF A 6 BY 8 FOOT CONCRETE BOX
 QO0183'CULVERT (CATTLE PASS) UNDER T.H. 95.  NE 1/4 SECTION 31, T 33N, R 19W.
 QO0183
 QO0183                          STATION RECOVERY (2007)
 QO0183
 QO0183'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (BLB)
 QO0183'4 MILES NORTHEAST OF SCANDIA, AT TRUNK HIGHWAY 95 MILEPOINT 84.85, 1.6
 QO0183'MILES EAST ALONG TRUNK HIGHWAY 97 FROM THE JUNCTION OF TRUNK HIGHWAY
 QO0183'97 AND COUNTY ROAD 3 IN SCANDIA, 4.15 MILES NORTH ALONG TRUNK HIGHWAY
 QO0183'95, 0.8 MILES NORTH OF COUNTY LINE, 22.8 FEET EAST OF TRUNK HIGHWAY
 QO0183'95, IN SOUTHEAST CORNER OF TRUNK HIGHWAY 95 CATTLE PASS.
 QO0183
 QO0183                          STATION RECOVERY (2015)
 QO0183
 QO0183'RECOVERY NOTE BY MN DEPT OF TRANSP 2015 (DAS)
 QO0183'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DP8884 ***********************************************************************
 DP8884  DESIGNATION -  1305 H
 DP8884  PID         -  DP8884
 DP8884  STATE/COUNTY-  MN/CHISAGO
 DP8884  COUNTRY     -  US
 DP8884  USGS QUAD   -  SCANDIA (2019)
 DP8884
 DP8884                         *CURRENT SURVEY CONTROL
 DP8884  ______________________________________________________________________
 DP8884* NAD 83(2011) POSITION- 45 18 12.89962(N) 092 45 50.37620(W)   ADJUSTED
 DP8884* NAD 83(2011) ELLIP HT-   238.344 (meters)        (09/21/15)   ADJUSTED
 DP8884* NAD 83(2011) EPOCH   -  2010.00
 DP8884* NAVD 88 ORTHO HEIGHT -   265.959 (meters)      872.57  (feet) ADJUSTED
 DP8884  ______________________________________________________________________
 DP8884  GEOID HEIGHT    -        -27.611 (meters)                     GEOID18
 DP8884  NAD 83(2011) X  -   -216,702.229 (meters)                     COMP
 DP8884  NAD 83(2011) Y  - -4,488,610.646 (meters)                     COMP
 DP8884  NAD 83(2011) Z  -  4,511,311.343 (meters)                     COMP
 DP8884  LAPLACE CORR    -         -5.09  (seconds)                    DEFLEC18
 DP8884  DYNAMIC HEIGHT  -        265.961 (meters)      872.57  (feet) COMP
 DP8884  MODELED GRAVITY -    980,618.0   (mgal)                       NAVD 88
 DP8884
 DP8884  VERT ORDER      -  SECOND    CLASS I
 DP8884
 DP8884  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DP8884  Standards:
 DP8884         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DP8884            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DP8884  -------------------------------------------------------------------
 DP8884  NETWORK    0.72   1.72           0.32   0.26   0.88      0.05918669
 DP8884  -------------------------------------------------------------------
 DP8884  Click here for local accuracies and other accuracy information.
 DP8884
 DP8884.The horizontal coordinates were established by GPS observations
 DP8884.and adjusted by the MN DEPT OF TRANSP in September 2015.
 DP8884
 DP8884.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DP8884.been affixed to the stable North American tectonic plate. See 
 DP8884.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DP8884
 DP8884.The horizontal coordinates are valid at the epoch date displayed above
 DP8884.which is a decimal equivalence of Year/Month/Day.
 DP8884
 DP8884.The orthometric height was determined by differential leveling and
 DP8884.adjusted by the NATIONAL GEODETIC SURVEY
 DP8884.in September 2016.
 DP8884
 DP8884.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP8884.GEOID18 height accuracy estimate available here.
 DP8884
 DP8884.Click photographs - Photos may exist for this station.
 DP8884
 DP8884.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DP8884
 DP8884.The Laplace correction was computed from DEFLEC18 derived deflections.
 DP8884
 DP8884.The ellipsoidal height was determined by GPS observations
 DP8884.and is referenced to NAD 83.
 DP8884
 DP8884.The dynamic height is computed by dividing the NAVD 88
 DP8884.geopotential number by the normal gravity value computed on the
 DP8884.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP8884.degrees latitude (g = 980.6199 gals.).
 DP8884
 DP8884.The modeled gravity was interpolated from observed gravity values.
 DP8884
 DP8884. The following values were computed from the NAD 83(2011) position.
 DP8884
 DP8884;                    North         East     Units Scale Factor Converg.
 DP8884;SPC MN C     -   134,836.528   916,549.316   MT  1.00008250   +1 04 29.9
 DP8884;SPC MN C     -   442,376.18  3,007,045.55   sFT  1.00008250   +1 04 29.9
 DP8884;UTM  15      - 5,016,702.637   518,502.442   MT  0.99960421   +0 10 04.0
 DP8884
 DP8884!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DP8884!SPC MN C     -   0.99996263  x   1.00008250  =   1.00004513
 DP8884!UTM  15      -   0.99996263  x   0.99960421  =   0.99956686
 DP8884
 DP8884_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWL1850216702(NAD 83)
 DP8884
 DP8884                          SUPERSEDED SURVEY CONTROL
 DP8884
 DP8884.No superseded survey control is available for this station.
 DP8884
 DP8884_MARKER: I = METAL ROD
 DP8884_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DP8884_STAMPING: 1305 H 2015
 DP8884_MARK LOGO: MNDT
 DP8884_PROJECTION: RECESSED 5 CENTIMETERS
 DP8884_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DP8884_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DP8884_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP8884+SATELLITE: SATELLITE OBSERVATIONS - April 21, 2015
 DP8884_ROD/PIPE-DEPTH: 5.5 meters
 DP8884
 DP8884  HISTORY     - Date     Condition        Report By
 DP8884  HISTORY     - 20150421 MONUMENTED       MNDT
 DP8884
 DP8884                          STATION DESCRIPTION
 DP8884
 DP8884'DESCRIBED BY MN DEPT OF TRANSP 2015
 DP8884'8.5 MILES SOUTHWEST OF TAYLOR FALLS, 6.75 MILES SOUTH-SOUTHWEST ALONG
 DP8884'TRUNK HIGHWAY 95 FROM SOUTH JUNCTION OF TRUNK HIGHWAY 95 AND TRUNK
 DP8884'HIGHWAY 8 (JUNCTION IS 3.2 MILES SOUTHWEST OF TAYLORS FALLS), AT TRUNK
 DP8884'HIGHWAY 95 MILEPOINT 85.1, 34.9 FEET EAST OF TRUNK HIGHWAY 95, 15.0
 DP8884'FEET SOUTH OF FIELD ENTRANCE, 0.05 MILE NORTH OF 244TH ROAD, 1.5 FEET
 DP8884'NORTH OF WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DP8885 ***********************************************************************
 DP8885  DESIGNATION -  1305 J
 DP8885  PID         -  DP8885
 DP8885  STATE/COUNTY-  MN/CHISAGO
 DP8885  COUNTRY     -  US
 DP8885  USGS QUAD   -  OSCEOLA (2019)
 DP8885
 DP8885                         *CURRENT SURVEY CONTROL
 DP8885  ______________________________________________________________________
 DP8885* NAD 83(2011) POSITION- 45 19 19.37348(N) 092 43 55.18631(W)   ADJUSTED
 DP8885* NAD 83(2011) ELLIP HT-   243.447 (meters)        (09/21/15)   ADJUSTED
 DP8885* NAD 83(2011) EPOCH   -  2010.00
 DP8885* NAVD 88 ORTHO HEIGHT -   271.092 (meters)      889.41  (feet) ADJUSTED
 DP8885  ______________________________________________________________________
 DP8885  GEOID HEIGHT    -        -27.649 (meters)                     GEOID18
 DP8885  NAD 83(2011) X  -   -214,126.129 (meters)                     COMP
 DP8885  NAD 83(2011) Y  - -4,487,277.157 (meters)                     COMP
 DP8885  NAD 83(2011) Z  -  4,512,758.176 (meters)                     COMP
 DP8885  LAPLACE CORR    -         -5.69  (seconds)                    DEFLEC18
 DP8885  DYNAMIC HEIGHT  -        271.095 (meters)      889.42  (feet) COMP
 DP8885  MODELED GRAVITY -    980,620.1   (mgal)                       NAVD 88
 DP8885
 DP8885  VERT ORDER      -  SECOND    CLASS I
 DP8885
 DP8885  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DP8885  Standards:
 DP8885         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DP8885            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DP8885  -------------------------------------------------------------------
 DP8885  NETWORK    0.67   1.61           0.29   0.26   0.82      0.06644525
 DP8885  -------------------------------------------------------------------
 DP8885  Click here for local accuracies and other accuracy information.
 DP8885
 DP8885.The horizontal coordinates were established by GPS observations
 DP8885.and adjusted by the MN DEPT OF TRANSP in September 2015.
 DP8885
 DP8885.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DP8885.been affixed to the stable North American tectonic plate. See 
 DP8885.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DP8885
 DP8885.The horizontal coordinates are valid at the epoch date displayed above
 DP8885.which is a decimal equivalence of Year/Month/Day.
 DP8885
 DP8885.The orthometric height was determined by differential leveling and
 DP8885.adjusted by the NATIONAL GEODETIC SURVEY
 DP8885.in September 2016.
 DP8885
 DP8885.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP8885.GEOID18 height accuracy estimate available here.
 DP8885
 DP8885.Click photographs - Photos may exist for this station.
 DP8885
 DP8885.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DP8885
 DP8885.The Laplace correction was computed from DEFLEC18 derived deflections.
 DP8885
 DP8885.The ellipsoidal height was determined by GPS observations
 DP8885.and is referenced to NAD 83.
 DP8885
 DP8885.The dynamic height is computed by dividing the NAVD 88
 DP8885.geopotential number by the normal gravity value computed on the
 DP8885.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP8885.degrees latitude (g = 980.6199 gals.).
 DP8885
 DP8885.The modeled gravity was interpolated from observed gravity values.
 DP8885
 DP8885. The following values were computed from the NAD 83(2011) position.
 DP8885
 DP8885;                    North         East     Units Scale Factor Converg.
 DP8885;SPC MN C     -   136,936.062   919,019.259   MT  1.00007682   +1 05 53.2
 DP8885;SPC MN C     -   449,264.40  3,015,149.02   sFT  1.00007682   +1 05 53.2
 DP8885;UTM  15      - 5,018,761.816   521,004.135   MT  0.99960542   +0 11 26.1
 DP8885
 DP8885!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DP8885!SPC MN C     -   0.99996183  x   1.00007682  =   1.00003865
 DP8885!UTM  15      -   0.99996183  x   0.99960542  =   0.99956727
 DP8885
 DP8885_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWL2100418761(NAD 83)
 DP8885
 DP8885                          SUPERSEDED SURVEY CONTROL
 DP8885
 DP8885.No superseded survey control is available for this station.
 DP8885
 DP8885_MARKER: I = METAL ROD
 DP8885_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DP8885_STAMPING: 1305 J 2015
 DP8885_MARK LOGO: MNDT
 DP8885_PROJECTION: RECESSED 3 CENTIMETERS
 DP8885_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DP8885_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DP8885_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP8885+SATELLITE: SATELLITE OBSERVATIONS - April 22, 2015
 DP8885_ROD/PIPE-DEPTH: 14.6 meters
 DP8885
 DP8885  HISTORY     - Date     Condition        Report By
 DP8885  HISTORY     - 20150422 MONUMENTED       MNDT
 DP8885
 DP8885                          STATION DESCRIPTION
 DP8885
 DP8885'DESCRIBED BY MN DEPT OF TRANSP 2015
 DP8885'6.6 MILES SOUTHWEST OF TAYLOR FALLS, 4.7 MILES SOUTHWEST ALONG TRUNK
 DP8885'HIGHWAY 95 FROM SOUTH JUNCTION OF TRUNK HIGHWAY 95 AND TRUNK HIGHWAY 8
 DP8885'(JUNCTION IS 3.2 MILES SOUTHWEST OF TAYLORS FALLS), AT TRUNK HIGHWAY
 DP8885'95 MILEPOINT 82.95, 22.9 FEET EAST-NORTHEAST OF TRUNK HIGHWAY 95 TURN
 DP8885'LANE/  FOG LINE, 197.1 FEET SOUTHEAST OF TRUNK HIGHWAY 243 FOG LINE,
 DP8885'1.5 FEET WEST-SOUTHWEST OF WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DP8886 ***********************************************************************
 DP8886  DESIGNATION -  1305 K
 DP8886  PID         -  DP8886
 DP8886  STATE/COUNTY-  MN/CHISAGO
 DP8886  COUNTRY     -  US
 DP8886  USGS QUAD   -  OSCEOLA (2019)
 DP8886
 DP8886                         *CURRENT SURVEY CONTROL
 DP8886  ______________________________________________________________________
 DP8886* NAD 83(2011) POSITION- 45 20 16.97996(N) 092 43 24.86081(W)   ADJUSTED
 DP8886* NAD 83(2011) ELLIP HT-   257.633 (meters)        (09/21/15)   ADJUSTED
 DP8886* NAD 83(2011) EPOCH   -  2010.00
 DP8886* NAVD 88 ORTHO HEIGHT -   285.287 (meters)      935.98  (feet) ADJUSTED
 DP8886  ______________________________________________________________________
 DP8886  GEOID HEIGHT    -        -27.644 (meters)                     GEOID18
 DP8886  NAD 83(2011) X  -   -213,406.771 (meters)                     COMP
 DP8886  NAD 83(2011) Y  - -4,486,055.181 (meters)                     COMP
 DP8886  NAD 83(2011) Z  -  4,514,018.576 (meters)                     COMP
 DP8886  LAPLACE CORR    -         -5.20  (seconds)                    DEFLEC18
 DP8886  DYNAMIC HEIGHT  -        285.291 (meters)      935.99  (feet) COMP
 DP8886  MODELED GRAVITY -    980,621.8   (mgal)                       NAVD 88
 DP8886
 DP8886  VERT ORDER      -  SECOND    CLASS I
 DP8886
 DP8886  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DP8886  Standards:
 DP8886         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DP8886            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DP8886  -------------------------------------------------------------------
 DP8886  NETWORK    0.63   1.51           0.28   0.23   0.77      0.04026323
 DP8886  -------------------------------------------------------------------
 DP8886  Click here for local accuracies and other accuracy information.
 DP8886
 DP8886.The horizontal coordinates were established by GPS observations
 DP8886.and adjusted by the MN DEPT OF TRANSP in September 2015.
 DP8886
 DP8886.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DP8886.been affixed to the stable North American tectonic plate. See 
 DP8886.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DP8886
 DP8886.The horizontal coordinates are valid at the epoch date displayed above
 DP8886.which is a decimal equivalence of Year/Month/Day.
 DP8886
 DP8886.The orthometric height was determined by differential leveling and
 DP8886.adjusted by the NATIONAL GEODETIC SURVEY
 DP8886.in September 2016.
 DP8886
 DP8886.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP8886.GEOID18 height accuracy estimate available here.
 DP8886
 DP8886.Click photographs - Photos may exist for this station.
 DP8886
 DP8886.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DP8886
 DP8886.The Laplace correction was computed from DEFLEC18 derived deflections.
 DP8886
 DP8886.The ellipsoidal height was determined by GPS observations
 DP8886.and is referenced to NAD 83.
 DP8886
 DP8886.The dynamic height is computed by dividing the NAVD 88
 DP8886.geopotential number by the normal gravity value computed on the
 DP8886.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP8886.degrees latitude (g = 980.6199 gals.).
 DP8886
 DP8886.The modeled gravity was interpolated from observed gravity values.
 DP8886
 DP8886. The following values were computed from the NAD 83(2011) position.
 DP8886
 DP8886;                    North         East     Units Scale Factor Converg.
 DP8886;SPC MN C     -   138,726.969   919,645.369   MT  1.00007199   +1 06 15.1
 DP8886;SPC MN C     -   455,140.06  3,017,203.18   sFT  1.00007199   +1 06 15.1
 DP8886;UTM  15      - 5,020,541.746   521,658.226   MT  0.99960577   +0 11 47.8
 DP8886
 DP8886!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DP8886!SPC MN C     -   0.99995961  x   1.00007199  =   1.00003160
 DP8886!UTM  15      -   0.99995961  x   0.99960577  =   0.99956540
 DP8886
 DP8886_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWL2165820541(NAD 83)
 DP8886
 DP8886                          SUPERSEDED SURVEY CONTROL
 DP8886
 DP8886.No superseded survey control is available for this station.
 DP8886
 DP8886_MARKER: I = METAL ROD
 DP8886_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DP8886_STAMPING: 1305 K 2015
 DP8886_MARK LOGO: MNDT
 DP8886_PROJECTION: RECESSED 5 CENTIMETERS
 DP8886_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DP8886_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DP8886_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP8886+SATELLITE: SATELLITE OBSERVATIONS - April 22, 2015
 DP8886_ROD/PIPE-DEPTH: 8.8 meters
 DP8886
 DP8886  HISTORY     - Date     Condition        Report By
 DP8886  HISTORY     - 20150422 MONUMENTED       MNDT
 DP8886
 DP8886                          STATION DESCRIPTION
 DP8886
 DP8886'DESCRIBED BY MN DEPT OF TRANSP 2015
 DP8886'5.6 MILES SOUTHWEST OF TAYLOR FALLS, 3.5 MILES SOUTH-SOUTHWEST ALONG
 DP8886'TRUNK HIGHWAY 95 FROM SOUTH JUNCTION OF TRUNK HIGHWAY 95 AND TRUNK
 DP8886'HIGHWAY 8 (JUNCTION IS 3.2 MILES SOUTHWEST OF TAYLORS FALLS), AT TRUNK
 DP8886'HIGHWAY 95 MILEPOINT 81.7, 55.1 FEET EAST OF TRUNK HIGHWAY 95 FOG
 DP8886'LINE, 35.9 FEET NORTH OF FIELD ENTRANCE, 0.30 MILE NORTH OF COUNTY
 DP8886'ROAD 26, 1.5 FEET WEST OF WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DP8887 ***********************************************************************
 DP8887  DESIGNATION -  1305 L
 DP8887  PID         -  DP8887
 DP8887  STATE/COUNTY-  MN/CHISAGO
 DP8887  COUNTRY     -  US
 DP8887  USGS QUAD   -  OSCEOLA (2019)
 DP8887
 DP8887                         *CURRENT SURVEY CONTROL
 DP8887  ______________________________________________________________________
 DP8887* NAD 83(2011) POSITION- 45 20 55.83231(N) 092 42 51.72548(W)   ADJUSTED
 DP8887* NAD 83(2011) ELLIP HT-   249.363 (meters)        (09/21/15)   ADJUSTED
 DP8887* NAD 83(2011) EPOCH   -  2010.00
 DP8887* NAVD 88 ORTHO HEIGHT -   277.002 (meters)      908.80  (feet) ADJUSTED
 DP8887  ______________________________________________________________________
 DP8887  GEOID HEIGHT    -        -27.646 (meters)                     GEOID18
 DP8887  NAD 83(2011) X  -   -212,645.426 (meters)                     COMP
 DP8887  NAD 83(2011) Y  - -4,485,231.320 (meters)                     COMP
 DP8887  NAD 83(2011) Z  -  4,514,855.761 (meters)                     COMP
 DP8887  LAPLACE CORR    -         -5.38  (seconds)                    DEFLEC18
 DP8887  DYNAMIC HEIGHT  -        277.006 (meters)      908.81  (feet) COMP
 DP8887  MODELED GRAVITY -    980,622.5   (mgal)                       NAVD 88
 DP8887
 DP8887  VERT ORDER      -  SECOND    CLASS I
 DP8887
 DP8887  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DP8887  Standards:
 DP8887         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DP8887            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DP8887  -------------------------------------------------------------------
 DP8887  NETWORK    0.67   1.61           0.29   0.26   0.82      0.05983799
 DP8887  -------------------------------------------------------------------
 DP8887  Click here for local accuracies and other accuracy information.
 DP8887
 DP8887.The horizontal coordinates were established by GPS observations
 DP8887.and adjusted by the MN DEPT OF TRANSP in September 2015.
 DP8887
 DP8887.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DP8887.been affixed to the stable North American tectonic plate. See 
 DP8887.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DP8887
 DP8887.The horizontal coordinates are valid at the epoch date displayed above
 DP8887.which is a decimal equivalence of Year/Month/Day.
 DP8887
 DP8887.The orthometric height was determined by differential leveling and
 DP8887.adjusted by the NATIONAL GEODETIC SURVEY
 DP8887.in September 2016.
 DP8887
 DP8887.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP8887.GEOID18 height accuracy estimate available here.
 DP8887
 DP8887.Click photographs - Photos may exist for this station.
 DP8887
 DP8887.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DP8887
 DP8887.The Laplace correction was computed from DEFLEC18 derived deflections.
 DP8887
 DP8887.The ellipsoidal height was determined by GPS observations
 DP8887.and is referenced to NAD 83.
 DP8887
 DP8887.The dynamic height is computed by dividing the NAVD 88
 DP8887.geopotential number by the normal gravity value computed on the
 DP8887.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP8887.degrees latitude (g = 980.6199 gals.).
 DP8887
 DP8887.The modeled gravity was interpolated from observed gravity values.
 DP8887
 DP8887. The following values were computed from the NAD 83(2011) position.
 DP8887
 DP8887;                    North         East     Units Scale Factor Converg.
 DP8887;SPC MN C     -   139,940.216   920,343.477   MT  1.00006876   +1 06 39.1
 DP8887;SPC MN C     -   459,120.53  3,019,493.56   sFT  1.00006876   +1 06 39.1
 DP8887;UTM  15      - 5,021,743.224   522,375.132   MT  0.99960616   +0 12 11.5
 DP8887
 DP8887!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DP8887!SPC MN C     -   0.99996091  x   1.00006876  =   1.00002966
 DP8887!UTM  15      -   0.99996091  x   0.99960616  =   0.99956708
 DP8887
 DP8887_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWL2237521743(NAD 83)
 DP8887
 DP8887                          SUPERSEDED SURVEY CONTROL
 DP8887
 DP8887.No superseded survey control is available for this station.
 DP8887
 DP8887_MARKER: I = METAL ROD
 DP8887_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DP8887_STAMPING: 1305 L 2015
 DP8887_MARK LOGO: MNDT
 DP8887_PROJECTION: RECESSED 5 CENTIMETERS
 DP8887_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DP8887_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DP8887_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP8887+SATELLITE: SATELLITE OBSERVATIONS - April 22, 2015
 DP8887_ROD/PIPE-DEPTH: 7.3 meters
 DP8887
 DP8887  HISTORY     - Date     Condition        Report By
 DP8887  HISTORY     - 20150422 MONUMENTED       MNDT
 DP8887
 DP8887                          STATION DESCRIPTION
 DP8887
 DP8887'DESCRIBED BY MN DEPT OF TRANSP 2015
 DP8887'2.5 MILES SOUTH-SOUTHWEST ALONG TRUNK HIGHWAY 95 FROM SOUTH JUNCTION
 DP8887'OF TRUNK HIGHWAY 95 AND TRUNK HIGHWAY 8 (JUNCTION IS 3.2 MILES
 DP8887'SOUTHWEST OF TAYLORS FALLS), AT TRUNK HIGHWAY 95 MILEPOINT 80.7, 60.0
 DP8887'FEET NORTHWEST OF TRUNK HIGHWAY 95 FOG LINE, 126..5 FEET SOUTHWEST OF
 DP8887'SUGAR BUSH TRAIL NORTH EXTENDED, 107.8 FEET SOUTHWEST OF ENTRANCE TO
 DP8887'GRAVEL PIT, 1.5 FEET SOUTHEAST OF WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DP8888 ***********************************************************************
 DP8888  DESIGNATION -  1305 M
 DP8888  PID         -  DP8888
 DP8888  STATE/COUNTY-  MN/CHISAGO
 DP8888  COUNTRY     -  US
 DP8888  USGS QUAD   -  OSCEOLA (2019)
 DP8888
 DP8888                         *CURRENT SURVEY CONTROL
 DP8888  ______________________________________________________________________
 DP8888* NAD 83(2011) POSITION- 45 21 54.69801(N) 092 42 46.55313(W)   ADJUSTED
 DP8888* NAD 83(2011) ELLIP HT-   257.637 (meters)        (09/21/15)   ADJUSTED
 DP8888* NAD 83(2011) EPOCH   -  2010.00
 DP8888* NAVD 88 ORTHO HEIGHT -   285.254 (meters)      935.87  (feet) ADJUSTED
 DP8888  ______________________________________________________________________
 DP8888  GEOID HEIGHT    -        -27.626 (meters)                     GEOID18
 DP8888  NAD 83(2011) X  -   -212,472.025 (meters)                     COMP
 DP8888  NAD 83(2011) Y  - -4,483,950.853 (meters)                     COMP
 DP8888  NAD 83(2011) Z  -  4,516,138.688 (meters)                     COMP
 DP8888  LAPLACE CORR    -         -4.56  (seconds)                    DEFLEC18
 DP8888  DYNAMIC HEIGHT  -        285.259 (meters)      935.89  (feet) COMP
 DP8888  MODELED GRAVITY -    980,624.0   (mgal)                       NAVD 88
 DP8888
 DP8888  VERT ORDER      -  SECOND    CLASS I
 DP8888
 DP8888  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DP8888  Standards:
 DP8888         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DP8888            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DP8888  -------------------------------------------------------------------
 DP8888  NETWORK    0.67   1.61           0.29   0.26   0.82      0.05433749
 DP8888  -------------------------------------------------------------------
 DP8888  Click here for local accuracies and other accuracy information.
 DP8888
 DP8888.The horizontal coordinates were established by GPS observations
 DP8888.and adjusted by the MN DEPT OF TRANSP in September 2015.
 DP8888
 DP8888.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DP8888.been affixed to the stable North American tectonic plate. See 
 DP8888.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DP8888
 DP8888.The horizontal coordinates are valid at the epoch date displayed above
 DP8888.which is a decimal equivalence of Year/Month/Day.
 DP8888
 DP8888.The orthometric height was determined by differential leveling and
 DP8888.adjusted by the NATIONAL GEODETIC SURVEY
 DP8888.in September 2016.
 DP8888
 DP8888.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP8888.GEOID18 height accuracy estimate available here.
 DP8888
 DP8888.Click photographs - Photos may exist for this station.
 DP8888
 DP8888.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DP8888
 DP8888.The Laplace correction was computed from DEFLEC18 derived deflections.
 DP8888
 DP8888.The ellipsoidal height was determined by GPS observations
 DP8888.and is referenced to NAD 83.
 DP8888
 DP8888.The dynamic height is computed by dividing the NAVD 88
 DP8888.geopotential number by the normal gravity value computed on the
 DP8888.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP8888.degrees latitude (g = 980.6199 gals.).
 DP8888
 DP8888.The modeled gravity was interpolated from observed gravity values.
 DP8888
 DP8888. The following values were computed from the NAD 83(2011) position.
 DP8888
 DP8888;                    North         East     Units Scale Factor Converg.
 DP8888;SPC MN C     -   141,759.473   920,420.792   MT  1.00006395   +1 06 42.8
 DP8888;SPC MN C     -   465,089.20  3,019,747.22   sFT  1.00006395   +1 06 42.8
 DP8888;UTM  15      - 5,023,560.192   522,481.206   MT  0.99960621   +0 12 15.4
 DP8888
 DP8888!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DP8888!SPC MN C     -   0.99995961  x   1.00006395  =   1.00002356
 DP8888!UTM  15      -   0.99995961  x   0.99960621  =   0.99956584
 DP8888
 DP8888_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWL2248123560(NAD 83)
 DP8888
 DP8888                          SUPERSEDED SURVEY CONTROL
 DP8888
 DP8888.No superseded survey control is available for this station.
 DP8888
 DP8888_MARKER: I = METAL ROD
 DP8888_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DP8888_STAMPING: 1305 M 2015
 DP8888_MARK LOGO: MNDT
 DP8888_PROJECTION: RECESSED
 DP8888_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DP8888_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DP8888_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP8888+SATELLITE: SATELLITE OBSERVATIONS - April 22, 2015
 DP8888_ROD/PIPE-DEPTH: 18.0 meters
 DP8888
 DP8888  HISTORY     - Date     Condition        Report By
 DP8888  HISTORY     - 20150422 MONUMENTED       MNDT
 DP8888
 DP8888                          STATION DESCRIPTION
 DP8888
 DP8888'DESCRIBED BY MN DEPT OF TRANSP 2015
 DP8888'3.8 MILES SOUTHWEST OF TAYLOR FALLS, 1.3 MILES SOUTH-SOUTHWEST ALONG
 DP8888'TRUNK HIGHWAY 95 FROM SOUTH JUNCTION OF TRUNK HIGHWAY 95 AND TRUNK
 DP8888'HIGHWAY 8 (JUNCTION IS 3.2 MILES SOUTHWEST OF TAYLORS FALLS), AT TRUNK
 DP8888'HIGHWAY 95 MILEPOINT 79.5, 35.4 FEET WEST OF TRUNK HIGHWAY 95, 232.0
 DP8888'FEET SOUTH OF DRIVEWAY NUMBER 28776, 0.35 MILE SOUTHWEST OF 285TH
 DP8888'STREET NORTH, 1.5 FEET EAST OF WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DK3862 ***********************************************************************
 DK3862  DESIGNATION -  1306 A
 DK3862  PID         -  DK3862
 DK3862  STATE/COUNTY-  MN/CHISAGO
 DK3862  COUNTRY     -  US
 DK3862  USGS QUAD   -  SAINT CROIX DALLES (2019)
 DK3862
 DK3862                         *CURRENT SURVEY CONTROL
 DK3862  ______________________________________________________________________
 DK3862* NAD 83(1986) POSITION- 45 25 16.98   (N) 092 40 24.53   (W)   HD_HELD1
 DK3862* NAVD 88 ORTHO HEIGHT -   283.695 (meters)      930.76  (feet) ADJUSTED
 DK3862  ______________________________________________________________________
 DK3862  GEOID HEIGHT    -        -27.600 (meters)                     GEOID18
 DK3862  DYNAMIC HEIGHT  -        283.700 (meters)      930.77  (feet) COMP
 DK3862  MODELED GRAVITY -    980,623.3   (mgal)                       NAVD 88
 DK3862
 DK3862  VERT ORDER      -  SECOND    CLASS I
 DK3862
 DK3862.The horizontal coordinates were determined by differentially corrected
 DK3862.hand held GPS observations or other comparable positioning techniques
 DK3862.and have an estimated accuracy of +/- 3 meters.
 DK3862
 DK3862.The orthometric height was determined by differential leveling and
 DK3862.adjusted by the NATIONAL GEODETIC SURVEY
 DK3862.in October 2008.
 DK3862
 DK3862.Significant digits in the geoid height do not necessarily reflect accuracy.
 DK3862.GEOID18 height accuracy estimate available here.
 DK3862
 DK3862.Click photographs - Photos may exist for this station.
 DK3862
 DK3862.The dynamic height is computed by dividing the NAVD 88
 DK3862.geopotential number by the normal gravity value computed on the
 DK3862.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK3862.degrees latitude (g = 980.6199 gals.).
 DK3862
 DK3862.The modeled gravity was interpolated from observed gravity values.
 DK3862
 DK3862;                    North         East    Units  Estimated Accuracy
 DK3862;SPC MN C     -   148,064.2     923,386.8     MT  (+/- 3 meters HH1 GPS) 
 DK3862
 DK3862_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWL2554529814(NAD 83)
 DK3862
 DK3862                          SUPERSEDED SURVEY CONTROL
 DK3862
 DK3862.No superseded survey control is available for this station.
 DK3862
 DK3862_MARKER: DD = SURVEY DISK
 DK3862_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DK3862_STAMPING: 1306 A 2005
 DK3862_MARK LOGO: MNDT
 DK3862_PROJECTION: RECESSED 8 CENTIMETERS
 DK3862_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DK3862_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DK3862_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DK3862+SATELLITE: SATELLITE OBSERVATIONS - October 19, 2020
 DK3862_ROD/PIPE-DEPTH: 9.1 meters
 DK3862
 DK3862  HISTORY     - Date     Condition        Report By
 DK3862  HISTORY     - 2005     MONUMENTED       MNDT
 DK3862  HISTORY     - 20150317 GOOD             MNDT
 DK3862  HISTORY     - 20201019 GOOD             MNDT
 DK3862
 DK3862                          STATION DESCRIPTION
 DK3862
 DK3862'DESCRIBED BY MN DEPT OF TRANSP 2005
 DK3862'2.0 MI (3.2 KM) NORTHWEST OF TAYLORS FALLS, 2.15 MI (3.5 KM) NORTH
 DK3862'ALONG TRUNK HIGHWAY 95 FROM THE JUNCTION OF TRUNK HIGHWAY 95 AND TRUNK
 DK3862'HIGHWAY 8 IN TAYLORS FALLS, AT TRUNK HIGHWAY 95 MILE POINT 72.80, 92.0
 DK3862'FT (28.0 M) SOUTHEAST OF DRIVEWAY NUMBER 21214, 61.6 FT (18.8 M)
 DK3862'NORTHEAST OF TRUNK HIGHWAY 95, 2.0 FT (0.6 M) WEST OF A WITNESS POST.
 DK3862
 DK3862                          STATION RECOVERY (2015)
 DK3862
 DK3862'RECOVERY NOTE BY MN DEPT OF TRANSP 2015 (JS)
 DK3862'RECOVERED IN GOOD CONDITION.
 DK3862'
 DK3862'NOTE-ADD-THE STATION IS LOCATED ABOUT 13.3 MI (21.4 KM)
 DK3862'NORTH-NORTHEAST OF SCANDIA, 12.4 MI (20.0 KM) SOUTHEAST OF SUNRISE AND
 DK3862'8.8 MI (14.2 KM) EAST-NORTHEAST OF LINDSTROM.
 DK3862
 DK3862                          STATION RECOVERY (2020)
 DK3862
 DK3862'RECOVERY NOTE BY MN DEPT OF TRANSP 2020 (KMS)
 DK3862'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DK3863 ***********************************************************************
 DK3863  DESIGNATION -  1306 B
 DK3863  PID         -  DK3863
 DK3863  STATE/COUNTY-  MN/CHISAGO
 DK3863  COUNTRY     -  US
 DK3863  USGS QUAD   -  SAINT CROIX DALLES (2019)
 DK3863
 DK3863                         *CURRENT SURVEY CONTROL
 DK3863  ______________________________________________________________________
 DK3863* NAD 83(1986) POSITION- 45 25 34.69   (N) 092 41 31.51   (W)   HD_HELD1
 DK3863* NAVD 88 ORTHO HEIGHT -   282.725 (meters)      927.57  (feet) ADJUSTED
 DK3863  ______________________________________________________________________
 DK3863  GEOID HEIGHT    -        -27.575 (meters)                     GEOID18
 DK3863  DYNAMIC HEIGHT  -        282.729 (meters)      927.59  (feet) COMP
 DK3863  MODELED GRAVITY -    980,622.3   (mgal)                       NAVD 88
 DK3863
 DK3863  VERT ORDER      -  SECOND    CLASS I
 DK3863
 DK3863.The horizontal coordinates were determined by differentially corrected
 DK3863.hand held GPS observations or other comparable positioning techniques
 DK3863.and have an estimated accuracy of +/- 3 meters.
 DK3863
 DK3863.The orthometric height was determined by differential leveling and
 DK3863.adjusted by the NATIONAL GEODETIC SURVEY
 DK3863.in October 2008.
 DK3863
 DK3863.Significant digits in the geoid height do not necessarily reflect accuracy.
 DK3863.GEOID18 height accuracy estimate available here.
 DK3863
 DK3863.Click photographs - Photos may exist for this station.
 DK3863
 DK3863.The dynamic height is computed by dividing the NAVD 88
 DK3863.geopotential number by the normal gravity value computed on the
 DK3863.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK3863.degrees latitude (g = 980.6199 gals.).
 DK3863
 DK3863.The modeled gravity was interpolated from observed gravity values.
 DK3863
 DK3863;                    North         East    Units  Estimated Accuracy
 DK3863;SPC MN C     -   148,582.1     921,920.1     MT  (+/- 3 meters HH1 GPS) 
 DK3863
 DK3863_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWL2408730355(NAD 83)
 DK3863
 DK3863                          SUPERSEDED SURVEY CONTROL
 DK3863
 DK3863.No superseded survey control is available for this station.
 DK3863
 DK3863_MARKER: DD = SURVEY DISK
 DK3863_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DK3863_STAMPING: 1306 B 2005
 DK3863_MARK LOGO: MNDT
 DK3863_PROJECTION: RECESSED 10 CENTIMETERS
 DK3863_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DK3863_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DK3863_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DK3863+SATELLITE: SATELLITE OBSERVATIONS - October 19, 2020
 DK3863_ROD/PIPE-DEPTH: 7.6 meters
 DK3863
 DK3863  HISTORY     - Date     Condition        Report By
 DK3863  HISTORY     - 2005     MONUMENTED       MNDT
 DK3863  HISTORY     - 20150317 GOOD             MNDT
 DK3863  HISTORY     - 20201019 GOOD             MNDT
 DK3863
 DK3863                          STATION DESCRIPTION
 DK3863
 DK3863'DESCRIBED BY MN DEPT OF TRANSP 2005
 DK3863'2.0 MI (3.2 KM) NORTHWEST OF TAYLORS FALLS, 3.20 MI (5.1 KM) NORTH AND
 DK3863'WEST ALONG TRUNK HIGHWAY 95 FROM THE JUNCTION OF TRUNK HIGHWAY 95 AND
 DK3863'TRUNK HIGHWAY 8 IN TAYLORS FALLS, AT TRUNK HIGHWAY 95 MILE POINT
 DK3863'71.70, 74.0 FT (22.6 M) SOUTH-SOUTHWEST OF TRUNK HIGHWAY 95, 51.5 FT
 DK3863'(15.7 M) EAST OF UPLAND ROAD, 2.0 FT (0.6 M) NORTH OF A WITNESS POST.
 DK3863
 DK3863                          STATION RECOVERY (2015)
 DK3863
 DK3863'RECOVERY NOTE BY MN DEPT OF TRANSP 2015 (JS)
 DK3863'RECOVERED IN GOOD CONDITION.
 DK3863'
 DK3863'NOTE-ADD-THE STATION IS LOCATED ABOUT 13.1 MI (21.1 KM)
 DK3863'NORTH-NORTHEAST OF SCANDIA, 11.5 MI (18.5 KM) SOUTHEAST OF SUNRISE AND
 DK3863'8.0 MI (12.9 KM) EAST-NORTHEAST OF LINDSTROM.
 DK3863
 DK3863                          STATION RECOVERY (2020)
 DK3863
 DK3863'RECOVERY NOTE BY MN DEPT OF TRANSP 2020 (KMS)
 DK3863'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DK3872 ***********************************************************************
 DK3872  DESIGNATION -  1306 BA
 DK3872  PID         -  DK3872
 DK3872  STATE/COUNTY-  MN/CHISAGO
 DK3872  COUNTRY     -  US
 DK3872  USGS QUAD   -  LINDSTROM (2019)
 DK3872
 DK3872                         *CURRENT SURVEY CONTROL
 DK3872  ______________________________________________________________________
 DK3872* NAD 83(2011) POSITION- 45 29 21.97911(N) 092 47 09.17660(W)   ADJUSTED
 DK3872* NAD 83(2011) ELLIP HT-   272.099 (meters)        (09/07/21)   ADJUSTED
 DK3872* NAD 83(2011) EPOCH   -  2010.00
 DK3872* NAVD 88 ORTHO HEIGHT -   299.621 (meters)      983.01  (feet) ADJUSTED
 DK3872  ______________________________________________________________________
 DK3872  GEOID HEIGHT    -        -27.518 (meters)                     GEOID18
 DK3872  NAD 83(2011) X  -   -217,703.347 (meters)                     COMP
 DK3872  NAD 83(2011) Y  - -4,473,861.360 (meters)                     COMP
 DK3872  NAD 83(2011) Z  -  4,525,840.438 (meters)                     COMP
 DK3872  LAPLACE CORR    -          2.79  (seconds)                    DEFLEC18
 DK3872  DYNAMIC HEIGHT  -        299.624 (meters)      983.02  (feet) COMP
 DK3872  MODELED GRAVITY -    980,617.4   (mgal)                       NAVD 88
 DK3872
 DK3872  VERT ORDER      -  SECOND    CLASS I
 DK3872
 DK3872  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DK3872  Standards:
 DK3872         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DK3872            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DK3872  -------------------------------------------------------------------
 DK3872  NETWORK    0.64   1.57           0.29   0.23   0.80      0.04451405
 DK3872  -------------------------------------------------------------------
 DK3872  Click here for local accuracies and other accuracy information.
 DK3872
 DK3872.The horizontal coordinates were established by GPS observations
 DK3872.and adjusted by the MN DEPT OF TRANSP in September 2021.
 DK3872
 DK3872.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DK3872.been affixed to the stable North American tectonic plate. See 
 DK3872.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DK3872
 DK3872.The horizontal coordinates are valid at the epoch date displayed above
 DK3872.which is a decimal equivalence of Year/Month/Day.
 DK3872
 DK3872.The orthometric height was determined by differential leveling and
 DK3872.adjusted by the NATIONAL GEODETIC SURVEY
 DK3872.in October 2008.
 DK3872
 DK3872.Significant digits in the geoid height do not necessarily reflect accuracy.
 DK3872.GEOID18 height accuracy estimate available here.
 DK3872
 DK3872.Click photographs - Photos may exist for this station.
 DK3872
 DK3872.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DK3872
 DK3872.The Laplace correction was computed from DEFLEC18 derived deflections.
 DK3872
 DK3872.The ellipsoidal height was determined by GPS observations
 DK3872.and is referenced to NAD 83.
 DK3872
 DK3872.The dynamic height is computed by dividing the NAVD 88
 DK3872.geopotential number by the normal gravity value computed on the
 DK3872.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK3872.degrees latitude (g = 980.6199 gals.).
 DK3872
 DK3872.The modeled gravity was interpolated from observed gravity values.
 DK3872
 DK3872. The following values were computed from the NAD 83(2011) position.
 DK3872
 DK3872;                    North         East     Units Scale Factor Converg.
 DK3872;SPC MN C     -   155,458.053   914,450.904   MT  1.00002999   +1 03 32.9
 DK3872;SPC MN C     -   510,031.96  3,000,161.01   sFT  1.00002999   +1 03 32.9
 DK3872;UTM  15      - 5,037,345.464   516,731.450   MT  0.99960344   +0 09 09.7
 DK3872
 DK3872!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DK3872!SPC MN C     -   0.99995734  x   1.00002999  =   0.99998733
 DK3872!UTM  15      -   0.99995734  x   0.99960344  =   0.99956080
 DK3872
 DK3872_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWL1673137345(NAD 83)
 DK3872
 DK3872                          SUPERSEDED SURVEY CONTROL
 DK3872
 DK3872.No superseded survey control is available for this station.
 DK3872
 DK3872_MARKER: DV = VERTICAL CONTROL DISK
 DK3872_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 DK3872_STAMPING: 1306 BA 1980
 DK3872_MARK LOGO: MNHD
 DK3872_PROJECTION: PROJECTING 13 CENTIMETERS
 DK3872_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 DK3872_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DK3872_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DK3872+SATELLITE: SATELLITE OBSERVATIONS - October 19, 2020
 DK3872_ROD/PIPE-DEPTH: 9.1 meters
 DK3872
 DK3872  HISTORY     - Date     Condition        Report By
 DK3872  HISTORY     - 1980     MONUMENTED       MNHD
 DK3872  HISTORY     - 20201019 GOOD             MNDT
 DK3872
 DK3872                          STATION DESCRIPTION
 DK3872
 DK3872'DESCRIBED BY MN HIGHWAY DEPT 1980
 DK3872'300 FT (91.4 M) SOUTH OF THE JUNCTION OF COUNTY ROAD 12 AND TRUNK
 DK3872'HIGHWAY 95 IN ALMELUND, AT TRUNK HIGHWAY 95 MILE POINT 65.35, 124 FT
 DK3872'(37.8 M) SOUTH-SOUTHEAST OF THE SOUTHEAST CORNER OF CREAMERY BUILDING,
 DK3872'91 FT (27.7 M) SOUTH OF A POWER POLE WITH 3 TRANSFORMERS, 32 FT (9.8
 DK3872'M) WEST OF COUNTY ROAD 12 (PARK TRAIL), 2.6 FT (0.8 M) SOUTH OF CABLE
 DK3872'PEDESTAL, 1.6 FT (0.5 M) NORTH OF A POWER POLE R805, 0.7 FT (0.2 M)
 DK3872'NORTH OF A WITNESS POST.
 DK3872
 DK3872                          STATION RECOVERY (2020)
 DK3872
 DK3872'RECOVERY NOTE BY MN DEPT OF TRANSP 2020 (MPP)
 DK3872'IN ALMELUND, 0.05 MILE SOUTH ALONG COUNTY ROAD 12 FROM THE JUNCTION OF
 DK3872'COUNTY ROAD 12 AND TRUNK HIGHWAY 95 IN ALMELUND, AT TRUNK HIGHWAY 95
 DK3872'MILEPOINT 65.35, 124.0 FEET SOUTH-SOUTHEAST OF THE SOUTHEAST CORNER OF
 DK3872'THE CREAMERY BUILDING, 91.0 FEET SOUTH OF A POWER POLE WITH 2
 DK3872'TRANSFORMERS, 32.0 FEET WEST OF COUNTY ROAD 12 (PARK TRAIL), 2.6 FEET
 DK3872'SOUTH OF A CABLE PEDESTAL, 0.7 FOOT NORTH OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DK3873 ***********************************************************************
 DK3873  DESIGNATION -  1306 BB
 DK3873  PID         -  DK3873
 DK3873  STATE/COUNTY-  MN/CHISAGO
 DK3873  COUNTRY     -  US
 DK3873  USGS QUAD   -  LINDSTROM (2019)
 DK3873
 DK3873                         *CURRENT SURVEY CONTROL
 DK3873  ______________________________________________________________________
 DK3873* NAD 83(1986) POSITION- 45 29 55.62   (N) 092 46 52.76   (W)   HD_HELD1
 DK3873* NAVD 88 ORTHO HEIGHT -   303.335 (meters)      995.19  (feet) ADJUSTED
 DK3873  ______________________________________________________________________
 DK3873  GEOID HEIGHT    -        -27.506 (meters)                     GEOID18
 DK3873  DYNAMIC HEIGHT  -        303.338 (meters)      995.20  (feet) COMP
 DK3873  MODELED GRAVITY -    980,617.1   (mgal)                       NAVD 88
 DK3873
 DK3873  VERT ORDER      -  SECOND    CLASS I
 DK3873
 DK3873.The horizontal coordinates were determined by differentially corrected
 DK3873.hand held GPS observations or other comparable positioning techniques
 DK3873.and have an estimated accuracy of +/- 3 meters.
 DK3873
 DK3873.The orthometric height was determined by differential leveling and
 DK3873.adjusted by the NATIONAL GEODETIC SURVEY
 DK3873.in October 2008.
 DK3873
 DK3873.No vertical observational check was made to the station.
 DK3873
 DK3873.Significant digits in the geoid height do not necessarily reflect accuracy.
 DK3873.GEOID18 height accuracy estimate available here.
 DK3873
 DK3873.Click photographs - Photos may exist for this station.
 DK3873
 DK3873.The dynamic height is computed by dividing the NAVD 88
 DK3873.geopotential number by the normal gravity value computed on the
 DK3873.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK3873.degrees latitude (g = 980.6199 gals.).
 DK3873
 DK3873.The modeled gravity was interpolated from observed gravity values.
 DK3873
 DK3873;                    North         East    Units  Estimated Accuracy
 DK3873;SPC MN C     -   156,503.1     914,788.1     MT  (+/- 3 meters HH1 GPS) 
 DK3873
 DK3873_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWL1708438384(NAD 83)
 DK3873
 DK3873                          SUPERSEDED SURVEY CONTROL
 DK3873
 DK3873.No superseded survey control is available for this station.
 DK3873
 DK3873_MARKER: DV = VERTICAL CONTROL DISK
 DK3873_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 DK3873_STAMPING: 1306 BB 1980
 DK3873_MARK LOGO: MNHD
 DK3873_PROJECTION: FLUSH
 DK3873_MAGNETIC: I = MARKER IS A STEEL ROD
 DK3873_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DK3873_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DK3873+SATELLITE: SATELLITE OBSERVATIONS - October 15, 2020
 DK3873_ROD/PIPE-DEPTH: 7.6 meters
 DK3873
 DK3873  HISTORY     - Date     Condition        Report By
 DK3873  HISTORY     - 1980     MONUMENTED       MNHD
 DK3873  HISTORY     - 20201015 GOOD             MNDT
 DK3873
 DK3873                          STATION DESCRIPTION
 DK3873
 DK3873'DESCRIBED BY MN HIGHWAY DEPT 1980
 DK3873'0.6 MI (1.0 KM) NORTH OF THE JUNCTION OF COUNTY ROAD 12 AND TRUNK
 DK3873'HIGHWAY 95 IN ALMELUND THEN 260 FT (79.2 M) EAST, 260 FT (79.2 M)
 DK3873'EAST OF COUNTY ROAD 12, 45.5 FT (13.9 M) NORTH OF COUNTY ROAD 16 (WILD
 DK3873'MOUNTAIN ROAD), 2.1 FT (0.6 M) SOUTH OF A POWER POLE, 1.1 FT (0.3 M)
 DK3873'SOUTH OF A WITNESS POST.
 DK3873
 DK3873                          STATION RECOVERY (2020)
 DK3873
 DK3873'RECOVERY NOTE BY MN DEPT OF TRANSP 2020 (KMS)
 DK3873'0.6 MI (1.0 KM) NORTH OF ALMELUND, 0.6 MI (1.0 KM) NORTH ALONG COUNTY
 DK3873'ROAD 12 FROM THE JUNCTION OF COUNTY ROAD 12 AND TRUNK HIGHWAY 95 IN
 DK3873'ALMELUND, THEN 0.05 MI (0.08 KM) EAST ON COUNTY ROAD 16 (WILD MOUNTAIN
 DK3873'ROAD), 45.5 FT (13.9 M) NORTH OF COUNTY ROAD 16 (WILD MOUNTAIN ROAD),
 DK3873'2.1 FT (0.6 M) SOUTH OF A POWER POLE, 1.1 FT (0.3 M) SOUTH OF A
 DK3873'WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DK3874 ***********************************************************************
 DK3874  DESIGNATION -  1306 BC
 DK3874  PID         -  DK3874
 DK3874  STATE/COUNTY-  MN/CHISAGO
 DK3874  COUNTRY     -  US
 DK3874  USGS QUAD   -  SUNRISE (2019)
 DK3874
 DK3874                         *CURRENT SURVEY CONTROL
 DK3874  ______________________________________________________________________
 DK3874* NAD 83(1986) POSITION- 45 30 21.00   (N) 092 46 31.19   (W)   HD_HELD1
 DK3874* NAVD 88 ORTHO HEIGHT -   301.629 (meters)      989.59  (feet) ADJUSTED
 DK3874  ______________________________________________________________________
 DK3874  GEOID HEIGHT    -        -27.493 (meters)                     GEOID18
 DK3874  DYNAMIC HEIGHT  -        301.633 (meters)      989.61  (feet) COMP
 DK3874  MODELED GRAVITY -    980,622.1   (mgal)                       NAVD 88
 DK3874
 DK3874  VERT ORDER      -  SECOND    CLASS I
 DK3874
 DK3874.The horizontal coordinates were determined by differentially corrected
 DK3874.hand held GPS observations or other comparable positioning techniques
 DK3874.and have an estimated accuracy of +/- 3 meters.
 DK3874
 DK3874.The orthometric height was determined by differential leveling and
 DK3874.adjusted by the NATIONAL GEODETIC SURVEY
 DK3874.in October 2008.
 DK3874
 DK3874.No vertical observational check was made to the station.
 DK3874
 DK3874.Significant digits in the geoid height do not necessarily reflect accuracy.
 DK3874.GEOID18 height accuracy estimate available here.
 DK3874
 DK3874.Click photographs - Photos may exist for this station.
 DK3874
 DK3874.The dynamic height is computed by dividing the NAVD 88
 DK3874.geopotential number by the normal gravity value computed on the
 DK3874.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK3874.degrees latitude (g = 980.6199 gals.).
 DK3874
 DK3874.The modeled gravity was interpolated from observed gravity values.
 DK3874
 DK3874;                    North         East    Units  Estimated Accuracy
 DK3874;SPC MN C     -   157,295.2     915,241.7     MT  (+/- 3 meters HH1 GPS) 
 DK3874
 DK3874_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWL1755039169(NAD 83)
 DK3874
 DK3874                          SUPERSEDED SURVEY CONTROL
 DK3874
 DK3874.No superseded survey control is available for this station.
 DK3874
 DK3874_MARKER: DV = VERTICAL CONTROL DISK
 DK3874_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 DK3874_STAMPING: 1306 BC 1980
 DK3874_MARK LOGO: MNHD
 DK3874_PROJECTION: FLUSH
 DK3874_MAGNETIC: I = MARKER IS A STEEL ROD
 DK3874_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DK3874_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DK3874+SATELLITE: SATELLITE OBSERVATIONS - October 15, 2020
 DK3874_ROD/PIPE-DEPTH: 7.6 meters
 DK3874
 DK3874  HISTORY     - Date     Condition        Report By
 DK3874  HISTORY     - 1980     MONUMENTED       MNHD
 DK3874  HISTORY     - 20201015 GOOD             MNDT
 DK3874
 DK3874                          STATION DESCRIPTION
 DK3874
 DK3874'DESCRIBED BY MN HIGHWAY DEPT 1980
 DK3874'1.2 MI (1.9 KM) NORTHEAST OF ALMELUND, 1.2 MI (1.9 KM) NORTH OF THE
 DK3874'JUNCTION OF COUNTY ROAD 12 AND TRUNK HIGHWAY 95, 128.3 FT (39.1 M)
 DK3874'SOUTH-SOUTHWEST OF TELEPHONE CABLE PEDESTAL 8602 P2, 38 FT (11.6 M)
 DK3874'SOUTHEAST OF COUNTY ROAD 12, 10 FT (3.0 M) WEST OF DRIVEWAY NORTHWEST
 DK3874'EXTENDED, 0.8 FT (0.2 M) NORTHWEST OF A FENCE CORNER POST, 0.6 FT
 DK3874'(0.2 M) NORTHWEST OF A WITNESS POST.
 DK3874
 DK3874                          STATION RECOVERY (2020)
 DK3874
 DK3874'RECOVERY NOTE BY MN DEPT OF TRANSP 2020 (KMS)
 DK3874'1.2 MI (1.9 KM) NORTHEAST OF ALMELUND, 1.2 MI (1.9 KM) NORTHEAST ALONG
 DK3874'COUNTY ROAD 12 FROM THE JUNCTION OF COUNTY ROAD 12 AND TRUNK HIGHWAY
 DK3874'95 IN ALMELUND, 128.3 FT (39.1 M) SOUTH-SOUTHWEST OF A TELEPHONE CABLE
 DK3874'PEDESTAL NUMBER 8602 P2, 38.0 FT (11.6 M) SOUTHEAST OF COUNTY ROAD 12,
 DK3874'10.0 FT (3.0 M) WEST OF A DRIVEWAY NORTHWEST EXTENDED, 0.6 FT (18 CM)
 DK3874'NORTHWEST OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DK3875 ***********************************************************************
 DK3875  DESIGNATION -  1306 BF
 DK3875  PID         -  DK3875
 DK3875  STATE/COUNTY-  MN/CHISAGO
 DK3875  COUNTRY     -  US
 DK3875  USGS QUAD   -  SUNRISE (2019)
 DK3875
 DK3875                         *CURRENT SURVEY CONTROL
 DK3875  ______________________________________________________________________
 DK3875* NAD 83(1986) POSITION- 45 31 26.94   (N) 092 45 10.09   (W)   HD_HELD1
 DK3875* NAVD 88 ORTHO HEIGHT -   254.499 (meters)      834.97  (feet) ADJUSTED
 DK3875  ______________________________________________________________________
 DK3875  GEOID HEIGHT    -        -27.456 (meters)                     GEOID18
 DK3875  DYNAMIC HEIGHT  -        254.504 (meters)      834.99  (feet) COMP
 DK3875  MODELED GRAVITY -    980,630.3   (mgal)                       NAVD 88
 DK3875
 DK3875  VERT ORDER      -  SECOND    CLASS I
 DK3875
 DK3875.The horizontal coordinates were determined by differentially corrected
 DK3875.hand held GPS observations or other comparable positioning techniques
 DK3875.and have an estimated accuracy of +/- 3 meters.
 DK3875
 DK3875.The orthometric height was determined by differential leveling and
 DK3875.adjusted by the NATIONAL GEODETIC SURVEY
 DK3875.in October 2008.
 DK3875
 DK3875.No vertical observational check was made to the station.
 DK3875
 DK3875.Significant digits in the geoid height do not necessarily reflect accuracy.
 DK3875.GEOID18 height accuracy estimate available here.
 DK3875
 DK3875.Click photographs - Photos may exist for this station.
 DK3875
 DK3875.The dynamic height is computed by dividing the NAVD 88
 DK3875.geopotential number by the normal gravity value computed on the
 DK3875.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK3875.degrees latitude (g = 980.6199 gals.).
 DK3875
 DK3875.The modeled gravity was interpolated from observed gravity values.
 DK3875
 DK3875;                    North         East    Units  Estimated Accuracy
 DK3875;SPC MN C     -   159,363.7     916,963.5     MT  (+/- 3 meters HH1 GPS) 
 DK3875
 DK3875_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWL1930441209(NAD 83)
 DK3875
 DK3875                          SUPERSEDED SURVEY CONTROL
 DK3875
 DK3875.No superseded survey control is available for this station.
 DK3875
 DK3875_MARKER: DV = VERTICAL CONTROL DISK
 DK3875_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 DK3875_STAMPING: 1306 BF 1980
 DK3875_MARK LOGO: MNHD
 DK3875_PROJECTION: FLUSH
 DK3875_MAGNETIC: I = MARKER IS A STEEL ROD
 DK3875_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DK3875_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DK3875+SATELLITE: SATELLITE OBSERVATIONS - August 13, 2011
 DK3875_ROD/PIPE-DEPTH: 7.6 meters
 DK3875
 DK3875  HISTORY     - Date     Condition        Report By
 DK3875  HISTORY     - 19800401 MONUMENTED       MNHD
 DK3875  HISTORY     - 20110813 GOOD             MNDT
 DK3875
 DK3875                          STATION DESCRIPTION
 DK3875
 DK3875'DESCRIBED BY MN HIGHWAY DEPT 1980
 DK3875'2.8 MI (4.5 KM) NORTHEAST OF ALMELUND, 3.1 MI (5.0 KM) NORTHEAST OF
 DK3875'THE JUNCTION OF COUNTY ROAD 12 AND TRUNK HIGHWAY 95, 400 FT (121.9 M)
 DK3875'EAST OF COUNTY ROAD 12, 43.7 FT (13.3 M) NORTHEAST OF PARK ENTRANCE,
 DK3875'2.5 FT (0.8 M) NORTHWEST OF THE NORTH CORNER PILLAR WITH STATE PARK
 DK3875'SIGN, 1.0 FT (0.3 M) SOUTHWEST OF A WITNESS POST.
 DK3875
 DK3875                          STATION RECOVERY (2011)
 DK3875
 DK3875'RECOVERY NOTE BY MN DEPT OF TRANSP 2011 (ETK)
 DK3875'2.8 MI (4.5 KM) NORTHEAST OF ALMELUND, 3.1 MI (5.0 KM) NORTHEAST OF
 DK3875'THE JUNCTION OF COUNTY ROAD 12 AND TRUNK HIGHWAY 95, 400 FT (121.9 M)
 DK3875'EAST OF COUNTY ROAD 12, 43.7 FT (13.3 M) NORTHEAST OF PARK ENTRANCE,
 DK3875'2.5 FT (0.8 M) NORTHWEST OF THE NORTH CORNER PILLAR WITH STATE PARK
 DK3875'SIGN, 1.0 FT (0.3 M) SOUTHWEST OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DK3876 ***********************************************************************
 DK3876  DESIGNATION -  1306 BF 1
 DK3876  PID         -  DK3876
 DK3876  STATE/COUNTY-  MN/CHISAGO
 DK3876  COUNTRY     -  US
 DK3876  USGS QUAD   -  SUNRISE (2019)
 DK3876
 DK3876                         *CURRENT SURVEY CONTROL
 DK3876  ______________________________________________________________________
 DK3876* NAD 83(2011) POSITION- 45 31 52.37638(N) 092 45 15.66328(W)   ADJUSTED
 DK3876* NAD 83(2011) ELLIP HT-   227.350 (meters)        (06/27/12)   ADJUSTED
 DK3876* NAD 83(2011) EPOCH   -  2010.00
 DK3876* NAVD 88 ORTHO HEIGHT -   254.808 (meters)      835.98  (feet) ADJUSTED
 DK3876  ______________________________________________________________________
 DK3876  GEOID HEIGHT    -        -27.449 (meters)                     GEOID18
 DK3876  NAD 83(2011) X  -   -215,080.539 (meters)                     COMP
 DK3876  NAD 83(2011) Y  - -4,470,640.535 (meters)                     COMP
 DK3876  NAD 83(2011) Z  -  4,529,062.487 (meters)                     COMP
 DK3876  LAPLACE CORR    -          2.05  (seconds)                    DEFLEC18
 DK3876  DYNAMIC HEIGHT  -        254.813 (meters)      836.00  (feet) COMP
 DK3876  MODELED GRAVITY -    980,631.1   (mgal)                       NAVD 88
 DK3876
 DK3876  VERT ORDER      -  SECOND    CLASS I
 DK3876
 DK3876  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DK3876  Standards:
 DK3876         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DK3876            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DK3876  -------------------------------------------------------------------
 DK3876  NETWORK    0.41   0.65           0.19   0.13   0.33     -0.03194538
 DK3876  -------------------------------------------------------------------
 DK3876  Click here for local accuracies and other accuracy information.
 DK3876
 DK3876.The horizontal coordinates were established by GPS observations
 DK3876.and adjusted by the National Geodetic Survey in June 2012.
 DK3876
 DK3876.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DK3876.been affixed to the stable North American tectonic plate. See 
 DK3876.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DK3876
 DK3876.The horizontal coordinates are valid at the epoch date displayed above
 DK3876.which is a decimal equivalence of Year/Month/Day.
 DK3876
 DK3876.The orthometric height was determined by differential leveling and
 DK3876.adjusted by the NATIONAL GEODETIC SURVEY
 DK3876.in October 2008.
 DK3876
 DK3876.No vertical observational check was made to the station.
 DK3876
 DK3876.Significant digits in the geoid height do not necessarily reflect accuracy.
 DK3876.GEOID18 height accuracy estimate available here.
 DK3876
 DK3876.Click photographs - Photos may exist for this station.
 DK3876
 DK3876.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DK3876
 DK3876.The Laplace correction was computed from DEFLEC18 derived deflections.
 DK3876
 DK3876.The ellipsoidal height was determined by GPS observations
 DK3876.and is referenced to NAD 83.
 DK3876
 DK3876.The dynamic height is computed by dividing the NAVD 88
 DK3876.geopotential number by the normal gravity value computed on the
 DK3876.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK3876.degrees latitude (g = 980.6199 gals.).
 DK3876
 DK3876.The modeled gravity was interpolated from observed gravity values.
 DK3876
 DK3876. The following values were computed from the NAD 83(2011) position.
 DK3876
 DK3876;                    North         East     Units Scale Factor Converg.
 DK3876;SPC MN C     -   160,146.565   916,827.772   MT  1.00001961   +1 04 55.0
 DK3876;SPC MN C     -   525,414.19  3,007,959.12   sFT  1.00001961   +1 04 55.0
 DK3876;UTM  15      - 5,041,993.827   519,181.169   MT  0.99960452   +0 10 31.1
 DK3876
 DK3876!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DK3876!SPC MN C     -   0.99996436  x   1.00001961  =   0.99998397
 DK3876!UTM  15      -   0.99996436  x   0.99960452  =   0.99956889
 DK3876
 DK3876_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWL1918141993(NAD 83)
 DK3876
 DK3876                          SUPERSEDED SURVEY CONTROL
 DK3876
 DK3876  NAD 83(2007)-  45 31 52.37654(N)    092 45 15.66406(W) AD(2002.00) 1
 DK3876  ELLIP H (04/01/09)  227.377  (m)                       GP(2002.00) 3 2
 DK3876  NAVD 88             254.82   (m)          836.0    (f) LEVELING    3  
 DK3876
 DK3876.Superseded values are not recommended for survey control.
 DK3876
 DK3876.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK3876.See file dsdata.pdf to determine how the superseded data were derived.
 DK3876
 DK3876_MARKER: DD = SURVEY DISK
 DK3876_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DK3876_STAMPING: 1306 BF 1 2005
 DK3876_MARK LOGO: MNDT
 DK3876_PROJECTION: RECESSED 10 CENTIMETERS
 DK3876_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DK3876_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DK3876_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DK3876+SATELLITE: SATELLITE OBSERVATIONS - June 19, 2007
 DK3876_ROD/PIPE-DEPTH: 7.6 meters
 DK3876
 DK3876  HISTORY     - Date     Condition        Report By
 DK3876  HISTORY     - 2005     MONUMENTED       MNDT
 DK3876  HISTORY     - 20051122 GOOD             MNDT
 DK3876  HISTORY     - 20070619 GOOD             MNDT
 DK3876
 DK3876                          STATION DESCRIPTION
 DK3876
 DK3876'DESCRIBED BY MN DEPT OF TRANSP 2005
 DK3876'3.0 MI (4.8 KM) NORTH OF ALMELUND, 2.9 MI (4.7 KM) NORTHEAST ALONG
 DK3876'COUNTY ROAD 12 (PARK TRAIL) FROM THE JUNCTION OF COUNTY ROAD 12 AND
 DK3876'TRUNK HIGHWAY 95 IN ALMELUND, THEN 0.50 MI (0.8 KM) NORTH ON COUNTY
 DK3876'ROAD 81, 35.0 FT (10.7 M) WEST OF COUNTY ROAD 81, 18.0 FT (5.5 M)
 DK3876'SOUTH OF SOUTH ENTRANCE, 1.0 FT (0.3 M) EAST OF A WITNESS POST.
 DK3876
 DK3876                          STATION RECOVERY (2005)
 DK3876
 DK3876'RECOVERY NOTE BY MN DEPT OF TRANSP 2005 (MPP)
 DK3876'3.0 MILES NORTH OF ALMELUND, 2.9 MILES NORTHEAST ALONG COUNTY ROAD 12
 DK3876'(PARK TRAIL) FROM THE JUNCTION OF COUNTY ROAD 12 AND TRUNK HIGHWAY 95
 DK3876'IN ALMELUND, THEN 0.50 MILES NORTH ON COUNTY ROAD 81, 35.0 FEET WEST
 DK3876'OF COUNTY ROAD 81, 18.0 FEET SOUTH OF SOUTH ENTRANCE, 1.0 FEET EAST OF
 DK3876'WITNESS POST.
 DK3876
 DK3876                          STATION RECOVERY (2007)
 DK3876
 DK3876'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (BLB)
 DK3876'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DK3871 ***********************************************************************
 DK3871  DESIGNATION -  1306 BH
 DK3871  PID         -  DK3871
 DK3871  STATE/COUNTY-  MN/CHISAGO
 DK3871  COUNTRY     -  US
 DK3871  USGS QUAD   -  LINDSTROM (2019)
 DK3871
 DK3871                         *CURRENT SURVEY CONTROL
 DK3871  ______________________________________________________________________
 DK3871* NAD 83(2011) POSITION- 45 29 05.00970(N) 092 46 32.43077(W)   ADJUSTED
 DK3871* NAD 83(2011) ELLIP HT-   264.168 (meters)        (09/07/21)   ADJUSTED
 DK3871* NAD 83(2011) EPOCH   -  2010.00
 DK3871* NAVD 88 ORTHO HEIGHT -   291.706 (meters)      957.04  (feet) ADJUSTED
 DK3871  ______________________________________________________________________
 DK3871  GEOID HEIGHT    -        -27.513 (meters)                     GEOID18
 DK3871  NAD 83(2011) X  -   -216,924.153 (meters)                     COMP
 DK3871  NAD 83(2011) Y  - -4,474,267.678 (meters)                     COMP
 DK3871  NAD 83(2011) Z  -  4,525,467.483 (meters)                     COMP
 DK3871  LAPLACE CORR    -          2.10  (seconds)                    DEFLEC18
 DK3871  DYNAMIC HEIGHT  -        291.709 (meters)      957.05  (feet) COMP
 DK3871  MODELED GRAVITY -    980,618.6   (mgal)                       NAVD 88
 DK3871
 DK3871  VERT ORDER      -  SECOND    CLASS I
 DK3871
 DK3871  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DK3871  Standards:
 DK3871         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DK3871            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DK3871  -------------------------------------------------------------------
 DK3871  NETWORK    0.65   1.53           0.29   0.24   0.78      0.04407459
 DK3871  -------------------------------------------------------------------
 DK3871  Click here for local accuracies and other accuracy information.
 DK3871
 DK3871.The horizontal coordinates were established by GPS observations
 DK3871.and adjusted by the MN DEPT OF TRANSP in September 2021.
 DK3871
 DK3871.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DK3871.been affixed to the stable North American tectonic plate. See 
 DK3871.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DK3871
 DK3871.The horizontal coordinates are valid at the epoch date displayed above
 DK3871.which is a decimal equivalence of Year/Month/Day.
 DK3871
 DK3871.The orthometric height was determined by differential leveling and
 DK3871.adjusted by the NATIONAL GEODETIC SURVEY
 DK3871.in October 2008.
 DK3871
 DK3871.Significant digits in the geoid height do not necessarily reflect accuracy.
 DK3871.GEOID18 height accuracy estimate available here.
 DK3871
 DK3871.Click photographs - Photos may exist for this station.
 DK3871
 DK3871.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DK3871
 DK3871.The Laplace correction was computed from DEFLEC18 derived deflections.
 DK3871
 DK3871.The ellipsoidal height was determined by GPS observations
 DK3871.and is referenced to NAD 83.
 DK3871
 DK3871.The dynamic height is computed by dividing the NAVD 88
 DK3871.geopotential number by the normal gravity value computed on the
 DK3871.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK3871.degrees latitude (g = 980.6199 gals.).
 DK3871
 DK3871.The modeled gravity was interpolated from observed gravity values.
 DK3871
 DK3871. The following values were computed from the NAD 83(2011) position.
 DK3871
 DK3871;                    North         East     Units Scale Factor Converg.
 DK3871;SPC MN C     -   154,949.039   915,258.464   MT  1.00003120   +1 03 59.4
 DK3871;SPC MN C     -   508,361.97  3,002,810.48   sFT  1.00003120   +1 03 59.4
 DK3871;UTM  15      - 5,036,823.960   517,530.515   MT  0.99960378   +0 09 35.8
 DK3871
 DK3871!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DK3871!SPC MN C     -   0.99995859  x   1.00003120  =   0.99998978
 DK3871!UTM  15      -   0.99995859  x   0.99960378  =   0.99956238
 DK3871
 DK3871_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWL1753036823(NAD 83)
 DK3871
 DK3871                          SUPERSEDED SURVEY CONTROL
 DK3871
 DK3871.No superseded survey control is available for this station.
 DK3871
 DK3871_MARKER: DV = VERTICAL CONTROL DISK
 DK3871_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 DK3871_STAMPING: 1306 BH 1980
 DK3871_MARK LOGO: MNHD
 DK3871_PROJECTION: FLUSH
 DK3871_MAGNETIC: I = MARKER IS A STEEL ROD
 DK3871_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DK3871_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DK3871+SATELLITE: SATELLITE OBSERVATIONS - October 19, 2020
 DK3871_ROD/PIPE-DEPTH: 9.1 meters
 DK3871
 DK3871  HISTORY     - Date     Condition        Report By
 DK3871  HISTORY     - 1980     MONUMENTED       MNHD
 DK3871  HISTORY     - 20201019 GOOD             MNDT
 DK3871
 DK3871                          STATION DESCRIPTION
 DK3871
 DK3871'DESCRIBED BY MN HIGHWAY DEPT 1980
 DK3871'0.6 MI (1.0 KM) SOUTHEAST OF ALMELUND, 0.6 MI (1.0 KM) SOUTHEAST OF
 DK3871'THE JUNCTION OF TRUNK HIGHWAY 95 AND COUNTY ROAD 12, AT TRUNK HIGHWAY
 DK3871'95 MILE POINT 65.95, 215 FT (65.5 M) SOUTHWEST OF TRUNK HIGHWAY 95,
 DK3871'224 FT (68.3 M) SOUTHWEST OF TRUNK HIGHWAY 95 MILEPOST 66, 35 FT
 DK3871'(10.7 M) WEST OF QUINLAN AVENUE, 1.9 FT (0.6 M) NORTH OF A POWER POLE,
 DK3871'0.8 FT (0.2 M) NORTH OF A WITNESS POST.
 DK3871
 DK3871                          STATION RECOVERY (2020)
 DK3871
 DK3871'RECOVERY NOTE BY MN DEPT OF TRANSP 2020 (MPP)
 DK3871'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DK3870 ***********************************************************************
 DK3870  DESIGNATION -  1306 BJ
 DK3870  PID         -  DK3870
 DK3870  STATE/COUNTY-  MN/CHISAGO
 DK3870  COUNTRY     -  US
 DK3870  USGS QUAD   -  LINDSTROM (2019)
 DK3870
 DK3870                         *CURRENT SURVEY CONTROL
 DK3870  ______________________________________________________________________
 DK3870* NAD 83(1986) POSITION- 45 28 41.34   (N) 092 45 55.82   (W)   HD_HELD1
 DK3870* NAVD 88 ORTHO HEIGHT -   294.768 (meters)      967.08  (feet) ADJUSTED
 DK3870  ______________________________________________________________________
 DK3870  GEOID HEIGHT    -        -27.511 (meters)                     GEOID18
 DK3870  DYNAMIC HEIGHT  -        294.772 (meters)      967.10  (feet) COMP
 DK3870  MODELED GRAVITY -    980,620.7   (mgal)                       NAVD 88
 DK3870
 DK3870  VERT ORDER      -  SECOND    CLASS I
 DK3870
 DK3870.The horizontal coordinates were determined by differentially corrected
 DK3870.hand held GPS observations or other comparable positioning techniques
 DK3870.and have an estimated accuracy of +/- 3 meters.
 DK3870
 DK3870.The orthometric height was determined by differential leveling and
 DK3870.adjusted by the NATIONAL GEODETIC SURVEY
 DK3870.in October 2008.
 DK3870
 DK3870.Significant digits in the geoid height do not necessarily reflect accuracy.
 DK3870.GEOID18 height accuracy estimate available here.
 DK3870
 DK3870.Click photographs - Photos may exist for this station.
 DK3870
 DK3870.The dynamic height is computed by dividing the NAVD 88
 DK3870.geopotential number by the normal gravity value computed on the
 DK3870.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK3870.degrees latitude (g = 980.6199 gals.).
 DK3870
 DK3870.The modeled gravity was interpolated from observed gravity values.
 DK3870
 DK3870;                    North         East    Units  Estimated Accuracy
 DK3870;SPC MN C     -   154,233.2     916,067.1     MT  (+/- 3 meters HH1 GPS) 
 DK3870
 DK3870_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWL1832736095(NAD 83)
 DK3870
 DK3870                          SUPERSEDED SURVEY CONTROL
 DK3870
 DK3870.No superseded survey control is available for this station.
 DK3870
 DK3870_MARKER: DV = VERTICAL CONTROL DISK
 DK3870_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 DK3870_STAMPING: 1306 BJ 1980
 DK3870_MARK LOGO: MNHD
 DK3870_PROJECTION: FLUSH
 DK3870_MAGNETIC: I = MARKER IS A STEEL ROD
 DK3870_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DK3870_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DK3870+SATELLITE: SATELLITE OBSERVATIONS - October 19, 2020
 DK3870_ROD/PIPE-DEPTH: 2.4 meters
 DK3870
 DK3870  HISTORY     - Date     Condition        Report By
 DK3870  HISTORY     - 1980     MONUMENTED       MNHD
 DK3870  HISTORY     - 20201019 POOR             MNDT
 DK3870
 DK3870                          STATION DESCRIPTION
 DK3870
 DK3870'DESCRIBED BY MN HIGHWAY DEPT 1980
 DK3870'1.3 MI (2.1 KM) SOUTHEAST OF ALMELUND, 1.3 MI (2.1 KM) SOUTHEAST OF
 DK3870'THE JUNCTION OF TRUNK HIGHWAY 95 AND COUNTY ROAD 12, AT TRUNK HIGHWAY
 DK3870'95 MILE POINT 66.4, 65 FT (19.8 M) SOUTHWEST OF TRUNK HIGHWAY 95, 44.4
 DK3870'FT (13.5 M) WEST-SOUTHWEST OF NORTHWEST END OF METAL CULVERT, 5.7 FT
 DK3870'(1.7 M) NORTHEAST OF RIGHT OF WAY FENCE, 1.6 FT (0.5 M) SOUTHEAST OF A
 DK3870'POWER POLE 224, 0.7 FT (0.2 M) NORTHEAST OF A WITNESS POST.
 DK3870
 DK3870                          STATION RECOVERY (2020)
 DK3870
 DK3870'RECOVERY NOTE BY MN DEPT OF TRANSP 2020 (KMS)
 DK3870'THE MARK IS LOCATED ABOUT 1.3 MI (2.1 KM) SOUTHEAST OF ALMELUND.
 DK3870'
 DK3870'TO REACH GO 1.3 MI (2.1 KM) SOUTHEAST ALONG THE JUNCTION OF TRUNK
 DK3870'HIGHWAY 95 AND COUNTY ROAD 12 IN ALMELUND, AT TRUNK HIGHWAY 95 MILE
 DK3870'POINT 66.4.
 DK3870'
 DK3870'IT IS 65.0 FT (19.8 M) SOUTHWEST OF TRUNK HIGHWAY 95, 44.4 FT (13.5 M)
 DK3870'WEST-SOUTHWEST OF THE NORTHWEST END OF A METAL CULVERT, 5.7 FT (1.7 M)
 DK3870'NORTHEAST OF THE RIGHT-OF-WAY FENCE, 1.6 FT (0.5 M) SOUTHEAST OF A
 DK3870'POWER POLE NUMBER 224, 0.7 FT (21 CM) NORTHEAST OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DK3881 ***********************************************************************
 DK3881  DESIGNATION -  1306 BK
 DK3881  PID         -  DK3881
 DK3881  STATE/COUNTY-  MN/CHISAGO
 DK3881  COUNTRY     -  US
 DK3881  USGS QUAD   -  SUNRISE (2019)
 DK3881
 DK3881                         *CURRENT SURVEY CONTROL
 DK3881  ______________________________________________________________________
 DK3881* NAD 83(2011) POSITION- 45 30 48.26162(N) 092 51 53.94189(W)   ADJUSTED
 DK3881* NAD 83(2011) ELLIP HT-   238.295 (meters)        (09/07/21)   ADJUSTED
 DK3881* NAD 83(2011) EPOCH   -  2010.00
 DK3881* NAVD 88 ORTHO HEIGHT -   265.963 (meters)      872.58  (feet) ADJUSTED
 DK3881  ______________________________________________________________________
 DK3881  GEOID HEIGHT    -        -27.663 (meters)                     GEOID18
 DK3881  NAD 83(2011) X  -   -223,783.512 (meters)                     COMP
 DK3881  NAD 83(2011) Y  - -4,471,635.193 (meters)                     COMP
 DK3881  NAD 83(2011) Z  -  4,527,683.415 (meters)                     COMP
 DK3881  LAPLACE CORR    -          7.56  (seconds)                    DEFLEC18
 DK3881  DYNAMIC HEIGHT  -        265.965 (meters)      872.59  (feet) COMP
 DK3881  MODELED GRAVITY -    980,615.5   (mgal)                       NAVD 88
 DK3881
 DK3881  VERT ORDER      -  SECOND    CLASS I
 DK3881
 DK3881  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DK3881  Standards:
 DK3881         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DK3881            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DK3881  -------------------------------------------------------------------
 DK3881  NETWORK    0.60   1.27           0.27   0.21   0.65      0.12407458
 DK3881  -------------------------------------------------------------------
 DK3881  Click here for local accuracies and other accuracy information.
 DK3881
 DK3881.The horizontal coordinates were established by GPS observations
 DK3881.and adjusted by the MN DEPT OF TRANSP in September 2021.
 DK3881
 DK3881.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DK3881.been affixed to the stable North American tectonic plate. See 
 DK3881.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DK3881
 DK3881.The horizontal coordinates are valid at the epoch date displayed above
 DK3881.which is a decimal equivalence of Year/Month/Day.
 DK3881
 DK3881.The orthometric height was determined by differential leveling and
 DK3881.adjusted by the NATIONAL GEODETIC SURVEY
 DK3881.in October 2008.
 DK3881
 DK3881.Significant digits in the geoid height do not necessarily reflect accuracy.
 DK3881.GEOID18 height accuracy estimate available here.
 DK3881
 DK3881.Click photographs - Photos may exist for this station.
 DK3881
 DK3881.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DK3881
 DK3881.The Laplace correction was computed from DEFLEC18 derived deflections.
 DK3881
 DK3881.The ellipsoidal height was determined by GPS observations
 DK3881.and is referenced to NAD 83.
 DK3881
 DK3881.The dynamic height is computed by dividing the NAVD 88
 DK3881.geopotential number by the normal gravity value computed on the
 DK3881.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK3881.degrees latitude (g = 980.6199 gals.).
 DK3881
 DK3881.The modeled gravity was interpolated from observed gravity values.
 DK3881
 DK3881. The following values were computed from the NAD 83(2011) position.
 DK3881
 DK3881;                    North         East     Units Scale Factor Converg.
 DK3881;SPC MN C     -   158,010.274   908,221.566   MT  1.00002397   +1 00 06.9
 DK3881;SPC MN C     -   518,405.37  2,979,723.59   sFT  1.00002397   +1 00 06.9
 DK3881;UTM  15      - 5,039,994.739   510,545.875   MT  0.99960137   +0 05 46.8
 DK3881
 DK3881!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DK3881!SPC MN C     -   0.99996264  x   1.00002397  =   0.99998661
 DK3881!UTM  15      -   0.99996264  x   0.99960137  =   0.99956403
 DK3881
 DK3881_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWL1054539994(NAD 83)
 DK3881
 DK3881                          SUPERSEDED SURVEY CONTROL
 DK3881
 DK3881.No superseded survey control is available for this station.
 DK3881
 DK3881_MARKER: DV = VERTICAL CONTROL DISK
 DK3881_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DK3881_STAMPING: 1306 BK 1990
 DK3881_MARK LOGO: MNDT
 DK3881_PROJECTION: FLUSH
 DK3881_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DK3881_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DK3881_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DK3881+SATELLITE: SATELLITE OBSERVATIONS - October 15, 2020
 DK3881_ROD/PIPE-DEPTH: 7.6 meters
 DK3881
 DK3881  HISTORY     - Date     Condition        Report By
 DK3881  HISTORY     - 1990     MONUMENTED       MNDT
 DK3881  HISTORY     - 20201015 GOOD             MNDT
 DK3881
 DK3881                          STATION DESCRIPTION
 DK3881
 DK3881'DESCRIBED BY MN DEPT OF TRANSP 1990
 DK3881'6 MI (9.7 KM) EAST OF NORTH BRANCH, 5.85 MI (9.4 KM) EAST OF THE
 DK3881'JUNCTION OF TRUNK HIGHWAY 95 AND TRUNK HIGHWAY 61, AT TRUNK HIGHWAY 95
 DK3881'MILE POINT 60.90, 0.1 MI (0.2 KM) EAST OF KOST TRAIL, 31 FT (9.4 M)
 DK3881'NORTH OF NORTH EDGE OF TRUNK HIGHWAY 95 BITUMINOUS/BLACKTOP, 8 FT (2.4
 DK3881'M) SOUTH OF END FENCE POST, 1.0 FT (0.3 M) SOUTH OF A WITNESS POST.
 DK3881
 DK3881                          STATION RECOVERY (2020)
 DK3881
 DK3881'RECOVERY NOTE BY MN DEPT OF TRANSP 2020 (MPP)
 DK3881'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DK3879 ***********************************************************************
 DK3879  DESIGNATION -  1306 BL
 DK3879  PID         -  DK3879
 DK3879  STATE/COUNTY-  MN/CHISAGO
 DK3879  COUNTRY     -  US
 DK3879  USGS QUAD   -  SUNRISE (2019)
 DK3879
 DK3879                         *CURRENT SURVEY CONTROL
 DK3879  ______________________________________________________________________
 DK3879* NAD 83(2011) POSITION- 45 30 48.05514(N) 092 50 29.98563(W)   ADJUSTED
 DK3879* NAD 83(2011) ELLIP HT-   235.572 (meters)        (09/07/21)   ADJUSTED
 DK3879* NAD 83(2011) EPOCH   -  2010.00
 DK3879* NAVD 88 ORTHO HEIGHT -   263.161 (meters)      863.39  (feet) ADJUSTED
 DK3879  ______________________________________________________________________
 DK3879  GEOID HEIGHT    -        -27.603 (meters)                     GEOID18
 DK3879  NAD 83(2011) X  -   -221,963.528 (meters)                     COMP
 DK3879  NAD 83(2011) Y  - -4,471,728.546 (meters)                     COMP
 DK3879  NAD 83(2011) Z  -  4,527,677.006 (meters)                     COMP
 DK3879  LAPLACE CORR    -          6.27  (seconds)                    DEFLEC18
 DK3879  DYNAMIC HEIGHT  -        263.163 (meters)      863.39  (feet) COMP
 DK3879  MODELED GRAVITY -    980,617.9   (mgal)                       NAVD 88
 DK3879
 DK3879  VERT ORDER      -  SECOND    CLASS I
 DK3879
 DK3879  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DK3879  Standards:
 DK3879         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DK3879            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DK3879  -------------------------------------------------------------------
 DK3879  NETWORK    0.62   1.37           0.28   0.22   0.70      0.11907503
 DK3879  -------------------------------------------------------------------
 DK3879  Click here for local accuracies and other accuracy information.
 DK3879
 DK3879.The horizontal coordinates were established by GPS observations
 DK3879.and adjusted by the MN DEPT OF TRANSP in September 2021.
 DK3879
 DK3879.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DK3879.been affixed to the stable North American tectonic plate. See 
 DK3879.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DK3879
 DK3879.The horizontal coordinates are valid at the epoch date displayed above
 DK3879.which is a decimal equivalence of Year/Month/Day.
 DK3879
 DK3879.The orthometric height was determined by differential leveling and
 DK3879.adjusted by the NATIONAL GEODETIC SURVEY
 DK3879.in October 2008.
 DK3879
 DK3879.Significant digits in the geoid height do not necessarily reflect accuracy.
 DK3879.GEOID18 height accuracy estimate available here.
 DK3879
 DK3879.Click photographs - Photos may exist for this station.
 DK3879
 DK3879.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DK3879
 DK3879.The Laplace correction was computed from DEFLEC18 derived deflections.
 DK3879
 DK3879.The ellipsoidal height was determined by GPS observations
 DK3879.and is referenced to NAD 83.
 DK3879
 DK3879.The dynamic height is computed by dividing the NAVD 88
 DK3879.geopotential number by the normal gravity value computed on the
 DK3879.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK3879.degrees latitude (g = 980.6199 gals.).
 DK3879
 DK3879.The modeled gravity was interpolated from observed gravity values.
 DK3879
 DK3879. The following values were computed from the NAD 83(2011) position.
 DK3879
 DK3879;                    North         East     Units Scale Factor Converg.
 DK3879;SPC MN C     -   158,036.033   910,043.746   MT  1.00002399   +1 01 07.6
 DK3879;SPC MN C     -   518,489.88  2,985,701.86   sFT  1.00002399   +1 01 07.6
 DK3879;UTM  15      - 5,039,991.694   512,367.465   MT  0.99960188   +0 06 46.7
 DK3879
 DK3879!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DK3879!SPC MN C     -   0.99996307  x   1.00002399  =   0.99998706
 DK3879!UTM  15      -   0.99996307  x   0.99960188  =   0.99956496
 DK3879
 DK3879_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWL1236739991(NAD 83)
 DK3879
 DK3879                          SUPERSEDED SURVEY CONTROL
 DK3879
 DK3879.No superseded survey control is available for this station.
 DK3879
 DK3879_MARKER: DV = VERTICAL CONTROL DISK
 DK3879_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DK3879_STAMPING: 1306 BL 1990
 DK3879_MARK LOGO: MNDT
 DK3879_PROJECTION: RECESSED 3 CENTIMETERS
 DK3879_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 DK3879_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DK3879_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DK3879+SATELLITE: SATELLITE OBSERVATIONS - October 15, 2020
 DK3879_ROD/PIPE-DEPTH: 6.1 meters
 DK3879
 DK3879  HISTORY     - Date     Condition        Report By
 DK3879  HISTORY     - 1990     MONUMENTED       MNDT
 DK3879  HISTORY     - 20200421 GOOD             MNDT
 DK3879  HISTORY     - 20201015 GOOD             MNDT
 DK3879
 DK3879                          STATION DESCRIPTION
 DK3879
 DK3879'DESCRIBED BY MN DEPT OF TRANSP 1990
 DK3879'7 MI (11.3 KM) EAST OF NORTH BRANCH, 7 MI (11.3 KM) EAST OF THE
 DK3879'JUNCTION OF TRUNK HIGHWAY 95 AND TRUNK HIGHWAY 61, 0.15 MI (0.2 KM)
 DK3879'EAST OF COUNTY ROAD 9, OPPOSITE TRUNK HIGHWAY 95 MILEPOST 62, 46 FT
 DK3879'(14.0 M) NORTH OF NORTH EDGE OF TRUNK HIGHWAY 95 BITUMINOUS/BLACKTOP,
 DK3879'100 FT (30.5 M) EAST-SOUTHEAST OF TEE-FENCE CORNER, 1.0 FT (0.3 M)
 DK3879'SOUTH OF A WITNESS POST.
 DK3879
 DK3879                          STATION RECOVERY (2020)
 DK3879
 DK3879'RECOVERY NOTE BY MN DEPT OF TRANSP 2020 (MPP)
 DK3879'RECOVERED IN GOOD CONDITION.
 DK3879
 DK3879                          STATION RECOVERY (2020)
 DK3879
 DK3879'RECOVERY NOTE BY MN DEPT OF TRANSP 2020 (KMS)
 DK3879'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DK3878 ***********************************************************************
 DK3878  DESIGNATION -  1306 BM
 DK3878  PID         -  DK3878
 DK3878  STATE/COUNTY-  MN/CHISAGO
 DK3878  COUNTRY     -  US
 DK3878  USGS QUAD   -  SUNRISE (2019)
 DK3878
 DK3878                         *CURRENT SURVEY CONTROL
 DK3878  ______________________________________________________________________
 DK3878* NAD 83(2011) POSITION- 45 30 47.90243(N) 092 49 46.90098(W)   ADJUSTED
 DK3878* NAD 83(2011) ELLIP HT-   236.718 (meters)        (09/07/21)   ADJUSTED
 DK3878* NAD 83(2011) EPOCH   -  2010.00
 DK3878* NAVD 88 ORTHO HEIGHT -   264.298 (meters)      867.12  (feet) ADJUSTED
 DK3878  ______________________________________________________________________
 DK3878  GEOID HEIGHT    -        -27.576 (meters)                     GEOID18
 DK3878  NAD 83(2011) X  -   -221,029.673 (meters)                     COMP
 DK3878  NAD 83(2011) Y  - -4,471,778.974 (meters)                     COMP
 DK3878  NAD 83(2011) Z  -  4,527,674.519 (meters)                     COMP
 DK3878  LAPLACE CORR    -          5.73  (seconds)                    DEFLEC18
 DK3878  DYNAMIC HEIGHT  -        264.301 (meters)      867.13  (feet) COMP
 DK3878  MODELED GRAVITY -    980,618.4   (mgal)                       NAVD 88
 DK3878
 DK3878  VERT ORDER      -  SECOND    CLASS I
 DK3878
 DK3878  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DK3878  Standards:
 DK3878         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DK3878            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DK3878  -------------------------------------------------------------------
 DK3878  NETWORK    0.61   1.37           0.27   0.22   0.70      0.06478930
 DK3878  -------------------------------------------------------------------
 DK3878  Click here for local accuracies and other accuracy information.
 DK3878
 DK3878.The horizontal coordinates were established by GPS observations
 DK3878.and adjusted by the MN DEPT OF TRANSP in September 2021.
 DK3878
 DK3878.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DK3878.been affixed to the stable North American tectonic plate. See 
 DK3878.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DK3878
 DK3878.The horizontal coordinates are valid at the epoch date displayed above
 DK3878.which is a decimal equivalence of Year/Month/Day.
 DK3878
 DK3878.The orthometric height was determined by differential leveling and
 DK3878.adjusted by the NATIONAL GEODETIC SURVEY
 DK3878.in October 2008.
 DK3878
 DK3878.Significant digits in the geoid height do not necessarily reflect accuracy.
 DK3878.GEOID18 height accuracy estimate available here.
 DK3878
 DK3878.Click photographs - Photos may exist for this station.
 DK3878
 DK3878.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DK3878
 DK3878.The Laplace correction was computed from DEFLEC18 derived deflections.
 DK3878
 DK3878.The ellipsoidal height was determined by GPS observations
 DK3878.and is referenced to NAD 83.
 DK3878
 DK3878.The dynamic height is computed by dividing the NAVD 88
 DK3878.geopotential number by the normal gravity value computed on the
 DK3878.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK3878.degrees latitude (g = 980.6199 gals.).
 DK3878
 DK3878.The modeled gravity was interpolated from observed gravity values.
 DK3878
 DK3878. The following values were computed from the NAD 83(2011) position.
 DK3878
 DK3878;                    North         East     Units Scale Factor Converg.
 DK3878;SPC MN C     -   158,048.018   910,978.875   MT  1.00002400   +1 01 38.8
 DK3878;SPC MN C     -   518,529.21  2,988,769.86   sFT  1.00002400   +1 01 38.8
 DK3878;UTM  15      - 5,039,988.894   513,302.272   MT  0.99960218   +0 07 17.4
 DK3878
 DK3878!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DK3878!SPC MN C     -   0.99996289  x   1.00002400  =   0.99998689
 DK3878!UTM  15      -   0.99996289  x   0.99960218  =   0.99956508
 DK3878
 DK3878_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWL1330239988(NAD 83)
 DK3878
 DK3878                          SUPERSEDED SURVEY CONTROL
 DK3878
 DK3878.No superseded survey control is available for this station.
 DK3878
 DK3878_MARKER: DV = VERTICAL CONTROL DISK
 DK3878_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DK3878_STAMPING: 1306 BM 1990
 DK3878_MARK LOGO: MNDT
 DK3878_PROJECTION: FLUSH
 DK3878_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 DK3878_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DK3878_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DK3878+SATELLITE: SATELLITE OBSERVATIONS - October 15, 2020
 DK3878_ROD/PIPE-DEPTH: 3.0 meters
 DK3878
 DK3878  HISTORY     - Date     Condition        Report By
 DK3878  HISTORY     - 1990     MONUMENTED       MNDT
 DK3878  HISTORY     - 20200421 GOOD             MNDT
 DK3878  HISTORY     - 20201015 GOOD             MNDT
 DK3878
 DK3878                          STATION DESCRIPTION
 DK3878
 DK3878'DESCRIBED BY MN DEPT OF TRANSP 1990
 DK3878'2.7 MI (4.3 KM) NORTHWEST OF THE JUNCTION OF TRUNK HIGHWAY 95 AND
 DK3878'COUNTY ROAD 12 IN ALMELUND, AT TRUNK HIGHWAY 95 MILE POINT 62.65, 60
 DK3878'FT (18.3 M) NORTH OF TRUNK HIGHWAY 95, 111 FT (33.8 M) WEST OF A FIELD
 DK3878'ENTRANCE, 1.0 FT (0.3 M) SOUTH OF A WITNESS POST.
 DK3878
 DK3878                          STATION RECOVERY (2020)
 DK3878
 DK3878'RECOVERY NOTE BY MN DEPT OF TRANSP 2020 (MPP)
 DK3878'RECOVERED IN GOOD CONDITION.
 DK3878
 DK3878                          STATION RECOVERY (2020)
 DK3878
 DK3878'RECOVERY NOTE BY MN DEPT OF TRANSP 2020 (KMS)
 DK3878'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DR7050 ***********************************************************************
 DR7050  DESIGNATION -  1306 BP
 DR7050  PID         -  DR7050
 DR7050  STATE/COUNTY-  MN/CHISAGO
 DR7050  COUNTRY     -  US
 DR7050  USGS QUAD   -  SAINT CROIX DALLES (2019)
 DR7050
 DR7050                         *CURRENT SURVEY CONTROL
 DR7050  ______________________________________________________________________
 DR7050* NAD 83(2011) POSITION- 45 25 36.16925(N) 092 40 57.21170(W)   ADJUSTED
 DR7050* NAD 83(2011) ELLIP HT-   252.197 (meters)        (09/07/21)   ADJUSTED
 DR7050* NAD 83(2011) EPOCH   -  2010.00
 DR7050* NAVD 88 ORTHO HEIGHT -   279.770 (meters)      917.88  (feet) ADJUSTED
 DR7050  ______________________________________________________________________
 DR7050  GEOID HEIGHT    -        -27.583 (meters)                     GEOID18
 DR7050  NAD 83(2011) X  -   -209,867.022 (meters)                     COMP
 DR7050  NAD 83(2011) Y  - -4,479,196.197 (meters)                     COMP
 DR7050  NAD 83(2011) Z  -  4,520,936.167 (meters)                     COMP
 DR7050  LAPLACE CORR    -         -2.36  (seconds)                    DEFLEC18
 DR7050  DYNAMIC HEIGHT  -        279.774 (meters)      917.89  (feet) COMP
 DR7050  MODELED GRAVITY -    980,621.7   (mgal)                       NAVD 88
 DR7050
 DR7050  VERT ORDER      -  SECOND    CLASS I
 DR7050
 DR7050  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DR7050  Standards:
 DR7050         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DR7050            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DR7050  -------------------------------------------------------------------
 DR7050  NETWORK    0.66   1.57           0.29   0.25   0.80      0.01864173
 DR7050  -------------------------------------------------------------------
 DR7050  Click here for local accuracies and other accuracy information.
 DR7050
 DR7050.The horizontal coordinates were established by GPS observations
 DR7050.and adjusted by the MN DEPT OF TRANSP in September 2021.
 DR7050
 DR7050.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DR7050.been affixed to the stable North American tectonic plate. See 
 DR7050.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DR7050
 DR7050.The horizontal coordinates are valid at the epoch date displayed above
 DR7050.which is a decimal equivalence of Year/Month/Day.
 DR7050
 DR7050.The orthometric height was determined by differential leveling and
 DR7050.adjusted by the NATIONAL GEODETIC SURVEY
 DR7050.in March 2023.
 DR7050
 DR7050.Significant digits in the geoid height do not necessarily reflect accuracy.
 DR7050.GEOID18 height accuracy estimate available here.
 DR7050
 DR7050.Click photographs - Photos may exist for this station.
 DR7050
 DR7050.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DR7050
 DR7050.The Laplace correction was computed from DEFLEC18 derived deflections.
 DR7050
 DR7050.The ellipsoidal height was determined by GPS observations
 DR7050.and is referenced to NAD 83.
 DR7050
 DR7050.The dynamic height is computed by dividing the NAVD 88
 DR7050.geopotential number by the normal gravity value computed on the
 DR7050.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DR7050.degrees latitude (g = 980.6199 gals.).
 DR7050
 DR7050.The modeled gravity was interpolated from observed gravity values.
 DR7050
 DR7050. The following values were computed from the NAD 83(2011) position.
 DR7050
 DR7050;                    North         East     Units Scale Factor Converg.
 DR7050;SPC MN C     -   148,642.424   922,664.704   MT  1.00004656   +1 08 01.9
 DR7050;SPC MN C     -   487,671.02  3,027,109.12   sFT  1.00004656   +1 08 01.9
 DR7050;UTM  15      - 5,030,403.664   524,832.817   MT  0.99960758   +0 13 34.1
 DR7050
 DR7050!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DR7050!SPC MN C     -   0.99996046  x   1.00004656  =   1.00000702
 DR7050!UTM  15      -   0.99996046  x   0.99960758  =   0.99956806
 DR7050
 DR7050_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWL2483230403(NAD 83)
 DR7050
 DR7050                          SUPERSEDED SURVEY CONTROL
 DR7050
 DR7050  NAVD 88 (09/07/21)  279.78   (m)  GEOID18  model used  GPS OBS        
 DR7050
 DR7050.Superseded values are not recommended for survey control.
 DR7050
 DR7050.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DR7050.See file dsdata.pdf to determine how the superseded data were derived.
 DR7050
 DR7050_MARKER: F = FLANGE-ENCASED ROD
 DR7050_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DR7050_STAMPING: 1306 BP 2020
 DR7050_MARK LOGO: MNDT
 DR7050_PROJECTION: RECESSED 5 CENTIMETERS
 DR7050_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DR7050_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DR7050_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DR7050+SATELLITE: SATELLITE OBSERVATIONS - October 29, 2020
 DR7050_ROD/PIPE-DEPTH: 9.8 meters
 DR7050
 DR7050  HISTORY     - Date     Condition        Report By
 DR7050  HISTORY     - 20201029 MONUMENTED       MNDT
 DR7050  HISTORY     - 20201029 GOOD             MNDT
 DR7050
 DR7050                          STATION DESCRIPTION
 DR7050
 DR7050'DESCRIBED BY MN DEPT OF TRANSP 2020 (MPP)
 DR7050'3.5 MILES NORTHWEST OF TAYLORS FALLS, 2.7 MILES NORTH AND NORTHWEST
 DR7050'ALONG TRUNK HIGHWAY 95 FROM THE JUNCTION OF TRUNK HIGHWAY 95 AND
 DR7050'COUNTY ROAD 8 IN TAYLORS FALLS, AT TRUNK HIGHWAY 95 MILEPOINT 72.15,
 DR7050'100.5 FEET NORTH OF TRUNK HIGHWAY 95, 17.3 FEET WEST OF UNITY AVENUE,
 DR7050'17.0 FEET NORTHEAST OF A POWER POLE WITH 2 GUY WIRES, 1.5 FEET EAST OF
 DR7050'A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DR7051 ***********************************************************************
 DR7051  DESIGNATION -  1306 BQ
 DR7051  PID         -  DR7051
 DR7051  STATE/COUNTY-  MN/CHISAGO
 DR7051  COUNTRY     -  US
 DR7051  USGS QUAD   -  NORTH BRANCH (2019)
 DR7051
 DR7051                         *CURRENT SURVEY CONTROL
 DR7051  ______________________________________________________________________
 DR7051* NAD 83(2011) POSITION- 45 30 36.24380(N) 092 55 15.09278(W)   ADJUSTED
 DR7051* NAD 83(2011) ELLIP HT-   239.244 (meters)        (09/07/21)   ADJUSTED
 DR7051* NAD 83(2011) EPOCH   -  2010.00
 DR7051* NAVD 88 ORTHO HEIGHT -   267.113 (meters)      876.35  (feet) ADJUSTED
 DR7051  ______________________________________________________________________
 DR7051  GEOID HEIGHT    -        -27.856 (meters)                     GEOID18
 DR7051  NAD 83(2011) X  -   -228,157.697 (meters)                     COMP
 DR7051  NAD 83(2011) Y  - -4,471,679.847 (meters)                     COMP
 DR7051  NAD 83(2011) Z  -  4,527,424.084 (meters)                     COMP
 DR7051  LAPLACE CORR    -          9.81  (seconds)                    DEFLEC18
 DR7051  DYNAMIC HEIGHT  -        267.111 (meters)      876.35  (feet) COMP
 DR7051  MODELED GRAVITY -    980,599.7   (mgal)                       NAVD 88
 DR7051
 DR7051  VERT ORDER      -  SECOND    CLASS I
 DR7051
 DR7051  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DR7051  Standards:
 DR7051         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DR7051            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DR7051  -------------------------------------------------------------------
 DR7051  NETWORK    0.60   1.33           0.27   0.21   0.68      0.06387598
 DR7051  -------------------------------------------------------------------
 DR7051  Click here for local accuracies and other accuracy information.
 DR7051
 DR7051.The horizontal coordinates were established by GPS observations
 DR7051.and adjusted by the MN DEPT OF TRANSP in September 2021.
 DR7051
 DR7051.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DR7051.been affixed to the stable North American tectonic plate. See 
 DR7051.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DR7051
 DR7051.The horizontal coordinates are valid at the epoch date displayed above
 DR7051.which is a decimal equivalence of Year/Month/Day.
 DR7051
 DR7051.The orthometric height was determined by differential leveling and
 DR7051.adjusted by the NATIONAL GEODETIC SURVEY
 DR7051.in March 2023.
 DR7051
 DR7051.Significant digits in the geoid height do not necessarily reflect accuracy.
 DR7051.GEOID18 height accuracy estimate available here.
 DR7051
 DR7051.Click photographs - Photos may exist for this station.
 DR7051
 DR7051.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DR7051
 DR7051.The Laplace correction was computed from DEFLEC18 derived deflections.
 DR7051
 DR7051.The ellipsoidal height was determined by GPS observations
 DR7051.and is referenced to NAD 83.
 DR7051
 DR7051.The dynamic height is computed by dividing the NAVD 88
 DR7051.geopotential number by the normal gravity value computed on the
 DR7051.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DR7051.degrees latitude (g = 980.6199 gals.).
 DR7051
 DR7051.The modeled gravity was interpolated from observed gravity values.
 DR7051
 DR7051. The following values were computed from the NAD 83(2011) position.
 DR7051
 DR7051;                    North         East     Units Scale Factor Converg.
 DR7051;SPC MN C     -   157,564.489   903,862.264   MT  1.00002480   +0 57 41.3
 DR7051;SPC MN C     -   516,942.83  2,965,421.44   sFT  1.00002480   +0 57 41.3
 DR7051;UTM  15      - 5,039,618.046   506,181.923   MT  0.99960047   +0 03 23.2
 DR7051
 DR7051!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DR7051!SPC MN C     -   0.99996249  x   1.00002480  =   0.99998729
 DR7051!UTM  15      -   0.99996249  x   0.99960047  =   0.99956298
 DR7051
 DR7051_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWL0618139618(NAD 83)
 DR7051
 DR7051                          SUPERSEDED SURVEY CONTROL
 DR7051
 DR7051  NAVD 88 (09/07/21)  267.10   (m)  GEOID18  model used  GPS OBS        
 DR7051
 DR7051.Superseded values are not recommended for survey control.
 DR7051
 DR7051.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DR7051.See file dsdata.pdf to determine how the superseded data were derived.
 DR7051
 DR7051_MARKER: F = FLANGE-ENCASED ROD
 DR7051_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DR7051_STAMPING: 1306 BQ 2020
 DR7051_MARK LOGO: MNDT
 DR7051_PROJECTION: RECESSED 8 CENTIMETERS
 DR7051_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DR7051_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DR7051_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DR7051+SATELLITE: SATELLITE OBSERVATIONS - October 28, 2020
 DR7051_ROD/PIPE-DEPTH: 12.8 meters
 DR7051
 DR7051  HISTORY     - Date     Condition        Report By
 DR7051  HISTORY     - 20201028 MONUMENTED       MNDT
 DR7051  HISTORY     - 20201028 GOOD             MNDT
 DR7051
 DR7051                          STATION DESCRIPTION
 DR7051
 DR7051'DESCRIBED BY MN DEPT OF TRANSP 2020 (MPP)
 DR7051'IN NORTH BRANCH, 3.6 MILES EAST ALONG TRUNK HIGHWAY 95 FROM THE
 DR7051'JUNCTION OF TRUNK HIGHWAY 95 AND INTERSTATE HIGHWAY 35 IN NORTH
 DR7051'BRANCH, AT TRUNK HIGHWAY 95 MILEPOINT 58.10, 39.3 FEET SOUTH OF TRUNK
 DR7051'HIGHWAY 95, 35.3 FEET WEST OF A FIELD ENTRANCE, 1.5 FEET NORTH OF A
 DR7051'WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DR7052 ***********************************************************************
 DR7052  DESIGNATION -  1306 BR
 DR7052  PID         -  DR7052
 DR7052  STATE/COUNTY-  MN/CHISAGO
 DR7052  COUNTRY     -  US
 DR7052  USGS QUAD   -  NORTH BRANCH (2019)
 DR7052
 DR7052                         *CURRENT SURVEY CONTROL
 DR7052  ______________________________________________________________________
 DR7052* NAD 83(2011) POSITION- 45 30 50.02215(N) 092 57 37.88102(W)   ADJUSTED
 DR7052* NAD 83(2011) ELLIP HT-   241.421 (meters)        (09/07/21)   ADJUSTED
 DR7052* NAD 83(2011) EPOCH   -  2010.00
 DR7052* NAVD 88 ORTHO HEIGHT -   269.421 (meters)      883.93  (feet) ADJUSTED
 DR7052  ______________________________________________________________________
 DR7052  GEOID HEIGHT    -        -28.004 (meters)                     GEOID18
 DR7052  NAD 83(2011) X  -   -231,237.598 (meters)                     COMP
 DR7052  NAD 83(2011) Y  - -4,471,219.288 (meters)                     COMP
 DR7052  NAD 83(2011) Z  -  4,527,723.734 (meters)                     COMP
 DR7052  LAPLACE CORR    -          9.56  (seconds)                    DEFLEC18
 DR7052  DYNAMIC HEIGHT  -        269.415 (meters)      883.91  (feet) COMP
 DR7052  MODELED GRAVITY -    980,585.2   (mgal)                       NAVD 88
 DR7052
 DR7052  VERT ORDER      -  SECOND    CLASS I
 DR7052
 DR7052  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DR7052  Standards:
 DR7052         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DR7052            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DR7052  -------------------------------------------------------------------
 DR7052  NETWORK    0.57   1.25           0.26   0.20   0.64      0.03864660
 DR7052  -------------------------------------------------------------------
 DR7052  Click here for local accuracies and other accuracy information.
 DR7052
 DR7052.The horizontal coordinates were established by GPS observations
 DR7052.and adjusted by the MN DEPT OF TRANSP in September 2021.
 DR7052
 DR7052.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DR7052.been affixed to the stable North American tectonic plate. See 
 DR7052.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DR7052
 DR7052.The horizontal coordinates are valid at the epoch date displayed above
 DR7052.which is a decimal equivalence of Year/Month/Day.
 DR7052
 DR7052.The orthometric height was determined by differential leveling and
 DR7052.adjusted by the NATIONAL GEODETIC SURVEY
 DR7052.in March 2023.
 DR7052
 DR7052.Significant digits in the geoid height do not necessarily reflect accuracy.
 DR7052.GEOID18 height accuracy estimate available here.
 DR7052
 DR7052.Click photographs - Photos may exist for this station.
 DR7052
 DR7052.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DR7052
 DR7052.The Laplace correction was computed from DEFLEC18 derived deflections.
 DR7052
 DR7052.The ellipsoidal height was determined by GPS observations
 DR7052.and is referenced to NAD 83.
 DR7052
 DR7052.The dynamic height is computed by dividing the NAVD 88
 DR7052.geopotential number by the normal gravity value computed on the
 DR7052.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DR7052.degrees latitude (g = 980.6199 gals.).
 DR7052
 DR7052.The modeled gravity was interpolated from observed gravity values.
 DR7052
 DR7052. The following values were computed from the NAD 83(2011) position.
 DR7052
 DR7052;                    North         East     Units Scale Factor Converg.
 DR7052;SPC MN C     -   157,938.583   900,756.224   MT  1.00002385   +0 55 58.1
 DR7052;SPC MN C     -   518,170.17  2,955,231.04   sFT  1.00002385   +0 55 58.1
 DR7052;UTM  15      - 5,040,040.963   503,083.492   MT  0.99960012   +0 01 41.4
 DR7052
 DR7052!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DR7052!SPC MN C     -   0.99996215  x   1.00002385  =   0.99998600
 DR7052!UTM  15      -   0.99996215  x   0.99960012  =   0.99956229
 DR7052
 DR7052_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWL0308340040(NAD 83)
 DR7052
 DR7052                          SUPERSEDED SURVEY CONTROL
 DR7052
 DR7052  NAVD 88 (09/07/21)  269.43   (m)  GEOID18  model used  GPS OBS        
 DR7052
 DR7052.Superseded values are not recommended for survey control.
 DR7052
 DR7052.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DR7052.See file dsdata.pdf to determine how the superseded data were derived.
 DR7052
 DR7052_MARKER: F = FLANGE-ENCASED ROD
 DR7052_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DR7052_STAMPING: 1306 BR 2020
 DR7052_MARK LOGO: MNDT
 DR7052_PROJECTION: RECESSED 5 CENTIMETERS
 DR7052_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DR7052_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DR7052_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DR7052+SATELLITE: SATELLITE OBSERVATIONS - October 27, 2020
 DR7052_ROD/PIPE-DEPTH: 7.6 meters
 DR7052
 DR7052  HISTORY     - Date     Condition        Report By
 DR7052  HISTORY     - 20201027 MONUMENTED       MNDT
 DR7052  HISTORY     - 20201027 GOOD             MNDT
 DR7052
 DR7052                          STATION DESCRIPTION
 DR7052
 DR7052'DESCRIBED BY MN DEPT OF TRANSP 2020 (MPP)
 DR7052'IN NORTH BRANCH, 1.65 MILES EAST ALONG TRUNK HIGHWAY 95 FROM THE
 DR7052'JUNCTION OF TRUNK HIGHWAY 95 AND INTERSTATE HIGHWAY 35 IN NORTH
 DR7052'BRANCH, AT TRUNK HIGHWAY 95 MILEPOINT 56.05, 69.3 FEET NORTH OF TRUNK
 DR7052'HIGHWAY 95, 108.0 FEET WEST OF HEMINGWAY AVENUE, 1.5 FEET SOUTH OF A
 DR7052'WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DK3864 ***********************************************************************
 DK3864  DESIGNATION -  1306 C
 DK3864  PID         -  DK3864
 DK3864  STATE/COUNTY-  MN/CHISAGO
 DK3864  COUNTRY     -  US
 DK3864  USGS QUAD   -  SAINT CROIX DALLES (2019)
 DK3864
 DK3864                         *CURRENT SURVEY CONTROL
 DK3864  ______________________________________________________________________
 DK3864* NAD 83(2011) POSITION- 45 26 07.02862(N) 092 42 20.29129(W)   ADJUSTED
 DK3864* NAD 83(2011) ELLIP HT-   256.645 (meters)        (09/07/21)   ADJUSTED
 DK3864* NAD 83(2011) EPOCH   -  2010.00
 DK3864* NAVD 88 ORTHO HEIGHT -   284.197 (meters)      932.40  (feet) ADJUSTED
 DK3864  ______________________________________________________________________
 DK3864  GEOID HEIGHT    -        -27.553 (meters)                     GEOID18
 DK3864  NAD 83(2011) X  -   -211,639.249 (meters)                     COMP
 DK3864  NAD 83(2011) Y  - -4,478,436.443 (meters)                     COMP
 DK3864  NAD 83(2011) Z  -  4,521,607.936 (meters)                     COMP
 DK3864  LAPLACE CORR    -         -1.78  (seconds)                    DEFLEC18
 DK3864  DYNAMIC HEIGHT  -        284.201 (meters)      932.42  (feet) COMP
 DK3864  MODELED GRAVITY -    980,622.9   (mgal)                       NAVD 88
 DK3864
 DK3864  VERT ORDER      -  SECOND    CLASS I
 DK3864
 DK3864  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DK3864  Standards:
 DK3864         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DK3864            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DK3864  -------------------------------------------------------------------
 DK3864  NETWORK    0.64   1.55           0.28   0.24   0.79     -0.00443436
 DK3864  -------------------------------------------------------------------
 DK3864  Click here for local accuracies and other accuracy information.
 DK3864
 DK3864.The horizontal coordinates were established by GPS observations
 DK3864.and adjusted by the MN DEPT OF TRANSP in September 2021.
 DK3864
 DK3864.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DK3864.been affixed to the stable North American tectonic plate. See 
 DK3864.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DK3864
 DK3864.The horizontal coordinates are valid at the epoch date displayed above
 DK3864.which is a decimal equivalence of Year/Month/Day.
 DK3864
 DK3864.The orthometric height was determined by differential leveling and
 DK3864.adjusted by the NATIONAL GEODETIC SURVEY
 DK3864.in October 2008.
 DK3864
 DK3864.Significant digits in the geoid height do not necessarily reflect accuracy.
 DK3864.GEOID18 height accuracy estimate available here.
 DK3864
 DK3864.Click photographs - Photos may exist for this station.
 DK3864
 DK3864.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DK3864
 DK3864.The Laplace correction was computed from DEFLEC18 derived deflections.
 DK3864
 DK3864.The ellipsoidal height was determined by GPS observations
 DK3864.and is referenced to NAD 83.
 DK3864
 DK3864.The dynamic height is computed by dividing the NAVD 88
 DK3864.geopotential number by the normal gravity value computed on the
 DK3864.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK3864.degrees latitude (g = 980.6199 gals.).
 DK3864
 DK3864.The modeled gravity was interpolated from observed gravity values.
 DK3864
 DK3864. The following values were computed from the NAD 83(2011) position.
 DK3864
 DK3864;                    North         East     Units Scale Factor Converg.
 DK3864;SPC MN C     -   149,559.508   920,840.348   MT  1.00004423   +1 07 01.8
 DK3864;SPC MN C     -   490,679.82  3,021,123.71   sFT  1.00004423   +1 07 01.8
 DK3864;UTM  15      - 5,031,349.116   523,024.010   MT  0.99960652   +0 12 35.0
 DK3864
 DK3864!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DK3864!SPC MN C     -   0.99995977  x   1.00004423  =   1.00000399
 DK3864!UTM  15      -   0.99995977  x   0.99960652  =   0.99956630
 DK3864
 DK3864_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWL2302431349(NAD 83)
 DK3864
 DK3864                          SUPERSEDED SURVEY CONTROL
 DK3864
 DK3864.No superseded survey control is available for this station.
 DK3864
 DK3864_MARKER: DD = SURVEY DISK
 DK3864_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DK3864_STAMPING: 1306 C 2005
 DK3864_MARK LOGO: MNDT
 DK3864_PROJECTION: RECESSED 10 CENTIMETERS
 DK3864_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DK3864_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DK3864_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DK3864+SATELLITE: SATELLITE OBSERVATIONS - October 19, 2020
 DK3864_ROD/PIPE-DEPTH: 10.7 meters
 DK3864
 DK3864  HISTORY     - Date     Condition        Report By
 DK3864  HISTORY     - 2005     MONUMENTED       MNDT
 DK3864  HISTORY     - 20200421 GOOD             MNDT
 DK3864  HISTORY     - 20201019 GOOD             MNDT
 DK3864
 DK3864                          STATION DESCRIPTION
 DK3864
 DK3864'DESCRIBED BY MN DEPT OF TRANSP 2005
 DK3864'3.0 MI (4.8 KM) NORTHWEST OF TAYLORS FALLS, 4.10 MI (6.6 KM) NORTHWEST
 DK3864'ALONG TRUNK HIGHWAY 95 FROM THE JUNCTION OF TRUNK HIGHWAY 95 AND TRUNK
 DK3864'HIGHWAY 8 IN TAYLORS FALLS, AT TRUNK HIGHWAY 95 MILE POINT 70.80, 350
 DK3864'FT (106.7 M) SOUTHEAST OF DRIVEWAY, 68.0 FT (20.7 M) SOUTHWEST OF
 DK3864'TRUNK HIGHWAY 95, 17.6 FT (5.4 M) SOUTHEAST OF A POWER POLE NUMBER
 DK3864'104, 2.0 FT (0.6 M) NORTHEAST OF A WITNESS POST.
 DK3864
 DK3864                          STATION RECOVERY (2020)
 DK3864
 DK3864'RECOVERY NOTE BY MN DEPT OF TRANSP 2020 (MPP)
 DK3864'RECOVERED IN GOOD CONDITION.
 DK3864
 DK3864                          STATION RECOVERY (2020)
 DK3864
 DK3864'RECOVERY NOTE BY MN DEPT OF TRANSP 2020 (KMS)
 DK3864'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DK3865 ***********************************************************************
 DK3865  DESIGNATION -  1306 D
 DK3865  PID         -  DK3865
 DK3865  STATE/COUNTY-  MN/CHISAGO
 DK3865  COUNTRY     -  US
 DK3865  USGS QUAD   -  SAINT CROIX DALLES (2019)
 DK3865
 DK3865                         *CURRENT SURVEY CONTROL
 DK3865  ______________________________________________________________________
 DK3865* NAD 83(2011) POSITION- 45 26 48.35765(N) 092 43 17.78817(W)   ADJUSTED
 DK3865* NAD 83(2011) ELLIP HT-   259.801 (meters)        (06/27/12)   ADJUSTED
 DK3865* NAD 83(2011) EPOCH   -  2010.00
 DK3865* NAVD 88 ORTHO HEIGHT -   287.338 (meters)      942.71  (feet) ADJUSTED
 DK3865  ______________________________________________________________________
 DK3865  GEOID HEIGHT    -        -27.534 (meters)                     GEOID18
 DK3865  NAD 83(2011) X  -   -212,844.552 (meters)                     COMP
 DK3865  NAD 83(2011) Y  - -4,477,471.342 (meters)                     COMP
 DK3865  NAD 83(2011) Z  -  4,522,505.464 (meters)                     COMP
 DK3865  LAPLACE CORR    -         -0.81  (seconds)                    DEFLEC18
 DK3865  DYNAMIC HEIGHT  -        287.343 (meters)      942.72  (feet) COMP
 DK3865  MODELED GRAVITY -    980,624.0   (mgal)                       NAVD 88
 DK3865
 DK3865  VERT ORDER      -  SECOND    CLASS I
 DK3865
 DK3865  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DK3865  Standards:
 DK3865         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DK3865            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DK3865  -------------------------------------------------------------------
 DK3865  NETWORK    0.33   0.69           0.15   0.11   0.35     -0.00038915
 DK3865  -------------------------------------------------------------------
 DK3865  Click here for local accuracies and other accuracy information.
 DK3865
 DK3865.The horizontal coordinates were established by GPS observations
 DK3865.and adjusted by the National Geodetic Survey in June 2012.
 DK3865
 DK3865.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DK3865.been affixed to the stable North American tectonic plate. See 
 DK3865.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DK3865
 DK3865.The horizontal coordinates are valid at the epoch date displayed above
 DK3865.which is a decimal equivalence of Year/Month/Day.
 DK3865
 DK3865.The orthometric height was determined by differential leveling and
 DK3865.adjusted by the NATIONAL GEODETIC SURVEY
 DK3865.in October 2008.
 DK3865
 DK3865.Significant digits in the geoid height do not necessarily reflect accuracy.
 DK3865.GEOID18 height accuracy estimate available here.
 DK3865
 DK3865.Click photographs - Photos may exist for this station.
 DK3865
 DK3865.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DK3865
 DK3865.The Laplace correction was computed from DEFLEC18 derived deflections.
 DK3865
 DK3865.The ellipsoidal height was determined by GPS observations
 DK3865.and is referenced to NAD 83.
 DK3865
 DK3865.The dynamic height is computed by dividing the NAVD 88
 DK3865.geopotential number by the normal gravity value computed on the
 DK3865.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK3865.degrees latitude (g = 980.6199 gals.).
 DK3865
 DK3865.The modeled gravity was interpolated from observed gravity values.
 DK3865
 DK3865. The following values were computed from the NAD 83(2011) position.
 DK3865
 DK3865;                    North         East     Units Scale Factor Converg.
 DK3865;SPC MN C     -   150,811.008   919,566.188   MT  1.00004114   +1 06 20.2
 DK3865;SPC MN C     -   494,785.78  3,016,943.40   sFT  1.00004114   +1 06 20.2
 DK3865;UTM  15      - 5,032,620.080   521,770.375   MT  0.99960583   +0 11 54.2
 DK3865
 DK3865!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DK3865!SPC MN C     -   0.99995927  x   1.00004114  =   1.00000041
 DK3865!UTM  15      -   0.99995927  x   0.99960583  =   0.99956512
 DK3865
 DK3865_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWL2177032620(NAD 83)
 DK3865
 DK3865                          SUPERSEDED SURVEY CONTROL
 DK3865
 DK3865  NAD 83(2007)-  45 26 48.35783(N)    092 43 17.78899(W) AD(2002.00) 1
 DK3865  ELLIP H (04/01/09)  259.829  (m)                       GP(2002.00) 3 2
 DK3865  NAVD 88             287.34   (m)          942.7    (f) LEVELING    3  
 DK3865
 DK3865.Superseded values are not recommended for survey control.
 DK3865
 DK3865.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK3865.See file dsdata.pdf to determine how the superseded data were derived.
 DK3865
 DK3865_MARKER: DD = SURVEY DISK
 DK3865_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DK3865_STAMPING: 1306 D 2005
 DK3865_MARK LOGO: MNDT
 DK3865_PROJECTION: RECESSED 5 CENTIMETERS
 DK3865_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DK3865_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DK3865_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DK3865+SATELLITE: SATELLITE OBSERVATIONS - October 19, 2020
 DK3865_ROD/PIPE-DEPTH: 6.1 meters
 DK3865
 DK3865  HISTORY     - Date     Condition        Report By
 DK3865  HISTORY     - 20051122 MONUMENTED       MNDT
 DK3865  HISTORY     - 20051122 GOOD             MNDT
 DK3865  HISTORY     - 20140416 GOOD             MNDT
 DK3865  HISTORY     - 20201019 GOOD             MNDT
 DK3865
 DK3865                          STATION DESCRIPTION
 DK3865
 DK3865'DESCRIBED BY MN DEPT OF TRANSP 2005
 DK3865'4.5 MI (7.2 KM) NORTHWEST OF TAYLORS FALLS, 5.25 MI (8.4 KM) NORTHWEST
 DK3865'ALONG TRUNK HIGHWAY 95 FROM THE JUNCTION OF TRUNK HIGHWAY 95 AND TRUNK
 DK3865'HIGHWAY 8 IN TAYLORS FALLS, AT TRUNK HIGHWAY 95 MILE POINT 69.65, 63.0
 DK3865'FT (19.2 M) SOUTHWEST OF TRUNK HIGHWAY 95, 19.5 FT (5.9 M) SOUTHEAST
 DK3865'OF A FIELD ENTRANCE, 8.9 FT (2.7 M) SOUTHEAST OF THE SOUTH CORNER GATE
 DK3865'POST, 2.6 FT (0.8 M) NORTHEAST OF A WITNESS POST.
 DK3865
 DK3865                          STATION RECOVERY (2005)
 DK3865
 DK3865'RECOVERY NOTE BY MN DEPT OF TRANSP 2005 (MPP)
 DK3865'4.5 MILES NORTHWEST OF TAYLORS FALLS, 5.25 MILES NORTHWEST ALONG TRUNK
 DK3865'HIGHWAY 95 FROM JUNCTION OF TRUNK HIGHWAY 95 AND TRUNK HIGHWAY 8 IN
 DK3865'TAYLORS FALLS, AT TRUNK HIGHWAY 95 MILEPOINT 69.65, 63.0 FEET
 DK3865'SOUTHWEST OF TRUNK HIGHWAY 95, 19.5 FEET SOUTHEAST OF DRIVEWAY, 8.9
 DK3865'FEET SOUTHEAST OF SOUTH CORNER GATE POST, 2.6 FEET NORTHEAST OF
 DK3865'WITNESS POST.
 DK3865
 DK3865                          STATION RECOVERY (2014)
 DK3865
 DK3865'RECOVERY NOTE BY MN DEPT OF TRANSP 2014 (MPP)
 DK3865'4.5 MILES NORTHWEST OF TAYLORS FALLS, 5.25 MILES NORTHWEST ALONG TRUNK
 DK3865'HIGHWAY 95 FROM THE JUNCTION OF TRUNK HIGHWAY 95 AND TRUNK HIGHWAY 8
 DK3865'IN TAYLORS FALLS, AT TRUNK HIGHWAY 95 MILEPOINT 69.65, 63.0 FEET
 DK3865'SOUTHWEST OF TRUNK HIGHWAY 95, 19.5 FEET SOUTHEAST OF DRIVEWAY, 8.9
 DK3865'FEET SOUTHEAST OF SOUTH CORNER GATE POST, 2.6 FEET NORTHEAST OF
 DK3865'WITNESS POST.
 DK3865
 DK3865                          STATION RECOVERY (2020)
 DK3865
 DK3865'RECOVERY NOTE BY MN DEPT OF TRANSP 2020 (MPP)
 DK3865'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DK3866 ***********************************************************************
 DK3866  DESIGNATION -  1306 E
 DK3866  PID         -  DK3866
 DK3866  STATE/COUNTY-  MN/CHISAGO
 DK3866  COUNTRY     -  US
 DK3866  USGS QUAD   -  SAINT CROIX DALLES (2019)
 DK3866
 DK3866                         *CURRENT SURVEY CONTROL
 DK3866  ______________________________________________________________________
 DK3866* NAD 83(2011) POSITION- 45 27 20.64094(N) 092 44 02.82585(W)   ADJUSTED
 DK3866* NAD 83(2011) ELLIP HT-   256.970 (meters)        (09/07/21)   ADJUSTED
 DK3866* NAD 83(2011) EPOCH   -  2010.00
 DK3866* NAVD 88 ORTHO HEIGHT -   284.488 (meters)      933.36  (feet) ADJUSTED
 DK3866  ______________________________________________________________________
 DK3866  GEOID HEIGHT    -        -27.523 (meters)                     GEOID18
 DK3866  NAD 83(2011) X  -   -213,788.221 (meters)                     COMP
 DK3866  NAD 83(2011) Y  - -4,476,713.282 (meters)                     COMP
 DK3866  NAD 83(2011) Z  -  4,523,202.649 (meters)                     COMP
 DK3866  LAPLACE CORR    -         -0.10  (seconds)                    DEFLEC18
 DK3866  DYNAMIC HEIGHT  -        284.493 (meters)      933.37  (feet) COMP
 DK3866  MODELED GRAVITY -    980,624.4   (mgal)                       NAVD 88
 DK3866
 DK3866  VERT ORDER      -  SECOND    CLASS I
 DK3866
 DK3866  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DK3866  Standards:
 DK3866         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DK3866            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DK3866  -------------------------------------------------------------------
 DK3866  NETWORK    0.63   1.51           0.28   0.23   0.77      0.01244176
 DK3866  -------------------------------------------------------------------
 DK3866  Click here for local accuracies and other accuracy information.
 DK3866
 DK3866.The horizontal coordinates were established by GPS observations
 DK3866.and adjusted by the MN DEPT OF TRANSP in September 2021.
 DK3866
 DK3866.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DK3866.been affixed to the stable North American tectonic plate. See 
 DK3866.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DK3866
 DK3866.The horizontal coordinates are valid at the epoch date displayed above
 DK3866.which is a decimal equivalence of Year/Month/Day.
 DK3866
 DK3866.The orthometric height was determined by differential leveling and
 DK3866.adjusted by the NATIONAL GEODETIC SURVEY
 DK3866.in October 2008.
 DK3866
 DK3866.Significant digits in the geoid height do not necessarily reflect accuracy.
 DK3866.GEOID18 height accuracy estimate available here.
 DK3866
 DK3866.Click photographs - Photos may exist for this station.
 DK3866
 DK3866.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DK3866
 DK3866.The Laplace correction was computed from DEFLEC18 derived deflections.
 DK3866
 DK3866.The ellipsoidal height was determined by GPS observations
 DK3866.and is referenced to NAD 83.
 DK3866
 DK3866.The dynamic height is computed by dividing the NAVD 88
 DK3866.geopotential number by the normal gravity value computed on the
 DK3866.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK3866.degrees latitude (g = 980.6199 gals.).
 DK3866
 DK3866.The modeled gravity was interpolated from observed gravity values.
 DK3866
 DK3866. The following values were computed from the NAD 83(2011) position.
 DK3866
 DK3866;                    North         East     Units Scale Factor Converg.
 DK3866;SPC MN C     -   151,788.719   918,568.539   MT  1.00003875   +1 05 47.7
 DK3866;SPC MN C     -   497,993.49  3,013,670.28   sFT  1.00003875   +1 05 47.7
 DK3866;UTM  15      - 5,033,613.032   520,788.757   MT  0.99960531   +0 11 22.2
 DK3866
 DK3866!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DK3866!SPC MN C     -   0.99995971  x   1.00003875  =   0.99999846
 DK3866!UTM  15      -   0.99995971  x   0.99960531  =   0.99956504
 DK3866
 DK3866_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWL2078833613(NAD 83)
 DK3866
 DK3866                          SUPERSEDED SURVEY CONTROL
 DK3866
 DK3866.No superseded survey control is available for this station.
 DK3866
 DK3866_MARKER: DD = SURVEY DISK
 DK3866_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DK3866_STAMPING: 1306 E 2005
 DK3866_MARK LOGO: MNDT
 DK3866_PROJECTION: RECESSED 10 CENTIMETERS
 DK3866_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DK3866_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DK3866_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DK3866+SATELLITE: SATELLITE OBSERVATIONS - October 19, 2020
 DK3866_ROD/PIPE-DEPTH: 7.6 meters
 DK3866
 DK3866  HISTORY     - Date     Condition        Report By
 DK3866  HISTORY     - 2005     MONUMENTED       MNDT
 DK3866  HISTORY     - 20200421 GOOD             MNDT
 DK3866  HISTORY     - 20201019 GOOD             MNDT
 DK3866
 DK3866                          STATION DESCRIPTION
 DK3866
 DK3866'DESCRIBED BY MN DEPT OF TRANSP 2005
 DK3866'IN PALMDALE, AT THE JUNCTION OF TRUNK HIGHWAY 95 AND COUNTY ROAD 79 IN
 DK3866'PALMDALE, AT TRUNK HIGHWAY 95 MILE POINT 68.85, 72.5 FT (22.1 M) NORTH
 DK3866'OF COUNTY ROAD 79 (350TH STREET), 67.6 FT (20.6 M) SOUTHWEST OF TRUNK
 DK3866'HIGHWAY 95, 38.2 FT (11.6 M) SOUTHEAST OF A POWER POLE, 1.2 FT (0.4 M)
 DK3866'SOUTHEAST OF A WITNESS POST
 DK3866
 DK3866                          STATION RECOVERY (2020)
 DK3866
 DK3866'RECOVERY NOTE BY MN DEPT OF TRANSP 2020 (MPP)
 DK3866'RECOVERED IN GOOD CONDITION.
 DK3866
 DK3866                          STATION RECOVERY (2020)
 DK3866
 DK3866'RECOVERY NOTE BY MN DEPT OF TRANSP 2020 (KMS)
 DK3866'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DR7053 ***********************************************************************
 DR7053  DESIGNATION -  1306 F RESET
 DR7053  PID         -  DR7053
 DR7053  STATE/COUNTY-  MN/CHISAGO
 DR7053  COUNTRY     -  US
 DR7053  USGS QUAD   -  SAINT CROIX DALLES (2019)
 DR7053
 DR7053                         *CURRENT SURVEY CONTROL
 DR7053  ______________________________________________________________________
 DR7053* NAD 83(2011) POSITION- 45 27 51.00394(N) 092 44 44.15082(W)   ADJUSTED
 DR7053* NAD 83(2011) ELLIP HT-   257.200 (meters)        (09/07/21)   ADJUSTED
 DR7053* NAD 83(2011) EPOCH   -  2010.00
 DR7053* NAVD 88 ORTHO HEIGHT -   284.707 (meters)      934.08  (feet) ADJUSTED
 DR7053  ______________________________________________________________________
 DR7053  GEOID HEIGHT    -        -27.516 (meters)                     GEOID18
 DR7053  NAD 83(2011) X  -   -214,653.124 (meters)                     COMP
 DR7053  NAD 83(2011) Y  - -4,476,003.134 (meters)                     COMP
 DR7053  NAD 83(2011) Z  -  4,523,860.325 (meters)                     COMP
 DR7053  LAPLACE CORR    -          0.43  (seconds)                    DEFLEC18
 DR7053  DYNAMIC HEIGHT  -        284.711 (meters)      934.09  (feet) COMP
 DR7053  MODELED GRAVITY -    980,623.8   (mgal)                       NAVD 88
 DR7053
 DR7053  VERT ORDER      -  SECOND    CLASS I
 DR7053
 DR7053  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DR7053  Standards:
 DR7053         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DR7053            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DR7053  -------------------------------------------------------------------
 DR7053  NETWORK    0.64   1.53           0.28   0.24   0.78      0.02216196
 DR7053  -------------------------------------------------------------------
 DR7053  Click here for local accuracies and other accuracy information.
 DR7053
 DR7053.The horizontal coordinates were established by GPS observations
 DR7053.and adjusted by the MN DEPT OF TRANSP in September 2021.
 DR7053
 DR7053.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DR7053.been affixed to the stable North American tectonic plate. See 
 DR7053.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DR7053
 DR7053.The horizontal coordinates are valid at the epoch date displayed above
 DR7053.which is a decimal equivalence of Year/Month/Day.
 DR7053
 DR7053.The orthometric height was determined by differential leveling and
 DR7053.adjusted by the NATIONAL GEODETIC SURVEY
 DR7053.in March 2023.
 DR7053
 DR7053.Significant digits in the geoid height do not necessarily reflect accuracy.
 DR7053.GEOID18 height accuracy estimate available here.
 DR7053
 DR7053.Click photographs - Photos may exist for this station.
 DR7053
 DR7053.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DR7053
 DR7053.The Laplace correction was computed from DEFLEC18 derived deflections.
 DR7053
 DR7053.The ellipsoidal height was determined by GPS observations
 DR7053.and is referenced to NAD 83.
 DR7053
 DR7053.The dynamic height is computed by dividing the NAVD 88
 DR7053.geopotential number by the normal gravity value computed on the
 DR7053.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DR7053.degrees latitude (g = 980.6199 gals.).
 DR7053
 DR7053.The modeled gravity was interpolated from observed gravity values.
 DR7053
 DR7053. The following values were computed from the NAD 83(2011) position.
 DR7053
 DR7053;                    North         East     Units Scale Factor Converg.
 DR7053;SPC MN C     -   152,708.846   917,652.972   MT  1.00003652   +1 05 17.8
 DR7053;SPC MN C     -   501,012.27  3,010,666.46   sFT  1.00003652   +1 05 17.8
 DR7053;UTM  15      - 5,034,547.133   519,888.260   MT  0.99960486   +0 10 52.8
 DR7053
 DR7053!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DR7053!SPC MN C     -   0.99995968  x   1.00003652  =   0.99999620
 DR7053!UTM  15      -   0.99995968  x   0.99960486  =   0.99956455
 DR7053
 DR7053_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWL1988834547(NAD 83)
 DR7053
 DR7053                          SUPERSEDED SURVEY CONTROL
 DR7053
 DR7053  NAVD 88 (09/07/21)  284.72   (m)  GEOID18  model used  GPS OBS        
 DR7053
 DR7053.Superseded values are not recommended for survey control.
 DR7053
 DR7053.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DR7053.See file dsdata.pdf to determine how the superseded data were derived.
 DR7053
 DR7053_MARKER: I = METAL ROD
 DR7053_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DR7053_STAMPING: 1306 F RESET 2020
 DR7053_MARK LOGO: MNDT
 DR7053_PROJECTION: RECESSED 13 CENTIMETERS
 DR7053_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DR7053_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DR7053_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DR7053+SATELLITE: SATELLITE OBSERVATIONS - October 19, 2020
 DR7053_ROD/PIPE-DEPTH: 7.6 meters
 DR7053
 DR7053  HISTORY     - Date     Condition        Report By
 DR7053  HISTORY     - 20201019 MONUMENTED       MNDT
 DR7053  HISTORY     - 20201019 GOOD             MNDT
 DR7053
 DR7053                          STATION DESCRIPTION
 DR7053
 DR7053'DESCRIBED BY MN DEPT OF TRANSP 2020 (MPP)
 DR7053'1.0 MILE NORTHWEST OF PALMDALE, 0.8 MILE NORTHWEST ALONG TRUNK HIGHWAY
 DR7053'95 FROM THE JUNCTION OF TRUNK HIGHWAY 95 AND COUNTY ROAD 79 IN
 DR7053'PALMDALE, AT TRUNK HIGHWAY 95 MILEPOINT 68.05, 57.4 FEET NORTHEAST OF
 DR7053'TRUNK HIGHWAY 95, 40.0 FEET NORTHWEST OF A DRIVEWAY NUMBER 17760, 4.5
 DR7053'FEET SOUTHWEST OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DK3877 ***********************************************************************
 DK3877  DESIGNATION -  1306 G
 DK3877  PID         -  DK3877
 DK3877  STATE/COUNTY-  MN/CHISAGO
 DK3877  COUNTRY     -  US
 DK3877  USGS QUAD   -  SUNRISE (2019)
 DK3877
 DK3877                         *CURRENT SURVEY CONTROL
 DK3877  ______________________________________________________________________
 DK3877* NAD 83(2011) POSITION- 45 30 28.95668(N) 092 48 36.20455(W)   ADJUSTED
 DK3877* NAD 83(2011) ELLIP HT-   253.194 (meters)        (06/27/12)   ADJUSTED
 DK3877* NAD 83(2011) EPOCH   -  2010.00
 DK3877* NAVD 88 ORTHO HEIGHT -   280.756 (meters)      921.11  (feet) ADJUSTED
 DK3877  ______________________________________________________________________
 DK3877  GEOID HEIGHT    -        -27.540 (meters)                     GEOID18
 DK3877  NAD 83(2011) X  -   -219,517.999 (meters)                     COMP
 DK3877  NAD 83(2011) Y  - -4,472,282.776 (meters)                     COMP
 DK3877  NAD 83(2011) Z  -  4,527,276.369 (meters)                     COMP
 DK3877  LAPLACE CORR    -          4.72  (seconds)                    DEFLEC18
 DK3877  DYNAMIC HEIGHT  -        280.759 (meters)      921.12  (feet) COMP
 DK3877  MODELED GRAVITY -    980,617.6   (mgal)                       NAVD 88
 DK3877
 DK3877  VERT ORDER      -  SECOND    CLASS I
 DK3877
 DK3877  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DK3877  Standards:
 DK3877         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DK3877            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DK3877  -------------------------------------------------------------------
 DK3877  NETWORK    0.64   0.86           0.29   0.23   0.44      0.03877599
 DK3877  -------------------------------------------------------------------
 DK3877  Click here for local accuracies and other accuracy information.
 DK3877
 DK3877.The horizontal coordinates were established by GPS observations
 DK3877.and adjusted by the National Geodetic Survey in June 2012.
 DK3877
 DK3877.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DK3877.been affixed to the stable North American tectonic plate. See 
 DK3877.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DK3877
 DK3877.The horizontal coordinates are valid at the epoch date displayed above
 DK3877.which is a decimal equivalence of Year/Month/Day.
 DK3877
 DK3877.The orthometric height was determined by differential leveling and
 DK3877.adjusted by the NATIONAL GEODETIC SURVEY
 DK3877.in October 2008.
 DK3877
 DK3877.Significant digits in the geoid height do not necessarily reflect accuracy.
 DK3877.GEOID18 height accuracy estimate available here.
 DK3877
 DK3877.Click photographs - Photos may exist for this station.
 DK3877
 DK3877.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DK3877
 DK3877.The Laplace correction was computed from DEFLEC18 derived deflections.
 DK3877
 DK3877.The ellipsoidal height was determined by GPS observations
 DK3877.and is referenced to NAD 83.
 DK3877
 DK3877.The dynamic height is computed by dividing the NAVD 88
 DK3877.geopotential number by the normal gravity value computed on the
 DK3877.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK3877.degrees latitude (g = 980.6199 gals.).
 DK3877
 DK3877.The modeled gravity was interpolated from observed gravity values.
 DK3877
 DK3877. The following values were computed from the NAD 83(2011) position.
 DK3877
 DK3877;                    North         East     Units Scale Factor Converg.
 DK3877;SPC MN C     -   157,490.900   912,523.794   MT  1.00002530   +1 02 29.9
 DK3877;SPC MN C     -   516,701.39  2,993,838.48   sFT  1.00002530   +1 02 29.9
 DK3877;UTM  15      - 5,039,407.661   514,837.539   MT  0.99960271   +0 08 07.8
 DK3877
 DK3877!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DK3877!SPC MN C     -   0.99996031  x   1.00002530  =   0.99998561
 DK3877!UTM  15      -   0.99996031  x   0.99960271  =   0.99956303
 DK3877
 DK3877_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWL1483739407(NAD 83)
 DK3877
 DK3877                          SUPERSEDED SURVEY CONTROL
 DK3877
 DK3877  NAD 83(2007)-  45 30 28.95683(N)    092 48 36.20528(W) AD(2002.00) 1
 DK3877  ELLIP H (04/01/09)  253.221  (m)                       GP(2002.00) 3 2
 DK3877  NAVD 88             280.76   (m)          921.1    (f) LEVELING    3  
 DK3877
 DK3877.Superseded values are not recommended for survey control.
 DK3877
 DK3877.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK3877.See file dsdata.pdf to determine how the superseded data were derived.
 DK3877
 DK3877_MARKER: DD = SURVEY DISK
 DK3877_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DK3877_STAMPING: 1306 G 2005
 DK3877_MARK LOGO: MNDT
 DK3877_PROJECTION: RECESSED 8 CENTIMETERS
 DK3877_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DK3877_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DK3877_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DK3877+SATELLITE: SATELLITE OBSERVATIONS - October 15, 2020
 DK3877_ROD/PIPE-DEPTH: 3.0 meters
 DK3877
 DK3877  HISTORY     - Date     Condition        Report By
 DK3877  HISTORY     - 2005     MONUMENTED       MNDT
 DK3877  HISTORY     - 20051122 GOOD             MNDT
 DK3877  HISTORY     - 20200421 GOOD             MNDT
 DK3877  HISTORY     - 20201015 GOOD             MNDT
 DK3877
 DK3877                          STATION DESCRIPTION
 DK3877
 DK3877'DESCRIBED BY MN DEPT OF TRANSP 2005
 DK3877'2.0 MI (3.2 KM) NORTHWEST OF ALMELUND, 1.70 MI (2.7 KM) NORTHWEST
 DK3877'ALONG TRUNK HIGHWAY 95 FROM THE JUNCTION OF TRUNK HIGHWAY 95 AND
 DK3877'COUNTY ROAD 12 IN ALMELUND, AT TRUNK HIGHWAY 95 MILE POINT 63.65, 67.0
 DK3877'FT (20.4 M) SOUTHWEST OF TRUNK HIGHWAY 95, 12.9 FT (3.9 M) NORTHWEST
 DK3877'OF A POWER POLE, 1.0 FT (0.3 M) NORTHEAST OF A WITNESS POST.
 DK3877
 DK3877                          STATION RECOVERY (2005)
 DK3877
 DK3877'RECOVERY NOTE BY MN DEPT OF TRANSP 2005 (MPP)
 DK3877'2 MILES NORTHWEST OF ALMELUND, 1.70 MILES NORTHWEST ALONG TRUNK
 DK3877'HIGHWAY 95 FROM JUNCTION OF TRUNK HIGHWAY 95 AND COUNTY ROAD 12 IN
 DK3877'ALMELUND, AT TRUNK HIGHWAY 95 MILEPOINT 63.65, 67.0 FEET SOUTHWEST OF
 DK3877'TRUNK HIGHWAY 95, 12.9 FEET NORTHWEST OF POWER POLE, 1.0 FOOT
 DK3877'NORTHEAST OF WITNESS POST.  ALUMINUM ROD AND DISK, ROD DEPTH IS 10
 DK3877'FEET (3.0 M), DISK RECESSED 3 INCHES
 DK3877
 DK3877                          STATION RECOVERY (2020)
 DK3877
 DK3877'RECOVERY NOTE BY MN DEPT OF TRANSP 2020 (MPP)
 DK3877'RECOVERED IN GOOD CONDITION.
 DK3877
 DK3877                          STATION RECOVERY (2020)
 DK3877
 DK3877'RECOVERY NOTE BY MN DEPT OF TRANSP 2020 (KMS)
 DK3877'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DK3880 ***********************************************************************
 DK3880  DESIGNATION -  1306 H
 DK3880  PID         -  DK3880
 DK3880  STATE/COUNTY-  MN/CHISAGO
 DK3880  COUNTRY     -  US
 DK3880  USGS QUAD   -  SUNRISE (2019)
 DK3880
 DK3880                         *CURRENT SURVEY CONTROL
 DK3880  ______________________________________________________________________
 DK3880* NAD 83(1986) POSITION- 45 30 47.40   (N) 092 51 12.35   (W)   HD_HELD1
 DK3880* NAVD 88 ORTHO HEIGHT -   252.470 (meters)      828.31  (feet) ADJUSTED
 DK3880  ______________________________________________________________________
 DK3880  GEOID HEIGHT    -        -27.632 (meters)                     GEOID18
 DK3880  DYNAMIC HEIGHT  -        252.472 (meters)      828.32  (feet) COMP
 DK3880  MODELED GRAVITY -    980,617.0   (mgal)                       NAVD 88
 DK3880
 DK3880  VERT ORDER      -  SECOND    CLASS I
 DK3880
 DK3880.The horizontal coordinates were determined by differentially corrected
 DK3880.hand held GPS observations or other comparable positioning techniques
 DK3880.and have an estimated accuracy of +/- 3 meters.
 DK3880
 DK3880.The orthometric height was determined by differential leveling and
 DK3880.adjusted by the NATIONAL GEODETIC SURVEY
 DK3880.in October 2008.
 DK3880
 DK3880.Significant digits in the geoid height do not necessarily reflect accuracy.
 DK3880.GEOID18 height accuracy estimate available here.
 DK3880
 DK3880.Click photographs - Photos may exist for this station.
 DK3880
 DK3880.The dynamic height is computed by dividing the NAVD 88
 DK3880.geopotential number by the normal gravity value computed on the
 DK3880.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK3880.degrees latitude (g = 980.6199 gals.).
 DK3880
 DK3880.The modeled gravity was interpolated from observed gravity values.
 DK3880
 DK3880;                    North         East    Units  Estimated Accuracy
 DK3880;SPC MN C     -   157,999.5     909,124.7     MT  (+/- 3 meters HH1 GPS) 
 DK3880
 DK3880_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWL1144839969(NAD 83)
 DK3880
 DK3880                          SUPERSEDED SURVEY CONTROL
 DK3880
 DK3880.No superseded survey control is available for this station.
 DK3880
 DK3880_MARKER: DV = VERTICAL CONTROL DISK
 DK3880_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DK3880_SP_SET: BRIDGE RAILING
 DK3880_STAMPING: 1306 H 2005
 DK3880_MARK LOGO: MNDT
 DK3880_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DK3880_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DK3880_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DK3880+SATELLITE: SATELLITE OBSERVATIONS - October 15, 2020
 DK3880
 DK3880  HISTORY     - Date     Condition        Report By
 DK3880  HISTORY     - 2005     MONUMENTED       MNDT
 DK3880  HISTORY     - 20201015 GOOD             MNDT
 DK3880
 DK3880                          STATION DESCRIPTION
 DK3880
 DK3880'DESCRIBED BY MN DEPT OF TRANSP 2005
 DK3880'6.5 MI (10.5 KM) EAST OF NORTH BRANCH, IN BRIDGE RAILING IN SOUTHEAST
 DK3880'CORNER OF TRUNK HIGHWAY 95 BRIDGE NUMBER 13005 OVER SUNRISE RIVER, 6.5
 DK3880'MI (10.5 KM) EAST ALONG TRUNK HIGHWAY 95 FROM THE JUNCTION OF TRUNK
 DK3880'HIGHWAY 95 AND TRUNK HIGHWAY 61 IN NORTH BRANCH, AT TRUNK HIGHWAY 95
 DK3880'MILE POINT 61.50, 30 FT (9.1 M) SOUTH OF TRUNK HIGHWAY 95.
 DK3880
 DK3880                          STATION RECOVERY (2020)
 DK3880
 DK3880'RECOVERY NOTE BY MN DEPT OF TRANSP 2020 (KMS)
 DK3880'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DR7054 ***********************************************************************
 DR7054  DESIGNATION -  1306 J RESET
 DR7054  PID         -  DR7054
 DR7054  STATE/COUNTY-  MN/CHISAGO
 DR7054  COUNTRY     -  US
 DR7054  USGS QUAD   -  NORTH BRANCH (2019)
 DR7054
 DR7054                         *CURRENT SURVEY CONTROL
 DR7054  ______________________________________________________________________
 DR7054* NAD 83(2011) POSITION- 45 30 48.97051(N) 092 53 00.59120(W)   ADJUSTED
 DR7054* NAD 83(2011) ELLIP HT-   236.628 (meters)        (09/07/21)   ADJUSTED
 DR7054* NAD 83(2011) EPOCH   -  2010.00
 DR7054* NAVD 88 ORTHO HEIGHT -   264.347 (meters)      867.28  (feet) ADJUSTED
 DR7054  ______________________________________________________________________
 DR7054  GEOID HEIGHT    -        -27.721 (meters)                     GEOID18
 DR7054  NAD 83(2011) X  -   -225,227.553 (meters)                     COMP
 DR7054  NAD 83(2011) Y  - -4,471,545.889 (meters)                     COMP
 DR7054  NAD 83(2011) Z  -  4,527,697.563 (meters)                     COMP
 DR7054  LAPLACE CORR    -          8.83  (seconds)                    DEFLEC18
 DR7054  DYNAMIC HEIGHT  -        264.348 (meters)      867.28  (feet) COMP
 DR7054  MODELED GRAVITY -    980,611.5   (mgal)                       NAVD 88
 DR7054
 DR7054  VERT ORDER      -  SECOND    CLASS I
 DR7054
 DR7054  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DR7054  Standards:
 DR7054         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DR7054            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DR7054  -------------------------------------------------------------------
 DR7054  NETWORK    0.62   1.33           0.28   0.22   0.68      0.10505108
 DR7054  -------------------------------------------------------------------
 DR7054  Click here for local accuracies and other accuracy information.
 DR7054
 DR7054.The horizontal coordinates were established by GPS observations
 DR7054.and adjusted by the MN DEPT OF TRANSP in September 2021.
 DR7054
 DR7054.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DR7054.been affixed to the stable North American tectonic plate. See 
 DR7054.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DR7054
 DR7054.The horizontal coordinates are valid at the epoch date displayed above
 DR7054.which is a decimal equivalence of Year/Month/Day.
 DR7054
 DR7054.The orthometric height was determined by differential leveling and
 DR7054.adjusted by the NATIONAL GEODETIC SURVEY
 DR7054.in March 2023.
 DR7054
 DR7054.Significant digits in the geoid height do not necessarily reflect accuracy.
 DR7054.GEOID18 height accuracy estimate available here.
 DR7054
 DR7054.Click photographs - Photos may exist for this station.
 DR7054
 DR7054.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DR7054
 DR7054.The Laplace correction was computed from DEFLEC18 derived deflections.
 DR7054
 DR7054.The ellipsoidal height was determined by GPS observations
 DR7054.and is referenced to NAD 83.
 DR7054
 DR7054.The dynamic height is computed by dividing the NAVD 88
 DR7054.geopotential number by the normal gravity value computed on the
 DR7054.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DR7054.degrees latitude (g = 980.6199 gals.).
 DR7054
 DR7054.The modeled gravity was interpolated from observed gravity values.
 DR7054
 DR7054. The following values were computed from the NAD 83(2011) position.
 DR7054
 DR7054;                    North         East     Units Scale Factor Converg.
 DR7054;SPC MN C     -   158,007.029   906,774.721   MT  1.00002392   +0 59 18.6
 DR7054;SPC MN C     -   518,394.73  2,974,976.73   sFT  1.00002392   +0 59 18.6
 DR7054;UTM  15      - 5,040,014.351   509,099.771   MT  0.99960102   +0 04 59.2
 DR7054
 DR7054!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DR7054!SPC MN C     -   0.99996290  x   1.00002392  =   0.99998682
 DR7054!UTM  15      -   0.99996290  x   0.99960102  =   0.99956394
 DR7054
 DR7054_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWL0909940014(NAD 83)
 DR7054
 DR7054                          SUPERSEDED SURVEY CONTROL
 DR7054
 DR7054  NAVD 88 (09/07/21)  264.35   (m)  GEOID18  model used  GPS OBS        
 DR7054
 DR7054.Superseded values are not recommended for survey control.
 DR7054
 DR7054.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DR7054.See file dsdata.pdf to determine how the superseded data were derived.
 DR7054
 DR7054_MARKER: I = METAL ROD
 DR7054_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DR7054_STAMPING: 1306 J RESET 2020
 DR7054_MARK LOGO: MNDT
 DR7054_PROJECTION: RECESSED 10 CENTIMETERS
 DR7054_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DR7054_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DR7054_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DR7054+SATELLITE: SATELLITE OBSERVATIONS - October 15, 2020
 DR7054_ROD/PIPE-DEPTH: 9.1 meters
 DR7054
 DR7054  HISTORY     - Date     Condition        Report By
 DR7054  HISTORY     - 20201015 MONUMENTED       MNDT
 DR7054  HISTORY     - 20201015 GOOD             MNDT
 DR7054
 DR7054                          STATION DESCRIPTION
 DR7054
 DR7054'DESCRIBED BY MN DEPT OF TRANSP 2020 (MPP)
 DR7054'4.5 MILES EAST OF NORTH BRANCH, 4.8 MILES EAST ALONG TRUNK HIGHWAY 95
 DR7054'FROM THE JUNCTION OF TRUNK HIGHWAY 95 AND COUNTY ROAD 39 IN NORTH
 DR7054'BRANCH, AT TRUNK HIGHWAY 95 MILEPOINT 60.0, 66.0 FEET NORTH OF TRUNK
 DR7054'HIGHWAY 95, 8.9 FEET EAST OF A POWER POLE, 1.0 FOOT SOUTH OF A WITNESS
 DR7054'POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DR7055 ***********************************************************************
 DR7055  DESIGNATION -  1306 K RESET
 DR7055  PID         -  DR7055
 DR7055  STATE/COUNTY-  MN/CHISAGO
 DR7055  COUNTRY     -  US
 DR7055  USGS QUAD   -  NORTH BRANCH (2019)
 DR7055
 DR7055                         *CURRENT SURVEY CONTROL
 DR7055  ______________________________________________________________________
 DR7055* NAD 83(2011) POSITION- 45 30 33.96749(N) 092 54 08.04707(W)   ADJUSTED
 DR7055* NAD 83(2011) ELLIP HT-   243.170 (meters)        (09/07/21)   ADJUSTED
 DR7055* NAD 83(2011) EPOCH   -  2010.00
 DR7055* NAVD 88 ORTHO HEIGHT -   270.972 (meters)      889.01  (feet) ADJUSTED
 DR7055  ______________________________________________________________________
 DR7055  GEOID HEIGHT    -        -27.787 (meters)                     GEOID18
 DR7055  NAD 83(2011) X  -   -226,706.857 (meters)                     COMP
 DR7055  NAD 83(2011) Y  - -4,471,806.591 (meters)                     COMP
 DR7055  NAD 83(2011) Z  -  4,527,377.634 (meters)                     COMP
 DR7055  LAPLACE CORR    -          9.46  (seconds)                    DEFLEC18
 DR7055  DYNAMIC HEIGHT  -        270.971 (meters)      889.01  (feet) COMP
 DR7055  MODELED GRAVITY -    980,605.7   (mgal)                       NAVD 88
 DR7055
 DR7055  VERT ORDER      -  SECOND    CLASS I
 DR7055
 DR7055  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DR7055  Standards:
 DR7055         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DR7055            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DR7055  -------------------------------------------------------------------
 DR7055  NETWORK    0.60   1.33           0.27   0.21   0.68      0.06658448
 DR7055  -------------------------------------------------------------------
 DR7055  Click here for local accuracies and other accuracy information.
 DR7055
 DR7055.The horizontal coordinates were established by GPS observations
 DR7055.and adjusted by the MN DEPT OF TRANSP in September 2021.
 DR7055
 DR7055.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DR7055.been affixed to the stable North American tectonic plate. See 
 DR7055.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DR7055
 DR7055.The horizontal coordinates are valid at the epoch date displayed above
 DR7055.which is a decimal equivalence of Year/Month/Day.
 DR7055
 DR7055.The orthometric height was determined by differential leveling and
 DR7055.adjusted by the NATIONAL GEODETIC SURVEY
 DR7055.in March 2023.
 DR7055
 DR7055.Significant digits in the geoid height do not necessarily reflect accuracy.
 DR7055.GEOID18 height accuracy estimate available here.
 DR7055
 DR7055.Click photographs - Photos may exist for this station.
 DR7055
 DR7055.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DR7055
 DR7055.The Laplace correction was computed from DEFLEC18 derived deflections.
 DR7055
 DR7055.The ellipsoidal height was determined by GPS observations
 DR7055.and is referenced to NAD 83.
 DR7055
 DR7055.The dynamic height is computed by dividing the NAVD 88
 DR7055.geopotential number by the normal gravity value computed on the
 DR7055.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DR7055.degrees latitude (g = 980.6199 gals.).
 DR7055
 DR7055.The modeled gravity was interpolated from observed gravity values.
 DR7055
 DR7055. The following values were computed from the NAD 83(2011) position.
 DR7055
 DR7055;                    North         East     Units Scale Factor Converg.
 DR7055;SPC MN C     -   157,518.814   905,318.630   MT  1.00002496   +0 58 29.8
 DR7055;SPC MN C     -   516,792.98  2,970,199.54   sFT  1.00002496   +0 58 29.8
 DR7055;UTM  15      - 5,039,549.400   507,636.768   MT  0.99960072   +0 04 11.1
 DR7055
 DR7055!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DR7055!SPC MN C     -   0.99996188  x   1.00002496  =   0.99998684
 DR7055!UTM  15      -   0.99996188  x   0.99960072  =   0.99956261
 DR7055
 DR7055_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWL0763639549(NAD 83)
 DR7055
 DR7055                          SUPERSEDED SURVEY CONTROL
 DR7055
 DR7055  NAVD 88 (09/07/21)  270.96   (m)  GEOID18  model used  GPS OBS        
 DR7055
 DR7055.Superseded values are not recommended for survey control.
 DR7055
 DR7055.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DR7055.See file dsdata.pdf to determine how the superseded data were derived.
 DR7055
 DR7055_MARKER: I = METAL ROD
 DR7055_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DR7055_STAMPING: 1306 K RESET 2020
 DR7055_MARK LOGO: MNDT
 DR7055_PROJECTION: RECESSED 13 CENTIMETERS
 DR7055_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DR7055_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DR7055_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DR7055+SATELLITE: SATELLITE OBSERVATIONS - October 15, 2020
 DR7055_ROD/PIPE-DEPTH: 9.1 meters
 DR7055
 DR7055  HISTORY     - Date     Condition        Report By
 DR7055  HISTORY     - 20201015 MONUMENTED       MNDT
 DR7055  HISTORY     - 20201015 GOOD             MNDT
 DR7055
 DR7055                          STATION DESCRIPTION
 DR7055
 DR7055'DESCRIBED BY MN DEPT OF TRANSP 2020 (MPP)
 DR7055'4.0 MILES EAST OF NORTH BRANCH, 3.8 MILES EAST ALONG TRUNK HIGHWAY 95
 DR7055'FROM THE JUNCTION OF TRUNK HIGHWAY 95 AND COUNTY ROAD 30 IN NORTH
 DR7055'BRANCH, AT TRUNK HIGHWAY 95 MILEPOINT 59.0, 80.0 FEET SOUTH OF TRUNK
 DR7055'HIGHWAY 95, 19.1 FEET EAST OF A POWER POLE, 1.0 FOOT NORTH OF A
 DR7055'WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DR8618 ***********************************************************************
 DR8618  DESIGNATION -  1306 L RESET
 DR8618  PID         -  DR8618
 DR8618  STATE/COUNTY-  MN/CHISAGO
 DR8618  COUNTRY     -  US
 DR8618  USGS QUAD   -  NORTH BRANCH (2019)
 DR8618
 DR8618                         *CURRENT SURVEY CONTROL
 DR8618  ______________________________________________________________________
 DR8618* NAD 83(1986) POSITION- 45 30 37.37   (N) 092 55 23.15   (W)   HD_HELD1
 DR8618* NAVD 88 ORTHO HEIGHT -   266.358 (meters)      873.88  (feet) ADJUSTED
 DR8618  ______________________________________________________________________
 DR8618  GEOID HEIGHT    -        -27.865 (meters)                     GEOID18
 DR8618  DYNAMIC HEIGHT  -        266.355 (meters)      873.87  (feet) COMP
 DR8618  MODELED GRAVITY -    980,599.0   (mgal)                       NAVD 88
 DR8618
 DR8618  VERT ORDER      -  SECOND    CLASS I
 DR8618
 DR8618.The horizontal coordinates were determined by differentially corrected
 DR8618.hand held GPS observations or other comparable positioning techniques
 DR8618.and have an estimated accuracy of +/- 3 meters.
 DR8618
 DR8618.The orthometric height was determined by differential leveling and
 DR8618.adjusted by the NATIONAL GEODETIC SURVEY
 DR8618.in March 2023.
 DR8618
 DR8618.Significant digits in the geoid height do not necessarily reflect accuracy.
 DR8618.GEOID18 height accuracy estimate available here.
 DR8618
 DR8618.Click photographs - Photos may exist for this station.
 DR8618
 DR8618.The dynamic height is computed by dividing the NAVD 88
 DR8618.geopotential number by the normal gravity value computed on the
 DR8618.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DR8618.degrees latitude (g = 980.6199 gals.).
 DR8618
 DR8618.The modeled gravity was interpolated from observed gravity values.
 DR8618
 DR8618;                    North         East    Units  Estimated Accuracy
 DR8618;SPC MN C     -   157,596.3     903,686.8     MT  (+/- 3 meters HH1 GPS) 
 DR8618
 DR8618_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWL0600739652(NAD 83)
 DR8618
 DR8618                          SUPERSEDED SURVEY CONTROL
 DR8618
 DR8618.No superseded survey control is available for this station.
 DR8618
 DR8618_MARKER: I = METAL ROD
 DR8618_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DR8618_STAMPING: 1306 L RESET 2020
 DR8618_MARK LOGO: MNDT
 DR8618_PROJECTION: RECESSED 13 CENTIMETERS
 DR8618_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DR8618_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DR8618_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DR8618+SATELLITE: SATELLITE OBSERVATIONS - October 14, 2020
 DR8618_ROD/PIPE-DEPTH: 9.1 meters
 DR8618
 DR8618  HISTORY     - Date     Condition        Report By
 DR8618  HISTORY     - 20201014 MONUMENTED       MNDT
 DR8618  HISTORY     - 20201014 GOOD             MNDT
 DR8618
 DR8618                          STATION DESCRIPTION
 DR8618
 DR8618'DESCRIBED BY MN DEPT OF TRANSP 2020 (KMS)
 DR8618'THE MARK IS LOCATED ABOUT 3.0 MI (4.8 KM) EAST OF NORTH BRANCH.
 DR8618'
 DR8618'TO REACH THE MARK GO 2.8 MI (4.5 KM) EAST ALONG TRUNK HIGHWAY 95 FROM
 DR8618'THE JUNCTION OF TRUNK HIGHWAY 95 AND COUNTY ROAD 30 IN NORTH BRANCH,
 DR8618'AT TRUNK HIGHWAY 95 MILE POINT 58.0.
 DR8618'
 DR8618'IT IS 45.6 FT (13.9 M) NORTH OF TRUNK HIGHWAY 95, 42.5 FT (13.0 M)
 DR8618'EAST OF A DRIVEWAY (MCPHERSON), 6.5 FT (2.0 M) SOUTH OF A WITNESS
 DR8618'POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DK3886 ***********************************************************************
 DK3886  DESIGNATION -  1306 M
 DK3886  PID         -  DK3886
 DK3886  STATE/COUNTY-  MN/CHISAGO
 DK3886  COUNTRY     -  US
 DK3886  USGS QUAD   -  NORTH BRANCH (2019)
 DK3886
 DK3886                         *CURRENT SURVEY CONTROL
 DK3886  ______________________________________________________________________
 DK3886* NAD 83(2011) POSITION- 45 30 45.42785(N) 092 56 33.02747(W)   ADJUSTED
 DK3886* NAD 83(2011) ELLIP HT-   239.328 (meters)        (06/27/12)   ADJUSTED
 DK3886* NAD 83(2011) EPOCH   -  2010.00
 DK3886* NAVD 88 ORTHO HEIGHT -   267.274 (meters)      876.88  (feet) ADJUSTED
 DK3886  ______________________________________________________________________
 DK3886  GEOID HEIGHT    -        -27.938 (meters)                     GEOID18
 DK3886  NAD 83(2011) X  -   -229,836.870 (meters)                     COMP
 DK3886  NAD 83(2011) Y  - -4,471,391.367 (meters)                     COMP
 DK3886  NAD 83(2011) Z  -  4,527,622.844 (meters)                     COMP
 DK3886  LAPLACE CORR    -          9.67  (seconds)                    DEFLEC18
 DK3886  DYNAMIC HEIGHT  -        267.269 (meters)      876.87  (feet) COMP
 DK3886  MODELED GRAVITY -    980,592.2   (mgal)                       NAVD 88
 DK3886
 DK3886  VERT ORDER      -  SECOND    CLASS I
 DK3886
 DK3886  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DK3886  Standards:
 DK3886         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DK3886            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DK3886  -------------------------------------------------------------------
 DK3886  NETWORK    0.29   0.41           0.13   0.10   0.21      0.02039118
 DK3886  -------------------------------------------------------------------
 DK3886  Click here for local accuracies and other accuracy information.
 DK3886
 DK3886.The horizontal coordinates were established by GPS observations
 DK3886.and adjusted by the National Geodetic Survey in June 2012.
 DK3886
 DK3886.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DK3886.been affixed to the stable North American tectonic plate. See 
 DK3886.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DK3886
 DK3886.The horizontal coordinates are valid at the epoch date displayed above
 DK3886.which is a decimal equivalence of Year/Month/Day.
 DK3886
 DK3886.The orthometric height was determined by differential leveling and
 DK3886.adjusted by the NATIONAL GEODETIC SURVEY
 DK3886.in October 2008.
 DK3886
 DK3886.Significant digits in the geoid height do not necessarily reflect accuracy.
 DK3886.GEOID18 height accuracy estimate available here.
 DK3886
 DK3886.Click photographs - Photos may exist for this station.
 DK3886
 DK3886.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DK3886
 DK3886.The Laplace correction was computed from DEFLEC18 derived deflections.
 DK3886
 DK3886.The ellipsoidal height was determined by GPS observations
 DK3886.and is referenced to NAD 83.
 DK3886
 DK3886.The dynamic height is computed by dividing the NAVD 88
 DK3886.geopotential number by the normal gravity value computed on the
 DK3886.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK3886.degrees latitude (g = 980.6199 gals.).
 DK3886
 DK3886.The modeled gravity was interpolated from observed gravity values.
 DK3886
 DK3886. The following values were computed from the NAD 83(2011) position.
 DK3886
 DK3886;                    North         East     Units Scale Factor Converg.
 DK3886;SPC MN C     -   157,819.837   902,166.071   MT  1.00002417   +0 56 45.0
 DK3886;SPC MN C     -   517,780.58  2,959,856.52   sFT  1.00002417   +0 56 45.0
 DK3886;UTM  15      - 5,039,900.030   504,490.691   MT  0.99960025   +0 02 27.7
 DK3886
 DK3886!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DK3886!SPC MN C     -   0.99996248  x   1.00002417  =   0.99998665
 DK3886!UTM  15      -   0.99996248  x   0.99960025  =   0.99956275
 DK3886
 DK3886_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWL0449039900(NAD 83)
 DK3886
 DK3886                          SUPERSEDED SURVEY CONTROL
 DK3886
 DK3886  NAD 83(2007)-  45 30 45.42798(N)    092 56 33.02809(W) AD(2002.00) 1
 DK3886  ELLIP H (04/01/09)  239.352  (m)                       GP(2002.00) 3 2
 DK3886  NAVD 88             267.27   (m)          876.9    (f) LEVELING    3  
 DK3886  NAVD 88             267.28   (m)          876.9    (f) LEVELING    3  
 DK3886
 DK3886.Superseded values are not recommended for survey control.
 DK3886
 DK3886.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK3886.See file dsdata.pdf to determine how the superseded data were derived.
 DK3886
 DK3886_MARKER: DD = SURVEY DISK
 DK3886_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DK3886_STAMPING: 1306 M 2005
 DK3886_MARK LOGO: MNDT
 DK3886_PROJECTION: RECESSED 5 CENTIMETERS
 DK3886_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DK3886_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DK3886_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DK3886+SATELLITE: SATELLITE OBSERVATIONS - October 14, 2020
 DK3886_ROD/PIPE-DEPTH: 7.6 meters
 DK3886
 DK3886  HISTORY     - Date     Condition        Report By
 DK3886  HISTORY     - 2005     MONUMENTED       MNDT
 DK3886  HISTORY     - 20051122 GOOD             MNDT
 DK3886  HISTORY     - 20081016 GOOD             MNDT
 DK3886  HISTORY     - 20090303 GOOD             MNDT
 DK3886  HISTORY     - 20200421 GOOD             MNDT
 DK3886  HISTORY     - 20201014 GOOD             MNDT
 DK3886
 DK3886                          STATION DESCRIPTION
 DK3886
 DK3886'DESCRIBED BY MN DEPT OF TRANSP 2005
 DK3886'1.8 MI (2.9 KM) EAST OF NORTH BRANCH, 1.8 MI (2.9 KM) EAST ALONG TRUNK
 DK3886'HIGHWAY 95 FROM THE JUNCTION OF TRUNK HIGHWAY 95 AND COUNTY ROAD 30 IN
 DK3886'NORTH BRANCH, AT TRUNK HIGHWAY 95 MILE POINT 57.0, 141.5 FT (43.1 M)
 DK3886'WEST OF DRIVE WAY 8171, 106.0 FT (32.3 M) WEST OF MILE POST 57, 50.5
 DK3886'FT (15.4 M) SOUTH OF TRUNK HIGHWAY 95, 2.0 FT (0.6 M) EAST OF A
 DK3886'WITNESS POST.
 DK3886
 DK3886                          STATION RECOVERY (2005)
 DK3886
 DK3886'RECOVERY NOTE BY MN DEPT OF TRANSP 2005 (MPP)
 DK3886'1.8 MILES EAST OF NORTH BRANCH, 1.8 MILES EAST ALONG TRUNK HIGHWAY 95
 DK3886'FROM JUNCTION OF TRUNK HIGHWAY 95 AND COUNTY ROAD 30 IN NORTH BRANCH,
 DK3886'AT TRUNK HIGHWAY 95 MILEPOINT 57.0, 141.5 FEET WEST OF DRIVE WAY 8171,
 DK3886'106.0 FEET WEST OF MILE POST 57, 50.5 FEET SOUTH OF TRUNK HIGHWAY 95,
 DK3886'2.0 FEET EAST OF WITNESS POST.
 DK3886
 DK3886                          STATION RECOVERY (2008)
 DK3886
 DK3886'RECOVERY NOTE BY MN DEPT OF TRANSP 2008 (MPP)
 DK3886'1.8 MILES EAST OF NORTH BRANCH, 1.8 MILES EAST ALONG TRUNK HIGHWAY 95
 DK3886'FROM JUNCTION OF TRUNK HIGHWAY 95 AND COUNTY ROAD 30 IN NORTH BRANCH,
 DK3886'AT TRUNK HIGHWAY 95 MILEPOINT 57.0, 141.5 FEET WEST OF DRIVEWAY 8171,
 DK3886'106.0 FEET WEST OF MILEPOST 57, 50.5 FEET SOUTH OF TRUNK HIGHWAY 95,
 DK3886'2.0 FEET EAST OF WITNESS POST.
 DK3886
 DK3886                          STATION RECOVERY (2009)
 DK3886
 DK3886'RECOVERY NOTE BY MN DEPT OF TRANSP 2009 (JBG)
 DK3886'RECOVERED AS DESCRIBED.
 DK3886
 DK3886                          STATION RECOVERY (2020)
 DK3886
 DK3886'RECOVERY NOTE BY MN DEPT OF TRANSP 2020 (MPP)
 DK3886'RECOVERED IN GOOD CONDITION.
 DK3886
 DK3886                          STATION RECOVERY (2020)
 DK3886
 DK3886'RECOVERY NOTE BY MN DEPT OF TRANSP 2020 (KMS)
 DK3886'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 QO0149 ***********************************************************************
 QO0149  DESIGNATION -  1308 B
 QO0149  PID         -  QO0149
 QO0149  STATE/COUNTY-  MN/CHISAGO
 QO0149  COUNTRY     -  US
 QO0149  USGS QUAD   -  FOREST LAKE (2019)
 QO0149
 QO0149                         *CURRENT SURVEY CONTROL
 QO0149  ______________________________________________________________________
 QO0149* NAD 83(2011) POSITION- 45 18 25.16682(N) 092 57 20.60019(W)   ADJUSTED
 QO0149* NAD 83(2011) ELLIP HT-   250.374 (meters)        (09/16/14)   ADJUSTED
 QO0149* NAD 83(2011) EPOCH   -  2010.00
 QO0149* NAVD 88 ORTHO HEIGHT -   277.995 (meters)      912.06  (feet) ADJUSTED
 QO0149  ______________________________________________________________________
 QO0149  GEOID HEIGHT    -        -27.608 (meters)                     GEOID18
 QO0149  NAD 83(2011) X  -   -231,707.781 (meters)                     COMP
 QO0149  NAD 83(2011) Y  - -4,487,599.953 (meters)                     COMP
 QO0149  NAD 83(2011) Z  -  4,511,586.261 (meters)                     COMP
 QO0149  LAPLACE CORR    -          3.94  (seconds)                    DEFLEC18
 QO0149  DYNAMIC HEIGHT  -        277.994 (meters)      912.05  (feet) COMP
 QO0149  MODELED GRAVITY -    980,604.1   (mgal)                       NAVD 88
 QO0149
 QO0149  VERT ORDER      -  SECOND    CLASS I
 QO0149
 QO0149  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 QO0149  Standards:
 QO0149         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 QO0149            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 QO0149  -------------------------------------------------------------------
 QO0149  NETWORK    0.72   1.39           0.33   0.25   0.71      0.10525287
 QO0149  -------------------------------------------------------------------
 QO0149  Click here for local accuracies and other accuracy information.
 QO0149
 QO0149.The horizontal coordinates were established by GPS observations
 QO0149.and adjusted by the MN DEPT OF TRANSP in September 2014.
 QO0149
 QO0149.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 QO0149.been affixed to the stable North American tectonic plate. See 
 QO0149.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 QO0149
 QO0149.The horizontal coordinates are valid at the epoch date displayed above
 QO0149.which is a decimal equivalence of Year/Month/Day.
 QO0149
 QO0149.The orthometric height was determined by differential leveling and
 QO0149.adjusted by the NATIONAL GEODETIC SURVEY
 QO0149.in June 1991.
 QO0149
 QO0149.Significant digits in the geoid height do not necessarily reflect accuracy.
 QO0149.GEOID18 height accuracy estimate available here.
 QO0149
 QO0149.Click photographs - Photos may exist for this station.
 QO0149
 QO0149.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 QO0149
 QO0149.The Laplace correction was computed from DEFLEC18 derived deflections.
 QO0149
 QO0149.The ellipsoidal height was determined by GPS observations
 QO0149.and is referenced to NAD 83.
 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. The following values were computed from the NAD 83(2011) position.
 QO0149
 QO0149;                    North         East     Units Scale Factor Converg.
 QO0149;SPC MN C     -   134,951.287   901,507.034   MT  1.00008145   +0 56 10.6
 QO0149;SPC MN C     -   442,752.68  2,957,694.33   sFT  1.00008145   +0 56 10.6
 QO0149;UTM  15      - 5,017,055.059   503,471.076   MT  0.99960015   +0 01 53.3
 QO0149
 QO0149!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QO0149!SPC MN C     -   0.99996075  x   1.00008145  =   1.00004219
 QO0149!UTM  15      -   0.99996075  x   0.99960015  =   0.99956091
 QO0149
 QO0149_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWL0347117055(NAD 83)
 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
 QO0149.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QO0149.See file dsdata.pdf to determine how the superseded data were derived.
 QO0149
 QO0149_MARKER: DV = VERTICAL CONTROL DISK
 QO0149_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 QO0149_STAMPING: 1308 B 1975
 QO0149_MARK LOGO: MNHD
 QO0149_PROJECTION: FLUSH
 QO0149_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 QO0149_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QO0149_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QO0149+SATELLITE: SATELLITE OBSERVATIONS - May 20, 2015
 QO0149_ROD/PIPE-DEPTH: 9.4 meters
 QO0149
 QO0149  HISTORY     - Date     Condition        Report By
 QO0149  HISTORY     - 19750401 MONUMENTED       MNHD
 QO0149  HISTORY     - 20070618 GOOD             MNDT
 QO0149  HISTORY     - 20111214 GOOD             MNDT
 QO0149  HISTORY     - 20140603 GOOD             MNDT
 QO0149  HISTORY     - 20141007 GOOD             MNDT
 QO0149  HISTORY     - 20150520 GOOD             MNDT
 QO0149
 QO0149                          STATION DESCRIPTION
 QO0149
 QO0149'DESCRIBED BY MN HIGHWAY DEPT 1975
 QO0149'2.4 MI NE FROM FOREST LAKE.
 QO0149'THE MARK IS LOCATED 0.7 MILES NORTH ALONG T.H. 61 FROM THE JUNCTION OF
 QO0149'T.H. 61 AND COUNTY ROAD 2 IN FOREST LAKE.  THENCE, 1.9 MILES NORTHEAST
 QO0149'ALONG T.H. 8.  IT IS 225 FEET NORTHWEST OF T.H. 8 AT MILEPOINT 2.95,
 QO0149'113.7 FEET SOUTH-SOUTHWEST OF A FIRE NO. W 201-A SIGN, 65.8 FEET SOUTH
 QO0149'OF POWER POLE NUMBER 05458, 25 FEET WEST-NORTHWEST OF THE CENTER OF A
 QO0149'TOWNSHIP ROAD, AND 1.8 FEET WEST OF A POWER LINE GUY POLE. IT IS A
 QO0149'VERTICAL CONTROL MONUMENT DISK CRIMPED TO 31 FEET OF COPPER-CLAD STEEL
 QO0149'ROD SET FLUSH WITH THE GROUND, 0.6 FEET NORTH OF A STEEL WITNESS POST.
 QO0149'NW 1/4 SECTION 34, T 33N, R 21W.
 QO0149
 QO0149                          STATION RECOVERY (2007)
 QO0149
 QO0149'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (BLB)
 QO0149'2.4 MILES NORTHEAST OF FOREST LAKE, AT TRUNK HIGHWAY 8 MILEPOINT 2.95,
 QO0149'0.7 MILES NORTH ALONG TRUNK HIGHWAY 61 FROM THE JUNCTION OF TRUNK
 QO0149'HIGHWAY 61 AND COUNTY ROAD 2 IN FOREST LAKE, 1.9 MILES NORTHEAST ALONG
 QO0149'TRUNK HIGHWAY 8, 225 FEET NORTHWEST OF TRUNK HIGHWAY 8, 111.4 FEET
 QO0149'SOUTH-SOUTHWEST OF FIRE NUMBER 24745, 65.8 FEET SOUTH OF POWER POLE,
 QO0149'25 FEET WEST-NORTHWEST OF TOWNSHIP ROAD, 1.8 FEET WEST OF GUY POLE,
 QO0149'0.6 FEET NORTH OF WITNESS POST.
 QO0149
 QO0149                          STATION RECOVERY (2011)
 QO0149
 QO0149'RECOVERY NOTE BY MN DEPT OF TRANSP 2011 (MXS)
 QO0149'RECOVERED AS DESCRIBED.
 QO0149
 QO0149                          STATION RECOVERY (2014)
 QO0149
 QO0149'RECOVERY NOTE BY MN DEPT OF TRANSP 2014 (DAS)
 QO0149'2.4 MI (3.9 KM) NORTHEAST OF FOREST LAKE, 0.7 MI (1.1 KM) NORTH ALONG
 QO0149'TRUNK HIGHWAY 61  FROM THE JUNCTION OF TRUNK HIGHWAY 61 AND COUNTY
 QO0149'ROAD 2 IN FOREST LAKE, 1.9 MI (3.1 KM) NORTH-NORTHEAST ALONG TRUNK
 QO0149'HIGHWAY 8, AT TRUNK HIGHWAY 8 MILE POINT 2.95, 225 FT (68.6 M)
 QO0149'NORTHWEST OF TRUNK HIGHWAY 8, 111.4 FT (34.0 M) SOUTHWEST OF THEN,
 QO0149'65.8 FT (20.1 M) WEST-NORTHWEST OF POWER POLE WITH GUY WIRE, 25 FT
 QO0149'(7.6 M) NORTHWEST OF HAZEL AVENUE, 4.0FEET SOUTHWEST OF POWER POLE,
 QO0149'0.6 FT (18 CM) EAST-SOUTHEAST OF A WITNESS POST.
 QO0149
 QO0149                          STATION RECOVERY (2014)
 QO0149
 QO0149'RECOVERY NOTE BY MN DEPT OF TRANSP 2014 (MAS)
 QO0149'RECOVERED IN GOOD CONDITION.
 QO0149'
 QO0149'NOTE-ADD-THE STATION IS LOCATED ABOUT 7.7 MI (12.4 KM) SOUTHWEST OF
 QO0149'LINDSTROM, 6.5 MI (10.5 KM) SOUTH-SOUTHEAST OF STACY AND 2.4 MI (3.9
 QO0149'KM) NORTHEAST OF FOREST LAKE.
 QO0149
 QO0149                          STATION RECOVERY (2015)
 QO0149
 QO0149'RECOVERY NOTE BY MN DEPT OF TRANSP 2015 (TXS)
 QO0149'2.4 MILES NORTHEAST OF FOREST LAKE, 0.7 MILE NORTH ALONG TRUNK HIGHWAY
 QO0149'61 FROM JUNCTION OF TRUNK HIGHWAY 61 AND COUNTY ROAD 2 IN FOREST LAKE,
 QO0149'1.9 MILES NORTH-NORTHEAST ALONG TRUNK HIGHWAY 8, AT TRUNK HIGHWAY 8
 QO0149'MILEPOINT 2.95, 225 FEET NORTHWEST OF TRUNK HIGHWAY 8, 65.8 FEET
 QO0149'WEST-NORTHWEST OF POWER POLE WITH GUY WIRE, 25 FEET NORTHWEST OF HAZEL
 QO0149'AVE, 4.0 FEET SOUTHWEST OF POWER POLE, 0.6 FOOT EAST-SOUTHEAST OF
 QO0149'WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 QO0151 ***********************************************************************
 QO0151  DESIGNATION -  1308 D
 QO0151  PID         -  QO0151
 QO0151  STATE/COUNTY-  MN/CHISAGO
 QO0151  COUNTRY     -  US
 QO0151  USGS QUAD   -  FOREST LAKE (2019)
 QO0151
 QO0151                         *CURRENT SURVEY CONTROL
 QO0151  ______________________________________________________________________
 QO0151* NAD 83(1986) POSITION- 45 19 17.65   (N) 092 55 45.41   (W)   HD_HELD1
 QO0151* NAVD 88 ORTHO HEIGHT -   280.047 (meters)      918.79  (feet) ADJUSTED
 QO0151  ______________________________________________________________________
 QO0151  GEOID HEIGHT    -        -27.603 (meters)                     GEOID18
 QO0151  DYNAMIC HEIGHT  -        280.047 (meters)      918.79  (feet) COMP
 QO0151  MODELED GRAVITY -    980,608.7   (mgal)                       NAVD 88
 QO0151
 QO0151  VERT ORDER      -  SECOND    CLASS I
 QO0151
 QO0151.The horizontal coordinates were determined by differentially corrected
 QO0151.hand held GPS observations or other comparable positioning techniques
 QO0151.and have an estimated accuracy of +/- 3 meters.
 QO0151
 QO0151.The orthometric height was determined by differential leveling and
 QO0151.adjusted by the NATIONAL GEODETIC SURVEY
 QO0151.in June 1991.
 QO0151
 QO0151.Significant digits in the geoid height do not necessarily reflect accuracy.
 QO0151.GEOID18 height accuracy estimate available here.
 QO0151
 QO0151.Click photographs - Photos may exist for this station.
 QO0151
 QO0151.The dynamic height is computed by dividing the NAVD 88
 QO0151.geopotential number by the normal gravity value computed on the
 QO0151.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QO0151.degrees latitude (g = 980.6199 gals.).
 QO0151
 QO0151.The modeled gravity was interpolated from observed gravity values.
 QO0151
 QO0151;                    North         East    Units  Estimated Accuracy
 QO0151;SPC MN C     -   136,605.7     903,553.6     MT  (+/- 3 meters HH1 GPS) 
 QO0151
 QO0151_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWL0554218676(NAD 83)
 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
 QO0151.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QO0151.See file dsdata.pdf to determine how the superseded data were derived.
 QO0151
 QO0151_MARKER: DV = VERTICAL CONTROL DISK
 QO0151_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 QO0151_STAMPING: 1308 D 1975
 QO0151_MARK LOGO: MNHD
 QO0151_PROJECTION: FLUSH
 QO0151_MAGNETIC: I = MARKER IS A STEEL ROD
 QO0151_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QO0151_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 QO0151+SATELLITE: SATELLITE OBSERVATIONS - October 07, 2014
 QO0151_ROD/PIPE-DEPTH: 9.8 meters
 QO0151
 QO0151  HISTORY     - Date     Condition        Report By
 QO0151  HISTORY     - 1975     MONUMENTED       MNHD
 QO0151  HISTORY     - 20070618 GOOD             MNDT
 QO0151  HISTORY     - 20141007 GOOD             MNDT
 QO0151
 QO0151                          STATION DESCRIPTION
 QO0151
 QO0151'DESCRIBED BY MN HIGHWAY DEPT 1975
 QO0151'4.0 MI NE FROM FOREST LAKE.
 QO0151'THE MARK IS LOCATED 0.7 MILES NORTH ALONG T.H. 61 FROM THE JUNCTION OF
 QO0151'T.H. 61 AND COUNTY ROAD 2 AT FOREST LAKE.  THENCE, 3.65 MILES
 QO0151'NORTHEAST ALONG T.H. 8 AND 0.3 MILES NORTHEAST OF COUNTY ROAD 23
 QO0151'(EAST).  IT IS 81.0 FEET EAST-SOUTHEAST OF AND LEVEL WITH THE
 QO0151'CENTERLINE OF T.H. 8 AT MILEPOINT 4.65, 41 FEET SOUTH OF THE CENTER OF
 QO0151'A TOWNSHIP ROAD, 31.7 FEET EAST-SOUTHEAST OF THE SOUTH END OF AN 18
 QO0151'INCH METAL CULVERT UNDER THE TOWNSHIP ROAD AND 9.7 FEET SOUTHWEST OF
 QO0151'AN 18 INCH ELM TREE.  IT IS A VERTICAL CONTROL MONUMENT DISK CRIMPED
 QO0151'TO 32 FEET OF COPPER-CLAD STEEL ROD SET FLUSH WITH THE GROUND, 1.0
 QO0151'FEET WEST OF A STEEL WITNESS POST.  NW 1/4 SECTION 26, T 32N, R 20W.
 QO0151
 QO0151                          STATION RECOVERY (2007)
 QO0151
 QO0151'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (JJB)
 QO0151'4 MILES NORTHEAST OF FOREST LAKE, AT TRUNK HIGHWAY 8 MILEPOINT 4.65,
 QO0151'3.6 MILES NORTH ALONG TRUNK HIGHWAY 8 FROM THE JUNCTION OF TRUNK
 QO0151'HIGHWAY 8 AND COUNTY ROAD 2 AT FOREST LAKE, 3.65 MILES NORTHEAST OF
 QO0151'TRUNK HIGHWAY 61, 0.3 MILES NORTHEAST OF COUNTY ROAD 23 (EAST), 81
 QO0151'FEET EAST-SOUTHEAST OF TRUNK HIGHWAY 8, 1 FEET WEST OF WITNESS POST.
 QO0151
 QO0151                          STATION RECOVERY (2014)
 QO0151
 QO0151'RECOVERY NOTE BY MN DEPT OF TRANSP 2014 (KMS)
 QO0151'RECOVERED IN GOOD CONDITION.
 QO0151'
 QO0151'NOTE-ADD-THE STATION IS LOCATED ABOUT 6.1 MI (9.8 KM) SOUTHWEST OF
 QO0151'LINDSTROM, 6.0 MI (9.7 KM) SOUTH-SOUTHEAST OF STACY AND 4.0 MI (6.4
 QO0151'KM) NORTHEAST OF FOREST LAKE.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 QO0152 ***********************************************************************
 QO0152  DESIGNATION -  1308 E
 QO0152  PID         -  QO0152
 QO0152  STATE/COUNTY-  MN/CHISAGO
 QO0152  COUNTRY     -  US
 QO0152  USGS QUAD   -  FOREST LAKE (2019)
 QO0152
 QO0152                         *CURRENT SURVEY CONTROL
 QO0152  ______________________________________________________________________
 QO0152* NAD 83(1986) POSITION- 45 20 06.03   (N) 092 55 19.08   (W)   HD_HELD1
 QO0152* NAVD 88 ORTHO HEIGHT -   279.547 (meters)      917.15  (feet) ADJUSTED
 QO0152  ______________________________________________________________________
 QO0152  GEOID HEIGHT    -        -27.622 (meters)                     GEOID18
 QO0152  DYNAMIC HEIGHT  -        279.547 (meters)      917.15  (feet) COMP
 QO0152  MODELED GRAVITY -    980,607.7   (mgal)                       NAVD 88
 QO0152
 QO0152  VERT ORDER      -  SECOND    CLASS I
 QO0152
 QO0152.The horizontal coordinates were determined by differentially corrected
 QO0152.hand held GPS observations or other comparable positioning techniques
 QO0152.and have an estimated accuracy of +/- 3 meters.
 QO0152
 QO0152.The orthometric height was determined by differential leveling and
 QO0152.adjusted by the NATIONAL GEODETIC SURVEY
 QO0152.in June 1991.
 QO0152
 QO0152.Significant digits in the geoid height do not necessarily reflect accuracy.
 QO0152.GEOID18 height accuracy estimate available here.
 QO0152
 QO0152.Click photographs - Photos may exist for this station.
 QO0152
 QO0152.The dynamic height is computed by dividing the NAVD 88
 QO0152.geopotential number by the normal gravity value computed on the
 QO0152.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QO0152.degrees latitude (g = 980.6199 gals.).
 QO0152
 QO0152.The modeled gravity was interpolated from observed gravity values.
 QO0152
 QO0152;                    North         East    Units  Estimated Accuracy
 QO0152;SPC MN C     -   138,108.7     904,101.9     MT  (+/- 3 meters HH1 GPS) 
 QO0152
 QO0152_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWL0611420169(NAD 83)
 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
 QO0152.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QO0152.See file dsdata.pdf to determine how the superseded data were derived.
 QO0152
 QO0152_MARKER: DV = VERTICAL CONTROL DISK
 QO0152_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 QO0152_STAMPING: 1308 E 1975
 QO0152_MARK LOGO: MNHD
 QO0152_PROJECTION: RECESSED 5 CENTIMETERS
 QO0152_MAGNETIC: I = MARKER IS A STEEL ROD
 QO0152_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QO0152_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QO0152+SATELLITE: SATELLITE OBSERVATIONS - October 07, 2014
 QO0152_ROD/PIPE-DEPTH: 4.9 meters
 QO0152
 QO0152  HISTORY     - Date     Condition        Report By
 QO0152  HISTORY     - 1975     MONUMENTED       MNHD
 QO0152  HISTORY     - 20070618 GOOD             MNDT
 QO0152  HISTORY     - 20141007 GOOD             MNDT
 QO0152
 QO0152                          STATION DESCRIPTION
 QO0152
 QO0152'DESCRIBED BY MN HIGHWAY DEPT 1975
 QO0152'5.0 MI NE FROM FOREST LAKE.
 QO0152'THE MARK IS LOCATED 0.7 MILES NORTH ALONG T.H. 61 FROM THE JUNCTION OF
 QO0152'T.H. 61 AND COUNTY ROAD 2 IN FOREST LAKE.  THENCE, 4.7 MILES NORTHEAST
 QO0152'ALONG T.H. 8 AND 3.2 MILES SOUTHWEST OF COUNTY ROADS 24-77 AT CHISAGO
 QO0152'CITY.  IT IS 0.05 MILES NORTH OF T.H. 8 AT MILEPOINT 5.7, 20.8 FEET
 QO0152'WEST OF THE CENTER OF A TOWNSHIP ROAD, AND 2.8 FEET SOUTHEAST OF A
 QO0152'TELEPHONE POLE.  IT IS A VERTICAL CONTROL MONUMENT DISK CRIMPED TO 16
 QO0152'FEET OF COPPER-CLAD STEEL ROD SET FLUSH WITH THE GROUND, 0.7 FEET EAST
 QO0152'OF A STEEL WITNESS POST.  NE 1/4 SECTION 23, T 33N, R 20W.
 QO0152
 QO0152                          STATION RECOVERY (2007)
 QO0152
 QO0152'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (JJB)
 QO0152'5 MILES NORTHEAST OF FOREST LAKE, 0.7 MILES NORTH ALONG TRUNK HIGHWAY
 QO0152'61 FROM THE JUNCTION OF TRUNK HIGHWAY 61 AND COUNTY ROAD 2 IN FOREST
 QO0152'LAKE AT TRUNK HIGHWAY 8 MILEPOINT 5.5 TO JAMES AVENUE,, 4.7 MILES
 QO0152'NORTHEAST OF JUNCTION OF TRUNK HIGHWAY 61 AND TRUNK HIGHWAY 8, 3.2
 QO0152'MILES SOUTHWEST OF COUNTY ROADS 24 AND 77 AT CHISAGO CITY, 0.05 MILES
 QO0152'NORTH OF TRUNK HIGHWAY 8, 20.8 FEET WEST OF GRAVEL TOWNSHIP ROAD
 QO0152'(JAMES AVENUE), UNDER HIGH TENSION POWERLINE, 0.7 FEET EAST OF WITNESS
 QO0152'POST.
 QO0152
 QO0152                          STATION RECOVERY (2014)
 QO0152
 QO0152'RECOVERY NOTE BY MN DEPT OF TRANSP 2014 (KMS)
 QO0152'RECOVERED IN GOOD CONDITION.
 QO0152'
 QO0152'NOTE-ADD-THE STATION IS LOCATED ABOUT 5.4 MI (8.7 KM) SOUTHEAST OF
 QO0152'STACY, 5.2 MI (8.4 KM) SOUTHWEST OF LINDSTROM AND 4.9 MI (7.9 KM)
 QO0152'NORTHEAST OF FOREST LAKE.
 QO0152'
 QO0152'5.0 MILES NORTHEAST OF FOREST LAKE, 4.55 MI (7.3 KM) NORTHEAST ALONG
 QO0152'TRUNK HIGHWAY 8 FROM THE JUNCTION OF TRUNK HIGHWAY 6 AND TRUNK HIGHWAY
 QO0152'61 IN FOREST LAKE TO TRUNK HIGHWAY 8 MILE POINT 5.5, THEN 0.05 MI (0.1
 QO0152'KM) NORTH ON JAMES AVENUE.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 QO0153 ***********************************************************************
 QO0153  DESIGNATION -  1308 F
 QO0153  PID         -  QO0153
 QO0153  STATE/COUNTY-  MN/CHISAGO
 QO0153  COUNTRY     -  US
 QO0153  USGS QUAD   -  FOREST LAKE (2019)
 QO0153
 QO0153                         *CURRENT SURVEY CONTROL
 QO0153  ______________________________________________________________________
 QO0153* NAD 83(1986) POSITION- 45 20 56.78   (N) 092 54 35.68   (W)   HD_HELD1
 QO0153* NAVD 88 ORTHO HEIGHT -   277.499 (meters)      910.43  (feet) ADJUSTED
 QO0153  ______________________________________________________________________
 QO0153  GEOID HEIGHT    -        -27.632 (meters)                     GEOID18
 QO0153  DYNAMIC HEIGHT  -        277.498 (meters)      910.42  (feet) COMP
 QO0153  MODELED GRAVITY -    980,607.1   (mgal)                       NAVD 88
 QO0153
 QO0153  VERT ORDER      -  SECOND    CLASS I
 QO0153
 QO0153.The horizontal coordinates were determined by differentially corrected
 QO0153.hand held GPS observations or other comparable positioning techniques
 QO0153.and have an estimated accuracy of +/- 3 meters.
 QO0153
 QO0153.The orthometric height was determined by differential leveling and
 QO0153.adjusted by the NATIONAL GEODETIC SURVEY
 QO0153.in June 1991.
 QO0153
 QO0153.Significant digits in the geoid height do not necessarily reflect accuracy.
 QO0153.GEOID18 height accuracy estimate available here.
 QO0153
 QO0153.Click photographs - Photos may exist for this station.
 QO0153
 QO0153.The dynamic height is computed by dividing the NAVD 88
 QO0153.geopotential number by the normal gravity value computed on the
 QO0153.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QO0153.degrees latitude (g = 980.6199 gals.).
 QO0153
 QO0153.The modeled gravity was interpolated from observed gravity values.
 QO0153
 QO0153;                    North         East    Units  Estimated Accuracy
 QO0153;SPC MN C     -   139,691.3     905,020.4     MT  (+/- 3 meters HH1 GPS) 
 QO0153
 QO0153_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWL0705721736(NAD 83)
 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
 QO0153.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QO0153.See file dsdata.pdf to determine how the superseded data were derived.
 QO0153
 QO0153_MARKER: DV = VERTICAL CONTROL DISK
 QO0153_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 QO0153_STAMPING: 1308 F 1975
 QO0153_MARK LOGO: MNHD
 QO0153_PROJECTION: RECESSED 5 CENTIMETERS
 QO0153_MAGNETIC: I = MARKER IS A STEEL ROD
 QO0153_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QO0153_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QO0153+SATELLITE: SATELLITE OBSERVATIONS - October 07, 2014
 QO0153_ROD/PIPE-DEPTH: 4.9 meters
 QO0153
 QO0153  HISTORY     - Date     Condition        Report By
 QO0153  HISTORY     - 1975     MONUMENTED       MNHD
 QO0153  HISTORY     - 20070618 GOOD             MNDT
 QO0153  HISTORY     - 20141007 GOOD             MNDT
 QO0153
 QO0153                          STATION DESCRIPTION
 QO0153
 QO0153'DESCRIBED BY MN HIGHWAY DEPT 1975
 QO0153'2.0 MI SW FROM CHISAGO CITY.
 QO0153'THE MARK IS LOCATED 2.1 MILES SOUTHWEST ALONG T.H. 8 FROM THE JUNCTION
 QO0153'OF T.H. 8 AND COUNTY ROADS 24 (SOUTH) 77 (NORTH) AT CHISAGO CITY AND
 QO0153'0.45 MILE SOUTH OF T.H. 98 WEST.  IT IS 450 FEET EAST OF T.H. 8 AT
 QO0153'MILEPOINT 6.85, 23 FEET NORTH OF, AND 1 FOOT LOWER THAN THE CENTER OF
 QO0153'A TOWNSHIP ROAD AND 1.6 FEET WEST OF A POWER POLE.  IT IS A VERTICAL
 QO0153'CONTROL MONUMENT DISK CRIMPED TO 16 FEET OF COPPER-CLAD STEEL ROD,
 QO0153'PROJECTING 2 INCHES ABOVE GROUND, 0.8 FEET WEST OF A STEEL WITNESS
 QO0153'POST.  NW 1/4 SECTION 13, T 33N, R 20W.
 QO0153
 QO0153                          STATION RECOVERY (2007)
 QO0153
 QO0153'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (JJB)
 QO0153'2.0 MILES SOUTHWEST FROM CHISAGO CITY, 2.1 MILES SOUTHWEST ALONG THE
 QO0153'JUNCTION OF TRUNK HIGHWAY 8 AND COUNTY ROAD 24 (SOUTH)-COUNTY ROAD 77
 QO0153'(NORTH) AT CHISAGO CITY, AT TRUNK HIGHWAY 8 MILEPOINT 6.8, 0.45 MILES
 QO0153'SOUTH OF TRUNK HIGHWAY 98 WEST, 300 FEET EAST OF TRUNK HIGHWAY 8, 19
 QO0153'FEET NORTH OF TOWNSHIP ROAD, 5 FEET WEST OF POWER POLE, 0.5 FEET SOUTH
 QO0153'OF WITNESS POST.
 QO0153
 QO0153                          STATION RECOVERY (2014)
 QO0153
 QO0153'RECOVERY NOTE BY MN DEPT OF TRANSP 2014 (KMS)
 QO0153'RECOVERED IN GOOD CONDITION.
 QO0153'
 QO0153'NOTE-ADD-THE STATION IS LOCATED ABOUT 6.1 MI (9.8 KM) NORTHEAST OF
 QO0153'FOREST LAKE, 5.1 MI (8.2 KM) SOUTHEAST OF STACY AND 4.1 MI (6.6 KM)
 QO0153'SOUTHWEST OF LINDSTROM.
 QO0153'
 QO0153'IT IS 300 FT (91.4 M) EAST OF TRUNK HIGHWAY 8, 19 FT (5.8 M) NORTH OF
 QO0153'1276TH STREET, 5.0 FT (1.5 M) WEST OF POWER POLE, 0.5 FT (15 CM) SOUTH
 QO0153'OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DP8168 ***********************************************************************
 DP8168  DESIGNATION -  1308 G
 DP8168  PID         -  DP8168
 DP8168  STATE/COUNTY-  MN/CHISAGO
 DP8168  COUNTRY     -  US
 DP8168  USGS QUAD   -  FOREST LAKE (2019)
 DP8168
 DP8168                         *CURRENT SURVEY CONTROL
 DP8168  ______________________________________________________________________
 DP8168* NAD 83(2011) POSITION- 45 20 16.93162(N) 092 55 00.69078(W)   ADJUSTED
 DP8168* NAD 83(2011) ELLIP HT-   254.781 (meters)        (08/10/15)   ADJUSTED
 DP8168* NAD 83(2011) EPOCH   -  2010.00
 DP8168* NAVD 88 ORTHO HEIGHT -   282.402 (meters)      926.51  (feet) ADJUSTED
 DP8168  ______________________________________________________________________
 DP8168  GEOID HEIGHT    -        -27.620 (meters)                     GEOID18
 DP8168  NAD 83(2011) X  -   -228,539.093 (meters)                     COMP
 DP8168  NAD 83(2011) Y  - -4,485,308.790 (meters)                     COMP
 DP8168  NAD 83(2011) Z  -  4,514,015.498 (meters)                     COMP
 DP8168  LAPLACE CORR    -          3.86  (seconds)                    DEFLEC18
 DP8168  DYNAMIC HEIGHT  -        282.402 (meters)      926.51  (feet) COMP
 DP8168  MODELED GRAVITY -    980,608.1   (mgal)                       NAVD 88
 DP8168
 DP8168  VERT ORDER      -  SECOND    CLASS I
 DP8168
 DP8168  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DP8168  Standards:
 DP8168         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DP8168            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DP8168  -------------------------------------------------------------------
 DP8168  NETWORK    0.62   1.25           0.28   0.22   0.64      0.11238681
 DP8168  -------------------------------------------------------------------
 DP8168  Click here for local accuracies and other accuracy information.
 DP8168
 DP8168.The horizontal coordinates were established by GPS observations
 DP8168.and adjusted by the MN DEPT OF TRANSP in August 2015.
 DP8168
 DP8168.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DP8168.been affixed to the stable North American tectonic plate. See 
 DP8168.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DP8168
 DP8168.The horizontal coordinates are valid at the epoch date displayed above
 DP8168.which is a decimal equivalence of Year/Month/Day.
 DP8168
 DP8168.The orthometric height was determined by differential leveling and
 DP8168.adjusted by the NATIONAL GEODETIC SURVEY
 DP8168.in September 2016.
 DP8168
 DP8168.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP8168.GEOID18 height accuracy estimate available here.
 DP8168
 DP8168.Click photographs - Photos may exist for this station.
 DP8168
 DP8168.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DP8168
 DP8168.The Laplace correction was computed from DEFLEC18 derived deflections.
 DP8168
 DP8168.The ellipsoidal height was determined by GPS observations
 DP8168.and is referenced to NAD 83.
 DP8168
 DP8168.The dynamic height is computed by dividing the NAVD 88
 DP8168.geopotential number by the normal gravity value computed on the
 DP8168.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP8168.degrees latitude (g = 980.6199 gals.).
 DP8168
 DP8168.The modeled gravity was interpolated from observed gravity values.
 DP8168
 DP8168. The following values were computed from the NAD 83(2011) position.
 DP8168
 DP8168;                    North         East     Units Scale Factor Converg.
 DP8168;SPC MN C     -   138,451.986   904,496.660   MT  1.00007199   +0 57 51.8
 DP8168;SPC MN C     -   454,237.89  2,967,502.79   sFT  1.00007199   +0 57 51.8
 DP8168;UTM  15      - 5,020,506.455   506,514.173   MT  0.99960052   +0 03 32.9
 DP8168
 DP8168!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DP8168!SPC MN C     -   0.99996006  x   1.00007199  =   1.00003204
 DP8168!UTM  15      -   0.99996006  x   0.99960052  =   0.99956059
 DP8168
 DP8168_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWL0651420506(NAD 83)
 DP8168
 DP8168                          SUPERSEDED SURVEY CONTROL
 DP8168
 DP8168.No superseded survey control is available for this station.
 DP8168
 DP8168_MARKER: F = FLANGE-ENCASED ROD
 DP8168_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DP8168_STAMPING: 1308 G 2014
 DP8168_MARK LOGO: MNDT
 DP8168_PROJECTION: RECESSED 8 CENTIMETERS
 DP8168_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DP8168_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DP8168_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP8168+SATELLITE: SATELLITE OBSERVATIONS - October 07, 2014
 DP8168_ROD/PIPE-DEPTH: 5.8 meters
 DP8168
 DP8168  HISTORY     - Date     Condition        Report By
 DP8168  HISTORY     - 20141021 MONUMENTED       MNDT
 DP8168  HISTORY     - 20141007 GOOD             MNDT
 DP8168  HISTORY     - 20150526 GOOD             MNDT
 DP8168
 DP8168                          STATION DESCRIPTION
 DP8168
 DP8168'DESCRIBED BY MN DEPT OF TRANSP 2014
 DP8168'IN CHISAGO CITY, 1.55 MILES NORTHEAST ALONG TRUNK HIGHWAY 8 FROM THE
 DP8168'JUNCTION OF TRUNK HIGHWAY 8 AND COUNTY ROAD 23 IN CHISAGO CITY, AT
 DP8168'TRUNK HIGHWAY 8 MILEPOINT 6.0, 56.0 FEET SOUTHEAST OF TRUNK HIGHWAY 8
 DP8168'FOG LINE, 43.5 FEET SOUTHWEST OF JENNIFER COURT, 20.2 FEET SOUTHWEST
 DP8168'OF POWER POLE, 1.5 FEET NORTHWEST OF WITNESS POST.
 DP8168
 DP8168                          STATION RECOVERY (2014)
 DP8168
 DP8168'RECOVERY NOTE BY MN DEPT OF TRANSP 2014 (KMS)
 DP8168'RECOVERED IN GOOD CONDITION.
 DP8168'
 DP8168'NOTE-ADD-THE STATION IS LOCATED ABOUT 5.4 MI (8.7 KM) SOUTHEAST OF
 DP8168'STACY, 5.3 MI (8.5 KM) NORTHEAST OF FOREST LAKE AND 4.9 MI (7.9 KM)
 DP8168'SOUTHWEST OF LINDSTROM.
 DP8168'
 DP8168'THE STATION STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM
 DP8168'ROD DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION REMOVABLE
 DP8168'DISK SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH
 DP8168'PVC PIPE BACK FILLED WITH WASHED SAND.
 DP8168
 DP8168                          STATION RECOVERY (2015)
 DP8168
 DP8168'RECOVERY NOTE BY MN DEPT OF TRANSP 2015 (TXS)
 DP8168'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DP8169 ***********************************************************************
 DP8169  DESIGNATION -  1308 H
 DP8169  PID         -  DP8169
 DP8169  STATE/COUNTY-  MN/CHISAGO
 DP8169  COUNTRY     -  US
 DP8169  USGS QUAD   -  FOREST LAKE (2019)
 DP8169
 DP8169                         *CURRENT SURVEY CONTROL
 DP8169  ______________________________________________________________________
 DP8169* NAD 83(2011) POSITION- 45 19 22.46891(N) 092 55 46.07649(W)   ADJUSTED
 DP8169* NAD 83(2011) ELLIP HT-   252.627 (meters)        (08/10/15)   ADJUSTED
 DP8169* NAD 83(2011) EPOCH   -  2010.00
 DP8169* NAVD 88 ORTHO HEIGHT -   280.226 (meters)      919.37  (feet) ADJUSTED
 DP8169  ______________________________________________________________________
 DP8169  GEOID HEIGHT    -        -27.606 (meters)                     GEOID18
 DP8169  NAD 83(2011) X  -   -229,587.052 (meters)                     COMP
 DP8169  NAD 83(2011) Y  - -4,486,451.105 (meters)                     COMP
 DP8169  NAD 83(2011) Z  -  4,512,831.896 (meters)                     COMP
 DP8169  LAPLACE CORR    -          3.74  (seconds)                    DEFLEC18
 DP8169  DYNAMIC HEIGHT  -        280.227 (meters)      919.38  (feet) COMP
 DP8169  MODELED GRAVITY -    980,608.4   (mgal)                       NAVD 88
 DP8169
 DP8169  VERT ORDER      -  SECOND    CLASS I
 DP8169
 DP8169  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DP8169  Standards:
 DP8169         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DP8169            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DP8169  -------------------------------------------------------------------
 DP8169  NETWORK    0.64   1.31           0.29   0.22   0.67      0.09215001
 DP8169  -------------------------------------------------------------------
 DP8169  Click here for local accuracies and other accuracy information.
 DP8169
 DP8169.The horizontal coordinates were established by GPS observations
 DP8169.and adjusted by the MN DEPT OF TRANSP in August 2015.
 DP8169
 DP8169.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DP8169.been affixed to the stable North American tectonic plate. See 
 DP8169.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DP8169
 DP8169.The horizontal coordinates are valid at the epoch date displayed above
 DP8169.which is a decimal equivalence of Year/Month/Day.
 DP8169
 DP8169.The orthometric height was determined by differential leveling and
 DP8169.adjusted by the NATIONAL GEODETIC SURVEY
 DP8169.in September 2016.
 DP8169
 DP8169.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP8169.GEOID18 height accuracy estimate available here.
 DP8169
 DP8169.Click photographs - Photos may exist for this station.
 DP8169
 DP8169.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DP8169
 DP8169.The Laplace correction was computed from DEFLEC18 derived deflections.
 DP8169
 DP8169.The ellipsoidal height was determined by GPS observations
 DP8169.and is referenced to NAD 83.
 DP8169
 DP8169.The dynamic height is computed by dividing the NAVD 88
 DP8169.geopotential number by the normal gravity value computed on the
 DP8169.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP8169.degrees latitude (g = 980.6199 gals.).
 DP8169
 DP8169.The modeled gravity was interpolated from observed gravity values.
 DP8169
 DP8169. The following values were computed from the NAD 83(2011) position.
 DP8169
 DP8169;                    North         East     Units Scale Factor Converg.
 DP8169;SPC MN C     -   136,754.182   903,536.590   MT  1.00007656   +0 57 18.9
 DP8169;SPC MN C     -   448,667.68  2,964,352.96   sFT  1.00007656   +0 57 18.9
 DP8169;UTM  15      - 5,018,824.827   505,527.868   MT  0.99960038   +0 03 00.6
 DP8169
 DP8169!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DP8169!SPC MN C     -   0.99996039  x   1.00007656  =   1.00003695
 DP8169!UTM  15      -   0.99996039  x   0.99960038  =   0.99956079
 DP8169
 DP8169_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWL0552718824(NAD 83)
 DP8169
 DP8169                          SUPERSEDED SURVEY CONTROL
 DP8169
 DP8169.No superseded survey control is available for this station.
 DP8169
 DP8169_MARKER: F = FLANGE-ENCASED ROD
 DP8169_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DP8169_STAMPING: 1308 H 2014
 DP8169_MARK LOGO: MNDT
 DP8169_PROJECTION: RECESSED 3 CENTIMETERS
 DP8169_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DP8169_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DP8169_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP8169+SATELLITE: SATELLITE OBSERVATIONS - October 09, 2014
 DP8169_ROD/PIPE-DEPTH: 4.3 meters
 DP8169
 DP8169  HISTORY     - Date     Condition        Report By
 DP8169  HISTORY     - 20141021 MONUMENTED       MNDT
 DP8169  HISTORY     - 20141009 GOOD             MNDT
 DP8169  HISTORY     - 20150526 GOOD             MNDT
 DP8169
 DP8169                          STATION DESCRIPTION
 DP8169
 DP8169'DESCRIBED BY MN DEPT OF TRANSP 2014
 DP8169'IN CHISAGO CITY, 0.3 MILE NORTHEAST ALONG TRUNK HIGHWAY 8 FROM THE
 DP8169'JUNCTION OF TRUNK HIGHWAY 8 AND COUNTY ROAD 23 IN CHISAGO CITY, AT
 DP8169'TRUNK HIGHWAY 8 MILEPOINT 4.8, 34.7 FEET WEST OF TRUNK HIGHWAY 8 FOG
 DP8169'LINE, 12.4 FEET NORTH OF FIELD ENTRANCE, 5.5 FEET SOUTH OF WITNESS
 DP8169'POST.
 DP8169
 DP8169                          STATION RECOVERY (2014)
 DP8169
 DP8169'RECOVERY NOTE BY MN DEPT OF TRANSP 2014 (KMS)
 DP8169'RECOVERED IN GOOD CONDITION.
 DP8169'
 DP8169'NOTE-ADD-THE STATION IS LOCATED ABOUT 6.1 MI (9.8 KM) SOUTHWEST OF
 DP8169'LINDSTROM, 5.9 MI (9.5 KM) SOUTH-SOUTHEAST OF STACY AND 4.1 MI (6.6
 DP8169'KM) NORTHEAST OF FOREST LAKE.
 DP8169'
 DP8169'THE STATION STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM
 DP8169'ROD DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION REMOVABLE
 DP8169'DISK SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH
 DP8169'PVC PIPE BACK FILLED WITH WASHED SAND.
 DP8169
 DP8169                          STATION RECOVERY (2015)
 DP8169
 DP8169'RECOVERY NOTE BY MN DEPT OF TRANSP 2015 (TXS)
 DP8169'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DP8170 ***********************************************************************
 DP8170  DESIGNATION -  1308 J
 DP8170  PID         -  DP8170
 DP8170  STATE/COUNTY-  MN/CHISAGO
 DP8170  COUNTRY     -  US
 DP8170  USGS QUAD   -  FOREST LAKE (2019)
 DP8170
 DP8170                         *CURRENT SURVEY CONTROL
 DP8170  ______________________________________________________________________
 DP8170* NAD 83(2011) POSITION- 45 17 55.54912(N) 092 58 18.41121(W)   ADJUSTED
 DP8170* NAD 83(2011) ELLIP HT-   247.996 (meters)        (08/10/15)   ADJUSTED
 DP8170* NAD 83(2011) EPOCH   -  2010.00
 DP8170* NAVD 88 ORTHO HEIGHT -   275.589 (meters)      904.16  (feet) ADJUSTED
 DP8170  ______________________________________________________________________
 DP8170  GEOID HEIGHT    -        -27.611 (meters)                     GEOID18
 DP8170  NAD 83(2011) X  -   -232,999.148 (meters)                     COMP
 DP8170  NAD 83(2011) Y  - -4,488,182.264 (meters)                     COMP
 DP8170  NAD 83(2011) Z  -  4,510,941.433 (meters)                     COMP
 DP8170  LAPLACE CORR    -          3.91  (seconds)                    DEFLEC18
 DP8170  DYNAMIC HEIGHT  -        275.587 (meters)      904.16  (feet) COMP
 DP8170  MODELED GRAVITY -    980,601.5   (mgal)                       NAVD 88
 DP8170
 DP8170  VERT ORDER      -  SECOND    CLASS I
 DP8170
 DP8170  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DP8170  Standards:
 DP8170         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DP8170            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DP8170  -------------------------------------------------------------------
 DP8170  NETWORK    0.64   1.37           0.29   0.22   0.70      0.08514909
 DP8170  -------------------------------------------------------------------
 DP8170  Click here for local accuracies and other accuracy information.
 DP8170
 DP8170.The horizontal coordinates were established by GPS observations
 DP8170.and adjusted by the MN DEPT OF TRANSP in August 2015.
 DP8170
 DP8170.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DP8170.been affixed to the stable North American tectonic plate. See 
 DP8170.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DP8170
 DP8170.The horizontal coordinates are valid at the epoch date displayed above
 DP8170.which is a decimal equivalence of Year/Month/Day.
 DP8170
 DP8170.The orthometric height was determined by differential leveling and
 DP8170.adjusted by the NATIONAL GEODETIC SURVEY
 DP8170.in September 2016.
 DP8170
 DP8170.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP8170.GEOID18 height accuracy estimate available here.
 DP8170
 DP8170.Click photographs - Photos may exist for this station.
 DP8170
 DP8170.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DP8170
 DP8170.The Laplace correction was computed from DEFLEC18 derived deflections.
 DP8170
 DP8170.The ellipsoidal height was determined by GPS observations
 DP8170.and is referenced to NAD 83.
 DP8170
 DP8170.The dynamic height is computed by dividing the NAVD 88
 DP8170.geopotential number by the normal gravity value computed on the
 DP8170.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP8170.degrees latitude (g = 980.6199 gals.).
 DP8170
 DP8170.The modeled gravity was interpolated from observed gravity values.
 DP8170
 DP8170. The following values were computed from the NAD 83(2011) position.
 DP8170
 DP8170;                    North         East     Units Scale Factor Converg.
 DP8170;SPC MN C     -   134,016.533   900,262.462   MT  1.00008400   +0 55 28.7
 DP8170;SPC MN C     -   439,685.91  2,953,611.09   sFT  1.00008400   +0 55 28.7
 DP8170;UTM  15      - 5,016,140.513   502,212.509   MT  0.99960006   +0 01 12.2
 DP8170
 DP8170!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DP8170!SPC MN C     -   0.99996112  x   1.00008400  =   1.00004512
 DP8170!UTM  15      -   0.99996112  x   0.99960006  =   0.99956120
 DP8170
 DP8170_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWL0221216140(NAD 83)
 DP8170
 DP8170                          SUPERSEDED SURVEY CONTROL
 DP8170
 DP8170.No superseded survey control is available for this station.
 DP8170
 DP8170_MARKER: F = FLANGE-ENCASED ROD
 DP8170_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DP8170_STAMPING: 1308 J 2014
 DP8170_MARK LOGO: MNDT
 DP8170_PROJECTION: FLUSH
 DP8170_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DP8170_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DP8170_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP8170+SATELLITE: SATELLITE OBSERVATIONS - October 07, 2014
 DP8170_ROD/PIPE-DEPTH: 8.8 meters
 DP8170
 DP8170  HISTORY     - Date     Condition        Report By
 DP8170  HISTORY     - 20141021 MONUMENTED       MNDT
 DP8170  HISTORY     - 20141007 GOOD             MNDT
 DP8170  HISTORY     - 20150526 GOOD             MNDT
 DP8170
 DP8170                          STATION DESCRIPTION
 DP8170
 DP8170'DESCRIBED BY MN DEPT OF TRANSP 2014
 DP8170'3.0 MILES NORTH OF FOREST LAKE, 0.9 MILE NORTHEAST ALONG TRUNK HIGHWAY
 DP8170'8 FROM JUNCTION OF TRUNK HIGHWAY 8 AND TRUNK HIGHWAY 61 IN FOREST
 DP8170'LAKE, AT TRUNK HIGHWAY 8 MILEPOINT 2.0, 42.6 FEET SOUTHEAST OF TRUNK
 DP8170'HIGHWAY 8 FOG LINE, 67.7 FEET SOUTHWEST OF GREENWAY AVENUE, 1.5 FEET
 DP8170'NORTHEAST OF WITNESS POST.
 DP8170
 DP8170                          STATION RECOVERY (2014)
 DP8170
 DP8170'RECOVERY NOTE BY MN DEPT OF TRANSP 2014 (KMS)
 DP8170'RECOVERED IN GOOD CONDITION.
 DP8170'
 DP8170'NOTE-ADD-THE STATION IS LOCATED ABOUT 7.9 MI (12.7 KM) EAST-SOUTHEAST
 DP8170'OF LINWOOD, 6.9 MI (11.1 KM) SOUTH OF STACY AND 1.5 MI (2.4 KM)
 DP8170'NORTH-NORTHEAST OF FOREST LAKE.
 DP8170'
 DP8170'THE STATION STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM
 DP8170'ROD DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION REMOVABLE
 DP8170'DISK SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH
 DP8170'PVC PIPE BACK FILLED WITH WASHED SAND.
 DP8170
 DP8170                          STATION RECOVERY (2015)
 DP8170
 DP8170'RECOVERY NOTE BY MN DEPT OF TRANSP 2015 (PXK)
 DP8170'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DK3861 ***********************************************************************
 DK3861  DESIGNATION -  1309 B
 DK3861  PID         -  DK3861
 DK3861  STATE/COUNTY-  MN/CHISAGO
 DK3861  COUNTRY     -  US
 DK3861  USGS QUAD   -  SAINT CROIX DALLES (2019)
 DK3861
 DK3861                         *CURRENT SURVEY CONTROL
 DK3861  ______________________________________________________________________
 DK3861* NAD 83(1986) POSITION- 45 24 06.26   (N) 092 39 04.14   (W)   HD_HELD1
 DK3861* NAVD 88 ORTHO HEIGHT -   225.371 (meters)      739.40  (feet) ADJUSTED
 DK3861  ______________________________________________________________________
 DK3861  GEOID HEIGHT    -        -27.668 (meters)                     GEOID18
 DK3861  DYNAMIC HEIGHT  -        225.374 (meters)      739.41  (feet) COMP
 DK3861  MODELED GRAVITY -    980,625.8   (mgal)                       NAVD 88
 DK3861
 DK3861  VERT ORDER      -  SECOND    CLASS I
 DK3861
 DK3861.The horizontal coordinates were determined by differentially corrected
 DK3861.hand held GPS observations or other comparable positioning techniques
 DK3861.and have an estimated accuracy of +/- 3 meters.
 DK3861
 DK3861.The orthometric height was determined by differential leveling and
 DK3861.adjusted by the NATIONAL GEODETIC SURVEY
 DK3861.in October 2008.
 DK3861
 DK3861.No vertical observational check was made to the station.
 DK3861
 DK3861.Significant digits in the geoid height do not necessarily reflect accuracy.
 DK3861.GEOID18 height accuracy estimate available here.
 DK3861
 DK3861.Click photographs - Photos may exist for this station.
 DK3861
 DK3861.The dynamic height is computed by dividing the NAVD 88
 DK3861.geopotential number by the normal gravity value computed on the
 DK3861.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK3861.degrees latitude (g = 980.6199 gals.).
 DK3861
 DK3861.The modeled gravity was interpolated from observed gravity values.
 DK3861
 DK3861;                    North         East    Units  Estimated Accuracy
 DK3861;SPC MN C     -   145,916.3     925,178.4     MT  (+/- 3 meters HH1 GPS) 
 DK3861
 DK3861_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWL2730127639(NAD 83)
 DK3861
 DK3861                          SUPERSEDED SURVEY CONTROL
 DK3861
 DK3861.No superseded survey control is available for this station.
 DK3861
 DK3861_MARKER: DV = VERTICAL CONTROL DISK
 DK3861_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DK3861_SP_SET: BRIDGE WALKWAY
 DK3861_STAMPING: 1309 B 2005
 DK3861_MARK LOGO: MNDT
 DK3861_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DK3861_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DK3861+SATELLITE: SATELLITE OBSERVATIONS - April 29, 2009
 DK3861
 DK3861  HISTORY     - Date     Condition        Report By
 DK3861  HISTORY     - 1986     MONUMENTED       MNDT
 DK3861  HISTORY     - 20070912 GOOD             WIDT
 DK3861  HISTORY     - 20090429 GOOD             WIDT
 DK3861  HISTORY     - 20140331 MARK NOT FOUND   MNDT
 DK3861
 DK3861                          STATION DESCRIPTION
 DK3861
 DK3861'DESCRIBED BY MN DEPT OF TRANSP 1986
 DK3861'AT TAYLORS FALLS, IN BRIDGE WALKWAY IN SOUTHWEST CORNER OF TRUNK
 DK3861'HIGHWAY 8 BRIDGE NUMBER 6566 OVER ST CROIX RIVER, 0.10 MI (0.2 KM)
 DK3861'EAST ALONG TRUNK HIGHWAY 8 FROM THE JUNCTION TRUNK HIGHWAY 8 EAST AND
 DK3861'TRUNK HIGHWAY 95 NORTH IN TAYLORS FALLS, AT TRUNK HIGHWAY 8 MILE POINT
 DK3861'22.20, 30 FT (9.1 M) SOUTH OF TRUNK HIGHWAY 8.  MARK SET WHEN BRIDGE
 DK3861'WAS BUILT IN 1986 AND USED IN 2005.
 DK3861
 DK3861                          STATION RECOVERY (2007)
 DK3861
 DK3861'RECOVERY NOTE BY WI DEPT OF TRANSP 2007 (EPS)
 DK3861'RECOVERED AS DESCRIBED.
 DK3861
 DK3861                          STATION RECOVERY (2009)
 DK3861
 DK3861'RECOVERY NOTE BY WI DEPT OF TRANSP 2009 (EPS)
 DK3861'RECOVERED AS DESCRIBED.
 DK3861
 DK3861                          STATION RECOVERY (2014)
 DK3861
 DK3861'RECOVERY NOTE BY MN DEPT OF TRANSP 2014 (MPP)
 DK3861'AFTER A THOROUGH FIELD SEARCH MARK WAS NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 PQ0648 ***********************************************************************
 PQ0648  DESIGNATION -  131 ES
 PQ0648  PID         -  PQ0648
 PQ0648  STATE/COUNTY-  MN/MCLEOD
 PQ0648  COUNTRY     -  US
 PQ0648  USGS QUAD   -  STEWART (2019)
 PQ0648
 PQ0648                         *CURRENT SURVEY CONTROL
 PQ0648  ______________________________________________________________________
 PQ0648* NAD 83(1996) POSITION- 44 39 33.20903(N) 094 22 32.66114(W)   ADJUSTED
 PQ0648* NAVD 88 ORTHO HEIGHT -   312.355 (meters)     1024.78  (feet) ADJUSTED
 PQ0648  ______________________________________________________________________
 PQ0648  GEOID HEIGHT    -        -27.733 (meters)                     GEOID18
 PQ0648  LAPLACE CORR    -         -1.23  (seconds)                    DEFLEC18
 PQ0648  DYNAMIC HEIGHT  -        312.316 (meters)     1024.66  (feet) COMP
 PQ0648  MODELED GRAVITY -    980,485.3   (mgal)                       NAVD 88
 PQ0648
 PQ0648  HORZ ORDER      -  SECOND
 PQ0648  VERT ORDER      -  SECOND    CLASS I
 PQ0648
 PQ0648.The horizontal coordinates were established by classical geodetic methods
 PQ0648.and adjusted by the National Geodetic Survey in March 1999.
 PQ0648
 PQ0648.The orthometric height was determined by differential leveling and
 PQ0648.adjusted by the NATIONAL GEODETIC SURVEY
 PQ0648.in July 2021.
 PQ0648
 PQ0648.Significant digits in the geoid height do not necessarily reflect accuracy.
 PQ0648.GEOID18 height accuracy estimate available here.
 PQ0648
 PQ0648.Click photographs - Photos may exist for this station.
 PQ0648
 PQ0648.The Laplace correction was computed from DEFLEC18 derived deflections.
 PQ0648
 PQ0648.The dynamic height is computed by dividing the NAVD 88
 PQ0648.geopotential number by the normal gravity value computed on the
 PQ0648.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PQ0648.degrees latitude (g = 980.6199 gals.).
 PQ0648
 PQ0648.The modeled gravity was interpolated from observed gravity values.
 PQ0648
 PQ0648. The following values were computed from the NAD 83(1996) position.
 PQ0648
 PQ0648;                    North         East     Units Scale Factor Converg.
 PQ0648;SPC MN S     -   284,427.711   770,201.385   MT  0.99992582   -0 15 48.1
 PQ0648;SPC MN S     -   933,159.92  2,526,902.38   sFT  0.99992582   -0 15 48.1
 PQ0648;UTM  15      - 4,946,016.210   390,929.766   MT  0.99974629   -0 58 01.5
 PQ0648
 PQ0648!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PQ0648!SPC MN S     -   0.99995538  x   0.99992582  =   0.99988120
 PQ0648!UTM  15      -   0.99995538  x   0.99974629  =   0.99970168
 PQ0648
 PQ0648_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUK9092946016(NAD 83)
 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  NAVD 88 (10/08/08)  312.390  (m)         1024.90   (f) SUPERSEDED  2 1
 PQ0648
 PQ0648.Superseded values are not recommended for survey control.
 PQ0648
 PQ0648.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PQ0648.See file dsdata.pdf to determine how the superseded data were derived.
 PQ0648
 PQ0648_MARKER: DB = BENCH MARK DISK
 PQ0648_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PQ0648_STAMPING: 131 ES 1955 1024
 PQ0648_MARK LOGO: USGS
 PQ0648_PROJECTION: PROJECTING 10 CENTIMETERS
 PQ0648_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 PQ0648_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PQ0648+STABILITY: SURFACE MOTION
 PQ0648_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PQ0648+SATELLITE: SATELLITE OBSERVATIONS - June 08, 2019
 PQ0648
 PQ0648  HISTORY     - Date     Condition        Report By
 PQ0648  HISTORY     - 19550401 MONUMENTED       USGS
 PQ0648  HISTORY     - 1975     GOOD             USGS
 PQ0648  HISTORY     - 1985     GOOD             MNDT
 PQ0648  HISTORY     - 19930104 GOOD             MNDT
 PQ0648  HISTORY     - 20101201 GOOD             MNDT
 PQ0648  HISTORY     - 20190608 GOOD             MNDT
 PQ0648
 PQ0648                          STATION DESCRIPTION
 PQ0648
 PQ0648'DESCRIBED BY US GEOLOGICAL SURVEY 1975
 PQ0648'A USGS BENCH MARK DISK STAMPED 131 ES 1955, IS SET IN A 6 INCH
 PQ0648'SQUARE CONCRETE MONUMENT AND PROJECTS 0.3 FOOT ABOVE THE SURFACE
 PQ0648'OF THE GROUND.  THE MARK IS 87.0 FEET EAST OF THE CENTERLINE OF
 PQ0648'TRUNK HIGHWAY 15, 83.0 FEET SOUTH OF THE CENTERLINE OF COUNTY
 PQ0648'ROAD 17, 2.3 FEET WEST-NORTHWEST OF A FENCE CORNER POST, AND 20.0
 PQ0648'FEET NORTHEAST OF A POWER POLE.
 PQ0648
 PQ0648                          STATION RECOVERY (1985)
 PQ0648
 PQ0648'RECOVERY NOTE BY MN DEPT OF TRANSP 1985 (DKH)
 PQ0648'THE STATION WAS RECOVERED IN GOOD CONDITION ABOUT 5 MILES SOUTH OF THE
 PQ0648'TOWN OF BROWNTON, IN THE NW 1/4 OF SECTION 30, T114N, R29W, IN THE
 PQ0648'SOUTHEAST QUADRANT OF THE INTERSECTION OF TRUNK HIGHWAY 15 AND COUNTY
 PQ0648'ROAD 17.
 PQ0648'
 PQ0648'TO REACH THE STATION FROM THE JUNCTION OF COUNTY ROAD 25 AND COUNTY
 PQ0648'ROAD 32 (OLD TRUNK HIGHWAY 212) IN BROWNTON, GO WESTERLY ON COUNTY
 PQ0648'ROAD 32 FOR 1.0 MILE TO TRUNK HIGHWAY 15, TURN LEFT AND GO SOUTH ON
 PQ0648'TRUNK HIGHWAY 15 FOR 4.55 MILES TO COUNTY ROAD 17 AND THE STATION ON
 PQ0648'THE LEFT.
 PQ0648'
 PQ0648'THE STATION MARK, A STANDARD USGS BENCH MARK DISK
 PQ0648'STAMPED---131 ES 1955---, IS SET IN THE TOP OF A 6 INCH SQUARE
 PQ0648'CONCRETE MONUMENT THAT PROJECTS 0.3 FOOT ABOVE THE SURFACE OF THE
 PQ0648'GROUND.  THE MARK IS 87.0 FEET EAST OF THE CENTERLINE OF TRUNK HIGHWAY
 PQ0648'15, 83.0 FEET SOUTH OF THE CENTERLINE OF COUNTY ROAD 17, 2.3 FEET
 PQ0648'WEST-NORTHWEST OF A FENCE CORNER POST, AND 20.0 FEET NORTHEAST OF A
 PQ0648'POWER POLE.
 PQ0648'
 PQ0648'STEEL ROD IN THE CONCRETE MONUMENT MAKES THE MARK MAGNETIC.
 PQ0648'
 PQ0648'THIS STATION IS AN AZIMUTH MARK FOR STATION MILL MNDT.
 PQ0648
 PQ0648                          STATION RECOVERY (1993)
 PQ0648
 PQ0648'RECOVERY NOTE BY MN DEPT OF TRANSP 1993 (HTS)
 PQ0648'THE MARK WAS FOUND IN GOOD CONDITION AS DESCRIBED IN USGS QUAD 93 WITH
 PQ0648'THIS ADDITION TO THE DESCRIPTION, AT TH 15 MILE POST 84.9.
 PQ0648
 PQ0648                          STATION RECOVERY (2010)
 PQ0648
 PQ0648'RECOVERY NOTE BY MN DEPT OF TRANSP 2010 (AJ)
 PQ0648'5.0 MI (8.0 KM) SOUTH OF BROWNTON, 1.0 MI (1.6 KM) WEST ON TRUNK
 PQ0648'HIGHWAY 212  FROM THE JUNCTION TRUNK HIGHWAY 212 AND COUNTY ROAD 25 IN
 PQ0648'BROWNTON, THEN 4.6 MI (7.4 KM) SOUTH ON TRUNK HIGHWAY 15, AT TRUNK
 PQ0648'HIGHWAY 15 MILE POINT 84.9, 87.0 FT (26.5 M) EAST OF TRUNK HIGHWAY 15,
 PQ0648'83.0 FT (25.3 M) SOUTH OF COUNTY ROAD 17, 20.0 FT (6.1 M) NORTHEAST OF
 PQ0648'POWER POLE, 23 FT (7.0 M) WEST-NORTHWEST OF CORNER FENCE POST.
 PQ0648
 PQ0648                          STATION RECOVERY (2019)
 PQ0648
 PQ0648'RECOVERY NOTE BY MN DEPT OF TRANSP 2019 (BRB)
 PQ0648'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DP9637 ***********************************************************************
 DP9637  DESIGNATION -  1310 A
 DP9637  PID         -  DP9637
 DP9637  STATE/COUNTY-  MN/CHISAGO
 DP9637  COUNTRY     -  US
 DP9637  USGS QUAD   -  OSCEOLA (2019)
 DP9637
 DP9637                         *CURRENT SURVEY CONTROL
 DP9637  ______________________________________________________________________
 DP9637* NAD 83(1986) POSITION- 45 19 13.2    (N) 092 43 22.3    (W)   HD_HELD2
 DP9637* NAVD 88 ORTHO HEIGHT -   252.662 (meters)      828.94  (feet) ADJUSTED
 DP9637  ______________________________________________________________________
 DP9637  GEOID HEIGHT    -        -27.672 (meters)                     GEOID18
 DP9637  DYNAMIC HEIGHT  -        252.665 (meters)      828.95  (feet) COMP
 DP9637  MODELED GRAVITY -    980,618.9   (mgal)                       NAVD 88
 DP9637
 DP9637  VERT ORDER      -  SECOND    CLASS I
 DP9637
 DP9637.The horizontal coordinates were established by autonomous hand held GPS
 DP9637.observations and have an estimated accuracy of +/- 10 meters.
 DP9637
 DP9637.The orthometric height was determined by differential leveling and
 DP9637.adjusted by the NATIONAL GEODETIC SURVEY
 DP9637.in September 2016.
 DP9637
 DP9637.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP9637.GEOID18 height accuracy estimate available here.
 DP9637
 DP9637.Click photographs - Photos may exist for this station.
 DP9637
 DP9637.The dynamic height is computed by dividing the NAVD 88
 DP9637.geopotential number by the normal gravity value computed on the
 DP9637.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP9637.degrees latitude (g = 980.6199 gals.).
 DP9637
 DP9637.The modeled gravity was interpolated from observed gravity values.
 DP9637
 DP9637;                    North         East    Units  Estimated Accuracy
 DP9637;SPC MN C     -   136,759.      919,739.      MT  (+/- 10 meters HH2 GPS)
 DP9637
 DP9637_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWL2172018573(NAD 83)
 DP9637
 DP9637                          SUPERSEDED SURVEY CONTROL
 DP9637
 DP9637.No superseded survey control is available for this station.
 DP9637
 DP9637_MARKER: DV = VERTICAL CONTROL DISK
 DP9637_SETTING: 65 = SET IN UNSPECIFIED ROCK OR BOULDER
 DP9637_STAMPING: 1310 A 1975
 DP9637_MARK LOGO: MNHD
 DP9637_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 DP9637_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DP9637_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP9637+SATELLITE: SATELLITE OBSERVATIONS - March 11, 2015
 DP9637
 DP9637  HISTORY     - Date     Condition        Report By
 DP9637  HISTORY     - 19750401 MONUMENTED       MNHD
 DP9637  HISTORY     - 20150311 GOOD             MNDT
 DP9637
 DP9637                          STATION DESCRIPTION
 DP9637
 DP9637'DESCRIBED BY MN DEPT OF TRANSP 2015 (DAS)
 DP9637'THE STATION IS LOCATED ABOUT 13.1 MI (21.1 KM) EAST-NORTHEAST OF
 DP9637'FOREST LAKE, 7.7 MI (12.4 KM) SOUTHEAST OF LINDSTROM AND 6.1 MI (9.8
 DP9637'KM) NORTHEAST OF SCANDIA.
 DP9637'
 DP9637'TO REACH THE MARK GO 0.45 MI (0.7 KM) EAST OF THE JUNCTION OF TRUNK
 DP9637'HIGHWAY 95 AND TRUNK HIGHWAY 243, 0.75 MI (1.2 KM) WEST OF TRUNK
 DP9637'HIGHWAY 243 BRIDGE NUMBER 6347 OVER SAINT CROIX RIVER.
 DP9637'
 DP9637'THE MARK IS LOCATED 51.2 FT (15.6 M) NORTH OF TRUNK HIGHWAY 243, 109.6
 DP9637'FT (33.4 M) EAST OF METAL CULVERT, 20 FT (6.1 M) EAST OF END OF ROCK
 DP9637'CUT, 8.8 FT (2.7 M) NORTH OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DP9638 ***********************************************************************
 DP9638  DESIGNATION -  1310 C
 DP9638  PID         -  DP9638
 DP9638  STATE/COUNTY-  MN/CHISAGO
 DP9638  COUNTRY     -  US
 DP9638  USGS QUAD   -  OSCEOLA (2019)
 DP9638
 DP9638                         *CURRENT SURVEY CONTROL
 DP9638  ______________________________________________________________________
 DP9638* NAD 83(1986) POSITION- 45 19 19.28   (N) 092 42 41.73   (W)   HD_HELD1
 DP9638* NAVD 88 ORTHO HEIGHT -   211.735 (meters)      694.67  (feet) ADJUSTED
 DP9638  ______________________________________________________________________
 DP9638  GEOID HEIGHT    -        -27.695 (meters)                     GEOID18
 DP9638  DYNAMIC HEIGHT  -        211.737 (meters)      694.67  (feet) COMP
 DP9638  MODELED GRAVITY -    980,618.0   (mgal)                       NAVD 88
 DP9638
 DP9638  VERT ORDER      -  SECOND    CLASS I
 DP9638
 DP9638.The horizontal coordinates were determined by differentially corrected
 DP9638.hand held GPS observations or other comparable positioning techniques
 DP9638.and have an estimated accuracy of +/- 3 meters.
 DP9638
 DP9638.The orthometric height was determined by differential leveling and
 DP9638.adjusted by the NATIONAL GEODETIC SURVEY
 DP9638.in September 2016.
 DP9638
 DP9638.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP9638.GEOID18 height accuracy estimate available here.
 DP9638
 DP9638.Click photographs - Photos may exist for this station.
 DP9638
 DP9638.The dynamic height is computed by dividing the NAVD 88
 DP9638.geopotential number by the normal gravity value computed on the
 DP9638.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP9638.degrees latitude (g = 980.6199 gals.).
 DP9638
 DP9638.The modeled gravity was interpolated from observed gravity values.
 DP9638
 DP9638;                    North         East    Units  Estimated Accuracy
 DP9638;SPC MN C     -   136,964.0     920,618.9     MT  (+/- 3 meters HH1 GPS) 
 DP9638
 DP9638_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWL2260318764(NAD 83)
 DP9638
 DP9638                          SUPERSEDED SURVEY CONTROL
 DP9638
 DP9638.No superseded survey control is available for this station.
 DP9638
 DP9638_MARKER: F = FLANGE-ENCASED ROD
 DP9638_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DP9638_STAMPING: 1310 C 2015
 DP9638_MARK LOGO: MNDT
 DP9638_PROJECTION: RECESSED 3 CENTIMETERS
 DP9638_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DP9638_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DP9638_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP9638+SATELLITE: SATELLITE OBSERVATIONS - April 22, 2015
 DP9638_ROD/PIPE-DEPTH: 18.0 meters
 DP9638
 DP9638  HISTORY     - Date     Condition        Report By
 DP9638  HISTORY     - 20150422 MONUMENTED       MNDT
 DP9638
 DP9638                          STATION DESCRIPTION
 DP9638
 DP9638'DESCRIBED BY MN DEPT OF TRANSP 2015
 DP9638'THE STATION IS LOCATED ABOUT 13.7 MI (22.0 KM) EAST-NORTHEAST OF
 DP9638'FOREST LAKE, 8.1 MI (13.0 KM) SOUTHEAST OF LINDSTROM AND 6.6 MI (10.6
 DP9638'KM) NORTHEAST OF SCANDIA.
 DP9638'
 DP9638'TO REACH THE MARK GO 1.15 MI (1.9 KM) EAST-NORTHEAST ALONG TRUNK
 DP9638'HIGHWAY 243 FROM THE JUNCTION OF TRUNK HIGHWAY 243 AND TRUNK HIGHWAY
 DP9638'95 (JUNCTION IS 6.75 MI (10.9 KM) SOUTHWEST OF TAYLORS FALLS), TO
 DP9638'TRUNK HIGHWAY 243 MILE POINT 1.15, THEN 0.1 MI (0.2 KM)
 DP9638'SOUTH-SOUTHWEST ALONG ENTRANCE TO OSCEOLA LANDING.
 DP9638'
 DP9638'THE MARK IS LOCATED 103.4 FT (31.5 M) WEST OF TRUNK HIGHWAY 243, 128.3
 DP9638'FT (39.1 M) SOUTH OF THE SOUTHWEST CORNER OF BROWN BLOCK BUILDING,
 DP9638'37.2 FT (11.3 M) EAST OF ENTRANCE TO OSCEOLA LANDING OF NATIONAL PARK
 DP9638'SERVICE, 1.5 FT (0.5 M) SOUTH OF A WITNESS POST.
 DP9638'
 DP9638'NOTE - THE STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM
 DP9638'ROD DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION REMOVABLE
 DP9638'DISK SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH
 DP9638'PVC PIPE BACK FILLED WITH WASHED SAND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DM9895 ***********************************************************************
 DM9895  HT_MOD      -  This is a Height Modernization Survey Station.
 DM9895  DESIGNATION -  132 DRL
 DM9895  PID         -  DM9895
 DM9895  STATE/COUNTY-  MN/CASS
 DM9895  COUNTRY     -  US
 DM9895  USGS QUAD   -  STAPLES NE (2019)
 DM9895
 DM9895                         *CURRENT SURVEY CONTROL
 DM9895  ______________________________________________________________________
 DM9895* NAD 83(2011) POSITION- 46 27 19.70278(N) 094 46 41.56433(W)   ADJUSTED
 DM9895* NAD 83(2011) ELLIP HT-   358.955 (meters)        (06/27/12)   ADJUSTED
 DM9895* NAD 83(2011) EPOCH   -  2010.00
 DM9895* NAVD 88 ORTHO HEIGHT -   386.13  (meters)     1266.8   (feet) GPS OBS
 DM9895  ______________________________________________________________________
 DM9895  NAVD 88 orthometric height was determined with geoid model    GEOID09
 DM9895  GEOID HEIGHT    -        -27.146 (meters)                     GEOID09
 DM9895  GEOID HEIGHT    -        -27.189 (meters)                     GEOID18
 DM9895  NAD 83(2011) X  -   -366,682.520 (meters)                     COMP
 DM9895  NAD 83(2011) Y  - -4,386,710.219 (meters)                     COMP
 DM9895  NAD 83(2011) Z  -  4,600,532.074 (meters)                     COMP
 DM9895  LAPLACE CORR    -         -0.68  (seconds)                    DEFLEC18
 DM9895
 DM9895  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DM9895  Standards:
 DM9895         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DM9895            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DM9895  -------------------------------------------------------------------
 DM9895  NETWORK    0.58   1.37           0.27   0.19   0.70     -0.03095021
 DM9895  -------------------------------------------------------------------
 DM9895  Click here for local accuracies and other accuracy information.
 DM9895
 DM9895.The horizontal coordinates were established by GPS observations
 DM9895.and adjusted by the National Geodetic Survey in June 2012.
 DM9895
 DM9895.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DM9895.been affixed to the stable North American tectonic plate. See 
 DM9895.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DM9895
 DM9895.The horizontal coordinates are valid at the epoch date displayed above
 DM9895.which is a decimal equivalence of Year/Month/Day.
 DM9895
 DM9895.The orthometric height was determined by GPS observations and a
 DM9895.high-resolution geoid model using precise GPS observation and
 DM9895.processing techniques.
 DM9895
 DM9895.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM9895.GEOID18 height accuracy estimate available here.
 DM9895
 DM9895.Click photographs - Photos may exist for this station.
 DM9895
 DM9895.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DM9895
 DM9895.The Laplace correction was computed from DEFLEC18 derived deflections.
 DM9895
 DM9895.The ellipsoidal height was determined by GPS observations
 DM9895.and is referenced to NAD 83.
 DM9895
 DM9895. The following values were computed from the NAD 83(2011) position.
 DM9895
 DM9895;                    North         East     Units Scale Factor Converg.
 DM9895;SPC MN C     -   261,905.995   759,423.341   MT  0.99992423   -0 22 55.6
 DM9895;SPC MN C     -   859,269.92  2,491,541.41   sFT  0.99992423   -0 22 55.6
 DM9895;UTM  15      - 5,146,191.903   363,444.152   MT  0.99982922   -1 17 20.8
 DM9895
 DM9895!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DM9895!SPC MN C     -   0.99994373  x   0.99992423  =   0.99986797
 DM9895!UTM  15      -   0.99994373  x   0.99982922  =   0.99977296
 DM9895
 DM9895_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUM6344446191(NAD 83)
 DM9895
 DM9895                          SUPERSEDED SURVEY CONTROL
 DM9895
 DM9895  NAD 83(2007)-  46 27 19.70270(N)    094 46 41.56554(W) AD(2002.00) 1
 DM9895  ELLIP H (07/18/11)  358.988  (m)                       GP(2002.00) 4 1
 DM9895
 DM9895.Superseded values are not recommended for survey control.
 DM9895
 DM9895.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DM9895.See file dsdata.pdf to determine how the superseded data were derived.
 DM9895
 DM9895_MARKER: DD = SURVEY DISK
 DM9895_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 DM9895_STAMPING: 132 DRL 1965
 DM9895_MARK LOGO: USGS
 DM9895_PROJECTION: PROJECTING 30 CENTIMETERS
 DM9895_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DM9895_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DM9895_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DM9895+SATELLITE: SATELLITE OBSERVATIONS - May 04, 2023
 DM9895
 DM9895  HISTORY     - Date     Condition        Report By
 DM9895  HISTORY     - 19650401 MONUMENTED       USGS
 DM9895  HISTORY     - 20101129 GOOD             MNDT
 DM9895  HISTORY     - 20230504 GOOD             MNDT
 DM9895
 DM9895                          STATION DESCRIPTION
 DM9895
 DM9895'DESCRIBED BY MN DEPT OF TRANSP 2010 (MPP)
 DM9895'THE MARK WAS RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.
 DM9895'THE MARK IS 7.0 MILES NORTH NORTHEAST OF STAPLES ALONG 4TH STREET,
 DM9895'COUNTY ROAD 2 AND COUNTY ROAD 30, 44 FEET NORTH OF 96TH STREET
 DM9895'SOUTHWEST, 180 FEET EAST OF COUNTY ROAD 30, AT TEE-ROAD EAST, 3 FEET
 DM9895'SOUTHWEST OF POWER POLE, 1.2 FEET SOUTH OF WITNESS POST, ABOUT 2.6
 DM9895'MILES NORTH OF CROW WING RIVER.
 DM9895
 DM9895                          STATION RECOVERY (2023)
 DM9895
 DM9895'RECOVERY NOTE BY MN DEPT OF TRANSP 2023 (AJH)
 DM9895'7.0 MI (11.3 KM) NORTH-NORTHEAST OF STAPLES ALONG FOURTH STREET,
 DM9895'COUNTY ROAD 2 AND COUNTY ROAD 30, 44.0 FT (13.4 M) NORTH OF 96TH
 DM9895'AVENUE/STREET SOUTHWEST, 180.0 FT (54.9 M) EAST OF COUNTY ROAD 30 AT A
 DM9895'TEE-ROAD EAST, 3.0 FT (0.9 M) SOUTHWEST OF A POWER POLE, 1.2 FT (0.4
 DM9895'M) SOUTH OF A WITNESS POST, ABOUT 2.6 MI (4.2 KM) NORTH OF THE CROW
 DM9895'WING RIVER.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DK3443 ***********************************************************************
 DK3443  DESIGNATION -  132 ES
 DK3443  PID         -  DK3443
 DK3443  STATE/COUNTY-  MN/SIBLEY
 DK3443  COUNTRY     -  US
 DK3443  USGS QUAD   -  WINTHROP SW (2019)
 DK3443
 DK3443                         *CURRENT SURVEY CONTROL
 DK3443  ______________________________________________________________________
 DK3443* NAD 83(1986) POSITION- 44 37 00.16   (N) 094 22 33.20   (W)   HD_HELD1
 DK3443* NAVD 88 ORTHO HEIGHT -   317.649 (meters)     1042.15  (feet) ADJUSTED
 DK3443  ______________________________________________________________________
 DK3443  GEOID HEIGHT    -        -27.791 (meters)                     GEOID18
 DK3443  DYNAMIC HEIGHT  -        317.608 (meters)     1042.02  (feet) COMP
 DK3443  MODELED GRAVITY -    980,480.7   (mgal)                       NAVD 88
 DK3443
 DK3443  VERT ORDER      -  SECOND    CLASS I
 DK3443
 DK3443.The horizontal coordinates were determined by differentially corrected
 DK3443.hand held GPS observations or other comparable positioning techniques
 DK3443.and have an estimated accuracy of +/- 3 meters.
 DK3443
 DK3443.The orthometric height was determined by differential leveling and
 DK3443.adjusted by the NATIONAL GEODETIC SURVEY
 DK3443.in October 2008.
 DK3443
 DK3443.Significant digits in the geoid height do not necessarily reflect accuracy.
 DK3443.GEOID18 height accuracy estimate available here.
 DK3443
 DK3443.Click photographs - Photos may exist for this station.
 DK3443
 DK3443.The dynamic height is computed by dividing the NAVD 88
 DK3443.geopotential number by the normal gravity value computed on the
 DK3443.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK3443.degrees latitude (g = 980.6199 gals.).
 DK3443
 DK3443.The modeled gravity was interpolated from observed gravity values.
 DK3443
 DK3443;                    North         East    Units  Estimated Accuracy
 DK3443;SPC MN S     -   279,703.9     770,167.8     MT  (+/- 3 meters HH1 GPS) 
 DK3443
 DK3443_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUK9083841293(NAD 83)
 DK3443
 DK3443                          SUPERSEDED SURVEY CONTROL
 DK3443
 DK3443.No superseded survey control is available for this station.
 DK3443
 DK3443_MARKER: DB = BENCH MARK DISK
 DK3443_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 DK3443_STAMPING: 132 ES 1955 1042
 DK3443_MARK LOGO: USGS
 DK3443_PROJECTION: PROJECTING 3 CENTIMETERS
 DK3443_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DK3443_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DK3443_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DK3443+SATELLITE: SATELLITE OBSERVATIONS - May 06, 2024
 DK3443
 DK3443  HISTORY     - Date     Condition        Report By
 DK3443  HISTORY     - 19550401 MONUMENTED       USGS
 DK3443  HISTORY     - 19930105 GOOD             MNDT
 DK3443  HISTORY     - 20100927 GOOD             MNDT
 DK3443  HISTORY     - 20190605 GOOD             MNDT
 DK3443  HISTORY     - 20240506 GOOD             MNDT
 DK3443
 DK3443                          STATION DESCRIPTION
 DK3443
 DK3443'DESCRIBED BY MN DEPT OF TRANSP 1993 (HTS)
 DK3443'RECOVERED IN GOOD CONDITION.  NOTE--THE LOCAL TIE OF 43.5 FT (13.3 M)
 DK3443'SOUTHWEST OF A POWER POLE SHOULD BE DELETED AND THE LOCAL TIE OF 3.8
 DK3443'FT (1.2 M) WEST-SOUTHWEST OF A POWER POLE INCLUDED.
 DK3443
 DK3443                          STATION RECOVERY (2010)
 DK3443
 DK3443'RECOVERY NOTE BY MN DEPT OF TRANSP 2010 (AND)
 DK3443'5.1 MI (8.2 KM) NORTH OF WINTHROP, 5.1 MI (8.2 KM) NORTH ALONG TRUNK
 DK3443'HIGHWAY 15  FROM THE JUNCTION OF TRUNK HIGHWAY 15 AND TRUNK HIGHWAY 19
 DK3443'IN WINTHROP, AT TRUNK HIGHWAY 15 MILE POINT 82.05, 310 FT (94.5 M)
 DK3443'NORTH OF COUNTY ROAD 53, 51 FT (15.5 M) EAST OF TRUNK HIGHWAY 15, 1.0
 DK3443'FT (0.3 M) NORTHWEST OF POWER POLE, 1.0 FT (0.3 M) SOUTHWEST OF A
 DK3443'WITNESS POST.
 DK3443
 DK3443                          STATION RECOVERY (2019)
 DK3443
 DK3443'RECOVERY NOTE BY MN DEPT OF TRANSP 2019 (BRB)
 DK3443'RECOVERED AS DESCRIBED.
 DK3443
 DK3443                          STATION RECOVERY (2024)
 DK3443
 DK3443'RECOVERY NOTE BY MN DEPT OF TRANSP 2024 (KMS)
 DK3443'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DF6758 ***********************************************************************
 DF6758  DESIGNATION -  133 23
 DF6758  PID         -  DF6758
 DF6758  STATE/COUNTY-  MN/HUBBARD
 DF6758  COUNTRY     -  US
 DF6758  USGS QUAD   -  EAST CROOKED LAKE (2019)
 DF6758
 DF6758                         *CURRENT SURVEY CONTROL
 DF6758  ______________________________________________________________________
 DF6758* NAD 83(2011) POSITION- 47 00 57.05333(N) 094 49 47.76004(W)   ADJUSTED
 DF6758* NAD 83(2011) ELLIP HT-   433.837 (meters)        (06/27/12)   ADJUSTED
 DF6758* NAD 83(2011) EPOCH   -  2010.00
 DF6758* NAVD 88 ORTHO HEIGHT -   461.4   (meters)     1514.    (feet) GPS OBS
 DF6758  ______________________________________________________________________
 DF6758  NAVD 88 orthometric height was determined with geoid model    GEOID99
 DF6758  GEOID HEIGHT    -        -27.494 (meters)                     GEOID99
 DF6758  GEOID HEIGHT    -        -27.524 (meters)                     GEOID18
 DF6758  NAD 83(2011) X  -   -366,826.884 (meters)                     COMP
 DF6758  NAD 83(2011) Y  - -4,341,224.200 (meters)                     COMP
 DF6758  NAD 83(2011) Z  -  4,643,283.562 (meters)                     COMP
 DF6758  LAPLACE CORR    -         -2.27  (seconds)                    DEFLEC18
 DF6758
 DF6758  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DF6758  Standards:
 DF6758         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DF6758            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DF6758  -------------------------------------------------------------------
 DF6758  NETWORK    1.35   0.74           0.61   0.48   0.38      0.08687051
 DF6758  -------------------------------------------------------------------
 DF6758  Click here for local accuracies and other accuracy information.
 DF6758
 DF6758.The horizontal coordinates were established by GPS observations
 DF6758.and adjusted by the National Geodetic Survey in June 2012.
 DF6758
 DF6758.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DF6758.been affixed to the stable North American tectonic plate. See 
 DF6758.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DF6758
 DF6758.The horizontal coordinates are valid at the epoch date displayed above
 DF6758.which is a decimal equivalence of Year/Month/Day.
 DF6758
 DF6758.The orthometric height was determined by GPS observations and a
 DF6758.high-resolution geoid model.
 DF6758
 DF6758.Significant digits in the geoid height do not necessarily reflect accuracy.
 DF6758.GEOID18 height accuracy estimate available here.
 DF6758
 DF6758.Click photographs - Photos may exist for this station.
 DF6758
 DF6758.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DF6758
 DF6758.The Laplace correction was computed from DEFLEC18 derived deflections.
 DF6758
 DF6758.The ellipsoidal height was determined by GPS observations
 DF6758.and is referenced to NAD 83.
 DF6758
 DF6758. The following values were computed from the NAD 83(2011) position.
 DF6758
 DF6758;                    North         East     Units Scale Factor Converg.
 DF6758;SPC MN C     -   324,223.520   755,906.350   MT  0.99999271   -0 25 10.3
 DF6758;SPC MN C     - 1,063,723.33  2,480,002.75   sFT  0.99999271   -0 25 10.3
 DF6758;UTM  15      - 5,208,550.266   360,921.038   MT  0.99983774   -1 20 20.0
 DF6758
 DF6758!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF6758!SPC MN C     -   0.99993200  x   0.99999271  =   0.99992471
 DF6758!UTM  15      -   0.99993200  x   0.99983774  =   0.99976975
 DF6758
 DF6758_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUN6092108550(NAD 83)
 DF6758
 DF6758                          SUPERSEDED SURVEY CONTROL
 DF6758
 DF6758  NAD 83(2007)-  47 00 57.05324(N)    094 49 47.76082(W) AD(2002.00) 0
 DF6758  ELLIP H (02/10/07)  433.869  (m)                       GP(2002.00)    
 DF6758  NAD 83(1996)-  47 00 57.05301(N)    094 49 47.76022(W) AD(       ) 1
 DF6758  ELLIP H (08/04/03)  433.879  (m)                       GP(       ) 3 2
 DF6758
 DF6758.Superseded values are not recommended for survey control.
 DF6758
 DF6758.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF6758.See file dsdata.pdf to determine how the superseded data were derived.
 DF6758
 DF6758_MARKER: DD = SURVEY DISK
 DF6758_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DF6758_STAMPING: 133-23 2001
 DF6758_MARK LOGO: MN-057
 DF6758_PROJECTION: RECESSED 8 CENTIMETERS
 DF6758_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DF6758_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DF6758_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF6758+SATELLITE: SATELLITE OBSERVATIONS - July 13, 2021
 DF6758_ROD/PIPE-DEPTH: 18.3 meters
 DF6758
 DF6758  HISTORY     - Date     Condition        Report By
 DF6758  HISTORY     - 2001     MONUMENTED       MN-057
 DF6758  HISTORY     - 20210713 GOOD             MNDT
 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'
 DF6758
 DF6758                          STATION RECOVERY (2021)
 DF6758
 DF6758'RECOVERY NOTE BY MN DEPT OF TRANSP 2021 (TJD)
 DF6758'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DF6759 ***********************************************************************
 DF6759  DESIGNATION -  133 31
 DF6759  PID         -  DF6759
 DF6759  STATE/COUNTY-  MN/HUBBARD
 DF6759  COUNTRY     -  US
 DF6759  USGS QUAD   -  DORSET (2019)
 DF6759
 DF6759                         *CURRENT SURVEY CONTROL
 DF6759  ______________________________________________________________________
 DF6759* NAD 83(2011) POSITION- 46 59 33.99184(N) 094 54 39.16439(W)   ADJUSTED
 DF6759* NAD 83(2011) ELLIP HT-   421.638 (meters)        (06/27/12)   ADJUSTED
 DF6759* NAD 83(2011) EPOCH   -  2010.00
 DF6759* NAVD 88 ORTHO HEIGHT -   449.1   (meters)     1473.    (feet) GPS OBS
 DF6759  ______________________________________________________________________
 DF6759  NAVD 88 orthometric height was determined with geoid model    GEOID99
 DF6759  GEOID HEIGHT    -        -27.425 (meters)                     GEOID99
 DF6759  GEOID HEIGHT    -        -27.454 (meters)                     GEOID18
 DF6759  NAD 83(2011) X  -   -373,119.559 (meters)                     COMP
 DF6759  NAD 83(2011) Y  - -4,342,562.635 (meters)                     COMP
 DF6759  NAD 83(2011) Z  -  4,641,525.334 (meters)                     COMP
 DF6759  LAPLACE CORR    -         -2.60  (seconds)                    DEFLEC18
 DF6759
 DF6759  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DF6759  Standards:
 DF6759         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DF6759            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DF6759  -------------------------------------------------------------------
 DF6759  NETWORK    1.38   0.84           0.62   0.49   0.43      0.15149950
 DF6759  -------------------------------------------------------------------
 DF6759  Click here for local accuracies and other accuracy information.
 DF6759
 DF6759.The horizontal coordinates were established by GPS observations
 DF6759.and adjusted by the National Geodetic Survey in June 2012.
 DF6759
 DF6759.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DF6759.been affixed to the stable North American tectonic plate. See 
 DF6759.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DF6759
 DF6759.The horizontal coordinates are valid at the epoch date displayed above
 DF6759.which is a decimal equivalence of Year/Month/Day.
 DF6759
 DF6759.The orthometric height was determined by GPS observations and a
 DF6759.high-resolution geoid model.
 DF6759
 DF6759.Significant digits in the geoid height do not necessarily reflect accuracy.
 DF6759.GEOID18 height accuracy estimate available here.
 DF6759
 DF6759.Click photographs - Photos may exist for this station.
 DF6759
 DF6759.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DF6759
 DF6759.The Laplace correction was computed from DEFLEC18 derived deflections.
 DF6759
 DF6759.The ellipsoidal height was determined by GPS observations
 DF6759.and is referenced to NAD 83.
 DF6759
 DF6759. The following values were computed from the NAD 83(2011) position.
 DF6759
 DF6759;                    North         East     Units Scale Factor Converg.
 DF6759;SPC MN C     -   321,706.836   749,730.600   MT  0.99998799   -0 28 41.1
 DF6759;SPC MN C     - 1,055,466.51  2,459,741.14   sFT  0.99998799   -0 28 41.1
 DF6759;UTM  15      - 5,206,133.350   354,706.580   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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUN5470606133(NAD 83)
 DF6759
 DF6759                          SUPERSEDED SURVEY CONTROL
 DF6759
 DF6759  NAD 83(2007)-  46 59 33.99173(N)    094 54 39.16517(W) AD(2002.00) 0
 DF6759  ELLIP H (02/10/07)  421.668  (m)                       GP(2002.00)    
 DF6759  NAD 83(1996)-  46 59 33.99156(N)    094 54 39.16477(W) AD(       ) 1
 DF6759  ELLIP H (08/04/03)  421.681  (m)                       GP(       ) 3 2
 DF6759
 DF6759.Superseded values are not recommended for survey control.
 DF6759
 DF6759.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF6759.See file dsdata.pdf to determine how the superseded data were derived.
 DF6759
 DF6759_MARKER: DD = SURVEY DISK
 DF6759_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DF6759_STAMPING: 133-31 2001
 DF6759_MARK LOGO: MN-057
 DF6759_PROJECTION: RECESSED 5 CENTIMETERS
 DF6759_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DF6759_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DF6759_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF6759+SATELLITE: SATELLITE OBSERVATIONS - July 13, 2021
 DF6759_ROD/PIPE-DEPTH: 12.2 meters
 DF6759
 DF6759  HISTORY     - Date     Condition        Report By
 DF6759  HISTORY     - 2001     MONUMENTED       MN-057
 DF6759  HISTORY     - 20210713 GOOD             MNDT
 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'
 DF6759
 DF6759                          STATION RECOVERY (2021)
 DF6759
 DF6759'RECOVERY NOTE BY MN DEPT OF TRANSP 2021 (TJD)
 DF6759'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DF6760 ***********************************************************************
 DF6760  DESIGNATION -  134 20
 DF6760  PID         -  DF6760
 DF6760  STATE/COUNTY-  MN/HUBBARD
 DF6760  COUNTRY     -  US
 DF6760  USGS QUAD   -  SKUNK LAKE (2019)
 DF6760
 DF6760                         *CURRENT SURVEY CONTROL
 DF6760  ______________________________________________________________________
 DF6760* NAD 83(2011) POSITION- 47 01 18.73282(N) 095 01 02.47453(W)   ADJUSTED
 DF6760* NAD 83(2011) ELLIP HT-   418.409 (meters)        (06/27/12)   ADJUSTED
 DF6760* NAD 83(2011) EPOCH   -  2010.00
 DF6760* NAVD 88 ORTHO HEIGHT -   445.8   (meters)     1463.    (feet) GPS OBS
 DF6760  ______________________________________________________________________
 DF6760  NAVD 88 orthometric height was determined with geoid model    GEOID99
 DF6760  GEOID HEIGHT    -        -27.324 (meters)                     GEOID99
 DF6760  GEOID HEIGHT    -        -27.347 (meters)                     GEOID18
 DF6760  NAD 83(2011) X  -   -380,981.752 (meters)                     COMP
 DF6760  NAD 83(2011) Y  - -4,339,502.634 (meters)                     COMP
 DF6760  NAD 83(2011) Z  -  4,643,728.731 (meters)                     COMP
 DF6760  LAPLACE CORR    -         -2.91  (seconds)                    DEFLEC18
 DF6760
 DF6760  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DF6760  Standards:
 DF6760         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DF6760            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DF6760  -------------------------------------------------------------------
 DF6760  NETWORK    0.68   0.49           0.31   0.24   0.25      0.06887841
 DF6760  -------------------------------------------------------------------
 DF6760  Click here for local accuracies and other accuracy information.
 DF6760
 DF6760.The horizontal coordinates were established by GPS observations
 DF6760.and adjusted by the National Geodetic Survey in June 2012.
 DF6760
 DF6760.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DF6760.been affixed to the stable North American tectonic plate. See 
 DF6760.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DF6760
 DF6760.The horizontal coordinates are valid at the epoch date displayed above
 DF6760.which is a decimal equivalence of Year/Month/Day.
 DF6760
 DF6760.The orthometric height was determined by GPS observations and a
 DF6760.high-resolution geoid model.
 DF6760
 DF6760.Significant digits in the geoid height do not necessarily reflect accuracy.
 DF6760.GEOID18 height accuracy estimate available here.
 DF6760
 DF6760.Click photographs - Photos may exist for this station.
 DF6760
 DF6760.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DF6760
 DF6760.The Laplace correction was computed from DEFLEC18 derived deflections.
 DF6760
 DF6760.The ellipsoidal height was determined by GPS observations
 DF6760.and is referenced to NAD 83.
 DF6760
 DF6760. The following values were computed from the NAD 83(2011) position.
 DF6760
 DF6760;                    North         East     Units Scale Factor Converg.
 DF6760;SPC MN C     -   325,014.164   741,663.206   MT  0.99999397   -0 33 18.3
 DF6760;SPC MN C     - 1,066,317.30  2,433,273.37   sFT  0.99999397   -0 33 18.3
 DF6760;UTM  15      - 5,209,569.427   346,694.286   MT  0.99988886   -1 28 34.4
 DF6760
 DF6760!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF6760!SPC MN C     -   0.99993442  x   0.99999397  =   0.99992839
 DF6760!UTM  15      -   0.99993442  x   0.99988886  =   0.99982329
 DF6760
 DF6760_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUN4669409569(NAD 83)
 DF6760
 DF6760                          SUPERSEDED SURVEY CONTROL
 DF6760
 DF6760  NAD 83(2007)-  47 01 18.73270(N)    095 01 02.47532(W) AD(2002.00) 0
 DF6760  ELLIP H (02/10/07)  418.439  (m)                       GP(2002.00)    
 DF6760  NAD 83(1996)-  47 01 18.73248(N)    095 01 02.47518(W) AD(       ) 1
 DF6760  ELLIP H (08/04/03)  418.457  (m)                       GP(       ) 3 2
 DF6760
 DF6760.Superseded values are not recommended for survey control.
 DF6760
 DF6760.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF6760.See file dsdata.pdf to determine how the superseded data were derived.
 DF6760
 DF6760_MARKER: DD = SURVEY DISK
 DF6760_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DF6760_STAMPING: 134-20 2001
 DF6760_MARK LOGO: MN-057
 DF6760_PROJECTION: RECESSED 5 CENTIMETERS
 DF6760_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DF6760_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DF6760_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF6760+SATELLITE: SATELLITE OBSERVATIONS - January 30, 2020
 DF6760_ROD/PIPE-DEPTH: 15.2 meters
 DF6760
 DF6760  HISTORY     - Date     Condition        Report By
 DF6760  HISTORY     - 2001     MONUMENTED       MN-057
 DF6760  HISTORY     - 20200130 GOOD             MNDT
 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'
 DF6760
 DF6760                          STATION RECOVERY (2020)
 DF6760
 DF6760'RECOVERY NOTE BY MN DEPT OF TRANSP 2020 (KMS)
 DF6760'6.75 MI (10.86 KM) NORTH-NORTHEAST OF PARK RAPIDS, 4.8 MI (7.7 KM)
 DF6760'EAST ALONG COUNTY ROAD 40 FROM THE JUNCTION OF TRUNK HIGHWAY 71 AND
 DF6760'COUNTY ROAD 40 IN PARK RAPIDS, 0.2 MI (0.3 KM) WEST OF HOLLY ROAD,
 DF6760'40.0 FT (12.2 M) SOUTH OF COUNTY ROAD 40, 3.0 FT (0.9 M) NORTH OF A
 DF6760'WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 SH0468 ***********************************************************************
 SH0468  DESIGNATION -  1341.5
 SH0468  PID         -  SH0468
 SH0468  STATE/COUNTY-  MN/ST LOUIS
 SH0468  COUNTRY     -  US
 SH0468  USGS QUAD   -  ELY (2019)
 SH0468
 SH0468                         *CURRENT SURVEY CONTROL
 SH0468  ______________________________________________________________________
 SH0468* NAD 83(1986) POSITION- 47 55 00.     (N) 091 49 46.     (W)   SCALED
 SH0468* NAVD 88 ORTHO HEIGHT -   409.243 (meters)     1342.66  (feet) ADJUSTED
 SH0468  ______________________________________________________________________
 SH0468  GEOID HEIGHT    -        -30.862 (meters)                     GEOID18
 SH0468  DYNAMIC HEIGHT  -        409.304 (meters)     1342.86  (feet) COMP
 SH0468  MODELED GRAVITY -    980,747.5   (mgal)                       NAVD 88
 SH0468
 SH0468  VERT ORDER      -  SECOND    CLASS 0
 SH0468
 SH0468.The horizontal coordinates were scaled from a map and have
 SH0468.an estimated accuracy of +/- 6 seconds.
 SH0468
 SH0468.The orthometric height was determined by differential leveling and
 SH0468.adjusted by the NATIONAL GEODETIC SURVEY
 SH0468.in June 1991.
 SH0468
 SH0468.Significant digits in the geoid height do not necessarily reflect accuracy.
 SH0468.GEOID18 height accuracy estimate available here.
 SH0468
 SH0468.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWP874077(NAD 83)
 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
 SH0468.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SH0468.See file dsdata.pdf to determine how the superseded data were derived.
 SH0468
 SH0468_MARKER: Q = CHISELED SQUARE
 SH0468_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 SH0468_SP_SET: BRIDGE ABUTMENT
 SH0468_MARK LOGO: CGS
 SH0468_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 SH0468
 SH0468  HISTORY     - Date     Condition        Report By
 SH0468  HISTORY     - UNK      MONUMENTED       CGS
 SH0468  HISTORY     - 1935     GOOD             CGS
 SH0468  HISTORY     - 20070430 MARK NOT FOUND   MNDT
 SH0468
 SH0468                          STATION DESCRIPTION
 SH0468
 SH0468'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 SH0468'2.5 MI NE FROM ELY.
 SH0468'2.5 MILES NORTHEAST ALONG STATE HIGHWAY 88 FROM ELY, ST. LOUIS
 SH0468'COUNTY, IN THE TOP OF THE NORTHWEST ABUTMENT OF A STEEL BRIDGE,
 SH0468'3 FEET FROM THE WEST SIDE OF THE BRIDGE, AND 10 FEET WEST OF THE
 SH0468'CENTERLINE OF THE HIGHWAY.  A CHISELED SQUARE.
 SH0468
 SH0468                          STATION RECOVERY (2007)
 SH0468
 SH0468'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (MAS)
 SH0468'THE MARK WAS NOT RECOVERED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DF6761 ***********************************************************************
 DF6761  DESIGNATION -  135 4
 DF6761  PID         -  DF6761
 DF6761  STATE/COUNTY-  MN/HUBBARD
 DF6761  COUNTRY     -  US
 DF6761  USGS QUAD   -  SKUNK LAKE (2019)
 DF6761
 DF6761                         *CURRENT SURVEY CONTROL
 DF6761  ______________________________________________________________________
 DF6761* NAD 83(2011) POSITION- 47 03 50.83803(N) 095 06 30.86431(W)   ADJUSTED
 DF6761* NAD 83(2011) ELLIP HT-   435.910 (meters)        (06/27/12)   ADJUSTED
 DF6761* NAD 83(2011) EPOCH   -  2010.00
 DF6761* NAVD 88 ORTHO HEIGHT -   463.1   (meters)     1519.    (feet) GPS OBS
 DF6761  ______________________________________________________________________
 DF6761  NAVD 88 orthometric height was determined with geoid model    GEOID99
 DF6761  GEOID HEIGHT    -        -27.205 (meters)                     GEOID99
 DF6761  GEOID HEIGHT    -        -27.212 (meters)                     GEOID18
 DF6761  NAD 83(2011) X  -   -387,585.033 (meters)                     COMP
 DF6761  NAD 83(2011) Y  - -4,335,478.194 (meters)                     COMP
 DF6761  NAD 83(2011) Z  -  4,646,942.633 (meters)                     COMP
 DF6761  LAPLACE CORR    -         -3.44  (seconds)                    DEFLEC18
 DF6761
 DF6761  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DF6761  Standards:
 DF6761         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DF6761            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DF6761  -------------------------------------------------------------------
 DF6761  NETWORK    0.73   0.55           0.33   0.26   0.28      0.06335222
 DF6761  -------------------------------------------------------------------
 DF6761  Click here for local accuracies and other accuracy information.
 DF6761
 DF6761.The horizontal coordinates were established by GPS observations
 DF6761.and adjusted by the National Geodetic Survey in June 2012.
 DF6761
 DF6761.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DF6761.been affixed to the stable North American tectonic plate. See 
 DF6761.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DF6761
 DF6761.The horizontal coordinates are valid at the epoch date displayed above
 DF6761.which is a decimal equivalence of Year/Month/Day.
 DF6761
 DF6761.The orthometric height was determined by GPS observations and a
 DF6761.high-resolution geoid model.
 DF6761
 DF6761.Significant digits in the geoid height do not necessarily reflect accuracy.
 DF6761.GEOID18 height accuracy estimate available here.
 DF6761
 DF6761.Click photographs - Photos may exist for this station.
 DF6761
 DF6761.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DF6761
 DF6761.The Laplace correction was computed from DEFLEC18 derived deflections.
 DF6761
 DF6761.The ellipsoidal height was determined by GPS observations
 DF6761.and is referenced to NAD 83.
 DF6761
 DF6761. The following values were computed from the NAD 83(2011) position.
 DF6761
 DF6761;                    North         East     Units Scale Factor Converg.
 DF6761;SPC MN C     -   329,782.224   734,779.579   MT  1.00000312   -0 37 15.9
 DF6761;SPC MN C     - 1,081,960.51  2,410,689.34   sFT  1.00000312   -0 37 15.9
 DF6761;UTM  15      - 5,214,447.169   339,888.935   MT  0.99991508   -1 32 38.6
 DF6761
 DF6761!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF6761!SPC MN C     -   0.99993168  x   1.00000312  =   0.99993480
 DF6761!UTM  15      -   0.99993168  x   0.99991508  =   0.99984676
 DF6761
 DF6761_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUN3988814447(NAD 83)
 DF6761
 DF6761                          SUPERSEDED SURVEY CONTROL
 DF6761
 DF6761  NAD 83(2007)-  47 03 50.83794(N)    095 06 30.86517(W) AD(2002.00) 0
 DF6761  ELLIP H (02/10/07)  435.937  (m)                       GP(2002.00)    
 DF6761  NAD 83(1996)-  47 03 50.83777(N)    095 06 30.86500(W) AD(       ) 1
 DF6761  ELLIP H (08/04/03)  435.951  (m)                       GP(       ) 3 2
 DF6761
 DF6761.Superseded values are not recommended for survey control.
 DF6761
 DF6761.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF6761.See file dsdata.pdf to determine how the superseded data were derived.
 DF6761
 DF6761_MARKER: DD = SURVEY DISK
 DF6761_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DF6761_STAMPING: 135-4 2001
 DF6761_MARK LOGO: MN-057
 DF6761_PROJECTION: RECESSED 8 CENTIMETERS
 DF6761_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DF6761_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DF6761_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF6761+SATELLITE: SATELLITE OBSERVATIONS - July 13, 2021
 DF6761_ROD/PIPE-DEPTH: 13.7 meters
 DF6761
 DF6761  HISTORY     - Date     Condition        Report By
 DF6761  HISTORY     - 2001     MONUMENTED       MN-057
 DF6761  HISTORY     - 20210713 GOOD             MNDT
 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'
 DF6761
 DF6761                          STATION RECOVERY (2021)
 DF6761
 DF6761'RECOVERY NOTE BY MN DEPT OF TRANSP 2021 (TJD)
 DF6761'9.5 MI (15.3 KM) NORTH-NORTHWEST OF PARK RAPIDS, 2.7 MI (4.3 KM) NORTH
 DF6761'ALONG COUNTY ROAD 89 FROM THE JUNCTION OF COUNTY ROAD 89 AND TRUNK
 DF6761'HIGHWAY 71 IN PARK RAPIDS, AT TRUNK HIGHWAY 71 MILE POINT 268.75, 30.0
 DF6761'FT (9.1 M) WEST OF COUNTY ROAD 89, 81.95 FT (25.0 M) SOUTHWEST OF A
 DF6761'POWER POLE, 55.8 FT (17.0 M) NORTH OF A TELEPHONE JUNCTION BOX, 3.0 FT
 DF6761'(0.9 M) SOUTH OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 PP0063 ***********************************************************************
 PP0063  DESIGNATION -  135 BOLT
 PP0063  PID         -  PP0063
 PP0063  STATE/COUNTY-  MN/WABASHA
 PP0063  COUNTRY     -  US
 PP0063  USGS QUAD   -  WABASHA NORTH (2019)
 PP0063
 PP0063                         *CURRENT SURVEY CONTROL
 PP0063  ______________________________________________________________________
 PP0063* NAD 83(1986) POSITION- 44 24 35.     (N) 092 06 49.     (W)   SCALED
 PP0063* NAVD 88 ORTHO HEIGHT -   208.717 (meters)      684.77  (feet) ADJUSTED
 PP0063  ______________________________________________________________________
 PP0063  GEOID HEIGHT    -        -30.371 (meters)                     GEOID18
 PP0063  DYNAMIC HEIGHT  -        208.686 (meters)      684.66  (feet) COMP
 PP0063  MODELED GRAVITY -    980,464.1   (mgal)                       NAVD 88
 PP0063
 PP0063  VERT ORDER      -  FIRST     CLASS I
 PP0063
 PP0063.The horizontal coordinates were scaled from a map and have
 PP0063.an estimated accuracy of +/- 6 seconds.
 PP0063
 PP0063.The orthometric height was determined by differential leveling and
 PP0063.adjusted by the NATIONAL GEODETIC SURVEY
 PP0063.in June 1991.
 PP0063
 PP0063.Significant digits in the geoid height do not necessarily reflect accuracy.
 PP0063.GEOID18 height accuracy estimate available here.
 PP0063
 PP0063.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWK705177(NAD 83)
 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
 PP0063.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PP0063.See file dsdata.pdf to determine how the superseded data were derived.
 PP0063
 PP0063_MARKER: B = BOLT
 PP0063_SETTING: 21 = SET IN CONCRETE IN A CLAY TILE PIPE
 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     - 1895     MONUMENTED       MRC
 PP0063  HISTORY     - 1970     GOOD             NGS
 PP0063  HISTORY     - 20010331 GOOD             USPSQD
 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, T111N, R11W.
 PP0063
 PP0063                          STATION RECOVERY (2001)
 PP0063
 PP0063'RECOVERY NOTE BY US POWER SQUADRON 2001
 PP0063'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 PP0061 ***********************************************************************
 PP0061  DESIGNATION -  135 CAP
 PP0061  PID         -  PP0061
 PP0061  STATE/COUNTY-  MN/WABASHA
 PP0061  COUNTRY     -  US
 PP0061  USGS QUAD   -  WABASHA NORTH (2019)
 PP0061
 PP0061                         *CURRENT SURVEY CONTROL
 PP0061  ______________________________________________________________________
 PP0061* NAD 83(1986) POSITION- 44 24 35.     (N) 092 06 49.     (W)   SCALED
 PP0061* NAVD 88 ORTHO HEIGHT -   209.938 (meters)      688.77  (feet) ADJUSTED
 PP0061  ______________________________________________________________________
 PP0061  GEOID HEIGHT    -        -30.371 (meters)                     GEOID18
 PP0061  DYNAMIC HEIGHT  -        209.907 (meters)      688.67  (feet) COMP
 PP0061  MODELED GRAVITY -    980,464.1   (mgal)                       NAVD 88
 PP0061
 PP0061  VERT ORDER      -  FIRST     CLASS I
 PP0061
 PP0061.The horizontal coordinates were scaled from a map and have
 PP0061.an estimated accuracy of +/- 6 seconds.
 PP0061
 PP0061.The orthometric height was determined by differential leveling and
 PP0061.adjusted by the NATIONAL GEODETIC SURVEY
 PP0061.in June 1991.
 PP0061
 PP0061.Significant digits in the geoid height do not necessarily reflect accuracy.
 PP0061.GEOID18 height accuracy estimate available here.
 PP0061
 PP0061.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWK705177(NAD 83)
 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
 PP0061.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PP0061.See file dsdata.pdf to determine how the superseded data were derived.
 PP0061
 PP0061_MARKER: C = CAP OF CAP-AND-BOLT PAIR
 PP0061_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 PP0061_STAMPING: 44 24 35 92 06 50
 PP0061_MARK LOGO: MRC
 PP0061_MAGNETIC: P = MARKER IS A STEEL PIPE
 PP0061_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PP0061
 PP0061  HISTORY     - Date     Condition        Report By
 PP0061  HISTORY     - 1895     MONUMENTED       MRC
 PP0061  HISTORY     - 1970     GOOD             NGS
 PP0061  HISTORY     - 20010331 GOOD             USPSQD
 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, T111N, R11W.
 PP0061
 PP0061                          STATION RECOVERY (2001)
 PP0061
 PP0061'RECOVERY NOTE BY US POWER SQUADRON 2001
 PP0061'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DN8848 ***********************************************************************
 DN8848  DESIGNATION -  135 DRL
 DN8848  PID         -  DN8848
 DN8848  STATE/COUNTY-  MN/CASS
 DN8848  COUNTRY     -  US
 DN8848  USGS QUAD   -  MOTLEY NW (2019)
 DN8848
 DN8848                         *CURRENT SURVEY CONTROL
 DN8848  ______________________________________________________________________
 DN8848* NAD 83(1986) POSITION- 46 29 58.1    (N) 094 39 16.2    (W)   HD_HELD2
 DN8848* NAVD 88 ORTHO HEIGHT -   411.213 (meters)     1349.12  (feet) ADJUSTED
 DN8848  ______________________________________________________________________
 DN8848  GEOID HEIGHT    -        -27.247 (meters)                     GEOID18
 DN8848  DYNAMIC HEIGHT  -        411.231 (meters)     1349.18  (feet) COMP
 DN8848  MODELED GRAVITY -    980,644.0   (mgal)                       NAVD 88
 DN8848
 DN8848  VERT ORDER      -  SECOND    CLASS I
 DN8848
 DN8848.The horizontal coordinates were established by autonomous hand held GPS
 DN8848.observations and have an estimated accuracy of +/- 10 meters.
 DN8848
 DN8848.The orthometric height was determined by differential leveling and
 DN8848.adjusted by the NATIONAL GEODETIC SURVEY
 DN8848.in February 2020.
 DN8848
 DN8848.Significant digits in the geoid height do not necessarily reflect accuracy.
 DN8848.GEOID18 height accuracy estimate available here.
 DN8848
 DN8848.Click photographs - Photos may exist for this station.
 DN8848
 DN8848.The dynamic height is computed by dividing the NAVD 88
 DN8848.geopotential number by the normal gravity value computed on the
 DN8848.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN8848.degrees latitude (g = 980.6199 gals.).
 DN8848
 DN8848.The modeled gravity was interpolated from observed gravity values.
 DN8848
 DN8848;                    North         East    Units  Estimated Accuracy
 DN8848;SPC MN C     -   266,741.      768,952.      MT  (+/- 10 meters HH2 GPS)
 DN8848
 DN8848_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUM7304650874(NAD 83)
 DN8848
 DN8848                          SUPERSEDED SURVEY CONTROL
 DN8848
 DN8848  NAVD 88 (05/02/18)  411.217  (m)         1349.13   (f) SUPERSEDED  2 1
 DN8848  NAVD 88 (02/06/13)  411.217  (m)         1349.13   (f) SUPERSEDED  2 1
 DN8848
 DN8848.Superseded values are not recommended for survey control.
 DN8848
 DN8848.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN8848.See file dsdata.pdf to determine how the superseded data were derived.
 DN8848
 DN8848_MARKER: DD = SURVEY DISK
 DN8848_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 DN8848_STAMPING: 135 DRL 1965
 DN8848_MARK LOGO: USGS
 DN8848_PROJECTION: PROJECTING 15 CENTIMETERS
 DN8848_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DN8848_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DN8848_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DN8848+SATELLITE: SATELLITE OBSERVATIONS - May 04, 2023
 DN8848
 DN8848  HISTORY     - Date     Condition        Report By
 DN8848  HISTORY     - 19650401 MONUMENTED       USGS
 DN8848  HISTORY     - 20101201 GOOD             MNDT
 DN8848  HISTORY     - 20230504 GOOD             MNDT
 DN8848
 DN8848                          STATION DESCRIPTION
 DN8848
 DN8848'DESCRIBED BY MN DEPT OF TRANSP 2010 (MPP)
 DN8848'THE MARK IS 2.0 MI (3.2 KM) SOUTH OF LEADER.
 DN8848'
 DN8848'TO REACH THE MARK GO 2.0 MI (3.2 KM) SOUTH ALONG TRUNK HIGHWAY 64 FROM
 DN8848'THE JUNCTION OF TRUNK HIGHWAY 64 AND COUNTY ROAD 103 IN LEADER, AT
 DN8848'TRUNK HIGHWAY 64 MILE POINT 10.90.
 DN8848'
 DN8848'IT IS 121 FT (36.9 M) SOUTH OF COUNTY ROAD 30, 76 FT (23.2 M) EAST OF
 DN8848'THE JUNCTION OF TRUNK HIGHWAY 64 AT STATION 582+70, 4.0 FT (1.2 M)
 DN8848'WEST OF A WITNESS POST.
 DN8848
 DN8848                          STATION RECOVERY (2023)
 DN8848
 DN8848'RECOVERY NOTE BY MN DEPT OF TRANSP 2023 (AJH)
 DN8848'2.0 MI (3.2 KM) SOUTH OF LEADER, 2.0 MI (3.2 KM) SOUTH ALONG TRUNK
 DN8848'HIGHWAY 64 FROM THE JUNCTION OF TRUNK HIGHWAY 64 AND COUNTY ROAD 103
 DN8848'IN LEADER, AT TRUNK HIGHWAY 64 MILE POINT 10.90, 121.0 FT (36.9 M)
 DN8848'SOUTH OF COUNTY ROAD 30, 76.0 FT (23.2 M) EAST OF THE JUNCTION OF
 DN8848'TRUNK HIGHWAY 64 AT STATION 582+70, 4.0 FT (1.2 M) WEST OF A WITNESS
 DN8848'POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DQ4359 ***********************************************************************
 DQ4359  DESIGNATION -  1355 RESET
 DQ4359  PID         -  DQ4359
 DQ4359  STATE/COUNTY-  MN/OTTER TAIL
 DQ4359  COUNTRY     -  US
 DQ4359  USGS QUAD   -  OTTERTAIL (2019)
 DQ4359
 DQ4359                         *CURRENT SURVEY CONTROL
 DQ4359  ______________________________________________________________________
 DQ4359* NAD 83(1986) POSITION- 46 25 35.91   (N) 095 33 17.57   (W)   HD_HELD1
 DQ4359* NAVD 88 ORTHO HEIGHT -   412.305 (meters)     1352.70  (feet) ADJUSTED
 DQ4359  ______________________________________________________________________
 DQ4359  GEOID HEIGHT    -        -26.786 (meters)                     GEOID18
 DQ4359  DYNAMIC HEIGHT  -        412.309 (meters)     1352.72  (feet) COMP
 DQ4359  MODELED GRAVITY -    980,612.6   (mgal)                       NAVD 88
 DQ4359
 DQ4359  VERT ORDER      -  SECOND    CLASS I
 DQ4359
 DQ4359.The horizontal coordinates were determined by differentially corrected
 DQ4359.hand held GPS observations or other comparable positioning techniques
 DQ4359.and have an estimated accuracy of +/- 3 meters.
 DQ4359
 DQ4359.The orthometric height was determined by differential leveling and
 DQ4359.adjusted by the NATIONAL GEODETIC SURVEY
 DQ4359.in August 2019.
 DQ4359
 DQ4359.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ4359.GEOID18 height accuracy estimate available here.
 DQ4359
 DQ4359.Click photographs - Photos may exist for this station.
 DQ4359
 DQ4359.The dynamic height is computed by dividing the NAVD 88
 DQ4359.geopotential number by the normal gravity value computed on the
 DQ4359.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ4359.degrees latitude (g = 980.6199 gals.).
 DQ4359
 DQ4359.The modeled gravity was interpolated from observed gravity values.
 DQ4359
 DQ4359;                    North         East    Units  Estimated Accuracy
 DQ4359;SPC MN C     -   259,392.2     699,711.6     MT  (+/- 3 meters HH1 GPS) 
 DQ4359
 DQ4359_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUM0369844623(NAD 83)
 DQ4359
 DQ4359                          SUPERSEDED SURVEY CONTROL
 DQ4359
 DQ4359  NAVD 88 (02/13/18)  412.297  (m)         1352.68   (f) SUPERSEDED  2 1
 DQ4359
 DQ4359.Superseded values are not recommended for survey control.
 DQ4359
 DQ4359.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DQ4359.See file dsdata.pdf to determine how the superseded data were derived.
 DQ4359
 DQ4359_MARKER: DV = VERTICAL CONTROL DISK
 DQ4359_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 DQ4359_STAMPING: 1355 RESET 1979
 DQ4359_MARK LOGO: MNHD
 DQ4359_PROJECTION: FLUSH
 DQ4359_MAGNETIC: I = MARKER IS A STEEL ROD
 DQ4359_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ4359_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ4359+SATELLITE: SATELLITE OBSERVATIONS - October 17, 2023
 DQ4359
 DQ4359  HISTORY     - Date     Condition        Report By
 DQ4359  HISTORY     - 19790401 MONUMENTED       MNHD
 DQ4359  HISTORY     - 20150806 GOOD             MNDT
 DQ4359  HISTORY     - 20191217 GOOD             MNDT
 DQ4359  HISTORY     - 20231017 GOOD             MNDT
 DQ4359
 DQ4359                          STATION DESCRIPTION
 DQ4359
 DQ4359'DESCRIBED BY MN DEPT OF TRANSP 2015 (KMS)
 DQ4359'THE STATION IS LOCATED ABOUT 9.0 MI (14.5 KM) NORTHWEST OF HENNING,
 DQ4359'7.4 MI (11.9 KM) WEST-SOUTHWEST OF HEINOLA AND IN THE TOWN OF
 DQ4359'OTTERTAIL, MN.
 DQ4359'
 DQ4359'TO REACH THE MARK GO 1.15 MI (1.85 KM) EAST ALONG TRUNK HIGHWAY 108
 DQ4359'FROM THE JUNCTION OF TRUNK HIGHWAY 108 AND TRUNK HIGHWAY 78 IN
 DQ4359'OTTERTAIL, AT TRUNK HIGHWAY 108 MILE POINT 48.7.
 DQ4359'
 DQ4359'THE MARK IS LOCATED 50.0 FT (15.2 M) NORTH OF TRUNK HIGHWAY 108, 0.5
 DQ4359'FT (15 CM) WEST OF A WITNESS POST.
 DQ4359'
 DQ4359'NOTE-ROD DEPTH UNKNOWN.
 DQ4359
 DQ4359                          STATION RECOVERY (2019)
 DQ4359
 DQ4359'RECOVERY NOTE BY MN DEPT OF TRANSP 2019 (MPP)
 DQ4359'IN OTTERTAIL, 1.15 MI (1.85 KM) EAST ALONG TRUNK HIGHWAY 108 FROM THE
 DQ4359'JUNCTION OF TRUNK HIGHWAY 108 AND TRUNK HIGHWAY 78 IN OTTERTAIL, AT
 DQ4359'TRUNK HIGHWAY 108 MILE POINT 48.7, 50.0 FT (15.2 M) NORTH OF TRUNK
 DQ4359'HIGHWAY 108, 0.5 FT (15 CM) WEST OF A WITNESS POST, THE ROD DEPTH IS
 DQ4359'UNKNOWN.
 DQ4359
 DQ4359                          STATION RECOVERY (2023)
 DQ4359
 DQ4359'RECOVERY NOTE BY MN DEPT OF TRANSP 2023 (KMS)
 DQ4359'IN OTTERTAIL, 1.15 MI (1.85 KM) EAST ALONG TRUNK HIGHWAY 108 FROM THE
 DQ4359'JUNCTION OF TRUNK HIGHWAY 108 AND TRUNK HIGHWAY 78 IN OTTERTAIL, AT
 DQ4359'TRUNK HIGHWAY 108 MILE POINT 48.7, 50.0 FT (15.2 M) NORTH OF TRUNK
 DQ4359'HIGHWAY 108, 0.5 FT (15 CM) WEST OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 SZ0023 ***********************************************************************
 SZ0023  DESIGNATION -  1357
 SZ0023  PID         -  SZ0023
 SZ0023  STATE/COUNTY-  MN/COOK
 SZ0023  COUNTRY     -  US
 SZ0023  USGS QUAD   -  PIGEON POINT OE N (2019)
 SZ0023
 SZ0023                         *CURRENT SURVEY CONTROL
 SZ0023  ______________________________________________________________________
 SZ0023* NAD 83(2011) POSITION- 48 00 04.37779(N) 089 35 09.00969(W)   ADJUSTED
 SZ0023* NAD 83(2011) ELLIP HT-   156.487 (meters)        (06/27/12)   ADJUSTED
 SZ0023* NAD 83(2011) EPOCH   -  2010.00
 SZ0023* NAVD 88 ORTHO HEIGHT -   190.779 (meters)      625.91  (feet) ADJUSTED
 SZ0023  ______________________________________________________________________
 SZ0023  GEOID HEIGHT    -        -34.254 (meters)                     GEOID18
 SZ0023  NAD 83(2011) X  -     30,906.894 (meters)                     COMP
 SZ0023  NAD 83(2011) Y  - -4,275,610.321 (meters)                     COMP
 SZ0023  NAD 83(2011) Z  -  4,717,083.099 (meters)                     COMP
 SZ0023  LAPLACE CORR    -         -9.46  (seconds)                    DEFLEC18
 SZ0023  DYNAMIC HEIGHT  -        190.816 (meters)      626.04  (feet) COMP
 SZ0023  MODELED GRAVITY -    980,803.6   (mgal)                       NAVD 88
 SZ0023
 SZ0023  VERT ORDER      -  SECOND    CLASS I
 SZ0023
 SZ0023  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 SZ0023  Standards:
 SZ0023         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 SZ0023            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 SZ0023  -------------------------------------------------------------------
 SZ0023  NETWORK    0.93   0.80           0.42   0.33   0.41      0.13701348
 SZ0023  -------------------------------------------------------------------
 SZ0023  Click here for local accuracies and other accuracy information.
 SZ0023
 SZ0023.The horizontal coordinates were established by GPS observations
 SZ0023.and adjusted by the National Geodetic Survey in June 2012.
 SZ0023
 SZ0023.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 SZ0023.been affixed to the stable North American tectonic plate. See 
 SZ0023.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 SZ0023
 SZ0023.The horizontal coordinates are valid at the epoch date displayed above
 SZ0023.which is a decimal equivalence of Year/Month/Day.
 SZ0023
 SZ0023.The orthometric height was determined by differential leveling and
 SZ0023.adjusted by the NATIONAL GEODETIC SURVEY
 SZ0023.in April 2021.
 SZ0023
 SZ0023.Significant digits in the geoid height do not necessarily reflect accuracy.
 SZ0023.GEOID18 height accuracy estimate available here.
 SZ0023
 SZ0023.Click photographs - Photos may exist for this station.
 SZ0023
 SZ0023.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 SZ0023
 SZ0023.The Laplace correction was computed from DEFLEC18 derived deflections.
 SZ0023
 SZ0023.The ellipsoidal height was determined by GPS observations
 SZ0023.and is referenced to NAD 83.
 SZ0023
 SZ0023.The dynamic height is computed by dividing the NAVD 88
 SZ0023.geopotential number by the normal gravity value computed on the
 SZ0023.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SZ0023.degrees latitude (g = 980.6199 gals.).
 SZ0023
 SZ0023.The modeled gravity was interpolated from observed gravity values.
 SZ0023
 SZ0023. The following values were computed from the NAD 83(2011) position.
 SZ0023
 SZ0023;                    North         East     Units Scale Factor Converg.
 SZ0023;SPC MN N     -   272,855.258 1,062,124.863   MT  0.99990700   +2 36 17.2
 SZ0023;SPC MN N     -   895,192.63  3,484,654.65   sFT  0.99990700   +2 36 17.2
 SZ0023;UTM  16      - 5,319,671.012   307,119.573   MT  1.00005715   -1 55 20.2
 SZ0023
 SZ0023!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SZ0023!SPC MN N     -   0.99997547  x   0.99990700  =   0.99988248
 SZ0023!UTM  16      -   0.99997547  x   1.00005715  =   1.00003262
 SZ0023
 SZ0023_U.S. NATIONAL GRID SPATIAL ADDRESS: 16UCU0711919671(NAD 83)
 SZ0023
 SZ0023                          SUPERSEDED SURVEY CONTROL
 SZ0023
 SZ0023  NAD 83(2007)-  48 00 04.37790(N)    089 35 09.01060(W) AD(2002.00) 0
 SZ0023  ELLIP H (02/10/07)  156.493  (m)                       GP(2002.00)    
 SZ0023  NAD 83(1996)-  48 00 04.37771(N)    089 35 09.01094(W) AD(       ) 1
 SZ0023  ELLIP H (06/25/02)  156.533  (m)                       GP(       ) 4 1
 SZ0023  NAVD 88             190.74   (m)          625.8    (f) LEVELING    3  
 SZ0023  NAVD 88 (06/15/91)  190.741  (m)          625.79   (f) SUPERSEDED  1 2
 SZ0023
 SZ0023.Superseded values are not recommended for survey control.
 SZ0023
 SZ0023.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SZ0023.See file dsdata.pdf to determine how the superseded data were derived.
 SZ0023
 SZ0023_MARKER: DD = SURVEY DISK
 SZ0023_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 SZ0023_SP_SET: BRIDGE CURB
 SZ0023_STAMPING: 1357 1964
 SZ0023_MARK LOGO: IBC
 SZ0023_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 SZ0023_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 SZ0023_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 SZ0023+SATELLITE: SATELLITE OBSERVATIONS - July 28, 2020
 SZ0023
 SZ0023  HISTORY     - Date     Condition        Report By
 SZ0023  HISTORY     - 19640401 MONUMENTED       IBC
 SZ0023  HISTORY     - 1979     GOOD             NGS
 SZ0023  HISTORY     - 19970813 GOOD             NGS
 SZ0023  HISTORY     - 19970813 GOOD             MNDT
 SZ0023  HISTORY     - 20090813 GOOD             GEOCAC
 SZ0023  HISTORY     - 20120725 GOOD             GEOCAC
 SZ0023  HISTORY     - 20180911 GOOD             MNDT
 SZ0023  HISTORY     - 20200728 GOOD             MNDT
 SZ0023
 SZ0023                          STATION DESCRIPTION
 SZ0023
 SZ0023'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 SZ0023'IN PIGEON RIVER, AT THE SOUTH END OF THE INTERNATIONAL BRIDGE,
 SZ0023'2.0 FT. NORTH OF THE SOUTH END OF THE WEST CURB OF THE BRIDGE,
 SZ0023'1.5 FT. NORTH OF BENCH MARK 19 MNDT.
 SZ0023'THE MARK IS 0.5 FT ABOVE THE HIGHWAY.
 SZ0023
 SZ0023                          STATION RECOVERY (1997)
 SZ0023
 SZ0023'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997
 SZ0023'RECOVERED AS DESCRIBED.
 SZ0023
 SZ0023                          STATION RECOVERY (1997)
 SZ0023
 SZ0023'RECOVERY NOTE BY MN DEPT OF TRANSP 1997 (WAS)
 SZ0023'RECOVERED AS DESCRIBED.
 SZ0023
 SZ0023                          STATION RECOVERY (2009)
 SZ0023
 SZ0023'RECOVERY NOTE BY GEOCACHING 2009 (MEL)
 SZ0023'RECOVERED IN GOOD CONDITION.
 SZ0023
 SZ0023                          STATION RECOVERY (2012)
 SZ0023
 SZ0023'RECOVERY NOTE BY GEOCACHING 2012 (LPC)
 SZ0023'RECOVERED IN GOOD CONDITION.
 SZ0023
 SZ0023                          STATION RECOVERY (2018)
 SZ0023
 SZ0023'RECOVERY NOTE BY MN DEPT OF TRANSP 2018 (BJK)
 SZ0023'THE MARK IS LOCATED ABOUT 5.4 MI (8.7 KM) NORTHEAST OF GRAND PORTAGE
 SZ0023'ALONG TRUNK HIGHWAY 61.
 SZ0023'
 SZ0023'TO REACH THE MARK AT SOUTHWEST END OF TRUNK HIGHWAY 61 INTERNATIONAL
 SZ0023'BRIDGE NUMBER 5923 OVER THE PIGEON RIVER.
 SZ0023'
 SZ0023'THE MARK IS 16.0 FT (4.9 M) NORTHWEST OF TRUNK HIGHWAY 61, 2.0 FT (0.6
 SZ0023'M) NORTHEAST OF THE SOUTHWEST END OF THE WEST CURB OF A BRIDGE, 1.5 FT
 SZ0023'(0.5 M) NORTHEAST OF BENCH MARK 19 MNDT.
 SZ0023
 SZ0023                          STATION RECOVERY (2020)
 SZ0023
 SZ0023'RECOVERY NOTE BY MN DEPT OF TRANSP 2020 (KMS)
 SZ0023'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DG5585 ***********************************************************************
 DG5585  DESIGNATION -  136 Z
 DG5585  PID         -  DG5585
 DG5585  STATE/COUNTY-  MN/BELTRAMI
 DG5585  COUNTRY     -  US
 DG5585  USGS QUAD   -  SOLWAY (2019)
 DG5585
 DG5585                         *CURRENT SURVEY CONTROL
 DG5585  ______________________________________________________________________
 DG5585* NAD 83(2011) POSITION- 47 32 49.60464(N) 095 07 34.79469(W)   ADJUSTED
 DG5585* NAD 83(2011) ELLIP HT-   406.475 (meters)        (06/27/12)   ADJUSTED
 DG5585* NAD 83(2011) EPOCH   -  2010.00
 DG5585* NAVD 88 ORTHO HEIGHT -   434.4   (meters)     1425.    (feet) GPS OBS
 DG5585  ______________________________________________________________________
 DG5585  NAVD 88 orthometric height was determined with geoid model    GEOID99
 DG5585  GEOID HEIGHT    -        -27.890 (meters)                     GEOID99
 DG5585  GEOID HEIGHT    -        -27.934 (meters)                     GEOID18
 DG5585  NAD 83(2011) X  -   -385,400.344 (meters)                     COMP
 DG5585  NAD 83(2011) Y  - -4,296,026.808 (meters)                     COMP
 DG5585  NAD 83(2011) Z  -  4,683,334.814 (meters)                     COMP
 DG5585  LAPLACE CORR    -         -3.06  (seconds)                    DEFLEC18
 DG5585
 DG5585  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DG5585  Standards:
 DG5585         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DG5585            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DG5585  -------------------------------------------------------------------
 DG5585  NETWORK    0.60   0.69           0.27   0.21   0.35     -0.07478540
 DG5585  -------------------------------------------------------------------
 DG5585  Click here for local accuracies and other accuracy information.
 DG5585
 DG5585.The horizontal coordinates were established by GPS observations
 DG5585.and adjusted by the National Geodetic Survey in June 2012.
 DG5585
 DG5585.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DG5585.been affixed to the stable North American tectonic plate. See 
 DG5585.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DG5585
 DG5585.The horizontal coordinates are valid at the epoch date displayed above
 DG5585.which is a decimal equivalence of Year/Month/Day.
 DG5585
 DG5585.The orthometric height was determined by GPS observations and a
 DG5585.high-resolution geoid model.
 DG5585
 DG5585.Significant digits in the geoid height do not necessarily reflect accuracy.
 DG5585.GEOID18 height accuracy estimate available here.
 DG5585
 DG5585.Click photographs - Photos may exist for this station.
 DG5585
 DG5585.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DG5585
 DG5585.The Laplace correction was computed from DEFLEC18 derived deflections.
 DG5585
 DG5585.The ellipsoidal height was determined by GPS observations
 DG5585.and is referenced to NAD 83.
 DG5585
 DG5585. The following values were computed from the NAD 83(2011) position.
 DG5585
 DG5585;                    North         East     Units Scale Factor Converg.
 DG5585;SPC MN N     -   218,409.705   647,495.930   MT  0.99991541   -1 30 07.0
 DG5585;SPC MN N     -   716,565.84  2,124,326.23   sFT  0.99991541   -1 30 07.0
 DG5585;UTM  15      - 5,268,156.621   340,005.189   MT  0.99991458   -1 34 09.1
 DG5585
 DG5585!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG5585!SPC MN N     -   0.99993629  x   0.99991541  =   0.99985171
 DG5585!UTM  15      -   0.99993629  x   0.99991458  =   0.99985088
 DG5585
 DG5585_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUN4000568156(NAD 83)
 DG5585
 DG5585                          SUPERSEDED SURVEY CONTROL
 DG5585
 DG5585  NAD 83(2007)-  47 32 49.60478(N)    095 07 34.79555(W) AD(2002.00) 0
 DG5585  ELLIP H (02/10/07)  406.494  (m)                       GP(2002.00)    
 DG5585  NAD 83(1996)-  47 32 49.60461(N)    095 07 34.79550(W) AD(       ) 1
 DG5585  ELLIP H (05/19/04)  406.524  (m)                       GP(       ) 4 1
 DG5585
 DG5585.Superseded values are not recommended for survey control.
 DG5585
 DG5585.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG5585.See file dsdata.pdf to determine how the superseded data were derived.
 DG5585
 DG5585_MARKER: DD = SURVEY DISK
 DG5585_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 DG5585+WITH SETTING: INFORMATION.
 DG5585_STAMPING: 136 Z
 DG5585_MARK LOGO: GRLKGA
 DG5585_PROJECTION: RECESSED 46 CENTIMETERS
 DG5585_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DG5585_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DG5585_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG5585+SATELLITE: SATELLITE OBSERVATIONS - November 01, 2006
 DG5585_ROD/PIPE-DEPTH: 2.7 meters
 DG5585
 DG5585  HISTORY     - Date     Condition        Report By
 DG5585  HISTORY     - 20000601 MONUMENTED       GRLKGA
 DG5585  HISTORY     - 20030401 GOOD             MNDT
 DG5585  HISTORY     - 20061101 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.
 DG5585
 DG5585                          STATION RECOVERY (2006)
 DG5585
 DG5585'RECOVERY NOTE BY MN DEPT OF TRANSP 2006 (DJS)
 DG5585'2.0 MI (3.2 KM) NORTH OF SOLWAY, 1.9 MI (3.1 KM) NORTH ALONG COUNTY
 DG5585'ROAD 5 FROM THE JUNCTION OF COUNTY ROAD 5 AND TRUNK HIGHWAY 2 IN
 DG5585'SOLWAY, 29.8 FT (9.1 M) EAST OF COUNTY ROAD 5, 11.5 FT (3.5 M) SOUTH
 DG5585'OF ENTRANCE, 0.9 FT (27 CM) WEST OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 SJ0372 ***********************************************************************
 SJ0372  DESIGNATION -  1361.81
 SJ0372  PID         -  SJ0372
 SJ0372  STATE/COUNTY-  MN/ST LOUIS
 SJ0372  COUNTRY     -  US
 SJ0372  USGS QUAD   -  BUHL (2019)
 SJ0372
 SJ0372                         *CURRENT SURVEY CONTROL
 SJ0372  ______________________________________________________________________
 SJ0372* NAD 83(1986) POSITION- 47 23 19.00   (N) 092 50 29.00   (W)   HD_HELD1
 SJ0372* NAVD 88 ORTHO HEIGHT -   410.828 (meters)     1347.86  (feet) ADJUSTED
 SJ0372  ______________________________________________________________________
 SJ0372  GEOID HEIGHT    -        -30.040 (meters)                     GEOID18
 SJ0372  DYNAMIC HEIGHT  -        410.865 (meters)     1347.98  (feet) COMP
 SJ0372  MODELED GRAVITY -    980,690.3   (mgal)                       NAVD 88
 SJ0372
 SJ0372  VERT ORDER      -  SECOND    CLASS 0
 SJ0372
 SJ0372.This mark is at Chisholm-Hibbing Airport (HIB)
 SJ0372
 SJ0372.The horizontal coordinates were determined by differentially corrected
 SJ0372.hand held GPS observations or other comparable positioning techniques
 SJ0372.and have an estimated accuracy of +/- 3 meters.
 SJ0372
 SJ0372.The orthometric height was determined by differential leveling and
 SJ0372.adjusted by the NATIONAL GEODETIC SURVEY
 SJ0372.in June 1991.
 SJ0372
 SJ0372.Significant digits in the geoid height do not necessarily reflect accuracy.
 SJ0372.GEOID18 height accuracy estimate available here.
 SJ0372
 SJ0372.Click photographs - Photos may exist for this station.
 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     -   198,822.6     819,524.5     MT  (+/- 3 meters HH1 GPS) 
 SJ0372
 SJ0372_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWN1197048362(NAD 83)
 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
 SJ0372.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SJ0372.See file dsdata.pdf to determine how the superseded data were derived.
 SJ0372
 SJ0372_MARKER: DB = BENCH MARK DISK
 SJ0372_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SJ0372_STAMPING: BM ELEV. 1361.81
 SJ0372_MARK LOGO: CGS
 SJ0372_PROJECTION: PROJECTING 3 CENTIMETERS
 SJ0372_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SJ0372+STABILITY: SURFACE MOTION
 SJ0372
 SJ0372  HISTORY     - Date     Condition        Report By
 SJ0372  HISTORY     - UNK      MONUMENTED       CGS
 SJ0372  HISTORY     - 1948     GOOD             CGS
 SJ0372  HISTORY     - 1970     GOOD             NGS
 SJ0372  HISTORY     - 20090630 MARK NOT FOUND   MNDT
 SJ0372
 SJ0372                          STATION DESCRIPTION
 SJ0372
 SJ0372'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 SJ0372'5.9 MI SE FROM HIBBING.
 SJ0372'ABOUT 1.1 MILES SOUTH ALONG U.S.HIGHWAY 169 FROM FIRE STATION NO. 3 AT
 SJ0372'HIBBING, THENCE ABOUT 4.8 MILES EAST ALONG COUNTY HIGHWAY 61, AT
 SJ0372'HIBBING MUNICIPAL AIRPORT, AT THE INTERSECTION OF THE
 SJ0372'NORTHWEST-SOUTHEAST RUNWAY AND THE NORTHEAST-SOUTHWEST RUNWAY, 10 FEET
 SJ0372'SOUTHEAST OF THE SOUTHEAST EDGE OF THE NORTHEAST-SOUTHWEST RUNWAY, 40
 SJ0372'FEET NORTHEAST OF THE NORTHEAST EDGE OF THE NORTHWEST SOUTHEAST
 SJ0372'RUNWAY, 7.8 FEET NORTHEAST OF THE CENTER OF A 3-FOOT IRON MAN HOLE,
 SJ0372'ABOUT LEVEL WITH THE RUNWAYS AND SET IN THE TOP OF A CONCRETE POST
 SJ0372'PROJECTING 1 IN.  NOTE-- THE MAN HOLE IS 4 INCHES BELOW THE SURFACE OF
 SJ0372'THE GROUND, THE MARK IS NOW ABOUT 7 INCHES BELOW THE SURFACE OF THE
 SJ0372'GROUND.
 SJ0372
 SJ0372                          STATION RECOVERY (1970)
 SJ0372
 SJ0372'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970
 SJ0372'RECOVERED IN GOOD CONDITION.
 SJ0372
 SJ0372                          STATION RECOVERY (2009)
 SJ0372
 SJ0372'RECOVERY NOTE BY MN DEPT OF TRANSP 2009 (DAS)
 SJ0372'THE MARK WAS NOT RECOVERED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DN8847 ***********************************************************************
 DN8847  DESIGNATION -  137 DRL
 DN8847  PID         -  DN8847
 DN8847  STATE/COUNTY-  MN/CASS
 DN8847  COUNTRY     -  US
 DN8847  USGS QUAD   -  MOTLEY NW (2019)
 DN8847
 DN8847                         *CURRENT SURVEY CONTROL
 DN8847  ______________________________________________________________________
 DN8847* NAD 83(1986) POSITION- 46 24 46.4    (N) 094 38 59.2    (W)   HD_HELD2
 DN8847* NAVD 88 ORTHO HEIGHT -   395.909 (meters)     1298.91  (feet) ADJUSTED
 DN8847  ______________________________________________________________________
 DN8847  GEOID HEIGHT    -        -27.173 (meters)                     GEOID18
 DN8847  DYNAMIC HEIGHT  -        395.921 (meters)     1298.95  (feet) COMP
 DN8847  MODELED GRAVITY -    980,632.7   (mgal)                       NAVD 88
 DN8847
 DN8847  VERT ORDER      -  SECOND    CLASS I
 DN8847
 DN8847.The horizontal coordinates were established by autonomous hand held GPS
 DN8847.observations and have an estimated accuracy of +/- 10 meters.
 DN8847
 DN8847.The orthometric height was determined by differential leveling and
 DN8847.adjusted by the NATIONAL GEODETIC SURVEY
 DN8847.in February 2020.
 DN8847
 DN8847.Significant digits in the geoid height do not necessarily reflect accuracy.
 DN8847.GEOID18 height accuracy estimate available here.
 DN8847
 DN8847.Click photographs - Photos may exist for this station.
 DN8847
 DN8847.The dynamic height is computed by dividing the NAVD 88
 DN8847.geopotential number by the normal gravity value computed on the
 DN8847.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN8847.degrees latitude (g = 980.6199 gals.).
 DN8847
 DN8847.The modeled gravity was interpolated from observed gravity values.
 DN8847
 DN8847;                    North         East    Units  Estimated Accuracy
 DN8847;SPC MN C     -   257,115.      769,266.      MT  (+/- 10 meters HH2 GPS)
 DN8847
 DN8847_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUM7320841246(NAD 83)
 DN8847
 DN8847                          SUPERSEDED SURVEY CONTROL
 DN8847
 DN8847  NAVD 88 (05/02/18)  395.910  (m)         1298.91   (f) SUPERSEDED  2 1
 DN8847  NAVD 88 (02/06/13)  395.910  (m)         1298.91   (f) SUPERSEDED  2 1
 DN8847
 DN8847.Superseded values are not recommended for survey control.
 DN8847
 DN8847.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN8847.See file dsdata.pdf to determine how the superseded data were derived.
 DN8847
 DN8847_MARKER: DD = SURVEY DISK
 DN8847_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DN8847_STAMPING: 137 DRL 1965
 DN8847_MARK LOGO: USGS
 DN8847_PROJECTION: RECESSED 3 CENTIMETERS
 DN8847_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 DN8847_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DN8847+STABILITY: SURFACE MOTION
 DN8847_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DN8847+SATELLITE: SATELLITE OBSERVATIONS - May 08, 2023
 DN8847
 DN8847  HISTORY     - Date     Condition        Report By
 DN8847  HISTORY     - 19650401 MONUMENTED       USGS
 DN8847  HISTORY     - 20101201 GOOD             MNDT
 DN8847  HISTORY     - 20230508 GOOD             MNDT
 DN8847
 DN8847                          STATION DESCRIPTION
 DN8847
 DN8847'DESCRIBED BY MN DEPT OF TRANSP 2010 (MPP)
 DN8847'THE MARK IS 5.0 MI (8.0 KM) NORTH OF MOTLEY.
 DN8847'
 DN8847'TO REACH THE MARK GO 4.9 MI (7.9 KM) NORTH ALONG TRUNK HIGHWAY 64 FROM
 DN8847'THE JUNCTION OF TRUNK HIGHWAY 64 AND TRUNK HIGHWAY 10 IN MOTLEY.
 DN8847'
 DN8847'IT IS 70 FT (21.3 M) WEST OF TRUNK HIGHWAY 64, AT DIM TRAIL EAST, AT
 DN8847'TRUNK HIGHWAY 64 MILEPOST 4.90, 8.6 FT (2.6 M) NORTHEAST OF POWER
 DN8847'POLE, 2.0 FT (0.6 M) SOUTH OF A WITNESS POST.
 DN8847
 DN8847                          STATION RECOVERY (2023)
 DN8847
 DN8847'RECOVERY NOTE BY MN DEPT OF TRANSP 2023 (AJH)
 DN8847'5.0 MI (8.0 KM) NORTH OF MOTLEY, 4.9 MI (7.9 KM) NORTH ALONG TRUNK
 DN8847'HIGHWAY 64 FROM THE JUNCTION OF TRUNK HIGHWAY 64 AND TRUNK HIGHWAY 10
 DN8847'IN MOTLEY, 70.0 FT (21.3 M) WEST OF TRUNK HIGHWAY 64, AT A DIM TRAIL
 DN8847'EAST, AT TRUNK HIGHWAY 64 MILEPOST 4.90, 8.6 FT (2.6 M) NORTHEAST OF A
 DN8847'POWER POLE, 2.0 FT (0.6 M) SOUTH OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DP7319 ***********************************************************************
 DP7319  DESIGNATION -  1380 AB RESET
 DP7319  PID         -  DP7319
 DP7319  STATE/COUNTY-  MN/CHISAGO
 DP7319  COUNTRY     -  US
 DP7319  USGS QUAD   -  LINWOOD (2019)
 DP7319
 DP7319                         *CURRENT SURVEY CONTROL
 DP7319  ______________________________________________________________________
 DP7319* NAD 83(1986) POSITION- 45 18 06.57   (N) 093 00 10.65   (W)   HD_HELD1
 DP7319* NAVD 88 ORTHO HEIGHT -   275.529 (meters)      903.96  (feet) ADJUSTED
 DP7319  ______________________________________________________________________
 DP7319  GEOID HEIGHT    -        -27.671 (meters)                     GEOID18
 DP7319  DYNAMIC HEIGHT  -        275.525 (meters)      903.95  (feet) COMP
 DP7319  MODELED GRAVITY -    980,592.2   (mgal)                       NAVD 88
 DP7319
 DP7319  VERT ORDER      -  SECOND    CLASS I
 DP7319
 DP7319.The horizontal coordinates were determined by differentially corrected
 DP7319.hand held GPS observations or other comparable positioning techniques
 DP7319.and have an estimated accuracy of +/- 3 meters.
 DP7319
 DP7319.The orthometric height was determined by differential leveling and
 DP7319.adjusted by the NATIONAL GEODETIC SURVEY
 DP7319.in September 2016.
 DP7319
 DP7319.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP7319.GEOID18 height accuracy estimate available here.
 DP7319
 DP7319.Click photographs - Photos may exist for this station.
 DP7319
 DP7319.The dynamic height is computed by dividing the NAVD 88
 DP7319.geopotential number by the normal gravity value computed on the
 DP7319.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP7319.degrees latitude (g = 980.6199 gals.).
 DP7319
 DP7319.The modeled gravity was interpolated from observed gravity values.
 DP7319
 DP7319;                    North         East    Units  Estimated Accuracy
 DP7319;SPC MN C     -   134,317.8     897,811.8     MT  (+/- 3 meters HH1 GPS) 
 DP7319
 DP7319_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL9976816480(NAD 83)
 DP7319
 DP7319                          SUPERSEDED SURVEY CONTROL
 DP7319
 DP7319.No superseded survey control is available for this station.
 DP7319
 DP7319_MARKER: DV = VERTICAL CONTROL DISK
 DP7319_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DP7319_SP_SET: SIGN BASE
 DP7319_STAMPING: 1380 AB RESET 1987
 DP7319_MARK LOGO: MNDT
 DP7319_MAGNETIC: N = NO MAGNETIC MATERIAL
 DP7319_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DP7319_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DP7319+SATELLITE: SATELLITE OBSERVATIONS - October 06, 2014
 DP7319
 DP7319  HISTORY     - Date     Condition        Report By
 DP7319  HISTORY     - 19870401 MONUMENTED       MNDT
 DP7319  HISTORY     - 20140505 GOOD             MNDT
 DP7319  HISTORY     - 20141006 GOOD             MNDT
 DP7319
 DP7319                          STATION DESCRIPTION
 DP7319
 DP7319'DESCRIBED BY MN DEPT OF TRANSP 2014 (DAS)
 DP7319'THE STATION IS LOCATED ABOUT 6.7 MI (10.8 KM) SOUTH OF STACY, 6.5 MI
 DP7319'(10.5 KM) SOUTHEAST OF LINWOOD AND 1.8 MI (2.9 KM) NORTH-NORTHWEST OF
 DP7319'FOREST LAKE.
 DP7319'
 DP7319'TO REACH THE MARK GO 1.5 MI (2.4 KM) NORTH ALONG INTERSTATE HIGHWAY 35
 DP7319'FROM THE JUNCTION OF INTERSTATE HIGHWAY 35 AND COUNTY ROAD 2 IN FOREST
 DP7319'LAKE.
 DP7319'
 DP7319'THE MARK IS LOCATED 53 FT (16.2 M) WEST OF SOUTHBOUND INTERSTATE
 DP7319'HIGHWAY 35, AT INTERSTATE HIGHWAY 35 MILE POINT 133.25, IN EAST SIGN
 DP7319'BASE OF REST AREA 2 MI (3.2 KM) SIGN.
 DP7319
 DP7319                          STATION RECOVERY (2014)
 DP7319
 DP7319'RECOVERY NOTE BY MN DEPT OF TRANSP 2014 (MAS)
 DP7319'1.5 MI (2.4 KM) NORTH OF FOREST LAKE, 1.5 MI (2.4 KM) NORTH ALONG
 DP7319'INTERSTATE HIGHWAY 35  FROM THE JUNCTION OF INTERSTATE HIGHWAY 35 AND
 DP7319'COUNTY ROAD 2 IN FOREST LAKE, 53 FT (16.2 M) WEST OF SOUTHBOUND
 DP7319'INTERSTATE HIGHWAY 35, AT INTERSTATE HIGHWAY 35 MILE POINT 133.25, IN
 DP7319'EAST SIGN BASE OF REST AREA 2 MI (3.2 KM) SIGN.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 QO0776 ***********************************************************************
 QO0776  DESIGNATION -  1380 AC
 QO0776  PID         -  QO0776
 QO0776  STATE/COUNTY-  MN/CHISAGO
 QO0776  COUNTRY     -  US
 QO0776  USGS QUAD   -  LINWOOD (2019)
 QO0776
 QO0776                         *CURRENT SURVEY CONTROL
 QO0776  ______________________________________________________________________
 QO0776* NAD 83(1986) POSITION- 45 18 40.36   (N) 093 00 10.50   (W)   HD_HELD1
 QO0776* NAVD 88 ORTHO HEIGHT -   275.014 (meters)      902.28  (feet) ADJUSTED
 QO0776  ______________________________________________________________________
 QO0776  GEOID HEIGHT    -        -27.703 (meters)                     GEOID18
 QO0776  DYNAMIC HEIGHT  -        275.008 (meters)      902.26  (feet) COMP
 QO0776  MODELED GRAVITY -    980,590.0   (mgal)                       NAVD 88
 QO0776
 QO0776  VERT ORDER      -  SECOND    CLASS I
 QO0776
 QO0776.The horizontal coordinates were determined by differentially corrected
 QO0776.hand held GPS observations or other comparable positioning techniques
 QO0776.and have an estimated accuracy of +/- 3 meters.
 QO0776
 QO0776.The orthometric height was determined by differential leveling and
 QO0776.adjusted by the NATIONAL GEODETIC SURVEY
 QO0776.in June 1991.
 QO0776
 QO0776.Significant digits in the geoid height do not necessarily reflect accuracy.
 QO0776.GEOID18 height accuracy estimate available here.
 QO0776
 QO0776.Click photographs - Photos may exist for this station.
 QO0776
 QO0776.The dynamic height is computed by dividing the NAVD 88
 QO0776.geopotential number by the normal gravity value computed on the
 QO0776.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QO0776.degrees latitude (g = 980.6199 gals.).
 QO0776
 QO0776.The modeled gravity was interpolated from observed gravity values.
 QO0776
 QO0776;                    North         East    Units  Estimated Accuracy
 QO0776;SPC MN C     -   135,360.9     897,798.6     MT  (+/- 3 meters HH1 GPS) 
 QO0776
 QO0776_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL9977117522(NAD 83)
 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
 QO0776.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QO0776.See file dsdata.pdf to determine how the superseded data were derived.
 QO0776
 QO0776_MARKER: DV = VERTICAL CONTROL DISK
 QO0776_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 QO0776_STAMPING: 1380 AC 1975
 QO0776_MARK LOGO: MNHD
 QO0776_PROJECTION: RECESSED 5 CENTIMETERS
 QO0776_MAGNETIC: I = MARKER IS A STEEL ROD
 QO0776_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QO0776_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 QO0776+SATELLITE: SATELLITE OBSERVATIONS - May 05, 2014
 QO0776_ROD/PIPE-DEPTH: 23.8 meters
 QO0776
 QO0776  HISTORY     - Date     Condition        Report By
 QO0776  HISTORY     - 1974     MONUMENTED       MNHD
 QO0776  HISTORY     - 1975     GOOD             MNDT
 QO0776  HISTORY     - 20051012 GOOD             USPSQD
 QO0776  HISTORY     - 20070611 GOOD             MNDT
 QO0776  HISTORY     - 20140505 GOOD             MNDT
 QO0776
 QO0776                          STATION DESCRIPTION
 QO0776
 QO0776'DESCRIBED BY MN DEPT OF TRANSP 1975
 QO0776'2.15 MI N FROM FOREST LAKE.
 QO0776'THE MARK IS LOCATED 2.15 MILES NORTH ALONG FAI 35 FROM BRIDGE NUMBER
 QO0776'82801 (COUNTY ROAD 2 OVER FAI 35) AND 1.55 MILES NORTH ALONG FAI 35
 QO0776'FROM BRIDGE 82815 (SOUTHBOUND TRUNK HIGHWAY 8 OVER FAI 35).  IT IS
 QO0776'94.0 FEET EAST OF THE NORTHBOUND CENTERLINE OF FAI 35 AT MILEPOINT
 QO0776'133.9, 36 FEET SOUTH OF THE EXTENDED CENTER OF A TOWNSHIP ROAD (EAST),
 QO0776'32.0 FEET WEST OF POWER POLE NUMBER 6258, 6.0 FEET WEST-SOUTHWEST OF A
 QO0776'RIGHT-OF-WAY POST AND 4.0 FEET WEST OF RIGHT-OF-WAY FENCE AT CORNER
 QO0776'POST.  THE MARK, A STANDARD MNHD VERTICAL CONTROL MONUMENT DISK IS
 QO0776'CRIMPED TO THE TOP OF A 5/8 INCH DIAMETER BY 78 FOOT LONG COPPER-CLAD
 QO0776'STEEL ROD DRIVEN TO REFUSAL.  IT IS ABOUT 2 FEET LOWER THAN FAI 35 AND
 QO0776'IS 1.0 FOOT NORTH OF A STEEL WITNESS POST. NE 1/4 SECTION 31, T 33N, R
 QO0776'21W.
 QO0776
 QO0776                          STATION RECOVERY (2005)
 QO0776
 QO0776'RECOVERY NOTE BY US POWER SQUADRON 2005 (JRD)
 QO0776'RECOVERED IN GOOD CONDITION.
 QO0776
 QO0776                          STATION RECOVERY (2007)
 QO0776
 QO0776'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (JJB)
 QO0776'2.15 MILES NORTH FROM FOREST LAKE, THE MARK IS LOCATED IN THE NORTH
 QO0776'END OF FOREST LAKE, GO 2.15 MILES NORTH OF COUNTY ROAD 2, AT
 QO0776'INTERSTATE HIGHWAY 35 MILEPOINT 133.9, 1.55 MILES NORTH OF SOUTH-BOUND
 QO0776'TRUNK HIGHWAY 8 BRIDGE OVER INTERSTATE 35, THE MARK IS 94 FEET EAST OF
 QO0776'NORTHBOUND INTERSTATE 35, 36 FEET SOUTH OF TOWNSHIP ROAD EAST
 QO0776'EXTENDED, 32 FEET WEST OF POWER POLE, 6 FEET WEST-SOUTHWEST OF RIGHT
 QO0776'OF WAY POST, 4 FEET WEST OF FENCE CORNER, 1 FEET NORTH OF WITNESS
 QO0776'POST.
 QO0776
 QO0776                          STATION RECOVERY (2014)
 QO0776
 QO0776'RECOVERY NOTE BY MN DEPT OF TRANSP 2014 (DAS)
 QO0776'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 QO0777 ***********************************************************************
 QO0777  DESIGNATION -  1380 AD
 QO0777  PID         -  QO0777
 QO0777  STATE/COUNTY-  MN/CHISAGO
 QO0777  COUNTRY     -  US
 QO0777  USGS QUAD   -  LINWOOD (2019)
 QO0777
 QO0777                         *CURRENT SURVEY CONTROL
 QO0777  ______________________________________________________________________
 QO0777* NAD 83(1986) POSITION- 45 19 16.70   (N) 093 00 10.84   (W)   HD_HELD1
 QO0777* NAVD 88 ORTHO HEIGHT -   275.248 (meters)      903.04  (feet) ADJUSTED
 QO0777  ______________________________________________________________________
 QO0777  GEOID HEIGHT    -        -27.738 (meters)                     GEOID18
 QO0777  DYNAMIC HEIGHT  -        275.242 (meters)      903.02  (feet) COMP
 QO0777  MODELED GRAVITY -    980,587.4   (mgal)                       NAVD 88
 QO0777
 QO0777  VERT ORDER      -  SECOND    CLASS I
 QO0777
 QO0777.The horizontal coordinates were determined by differentially corrected
 QO0777.hand held GPS observations or other comparable positioning techniques
 QO0777.and have an estimated accuracy of +/- 3 meters.
 QO0777
 QO0777.The orthometric height was determined by differential leveling and
 QO0777.adjusted by the NATIONAL GEODETIC SURVEY
 QO0777.in June 1991.
 QO0777
 QO0777.Significant digits in the geoid height do not necessarily reflect accuracy.
 QO0777.GEOID18 height accuracy estimate available here.
 QO0777
 QO0777.Click photographs - Photos may exist for this station.
 QO0777
 QO0777.The dynamic height is computed by dividing the NAVD 88
 QO0777.geopotential number by the normal gravity value computed on the
 QO0777.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QO0777.degrees latitude (g = 980.6199 gals.).
 QO0777
 QO0777.The modeled gravity was interpolated from observed gravity values.
 QO0777
 QO0777;                    North         East    Units  Estimated Accuracy
 QO0777;SPC MN C     -   136,482.6     897,773.6     MT  (+/- 3 meters HH1 GPS) 
 QO0777
 QO0777_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL9976418644(NAD 83)
 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
 QO0777.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QO0777.See file dsdata.pdf to determine how the superseded data were derived.
 QO0777
 QO0777_MARKER: DV = VERTICAL CONTROL DISK
 QO0777_SETTING: 30 = SET IN A LIGHT STRUCTURE
 QO0777_SP_SET: SIGN BASE
 QO0777_STAMPING: 1380 AD 1975
 QO0777_MARK LOGO: MNHD
 QO0777_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 QO0777_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QO0777_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 QO0777+SATELLITE: SATELLITE OBSERVATIONS - May 05, 2014
 QO0777
 QO0777  HISTORY     - Date     Condition        Report By
 QO0777  HISTORY     - 1975     MONUMENTED       MNHD
 QO0777  HISTORY     - 20051012 MARK NOT FOUND   USPSQD
 QO0777  HISTORY     - 20070611 GOOD             MNDT
 QO0777  HISTORY     - 20140505 GOOD             MNDT
 QO0777
 QO0777                          STATION DESCRIPTION
 QO0777
 QO0777'DESCRIBED BY MN HIGHWAY DEPT 1975
 QO0777'1.05 MI S FROM WYOMING.
 QO0777'THE MARK IS LOCATED 1.05 MILES SOUTH ALONG FAI 35 FROM BRIDGE NUMBER
 QO0777'13801 (TRUNK HIGHWAY 61 AND COUNTY ROAD 22 OVER FAI 35) AND 2.95 MILES
 QO0777'NORTH ALONG FAI 35 FROM BRIDGE NUMBER 82801 (COUNTY ROAD 2 OVER FAI
 QO0777'35) AT FOREST LAKE.  IT IS 60 FEET EAST OF THE CENTERLINE OF FAI 35
 QO0777'NORTHBOUND AT MILEPOINT 134.65.  THE MARK, A STANDARD MNHD VERTICAL
 QO0777'CONTROL MONUMENT (VCM) DISK, IS SET IN THE WEST SIDE OF THE EAST LEG
 QO0777'OF FAI 35 NORTHBOUND LAND SIGN WYOMING EXIT 1 MILE.  IT IS 3 FEET
 QO0777'LOWER THAN FAI 35 NORTHBOUND LANE.  NE 1/4 SECTION 30, T 33N,R 21W.
 QO0777
 QO0777                          STATION RECOVERY (2005)
 QO0777
 QO0777'RECOVERY NOTE BY US POWER SQUADRON 2005 (JRD)
 QO0777'MARK NOT FOUND. RAIL ROAD HAS BEEN REMOVED AREA IS NOW A BIKE/WALKING
 QO0777'PATH. SPSPS. JRD
 QO0777
 QO0777                          STATION RECOVERY (2007)
 QO0777
 QO0777'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (JJB)
 QO0777'THE MARK IS LOCATED IN THE SOUTH END OF WYOMING, AT INTERSTATE 35
 QO0777'MILEPOINT 134.65, GO 1.05 MILES SOUTH ALONG INTERSTATE 35 FROM THE
 QO0777'JUCTION OF COUNTY ROAD 22 AND INTERSTATE 35 IN WYOMING, OR 2.95 MILES
 QO0777'NORTH ALONG INTERSTATE 35 FROM THE JUNCTION OF COUNTY ROAD 2 AND
 QO0777'INTERSTATE 35 IN FOREST LAKE, THE MARK IS 60 FEET EAST OF NORTHBOUND
 QO0777'INTERSTATE 35, IN WEST SIDE OF EAST LEG OF SIGN.
 QO0777
 QO0777                          STATION RECOVERY (2014)
 QO0777
 QO0777'RECOVERY NOTE BY MN DEPT OF TRANSP 2014 (DAS)
 QO0777'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 QO0095 ***********************************************************************
 QO0095  DESIGNATION -  1380 AE
 QO0095  PID         -  QO0095
 QO0095  STATE/COUNTY-  MN/CHISAGO
 QO0095  COUNTRY     -  US
 QO0095  USGS QUAD   -  LINWOOD (2019)
 QO0095
 QO0095                         *CURRENT SURVEY CONTROL
 QO0095  ______________________________________________________________________
 QO0095* NAD 83(1986) POSITION- 45 20 53.17   (N) 093 00 00.39   (W)   HD_HELD1
 QO0095* NAVD 88 ORTHO HEIGHT -   274.167 (meters)      899.50  (feet) ADJUSTED
 QO0095  ______________________________________________________________________
 QO0095  GEOID HEIGHT    -        -27.826 (meters)                     GEOID18
 QO0095  DYNAMIC HEIGHT  -        274.160 (meters)      899.47  (feet) COMP
 QO0095  MODELED GRAVITY -    980,581.2   (mgal)                       NAVD 88
 QO0095
 QO0095  VERT ORDER      -  SECOND    CLASS I
 QO0095
 QO0095.The horizontal coordinates were determined by differentially corrected
 QO0095.hand held GPS observations or other comparable positioning techniques
 QO0095.and have an estimated accuracy of +/- 3 meters.
 QO0095
 QO0095.The orthometric height was determined by differential leveling and
 QO0095.adjusted by the NATIONAL GEODETIC SURVEY
 QO0095.in June 1991.
 QO0095
 QO0095.Significant digits in the geoid height do not necessarily reflect accuracy.
 QO0095.GEOID18 height accuracy estimate available here.
 QO0095
 QO0095.Click photographs - Photos may exist for this station.
 QO0095
 QO0095.The dynamic height is computed by dividing the NAVD 88
 QO0095.geopotential number by the normal gravity value computed on the
 QO0095.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QO0095.degrees latitude (g = 980.6199 gals.).
 QO0095
 QO0095.The modeled gravity was interpolated from observed gravity values.
 QO0095
 QO0095;                    North         East    Units  Estimated Accuracy
 QO0095;SPC MN C     -   139,464.3     897,954.1     MT  (+/- 3 meters HH1 GPS) 
 QO0095
 QO0095_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL9999121621(NAD 83)
 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
 QO0095.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QO0095.See file dsdata.pdf to determine how the superseded data were derived.
 QO0095
 QO0095_MARKER: DV = VERTICAL CONTROL DISK
 QO0095_SETTING: 30 = SET IN A LIGHT STRUCTURE
 QO0095_SP_SET: CONCRETE FOOTING
 QO0095_STAMPING: 1380 AE 1975
 QO0095_MARK LOGO: MNHD
 QO0095_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 QO0095_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QO0095_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 QO0095+SATELLITE: SATELLITE OBSERVATIONS - May 05, 2014
 QO0095
 QO0095  HISTORY     - Date     Condition        Report By
 QO0095  HISTORY     - 19750401 MONUMENTED       MNHD
 QO0095  HISTORY     - 1975     GOOD             MNDT
 QO0095  HISTORY     - 20070611 GOOD             MNDT
 QO0095  HISTORY     - 20111103 GOOD             MNDT
 QO0095  HISTORY     - 20140505 GOOD             MNDT
 QO0095
 QO0095                          STATION DESCRIPTION
 QO0095
 QO0095'DESCRIBED BY MN DEPT OF TRANSP 1975
 QO0095'0.85 MI N FROM WYOMING.
 QO0095'THE MARK IS LOCATED 0.85 MILE NORTH ALONG FAI 35 FROM BRIDGE NUMBER
 QO0095'13801 (TRUNK HIGHWAY 61 AND COUNTY ROAD 22 OVER FAI 35) AT WYOMING AND
 QO0095'3.55 MILES SOUTH ALONG FAI 35 FROM BRIDGE NUMBER 13802 (COUNTY ROAD 19
 QO0095'OVER FAI 35) AT STACY.  IT IS 50.7 FEET EAST OF AND ABOUT 3 FEET LOWER
 QO0095'THAN THE CENTERLINE OF THE NORTHBOUND LANE OF FAI 35 AT MILEPOINT
 QO0095'136.5.  THE MARK, A STANDARD MNHD VERTICAL CONTROL MONUMENT (VCM)
 QO0095'DISK, IS CEMENTED INTO THE WEST EDGE OF THE CONCRETE BASE OF THE WEST
 QO0095'LEG OF NORTHBOUND FAI 35 INFORMATIONAL SIGN STACY 3 - DULUTH 124. NE
 QO0095'1/4 SECTION 18, T 33N, R 21W.
 QO0095
 QO0095                          STATION RECOVERY (2007)
 QO0095
 QO0095'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (JJB)
 QO0095'THE MARK IS LOCATED 0.9 MILES NORTH OF WYOMING. 0.85 MILES NORTH ALONG
 QO0095'INTERSTATE 35 FROM THE JUNCTION OF COUNTY ROAD 22 AND INTERSTATE 35 IN
 QO0095'WYOMING, OR 3.55 MILES SOUTH ALONG INTERSTATE 35 FROM THE JUNCTION OF
 QO0095'COUNTY ROAD 19 AND INTERSTATE 35 IN STACY, AT INTERSTATE HIGHWAY 35
 QO0095'MILEPOINT 136.5, 50.7 FEET EAST OF NORTHBOUND INTERSTATE 35, IN WEST
 QO0095'EDGE OF CONCRETE BASE OF WEST LEG OF NORTHBOUND INTERSTATE 35 SIGN
 QO0095'(STACY 3-DULUTH 124 MILES). NOT WITNESS POST.
 QO0095
 QO0095                          STATION RECOVERY (2011)
 QO0095
 QO0095'RECOVERY NOTE BY MN DEPT OF TRANSP 2011 (BJB)
 QO0095'THE STATION IS LOCATED ABOUT 8.8 KM (5.5 MI) EAST OF LINWOOD, 7.8 KM
 QO0095'(4.8 MI) NORTH OF FOREST LAKE AND 5.6 KM (3.5 MI) SOUTH OF STACY.
 QO0095'
 QO0095'0.9 MILE NORTH OF WYOMING, 0.85 MI (1.4 KM) NORTH ALONG INTERSTATE
 QO0095'HIGHWAY 35 FROM THE JUNCTION OF COUNTY ROAD 22 AND INTERSTATE HIGHWAY
 QO0095'35 IN WYOMING, OR 3.55 MI (5.7 KM) SOUTH ALONG INTERSTATE HIGHWAY 35
 QO0095'FROM THE JUNCTION OF COUNTY ROAD 19 AND INTERSTATE HIGHWAY 35 IN
 QO0095'STACY, AT INTERSTATE HIGHWAY 35 MILE POINT 136.5.
 QO0095'
 QO0095'THE STATION IS FOUND 50.7 FT (15.5 M) EAST OF NORTHBOUND INTERSTATE
 QO0095'HIGHWAY 35, IN WEST EDGE OF CONCRETE BASE OF WEST LEG OF NORTHBOUND
 QO0095'INTERSTATE HIGHWAY 35 SIGN (STACY 3-DULUTH 124 MILES) AND 1.3 FT (0.4
 QO0095'M) SOUTHWEST OF A WITNESS POST.
 QO0095
 QO0095                          STATION RECOVERY (2014)
 QO0095
 QO0095'RECOVERY NOTE BY MN DEPT OF TRANSP 2014 (DAS)
 QO0095'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 QO0101 ***********************************************************************
 QO0101  DESIGNATION -  1380 AF
 QO0101  PID         -  QO0101
 QO0101  STATE/COUNTY-  MN/CHISAGO
 QO0101  COUNTRY     -  US
 QO0101  USGS QUAD   -  FOREST LAKE (2019)
 QO0101
 QO0101                         *CURRENT SURVEY CONTROL
 QO0101  ______________________________________________________________________
 QO0101* NAD 83(1986) POSITION- 45 22 03.95   (N) 092 59 41.60   (W)   HD_HELD1
 QO0101* NAVD 88 ORTHO HEIGHT -   274.378 (meters)      900.19  (feet) ADJUSTED
 QO0101  ______________________________________________________________________
 QO0101  GEOID HEIGHT    -        -27.879 (meters)                     GEOID18
 QO0101  DYNAMIC HEIGHT  -        274.371 (meters)      900.17  (feet) COMP
 QO0101  MODELED GRAVITY -    980,581.2   (mgal)                       NAVD 88
 QO0101
 QO0101  VERT ORDER      -  SECOND    CLASS I
 QO0101
 QO0101.The horizontal coordinates were determined by differentially corrected
 QO0101.hand held GPS observations or other comparable positioning techniques
 QO0101.and have an estimated accuracy of +/- 3 meters.
 QO0101
 QO0101.The orthometric height was determined by differential leveling and
 QO0101.adjusted by the NATIONAL GEODETIC SURVEY
 QO0101.in August 2013.
 QO0101
 QO0101.No vertical observational check was made to the station.
 QO0101
 QO0101.Significant digits in the geoid height do not necessarily reflect accuracy.
 QO0101.GEOID18 height accuracy estimate available here.
 QO0101
 QO0101.Click photographs - Photos may exist for this station.
 QO0101
 QO0101.The dynamic height is computed by dividing the NAVD 88
 QO0101.geopotential number by the normal gravity value computed on the
 QO0101.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QO0101.degrees latitude (g = 980.6199 gals.).
 QO0101
 QO0101.The modeled gravity was interpolated from observed gravity values.
 QO0101
 QO0101;                    North         East    Units  Estimated Accuracy
 QO0101;SPC MN C     -   141,655.7     898,328.5     MT  (+/- 3 meters HH1 GPS) 
 QO0101
 QO0101_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWL0040023805(NAD 83)
 QO0101
 QO0101                          SUPERSEDED SURVEY CONTROL
 QO0101
 QO0101  NAVD 88 (06/15/91)  274.374  (m)          900.18   (f) SUPERSEDED  2 1
 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
 QO0101.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QO0101.See file dsdata.pdf to determine how the superseded data were derived.
 QO0101
 QO0101_MARKER: DV = VERTICAL CONTROL DISK
 QO0101_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 QO0101_STAMPING: 1380 AF 1975
 QO0101_MARK LOGO: MNHD
 QO0101_PROJECTION: FLUSH
 QO0101_MAGNETIC: I = MARKER IS A STEEL ROD
 QO0101_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QO0101_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 QO0101+SATELLITE: SATELLITE OBSERVATIONS - May 06, 2014
 QO0101_ROD/PIPE-DEPTH: 9.4 meters
 QO0101
 QO0101  HISTORY     - Date     Condition        Report By
 QO0101  HISTORY     - 19750401 MONUMENTED       MNHD
 QO0101  HISTORY     - 20070611 GOOD             MNDT
 QO0101  HISTORY     - 20111224 GOOD             MNDT
 QO0101  HISTORY     - 20140506 GOOD             MNDT
 QO0101
 QO0101                          STATION DESCRIPTION
 QO0101
 QO0101'DESCRIBED BY MN HIGHWAY DEPT 1975
 QO0101'2.1 MI S FROM STACY.
 QO0101'THE MARK IS LOCATED 2.1 MILES SOUTH ALONG FAI 35 FROM BRIDGE NUMBER
 QO0101'13802 (COUNTY ROAD 19 OVER FAI 35) AT STACY, AND 2.3 MILE NORTH ALONG
 QO0101'FAI 35 FROM BRIDGE NUMBER 13801 (TRUNK HIGHWAY 61 AND COUNTY ROAD 22
 QO0101'OVER FAI 35) AT WYOMING.  IT IS 90.0 FEET EAST OF AND ABOUT LEVEL WITH
 QO0101'THE CENTERLINE OF THE NORTH-BOUND LANE OF FAI 35, 460 FEET SOUTH OF
 QO0101'FAI 35 MILEPOST 138, 57.0 FEET WEST OF RIGHT-OF-WAY FENCE (FAI 35 AND
 QO0101'BURLINGTON NORTHERN RAILROAD), 78.4 FEET WEST OF A TELEGRAPH POLE,
 QO0101'30.5 FEET WEST OF A 24 INCH OAK TREE AND 7.5 FEET NORTH OF AN 8 INCH
 QO0101'NORWAY PINE TREE.  THE MARK, A STANDARD MNHD VERTICAL CONTROL MONUMENT
 QO0101'(VCM) DISK IS CRIMPED TO THE TOP OF A 31 FOOT LONG COPPER-CLAD STEEL
 QO0101'ROD DRIVEN TO REFUSAL.  IT IS FLUSH WITH THE SURFACE OF THE GROUND AND
 QO0101'IS 1.0 FOOT WEST OF A STEEL WITNESS POST. NW 1/4 SECTION 8, T 33N, R
 QO0101'21W.
 QO0101
 QO0101                          STATION RECOVERY (2007)
 QO0101
 QO0101'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (JJB)
 QO0101'2.1 MILES SOUTH OF STACY, 2.1 MILES SOUTH OF JUNCTION OF INTERSTATE
 QO0101'HIGHWAY 35 AND COUNTY ROAD 19, 2.3 MILES NORTH OF JUNCTION OF
 QO0101'INTERSTATE HIGHWAY 35 AND TRUNK HIGHWAY 61-COUNTY ROAD 22, 90 FEET
 QO0101'EAST OF NORTHBOUND INTERSTATE HIGHWAY 35, 460 FEET SOUTH OF MILEPOST
 QO0101'138, 57 FEET WEST OF RIGHT OF WAY FENCE, 5.0 FEET EAST OF 6 FEET TREE,
 QO0101'1.0 FEET WEST OF WITNESS POST.
 QO0101
 QO0101                          STATION RECOVERY (2011)
 QO0101
 QO0101'RECOVERY NOTE BY MN DEPT OF TRANSP 2011 (DAS)
 QO0101'THE STATION IS LOCATED ABOUT 9.9 KM (6.2 MI) NORTH OF FOREST LAKE, 9.2
 QO0101'KM (5.7 MI) EAST OF LINWOOD AND 3.4 KM (2.1 MI) SOUTH OF STACY.
 QO0101'
 QO0101'2.1 MILES SOUTH OF STACY, 2.1 MI (3.4 KM) SOUTH OF THE JUNCTION OF
 QO0101'INTERSTATE HIGHWAY 35 AND COUNTY ROAD 19, 2.3 MI (3.7 KM) NORTH OF THE
 QO0101'JUNCTION OF INTERSTATE HIGHWAY 35 AND TRUNK HIGHWAY 61-COUNTY ROAD 22.
 QO0101'THE STATION IS FOUND 90 FT (27.4 M) EAST OF NORTHBOUND INTERSTATE
 QO0101'HIGHWAY 35, 460 FT (140.2 M) SOUTH OF MILEPOST 138, 57 FT (17.4 M)
 QO0101'WEST OF RIGHT-OF-WAY FENCE, 5.0 FT (1.5 M) EAST OF 6.0 FT (1.8 M) TREE
 QO0101'AND 1.0 FT (0.3 M) WEST OF A WITNESS POST.
 QO0101
 QO0101                          STATION RECOVERY (2014)
 QO0101
 QO0101'RECOVERY NOTE BY MN DEPT OF TRANSP 2014 (DAS)
 QO0101'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 QO0106 ***********************************************************************
 QO0106  DESIGNATION -  1380 AH
 QO0106  PID         -  QO0106
 QO0106  STATE/COUNTY-  MN/CHISAGO
 QO0106  COUNTRY     -  US
 QO0106  USGS QUAD   -  STACY (2019)
 QO0106
 QO0106                         *CURRENT SURVEY CONTROL
 QO0106  ______________________________________________________________________
 QO0106* NAD 83(1986) POSITION- 45 24 33.04   (N) 092 59 28.00   (W)   HD_HELD1
 QO0106* NAVD 88 ORTHO HEIGHT -   276.041 (meters)      905.64  (feet) ADJUSTED
 QO0106  ______________________________________________________________________
 QO0106  GEOID HEIGHT    -        -27.989 (meters)                     GEOID18
 QO0106  DYNAMIC HEIGHT  -        276.031 (meters)      905.61  (feet) COMP
 QO0106  MODELED GRAVITY -    980,573.1   (mgal)                       NAVD 88
 QO0106
 QO0106  VERT ORDER      -  SECOND    CLASS I
 QO0106
 QO0106.The horizontal coordinates were determined by differentially corrected
 QO0106.hand held GPS observations or other comparable positioning techniques
 QO0106.and have an estimated accuracy of +/- 3 meters.
 QO0106
 QO0106.The orthometric height was determined by differential leveling and
 QO0106.adjusted by the NATIONAL GEODETIC SURVEY
 QO0106.in September 2016.
 QO0106
 QO0106.Significant digits in the geoid height do not necessarily reflect accuracy.
 QO0106.GEOID18 height accuracy estimate available here.
 QO0106
 QO0106.Click photographs - Photos may exist for this station.
 QO0106
 QO0106.The dynamic height is computed by dividing the NAVD 88
 QO0106.geopotential number by the normal gravity value computed on the
 QO0106.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QO0106.degrees latitude (g = 980.6199 gals.).
 QO0106
 QO0106.The modeled gravity was interpolated from observed gravity values.
 QO0106
 QO0106;                    North         East    Units  Estimated Accuracy
 QO0106;SPC MN C     -   146,262.8     898,551.3     MT  (+/- 3 meters HH1 GPS) 
 QO0106
 QO0106_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWL0069528406(NAD 83)
 QO0106
 QO0106                          SUPERSEDED SURVEY CONTROL
 QO0106
 QO0106  NAVD 88 (06/15/91)  276.029  (m)          905.61   (f) SUPERSEDED  2 1
 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
 QO0106.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QO0106.See file dsdata.pdf to determine how the superseded data were derived.
 QO0106
 QO0106_MARKER: DV = VERTICAL CONTROL DISK
 QO0106_SETTING: 30 = SET IN A LIGHT STRUCTURE
 QO0106_SP_SET: SIGN BASE FOOTING
 QO0106_STAMPING: 1380 AH 1975
 QO0106_MARK LOGO: MNHD
 QO0106_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 QO0106_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QO0106_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 QO0106+SATELLITE: SATELLITE OBSERVATIONS - May 06, 2014
 QO0106
 QO0106  HISTORY     - Date     Condition        Report By
 QO0106  HISTORY     - 1975     MONUMENTED       MNHD
 QO0106  HISTORY     - 20070612 GOOD             MNDT
 QO0106  HISTORY     - 20140506 GOOD             MNDT
 QO0106
 QO0106                          STATION DESCRIPTION
 QO0106
 QO0106'DESCRIBED BY MN HIGHWAY DEPT 1975
 QO0106'0.9 MI N FROM STACY.
 QO0106'THE MARK IS LOCATED 0.9 MILE NORTH ALONG FAI 95 FROM BRIDGE NUMBER
 QO0106'13802 (COUNTY ROAD 19 OVER FAI 35) AT STACY AND 7.2 MILES SOUTH ALONG
 QO0106'FAI 35 FROM BRIDGE NUMBER 13804 (TRUNK HIGHWAY 95 OVER FAI 35) AT
 QO0106'NORTH BRANCH.  IT IS 60.2 FEET EAST OF AND ABOUT 2 FEET LOWER THAN THE
 QO0106'CENTERLINE OF THE NORTH-BOUND LANE OF FAI 35 AT MILEPOINT 140.85. THE
 QO0106'MARK, A STANDARD MNHD VERTICAL CONTROL MONUMENT DISK, IS CEMENTED INTO
 QO0106'THE WEST EDGE OF THE CONCRETE BASE OF THE EAST LEG OF NORTH-BOUND
 QO0106'INFORMATIONAL SIGN MINN 95 7 - PINE CITY 29 - DULUTH 120. NW 1/4
 QO0106'SECTION 29, T 34N, R 21W.
 QO0106
 QO0106                          STATION RECOVERY (2007)
 QO0106
 QO0106'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (JJB)
 QO0106'0.9 MILES NORTH FROM STACY, 0.9 MILES NORTH OF COUNTY ROAD 19 AT
 QO0106'STACY, AT INTERSTATE HIGHWAY 35 MILEPOINT 140.85, 7.2 MILES SOUTH OF
 QO0106'TRUNK HIGHWAY 95 AT NORTH BRANCH, 60.2 FEET EAST OF NORTHBOUND
 QO0106'INTERSTATE HIGHWAY 35, IN WEST EDGE OF EAST LEG OF HIGHWAY SIGN.
 QO0106
 QO0106                          STATION RECOVERY (2014)
 QO0106
 QO0106'RECOVERY NOTE BY MN DEPT OF TRANSP 2014 (DAS)
 QO0106'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 QO0108 ***********************************************************************
 QO0108  DESIGNATION -  1380 AK
 QO0108  PID         -  QO0108
 QO0108  STATE/COUNTY-  MN/CHISAGO
 QO0108  COUNTRY     -  US
 QO0108  USGS QUAD   -  STACY (2019)
 QO0108
 QO0108                         *CURRENT SURVEY CONTROL
 QO0108  ______________________________________________________________________
 QO0108* NAD 83(1986) POSITION- 45 25 58.25   (N) 092 59 22.12   (W)   HD_HELD1
 QO0108* NAVD 88 ORTHO HEIGHT -   276.079 (meters)      905.77  (feet) ADJUSTED
 QO0108  ______________________________________________________________________
 QO0108  GEOID HEIGHT    -        -28.036 (meters)                     GEOID18
 QO0108  DYNAMIC HEIGHT  -        276.068 (meters)      905.73  (feet) COMP
 QO0108  MODELED GRAVITY -    980,568.9   (mgal)                       NAVD 88
 QO0108
 QO0108  VERT ORDER      -  SECOND    CLASS I
 QO0108
 QO0108.The horizontal coordinates were determined by differentially corrected
 QO0108.hand held GPS observations or other comparable positioning techniques
 QO0108.and have an estimated accuracy of +/- 3 meters.
 QO0108
 QO0108.The orthometric height was determined by differential leveling and
 QO0108.adjusted by the NATIONAL GEODETIC SURVEY
 QO0108.in June 1991.
 QO0108
 QO0108.Significant digits in the geoid height do not necessarily reflect accuracy.
 QO0108.GEOID18 height accuracy estimate available here.
 QO0108
 QO0108.Click photographs - Photos may exist for this station.
 QO0108
 QO0108.The dynamic height is computed by dividing the NAVD 88
 QO0108.geopotential number by the normal gravity value computed on the
 QO0108.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QO0108.degrees latitude (g = 980.6199 gals.).
 QO0108
 QO0108.The modeled gravity was interpolated from observed gravity values.
 QO0108
 QO0108;                    North         East    Units  Estimated Accuracy
 QO0108;SPC MN C     -   148,895.3     898,637.3     MT  (+/- 3 meters HH1 GPS) 
 QO0108
 QO0108_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWL0082331036(NAD 83)
 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
 QO0108.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QO0108.See file dsdata.pdf to determine how the superseded data were derived.
 QO0108
 QO0108_MARKER: DV = VERTICAL CONTROL DISK
 QO0108_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 QO0108_STAMPING: 1380 AK 1975
 QO0108_MARK LOGO: MNHD
 QO0108_PROJECTION: FLUSH
 QO0108_MAGNETIC: I = MARKER IS A STEEL ROD
 QO0108_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QO0108_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 QO0108+SATELLITE: SATELLITE OBSERVATIONS - May 06, 2014
 QO0108_ROD/PIPE-DEPTH: 12.2 meters
 QO0108
 QO0108  HISTORY     - Date     Condition        Report By
 QO0108  HISTORY     - 1975     MONUMENTED       MNHD
 QO0108  HISTORY     - 20070612 GOOD             MNDT
 QO0108  HISTORY     - 20140506 GOOD             MNDT
 QO0108
 QO0108                          STATION DESCRIPTION
 QO0108
 QO0108'DESCRIBED BY MN HIGHWAY DEPT 1975
 QO0108'2.6 MI N FROM STACY.
 QO0108'THE MARK IS LOCATED 2.6 MILES NORTH ALONG FAI 35 FROM BRIDGE NUMBER
 QO0108'13802 (COUNTY ROAD 19 OVER FAI 35) AT STACY AND 5.4 MILES SOUTH ALONG
 QO0108'FAI 35 FROM BRIDGE NUMBER 13804 (TRUNK HIGHWAY 95 OVER FAI 35) AT
 QO0108'NORTH BRANCH.  IT IS 97.5 FEET EAST OF AND ABOUT 2 FEET LOWER THAN THE
 QO0108'CENTERLINE OF THE NORTH-BOUND LANE OF FAI 35 AT MILEPOINT 142.5, 95.3
 QO0108'FEET NORTHEAST OF THE EAST END OF A 24 INCH CONCRETE CULVERT UNDER THE
 QO0108'NORTHBOUND LANE, 10.3 FEET SOUTH-SOUTHWEST OF A 24 INCH OAK TREE AT
 QO0108'THE SOUTHWEST CORNER OF THE WOODS, 41.4 FEET SOUTH OF A RIGHT-OF-WAY
 QO0108'POST, 1.2 FEET WEST OF THE EAST RIGHT-OF-WAY FENCE, AND 50 FEET NORTH
 QO0108'OF THE NORTH END OF A CULTIVATED FIELD.  THE MARK, A STANDARD MNHD
 QO0108'VERTICAL CONTROL MONUMENT (VCM) DISK, IS CRIMPED TO THE TOP OF A 40
 QO0108'FOOT LONG COPPER-CLAD STEEL ROD DRIVEN TO REFUSAL.  IT IS FLUSH WITH
 QO0108'THE SURFACE OF THE GROUND AND IS 1.0 FOOT WEST OF A STEEL WITNESS
 QO0108'POST.  SW 1/4 SECTION 18, T 34N, R 21W.
 QO0108
 QO0108                          STATION RECOVERY (2007)
 QO0108
 QO0108'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (BLB)
 QO0108'2.6 MILES NORTH FORM STACY, 2.6 MILES NORTH OF COUNTY ROAD 19 AT
 QO0108'STACY, AT INTERSTATE HIGHWAY 35 MILEPOINT 142.5, 5.4 MILES SOUTH OF
 QO0108'TRUNK HIGHWAY 95 AT NORTH BRANCH, 97.5 FEET EAST OF NORTHBOUND
 QO0108'INTERSTATE HIGHWAY 35, 95.3 FEET NORTHEAST OF CULVERT, 41.4 FEET SOUTH
 QO0108'OF RIGHT OF WAY POST, 1.2 FEET WEST OF FENCE, 50 FEET NORTH OF EDGE OF
 QO0108'FIELD, 1.0 FEET WEST OF A STEEL WITNESS POST.
 QO0108
 QO0108                          STATION RECOVERY (2014)
 QO0108
 QO0108'RECOVERY NOTE BY MN DEPT OF TRANSP 2014 (DAS)
 QO0108'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 QO0110 ***********************************************************************
 QO0110  DESIGNATION -  1380 AL
 QO0110  PID         -  QO0110
 QO0110  STATE/COUNTY-  MN/CHISAGO
 QO0110  COUNTRY     -  US
 QO0110  USGS QUAD   -  STACY (2019)
 QO0110
 QO0110                         *CURRENT SURVEY CONTROL
 QO0110  ______________________________________________________________________
 QO0110* NAD 83(1986) POSITION- 45 27 48.65   (N) 092 59 43.40   (W)   HD_HELD1
 QO0110* NAVD 88 ORTHO HEIGHT -   276.778 (meters)      908.06  (feet) ADJUSTED
 QO0110  ______________________________________________________________________
 QO0110  GEOID HEIGHT    -        -28.102 (meters)                     GEOID18
 QO0110  DYNAMIC HEIGHT  -        276.765 (meters)      908.02  (feet) COMP
 QO0110  MODELED GRAVITY -    980,564.8   (mgal)                       NAVD 88
 QO0110
 QO0110  VERT ORDER      -  SECOND    CLASS I
 QO0110
 QO0110.The horizontal coordinates were determined by differentially corrected
 QO0110.hand held GPS observations or other comparable positioning techniques
 QO0110.and have an estimated accuracy of +/- 3 meters.
 QO0110
 QO0110.The orthometric height was determined by differential leveling and
 QO0110.adjusted by the NATIONAL GEODETIC SURVEY
 QO0110.in June 1991.
 QO0110
 QO0110.Significant digits in the geoid height do not necessarily reflect accuracy.
 QO0110.GEOID18 height accuracy estimate available here.
 QO0110
 QO0110.Click photographs - Photos may exist for this station.
 QO0110
 QO0110.The dynamic height is computed by dividing the NAVD 88
 QO0110.geopotential number by the normal gravity value computed on the
 QO0110.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QO0110.degrees latitude (g = 980.6199 gals.).
 QO0110
 QO0110.The modeled gravity was interpolated from observed gravity values.
 QO0110
 QO0110;                    North         East    Units  Estimated Accuracy
 QO0110;SPC MN C     -   152,295.9     898,120.8     MT  (+/- 3 meters HH1 GPS) 
 QO0110
 QO0110_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWL0036034443(NAD 83)
 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
 QO0110.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QO0110.See file dsdata.pdf to determine how the superseded data were derived.
 QO0110
 QO0110_MARKER: DV = VERTICAL CONTROL DISK
 QO0110_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 QO0110_STAMPING: 1380 AL 1975
 QO0110_MARK LOGO: MNHD
 QO0110_PROJECTION: FLUSH
 QO0110_MAGNETIC: I = MARKER IS A STEEL ROD
 QO0110_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QO0110_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 QO0110+SATELLITE: SATELLITE OBSERVATIONS - May 06, 2014
 QO0110_ROD/PIPE-DEPTH: 14.6 meters
 QO0110
 QO0110  HISTORY     - Date     Condition        Report By
 QO0110  HISTORY     - 1975     MONUMENTED       MNHD
 QO0110  HISTORY     - 1976     GOOD             MNDT
 QO0110  HISTORY     - 20070612 GOOD             MNDT
 QO0110  HISTORY     - 20140506 GOOD             MNDT
 QO0110
 QO0110                          STATION DESCRIPTION
 QO0110
 QO0110'DESCRIBED BY MN DEPT OF TRANSP 1976
 QO0110'3.6 MI S FROM NORTH BRANCH.
 QO0110'THE MARK IS LOCATED 4.7 MILES NORTH ALONG FAI 35 FROM BRIDGE NO. 13802
 QO0110'(COUNTY ROAD 19 OVER FAI 35) AT STACY AND 3.6 MILES SOUTH ALONG FAI 35
 QO0110'FROM BRIDGE NO. 13804 (T.H. 95 OVER FAI 35) AT NORTH BRANCH. IT IS
 QO0110'96.5 FEET EAST OF AND ABOUT 3 FEET HIGHER THAN THE CENTERLINE OF FAI
 QO0110'35 NORTHBOUND AT MILEPOINT 144.65, 2.2 FEET EAST OF THE RIGHT OF WAY
 QO0110'FENCE, 12.3 FEET NORTHWEST OF A TRIPLE 8 INCH OAK WHICH IS AT THE
 QO0110'SOUTHWEST CORNER OF A CULTIVATED FIELD, AND 117.3 FEET SOUTH OF A
 QO0110'RIGHT OF WAY MARKER POST.  THE MARK, A STANDARD MNHD VERTICAL CONTROL
 QO0110'MONUMENT DISK (VCM) CRIMPED TO THE TOP OF A 48 FOOT LONG COPPER CLAD
 QO0110'STEEL ROD, IS 1.0 FEET WEST OF A STEEL WITNESS POST AND FLUSH WITH THE
 QO0110'GROUND.  NW SECTION 5, T 34N, R 21W.
 QO0110
 QO0110                          STATION RECOVERY (2007)
 QO0110
 QO0110'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (JJB)
 QO0110'3.6 MILES SOUTH FRON NORTH BRANCH, 3.6 MILES SOUTH OF TRUNK HIGHWAY 95
 QO0110'AT NORTH BRANCH, AT INTERSTATE HIGHWAY 35 MILEPOINT 144.65, 4.7 MILES
 QO0110'NORTH OF COUNTY ROAD 19 AT STACY, 96.5 FEET EAST OF NORTHBOUND
 QO0110'INTERSTATE HIGHWAY 35, 2.2 FEET EAST OF RIGHT OF WAY FENCE, 117.3 FEET
 QO0110'SOUTH OF RIGHT OF WAY POST, 1.0 FEET WEST OF WITNESS POST.
 QO0110
 QO0110                          STATION RECOVERY (2014)
 QO0110
 QO0110'RECOVERY NOTE BY MN DEPT OF TRANSP 2014 (DAS)
 QO0110'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 QO0112 ***********************************************************************
 QO0112  DESIGNATION -  1380 AM
 QO0112  PID         -  QO0112
 QO0112  STATE/COUNTY-  MN/CHISAGO
 QO0112  COUNTRY     -  US
 QO0112  USGS QUAD   -  STACY (2019)
 QO0112
 QO0112                         *CURRENT SURVEY CONTROL
 QO0112  ______________________________________________________________________
 QO0112* NAD 83(2011) POSITION- 45 28 43.34646(N) 092 59 45.65892(W)   ADJUSTED
 QO0112* NAD 83(2011) ELLIP HT-   246.990 (meters)        (10/16/14)   ADJUSTED
 QO0112* NAD 83(2011) EPOCH   -  2010.00
 QO0112* NAVD 88 ORTHO HEIGHT -   275.101 (meters)      902.56  (feet) ADJUSTED
 QO0112  ______________________________________________________________________
 QO0112  GEOID HEIGHT    -        -28.118 (meters)                     GEOID18
 QO0112  NAD 83(2011) X  -   -234,153.398 (meters)                     COMP
 QO0112  NAD 83(2011) Y  - -4,473,864.586 (meters)                     COMP
 QO0112  NAD 83(2011) Z  -  4,524,986.296 (meters)                     COMP
 QO0112  LAPLACE CORR    -          9.62  (seconds)                    DEFLEC18
 QO0112  DYNAMIC HEIGHT  -        275.088 (meters)      902.52  (feet) COMP
 QO0112  MODELED GRAVITY -    980,565.1   (mgal)                       NAVD 88
 QO0112
 QO0112  VERT ORDER      -  SECOND    CLASS I
 QO0112
 QO0112  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 QO0112  Standards:
 QO0112         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 QO0112            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 QO0112  -------------------------------------------------------------------
 QO0112  NETWORK    0.57   1.59           0.26   0.19   0.81      0.16174182
 QO0112  -------------------------------------------------------------------
 QO0112  Click here for local accuracies and other accuracy information.
 QO0112
 QO0112.The horizontal coordinates were established by GPS observations
 QO0112.and adjusted by the MN DEPT OF TRANSP in October 2014.
 QO0112
 QO0112.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 QO0112.been affixed to the stable North American tectonic plate. See 
 QO0112.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 QO0112
 QO0112.The horizontal coordinates are valid at the epoch date displayed above
 QO0112.which is a decimal equivalence of Year/Month/Day.
 QO0112
 QO0112.The orthometric height was determined by differential leveling and
 QO0112.adjusted by the NATIONAL GEODETIC SURVEY
 QO0112.in June 1991.
 QO0112
 QO0112.Significant digits in the geoid height do not necessarily reflect accuracy.
 QO0112.GEOID18 height accuracy estimate available here.
 QO0112
 QO0112.Click photographs - Photos may exist for this station.
 QO0112
 QO0112.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 QO0112
 QO0112.The Laplace correction was computed from DEFLEC18 derived deflections.
 QO0112
 QO0112.The ellipsoidal height was determined by GPS observations
 QO0112.and is referenced to NAD 83.
 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. The following values were computed from the NAD 83(2011) position.
 QO0112
 QO0112;                    North         East     Units Scale Factor Converg.
 QO0112;SPC MN C     -   153,983.620   898,044.982   MT  1.00003274   +0 54 25.6
 QO0112;SPC MN C     -   505,194.59  2,946,335.91   sFT  1.00003274   +0 54 25.6
 QO0112;UTM  15      - 5,036,130.965   500,311.346   MT  0.99960000   +0 00 10.2
 QO0112
 QO0112!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QO0112!SPC MN C     -   0.99996128  x   1.00003274  =   0.99999402
 QO0112!UTM  15      -   0.99996128  x   0.99960000  =   0.99956129
 QO0112
 QO0112_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWL0031136130(NAD 83)
 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
 QO0112.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QO0112.See file dsdata.pdf to determine how the superseded data were derived.
 QO0112
 QO0112_MARKER: DV = VERTICAL CONTROL DISK
 QO0112_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 QO0112_STAMPING: 1380 AM 1975
 QO0112_MARK LOGO: MNHD
 QO0112_PROJECTION: RECESSED 5 CENTIMETERS
 QO0112_MAGNETIC: I = MARKER IS A STEEL ROD
 QO0112_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QO0112_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QO0112+SATELLITE: SATELLITE OBSERVATIONS - August 19, 2014
 QO0112_ROD/PIPE-DEPTH: 15.8 meters
 QO0112
 QO0112  HISTORY     - Date     Condition        Report By
 QO0112  HISTORY     - 1975     MONUMENTED       MNHD
 QO0112  HISTORY     - 1976     GOOD             MNDT
 QO0112  HISTORY     - 20060103 GOOD             MNDT
 QO0112  HISTORY     - 20070612 GOOD             MNDT
 QO0112  HISTORY     - 20140506 GOOD             MNDT
 QO0112  HISTORY     - 20140819 GOOD             MNDT
 QO0112
 QO0112                          STATION DESCRIPTION
 QO0112
 QO0112'DESCRIBED BY MN DEPT OF TRANSP 1976
 QO0112'2.4 MI S FROM NORTH BRANCH.
 QO0112'THE MARK IS LOCATED 2.4 MILES SOUTH ALONG FAI 35 FROM BRIDGE NO. 13804
 QO0112'(T.H. 95 OVER FAI 35) AT NORTH BRANCH AND 5.8 MILES NORTH ALONG FAI 35
 QO0112'FROM BRIDGE NO. 13802 (COUNTY ROAD 19 OVER FAI 35) AT STACY. IT IS
 QO0112'97.0 FEET EAST OF AND ABOUT 2 FEET LOWER THAN THE CENTERLINE OF FAI 35
 QO0112'NORTHBOUND AT MILEPOINT 145.7, 2 FEET WEST OF THE RIGHT OF WAY FENCE
 QO0112'AT A T FENCE EAST, 191 FEET SOUTH-SOUTHEAST OF THE EAST END OF A 24
 QO0112'INCH CONCRETE PIPE UNDER FAI 35 AT A DRAINAGE DITCH, AND 10.0 FEET
 QO0112'WEST-NORTHWEST OF THE NORTHWEST LEG OF A BILLBOARD WHICH READS SHELL
 QO0112'NORTH BRANCH EXIT.  THE MARK, A STANDARD MNHD VERTICAL CONTROL
 QO0112'MONUMENT (VCM) DISK, CRIMPED TO THE TOP OF A 52 FOOT LONG COPPER CLAD
 QO0112'STEEL ROD, IS 1.0 FEET WEST OF A STEEL WITNESS POST AND FLUSH WITH THE
 QO0112'GROUND.  NW 1/4 SECTION 32, T 35N, R 21W.
 QO0112
 QO0112                          STATION RECOVERY (2006)
 QO0112
 QO0112'RECOVERY NOTE BY MN DEPT OF TRANSP 2006 (MPP)
 QO0112'RECOVERED AS DESCRIBED.
 QO0112
 QO0112                          STATION RECOVERY (2007)
 QO0112
 QO0112'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (BLB)
 QO0112'2.4 MILES SOUTH FROM NORTH BRANCH, 2.4 MILES SOUTH OF TRUNK HIGHWAY 95
 QO0112'AT NORTH BRANCH, AT INTERSTATE HIGHWAY 35 MILEPOINT 145.7, 5.8 MILES
 QO0112'NORTH OF COUNTY ROAD 19 AT STACY, 97 FEET EAST OF NORTHBOUND
 QO0112'INTERSTATE HIGHWAY 35, 2 FEET WEST OF RIGHT OF WAY FENCE, AT TEE-FENCE
 QO0112'EAST, 191 FEET SOUTH-SOUTHEAST OF DRAINAGE PIPE, 1 FEET WEST OF
 QO0112'WITNESS POST.
 QO0112
 QO0112                          STATION RECOVERY (2014)
 QO0112
 QO0112'RECOVERY NOTE BY MN DEPT OF TRANSP 2014 (DAS)
 QO0112'RECOVERED AS DESCRIBED.
 QO0112
 QO0112                          STATION RECOVERY (2014)
 QO0112
 QO0112'RECOVERY NOTE BY MN DEPT OF TRANSP 2014 (CXK)
 QO0112'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DK3889 ***********************************************************************
 DK3889  DESIGNATION -  1380 AN RESET
 DK3889  PID         -  DK3889
 DK3889  STATE/COUNTY-  MN/CHISAGO
 DK3889  COUNTRY     -  US
 DK3889  USGS QUAD   -  STACY (2019)
 DK3889
 DK3889                         *CURRENT SURVEY CONTROL
 DK3889  ______________________________________________________________________
 DK3889* NAD 83(1986) POSITION- 45 29 17.61   (N) 092 59 47.28   (W)   HD_HELD1
 DK3889* NAVD 88 ORTHO HEIGHT -   275.558 (meters)      904.06  (feet) ADJUSTED
 DK3889  ______________________________________________________________________
 DK3889  GEOID HEIGHT    -        -28.126 (meters)                     GEOID18
 DK3889  DYNAMIC HEIGHT  -        275.545 (meters)      904.02  (feet) COMP
 DK3889  MODELED GRAVITY -    980,565.1   (mgal)                       NAVD 88
 DK3889
 DK3889  VERT ORDER      -  SECOND    CLASS I
 DK3889
 DK3889.The horizontal coordinates were determined by differentially corrected
 DK3889.hand held GPS observations or other comparable positioning techniques
 DK3889.and have an estimated accuracy of +/- 3 meters.
 DK3889
 DK3889.The orthometric height was determined by differential leveling and
 DK3889.adjusted by the NATIONAL GEODETIC SURVEY
 DK3889.in October 2008.
 DK3889
 DK3889.Significant digits in the geoid height do not necessarily reflect accuracy.
 DK3889.GEOID18 height accuracy estimate available here.
 DK3889
 DK3889.Click photographs - Photos may exist for this station.
 DK3889
 DK3889.The dynamic height is computed by dividing the NAVD 88
 DK3889.geopotential number by the normal gravity value computed on the
 DK3889.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK3889.degrees latitude (g = 980.6199 gals.).
 DK3889
 DK3889.The modeled gravity was interpolated from observed gravity values.
 DK3889
 DK3889;                    North         East    Units  Estimated Accuracy
 DK3889;SPC MN C     -   155,040.8     897,993.0     MT  (+/- 3 meters HH1 GPS) 
 DK3889
 DK3889_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWL0027637188(NAD 83)
 DK3889
 DK3889                          SUPERSEDED SURVEY CONTROL
 DK3889
 DK3889.No superseded survey control is available for this station.
 DK3889
 DK3889_MARKER: DV = VERTICAL CONTROL DISK
 DK3889_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 DK3889+WITH SETTING: PAVEMENT
 DK3889_SP_SET: HIGH SIGN FOOTING
 DK3889_STAMPING: 1380 AN RESET 1987
 DK3889_MARK LOGO: MNDT
 DK3889_MAGNETIC: N = NO MAGNETIC MATERIAL
 DK3889_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DK3889+STABILITY: SURFACE MOTION
 DK3889_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DK3889+SATELLITE: SATELLITE OBSERVATIONS - October 14, 2020
 DK3889
 DK3889  HISTORY     - Date     Condition        Report By
 DK3889  HISTORY     - 1987     MONUMENTED       MNDT
 DK3889  HISTORY     - 20140506 GOOD             MNDT
 DK3889  HISTORY     - 20201014 GOOD             MNDT
 DK3889
 DK3889                          STATION DESCRIPTION
 DK3889
 DK3889'DESCRIBED BY MN DEPT OF TRANSP 1987
 DK3889'1.8 MI (2.9 KM) SOUTH FROM NORTH BRANCH, 1.8 MI (2.9 KM) SOUTH OF
 DK3889'TRUNK HIGHWAY 95 AT NORTH BRANCH, AT INTERSTATE HIGHWAY 35 MILE POINT
 DK3889'146.4, 6.4 MI (10.3 KM) NORTH OF COUNTY ROAD 19 AT STACY, 51.5 FT
 DK3889'(15.7 M) EAST OF NORTHBOUND INTERSTATE HIGHWAY 35, IN WEST SIDE OF
 DK3889'WEST LEG OF HIGHWAY SIGN.
 DK3889
 DK3889                          STATION RECOVERY (2014)
 DK3889
 DK3889'RECOVERY NOTE BY MN DEPT OF TRANSP 2014 (DAS)
 DK3889'RECOVERED AS DESCRIBED.
 DK3889
 DK3889                          STATION RECOVERY (2020)
 DK3889
 DK3889'RECOVERY NOTE BY MN DEPT OF TRANSP 2020 (KMS)
 DK3889'1.8 MI (2.9 KM) SOUTH OF NORTH BRANCH, 1.8 MI (2.9 KM) SOUTH ALONG
 DK3889'INTERSTATE HIGHWAY 35 FROM THE JUNCTION OF INTERSTATE HIGHWAY 35 AND
 DK3889'TRUNK HIGHWAY 95 IN NORTH BRANCH, AT INTERSTATE HIGHWAY 35 MILE POINT
 DK3889'146.4, 6.4 MI (10.3 KM) NORTH OF COUNTY ROAD 19 AT STACY, 51.5 FT
 DK3889'(15.7 M) EAST OF NORTHBOUND INTERSTATE HIGHWAY 35, IN THE WEST SIDE OF
 DK3889'THE WEST LEG OF A HIGHWAY SIGN.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 QO0114 ***********************************************************************
 QO0114  DESIGNATION -  1380 AP
 QO0114  PID         -  QO0114
 QO0114  STATE/COUNTY-  MN/CHISAGO
 QO0114  COUNTRY     -  US
 QO0114  USGS QUAD   -  STACY (2019)
 QO0114
 QO0114                         *CURRENT SURVEY CONTROL
 QO0114  ______________________________________________________________________
 QO0114* NAD 83(1986) POSITION- 45 29 49.85   (N) 092 59 42.18   (W)   HD_HELD1
 QO0114* NAVD 88 ORTHO HEIGHT -   275.810 (meters)      904.89  (feet) ADJUSTED
 QO0114  ______________________________________________________________________
 QO0114  GEOID HEIGHT    -        -28.126 (meters)                     GEOID18
 QO0114  DYNAMIC HEIGHT  -        275.799 (meters)      904.85  (feet) COMP
 QO0114  MODELED GRAVITY -    980,567.0   (mgal)                       NAVD 88
 QO0114
 QO0114  VERT ORDER      -  SECOND    CLASS I
 QO0114
 QO0114.The horizontal coordinates were determined by differentially corrected
 QO0114.hand held GPS observations or other comparable positioning techniques
 QO0114.and have an estimated accuracy of +/- 3 meters.
 QO0114
 QO0114.The orthometric height was determined by differential leveling and
 QO0114.adjusted by the NATIONAL GEODETIC SURVEY
 QO0114.in October 2008.
 QO0114
 QO0114.Significant digits in the geoid height do not necessarily reflect accuracy.
 QO0114.GEOID18 height accuracy estimate available here.
 QO0114
 QO0114.Click photographs - Photos may exist for this station.
 QO0114
 QO0114.The dynamic height is computed by dividing the NAVD 88
 QO0114.geopotential number by the normal gravity value computed on the
 QO0114.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QO0114.degrees latitude (g = 980.6199 gals.).
 QO0114
 QO0114.The modeled gravity was interpolated from observed gravity values.
 QO0114
 QO0114;                    North         East    Units  Estimated Accuracy
 QO0114;SPC MN C     -   156,037.8     898,088.0     MT  (+/- 3 meters HH1 GPS) 
 QO0114
 QO0114_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWL0038638183(NAD 83)
 QO0114
 QO0114                          SUPERSEDED SURVEY CONTROL
 QO0114
 QO0114  NAVD 88 (06/15/91)  275.816  (m)          904.91   (f) SUPERSEDED  2 1
 QO0114  NGVD 29 (??/??/92)  275.752  (m)          904.70   (f) ADJ UNCH    2 1
 QO0114
 QO0114.Superseded values are not recommended for survey control.
 QO0114
 QO0114.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QO0114.See file dsdata.pdf to determine how the superseded data were derived.
 QO0114
 QO0114_MARKER: DV = VERTICAL CONTROL DISK
 QO0114_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 QO0114+WITH SETTING: PAVEMENT
 QO0114_SP_SET: HIGHWAY SIGN FOOTING
 QO0114_STAMPING: 1380 AP 1975
 QO0114_MARK LOGO: MNHD
 QO0114_MAGNETIC: N = NO MAGNETIC MATERIAL
 QO0114_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QO0114+STABILITY: SURFACE MOTION
 QO0114_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 QO0114+SATELLITE: SATELLITE OBSERVATIONS - October 14, 2020
 QO0114
 QO0114  HISTORY     - Date     Condition        Report By
 QO0114  HISTORY     - 1975     MONUMENTED       MNHD
 QO0114  HISTORY     - 1976     GOOD             MNDT
 QO0114  HISTORY     - 20051103 GOOD             MNDT
 QO0114  HISTORY     - 20070612 GOOD             MNDT
 QO0114  HISTORY     - 20140506 GOOD             MNDT
 QO0114  HISTORY     - 20201014 GOOD             MNDT
 QO0114
 QO0114                          STATION DESCRIPTION
 QO0114
 QO0114'DESCRIBED BY MN DEPT OF TRANSP 1976
 QO0114'1 MI S FROM NORTH BRANCH.
 QO0114'THE MARK IS LOCATED 1.0 MILES SOUTH ALONG FAI 35 FROM THE TH 95 BRIDGE
 QO0114'OVER FAI 35 AT NORTH BRANCH.  THE MARK, A STANDARD MNHD VERTICAL
 QO0114'CONTROL MONUMENT (VCM) DISK CEMENTED IN THE CONCRETE BASE OF THE EAST
 QO0114'LEG OF A HIGHWAY INFORMATION SIGN WHICH READS STACY 7 TWIN CITIES 46,
 QO0114'IS 51.5 FEET WEST OF AND ABOUT 2 FEET LOWER THAN THE CENTERLINE OF FAI
 QO0114'35 SOUTHBOUND AND 91.4 FEET SOUTH-SOUTHWEST OF MILEPOST 147. NW 1/4
 QO0114'SECTION 29, T 35N, R 21W.
 QO0114
 QO0114                          STATION RECOVERY (2005)
 QO0114
 QO0114'RECOVERY NOTE BY MN DEPT OF TRANSP 2005 (KNB)
 QO0114'RECOVERED AS DESCRIBED.
 QO0114
 QO0114                          STATION RECOVERY (2007)
 QO0114
 QO0114'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (BLB)
 QO0114'1.0 MILES SOUTH FROM NORTH BRANCH, 1.0 MILES SOUTH OF TRUNK HIGHWAY 95
 QO0114'AT NORTH BRANCH, IN EAST LEG OF BASE OF HIGHWAY SIGN, 51.5 FEET WEST
 QO0114'OF SOUTH-BOUND INTERSTATE HIGHWAY 35, 91.4 FEET SOUTH-SOUTHWEST OF
 QO0114'MILEPOST 147.
 QO0114
 QO0114                          STATION RECOVERY (2014)
 QO0114
 QO0114'RECOVERY NOTE BY MN DEPT OF TRANSP 2014 (DAS)
 QO0114'RECOVERED AS DESCRIBED.
 QO0114
 QO0114                          STATION RECOVERY (2020)
 QO0114
 QO0114'RECOVERY NOTE BY MN DEPT OF TRANSP 2020 (KMS)
 QO0114'1.0 MI (1.6 KM) SOUTH OF NORTH BRANCH, 1.0 MI (1.6 KM) SOUTH ALONG
 QO0114'INTERSTATE HIGHWAY 35 FROM THE JUNCTION OF INTERSTATE HIGHWAY 35 AND
 QO0114'TRUNK HIGHWAY 95 IN NORTH BRANCH, AT INTERSTATE HIGHWAY 35 MILE POINT
 QO0114'147.0, IN THE EAST LEG OF THE BASE OF A HIGHWAY SIGN, 51.5 FT (15.7 M)
 QO0114'WEST OF SOUTHBOUND INTERSTATE HIGHWAY 35, 91.4 FT (27.9 M)
 QO0114'SOUTH-SOUTHWEST OF MILEPOST 147.0.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 QO0362 ***********************************************************************
 QO0362  DESIGNATION -  1380 AQ
 QO0362  PID         -  QO0362
 QO0362  STATE/COUNTY-  MN/CHISAGO
 QO0362  COUNTRY     -  US
 QO0362  USGS QUAD   -  NORTH BRANCH (2019)
 QO0362
 QO0362                         *CURRENT SURVEY CONTROL
 QO0362  ______________________________________________________________________
 QO0362* NAD 83(1986) POSITION- 45 31 27.66   (N) 092 59 27.87   (W)   HD_HELD1
 QO0362* NAVD 88 ORTHO HEIGHT -   279.599 (meters)      917.32  (feet) ADJUSTED
 QO0362  ______________________________________________________________________
 QO0362  GEOID HEIGHT    -        -28.113 (meters)                     GEOID18
 QO0362  DYNAMIC HEIGHT  -        279.589 (meters)      917.28  (feet) COMP
 QO0362  MODELED GRAVITY -    980,575.0   (mgal)                       NAVD 88
 QO0362
 QO0362  VERT ORDER      -  SECOND    CLASS I
 QO0362
 QO0362.The horizontal coordinates were determined by differentially corrected
 QO0362.hand held GPS observations or other comparable positioning techniques
 QO0362.and have an estimated accuracy of +/- 3 meters.
 QO0362
 QO0362.The orthometric height was determined by differential leveling and
 QO0362.adjusted by the NATIONAL GEODETIC SURVEY
 QO0362.in September 2016.
 QO0362
 QO0362.Significant digits in the geoid height do not necessarily reflect accuracy.
 QO0362.GEOID18 height accuracy estimate available here.
 QO0362
 QO0362.Click photographs - Photos may exist for this station.
 QO0362
 QO0362.The dynamic height is computed by dividing the NAVD 88
 QO0362.geopotential number by the normal gravity value computed on the
 QO0362.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QO0362.degrees latitude (g = 980.6199 gals.).
 QO0362
 QO0362.The modeled gravity was interpolated from observed gravity values.
 QO0362
 QO0362;                    North         East    Units  Estimated Accuracy
 QO0362;SPC MN C     -   159,062.0     898,350.7     MT  (+/- 3 meters HH1 GPS) 
 QO0362
 QO0362_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWL0069641201(NAD 83)
 QO0362
 QO0362                          SUPERSEDED SURVEY CONTROL
 QO0362
 QO0362  NAVD 88 (06/15/91)  279.602  (m)          917.33   (f) SUPERSEDED  2 1
 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
 QO0362.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QO0362.See file dsdata.pdf to determine how the superseded data were derived.
 QO0362
 QO0362_MARKER: DV = VERTICAL CONTROL DISK
 QO0362_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 QO0362+WITH SETTING: PAVEMENT
 QO0362_SP_SET: SIGN BASE FOOTING
 QO0362_STAMPING: 1380 AQ 1975
 QO0362_MARK LOGO: MNHD
 QO0362_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 QO0362_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QO0362+STABILITY: SURFACE MOTION
 QO0362_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 QO0362+SATELLITE: SATELLITE OBSERVATIONS - October 14, 2020
 QO0362
 QO0362  HISTORY     - Date     Condition        Report By
 QO0362  HISTORY     - 1975     MONUMENTED       MNHD
 QO0362  HISTORY     - 1976     GOOD             MNDT
 QO0362  HISTORY     - 20070613 GOOD             MNDT
 QO0362  HISTORY     - 20090303 GOOD             MNDT
 QO0362  HISTORY     - 20140507 GOOD             MNDT
 QO0362  HISTORY     - 20201014 GOOD             MNDT
 QO0362
 QO0362                          STATION DESCRIPTION
 QO0362
 QO0362'DESCRIBED BY MN DEPT OF TRANSP 1976
 QO0362'1.4 MI N FROM NORTH BRANCH.
 QO0362'THE MARK IS LOCATED 1.4 MILES NORTH ALONG FAI 35 FROM THE TH 95 BRIDGE
 QO0362'OVER FAI 35 AT NORTH BRANCH, AND 3.8 MILES SOUTH ALONG FAI 35 FROM THE
 QO0362'COUNTY ROAD 10 BRIDGE OVER FAI 35 SOUTHWEST OF HARRIS.  THE MARK, A
 QO0362'STANDARD MNHD VERTICAL CONTROL MONUMENT (VCM) DISK CEMENTED IN A DRILL
 QO0362'HOLE ON THE WEST EDGE OF THE CONCRETE BASE OF THE WEST LEG OF A
 QO0362'HIGHWAY INFORMATION SIGN WHICH READS HARRIS 3 PINE CITY 21 DULUTH 112,
 QO0362'IS 51.5 FEET EAST OF AND ABOUT 2 FEET LOWER THAN THE CENTERLINE OF FAI
 QO0362'35 NORTHBOUND AT MILEPOINT 148.9.  NE1/4SECTION 17, T 35N, R 21W.
 QO0362
 QO0362                          STATION RECOVERY (2007)
 QO0362
 QO0362'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (JJB)
 QO0362'1.4 MILES NORTH FROM NORTH BRANCH, 1.4 MILES NORTH OF TRUNK HIGHWAY 95
 QO0362'AT NORTH BRANCH, AT INTERSTATE HIGHWAY 35 MILEPOINT 148.9, 3.8 MILES
 QO0362'SOUTH OF COUNTY ROAD 10 AT HARRIS, IN WEST EDGE OF BASE OF LEG WEST OF
 QO0362'HIGHWAY SIGN, 51.5 FEET EAST OF NORTHBOUND INTERSTATE HIGHWAY 35.
 QO0362
 QO0362                          STATION RECOVERY (2009)
 QO0362
 QO0362'RECOVERY NOTE BY MN DEPT OF TRANSP 2009 (JBG)
 QO0362'RECOVERED AS DESCRIBED.
 QO0362
 QO0362                          STATION RECOVERY (2014)
 QO0362
 QO0362'RECOVERY NOTE BY MN DEPT OF TRANSP 2014 (DAS)
 QO0362'RECOVERED AS DESCRIBED.
 QO0362
 QO0362                          STATION RECOVERY (2020)
 QO0362
 QO0362'RECOVERY NOTE BY MN DEPT OF TRANSP 2020 (KMS)
 QO0362'IN NORTH BRANCH, 0.9 MI (1.4 KM) NORTH ALONG INTERSTATE HIGHWAY 35
 QO0362'FROM THE JUNCTION OF INTERSTATE HIGHWAY 35 AND TRUNK HIGHWAY 95 IN
 QO0362'NORTH BRANCH, AT INTERSTATE HIGHWAY 35 MILE POINT 148.9, IN THE WEST
 QO0362'EDGE OF THE BASE OF THE LEG WEST OF A HIGHWAY SIGN, 51.5 FT (15.7 M)
 QO0362'EAST OF NORTHBOUND INTERSTATE HIGHWAY 35.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DM5414 ***********************************************************************
 DM5414  DESIGNATION -  1380 AQ 1 RESET
 DM5414  PID         -  DM5414
 DM5414  STATE/COUNTY-  MN/CHISAGO
 DM5414  COUNTRY     -  US
 DM5414  USGS QUAD   -  NORTH BRANCH (2019)
 DM5414
 DM5414                         *CURRENT SURVEY CONTROL
 DM5414  ______________________________________________________________________
 DM5414* NAD 83(1986) POSITION- 45 31 47.37   (N) 092 59 28.18   (W)   HD_HELD1
 DM5414* NAVD 88 ORTHO HEIGHT -   280.009 (meters)      918.66  (feet) ADJUSTED
 DM5414  ______________________________________________________________________
 DM5414  GEOID HEIGHT    -        -28.111 (meters)                     GEOID18
 DM5414  DYNAMIC HEIGHT  -        279.999 (meters)      918.63  (feet) COMP
 DM5414  MODELED GRAVITY -    980,574.4   (mgal)                       NAVD 88
 DM5414
 DM5414  VERT ORDER      -  SECOND    CLASS I
 DM5414
 DM5414.The horizontal coordinates were determined by differentially corrected
 DM5414.hand held GPS observations or other comparable positioning techniques
 DM5414.and have an estimated accuracy of +/- 3 meters.
 DM5414
 DM5414.The orthometric height was determined by differential leveling and
 DM5414.adjusted by the NATIONAL GEODETIC SURVEY
 DM5414.in July 2011.
 DM5414
 DM5414.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM5414.GEOID18 height accuracy estimate available here.
 DM5414
 DM5414.Click photographs - Photos may exist for this station.
 DM5414
 DM5414.The dynamic height is computed by dividing the NAVD 88
 DM5414.geopotential number by the normal gravity value computed on the
 DM5414.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM5414.degrees latitude (g = 980.6199 gals.).
 DM5414
 DM5414.The modeled gravity was interpolated from observed gravity values.
 DM5414
 DM5414;                    North         East    Units  Estimated Accuracy
 DM5414;SPC MN C     -   159,670.4     898,334.3     MT  (+/- 3 meters HH1 GPS) 
 DM5414
 DM5414_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWL0069041810(NAD 83)
 DM5414
 DM5414                          SUPERSEDED SURVEY CONTROL
 DM5414
 DM5414.No superseded survey control is available for this station.
 DM5414
 DM5414_MARKER: DV = VERTICAL CONTROL DISK
 DM5414_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 DM5414+WITH SETTING: PAVEMENT
 DM5414_SP_SET: SIGN BASE FOOTING
 DM5414_STAMPING: 1380 AQ 1 RESET 1987
 DM5414_MARK LOGO: MNDT
 DM5414_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DM5414_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DM5414+STABILITY: SURFACE MOTION
 DM5414_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DM5414+SATELLITE: SATELLITE OBSERVATIONS - October 14, 2020
 DM5414
 DM5414  HISTORY     - Date     Condition        Report By
 DM5414  HISTORY     - 19870401 MONUMENTED       MNDT
 DM5414  HISTORY     - 20140507 GOOD             MNDT
 DM5414  HISTORY     - 20201014 GOOD             MNDT
 DM5414
 DM5414                          STATION DESCRIPTION
 DM5414
 DM5414'DESCRIBED BY MN DEPT OF TRANSP 1987 (MAS)
 DM5414'THE MARK IS LOCATED ABOUT 4.9 MI (7.9 KM) SOUTHEAST OF STARK AND 1.4
 DM5414'MI (2.3 KM) NORTH-NORTHWEST OF NORTH BRANCH.
 DM5414'
 DM5414'TO REACH THE MARK FROM THE JUNCTION OF TRUNK HIGHWAY 95 AND INTERSTATE
 DM5414'35 IN NORTH BRANCH, GO 1.35 NORTH ALONG I35 OR 3.5 MI (5.6 KM) SOUTH
 DM5414'ALONG I35 FROM THE JUNCTION OF TRUNK HIGHWAY 35 AND COUNTY ROAD 10 IN
 DM5414'HARRIS TO I35 MILE POINT 149.2.
 DM5414'
 DM5414'THE MARK IS FOUND 45 FT (13.7 M) WEST OF THE SOUTH BOUND LANES OF
 DM5414'INTERSTATE HIGHWAY 35, IN THE EAST EDGE OF BASE OF EAST LEG OF THE
 DM5414'HIGHWAY 95 NORTH BRANCH CAMBRIDGE EXIT 149 SIGN.
 DM5414
 DM5414                          STATION RECOVERY (2014)
 DM5414
 DM5414'RECOVERY NOTE BY MN DEPT OF TRANSP 2014 (DAS)
 DM5414'THE STATION IS LOCATED ABOUT 6.7 MI (10.8 KM) WEST OF SUNRISE, 4.8 MI
 DM5414'(7.7 KM) SOUTHEAST OF STARK AND 1.4 MI (2.3 KM) NORTH-NORTHWEST OF
 DM5414'NORTH BRANCH.
 DM5414'
 DM5414'TO REACH THE MARK GO 3.5 MI (5.6 KM) SOUTH OF HARRIS, 3.5 MI (5.6 KM)
 DM5414'SOUTH ALONG TRUNK HIGHWAY 35 FROM THE JUNCTION OF TRUNK HIGHWAY 35 AND
 DM5414'COUNTY ROAD 10 IN HARRIS, AT TRUNK HIGHWAY 35 MILE POINT 149.2.
 DM5414'
 DM5414'THE MARK IS LOCATED 60.2 FT (18.3 M) WEST OF SOUTHBOUND INTERSTATE
 DM5414'HIGHWAY 35.  MARK IS IN EAST EDGE OF EAST LEG OF HIGHWAY SIGN.
 DM5414
 DM5414                          STATION RECOVERY (2020)
 DM5414
 DM5414'RECOVERY NOTE BY MN DEPT OF TRANSP 2020 (KMS)
 DM5414'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 QO0364 ***********************************************************************
 QO0364  DESIGNATION -  1380 AR
 QO0364  PID         -  QO0364
 QO0364  STATE/COUNTY-  MN/CHISAGO
 QO0364  COUNTRY     -  US
 QO0364  USGS QUAD   -  NORTH BRANCH (2019)
 QO0364
 QO0364                         *CURRENT SURVEY CONTROL
 QO0364  ______________________________________________________________________
 QO0364* NAD 83(1986) POSITION- 45 32 47.06   (N) 092 59 24.67   (W)   HD_HELD1
 QO0364* NAVD 88 ORTHO HEIGHT -   280.481 (meters)      920.21  (feet) ADJUSTED
 QO0364  ______________________________________________________________________
 QO0364  GEOID HEIGHT    -        -28.097 (meters)                     GEOID18
 QO0364  DYNAMIC HEIGHT  -        280.473 (meters)      920.19  (feet) COMP
 QO0364  MODELED GRAVITY -    980,578.1   (mgal)                       NAVD 88
 QO0364
 QO0364  VERT ORDER      -  SECOND    CLASS I
 QO0364
 QO0364.The horizontal coordinates were determined by differentially corrected
 QO0364.hand held GPS observations or other comparable positioning techniques
 QO0364.and have an estimated accuracy of +/- 3 meters.
 QO0364
 QO0364.The orthometric height was determined by differential leveling and
 QO0364.adjusted by the NATIONAL GEODETIC SURVEY
 QO0364.in June 1991.
 QO0364
 QO0364.Significant digits in the geoid height do not necessarily reflect accuracy.
 QO0364.GEOID18 height accuracy estimate available here.
 QO0364
 QO0364.Click photographs - Photos may exist for this station.
 QO0364
 QO0364.The dynamic height is computed by dividing the NAVD 88
 QO0364.geopotential number by the normal gravity value computed on the
 QO0364.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QO0364.degrees latitude (g = 980.6199 gals.).
 QO0364
 QO0364.The modeled gravity was interpolated from observed gravity values.
 QO0364
 QO0364;                    North         East    Units  Estimated Accuracy
 QO0364;SPC MN C     -   161,514.2     898,381.1     MT  (+/- 3 meters HH1 GPS) 
 QO0364
 QO0364_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWL0076643652(NAD 83)
 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
 QO0364.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QO0364.See file dsdata.pdf to determine how the superseded data were derived.
 QO0364
 QO0364_MARKER: DV = VERTICAL CONTROL DISK
 QO0364_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 QO0364_STAMPING: 1380 AR 1975
 QO0364_MARK LOGO: MNHD
 QO0364_PROJECTION: FLUSH
 QO0364_MAGNETIC: I = MARKER IS A STEEL ROD
 QO0364_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QO0364_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 QO0364+SATELLITE: SATELLITE OBSERVATIONS - May 07, 2014
 QO0364_ROD/PIPE-DEPTH: 12.2 meters
 QO0364
 QO0364  HISTORY     - Date     Condition        Report By
 QO0364  HISTORY     - 1975     MONUMENTED       MNHD
 QO0364  HISTORY     - 1976     GOOD             MNDT
 QO0364  HISTORY     - 20070613 GOOD             MNDT
 QO0364  HISTORY     - 20090303 GOOD             MNDT
 QO0364  HISTORY     - 20140507 GOOD             MNDT
 QO0364
 QO0364                          STATION DESCRIPTION
 QO0364
 QO0364'DESCRIBED BY MN DEPT OF TRANSP 1976
 QO0364'2.5 MI N FROM NORTH BRANCH.
 QO0364'THE MARK IS LOCATED 2.5 MILES NORTH ALONG FAI 35 FROM THE TH 95 BRIDGE
 QO0364'OVER FAI 35 AT NORTH BRANCH, AND 2.4 MILES SOUTH ALONG FAI 35 FROM THE
 QO0364'COUNTY ROAD 10 BRIDGE OVER FAI 35 SOUTHWEST OF HARRIS.  IT IS 95.3
 QO0364'MILES EAST OF AND ABOUT LEVEL WITH THE CENTERLINE OF FAI 35 NORTHBOUND
 QO0364'AT MILEPOINT 150.4, 2.1 FEET WEST OF THE RIGHT OF WAY FENCE, AND 10.5
 QO0364'FEET WEST OF A 15 INCH OAK WHICH IS AT THE SOUTHWEST CORNER OF A GROVE
 QO0364'OF TREES.  THE MARK, A STANDARD MNHD VERTICAL CONTROL MONUMENT (VCM)
 QO0364'DISK FASTENED TO THE TOP OF A 40 FOOT COPPER CLAD STEEL ROD, IS 1.0
 QO0364'FEET WEST OF A STEEL WITNESS POST AND FLUSH WITH THE GROUND. SE 1/4
 QO0364'SECTION 5, T 35N, R 21W.
 QO0364
 QO0364                          STATION RECOVERY (2007)
 QO0364
 QO0364'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (BLB)
 QO0364'2.5 MILES NORTH FROM NORTH BRANCH, 2.5 MILES NORTH OF TRUNK HIGHWAY 95
 QO0364'AT NORTH BRANCH, AT INTERSTATE HIGHWAY 35 MILEPOINT 150.4, 2.4 MILES
 QO0364'SOUTH OF COUNTY ROAD 10 AT HARRIS, 95.3 FEET EAST OF NORTHBOUND
 QO0364'INTERSTATE HIGHWAY 35, 2.1 FEET WEST OF RIGHT OF WAY FENCE, 10.5 FEET
 QO0364'WEST OF 20 INCH AS PER TREE AT SOUTHWEST CORNER OF TREE GROVE, 1.0
 QO0364'FEET WEST OF WITNESS POST.
 QO0364
 QO0364                          STATION RECOVERY (2009)
 QO0364
 QO0364'RECOVERY NOTE BY MN DEPT OF TRANSP 2009 (JBG)
 QO0364'RECOVERED AS DESCRIBED.
 QO0364
 QO0364                          STATION RECOVERY (2014)
 QO0364
 QO0364'RECOVERY NOTE BY MN DEPT OF TRANSP 2014 (DAS)
 QO0364'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 QO0365 ***********************************************************************
 QO0365  DESIGNATION -  1380 AS
 QO0365  PID         -  QO0365
 QO0365  STATE/COUNTY-  MN/CHISAGO
 QO0365  COUNTRY     -  US
 QO0365  USGS QUAD   -  NORTH BRANCH (2019)
 QO0365
 QO0365                         *CURRENT SURVEY CONTROL
 QO0365  ______________________________________________________________________
 QO0365* NAD 83(1986) POSITION- 45 33 35.96   (N) 092 59 25.07   (W)   HD_HELD1
 QO0365* NAVD 88 ORTHO HEIGHT -   278.794 (meters)      914.68  (feet) ADJUSTED
 QO0365  ______________________________________________________________________
 QO0365  GEOID HEIGHT    -        -28.086 (meters)                     GEOID18
 QO0365  DYNAMIC HEIGHT  -        278.786 (meters)      914.65  (feet) COMP
 QO0365  MODELED GRAVITY -    980,581.1   (mgal)                       NAVD 88
 QO0365
 QO0365  VERT ORDER      -  SECOND    CLASS I
 QO0365
 QO0365.The horizontal coordinates were determined by differentially corrected
 QO0365.hand held GPS observations or other comparable positioning techniques
 QO0365.and have an estimated accuracy of +/- 3 meters.
 QO0365
 QO0365.The orthometric height was determined by differential leveling and
 QO0365.adjusted by the NATIONAL GEODETIC SURVEY
 QO0365.in June 1991.
 QO0365
 QO0365.Significant digits in the geoid height do not necessarily reflect accuracy.
 QO0365.GEOID18 height accuracy estimate available here.
 QO0365
 QO0365.Click photographs - Photos may exist for this station.
 QO0365
 QO0365.The dynamic height is computed by dividing the NAVD 88
 QO0365.geopotential number by the normal gravity value computed on the
 QO0365.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QO0365.degrees latitude (g = 980.6199 gals.).
 QO0365
 QO0365.The modeled gravity was interpolated from observed gravity values.
 QO0365
 QO0365;                    North         East    Units  Estimated Accuracy
 QO0365;SPC MN C     -   163,023.6     898,348.4     MT  (+/- 3 meters HH1 GPS) 
 QO0365
 QO0365_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWL0075745161(NAD 83)
 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
 QO0365.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QO0365.See file dsdata.pdf to determine how the superseded data were derived.
 QO0365
 QO0365_MARKER: DV = VERTICAL CONTROL DISK
 QO0365_SETTING: 30 = SET IN A LIGHT STRUCTURE
 QO0365_SP_SET: SIGN BASE FOOTING
 QO0365_STAMPING: 1380 AS 1975
 QO0365_MARK LOGO: MNHD
 QO0365_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 QO0365_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QO0365_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 QO0365+SATELLITE: SATELLITE OBSERVATIONS - May 07, 2014
 QO0365
 QO0365  HISTORY     - Date     Condition        Report By
 QO0365  HISTORY     - 1975     MONUMENTED       MNHD
 QO0365  HISTORY     - 1976     GOOD             MNDT
 QO0365  HISTORY     - 20070613 GOOD             MNDT
 QO0365  HISTORY     - 20090303 GOOD             MNDT
 QO0365  HISTORY     - 20140507 GOOD             MNDT
 QO0365
 QO0365                          STATION DESCRIPTION
 QO0365
 QO0365'DESCRIBED BY MN DEPT OF TRANSP 1976
 QO0365'2.0 MI SSW FROM HARRIS.
 QO0365'THE MARK IS LOCATED 1.5 MILE SOUTH ALONG FAI 35 FROM THE COUNTY ROAD
 QO0365'10 BRIDGE OVER FAI 35 SOUTHWEST OF HARRIS, AND 3.4 MILES NORTH ALONG
 QO0365'FAI 35 FROM THE TH 95 BRIDGE OVER FAI 35 AT NORTH BRANCH.  THE MARK, A
 QO0365'STANDARD MNHD VERTICAL CONTROL MONUMENT (VCM) DISK CEMENTED IN A DRILL
 QO0365'HOLE ON THE WEST EDGE OF THE CONCRETE BASE OF THE WEST LEG OF A
 QO0365'HIGHWAY INFORMATION SIGN WHICH READS COUNTY 10 HARRIS EXIT 1 MILE, IS
 QO0365'51.5 FEET EAST OF AND ABOUT 2 FEET LOWER THAN THE CENTERLINE OF FAI 35
 QO0365'NORTHBOUND AT MILEPOINT 151.2.  SE1/4 SECTION 32, T 36N, R 21W.
 QO0365
 QO0365                          STATION RECOVERY (2007)
 QO0365
 QO0365'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (BLB)
 QO0365'2 MILES SOUTH-SOUTHWEST OF HARRIS, AT INTERSTATE HIGHWAY 35 MILEPOINT
 QO0365'151.2, 1.5 MILES SOUTH OF COUNTY ROAD 10, 3.4 MILES NORTH OF TRUNK
 QO0365'HIGHWAY 95 AT NORTH BRANCH, IN WEST EDGE OF BASE OF WEST LEG OF
 QO0365'HIGHWAY SIGN, 51.5 FEET EAST OF NORTHBOUND INTERSTATE HIGHWAY 35.
 QO0365
 QO0365                          STATION RECOVERY (2009)
 QO0365
 QO0365'RECOVERY NOTE BY MN DEPT OF TRANSP 2009 (JBG)
 QO0365'RECOVERED AS DESCRIBED.
 QO0365
 QO0365                          STATION RECOVERY (2014)
 QO0365
 QO0365'RECOVERY NOTE BY MN DEPT OF TRANSP 2014 (DAS)
 QO0365'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DM5415 ***********************************************************************
 DM5415  DESIGNATION -  1380 AT RESET
 DM5415  PID         -  DM5415
 DM5415  STATE/COUNTY-  MN/CHISAGO
 DM5415  COUNTRY     -  US
 DM5415  USGS QUAD   -  NORTH BRANCH (2019)
 DM5415
 DM5415                         *CURRENT SURVEY CONTROL
 DM5415  ______________________________________________________________________
 DM5415* NAD 83(1986) POSITION- 45 34 03.88   (N) 092 59 27.86   (W)   HD_HELD1
 DM5415* NAVD 88 ORTHO HEIGHT -   278.624 (meters)      914.12  (feet) ADJUSTED
 DM5415  ______________________________________________________________________
 DM5415  GEOID HEIGHT    -        -28.083 (meters)                     GEOID18
 DM5415  DYNAMIC HEIGHT  -        278.617 (meters)      914.10  (feet) COMP
 DM5415  MODELED GRAVITY -    980,581.7   (mgal)                       NAVD 88
 DM5415
 DM5415  VERT ORDER      -  SECOND    CLASS I
 DM5415
 DM5415.The horizontal coordinates were determined by differentially corrected
 DM5415.hand held GPS observations or other comparable positioning techniques
 DM5415.and have an estimated accuracy of +/- 3 meters.
 DM5415
 DM5415.The orthometric height was determined by differential leveling and
 DM5415.adjusted by the NATIONAL GEODETIC SURVEY
 DM5415.in July 2011.
 DM5415
 DM5415.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM5415.GEOID18 height accuracy estimate available here.
 DM5415
 DM5415.Click photographs - Photos may exist for this station.
 DM5415
 DM5415.The dynamic height is computed by dividing the NAVD 88
 DM5415.geopotential number by the normal gravity value computed on the
 DM5415.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM5415.degrees latitude (g = 980.6199 gals.).
 DM5415
 DM5415.The modeled gravity was interpolated from observed gravity values.
 DM5415
 DM5415;                    North         East    Units  Estimated Accuracy
 DM5415;SPC MN C     -   163,884.5     898,274.2     MT  (+/- 3 meters HH1 GPS) 
 DM5415
 DM5415_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWL0069646022(NAD 83)
 DM5415
 DM5415                          SUPERSEDED SURVEY CONTROL
 DM5415
 DM5415.No superseded survey control is available for this station.
 DM5415
 DM5415_MARKER: DV = VERTICAL CONTROL DISK
 DM5415_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DM5415_SP_SET: SIGN BASE FOOTING
 DM5415_STAMPING: 1380 AT RESET 1987
 DM5415_MARK LOGO: MNDT
 DM5415_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DM5415_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DM5415_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DM5415+SATELLITE: SATELLITE OBSERVATIONS - May 07, 2014
 DM5415
 DM5415  HISTORY     - Date     Condition        Report By
 DM5415  HISTORY     - 1987     MONUMENTED       MNDT
 DM5415  HISTORY     - 20140507 GOOD             MNDT
 DM5415
 DM5415                          STATION DESCRIPTION
 DM5415
 DM5415'DESCRIBED BY MN DEPT OF TRANSP 1987 (MAS)
 DM5415'THE MARK IS LOCATED ABOUT 3.9 MI (6.3 KM) NORTH OF NORTH BRANCH AND
 DM5415'3.5 MI (5.6 KM) EAST-SOUTHEAST OF STARK.
 DM5415'
 DM5415'TO REACH THE MARK FROM THE JUNCTION OF TRUNK HIGHWAY 95 AND INTERSTATE
 DM5415'35 IN NORTH BRANCH, GO 4.0 MI (6.4 KM) NORTH ALONG INTERSTATE 35 TO
 DM5415'MILE POINT 151.80.
 DM5415'
 DM5415'THE MARK IS FOUND 51 FT (15.5 M) EAST OF NORTHBOUND INTERSTATE HIGHWAY
 DM5415'35, IN THE WEST EDGE OF THE WEST FOOTING OF A HIGHWAY REST AREA 2 MI
 DM5415'(3.2 KM) SIGN.
 DM5415
 DM5415                          STATION RECOVERY (2014)
 DM5415
 DM5415'RECOVERY NOTE BY MN DEPT OF TRANSP 2014 (DAS)
 DM5415'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 QO0367 ***********************************************************************
 QO0367  DESIGNATION -  1380 AU
 QO0367  PID         -  QO0367
 QO0367  STATE/COUNTY-  MN/CHISAGO
 QO0367  COUNTRY     -  US
 QO0367  USGS QUAD   -  NORTH BRANCH (2019)
 QO0367
 QO0367                         *CURRENT SURVEY CONTROL
 QO0367  ______________________________________________________________________
 QO0367* NAD 83(1986) POSITION- 45 35 44.93   (N) 092 59 45.86   (W)   HD_HELD1
 QO0367* NAVD 88 ORTHO HEIGHT -   282.207 (meters)      925.87  (feet) ADJUSTED
 QO0367  ______________________________________________________________________
 QO0367  GEOID HEIGHT    -        -28.075 (meters)                     GEOID18
 QO0367  DYNAMIC HEIGHT  -        282.200 (meters)      925.85  (feet) COMP
 QO0367  MODELED GRAVITY -    980,582.0   (mgal)                       NAVD 88
 QO0367
 QO0367  VERT ORDER      -  SECOND    CLASS I
 QO0367
 QO0367.The horizontal coordinates were determined by differentially corrected
 QO0367.hand held GPS observations or other comparable positioning techniques
 QO0367.and have an estimated accuracy of +/- 3 meters.
 QO0367
 QO0367.The orthometric height was determined by differential leveling and
 QO0367.adjusted by the NATIONAL GEODETIC SURVEY
 QO0367.in June 1991.
 QO0367
 QO0367.Significant digits in the geoid height do not necessarily reflect accuracy.
 QO0367.GEOID18 height accuracy estimate available here.
 QO0367
 QO0367.Click photographs - Photos may exist for this station.
 QO0367
 QO0367.The dynamic height is computed by dividing the NAVD 88
 QO0367.geopotential number by the normal gravity value computed on the
 QO0367.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QO0367.degrees latitude (g = 980.6199 gals.).
 QO0367
 QO0367.The modeled gravity was interpolated from observed gravity values.
 QO0367
 QO0367;                    North         East    Units  Estimated Accuracy
 QO0367;SPC MN C     -   166,997.6     897,834.6     MT  (+/- 3 meters HH1 GPS) 
 QO0367
 QO0367_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWL0030649141(NAD 83)
 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
 QO0367.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QO0367.See file dsdata.pdf to determine how the superseded data were derived.
 QO0367
 QO0367_MARKER: DV = VERTICAL CONTROL DISK
 QO0367_SETTING: 30 = SET IN A LIGHT STRUCTURE
 QO0367_SP_SET: SIGN BASE FOOTING
 QO0367_STAMPING: 1380 AU 1975
 QO0367_MARK LOGO: MNHD
 QO0367_MAGNETIC: N = NO MAGNETIC MATERIAL
 QO0367_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QO0367_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 QO0367+SATELLITE: SATELLITE OBSERVATIONS - May 07, 2014
 QO0367
 QO0367  HISTORY     - Date     Condition        Report By
 QO0367  HISTORY     - 1975     MONUMENTED       MNHD
 QO0367  HISTORY     - 1976     GOOD             MNDT
 QO0367  HISTORY     - 20070613 GOOD             MNDT
 QO0367  HISTORY     - 20090304 GOOD             MNDT
 QO0367  HISTORY     - 20140507 GOOD             MNDT
 QO0367
 QO0367                          STATION DESCRIPTION
 QO0367
 QO0367'DESCRIBED BY MN DEPT OF TRANSP 1976
 QO0367'1.3 MI NW FROM HARRIS.
 QO0367'THE MARK IS LOCATED 1.3 MILES NORTH ALONG FAI 35 FROM THE COUNTY ROAD
 QO0367'10 BRIDGE OVER FAI 35 SOUTHWEST OF HARRIS, AND 1.3 MILES SOUTH ALONG
 QO0367'FAI 35 FROM THE COUNTY ROAD 9 BRIDGE OVER FAI 35.  IT IS 51.5 FEET
 QO0367'WEST OF AND ABOUT LEVEL WITH THE CENTERLINE OF FAI 35 SOUTHBOUND ABOUT
 QO0367'900 FEET SOUTH OF MILEPOST 154.  THE MARK, A STANDARD MNHD VERTICAL
 QO0367'CONTROL MONUMENT (VCM) DISK, IS CEMENTED INTO A DRILL HOLE IN THE EAST
 QO0367'EDGE OF THE CONCRETE BASE OF THE EAST LEG OF A HIGHWAY INFORMATION
 QO0367'SIGN WHICH READS COUNTY 10 HARRIS EXIT 1 MILE.  NW1/4 SECTION 20, T
 QO0367'36N, R 21W.
 QO0367
 QO0367                          STATION RECOVERY (2007)
 QO0367
 QO0367'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (JJB)
 QO0367'1.3 MILES NORTHWEST FROM HARRIS, 1.3 MILES NORTH OF COUNTY ROAD 10 AT
 QO0367'HARRIS, 1.3 MILES SOUTH OF COUNTY ROAD 9, 51.5 FEET WEST OF
 QO0367'SOUTH-BOUND INTERSTATE HIGHWAY 35, 900 FEET SOUTH OF MILEPOST 154, IN
 QO0367'EAST EDGE OF EAST BASE OF LEG OF HIGHWAY SIGN.
 QO0367
 QO0367                          STATION RECOVERY (2009)
 QO0367
 QO0367'RECOVERY NOTE BY MN DEPT OF TRANSP 2009 (MAS)
 QO0367'RECOVERED AS DESCRIBED.
 QO0367
 QO0367                          STATION RECOVERY (2014)
 QO0367
 QO0367'RECOVERY NOTE BY MN DEPT OF TRANSP 2014 (DAS)
 QO0367'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 QO0368 ***********************************************************************
 QO0368  DESIGNATION -  1380 AV
 QO0368  PID         -  QO0368
 QO0368  STATE/COUNTY-  MN/CHISAGO
 QO0368  COUNTRY     -  US
 QO0368  USGS QUAD   -  RUSH CITY (2019)
 QO0368
 QO0368                         *CURRENT SURVEY CONTROL
 QO0368  ______________________________________________________________________
 QO0368* NAD 83(1986) POSITION- 45 37 46.38   (N) 092 59 30.22   (W)   HD_HELD1
 QO0368* NAVD 88 ORTHO HEIGHT -   282.826 (meters)      927.91  (feet) ADJUSTED
 QO0368  ______________________________________________________________________
 QO0368  GEOID HEIGHT    -        -28.032 (meters)                     GEOID18
 QO0368  DYNAMIC HEIGHT  -        282.819 (meters)      927.88  (feet) COMP
 QO0368  MODELED GRAVITY -    980,582.5   (mgal)                       NAVD 88
 QO0368
 QO0368  VERT ORDER      -  SECOND    CLASS I
 QO0368
 QO0368.The horizontal coordinates were determined by differentially corrected
 QO0368.hand held GPS observations or other comparable positioning techniques
 QO0368.and have an estimated accuracy of +/- 3 meters.
 QO0368
 QO0368.The orthometric height was determined by differential leveling and
 QO0368.adjusted by the NATIONAL GEODETIC SURVEY
 QO0368.in June 1991.
 QO0368
 QO0368.Significant digits in the geoid height do not necessarily reflect accuracy.
 QO0368.GEOID18 height accuracy estimate available here.
 QO0368
 QO0368.Click photographs - Photos may exist for this station.
 QO0368
 QO0368.The dynamic height is computed by dividing the NAVD 88
 QO0368.geopotential number by the normal gravity value computed on the
 QO0368.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QO0368.degrees latitude (g = 980.6199 gals.).
 QO0368
 QO0368.The modeled gravity was interpolated from observed gravity values.
 QO0368
 QO0368;                    North         East    Units  Estimated Accuracy
 QO0368;SPC MN C     -   170,752.1     898,113.9     MT  (+/- 3 meters HH1 GPS) 
 QO0368
 QO0368_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWL0064452889(NAD 83)
 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
 QO0368.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QO0368.See file dsdata.pdf to determine how the superseded data were derived.
 QO0368
 QO0368_MARKER: DV = VERTICAL CONTROL DISK
 QO0368_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 QO0368_STAMPING: 1380 AV 1975
 QO0368_MARK LOGO: MNHD
 QO0368_PROJECTION: FLUSH
 QO0368_MAGNETIC: I = MARKER IS A STEEL ROD
 QO0368_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QO0368_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 QO0368+SATELLITE: SATELLITE OBSERVATIONS - May 07, 2014
 QO0368_ROD/PIPE-DEPTH: 11.9 meters
 QO0368
 QO0368  HISTORY     - Date     Condition        Report By
 QO0368  HISTORY     - 1975     MONUMENTED       MNHD
 QO0368  HISTORY     - 1976     GOOD             MNDT
 QO0368  HISTORY     - 20070613 GOOD             MNDT
 QO0368  HISTORY     - 20090303 GOOD             MNDT
 QO0368  HISTORY     - 20140507 GOOD             MNDT
 QO0368
 QO0368                          STATION DESCRIPTION
 QO0368
 QO0368'DESCRIBED BY MN DEPT OF TRANSP 1976
 QO0368'4.0 MI SSW FROM RUSH CITY.
 QO0368'THE MARK IS LOCATED 1.4 MILES WEST ALONG TH 361 FROM THE JUNCTION OF
 QO0368'TH 361 AND COUNTY ROAD 30 IN RUSH CITY, THENCE 3.6 MILES SOUTH ALONG
 QO0368'FAI 35 FROM THE TH 361 BRIDGE OVER FAI 35, 1.0 MILES NORTH OF THE
 QO0368'COUNTY ROAD 9 BRIDGE OVER FAI 35.  IT IS 96.0 FEET EAST OF AND ABOUT
 QO0368'LEVEL WITH THE CENTERLINE OF FAI 35 NORTHBOUND AT MILEPOINT 156.2, 3.0
 QO0368'FEET WEST OF THE RIGHT OF WAY FENCE, 48.5 FEET SOUTH OF A T FENCE EAST
 QO0368'WHICH IS AT THE NORTH WEST CORNER OF A WOODS, AND 12.5 FEET SOUTHEAST
 QO0368'OF A TWIN 6 INCH BIRCH.  THE MARK, A STANDARD MNHD VERTICAL CONTROL
 QO0368'MONUMENT (VCM) DISK CRIMPED TO THE TOP OF A 39 FOOT COPPER CLAD STEEL
 QO0368'ROD, IS 1.0 FEET WEST OF A STEEL WITNESS POST AND FLUSH WITH THE
 QO0368'GROUND.  NE1/4 SECTION 8, T 36N, R 21W.
 QO0368
 QO0368                          STATION RECOVERY (2007)
 QO0368
 QO0368'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (BLB)
 QO0368'4 MILES SOUTH-SOUTHWEST OF RUSH CITY, 1.4 MILES WEST ALONG TRUNK
 QO0368'HIGHWAY 361 FROM THE JUNCTION OF TRUNK HIGHWAY AND COUNTY ROAD 30 IN
 QO0368'RUSH CITY, AT INTERSTATE HIGHWAY 35 MILEPOINT 156.2, 3.6 MILES SOUTH
 QO0368'OF TRUNK HIGHWAY 361 BRIDGE, 1 MILES NORTH OF COUNTY ROAD 9, 96 FEET
 QO0368'EAST OF NORTHBOUND INTERSTATE HIGHWAY 35, 3 FEET WEST OF RIGHT OF WAY
 QO0368'FENCE, 48.5 FEET SOUTH OF TEE-FENCE EAST, AT NORTHWEST CORNER OF
 QO0368'WOODS, 1 FEET WEST OF WITNESS POST.
 QO0368
 QO0368                          STATION RECOVERY (2009)
 QO0368
 QO0368'RECOVERY NOTE BY MN DEPT OF TRANSP 2009 (JBG)
 QO0368'RECOVERED AS DESCRIBED.
 QO0368
 QO0368                          STATION RECOVERY (2014)
 QO0368
 QO0368'RECOVERY NOTE BY MN DEPT OF TRANSP 2014 (DAS)
 QO0368'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 QO0370 ***********************************************************************
 QO0370  DESIGNATION -  1380 AX
 QO0370  PID         -  QO0370
 QO0370  STATE/COUNTY-  MN/CHISAGO
 QO0370  COUNTRY     -  US
 QO0370  USGS QUAD   -  RUSH CITY (2019)
 QO0370
 QO0370                         *CURRENT SURVEY CONTROL
 QO0370  ______________________________________________________________________
 QO0370* NAD 83(2011) POSITION- 45 39 32.33019(N) 092 59 30.32600(W)   ADJUSTED
 QO0370* NAD 83(2011) ELLIP HT-   254.813 (meters)        (06/27/12)   ADJUSTED
 QO0370* NAD 83(2011) EPOCH   -  2010.00
 QO0370* NAVD 88 ORTHO HEIGHT -   282.817 (meters)      927.88  (feet) ADJUSTED
 QO0370  ______________________________________________________________________
 QO0370  GEOID HEIGHT    -        -28.010 (meters)                     GEOID18
 QO0370  NAD 83(2011) X  -   -233,074.337 (meters)                     COMP
 QO0370  NAD 83(2011) Y  - -4,459,598.777 (meters)                     COMP
 QO0370  NAD 83(2011) Z  -  4,539,018.730 (meters)                     COMP
 QO0370  LAPLACE CORR    -         10.04  (seconds)                    DEFLEC18
 QO0370  DYNAMIC HEIGHT  -        282.810 (meters)      927.85  (feet) COMP
 QO0370  MODELED GRAVITY -    980,584.8   (mgal)                       NAVD 88
 QO0370
 QO0370  VERT ORDER      -  SECOND    CLASS I
 QO0370
 QO0370  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 QO0370  Standards:
 QO0370         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 QO0370            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 QO0370  -------------------------------------------------------------------
 QO0370  NETWORK    0.33   0.55           0.15   0.11   0.28      0.05172926
 QO0370  -------------------------------------------------------------------
 QO0370  Click here for local accuracies and other accuracy information.
 QO0370
 QO0370.The horizontal coordinates were established by GPS observations
 QO0370.and adjusted by the National Geodetic Survey in June 2012.
 QO0370
 QO0370.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 QO0370.been affixed to the stable North American tectonic plate. See 
 QO0370.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 QO0370
 QO0370.The horizontal coordinates are valid at the epoch date displayed above
 QO0370.which is a decimal equivalence of Year/Month/Day.
 QO0370
 QO0370.The orthometric height was determined by differential leveling and
 QO0370.adjusted by the NATIONAL GEODETIC SURVEY
 QO0370.in June 1991.
 QO0370
 QO0370.Significant digits in the geoid height do not necessarily reflect accuracy.
 QO0370.GEOID18 height accuracy estimate available here.
 QO0370
 QO0370.Click photographs - Photos may exist for this station.
 QO0370
 QO0370.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 QO0370
 QO0370.The Laplace correction was computed from DEFLEC18 derived deflections.
 QO0370
 QO0370.The ellipsoidal height was determined by GPS observations
 QO0370.and is referenced to NAD 83.
 QO0370
 QO0370.The dynamic height is computed by dividing the NAVD 88
 QO0370.geopotential number by the normal gravity value computed on the
 QO0370.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QO0370.degrees latitude (g = 980.6199 gals.).
 QO0370
 QO0370.The modeled gravity was interpolated from observed gravity values.
 QO0370
 QO0370. The following values were computed from the NAD 83(2011) position.
 QO0370
 QO0370;                    North         East     Units Scale Factor Converg.
 QO0370;SPC MN C     -   174,022.688   898,059.680   MT  0.99999110   +0 54 36.7
 QO0370;SPC MN C     -   570,939.44  2,946,384.13   sFT  0.99999110   +0 54 36.7
 QO0370;UTM  15      - 5,056,159.067   500,642.167   MT  0.99960001   +0 00 21.2
 QO0370
 QO0370!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QO0370!SPC MN C     -   0.99996005  x   0.99999110  =   0.99995115
 QO0370!UTM  15      -   0.99996005  x   0.99960001  =   0.99956008
 QO0370
 QO0370_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWL0064256159(NAD 83)
 QO0370
 QO0370                          SUPERSEDED SURVEY CONTROL
 QO0370
 QO0370  NAD 83(2007)-  45 39 32.33018(N)    092 59 30.32652(W) AD(2002.00) 0
 QO0370  ELLIP H (02/10/07)  254.821  (m)                       GP(2002.00)    
 QO0370  NAD 83(1996)-  45 39 32.32991(N)    092 59 30.32593(W) AD(       ) 1
 QO0370  ELLIP H (08/10/98)  254.872  (m)                       GP(       ) 3 1
 QO0370  NAVD 88             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
 QO0370.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QO0370.See file dsdata.pdf to determine how the superseded data were derived.
 QO0370
 QO0370_MARKER: DV = VERTICAL CONTROL DISK
 QO0370_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 QO0370_STAMPING: 1380 AX 1975
 QO0370_MARK LOGO: MNHD
 QO0370_PROJECTION: RECESSED 8 CENTIMETERS
 QO0370_MAGNETIC: I = MARKER IS A STEEL ROD
 QO0370_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QO0370_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QO0370+SATELLITE: SATELLITE OBSERVATIONS - August 18, 2014
 QO0370_ROD/PIPE-DEPTH: 12.2 meters
 QO0370
 QO0370  HISTORY     - Date     Condition        Report By
 QO0370  HISTORY     - 19750401 MONUMENTED       MNHD
 QO0370  HISTORY     - 1976     GOOD             MNDT
 QO0370  HISTORY     - 19930907 GOOD             MNDT
 QO0370  HISTORY     - 20060615 GOOD             MNDT
 QO0370  HISTORY     - 20070614 GOOD             MNDT
 QO0370  HISTORY     - 20090303 GOOD             MNDT
 QO0370  HISTORY     - 20140507 GOOD             MNDT
 QO0370  HISTORY     - 20140818 GOOD             MNDT
 QO0370
 QO0370                          STATION DESCRIPTION
 QO0370
 QO0370'DESCRIBED BY MN DEPT OF TRANSP 1976
 QO0370'2.2 MI SW FROM RUSH CITY.
 QO0370'THE MARK IS LOCATED 1.4 MILES WEST ALONG TH 361 FROM THE JUNCTION OF
 QO0370'TH 361 AND COUNTY ROAD 30 IN RUSH CITY, THENCE 1.7 MILES SOUTH ALONG
 QO0370'FAI 35 FROM THE TH 361 BRIDGE OVER FAI 35, AND 0.8 MILES SOUTH OF THE
 QO0370'COUNTY ROAD 7 BRIDGE OVER FAI 35.  IT IS 96.5 FEET EAST OF AND ABOUT 4
 QO0370'FEET HIGHER THAN THE CENTERLINE OF FAI 35 NORTHBOUND AT MILEPOINT
 QO0370'158.25, 2.2 FEET WEST OF THE RIGHT OF WAY FENCE, 17 FEET NORTH OF THE
 QO0370'CENTER OF A TERMINATED TOWNSHIP ROAD, 50 FEET SOUTHWEST OF THE
 QO0370'SOUTHWEST CORNER OF A WOODS, 77.0 FEET NORTHEAST OF THE EAST END OF A
 QO0370'36 INCH CONCRETE PIPE UNDER FAI 35, AND 40.3 FEET NORTH-NORTHWEST OF
 QO0370'POWER POLE (NO. 107).  THE MARK, A STANDARD MNHD VERTICAL CONTROL
 QO0370'MONUMENT (VCM) DISK FASTENED TO THE TOP OF A 40 FOOT COPPER CLAD STEEL
 QO0370'ROD, IS 1.0 FEET WEST OF A STEEL WITNESS POST AND PROJECTS 2 INCHES.
 QO0370'SE1/4 SECTION 29, T 37N, R 21W.
 QO0370
 QO0370                          STATION RECOVERY (1993)
 QO0370
 QO0370'RECOVERY NOTE BY MN DEPT OF TRANSP 1993 (DKH)
 QO0370'THE MARK WAS RECOVERED IN GOOD CONDITION.  THE MARK IS LOCATED ABOUT
 QO0370'2.25 MI (3.62 KM) SW OF THE TOWN OF RUSH CITY, 1.7 MI (2.7 KM) SOUTH
 QO0370'ON FAI 35 FROM THE JCT OF TH 361 AND FAI 35, 0.8 MI (1.3 KM) SOUTH OF
 QO0370'CO RD 7, AT FAI 35 MP 158.25, 96.5 FT (29.4 M) EAST OF NB FAI 35, 77
 QO0370'FT (23.5 M) NE OF A PIPE, 50 FT (15.2 M) SW OF THE SW COR OF THE
 QO0370'WOODS, 17 FT (5.2 M) NORTH OF A DEAD END RD, 2.2 FT (0.7 M) WEST OF A
 QO0370'FENCE, AND 1.0 FT (0.3 M) WEST OF A WIT POST.  RECOVERED AND DESCRIBED
 QO0370'BY DAVID K HERDER, TYPED BY G.W.O.
 QO0370
 QO0370                          STATION RECOVERY (2006)
 QO0370
 QO0370'RECOVERY NOTE BY MN DEPT OF TRANSP 2006 (MAS)
 QO0370'2.2 MILES SOUTHWEST OF RUSH CITY, AT INTERSTATE HIGHWAY 35 MILEPOINT
 QO0370'158.25, 1.7 MILES SOUTH OF TRUNK HIGHWAY 361, 0.8 MILES SOUTH OF
 QO0370'COUNTY ROAD 7, 40.3 FEET NORTH-NORTHWEST OF POWER POLE, 96.5 FEET EAST
 QO0370'OF NORTHBOUND INTERSTATE HIGHWAY 35, 2.2 FEET WEST OF FENCE, 17 FEET
 QO0370'NORTH OF DEAD END ROAD, 50 FEET SOUTHWEST OF SOUTHWEST CORNER OF
 QO0370'WOODS, 77 FEET NORTHEAST OF CULVERT, 1.0 FEET WEST OF WITNESS POST.
 QO0370
 QO0370                          STATION RECOVERY (2007)
 QO0370
 QO0370'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (BLB)
 QO0370'2.2 MILES SOUTHWEST OF RUSH CITY, AT INTERSTATE HIGHWAY 35 MILEPOINT
 QO0370'158.25, 1.7 MILES SOUTH OF TRUNK HIGHWAY 361, 0.8 MILES SOUTH OF
 QO0370'COUNTY ROAD 7, 40.3 FEET NORTH-NORTHWEST OF POWER POLE, 96.5 FEET EAST
 QO0370'OF NORTHBOUND INTERSTATE HIGHWAY 35, 2.2 FEET WEST OF FENCE, 17 FEET
 QO0370'NORTH OF DEAD END ROAD, 50 FEET SOUTHWEST OF SOUTHWEST CORNER OF
 QO0370'WOODS, 77 FEET NORTHEAST OF CULVERT, 1.0 FEET WEST OF WITNESS POST.
 QO0370
 QO0370                          STATION RECOVERY (2009)
 QO0370
 QO0370'RECOVERY NOTE BY MN DEPT OF TRANSP 2009 (MPP)
 QO0370'THE MARK WAS RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.
 QO0370'THE MARK IS 2.2 MILES SOUTHWEST OF RUSH CITY, AT INTERSTATE HIGHWAY 35
 QO0370'MILEPOINT 158.25, 1.7 MILES SOUTH OF TRUNK HIGHWAY 361, 0.8 MILE SOUTH
 QO0370'OF COUNTY ROAD 7, 96.5 FEET EAST OF NORTHBOUND INTERSTATE HIGHWAY 35,
 QO0370'77 FEET NORTHEAST OF CULVERT, 50 FEET SOUTHWEST OF SOUTHWEST CORNER OF
 QO0370'WOODS, 40.3 FEET NORTH-NORTHWEST OF POWER POLE, 17 FEET NORTH OF DEAD
 QO0370'END ROAD, 2.2 FEET WEST OF FENCE, 1.0 FOOT WEST OF WITNESS POST.
 QO0370
 QO0370                          STATION RECOVERY (2014)
 QO0370
 QO0370'RECOVERY NOTE BY MN DEPT OF TRANSP 2014 (DAS)
 QO0370'RECOVERED AS DESCRIBED.
 QO0370
 QO0370                          STATION RECOVERY (2014)
 QO0370
 QO0370'RECOVERY NOTE BY MN DEPT OF TRANSP 2014 (MPP)
 QO0370'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 QO0371 ***********************************************************************
 QO0371  DESIGNATION -  1380 AY
 QO0371  PID         -  QO0371
 QO0371  STATE/COUNTY-  MN/CHISAGO
 QO0371  COUNTRY     -  US
 QO0371  USGS QUAD   -  RUSH CITY (2019)
 QO0371
 QO0371                         *CURRENT SURVEY CONTROL
 QO0371  ______________________________________________________________________
 QO0371* NAD 83(1986) POSITION- 45 40 16.07   (N) 092 59 30.34   (W)   HD_HELD1
 QO0371* NAVD 88 ORTHO HEIGHT -   288.878 (meters)      947.76  (feet) ADJUSTED
 QO0371  ______________________________________________________________________
 QO0371  GEOID HEIGHT    -        -27.999 (meters)                     GEOID18
 QO0371  DYNAMIC HEIGHT  -        288.871 (meters)      947.74  (feet) COMP
 QO0371  MODELED GRAVITY -    980,585.4   (mgal)                       NAVD 88
 QO0371
 QO0371  VERT ORDER      -  SECOND    CLASS I
 QO0371
 QO0371.The horizontal coordinates were determined by differentially corrected
 QO0371.hand held GPS observations or other comparable positioning techniques
 QO0371.and have an estimated accuracy of +/- 3 meters.
 QO0371
 QO0371.The orthometric height was determined by differential leveling and
 QO0371.adjusted by the NATIONAL GEODETIC SURVEY
 QO0371.in September 2016.
 QO0371
 QO0371.Significant digits in the geoid height do not necessarily reflect accuracy.
 QO0371.GEOID18 height accuracy estimate available here.
 QO0371
 QO0371.Click photographs - Photos may exist for this station.
 QO0371
 QO0371.The dynamic height is computed by dividing the NAVD 88
 QO0371.geopotential number by the normal gravity value computed on the
 QO0371.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QO0371.degrees latitude (g = 980.6199 gals.).
 QO0371
 QO0371.The modeled gravity was interpolated from observed gravity values.
 QO0371
 QO0371;                    North         East    Units  Estimated Accuracy
 QO0371;SPC MN C     -   175,372.9     898,037.9     MT  (+/- 3 meters HH1 GPS) 
 QO0371
 QO0371_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWL0064157508(NAD 83)
 QO0371
 QO0371                          SUPERSEDED SURVEY CONTROL
 QO0371
 QO0371  NAVD 88 (06/15/91)  288.885  (m)          947.78   (f) SUPERSEDED  2 1
 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
 QO0371.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QO0371.See file dsdata.pdf to determine how the superseded data were derived.
 QO0371
 QO0371_MARKER: DB = BENCH MARK DISK
 QO0371_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 QO0371_SP_SET: BRIDGE ABUTMENT
 QO0371_STAMPING: 1380 AY 1975
 QO0371_MARK LOGO: MNHD
 QO0371_MAGNETIC: N = NO MAGNETIC MATERIAL
 QO0371_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QO0371_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 QO0371+SATELLITE: SATELLITE OBSERVATIONS - May 08, 2014
 QO0371
 QO0371  HISTORY     - Date     Condition        Report By
 QO0371  HISTORY     - 19750401 MONUMENTED       MNHD
 QO0371  HISTORY     - 1976     GOOD             MNDT
 QO0371  HISTORY     - 20070614 GOOD             MNDT
 QO0371  HISTORY     - 20140508 GOOD             MNDT
 QO0371
 QO0371                          STATION DESCRIPTION
 QO0371
 QO0371'DESCRIBED BY MN DEPT OF TRANSP 1976
 QO0371'1.7 MI SW FROM RUSH CITY.
 QO0371'THE MARK IS LOCATED 1.4 MILES WEST ALONG TH 361 FROM THE JUNCTION OF
 QO0371'TH 361 AND COUNTY ROAD 30 IN RUSH CITY, THENCE 0.9 MILES SOUTH ALONG
 QO0371'FAI 35 FROM THE TH 361 BRIDGE OVER FAI 35, AT MILEPOINT 159.0.  THE
 QO0371'MARK, A STANDARD MNHD BENCH MARK (BM) DISK, IS 23 FEET SOUTHEAST OF
 QO0371'THE CENTERLINE OF BRIDGE NO. 13811, COUNTY ROAD 7 OVER FAI 35 AND SET
 QO0371'IN A DRILL HOLE IN THE SOUTHEAST ABUTMENT OF THE BRIDGE.  NE1/4
 QO0371'SECTION 29, T 37N, R 21W.
 QO0371
 QO0371                          STATION RECOVERY (2007)
 QO0371
 QO0371'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (BLB)
 QO0371'1.7 MILES SOUTHWEST FROM RUSH CITY, 1.4 MILES WEST ALONG TRUNK HIGHWAY
 QO0371'361 FROM THE JUNCTION OF TRUNK HIGHWAY 361 AND COUNTY ROAD 30 IN RUSH
 QO0371'CITY, THENCE, 0.9 MILES SOUTH OF TRUNK HIGHWAY 361 AT RUSH CITY, AT
 QO0371'MILEPOINT 159.0, 23 FEET SOUTHEAST OF COUNTY ROAD 7, IN SOUTHEAST
 QO0371'CORNER OF COUNTY ROAD 7 BRIDGE 13811 OVER INTERSTATE HIGHWAY 35.
 QO0371
 QO0371                          STATION RECOVERY (2014)
 QO0371
 QO0371'RECOVERY NOTE BY MN DEPT OF TRANSP 2014 (DAS)
 QO0371'THE STATION IS LOCATED ABOUT 9.4 MI (15.1 KM) EAST-SOUTHEAST OF
 QO0371'BRAHAM, 7.1 MI (11.4 KM) NORTH-NORTHEAST OF STARK AND 1.6 MI (2.6 KM)
 QO0371'SOUTHWEST OF RUSH CITY.
 QO0371'
 QO0371'TO REACH THE MARK GO 0.4 MI (0.6 KM) EAST ALONG COUNTY ROAD 1 FROM THE
 QO0371'JUNCTION OF COUNTY ROAD 1 AND INTERSTATE HIGHWAY 35 IN RUSH CITY,
 QO0371'THEN, 0.4 MI (0.6 KM) SOUTH ALONG COUNTY ROAD 39, THEN 0.6 MI (1.0 KM)
 QO0371'WEST ALONG COUNTY ROAD 7 TO MARK, AT INTERSTATE HIGHWAY 35 MILE POINT
 QO0371'159.0.
 QO0371'
 QO0371'THE MARK IS LOCATED 23 FT (7.0 M) SOUTHEAST OF COUNTY ROAD 7, IN
 QO0371'SOUTHEAST CORNER OF COUNTY ROAD 7 BRIDGE NUMBER 13811 OVER INTERSTATE
 QO0371'HIGHWAY 35.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 QO0373 ***********************************************************************
 QO0373  DESIGNATION -  1380 AZ
 QO0373  PID         -  QO0373
 QO0373  STATE/COUNTY-  MN/CHISAGO
 QO0373  COUNTRY     -  US
 QO0373  USGS QUAD   -  RUSH CITY (2019)
 QO0373
 QO0373                         *CURRENT SURVEY CONTROL
 QO0373  ______________________________________________________________________
 QO0373* NAD 83(1986) POSITION- 45 41 59.37   (N) 092 59 30.65   (W)   HD_HELD1
 QO0373* NAVD 88 ORTHO HEIGHT -   283.955 (meters)      931.61  (feet) ADJUSTED
 QO0373  ______________________________________________________________________
 QO0373  GEOID HEIGHT    -        -27.970 (meters)                     GEOID18
 QO0373  DYNAMIC HEIGHT  -        283.948 (meters)      931.59  (feet) COMP
 QO0373  MODELED GRAVITY -    980,585.6   (mgal)                       NAVD 88
 QO0373
 QO0373  VERT ORDER      -  SECOND    CLASS I
 QO0373
 QO0373.The horizontal coordinates were determined by differentially corrected
 QO0373.hand held GPS observations or other comparable positioning techniques
 QO0373.and have an estimated accuracy of +/- 3 meters.
 QO0373
 QO0373.The orthometric height was determined by differential leveling and
 QO0373.adjusted by the NATIONAL GEODETIC SURVEY
 QO0373.in June 1991.
 QO0373
 QO0373.Significant digits in the geoid height do not necessarily reflect accuracy.
 QO0373.GEOID18 height accuracy estimate available here.
 QO0373
 QO0373.Click photographs - Photos may exist for this station.
 QO0373
 QO0373.The dynamic height is computed by dividing the NAVD 88
 QO0373.geopotential number by the normal gravity value computed on the
 QO0373.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QO0373.degrees latitude (g = 980.6199 gals.).
 QO0373
 QO0373.The modeled gravity was interpolated from observed gravity values.
 QO0373
 QO0373;                    North         East    Units  Estimated Accuracy
 QO0373;SPC MN C     -   178,561.6     897,980.6     MT  (+/- 3 meters HH1 GPS) 
 QO0373
 QO0373_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWL0063460696(NAD 83)
 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
 QO0373.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QO0373.See file dsdata.pdf to determine how the superseded data were derived.
 QO0373
 QO0373_MARKER: DV = VERTICAL CONTROL DISK
 QO0373_SETTING: 30 = SET IN A LIGHT STRUCTURE
 QO0373_SP_SET: SIGN BASE FOOTING
 QO0373_STAMPING: 1380 AZ 1975
 QO0373_MARK LOGO: MNHD
 QO0373_MAGNETIC: N = NO MAGNETIC MATERIAL
 QO0373_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QO0373_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 QO0373+SATELLITE: SATELLITE OBSERVATIONS - August 14, 2014
 QO0373
 QO0373  HISTORY     - Date     Condition        Report By
 QO0373  HISTORY     - 1975     MONUMENTED       MNHD
 QO0373  HISTORY     - 1976     GOOD             MNDT
 QO0373  HISTORY     - 20070614 GOOD             MNDT
 QO0373  HISTORY     - 20140814 GOOD             MNDT
 QO0373
 QO0373                          STATION DESCRIPTION
 QO0373
 QO0373'DESCRIBED BY MN DEPT OF TRANSP 1976
 QO0373'1.8 MI NW FROM RUSH CITY.
 QO0373'THE MARK IS LOCATED 1.4 MILES WEST ALONG TH 361 FROM THE JUNCTION OF
 QO0373'TH 361 AND COUNTY ROAD 30 IN RUSH CITY, THENCE 1.1 MILES NORTH ALONG
 QO0373'FAI 35 FROM THE TH 361 BRIDGE OVER FAI 35, AND 1.2 MILES SOUTH OF THE
 QO0373'COUNTY ROAD 3 BRIDGE OVER FAI 35.  IT IS 250 FEET NORTH OF MILEPOST
 QO0373'161 AND 59.5 FEET EAST OF AND ABOUT 3 FEET LOWER THAN THE CENTERLINE
 QO0373'OF FAI 35 NORTHBOUND.  THE MARK, A STANDARD MNHD VERTICAL CONTROL
 QO0373'MONUMENT (VCM) DISK, IS CEMENTED IN A DRILL HOLE IN THE WEST EDGE OF
 QO0373'THE EAST LEG OF A HIGHWAY INFORMATION SIGN WHICH READS MINN 70 4 PINE
 QO0373'CITY 8 DULUTH 99.  NE1/4 SECTION 17, T 37N, R 21W.
 QO0373
 QO0373                          STATION RECOVERY (2007)
 QO0373
 QO0373'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (JJB)
 QO0373'1.8 MILES NORTHWEST FROM RUSH CITY, 1.4 MILES WEST ALONG TRUNK HIGHWAY
 QO0373'361 FROM THE JUNCTION OF TRUNK HIGHWAY 361 AND COUNTY ROAD 30 IN RUSH
 QO0373'CITY, THEN 1.1 MILES NORTH ON INTERSTATE 35W, 1.2 MILES SOUTH OF
 QO0373'COUNTY ROAD 3, 250 FEET NORTH OF MILEPOST 161, 59.5 FEET EAST OF
 QO0373'NORTHBOUND INTERSTATE HIGHWAY 35, IN WEST EDGE OF BASE OF EAST LEG OF
 QO0373'HIGHWAY SIGN.
 QO0373
 QO0373                          STATION RECOVERY (2014)
 QO0373
 QO0373'RECOVERY NOTE BY MN DEPT OF TRANSP 2014 (BK)
 QO0373'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DL7532 ***********************************************************************
 DL7532  DESIGNATION -  1380 BA
 DL7532  PID         -  DL7532
 DL7532  STATE/COUNTY-  MN/CHISAGO
 DL7532  COUNTRY     -  US
 DL7532  USGS QUAD   -  NORTH BRANCH (2019)
 DL7532
 DL7532                         *CURRENT SURVEY CONTROL
 DL7532  ______________________________________________________________________
 DL7532* NAD 83(2011) POSITION- 45 32 10.51283(N) 092 59 24.86585(W)   ADJUSTED
 DL7532* NAD 83(2011) ELLIP HT-   251.895 (meters)        (06/27/12)   ADJUSTED
 DL7532* NAD 83(2011) EPOCH   -  2010.00
 DL7532* NAVD 88 ORTHO HEIGHT -   279.997 (meters)      918.62  (feet) ADJUSTED
 DL7532  ______________________________________________________________________
 DL7532  GEOID HEIGHT    -        -28.104 (meters)                     GEOID18
 DL7532  NAD 83(2011) X  -   -233,464.566 (meters)                     COMP
 DL7532  NAD 83(2011) Y  - -4,469,335.253 (meters)                     COMP
 DL7532  NAD 83(2011) Z  -  4,529,472.239 (meters)                     COMP
 DL7532  LAPLACE CORR    -          9.73  (seconds)                    DEFLEC18
 DL7532  DYNAMIC HEIGHT  -        279.988 (meters)      918.59  (feet) COMP
 DL7532  MODELED GRAVITY -    980,576.1   (mgal)                       NAVD 88
 DL7532
 DL7532  VERT ORDER      -  SECOND    CLASS I
 DL7532
 DL7532  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DL7532  Standards:
 DL7532         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DL7532            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DL7532  -------------------------------------------------------------------
 DL7532  NETWORK    0.24   0.37           0.11   0.08   0.19      0.02900914
 DL7532  -------------------------------------------------------------------
 DL7532  Click here for local accuracies and other accuracy information.
 DL7532
 DL7532.The horizontal coordinates were established by GPS observations
 DL7532.and adjusted by the National Geodetic Survey in June 2012.
 DL7532
 DL7532.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DL7532.been affixed to the stable North American tectonic plate. See 
 DL7532.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DL7532
 DL7532.The horizontal coordinates are valid at the epoch date displayed above
 DL7532.which is a decimal equivalence of Year/Month/Day.
 DL7532
 DL7532.The orthometric height was determined by differential leveling and
 DL7532.adjusted by the NATIONAL GEODETIC SURVEY
 DL7532.in July 2011.
 DL7532
 DL7532.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL7532.GEOID18 height accuracy estimate available here.
 DL7532
 DL7532.Click photographs - Photos may exist for this station.
 DL7532
 DL7532.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DL7532
 DL7532.The Laplace correction was computed from DEFLEC18 derived deflections.
 DL7532
 DL7532.The ellipsoidal height was determined by GPS observations
 DL7532.and is referenced to NAD 83.
 DL7532
 DL7532.The dynamic height is computed by dividing the NAVD 88
 DL7532.geopotential number by the normal gravity value computed on the
 DL7532.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL7532.degrees latitude (g = 980.6199 gals.).
 DL7532
 DL7532.The modeled gravity was interpolated from observed gravity values.
 DL7532
 DL7532. The following values were computed from the NAD 83(2011) position.
 DL7532
 DL7532;                    North         East     Units Scale Factor Converg.
 DL7532;SPC MN C     -   160,385.924   898,394.815   MT  1.00001839   +0 54 40.7
 DL7532;SPC MN C     -   526,199.49  2,947,483.66   sFT  1.00001839   +0 54 40.7
 DL7532;UTM  15      - 5,042,524.229   500,761.988   MT  0.99960001   +0 00 25.1
 DL7532
 DL7532!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DL7532!SPC MN C     -   0.99996051  x   1.00001839  =   0.99997890
 DL7532!UTM  15      -   0.99996051  x   0.99960001  =   0.99956054
 DL7532
 DL7532:                Primary Azimuth Mark                     Grid Az
 DL7532:SPC MN C     -  1380 BB                                  359 17 11.6
 DL7532:UTM  15      -  1380 BB                                  000 11 27.2
 DL7532
 DL7532_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWL0076142524(NAD 83)
 DL7532
 DL7532|---------------------------------------------------------------------|
 DL7532| PID    Reference Object                     Distance      Geod. Az  |
 DL7532|                                                           dddmmss.s |
 DL7532| DL7533 1380 BB                             APPROX. 1.5 KM 0001152.3 |
 DL7532|---------------------------------------------------------------------|
 DL7532
 DL7532                          SUPERSEDED SURVEY CONTROL
 DL7532
 DL7532  NAD 83(2007)-  45 32 10.51307(N)    092 59 24.86650(W) AD(2002.00) 1
 DL7532  ELLIP H (02/02/10)  251.923  (m)                       GP(2002.00) 2 1
 DL7532  NAVD 88             280.00   (m)          918.6    (f) LEVELING    3  
 DL7532
 DL7532.Superseded values are not recommended for survey control.
 DL7532
 DL7532.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL7532.See file dsdata.pdf to determine how the superseded data were derived.
 DL7532
 DL7532_MARKER: I = METAL ROD
 DL7532_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DL7532_STAMPING: 1380 BA 2009
 DL7532_MARK LOGO: MNDT
 DL7532_PROJECTION: FLUSH
 DL7532_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DL7532_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL7532_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL7532+SATELLITE: SATELLITE OBSERVATIONS - October 14, 2020
 DL7532_ROD/PIPE-DEPTH: 30.5 meters
 DL7532
 DL7532  HISTORY     - Date     Condition        Report By
 DL7532  HISTORY     - 20090310 MONUMENTED       MNDT
 DL7532  HISTORY     - 20140507 GOOD             MNDT
 DL7532  HISTORY     - 20200420 GOOD             MNDT
 DL7532  HISTORY     - 20201014 GOOD             MNDT
 DL7532
 DL7532                          STATION DESCRIPTION
 DL7532
 DL7532'DESCRIBED BY MN DEPT OF TRANSP 2009
 DL7532'THE MARK IS 1.5 MILES NORTH NORTHWEST OF NORTH BRANCH, 1.8 MILES NORTH
 DL7532'ALONG INTERSTATE 35 FROM THE JUNCTION OF  INTERSTATE 35 AND TRUNK
 DL7532'HIGHWAY 95 IN NORTH BRANCH, AT INTERSTATE 35 MILEPOINT 149.7, 93 FEET
 DL7532'EAST OF NORTHBOUND INTERSTATE 35, 6.0 FEET WEST OF FENCE LINE, 2.0
 DL7532'FEET WEST OF WITNESS POST.
 DL7532
 DL7532                          STATION RECOVERY (2014)
 DL7532
 DL7532'RECOVERY NOTE BY MN DEPT OF TRANSP 2014 (DAS)
 DL7532'RECOVERED AS DESCRIBED.
 DL7532'
 DL7532'NOTE - THE STATION STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER
 DL7532'ALUMINUM ROD DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION
 DL7532'REMOVABLE DISK SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY
 DL7532'A SIX-INCH PVC PIPE BACK FILLED WITH WASHED SAND.
 DL7532
 DL7532                          STATION RECOVERY (2020)
 DL7532
 DL7532'RECOVERY NOTE BY MN DEPT OF TRANSP 2020 (MPP)
 DL7532'RECOVERED IN GOOD CONDITION.
 DL7532
 DL7532                          STATION RECOVERY (2020)
 DL7532
 DL7532'RECOVERY NOTE BY MN DEPT OF TRANSP 2020 (KMS)
 DL7532'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DL7533 ***********************************************************************
 DL7533  DESIGNATION -  1380 BB
 DL7533  PID         -  DL7533
 DL7533  STATE/COUNTY-  MN/CHISAGO
 DL7533  COUNTRY     -  US
 DL7533  USGS QUAD   -  NORTH BRANCH (2019)
 DL7533
 DL7533                         *CURRENT SURVEY CONTROL
 DL7533  ______________________________________________________________________
 DL7533* NAD 83(2011) POSITION- 45 32 58.94458(N) 092 59 24.62780(W)   ADJUSTED
 DL7533* NAD 83(2011) ELLIP HT-   250.941 (meters)        (06/27/12)   ADJUSTED
 DL7533* NAD 83(2011) EPOCH   -  2010.00
 DL7533* NAVD 88 ORTHO HEIGHT -   279.027 (meters)      915.44  (feet) ADJUSTED
 DL7533  ______________________________________________________________________
 DL7533  GEOID HEIGHT    -        -28.094 (meters)                     GEOID18
 DL7533  NAD 83(2011) X  -   -233,403.698 (meters)                     COMP
 DL7533  NAD 83(2011) Y  - -4,468,269.009 (meters)                     COMP
 DL7533  NAD 83(2011) Z  -  4,530,518.818 (meters)                     COMP
 DL7533  LAPLACE CORR    -          9.64  (seconds)                    DEFLEC18
 DL7533  DYNAMIC HEIGHT  -        279.019 (meters)      915.41  (feet) COMP
 DL7533  MODELED GRAVITY -    980,578.8   (mgal)                       NAVD 88
 DL7533
 DL7533  VERT ORDER      -  SECOND    CLASS I
 DL7533
 DL7533  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DL7533  Standards:
 DL7533         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DL7533            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DL7533  -------------------------------------------------------------------
 DL7533  NETWORK    0.25   0.39           0.12   0.08   0.20      0.03831108
 DL7533  -------------------------------------------------------------------
 DL7533  Click here for local accuracies and other accuracy information.
 DL7533
 DL7533.The horizontal coordinates were established by GPS observations
 DL7533.and adjusted by the National Geodetic Survey in June 2012.
 DL7533
 DL7533.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DL7533.been affixed to the stable North American tectonic plate. See 
 DL7533.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DL7533
 DL7533.The horizontal coordinates are valid at the epoch date displayed above
 DL7533.which is a decimal equivalence of Year/Month/Day.
 DL7533
 DL7533.The orthometric height was determined by differential leveling and
 DL7533.adjusted by the NATIONAL GEODETIC SURVEY
 DL7533.in July 2011.
 DL7533
 DL7533.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL7533.GEOID18 height accuracy estimate available here.
 DL7533
 DL7533.Click photographs - Photos may exist for this station.
 DL7533
 DL7533.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DL7533
 DL7533.The Laplace correction was computed from DEFLEC18 derived deflections.
 DL7533
 DL7533.The ellipsoidal height was determined by GPS observations
 DL7533.and is referenced to NAD 83.
 DL7533
 DL7533.The dynamic height is computed by dividing the NAVD 88
 DL7533.geopotential number by the normal gravity value computed on the
 DL7533.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL7533.degrees latitude (g = 980.6199 gals.).
 DL7533
 DL7533.The modeled gravity was interpolated from observed gravity values.
 DL7533
 DL7533. The following values were computed from the NAD 83(2011) position.
 DL7533
 DL7533;                    North         East     Units Scale Factor Converg.
 DL7533;SPC MN C     -   161,881.070   898,376.197   MT  1.00001518   +0 54 40.8
 DL7533;SPC MN C     -   531,104.81  2,947,422.57   sFT  1.00001518   +0 54 40.8
 DL7533;UTM  15      - 5,044,018.859   500,766.968   MT  0.99960001   +0 00 25.3
 DL7533
 DL7533!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DL7533!SPC MN C     -   0.99996066  x   1.00001518  =   0.99997584
 DL7533!UTM  15      -   0.99996066  x   0.99960001  =   0.99956069
 DL7533
 DL7533:                Primary Azimuth Mark                     Grid Az
 DL7533:SPC MN C     -  1380 BA                                  179 17 11.7
 DL7533:UTM  15      -  1380 BA                                  180 11 27.2
 DL7533
 DL7533_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWL0076644018(NAD 83)
 DL7533
 DL7533|---------------------------------------------------------------------|
 DL7533| PID    Reference Object                     Distance      Geod. Az  |
 DL7533|                                                           dddmmss.s |
 DL7533| DL7532 1380 BA                             APPROX. 1.5 KM 1801152.5 |
 DL7533|---------------------------------------------------------------------|
 DL7533
 DL7533                          SUPERSEDED SURVEY CONTROL
 DL7533
 DL7533  NAD 83(2007)-  45 32 58.94478(N)    092 59 24.62845(W) AD(2002.00) 1
 DL7533  ELLIP H (02/02/10)  250.969  (m)                       GP(2002.00) 2 1
 DL7533  NAVD 88             279.03   (m)          915.5    (f) LEVELING    3  
 DL7533
 DL7533.Superseded values are not recommended for survey control.
 DL7533
 DL7533.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL7533.See file dsdata.pdf to determine how the superseded data were derived.
 DL7533
 DL7533_MARKER: I = METAL ROD
 DL7533_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DL7533_STAMPING: 1380 BB 2009
 DL7533_MARK LOGO: MNDT
 DL7533_PROJECTION: FLUSH
 DL7533_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DL7533_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL7533_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL7533+SATELLITE: SATELLITE OBSERVATIONS - May 07, 2014
 DL7533_ROD/PIPE-DEPTH: 24.4 meters
 DL7533
 DL7533  HISTORY     - Date     Condition        Report By
 DL7533  HISTORY     - 20090310 MONUMENTED       MNDT
 DL7533  HISTORY     - 20140507 GOOD             MNDT
 DL7533
 DL7533                          STATION DESCRIPTION
 DL7533
 DL7533'DESCRIBED BY MN DEPT OF TRANSP 2009
 DL7533'THE MARK IS 2.5 MILES NORTH OF NORTH BRANCH, 2.7 MILES NORTH ALONG
 DL7533'INTERSTATE 35 FROM THE JUNCTION OF  INTERSTATE 35 AND TRUNK HIGHWAY 95
 DL7533'IN NORTH BRANCH, AT INTERSTATE 35 MILEPOINT 150.75, 95.8 FEET EAST OF
 DL7533'NORTHBOUND INTERSTATE 35, 4.4 FEET WEST OF FENCE LINE, 1.8 FEET WEST
 DL7533'OF WITNESS POST.
 DL7533
 DL7533                          STATION RECOVERY (2014)
 DL7533
 DL7533'RECOVERY NOTE BY MN DEPT OF TRANSP 2014 (DAS)
 DL7533'RECOVERED AS DESCRIBED.
 DL7533'
 DL7533'NOTE - THE STATION STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER
 DL7533'ALUMINUM ROD DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION
 DL7533'REMOVABLE DISK SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY
 DL7533'A SIX-INCH PVC PIPE BACK FILLED WITH WASHED SAND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DL7534 ***********************************************************************
 DL7534  DESIGNATION -  1380 BC
 DL7534  PID         -  DL7534
 DL7534  STATE/COUNTY-  MN/CHISAGO
 DL7534  COUNTRY     -  US
 DL7534  USGS QUAD   -  NORTH BRANCH (2019)
 DL7534
 DL7534                         *CURRENT SURVEY CONTROL
 DL7534  ______________________________________________________________________
 DL7534* NAD 83(2011) POSITION- 45 33 48.87529(N) 092 59 24.48340(W)   ADJUSTED
 DL7534* NAD 83(2011) ELLIP HT-   251.578 (meters)        (06/27/12)   ADJUSTED
 DL7534* NAD 83(2011) EPOCH   -  2010.00
 DL7534* NAVD 88 ORTHO HEIGHT -   279.654 (meters)      917.50  (feet) ADJUSTED
 DL7534  ______________________________________________________________________
 DL7534  GEOID HEIGHT    -        -28.083 (meters)                     GEOID18
 DL7534  NAD 83(2011) X  -   -233,343.182 (meters)                     COMP
 DL7534  NAD 83(2011) Y  - -4,467,170.523 (meters)                     COMP
 DL7534  NAD 83(2011) Z  -  4,531,598.686 (meters)                     COMP
 DL7534  LAPLACE CORR    -          9.66  (seconds)                    DEFLEC18
 DL7534  DYNAMIC HEIGHT  -        279.646 (meters)      917.47  (feet) COMP
 DL7534  MODELED GRAVITY -    980,581.5   (mgal)                       NAVD 88
 DL7534
 DL7534  VERT ORDER      -  SECOND    CLASS I
 DL7534
 DL7534  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DL7534  Standards:
 DL7534         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DL7534            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DL7534  -------------------------------------------------------------------
 DL7534  NETWORK    0.26   0.39           0.12   0.09   0.20      0.01726960
 DL7534  -------------------------------------------------------------------
 DL7534  Click here for local accuracies and other accuracy information.
 DL7534
 DL7534.The horizontal coordinates were established by GPS observations
 DL7534.and adjusted by the National Geodetic Survey in June 2012.
 DL7534
 DL7534.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DL7534.been affixed to the stable North American tectonic plate. See 
 DL7534.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DL7534
 DL7534.The horizontal coordinates are valid at the epoch date displayed above
 DL7534.which is a decimal equivalence of Year/Month/Day.
 DL7534
 DL7534.The orthometric height was determined by differential leveling and
 DL7534.adjusted by the NATIONAL GEODETIC SURVEY
 DL7534.in July 2011.
 DL7534
 DL7534.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL7534.GEOID18 height accuracy estimate available here.
 DL7534
 DL7534.Click photographs - Photos may exist for this station.
 DL7534
 DL7534.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DL7534
 DL7534.The Laplace correction was computed from DEFLEC18 derived deflections.
 DL7534
 DL7534.The ellipsoidal height was determined by GPS observations
 DL7534.and is referenced to NAD 83.
 DL7534
 DL7534.The dynamic height is computed by dividing the NAVD 88
 DL7534.geopotential number by the normal gravity value computed on the
 DL7534.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL7534.degrees latitude (g = 980.6199 gals.).
 DL7534
 DL7534.The modeled gravity was interpolated from observed gravity values.
 DL7534
 DL7534. The following values were computed from the NAD 83(2011) position.
 DL7534
 DL7534;                    North         East     Units Scale Factor Converg.
 DL7534;SPC MN C     -   163,422.455   898,354.810   MT  1.00001193   +0 54 40.9
 DL7534;SPC MN C     -   536,161.84  2,947,352.41   sFT  1.00001193   +0 54 40.9
 DL7534;UTM  15      - 5,045,559.752   500,769.909   MT  0.99960001   +0 00 25.4
 DL7534
 DL7534!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DL7534!SPC MN C     -   0.99996056  x   1.00001193  =   0.99997249
 DL7534!UTM  15      -   0.99996056  x   0.99960001  =   0.99956059
 DL7534
 DL7534:                Primary Azimuth Mark                     Grid Az
 DL7534:SPC MN C     -  1380 BB                                  179 12 18.2
 DL7534:UTM  15      -  1380 BB                                  180 06 33.7
 DL7534
 DL7534_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWL0076945559(NAD 83)
 DL7534
 DL7534|---------------------------------------------------------------------|
 DL7534| PID    Reference Object                     Distance      Geod. Az  |
 DL7534|                                                           dddmmss.s |
 DL7534| DL7533 1380 BB                             APPROX. 1.5 KM 1800659.1 |
 DL7534|---------------------------------------------------------------------|
 DL7534
 DL7534                          SUPERSEDED SURVEY CONTROL
 DL7534
 DL7534  NAD 83(2007)-  45 33 48.87538(N)    092 59 24.48398(W) AD(2002.00) 1
 DL7534  ELLIP H (02/02/10)  251.601  (m)                       GP(2002.00) 2 1
 DL7534  NAVD 88             279.65   (m)          917.5    (f) LEVELING    3  
 DL7534
 DL7534.Superseded values are not recommended for survey control.
 DL7534
 DL7534.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL7534.See file dsdata.pdf to determine how the superseded data were derived.
 DL7534
 DL7534_MARKER: I = METAL ROD
 DL7534_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DL7534_STAMPING: 1380 BC 2009
 DL7534_MARK LOGO: MNDT
 DL7534_PROJECTION: FLUSH
 DL7534_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DL7534_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL7534_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL7534+SATELLITE: SATELLITE OBSERVATIONS - May 07, 2014
 DL7534_ROD/PIPE-DEPTH: 16.8 meters
 DL7534
 DL7534  HISTORY     - Date     Condition        Report By
 DL7534  HISTORY     - 20090310 MONUMENTED       MNDT
 DL7534  HISTORY     - 20140507 GOOD             MNDT
 DL7534
 DL7534                          STATION DESCRIPTION
 DL7534
 DL7534'DESCRIBED BY MN DEPT OF TRANSP 2009
 DL7534'THE MARK IS 1.5 MILES SOUTHWEST OF HARRIS, 1.0 MILE SOUTH ALONG
 DL7534'INTERSTATE 35 FROM THE JUNCTION OF INTERSTATE 35 AND COUNTY ROAD
 DL7534'10(0.9 MILE SOUTHWEST OF HARRIS), AT INTERSTATE 35 MILEPOINT 151.6, 93
 DL7534'FEET EAST OF NORTHBOUND INTERSTATE 35, 6 FEET WEST OF FENCE LINE, 2.2
 DL7534'FEET WEST OF WITNESS POST.
 DL7534
 DL7534                          STATION RECOVERY (2014)
 DL7534
 DL7534'RECOVERY NOTE BY MN DEPT OF TRANSP 2014 (DAS)
 DL7534'RECOVERED AS DESCRIBED.
 DL7534'
 DL7534'NOTE - THE STATION STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER
 DL7534'ALUMINUM ROD DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION
 DL7534'REMOVABLE DISK SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY
 DL7534'A SIX-INCH PVC PIPE BACK FILLED WITH WASHED SAND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DM5416 ***********************************************************************
 DM5416  DESIGNATION -  1380 BD
 DM5416  PID         -  DM5416
 DM5416  STATE/COUNTY-  MN/CHISAGO
 DM5416  COUNTRY     -  US
 DM5416  USGS QUAD   -  NORTH BRANCH (2019)
 DM5416
 DM5416                         *CURRENT SURVEY CONTROL
 DM5416  ______________________________________________________________________
 DM5416* NAD 83(1986) POSITION- 45 34 40.11   (N) 092 59 31.81   (W)   HD_HELD1
 DM5416* NAVD 88 ORTHO HEIGHT -   281.050 (meters)      922.08  (feet) ADJUSTED
 DM5416  ______________________________________________________________________
 DM5416  GEOID HEIGHT    -        -28.078 (meters)                     GEOID18
 DM5416  DYNAMIC HEIGHT  -        281.042 (meters)      922.05  (feet) COMP
 DM5416  MODELED GRAVITY -    980,581.7   (mgal)                       NAVD 88
 DM5416
 DM5416  VERT ORDER      -  SECOND    CLASS I
 DM5416
 DM5416.The horizontal coordinates were determined by differentially corrected
 DM5416.hand held GPS observations or other comparable positioning techniques
 DM5416.and have an estimated accuracy of +/- 3 meters.
 DM5416
 DM5416.The orthometric height was determined by differential leveling and
 DM5416.adjusted by the NATIONAL GEODETIC SURVEY
 DM5416.in July 2011.
 DM5416
 DM5416.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM5416.GEOID18 height accuracy estimate available here.
 DM5416
 DM5416.Click photographs - Photos may exist for this station.
 DM5416
 DM5416.The dynamic height is computed by dividing the NAVD 88
 DM5416.geopotential number by the normal gravity value computed on the
 DM5416.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM5416.degrees latitude (g = 980.6199 gals.).
 DM5416
 DM5416.The modeled gravity was interpolated from observed gravity values.
 DM5416
 DM5416;                    North         East    Units  Estimated Accuracy
 DM5416;SPC MN C     -   165,001.5     898,170.8     MT  (+/- 3 meters HH1 GPS) 
 DM5416
 DM5416_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWL0061047140(NAD 83)
 DM5416
 DM5416                          SUPERSEDED SURVEY CONTROL
 DM5416
 DM5416.No superseded survey control is available for this station.
 DM5416
 DM5416_MARKER: DV = VERTICAL CONTROL DISK
 DM5416_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DM5416_SP_SET: BRIDGE ABUTMENT
 DM5416_STAMPING: 1380 BD 2009
 DM5416_MARK LOGO: MNDT
 DM5416_MAGNETIC: N = NO MAGNETIC MATERIAL
 DM5416_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DM5416_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DM5416+SATELLITE: SATELLITE OBSERVATIONS - May 07, 2014
 DM5416
 DM5416  HISTORY     - Date     Condition        Report By
 DM5416  HISTORY     - 20090304 MONUMENTED       MNDT
 DM5416  HISTORY     - 20140507 GOOD             MNDT
 DM5416
 DM5416                          STATION DESCRIPTION
 DM5416
 DM5416'DESCRIBED BY MN DEPT OF TRANSP 2009 (DAS)
 DM5416'THE MARK IS LOCATED ABOUT 4.6 MI (7.4 KM) NORTH OF NORTH BRANCH AND
 DM5416'3.3 MI (5.3 KM) EAST OF STARK.
 DM5416'
 DM5416'TO REACH THE MARK FROM THE JUNCTION OF TRUNK HIGHWAY 95 AND INTERSTATE
 DM5416'35 IN NORTH BRANCH, GO 4.8 MI (7.7 KM) NORTH ALONG INTERSTATE 35 TO
 DM5416'MILE POINT 152.6.
 DM5416'
 DM5416'THE MARK IS FOUND IN THE ABUTMENT OF THE SOUTHEAST CORNER OF COUNTY
 DM5416'ROAD 10 BRIDGE NUMBER 13806 OVER INTERSTATE 35 AND 26 FT (7.9 M) SOUTH
 DM5416'OF COUNTY ROAD 10.
 DM5416'
 DM5416'THE DISK WAS SET IN THE BRIDGE WHEN REMODELED IN 1992, THEN STAMPED
 DM5416'WHEN SURVEYED IN 2009.
 DM5416
 DM5416                          STATION RECOVERY (2014)
 DM5416
 DM5416'RECOVERY NOTE BY MN DEPT OF TRANSP 2014 (DAS)
 DM5416'THE STATION IS LOCATED ABOUT 7.0 MI (11.3 KM) WEST-NORTHWEST OF
 DM5416'SUNRISE, 4.6 MI (7.4 KM) NORTH OF NORTH BRANCH AND 3.3 MI (5.3 KM)
 DM5416'EAST OF STARK, 0.9 MILE SOUTHWEST OF HARRIS.
 DM5416'
 DM5416'THE REACH THE MARK IN ABUTMENT OF THE SOUTHEAST CORNER OF COUNTY ROAD
 DM5416'10 BRIDGE OVER INTERSTATE HIGHWAY 35, AT INTERSTATE HIGHWAY 35 MILE
 DM5416'POINT 152.6.
 DM5416'
 DM5416'THE MARK IS LOCATED 26 FT (7.9 M) SOUTH OF COUNTY ROAD 10.  DISK SET
 DM5416'IN BRIDGE WHEN REMODELED IN 1992 THEN STAMPED WHEN USED IN 2009.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DL7535 ***********************************************************************
 DL7535  DESIGNATION -  1380 BE
 DL7535  PID         -  DL7535
 DL7535  STATE/COUNTY-  MN/CHISAGO
 DL7535  COUNTRY     -  US
 DL7535  USGS QUAD   -  NORTH BRANCH (2019)
 DL7535
 DL7535                         *CURRENT SURVEY CONTROL
 DL7535  ______________________________________________________________________
 DL7535* NAD 83(2011) POSITION- 45 35 46.77203(N) 092 59 42.91176(W)   ADJUSTED
 DL7535* NAD 83(2011) ELLIP HT-   253.949 (meters)        (06/27/12)   ADJUSTED
 DL7535* NAD 83(2011) EPOCH   -  2010.00
 DL7535* NAVD 88 ORTHO HEIGHT -   282.012 (meters)      925.23  (feet) ADJUSTED
 DL7535  ______________________________________________________________________
 DL7535  GEOID HEIGHT    -        -28.072 (meters)                     GEOID18
 DL7535  NAD 83(2011) X  -   -233,606.532 (meters)                     COMP
 DL7535  NAD 83(2011) Y  - -4,464,555.091 (meters)                     COMP
 DL7535  NAD 83(2011) Z  -  4,534,148.050 (meters)                     COMP
 DL7535  LAPLACE CORR    -          9.78  (seconds)                    DEFLEC18
 DL7535  DYNAMIC HEIGHT  -        282.004 (meters)      925.21  (feet) COMP
 DL7535  MODELED GRAVITY -    980,581.0   (mgal)                       NAVD 88
 DL7535
 DL7535  VERT ORDER      -  SECOND    CLASS I
 DL7535
 DL7535  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DL7535  Standards:
 DL7535         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DL7535            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DL7535  -------------------------------------------------------------------
 DL7535  NETWORK    0.30   0.41           0.14   0.10   0.21      0.03213622
 DL7535  -------------------------------------------------------------------
 DL7535  Click here for local accuracies and other accuracy information.
 DL7535
 DL7535.The horizontal coordinates were established by GPS observations
 DL7535.and adjusted by the National Geodetic Survey in June 2012.
 DL7535
 DL7535.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DL7535.been affixed to the stable North American tectonic plate. See 
 DL7535.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DL7535
 DL7535.The horizontal coordinates are valid at the epoch date displayed above
 DL7535.which is a decimal equivalence of Year/Month/Day.
 DL7535
 DL7535.The orthometric height was determined by differential leveling and
 DL7535.adjusted by the NATIONAL GEODETIC SURVEY
 DL7535.in July 2011.
 DL7535
 DL7535.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL7535.GEOID18 height accuracy estimate available here.
 DL7535
 DL7535.Click photographs - Photos may exist for this station.
 DL7535
 DL7535.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DL7535
 DL7535.The Laplace correction was computed from DEFLEC18 derived deflections.
 DL7535
 DL7535.The ellipsoidal height was determined by GPS observations
 DL7535.and is referenced to NAD 83.
 DL7535
 DL7535.The dynamic height is computed by dividing the NAVD 88
 DL7535.geopotential number by the normal gravity value computed on the
 DL7535.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL7535.degrees latitude (g = 980.6199 gals.).
 DL7535
 DL7535.The modeled gravity was interpolated from observed gravity values.
 DL7535
 DL7535. The following values were computed from the NAD 83(2011) position.
 DL7535
 DL7535;                    North         East     Units Scale Factor Converg.
 DL7535;SPC MN C     -   167,055.520   897,897.556   MT  1.00000447   +0 54 27.6
 DL7535;SPC MN C     -   548,081.32  2,945,852.23   sFT  1.00000447   +0 54 27.6
 DL7535;UTM  15      - 5,049,198.096   500,370.214   MT  0.99960000   +0 00 12.2
 DL7535
 DL7535!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DL7535!SPC MN C     -   0.99996019  x   1.00000447  =   0.99996466
 DL7535!UTM  15      -   0.99996019  x   0.99960000  =   0.99956020
 DL7535
 DL7535:                Primary Azimuth Mark                     Grid Az
 DL7535:SPC MN C     -  1380 BF                                  006 47 12.5
 DL7535:UTM  15      -  1380 BF                                  007 41 27.9
 DL7535
 DL7535_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWL0037049198(NAD 83)
 DL7535
 DL7535|---------------------------------------------------------------------|
 DL7535| PID    Reference Object                     Distance      Geod. Az  |
 DL7535|                                                           dddmmss.s |
 DL7535| DL7536 1380 BF                             APPROX. 1.3 KM 0074140.1 |
 DL7535|---------------------------------------------------------------------|
 DL7535
 DL7535                          SUPERSEDED SURVEY CONTROL
 DL7535
 DL7535  NAD 83(2007)-  45 35 46.77210(N)    092 59 42.91235(W) AD(2002.00) 1
 DL7535  ELLIP H (02/02/10)  253.969  (m)                       GP(2002.00) 2 1
 DL7535  NAVD 88             282.01   (m)          925.2    (f) LEVELING    3  
 DL7535
 DL7535.Superseded values are not recommended for survey control.
 DL7535
 DL7535.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL7535.See file dsdata.pdf to determine how the superseded data were derived.
 DL7535
 DL7535_MARKER: I = METAL ROD
 DL7535_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DL7535_STAMPING: 1380 BE 2009
 DL7535_MARK LOGO: MNDT
 DL7535_PROJECTION: RECESSED 5 CENTIMETERS
 DL7535_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DL7535_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL7535_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL7535+SATELLITE: SATELLITE OBSERVATIONS - April 20, 2020
 DL7535_ROD/PIPE-DEPTH: 22.9 meters
 DL7535
 DL7535  HISTORY     - Date     Condition        Report By
 DL7535  HISTORY     - 20090310 MONUMENTED       MNDT
 DL7535  HISTORY     - 20140507 GOOD             MNDT
 DL7535  HISTORY     - 20200420 GOOD             MNDT
 DL7535
 DL7535                          STATION DESCRIPTION
 DL7535
 DL7535'DESCRIBED BY MN DEPT OF TRANSP 2009
 DL7535'THE MARK IS 1.0 MILE NORTHWEST OF HARRIS, 1.3 MILES NORTH NORTHWEST
 DL7535'ALONG INTERSTATE 35 FROM THE JUNCTION OF INTERSTATE 35 AND COUNTY ROAD
 DL7535'10(JUNCTION IS 0.9 MILE SOUTHWEST OF HARRIS), AT INTERSTATE 35
 DL7535'MILEPOINT 153.9, 50.6 FEET EAST SOUTHEAST OF NORTHBOUND INTERSTATE 35,
 DL7535'44.7 FEET NORTHWEST OF OFF RAMP TO REST AREA, 1.7 FEET WEST OF WITNESS
 DL7535'POST.
 DL7535
 DL7535                          STATION RECOVERY (2014)
 DL7535
 DL7535'RECOVERY NOTE BY MN DEPT OF TRANSP 2014 (DAS)
 DL7535'RECOVERED AS DESCRIBED.
 DL7535'
 DL7535'NOTE - THE STATION STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER
 DL7535'ALUMINUM ROD DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION
 DL7535'REMOVABLE DISK SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY
 DL7535'A SIX-INCH PVC PIPE BACK FILLED WITH WASHED SAND.
 DL7535
 DL7535                          STATION RECOVERY (2020)
 DL7535
 DL7535'RECOVERY NOTE BY MN DEPT OF TRANSP 2020 (MPP)
 DL7535'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DL7536 ***********************************************************************
 DL7536  DESIGNATION -  1380 BF
 DL7536  PID         -  DL7536
 DL7536  STATE/COUNTY-  MN/CHISAGO
 DL7536  COUNTRY     -  US
 DL7536  USGS QUAD   -  NORTH BRANCH (2019)
 DL7536
 DL7536                         *CURRENT SURVEY CONTROL
 DL7536  ______________________________________________________________________
 DL7536* NAD 83(2011) POSITION- 45 36 27.36816(N) 092 59 35.09724(W)   ADJUSTED
 DL7536* NAD 83(2011) ELLIP HT-   251.520 (meters)        (06/27/12)   ADJUSTED
 DL7536* NAD 83(2011) EPOCH   -  2010.00
 DL7536* NAVD 88 ORTHO HEIGHT -   279.570 (meters)      917.22  (feet) ADJUSTED
 DL7536  ______________________________________________________________________
 DL7536  GEOID HEIGHT    -        -28.054 (meters)                     GEOID18
 DL7536  NAD 83(2011) X  -   -233,390.539 (meters)                     COMP
 DL7536  NAD 83(2011) Y  - -4,463,667.925 (meters)                     COMP
 DL7536  NAD 83(2011) Z  -  4,535,023.230 (meters)                     COMP
 DL7536  LAPLACE CORR    -          9.94  (seconds)                    DEFLEC18
 DL7536  DYNAMIC HEIGHT  -        279.562 (meters)      917.20  (feet) COMP
 DL7536  MODELED GRAVITY -    980,582.2   (mgal)                       NAVD 88
 DL7536
 DL7536  VERT ORDER      -  SECOND    CLASS I
 DL7536
 DL7536  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DL7536  Standards:
 DL7536         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DL7536            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DL7536  -------------------------------------------------------------------
 DL7536  NETWORK    0.30   0.41           0.14   0.09   0.21     -0.03507412
 DL7536  -------------------------------------------------------------------
 DL7536  Click here for local accuracies and other accuracy information.
 DL7536
 DL7536.The horizontal coordinates were established by GPS observations
 DL7536.and adjusted by the National Geodetic Survey in June 2012.
 DL7536
 DL7536.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DL7536.been affixed to the stable North American tectonic plate. See 
 DL7536.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DL7536
 DL7536.The horizontal coordinates are valid at the epoch date displayed above
 DL7536.which is a decimal equivalence of Year/Month/Day.
 DL7536
 DL7536.The orthometric height was determined by differential leveling and
 DL7536.adjusted by the NATIONAL GEODETIC SURVEY
 DL7536.in July 2011.
 DL7536
 DL7536.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL7536.GEOID18 height accuracy estimate available here.
 DL7536
 DL7536.Click photographs - Photos may exist for this station.
 DL7536
 DL7536.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DL7536
 DL7536.The Laplace correction was computed from DEFLEC18 derived deflections.
 DL7536
 DL7536.The ellipsoidal height was determined by GPS observations
 DL7536.and is referenced to NAD 83.
 DL7536
 DL7536.The dynamic height is computed by dividing the NAVD 88
 DL7536.geopotential number by the normal gravity value computed on the
 DL7536.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL7536.degrees latitude (g = 980.6199 gals.).
 DL7536
 DL7536.The modeled gravity was interpolated from observed gravity values.
 DL7536
 DL7536. The following values were computed from the NAD 83(2011) position.
 DL7536
 DL7536;                    North         East     Units Scale Factor Converg.
 DL7536;SPC MN C     -   168,311.384   898,047.015   MT  1.00000198   +0 54 33.3
 DL7536;SPC MN C     -   552,201.60  2,946,342.58   sFT  1.00000198   +0 54 33.3
 DL7536;UTM  15      - 5,050,450.940   500,539.407   MT  0.99960000   +0 00 17.8
 DL7536
 DL7536!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DL7536!SPC MN C     -   0.99996057  x   1.00000198  =   0.99996255
 DL7536!UTM  15      -   0.99996057  x   0.99960000  =   0.99956059
 DL7536
 DL7536:                Primary Azimuth Mark                     Grid Az
 DL7536:SPC MN C     -  1380 BE                                  186 47 12.4
 DL7536:UTM  15      -  1380 BE                                  187 41 27.9
 DL7536
 DL7536_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWL0053950450(NAD 83)
 DL7536
 DL7536|---------------------------------------------------------------------|
 DL7536| PID    Reference Object                     Distance      Geod. Az  |
 DL7536|                                                           dddmmss.s |
 DL7536| DL7535 1380 BE                             APPROX. 1.3 KM 1874145.7 |
 DL7536|---------------------------------------------------------------------|
 DL7536
 DL7536                          SUPERSEDED SURVEY CONTROL
 DL7536
 DL7536  NAD 83(2007)-  45 36 27.36813(N)    092 59 35.09789(W) AD(2002.00) 1
 DL7536  ELLIP H (02/02/10)  251.535  (m)                       GP(2002.00) 2 1
 DL7536  NAVD 88             279.57   (m)          917.2    (f) LEVELING    3  
 DL7536
 DL7536.Superseded values are not recommended for survey control.
 DL7536
 DL7536.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL7536.See file dsdata.pdf to determine how the superseded data were derived.
 DL7536
 DL7536_MARKER: I = METAL ROD
 DL7536_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DL7536_STAMPING: 1380 BF 2009
 DL7536_MARK LOGO: MNDT
 DL7536_PROJECTION: FLUSH
 DL7536_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DL7536_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL7536_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL7536+SATELLITE: SATELLITE OBSERVATIONS - May 07, 2014
 DL7536_ROD/PIPE-DEPTH: 19.8 meters
 DL7536
 DL7536  HISTORY     - Date     Condition        Report By
 DL7536  HISTORY     - 20090310 MONUMENTED       MNDT
 DL7536  HISTORY     - 20140507 GOOD             MNDT
 DL7536
 DL7536                          STATION DESCRIPTION
 DL7536
 DL7536'DESCRIBED BY MN DEPT OF TRANSP 2009
 DL7536'THE MARK IS 1.5 MILES NORTHWEST OF HARRIS, 2.1 MILES NORTH ALONG
 DL7536'INTERSTATE 35 FROM THE JUNCTION OF INTERSTATE 35 AND COUNTY ROAD
 DL7536'10(WHICH IS 0.9 MILE SOUTHWEST OF HARRIS), AT INTERSTATE 35 MILEPOINT
 DL7536'154.70, 112 FEET EAST SOUTHEAST OF NORTHBOUND INTERSTATE 35, 6.9 FEET
 DL7536'WEST NORTHWEST OF FENCE LINE, 2.0 FEET WEST OF WITNESS POST.
 DL7536
 DL7536                          STATION RECOVERY (2014)
 DL7536
 DL7536'RECOVERY NOTE BY MN DEPT OF TRANSP 2014 (DAS)
 DL7536'RECOVERED AS DESCRIBED.
 DL7536'
 DL7536'NOTE - THE STATION STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER
 DL7536'ALUMINUM ROD DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION
 DL7536'REMOVABLE DISK SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY
 DL7536'A SIX-INCH PVC PIPE BACK FILLED WITH WASHED SAND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DP5101 ***********************************************************************
 DP5101  DESIGNATION -  1380 BG
 DP5101  PID         -  DP5101
 DP5101  STATE/COUNTY-  MN/CHISAGO
 DP5101  COUNTRY     -  US
 DP5101  USGS QUAD   -  RUSH CITY (2019)
 DP5101
 DP5101                         *CURRENT SURVEY CONTROL
 DP5101  ______________________________________________________________________
 DP5101* NAD 83(2011) POSITION- 45 41 21.29415(N) 092 59 27.76878(W)   ADJUSTED
 DP5101* NAD 83(2011) ELLIP HT-   252.476 (meters)        (10/16/14)   ADJUSTED
 DP5101* NAD 83(2011) EPOCH   -  2010.00
 DP5101* NAVD 88 ORTHO HEIGHT -   280.460 (meters)      920.14  (feet) ADJUSTED
 DP5101  ______________________________________________________________________
 DP5101  GEOID HEIGHT    -        -27.978 (meters)                     GEOID18
 DP5101  NAD 83(2011) X  -   -232,893.381 (meters)                     COMP
 DP5101  NAD 83(2011) Y  - -4,457,196.611 (meters)                     COMP
 DP5101  NAD 83(2011) Z  -  4,541,367.785 (meters)                     COMP
 DP5101  LAPLACE CORR    -          9.67  (seconds)                    DEFLEC18
 DP5101  DYNAMIC HEIGHT  -        280.454 (meters)      920.12  (feet) COMP
 DP5101  MODELED GRAVITY -    980,586.0   (mgal)                       NAVD 88
 DP5101
 DP5101  VERT ORDER      -  SECOND    CLASS I
 DP5101
 DP5101  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DP5101  Standards:
 DP5101         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DP5101            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DP5101  -------------------------------------------------------------------
 DP5101  NETWORK    0.60   1.84           0.27   0.21   0.94      0.15152962
 DP5101  -------------------------------------------------------------------
 DP5101  Click here for local accuracies and other accuracy information.
 DP5101
 DP5101.The horizontal coordinates were established by GPS observations
 DP5101.and adjusted by the MN DEPT OF TRANSP in October 2014.
 DP5101
 DP5101.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DP5101.been affixed to the stable North American tectonic plate. See 
 DP5101.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DP5101
 DP5101.The horizontal coordinates are valid at the epoch date displayed above
 DP5101.which is a decimal equivalence of Year/Month/Day.
 DP5101
 DP5101.The orthometric height was determined by differential leveling and
 DP5101.adjusted by the NATIONAL GEODETIC SURVEY
 DP5101.in September 2016.
 DP5101
 DP5101.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP5101.GEOID18 height accuracy estimate available here.
 DP5101
 DP5101.Click photographs - Photos may exist for this station.
 DP5101
 DP5101.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DP5101
 DP5101.The Laplace correction was computed from DEFLEC18 derived deflections.
 DP5101
 DP5101.The ellipsoidal height was determined by GPS observations
 DP5101.and is referenced to NAD 83.
 DP5101
 DP5101.The dynamic height is computed by dividing the NAVD 88
 DP5101.geopotential number by the normal gravity value computed on the
 DP5101.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP5101.degrees latitude (g = 980.6199 gals.).
 DP5101
 DP5101.The modeled gravity was interpolated from observed gravity values.
 DP5101
 DP5101. The following values were computed from the NAD 83(2011) position.
 DP5101
 DP5101;                    North         East     Units Scale Factor Converg.
 DP5101;SPC MN C     -   177,387.212   898,061.566   MT  0.99998506   +0 54 38.6
 DP5101;SPC MN C     -   581,977.88  2,946,390.32   sFT  0.99998506   +0 54 38.6
 DP5101;UTM  15      - 5,059,521.837   500,697.131   MT  0.99960001   +0 00 23.1
 DP5101
 DP5101!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DP5101!SPC MN C     -   0.99996042  x   0.99998506  =   0.99994548
 DP5101!UTM  15      -   0.99996042  x   0.99960001  =   0.99956045
 DP5101
 DP5101_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWL0069759521(NAD 83)
 DP5101
 DP5101                          SUPERSEDED SURVEY CONTROL
 DP5101
 DP5101.No superseded survey control is available for this station.
 DP5101
 DP5101_MARKER: F = FLANGE-ENCASED ROD
 DP5101_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DP5101_STAMPING: 1380 BG 2014
 DP5101_MARK LOGO: MNDT
 DP5101_PROJECTION: RECESSED 5 CENTIMETERS
 DP5101_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DP5101_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DP5101_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP5101+SATELLITE: SATELLITE OBSERVATIONS - August 14, 2014
 DP5101_ROD/PIPE-DEPTH: 8.5 meters
 DP5101
 DP5101  HISTORY     - Date     Condition        Report By
 DP5101  HISTORY     - 20140618 MONUMENTED       MNDT
 DP5101  HISTORY     - 20140814 GOOD             MNDT
 DP5101
 DP5101                          STATION DESCRIPTION
 DP5101
 DP5101'DESCRIBED BY MN DEPT OF TRANSP 2014
 DP5101'0.5 MILE NORTH OF RUSH CITY, 0.35 MILE NORTH ALONG INTERSTATE 35 FROM
 DP5101'THE JUNCTION OF INTERSTATE 35 AND COUNTY ROAD 1 IN RUSH CITY, AT
 DP5101'INTERSTATE 35 MILEPOST 160.35, 52.5 FEET WEST OF SOUTHBOUND INTERSTATE
 DP5101'35 FOG LINE, 34.6 FEET EAST OF CHAIN LINK FENCE, 1.5 FEET EAST OF
 DP5101'WITNESS POST.
 DP5101
 DP5101                          STATION RECOVERY (2014)
 DP5101
 DP5101'RECOVERY NOTE BY MN DEPT OF TRANSP 2014 (KDJ)
 DP5101'RECOVERED AS DESCRIBED.
 DP5101'
 DP5101'NOTE - THE STATION STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER
 DP5101'ALUMINUM ROD DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION
 DP5101'REMOVABLE DISK SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY
 DP5101'A SIX-INCH PVC PIPE BACK FILLED WITH WASHED SAND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DP5102 ***********************************************************************
 DP5102  DESIGNATION -  1380 BH
 DP5102  PID         -  DP5102
 DP5102  STATE/COUNTY-  MN/CHISAGO
 DP5102  COUNTRY     -  US
 DP5102  USGS QUAD   -  RUSH CITY (2019)
 DP5102
 DP5102                         *CURRENT SURVEY CONTROL
 DP5102  ______________________________________________________________________
 DP5102* NAD 83(2011) POSITION- 45 40 28.69902(N) 092 59 32.34358(W)   ADJUSTED
 DP5102* NAD 83(2011) ELLIP HT-   253.661 (meters)        (10/16/14)   ADJUSTED
 DP5102* NAD 83(2011) EPOCH   -  2010.00
 DP5102* NAVD 88 ORTHO HEIGHT -   281.673 (meters)      924.12  (feet) ADJUSTED
 DP5102  ______________________________________________________________________
 DP5102  GEOID HEIGHT    -        -27.998 (meters)                     GEOID18
 DP5102  NAD 83(2011) X  -   -233,052.932 (meters)                     COMP
 DP5102  NAD 83(2011) Y  - -4,458,352.520 (meters)                     COMP
 DP5102  NAD 83(2011) Z  -  4,540,234.133 (meters)                     COMP
 DP5102  LAPLACE CORR    -          9.88  (seconds)                    DEFLEC18
 DP5102  DYNAMIC HEIGHT  -        281.667 (meters)      924.10  (feet) COMP
 DP5102  MODELED GRAVITY -    980,585.4   (mgal)                       NAVD 88
 DP5102
 DP5102  VERT ORDER      -  SECOND    CLASS I
 DP5102
 DP5102  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DP5102  Standards:
 DP5102         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DP5102            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DP5102  -------------------------------------------------------------------
 DP5102  NETWORK    0.69   2.02           0.32   0.23   1.03      0.16435729
 DP5102  -------------------------------------------------------------------
 DP5102  Click here for local accuracies and other accuracy information.
 DP5102
 DP5102.The horizontal coordinates were established by GPS observations
 DP5102.and adjusted by the MN DEPT OF TRANSP in October 2014.
 DP5102
 DP5102.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DP5102.been affixed to the stable North American tectonic plate. See 
 DP5102.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DP5102
 DP5102.The horizontal coordinates are valid at the epoch date displayed above
 DP5102.which is a decimal equivalence of Year/Month/Day.
 DP5102
 DP5102.The orthometric height was determined by differential leveling and
 DP5102.adjusted by the NATIONAL GEODETIC SURVEY
 DP5102.in September 2016.
 DP5102
 DP5102.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP5102.GEOID18 height accuracy estimate available here.
 DP5102
 DP5102.Click photographs - Photos may exist for this station.
 DP5102
 DP5102.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DP5102
 DP5102.The Laplace correction was computed from DEFLEC18 derived deflections.
 DP5102
 DP5102.The ellipsoidal height was determined by GPS observations
 DP5102.and is referenced to NAD 83.
 DP5102
 DP5102.The dynamic height is computed by dividing the NAVD 88
 DP5102.geopotential number by the normal gravity value computed on the
 DP5102.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP5102.degrees latitude (g = 980.6199 gals.).
 DP5102
 DP5102.The modeled gravity was interpolated from observed gravity values.
 DP5102
 DP5102. The following values were computed from the NAD 83(2011) position.
 DP5102
 DP5102;                    North         East     Units Scale Factor Converg.
 DP5102;SPC MN C     -   175,762.063   897,988.374   MT  0.99998794   +0 54 35.3
 DP5102;SPC MN C     -   576,646.04  2,946,150.19   sFT  0.99998794   +0 54 35.3
 DP5102;UTM  15      - 5,057,898.673   500,598.338   MT  0.99960000   +0 00 19.8
 DP5102
 DP5102!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DP5102!SPC MN C     -   0.99996023  x   0.99998794  =   0.99994817
 DP5102!UTM  15      -   0.99996023  x   0.99960000  =   0.99956025
 DP5102
 DP5102_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWL0059857898(NAD 83)
 DP5102
 DP5102                          SUPERSEDED SURVEY CONTROL
 DP5102
 DP5102.No superseded survey control is available for this station.
 DP5102
 DP5102_MARKER: F = FLANGE-ENCASED ROD
 DP5102_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DP5102_STAMPING: 1380 BH 2014
 DP5102_MARK LOGO: MNDT
 DP5102_PROJECTION: RECESSED 5 CENTIMETERS
 DP5102_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DP5102_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DP5102_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP5102+SATELLITE: SATELLITE OBSERVATIONS - August 14, 2014
 DP5102_ROD/PIPE-DEPTH: 5.8 meters
 DP5102
 DP5102  HISTORY     - Date     Condition        Report By
 DP5102  HISTORY     - 20140618 MONUMENTED       MNDT
 DP5102  HISTORY     - 20140814 GOOD             MNDT
 DP5102
 DP5102                          STATION DESCRIPTION
 DP5102
 DP5102'DESCRIBED BY MN DEPT OF TRANSP 2014
 DP5102'IN RUSH CITY, 0.75 MILE SOUTH ALONG INTERSTATE 35 FROM THE JUNCTION OF
 DP5102'INTERSTATE 35 AND COUNTY ROAD 1 IN RUSH CITY, AT INTERSTATE 35
 DP5102'MILEPOST 159.25, 60.1 FEET WEST OF SOUTHBOUND INTERSTATE 35 FOG LINE,
 DP5102'26.6 FEET EAST OF CHAIN LINK FENCE, 1.5 FEET EAST OF WITNESS POST.
 DP5102
 DP5102                          STATION RECOVERY (2014)
 DP5102
 DP5102'RECOVERY NOTE BY MN DEPT OF TRANSP 2014 (KDJ)
 DP5102'RECOVERED AS DESCRIBED.
 DP5102'
 DP5102'NOTE - THE STATION STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER
 DP5102'ALUMINUM ROD DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION
 DP5102'REMOVABLE DISK SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY
 DP5102'A SIX-INCH PVC PIPE BACK FILLED WITH WASHED SAND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DP5103 ***********************************************************************
 DP5103  DESIGNATION -  1380 BJ
 DP5103  PID         -  DP5103
 DP5103  STATE/COUNTY-  MN/CHISAGO
 DP5103  COUNTRY     -  US
 DP5103  USGS QUAD   -  RUSH CITY (2019)
 DP5103
 DP5103                         *CURRENT SURVEY CONTROL
 DP5103  ______________________________________________________________________
 DP5103* NAD 83(2011) POSITION- 45 38 04.43728(N) 092 59 33.79655(W)   ADJUSTED
 DP5103* NAD 83(2011) ELLIP HT-   253.876 (meters)        (10/16/14)   ADJUSTED
 DP5103* NAD 83(2011) EPOCH   -  2010.00
 DP5103* NAVD 88 ORTHO HEIGHT -   281.903 (meters)      924.88  (feet) ADJUSTED
 DP5103  ______________________________________________________________________
 DP5103  GEOID HEIGHT    -        -28.032 (meters)                     GEOID18
 DP5103  NAD 83(2011) X  -   -233,250.645 (meters)                     COMP
 DP5103  NAD 83(2011) Y  - -4,461,531.943 (meters)                     COMP
 DP5103  NAD 83(2011) Z  -  4,537,120.991 (meters)                     COMP
 DP5103  LAPLACE CORR    -         10.01  (seconds)                    DEFLEC18
 DP5103  DYNAMIC HEIGHT  -        281.896 (meters)      924.85  (feet) COMP
 DP5103  MODELED GRAVITY -    980,583.7   (mgal)                       NAVD 88
 DP5103
 DP5103  VERT ORDER      -  SECOND    CLASS I
 DP5103
 DP5103  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DP5103  Standards:
 DP5103         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DP5103            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DP5103  -------------------------------------------------------------------
 DP5103  NETWORK    0.67   2.00           0.30   0.24   1.02      0.15491408
 DP5103  -------------------------------------------------------------------
 DP5103  Click here for local accuracies and other accuracy information.
 DP5103
 DP5103.The horizontal coordinates were established by GPS observations
 DP5103.and adjusted by the MN DEPT OF TRANSP in October 2014.
 DP5103
 DP5103.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DP5103.been affixed to the stable North American tectonic plate. See 
 DP5103.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DP5103
 DP5103.The horizontal coordinates are valid at the epoch date displayed above
 DP5103.which is a decimal equivalence of Year/Month/Day.
 DP5103
 DP5103.The orthometric height was determined by differential leveling and
 DP5103.adjusted by the NATIONAL GEODETIC SURVEY
 DP5103.in September 2016.
 DP5103
 DP5103.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP5103.GEOID18 height accuracy estimate available here.
 DP5103
 DP5103.Click photographs - Photos may exist for this station.
 DP5103
 DP5103.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DP5103
 DP5103.The Laplace correction was computed from DEFLEC18 derived deflections.
 DP5103
 DP5103.The ellipsoidal height was determined by GPS observations
 DP5103.and is referenced to NAD 83.
 DP5103
 DP5103.The dynamic height is computed by dividing the NAVD 88
 DP5103.geopotential number by the normal gravity value computed on the
 DP5103.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP5103.degrees latitude (g = 980.6199 gals.).
 DP5103
 DP5103.The modeled gravity was interpolated from observed gravity values.
 DP5103
 DP5103. The following values were computed from the NAD 83(2011) position.
 DP5103
 DP5103;                    North         East     Units Scale Factor Converg.
 DP5103;SPC MN C     -   171,308.296   898,027.627   MT  0.99999617   +0 54 34.2
 DP5103;SPC MN C     -   562,033.97  2,946,278.97   sFT  0.99999617   +0 54 34.2
 DP5103;UTM  15      - 5,053,446.588   500,567.308   MT  0.99960000   +0 00 18.7
 DP5103
 DP5103!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DP5103!SPC MN C     -   0.99996020  x   0.99999617  =   0.99995637
 DP5103!UTM  15      -   0.99996020  x   0.99960000  =   0.99956022
 DP5103
 DP5103_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWL0056753446(NAD 83)
 DP5103
 DP5103                          SUPERSEDED SURVEY CONTROL
 DP5103
 DP5103.No superseded survey control is available for this station.
 DP5103
 DP5103_MARKER: F = FLANGE-ENCASED ROD
 DP5103_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DP5103_STAMPING: 1380 BJ 2014
 DP5103_MARK LOGO: MNDT
 DP5103_PROJECTION: RECESSED 5 CENTIMETERS
 DP5103_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DP5103_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DP5103_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP5103+SATELLITE: SATELLITE OBSERVATIONS - August 14, 2014
 DP5103_ROD/PIPE-DEPTH: 14.3 meters
 DP5103
 DP5103  HISTORY     - Date     Condition        Report By
 DP5103  HISTORY     - 20140618 MONUMENTED       MNDT
 DP5103  HISTORY     - 20140814 GOOD             MNDT
 DP5103
 DP5103                          STATION DESCRIPTION
 DP5103
 DP5103'DESCRIBED BY MN DEPT OF TRANSP 2014
 DP5103'IN HARRIS, 3.9 MILES NORTH ALONG INTERSTATE 35 FROM THE JUNCTION OF
 DP5103'INTERSTATE 35 AND COUNTY ROAD 10 IN HARRIS, AT INTERSTATE 35 MILEPOST
 DP5103'156.5, 60.9 FEET WEST OF SOUTHBOUND INTERSTATE 35 FOG LINE, 25.2 FEET
 DP5103'EAST OF RIGHT OF WAY FENCE, 1.5 FEET EAST OF WITNESS POST.
 DP5103
 DP5103                          STATION RECOVERY (2014)
 DP5103
 DP5103'RECOVERY NOTE BY MN DEPT OF TRANSP 2014 (KDJ)
 DP5103'RECOVERED AS DESCRIBED.
 DP5103'
 DP5103'NOTE - THE STATION STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER
 DP5103'ALUMINUM ROD DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION
 DP5103'REMOVABLE DISK SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY
 DP5103'A SIX-INCH PVC PIPE BACK FILLED WITH WASHED SAND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DP7324 ***********************************************************************
 DP7324  DESIGNATION -  1380 BK
 DP7324  PID         -  DP7324
 DP7324  STATE/COUNTY-  MN/CHISAGO
 DP7324  COUNTRY     -  US
 DP7324  USGS QUAD   -  NORTH BRANCH (2019)
 DP7324
 DP7324                         *CURRENT SURVEY CONTROL
 DP7324  ______________________________________________________________________
 DP7324* NAD 83(1986) POSITION- 45 37 10.88   (N) 092 59 33.87   (W)   HD_HELD1
 DP7324* NAVD 88 ORTHO HEIGHT -   281.914 (meters)      924.91  (feet) ADJUSTED
 DP7324  ______________________________________________________________________
 DP7324  GEOID HEIGHT    -        -28.044 (meters)                     GEOID18
 DP7324  DYNAMIC HEIGHT  -        281.907 (meters)      924.89  (feet) COMP
 DP7324  MODELED GRAVITY -    980,583.0   (mgal)                       NAVD 88
 DP7324
 DP7324  VERT ORDER      -  SECOND    CLASS I
 DP7324
 DP7324.The horizontal coordinates were determined by differentially corrected
 DP7324.hand held GPS observations or other comparable positioning techniques
 DP7324.and have an estimated accuracy of +/- 3 meters.
 DP7324
 DP7324.The orthometric height was determined by differential leveling and
 DP7324.adjusted by the NATIONAL GEODETIC SURVEY
 DP7324.in September 2016.
 DP7324
 DP7324.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP7324.GEOID18 height accuracy estimate available here.
 DP7324
 DP7324.Click photographs - Photos may exist for this station.
 DP7324
 DP7324.The dynamic height is computed by dividing the NAVD 88
 DP7324.geopotential number by the normal gravity value computed on the
 DP7324.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP7324.degrees latitude (g = 980.6199 gals.).
 DP7324
 DP7324.The modeled gravity was interpolated from observed gravity values.
 DP7324
 DP7324;                    North         East    Units  Estimated Accuracy
 DP7324;SPC MN C     -   169,655.0     898,052.3     MT  (+/- 3 meters HH1 GPS) 
 DP7324
 DP7324_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWL0056551793(NAD 83)
 DP7324
 DP7324                          SUPERSEDED SURVEY CONTROL
 DP7324
 DP7324.No superseded survey control is available for this station.
 DP7324
 DP7324_MARKER: F = FLANGE-ENCASED ROD
 DP7324_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DP7324_STAMPING: 1380 BK 2014
 DP7324_MARK LOGO: MNDT
 DP7324_PROJECTION: RECESSED 5 CENTIMETERS
 DP7324_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DP7324_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DP7324_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP7324+SATELLITE: SATELLITE OBSERVATIONS - June 18, 2014
 DP7324_ROD/PIPE-DEPTH: 15.8 meters
 DP7324
 DP7324  HISTORY     - Date     Condition        Report By
 DP7324  HISTORY     - 20140618 MONUMENTED       MNDT
 DP7324
 DP7324                          STATION DESCRIPTION
 DP7324
 DP7324'DESCRIBED BY MN DEPT OF TRANSP 2014
 DP7324'THE STATION IS LOCATED ABOUT 7.5 MI (12.1 KM) NORTH OF NORTH BRANCH,
 DP7324'4.7 MI (7.6 KM) SOUTH-SOUTHWEST OF RUSH CITY AND 4.2 MI (6.8 KM)
 DP7324'NORTHEAST OF STARK.
 DP7324'
 DP7324'TO REACH THE MARK GO 2.9 MI (4.7 KM) NORTH ALONG INTERSTATE HIGHWAY 35
 DP7324'FROM THE JUNCTION OF INTERSTATE HIGHWAY 35 AND COUNTY ROAD 10 IN
 DP7324'HARRIS, AT INTERSTATE HIGHWAY 35 MILE POINT 155.5.
 DP7324'
 DP7324'THE MARK IS LOCATED 71.0 FT (21.6 M) WEST OF SOUTHBOUND INTERSTATE
 DP7324'HIGHWAY 35 FOG LINE, 15.3 FT (4.7 M) EAST OF RIGHT-OF-WAY FENCE, 1.5
 DP7324'FT (0.5 M) EAST OF A WITNESS POST.
 DP7324'
 DP7324'NOTE - THE STATION STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER
 DP7324'ALUMINUM ROD DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION
 DP7324'REMOVABLE DISK SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY
 DP7324'A SIX-INCH PVC PIPE BACK FILLED WITH WASHED SAND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DP5104 ***********************************************************************
 DP5104  DESIGNATION -  1380 BL
 DP5104  PID         -  DP5104
 DP5104  STATE/COUNTY-  MN/CHISAGO
 DP5104  COUNTRY     -  US
 DP5104  USGS QUAD   -  STACY (2019)
 DP5104
 DP5104                         *CURRENT SURVEY CONTROL
 DP5104  ______________________________________________________________________
 DP5104* NAD 83(2011) POSITION- 45 29 43.83069(N) 092 59 44.06853(W)   ADJUSTED
 DP5104* NAD 83(2011) ELLIP HT-   247.825 (meters)        (10/16/14)   ADJUSTED
 DP5104* NAD 83(2011) EPOCH   -  2010.00
 DP5104* NAVD 88 ORTHO HEIGHT -   275.934 (meters)      905.29  (feet) ADJUSTED
 DP5104  ______________________________________________________________________
 DP5104  GEOID HEIGHT    -        -28.127 (meters)                     GEOID18
 DP5104  NAD 83(2011) X  -   -234,049.344 (meters)                     COMP
 DP5104  NAD 83(2011) Y  - -4,472,537.182 (meters)                     COMP
 DP5104  NAD 83(2011) Z  -  4,526,296.053 (meters)                     COMP
 DP5104  LAPLACE CORR    -          9.66  (seconds)                    DEFLEC18
 DP5104  DYNAMIC HEIGHT  -        275.923 (meters)      905.26  (feet) COMP
 DP5104  MODELED GRAVITY -    980,565.9   (mgal)                       NAVD 88
 DP5104
 DP5104  VERT ORDER      -  SECOND    CLASS I
 DP5104
 DP5104  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DP5104  Standards:
 DP5104         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DP5104            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DP5104  -------------------------------------------------------------------
 DP5104  NETWORK    0.58   1.61           0.27   0.19   0.82      0.15516731
 DP5104  -------------------------------------------------------------------
 DP5104  Click here for local accuracies and other accuracy information.
 DP5104
 DP5104.The horizontal coordinates were established by GPS observations
 DP5104.and adjusted by the MN DEPT OF TRANSP in October 2014.
 DP5104
 DP5104.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DP5104.been affixed to the stable North American tectonic plate. See 
 DP5104.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DP5104
 DP5104.The horizontal coordinates are valid at the epoch date displayed above
 DP5104.which is a decimal equivalence of Year/Month/Day.
 DP5104
 DP5104.The orthometric height was determined by differential leveling and
 DP5104.adjusted by the NATIONAL GEODETIC SURVEY
 DP5104.in September 2016.
 DP5104
 DP5104.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP5104.GEOID18 height accuracy estimate available here.
 DP5104
 DP5104.Click photographs - Photos may exist for this station.
 DP5104
 DP5104.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DP5104
 DP5104.The Laplace correction was computed from DEFLEC18 derived deflections.
 DP5104
 DP5104.The ellipsoidal height was determined by GPS observations
 DP5104.and is referenced to NAD 83.
 DP5104
 DP5104.The dynamic height is computed by dividing the NAVD 88
 DP5104.geopotential number by the normal gravity value computed on the
 DP5104.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP5104.degrees latitude (g = 980.6199 gals.).
 DP5104
 DP5104.The modeled gravity was interpolated from observed gravity values.
 DP5104
 DP5104. The following values were computed from the NAD 83(2011) position.
 DP5104
 DP5104;                    North         East     Units Scale Factor Converg.
 DP5104;SPC MN C     -   155,851.295   898,049.946   MT  1.00002845   +0 54 26.8
 DP5104;SPC MN C     -   511,322.12  2,946,352.20   sFT  1.00002845   +0 54 26.8
 DP5104;UTM  15      - 5,037,997.524   500,345.770   MT  0.99960000   +0 00 11.4
 DP5104
 DP5104!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DP5104!SPC MN C     -   0.99996115  x   1.00002845  =   0.99998960
 DP5104!UTM  15      -   0.99996115  x   0.99960000  =   0.99956116
 DP5104
 DP5104_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWL0034537997(NAD 83)
 DP5104
 DP5104                          SUPERSEDED SURVEY CONTROL
 DP5104
 DP5104.No superseded survey control is available for this station.
 DP5104
 DP5104_MARKER: F = FLANGE-ENCASED ROD
 DP5104_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DP5104_STAMPING: 1380 BL 2014
 DP5104_MARK LOGO: MNDT
 DP5104_PROJECTION: RECESSED 5 CENTIMETERS
 DP5104_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DP5104_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DP5104_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP5104+SATELLITE: SATELLITE OBSERVATIONS - October 14, 2020
 DP5104_ROD/PIPE-DEPTH: 12.2 meters
 DP5104
 DP5104  HISTORY     - Date     Condition        Report By
 DP5104  HISTORY     - 20140612 MONUMENTED       MNDT
 DP5104  HISTORY     - 20140814 GOOD             MNDT
 DP5104  HISTORY     - 20201014 GOOD             MNDT
 DP5104
 DP5104                          STATION DESCRIPTION
 DP5104
 DP5104'DESCRIBED BY MN DEPT OF TRANSP 2014
 DP5104'IN NORTH BRANCH, 1.0 MILE SOUTH ALONG INTERSTATE 35 FROM THE JUNCTION
 DP5104'OF INTERSTATE 35 AND TRUNK HIGHWAY 95 IN NORTH BRANCH, AT INTERSTATE
 DP5104'35 MILEPOST 146.85, 42.0 FEET WEST OF SOUTHBOUND INTERSTATE 35 FOG
 DP5104'LINE, 30.7 FEET NORTHEAST OF RIGHT OF WAY POST, 1.5 FEET EAST OF
 DP5104'WITNESS POST.
 DP5104
 DP5104                          STATION RECOVERY (2014)
 DP5104
 DP5104'RECOVERY NOTE BY MN DEPT OF TRANSP 2014 (TJD)
 DP5104'RECOVERED AS DESCRIBED.
 DP5104'
 DP5104'NOTE - THE STATION STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER
 DP5104'ALUMINUM ROD DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION
 DP5104'REMOVABLE DISK SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY
 DP5104'A SIX-INCH PVC PIPE BACK FILLED WITH WASHED SAND.
 DP5104
 DP5104                          STATION RECOVERY (2020)
 DP5104
 DP5104'RECOVERY NOTE BY MN DEPT OF TRANSP 2020 (KMS)
 DP5104'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DP5105 ***********************************************************************
 DP5105  DESIGNATION -  1380 BM
 DP5105  PID         -  DP5105
 DP5105  STATE/COUNTY-  MN/CHISAGO
 DP5105  COUNTRY     -  US
 DP5105  USGS QUAD   -  STACY (2019)
 DP5105
 DP5105                         *CURRENT SURVEY CONTROL
 DP5105  ______________________________________________________________________
 DP5105* NAD 83(2011) POSITION- 45 28 58.25153(N) 092 59 49.70532(W)   ADJUSTED
 DP5105* NAD 83(2011) ELLIP HT-   246.607 (meters)        (10/16/14)   ADJUSTED
 DP5105* NAD 83(2011) EPOCH   -  2010.00
 DP5105* NAVD 88 ORTHO HEIGHT -   274.739 (meters)      901.37  (feet) ADJUSTED
 DP5105  ______________________________________________________________________
 DP5105  GEOID HEIGHT    -        -28.125 (meters)                     GEOID18
 DP5105  NAD 83(2011) X  -   -234,223.994 (meters)                     COMP
 DP5105  NAD 83(2011) Y  - -4,473,532.060 (meters)                     COMP
 DP5105  NAD 83(2011) Z  -  4,525,308.674 (meters)                     COMP
 DP5105  LAPLACE CORR    -          9.67  (seconds)                    DEFLEC18
 DP5105  DYNAMIC HEIGHT  -        274.727 (meters)      901.33  (feet) COMP
 DP5105  MODELED GRAVITY -    980,564.7   (mgal)                       NAVD 88
 DP5105
 DP5105  VERT ORDER      -  SECOND    CLASS I
 DP5105
 DP5105  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DP5105  Standards:
 DP5105         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DP5105            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DP5105  -------------------------------------------------------------------
 DP5105  NETWORK    0.57   1.59           0.26   0.19   0.81      0.17468763
 DP5105  -------------------------------------------------------------------
 DP5105  Click here for local accuracies and other accuracy information.
 DP5105
 DP5105.The horizontal coordinates were established by GPS observations
 DP5105.and adjusted by the MN DEPT OF TRANSP in October 2014.
 DP5105
 DP5105.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DP5105.been affixed to the stable North American tectonic plate. See 
 DP5105.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DP5105
 DP5105.The horizontal coordinates are valid at the epoch date displayed above
 DP5105.which is a decimal equivalence of Year/Month/Day.
 DP5105
 DP5105.The orthometric height was determined by differential leveling and
 DP5105.adjusted by the NATIONAL GEODETIC SURVEY
 DP5105.in September 2016.
 DP5105
 DP5105.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP5105.GEOID18 height accuracy estimate available here.
 DP5105
 DP5105.Click photographs - Photos may exist for this station.
 DP5105
 DP5105.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DP5105
 DP5105.The Laplace correction was computed from DEFLEC18 derived deflections.
 DP5105
 DP5105.The ellipsoidal height was determined by GPS observations
 DP5105.and is referenced to NAD 83.
 DP5105
 DP5105.The dynamic height is computed by dividing the NAVD 88
 DP5105.geopotential number by the normal gravity value computed on the
 DP5105.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP5105.degrees latitude (g = 980.6199 gals.).
 DP5105
 DP5105.The modeled gravity was interpolated from observed gravity values.
 DP5105
 DP5105. The following values were computed from the NAD 83(2011) position.
 DP5105
 DP5105;                    North         East     Units Scale Factor Converg.
 DP5105;SPC MN C     -   154,442.344   897,949.828   MT  1.00003168   +0 54 22.7
 DP5105;SPC MN C     -   506,699.59  2,946,023.73   sFT  1.00003168   +0 54 22.7
 DP5105;UTM  15      - 5,036,590.935   500,223.482   MT  0.99960000   +0 00 07.3
 DP5105
 DP5105!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DP5105!SPC MN C     -   0.99996134  x   1.00003168  =   0.99999302
 DP5105!UTM  15      -   0.99996134  x   0.99960000  =   0.99956135
 DP5105
 DP5105_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWL0022336590(NAD 83)
 DP5105
 DP5105                          SUPERSEDED SURVEY CONTROL
 DP5105
 DP5105.No superseded survey control is available for this station.
 DP5105
 DP5105_MARKER: I = METAL ROD
 DP5105_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DP5105_STAMPING: 1380 BM 2014
 DP5105_MARK LOGO: MNDT
 DP5105_PROJECTION: RECESSED 10 CENTIMETERS
 DP5105_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DP5105_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DP5105_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP5105+SATELLITE: SATELLITE OBSERVATIONS - October 14, 2020
 DP5105_ROD/PIPE-DEPTH: 22.6 meters
 DP5105
 DP5105  HISTORY     - Date     Condition        Report By
 DP5105  HISTORY     - 20140618 MONUMENTED       MNDT
 DP5105  HISTORY     - 20140814 GOOD             MNDT
 DP5105  HISTORY     - 20201014 GOOD             MNDT
 DP5105
 DP5105                          STATION DESCRIPTION
 DP5105
 DP5105'DESCRIBED BY MN DEPT OF TRANSP 2014
 DP5105'IN NORTH BRANCH, 2.1 MILES SOUTH ALONG INTERSTATE 35 FROM THE JUNCTION
 DP5105'OF INTERSTATE 35 AND TRUNK HIGHWAY 95 IN NORTH BRANCH, AT INTERSTATE
 DP5105'35 MILEPOST 146.0, 62.3 FEET WEST OF SOUTHBOUND INTERSTATE 35 FOG
 DP5105'LINE, 24.9 FEET EAST OF RIGHT OF WAY FENCE, 1.5 FEET EAST OF WITNESS
 DP5105'POST.
 DP5105
 DP5105                          STATION RECOVERY (2014)
 DP5105
 DP5105'RECOVERY NOTE BY MN DEPT OF TRANSP 2014 (KDJ)
 DP5105'RECOVERED AS DESCRIBED.
 DP5105'
 DP5105'NOTE - THE STATION STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER
 DP5105'ALUMINUM ROD DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION
 DP5105'REMOVABLE DISK SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY
 DP5105'A SIX-INCH PVC PIPE BACK FILLED WITH WASHED SAND.
 DP5105
 DP5105                          STATION RECOVERY (2020)
 DP5105
 DP5105'RECOVERY NOTE BY MN DEPT OF TRANSP 2020 (KMS)
 DP5105'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DP7323 ***********************************************************************
 DP7323  DESIGNATION -  1380 BN
 DP7323  PID         -  DP7323
 DP7323  STATE/COUNTY-  MN/CHISAGO
 DP7323  COUNTRY     -  US
 DP7323  USGS QUAD   -  STACY (2019)
 DP7323
 DP7323                         *CURRENT SURVEY CONTROL
 DP7323  ______________________________________________________________________
 DP7323* NAD 83(1986) POSITION- 45 28 08.04   (N) 092 59 48.11   (W)   HD_HELD1
 DP7323* NAVD 88 ORTHO HEIGHT -   277.090 (meters)      909.09  (feet) ADJUSTED
 DP7323  ______________________________________________________________________
 DP7323  GEOID HEIGHT    -        -28.112 (meters)                     GEOID18
 DP7323  DYNAMIC HEIGHT  -        277.078 (meters)      909.05  (feet) COMP
 DP7323  MODELED GRAVITY -    980,564.4   (mgal)                       NAVD 88
 DP7323
 DP7323  VERT ORDER      -  SECOND    CLASS I
 DP7323
 DP7323.The horizontal coordinates were determined by differentially corrected
 DP7323.hand held GPS observations or other comparable positioning techniques
 DP7323.and have an estimated accuracy of +/- 3 meters.
 DP7323
 DP7323.The orthometric height was determined by differential leveling and
 DP7323.adjusted by the NATIONAL GEODETIC SURVEY
 DP7323.in September 2016.
 DP7323
 DP7323.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP7323.GEOID18 height accuracy estimate available here.
 DP7323
 DP7323.Click photographs - Photos may exist for this station.
 DP7323
 DP7323.The dynamic height is computed by dividing the NAVD 88
 DP7323.geopotential number by the normal gravity value computed on the
 DP7323.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP7323.degrees latitude (g = 980.6199 gals.).
 DP7323
 DP7323.The modeled gravity was interpolated from observed gravity values.
 DP7323
 DP7323;                    North         East    Units  Estimated Accuracy
 DP7323;SPC MN C     -   152,892.9     898,009.0     MT  (+/- 3 meters HH1 GPS) 
 DP7323
 DP7323_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWL0025835041(NAD 83)
 DP7323
 DP7323                          SUPERSEDED SURVEY CONTROL
 DP7323
 DP7323.No superseded survey control is available for this station.
 DP7323
 DP7323_MARKER: F = FLANGE-ENCASED ROD
 DP7323_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DP7323_STAMPING: 1380 BN 2014
 DP7323_MARK LOGO: MNDT
 DP7323_PROJECTION: RECESSED 5 CENTIMETERS
 DP7323_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DP7323_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DP7323_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP7323+SATELLITE: SATELLITE OBSERVATIONS - June 18, 2014
 DP7323_ROD/PIPE-DEPTH: 24.1 meters
 DP7323
 DP7323  HISTORY     - Date     Condition        Report By
 DP7323  HISTORY     - 20140618 MONUMENTED       MNDT
 DP7323
 DP7323                          STATION DESCRIPTION
 DP7323
 DP7323'DESCRIBED BY MN DEPT OF TRANSP 2014
 DP7323'THE STATION IS LOCATED ABOUT 8.3 MI (13.4 KM) SOUTH-SOUTHEAST OF
 DP7323'STARK, 4.9 MI (7.9 KM) NORTH OF STACY AND 3.0 MI (4.8 KM)
 DP7323'SOUTH-SOUTHWEST OF NORTH BRANCH.
 DP7323'
 DP7323'TO REACH THE MARK GO 5.1 MI (8.2 KM) NORTH ALONG INTERSTATE HIGHWAY 35
 DP7323'FROM THE JUNCTION OF INTERSTATE HIGHWAY 35 AND COUNTY ROAD 19 IN
 DP7323'STACY, AT INTERSTATE HIGHWAY 35 MILE POINT 145.01, 1.2 MI (1.9 KM)
 DP7323'NORTH OF COUNTY ROAD 17.
 DP7323'
 DP7323'THE MARK IS LOCATED 59.9 FT (18.3 M) WEST OF SOUTHBOUND INTERSTATE
 DP7323'HIGHWAY 35 FOG LINE, 26.4 FT (8.0 M) EAST OF RIGHT-OF-WAY FENCE, 1.5
 DP7323'FT (0.5 M) EAST OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DP5106 ***********************************************************************
 DP5106  DESIGNATION -  1380 BP
 DP5106  PID         -  DP5106
 DP5106  STATE/COUNTY-  MN/CHISAGO
 DP5106  COUNTRY     -  US
 DP5106  USGS QUAD   -  STACY (2019)
 DP5106
 DP5106                         *CURRENT SURVEY CONTROL
 DP5106  ______________________________________________________________________
 DP5106* NAD 83(2011) POSITION- 45 25 14.02394(N) 092 59 24.59998(W)   ADJUSTED
 DP5106* NAD 83(2011) ELLIP HT-   249.112 (meters)        (10/16/14)   ADJUSTED
 DP5106* NAD 83(2011) EPOCH   -  2010.00
 DP5106* NAVD 88 ORTHO HEIGHT -   277.126 (meters)      909.20  (feet) ADJUSTED
 DP5106  ______________________________________________________________________
 DP5106  GEOID HEIGHT    -        -28.013 (meters)                     GEOID18
 DP5106  NAD 83(2011) X  -   -233,936.948 (meters)                     COMP
 DP5106  NAD 83(2011) Y  - -4,478,489.108 (meters)                     COMP
 DP5106  NAD 83(2011) Z  -  4,520,454.107 (meters)                     COMP
 DP5106  LAPLACE CORR    -          8.97  (seconds)                    DEFLEC18
 DP5106  DYNAMIC HEIGHT  -        277.116 (meters)      909.17  (feet) COMP
 DP5106  MODELED GRAVITY -    980,570.8   (mgal)                       NAVD 88
 DP5106
 DP5106  VERT ORDER      -  SECOND    CLASS I
 DP5106
 DP5106  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DP5106  Standards:
 DP5106         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DP5106            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DP5106  -------------------------------------------------------------------
 DP5106  NETWORK    0.61   1.69           0.28   0.21   0.86      0.15566643
 DP5106  -------------------------------------------------------------------
 DP5106  Click here for local accuracies and other accuracy information.
 DP5106
 DP5106.The horizontal coordinates were established by GPS observations
 DP5106.and adjusted by the MN DEPT OF TRANSP in October 2014.
 DP5106
 DP5106.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DP5106.been affixed to the stable North American tectonic plate. See 
 DP5106.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DP5106
 DP5106.The horizontal coordinates are valid at the epoch date displayed above
 DP5106.which is a decimal equivalence of Year/Month/Day.
 DP5106
 DP5106.The orthometric height was determined by differential leveling and
 DP5106.adjusted by the NATIONAL GEODETIC SURVEY
 DP5106.in September 2016.
 DP5106
 DP5106.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP5106.GEOID18 height accuracy estimate available here.
 DP5106
 DP5106.Click photographs - Photos may exist for this station.
 DP5106
 DP5106.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DP5106
 DP5106.The Laplace correction was computed from DEFLEC18 derived deflections.
 DP5106
 DP5106.The ellipsoidal height was determined by GPS observations
 DP5106.and is referenced to NAD 83.
 DP5106
 DP5106.The dynamic height is computed by dividing the NAVD 88
 DP5106.geopotential number by the normal gravity value computed on the
 DP5106.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP5106.degrees latitude (g = 980.6199 gals.).
 DP5106
 DP5106.The modeled gravity was interpolated from observed gravity values.
 DP5106
 DP5106. The following values were computed from the NAD 83(2011) position.
 DP5106
 DP5106;                    North         East     Units Scale Factor Converg.
 DP5106;SPC MN C     -   147,529.150   898,605.102   MT  1.00004825   +0 54 40.9
 DP5106;SPC MN C     -   484,018.55  2,948,173.57   sFT  1.00004825   +0 54 40.9
 DP5106;UTM  15      - 5,029,671.305   500,769.327   MT  0.99960001   +0 00 25.2
 DP5106
 DP5106!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DP5106!SPC MN C     -   0.99996095  x   1.00004825  =   1.00000919
 DP5106!UTM  15      -   0.99996095  x   0.99960001  =   0.99956097
 DP5106
 DP5106_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWL0076929671(NAD 83)
 DP5106
 DP5106                          SUPERSEDED SURVEY CONTROL
 DP5106
 DP5106.No superseded survey control is available for this station.
 DP5106
 DP5106_MARKER: F = FLANGE-ENCASED ROD
 DP5106_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DP5106_STAMPING: 1380 BP 2014
 DP5106_MARK LOGO: MNDT
 DP5106_PROJECTION: FLUSH
 DP5106_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DP5106_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DP5106_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP5106+SATELLITE: SATELLITE OBSERVATIONS - August 14, 2014
 DP5106_ROD/PIPE-DEPTH: 14.9 meters
 DP5106
 DP5106  HISTORY     - Date     Condition        Report By
 DP5106  HISTORY     - 20140618 MONUMENTED       MNDT
 DP5106  HISTORY     - 20140814 GOOD             MNDT
 DP5106
 DP5106                          STATION DESCRIPTION
 DP5106
 DP5106'DESCRIBED BY MN DEPT OF TRANSP 2014
 DP5106'1.7 MILES NORTH OF STACY, 1.7 MILES NORTH ALONG INTERSTATE 35 FROM THE
 DP5106'JUNCTION OF INTERSTATE 35 AND COUNTY ROAD 19 IN STACY, AT INTERSTATE
 DP5106'35 MILEPOST 141.65, 62.7 FEET WEST OF SOUTHBOUND INTERSTATE 35 FOG
 DP5106'LINE, 24.8 FEET EAST OF RIGHT OF WAY FENCE, 1.5 FEET EAST OF WITNESS
 DP5106'POST.
 DP5106
 DP5106                          STATION RECOVERY (2014)
 DP5106
 DP5106'RECOVERY NOTE BY MN DEPT OF TRANSP 2014 (KDJ)
 DP5106'RECOVERED AS DESCRIBED.
 DP5106'
 DP5106'NOTE - THE STATION STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER
 DP5106'ALUMINUM ROD DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION
 DP5106'REMOVABLE DISK SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY
 DP5106'A SIX-INCH PVC PIPE BACK FILLED WITH WASHED SAND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DP5107 ***********************************************************************
 DP5107  DESIGNATION -  1380 BQ
 DP5107  PID         -  DP5107
 DP5107  STATE/COUNTY-  MN/CHISAGO
 DP5107  COUNTRY     -  US
 DP5107  USGS QUAD   -  STACY (2019)
 DP5107
 DP5107                         *CURRENT SURVEY CONTROL
 DP5107  ______________________________________________________________________
 DP5107* NAD 83(2011) POSITION- 45 24 19.02546(N) 092 59 36.64570(W)   ADJUSTED
 DP5107* NAD 83(2011) ELLIP HT-   249.469 (meters)        (10/16/14)   ADJUSTED
 DP5107* NAD 83(2011) EPOCH   -  2010.00
 DP5107* NAVD 88 ORTHO HEIGHT -   277.457 (meters)      910.29  (feet) ADJUSTED
 DP5107  ______________________________________________________________________
 DP5107  GEOID HEIGHT    -        -27.987 (meters)                     GEOID18
 DP5107  NAD 83(2011) X  -   -234,261.653 (meters)                     COMP
 DP5107  NAD 83(2011) Y  - -4,479,683.320 (meters)                     COMP
 DP5107  NAD 83(2011) Z  -  4,519,262.386 (meters)                     COMP
 DP5107  LAPLACE CORR    -          8.62  (seconds)                    DEFLEC18
 DP5107  DYNAMIC HEIGHT  -        277.447 (meters)      910.26  (feet) COMP
 DP5107  MODELED GRAVITY -    980,572.9   (mgal)                       NAVD 88
 DP5107
 DP5107  VERT ORDER      -  SECOND    CLASS I
 DP5107
 DP5107  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DP5107  Standards:
 DP5107         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DP5107            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DP5107  -------------------------------------------------------------------
 DP5107  NETWORK    0.61   1.63           0.28   0.20   0.83      0.14832372
 DP5107  -------------------------------------------------------------------
 DP5107  Click here for local accuracies and other accuracy information.
 DP5107
 DP5107.The horizontal coordinates were established by GPS observations
 DP5107.and adjusted by the MN DEPT OF TRANSP in October 2014.
 DP5107
 DP5107.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DP5107.been affixed to the stable North American tectonic plate. See 
 DP5107.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DP5107
 DP5107.The horizontal coordinates are valid at the epoch date displayed above
 DP5107.which is a decimal equivalence of Year/Month/Day.
 DP5107
 DP5107.The orthometric height was determined by differential leveling and
 DP5107.adjusted by the NATIONAL GEODETIC SURVEY
 DP5107.in September 2016.
 DP5107
 DP5107.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP5107.GEOID18 height accuracy estimate available here.
 DP5107
 DP5107.Click photographs - Photos may exist for this station.
 DP5107
 DP5107.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DP5107
 DP5107.The Laplace correction was computed from DEFLEC18 derived deflections.
 DP5107
 DP5107.The ellipsoidal height was determined by GPS observations
 DP5107.and is referenced to NAD 83.
 DP5107
 DP5107.The dynamic height is computed by dividing the NAVD 88
 DP5107.geopotential number by the normal gravity value computed on the
 DP5107.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP5107.degrees latitude (g = 980.6199 gals.).
 DP5107
 DP5107.The modeled gravity was interpolated from observed gravity values.
 DP5107
 DP5107. The following values were computed from the NAD 83(2011) position.
 DP5107
 DP5107;                    North         East     Units Scale Factor Converg.
 DP5107;SPC MN C     -   145,827.196   898,370.171   MT  1.00005249   +0 54 32.1
 DP5107;SPC MN C     -   478,434.73  2,947,402.80   sFT  1.00005249   +0 54 32.1
 DP5107;UTM  15      - 5,027,974.035   500,507.682   MT  0.99960000   +0 00 16.6
 DP5107
 DP5107!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DP5107!SPC MN C     -   0.99996089  x   1.00005249  =   1.00001338
 DP5107!UTM  15      -   0.99996089  x   0.99960000  =   0.99956091
 DP5107
 DP5107_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWL0050727974(NAD 83)
 DP5107
 DP5107                          SUPERSEDED SURVEY CONTROL
 DP5107
 DP5107.No superseded survey control is available for this station.
 DP5107
 DP5107_MARKER: F = FLANGE-ENCASED ROD
 DP5107_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DP5107_STAMPING: 1380 BQ 2014
 DP5107_MARK LOGO: MNDT
 DP5107_PROJECTION: RECESSED 3 CENTIMETERS
 DP5107_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DP5107_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DP5107_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP5107+SATELLITE: SATELLITE OBSERVATIONS - August 14, 2014
 DP5107_ROD/PIPE-DEPTH: 18.0 meters
 DP5107
 DP5107  HISTORY     - Date     Condition        Report By
 DP5107  HISTORY     - 20140617 MONUMENTED       MNDT
 DP5107  HISTORY     - 20140814 GOOD             MNDT
 DP5107
 DP5107                          STATION DESCRIPTION
 DP5107
 DP5107'DESCRIBED BY MN DEPT OF TRANSP 2014
 DP5107'0.6 MILE NORTH OF STACY, 0.6 MILE NORTH ALONG NORTHBOUND INTERSTATE 35
 DP5107'FROM THE JUNCTION OF INTERSTATE 35 AND COUNTY ROAD 19, AT INTERSTATE
 DP5107'35 MILE POST 140.5, 27.4 FEET WEST OF NORTHBOUND INTERSTATE 35 FOG
 DP5107'LINE, 14.5 FEET EAST OF SOUTHBOUND INTERSTATE 35 FOG LINE, 44.0 FEET
 DP5107'SOUTH OF CROSSOVER, 4.9 FEET EAST OF GUARDRAIL, 7.3 FEET SOUTHEAST OF
 DP5107'WITNESS POST.
 DP5107
 DP5107                          STATION RECOVERY (2014)
 DP5107
 DP5107'RECOVERY NOTE BY MN DEPT OF TRANSP 2014 (KDJ)
 DP5107'RECOVERED AS DESCRIBED.
 DP5107'
 DP5107'NOTE - THE STATION STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER
 DP5107'ALUMINUM ROD DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION
 DP5107'REMOVABLE DISK SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY
 DP5107'A SIX-INCH PVC PIPE BACK FILLED WITH WASHED SAND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DP5108 ***********************************************************************
 DP5108  DESIGNATION -  1380 BR
 DP5108  PID         -  DP5108
 DP5108  STATE/COUNTY-  MN/CHISAGO
 DP5108  COUNTRY     -  US
 DP5108  USGS QUAD   -  FOREST LAKE (2019)
 DP5108
 DP5108                         *CURRENT SURVEY CONTROL
 DP5108  ______________________________________________________________________
 DP5108* NAD 83(2011) POSITION- 45 22 28.71759(N) 092 59 35.96648(W)   ADJUSTED
 DP5108* NAD 83(2011) ELLIP HT-   246.685 (meters)        (10/16/14)   ADJUSTED
 DP5108* NAD 83(2011) EPOCH   -  2010.00
 DP5108* NAVD 88 ORTHO HEIGHT -   274.575 (meters)      900.83  (feet) ADJUSTED
 DP5108  ______________________________________________________________________
 DP5108  GEOID HEIGHT    -        -27.896 (meters)                     GEOID18
 DP5108  NAD 83(2011) X  -   -234,373.403 (meters)                     COMP
 DP5108  NAD 83(2011) Y  - -4,482,103.262 (meters)                     COMP
 DP5108  NAD 83(2011) Z  -  4,516,868.752 (meters)                     COMP
 DP5108  LAPLACE CORR    -          7.78  (seconds)                    DEFLEC18
 DP5108  DYNAMIC HEIGHT  -        274.567 (meters)      900.81  (feet) COMP
 DP5108  MODELED GRAVITY -    980,579.9   (mgal)                       NAVD 88
 DP5108
 DP5108  VERT ORDER      -  SECOND    CLASS I
 DP5108
 DP5108  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DP5108  Standards:
 DP5108         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DP5108            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DP5108  -------------------------------------------------------------------
 DP5108  NETWORK    0.58   1.59           0.26   0.21   0.81      0.13673194
 DP5108  -------------------------------------------------------------------
 DP5108  Click here for local accuracies and other accuracy information.
 DP5108
 DP5108.The horizontal coordinates were established by GPS observations
 DP5108.and adjusted by the MN DEPT OF TRANSP in October 2014.
 DP5108
 DP5108.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DP5108.been affixed to the stable North American tectonic plate. See 
 DP5108.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DP5108
 DP5108.The horizontal coordinates are valid at the epoch date displayed above
 DP5108.which is a decimal equivalence of Year/Month/Day.
 DP5108
 DP5108.The orthometric height was determined by differential leveling and
 DP5108.adjusted by the NATIONAL GEODETIC SURVEY
 DP5108.in September 2016.
 DP5108
 DP5108.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP5108.GEOID18 height accuracy estimate available here.
 DP5108
 DP5108.Click photographs - Photos may exist for this station.
 DP5108
 DP5108.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DP5108
 DP5108.The Laplace correction was computed from DEFLEC18 derived deflections.
 DP5108
 DP5108.The ellipsoidal height was determined by GPS observations
 DP5108.and is referenced to NAD 83.
 DP5108
 DP5108.The dynamic height is computed by dividing the NAVD 88
 DP5108.geopotential number by the normal gravity value computed on the
 DP5108.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP5108.degrees latitude (g = 980.6199 gals.).
 DP5108
 DP5108.The modeled gravity was interpolated from observed gravity values.
 DP5108
 DP5108. The following values were computed from the NAD 83(2011) position.
 DP5108
 DP5108;                    North         East     Units Scale Factor Converg.
 DP5108;SPC MN C     -   142,422.234   898,438.973   MT  1.00006121   +0 54 32.6
 DP5108;SPC MN C     -   467,263.61  2,947,628.53   sFT  1.00006121   +0 54 32.6
 DP5108;UTM  15      - 5,024,569.967   500,522.729   MT  0.99960000   +0 00 17.1
 DP5108
 DP5108!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DP5108!SPC MN C     -   0.99996133  x   1.00006121  =   1.00002253
 DP5108!UTM  15      -   0.99996133  x   0.99960000  =   0.99956134
 DP5108
 DP5108_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWL0052224569(NAD 83)
 DP5108
 DP5108                          SUPERSEDED SURVEY CONTROL
 DP5108
 DP5108.No superseded survey control is available for this station.
 DP5108
 DP5108_MARKER: F = FLANGE-ENCASED ROD
 DP5108_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DP5108_STAMPING: 1380 BR 2014
 DP5108_MARK LOGO: MNDT
 DP5108_PROJECTION: RECESSED 8 CENTIMETERS
 DP5108_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DP5108_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DP5108_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP5108+SATELLITE: SATELLITE OBSERVATIONS - August 14, 2014
 DP5108_ROD/PIPE-DEPTH: 10.4 meters
 DP5108
 DP5108  HISTORY     - Date     Condition        Report By
 DP5108  HISTORY     - 20140617 MONUMENTED       MNDT
 DP5108  HISTORY     - 20140814 GOOD             MNDT
 DP5108
 DP5108                          STATION DESCRIPTION
 DP5108
 DP5108'DESCRIBED BY MN DEPT OF TRANSP 2014
 DP5108'1.50 MILES SOUTH OF STACY, 1.50 MILES SOUTH ALONG SOUTHBOUND
 DP5108'INTERSTATE 35 FROM THE JUNCTION OF INTERSTATE 35 AND COUNTY ROAD 19 IN
 DP5108'STACY, AT INTERSTATE 35 MILEPOST 138.4, 67.2 FEET EAST OF NORTHBOUND
 DP5108'INTERSTATE 35 FOG LINE, 67.4 FEET WEST OF RIGHT OF WAY FENCE, 1.5 FEET
 DP5108'WEST OF WITNESS POST.
 DP5108
 DP5108                          STATION RECOVERY (2014)
 DP5108
 DP5108'RECOVERY NOTE BY MN DEPT OF TRANSP 2014 (KDJ)
 DP5108'RECOVERED AS DESCRIBED.
 DP5108'
 DP5108'NOTE - THE STATION STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER
 DP5108'ALUMINUM ROD DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION
 DP5108'REMOVABLE DISK SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY
 DP5108'A SIX-INCH PVC PIPE BACK FILLED WITH WASHED SAND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DP7322 ***********************************************************************
 DP7322  DESIGNATION -  1380 BS
 DP7322  PID         -  DP7322
 DP7322  STATE/COUNTY-  MN/CHISAGO
 DP7322  COUNTRY     -  US
 DP7322  USGS QUAD   -  FOREST LAKE (2019)
 DP7322
 DP7322                         *CURRENT SURVEY CONTROL
 DP7322  ______________________________________________________________________
 DP7322* NAD 83(1986) POSITION- 45 21 52.42   (N) 092 59 47.73   (W)   HD_HELD1
 DP7322* NAVD 88 ORTHO HEIGHT -   275.202 (meters)      902.89  (feet) ADJUSTED
 DP7322  ______________________________________________________________________
 DP7322  GEOID HEIGHT    -        -27.873 (meters)                     GEOID18
 DP7322  DYNAMIC HEIGHT  -        275.194 (meters)      902.87  (feet) COMP
 DP7322  MODELED GRAVITY -    980,581.3   (mgal)                       NAVD 88
 DP7322
 DP7322  VERT ORDER      -  SECOND    CLASS I
 DP7322
 DP7322.The horizontal coordinates were determined by differentially corrected
 DP7322.hand held GPS observations or other comparable positioning techniques
 DP7322.and have an estimated accuracy of +/- 3 meters.
 DP7322
 DP7322.The orthometric height was determined by differential leveling and
 DP7322.adjusted by the NATIONAL GEODETIC SURVEY
 DP7322.in September 2016.
 DP7322
 DP7322.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP7322.GEOID18 height accuracy estimate available here.
 DP7322
 DP7322.Click photographs - Photos may exist for this station.
 DP7322
 DP7322.The dynamic height is computed by dividing the NAVD 88
 DP7322.geopotential number by the normal gravity value computed on the
 DP7322.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP7322.degrees latitude (g = 980.6199 gals.).
 DP7322
 DP7322.The modeled gravity was interpolated from observed gravity values.
 DP7322
 DP7322;                    North         East    Units  Estimated Accuracy
 DP7322;SPC MN C     -   141,297.7     898,200.8     MT  (+/- 3 meters HH1 GPS) 
 DP7322
 DP7322_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWL0026623449(NAD 83)
 DP7322
 DP7322                          SUPERSEDED SURVEY CONTROL
 DP7322
 DP7322.No superseded survey control is available for this station.
 DP7322
 DP7322_MARKER: F = FLANGE-ENCASED ROD
 DP7322_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DP7322_STAMPING: 1380 BS 2014
 DP7322_MARK LOGO: MNDT
 DP7322_PROJECTION: RECESSED 10 CENTIMETERS
 DP7322_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DP7322_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DP7322_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP7322+SATELLITE: SATELLITE OBSERVATIONS - June 19, 2014
 DP7322_ROD/PIPE-DEPTH: 10.4 meters
 DP7322
 DP7322  HISTORY     - Date     Condition        Report By
 DP7322  HISTORY     - 20140619 MONUMENTED       MNDT
 DP7322
 DP7322                          STATION DESCRIPTION
 DP7322
 DP7322'DESCRIBED BY MN DEPT OF TRANSP 2014
 DP7322'THE STATION IS LOCATED ABOUT 5.9 MI (9.5 KM) NORTH OF FOREST LAKE, 5.6
 DP7322'MI (9.0 KM) EAST OF LINWOOD AND 2.4 MI (3.9 KM) SOUTH OF STACY.
 DP7322'
 DP7322'TO REACH THE MARK GO 2.2 MI (3.5 KM) SOUTH ALONG INTERSTATE HIGHWAY 35
 DP7322'FROM THE JUNCTION OF INTERSTATE HIGHWAY 35 AND COUNTY ROAD 19 IN
 DP7322'STACY, AT INTERSTATE HIGHWAY 35 MILE POINT 137.7.
 DP7322'
 DP7322'THE MARK IS LOCATED 65.4 FT (19.9 M) WEST OF SOUTHBOUND INTERSTATE
 DP7322'HIGHWAY 35 FOG LINE, 30.5 FT (9.3 M) EAST OF RIGHT-OF-WAY FENCE, 1.5
 DP7322'FT (0.5 M) EAST OF A WITNESS POST.
 DP7322'
 DP7322'NOTE - THE STATION STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER
 DP7322'ALUMINUM ROD DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION
 DP7322'REMOVABLE DISK SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY
 DP7322'A SIX-INCH PVC PIPE BACK FILLED WITH WASHED SAND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DP5109 ***********************************************************************
 DP5109  DESIGNATION -  1380 BT
 DP5109  PID         -  DP5109
 DP5109  STATE/COUNTY-  MN/CHISAGO
 DP5109  COUNTRY     -  US
 DP5109  USGS QUAD   -  LINWOOD (2019)
 DP5109
 DP5109                         *CURRENT SURVEY CONTROL
 DP5109  ______________________________________________________________________
 DP5109* NAD 83(2011) POSITION- 45 19 19.85654(N) 093 00 14.04928(W)   ADJUSTED
 DP5109* NAD 83(2011) ELLIP HT-   249.988 (meters)        (10/16/14)   ADJUSTED
 DP5109* NAD 83(2011) EPOCH   -  2010.00
 DP5109* NAVD 88 ORTHO HEIGHT -   277.729 (meters)      911.18  (feet) ADJUSTED
 DP5109  ______________________________________________________________________
 DP5109  GEOID HEIGHT    -        -27.743 (meters)                     GEOID18
 DP5109  NAD 83(2011) X  -   -235,418.422 (meters)                     COMP
 DP5109  NAD 83(2011) Y  - -4,486,204.464 (meters)                     COMP
 DP5109  NAD 83(2011) Z  -  4,512,773.313 (meters)                     COMP
 DP5109  LAPLACE CORR    -          5.73  (seconds)                    DEFLEC18
 DP5109  DYNAMIC HEIGHT  -        277.723 (meters)      911.16  (feet) COMP
 DP5109  MODELED GRAVITY -    980,587.0   (mgal)                       NAVD 88
 DP5109
 DP5109  VERT ORDER      -  SECOND    CLASS I
 DP5109
 DP5109  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DP5109  Standards:
 DP5109         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DP5109            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DP5109  -------------------------------------------------------------------
 DP5109  NETWORK    0.55   1.57           0.25   0.19   0.80      0.22833988
 DP5109  -------------------------------------------------------------------
 DP5109  Click here for local accuracies and other accuracy information.
 DP5109
 DP5109.The horizontal coordinates were established by GPS observations
 DP5109.and adjusted by the MN DEPT OF TRANSP in October 2014.
 DP5109
 DP5109.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DP5109.been affixed to the stable North American tectonic plate. See 
 DP5109.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DP5109
 DP5109.The horizontal coordinates are valid at the epoch date displayed above
 DP5109.which is a decimal equivalence of Year/Month/Day.
 DP5109
 DP5109.The orthometric height was determined by differential leveling and
 DP5109.adjusted by the NATIONAL GEODETIC SURVEY
 DP5109.in September 2016.
 DP5109
 DP5109.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP5109.GEOID18 height accuracy estimate available here.
 DP5109
 DP5109.Click photographs - Photos may exist for this station.
 DP5109
 DP5109.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DP5109
 DP5109.The Laplace correction was computed from DEFLEC18 derived deflections.
 DP5109
 DP5109.The ellipsoidal height was determined by GPS observations
 DP5109.and is referenced to NAD 83.
 DP5109
 DP5109.The dynamic height is computed by dividing the NAVD 88
 DP5109.geopotential number by the normal gravity value computed on the
 DP5109.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP5109.degrees latitude (g = 980.6199 gals.).
 DP5109
 DP5109.The modeled gravity was interpolated from observed gravity values.
 DP5109
 DP5109. The following values were computed from the NAD 83(2011) position.
 DP5109
 DP5109;                    North         East     Units Scale Factor Converg.
 DP5109;SPC MN C     -   136,578.976   897,702.125   MT  1.00007678   +0 54 05.1
 DP5109;SPC MN C     -   448,092.86  2,945,211.06   sFT  1.00007678   +0 54 05.1
 DP5109;UTM  15      - 5,018,741.799   499,694.146   MT  0.99960000   -0 00 10.0
 DP5109
 DP5109!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DP5109!SPC MN C     -   0.99996081  x   1.00007678  =   1.00003759
 DP5109!UTM  15      -   0.99996081  x   0.99960000  =   0.99956082
 DP5109
 DP5109_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL9969418741(NAD 83)
 DP5109
 DP5109                          SUPERSEDED SURVEY CONTROL
 DP5109
 DP5109.No superseded survey control is available for this station.
 DP5109
 DP5109_MARKER: F = FLANGE-ENCASED ROD
 DP5109_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DP5109_STAMPING: 1380 BT 2014
 DP5109_MARK LOGO: MNDT
 DP5109_PROJECTION: RECESSED 10 CENTIMETERS
 DP5109_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DP5109_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DP5109_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP5109+SATELLITE: SATELLITE OBSERVATIONS - August 04, 2014
 DP5109_ROD/PIPE-DEPTH: 16.5 meters
 DP5109
 DP5109  HISTORY     - Date     Condition        Report By
 DP5109  HISTORY     - 20140619 MONUMENTED       MNDT
 DP5109  HISTORY     - 20140804 GOOD             MNDT
 DP5109
 DP5109                          STATION DESCRIPTION
 DP5109
 DP5109'DESCRIBED BY MN DEPT OF TRANSP 2014
 DP5109'1.0 MILE SOUTHWEST OF WYOMING, 1.0 MILES SOUTH ALONG SOUTHBOUND
 DP5109'INTERSTATE 35 FROM THE JUNCTION OF INTERSTATE 35 AND COUNTY ROADS 22
 DP5109'OR 61 IN WYOMING, AT INTERSTATE 35 MILE POST 134.7, 75.8 FEET WEST OF
 DP5109'SOUTHBOUND INTERSTATE 35 FOG LINE, 10.8 FEET EAST OF RIGHT OF WAY
 DP5109'FENCE, 1.5 FEET EAST/ OF WITNESS POST.
 DP5109
 DP5109                          STATION RECOVERY (2014)
 DP5109
 DP5109'RECOVERY NOTE BY MN DEPT OF TRANSP 2014 (KDJ)
 DP5109'RECOVERED AS DESCRIBED.
 DP5109'
 DP5109'NOTE - THE STATION STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER
 DP5109'ALUMINUM ROD DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION
 DP5109'REMOVABLE DISK SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY
 DP5109'A SIX-INCH PVC PIPE BACK FILLED WITH WASHED SAND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DP7320 ***********************************************************************
 DP7320  DESIGNATION -  1380 BU
 DP7320  PID         -  DP7320
 DP7320  STATE/COUNTY-  MN/CHISAGO
 DP7320  COUNTRY     -  US
 DP7320  USGS QUAD   -  LINWOOD (2019)
 DP7320
 DP7320                         *CURRENT SURVEY CONTROL
 DP7320  ______________________________________________________________________
 DP7320* NAD 83(1986) POSITION- 45 18 19.03   (N) 093 00 08.74   (W)   HD_HELD1
 DP7320* NAVD 88 ORTHO HEIGHT -   278.669 (meters)      914.27  (feet) ADJUSTED
 DP7320  ______________________________________________________________________
 DP7320  GEOID HEIGHT    -        -27.682 (meters)                     GEOID18
 DP7320  DYNAMIC HEIGHT  -        278.664 (meters)      914.25  (feet) COMP
 DP7320  MODELED GRAVITY -    980,591.4   (mgal)                       NAVD 88
 DP7320
 DP7320  VERT ORDER      -  SECOND    CLASS I
 DP7320
 DP7320.The horizontal coordinates were determined by differentially corrected
 DP7320.hand held GPS observations or other comparable positioning techniques
 DP7320.and have an estimated accuracy of +/- 3 meters.
 DP7320
 DP7320.The orthometric height was determined by differential leveling and
 DP7320.adjusted by the NATIONAL GEODETIC SURVEY
 DP7320.in September 2016.
 DP7320
 DP7320.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP7320.GEOID18 height accuracy estimate available here.
 DP7320
 DP7320.Click photographs - Photos may exist for this station.
 DP7320
 DP7320.The dynamic height is computed by dividing the NAVD 88
 DP7320.geopotential number by the normal gravity value computed on the
 DP7320.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP7320.degrees latitude (g = 980.6199 gals.).
 DP7320
 DP7320.The modeled gravity was interpolated from observed gravity values.
 DP7320
 DP7320;                    North         East    Units  Estimated Accuracy
 DP7320;SPC MN C     -   134,703.1     897,847.3     MT  (+/- 3 meters HH1 GPS) 
 DP7320
 DP7320_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL9980916864(NAD 83)
 DP7320
 DP7320                          SUPERSEDED SURVEY CONTROL
 DP7320
 DP7320.No superseded survey control is available for this station.
 DP7320
 DP7320_MARKER: F = FLANGE-ENCASED ROD
 DP7320_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DP7320_STAMPING: 1380 BU 2014
 DP7320_MARK LOGO: MNDT
 DP7320_PROJECTION: RECESSED 5 CENTIMETERS
 DP7320_MAGNETIC: I = MARKER IS A STEEL ROD
 DP7320_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DP7320_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP7320+SATELLITE: SATELLITE OBSERVATIONS - June 11, 2014
 DP7320_ROD/PIPE-DEPTH: 12.2 meters
 DP7320
 DP7320  HISTORY     - Date     Condition        Report By
 DP7320  HISTORY     - 20140611 MONUMENTED       MNDT
 DP7320
 DP7320                          STATION DESCRIPTION
 DP7320
 DP7320'DESCRIBED BY MN DEPT OF TRANSP 2014
 DP7320'THE STATION IS LOCATED ABOUT 6.4 MI (10.3 KM) SOUTH OF STACY, 6.4 MI
 DP7320'(10.3 KM) SOUTHEAST OF LINWOOD AND 2.0 MI (3.2 KM) NORTH-NORTHWEST OF
 DP7320'FOREST LAKE, 2.4 MI (3.9 KM) SOUTHWEST OF WYOMING.
 DP7320'
 DP7320'TO REACH THE MARK 2.2 MI (3.5 KM) SOUTH ALONG SOUTHBOUND INTERSTATE
 DP7320'HIGHWAY 35 FROM THE JUNCTION OF INTERSTATE HIGHWAY 35 AND COUNTY ROADS
 DP7320'22 OR 61 IN WYOMING, AT INTERSTATE HIGHWAY 35 MILE POINT 133.5.
 DP7320'
 DP7320'THE MARK IS LOCATED 67.5 FT (20.6 M) EAST OF NORTHBOUND INTERSTATE
 DP7320'HIGHWAY 35 FOG LINE, 20.1 FT (6.1 M) WEST OF RIGHT-OF-WAY FENCE, 1.5
 DP7320'FT (0.5 M) WEST OF A WITNESS POST.
 DP7320'
 DP7320'NOTE - THE STATION STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER
 DP7320'ALUMINUM ROD DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION
 DP7320'REMOVABLE DISK SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY
 DP7320'A SIX-INCH PVC PIPE BACK FILLED WITH WASHED SAND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DP7321 ***********************************************************************
 DP7321  DESIGNATION -  1380 BV
 DP7321  PID         -  DP7321
 DP7321  STATE/COUNTY-  MN/CHISAGO
 DP7321  COUNTRY     -  US
 DP7321  USGS QUAD   -  LINWOOD (2019)
 DP7321
 DP7321                         *CURRENT SURVEY CONTROL
 DP7321  ______________________________________________________________________
 DP7321* NAD 83(1986) POSITION- 45 20 10.87   (N) 093 00 15.61   (W)   HD_HELD1
 DP7321* NAVD 88 ORTHO HEIGHT -   277.045 (meters)      908.94  (feet) ADJUSTED
 DP7321  ______________________________________________________________________
 DP7321  GEOID HEIGHT    -        -27.795 (meters)                     GEOID18
 DP7321  DYNAMIC HEIGHT  -        277.038 (meters)      908.92  (feet) COMP
 DP7321  MODELED GRAVITY -    980,583.2   (mgal)                       NAVD 88
 DP7321
 DP7321  VERT ORDER      -  SECOND    CLASS I
 DP7321
 DP7321.The horizontal coordinates were determined by differentially corrected
 DP7321.hand held GPS observations or other comparable positioning techniques
 DP7321.and have an estimated accuracy of +/- 3 meters.
 DP7321
 DP7321.The orthometric height was determined by differential leveling and
 DP7321.adjusted by the NATIONAL GEODETIC SURVEY
 DP7321.in September 2016.
 DP7321
 DP7321.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP7321.GEOID18 height accuracy estimate available here.
 DP7321
 DP7321.Click photographs - Photos may exist for this station.
 DP7321
 DP7321.The dynamic height is computed by dividing the NAVD 88
 DP7321.geopotential number by the normal gravity value computed on the
 DP7321.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP7321.degrees latitude (g = 980.6199 gals.).
 DP7321
 DP7321.The modeled gravity was interpolated from observed gravity values.
 DP7321
 DP7321;                    North         East    Units  Estimated Accuracy
 DP7321;SPC MN C     -   138,153.2     897,643.4     MT  (+/- 3 meters HH1 GPS) 
 DP7321
 DP7321_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL9966020316(NAD 83)
 DP7321
 DP7321                          SUPERSEDED SURVEY CONTROL
 DP7321
 DP7321.No superseded survey control is available for this station.
 DP7321
 DP7321_MARKER: DV = VERTICAL CONTROL DISK
 DP7321_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DP7321_SP_SET: BRIDGE ABUTMENT
 DP7321_STAMPING: 1380 BV 2000
 DP7321_MARK LOGO: MNDT
 DP7321_MAGNETIC: N = NO MAGNETIC MATERIAL
 DP7321_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DP7321_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DP7321+SATELLITE: SATELLITE OBSERVATIONS - May 21, 2014
 DP7321
 DP7321  HISTORY     - Date     Condition        Report By
 DP7321  HISTORY     - 20000401 MONUMENTED       MNDT
 DP7321  HISTORY     - 20140521 GOOD             MNDT
 DP7321
 DP7321                          STATION DESCRIPTION
 DP7321
 DP7321'DESCRIBED BY MN DEPT OF TRANSP 2014 (DAS)
 DP7321'THE STATION IS LOCATED ABOUT 5.4 MI (8.7 KM) EAST-SOUTHEAST OF
 DP7321'LINWOOD, 4.3 MI (6.9 KM) SOUTH OF STACY AND 4.1 MI (6.6 KM)
 DP7321'NORTH-NORTHWEST OF FOREST LAKE.
 DP7321'
 DP7321'TO REACH THE MARK IN BRIDGE ABUTMENT IN SOUTHEAST CORNER OF COUNTY
 DP7321'ROAD 22 BRIDGE NUMBER 13081 OVER INTERSTATE HIGHWAY 35, AT INTERSTATE
 DP7321'HIGHWAY 35 MILE POINT 135.7.
 DP7321'
 DP7321'THE MARK IS LOCATED 17.6 FT (5.4 M) SOUTH OF COUNTY ROAD 22 FOG LINE,
 DP7321'20.3 FT (6.2 M) WEST OF EAST END OF CONCRETE SIDEWALK.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 QO0104 ***********************************************************************
 QO0104  DESIGNATION -  1380 C
 QO0104  PID         -  QO0104
 QO0104  STATE/COUNTY-  MN/CHISAGO
 QO0104  COUNTRY     -  US
 QO0104  USGS QUAD   -  STACY (2019)
 QO0104
 QO0104                         *CURRENT SURVEY CONTROL
 QO0104  ______________________________________________________________________
 QO0104* NAD 83(1986) POSITION- 45 23 37.29   (N) 092 59 37.40   (W)   HD_HELD1
 QO0104* NAVD 88 ORTHO HEIGHT -   270.164 (meters)      886.36  (feet) ADJUSTED
 QO0104  ______________________________________________________________________
 QO0104  GEOID HEIGHT    -        -27.956 (meters)                     GEOID18
 QO0104  DYNAMIC HEIGHT  -        270.155 (meters)      886.33  (feet) COMP
 QO0104  MODELED GRAVITY -    980,575.3   (mgal)                       NAVD 88
 QO0104
 QO0104  VERT ORDER      -  SECOND    CLASS I
 QO0104
 QO0104.The horizontal coordinates were determined by differentially corrected
 QO0104.hand held GPS observations or other comparable positioning techniques
 QO0104.and have an estimated accuracy of +/- 3 meters.
 QO0104
 QO0104.The orthometric height was determined by differential leveling and
 QO0104.adjusted by the NATIONAL GEODETIC SURVEY
 QO0104.in June 1991.
 QO0104
 QO0104.Significant digits in the geoid height do not necessarily reflect accuracy.
 QO0104.GEOID18 height accuracy estimate available here.
 QO0104
 QO0104.Click photographs - Photos may exist for this station.
 QO0104
 QO0104.The dynamic height is computed by dividing the NAVD 88
 QO0104.geopotential number by the normal gravity value computed on the
 QO0104.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QO0104.degrees latitude (g = 980.6199 gals.).
 QO0104
 QO0104.The modeled gravity was interpolated from observed gravity values.
 QO0104
 QO0104;                    North         East    Units  Estimated Accuracy
 QO0104;SPC MN C     -   144,538.6     898,374.2     MT  (+/- 3 meters HH1 GPS) 
 QO0104
 QO0104_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWL0049126686(NAD 83)
 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
 QO0104.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QO0104.See file dsdata.pdf to determine how the superseded data were derived.
 QO0104
 QO0104_MARKER: DB = BENCH MARK DISK
 QO0104_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 QO0104_SP_SET: HEADWALL BOX CULVERT
 QO0104_STAMPING: 1380 C 1968
 QO0104_MARK LOGO: MNHD
 QO0104_MAGNETIC: N = NO MAGNETIC MATERIAL
 QO0104_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QO0104+STABILITY: SURFACE MOTION
 QO0104_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 QO0104+SATELLITE: SATELLITE OBSERVATIONS - May 06, 2014
 QO0104
 QO0104  HISTORY     - Date     Condition        Report By
 QO0104  HISTORY     - 19680401 MONUMENTED       MNHD
 QO0104  HISTORY     - 1975     GOOD             MNDT
 QO0104  HISTORY     - 20040822 GOOD             USPSQD
 QO0104  HISTORY     - 20070612 GOOD             MNDT
 QO0104  HISTORY     - 20140506 GOOD             MNDT
 QO0104
 QO0104                          STATION DESCRIPTION
 QO0104
 QO0104'DESCRIBED BY MN DEPT OF TRANSP 1975
 QO0104'0.25 MI S FROM STACY.
 QO0104'THE MARK IS LOCATED 0.25 MILE SOUTH ALONG FAI 35 FROM BRIDGE NUMBER
 QO0104'13802 (COUNTY ROAD 19 OVER FAI 35) AT STACY AND 4.15 MILES NORTH ALONG
 QO0104'FAI 35 FROM BRIDGE NUMBER 13801 (TRUNK HIGHWAY 61 AND COUNTY ROAD 22
 QO0104'OVER FAI 35) AT WYOMING.  IT IS NEAR THE SOUTH END OF THE NORTHBOUND
 QO0104'EXIT RAMP TO COUNTY ROAD 19.  IT IS 54.0 FEET EAST OF AND ABOUT 5 FEET
 QO0104'LOWER THAN THE CENTERLINE OF THE NORTHBOUND LANE OF FAI 35 AT
 QO0104'MILEPOINT 139.75.  THE MARK IS SET IN THE SOUTHEAST CORNER (HEADWALL)
 QO0104'OF A 18 FOOT BY 9 FOOT CONCRETE BOX CULVERT (NORTH-BOUND FAI 35 OVER
 QO0104'WEST BRANCH SUNRISE RIVER).  NW 1/4 SECTION 32, T 34N, R 21W.
 QO0104
 QO0104                          STATION RECOVERY (2004)
 QO0104
 QO0104'RECOVERY NOTE BY US POWER SQUADRON 2004 (JRD)
 QO0104'RECOVERED IN GOOD CONDITION AS DESCRIBED. SPSPS JRD.
 QO0104
 QO0104                          STATION RECOVERY (2007)
 QO0104
 QO0104'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (BLB)
 QO0104'0.25 MILES SOUTH FROM STACY, 0.25 MILES SOUTH OF COUNTY ROAD 19 AT
 QO0104'STACY, 4.15 MILES NORTH OF WYOMING, AT INTERSTATE HIGHWAY 35 MILEPOINT
 QO0104'139.75, NEAR SOUTH END OF NORTHBOUND INTERSTATE HIGHWAY 35 EXIT RAMP
 QO0104'TO COUNTY ROAD 19, 54 FEET EAST OF NORTHBOUND INTERSTATE HIGHWAY 35,
 QO0104'IN SOUTHEAST CORNER OF NORTHBOUND INTERSTATE HIGHWAY 35 BOX CULVERT AT
 QO0104'WEST BRANCH OF SUNRISE RIVER.
 QO0104
 QO0104                          STATION RECOVERY (2014)
 QO0104
 QO0104'RECOVERY NOTE BY MN DEPT OF TRANSP 2014 (DAS)
 QO0104'0.25 MI (0.4 KM) SOUTH OF STACY, 0.25 MI (0.4 KM) SOUTH OF COUNTY ROAD
 QO0104'19 AT STACY, 4.15 MI (6.7 KM) NORTH OF WYOMING, AT INTERSTATE HIGHWAY
 QO0104'35 MILE POINT 139.75, NEAR SOUTH END OF NORTHBOUND INTERSTATE HIGHWAY
 QO0104'35 EXIT RAMP TO COUNTY ROAD 19, 54 FT (16.5 M) EAST OF NORTHBOUND
 QO0104'INTERSTATE HIGHWAY 35, IN SOUTHEAST CORNER OF NORTHBOUND INTERSTATE
 QO0104'HIGHWAY 35 BOX CULVERT AT WEST BRANCH OF SUNRISE RIVER.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 QO0105 ***********************************************************************
 QO0105  DESIGNATION -  1380 D
 QO0105  PID         -  QO0105
 QO0105  STATE/COUNTY-  MN/CHISAGO
 QO0105  COUNTRY     -  US
 QO0105  USGS QUAD   -  STACY (2019)
 QO0105
 QO0105                         *CURRENT SURVEY CONTROL
 QO0105  ______________________________________________________________________
 QO0105* NAD 83(1986) POSITION- 45 23 48.60   (N) 092 59 40.02   (W)   HD_HELD1
 QO0105* NAVD 88 ORTHO HEIGHT -   280.065 (meters)      918.85  (feet) ADJUSTED
 QO0105  ______________________________________________________________________
 QO0105  GEOID HEIGHT    -        -27.967 (meters)                     GEOID18
 QO0105  DYNAMIC HEIGHT  -        280.056 (meters)      918.82  (feet) COMP
 QO0105  MODELED GRAVITY -    980,574.7   (mgal)                       NAVD 88
 QO0105
 QO0105  VERT ORDER      -  SECOND    CLASS I
 QO0105
 QO0105.The horizontal coordinates were determined by differentially corrected
 QO0105.hand held GPS observations or other comparable positioning techniques
 QO0105.and have an estimated accuracy of +/- 3 meters.
 QO0105
 QO0105.The orthometric height was determined by differential leveling and
 QO0105.adjusted by the NATIONAL GEODETIC SURVEY
 QO0105.in June 1991.
 QO0105
 QO0105.Significant digits in the geoid height do not necessarily reflect accuracy.
 QO0105.GEOID18 height accuracy estimate available here.
 QO0105
 QO0105.Click photographs - Photos may exist for this station.
 QO0105
 QO0105.The dynamic height is computed by dividing the NAVD 88
 QO0105.geopotential number by the normal gravity value computed on the
 QO0105.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QO0105.degrees latitude (g = 980.6199 gals.).
 QO0105
 QO0105.The modeled gravity was interpolated from observed gravity values.
 QO0105
 QO0105;                    North         East    Units  Estimated Accuracy
 QO0105;SPC MN C     -   144,886.8     898,311.7     MT  (+/- 3 meters HH1 GPS) 
 QO0105
 QO0105_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWL0043427035(NAD 83)
 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
 QO0105.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QO0105.See file dsdata.pdf to determine how the superseded data were derived.
 QO0105
 QO0105_MARKER: DB = BENCH MARK DISK
 QO0105_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 QO0105_SP_SET: BRIDGE ABUTMENT
 QO0105_STAMPING: 1380 D 1968
 QO0105_MARK LOGO: MNHD
 QO0105_MAGNETIC: N = NO MAGNETIC MATERIAL
 QO0105_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QO0105_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 QO0105+SATELLITE: SATELLITE OBSERVATIONS - May 06, 2014
 QO0105
 QO0105  HISTORY     - Date     Condition        Report By
 QO0105  HISTORY     - 1968     MONUMENTED       MNHD
 QO0105  HISTORY     - 1975     GOOD             MNDT
 QO0105  HISTORY     - 20040822 GOOD             USPSQD
 QO0105  HISTORY     - 20070611 GOOD             MNDT
 QO0105  HISTORY     - 20140506 GOOD             MNDT
 QO0105
 QO0105                          STATION DESCRIPTION
 QO0105
 QO0105'DESCRIBED BY MN DEPT OF TRANSP 1975
 QO0105'IN STACY.
 QO0105'THE MARK IS LOCATED AT BRIDGE NUMBER 13802 (COUNTY ROAD 19 OVER FAI
 QO0105'35) AT STACY.  IT IS 4.4 MILES NORTH ALONG FAI 35 FROM BRIDGE NUMBER
 QO0105'13801 (TRUNK HIGHWAY 61 AND COUNTY ROAD 22 OVER FAI 35) AT WYOMING AND
 QO0105'8.15 MILES SOUTH ALONG FAI 35 FROM BRIDGE NUMBER 13804 (TRUNK HIGHWAY
 QO0105'95 OVER FAI 35) AT NORTH BRANCH.  IT IS AT FAI 35 MILEPOINT 139.75. IT
 QO0105'IS 18.7 FEET SOUTH OF AND ABOUT 0.5 FOOT HIGHER THAN THE CENTER OF
 QO0105'COUNTY ROAD 19.  THE MARK IS SET IN THE SOUTHEAST CORNER (ABUTMENT) OF
 QO0105'BRIDGE NUMBER 13802.  NW 1/4 SECTION 32, T 34N, R 21W.
 QO0105
 QO0105                          STATION RECOVERY (2004)
 QO0105
 QO0105'RECOVERY NOTE BY US POWER SQUADRON 2004 (JRD)
 QO0105'RECOVERED IN GOOD CONDITION AS DESCRIBED. SPSPS JRD
 QO0105
 QO0105                          STATION RECOVERY (2007)
 QO0105
 QO0105'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (JJB)
 QO0105'AT STACY, AT INTERSTATE HIGHWAY 35 MILEPOINT 139.75, 4.4 MILES NORTH
 QO0105'OF TRUNK HIGHWAY 61 AND COUNTY ROAD 22 AT WYOMING, 18.7 FEET SOUTH OF
 QO0105'COUNTY ROAD 19, IN SOUTHEAST CORNER OF COUNTY ROAD 19 BRIDGE 13802
 QO0105'OVER INTERSTATE HIGHWAY 35.
 QO0105
 QO0105                          STATION RECOVERY (2014)
 QO0105
 QO0105'RECOVERY NOTE BY MN DEPT OF TRANSP 2014 (DAS)
 QO0105'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 QO0277 ***********************************************************************
 QO0277  DESIGNATION -  1380 J
 QO0277  PID         -  QO0277
 QO0277  STATE/COUNTY-  MN/CHISAGO
 QO0277  COUNTRY     -  US
 QO0277  USGS QUAD   -  NORTH BRANCH (2019)
 QO0277
 QO0277                         *CURRENT SURVEY CONTROL
 QO0277  ______________________________________________________________________
 QO0277* NAD 83(1986) POSITION- 45 34 51.4    (N) 092 59 32.6    (W)   HD_HELD2
 QO0277* NAVD 88 ORTHO HEIGHT -   272.387 (meters)      893.66  (feet) ADJUSTED
 QO0277  ______________________________________________________________________
 QO0277  GEOID HEIGHT    -        -28.075 (meters)                     GEOID18
 QO0277  DYNAMIC HEIGHT  -        272.379 (meters)      893.63  (feet) COMP
 QO0277  MODELED GRAVITY -    980,581.7   (mgal)                       NAVD 88
 QO0277
 QO0277  VERT ORDER      -  SECOND    CLASS 0
 QO0277
 QO0277.The horizontal coordinates were established by autonomous hand held GPS
 QO0277.observations and have an estimated accuracy of +/- 10 meters.
 QO0277
 QO0277.The orthometric height was determined by differential leveling and
 QO0277.adjusted by the NATIONAL GEODETIC SURVEY
 QO0277.in June 1991.
 QO0277
 QO0277.Significant digits in the geoid height do not necessarily reflect accuracy.
 QO0277.GEOID18 height accuracy estimate available here.
 QO0277
 QO0277.Click photographs - Photos may exist for this station.
 QO0277
 QO0277.The dynamic height is computed by dividing the NAVD 88
 QO0277.geopotential number by the normal gravity value computed on the
 QO0277.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QO0277.degrees latitude (g = 980.6199 gals.).
 QO0277
 QO0277.The modeled gravity was interpolated from observed gravity values.
 QO0277
 QO0277;                    North         East    Units  Estimated Accuracy
 QO0277;SPC MN C     -   165,350.      898,148.      MT  (+/- 10 meters HH2 GPS)
 QO0277
 QO0277_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWL0059347489(NAD 83)
 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
 QO0277.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QO0277.See file dsdata.pdf to determine how the superseded data were derived.
 QO0277
 QO0277_MARKER: DB = BENCH MARK DISK
 QO0277_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 QO0277_SP_SET: HEADWALL BOX CULVERT
 QO0277_STAMPING: 1380 J 1968
 QO0277_MARK LOGO: MNHD
 QO0277_MAGNETIC: N = NO MAGNETIC MATERIAL
 QO0277_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QO0277+STABILITY: SURFACE MOTION
 QO0277_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 QO0277+SATELLITE: SATELLITE OBSERVATIONS - March 03, 2009
 QO0277
 QO0277  HISTORY     - Date     Condition        Report By
 QO0277  HISTORY     - 1968     MONUMENTED       MNHD
 QO0277  HISTORY     - 1975     GOOD             MNDT
 QO0277  HISTORY     - 20070613 GOOD             MNDT
 QO0277  HISTORY     - 20090303 GOOD             MNDT
 QO0277
 QO0277                          STATION DESCRIPTION
 QO0277
 QO0277'DESCRIBED BY MN DEPT OF TRANSP 1975
 QO0277'0.8 MI W FROM HARRIS.
 QO0277'IT IS LOCATED ABOUT 0.2 MILE NORTH ALONG FAI 35 FROM BRIDGE NUMBER
 QO0277'13806 (COUNTY ROAD 10 OVER FAI 35) AND IS AT MILEPOINT 152.8.  IT IS
 QO0277'73.7 FEET EAST OF AND ABOUT 10 FEET LOWER THAN THE CENTERLINE OF THE
 QO0277'NORTHBOUND LANE OF FAI 35.  IT IS SET IN THE SOUTHEAST CORNER
 QO0277'(HEADWALL) OF A 12 FOOT BY 12 FOOT BOX CULVERT (GOOSE CREEK UNDER FAI
 QO0277'35) AT THE NORTH END OF THE ENTRANCE RAMP (COUNTY ROAD 10 TO FAI 35
 QO0277'NORTHBOUND).  NW 1/4, SEC 29, T 29N, R 21W.
 QO0277
 QO0277                          STATION RECOVERY (2007)
 QO0277
 QO0277'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (JJB)
 QO0277'0.8 MILES WEST OF HARRIS, 0.2 MILES NORTH OF COUNTY ROAD 10 AT
 QO0277'MILEPOINT 152.8, 73.7 FEET EAST OF NORTHBOUND INTERSTATE HIGHWAY 35,
 QO0277'IN SOUTHEAST CORNER OF NORTHBOUND INTERSTATE HIGHWAY 35 BOX CULVERT AT
 QO0277'GOOSE CREEK, AT NORTH END OF COUNTY ROAD 10 ENTRANCE RAMP TO
 QO0277'NORTHBOUND INTERSTATE HIGHWAY 35.
 QO0277
 QO0277                          STATION RECOVERY (2009)
 QO0277
 QO0277'RECOVERY NOTE BY MN DEPT OF TRANSP 2009 (JBG)
 QO0277'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 QO0278 ***********************************************************************
 QO0278  DESIGNATION -  1380 K
 QO0278  PID         -  QO0278
 QO0278  STATE/COUNTY-  MN/CHISAGO
 QO0278  COUNTRY     -  US
 QO0278  USGS QUAD   -  NORTH BRANCH (2019)
 QO0278
 QO0278                         *CURRENT SURVEY CONTROL
 QO0278  ______________________________________________________________________
 QO0278* NAD 83(1986) POSITION- 45 35 05.7    (N) 092 59 34.0    (W)   HD_HELD2
 QO0278* NAVD 88 ORTHO HEIGHT -   273.218 (meters)      896.38  (feet) ADJUSTED
 QO0278  ______________________________________________________________________
 QO0278  GEOID HEIGHT    -        -28.073 (meters)                     GEOID18
 QO0278  DYNAMIC HEIGHT  -        273.210 (meters)      896.36  (feet) COMP
 QO0278  MODELED GRAVITY -    980,581.3   (mgal)                       NAVD 88
 QO0278
 QO0278  VERT ORDER      -  SECOND    CLASS I
 QO0278
 QO0278.The horizontal coordinates were established by autonomous hand held GPS
 QO0278.observations and have an estimated accuracy of +/- 10 meters.
 QO0278
 QO0278.The orthometric height was determined by differential leveling and
 QO0278.adjusted by the NATIONAL GEODETIC SURVEY
 QO0278.in June 1991.
 QO0278
 QO0278.Significant digits in the geoid height do not necessarily reflect accuracy.
 QO0278.GEOID18 height accuracy estimate available here.
 QO0278
 QO0278.Click photographs - Photos may exist for this station.
 QO0278
 QO0278.The dynamic height is computed by dividing the NAVD 88
 QO0278.geopotential number by the normal gravity value computed on the
 QO0278.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QO0278.degrees latitude (g = 980.6199 gals.).
 QO0278
 QO0278.The modeled gravity was interpolated from observed gravity values.
 QO0278
 QO0278;                    North         East    Units  Estimated Accuracy
 QO0278;SPC MN C     -   165,791.      898,111.      MT  (+/- 10 meters HH2 GPS)
 QO0278
 QO0278_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWL0056347930(NAD 83)
 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
 QO0278.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QO0278.See file dsdata.pdf to determine how the superseded data were derived.
 QO0278
 QO0278_MARKER: DB = BENCH MARK DISK
 QO0278_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 QO0278_SP_SET: BOX CULVERT HEADWALL
 QO0278_STAMPING: 1380 K 1968
 QO0278_MARK LOGO: MNHD
 QO0278_MAGNETIC: N = NO MAGNETIC MATERIAL
 QO0278_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QO0278+STABILITY: SURFACE MOTION
 QO0278_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 QO0278+SATELLITE: SATELLITE OBSERVATIONS - March 03, 2009
 QO0278
 QO0278  HISTORY     - Date     Condition        Report By
 QO0278  HISTORY     - 1968     MONUMENTED       MNHD
 QO0278  HISTORY     - 1975     GOOD             MNDT
 QO0278  HISTORY     - 20070613 GOOD             MNDT
 QO0278  HISTORY     - 20090303 GOOD             MNDT
 QO0278
 QO0278                          STATION DESCRIPTION
 QO0278
 QO0278'DESCRIBED BY MN DEPT OF TRANSP 1975
 QO0278'0.8 MI W FROM HARRIS.
 QO0278'IT IS LOCATED ABOUT 0.5 MILE NORTH ALONG FAI 35 FROM BRIDGE NUMBER
 QO0278'13806 (COUNTY ROAD 10 OVER FAI 35), AND IS AT MILEPOINT 153.05.  IT IS
 QO0278'74.0 FEET EAST OF AND ABOUT 15 FEET LOWER THAN THE CENTERLINE OF THE
 QO0278'NORTH-BOUND LANE OF FAI 35 AND IS SET IN THE SOUTHEAST HEADWALL OF 14
 QO0278'FOOT BY 12 FOOT BOX CULVERT (FAI 35 OVER GOOSE CREEK).  NW 1/4, SEC
 QO0278'29, T 36N, R 21W.
 QO0278
 QO0278                          STATION RECOVERY (2007)
 QO0278
 QO0278'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (JJB)
 QO0278'0.8 MILES WEST OF HARRIS, 0.5 MILES NORTH OF COUNTY ROAD 10 AT
 QO0278'MILEPOINT 153.05, 74 FEET EAST OF NORTHBOUND INTERSTATE HIGHWAY 35, IN
 QO0278'SOUTHEAST CORNER OF NORTHBOUND INTERSTATE HIGHWAY 35 BOX CULVERT AT
 QO0278'GOOSE CREEK. 4.0 FEET EAST OF FENCE POST.
 QO0278
 QO0278                          STATION RECOVERY (2009)
 QO0278
 QO0278'RECOVERY NOTE BY MN DEPT OF TRANSP 2009 (JBG)
 QO0278'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 QO0267 ***********************************************************************
 QO0267  DESIGNATION -  1380 L
 QO0267  PID         -  QO0267
 QO0267  STATE/COUNTY-  MN/CHISAGO
 QO0267  COUNTRY     -  US
 QO0267  USGS QUAD   -  NORTH BRANCH (2019)
 QO0267
 QO0267                         *CURRENT SURVEY CONTROL
 QO0267  ______________________________________________________________________
 QO0267* NAD 83(1986) POSITION- 45 36 55.11   (N) 092 59 31.05   (W)   HD_HELD1
 QO0267* NAVD 88 ORTHO HEIGHT -   286.574 (meters)      940.20  (feet) ADJUSTED
 QO0267  ______________________________________________________________________
 QO0267  GEOID HEIGHT    -        -28.044 (meters)                     GEOID18
 QO0267  DYNAMIC HEIGHT  -        286.566 (meters)      940.18  (feet) COMP
 QO0267  MODELED GRAVITY -    980,583.2   (mgal)                       NAVD 88
 QO0267
 QO0267  VERT ORDER      -  SECOND    CLASS I
 QO0267
 QO0267.The horizontal coordinates were determined by differentially corrected
 QO0267.hand held GPS observations or other comparable positioning techniques
 QO0267.and have an estimated accuracy of +/- 3 meters.
 QO0267
 QO0267.The orthometric height was determined by differential leveling and
 QO0267.adjusted by the NATIONAL GEODETIC SURVEY
 QO0267.in June 1991.
 QO0267
 QO0267.Significant digits in the geoid height do not necessarily reflect accuracy.
 QO0267.GEOID18 height accuracy estimate available here.
 QO0267
 QO0267.Click photographs - Photos may exist for this station.
 QO0267
 QO0267.The dynamic height is computed by dividing the NAVD 88
 QO0267.geopotential number by the normal gravity value computed on the
 QO0267.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QO0267.degrees latitude (g = 980.6199 gals.).
 QO0267
 QO0267.The modeled gravity was interpolated from observed gravity values.
 QO0267
 QO0267;                    North         East    Units  Estimated Accuracy
 QO0267;SPC MN C     -   169,169.2     898,121.1     MT  (+/- 3 meters HH1 GPS) 
 QO0267
 QO0267_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWL0062651307(NAD 83)
 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
 QO0267.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QO0267.See file dsdata.pdf to determine how the superseded data were derived.
 QO0267
 QO0267_MARKER: DB = BENCH MARK DISK
 QO0267_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 QO0267_SP_SET: BRIDGE ABUTMENT
 QO0267_STAMPING: 1380 L 1968
 QO0267_MARK LOGO: MNHD
 QO0267_MAGNETIC: N = NO MAGNETIC MATERIAL
 QO0267_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QO0267_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 QO0267+SATELLITE: SATELLITE OBSERVATIONS - May 07, 2014
 QO0267
 QO0267  HISTORY     - Date     Condition        Report By
 QO0267  HISTORY     - 1968     MONUMENTED       MNHD
 QO0267  HISTORY     - 1975     GOOD             MNDT
 QO0267  HISTORY     - 20070613 GOOD             MNDT
 QO0267  HISTORY     - 20090303 GOOD             MNDT
 QO0267  HISTORY     - 20140507 GOOD             MNDT
 QO0267
 QO0267                          STATION DESCRIPTION
 QO0267
 QO0267'DESCRIBED BY MN DEPT OF TRANSP 1975
 QO0267'2.5 MI NW FROM HARRIS.
 QO0267'LOCATED ABOUT 2.5 MILES NORTHWEST OF HARRIS.  IT IS 18.0 FEET SOUTH OF
 QO0267'AND ABOUT 0.5 FOOT HIGHER THAN COUNTY ROAD 9 AND IS SET IN THE
 QO0267'SOUTHEAST CORNER (ABUTMENT) OF BRIDGE NUMBER 13807 (COUNTY ROAD 9 OVER
 QO0267'FAI 35).
 QO0267
 QO0267                          STATION RECOVERY (2007)
 QO0267
 QO0267'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (JJB)
 QO0267'2.5 MILES NORTHWEST OF HARRIS, 18 FEET SOUTH OF COUNTY ROAD 9, IN
 QO0267'SOUTHEAST CORNER OF COUNTY ROAD 9 BRIDGE 13807 OVER INTERSTATE HIGHWAY
 QO0267'35.
 QO0267
 QO0267                          STATION RECOVERY (2009)
 QO0267
 QO0267'RECOVERY NOTE BY MN DEPT OF TRANSP 2009 (JBG)
 QO0267'RECOVERED AS DESCRIBED.
 QO0267
 QO0267                          STATION RECOVERY (2014)
 QO0267
 QO0267'RECOVERY NOTE BY MN DEPT OF TRANSP 2014 (DAS)
 QO0267'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 QO0372 ***********************************************************************
 QO0372  DESIGNATION -  1380 M
 QO0372  PID         -  QO0372
 QO0372  STATE/COUNTY-  MN/CHISAGO
 QO0372  COUNTRY     -  US
 QO0372  USGS QUAD   -  RUSH CITY (2019)
 QO0372
 QO0372                         *CURRENT SURVEY CONTROL
 QO0372  ______________________________________________________________________
 QO0372* NAD 83(1986) POSITION- 45 40 50.41   (N) 092 59 24.25   (W)   HD_HELD1
 QO0372* NAVD 88 ORTHO HEIGHT -   278.733 (meters)      914.48  (feet) ADJUSTED
 QO0372  ______________________________________________________________________
 QO0372  GEOID HEIGHT    -        -27.983 (meters)                     GEOID18
 QO0372  DYNAMIC HEIGHT  -        278.726 (meters)      914.45  (feet) COMP
 QO0372  MODELED GRAVITY -    980,585.8   (mgal)                       NAVD 88
 QO0372
 QO0372  VERT ORDER      -  SECOND    CLASS I
 QO0372
 QO0372.The horizontal coordinates were determined by differentially corrected
 QO0372.hand held GPS observations or other comparable positioning techniques
 QO0372.and have an estimated accuracy of +/- 3 meters.
 QO0372
 QO0372.The orthometric height was determined by differential leveling and
 QO0372.adjusted by the NATIONAL GEODETIC SURVEY
 QO0372.in June 1991.
 QO0372
 QO0372.Significant digits in the geoid height do not necessarily reflect accuracy.
 QO0372.GEOID18 height accuracy estimate available here.
 QO0372
 QO0372.Click photographs - Photos may exist for this station.
 QO0372
 QO0372.The dynamic height is computed by dividing the NAVD 88
 QO0372.geopotential number by the normal gravity value computed on the
 QO0372.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QO0372.degrees latitude (g = 980.6199 gals.).
 QO0372
 QO0372.The modeled gravity was interpolated from observed gravity values.
 QO0372
 QO0372;                    North         East    Units  Estimated Accuracy
 QO0372;SPC MN C     -   176,435.0     898,152.9     MT  (+/- 3 meters HH1 GPS) 
 QO0372
 QO0372_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWL0077358568(NAD 83)
 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
 QO0372.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QO0372.See file dsdata.pdf to determine how the superseded data were derived.
 QO0372
 QO0372_MARKER: DB = BENCH MARK DISK
 QO0372_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 QO0372_SP_SET: HEADWALL BOX CULVERT
 QO0372_STAMPING: 1380 M 1968
 QO0372_MARK LOGO: MNHD
 QO0372_MAGNETIC: O = OTHER; SEE DESCRIPTION
 QO0372_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QO0372+STABILITY: SURFACE MOTION
 QO0372_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 QO0372+SATELLITE: SATELLITE OBSERVATIONS - May 07, 2014
 QO0372
 QO0372  HISTORY     - Date     Condition        Report By
 QO0372  HISTORY     - 19680401 MONUMENTED       MNHD
 QO0372  HISTORY     - 1976     GOOD             MNDT
 QO0372  HISTORY     - 20070614 GOOD             MNDT
 QO0372  HISTORY     - 20140507 GOOD             MNDT
 QO0372
 QO0372                          STATION DESCRIPTION
 QO0372
 QO0372'DESCRIBED BY MN DEPT OF TRANSP 1976
 QO0372'1.0 MI W FROM RUSH CITY.
 QO0372'THE MARK IS LOCATED ABOUT .25 MILE SOUTH ALONG FAI 35 FROM BRIDGE
 QO0372'NUMBER 13808 (TRUNK HIGHWAY 361 AND COUNTY ROAD 1 OVER FAI 35) WHICH
 QO0372'IS ABOUT 1 MILE WEST OF RUSH CITY.  IT IS 58.0 FEET EAST AND ABOUT 5
 QO0372'FEET LOWER THAN THE CENTERLINE OF THE NORTHBOUND LANE OF FAI 35.  IT
 QO0372'IS SET IN THE SOUTHEAST CORNER OF THE HEADWALL OF A 26 FOOT BY 9 FOOT
 QO0372'DOUBLE BOX CULVERT (FAI 35 OVER RUSH CREEK).  NE1/4 SECTION 20, T 37N,
 QO0372'R 21W.
 QO0372
 QO0372                          STATION RECOVERY (2007)
 QO0372
 QO0372'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (BLB)
 QO0372'1.0 MILES WEST OF RUSH CITY, 0.25 MILES SOUTH OF TRUNK HIGHWAY
 QO0372'361-COUNTY ROAD 1 BRIDGE, 58 FEET EAST OF NORTHBOUND INTERSTATE
 QO0372'HIGHWAY 35, IN SOUTHEAST CORNER OF NORTHBOUND INTERSTATE HIGHWAY 35
 QO0372'BOX CULVERT AT RUSH CREEK. 1.0 FEET EAST OF FENCE CORNER POST.
 QO0372
 QO0372                          STATION RECOVERY (2014)
 QO0372
 QO0372'RECOVERY NOTE BY MN DEPT OF TRANSP 2014 (DAS)
 QO0372'1.0 MI (1.6 KM) WEST OF RUSH CITY, 0.25 MI (0.4 KM) SOUTH OF COUNTY
 QO0372'ROAD 1 BRIDGE AND TRUNK HIGHWAY 361, 58 FT (17.7 M) EAST OF NORTHBOUND
 QO0372'INTERSTATE HIGHWAY 35, IN SOUTHEAST CORNER OF NORTHBOUND INTERSTATE
 QO0372'HIGHWAY 35 BOX CULVERT AT RUSH CREEK.  1.0 FT (0.3 M) EAST OF A FENCE
 QO0372'CORNER POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DP7325 ***********************************************************************
 DP7325  DESIGNATION -  1380 N RESET
 DP7325  PID         -  DP7325
 DP7325  STATE/COUNTY-  MN/CHISAGO
 DP7325  COUNTRY     -  US
 DP7325  USGS QUAD   -  RUSH CITY (2019)
 DP7325
 DP7325                         *CURRENT SURVEY CONTROL
 DP7325  ______________________________________________________________________
 DP7325* NAD 83(1986) POSITION- 45 41 02.92   (N) 092 59 21.92   (W)   HD_HELD1
 DP7325* NAVD 88 ORTHO HEIGHT -   286.333 (meters)      939.41  (feet) ADJUSTED
 DP7325  ______________________________________________________________________
 DP7325  GEOID HEIGHT    -        -27.978 (meters)                     GEOID18
 DP7325  DYNAMIC HEIGHT  -        286.327 (meters)      939.39  (feet) COMP
 DP7325  MODELED GRAVITY -    980,586.6   (mgal)                       NAVD 88
 DP7325
 DP7325  VERT ORDER      -  SECOND    CLASS I
 DP7325
 DP7325.The horizontal coordinates were determined by differentially corrected
 DP7325.hand held GPS observations or other comparable positioning techniques
 DP7325.and have an estimated accuracy of +/- 3 meters.
 DP7325
 DP7325.The orthometric height was determined by differential leveling and
 DP7325.adjusted by the NATIONAL GEODETIC SURVEY
 DP7325.in September 2016.
 DP7325
 DP7325.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP7325.GEOID18 height accuracy estimate available here.
 DP7325
 DP7325.Click photographs - Photos may exist for this station.
 DP7325
 DP7325.The dynamic height is computed by dividing the NAVD 88
 DP7325.geopotential number by the normal gravity value computed on the
 DP7325.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP7325.degrees latitude (g = 980.6199 gals.).
 DP7325
 DP7325.The modeled gravity was interpolated from observed gravity values.
 DP7325
 DP7325;                    North         East    Units  Estimated Accuracy
 DP7325;SPC MN C     -   176,822.0     898,197.1     MT  (+/- 3 meters HH1 GPS) 
 DP7325
 DP7325_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWL0082358954(NAD 83)
 DP7325
 DP7325                          SUPERSEDED SURVEY CONTROL
 DP7325
 DP7325.No superseded survey control is available for this station.
 DP7325
 DP7325_MARKER: DV = VERTICAL CONTROL DISK
 DP7325_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DP7325_SP_SET: BRIDGE ABUTMENT
 DP7325_STAMPING: 1380 N RESET 1996 2007
 DP7325_MARK LOGO: MNDT
 DP7325_MAGNETIC: N = NO MAGNETIC MATERIAL
 DP7325_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DP7325_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DP7325+SATELLITE: SATELLITE OBSERVATIONS - June 05, 2014
 DP7325
 DP7325  HISTORY     - Date     Condition        Report By
 DP7325  HISTORY     - 19960401 MONUMENTED       MNDT
 DP7325  HISTORY     - 20140605 GOOD             MNDT
 DP7325
 DP7325                          STATION DESCRIPTION
 DP7325
 DP7325'DESCRIBED BY MN DEPT OF TRANSP 2014 (DAS)
 DP7325'THE STATION IS LOCATED ABOUT 9.2 MI (14.8 KM) EAST-SOUTHEAST OF
 DP7325'BRAHAM, 7.9 MI (12.7 KM) NORTH-NORTHEAST OF STARK AND 1.2 MI (1.9 KM)
 DP7325'WEST OF RUSH CITY.
 DP7325'
 DP7325'TO REACH THE MARK IN SOUTHEAST CORNER OF TRUNK HIGHWAY 361 COUNTY ROAD
 DP7325'1 BRIDGE NUMBER 13808 OVER INTERSTATE HIGHWAY 35.
 DP7325'
 DP7325'THE MARK IS LOCATED 18.8 FT (5.7 M) SOUTH OF TRUNK HIGHWAY 361.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 QO0251 ***********************************************************************
 QO0251  DESIGNATION -  1380 P
 QO0251  PID         -  QO0251
 QO0251  STATE/COUNTY-  MN/CHISAGO
 QO0251  COUNTRY     -  US
 QO0251  USGS QUAD   -  RUSH CITY (2019)
 QO0251
 QO0251                         *CURRENT SURVEY CONTROL
 QO0251  ______________________________________________________________________
 QO0251* NAD 83(1986) POSITION- 45 43 00.04   (N) 092 59 30.47   (W)   HD_HELD1
 QO0251* NAVD 88 ORTHO HEIGHT -   293.696 (meters)      963.57  (feet) ADJUSTED
 QO0251  ______________________________________________________________________
 QO0251  GEOID HEIGHT    -        -27.949 (meters)                     GEOID18
 QO0251  DYNAMIC HEIGHT  -        293.689 (meters)      963.54  (feet) COMP
 QO0251  MODELED GRAVITY -    980,584.9   (mgal)                       NAVD 88
 QO0251
 QO0251  VERT ORDER      -  SECOND    CLASS 0
 QO0251
 QO0251.The horizontal coordinates were determined by differentially corrected
 QO0251.hand held GPS observations or other comparable positioning techniques
 QO0251.and have an estimated accuracy of +/- 3 meters.
 QO0251
 QO0251.The orthometric height was determined by differential leveling and
 QO0251.adjusted by the NATIONAL GEODETIC SURVEY
 QO0251.in June 1991.
 QO0251
 QO0251.Significant digits in the geoid height do not necessarily reflect accuracy.
 QO0251.GEOID18 height accuracy estimate available here.
 QO0251
 QO0251.Click photographs - Photos may exist for this station.
 QO0251
 QO0251.The dynamic height is computed by dividing the NAVD 88
 QO0251.geopotential number by the normal gravity value computed on the
 QO0251.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QO0251.degrees latitude (g = 980.6199 gals.).
 QO0251
 QO0251.The modeled gravity was interpolated from observed gravity values.
 QO0251
 QO0251;                    North         East    Units  Estimated Accuracy
 QO0251;SPC MN C     -   180,434.5     897,954.7     MT  (+/- 3 meters HH1 GPS) 
 QO0251
 QO0251_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWL0063862569(NAD 83)
 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
 QO0251.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QO0251.See file dsdata.pdf to determine how the superseded data were derived.
 QO0251
 QO0251_MARKER: DB = BENCH MARK DISK
 QO0251_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 QO0251_SP_SET: BRIDGE ABUTMENT
 QO0251_STAMPING: 1380 P 1968
 QO0251_MARK LOGO: MNHD
 QO0251_MAGNETIC: N = NO MAGNETIC MATERIAL
 QO0251_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QO0251_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 QO0251+SATELLITE: SATELLITE OBSERVATIONS - May 08, 2014
 QO0251
 QO0251  HISTORY     - Date     Condition        Report By
 QO0251  HISTORY     - 1968     MONUMENTED       MNHD
 QO0251  HISTORY     - 1975     GOOD             MNDT
 QO0251  HISTORY     - 19950923 GOOD             USPSQD
 QO0251  HISTORY     - 20070614 GOOD             MNDT
 QO0251  HISTORY     - 20140508 GOOD             MNDT
 QO0251
 QO0251                          STATION DESCRIPTION
 QO0251
 QO0251'DESCRIBED BY MN DEPT OF TRANSP 1975
 QO0251'2.5 MI NW FROM RUSH CITY.
 QO0251'IT IS SET IN THE SOUTHEAST CORNER (ABUTMENT) OF BRIDGE NUMBER 13810
 QO0251'(COUNTY ROAD 3 OVER FAI 35), AND IS 18.9 FEET SOUTH OF AND 0.5 FOOT
 QO0251'HIGHER THAN THE CENTER OF COUNTY ROAD 3.  NE 1/4, SEC 8, T 37N, R 21W.
 QO0251
 QO0251                          STATION RECOVERY (1995)
 QO0251
 QO0251'RECOVERY NOTE BY US POWER SQUADRON 1995
 QO0251'RECOVERED IN GOOD CONDITION.
 QO0251
 QO0251                          STATION RECOVERY (2007)
 QO0251
 QO0251'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (BLB)
 QO0251'2.5 MILES NORTHWEST OF RUSH CITY, IN SOUTHEAST CORNER OF COUNTY ROAD 3
 QO0251'BRIDGE 13810 OVER INTERSTATE HIGHWAY 35, 18.9 FEET SOUTH OF COUNTY
 QO0251'ROAD 3.
 QO0251
 QO0251                          STATION RECOVERY (2014)
 QO0251
 QO0251'RECOVERY NOTE BY MN DEPT OF TRANSP 2014 (DAS)
 QO0251'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 TC0447 ***********************************************************************
 TC0447  DESIGNATION -  139 RM
 TC0447  PID         -  TC0447
 TC0447  STATE/COUNTY-  MN/KOOCHICHING
 TC0447  COUNTRY     -  US
 TC0447  USGS QUAD   -  STRATTON (2019)
 TC0447
 TC0447                         *CURRENT SURVEY CONTROL
 TC0447  ______________________________________________________________________
 TC0447* NAD 83(2011) POSITION- 48 38 38.24691(N) 094 09 10.25216(W)   ADJUSTED
 TC0447* NAD 83(2011) ELLIP HT-   302.007 (meters)        (06/27/12)   ADJUSTED
 TC0447* NAD 83(2011) EPOCH   -  2010.00
 TC0447* NAVD 88 ORTHO HEIGHT -   331.505 (meters)     1087.61  (feet) ADJUSTED
 TC0447  ______________________________________________________________________
 TC0447  GEOID HEIGHT    -        -29.485 (meters)                     GEOID18
 TC0447  NAD 83(2011) X  -   -305,777.906 (meters)                     COMP
 TC0447  NAD 83(2011) Y  - -4,211,349.304 (meters)                     COMP
 TC0447  NAD 83(2011) Z  -  4,764,716.651 (meters)                     COMP
 TC0447  LAPLACE CORR    -         -4.32  (seconds)                    DEFLEC18
 TC0447  DYNAMIC HEIGHT  -        331.588 (meters)     1087.89  (feet) COMP
 TC0447  MODELED GRAVITY -    980,850.3   (mgal)                       NAVD 88
 TC0447
 TC0447  VERT ORDER      -  FIRST     CLASS II
 TC0447
 TC0447  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 TC0447  Standards:
 TC0447         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 TC0447            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 TC0447  -------------------------------------------------------------------
 TC0447  NETWORK    1.70   1.41           0.56   0.74   0.72      0.60818858
 TC0447  -------------------------------------------------------------------
 TC0447  Click here for local accuracies and other accuracy information.
 TC0447
 TC0447.The horizontal coordinates were established by GPS observations
 TC0447.and adjusted by the National Geodetic Survey in June 2012.
 TC0447
 TC0447.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 TC0447.been affixed to the stable North American tectonic plate. See 
 TC0447.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 TC0447
 TC0447.The horizontal coordinates are valid at the epoch date displayed above
 TC0447.which is a decimal equivalence of Year/Month/Day.
 TC0447
 TC0447.The orthometric height was determined by differential leveling and
 TC0447.adjusted by the NATIONAL GEODETIC SURVEY
 TC0447.in June 1991.
 TC0447
 TC0447.Significant digits in the geoid height do not necessarily reflect accuracy.
 TC0447.GEOID18 height accuracy estimate available here.
 TC0447
 TC0447.Click photographs - Photos may exist for this station.
 TC0447
 TC0447.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 TC0447
 TC0447.The Laplace correction was computed from DEFLEC18 derived deflections.
 TC0447
 TC0447.The ellipsoidal height was determined by GPS observations
 TC0447.and is referenced to NAD 83.
 TC0447
 TC0447.The dynamic height is computed by dividing the NAVD 88
 TC0447.geopotential number by the normal gravity value computed on the
 TC0447.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TC0447.degrees latitude (g = 980.6199 gals.).
 TC0447
 TC0447.The modeled gravity was interpolated from observed gravity values.
 TC0447
 TC0447. The following values were computed from the NAD 83(2011) position.
 TC0447
 TC0447;                    North         East     Units Scale Factor Converg.
 TC0447;SPC MN N     -   338,890.946   722,415.816   MT  1.00000261   -0 46 49.4
 TC0447;SPC MN N     - 1,111,844.71  2,370,125.89   sFT  1.00000261   -0 46 49.4
 TC0447;UTM  15      - 5,388,518.780   415,079.130   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  =   0.99964129
 TC0447
 TC0447_U.S. NATIONAL GRID SPATIAL ADDRESS: 15UVP1507988518(NAD 83)
 TC0447
 TC0447                          SUPERSEDED SURVEY CONTROL
 TC0447
 TC0447  NAD 83(2007)-  48 38 38.24692(N)    094 09 10.25284(W) AD(2002.00) 0
 TC0447  ELLIP H (02/10/07)  302.035  (m)                       GP(2002.00)    
 TC0447  NAD 83(1996)-  48 38 38.24702(N)    094 09 10.25274(W) AD(       ) 1
 TC0447  ELLIP H (03/29/02)  302.029  (m)                       GP(       ) 4 1
 TC0447  NAVD 88             331.51   (m)         1087.6    (f) LEVELING    3  
 TC0447
 TC0447.Superseded values are not recommended for survey control.
 TC0447
 TC0447.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TC0447.See file dsdata.pdf to determine how the superseded data were derived.
 TC0447
 TC0447_MARKER: DU = BOUNDARY MARKER
 TC0447_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TC0447_STAMPING: 69
 TC0447_MARK LOGO: IBC
 TC0447_PROJECTION: PROJECTING 15 CENTIMETERS
 TC0447_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 TC0447_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TC0447+STABILITY: SURFACE MOTION
 TC0447_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 TC0447+SATELLITE: SATELLITE OBSERVATIONS - June 30, 2020
 TC0447
 TC0447  HISTORY     - Date     Condition        Report By
 TC0447  HISTORY     - 19060401 MONUMENTED       IBC
 TC0447  HISTORY     - 1981     GOOD             NGS
 TC0447  HISTORY     - 19980328 GOOD             MNDT
 TC0447  HISTORY     - 20090817 GOOD             GEOCAC
 TC0447  HISTORY     - 20110611 GOOD             MNDT
 TC0447  HISTORY     - 20140729 GOOD             MNDT
 TC0447  HISTORY     - 20171016 GOOD             MNDT
 TC0447  HISTORY     - 20200630 GOOD             MNDT
 TC0447
 TC0447                          STATION DESCRIPTION
 TC0447
 TC0447'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 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, 54.8
 TC0447'METERS (180 FT) NORTH OF THE CENTERLINE OF HIGHWAY 11, 15.8 METERS
 TC0447'(52.0 FT) NORTH OF THE EAST END OF A CONCRETE CURB AT THE NORTHEAST
 TC0447'CORNER OF THE PARKING AREA, 12.8 METERS (42.0 FT) SOUTH OF THE SOUTH
 TC0447'BANK OF THE RAINY RIVER, 15.5 METERS (51.0 FT) NORTHEAST OF A 15-INCH
 TC0447'SPRUCE TREE, 15.2 METERS (50.0 FT) EAST OF AN EXTENDED LINE OF THE
 TC0447'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.  IT IS 0.9 M BELOW THE 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) WEST-NORTHWEST OF POST
 TC0447'OFFICE IN BIRCHDALE, AT WAYSIDE REST AREA, 0.3 MI (0.5 KM) WEST ON TH
 TC0447'11 FROM THE JUNCTION OF TH 11 AND CO RD 87, 180 FT (54.9 M) NORTH OF
 TC0447'TH 11 AT MP 152.85, 52 FT (15.8 M) NORTH OF EAST END OF CURB AT
 TC0447'NORTHEAST CORNER OF PARKING AREA, 42 FT (12.8 M) SOUTH OF SOUTH BANK
 TC0447'OF RAINY RIVER, 50 FT (15.2 M) EAST OF REST AREA ENT EXTENDED, 114 FT
 TC0447'(34.7 M) NORTH-NORTHEAST OF WAYSIDE SIGN, 52.2 FT (15.9 M) NORTH OF
 TC0447'WITNESS POST.
 TC0447
 TC0447                          STATION RECOVERY (2009)
 TC0447
 TC0447'RECOVERY NOTE BY GEOCACHING 2009 (MEL)
 TC0447'A 69 HAS BEEN ADDED TO THE TOP OF THIS STANDARD REFERENCE POST.
 TC0447
 TC0447                          STATION RECOVERY (2011)
 TC0447
 TC0447'RECOVERY NOTE BY MN DEPT OF TRANSP 2011 (ETK)
 TC0447'2.7 MI (4.3 KM) WEST-NORTHWEST OF POST OFFICE IN BIRCHDALE, AT WAYSIDE
 TC0447'REST AREA, 0.3 MI (0.5 KM) WEST ON TRUNK HIGHWAY 11  FROM THE JUNCTION
 TC0447'OF TRUNK HIGHWAY 11 AND COUNTY ROAD 87, 180 FT (54.9 M) NORTH OF TRUNK
 TC0447'HIGHWAY 11 AT MILE POINT 152.85, 52 FT (15.8 M) NORTH OF EAST END OF
 TC0447'CURB AT NORTHEAST CORNER OF PARKING AREA, 42 FT (12.8 M) SOUTH OF
 TC0447'SOUTH BANK OF RAINY RIVER, 50 FT (15.2 M) EAST OF REST AREA ENTRANCE
 TC0447'EXTENDED, 114 FT (34.7 M) NORTH-NORTHEAST OF WAYSIDE SIGN, 52.2 FT
 TC0447'(15.9 M) NORTH OF A WITNESS POST.
 TC0447
 TC0447                          STATION RECOVERY (2014)
 TC0447
 TC0447'RECOVERY NOTE BY MN DEPT OF TRANSP 2014 (KMS)
 TC0447'RECOVERED AS DESCRIBED.
 TC0447
 TC0447                          STATION RECOVERY (2017)
 TC0447
 TC0447'RECOVERY NOTE BY MN DEPT OF TRANSP 2017 (DAS)
 TC0447'RECOVERED IN GOOD CONDITION.
 TC0447
 TC0447                          STATION RECOVERY (2020)
 TC0447
 TC0447'RECOVERY NOTE BY MN DEPT OF TRANSP 2020 (TJD)
 TC0447'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 QO0065 ***********************************************************************
 QO0065  DESIGNATION -  14 B
 QO0065  PID         -  QO0065
 QO0065  STATE/COUNTY-  MN/WASHINGTON
 QO0065  COUNTRY     -  US
 QO0065  USGS QUAD   -  STILLWATER (2019)
 QO0065
 QO0065                         *CURRENT SURVEY CONTROL
 QO0065  ______________________________________________________________________
 QO0065* NAD 83(1986) POSITION- 45 00 00.     (N) 092 50 50.     (W)   SCALED
 QO0065* NAVD 88 ORTHO HEIGHT -   288.036 (meters)      945.00  (feet) ADJUSTED
 QO0065  ______________________________________________________________________
 QO0065  GEOID HEIGHT    -        -28.099 (meters)                     GEOID18
 QO0065  DYNAMIC HEIGHT  -        288.025 (meters)      944.96  (feet) COMP
 QO0065  MODELED GRAVITY -    980,570.3   (mgal)                       NAVD 88
 QO0065
 QO0065  VERT ORDER      -  SECOND    CLASS 0
 QO0065
 QO0065.The horizontal coordinates were scaled from a map and have
 QO0065.an estimated accuracy of +/- 6 seconds.
 QO0065
 QO0065.The orthometric height was determined by differential leveling and
 QO0065.adjusted by the NATIONAL GEODETIC SURVEY
 QO0065.in June 1991.
 QO0065
 QO0065.Significant digits in the geoid height do not necessarily reflect accuracy.
 QO0065.GEOID18 height accuracy estimate available here.
 QO0065
 QO0065.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWK120829(NAD 83)
 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
 QO0065.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QO0065.See file dsdata.pdf to determine how the superseded data were derived.
 QO0065
 QO0065_MARKER: B = BOLT
 QO0065_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 QO0065+WITH SETTING: PAVEMENT
 QO0065_SP_SET: SIGNAL BASE
 QO0065_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QO0065+STABILITY: SURFACE MOTION
 QO0065
 QO0065  HISTORY     - Date     Condition        Report By
 QO0065  HISTORY     - 1968     MONUMENTED       MNHD
 QO0065  HISTORY     - 1968     GOOD             MNHD
 QO0065  HISTORY     - 1980     MARK NOT FOUND   NGS
 QO0065  HISTORY     - 20070605 MARK NOT FOUND   MNDT
 QO0065
 QO0065                          STATION DESCRIPTION
 QO0065
 QO0065'DESCRIBED BY MN HIGHWAY DEPT 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.
 QO0065
 QO0065                          STATION RECOVERY (2007)
 QO0065
 QO0065'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (VWC)
 QO0065'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 RN0462 ***********************************************************************
 RN0462  DESIGNATION -  14 CAP
 RN0462  PID         -  RN0462
 RN0462  STATE/COUNTY-  MN/PINE
 RN0462  COUNTRY     -  US
 RN0462  USGS QUAD   -  FINLAYSON (2019)
 RN0462
 RN0462                         *CURRENT SURVEY CONTROL
 RN0462  ______________________________________________________________________
 RN0462* NAD 83(1986) POSITION- 46 09 05.     (N) 092 55 19.     (W)   SCALED
 RN0462* NAVD 88 ORTHO HEIGHT -   345.490 (meters)     1133.50  (feet) ADJUSTED
 RN0462  ______________________________________________________________________
 RN0462  GEOID HEIGHT    -        -27.557 (meters)                     GEOID18
 RN0462  DYNAMIC HEIGHT  -        345.498 (meters)     1133.52  (feet) COMP
 RN0462  MODELED GRAVITY -    980,628.7   (mgal)                       NAVD 88
 RN0462
 RN0462  VERT ORDER      -  SECOND    CLASS 0
 RN0462
 RN0462.The horizontal coordinates were scaled from a map and have
 RN0462.an estimated accuracy of +/- 6 seconds.
 RN0462
 RN0462.The orthometric height was determined by differential leveling and
 RN0462.adjusted by the NATIONAL GEODETIC SURVEY
 RN0462.in June 1991.
 RN0462
 RN0462.Significant digits in the geoid height do not necessarily reflect accuracy.
 RN0462.GEOID18 height accuracy estimate available here.
 RN0462
 RN0462.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWM060108(NAD 83)
 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
 RN0462.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RN0462.See file dsdata.pdf to determine how the superseded data were derived.
 RN0462
 RN0462_MARKER: C = CAP OF CAP-AND-BOLT PAIR
 RN0462_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 RN0462_MARK LOGO: MRC
 RN0462_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RN0462
 RN0462  HISTORY     - Date     Condition        Report By
 RN0462  HISTORY     - UNK      MONUMENTED       MRC
 RN0462  HISTORY     - 1935     GOOD             CGS
 RN0462  HISTORY     - 1954     MARK NOT FOUND   USGS
 RN0462  HISTORY     - 20071213 MARK NOT FOUND   MNDT
 RN0462
 RN0462                          STATION DESCRIPTION
 RN0462
 RN0462'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 RN0462'IN GRONINGEN.
 RN0462'AT GRONINGEN, PINE COUNTY, ABOUT 110 YARDS SOUTH ALONG THE NORTHERN
 RN0462'PACIFIC RAILWAY FROM THE STATION, ABOUT 360 FEET SOUTH OF THE CENTER
 RN0462'OF THE RAILROAD WATER TANK, ABOUT 170 FEET NORTH OF THE CENTER OF A
 RN0462'PUBLIC ROAD CROSSING, ABOUT 101 FEET NORTHWEST OF THE NORTHWEST CORNER
 RN0462'OF A FRAME SCHOOLHOUSE, ABOUT 12 YARDS SOUTH OF A 36-INCH CONCRETE
 RN0462'PIPE CULVERT, AND 43.5 FEET EAST OF THE EAST RAIL.  A 4-INCH IRON PIPE
 RN0462'BEARING A MISSISSIPPI RIVER COMMISSION STANDARD CAP AND PROJECTING
 RN0462'ABOUT 10 INCHES ABOVE GROUND.
 RN0462
 RN0462                          STATION RECOVERY (1954)
 RN0462
 RN0462'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1954
 RN0462'MARK NOT FOUND.
 RN0462
 RN0462                          STATION RECOVERY (2007)
 RN0462
 RN0462'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (DAS)
 RN0462'THE MARK WAS NOT RECOVERED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DH6124 ***********************************************************************
 DH6124  DESIGNATION -  14 CDL
 DH6124  PID         -  DH6124
 DH6124  STATE/COUNTY-  MN/MAHNOMEN
 DH6124  COUNTRY     -  US
 DH6124  USGS QUAD   -  SNIDER LAKE (2019)
 DH6124
 DH6124                         *CURRENT SURVEY CONTROL
 DH6124  ______________________________________________________________________
 DH6124* NAD 83(1986) POSITION- 47 14 55.     (N) 095 42 06.     (W)   SCALED
 DH6124* NAVD 88 ORTHO HEIGHT -   456.579 (meters)     1497.96  (feet) ADJUSTED
 DH6124  ______________________________________________________________________
 DH6124  GEOID HEIGHT    -        -27.239 (meters)                     GEOID18
 DH6124  DYNAMIC HEIGHT  -        456.612 (meters)     1498.07  (feet) COMP
 DH6124  MODELED GRAVITY -    980,671.1   (mgal)                       NAVD 88
 DH6124
 DH6124  VERT ORDER      -  THIRD
 DH6124
 DH6124.The horizontal coordinates were scaled from a map and have
 DH6124.an estimated accuracy of +/- 6 seconds.
 DH6124
 DH6124.The orthometric height was determined by differential leveling and
 DH6124.adjusted by the NATIONAL GEODETIC SURVEY
 DH6124.in May 2009.
 DH6124
 DH6124.Significant digits in the geoid height do not necessarily reflect accuracy.
 DH6124.GEOID18 height accuracy estimate available here.
 DH6124
 DH6124.Click photographs - Photos may exist for this station.
 DH6124
 DH6124.The dynamic height is computed by dividing the NAVD 88
 DH6124.geopotential number by the normal gravity value computed on the
 DH6124.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH6124.degrees latitude (g = 980.6199 gals.).
 DH6124
 DH6124.The modeled gravity was interpolated from observed gravity values.
 DH6124
 DH6124;                    North         East    Units  Estimated Accuracy
 DH6124;SPC MN N     -   186,540.      603,090.      MT  (+/- 180 meters Scaled)
 DH6124
 DH6124_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTN955363(NAD 83)
 DH6124
 DH6124                          SUPERSEDED SURVEY CONTROL
 DH6124
 DH6124.No superseded survey control is available for this station.
 DH6124
 DH6124_MARKER: DD = SURVEY DISK
 DH6124_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 DH6124_STAMPING: 14 CDL 1967
 DH6124_MARK LOGO: USGS
 DH6124_PROJECTION: FLUSH
 DH6124_MAGNETIC: I = MARKER IS A STEEL ROD
 DH6124_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DH6124_ROD/PIPE-DEPTH: 3.0 meters
 DH6124
 DH6124  HISTORY     - Date     Condition        Report By
 DH6124  HISTORY     - 1967     MONUMENTED       USGS
 DH6124  HISTORY     - 20061127 MARK NOT FOUND   MNDT
 DH6124
 DH6124                          STATION DESCRIPTION
 DH6124
 DH6124'DESCRIBED BY US GEOLOGICAL SURVEY 1967 (CDL)
 DH6124'MAHNOMEN, 4.5 MI. SOUTH AND 12.5 MI. EAST OF, T144N, R40W,
 DH6124'NEAR THE CENTER OF THE SE. 1/4 OF THE NE. 1/4 OF THE NE. 1/4 OF
 DH6124'SECTION 35, 32 FT. NE., 18 FT. NORTH OF AND 2.4 FT. HIGHER THAN CENTER
 DH6124'OF RD. AT TRAIL SE., 1.4 FT. WEST OF WITNESS POST, SET ON THE TOP OF A
 DH6124'1/2 INCH COPPER COATED STEEL ROD, DRIVEN 10 FT. INTO THE GROUND,
 DH6124'STANDARD TABLET STAMPED 14 CDL 1967, IT IS SET FLUSH WITH THE GROUND
 DH6124'AND SURROUNDED BY A 6 INCH TILE.
 DH6124
 DH6124                          STATION RECOVERY (2006)
 DH6124
 DH6124'RECOVERY NOTE BY MN DEPT OF TRANSP 2006 (MPP)
 DH6124'THE MARK WAS NOT RECOVERED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 SK0053 ***********************************************************************
 SK0053  DESIGNATION -  14 CEH
 SK0053  PID         -  SK0053
 SK0053  STATE/COUNTY-  MN/KOOCHICHING
 SK0053  COUNTRY     -  US
 SK0053  USGS QUAD   -  NORTHOME SOUTH (2019)
 SK0053
 SK0053                         *CURRENT SURVEY CONTROL
 SK0053  ______________________________________________________________________
 SK0053* NAD 83(1986) POSITION- 47 51 30.73   (N) 094 16 29.19   (W)   HD_HELD1
 SK0053* NAVD 88 ORTHO HEIGHT -   445.190 (meters)     1460.59  (feet) ADJUSTED
 SK0053  ______________________________________________________________________
 SK0053  GEOID HEIGHT    -        -28.478 (meters)                     GEOID18
 SK0053  DYNAMIC HEIGHT  -        445.260 (meters)     1460.82  (feet) COMP
 SK0053  MODELED GRAVITY -    980,756.4   (mgal)                       NAVD 88
 SK0053
 SK0053  VERT ORDER      -  SECOND    CLASS I
 SK0053
 SK0053.The horizontal coordinates were determined by differentially corrected
 SK0053.hand held GPS observations or other comparable positioning techniques
 SK0053.and have an estimated accuracy of +/- 3 meters.
 SK0053
 SK0053.The orthometric height was determined by differential leveling and
 SK0053.adjusted by the NATIONAL GEODETIC SURVEY
 SK0053.in September 2006.
 SK0053
 SK0053.Significant digits in the geoid height do not necessarily reflect accuracy.
 SK0053.GEOID18 height accuracy estimate available here.
 SK0053
 SK0053.Click photographs - Photos may exist for this station.
 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     -   251,700.9     712,104.5     MT  (+/- 3 meters HH1 GPS) 
 SK0053
 SK0053_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVP0464801363(NAD 83)
 SK0053
 SK0053                          SUPERSEDED SURVEY CONTROL
 SK0053
 SK0053  NAVD 88 (06/15/91)  445.172  (m)         1460.54   (f) SUPERSEDED  2 1
 SK0053  NGVD 29 (??/??/92)  444.830  (m)         1459.41   (f) ADJ UNCH    2 1
 SK0053
 SK0053.Superseded values are not recommended for survey control.
 SK0053
 SK0053.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SK0053.See file dsdata.pdf to determine how the superseded data were derived.
 SK0053
 SK0053_MARKER: DD = SURVEY DISK
 SK0053_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 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 - July 18, 2023
 SK0053
 SK0053  HISTORY     - Date     Condition        Report By
 SK0053  HISTORY     - 1971     MONUMENTED       USGS
 SK0053  HISTORY     - 1976     GOOD             MNDT
 SK0053  HISTORY     - 20010919 GOOD             MNDT
 SK0053  HISTORY     - 20120420 GOOD             MNDT
 SK0053  HISTORY     - 20171003 GOOD             MNDT
 SK0053  HISTORY     - 20230718 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.
 SK0053
 SK0053                          STATION RECOVERY (2012)
 SK0053
 SK0053'RECOVERY NOTE BY MN DEPT OF TRANSP 2012 (KMS)
 SK0053'1.0 MI (1.6 KM) SOUTH-SOUTHEAST OF NORTHOME, 1.0 MI (1.6 KM)
 SK0053'SOUTH-SOUTHEAST ALONG TRUNK HIGHWAY 46  FROM THE JUNCTION OF TRUNK
 SK0053'HIGHWAY 46 AND TRUNK HIGHWAY 1 AT NORTHOME, AT TRUNK HIGHWAY 46 MILE
 SK0053'POINT 45.4, 206 FT (62.8 M) SOUTH OF DRIVEWAY NUMBER 12411, 121 FT
 SK0053'(36.9 M) NORTH-NORTHWEST OF CULVERT, 40.5 FT (12.3 M) WEST OF TRUNK
 SK0053'HIGHWAY 46, 1.5 FT (0.5 M) EAST OF A WITNESS POST.  ROD DEPTH UNKNOWN.
 SK0053
 SK0053                          STATION RECOVERY (2017)
 SK0053
 SK0053'RECOVERY NOTE BY MN DEPT OF TRANSP 2017 (KMS)
 SK0053'RECOVERED AS DESCRIBED.
 SK0053
 SK0053                          STATION RECOVERY (2023)
 SK0053
 SK0053'RECOVERY NOTE BY MN DEPT OF TRANSP 2023 (KMS)
 SK0053'1.0 MI (1.6 KM) SOUTH-SOUTHEAST OF NORTHOME, 1.0 MI (1.6 KM)
 SK0053'SOUTH-SOUTHEAST ALONG TRUNK HIGHWAY 46 FROM THE JUNCTION OF TRUNK
 SK0053'HIGHWAY 46 AND TRUNK HIGHWAY 1 IN NORTHOME, AT TRUNK HIGHWAY 46 MILE
 SK0053'POINT 45.4, 40.5 FT (12.3 M) WEST OF TRUNK HIGHWAY 46, 206.0 FT (62.8
 SK0053'M) SOUTH OF DRIVEWAY NUMBER 12411, 121.0 FT (36.9 M) NORTH-NORTHWEST
 SK0053'OF A CULVERT, 1.5 FT (0.5 M) EAST OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 SK0692 ***********************************************************************
 SK0692  DESIGNATION -  14 CER
 SK0692  PID         -  SK0692
 SK0692  STATE/COUNTY-  MN/CLEARWATER
 SK0692  COUNTRY     -  US
 SK0692  USGS QUAD   -  CLEARBROOK (2019)
 SK0692
 SK0692                         *CURRENT SURVEY CONTROL
 SK0692  ______________________________________________________________________
 SK0692* NAD 83(2011) POSITION- 47 41 16.87442(N) 095 25 49.54673(W)   ADJUSTED
 SK0692* NAD 83(2011) ELLIP HT-   385.047 (meters)        (06/27/12)   ADJUSTED
 SK0692* NAD 83(2011) EPOCH   -  2010.00
 SK0692* NAVD 88 ORTHO HEIGHT -   412.611 (meters)     1353.71  (feet) ADJUSTED
 SK0692  ______________________________________________________________________
 SK0692  GEOID HEIGHT    -        -27.577 (meters)                     GEOID18
 SK0692  NAD 83(2011) X  -   -407,099.400 (meters)                     COMP
 SK0692  NAD 83(2011) Y  - -4,282,385.327 (meters)                     COMP
 SK0692  NAD 83(2011) Z  -  4,693,880.109 (meters)                     COMP
 SK0692  LAPLACE CORR    -         -2.99  (seconds)                    DEFLEC18
 SK0692  DYNAMIC HEIGHT  -        412.667 (meters)     1353.89  (feet) COMP
 SK0692  MODELED GRAVITY -    980,736.9   (mgal)                       NAVD 88
 SK0692
 SK0692  VERT ORDER      -  SECOND    CLASS I
 SK0692
 SK0692  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 SK0692  Standards:
 SK0692         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 SK0692            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 SK0692  -------------------------------------------------------------------
 SK0692  NETWORK    0.37   0.41           0.17   0.13   0.21      0.03168086
 SK0692  -------------------------------------------------------------------
 SK0692  Click here for local accuracies and other accuracy information.
 SK0692
 SK0692.The horizontal coordinates were established by GPS observations
 SK0692.and adjusted by the National Geodetic Survey in June 2012.
 SK0692
 SK0692.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 SK0692.been affixed to the stable North American tectonic plate. See 
 SK0692.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 SK0692
 SK0692.The horizontal coordinates are valid at the epoch date displayed above
 SK0692.which is a decimal equivalence of Year/Month/Day.
 SK0692
 SK0692.The orthometric height was determined by differential leveling and
 SK0692.adjusted by the NATIONAL GEODETIC SURVEY
 SK0692.in August 2019.
 SK0692
 SK0692.Significant digits in the geoid height do not necessarily reflect accuracy.
 SK0692.GEOID18 height accuracy estimate available here.
 SK0692
 SK0692.Click photographs - Photos may exist for this station.
 SK0692
 SK0692.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 SK0692
 SK0692.The Laplace correction was computed from DEFLEC18 derived deflections.
 SK0692
 SK0692.The ellipsoidal height was determined by GPS observations
 SK0692.and is referenced to NAD 83.
 SK0692
 SK0692.The dynamic height is computed by dividing the NAVD 88
 SK0692.geopotential number by the normal gravity value computed on the
 SK0692.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SK0692.degrees latitude (g = 980.6199 gals.).
 SK0692
 SK0692.The modeled gravity was interpolated from observed gravity values.
 SK0692
 SK0692. The following values were computed from the NAD 83(2011) position.
 SK0692
 SK0692;                    North         East     Units Scale Factor Converg.
 SK0692;SPC MN N     -   234,712.730   625,087.866   MT  0.99990611   -1 43 38.5
 SK0692;SPC MN N     -   770,053.35  2,050,809.11   sFT  0.99990611   -1 43 38.5
 SK0692;UTM  15      - 5,284,487.344   317,615.574   MT  1.00000878   -1 47 52.0
 SK0692
 SK0692!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SK0692!SPC MN N     -   0.99993965  x   0.99990611  =   0.99984577
 SK0692!UTM  15      -   0.99993965  x   1.00000878  =   0.99994843
 SK0692
 SK0692:                Primary Azimuth Mark                     Grid Az
 SK0692:SPC MN N     -  ROOK                                     182 44 14.9
 SK0692:UTM  15      -  ROOK                                     182 48 28.4
 SK0692
 SK0692_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUN1761584487(NAD 83)
 SK0692
 SK0692|---------------------------------------------------------------------|
 SK0692| PID    Reference Object                     Distance      Geod. Az  |
 SK0692|                                                           dddmmss.s |
 SK0692| DF7312 ROOK                                APPROX. 0.6 KM 1810036.4 |
 SK0692|---------------------------------------------------------------------|
 SK0692
 SK0692                          SUPERSEDED SURVEY CONTROL
 SK0692
 SK0692  NAD 83(2007)-  47 41 16.87426(N)    095 25 49.54765(W) AD(2002.00) 0
 SK0692  ELLIP H (02/10/07)  385.094  (m)                       GP(2002.00)    
 SK0692  NAD 83(1996)-  47 41 16.87422(N)    095 25 49.54759(W) AD(       ) 1
 SK0692  ELLIP H (08/20/03)  385.098  (m)                       GP(       ) 3 2
 SK0692  NAVD 88             412.62   (m)         1353.7    (f) LEVELING    3  
 SK0692  NAVD 88 (06/15/91)  412.619  (m)         1353.73   (f) SUPERSEDED  2 0
 SK0692
 SK0692.Superseded values are not recommended for survey control.
 SK0692
 SK0692.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SK0692.See file dsdata.pdf to determine how the superseded data were derived.
 SK0692
 SK0692_MARKER: DD = SURVEY DISK
 SK0692_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 SK0692_STAMPING: 14 CER 1967
 SK0692_MARK LOGO: USGS
 SK0692_PROJECTION: FLUSH
 SK0692_MAGNETIC: I = MARKER IS A STEEL ROD
 SK0692_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 SK0692_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 SK0692+SATELLITE: SATELLITE OBSERVATIONS - July 01, 2014
 SK0692_ROD/PIPE-DEPTH: 4.6 meters
 SK0692
 SK0692  HISTORY     - Date     Condition        Report By
 SK0692  HISTORY     - 1967     MONUMENTED       USGS
 SK0692  HISTORY     - 20020401 GOOD             MNDT
 SK0692  HISTORY     - 20020827 GOOD             MNDT
 SK0692  HISTORY     - 20061206 GOOD             MNDT
 SK0692  HISTORY     - 20140701 GOOD             MNDT
 SK0692
 SK0692                          STATION DESCRIPTION
 SK0692
 SK0692'DESCRIBED BY US GEOLOGICAL SURVEY 1967
 SK0692'0.5 KM (0.30 MI) SOUTH FROM CLEARWATER.
 SK0692'CLEARBROOK, CLEARWATER CO., 0.5 MI SOUTH OF, T. 149 N., R. 37 W., NEAR
 SK0692'OF SECTIONS 29, 30, 31 AND 32, 61 FT SOUTH 115 FT EAST OF THE
 SK0692'CROSSROADS, AND 1.4 FT LOWER THAN, 2 FT WEST OF A POWER POLE, ON TOP
 SK0692'OF A COPPER-CLAD STEEL ROD DRIVEN TO A DEPTH OF 15 FEET, A STANDARD
 SK0692'TABLET STAMPED 14 CER 1967.
 SK0692
 SK0692                          STATION RECOVERY (2002)
 SK0692
 SK0692'RECOVERY NOTE BY MN DEPT OF TRANSP 2002 (WAS)
 SK0692'THE MARK WAS RECOVERED IN GOOD CONDITION AS DESCRIBED 0.5 MI SOUTH OF
 SK0692'CLEARBROOK, 0.4 MI SOUTH ALONG TH 92 FROM JCT OF CO RD  5 AND TH 92 IN
 SK0692'CLEARBROOK, AT TH 92 MP 44.8, 115.5 FT EAST OF TH 92, 61.7 FT SOUTH OF
 SK0692'CO RD 49, 30.2 FT WEST OF R/W POST, 4 FT WSW OF P-POL E, 2.1 FT EAST
 SK0692'OF WIT POST,   FLUSH, SUITABLE FOR GPS
 SK0692
 SK0692                          STATION RECOVERY (2002)
 SK0692
 SK0692'RECOVERY NOTE BY MN DEPT OF TRANSP 2002 (DKH)
 SK0692'THE MARK WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.  THE MARK IS
 SK0692'FLUSH, MAGNETIC, AND SUITABLE FOR GPS.  ROD DEPTH IS 15 FT.
 SK0692
 SK0692                          STATION RECOVERY (2006)
 SK0692
 SK0692'RECOVERY NOTE BY MN DEPT OF TRANSP 2006 (MPP)
 SK0692'0.5 MILE SOUTH OF CLEARBROOK, 0.4 MILE SOUTH ALONG TRUNK HIGHWAY 92
 SK0692'FROM JUNCTION OF COUNTY ROAD 5 AND TRUNK HIGHWAY 92 IN CLEARBROOK, AT
 SK0692'TRUNK HIGHWAY 92 MILEPOINT 44.8, 115.5 FEET EAST OF TRUNK HIGHWAY 92,
 SK0692'61.7 FEET SOUTH OF COUNTY ROAD 49, 30.2 FEET WEST OF RIGHT OF WAY
 SK0692'POST, 4 FEET WEST-SOUTHWEST OF POWER POLE, 2.1 FEET EAST OF WITNESS
 SK0692'POST.
 SK0692
 SK0692                          STATION RECOVERY (2014)
 SK0692
 SK0692'RECOVERY NOTE BY MN DEPT OF TRANSP 2014 (KMS)
 SK0692'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 SK0644 ***********************************************************************
 SK0644  DESIGNATION -  14 CLC
 SK0644  PID         -  SK0644
 SK0644  STATE/COUNTY-  MN/POLK
 SK0644  COUNTRY     -  US
 SK0644  USGS QUAD   -  MCINTOSH (2019)
 SK0644
 SK0644                         *CURRENT SURVEY CONTROL
 SK0644  ______________________________________________________________________
 SK0644* NAD 83(1986) POSITION- 47 42 06.     (N) 095 52 48.     (W)   SCALED
 SK0644* NAVD 88 ORTHO HEIGHT -   378.377 (meters)     1241.39  (feet) ADJUSTED
 SK0644  ______________________________________________________________________
 SK0644  GEOID HEIGHT    -        -27.226 (meters)                     GEOID18
 SK0644  DYNAMIC HEIGHT  -        378.429 (meters)     1241.56  (feet) COMP
 SK0644  MODELED GRAVITY -    980,741.0   (mgal)                       NAVD 88
 SK0644
 SK0644  VERT ORDER      -  THIRD
 SK0644
 SK0644.The horizontal coordinates were scaled from a map and have
 SK0644.an estimated accuracy of +/- 6 seconds.
 SK0644
 SK0644.The orthometric height was determined by differential leveling and
 SK0644.adjusted by the NATIONAL GEODETIC SURVEY
 SK0644.in June 1991.
 SK0644
 SK0644.Significant digits in the geoid height do not necessarily reflect accuracy.
 SK0644.GEOID18 height accuracy estimate available here.
 SK0644
 SK0644.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTN839871(NAD 83)
 SK0644
 SK0644                          SUPERSEDED SURVEY CONTROL
 SK0644
 SK0644.No superseded survey control is available for this station.
 SK0644
 SK0644_MARKER: DD = SURVEY DISK
 SK0644_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 SK0644_STAMPING: 14 CLC 1967
 SK0644_MARK LOGO: USGS
 SK0644_MAGNETIC: I = MARKER IS A STEEL ROD
 SK0644_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 SK0644
 SK0644  HISTORY     - Date     Condition        Report By
 SK0644  HISTORY     - 1967     MONUMENTED       USGS
 SK0644  HISTORY     - 20100714 MARK NOT FOUND   MNDT
 SK0644
 SK0644                          STATION DESCRIPTION
 SK0644
 SK0644'DESCRIBED BY US GEOLOGICAL SURVEY 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.
 SK0644
 SK0644                          STATION RECOVERY (2010)
 SK0644
 SK0644'RECOVERY NOTE BY MN DEPT OF TRANSP 2010 (MPP)
 SK0644'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 SK0643 ***********************************************************************
 SK0643  DESIGNATION -  14 CLC RM
 SK0643  PID         -  SK0643
 SK0643  STATE/COUNTY-  MN/POLK
 SK0643  COUNTRY     -  US
 SK0643  USGS QUAD   -  MCINTOSH (2019)
 SK0643
 SK0643                         *CURRENT SURVEY CONTROL
 SK0643  ______________________________________________________________________
 SK0643* NAD 83(1986) POSITION- 47 42 02.     (N) 095 52 49.     (W)   SCALED
 SK0643* NAVD 88 ORTHO HEIGHT -   376.952 (meters)     1236.72  (feet) ADJUSTED
 SK0643  ______________________________________________________________________
 SK0643  GEOID HEIGHT    -        -27.227 (meters)                     GEOID18
 SK0643  DYNAMIC HEIGHT  -        377.004 (meters)     1236.89  (feet) COMP
 SK0643  MODELED GRAVITY -    980,740.5   (mgal)                       NAVD 88
 SK0643
 SK0643  VERT ORDER      -  THIRD
 SK0643
 SK0643.The horizontal coordinates were scaled from a map and have
 SK0643.an estimated accuracy of +/- 6 seconds.
 SK0643
 SK0643.The orthometric height was determined by differential leveling and
 SK0643.adjusted by the NATIONAL GEODETIC SURVEY
 SK0643.in June 1991.
 SK0643
 SK0643.Significant digits in the geoid height do not necessarily reflect accuracy.
 SK0643.GEOID18 height accuracy estimate available here.
 SK0643
 SK0643.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTN839870(NAD 83)
 SK0643
 SK0643                          SUPERSEDED SURVEY CONTROL
 SK0643
 SK0643.No superseded survey control is available for this station.
 SK0643
 SK0643_MARKER: Q = CHISELED SQUARE
 SK0643_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 SK0643_SP_SET: CULVERT HEADWALL
 SK0643_MARK LOGO: USGS
 SK0643_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SK0643+STABILITY: SURFACE MOTION
 SK0643
 SK0643  HISTORY     - Date     Condition        Report By
 SK0643  HISTORY     - 1967     MONUMENTED       USGS
 SK0643
 SK0643                          STATION DESCRIPTION
 SK0643
 SK0643'DESCRIBED BY US GEOLOGICAL SURVEY 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 = MARCH 21, 2026 06:05:54 EDT
 DM8091 ***********************************************************************
 DM8091  HT_MOD      -  This is a Height Modernization Survey Station.
 DM8091  DESIGNATION -  14 DLS
 DM8091  PID         -  DM8091
 DM8091  STATE/COUNTY-  MN/ITASCA
 DM8091  COUNTRY     -  US
 DM8091  USGS QUAD   -  WIRT (2019)
 DM8091
 DM8091                         *CURRENT SURVEY CONTROL
 DM8091  ______________________________________________________________________
 DM8091* NAD 83(2011) POSITION- 47 41 54.35978(N) 093 56 16.02157(W)   ADJUSTED
 DM8091* NAD 83(2011) ELLIP HT-   390.937 (meters)        (06/27/12)   ADJUSTED
 DM8091* NAD 83(2011) EPOCH   -  2010.00
 DM8091* NAVD 88 ORTHO HEIGHT -   419.65  (meters)     1376.8   (feet) GPS OBS
 DM8091  ______________________________________________________________________
 DM8091  NAVD 88 orthometric height was determined with geoid model    GEOID09
 DM8091  GEOID HEIGHT    -        -28.686 (meters)                     GEOID09
 DM8091  GEOID HEIGHT    -        -28.714 (meters)                     GEOID18
 DM8091  NAD 83(2011) X  -   -295,352.425 (meters)                     COMP
 DM8091  NAD 83(2011) Y  - -4,290,686.331 (meters)                     COMP
 DM8091  NAD 83(2011) Z  -  4,694,663.772 (meters)                     COMP
 DM8091  LAPLACE CORR    -         -3.77  (seconds)                    DEFLEC18
 DM8091
 DM8091  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DM8091  Standards:
 DM8091         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DM8091            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DM8091  -------------------------------------------------------------------
 DM8091  NETWORK    0.53   0.61           0.25   0.17   0.31     -0.00349276
 DM8091  -------------------------------------------------------------------
 DM8091  Click here for local accuracies and other accuracy information.
 DM8091
 DM8091.The horizontal coordinates were established by GPS observations
 DM8091.and adjusted by the National Geodetic Survey in June 2012.
 DM8091
 DM8091.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DM8091.been affixed to the stable North American tectonic plate. See 
 DM8091.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DM8091
 DM8091.The horizontal coordinates are valid at the epoch date displayed above
 DM8091.which is a decimal equivalence of Year/Month/Day.
 DM8091
 DM8091.The orthometric height was determined by GPS observations and a
 DM8091.high-resolution geoid model using precise GPS observation and
 DM8091.processing techniques.
 DM8091
 DM8091.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM8091.GEOID18 height accuracy estimate available here.
 DM8091
 DM8091.Click photographs - Photos may exist for this station.
 DM8091
 DM8091.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DM8091
 DM8091.The Laplace correction was computed from DEFLEC18 derived deflections.
 DM8091
 DM8091.The ellipsoidal height was determined by GPS observations
 DM8091.and is referenced to NAD 83.
 DM8091
 DM8091. The following values were computed from the NAD 83(2011) position.
 DM8091
 DM8091;                    North         East     Units Scale Factor Converg.
 DM8091;SPC MN N     -   233,574.239   737,123.766   MT  0.99990566   -0 37 15.5
 DM8091;SPC MN N     -   766,318.15  2,418,380.22   sFT  0.99990566   -0 37 15.5
 DM8091;UTM  15      - 5,283,209.116   429,639.127   MT  0.99966083   -0 41 37.1
 DM8091
 DM8091!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DM8091!SPC MN N     -   0.99993873  x   0.99990566  =   0.99984440
 DM8091!UTM  15      -   0.99993873  x   0.99966083  =   0.99959958
 DM8091
 DM8091_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVN2963983209(NAD 83)
 DM8091
 DM8091                          SUPERSEDED SURVEY CONTROL
 DM8091
 DM8091  NAD 83(2007)-  47 41 54.35977(N)    093 56 16.02219(W) AD(2002.00) 1
 DM8091  ELLIP H (06/13/11)  390.968  (m)                       GP(2002.00) 4 1
 DM8091
 DM8091.Superseded values are not recommended for survey control.
 DM8091
 DM8091.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DM8091.See file dsdata.pdf to determine how the superseded data were derived.
 DM8091
 DM8091_MARKER: DD = SURVEY DISK
 DM8091_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 DM8091_STAMPING: 14 DLS 1969
 DM8091_MARK LOGO: USGS
 DM8091_PROJECTION: FLUSH
 DM8091_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DM8091_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DM8091_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DM8091+SATELLITE: SATELLITE OBSERVATIONS - November 03, 2021
 DM8091
 DM8091  HISTORY     - Date     Condition        Report By
 DM8091  HISTORY     - 19690401 MONUMENTED       USGS
 DM8091  HISTORY     - 20100113 GOOD             MNDT
 DM8091  HISTORY     - 20211103 GOOD             MNDT
 DM8091
 DM8091                          STATION DESCRIPTION
 DM8091
 DM8091'DESCRIBED BY MN DEPT OF TRANSP 2010 (DJS)
 DM8091'THE MARK WAS RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.
 DM8091'THE MARK IS AT BASS LAKE, 90 FEET NORTH AND 95 FEET WEST OF JUNCTION
 DM8091'OF COUNTY ROAD 29 AND COUNTY ROAD 127, 15 FEET NORTHEAST OF POWER POLE
 DM8091'WITH WITNESS SIGN.
 DM8091
 DM8091                          STATION RECOVERY (2021)
 DM8091
 DM8091'RECOVERY NOTE BY MN DEPT OF TRANSP 2021 (KMS)
 DM8091'AT BASS LAKE, 90.0 FT (27.4 M) NORTH AND 95.0 FT (29.0 M) WEST OF THE
 DM8091'JUNCTION OF COUNTY ROAD 29 AND COUNTY ROAD 127, 95.0 FT (29.0 M) WEST
 DM8091'OF COUNTY ROAD 29, 90.0 FT (27.4 M) NORTH OF COUNTY ROAD 127, 13.0 FT
 DM8091'(4.0 M) NORTHEAST OF A WITNESS SIGN.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DP6444 ***********************************************************************
 DP6444  DESIGNATION -  14 DRL
 DP6444  PID         -  DP6444
 DP6444  STATE/COUNTY-  MN/DOUGLAS
 DP6444  COUNTRY     -  US
 DP6444  USGS QUAD   -  KENSINGTON (2019)
 DP6444
 DP6444                         *CURRENT SURVEY CONTROL
 DP6444  ______________________________________________________________________
 DP6444* NAD 83(2011) POSITION- 45 50 25.55221(N) 095 38 39.70531(W)   ADJUSTED
 DP6444* NAD 83(2011) ELLIP HT-   401.914 (meters)        (02/26/15)   ADJUSTED
 DP6444* NAD 83(2011) EPOCH   -  2010.00
 DP6444* NAVD 88 ORTHO HEIGHT -   428.0   (meters)     1404.    (feet) GPS OBS
 DP6444  ______________________________________________________________________
 DP6444  NAVD 88 orthometric height was determined with geoid model    GEOID12A
 DP6444  GEOID HEIGHT    -        -26.078 (meters)                     GEOID12A
 DP6444  GEOID HEIGHT    -        -26.077 (meters)                     GEOID18
 DP6444  NAD 83(2011) X  -   -437,804.754 (meters)                     COMP
 DP6444  NAD 83(2011) Y  - -4,429,759.044 (meters)                     COMP
 DP6444  NAD 83(2011) Z  -  4,553,197.638 (meters)                     COMP
 DP6444  LAPLACE CORR    -          1.05  (seconds)                    DEFLEC18
 DP6444
 DP6444  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DP6444  Standards:
 DP6444         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DP6444            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DP6444  -------------------------------------------------------------------
 DP6444  NETWORK    0.56   0.53           0.25   0.20   0.27      0.02338665
 DP6444  -------------------------------------------------------------------
 DP6444  Click here for local accuracies and other accuracy information.
 DP6444
 DP6444.The horizontal coordinates were established by GPS observations
 DP6444.and adjusted by the MN DEPT OF TRANSP in February 2015.
 DP6444
 DP6444.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DP6444.been affixed to the stable North American tectonic plate. See 
 DP6444.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DP6444
 DP6444.The horizontal coordinates are valid at the epoch date displayed above
 DP6444.which is a decimal equivalence of Year/Month/Day.
 DP6444
 DP6444.The orthometric height was determined by GPS observations and a
 DP6444.high-resolution geoid model.
 DP6444
 DP6444.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP6444.GEOID18 height accuracy estimate available here.
 DP6444
 DP6444.Click photographs - Photos may exist for this station.
 DP6444
 DP6444.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DP6444
 DP6444.The Laplace correction was computed from DEFLEC18 derived deflections.
 DP6444
 DP6444.The ellipsoidal height was determined by GPS observations
 DP6444.and is referenced to NAD 83.
 DP6444
 DP6444. The following values were computed from the NAD 83(2011) position.
 DP6444
 DP6444;                    North         East     Units Scale Factor Converg.
 DP6444;SPC MN C     -   194,364.263   691,688.037   MT  0.99995903   -1 00 31.2
 DP6444;SPC MN C     -   637,676.75  2,269,313.17   sFT  0.99995903   -1 00 31.2
 DP6444;UTM  15      - 5,079,719.246   294,655.132   MT  1.00011842   -1 53 51.8
 DP6444
 DP6444!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DP6444!SPC MN C     -   0.99993700  x   0.99995903  =   0.99989603
 DP6444!UTM  15      -   0.99993700  x   1.00011842  =   1.00005541
 DP6444
 DP6444_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTL9465579719(NAD 83)
 DP6444
 DP6444                          SUPERSEDED SURVEY CONTROL
 DP6444
 DP6444.No superseded survey control is available for this station.
 DP6444
 DP6444_MARKER: DD = SURVEY DISK
 DP6444_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 DP6444_STAMPING: 14 DRL 1965
 DP6444_MARK LOGO: USGS
 DP6444_PROJECTION: FLUSH
 DP6444_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DP6444_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DP6444_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP6444+SATELLITE: SATELLITE OBSERVATIONS - August 23, 2011
 DP6444
 DP6444  HISTORY     - Date     Condition        Report By
 DP6444  HISTORY     - 19650401 MONUMENTED       USGS
 DP6444  HISTORY     - 20110823 GOOD             MNDT
 DP6444
 DP6444                          STATION DESCRIPTION
 DP6444
 DP6444'DESCRIBED BY MN DEPT OF TRANSP 2011 (TXM)
 DP6444'4.9 MILES NORTHEAST OF KENSINGTON, 3.2 MILES NORTH ALONG COUNTY ROAD 1
 DP6444'FROM THE JUNCTION OF TRUNK HIGHWAY 55 AND COUNTY ROAD 1 IN KENSINGTON
 DP6444'TO THE JUNCTION OF COUNTY ROAD 27 AND COUNTY ROAD 1, THEN 2.7 MILES
 DP6444'EAST ALONG COUNTY ROAD 27 TO THE JUNCTION OF COUNTY ROAD 15 AND COUNTY
 DP6444'ROAD 27, THEN 1.1 MILES NORTH ALONG COUNTY ROAD 15, 51.4 FEET EAST OF
 DP6444'COUNTY ROAD 15, 38.2 FEET SOUTH OF FIELD ENTRANCE, 1.9 FEET SOUTH OF
 DP6444'POWER POLE, 1.0 FOOT WEST OF WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DJ2676 ***********************************************************************
 DJ2676  DESIGNATION -  14 DWB
 DJ2676  PID         -  DJ2676
 DJ2676  STATE/COUNTY-  MN/YELLOW MEDICINE
 DJ2676  COUNTRY     -  US
 DJ2676  USGS QUAD   -  CANBY (2019)
 DJ2676
 DJ2676                         *CURRENT SURVEY CONTROL
 DJ2676  ______________________________________________________________________
 DJ2676* NAD 83(2011) POSITION- 44 44 49.18710(N) 096 18 17.72154(W)   ADJUSTED
 DJ2676* NAD 83(2011) ELLIP HT-   345.409 (meters)        (06/27/12)   ADJUSTED
 DJ2676* NAD 83(2011) EPOCH   -  2010.00
 DJ2676* NAVD 88 ORTHO HEIGHT -   371.3   (meters)     1218.    (feet) GPS OBS
 DJ2676  ______________________________________________________________________
 DJ2676  NAVD 88 orthometric height was determined with geoid model    GEOID03
 DJ2676  GEOID HEIGHT    -        -25.811 (meters)                     GEOID03
 DJ2676  GEOID HEIGHT    -        -25.868 (meters)                     GEOID18
 DJ2676  NAD 83(2011) X  -   -498,325.961 (meters)                     COMP
 DJ2676  NAD 83(2011) Y  - -4,510,227.322 (meters)                     COMP
 DJ2676  NAD 83(2011) Z  -  4,467,666.645 (meters)                     COMP
 DJ2676  LAPLACE CORR    -         -4.98  (seconds)                    DEFLEC18
 DJ2676
 DJ2676  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DJ2676  Standards:
 DJ2676         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DJ2676            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DJ2676  -------------------------------------------------------------------
 DJ2676  NETWORK    0.31   0.55           0.14   0.11   0.28     -0.03824419
 DJ2676  -------------------------------------------------------------------
 DJ2676  Click here for local accuracies and other accuracy information.
 DJ2676
 DJ2676.The horizontal coordinates were established by GPS observations
 DJ2676.and adjusted by the National Geodetic Survey in June 2012.
 DJ2676
 DJ2676.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DJ2676.been affixed to the stable North American tectonic plate. See 
 DJ2676.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DJ2676
 DJ2676.The horizontal coordinates are valid at the epoch date displayed above
 DJ2676.which is a decimal equivalence of Year/Month/Day.
 DJ2676
 DJ2676.The orthometric height was determined by GPS observations and a
 DJ2676.high-resolution geoid model.
 DJ2676
 DJ2676.Significant digits in the geoid height do not necessarily reflect accuracy.
 DJ2676.GEOID18 height accuracy estimate available here.
 DJ2676
 DJ2676.Click photographs - Photos may exist for this station.
 DJ2676
 DJ2676.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DJ2676
 DJ2676.The Laplace correction was computed from DEFLEC18 derived deflections.
 DJ2676
 DJ2676.The ellipsoidal height was determined by GPS observations
 DJ2676.and is referenced to NAD 83.
 DJ2676
 DJ2676. The following values were computed from the NAD 83(2011) position.
 DJ2676
 DJ2676;                    North         East     Units Scale Factor Converg.
 DJ2676;SPC MN S     -   296,685.370   617,502.870   MT  0.99993120   -1 36 56.1
 DJ2676;SPC MN S     -   973,375.25  2,025,924.00   sFT  0.99993120   -1 36 56.1
 DJ2676;UTM  14      - 4,958,379.200   713,346.849   MT  1.00015975   +1 53 52.8
 DJ2676
 DJ2676!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DJ2676!SPC MN S     -   0.99994585  x   0.99993120  =   0.99987705
 DJ2676!UTM  14      -   0.99994585  x   1.00015975  =   1.00010559
 DJ2676
 DJ2676_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQQ1334658379(NAD 83)
 DJ2676
 DJ2676                          SUPERSEDED SURVEY CONTROL
 DJ2676
 DJ2676  NAD 83(2007)-  44 44 49.18696(N)    096 18 17.72230(W) AD(2002.00) 1
 DJ2676  ELLIP H (04/29/11)  345.470  (m)                       GP(2002.00) 4 1
 DJ2676  NAD 83(1996)-  44 44 49.18659(N)    096 18 17.72185(W) AD(       ) 1
 DJ2676  ELLIP H (07/10/07)  345.480  (m)                       GP(       ) 4 1
 DJ2676
 DJ2676.Superseded values are not recommended for survey control.
 DJ2676
 DJ2676.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ2676.See file dsdata.pdf to determine how the superseded data were derived.
 DJ2676
 DJ2676_MARKER: DD = SURVEY DISK
 DJ2676_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 DJ2676_STAMPING: 14 DWB 1965 1217
 DJ2676_MARK LOGO: USGS
 DJ2676_PROJECTION: PROJECTING 41 CENTIMETERS
 DJ2676_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DJ2676_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DJ2676_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DJ2676+SATELLITE: SATELLITE OBSERVATIONS - October 06, 2006
 DJ2676
 DJ2676  HISTORY     - Date     Condition        Report By
 DJ2676  HISTORY     - 1965     MONUMENTED       USGS
 DJ2676  HISTORY     - 20061006 GOOD             MNDT
 DJ2676
 DJ2676                          STATION DESCRIPTION
 DJ2676
 DJ2676'DESCRIBED BY MN DEPT OF TRANSP 2006 (MPP)
 DJ2676'2.5 MILES NORTH AND 1 MILE WEST OF CANBY, 2.6 MILES NORTHEAST AND
 DJ2676'NORTH ALONG COUNTRY ROAD 13 (POPLAR AVENUE NORTH) FROM JUNCTION OF
 DJ2676'COUNTY ROAD 13 AND TRUNK HIGHWAY 68 IN CANBY THEN 1.35 MILES WEST ON
 DJ2676'240TH AVENUE, 0.3 MILE WEST OF CROSSROAD, ON TOP OF DITCH AT SLIGHT
 DJ2676'CREST IN ROAD, 30 FEET SOUTH OF ROAD.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DL2324 ***********************************************************************
 DL2324  DESIGNATION -  14 HEH
 DL2324  PID         -  DL2324
 DL2324  STATE/COUNTY-  MN/ROSEAU
 DL2324  COUNTRY     -  US
 DL2324  USGS QUAD   -  BADGER NW (2019)
 DL2324
 DL2324                         *CURRENT SURVEY CONTROL
 DL2324  ______________________________________________________________________
 DL2324* NAD 83(2011) POSITION- 48 52 41.05233(N) 096 09 48.40378(W)   ADJUSTED
 DL2324* NAD 83(2011) ELLIP HT-   287.047 (meters)        (06/27/12)   ADJUSTED
 DL2324* NAD 83(2011) EPOCH   -  2010.00
 DL2324* NAVD 88 ORTHO HEIGHT -   314.7   (meters)     1032.    (feet) GPS OBS
 DL2324  ______________________________________________________________________
 DL2324  NAVD 88 orthometric height was determined with geoid model    GEOID03
 DL2324  GEOID HEIGHT    -        -27.557 (meters)                     GEOID03
 DL2324  GEOID HEIGHT    -        -27.621 (meters)                     GEOID18
 DL2324  NAD 83(2011) X  -   -451,239.048 (meters)                     COMP
 DL2324  NAD 83(2011) Y  - -4,178,553.974 (meters)                     COMP
 DL2324  NAD 83(2011) Z  -  4,781,868.171 (meters)                     COMP
 DL2324  LAPLACE CORR    -         -2.26  (seconds)                    DEFLEC18
 DL2324
 DL2324  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DL2324  Standards:
 DL2324         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DL2324            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DL2324  -------------------------------------------------------------------
 DL2324  NETWORK    0.47   0.41           0.22   0.15   0.21      0.17449459
 DL2324  -------------------------------------------------------------------
 DL2324  Click here for local accuracies and other accuracy information.
 DL2324
 DL2324.The horizontal coordinates were established by GPS observations
 DL2324.and adjusted by the National Geodetic Survey in June 2012.
 DL2324
 DL2324.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DL2324.been affixed to the stable North American tectonic plate. See 
 DL2324.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DL2324
 DL2324.The horizontal coordinates are valid at the epoch date displayed above
 DL2324.which is a decimal equivalence of Year/Month/Day.
 DL2324
 DL2324.The orthometric height was determined by GPS observations and a
 DL2324.high-resolution geoid model.
 DL2324
 DL2324.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL2324.GEOID18 height accuracy estimate available here.
 DL2324
 DL2324.Click photographs - Photos may exist for this station.
 DL2324
 DL2324.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DL2324
 DL2324.The Laplace correction was computed from DEFLEC18 derived deflections.
 DL2324
 DL2324.The ellipsoidal height was determined by GPS observations
 DL2324.and is referenced to NAD 83.
 DL2324
 DL2324. The following values were computed from the NAD 83(2011) position.
 DL2324
 DL2324;                    North         East     Units Scale Factor Converg.
 DL2324;SPC MN N     -   368,850.338   575,338.851   MT  1.00006904   -2 16 14.5
 DL2324;SPC MN N     - 1,210,136.48  1,887,590.88   sFT  1.00006904   -2 16 14.5
 DL2324;UTM  14      - 5,417,781.045   707,967.331   MT  1.00013137   +2 08 15.3
 DL2324
 DL2324!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DL2324!SPC MN N     -   0.99995502  x   1.00006904  =   1.00002405
 DL2324!UTM  14      -   0.99995502  x   1.00013137  =   1.00008638
 DL2324
 DL2324_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UQV0796717781(NAD 83)
 DL2324
 DL2324                          SUPERSEDED SURVEY CONTROL
 DL2324
 DL2324  NAD 83(2007)-  48 52 41.05232(N)    096 09 48.40467(W) AD(2002.00) 1
 DL2324  ELLIP H (04/01/09)  287.083  (m)                       GP(2002.00) 4 1
 DL2324
 DL2324.Superseded values are not recommended for survey control.
 DL2324
 DL2324.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL2324.See file dsdata.pdf to determine how the superseded data were derived.
 DL2324
 DL2324_MARKER: DD = SURVEY DISK
 DL2324_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL2324_STAMPING: 14 HEH 1966 1031
 DL2324_MARK LOGO: USGS
 DL2324_PROJECTION: PROJECTING 10 CENTIMETERS
 DL2324_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DL2324_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DL2324+STABILITY: SURFACE MOTION
 DL2324_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL2324+SATELLITE: SATELLITE OBSERVATIONS - June 24, 2020
 DL2324
 DL2324  HISTORY     - Date     Condition        Report By
 DL2324  HISTORY     - 1966     MONUMENTED       USGS
 DL2324  HISTORY     - 20091001 GOOD             MNDT
 DL2324  HISTORY     - 20200624 GOOD             MNDT
 DL2324
 DL2324                          STATION DESCRIPTION
 DL2324
 DL2324'DESCRIBED BY MN DEPT OF TRANSP 2009 (DKH)
 DL2324'THE MARK WAS RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.
 DL2324'THE MARK IS 12.0 MILES NORTH AND 1.0 MILE EAST OF GREENBUSH, 3.1 MILES
 DL2324'NORTH ALONG TRUNK HIGHWAY 89 FROM THE JUNCTION OF TRUNK HIGHWAY 11 AND
 DL2324'TRUNK HIGHWAY 89 (6 MILES WEST OF ROSEAU) TO TRUNK HIGHWAY 89
 DL2324'MILEPOINT 134.5, THENCE 11.3 MILES WEST ON 330TH STREET, 40 FEET SOUTH
 DL2324'OF 330TH STREET, 40 FEET WEST OF 210TH AVENUE, 11.5 FEET NORTH OF
 DL2324'POWER-POLE, 2.0 FEET EAST OF WITNESS POST.
 DL2324
 DL2324                          STATION RECOVERY (2020)
 DL2324
 DL2324'RECOVERY NOTE BY MN DEPT OF TRANSP 2020 (KMS)
 DL2324'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DN2573 ***********************************************************************
 DN2573  DESIGNATION -  14 KED
 DN2573  PID         -  DN2573
 DN2573  STATE/COUNTY-  MN/STEARNS
 DN2573  COUNTRY     -  US
 DN2573  USGS QUAD   -  BELGRADE (2019)
 DN2573
 DN2573                         *CURRENT SURVEY CONTROL
 DN2573  ______________________________________________________________________
 DN2573* NAD 83(1986) POSITION- 45 25 36.46   (N) 095 00 30.44   (W)   HD_HELD1
 DN2573* NAVD 88 ORTHO HEIGHT -   385.958 (meters)     1266.26  (feet) ADJUSTED
 DN2573  ______________________________________________________________________
 DN2573  GEOID HEIGHT    -        -26.633 (meters)                     GEOID18
 DN2573  DYNAMIC HEIGHT  -        385.935 (meters)     1266.19  (feet) COMP
 DN2573  MODELED GRAVITY -    980,546.6   (mgal)                       NAVD 88
 DN2573
 DN2573  VERT ORDER      -  SECOND    CLASS I
 DN2573
 DN2573.The horizontal coordinates were determined by differentially corrected
 DN2573.hand held GPS observations or other comparable positioning techniques
 DN2573.and have an estimated accuracy of +/- 3 meters.
 DN2573
 DN2573.The orthometric height was determined by differential leveling and
 DN2573.adjusted by the NATIONAL GEODETIC SURVEY
 DN2573.in December 2013.
 DN2573
 DN2573.Significant digits in the geoid height do not necessarily reflect accuracy.
 DN2573.GEOID18 height accuracy estimate available here.
 DN2573
 DN2573.Click photographs - Photos may exist for this station.
 DN2573
 DN2573.The dynamic height is computed by dividing the NAVD 88
 DN2573.geopotential number by the normal gravity value computed on the
 DN2573.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN2573.degrees latitude (g = 980.6199 gals.).
 DN2573
 DN2573.The modeled gravity was interpolated from observed gravity values.
 DN2573
 DN2573;                    North         East    Units  Estimated Accuracy
 DN2573;SPC MN C     -   147,721.8     740,642.0     MT  (+/- 3 meters HH1 GPS) 
 DN2573
 DN2573_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUL4288332325(NAD 83)
 DN2573
 DN2573                          SUPERSEDED SURVEY CONTROL
 DN2573
 DN2573.No superseded survey control is available for this station.
 DN2573
 DN2573_MARKER: DD = SURVEY DISK
 DN2573_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DN2573_STAMPING: 14 KED 1965
 DN2573_MARK LOGO: USGS
 DN2573_PROJECTION: PROJECTING 5 CENTIMETERS
 DN2573_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DN2573_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DN2573+STABILITY: SURFACE MOTION
 DN2573_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DN2573+SATELLITE: SATELLITE OBSERVATIONS - July 30, 2020
 DN2573
 DN2573  HISTORY     - Date     Condition        Report By
 DN2573  HISTORY     - 19650401 MONUMENTED       USGS
 DN2573  HISTORY     - 20080922 GOOD             MNDT
 DN2573  HISTORY     - 20200730 GOOD             MNDT
 DN2573
 DN2573                          STATION DESCRIPTION
 DN2573
 DN2573'DESCRIBED BY MN DEPT OF TRANSP 2008 (MPP)
 DN2573'THE MARK IS 1.8 MI (2.9 KM) SOUTH OF BELGRADE.
 DN2573'
 DN2573'TO REACH THE MARK GO 1.85 MI (3.0 KM) SOUTH ALONG TRUNK HIGHWAY 71
 DN2573'FROM THE JUNCTION OF TRUNK HIGHWAY 71 AND TRUNK HIGHWAY 55 IN
 DN2573'BELGRADE, AT TRUNK HIGHWAY 71 MILEPOST 145.301.
 DN2573'
 DN2573'IT IS 70.5 FT (21.5 M) EAST OF TRUNK HIGHWAY 71, 72 FT (21.9 M) NORTH
 DN2573'OF 210TH STREET, 0.5 FT (0.2 M) WEST OF A WITNESS POST.
 DN2573
 DN2573                          STATION RECOVERY (2020)
 DN2573
 DN2573'RECOVERY NOTE BY MN DEPT OF TRANSP 2020 (KDJ)
 DN2573'1.8 MI (2.9 KM) SOUTH OF BELGRADE, 1.85 MI (2.98 KM) SOUTH ALONG TRUNK
 DN2573'HIGHWAY 71 FROM THE JUNCTION OF TRUNK HIGHWAY 71 AND TRUNK HIGHWAY 55
 DN2573'IN BELGRADE, AT TRUNK HIGHWAY 71 MILEPOST 145.301, 70.5 FT (21.5 M)
 DN2573'EAST OF TRUNK HIGHWAY 71, 72.0 FT (21.9 M) NORTH OF 210TH STREET, 0.5
 DN2573'FT (15 CM) WEST OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DO8551 ***********************************************************************
 DO8551  HT_MOD      -  This is a Height Modernization Survey Station.
 DO8551  DESIGNATION -  14 KEE
 DO8551  PID         -  DO8551
 DO8551  STATE/COUNTY-  MN/RED LAKE
 DO8551  COUNTRY     -  US
 DO8551  USGS QUAD   -  PLUMMER (2019)
 DO8551
 DO8551                         *CURRENT SURVEY CONTROL
 DO8551  ______________________________________________________________________
 DO8551* NAD 83(2011) POSITION- 47 57 49.89494(N) 096 00 39.42360(W)   ADJUSTED
 DO8551* NAD 83(2011) ELLIP HT-   316.726 (meters)        (07/09/13)   ADJUSTED
 DO8551* NAD 83(2011) EPOCH   -  2010.00
 DO8551* NAVD 88 ORTHO HEIGHT -   343.95  (meters)     1128.4   (feet) GPS OBS
 DO8551  ______________________________________________________________________
 DO8551  NAVD 88 orthometric height was determined with geoid model    GEOID12A
 DO8551  GEOID HEIGHT    -        -27.199 (meters)                     GEOID12A
 DO8551  GEOID HEIGHT    -        -27.227 (meters)                     GEOID18
 DO8551  NAD 83(2011) X  -   -448,081.788 (meters)                     COMP
 DO8551  NAD 83(2011) Y  - -4,255,389.406 (meters)                     COMP
 DO8551  NAD 83(2011) Z  -  4,714,421.768 (meters)                     COMP
 DO8551  LAPLACE CORR    -         -1.53  (seconds)                    DEFLEC18
 DO8551
 DO8551  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DO8551  Standards:
 DO8551         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DO8551            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DO8551  -------------------------------------------------------------------
 DO8551  NETWORK    0.71   1.25           0.33   0.23   0.64      0.09731500
 DO8551  -------------------------------------------------------------------
 DO8551  Click here for local accuracies and other accuracy information.
 DO8551
 DO8551.The horizontal coordinates were established by GPS observations
 DO8551.and adjusted by the MN DEPT OF TRANSP in July 2013.
 DO8551
 DO8551.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DO8551.been affixed to the stable North American tectonic plate. See 
 DO8551.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DO8551
 DO8551.The horizontal coordinates are valid at the epoch date displayed above
 DO8551.which is a decimal equivalence of Year/Month/Day.
 DO8551
 DO8551.The orthometric height was determined by GPS observations and a
 DO8551.high-resolution geoid model using precise GPS observation and
 DO8551.processing techniques.
 DO8551
 DO8551.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO8551.GEOID18 height accuracy estimate available here.
 DO8551
 DO8551.Click photographs - Photos may exist for this station.
 DO8551
 DO8551.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DO8551
 DO8551.The Laplace correction was computed from DEFLEC18 derived deflections.
 DO8551
 DO8551.The ellipsoidal height was determined by GPS observations
 DO8551.and is referenced to NAD 83.
 DO8551
 DO8551. The following values were computed from the NAD 83(2011) position.
 DO8551
 DO8551;                    North         East     Units Scale Factor Converg.
 DO8551;SPC MN N     -   266,834.881   582,689.528   MT  0.99990532   -2 09 27.6
 DO8551;SPC MN N     -   875,440.77  1,911,707.23   sFT  0.99990532   -2 09 27.6
 DO8551;UTM  14      - 5,316,607.770   723,114.940   MT  1.00021173   +2 13 15.4
 DO8551;UTM  15      - 5,316,671.400   275,250.359   MT  1.00022073   -2 14 14.0
 DO8551
 DO8551!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DO8551!SPC MN N     -   0.99995036  x   0.99990532  =   0.99985569
 DO8551!UTM  14      -   0.99995036  x   1.00021173  =   1.00016208
 DO8551!UTM  15      -   0.99995036  x   1.00022073  =   1.00017108
 DO8551
 DO8551_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQU2311416607(NAD 83)
 DO8551
 DO8551                          SUPERSEDED SURVEY CONTROL
 DO8551
 DO8551.No superseded survey control is available for this station.
 DO8551
 DO8551_MARKER: DD = SURVEY DISK
 DO8551_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DO8551_STAMPING: 14 KEE 1963
 DO8551_MARK LOGO: USGS
 DO8551_PROJECTION: FLUSH
 DO8551_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DO8551_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DO8551+STABILITY: SURFACE MOTION
 DO8551_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DO8551+SATELLITE: SATELLITE OBSERVATIONS - October 20, 2021
 DO8551
 DO8551  HISTORY     - Date     Condition        Report By
 DO8551  HISTORY     - 19630401 MONUMENTED       USGS
 DO8551  HISTORY     - 20120920 GOOD             MNDT
 DO8551  HISTORY     - 20211020 GOOD             MNDT
 DO8551
 DO8551                          STATION DESCRIPTION
 DO8551
 DO8551'DESCRIBED BY MN DEPT OF TRANSP 2012 (WAS)
 DO8551'3.95 MILES NORTHEAST OF PLUMMER, 4.2 MILES NORTH ALONG TRUNK HIGHWAY
 DO8551'59 FROM JUNCTION OF TRUNK HIGHWAY 59 AND COUNTY ROAD 1 IN PLUMMER, TO
 DO8551'TRUNK HIGHWAY 59 MILEPOINT 345.1, THEN 2.0 MILES EAST ALONG 40TH
 DO8551'STREET SOUTHEAST/ COUNTY ROAD 52 (COUNTY LINE ROAD), 41.0 FEET SOUTH
 DO8551'OF COUNTY ROAD 125/ 40TH STREET SOUTHEAST, 68.0 FEET WEST OF 220TH
 DO8551'AVENUE SOUTHEAST, 85.1 FEET SOUTH-SOUTHWEST OF POWER POLE WITH GUY
 DO8551'WIRE, 1.8 FEET EAST OF WITNESS POST.
 DO8551
 DO8551                          STATION RECOVERY (2021)
 DO8551
 DO8551'RECOVERY NOTE BY MN DEPT OF TRANSP 2021 (DAS)
 DO8551'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DP6782 ***********************************************************************
 DP6782  DESIGNATION -  14 LMT
 DP6782  PID         -  DP6782
 DP6782  STATE/COUNTY-  MN/FILLMORE
 DP6782  COUNTRY     -  US
 DP6782  USGS QUAD   -  CHERRY GROVE (2019)
 DP6782
 DP6782                         *CURRENT SURVEY CONTROL
 DP6782  ______________________________________________________________________
 DP6782* NAD 83(1986) POSITION- 43 35 14.64   (N) 092 22 09.28   (W)   HD_HELD1
 DP6782* NAVD 88 ORTHO HEIGHT -   399.664 (meters)     1311.23  (feet) ADJUSTED
 DP6782  ______________________________________________________________________
 DP6782  GEOID HEIGHT    -        -30.188 (meters)                     GEOID18
 DP6782  DYNAMIC HEIGHT  -        399.562 (meters)     1310.90  (feet) COMP
 DP6782  MODELED GRAVITY -    980,353.6   (mgal)                       NAVD 88
 DP6782
 DP6782  VERT ORDER      -  SECOND    CLASS I
 DP6782
 DP6782.The horizontal coordinates were determined by differentially corrected
 DP6782.hand held GPS observations or other comparable positioning techniques
 DP6782.and have an estimated accuracy of +/- 3 meters.
 DP6782
 DP6782.The orthometric height was determined by differential leveling and
 DP6782.adjusted by the NATIONAL GEODETIC SURVEY
 DP6782.in June 2015.
 DP6782
 DP6782.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP6782.GEOID18 height accuracy estimate available here.
 DP6782
 DP6782.Click photographs - Photos may exist for this station.
 DP6782
 DP6782.The dynamic height is computed by dividing the NAVD 88
 DP6782.geopotential number by the normal gravity value computed on the
 DP6782.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP6782.degrees latitude (g = 980.6199 gals.).
 DP6782
 DP6782.The modeled gravity was interpolated from observed gravity values.
 DP6782
 DP6782;                    North         East    Units  Estimated Accuracy
 DP6782;SPC MN S     -   166,582.5     931,697.3     MT  (+/- 3 meters HH1 GPS) 
 DP6782
 DP6782_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWJ5091926241(NAD 83)
 DP6782
 DP6782                          SUPERSEDED SURVEY CONTROL
 DP6782
 DP6782.No superseded survey control is available for this station.
 DP6782
 DP6782_MARKER: DB = BENCH MARK DISK
 DP6782_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DP6782_STAMPING: 1311 14 LMT 1963
 DP6782_MARK LOGO: USGS
 DP6782_PROJECTION: PROJECTING 8 CENTIMETERS
 DP6782_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 DP6782_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DP6782+STABILITY: SURFACE MOTION
 DP6782_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP6782+SATELLITE: SATELLITE OBSERVATIONS - July 23, 2024
 DP6782
 DP6782  HISTORY     - Date     Condition        Report By
 DP6782  HISTORY     - 19630401 MONUMENTED       USGS
 DP6782  HISTORY     - 20130416 GOOD             MNDT
 DP6782  HISTORY     - 20240723 GOOD             MNDT
 DP6782
 DP6782                          STATION DESCRIPTION
 DP6782
 DP6782'DESCRIBED BY MN DEPT OF TRANSP 2013 (KMS)
 DP6782'THE STATION IS LOCATED ABOUT 6.9 MI (11.1 KM) SOUTH OF SPRING VALLEY,
 DP6782'4.0 MI (6.4 KM) WEST OF CHERRY GROVE AND 3.4 MI (5.5 KM)
 DP6782'EAST-SOUTHEAST OF OSTRANDER.
 DP6782'
 DP6782'7.1 MILES SOUTH ALONG TRUNK HIGHWAY 63 FROM THE JUNCTION OF TRUNK
 DP6782'HIGHWAY 63 AND TRUNK HIGHWAY 16 INCH (41 CM) SPRING VALLEY TO TRUNK
 DP6782'HIGHWAY MILE POINT 6.4, THEN 1.0 MI (1.6 KM) EAST ON 160TH STREET.
 DP6782'
 DP6782'IT IS 58.0 FT (17.7 M) SOUTH OF 160TH STREET, 32.0 FT (9.8 M) EAST OF
 DP6782'141ST AVENUE, 2.4 FT (0.7 M) SOUTH OF POWER POLE, 1.3 FT (0.4 M) WEST
 DP6782'OF A WITNESS POST.
 DP6782
 DP6782                          STATION RECOVERY (2024)
 DP6782
 DP6782'RECOVERY NOTE BY MN DEPT OF TRANSP 2024 (RMJ)
 DP6782'7.1 MI (11.4 KM) SOUTHEAST OF SPRING VALLEY, 7.1 MI (11.4 KM) SOUTH
 DP6782'ALONG TRUNK HIGHWAY 63 FROM THE JUNCTION OF TRUNK HIGHWAY 63 AND TRUNK
 DP6782'HIGHWAY 16 IN SPRING VALLEY, TO TRUNK HIGHWAY MILE POINT 6.4, THEN 1.0
 DP6782'MI (1.6 KM) EAST ON 160TH STREET, 58.0 FT (17.7 M) SOUTH OF 160TH
 DP6782'STREET, 32.0 FT (9.8 M) EAST OF 141ST AVENUE, 21.2 FT (6.5 M) SOUTH OF
 DP6782'A POWER POLE, 1.3 FT (0.4 M) WEST OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DL6810 ***********************************************************************
 DL6810  DESIGNATION -  14 T
 DL6810  PID         -  DL6810
 DL6810  STATE/COUNTY-  MN/LINCOLN
 DL6810  COUNTRY     -  US
 DL6810  USGS QUAD   -  ARCO (2019)
 DL6810
 DL6810                         *CURRENT SURVEY CONTROL
 DL6810  ______________________________________________________________________
 DL6810* NAD 83(2011) POSITION- 44 27 07.78088(N) 096 14 30.96265(W)   NO CHECK
 DL6810* NAD 83(2011) ELLIP HT-   497.161 (meters)        (11/28/14)   NO CHECK
 DL6810* NAD 83(2011) EPOCH   -  2010.00
 DL6810* NAVD 88 ORTHO HEIGHT -   523.310 (meters)     1716.89  (feet) ADJUSTED
 DL6810  ______________________________________________________________________
 DL6810  GEOID HEIGHT    -        -26.158 (meters)                     GEOID18
 DL6810  NAD 83(2011) X  -   -495,880.441 (meters)                     COMP
 DL6810  NAD 83(2011) Y  - -4,533,749.591 (meters)                     COMP
 DL6810  NAD 83(2011) Z  -  4,444,443.232 (meters)                     COMP
 DL6810  LAPLACE CORR    -         -5.57  (seconds)                    DEFLEC18
 DL6810  DYNAMIC HEIGHT  -        523.210 (meters)     1716.56  (feet) COMP
 DL6810  MODELED GRAVITY -    980,410.3   (mgal)                       NAVD 88
 DL6810
 DL6810  VERT ORDER      -  SECOND    CLASS I
 DL6810
 DL6810  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DL6810  Standards:
 DL6810         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DL6810            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DL6810  -------------------------------------------------------------------
 DL6810  NETWORK    0.56   1.59           0.23   0.23   0.81      0.10163843
 DL6810  -------------------------------------------------------------------
 DL6810  Click here for local accuracies and other accuracy information.
 DL6810
 DL6810.The horizontal coordinates were established by GPS observations
 DL6810.and adjusted by the MN DEPT OF TRANSP in November 2014.
 DL6810
 DL6810.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DL6810.been affixed to the stable North American tectonic plate. See 
 DL6810.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DL6810
 DL6810.The horizontal coordinates are valid at the epoch date displayed above
 DL6810.which is a decimal equivalence of Year/Month/Day.
 DL6810
 DL6810.No horizontal observational check was made to the station.
 DL6810
 DL6810.The orthometric height was determined by differential leveling and
 DL6810.adjusted by the NATIONAL GEODETIC SURVEY
 DL6810.in February 2011.
 DL6810
 DL6810.No vertical observational check was made to the station.
 DL6810
 DL6810.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL6810.GEOID18 height accuracy estimate available here.
 DL6810
 DL6810.Click photographs - Photos may exist for this station.
 DL6810
 DL6810.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DL6810
 DL6810.The Laplace correction was computed from DEFLEC18 derived deflections.
 DL6810
 DL6810.The ellipsoidal height was determined by GPS observations
 DL6810.and is referenced to NAD 83.
 DL6810
 DL6810.The dynamic height is computed by dividing the NAVD 88
 DL6810.geopotential number by the normal gravity value computed on the
 DL6810.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL6810.degrees latitude (g = 980.6199 gals.).
 DL6810
 DL6810.The modeled gravity was interpolated from observed gravity values.
 DL6810
 DL6810. The following values were computed from the NAD 83(2011) position.
 DL6810
 DL6810;                    North         East     Units Scale Factor Converg.
 DL6810;SPC MN S     -   263,798.218   621,590.449   MT  0.99992241   -1 34 17.2
 DL6810;SPC MN S     -   865,477.99  2,039,334.66   sFT  0.99992241   -1 34 17.2
 DL6810;UTM  14      - 4,925,795.665   719,440.985   MT  1.00019223   +1 55 56.2
 DL6810
 DL6810!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DL6810!SPC MN S     -   0.99992205  x   0.99992241  =   0.99984447
 DL6810!UTM  14      -   0.99992205  x   1.00019223  =   1.00011427
 DL6810
 DL6810_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQQ1944025795(NAD 83)
 DL6810
 DL6810                          SUPERSEDED SURVEY CONTROL
 DL6810
 DL6810.No superseded survey control is available for this station.
 DL6810
 DL6810_MARKER: DB = BENCH MARK DISK
 DL6810_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL6810_STAMPING: 14 T 1960 1716
 DL6810_MARK LOGO: USGS
 DL6810_PROJECTION: PROJECTING 3 CENTIMETERS
 DL6810_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 DL6810_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DL6810+STABILITY: SURFACE MOTION
 DL6810_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL6810+SATELLITE: SATELLITE OBSERVATIONS - May 18, 2011
 DL6810
 DL6810  HISTORY     - Date     Condition        Report By
 DL6810  HISTORY     - 1960     MONUMENTED       USGS
 DL6810  HISTORY     - 20061011 GOOD             MNDT
 DL6810  HISTORY     - 20110518 GOOD             MNDT
 DL6810
 DL6810                          STATION DESCRIPTION
 DL6810
 DL6810'DESCRIBED BY MN DEPT OF TRANSP 2006 (MPP)
 DL6810'THE MARK IS 1.0 MILE (1.6 KM) SOUTH-SOUTHEAST OF IVANHOE, 49 FEET
 DL6810'(14.9 M) WEST OF COUNTY ROAD 5, 3 FEET (0.9 M) EAST OF NORTH-SOUTH
 DL6810'FENCE, 18 FEET (5.5 M) NORTH-NORTHEAST OF NORTHEAST CORNER OF CABLE
 DL6810'BOX, 1.1 FEET (0.3 M) EAST OF WITNESS POST.
 DL6810
 DL6810                          STATION RECOVERY (2011)
 DL6810
 DL6810'RECOVERY NOTE BY MN DEPT OF TRANSP 2011 (BXJ)
 DL6810'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 SJ2189 ***********************************************************************
 SJ2189  DESIGNATION -  14 WR
 SJ2189  PID         -  SJ2189
 SJ2189  STATE/COUNTY-  MN/ST LOUIS
 SJ2189  COUNTRY     -  US
 SJ2189  USGS QUAD   -  CASCO (2019)
 SJ2189
 SJ2189                         *CURRENT SURVEY CONTROL
 SJ2189  ______________________________________________________________________
 SJ2189* NAD 83(1996) POSITION- 47 22 19.60732(N) 092 38 56.61121(W)   ADJUSTED
 SJ2189* NAVD 88 ORTHO HEIGHT -   408.42  (+/-2cm)     1340.0   (feet) VERTCON3
 SJ2189  ______________________________________________________________________
 SJ2189  GEOID HEIGHT    -        -29.943 (meters)                     GEOID18
 SJ2189  LAPLACE CORR    -          1.09  (seconds)                    DEFLEC18
 SJ2189  HORZ ORDER      -  SECOND
 SJ2189  VERT ORDER      -  THIRD ? (See Below)
 SJ2189
 SJ2189.The horizontal coordinates were established by classical geodetic methods
 SJ2189.and adjusted by the National Geodetic Survey in March 1999.
 SJ2189
 SJ2189.The NAVD 88 height was computed by applying the VERTCON shift value to
 SJ2189.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SJ2189
 SJ2189.Significant digits in the geoid height do not necessarily reflect accuracy.
 SJ2189.GEOID18 height accuracy estimate available here.
 SJ2189
 SJ2189.The vertical order pertains to the NGVD 29 superseded value.
 SJ2189
 SJ2189.Click photographs - Photos may exist for this station.
 SJ2189
 SJ2189.The Laplace correction was computed from DEFLEC18 derived deflections.
 SJ2189
 SJ2189. The following values were computed from the NAD 83(1996) position.
 SJ2189
 SJ2189;                    North         East     Units Scale Factor Converg.
 SJ2189;SPC MN N     -   197,055.133   834,055.552   MT  0.99993531   +0 20 03.3
 SJ2189;SPC MN N     -   646,505.05  2,736,397.26   sFT  0.99993531   +0 20 03.3
 SJ2189;UTM  15      - 5,246,576.745   526,494.699   MT  0.99960863   +0 15 29.6
 SJ2189
 SJ2189!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SJ2189!SPC MN N     -   0.99994068  x   0.99993531  =   0.99987599
 SJ2189!UTM  15      -   0.99994068  x   0.99960863  =   0.99954933
 SJ2189
 SJ2189_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWN2649446576(NAD 83)
 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             408.19   (m)         1339.2    (f) LEVELING    3  
 SJ2189
 SJ2189.Superseded values are not recommended for survey control.
 SJ2189
 SJ2189.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SJ2189.See file dsdata.pdf to determine how the superseded data were derived.
 SJ2189
 SJ2189_MARKER: DB = BENCH MARK DISK
 SJ2189_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 SJ2189_STAMPING: 14 WR 1339 1950
 SJ2189_MARK LOGO: USGS
 SJ2189_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 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 = MARCH 21, 2026 06:05:54 EDT
 DM5505 ***********************************************************************
 DM5505  DESIGNATION -  14 WR
 DM5505  PID         -  DM5505
 DM5505  STATE/COUNTY-  MN/LAKE
 DM5505  COUNTRY     -  US
 DM5505  USGS QUAD   -  SAWBILL LANDING (2019)
 DM5505
 DM5505                         *CURRENT SURVEY CONTROL
 DM5505  ______________________________________________________________________
 DM5505* NAD 83(1986) POSITION- 47 40 39.4    (N) 091 20 11.3    (W)   HD_HELD2
 DM5505* NAVD 88 ORTHO HEIGHT -   542.176 (meters)     1778.79  (feet) ADJUSTED
 DM5505  ______________________________________________________________________
 DM5505  GEOID HEIGHT    -        -29.114 (meters)                     GEOID18
 DM5505  DYNAMIC HEIGHT  -        542.259 (meters)     1779.06  (feet) COMP
 DM5505  MODELED GRAVITY -    980,746.9   (mgal)                       NAVD 88
 DM5505
 DM5505  VERT ORDER      -  SECOND    CLASS I
 DM5505
 DM5505.The horizontal coordinates were established by autonomous hand held GPS
 DM5505.observations and have an estimated accuracy of +/- 10 meters.
 DM5505
 DM5505.The orthometric height was determined by differential leveling and
 DM5505.adjusted by the NATIONAL GEODETIC SURVEY
 DM5505.in June 2011.
 DM5505
 DM5505.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM5505.GEOID18 height accuracy estimate available here.
 DM5505
 DM5505.Click photographs - Photos may exist for this station.
 DM5505
 DM5505.The dynamic height is computed by dividing the NAVD 88
 DM5505.geopotential number by the normal gravity value computed on the
 DM5505.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM5505.degrees latitude (g = 980.6199 gals.).
 DM5505
 DM5505.The modeled gravity was interpolated from observed gravity values.
 DM5505
 DM5505;                    North         East    Units  Estimated Accuracy
 DM5505;SPC MN N     -   232,429.      932,398.      MT  (+/- 10 meters HH2 GPS)
 DM5505
 DM5505_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXN2486181809(NAD 83)
 DM5505
 DM5505                          SUPERSEDED SURVEY CONTROL
 DM5505
 DM5505.No superseded survey control is available for this station.
 DM5505
 DM5505_MARKER: DB = BENCH MARK DISK
 DM5505_SETTING: 80 = SET IN A BOULDER
 DM5505_STAMPING: 14 WR 1953
 DM5505_MARK LOGO: USGS
 DM5505_MAGNETIC: N = NO MAGNETIC MATERIAL
 DM5505_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DM5505+STABILITY: SURFACE MOTION
 DM5505_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DM5505+SATELLITE: SATELLITE OBSERVATIONS - July 26, 2007
 DM5505
 DM5505  HISTORY     - Date     Condition        Report By
 DM5505  HISTORY     - 1953     MONUMENTED       USGS
 DM5505  HISTORY     - 20070726 GOOD             MNDT
 DM5505
 DM5505                          STATION DESCRIPTION
 DM5505
 DM5505'DESCRIBED BY MN DEPT OF TRANSP 2007 (MPP)
 DM5505'THE MARK IS LOCATED ABOUT 15.5 MI (24.9 KM) NORTHWEST OF CRAMER, 10.5
 DM5505'MI (16.9 KM) WEST-NORTHWEST OF CLEAR LAKE AND 4.3 MI (6.9 KM)
 DM5505'NORTH-NORTHEAST OF ISABELLA MINNESOTA.
 DM5505'
 DM5505'TO REACH THE MARK FROM THE JUNCTION OF TRUNK HIGHWAY 1 AND FOREST ROAD
 DM5505'172 (WANLESS ROAD) AND POST OFFICE IN ISABELLA, GO 0.8 MI (1.3 KM)
 DM5505'EAST ALONG FOREST ROAD 172, THENCE 4.35 MI (7.0 KM) NORTH ON FOREST
 DM5505'ROAD 369.
 DM5505'
 DM5505'THE MARK IS FOUND 165 FT (50.3 M) NORTH AND 45 FT (13.7 M) EAST OF THE
 DM5505'EAST GRAVEL ROAD AT THE MAIN TRUCK CROSSING, 27.4 FT (8.4 M) EAST OF
 DM5505'FOREST ROAD 372 AND 2.4 FT (0.7 M) SOUTHWEST OF ITS WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 RP0048 ***********************************************************************
 RP0048  DESIGNATION -  1401 2
 RP0048  PID         -  RP0048
 RP0048  STATE/COUNTY-  MN/CLAY
 RP0048  COUNTRY     -  US
 RP0048  USGS QUAD   -  HAWLEY NW (2019)
 RP0048
 RP0048                         *CURRENT SURVEY CONTROL
 RP0048  ______________________________________________________________________
 RP0048* NAD 83(1986) POSITION- 46 52 33.60   (N) 096 28 27.36   (W)   HD_HELD1
 RP0048* NAVD 88 ORTHO HEIGHT -   298.942 (meters)      980.78  (feet) ADJUSTED
 RP0048  ______________________________________________________________________
 RP0048  GEOID HEIGHT    -        -26.745 (meters)                     GEOID18
 RP0048  DYNAMIC HEIGHT  -        298.963 (meters)      980.85  (feet) COMP
 RP0048  MODELED GRAVITY -    980,678.7   (mgal)                       NAVD 88
 RP0048
 RP0048  VERT ORDER      -  SECOND    CLASS 0
 RP0048
 RP0048.The horizontal coordinates were determined by differentially corrected
 RP0048.hand held GPS observations or other comparable positioning techniques
 RP0048.and have an estimated accuracy of +/- 3 meters.
 RP0048
 RP0048.The orthometric height was determined by differential leveling and
 RP0048.adjusted by the NATIONAL GEODETIC SURVEY
 RP0048.in June 1991.
 RP0048
 RP0048.Significant digits in the geoid height do not necessarily reflect accuracy.
 RP0048.GEOID18 height accuracy estimate available here.
 RP0048
 RP0048.Click photographs - Photos may exist for this station.
 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     -   310,896.1     630,468.1     MT  (+/- 3 meters HH1 GPS) 
 RP0048
 RP0048_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPS9246094481(NAD 83)
 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
 RP0048.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RP0048.See file dsdata.pdf to determine how the superseded data were derived.
 RP0048
 RP0048_MARKER: Z = SEE DESCRIPTION
 RP0048_SETTING: 80 = SET IN A BOULDER
 RP0048_MAGNETIC: N = NO MAGNETIC MATERIAL
 RP0048_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RP0048+STABILITY: SURFACE MOTION
 RP0048_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 RP0048+SATELLITE: SATELLITE OBSERVATIONS - May 27, 2014
 RP0048
 RP0048  HISTORY     - Date     Condition        Report By
 RP0048  HISTORY     - 19690401 MONUMENTED       MNHD
 RP0048  HISTORY     - 1969     GOOD             MNDT
 RP0048  HISTORY     - 20060907 GOOD             GEOCAC
 RP0048  HISTORY     - 20140527 GOOD             MNDT
 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, T139R,
 RP0048'R46W.
 RP0048
 RP0048                          STATION RECOVERY (2006)
 RP0048
 RP0048'RECOVERY NOTE BY GEOCACHING 2006 (WD)
 RP0048'RECOVERED IN GOOD CONDITION.
 RP0048
 RP0048                          STATION RECOVERY (2014)
 RP0048
 RP0048'RECOVERY NOTE BY MN DEPT OF TRANSP 2014 (MAS)
 RP0048'4.6 MI (7.4 KM) EAST OF GLYNDON, 4.8 MI (7.7 KM) EAST ALONG TRUNK
 RP0048'HIGHWAY 10 EAST/STATE STREET NORTHEAST FROM THE JUNCTION OF TRUNK
 RP0048'HIGHWAY 10 EAST AND ANDREWS AVENUE SOUTH, AT TRUNK HIGHWAY 10 MILEPOST
 RP0048'14.25, 0.5 MI (0.8 KM) NORTH OF BUFFALO STATE PARK, 167.0 FT (50.9 M)
 RP0048'SOUTH OF EASTBOUND TRUNK HIGHWAY 10, 53.0 FT (16.2 M) EAST OF 155TH
 RP0048'STREET SOUTH (ENTRANCE TO BUFFALO STATE PARK), BOLTED ON TOP OF LARGE
 RP0048'GRANITE BOULDER, IN NORTHWEST CORNER OF BRONZE PLAQUE AT CAMPBELL
 RP0048'BEACH.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DF8007 ***********************************************************************
 DF8007  DESIGNATION -  1401 A
 DF8007  PID         -  DF8007
 DF8007  STATE/COUNTY-  MN/CLAY
 DF8007  COUNTRY     -  US
 DF8007  USGS QUAD   -  DILWORTH (2019)
 DF8007
 DF8007                         *CURRENT SURVEY CONTROL
 DF8007  ______________________________________________________________________
 DF8007* NAD 83(2011) POSITION- 46 52 36.25546(N) 096 41 36.01810(W)   ADJUSTED
 DF8007* NAD 83(2011) ELLIP HT-   250.572 (meters)        (06/27/12)   ADJUSTED
 DF8007* NAD 83(2011) EPOCH   -  2010.00
 DF8007* NAVD 88 ORTHO HEIGHT -   277.068 (meters)      909.01  (feet) ADJUSTED
 DF8007  ______________________________________________________________________
 DF8007  GEOID HEIGHT    -        -26.560 (meters)                     GEOID18
 DF8007  NAD 83(2011) X  -   -509,098.317 (meters)                     COMP
 DF8007  NAD 83(2011) Y  - -4,338,100.198 (meters)                     COMP
 DF8007  NAD 83(2011) Z  -  4,632,591.458 (meters)                     COMP
 DF8007  LAPLACE CORR    -         -2.18  (seconds)                    DEFLEC18
 DF8007  DYNAMIC HEIGHT  -        277.092 (meters)      909.09  (feet) COMP
 DF8007  MODELED GRAVITY -    980,696.2   (mgal)                       NAVD 88
 DF8007
 DF8007  VERT ORDER      -  SECOND    CLASS I
 DF8007
 DF8007  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DF8007  Standards:
 DF8007         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DF8007            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DF8007  -------------------------------------------------------------------
 DF8007  NETWORK    0.42   0.55           0.19   0.14   0.28      0.24226675
 DF8007  -------------------------------------------------------------------
 DF8007  Click here for local accuracies and other accuracy information.
 DF8007
 DF8007.The horizontal coordinates were established by GPS observations
 DF8007.and adjusted by the National Geodetic Survey in June 2012.
 DF8007
 DF8007.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DF8007.been affixed to the stable North American tectonic plate. See 
 DF8007.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DF8007
 DF8007.The horizontal coordinates are valid at the epoch date displayed above
 DF8007.which is a decimal equivalence of Year/Month/Day.
 DF8007
 DF8007.The orthometric height was determined by differential leveling and
 DF8007.adjusted by the NATIONAL GEODETIC SURVEY
 DF8007.in April 2024.
 DF8007
 DF8007.Significant digits in the geoid height do not necessarily reflect accuracy.
 DF8007.GEOID18 height accuracy estimate available here.
 DF8007
 DF8007.Click photographs - Photos may exist for this station.
 DF8007
 DF8007.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DF8007
 DF8007.The Laplace correction was computed from DEFLEC18 derived deflections.
 DF8007
 DF8007.The ellipsoidal height was determined by GPS observations
 DF8007.and is referenced to NAD 83.
 DF8007
 DF8007.The dynamic height is computed by dividing the NAVD 88
 DF8007.geopotential number by the normal gravity value computed on the
 DF8007.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DF8007.degrees latitude (g = 980.6199 gals.).
 DF8007
 DF8007.The modeled gravity was interpolated from observed gravity values.
 DF8007
 DF8007. The following values were computed from the NAD 83(2011) position.
 DF8007
 DF8007;                    North         East     Units Scale Factor Converg.
 DF8007;SPC MN C     -   311,470.074   613,778.253   MT  0.99996674   -1 46 02.9
 DF8007;SPC MN C     - 1,021,881.40  2,013,704.15   sFT  0.99996674   -1 46 02.9
 DF8007;UTM  14      - 5,194,049.605   675,765.127   MT  0.99997972   +1 41 02.5
 DF8007
 DF8007!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF8007!SPC MN C     -   0.99996072  x   0.99996674  =   0.99992747
 DF8007!UTM  14      -   0.99996072  x   0.99997972  =   0.99994044
 DF8007
 DF8007_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPS7576594049(NAD 83)
 DF8007
 DF8007|---------------------------------------------------------------------|
 DF8007| PID    Reference Object                     Distance      Geod. Az  |
 DF8007|                                                           dddmmss.s |
 DF8007| DF8006 1401 AM                             324.642 METERS 26912     |
 DF8007|---------------------------------------------------------------------|
 DF8007
 DF8007                          SUPERSEDED SURVEY CONTROL
 DF8007
 DF8007  NAD 83(2007)-  46 52 36.25569(N)    096 41 36.01922(W) AD(2002.00) 1
 DF8007  ELLIP H (01/24/11)  250.587  (m)                       GP(2002.00) 1 2
 DF8007  NAVD 88 (08/26/19)  277.056  (m)          908.97   (f) SUPERSEDED  2 1
 DF8007  NAVD 88 (11/28/11)  277.134  (m)          909.23   (f) SUPERSEDED  2 1
 DF8007  NAVD 88 (04/18/11)  277.098  (m)          909.11   (f) SUPERSEDED  2 1
 DF8007  NAVD 88             277.13   (m)          909.2    (f) LEVELING    3  
 DF8007  NAVD 88 (04/16/04)  277.107  (m)          909.14   (f) SUPERSEDED  2 1
 DF8007
 DF8007.Superseded values are not recommended for survey control.
 DF8007
 DF8007.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF8007.See file dsdata.pdf to determine how the superseded data were derived.
 DF8007
 DF8007_MARKER: DB = BENCH MARK DISK
 DF8007_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 DF8007_STAMPING: 1401 A 1950
 DF8007_MARK LOGO: MNHD
 DF8007_PROJECTION: PROJECTING 10 CENTIMETERS
 DF8007_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DF8007_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DF8007_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF8007+SATELLITE: SATELLITE OBSERVATIONS - September 14, 2022
 DF8007
 DF8007  HISTORY     - Date     Condition        Report By
 DF8007  HISTORY     - 19500401 MONUMENTED       MNHD
 DF8007  HISTORY     - 19940809 GOOD             MNDT
 DF8007  HISTORY     - 20000404 GOOD             MNDT
 DF8007  HISTORY     - 20091001 GOOD             MNDT
 DF8007  HISTORY     - 20140616 GOOD             MNDT
 DF8007  HISTORY     - 20210712 GOOD             MNDT
 DF8007  HISTORY     - 20220914 GOOD             MNDT
 DF8007
 DF8007                          STATION DESCRIPTION
 DF8007
 DF8007'DESCRIBED BY MN DEPT OF TRANSP 1994 (WAS)
 DF8007'AT EAST EDGE OF DILWORTH, 2.45 MI (3.94 KM) EAST ON TH 10 FROM THE
 DF8007'EAST JCT OF TH 10 AND TH 75 IN MOORHEAD, AT TH 10 MP 3.95, 74.0 FT
 DF8007'(22.6 M) NORTH OF TH 10, 109.0 FT (33.2 M) EAST OF SE SEVENTH ST, 24.0
 DF8007'FT (7.3 M) ESE OF FIRE HYDRANT, 7.5 FT (2.3 M) NNW OF TEL CABLE
 DF8007'PEDESTAL, 3.7 FT (1.1 M) WEST OF P-POLE, 0.8 FT (24.4 CM) SOUTH OF
 DF8007'WITNESS POST.
 DF8007
 DF8007                          STATION RECOVERY (2000)
 DF8007
 DF8007'RECOVERY NOTE BY MN DEPT OF TRANSP 2000 (DJS)
 DF8007'RECOVERED AS DESCRIBED.
 DF8007
 DF8007                          STATION RECOVERY (2009)
 DF8007
 DF8007'RECOVERY NOTE BY MN DEPT OF TRANSP 2009 (KMS)
 DF8007'THE MARK WAS RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.
 DF8007'THE MARK IS AT EAST EDGE OF DILWORTH, 2.45 MILES EAST ON TRUNK HIGHWAY
 DF8007'10 FROM EAST JUNCTION OF TRUNK HIGHWAY 10 AND TRUNK HIGHWAY 75 IN
 DF8007'MOORHEAD, AT TRUNK HIGHWAY 10 MILEPOINT 3.95, 74 FEET NORTH OF
 DF8007'WESTBOUND TRUNK HIGHWAY 10, 109 FEET EAST OF SOUTHEAST 7TH STREET, 24
 DF8007'FEET EAST-SOUTHEAST OF FIRE HYDRANT, 7.5 FEET NORTH-NORTHWEST OF
 DF8007'TELEPHONE CABLE PEDESTAL, 3.7 FEET WEST OF POWER POLE, 0.8 FEET SOUTH
 DF8007'OF WITNESS POST.
 DF8007
 DF8007                          STATION RECOVERY (2014)
 DF8007
 DF8007'RECOVERY NOTE BY MN DEPT OF TRANSP 2014 (KMS)
 DF8007'RECOVERED AS DESCRIBED.
 DF8007
 DF8007                          STATION RECOVERY (2021)
 DF8007
 DF8007'RECOVERY NOTE BY MN DEPT OF TRANSP 2021 (DAS)
 DF8007'RECOVERED IN GOOD CONDITION.
 DF8007
 DF8007                          STATION RECOVERY (2022)
 DF8007
 DF8007'RECOVERY NOTE BY MN DEPT OF TRANSP 2022 (KMS)
 DF8007'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 RP0297 ***********************************************************************
 RP0297  DESIGNATION -  1401 AB
 RP0297  PID         -  RP0297
 RP0297  STATE/COUNTY-  MN/CLAY
 RP0297  COUNTRY     -  US
 RP0297  USGS QUAD   -  GLYNDON NORTH (2019)
 RP0297
 RP0297                         *CURRENT SURVEY CONTROL
 RP0297  ______________________________________________________________________
 RP0297* NAD 83(1986) POSITION- 46 52 36.47   (N) 096 32 54.35   (W)   HD_HELD1
 RP0297* NAVD 88 ORTHO HEIGHT -   281.818 (meters)      924.60  (feet) ADJUSTED
 RP0297  ______________________________________________________________________
 RP0297  GEOID HEIGHT    -        -26.694 (meters)                     GEOID18
 RP0297  DYNAMIC HEIGHT  -        281.840 (meters)      924.67  (feet) COMP
 RP0297  MODELED GRAVITY -    980,684.2   (mgal)                       NAVD 88
 RP0297
 RP0297  VERT ORDER      -  SECOND    CLASS I
 RP0297
 RP0297.The horizontal coordinates were determined by differentially corrected
 RP0297.hand held GPS observations or other comparable positioning techniques
 RP0297.and have an estimated accuracy of +/- 3 meters.
 RP0297
 RP0297.The orthometric height was determined by differential leveling and
 RP0297.adjusted by the NATIONAL GEODETIC SURVEY
 RP0297.in August 2019.
 RP0297
 RP0297.Significant digits in the geoid height do not necessarily reflect accuracy.
 RP0297.GEOID18 height accuracy estimate available here.
 RP0297
 RP0297.Click photographs - Photos may exist for this station.
 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     -   311,146.1     624,819.6     MT  (+/- 3 meters HH1 GPS) 
 RP0297
 RP0297_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPS8680694391(NAD 83)
 RP0297
 RP0297                          SUPERSEDED SURVEY CONTROL
 RP0297
 RP0297  NAVD 88 (06/15/91)  281.874  (m)          924.78   (f) SUPERSEDED  1 2
 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
 RP0297.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RP0297.See file dsdata.pdf to determine how the superseded data were derived.
 RP0297
 RP0297_MARKER: DB = BENCH MARK DISK
 RP0297_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 RP0297_SP_SET: MONUMENT
 RP0297_STAMPING: 1401-AB 1965
 RP0297_MARK LOGO: MNHD
 RP0297_PROJECTION: RECESSED 13 CENTIMETERS
 RP0297_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 RP0297_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RP0297_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 RP0297+SATELLITE: SATELLITE OBSERVATIONS - September 09, 2022
 RP0297
 RP0297  HISTORY     - Date     Condition        Report By
 RP0297  HISTORY     - 1965     MONUMENTED       MNHD
 RP0297  HISTORY     - 1969     GOOD             MNDT
 RP0297  HISTORY     - 1982     GOOD             NGS
 RP0297  HISTORY     - 20060907 GOOD             GEOCAC
 RP0297  HISTORY     - 20150302 GOOD             MNDT
 RP0297  HISTORY     - 20220909 GOOD             MNDT
 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, T139N, R47W.
 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'RECOVERED IN GOOD CONDITION.
 RP0297
 RP0297                          STATION RECOVERY (2015)
 RP0297
 RP0297'RECOVERY NOTE BY MN DEPT OF TRANSP 2015 (KMS)
 RP0297'RECOVERED AS DESCRIBED.
 RP0297
 RP0297                          STATION RECOVERY (2022)
 RP0297
 RP0297'RECOVERY NOTE BY MN DEPT OF TRANSP 2022 (KMS)
 RP0297'RECOVERED IN GOOD CONDITION.
 RP0297'
 RP0297'NOTE-THE MARK WAS LOCATED ABOUT 1.2 MI (1.9 KM) EAST OF GLYNDON, 1.45
 RP0297'MI (2.33 KM) EAST ALONG TRUNK HIGHWAY 10 FROM THE JUNCTION OF TRUNK
 RP0297'HIGHWAY 10 AND COUNTY ROAD 19/COUNTY ROAD 117 IN GLYNDON, AT TRUNK
 RP0297'HIGHWAY MILE POINT 11.2.
 RP0297'
 RP0297'IT IS 98.0 FT (29.9 M) SOUTH OF EASTBOUND TRUNK HIGHWAY 10, 300.0 FT
 RP0297'(91.4 M) SOUTHWEST OF STATION GLYNDON AND 1.0 FT (0.3 M) NORTH OF A
 RP0297'WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 RP0050 ***********************************************************************
 RP0050  DESIGNATION -  1401 AE
 RP0050  PID         -  RP0050
 RP0050  STATE/COUNTY-  MN/CLAY
 RP0050  COUNTRY     -  US
 RP0050  USGS QUAD   -  HAWLEY NW (2019)
 RP0050
 RP0050                         *CURRENT SURVEY CONTROL
 RP0050  ______________________________________________________________________
 RP0050* NAD 83(1986) POSITION- 46 52 34.95   (N) 096 28 57.06   (W)   HD_HELD1
 RP0050* NAVD 88 ORTHO HEIGHT -   291.732 (meters)      957.12  (feet) ADJUSTED
 RP0050  ______________________________________________________________________
 RP0050  GEOID HEIGHT    -        -26.741 (meters)                     GEOID18
 RP0050  DYNAMIC HEIGHT  -        291.753 (meters)      957.19  (feet) COMP
 RP0050  MODELED GRAVITY -    980,680.5   (mgal)                       NAVD 88
 RP0050
 RP0050  VERT ORDER      -  SECOND    CLASS I
 RP0050
 RP0050.The horizontal coordinates were determined by differentially corrected
 RP0050.hand held GPS observations or other comparable positioning techniques
 RP0050.and have an estimated accuracy of +/- 3 meters.
 RP0050
 RP0050.The orthometric height was determined by differential leveling and
 RP0050.adjusted by the NATIONAL GEODETIC SURVEY
 RP0050.in April 2024.
 RP0050
 RP0050.Significant digits in the geoid height do not necessarily reflect accuracy.
 RP0050.GEOID18 height accuracy estimate available here.
 RP0050
 RP0050.Click photographs - Photos may exist for this station.
 RP0050
 RP0050.The dynamic height is computed by dividing the NAVD 88
 RP0050.geopotential number by the normal gravity value computed on the
 RP0050.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RP0050.degrees latitude (g = 980.6199 gals.).
 RP0050
 RP0050.The modeled gravity was interpolated from observed gravity values.
 RP0050
 RP0050;                    North         East    Units  Estimated Accuracy
 RP0050;SPC MN C     -   310,955.5     629,840.7     MT  (+/- 3 meters HH1 GPS) 
 RP0050
 RP0050_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPS9183094503(NAD 83)
 RP0050
 RP0050                          SUPERSEDED SURVEY CONTROL
 RP0050
 RP0050  NAVD 88 (08/26/19)  291.712  (m)          957.06   (f) SUPERSEDED  2 1
 RP0050  NAVD 88 (12/15/04)  291.591  (m)          956.66   (f) SUPERSEDED  2 1
 RP0050  NAVD 88 (06/15/91)  291.411  (m)          956.07   (f) SUPERSEDED  2 0
 RP0050  NGVD 29 (??/??/92)  291.082  (m)          954.99   (f) ADJ UNCH    2 0
 RP0050
 RP0050.Superseded values are not recommended for survey control.
 RP0050
 RP0050.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RP0050.See file dsdata.pdf to determine how the superseded data were derived.
 RP0050
 RP0050_MARKER: DB = BENCH MARK DISK
 RP0050_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 RP0050_STAMPING: 1401-AE 1965
 RP0050_MARK LOGO: MNHD
 RP0050_PROJECTION: PROJECTING 64 CENTIMETERS
 RP0050_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 RP0050_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RP0050_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 RP0050+SATELLITE: SATELLITE OBSERVATIONS - September 14, 2022
 RP0050
 RP0050  HISTORY     - Date     Condition        Report By
 RP0050  HISTORY     - 19650401 MONUMENTED       MNHD
 RP0050  HISTORY     - 1969     GOOD             MNDT
 RP0050  HISTORY     - 20000620 GOOD             MNDT
 RP0050  HISTORY     - 20010404 GOOD             MNDT
 RP0050  HISTORY     - 20140527 GOOD             MNDT
 RP0050  HISTORY     - 20220914 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.
 RP0050
 RP0050                          STATION RECOVERY (2014)
 RP0050
 RP0050'RECOVERY NOTE BY MN DEPT OF TRANSP 2014 (MAS)
 RP0050'THE STATION IS LOCATED ABOUT 8.4 MI (13.5 KM) NORTH OF DOWNER, 7.9 MI
 RP0050'(12.7 KM) WEST OF HAWLEY AND 4.6 MI (7.4 KM) EAST OF GLYNDON.
 RP0050'
 RP0050'TO REACH THE MARK GO 0.3 MI (0.5 KM) NORTH ALONG PARKE AVENUE SOUTH
 RP0050'FROM THE JUNCTION OF PARKE AVENUE SOUTH AND FOURTH STREET SOUTHEAST IN
 RP0050'GLYNDON, THEN 4.6 MI (7.4 KM) EAST ALONG TRUNK HIGHWAY 10 (STATE
 RP0050'STREET NORTHEAST), AT TRUNK HIGHWAY 10 MILE POINT 13.85.
 RP0050'
 RP0050'THE MARK IS LOCATED 99 FT (30.2 M) SOUTH OF EASTBOUND TRUNK HIGHWAY
 RP0050'10, 400 FT (121.9 M) EAST OF DRIVEWAY NUMBERS 15007 AND 15009, 0.9 FT
 RP0050'(27 CM) NORTH OF A WITNESS POST.
 RP0050
 RP0050                          STATION RECOVERY (2022)
 RP0050
 RP0050'RECOVERY NOTE BY MN DEPT OF TRANSP 2022 (TJD)
 RP0050'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 RP0045 ***********************************************************************
 RP0045  DESIGNATION -  1401 AG
 RP0045  PID         -  RP0045
 RP0045  STATE/COUNTY-  MN/CLAY
 RP0045  COUNTRY     -  US
 RP0045  USGS QUAD   -  HAWLEY NW (2019)
 RP0045
 RP0045                         *CURRENT SURVEY CONTROL
 RP0045  ______________________________________________________________________
 RP0045* NAD 83(2011) POSITION- 46 52 32.15323(N) 096 24 24.83540(W)   ADJUSTED
 RP0045* NAD 83(2011) ELLIP HT-   307.469 (meters)        (05/15/15)   ADJUSTED
 RP0045* NAD 83(2011) EPOCH   -  2010.00
 RP0045* NAVD 88 ORTHO HEIGHT -   334.193 (meters)     1096.43  (feet) ADJUSTED
 RP0045  ______________________________________________________________________
 RP0045  GEOID HEIGHT    -        -26.768 (meters)                     GEOID18
 RP0045  NAD 83(2011) X  -   -487,419.175 (meters)                     COMP
 RP0045  NAD 83(2011) Y  - -4,340,721.655 (meters)                     COMP
 RP0045  NAD 83(2011) Z  -  4,632,546.389 (meters)                     COMP
 RP0045  LAPLACE CORR    -         -0.46  (seconds)                    DEFLEC18
 RP0045  DYNAMIC HEIGHT  -        334.214 (meters)     1096.50  (feet) COMP
 RP0045  MODELED GRAVITY -    980,667.7   (mgal)                       NAVD 88
 RP0045
 RP0045  VERT ORDER      -  SECOND    CLASS I
 RP0045
 RP0045  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 RP0045  Standards:
 RP0045         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 RP0045            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 RP0045  -------------------------------------------------------------------
 RP0045  NETWORK    0.52   1.02           0.24   0.17   0.52     -0.06522615
 RP0045  -------------------------------------------------------------------
 RP0045  Click here for local accuracies and other accuracy information.
 RP0045
 RP0045.The horizontal coordinates were established by GPS observations
 RP0045.and adjusted by the MN DEPT OF TRANSP in May 2015.
 RP0045
 RP0045.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 RP0045.been affixed to the stable North American tectonic plate. See 
 RP0045.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 RP0045
 RP0045.The horizontal coordinates are valid at the epoch date displayed above
 RP0045.which is a decimal equivalence of Year/Month/Day.
 RP0045
 RP0045.The orthometric height was determined by differential leveling and
 RP0045.adjusted by the NATIONAL GEODETIC SURVEY
 RP0045.in August 2019.
 RP0045
 RP0045.Significant digits in the geoid height do not necessarily reflect accuracy.
 RP0045.GEOID18 height accuracy estimate available here.
 RP0045
 RP0045.Click photographs - Photos may exist for this station.
 RP0045
 RP0045.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 RP0045
 RP0045.The Laplace correction was computed from DEFLEC18 derived deflections.
 RP0045
 RP0045.The ellipsoidal height was determined by GPS observations
 RP0045.and is referenced to NAD 83.
 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. The following values were computed from the NAD 83(2011) position.
 RP0045
 RP0045;                    North         East     Units Scale Factor Converg.
 RP0045;SPC MN C     -   310,709.452   635,600.364   MT  0.99996655   -1 33 37.0
 RP0045;SPC MN C     - 1,019,385.93  2,085,298.86   sFT  0.99996655   -1 33 37.0
 RP0045;UTM  14      - 5,194,604.552   697,594.795   MT  1.00007990   +1 53 35.7
 RP0045
 RP0045!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RP0045!SPC MN C     -   0.99995181  x   0.99996655  =   0.99991836
 RP0045!UTM  14      -   0.99995181  x   1.00007990  =   1.00003170
 RP0045
 RP0045_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPS9759494604(NAD 83)
 RP0045
 RP0045                          SUPERSEDED SURVEY CONTROL
 RP0045
 RP0045  NAVD 88 (12/15/04)  334.225  (m)         1096.54   (f) SUPERSEDED  2 1
 RP0045  NAVD 88 (06/15/91)  334.167  (m)         1096.35   (f) SUPERSEDED  2 0
 RP0045  NGVD 29 (??/??/92)  333.813  (m)         1095.18   (f) ADJ UNCH    2 0
 RP0045
 RP0045.Superseded values are not recommended for survey control.
 RP0045
 RP0045.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RP0045.See file dsdata.pdf to determine how the superseded data were derived.
 RP0045
 RP0045_MARKER: DB = BENCH MARK DISK
 RP0045_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 RP0045_STAMPING: 1401-AG 1965
 RP0045_MARK LOGO: MNHD
 RP0045_PROJECTION: FLUSH
 RP0045_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 RP0045_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RP0045_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 RP0045+SATELLITE: SATELLITE OBSERVATIONS - June 13, 2023
 RP0045
 RP0045  HISTORY     - Date     Condition        Report By
 RP0045  HISTORY     - 19650401 MONUMENTED       MNHD
 RP0045  HISTORY     - 1969     GOOD             MNDT
 RP0045  HISTORY     - 20000620 GOOD             MNDT
 RP0045  HISTORY     - 20010404 GOOD             MNDT
 RP0045  HISTORY     - 20140612 GOOD             MNDT
 RP0045  HISTORY     - 20150127 GOOD             MNDT
 RP0045  HISTORY     - 20220925 GOOD             MNDT
 RP0045  HISTORY     - 20230613 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.
 RP0045
 RP0045                          STATION RECOVERY (2014)
 RP0045
 RP0045'RECOVERY NOTE BY MN DEPT OF TRANSP 2014 (KMS)
 RP0045'RECOVERED AS DESCRIBED.
 RP0045
 RP0045                          STATION RECOVERY (2015)
 RP0045
 RP0045'RECOVERY NOTE BY MN DEPT OF TRANSP 2015 (KXS)
 RP0045'4.2 MILES WEST OF HAWLEY, 4.0 MILES WEST ALONG TRUNK HIGHWAY 10 FROM
 RP0045'JUNCTION OF TRUNK HIGHWAY 10 AND COUNTY ROAD 31 IN HAWLEY, AT TRUNK
 RP0045'HIGHWAY MILEPOINT 17.4, 98 FEET SOUTH OF EASTBOUND TRUNK HIGHWAY 10,
 RP0045'AT TRUNK HIGHWAY 10 STATION 933+00, 90 FEET EAST OF COUNTY ROAD
 RP0045'23/190TH STREET SOUTH, 7.8 FEET EAST-NORTHEAST OF RIGHT-OF-WAY POST,
 RP0045'1.0 FOOT NORTH OF WITNESS POST.
 RP0045
 RP0045                          STATION RECOVERY (2022)
 RP0045
 RP0045'RECOVERY NOTE BY MN DEPT OF TRANSP 2022 (TJD)
 RP0045'RECOVERED AS DESCRIBED.
 RP0045
 RP0045                          STATION RECOVERY (2023)
 RP0045
 RP0045'RECOVERY NOTE BY MN DEPT OF TRANSP 2023 (JXK)
 RP0045'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 RP0038 ***********************************************************************
 RP0038  DESIGNATION -  1401 AH
 RP0038  PID         -  RP0038
 RP0038  STATE/COUNTY-  MN/CLAY
 RP0038  COUNTRY     -  US
 RP0038  USGS QUAD   -  HAWLEY NW (2019)
 RP0038
 RP0038                         *CURRENT SURVEY CONTROL
 RP0038  ______________________________________________________________________
 RP0038* NAD 83(2011) POSITION- 46 52 33.34459(N) 096 23 05.56134(W)   ADJUSTED
 RP0038* NAD 83(2011) ELLIP HT-   317.052 (meters)        (02/07/24)   ADJUSTED
 RP0038* NAD 83(2011) EPOCH   -  2010.00
 RP0038* NAVD 88 ORTHO HEIGHT -   343.773 (meters)     1127.86  (feet) ADJUSTED
 RP0038  ______________________________________________________________________
 RP0038  GEOID HEIGHT    -        -26.771 (meters)                     GEOID18
 RP0038  NAD 83(2011) X  -   -485,748.605 (meters)                     COMP
 RP0038  NAD 83(2011) Y  - -4,340,888.489 (meters)                     COMP
 RP0038  NAD 83(2011) Z  -  4,632,578.533 (meters)                     COMP
 RP0038  LAPLACE CORR    -         -0.16  (seconds)                    DEFLEC18
 RP0038  DYNAMIC HEIGHT  -        343.794 (meters)     1127.93  (feet) COMP
 RP0038  MODELED GRAVITY -    980,665.0   (mgal)                       NAVD 88
 RP0038
 RP0038  VERT ORDER      -  SECOND    CLASS I
 RP0038
 RP0038  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 RP0038  Standards:
 RP0038         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 RP0038            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 RP0038  -------------------------------------------------------------------
 RP0038  NETWORK    0.66   1.47           0.30   0.23   0.75     -0.11861313
 RP0038  -------------------------------------------------------------------
 RP0038  Click here for local accuracies and other accuracy information.
 RP0038
 RP0038.The horizontal coordinates were established by GPS observations
 RP0038.and adjusted by the MN DEPT OF TRANSP in February 2024.
 RP0038
 RP0038.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 RP0038.been affixed to the stable North American tectonic plate. See 
 RP0038.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 RP0038
 RP0038.The horizontal coordinates are valid at the epoch date displayed above
 RP0038.which is a decimal equivalence of Year/Month/Day.
 RP0038
 RP0038.The orthometric height was determined by differential leveling and
 RP0038.adjusted by the NATIONAL GEODETIC SURVEY
 RP0038.in August 2019.
 RP0038
 RP0038.Significant digits in the geoid height do not necessarily reflect accuracy.
 RP0038.GEOID18 height accuracy estimate available here.
 RP0038
 RP0038.Click photographs - Photos may exist for this station.
 RP0038
 RP0038.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 RP0038
 RP0038.The Laplace correction was computed from DEFLEC18 derived deflections.
 RP0038
 RP0038.The ellipsoidal height was determined by GPS observations
 RP0038.and is referenced to NAD 83.
 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. The following values were computed from the NAD 83(2011) position.
 RP0038
 RP0038;                    North         East     Units Scale Factor Converg.
 RP0038;SPC MN C     -   310,700.754   637,279.363   MT  0.99996661   -1 32 39.6
 RP0038;SPC MN C     - 1,019,357.39  2,090,807.38   sFT  0.99996661   -1 32 39.6
 RP0038;UTM  14      - 5,194,697.024   699,271.466   MT  1.00008808   +1 54 33.6
 RP0038
 RP0038!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RP0038!SPC MN C     -   0.99995030  x   0.99996661  =   0.99991692
 RP0038!UTM  14      -   0.99995030  x   1.00008808  =   1.00003838
 RP0038
 RP0038_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPS9927194697(NAD 83)
 RP0038
 RP0038                          SUPERSEDED SURVEY CONTROL
 RP0038
 RP0038  NAVD 88 (06/15/91)  343.811  (m)         1127.99   (f) SUPERSEDED  2 1
 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
 RP0038.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RP0038.See file dsdata.pdf to determine how the superseded data were derived.
 RP0038
 RP0038_MARKER: DB = BENCH MARK DISK
 RP0038_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 RP0038_STAMPING: 1401 AH 1965
 RP0038_MARK LOGO: MNHD
 RP0038_PROJECTION: RECESSED 30 CENTIMETERS
 RP0038_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 RP0038_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RP0038_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 RP0038+SATELLITE: SATELLITE OBSERVATIONS - June 13, 2023
 RP0038
 RP0038  HISTORY     - Date     Condition        Report By
 RP0038  HISTORY     - 19650401 MONUMENTED       MNHD
 RP0038  HISTORY     - 1969     GOOD             MNDT
 RP0038  HISTORY     - 20000620 GOOD             MNDT
 RP0038  HISTORY     - 20010404 GOOD             MNDT
 RP0038  HISTORY     - 20140612 GOOD             MNDT
 RP0038  HISTORY     - 20220927 GOOD             MNDT
 RP0038  HISTORY     - 20230613 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.
 RP0038
 RP0038                          STATION RECOVERY (2014)
 RP0038
 RP0038'RECOVERY NOTE BY MN DEPT OF TRANSP 2014 (KMS)
 RP0038'THE STATION IS LOCATED ABOUT 9.2 MI (14.8 KM) EAST OF GLYNDON, 8.1 MI
 RP0038'(13.0 KM) WEST-SOUTHWEST OF DALE AND 3.3 MI (5.3 KM) WEST OF HAWLEY.
 RP0038'
 RP0038'TO REACH THE MARK GO 2.95 MI (4.7 KM) WEST OF ALONG TRUNK HIGHWAY 10
 RP0038'FROM THE JUNCTION OF TRUNK HIGHWAY 10 AND COUNTY ROAD 31 IN HAWLEY AT
 RP0038'TRUNK HIGHWAY 10 MILE POINT 18.5.
 RP0038'
 RP0038'THE MARK IS LOCATED 295 FT (89.9 M) EAST OF 200TH STREET SOUTH, 97 FT
 RP0038'(29.6 M) SOUTH OF EASTBOUND TRUNK HIGHWAY 10, AT TRUNK HIGHWAY 10
 RP0038'STATION 988+00, 500 FT (152.4 M) EAST OF GRAVEL ROAD, 1.0 FT (0.3 M)
 RP0038'NORTH OF A WITNESS POST.
 RP0038
 RP0038                          STATION RECOVERY (2022)
 RP0038
 RP0038'RECOVERY NOTE BY MN DEPT OF TRANSP 2022 (TJD)
 RP0038'RECOVERED AS DESCRIBED.
 RP0038
 RP0038                          STATION RECOVERY (2023)
 RP0038
 RP0038'RECOVERY NOTE BY MN DEPT OF TRANSP 2023 (CXR)
 RP0038'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 RP0030 ***********************************************************************
 RP0030  DESIGNATION -  1401 AJ
 RP0030  PID         -  RP0030
 RP0030  STATE/COUNTY-  MN/CLAY
 RP0030  COUNTRY     -  US
 RP0030  USGS QUAD   -  HAWLEY (2019)
 RP0030
 RP0030                         *CURRENT SURVEY CONTROL
 RP0030  ______________________________________________________________________
 RP0030* NAD 83(1986) POSITION- 46 52 38.4    (N) 096 18 45.9    (W)   HD_HELD2
 RP0030* NAVD 88 ORTHO HEIGHT -   348.420 (meters)     1143.11  (feet) ADJUSTED
 RP0030  ______________________________________________________________________
 RP0030  GEOID HEIGHT    -        -26.772 (meters)                     GEOID18
 RP0030  DYNAMIC HEIGHT  -        348.439 (meters)     1143.17  (feet) COMP
 RP0030  MODELED GRAVITY -    980,661.1   (mgal)                       NAVD 88
 RP0030
 RP0030  VERT ORDER      -  SECOND    CLASS I
 RP0030
 RP0030.The horizontal coordinates were established by autonomous hand held GPS
 RP0030.observations and have an estimated accuracy of +/- 10 meters.
 RP0030
 RP0030.The orthometric height was determined by differential leveling and
 RP0030.adjusted by the NATIONAL GEODETIC SURVEY
 RP0030.in August 2019.
 RP0030
 RP0030.Significant digits in the geoid height do not necessarily reflect accuracy.
 RP0030.GEOID18 height accuracy estimate available here.
 RP0030
 RP0030.Click photographs - Photos may exist for this station.
 RP0030
 RP0030.The dynamic height is computed by dividing the NAVD 88
 RP0030.geopotential number by the normal gravity value computed on the
 RP0030.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RP0030.degrees latitude (g = 980.6199 gals.).
 RP0030
 RP0030.The modeled gravity was interpolated from observed gravity values.
 RP0030
 RP0030;                    North         East    Units  Estimated Accuracy
 RP0030;SPC MN C     -   310,711.      642,780.      MT  (+/- 10 meters HH2 GPS)
 RP0030
 RP0030_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQS0476295038(NAD 83)
 RP0030
 RP0030                          SUPERSEDED SURVEY CONTROL
 RP0030
 RP0030  NAVD 88 (06/15/91)  348.461  (m)         1143.24   (f) SUPERSEDED  2 1
 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
 RP0030.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RP0030.See file dsdata.pdf to determine how the superseded data were derived.
 RP0030
 RP0030_MARKER: DB = BENCH MARK DISK
 RP0030_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 RP0030_SP_SET: BRIDGE ABUTMENT
 RP0030_STAMPING: 1401-AJ 1965
 RP0030_MARK LOGO: MNHD
 RP0030_MAGNETIC: N = NO MAGNETIC MATERIAL
 RP0030_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RP0030_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 RP0030+SATELLITE: SATELLITE OBSERVATIONS - June 12, 2014
 RP0030
 RP0030  HISTORY     - Date     Condition        Report By
 RP0030  HISTORY     - 19650401 MONUMENTED       MNHD
 RP0030  HISTORY     - 20000615 GOOD             MNDT
 RP0030  HISTORY     - 20040113 GOOD             MNDT
 RP0030  HISTORY     - 20140612 GOOD             MNDT
 RP0030
 RP0030                          STATION DESCRIPTION
 RP0030
 RP0030'DESCRIBED BY MN HIGHWAY DEPT 1965
 RP0030'IN HAWLEY.
 RP0030'MARK IS LOCATED IN THE SOUTHEAST CORNER OF BRIDGE NO. 9026 T.H. 10
 RP0030'EAST BOUND OVER THE BUFFALO RIVER.  NW 1/4 SECTION 12, T 139N, R 44W.
 RP0030
 RP0030                          STATION RECOVERY (2000)
 RP0030
 RP0030'RECOVERY NOTE BY MN DEPT OF TRANSP 2000 (WAS)
 RP0030'THE MARK WAS RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.
 RP0030'THE MARK IS AT SE EDGE OF HAWLEY, IN ABUT IN SE COR OF EB TH 10 BRDG
 RP0030'NO 9026 OVER BUFFALO RIVER, AT TH 10 MILEPOST 22, 0.55 MI (0.89 KM)
 RP0030'EAST OF CO RD 31, 25.5 FT (7.8 M) SOUTH OF EB TH 10.
 RP0030
 RP0030                          STATION RECOVERY (2004)
 RP0030
 RP0030'RECOVERY NOTE BY MN DEPT OF TRANSP 2004 (KMS)
 RP0030'RECOVERED AS DESCRIBED.
 RP0030
 RP0030                          STATION RECOVERY (2014)
 RP0030
 RP0030'RECOVERY NOTE BY MN DEPT OF TRANSP 2014 (KMS)
 RP0030'AT SOUTHEAST EDGE OF HAWLEY, IN BRIDGE ABUTMENT IN SOUTHEAST CORNER OF
 RP0030'EASTBOUND TRUNK HIGHWAY 10 BRIDGE NUMBER 9026 OVER BUFFALO RIVER, 0.55
 RP0030'MI (0.9 KM) EAST ALONG TRUNK HIGHWAY 10  FROM THE JUNCTION OF TRUNK
 RP0030'HIGHWAY 10 AND COUNTY ROAD 31 IN HAWLEY, AT TRUNK HIGHWAY 10 MILE
 RP0030'POINT 21.95, 23.8 FT (7.3 M) SOUTH OF EASTBOUND TRUNK HIGHWAY 10.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 RP0031 ***********************************************************************
 RP0031  DESIGNATION -  1401 AJ 1
 RP0031  PID         -  RP0031
 RP0031  STATE/COUNTY-  MN/CLAY
 RP0031  COUNTRY     -  US
 RP0031  USGS QUAD   -  HAWLEY (2019)
 RP0031
 RP0031                         *CURRENT SURVEY CONTROL
 RP0031  ______________________________________________________________________
 RP0031* NAD 83(1986) POSITION- 46 52 36.6    (N) 096 18 55.5    (W)   HD_HELD2
 RP0031* NAVD 88 ORTHO HEIGHT -   352.709 (meters)     1157.18  (feet) ADJUSTED
 RP0031  ______________________________________________________________________
 RP0031  GEOID HEIGHT    -        -26.771 (meters)                     GEOID18
 RP0031  DYNAMIC HEIGHT  -        352.729 (meters)     1157.25  (feet) COMP
 RP0031  MODELED GRAVITY -    980,661.2   (mgal)                       NAVD 88
 RP0031
 RP0031  VERT ORDER      -  SECOND    CLASS I
 RP0031
 RP0031.The horizontal coordinates were established by autonomous hand held GPS
 RP0031.observations and have an estimated accuracy of +/- 10 meters.
 RP0031
 RP0031.The orthometric height was determined by differential leveling and
 RP0031.adjusted by the NATIONAL GEODETIC SURVEY
 RP0031.in August 2019.
 RP0031
 RP0031.Significant digits in the geoid height do not necessarily reflect accuracy.
 RP0031.GEOID18 height accuracy estimate available here.
 RP0031
 RP0031.Click photographs - Photos may exist for this station.
 RP0031
 RP0031.The dynamic height is computed by dividing the NAVD 88
 RP0031.geopotential number by the normal gravity value computed on the
 RP0031.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RP0031.degrees latitude (g = 980.6199 gals.).
 RP0031
 RP0031.The modeled gravity was interpolated from observed gravity values.
 RP0031
 RP0031;                    North         East    Units  Estimated Accuracy
 RP0031;SPC MN C     -   310,661.      642,575.      MT  (+/- 10 meters HH2 GPS)
 RP0031
 RP0031_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQS0456094976(NAD 83)
 RP0031
 RP0031                          SUPERSEDED SURVEY CONTROL
 RP0031
 RP0031  NAVD 88 (06/15/91)  352.752  (m)         1157.32   (f) SUPERSEDED  2 1
 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
 RP0031.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RP0031.See file dsdata.pdf to determine how the superseded data were derived.
 RP0031
 RP0031_MARKER: DB = BENCH MARK DISK
 RP0031_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 RP0031_SP_SET: BRIDGE ABUTMENT
 RP0031_STAMPING: 1401 AJ 1 1969
 RP0031_MARK LOGO: MNHD
 RP0031_MAGNETIC: O = OTHER; SEE DESCRIPTION
 RP0031_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RP0031_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 RP0031+SATELLITE: SATELLITE OBSERVATIONS - June 15, 2000
 RP0031
 RP0031  HISTORY     - Date     Condition        Report By
 RP0031  HISTORY     - 1969     MONUMENTED       MNHD
 RP0031  HISTORY     - 20000615 GOOD             MNDT
 RP0031
 RP0031                          STATION DESCRIPTION
 RP0031
 RP0031'DESCRIBED BY MN HIGHWAY DEPT 1969
 RP0031'IN HAWLEY.
 RP0031'MARK IS A STANDARD MINNESOTA HIGHWAY DEPARTMENT DISK STAMPED 1401-AJ-1
 RP0031'1969, SET IN THE SOUTHEAST CORNER OF BRIDGE NO. 9025, NORTHERN PACIFIC
 RP0031'RAILROAD OVER T.H. 10 WB STATION 1162+11.3, 0.2 MILES SOUTH OF THE
 RP0031'NORTHERN PACIFIC RAILROAD STATION.  NW 1/4 SECTION 12, T 139N, R 44W.
 RP0031
 RP0031                          STATION RECOVERY (2000)
 RP0031
 RP0031'RECOVERY NOTE BY MN DEPT OF TRANSP 2000 (WAS)
 RP0031'THE MARK WAS RECOVERED IN GOOD CONDITION.  NEW ADDITIONS FOLLOW-- AT
 RP0031'TH 10 MP 21.8, 0.55 MI (0.89 KM) EAST OF CO RD 31, 0.2 MI (0.3 KM)
 RP0031'SOUTH OF RR STA, 8 FT (2.4 M) EAST OF EAST RAIL OF RR TRACKS, 0.5 FT
 RP0031'(15.2 CM) NORTH OF SOUTH END OF BRDG.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 RP0029 ***********************************************************************
 RP0029  DESIGNATION -  1401 AJ 2
 RP0029  PID         -  RP0029
 RP0029  STATE/COUNTY-  MN/CLAY
 RP0029  COUNTRY     -  US
 RP0029  USGS QUAD   -  HAWLEY (2019)
 RP0029
 RP0029                         *CURRENT SURVEY CONTROL
 RP0029  ______________________________________________________________________
 RP0029* NAD 83(1986) POSITION- 46 52 36.4    (N) 096 18 50.2    (W)   HD_HELD2
 RP0029* NAVD 88 ORTHO HEIGHT -   348.437 (meters)     1143.16  (feet) ADJUSTED
 RP0029  ______________________________________________________________________
 RP0029  GEOID HEIGHT    -        -26.771 (meters)                     GEOID18
 RP0029  DYNAMIC HEIGHT  -        348.457 (meters)     1143.23  (feet) COMP
 RP0029  MODELED GRAVITY -    980,661.1   (mgal)                       NAVD 88
 RP0029
 RP0029  VERT ORDER      -  SECOND    CLASS I
 RP0029
 RP0029.The horizontal coordinates were established by autonomous hand held GPS
 RP0029.observations and have an estimated accuracy of +/- 10 meters.
 RP0029
 RP0029.The orthometric height was determined by differential leveling and
 RP0029.adjusted by the NATIONAL GEODETIC SURVEY
 RP0029.in August 2019.
 RP0029
 RP0029.Significant digits in the geoid height do not necessarily reflect accuracy.
 RP0029.GEOID18 height accuracy estimate available here.
 RP0029
 RP0029.Click photographs - Photos may exist for this station.
 RP0029
 RP0029.The dynamic height is computed by dividing the NAVD 88
 RP0029.geopotential number by the normal gravity value computed on the
 RP0029.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RP0029.degrees latitude (g = 980.6199 gals.).
 RP0029
 RP0029.The modeled gravity was interpolated from observed gravity values.
 RP0029
 RP0029;                    North         East    Units  Estimated Accuracy
 RP0029;SPC MN C     -   310,652.      642,687.      MT  (+/- 10 meters HH2 GPS)
 RP0029
 RP0029_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQS0467394973(NAD 83)
 RP0029
 RP0029                          SUPERSEDED SURVEY CONTROL
 RP0029
 RP0029  NAVD 88 (06/15/91)  348.477  (m)         1143.30   (f) SUPERSEDED  2 1
 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
 RP0029.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RP0029.See file dsdata.pdf to determine how the superseded data were derived.
 RP0029
 RP0029_MARKER: DB = BENCH MARK DISK
 RP0029_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 RP0029_SP_SET: BRIDGE ABUTMENT
 RP0029_STAMPING: 1401 AJ 2 1969
 RP0029_MARK LOGO: MNHD
 RP0029_MAGNETIC: N = NO MAGNETIC MATERIAL
 RP0029_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RP0029_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 RP0029+SATELLITE: SATELLITE OBSERVATIONS - June 12, 2014
 RP0029
 RP0029  HISTORY     - Date     Condition        Report By
 RP0029  HISTORY     - 19690401 MONUMENTED       MNHD
 RP0029  HISTORY     - 20000615 GOOD             MNDT
 RP0029  HISTORY     - 20040113 GOOD             MNDT
 RP0029  HISTORY     - 20140612 GOOD             MNDT
 RP0029
 RP0029                          STATION DESCRIPTION
 RP0029
 RP0029'DESCRIBED BY MN HIGHWAY DEPT 1969
 RP0029'IN HAWLEY.
 RP0029'MARK IS LOCATED IN THE SOUTHEAST CORNER OF BRIDGE NO. 9031, T.H. 10
 RP0029'WESTBOUND OVER THE BUFFALO RIVER.  NW 1/4 SECTION 12, T 139N, R 44W
 RP0029
 RP0029                          STATION RECOVERY (2000)
 RP0029
 RP0029'RECOVERY NOTE BY MN DEPT OF TRANSP 2000 (WAS)
 RP0029'THE MARK WAS RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.
 RP0029'THE MARK IS AT SE EDGE OF HAWLEY, IN ABUT IN NE COR OF WB TH 10 BRDG
 RP0029'NO 9031 OVER BUFFALO RIVER, AT TH 10 MP 21.8, 0.35 MI (0.56 KM) EAST
 RP0029'OF CO RD 31, 25.5 FT (7.8 M) NORTH OF WB TH 10.
 RP0029
 RP0029                          STATION RECOVERY (2004)
 RP0029
 RP0029'RECOVERY NOTE BY MN DEPT OF TRANSP 2004 (KMS)
 RP0029'RECOVERED AS DESCRIBED.
 RP0029
 RP0029                          STATION RECOVERY (2014)
 RP0029
 RP0029'RECOVERY NOTE BY MN DEPT OF TRANSP 2014 (KMS)
 RP0029'AT SOUTHEAST EDGE OF HAWLEY, IN BRIDGE ABUTMENT IN SOUTHEAST CORNER OF
 RP0029'WESTBOUND TRUNK HIGHWAY 10 BRIDGE NUMBER 9031 OVER BUFFALO RIVER, 0.55
 RP0029'MI (0.9 KM) EAST ALONG TRUNK HIGHWAY 10  FROM THE JUNCTION OF TRUNK
 RP0029'HIGHWAY 10 AND COUNTY ROAD 31 IN HAWLEY, AT TRUNK HIGHWAY 10 MILE
 RP0029'POINT 21.95, 23.8 FT (7.3 M) NORTH OF WESTBOUND TRUNK HIGHWAY 10.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DF8004 ***********************************************************************
 DF8004  DESIGNATION -  1401 AK
 DF8004  PID         -  DF8004
 DF8004  STATE/COUNTY-  MN/CLAY
 DF8004  COUNTRY     -  US
 DF8004  USGS QUAD   -  DILWORTH (2019)
 DF8004
 DF8004                         *CURRENT SURVEY CONTROL
 DF8004  ______________________________________________________________________
 DF8004* NAD 83(2011) POSITION- 46 52 35.73452(N) 096 44 34.19226(W)   ADJUSTED
 DF8004* NAD 83(2011) ELLIP HT-   249.477 (meters)        (06/27/12)   ADJUSTED
 DF8004* NAD 83(2011) EPOCH   -  2010.00
 DF8004* NAVD 88 ORTHO HEIGHT -   275.905 (meters)      905.20  (feet) ADJUSTED
 DF8004  ______________________________________________________________________
 DF8004  GEOID HEIGHT    -        -26.521 (meters)                     GEOID18
 DF8004  NAD 83(2011) X  -   -512,846.723 (meters)                     COMP
 DF8004  NAD 83(2011) Y  - -4,337,669.731 (meters)                     COMP
 DF8004  NAD 83(2011) Z  -  4,632,579.662 (meters)                     COMP
 DF8004  LAPLACE CORR    -         -2.60  (seconds)                    DEFLEC18
 DF8004  DYNAMIC HEIGHT  -        275.930 (meters)      905.28  (feet) COMP
 DF8004  MODELED GRAVITY -    980,695.7   (mgal)                       NAVD 88
 DF8004
 DF8004  VERT ORDER      -  SECOND    CLASS I
 DF8004
 DF8004  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DF8004  Standards:
 DF8004         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DF8004            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DF8004  -------------------------------------------------------------------
 DF8004  NETWORK    0.45   0.67           0.20   0.16   0.34     -0.02349544
 DF8004  -------------------------------------------------------------------
 DF8004  Click here for local accuracies and other accuracy information.
 DF8004
 DF8004.The horizontal coordinates were established by GPS observations
 DF8004.and adjusted by the National Geodetic Survey in June 2012.
 DF8004
 DF8004.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DF8004.been affixed to the stable North American tectonic plate. See 
 DF8004.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DF8004
 DF8004.The horizontal coordinates are valid at the epoch date displayed above
 DF8004.which is a decimal equivalence of Year/Month/Day.
 DF8004
 DF8004.The orthometric height was determined by differential leveling and
 DF8004.adjusted by the NATIONAL GEODETIC SURVEY
 DF8004.in April 2024.
 DF8004
 DF8004.Significant digits in the geoid height do not necessarily reflect accuracy.
 DF8004.GEOID18 height accuracy estimate available here.
 DF8004
 DF8004.Click photographs - Photos may exist for this station.
 DF8004
 DF8004.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DF8004
 DF8004.The Laplace correction was computed from DEFLEC18 derived deflections.
 DF8004
 DF8004.The ellipsoidal height was determined by GPS observations
 DF8004.and is referenced to NAD 83.
 DF8004
 DF8004.The dynamic height is computed by dividing the NAVD 88
 DF8004.geopotential number by the normal gravity value computed on the
 DF8004.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DF8004.degrees latitude (g = 980.6199 gals.).
 DF8004
 DF8004.The modeled gravity was interpolated from observed gravity values.
 DF8004
 DF8004. The following values were computed from the NAD 83(2011) position.
 DF8004
 DF8004;                    North         East     Units Scale Factor Converg.
 DF8004;SPC MN C     -   311,571.539   610,006.830   MT  0.99996672   -1 48 11.8
 DF8004;SPC MN C     - 1,022,214.29  2,001,330.74   sFT  0.99996672   -1 48 11.8
 DF8004;UTM  14      - 5,193,923.843   671,994.418   MT  0.99996360   +1 38 52.3
 DF8004
 DF8004!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF8004!SPC MN C     -   0.99996090  x   0.99996672  =   0.99992762
 DF8004!UTM  14      -   0.99996090  x   0.99996360  =   0.99992450
 DF8004
 DF8004:                Primary Azimuth Mark                     Grid Az
 DF8004:SPC MN C     -  1401 AL RESET                            090 41 37.6
 DF8004:UTM  14      -  1401 AL RESET                            087 14 33.5
 DF8004
 DF8004_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPS7199493923(NAD 83)
 DF8004
 DF8004|---------------------------------------------------------------------|
 DF8004| PID    Reference Object                     Distance      Geod. Az  |
 DF8004|                                                           dddmmss.s |
 DF8004| DM1807 1401 AL RESET                       APPROX. 0.9 KM 0885325.8 |
 DF8004|---------------------------------------------------------------------|
 DF8004
 DF8004                          SUPERSEDED SURVEY CONTROL
 DF8004
 DF8004  NAD 83(2007)-  46 52 35.73473(N)    096 44 34.19304(W) AD(2002.00) 1
 DF8004  ELLIP H (01/24/11)  249.466  (m)                       GP(2002.00) 1 2
 DF8004  NAVD 88             275.90   (m)          905.2    (f) LEVELING    3  
 DF8004  NAVD 88 (08/26/19)  275.910  (m)          905.21   (f) SUPERSEDED  2 1
 DF8004  NAVD 88             276.00   (m)          905.5    (f) LEVELING    3  
 DF8004  NAVD 88 (04/16/04)  275.996  (m)          905.50   (f) SUPERSEDED  2 1
 DF8004
 DF8004.Superseded values are not recommended for survey control.
 DF8004
 DF8004.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF8004.See file dsdata.pdf to determine how the superseded data were derived.
 DF8004
 DF8004_MARKER: DD = SURVEY DISK
 DF8004_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DF8004_STAMPING: 1401 AK 1994
 DF8004_MARK LOGO: MNDT
 DF8004_PROJECTION: FLUSH
 DF8004_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DF8004_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DF8004_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF8004+SATELLITE: SATELLITE OBSERVATIONS - June 27, 2023
 DF8004_ROD/PIPE-DEPTH: 15.2 meters
 DF8004
 DF8004  HISTORY     - Date     Condition        Report By
 DF8004  HISTORY     - 19940808 MONUMENTED       MNDT
 DF8004  HISTORY     - 20030114 GOOD             MNDT
 DF8004  HISTORY     - 20090922 GOOD             MNDT
 DF8004  HISTORY     - 20120823 GOOD             MNDT
 DF8004  HISTORY     - 20140616 GOOD             MNDT
 DF8004  HISTORY     - 20220928 GOOD             MNDT
 DF8004  HISTORY     - 20230627 GOOD             MNDT
 DF8004
 DF8004                          STATION DESCRIPTION
 DF8004
 DF8004'DESCRIBED BY MN DEPT OF TRANSP 1994 (WAS)
 DF8004'0.3 MI (0.5 KM) EAST OF MOORHEAD, 0.05 MI (0.08 KM) EAST ALONG TH 10
 DF8004'FROM EAST JCT OF TH 10 AND TH 75 IN MOORHEAD, AT TH 10 MP 1.55, 98.5
 DF8004'FT (30.0 M) NORTH OF WB TH 10, 160.5 FT (48.9 M) ESE OF NB TH 75, 30.0
 DF8004'FT (9.1 M) WSW OF SIGN BASE, 27.3 FT (8.3 M) ESE OF FENCE COR, 20.9 FT
 DF8004'(6.4 M) ESE OF R/W POST, 14.2 FT (4.3 M) SSW OF METAL SIGN POLE, 1.0
 DF8004'FT (0.3 M) WEST OF WIT POST, MARK IS MNDT ALUMINUM DISK ON 50 FT (15.2
 DF8004'M) LONG DRIVEN ROD.
 DF8004
 DF8004                          STATION RECOVERY (2003)
 DF8004
 DF8004'RECOVERY NOTE BY MN DEPT OF TRANSP 2003 (DKH)
 DF8004'RECOVERED AS DESCRIBED.
 DF8004
 DF8004                          STATION RECOVERY (2009)
 DF8004
 DF8004'RECOVERY NOTE BY MN DEPT OF TRANSP 2009 (KMS)
 DF8004'THE MARK WAS RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.
 DF8004'THE MARK IS 0.3 MILE EAST OF MOORHEAD, 0.05 MILE EAST ALONG TRUNK
 DF8004'HIGHWAY 10 FROM EAST JUNCTION OF TRUNK HIGHWAY 10 AND TRUNK HIGHWAY 75
 DF8004'IN MOORHEAD, AT TRUNK HIGHWAY 10 MILEPOINT 1.55, 98.5 FEET NORTH OF
 DF8004'WESTBOUND TRUNK HIGHWAY 10, 160.5 FEET EAST-SOUTHEAST OF NORTHBOUND
 DF8004'TRUNK HIGHWAY 75, 30 FEET WEST-SOUTHWEST OF SIGN BASE, 27.3 FEET
 DF8004'EAST-SOUTHEAST OF FENCE CORNER, 20.9 FEET EAST-SOUTHEAST OF
 DF8004'RIGHT-OF-WAY POST, 14.2 FEET SOUTH-SOUTHWEST OF METAL SIGN POLE, 1.0
 DF8004'FOOT WEST OF WITNESS POST.
 DF8004
 DF8004                          STATION RECOVERY (2012)
 DF8004
 DF8004'RECOVERY NOTE BY MN DEPT OF TRANSP 2012 (MAS)
 DF8004'RECOVERED AS DESCRIBED.
 DF8004
 DF8004                          STATION RECOVERY (2014)
 DF8004
 DF8004'RECOVERY NOTE BY MN DEPT OF TRANSP 2014 (KMS)
 DF8004'RECOVERED AS DESCRIBED.
 DF8004
 DF8004                          STATION RECOVERY (2022)
 DF8004
 DF8004'RECOVERY NOTE BY MN DEPT OF TRANSP 2022 (KMS)
 DF8004'RECOVERED IN GOOD CONDITION.
 DF8004'
 DF8004'NOTE-THE MARK WAS LOCATED ABOUT IN MOORHEAD, 0.05 MI (0.08 KM) EAST
 DF8004'ALONG TRUNK HIGHWAY 10 FROM THE EAST JUNCTION OF TRUNK HIGHWAY 10 AND
 DF8004'TRUNK HIGHWAY 75 IN MOORHEAD, AT TRUNK HIGHWAY 10 MILE POINT 1.55.
 DF8004'
 DF8004'IT IS 98.5 FT (30.0 M) NORTH OF WESTBOUND TRUNK HIGHWAY 10, 160.5 FT
 DF8004'(48.9 M) EAST-SOUTHEAST OF NORTHBOUND TRUNK HIGHWAY 75, 30.0 FT (9.1
 DF8004'M) WEST-SOUTHWEST OF A SIGN BASE, 27.3 FT (8.3 M) EAST-SOUTHEAST OF A
 DF8004'FENCE CORNER, 20.9 FT (6.4 M) EAST-SOUTHEAST OF A RIGHT-OF-WAY POST, A
 DF8004'14.2 FT (4.3 M) SOUTH-SOUTHWEST OF A METAL SIGN POLE AND 1.0 FT (0.3
 DF8004'M) WEST OF A WITNESS POST.
 DF8004
 DF8004                          STATION RECOVERY (2023)
 DF8004
 DF8004'RECOVERY NOTE BY MN DEPT OF TRANSP 2023 (EXR)
 DF8004'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DM1807 ***********************************************************************
 DM1807  DESIGNATION -  1401 AL RESET
 DM1807  PID         -  DM1807
 DM1807  STATE/COUNTY-  MN/CLAY
 DM1807  COUNTRY     -  US
 DM1807  USGS QUAD   -  DILWORTH (2019)
 DM1807
 DM1807                         *CURRENT SURVEY CONTROL
 DM1807  ______________________________________________________________________
 DM1807* NAD 83(2011) POSITION- 46 52 36.32347(N) 096 43 49.66301(W)   ADJUSTED
 DM1807* NAD 83(2011) ELLIP HT-   250.248 (meters)        (06/27/12)   ADJUSTED
 DM1807* NAD 83(2011) EPOCH   -  2010.00
 DM1807* NAVD 88 ORTHO HEIGHT -   276.683 (meters)      907.75  (feet) ADJUSTED
 DM1807  ______________________________________________________________________
 DM1807  GEOID HEIGHT    -        -26.531 (meters)                     GEOID18
 DM1807  NAD 83(2011) X  -   -511,908.784 (meters)                     COMP
 DM1807  NAD 83(2011) Y  - -4,337,767.686 (meters)                     COMP
 DM1807  NAD 83(2011) Z  -  4,632,592.657 (meters)                     COMP
 DM1807  LAPLACE CORR    -         -2.43  (seconds)                    DEFLEC18
 DM1807  DYNAMIC HEIGHT  -        276.708 (meters)      907.83  (feet) COMP
 DM1807  MODELED GRAVITY -    980,696.3   (mgal)                       NAVD 88
 DM1807
 DM1807  VERT ORDER      -  SECOND    CLASS I
 DM1807
 DM1807  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DM1807  Standards:
 DM1807         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DM1807            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DM1807  -------------------------------------------------------------------
 DM1807  NETWORK    0.37   0.59           0.17   0.13   0.30     -0.08453263
 DM1807  -------------------------------------------------------------------
 DM1807  Click here for local accuracies and other accuracy information.
 DM1807
 DM1807.The horizontal coordinates were established by GPS observations
 DM1807.and adjusted by the National Geodetic Survey in June 2012.
 DM1807
 DM1807.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DM1807.been affixed to the stable North American tectonic plate. See 
 DM1807.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DM1807
 DM1807.The horizontal coordinates are valid at the epoch date displayed above
 DM1807.which is a decimal equivalence of Year/Month/Day.
 DM1807
 DM1807.The orthometric height was determined by differential leveling and
 DM1807.adjusted by the NATIONAL GEODETIC SURVEY
 DM1807.in April 2024.
 DM1807
 DM1807.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM1807.GEOID18 height accuracy estimate available here.
 DM1807
 DM1807.Click photographs - Photos may exist for this station.
 DM1807
 DM1807.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DM1807
 DM1807.The Laplace correction was computed from DEFLEC18 derived deflections.
 DM1807
 DM1807.The ellipsoidal height was determined by GPS observations
 DM1807.and is referenced to NAD 83.
 DM1807
 DM1807.The dynamic height is computed by dividing the NAVD 88
 DM1807.geopotential number by the normal gravity value computed on the
 DM1807.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM1807.degrees latitude (g = 980.6199 gals.).
 DM1807
 DM1807.The modeled gravity was interpolated from observed gravity values.
 DM1807
 DM1807. The following values were computed from the NAD 83(2011) position.
 DM1807
 DM1807;                    North         East     Units Scale Factor Converg.
 DM1807;SPC MN C     -   311,560.119   610,949.822   MT  0.99996674   -1 47 39.6
 DM1807;SPC MN C     - 1,022,176.82  2,004,424.54   sFT  0.99996674   -1 47 39.6
 DM1807;UTM  14      - 5,193,969.210   672,936.386   MT  0.99996759   +1 39 24.9
 DM1807
 DM1807!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DM1807!SPC MN C     -   0.99996077  x   0.99996674  =   0.99992752
 DM1807!UTM  14      -   0.99996077  x   0.99996759  =   0.99992837
 DM1807
 DM1807:                Primary Azimuth Mark                     Grid Az
 DM1807:SPC MN C     -  1401 AK                                  270 41 37.9
 DM1807:UTM  14      -  1401 AK                                  267 14 33.4
 DM1807
 DM1807_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPS7293693969(NAD 83)
 DM1807
 DM1807|---------------------------------------------------------------------|
 DM1807| PID    Reference Object                     Distance      Geod. Az  |
 DM1807|                                                           dddmmss.s |
 DM1807| DF8004 1401 AK                             APPROX. 0.9 KM 2685358.3 |
 DM1807|---------------------------------------------------------------------|
 DM1807
 DM1807                          SUPERSEDED SURVEY CONTROL
 DM1807
 DM1807  NAD 83(2007)-  46 52 36.32363(N)    096 43 49.66396(W) AD(2002.00) 1
 DM1807  ELLIP H (01/24/11)  250.244  (m)                       GP(2002.00) 1 2
 DM1807  NAVD 88             276.68   (m)          907.7    (f) LEVELING    3  
 DM1807  NAVD 88 (08/26/19)  276.694  (m)          907.79   (f) SUPERSEDED  2 1
 DM1807  NAVD 88 (11/28/11)  276.783  (m)          908.08   (f) SUPERSEDED  2 1
 DM1807  NAVD 88             276.78   (m)          908.1    (f) LEVELING    3  
 DM1807
 DM1807.Superseded values are not recommended for survey control.
 DM1807
 DM1807.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DM1807.See file dsdata.pdf to determine how the superseded data were derived.
 DM1807
 DM1807_MARKER: I = METAL ROD
 DM1807_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DM1807_STAMPING: 1401 AL RESET 2009
 DM1807_MARK LOGO: MNDT
 DM1807_PROJECTION: RECESSED 8 CENTIMETERS
 DM1807_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DM1807_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DM1807_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DM1807+SATELLITE: SATELLITE OBSERVATIONS - June 28, 2023
 DM1807_ROD/PIPE-DEPTH: 13.7 meters
 DM1807
 DM1807  HISTORY     - Date     Condition        Report By
 DM1807  HISTORY     - 20090922 MONUMENTED       MNDT
 DM1807  HISTORY     - 2009     GOOD             MNDT
 DM1807  HISTORY     - 20120823 GOOD             MNDT
 DM1807  HISTORY     - 20140616 GOOD             MNDT
 DM1807  HISTORY     - 20220923 GOOD             MNDT
 DM1807  HISTORY     - 20230628 GOOD             MNDT
 DM1807
 DM1807                          STATION DESCRIPTION
 DM1807
 DM1807'DESCRIBED BY MN DEPT OF TRANSP 2009
 DM1807'THE MARK IS 1.0 MILE EAST OF MOORHEAD, 0.6 MILE EAST OF THE JUNCTION
 DM1807'OF TRUNK HIGHWAY 75 NORTH WITH TRUNK HIGHWAY 10, 70 FEET NORTH OF
 DM1807'WESTBOUND TRUNK HIGHWAY 10 AT MILEPOINT 2.15, 146 FEET WEST OF 32ND
 DM1807'STREET, 93.8 FEET WEST NORTHWEST OF STOP LIGHT POLE, 82 FEET SOUTHWEST
 DM1807'OF CABLE BOX TF3102, 86.5 FEET NORTH EAST OF STREET LIGHT POLE, 6 FEET
 DM1807'SOUTH WEST OF BIKE PATH, 6.0 FEET NORTH OF WITNESS POST
 DM1807
 DM1807                          STATION RECOVERY (2009)
 DM1807
 DM1807'RECOVERY NOTE BY MN DEPT OF TRANSP 2009
 DM1807'RECOVERED IN GOOD CONDITION.
 DM1807'
 DM1807'NOTE - THE STATION MARK CONSISTS OF A 3/4 INCH (19 MM) DIAMETER
 DM1807'ALUMINUM ROD DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL MARK
 DM1807'REMOVABLE DISK SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY
 DM1807'A SIX-INCH PVC PIPE BACKFILLED WITH WASHED SAND.
 DM1807
 DM1807                          STATION RECOVERY (2012)
 DM1807
 DM1807'RECOVERY NOTE BY MN DEPT OF TRANSP 2012 (MAS)
 DM1807'1.0 MILE EAST OF MOORHEAD, 0.6 MILE EAST ALONG TRUNK HIGHWAY 10 FROM
 DM1807'JUNCTION OF TRUNK HIGHWAY 10 AND TRUNK HIGHWAY 75 NORTH, AT TRUNK
 DM1807'HIGHWAY 10 MILEPOINT 2.15, 70 FEET NORTH OF WESTBOUND TRUNK HIGHWAY
 DM1807'10, 146 FEET WEST OF 32ND STREET, 93.8 FEET WEST NORTHWEST OF STOP
 DM1807'LIGHT POLE, 86.5 FEET NORTH EAST OF STREET LIGHT POLE, 82 FEET
 DM1807'SOUTHWEST OF CABLE BOX TF3102, 6 FEET SOUTH WEST OF BIKE PATH, 6.0
 DM1807'FEET NORTH OF WITNESS POST.
 DM1807
 DM1807                          STATION RECOVERY (2014)
 DM1807
 DM1807'RECOVERY NOTE BY MN DEPT OF TRANSP 2014 (KMS)
 DM1807'RECOVERED AS DESCRIBED.
 DM1807'
 DM1807'NOTE - THE STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM
 DM1807'ROD DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION REMOVABLE
 DM1807'DISK SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH
 DM1807'PVC PIPE BACK FILLED WITH WASHED SAND.
 DM1807
 DM1807                          STATION RECOVERY (2022)
 DM1807
 DM1807'RECOVERY NOTE BY MN DEPT OF TRANSP 2022 (KMS)
 DM1807'RECOVERED IN GOOD CONDITION.
 DM1807'
 DM1807'NOTE-70.0 FT (21.3 M) NORTH OF WESTBOUND TRUNK HIGHWAY 10, 146.0 FT
 DM1807'(44.5 M) WEST OF 32ND STREET, 93.8 FT (28.6 M) WEST-NORTHWEST OF A
 DM1807'STOP LIGHT POLE, 86.5 FT (26.4 M) NORTHEAST OF A STREET LIGHT POLE,
 DM1807'82.0 FT (25.0 M) SOUTHWEST OF CABLE BOX TF3102, 6.0 FT (1.8 M)
 DM1807'SOUTHWEST OF A BIKE PATH AND 22.0 FT (6.7 M) NORTH OF A WITNESS POST.
 DM1807
 DM1807                          STATION RECOVERY (2023)
 DM1807
 DM1807'RECOVERY NOTE BY MN DEPT OF TRANSP 2023 (FXP)
 DM1807'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DF8006 ***********************************************************************
 DF8006  DESIGNATION -  1401 AM
 DF8006  PID         -  DF8006
 DF8006  STATE/COUNTY-  MN/CLAY
 DF8006  COUNTRY     -  US
 DF8006  USGS QUAD   -  DILWORTH (2019)
 DF8006
 DF8006                         *CURRENT SURVEY CONTROL
 DF8006  ______________________________________________________________________
 DF8006* NAD 83(2011) POSITION- 46 52 36.10859(N) 096 41 51.34781(W)   ADJUSTED
 DF8006* NAD 83(2011) ELLIP HT-   249.965 (meters)        (06/27/12)   ADJUSTED
 DF8006* NAD 83(2011) EPOCH   -  2010.00
 DF8006* NAVD 88 ORTHO HEIGHT -   276.433 (meters)      906.93  (feet) ADJUSTED
 DF8006  ______________________________________________________________________
 DF8006  GEOID HEIGHT    -        -26.557 (meters)                     GEOID18
 DF8006  NAD 83(2011) X  -   -509,421.063 (meters)                     COMP
 DF8006  NAD 83(2011) Y  - -4,338,065.225 (meters)                     COMP
 DF8006  NAD 83(2011) Z  -  4,632,587.915 (meters)                     COMP
 DF8006  LAPLACE CORR    -         -2.16  (seconds)                    DEFLEC18
 DF8006  DYNAMIC HEIGHT  -        276.458 (meters)      907.01  (feet) COMP
 DF8006  MODELED GRAVITY -    980,696.3   (mgal)                       NAVD 88
 DF8006
 DF8006  VERT ORDER      -  SECOND    CLASS I
 DF8006
 DF8006  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DF8006  Standards:
 DF8006         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DF8006            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DF8006  -------------------------------------------------------------------
 DF8006  NETWORK    0.43   0.67           0.19   0.16   0.34     -0.02290491
 DF8006  -------------------------------------------------------------------
 DF8006  Click here for local accuracies and other accuracy information.
 DF8006
 DF8006.The horizontal coordinates were established by GPS observations
 DF8006.and adjusted by the National Geodetic Survey in June 2012.
 DF8006
 DF8006.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DF8006.been affixed to the stable North American tectonic plate. See 
 DF8006.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DF8006
 DF8006.The horizontal coordinates are valid at the epoch date displayed above
 DF8006.which is a decimal equivalence of Year/Month/Day.
 DF8006
 DF8006.The orthometric height was determined by differential leveling and
 DF8006.adjusted by the NATIONAL GEODETIC SURVEY
 DF8006.in April 2024.
 DF8006
 DF8006.Significant digits in the geoid height do not necessarily reflect accuracy.
 DF8006.GEOID18 height accuracy estimate available here.
 DF8006
 DF8006.Click photographs - Photos may exist for this station.
 DF8006
 DF8006.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DF8006
 DF8006.The Laplace correction was computed from DEFLEC18 derived deflections.
 DF8006
 DF8006.The ellipsoidal height was determined by GPS observations
 DF8006.and is referenced to NAD 83.
 DF8006
 DF8006.The dynamic height is computed by dividing the NAVD 88
 DF8006.geopotential number by the normal gravity value computed on the
 DF8006.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DF8006.degrees latitude (g = 980.6199 gals.).
 DF8006
 DF8006.The modeled gravity was interpolated from observed gravity values.
 DF8006
 DF8006. The following values were computed from the NAD 83(2011) position.
 DF8006
 DF8006;                    North         East     Units Scale Factor Converg.
 DF8006;SPC MN C     -   311,475.562   613,453.669   MT  0.99996673   -1 46 14.0
 DF8006;SPC MN C     - 1,021,899.41  2,012,639.25   sFT  0.99996673   -1 46 14.0
 DF8006;UTM  14      - 5,194,035.542   675,440.797   MT  0.99997832   +1 40 51.3
 DF8006
 DF8006!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF8006!SPC MN C     -   0.99996082  x   0.99996673  =   0.99992755
 DF8006!UTM  14      -   0.99996082  x   0.99997832  =   0.99993914
 DF8006
 DF8006_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPS7544094035(NAD 83)
 DF8006
 DF8006|---------------------------------------------------------------------|
 DF8006| PID    Reference Object                     Distance      Geod. Az  |
 DF8006|                                                           dddmmss.s |
 DF8006| DF8007 1401 A                              324.642 METERS 08912     |
 DF8006|---------------------------------------------------------------------|
 DF8006
 DF8006                          SUPERSEDED SURVEY CONTROL
 DF8006
 DF8006  NAD 83(2007)-  46 52 36.10864(N)    096 41 51.34881(W) AD(2002.00) 1
 DF8006  ELLIP H (01/24/11)  249.997  (m)                       GP(2002.00) 1 2
 DF8006  NAVD 88 (08/26/19)  276.431  (m)          906.92   (f) SUPERSEDED  2 1
 DF8006  NAVD 88 (11/28/11)  276.518  (m)          907.21   (f) SUPERSEDED  2 1
 DF8006  NAVD 88 (04/18/11)  276.507  (m)          907.17   (f) SUPERSEDED  2 1
 DF8006  NAVD 88             276.53   (m)          907.2    (f) LEVELING    3  
 DF8006  NAVD 88 (04/16/04)  276.530  (m)          907.25   (f) SUPERSEDED  2 1
 DF8006
 DF8006.Superseded values are not recommended for survey control.
 DF8006
 DF8006.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF8006.See file dsdata.pdf to determine how the superseded data were derived.
 DF8006
 DF8006_MARKER: DD = SURVEY DISK
 DF8006_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DF8006_STAMPING: 1401 AM 1994
 DF8006_MARK LOGO: MNDT
 DF8006_PROJECTION: FLUSH
 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 - July 12, 2023
 DF8006_ROD/PIPE-DEPTH: 15.2 meters
 DF8006
 DF8006  HISTORY     - Date     Condition        Report By
 DF8006  HISTORY     - 19940808 MONUMENTED       MNDT
 DF8006  HISTORY     - 20000404 GOOD             MNDT
 DF8006  HISTORY     - 20091001 GOOD             MNDT
 DF8006  HISTORY     - 20140616 GOOD             MNDT
 DF8006  HISTORY     - 20220914 GOOD             MNDT
 DF8006  HISTORY     - 20230712 GOOD             MNDT
 DF8006
 DF8006                          STATION DESCRIPTION
 DF8006
 DF8006'DESCRIBED BY MN DEPT OF TRANSP 1994 (WAS)
 DF8006'IN DILLWORTH, 2.25 MI (3.62 KM) EAST ALONG TH 10 FROM EAST JCT OF TH
 DF8006'10 AND TH 7 5 IN MOORHEAD, AT TH 10 MP 3.75, AT NE COR OF NE FOURTH ST
 DF8006'AND TH 10, 61.0 FT (18.6 M) NORTH OF TH 10 (CENTER ST), 35.0 FT (10.7
 DF8006'M) EAST OF NE FOURTH ST, 60.0 FT (18.3 M) NW OF LIGHT POLE, 28.7 FT
 DF8006'(8.7 M) SSE OF FENCE COR, 4.0 FT (1.2 M) NORTH OF SIDEWALK EDGE, MARK
 DF8006'IS MNDT ALUMINUM DISK ON 50 FT (15.2 M) LONG DRIVEN ROD.
 DF8006
 DF8006                          STATION RECOVERY (2000)
 DF8006
 DF8006'RECOVERY NOTE BY MN DEPT OF TRANSP 2000 (DJS)
 DF8006'RECOVERED AS DESCRIBED.
 DF8006
 DF8006                          STATION RECOVERY (2009)
 DF8006
 DF8006'RECOVERY NOTE BY MN DEPT OF TRANSP 2009 (KMS)
 DF8006'THE MARK WAS RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.
 DF8006'THE MARK IS IN DILLWORTH, 2.25 MILES EAST ALONG TRUNK HIGHWAY 10 FROM
 DF8006'EAST JUNCTION OF TRUNK HIGHWAY 10 AND TRUNK HIGHWAY 75 IN MOORHEAD, AT
 DF8006'TRUNK HIGHWAY 10 MILEPOINT 3.75, AT NORTHEAST CORNER OF JUNCTION OF
 DF8006'NORTHEAST 4TH STREET AND TRUNK HIGHWAY 10, 61.0 FEET NORTH OF TRUNK
 DF8006'HIGHWAY 10 (CENTER STREET), 35.0 FEET EAST OF NORTHEAST 4TH STREET,
 DF8006'60.0 FEET NORTHWEST OF LIGHT POLE, 28.7 FEET SOUTH-SOUTHEAST OF FENCE
 DF8006'CORNER, 4.0 FEET NORTH OF SIDEWALK EDGE.
 DF8006
 DF8006                          STATION RECOVERY (2014)
 DF8006
 DF8006'RECOVERY NOTE BY MN DEPT OF TRANSP 2014 (KMS)
 DF8006'RECOVERED AS DESCRIBED.
 DF8006
 DF8006                          STATION RECOVERY (2022)
 DF8006
 DF8006'RECOVERY NOTE BY MN DEPT OF TRANSP 2022 (KMS)
 DF8006'RECOVERED AS DESCRIBED.
 DF8006
 DF8006                          STATION RECOVERY (2023)
 DF8006
 DF8006'RECOVERY NOTE BY MN DEPT OF TRANSP 2023 (SXR)
 DF8006'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DM1808 ***********************************************************************
 DM1808  DESIGNATION -  1401 AP RESET
 DM1808  PID         -  DM1808
 DM1808  STATE/COUNTY-  MN/CLAY
 DM1808  COUNTRY     -  US
 DM1808  USGS QUAD   -  DILWORTH (2019)
 DM1808
 DM1808                         *CURRENT SURVEY CONTROL
 DM1808  ______________________________________________________________________
 DM1808* NAD 83(2011) POSITION- 46 53 53.41256(N) 096 42 55.33504(W)   ADJUSTED
 DM1808* NAD 83(2011) ELLIP HT-   249.393 (meters)        (06/27/12)   ADJUSTED
 DM1808* NAD 83(2011) EPOCH   -  2010.00
 DM1808* NAVD 88 ORTHO HEIGHT -   275.815 (meters)      904.90  (feet) ADJUSTED
 DM1808  ______________________________________________________________________
 DM1808  GEOID HEIGHT    -        -26.505 (meters)                     GEOID18
 DM1808  NAD 83(2011) X  -   -510,562.953 (meters)                     COMP
 DM1808  NAD 83(2011) Y  - -4,336,175.828 (meters)                     COMP
 DM1808  NAD 83(2011) Z  -  4,634,219.028 (meters)                     COMP
 DM1808  LAPLACE CORR    -         -2.32  (seconds)                    DEFLEC18
 DM1808  DYNAMIC HEIGHT  -        275.842 (meters)      904.99  (feet) COMP
 DM1808  MODELED GRAVITY -    980,704.2   (mgal)                       NAVD 88
 DM1808
 DM1808  VERT ORDER      -  SECOND    CLASS I
 DM1808
 DM1808  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DM1808  Standards:
 DM1808         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DM1808            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DM1808  -------------------------------------------------------------------
 DM1808  NETWORK    0.40   0.59           0.18   0.14   0.30     -0.07845688
 DM1808  -------------------------------------------------------------------
 DM1808  Click here for local accuracies and other accuracy information.
 DM1808
 DM1808.The horizontal coordinates were established by GPS observations
 DM1808.and adjusted by the National Geodetic Survey in June 2012.
 DM1808
 DM1808.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DM1808.been affixed to the stable North American tectonic plate. See 
 DM1808.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DM1808
 DM1808.The horizontal coordinates are valid at the epoch date displayed above
 DM1808.which is a decimal equivalence of Year/Month/Day.
 DM1808
 DM1808.The orthometric height was determined by differential leveling and
 DM1808.adjusted by the NATIONAL GEODETIC SURVEY
 DM1808.in August 2019.
 DM1808
 DM1808.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM1808.GEOID18 height accuracy estimate available here.
 DM1808
 DM1808.Click photographs - Photos may exist for this station.
 DM1808
 DM1808.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DM1808
 DM1808.The Laplace correction was computed from DEFLEC18 derived deflections.
 DM1808
 DM1808.The ellipsoidal height was determined by GPS observations
 DM1808.and is referenced to NAD 83.
 DM1808
 DM1808.The dynamic height is computed by dividing the NAVD 88
 DM1808.geopotential number by the normal gravity value computed on the
 DM1808.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM1808.degrees latitude (g = 980.6199 gals.).
 DM1808
 DM1808.The modeled gravity was interpolated from observed gravity values.
 DM1808
 DM1808. The following values were computed from the NAD 83(2011) position.
 DM1808
 DM1808;                    North         East     Units Scale Factor Converg.
 DM1808;SPC MN C     -   313,903.505   612,173.712   MT  0.99997036   -1 47 00.3
 DM1808;SPC MN C     - 1,029,865.08  2,008,439.92   sFT  0.99997036   -1 47 00.3
 DM1808;UTM  14      - 5,196,382.034   674,016.973   MT  0.99997220   +1 40 06.7
 DM1808
 DM1808!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DM1808!SPC MN C     -   0.99996091  x   0.99997036  =   0.99993127
 DM1808!UTM  14      -   0.99996091  x   0.99997220  =   0.99993311
 DM1808
 DM1808_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPS7401696382(NAD 83)
 DM1808
 DM1808                          SUPERSEDED SURVEY CONTROL
 DM1808
 DM1808  NAD 83(2007)-  46 53 53.41274(N)    096 42 55.33601(W) AD(2002.00) 1
 DM1808  ELLIP H (01/24/11)  249.394  (m)                       GP(2002.00) 1 2
 DM1808  NAVD 88 (11/28/11)  275.905  (m)          905.20   (f) SUPERSEDED  2 1
 DM1808  NAVD 88             275.90   (m)          905.2    (f) LEVELING    3  
 DM1808
 DM1808.Superseded values are not recommended for survey control.
 DM1808
 DM1808.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DM1808.See file dsdata.pdf to determine how the superseded data were derived.
 DM1808
 DM1808_MARKER: DD = SURVEY DISK
 DM1808_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DM1808_STAMPING: 1401 AP RESET 2009
 DM1808_MARK LOGO: MNDT
 DM1808_PROJECTION: RECESSED 30 CENTIMETERS
 DM1808_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DM1808_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DM1808_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DM1808+SATELLITE: SATELLITE OBSERVATIONS - June 28, 2023
 DM1808_ROD/PIPE-DEPTH: 15.2 meters
 DM1808
 DM1808  HISTORY     - Date     Condition        Report By
 DM1808  HISTORY     - 20091001 MONUMENTED       MNDT
 DM1808  HISTORY     - 2009     GOOD             MNDT
 DM1808  HISTORY     - 20221012 GOOD             MNDT
 DM1808  HISTORY     - 20230628 GOOD             MNDT
 DM1808
 DM1808                          STATION DESCRIPTION
 DM1808
 DM1808'DESCRIBED BY MN DEPT OF TRANSP 2009
 DM1808'THE MARK IS 1.5 MILES NORTHWEST OF DILWORTH, 1.5 MILES NORTH ALONG
 DM1808'COUNTY ROAD 9 FROM JUNCTION OF TRUNK HIGHWAY 10 AND COUNTY ROAD 9 IN
 DM1808'DILWORTH, 61.5 FEET WEST OF COUNTY ROAD 9, 46 FEET NORTH OF FIELD
 DM1808'ENTRANCE, 34.7 FEET NORTHWEST OF NORTH END OF 24 INCH CULVERT, 6.8
 DM1808'FEET WEST-SOUTHWEST OF POLE, 2.9 FEET NORTH OF WITNESS POST.
 DM1808
 DM1808                          STATION RECOVERY (2009)
 DM1808
 DM1808'RECOVERY NOTE BY MN DEPT OF TRANSP 2009
 DM1808'RECOVERED AS DESCRIBED.
 DM1808
 DM1808                          STATION RECOVERY (2022)
 DM1808
 DM1808'RECOVERY NOTE BY MN DEPT OF TRANSP 2022 (KMS)
 DM1808'RECOVERED AS DESCFRIBED.
 DM1808
 DM1808                          STATION RECOVERY (2023)
 DM1808
 DM1808'RECOVERY NOTE BY MN DEPT OF TRANSP 2023 (FXP)
 DM1808'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DR9698 ***********************************************************************
 DR9698  DESIGNATION -  1401 AQ 1 RESET
 DR9698  PID         -  DR9698
 DR9698  STATE/COUNTY-  MN/CLAY
 DR9698  COUNTRY     -  US
 DR9698  USGS QUAD   -  DALE (2019)
 DR9698
 DR9698                         *CURRENT SURVEY CONTROL
 DR9698  ______________________________________________________________________
 DR9698* NAD 83(2011) POSITION- 46 52 38.70506(N) 096 10 30.14933(W)   ADJUSTED
 DR9698* NAD 83(2011) ELLIP HT-   385.518 (meters)        (02/07/24)   ADJUSTED
 DR9698* NAD 83(2011) EPOCH   -  2010.00
 DR9698* NAVD 88 ORTHO HEIGHT -   412.219 (meters)     1352.42  (feet) ADJUSTED
 DR9698  ______________________________________________________________________
 DR9698  GEOID HEIGHT    -        -26.740 (meters)                     GEOID18
 DR9698  NAD 83(2011) X  -   -469,839.607 (meters)                     COMP
 DR9698  NAD 83(2011) Y  - -4,342,564.755 (meters)                     COMP
 DR9698  NAD 83(2011) Z  -  4,632,741.664 (meters)                     COMP
 DR9698  LAPLACE CORR    -          0.88  (seconds)                    DEFLEC18
 DR9698  DYNAMIC HEIGHT  -        412.242 (meters)     1352.50  (feet) COMP
 DR9698  MODELED GRAVITY -    980,658.4   (mgal)                       NAVD 88
 DR9698
 DR9698  VERT ORDER      -  SECOND    CLASS I
 DR9698
 DR9698  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DR9698  Standards:
 DR9698         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DR9698            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DR9698  -------------------------------------------------------------------
 DR9698  NETWORK    0.64   1.45           0.29   0.22   0.74     -0.10671329
 DR9698  -------------------------------------------------------------------
 DR9698  Click here for local accuracies and other accuracy information.
 DR9698
 DR9698.The horizontal coordinates were established by GPS observations
 DR9698.and adjusted by the MN DEPT OF TRANSP in February 2024.
 DR9698
 DR9698.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DR9698.been affixed to the stable North American tectonic plate. See 
 DR9698.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DR9698
 DR9698.The horizontal coordinates are valid at the epoch date displayed above
 DR9698.which is a decimal equivalence of Year/Month/Day.
 DR9698
 DR9698.The orthometric height was determined by differential leveling and
 DR9698.adjusted by the NATIONAL GEODETIC SURVEY
 DR9698.in April 2024.
 DR9698
 DR9698.Significant digits in the geoid height do not necessarily reflect accuracy.
 DR9698.GEOID18 height accuracy estimate available here.
 DR9698
 DR9698.Click photographs - Photos may exist for this station.
 DR9698
 DR9698.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DR9698
 DR9698.The Laplace correction was computed from DEFLEC18 derived deflections.
 DR9698
 DR9698.The ellipsoidal height was determined by GPS observations
 DR9698.and is referenced to NAD 83.
 DR9698
 DR9698.The dynamic height is computed by dividing the NAVD 88
 DR9698.geopotential number by the normal gravity value computed on the
 DR9698.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DR9698.degrees latitude (g = 980.6199 gals.).
 DR9698
 DR9698.The modeled gravity was interpolated from observed gravity values.
 DR9698
 DR9698. The following values were computed from the NAD 83(2011) position.
 DR9698
 DR9698;                    North         East     Units Scale Factor Converg.
 DR9698;SPC MN C     -   310,456.318   653,273.838   MT  0.99996685   -1 23 33.2
 DR9698;SPC MN C     - 1,018,555.44  2,143,282.58   sFT  0.99996685   -1 23 33.2
 DR9698;UTM  14      - 5,195,416.901   715,254.189   MT  1.00016952   +2 03 45.7
 DR9698
 DR9698!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DR9698!SPC MN C     -   0.99993957  x   0.99996685  =   0.99990642
 DR9698!UTM  14      -   0.99993957  x   1.00016952  =   1.00010908
 DR9698
 DR9698_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQS1525495416(NAD 83)
 DR9698
 DR9698                          SUPERSEDED SURVEY CONTROL
 DR9698
 DR9698.No superseded survey control is available for this station.
 DR9698
 DR9698_MARKER: I = METAL ROD
 DR9698_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DR9698_STAMPING: 1401 AQ 1 RESET 2022
 DR9698_MARK LOGO: MNDT
 DR9698_PROJECTION: RECESSED 8 CENTIMETERS
 DR9698_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DR9698_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DR9698_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DR9698+SATELLITE: SATELLITE OBSERVATIONS - June 12, 2023
 DR9698_ROD/PIPE-DEPTH: 9.14 meters
 DR9698
 DR9698  HISTORY     - Date     Condition        Report By
 DR9698  HISTORY     - 20220616 MONUMENTED       MNDT
 DR9698  HISTORY     - 20220916 GOOD             MNDT
 DR9698  HISTORY     - 20230612 GOOD             MNDT
 DR9698
 DR9698                          STATION DESCRIPTION
 DR9698
 DR9698'DESCRIBED BY MN DEPT OF TRANSP 2022 (KMS)
 DR9698'THE MARK IS LOCATED ABOUT 6.7 MI (10.8 KM) EAST OF HAWLEY, 3.9 MI (6.3
 DR9698'KM) WEST OF LAKE PARK AND 2.9 MI (4.7 KM) SOUTHEAST OF DALE.
 DR9698'
 DR9698'THE MARK WAS LOCATED ABOUT 3.75 MI (6.03 KM) WEST OF LAKE PARK, 3.75
 DR9698'MI (6.03 KM) WEST ALONG TRUNK HIGHWAY 10 FROM THE JUNCTION OF TRUNK
 DR9698'HIGHWAY 10 AND COUNTY ROAD 7 IN LAKE PARK, AT TRUNK HIGHWAY 10 MILE
 DR9698'POINT 28.45.
 DR9698'
 DR9698'IT IS 63.0 FT (19.2 M) NORTH OF WESTBOUND TRUNK HIGHWAY 10, 72.0 FT
 DR9698'(21.9 M) WEST OF 300TH STREET NORTH, 27.8 FT (8.5 M) SOUTHWEST OF A
 DR9698'POWER POLE AND 1.5 FT (0.5 M) SOUTH OF A WITNESS POST.
 DR9698'
 DR9698'NOTE-THE STATION STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER
 DR9698'ALUMINUM ROD DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION
 DR9698'REMOVABLE DISK SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY
 DR9698'A SIX-INCH PVC PIPE BACK FILLED WITH WASHED SAND.
 DR9698
 DR9698                          STATION RECOVERY (2023)
 DR9698
 DR9698'RECOVERY NOTE BY MN DEPT OF TRANSP 2023 (FXP)
 DR9698'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DR9699 ***********************************************************************
 DR9699  DESIGNATION -  1401 AQ 2 RESET
 DR9699  PID         -  DR9699
 DR9699  STATE/COUNTY-  MN/CLAY
 DR9699  COUNTRY     -  US
 DR9699  USGS QUAD   -  LAKE PARK SW (2019)
 DR9699
 DR9699                         *CURRENT SURVEY CONTROL
 DR9699  ______________________________________________________________________
 DR9699* NAD 83(1986) POSITION- 46 51 41.99   (N) 096 11 12.61   (W)   HD_HELD1
 DR9699* NAVD 88 ORTHO HEIGHT -   412.180 (meters)     1352.29  (feet) ADJUSTED
 DR9699  ______________________________________________________________________
 DR9699  GEOID HEIGHT    -        -26.719 (meters)                     GEOID18
 DR9699  DYNAMIC HEIGHT  -        412.203 (meters)     1352.37  (feet) COMP
 DR9699  MODELED GRAVITY -    980,657.1   (mgal)                       NAVD 88
 DR9699
 DR9699  VERT ORDER      -  SECOND    CLASS I
 DR9699
 DR9699.The horizontal coordinates were determined by differentially corrected
 DR9699.hand held GPS observations or other comparable positioning techniques
 DR9699.and have an estimated accuracy of +/- 3 meters.
 DR9699
 DR9699.The orthometric height was determined by differential leveling and
 DR9699.adjusted by the NATIONAL GEODETIC SURVEY
 DR9699.in April 2024.
 DR9699
 DR9699.Significant digits in the geoid height do not necessarily reflect accuracy.
 DR9699.GEOID18 height accuracy estimate available here.
 DR9699
 DR9699.Click photographs - Photos may exist for this station.
 DR9699
 DR9699.The dynamic height is computed by dividing the NAVD 88
 DR9699.geopotential number by the normal gravity value computed on the
 DR9699.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DR9699.degrees latitude (g = 980.6199 gals.).
 DR9699
 DR9699.The modeled gravity was interpolated from observed gravity values.
 DR9699
 DR9699;                    North         East    Units  Estimated Accuracy
 DR9699;SPC MN C     -   308,727.5     652,332.2     MT  (+/- 3 meters HH1 GPS) 
 DR9699
 DR9699_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQS1441893634(NAD 83)
 DR9699
 DR9699                          SUPERSEDED SURVEY CONTROL
 DR9699
 DR9699.No superseded survey control is available for this station.
 DR9699
 DR9699_MARKER: I = METAL ROD
 DR9699_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DR9699_STAMPING: 1401 AQ 2 RESET
 DR9699_MARK LOGO: MNDT
 DR9699_PROJECTION: RECESSED 5 CENTIMETERS
 DR9699_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DR9699_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DR9699_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DR9699+SATELLITE: SATELLITE OBSERVATIONS - September 15, 2022
 DR9699_ROD/PIPE-DEPTH: 6.09 meters
 DR9699
 DR9699  HISTORY     - Date     Condition        Report By
 DR9699  HISTORY     - 20220615 MONUMENTED       MNDT
 DR9699  HISTORY     - 20220915 GOOD             MNDT
 DR9699
 DR9699                          STATION DESCRIPTION
 DR9699
 DR9699'DESCRIBED BY MN DEPT OF TRANSP 2022 (KMS)
 DR9699'THE MARK IS LOCATED ABOUT 6.3 MI (10.1 KM) EAST-SOUTHEAST OF HAWLEY,
 DR9699'4.7 MI (7.6 KM) WEST-SOUTHWEST OF LAKE PARK AND 3.4 MI (5.5 KM)
 DR9699'SOUTH-SOUTHEAST OF DALE.
 DR9699'
 DR9699'THE MARK WAS LOCATED ABOUT 4.0 MI (6.4 KM) WEST OF LAKE PARK, 4.0 MI
 DR9699'(6.4 KM) WEST ALONG TRUNK HIGHWAY 10 FROM THE JUNCTION OF TRUNK
 DR9699'HIGHWAY 10 AND COUNTY ROAD 7 IN LAKE PARK TO TRUNK HIGHWAY 10 MILE
 DR9699'POINT 28.25, THEN 1.25 MI (2.01 KM) SOUTH ON COUNTY ROAD 118.
 DR9699'
 DR9699'IT IS 52.6 FT (16.0 M) WEST OF COUNTY ROAD 118 (297TH STREET SOUTH),
 DR9699'23.3 FT (7.1 M) NORTH OF DRIVEWAY NUMBER 1301 AND 0.5 FT (15 CM) EAST
 DR9699'OF A WITNESS POST.
 DR9699'
 DR9699'NOTE-THE STATION STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER
 DR9699'ALUMINUM ROD DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION
 DR9699'REMOVABLE DISK SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY
 DR9699'A SIX-INCH PVC PIPE BACK FILLED WITH WASHED SAND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DQ2039 ***********************************************************************
 DQ2039  DESIGNATION -  1401 AQ RESET
 DQ2039  PID         -  DQ2039
 DQ2039  STATE/COUNTY-  MN/CLAY
 DQ2039  COUNTRY     -  US
 DQ2039  USGS QUAD   -  DILWORTH (2019)
 DQ2039
 DQ2039                         *CURRENT SURVEY CONTROL
 DQ2039  ______________________________________________________________________
 DQ2039* NAD 83(2011) POSITION- 46 52 36.29624(N) 096 40 22.61288(W)   ADJUSTED
 DQ2039* NAD 83(2011) ELLIP HT-   251.260 (meters)        (12/13/23)   ADJUSTED
 DQ2039* NAD 83(2011) EPOCH   -  2010.00
 DQ2039* NAVD 88 ORTHO HEIGHT -   277.757 (meters)      911.27  (feet) ADJUSTED
 DQ2039  ______________________________________________________________________
 DQ2039  GEOID HEIGHT    -        -26.575 (meters)                     GEOID18
 DQ2039  NAD 83(2011) X  -   -507,554.396 (meters)                     COMP
 DQ2039  NAD 83(2011) Y  - -4,338,280.655 (meters)                     COMP
 DQ2039  NAD 83(2011) Z  -  4,632,592.821 (meters)                     COMP
 DQ2039  LAPLACE CORR    -         -2.25  (seconds)                    DEFLEC18
 DQ2039  DYNAMIC HEIGHT  -        277.782 (meters)      911.36  (feet) COMP
 DQ2039  MODELED GRAVITY -    980,695.6   (mgal)                       NAVD 88
 DQ2039
 DQ2039  VERT ORDER      -  SECOND    CLASS I
 DQ2039
 DQ2039  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DQ2039  Standards:
 DQ2039         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DQ2039            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DQ2039  -------------------------------------------------------------------
 DQ2039  NETWORK    0.56   1.37           0.25   0.20   0.70     -0.16913491
 DQ2039  -------------------------------------------------------------------
 DQ2039  Click here for local accuracies and other accuracy information.
 DQ2039
 DQ2039.The horizontal coordinates were established by GPS observations
 DQ2039.and adjusted by the MN DEPT OF TRANSP in December 2023.
 DQ2039
 DQ2039.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DQ2039.been affixed to the stable North American tectonic plate. See 
 DQ2039.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DQ2039
 DQ2039.The horizontal coordinates are valid at the epoch date displayed above
 DQ2039.which is a decimal equivalence of Year/Month/Day.
 DQ2039
 DQ2039.The orthometric height was determined by differential leveling and
 DQ2039.adjusted by the NATIONAL GEODETIC SURVEY
 DQ2039.in August 2019.
 DQ2039
 DQ2039.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ2039.GEOID18 height accuracy estimate available here.
 DQ2039
 DQ2039.Click photographs - Photos may exist for this station.
 DQ2039
 DQ2039.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DQ2039
 DQ2039.The Laplace correction was computed from DEFLEC18 derived deflections.
 DQ2039
 DQ2039.The ellipsoidal height was determined by GPS observations
 DQ2039.and is referenced to NAD 83.
 DQ2039
 DQ2039.The dynamic height is computed by dividing the NAVD 88
 DQ2039.geopotential number by the normal gravity value computed on the
 DQ2039.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ2039.degrees latitude (g = 980.6199 gals.).
 DQ2039
 DQ2039.The modeled gravity was interpolated from observed gravity values.
 DQ2039
 DQ2039. The following values were computed from the NAD 83(2011) position.
 DQ2039
 DQ2039;                    North         East     Units Scale Factor Converg.
 DQ2039;SPC MN C     -   311,423.592   615,331.877   MT  0.99996674   -1 45 09.8
 DQ2039;SPC MN C     - 1,021,728.90  2,018,801.33   sFT  0.99996674   -1 45 09.8
 DQ2039;UTM  14      - 5,194,096.744   677,318.757   MT  0.99998646   +1 41 56.1
 DQ2039
 DQ2039!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DQ2039!SPC MN C     -   0.99996062  x   0.99996674  =   0.99992736
 DQ2039!UTM  14      -   0.99996062  x   0.99998646  =   0.99994708
 DQ2039
 DQ2039_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPS7731894096(NAD 83)
 DQ2039
 DQ2039                          SUPERSEDED SURVEY CONTROL
 DQ2039
 DQ2039.No superseded survey control is available for this station.
 DQ2039
 DQ2039_MARKER: I = METAL ROD
 DQ2039_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DQ2039_STAMPING: 1401 AQ RESET 2014
 DQ2039_MARK LOGO: MNDT
 DQ2039_PROJECTION: RECESSED 25 CENTIMETERS
 DQ2039_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DQ2039_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ2039_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ2039+SATELLITE: SATELLITE OBSERVATIONS - June 28, 2023
 DQ2039_ROD/PIPE-DEPTH: 15.2 meters
 DQ2039
 DQ2039  HISTORY     - Date     Condition        Report By
 DQ2039  HISTORY     - 20140403 MONUMENTED       MNDT
 DQ2039  HISTORY     - 20220914 GOOD             MNDT
 DQ2039  HISTORY     - 20230628 GOOD             MNDT
 DQ2039
 DQ2039                          STATION DESCRIPTION
 DQ2039
 DQ2039'DESCRIBED BY MN DEPT OF TRANSP 2014
 DQ2039'THE STATION IS LOCATED ABOUT 6.8 MI (10.9 KM) NORTH OF SABIN, 4.5 MI
 DQ2039'(7.2 KM) WEST OF GLYNDON AND 1.4 MI (2.3 KM) EAST OF DILWORTH.
 DQ2039'
 DQ2039'TO REACH THE MARK GO 1.0 MI (1.6 KM) WEST ALONG TRUNK HIGHWAY 10 FROM
 DQ2039'THE JUNCTION OF TRUNK HIGHWAY 10 AND TRUNK HIGHWAY 336 IN WATTS, AT
 DQ2039'TRUNK HIGHWAY 10 MILE POINT 4.9.
 DQ2039'
 DQ2039'THE MARK IS LOCATED 61.3 FT (18.7 M) SOUTH OF TRUNK HIGHWAY 10, 71.2
 DQ2039'FT (21.7 M) WEST OF 60TH ST, 44.2 FT (13.5 M) WEST OF POWER POLE, 8.6
 DQ2039'FT (2.6 M) SOUTH OF A WITNESS POST.
 DQ2039'
 DQ2039'NOTE - THE STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM
 DQ2039'ROD DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION REMOVABLE
 DQ2039'DISK SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH
 DQ2039'PVC PIPE BACK FILLED WITH WASHED SAND.
 DQ2039
 DQ2039                          STATION RECOVERY (2022)
 DQ2039
 DQ2039'RECOVERY NOTE BY MN DEPT OF TRANSP 2022 (KMS)
 DQ2039'RECOVERED AS DESCRIBED.
 DQ2039
 DQ2039                          STATION RECOVERY (2023)
 DQ2039
 DQ2039'RECOVERY NOTE BY MN DEPT OF TRANSP 2023 (EXR)
 DQ2039'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DM4269 ***********************************************************************
 DM4269  DESIGNATION -  1401 AR
 DM4269  PID         -  DM4269
 DM4269  STATE/COUNTY-  MN/CLAY
 DM4269  COUNTRY     -  US
 DM4269  USGS QUAD   -  DILWORTH (2019)
 DM4269
 DM4269                         *CURRENT SURVEY CONTROL
 DM4269  ______________________________________________________________________
 DM4269* NAD 83(2011) POSITION- 46 52 47.12826(N) 096 39 09.48475(W)   ADJUSTED
 DM4269* NAD 83(2011) ELLIP HT-   253.754 (meters)        (05/15/15)   ADJUSTED
 DM4269* NAD 83(2011) EPOCH   -  2010.00
 DM4269* NAVD 88 ORTHO HEIGHT -   280.274 (meters)      919.53  (feet) ADJUSTED
 DM4269  ______________________________________________________________________
 DM4269  GEOID HEIGHT    -        -26.587 (meters)                     GEOID18
 DM4269  NAD 83(2011) X  -   -505,988.203 (meters)                     COMP
 DM4269  NAD 83(2011) Y  - -4,338,219.507 (meters)                     COMP
 DM4269  NAD 83(2011) Z  -  4,632,823.294 (meters)                     COMP
 DM4269  LAPLACE CORR    -         -2.50  (seconds)                    DEFLEC18
 DM4269  DYNAMIC HEIGHT  -        280.299 (meters)      919.61  (feet) COMP
 DM4269  MODELED GRAVITY -    980,695.3   (mgal)                       NAVD 88
 DM4269
 DM4269  VERT ORDER      -  SECOND    CLASS I
 DM4269
 DM4269  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DM4269  Standards:
 DM4269         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DM4269            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DM4269  -------------------------------------------------------------------
 DM4269  NETWORK    0.54   1.04           0.25   0.18   0.53     -0.10689023
 DM4269  -------------------------------------------------------------------
 DM4269  Click here for local accuracies and other accuracy information.
 DM4269
 DM4269.The horizontal coordinates were established by GPS observations
 DM4269.and adjusted by the MN DEPT OF TRANSP in May 2015.
 DM4269
 DM4269.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DM4269.been affixed to the stable North American tectonic plate. See 
 DM4269.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DM4269
 DM4269.The horizontal coordinates are valid at the epoch date displayed above
 DM4269.which is a decimal equivalence of Year/Month/Day.
 DM4269
 DM4269.The orthometric height was determined by differential leveling and
 DM4269.adjusted by the NATIONAL GEODETIC SURVEY
 DM4269.in August 2019.
 DM4269
 DM4269.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM4269.GEOID18 height accuracy estimate available here.
 DM4269
 DM4269.Click photographs - Photos may exist for this station.
 DM4269
 DM4269.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DM4269
 DM4269.The Laplace correction was computed from DEFLEC18 derived deflections.
 DM4269
 DM4269.The ellipsoidal height was determined by GPS observations
 DM4269.and is referenced to NAD 83.
 DM4269
 DM4269.The dynamic height is computed by dividing the NAVD 88
 DM4269.geopotential number by the normal gravity value computed on the
 DM4269.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM4269.degrees latitude (g = 980.6199 gals.).
 DM4269
 DM4269.The modeled gravity was interpolated from observed gravity values.
 DM4269
 DM4269. The following values were computed from the NAD 83(2011) position.
 DM4269
 DM4269;                    North         East     Units Scale Factor Converg.
 DM4269;SPC MN C     -   311,710.759   616,889.755   MT  0.99996724   -1 44 16.9
 DM4269;SPC MN C     - 1,022,671.05  2,023,912.47   sFT  0.99996724   -1 44 16.9
 DM4269;UTM  14      - 5,194,477.196   678,856.554   MT  0.99999319   +1 42 49.8
 DM4269
 DM4269!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DM4269!SPC MN C     -   0.99996023  x   0.99996724  =   0.99992747
 DM4269!UTM  14      -   0.99996023  x   0.99999319  =   0.99995342
 DM4269
 DM4269_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPS7885694477(NAD 83)
 DM4269
 DM4269                          SUPERSEDED SURVEY CONTROL
 DM4269
 DM4269  NAVD 88 (04/18/11)  280.327  (m)          919.71   (f) SUPERSEDED  2 1
 DM4269
 DM4269.Superseded values are not recommended for survey control.
 DM4269
 DM4269.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DM4269.See file dsdata.pdf to determine how the superseded data were derived.
 DM4269
 DM4269_MARKER: DD = SURVEY DISK
 DM4269_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DM4269_STAMPING: 1401 AR 2000
 DM4269_MARK LOGO: MNDT
 DM4269_PROJECTION: RECESSED 8 CENTIMETERS
 DM4269_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DM4269_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DM4269_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DM4269+SATELLITE: SATELLITE OBSERVATIONS - July 12, 2023
 DM4269_ROD/PIPE-DEPTH: 50.3 meters
 DM4269
 DM4269  HISTORY     - Date     Condition        Report By
 DM4269  HISTORY     - 20000403 MONUMENTED       MNDT
 DM4269  HISTORY     - 20140528 GOOD             MNDT
 DM4269  HISTORY     - 20150107 GOOD             MNDT
 DM4269  HISTORY     - 20220912 GOOD             MNDT
 DM4269  HISTORY     - 20230627 GOOD             MNDT
 DM4269  HISTORY     - 20230712 GOOD             MNDT
 DM4269
 DM4269                          STATION DESCRIPTION
 DM4269
 DM4269'DESCRIBED BY MN DEPT OF TRANSP 2000 (WAS)
 DM4269'THE MARK IS 0.2 MI (0.3 KM) NORTH ALONG CO RD 11 FROM JCT OF TH 10 AND
 DM4269'TH 336, 65.0 FT (19.8 M) WEST OF CO RD 11, 25.0 FT (7.6 M) NORTH OF
 DM4269'ENT, 9.3 FT (2.8 M) WEST OF WIT POST.
 DM4269
 DM4269                          STATION RECOVERY (2014)
 DM4269
 DM4269'RECOVERY NOTE BY MN DEPT OF TRANSP 2014 (MAS)
 DM4269'RECOVERED AS DESCRIBED.
 DM4269
 DM4269                          STATION RECOVERY (2015)
 DM4269
 DM4269'RECOVERY NOTE BY MN DEPT OF TRANSP 2015 (MXS)
 DM4269'2.4 MILES EAST-NORTHEAST OF DILWORTH, 0.2 MILE NORTH ALONG COUNTY ROAD
 DM4269'11 FROM JUNCTION OF TRUNK HIGHWAY 10 AND TRUNK HIGHWAY 336 IN WATTS,
 DM4269'THENCE 0.15 MILE WEST AND SOUTH ON 70TH STREET NORTH (DEAD END ROAD),
 DM4269'65.0 FEET WEST OF 70TH STREET NORTH, 25.0 FEET NORTH OF ENTRANCE, 9.3
 DM4269'FEET WEST OF WITNESS POST.
 DM4269
 DM4269                          STATION RECOVERY (2022)
 DM4269
 DM4269'RECOVERY NOTE BY MN DEPT OF TRANSP 2022 (TJD)
 DM4269'RECOVERED AS DESCRIBED.
 DM4269
 DM4269                          STATION RECOVERY (2023)
 DM4269
 DM4269'RECOVERY NOTE BY MN DEPT OF TRANSP 2023 (JXA)
 DM4269'RECOVERED AS DESCRIBED.
 DM4269
 DM4269                          STATION RECOVERY (2023)
 DM4269
 DM4269'RECOVERY NOTE BY MN DEPT OF TRANSP 2023 (SXR)
 DM4269'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DG7108 ***********************************************************************
 DG7108  DESIGNATION -  1401 AR 1
 DG7108  PID         -  DG7108
 DG7108  STATE/COUNTY-  MN/CLAY
 DG7108  COUNTRY     -  US
 DG7108  USGS QUAD   -  DALE (2019)
 DG7108
 DG7108                         *CURRENT SURVEY CONTROL
 DG7108  ______________________________________________________________________
 DG7108* NAD 83(2011) POSITION- 46 52 37.67271(N) 096 11 47.81923(W)   ADJUSTED
 DG7108* NAD 83(2011) ELLIP HT-   376.048 (meters)        (06/27/12)   ADJUSTED
 DG7108* NAD 83(2011) EPOCH   -  2010.00
 DG7108* NAVD 88 ORTHO HEIGHT -   402.761 (meters)     1321.39  (feet) ADJUSTED
 DG7108  ______________________________________________________________________
 DG7108  GEOID HEIGHT    -        -26.746 (meters)                     GEOID18
 DG7108  NAD 83(2011) X  -   -471,476.599 (meters)                     COMP
 DG7108  NAD 83(2011) Y  - -4,342,404.225 (meters)                     COMP
 DG7108  NAD 83(2011) Z  -  4,632,712.959 (meters)                     COMP
 DG7108  LAPLACE CORR    -          0.67  (seconds)                    DEFLEC18
 DG7108  DYNAMIC HEIGHT  -        402.783 (meters)     1321.46  (feet) COMP
 DG7108  MODELED GRAVITY -    980,657.9   (mgal)                       NAVD 88
 DG7108
 DG7108  VERT ORDER      -  SECOND    CLASS I
 DG7108
 DG7108  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DG7108  Standards:
 DG7108         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DG7108            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DG7108  -------------------------------------------------------------------
 DG7108  NETWORK    0.50   0.69           0.23   0.17   0.35      0.02109096
 DG7108  -------------------------------------------------------------------
 DG7108  Click here for local accuracies and other accuracy information.
 DG7108
 DG7108.The horizontal coordinates were established by GPS observations
 DG7108.and adjusted by the National Geodetic Survey in June 2012.
 DG7108
 DG7108.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DG7108.been affixed to the stable North American tectonic plate. See 
 DG7108.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DG7108
 DG7108.The horizontal coordinates are valid at the epoch date displayed above
 DG7108.which is a decimal equivalence of Year/Month/Day.
 DG7108
 DG7108.The orthometric height was determined by differential leveling and
 DG7108.adjusted by the NATIONAL GEODETIC SURVEY
 DG7108.in August 2019.
 DG7108
 DG7108.Significant digits in the geoid height do not necessarily reflect accuracy.
 DG7108.GEOID18 height accuracy estimate available here.
 DG7108
 DG7108.Click photographs - Photos may exist 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 DEFLEC18 derived deflections.
 DG7108
 DG7108.The ellipsoidal height was determined by GPS observations
 DG7108.and is referenced to NAD 83.
 DG7108
 DG7108.The dynamic height is computed by dividing the NAVD 88
 DG7108.geopotential number by the normal gravity value computed on the
 DG7108.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DG7108.degrees latitude (g = 980.6199 gals.).
 DG7108
 DG7108.The modeled gravity was interpolated from observed gravity values.
 DG7108
 DG7108. The following values were computed from the NAD 83(2011) position.
 DG7108
 DG7108;                    North         East     Units Scale Factor Converg.
 DG7108;SPC MN C     -   310,464.641   651,628.945   MT  0.99996681   -1 24 29.4
 DG7108;SPC MN C     - 1,018,582.74  2,137,885.96   sFT  0.99996681   -1 24 29.4
 DG7108;UTM  14      - 5,195,326.057   713,611.458   MT  1.00016086   +2 02 48.9
 DG7108
 DG7108!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG7108!SPC MN C     -   0.99994106  x   0.99996681  =   0.99990787
 DG7108!UTM  14      -   0.99994106  x   1.00016086  =   1.00010191
 DG7108
 DG7108_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQS1361195326(NAD 83)
 DG7108
 DG7108                          SUPERSEDED SURVEY CONTROL
 DG7108
 DG7108  NAD 83(2007)-  46 52 37.67259(N)    096 11 47.82010(W) AD(2002.00) 0
 DG7108  ELLIP H (02/10/07)  376.080  (m)                       GP(2002.00)    
 DG7108  NAD 83(1996)-  46 52 37.67240(N)    096 11 47.82005(W) AD(       ) B
 DG7108  ELLIP H (08/23/05)  376.081  (m)                       GP(       ) 4 2
 DG7108  NAD 83(1996)-  46 52 37.67217(N)    096 11 47.82004(W) AD(       ) B
 DG7108  ELLIP H (09/16/04)  376.096  (m)                       GP(       ) 4 1
 DG7108  NAVD 88 (08/23/05)  402.77   (m)  UNKNOWN  model used  GPS OBS        
 DG7108  NAVD 88 (12/15/04)  402.791  (m)         1321.49   (f) SUPERSEDED  2 1
 DG7108  NAVD 88 (09/16/04)  402.78   (m)  GEOID03  model used  GPS OBS        
 DG7108
 DG7108.Superseded values are not recommended for survey control.
 DG7108
 DG7108.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG7108.See file dsdata.pdf to determine how the superseded data were derived.
 DG7108
 DG7108_MARKER: DD = SURVEY DISK
 DG7108_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DG7108_STAMPING: 1401 AR 1 2000
 DG7108_MARK LOGO: MNDT
 DG7108_PROJECTION: FLUSH
 DG7108_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DG7108_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DG7108_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DG7108+SATELLITE: SATELLITE OBSERVATIONS - September 13, 2022
 DG7108_ROD/PIPE-DEPTH: 9.1 meters
 DG7108
 DG7108  HISTORY     - Date     Condition        Report By
 DG7108  HISTORY     - 20000913 MONUMENTED       MNDT
 DG7108  HISTORY     - 20040810 GOOD             MNDT
 DG7108  HISTORY     - 20050414 GOOD             MNDT
 DG7108  HISTORY     - 20150127 GOOD             MNDT
 DG7108  HISTORY     - 20220913 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.
 DG7108
 DG7108                          STATION RECOVERY (2015)
 DG7108
 DG7108'RECOVERY NOTE BY MN DEPT OF TRANSP 2015 (KXJ)
 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, 2 FEET NORTH OF
 DG7108'WITNESS POST.
 DG7108
 DG7108                          STATION RECOVERY (2022)
 DG7108
 DG7108'RECOVERY NOTE BY MN DEPT OF TRANSP 2022 (KMS)
 DG7108'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DG7142 ***********************************************************************
 DG7142  DESIGNATION -  1401 AU
 DG7142  PID         -  DG7142
 DG7142  STATE/COUNTY-  MN/CLAY
 DG7142  COUNTRY     -  US
 DG7142  USGS QUAD   -  HAWLEY NW (2019)
 DG7142
 DG7142                         *CURRENT SURVEY CONTROL
 DG7142  ______________________________________________________________________
 DG7142* NAD 83(2011) POSITION- 46 52 35.68933(N) 096 27 46.77167(W)   ADJUSTED
 DG7142* NAD 83(2011) ELLIP HT-   276.616 (meters)        (05/15/15)   ADJUSTED
 DG7142* NAD 83(2011) EPOCH   -  2010.00
 DG7142* NAVD 88 ORTHO HEIGHT -   303.294 (meters)      995.06  (feet) ADJUSTED
 DG7142  ______________________________________________________________________
 DG7142  GEOID HEIGHT    -        -26.751 (meters)                     GEOID18
 DG7142  NAD 83(2011) X  -   -491,657.225 (meters)                     COMP
 DG7142  NAD 83(2011) Y  - -4,340,142.232 (meters)                     COMP
 DG7142  NAD 83(2011) Z  -  4,632,598.517 (meters)                     COMP
 DG7142  LAPLACE CORR    -         -1.18  (seconds)                    DEFLEC18
 DG7142  DYNAMIC HEIGHT  -        303.315 (meters)      995.13  (feet) COMP
 DG7142  MODELED GRAVITY -    980,676.9   (mgal)                       NAVD 88
 DG7142
 DG7142  VERT ORDER      -  SECOND    CLASS I
 DG7142
 DG7142  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DG7142  Standards:
 DG7142         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DG7142            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DG7142  -------------------------------------------------------------------
 DG7142  NETWORK    0.52   1.08           0.24   0.18   0.55     -0.07069124
 DG7142  -------------------------------------------------------------------
 DG7142  Click here for local accuracies and other accuracy information.
 DG7142
 DG7142.The horizontal coordinates were established by GPS observations
 DG7142.and adjusted by the MN DEPT OF TRANSP in May 2015.
 DG7142
 DG7142.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DG7142.been affixed to the stable North American tectonic plate. See 
 DG7142.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DG7142
 DG7142.The horizontal coordinates are valid at the epoch date displayed above
 DG7142.which is a decimal equivalence of Year/Month/Day.
 DG7142
 DG7142.The orthometric height was determined by differential leveling and
 DG7142.adjusted by the NATIONAL GEODETIC SURVEY
 DG7142.in August 2019.
 DG7142
 DG7142.Significant digits in the geoid height do not necessarily reflect accuracy.
 DG7142.GEOID18 height accuracy estimate available here.
 DG7142
 DG7142.Click photographs - Photos may exist for this station.
 DG7142
 DG7142.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DG7142
 DG7142.The Laplace correction was computed from DEFLEC18 derived deflections.
 DG7142
 DG7142.The ellipsoidal height was determined by GPS observations
 DG7142.and is referenced to NAD 83.
 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. The following values were computed from the NAD 83(2011) position.
 DG7142
 DG7142;                    North         East     Units Scale Factor Converg.
 DG7142;SPC MN C     -   310,936.544   631,329.052   MT  0.99996671   -1 36 03.1
 DG7142;SPC MN C     - 1,020,130.98  2,071,285.40   sFT  0.99996671   -1 36 03.1
 DG7142;UTM  14      - 5,194,573.944   693,317.120   MT  1.00005935   +1 51 08.2
 DG7142
 DG7142!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG7142!SPC MN C     -   0.99995664  x   0.99996671  =   0.99992335
 DG7142!UTM  14      -   0.99995664  x   1.00005935  =   1.00001599
 DG7142
 DG7142_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPS9331794573(NAD 83)
 DG7142
 DG7142                          SUPERSEDED SURVEY CONTROL
 DG7142
 DG7142  NAVD 88 (12/15/04)  303.345  (m)          995.22   (f) SUPERSEDED  2 1
 DG7142
 DG7142.Superseded values are not recommended for survey control.
 DG7142
 DG7142.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG7142.See file dsdata.pdf to determine how the superseded data were derived.
 DG7142
 DG7142_MARKER: DD = SURVEY DISK
 DG7142_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DG7142_STAMPING: 1401 AU 2001
 DG7142_MARK LOGO: MNDT
 DG7142_PROJECTION: RECESSED 3 CENTIMETERS
 DG7142_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DG7142_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DG7142_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG7142+SATELLITE: SATELLITE OBSERVATIONS - June 13, 2023
 DG7142_ROD/PIPE-DEPTH: 4.3 meters
 DG7142
 DG7142  HISTORY     - Date     Condition        Report By
 DG7142  HISTORY     - 20010913 MONUMENTED       MNDT
 DG7142  HISTORY     - 20090108 GOOD             INDIV
 DG7142  HISTORY     - 20140527 GOOD             MNDT
 DG7142  HISTORY     - 20150122 GOOD             MNDT
 DG7142  HISTORY     - 20220913 GOOD             MNDT
 DG7142  HISTORY     - 20230613 GOOD             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.
 DG7142
 DG7142                          STATION RECOVERY (2009)
 DG7142
 DG7142'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2009 (BH)
 DG7142'BRAD HERZBERG - INTERSTATE ENGINEERING, INC.
 DG7142
 DG7142                          STATION RECOVERY (2014)
 DG7142
 DG7142'RECOVERY NOTE BY MN DEPT OF TRANSP 2014 (MAS)
 DG7142'RECOVERED AS DESCRIBED.
 DG7142
 DG7142                          STATION RECOVERY (2015)
 DG7142
 DG7142'RECOVERY NOTE BY MN DEPT OF TRANSP 2015 (KXS)
 DG7142'5.5 MILES EAST OF GLYNDON, 2.0 MILES EAST ALONG TRUNK HIGHWAY 10 FROM
 DG7142'JUNCTION OF TRUNK HIGHWAY 10 AND TRUNK HIGHWAY 9 (JUNCTION IS 3.5
 DG7142'MILES EAST OF GLYNDON), AT TRUNK HIGHWAY 10 MILEPOINT 14.75, 76.0 FEET
 DG7142'NORTH OF WESTBOUND TRUNK HIGHWAY 10, 119.0 FEET EAST OF TELEPHONE
 DG7142'PEDESTAL, 35.5 FEET WEST OF 160TH STREET NORTH, 2.7 FEET
 DG7142'SOUTH-SOUTHWEST OF FENCE CORNER POST, 1.7 FEET SOUTH OF WITNESS POST.
 DG7142
 DG7142                          STATION RECOVERY (2022)
 DG7142
 DG7142'RECOVERY NOTE BY MN DEPT OF TRANSP 2022 (TJD)
 DG7142'RECOVERED AS DESCRIBED.
 DG7142
 DG7142                          STATION RECOVERY (2023)
 DG7142
 DG7142'RECOVERY NOTE BY MN DEPT OF TRANSP 2023 (SXR)
 DG7142'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DQ2025 ***********************************************************************
 DQ2025  DESIGNATION -  1401 AV RESET
 DQ2025  PID         -  DQ2025
 DQ2025  STATE/COUNTY-  MN/CLAY
 DQ2025  COUNTRY     -  US
 DQ2025  USGS QUAD   -  HAWLEY (2019)
 DQ2025
 DQ2025                         *CURRENT SURVEY CONTROL
 DQ2025  ______________________________________________________________________
 DQ2025* NAD 83(1986) POSITION- 46 52 37.42   (N) 096 21 54.51   (W)   HD_HELD1
 DQ2025* NAVD 88 ORTHO HEIGHT -   357.382 (meters)     1172.51  (feet) ADJUSTED
 DQ2025  ______________________________________________________________________
 DQ2025  GEOID HEIGHT    -        -26.772 (meters)                     GEOID18
 DQ2025  DYNAMIC HEIGHT  -        357.404 (meters)     1172.58  (feet) COMP
 DQ2025  MODELED GRAVITY -    980,662.9   (mgal)                       NAVD 88
 DQ2025
 DQ2025  VERT ORDER      -  SECOND    CLASS I
 DQ2025
 DQ2025.The horizontal coordinates were determined by differentially corrected
 DQ2025.hand held GPS observations or other comparable positioning techniques
 DQ2025.and have an estimated accuracy of +/- 3 meters.
 DQ2025
 DQ2025.The orthometric height was determined by differential leveling and
 DQ2025.adjusted by the NATIONAL GEODETIC SURVEY
 DQ2025.in August 2019.
 DQ2025
 DQ2025.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ2025.GEOID18 height accuracy estimate available here.
 DQ2025
 DQ2025.Click photographs - Photos may exist for this station.
 DQ2025
 DQ2025.The dynamic height is computed by dividing the NAVD 88
 DQ2025.geopotential number by the normal gravity value computed on the
 DQ2025.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ2025.degrees latitude (g = 980.6199 gals.).
 DQ2025
 DQ2025.The modeled gravity was interpolated from observed gravity values.
 DQ2025
 DQ2025;                    North         East    Units  Estimated Accuracy
 DQ2025;SPC MN C     -   310,786.2     638,786.7     MT  (+/- 3 meters HH1 GPS) 
 DQ2025
 DQ2025_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQS0077194873(NAD 83)
 DQ2025
 DQ2025                          SUPERSEDED SURVEY CONTROL
 DQ2025
 DQ2025.No superseded survey control is available for this station.
 DQ2025
 DQ2025_MARKER: I = METAL ROD
 DQ2025_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DQ2025_STAMPING: 1401 AV RESET 2014
 DQ2025_MARK LOGO: MNDT
 DQ2025_PROJECTION: RECESSED 13 CENTIMETERS
 DQ2025_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DQ2025_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ2025_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ2025+SATELLITE: SATELLITE OBSERVATIONS - September 25, 2022
 DQ2025_ROD/PIPE-DEPTH: 7.3 meters
 DQ2025
 DQ2025  HISTORY     - Date     Condition        Report By
 DQ2025  HISTORY     - 20140401 MONUMENTED       MNDT
 DQ2025  HISTORY     - 20220925 GOOD             MNDT
 DQ2025
 DQ2025                          STATION DESCRIPTION
 DQ2025
 DQ2025'DESCRIBED BY MN DEPT OF TRANSP 2014
 DQ2025'THE STATION IS LOCATED ABOUT 10.1 MI (16.3 KM) EAST OF GLYNDON, 7.2 MI
 DQ2025'(11.6 KM) WEST-SOUTHWEST OF DALE AND 2.3 MI (3.7 KM) WEST OF HAWLEY.
 DQ2025'
 DQ2025'THE MARK IS 2.3 MI (3.7 KM) WEST OF HAWLEY, 2.05 MI (3.3 KM) WEST
 DQ2025'ALONG TRUNK HIGHWAY 10 FROM THE JUNCTION OF TRUNK HIGHWAY 10 AND
 DQ2025'COUNTY ROAD 33/COUNTY ROAD 31 IN HAWLEY, AT TRUNK HIGHWAY 10 MILE
 DQ2025'POINT 19.45.
 DQ2025'
 DQ2025'THE MARK IS LOCATED 110.0 FT (33.5 M) NORTH OF WESTBOUND TRUNK HIGHWAY
 DQ2025'10, 46.3 FT (14.1 M) WEST OF 200TH STREET, 1.2 FT (0.4 M) SOUTH OF
 DQ2025'POWER POLE, 20.0 FT (6.1 M) NORTH OF A FIELD ENTRANCE, 0.8 FT (24 CM)
 DQ2025'SOUTH OF A WITNESS POST.
 DQ2025'
 DQ2025'NOTE - THE STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM
 DQ2025'ROD DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION REMOVABLE
 DQ2025'DISK SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH
 DQ2025'PVC PIPE BACK FILLED WITH WASHED SAND.
 DQ2025
 DQ2025                          STATION RECOVERY (2022)
 DQ2025
 DQ2025'RECOVERY NOTE BY MN DEPT OF TRANSP 2022 (KMS)
 DQ2025'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DG7141 ***********************************************************************
 DG7141  DESIGNATION -  1401 AW
 DG7141  PID         -  DG7141
 DG7141  STATE/COUNTY-  MN/CLAY
 DG7141  COUNTRY     -  US
 DG7141  USGS QUAD   -  HAWLEY NW (2019)
 DG7141
 DG7141                         *CURRENT SURVEY CONTROL
 DG7141  ______________________________________________________________________
 DG7141* NAD 83(1986) POSITION- 46 52 38.10   (N) 096 29 37.44   (W)   HD_HELD1
 DG7141* NAVD 88 ORTHO HEIGHT -   291.517 (meters)      956.42  (feet) ADJUSTED
 DG7141  ______________________________________________________________________
 DG7141  GEOID HEIGHT    -        -26.734 (meters)                     GEOID18
 DG7141  DYNAMIC HEIGHT  -        291.540 (meters)      956.49  (feet) COMP
 DG7141  MODELED GRAVITY -    980,681.9   (mgal)                       NAVD 88
 DG7141
 DG7141  VERT ORDER      -  SECOND    CLASS I
 DG7141
 DG7141.The horizontal coordinates were determined by differentially corrected
 DG7141.hand held GPS observations or other comparable positioning techniques
 DG7141.and have an estimated accuracy of +/- 3 meters.
 DG7141
 DG7141.The orthometric height was determined by differential leveling and
 DG7141.adjusted by the NATIONAL GEODETIC SURVEY
 DG7141.in December 2004.
 DG7141
 DG7141.Significant digits in the geoid height do not necessarily reflect accuracy.
 DG7141.GEOID18 height accuracy estimate available here.
 DG7141
 DG7141.Click photographs - Photos may exist for this station.
 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     -   311,076.9     628,988.7     MT  (+/- 3 meters HH1 GPS) 
 DG7141
 DG7141_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPS9097294573(NAD 83)
 DG7141
 DG7141                          SUPERSEDED SURVEY CONTROL
 DG7141
 DG7141.No superseded survey control is available for this station.
 DG7141
 DG7141_MARKER: DV = VERTICAL CONTROL DISK
 DG7141_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DG7141_SP_SET: BRIDGE RAILING
 DG7141_STAMPING: 1401 AW 1997
 DG7141_MARK LOGO: MNDT
 DG7141_MAGNETIC: N = NO MAGNETIC MATERIAL
 DG7141_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DG7141_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DG7141+SATELLITE: SATELLITE OBSERVATIONS - November 18, 2014
 DG7141
 DG7141  HISTORY     - Date     Condition        Report By
 DG7141  HISTORY     - 19970401 MONUMENTED       MNDT
 DG7141  HISTORY     - 20010404 GOOD             MNDT
 DG7141  HISTORY     - 20060907 GOOD             GEOCAC
 DG7141  HISTORY     - 20140527 GOOD             MNDT
 DG7141  HISTORY     - 20141118 GOOD             MNDT
 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'RECOVERED IN GOOD CONDITION.
 DG7141
 DG7141                          STATION RECOVERY (2014)
 DG7141
 DG7141'RECOVERY NOTE BY MN DEPT OF TRANSP 2014 (MAS)
 DG7141'4.0 MI (6.4 KM) EAST OF GLYNDON, IN BRIDGE RAILING IN SOUTHEAST CORNER
 DG7141'OF WESTBOUND TRUNK HIGHWAY 10 BRIDGE NUMBER 14007 OVER BUFFALO RIVER,
 DG7141'0.50 MI (0.8 KM) EAST ALONG TRUNK HIGHWAY 10  FROM THE JUNCTION OF
 DG7141'TRUNK HIGHWAY 10 AND TRUNK HIGHWAY 9 (JUNCTION 3.5 MI (5.6 KM) EAST OF
 DG7141'GLYNDON), AT TRUNK HIGHWAY 10 MILE POINT 13.4, 19.0 FT (5.8 M) SOUTH
 DG7141'OF WESTBOUND TRUNK HIGHWAY 10, 1.5 FT (0.5 M) WEST OF EAST END OF
 DG7141'BRIDGE RAILING.
 DG7141
 DG7141                          STATION RECOVERY (2014)
 DG7141
 DG7141'RECOVERY NOTE BY MN DEPT OF TRANSP 2014 (KDJ)
 DG7141'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DQ2032 ***********************************************************************
 DQ2032  DESIGNATION -  1401 AX
 DQ2032  PID         -  DQ2032
 DQ2032  STATE/COUNTY-  MN/CLAY
 DQ2032  COUNTRY     -  US
 DQ2032  USGS QUAD   -  GLYNDON NORTH (2019)
 DQ2032
 DQ2032                         *CURRENT SURVEY CONTROL
 DQ2032  ______________________________________________________________________
 DQ2032* NAD 83(2011) POSITION- 46 52 38.67750(N) 096 32 46.33545(W)   ADJUSTED
 DQ2032* NAD 83(2011) ELLIP HT-   255.403 (meters)        (02/07/24)   ADJUSTED
 DQ2032* NAD 83(2011) EPOCH   -  2010.00
 DQ2032* NAVD 88 ORTHO HEIGHT -   282.024 (meters)      925.27  (feet) ADJUSTED
 DQ2032  ______________________________________________________________________
 DQ2032  GEOID HEIGHT    -        -26.695 (meters)                     GEOID18
 DQ2032  NAD 83(2011) X  -   -497,950.675 (meters)                     COMP
 DQ2032  NAD 83(2011) Y  - -4,339,342.288 (meters)                     COMP
 DQ2032  NAD 83(2011) Z  -  4,632,646.112 (meters)                     COMP
 DQ2032  LAPLACE CORR    -         -2.33  (seconds)                    DEFLEC18
 DQ2032  DYNAMIC HEIGHT  -        282.046 (meters)      925.35  (feet) COMP
 DQ2032  MODELED GRAVITY -    980,684.1   (mgal)                       NAVD 88
 DQ2032
 DQ2032  VERT ORDER      -  SECOND    CLASS I
 DQ2032
 DQ2032  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DQ2032  Standards:
 DQ2032         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DQ2032            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DQ2032  -------------------------------------------------------------------
 DQ2032  NETWORK    0.60   1.35           0.27   0.21   0.69     -0.13863693
 DQ2032  -------------------------------------------------------------------
 DQ2032  Click here for local accuracies and other accuracy information.
 DQ2032
 DQ2032.The horizontal coordinates were established by GPS observations
 DQ2032.and adjusted by the MN DEPT OF TRANSP in February 2024.
 DQ2032
 DQ2032.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DQ2032.been affixed to the stable North American tectonic plate. See 
 DQ2032.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DQ2032
 DQ2032.The horizontal coordinates are valid at the epoch date displayed above
 DQ2032.which is a decimal equivalence of Year/Month/Day.
 DQ2032
 DQ2032.The orthometric height was determined by differential leveling and
 DQ2032.adjusted by the NATIONAL GEODETIC SURVEY
 DQ2032.in August 2019.
 DQ2032
 DQ2032.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ2032.GEOID18 height accuracy estimate available here.
 DQ2032
 DQ2032.Click photographs - Photos may exist for this station.
 DQ2032
 DQ2032.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DQ2032
 DQ2032.The Laplace correction was computed from DEFLEC18 derived deflections.
 DQ2032
 DQ2032.The ellipsoidal height was determined by GPS observations
 DQ2032.and is referenced to NAD 83.
 DQ2032
 DQ2032.The dynamic height is computed by dividing the NAVD 88
 DQ2032.geopotential number by the normal gravity value computed on the
 DQ2032.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ2032.degrees latitude (g = 980.6199 gals.).
 DQ2032
 DQ2032.The modeled gravity was interpolated from observed gravity values.
 DQ2032
 DQ2032. The following values were computed from the NAD 83(2011) position.
 DQ2032
 DQ2032;                    North         East     Units Scale Factor Converg.
 DQ2032;SPC MN C     -   311,209.313   624,991.165   MT  0.99996685   -1 39 39.8
 DQ2032;SPC MN C     - 1,021,025.89  2,050,491.85   sFT  0.99996685   -1 39 39.8
 DQ2032;UTM  14      - 5,194,464.496   686,973.817   MT  1.00002970   +1 47 29.5
 DQ2032
 DQ2032!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DQ2032!SPC MN C     -   0.99995997  x   0.99996685  =   0.99992682
 DQ2032!UTM  14      -   0.99995997  x   1.00002970  =   0.99998967
 DQ2032
 DQ2032_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPS8697394464(NAD 83)
 DQ2032
 DQ2032                          SUPERSEDED SURVEY CONTROL
 DQ2032
 DQ2032.No superseded survey control is available for this station.
 DQ2032
 DQ2032_MARKER: F = FLANGE-ENCASED ROD
 DQ2032_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DQ2032_STAMPING: 1401 AX 2014
 DQ2032_MARK LOGO: MNDT
 DQ2032_PROJECTION: RECESSED 3 CENTIMETERS
 DQ2032_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DQ2032_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ2032_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ2032+SATELLITE: SATELLITE OBSERVATIONS - June 15, 2023
 DQ2032_ROD/PIPE-DEPTH: 25.6 meters
 DQ2032
 DQ2032  HISTORY     - Date     Condition        Report By
 DQ2032  HISTORY     - 20140611 MONUMENTED       MNDT
 DQ2032  HISTORY     - 20220903 GOOD             MNDT
 DQ2032  HISTORY     - 20230615 GOOD             MNDT
 DQ2032
 DQ2032                          STATION DESCRIPTION
 DQ2032
 DQ2032'DESCRIBED BY MN DEPT OF TRANSP 2014
 DQ2032'THE STATION IS LOCATED ABOUT 8.4 MI (13.5 KM) NORTHEAST OF SABIN, 7.4
 DQ2032'MI (11.9 KM) EAST OF DILWORTH AND 1.5 MI (2.4 KM) EAST OF GLYNDON.
 DQ2032'
 DQ2032'TO REACH THE MARK GO 1.6 MI (2.6 KM) EAST ALONG TRUNK HIGHWAY 10 FROM
 DQ2032'THE JUNCTION OF TRUNK HIGHWAY 10 AND COUNTY ROAD 117 AND COUNTY ROAD
 DQ2032'19 IN GLYNDON, AT TRUNK HIGHWAY 10 MILE POINT 10.35.
 DQ2032'
 DQ2032'THE MARK IS LOCATED 25.0 FT (7.6 M) NORTH OF WESTBOUND TRUNK HIGHWAY
 DQ2032'10 FOG LINE, 1.5 FT (0.5 M) SOUTH OF A WITNESS POST.
 DQ2032'
 DQ2032'NOTE - THE STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM
 DQ2032'ROD DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION REMOVABLE
 DQ2032'DISK SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH
 DQ2032'PVC PIPE BACK FILLED WITH WASHED SAND.
 DQ2032
 DQ2032                          STATION RECOVERY (2022)
 DQ2032
 DQ2032'RECOVERY NOTE BY MN DEPT OF TRANSP 2022 (TJD)
 DQ2032'RECOVERED AS DESCRIBED.
 DQ2032
 DQ2032                          STATION RECOVERY (2023)
 DQ2032
 DQ2032'RECOVERY NOTE BY MN DEPT OF TRANSP 2023 (BXD)
 DQ2032'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DQ2035 ***********************************************************************
 DQ2035  DESIGNATION -  1401 AY
 DQ2035  PID         -  DQ2035
 DQ2035  STATE/COUNTY-  MN/CLAY
 DQ2035  COUNTRY     -  US
 DQ2035  USGS QUAD   -  GLYNDON NORTH (2019)
 DQ2035
 DQ2035                         *CURRENT SURVEY CONTROL
 DQ2035  ______________________________________________________________________
 DQ2035* NAD 83(2011) POSITION- 46 52 36.22744(N) 096 35 39.76980(W)   ADJUSTED
 DQ2035* NAD 83(2011) ELLIP HT-   253.732 (meters)        (04/09/24)   ADJUSTED
 DQ2035* NAD 83(2011) EPOCH   -  2010.00
 DQ2035* NAVD 88 ORTHO HEIGHT -   280.305 (meters)      919.63  (feet) ADJUSTED
 DQ2035  ______________________________________________________________________
 DQ2035  GEOID HEIGHT    -        -26.649 (meters)                     GEOID18
 DQ2035  NAD 83(2011) X  -   -501,605.373 (meters)                     COMP
 DQ2035  NAD 83(2011) Y  - -4,338,975.785 (meters)                     COMP
 DQ2035  NAD 83(2011) Z  -  4,632,593.173 (meters)                     COMP
 DQ2035  LAPLACE CORR    -         -3.02  (seconds)                    DEFLEC18
 DQ2035  DYNAMIC HEIGHT  -        280.328 (meters)      919.71  (feet) COMP
 DQ2035  MODELED GRAVITY -    980,688.1   (mgal)                       NAVD 88
 DQ2035
 DQ2035  VERT ORDER      -  SECOND    CLASS I
 DQ2035
 DQ2035  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DQ2035  Standards:
 DQ2035         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DQ2035            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DQ2035  -------------------------------------------------------------------
 DQ2035  NETWORK    0.64   1.22           0.29   0.22   0.62     -0.12422299
 DQ2035  -------------------------------------------------------------------
 DQ2035  Click here for local accuracies and other accuracy information.
 DQ2035
 DQ2035.The horizontal coordinates were established by GPS observations
 DQ2035.and adjusted by the MN DEPT OF TRANSP in April 2024.
 DQ2035
 DQ2035.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DQ2035.been affixed to the stable North American tectonic plate. See 
 DQ2035.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DQ2035
 DQ2035.The horizontal coordinates are valid at the epoch date displayed above
 DQ2035.which is a decimal equivalence of Year/Month/Day.
 DQ2035
 DQ2035.The orthometric height was determined by differential leveling and
 DQ2035.adjusted by the NATIONAL GEODETIC SURVEY
 DQ2035.in August 2019.
 DQ2035
 DQ2035.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ2035.GEOID18 height accuracy estimate available here.
 DQ2035
 DQ2035.Click photographs - Photos may exist for this station.
 DQ2035
 DQ2035.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DQ2035
 DQ2035.The Laplace correction was computed from DEFLEC18 derived deflections.
 DQ2035
 DQ2035.The ellipsoidal height was determined by GPS observations
 DQ2035.and is referenced to NAD 83.
 DQ2035
 DQ2035.The dynamic height is computed by dividing the NAVD 88
 DQ2035.geopotential number by the normal gravity value computed on the
 DQ2035.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ2035.degrees latitude (g = 980.6199 gals.).
 DQ2035
 DQ2035.The modeled gravity was interpolated from observed gravity values.
 DQ2035
 DQ2035. The following values were computed from the NAD 83(2011) position.
 DQ2035
 DQ2035;                    North         East     Units Scale Factor Converg.
 DQ2035;SPC MN C     -   311,241.256   621,318.162   MT  0.99996674   -1 41 45.2
 DQ2035;SPC MN C     - 1,021,130.69  2,038,441.34   sFT  0.99996674   -1 41 45.2
 DQ2035;UTM  14      - 5,194,275.185   683,305.356   MT  1.00001300   +1 45 22.7
 DQ2035
 DQ2035!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DQ2035!SPC MN C     -   0.99996023  x   0.99996674  =   0.99992697
 DQ2035!UTM  14      -   0.99996023  x   1.00001300  =   0.99997323
 DQ2035
 DQ2035_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPS8330594275(NAD 83)
 DQ2035
 DQ2035                          SUPERSEDED SURVEY CONTROL
 DQ2035
 DQ2035.No superseded survey control is available for this station.
 DQ2035
 DQ2035_MARKER: I = METAL ROD
 DQ2035_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DQ2035_STAMPING: 1404 AY 2014
 DQ2035_MARK LOGO: MNDT
 DQ2035_PROJECTION: RECESSED 10 CENTIMETERS
 DQ2035_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DQ2035_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ2035_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ2035+SATELLITE: SATELLITE OBSERVATIONS - June 21, 2023
 DQ2035_ROD/PIPE-DEPTH: 16.5 meters
 DQ2035
 DQ2035  HISTORY     - Date     Condition        Report By
 DQ2035  HISTORY     - 20140604 MONUMENTED       MNDT
 DQ2035  HISTORY     - 20220910 GOOD             MNDT
 DQ2035  HISTORY     - 20230621 GOOD             MNDT
 DQ2035
 DQ2035                          STATION DESCRIPTION
 DQ2035
 DQ2035'DESCRIBED BY MN DEPT OF TRANSP 2014
 DQ2035'THE STATION IS LOCATED ABOUT 7.3 MI (11.7 KM) NORTH-NORTHEAST OF
 DQ2035'SABIN, 5.1 MI (8.2 KM) EAST OF DILWORTH AND 0.8 MI (1.3 KM) WEST OF
 DQ2035'GLYNDON.
 DQ2035'
 DQ2035'TO REACH THE MARK GO 0.7 MI (1.1 KM) WEST ALONG TRUNK HIGHWAY 10 FROM
 DQ2035'THE JUNCTION OF TRUNK HIGHWAY 10 AND COUNTY ROAD 117 AND COUNTY ROAD
 DQ2035'19 IN GLYNDON, AT TRUNK HIGHWAY 10 MILE POINT 8.6.
 DQ2035'
 DQ2035'THE MARK IS LOCATED 84.2 FT (25.7 M) SOUTH OF EASTBOUND TRUNK HIGHWAY
 DQ2035'10.  47.9 FT (14.6 M) EAST OF A FIELD ENTRANCE, 5 FT (1.5 M) WEST OF A
 DQ2035'WITNESS POST.
 DQ2035'
 DQ2035'NOTE - THE STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM
 DQ2035'ROD DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION REMOVABLE
 DQ2035'DISK SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH
 DQ2035'PVC PIPE BACK FILLED WITH WASHED SAND.
 DQ2035
 DQ2035                          STATION RECOVERY (2022)
 DQ2035
 DQ2035'RECOVERY NOTE BY MN DEPT OF TRANSP 2022 (TJD)
 DQ2035'RECOVERED AS DESCRIBED.
 DQ2035
 DQ2035                          STATION RECOVERY (2023)
 DQ2035
 DQ2035'RECOVERY NOTE BY MN DEPT OF TRANSP 2023 (LXG)
 DQ2035'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DQ2036 ***********************************************************************
 DQ2036  DESIGNATION -  1401 AZ
 DQ2036  PID         -  DQ2036
 DQ2036  STATE/COUNTY-  MN/CLAY
 DQ2036  COUNTRY     -  US
 DQ2036  USGS QUAD   -  GLYNDON NORTH (2019)
 DQ2036
 DQ2036                         *CURRENT SURVEY CONTROL
 DQ2036  ______________________________________________________________________
 DQ2036* NAD 83(2011) POSITION- 46 52 35.72044(N) 096 36 51.89734(W)   ADJUSTED
 DQ2036* NAD 83(2011) ELLIP HT-   251.588 (meters)        (04/09/24)   ADJUSTED
 DQ2036* NAD 83(2011) EPOCH   -  2010.00
 DQ2036* NAVD 88 ORTHO HEIGHT -   278.144 (meters)      912.54  (feet) ADJUSTED
 DQ2036  ______________________________________________________________________
 DQ2036  GEOID HEIGHT    -        -26.628 (meters)                     GEOID18
 DQ2036  NAD 83(2011) X  -   -503,123.761 (meters)                     COMP
 DQ2036  NAD 83(2011) Y  - -4,338,810.012 (meters)                     COMP
 DQ2036  NAD 83(2011) Z  -  4,632,580.906 (meters)                     COMP
 DQ2036  LAPLACE CORR    -         -2.97  (seconds)                    DEFLEC18
 DQ2036  DYNAMIC HEIGHT  -        278.167 (meters)      912.62  (feet) COMP
 DQ2036  MODELED GRAVITY -    980,690.3   (mgal)                       NAVD 88
 DQ2036
 DQ2036  VERT ORDER      -  SECOND    CLASS I
 DQ2036
 DQ2036  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DQ2036  Standards:
 DQ2036         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DQ2036            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DQ2036  -------------------------------------------------------------------
 DQ2036  NETWORK    0.71   1.29           0.32   0.25   0.66     -0.13070569
 DQ2036  -------------------------------------------------------------------
 DQ2036  Click here for local accuracies and other accuracy information.
 DQ2036
 DQ2036.The horizontal coordinates were established by GPS observations
 DQ2036.and adjusted by the MN DEPT OF TRANSP in April 2024.
 DQ2036
 DQ2036.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DQ2036.been affixed to the stable North American tectonic plate. See 
 DQ2036.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DQ2036
 DQ2036.The horizontal coordinates are valid at the epoch date displayed above
 DQ2036.which is a decimal equivalence of Year/Month/Day.
 DQ2036
 DQ2036.The orthometric height was determined by differential leveling and
 DQ2036.adjusted by the NATIONAL GEODETIC SURVEY
 DQ2036.in August 2019.
 DQ2036
 DQ2036.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ2036.GEOID18 height accuracy estimate available here.
 DQ2036
 DQ2036.Click photographs - Photos may exist for this station.
 DQ2036
 DQ2036.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DQ2036
 DQ2036.The Laplace correction was computed from DEFLEC18 derived deflections.
 DQ2036
 DQ2036.The ellipsoidal height was determined by GPS observations
 DQ2036.and is referenced to NAD 83.
 DQ2036
 DQ2036.The dynamic height is computed by dividing the NAVD 88
 DQ2036.geopotential number by the normal gravity value computed on the
 DQ2036.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ2036.degrees latitude (g = 980.6199 gals.).
 DQ2036
 DQ2036.The modeled gravity was interpolated from observed gravity values.
 DQ2036
 DQ2036. The following values were computed from the NAD 83(2011) position.
 DQ2036
 DQ2036;                    North         East     Units Scale Factor Converg.
 DQ2036;SPC MN C     -   311,270.999   619,791.104   MT  0.99996672   -1 42 37.4
 DQ2036;SPC MN C     - 1,021,228.27  2,033,431.31   sFT  0.99996672   -1 42 37.4
 DQ2036;UTM  14      - 5,194,212.920   681,779.213   MT  1.00000615   +1 44 30.0
 DQ2036
 DQ2036!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DQ2036!SPC MN C     -   0.99996056  x   0.99996672  =   0.99992729
 DQ2036!UTM  14      -   0.99996056  x   1.00000615  =   0.99996671
 DQ2036
 DQ2036_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPS8177994212(NAD 83)
 DQ2036
 DQ2036                          SUPERSEDED SURVEY CONTROL
 DQ2036
 DQ2036.No superseded survey control is available for this station.
 DQ2036
 DQ2036_MARKER: F = FLANGE-ENCASED ROD
 DQ2036_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DQ2036_STAMPING: 1401 AZ 2014
 DQ2036_MARK LOGO: MNDT
 DQ2036_PROJECTION: RECESSED 5 CENTIMETERS
 DQ2036_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DQ2036_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ2036_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ2036+SATELLITE: SATELLITE OBSERVATIONS - June 21, 2023
 DQ2036_ROD/PIPE-DEPTH: 18.0 meters
 DQ2036
 DQ2036  HISTORY     - Date     Condition        Report By
 DQ2036  HISTORY     - 20140604 MONUMENTED       MNDT
 DQ2036  HISTORY     - 20210712 GOOD             MNDT
 DQ2036  HISTORY     - 20220912 GOOD             MNDT
 DQ2036  HISTORY     - 20230621 GOOD             MNDT
 DQ2036
 DQ2036                          STATION DESCRIPTION
 DQ2036
 DQ2036'DESCRIBED BY MN DEPT OF TRANSP 2014
 DQ2036'THE STATION IS LOCATED ABOUT 6.9 MI (11.1 KM) NORTH-NORTHEAST OF
 DQ2036'SABIN, 4.2 MI (6.8 KM) EAST OF DILWORTH AND 1.7 MI (2.7 KM) WEST OF
 DQ2036'GLYNDON.
 DQ2036'
 DQ2036'TO REACH THE MARK GO 1.6 MI (2.6 KM) WEST ALONG TRUNK HIGHWAY 10 FROM
 DQ2036'THE JUNCTION OF TRUNK HIGHWAY 10 AND COUNTY ROAD 117 AND COUNTY ROAD
 DQ2036'19 IN GLYNDON, AT TRUNK HIGHWAY 10 MILE POINT 7.6.
 DQ2036'
 DQ2036'THE MARK IS LOCATED 82.4 FT (25.1 M) SOUTH OF EASTBOUND TRUNK HIGHWAY
 DQ2036'10.  41.8 FT (12.7 M) EAST OF A FIELD ENTRANCE, 21.8 FT (6.6 M)
 DQ2036'NORTHEAST OF RIGHT-OF-WAY POST, 5.0 FT (1.5 M) WEST OF A WITNESS POST.
 DQ2036'NOTE - THE STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM
 DQ2036'ROD DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION REMOVABLE
 DQ2036'DISK SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH
 DQ2036'PVC PIPE BACK FILLED WITH WASHED SAND.
 DQ2036
 DQ2036                          STATION RECOVERY (2021)
 DQ2036
 DQ2036'RECOVERY NOTE BY MN DEPT OF TRANSP 2021 (DAS)
 DQ2036'RECOVERED IN GOOD CONDITION.
 DQ2036
 DQ2036                          STATION RECOVERY (2022)
 DQ2036
 DQ2036'RECOVERY NOTE BY MN DEPT OF TRANSP 2022 (TJD)
 DQ2036'RECOVERED AS DESCRIBED.
 DQ2036
 DQ2036                          STATION RECOVERY (2023)
 DQ2036
 DQ2036'RECOVERY NOTE BY MN DEPT OF TRANSP 2023 (LXG)
 DQ2036'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DQ2024 ***********************************************************************
 DQ2024  DESIGNATION -  1401 BA
 DQ2024  PID         -  DQ2024
 DQ2024  STATE/COUNTY-  MN/CLAY
 DQ2024  COUNTRY     -  US
 DQ2024  USGS QUAD   -  HAWLEY (2019)
 DQ2024
 DQ2024                         *CURRENT SURVEY CONTROL
 DQ2024  ______________________________________________________________________
 DQ2024* NAD 83(2011) POSITION- 46 52 34.63196(N) 096 21 54.37945(W)   ADJUSTED
 DQ2024* NAD 83(2011) ELLIP HT-   330.118 (meters)        (02/07/24)   ADJUSTED
 DQ2024* NAD 83(2011) EPOCH   -  2010.00
 DQ2024* NAVD 88 ORTHO HEIGHT -   356.834 (meters)     1170.71  (feet) ADJUSTED
 DQ2024  ______________________________________________________________________
 DQ2024  GEOID HEIGHT    -        -26.772 (meters)                     GEOID18
 DQ2024  NAD 83(2011) X  -   -484,248.311 (meters)                     COMP
 DQ2024  NAD 83(2011) Y  - -4,341,035.900 (meters)                     COMP
 DQ2024  NAD 83(2011) Z  -  4,632,615.246 (meters)                     COMP
 DQ2024  LAPLACE CORR    -          0.06  (seconds)                    DEFLEC18
 DQ2024  DYNAMIC HEIGHT  -        356.855 (meters)     1170.78  (feet) COMP
 DQ2024  MODELED GRAVITY -    980,662.9   (mgal)                       NAVD 88
 DQ2024
 DQ2024  VERT ORDER      -  SECOND    CLASS I
 DQ2024
 DQ2024  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DQ2024  Standards:
 DQ2024         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DQ2024            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DQ2024  -------------------------------------------------------------------
 DQ2024  NETWORK    0.64   1.43           0.29   0.22   0.73     -0.07703980
 DQ2024  -------------------------------------------------------------------
 DQ2024  Click here for local accuracies and other accuracy information.
 DQ2024
 DQ2024.The horizontal coordinates were established by GPS observations
 DQ2024.and adjusted by the MN DEPT OF TRANSP in February 2024.
 DQ2024
 DQ2024.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DQ2024.been affixed to the stable North American tectonic plate. See 
 DQ2024.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DQ2024
 DQ2024.The horizontal coordinates are valid at the epoch date displayed above
 DQ2024.which is a decimal equivalence of Year/Month/Day.
 DQ2024
 DQ2024.The orthometric height was determined by differential leveling and
 DQ2024.adjusted by the NATIONAL GEODETIC SURVEY
 DQ2024.in August 2019.
 DQ2024
 DQ2024.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ2024.GEOID18 height accuracy estimate available here.
 DQ2024
 DQ2024.Click photographs - Photos may exist for this station.
 DQ2024
 DQ2024.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DQ2024
 DQ2024.The Laplace correction was computed from DEFLEC18 derived deflections.
 DQ2024
 DQ2024.The ellipsoidal height was determined by GPS observations
 DQ2024.and is referenced to NAD 83.
 DQ2024
 DQ2024.The dynamic height is computed by dividing the NAVD 88
 DQ2024.geopotential number by the normal gravity value computed on the
 DQ2024.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ2024.degrees latitude (g = 980.6199 gals.).
 DQ2024
 DQ2024.The modeled gravity was interpolated from observed gravity values.
 DQ2024
 DQ2024. The following values were computed from the NAD 83(2011) position.
 DQ2024
 DQ2024;                    North         East     Units Scale Factor Converg.
 DQ2024;SPC MN C     -   310,700.059   638,787.146   MT  0.99996667   -1 31 48.2
 DQ2024;SPC MN C     - 1,019,355.11  2,095,754.16   sFT  0.99996667   -1 31 48.2
 DQ2024;UTM  14      - 5,194,787.174   700,776.740   MT  1.00009548   +1 55 25.7
 DQ2024
 DQ2024!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DQ2024!SPC MN C     -   0.99994826  x   0.99996667  =   0.99991493
 DQ2024!UTM  14      -   0.99994826  x   1.00009548  =   1.00004373
 DQ2024
 DQ2024_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQS0077694787(NAD 83)
 DQ2024
 DQ2024                          SUPERSEDED SURVEY CONTROL
 DQ2024
 DQ2024.No superseded survey control is available for this station.
 DQ2024
 DQ2024_MARKER: F = FLANGE-ENCASED ROD
 DQ2024_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DQ2024_STAMPING: 1401 BA 2014
 DQ2024_MARK LOGO: MNDT
 DQ2024_PROJECTION: RECESSED 5 CENTIMETERS
 DQ2024_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DQ2024_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ2024_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ2024+SATELLITE: SATELLITE OBSERVATIONS - June 14, 2023
 DQ2024_ROD/PIPE-DEPTH: 9.8 meters
 DQ2024
 DQ2024  HISTORY     - Date     Condition        Report By
 DQ2024  HISTORY     - 20140624 MONUMENTED       MNDT
 DQ2024  HISTORY     - 20210712 GOOD             MNDT
 DQ2024  HISTORY     - 20220924 GOOD             MNDT
 DQ2024  HISTORY     - 20230614 GOOD             MNDT
 DQ2024
 DQ2024                          STATION DESCRIPTION
 DQ2024
 DQ2024'DESCRIBED BY MN DEPT OF TRANSP 2014
 DQ2024'THE STATION IS LOCATED ABOUT 10.1 MI (16.3 KM) EAST OF GLYNDON, 7.2 MI
 DQ2024'(11.6 KM) WEST-SOUTHWEST OF DALE AND 2.3 MI (3.7 KM) WEST OF HAWLEY.
 DQ2024'
 DQ2024'TO REACH THE MARK GO 2.0 MI (3.2 KM) WEST ALONG TRUNK HIGHWAY 10 FROM
 DQ2024'THE JUNCTION OF TRUNK HIGHWAY 10 AND COUNTY ROAD 31 IN HAWLEY, AT
 DQ2024'TRUNK HIGHWAY 10 MILE POINT 19.45.
 DQ2024'
 DQ2024'THE MARK IS LOCATED 77.8 FT (23.7 M) SOUTH OF EASTBOUND TRUNK HIGHWAY
 DQ2024'10, 40.0 FT (12.2 M) WEST OF 210TH STREET SOUTH, 12.3 FT (3.7 M) NORTH
 DQ2024'OF RIGHT-OF-WAY POST, 1.5 FT (0.5 M) NORTH OF A WITNESS POST.
 DQ2024'
 DQ2024'NOTE - THE STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM
 DQ2024'ROD DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION REMOVABLE
 DQ2024'DISK SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH
 DQ2024'PVC PIPE BACK FILLED WITH WASHED SAND.
 DQ2024
 DQ2024                          STATION RECOVERY (2021)
 DQ2024
 DQ2024'RECOVERY NOTE BY MN DEPT OF TRANSP 2021 (DAS)
 DQ2024'RECOVERED IN GOOD CONDITION.
 DQ2024
 DQ2024                          STATION RECOVERY (2022)
 DQ2024
 DQ2024'RECOVERY NOTE BY MN DEPT OF TRANSP 2022 (KMS)
 DQ2024'RECOVERED IN GOOD CONDITION.
 DQ2024'
 DQ2024'NOTE-77.8 FT (23.7 M) SOUTH OF EASTBOUND TRUNK HIGHWAY 10.
 DQ2024
 DQ2024                          STATION RECOVERY (2023)
 DQ2024
 DQ2024'RECOVERY NOTE BY MN DEPT OF TRANSP 2023 (SXR)
 DQ2024'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DQ2029 ***********************************************************************
 DQ2029  DESIGNATION -  1401 BB
 DQ2029  PID         -  DQ2029
 DQ2029  STATE/COUNTY-  MN/CLAY
 DQ2029  COUNTRY     -  US
 DQ2029  USGS QUAD   -  HAWLEY NW (2019)
 DQ2029
 DQ2029                         *CURRENT SURVEY CONTROL
 DQ2029  ______________________________________________________________________
 DQ2029* NAD 83(2011) POSITION- 46 52 35.35312(N) 096 29 04.97992(W)   ADJUSTED
 DQ2029* NAD 83(2011) ELLIP HT-   263.216 (meters)        (02/07/24)   ADJUSTED
 DQ2029* NAD 83(2011) EPOCH   -  2010.00
 DQ2029* NAVD 88 ORTHO HEIGHT -   289.894 (meters)      951.09  (feet) ADJUSTED
 DQ2029  ______________________________________________________________________
 DQ2029  GEOID HEIGHT    -        -26.740 (meters)                     GEOID18
 DQ2029  NAD 83(2011) X  -   -493,302.638 (meters)                     COMP
 DQ2029  NAD 83(2011) Y  - -4,339,953.929 (meters)                     COMP
 DQ2029  NAD 83(2011) Z  -  4,632,581.639 (meters)                     COMP
 DQ2029  LAPLACE CORR    -         -1.59  (seconds)                    DEFLEC18
 DQ2029  DYNAMIC HEIGHT  -        289.916 (meters)      951.17  (feet) COMP
 DQ2029  MODELED GRAVITY -    980,680.4   (mgal)                       NAVD 88
 DQ2029
 DQ2029  VERT ORDER      -  SECOND    CLASS I
 DQ2029
 DQ2029  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DQ2029  Standards:
 DQ2029         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DQ2029            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DQ2029  -------------------------------------------------------------------
 DQ2029  NETWORK    0.62   1.41           0.28   0.22   0.72     -0.10424865
 DQ2029  -------------------------------------------------------------------
 DQ2029  Click here for local accuracies and other accuracy information.
 DQ2029
 DQ2029.The horizontal coordinates were established by GPS observations
 DQ2029.and adjusted by the MN DEPT OF TRANSP in February 2024.
 DQ2029
 DQ2029.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DQ2029.been affixed to the stable North American tectonic plate. See 
 DQ2029.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DQ2029
 DQ2029.The horizontal coordinates are valid at the epoch date displayed above
 DQ2029.which is a decimal equivalence of Year/Month/Day.
 DQ2029
 DQ2029.The orthometric height was determined by differential leveling and
 DQ2029.adjusted by the NATIONAL GEODETIC SURVEY
 DQ2029.in August 2019.
 DQ2029
 DQ2029.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ2029.GEOID18 height accuracy estimate available here.
 DQ2029
 DQ2029.Click photographs - Photos may exist for this station.
 DQ2029
 DQ2029.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DQ2029
 DQ2029.The Laplace correction was computed from DEFLEC18 derived deflections.
 DQ2029
 DQ2029.The ellipsoidal height was determined by GPS observations
 DQ2029.and is referenced to NAD 83.
 DQ2029
 DQ2029.The dynamic height is computed by dividing the NAVD 88
 DQ2029.geopotential number by the normal gravity value computed on the
 DQ2029.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ2029.degrees latitude (g = 980.6199 gals.).
 DQ2029
 DQ2029.The modeled gravity was interpolated from observed gravity values.
 DQ2029
 DQ2029. The following values were computed from the NAD 83(2011) position.
 DQ2029
 DQ2029;                    North         East     Units Scale Factor Converg.
 DQ2029;SPC MN C     -   310,972.657   629,673.387   MT  0.99996670   -1 36 59.6
 DQ2029;SPC MN C     - 1,020,249.46  2,065,853.44   sFT  0.99996670   -1 36 59.6
 DQ2029;UTM  14      - 5,194,510.263   691,662.138   MT  1.00005152   +1 50 11.1
 DQ2029
 DQ2029!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DQ2029!SPC MN C     -   0.99995874  x   0.99996670  =   0.99992544
 DQ2029!UTM  14      -   0.99995874  x   1.00005152  =   1.00001026
 DQ2029
 DQ2029_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPS9166294510(NAD 83)
 DQ2029
 DQ2029                          SUPERSEDED SURVEY CONTROL
 DQ2029
 DQ2029.No superseded survey control is available for this station.
 DQ2029
 DQ2029_MARKER: F = FLANGE-ENCASED ROD
 DQ2029_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DQ2029_STAMPING: 1401 BB 2014
 DQ2029_MARK LOGO: MNDT
 DQ2029_PROJECTION: RECESSED 3 CENTIMETERS
 DQ2029_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DQ2029_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ2029_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ2029+SATELLITE: SATELLITE OBSERVATIONS - June 13, 2023
 DQ2029_ROD/PIPE-DEPTH: 4.0 meters
 DQ2029
 DQ2029  HISTORY     - Date     Condition        Report By
 DQ2029  HISTORY     - 20140624 MONUMENTED       MNDT
 DQ2029  HISTORY     - 20210712 GOOD             MNDT
 DQ2029  HISTORY     - 20220914 GOOD             MNDT
 DQ2029  HISTORY     - 20230613 GOOD             MNDT
 DQ2029
 DQ2029                          STATION DESCRIPTION
 DQ2029
 DQ2029'DESCRIBED BY MN DEPT OF TRANSP 2014
 DQ2029'THE STATION IS LOCATED ABOUT 8.4 MI (13.5 KM) NORTH OF DOWNER, 8.0 MI
 DQ2029'(12.9 KM) WEST OF HAWLEY AND 4.4 MI (7.1 KM) EAST OF GLYNDON.
 DQ2029'
 DQ2029'TO REACH THE MARK GO 1.0 MI (1.6 KM) EAST ALONG TRUNK HIGHWAY 10 FROM
 DQ2029'THE JUNCTION OF TRUNK HIGHWAY 10 AND TRUNK HIGHWAY 9 (JUNCTION IS 3.5
 DQ2029'MI (5.6 KM) EAST OF GLYNDON), AT TRUNK HIGHWAY 10 MILE POINT 13.80.
 DQ2029'
 DQ2029'THE MARK IS LOCATED 170.6 FT (52.0 M) WEST OF 150TH STREET NORTH
 DQ2029'EXTENDED, 68.3 FT (20.8 M) SOUTH OF EASTBOUND TRUNK HIGHWAY 10, 1.5 FT
 DQ2029'(0.5 M) NORTH OF A WITNESS POST.
 DQ2029'
 DQ2029'NOTE - THE STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM
 DQ2029'ROD DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION REMOVABLE
 DQ2029'DISK SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH
 DQ2029'PVC PIPE BACK FILLED WITH WASHED SAND.
 DQ2029
 DQ2029                          STATION RECOVERY (2021)
 DQ2029
 DQ2029'RECOVERY NOTE BY MN DEPT OF TRANSP 2021 (DAS)
 DQ2029'RECOVERED IN GOOD CONDITION.
 DQ2029
 DQ2029                          STATION RECOVERY (2022)
 DQ2029
 DQ2029'RECOVERY NOTE BY MN DEPT OF TRANSP 2022 (TJD)
 DQ2029'RECOVERED AS DESCRIBED.
 DQ2029
 DQ2029                          STATION RECOVERY (2023)
 DQ2029
 DQ2029'RECOVERY NOTE BY MN DEPT OF TRANSP 2023 (BXD)
 DQ2029'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DR9702 ***********************************************************************
 DR9702  DESIGNATION -  1401 BC
 DR9702  PID         -  DR9702
 DR9702  STATE/COUNTY-  MN/CLAY
 DR9702  COUNTRY     -  US
 DR9702  USGS QUAD   -  DALE (2019)
 DR9702
 DR9702                         *CURRENT SURVEY CONTROL
 DR9702  ______________________________________________________________________
 DR9702* NAD 83(2011) POSITION- 46 52 37.55298(N) 096 13 39.74959(W)   ADJUSTED
 DR9702* NAD 83(2011) ELLIP HT-   374.454 (meters)        (02/07/24)   ADJUSTED
 DR9702* NAD 83(2011) EPOCH   -  2010.00
 DR9702* NAVD 88 ORTHO HEIGHT -   401.182 (meters)     1316.21  (feet) ADJUSTED
 DR9702  ______________________________________________________________________
 DR9702  GEOID HEIGHT    -        -26.753 (meters)                     GEOID18
 DR9702  NAD 83(2011) X  -   -473,833.125 (meters)                     COMP
 DR9702  NAD 83(2011) Y  - -4,342,149.337 (meters)                     COMP
 DR9702  NAD 83(2011) Z  -  4,632,709.268 (meters)                     COMP
 DR9702  LAPLACE CORR    -          0.59  (seconds)                    DEFLEC18
 DR9702  DYNAMIC HEIGHT  -        401.204 (meters)     1316.28  (feet) COMP
 DR9702  MODELED GRAVITY -    980,658.2   (mgal)                       NAVD 88
 DR9702
 DR9702  VERT ORDER      -  SECOND    CLASS I
 DR9702
 DR9702  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DR9702  Standards:
 DR9702         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DR9702            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DR9702  -------------------------------------------------------------------
 DR9702  NETWORK    0.62   1.39           0.28   0.22   0.71     -0.10410447
 DR9702  -------------------------------------------------------------------
 DR9702  Click here for local accuracies and other accuracy information.
 DR9702
 DR9702.The horizontal coordinates were established by GPS observations
 DR9702.and adjusted by the MN DEPT OF TRANSP in February 2024.
 DR9702
 DR9702.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DR9702.been affixed to the stable North American tectonic plate. See 
 DR9702.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DR9702
 DR9702.The horizontal coordinates are valid at the epoch date displayed above
 DR9702.which is a decimal equivalence of Year/Month/Day.
 DR9702
 DR9702.The orthometric height was determined by differential leveling and
 DR9702.adjusted by the NATIONAL GEODETIC SURVEY
 DR9702.in April 2024.
 DR9702
 DR9702.Significant digits in the geoid height do not necessarily reflect accuracy.
 DR9702.GEOID18 height accuracy estimate available here.
 DR9702
 DR9702.Click photographs - Photos may exist for this station.
 DR9702
 DR9702.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DR9702
 DR9702.The Laplace correction was computed from DEFLEC18 derived deflections.
 DR9702
 DR9702.The ellipsoidal height was determined by GPS observations
 DR9702.and is referenced to NAD 83.
 DR9702
 DR9702.The dynamic height is computed by dividing the NAVD 88
 DR9702.geopotential number by the normal gravity value computed on the
 DR9702.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DR9702.degrees latitude (g = 980.6199 gals.).
 DR9702
 DR9702.The modeled gravity was interpolated from observed gravity values.
 DR9702
 DR9702. The following values were computed from the NAD 83(2011) position.
 DR9702
 DR9702;                    North         East     Units Scale Factor Converg.
 DR9702;SPC MN C     -   310,519.653   649,259.528   MT  0.99996680   -1 25 50.3
 DR9702;SPC MN C     - 1,018,763.23  2,130,112.30   sFT  0.99996680   -1 25 50.3
 DR9702;UTM  14      - 5,195,238.161   711,242.587   MT  1.00014849   +2 01 27.2
 DR9702
 DR9702!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DR9702!SPC MN C     -   0.99994131  x   0.99996680  =   0.99990811
 DR9702!UTM  14      -   0.99994131  x   1.00014849  =   1.00008979
 DR9702
 DR9702_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQS1124295238(NAD 83)
 DR9702
 DR9702                          SUPERSEDED SURVEY CONTROL
 DR9702
 DR9702.No superseded survey control is available for this station.
 DR9702
 DR9702_MARKER: F = FLANGE-ENCASED ROD
 DR9702_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DR9702_STAMPING: 1401 BC 2022
 DR9702_MARK LOGO: MNDT
 DR9702_PROJECTION: RECESSED 3 CENTIMETERS
 DR9702_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DR9702_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DR9702_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DR9702+SATELLITE: SATELLITE OBSERVATIONS - June 13, 2023
 DR9702_ROD/PIPE-DEPTH: 4.87 meters
 DR9702
 DR9702  HISTORY     - Date     Condition        Report By
 DR9702  HISTORY     - 20220727 MONUMENTED       MNDT
 DR9702  HISTORY     - 20220924 GOOD             MNDT
 DR9702  HISTORY     - 20230613 GOOD             MNDT
 DR9702
 DR9702                          STATION DESCRIPTION
 DR9702
 DR9702'DESCRIBED BY MN DEPT OF TRANSP 2022 (BJG)
 DR9702'THE MARK IS LOCATED ABOUT 6.4 MI (10.3 KM) WEST OF LAKE PARK, 4.2 MI
 DR9702'(6.8 KM) EAST OF HAWLEY AND 2.0 MI (3.2 KM) SOUTH-SOUTHWEST OF DALE.
 DR9702'
 DR9702'THE MARK WAS LOCATED ABOUT 4.4 MI (7.1 KM) EAST OF HAWLEY, 1.45 MI
 DR9702'(2.33 KM) EAST ALONG TRUNK HIGHWAY 10 FROM THE JUNCTION OF TRUNK
 DR9702'HIGHWAY 10 AND TRUNK HIGHWAY 32 (THE JUNCTION IS 3.0 MI (4.8 KM) EAST
 DR9702'OF HAWLEY), AT TRUNK HIGHWAY 10 MILE POINT 25.95.
 DR9702'
 DR9702'IT IS 54.2 FT (16.5 M) SOUTH OF EASTBOUND TRUNK HIGHWAY 10, 45.0 FT
 DR9702'(13.7 M) EAST OF A FIELD ENTRANCE, 12.2 FT (3.7 M) NORTH-NORTHWEST OF
 DR9702'A POWER POLE AND 5.0 FT (1.5 M) NORTH OF A WITNESS POST.
 DR9702'
 DR9702'NOTE-THE STATION STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER
 DR9702'ALUMINUM ROD DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION
 DR9702'REMOVABLE DISK SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY
 DR9702'A SIX-INCH PVC PIPE BACK FILLED WITH WASHED SAND.
 DR9702
 DR9702                          STATION RECOVERY (2023)
 DR9702
 DR9702'RECOVERY NOTE BY MN DEPT OF TRANSP 2023 (AXH)
 DR9702'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DR9701 ***********************************************************************
 DR9701  DESIGNATION -  1401 BD
 DR9701  PID         -  DR9701
 DR9701  STATE/COUNTY-  MN/CLAY
 DR9701  COUNTRY     -  US
 DR9701  USGS QUAD   -  DALE (2019)
 DR9701
 DR9701                         *CURRENT SURVEY CONTROL
 DR9701  ______________________________________________________________________
 DR9701* NAD 83(2011) POSITION- 46 52 35.71418(N) 096 12 29.98040(W)   ADJUSTED
 DR9701* NAD 83(2011) ELLIP HT-   378.257 (meters)        (02/07/24)   ADJUSTED
 DR9701* NAD 83(2011) EPOCH   -  2010.00
 DR9701* NAVD 88 ORTHO HEIGHT -   404.974 (meters)     1328.65  (feet) ADJUSTED
 DR9701  ______________________________________________________________________
 DR9701  GEOID HEIGHT    -        -26.748 (meters)                     GEOID18
 DR9701  NAD 83(2011) X  -   -472,369.127 (meters)                     COMP
 DR9701  NAD 83(2011) Y  - -4,342,353.152 (meters)                     COMP
 DR9701  NAD 83(2011) Z  -  4,632,673.227 (meters)                     COMP
 DR9701  LAPLACE CORR    -          0.55  (seconds)                    DEFLEC18
 DR9701  DYNAMIC HEIGHT  -        404.997 (meters)     1328.73  (feet) COMP
 DR9701  MODELED GRAVITY -    980,657.8   (mgal)                       NAVD 88
 DR9701
 DR9701  VERT ORDER      -  SECOND    CLASS I
 DR9701
 DR9701  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DR9701  Standards:
 DR9701         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DR9701            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DR9701  -------------------------------------------------------------------
 DR9701  NETWORK    0.62   1.41           0.28   0.22   0.72     -0.09819715
 DR9701  -------------------------------------------------------------------
 DR9701  Click here for local accuracies and other accuracy information.
 DR9701
 DR9701.The horizontal coordinates were established by GPS observations
 DR9701.and adjusted by the MN DEPT OF TRANSP in February 2024.
 DR9701
 DR9701.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DR9701.been affixed to the stable North American tectonic plate. See 
 DR9701.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DR9701
 DR9701.The horizontal coordinates are valid at the epoch date displayed above
 DR9701.which is a decimal equivalence of Year/Month/Day.
 DR9701
 DR9701.The orthometric height was determined by differential leveling and
 DR9701.adjusted by the NATIONAL GEODETIC SURVEY
 DR9701.in April 2024.
 DR9701
 DR9701.Significant digits in the geoid height do not necessarily reflect accuracy.
 DR9701.GEOID18 height accuracy estimate available here.
 DR9701
 DR9701.Click photographs - Photos may exist for this station.
 DR9701
 DR9701.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DR9701
 DR9701.The Laplace correction was computed from DEFLEC18 derived deflections.
 DR9701
 DR9701.The ellipsoidal height was determined by GPS observations
 DR9701.and is referenced to NAD 83.
 DR9701
 DR9701.The dynamic height is computed by dividing the NAVD 88
 DR9701.geopotential number by the normal gravity value computed on the
 DR9701.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DR9701.degrees latitude (g = 980.6199 gals.).
 DR9701
 DR9701.The modeled gravity was interpolated from observed gravity values.
 DR9701
 DR9701. The following values were computed from the NAD 83(2011) position.
 DR9701
 DR9701;                    North         East     Units Scale Factor Converg.
 DR9701;SPC MN C     -   310,426.186   650,734.986   MT  0.99996672   -1 24 59.9
 DR9701;SPC MN C     - 1,018,456.58  2,134,953.03   sFT  0.99996672   -1 24 59.9
 DR9701;UTM  14      - 5,195,233.780   712,721.271   MT  1.00015620   +2 02 18.1
 DR9701
 DR9701!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DR9701!SPC MN C     -   0.99994071  x   0.99996672  =   0.99990743
 DR9701!UTM  14      -   0.99994071  x   1.00015620  =   1.00009690
 DR9701
 DR9701_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQS1272195233(NAD 83)
 DR9701
 DR9701                          SUPERSEDED SURVEY CONTROL
 DR9701
 DR9701.No superseded survey control is available for this station.
 DR9701
 DR9701_MARKER: F = FLANGE-ENCASED ROD
 DR9701_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DR9701_STAMPING: 1401 BD 2022
 DR9701_MARK LOGO: MNDT
 DR9701_PROJECTION: RECESSED 5 CENTIMETERS
 DR9701_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DR9701_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DR9701_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DR9701+SATELLITE: SATELLITE OBSERVATIONS - June 13, 2023
 DR9701_ROD/PIPE-DEPTH: 5.48 meters
 DR9701
 DR9701  HISTORY     - Date     Condition        Report By
 DR9701  HISTORY     - 20220727 MONUMENTED       MNDT
 DR9701  HISTORY     - 20220922 GOOD             MNDT
 DR9701  HISTORY     - 20230613 GOOD             MNDT
 DR9701
 DR9701                          STATION DESCRIPTION
 DR9701
 DR9701'DESCRIBED BY MN DEPT OF TRANSP 2022 (BJG)
 DR9701'THE MARK IS LOCATED ABOUT 5.4 MI (8.7 KM) WEST OF LAKE PARK, 5.1 MI
 DR9701'(8.2 KM) EAST OF HAWLEY AND 2.0 MI (3.2 KM) SOUTH-SOUTHEAST OF DALE.
 DR9701'
 DR9701'THE MARK WAS LOCATED ABOUT 5.5 MI (8.8 KM) EAST OF HAWLEY, 2.4 MI (3.9
 DR9701'KM) EAST ALONG TRUNK HIGHWAY 10 FROM THE JUNCTION OF TRUNK HIGHWAY 10
 DR9701'AND TRUNK HIGHWAY 32 (THE JUNCTION IS 3.0 MI (4.8 KM) EAST OF HAWLEY),
 DR9701'AT TRUNK HIGHWAY 10 MILE POINT 26.85.
 DR9701'
 DR9701'IT IS 68.1 FT (20.8 M) SOUTH OF EASTBOUND TRUNK HIGHWAY 10 AND 8.4 FT
 DR9701'(2.6 M) NORTH OF A RIGHT-OF-WAY AND WITNESS POST.
 DR9701'
 DR9701'NOTE-THE STATION STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER
 DR9701'ALUMINUM ROD DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION
 DR9701'REMOVABLE DISK SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY
 DR9701'A SIX-INCH PVC PIPE BACK FILLED WITH WASHED SAND.
 DR9701
 DR9701                          STATION RECOVERY (2023)
 DR9701
 DR9701'RECOVERY NOTE BY MN DEPT OF TRANSP 2023 (AXH)
 DR9701'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DR9700 ***********************************************************************
 DR9700  DESIGNATION -  1401 BE
 DR9700  PID         -  DR9700
 DR9700  STATE/COUNTY-  MN/CLAY
 DR9700  COUNTRY     -  US
 DR9700  USGS QUAD   -  DALE (2019)
 DR9700
 DR9700                         *CURRENT SURVEY CONTROL
 DR9700  ______________________________________________________________________
 DR9700* NAD 83(2011) POSITION- 46 52 39.12696(N) 096 11 16.97486(W)   ADJUSTED
 DR9700* NAD 83(2011) ELLIP HT-   382.138 (meters)        (02/07/24)   ADJUSTED
 DR9700* NAD 83(2011) EPOCH   -  2010.00
 DR9700* NAVD 88 ORTHO HEIGHT -   408.850 (meters)     1341.37  (feet) ADJUSTED
 DR9700  ______________________________________________________________________
 DR9700  GEOID HEIGHT    -        -26.744 (meters)                     GEOID18
 DR9700  NAD 83(2011) X  -   -470,824.155 (meters)                     COMP
 DR9700  NAD 83(2011) Y  - -4,342,446.231 (meters)                     COMP
 DR9700  NAD 83(2011) Z  -  4,632,748.103 (meters)                     COMP
 DR9700  LAPLACE CORR    -          0.82  (seconds)                    DEFLEC18
 DR9700  DYNAMIC HEIGHT  -        408.873 (meters)     1341.44  (feet) COMP
 DR9700  MODELED GRAVITY -    980,658.0   (mgal)                       NAVD 88
 DR9700
 DR9700  VERT ORDER      -  SECOND    CLASS I
 DR9700
 DR9700  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DR9700  Standards:
 DR9700         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DR9700            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DR9700  -------------------------------------------------------------------
 DR9700  NETWORK    0.64   1.43           0.29   0.22   0.73     -0.09931142
 DR9700  -------------------------------------------------------------------
 DR9700  Click here for local accuracies and other accuracy information.
 DR9700
 DR9700.The horizontal coordinates were established by GPS observations
 DR9700.and adjusted by the MN DEPT OF TRANSP in February 2024.
 DR9700
 DR9700.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DR9700.been affixed to the stable North American tectonic plate. See 
 DR9700.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DR9700
 DR9700.The horizontal coordinates are valid at the epoch date displayed above
 DR9700.which is a decimal equivalence of Year/Month/Day.
 DR9700
 DR9700.The orthometric height was determined by differential leveling and
 DR9700.adjusted by the NATIONAL GEODETIC SURVEY
 DR9700.in April 2024.
 DR9700
 DR9700.Significant digits in the geoid height do not necessarily reflect accuracy.
 DR9700.GEOID18 height accuracy estimate available here.
 DR9700
 DR9700.Click photographs - Photos may exist for this station.
 DR9700
 DR9700.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DR9700
 DR9700.The Laplace correction was computed from DEFLEC18 derived deflections.
 DR9700
 DR9700.The ellipsoidal height was determined by GPS observations
 DR9700.and is referenced to NAD 83.
 DR9700
 DR9700.The dynamic height is computed by dividing the NAVD 88
 DR9700.geopotential number by the normal gravity value computed on the
 DR9700.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DR9700.degrees latitude (g = 980.6199 gals.).
 DR9700
 DR9700.The modeled gravity was interpolated from observed gravity values.
 DR9700
 DR9700. The following values were computed from the NAD 83(2011) position.
 DR9700
 DR9700;                    North         East     Units Scale Factor Converg.
 DR9700;SPC MN C     -   310,493.519   652,282.957   MT  0.99996687   -1 24 07.1
 DR9700;SPC MN C     - 1,018,677.49  2,140,031.67   sFT  0.99996687   -1 24 07.1
 DR9700;UTM  14      - 5,195,394.311   714,262.668   MT  1.00016429   +2 03 11.5
 DR9700
 DR9700!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DR9700!SPC MN C     -   0.99994010  x   0.99996687  =   0.99990697
 DR9700!UTM  14      -   0.99994010  x   1.00016429  =   1.00010438
 DR9700
 DR9700_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQS1426295394(NAD 83)
 DR9700
 DR9700                          SUPERSEDED SURVEY CONTROL
 DR9700
 DR9700.No superseded survey control is available for this station.
 DR9700
 DR9700_MARKER: F = FLANGE-ENCASED ROD
 DR9700_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DR9700_STAMPING: 1401 BE 2022
 DR9700_MARK LOGO: MNDT
 DR9700_PROJECTION: RECESSED 5 CENTIMETERS
 DR9700_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DR9700_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DR9700_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DR9700+SATELLITE: SATELLITE OBSERVATIONS - June 13, 2023
 DR9700_ROD/PIPE-DEPTH: 6.40 meters
 DR9700
 DR9700  HISTORY     - Date     Condition        Report By
 DR9700  HISTORY     - 20220727 MONUMENTED       MNDT
 DR9700  HISTORY     - 20220926 GOOD             MNDT
 DR9700  HISTORY     - 20230613 GOOD             MNDT
 DR9700
 DR9700                          STATION DESCRIPTION
 DR9700
 DR9700'DESCRIBED BY MN DEPT OF TRANSP 2022 (RMJ)
 DR9700'THE MARK IS LOCATED ABOUT 6.1 MI (9.8 KM) EAST OF HAWLEY, 4.5 MI (7.2
 DR9700'KM) WEST OF LAKE PARK AND 2.4 MI (3.9 KM) SOUTHEAST OF DALE.
 DR9700'
 DR9700'THE MARK WAS LOCATED ABOUT 6.4 MI (10.3 KM) EAST OF HAWLEY, 3.3 MI
 DR9700'(5.3 KM) EAST ALONG TRUNK HIGHWAY 10 FROM THE JUNCTION OF TRUNK
 DR9700'HIGHWAY 10 AND TRUNK HIGHWAY 32 (THE JUNCTION IS 3.0 MI (4.8 KM) EAST
 DR9700'OF HAWLEY), AT TRUNK HIGHWAY 10 MILE POINT 27.80.
 DR9700'
 DR9700'IT IS 57.6 FT (17.6 M) NORTH OF WESTBOUND TRUNK HIGHWAY 10 AND 16.6 FT
 DR9700'(5.1 M) SOUTH OF A RIGHT-OF-WAY AND A WITNESS POST.
 DR9700'
 DR9700'NOTE-THE STATION STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER
 DR9700'ALUMINUM ROD DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION
 DR9700'REMOVABLE DISK SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY
 DR9700'A SIX-INCH PVC PIPE BACK FILLED WITH WASHED SAND.
 DR9700
 DR9700                          STATION RECOVERY (2023)
 DR9700
 DR9700'RECOVERY NOTE BY MN DEPT OF TRANSP 2023 (AXH)
 DR9700'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DG7143 ***********************************************************************
 DG7143  DESIGNATION -  1401 J RESET
 DG7143  PID         -  DG7143
 DG7143  STATE/COUNTY-  MN/CLAY
 DG7143  COUNTRY     -  US
 DG7143  USGS QUAD   -  HAWLEY NW (2019)
 DG7143
 DG7143                         *CURRENT SURVEY CONTROL
 DG7143  ______________________________________________________________________
 DG7143* NAD 83(2011) POSITION- 46 52 34.44044(N) 096 25 22.08825(W)   ADJUSTED
 DG7143* NAD 83(2011) ELLIP HT-   305.030 (meters)        (02/07/24)   ADJUSTED
 DG7143* NAD 83(2011) EPOCH   -  2010.00
 DG7143* NAVD 88 ORTHO HEIGHT -   331.748 (meters)     1088.41  (feet) ADJUSTED
 DG7143  ______________________________________________________________________
 DG7143  GEOID HEIGHT    -        -26.765 (meters)                     GEOID18
 DG7143  NAD 83(2011) X  -   -488,618.055 (meters)                     COMP
 DG7143  NAD 83(2011) Y  - -4,340,533.309 (meters)                     COMP
 DG7143  NAD 83(2011) Z  -  4,632,592.892 (meters)                     COMP
 DG7143  LAPLACE CORR    -         -0.64  (seconds)                    DEFLEC18
 DG7143  DYNAMIC HEIGHT  -        331.770 (meters)     1088.48  (feet) COMP
 DG7143  MODELED GRAVITY -    980,670.2   (mgal)                       NAVD 88
 DG7143
 DG7143  VERT ORDER      -  SECOND    CLASS I
 DG7143
 DG7143  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DG7143  Standards:
 DG7143         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DG7143            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DG7143  -------------------------------------------------------------------
 DG7143  NETWORK    0.64   1.43           0.29   0.22   0.73     -0.12747302
 DG7143  -------------------------------------------------------------------
 DG7143  Click here for local accuracies and other accuracy information.
 DG7143
 DG7143.The horizontal coordinates were established by GPS observations
 DG7143.and adjusted by the MN DEPT OF TRANSP in February 2024.
 DG7143
 DG7143.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DG7143.been affixed to the stable North American tectonic plate. See 
 DG7143.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DG7143
 DG7143.The horizontal coordinates are valid at the epoch date displayed above
 DG7143.which is a decimal equivalence of Year/Month/Day.
 DG7143
 DG7143.The orthometric height was determined by differential leveling and
 DG7143.adjusted by the NATIONAL GEODETIC SURVEY
 DG7143.in August 2019.
 DG7143
 DG7143.Significant digits in the geoid height do not necessarily reflect accuracy.
 DG7143.GEOID18 height accuracy estimate available here.
 DG7143
 DG7143.Click photographs - Photos may exist for this station.
 DG7143
 DG7143.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DG7143
 DG7143.The Laplace correction was computed from DEFLEC18 derived deflections.
 DG7143
 DG7143.The ellipsoidal height was determined by GPS observations
 DG7143.and is referenced to NAD 83.
 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. The following values were computed from the NAD 83(2011) position.
 DG7143
 DG7143;                    North         East     Units Scale Factor Converg.
 DG7143;SPC MN C     -   310,813.184   634,390.428   MT  0.99996666   -1 34 18.4
 DG7143;SPC MN C     - 1,019,726.25  2,081,329.26   sFT  0.99996666   -1 34 18.4
 DG7143;UTM  14      - 5,194,635.215   696,380.674   MT  1.00007402   +1 52 53.9
 DG7143
 DG7143!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG7143!SPC MN C     -   0.99995219  x   0.99996666  =   0.99991885
 DG7143!UTM  14      -   0.99995219  x   1.00007402  =   1.00002620
 DG7143
 DG7143_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPS9638094635(NAD 83)
 DG7143
 DG7143                          SUPERSEDED SURVEY CONTROL
 DG7143
 DG7143  NAVD 88 (12/15/04)  331.771  (m)         1088.49   (f) SUPERSEDED  2 1
 DG7143
 DG7143.Superseded values are not recommended for survey control.
 DG7143
 DG7143.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG7143.See file dsdata.pdf to determine how the superseded data were derived.
 DG7143
 DG7143_MARKER: DV = VERTICAL CONTROL DISK
 DG7143_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DG7143_STAMPING: 1401-J RESET 1986
 DG7143_MARK LOGO: MNDT
 DG7143_PROJECTION: RECESSED 10 CENTIMETERS
 DG7143_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DG7143_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DG7143_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG7143+SATELLITE: SATELLITE OBSERVATIONS - June 13, 2023
 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  HISTORY     - 20140612 GOOD             MNDT
 DG7143  HISTORY     - 20220922 GOOD             MNDT
 DG7143  HISTORY     - 20230613 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.
 DG7143
 DG7143                          STATION RECOVERY (2014)
 DG7143
 DG7143'RECOVERY NOTE BY MN DEPT OF TRANSP 2014 (KMS)
 DG7143'RECOVERED AS DESCRIBED.
 DG7143
 DG7143                          STATION RECOVERY (2022)
 DG7143
 DG7143'RECOVERY NOTE BY MN DEPT OF TRANSP 2022 (TJD)
 DG7143'RECOVERED AS DESCRIBED.
 DG7143
 DG7143                          STATION RECOVERY (2023)
 DG7143
 DG7143'RECOVERY NOTE BY MN DEPT OF TRANSP 2023 (JXK)
 DG7143'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 RP0032 ***********************************************************************
 RP0032  DESIGNATION -  1401 L
 RP0032  PID         -  RP0032
 RP0032  STATE/COUNTY-  MN/CLAY
 RP0032  COUNTRY     -  US
 RP0032  USGS QUAD   -  HAWLEY (2019)
 RP0032
 RP0032                         *CURRENT SURVEY CONTROL
 RP0032  ______________________________________________________________________
 RP0032* NAD 83(1986) POSITION- 46 52 36.42   (N) 096 20 38.21   (W)   HD_HELD1
 RP0032* NAVD 88 ORTHO HEIGHT -   365.189 (meters)     1198.12  (feet) ADJUSTED
 RP0032  ______________________________________________________________________
 RP0032  GEOID HEIGHT    -        -26.772 (meters)                     GEOID18
 RP0032  DYNAMIC HEIGHT  -        365.210 (meters)     1198.19  (feet) COMP
 RP0032  MODELED GRAVITY -    980,662.0   (mgal)                       NAVD 88
 RP0032
 RP0032  VERT ORDER      -  SECOND    CLASS I
 RP0032
 RP0032.The horizontal coordinates were determined by differentially corrected
 RP0032.hand held GPS observations or other comparable positioning techniques
 RP0032.and have an estimated accuracy of +/- 3 meters.
 RP0032
 RP0032.The orthometric height was determined by differential leveling and
 RP0032.adjusted by the NATIONAL GEODETIC SURVEY
 RP0032.in August 2019.
 RP0032
 RP0032.Significant digits in the geoid height do not necessarily reflect accuracy.
 RP0032.GEOID18 height accuracy estimate available here.
 RP0032
 RP0032.Click photographs - Photos may exist for this station.
 RP0032
 RP0032.The dynamic height is computed by dividing the NAVD 88
 RP0032.geopotential number by the normal gravity value computed on the
 RP0032.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RP0032.degrees latitude (g = 980.6199 gals.).
 RP0032
 RP0032.The modeled gravity was interpolated from observed gravity values.
 RP0032
 RP0032;                    North         East    Units  Estimated Accuracy
 RP0032;SPC MN C     -   310,712.4     640,400.9     MT  (+/- 3 meters HH1 GPS) 
 RP0032
 RP0032_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQS0238794896(NAD 83)
 RP0032
 RP0032                          SUPERSEDED SURVEY CONTROL
 RP0032
 RP0032  NAVD 88 (06/15/91)  365.226  (m)         1198.25   (f) SUPERSEDED  2 1
 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
 RP0032.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RP0032.See file dsdata.pdf to determine how the superseded data were derived.
 RP0032
 RP0032_MARKER: DB = BENCH MARK DISK
 RP0032_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 RP0032_STAMPING: 1401 L 1969
 RP0032_MARK LOGO: MNHD
 RP0032_PROJECTION: FLUSH
 RP0032_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 RP0032_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RP0032_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 RP0032+SATELLITE: SATELLITE OBSERVATIONS - September 24, 2022
 RP0032
 RP0032  HISTORY     - Date     Condition        Report By
 RP0032  HISTORY     - 19650401 MONUMENTED       MNHD
 RP0032  HISTORY     - 1969     GOOD             MNDT
 RP0032  HISTORY     - 20000620 GOOD             MNDT
 RP0032  HISTORY     - 20010404 GOOD             MNDT
 RP0032  HISTORY     - 20140612 GOOD             MNDT
 RP0032  HISTORY     - 20220924 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.
 RP0032
 RP0032                          STATION RECOVERY (2014)
 RP0032
 RP0032'RECOVERY NOTE BY MN DEPT OF TRANSP 2014 (KMS)
 RP0032'THE STATION IS LOCATED ABOUT 10.7 MI (17.2 KM) NORTH-NORTHWEST OF
 RP0032'ROLLAG, 6.2 MI (10.0 KM) WEST-SOUTHWEST OF DALE AND 1.3 MI (2.1 KM)
 RP0032'WEST-SOUTHWEST OF HAWLEY.
 RP0032'
 RP0032'TO REACH THE MARK GO 1.0 MI (1.6 KM) WEST ALONG TRUNK HIGHWAY 10 FROM
 RP0032'THE JUNCTION OF TRUNK HIGHWAY 10 AND COUNTY ROAD 31 IN HAWLEY, AT
 RP0032'TRUNK HIGHWAY 10 MILE POINT 20.40.
 RP0032'
 RP0032'THE MARK IS LOCATED 75 FT (22.9 M) SOUTH OF EASTBOUND TRUNK HIGHWAY
 RP0032'10, AT TRUNK HIGHWAY 10 STATION 1090+50, 50 FT (15.2 M) WEST OF 220TH
 RP0032'STREET SOUTH, 15.2 FT (4.6 M) EAST OF POWER POLE WITH 6 GUY WIRES, 0.5
 RP0032'FT (15 CM) NORTH OF A WITNESS POST.
 RP0032
 RP0032                          STATION RECOVERY (2022)
 RP0032
 RP0032'RECOVERY NOTE BY MN DEPT OF TRANSP 2022 (KMS)
 RP0032'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DG7113 ***********************************************************************
 DG7113  DESIGNATION -  1401 O
 DG7113  PID         -  DG7113
 DG7113  STATE/COUNTY-  MN/CLAY
 DG7113  COUNTRY     -  US
 DG7113  USGS QUAD   -  HAWLEY (2019)
 DG7113
 DG7113                         *CURRENT SURVEY CONTROL
 DG7113  ______________________________________________________________________
 DG7113* NAD 83(2011) POSITION- 46 52 37.56107(N) 096 17 41.82068(W)   ADJUSTED
 DG7113* NAD 83(2011) ELLIP HT-   339.453 (meters)        (05/15/15)   ADJUSTED
 DG7113* NAD 83(2011) EPOCH   -  2010.00
 DG7113* NAVD 88 ORTHO HEIGHT -   366.191 (meters)     1201.41  (feet) ADJUSTED
 DG7113  ______________________________________________________________________
 DG7113  GEOID HEIGHT    -        -26.769 (meters)                     GEOID18
 DG7113  NAD 83(2011) X  -   -478,926.074 (meters)                     COMP
 DG7113  NAD 83(2011) Y  - -4,341,566.297 (meters)                     COMP
 DG7113  NAD 83(2011) Z  -  4,632,683.892 (meters)                     COMP
 DG7113  LAPLACE CORR    -          0.57  (seconds)                    DEFLEC18
 DG7113  DYNAMIC HEIGHT  -        366.212 (meters)     1201.48  (feet) COMP
 DG7113  MODELED GRAVITY -    980,660.6   (mgal)                       NAVD 88
 DG7113
 DG7113  VERT ORDER      -  SECOND    CLASS I
 DG7113
 DG7113  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DG7113  Standards:
 DG7113         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DG7113            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DG7113  -------------------------------------------------------------------
 DG7113  NETWORK    0.52   1.08           0.24   0.17   0.55     -0.06809955
 DG7113  -------------------------------------------------------------------
 DG7113  Click here for local accuracies and other accuracy information.
 DG7113
 DG7113.The horizontal coordinates were established by GPS observations
 DG7113.and adjusted by the MN DEPT OF TRANSP in May 2015.
 DG7113
 DG7113.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DG7113.been affixed to the stable North American tectonic plate. See 
 DG7113.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DG7113
 DG7113.The horizontal coordinates are valid at the epoch date displayed above
 DG7113.which is a decimal equivalence of Year/Month/Day.
 DG7113
 DG7113.The orthometric height was determined by differential leveling and
 DG7113.adjusted by the NATIONAL GEODETIC SURVEY
 DG7113.in August 2019.
 DG7113
 DG7113.Significant digits in the geoid height do not necessarily reflect accuracy.
 DG7113.GEOID18 height accuracy estimate available here.
 DG7113
 DG7113.Click photographs - Photos may exist for this station.
 DG7113
 DG7113.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DG7113
 DG7113.The Laplace correction was computed from DEFLEC18 derived deflections.
 DG7113
 DG7113.The ellipsoidal height was determined by GPS observations
 DG7113.and is referenced to NAD 83.
 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. The following values were computed from the NAD 83(2011) position.
 DG7113
 DG7113;                    North         East     Units Scale Factor Converg.
 DG7113;SPC MN C     -   310,650.051   644,135.486   MT  0.99996680   -1 28 45.5
 DG7113;SPC MN C     - 1,019,191.04  2,113,301.17   sFT  0.99996680   -1 28 45.5
 DG7113;UTM  14      - 5,195,059.528   706,119.137   MT  1.00012221   +1 58 30.3
 DG7113
 DG7113!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG7113!SPC MN C     -   0.99994679  x   0.99996680  =   0.99991359
 DG7113!UTM  14      -   0.99994679  x   1.00012221  =   1.00006900
 DG7113
 DG7113_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQS0611995059(NAD 83)
 DG7113
 DG7113                          SUPERSEDED SURVEY CONTROL
 DG7113
 DG7113  NAVD 88 (12/15/04)  366.231  (m)         1201.54   (f) SUPERSEDED  2 1
 DG7113
 DG7113.Superseded values are not recommended for survey control.
 DG7113
 DG7113.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG7113.See file dsdata.pdf to determine how the superseded data were derived.
 DG7113
 DG7113_MARKER: DB = BENCH MARK DISK
 DG7113_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 DG7113_STAMPING: 1401-O 1956
 DG7113_MARK LOGO: MNHD
 DG7113_PROJECTION: PROJECTING 5 CENTIMETERS
 DG7113_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DG7113_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DG7113_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG7113+SATELLITE: SATELLITE OBSERVATIONS - June 13, 2023
 DG7113
 DG7113  HISTORY     - Date     Condition        Report By
 DG7113  HISTORY     - 19560401 MONUMENTED       MNHD
 DG7113  HISTORY     - 20000620 GOOD             MNDT
 DG7113  HISTORY     - 20140522 GOOD             MNDT
 DG7113  HISTORY     - 20150127 GOOD             MNDT
 DG7113  HISTORY     - 20220914 GOOD             MNDT
 DG7113  HISTORY     - 20230613 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.
 DG7113
 DG7113                          STATION RECOVERY (2014)
 DG7113
 DG7113'RECOVERY NOTE BY MN DEPT OF TRANSP 2014 (MAS)
 DG7113'RECOVERED AS DESCRIBED.
 DG7113
 DG7113                          STATION RECOVERY (2015)
 DG7113
 DG7113'RECOVERY NOTE BY MN DEPT OF TRANSP 2015 (BXB)
 DG7113'0.4 MILE EAST OF EAST LIMITS OF HAWLEY, 1.35 MILES EAST ALONG TRUNK
 DG7113'HIGHWAY 10 FROM JUNCTION OF TRUNK HIGHWAY 10 AND COUNTY ROAD 31 ON
 DG7113'WEST SIDE OF HAWLEY, AT TRUNK HIGHWAY 10 MILEPOINT 22.8, 69 FEET SOUTH
 DG7113'OF EASTBOUND TRUNK HIGHWAY 10, 58 FEET WEST OF 243 STREET SOUTH, 1.4
 DG7113'FEET EAST OF EAST SIDE OF TELEPHONE BOX, 0.4 FOOT WEST OF WITNESS
 DG7113'POST.
 DG7113
 DG7113                          STATION RECOVERY (2022)
 DG7113
 DG7113'RECOVERY NOTE BY MN DEPT OF TRANSP 2022 (KMS)
 DG7113'RECOVERED AS DESCRIBED.
 DG7113
 DG7113                          STATION RECOVERY (2023)
 DG7113
 DG7113'RECOVERY NOTE BY MN DEPT OF TRANSP 2023 (JXA)
 DG7113'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DG7112 ***********************************************************************
 DG7112  DESIGNATION -  1401 P
 DG7112  PID         -  DG7112
 DG7112  STATE/COUNTY-  MN/CLAY
 DG7112  COUNTRY     -  US
 DG7112  USGS QUAD   -  HAWLEY (2019)
 DG7112
 DG7112                         *CURRENT SURVEY CONTROL
 DG7112  ______________________________________________________________________
 DG7112* NAD 83(2011) POSITION- 46 52 37.60958(N) 096 16 47.84435(W)   ADJUSTED
 DG7112* NAD 83(2011) ELLIP HT-   350.537 (meters)        (02/07/24)   ADJUSTED
 DG7112* NAD 83(2011) EPOCH   -  2010.00
 DG7112* NAVD 88 ORTHO HEIGHT -   377.253 (meters)     1237.70  (feet) ADJUSTED
 DG7112  ______________________________________________________________________
 DG7112  GEOID HEIGHT    -        -26.766 (meters)                     GEOID18
 DG7112  NAD 83(2011) X  -   -477,790.645 (meters)                     COMP
 DG7112  NAD 83(2011) Y  - -4,341,697.920 (meters)                     COMP
 DG7112  NAD 83(2011) Z  -  4,632,693.006 (meters)                     COMP
 DG7112  LAPLACE CORR    -          0.61  (seconds)                    DEFLEC18
 DG7112  DYNAMIC HEIGHT  -        377.275 (meters)     1237.78  (feet) COMP
 DG7112  MODELED GRAVITY -    980,660.0   (mgal)                       NAVD 88
 DG7112
 DG7112  VERT ORDER      -  SECOND    CLASS I
 DG7112
 DG7112  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DG7112  Standards:
 DG7112         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DG7112            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DG7112  -------------------------------------------------------------------
 DG7112  NETWORK    0.64   1.45           0.29   0.22   0.74     -0.12513500
 DG7112  -------------------------------------------------------------------
 DG7112  Click here for local accuracies and other accuracy information.
 DG7112
 DG7112.The horizontal coordinates were established by GPS observations
 DG7112.and adjusted by the MN DEPT OF TRANSP in February 2024.
 DG7112
 DG7112.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DG7112.been affixed to the stable North American tectonic plate. See 
 DG7112.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DG7112
 DG7112.The horizontal coordinates are valid at the epoch date displayed above
 DG7112.which is a decimal equivalence of Year/Month/Day.
 DG7112
 DG7112.The orthometric height was determined by differential leveling and
 DG7112.adjusted by the NATIONAL GEODETIC SURVEY
 DG7112.in August 2019.
 DG7112
 DG7112.Significant digits in the geoid height do not necessarily reflect accuracy.
 DG7112.GEOID18 height accuracy estimate available here.
 DG7112
 DG7112.Click photographs - Photos may exist for this station.
 DG7112
 DG7112.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DG7112
 DG7112.The Laplace correction was computed from DEFLEC18 derived deflections.
 DG7112
 DG7112.The ellipsoidal height was determined by GPS observations
 DG7112.and is referenced to NAD 83.
 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. The following values were computed from the NAD 83(2011) position.
 DG7112
 DG7112;                    North         East     Units Scale Factor Converg.
 DG7112;SPC MN C     -   310,622.152   645,278.061   MT  0.99996680   -1 28 06.4
 DG7112;SPC MN C     - 1,019,099.51  2,117,049.77   sFT  0.99996680   -1 28 06.4
 DG7112;UTM  14      - 5,195,100.531   707,261.497   MT  1.00012801   +1 59 09.7
 DG7112
 DG7112!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG7112!SPC MN C     -   0.99994506  x   0.99996680  =   0.99991186
 DG7112!UTM  14      -   0.99994506  x   1.00012801  =   1.00007306
 DG7112
 DG7112_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQS0726195100(NAD 83)
 DG7112
 DG7112                          SUPERSEDED SURVEY CONTROL
 DG7112
 DG7112  NAVD 88 (12/15/04)  377.292  (m)         1237.83   (f) SUPERSEDED  2 1
 DG7112
 DG7112.Superseded values are not recommended for survey control.
 DG7112
 DG7112.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG7112.See file dsdata.pdf to determine how the superseded data were derived.
 DG7112
 DG7112_MARKER: DB = BENCH MARK DISK
 DG7112_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 DG7112_STAMPING: 1401 P 1956
 DG7112_MARK LOGO: MNHD
 DG7112_PROJECTION: PROJECTING 3 CENTIMETERS
 DG7112_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DG7112_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DG7112_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG7112+SATELLITE: SATELLITE OBSERVATIONS - June 13, 2023
 DG7112
 DG7112  HISTORY     - Date     Condition        Report By
 DG7112  HISTORY     - 1956     MONUMENTED       MNHD
 DG7112  HISTORY     - 20001220 GOOD             MNDT
 DG7112  HISTORY     - 20140522 GOOD             MNDT
 DG7112  HISTORY     - 20220914 GOOD             MNDT
 DG7112  HISTORY     - 20230613 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.
 DG7112
 DG7112                          STATION RECOVERY (2014)
 DG7112
 DG7112'RECOVERY NOTE BY MN DEPT OF TRANSP 2014 (MAS)
 DG7112'RECOVERED AS DESCRIBED.
 DG7112
 DG7112                          STATION RECOVERY (2022)
 DG7112
 DG7112'RECOVERY NOTE BY MN DEPT OF TRANSP 2022 (KMS)
 DG7112'RECOVERED AS DESCRIBED.
 DG7112
 DG7112                          STATION RECOVERY (2023)
 DG7112
 DG7112'RECOVERY NOTE BY MN DEPT OF TRANSP 2023 (JXA)
 DG7112'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DG7110 ***********************************************************************
 DG7110  DESIGNATION -  1401 Q
 DG7110  PID         -  DG7110
 DG7110  STATE/COUNTY-  MN/CLAY
 DG7110  COUNTRY     -  US
 DG7110  USGS QUAD   -  DALE (2019)
 DG7110
 DG7110                         *CURRENT SURVEY CONTROL
 DG7110  ______________________________________________________________________
 DG7110* NAD 83(1986) POSITION- 46 52 37.08   (N) 096 14 40.94   (W)   HD_HELD1
 DG7110* NAVD 88 ORTHO HEIGHT -   401.678 (meters)     1317.84  (feet) ADJUSTED
 DG7110  ______________________________________________________________________
 DG7110  GEOID HEIGHT    -        -26.757 (meters)                     GEOID18
 DG7110  DYNAMIC HEIGHT  -        401.701 (meters)     1317.91  (feet) COMP
 DG7110  MODELED GRAVITY -    980,658.7   (mgal)                       NAVD 88
 DG7110
 DG7110  VERT ORDER      -  SECOND    CLASS I
 DG7110
 DG7110.The horizontal coordinates were determined by differentially corrected
 DG7110.hand held GPS observations or other comparable positioning techniques
 DG7110.and have an estimated accuracy of +/- 3 meters.
 DG7110
 DG7110.The orthometric height was determined by differential leveling and
 DG7110.adjusted by the NATIONAL GEODETIC SURVEY
 DG7110.in August 2019.
 DG7110
 DG7110.Significant digits in the geoid height do not necessarily reflect accuracy.
 DG7110.GEOID18 height accuracy estimate available here.
 DG7110
 DG7110.Click photographs - Photos may exist for this station.
 DG7110
 DG7110.The dynamic height is computed by dividing the NAVD 88
 DG7110.geopotential number by the normal gravity value computed on the
 DG7110.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DG7110.degrees latitude (g = 980.6199 gals.).
 DG7110
 DG7110.The modeled gravity was interpolated from observed gravity values.
 DG7110
 DG7110;                    North         East    Units  Estimated Accuracy
 DG7110;SPC MN C     -   310,537.5     647,963.9     MT  (+/- 3 meters HH1 GPS) 
 DG7110
 DG7110_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQS0994895177(NAD 83)
 DG7110
 DG7110                          SUPERSEDED SURVEY CONTROL
 DG7110
 DG7110  NAVD 88 (12/15/04)  401.714  (m)         1317.96   (f) SUPERSEDED  2 1
 DG7110
 DG7110.Superseded values are not recommended for survey control.
 DG7110
 DG7110.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG7110.See file dsdata.pdf to determine how the superseded data were derived.
 DG7110
 DG7110_MARKER: DB = BENCH MARK DISK
 DG7110_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 DG7110_STAMPING: 1401 Q 1956
 DG7110_MARK LOGO: MNHD
 DG7110_PROJECTION: PROJECTING 10 CENTIMETERS
 DG7110_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DG7110_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DG7110_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG7110+SATELLITE: SATELLITE OBSERVATIONS - September 13, 2022
 DG7110
 DG7110  HISTORY     - Date     Condition        Report By
 DG7110  HISTORY     - 1956     MONUMENTED       MNHD
 DG7110  HISTORY     - 20000620 GOOD             MNDT
 DG7110  HISTORY     - 20050414 GOOD             MNDT
 DG7110  HISTORY     - 20050414 GOOD             MNDT
 DG7110  HISTORY     - 20140513 GOOD             MNDT
 DG7110  HISTORY     - 20220913 GOOD             MNDT
 DG7110
 DG7110                          STATION DESCRIPTION
 DG7110
 DG7110'DESCRIBED BY MN DEPT OF TRANSP 2000 (WAS)
 DG7110'THE MARK WAS RECOVERED IN GOOD CONDITION.  THE MARK IS 3.2 MI (5.1 KM)
 DG7110'EAST OF HAWLEY, 3.7 MI (6.0 KM) EAST ALONG TH 10 FROM JCT OF TH 10 AND
 DG7110'CO RD 31 ON WEST SIDE OF HAWLEY, 0.7 MI (1.1 KM) EAST OF JCT OF TH 10
 DG7110'AND TH 32, AT TH 10 MP 25.15, 83 FT (25.3 M) SOUTH OF EB TH 10, 67 FT
 DG7110'(20.4 M) WEST OF ENT TO RADIO TWR, 113.5 FT (34.6 M) NE OF NW COR OF
 DG7110'RADIO TWR, 1.8 FT (0.5 M) EAST OF WIT POST, 1.8 FT (0.5 M) WEST OF WIT
 DG7110'POST, PROJECTING 3 INCHES, MAGNETIC, AND SUITABLE FOR GPS.
 DG7110
 DG7110                          STATION RECOVERY (2005)
 DG7110
 DG7110'RECOVERY NOTE BY MN DEPT OF TRANSP 2005 (MPP)
 DG7110'2.2 MILES EAST OF HAWLEY, 0.7 MILES EAST OF JUNCTION OF TRUNK HIGHWAY
 DG7110'10 AND TRUNK HIGHWAY 32, AT TRUNK HIGHWAY 10 MILEPOINT 25.15, 83 FEET
 DG7110'SOUTH OF EASTBOUND TRUNK HIGHWAY 10, 67 FEET WEST OF ENTRANCE TO RADIO
 DG7110'TOWER, 113 FEET NORTH AND 11 FEET EAST OF NORTHWEST CORNER OF RADIO
 DG7110'TOWER, 1.5 FEET EAST OF WITNESS POST, 1.5 FEET WEST OF WITNESS POST
 DG7110
 DG7110                          STATION RECOVERY (2005)
 DG7110
 DG7110'RECOVERY NOTE BY MN DEPT OF TRANSP 2005 (MPP)
 DG7110'2.2 MILES EAST OF HAWLEY, 0.7 MILES EAST OF JUNCTION OF TRUNK HIGHWAY
 DG7110'10 AND TRUNK HIGHWAY 32, AT TRUNK HIGHWAY 10 MILEPOINT 25.15, 83 FEET
 DG7110'SOUTH OF EASTBOUND TRUNK HIGHWAY 10, 67 FEET WEST OF ENTRANCE TO RADIO
 DG7110'TOWER, 113 FEET NORTH AND 11 FEET EAST OF NORTHWEST CORNER OF RADIO
 DG7110'TOWER, 1.5 FEET EAST OF WITNESS POST, 1.5 FEET WEST OF WITNESS POST
 DG7110
 DG7110                          STATION RECOVERY (2014)
 DG7110
 DG7110'RECOVERY NOTE BY MN DEPT OF TRANSP 2014 (KMS)
 DG7110'RECOVERED AS DESCRIBED.
 DG7110
 DG7110                          STATION RECOVERY (2022)
 DG7110
 DG7110'RECOVERY NOTE BY MN DEPT OF TRANSP 2022 (KMS)
 DG7110'THE MARK IS LOCATED ABOUT 7.2 MI (11.6 KM) WEST OF LAKE PARK, 3.4 MI
 DG7110'(5.5 KM) EAST OF HAWLEY AND 2.3 MI (3.7 KM) SOUTH-SOUTHWEST OF DALE.
 DG7110'
 DG7110'THE MARK WAS LOCATED ABOUT 3.5 MI (5.6 KM) EAST OF HAWLEY, 0.7 MI (1.1
 DG7110'KM) EAST ALONG TRUNK HIGHWAY 10 FROM THE JUNCTION OF TRUNK HIGHWAY 10
 DG7110'AND TRUNK HIGHWAY 32 (THE JUNCTION IS 3.0 MI (4.8 KM) EAST OF HAWLEY),
 DG7110'AT TRUNK HIGHWAY 10 MILE POINT 25.15, NEAR A RADIO TOWER.
 DG7110'
 DG7110'IT IS 81.7 FT (24.9 M) SOUTH OF EASTBOUND TRUNK HIGHWAY 10, 67.0 FT
 DG7110'(20.4 M) WEST OF ENTRANCE NUMBER 26713 (ROAD TO A RADIO TOWER), 113.0
 DG7110'FT (34.4 M) NORTH AND 11.0 FT (3.4 M) EAST OF THE NORTHWEST CORNER OF
 DG7110'A RADIO TOWER, 121.7 FT (37.1 M) NORTH-NORTHEAST OF WINNIPEG REFERENCE
 DG7110'MARK 2, 53.17 FT (16.2 M) EAST OF STATION WINNIPEG, 43.1 FT (13.1 M)
 DG7110'WEST OF WINNIPEG REFERENCE MARK 1, 1.5 FT (0.5 M) EAST OF A WITNESS
 DG7110'POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 RP0338 ***********************************************************************
 RP0338  DESIGNATION -  1401 X
 RP0338  PID         -  RP0338
 RP0338  STATE/COUNTY-  MN/CLAY
 RP0338  COUNTRY     -  US
 RP0338  USGS QUAD   -  GLYNDON NORTH (2019)
 RP0338
 RP0338                         *CURRENT SURVEY CONTROL
 RP0338  ______________________________________________________________________
 RP0338* NAD 83(1986) POSITION- 46 52 35.53   (N) 096 36 54.61   (W)   HD_HELD1
 RP0338* NAVD 88 ORTHO HEIGHT -   278.217 (meters)      912.78  (feet) ADJUSTED
 RP0338  ______________________________________________________________________
 RP0338  GEOID HEIGHT    -        -26.627 (meters)                     GEOID18
 RP0338  DYNAMIC HEIGHT  -        278.240 (meters)      912.86  (feet) COMP
 RP0338  MODELED GRAVITY -    980,690.5   (mgal)                       NAVD 88
 RP0338
 RP0338  VERT ORDER      -  SECOND    CLASS I
 RP0338
 RP0338.The horizontal coordinates were determined by differentially corrected
 RP0338.hand held GPS observations or other comparable positioning techniques
 RP0338.and have an estimated accuracy of +/- 3 meters.
 RP0338
 RP0338.The orthometric height was determined by differential leveling and
 RP0338.adjusted by the NATIONAL GEODETIC SURVEY
 RP0338.in August 2019.
 RP0338
 RP0338.Significant digits in the geoid height do not necessarily reflect accuracy.
 RP0338.GEOID18 height accuracy estimate available here.
 RP0338
 RP0338.Click photographs - Photos may exist for this station.
 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     -   311,266.8     619,733.5     MT  (+/- 3 meters HH1 GPS) 
 RP0338
 RP0338_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPS8172194205(NAD 83)
 RP0338
 RP0338                          SUPERSEDED SURVEY CONTROL
 RP0338
 RP0338  NAVD 88 (06/15/91)  278.254  (m)          912.91   (f) SUPERSEDED  1 2
 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
 RP0338.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RP0338.See file dsdata.pdf to determine how the superseded data were derived.
 RP0338
 RP0338_MARKER: DB = BENCH MARK DISK
 RP0338_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 RP0338_STAMPING: 1401-X 1965
 RP0338_MARK LOGO: MNHD
 RP0338_PROJECTION: RECESSED 8 CENTIMETERS
 RP0338_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 RP0338_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RP0338_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 RP0338+SATELLITE: SATELLITE OBSERVATIONS - September 12, 2022
 RP0338
 RP0338  HISTORY     - Date     Condition        Report By
 RP0338  HISTORY     - 19650401 MONUMENTED       MNHD
 RP0338  HISTORY     - 1969     GOOD             MNDT
 RP0338  HISTORY     - 1982     GOOD             NGS
 RP0338  HISTORY     - 1982     GOOD             NGS
 RP0338  HISTORY     - 20150302 GOOD             MNDT
 RP0338  HISTORY     - 20220912 GOOD             MNDT
 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.
 RP0338
 RP0338                          STATION RECOVERY (2015)
 RP0338
 RP0338'RECOVERY NOTE BY MN DEPT OF TRANSP 2015 (KMS)
 RP0338'THE STATION IS LOCATED ABOUT 6.9 MI (11.1 KM) NORTH-NORTHEAST OF
 RP0338'SABIN, 4.2 MI (6.8 KM) EAST OF DILWORTH AND 1.7 MI (2.7 KM) WEST OF
 RP0338'GLYNDON.
 RP0338'
 RP0338'TO REACH THE MARK GO 1.7 MI (2.7 KM) WEST ALONG TRUNK HIGHWAY 10  FROM
 RP0338'THE JUNCTION OF TRUNK HIGHWAY 10 AND COUNTY ROAD 19 IN GLYNDON, AT
 RP0338'TRUNK HIGHWAY MILE POINT 7.6.
 RP0338'
 RP0338'THE MARK IS LOCATED 98 FT (29.9 M) SOUTH OF EASTBOUND TRUNK HIGHWAY
 RP0338'10, 1.0 FT (0.3 M) NORTH OF A WITNESS POST.
 RP0338
 RP0338                          STATION RECOVERY (2022)
 RP0338
 RP0338'RECOVERY NOTE BY MN DEPT OF TRANSP 2022 (TJD)
 RP0338'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DR9703 ***********************************************************************
 DR9703  DESIGNATION -  1401 Z
 DR9703  PID         -  DR9703
 DR9703  STATE/COUNTY-  MN/CLAY
 DR9703  COUNTRY     -  US
 DR9703  USGS QUAD   -  GLYNDON NORTH (2019)
 DR9703
 DR9703                         *CURRENT SURVEY CONTROL
 DR9703  ______________________________________________________________________
 DR9703* NAD 83(1986) POSITION- 46 52 37.     (N) 096 35 21.     (W)   SCALED
 DR9703* NAVD 88 ORTHO HEIGHT -   280.913 (meters)      921.63  (feet) ADJUSTED
 DR9703  ______________________________________________________________________
 DR9703  GEOID HEIGHT    -        -26.655 (meters)                     GEOID18
 DR9703  DYNAMIC HEIGHT  -        280.935 (meters)      921.70  (feet) COMP
 DR9703  MODELED GRAVITY -    980,687.7   (mgal)                       NAVD 88
 DR9703
 DR9703  VERT ORDER      -  SECOND    CLASS I
 DR9703
 DR9703.The horizontal coordinates were scaled from a map and have
 DR9703.an estimated accuracy of +/- 6 seconds.
 DR9703
 DR9703.The orthometric height was determined by differential leveling and
 DR9703.adjusted by the NATIONAL GEODETIC SURVEY
 DR9703.in April 2024.
 DR9703
 DR9703.Significant digits in the geoid height do not necessarily reflect accuracy.
 DR9703.GEOID18 height accuracy estimate available here.
 DR9703
 DR9703.Click photographs - Photos may exist for this station.
 DR9703
 DR9703.The dynamic height is computed by dividing the NAVD 88
 DR9703.geopotential number by the normal gravity value computed on the
 DR9703.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DR9703.degrees latitude (g = 980.6199 gals.).
 DR9703
 DR9703.The modeled gravity was interpolated from observed gravity values.
 DR9703
 DR9703;                    North         East    Units  Estimated Accuracy
 DR9703;SPC MN C     -   311,250.      621,720.      MT  (+/- 180 meters Scaled)
 DR9703
 DR9703_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPS837943(NAD 83)
 DR9703
 DR9703                          SUPERSEDED SURVEY CONTROL
 DR9703
 DR9703.No superseded survey control is available for this station.
 DR9703
 DR9703_MARKER: DB = BENCH MARK DISK
 DR9703_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 DR9703_STAMPING: 1401 Z 1965
 DR9703_MARK LOGO: MNHD
 DR9703_PROJECTION: PROJECTING 13 CENTIMETERS
 DR9703_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DR9703_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DR9703_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DR9703+SATELLITE: SATELLITE OBSERVATIONS - September 10, 2022
 DR9703
 DR9703  HISTORY     - Date     Condition        Report By
 DR9703  HISTORY     - 19650401 MONUMENTED       MNHD
 DR9703  HISTORY     - 20220910 GOOD             MNDT
 DR9703
 DR9703                          STATION DESCRIPTION
 DR9703
 DR9703'DESCRIBED BY MN DEPT OF TRANSP 2022 (TJD)
 DR9703'THE MARK IS LOCATED ABOUT 7.4 MI (11.9 KM) NORTH-NORTHEAST OF SABIN,
 DR9703'5.4 MI (8.7 KM) EAST OF DILWORTH AND IN THE TOWN OF GLYNDON, MN.
 DR9703'
 DR9703'THE MARK WAS LOCATED ABOUT 0.3 MI (0.5 KM) WEST OF GLYNDON, 0.3 MI
 DR9703'(0.5 KM) WEST ALONG TRUNK HIGHWAY 10 WEST (STATE STREET SOUTHWEST)
 DR9703'FROM THE JUNCTION OF TRUNK HIGHWAY 10 AND PLEASANT VIEW AVENUE, THEN
 DR9703'98.0 FT (29.9 M) SOUTH ON 100TH STREET SOUTH, AT TRUNK HIGHWAY 10
 DR9703'STATION 476+00, BETWEEN TWO ROUND GRAIN BINS.
 DR9703'
 DR9703'IT IS 26.8 FT (8.2 M) EAST-SOUTHEAST OF STATION S 376 AND 112.0 FT
 DR9703'(34.1 M) RIGHT OF EASTBOUND TRUNK HIGHWAY 10.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DQ1996 ***********************************************************************
 DQ1996  DESIGNATION -  1402 B
 DQ1996  PID         -  DQ1996
 DQ1996  STATE/COUNTY-  MN/CLAY
 DQ1996  COUNTRY     -  US
 DQ1996  USGS QUAD   -  HAWLEY SE (2019)
 DQ1996
 DQ1996                         *CURRENT SURVEY CONTROL
 DQ1996  ______________________________________________________________________
 DQ1996* NAD 83(2011) POSITION- 46 49 10.64682(N) 096 15 40.29406(W)   ADJUSTED
 DQ1996* NAD 83(2011) ELLIP HT-   371.273 (meters)        (09/09/24)   ADJUSTED
 DQ1996* NAD 83(2011) EPOCH   -  2010.00
 DQ1996* NAVD 88 ORTHO HEIGHT -   397.923 (meters)     1305.52  (feet) ADJUSTED
 DQ1996  ______________________________________________________________________
 DQ1996  GEOID HEIGHT    -        -26.689 (meters)                     GEOID18
 DQ1996  NAD 83(2011) X  -   -476,878.820 (meters)                     COMP
 DQ1996  NAD 83(2011) Y  - -4,346,503.241 (meters)                     COMP
 DQ1996  NAD 83(2011) Z  -  4,628,336.878 (meters)                     COMP
 DQ1996  LAPLACE CORR    -          1.64  (seconds)                    DEFLEC18
 DQ1996  DYNAMIC HEIGHT  -        397.945 (meters)     1305.59  (feet) COMP
 DQ1996  MODELED GRAVITY -    980,658.3   (mgal)                       NAVD 88
 DQ1996
 DQ1996  VERT ORDER      -  SECOND    CLASS I
 DQ1996
 DQ1996  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DQ1996  Standards:
 DQ1996         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DQ1996            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DQ1996  -------------------------------------------------------------------
 DQ1996  NETWORK    0.37   0.61           0.17   0.12   0.31     -0.07516959
 DQ1996  -------------------------------------------------------------------
 DQ1996  Click here for local accuracies and other accuracy information.
 DQ1996
 DQ1996.The horizontal coordinates were established by GPS observations
 DQ1996.and adjusted by the MN DEPT OF TRANSP in September 2024.
 DQ1996
 DQ1996.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DQ1996.been affixed to the stable North American tectonic plate. See 
 DQ1996.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DQ1996
 DQ1996.The horizontal coordinates are valid at the epoch date displayed above
 DQ1996.which is a decimal equivalence of Year/Month/Day.
 DQ1996
 DQ1996.The orthometric height was determined by differential leveling and
 DQ1996.adjusted by the NATIONAL GEODETIC SURVEY
 DQ1996.in August 2019.
 DQ1996
 DQ1996.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ1996.GEOID18 height accuracy estimate available here.
 DQ1996
 DQ1996.Click photographs - Photos may exist for this station.
 DQ1996
 DQ1996.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DQ1996
 DQ1996.The Laplace correction was computed from DEFLEC18 derived deflections.
 DQ1996
 DQ1996.The ellipsoidal height was determined by GPS observations
 DQ1996.and is referenced to NAD 83.
 DQ1996
 DQ1996.The dynamic height is computed by dividing the NAVD 88
 DQ1996.geopotential number by the normal gravity value computed on the
 DQ1996.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ1996.degrees latitude (g = 980.6199 gals.).
 DQ1996
 DQ1996.The modeled gravity was interpolated from observed gravity values.
 DQ1996
 DQ1996. The following values were computed from the NAD 83(2011) position.
 DQ1996
 DQ1996;                    North         East     Units Scale Factor Converg.
 DQ1996;SPC MN C     -   304,196.965   646,545.670   MT  0.99995780   -1 27 17.5
 DQ1996;SPC MN C     -   998,019.54  2,121,208.59   sFT  0.99995780   -1 27 17.5
 DQ1996;UTM  14      - 5,188,762.297   708,914.141   MT  1.00013647   +1 59 52.3
 DQ1996
 DQ1996!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DQ1996!SPC MN C     -   0.99994181  x   0.99995780  =   0.99989961
 DQ1996!UTM  14      -   0.99994181  x   1.00013647  =   1.00007827
 DQ1996
 DQ1996_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQS0891488762(NAD 83)
 DQ1996
 DQ1996                          SUPERSEDED SURVEY CONTROL
 DQ1996
 DQ1996.No superseded survey control is available for this station.
 DQ1996
 DQ1996_MARKER: DB = BENCH MARK DISK
 DQ1996_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 DQ1996_STAMPING: 1402 B 1952
 DQ1996_MARK LOGO: MNHD
 DQ1996_PROJECTION: PROJECTING 8 CENTIMETERS
 DQ1996_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DQ1996_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DQ1996_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ1996+SATELLITE: SATELLITE OBSERVATIONS - January 09, 2024
 DQ1996
 DQ1996  HISTORY     - Date     Condition        Report By
 DQ1996  HISTORY     - 19520401 MONUMENTED       MNHD
 DQ1996  HISTORY     - 20140513 GOOD             MNDT
 DQ1996  HISTORY     - 20210714 GOOD             MNDT
 DQ1996  HISTORY     - 20240109 GOOD             MNDT
 DQ1996
 DQ1996                          STATION DESCRIPTION
 DQ1996
 DQ1996'DESCRIBED BY MN DEPT OF TRANSP 2014 (KMS)
 DQ1996'THE STATION IS LOCATED ABOUT 6.2 MI (10.0 KM) SOUTH-SOUTHWEST OF DALE,
 DQ1996'5.6 MI (9.0 KM) NORTH OF ROLLAG AND 5.0 MI (8.0 KM) SOUTH-SOUTHEAST OF
 DQ1996'HAWLEY.
 DQ1996'
 DQ1996'TO REACH THE MARK GO 4.0 MI (6.4 KM) SOUTH ALONG TRUNK HIGHWAY 32 FROM
 DQ1996'THE JUNCTION OF TRUNK HIGHWAY 32 AND TRUNK HIGHWAY 10 (JUNCTION IS 3.0
 DQ1996'MI (4.8 KM) EAST OF HAWLEY), AT TRUNK HIGHWAY MILE POINT 11.5.
 DQ1996'
 DQ1996'THE MARK IS LOCATED 75.0 FT (22.9 M) WEST OF TRUNK HIGHWAY 32, 33.0 FT
 DQ1996'(10.1 M) NORTH OF 50TH AVENUE SOUTH, 0.5 FT (15 CM) EAST OF A WITNESS
 DQ1996'POST.
 DQ1996
 DQ1996                          STATION RECOVERY (2021)
 DQ1996
 DQ1996'RECOVERY NOTE BY MN DEPT OF TRANSP 2021 (DAS)
 DQ1996'RECOVERED IN GOOD CONDITION.
 DQ1996
 DQ1996                          STATION RECOVERY (2024)
 DQ1996
 DQ1996'RECOVERY NOTE BY MN DEPT OF TRANSP 2024 (AJH)
 DQ1996'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DP7330 ***********************************************************************
 DP7330  DESIGNATION -  1402 D
 DP7330  PID         -  DP7330
 DP7330  STATE/COUNTY-  MN/CLAY
 DP7330  COUNTRY     -  US
 DP7330  USGS QUAD   -  HAWLEY SE (2019)
 DP7330
 DP7330                         *CURRENT SURVEY CONTROL
 DP7330  ______________________________________________________________________
 DP7330* NAD 83(2011) POSITION- 46 45 38.74096(N) 096 15 13.06055(W)   ADJUSTED
 DP7330* NAD 83(2011) ELLIP HT-   365.917 (meters)        (05/15/15)   ADJUSTED
 DP7330* NAD 83(2011) EPOCH   -  2010.00
 DP7330* NAVD 88 ORTHO HEIGHT -   392.516 (meters)     1287.78  (feet) ADJUSTED
 DP7330  ______________________________________________________________________
 DP7330  GEOID HEIGHT    -        -26.627 (meters)                     GEOID18
 DP7330  NAD 83(2011) X  -   -476,824.089 (meters)                     COMP
 DP7330  NAD 83(2011) Y  - -4,351,303.713 (meters)                     COMP
 DP7330  NAD 83(2011) Z  -  4,623,852.511 (meters)                     COMP
 DP7330  LAPLACE CORR    -          1.23  (seconds)                    DEFLEC18
 DP7330  DYNAMIC HEIGHT  -        392.538 (meters)     1287.85  (feet) COMP
 DP7330  MODELED GRAVITY -    980,659.7   (mgal)                       NAVD 88
 DP7330
 DP7330  VERT ORDER      -  SECOND    CLASS I
 DP7330
 DP7330  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DP7330  Standards:
 DP7330         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DP7330            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DP7330  -------------------------------------------------------------------
 DP7330  NETWORK    0.39   0.63           0.18   0.13   0.32     -0.11099491
 DP7330  -------------------------------------------------------------------
 DP7330  Click here for local accuracies and other accuracy information.
 DP7330
 DP7330.The horizontal coordinates were established by GPS observations
 DP7330.and adjusted by the MN DEPT OF TRANSP in May 2015.
 DP7330
 DP7330.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DP7330.been affixed to the stable North American tectonic plate. See 
 DP7330.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DP7330
 DP7330.The horizontal coordinates are valid at the epoch date displayed above
 DP7330.which is a decimal equivalence of Year/Month/Day.
 DP7330
 DP7330.The orthometric height was determined by differential leveling and
 DP7330.adjusted by the NATIONAL GEODETIC SURVEY
 DP7330.in August 2019.
 DP7330
 DP7330.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP7330.GEOID18 height accuracy estimate available here.
 DP7330
 DP7330.Click photographs - Photos may exist for this station.
 DP7330
 DP7330.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DP7330
 DP7330.The Laplace correction was computed from DEFLEC18 derived deflections.
 DP7330
 DP7330.The ellipsoidal height was determined by GPS observations
 DP7330.and is referenced to NAD 83.
 DP7330
 DP7330.The dynamic height is computed by dividing the NAVD 88
 DP7330.geopotential number by the normal gravity value computed on the
 DP7330.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP7330.degrees latitude (g = 980.6199 gals.).
 DP7330
 DP7330.The modeled gravity was interpolated from observed gravity values.
 DP7330
 DP7330. The following values were computed from the NAD 83(2011) position.
 DP7330
 DP7330;                    North         East     Units Scale Factor Converg.
 DP7330;SPC MN C     -   297,641.154   646,957.241   MT  0.99994963   -1 26 57.8
 DP7330;SPC MN C     -   976,511.02  2,122,558.88   sFT  0.99994963   -1 26 57.8
 DP7330;UTM  14      - 5,182,241.954   709,719.832   MT  1.00014063   +2 00 05.2
 DP7330
 DP7330!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DP7330!SPC MN C     -   0.99994264  x   0.99994963  =   0.99989228
 DP7330!UTM  14      -   0.99994264  x   1.00014063  =   1.00008327
 DP7330
 DP7330_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQS0971982241(NAD 83)
 DP7330
 DP7330                          SUPERSEDED SURVEY CONTROL
 DP7330
 DP7330  NAVD 88 (05/15/15)  392.54   (m)  GEOID12A model used  GPS OBS        
 DP7330
 DP7330.Superseded values are not recommended for survey control.
 DP7330
 DP7330.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DP7330.See file dsdata.pdf to determine how the superseded data were derived.
 DP7330
 DP7330_MARKER: DB = BENCH MARK DISK
 DP7330_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 DP7330_STAMPING: 1402-D 1952
 DP7330_MARK LOGO: MNHD
 DP7330_PROJECTION: PROJECTING 8 CENTIMETERS
 DP7330_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DP7330_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DP7330_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP7330+SATELLITE: SATELLITE OBSERVATIONS - January 08, 2024
 DP7330
 DP7330  HISTORY     - Date     Condition        Report By
 DP7330  HISTORY     - 19520401 MONUMENTED       MNHD
 DP7330  HISTORY     - 20140513 GOOD             MNDT
 DP7330  HISTORY     - 20150128 GOOD             MNDT
 DP7330  HISTORY     - 20240108 GOOD             MNDT
 DP7330
 DP7330                          STATION DESCRIPTION
 DP7330
 DP7330'DESCRIBED BY MN DEPT OF TRANSP 2014 (KMS)
 DP7330'RECOVERED AS DESCRIBED.
 DP7330
 DP7330                          STATION RECOVERY (2015)
 DP7330
 DP7330'RECOVERY NOTE BY MN DEPT OF TRANSP 2015 (KXJ)
 DP7330'1.6 MILES NORTHWEST OF ROLLAG, 1.4 MILES NORTH ON TRUNK HIGHWAY 32
 DP7330'NORTH (270TH STREET SOUTH) FROM JUNCTION OF TRUNK HIGHWAY 32 NORTH AND
 DP7330'102ND AVENUE SOUTH, AT TRUNK HIGHWAY 32 MILEPOINT 7.3, 254 FEET
 DP7330'SOUTHEAST OF COUNTY ROAD 10/90TH AVENUE SOUTH, 75 FEET NORTHWEST OF
 DP7330'TRUNK HIGHWAY 32, 5.0 FEET SOUTHEAST OF POWER POLE, 0.5 FOOT EAST OF
 DP7330'WITNESS POST.
 DP7330
 DP7330                          STATION RECOVERY (2024)
 DP7330
 DP7330'RECOVERY NOTE BY MN DEPT OF TRANSP 2024 (AJH)
 DP7330'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DQ1985 ***********************************************************************
 DQ1985  DESIGNATION -  1402 E
 DQ1985  PID         -  DQ1985
 DQ1985  STATE/COUNTY-  MN/CLAY
 DQ1985  COUNTRY     -  US
 DQ1985  USGS QUAD   -  ROLLAG (2019)
 DQ1985
 DQ1985                         *CURRENT SURVEY CONTROL
 DQ1985  ______________________________________________________________________
 DQ1985* NAD 83(2011) POSITION- 46 40 24.70080(N) 096 14 12.56956(W)   ADJUSTED
 DQ1985* NAD 83(2011) ELLIP HT-   387.114 (meters)        (11/14/23)   ADJUSTED
 DQ1985* NAD 83(2011) EPOCH   -  2010.00
 DQ1985* NAVD 88 ORTHO HEIGHT -   413.667 (meters)     1357.17  (feet) ADJUSTED
 DQ1985  ______________________________________________________________________
 DQ1985  GEOID HEIGHT    -        -26.587 (meters)                     GEOID18
 DQ1985  NAD 83(2011) X  -   -476,316.517 (meters)                     COMP
 DQ1985  NAD 83(2011) Y  - -4,358,475.881 (meters)                     COMP
 DQ1985  NAD 83(2011) Z  -  4,617,219.057 (meters)                     COMP
 DQ1985  LAPLACE CORR    -         -0.29  (seconds)                    DEFLEC18
 DQ1985  DYNAMIC HEIGHT  -        413.687 (meters)     1357.24  (feet) COMP
 DQ1985  MODELED GRAVITY -    980,650.6   (mgal)                       NAVD 88
 DQ1985
 DQ1985  VERT ORDER      -  SECOND    CLASS I
 DQ1985
 DQ1985  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DQ1985  Standards:
 DQ1985         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DQ1985            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DQ1985  -------------------------------------------------------------------
 DQ1985  NETWORK    0.68   1.27           0.31   0.24   0.65     -0.09847462
 DQ1985  -------------------------------------------------------------------
 DQ1985  Click here for local accuracies and other accuracy information.
 DQ1985
 DQ1985.The horizontal coordinates were established by GPS observations
 DQ1985.and adjusted by the MN DEPT OF TRANSP in November 2023.
 DQ1985
 DQ1985.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DQ1985.been affixed to the stable North American tectonic plate. See 
 DQ1985.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DQ1985
 DQ1985.The horizontal coordinates are valid at the epoch date displayed above
 DQ1985.which is a decimal equivalence of Year/Month/Day.
 DQ1985
 DQ1985.The orthometric height was determined by differential leveling and
 DQ1985.adjusted by the NATIONAL GEODETIC SURVEY
 DQ1985.in August 2019.
 DQ1985
 DQ1985.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ1985.GEOID18 height accuracy estimate available here.
 DQ1985
 DQ1985.Click photographs - Photos may exist for this station.
 DQ1985
 DQ1985.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DQ1985
 DQ1985.The Laplace correction was computed from DEFLEC18 derived deflections.
 DQ1985
 DQ1985.The ellipsoidal height was determined by GPS observations
 DQ1985.and is referenced to NAD 83.
 DQ1985
 DQ1985.The dynamic height is computed by dividing the NAVD 88
 DQ1985.geopotential number by the normal gravity value computed on the
 DQ1985.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ1985.degrees latitude (g = 980.6199 gals.).
 DQ1985
 DQ1985.The modeled gravity was interpolated from observed gravity values.
 DQ1985
 DQ1985. The following values were computed from the NAD 83(2011) position.
 DQ1985
 DQ1985;                    North         East     Units Scale Factor Converg.
 DQ1985;SPC MN C     -   287,915.086   647,997.220   MT  0.99993947   -1 26 14.1
 DQ1985;SPC MN C     -   944,601.41  2,125,970.88   sFT  0.99993947   -1 26 14.1
 DQ1985;UTM  14      - 5,172,594.147   711,343.453   MT  1.00014904   +2 00 39.0
 DQ1985
 DQ1985!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DQ1985!SPC MN C     -   0.99993932  x   0.99993947  =   0.99987879
 DQ1985!UTM  14      -   0.99993932  x   1.00014904  =   1.00008835
 DQ1985
 DQ1985_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQS1134372594(NAD 83)
 DQ1985
 DQ1985                          SUPERSEDED SURVEY CONTROL
 DQ1985
 DQ1985.No superseded survey control is available for this station.
 DQ1985
 DQ1985_MARKER: F = FLANGE-ENCASED ROD
 DQ1985_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DQ1985_STAMPING: 1402 E 2013
 DQ1985_MARK LOGO: MNDT
 DQ1985_PROJECTION: RECESSED 3 CENTIMETERS
 DQ1985_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DQ1985_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ1985_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ1985+SATELLITE: SATELLITE OBSERVATIONS - May 24, 2023
 DQ1985_ROD/PIPE-DEPTH: 3.4 meters
 DQ1985
 DQ1985  HISTORY     - Date     Condition        Report By
 DQ1985  HISTORY     - 20130911 MONUMENTED       MNDT
 DQ1985  HISTORY     - 20230524 GOOD             MNDT
 DQ1985
 DQ1985                          STATION DESCRIPTION
 DQ1985
 DQ1985'DESCRIBED BY MN DEPT OF TRANSP 2013
 DQ1985'THE STATION IS LOCATED ABOUT 9.1 MI (14.6 KM) WEST-SOUTHWEST OF
 DQ1985'CORMORANT, 8.8 MI (14.2 KM) EAST OF BARNESVILLE AND 4.6 MI (7.4 KM)
 DQ1985'SOUTH OF ROLLAG.
 DQ1985'
 DQ1985'TO REACH THE MARK GO 8.75 MI (14.1 KM) EAST ALONG TRUNK HIGHWAY 34
 DQ1985'FROM THE JUNCTION OF TRUNK HIGHWAY 34 AND TRUNK HIGHWAY 9 IN
 DQ1985'BARNESVILLE, THEN 1.0 MI (1.6 KM) NORTH ALONG TRUNK HIGHWAY 32, AT
 DQ1985'TRUNK HIGHWAY 32 MILEPOST 1.0.
 DQ1985'
 DQ1985'THE MARK IS LOCATED 76.7 FT (23.4 M) WEST OF TRUNK HIGHWAY 32, 49.1 FT
 DQ1985'(15.0 M) SOUTH OF 150TH AVENUE SOUTH, 15.8 FT (4.8 M) EAST OF A FIELD
 DQ1985'ENTRANCE, 3.0 FT (0.9 M) SOUTH OF A WITNESS POST.
 DQ1985'
 DQ1985'NOTE - THE STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM
 DQ1985'ROD DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION REMOVABLE
 DQ1985'DISK SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH
 DQ1985'PVC PIPE BACK FILLED WITH WASHED SAND.
 DQ1985
 DQ1985                          STATION RECOVERY (2023)
 DQ1985
 DQ1985'RECOVERY NOTE BY MN DEPT OF TRANSP 2023 (LXG)
 DQ1985'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DQ1989 ***********************************************************************
 DQ1989  DESIGNATION -  1402 E 1
 DQ1989  PID         -  DQ1989
 DQ1989  STATE/COUNTY-  MN/CLAY
 DQ1989  COUNTRY     -  US
 DQ1989  USGS QUAD   -  ROLLAG (2019)
 DQ1989
 DQ1989                         *CURRENT SURVEY CONTROL
 DQ1989  ______________________________________________________________________
 DQ1989* NAD 83(2011) POSITION- 46 43 55.58201(N) 096 14 17.49475(W)   ADJUSTED
 DQ1989* NAD 83(2011) ELLIP HT-   368.855 (meters)        (09/09/24)   ADJUSTED
 DQ1989* NAD 83(2011) EPOCH   -  2010.00
 DQ1989* NAVD 88 ORTHO HEIGHT -   395.409 (meters)     1297.27  (feet) ADJUSTED
 DQ1989  ______________________________________________________________________
 DQ1989  GEOID HEIGHT    -        -26.593 (meters)                     GEOID18
 DQ1989  NAD 83(2011) X  -   -475,904.209 (meters)                     COMP
 DQ1989  NAD 83(2011) Y  - -4,353,740.484 (meters)                     COMP
 DQ1989  NAD 83(2011) Z  -  4,621,671.738 (meters)                     COMP
 DQ1989  LAPLACE CORR    -          0.87  (seconds)                    DEFLEC18
 DQ1989  DYNAMIC HEIGHT  -        395.430 (meters)     1297.34  (feet) COMP
 DQ1989  MODELED GRAVITY -    980,655.3   (mgal)                       NAVD 88
 DQ1989
 DQ1989  VERT ORDER      -  SECOND    CLASS I
 DQ1989
 DQ1989  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DQ1989  Standards:
 DQ1989         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DQ1989            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DQ1989  -------------------------------------------------------------------
 DQ1989  NETWORK    0.37   0.73           0.17   0.13   0.37      0.10191802
 DQ1989  -------------------------------------------------------------------
 DQ1989  Click here for local accuracies and other accuracy information.
 DQ1989
 DQ1989.The horizontal coordinates were established by GPS observations
 DQ1989.and adjusted by the MN DEPT OF TRANSP in September 2024.
 DQ1989
 DQ1989.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DQ1989.been affixed to the stable North American tectonic plate. See 
 DQ1989.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DQ1989
 DQ1989.The horizontal coordinates are valid at the epoch date displayed above
 DQ1989.which is a decimal equivalence of Year/Month/Day.
 DQ1989
 DQ1989.The orthometric height was determined by differential leveling and
 DQ1989.adjusted by the NATIONAL GEODETIC SURVEY
 DQ1989.in August 2019.
 DQ1989
 DQ1989.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ1989.GEOID18 height accuracy estimate available here.
 DQ1989
 DQ1989.Click photographs - Photos may exist for this station.
 DQ1989
 DQ1989.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DQ1989
 DQ1989.The Laplace correction was computed from DEFLEC18 derived deflections.
 DQ1989
 DQ1989.The ellipsoidal height was determined by GPS observations
 DQ1989.and is referenced to NAD 83.
 DQ1989
 DQ1989.The dynamic height is computed by dividing the NAVD 88
 DQ1989.geopotential number by the normal gravity value computed on the
 DQ1989.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ1989.degrees latitude (g = 980.6199 gals.).
 DQ1989
 DQ1989.The modeled gravity was interpolated from observed gravity values.
 DQ1989
 DQ1989. The following values were computed from the NAD 83(2011) position.
 DQ1989
 DQ1989;                    North         East     Units Scale Factor Converg.
 DQ1989;SPC MN C     -   294,427.126   648,056.008   MT  0.99994603   -1 26 17.6
 DQ1989;SPC MN C     -   965,966.33  2,126,163.75   sFT  0.99994603   -1 26 17.6
 DQ1989;UTM  14      - 5,179,099.266   711,010.296   MT  1.00014730   +2 00 42.4
 DQ1989
 DQ1989!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DQ1989!SPC MN C     -   0.99994218  x   0.99994603  =   0.99988822
 DQ1989!UTM  14      -   0.99994218  x   1.00014730  =   1.00008948
 DQ1989
 DQ1989_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQS1101079099(NAD 83)
 DQ1989
 DQ1989                          SUPERSEDED SURVEY CONTROL
 DQ1989
 DQ1989.No superseded survey control is available for this station.
 DQ1989
 DQ1989_MARKER: DB = BENCH MARK DISK
 DQ1989_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 DQ1989_STAMPING: 1402-E 1 1952
 DQ1989_MARK LOGO: MNHD
 DQ1989_PROJECTION: FLUSH
 DQ1989_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DQ1989_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DQ1989_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ1989+SATELLITE: SATELLITE OBSERVATIONS - December 20, 2023
 DQ1989
 DQ1989  HISTORY     - Date     Condition        Report By
 DQ1989  HISTORY     - 19520401 MONUMENTED       MNHD
 DQ1989  HISTORY     - 20140513 GOOD             MNDT
 DQ1989  HISTORY     - 20231220 GOOD             MNDT
 DQ1989
 DQ1989                          STATION DESCRIPTION
 DQ1989
 DQ1989'DESCRIBED BY MN DEPT OF TRANSP 2014 (KMS)
 DQ1989'THE STATION IS LOCATED ABOUT 10.2 MI (16.4 KM) EAST-NORTHEAST OF
 DQ1989'BARNESVILLE, 8.2 MI (13.2 KM) WEST OF CORMORANT AND IN THE TOWN OF
 DQ1989'ROLLAG, MN.
 DQ1989'
 DQ1989'TO REACH THE MARK GO 8.75 MI (14.1 KM) EAST ALONG TRUNK HIGHWAY 34
 DQ1989'FROM THE JUNCTION OF TRUNK HIGHWAY 34 AND TRUNK HIGHWAY 9 IN
 DQ1989'BARNESVILLE, THEN 5.0 MI (8.0 KM) NORTH ON TRUNK HIGHWAY 32, AT TRUNK
 DQ1989'HIGHWAY 32 MILE POINT 5.05.
 DQ1989'
 DQ1989'THE MARK IS LOCATED 95.0 FT (29.0 M) WEST OF TRUNK HIGHWAY 32, 67.2 FT
 DQ1989'(20.5 M) SOUTH OF 110TH AVENUE SOUTH, 1.0 FT (0.3 M) NORTH OF A
 DQ1989'WITNESS POST.
 DQ1989
 DQ1989                          STATION RECOVERY (2023)
 DQ1989
 DQ1989'RECOVERY NOTE BY MN DEPT OF TRANSP 2023 (TJD)
 DQ1989'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DP7331 ***********************************************************************
 DP7331  DESIGNATION -  1402 F
 DP7331  PID         -  DP7331
 DP7331  STATE/COUNTY-  MN/CLAY
 DP7331  COUNTRY     -  US
 DP7331  USGS QUAD   -  ROLLAG (2019)
 DP7331
 DP7331                         *CURRENT SURVEY CONTROL
 DP7331  ______________________________________________________________________
 DP7331* NAD 83(2011) POSITION- 46 43 09.31731(N) 096 14 15.09912(W)   ADJUSTED
 DP7331* NAD 83(2011) ELLIP HT-   387.466 (meters)        (05/15/15)   ADJUSTED
 DP7331* NAD 83(2011) EPOCH   -  2010.00
 DP7331* NAVD 88 ORTHO HEIGHT -   414.012 (meters)     1358.30  (feet) ADJUSTED
 DP7331  ______________________________________________________________________
 DP7331  GEOID HEIGHT    -        -26.584 (meters)                     GEOID18
 DP7331  NAD 83(2011) X  -   -475,968.049 (meters)                     COMP
 DP7331  NAD 83(2011) Y  - -4,354,792.748 (meters)                     COMP
 DP7331  NAD 83(2011) Z  -  4,620,705.922 (meters)                     COMP
 DP7331  LAPLACE CORR    -          0.34  (seconds)                    DEFLEC18
 DP7331  DYNAMIC HEIGHT  -        414.033 (meters)     1358.37  (feet) COMP
 DP7331  MODELED GRAVITY -    980,653.0   (mgal)                       NAVD 88
 DP7331
 DP7331  VERT ORDER      -  SECOND    CLASS I
 DP7331
 DP7331  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DP7331  Standards:
 DP7331         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DP7331            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DP7331  -------------------------------------------------------------------
 DP7331  NETWORK    0.33   0.67           0.15   0.11   0.34      0.00913464
 DP7331  -------------------------------------------------------------------
 DP7331  Click here for local accuracies and other accuracy information.
 DP7331
 DP7331.The horizontal coordinates were established by GPS observations
 DP7331.and adjusted by the MN DEPT OF TRANSP in May 2015.
 DP7331
 DP7331.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DP7331.been affixed to the stable North American tectonic plate. See 
 DP7331.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DP7331
 DP7331.The horizontal coordinates are valid at the epoch date displayed above
 DP7331.which is a decimal equivalence of Year/Month/Day.
 DP7331
 DP7331.The orthometric height was determined by differential leveling and
 DP7331.adjusted by the NATIONAL GEODETIC SURVEY
 DP7331.in August 2019.
 DP7331
 DP7331.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP7331.GEOID18 height accuracy estimate available here.
 DP7331
 DP7331.Click photographs - Photos may exist for this station.
 DP7331
 DP7331.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DP7331
 DP7331.The Laplace correction was computed from DEFLEC18 derived deflections.
 DP7331
 DP7331.The ellipsoidal height was determined by GPS observations
 DP7331.and is referenced to NAD 83.
 DP7331
 DP7331.The dynamic height is computed by dividing the NAVD 88
 DP7331.geopotential number by the normal gravity value computed on the
 DP7331.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP7331.degrees latitude (g = 980.6199 gals.).
 DP7331
 DP7331.The modeled gravity was interpolated from observed gravity values.
 DP7331
 DP7331. The following values were computed from the NAD 83(2011) position.
 DP7331
 DP7331;                    North         East     Units Scale Factor Converg.
 DP7331;SPC MN C     -   292,997.756   648,071.010   MT  0.99994450   -1 26 15.9
 DP7331;SPC MN C     -   961,276.80  2,126,212.97   sFT  0.99994450   -1 26 15.9
 DP7331;UTM  14      - 5,177,673.100   711,111.302   MT  1.00014783   +2 00 42.6
 DP7331
 DP7331!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DP7331!SPC MN C     -   0.99993927  x   0.99994450  =   0.99988377
 DP7331!UTM  14      -   0.99993927  x   1.00014783  =   1.00008709
 DP7331
 DP7331_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQS1111177673(NAD 83)
 DP7331
 DP7331                          SUPERSEDED SURVEY CONTROL
 DP7331
 DP7331  NAVD 88 (05/15/15)  414.05   (m)  GEOID12A model used  GPS OBS        
 DP7331
 DP7331.Superseded values are not recommended for survey control.
 DP7331
 DP7331.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DP7331.See file dsdata.pdf to determine how the superseded data were derived.
 DP7331
 DP7331_MARKER: F = FLANGE-ENCASED ROD
 DP7331_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DP7331_STAMPING: 1402 F 2013
 DP7331_MARK LOGO: MNDT
 DP7331_PROJECTION: RECESSED 3 CENTIMETERS
 DP7331_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DP7331_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DP7331_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP7331+SATELLITE: SATELLITE OBSERVATIONS - December 20, 2023
 DP7331_ROD/PIPE-DEPTH: 5.2 meters
 DP7331
 DP7331  HISTORY     - Date     Condition        Report By
 DP7331  HISTORY     - 20130911 MONUMENTED       MNDT
 DP7331  HISTORY     - 20140513 GOOD             MNDT
 DP7331  HISTORY     - 20231220 GOOD             MNDT
 DP7331
 DP7331                          STATION DESCRIPTION
 DP7331
 DP7331'DESCRIBED BY MN DEPT OF TRANSP 2013
 DP7331'1.5 MILES SOUTH OF ROLLAG, 1.6 SOUTH ALONG TRUNK HIGHWAY 32 FROM THE
 DP7331'JUNCTION OF TRUNK HIGHWAY 32 AND 103RD AVENUE SOUTH IN ROLLAG, AT
 DP7331'TRUNK HIGHWAY 32 MILEPOINT 4.15, 49.4 FEET WEST OF TRUNK HIGHWAY 32,
 DP7331'0.10 MILE NORTH OF COUNTY ROAD 126 AND COUNTY ROAD 6, 16.3 FEET SOUTH
 DP7331'OF FIELD ENTRANCE, 3.0 FEET NORTH OF WITNESS POST.
 DP7331
 DP7331                          STATION RECOVERY (2014)
 DP7331
 DP7331'RECOVERY NOTE BY MN DEPT OF TRANSP 2014 (MAS)
 DP7331'RECOVERED AS DESCRIBED.
 DP7331'
 DP7331'NOTE - THE STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM
 DP7331'ROD DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION REMOVABLE
 DP7331'DISK SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH
 DP7331'PVC PIPE BACK FILLED WITH WASHED SAND.
 DP7331
 DP7331                          STATION RECOVERY (2023)
 DP7331
 DP7331'RECOVERY NOTE BY MN DEPT OF TRANSP 2023 (TJD)
 DP7331'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DP7332 ***********************************************************************
 DP7332  DESIGNATION -  1402 G
 DP7332  PID         -  DP7332
 DP7332  STATE/COUNTY-  MN/CLAY
 DP7332  COUNTRY     -  US
 DP7332  USGS QUAD   -  HAWLEY SE (2019)
 DP7332
 DP7332                         *CURRENT SURVEY CONTROL
 DP7332  ______________________________________________________________________
 DP7332* NAD 83(2011) POSITION- 46 48 18.52371(N) 096 15 42.07039(W)   ADJUSTED
 DP7332* NAD 83(2011) ELLIP HT-   370.081 (meters)        (05/15/15)   ADJUSTED
 DP7332* NAD 83(2011) EPOCH   -  2010.00
 DP7332* NAVD 88 ORTHO HEIGHT -   396.716 (meters)     1301.56  (feet) ADJUSTED
 DP7332  ______________________________________________________________________
 DP7332  GEOID HEIGHT    -        -26.674 (meters)                     GEOID18
 DP7332  NAD 83(2011) X  -   -477,044.169 (meters)                     COMP
 DP7332  NAD 83(2011) Y  - -4,347,664.939 (meters)                     COMP
 DP7332  NAD 83(2011) Z  -  4,627,234.386 (meters)                     COMP
 DP7332  LAPLACE CORR    -          1.62  (seconds)                    DEFLEC18
 DP7332  DYNAMIC HEIGHT  -        396.738 (meters)     1301.63  (feet) COMP
 DP7332  MODELED GRAVITY -    980,658.7   (mgal)                       NAVD 88
 DP7332
 DP7332  VERT ORDER      -  SECOND    CLASS I
 DP7332
 DP7332  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DP7332  Standards:
 DP7332         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DP7332            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DP7332  -------------------------------------------------------------------
 DP7332  NETWORK    0.34   0.57           0.16   0.11   0.29     -0.04116571
 DP7332  -------------------------------------------------------------------
 DP7332  Click here for local accuracies and other accuracy information.
 DP7332
 DP7332.The horizontal coordinates were established by GPS observations
 DP7332.and adjusted by the MN DEPT OF TRANSP in May 2015.
 DP7332
 DP7332.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DP7332.been affixed to the stable North American tectonic plate. See 
 DP7332.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DP7332
 DP7332.The horizontal coordinates are valid at the epoch date displayed above
 DP7332.which is a decimal equivalence of Year/Month/Day.
 DP7332
 DP7332.The orthometric height was determined by differential leveling and
 DP7332.adjusted by the NATIONAL GEODETIC SURVEY
 DP7332.in August 2019.
 DP7332
 DP7332.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP7332.GEOID18 height accuracy estimate available here.
 DP7332
 DP7332.Click photographs - Photos may exist for this station.
 DP7332
 DP7332.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DP7332
 DP7332.The Laplace correction was computed from DEFLEC18 derived deflections.
 DP7332
 DP7332.The ellipsoidal height was determined by GPS observations
 DP7332.and is referenced to NAD 83.
 DP7332
 DP7332.The dynamic height is computed by dividing the NAVD 88
 DP7332.geopotential number by the normal gravity value computed on the
 DP7332.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP7332.degrees latitude (g = 980.6199 gals.).
 DP7332
 DP7332.The modeled gravity was interpolated from observed gravity values.
 DP7332
 DP7332. The following values were computed from the NAD 83(2011) position.
 DP7332
 DP7332;                    North         East     Units Scale Factor Converg.
 DP7332;SPC MN C     -   302,588.960   646,467.156   MT  0.99995569   -1 27 18.8
 DP7332;SPC MN C     -   992,743.95  2,120,950.99   sFT  0.99995569   -1 27 18.8
 DP7332;UTM  14      - 5,187,152.193   708,932.608   MT  1.00013657   +1 59 49.3
 DP7332
 DP7332!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DP7332!SPC MN C     -   0.99994199  x   0.99995569  =   0.99989768
 DP7332!UTM  14      -   0.99994199  x   1.00013657  =   1.00007855
 DP7332
 DP7332_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQS0893287152(NAD 83)
 DP7332
 DP7332                          SUPERSEDED SURVEY CONTROL
 DP7332
 DP7332  NAVD 88 (05/15/15)  396.76   (m)  GEOID12A model used  GPS OBS        
 DP7332
 DP7332.Superseded values are not recommended for survey control.
 DP7332
 DP7332.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DP7332.See file dsdata.pdf to determine how the superseded data were derived.
 DP7332
 DP7332_MARKER: F = FLANGE-ENCASED ROD
 DP7332_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DP7332_STAMPING: 1402 G 2013
 DP7332_MARK LOGO: MNDT
 DP7332_PROJECTION: RECESSED 8 CENTIMETERS
 DP7332_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DP7332_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DP7332_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP7332+SATELLITE: SATELLITE OBSERVATIONS - January 08, 2024
 DP7332_ROD/PIPE-DEPTH: 7.3 meters
 DP7332
 DP7332  HISTORY     - Date     Condition        Report By
 DP7332  HISTORY     - 20130911 MONUMENTED       MNDT
 DP7332  HISTORY     - 20140513 GOOD             MNDT
 DP7332  HISTORY     - 20240108 GOOD             MNDT
 DP7332
 DP7332                          STATION DESCRIPTION
 DP7332
 DP7332'DESCRIBED BY MN DEPT OF TRANSP 2013
 DP7332'4.5 MILES SOUTHEAST OF HAWLEY, 4.95 MILES SOUTH ALONG TRUNK HIGHWAY 32
 DP7332'FROM THE JUNCTION OF TRUNK HIGHWAY 32 AND TRUNK HIGHWAY 10, JUNCTION
 DP7332'IS 3.0 MILES EAST OF HAWLEY, AT TRUNK HIGHWAY 32 MILEPOINT 10.55, 91.1
 DP7332'FEET WEST OF TRUNK HIGHWAY 32, 42.7 FEET NORTH OF COUNTY ROAD 119
 DP7332'(60TH AVENUE SOUTH), 1.5 FEET EAST OF RIGHT OF WAY POST, 1.5 FEET EAST
 DP7332'OF WITNESS POST.
 DP7332
 DP7332                          STATION RECOVERY (2014)
 DP7332
 DP7332'RECOVERY NOTE BY MN DEPT OF TRANSP 2014 (MAS)
 DP7332'RECOVERED AS DESCRIBED.
 DP7332'
 DP7332'NOTE - THE STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM
 DP7332'ROD DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION REMOVABLE
 DP7332'DISK SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH
 DP7332'PVC PIPE BACK FILLED WITH WASHED SAND.
 DP7332
 DP7332                          STATION RECOVERY (2024)
 DP7332
 DP7332'RECOVERY NOTE BY MN DEPT OF TRANSP 2024 (AJH)
 DP7332'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DQ1999 ***********************************************************************
 DQ1999  DESIGNATION -  1402 H
 DQ1999  PID         -  DQ1999
 DQ1999  STATE/COUNTY-  MN/CLAY
 DQ1999  COUNTRY     -  US
 DQ1999  USGS QUAD   -  HAWLEY SE (2019)
 DQ1999
 DQ1999                         *CURRENT SURVEY CONTROL
 DQ1999  ______________________________________________________________________
 DQ1999* NAD 83(2011) POSITION- 46 51 41.00347(N) 096 15 34.74857(W)   ADJUSTED
 DQ1999* NAD 83(2011) ELLIP HT-   358.956 (meters)        (02/07/24)   ADJUSTED
 DQ1999* NAD 83(2011) EPOCH   -  2010.00
 DQ1999* NAVD 88 ORTHO HEIGHT -   385.671 (meters)     1265.32  (feet) ADJUSTED
 DQ1999  ______________________________________________________________________
 DQ1999  GEOID HEIGHT    -        -26.739 (meters)                     GEOID18
 DQ1999  NAD 83(2011) X  -   -476,391.740 (meters)                     COMP
 DQ1999  NAD 83(2011) Y  - -4,343,140.836 (meters)                     COMP
 DQ1999  NAD 83(2011) Z  -  4,631,504.036 (meters)                     COMP
 DQ1999  LAPLACE CORR    -          0.91  (seconds)                    DEFLEC18
 DQ1999  DYNAMIC HEIGHT  -        385.692 (meters)     1265.39  (feet) COMP
 DQ1999  MODELED GRAVITY -    980,658.5   (mgal)                       NAVD 88
 DQ1999
 DQ1999  VERT ORDER      -  SECOND    CLASS I
 DQ1999
 DQ1999  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DQ1999  Standards:
 DQ1999         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DQ1999            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DQ1999  -------------------------------------------------------------------
 DQ1999  NETWORK    0.62   1.41           0.28   0.22   0.72     -0.11440980
 DQ1999  -------------------------------------------------------------------
 DQ1999  Click here for local accuracies and other accuracy information.
 DQ1999
 DQ1999.The horizontal coordinates were established by GPS observations
 DQ1999.and adjusted by the MN DEPT OF TRANSP in February 2024.
 DQ1999
 DQ1999.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DQ1999.been affixed to the stable North American tectonic plate. See 
 DQ1999.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DQ1999
 DQ1999.The horizontal coordinates are valid at the epoch date displayed above
 DQ1999.which is a decimal equivalence of Year/Month/Day.
 DQ1999
 DQ1999.The orthometric height was determined by differential leveling and
 DQ1999.adjusted by the NATIONAL GEODETIC SURVEY
 DQ1999.in August 2019.
 DQ1999
 DQ1999.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ1999.GEOID18 height accuracy estimate available here.
 DQ1999
 DQ1999.Click photographs - Photos may exist for this station.
 DQ1999
 DQ1999.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DQ1999
 DQ1999.The Laplace correction was computed from DEFLEC18 derived deflections.
 DQ1999
 DQ1999.The ellipsoidal height was determined by GPS observations
 DQ1999.and is referenced to NAD 83.
 DQ1999
 DQ1999.The dynamic height is computed by dividing the NAVD 88
 DQ1999.geopotential number by the normal gravity value computed on the
 DQ1999.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ1999.degrees latitude (g = 980.6199 gals.).
 DQ1999
 DQ1999.The modeled gravity was interpolated from observed gravity values.
 DQ1999
 DQ1999. The following values were computed from the NAD 83(2011) position.
 DQ1999
 DQ1999;                    North         East     Units Scale Factor Converg.
 DQ1999;SPC MN C     -   308,835.308   646,780.968   MT  0.99996424   -1 27 13.5
 DQ1999;SPC MN C     - 1,013,237.17  2,121,980.56   sFT  0.99996424   -1 27 13.5
 DQ1999;UTM  14      - 5,193,407.206   708,869.603   MT  1.00013624   +2 00 01.3
 DQ1999
 DQ1999!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DQ1999!SPC MN C     -   0.99994374  x   0.99996424  =   0.99990798
 DQ1999!UTM  14      -   0.99994374  x   1.00013624  =   1.00007997
 DQ1999
 DQ1999_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQS0886993407(NAD 83)
 DQ1999
 DQ1999                          SUPERSEDED SURVEY CONTROL
 DQ1999
 DQ1999.No superseded survey control is available for this station.
 DQ1999
 DQ1999_MARKER: F = FLANGE-ENCASED ROD
 DQ1999_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DQ1999_STAMPING: 1402 H 2014
 DQ1999_MARK LOGO: MNDT
 DQ1999_PROJECTION: RECESSED 5 CENTIMETERS
 DQ1999_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DQ1999_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ1999_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ1999+SATELLITE: SATELLITE OBSERVATIONS - June 13, 2023
 DQ1999_ROD/PIPE-DEPTH: 3.7 meters
 DQ1999
 DQ1999  HISTORY     - Date     Condition        Report By
 DQ1999  HISTORY     - 20140604 MONUMENTED       MNDT
 DQ1999  HISTORY     - 20220914 GOOD             MNDT
 DQ1999  HISTORY     - 20230613 GOOD             MNDT
 DQ1999
 DQ1999                          STATION DESCRIPTION
 DQ1999
 DQ1999'DESCRIBED BY MN DEPT OF TRANSP 2014
 DQ1999'THE STATION IS LOCATED ABOUT 8.0 MI (12.9 KM) WEST-SOUTHWEST OF LAKE
 DQ1999'PARK, 3.6 MI (5.8 KM) SOUTH-SOUTHWEST OF DALE AND 3.0 MI (4.8 KM)
 DQ1999'EAST-SOUTHEAST OF HAWLEY.
 DQ1999'
 DQ1999'TO REACH THE MARK GO 1.1 MI (1.8 KM) SOUTH ALONG TRUNK HIGHWAY 32 FROM
 DQ1999'THE JUNCTION OF TRUNK HIGHWAY 32 AND TRUNK HIGHWAY 10 (JUNCTION IS 3.0
 DQ1999'MI (4.8 KM) EAST OF HAWLEY), AT TRUNK HIGHWAY 32 MILE POINT 14.45.
 DQ1999'
 DQ1999'THE MARK IS LOCATED 47.5 FT (14.5 M) EAST OF TRUNK HIGHWAY 32, 27.0 FT
 DQ1999'(8.2 M) NORTH OF A FIELD ENTRANCE, 1.5 FT (0.5 M) WEST OF A WITNESS
 DQ1999'POST.
 DQ1999'
 DQ1999'NOTE - THE STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM
 DQ1999'ROD DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION REMOVABLE
 DQ1999'DISK SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH
 DQ1999'PVC PIPE BACK FILLED WITH WASHED SAND.
 DQ1999
 DQ1999                          STATION RECOVERY (2022)
 DQ1999
 DQ1999'RECOVERY NOTE BY MN DEPT OF TRANSP 2022 (KMS)
 DQ1999'RECOVERED AS DESCRIBED.
 DQ1999
 DQ1999                          STATION RECOVERY (2023)
 DQ1999
 DQ1999'RECOVERY NOTE BY MN DEPT OF TRANSP 2023 (JXP)
 DQ1999'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DQ1998 ***********************************************************************
 DQ1998  DESIGNATION -  1402 J
 DQ1998  PID         -  DQ1998
 DQ1998  STATE/COUNTY-  MN/CLAY
 DQ1998  COUNTRY     -  US
 DQ1998  USGS QUAD   -  HAWLEY SE (2019)
 DQ1998
 DQ1998                         *CURRENT SURVEY CONTROL
 DQ1998  ______________________________________________________________________
 DQ1998* NAD 83(2011) POSITION- 46 50 55.64906(N) 096 15 37.74031(W)   ADJUSTED
 DQ1998* NAD 83(2011) ELLIP HT-   373.565 (meters)        (02/07/24)   ADJUSTED
 DQ1998* NAD 83(2011) EPOCH   -  2010.00
 DQ1998* NAVD 88 ORTHO HEIGHT -   400.240 (meters)     1313.12  (feet) ADJUSTED
 DQ1998  ______________________________________________________________________
 DQ1998  GEOID HEIGHT    -        -26.723 (meters)                     GEOID18
 DQ1998  NAD 83(2011) X  -   -476,567.265 (meters)                     COMP
 DQ1998  NAD 83(2011) Y  - -4,344,159.695 (meters)                     COMP
 DQ1998  NAD 83(2011) Z  -  4,630,556.883 (meters)                     COMP
 DQ1998  LAPLACE CORR    -          1.17  (seconds)                    DEFLEC18
 DQ1998  DYNAMIC HEIGHT  -        400.262 (meters)     1313.19  (feet) COMP
 DQ1998  MODELED GRAVITY -    980,658.2   (mgal)                       NAVD 88
 DQ1998
 DQ1998  VERT ORDER      -  SECOND    CLASS I
 DQ1998
 DQ1998  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DQ1998  Standards:
 DQ1998         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DQ1998            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DQ1998  -------------------------------------------------------------------
 DQ1998  NETWORK    0.59   1.37           0.27   0.20   0.70     -0.12740745
 DQ1998  -------------------------------------------------------------------
 DQ1998  Click here for local accuracies and other accuracy information.
 DQ1998
 DQ1998.The horizontal coordinates were established by GPS observations
 DQ1998.and adjusted by the MN DEPT OF TRANSP in February 2024.
 DQ1998
 DQ1998.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DQ1998.been affixed to the stable North American tectonic plate. See 
 DQ1998.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DQ1998
 DQ1998.The horizontal coordinates are valid at the epoch date displayed above
 DQ1998.which is a decimal equivalence of Year/Month/Day.
 DQ1998
 DQ1998.The orthometric height was determined by differential leveling and
 DQ1998.adjusted by the NATIONAL GEODETIC SURVEY
 DQ1998.in August 2019.
 DQ1998
 DQ1998.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ1998.GEOID18 height accuracy estimate available here.
 DQ1998
 DQ1998.Click photographs - Photos may exist for this station.
 DQ1998
 DQ1998.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DQ1998
 DQ1998.The Laplace correction was computed from DEFLEC18 derived deflections.
 DQ1998
 DQ1998.The ellipsoidal height was determined by GPS observations
 DQ1998.and is referenced to NAD 83.
 DQ1998
 DQ1998.The dynamic height is computed by dividing the NAVD 88
 DQ1998.geopotential number by the normal gravity value computed on the
 DQ1998.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ1998.degrees latitude (g = 980.6199 gals.).
 DQ1998
 DQ1998.The modeled gravity was interpolated from observed gravity values.
 DQ1998
 DQ1998. The following values were computed from the NAD 83(2011) position.
 DQ1998
 DQ1998;                    North         East     Units Scale Factor Converg.
 DQ1998;SPC MN C     -   307,436.874   646,682.077   MT  0.99996224   -1 27 15.7
 DQ1998;SPC MN C     - 1,008,649.14  2,121,656.11   sFT  0.99996224   -1 27 15.7
 DQ1998;UTM  14      - 5,192,005.112   708,855.138   MT  1.00013617   +1 59 57.6
 DQ1998
 DQ1998!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DQ1998!SPC MN C     -   0.99994145  x   0.99996224  =   0.99990369
 DQ1998!UTM  14      -   0.99994145  x   1.00013617  =   1.00007761
 DQ1998
 DQ1998_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQS0885592005(NAD 83)
 DQ1998
 DQ1998                          SUPERSEDED SURVEY CONTROL
 DQ1998
 DQ1998.No superseded survey control is available for this station.
 DQ1998
 DQ1998_MARKER: F = FLANGE-ENCASED ROD
 DQ1998_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DQ1998_STAMPING: 1402 J 2014
 DQ1998_MARK LOGO: MNDT
 DQ1998_PROJECTION: RECESSED 5 CENTIMETERS
 DQ1998_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DQ1998_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ1998_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ1998+SATELLITE: SATELLITE OBSERVATIONS - June 13, 2023
 DQ1998_ROD/PIPE-DEPTH: 5.8 meters
 DQ1998
 DQ1998  HISTORY     - Date     Condition        Report By
 DQ1998  HISTORY     - 20140604 MONUMENTED       MNDT
 DQ1998  HISTORY     - 20210714 GOOD             MNDT
 DQ1998  HISTORY     - 20230613 GOOD             MNDT
 DQ1998
 DQ1998                          STATION DESCRIPTION
 DQ1998
 DQ1998'DESCRIBED BY MN DEPT OF TRANSP 2014
 DQ1998'THE STATION IS LOCATED ABOUT 7.6 MI (12.2 KM) NORTH OF ROLLAG, 4.4 MI
 DQ1998'(7.1 KM) SOUTH-SOUTHWEST OF DALE AND 3.5 MI (5.6 KM) SOUTHEAST OF
 DQ1998'HAWLEY.
 DQ1998'
 DQ1998'TO REACH THE MARK GO 1.95 MI (3.1 KM) SOUTH ALONG TRUNK HIGHWAY 32
 DQ1998'FROM THE JUNCTION OF TRUNK HIGHWAY 32 AND TRUNK HIGHWAY 10 (JUNCTION
 DQ1998'IS 3.0 MI (4.8 KM) EAST OF HAWLEY), AT TRUNK HIGHWAY 32 MILE POINT
 DQ1998'13.5.
 DQ1998'
 DQ1998'THE MARK IS LOCATED 74.0 FT (22.6 M) WEST OF TRUNK HIGHWAY 32, 88.0 FT
 DQ1998'(26.8 M) NORTH OF 28TH AVENUE SOUTH, 1.5 FT (0.5 M) EAST OF A WITNESS
 DQ1998'POST.
 DQ1998'
 DQ1998'NOTE - THE STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM
 DQ1998'ROD DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION REMOVABLE
 DQ1998'DISK SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH
 DQ1998'PVC PIPE BACK FILLED WITH WASHED SAND.
 DQ1998
 DQ1998                          STATION RECOVERY (2021)
 DQ1998
 DQ1998'RECOVERY NOTE BY MN DEPT OF TRANSP 2021 (DAS)
 DQ1998'RECOVERED IN GOOD CONDITION.
 DQ1998
 DQ1998                          STATION RECOVERY (2023)
 DQ1998
 DQ1998'RECOVERY NOTE BY MN DEPT OF TRANSP 2023 (JXP)
 DQ1998'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DQ1994 ***********************************************************************
 DQ1994  DESIGNATION -  1402 K
 DQ1994  PID         -  DQ1994
 DQ1994  STATE/COUNTY-  MN/CLAY
 DQ1994  COUNTRY     -  US
 DQ1994  USGS QUAD   -  HAWLEY SE (2019)
 DQ1994
 DQ1994                         *CURRENT SURVEY CONTROL
 DQ1994  ______________________________________________________________________
 DQ1994* NAD 83(2011) POSITION- 46 47 27.66444(N) 096 15 36.61643(W)   ADJUSTED
 DQ1994* NAD 83(2011) ELLIP HT-   372.653 (meters)        (09/09/24)   ADJUSTED
 DQ1994* NAD 83(2011) EPOCH   -  2010.00
 DQ1994* NAVD 88 ORTHO HEIGHT -   399.272 (meters)     1309.94  (feet) ADJUSTED
 DQ1994  ______________________________________________________________________
 DQ1994  GEOID HEIGHT    -        -26.660 (meters)                     GEOID18
 DQ1994  NAD 83(2011) X  -   -477,054.244 (meters)                     COMP
 DQ1994  NAD 83(2011) Y  - -4,348,817.364 (meters)                     COMP
 DQ1994  NAD 83(2011) Z  -  4,626,161.066 (meters)                     COMP
 DQ1994  LAPLACE CORR    -          1.61  (seconds)                    DEFLEC18
 DQ1994  DYNAMIC HEIGHT  -        399.295 (meters)     1310.02  (feet) COMP
 DQ1994  MODELED GRAVITY -    980,659.0   (mgal)                       NAVD 88
 DQ1994
 DQ1994  VERT ORDER      -  SECOND    CLASS I
 DQ1994
 DQ1994  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DQ1994  Standards:
 DQ1994         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DQ1994            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DQ1994  -------------------------------------------------------------------
 DQ1994  NETWORK    0.37   0.61           0.17   0.12   0.31     -0.02238511
 DQ1994  -------------------------------------------------------------------
 DQ1994  Click here for local accuracies and other accuracy information.
 DQ1994
 DQ1994.The horizontal coordinates were established by GPS observations
 DQ1994.and adjusted by the MN DEPT OF TRANSP in September 2024.
 DQ1994
 DQ1994.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DQ1994.been affixed to the stable North American tectonic plate. See 
 DQ1994.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DQ1994
 DQ1994.The horizontal coordinates are valid at the epoch date displayed above
 DQ1994.which is a decimal equivalence of Year/Month/Day.
 DQ1994
 DQ1994.The orthometric height was determined by differential leveling and
 DQ1994.adjusted by the NATIONAL GEODETIC SURVEY
 DQ1994.in August 2019.
 DQ1994
 DQ1994.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ1994.GEOID18 height accuracy estimate available here.
 DQ1994
 DQ1994.Click photographs - Photos may exist for this station.
 DQ1994
 DQ1994.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DQ1994
 DQ1994.The Laplace correction was computed from DEFLEC18 derived deflections.
 DQ1994
 DQ1994.The ellipsoidal height was determined by GPS observations
 DQ1994.and is referenced to NAD 83.
 DQ1994
 DQ1994.The dynamic height is computed by dividing the NAVD 88
 DQ1994.geopotential number by the normal gravity value computed on the
 DQ1994.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ1994.degrees latitude (g = 980.6199 gals.).
 DQ1994
 DQ1994.The modeled gravity was interpolated from observed gravity values.
 DQ1994
 DQ1994. The following values were computed from the NAD 83(2011) position.
 DQ1994
 DQ1994;                    North         East     Units Scale Factor Converg.
 DQ1994;SPC MN C     -   301,016.083   646,542.903   MT  0.99995369   -1 27 14.9
 DQ1994;SPC MN C     -   987,583.60  2,121,199.51   sFT  0.99995369   -1 27 14.9
 DQ1994;UTM  14      - 5,185,586.445   709,102.957   MT  1.00013745   +1 59 51.6
 DQ1994
 DQ1994!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DQ1994!SPC MN C     -   0.99994159  x   0.99995369  =   0.99989528
 DQ1994!UTM  14      -   0.99994159  x   1.00013745  =   1.00007903
 DQ1994
 DQ1994_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQS0910285586(NAD 83)
 DQ1994
 DQ1994                          SUPERSEDED SURVEY CONTROL
 DQ1994
 DQ1994.No superseded survey control is available for this station.
 DQ1994
 DQ1994_MARKER: F = FLANGE-ENCASED ROD
 DQ1994_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DQ1994_STAMPING: 1402 K 2014
 DQ1994_MARK LOGO: MNDT
 DQ1994_PROJECTION: RECESSED 5 CENTIMETERS
 DQ1994_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DQ1994_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ1994_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ1994+SATELLITE: SATELLITE OBSERVATIONS - January 08, 2024
 DQ1994_ROD/PIPE-DEPTH: 5.8 meters
 DQ1994
 DQ1994  HISTORY     - Date     Condition        Report By
 DQ1994  HISTORY     - 20140604 MONUMENTED       MNDT
 DQ1994  HISTORY     - 20240108 GOOD             MNDT
 DQ1994
 DQ1994                          STATION DESCRIPTION
 DQ1994
 DQ1994'DESCRIBED BY MN DEPT OF TRANSP 2014
 DQ1994'THE STATION IS LOCATED ABOUT 8.1 MI (13.0 KM) SOUTH-SOUTHWEST OF DALE,
 DQ1994'6.8 MI (10.9 KM) SOUTH-SOUTHEAST OF HAWLEY AND 3.7 MI (6.0 KM)
 DQ1994'NORTH-NORTHWEST OF ROLLAG.
 DQ1994'
 DQ1994'TO REACH THE MARK GO 5.95 MI (9.6 KM) SOUTH ALONG TRUNK HIGHWAY 32
 DQ1994'FROM THE JUNCTION OF TRUNK HIGHWAY 32 AND TRUNK HIGHWAY 10 (JUNCTION
 DQ1994'IS 3.0 MI (4.8 KM) EAST OF HAWLEY), AT TRUNK HIGHWAY 32 MILE POINT
 DQ1994'9.5.
 DQ1994'
 DQ1994'THE MARK IS LOCATED 80.5 FT (24.5 M) EAST OF TRUNK HIGHWAY 32, 83.5 FT
 DQ1994'(25.5 M) NORTH OF 70TH AVENUE SOUTH, 40 FT (12.2 M) WEST OF
 DQ1994'RIGHT-OF-WAY POST, 1.5 FT (0.5 M) WEST OF A WITNESS POST.
 DQ1994'
 DQ1994'NOTE - THE STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM
 DQ1994'ROD DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION REMOVABLE
 DQ1994'DISK SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH
 DQ1994'PVC PIPE BACK FILLED WITH WASHED SAND.
 DQ1994
 DQ1994                          STATION RECOVERY (2024)
 DQ1994
 DQ1994'RECOVERY NOTE BY MN DEPT OF TRANSP 2024 (AJH)
 DQ1994'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DQ1991 ***********************************************************************
 DQ1991  DESIGNATION -  1402 L
 DQ1991  PID         -  DQ1991
 DQ1991  STATE/COUNTY-  MN/CLAY
 DQ1991  COUNTRY     -  US
 DQ1991  USGS QUAD   -  LAKE PARK SW (2019)
 DQ1991
 DQ1991                         *CURRENT SURVEY CONTROL
 DQ1991  ______________________________________________________________________
 DQ1991* NAD 83(2011) POSITION- 46 45 01.50667(N) 096 14 18.89357(W)   ADJUSTED
 DQ1991* NAD 83(2011) ELLIP HT-   368.487 (meters)        (09/09/24)   ADJUSTED
 DQ1991* NAD 83(2011) EPOCH   -  2010.00
 DQ1991* NAVD 88 ORTHO HEIGHT -   395.065 (meters)     1296.14  (feet) ADJUSTED
 DQ1991  ______________________________________________________________________
 DQ1991  GEOID HEIGHT    -        -26.611 (meters)                     GEOID18
 DQ1991  NAD 83(2011) X  -   -475,772.592 (meters)                     COMP
 DQ1991  NAD 83(2011) Y  - -4,352,263.159 (meters)                     COMP
 DQ1991  NAD 83(2011) Z  -  4,623,066.613 (meters)                     COMP
 DQ1991  LAPLACE CORR    -          1.09  (seconds)                    DEFLEC18
 DQ1991  DYNAMIC HEIGHT  -        395.087 (meters)     1296.21  (feet) COMP
 DQ1991  MODELED GRAVITY -    980,657.0   (mgal)                       NAVD 88
 DQ1991
 DQ1991  VERT ORDER      -  SECOND    CLASS I
 DQ1991
 DQ1991  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DQ1991  Standards:
 DQ1991         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DQ1991            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DQ1991  -------------------------------------------------------------------
 DQ1991  NETWORK    0.29   0.57           0.13   0.10   0.29     -0.00262110
 DQ1991  -------------------------------------------------------------------
 DQ1991  Click here for local accuracies and other accuracy information.
 DQ1991
 DQ1991.The horizontal coordinates were established by GPS observations
 DQ1991.and adjusted by the MN DEPT OF TRANSP in September 2024.
 DQ1991
 DQ1991.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DQ1991.been affixed to the stable North American tectonic plate. See 
 DQ1991.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DQ1991
 DQ1991.The horizontal coordinates are valid at the epoch date displayed above
 DQ1991.which is a decimal equivalence of Year/Month/Day.
 DQ1991
 DQ1991.The orthometric height was determined by differential leveling and
 DQ1991.adjusted by the NATIONAL GEODETIC SURVEY
 DQ1991.in August 2019.
 DQ1991
 DQ1991.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ1991.GEOID18 height accuracy estimate available here.
 DQ1991
 DQ1991.Click photographs - Photos may exist for this station.
 DQ1991
 DQ1991.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DQ1991
 DQ1991.The Laplace correction was computed from DEFLEC18 derived deflections.
 DQ1991
 DQ1991.The ellipsoidal height was determined by GPS observations
 DQ1991.and is referenced to NAD 83.
 DQ1991
 DQ1991.The dynamic height is computed by dividing the NAVD 88
 DQ1991.geopotential number by the normal gravity value computed on the
 DQ1991.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ1991.degrees latitude (g = 980.6199 gals.).
 DQ1991
 DQ1991.The modeled gravity was interpolated from observed gravity values.
 DQ1991
 DQ1991. The following values were computed from the NAD 83(2011) position.
 DQ1991
 DQ1991;                    North         East     Units Scale Factor Converg.
 DQ1991;SPC MN C     -   296,462.836   648,077.421   MT  0.99994830   -1 26 18.7
 DQ1991;SPC MN C     -   972,645.15  2,126,234.01   sFT  0.99994830   -1 26 18.7
 DQ1991;UTM  14      - 5,181,132.980   710,909.136   MT  1.00014678   +2 00 43.5
 DQ1991
 DQ1991!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DQ1991!SPC MN C     -   0.99994224  x   0.99994830  =   0.99989054
 DQ1991!UTM  14      -   0.99994224  x   1.00014678  =   1.00008901
 DQ1991
 DQ1991_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQS1090981132(NAD 83)
 DQ1991
 DQ1991                          SUPERSEDED SURVEY CONTROL
 DQ1991
 DQ1991.No superseded survey control is available for this station.
 DQ1991
 DQ1991_MARKER: F = FLANGE-ENCASED ROD
 DQ1991_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DQ1991_STAMPING: 1402 L 2014
 DQ1991_MARK LOGO: MNDT
 DQ1991_PROJECTION: RECESSED 3 CENTIMETERS
 DQ1991_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DQ1991_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ1991_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ1991+SATELLITE: SATELLITE OBSERVATIONS - January 10, 2024
 DQ1991_ROD/PIPE-DEPTH: 5.8 meters
 DQ1991
 DQ1991  HISTORY     - Date     Condition        Report By
 DQ1991  HISTORY     - 20140604 MONUMENTED       MNDT
 DQ1991  HISTORY     - 20240110 GOOD             MNDT
 DQ1991
 DQ1991                          STATION DESCRIPTION
 DQ1991
 DQ1991'DESCRIBED BY MN DEPT OF TRANSP 2014
 DQ1991'THE STATION IS LOCATED ABOUT 9.7 MI (15.6 KM) SOUTH-SOUTHEAST OF
 DQ1991'HAWLEY, 8.3 MI (13.4 KM) WEST OF CORMORANT AND 0.7 MI (1.1 KM) NORTH
 DQ1991'OF ROLLAG.
 DQ1991'
 DQ1991'TO REACH THE MARK GO 8.75 MI (14.1 KM) EAST ALONG TRUNK HIGHWAY 34
 DQ1991'FROM THE JUNCTION OF TRUNK HIGHWAY 34 AND TRUNK HIGHWAY 9 IN
 DQ1991'BARNESVILLE, THEN 6.3 MI (10.1 KM) NORTH ON TRUNK HIGHWAY 32, AT TRUNK
 DQ1991'HIGHWAY 32 MILE POINT 6.3.
 DQ1991'
 DQ1991'THE MARK IS LOCATED 71.8 FT (21.9 M) EAST-NORTHEAST OF TRUNK HIGHWAY
 DQ1991'32, 46.0 FT (14.0 M) NORTH-NORTHWEST OF ENTRANCE, 2.7 FT (0.8 M)
 DQ1991'WEST-SOUTHWEST OF RIGHT-OF-WAY POST, 2.7 FT (0.8 M) WEST-SOUTHWEST OF
 DQ1991'RIGHT-OF-WAY POST, 2.7 FT (0.8 M) WEST-SOUTHWEST OF A WITNESS POST.
 DQ1991'
 DQ1991'NOTE - THE STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM
 DQ1991'ROD DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION REMOVABLE
 DQ1991'DISK SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH
 DQ1991'PVC PIPE BACK FILLED WITH WASHED SAND.
 DQ1991
 DQ1991                          STATION RECOVERY (2024)
 DQ1991
 DQ1991'RECOVERY NOTE BY MN DEPT OF TRANSP 2024 (AJH)
 DQ1991'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DQ1988 ***********************************************************************
 DQ1988  DESIGNATION -  1402 M
 DQ1988  PID         -  DQ1988
 DQ1988  STATE/COUNTY-  MN/CLAY
 DQ1988  COUNTRY     -  US
 DQ1988  USGS QUAD   -  ROLLAG (2019)
 DQ1988
 DQ1988                         *CURRENT SURVEY CONTROL
 DQ1988  ______________________________________________________________________
 DQ1988* NAD 83(2011) POSITION- 46 42 15.06589(N) 096 14 09.53901(W)   ADJUSTED
 DQ1988* NAD 83(2011) ELLIP HT-   408.526 (meters)        (09/09/24)   ADJUSTED
 DQ1988* NAD 83(2011) EPOCH   -  2010.00
 DQ1988* NAVD 88 ORTHO HEIGHT -   435.076 (meters)     1427.41  (feet) ADJUSTED
 DQ1988  ______________________________________________________________________
 DQ1988  GEOID HEIGHT    -        -26.578 (meters)                     GEOID18
 DQ1988  NAD 83(2011) X  -   -475,984.696 (meters)                     COMP
 DQ1988  NAD 83(2011) Y  - -4,356,032.222 (meters)                     COMP
 DQ1988  NAD 83(2011) Z  -  4,619,572.517 (meters)                     COMP
 DQ1988  LAPLACE CORR    -          0.19  (seconds)                    DEFLEC18
 DQ1988  DYNAMIC HEIGHT  -        435.098 (meters)     1427.48  (feet) COMP
 DQ1988  MODELED GRAVITY -    980,649.9   (mgal)                       NAVD 88
 DQ1988
 DQ1988  VERT ORDER      -  SECOND    CLASS I
 DQ1988
 DQ1988  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DQ1988  Standards:
 DQ1988         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DQ1988            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DQ1988  -------------------------------------------------------------------
 DQ1988  NETWORK    0.41   0.76           0.19   0.13   0.39      0.14220986
 DQ1988  -------------------------------------------------------------------
 DQ1988  Click here for local accuracies and other accuracy information.
 DQ1988
 DQ1988.The horizontal coordinates were established by GPS observations
 DQ1988.and adjusted by the MN DEPT OF TRANSP in September 2024.
 DQ1988
 DQ1988.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DQ1988.been affixed to the stable North American tectonic plate. See 
 DQ1988.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DQ1988
 DQ1988.The horizontal coordinates are valid at the epoch date displayed above
 DQ1988.which is a decimal equivalence of Year/Month/Day.
 DQ1988
 DQ1988.The orthometric height was determined by differential leveling and
 DQ1988.adjusted by the NATIONAL GEODETIC SURVEY
 DQ1988.in August 2019.
 DQ1988
 DQ1988.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ1988.GEOID18 height accuracy estimate available here.
 DQ1988
 DQ1988.Click photographs - Photos may exist for this station.
 DQ1988
 DQ1988.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DQ1988
 DQ1988.The Laplace correction was computed from DEFLEC18 derived deflections.
 DQ1988
 DQ1988.The ellipsoidal height was determined by GPS observations
 DQ1988.and is referenced to NAD 83.
 DQ1988
 DQ1988.The dynamic height is computed by dividing the NAVD 88
 DQ1988.geopotential number by the normal gravity value computed on the
 DQ1988.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ1988.degrees latitude (g = 980.6199 gals.).
 DQ1988
 DQ1988.The modeled gravity was interpolated from observed gravity values.
 DQ1988
 DQ1988. The following values were computed from the NAD 83(2011) position.
 DQ1988
 DQ1988;                    North         East     Units Scale Factor Converg.
 DQ1988;SPC MN C     -   291,320.174   648,147.048   MT  0.99994277   -1 26 11.9
 DQ1988;SPC MN C     -   955,772.94  2,126,462.44   sFT  0.99994277   -1 26 11.9
 DQ1988;UTM  14      - 5,176,002.790   711,288.172   MT  1.00014875   +2 00 44.8
 DQ1988
 DQ1988!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DQ1988!SPC MN C     -   0.99993597  x   0.99994277  =   0.99987874
 DQ1988!UTM  14      -   0.99993597  x   1.00014875  =   1.00008471
 DQ1988
 DQ1988_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQS1128876002(NAD 83)
 DQ1988
 DQ1988                          SUPERSEDED SURVEY CONTROL
 DQ1988
 DQ1988.No superseded survey control is available for this station.
 DQ1988
 DQ1988_MARKER: F = FLANGE-ENCASED ROD
 DQ1988_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DQ1988_STAMPING: 1402 M 2014
 DQ1988_MARK LOGO: MNDT
 DQ1988_PROJECTION: RECESSED 8 CENTIMETERS
 DQ1988_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DQ1988_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ1988_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ1988+SATELLITE: SATELLITE OBSERVATIONS - December 20, 2023
 DQ1988_ROD/PIPE-DEPTH: 5.8 meters
 DQ1988
 DQ1988  HISTORY     - Date     Condition        Report By
 DQ1988  HISTORY     - 20140604 MONUMENTED       MNDT
 DQ1988  HISTORY     - 20210713 GOOD             MNDT
 DQ1988  HISTORY     - 20231220 GOOD             MNDT
 DQ1988
 DQ1988                          STATION DESCRIPTION
 DQ1988
 DQ1988'DESCRIBED BY MN DEPT OF TRANSP 2014
 DQ1988'THE STATION IS LOCATED ABOUT 9.4 MI (15.1 KM) EAST-NORTHEAST OF
 DQ1988'BARNESVILLE, 8.3 MI (13.4 KM) WEST-SOUTHWEST OF CORMORANT AND 2.5 MI
 DQ1988'(4.0 KM) SOUTH OF ROLLAG.
 DQ1988'
 DQ1988'TO REACH THE MARK GO 8.75 MI (14.1 KM) EAST ALONG TRUNK HIGHWAY 34
 DQ1988'FROM THE JUNCTION OF TRUNK HIGHWAY 34 AND TRUNK HIGHWAY 9 IN
 DQ1988'BARNESVILLE, THEN 3.1 MI (5.0 KM) NORTH ON TRUNK HIGHWAY 32, AT TRUNK
 DQ1988'HIGHWAY 32 MILE POINT 3.1.
 DQ1988'
 DQ1988'THE MARK IS LOCATED 57.4 FT (17.5 M) EAST OF TRUNK HIGHWAY 32, 24.4 FT
 DQ1988'(7.4 M) SOUTH OF 130TH AVENUE SOUTH EXTENDED, 24.4 FT (7.4 M) SOUTH OF
 DQ1988'A FIELD ENTRANCE, 1.5 FT (0.5 M) WEST OF A WITNESS POST.
 DQ1988'
 DQ1988'NOTE - THE STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM
 DQ1988'ROD DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION REMOVABLE
 DQ1988'DISK SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH
 DQ1988'PVC PIPE BACK FILLED WITH WASHED SAND.
 DQ1988
 DQ1988                          STATION RECOVERY (2021)
 DQ1988
 DQ1988'RECOVERY NOTE BY MN DEPT OF TRANSP 2021 (DAS)
 DQ1988'RECOVERED IN GOOD CONDITION.
 DQ1988
 DQ1988                          STATION RECOVERY (2023)
 DQ1988
 DQ1988'RECOVERY NOTE BY MN DEPT OF TRANSP 2023 (TJD)
 DQ1988'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DQ2004 ***********************************************************************
 DQ2004  DESIGNATION -  1403 AB
 DQ2004  PID         -  DQ2004
 DQ2004  STATE/COUNTY-  MN/CLAY
 DQ2004  COUNTRY     -  US
 DQ2004  USGS QUAD   -  HAWLEY (2019)
 DQ2004
 DQ2004                         *CURRENT SURVEY CONTROL
 DQ2004  ______________________________________________________________________
 DQ2004* NAD 83(2011) POSITION- 46 54 23.80833(N) 096 15 30.84262(W)   ADJUSTED
 DQ2004* NAD 83(2011) ELLIP HT-   347.655 (meters)        (10/03/23)   ADJUSTED
 DQ2004* NAD 83(2011) EPOCH   -  2010.00
 DQ2004* NAVD 88 ORTHO HEIGHT -   374.409 (meters)     1228.37  (feet) ADJUSTED
 DQ2004  ______________________________________________________________________
 DQ2004  GEOID HEIGHT    -        -26.792 (meters)                     GEOID18
 DQ2004  NAD 83(2011) X  -   -475,908.557 (meters)                     COMP
 DQ2004  NAD 83(2011) Y  - -4,339,493.961 (meters)                     COMP
 DQ2004  NAD 83(2011) Z  -  4,634,932.120 (meters)                     COMP
 DQ2004  LAPLACE CORR    -         -0.27  (seconds)                    DEFLEC18
 DQ2004  DYNAMIC HEIGHT  -        374.431 (meters)     1228.45  (feet) COMP
 DQ2004  MODELED GRAVITY -    980,661.6   (mgal)                       NAVD 88
 DQ2004
 DQ2004  VERT ORDER      -  SECOND    CLASS I
 DQ2004
 DQ2004  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DQ2004  Standards:
 DQ2004         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DQ2004            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DQ2004  -------------------------------------------------------------------
 DQ2004  NETWORK    0.39   0.65           0.18   0.13   0.33     -0.04197663
 DQ2004  -------------------------------------------------------------------
 DQ2004  Click here for local accuracies and other accuracy information.
 DQ2004
 DQ2004.The horizontal coordinates were established by GPS observations
 DQ2004.and adjusted by the MN DEPT OF TRANSP in October 2023.
 DQ2004
 DQ2004.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DQ2004.been affixed to the stable North American tectonic plate. See 
 DQ2004.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DQ2004
 DQ2004.The horizontal coordinates are valid at the epoch date displayed above
 DQ2004.which is a decimal equivalence of Year/Month/Day.
 DQ2004
 DQ2004.The orthometric height was determined by differential leveling and
 DQ2004.adjusted by the NATIONAL GEODETIC SURVEY
 DQ2004.in August 2019.
 DQ2004
 DQ2004.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ2004.GEOID18 height accuracy estimate available here.
 DQ2004
 DQ2004.Click photographs - Photos may exist for this station.
 DQ2004
 DQ2004.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DQ2004
 DQ2004.The Laplace correction was computed from DEFLEC18 derived deflections.
 DQ2004
 DQ2004.The ellipsoidal height was determined by GPS observations
 DQ2004.and is referenced to NAD 83.
 DQ2004
 DQ2004.The dynamic height is computed by dividing the NAVD 88
 DQ2004.geopotential number by the normal gravity value computed on the
 DQ2004.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ2004.degrees latitude (g = 980.6199 gals.).
 DQ2004
 DQ2004.The modeled gravity was interpolated from observed gravity values.
 DQ2004
 DQ2004. The following values were computed from the NAD 83(2011) position.
 DQ2004
 DQ2004;                    North         East     Units Scale Factor Converg.
 DQ2004;SPC MN C     -   313,858.873   646,991.145   MT  0.99997182   -1 27 10.7
 DQ2004;SPC MN C     - 1,029,718.65  2,122,670.11   sFT  0.99997182   -1 27 10.7
 DQ2004;UTM  14      - 5,198,435.151   708,776.652   MT  1.00013576   +2 00 09.5
 DQ2004
 DQ2004!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DQ2004!SPC MN C     -   0.99994551  x   0.99997182  =   0.99991733
 DQ2004!UTM  14      -   0.99994551  x   1.00013576  =   1.00008126
 DQ2004
 DQ2004_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQS0877698435(NAD 83)
 DQ2004
 DQ2004                          SUPERSEDED SURVEY CONTROL
 DQ2004
 DQ2004.No superseded survey control is available for this station.
 DQ2004
 DQ2004_MARKER: F = FLANGE-ENCASED ROD
 DQ2004_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DQ2004_STAMPING: 1403 AB 2014
 DQ2004_MARK LOGO: MNDT
 DQ2004_PROJECTION: RECESSED 8 CENTIMETERS
 DQ2004_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DQ2004_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ2004_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ2004+SATELLITE: SATELLITE OBSERVATIONS - June 13, 2023
 DQ2004_ROD/PIPE-DEPTH: 5.8 meters
 DQ2004
 DQ2004  HISTORY     - Date     Condition        Report By
 DQ2004  HISTORY     - 20140604 MONUMENTED       MNDT
 DQ2004  HISTORY     - 20210714 GOOD             MNDT
 DQ2004  HISTORY     - 20230605 GOOD             MNDT
 DQ2004  HISTORY     - 20230613 GOOD             MNDT
 DQ2004
 DQ2004                          STATION DESCRIPTION
 DQ2004
 DQ2004'DESCRIBED BY MN DEPT OF TRANSP 2014
 DQ2004'THE STATION IS LOCATED ABOUT 7.9 MI (12.7 KM) WEST OF LAKE PARK, 3.3
 DQ2004'MI (5.3 KM) EAST-NORTHEAST OF HAWLEY AND 1.9 MI (3.1 KM) WEST OF DALE.
 DQ2004'TO REACH THE MARK GO 4.8 MI (7.7 KM) SOUTH ALONG TRUNK HIGHWAY 32 FROM
 DQ2004'THE JUNCTION OF TRUNK HIGHWAY 32 AND COUNTY ROAD 26 IN HITTERDAL, AT
 DQ2004'TRUNK HIGHWAY 32 MILE POINT 17.5.
 DQ2004'
 DQ2004'THE MARK IS LOCATED 35.4 FT (10.8 M) EAST OF TRUNK HIGHWAY 32, 15.7 FT
 DQ2004'(4.8 M) EAST OF END OF GUARDRAIL, 1.5 FT (0.5 M) WEST OF A WITNESS
 DQ2004'POST.
 DQ2004'
 DQ2004'NOTE - THE STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM
 DQ2004'ROD DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION REMOVABLE
 DQ2004'DISK SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH
 DQ2004'PVC PIPE BACK FILLED WITH WASHED SAND.
 DQ2004
 DQ2004                          STATION RECOVERY (2021)
 DQ2004
 DQ2004'RECOVERY NOTE BY MN DEPT OF TRANSP 2021 (DAS)
 DQ2004'RECOVERED IN GOOD CONDITION.
 DQ2004
 DQ2004                          STATION RECOVERY (2023)
 DQ2004
 DQ2004'RECOVERY NOTE BY MN DEPT OF TRANSP 2023 (DDS)
 DQ2004'RECOVERED AS DESCRIBED.
 DQ2004
 DQ2004                          STATION RECOVERY (2023)
 DQ2004
 DQ2004'RECOVERY NOTE BY MN DEPT OF TRANSP 2023 (FXP)
 DQ2004'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DQ2002 ***********************************************************************
 DQ2002  DESIGNATION -  1403 AC
 DQ2002  PID         -  DQ2002
 DQ2002  STATE/COUNTY-  MN/CLAY
 DQ2002  COUNTRY     -  US
 DQ2002  USGS QUAD   -  HAWLEY (2019)
 DQ2002
 DQ2002                         *CURRENT SURVEY CONTROL
 DQ2002  ______________________________________________________________________
 DQ2002* NAD 83(2011) POSITION- 46 53 27.25492(N) 096 15 32.95205(W)   ADJUSTED
 DQ2002* NAD 83(2011) ELLIP HT-   325.981 (meters)        (10/03/23)   ADJUSTED
 DQ2002* NAD 83(2011) EPOCH   -  2010.00
 DQ2002* NAVD 88 ORTHO HEIGHT -   352.719 (meters)     1157.21  (feet) ADJUSTED
 DQ2002  ______________________________________________________________________
 DQ2002  GEOID HEIGHT    -        -26.778 (meters)                     GEOID18
 DQ2002  NAD 83(2011) X  -   -476,090.350 (meters)                     COMP
 DQ2002  NAD 83(2011) Y  - -4,340,741.955 (meters)                     COMP
 DQ2002  NAD 83(2011) Z  -  4,633,722.946 (meters)                     COMP
 DQ2002  LAPLACE CORR    -          0.36  (seconds)                    DEFLEC18
 DQ2002  DYNAMIC HEIGHT  -        352.739 (meters)     1157.28  (feet) COMP
 DQ2002  MODELED GRAVITY -    980,660.2   (mgal)                       NAVD 88
 DQ2002
 DQ2002  VERT ORDER      -  SECOND    CLASS I
 DQ2002
 DQ2002  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DQ2002  Standards:
 DQ2002         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DQ2002            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DQ2002  -------------------------------------------------------------------
 DQ2002  NETWORK    0.37   0.67           0.17   0.13   0.34     -0.03838880
 DQ2002  -------------------------------------------------------------------
 DQ2002  Click here for local accuracies and other accuracy information.
 DQ2002
 DQ2002.The horizontal coordinates were established by GPS observations
 DQ2002.and adjusted by the MN DEPT OF TRANSP in October 2023.
 DQ2002
 DQ2002.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DQ2002.been affixed to the stable North American tectonic plate. See 
 DQ2002.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DQ2002
 DQ2002.The horizontal coordinates are valid at the epoch date displayed above
 DQ2002.which is a decimal equivalence of Year/Month/Day.
 DQ2002
 DQ2002.The orthometric height was determined by differential leveling and
 DQ2002.adjusted by the NATIONAL GEODETIC SURVEY
 DQ2002.in August 2019.
 DQ2002
 DQ2002.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ2002.GEOID18 height accuracy estimate available here.
 DQ2002
 DQ2002.Click photographs - Photos may exist for this station.
 DQ2002
 DQ2002.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DQ2002
 DQ2002.The Laplace correction was computed from DEFLEC18 derived deflections.
 DQ2002
 DQ2002.The ellipsoidal height was determined by GPS observations
 DQ2002.and is referenced to NAD 83.
 DQ2002
 DQ2002.The dynamic height is computed by dividing the NAVD 88
 DQ2002.geopotential number by the normal gravity value computed on the
 DQ2002.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ2002.degrees latitude (g = 980.6199 gals.).
 DQ2002
 DQ2002.The modeled gravity was interpolated from observed gravity values.
 DQ2002
 DQ2002. The following values were computed from the NAD 83(2011) position.
 DQ2002
 DQ2002;                    North         East     Units Scale Factor Converg.
 DQ2002;SPC MN C     -   312,114.235   646,902.224   MT  0.99996911   -1 27 12.2
 DQ2002;SPC MN C     - 1,023,994.79  2,122,378.38   sFT  0.99996911   -1 27 12.2
 DQ2002;UTM  14      - 5,196,688.037   708,793.046   MT  1.00013584   +2 00 06.1
 DQ2002
 DQ2002!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DQ2002!SPC MN C     -   0.99994890  x   0.99996911  =   0.99991802
 DQ2002!UTM  14      -   0.99994890  x   1.00013584  =   1.00008474
 DQ2002
 DQ2002_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQS0879396688(NAD 83)
 DQ2002
 DQ2002                          SUPERSEDED SURVEY CONTROL
 DQ2002
 DQ2002.No superseded survey control is available for this station.
 DQ2002
 DQ2002_MARKER: F = FLANGE-ENCASED ROD
 DQ2002_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DQ2002_STAMPING: 1403 AC 2014
 DQ2002_MARK LOGO: MNDT
 DQ2002_PROJECTION: RECESSED 8 CENTIMETERS
 DQ2002_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DQ2002_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ2002_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ2002+SATELLITE: SATELLITE OBSERVATIONS - June 13, 2023
 DQ2002_ROD/PIPE-DEPTH: 13.4 meters
 DQ2002
 DQ2002  HISTORY     - Date     Condition        Report By
 DQ2002  HISTORY     - 20140604 MONUMENTED       MNDT
 DQ2002  HISTORY     - 20220908 GOOD             MNDT
 DQ2002  HISTORY     - 20230605 GOOD             MNDT
 DQ2002  HISTORY     - 20230613 GOOD             MNDT
 DQ2002
 DQ2002                          STATION DESCRIPTION
 DQ2002
 DQ2002'DESCRIBED BY MN DEPT OF TRANSP 2014
 DQ2002'THE STATION IS LOCATED ABOUT 7.8 MI (12.6 KM) WEST OF LAKE PARK, 2.8
 DQ2002'MI (4.5 KM) EAST-NORTHEAST OF HAWLEY AND 2.1 MI (3.4 KM)
 DQ2002'WEST-SOUTHWEST OF DALE.
 DQ2002'
 DQ2002'TO REACH THE MARK GO 5.9 MI (9.5 KM) SOUTH ALONG TRUNK HIGHWAY 32 FROM
 DQ2002'THE JUNCTION OF TRUNK HIGHWAY 32 AND COUNTY ROAD 26 IN HITTERDAL, AT
 DQ2002'TRUNK HIGHWAY 32 MILE POINT 16.4.
 DQ2002'
 DQ2002'THE MARK IS LOCATED 64.6 FT (19.7 M) WEST OF TRUNK HIGHWAY 32, 23.0 FT
 DQ2002'(7.0 M) SOUTH OF A FIELD ENTRANCE, 1.5 FT (0.5 M) EAST OF A WITNESS
 DQ2002'POST.
 DQ2002'
 DQ2002'NOTE - THE STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM
 DQ2002'ROD DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION REMOVABLE
 DQ2002'DISK SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH
 DQ2002'PVC PIPE BACK FILLED WITH WASHED SAND.
 DQ2002
 DQ2002                          STATION RECOVERY (2022)
 DQ2002
 DQ2002'RECOVERY NOTE BY MN DEPT OF TRANSP 2022 (KMS)
 DQ2002'RECOVERED AS DESCRIBED.
 DQ2002
 DQ2002                          STATION RECOVERY (2023)
 DQ2002
 DQ2002'RECOVERY NOTE BY MN DEPT OF TRANSP 2023 (DDS)
 DQ2002'RECOVERED AS DESCRIBED.
 DQ2002
 DQ2002                          STATION RECOVERY (2023)
 DQ2002
 DQ2002'RECOVERY NOTE BY MN DEPT OF TRANSP 2023 (FXP)
 DQ2002'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DQ2006 ***********************************************************************
 DQ2006  DESIGNATION -  1403 AD
 DQ2006  PID         -  DQ2006
 DQ2006  STATE/COUNTY-  MN/CLAY
 DQ2006  COUNTRY     -  US
 DQ2006  USGS QUAD   -  HAWLEY (2019)
 DQ2006
 DQ2006                         *CURRENT SURVEY CONTROL
 DQ2006  ______________________________________________________________________
 DQ2006* NAD 83(2011) POSITION- 46 56 07.78993(N) 096 15 35.70040(W)   ADJUSTED
 DQ2006* NAD 83(2011) ELLIP HT-   349.445 (meters)        (10/03/23)   ADJUSTED
 DQ2006* NAD 83(2011) EPOCH   -  2010.00
 DQ2006* NAVD 88 ORTHO HEIGHT -   376.209 (meters)     1234.28  (feet) ADJUSTED
 DQ2006  ______________________________________________________________________
 DQ2006  GEOID HEIGHT    -        -26.801 (meters)                     GEOID18
 DQ2006  NAD 83(2011) X  -   -475,755.142 (meters)                     COMP
 DQ2006  NAD 83(2011) Y  - -4,337,152.474 (meters)                     COMP
 DQ2006  NAD 83(2011) Z  -  4,637,126.670 (meters)                     COMP
 DQ2006  LAPLACE CORR    -         -0.71  (seconds)                    DEFLEC18
 DQ2006  DYNAMIC HEIGHT  -        376.233 (meters)     1234.36  (feet) COMP
 DQ2006  MODELED GRAVITY -    980,665.6   (mgal)                       NAVD 88
 DQ2006
 DQ2006  VERT ORDER      -  SECOND    CLASS I
 DQ2006
 DQ2006  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DQ2006  Standards:
 DQ2006         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DQ2006            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DQ2006  -------------------------------------------------------------------
 DQ2006  NETWORK    0.46   0.74           0.21   0.16   0.38     -0.02717097
 DQ2006  -------------------------------------------------------------------
 DQ2006  Click here for local accuracies and other accuracy information.
 DQ2006
 DQ2006.The horizontal coordinates were established by GPS observations
 DQ2006.and adjusted by the MN DEPT OF TRANSP in October 2023.
 DQ2006
 DQ2006.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DQ2006.been affixed to the stable North American tectonic plate. See 
 DQ2006.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DQ2006
 DQ2006.The horizontal coordinates are valid at the epoch date displayed above
 DQ2006.which is a decimal equivalence of Year/Month/Day.
 DQ2006
 DQ2006.The orthometric height was determined by differential leveling and
 DQ2006.adjusted by the NATIONAL GEODETIC SURVEY
 DQ2006.in August 2019.
 DQ2006
 DQ2006.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ2006.GEOID18 height accuracy estimate available here.
 DQ2006
 DQ2006.Click photographs - Photos may exist for this station.
 DQ2006
 DQ2006.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DQ2006
 DQ2006.The Laplace correction was computed from DEFLEC18 derived deflections.
 DQ2006
 DQ2006.The ellipsoidal height was determined by GPS observations
 DQ2006.and is referenced to NAD 83.
 DQ2006
 DQ2006.The dynamic height is computed by dividing the NAVD 88
 DQ2006.geopotential number by the normal gravity value computed on the
 DQ2006.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ2006.degrees latitude (g = 980.6199 gals.).
 DQ2006
 DQ2006.The modeled gravity was interpolated from observed gravity values.
 DQ2006
 DQ2006. The following values were computed from the NAD 83(2011) position.
 DQ2006
 DQ2006;                    North         East     Units Scale Factor Converg.
 DQ2006;SPC MN C     -   317,071.354   646,969.846   MT  0.99997699   -1 27 14.2
 DQ2006;SPC MN C     - 1,040,258.27  2,122,600.24   sFT  0.99997699   -1 27 14.2
 DQ2006;UTM  14      - 5,201,641.021   708,561.698   MT  1.00013465   +2 00 09.3
 DQ2006
 DQ2006!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DQ2006!SPC MN C     -   0.99994523  x   0.99997699  =   0.99992222
 DQ2006!UTM  14      -   0.99994523  x   1.00013465  =   1.00007987
 DQ2006
 DQ2006_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQT0856101641(NAD 83)
 DQ2006
 DQ2006                          SUPERSEDED SURVEY CONTROL
 DQ2006
 DQ2006.No superseded survey control is available for this station.
 DQ2006
 DQ2006_MARKER: F = FLANGE-ENCASED ROD
 DQ2006_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DQ2006_STAMPING: 1403 AD 2014
 DQ2006_MARK LOGO: MNDT
 DQ2006_PROJECTION: RECESSED 5 CENTIMETERS
 DQ2006_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DQ2006_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ2006_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ2006+SATELLITE: SATELLITE OBSERVATIONS - June 05, 2023
 DQ2006_ROD/PIPE-DEPTH: 7.3 meters
 DQ2006
 DQ2006  HISTORY     - Date     Condition        Report By
 DQ2006  HISTORY     - 20140604 MONUMENTED       MNDT
 DQ2006  HISTORY     - 20230605 GOOD             MNDT
 DQ2006
 DQ2006                          STATION DESCRIPTION
 DQ2006
 DQ2006'DESCRIBED BY MN DEPT OF TRANSP 2014
 DQ2006'THE STATION IS LOCATED ABOUT 8.5 MI (13.7 KM) WEST-NORTHWEST OF LAKE
 DQ2006'PARK, 4.6 MI (7.4 KM) NORTHEAST OF HAWLEY AND 2.8 MI (4.5 KM)
 DQ2006'NORTHWEST OF DALE.
 DQ2006'
 DQ2006'TO REACH THE MARK GO 2.85 MI (4.6 KM) SOUTH ALONG TRUNK HIGHWAY 32
 DQ2006'FROM THE JUNCTION OF TRUNK HIGHWAY 32 AND COUNTY ROAD 26 IN HITTERDAL,
 DQ2006'AT TRUNK HIGHWAY 32 MILE POINT 19.55.
 DQ2006'
 DQ2006'THE MARK IS LOCATED 133.2 FT (40.6 M) WEST OF TRUNK HIGHWAY 32, 46.8
 DQ2006'FT (14.3 M) NORTH OF 57TH AVENUE NORTH, 13.0 FT (4.0 M) WEST OF
 DQ2006'ENTRANCE, 10.0 FT (3.0 M) EAST OF A WITNESS POST.
 DQ2006'
 DQ2006'NOTE - THE STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM
 DQ2006'ROD DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION REMOVABLE
 DQ2006'DISK SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH
 DQ2006'PVC PIPE BACK FILLED WITH WASHED SAND.
 DQ2006
 DQ2006                          STATION RECOVERY (2023)
 DQ2006
 DQ2006'RECOVERY NOTE BY MN DEPT OF TRANSP 2023 (DDS)
 DQ2006'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DG7111 ***********************************************************************
 DG7111  DESIGNATION -  1403 B RESET
 DG7111  PID         -  DG7111
 DG7111  STATE/COUNTY-  MN/CLAY
 DG7111  COUNTRY     -  US
 DG7111  USGS QUAD   -  HAWLEY (2019)
 DG7111
 DG7111                         *CURRENT SURVEY CONTROL
 DG7111  ______________________________________________________________________
 DG7111* NAD 83(2011) POSITION- 46 52 40.99108(N) 096 15 31.52688(W)   ADJUSTED
 DG7111* NAD 83(2011) ELLIP HT-   362.399 (meters)        (05/15/15)   ADJUSTED
 DG7111* NAD 83(2011) EPOCH   -  2010.00
 DG7111* NAVD 88 ORTHO HEIGHT -   389.132 (meters)     1276.68  (feet) ADJUSTED
 DG7111  ______________________________________________________________________
 DG7111  GEOID HEIGHT    -        -26.762 (meters)                     GEOID18
 DG7111  NAD 83(2011) X  -   -476,176.770 (meters)                     COMP
 DG7111  NAD 83(2011) Y  - -4,341,806.698 (meters)                     COMP
 DG7111  NAD 83(2011) Z  -  4,632,773.046 (meters)                     COMP
 DG7111  LAPLACE CORR    -          0.82  (seconds)                    DEFLEC18
 DG7111  DYNAMIC HEIGHT  -        389.154 (meters)     1276.75  (feet) COMP
 DG7111  MODELED GRAVITY -    980,659.3   (mgal)                       NAVD 88
 DG7111
 DG7111  VERT ORDER      -  SECOND    CLASS I
 DG7111
 DG7111  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DG7111  Standards:
 DG7111         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DG7111            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DG7111  -------------------------------------------------------------------
 DG7111  NETWORK    0.29   0.55           0.13   0.10   0.28     -0.00769610
 DG7111  -------------------------------------------------------------------
 DG7111  Click here for local accuracies and other accuracy information.
 DG7111
 DG7111.The horizontal coordinates were established by GPS observations
 DG7111.and adjusted by the MN DEPT OF TRANSP in May 2015.
 DG7111
 DG7111.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DG7111.been affixed to the stable North American tectonic plate. See 
 DG7111.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DG7111
 DG7111.The horizontal coordinates are valid at the epoch date displayed above
 DG7111.which is a decimal equivalence of Year/Month/Day.
 DG7111
 DG7111.The orthometric height was determined by differential leveling and
 DG7111.adjusted by the NATIONAL GEODETIC SURVEY
 DG7111.in August 2019.
 DG7111
 DG7111.Significant digits in the geoid height do not necessarily reflect accuracy.
 DG7111.GEOID18 height accuracy estimate available here.
 DG7111
 DG7111.Click photographs - Photos may exist for this station.
 DG7111
 DG7111.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DG7111
 DG7111.The Laplace correction was computed from DEFLEC18 derived deflections.
 DG7111
 DG7111.The ellipsoidal height was determined by GPS observations
 DG7111.and is referenced to NAD 83.
 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. The following values were computed from the NAD 83(2011) position.
 DG7111
 DG7111;                    North         East     Units Scale Factor Converg.
 DG7111;SPC MN C     -   310,685.340   646,896.157   MT  0.99996696   -1 27 11.2
 DG7111;SPC MN C     - 1,019,306.82  2,122,358.48   sFT  0.99996696   -1 27 11.2
 DG7111;UTM  14      - 5,195,261.134   708,873.111   MT  1.00013625   +2 00 05.6
 DG7111
 DG7111!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG7111!SPC MN C     -   0.99994320  x   0.99996696  =   0.99991016
 DG7111!UTM  14      -   0.99994320  x   1.00013625  =   1.00007944
 DG7111
 DG7111_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQS0887395261(NAD 83)
 DG7111
 DG7111                          SUPERSEDED SURVEY CONTROL
 DG7111
 DG7111  NAVD 88 (12/15/04)  389.168  (m)         1276.80   (f) SUPERSEDED  2 1
 DG7111
 DG7111.Superseded values are not recommended for survey control.
 DG7111
 DG7111.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG7111.See file dsdata.pdf to determine how the superseded data were derived.
 DG7111
 DG7111_MARKER: DV = VERTICAL CONTROL DISK
 DG7111_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DG7111_STAMPING: 1403 B 1984 RESET 1988
 DG7111_MARK LOGO: MNDT
 DG7111_PROJECTION: RECESSED 13 CENTIMETERS
 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 - January 09, 2024
 DG7111
 DG7111  HISTORY     - Date     Condition        Report By
 DG7111  HISTORY     - 19880401 MONUMENTED       MNDT
 DG7111  HISTORY     - 20000620 GOOD             MNDT
 DG7111  HISTORY     - 20140513 GOOD             MNDT
 DG7111  HISTORY     - 20150127 GOOD             MNDT
 DG7111  HISTORY     - 20220922 GOOD             MNDT
 DG7111  HISTORY     - 20230613 GOOD             MNDT
 DG7111  HISTORY     - 20240109 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.
 DG7111
 DG7111                          STATION RECOVERY (2014)
 DG7111
 DG7111'RECOVERY NOTE BY MN DEPT OF TRANSP 2014 (MAS)
 DG7111'RECOVERED AS DESCRIBED.
 DG7111
 DG7111                          STATION RECOVERY (2015)
 DG7111
 DG7111'RECOVERY NOTE BY MN DEPT OF TRANSP 2015 (KXS)
 DG7111'2.5 MILES EAST OF HAWLEY, AT JUNCTION OF TRUNK HIGHWAY 32 AND TRUNK
 DG7111'HIGHWAY 10, JUNCTION IS 3.0 MILES EAST OF HAWLEY, AT TRUNK HIGHWAY 32
 DG7111'MILEPOINT 15.55, 250 FEET NORTH OF WESTBOUND TRUNK HIGHWAY 10, 126.8
 DG7111'FEET EAST OF TRUNK HIGHWAY 32, 0.8 FOOT NORTHWEST OF WITNESS POST.
 DG7111
 DG7111                          STATION RECOVERY (2022)
 DG7111
 DG7111'RECOVERY NOTE BY MN DEPT OF TRANSP 2022 (KMS)
 DG7111'RECOVERED AS DESCRIBED.
 DG7111
 DG7111                          STATION RECOVERY (2023)
 DG7111
 DG7111'RECOVERY NOTE BY MN DEPT OF TRANSP 2023 (EXR)
 DG7111'RECOVERED AS DESCRIBED.
 DG7111
 DG7111                          STATION RECOVERY (2024)
 DG7111
 DG7111'RECOVERY NOTE BY MN DEPT OF TRANSP 2024 (AJH)
 DG7111'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DQ2001 ***********************************************************************
 DQ2001  DESIGNATION -  1403 BB
 DQ2001  PID         -  DQ2001
 DQ2001  STATE/COUNTY-  MN/CLAY
 DQ2001  COUNTRY     -  US
 DQ2001  USGS QUAD   -  HAWLEY (2019)
 DQ2001
 DQ2001                         *CURRENT SURVEY CONTROL
 DQ2001  ______________________________________________________________________
 DQ2001* NAD 83(1986) POSITION- 46 53 20.15   (N) 096 15 32.03   (W)   HD_HELD1
 DQ2001* NAVD 88 ORTHO HEIGHT -   355.033 (meters)     1164.80  (feet) ADJUSTED
 DQ2001  ______________________________________________________________________
 DQ2001  GEOID HEIGHT    -        -26.776 (meters)                     GEOID18
 DQ2001  DYNAMIC HEIGHT  -        355.053 (meters)     1164.87  (feet) COMP
 DQ2001  MODELED GRAVITY -    980,660.0   (mgal)                       NAVD 88
 DQ2001
 DQ2001  VERT ORDER      -  SECOND    CLASS I
 DQ2001
 DQ2001.The horizontal coordinates were determined by differentially corrected
 DQ2001.hand held GPS observations or other comparable positioning techniques
 DQ2001.and have an estimated accuracy of +/- 3 meters.
 DQ2001
 DQ2001.The orthometric height was determined by differential leveling and
 DQ2001.adjusted by the NATIONAL GEODETIC SURVEY
 DQ2001.in August 2019.
 DQ2001
 DQ2001.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ2001.GEOID18 height accuracy estimate available here.
 DQ2001
 DQ2001.Click photographs - Photos may exist for this station.
 DQ2001
 DQ2001.The dynamic height is computed by dividing the NAVD 88
 DQ2001.geopotential number by the normal gravity value computed on the
 DQ2001.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ2001.degrees latitude (g = 980.6199 gals.).
 DQ2001
 DQ2001.The modeled gravity was interpolated from observed gravity values.
 DQ2001
 DQ2001;                    North         East    Units  Estimated Accuracy
 DQ2001;SPC MN C     -   311,894.4     646,916.2     MT  (+/- 3 meters HH1 GPS) 
 DQ2001
 DQ2001_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQS0882096469(NAD 83)
 DQ2001
 DQ2001                          SUPERSEDED SURVEY CONTROL
 DQ2001
 DQ2001.No superseded survey control is available for this station.
 DQ2001
 DQ2001_MARKER: DB = BENCH MARK DISK
 DQ2001_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DQ2001_SP_SET: BRIDGE ABUTMENT
 DQ2001_STAMPING: 1403 BB 1947
 DQ2001_MARK LOGO: MNHD
 DQ2001_MAGNETIC: N = NO MAGNETIC MATERIAL
 DQ2001_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ2001_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DQ2001+SATELLITE: SATELLITE OBSERVATIONS - July 05, 2022
 DQ2001
 DQ2001  HISTORY     - Date     Condition        Report By
 DQ2001  HISTORY     - 19840401 MONUMENTED       MNHD
 DQ2001  HISTORY     - 20150304 GOOD             MNDT
 DQ2001  HISTORY     - 20220705 GOOD             MNDT
 DQ2001
 DQ2001                          STATION DESCRIPTION
 DQ2001
 DQ2001'DESCRIBED BY MN DEPT OF TRANSP 2015 (MPP)
 DQ2001'THE STATION IS LOCATED ABOUT 7.8 MI (12.6 KM) WEST OF LAKE PARK, 2.8
 DQ2001'MI (4.5 KM) EAST-NORTHEAST OF HAWLEY AND 2.2 MI (3.5 KM)
 DQ2001'WEST-SOUTHWEST OF DALE.
 DQ2001'
 DQ2001'TO REACH THE MARK IN SOUTHEAST CORNER OF TRUNK HIGHWAY 32 BRIDGE
 DQ2001'NUMBER 6656 OVER BUFFALO RIVER, 0.8 MI (1.3 KM) NORTH OF THE JUNCTION
 DQ2001'OF TRUNK HIGHWAY 32 AND TRUNK HIGHWAY 10, AT TRUNK HIGHWAY 32 MILE
 DQ2001'POINT 16.3.
 DQ2001'
 DQ2001'THE MARK IS LOCATED 18 FT (5.5 M) EAST OF TRUNK HIGHWAY 32.
 DQ2001
 DQ2001                          STATION RECOVERY (2022)
 DQ2001
 DQ2001'RECOVERY NOTE BY MN DEPT OF TRANSP 2022 (TJD)
 DQ2001'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DQ2014 ***********************************************************************
 DQ2014  DESIGNATION -  1403 G
 DQ2014  PID         -  DQ2014
 DQ2014  STATE/COUNTY-  MN/CLAY
 DQ2014  COUNTRY     -  US
 DQ2014  USGS QUAD   -  ULEN (2019)
 DQ2014
 DQ2014                         *CURRENT SURVEY CONTROL
 DQ2014  ______________________________________________________________________
 DQ2014* NAD 83(2011) POSITION- 47 02 21.57177(N) 096 15 31.71680(W)   ADJUSTED
 DQ2014* NAD 83(2011) ELLIP HT-   341.687 (meters)        (10/03/23)   ADJUSTED
 DQ2014* NAD 83(2011) EPOCH   -  2010.00
 DQ2014* NAVD 88 ORTHO HEIGHT -   368.388 (meters)     1208.62  (feet) ADJUSTED
 DQ2014  ______________________________________________________________________
 DQ2014  GEOID HEIGHT    -        -26.742 (meters)                     GEOID18
 DQ2014  NAD 83(2011) X  -   -474,750.622 (meters)                     COMP
 DQ2014  NAD 83(2011) Y  - -4,328,766.221 (meters)                     COMP
 DQ2014  NAD 83(2011) Z  -  4,644,995.349 (meters)                     COMP
 DQ2014  LAPLACE CORR    -         -0.48  (seconds)                    DEFLEC18
 DQ2014  DYNAMIC HEIGHT  -        368.422 (meters)     1208.73  (feet) COMP
 DQ2014  MODELED GRAVITY -    980,695.8   (mgal)                       NAVD 88
 DQ2014
 DQ2014  VERT ORDER      -  SECOND    CLASS I
 DQ2014
 DQ2014  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DQ2014  Standards:
 DQ2014         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DQ2014            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DQ2014  -------------------------------------------------------------------
 DQ2014  NETWORK    0.48   0.76           0.22   0.16   0.39     -0.11811923
 DQ2014  -------------------------------------------------------------------
 DQ2014  Click here for local accuracies and other accuracy information.
 DQ2014
 DQ2014.The horizontal coordinates were established by GPS observations
 DQ2014.and adjusted by the MN DEPT OF TRANSP in October 2023.
 DQ2014
 DQ2014.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DQ2014.been affixed to the stable North American tectonic plate. See 
 DQ2014.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DQ2014
 DQ2014.The horizontal coordinates are valid at the epoch date displayed above
 DQ2014.which is a decimal equivalence of Year/Month/Day.
 DQ2014
 DQ2014.The orthometric height was determined by differential leveling and
 DQ2014.adjusted by the NATIONAL GEODETIC SURVEY
 DQ2014.in August 2019.
 DQ2014
 DQ2014.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ2014.GEOID18 height accuracy estimate available here.
 DQ2014
 DQ2014.Click photographs - Photos may exist for this station.
 DQ2014
 DQ2014.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DQ2014
 DQ2014.The Laplace correction was computed from DEFLEC18 derived deflections.
 DQ2014
 DQ2014.The ellipsoidal height was determined by GPS observations
 DQ2014.and is referenced to NAD 83.
 DQ2014
 DQ2014.The dynamic height is computed by dividing the NAVD 88
 DQ2014.geopotential number by the normal gravity value computed on the
 DQ2014.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ2014.degrees latitude (g = 980.6199 gals.).
 DQ2014
 DQ2014.The modeled gravity was interpolated from observed gravity values.
 DQ2014
 DQ2014. The following values were computed from the NAD 83(2011) position.
 DQ2014
 DQ2014;                    North         East     Units Scale Factor Converg.
 DQ2014;SPC MN C     -   328,608.008   647,346.791   MT  0.99999768   -1 27 11.3
 DQ2014;SPC MN C     - 1,078,108.11  2,123,836.93   sFT  0.99999768   -1 27 11.3
 DQ2014;UTM  14      - 5,213,181.098   708,242.009   MT  1.00013300   +2 00 24.4
 DQ2014
 DQ2014!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DQ2014!SPC MN C     -   0.99994644  x   0.99999768  =   0.99994412
 DQ2014!UTM  14      -   0.99994644  x   1.00013300  =   1.00007944
 DQ2014
 DQ2014_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQT0824213181(NAD 83)
 DQ2014
 DQ2014                          SUPERSEDED SURVEY CONTROL
 DQ2014
 DQ2014.No superseded survey control is available for this station.
 DQ2014
 DQ2014_MARKER: DV = VERTICAL CONTROL DISK
 DQ2014_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DQ2014_STAMPING: 1403 G 1984
 DQ2014_MARK LOGO: MNDT
 DQ2014_PROJECTION: RECESSED 10 CENTIMETERS
 DQ2014_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DQ2014_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ2014_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ2014+SATELLITE: SATELLITE OBSERVATIONS - June 05, 2023
 DQ2014
 DQ2014  HISTORY     - Date     Condition        Report By
 DQ2014  HISTORY     - 19840401 MONUMENTED       MNDT
 DQ2014  HISTORY     - 20140521 GOOD             MNDT
 DQ2014  HISTORY     - 20210714 GOOD             MNDT
 DQ2014  HISTORY     - 20230605 GOOD             MNDT
 DQ2014
 DQ2014                          STATION DESCRIPTION
 DQ2014
 DQ2014'DESCRIBED BY MN DEPT OF TRANSP 2014 (MAS)
 DQ2014'THE STATION IS LOCATED ABOUT 9.7 MI (15.6 KM) SOUTH OF SYRE, 9.4 MI
 DQ2014'(15.1 KM) NORTH OF DALE AND 2.7 MI (4.3 KM) SOUTH OF ULEN.
 DQ2014'
 DQ2014'TO REACH THE MARK GO 2.7 MI (4.3 KM) SOUTH OF THE JUNCTION OF TRUNK
 DQ2014'HIGHWAY 32 AND COUNTY ROAD 34 IN ULEN, AT TRUNK HIGHWAY 32 MILE POINT
 DQ2014'26.75.
 DQ2014'
 DQ2014'THE MARK IS LOCATED 70.0 FT (21.3 M) WEST OF TRUNK HIGHWAY 32.  525.0
 DQ2014'FT (160.0 M) SOUTH OF A FIELD ENTRANCE WEST, 7.0 FT (2.1 M) EAST OF
 DQ2014'POWER POLE, 1.4 FT (0.4 M) EAST OF A WITNESS POST.
 DQ2014
 DQ2014                          STATION RECOVERY (2021)
 DQ2014
 DQ2014'RECOVERY NOTE BY MN DEPT OF TRANSP 2021 (DAS)
 DQ2014'RECOVERED IN GOOD CONDITION.
 DQ2014
 DQ2014                          STATION RECOVERY (2023)
 DQ2014
 DQ2014'RECOVERY NOTE BY MN DEPT OF TRANSP 2023 (DDS)
 DQ2014'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DQ2015 ***********************************************************************
 DQ2015  DESIGNATION -  1403 H
 DQ2015  PID         -  DQ2015
 DQ2015  STATE/COUNTY-  MN/CLAY
 DQ2015  COUNTRY     -  US
 DQ2015  USGS QUAD   -  ULEN (2019)
 DQ2015
 DQ2015                         *CURRENT SURVEY CONTROL
 DQ2015  ______________________________________________________________________
 DQ2015* NAD 83(2011) POSITION- 47 03 00.00474(N) 096 15 31.47445(W)   ADJUSTED
 DQ2015* NAD 83(2011) ELLIP HT-   335.069 (meters)        (10/03/23)   ADJUSTED
 DQ2015* NAD 83(2011) EPOCH   -  2010.00
 DQ2015* NAVD 88 ORTHO HEIGHT -   361.758 (meters)     1186.87  (feet) ADJUSTED
 DQ2015  ______________________________________________________________________
 DQ2015  GEOID HEIGHT    -        -26.731 (meters)                     GEOID18
 DQ2015  NAD 83(2011) X  -   -474,650.341 (meters)                     COMP
 DQ2015  NAD 83(2011) Y  - -4,327,898.790 (meters)                     COMP
 DQ2015  NAD 83(2011) Z  -  4,645,799.301 (meters)                     COMP
 DQ2015  LAPLACE CORR    -         -0.54  (seconds)                    DEFLEC18
 DQ2015  DYNAMIC HEIGHT  -        361.793 (meters)     1186.98  (feet) COMP
 DQ2015  MODELED GRAVITY -    980,699.4   (mgal)                       NAVD 88
 DQ2015
 DQ2015  VERT ORDER      -  SECOND    CLASS I
 DQ2015
 DQ2015  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DQ2015  Standards:
 DQ2015         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DQ2015            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DQ2015  -------------------------------------------------------------------
 DQ2015  NETWORK    0.45   0.74           0.20   0.16   0.38     -0.08317157
 DQ2015  -------------------------------------------------------------------
 DQ2015  Click here for local accuracies and other accuracy information.
 DQ2015
 DQ2015.The horizontal coordinates were established by GPS observations
 DQ2015.and adjusted by the MN DEPT OF TRANSP in October 2023.
 DQ2015
 DQ2015.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DQ2015.been affixed to the stable North American tectonic plate. See 
 DQ2015.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DQ2015
 DQ2015.The horizontal coordinates are valid at the epoch date displayed above
 DQ2015.which is a decimal equivalence of Year/Month/Day.
 DQ2015
 DQ2015.The orthometric height was determined by differential leveling and
 DQ2015.adjusted by the NATIONAL GEODETIC SURVEY
 DQ2015.in August 2019.
 DQ2015
 DQ2015.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ2015.GEOID18 height accuracy estimate available here.
 DQ2015
 DQ2015.Click photographs - Photos may exist for this station.
 DQ2015
 DQ2015.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DQ2015
 DQ2015.The Laplace correction was computed from DEFLEC18 derived deflections.
 DQ2015
 DQ2015.The ellipsoidal height was determined by GPS observations
 DQ2015.and is referenced to NAD 83.
 DQ2015
 DQ2015.The dynamic height is computed by dividing the NAVD 88
 DQ2015.geopotential number by the normal gravity value computed on the
 DQ2015.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ2015.degrees latitude (g = 980.6199 gals.).
 DQ2015
 DQ2015.The modeled gravity was interpolated from observed gravity values.
 DQ2015
 DQ2015. The following values were computed from the NAD 83(2011) position.
 DQ2015
 DQ2015;                    North         East     Units Scale Factor Converg.
 DQ2015;SPC MN C     -   329,794.344   647,382.002   MT  1.00000000   -1 27 11.2
 DQ2015;SPC MN C     - 1,082,000.28  2,123,952.45   sFT  1.00000000   -1 27 11.2
 DQ2015;UTM  14      - 5,214,367.557   708,205.552   MT  1.00013281   +2 00 25.8
 DQ2015
 DQ2015!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DQ2015!SPC MN C     -   0.99994748  x   1.00000000  =   0.99994748
 DQ2015!UTM  14      -   0.99994748  x   1.00013281  =   1.00008028
 DQ2015
 DQ2015_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQT0820514367(NAD 83)
 DQ2015
 DQ2015                          SUPERSEDED SURVEY CONTROL
 DQ2015
 DQ2015.No superseded survey control is available for this station.
 DQ2015
 DQ2015_MARKER: DV = VERTICAL CONTROL DISK
 DQ2015_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DQ2015_STAMPING: 1403 H 1984
 DQ2015_MARK LOGO: MNDT
 DQ2015_PROJECTION: FLUSH
 DQ2015_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DQ2015_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ2015_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ2015+SATELLITE: SATELLITE OBSERVATIONS - June 05, 2023
 DQ2015
 DQ2015  HISTORY     - Date     Condition        Report By
 DQ2015  HISTORY     - 19840401 MONUMENTED       MNDT
 DQ2015  HISTORY     - 20140521 GOOD             MNDT
 DQ2015  HISTORY     - 20210714 GOOD             MNDT
 DQ2015  HISTORY     - 20230605 GOOD             MNDT
 DQ2015
 DQ2015                          STATION DESCRIPTION
 DQ2015
 DQ2015'DESCRIBED BY MN DEPT OF TRANSP 2014 (MAS)
 DQ2015'THE STATION IS LOCATED ABOUT 10.0 MI (16.1 KM) SOUTHWEST OF FLOM, 9.0
 DQ2015'MI (14.5 KM) SOUTH OF SYRE AND 2.0 MI (3.2 KM) SOUTH OF ULEN.
 DQ2015'
 DQ2015'TO REACH THE MARK GO 2.0 MI (3.2 KM) SOUTH OF THE JUNCTION OF TRUNK
 DQ2015'HIGHWAY 32 AND COUNTY ROAD 34 IN ULEN, AT TRUNK HIGHWAY 32 MILE POINT
 DQ2015'27.5.
 DQ2015'
 DQ2015'THE MARK IS LOCATED 68 FT (20.7 M) WEST OF TRUNK HIGHWAY 32, 68 FT
 DQ2015'(20.7 M) NORTH OF COUNTY ROAD 112 WEST/140TH AVENUE NORTH, 7.0 FT (2.1
 DQ2015'M) EAST OF POWER POLE, 1.0 FT (0.3 M) EAST OF A WITNESS POST.
 DQ2015
 DQ2015                          STATION RECOVERY (2021)
 DQ2015
 DQ2015'RECOVERY NOTE BY MN DEPT OF TRANSP 2021 (DAS)
 DQ2015'RECOVERED IN GOOD CONDITION.
 DQ2015
 DQ2015                          STATION RECOVERY (2023)
 DQ2015
 DQ2015'RECOVERY NOTE BY MN DEPT OF TRANSP 2023 (DDS)
 DQ2015'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DG8463 ***********************************************************************
 DG8463  DESIGNATION -  1403 J
 DG8463  PID         -  DG8463
 DG8463  STATE/COUNTY-  MN/CLAY
 DG8463  COUNTRY     -  US
 DG8463  USGS QUAD   -  ULEN (2019)
 DG8463
 DG8463                         *CURRENT SURVEY CONTROL
 DG8463  ______________________________________________________________________
 DG8463* NAD 83(2011) POSITION- 47 03 40.80034(N) 096 15 28.97012(W)   ADJUSTED
 DG8463* NAD 83(2011) ELLIP HT-   329.820 (meters)        (06/27/12)   ADJUSTED
 DG8463* NAD 83(2011) EPOCH   -  2010.00
 DG8463* NAVD 88 ORTHO HEIGHT -   356.54  (meters)     1169.7   (feet) LEVELING
 DG8463  ______________________________________________________________________
 DG8463  GEOID HEIGHT    -        -26.717 (meters)                     GEOID18
 DG8463  NAD 83(2011) X  -   -474,496.874 (meters)                     COMP
 DG8463  NAD 83(2011) Y  - -4,326,984.242 (meters)                     COMP
 DG8463  NAD 83(2011) Z  -  4,646,653.798 (meters)                     COMP
 DG8463  LAPLACE CORR    -         -0.71  (seconds)                    DEFLEC18
 DG8463  VERT ORDER      -  THIRD ?
 DG8463
 DG8463  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DG8463  Standards:
 DG8463         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DG8463            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DG8463  -------------------------------------------------------------------
 DG8463  NETWORK    0.34   0.43           0.16   0.11   0.22     -0.01544675
 DG8463  -------------------------------------------------------------------
 DG8463  Click here for local accuracies and other accuracy information.
 DG8463
 DG8463.The horizontal coordinates were established by GPS observations
 DG8463.and adjusted by the National Geodetic Survey in June 2012.
 DG8463
 DG8463.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DG8463.been affixed to the stable North American tectonic plate. See 
 DG8463.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DG8463
 DG8463.The horizontal coordinates are valid at the epoch date displayed above
 DG8463.which is a decimal equivalence of Year/Month/Day.
 DG8463
 DG8463.The orthometric height was determined by differential leveling.
 DG8463.The vertical network tie was performed by a horz. field party for horz.
 DG8463.obs reductions. Reset procedures were used to establish the elevation.
 DG8463
 DG8463.Significant digits in the geoid height do not necessarily reflect accuracy.
 DG8463.GEOID18 height accuracy estimate available here.
 DG8463
 DG8463.Click photographs - Photos may exist for this station.
 DG8463
 DG8463.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DG8463
 DG8463.The Laplace correction was computed from DEFLEC18 derived deflections.
 DG8463
 DG8463.The ellipsoidal height was determined by GPS observations
 DG8463.and is referenced to NAD 83.
 DG8463
 DG8463. The following values were computed from the NAD 83(2011) position.
 DG8463
 DG8463;                    North         East     Units Scale Factor Converg.
 DG8463;SPC MN C     -   331,052.414   647,466.780   MT  1.00000250   -1 27 09.4
 DG8463;SPC MN C     - 1,086,127.79  2,124,230.59   sFT  1.00000250   -1 27 09.4
 DG8463;UTM  14      - 5,215,628.615   708,214.239   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  =   1.00008115
 DG8463
 DG8463_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQT0821415628(NAD 83)
 DG8463
 DG8463                          SUPERSEDED SURVEY CONTROL
 DG8463
 DG8463  NAD 83(2007)-  47 03 40.80021(N)    096 15 28.97095(W) AD(2002.00) 0
 DG8463  ELLIP H (02/10/07)  329.852  (m)                       GP(2002.00)    
 DG8463  NAD 83(1996)-  47 03 40.79943(N)    096 15 28.97048(W) AD(       ) 1
 DG8463  ELLIP H (11/24/04)  329.868  (m)                       GP(       ) 3 2
 DG8463
 DG8463.Superseded values are not recommended for survey control.
 DG8463
 DG8463.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG8463.See file dsdata.pdf to determine how the superseded data were derived.
 DG8463
 DG8463_MARKER: DV = VERTICAL CONTROL 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 NOT SUITABLE FOR
 DG8463+SATELLITE: SATELLITE OBSERVATIONS - August 12, 2013
 DG8463_ROD/PIPE-DEPTH: 3.4 meters
 DG8463
 DG8463  HISTORY     - Date     Condition        Report By
 DG8463  HISTORY     - 19840401 MONUMENTED       MNDT
 DG8463  HISTORY     - 20130812 GOOD             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.
 DG8463
 DG8463                          STATION RECOVERY (2013)
 DG8463
 DG8463'RECOVERY NOTE BY MN DEPT OF TRANSP 2013 (DJS)
 DG8463'1.2 MI (1.9 KM) SOUTH OF ULEN, 1.2 MI (1.9 KM) SOUTH OF THE JUNCTION
 DG8463'OF TRUNK HIGHWAY 32 AND COUNTY ROAD 34 IN ULEN, AT TRUNK HIGHWAY 32
 DG8463'MILE POINT 28.5, 121 FT (36.9 M) EAST OF TRUNK HIGHWAY 32, 28 FT (8.5
 DG8463'M) EAST OF EAST RAIL OF RAILROAD, 91 FT (27.7 M) NORTH OF A FIELD
 DG8463'ENTRANCE EAST, 1075 FT (327.7 M) SOUTH OF EAST-WEST TOWNSHIP ROAD, 1.0
 DG8463'FT (0.3 M) WEST OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DQ2017 ***********************************************************************
 DQ2017  DESIGNATION -  1403 K RESET
 DQ2017  PID         -  DQ2017
 DQ2017  STATE/COUNTY-  MN/CLAY
 DQ2017  COUNTRY     -  US
 DQ2017  USGS QUAD   -  ULEN (2019)
 DQ2017
 DQ2017                         *CURRENT SURVEY CONTROL
 DQ2017  ______________________________________________________________________
 DQ2017* NAD 83(2011) POSITION- 47 04 22.95336(N) 096 15 32.65906(W)   ADJUSTED
 DQ2017* NAD 83(2011) ELLIP HT-   325.794 (meters)        (10/03/23)   ADJUSTED
 DQ2017* NAD 83(2011) EPOCH   -  2010.00
 DQ2017* NAVD 88 ORTHO HEIGHT -   352.451 (meters)     1156.33  (feet) ADJUSTED
 DQ2017  ______________________________________________________________________
 DQ2017  GEOID HEIGHT    -        -26.702 (meters)                     GEOID18
 DQ2017  NAD 83(2011) X  -   -474,470.048 (meters)                     COMP
 DQ2017  NAD 83(2011) Y  - -4,326,025.593 (meters)                     COMP
 DQ2017  NAD 83(2011) Z  -  4,647,537.559 (meters)                     COMP
 DQ2017  LAPLACE CORR    -         -1.00  (seconds)                    DEFLEC18
 DQ2017  DYNAMIC HEIGHT  -        352.487 (meters)     1156.45  (feet) COMP
 DQ2017  MODELED GRAVITY -    980,706.5   (mgal)                       NAVD 88
 DQ2017
 DQ2017  VERT ORDER      -  SECOND    CLASS I
 DQ2017
 DQ2017  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DQ2017  Standards:
 DQ2017         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DQ2017            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DQ2017  -------------------------------------------------------------------
 DQ2017  NETWORK    0.47   0.78           0.21   0.17   0.40     -0.10172552
 DQ2017  -------------------------------------------------------------------
 DQ2017  Click here for local accuracies and other accuracy information.
 DQ2017
 DQ2017.The horizontal coordinates were established by GPS observations
 DQ2017.and adjusted by the MN DEPT OF TRANSP in October 2023.
 DQ2017
 DQ2017.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DQ2017.been affixed to the stable North American tectonic plate. See 
 DQ2017.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DQ2017
 DQ2017.The horizontal coordinates are valid at the epoch date displayed above
 DQ2017.which is a decimal equivalence of Year/Month/Day.
 DQ2017
 DQ2017.The orthometric height was determined by differential leveling and
 DQ2017.adjusted by the NATIONAL GEODETIC SURVEY
 DQ2017.in August 2019.
 DQ2017
 DQ2017.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ2017.GEOID18 height accuracy estimate available here.
 DQ2017
 DQ2017.Click photographs - Photos may exist for this station.
 DQ2017
 DQ2017.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DQ2017
 DQ2017.The Laplace correction was computed from DEFLEC18 derived deflections.
 DQ2017
 DQ2017.The ellipsoidal height was determined by GPS observations
 DQ2017.and is referenced to NAD 83.
 DQ2017
 DQ2017.The dynamic height is computed by dividing the NAVD 88
 DQ2017.geopotential number by the normal gravity value computed on the
 DQ2017.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ2017.degrees latitude (g = 980.6199 gals.).
 DQ2017
 DQ2017.The modeled gravity was interpolated from observed gravity values.
 DQ2017
 DQ2017. The following values were computed from the NAD 83(2011) position.
 DQ2017
 DQ2017;                    North         East     Units Scale Factor Converg.
 DQ2017;SPC MN C     -   332,355.708   647,421.975   MT  1.00000512   -1 27 12.0
 DQ2017;SPC MN C     - 1,090,403.69  2,124,083.60   sFT  1.00000512   -1 27 12.0
 DQ2017;UTM  14      - 5,216,926.994   708,090.825   MT  1.00013222   +2 00 27.7
 DQ2017
 DQ2017!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DQ2017!SPC MN C     -   0.99994893  x   1.00000512  =   0.99995405
 DQ2017!UTM  14      -   0.99994893  x   1.00013222  =   1.00008115
 DQ2017
 DQ2017_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQT0809016926(NAD 83)
 DQ2017
 DQ2017                          SUPERSEDED SURVEY CONTROL
 DQ2017
 DQ2017.No superseded survey control is available for this station.
 DQ2017
 DQ2017_MARKER: I = METAL ROD
 DQ2017_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DQ2017_STAMPING: 1403 K RESET 2014
 DQ2017_MARK LOGO: MNDT
 DQ2017_PROJECTION: RECESSED 5 CENTIMETERS
 DQ2017_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DQ2017_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ2017_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ2017+SATELLITE: SATELLITE OBSERVATIONS - June 05, 2023
 DQ2017_ROD/PIPE-DEPTH: 4.3 meters
 DQ2017
 DQ2017  HISTORY     - Date     Condition        Report By
 DQ2017  HISTORY     - 20140401 MONUMENTED       MNDT
 DQ2017  HISTORY     - 20210714 GOOD             MNDT
 DQ2017  HISTORY     - 20230605 GOOD             MNDT
 DQ2017
 DQ2017                          STATION DESCRIPTION
 DQ2017
 DQ2017'DESCRIBED BY MN DEPT OF TRANSP 2014
 DQ2017'THE STATION IS LOCATED ABOUT 8.8 MI (14.2 KM) SOUTHWEST OF FLOM, 7.4
 DQ2017'MI (11.9 KM) SOUTH OF SYRE AND IN THE TOWN OF ULEN, MN.
 DQ2017'
 DQ2017'TO REACH THE MARK GO 0.4 MI (0.6 KM) SOUTH ALONG TRUNK HIGHWAY 32 FROM
 DQ2017'THE JUNCTION OF TRUNK HIGHWAY 32 AND COUNTY ROAD 34 IN ULEN, AT TRUNK
 DQ2017'HIGHWAY 32 MILE POINT 29.1.
 DQ2017'
 DQ2017'THE MARK IS LOCATED 73 FT (22.3 M) WEST OF TRUNK HIGHWAY 32, 55 FT
 DQ2017'(16.8 M) NORTH OF NORTH ELEVATOR ENTRANCE, 1.0 FT (0.3 M) EAST OF A
 DQ2017'WITNESS POST.
 DQ2017'
 DQ2017'NOTE - THE STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM
 DQ2017'ROD DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION REMOVABLE
 DQ2017'DISK SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH
 DQ2017'PVC PIPE BACK FILLED WITH WASHED SAND.
 DQ2017
 DQ2017                          STATION RECOVERY (2021)
 DQ2017
 DQ2017'RECOVERY NOTE BY MN DEPT OF TRANSP 2021 (DAS)
 DQ2017'RECOVERED IN GOOD CONDITION.
 DQ2017
 DQ2017                          STATION RECOVERY (2023)
 DQ2017
 DQ2017'RECOVERY NOTE BY MN DEPT OF TRANSP 2023 (DDS)
 DQ2017'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DP2110 ***********************************************************************
 DP2110  DESIGNATION -  1403 L
 DP2110  PID         -  DP2110
 DP2110  STATE/COUNTY-  MN/CLAY
 DP2110  COUNTRY     -  US
 DP2110  USGS QUAD   -  ULEN (2019)
 DP2110
 DP2110                         *CURRENT SURVEY CONTROL
 DP2110  ______________________________________________________________________
 DP2110* NAD 83(1986) POSITION- 47 05 06.     (N) 096 15 36.     (W)   SCALED
 DP2110* NAVD 88 ORTHO HEIGHT -   345.860 (meters)     1134.71  (feet) ADJUSTED
 DP2110  ______________________________________________________________________
 DP2110  GEOID HEIGHT    -        -26.687 (meters)                     GEOID18
 DP2110  DYNAMIC HEIGHT  -        345.898 (meters)     1134.83  (feet) COMP
 DP2110  MODELED GRAVITY -    980,710.7   (mgal)                       NAVD 88
 DP2110
 DP2110  VERT ORDER      -  SECOND    CLASS I
 DP2110
 DP2110.The horizontal coordinates were scaled from a map and have
 DP2110.an estimated accuracy of +/- 6 seconds.
 DP2110
 DP2110.The orthometric height was determined by differential leveling and
 DP2110.adjusted by the NATIONAL GEODETIC SURVEY
 DP2110.in August 2019.
 DP2110
 DP2110.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP2110.GEOID18 height accuracy estimate available here.
 DP2110
 DP2110.Click photographs - Photos may exist for this station.
 DP2110
 DP2110.The dynamic height is computed by dividing the NAVD 88
 DP2110.geopotential number by the normal gravity value computed on the
 DP2110.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP2110.degrees latitude (g = 980.6199 gals.).
 DP2110
 DP2110.The modeled gravity was interpolated from observed gravity values.
 DP2110
 DP2110;                    North         East    Units  Estimated Accuracy
 DP2110;SPC MN C     -   333,690.      647,390.      MT  (+/- 180 meters Scaled)
 DP2110
 DP2110_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQT079182(NAD 83)
 DP2110
 DP2110                          SUPERSEDED SURVEY CONTROL
 DP2110
 DP2110.No superseded survey control is available for this station.
 DP2110
 DP2110_MARKER: DB = BENCH MARK DISK
 DP2110_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DP2110_SP_SET: BRIDGE ABUTMENT
 DP2110_STAMPING: 1403 L 1947
 DP2110_MARK LOGO: MNHD
 DP2110_MAGNETIC: N = NO MAGNETIC MATERIAL
 DP2110_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DP2110_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DP2110+SATELLITE: SATELLITE OBSERVATIONS - May 21, 2014
 DP2110
 DP2110  HISTORY     - Date     Condition        Report By
 DP2110  HISTORY     - 19470401 MONUMENTED       MNHD
 DP2110  HISTORY     - 20040628 GOOD             MNDT
 DP2110  HISTORY     - 20140521 GOOD             MNDT
 DP2110
 DP2110                          STATION DESCRIPTION
 DP2110
 DP2110'DESCRIBED BY MN DEPT OF TRANSP 2004 (MPP)
 DP2110'THE STATION IS LOCATED ABOUT 8.3 MI (13.4 KM) SOUTHWEST OF FLOM, 6.6
 DP2110'MI (10.6 KM) SOUTH OF SYRE AND IN THE TOWN OF ULEN, MN.
 DP2110'
 DP2110'0.5 MILES NORTH OF ULEN, 0.5 MI (0.8 KM) NORTH OF THE JUNCTION OF
 DP2110'TRUNK HIGHWAY 32 AND COUNTY ROAD 34, AT TRUNK HIGHWAY 32 MILE POINT
 DP2110'29.95.
 DP2110'
 DP2110'IT IS 19 FT (5.8 M) EAST OF TRUNK HIGHWAY 32, 127 FT (38.7 M) NORTH OF
 DP2110'PARK ENTRANCE, IN EAST END OF SOUTH HEADWALL OF TRUNK HIGHWAY 32
 DP2110'BRIDGE 6502 OVER SOUTH BRANCH WILD RICE RIVER.
 DP2110
 DP2110                          STATION RECOVERY (2014)
 DP2110
 DP2110'RECOVERY NOTE BY MN DEPT OF TRANSP 2014 (MAS)
 DP2110'0.5 MI (0.8 KM) NORTH OF ULEN, IN BRIDGE ABUTMENT IN SOUTHEAST CORNER
 DP2110'OF TRUNK HIGHWAY 32 BRIDGE NUMBER 6502 OVER SOUTH BRANCH OF WILD RICE
 DP2110'RIVER, 0.5 MI (0.8 KM) NORTH ALONG TRUNK HIGHWAY 32  FROM THE JUNCTION
 DP2110'OF TRUNK HIGHWAY 32 AND COUNTY ROAD 34, AT TRUNK HIGHWAY 32 MILE POINT
 DP2110'29.95, 19 FT (5.8 M) EAST OF TRUNK HIGHWAY 32.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DG8464 ***********************************************************************
 DG8464  DESIGNATION -  1403 L 1
 DG8464  PID         -  DG8464
 DG8464  STATE/COUNTY-  MN/CLAY
 DG8464  COUNTRY     -  US
 DG8464  USGS QUAD   -  TILDE LAKE (2019)
 DG8464
 DG8464                         *CURRENT SURVEY CONTROL
 DG8464  ______________________________________________________________________
 DG8464* NAD 83(2011) POSITION- 47 04 42.46889(N) 096 11 58.83402(W)   ADJUSTED
 DG8464* NAD 83(2011) ELLIP HT-   329.294 (meters)        (06/27/12)   ADJUSTED
 DG8464* NAD 83(2011) EPOCH   -  2010.00
 DG8464* NAVD 88 ORTHO HEIGHT -   355.990 (meters)     1167.94  (feet) ADJUSTED
 DG8464  ______________________________________________________________________
 DG8464  GEOID HEIGHT    -        -26.734 (meters)                     GEOID18
 DG8464  NAD 83(2011) X  -   -469,937.803 (meters)                     COMP
 DG8464  NAD 83(2011) Y  - -4,326,078.755 (meters)                     COMP
 DG8464  NAD 83(2011) Z  -  4,647,950.575 (meters)                     COMP
 DG8464  LAPLACE CORR    -         -3.15  (seconds)                    DEFLEC18
 DG8464  DYNAMIC HEIGHT  -        356.028 (meters)     1168.07  (feet) COMP
 DG8464  MODELED GRAVITY -    980,710.9   (mgal)                       NAVD 88
 DG8464
 DG8464  VERT ORDER      -  SECOND    CLASS I
 DG8464
 DG8464  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DG8464  Standards:
 DG8464         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DG8464            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DG8464  -------------------------------------------------------------------
 DG8464  NETWORK    0.34   0.45           0.16   0.11   0.23     -0.04381488
 DG8464  -------------------------------------------------------------------
 DG8464  Click here for local accuracies and other accuracy information.
 DG8464
 DG8464.The horizontal coordinates were established by GPS observations
 DG8464.and adjusted by the National Geodetic Survey in June 2012.
 DG8464
 DG8464.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DG8464.been affixed to the stable North American tectonic plate. See 
 DG8464.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DG8464
 DG8464.The horizontal coordinates are valid at the epoch date displayed above
 DG8464.which is a decimal equivalence of Year/Month/Day.
 DG8464
 DG8464.The orthometric height was determined by differential leveling and
 DG8464.adjusted by the NATIONAL GEODETIC SURVEY
 DG8464.in August 2019.
 DG8464
 DG8464.Significant digits in the geoid height do not necessarily reflect accuracy.
 DG8464.GEOID18 height accuracy estimate available here.
 DG8464
 DG8464.Click photographs - Photos may exist for this station.
 DG8464
 DG8464.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DG8464
 DG8464.The Laplace correction was computed from DEFLEC18 derived deflections.
 DG8464
 DG8464.The ellipsoidal height was determined by GPS observations
 DG8464.and is referenced to NAD 83.
 DG8464
 DG8464.The dynamic height is computed by dividing the NAVD 88
 DG8464.geopotential number by the normal gravity value computed on the
 DG8464.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DG8464.degrees latitude (g = 980.6199 gals.).
 DG8464
 DG8464.The modeled gravity was interpolated from observed gravity values.
 DG8464
 DG8464. The following values were computed from the NAD 83(2011) position.
 DG8464
 DG8464;                    North         East     Units Scale Factor Converg.
 DG8464;SPC MN C     -   332,845.464   651,946.673   MT  1.00000635   -1 24 37.3
 DG8464;SPC MN C     - 1,092,010.49  2,138,928.38   sFT  1.00000635   -1 24 37.3
 DG8464;UTM  14      - 5,217,689.146   712,578.318   MT  1.00015542   +2 03 05.1
 DG8464
 DG8464!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG8464!SPC MN C     -   0.99994839  x   1.00000635  =   0.99995474
 DG8464!UTM  14      -   0.99994839  x   1.00015542  =   1.00010380
 DG8464
 DG8464:                Primary Azimuth Mark                     Grid Az
 DG8464:SPC MN C     -  1403 L 2                                 090 22 05.7
 DG8464:UTM  14      -  1403 L 2                                 086 54 23.3
 DG8464
 DG8464_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQT1257817689(NAD 83)
 DG8464
 DG8464|---------------------------------------------------------------------|
 DG8464| PID    Reference Object                     Distance      Geod. Az  |
 DG8464|                                                           dddmmss.s |
 DG8464| DG8465 1403 L 2                            APPROX. 1.2 KM 0885728.4 |
 DG8464|---------------------------------------------------------------------|
 DG8464
 DG8464                          SUPERSEDED SURVEY CONTROL
 DG8464
 DG8464  NAD 83(2007)-  47 04 42.46876(N)    096 11 58.83486(W) AD(2002.00) 0
 DG8464  ELLIP H (02/10/07)  329.326  (m)                       GP(2002.00)    
 DG8464  NAD 83(1996)-  47 04 42.46801(N)    096 11 58.83476(W) AD(       ) 1
 DG8464  ELLIP H (11/24/04)  329.340  (m)                       GP(       ) 3 2
 DG8464  NAVD 88             356.03   (m)         1168.1    (f) LEVELING    3  
 DG8464
 DG8464.Superseded values are not recommended for survey control.
 DG8464
 DG8464.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG8464.See file dsdata.pdf to determine how the superseded data were derived.
 DG8464
 DG8464_MARKER: DD = SURVEY DISK
 DG8464_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DG8464_STAMPING: 1403 L 1 2004
 DG8464_MARK LOGO: MNDT
 DG8464_PROJECTION: RECESSED 3 CENTIMETERS
 DG8464_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DG8464_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DG8464_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG8464+SATELLITE: SATELLITE OBSERVATIONS - 2004
 DG8464_ROD/PIPE-DEPTH: 6.1 meters
 DG8464
 DG8464  HISTORY     - Date     Condition        Report By
 DG8464  HISTORY     - 2004     MONUMENTED       MNDT
 DG8464
 DG8464                          STATION DESCRIPTION
 DG8464
 DG8464'DESCRIBED BY MN DEPT OF TRANSP 2004
 DG8464'3.0 MILES EAST OF ULEN, 2.85 MILES EAST ALONG COUNTY ROAD 34 FROM
 DG8464'JUNCTION OF COUNTY ROAD 34 AND TRUNK HIGHWAY 32 IN ULEN, TO TRUNK
 DG8464'HIGHWAY 32 MILEPOINT 29.50, 67.3 FEET NORTH OF COUNTY ROAD 34, 28.5
 DG8464'FEET WEST OF FIELD ENTRANCE, 16.7 FEET EAST OF POWER POLE, 1.3 FEET
 DG8464'SOUTH OF WITNESS POST
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DG8465 ***********************************************************************
 DG8465  DESIGNATION -  1403 L 2
 DG8465  PID         -  DG8465
 DG8465  STATE/COUNTY-  MN/BECKER
 DG8465  COUNTRY     -  US
 DG8465  USGS QUAD   -  TILDE LAKE (2019)
 DG8465
 DG8465                         *CURRENT SURVEY CONTROL
 DG8465  ______________________________________________________________________
 DG8465* NAD 83(2011) POSITION- 47 04 43.17732(N) 096 11 01.50211(W)   ADJUSTED
 DG8465* NAD 83(2011) ELLIP HT-   329.354 (meters)        (06/27/12)   ADJUSTED
 DG8465* NAD 83(2011) EPOCH   -  2010.00
 DG8465* NAVD 88 ORTHO HEIGHT -   356.069 (meters)     1168.20  (feet) ADJUSTED
 DG8465  ______________________________________________________________________
 DG8465  GEOID HEIGHT    -        -26.754 (meters)                     GEOID18
 DG8465  NAD 83(2011) X  -   -468,733.617 (meters)                     COMP
 DG8465  NAD 83(2011) Y  - -4,326,193.321 (meters)                     COMP
 DG8465  NAD 83(2011) Z  -  4,647,965.518 (meters)                     COMP
 DG8465  LAPLACE CORR    -         -3.87  (seconds)                    DEFLEC18
 DG8465  DYNAMIC HEIGHT  -        356.107 (meters)     1168.33  (feet) COMP
 DG8465  MODELED GRAVITY -    980,707.9   (mgal)                       NAVD 88
 DG8465
 DG8465  VERT ORDER      -  SECOND    CLASS I
 DG8465
 DG8465  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DG8465  Standards:
 DG8465         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DG8465            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DG8465  -------------------------------------------------------------------
 DG8465  NETWORK    0.30   0.41           0.14   0.10   0.21     -0.02246071
 DG8465  -------------------------------------------------------------------
 DG8465  Click here for local accuracies and other accuracy information.
 DG8465
 DG8465.The horizontal coordinates were established by GPS observations
 DG8465.and adjusted by the National Geodetic Survey in June 2012.
 DG8465
 DG8465.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DG8465.been affixed to the stable North American tectonic plate. See 
 DG8465.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DG8465
 DG8465.The horizontal coordinates are valid at the epoch date displayed above
 DG8465.which is a decimal equivalence of Year/Month/Day.
 DG8465
 DG8465.The orthometric height was determined by differential leveling and
 DG8465.adjusted by the NATIONAL GEODETIC SURVEY
 DG8465.in August 2019.
 DG8465
 DG8465.Significant digits in the geoid height do not necessarily reflect accuracy.
 DG8465.GEOID18 height accuracy estimate available here.
 DG8465
 DG8465.Click photographs - Photos may exist for this station.
 DG8465
 DG8465.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DG8465
 DG8465.The Laplace correction was computed from DEFLEC18 derived deflections.
 DG8465
 DG8465.The ellipsoidal height was determined by GPS observations
 DG8465.and is referenced to NAD 83.
 DG8465
 DG8465.The dynamic height is computed by dividing the NAVD 88
 DG8465.geopotential number by the normal gravity value computed on the
 DG8465.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DG8465.degrees latitude (g = 980.6199 gals.).
 DG8465
 DG8465.The modeled gravity was interpolated from observed gravity values.
 DG8465
 DG8465. The following values were computed from the NAD 83(2011) position.
 DG8465
 DG8465;                    North         East     Units Scale Factor Converg.
 DG8465;SPC MN C     -   332,837.687   653,156.309   MT  1.00000639   -1 23 55.9
 DG8465;SPC MN C     - 1,091,984.98  2,142,896.99   sFT  1.00000639   -1 23 55.9
 DG8465;UTM  14      - 5,217,754.436   713,786.400   MT  1.00016176   +2 03 47.1
 DG8465
 DG8465!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG8465!SPC MN C     -   0.99994838  x   1.00000639  =   0.99995477
 DG8465!UTM  14      -   0.99994838  x   1.00016176  =   1.00011013
 DG8465
 DG8465:                Primary Azimuth Mark                     Grid Az
 DG8465:SPC MN C     -  1403 L 1                                 270 22 06.3
 DG8465:UTM  14      -  1403 L 1                                 266 54 23.3
 DG8465
 DG8465_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQT1378617754(NAD 83)
 DG8465
 DG8465|---------------------------------------------------------------------|
 DG8465| PID    Reference Object                     Distance      Geod. Az  |
 DG8465|                                                           dddmmss.s |
 DG8465| DG8464 1403 L 1                            APPROX. 1.2 KM 2685810.4 |
 DG8465|---------------------------------------------------------------------|
 DG8465
 DG8465                          SUPERSEDED SURVEY CONTROL
 DG8465
 DG8465  NAD 83(2007)-  47 04 43.17720(N)    096 11 01.50296(W) AD(2002.00) 0
 DG8465  ELLIP H (02/10/07)  329.386  (m)                       GP(2002.00)    
 DG8465  NAD 83(1996)-  47 04 43.17653(N)    096 11 01.50297(W) AD(       ) 1
 DG8465  ELLIP H (11/24/04)  329.399  (m)                       GP(       ) 3 2
 DG8465  NAVD 88             356.11   (m)         1168.3    (f) LEVELING    3  
 DG8465
 DG8465.Superseded values are not recommended for survey control.
 DG8465
 DG8465.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG8465.See file dsdata.pdf to determine how the superseded data were derived.
 DG8465
 DG8465_MARKER: DD = SURVEY DISK
 DG8465_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DG8465_STAMPING: 1403 L 2 2004
 DG8465_MARK LOGO: MNDT
 DG8465_PROJECTION: RECESSED 5 CENTIMETERS
 DG8465_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DG8465_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DG8465_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG8465+SATELLITE: SATELLITE OBSERVATIONS - June 29, 2007
 DG8465_ROD/PIPE-DEPTH: 4.6 meters
 DG8465
 DG8465  HISTORY     - Date     Condition        Report By
 DG8465  HISTORY     - 20040723 MONUMENTED       MNDT
 DG8465  HISTORY     - 20070629 GOOD             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
 DG8465
 DG8465                          STATION RECOVERY (2007)
 DG8465
 DG8465'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (DRB)
 DG8465'3.6 MI (5.8 KM) EAST OF ULEN, 3.1 MI (5.0 KM) EAST ALONG COUNTY ROAD
 DG8465'34  FROM THE JUNCTION OF COUNTY ROAD 34 AND TRUNK HIGHWAY 32 IN ULEN,
 DG8465'3.0 MI (4.8 KM) EAST TO COUNTY LINE MILE POINT 30 SOUTH BRANCH WILD
 DG8465'RICE RIVER, THEN 0.50 MI (0.80 KM) EAST ON BECKER COUNTY ROAD 16,
 DG8465'JUNCTION TRUNK HIGHWAY 32 AND COUNTY ROAD 34 IS MILE POINT 29.50, 49.5
 DG8465'FT (15.1 M) NORTH OF COUNTY ROAD 16, 12.2 FT (3.7 M) EAST OF A FIELD
 DG8465'ENTRANCE, 1.3 FT (0.4 M) SOUTH OF A WITNESS POST FEET EAST OF A FIELD
 DG8465'ENTRANCE, 1.3 FT (0.4 M) SOUTH OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DQ2003 ***********************************************************************
 DQ2003  DESIGNATION -  1403 M 1
 DQ2003  PID         -  DQ2003
 DQ2003  STATE/COUNTY-  MN/CLAY
 DQ2003  COUNTRY     -  US
 DQ2003  USGS QUAD   -  HAWLEY (2019)
 DQ2003
 DQ2003                         *CURRENT SURVEY CONTROL
 DQ2003  ______________________________________________________________________
 DQ2003* NAD 83(1986) POSITION- 46 54 20.65   (N) 096 15 30.96   (W)   HD_HELD1
 DQ2003* NAVD 88 ORTHO HEIGHT -   374.391 (meters)     1228.31  (feet) ADJUSTED
 DQ2003  ______________________________________________________________________
 DQ2003  GEOID HEIGHT    -        -26.792 (meters)                     GEOID18
 DQ2003  DYNAMIC HEIGHT  -        374.413 (meters)     1228.39  (feet) COMP
 DQ2003  MODELED GRAVITY -    980,661.5   (mgal)                       NAVD 88
 DQ2003
 DQ2003  VERT ORDER      -  SECOND    CLASS I
 DQ2003
 DQ2003.The horizontal coordinates were determined by differentially corrected
 DQ2003.hand held GPS observations or other comparable positioning techniques
 DQ2003.and have an estimated accuracy of +/- 3 meters.
 DQ2003
 DQ2003.The orthometric height was determined by differential leveling and
 DQ2003.adjusted by the NATIONAL GEODETIC SURVEY
 DQ2003.in August 2019.
 DQ2003
 DQ2003.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ2003.GEOID18 height accuracy estimate available here.
 DQ2003
 DQ2003.Click photographs - Photos may exist for this station.
 DQ2003
 DQ2003.The dynamic height is computed by dividing the NAVD 88
 DQ2003.geopotential number by the normal gravity value computed on the
 DQ2003.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ2003.degrees latitude (g = 980.6199 gals.).
 DQ2003
 DQ2003.The modeled gravity was interpolated from observed gravity values.
 DQ2003
 DQ2003;                    North         East    Units  Estimated Accuracy
 DQ2003;SPC MN C     -   313,761.4     646,986.2     MT  (+/- 3 meters HH1 GPS) 
 DQ2003
 DQ2003_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQS0877798337(NAD 83)
 DQ2003
 DQ2003                          SUPERSEDED SURVEY CONTROL
 DQ2003
 DQ2003.No superseded survey control is available for this station.
 DQ2003
 DQ2003_MARKER: DV = VERTICAL CONTROL DISK
 DQ2003_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DQ2003_SP_SET: BRIDGE ABUTMENT
 DQ2003_STAMPING: 1403 M 1 1988
 DQ2003_MARK LOGO: MNDT
 DQ2003_MAGNETIC: N = NO MAGNETIC MATERIAL
 DQ2003_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ2003_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DQ2003+SATELLITE: SATELLITE OBSERVATIONS - March 04, 2015
 DQ2003
 DQ2003  HISTORY     - Date     Condition        Report By
 DQ2003  HISTORY     - 19880401 MONUMENTED       MNDT
 DQ2003  HISTORY     - 20150304 GOOD             MNDT
 DQ2003
 DQ2003                          STATION DESCRIPTION
 DQ2003
 DQ2003'DESCRIBED BY MN DEPT OF TRANSP 2015 (KMS)
 DQ2003'THE STATION IS LOCATED ABOUT 7.9 MI (12.7 KM) WEST OF LAKE PARK, 3.2
 DQ2003'MI (5.1 KM) EAST-NORTHEAST OF HAWLEY AND 1.9 MI (3.1 KM) WEST OF DALE.
 DQ2003'TO REACH THE MARK IN BRIDGE ABUTMENT IN SOUTHEAST CORNER OF TRUNK
 DQ2003'HIGHWAY 32 BRIDGE NUMBER 14006 OVER RAILROAD TRACKS, 1.9 MI (3.1 KM)
 DQ2003'NORTH ALONG TRUNK HIGHWAY 32 FROM THE JUNCTION OF TRUNK HIGHWAY 32 AND
 DQ2003'TRUNK HIGHWAY 10 AT TRUNK HIGHWAY 32 MILE POINT 17.45.
 DQ2003'
 DQ2003'THE MARK IS LOCATED 23.7 FT (7.2 M) EAST OF TRUNK HIGHWAY 32.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DP2109 ***********************************************************************
 DP2109  DESIGNATION -  1403 P
 DP2109  PID         -  DP2109
 DP2109  STATE/COUNTY-  MN/CLAY
 DP2109  COUNTRY     -  US
 DP2109  USGS QUAD   -  SYRE (2019)
 DP2109
 DP2109                         *CURRENT SURVEY CONTROL
 DP2109  ______________________________________________________________________
 DP2109* NAD 83(1986) POSITION- 47 08 12.     (N) 096 15 35.     (W)   SCALED
 DP2109* NAVD 88 ORTHO HEIGHT -   346.164 (meters)     1135.71  (feet) ADJUSTED
 DP2109  ______________________________________________________________________
 DP2109  GEOID HEIGHT    -        -26.655 (meters)                     GEOID18
 DP2109  DYNAMIC HEIGHT  -        346.205 (meters)     1135.84  (feet) COMP
 DP2109  MODELED GRAVITY -    980,721.9   (mgal)                       NAVD 88
 DP2109
 DP2109  VERT ORDER      -  SECOND    CLASS I
 DP2109
 DP2109.The horizontal coordinates were scaled from a map and have
 DP2109.an estimated accuracy of +/- 6 seconds.
 DP2109
 DP2109.The orthometric height was determined by differential leveling and
 DP2109.adjusted by the NATIONAL GEODETIC SURVEY
 DP2109.in August 2019.
 DP2109
 DP2109.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP2109.GEOID18 height accuracy estimate available here.
 DP2109
 DP2109.Click photographs - Photos may exist for this station.
 DP2109
 DP2109.The dynamic height is computed by dividing the NAVD 88
 DP2109.geopotential number by the normal gravity value computed on the
 DP2109.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP2109.degrees latitude (g = 980.6199 gals.).
 DP2109
 DP2109.The modeled gravity was interpolated from observed gravity values.
 DP2109
 DP2109;                    North         East    Units  Estimated Accuracy
 DP2109;SPC MN C     -   339,430.      647,550.      MT  (+/- 180 meters Scaled)
 DP2109
 DP2109_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQT077239(NAD 83)
 DP2109
 DP2109                          SUPERSEDED SURVEY CONTROL
 DP2109
 DP2109.No superseded survey control is available for this station.
 DP2109
 DP2109_MARKER: DB = BENCH MARK DISK
 DP2109_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 DP2109_STAMPING: 1403 P 1949
 DP2109_MARK LOGO: MNDT
 DP2109_PROJECTION: FLUSH
 DP2109_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DP2109_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DP2109_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP2109+SATELLITE: SATELLITE OBSERVATIONS - June 28, 2004
 DP2109
 DP2109  HISTORY     - Date     Condition        Report By
 DP2109  HISTORY     - 1949     MONUMENTED       MNDT
 DP2109  HISTORY     - 20040628 GOOD             MNDT
 DP2109  HISTORY     - 20220706 MARK NOT FOUND   MNDT
 DP2109
 DP2109                          STATION DESCRIPTION
 DP2109
 DP2109'DESCRIBED BY MN DEPT OF TRANSP 2004 (MPP)
 DP2109'THE STATION IS LOCATED ABOUT 6.4 MI (10.3 KM) WEST-SOUTHWEST OF FLOM,
 DP2109'4.0 MI (6.4 KM) NORTH OF ULEN AND 3.0 MI (4.8 KM) SOUTH OF SYRE.
 DP2109'
 DP2109'3.0 MILES SOUTH ALONG TRUNKHIGHWAY 32 FROM J UNCTION OF TRUNK HIGHWAY
 DP2109'32 AND TRUNK HIGHWAY 113 IN SYRE, AT TRUNK HI GHWAY 32 MILE POINT
 DP2109'33.5, AT TRUNK HIGHWAY 32 STATION 956+21, IN NORTHW EST CORNER OF ROAD
 DP2109'JUNCTION.
 DP2109'
 DP2109'IT IS 90 FT (27.4 M) (27.4 M) WEST OF TRUNK HIGHWAY 32, 44.0 FE ET
 DP2109'NORTH OF 200TH AVENUE NORTH, 9.5 FT (2.9 M) WEST OF POWER POLE WITH
 DP2109'GUY WEST IRES, 0.4 FT (12 CM) EAST OF A WITNESS POST.
 DP2109
 DP2109                          STATION RECOVERY (2022)
 DP2109
 DP2109'RECOVERY NOTE BY MN DEPT OF TRANSP 2022 (TJD)
 DP2109'AFTER A THOROUGH FIELD SEARCH MARK WAS NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DG8466 ***********************************************************************
 DG8466  DESIGNATION -  1403 Q
 DG8466  PID         -  DG8466
 DG8466  STATE/COUNTY-  MN/CLAY
 DG8466  COUNTRY     -  US
 DG8466  USGS QUAD   -  ULEN (2019)
 DG8466
 DG8466                         *CURRENT SURVEY CONTROL
 DG8466  ______________________________________________________________________
 DG8466* NAD 83(2011) POSITION- 47 07 20.70794(N) 096 15 33.72275(W)   ADJUSTED
 DG8466* NAD 83(2011) ELLIP HT-   320.322 (meters)        (06/27/12)   ADJUSTED
 DG8466* NAD 83(2011) EPOCH   -  2010.00
 DG8466* NAVD 88 ORTHO HEIGHT -   346.945 (meters)     1138.27  (feet) ADJUSTED
 DG8466  ______________________________________________________________________
 DG8466  GEOID HEIGHT    -        -26.659 (meters)                     GEOID18
 DG8466  NAD 83(2011) X  -   -474,053.521 (meters)                     COMP
 DG8466  NAD 83(2011) Y  - -4,322,022.215 (meters)                     COMP
 DG8466  NAD 83(2011) Z  -  4,651,270.578 (meters)                     COMP
 DG8466  LAPLACE CORR    -         -2.01  (seconds)                    DEFLEC18
 DG8466  DYNAMIC HEIGHT  -        346.986 (meters)     1138.40  (feet) COMP
 DG8466  MODELED GRAVITY -    980,720.9   (mgal)                       NAVD 88
 DG8466
 DG8466  VERT ORDER      -  SECOND    CLASS I
 DG8466
 DG8466  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DG8466  Standards:
 DG8466         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DG8466            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DG8466  -------------------------------------------------------------------
 DG8466  NETWORK    0.44   0.57           0.20   0.15   0.29     -0.01638504
 DG8466  -------------------------------------------------------------------
 DG8466  Click here for local accuracies and other accuracy information.
 DG8466
 DG8466.The horizontal coordinates were established by GPS observations
 DG8466.and adjusted by the National Geodetic Survey in June 2012.
 DG8466
 DG8466.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DG8466.been affixed to the stable North American tectonic plate. See 
 DG8466.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DG8466
 DG8466.The horizontal coordinates are valid at the epoch date displayed above
 DG8466.which is a decimal equivalence of Year/Month/Day.
 DG8466
 DG8466.The orthometric height was determined by differential leveling and
 DG8466.adjusted by the NATIONAL GEODETIC SURVEY
 DG8466.in August 2019.
 DG8466
 DG8466.Significant digits in the geoid height do not necessarily reflect accuracy.
 DG8466.GEOID18 height accuracy estimate available here.
 DG8466
 DG8466.Click photographs - Photos may exist for this station.
 DG8466
 DG8466.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DG8466
 DG8466.The Laplace correction was computed from DEFLEC18 derived deflections.
 DG8466
 DG8466.The ellipsoidal height was determined by GPS observations
 DG8466.and is referenced to NAD 83.
 DG8466
 DG8466.The dynamic height is computed by dividing the NAVD 88
 DG8466.geopotential number by the normal gravity value computed on the
 DG8466.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DG8466.degrees latitude (g = 980.6199 gals.).
 DG8466
 DG8466.The modeled gravity was interpolated from observed gravity values.
 DG8466
 DG8466. The following values were computed from the NAD 83(2011) position.
 DG8466
 DG8466;                    North         East     Units Scale Factor Converg.
 DG8466;SPC MN C     -   337,843.866   647,538.786   MT  1.00001664   -1 27 12.8
 DG8466;SPC MN C     - 1,108,409.42  2,124,466.83   sFT  1.00001664   -1 27 12.8
 DG8466;UTM  14      - 5,222,412.854   707,876.003   MT  1.00013112   +2 00 32.7
 DG8466
 DG8466!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG8466!SPC MN C     -   0.99994979  x   1.00001664  =   0.99996643
 DG8466!UTM  14      -   0.99994979  x   1.00013112  =   1.00008091
 DG8466
 DG8466:                Primary Azimuth Mark                     Grid Az
 DG8466:SPC MN C     -  1403 R                                   178 34 51.5
 DG8466:UTM  14      -  1403 R                                   175 07 06.0
 DG8466
 DG8466_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQT0787622412(NAD 83)
 DG8466
 DG8466|---------------------------------------------------------------------|
 DG8466| PID    Reference Object                     Distance      Geod. Az  |
 DG8466|                                                           dddmmss.s |
 DG8466| DG8467 1403 R                              APPROX. 1.6 KM 1770738.7 |
 DG8466|---------------------------------------------------------------------|
 DG8466
 DG8466                          SUPERSEDED SURVEY CONTROL
 DG8466
 DG8466  NAD 83(2007)-  47 07 20.70780(N)    096 15 33.72354(W) AD(2002.00) 0
 DG8466  ELLIP H (02/10/07)  320.355  (m)                       GP(2002.00)    
 DG8466  NAD 83(1996)-  47 07 20.70706(N)    096 15 33.72333(W) AD(       ) 1
 DG8466  ELLIP H (11/24/04)  320.370  (m)                       GP(       ) 3 2
 DG8466  NAVD 88             346.99   (m)         1138.4    (f) LEVELING    3  
 DG8466
 DG8466.Superseded values are not recommended for survey control.
 DG8466
 DG8466.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG8466.See file dsdata.pdf to determine how the superseded data were derived.
 DG8466
 DG8466_MARKER: DD = SURVEY DISK
 DG8466_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DG8466_STAMPING: 1403 Q 2004
 DG8466_MARK LOGO: MNDT
 DG8466_PROJECTION: RECESSED 3 CENTIMETERS
 DG8466_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DG8466_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DG8466_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG8466+SATELLITE: SATELLITE OBSERVATIONS - June 05, 2023
 DG8466_ROD/PIPE-DEPTH: 6.1 meters
 DG8466
 DG8466  HISTORY     - Date     Condition        Report By
 DG8466  HISTORY     - 2004     MONUMENTED       MNDT
 DG8466  HISTORY     - 20140521 GOOD             MNDT
 DG8466  HISTORY     - 20210714 GOOD             MNDT
 DG8466  HISTORY     - 20230605 GOOD             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
 DG8466
 DG8466                          STATION RECOVERY (2014)
 DG8466
 DG8466'RECOVERY NOTE BY MN DEPT OF TRANSP 2014 (MAS)
 DG8466'RECOVERED AS DESCRIBED.
 DG8466
 DG8466                          STATION RECOVERY (2021)
 DG8466
 DG8466'RECOVERY NOTE BY MN DEPT OF TRANSP 2021 (DAS)
 DG8466'RECOVERED IN GOOD CONDITION.
 DG8466
 DG8466                          STATION RECOVERY (2023)
 DG8466
 DG8466'RECOVERY NOTE BY MN DEPT OF TRANSP 2023 (DDS)
 DG8466'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DG8467 ***********************************************************************
 DG8467  DESIGNATION -  1403 R
 DG8467  PID         -  DG8467
 DG8467  STATE/COUNTY-  MN/CLAY
 DG8467  COUNTRY     -  US
 DG8467  USGS QUAD   -  ULEN (2019)
 DG8467
 DG8467                         *CURRENT SURVEY CONTROL
 DG8467  ______________________________________________________________________
 DG8467* NAD 83(2011) POSITION- 47 06 28.46469(N) 096 15 29.88315(W)   ADJUSTED
 DG8467* NAD 83(2011) ELLIP HT-   320.779 (meters)        (06/27/12)   ADJUSTED
 DG8467* NAD 83(2011) EPOCH   -  2010.00
 DG8467* NAVD 88 ORTHO HEIGHT -   347.402 (meters)     1139.77  (feet) ADJUSTED
 DG8467  ______________________________________________________________________
 DG8467  GEOID HEIGHT    -        -26.668 (meters)                     GEOID18
 DG8467  NAD 83(2011) X  -   -474,101.973 (meters)                     COMP
 DG8467  NAD 83(2011) Y  - -4,323,206.498 (meters)                     COMP
 DG8467  NAD 83(2011) Z  -  4,650,172.932 (meters)                     COMP
 DG8467  LAPLACE CORR    -         -1.71  (seconds)                    DEFLEC18
 DG8467  DYNAMIC HEIGHT  -        347.442 (meters)     1139.90  (feet) COMP
 DG8467  MODELED GRAVITY -    980,719.3   (mgal)                       NAVD 88
 DG8467
 DG8467  VERT ORDER      -  SECOND    CLASS I
 DG8467
 DG8467  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DG8467  Standards:
 DG8467         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DG8467            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DG8467  -------------------------------------------------------------------
 DG8467  NETWORK    0.27   0.43           0.12   0.10   0.22     -0.04331884
 DG8467  -------------------------------------------------------------------
 DG8467  Click here for local accuracies and other accuracy information.
 DG8467
 DG8467.The horizontal coordinates were established by GPS observations
 DG8467.and adjusted by the National Geodetic Survey in June 2012.
 DG8467
 DG8467.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DG8467.been affixed to the stable North American tectonic plate. See 
 DG8467.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DG8467
 DG8467.The horizontal coordinates are valid at the epoch date displayed above
 DG8467.which is a decimal equivalence of Year/Month/Day.
 DG8467
 DG8467.The orthometric height was determined by differential leveling and
 DG8467.adjusted by the NATIONAL GEODETIC SURVEY
 DG8467.in August 2019.
 DG8467
 DG8467.Significant digits in the geoid height do not necessarily reflect accuracy.
 DG8467.GEOID18 height accuracy estimate available here.
 DG8467
 DG8467.Click photographs - Photos may exist for this station.
 DG8467
 DG8467.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DG8467
 DG8467.The Laplace correction was computed from DEFLEC18 derived deflections.
 DG8467
 DG8467.The ellipsoidal height was determined by GPS observations
 DG8467.and is referenced to NAD 83.
 DG8467
 DG8467.The dynamic height is computed by dividing the NAVD 88
 DG8467.geopotential number by the normal gravity value computed on the
 DG8467.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DG8467.degrees latitude (g = 980.6199 gals.).
 DG8467
 DG8467.The modeled gravity was interpolated from observed gravity values.
 DG8467
 DG8467. The following values were computed from the NAD 83(2011) position.
 DG8467
 DG8467;                    North         East     Units Scale Factor Converg.
 DG8467;SPC MN C     -   336,228.962   647,578.790   MT  1.00001317   -1 27 10.0
 DG8467;SPC MN C     - 1,103,111.19  2,124,598.08   sFT  1.00001317   -1 27 10.0
 DG8467;UTM  14      - 5,220,803.127   708,013.479   MT  1.00013182   +2 00 33.8
 DG8467
 DG8467!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG8467!SPC MN C     -   0.99994972  x   1.00001317  =   0.99996289
 DG8467!UTM  14      -   0.99994972  x   1.00013182  =   1.00008153
 DG8467
 DG8467:                Primary Azimuth Mark                     Grid Az
 DG8467:SPC MN C     -  1403 Q                                   358 34 51.5
 DG8467:UTM  14      -  1403 Q                                   355 07 07.7
 DG8467
 DG8467_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQT0801320803(NAD 83)
 DG8467
 DG8467|---------------------------------------------------------------------|
 DG8467| PID    Reference Object                     Distance      Geod. Az  |
 DG8467|                                                           dddmmss.s |
 DG8467| DG8466 1403 Q                              APPROX. 1.6 KM 3570741.5 |
 DG8467|---------------------------------------------------------------------|
 DG8467
 DG8467                          SUPERSEDED SURVEY CONTROL
 DG8467
 DG8467  NAD 83(2007)-  47 06 28.46455(N)    096 15 29.88394(W) AD(2002.00) 0
 DG8467  ELLIP H (02/10/07)  320.811  (m)                       GP(2002.00)    
 DG8467  NAD 83(1996)-  47 06 28.46381(N)    096 15 29.88371(W) AD(       ) 1
 DG8467  ELLIP H (11/24/04)  320.826  (m)                       GP(       ) 3 2
 DG8467  NAVD 88             347.44   (m)         1139.9    (f) LEVELING    3  
 DG8467
 DG8467.Superseded values are not recommended for survey control.
 DG8467
 DG8467.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG8467.See file dsdata.pdf to determine how the superseded data were derived.
 DG8467
 DG8467_MARKER: DD = SURVEY DISK
 DG8467_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DG8467_STAMPING: 1403 R 2004
 DG8467_MARK LOGO: MNDT
 DG8467_PROJECTION: RECESSED 3 CENTIMETERS
 DG8467_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DG8467_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DG8467_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG8467+SATELLITE: SATELLITE OBSERVATIONS - June 05, 2023
 DG8467_ROD/PIPE-DEPTH: 7.6 meters
 DG8467
 DG8467  HISTORY     - Date     Condition        Report By
 DG8467  HISTORY     - 20040714 MONUMENTED       MNDT
 DG8467  HISTORY     - 20140521 GOOD             MNDT
 DG8467  HISTORY     - 20150129 GOOD             MNDT
 DG8467  HISTORY     - 20230605 GOOD             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
 DG8467
 DG8467                          STATION RECOVERY (2014)
 DG8467
 DG8467'RECOVERY NOTE BY MN DEPT OF TRANSP 2014 (MAS)
 DG8467'RECOVERED AS DESCRIBED.
 DG8467
 DG8467                          STATION RECOVERY (2015)
 DG8467
 DG8467'RECOVERY NOTE BY MN DEPT OF TRANSP 2015 (KXS)
 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.
 DG8467
 DG8467                          STATION RECOVERY (2023)
 DG8467
 DG8467'RECOVERY NOTE BY MN DEPT OF TRANSP 2023 (DDS)
 DG8467'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DQ2020 ***********************************************************************
 DQ2020  DESIGNATION -  1403 S RESET
 DQ2020  PID         -  DQ2020
 DQ2020  STATE/COUNTY-  MN/CLAY
 DQ2020  COUNTRY     -  US
 DQ2020  USGS QUAD   -  ULEN (2019)
 DQ2020
 DQ2020                         *CURRENT SURVEY CONTROL
 DQ2020  ______________________________________________________________________
 DQ2020* NAD 83(2011) POSITION- 47 05 36.20814(N) 096 15 30.11894(W)   ADJUSTED
 DQ2020* NAD 83(2011) ELLIP HT-   319.687 (meters)        (10/03/23)   ADJUSTED
 DQ2020* NAD 83(2011) EPOCH   -  2010.00
 DQ2020* NAVD 88 ORTHO HEIGHT -   346.325 (meters)     1136.23  (feet) ADJUSTED
 DQ2020  ______________________________________________________________________
 DQ2020  GEOID HEIGHT    -        -26.679 (meters)                     GEOID18
 DQ2020  NAD 83(2011) X  -   -474,235.710 (meters)                     COMP
 DQ2020  NAD 83(2011) Y  - -4,324,380.386 (meters)                     COMP
 DQ2020  NAD 83(2011) Z  -  4,649,073.576 (meters)                     COMP
 DQ2020  LAPLACE CORR    -         -1.45  (seconds)                    DEFLEC18
 DQ2020  DYNAMIC HEIGHT  -        346.363 (meters)     1136.36  (feet) COMP
 DQ2020  MODELED GRAVITY -    980,714.1   (mgal)                       NAVD 88
 DQ2020
 DQ2020  VERT ORDER      -  SECOND    CLASS I
 DQ2020
 DQ2020  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DQ2020  Standards:
 DQ2020         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DQ2020            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DQ2020  -------------------------------------------------------------------
 DQ2020  NETWORK    0.46   0.78           0.21   0.16   0.40     -0.04824069
 DQ2020  -------------------------------------------------------------------
 DQ2020  Click here for local accuracies and other accuracy information.
 DQ2020
 DQ2020.The horizontal coordinates were established by GPS observations
 DQ2020.and adjusted by the MN DEPT OF TRANSP in October 2023.
 DQ2020
 DQ2020.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DQ2020.been affixed to the stable North American tectonic plate. See 
 DQ2020.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DQ2020
 DQ2020.The horizontal coordinates are valid at the epoch date displayed above
 DQ2020.which is a decimal equivalence of Year/Month/Day.
 DQ2020
 DQ2020.The orthometric height was determined by differential leveling and
 DQ2020.adjusted by the NATIONAL GEODETIC SURVEY
 DQ2020.in August 2019.
 DQ2020
 DQ2020.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ2020.GEOID18 height accuracy estimate available here.
 DQ2020
 DQ2020.Click photographs - Photos may exist for this station.
 DQ2020
 DQ2020.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DQ2020
 DQ2020.The Laplace correction was computed from DEFLEC18 derived deflections.
 DQ2020
 DQ2020.The ellipsoidal height was determined by GPS observations
 DQ2020.and is referenced to NAD 83.
 DQ2020
 DQ2020.The dynamic height is computed by dividing the NAVD 88
 DQ2020.geopotential number by the normal gravity value computed on the
 DQ2020.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ2020.degrees latitude (g = 980.6199 gals.).
 DQ2020
 DQ2020.The modeled gravity was interpolated from observed gravity values.
 DQ2020
 DQ2020. The following values were computed from the NAD 83(2011) position.
 DQ2020
 DQ2020;                    North         East     Units Scale Factor Converg.
 DQ2020;SPC MN C     -   334,615.837   647,532.905   MT  1.00000978   -1 27 10.2
 DQ2020;SPC MN C     - 1,097,818.79  2,124,447.54   sFT  1.00000978   -1 27 10.2
 DQ2020;UTM  14      - 5,219,189.980   708,065.093   MT  1.00013209   +2 00 31.9
 DQ2020
 DQ2020!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DQ2020!SPC MN C     -   0.99994989  x   1.00000978  =   0.99995967
 DQ2020!UTM  14      -   0.99994989  x   1.00013209  =   1.00008198
 DQ2020
 DQ2020_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQT0806519189(NAD 83)
 DQ2020
 DQ2020                          SUPERSEDED SURVEY CONTROL
 DQ2020
 DQ2020.No superseded survey control is available for this station.
 DQ2020
 DQ2020_MARKER: I = METAL ROD
 DQ2020_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DQ2020_STAMPING: 1403 S RESET 2014
 DQ2020_MARK LOGO: MNDT
 DQ2020_PROJECTION: RECESSED 5 CENTIMETERS
 DQ2020_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DQ2020_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ2020_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ2020+SATELLITE: SATELLITE OBSERVATIONS - June 05, 2023
 DQ2020_ROD/PIPE-DEPTH: 12.2 meters
 DQ2020
 DQ2020  HISTORY     - Date     Condition        Report By
 DQ2020  HISTORY     - 20140521 MONUMENTED       MNDT
 DQ2020  HISTORY     - 20230605 GOOD             MNDT
 DQ2020
 DQ2020                          STATION DESCRIPTION
 DQ2020
 DQ2020'DESCRIBED BY MN DEPT OF TRANSP 2014
 DQ2020'THE STATION IS LOCATED ABOUT 7.8 MI (12.6 KM) SOUTHWEST OF FLOM, 6.0
 DQ2020'MI (9.7 KM) SOUTH OF SYRE AND 1.0 MI (1.6 KM) NORTH OF ULEN.
 DQ2020'
 DQ2020'TO REACH THE MARK GO 1.0 MI (1.6 KM) NORTH ALONG TRUNK HIGHWAY 32 FROM
 DQ2020'THE JUNCTION OF TRUNK HIGHWAY 32 AND COUNTY ROAD 34 IN ULEN, AT TRUNK
 DQ2020'HIGHWAY 32 MILE POINT 30.50.
 DQ2020'
 DQ2020'THE MARK IS LOCATED 67.7 FT (20.6 M) EAST OF TRUNK HIGHWAY 32, 50.2 FT
 DQ2020'(15.3 M) NORTH OF 170 AVENUE NORTH, 17.1 FT (5.2 M) WEST OF TRAIL, 1.0
 DQ2020'FT (0.3 M) WEST OF A WITNESS POST.
 DQ2020'
 DQ2020'NOTE - THE STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM
 DQ2020'ROD DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION REMOVABLE
 DQ2020'DISK SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH
 DQ2020'PVC PIPE BACK FILLED WITH WASHED SAND.
 DQ2020
 DQ2020                          STATION RECOVERY (2023)
 DQ2020
 DQ2020'RECOVERY NOTE BY MN DEPT OF TRANSP 2023 (DDS)
 DQ2020'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DP7334 ***********************************************************************
 DP7334  DESIGNATION -  1403 T
 DP7334  PID         -  DP7334
 DP7334  STATE/COUNTY-  MN/CLAY
 DP7334  COUNTRY     -  US
 DP7334  USGS QUAD   -  HAWLEY (2019)
 DP7334
 DP7334                         *CURRENT SURVEY CONTROL
 DP7334  ______________________________________________________________________
 DP7334* NAD 83(2011) POSITION- 46 55 15.85314(N) 096 15 35.34852(W)   ADJUSTED
 DP7334* NAD 83(2011) ELLIP HT-   345.047 (meters)        (05/15/15)   ADJUSTED
 DP7334* NAD 83(2011) EPOCH   -  2010.00
 DP7334* NAVD 88 ORTHO HEIGHT -   371.811 (meters)     1219.85  (feet) ADJUSTED
 DP7334  ______________________________________________________________________
 DP7334  GEOID HEIGHT    -        -26.799 (meters)                     GEOID18
 DP7334  NAD 83(2011) X  -   -475,875.170 (meters)                     COMP
 DP7334  NAD 83(2011) Y  - -4,338,314.974 (meters)                     COMP
 DP7334  NAD 83(2011) Z  -  4,636,028.122 (meters)                     COMP
 DP7334  LAPLACE CORR    -         -0.43  (seconds)                    DEFLEC18
 DP7334  DYNAMIC HEIGHT  -        371.833 (meters)     1219.92  (feet) COMP
 DP7334  MODELED GRAVITY -    980,663.3   (mgal)                       NAVD 88
 DP7334
 DP7334  VERT ORDER      -  SECOND    CLASS I
 DP7334
 DP7334  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DP7334  Standards:
 DP7334         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DP7334            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DP7334  -------------------------------------------------------------------
 DP7334  NETWORK    0.33   0.57           0.15   0.11   0.29     -0.03854005
 DP7334  -------------------------------------------------------------------
 DP7334  Click here for local accuracies and other accuracy information.
 DP7334
 DP7334.The horizontal coordinates were established by GPS observations
 DP7334.and adjusted by the MN DEPT OF TRANSP in May 2015.
 DP7334
 DP7334.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DP7334.been affixed to the stable North American tectonic plate. See 
 DP7334.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DP7334
 DP7334.The horizontal coordinates are valid at the epoch date displayed above
 DP7334.which is a decimal equivalence of Year/Month/Day.
 DP7334
 DP7334.The orthometric height was determined by differential leveling and
 DP7334.adjusted by the NATIONAL GEODETIC SURVEY
 DP7334.in August 2019.
 DP7334
 DP7334.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP7334.GEOID18 height accuracy estimate available here.
 DP7334
 DP7334.Click photographs - Photos may exist for this station.
 DP7334
 DP7334.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DP7334
 DP7334.The Laplace correction was computed from DEFLEC18 derived deflections.
 DP7334
 DP7334.The ellipsoidal height was determined by GPS observations
 DP7334.and is referenced to NAD 83.
 DP7334
 DP7334.The dynamic height is computed by dividing the NAVD 88
 DP7334.geopotential number by the normal gravity value computed on the
 DP7334.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP7334.degrees latitude (g = 980.6199 gals.).
 DP7334
 DP7334.The modeled gravity was interpolated from observed gravity values.
 DP7334
 DP7334. The following values were computed from the NAD 83(2011) position.
 DP7334
 DP7334;                    North         East     Units Scale Factor Converg.
 DP7334;SPC MN C     -   315,467.891   646,936.594   MT  0.99997437   -1 27 14.0
 DP7334;SPC MN C     - 1,034,997.57  2,122,491.14   sFT  0.99997437   -1 27 14.0
 DP7334;UTM  14      - 5,200,038.215   708,625.186   MT  1.00013498   +2 00 07.9
 DP7334
 DP7334!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DP7334!SPC MN C     -   0.99994592  x   0.99997437  =   0.99992029
 DP7334!UTM  14      -   0.99994592  x   1.00013498  =   1.00008089
 DP7334
 DP7334_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQT0862500038(NAD 83)
 DP7334
 DP7334                          SUPERSEDED SURVEY CONTROL
 DP7334
 DP7334  NAVD 88 (05/15/15)  371.85   (m)  GEOID12A model used  GPS OBS        
 DP7334
 DP7334.Superseded values are not recommended for survey control.
 DP7334
 DP7334.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DP7334.See file dsdata.pdf to determine how the superseded data were derived.
 DP7334
 DP7334_MARKER: F = FLANGE-ENCASED ROD
 DP7334_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DP7334_STAMPING: 1403 T 2013
 DP7334_MARK LOGO: MNDT
 DP7334_PROJECTION: RECESSED 5 CENTIMETERS
 DP7334_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DP7334_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DP7334_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP7334+SATELLITE: SATELLITE OBSERVATIONS - June 05, 2023
 DP7334_ROD/PIPE-DEPTH: 13.7 meters
 DP7334
 DP7334  HISTORY     - Date     Condition        Report By
 DP7334  HISTORY     - 20130820 MONUMENTED       MNDT
 DP7334  HISTORY     - 20140520 GOOD             MNDT
 DP7334  HISTORY     - 20230605 GOOD             MNDT
 DP7334
 DP7334                          STATION DESCRIPTION
 DP7334
 DP7334'DESCRIBED BY MN DEPT OF TRANSP 2013
 DP7334'4.0 MILES SOUTH OF HITTERDAL, 2.95 MILES NORTH ALONG TRUNK HIGHWAY 32
 DP7334'FROM THE JUNCTION OF TRUNK HIGHWAY 32 AND TRUNK HIGHWAY 10 IN HAWLEY,
 DP7334'AT TRUNK HIGHWAY 32 MILEPOINT 18.55, 130.0 FEET WEST OF TRUNK HIGHWAY
 DP7334'32, 37.7 FEET NORTH OF 43RD AVENUE NORTH, 18.6 FEET WEST OF ENTRANCE
 DP7334'TO WATERFOWL PRODUCTION AREA, 1.5 FEET SOUTH OF WITNESS POST.
 DP7334
 DP7334                          STATION RECOVERY (2014)
 DP7334
 DP7334'RECOVERY NOTE BY MN DEPT OF TRANSP 2014 (MAS)
 DP7334'RECOVERED AS DESCRIBED.
 DP7334'
 DP7334'NOTE - THE STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM
 DP7334'ROD DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION REMOVABLE
 DP7334'DISK SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH
 DP7334'PVC PIPE BACK FILLED WITH WASHED SAND.
 DP7334
 DP7334                          STATION RECOVERY (2023)
 DP7334
 DP7334'RECOVERY NOTE BY MN DEPT OF TRANSP 2023 (DDS)
 DP7334'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DP7335 ***********************************************************************
 DP7335  DESIGNATION -  1403 U
 DP7335  PID         -  DP7335
 DP7335  STATE/COUNTY-  MN/CLAY
 DP7335  COUNTRY     -  US
 DP7335  USGS QUAD   -  HAWLEY (2019)
 DP7335
 DP7335                         *CURRENT SURVEY CONTROL
 DP7335  ______________________________________________________________________
 DP7335* NAD 83(2011) POSITION- 46 58 31.93444(N) 096 15 32.33196(W)   ADJUSTED
 DP7335* NAD 83(2011) ELLIP HT-   354.670 (meters)        (05/15/15)   ADJUSTED
 DP7335* NAD 83(2011) EPOCH   -  2010.00
 DP7335* NAVD 88 ORTHO HEIGHT -   381.416 (meters)     1251.36  (feet) ADJUSTED
 DP7335  ______________________________________________________________________
 DP7335  GEOID HEIGHT    -        -26.792 (meters)                     GEOID18
 DP7335  NAD 83(2011) X  -   -475,330.022 (meters)                     COMP
 DP7335  NAD 83(2011) Y  - -4,333,929.911 (meters)                     COMP
 DP7335  NAD 83(2011) Z  -  4,640,168.936 (meters)                     COMP
 DP7335  LAPLACE CORR    -         -1.28  (seconds)                    DEFLEC18
 DP7335  DYNAMIC HEIGHT  -        381.443 (meters)     1251.45  (feet) COMP
 DP7335  MODELED GRAVITY -    980,674.6   (mgal)                       NAVD 88
 DP7335
 DP7335  VERT ORDER      -  SECOND    CLASS I
 DP7335
 DP7335  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DP7335  Standards:
 DP7335         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DP7335            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DP7335  -------------------------------------------------------------------
 DP7335  NETWORK    0.40   0.67           0.18   0.14   0.34     -0.01929328
 DP7335  -------------------------------------------------------------------
 DP7335  Click here for local accuracies and other accuracy information.
 DP7335
 DP7335.The horizontal coordinates were established by GPS observations
 DP7335.and adjusted by the MN DEPT OF TRANSP in May 2015.
 DP7335
 DP7335.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DP7335.been affixed to the stable North American tectonic plate. See 
 DP7335.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DP7335
 DP7335.The horizontal coordinates are valid at the epoch date displayed above
 DP7335.which is a decimal equivalence of Year/Month/Day.
 DP7335
 DP7335.The orthometric height was determined by differential leveling and
 DP7335.adjusted by the NATIONAL GEODETIC SURVEY
 DP7335.in August 2019.
 DP7335
 DP7335.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP7335.GEOID18 height accuracy estimate available here.
 DP7335
 DP7335.Click photographs - Photos may exist for this station.
 DP7335
 DP7335.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DP7335
 DP7335.The Laplace correction was computed from DEFLEC18 derived deflections.
 DP7335
 DP7335.The ellipsoidal height was determined by GPS observations
 DP7335.and is referenced to NAD 83.
 DP7335
 DP7335.The dynamic height is computed by dividing the NAVD 88
 DP7335.geopotential number by the normal gravity value computed on the
 DP7335.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP7335.degrees latitude (g = 980.6199 gals.).
 DP7335
 DP7335.The modeled gravity was interpolated from observed gravity values.
 DP7335
 DP7335. The following values were computed from the NAD 83(2011) position.
 DP7335
 DP7335;                    North         East     Units Scale Factor Converg.
 DP7335;SPC MN C     -   321,519.290   647,153.960   MT  0.99998458   -1 27 11.8
 DP7335;SPC MN C     - 1,054,851.20  2,123,204.28   sFT  0.99998458   -1 27 11.8
 DP7335;UTM  14      - 5,206,092.649   708,477.242   MT  1.00013421   +2 00 16.5
 DP7335
 DP7335!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DP7335!SPC MN C     -   0.99994441  x   0.99998458  =   0.99992899
 DP7335!UTM  14      -   0.99994441  x   1.00013421  =   1.00007861
 DP7335
 DP7335_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQT0847706092(NAD 83)
 DP7335
 DP7335                          SUPERSEDED SURVEY CONTROL
 DP7335
 DP7335  NAVD 88 (05/15/15)  381.47   (m)  GEOID12A model used  GPS OBS        
 DP7335
 DP7335.Superseded values are not recommended for survey control.
 DP7335
 DP7335.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DP7335.See file dsdata.pdf to determine how the superseded data were derived.
 DP7335
 DP7335_MARKER: F = FLANGE-ENCASED ROD
 DP7335_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DP7335_STAMPING: 1403 U 2013
 DP7335_MARK LOGO: MNDT
 DP7335_PROJECTION: RECESSED 5 CENTIMETERS
 DP7335_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DP7335_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DP7335_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP7335+SATELLITE: SATELLITE OBSERVATIONS - June 05, 2023
 DP7335_ROD/PIPE-DEPTH: 4.6 meters
 DP7335
 DP7335  HISTORY     - Date     Condition        Report By
 DP7335  HISTORY     - 20130820 MONUMENTED       MNDT
 DP7335  HISTORY     - 20140520 GOOD             MNDT
 DP7335  HISTORY     - 20230605 GOOD             MNDT
 DP7335
 DP7335                          STATION DESCRIPTION
 DP7335
 DP7335'DESCRIBED BY MN DEPT OF TRANSP 2013
 DP7335'IN HITTERDAL, 0.15 MILE SOUTH ALONG TRUNK HIGHWAY 32 FROM THE JUNCTION
 DP7335'OF TRUNK HIGHWAY 32 AND COUNTY ROAD 26 IN HITTERDAL, AT TRUNK HIGHWAY
 DP7335'32 MILEPOINT 22.3, 47.5 FEET EAST OF TRUNK HIGHWAY 32, 0.05 MILE NORTH
 DP7335'OF PERSHING AVENUE, 56.7 FEET NORTH OF WELCOME TO HITTERDAL SIGN, 1.5
 DP7335'FEET WEST OF WITNESS POST.
 DP7335
 DP7335                          STATION RECOVERY (2014)
 DP7335
 DP7335'RECOVERY NOTE BY MN DEPT OF TRANSP 2014 (MAS)
 DP7335'RECOVERED AS DESCRIBED.
 DP7335'
 DP7335'NOTE - THE STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM
 DP7335'ROD DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION REMOVABLE
 DP7335'DISK SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH
 DP7335'PVC PIPE BACK FILLED WITH WASHED SAND.
 DP7335
 DP7335                          STATION RECOVERY (2023)
 DP7335
 DP7335'RECOVERY NOTE BY MN DEPT OF TRANSP 2023 (DDS)
 DP7335'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DQ2018 ***********************************************************************
 DQ2018  DESIGNATION -  1403 V
 DQ2018  PID         -  DQ2018
 DQ2018  STATE/COUNTY-  MN/CLAY
 DQ2018  COUNTRY     -  US
 DQ2018  USGS QUAD   -  ULEN (2019)
 DQ2018
 DQ2018                         *CURRENT SURVEY CONTROL
 DQ2018  ______________________________________________________________________
 DQ2018* NAD 83(2011) POSITION- 47 05 06.30169(N) 096 15 29.03339(W)   ADJUSTED
 DQ2018* NAD 83(2011) ELLIP HT-   319.788 (meters)        (10/03/23)   ADJUSTED
 DQ2018* NAD 83(2011) EPOCH   -  2010.00
 DQ2018* NAVD 88 ORTHO HEIGHT -   346.435 (meters)     1136.60  (feet) ADJUSTED
 DQ2018  ______________________________________________________________________
 DQ2018  GEOID HEIGHT    -        -26.688 (meters)                     GEOID18
 DQ2018  NAD 83(2011) X  -   -474,286.697 (meters)                     COMP
 DQ2018  NAD 83(2011) Y  - -4,325,055.374 (meters)                     COMP
 DQ2018  NAD 83(2011) Z  -  4,648,444.812 (meters)                     COMP
 DQ2018  LAPLACE CORR    -         -1.37  (seconds)                    DEFLEC18
 DQ2018  DYNAMIC HEIGHT  -        346.472 (meters)     1136.72  (feet) COMP
 DQ2018  MODELED GRAVITY -    980,710.9   (mgal)                       NAVD 88
 DQ2018
 DQ2018  VERT ORDER      -  SECOND    CLASS I
 DQ2018
 DQ2018  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DQ2018  Standards:
 DQ2018         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DQ2018            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DQ2018  -------------------------------------------------------------------
 DQ2018  NETWORK    0.46   0.78           0.21   0.16   0.40     -0.09190794
 DQ2018  -------------------------------------------------------------------
 DQ2018  Click here for local accuracies and other accuracy information.
 DQ2018
 DQ2018.The horizontal coordinates were established by GPS observations
 DQ2018.and adjusted by the MN DEPT OF TRANSP in October 2023.
 DQ2018
 DQ2018.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DQ2018.been affixed to the stable North American tectonic plate. See 
 DQ2018.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DQ2018
 DQ2018.The horizontal coordinates are valid at the epoch date displayed above
 DQ2018.which is a decimal equivalence of Year/Month/Day.
 DQ2018
 DQ2018.The orthometric height was determined by differential leveling and
 DQ2018.adjusted by the NATIONAL GEODETIC SURVEY
 DQ2018.in August 2019.
 DQ2018
 DQ2018.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ2018.GEOID18 height accuracy estimate available here.
 DQ2018
 DQ2018.Click photographs - Photos may exist for this station.
 DQ2018
 DQ2018.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DQ2018
 DQ2018.The Laplace correction was computed from DEFLEC18 derived deflections.
 DQ2018
 DQ2018.The ellipsoidal height was determined by GPS observations
 DQ2018.and is referenced to NAD 83.
 DQ2018
 DQ2018.The dynamic height is computed by dividing the NAVD 88
 DQ2018.geopotential number by the normal gravity value computed on the
 DQ2018.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ2018.degrees latitude (g = 980.6199 gals.).
 DQ2018
 DQ2018.The modeled gravity was interpolated from observed gravity values.
 DQ2018
 DQ2018. The following values were computed from the NAD 83(2011) position.
 DQ2018
 DQ2018;                    North         East     Units Scale Factor Converg.
 DQ2018;SPC MN C     -   333,691.996   647,532.380   MT  1.00000786   -1 27 09.4
 DQ2018;SPC MN C     - 1,094,787.82  2,124,445.82   sFT  1.00000786   -1 27 09.4
 DQ2018;UTM  14      - 5,218,267.679   708,120.356   MT  1.00013237   +2 00 31.7
 DQ2018
 DQ2018!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DQ2018!SPC MN C     -   0.99994988  x   1.00000786  =   0.99995774
 DQ2018!UTM  14      -   0.99994988  x   1.00013237  =   1.00008224
 DQ2018
 DQ2018_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQT0812018267(NAD 83)
 DQ2018
 DQ2018                          SUPERSEDED SURVEY CONTROL
 DQ2018
 DQ2018.No superseded survey control is available for this station.
 DQ2018
 DQ2018_MARKER: F = FLANGE-ENCASED ROD
 DQ2018_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DQ2018_STAMPING: 1403 V 2014
 DQ2018_MARK LOGO: MNDT
 DQ2018_PROJECTION: RECESSED 10 CENTIMETERS
 DQ2018_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DQ2018_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ2018_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ2018+SATELLITE: SATELLITE OBSERVATIONS - June 05, 2023
 DQ2018_ROD/PIPE-DEPTH: 3.7 meters
 DQ2018
 DQ2018  HISTORY     - Date     Condition        Report By
 DQ2018  HISTORY     - 20140603 MONUMENTED       MNDT
 DQ2018  HISTORY     - 20230605 GOOD             MNDT
 DQ2018
 DQ2018                          STATION DESCRIPTION
 DQ2018
 DQ2018'DESCRIBED BY MN DEPT OF TRANSP 2014
 DQ2018'THE STATION IS LOCATED ABOUT 8.2 MI (13.2 KM) SOUTHWEST OF FLOM, 6.6
 DQ2018'MI (10.6 KM) SOUTH OF SYRE AND IN THE TOWN OF ULEN, MN.
 DQ2018'
 DQ2018'TO REACH THE MARK GO 0.4 MI (0.6 KM) NORTH ALONG TRUNK HIGHWAY 32 FROM
 DQ2018'THE JUNCTION OF TRUNK HIGHWAY 32 AND COUNTY ROAD 34 IN ULEN, AT TRUNK
 DQ2018'HIGHWAY 32 MILE POINT 29.9.
 DQ2018'
 DQ2018'THE MARK IS LOCATED 56.3 FT (17.2 M) EAST OF TRUNK HIGHWAY 32, 24.0 FT
 DQ2018'(7.3 M) WEST OF TRAIL, 61.0 FT (18.6 M) SOUTH OF ENTRANCE, 1.5 FT (0.5
 DQ2018'M) WEST OF A WITNESS POST.
 DQ2018'
 DQ2018'NOTE - THE STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM
 DQ2018'ROD DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION REMOVABLE
 DQ2018'DISK SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH
 DQ2018'PVC PIPE BACK FILLED WITH WASHED SAND.
 DQ2018
 DQ2018                          STATION RECOVERY (2023)
 DQ2018
 DQ2018'RECOVERY NOTE BY MN DEPT OF TRANSP 2023 (DDS)
 DQ2018'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DQ2016 ***********************************************************************
 DQ2016  DESIGNATION -  1403 W
 DQ2016  PID         -  DQ2016
 DQ2016  STATE/COUNTY-  MN/CLAY
 DQ2016  COUNTRY     -  US
 DQ2016  USGS QUAD   -  ULEN (2019)
 DQ2016
 DQ2016                         *CURRENT SURVEY CONTROL
 DQ2016  ______________________________________________________________________
 DQ2016* NAD 83(2011) POSITION- 47 03 38.48908(N) 096 15 31.56669(W)   ADJUSTED
 DQ2016* NAD 83(2011) ELLIP HT-   328.172 (meters)        (10/03/23)   ADJUSTED
 DQ2016* NAD 83(2011) EPOCH   -  2010.00
 DQ2016* NAVD 88 ORTHO HEIGHT -   354.848 (meters)     1164.20  (feet) ADJUSTED
 DQ2016  ______________________________________________________________________
 DQ2016  GEOID HEIGHT    -        -26.717 (meters)                     GEOID18
 DQ2016  NAD 83(2011) X  -   -474,556.918 (meters)                     COMP
 DQ2016  NAD 83(2011) Y  - -4,327,029.095 (meters)                     COMP
 DQ2016  NAD 83(2011) Z  -  4,646,603.967 (meters)                     COMP
 DQ2016  LAPLACE CORR    -         -0.68  (seconds)                    DEFLEC18
 DQ2016  DYNAMIC HEIGHT  -        354.883 (meters)     1164.31  (feet) COMP
 DQ2016  MODELED GRAVITY -    980,702.7   (mgal)                       NAVD 88
 DQ2016
 DQ2016  VERT ORDER      -  SECOND    CLASS I
 DQ2016
 DQ2016  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DQ2016  Standards:
 DQ2016         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DQ2016            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DQ2016  -------------------------------------------------------------------
 DQ2016  NETWORK    0.46   0.76           0.21   0.16   0.39     -0.09138178
 DQ2016  -------------------------------------------------------------------
 DQ2016  Click here for local accuracies and other accuracy information.
 DQ2016
 DQ2016.The horizontal coordinates were established by GPS observations
 DQ2016.and adjusted by the MN DEPT OF TRANSP in October 2023.
 DQ2016
 DQ2016.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DQ2016.been affixed to the stable North American tectonic plate. See 
 DQ2016.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DQ2016
 DQ2016.The horizontal coordinates are valid at the epoch date displayed above
 DQ2016.which is a decimal equivalence of Year/Month/Day.
 DQ2016
 DQ2016.The orthometric height was determined by differential leveling and
 DQ2016.adjusted by the NATIONAL GEODETIC SURVEY
 DQ2016.in August 2019.
 DQ2016
 DQ2016.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ2016.GEOID18 height accuracy estimate available here.
 DQ2016
 DQ2016.Click photographs - Photos may exist for this station.
 DQ2016
 DQ2016.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DQ2016
 DQ2016.The Laplace correction was computed from DEFLEC18 derived deflections.
 DQ2016
 DQ2016.The ellipsoidal height was determined by GPS observations
 DQ2016.and is referenced to NAD 83.
 DQ2016
 DQ2016.The dynamic height is computed by dividing the NAVD 88
 DQ2016.geopotential number by the normal gravity value computed on the
 DQ2016.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ2016.degrees latitude (g = 980.6199 gals.).
 DQ2016
 DQ2016.The modeled gravity was interpolated from observed gravity values.
 DQ2016
 DQ2016. The following values were computed from the NAD 83(2011) position.
 DQ2016
 DQ2016;                    North         East     Units Scale Factor Converg.
 DQ2016;SPC MN C     -   330,982.451   647,410.193   MT  1.00000235   -1 27 11.2
 DQ2016;SPC MN C     - 1,085,898.26  2,124,044.94   sFT  1.00000235   -1 27 11.2
 DQ2016;UTM  14      - 5,215,555.355   708,161.972   MT  1.00013259   +2 00 27.0
 DQ2016
 DQ2016!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DQ2016!SPC MN C     -   0.99994856  x   1.00000235  =   0.99995091
 DQ2016!UTM  14      -   0.99994856  x   1.00013259  =   1.00008115
 DQ2016
 DQ2016_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQT0816115555(NAD 83)
 DQ2016
 DQ2016                          SUPERSEDED SURVEY CONTROL
 DQ2016
 DQ2016.No superseded survey control is available for this station.
 DQ2016
 DQ2016_MARKER: F = FLANGE-ENCASED ROD
 DQ2016_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DQ2016_STAMPING: 1403 W 2014
 DQ2016_MARK LOGO: MNDT
 DQ2016_PROJECTION: RECESSED 10 CENTIMETERS
 DQ2016_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DQ2016_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ2016_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ2016+SATELLITE: SATELLITE OBSERVATIONS - June 05, 2023
 DQ2016_ROD/PIPE-DEPTH: 4.0 meters
 DQ2016
 DQ2016  HISTORY     - Date     Condition        Report By
 DQ2016  HISTORY     - 20140603 MONUMENTED       MNDT
 DQ2016  HISTORY     - 20230605 GOOD             MNDT
 DQ2016
 DQ2016                          STATION DESCRIPTION
 DQ2016
 DQ2016'DESCRIBED BY MN DEPT OF TRANSP 2014
 DQ2016'THE STATION IS LOCATED ABOUT 9.5 MI (15.3 KM) SOUTHWEST OF FLOM, 8.3
 DQ2016'MI (13.4 KM) SOUTH OF SYRE AND 1.3 MI (2.1 KM) SOUTH OF ULEN.
 DQ2016'
 DQ2016'TO REACH THE MARK GO 1.25 MI (2.0 KM) SOUTH ALONG TRUNK HIGHWAY 32
 DQ2016'FROM THE JUNCTION OF TRUNK HIGHWAY 32 AND COUNTY ROAD 34 IN ULEN, AT
 DQ2016'TRUNK HIGHWAY 32 MILE POINT 28.15.
 DQ2016'
 DQ2016'THE MARK IS LOCATED 60.3 FT (18.4 M) WEST OF TRUNK HIGHWAY 32, 1.5 FT
 DQ2016'(0.5 M) EAST OF A WITNESS POST.
 DQ2016'
 DQ2016'NOTE - THE STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM
 DQ2016'ROD DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION REMOVABLE
 DQ2016'DISK SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH
 DQ2016'PVC PIPE BACK FILLED WITH WASHED SAND.
 DQ2016
 DQ2016                          STATION RECOVERY (2023)
 DQ2016
 DQ2016'RECOVERY NOTE BY MN DEPT OF TRANSP 2023 (DDS)
 DQ2016'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DQ2012 ***********************************************************************
 DQ2012  DESIGNATION -  1403 X
 DQ2012  PID         -  DQ2012
 DQ2012  STATE/COUNTY-  MN/CLAY
 DQ2012  COUNTRY     -  US
 DQ2012  USGS QUAD   -  ULEN (2019)
 DQ2012
 DQ2012                         *CURRENT SURVEY CONTROL
 DQ2012  ______________________________________________________________________
 DQ2012* NAD 83(2011) POSITION- 47 00 22.05260(N) 096 15 29.41612(W)   ADJUSTED
 DQ2012* NAD 83(2011) ELLIP HT-   346.312 (meters)        (10/03/23)   ADJUSTED
 DQ2012* NAD 83(2011) EPOCH   -  2010.00
 DQ2012* NAVD 88 ORTHO HEIGHT -   373.044 (meters)     1223.90  (feet) ADJUSTED
 DQ2012  ______________________________________________________________________
 DQ2012  GEOID HEIGHT    -        -26.775 (meters)                     GEOID18
 DQ2012  NAD 83(2011) X  -   -474,997.057 (meters)                     COMP
 DQ2012  NAD 83(2011) Y  - -4,331,459.026 (meters)                     COMP
 DQ2012  NAD 83(2011) Z  -  4,642,482.506 (meters)                     COMP
 DQ2012  LAPLACE CORR    -         -1.07  (seconds)                    DEFLEC18
 DQ2012  DYNAMIC HEIGHT  -        373.075 (meters)     1224.00  (feet) COMP
 DQ2012  MODELED GRAVITY -    980,685.1   (mgal)                       NAVD 88
 DQ2012
 DQ2012  VERT ORDER      -  SECOND    CLASS I
 DQ2012
 DQ2012  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DQ2012  Standards:
 DQ2012         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DQ2012            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DQ2012  -------------------------------------------------------------------
 DQ2012  NETWORK    0.47   0.74           0.21   0.17   0.38     -0.03640994
 DQ2012  -------------------------------------------------------------------
 DQ2012  Click here for local accuracies and other accuracy information.
 DQ2012
 DQ2012.The horizontal coordinates were established by GPS observations
 DQ2012.and adjusted by the MN DEPT OF TRANSP in October 2023.
 DQ2012
 DQ2012.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DQ2012.been affixed to the stable North American tectonic plate. See 
 DQ2012.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DQ2012
 DQ2012.The horizontal coordinates are valid at the epoch date displayed above
 DQ2012.which is a decimal equivalence of Year/Month/Day.
 DQ2012
 DQ2012.The orthometric height was determined by differential leveling and
 DQ2012.adjusted by the NATIONAL GEODETIC SURVEY
 DQ2012.in August 2019.
 DQ2012
 DQ2012.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ2012.GEOID18 height accuracy estimate available here.
 DQ2012
 DQ2012.Click photographs - Photos may exist for this station.
 DQ2012
 DQ2012.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DQ2012
 DQ2012.The Laplace correction was computed from DEFLEC18 derived deflections.
 DQ2012
 DQ2012.The ellipsoidal height was determined by GPS observations
 DQ2012.and is referenced to NAD 83.
 DQ2012
 DQ2012.The dynamic height is computed by dividing the NAVD 88
 DQ2012.geopotential number by the normal gravity value computed on the
 DQ2012.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ2012.degrees latitude (g = 980.6199 gals.).
 DQ2012
 DQ2012.The modeled gravity was interpolated from observed gravity values.
 DQ2012
 DQ2012. The following values were computed from the NAD 83(2011) position.
 DQ2012
 DQ2012;                    North         East     Units Scale Factor Converg.
 DQ2012;SPC MN C     -   324,917.123   647,301.777   MT  0.99999071   -1 27 09.7
 DQ2012;SPC MN C     - 1,065,998.93  2,123,689.25   sFT  0.99999071   -1 27 09.7
 DQ2012;UTM  14      - 5,209,493.709   708,419.814   MT  1.00013391   +2 00 22.2
 DQ2012
 DQ2012!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DQ2012!SPC MN C     -   0.99994572  x   0.99999071  =   0.99993643
 DQ2012!UTM  14      -   0.99994572  x   1.00013391  =   1.00007962
 DQ2012
 DQ2012_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQT0841909493(NAD 83)
 DQ2012
 DQ2012                          SUPERSEDED SURVEY CONTROL
 DQ2012
 DQ2012.No superseded survey control is available for this station.
 DQ2012
 DQ2012_MARKER: F = FLANGE-ENCASED ROD
 DQ2012_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DQ2012_STAMPING: 1403 X 2014
 DQ2012_MARK LOGO: MNDT
 DQ2012_PROJECTION: RECESSED 5 CENTIMETERS
 DQ2012_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DQ2012_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ2012_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ2012+SATELLITE: SATELLITE OBSERVATIONS - June 05, 2023
 DQ2012_ROD/PIPE-DEPTH: 4.0 meters
 DQ2012
 DQ2012  HISTORY     - Date     Condition        Report By
 DQ2012  HISTORY     - 20140603 MONUMENTED       MNDT
 DQ2012  HISTORY     - 20210714 GOOD             MNDT
 DQ2012  HISTORY     - 20230605 GOOD             MNDT
 DQ2012
 DQ2012                          STATION DESCRIPTION
 DQ2012
 DQ2012'DESCRIBED BY MN DEPT OF TRANSP 2014
 DQ2012'THE STATION IS LOCATED ABOUT 9.1 MI (14.6 KM) NORTH-NORTHEAST OF
 DQ2012'HAWLEY, 7.2 MI (11.6 KM) NORTH-NORTHWEST OF DALE AND 5.0 MI (8.0 KM)
 DQ2012'SOUTH OF ULEN.
 DQ2012'
 DQ2012'TO REACH THE MARK GO 2.0 MI (3.2 KM) NORTH ALONG TRUNK HIGHWAY 32 FROM
 DQ2012'THE JUNCTION OF TRUNK HIGHWAY 32 AND COUNTY ROAD 26 IN HITTERDAL, AT
 DQ2012'TRUNK HIGHWAY 32 MILE POINT 24.45.
 DQ2012'
 DQ2012'THE MARK IS LOCATED 60.0 FT (18.3 M) WEST OF TRUNK HIGHWAY 32, 38.2 FT
 DQ2012'(11.6 M) SOUTH OF ENTRANCE, 1.5 FT (0.5 M) EAST OF A WITNESS POST.
 DQ2012'
 DQ2012'NOTE - THE STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM
 DQ2012'ROD DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION REMOVABLE
 DQ2012'DISK SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH
 DQ2012'PVC PIPE BACK FILLED WITH WASHED SAND.
 DQ2012
 DQ2012                          STATION RECOVERY (2021)
 DQ2012
 DQ2012'RECOVERY NOTE BY MN DEPT OF TRANSP 2021 (DAS)
 DQ2012'RECOVERED IN GOOD CONDITION.
 DQ2012
 DQ2012                          STATION RECOVERY (2023)
 DQ2012
 DQ2012'RECOVERY NOTE BY MN DEPT OF TRANSP 2023 (DDS)
 DQ2012'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DQ2010 ***********************************************************************
 DQ2010  DESIGNATION -  1403 Y
 DQ2010  PID         -  DQ2010
 DQ2010  STATE/COUNTY-  MN/CLAY
 DQ2010  COUNTRY     -  US
 DQ2010  USGS QUAD   -  HAWLEY (2019)
 DQ2010
 DQ2010                         *CURRENT SURVEY CONTROL
 DQ2010  ______________________________________________________________________
 DQ2010* NAD 83(2011) POSITION- 46 59 30.52214(N) 096 15 29.90749(W)   ADJUSTED
 DQ2010* NAD 83(2011) ELLIP HT-   346.939 (meters)        (10/03/23)   ADJUSTED
 DQ2010* NAD 83(2011) EPOCH   -  2010.00
 DQ2010* NAVD 88 ORTHO HEIGHT -   373.680 (meters)     1225.98  (feet) ADJUSTED
 DQ2010  ______________________________________________________________________
 DQ2010  GEOID HEIGHT    -        -26.784 (meters)                     GEOID18
 DQ2010  NAD 83(2011) X  -   -475,134.294 (meters)                     COMP
 DQ2010  NAD 83(2011) Y  - -4,332,615.232 (meters)                     COMP
 DQ2010  NAD 83(2011) Z  -  4,641,397.620 (meters)                     COMP
 DQ2010  LAPLACE CORR    -         -1.29  (seconds)                    DEFLEC18
 DQ2010  DYNAMIC HEIGHT  -        373.709 (meters)     1226.08  (feet) COMP
 DQ2010  MODELED GRAVITY -    980,679.7   (mgal)                       NAVD 88
 DQ2010
 DQ2010  VERT ORDER      -  SECOND    CLASS I
 DQ2010
 DQ2010  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DQ2010  Standards:
 DQ2010         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DQ2010            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DQ2010  -------------------------------------------------------------------
 DQ2010  NETWORK    0.44   0.73           0.20   0.15   0.37      0.03919294
 DQ2010  -------------------------------------------------------------------
 DQ2010  Click here for local accuracies and other accuracy information.
 DQ2010
 DQ2010.The horizontal coordinates were established by GPS observations
 DQ2010.and adjusted by the MN DEPT OF TRANSP in October 2023.
 DQ2010
 DQ2010.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DQ2010.been affixed to the stable North American tectonic plate. See 
 DQ2010.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DQ2010
 DQ2010.The horizontal coordinates are valid at the epoch date displayed above
 DQ2010.which is a decimal equivalence of Year/Month/Day.
 DQ2010
 DQ2010.The orthometric height was determined by differential leveling and
 DQ2010.adjusted by the NATIONAL GEODETIC SURVEY
 DQ2010.in August 2019.
 DQ2010
 DQ2010.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ2010.GEOID18 height accuracy estimate available here.
 DQ2010
 DQ2010.Click photographs - Photos may exist for this station.
 DQ2010
 DQ2010.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DQ2010
 DQ2010.The Laplace correction was computed from DEFLEC18 derived deflections.
 DQ2010
 DQ2010.The ellipsoidal height was determined by GPS observations
 DQ2010.and is referenced to NAD 83.
 DQ2010
 DQ2010.The dynamic height is computed by dividing the NAVD 88
 DQ2010.geopotential number by the normal gravity value computed on the
 DQ2010.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ2010.degrees latitude (g = 980.6199 gals.).
 DQ2010
 DQ2010.The modeled gravity was interpolated from observed gravity values.
 DQ2010
 DQ2010. The following values were computed from the NAD 83(2011) position.
 DQ2010
 DQ2010;                    North         East     Units Scale Factor Converg.
 DQ2010;SPC MN C     -   323,326.614   647,251.056   MT  0.99998780   -1 27 10.0
 DQ2010;SPC MN C     - 1,060,780.73  2,123,522.84   sFT  0.99998780   -1 27 10.0
 DQ2010;UTM  14      - 5,207,902.807   708,465.144   MT  1.00013415   +2 00 20.2
 DQ2010
 DQ2010!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DQ2010!SPC MN C     -   0.99994562  x   0.99998780  =   0.99993342
 DQ2010!UTM  14      -   0.99994562  x   1.00013415  =   1.00007976
 DQ2010
 DQ2010_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQT0846507902(NAD 83)
 DQ2010
 DQ2010                          SUPERSEDED SURVEY CONTROL
 DQ2010
 DQ2010.No superseded survey control is available for this station.
 DQ2010
 DQ2010_MARKER: F = FLANGE-ENCASED ROD
 DQ2010_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DQ2010_STAMPING: 1403 Y 2014
 DQ2010_MARK LOGO: MNDT
 DQ2010_PROJECTION: RECESSED 5 CENTIMETERS
 DQ2010_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DQ2010_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ2010_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ2010+SATELLITE: SATELLITE OBSERVATIONS - June 05, 2023
 DQ2010_ROD/PIPE-DEPTH: 5.8 meters
 DQ2010
 DQ2010  HISTORY     - Date     Condition        Report By
 DQ2010  HISTORY     - 20140603 MONUMENTED       MNDT
 DQ2010  HISTORY     - 20230605 GOOD             MNDT
 DQ2010
 DQ2010                          STATION DESCRIPTION
 DQ2010
 DQ2010'DESCRIBED BY MN DEPT OF TRANSP 2014
 DQ2010'THE STATION IS LOCATED ABOUT 8.1 MI (13.0 KM) NORTH-NORTHEAST OF
 DQ2010'HAWLEY, 6.3 MI (10.1 KM) NORTH-NORTHWEST OF DALE AND 6.0 MI (9.7 KM)
 DQ2010'SOUTH OF ULEN.
 DQ2010'
 DQ2010'TO REACH THE MARK GO 1.0 MI (1.6 KM) NORTH ALONG TRUNK HIGHWAY 32 FROM
 DQ2010'THE JUNCTION OF TRUNK HIGHWAY 32 AND COUNTY ROAD 26 IN HITTERDAL, AT
 DQ2010'TRUNK HIGHWAY 32 MILE POINT 23.45.
 DQ2010'
 DQ2010'THE MARK IS LOCATED 32.6 FT (9.9 M) WEST OF TRUNK HIGHWAY 32, 27.0 FT
 DQ2010'(8.2 M) SOUTH OF A FIELD ENTRANCE, 5.0 FT (1.5 M) NORTH OF A WITNESS
 DQ2010'POST.
 DQ2010'
 DQ2010'NOTE - THE STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM
 DQ2010'ROD DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION REMOVABLE
 DQ2010'DISK SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH
 DQ2010'PVC PIPE BACK FILLED WITH WASHED SAND.
 DQ2010
 DQ2010                          STATION RECOVERY (2023)
 DQ2010
 DQ2010'RECOVERY NOTE BY MN DEPT OF TRANSP 2023 (DDS)
 DQ2010'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DQ2007 ***********************************************************************
 DQ2007  DESIGNATION -  1403 Z
 DQ2007  PID         -  DQ2007
 DQ2007  STATE/COUNTY-  MN/CLAY
 DQ2007  COUNTRY     -  US
 DQ2007  USGS QUAD   -  HAWLEY (2019)
 DQ2007
 DQ2007                         *CURRENT SURVEY CONTROL
 DQ2007  ______________________________________________________________________
 DQ2007* NAD 83(2011) POSITION- 46 57 00.34728(N) 096 15 35.71808(W)   ADJUSTED
 DQ2007* NAD 83(2011) ELLIP HT-   350.112 (meters)        (10/03/23)   ADJUSTED
 DQ2007* NAD 83(2011) EPOCH   -  2010.00
 DQ2007* NAVD 88 ORTHO HEIGHT -   376.868 (meters)     1236.44  (feet) ADJUSTED
 DQ2007  ______________________________________________________________________
 DQ2007  GEOID HEIGHT    -        -26.799 (meters)                     GEOID18
 DQ2007  NAD 83(2011) X  -   -475,626.249 (meters)                     COMP
 DQ2007  NAD 83(2011) Y  - -4,335,974.013 (meters)                     COMP
 DQ2007  NAD 83(2011) Z  -  4,638,235.284 (meters)                     COMP
 DQ2007  LAPLACE CORR    -         -0.96  (seconds)                    DEFLEC18
 DQ2007  DYNAMIC HEIGHT  -        376.893 (meters)     1236.52  (feet) COMP
 DQ2007  MODELED GRAVITY -    980,668.4   (mgal)                       NAVD 88
 DQ2007
 DQ2007  VERT ORDER      -  SECOND    CLASS I
 DQ2007
 DQ2007  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DQ2007  Standards:
 DQ2007         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DQ2007            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DQ2007  -------------------------------------------------------------------
 DQ2007  NETWORK    0.45   0.73           0.20   0.16   0.37      0.02358110
 DQ2007  -------------------------------------------------------------------
 DQ2007  Click here for local accuracies and other accuracy information.
 DQ2007
 DQ2007.The horizontal coordinates were established by GPS observations
 DQ2007.and adjusted by the MN DEPT OF TRANSP in October 2023.
 DQ2007
 DQ2007.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DQ2007.been affixed to the stable North American tectonic plate. See 
 DQ2007.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DQ2007
 DQ2007.The horizontal coordinates are valid at the epoch date displayed above
 DQ2007.which is a decimal equivalence of Year/Month/Day.
 DQ2007
 DQ2007.The orthometric height was determined by differential leveling and
 DQ2007.adjusted by the NATIONAL GEODETIC SURVEY
 DQ2007.in August 2019.
 DQ2007
 DQ2007.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ2007.GEOID18 height accuracy estimate available here.
 DQ2007
 DQ2007.Click photographs - Photos may exist for this station.
 DQ2007
 DQ2007.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DQ2007
 DQ2007.The Laplace correction was computed from DEFLEC18 derived deflections.
 DQ2007
 DQ2007.The ellipsoidal height was determined by GPS observations
 DQ2007.and is referenced to NAD 83.
 DQ2007
 DQ2007.The dynamic height is computed by dividing the NAVD 88
 DQ2007.geopotential number by the normal gravity value computed on the
 DQ2007.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ2007.degrees latitude (g = 980.6199 gals.).
 DQ2007
 DQ2007.The modeled gravity was interpolated from observed gravity values.
 DQ2007
 DQ2007. The following values were computed from the NAD 83(2011) position.
 DQ2007
 DQ2007;                    North         East     Units Scale Factor Converg.
 DQ2007;SPC MN C     -   318,693.802   647,010.652   MT  0.99997970   -1 27 14.2
 DQ2007;SPC MN C     - 1,045,581.25  2,122,734.11   sFT  0.99997970   -1 27 14.2
 DQ2007;UTM  14      - 5,203,263.231   708,504.595   MT  1.00013435   +2 00 11.0
 DQ2007
 DQ2007!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DQ2007!SPC MN C     -   0.99994512  x   0.99997970  =   0.99992482
 DQ2007!UTM  14      -   0.99994512  x   1.00013435  =   1.00007947
 DQ2007
 DQ2007_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQT0850403263(NAD 83)
 DQ2007
 DQ2007                          SUPERSEDED SURVEY CONTROL
 DQ2007
 DQ2007.No superseded survey control is available for this station.
 DQ2007
 DQ2007_MARKER: F = FLANGE-ENCASED ROD
 DQ2007_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DQ2007_STAMPING: 1403 Z 2014
 DQ2007_MARK LOGO: MNDT
 DQ2007_PROJECTION: FLUSH
 DQ2007_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DQ2007_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ2007_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ2007+SATELLITE: SATELLITE OBSERVATIONS - June 05, 2023
 DQ2007_ROD/PIPE-DEPTH: 5.8 meters
 DQ2007
 DQ2007  HISTORY     - Date     Condition        Report By
 DQ2007  HISTORY     - 20140603 MONUMENTED       MNDT
 DQ2007  HISTORY     - 20210714 GOOD             MNDT
 DQ2007  HISTORY     - 20230605 GOOD             MNDT
 DQ2007
 DQ2007                          STATION DESCRIPTION
 DQ2007
 DQ2007'DESCRIBED BY MN DEPT OF TRANSP 2014
 DQ2007'THE STATION IS LOCATED ABOUT 8.9 MI (14.3 KM) SOUTH OF ULEN, 5.5 MI
 DQ2007'(8.8 KM) NORTH-NORTHEAST OF HAWLEY AND 3.6 MI (5.8 KM) NORTH-NORTHWEST
 DQ2007'OF DALE.
 DQ2007'
 DQ2007'1.85 MILES SOUTH ALONG TRUNK HIGHWAY 32 FROM THE JUNCTION OF TRUNK
 DQ2007'HIGHWAY 32 AND COUNTY ROAD 26 IN HITTERDAL, AT TRUNK HIGHWAY 32 MILE
 DQ2007'POINT 20.55.
 DQ2007'
 DQ2007'THE MARK IS LOCATED 117.4 FT (35.8 M) WEST OF TRUNK HIGHWAY 32, 20.3
 DQ2007'FT (6.2 M) NORTH OF 70TH AVENUE NORTH, 1.5 FT (0.5 M) EAST OF A
 DQ2007'WITNESS POST.
 DQ2007'
 DQ2007'NOTE - THE STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM
 DQ2007'ROD DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION REMOVABLE
 DQ2007'DISK SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH
 DQ2007'PVC PIPE BACK FILLED WITH WASHED SAND.
 DQ2007
 DQ2007                          STATION RECOVERY (2021)
 DQ2007
 DQ2007'RECOVERY NOTE BY MN DEPT OF TRANSP 2021 (DAS)
 DQ2007'RECOVERED IN GOOD CONDITION.
 DQ2007
 DQ2007                          STATION RECOVERY (2023)
 DQ2007
 DQ2007'RECOVERY NOTE BY MN DEPT OF TRANSP 2023 (DDS)
 DQ2007'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DK7699 ***********************************************************************
 DK7699  DESIGNATION -  1404 B RESET
 DK7699  PID         -  DK7699
 DK7699  STATE/COUNTY-  MN/CLAY
 DK7699  COUNTRY     -  US
 DK7699  USGS QUAD   -  BARNESVILLE (2019)
 DK7699
 DK7699                         *CURRENT SURVEY CONTROL
 DK7699  ______________________________________________________________________
 DK7699* NAD 83(1986) POSITION- 46 39 35.62   (N) 096 24 36.87   (W)   HD_HELD1
 DK7699* NAVD 88 ORTHO HEIGHT -   313.497 (meters)     1028.53  (feet) ADJUSTED
 DK7699  ______________________________________________________________________
 DK7699  GEOID HEIGHT    -        -26.542 (meters)                     GEOID18
 DK7699  DYNAMIC HEIGHT  -        313.522 (meters)     1028.61  (feet) COMP
 DK7699  MODELED GRAVITY -    980,685.0   (mgal)                       NAVD 88
 DK7699
 DK7699  VERT ORDER      -  SECOND    CLASS I
 DK7699
 DK7699.The horizontal coordinates were determined by differentially corrected
 DK7699.hand held GPS observations or other comparable positioning techniques
 DK7699.and have an estimated accuracy of +/- 3 meters.
 DK7699
 DK7699.The orthometric height was determined by differential leveling and
 DK7699.adjusted by the NATIONAL GEODETIC SURVEY
 DK7699.in August 2019.
 DK7699
 DK7699.Significant digits in the geoid height do not necessarily reflect accuracy.
 DK7699.GEOID18 height accuracy estimate available here.
 DK7699
 DK7699.Click photographs - Photos may exist for this station.
 DK7699
 DK7699.The dynamic height is computed by dividing the NAVD 88
 DK7699.geopotential number by the normal gravity value computed on the
 DK7699.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK7699.degrees latitude (g = 980.6199 gals.).
 DK7699
 DK7699.The modeled gravity was interpolated from observed gravity values.
 DK7699
 DK7699;                    North         East    Units  Estimated Accuracy
 DK7699;SPC MN C     -   286,747.5     634,691.7     MT  (+/- 3 meters HH1 GPS) 
 DK7699
 DK7699_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPS9812970628(NAD 83)
 DK7699
 DK7699                          SUPERSEDED SURVEY CONTROL
 DK7699
 DK7699  NAVD 88 (04/02/09)  313.539  (m)         1028.67   (f) SUPERSEDED  2 1
 DK7699
 DK7699.Superseded values are not recommended for survey control.
 DK7699
 DK7699.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK7699.See file dsdata.pdf to determine how the superseded data were derived.
 DK7699
 DK7699_MARKER: DB = BENCH MARK DISK
 DK7699_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 DK7699_SP_SET: CULVERT
 DK7699_STAMPING: 1404-B RESET 19
 DK7699_MARK LOGO: MNHD
 DK7699_MAGNETIC: N = NO MAGNETIC MATERIAL
 DK7699_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DK7699+STABILITY: SURFACE MOTION
 DK7699_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DK7699+SATELLITE: SATELLITE OBSERVATIONS - September 16, 2015
 DK7699
 DK7699  HISTORY     - Date     Condition        Report By
 DK7699  HISTORY     - 19700401 MONUMENTED       MNHD
 DK7699  HISTORY     - 20100525 GOOD             MNDT
 DK7699  HISTORY     - 20140527 GOOD             MNDT
 DK7699  HISTORY     - 20150916 GOOD             MNDT
 DK7699
 DK7699                          STATION DESCRIPTION
 DK7699
 DK7699'DESCRIBED BY MN HIGHWAY DEPT 1970 (MPP)
 DK7699'THE MARK IS 0.5 MI (0.8 KM) EAST OF BARNESVILLE, 0.8 MI (1.3 KM) (1.3
 DK7699'KM) WEST ALONG TRUNK HIGHWAY 34 FROM THE JUNCTION OF TRUNK HIGHWAY 34
 DK7699'AND INTERSTATE HIGHWAY 94 NEAR BARNESVILLE, 21.8 FT (6.6 M) SOUTH OF
 DK7699'TRUNK HIGHWAY 34, IN THE SOUTHEAST CORNER OF HEADWALL BOX CULVERT
 DK7699'NUMBER 8677 OVER WHISKEY CREEK, NO WITNESS POST SET.
 DK7699
 DK7699                          STATION RECOVERY (2010)
 DK7699
 DK7699'RECOVERY NOTE BY MN DEPT OF TRANSP 2010 (JE)
 DK7699'RECOVERED AS DESCRIBED.
 DK7699
 DK7699                          STATION RECOVERY (2014)
 DK7699
 DK7699'RECOVERY NOTE BY MN DEPT OF TRANSP 2014 (KMS)
 DK7699'0.5 MI (0.8 KM) EAST OF BARNESVILLE, IN CULVERT HEADWALL IN SOUTHEAST
 DK7699'CORNER OF TRUNK HIGHWAY 34 BOX CULVERT NUMBER 8677 (WHISKEY CREEK),
 DK7699'0.8 MI (1.3 KM) WEST ALONG TRUNK HIGHWAY 34  FROM THE JUNCTION OF
 DK7699'TRUNK HIGHWAY 34 AND INTERSTATE HIGHWAY 94 NEAR BARNESVILLE, AT TRUNK
 DK7699'HIGHWAY 34 MILE POINT 0.5, 21.8 FT (6.6 M) SOUTH OF TRUNK HIGHWAY 34,
 DK7699'NO WITNESS POST SET.
 DK7699
 DK7699                          STATION RECOVERY (2015)
 DK7699
 DK7699'RECOVERY NOTE BY MN DEPT OF TRANSP 2015 (MAS)
 DK7699'IN BARNESVILLE, IN CULVERT HEADWALL IN SOUTHEAST CORNER OF TRUNK
 DK7699'HIGHWAY 34 BOX CULVERT NUMBER 8677 (WHISKEY CREEK), 0.8 MI (1.3 KM)
 DK7699'WEST ALONG TRUNK HIGHWAY 34  FROM THE JUNCTION OF TRUNK HIGHWAY 34 AND
 DK7699'INTERSTATE HIGHWAY 94 (JUNCTION IS 1.0 MI (1.6 KM) EAST OF
 DK7699'BARNESVILLE), AT TRUNK HIGHWAY 34 MILE POINT 0.50, 21.8 FT (6.6 M)
 DK7699'SOUTH OF TRUNK HIGHWAY 34.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DK7700 ***********************************************************************
 DK7700  DESIGNATION -  1404 C RESET
 DK7700  PID         -  DK7700
 DK7700  STATE/COUNTY-  MN/CLAY
 DK7700  COUNTRY     -  US
 DK7700  USGS QUAD   -  BARNESVILLE (2019)
 DK7700
 DK7700                         *CURRENT SURVEY CONTROL
 DK7700  ______________________________________________________________________
 DK7700* NAD 83(1986) POSITION- 46 39 33.75   (N) 096 23 55.94   (W)   HD_HELD1
 DK7700* NAVD 88 ORTHO HEIGHT -   317.087 (meters)     1040.31  (feet) ADJUSTED
 DK7700  ______________________________________________________________________
 DK7700  GEOID HEIGHT    -        -26.547 (meters)                     GEOID18
 DK7700  DYNAMIC HEIGHT  -        317.112 (meters)     1040.39  (feet) COMP
 DK7700  MODELED GRAVITY -    980,683.4   (mgal)                       NAVD 88
 DK7700
 DK7700  VERT ORDER      -  SECOND    CLASS I
 DK7700
 DK7700.The horizontal coordinates were determined by differentially corrected
 DK7700.hand held GPS observations or other comparable positioning techniques
 DK7700.and have an estimated accuracy of +/- 3 meters.
 DK7700
 DK7700.The orthometric height was determined by differential leveling and
 DK7700.adjusted by the NATIONAL GEODETIC SURVEY
 DK7700.in August 2019.
 DK7700
 DK7700.Significant digits in the geoid height do not necessarily reflect accuracy.
 DK7700.GEOID18 height accuracy estimate available here.
 DK7700
 DK7700.Click photographs - Photos may exist for this station.
 DK7700
 DK7700.The dynamic height is computed by dividing the NAVD 88
 DK7700.geopotential number by the normal gravity value computed on the
 DK7700.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK7700.degrees latitude (g = 980.6199 gals.).
 DK7700
 DK7700.The modeled gravity was interpolated from observed gravity values.
 DK7700
 DK7700;                    North         East    Units  Estimated Accuracy
 DK7700;SPC MN C     -   286,666.1     635,560.0     MT  (+/- 3 meters HH1 GPS) 
 DK7700
 DK7700_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPS9900170599(NAD 83)
 DK7700
 DK7700                          SUPERSEDED SURVEY CONTROL
 DK7700
 DK7700  NAVD 88 (04/02/09)  317.131  (m)         1040.45   (f) SUPERSEDED  2 1
 DK7700
 DK7700.Superseded values are not recommended for survey control.
 DK7700
 DK7700.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK7700.See file dsdata.pdf to determine how the superseded data were derived.
 DK7700
 DK7700_MARKER: DB = BENCH MARK DISK
 DK7700_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 DK7700_SP_SET: CULVERT
 DK7700_STAMPING: 1404 C RESET 1968
 DK7700_MARK LOGO: MNHD
 DK7700_MAGNETIC: N = NO MAGNETIC MATERIAL
 DK7700_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DK7700+STABILITY: SURFACE MOTION
 DK7700_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DK7700+SATELLITE: SATELLITE OBSERVATIONS - September 16, 2015
 DK7700
 DK7700  HISTORY     - Date     Condition        Report By
 DK7700  HISTORY     - 19680401 MONUMENTED       MNHD
 DK7700  HISTORY     - 20100519 GOOD             MNDT
 DK7700  HISTORY     - 20140527 GOOD             MNDT
 DK7700  HISTORY     - 20150916 GOOD             MNDT
 DK7700
 DK7700                          STATION DESCRIPTION
 DK7700
 DK7700'DESCRIBED BY MN HIGHWAY DEPT 1968 (MPP)
 DK7700'THE STATION IS LOCATED ABOUT 7.8 MI (12.6 KM) SOUTH-SOUTHEAST OF
 DK7700'DOWNER, 7.3 MI (11.7 KM) NORTH-NORTHWEST OF LAWNDALE AND IS 1.15 MI
 DK7700'(1.9 KM) EAST-NORTHEAST OF BARNESVILLE, 0.15 MI (0.2 KM) WEST ALONG
 DK7700'TRUNK HIGHWAY 34 FROM THE JUNCTION OF TRUNK HIGHWAY 34 AND INTERSTATE
 DK7700'HIGHWAY 94 NEAR BARNESVILLE, 51.3 FT (15.6 M) SOUTH OF TRUNK HIGHWAY
 DK7700'34, AT SOUTHEAST CORNER OF HEADWALL BOX CULVERT NUMBER 5625 AT WHISKEY
 DK7700'CREEK, NO WITNESS POST.
 DK7700
 DK7700                          STATION RECOVERY (2010)
 DK7700
 DK7700'RECOVERY NOTE BY MN DEPT OF TRANSP 2010 (BA)
 DK7700'RECOVERED AS DESCRIBED.
 DK7700
 DK7700                          STATION RECOVERY (2014)
 DK7700
 DK7700'RECOVERY NOTE BY MN DEPT OF TRANSP 2014 (KMS)
 DK7700'1.15 MI (1.9 KM) EAST OF BARNESVILLE, IN CULVERT HEADWALL AT SOUTHEAST
 DK7700'CORNER OF HEADWALL OF BOX CULVERT NUMBER 5625 AT WHISKEY CREEK, 0.15
 DK7700'MI (0.2 KM) WEST ALONG TRUNK HIGHWAY 34  FROM THE JUNCTION OF TRUNK
 DK7700'HIGHWAY 34 AND INTERSTATE HIGHWAY 94 NEAR BARNESVILLE, 51.3 FT (15.6
 DK7700'M) SOUTH OF TRUNK HIGHWAY 34, AT TRUNK HIGHWAY 34 MILEPOST 1.0, NO
 DK7700'WITNESS POST.
 DK7700
 DK7700                          STATION RECOVERY (2015)
 DK7700
 DK7700'RECOVERY NOTE BY MN DEPT OF TRANSP 2015 (MAS)
 DK7700'1.0 MI (1.6 KM) EAST OF BARNESVILLE, IN CULVERT HEADWALL IN SOUTHEAST
 DK7700'CORNER OF TRUNK HIGHWAY 34 BOX CULVERT NUMBER 5625 AT WHISKEY CREEK,
 DK7700'0.15 MI (0.2 KM) WEST ALONG TRUNK HIGHWAY 34  FROM THE JUNCTION OF
 DK7700'TRUNK HIGHWAY 34 AND INTERSTATE HIGHWAY 94 (JUNCTION IS 1.0 MI (1.6
 DK7700'KM) EAST OF BARNESVILLE), AT TRUNK HIGHWAY 34 MILEPOST 1.00, 51.3 FT
 DK7700'(15.6 M) SOUTH OF TRUNK HIGHWAY 34.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DP4932 ***********************************************************************
 DP4932  DESIGNATION -  1404 E
 DP4932  PID         -  DP4932
 DP4932  STATE/COUNTY-  MN/CLAY
 DP4932  COUNTRY     -  US
 DP4932  USGS QUAD   -  BIG SLOUGH (2019)
 DP4932
 DP4932                         *CURRENT SURVEY CONTROL
 DP4932  ______________________________________________________________________
 DP4932* NAD 83(2011) POSITION- 46 39 35.94312(N) 096 21 45.04857(W)   ADJUSTED
 DP4932* NAD 83(2011) ELLIP HT-   306.349 (meters)        (09/12/10)   ADJUSTED
 DP4932* NAD 83(2011) EPOCH   -  2010.00
 DP4932* NAVD 88 ORTHO HEIGHT -   332.884 (meters)     1092.14  (feet) ADJUSTED
 DP4932  ______________________________________________________________________
 DP4932  GEOID HEIGHT    -        -26.560 (meters)                     GEOID18
 DP4932  NAD 83(2011) X  -   -485,991.690 (meters)                     COMP
 DP4932  NAD 83(2011) Y  - -4,358,453.866 (meters)                     COMP
 DP4932  NAD 83(2011) Z  -  4,616,127.059 (meters)                     COMP
 DP4932  LAPLACE CORR    -         -0.77  (seconds)                    DEFLEC18
 DP4932  DYNAMIC HEIGHT  -        332.908 (meters)     1092.22  (feet) COMP
 DP4932  MODELED GRAVITY -    980,677.8   (mgal)                       NAVD 88
 DP4932
 DP4932  VERT ORDER      -  SECOND    CLASS I
 DP4932
 DP4932  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DP4932  Standards:
 DP4932         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DP4932            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DP4932  -------------------------------------------------------------------
 DP4932  NETWORK    0.46   0.90           0.21   0.16   0.46     -0.02312285
 DP4932  -------------------------------------------------------------------
 DP4932  Click here for local accuracies and other accuracy information.
 DP4932
 DP4932.The horizontal coordinates were established by GPS observations
 DP4932.and adjusted by the MN DEPT OF TRANSP in September 2010.
 DP4932
 DP4932.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DP4932.been affixed to the stable North American tectonic plate. See 
 DP4932.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DP4932
 DP4932.The horizontal coordinates are valid at the epoch date displayed above
 DP4932.which is a decimal equivalence of Year/Month/Day.
 DP4932
 DP4932.The orthometric height was determined by differential leveling and
 DP4932.adjusted by the NATIONAL GEODETIC SURVEY
 DP4932.in August 2019.
 DP4932
 DP4932.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP4932.GEOID18 height accuracy estimate available here.
 DP4932
 DP4932.Click photographs - Photos may exist for this station.
 DP4932
 DP4932.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DP4932
 DP4932.The Laplace correction was computed from DEFLEC18 derived deflections.
 DP4932
 DP4932.The ellipsoidal height was determined by GPS observations
 DP4932.and is referenced to NAD 83.
 DP4932
 DP4932.The dynamic height is computed by dividing the NAVD 88
 DP4932.geopotential number by the normal gravity value computed on the
 DP4932.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP4932.degrees latitude (g = 980.6199 gals.).
 DP4932
 DP4932.The modeled gravity was interpolated from observed gravity values.
 DP4932
 DP4932. The following values were computed from the NAD 83(2011) position.
 DP4932
 DP4932;                    North         East     Units Scale Factor Converg.
 DP4932;SPC MN C     -   286,658.964   638,343.429   MT  0.99993810   -1 31 41.4
 DP4932;SPC MN C     -   940,480.28  2,094,298.40   sFT  0.99993810   -1 31 41.4
 DP4932;UTM  14      - 5,170,759.429   701,780.892   MT  1.00010048   +1 55 07.9
 DP4932
 DP4932!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DP4932!SPC MN C     -   0.99995198  x   0.99993810  =   0.99989008
 DP4932!UTM  14      -   0.99995198  x   1.00010048  =   1.00005246
 DP4932
 DP4932_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQS0178070759(NAD 83)
 DP4932
 DP4932                          SUPERSEDED SURVEY CONTROL
 DP4932
 DP4932  NAVD 88 (05/15/15)  332.93   (m)  UNKNOWN  model used  GPS OBS        
 DP4932  NAVD 88 (09/12/10)  332.9    (m)  GEOID12A model used  GPS OBS        
 DP4932
 DP4932.Superseded values are not recommended for survey control.
 DP4932
 DP4932.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DP4932.See file dsdata.pdf to determine how the superseded data were derived.
 DP4932
 DP4932_MARKER: DB = BENCH MARK DISK
 DP4932_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 DP4932_STAMPING: 1404 E 1949
 DP4932_MARK LOGO: MNHD
 DP4932_PROJECTION: FLUSH
 DP4932_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DP4932_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DP4932_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP4932+SATELLITE: SATELLITE OBSERVATIONS - May 11, 2023
 DP4932
 DP4932  HISTORY     - Date     Condition        Report By
 DP4932  HISTORY     - 19490401 MONUMENTED       MNHD
 DP4932  HISTORY     - 20100630 GOOD             MNDT
 DP4932  HISTORY     - 20140513 GOOD             MNDT
 DP4932  HISTORY     - 20150128 GOOD             MNDT
 DP4932  HISTORY     - 20150916 GOOD             MNDT
 DP4932  HISTORY     - 20230511 GOOD             MNDT
 DP4932
 DP4932                          STATION DESCRIPTION
 DP4932
 DP4932'DESCRIBED BY MN DEPT OF TRANSP 2010 (KMS)
 DP4932'2.75 MILES EAST OF BARNESVILLE, 1.5 MILES EAST OF JUNCTION OF TRUNK
 DP4932'HIGHWAY 34 AND INTERSTATE HIGHWAY 94 IN BARNESVILLE, AT TRUNK HIGHWAY
 DP4932'34 MILEPOINT 2.70, 72 FEET NORTH OF TRUNK HIGHWAY 34, 60 FEET EAST OF
 DP4932'210 STREET SOUTH, 7.9 FEET EAST-SOUTHEAST OF RIGHT-OF-WAY SIGN, 1.0
 DP4932'FOOT SOUTH OF WITNESS POST.
 DP4932
 DP4932                          STATION RECOVERY (2014)
 DP4932
 DP4932'RECOVERY NOTE BY MN DEPT OF TRANSP 2014 (KMS)
 DP4932'RECOVERED AS DESCRIBED.
 DP4932
 DP4932                          STATION RECOVERY (2015)
 DP4932
 DP4932'RECOVERY NOTE BY MN DEPT OF TRANSP 2015 (KXS)
 DP4932'2.75 MILES EAST OF BARNESVILLE, 1.5 MILES EAST OF JUNCTION OF TRUNK
 DP4932'HIGHWAY 34 AND INTERSTATE HIGHWAY 94 IN BARNESVILLE, AT TRUNK HIGHWAY
 DP4932'34 MILEPOINT 2.70, 72 FEET NORTH OF TRUNK HIGHWAY 34, 60 FEET EAST OF
 DP4932'210 STREET SOUTH, 7.9 FEET EAST-SOUTHEAST OF RIGHT-OF-WAY SIGN, 1.0
 DP4932'FOOT SOUTH OF WITNESS POST, STAMPING YEAR INCOMPLETE.
 DP4932
 DP4932                          STATION RECOVERY (2015)
 DP4932
 DP4932'RECOVERY NOTE BY MN DEPT OF TRANSP 2015 (KMS)
 DP4932'2.75 MI (4.4 KM) EAST OF BARNESVILLE, 1.5 MI (2.4 KM) EAST ALONG TRUNK
 DP4932'HIGHWAY 34  FROM THE JUNCTION OF TRUNK HIGHWAY 34 AND INTERSTATE
 DP4932'HIGHWAY 94 (JUNCTION IS 1.0 MI (1.6 KM) EAST OF BARNESVILLE), AT TRUNK
 DP4932'HIGHWAY 34 MILE POINT 2.70, 72.0 FT (21.9 M) NORTH OF TRUNK HIGHWAY
 DP4932'34, 60.0 FT (18.3 M) EAST OF 210TH STREET SOUTH, 7.9 FT (2.4 M)
 DP4932'EAST-SOUTHEAST OF RIGHT-OF-WAY SIGN, 1.0 FT (0.3 M) SOUTH OF A WITNESS
 DP4932'POST.
 DP4932
 DP4932                          STATION RECOVERY (2023)
 DP4932
 DP4932'RECOVERY NOTE BY MN DEPT OF TRANSP 2023 (MPP)
 DP4932'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DP7336 ***********************************************************************
 DP7336  DESIGNATION -  1404 K
 DP7336  PID         -  DP7336
 DP7336  STATE/COUNTY-  MN/CLAY
 DP7336  COUNTRY     -  US
 DP7336  USGS QUAD   -  BIG SLOUGH (2019)
 DP7336
 DP7336                         *CURRENT SURVEY CONTROL
 DP7336  ______________________________________________________________________
 DP7336* NAD 83(2011) POSITION- 46 39 35.35816(N) 096 17 54.47772(W)   ADJUSTED
 DP7336* NAD 83(2011) ELLIP HT-   328.690 (meters)        (05/15/15)   ADJUSTED
 DP7336* NAD 83(2011) EPOCH   -  2010.00
 DP7336* NAVD 88 ORTHO HEIGHT -   355.229 (meters)     1165.45  (feet) ADJUSTED
 DP7336  ______________________________________________________________________
 DP7336  GEOID HEIGHT    -        -26.580 (meters)                     GEOID18
 DP7336  NAD 83(2011) X  -   -481,122.461 (meters)                     COMP
 DP7336  NAD 83(2011) Y  - -4,359,022.703 (meters)                     COMP
 DP7336  NAD 83(2011) Z  -  4,616,130.910 (meters)                     COMP
 DP7336  LAPLACE CORR    -         -0.57  (seconds)                    DEFLEC18
 DP7336  DYNAMIC HEIGHT  -        355.252 (meters)     1165.52  (feet) COMP
 DP7336  MODELED GRAVITY -    980,666.7   (mgal)                       NAVD 88
 DP7336
 DP7336  VERT ORDER      -  SECOND    CLASS I
 DP7336
 DP7336  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DP7336  Standards:
 DP7336         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DP7336            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DP7336  -------------------------------------------------------------------
 DP7336  NETWORK    0.56   1.04           0.26   0.19   0.53     -0.04591665
 DP7336  -------------------------------------------------------------------
 DP7336  Click here for local accuracies and other accuracy information.
 DP7336
 DP7336.The horizontal coordinates were established by GPS observations
 DP7336.and adjusted by the MN DEPT OF TRANSP in May 2015.
 DP7336
 DP7336.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DP7336.been affixed to the stable North American tectonic plate. See 
 DP7336.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DP7336
 DP7336.The horizontal coordinates are valid at the epoch date displayed above
 DP7336.which is a decimal equivalence of Year/Month/Day.
 DP7336
 DP7336.The orthometric height was determined by differential leveling and
 DP7336.adjusted by the NATIONAL GEODETIC SURVEY
 DP7336.in August 2019.
 DP7336
 DP7336.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP7336.GEOID18 height accuracy estimate available here.
 DP7336
 DP7336.Click photographs - Photos may exist for this station.
 DP7336
 DP7336.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DP7336
 DP7336.The Laplace correction was computed from DEFLEC18 derived deflections.
 DP7336
 DP7336.The ellipsoidal height was determined by GPS observations
 DP7336.and is referenced to NAD 83.
 DP7336
 DP7336.The dynamic height is computed by dividing the NAVD 88
 DP7336.geopotential number by the normal gravity value computed on the
 DP7336.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP7336.degrees latitude (g = 980.6199 gals.).
 DP7336
 DP7336.The modeled gravity was interpolated from observed gravity values.
 DP7336
 DP7336. The following values were computed from the NAD 83(2011) position.
 DP7336
 DP7336;                    North         East     Units Scale Factor Converg.
 DP7336;SPC MN C     -   286,512.169   643,242.977   MT  0.99993808   -1 28 54.6
 DP7336;SPC MN C     -   939,998.67  2,110,373.00   sFT  0.99993808   -1 28 54.6
 DP7336;UTM  14      - 5,170,907.528   706,681.258   MT  1.00012508   +1 57 55.8
 DP7336
 DP7336!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DP7336!SPC MN C     -   0.99994848  x   0.99993808  =   0.99988656
 DP7336!UTM  14      -   0.99994848  x   1.00012508  =   1.00007355
 DP7336
 DP7336_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQS0668170907(NAD 83)
 DP7336
 DP7336                          SUPERSEDED SURVEY CONTROL
 DP7336
 DP7336  NAVD 88 (05/15/15)  355.27   (m)  GEOID12A model used  GPS OBS        
 DP7336
 DP7336.Superseded values are not recommended for survey control.
 DP7336
 DP7336.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DP7336.See file dsdata.pdf to determine how the superseded data were derived.
 DP7336
 DP7336_MARKER: F = FLANGE-ENCASED ROD
 DP7336_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DP7336_STAMPING: 1404 K 2013
 DP7336_MARK LOGO: MNDT
 DP7336_PROJECTION: RECESSED 8 CENTIMETERS
 DP7336_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DP7336_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DP7336_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP7336+SATELLITE: SATELLITE OBSERVATIONS - May 23, 2023
 DP7336_ROD/PIPE-DEPTH: 4.6 meters
 DP7336
 DP7336  HISTORY     - Date     Condition        Report By
 DP7336  HISTORY     - 20130911 MONUMENTED       MNDT
 DP7336  HISTORY     - 20140513 GOOD             MNDT
 DP7336  HISTORY     - 20230523 GOOD             MNDT
 DP7336
 DP7336                          STATION DESCRIPTION
 DP7336
 DP7336'DESCRIBED BY MN DEPT OF TRANSP 2013
 DP7336'6.0 MILES EAST OF BARNESVILLE, 5.75 MILES EAST ALONG TRUNK HIGHWAY 34
 DP7336'FROM THE JUNCTION OF TRUNK HIGHWAY 34 AND TRUNK HIGHWAY 9 IN
 DP7336'BARNESVILLE, AT TRUNK HIGHWAY 34 MILEPOINT 5.75, 55.2 FEET NORTH OF
 DP7336'TRUNK HIGHWAY 34, 0.05 MILE EAST OF 240TH STREET SOUTH, 19.1 FEET WEST
 DP7336'OF FIELD ENTRANCE, 3.0 FEET EAST OF WITNESS POST.
 DP7336
 DP7336                          STATION RECOVERY (2014)
 DP7336
 DP7336'RECOVERY NOTE BY MN DEPT OF TRANSP 2014 (MAS)
 DP7336'RECOVERED AS DESCRIBED.
 DP7336'
 DP7336'NOTE - THE STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM
 DP7336'ROD DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION REMOVABLE
 DP7336'DISK SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH
 DP7336'PVC PIPE BACK FILLED WITH WASHED SAND.
 DP7336
 DP7336                          STATION RECOVERY (2023)
 DP7336
 DP7336'RECOVERY NOTE BY MN DEPT OF TRANSP 2023 (JXP)
 DP7336'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DP7337 ***********************************************************************
 DP7337  DESIGNATION -  1404 L
 DP7337  PID         -  DP7337
 DP7337  STATE/COUNTY-  MN/CLAY
 DP7337  COUNTRY     -  US
 DP7337  USGS QUAD   -  ROLLAG (2019)
 DP7337
 DP7337                         *CURRENT SURVEY CONTROL
 DP7337  ______________________________________________________________________
 DP7337* NAD 83(2011) POSITION- 46 39 34.59231(N) 096 14 10.71827(W)   ADJUSTED
 DP7337* NAD 83(2011) ELLIP HT-   368.524 (meters)        (05/15/15)   ADJUSTED
 DP7337* NAD 83(2011) EPOCH   -  2010.00
 DP7337* NAVD 88 ORTHO HEIGHT -   395.088 (meters)     1296.22  (feet) ADJUSTED
 DP7337  ______________________________________________________________________
 DP7337  GEOID HEIGHT    -        -26.594 (meters)                     GEOID18
 DP7337  NAD 83(2011) X  -   -476,398.278 (meters)                     COMP
 DP7337  NAD 83(2011) Y  - -4,359,586.343 (meters)                     COMP
 DP7337  NAD 83(2011) Z  -  4,616,143.649 (meters)                     COMP
 DP7337  LAPLACE CORR    -         -0.51  (seconds)                    DEFLEC18
 DP7337  DYNAMIC HEIGHT  -        395.108 (meters)     1296.28  (feet) COMP
 DP7337  MODELED GRAVITY -    980,651.2   (mgal)                       NAVD 88
 DP7337
 DP7337  VERT ORDER      -  SECOND    CLASS I
 DP7337
 DP7337  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DP7337  Standards:
 DP7337         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DP7337            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DP7337  -------------------------------------------------------------------
 DP7337  NETWORK    0.31   0.57           0.14   0.11   0.29      0.01497252
 DP7337  -------------------------------------------------------------------
 DP7337  Click here for local accuracies and other accuracy information.
 DP7337
 DP7337.The horizontal coordinates were established by GPS observations
 DP7337.and adjusted by the MN DEPT OF TRANSP in May 2015.
 DP7337
 DP7337.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DP7337.been affixed to the stable North American tectonic plate. See 
 DP7337.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DP7337
 DP7337.The horizontal coordinates are valid at the epoch date displayed above
 DP7337.which is a decimal equivalence of Year/Month/Day.
 DP7337
 DP7337.The orthometric height was determined by differential leveling and
 DP7337.adjusted by the NATIONAL GEODETIC SURVEY
 DP7337.in August 2019.
 DP7337
 DP7337.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP7337.GEOID18 height accuracy estimate available here.
 DP7337
 DP7337.Click photographs - Photos may exist for this station.
 DP7337
 DP7337.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DP7337
 DP7337.The Laplace correction was computed from DEFLEC18 derived deflections.
 DP7337
 DP7337.The ellipsoidal height was determined by GPS observations
 DP7337.and is referenced to NAD 83.
 DP7337
 DP7337.The dynamic height is computed by dividing the NAVD 88
 DP7337.geopotential number by the normal gravity value computed on the
 DP7337.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP7337.degrees latitude (g = 980.6199 gals.).
 DP7337
 DP7337.The modeled gravity was interpolated from observed gravity values.
 DP7337
 DP7337. The following values were computed from the NAD 83(2011) position.
 DP7337
 DP7337;                    North         East     Units Scale Factor Converg.
 DP7337;SPC MN C     -   286,367.381   647,997.758   MT  0.99993806   -1 26 12.7
 DP7337;SPC MN C     -   939,523.65  2,125,972.64   sFT  0.99993806   -1 26 12.7
 DP7337;UTM  14      - 5,171,048.951   711,437.088   MT  1.00014953   +2 00 38.7
 DP7337
 DP7337!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DP7337!SPC MN C     -   0.99994223  x   0.99993806  =   0.99988030
 DP7337!UTM  14      -   0.99994223  x   1.00014953  =   1.00009176
 DP7337
 DP7337_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQS1143771048(NAD 83)
 DP7337
 DP7337                          SUPERSEDED SURVEY CONTROL
 DP7337
 DP7337  NAVD 88 (05/15/15)  395.12   (m)  GEOID12A model used  GPS OBS        
 DP7337
 DP7337.Superseded values are not recommended for survey control.
 DP7337
 DP7337.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DP7337.See file dsdata.pdf to determine how the superseded data were derived.
 DP7337
 DP7337_MARKER: F = FLANGE-ENCASED ROD
 DP7337_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DP7337_STAMPING: 1404 L 2013
 DP7337_MARK LOGO: MNDT
 DP7337_PROJECTION: RECESSED 5 CENTIMETERS
 DP7337_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DP7337_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DP7337_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP7337+SATELLITE: SATELLITE OBSERVATIONS - December 20, 2023
 DP7337_ROD/PIPE-DEPTH: 19.5 meters
 DP7337
 DP7337  HISTORY     - Date     Condition        Report By
 DP7337  HISTORY     - 20130911 MONUMENTED       MNDT
 DP7337  HISTORY     - 20140513 GOOD             MNDT
 DP7337  HISTORY     - 20230524 GOOD             MNDT
 DP7337  HISTORY     - 20231220 GOOD             MNDT
 DP7337
 DP7337                          STATION DESCRIPTION
 DP7337
 DP7337'DESCRIBED BY MN DEPT OF TRANSP 2013
 DP7337'9.0 MILES EAST OF BARNESVILLE, 8.75 MILES EAST ALONG TRUNK HIGHWAY 34
 DP7337'FROM THE JUNCTION OF TRUNK HIGHWAY 34 AND TRUNK HIGHWAY 9 IN
 DP7337'BARNESVILLE, AT TRUNK HIGHWAY 34 MILEPOINT 8.75, 127.7 FEET NORTH OF
 DP7337'TRUNK HIGHWAY 34, 128.8 FEET WEST OF TRUNK HIGHWAY 32, 1.5 FEET SOUTH
 DP7337'OF THE WITNESS POST.
 DP7337
 DP7337                          STATION RECOVERY (2014)
 DP7337
 DP7337'RECOVERY NOTE BY MN DEPT OF TRANSP 2014 (MAS)
 DP7337'RECOVERED AS DESCRIBED.
 DP7337'
 DP7337'NOTE - THE STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM
 DP7337'ROD DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION REMOVABLE
 DP7337'DISK SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH
 DP7337'PVC PIPE BACK FILLED WITH WASHED SAND.
 DP7337
 DP7337                          STATION RECOVERY (2023)
 DP7337
 DP7337'RECOVERY NOTE BY MN DEPT OF TRANSP 2023 (JXP)
 DP7337'RECOVERED AS DESCRIBED.
 DP7337
 DP7337                          STATION RECOVERY (2023)
 DP7337
 DP7337'RECOVERY NOTE BY MN DEPT OF TRANSP 2023 (TJD)
 DP7337'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DQ1971 ***********************************************************************
 DQ1971  DESIGNATION -  1404 M
 DQ1971  PID         -  DQ1971
 DQ1971  STATE/COUNTY-  MN/CLAY
 DQ1971  COUNTRY     -  US
 DQ1971  USGS QUAD   -  ROLLAG (2019)
 DQ1971
 DQ1971                         *CURRENT SURVEY CONTROL
 DQ1971  ______________________________________________________________________
 DQ1971* NAD 83(2011) POSITION- 46 39 31.34384(N) 096 11 37.55986(W)   ADJUSTED
 DQ1971* NAD 83(2011) ELLIP HT-   381.897 (meters)        (11/14/23)   ADJUSTED
 DQ1971* NAD 83(2011) EPOCH   -  2010.00
 DQ1971* NAVD 88 ORTHO HEIGHT -   408.474 (meters)     1340.14  (feet) ADJUSTED
 DQ1971  ______________________________________________________________________
 DQ1971  GEOID HEIGHT    -        -26.602 (meters)                     GEOID18
 DQ1971  NAD 83(2011) X  -   -473,169.873 (meters)                     COMP
 DQ1971  NAD 83(2011) Y  - -4,360,020.540 (meters)                     COMP
 DQ1971  NAD 83(2011) Z  -  4,616,084.525 (meters)                     COMP
 DQ1971  LAPLACE CORR    -         -0.19  (seconds)                    DEFLEC18
 DQ1971  DYNAMIC HEIGHT  -        408.492 (meters)     1340.19  (feet) COMP
 DQ1971  MODELED GRAVITY -    980,645.9   (mgal)                       NAVD 88
 DQ1971
 DQ1971  VERT ORDER      -  SECOND    CLASS I
 DQ1971
 DQ1971  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DQ1971  Standards:
 DQ1971         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DQ1971            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DQ1971  -------------------------------------------------------------------
 DQ1971  NETWORK    0.67   1.23           0.30   0.24   0.63     -0.09525862
 DQ1971  -------------------------------------------------------------------
 DQ1971  Click here for local accuracies and other accuracy information.
 DQ1971
 DQ1971.The horizontal coordinates were established by GPS observations
 DQ1971.and adjusted by the MN DEPT OF TRANSP in November 2023.
 DQ1971
 DQ1971.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DQ1971.been affixed to the stable North American tectonic plate. See 
 DQ1971.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DQ1971
 DQ1971.The horizontal coordinates are valid at the epoch date displayed above
 DQ1971.which is a decimal equivalence of Year/Month/Day.
 DQ1971
 DQ1971.The orthometric height was determined by differential leveling and
 DQ1971.adjusted by the NATIONAL GEODETIC SURVEY
 DQ1971.in August 2019.
 DQ1971
 DQ1971.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ1971.GEOID18 height accuracy estimate available here.
 DQ1971
 DQ1971.Click photographs - Photos may exist for this station.
 DQ1971
 DQ1971.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DQ1971
 DQ1971.The Laplace correction was computed from DEFLEC18 derived deflections.
 DQ1971
 DQ1971.The ellipsoidal height was determined by GPS observations
 DQ1971.and is referenced to NAD 83.
 DQ1971
 DQ1971.The dynamic height is computed by dividing the NAVD 88
 DQ1971.geopotential number by the normal gravity value computed on the
 DQ1971.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ1971.degrees latitude (g = 980.6199 gals.).
 DQ1971
 DQ1971.The modeled gravity was interpolated from observed gravity values.
 DQ1971
 DQ1971. The following values were computed from the NAD 83(2011) position.
 DQ1971
 DQ1971;                    North         East     Units Scale Factor Converg.
 DQ1971;SPC MN C     -   286,186.336   651,250.311   MT  0.99993797   -1 24 22.0
 DQ1971;SPC MN C     -   938,929.67  2,136,643.73   sFT  0.99993797   -1 24 22.0
 DQ1971;UTM  14      - 5,171,063.837   714,695.359   MT  1.00016660   +2 02 30.1
 DQ1971
 DQ1971!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DQ1971!SPC MN C     -   0.99994014  x   0.99993797  =   0.99987811
 DQ1971!UTM  14      -   0.99994014  x   1.00016660  =   1.00010673
 DQ1971
 DQ1971_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQS1469571063(NAD 83)
 DQ1971
 DQ1971                          SUPERSEDED SURVEY CONTROL
 DQ1971
 DQ1971.No superseded survey control is available for this station.
 DQ1971
 DQ1971_MARKER: F = FLANGE-ENCASED ROD
 DQ1971_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DQ1971_STAMPING: 1404 M 2014
 DQ1971_MARK LOGO: MNDT
 DQ1971_PROJECTION: RECESSED 5 CENTIMETERS
 DQ1971_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DQ1971_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ1971_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ1971+SATELLITE: SATELLITE OBSERVATIONS - May 24, 2023
 DQ1971_ROD/PIPE-DEPTH: 5.8 meters
 DQ1971
 DQ1971  HISTORY     - Date     Condition        Report By
 DQ1971  HISTORY     - 20140602 MONUMENTED       MNDT
 DQ1971  HISTORY     - 20210713 GOOD             MNDT
 DQ1971  HISTORY     - 20230524 GOOD             MNDT
 DQ1971
 DQ1971                          STATION DESCRIPTION
 DQ1971
 DQ1971'DESCRIBED BY MN DEPT OF TRANSP 2014
 DQ1971'THE STATION IS LOCATED ABOUT 8.0 MI (12.9 KM) NORTHWEST OF PELICAN
 DQ1971'RAPIDS, 7.9 MI (12.7 KM) SOUTHWEST OF CORMORANT AND 6.0 MI (9.7 KM)
 DQ1971'SOUTH-SOUTHEAST OF ROLLAG.
 DQ1971'
 DQ1971'TO REACH THE MARK GO 10.75 MI (17.3 KM) EAST ALONG TRUNK HIGHWAY 34
 DQ1971'FROM THE JUNCTION OF TRUNK HIGHWAYS 34 AND 9 IN BARNESVILLE, AT TRUNK
 DQ1971'HIGHWAY 34 MILE POINT 10.75.
 DQ1971'
 DQ1971'THE MARK IS LOCATED 49.5 FT (15.1 M) NORTH OF TRUNK HIGHWAY 34, 23.0
 DQ1971'FT (7.0 M) EAST OF 290TH STREET SOUTH EXTENSION, 1.5 FT (0.5 M) SOUTH
 DQ1971'OF A WITNESS POST.
 DQ1971'
 DQ1971'NOTE - THE STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM
 DQ1971'ROD DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION REMOVABLE
 DQ1971'DISK SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH
 DQ1971'PVC PIPE BACK FILLED WITH WASHED SAND.
 DQ1971
 DQ1971                          STATION RECOVERY (2021)
 DQ1971
 DQ1971'RECOVERY NOTE BY MN DEPT OF TRANSP 2021 (DAS)
 DQ1971'RECOVERED IN GOOD CONDITION.
 DQ1971
 DQ1971                          STATION RECOVERY (2023)
 DQ1971
 DQ1971'RECOVERY NOTE BY MN DEPT OF TRANSP 2023 (SXR)
 DQ1971'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DQ1970 ***********************************************************************
 DQ1970  DESIGNATION -  1404 N
 DQ1970  PID         -  DQ1970
 DQ1970  STATE/COUNTY-  MN/CLAY
 DQ1970  COUNTRY     -  US
 DQ1970  USGS QUAD   -  ROLLAG (2019)
 DQ1970
 DQ1970                         *CURRENT SURVEY CONTROL
 DQ1970  ______________________________________________________________________
 DQ1970* NAD 83(2011) POSITION- 46 39 33.28478(N) 096 12 54.09718(W)   ADJUSTED
 DQ1970* NAD 83(2011) ELLIP HT-   369.869 (meters)        (11/14/23)   ADJUSTED
 DQ1970* NAD 83(2011) EPOCH   -  2010.00
 DQ1970* NAVD 88 ORTHO HEIGHT -   396.446 (meters)     1300.67  (feet) ADJUSTED
 DQ1970  ______________________________________________________________________
 DQ1970  GEOID HEIGHT    -        -26.599 (meters)                     GEOID18
 DQ1970  NAD 83(2011) X  -   -474,782.071 (meters)                     COMP
 DQ1970  NAD 83(2011) Y  - -4,359,793.121 (meters)                     COMP
 DQ1970  NAD 83(2011) Z  -  4,616,116.915 (meters)                     COMP
 DQ1970  LAPLACE CORR    -         -0.33  (seconds)                    DEFLEC18
 DQ1970  DYNAMIC HEIGHT  -        396.464 (meters)     1300.73  (feet) COMP
 DQ1970  MODELED GRAVITY -    980,647.4   (mgal)                       NAVD 88
 DQ1970
 DQ1970  VERT ORDER      -  SECOND    CLASS I
 DQ1970
 DQ1970  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DQ1970  Standards:
 DQ1970         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DQ1970            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DQ1970  -------------------------------------------------------------------
 DQ1970  NETWORK    0.68   1.31           0.31   0.24   0.67     -0.10492404
 DQ1970  -------------------------------------------------------------------
 DQ1970  Click here for local accuracies and other accuracy information.
 DQ1970
 DQ1970.The horizontal coordinates were established by GPS observations
 DQ1970.and adjusted by the MN DEPT OF TRANSP in November 2023.
 DQ1970
 DQ1970.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DQ1970.been affixed to the stable North American tectonic plate. See 
 DQ1970.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DQ1970
 DQ1970.The horizontal coordinates are valid at the epoch date displayed above
 DQ1970.which is a decimal equivalence of Year/Month/Day.
 DQ1970
 DQ1970.The orthometric height was determined by differential leveling and
 DQ1970.adjusted by the NATIONAL GEODETIC SURVEY
 DQ1970.in August 2019.
 DQ1970
 DQ1970.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ1970.GEOID18 height accuracy estimate available here.
 DQ1970
 DQ1970.Click photographs - Photos may exist for this station.
 DQ1970
 DQ1970.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DQ1970
 DQ1970.The Laplace correction was computed from DEFLEC18 derived deflections.
 DQ1970
 DQ1970.The ellipsoidal height was determined by GPS observations
 DQ1970.and is referenced to NAD 83.
 DQ1970
 DQ1970.The dynamic height is computed by dividing the NAVD 88
 DQ1970.geopotential number by the normal gravity value computed on the
 DQ1970.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ1970.degrees latitude (g = 980.6199 gals.).
 DQ1970
 DQ1970.The modeled gravity was interpolated from observed gravity values.
 DQ1970
 DQ1970. The following values were computed from the NAD 83(2011) position.
 DQ1970
 DQ1970;                    North         East     Units Scale Factor Converg.
 DQ1970;SPC MN C     -   286,286.394   649,625.148   MT  0.99993802   -1 25 17.3
 DQ1970;SPC MN C     -   939,257.94  2,131,311.84   sFT  0.99993802   -1 25 17.3
 DQ1970;UTM  14      - 5,171,065.980   713,066.755   MT  1.00015803   +2 01 34.4
 DQ1970
 DQ1970!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DQ1970!SPC MN C     -   0.99994202  x   0.99993802  =   0.99988005
 DQ1970!UTM  14      -   0.99994202  x   1.00015803  =   1.00010004
 DQ1970
 DQ1970_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQS1306671065(NAD 83)
 DQ1970
 DQ1970                          SUPERSEDED SURVEY CONTROL
 DQ1970
 DQ1970.No superseded survey control is available for this station.
 DQ1970
 DQ1970_MARKER: F = FLANGE-ENCASED ROD
 DQ1970_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DQ1970_STAMPING: 1404 N 2014
 DQ1970_MARK LOGO: MNDT
 DQ1970_PROJECTION: RECESSED 5 CENTIMETERS
 DQ1970_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DQ1970_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ1970_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ1970+SATELLITE: SATELLITE OBSERVATIONS - May 24, 2023
 DQ1970_ROD/PIPE-DEPTH: 7.3 meters
 DQ1970
 DQ1970  HISTORY     - Date     Condition        Report By
 DQ1970  HISTORY     - 20140603 MONUMENTED       MNDT
 DQ1970  HISTORY     - 20210713 GOOD             MNDT
 DQ1970  HISTORY     - 20230524 GOOD             MNDT
 DQ1970
 DQ1970                          STATION DESCRIPTION
 DQ1970
 DQ1970'DESCRIBED BY MN DEPT OF TRANSP 2014
 DQ1970'THE STATION IS LOCATED ABOUT 8.8 MI (14.2 KM) NORTHWEST OF PELICAN
 DQ1970'RAPIDS, 8.7 MI (14.0 KM) SOUTHWEST OF CORMORANT AND 5.7 MI (9.2 KM)
 DQ1970'SOUTH OF ROLLAG.
 DQ1970'
 DQ1970'TO REACH THE MARK GO 9.75 MI (15.7 KM) EAST ALONG TRUNK HIGHWAY 34
 DQ1970'FROM THE JUNCTION OF TRUNK HIGHWAYS 34 AND 9 IN BARNESVILLE, AT TRUNK
 DQ1970'HIGHWAY 34 MILE POINT 9.75.
 DQ1970'
 DQ1970'THE MARK IS LOCATED 81.5 FT (24.8 M) SOUTH OF TRUNK HIGHWAY 34, 50.8
 DQ1970'FT (15.5 M) EAST OF DRIVEWAY NUMBER 28001, 8.9 FT (2.7 M) NORTH OF
 DQ1970'RIGHT-OF-WAY POST, 8.9 FT (2.7 M) NORTH OF A WITNESS POST.
 DQ1970'
 DQ1970'NOTE - THE STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM
 DQ1970'ROD DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION REMOVABLE
 DQ1970'DISK SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH
 DQ1970'PVC PIPE BACK FILLED WITH WASHED SAND.
 DQ1970
 DQ1970                          STATION RECOVERY (2021)
 DQ1970
 DQ1970'RECOVERY NOTE BY MN DEPT OF TRANSP 2021 (DAS)
 DQ1970'RECOVERED IN GOOD CONDITION.
 DQ1970
 DQ1970                          STATION RECOVERY (2023)
 DQ1970
 DQ1970'RECOVERY NOTE BY MN DEPT OF TRANSP 2023 (LXG)
 DQ1970'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DQ1968 ***********************************************************************
 DQ1968  DESIGNATION -  1404 P
 DQ1968  PID         -  DQ1968
 DQ1968  STATE/COUNTY-  MN/CLAY
 DQ1968  COUNTRY     -  US
 DQ1968  USGS QUAD   -  BIG SLOUGH (2019)
 DQ1968
 DQ1968                         *CURRENT SURVEY CONTROL
 DQ1968  ______________________________________________________________________
 DQ1968* NAD 83(2011) POSITION- 46 39 32.31486(N) 096 15 30.70218(W)   ADJUSTED
 DQ1968* NAD 83(2011) ELLIP HT-   359.558 (meters)        (11/14/23)   ADJUSTED
 DQ1968* NAD 83(2011) EPOCH   -  2010.00
 DQ1968* NAVD 88 ORTHO HEIGHT -   386.105 (meters)     1266.75  (feet) ADJUSTED
 DQ1968  ______________________________________________________________________
 DQ1968  GEOID HEIGHT    -        -26.590 (meters)                     GEOID18
 DQ1968  NAD 83(2011) X  -   -478,093.677 (meters)                     COMP
 DQ1968  NAD 83(2011) Y  - -4,359,446.009 (meters)                     COMP
 DQ1968  NAD 83(2011) Z  -  4,616,088.859 (meters)                     COMP
 DQ1968  LAPLACE CORR    -         -0.61  (seconds)                    DEFLEC18
 DQ1968  DYNAMIC HEIGHT  -        386.126 (meters)     1266.82  (feet) COMP
 DQ1968  MODELED GRAVITY -    980,656.8   (mgal)                       NAVD 88
 DQ1968
 DQ1968  VERT ORDER      -  SECOND    CLASS I
 DQ1968
 DQ1968  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DQ1968  Standards:
 DQ1968         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DQ1968            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DQ1968  -------------------------------------------------------------------
 DQ1968  NETWORK    0.73   1.37           0.33   0.26   0.70     -0.08662957
 DQ1968  -------------------------------------------------------------------
 DQ1968  Click here for local accuracies and other accuracy information.
 DQ1968
 DQ1968.The horizontal coordinates were established by GPS observations
 DQ1968.and adjusted by the MN DEPT OF TRANSP in November 2023.
 DQ1968
 DQ1968.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DQ1968.been affixed to the stable North American tectonic plate. See 
 DQ1968.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DQ1968
 DQ1968.The horizontal coordinates are valid at the epoch date displayed above
 DQ1968.which is a decimal equivalence of Year/Month/Day.
 DQ1968
 DQ1968.The orthometric height was determined by differential leveling and
 DQ1968.adjusted by the NATIONAL GEODETIC SURVEY
 DQ1968.in August 2019.
 DQ1968
 DQ1968.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ1968.GEOID18 height accuracy estimate available here.
 DQ1968
 DQ1968.Click photographs - Photos may exist for this station.
 DQ1968
 DQ1968.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DQ1968
 DQ1968.The Laplace correction was computed from DEFLEC18 derived deflections.
 DQ1968
 DQ1968.The ellipsoidal height was determined by GPS observations
 DQ1968.and is referenced to NAD 83.
 DQ1968
 DQ1968.The dynamic height is computed by dividing the NAVD 88
 DQ1968.geopotential number by the normal gravity value computed on the
 DQ1968.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ1968.degrees latitude (g = 980.6199 gals.).
 DQ1968
 DQ1968.The modeled gravity was interpolated from observed gravity values.
 DQ1968
 DQ1968. The following values were computed from the NAD 83(2011) position.
 DQ1968
 DQ1968;                    North         East     Units Scale Factor Converg.
 DQ1968;SPC MN C     -   286,339.960   646,296.125   MT  0.99993800   -1 27 10.6
 DQ1968;SPC MN C     -   939,433.69  2,120,389.87   sFT  0.99993800   -1 27 10.6
 DQ1968;UTM  14      - 5,170,919.225   709,739.832   MT  1.00014074   +1 59 40.4
 DQ1968
 DQ1968!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DQ1968!SPC MN C     -   0.99994364  x   0.99993800  =   0.99988164
 DQ1968!UTM  14      -   0.99994364  x   1.00014074  =   1.00008437
 DQ1968
 DQ1968_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQS0973970919(NAD 83)
 DQ1968
 DQ1968                          SUPERSEDED SURVEY CONTROL
 DQ1968
 DQ1968.No superseded survey control is available for this station.
 DQ1968
 DQ1968_MARKER: F = FLANGE-ENCASED ROD
 DQ1968_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DQ1968_STAMPING: 1404 P 2014
 DQ1968_MARK LOGO: MNDT
 DQ1968_PROJECTION: RECESSED 5 CENTIMETERS
 DQ1968_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DQ1968_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ1968_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ1968+SATELLITE: SATELLITE OBSERVATIONS - May 23, 2023
 DQ1968_ROD/PIPE-DEPTH: 11.9 meters
 DQ1968
 DQ1968  HISTORY     - Date     Condition        Report By
 DQ1968  HISTORY     - 20140603 MONUMENTED       MNDT
 DQ1968  HISTORY     - 20230523 GOOD             MNDT
 DQ1968
 DQ1968                          STATION DESCRIPTION
 DQ1968
 DQ1968'DESCRIBED BY MN DEPT OF TRANSP 2014
 DQ1968'THE STATION IS LOCATED ABOUT 8.5 MI (13.7 KM) NORTHEAST OF LAWNDALE,
 DQ1968'7.7 MI (12.4 KM) EAST OF BARNESVILLE AND 5.7 MI (9.2 KM) SOUTH OF
 DQ1968'ROLLAG.
 DQ1968'
 DQ1968'TO REACH THE MARK GO 7.65 MI (12.3 KM) EAST ALONG TRUNK HIGHWAY 34
 DQ1968'FROM THE JUNCTION OF TRUNK HIGHWAYS 34 AND 9 IN BARNESVILLE, AT TRUNK
 DQ1968'HIGHWAY 34 MILE POINT 7.65.
 DQ1968'
 DQ1968'THE MARK IS LOCATED 56.6FEET SOUTH OF TRUNK HIGHWAY 34, 16.0 FT (4.9
 DQ1968'M) EAST OF A FIELD ENTRANCE, 1.5 FT (0.5 M) NORTH OF A WITNESS POST.
 DQ1968'
 DQ1968'NOTE - THE STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM
 DQ1968'ROD DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION REMOVABLE
 DQ1968'DISK SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH
 DQ1968'PVC PIPE BACK FILLED WITH WASHED SAND.
 DQ1968
 DQ1968                          STATION RECOVERY (2023)
 DQ1968
 DQ1968'RECOVERY NOTE BY MN DEPT OF TRANSP 2023 (JXA)
 DQ1968'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DQ1967 ***********************************************************************
 DQ1967  DESIGNATION -  1404 Q
 DQ1967  PID         -  DQ1967
 DQ1967  STATE/COUNTY-  MN/CLAY
 DQ1967  COUNTRY     -  US
 DQ1967  USGS QUAD   -  BIG SLOUGH (2019)
 DQ1967
 DQ1967                         *CURRENT SURVEY CONTROL
 DQ1967  ______________________________________________________________________
 DQ1967* NAD 83(2011) POSITION- 46 39 34.76735(N) 096 16 40.42063(W)   ADJUSTED
 DQ1967* NAD 83(2011) ELLIP HT-   354.863 (meters)        (11/14/23)   ADJUSTED
 DQ1967* NAD 83(2011) EPOCH   -  2010.00
 DQ1967* NAVD 88 ORTHO HEIGHT -   381.407 (meters)     1251.33  (feet) ADJUSTED
 DQ1967  ______________________________________________________________________
 DQ1967  GEOID HEIGHT    -        -26.584 (meters)                     GEOID18
 DQ1967  NAD 83(2011) X  -   -479,560.787 (meters)                     COMP
 DQ1967  NAD 83(2011) Y  - -4,359,226.209 (meters)                     COMP
 DQ1967  NAD 83(2011) Z  -  4,616,137.424 (meters)                     COMP
 DQ1967  LAPLACE CORR    -         -0.42  (seconds)                    DEFLEC18
 DQ1967  DYNAMIC HEIGHT  -        381.430 (meters)     1251.41  (feet) COMP
 DQ1967  MODELED GRAVITY -    980,661.9   (mgal)                       NAVD 88
 DQ1967
 DQ1967  VERT ORDER      -  SECOND    CLASS I
 DQ1967
 DQ1967  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DQ1967  Standards:
 DQ1967         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DQ1967            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DQ1967  -------------------------------------------------------------------
 DQ1967  NETWORK    0.73   1.37           0.33   0.26   0.70     -0.08620456
 DQ1967  -------------------------------------------------------------------
 DQ1967  Click here for local accuracies and other accuracy information.
 DQ1967
 DQ1967.The horizontal coordinates were established by GPS observations
 DQ1967.and adjusted by the MN DEPT OF TRANSP in November 2023.
 DQ1967
 DQ1967.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DQ1967.been affixed to the stable North American tectonic plate. See 
 DQ1967.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DQ1967
 DQ1967.The horizontal coordinates are valid at the epoch date displayed above
 DQ1967.which is a decimal equivalence of Year/Month/Day.
 DQ1967
 DQ1967.The orthometric height was determined by differential leveling and
 DQ1967.adjusted by the NATIONAL GEODETIC SURVEY
 DQ1967.in August 2019.
 DQ1967
 DQ1967.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ1967.GEOID18 height accuracy estimate available here.
 DQ1967
 DQ1967.Click photographs - Photos may exist for this station.
 DQ1967
 DQ1967.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DQ1967
 DQ1967.The Laplace correction was computed from DEFLEC18 derived deflections.
 DQ1967
 DQ1967.The ellipsoidal height was determined by GPS observations
 DQ1967.and is referenced to NAD 83.
 DQ1967
 DQ1967.The dynamic height is computed by dividing the NAVD 88
 DQ1967.geopotential number by the normal gravity value computed on the
 DQ1967.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ1967.degrees latitude (g = 980.6199 gals.).
 DQ1967
 DQ1967.The modeled gravity was interpolated from observed gravity values.
 DQ1967
 DQ1967. The following values were computed from the NAD 83(2011) position.
 DQ1967
 DQ1967;                    North         East     Units Scale Factor Converg.
 DQ1967;SPC MN C     -   286,453.423   644,816.373   MT  0.99993806   -1 28 01.0
 DQ1967;SPC MN C     -   939,805.94  2,115,535.05   sFT  0.99993806   -1 28 01.0
 DQ1967;UTM  14      - 5,170,943.506   708,255.640   MT  1.00013312   +1 58 49.7
 DQ1967
 DQ1967!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DQ1967!SPC MN C     -   0.99994438  x   0.99993806  =   0.99988244
 DQ1967!UTM  14      -   0.99994438  x   1.00013312  =   1.00007749
 DQ1967
 DQ1967_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQS0825570943(NAD 83)
 DQ1967
 DQ1967                          SUPERSEDED SURVEY CONTROL
 DQ1967
 DQ1967.No superseded survey control is available for this station.
 DQ1967
 DQ1967_MARKER: F = FLANGE-ENCASED ROD
 DQ1967_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DQ1967_STAMPING: 1404 Q 2014
 DQ1967_MARK LOGO: MNDT
 DQ1967_PROJECTION: RECESSED 8 CENTIMETERS
 DQ1967_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DQ1967_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ1967_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ1967+SATELLITE: SATELLITE OBSERVATIONS - May 23, 2023
 DQ1967_ROD/PIPE-DEPTH: 7.3 meters
 DQ1967
 DQ1967  HISTORY     - Date     Condition        Report By
 DQ1967  HISTORY     - 20140602 MONUMENTED       MNDT
 DQ1967  HISTORY     - 20210713 GOOD             MNDT
 DQ1967  HISTORY     - 20230523 GOOD             MNDT
 DQ1967
 DQ1967                          STATION DESCRIPTION
 DQ1967
 DQ1967'DESCRIBED BY MN DEPT OF TRANSP 2014
 DQ1967'THE STATION IS LOCATED ABOUT 8.1 MI (13.0 KM) NORTH-NORTHEAST OF
 DQ1967'LAWNDALE, 6.8 MI (10.9 KM) EAST OF BARNESVILLE AND 5.9 MI (9.5 KM)
 DQ1967'SOUTH-SOUTHWEST OF ROLLAG.
 DQ1967'
 DQ1967'TO REACH THE MARK GO 6.75 MI (10.9 KM) EAST ALONG TRUNK HIGHWAY 34
 DQ1967'FROM THE JUNCTION OF TRUNK HIGHWAYS 34 AND 9 IN BARNESVILLE, AT TRUNK
 DQ1967'HIGHWAY 34 MILE POINT 6.75.
 DQ1967'
 DQ1967'THE MARK IS LOCATED 72.6 FT (22.1 M) NORTH OF TRUNK HIGHWAY 34, 80.5
 DQ1967'FT (24.5 M) EAST OF COUNTY ROAD 127 1.5 FT (0.5 M) SOUTH OF A WITNESS
 DQ1967'POST.
 DQ1967'
 DQ1967'NOTE - THE STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM
 DQ1967'ROD DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION REMOVABLE
 DQ1967'DISK SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH
 DQ1967'PVC PIPE BACK FILLED WITH WASHED SAND.
 DQ1967
 DQ1967                          STATION RECOVERY (2021)
 DQ1967
 DQ1967'RECOVERY NOTE BY MN DEPT OF TRANSP 2021 (DAS)
 DQ1967'RECOVERED IN GOOD CONDITION.
 DQ1967
 DQ1967                          STATION RECOVERY (2023)
 DQ1967
 DQ1967'RECOVERY NOTE BY MN DEPT OF TRANSP 2023 (JXP)
 DQ1967'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DQ1965 ***********************************************************************
 DQ1965  DESIGNATION -  1404 R
 DQ1965  PID         -  DQ1965
 DQ1965  STATE/COUNTY-  MN/CLAY
 DQ1965  COUNTRY     -  US
 DQ1965  USGS QUAD   -  BIG SLOUGH (2019)
 DQ1965
 DQ1965                         *CURRENT SURVEY CONTROL
 DQ1965  ______________________________________________________________________
 DQ1965* NAD 83(2011) POSITION- 46 39 34.41933(N) 096 19 13.40925(W)   ADJUSTED
 DQ1965* NAD 83(2011) ELLIP HT-   333.856 (meters)        (11/14/23)   ADJUSTED
 DQ1965* NAD 83(2011) EPOCH   -  2010.00
 DQ1965* NAVD 88 ORTHO HEIGHT -   360.383 (meters)     1182.36  (feet) ADJUSTED
 DQ1965  ______________________________________________________________________
 DQ1965  GEOID HEIGHT    -        -26.573 (meters)                     GEOID18
 DQ1965  NAD 83(2011) X  -   -482,793.209 (meters)                     COMP
 DQ1965  NAD 83(2011) Y  - -4,358,862.753 (meters)                     COMP
 DQ1965  NAD 83(2011) Z  -  4,616,114.769 (meters)                     COMP
 DQ1965  LAPLACE CORR    -         -0.99  (seconds)                    DEFLEC18
 DQ1965  DYNAMIC HEIGHT  -        360.408 (meters)     1182.44  (feet) COMP
 DQ1965  MODELED GRAVITY -    980,671.0   (mgal)                       NAVD 88
 DQ1965
 DQ1965  VERT ORDER      -  SECOND    CLASS I
 DQ1965
 DQ1965  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DQ1965  Standards:
 DQ1965         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DQ1965            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DQ1965  -------------------------------------------------------------------
 DQ1965  NETWORK    0.73   1.33           0.33   0.26   0.68     -0.07454851
 DQ1965  -------------------------------------------------------------------
 DQ1965  Click here for local accuracies and other accuracy information.
 DQ1965
 DQ1965.The horizontal coordinates were established by GPS observations
 DQ1965.and adjusted by the MN DEPT OF TRANSP in November 2023.
 DQ1965
 DQ1965.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DQ1965.been affixed to the stable North American tectonic plate. See 
 DQ1965.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DQ1965
 DQ1965.The horizontal coordinates are valid at the epoch date displayed above
 DQ1965.which is a decimal equivalence of Year/Month/Day.
 DQ1965
 DQ1965.The orthometric height was determined by differential leveling and
 DQ1965.adjusted by the NATIONAL GEODETIC SURVEY
 DQ1965.in August 2019.
 DQ1965
 DQ1965.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ1965.GEOID18 height accuracy estimate available here.
 DQ1965
 DQ1965.Click photographs - Photos may exist for this station.
 DQ1965
 DQ1965.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DQ1965
 DQ1965.The Laplace correction was computed from DEFLEC18 derived deflections.
 DQ1965
 DQ1965.The ellipsoidal height was determined by GPS observations
 DQ1965.and is referenced to NAD 83.
 DQ1965
 DQ1965.The dynamic height is computed by dividing the NAVD 88
 DQ1965.geopotential number by the normal gravity value computed on the
 DQ1965.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ1965.degrees latitude (g = 980.6199 gals.).
 DQ1965
 DQ1965.The modeled gravity was interpolated from observed gravity values.
 DQ1965
 DQ1965. The following values were computed from the NAD 83(2011) position.
 DQ1965
 DQ1965;                    North         East     Units Scale Factor Converg.
 DQ1965;SPC MN C     -   286,526.816   641,564.776   MT  0.99993805   -1 29 51.7
 DQ1965;SPC MN C     -   940,046.73  2,104,867.10   sFT  0.99993805   -1 29 51.7
 DQ1965;UTM  14      - 5,170,821.222   705,004.906   MT  1.00011660   +1 56 58.3
 DQ1965
 DQ1965!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DQ1965!SPC MN C     -   0.99994767  x   0.99993805  =   0.99988572
 DQ1965!UTM  14      -   0.99994767  x   1.00011660  =   1.00006426
 DQ1965
 DQ1965_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQS0500470821(NAD 83)
 DQ1965
 DQ1965                          SUPERSEDED SURVEY CONTROL
 DQ1965
 DQ1965.No superseded survey control is available for this station.
 DQ1965
 DQ1965_MARKER: F = FLANGE-ENCASED ROD
 DQ1965_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DQ1965_STAMPING: 1404 R 2014
 DQ1965_MARK LOGO: MNDT
 DQ1965_PROJECTION: FLUSH
 DQ1965_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DQ1965_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ1965_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ1965+SATELLITE: SATELLITE OBSERVATIONS - May 23, 2023
 DQ1965_ROD/PIPE-DEPTH: 6.7 meters
 DQ1965
 DQ1965  HISTORY     - Date     Condition        Report By
 DQ1965  HISTORY     - 20140527 MONUMENTED       MNDT
 DQ1965  HISTORY     - 20230523 GOOD             MNDT
 DQ1965
 DQ1965                          STATION DESCRIPTION
 DQ1965
 DQ1965'DESCRIBED BY MN DEPT OF TRANSP 2014
 DQ1965'THE STATION IS LOCATED ABOUT 7.3 MI (11.7 KM) NORTH-NORTHEAST OF
 DQ1965'LAWNDALE, 6.8 MI (10.9 KM) SOUTHWEST OF ROLLAG AND 4.7 MI (7.6 KM)
 DQ1965'EAST OF BARNESVILLE.
 DQ1965'
 DQ1965'TO REACH THE MARK GO 4.75 MI (7.6 KM) EAST ALONG TRUNK HIGHWAY 34 FROM
 DQ1965'THE JUNCTION OF TRUNK HIGHWAYS 34 AND 9 IN BARNESVILLE, AT TRUNK
 DQ1965'HIGHWAY 34 MILE POINT 4.75.
 DQ1965'
 DQ1965'THE MARK IS LOCATED 57.7 FT (17.6 M) NORTH OF TRUNK HIGHWAY 34, 28.4
 DQ1965'FT (8.7 M) WEST OF A FIELD ENTRANCE, 5.5 FT (1.7 M) EAST OF A WITNESS
 DQ1965'POST.
 DQ1965'
 DQ1965'NOTE - THE STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM
 DQ1965'ROD DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION REMOVABLE
 DQ1965'DISK SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH
 DQ1965'PVC PIPE BACK FILLED WITH WASHED SAND.
 DQ1965
 DQ1965                          STATION RECOVERY (2023)
 DQ1965
 DQ1965'RECOVERY NOTE BY MN DEPT OF TRANSP 2023 (LXG)
 DQ1965'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DQ1964 ***********************************************************************
 DQ1964  DESIGNATION -  1404 S
 DQ1964  PID         -  DQ1964
 DQ1964  STATE/COUNTY-  MN/CLAY
 DQ1964  COUNTRY     -  US
 DQ1964  USGS QUAD   -  BIG SLOUGH (2019)
 DQ1964
 DQ1964                         *CURRENT SURVEY CONTROL
 DQ1964  ______________________________________________________________________
 DQ1964* NAD 83(2011) POSITION- 46 39 36.02321(N) 096 20 16.64112(W)   ADJUSTED
 DQ1964* NAD 83(2011) ELLIP HT-   320.002 (meters)        (11/14/23)   ADJUSTED
 DQ1964* NAD 83(2011) EPOCH   -  2010.00
 DQ1964* NAVD 88 ORTHO HEIGHT -   346.528 (meters)     1136.90  (feet) ADJUSTED
 DQ1964  ______________________________________________________________________
 DQ1964  GEOID HEIGHT    -        -26.566 (meters)                     GEOID18
 DQ1964  NAD 83(2011) X  -   -484,124.399 (meters)                     COMP
 DQ1964  NAD 83(2011) Y  - -4,358,669.293 (meters)                     COMP
 DQ1964  NAD 83(2011) Z  -  4,616,138.687 (meters)                     COMP
 DQ1964  LAPLACE CORR    -         -0.72  (seconds)                    DEFLEC18
 DQ1964  DYNAMIC HEIGHT  -        346.552 (meters)     1136.98  (feet) COMP
 DQ1964  MODELED GRAVITY -    980,674.0   (mgal)                       NAVD 88
 DQ1964
 DQ1964  VERT ORDER      -  SECOND    CLASS I
 DQ1964
 DQ1964  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DQ1964  Standards:
 DQ1964         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DQ1964            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DQ1964  -------------------------------------------------------------------
 DQ1964  NETWORK    0.73   1.35           0.33   0.26   0.69     -0.09156287
 DQ1964  -------------------------------------------------------------------
 DQ1964  Click here for local accuracies and other accuracy information.
 DQ1964
 DQ1964.The horizontal coordinates were established by GPS observations
 DQ1964.and adjusted by the MN DEPT OF TRANSP in November 2023.
 DQ1964
 DQ1964.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DQ1964.been affixed to the stable North American tectonic plate. See 
 DQ1964.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DQ1964
 DQ1964.The horizontal coordinates are valid at the epoch date displayed above
 DQ1964.which is a decimal equivalence of Year/Month/Day.
 DQ1964
 DQ1964.The orthometric height was determined by differential leveling and
 DQ1964.adjusted by the NATIONAL GEODETIC SURVEY
 DQ1964.in August 2019.
 DQ1964
 DQ1964.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ1964.GEOID18 height accuracy estimate available here.
 DQ1964
 DQ1964.Click photographs - Photos may exist for this station.
 DQ1964
 DQ1964.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DQ1964
 DQ1964.The Laplace correction was computed from DEFLEC18 derived deflections.
 DQ1964
 DQ1964.The ellipsoidal height was determined by GPS observations
 DQ1964.and is referenced to NAD 83.
 DQ1964
 DQ1964.The dynamic height is computed by dividing the NAVD 88
 DQ1964.geopotential number by the normal gravity value computed on the
 DQ1964.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ1964.degrees latitude (g = 980.6199 gals.).
 DQ1964
 DQ1964.The modeled gravity was interpolated from observed gravity values.
 DQ1964
 DQ1964. The following values were computed from the NAD 83(2011) position.
 DQ1964
 DQ1964;                    North         East     Units Scale Factor Converg.
 DQ1964;SPC MN C     -   286,611.606   640,222.288   MT  0.99993810   -1 30 37.4
 DQ1964;SPC MN C     -   940,324.91  2,100,462.62   sFT  0.99993810   -1 30 37.4
 DQ1964;UTM  14      - 5,170,825.137   703,659.513   MT  1.00010984   +1 56 12.3
 DQ1964
 DQ1964!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DQ1964!SPC MN C     -   0.99994984  x   0.99993810  =   0.99988794
 DQ1964!UTM  14      -   0.99994984  x   1.00010984  =   1.00005967
 DQ1964
 DQ1964_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQS0365970825(NAD 83)
 DQ1964
 DQ1964                          SUPERSEDED SURVEY CONTROL
 DQ1964
 DQ1964.No superseded survey control is available for this station.
 DQ1964
 DQ1964_MARKER: F = FLANGE-ENCASED ROD
 DQ1964_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DQ1964_STAMPING: 1404 S 2014
 DQ1964_MARK LOGO: MNDT
 DQ1964_PROJECTION: RECESSED 8 CENTIMETERS
 DQ1964_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DQ1964_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ1964_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ1964+SATELLITE: SATELLITE OBSERVATIONS - May 23, 2023
 DQ1964_ROD/PIPE-DEPTH: 5.2 meters
 DQ1964
 DQ1964  HISTORY     - Date     Condition        Report By
 DQ1964  HISTORY     - 20140602 MONUMENTED       MNDT
 DQ1964  HISTORY     - 20210713 GOOD             MNDT
 DQ1964  HISTORY     - 20230523 GOOD             MNDT
 DQ1964
 DQ1964                          STATION DESCRIPTION
 DQ1964
 DQ1964'DESCRIBED BY MN DEPT OF TRANSP 2014
 DQ1964'THE STATION IS LOCATED ABOUT 7.3 MI (11.7 KM) SOUTHWEST OF ROLLAG, 7.2
 DQ1964'MI (11.6 KM) NORTH OF LAWNDALE AND 3.9 MI (6.3 KM) EAST OF
 DQ1964'BARNESVILLE.
 DQ1964'
 DQ1964'TO REACH THE MARK GO 3.95 MI (6.4 KM) EAST ALONG TRUNK HIGHWAY 34 FROM
 DQ1964'THE JUNCTION OF TRUNK HIGHWAYS 34 AND 9 IN BARNESVILLE, AT TRUNK
 DQ1964'HIGHWAY 34 MILE POINT 3.95.
 DQ1964'
 DQ1964'THE MARK IS LOCATED 105.7 FT (32.2 M) NORTH OF TRUNK HIGHWAY 34, 17.0
 DQ1964'FT (5.2 M) EAST OF A FIELD ENTRANCE, 13.4 FT (4.1 M) SOUTH OF
 DQ1964'RIGHT-OF-WAY POST, 1.5 FT (0.5 M) SOUTH OF A WITNESS POST.
 DQ1964'
 DQ1964'NOTE - THE STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM
 DQ1964'ROD DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION REMOVABLE
 DQ1964'DISK SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH
 DQ1964'PVC PIPE BACK FILLED WITH WASHED SAND.
 DQ1964
 DQ1964                          STATION RECOVERY (2021)
 DQ1964
 DQ1964'RECOVERY NOTE BY MN DEPT OF TRANSP 2021 (DAS)
 DQ1964'RECOVERED IN GOOD CONDITION.
 DQ1964
 DQ1964                          STATION RECOVERY (2023)
 DQ1964
 DQ1964'RECOVERY NOTE BY MN DEPT OF TRANSP 2023 (LXG)
 DQ1964'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DQ1962 ***********************************************************************
 DQ1962  DESIGNATION -  1404 T
 DQ1962  PID         -  DQ1962
 DQ1962  STATE/COUNTY-  MN/CLAY
 DQ1962  COUNTRY     -  US
 DQ1962  USGS QUAD   -  BARNESVILLE (2019)
 DQ1962
 DQ1962                         *CURRENT SURVEY CONTROL
 DQ1962  ______________________________________________________________________
 DQ1962* NAD 83(2011) POSITION- 46 39 34.23903(N) 096 22 43.74431(W)   ADJUSTED
 DQ1962* NAD 83(2011) ELLIP HT-   299.930 (meters)        (11/14/23)   ADJUSTED
 DQ1962* NAD 83(2011) EPOCH   -  2010.00
 DQ1962* NAVD 88 ORTHO HEIGHT -   326.438 (meters)     1070.99  (feet) ADJUSTED
 DQ1962  ______________________________________________________________________
 DQ1962  GEOID HEIGHT    -        -26.555 (meters)                     GEOID18
 DQ1962  NAD 83(2011) X  -   -487,235.697 (meters)                     COMP
 DQ1962  NAD 83(2011) Y  - -4,358,349.051 (meters)                     COMP
 DQ1962  NAD 83(2011) Z  -  4,616,086.274 (meters)                     COMP
 DQ1962  LAPLACE CORR    -         -0.91  (seconds)                    DEFLEC18
 DQ1962  DYNAMIC HEIGHT  -        326.463 (meters)     1071.07  (feet) COMP
 DQ1962  MODELED GRAVITY -    980,680.4   (mgal)                       NAVD 88
 DQ1962
 DQ1962  VERT ORDER      -  SECOND    CLASS I
 DQ1962
 DQ1962  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DQ1962  Standards:
 DQ1962         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DQ1962            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DQ1962  -------------------------------------------------------------------
 DQ1962  NETWORK    0.69   1.31           0.31   0.25   0.67     -0.09405996
 DQ1962  -------------------------------------------------------------------
 DQ1962  Click here for local accuracies and other accuracy information.
 DQ1962
 DQ1962.The horizontal coordinates were established by GPS observations
 DQ1962.and adjusted by the MN DEPT OF TRANSP in November 2023.
 DQ1962
 DQ1962.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DQ1962.been affixed to the stable North American tectonic plate. See 
 DQ1962.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DQ1962
 DQ1962.The horizontal coordinates are valid at the epoch date displayed above
 DQ1962.which is a decimal equivalence of Year/Month/Day.
 DQ1962
 DQ1962.The orthometric height was determined by differential leveling and
 DQ1962.adjusted by the NATIONAL GEODETIC SURVEY
 DQ1962.in August 2019.
 DQ1962
 DQ1962.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ1962.GEOID18 height accuracy estimate available here.
 DQ1962
 DQ1962.Click photographs - Photos may exist for this station.
 DQ1962
 DQ1962.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DQ1962
 DQ1962.The Laplace correction was computed from DEFLEC18 derived deflections.
 DQ1962
 DQ1962.The ellipsoidal height was determined by GPS observations
 DQ1962.and is referenced to NAD 83.
 DQ1962
 DQ1962.The dynamic height is computed by dividing the NAVD 88
 DQ1962.geopotential number by the normal gravity value computed on the
 DQ1962.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ1962.degrees latitude (g = 980.6199 gals.).
 DQ1962
 DQ1962.The modeled gravity was interpolated from observed gravity values.
 DQ1962
 DQ1962. The following values were computed from the NAD 83(2011) position.
 DQ1962
 DQ1962;                    North         East     Units Scale Factor Converg.
 DQ1962;SPC MN C     -   286,639.772   637,094.649   MT  0.99993805   -1 32 23.9
 DQ1962;SPC MN C     -   940,417.32  2,090,201.36   sFT  0.99993805   -1 32 23.9
 DQ1962;UTM  14      - 5,170,665.173   700,535.328   MT  1.00009432   +1 54 25.2
 DQ1962
 DQ1962!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DQ1962!SPC MN C     -   0.99995299  x   0.99993805  =   0.99989104
 DQ1962!UTM  14      -   0.99995299  x   1.00009432  =   1.00004730
 DQ1962
 DQ1962_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQS0053570665(NAD 83)
 DQ1962
 DQ1962                          SUPERSEDED SURVEY CONTROL
 DQ1962
 DQ1962.No superseded survey control is available for this station.
 DQ1962
 DQ1962_MARKER: F = FLANGE-ENCASED ROD
 DQ1962_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DQ1962_STAMPING: 1404 T 2014
 DQ1962_MARK LOGO: MNDT
 DQ1962_PROJECTION: RECESSED 5 CENTIMETERS
 DQ1962_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DQ1962_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ1962_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ1962+SATELLITE: SATELLITE OBSERVATIONS - May 11, 2023
 DQ1962_ROD/PIPE-DEPTH: 4.6 meters
 DQ1962
 DQ1962  HISTORY     - Date     Condition        Report By
 DQ1962  HISTORY     - 20140527 MONUMENTED       MNDT
 DQ1962  HISTORY     - 20230511 GOOD             MNDT
 DQ1962
 DQ1962                          STATION DESCRIPTION
 DQ1962
 DQ1962'DESCRIBED BY MN DEPT OF TRANSP 2014
 DQ1962'THE STATION IS LOCATED ABOUT 8.3 MI (13.4 KM) SOUTHEAST OF DOWNER, 7.1
 DQ1962'MI (11.4 KM) NORTH OF LAWNDALE AND 2.0 MI (3.2 KM) EAST-NORTHEAST OF
 DQ1962'BARNESVILLE.
 DQ1962'
 DQ1962'TO REACH THE MARK GO 1.95 MI (3.1 KM) EAST ALONG TRUNK HIGHWAY 34 FROM
 DQ1962'THE JUNCTION OF TRUNK HIGHWAYS 34 AND TRUNK HIGHWAY 9 IN BARNESVILLE,
 DQ1962'AT TRUNK HIGHWAY 34 MILE POINT 1.95.
 DQ1962'
 DQ1962'THE MARK IS LOCATED 60.2 FT (18.3 M) SOUTH OF TRUNK HIGHWAY 34, 33.6
 DQ1962'FT (10.2 M) WEST OF A FIELD ENTRANCE, 1.5 FT (0.5 M) NORTH OF A
 DQ1962'WITNESS POST.
 DQ1962
 DQ1962                          STATION RECOVERY (2023)
 DQ1962
 DQ1962'RECOVERY NOTE BY MN DEPT OF TRANSP 2023 (CXR)
 DQ1962'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DQ1961 ***********************************************************************
 DQ1961  DESIGNATION -  1404 U
 DQ1961  PID         -  DQ1961
 DQ1961  STATE/COUNTY-  MN/CLAY
 DQ1961  COUNTRY     -  US
 DQ1961  USGS QUAD   -  BARNESVILLE (2019)
 DQ1961
 DQ1961                         *CURRENT SURVEY CONTROL
 DQ1961  ______________________________________________________________________
 DQ1961* NAD 83(2011) POSITION- 46 39 33.71162(N) 096 23 52.98796(W)   ADJUSTED
 DQ1961* NAD 83(2011) ELLIP HT-   293.033 (meters)        (11/14/23)   ADJUSTED
 DQ1961* NAD 83(2011) EPOCH   -  2010.00
 DQ1961* NAVD 88 ORTHO HEIGHT -   319.536 (meters)     1048.34  (feet) ADJUSTED
 DQ1961  ______________________________________________________________________
 DQ1961  GEOID HEIGHT    -        -26.547 (meters)                     GEOID18
 DQ1961  NAD 83(2011) X  -   -488,699.571 (meters)                     COMP
 DQ1961  NAD 83(2011) Y  - -4,358,192.306 (meters)                     COMP
 DQ1961  NAD 83(2011) Z  -  4,616,070.080 (meters)                     COMP
 DQ1961  LAPLACE CORR    -         -1.04  (seconds)                    DEFLEC18
 DQ1961  DYNAMIC HEIGHT  -        319.561 (meters)     1048.43  (feet) COMP
 DQ1961  MODELED GRAVITY -    980,683.3   (mgal)                       NAVD 88
 DQ1961
 DQ1961  VERT ORDER      -  SECOND    CLASS I
 DQ1961
 DQ1961  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DQ1961  Standards:
 DQ1961         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DQ1961            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DQ1961  -------------------------------------------------------------------
 DQ1961  NETWORK    0.65   1.23           0.29   0.23   0.63     -0.11877250
 DQ1961  -------------------------------------------------------------------
 DQ1961  Click here for local accuracies and other accuracy information.
 DQ1961
 DQ1961.The horizontal coordinates were established by GPS observations
 DQ1961.and adjusted by the MN DEPT OF TRANSP in November 2023.
 DQ1961
 DQ1961.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DQ1961.been affixed to the stable North American tectonic plate. See 
 DQ1961.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DQ1961
 DQ1961.The horizontal coordinates are valid at the epoch date displayed above
 DQ1961.which is a decimal equivalence of Year/Month/Day.
 DQ1961
 DQ1961.The orthometric height was determined by differential leveling and
 DQ1961.adjusted by the NATIONAL GEODETIC SURVEY
 DQ1961.in August 2019.
 DQ1961
 DQ1961.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ1961.GEOID18 height accuracy estimate available here.
 DQ1961
 DQ1961.Click photographs - Photos may exist for this station.
 DQ1961
 DQ1961.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DQ1961
 DQ1961.The Laplace correction was computed from DEFLEC18 derived deflections.
 DQ1961
 DQ1961.The ellipsoidal height was determined by GPS observations
 DQ1961.and is referenced to NAD 83.
 DQ1961
 DQ1961.The dynamic height is computed by dividing the NAVD 88
 DQ1961.geopotential number by the normal gravity value computed on the
 DQ1961.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ1961.degrees latitude (g = 980.6199 gals.).
 DQ1961
 DQ1961.The modeled gravity was interpolated from observed gravity values.
 DQ1961
 DQ1961. The following values were computed from the NAD 83(2011) position.
 DQ1961
 DQ1961;                    North         East     Units Scale Factor Converg.
 DQ1961;SPC MN C     -   286,663.232   635,622.681   MT  0.99993804   -1 33 14.0
 DQ1961;SPC MN C     -   940,494.29  2,085,372.08   sFT  0.99993804   -1 33 14.0
 DQ1961;UTM  14      - 5,170,600.081   699,064.387   MT  1.00008709   +1 53 34.7
 DQ1961
 DQ1961!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DQ1961!SPC MN C     -   0.99995407  x   0.99993804  =   0.99989211
 DQ1961!UTM  14      -   0.99995407  x   1.00008709  =   1.00004115
 DQ1961
 DQ1961_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPS9906470600(NAD 83)
 DQ1961
 DQ1961                          SUPERSEDED SURVEY CONTROL
 DQ1961
 DQ1961.No superseded survey control is available for this station.
 DQ1961
 DQ1961_MARKER: F = FLANGE-ENCASED ROD
 DQ1961_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DQ1961_STAMPING: 1404 U 2014
 DQ1961_MARK LOGO: MNDT
 DQ1961_PROJECTION: FLUSH
 DQ1961_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DQ1961_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ1961_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ1961+SATELLITE: SATELLITE OBSERVATIONS - February 05, 2024
 DQ1961_ROD/PIPE-DEPTH: 6.1 meters
 DQ1961
 DQ1961  HISTORY     - Date     Condition        Report By
 DQ1961  HISTORY     - 20140527 MONUMENTED       MNDT
 DQ1961  HISTORY     - 20230510 GOOD             MNDT
 DQ1961  HISTORY     - 20240205 GOOD             MNDT
 DQ1961
 DQ1961                          STATION DESCRIPTION
 DQ1961
 DQ1961'DESCRIBED BY MN DEPT OF TRANSP 2014
 DQ1961'THE STATION IS LOCATED ABOUT 7.8 MI (12.6 KM) SOUTH-SOUTHEAST OF
 DQ1961'DOWNER, 7.3 MI (11.7 KM) NORTH-NORTHWEST OF LAWNDALE AND 1.1 MI (1.8
 DQ1961'KM) EAST-NORTHEAST OF BARNESVILLE.
 DQ1961'
 DQ1961'TO REACH THE MARK GO 1.05 MI (1.7 KM) EAST ALONG TRUNK HIGHWAY 34 FROM
 DQ1961'THE JUNCTION OF TRUNK HIGHWAYS 34 AND 9 IN BARNESVILLE, AT TRUNK
 DQ1961'HIGHWAY 34 MILE POINT 1.05.
 DQ1961'
 DQ1961'THE MARK IS LOCATED 58.2 FT (17.7 M) SOUTH OF TRUNK HIGHWAY 34, 19.0
 DQ1961'FT (5.8 M) WEST OF DRIVEWAY NUMBER 19327, 1.5 FT (0.5 M) NORTH OF A
 DQ1961'WITNESS POST.
 DQ1961'
 DQ1961'NOTE - THE STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM
 DQ1961'ROD DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION REMOVABLE
 DQ1961'DISK SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH
 DQ1961'PVC PIPE BACK FILLED WITH WASHED SAND.
 DQ1961
 DQ1961                          STATION RECOVERY (2023)
 DQ1961
 DQ1961'RECOVERY NOTE BY MN DEPT OF TRANSP 2023 (CXR)
 DQ1961'RECOVERED AS DESCRIBED.
 DQ1961
 DQ1961                          STATION RECOVERY (2024)
 DQ1961
 DQ1961'RECOVERY NOTE BY MN DEPT OF TRANSP 2024 (AJH)
 DQ1961'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DM1809 ***********************************************************************
 DM1809  DESIGNATION -  1406 AA
 DM1809  PID         -  DM1809
 DM1809  STATE/COUNTY-  MN/CLAY
 DM1809  COUNTRY     -  US
 DM1809  USGS QUAD   -  HICKSON (2018)
 DM1809
 DM1809                         *CURRENT SURVEY CONTROL
 DM1809  ______________________________________________________________________
 DM1809* NAD 83(2011) POSITION- 46 42 09.83072(N) 096 45 30.48095(W)   ADJUSTED
 DM1809* NAD 83(2011) ELLIP HT-   252.795 (meters)        (03/31/25)   ADJUSTED
 DM1809* NAD 83(2011) EPOCH   -  2010.00
 DM1809* NAVD 88 ORTHO HEIGHT -   279.194 (meters)      915.99  (feet) ADJUSTED
 DM1809  ______________________________________________________________________
 DM1809  GEOID HEIGHT    -        -26.467 (meters)                     GEOID18
 DM1809  NAD 83(2011) X  -   -515,688.570 (meters)                     COMP
 DM1809  NAD 83(2011) Y  - -4,351,521.422 (meters)                     COMP
 DM1809  NAD 83(2011) Z  -  4,619,348.308 (meters)                     COMP
 DM1809  LAPLACE CORR    -         -0.40  (seconds)                    DEFLEC18
 DM1809  DYNAMIC HEIGHT  -        279.218 (meters)      916.07  (feet) COMP
 DM1809  MODELED GRAVITY -    980,694.5   (mgal)                       NAVD 88
 DM1809
 DM1809  VERT ORDER      -  SECOND    CLASS I
 DM1809
 DM1809  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DM1809  Standards:
 DM1809         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DM1809            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DM1809  -------------------------------------------------------------------
 DM1809  NETWORK    0.95   1.49           0.42   0.35   0.76     -0.02936700
 DM1809  -------------------------------------------------------------------
 DM1809  Click here for local accuracies and other accuracy information.
 DM1809
 DM1809.The horizontal coordinates were established by GPS observations
 DM1809.and adjusted by the MN DEPT OF TRANSP in March 2025.
 DM1809
 DM1809.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DM1809.been affixed to the stable North American tectonic plate. See 
 DM1809.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DM1809
 DM1809.The horizontal coordinates are valid at the epoch date displayed above
 DM1809.which is a decimal equivalence of Year/Month/Day.
 DM1809
 DM1809.The orthometric height was determined by differential leveling and
 DM1809.adjusted by the NATIONAL GEODETIC SURVEY
 DM1809.in August 2019.
 DM1809
 DM1809.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM1809.GEOID18 height accuracy estimate available here.
 DM1809
 DM1809.Click photographs - Photos may exist for this station.
 DM1809
 DM1809.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DM1809
 DM1809.The Laplace correction was computed from DEFLEC18 derived deflections.
 DM1809
 DM1809.The ellipsoidal height was determined by GPS observations
 DM1809.and is referenced to NAD 83.
 DM1809
 DM1809.The dynamic height is computed by dividing the NAVD 88
 DM1809.geopotential number by the normal gravity value computed on the
 DM1809.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM1809.degrees latitude (g = 980.6199 gals.).
 DM1809
 DM1809.The modeled gravity was interpolated from observed gravity values.
 DM1809
 DM1809. The following values were computed from the NAD 83(2011) position.
 DM1809
 DM1809;                    North         East     Units Scale Factor Converg.
 DM1809;SPC MN C     -   292,292.056   608,203.546   MT  0.99994261   -1 48 52.5
 DM1809;SPC MN C     -   958,961.52  1,995,414.47   sFT  0.99994261   -1 48 52.5
 DM1809;UTM  14      - 5,174,570.635   671,354.171   MT  0.99996091   +1 37 54.5
 DM1809
 DM1809!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DM1809!SPC MN C     -   0.99996037  x   0.99994261  =   0.99990299
 DM1809!UTM  14      -   0.99996037  x   0.99996091  =   0.99992129
 DM1809
 DM1809_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPS7135474570(NAD 83)
 DM1809
 DM1809|---------------------------------------------------------------------|
 DM1809| PID    Reference Object                     Distance      Geod. Az  |
 DM1809|                                                           dddmmss.s |
 DM1809| RP1084 RUSTAD                               94.306 METERS 03410     |
 DM1809|---------------------------------------------------------------------|
 DM1809
 DM1809                          SUPERSEDED SURVEY CONTROL
 DM1809
 DM1809  NAD 83(2011)-  46 42 09.83148(N)    096 45 30.48106(W) AD(2010.00) 0
 DM1809  ELLIP H (06/27/12)  252.797  (m)                       GP(2010.00)    
 DM1809  NAD 83(2007)-  46 42 09.83172(N)    096 45 30.48205(W) AD(2002.00) 1
 DM1809  ELLIP H (01/24/11)  252.793  (m)                       GP(2002.00) 1 2
 DM1809  NAVD 88 (11/28/11)  279.262  (m)          916.21   (f) SUPERSEDED  2 1
 DM1809  NAVD 88             279.27   (m)          916.2    (f) LEVELING    3  
 DM1809
 DM1809.Superseded values are not recommended for survey control.
 DM1809
 DM1809.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DM1809.See file dsdata.pdf to determine how the superseded data were derived.
 DM1809
 DM1809_MARKER: I = METAL ROD
 DM1809_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DM1809_STAMPING: 1406 AA 2009
 DM1809_MARK LOGO: MNDT
 DM1809_PROJECTION: FLUSH
 DM1809_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DM1809_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DM1809_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DM1809+SATELLITE: SATELLITE OBSERVATIONS - August 13, 2024
 DM1809_ROD/PIPE-DEPTH: 12.2 meters
 DM1809
 DM1809  HISTORY     - Date     Condition        Report By
 DM1809  HISTORY     - 20090930 MONUMENTED       MNDT
 DM1809  HISTORY     - 20210713 GOOD             MNDT
 DM1809  HISTORY     - 20240813 GOOD             MNDT
 DM1809
 DM1809                          STATION DESCRIPTION
 DM1809
 DM1809'DESCRIBED BY MN DEPT OF TRANSP 2009
 DM1809'THE MARK IS 3.1 MILES NORTH OF COMSTOCK, 3.0 MILES NORTH ALONG TRUNK
 DM1809'HIGHWAY 75 FROM JUNCTION OF TRUNK HIGHWAY 75 AND COUNTY ROAD 2, 0.5
 DM1809'MILE WEST OF COMSTOCK, AT TRUNK HIGHWAY 75 MILEPOINT 238.25, 101.0
 DM1809'FEET WEST OF TRUNK HIGHWAY 75, 35.0 FEET SOUTH OF 130 AVENUE SOUTH,
 DM1809'22.0 FEET WEST OF POWER POLE WITH 2 GUY WIRES. 2.4 FEET NORTH OF
 DM1809'WITNESS POST.
 DM1809
 DM1809                          STATION RECOVERY (2021)
 DM1809
 DM1809'RECOVERY NOTE BY MN DEPT OF TRANSP 2021 (DAS)
 DM1809'RECOVERED IN GOOD CONDITION.
 DM1809
 DM1809                          STATION RECOVERY (2024)
 DM1809
 DM1809'RECOVERY NOTE BY MN DEPT OF TRANSP 2024 (MPP)
 DM1809'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DM7588 ***********************************************************************
 DM7588  DESIGNATION -  1406 AB
 DM7588  PID         -  DM7588
 DM7588  STATE/COUNTY-  MN/CLAY
 DM7588  COUNTRY     -  US
 DM7588  USGS QUAD   -  HICKSON (2018)
 DM7588
 DM7588                         *CURRENT SURVEY CONTROL
 DM7588  ______________________________________________________________________
 DM7588* NAD 83(1986) POSITION- 46 41 28.42   (N) 096 45 30.57   (W)   HD_HELD1
 DM7588* NAVD 88 ORTHO HEIGHT -   278.228 (meters)      912.82  (feet) ADJUSTED
 DM7588  ______________________________________________________________________
 DM7588  GEOID HEIGHT    -        -26.447 (meters)                     GEOID18
 DM7588  DYNAMIC HEIGHT  -        278.253 (meters)      912.90  (feet) COMP
 DM7588  MODELED GRAVITY -    980,698.0   (mgal)                       NAVD 88
 DM7588
 DM7588  VERT ORDER      -  SECOND    CLASS I
 DM7588
 DM7588.The horizontal coordinates were determined by differentially corrected
 DM7588.hand held GPS observations or other comparable positioning techniques
 DM7588.and have an estimated accuracy of +/- 3 meters.
 DM7588
 DM7588.The orthometric height was determined by differential leveling and
 DM7588.adjusted by the NATIONAL GEODETIC SURVEY
 DM7588.in August 2019.
 DM7588
 DM7588.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM7588.GEOID18 height accuracy estimate available here.
 DM7588
 DM7588.Click photographs - Photos may exist for this station.
 DM7588
 DM7588.The dynamic height is computed by dividing the NAVD 88
 DM7588.geopotential number by the normal gravity value computed on the
 DM7588.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM7588.degrees latitude (g = 980.6199 gals.).
 DM7588
 DM7588.The modeled gravity was interpolated from observed gravity values.
 DM7588
 DM7588;                    North         East    Units  Estimated Accuracy
 DM7588;SPC MN C     -   291,014.1     608,161.2     MT  (+/- 3 meters HH1 GPS) 
 DM7588
 DM7588_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPS7138873292(NAD 83)
 DM7588
 DM7588                          SUPERSEDED SURVEY CONTROL
 DM7588
 DM7588  NAVD 88 (11/28/11)  278.295  (m)          913.04   (f) SUPERSEDED  2 1
 DM7588
 DM7588.Superseded values are not recommended for survey control.
 DM7588
 DM7588.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DM7588.See file dsdata.pdf to determine how the superseded data were derived.
 DM7588
 DM7588_MARKER: DV = VERTICAL CONTROL DISK
 DM7588_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 DM7588_SP_SET: BOX CULVERT
 DM7588_STAMPING: 1406 AB 2009
 DM7588_MARK LOGO: MNDT
 DM7588_MAGNETIC: N = NO MAGNETIC MATERIAL
 DM7588_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DM7588+STABILITY: SURFACE MOTION
 DM7588_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DM7588+SATELLITE: SATELLITE OBSERVATIONS - April 01, 2009
 DM7588
 DM7588  HISTORY     - Date     Condition        Report By
 DM7588  HISTORY     - 19900401 MONUMENTED       MNDT
 DM7588  HISTORY     - 20090401 GOOD             MNDT
 DM7588
 DM7588                          STATION DESCRIPTION
 DM7588
 DM7588'DESCRIBED BY MN DEPT OF TRANSP 2009 (GC)
 DM7588'THE MARK IS 2.25 MI (3.6 KM) NORTH OF COMSTOCK.
 DM7588'
 DM7588'2.25 MILES NORTH ALONG TRUNK HIGHWAY 75 FROM THE JUNCTION OF TRUNK
 DM7588'HIGHWAY 75 AND COUNTY ROAD 2.
 DM7588'
 DM7588'IT IS 41 FT (12.5 M) EAST OF TRUNK HIGHWAY 75 AT MILE POINT 237.45,
 DM7588'SOUTHEAST CORNER OF BOX CULVERT NUMBER 8770 OVER WOLVERTON CREEK.
 DM7588'
 DM7588'NOTE-DISK SET 1990 BUT STAMPED DURING THE 2009 SURVEY.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DM1810 ***********************************************************************
 DM1810  DESIGNATION -  1406 AC
 DM1810  PID         -  DM1810
 DM1810  STATE/COUNTY-  MN/CLAY
 DM1810  COUNTRY     -  US
 DM1810  USGS QUAD   -  HICKSON (2018)
 DM1810
 DM1810                         *CURRENT SURVEY CONTROL
 DM1810  ______________________________________________________________________
 DM1810* NAD 83(2011) POSITION- 46 41 18.13874(N) 096 45 29.82495(W)   ADJUSTED
 DM1810* NAD 83(2011) ELLIP HT-   252.385 (meters)        (03/31/25)   ADJUSTED
 DM1810* NAD 83(2011) EPOCH   -  2010.00
 DM1810* NAVD 88 ORTHO HEIGHT -   278.756 (meters)      914.55  (feet) ADJUSTED
 DM1810  ______________________________________________________________________
 DM1810  GEOID HEIGHT    -        -26.443 (meters)                     GEOID18
 DM1810  NAD 83(2011) X  -   -515,811.400 (meters)                     COMP
 DM1810  NAD 83(2011) Y  - -4,352,676.346 (meters)                     COMP
 DM1810  NAD 83(2011) Z  -  4,618,253.170 (meters)                     COMP
 DM1810  LAPLACE CORR    -         -0.05  (seconds)                    DEFLEC18
 DM1810  DYNAMIC HEIGHT  -        278.782 (meters)      914.64  (feet) COMP
 DM1810  MODELED GRAVITY -    980,698.8   (mgal)                       NAVD 88
 DM1810
 DM1810  VERT ORDER      -  SECOND    CLASS I
 DM1810
 DM1810  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DM1810  Standards:
 DM1810         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DM1810            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DM1810  -------------------------------------------------------------------
 DM1810  NETWORK    1.18   1.84           0.54   0.40   0.94     -0.03728034
 DM1810  -------------------------------------------------------------------
 DM1810  Click here for local accuracies and other accuracy information.
 DM1810
 DM1810.The horizontal coordinates were established by GPS observations
 DM1810.and adjusted by the MN DEPT OF TRANSP in March 2025.
 DM1810
 DM1810.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DM1810.been affixed to the stable North American tectonic plate. See 
 DM1810.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DM1810
 DM1810.The horizontal coordinates are valid at the epoch date displayed above
 DM1810.which is a decimal equivalence of Year/Month/Day.
 DM1810
 DM1810.The orthometric height was determined by differential leveling and
 DM1810.adjusted by the NATIONAL GEODETIC SURVEY
 DM1810.in August 2019.
 DM1810
 DM1810.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM1810.GEOID18 height accuracy estimate available here.
 DM1810
 DM1810.Click photographs - Photos may exist for this station.
 DM1810
 DM1810.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DM1810
 DM1810.The Laplace correction was computed from DEFLEC18 derived deflections.
 DM1810
 DM1810.The ellipsoidal height was determined by GPS observations
 DM1810.and is referenced to NAD 83.
 DM1810
 DM1810.The dynamic height is computed by dividing the NAVD 88
 DM1810.geopotential number by the normal gravity value computed on the
 DM1810.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM1810.degrees latitude (g = 980.6199 gals.).
 DM1810
 DM1810.The modeled gravity was interpolated from observed gravity values.
 DM1810
 DM1810. The following values were computed from the NAD 83(2011) position.
 DM1810
 DM1810;                    North         East     Units Scale Factor Converg.
 DM1810;SPC MN C     -   290,696.304   608,166.936   MT  0.99994103   -1 48 52.1
 DM1810;SPC MN C     -   953,726.12  1,995,294.36   sFT  0.99994103   -1 48 52.1
 DM1810;UTM  14      - 5,172,975.538   671,413.551   MT  0.99996116   +1 37 53.6
 DM1810
 DM1810!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DM1810!SPC MN C     -   0.99996044  x   0.99994103  =   0.99990147
 DM1810!UTM  14      -   0.99996044  x   0.99996116  =   0.99992160
 DM1810
 DM1810:                Primary Azimuth Mark                     Grid Az
 DM1810:SPC MN C     -  1406 AA                                  001 18 51.3
 DM1810:UTM  14      -  1406 AA                                  357 52 05.6
 DM1810
 DM1810_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPS7141372975(NAD 83)
 DM1810
 DM1810|---------------------------------------------------------------------|
 DM1810| PID    Reference Object                     Distance      Geod. Az  |
 DM1810|                                                           dddmmss.s |
 DM1810| DM1809 1406 AA                             APPROX. 1.6 KM 3592959.2 |
 DM1810|---------------------------------------------------------------------|
 DM1810
 DM1810                          SUPERSEDED SURVEY CONTROL
 DM1810
 DM1810  NAD 83(2011)-  46 41 18.13817(N)    096 45 29.82398(W) AD(2010.00) 0
 DM1810  ELLIP H (06/27/12)  252.381  (m)                       GP(2010.00)    
 DM1810  NAD 83(2007)-  46 41 18.13837(N)    096 45 29.82498(W) AD(2002.00) 1
 DM1810  ELLIP H (01/24/11)  252.379  (m)                       GP(2002.00) 1 2
 DM1810  NAVD 88 (11/28/11)  278.823  (m)          914.77   (f) SUPERSEDED  2 1
 DM1810  NAVD 88             278.83   (m)          914.8    (f) LEVELING    3  
 DM1810
 DM1810.Superseded values are not recommended for survey control.
 DM1810
 DM1810.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DM1810.See file dsdata.pdf to determine how the superseded data were derived.
 DM1810
 DM1810_MARKER: I = METAL ROD
 DM1810_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DM1810_STAMPING: 1406 AC 2009
 DM1810_MARK LOGO: MNDT
 DM1810_PROJECTION: RECESSED 5 CENTIMETERS
 DM1810_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DM1810_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DM1810_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DM1810+SATELLITE: SATELLITE OBSERVATIONS - August 13, 2024
 DM1810_ROD/PIPE-DEPTH: 10.7 meters
 DM1810
 DM1810  HISTORY     - Date     Condition        Report By
 DM1810  HISTORY     - 20090930 MONUMENTED       MNDT
 DM1810  HISTORY     - 20240813 GOOD             MNDT
 DM1810
 DM1810                          STATION DESCRIPTION
 DM1810
 DM1810'DESCRIBED BY MN DEPT OF TRANSP 2009
 DM1810'THE MARK IS 2.05 MILES NORTH OF COMSTOCK, 2.05 MILES NORTH ALONG TRUNK
 DM1810'HIGHWAY 75 FROM JUNCTION OF TRUNK HIGHWAY 75 AND COUNTY ROAD 2 (0.5
 DM1810'MILE WEST OF COMSTOCK), AT TRUNK HIGHWAY 75 MILEPOINT 237.25, 83.0
 DM1810'FEET EAST OF TRUNK HIGHWAY 75, 37.5 FEET NORTH OF 140 AVENUE SOUTH,
 DM1810'2.8 FEET SOUTH OF WITNESS POST.
 DM1810
 DM1810                          STATION RECOVERY (2024)
 DM1810
 DM1810'RECOVERY NOTE BY MN DEPT OF TRANSP 2024 (MPP)
 DM1810'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DM1811 ***********************************************************************
 DM1811  DESIGNATION -  1406 AD
 DM1811  PID         -  DM1811
 DM1811  STATE/COUNTY-  MN/CLAY
 DM1811  COUNTRY     -  US
 DM1811  USGS QUAD   -  HICKSON (2018)
 DM1811
 DM1811                         *CURRENT SURVEY CONTROL
 DM1811  ______________________________________________________________________
 DM1811* NAD 83(2011) POSITION- 46 39 34.74180(N) 096 45 30.98601(W)   ADJUSTED
 DM1811* NAD 83(2011) ELLIP HT-   254.750 (meters)        (06/27/12)   ADJUSTED
 DM1811* NAD 83(2011) EPOCH   -  2010.00
 DM1811* NAVD 88 ORTHO HEIGHT -   281.105 (meters)      922.26  (feet) ADJUSTED
 DM1811  ______________________________________________________________________
 DM1811  GEOID HEIGHT    -        -26.421 (meters)                     GEOID18
 DM1811  NAD 83(2011) X  -   -516,109.446 (meters)                     COMP
 DM1811  NAD 83(2011) Y  - -4,354,981.642 (meters)                     COMP
 DM1811  NAD 83(2011) Z  -  4,616,064.071 (meters)                     COMP
 DM1811  LAPLACE CORR    -          0.57  (seconds)                    DEFLEC18
 DM1811  DYNAMIC HEIGHT  -        281.130 (meters)      922.34  (feet) COMP
 DM1811  MODELED GRAVITY -    980,695.9   (mgal)                       NAVD 88
 DM1811
 DM1811  VERT ORDER      -  SECOND    CLASS I
 DM1811
 DM1811  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DM1811  Standards:
 DM1811         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DM1811            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DM1811  -------------------------------------------------------------------
 DM1811  NETWORK    0.37   0.51           0.17   0.13   0.26      0.00254469
 DM1811  -------------------------------------------------------------------
 DM1811  Click here for local accuracies and other accuracy information.
 DM1811
 DM1811.The horizontal coordinates were established by GPS observations
 DM1811.and adjusted by the National Geodetic Survey in June 2012.
 DM1811
 DM1811.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DM1811.been affixed to the stable North American tectonic plate. See 
 DM1811.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DM1811
 DM1811.The horizontal coordinates are valid at the epoch date displayed above
 DM1811.which is a decimal equivalence of Year/Month/Day.
 DM1811
 DM1811.The orthometric height was determined by differential leveling and
 DM1811.adjusted by the NATIONAL GEODETIC SURVEY
 DM1811.in August 2019.
 DM1811
 DM1811.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM1811.GEOID18 height accuracy estimate available here.
 DM1811
 DM1811.Click photographs - Photos may exist for this station.
 DM1811
 DM1811.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DM1811
 DM1811.The Laplace correction was computed from DEFLEC18 derived deflections.
 DM1811
 DM1811.The ellipsoidal height was determined by GPS observations
 DM1811.and is referenced to NAD 83.
 DM1811
 DM1811.The dynamic height is computed by dividing the NAVD 88
 DM1811.geopotential number by the normal gravity value computed on the
 DM1811.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM1811.degrees latitude (g = 980.6199 gals.).
 DM1811
 DM1811.The modeled gravity was interpolated from observed gravity values.
 DM1811
 DM1811. The following values were computed from the NAD 83(2011) position.
 DM1811
 DM1811;                    North         East     Units Scale Factor Converg.
 DM1811;SPC MN C     -   287,506.083   608,041.178   MT  0.99993806   -1 48 52.9
 DM1811;SPC MN C     -   943,259.54  1,994,881.76   sFT  0.99993806   -1 48 52.9
 DM1811;UTM  14      - 5,169,783.456   671,479.758   MT  0.99996144   +1 37 49.9
 DM1811
 DM1811!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DM1811!SPC MN C     -   0.99996007  x   0.99993806  =   0.99989813
 DM1811!UTM  14      -   0.99996007  x   0.99996144  =   0.99992151
 DM1811
 DM1811:                Primary Azimuth Mark                     Grid Az
 DM1811:SPC MN C     -  1406 R RESET                             181 37 38.3
 DM1811:UTM  14      -  1406 R RESET                             178 10 55.5
 DM1811
 DM1811_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPS7147969783(NAD 83)
 DM1811
 DM1811|---------------------------------------------------------------------|
 DM1811| PID    Reference Object                     Distance      Geod. Az  |
 DM1811|                                                           dddmmss.s |
 DM1811| AH9833 TT 99 JA                            125.705 METERS 15857     |
 DM1811| DM1812 1406 R RESET                        APPROX. 1.6 KM 1794845.4 |
 DM1811|---------------------------------------------------------------------|
 DM1811
 DM1811                          SUPERSEDED SURVEY CONTROL
 DM1811
 DM1811  NAD 83(2007)-  46 39 34.74197(N)    096 45 30.98709(W) AD(2002.00) 1
 DM1811  ELLIP H (01/24/11)  254.748  (m)                       GP(2002.00) 1 2
 DM1811  NAVD 88 (11/28/11)  281.169  (m)          922.47   (f) SUPERSEDED  2 1
 DM1811  NAVD 88             281.17   (m)          922.5    (f) LEVELING    3  
 DM1811
 DM1811.Superseded values are not recommended for survey control.
 DM1811
 DM1811.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DM1811.See file dsdata.pdf to determine how the superseded data were derived.
 DM1811
 DM1811_MARKER: I = METAL ROD
 DM1811_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DM1811_STAMPING: 1406 AD 2009
 DM1811_MARK LOGO: MNDT
 DM1811_PROJECTION: RECESSED 5 CENTIMETERS
 DM1811_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DM1811_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DM1811_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DM1811+SATELLITE: SATELLITE OBSERVATIONS - August 13, 2024
 DM1811_ROD/PIPE-DEPTH: 6.7 meters
 DM1811
 DM1811  HISTORY     - Date     Condition        Report By
 DM1811  HISTORY     - 20090930 MONUMENTED       MNDT
 DM1811  HISTORY     - 20240813 GOOD             MNDT
 DM1811
 DM1811                          STATION DESCRIPTION
 DM1811
 DM1811'DESCRIBED BY MN DEPT OF TRANSP 2009
 DM1811'THE MARK IS 0.5 MILE WEST OF COMSTOCK, AT THE JUNCTION OF TRUNK
 DM1811'HIGHWAY 75 AND COUNTY ROAD 2 (160 AVENUE SOUTH), AT TRUNK HIGHWAY 75
 DM1811'MILEPOINT 235.25, 55.4 FEET WEST OF TRUNK HIGHWAY 75, 131.0 FEET NORTH
 DM1811'OF COUNTY ROAD2 (160 AVENUE SOUTH), 2.0 FEET SOUTHWEST OF RIGHT OF WAY
 DM1811'POST, 1.7 FEET NORTH OF WITNESS POST.
 DM1811
 DM1811                          STATION RECOVERY (2024)
 DM1811
 DM1811'RECOVERY NOTE BY MN DEPT OF TRANSP 2024 (MPP)
 DM1811'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DM7587 ***********************************************************************
 DM7587  DESIGNATION -  1406 AD 1
 DM7587  PID         -  DM7587
 DM7587  STATE/COUNTY-  MN/CLAY
 DM7587  COUNTRY     -  US
 DM7587  USGS QUAD   -  HICKSON (2018)
 DM7587
 DM7587                         *CURRENT SURVEY CONTROL
 DM7587  ______________________________________________________________________
 DM7587* NAD 83(1986) POSITION- 46 39 33.2    (N) 096 47 47.4    (W)   HD_HELD2
 DM7587* NAVD 88 ORTHO HEIGHT -   278.144 (meters)      912.54  (feet) ADJUSTED
 DM7587  ______________________________________________________________________
 DM7587  GEOID HEIGHT    -        -26.434 (meters)                     GEOID18
 DM7587  DYNAMIC HEIGHT  -        278.166 (meters)      912.62  (feet) COMP
 DM7587  MODELED GRAVITY -    980,685.0   (mgal)                       NAVD 88
 DM7587
 DM7587  VERT ORDER      -  SECOND    CLASS I
 DM7587
 DM7587.The horizontal coordinates were established by autonomous hand held GPS
 DM7587.observations and have an estimated accuracy of +/- 10 meters.
 DM7587
 DM7587.The orthometric height was determined by differential leveling and
 DM7587.adjusted by the NATIONAL GEODETIC SURVEY
 DM7587.in August 2019.
 DM7587
 DM7587.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM7587.GEOID18 height accuracy estimate available here.
 DM7587
 DM7587.Click photographs - Photos may exist for this station.
 DM7587
 DM7587.The dynamic height is computed by dividing the NAVD 88
 DM7587.geopotential number by the normal gravity value computed on the
 DM7587.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM7587.degrees latitude (g = 980.6199 gals.).
 DM7587
 DM7587.The modeled gravity was interpolated from observed gravity values.
 DM7587
 DM7587;                    North         East    Units  Estimated Accuracy
 DM7587;SPC MN C     -   287,551.      605,141.      MT  (+/- 10 meters HH2 GPS)
 DM7587
 DM7587_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPS6858269654(NAD 83)
 DM7587
 DM7587                          SUPERSEDED SURVEY CONTROL
 DM7587
 DM7587  NAVD 88 (11/28/11)  278.210  (m)          912.76   (f) SUPERSEDED  2 1
 DM7587
 DM7587.Superseded values are not recommended for survey control.
 DM7587
 DM7587.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DM7587.See file dsdata.pdf to determine how the superseded data were derived.
 DM7587
 DM7587_MARKER: DD = SURVEY DISK
 DM7587_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DM7587_SP_SET: BRIDGE RAILING
 DM7587_STAMPING: 1406 AD 1 2009
 DM7587_MARK LOGO: MNDT
 DM7587_MAGNETIC: N = NO MAGNETIC MATERIAL
 DM7587_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DM7587_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DM7587+SATELLITE: SATELLITE OBSERVATIONS - April 01, 2009
 DM7587
 DM7587  HISTORY     - Date     Condition        Report By
 DM7587  HISTORY     - 20090401 MONUMENTED       MNDT
 DM7587
 DM7587                          STATION DESCRIPTION
 DM7587
 DM7587'DESCRIBED BY MN DEPT OF TRANSP 2009
 DM7587'THE MARK IS 2.3 MI (3.7 KM) WEST OF COMSTOCK.
 DM7587'
 DM7587'1.8 MILES WEST ALONG COUNTY ROAD 2  FROM THE JUNCTION OF COUNTY ROAD 2
 DM7587'AND TRUNK HIGHWAY 75 AT MILE POINT 235.25, IN RAIL IN SOUTHEAST CORNER
 DM7587'OF COUNTY ROAD 2 BRIDGE NUMBER 14501OVER RED RIVER.
 DM7587'
 DM7587'IT IS 15.0 FT (4.6 M) SOUTH OF COUNTY ROAD 2.  DISK SET IN A DRILL
 DM7587'HOLE IN 2009.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DR9710 ***********************************************************************
 DR9710  DESIGNATION -  1406 AE
 DR9710  PID         -  DR9710
 DR9710  STATE/COUNTY-  MN/CLAY
 DR9710  COUNTRY     -  US
 DR9710  USGS QUAD   -  FARGO SOUTH (2018)
 DR9710
 DR9710                         *CURRENT SURVEY CONTROL
 DR9710  ______________________________________________________________________
 DR9710* NAD 83(2011) POSITION- 46 48 15.37611(N) 096 46 02.25754(W)   ADJUSTED
 DR9710* NAD 83(2011) ELLIP HT-   250.737 (meters)        (04/09/24)   ADJUSTED
 DR9710* NAD 83(2011) EPOCH   -  2010.00
 DR9710* NAVD 88 ORTHO HEIGHT -   277.235 (meters)      909.56  (feet) ADJUSTED
 DR9710  ______________________________________________________________________
 DR9710  GEOID HEIGHT    -        -26.569 (meters)                     GEOID18
 DR9710  NAD 83(2011) X  -   -515,389.861 (meters)                     COMP
 DR9710  NAD 83(2011) Y  - -4,343,275.279 (meters)                     COMP
 DR9710  NAD 83(2011) Z  -  4,627,080.848 (meters)                     COMP
 DR9710  LAPLACE CORR    -         -1.76  (seconds)                    DEFLEC18
 DR9710  DYNAMIC HEIGHT  -        277.255 (meters)      909.63  (feet) COMP
 DR9710  MODELED GRAVITY -    980,678.8   (mgal)                       NAVD 88
 DR9710
 DR9710  VERT ORDER      -  SECOND    CLASS I
 DR9710
 DR9710  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DR9710  Standards:
 DR9710         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DR9710            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DR9710  -------------------------------------------------------------------
 DR9710  NETWORK    0.75   1.35           0.34   0.26   0.69     -0.17057354
 DR9710  -------------------------------------------------------------------
 DR9710  Click here for local accuracies and other accuracy information.
 DR9710
 DR9710.The horizontal coordinates were established by GPS observations
 DR9710.and adjusted by the MN DEPT OF TRANSP in April 2024.
 DR9710
 DR9710.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DR9710.been affixed to the stable North American tectonic plate. See 
 DR9710.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DR9710
 DR9710.The horizontal coordinates are valid at the epoch date displayed above
 DR9710.which is a decimal equivalence of Year/Month/Day.
 DR9710
 DR9710.The orthometric height was determined by differential leveling and
 DR9710.adjusted by the NATIONAL GEODETIC SURVEY
 DR9710.in April 2024.
 DR9710
 DR9710.Significant digits in the geoid height do not necessarily reflect accuracy.
 DR9710.GEOID18 height accuracy estimate available here.
 DR9710
 DR9710.Click photographs - Photos may exist for this station.
 DR9710
 DR9710.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DR9710
 DR9710.The Laplace correction was computed from DEFLEC18 derived deflections.
 DR9710
 DR9710.The ellipsoidal height was determined by GPS observations
 DR9710.and is referenced to NAD 83.
 DR9710
 DR9710.The dynamic height is computed by dividing the NAVD 88
 DR9710.geopotential number by the normal gravity value computed on the
 DR9710.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DR9710.degrees latitude (g = 980.6199 gals.).
 DR9710
 DR9710.The modeled gravity was interpolated from observed gravity values.
 DR9710
 DR9710. The following values were computed from the NAD 83(2011) position.
 DR9710
 DR9710;                    North         East     Units Scale Factor Converg.
 DR9710;SPC MN C     -   303,595.032   607,887.549   MT  0.99995556   -1 49 15.5
 DR9710;SPC MN C     -   996,044.70  1,994,377.73   sFT  0.99995556   -1 49 15.5
 DR9710;UTM  14      - 5,185,834.263   670,358.999   MT  0.99995672   +1 37 41.1
 DR9710
 DR9710!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DR9710!SPC MN C     -   0.99996070  x   0.99995556  =   0.99991626
 DR9710!UTM  14      -   0.99996070  x   0.99995672  =   0.99991742
 DR9710
 DR9710_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPS7035885834(NAD 83)
 DR9710
 DR9710                          SUPERSEDED SURVEY CONTROL
 DR9710
 DR9710.No superseded survey control is available for this station.
 DR9710
 DR9710_MARKER: F = FLANGE-ENCASED ROD
 DR9710_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DR9710_STAMPING: 1406 AE 2022
 DR9710_MARK LOGO: MNDT
 DR9710_PROJECTION: RECESSED 10 CENTIMETERS
 DR9710_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DR9710_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DR9710_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DR9710+SATELLITE: SATELLITE OBSERVATIONS - June 27, 2023
 DR9710_ROD/PIPE-DEPTH: 22.0 meters
 DR9710
 DR9710  HISTORY     - Date     Condition        Report By
 DR9710  HISTORY     - 20220726 MONUMENTED       MNDT
 DR9710  HISTORY     - 20220926 GOOD             MNDT
 DR9710  HISTORY     - 20230627 GOOD             MNDT
 DR9710
 DR9710                          STATION DESCRIPTION
 DR9710
 DR9710'DESCRIBED BY MN DEPT OF TRANSP 2022 (RMJ)
 DR9710'THE MARK IS LOCATED ABOUT 10.0 MI (16.1 KM) NORTH OF COMSTOCK, 5.9 MI
 DR9710'(9.5 KM) SOUTH-SOUTHWEST OF DILWORTH AND 5.7 MI (9.2 KM)
 DR9710'WEST-NORTHWEST OF SABIN.
 DR9710'
 DR9710'THE MARK WAS LOCATED ABOUT 3.0 MI (4.8 KM) SOUTH OF MOORHEAD, 2.95 MI
 DR9710'(4.75 KM) SOUTH ALONG TRUNK HIGHWAY 75 FROM THE JUNCTION OF TRUNK
 DR9710'HIGHWAY 75 AND INTERSTATE HIGHWAY 94 IN MOORHEAD, AT TRUNK HIGHWAY 75
 DR9710'MILE POINT 245.4.
 DR9710'
 DR9710'IT IS 75.9 FT (23.1 M) EAST OF TRUNK HIGHWAY 75, 93.7 FT (28.6 M)
 DR9710'NORTH OF COUNTY ROAD 12 (60TH AVENUE SOUTH) AND 1.5 FT (0.5 M) WEST OF
 DR9710'A WITNESS POST.
 DR9710'
 DR9710'NOTE-THE STATION STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER
 DR9710'ALUMINUM ROD DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION
 DR9710'REMOVABLE DISK SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY
 DR9710'A SIX-INCH PVC PIPE BACK FILLED WITH WASHED SAND.
 DR9710
 DR9710                          STATION RECOVERY (2023)
 DR9710
 DR9710'RECOVERY NOTE BY MN DEPT OF TRANSP 2023 (AXH)
 DR9710'RECOVERED AS DESCRIBED
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DO9637 ***********************************************************************
 DO9637  DESIGNATION -  1406 D
 DO9637  PID         -  DO9637
 DO9637  STATE/COUNTY-  MN/FREEBORN
 DO9637  COUNTRY     -  US
 DO9637  USGS QUAD   -  BLOOMING PRAIRIE (2019)
 DO9637
 DO9637                         *CURRENT SURVEY CONTROL
 DO9637  ______________________________________________________________________
 DO9637* NAD 83(1986) POSITION- 43 45 39.16   (N) 093 06 51.91   (W)   HD_HELD1
 DO9637* NAVD 88 ORTHO HEIGHT -   372.069 (meters)     1220.70  (feet) ADJUSTED
 DO9637  ______________________________________________________________________
 DO9637  GEOID HEIGHT    -        -28.738 (meters)                     GEOID18
 DO9637  DYNAMIC HEIGHT  -        372.001 (meters)     1220.47  (feet) COMP
 DO9637  MODELED GRAVITY -    980,425.0   (mgal)                       NAVD 88
 DO9637
 DO9637  VERT ORDER      -  SECOND    CLASS I
 DO9637
 DO9637.The horizontal coordinates were determined by differentially corrected
 DO9637.hand held GPS observations or other comparable positioning techniques
 DO9637.and have an estimated accuracy of +/- 3 meters.
 DO9637
 DO9637.The orthometric height was determined by differential leveling and
 DO9637.adjusted by the NATIONAL GEODETIC SURVEY
 DO9637.in July 2014.
 DO9637
 DO9637.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO9637.GEOID18 height accuracy estimate available here.
 DO9637
 DO9637.Click photographs - Photos may exist for this station.
 DO9637
 DO9637.The dynamic height is computed by dividing the NAVD 88
 DO9637.geopotential number by the normal gravity value computed on the
 DO9637.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO9637.degrees latitude (g = 980.6199 gals.).
 DO9637
 DO9637.The modeled gravity was interpolated from observed gravity values.
 DO9637
 DO9637;                    North         East    Units  Estimated Accuracy
 DO9637;SPC MN S     -   184,930.0     871,312.7     MT  (+/- 3 meters HH1 GPS) 
 DO9637
 DO9637_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVJ9078945320(NAD 83)
 DO9637
 DO9637                          SUPERSEDED SURVEY CONTROL
 DO9637
 DO9637.No superseded survey control is available for this station.
 DO9637
 DO9637_MARKER: DB = BENCH MARK DISK
 DO9637_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 DO9637_STAMPING: 1406 D
 DO9637_MARK LOGO: MNHD
 DO9637_PROJECTION: FLUSH
 DO9637_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DO9637_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DO9637_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DO9637+SATELLITE: SATELLITE OBSERVATIONS - June 19, 2013
 DO9637
 DO9637  HISTORY     - Date     Condition        Report By
 DO9637  HISTORY     - 19650401 MONUMENTED       MNHD
 DO9637  HISTORY     - 20130619 GOOD             MNDT
 DO9637
 DO9637                          STATION DESCRIPTION
 DO9637
 DO9637'DESCRIBED BY MN DEPT OF TRANSP 2013 (KMS)
 DO9637'4.5 MILES EAST OF HOLLANDALE, 4.5 MILES EAST ALONG TRUNK HIGHWAY 251
 DO9637'FROM JUNCTION OF TRUNK HIGHWAY 251 AND COUNTY ROAD 28/CENTRAL AVENUE
 DO9637'IN HOLLANDALE, AT TRUNK HIGHWAY 251 MILEPOINT 10.55, 86.0 FEET SOUTH
 DO9637'OF TRUNK HIGHWAY 521, 48.0 FEET EAST OF COUNTY ROAD 34/880TH AVENUE.
 DO9637'SET DATE IS AN ESTIMATE IN REFERENCE TO OTHER SIMILAR MARKS IN THE
 DO9637'AREA.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DR9626 ***********************************************************************
 DR9626  DESIGNATION -  1406 P RESET
 DR9626  PID         -  DR9626
 DR9626  STATE/COUNTY-  MN/CLAY
 DR9626  COUNTRY     -  US
 DR9626  USGS QUAD   -  FARGO SOUTH (2018)
 DR9626
 DR9626                         *CURRENT SURVEY CONTROL
 DR9626  ______________________________________________________________________
 DR9626* NAD 83(2011) POSITION- 46 51 22.96989(N) 096 46 03.74160(W)   ADJUSTED
 DR9626* NAD 83(2011) ELLIP HT-   249.148 (meters)        (12/13/23)   ADJUSTED
 DR9626* NAD 83(2011) EPOCH   -  2010.00
 DR9626* NAVD 88 ORTHO HEIGHT -   275.596 (meters)      904.18  (feet) ADJUSTED
 DR9626  ______________________________________________________________________
 DR9626  GEOID HEIGHT    -        -26.526 (meters)                     GEOID18
 DR9626  NAD 83(2011) X  -   -514,923.081 (meters)                     COMP
 DR9626  NAD 83(2011) Y  - -4,339,074.845 (meters)                     COMP
 DR9626  NAD 83(2011) Z  -  4,631,043.102 (meters)                     COMP
 DR9626  LAPLACE CORR    -         -2.61  (seconds)                    DEFLEC18
 DR9626  DYNAMIC HEIGHT  -        275.618 (meters)      904.26  (feet) COMP
 DR9626  MODELED GRAVITY -    980,688.5   (mgal)                       NAVD 88
 DR9626
 DR9626  VERT ORDER      -  SECOND    CLASS I
 DR9626
 DR9626  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DR9626  Standards:
 DR9626         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DR9626            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DR9626  -------------------------------------------------------------------
 DR9626  NETWORK    0.60   1.47           0.27   0.21   0.75     -0.13780418
 DR9626  -------------------------------------------------------------------
 DR9626  Click here for local accuracies and other accuracy information.
 DR9626
 DR9626.The horizontal coordinates were established by GPS observations
 DR9626.and adjusted by the MN DEPT OF TRANSP in December 2023.
 DR9626
 DR9626.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DR9626.been affixed to the stable North American tectonic plate. See 
 DR9626.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DR9626
 DR9626.The horizontal coordinates are valid at the epoch date displayed above
 DR9626.which is a decimal equivalence of Year/Month/Day.
 DR9626
 DR9626.The orthometric height was determined by differential leveling and
 DR9626.adjusted by the NATIONAL GEODETIC SURVEY
 DR9626.in April 2024.
 DR9626
 DR9626.Significant digits in the geoid height do not necessarily reflect accuracy.
 DR9626.GEOID18 height accuracy estimate available here.
 DR9626
 DR9626.Click photographs - Photos may exist for this station.
 DR9626
 DR9626.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DR9626
 DR9626.The Laplace correction was computed from DEFLEC18 derived deflections.
 DR9626
 DR9626.The ellipsoidal height was determined by GPS observations
 DR9626.and is referenced to NAD 83.
 DR9626
 DR9626.The dynamic height is computed by dividing the NAVD 88
 DR9626.geopotential number by the normal gravity value computed on the
 DR9626.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DR9626.degrees latitude (g = 980.6199 gals.).
 DR9626
 DR9626.The modeled gravity was interpolated from observed gravity values.
 DR9626
 DR9626. The following values were computed from the NAD 83(2011) position.
 DR9626
 DR9626;                    North         East     Units Scale Factor Converg.
 DR9626;SPC MN C     -   309,385.742   608,040.200   MT  0.99996344   -1 49 16.6
 DR9626;SPC MN C     - 1,015,043.06  1,994,878.56   sFT  0.99996344   -1 49 16.6
 DR9626;UTM  14      - 5,191,623.648   670,162.929   MT  0.99995590   +1 37 45.0
 DR9626
 DR9626!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DR9626!SPC MN C     -   0.99996095  x   0.99996344  =   0.99992439
 DR9626!UTM  14      -   0.99996095  x   0.99995590  =   0.99991685
 DR9626
 DR9626_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPS7016291623(NAD 83)
 DR9626
 DR9626                          SUPERSEDED SURVEY CONTROL
 DR9626
 DR9626  NAVD 88             275.59   (m)          904.2    (f) LEVELING    3  
 DR9626
 DR9626.Superseded values are not recommended for survey control.
 DR9626
 DR9626.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DR9626.See file dsdata.pdf to determine how the superseded data were derived.
 DR9626
 DR9626_MARKER: I = METAL ROD
 DR9626_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DR9626_STAMPING: 1406 P RESET 2022
 DR9626_MARK LOGO: MNDT
 DR9626_PROJECTION: RECESSED 8 CENTIMETERS
 DR9626_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DR9626_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DR9626_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DR9626+SATELLITE: SATELLITE OBSERVATIONS - June 27, 2023
 DR9626_ROD/PIPE-DEPTH: 15.2 meters
 DR9626
 DR9626  HISTORY     - Date     Condition        Report By
 DR9626  HISTORY     - 20220615 MONUMENTED       MNDT
 DR9626  HISTORY     - 20220924 GOOD             MNDT
 DR9626  HISTORY     - 20230627 GOOD             MNDT
 DR9626
 DR9626                          STATION DESCRIPTION
 DR9626
 DR9626'DESCRIBED BY MN DEPT OF TRANSP 2022 (KMS)
 DR9626'THE MARK IS LOCATED ABOUT 9.1 MI (14.6 KM) WEST OF GLYNDON, 7.6 MI
 DR9626'(12.2 KM) NORTHWEST OF SABIN AND 3.4 MI (5.5 KM) WEST-SOUTHWEST OF
 DR9626'DILWORTH.
 DR9626'
 DR9626'THE MARK WAS LOCATED ABOUT IN MOORHEAD, 0.7 MI (1.1 KM) NORTH ALONG
 DR9626'TRUNK HIGHWAY 75 FROM THE JUNCTION OF TRUNK HIGHWAY 75 AND INTERSTATE
 DR9626'HIGHWAY 94 IN MOORHEAD, AT TRUNK HIGHWAY 75 MILE POINT 249.05.
 DR9626'
 DR9626'IT IS 96.0 FT (29.3 M) EAST OF TRUNK HIGHWAY 75 (SOUTH EIGHTH STREET),
 DR9626'35.0 FT (10.7 M) NORTH OF SOUTH 18TH AVENUE, 20.1 FT (6.1 M) NORTH OF
 DR9626'THE BACK OF A SOUTH 18TH AVENUE CURB, 133.5 FT (40.7 M) SOUTHEAST OF A
 DR9626'FIRE HYDRANT, 25.0 FT (7.6 M) EAST OF THE EAST EDGE OF A SIDEWALK AND
 DR9626'70.1 FT (21.4 M) EAST OF THE BACK OF A TRUNK HIGHWAY 75 CURB.
 DR9626'
 DR9626'NOTE-THE STATION STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER
 DR9626'ALUMINUM ROD DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION
 DR9626'REMOVABLE DISK SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY
 DR9626'A SIX-INCH PVC PIPE BACK FILLED WITH WASHED SAND.
 DR9626
 DR9626                          STATION RECOVERY (2023)
 DR9626
 DR9626'RECOVERY NOTE BY MN DEPT OF TRANSP 2023 (JXA)
 DR9626'IN MOORHEAD, 0.7 MILE NORTH ALONG TRUNK HIGHWAY 75 FROM THE JUNCTION
 DR9626'OF TRUNK HIGHWAY 75 AND INTERSTATE HIGHWAY 94 IN MOORHEAD, AT TRUNK
 DR9626'HIGHWAY 75 MILEPOINT 249.05, 96.0 FEET EAST OF TRUNK HIGHWAY 75 (SOUTH
 DR9626'8TH STREET), 35.0 FEET NORTH OF SOUTH 18TH AVENUE, 20.1 FEET NORTH OF
 DR9626'THE BACK OF A SOUTH 18TH AVENUE CURB, 133.5 FEET SOUTHEAST OF A FIRE
 DR9626'HYDRANT, 25.0 FEET EAST OF THE EAST EDGE OF A SIDEWALK, 70.1 FEET EAST
 DR9626'OF THE BACK OF A TRUNK HIGHWAY 75 CURB.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DF8002 ***********************************************************************
 DF8002  DESIGNATION -  1406 Q
 DF8002  PID         -  DF8002
 DF8002  STATE/COUNTY-  MN/CLAY
 DF8002  COUNTRY     -  US
 DF8002  USGS QUAD   -  FARGO SOUTH (2018)
 DF8002
 DF8002                         *CURRENT SURVEY CONTROL
 DF8002  ______________________________________________________________________
 DF8002* NAD 83(2011) POSITION- 46 51 58.14740(N) 096 46 04.38571(W)   ADJUSTED
 DF8002* NAD 83(2011) ELLIP HT-   248.389 (meters)        (06/27/12)   ADJUSTED
 DF8002* NAD 83(2011) EPOCH   -  2010.00
 DF8002* NAVD 88 ORTHO HEIGHT -   274.822 (meters)      901.65  (feet) ADJUSTED
 DF8002  ______________________________________________________________________
 DF8002  GEOID HEIGHT    -        -26.513 (meters)                     GEOID18
 DF8002  NAD 83(2011) X  -   -514,843.153 (meters)                     COMP
 DF8002  NAD 83(2011) Y  - -4,338,285.554 (meters)                     COMP
 DF8002  NAD 83(2011) Z  -  4,631,785.342 (meters)                     COMP
 DF8002  LAPLACE CORR    -         -2.88  (seconds)                    DEFLEC18
 DF8002  DYNAMIC HEIGHT  -        274.845 (meters)      901.72  (feet) COMP
 DF8002  MODELED GRAVITY -    980,690.5   (mgal)                       NAVD 88
 DF8002
 DF8002  VERT ORDER      -  SECOND    CLASS I
 DF8002
 DF8002  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DF8002  Standards:
 DF8002         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DF8002            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DF8002  -------------------------------------------------------------------
 DF8002  NETWORK    0.40   0.59           0.18   0.14   0.30     -0.07733831
 DF8002  -------------------------------------------------------------------
 DF8002  Click here for local accuracies and other accuracy information.
 DF8002
 DF8002.The horizontal coordinates were established by GPS observations
 DF8002.and adjusted by the National Geodetic Survey in June 2012.
 DF8002
 DF8002.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DF8002.been affixed to the stable North American tectonic plate. See 
 DF8002.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DF8002
 DF8002.The horizontal coordinates are valid at the epoch date displayed above
 DF8002.which is a decimal equivalence of Year/Month/Day.
 DF8002
 DF8002.The orthometric height was determined by differential leveling and
 DF8002.adjusted by the NATIONAL GEODETIC SURVEY
 DF8002.in April 2024.
 DF8002
 DF8002.Significant digits in the geoid height do not necessarily reflect accuracy.
 DF8002.GEOID18 height accuracy estimate available here.
 DF8002
 DF8002.Click photographs - Photos may exist for this station.
 DF8002
 DF8002.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DF8002
 DF8002.The Laplace correction was computed from DEFLEC18 derived deflections.
 DF8002
 DF8002.The ellipsoidal height was determined by GPS observations
 DF8002.and is referenced to NAD 83.
 DF8002
 DF8002.The dynamic height is computed by dividing the NAVD 88
 DF8002.geopotential number by the normal gravity value computed on the
 DF8002.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DF8002.degrees latitude (g = 980.6199 gals.).
 DF8002
 DF8002.The modeled gravity was interpolated from observed gravity values.
 DF8002
 DF8002. The following values were computed from the NAD 83(2011) position.
 DF8002
 DF8002;                    North         East     Units Scale Factor Converg.
 DF8002;SPC MN C     -   310,471.871   608,061.088   MT  0.99996501   -1 49 17.1
 DF8002;SPC MN C     - 1,018,606.46  1,994,947.09   sFT  0.99996501   -1 49 17.1
 DF8002;UTM  14      - 5,192,709.055   670,118.409   MT  0.99995571   +1 37 45.5
 DF8002
 DF8002!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF8002!SPC MN C     -   0.99996107  x   0.99996501  =   0.99992608
 DF8002!UTM  14      -   0.99996107  x   0.99995571  =   0.99991678
 DF8002
 DF8002:                Primary Azimuth Mark                     Grid Az
 DF8002:SPC MN C     -  1406 P                                   181 06 06.2
 DF8002:UTM  14      -  1406 P                                   177 39 03.6
 DF8002
 DF8002_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPS7011892709(NAD 83)
 DF8002
 DF8002|---------------------------------------------------------------------|
 DF8002| PID    Reference Object                     Distance      Geod. Az  |
 DF8002|                                                           dddmmss.s |
 DF8002| DF8001 1406 P                              APPROX. 1.1 KM 1791649.1 |
 DF8002|---------------------------------------------------------------------|
 DF8002
 DF8002                          SUPERSEDED SURVEY CONTROL
 DF8002
 DF8002  NAD 83(2007)-  46 51 58.14813(N)    096 46 04.38717(W) AD(2002.00) 1
 DF8002  ELLIP H (01/24/11)  248.409  (m)                       GP(2002.00) 1 2
 DF8002  NAVD 88 (08/26/19)  274.819  (m)          901.64   (f) SUPERSEDED  2 1
 DF8002  NAVD 88             274.90   (m)          901.9    (f) LEVELING    3  
 DF8002  NAVD 88 (04/16/04)  274.897  (m)          901.89   (f) SUPERSEDED  2 1
 DF8002
 DF8002.Superseded values are not recommended for survey control.
 DF8002
 DF8002.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF8002.See file dsdata.pdf to determine how the superseded data were derived.
 DF8002
 DF8002_MARKER: DD = SURVEY DISK
 DF8002_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DF8002_STAMPING: 1406 Q 1994
 DF8002_MARK LOGO: MNDT
 DF8002_PROJECTION: FLUSH
 DF8002_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DF8002_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DF8002_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF8002+SATELLITE: SATELLITE OBSERVATIONS - June 27, 2023
 DF8002_ROD/PIPE-DEPTH: 15.2 meters
 DF8002
 DF8002  HISTORY     - Date     Condition        Report By
 DF8002  HISTORY     - 19940808 MONUMENTED       MNDT
 DF8002  HISTORY     - 20090916 GOOD             MNDT
 DF8002  HISTORY     - 20211102 POOR             MNDT
 DF8002  HISTORY     - 20220615 GOOD             MNDT
 DF8002  HISTORY     - 20220919 GOOD             MNDT
 DF8002  HISTORY     - 20230627 GOOD             MNDT
 DF8002
 DF8002                          STATION DESCRIPTION
 DF8002
 DF8002'DESCRIBED BY MN DEPT OF TRANSP 1994 (WAS)
 DF8002'IN MOORHEAD, 1.35 MI (2.17 KM) NORTH ALONG TH 75 (SOUTH EIGHTH ST)
 DF8002'FROM JCT OF TH 75 AND FAI 94 IN MOORHEAD, AT TH 75 MP 249.7, 39.5 FT
 DF8002'(12.0 M) EAST OF TH 75, 108.3 FT (33.0 M) SOUTH OF NORTH BRICK GATE
 DF8002'POST OF PRAIRIE HOME CEMETARY, 80.4 SOUTH OF SOUTH BRICK GATE POST OF
 DF8002'PRAIRIE HOME CEMETARY, 13.4 FT (4.1 M) EAST OF BACK OF CURB, 5.4 FT
 DF8002'(1.6 M) EAST OF EAST EDGE OF SIDEWALK, 1.8 FT (0.5 M) WEST OF WROUGHT
 DF8002'IRON FENCE, MARK IS MNDT ALUMINUM DISK ON 50 FT (15.2 M) LONG DRIVEN
 DF8002'ROD.
 DF8002
 DF8002                          STATION RECOVERY (2009)
 DF8002
 DF8002'RECOVERY NOTE BY MN DEPT OF TRANSP 2009 (KMS)
 DF8002'THE MARK WAS RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.
 DF8002'THE MARK IS IN MOORHEAD, 1.35 MILES NORTH ALONG TRUNK HIGHWAY 75
 DF8002'(SOUTH 8TH ST) FROM JUNCTION OF TRUNK HIGHWAY 75 AND INTERSTATE
 DF8002'HIGHWAY 94 IN MOORHEAD, AT TRUNK HIGHWAY 75 MILEPOINT 249.7, 39.5 FEET
 DF8002'EAST OF TRUNK HIGHWAY 75, 108.3 FEET SOUTH OF NORTH BRICK GATE POST AT
 DF8002'PRAIRIE HOME CEMETERY, 80.4 FEET SOUTH OF SOUTH BRICK GATE POST AT
 DF8002'CEMETERY, 13.4 FEET EAST OF BACK OF CURB, 5.4 FEET EAST OF EAST EDGE
 DF8002'OF SIDEWALK, 1.8 FEET WEST OF WROUGHT IRON FENCE.
 DF8002
 DF8002                          STATION RECOVERY (2021)
 DF8002
 DF8002'RECOVERY NOTE BY MN DEPT OF TRANSP 2021 (KMS)
 DF8002'MARK RECOVERED IN POOR CONDITION.
 DF8002
 DF8002                          STATION RECOVERY (2022)
 DF8002
 DF8002'RECOVERY NOTE BY MN DEPT OF TRANSP 2022 (KMS)
 DF8002'RECOVERED IN GOOD CONDITION.
 DF8002
 DF8002                          STATION RECOVERY (2022)
 DF8002
 DF8002'RECOVERY NOTE BY MN DEPT OF TRANSP 2022 (KMS)
 DF8002'THE MARK IS LOCATED ABOUT 9.0 MI (14.5 KM) WEST OF GLYNDON, 8.1 MI
 DF8002'(13.0 KM) NORTHWEST OF SABIN AND 3.2 MI (5.1 KM) WEST-SOUTHWEST OF
 DF8002'DILWORTH.
 DF8002'
 DF8002'THE MARK WAS LOCATED ABOUT IN MOORHEAD, 1.35 MI (2.17 KM) NORTH ALONG
 DF8002'TRUNK HIGHWAY 75 (SOUTH EIGHTH STREET) FROM THE JUNCTION OF TRUNK
 DF8002'HIGHWAY 75 AND INTERSTATE HIGHWAY 94 IN MOORHEAD, AT TRUNK HIGHWAY 75
 DF8002'MILE POINT 249.7, 39.5 FT (12.0 M) EAST OF TRUNK HIGHWAY 75.
 DF8002'
 DF8002'IT IS 108.3 FT (33.0 M) SOUTH OF A NORTH BRICK GATE POST AT THE
 DF8002'PRAIRIE HOME CEMETERY, 80.4 FT (24.5 M) SOUTH OF A SOUTH BRICK GATE
 DF8002'POST AT A CEMETERY, 13.4 FT (4.1 M) EAST OF THE BACK OF A CURB, 5.4 FT
 DF8002'(1.6 M) EAST OF THE EAST EDGE OF A SIDEWALK AND 1.8 FT (0.5 M) WEST OF
 DF8002'A WROUGHT IRON FENCE.
 DF8002'
 DF8002'NOTE-THE STATION STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER
 DF8002'ALUMINUM ROD DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION
 DF8002'REMOVABLE DISK SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY
 DF8002'A SIX-INCH PVC PIPE BACK FILLED WITH WASHED SAND.
 DF8002
 DF8002                          STATION RECOVERY (2023)
 DF8002
 DF8002'RECOVERY NOTE BY MN DEPT OF TRANSP 2023 (JXP)
 DF8002'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DM1812 ***********************************************************************
 DM1812  DESIGNATION -  1406 R RESET
 DM1812  PID         -  DM1812
 DM1812  STATE/COUNTY-  MN/CLAY
 DM1812  COUNTRY     -  US
 DM1812  USGS QUAD   -  HICKSON (2018)
 DM1812
 DM1812                         *CURRENT SURVEY CONTROL
 DM1812  ______________________________________________________________________
 DM1812* NAD 83(2011) POSITION- 46 38 41.48178(N) 096 45 30.73308(W)   ADJUSTED
 DM1812* NAD 83(2011) ELLIP HT-   255.087 (meters)        (06/27/12)   ADJUSTED
 DM1812* NAD 83(2011) EPOCH   -  2010.00
 DM1812* NAVD 88 ORTHO HEIGHT -   281.453 (meters)      923.40  (feet) ADJUSTED
 DM1812  ______________________________________________________________________
 DM1812  GEOID HEIGHT    -        -26.423 (meters)                     GEOID18
 DM1812  NAD 83(2011) X  -   -516,244.886 (meters)                     COMP
 DM1812  NAD 83(2011) Y  - -4,356,170.204 (meters)                     COMP
 DM1812  NAD 83(2011) Z  -  4,614,935.369 (meters)                     COMP
 DM1812  LAPLACE CORR    -          0.70  (seconds)                    DEFLEC18
 DM1812  DYNAMIC HEIGHT  -        281.476 (meters)      923.48  (feet) COMP
 DM1812  MODELED GRAVITY -    980,689.4   (mgal)                       NAVD 88
 DM1812
 DM1812  VERT ORDER      -  SECOND    CLASS I
 DM1812
 DM1812  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DM1812  Standards:
 DM1812         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DM1812            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DM1812  -------------------------------------------------------------------
 DM1812  NETWORK    0.36   0.53           0.16   0.13   0.27     -0.00303636
 DM1812  -------------------------------------------------------------------
 DM1812  Click here for local accuracies and other accuracy information.
 DM1812
 DM1812.The horizontal coordinates were established by GPS observations
 DM1812.and adjusted by the National Geodetic Survey in June 2012.
 DM1812
 DM1812.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DM1812.been affixed to the stable North American tectonic plate. See 
 DM1812.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DM1812
 DM1812.The horizontal coordinates are valid at the epoch date displayed above
 DM1812.which is a decimal equivalence of Year/Month/Day.
 DM1812
 DM1812.The orthometric height was determined by differential leveling and
 DM1812.adjusted by the NATIONAL GEODETIC SURVEY
 DM1812.in August 2019.
 DM1812
 DM1812.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM1812.GEOID18 height accuracy estimate available here.
 DM1812
 DM1812.Click photographs - Photos may exist for this station.
 DM1812
 DM1812.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DM1812
 DM1812.The Laplace correction was computed from DEFLEC18 derived deflections.
 DM1812
 DM1812.The ellipsoidal height was determined by GPS observations
 DM1812.and is referenced to NAD 83.
 DM1812
 DM1812.The dynamic height is computed by dividing the NAVD 88
 DM1812.geopotential number by the normal gravity value computed on the
 DM1812.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM1812.degrees latitude (g = 980.6199 gals.).
 DM1812
 DM1812.The modeled gravity was interpolated from observed gravity values.
 DM1812
 DM1812. The following values were computed from the NAD 83(2011) position.
 DM1812
 DM1812;                    North         East     Units Scale Factor Converg.
 DM1812;SPC MN C     -   285,862.230   607,994.476   MT  0.99993663   -1 48 52.7
 DM1812;SPC MN C     -   937,866.33  1,994,728.54   sFT  0.99993663   -1 48 52.7
 DM1812;UTM  14      - 5,168,139.727   671,531.923   MT  0.99996167   +1 37 48.7
 DM1812
 DM1812!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DM1812!SPC MN C     -   0.99996002  x   0.99993663  =   0.99989665
 DM1812!UTM  14      -   0.99996002  x   0.99996167  =   0.99992169
 DM1812
 DM1812:                Primary Azimuth Mark                     Grid Az
 DM1812:SPC MN C     -  1406 AD                                  001 37 38.3
 DM1812:UTM  14      -  1406 AD                                  358 10 56.9
 DM1812
 DM1812_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPS7153168139(NAD 83)
 DM1812
 DM1812|---------------------------------------------------------------------|
 DM1812| PID    Reference Object                     Distance      Geod. Az  |
 DM1812|                                                           dddmmss.s |
 DM1812| DM1811 1406 AD                             APPROX. 1.6 KM 3594845.6 |
 DM1812|---------------------------------------------------------------------|
 DM1812
 DM1812                          SUPERSEDED SURVEY CONTROL
 DM1812
 DM1812  NAD 83(2007)-  46 38 41.48190(N)    096 45 30.73420(W) AD(2002.00) 1
 DM1812  ELLIP H (01/24/11)  255.087  (m)                       GP(2002.00) 1 2
 DM1812  NAVD 88 (11/28/11)  281.514  (m)          923.60   (f) SUPERSEDED  2 1
 DM1812  NAVD 88             281.52   (m)          923.6    (f) LEVELING    3  
 DM1812
 DM1812.Superseded values are not recommended for survey control.
 DM1812
 DM1812.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DM1812.See file dsdata.pdf to determine how the superseded data were derived.
 DM1812
 DM1812_MARKER: I = METAL ROD
 DM1812_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DM1812_STAMPING: 1406 R RESET 2009
 DM1812_MARK LOGO: MNDT
 DM1812_PROJECTION: RECESSED 10 CENTIMETERS
 DM1812_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DM1812_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DM1812_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DM1812+SATELLITE: SATELLITE OBSERVATIONS - August 13, 2024
 DM1812_ROD/PIPE-DEPTH: 10.7 meters
 DM1812
 DM1812  HISTORY     - Date     Condition        Report By
 DM1812  HISTORY     - 20090922 MONUMENTED       MNDT
 DM1812  HISTORY     - 20130813 GOOD             MNDT
 DM1812  HISTORY     - 20210713 GOOD             MNDT
 DM1812  HISTORY     - 20240813 GOOD             MNDT
 DM1812
 DM1812                          STATION DESCRIPTION
 DM1812
 DM1812'DESCRIBED BY MN DEPT OF TRANSP 2009
 DM1812'THE MARK IS 1.0 MILE SOUTH SOUTHWEST OF COMSTOCK, 1.0 MILE SOUTH ALONG
 DM1812'TRUNK HIGHWAY 75 FROM THE JUNCTION OF COUNTY ROAD 22 IN COMSTOCK, 79.5
 DM1812'FEET WEST OF TRUNK HIGHWAY 75 AT MILEPOINT 234.25, 17.5 FEET NORTH OF
 DM1812'170 AVE SOUTH, 31.7 FEET SOUTH OF TELEPHONE CABLE MARKER POST, 18 FEET
 DM1812'EAST OF FIELD ENTRANCE, 4.9 FEET WEST OF WITNESS POST.
 DM1812
 DM1812                          STATION RECOVERY (2013)
 DM1812
 DM1812'RECOVERY NOTE BY MN DEPT OF TRANSP 2013 (DJS)
 DM1812'1.0 MI (1.6 KM) SOUTH-SOUTHWEST OF COMSTOCK, 1.0 MI (1.6 KM) SOUTH
 DM1812'ALONG TRUNK HIGHWAY 75  FROM THE JUNCTION OF TRUNK HIGHWAY 75 AND
 DM1812'COUNTY ROAD 22 IN COMSTOCK, TO TRUNK HIGHWAY 75 MILE POINT 234.25,
 DM1812'79.5 FT (24.2 M) WEST OF TRUNK HIGHWAY 75, 17.5 FT (5.3 M) NORTH OF
 DM1812'170TH AVENUE SOUTH, 31.7 FT (9.7 M) SOUTH OF TELEPHONE CABLE MARKER
 DM1812'POST, 18.0 FT (5.5 M) EAST OF A FIELD ENTRANCE, 4.9 FT (1.5 M) WEST OF
 DM1812'A WITNESS POST.
 DM1812
 DM1812                          STATION RECOVERY (2021)
 DM1812
 DM1812'RECOVERY NOTE BY MN DEPT OF TRANSP 2021 (DAS)
 DM1812'RECOVERED IN GOOD CONDITION.
 DM1812
 DM1812                          STATION RECOVERY (2024)
 DM1812
 DM1812'RECOVERY NOTE BY MN DEPT OF TRANSP 2024 (MPP)
 DM1812'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DM1813 ***********************************************************************
 DM1813  DESIGNATION -  1406 S RESET
 DM1813  PID         -  DM1813
 DM1813  STATE/COUNTY-  MN/CLAY
 DM1813  COUNTRY     -  US
 DM1813  USGS QUAD   -  HICKSON (2018)
 DM1813
 DM1813                         *CURRENT SURVEY CONTROL
 DM1813  ______________________________________________________________________
 DM1813* NAD 83(2011) POSITION- 46 39 33.95321(N) 096 46 45.81219(W)   ADJUSTED
 DM1813* NAD 83(2011) ELLIP HT-   254.130 (meters)        (06/27/12)   ADJUSTED
 DM1813* NAD 83(2011) EPOCH   -  2010.00
 DM1813* NAVD 88 ORTHO HEIGHT -   280.499 (meters)      920.27  (feet) ADJUSTED
 DM1813  ______________________________________________________________________
 DM1813  GEOID HEIGHT    -        -26.427 (meters)                     GEOID18
 DM1813  NAD 83(2011) X  -   -517,691.298 (meters)                     COMP
 DM1813  NAD 83(2011) Y  - -4,354,811.292 (meters)                     COMP
 DM1813  NAD 83(2011) Z  -  4,616,046.907 (meters)                     COMP
 DM1813  LAPLACE CORR    -          0.98  (seconds)                    DEFLEC18
 DM1813  DYNAMIC HEIGHT  -        280.522 (meters)      920.35  (feet) COMP
 DM1813  MODELED GRAVITY -    980,689.5   (mgal)                       NAVD 88
 DM1813
 DM1813  VERT ORDER      -  SECOND    CLASS I
 DM1813
 DM1813  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DM1813  Standards:
 DM1813         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DM1813            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DM1813  -------------------------------------------------------------------
 DM1813  NETWORK    0.33   0.49           0.15   0.12   0.25      0.04189246
 DM1813  -------------------------------------------------------------------
 DM1813  Click here for local accuracies and other accuracy information.
 DM1813
 DM1813.The horizontal coordinates were established by GPS observations
 DM1813.and adjusted by the National Geodetic Survey in June 2012.
 DM1813
 DM1813.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DM1813.been affixed to the stable North American tectonic plate. See 
 DM1813.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DM1813
 DM1813.The horizontal coordinates are valid at the epoch date displayed above
 DM1813.which is a decimal equivalence of Year/Month/Day.
 DM1813
 DM1813.The orthometric height was determined by differential leveling and
 DM1813.adjusted by the NATIONAL GEODETIC SURVEY
 DM1813.in August 2019.
 DM1813
 DM1813.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM1813.GEOID18 height accuracy estimate available here.
 DM1813
 DM1813.Click photographs - Photos may exist for this station.
 DM1813
 DM1813.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DM1813
 DM1813.The Laplace correction was computed from DEFLEC18 derived deflections.
 DM1813
 DM1813.The ellipsoidal height was determined by GPS observations
 DM1813.and is referenced to NAD 83.
 DM1813
 DM1813.The dynamic height is computed by dividing the NAVD 88
 DM1813.geopotential number by the normal gravity value computed on the
 DM1813.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM1813.degrees latitude (g = 980.6199 gals.).
 DM1813
 DM1813.The modeled gravity was interpolated from observed gravity values.
 DM1813
 DM1813. The following values were computed from the NAD 83(2011) position.
 DM1813
 DM1813;                    North         East     Units Scale Factor Converg.
 DM1813;SPC MN C     -   287,532.329   606,450.465   MT  0.99993804   -1 49 47.0
 DM1813;SPC MN C     -   943,345.65  1,989,662.90   sFT  0.99993804   -1 49 47.0
 DM1813;UTM  14      - 5,169,714.061   669,890.311   MT  0.99995478   +1 36 55.5
 DM1813
 DM1813!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DM1813!SPC MN C     -   0.99996017  x   0.99993804  =   0.99989821
 DM1813!UTM  14      -   0.99996017  x   0.99995478  =   0.99991495
 DM1813
 DM1813_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPS6989069714(NAD 83)
 DM1813
 DM1813                          SUPERSEDED SURVEY CONTROL
 DM1813
 DM1813  NAD 83(2007)-  46 39 33.95333(N)    096 46 45.81336(W) AD(2002.00) 1
 DM1813  ELLIP H (01/24/11)  254.130  (m)                       GP(2002.00) 1 2
 DM1813  NAVD 88 (11/28/11)  280.564  (m)          920.48   (f) SUPERSEDED  2 1
 DM1813  NAVD 88             280.57   (m)          920.5    (f) LEVELING    3  
 DM1813
 DM1813.Superseded values are not recommended for survey control.
 DM1813
 DM1813.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DM1813.See file dsdata.pdf to determine how the superseded data were derived.
 DM1813
 DM1813_MARKER: I = METAL ROD
 DM1813_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DM1813_STAMPING: 1406 S RESET 2009
 DM1813_MARK LOGO: MNDT
 DM1813_PROJECTION: RECESSED 10 CENTIMETERS
 DM1813_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DM1813_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DM1813_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DM1813+SATELLITE: SATELLITE OBSERVATIONS - September 22, 2009
 DM1813_ROD/PIPE-DEPTH: 6.7 meters
 DM1813
 DM1813  HISTORY     - Date     Condition        Report By
 DM1813  HISTORY     - 20090401 MONUMENTED       MNDT
 DM1813  HISTORY     - 20090922 GOOD             MNDT
 DM1813
 DM1813                          STATION DESCRIPTION
 DM1813
 DM1813'DESCRIBED BY MN DEPT OF TRANSP 2009 (KMS)
 DM1813'THE MARK WAS RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.
 DM1813'THE MARK IS 1.25 MILES WEST OF COMSTOCK, 1.0 MILE WEST ALONG COUNTY
 DM1813'ROAD 2 FROM THE JUNCTION OF TRUNK HIGHWAY 75 AND COUNTY ROAD 2 IN
 DM1813'COMSTOCK, 72 FEET NORTH OF COUNTY ROAD 2, 22.5 FEET WEST OF COUNTY
 DM1813'ROAD 59, 17.5 FEET SOUTH OF FIELD ENTRANCE, 31.0 FEET NORTHEAST OF
 DM1813'TELEPHONE CABLE MARKER POST, 19.2 FEET NORTH OF WITNESS POST.
 DM1813
 DM1813                          STATION RECOVERY (2009)
 DM1813
 DM1813'RECOVERY NOTE BY MN DEPT OF TRANSP 2009 (KMS)
 DM1813'RECOVERED IN GOOD CONDITION.
 DM1813'
 DM1813'NOTE - THE STATION MARK CONSISTS OF A 3/4 INCH (19 MM) DIAMETER
 DM1813'ALUMINUM ROD DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL MARK
 DM1813'REMOVABLE DISK SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY
 DM1813'A SIX-INCH PVC PIPE BACKFILLED WITH WASHED SAND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DM1814 ***********************************************************************
 DM1814  DESIGNATION -  1406 U
 DM1814  PID         -  DM1814
 DM1814  STATE/COUNTY-  MN/CLAY
 DM1814  COUNTRY     -  US
 DM1814  USGS QUAD   -  FARGO SOUTH (2018)
 DM1814
 DM1814                         *CURRENT SURVEY CONTROL
 DM1814  ______________________________________________________________________
 DM1814* NAD 83(2011) POSITION- 46 50 37.97748(N) 096 46 03.69608(W)   ADJUSTED
 DM1814* NAD 83(2011) ELLIP HT-   250.425 (meters)        (06/27/12)   ADJUSTED
 DM1814* NAD 83(2011) EPOCH   -  2010.00
 DM1814* NAVD 88 ORTHO HEIGHT -   276.877 (meters)      908.39  (feet) ADJUSTED
 DM1814  ______________________________________________________________________
 DM1814  GEOID HEIGHT    -        -26.540 (meters)                     GEOID18
 DM1814  NAD 83(2011) X  -   -515,041.681 (meters)                     COMP
 DM1814  NAD 83(2011) Y  - -4,340,082.438 (meters)                     COMP
 DM1814  NAD 83(2011) Z  -  4,630,093.798 (meters)                     COMP
 DM1814  LAPLACE CORR    -         -2.33  (seconds)                    DEFLEC18
 DM1814  DYNAMIC HEIGHT  -        276.899 (meters)      908.46  (feet) COMP
 DM1814  MODELED GRAVITY -    980,686.0   (mgal)                       NAVD 88
 DM1814
 DM1814  VERT ORDER      -  SECOND    CLASS I
 DM1814
 DM1814  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DM1814  Standards:
 DM1814         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DM1814            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DM1814  -------------------------------------------------------------------
 DM1814  NETWORK    0.37   0.51           0.17   0.13   0.26     -0.03709277
 DM1814  -------------------------------------------------------------------
 DM1814  Click here for local accuracies and other accuracy information.
 DM1814
 DM1814.The horizontal coordinates were established by GPS observations
 DM1814.and adjusted by the National Geodetic Survey in June 2012.
 DM1814
 DM1814.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DM1814.been affixed to the stable North American tectonic plate. See 
 DM1814.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DM1814
 DM1814.The horizontal coordinates are valid at the epoch date displayed above
 DM1814.which is a decimal equivalence of Year/Month/Day.
 DM1814
 DM1814.The orthometric height was determined by differential leveling and
 DM1814.adjusted by the NATIONAL GEODETIC SURVEY
 DM1814.in April 2024.
 DM1814
 DM1814.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM1814.GEOID18 height accuracy estimate available here.
 DM1814
 DM1814.Click photographs - Photos may exist for this station.
 DM1814
 DM1814.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DM1814
 DM1814.The Laplace correction was computed from DEFLEC18 derived deflections.
 DM1814
 DM1814.The ellipsoidal height was determined by GPS observations
 DM1814.and is referenced to NAD 83.
 DM1814
 DM1814.The dynamic height is computed by dividing the NAVD 88
 DM1814.geopotential number by the normal gravity value computed on the
 DM1814.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM1814.degrees latitude (g = 980.6199 gals.).
 DM1814
 DM1814.The modeled gravity was interpolated from observed gravity values.
 DM1814
 DM1814. The following values were computed from the NAD 83(2011) position.
 DM1814
 DM1814;                    North         East     Units Scale Factor Converg.
 DM1814;SPC MN C     -   307,997.101   607,997.009   MT  0.99996147   -1 49 16.6
 DM1814;SPC MN C     - 1,010,487.16  1,994,736.85   sFT  0.99996147   -1 49 16.6
 DM1814;UTM  14      - 5,190,234.933   670,203.388   MT  0.99995607   +1 37 43.8
 DM1814
 DM1814!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DM1814!SPC MN C     -   0.99996075  x   0.99996147  =   0.99992222
 DM1814!UTM  14      -   0.99996075  x   0.99995607  =   0.99991682
 DM1814
 DM1814_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPS7020390234(NAD 83)
 DM1814
 DM1814|---------------------------------------------------------------------|
 DM1814| PID    Reference Object                     Distance      Geod. Az  |
 DM1814|                                                           dddmmss.s |
 DM1814| RP0424 1480 A                              310.627 METERS 00404     |
 DM1814|---------------------------------------------------------------------|
 DM1814
 DM1814                          SUPERSEDED SURVEY CONTROL
 DM1814
 DM1814  NAD 83(2007)-  46 50 37.97822(N)    096 46 03.69756(W) AD(2002.00) 1
 DM1814  ELLIP H (01/24/11)  250.444  (m)                       GP(2002.00) 1 2
 DM1814  NAVD 88 (08/26/19)  276.884  (m)          908.41   (f) SUPERSEDED  2 1
 DM1814  NAVD 88 (11/28/11)  276.956  (m)          908.65   (f) SUPERSEDED  2 1
 DM1814  NAVD 88 (04/18/11)  276.964  (m)          908.67   (f) SUPERSEDED  2 1
 DM1814  NAVD 88             276.96   (m)          908.7    (f) LEVELING    3  
 DM1814
 DM1814.Superseded values are not recommended for survey control.
 DM1814
 DM1814.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DM1814.See file dsdata.pdf to determine how the superseded data were derived.
 DM1814
 DM1814_MARKER: DD = SURVEY DISK
 DM1814_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DM1814_STAMPING: 1406 U 2000
 DM1814_MARK LOGO: MNDT
 DM1814_PROJECTION: RECESSED 3 CENTIMETERS
 DM1814_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DM1814_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DM1814_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DM1814+SATELLITE: SATELLITE OBSERVATIONS - June 22, 2023
 DM1814_ROD/PIPE-DEPTH: 7.6 meters
 DM1814
 DM1814  HISTORY     - Date     Condition        Report By
 DM1814  HISTORY     - 20000403 MONUMENTED       MNDT
 DM1814  HISTORY     - 2000     GOOD             MNDT
 DM1814  HISTORY     - 20090916 GOOD             MNDT
 DM1814  HISTORY     - 20220919 GOOD             MNDT
 DM1814  HISTORY     - 20230622 GOOD             MNDT
 DM1814
 DM1814                          STATION DESCRIPTION
 DM1814
 DM1814'DESCRIBED BY MN DEPT OF TRANSP 2000 (DJS)
 DM1814'THE MARK IS 0.2 MI (0.3 KM) SOUTH ALONG TH 75 FROM JCT OF TH 75 AND TH
 DM1814'94, AT TH 75 MP 248.1, 70.0 FT (21.3 M) EAST OF NB TH 75, 48.3 FT
 DM1814'(14.7 M) SOUTH OF EB 30TH AVE, 12.8 FT (3.9 M) WEST OF MONITORING
 DM1814'WELL, 57.0 FT (17.4 M) WEST OF FRONTAGE RD, 11.3 FT (3.4 M) SOUTH OF
 DM1814'WIT POST.
 DM1814
 DM1814                          STATION RECOVERY (2009)
 DM1814
 DM1814'RECOVERY NOTE BY MN DEPT OF TRANSP 2009 (KMS)
 DM1814'THE MARK WAS RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.
 DM1814'THE MARK IS 0.2 MILE SOUTH ALONG TRUNK HIGHWAY 75 FROM JUNCTION OF
 DM1814'TRUNK HIGHWAY 75 AND TRUNK HIGHWAY 94 IN MOORHEAD, AT TRUNK HIGHWAY 75
 DM1814'MILEPOINT 248.1, 70.0 FEET EAST OF NORTHBOUND TRUNK HIGHWAY 75, 48.3
 DM1814'FEET SOUTH OF EASTBOUND 30TH AVENUE, 12.8 FEET WESTOF MONITORING WELL,
 DM1814'57.0 FEET WEST OF FRONTAGE ROAD, 11.3 FEET SOUTH OF WITNESS POST.
 DM1814
 DM1814                          STATION RECOVERY (2022)
 DM1814
 DM1814'RECOVERY NOTE BY MN DEPT OF TRANSP 2022 (KMS)
 DM1814'THE MARK IS LOCATED ABOUT 9.2 MI (14.8 KM) WEST-SOUTHWEST OF GLYNDON,
 DM1814'7.0 MI (11.3 KM) NORTHWEST OF SABIN AND 3.8 MI (6.1 KM) SOUTHWEST OF
 DM1814'DILWORTH.
 DM1814'
 DM1814'THE MARK WAS LOCATED ABOUT IN MOORHEAD, 0.2 MI (0.3 KM) SOUTH ALONG
 DM1814'TRUNK HIGHWAY 75 FROM THE JUNCTION OF TRUNK HIGHWAY 75 AND INTERSTATE
 DM1814'HIGHWAY 94 IN MOORHEAD, AT TRUNK HIGHWAY 75 MILE POINT 248.1.
 DM1814'
 DM1814'IT IS 70.0 FT (21.3 M) EAST OF NORTHBOUND TRUNK HIGHWAY 75, 48.3 FT
 DM1814'(14.7 M) SOUTH OF EASTBOUND 30TH AVENUE, 12.8 FT (3.9 M) WEST OF A
 DM1814'MONITORING WELL, 57.0 FT (17.4 M) WEST OF A FRONTAGE ROAD AND 1.5 FT
 DM1814'(0.5 M) WEST OF A WITNESS POST.
 DM1814'
 DM1814'NOTE-THE STATION STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER
 DM1814'ALUMINUM ROD DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION
 DM1814'REMOVABLE DISK SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY
 DM1814'A SIX-INCH PVC PIPE BACK FILLED WITH WASHED SAND.
 DM1814
 DM1814                          STATION RECOVERY (2023)
 DM1814
 DM1814'RECOVERY NOTE BY MN DEPT OF TRANSP 2023 (JXK)
 DM1814'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DM1815 ***********************************************************************
 DM1815  DESIGNATION -  1406 V RESET
 DM1815  PID         -  DM1815
 DM1815  STATE/COUNTY-  MN/CLAY
 DM1815  COUNTRY     -  US
 DM1815  USGS QUAD   -  FARGO SOUTH (2018)
 DM1815
 DM1815                         *CURRENT SURVEY CONTROL
 DM1815  ______________________________________________________________________
 DM1815* NAD 83(2011) POSITION- 46 49 14.39556(N) 096 46 03.17021(W)   ADJUSTED
 DM1815* NAD 83(2011) ELLIP HT-   249.903 (meters)        (04/09/24)   ADJUSTED
 DM1815* NAD 83(2011) EPOCH   -  2010.00
 DM1815* NAVD 88 ORTHO HEIGHT -   276.394 (meters)      906.80  (feet) ADJUSTED
 DM1815  ______________________________________________________________________
 DM1815  GEOID HEIGHT    -        -26.559 (meters)                     GEOID18
 DM1815  NAD 83(2011) X  -   -515,252.415 (meters)                     COMP
 DM1815  NAD 83(2011) Y  - -4,341,952.816 (meters)                     COMP
 DM1815  NAD 83(2011) Z  -  4,628,327.592 (meters)                     COMP
 DM1815  LAPLACE CORR    -         -2.04  (seconds)                    DEFLEC18
 DM1815  DYNAMIC HEIGHT  -        276.414 (meters)      906.87  (feet) COMP
 DM1815  MODELED GRAVITY -    980,681.7   (mgal)                       NAVD 88
 DM1815
 DM1815  VERT ORDER      -  SECOND    CLASS I
 DM1815
 DM1815  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DM1815  Standards:
 DM1815         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DM1815            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DM1815  -------------------------------------------------------------------
 DM1815  NETWORK    0.81   1.51           0.37   0.28   0.77     -0.13787279
 DM1815  -------------------------------------------------------------------
 DM1815  Click here for local accuracies and other accuracy information.
 DM1815
 DM1815.The horizontal coordinates were established by GPS observations
 DM1815.and adjusted by the MN DEPT OF TRANSP in April 2024.
 DM1815
 DM1815.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DM1815.been affixed to the stable North American tectonic plate. See 
 DM1815.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DM1815
 DM1815.The horizontal coordinates are valid at the epoch date displayed above
 DM1815.which is a decimal equivalence of Year/Month/Day.
 DM1815
 DM1815.The orthometric height was determined by differential leveling and
 DM1815.adjusted by the NATIONAL GEODETIC SURVEY
 DM1815.in August 2019.
 DM1815
 DM1815.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM1815.GEOID18 height accuracy estimate available here.
 DM1815
 DM1815.Click photographs - Photos may exist for this station.
 DM1815
 DM1815.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DM1815
 DM1815.The Laplace correction was computed from DEFLEC18 derived deflections.
 DM1815
 DM1815.The ellipsoidal height was determined by GPS observations
 DM1815.and is referenced to NAD 83.
 DM1815
 DM1815.The dynamic height is computed by dividing the NAVD 88
 DM1815.geopotential number by the normal gravity value computed on the
 DM1815.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM1815.degrees latitude (g = 980.6199 gals.).
 DM1815
 DM1815.The modeled gravity was interpolated from observed gravity values.
 DM1815
 DM1815. The following values were computed from the NAD 83(2011) position.
 DM1815
 DM1815;                    North         East     Units Scale Factor Converg.
 DM1815;SPC MN C     -   305,417.155   607,926.124   MT  0.99995795   -1 49 16.2
 DM1815;SPC MN C     - 1,002,022.78  1,994,504.29   sFT  0.99995795   -1 49 16.2
 DM1815;UTM  14      - 5,187,655.406   670,287.877   MT  0.99995642   +1 37 42.0
 DM1815
 DM1815!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DM1815!SPC MN C     -   0.99996083  x   0.99995795  =   0.99991878
 DM1815!UTM  14      -   0.99996083  x   0.99995642  =   0.99991725
 DM1815
 DM1815_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPS7028787655(NAD 83)
 DM1815
 DM1815                          SUPERSEDED SURVEY CONTROL
 DM1815
 DM1815  NAD 83(2011)-  46 49 14.39477(N)    096 46 03.16960(W) AD(2010.00) 0
 DM1815  ELLIP H (06/27/12)  249.917  (m)                       GP(2010.00)    
 DM1815  NAD 83(2007)-  46 49 14.39550(N)    096 46 03.17111(W) AD(2002.00) 1
 DM1815  ELLIP H (01/24/11)  249.934  (m)                       GP(2002.00) 1 2
 DM1815  NAVD 88 (11/28/11)  276.470  (m)          907.05   (f) SUPERSEDED  2 1
 DM1815  NAVD 88             276.47   (m)          907.1    (f) LEVELING    3  
 DM1815
 DM1815.Superseded values are not recommended for survey control.
 DM1815
 DM1815.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DM1815.See file dsdata.pdf to determine how the superseded data were derived.
 DM1815
 DM1815_MARKER: I = METAL ROD
 DM1815_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DM1815_STAMPING: 1406 V RESET 2009
 DM1815_MARK LOGO: MNDT
 DM1815_PROJECTION: RECESSED 13 CENTIMETERS
 DM1815_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DM1815_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DM1815_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DM1815+SATELLITE: SATELLITE OBSERVATIONS - June 26, 2023
 DM1815_ROD/PIPE-DEPTH: 3.4 meters
 DM1815
 DM1815  HISTORY     - Date     Condition        Report By
 DM1815  HISTORY     - 20090401 MONUMENTED       MNDT
 DM1815  HISTORY     - 20090922 GOOD             MNDT
 DM1815  HISTORY     - 20210713 GOOD             MNDT
 DM1815  HISTORY     - 20220915 GOOD             MNDT
 DM1815  HISTORY     - 20230626 GOOD             MNDT
 DM1815
 DM1815                          STATION DESCRIPTION
 DM1815
 DM1815'DESCRIBED BY MN DEPT OF TRANSP 2009 (KMS)
 DM1815'THE MARK WAS RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.
 DM1815'THE MARK IS 1.8 MILE SOUTH ALONG TRUNK HIGHWAY 75 FROM THE JUNCTION OF
 DM1815'INTERSTATE HIGHWAY 94 IN MOORHEAD, 63 FEET EAST OF TRUNK HIGHWAY 75 AT
 DM1815'MILEPOINT 246.55, 13.4 FEET NORTH NORTHWEST OF POWER POLE WITH GUY
 DM1815'WIRE, 27 FEET SOUTH OF DRIVEWAY 4838, 23 FEET SOUTH OF DRIVEWAY 4848,
 DM1815'2.8 FEET NORTHWEST OF WITNESS POST.
 DM1815
 DM1815                          STATION RECOVERY (2021)
 DM1815
 DM1815'RECOVERY NOTE BY MN DEPT OF TRANSP 2021 (DAS)
 DM1815'RECOVERED IN GOOD CONDITION.
 DM1815
 DM1815                          STATION RECOVERY (2022)
 DM1815
 DM1815'RECOVERY NOTE BY MN DEPT OF TRANSP 2022 (KMS)
 DM1815'THE MARK IS LOCATED ABOUT 9.7 MI (15.6 KM) WEST-SOUTHWEST OF GLYNDON,
 DM1815'6.1 MI (9.8 KM) WEST-NORTHWEST OF SABIN AND 4.9 MI (7.9 KM) SOUTHWEST
 DM1815'OF DILWORTH.
 DM1815'
 DM1815'THE MARK WAS LOCATED ABOUT 3.0 MI (4.8 KM) SOUTH OF MOORHEAD, 1.8 MI
 DM1815'(2.9 KM) SOUTH ALONG TRUNK HIGHWAY 75 FROM THE JUNCTION OF TRUNK
 DM1815'HIGHWAY 75 AND INTERSTATE HIGHWAY 94 IN MOORHEAD, 63.0 FT (19.2 M)
 DM1815'EAST OF TRUNK HIGHWAY 75, AT MILE POINT 246.55.
 DM1815'
 DM1815'IT IS 13.4 FT (4.1 M) NORTH-NORTHWEST OF A POWER POLE WITH A GUY WIRE,
 DM1815'27.0 FT (8.2 M) SOUTH OF DRIVEWAY NUMBER 4838, 23.0 FT (7.0 M) SOUTH
 DM1815'OF DRIVEWAY NUMBER 4848 AND 2.8 FT (0.9 M) NORTHWEST OF A WITNESS
 DM1815'POST.
 DM1815'
 DM1815'NOTE-THE STATION STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER
 DM1815'ALUMINUM ROD DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION
 DM1815'REMOVABLE DISK SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY
 DM1815'A SIX-INCH PVC PIPE BACK FILLED WITH WASHED SAND.
 DM1815
 DM1815                          STATION RECOVERY (2023)
 DM1815
 DM1815'RECOVERY NOTE BY MN DEPT OF TRANSP 2023 (MPP)
 DM1815'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DM7591 ***********************************************************************
 DM7591  DESIGNATION -  1406 W 1
 DM7591  PID         -  DM7591
 DM7591  STATE/COUNTY-  MN/CLAY
 DM7591  COUNTRY     -  US
 DM7591  USGS QUAD   -  FARGO SOUTH (2018)
 DM7591
 DM7591                         *CURRENT SURVEY CONTROL
 DM7591  ______________________________________________________________________
 DM7591* NAD 83(1986) POSITION- 46 48 12.4    (N) 096 47 43.7    (W)   HD_HELD2
 DM7591* NAVD 88 ORTHO HEIGHT -   276.712 (meters)      907.85  (feet) ADJUSTED
 DM7591  ______________________________________________________________________
 DM7591  GEOID HEIGHT    -        -26.552 (meters)                     GEOID18
 DM7591  DYNAMIC HEIGHT  -        276.733 (meters)      907.91  (feet) COMP
 DM7591  MODELED GRAVITY -    980,681.3   (mgal)                       NAVD 88
 DM7591
 DM7591  VERT ORDER      -  SECOND    CLASS I
 DM7591
 DM7591.The horizontal coordinates were established by autonomous hand held GPS
 DM7591.observations and have an estimated accuracy of +/- 10 meters.
 DM7591
 DM7591.The orthometric height was determined by differential leveling and
 DM7591.adjusted by the NATIONAL GEODETIC SURVEY
 DM7591.in August 2019.
 DM7591
 DM7591.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM7591.GEOID18 height accuracy estimate available here.
 DM7591
 DM7591.Click photographs - Photos may exist for this station.
 DM7591
 DM7591.The dynamic height is computed by dividing the NAVD 88
 DM7591.geopotential number by the normal gravity value computed on the
 DM7591.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM7591.degrees latitude (g = 980.6199 gals.).
 DM7591
 DM7591.The modeled gravity was interpolated from observed gravity values.
 DM7591
 DM7591;                    North         East    Units  Estimated Accuracy
 DM7591;SPC MN C     -   303,572.      605,735.      MT  (+/- 10 meters HH2 GPS)
 DM7591
 DM7591_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPS6821185681(NAD 83)
 DM7591
 DM7591                          SUPERSEDED SURVEY CONTROL
 DM7591
 DM7591  NAVD 88 (11/28/11)  276.791  (m)          908.11   (f) SUPERSEDED  2 1
 DM7591
 DM7591.Superseded values are not recommended for survey control.
 DM7591
 DM7591.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DM7591.See file dsdata.pdf to determine how the superseded data were derived.
 DM7591
 DM7591_MARKER: DD = SURVEY DISK
 DM7591_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DM7591_SP_SET: BRIDGE ABUTMENT
 DM7591_STAMPING: 1406 W 1 1978
 DM7591_MARK LOGO: MNDT
 DM7591_MAGNETIC: N = NO MAGNETIC MATERIAL
 DM7591_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DM7591_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DM7591+SATELLITE: SATELLITE OBSERVATIONS - March 05, 2025
 DM7591
 DM7591  HISTORY     - Date     Condition        Report By
 DM7591  HISTORY     - 20090401 MONUMENTED       MNDT
 DM7591  HISTORY     - 20200305 GOOD             INDIV
 DM7591  HISTORY     - 20250305 GOOD             ND1020
 DM7591
 DM7591                          STATION DESCRIPTION
 DM7591
 DM7591'DESCRIBED BY MN DEPT OF TRANSP 2009
 DM7591'THE MARK IS 3.3 MI (5.3 KM) SOUTHWEST OF MOORHEAD.
 DM7591'
 DM7591'2.95 MILES SOUTH ALONG TRUNK HIGHWAY 75 FROM THE JUNCTION OF TRUNK
 DM7591'HIGHWAY 74 AND INTERSTATE HIGHWAY 94 IN MOORHEAD TO TRUNK HIGHWAY 75
 DM7591'MILE POINT 245.40, THENCE 1.35 MI (2.2 KM) WEST ON COUNTY ROAD 12 IN
 DM7591'ABUTMENT IN SOUTHEAST CORNER OF COUNTY ROAD 12 BRIDGE NUMBER 14510
 DM7591'OVER RED RIVER.
 DM7591'
 DM7591'IT IS 32.0 FT (9.8 M) SOUTH OF COUNTY ROAD 12 DISK SET IN A DRILL HOLE
 DM7591'WHEN USED IN 2009.
 DM7591
 DM7591                          STATION RECOVERY (2020)
 DM7591
 DM7591'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2020 (JZ)
 DM7591'RECOVERED IN GOOD CONDITION.
 DM7591
 DM7591                          STATION RECOVERY (2025)
 DM7591
 DM7591'RECOVERY NOTE BY CITY OF FARGO NORTH DAKOTA 2025 (JZ)
 DM7591'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DR9709 ***********************************************************************
 DR9709  DESIGNATION -  1406 X RESET
 DR9709  PID         -  DR9709
 DR9709  STATE/COUNTY-  MN/CLAY
 DR9709  COUNTRY     -  US
 DR9709  USGS QUAD   -  FARGO SOUTH (2018)
 DR9709
 DR9709                         *CURRENT SURVEY CONTROL
 DR9709  ______________________________________________________________________
 DR9709* NAD 83(2011) POSITION- 46 47 19.76271(N) 096 46 05.02087(W)   ADJUSTED
 DR9709* NAD 83(2011) ELLIP HT-   250.629 (meters)        (04/09/24)   ADJUSTED
 DR9709* NAD 83(2011) EPOCH   -  2010.00
 DR9709* NAVD 88 ORTHO HEIGHT -   277.125 (meters)      909.20  (feet) ADJUSTED
 DR9709  ______________________________________________________________________
 DR9709  GEOID HEIGHT    -        -26.573 (meters)                     GEOID18
 DR9709  NAD 83(2011) X  -   -515,595.571 (meters)                     COMP
 DR9709  NAD 83(2011) Y  - -4,344,511.430 (meters)                     COMP
 DR9709  NAD 83(2011) Z  -  4,625,905.058 (meters)                     COMP
 DR9709  LAPLACE CORR    -         -1.55  (seconds)                    DEFLEC18
 DR9709  DYNAMIC HEIGHT  -        277.144 (meters)      909.26  (feet) COMP
 DR9709  MODELED GRAVITY -    980,676.4   (mgal)                       NAVD 88
 DR9709
 DR9709  VERT ORDER      -  SECOND    CLASS I
 DR9709
 DR9709  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DR9709  Standards:
 DR9709         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DR9709            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DR9709  -------------------------------------------------------------------
 DR9709  NETWORK    0.72   1.31           0.33   0.25   0.67     -0.10777294
 DR9709  -------------------------------------------------------------------
 DR9709  Click here for local accuracies and other accuracy information.
 DR9709
 DR9709.The horizontal coordinates were established by GPS observations
 DR9709.and adjusted by the MN DEPT OF TRANSP in April 2024.
 DR9709
 DR9709.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DR9709.been affixed to the stable North American tectonic plate. See 
 DR9709.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DR9709
 DR9709.The horizontal coordinates are valid at the epoch date displayed above
 DR9709.which is a decimal equivalence of Year/Month/Day.
 DR9709
 DR9709.The orthometric height was determined by differential leveling and
 DR9709.adjusted by the NATIONAL GEODETIC SURVEY
 DR9709.in April 2024.
 DR9709
 DR9709.Significant digits in the geoid height do not necessarily reflect accuracy.
 DR9709.GEOID18 height accuracy estimate available here.
 DR9709
 DR9709.Click photographs - Photos may exist for this station.
 DR9709
 DR9709.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DR9709
 DR9709.The Laplace correction was computed from DEFLEC18 derived deflections.
 DR9709
 DR9709.The ellipsoidal height was determined by GPS observations
 DR9709.and is referenced to NAD 83.
 DR9709
 DR9709.The dynamic height is computed by dividing the NAVD 88
 DR9709.geopotential number by the normal gravity value computed on the
 DR9709.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DR9709.degrees latitude (g = 980.6199 gals.).
 DR9709
 DR9709.The modeled gravity was interpolated from observed gravity values.
 DR9709
 DR9709. The following values were computed from the NAD 83(2011) position.
 DR9709
 DR9709;                    North         East     Units Scale Factor Converg.
 DR9709;SPC MN C     -   301,880.516   607,774.403   MT  0.99995339   -1 49 17.5
 DR9709;SPC MN C     -   990,419.66  1,994,006.52   sFT  0.99995339   -1 49 17.5
 DR9709;UTM  14      - 5,184,116.041   670,349.199   MT  0.99995668   +1 37 37.6
 DR9709
 DR9709!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DR9709!SPC MN C     -   0.99996071  x   0.99995339  =   0.99991411
 DR9709!UTM  14      -   0.99996071  x   0.99995668  =   0.99991740
 DR9709
 DR9709_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPS7034984116(NAD 83)
 DR9709
 DR9709                          SUPERSEDED SURVEY CONTROL
 DR9709
 DR9709.No superseded survey control is available for this station.
 DR9709
 DR9709_MARKER: I = METAL ROD
 DR9709_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DR9709_STAMPING: 1406 X RESET 2022
 DR9709_MARK LOGO: MNDT
 DR9709_PROJECTION: RECESSED 8 CENTIMETERS
 DR9709_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DR9709_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DR9709_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DR9709+SATELLITE: SATELLITE OBSERVATIONS - June 15, 2023
 DR9709_ROD/PIPE-DEPTH: 15.2 meters
 DR9709
 DR9709  HISTORY     - Date     Condition        Report By
 DR9709  HISTORY     - 20220615 MONUMENTED       MNDT
 DR9709  HISTORY     - 20220915 GOOD             MNDT
 DR9709  HISTORY     - 20230615 GOOD             MNDT
 DR9709
 DR9709                          STATION DESCRIPTION
 DR9709
 DR9709'DESCRIBED BY MN DEPT OF TRANSP 2022 (KMS)
 DR9709'THE MARK IS LOCATED ABOUT 9.0 MI (14.5 KM) NORTH OF COMSTOCK, 6.8 MI
 DR9709'(10.9 KM) SOUTH-SOUTHWEST OF DILWORTH AND 5.5 MI (8.8 KM) WEST OF
 DR9709'SABIN.
 DR9709'
 DR9709'THE MARK WAS LOCATED ABOUT 4.0 MI (6.4 KM) SOUTH OF MOORHEAD, 4.0 MI
 DR9709'(6.4 KM) SOUTH ALONG TRUNK HIGHWAY 75 FROM THE JUNCTION OF TRUNK
 DR9709'HIGHWAY 74 AND INTERSTATE HIGHWAY 94 IN MOORHEAD, AT TRUNK HIGHWAY 75
 DR9709'MILE POINT 244.35, 73.0 FT (22.3 M) WEST OF TRUNK HIGHWAY 75.
 DR9709'
 DR9709'IT IS 77.0 FT (23.5 M) SOUTH OF COUNTY ROAD 67 (70TH AVENUE SOUTH),
 DR9709'24.0 FT (7.3 M) SOUTH OF THE EAST POST OF THE NOKKEN FARM SIGN, 8.3 FT
 DR9709'(2.5 M) NORTH OF A CABLE BOX AND 2.0 FT (0.6 M) EAST OF A WITNESS
 DR9709'POST.
 DR9709'
 DR9709'NOTE-THE STATION STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER
 DR9709'ALUMINUM ROD DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION
 DR9709'REMOVABLE DISK SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY
 DR9709'A SIX-INCH PVC PIPE BACK FILLED WITH WASHED SAND.
 DR9709
 DR9709                          STATION RECOVERY (2023)
 DR9709
 DR9709'RECOVERY NOTE BY MN DEPT OF TRANSP 2023 (CXR)
 DR9709'RECOVERED AS DESCRIBED
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DM1818 ***********************************************************************
 DM1818  DESIGNATION -  1406 Y
 DM1818  PID         -  DM1818
 DM1818  STATE/COUNTY-  MN/CLAY
 DM1818  COUNTRY     -  US
 DM1818  USGS QUAD   -  HICKSON (2018)
 DM1818
 DM1818                         *CURRENT SURVEY CONTROL
 DM1818  ______________________________________________________________________
 DM1818* NAD 83(2011) POSITION- 46 44 44.29752(N) 096 46 05.67509(W)   ADJUSTED
 DM1818* NAD 83(2011) ELLIP HT-   251.732 (meters)        (06/27/12)   ADJUSTED
 DM1818* NAD 83(2011) EPOCH   -  2010.00
 DM1818* NAVD 88 ORTHO HEIGHT -   278.200 (meters)      912.73  (feet) ADJUSTED
 DM1818  ______________________________________________________________________
 DM1818  GEOID HEIGHT    -        -26.541 (meters)                     GEOID18
 DM1818  NAD 83(2011) X  -   -516,021.669 (meters)                     COMP
 DM1818  NAD 83(2011) Y  - -4,347,983.980 (meters)                     COMP
 DM1818  NAD 83(2011) Z  -  4,622,617.432 (meters)                     COMP
 DM1818  LAPLACE CORR    -         -0.93  (seconds)                    DEFLEC18
 DM1818  DYNAMIC HEIGHT  -        278.221 (meters)      912.80  (feet) COMP
 DM1818  MODELED GRAVITY -    980,681.7   (mgal)                       NAVD 88
 DM1818
 DM1818  VERT ORDER      -  SECOND    CLASS I
 DM1818
 DM1818  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DM1818  Standards:
 DM1818         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DM1818            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DM1818  -------------------------------------------------------------------
 DM1818  NETWORK    0.37   0.53           0.16   0.14   0.27     -0.03444885
 DM1818  -------------------------------------------------------------------
 DM1818  Click here for local accuracies and other accuracy information.
 DM1818
 DM1818.The horizontal coordinates were established by GPS observations
 DM1818.and adjusted by the National Geodetic Survey in June 2012.
 DM1818
 DM1818.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DM1818.been affixed to the stable North American tectonic plate. See 
 DM1818.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DM1818
 DM1818.The horizontal coordinates are valid at the epoch date displayed above
 DM1818.which is a decimal equivalence of Year/Month/Day.
 DM1818
 DM1818.The orthometric height was determined by differential leveling and
 DM1818.adjusted by the NATIONAL GEODETIC SURVEY
 DM1818.in April 2024.
 DM1818
 DM1818.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM1818.GEOID18 height accuracy estimate available here.
 DM1818
 DM1818.Click photographs - Photos may exist for this station.
 DM1818
 DM1818.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DM1818
 DM1818.The Laplace correction was computed from DEFLEC18 derived deflections.
 DM1818
 DM1818.The ellipsoidal height was determined by GPS observations
 DM1818.and is referenced to NAD 83.
 DM1818
 DM1818.The dynamic height is computed by dividing the NAVD 88
 DM1818.geopotential number by the normal gravity value computed on the
 DM1818.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM1818.degrees latitude (g = 980.6199 gals.).
 DM1818
 DM1818.The modeled gravity was interpolated from observed gravity values.
 DM1818
 DM1818. The following values were computed from the NAD 83(2011) position.
 DM1818
 DM1818;                    North         East     Units Scale Factor Converg.
 DM1818;SPC MN C     -   297,082.929   607,607.935   MT  0.99994770   -1 49 18.0
 DM1818;SPC MN C     -   974,679.58  1,993,460.37   sFT  0.99994770   -1 49 18.0
 DM1818;UTM  14      - 5,179,317.097   670,471.578   MT  0.99995720   +1 37 33.0
 DM1818
 DM1818!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DM1818!SPC MN C     -   0.99996054  x   0.99994770  =   0.99990824
 DM1818!UTM  14      -   0.99996054  x   0.99995720  =   0.99991774
 DM1818
 DM1818_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPS7047179317(NAD 83)
 DM1818
 DM1818                          SUPERSEDED SURVEY CONTROL
 DM1818
 DM1818  NAD 83(2007)-  46 44 44.29796(N)    096 46 05.67636(W) AD(2002.00) 1
 DM1818  ELLIP H (01/24/11)  251.731  (m)                       GP(2002.00) 1 2
 DM1818  NAVD 88 (08/26/19)  278.204  (m)          912.74   (f) SUPERSEDED  2 1
 DM1818  NAVD 88 (11/28/11)  278.277  (m)          912.98   (f) SUPERSEDED  2 1
 DM1818  NAVD 88             278.28   (m)          913.0    (f) LEVELING    3  
 DM1818
 DM1818.Superseded values are not recommended for survey control.
 DM1818
 DM1818.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DM1818.See file dsdata.pdf to determine how the superseded data were derived.
 DM1818
 DM1818_MARKER: I = METAL ROD
 DM1818_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DM1818_STAMPING: 1406 Y 2009
 DM1818_MARK LOGO: MNDT
 DM1818_PROJECTION: RECESSED 5 CENTIMETERS
 DM1818_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DM1818_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DM1818_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DM1818+SATELLITE: SATELLITE OBSERVATIONS - June 15, 2023
 DM1818_ROD/PIPE-DEPTH: 9.1 meters
 DM1818
 DM1818  HISTORY     - Date     Condition        Report By
 DM1818  HISTORY     - 20090930 MONUMENTED       MNDT
 DM1818  HISTORY     - 20220915 GOOD             MNDT
 DM1818  HISTORY     - 20230615 GOOD             MNDT
 DM1818
 DM1818                          STATION DESCRIPTION
 DM1818
 DM1818'DESCRIBED BY MN DEPT OF TRANSP 2009
 DM1818'THE MARK IS 6.95 MILES SOUTH OF MOORHEAD, 7.0 MILES SOUTH ALONG TRUNK
 DM1818'HIGHWAY 75 FROM JUNCTION OF TRUNK HIGHWAY 74 AND INTERSTATE HIGHWAY 94
 DM1818'IN MOORHEAD, AT TRUNK HIGHWAY 75 MILEPOINT 241.35, 76 FEET WEST OF
 DM1818'TRUNK HIGHWAY 75, 38.7 FEET NORTH OF COUNTY ROAD 65(100 AVENUE
 DM1818'SOUTH),4 FEET EAST OF RIGHT OF WAY POST, 5.4 FEET EAST OF CABLE BOX
 DM1818'NUMBER SPL NLY. 1.8 FEET SOUTH OF WITNESS POST.
 DM1818
 DM1818                          STATION RECOVERY (2022)
 DM1818
 DM1818'RECOVERY NOTE BY MN DEPT OF TRANSP 2022 (KMS)
 DM1818'THE MARK IS LOCATED ABOUT 9.6 MI (15.4 KM) SOUTH-SOUTHWEST OF
 DM1818'DILWORTH, 6.0 MI (9.7 KM) NORTH OF COMSTOCK AND 6.0 MI (9.7 KM)
 DM1818'WEST-SOUTHWEST OF SABIN.
 DM1818'
 DM1818'THE MARK WAS LOCATED ABOUT 6.95 MI (11.18 KM) SOUTH OF MOORHEAD, 7.0
 DM1818'MI (11.3 KM) SOUTH ALONG TRUNK HIGHWAY 75 FROM THE JUNCTION OF TRUNK
 DM1818'HIGHWAY 75 AND INTERSTATE HIGHWAY 94 IN MOORHEAD, AT TRUNK HIGHWAY 75
 DM1818'MILE POINT 241.35, 76.0 FT (23.2 M) WEST OF TRUNK HIGHWAY 75.
 DM1818'
 DM1818'IT IS 38.7 FT (11.8 M) NORTH OF COUNTY ROAD 65 (100TH AVENUE SOUTH),
 DM1818'4.0 FT (1.2 M) EAST OF A RIGHT-OF-WAY POST, 5.4 FT (1.6 M) EAST OF
 DM1818'CABLE BOX NUMBER SPECIAL NLY AND 1.8 FT (0.5 M) SOUTH OF A WITNESS
 DM1818'POST.
 DM1818'
 DM1818'NOTE-THE STATION STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER
 DM1818'ALUMINUM ROD DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION
 DM1818'REMOVABLE DISK SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY
 DM1818'A SIX-INCH PVC PIPE BACK FILLED WITH WASHED SAND.
 DM1818
 DM1818                          STATION RECOVERY (2023)
 DM1818
 DM1818'RECOVERY NOTE BY MN DEPT OF TRANSP 2023 (EXR)
 DM1818'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DM1819 ***********************************************************************
 DM1819  DESIGNATION -  1406 Z
 DM1819  PID         -  DM1819
 DM1819  STATE/COUNTY-  MN/CLAY
 DM1819  COUNTRY     -  US
 DM1819  USGS QUAD   -  HICKSON (2018)
 DM1819
 DM1819                         *CURRENT SURVEY CONTROL
 DM1819  ______________________________________________________________________
 DM1819* NAD 83(2011) POSITION- 46 43 53.98887(N) 096 45 28.20239(W)   ADJUSTED
 DM1819* NAD 83(2011) ELLIP HT-   251.767 (meters)        (06/27/12)   ADJUSTED
 DM1819* NAD 83(2011) EPOCH   -  2010.00
 DM1819* NAVD 88 ORTHO HEIGHT -   278.222 (meters)      912.80  (feet) ADJUSTED
 DM1819  ______________________________________________________________________
 DM1819  GEOID HEIGHT    -        -26.522 (meters)                     GEOID18
 DM1819  NAD 83(2011) X  -   -515,364.884 (meters)                     COMP
 DM1819  NAD 83(2011) Y  - -4,349,201.177 (meters)                     COMP
 DM1819  NAD 83(2011) Z  -  4,621,552.760 (meters)                     COMP
 DM1819  LAPLACE CORR    -         -0.89  (seconds)                    DEFLEC18
 DM1819  DYNAMIC HEIGHT  -        278.244 (meters)      912.87  (feet) COMP
 DM1819  MODELED GRAVITY -    980,685.6   (mgal)                       NAVD 88
 DM1819
 DM1819  VERT ORDER      -  SECOND    CLASS I
 DM1819
 DM1819  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DM1819  Standards:
 DM1819         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DM1819            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DM1819  -------------------------------------------------------------------
 DM1819  NETWORK    0.30   0.47           0.14   0.10   0.24     -0.01502148
 DM1819  -------------------------------------------------------------------
 DM1819  Click here for local accuracies and other accuracy information.
 DM1819
 DM1819.The horizontal coordinates were established by GPS observations
 DM1819.and adjusted by the National Geodetic Survey in June 2012.
 DM1819
 DM1819.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DM1819.been affixed to the stable North American tectonic plate. See 
 DM1819.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DM1819
 DM1819.The horizontal coordinates are valid at the epoch date displayed above
 DM1819.which is a decimal equivalence of Year/Month/Day.
 DM1819
 DM1819.The orthometric height was determined by differential leveling and
 DM1819.adjusted by the NATIONAL GEODETIC SURVEY
 DM1819.in August 2019.
 DM1819
 DM1819.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM1819.GEOID18 height accuracy estimate available here.
 DM1819
 DM1819.Click photographs - Photos may exist for this station.
 DM1819
 DM1819.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DM1819
 DM1819.The Laplace correction was computed from DEFLEC18 derived deflections.
 DM1819
 DM1819.The ellipsoidal height was determined by GPS observations
 DM1819.and is referenced to NAD 83.
 DM1819
 DM1819.The dynamic height is computed by dividing the NAVD 88
 DM1819.geopotential number by the normal gravity value computed on the
 DM1819.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM1819.degrees latitude (g = 980.6199 gals.).
 DM1819
 DM1819.The modeled gravity was interpolated from observed gravity values.
 DM1819
 DM1819. The following values were computed from the NAD 83(2011) position.
 DM1819
 DM1819;                    North         East     Units Scale Factor Converg.
 DM1819;SPC MN C     -   295,505.059   608,353.738   MT  0.99994598   -1 48 50.9
 DM1819;SPC MN C     -   969,502.85  1,995,907.22   sFT  0.99994598   -1 48 50.9
 DM1819;UTM  14      - 5,177,786.909   671,310.921   MT  0.99996073   +1 37 58.9
 DM1819
 DM1819!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DM1819!SPC MN C     -   0.99996054  x   0.99994598  =   0.99990652
 DM1819!UTM  14      -   0.99996054  x   0.99996073  =   0.99992127
 DM1819
 DM1819_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPS7131077786(NAD 83)
 DM1819
 DM1819                          SUPERSEDED SURVEY CONTROL
 DM1819
 DM1819  NAD 83(2007)-  46 43 53.98923(N)    096 45 28.20353(W) AD(2002.00) 1
 DM1819  ELLIP H (01/24/11)  251.765  (m)                       GP(2002.00) 1 2
 DM1819  NAVD 88 (11/28/11)  278.294  (m)          913.04   (f) SUPERSEDED  2 1
 DM1819  NAVD 88             278.30   (m)          913.1    (f) LEVELING    3  
 DM1819
 DM1819.Superseded values are not recommended for survey control.
 DM1819
 DM1819.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DM1819.See file dsdata.pdf to determine how the superseded data were derived.
 DM1819
 DM1819_MARKER: I = METAL ROD
 DM1819_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DM1819_STAMPING: 1406 Z 2009
 DM1819_MARK LOGO: MNDT
 DM1819_PROJECTION: RECESSED 8 CENTIMETERS
 DM1819_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DM1819_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DM1819_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DM1819+SATELLITE: SATELLITE OBSERVATIONS - August 13, 2024
 DM1819_ROD/PIPE-DEPTH: 12.2 meters
 DM1819
 DM1819  HISTORY     - Date     Condition        Report By
 DM1819  HISTORY     - 20090930 MONUMENTED       MNDT
 DM1819  HISTORY     - 20130813 GOOD             MNDT
 DM1819  HISTORY     - 20210713 GOOD             MNDT
 DM1819  HISTORY     - 20220915 GOOD             MNDT
 DM1819  HISTORY     - 20230615 GOOD             MNDT
 DM1819  HISTORY     - 20240813 GOOD             MNDT
 DM1819
 DM1819                          STATION DESCRIPTION
 DM1819
 DM1819'DESCRIBED BY MN DEPT OF TRANSP 2009
 DM1819'THE MARK IS 5.1 MILES NORTH OF COMSTOCK, 5.0 MILES NORTH ALONG TRUNK
 DM1819'HIGHWAY 75 FROM JUNCTION OF TRUNK HIGHWAY 75 AND COUNTY ROAD 2 (0.5
 DM1819'MILE WEST OF COMSTOCK), AT TRUNK HIGHWAY 75 MILEPOINT 240.25, 65.9
 DM1819'FEET EAST OF TRUNK HIGHWAY 75, 62.2 FEET NORTH OF COUNTY ROAD 8, 5.11
 DM1819'FEET WEST OF THE SOUTH WEST CORNER OF CABLE BOX NUMBER KVA 10, 6.4
 DM1819'FEET NORTH OF CABLE BOX POST, 1.6 FEET WEST OF WITNESS POST.
 DM1819
 DM1819                          STATION RECOVERY (2013)
 DM1819
 DM1819'RECOVERY NOTE BY MN DEPT OF TRANSP 2013 (DJS)
 DM1819'5.1 MI (8.2 KM) NORTH OF COMSTOCK, 5.0 MI (8.0 KM) NORTH ALONG TRUNK
 DM1819'HIGHWAY 75  FROM THE JUNCTION OF TRUNK HIGHWAY 75 AND COUNTY ROAD 2 AT
 DM1819'TRUNK HIGHWAY 75 MILE POINT 240.25, 65.9 FT (20.1 M) EAST OF TRUNK
 DM1819'HIGHWAY 75, 62.2 FT (19.0 M) NORTH OF COUNTY ROAD 8, 5.11 FT (1.6 M)
 DM1819'WEST OF THE SOUTHWEST CORNER OF CABLE BOX NUMBER KVA 10, 6.4 FT (2.0
 DM1819'M) NORTH OF CABLE BOX POST, 1.6 FT (0.5 M) WEST OF A WITNESS POST.
 DM1819
 DM1819                          STATION RECOVERY (2021)
 DM1819
 DM1819'RECOVERY NOTE BY MN DEPT OF TRANSP 2021 (DAS)
 DM1819'RECOVERED IN GOOD CONDITION.
 DM1819
 DM1819                          STATION RECOVERY (2022)
 DM1819
 DM1819'RECOVERY NOTE BY MN DEPT OF TRANSP 2022 (KMS)
 DM1819'RECOVERED AS DESCRIBED.
 DM1819
 DM1819                          STATION RECOVERY (2023)
 DM1819
 DM1819'RECOVERY NOTE BY MN DEPT OF TRANSP 2023 (EXR)
 DM1819'RECOVERED AS DESCRIBED.
 DM1819
 DM1819                          STATION RECOVERY (2024)
 DM1819
 DM1819'RECOVERY NOTE BY MN DEPT OF TRANSP 2024 (MPP)
 DM1819'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DM7589 ***********************************************************************
 DM7589  DESIGNATION -  1406 Z 1
 DM7589  PID         -  DM7589
 DM7589  STATE/COUNTY-  MN/CLAY
 DM7589  COUNTRY     -  US
 DM7589  USGS QUAD   -  HICKSON (2018)
 DM7589
 DM7589                         *CURRENT SURVEY CONTROL
 DM7589  ______________________________________________________________________
 DM7589* NAD 83(1986) POSITION- 46 43 51.64   (N) 096 47 00.09   (W)   HD_HELD1
 DM7589* NAVD 88 ORTHO HEIGHT -   278.671 (meters)      914.27  (feet) ADJUSTED
 DM7589  ______________________________________________________________________
 DM7589  GEOID HEIGHT    -        -26.514 (meters)                     GEOID18
 DM7589  DYNAMIC HEIGHT  -        278.693 (meters)      914.35  (feet) COMP
 DM7589  MODELED GRAVITY -    980,684.6   (mgal)                       NAVD 88
 DM7589
 DM7589  VERT ORDER      -  SECOND    CLASS I
 DM7589
 DM7589.The horizontal coordinates were determined by differentially corrected
 DM7589.hand held GPS observations or other comparable positioning techniques
 DM7589.and have an estimated accuracy of +/- 3 meters.
 DM7589
 DM7589.The orthometric height was determined by differential leveling and
 DM7589.adjusted by the NATIONAL GEODETIC SURVEY
 DM7589.in August 2019.
 DM7589
 DM7589.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM7589.GEOID18 height accuracy estimate available here.
 DM7589
 DM7589.Click photographs - Photos may exist for this station.
 DM7589
 DM7589.The dynamic height is computed by dividing the NAVD 88
 DM7589.geopotential number by the normal gravity value computed on the
 DM7589.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM7589.degrees latitude (g = 980.6199 gals.).
 DM7589
 DM7589.The modeled gravity was interpolated from observed gravity values.
 DM7589
 DM7589;                    North         East    Units  Estimated Accuracy
 DM7589;SPC MN C     -   295,494.6     606,401.5     MT  (+/- 3 meters HH1 GPS) 
 DM7589
 DM7589_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPS6936277659(NAD 83)
 DM7589
 DM7589                          SUPERSEDED SURVEY CONTROL
 DM7589
 DM7589  NAVD 88 (11/28/11)  278.743  (m)          914.51   (f) SUPERSEDED  2 1
 DM7589
 DM7589.Superseded values are not recommended for survey control.
 DM7589
 DM7589.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DM7589.See file dsdata.pdf to determine how the superseded data were derived.
 DM7589
 DM7589_MARKER: DB = BENCH MARK DISK
 DM7589_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DM7589_SP_SET: BRIDGE DECK
 DM7589_STAMPING: 1406 Z 1 1971
 DM7589_MARK LOGO: MNHD
 DM7589_MAGNETIC: N = NO MAGNETIC MATERIAL
 DM7589_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DM7589_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DM7589+SATELLITE: SATELLITE OBSERVATIONS - June 15, 2022
 DM7589
 DM7589  HISTORY     - Date     Condition        Report By
 DM7589  HISTORY     - 19710401 MONUMENTED       MNHD
 DM7589  HISTORY     - 20090401 GOOD             MNDT
 DM7589  HISTORY     - 20220615 GOOD             MNDT
 DM7589
 DM7589                          STATION DESCRIPTION
 DM7589
 DM7589'DESCRIBED BY MN DEPT OF TRANSP 2009 (DKH)
 DM7589'THE MARK IS 5.3 MI (8.5 KM) NORTHWEST OF COMSTOCK.
 DM7589'
 DM7589'5.0 MILES NORTH ALONG TRUNK HIGHWAY 75  FROM THE JUNCTION OF TRUNK
 DM7589'HIGHWAY 75 AND COUNTY ROAD 2 TO TRUNK HIGHWAY 75 MILE POINT 240.25.
 DM7589'
 DM7589'IT IS 1.2 MI (1.9 KM) WEST ON COUNTY ROAD 8, IN BRIDGE DECK IN
 DM7589'NORTHEAST CORNER OF COUNTY ROAD 8 BRIDGE NUMBER 14503 OVER RED RIVER,
 DM7589'17.0 FT (5.2 M) NORTH OF COUNTY ROAD 8.
 DM7589
 DM7589                          STATION RECOVERY (2022)
 DM7589
 DM7589'RECOVERY NOTE BY MN DEPT OF TRANSP 2022 (KMS)
 DM7589'THE SURVEY MARK WAS RECOVERED AS DESCRIBED.  THE SURVEY MARK IS INSIDE
 DM7589'THE EXPANSION JOINT.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DP2179 ***********************************************************************
 DP2179  DESIGNATION -  1407 AC RESET
 DP2179  PID         -  DP2179
 DP2179  STATE/COUNTY-  MN/CLAY
 DP2179  COUNTRY     -  US
 DP2179  USGS QUAD   -  GEORGETOWN (2019)
 DP2179
 DP2179                         *CURRENT SURVEY CONTROL
 DP2179  ______________________________________________________________________
 DP2179* NAD 83(2011) POSITION- 47 00 21.56227(N) 096 45 34.63377(W)   ADJUSTED
 DP2179* NAD 83(2011) ELLIP HT-   244.967 (meters)        (12/13/23)   ADJUSTED
 DP2179* NAD 83(2011) EPOCH   -  2010.00
 DP2179* NAVD 88 ORTHO HEIGHT -   271.211 (meters)      889.80  (feet) ADJUSTED
 DP2179  ______________________________________________________________________
 DP2179  GEOID HEIGHT    -        -26.330 (meters)                     GEOID18
 DP2179  NAD 83(2011) X  -   -512,880.229 (meters)                     COMP
 DP2179  NAD 83(2011) Y  - -4,327,078.416 (meters)                     COMP
 DP2179  NAD 83(2011) Z  -  4,642,398.054 (meters)                     COMP
 DP2179  LAPLACE CORR    -         -2.53  (seconds)                    DEFLEC18
 DP2179  DYNAMIC HEIGHT  -        271.244 (meters)      889.91  (feet) COMP
 DP2179  MODELED GRAVITY -    980,727.3   (mgal)                       NAVD 88
 DP2179
 DP2179  VERT ORDER      -  SECOND    CLASS I
 DP2179
 DP2179  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DP2179  Standards:
 DP2179         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DP2179            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DP2179  -------------------------------------------------------------------
 DP2179  NETWORK    0.57   1.39           0.26   0.20   0.71     -0.13380338
 DP2179  -------------------------------------------------------------------
 DP2179  Click here for local accuracies and other accuracy information.
 DP2179
 DP2179.The horizontal coordinates were established by GPS observations
 DP2179.and adjusted by the MN DEPT OF TRANSP in December 2023.
 DP2179
 DP2179.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DP2179.been affixed to the stable North American tectonic plate. See 
 DP2179.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DP2179
 DP2179.The horizontal coordinates are valid at the epoch date displayed above
 DP2179.which is a decimal equivalence of Year/Month/Day.
 DP2179
 DP2179.The orthometric height was determined by differential leveling and
 DP2179.adjusted by the NATIONAL GEODETIC SURVEY
 DP2179.in April 2024.
 DP2179
 DP2179.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP2179.GEOID18 height accuracy estimate available here.
 DP2179
 DP2179.Click photographs - Photos may exist for this station.
 DP2179
 DP2179.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DP2179
 DP2179.The Laplace correction was computed from DEFLEC18 derived deflections.
 DP2179
 DP2179.The ellipsoidal height was determined by GPS observations
 DP2179.and is referenced to NAD 83.
 DP2179
 DP2179.The dynamic height is computed by dividing the NAVD 88
 DP2179.geopotential number by the normal gravity value computed on the
 DP2179.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP2179.degrees latitude (g = 980.6199 gals.).
 DP2179
 DP2179.The modeled gravity was interpolated from observed gravity values.
 DP2179
 DP2179. The following values were computed from the NAD 83(2011) position.
 DP2179
 DP2179;                    North         East     Units Scale Factor Converg.
 DP2179;SPC MN C     -   325,989.396   609,183.351   MT  0.99999068   -1 48 55.5
 DP2179;SPC MN C     - 1,069,516.88  1,998,629.04   sFT  0.99999068   -1 48 55.5
 DP2179;UTM  14      - 5,208,265.670   670,304.124   MT  0.99995648   +1 38 20.6
 DP2179
 DP2179!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DP2179!SPC MN C     -   0.99996160  x   0.99999068  =   0.99995228
 DP2179!UTM  14      -   0.99996160  x   0.99995648  =   0.99991808
 DP2179
 DP2179_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPT7030408265(NAD 83)
 DP2179
 DP2179                          SUPERSEDED SURVEY CONTROL
 DP2179
 DP2179  NAVD 88             271.22   (m)          889.8    (f) LEVELING    3  
 DP2179  NAVD 88 (08/26/19)  271.208  (m)          889.79   (f) SUPERSEDED  2 1
 DP2179
 DP2179.Superseded values are not recommended for survey control.
 DP2179
 DP2179.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DP2179.See file dsdata.pdf to determine how the superseded data were derived.
 DP2179
 DP2179_MARKER: I = METAL ROD
 DP2179_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DP2179_STAMPING: 1407 AC RESET 2012
 DP2179_MARK LOGO: MNDT
 DP2179_PROJECTION: RECESSED 10 CENTIMETERS
 DP2179_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DP2179_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DP2179_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP2179+SATELLITE: SATELLITE OBSERVATIONS - July 11, 2023
 DP2179_ROD/PIPE-DEPTH: 22.9 meters
 DP2179
 DP2179  HISTORY     - Date     Condition        Report By
 DP2179  HISTORY     - 20120823 MONUMENTED       MNDT
 DP2179  HISTORY     - 20221009 GOOD             MNDT
 DP2179  HISTORY     - 20230711 GOOD             MNDT
 DP2179
 DP2179                          STATION DESCRIPTION
 DP2179
 DP2179'DESCRIBED BY MN DEPT OF TRANSP 2012
 DP2179'THE MARK IS LOCATED 1.4 MI (2.3 KM) NORTH-NORTHWEST OF KRAGNES.
 DP2179'
 DP2179'TO REACH GO 1.0 MI (1.6 KM) NORTH ALONG TRUNK HIGHWAY 75 FROM THE
 DP2179'JUNCTION OF TRUNK HIGHWAY 75 AND COUNTY ROADS 5 AND 96 IN KRAGNES, AT
 DP2179'TRUNK HIGHWAY 75 MILE POINT 260.5.
 DP2179'
 DP2179'THE MARK IS 189 FT (57.6 M) EAST-NORTHEAST OF TRUNK HIGHWAY 75, 34 FT
 DP2179'(10.4 M) SOUTH OF COUNTY ROAD 99 30.0 FT (9.1 M) EAST OF POWER POLE,
 DP2179'16 FT (4.9 M) WEST OF A FIELD ENTRANCE, 9.7 FT (3.0 M) EAST OF A
 DP2179'WITNESS POST.
 DP2179
 DP2179                          STATION RECOVERY (2022)
 DP2179
 DP2179'RECOVERY NOTE BY MN DEPT OF TRANSP 2022 (KMS)
 DP2179'RECOVERED IN GOOD CONDITION.
 DP2179'
 DP2179'NOTE-12.2 FT (3.7 M) EAST OF A WITNESS POST.
 DP2179
 DP2179                          STATION RECOVERY (2023)
 DP2179
 DP2179'RECOVERY NOTE BY MN DEPT OF TRANSP 2023 (SXR)
 DP2179'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DP2180 ***********************************************************************
 DP2180  DESIGNATION -  1407 AD RESET
 DP2180  PID         -  DP2180
 DP2180  STATE/COUNTY-  MN/CLAY
 DP2180  COUNTRY     -  US
 DP2180  USGS QUAD   -  GEORGETOWN (2019)
 DP2180
 DP2180                         *CURRENT SURVEY CONTROL
 DP2180  ______________________________________________________________________
 DP2180* NAD 83(2011) POSITION- 47 01 14.51875(N) 096 46 06.39364(W)   ADJUSTED
 DP2180* NAD 83(2011) ELLIP HT-   244.654 (meters)        (12/13/23)   ADJUSTED
 DP2180* NAD 83(2011) EPOCH   -  2010.00
 DP2180* NAVD 88 ORTHO HEIGHT -   270.885 (meters)      888.73  (feet) ADJUSTED
 DP2180  ______________________________________________________________________
 DP2180  GEOID HEIGHT    -        -26.323 (meters)                     GEOID18
 DP2180  NAD 83(2011) X  -   -513,405.471 (meters)                     COMP
 DP2180  NAD 83(2011) Y  - -4,325,811.200 (meters)                     COMP
 DP2180  NAD 83(2011) Z  -  4,643,512.890 (meters)                     COMP
 DP2180  LAPLACE CORR    -         -2.53  (seconds)                    DEFLEC18
 DP2180  DYNAMIC HEIGHT  -        270.918 (meters)      888.84  (feet) COMP
 DP2180  MODELED GRAVITY -    980,727.8   (mgal)                       NAVD 88
 DP2180
 DP2180  VERT ORDER      -  SECOND    CLASS I
 DP2180
 DP2180  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DP2180  Standards:
 DP2180         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DP2180            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DP2180  -------------------------------------------------------------------
 DP2180  NETWORK    0.53   1.31           0.24   0.19   0.67     -0.14435645
 DP2180  -------------------------------------------------------------------
 DP2180  Click here for local accuracies and other accuracy information.
 DP2180
 DP2180.The horizontal coordinates were established by GPS observations
 DP2180.and adjusted by the MN DEPT OF TRANSP in December 2023.
 DP2180
 DP2180.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DP2180.been affixed to the stable North American tectonic plate. See 
 DP2180.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DP2180
 DP2180.The horizontal coordinates are valid at the epoch date displayed above
 DP2180.which is a decimal equivalence of Year/Month/Day.
 DP2180
 DP2180.The orthometric height was determined by differential leveling and
 DP2180.adjusted by the NATIONAL GEODETIC SURVEY
 DP2180.in April 2024.
 DP2180
 DP2180.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP2180.GEOID18 height accuracy estimate available here.
 DP2180
 DP2180.Click photographs - Photos may exist for this station.
 DP2180
 DP2180.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DP2180
 DP2180.The Laplace correction was computed from DEFLEC18 derived deflections.
 DP2180
 DP2180.The ellipsoidal height was determined by GPS observations
 DP2180.and is referenced to NAD 83.
 DP2180
 DP2180.The dynamic height is computed by dividing the NAVD 88
 DP2180.geopotential number by the normal gravity value computed on the
 DP2180.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP2180.degrees latitude (g = 980.6199 gals.).
 DP2180
 DP2180.The modeled gravity was interpolated from observed gravity values.
 DP2180
 DP2180. The following values were computed from the NAD 83(2011) position.
 DP2180
 DP2180;                    North         East     Units Scale Factor Converg.
 DP2180;SPC MN C     -   327,645.190   608,564.779   MT  0.99999373   -1 49 18.5
 DP2180;SPC MN C     - 1,074,949.26  1,996,599.61   sFT  0.99999373   -1 49 18.5
 DP2180;UTM  14      - 5,209,881.121   669,586.927   MT  0.99995348   +1 37 58.8
 DP2180
 DP2180!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DP2180!SPC MN C     -   0.99996165  x   0.99999373  =   0.99995538
 DP2180!UTM  14      -   0.99996165  x   0.99995348  =   0.99991513
 DP2180
 DP2180_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPT6958609881(NAD 83)
 DP2180
 DP2180                          SUPERSEDED SURVEY CONTROL
 DP2180
 DP2180  NAVD 88             270.89   (m)          888.7    (f) LEVELING    3  
 DP2180  NAVD 88 (08/26/19)  270.884  (m)          888.73   (f) SUPERSEDED  2 1
 DP2180
 DP2180.Superseded values are not recommended for survey control.
 DP2180
 DP2180.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DP2180.See file dsdata.pdf to determine how the superseded data were derived.
 DP2180
 DP2180_MARKER: I = METAL ROD
 DP2180_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DP2180_STAMPING: 1407 AD RESET 2012
 DP2180_MARK LOGO: MNDT
 DP2180_PROJECTION: RECESSED 20 CENTIMETERS
 DP2180_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DP2180_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DP2180_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP2180+SATELLITE: SATELLITE OBSERVATIONS - July 12, 2023
 DP2180_ROD/PIPE-DEPTH: 12.2 meters
 DP2180
 DP2180  HISTORY     - Date     Condition        Report By
 DP2180  HISTORY     - 20120823 MONUMENTED       MNDT
 DP2180  HISTORY     - 20221010 GOOD             MNDT
 DP2180  HISTORY     - 20230712 GOOD             MNDT
 DP2180
 DP2180                          STATION DESCRIPTION
 DP2180
 DP2180'DESCRIBED BY MN DEPT OF TRANSP 2012
 DP2180'THE MARK IS LOCATED 2.4 MI (3.9 KM) NORTHWEST OF KRAGNES.
 DP2180'
 DP2180'TO REACH GO 2.1 MI (3.4 KM) NORTH ALONG TRUNK HIGHWAY 75 FROM THE
 DP2180'JUNCTION OF TRUNK HIGHWAY 75 AND COUNTY ROADS 5 AND 96 IN KRAGNES, AT
 DP2180'TRUNK HIGHWAY 75 MILE POINT 261.60, THEN 150 FT (45.7 M) WEST ON 120TH
 DP2180'AVENUE NORTH.
 DP2180'
 DP2180'THE MARK IS 204 FT (62.2 M) WEST-SOUTHWEST OF TRUNK HIGHWAY 75, 27 FT
 DP2180'(8.2 M) NORTH OF 120TH AVENUE NORTH, 68.5 FT (20.9 M) WEST-SOUTHWEST
 DP2180'OF WEST RAIL OF TRACKS, 29.1 FT (8.9 M) NORTHWEST OF NORTH END OF 18
 DP2180'INCH (46 CM) CORRUGATED METAL PIPE UNDER 120TH AVENUE NORTH, 16 FT
 DP2180'(4.9 M) EAST OF A FIELD ENTRANCE, 9.9 FT (3.0 M) WEST OF A WITNESS
 DP2180'POST.
 DP2180
 DP2180                          STATION RECOVERY (2022)
 DP2180
 DP2180'RECOVERY NOTE BY MN DEPT OF TRANSP 2022 (KMS)
 DP2180'RECOVERTED IN GOOD CONDITION.
 DP2180'
 DP2180'NOTE-16.6 FT (5.1 M) WEST OF A WITNESS POST.
 DP2180
 DP2180                          STATION RECOVERY (2023)
 DP2180
 DP2180'RECOVERY NOTE BY MN DEPT OF TRANSP 2023 (LXG)
 DP2180'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DP2181 ***********************************************************************
 DP2181  DESIGNATION -  1407 AE
 DP2181  PID         -  DP2181
 DP2181  STATE/COUNTY-  MN/CLAY
 DP2181  COUNTRY     -  US
 DP2181  USGS QUAD   -  GEORGETOWN (2019)
 DP2181
 DP2181                         *CURRENT SURVEY CONTROL
 DP2181  ______________________________________________________________________
 DP2181* NAD 83(2011) POSITION- 47 04 36.18598(N) 096 47 32.37046(W)   ADJUSTED
 DP2181* NAD 83(2011) ELLIP HT-   242.452 (meters)        (12/13/23)   ADJUSTED
 DP2181* NAD 83(2011) EPOCH   -  2010.00
 DP2181* NAVD 88 ORTHO HEIGHT -   268.656 (meters)      881.42  (feet) ADJUSTED
 DP2181  ______________________________________________________________________
 DP2181  GEOID HEIGHT    -        -26.292 (meters)                     GEOID18
 DP2181  NAD 83(2011) X  -   -514,669.235 (meters)                     COMP
 DP2181  NAD 83(2011) Y  - -4,321,068.895 (meters)                     COMP
 DP2181  NAD 83(2011) Z  -  4,647,754.845 (meters)                     COMP
 DP2181  LAPLACE CORR    -         -3.28  (seconds)                    DEFLEC18
 DP2181  DYNAMIC HEIGHT  -        268.691 (meters)      881.53  (feet) COMP
 DP2181  MODELED GRAVITY -    980,733.6   (mgal)                       NAVD 88
 DP2181
 DP2181  VERT ORDER      -  SECOND    CLASS I
 DP2181
 DP2181  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DP2181  Standards:
 DP2181         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DP2181            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DP2181  -------------------------------------------------------------------
 DP2181  NETWORK    0.60   1.43           0.27   0.21   0.73     -0.13193590
 DP2181  -------------------------------------------------------------------
 DP2181  Click here for local accuracies and other accuracy information.
 DP2181
 DP2181.The horizontal coordinates were established by GPS observations
 DP2181.and adjusted by the MN DEPT OF TRANSP in December 2023.
 DP2181
 DP2181.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DP2181.been affixed to the stable North American tectonic plate. See 
 DP2181.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DP2181
 DP2181.The horizontal coordinates are valid at the epoch date displayed above
 DP2181.which is a decimal equivalence of Year/Month/Day.
 DP2181
 DP2181.The orthometric height was determined by differential leveling and
 DP2181.adjusted by the NATIONAL GEODETIC SURVEY
 DP2181.in April 2024.
 DP2181
 DP2181.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP2181.GEOID18 height accuracy estimate available here.
 DP2181
 DP2181.Click photographs - Photos may exist for this station.
 DP2181
 DP2181.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DP2181
 DP2181.The Laplace correction was computed from DEFLEC18 derived deflections.
 DP2181
 DP2181.The ellipsoidal height was determined by GPS observations
 DP2181.and is referenced to NAD 83.
 DP2181
 DP2181.The dynamic height is computed by dividing the NAVD 88
 DP2181.geopotential number by the normal gravity value computed on the
 DP2181.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP2181.degrees latitude (g = 980.6199 gals.).
 DP2181
 DP2181.The modeled gravity was interpolated from observed gravity values.
 DP2181
 DP2181. The following values were computed from the NAD 83(2011) position.
 DP2181
 DP2181;                    North         East     Units Scale Factor Converg.
 DP2181;SPC MN C     -   333,927.673   606,949.878   MT  1.00000595   -1 50 20.7
 DP2181;SPC MN C     - 1,095,561.04  1,991,301.39   sFT  1.00000595   -1 50 20.7
 DP2181;UTM  14      - 5,216,054.538   667,596.403   MT  0.99994523   +1 37 01.1
 DP2181
 DP2181!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DP2181!SPC MN C     -   0.99996200  x   1.00000595  =   0.99996795
 DP2181!UTM  14      -   0.99996200  x   0.99994523  =   0.99990723
 DP2181
 DP2181_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPT6759616054(NAD 83)
 DP2181
 DP2181                          SUPERSEDED SURVEY CONTROL
 DP2181
 DP2181  NAVD 88             268.67   (m)          881.5    (f) LEVELING    3  
 DP2181  NAVD 88 (08/26/19)  268.655  (m)          881.41   (f) SUPERSEDED  2 1
 DP2181
 DP2181.Superseded values are not recommended for survey control.
 DP2181
 DP2181.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DP2181.See file dsdata.pdf to determine how the superseded data were derived.
 DP2181
 DP2181_MARKER: I = METAL ROD
 DP2181_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DP2181_STAMPING: 1407 AE 2012
 DP2181_MARK LOGO: MNDT
 DP2181_PROJECTION: RECESSED 8 CENTIMETERS
 DP2181_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DP2181_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DP2181_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP2181+SATELLITE: SATELLITE OBSERVATIONS - July 12, 2023
 DP2181_ROD/PIPE-DEPTH: 12.2 meters
 DP2181
 DP2181  HISTORY     - Date     Condition        Report By
 DP2181  HISTORY     - 20121010 MONUMENTED       MNDT
 DP2181  HISTORY     - 20221010 GOOD             MNDT
 DP2181  HISTORY     - 20230712 GOOD             MNDT
 DP2181
 DP2181                          STATION DESCRIPTION
 DP2181
 DP2181'DESCRIBED BY MN DEPT OF TRANSP 2012
 DP2181'THE MARK IS LOCATED IN GEORGETOWN.
 DP2181'
 DP2181'TO REACH GO 0.2 MI (0.3 KM) SOUTH ALONG TRUNK HIGHWAY 75 FROM THE
 DP2181'JUNCTION OF TRUNK HIGHWAY 75 AND COUNTY ROAD 100/COUNTY ROAD 34 IN
 DP2181'GEORGETOWN, AT TRUNK HIGHWAY 75 MILE POINT 265.7.
 DP2181'
 DP2181'THE MARK IS 34.4 FT (10.5 M) EAST OF TRUNK HIGHWAY 75, 1.5 FT (0.5 M)
 DP2181'WEST OF A WITNESS POST.
 DP2181
 DP2181                          STATION RECOVERY (2022)
 DP2181
 DP2181'RECOVERY NOTE BY MN DEPT OF TRANSP 2022 (KMS)
 DP2181'RECOVERED AS DESCRIBED.
 DP2181
 DP2181                          STATION RECOVERY (2023)
 DP2181
 DP2181'RECOVERY NOTE BY MN DEPT OF TRANSP 2023 (LXG)
 DP2181'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DO9522 ***********************************************************************
 DO9522  DESIGNATION -  1407 AF
 DO9522  PID         -  DO9522
 DO9522  STATE/COUNTY-  MN/CLAY
 DO9522  COUNTRY     -  US
 DO9522  USGS QUAD   -  GEORGETOWN (2019)
 DO9522
 DO9522                         *CURRENT SURVEY CONTROL
 DO9522  ______________________________________________________________________
 DO9522* NAD 83(2011) POSITION- 47 07 18.22782(N) 096 47 47.09640(W)   ADJUSTED
 DO9522* NAD 83(2011) ELLIP HT-   241.138 (meters)        (10/28/13)   ADJUSTED
 DO9522* NAD 83(2011) EPOCH   -  2010.00
 DO9522* NAVD 88 ORTHO HEIGHT -   267.415 (meters)      877.34  (feet) ADJUSTED
 DO9522  ______________________________________________________________________
 DO9522  GEOID HEIGHT    -        -26.329 (meters)                     GEOID18
 DO9522  NAD 83(2011) X  -   -514,543.807 (meters)                     COMP
 DO9522  NAD 83(2011) Y  - -4,317,391.225 (meters)                     COMP
 DO9522  NAD 83(2011) Z  -  4,651,160.434 (meters)                     COMP
 DO9522  LAPLACE CORR    -         -3.36  (seconds)                    DEFLEC18
 DO9522  DYNAMIC HEIGHT  -        267.451 (meters)      877.46  (feet) COMP
 DO9522  MODELED GRAVITY -    980,738.4   (mgal)                       NAVD 88
 DO9522
 DO9522  VERT ORDER      -  SECOND    CLASS I
 DO9522
 DO9522  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DO9522  Standards:
 DO9522         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DO9522            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DO9522  -------------------------------------------------------------------
 DO9522  NETWORK    0.87   1.76           0.39   0.31   0.90      0.08845832
 DO9522  -------------------------------------------------------------------
 DO9522  Click here for local accuracies and other accuracy information.
 DO9522
 DO9522.The horizontal coordinates were established by GPS observations
 DO9522.and adjusted by the MN DEPT OF TRANSP in October 2013.
 DO9522
 DO9522.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DO9522.been affixed to the stable North American tectonic plate. See 
 DO9522.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DO9522
 DO9522.The horizontal coordinates are valid at the epoch date displayed above
 DO9522.which is a decimal equivalence of Year/Month/Day.
 DO9522
 DO9522.The orthometric height was determined by differential leveling and
 DO9522.adjusted by the NATIONAL GEODETIC SURVEY
 DO9522.in August 2019.
 DO9522
 DO9522.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO9522.GEOID18 height accuracy estimate available here.
 DO9522
 DO9522.Click photographs - Photos may exist for this station.
 DO9522
 DO9522.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DO9522
 DO9522.The Laplace correction was computed from DEFLEC18 derived deflections.
 DO9522
 DO9522.The ellipsoidal height was determined by GPS observations
 DO9522.and is referenced to NAD 83.
 DO9522
 DO9522.The dynamic height is computed by dividing the NAVD 88
 DO9522.geopotential number by the normal gravity value computed on the
 DO9522.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO9522.degrees latitude (g = 980.6199 gals.).
 DO9522
 DO9522.The modeled gravity was interpolated from observed gravity values.
 DO9522
 DO9522. The following values were computed from the NAD 83(2011) position.
 DO9522
 DO9522;                    North         East     Units Scale Factor Converg.
 DO9522;SPC MN C     -   338,939.188   606,800.226   MT  1.00001647   -1 50 31.4
 DO9522;SPC MN C     - 1,112,002.99  1,990,810.41   sFT  1.00001647   -1 50 31.4
 DO9522;UTM  14      - 5,221,047.579   667,144.893   MT  0.99994336   +1 36 54.6
 DO9522
 DO9522!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DO9522!SPC MN C     -   0.99996220  x   1.00001647  =   0.99997867
 DO9522!UTM  14      -   0.99996220  x   0.99994336  =   0.99990557
 DO9522
 DO9522_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPT6714421047(NAD 83)
 DO9522
 DO9522                          SUPERSEDED SURVEY CONTROL
 DO9522
 DO9522  NAVD 88 (10/28/13)  267.47   (m)  GEOID12A model used  GPS OBS        
 DO9522
 DO9522.Superseded values are not recommended for survey control.
 DO9522
 DO9522.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DO9522.See file dsdata.pdf to determine how the superseded data were derived.
 DO9522
 DO9522_MARKER: I = METAL ROD
 DO9522_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DO9522_STAMPING: 1407 AF 2012
 DO9522_MARK LOGO: MNDT
 DO9522_PROJECTION: RECESSED 8 CENTIMETERS
 DO9522_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DO9522_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DO9522_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DO9522+SATELLITE: SATELLITE OBSERVATIONS - August 08, 2013
 DO9522_ROD/PIPE-DEPTH: 7.6 meters
 DO9522
 DO9522  HISTORY     - Date     Condition        Report By
 DO9522  HISTORY     - 20121030 MONUMENTED       MNDT
 DO9522  HISTORY     - 20130808 GOOD             MNDT
 DO9522
 DO9522                          STATION DESCRIPTION
 DO9522
 DO9522'DESCRIBED BY MN DEPT OF TRANSP 2012
 DO9522'2.9 MILES NORTH OF GEORGETOWN, 2.85 MILES NORTH ALONG TRUNK HIGHWAY 75
 DO9522'FROM JUNCTION OF TRUNK HIGHWAY 75 AND COUNTY ROAD 100/COUNTY ROAD 34
 DO9522'IN GEORGETOWN, AT TRUNK HIGHWAY 75 MILEPOINT 268.8, 66.7 FEET  EAST OF
 DO9522'TRUNK HIGHWAY 75, 103.2 FEET SOUTH OF 190TH AVENUE NORTHWEST, 18.6
 DO9522'FEET NORTH OF FIELD ENTRANCE, 1.5 FEET SOUTH OF WITNESS POST.
 DO9522
 DO9522                          STATION RECOVERY (2013)
 DO9522
 DO9522'RECOVERY NOTE BY MN DEPT OF TRANSP 2013 (PJG)
 DO9522'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DR9627 ***********************************************************************
 DR9627  DESIGNATION -  1407 AG
 DR9627  PID         -  DR9627
 DR9627  STATE/COUNTY-  MN/CLAY
 DR9627  COUNTRY     -  US
 DR9627  USGS QUAD   -  DILWORTH (2019)
 DR9627
 DR9627                         *CURRENT SURVEY CONTROL
 DR9627  ______________________________________________________________________
 DR9627* NAD 83(2011) POSITION- 46 53 13.30379(N) 096 44 45.28295(W)   ADJUSTED
 DR9627* NAD 83(2011) ELLIP HT-   248.496 (meters)        (12/13/23)   ADJUSTED
 DR9627* NAD 83(2011) EPOCH   -  2010.00
 DR9627* NAVD 88 ORTHO HEIGHT -   274.916 (meters)      901.95  (feet) ADJUSTED
 DR9627  ______________________________________________________________________
 DR9627  GEOID HEIGHT    -        -26.500 (meters)                     GEOID18
 DR9627  NAD 83(2011) X  -   -512,980.397 (meters)                     COMP
 DR9627  NAD 83(2011) Y  - -4,336,800.472 (meters)                     COMP
 DR9627  NAD 83(2011) Z  -  4,633,371.942 (meters)                     COMP
 DR9627  LAPLACE CORR    -         -2.72  (seconds)                    DEFLEC18
 DR9627  DYNAMIC HEIGHT  -        274.941 (meters)      902.04  (feet) COMP
 DR9627  MODELED GRAVITY -    980,699.6   (mgal)                       NAVD 88
 DR9627
 DR9627  VERT ORDER      -  SECOND    CLASS I
 DR9627
 DR9627  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DR9627  Standards:
 DR9627         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DR9627            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DR9627  -------------------------------------------------------------------
 DR9627  NETWORK    0.57   1.37           0.26   0.20   0.70     -0.13766826
 DR9627  -------------------------------------------------------------------
 DR9627  Click here for local accuracies and other accuracy information.
 DR9627
 DR9627.The horizontal coordinates were established by GPS observations
 DR9627.and adjusted by the MN DEPT OF TRANSP in December 2023.
 DR9627
 DR9627.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DR9627.been affixed to the stable North American tectonic plate. See 
 DR9627.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DR9627
 DR9627.The horizontal coordinates are valid at the epoch date displayed above
 DR9627.which is a decimal equivalence of Year/Month/Day.
 DR9627
 DR9627.The orthometric height was determined by differential leveling and
 DR9627.adjusted by the NATIONAL GEODETIC SURVEY
 DR9627.in April 2024.
 DR9627
 DR9627.Significant digits in the geoid height do not necessarily reflect accuracy.
 DR9627.GEOID18 height accuracy estimate available here.
 DR9627
 DR9627.Click photographs - Photos may exist for this station.
 DR9627
 DR9627.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DR9627
 DR9627.The Laplace correction was computed from DEFLEC18 derived deflections.
 DR9627
 DR9627.The ellipsoidal height was determined by GPS observations
 DR9627.and is referenced to NAD 83.
 DR9627
 DR9627.The dynamic height is computed by dividing the NAVD 88
 DR9627.geopotential number by the normal gravity value computed on the
 DR9627.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DR9627.degrees latitude (g = 980.6199 gals.).
 DR9627
 DR9627.The modeled gravity was interpolated from observed gravity values.
 DR9627
 DR9627. The following values were computed from the NAD 83(2011) position.
 DR9627
 DR9627;                    North         East     Units Scale Factor Converg.
 DR9627;SPC MN C     -   312,738.465   609,808.657   MT  0.99996846   -1 48 19.8
 DR9627;SPC MN C     - 1,026,042.78  2,000,680.57   sFT  0.99996846   -1 48 19.8
 DR9627;UTM  14      - 5,195,076.717   671,726.357   MT  0.99996247   +1 38 45.2
 DR9627
 DR9627!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DR9627!SPC MN C     -   0.99996105  x   0.99996846  =   0.99992951
 DR9627!UTM  14      -   0.99996105  x   0.99996247  =   0.99992352
 DR9627
 DR9627_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPS7172695076(NAD 83)
 DR9627
 DR9627                          SUPERSEDED SURVEY CONTROL
 DR9627
 DR9627  NAVD 88             274.92   (m)          902.0    (f) LEVELING    3  
 DR9627
 DR9627.Superseded values are not recommended for survey control.
 DR9627
 DR9627.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DR9627.See file dsdata.pdf to determine how the superseded data were derived.
 DR9627
 DR9627_MARKER: F = FLANGE-ENCASED ROD
 DR9627_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DR9627_STAMPING: 1407 AG 2022
 DR9627_MARK LOGO: MNDT
 DR9627_PROJECTION: RECESSED 5 CENTIMETERS
 DR9627_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DR9627_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DR9627_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DR9627+SATELLITE: SATELLITE OBSERVATIONS - June 27, 2023
 DR9627_ROD/PIPE-DEPTH: 20.7 meters
 DR9627
 DR9627  HISTORY     - Date     Condition        Report By
 DR9627  HISTORY     - 20220726 MONUMENTED       MNDT
 DR9627  HISTORY     - 20220923 GOOD             MNDT
 DR9627  HISTORY     - 20230627 GOOD             MNDT
 DR9627
 DR9627                          STATION DESCRIPTION
 DR9627
 DR9627'DESCRIBED BY MN DEPT OF TRANSP 2022 (RMJ)
 DR9627'THE MARK IS LOCATED ABOUT 8.6 MI (13.8 KM) NORTH-NORTHWEST OF SABIN,
 DR9627'8.0 MI (12.9 KM) WEST OF GLYNDON AND 2.2 MI (3.5 KM) WEST-NORTHWEST OF
 DR9627'DILWORTH.
 DR9627'
 DR9627'THE MARK WAS LOCATED ABOUT IN DILWORTH, 0.75 MI (1.21 KM) NORTH ALONG
 DR9627'TRUNK HIGHWAY 75 FROM THE EAST JUNCTION OF TRUNK HIGHWAY 75 AND TRUNK
 DR9627'HIGHWAY 10 IN DILWORTH, AT TRUNK HIGHWAY 75 MILE POINT 252.20.
 DR9627'
 DR9627'IT IS 60.6 FT (18.5 M) EAST OF TRUNK HIGHWAY 75, 36.3 FT (11.1 M)
 DR9627'SOUTH OF A FIELD ENTRANCE, 30.5 FT (9.3 M) EAST OF A LIGHT POLE
 DR9627'NUMBERED 18 AND 1.5 FT (0.5 M) WEST OF A WITNESS POST.
 DR9627'
 DR9627'NOTE-THE STATION STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER
 DR9627'ALUMINUM ROD DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION
 DR9627'REMOVABLE DISK SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY
 DR9627'A SIX-INCH PVC PIPE BACK FILLED WITH WASHED SAND.
 DR9627
 DR9627                          STATION RECOVERY (2023)
 DR9627
 DR9627'RECOVERY NOTE BY MN DEPT OF TRANSP 2023 (EXR)
 DR9627'IN DILWORTH, 0.75 MILE NORTH ALONG TRUNK HIGHWAY 75 FROM THE EAST
 DR9627'JUNCTION OF TRUNK HIGHWAY 75 AND TRUNK HIGHWAY 10 IN DILWORTH, AT
 DR9627'TRUNK HIGHWAY 75 MILEPOINT 252.20, 60.6 FEET EAST OF TRUNK HIGHWAY 75,
 DR9627'36.3 FEET SOUTH OF A FIELD ENTRANCE, 30.5 FEET EAST OF A LIGHT POLE
 DR9627'NUMBERED 18, 1.5 FEET WEST OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DR9628 ***********************************************************************
 DR9628  DESIGNATION -  1407 AH
 DR9628  PID         -  DR9628
 DR9628  STATE/COUNTY-  MN/CLAY
 DR9628  COUNTRY     -  US
 DR9628  USGS QUAD   -  GEORGETOWN (2019)
 DR9628
 DR9628                         *CURRENT SURVEY CONTROL
 DR9628  ______________________________________________________________________
 DR9628* NAD 83(2011) POSITION- 47 03 11.82354(N) 096 47 00.64554(W)   ADJUSTED
 DR9628* NAD 83(2011) ELLIP HT-   242.993 (meters)        (12/13/23)   ADJUSTED
 DR9628* NAD 83(2011) EPOCH   -  2010.00
 DR9628* NAVD 88 ORTHO HEIGHT -   269.217 (meters)      883.26  (feet) ADJUSTED
 DR9628  ______________________________________________________________________
 DR9628  GEOID HEIGHT    -        -26.305 (meters)                     GEOID18
 DR9628  NAD 83(2011) X  -   -514,229.963 (meters)                     COMP
 DR9628  NAD 83(2011) Y  - -4,323,042.433 (meters)                     COMP
 DR9628  NAD 83(2011) Z  -  4,645,980.588 (meters)                     COMP
 DR9628  LAPLACE CORR    -         -3.24  (seconds)                    DEFLEC18
 DR9628  DYNAMIC HEIGHT  -        269.251 (meters)      883.37  (feet) COMP
 DR9628  MODELED GRAVITY -    980,730.7   (mgal)                       NAVD 88
 DR9628
 DR9628  VERT ORDER      -  SECOND    CLASS I
 DR9628
 DR9628  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DR9628  Standards:
 DR9628         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DR9628            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DR9628  -------------------------------------------------------------------
 DR9628  NETWORK    0.71   1.69           0.32   0.25   0.86     -0.16984437
 DR9628  -------------------------------------------------------------------
 DR9628  Click here for local accuracies and other accuracy information.
 DR9628
 DR9628.The horizontal coordinates were established by GPS observations
 DR9628.and adjusted by the MN DEPT OF TRANSP in December 2023.
 DR9628
 DR9628.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DR9628.been affixed to the stable North American tectonic plate. See 
 DR9628.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DR9628
 DR9628.The horizontal coordinates are valid at the epoch date displayed above
 DR9628.which is a decimal equivalence of Year/Month/Day.
 DR9628
 DR9628.The orthometric height was determined by differential leveling and
 DR9628.adjusted by the NATIONAL GEODETIC SURVEY
 DR9628.in April 2024.
 DR9628
 DR9628.Significant digits in the geoid height do not necessarily reflect accuracy.
 DR9628.GEOID18 height accuracy estimate available here.
 DR9628
 DR9628.Click photographs - Photos may exist for this station.
 DR9628
 DR9628.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DR9628
 DR9628.The Laplace correction was computed from DEFLEC18 derived deflections.
 DR9628
 DR9628.The ellipsoidal height was determined by GPS observations
 DR9628.and is referenced to NAD 83.
 DR9628
 DR9628.The dynamic height is computed by dividing the NAVD 88
 DR9628.geopotential number by the normal gravity value computed on the
 DR9628.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DR9628.degrees latitude (g = 980.6199 gals.).
 DR9628
 DR9628.The modeled gravity was interpolated from observed gravity values.
 DR9628
 DR9628. The following values were computed from the NAD 83(2011) position.
 DR9628
 DR9628;                    North         East     Units Scale Factor Converg.
 DR9628;SPC MN C     -   331,302.347   607,535.502   MT  1.00000072   -1 49 57.8
 DR9628;SPC MN C     - 1,086,947.78  1,993,222.73   sFT  1.00000072   -1 49 57.8
 DR9628;UTM  14      - 5,213,469.432   668,339.170   MT  0.99994829   +1 37 22.2
 DR9628
 DR9628!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DR9628!SPC MN C     -   0.99996191  x   1.00000072  =   0.99996263
 DR9628!UTM  14      -   0.99996191  x   0.99994829  =   0.99991020
 DR9628
 DR9628_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPT6833913469(NAD 83)
 DR9628
 DR9628                          SUPERSEDED SURVEY CONTROL
 DR9628
 DR9628  NAVD 88             269.23   (m)          883.3    (f) LEVELING    3  
 DR9628
 DR9628.Superseded values are not recommended for survey control.
 DR9628
 DR9628.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DR9628.See file dsdata.pdf to determine how the superseded data were derived.
 DR9628
 DR9628_MARKER: F = FLANGE-ENCASED ROD
 DR9628_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DR9628_STAMPING: 1407 AH 2022
 DR9628_MARK LOGO: MNDT
 DR9628_PROJECTION: RECESSED 8 CENTIMETERS
 DR9628_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DR9628_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DR9628_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DR9628+SATELLITE: SATELLITE OBSERVATIONS - July 12, 2023
 DR9628_ROD/PIPE-DEPTH: 4.9 meters
 DR9628
 DR9628  HISTORY     - Date     Condition        Report By
 DR9628  HISTORY     - 20220726 MONUMENTED       MNDT
 DR9628  HISTORY     - 20221010 GOOD             MNDT
 DR9628  HISTORY     - 20230712 GOOD             MNDT
 DR9628
 DR9628                          STATION DESCRIPTION
 DR9628
 DR9628'DESCRIBED BY MN DEPT OF TRANSP 2022 (RMJ)
 DR9628'THE MARK IS LOCATED ABOUT 12.8 MI (20.6 KM) NORTH-NORTHWEST OF
 DR9628'DILWORTH, 8.6 MI (13.8 KM) SOUTH OF PERLEY AND 1.9 MI (3.1 KM)
 DR9628'SOUTH-SOUTHEAST OF GEORGETOWN.
 DR9628'
 DR9628'THE MARK WAS LOCATED ABOUT 1.8 MI (2.9 KM) SOUTH OF GEORGETOWN, 1.9 MI
 DR9628'(3.1 KM) SOUTH ALONG TRUNK HIGHWAY 75 FROM THE JUNCTION OF TRUNK
 DR9628'HIGHWAY 75 AND COUNTY ROAD 100 AND COUNTY ROAD 34 IN GEORGETOWN, AT
 DR9628'TRUNK HIGHWAY 75 MILE POINT 264.0.
 DR9628'
 DR9628'IT IS 35.2 FT (10.7 M) EAST OF TRUNK HIGHWAY 75, 35.2 FT (10.7 M)
 DR9628'NORTH OF A FIELD ENTRANCE, 37.9 FT (11.6 M) SOUTHEAST OF MILEPOST
 DR9628'NUMBER 264 AND 5.0 FT (1.5 M) EAST OF A WITNESS POST.
 DR9628'
 DR9628'NOTE-THE STATION STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER
 DR9628'ALUMINUM ROD DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION
 DR9628'REMOVABLE DISK SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY
 DR9628'A SIX-INCH PVC PIPE BACK FILLED WITH WASHED SAND.
 DR9628
 DR9628                          STATION RECOVERY (2023)
 DR9628
 DR9628'RECOVERY NOTE BY MN DEPT OF TRANSP 2023 (AXH)
 DR9628'1.8 MILES SOUTH OF GEORGETOWN, 1.9 MILES SOUTH ALONG TRUNK HIGHWAY 75
 DR9628'FROM THE JUNCTION OF TRUNK HIGHWAY 75 AND COUNTY ROAD 100 AND COUNTY
 DR9628'ROAD 34 IN GEORGETOWN, AT TRUNK HIGHWAY 75 MILEPOINT 264.0, 35.2 FEET
 DR9628'EAST OF TRUNK HIGHWAY 75, 35.2 FEET NORTH OF A FIELD ENTRANCE, 37.9
 DR9628'FEET SOUTHEAST OF MILEPOST NUMBER 264, 5.0 FEET EAST OF A WITNESS
 DR9628'POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DR9629 ***********************************************************************
 DR9629  DESIGNATION -  1407 AJ
 DR9629  PID         -  DR9629
 DR9629  STATE/COUNTY-  MN/CLAY
 DR9629  COUNTRY     -  US
 DR9629  USGS QUAD   -  GEORGETOWN (2019)
 DR9629
 DR9629                         *CURRENT SURVEY CONTROL
 DR9629  ______________________________________________________________________
 DR9629* NAD 83(2011) POSITION- 47 04 01.54375(N) 096 47 25.09205(W)   ADJUSTED
 DR9629* NAD 83(2011) ELLIP HT-   241.807 (meters)        (12/13/23)   ADJUSTED
 DR9629* NAD 83(2011) EPOCH   -  2010.00
 DR9629* NAVD 88 ORTHO HEIGHT -   268.005 (meters)      879.28  (feet) ADJUSTED
 DR9629  ______________________________________________________________________
 DR9629  GEOID HEIGHT    -        -26.294 (meters)                     GEOID18
 DR9629  NAD 83(2011) X  -   -514,609.325 (meters)                     COMP
 DR9629  NAD 83(2011) Y  - -4,321,864.464 (meters)                     COMP
 DR9629  NAD 83(2011) Z  -  4,647,025.731 (meters)                     COMP
 DR9629  LAPLACE CORR    -         -3.32  (seconds)                    DEFLEC18
 DR9629  DYNAMIC HEIGHT  -        268.039 (meters)      879.39  (feet) COMP
 DR9629  MODELED GRAVITY -    980,732.5   (mgal)                       NAVD 88
 DR9629
 DR9629  VERT ORDER      -  SECOND    CLASS I
 DR9629
 DR9629  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DR9629  Standards:
 DR9629         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DR9629            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DR9629  -------------------------------------------------------------------
 DR9629  NETWORK    0.73   1.72           0.33   0.25   0.88     -0.17730868
 DR9629  -------------------------------------------------------------------
 DR9629  Click here for local accuracies and other accuracy information.
 DR9629
 DR9629.The horizontal coordinates were established by GPS observations
 DR9629.and adjusted by the MN DEPT OF TRANSP in December 2023.
 DR9629
 DR9629.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DR9629.been affixed to the stable North American tectonic plate. See 
 DR9629.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DR9629
 DR9629.The horizontal coordinates are valid at the epoch date displayed above
 DR9629.which is a decimal equivalence of Year/Month/Day.
 DR9629
 DR9629.The orthometric height was determined by differential leveling and
 DR9629.adjusted by the NATIONAL GEODETIC SURVEY
 DR9629.in April 2024.
 DR9629
 DR9629.Significant digits in the geoid height do not necessarily reflect accuracy.
 DR9629.GEOID18 height accuracy estimate available here.
 DR9629
 DR9629.Click photographs - Photos may exist for this station.
 DR9629
 DR9629.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DR9629
 DR9629.The Laplace correction was computed from DEFLEC18 derived deflections.
 DR9629
 DR9629.The ellipsoidal height was determined by GPS observations
 DR9629.and is referenced to NAD 83.
 DR9629
 DR9629.The dynamic height is computed by dividing the NAVD 88
 DR9629.geopotential number by the normal gravity value computed on the
 DR9629.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DR9629.degrees latitude (g = 980.6199 gals.).
 DR9629
 DR9629.The modeled gravity was interpolated from observed gravity values.
 DR9629
 DR9629. The following values were computed from the NAD 83(2011) position.
 DR9629
 DR9629;                    North         East     Units Scale Factor Converg.
 DR9629;SPC MN C     -   332,853.499   607,069.043   MT  1.00000378   -1 50 15.5
 DR9629;SPC MN C     - 1,092,036.85  1,991,692.35   sFT  1.00000378   -1 50 15.5
 DR9629;UTM  14      - 5,214,989.564   667,780.092   MT  0.99994598   +1 37 05.6
 DR9629
 DR9629!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DR9629!SPC MN C     -   0.99996210  x   1.00000378  =   0.99996588
 DR9629!UTM  14      -   0.99996210  x   0.99994598  =   0.99990808
 DR9629
 DR9629_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPT6778014989(NAD 83)
 DR9629
 DR9629                          SUPERSEDED SURVEY CONTROL
 DR9629
 DR9629  NAVD 88             268.02   (m)          879.3    (f) LEVELING    3  
 DR9629
 DR9629.Superseded values are not recommended for survey control.
 DR9629
 DR9629.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DR9629.See file dsdata.pdf to determine how the superseded data were derived.
 DR9629
 DR9629_MARKER: F = FLANGE-ENCASED ROD
 DR9629_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DR9629_STAMPING: 1407 AJ 2022
 DR9629_MARK LOGO: MNDT
 DR9629_PROJECTION: RECESSED 8 CENTIMETERS
 DR9629_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DR9629_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DR9629_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DR9629+SATELLITE: SATELLITE OBSERVATIONS - July 12, 2023
 DR9629_ROD/PIPE-DEPTH: 3.7 meters
 DR9629
 DR9629  HISTORY     - Date     Condition        Report By
 DR9629  HISTORY     - 20220726 MONUMENTED       MNDT
 DR9629  HISTORY     - 20221010 GOOD             MNDT
 DR9629  HISTORY     - 20230712 GOOD             MNDT
 DR9629
 DR9629                          STATION DESCRIPTION
 DR9629
 DR9629'DESCRIBED BY MN DEPT OF TRANSP 2022 (RMJ)
 DR9629'THE MARK IS LOCATED ABOUT 13.4 MI (21.6 KM) WEST OF FELTON, 7.7 MI
 DR9629'(12.4 KM) SOUTH OF PERLEY AND 0.9 MI (1.4 KM) SOUTH OF GEORGETOWN.
 DR9629'
 DR9629'THE MARK WAS LOCATED ABOUT 0.8 MI (1.3 KM) SOUTH OF GEORGETOWN, 0.9 MI
 DR9629'(1.4 KM) SOUTH ALONG TRUNK HIGHWAY 75 FROM THE JUNCTION OF TRUNK
 DR9629'HIGHWAY 75 AND COUNTY ROAD 100 AND COUNTY ROAD 34 IN GEORGETOWN, AT
 DR9629'TRUNK HIGHWAY 75 MILE POINT 265.0.
 DR9629'
 DR9629'IT IS 39.3 FT (12.0 M) EAST OF TRUNK HIGHWAY 75, 15.4 FT (4.7 M)
 DR9629'SOUTHEAST OF MILEPOST NUMBER 265 AND 16.0 FT (4.9 M) NORTHWEST OF A
 DR9629'WITNESS POST.
 DR9629'
 DR9629'NOTE-THE STATION STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER
 DR9629'ALUMINUM ROD DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION
 DR9629'REMOVABLE DISK SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY
 DR9629'A SIX-INCH PVC PIPE BACK FILLED WITH WASHED SAND.
 DR9629
 DR9629                          STATION RECOVERY (2023)
 DR9629
 DR9629'RECOVERY NOTE BY MN DEPT OF TRANSP 2023 (LXG)
 DR9629'0.8 MILE SOUTH OF GEORGETOWN, 0.9 MILE SOUTH ALONG TRUNK HIGHWAY 75
 DR9629'FROM THE JUNCTION OF TRUNK HIGHWAY 75 AND COUNTY ROAD 100 AND COUNTY
 DR9629'ROAD 34 IN GEORGETOWN, AT TRUNK HIGHWAY 75 MILEPOINT 265.0, 39.3 FEET
 DR9629'EAST OF TRUNK HIGHWAY 75, 15.4 FEET SOUTHEAST OF MILEPOST NUMBER 265,
 DR9629'16.0 FEET NORTHWEST OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DE5238 ***********************************************************************
 DE5238  FBN         -  This is a Federal Base Network Control Station.
 DE5238  DESIGNATION -  1407 J
 DE5238  PID         -  DE5238
 DE5238  STATE/COUNTY-  MN/CLAY
 DE5238  COUNTRY     -  US
 DE5238  USGS QUAD   -  GEORGETOWN (2019)
 DE5238
 DE5238                         *CURRENT SURVEY CONTROL
 DE5238  ______________________________________________________________________
 DE5238* NAD 83(2011) POSITION- 47 02 06.35195(N) 096 46 30.46064(W)   ADJUSTED
 DE5238* NAD 83(2011) ELLIP HT-   243.613 (meters)        (06/27/12)   ADJUSTED
 DE5238* NAD 83(2011) EPOCH   -  2010.00
 DE5238* NAVD 88 ORTHO HEIGHT -   269.867 (meters)      885.39  (feet) ADJUSTED
 DE5238  ______________________________________________________________________
 DE5238  GEOID HEIGHT    -        -26.318 (meters)                     GEOID18
 DE5238  NAD 83(2011) X  -   -513,771.947 (meters)                     COMP
 DE5238  NAD 83(2011) Y  - -4,324,587.517 (meters)                     COMP
 DE5238  NAD 83(2011) Z  -  4,644,603.246 (meters)                     COMP
 DE5238  LAPLACE CORR    -         -2.82  (seconds)                    DEFLEC18
 DE5238  DYNAMIC HEIGHT  -        269.900 (meters)      885.50  (feet) COMP
 DE5238  MODELED GRAVITY -    980,728.8   (mgal)                       NAVD 88
 DE5238
 DE5238  VERT ORDER      -  SECOND    CLASS I
 DE5238
 DE5238  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DE5238  Standards:
 DE5238         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DE5238            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DE5238  -------------------------------------------------------------------
 DE5238  NETWORK    0.27   0.49           0.12   0.10   0.25     -0.00995287
 DE5238  -------------------------------------------------------------------
 DE5238  Click here for local accuracies and other accuracy information.
 DE5238
 DE5238.The horizontal coordinates were established by GPS observations
 DE5238.and adjusted by the National Geodetic Survey in June 2012.
 DE5238
 DE5238.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DE5238.been affixed to the stable North American tectonic plate. See 
 DE5238.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DE5238
 DE5238.The horizontal coordinates are valid at the epoch date displayed above
 DE5238.which is a decimal equivalence of Year/Month/Day.
 DE5238
 DE5238.The orthometric height was determined by differential leveling and
 DE5238.adjusted by the NATIONAL GEODETIC SURVEY
 DE5238.in August 2019.
 DE5238
 DE5238.Significant digits in the geoid height do not necessarily reflect accuracy.
 DE5238.GEOID18 height accuracy estimate available here.
 DE5238
 DE5238.Click photographs - Photos may exist 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 DEFLEC18 derived deflections.
 DE5238
 DE5238.The ellipsoidal height was determined by GPS observations
 DE5238.and is referenced to NAD 83.
 DE5238
 DE5238.The dynamic height is computed by dividing the NAVD 88
 DE5238.geopotential number by the normal gravity value computed on the
 DE5238.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE5238.degrees latitude (g = 980.6199 gals.).
 DE5238
 DE5238.The modeled gravity was interpolated from observed gravity values.
 DE5238
 DE5238. The following values were computed from the NAD 83(2011) position.
 DE5238
 DE5238;                    North         East     Units Scale Factor Converg.
 DE5238;SPC MN C     -   329,261.206   608,107.802   MT  0.99999678   -1 49 35.9
 DE5238;SPC MN C     - 1,080,251.14  1,995,100.35   sFT  0.99999678   -1 49 35.9
 DE5238;UTM  14      - 5,211,466.593   669,033.417   MT  0.99995117   +1 37 42.5
 DE5238
 DE5238!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE5238!SPC MN C     -   0.99996182  x   0.99999678  =   0.99995860
 DE5238!UTM  14      -   0.99996182  x   0.99995117  =   0.99991299
 DE5238
 DE5238_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPT6903311466(NAD 83)
 DE5238
 DE5238|---------------------------------------------------------------------|
 DE5238| PID    Reference Object                     Distance      Geod. Az  |
 DE5238|                                                           dddmmss.s |
 DE5238| SL1532 BUFF                                 69.778 METERS 29544     |
 DE5238|---------------------------------------------------------------------|
 DE5238
 DE5238                          SUPERSEDED SURVEY CONTROL
 DE5238
 DE5238  NAD 83(2007)-  47 02 06.35196(N)    096 46 30.46131(W) AD(2002.00) 0
 DE5238  ELLIP H (02/10/07)  243.646  (m)                       GP(2002.00)    
 DE5238  NAD 83(1996)-  47 02 06.35141(N)    096 46 30.46111(W) AD(       ) B
 DE5238  ELLIP H (05/28/02)  243.655  (m)                       GP(       ) 3 2
 DE5238  NAVD 88             269.95   (m)          885.7    (f) LEVELING    3  
 DE5238  NAVD 88 (04/16/04)  269.950  (m)          885.66   (f) SUPERSEDED  2 1
 DE5238  NAVD 88 (05/28/02)  269.9    (m)  GEOID99  model used  GPS OBS        
 DE5238
 DE5238.Superseded values are not recommended for survey control.
 DE5238
 DE5238.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE5238.See file dsdata.pdf to determine how the superseded data were derived.
 DE5238
 DE5238_MARKER: DB = BENCH MARK DISK
 DE5238_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 DE5238_STAMPING: 1407 J 1953
 DE5238_MARK LOGO: MNHD
 DE5238_PROJECTION: FLUSH
 DE5238_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DE5238_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DE5238_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE5238+SATELLITE: SATELLITE OBSERVATIONS - December 23, 2014
 DE5238
 DE5238  HISTORY     - Date     Condition        Report By
 DE5238  HISTORY     - 19530401 MONUMENTED       MNHD
 DE5238  HISTORY     - 200111   GOOD             MNDT
 DE5238  HISTORY     - 20020415 GOOD             MNDT
 DE5238  HISTORY     - 20040209 GOOD             MNDT
 DE5238  HISTORY     - 20040809 GOOD             MNDT
 DE5238  HISTORY     - 20060131 GOOD             MNDT
 DE5238  HISTORY     - 20081120 GOOD             MNDT
 DE5238  HISTORY     - 20081120 GOOD             MNDT
 DE5238  HISTORY     - 20101013 GOOD             WOOLPT
 DE5238  HISTORY     - 20101021 GOOD             WOOLPT
 DE5238  HISTORY     - 20110209 GOOD             INDIV
 DE5238  HISTORY     - 20110819 GOOD             AE
 DE5238  HISTORY     - 20130808 GOOD             MNDT
 DE5238  HISTORY     - 20141223 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                          STATION RECOVERY (2002)
 DE5238
 DE5238'RECOVERY NOTE BY MN DEPT OF TRANSP 2002 (WAS)
 DE5238'THE MARK WAS RECOVERED IN GOOD CONDITION AS DESCRIBED. THE MARK
 DE5238'PROJECTS 6 INCHES, MAGNETIC AND SUITABLE FOR GPS.
 DE5238
 DE5238                          STATION RECOVERY (2004)
 DE5238
 DE5238'RECOVERY NOTE BY MN DEPT OF TRANSP 2004 (DKH)
 DE5238'3.0 MILES SOUTH OF GEORGETOWN, 3.1 MILES SOUTH ALONG TRUNK HIGHWAY 75
 DE5238'FROM THE JUNCTION OF TRUNK HIGHWAY 75 AND COUNTY ROAD 34 IN
 DE5238'GEORGETOWN, AT TRUNK HIGHWAY 75 MILEPOINT 262.70, 101 FEET SOUTHWEST
 DE5238'OF TRUNK HIGHWAY 75, 38.6 FEET SOUTH OF 130 AVENUE NORTH, 22.1 FEET
 DE5238'NORTHEAST OF EAST RAIL OF RAILROAD TRACKS, 3.4 FEET EAST-NORTHEAST OF
 DE5238'WITNESS POST.
 DE5238
 DE5238                          STATION RECOVERY (2004)
 DE5238
 DE5238'RECOVERY NOTE BY MN DEPT OF TRANSP 2004 (MPP)
 DE5238'3.0 MILES SOUTH OF GEORGETOWN, 3.1 MILES SOUTH ALONG TRUNK HIGHWAY 75
 DE5238'FROM THE JUNCTION OF TRUNK HIGHWAY 75 AND COUNTY ROAD 34 IN
 DE5238'GEORGETOWN, AT TRUNK HIGHWAY 75 MILEPOINT 262.70, 101 FEET SOUTHWEST
 DE5238'OF TRUNK HIGHWAY 75, 38.6 FEET SOUTH OF 130 AVENUE NORTH, 22.1 FEET
 DE5238'NORTHEAST OF EAST RAIL OF RAILROAD TRACKS, 3.4 FEET EAST-NORTHEAST OF
 DE5238'WITNESS POST.
 DE5238
 DE5238                          STATION RECOVERY (2006)
 DE5238
 DE5238'RECOVERY NOTE BY MN DEPT OF TRANSP 2006 (MPP)
 DE5238'3.0 MILES SOUTH OF GEORGETOWN, 3.1 MILES SOUTH ALONG TRUNK HIGHWAY 75
 DE5238'FROM THE JUNCTION OF TRUNK HIGHWAY 75 AND COUNTY ROAD 34 IN
 DE5238'GEORGETOWN, AT TRUNK HIGHWAY 75 MILEPOINT 262.65, 101 FEET SOUTHWEST
 DE5238'OF TRUNK HIGHWAY 75, 38.6 FEET SOUTH OF 130 AVENUE NORTH, 22.1 FEET
 DE5238'NORTHEAST OF EAST RAIL OF RAILROAD TRACKS, 3.4 FEET EAST-NORTHEAST OF
 DE5238'WITNESS POST.
 DE5238
 DE5238                          STATION RECOVERY (2008)
 DE5238
 DE5238'RECOVERY NOTE BY MN DEPT OF TRANSP 2008 (DRB)
 DE5238'THE MARK WAS RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.
 DE5238'THE MARK IS 3.0 MILES SOUTH OF GEORGETOWN, 3.1 MILES SOUTH ALONG TRUNK
 DE5238'HIGHWAY 75 FROM THE JUNCTION OF TRUNK HIGHWAY 75 AND COUNTY ROAD 34 IN
 DE5238'GEORGETOWN, AT TRUNK HIGHWAY 75 MILEPOINT 262.65, 101 FEET SOUTHWEST
 DE5238'OF TRUNK HIGHWAY 75, 38.6 FEET SOUTH OF 130 AVENUE NORTH, 22.1 FEET
 DE5238'NORTHEAST OF EAST RAIL OF RAILROAD TRACKS, 3.4 FEET EAST-NORTHEAST OF
 DE5238'WITNESS POST.
 DE5238
 DE5238                          STATION RECOVERY (2008)
 DE5238
 DE5238'RECOVERY NOTE BY MN DEPT OF TRANSP 2008 (MPP)
 DE5238'3.0 MILES SOUTH OF GEORGETOWN, 3.1 MILES SOUTH ALONG TRUNK HIGHWAY 75
 DE5238'FROM THE JUNCTION OF TRUNK HIGHWAY 75 AND COUNTY ROAD 34 IN
 DE5238'GEORGETOWN, AT TRUNK HIGHWAY 75 MILEPOINT 262.65, 101 FEET SOUTHWEST
 DE5238'OF TRUNK HIGHWAY 75, 38.6 FEET SOUTH OF 130 AVENUE NORTH, 22.1 FEET
 DE5238'NORTHEAST OF EAST RAIL OF RAILROAD TRACKS, 3.4 FEET EAST-NORTHEAST OF
 DE5238'WITNESS POST.
 DE5238
 DE5238                          STATION RECOVERY (2010)
 DE5238
 DE5238'RECOVERY NOTE BY WOOLPERT CONSULTANTS 2010 (MGR)
 DE5238'THE MARK IS A PRIMARY PROJECT CONTROL POINT (PPCP) FOR HARWOOD LEVEE
 DE5238'PROJECT AND THE PRIMARY REFERENCE POINT FOR RIVER GAUGE 05060400.
 DE5238'THE MARK IS 85.66 FEET ABOVE ZERO GAGE REFERENCE POINT AT SHEYENNE
 DE5238'RIVER AT HARWOOD, ND.
 DE5238'THE MARK IS 0.18 FEET ABOVE NGVD29 AT SHEYENNE RIVER AT HARWOOD, ND.
 DE5238'
 DE5238'THE MARK IS 11.82 FEET BELOW RM 1, (BASE) BOLT IN DOWNSTREAM MIDDLE
 DE5238'BRIDGERAIL.
 DE5238'
 DE5238'THE MARK IS 10.62 FEET BELOW RM 2, BOLT IN LEFT UPSTREAM BRIDGERAIL.
 DE5238'
 DE5238'THE MARK IS 10.90 FEET BELOW RM 3, BOLT IN LEFT DOWNSTREAM BRIDGERAIL.
 DE5238'
 DE5238'THE MARK IS 10.32 FEET BELOW RM 4, NORTH BOLT IN MANHOLE COVER BY DIKE
 DE5238'EAST OF BRIDGE.
 DE5238'
 DE5238'THE MARK IS 6.97 FEET BELOW RM 5, LAG SCREW IN GREEN ASH TREE, 25 FT
 DE5238'NORTH OF GAGE HOUSE.
 DE5238'
 DE5238'THE MARK IS 5.79 FEET BELOW RM 6, HEAD OF SOUTHWEST BOLT ON TOP OF
 DE5238'COLLAR OF FIRE PLUG 50 FT EAST OF GAGE HOUSE.
 DE5238
 DE5238                          STATION RECOVERY (2010)
 DE5238
 DE5238'RECOVERY NOTE BY WOOLPERT CONSULTANTS 2010 (JWK)
 DE5238'RECOVERED IN GOOD CONDITION.
 DE5238
 DE5238                          STATION RECOVERY (2011)
 DE5238
 DE5238'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2011
 DE5238'RECOVERED AS DESCRIBED
 DE5238
 DE5238                          STATION RECOVERY (2011)
 DE5238
 DE5238'RECOVERY NOTE BY ANDERSON ENGINEERING OF MINNESOTA 2011 (NMH)
 DE5238'RECOVERED BY ANDERSON ENGINEERING OF MN (2011) (NMH)
 DE5238'MARK IS 3.0 MILES SOUTH OF GEORGETOWN ALONG HIGHWAY 75 FROM THE
 DE5238'INTERSECTION OF HIGHWAY 75 AND COUNTY ROAD 34,  AT MILE MARKER 262.7.
 DE5238'MARK IS 101 FEET SOUTHWEST OF TRUNK HIGHWAY 75, 38.6 FEET SOUTH OF
 DE5238'130TH AVE N, 22.1 FEET NORTHEAST OF EAST RAIL OF RAILROAD TRACKS, 3.4
 DE5238'FEET EAST-NORTHEAST OF A WITNESS POST.
 DE5238
 DE5238                          STATION RECOVERY (2013)
 DE5238
 DE5238'RECOVERY NOTE BY MN DEPT OF TRANSP 2013 (JXJ)
 DE5238'3.0 MILES SOUTH OF GEORGETOWN, 3.1 MILES SOUTH ALONG TRUNK HIGHWAY 75
 DE5238'FROM THE JUNCTION OF TRUNK HIGHWAY 75 AND COUNTY ROAD 34 IN
 DE5238'GEORGETOWN, AT TRUNK HIGHWAY 75 MILEPOINT 262.65, 101 FEET SOUTHWEST
 DE5238'OF TRUNK HIGHWAY 75, 38.6 FEET SOUTH OF 130 AVENUE NORTH, 22.1 FEET
 DE5238'NORTHEAST OF EAST RAIL OF RAILROAD TRACKS, 3.4 FEET EAST-NORTHEAST OF
 DE5238'WITNESS POST.
 DE5238
 DE5238                          STATION RECOVERY (2014)
 DE5238
 DE5238'RECOVERY NOTE BY MN DEPT OF TRANSP 2014 (TXD)
 DE5238'3.0 MILES SOUTH OF GEORGETOWN, 3.1 MILES SOUTH ALONG TRUNK HIGHWAY 75
 DE5238'FROM THE JUNCTION OF TRUNK HIGHWAY 75 AND COUNTY ROAD 34 IN
 DE5238'GEORGETOWN, AT TRUNK HIGHWAY 75 MILEPOINT 262.65, 101 FEET SOUTHWEST
 DE5238'OF TRUNK HIGHWAY 75, 38.6 FEET SOUTH OF 130 AVENUE NORTH, 22.1 FEET
 DE5238'NORTHEAST OF EAST RAIL OF RAILROAD TRACKS, 3.4 FEET EAST-NORTHEAST OF
 DE5238'WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DN4391 ***********************************************************************
 DN4391  DESIGNATION -  1407 M RESET 1995
 DN4391  PID         -  DN4391
 DN4391  STATE/COUNTY-  MN/CLAY
 DN4391  COUNTRY     -  US
 DN4391  USGS QUAD   -  GEORGETOWN (2019)
 DN4391
 DN4391                         *CURRENT SURVEY CONTROL
 DN4391  ______________________________________________________________________
 DN4391* NAD 83(1986) POSITION- 47 04 29.68   (N) 096 47 32.94   (W)   HD_HELD1
 DN4391* NAVD 88 ORTHO HEIGHT -   270.561 (meters)      887.67  (feet) ADJUSTED
 DN4391  ______________________________________________________________________
 DN4391  GEOID HEIGHT    -        -26.292 (meters)                     GEOID18
 DN4391  DYNAMIC HEIGHT  -        270.595 (meters)      887.78  (feet) COMP
 DN4391  MODELED GRAVITY -    980,733.4   (mgal)                       NAVD 88
 DN4391
 DN4391  VERT ORDER      -  SECOND    CLASS I
 DN4391
 DN4391.The horizontal coordinates were determined by differentially corrected
 DN4391.hand held GPS observations or other comparable positioning techniques
 DN4391.and have an estimated accuracy of +/- 3 meters.
 DN4391
 DN4391.The orthometric height was determined by differential leveling and
 DN4391.adjusted by the NATIONAL GEODETIC SURVEY
 DN4391.in August 2019.
 DN4391
 DN4391.Significant digits in the geoid height do not necessarily reflect accuracy.
 DN4391.GEOID18 height accuracy estimate available here.
 DN4391
 DN4391.Click photographs - Photos may exist for this station.
 DN4391
 DN4391.The dynamic height is computed by dividing the NAVD 88
 DN4391.geopotential number by the normal gravity value computed on the
 DN4391.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN4391.degrees latitude (g = 980.6199 gals.).
 DN4391
 DN4391.The modeled gravity was interpolated from observed gravity values.
 DN4391
 DN4391;                    North         East    Units  Estimated Accuracy
 DN4391;SPC MN C     -   333,727.2     606,931.4     MT  (+/- 3 meters HH1 GPS) 
 DN4391
 DN4391_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPT6759015853(NAD 83)
 DN4391
 DN4391                          SUPERSEDED SURVEY CONTROL
 DN4391
 DN4391  NAVD 88 (11/28/11)  270.643  (m)          887.93   (f) SUPERSEDED  2 1
 DN4391
 DN4391.Superseded values are not recommended for survey control.
 DN4391
 DN4391.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN4391.See file dsdata.pdf to determine how the superseded data were derived.
 DN4391
 DN4391_MARKER: DD = SURVEY DISK
 DN4391_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DN4391_SP_SET: BRIDGE RAILING
 DN4391_STAMPING: 1407 M RESET 1995
 DN4391_MARK LOGO: MNDT
 DN4391_MAGNETIC: N = NO MAGNETIC MATERIAL
 DN4391_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DN4391_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DN4391+SATELLITE: SATELLITE OBSERVATIONS - August 22, 2012
 DN4391
 DN4391  HISTORY     - Date     Condition        Report By
 DN4391  HISTORY     - 19950401 MONUMENTED       MNDT
 DN4391  HISTORY     - 20110816 GOOD             AE
 DN4391  HISTORY     - 20120822 GOOD             MNDT
 DN4391
 DN4391                          STATION DESCRIPTION
 DN4391
 DN4391'DESCRIBED BY ANDERSON ENGINEERING OF MINNESOTA 2011 (NMH)
 DN4391'THE STATION IS LOCATED ABOUT 21.8 KM (13.5 MI) WEST OF FELTON, 11.5 KM
 DN4391'(7.1 MI) SOUTH OF PERLEY AND IN THE TOWN OF GEORGETOWN, MINNESOTA.
 DN4391'
 DN4391'AT GEORGETOWN, AT TRUNK HIGHWAY 75 STATION 890+22, ALONG SOUTHEAST
 DN4391'BRIDGE RAILING, BRIDGE NUMBER 14011, 22.3 FT (6.8 M) EAST OF TRUNK
 DN4391'HIGHWAY 75, 26.3 FT (8.0 M) NORTH OF THE SOUTHEAST CORNER OF BRIDGE,
 DN4391'DISK IS SET IN A CONCRETE FOOTING PAST EXPANSION JOINT NOT IN RAILING
 DN4391'ON ABUTMENT.
 DN4391
 DN4391                          STATION RECOVERY (2012)
 DN4391
 DN4391'RECOVERY NOTE BY MN DEPT OF TRANSP 2012 (KMS)
 DN4391'AT GEORGETOWN, IN SOUTHEAST CORNER OF TRUNK HIGHWAY 75 BRIDGE NUMBER
 DN4391'14011, 0.4 MILE SOUTH ALONG US HIGHWAY 75 SOUTH FROM JUNCTION OF US
 DN4391'HIGHWAY 75 SOUTH AND COUNTY ROAD 34/ 160TH AVENUE NORTHWEST IN
 DN4391'GEORGETOWN, AT TRUNK HIGHWAY 75 MILEPOINT 265.95, 22.3 FEET EAST OF
 DN4391'TRUNK HIGHWAY 75, 26.3 FEET NORTH OF SOUTHEAST CORNER OF BRIDGE.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DF8010 ***********************************************************************
 DF8010  DESIGNATION -  1407 S
 DF8010  PID         -  DF8010
 DF8010  STATE/COUNTY-  MN/CLAY
 DF8010  COUNTRY     -  US
 DF8010  USGS QUAD   -  DILWORTH (2019)
 DF8010
 DF8010                         *CURRENT SURVEY CONTROL
 DF8010  ______________________________________________________________________
 DF8010* NAD 83(2011) POSITION- 46 53 18.97388(N) 096 44 45.80816(W)   ADJUSTED
 DF8010* NAD 83(2011) ELLIP HT-   249.112 (meters)        (06/27/12)   ADJUSTED
 DF8010* NAD 83(2011) EPOCH   -  2010.00
 DF8010* NAVD 88 ORTHO HEIGHT -   275.524 (meters)      903.95  (feet) ADJUSTED
 DF8010  ______________________________________________________________________
 DF8010  GEOID HEIGHT    -        -26.497 (meters)                     GEOID18
 DF8010  NAD 83(2011) X  -   -512,976.474 (meters)                     COMP
 DF8010  NAD 83(2011) Y  - -4,336,672.642 (meters)                     COMP
 DF8010  NAD 83(2011) Z  -  4,633,492.061 (meters)                     COMP
 DF8010  LAPLACE CORR    -         -2.73  (seconds)                    DEFLEC18
 DF8010  DYNAMIC HEIGHT  -        275.550 (meters)      904.03  (feet) COMP
 DF8010  MODELED GRAVITY -    980,700.4   (mgal)                       NAVD 88
 DF8010
 DF8010  VERT ORDER      -  SECOND    CLASS I
 DF8010
 DF8010  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DF8010  Standards:
 DF8010         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DF8010            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DF8010  -------------------------------------------------------------------
 DF8010  NETWORK    0.45   0.53           0.20   0.16   0.27     -0.01332020
 DF8010  -------------------------------------------------------------------
 DF8010  Click here for local accuracies and other accuracy information.
 DF8010
 DF8010.The horizontal coordinates were established by GPS observations
 DF8010.and adjusted by the National Geodetic Survey in June 2012.
 DF8010
 DF8010.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DF8010.been affixed to the stable North American tectonic plate. See 
 DF8010.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DF8010
 DF8010.The horizontal coordinates are valid at the epoch date displayed above
 DF8010.which is a decimal equivalence of Year/Month/Day.
 DF8010
 DF8010.The orthometric height was determined by differential leveling and
 DF8010.adjusted by the NATIONAL GEODETIC SURVEY
 DF8010.in August 2019.
 DF8010
 DF8010.Significant digits in the geoid height do not necessarily reflect accuracy.
 DF8010.GEOID18 height accuracy estimate available here.
 DF8010
 DF8010.Click photographs - Photos may exist for this station.
 DF8010
 DF8010.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DF8010
 DF8010.The Laplace correction was computed from DEFLEC18 derived deflections.
 DF8010
 DF8010.The ellipsoidal height was determined by GPS observations
 DF8010.and is referenced to NAD 83.
 DF8010
 DF8010.The dynamic height is computed by dividing the NAVD 88
 DF8010.geopotential number by the normal gravity value computed on the
 DF8010.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DF8010.degrees latitude (g = 980.6199 gals.).
 DF8010
 DF8010.The modeled gravity was interpolated from observed gravity values.
 DF8010
 DF8010. The following values were computed from the NAD 83(2011) position.
 DF8010
 DF8010;                    North         East     Units Scale Factor Converg.
 DF8010;SPC MN C     -   312,913.816   609,803.061   MT  0.99996872   -1 48 20.2
 DF8010;SPC MN C     - 1,026,618.08  2,000,662.21   sFT  0.99996872   -1 48 20.2
 DF8010;UTM  14      - 5,195,251.412   671,710.214   MT  0.99996240   +1 38 45.0
 DF8010
 DF8010!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF8010!SPC MN C     -   0.99996095  x   0.99996872  =   0.99992967
 DF8010!UTM  14      -   0.99996095  x   0.99996240  =   0.99992335
 DF8010
 DF8010:                Primary Azimuth Mark                     Grid Az
 DF8010:SPC MN C     -  1407 T RESET                             002 43 50.3
 DF8010:UTM  14      -  1407 T RESET                             359 16 45.1
 DF8010
 DF8010_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPS7171095251(NAD 83)
 DF8010
 DF8010|---------------------------------------------------------------------|
 DF8010| PID    Reference Object                     Distance      Geod. Az  |
 DF8010|                                                           dddmmss.s |
 DF8010| DM1820 1407 T RESET                        APPROX. 1.1 KM 0005530.1 |
 DF8010|---------------------------------------------------------------------|
 DF8010
 DF8010                          SUPERSEDED SURVEY CONTROL
 DF8010
 DF8010  NAD 83(2007)-  46 53 18.97402(N)    096 44 45.80905(W) AD(2002.00) 1
 DF8010  ELLIP H (01/24/11)  249.107  (m)                       GP(2002.00) 1 2
 DF8010  NAVD 88 (11/28/11)  275.617  (m)          904.25   (f) SUPERSEDED  2 1
 DF8010  NAVD 88             275.62   (m)          904.3    (f) LEVELING    3  
 DF8010  NAVD 88 (04/16/04)  275.626  (m)          904.28   (f) SUPERSEDED  2 1
 DF8010
 DF8010.Superseded values are not recommended for survey control.
 DF8010
 DF8010.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF8010.See file dsdata.pdf to determine how the superseded data were derived.
 DF8010
 DF8010_MARKER: DD = SURVEY DISK
 DF8010_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 DF8010_SP_SET: BOX CULVERT HEADWALL
 DF8010_STAMPING: 1407 S 1994
 DF8010_MARK LOGO: MNDT
 DF8010_MAGNETIC: N = NO MAGNETIC MATERIAL
 DF8010_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DF8010+STABILITY: SURFACE MOTION
 DF8010_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DF8010+SATELLITE: SATELLITE OBSERVATIONS - June 28, 2022
 DF8010
 DF8010  HISTORY     - Date     Condition        Report By
 DF8010  HISTORY     - 19940808 MONUMENTED       MNDT
 DF8010  HISTORY     - 20090916 GOOD             MNDT
 DF8010  HISTORY     - 20120823 GOOD             MNDT
 DF8010  HISTORY     - 20140616 GOOD             MNDT
 DF8010  HISTORY     - 20220628 GOOD             MNDT
 DF8010
 DF8010                          STATION DESCRIPTION
 DF8010
 DF8010'DESCRIBED BY MN DEPT OF TRANSP 1994 (WAS)
 DF8010'0.5 MI (0.8 KM) NE OF MOORHEAD, IN HEADWALL AT SE COR OF BOX CULV NO
 DF8010'6397 OVER CO DITCH 41, 0.9 MI (1.4 KM) NORTH ALONG TH 75 FROM EAST JCT
 DF8010'OF TH 75 AND TH 10 IN MOORHEAD, AT TH 75 MP 252.3, 40.5 FT (12.3 M)
 DF8010'EAST OF TH 75, ABOUT 700 FT (213.4 M) OF CO RD 83 (FIFTEENTH AVE), 470
 DF8010'FT (143.3 M) SOUTH OF FIELD ENT, 11.6 FT (3.5 M) NORTH OF SOUTH END OF
 DF8010'HEADWALL, 1.4 FT (0.4 M) SOUTH OF CENTER PIER OF BOX CULVERT.
 DF8010
 DF8010                          STATION RECOVERY (2009)
 DF8010
 DF8010'RECOVERY NOTE BY MN DEPT OF TRANSP 2009 (KMS)
 DF8010'THE MARK WAS RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.
 DF8010'THE MARK IS 0.5 MILE NORTHEAST OF MOORHEAD, IN HEADWALL AT SOUTHEAST
 DF8010'CORNER OF TRUNK HIGHWAY 75 BOX CULVERT NUMBER 6397 OVER COUNTY DITCH
 DF8010'41, 0.9 MILE NORTH ALONG TRUNK HIGHWAY 75 FROM EAST JUNCTION OF TRUNK
 DF8010'HIGHWAY 75 AND TRUNK HIGHWAY 10 IN MOORHEAD, AT TRUNK HIGHWAY 75
 DF8010'MILEPOINT 252.3, 40.5 FEET EAST OF TRUNK HIGHWAY 75, ABOUT 700 FEET
 DF8010'SOUTH OF COUNTY ROAD 83 (15TH AVENUE), 470 FEET SOUTH OF FIELD
 DF8010'ENTRANCE, 11.6 FEET NORTH OF SOUTH END OF HEADWALL, 1.4 FEET SOUTH OF
 DF8010'CENTER PIER OF BOX CULVERT.
 DF8010
 DF8010                          STATION RECOVERY (2012)
 DF8010
 DF8010'RECOVERY NOTE BY MN DEPT OF TRANSP 2012 (MAS)
 DF8010'RECOVERED AS DESCRIBED.
 DF8010
 DF8010                          STATION RECOVERY (2014)
 DF8010
 DF8010'RECOVERY NOTE BY MN DEPT OF TRANSP 2014 (KMS)
 DF8010'RECOVERED AS DESCRIBED.
 DF8010
 DF8010                          STATION RECOVERY (2022)
 DF8010
 DF8010'RECOVERY NOTE BY MN DEPT OF TRANSP 2022 (KMS)
 DF8010'0.5 MI (0.8 KM) NORTHEAST OF MOORHEAD, IN A HEADWALL AT THE SOUTHEAST
 DF8010'CORNER OF TRUNK HIGHWAY 75 BOX CULVERT NUMBER 6397 OVER A COUNTY DITCH
 DF8010'41, 0.9 MI (1.4 KM) NORTH ALONG TRUNK HIGHWAY 75 FROM THE EAST
 DF8010'JUNCTION OF TRUNK HIGHWAY 75 AND TRUNK HIGHWAY 10 IN MOORHEAD, AT
 DF8010'TRUNK HIGHWAY 75 MILE POINT 252.3, 40.5 FT (12.3 M) EAST OF TRUNK
 DF8010'HIGHWAY 75, ABOUT 700.0 FT (213.4 M) SOUTH OF COUNTY ROAD 83 (15TH
 DF8010'AVENUE), 11.6 FT (3.5 M) NORTH OF THE SOUTH END OF A HEADWALL, 1.4 FT
 DF8010'(0.4 M) SOUTH OF THE CENTER PIER OF A BOX CULVERT.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DM1820 ***********************************************************************
 DM1820  DESIGNATION -  1407 T RESET
 DM1820  PID         -  DM1820
 DM1820  STATE/COUNTY-  MN/CLAY
 DM1820  COUNTRY     -  US
 DM1820  USGS QUAD   -  DILWORTH (2019)
 DM1820
 DM1820                         *CURRENT SURVEY CONTROL
 DM1820  ______________________________________________________________________
 DM1820* NAD 83(2011) POSITION- 46 53 54.66128(N) 096 44 44.96752(W)   ADJUSTED
 DM1820* NAD 83(2011) ELLIP HT-   249.533 (meters)        (06/27/12)   ADJUSTED
 DM1820* NAD 83(2011) EPOCH   -  2010.00
 DM1820* NAVD 88 ORTHO HEIGHT -   275.910 (meters)      905.21  (feet) ADJUSTED
 DM1820  ______________________________________________________________________
 DM1820  GEOID HEIGHT    -        -26.478 (meters)                     GEOID18
 DM1820  NAD 83(2011) X  -   -512,864.320 (meters)                     COMP
 DM1820  NAD 83(2011) Y  - -4,335,875.978 (meters)                     COMP
 DM1820  NAD 83(2011) Z  -  4,634,245.479 (meters)                     COMP
 DM1820  LAPLACE CORR    -         -2.72  (seconds)                    DEFLEC18
 DM1820  DYNAMIC HEIGHT  -        275.937 (meters)      905.30  (feet) COMP
 DM1820  MODELED GRAVITY -    980,704.8   (mgal)                       NAVD 88
 DM1820
 DM1820  VERT ORDER      -  SECOND    CLASS I
 DM1820
 DM1820  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DM1820  Standards:
 DM1820         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DM1820            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DM1820  -------------------------------------------------------------------
 DM1820  NETWORK    0.41   0.59           0.19   0.14   0.30     -0.06548969
 DM1820  -------------------------------------------------------------------
 DM1820  Click here for local accuracies and other accuracy information.
 DM1820
 DM1820.The horizontal coordinates were established by GPS observations
 DM1820.and adjusted by the National Geodetic Survey in June 2012.
 DM1820
 DM1820.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DM1820.been affixed to the stable North American tectonic plate. See 
 DM1820.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DM1820
 DM1820.The horizontal coordinates are valid at the epoch date displayed above
 DM1820.which is a decimal equivalence of Year/Month/Day.
 DM1820
 DM1820.The orthometric height was determined by differential leveling and
 DM1820.adjusted by the NATIONAL GEODETIC SURVEY
 DM1820.in April 2024.
 DM1820
 DM1820.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM1820.GEOID18 height accuracy estimate available here.
 DM1820
 DM1820.Click photographs - Photos may exist for this station.
 DM1820
 DM1820.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DM1820
 DM1820.The Laplace correction was computed from DEFLEC18 derived deflections.
 DM1820
 DM1820.The ellipsoidal height was determined by GPS observations
 DM1820.and is referenced to NAD 83.
 DM1820
 DM1820.The dynamic height is computed by dividing the NAVD 88
 DM1820.geopotential number by the normal gravity value computed on the
 DM1820.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM1820.degrees latitude (g = 980.6199 gals.).
 DM1820
 DM1820.The modeled gravity was interpolated from observed gravity values.
 DM1820
 DM1820. The following values were computed from the NAD 83(2011) position.
 DM1820
 DM1820;                    North         East     Units Scale Factor Converg.
 DM1820;SPC MN C     -   314,014.709   609,855.567   MT  0.99997041   -1 48 19.6
 DM1820;SPC MN C     - 1,030,229.92  2,000,834.47   sFT  0.99997041   -1 48 19.6
 DM1820;UTM  14      - 5,196,353.462   671,696.346   MT  0.99996234   +1 38 46.6
 DM1820
 DM1820!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DM1820!SPC MN C     -   0.99996089  x   0.99997041  =   0.99993130
 DM1820!UTM  14      -   0.99996089  x   0.99996234  =   0.99992323
 DM1820
 DM1820:                Primary Azimuth Mark                     Grid Az
 DM1820:SPC MN C     -  1407 S                                   182 43 50.3
 DM1820:UTM  14      -  1407 S                                   179 16 44.1
 DM1820
 DM1820_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPS7169696353(NAD 83)
 DM1820
 DM1820|---------------------------------------------------------------------|
 DM1820| PID    Reference Object                     Distance      Geod. Az  |
 DM1820|                                                           dddmmss.s |
 DM1820| DF8010 1407 S                              APPROX. 1.1 KM 1805530.7 |
 DM1820|---------------------------------------------------------------------|
 DM1820
 DM1820                          SUPERSEDED SURVEY CONTROL
 DM1820
 DM1820  NAD 83(2007)-  46 53 54.66144(N)    096 44 44.96843(W) AD(2002.00) 1
 DM1820  ELLIP H (01/24/11)  249.533  (m)                       GP(2002.00) 1 2
 DM1820  NAVD 88             275.91   (m)          905.2    (f) LEVELING    3  
 DM1820  NAVD 88 (08/26/19)  275.922  (m)          905.25   (f) SUPERSEDED  2 1
 DM1820  NAVD 88 (11/28/11)  276.015  (m)          905.56   (f) SUPERSEDED  2 1
 DM1820  NAVD 88             276.02   (m)          905.6    (f) LEVELING    3  
 DM1820
 DM1820.Superseded values are not recommended for survey control.
 DM1820
 DM1820.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DM1820.See file dsdata.pdf to determine how the superseded data were derived.
 DM1820
 DM1820_MARKER: I = METAL ROD
 DM1820_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DM1820_STAMPING: 1407 T RESET 2009
 DM1820_MARK LOGO: MNDT
 DM1820_PROJECTION: FLUSH
 DM1820_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DM1820_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DM1820_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DM1820+SATELLITE: SATELLITE OBSERVATIONS - June 27, 2023
 DM1820_ROD/PIPE-DEPTH: 15.2 meters
 DM1820
 DM1820  HISTORY     - Date     Condition        Report By
 DM1820  HISTORY     - 20091001 MONUMENTED       MNDT
 DM1820  HISTORY     - 20120823 GOOD             MNDT
 DM1820  HISTORY     - 20210713 GOOD             MNDT
 DM1820  HISTORY     - 20221006 GOOD             MNDT
 DM1820  HISTORY     - 20230627 GOOD             MNDT
 DM1820
 DM1820                          STATION DESCRIPTION
 DM1820
 DM1820'DESCRIBED BY MN DEPT OF TRANSP 2009
 DM1820'THE MARK IS 1.0 MILE NORTH OF MOORHEAD, 1.6 MILES NORTH ALONG TRUNK
 DM1820'HIGHWAY 75 FROM EAST JUNCTION OF TRUNK HIGHWAY 75 AND TRUNK HIGHWAY 10
 DM1820'IN MOORHEAD, AT TRUNK HIGHWAY 75 MILEPOINT 253.0, 499.0 FEET EAST OF
 DM1820'TRUNK HIGHWAY 75, ON WEST BERM OF LANDFILL, 69.0 FEET EAST OF MILEPOST
 DM1820'253, 160.8 FEET NORTH OF WELL HEAD.
 DM1820
 DM1820                          STATION RECOVERY (2012)
 DM1820
 DM1820'RECOVERY NOTE BY MN DEPT OF TRANSP 2012 (KMS)
 DM1820'RECOVERED AS DESCRIBED.
 DM1820
 DM1820                          STATION RECOVERY (2021)
 DM1820
 DM1820'RECOVERY NOTE BY MN DEPT OF TRANSP 2021 (DAS)
 DM1820'RECOVERED IN GOOD CONDITION.
 DM1820
 DM1820                          STATION RECOVERY (2022)
 DM1820
 DM1820'RECOVERY NOTE BY MN DEPT OF TRANSP 2022 (KMS)
 DM1820'THE MARK IS LOCATED ABOUT 9.3 MI (15.0 KM) NORTH-NORTHWEST OF SABIN,
 DM1820'8.1 MI (13.0 KM) WEST-NORTHWEST OF GLYNDON AND 2.5 MI (4.0 KM)
 DM1820'NORTHWEST OF DILWORTH.
 DM1820'
 DM1820'THE MARK WAS LOCATED ABOUT 1.0 MI (1.6 KM) NORTH OF MOORHEAD, 1.6 MI
 DM1820'(2.6 KM) NORTH ALONG TRUNK HIGHWAY 75 FROM THE EAST JUNCTION OF TRUNK
 DM1820'HIGHWAY 75 AND TRUNK HIGHWAY 10 IN MOORHEAD, AT TRUNK HIGHWAY 75 MILE
 DM1820'POINT 253.0.
 DM1820'
 DM1820'IT IS 499.0 FT (152.1 M) EAST OF TRUNK HIGHWAY 75, ON THE WEST BERM OF
 DM1820'A LANDFILL, 69.0 FT (21.0 M) EAST OF MILEPOST 253 AND 160.8 FT (49.0
 DM1820'M) NORTH OF A WELL HEAD.
 DM1820'
 DM1820'NOTE-THE STATION STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER
 DM1820'ALUMINUM ROD DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION
 DM1820'REMOVABLE DISK SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY
 DM1820'A SIX-INCH PVC PIPE BACK FILLED WITH WASHED SAND.
 DM1820
 DM1820                          STATION RECOVERY (2023)
 DM1820
 DM1820'RECOVERY NOTE BY MN DEPT OF TRANSP 2023 (SXR)
 DM1820'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DR9630 ***********************************************************************
 DR9630  DESIGNATION -  1407 U RESET
 DR9630  PID         -  DR9630
 DR9630  STATE/COUNTY-  MN/CLAY
 DR9630  COUNTRY     -  US
 DR9630  USGS QUAD   -  DILWORTH (2019)
 DR9630
 DR9630                         *CURRENT SURVEY CONTROL
 DR9630  ______________________________________________________________________
 DR9630* NAD 83(2011) POSITION- 46 54 19.15831(N) 096 43 31.98286(W)   ADJUSTED
 DR9630* NAD 83(2011) ELLIP HT-   248.719 (meters)        (12/13/23)   ADJUSTED
 DR9630* NAD 83(2011) EPOCH   -  2010.00
 DR9630* NAVD 88 ORTHO HEIGHT -   275.129 (meters)      902.65  (feet) ADJUSTED
 DR9630  ______________________________________________________________________
 DR9630  GEOID HEIGHT    -        -26.482 (meters)                     GEOID18
 DR9630  NAD 83(2011) X  -   -511,265.326 (meters)                     COMP
 DR9630  NAD 83(2011) Y  - -4,335,508.039 (meters)                     COMP
 DR9630  NAD 83(2011) Z  -  4,634,761.766 (meters)                     COMP
 DR9630  LAPLACE CORR    -         -2.45  (seconds)                    DEFLEC18
 DR9630  DYNAMIC HEIGHT  -        275.157 (meters)      902.74  (feet) COMP
 DR9630  MODELED GRAVITY -    980,707.7   (mgal)                       NAVD 88
 DR9630
 DR9630  VERT ORDER      -  SECOND    CLASS I
 DR9630
 DR9630  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DR9630  Standards:
 DR9630         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DR9630            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DR9630  -------------------------------------------------------------------
 DR9630  NETWORK    0.49   1.20           0.22   0.17   0.61     -0.12789563
 DR9630  -------------------------------------------------------------------
 DR9630  Click here for local accuracies and other accuracy information.
 DR9630
 DR9630.The horizontal coordinates were established by GPS observations
 DR9630.and adjusted by the MN DEPT OF TRANSP in December 2023.
 DR9630
 DR9630.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DR9630.been affixed to the stable North American tectonic plate. See 
 DR9630.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DR9630
 DR9630.The horizontal coordinates are valid at the epoch date displayed above
 DR9630.which is a decimal equivalence of Year/Month/Day.
 DR9630
 DR9630.The orthometric height was determined by differential leveling and
 DR9630.adjusted by the NATIONAL GEODETIC SURVEY
 DR9630.in April 2024.
 DR9630
 DR9630.Significant digits in the geoid height do not necessarily reflect accuracy.
 DR9630.GEOID18 height accuracy estimate available here.
 DR9630
 DR9630.Click photographs - Photos may exist for this station.
 DR9630
 DR9630.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DR9630
 DR9630.The Laplace correction was computed from DEFLEC18 derived deflections.
 DR9630
 DR9630.The ellipsoidal height was determined by GPS observations
 DR9630.and is referenced to NAD 83.
 DR9630
 DR9630.The dynamic height is computed by dividing the NAVD 88
 DR9630.geopotential number by the normal gravity value computed on the
 DR9630.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DR9630.degrees latitude (g = 980.6199 gals.).
 DR9630
 DR9630.The modeled gravity was interpolated from observed gravity values.
 DR9630
 DR9630. The following values were computed from the NAD 83(2011) position.
 DR9630
 DR9630;                    North         East     Units Scale Factor Converg.
 DR9630;SPC MN C     -   314,722.320   611,423.240   MT  0.99997159   -1 47 26.8
 DR9630;SPC MN C     - 1,032,551.48  2,005,977.75   sFT  0.99997159   -1 47 26.8
 DR9630;UTM  14      - 5,197,154.175   673,218.561   MT  0.99996879   +1 39 40.6
 DR9630
 DR9630!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DR9630!SPC MN C     -   0.99996101  x   0.99997159  =   0.99993261
 DR9630!UTM  14      -   0.99996101  x   0.99996879  =   0.99992981
 DR9630
 DR9630_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPS7321897154(NAD 83)
 DR9630
 DR9630                          SUPERSEDED SURVEY CONTROL
 DR9630
 DR9630  NAVD 88             275.13   (m)          902.7    (f) LEVELING    3  
 DR9630
 DR9630.Superseded values are not recommended for survey control.
 DR9630
 DR9630.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DR9630.See file dsdata.pdf to determine how the superseded data were derived.
 DR9630
 DR9630_MARKER: I = METAL ROD
 DR9630_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DR9630_STAMPING: 1407 U RESET 2022
 DR9630_MARK LOGO: MNDT
 DR9630_PROJECTION: RECESSED 8 CENTIMETERS
 DR9630_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DR9630_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DR9630_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DR9630+SATELLITE: SATELLITE OBSERVATIONS - June 28, 2023
 DR9630_ROD/PIPE-DEPTH: 15.2 meters
 DR9630
 DR9630  HISTORY     - Date     Condition        Report By
 DR9630  HISTORY     - 20220629 MONUMENTED       MNDT
 DR9630  HISTORY     - 20220922 GOOD             MNDT
 DR9630  HISTORY     - 20230628 GOOD             MNDT
 DR9630
 DR9630                          STATION DESCRIPTION
 DR9630
 DR9630'DESCRIBED BY MN DEPT OF TRANSP 2022 (KMS)
 DR9630'THE MARK IS LOCATED ABOUT 9.3 MI (15.0 KM) NORTH-NORTHWEST OF SABIN,
 DR9630'7.3 MI (11.7 KM) WEST-NORTHWEST OF GLYNDON AND 2.2 MI (3.5 KM)
 DR9630'NORTH-NORTHWEST OF DILWORTH.
 DR9630'
 DR9630'THE MARK WAS LOCATED ABOUT 2.0 MI (3.2 KM) NORTHEAST OF MOORHEAD, 2.0
 DR9630'MI (3.2 KM) NORTH ALONG TRUNK HIGHWAY 75 FROM THE EAST JUNCTION OF
 DR9630'TRUNK HIGHWAY 75 AND TRUNK HIGHWAY 10 IN MOORHEAD TO TRUNK HIGHWAY 75
 DR9630'MILE POINT 253.45, THEN 1.0 MI (1.6 KM) EAST ON COUNTY ROAD 18 (28TH
 DR9630'AVENUE NORTH).
 DR9630'
 DR9630'IT IS 61.0 FT (18.6 M) NORTH OF COUNTY ROAD 18 (28TH AVENUE NORTH),
 DR9630'21.0 FT (6.4 M) EAST OF A FIELD ENTRANCE ANDF 12.0 FT (3.7 M) WEST OF
 DR9630'A WITNESS POST.
 DR9630'
 DR9630'NOTE-THE STATION STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER
 DR9630'ALUMINUM ROD DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION
 DR9630'REMOVABLE DISK SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY
 DR9630'A SIX-INCH PVC PIPE BACK FILLED WITH WASHED SAND.
 DR9630
 DR9630                          STATION RECOVERY (2023)
 DR9630
 DR9630'RECOVERY NOTE BY MN DEPT OF TRANSP 2023 (AXC)
 DR9630'2.0 MILES NORTHEAST OF MOORHEAD, 2.0 MILES NORTH ALONG TRUNK HIGHWAY
 DR9630'75 FROM THE EAST JUNCTION OF TRUNK HIGHWAY 75 AND TRUNK HIGHWAY 10 IN
 DR9630'MOORHEAD TO TRUNK HIGHWAY 75 MILEPOINT 253.45, THEN 1.0 MILE EAST ON
 DR9630'COUNTY ROAD 18 (28TH AVENUE NORTH), 61.0 FEET NORTH OF COUNTY ROAD 18
 DR9630'(28TH AVENUE NORTH), 21.0 FEET EAST OF A FIELD ENTRANCE, 12.0 FEET
 DR9630'WEST OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DR9631 ***********************************************************************
 DR9631  DESIGNATION -  1407 V RESET
 DR9631  PID         -  DR9631
 DR9631  STATE/COUNTY-  MN/CLAY
 DR9631  COUNTRY     -  US
 DR9631  USGS QUAD   -  DILWORTH (2019)
 DR9631
 DR9631                         *CURRENT SURVEY CONTROL
 DR9631  ______________________________________________________________________
 DR9631* NAD 83(2011) POSITION- 46 55 10.99581(N) 096 44 40.15056(W)   ADJUSTED
 DR9631* NAD 83(2011) ELLIP HT-   247.903 (meters)        (12/13/23)   ADJUSTED
 DR9631* NAD 83(2011) EPOCH   -  2010.00
 DR9631* NAVD 88 ORTHO HEIGHT -   274.257 (meters)      899.79  (feet) ADJUSTED
 DR9631  ______________________________________________________________________
 DR9631  GEOID HEIGHT    -        -26.433 (meters)                     GEOID18
 DR9631  NAD 83(2011) X  -   -512,560.757 (meters)                     COMP
 DR9631  NAD 83(2011) Y  - -4,334,177.275 (meters)                     COMP
 DR9631  NAD 83(2011) Z  -  4,635,854.713 (meters)                     COMP
 DR9631  LAPLACE CORR    -         -2.70  (seconds)                    DEFLEC18
 DR9631  DYNAMIC HEIGHT  -        274.287 (meters)      899.89  (feet) COMP
 DR9631  MODELED GRAVITY -    980,715.3   (mgal)                       NAVD 88
 DR9631
 DR9631  VERT ORDER      -  SECOND    CLASS I
 DR9631
 DR9631  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DR9631  Standards:
 DR9631         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DR9631            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DR9631  -------------------------------------------------------------------
 DR9631  NETWORK    0.56   1.29           0.25   0.20   0.66     -0.10405029
 DR9631  -------------------------------------------------------------------
 DR9631  Click here for local accuracies and other accuracy information.
 DR9631
 DR9631.The horizontal coordinates were established by GPS observations
 DR9631.and adjusted by the MN DEPT OF TRANSP in December 2023.
 DR9631
 DR9631.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DR9631.been affixed to the stable North American tectonic plate. See 
 DR9631.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DR9631
 DR9631.The horizontal coordinates are valid at the epoch date displayed above
 DR9631.which is a decimal equivalence of Year/Month/Day.
 DR9631
 DR9631.The orthometric height was determined by differential leveling and
 DR9631.adjusted by the NATIONAL GEODETIC SURVEY
 DR9631.in April 2024.
 DR9631
 DR9631.Significant digits in the geoid height do not necessarily reflect accuracy.
 DR9631.GEOID18 height accuracy estimate available here.
 DR9631
 DR9631.Click photographs - Photos may exist for this station.
 DR9631
 DR9631.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DR9631
 DR9631.The Laplace correction was computed from DEFLEC18 derived deflections.
 DR9631
 DR9631.The ellipsoidal height was determined by GPS observations
 DR9631.and is referenced to NAD 83.
 DR9631
 DR9631.The dynamic height is computed by dividing the NAVD 88
 DR9631.geopotential number by the normal gravity value computed on the
 DR9631.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DR9631.degrees latitude (g = 980.6199 gals.).
 DR9631
 DR9631.The modeled gravity was interpolated from observed gravity values.
 DR9631
 DR9631. The following values were computed from the NAD 83(2011) position.
 DR9631
 DR9631;                    North         East     Units Scale Factor Converg.
 DR9631;SPC MN C     -   316,367.496   610,031.697   MT  0.99997413   -1 48 16.1
 DR9631;SPC MN C     - 1,037,949.03  2,001,412.33   sFT  0.99997413   -1 48 16.1
 DR9631;UTM  14      - 5,198,712.562   671,730.489   MT  0.99996248   +1 38 52.2
 DR9631
 DR9631!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DR9631!SPC MN C     -   0.99996114  x   0.99997413  =   0.99993527
 DR9631!UTM  14      -   0.99996114  x   0.99996248  =   0.99992362
 DR9631
 DR9631_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPS7173098712(NAD 83)
 DR9631
 DR9631                          SUPERSEDED SURVEY CONTROL
 DR9631
 DR9631  NAVD 88             274.26   (m)          899.8    (f) LEVELING    3  
 DR9631
 DR9631.Superseded values are not recommended for survey control.
 DR9631
 DR9631.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DR9631.See file dsdata.pdf to determine how the superseded data were derived.
 DR9631
 DR9631_MARKER: I = METAL ROD
 DR9631_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DR9631_STAMPING: 1407 V RESET 2022
 DR9631_MARK LOGO: MNDT
 DR9631_PROJECTION: RECESSED 8 CENTIMETERS
 DR9631_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DR9631_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DR9631_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DR9631+SATELLITE: SATELLITE OBSERVATIONS - June 28, 2023
 DR9631_ROD/PIPE-DEPTH: 13.7 meters
 DR9631
 DR9631  HISTORY     - Date     Condition        Report By
 DR9631  HISTORY     - 20220629 MONUMENTED       MNDT
 DR9631  HISTORY     - 20220927 GOOD             MNDT
 DR9631  HISTORY     - 20230628 GOOD             MNDT
 DR9631
 DR9631                          STATION DESCRIPTION
 DR9631
 DR9631'DESCRIBED BY MN DEPT OF TRANSP 2022 (KMS)
 DR9631'THE MARK IS LOCATED ABOUT 10.6 MI (17.1 KM) NORTH-NORTHWEST OF SABIN,
 DR9631'8.4 MI (13.5 KM) WEST-NORTHWEST OF GLYNDON AND 3.6 MI (5.8 KM)
 DR9631'NORTH-NORTHWEST OF DILWORTH.
 DR9631'
 DR9631'THE MARK WAS LOCATED ABOUT 4.0 MI (6.4 KM) NORTH-NORTHEAST OF
 DR9631'MOORHEAD, 3.0 MI (4.8 KM) NORTH ALONG TRUNK HIGHWAY 75 FROM THE EAST
 DR9631'JUNCTION OF TRUNK HIGHWAY 75 AND TRUNK HIGHWAY 10 IN DILWORTH TO TRUNK
 DR9631'HIGHWAY 75 MILE POINT 254.45, THEN 0.05 MI (0.08 KM) EAST ON 43RD
 DR9631'AVENUE NORTH.
 DR9631'
 DR9631'IT IS 21.0 FT (6.4 M) NORTH OF 43ED AVENUE NORTH, 13.0 FT (4.0 M) WEST
 DR9631'OF A FIELD ENTRANCE AND 4.7 FT (1.4 M) SOUTHEAST OF A WITNESS POST.
 DR9631'
 DR9631'NOTE-THE STATION STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER
 DR9631'ALUMINUM ROD DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION
 DR9631'REMOVABLE DISK SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY
 DR9631'A SIX-INCH PVC PIPE BACK FILLED WITH WASHED SAND.
 DR9631
 DR9631                          STATION RECOVERY (2023)
 DR9631
 DR9631'RECOVERY NOTE BY MN DEPT OF TRANSP 2023 (AXC)
 DR9631'4.0 MILES NORTH-NORTHEAST OF MOORHEAD, 3.0 MILES NORTH ALONG TRUNK
 DR9631'HIGHWAY 75 FROM THE EAST JUNCTION OF TRUNK HIGHWAY 75 AND TRUNK
 DR9631'HIGHWAY 10 IN DILWORTH TO TRUNK HIGHWAY 75 MILEPOINT 254.45, THEN 0.05
 DR9631'MILE EAST ON 43RD AVENUE NORTH, 21.0 FEET NORTH OF 43ED AVENUE NORTH,
 DR9631'13.0 FEET WEST OF A FIELD ENTRANCE, 4.7 FEET SOUTHEAST OF A WITNESS
 DR9631'POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DP2172 ***********************************************************************
 DP2172  DESIGNATION -  1407 W RESET
 DP2172  PID         -  DP2172
 DP2172  STATE/COUNTY-  MN/CLAY
 DP2172  COUNTRY     -  US
 DP2172  USGS QUAD   -  DILWORTH (2019)
 DP2172
 DP2172                         *CURRENT SURVEY CONTROL
 DP2172  ______________________________________________________________________
 DP2172* NAD 83(2011) POSITION- 46 56 03.35870(N) 096 44 45.11880(W)   ADJUSTED
 DP2172* NAD 83(2011) ELLIP HT-   247.086 (meters)        (12/13/23)   ADJUSTED
 DP2172* NAD 83(2011) EPOCH   -  2010.00
 DP2172* NAVD 88 ORTHO HEIGHT -   273.411 (meters)      897.02  (feet) ADJUSTED
 DP2172  ______________________________________________________________________
 DP2172  GEOID HEIGHT    -        -26.403 (meters)                     GEOID18
 DP2172  NAD 83(2011) X  -   -512,526.334 (meters)                     COMP
 DP2172  NAD 83(2011) Y  - -4,332,991.323 (meters)                     COMP
 DP2172  NAD 83(2011) Z  -  4,636,958.448 (meters)                     COMP
 DP2172  LAPLACE CORR    -         -2.59  (seconds)                    DEFLEC18
 DP2172  DYNAMIC HEIGHT  -        273.442 (meters)      897.12  (feet) COMP
 DP2172  MODELED GRAVITY -    980,722.0   (mgal)                       NAVD 88
 DP2172
 DP2172  VERT ORDER      -  SECOND    CLASS I
 DP2172
 DP2172  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DP2172  Standards:
 DP2172         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DP2172            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DP2172  -------------------------------------------------------------------
 DP2172  NETWORK    0.56   1.33           0.25   0.20   0.68     -0.13175642
 DP2172  -------------------------------------------------------------------
 DP2172  Click here for local accuracies and other accuracy information.
 DP2172
 DP2172.The horizontal coordinates were established by GPS observations
 DP2172.and adjusted by the MN DEPT OF TRANSP in December 2023.
 DP2172
 DP2172.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DP2172.been affixed to the stable North American tectonic plate. See 
 DP2172.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DP2172
 DP2172.The horizontal coordinates are valid at the epoch date displayed above
 DP2172.which is a decimal equivalence of Year/Month/Day.
 DP2172
 DP2172.The orthometric height was determined by differential leveling and
 DP2172.adjusted by the NATIONAL GEODETIC SURVEY
 DP2172.in April 2024.
 DP2172
 DP2172.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP2172.GEOID18 height accuracy estimate available here.
 DP2172
 DP2172.Click photographs - Photos may exist for this station.
 DP2172
 DP2172.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DP2172
 DP2172.The Laplace correction was computed from DEFLEC18 derived deflections.
 DP2172
 DP2172.The ellipsoidal height was determined by GPS observations
 DP2172.and is referenced to NAD 83.
 DP2172
 DP2172.The dynamic height is computed by dividing the NAVD 88
 DP2172.geopotential number by the normal gravity value computed on the
 DP2172.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP2172.degrees latitude (g = 980.6199 gals.).
 DP2172
 DP2172.The modeled gravity was interpolated from observed gravity values.
 DP2172
 DP2172. The following values were computed from the NAD 83(2011) position.
 DP2172
 DP2172;                    North         East     Units Scale Factor Converg.
 DP2172;SPC MN C     -   317,986.952   609,977.577   MT  0.99997676   -1 48 19.7
 DP2172;SPC MN C     - 1,043,262.19  2,001,234.77   sFT  0.99997676   -1 48 19.7
 DP2172;UTM  14      - 5,200,325.797   671,578.943   MT  0.99996184   +1 38 49.9
 DP2172
 DP2172!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DP2172!SPC MN C     -   0.99996127  x   0.99997676  =   0.99993803
 DP2172!UTM  14      -   0.99996127  x   0.99996184  =   0.99992311
 DP2172
 DP2172_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPT7157800325(NAD 83)
 DP2172
 DP2172                          SUPERSEDED SURVEY CONTROL
 DP2172
 DP2172  NAD 83(2011)-  46 56 03.35923(N)    096 44 45.11871(W) AD(2010.00) 0
 DP2172  ELLIP H (05/15/15)  247.082  (m)                       GP(2010.00)    
 DP2172  NAVD 88             273.42   (m)          897.0    (f) LEVELING    3  
 DP2172  NAVD 88 (08/26/19)  273.404  (m)          896.99   (f) SUPERSEDED  2 1
 DP2172  NAVD 88 (05/15/15)  273.50   (m)  GEOID12A model used  GPS OBS        
 DP2172
 DP2172.Superseded values are not recommended for survey control.
 DP2172
 DP2172.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DP2172.See file dsdata.pdf to determine how the superseded data were derived.
 DP2172
 DP2172_MARKER: I = METAL ROD
 DP2172_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DP2172_STAMPING: 1407 W RESET 2012
 DP2172_MARK LOGO: MNDT
 DP2172_PROJECTION: RECESSED 10 CENTIMETERS
 DP2172_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DP2172_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DP2172_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP2172+SATELLITE: SATELLITE OBSERVATIONS - June 28, 2023
 DP2172_ROD/PIPE-DEPTH: 19.8 meters
 DP2172
 DP2172  HISTORY     - Date     Condition        Report By
 DP2172  HISTORY     - 20120823 MONUMENTED       MNDT
 DP2172  HISTORY     - 20150107 GOOD             MNDT
 DP2172  HISTORY     - 20220927 GOOD             MNDT
 DP2172  HISTORY     - 20230628 GOOD             MNDT
 DP2172
 DP2172                          STATION DESCRIPTION
 DP2172
 DP2172'DESCRIBED BY MN DEPT OF TRANSP 2012
 DP2172'THE MARK IS LOCATED 5.0 MI (8.0 KM) NORTH OF MOORHEAD.
 DP2172'
 DP2172'TO REACH GO 4.0 MI (6.4 KM) NORTH ALONG TRUNK HIGHWAY 75 FROM THE
 DP2172'JUNCTION OF TRUNK HIGHWAY 75 AND TRUNK HIGHWAY 10 IN MOORHEAD, AT
 DP2172'TRUNK HIGHWAY 75 MILE POINT 255.5.
 DP2172'
 DP2172'THE MARK IS 81.0 FT (24.7 M) EAST OF TRUNK HIGHWAY 75, 49.0 FT (14.9
 DP2172'M) NORTH OF COUNTY ROAD 11 6.8 FT (2.1 M) SOUTHEAST OF POWER POLE, 1.6
 DP2172'FT (0.5 M) SOUTH OF A WITNESS POST.
 DP2172
 DP2172                          STATION RECOVERY (2015)
 DP2172
 DP2172'RECOVERY NOTE BY MN DEPT OF TRANSP 2015 (DXS)
 DP2172'5.0 MILES NORTH OF MOORHEAD, 4.0 MILES NORTH ALONG TRUNK HIGHWAY 75
 DP2172'FROM JUNCTION OF TRUNK HIGHWAY 75 AND TRUNK HIGHWAY 10 IN MOORHEAD, AT
 DP2172'TRUNK HIGHWAY 75 MILEPOINT 255.5, 81.0 FEET EAST OF TRUNK HIGHWAY 75,
 DP2172'49.0 FEET NORTH OF COUNTY ROAD 22 (57TH AVENUE NORTH), 6.8 FEET
 DP2172'SOUTHEAST OF POWER POLE, 1.6 FEET SOUTH OF WITNESS POST.
 DP2172
 DP2172                          STATION RECOVERY (2022)
 DP2172
 DP2172'RECOVERY NOTE BY MN DEPT OF TRANSP 2022 (KMS)
 DP2172'THE MARK IS LOCATED ABOUT 10.3 MI (16.6 KM) SOUTH-SOUTHEAST OF
 DP2172'GEORGETOWN, 8.9 MI (14.3 KM) WEST-NORTHWEST OF GLYNDON AND 4.5 MI (7.2
 DP2172'KM) NORTH-NORTHWEST OF DILWORTH.
 DP2172'
 DP2172'THE MARK WAS LOCATED ABOUT 5.0 MI (8.0 KM) NORTH OF MOORHEAD, 4.0 MI
 DP2172'(6.4 KM) NORTH ALONG TRUNK HIGHWAY 75 FROM THE JUNCTION OF TRUNK
 DP2172'HIGHWAY 75 AND TRUNK HIGHWAY 10 IN MOORHEAD, AT TRUNK HIGHWAY 75 MILE
 DP2172'POINT 255.5.
 DP2172'
 DP2172'IT IS 81.0 FT (24.7 M) EAST OF TRUNK HIGHWAY 75, 49.0 FT (14.9 M)
 DP2172'NORTH OF COUNTY ROAD 22 (57TH AVENUE NORTH), 6.8 FT (2.1 M) SOUTHEAST
 DP2172'OF A POWER POLE AND 1.6 FT (0.5 M) SOUTH OF A WITNESS POST.
 DP2172'
 DP2172'NOTE-THE STATION STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER
 DP2172'ALUMINUM ROD DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION
 DP2172'REMOVABLE DISK SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY
 DP2172'A SIX-INCH PVC PIPE BACK FILLED WITH WASHED SAND.
 DP2172
 DP2172                          STATION RECOVERY (2023)
 DP2172
 DP2172'RECOVERY NOTE BY MN DEPT OF TRANSP 2023 (JXA)
 DP2172'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DP2174 ***********************************************************************
 DP2174  DESIGNATION -  1407 X RESET
 DP2174  PID         -  DP2174
 DP2174  STATE/COUNTY-  MN/CLAY
 DP2174  COUNTRY     -  US
 DP2174  USGS QUAD   -  DILWORTH (2019)
 DP2174
 DP2174                         *CURRENT SURVEY CONTROL
 DP2174  ______________________________________________________________________
 DP2174* NAD 83(2011) POSITION- 46 57 02.86898(N) 096 44 45.49333(W)   ADJUSTED
 DP2174* NAD 83(2011) ELLIP HT-   246.457 (meters)        (12/13/23)   ADJUSTED
 DP2174* NAD 83(2011) EPOCH   -  2010.00
 DP2174* NAVD 88 ORTHO HEIGHT -   272.751 (meters)      894.85  (feet) ADJUSTED
 DP2174  ______________________________________________________________________
 DP2174  GEOID HEIGHT    -        -26.377 (meters)                     GEOID18
 DP2174  NAD 83(2011) X  -   -512,376.415 (meters)                     COMP
 DP2174  NAD 83(2011) Y  - -4,331,656.455 (meters)                     COMP
 DP2174  NAD 83(2011) Z  -  4,638,212.696 (meters)                     COMP
 DP2174  LAPLACE CORR    -         -2.60  (seconds)                    DEFLEC18
 DP2174  DYNAMIC HEIGHT  -        272.783 (meters)      894.96  (feet) COMP
 DP2174  MODELED GRAVITY -    980,724.9   (mgal)                       NAVD 88
 DP2174
 DP2174  VERT ORDER      -  SECOND    CLASS I
 DP2174
 DP2174  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DP2174  Standards:
 DP2174         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DP2174            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DP2174  -------------------------------------------------------------------
 DP2174  NETWORK    0.56   1.37           0.25   0.20   0.70     -0.10959450
 DP2174  -------------------------------------------------------------------
 DP2174  Click here for local accuracies and other accuracy information.
 DP2174
 DP2174.The horizontal coordinates were established by GPS observations
 DP2174.and adjusted by the MN DEPT OF TRANSP in December 2023.
 DP2174
 DP2174.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DP2174.been affixed to the stable North American tectonic plate. See 
 DP2174.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DP2174
 DP2174.The horizontal coordinates are valid at the epoch date displayed above
 DP2174.which is a decimal equivalence of Year/Month/Day.
 DP2174
 DP2174.The orthometric height was determined by differential leveling and
 DP2174.adjusted by the NATIONAL GEODETIC SURVEY
 DP2174.in April 2024.
 DP2174
 DP2174.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP2174.GEOID18 height accuracy estimate available here.
 DP2174
 DP2174.Click photographs - Photos may exist for this station.
 DP2174
 DP2174.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DP2174
 DP2174.The Laplace correction was computed from DEFLEC18 derived deflections.
 DP2174
 DP2174.The ellipsoidal height was determined by GPS observations
 DP2174.and is referenced to NAD 83.
 DP2174
 DP2174.The dynamic height is computed by dividing the NAVD 88
 DP2174.geopotential number by the normal gravity value computed on the
 DP2174.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP2174.degrees latitude (g = 980.6199 gals.).
 DP2174
 DP2174.The modeled gravity was interpolated from observed gravity values.
 DP2174
 DP2174. The following values were computed from the NAD 83(2011) position.
 DP2174
 DP2174;                    North         East     Units Scale Factor Converg.
 DP2174;SPC MN C     -   319,823.955   610,027.559   MT  0.99997983   -1 48 20.0
 DP2174;SPC MN C     - 1,049,289.09  2,001,398.75   sFT  0.99997983   -1 48 20.0
 DP2174;UTM  14      - 5,202,162.446   671,518.197   MT  0.99996158   +1 38 51.3
 DP2174
 DP2174!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DP2174!SPC MN C     -   0.99996137  x   0.99997983  =   0.99994120
 DP2174!UTM  14      -   0.99996137  x   0.99996158  =   0.99992295
 DP2174
 DP2174_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPT7151802162(NAD 83)
 DP2174
 DP2174                          SUPERSEDED SURVEY CONTROL
 DP2174
 DP2174  NAVD 88             272.76   (m)          894.9    (f) LEVELING    3  
 DP2174  NAVD 88 (08/26/19)  272.742  (m)          894.82   (f) SUPERSEDED  2 1
 DP2174
 DP2174.Superseded values are not recommended for survey control.
 DP2174
 DP2174.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DP2174.See file dsdata.pdf to determine how the superseded data were derived.
 DP2174
 DP2174_MARKER: I = METAL ROD
 DP2174_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DP2174_STAMPING: 1407 X RESET 2012
 DP2174_MARK LOGO: MNDT
 DP2174_PROJECTION: RECESSED 13 CENTIMETERS
 DP2174_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DP2174_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DP2174_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP2174+SATELLITE: SATELLITE OBSERVATIONS - June 28, 2023
 DP2174_ROD/PIPE-DEPTH: 22.9 meters
 DP2174
 DP2174  HISTORY     - Date     Condition        Report By
 DP2174  HISTORY     - 20120823 MONUMENTED       MNDT
 DP2174  HISTORY     - 20130807 GOOD             MNDT
 DP2174  HISTORY     - 20221009 GOOD             MNDT
 DP2174  HISTORY     - 20230628 GOOD             MNDT
 DP2174
 DP2174                          STATION DESCRIPTION
 DP2174
 DP2174'DESCRIBED BY MN DEPT OF TRANSP 2012
 DP2174'THE MARK IS LOCATED 2.8 MI (4.5 KM) SOUTH OF KRAGNES.
 DP2174'
 DP2174'TO REACH GO 2.6 MI (4.2 KM) SOUTH ALONG TRUNK HIGHWAY 75 FROM THE
 DP2174'JUNCTION OF TRUNK HIGHWAY 75 AND 98TH AVENUE NORTH IN KRAGNES, AT
 DP2174'TRUNK HIGHWAY 75 MILE POINT 256.65.
 DP2174'
 DP2174'THE MARK IS 187.5 FT (57.2 M) NORTH-NORTHWEST OF POWER POLE, 87.3 FT
 DP2174'(26.6 M) SOUTH-SOUTHWEST OF POWER POLE, 53.0 FT (16.2 M) EAST OF TRUNK
 DP2174'HIGHWAY 75, 12.0 FT (3.7 M) SOUTH OF A FIELD ENTRANCE, 11.2 FT (3.4 M)
 DP2174'NORTH-NORTHEAST OF A WITNESS POST.
 DP2174
 DP2174                          STATION RECOVERY (2013)
 DP2174
 DP2174'RECOVERY NOTE BY MN DEPT OF TRANSP 2013 (DJS)
 DP2174'2.8 MI (4.5 KM) SOUTH OF KRAGNES, 2.6 MI (4.2 KM) SOUTH ALONG TRUNK
 DP2174'HIGHWAY 75  FROM THE JUNCTION OF TRUNK HIGHWAY 75 AND 98TH AVENUE
 DP2174'NORTH IN KRAGNES, AT TRUNK HIGHWAY 75 MILE POINT 256.65, 187.5 FT
 DP2174'(57.2 M) NORTH-NORTHWEST OF POWER POLE, 87.3 FT (26.6 M)
 DP2174'SOUTH-SOUTHWEST OF POWER POLE, 53.0 FT (16.2 M) EAST OF TRUNK HIGHWAY
 DP2174'75, 12.0 FT (3.7 M) SOUTH OF A FIELD ENTRANCE, 11.2 FT (3.4 M)
 DP2174'NORTH-NORTHEAST OF A WITNESS POST.
 DP2174
 DP2174                          STATION RECOVERY (2022)
 DP2174
 DP2174'RECOVERY NOTE BY MN DEPT OF TRANSP 2022 (KMS)
 DP2174'RECOVERED AS DESCRIBED.
 DP2174
 DP2174                          STATION RECOVERY (2023)
 DP2174
 DP2174'RECOVERY NOTE BY MN DEPT OF TRANSP 2023 (BXG)
 DP2174'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DP2175 ***********************************************************************
 DP2175  DESIGNATION -  1407 Y RESET
 DP2175  PID         -  DP2175
 DP2175  STATE/COUNTY-  MN/CLAY
 DP2175  COUNTRY     -  US
 DP2175  USGS QUAD   -  DILWORTH (2019)
 DP2175
 DP2175                         *CURRENT SURVEY CONTROL
 DP2175  ______________________________________________________________________
 DP2175* NAD 83(2011) POSITION- 46 57 47.66523(N) 096 44 49.06521(W)   ADJUSTED
 DP2175* NAD 83(2011) ELLIP HT-   246.214 (meters)        (12/13/23)   ADJUSTED
 DP2175* NAD 83(2011) EPOCH   -  2010.00
 DP2175* NAVD 88 ORTHO HEIGHT -   272.493 (meters)      894.00  (feet) ADJUSTED
 DP2175  ______________________________________________________________________
 DP2175  GEOID HEIGHT    -        -26.363 (meters)                     GEOID18
 DP2175  NAD 83(2011) X  -   -512,332.625 (meters)                     COMP
 DP2175  NAD 83(2011) Y  - -4,330,643.382 (meters)                     COMP
 DP2175  NAD 83(2011) Z  -  4,639,156.745 (meters)                     COMP
 DP2175  LAPLACE CORR    -         -2.64  (seconds)                    DEFLEC18
 DP2175  DYNAMIC HEIGHT  -        272.526 (meters)      894.11  (feet) COMP
 DP2175  MODELED GRAVITY -    980,725.7   (mgal)                       NAVD 88
 DP2175
 DP2175  VERT ORDER      -  SECOND    CLASS I
 DP2175
 DP2175  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DP2175  Standards:
 DP2175         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DP2175            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DP2175  -------------------------------------------------------------------
 DP2175  NETWORK    0.56   1.39           0.25   0.20   0.71     -0.15091555
 DP2175  -------------------------------------------------------------------
 DP2175  Click here for local accuracies and other accuracy information.
 DP2175
 DP2175.The horizontal coordinates were established by GPS observations
 DP2175.and adjusted by the MN DEPT OF TRANSP in December 2023.
 DP2175
 DP2175.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DP2175.been affixed to the stable North American tectonic plate. See 
 DP2175.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DP2175
 DP2175.The horizontal coordinates are valid at the epoch date displayed above
 DP2175.which is a decimal equivalence of Year/Month/Day.
 DP2175
 DP2175.The orthometric height was determined by differential leveling and
 DP2175.adjusted by the NATIONAL GEODETIC SURVEY
 DP2175.in April 2024.
 DP2175
 DP2175.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP2175.GEOID18 height accuracy estimate available here.
 DP2175
 DP2175.Click photographs - Photos may exist for this station.
 DP2175
 DP2175.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DP2175
 DP2175.The Laplace correction was computed from DEFLEC18 derived deflections.
 DP2175
 DP2175.The ellipsoidal height was determined by GPS observations
 DP2175.and is referenced to NAD 83.
 DP2175
 DP2175.The dynamic height is computed by dividing the NAVD 88
 DP2175.geopotential number by the normal gravity value computed on the
 DP2175.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP2175.degrees latitude (g = 980.6199 gals.).
 DP2175
 DP2175.The modeled gravity was interpolated from observed gravity values.
 DP2175
 DP2175. The following values were computed from the NAD 83(2011) position.
 DP2175
 DP2175;                    North         East     Units Scale Factor Converg.
 DP2175;SPC MN C     -   321,208.955   609,995.669   MT  0.99998219   -1 48 22.6
 DP2175;SPC MN C     - 1,053,833.05  2,001,294.12   sFT  0.99998219   -1 48 22.6
 DP2175;UTM  14      - 5,203,542.983   671,402.942   MT  0.99996110   +1 38 49.8
 DP2175
 DP2175!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DP2175!SPC MN C     -   0.99996141  x   0.99998219  =   0.99994360
 DP2175!UTM  14      -   0.99996141  x   0.99996110  =   0.99992251
 DP2175
 DP2175_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPT7140203542(NAD 83)
 DP2175
 DP2175                          SUPERSEDED SURVEY CONTROL
 DP2175
 DP2175  NAD 83(2011)-  46 57 47.66509(N)    096 44 49.06589(W) AD(2010.00) 0
 DP2175  ELLIP H (05/15/15)  246.197  (m)                       GP(2010.00)    
 DP2175  NAVD 88             272.50   (m)          894.0    (f) LEVELING    3  
 DP2175  NAVD 88 (08/26/19)  272.481  (m)          893.96   (f) SUPERSEDED  2 1
 DP2175  NAVD 88 (05/15/15)  272.57   (m)  GEOID12A model used  GPS OBS        
 DP2175
 DP2175.Superseded values are not recommended for survey control.
 DP2175
 DP2175.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DP2175.See file dsdata.pdf to determine how the superseded data were derived.
 DP2175
 DP2175_MARKER: I = METAL ROD
 DP2175_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DP2175_STAMPING: 1407 Y RESET 2012
 DP2175_MARK LOGO: MNDT
 DP2175_PROJECTION: RECESSED 13 CENTIMETERS
 DP2175_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DP2175_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DP2175_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP2175+SATELLITE: SATELLITE OBSERVATIONS - June 29, 2023
 DP2175_ROD/PIPE-DEPTH: 15.2 meters
 DP2175
 DP2175  HISTORY     - Date     Condition        Report By
 DP2175  HISTORY     - 20120823 MONUMENTED       MNDT
 DP2175  HISTORY     - 20150107 GOOD             MNDT
 DP2175  HISTORY     - 20221009 GOOD             MNDT
 DP2175  HISTORY     - 20230629 GOOD             MNDT
 DP2175
 DP2175                          STATION DESCRIPTION
 DP2175
 DP2175'DESCRIBED BY MN DEPT OF TRANSP 2012
 DP2175'THE MARK IS LOCATED 1.8 MI (2.9 KM) SOUTH OF KRAGNES.
 DP2175'
 DP2175'TO REACH GO 1.8 MI (2.9 KM) SOUTH ALONG TRUNK HIGHWAY 75 FROM THE
 DP2175'JUNCTION OF TRUNK HIGHWAY 75 AND 98TH AVENUE NORTH IN KRAGNES, AT
 DP2175'TRUNK HIGHWAY 75 MILE POINT 257.5.
 DP2175'
 DP2175'THE MARK IS 195.0 FT (59.4 M) WEST OF TRUNK HIGHWAY 75, 74.9 FT (22.8
 DP2175'M) NORTHWEST OF RAILROAD CROSSING SIGN POST, 68.6 FT (20.9 M) WEST OF
 DP2175'WEST RAIL OF RAILROAD TRACKS, 30.0 FT (9.1 M) NORTH OF 80TH AVENUE
 DP2175'NORTH, 11.0 FT (3.4 M) EAST OF A FIELD ENTRANCE, 8.1 FT (2.5 M) WEST
 DP2175'OF A WITNESS POST.
 DP2175
 DP2175                          STATION RECOVERY (2015)
 DP2175
 DP2175'RECOVERY NOTE BY MN DEPT OF TRANSP 2015 (DXS)
 DP2175'1.8 MILES SOUTH OF KRAGNES, 1.8 MILES SOUTH ALONG TRUNK HIGHWAY 75
 DP2175'FROM JUNCTION OF TRUNK HIGHWAY 75 AND 98TH AVENUE NORTH IN KRAGNES, AT
 DP2175'TRUNK HIGHWAY 75 MILEPOINT 257.5, 195.0 FEET WEST OF TRUNK HIGHWAY 75,
 DP2175'74.9 FEET NORTHWEST OF RAILROAD CROSSING SIGN POST, 68.6 FEET WEST OF
 DP2175'WEST RAIL OF RAILROAD TRACKS, 30.0 FEET NORTH OF 80TH AVENUE NORTH,
 DP2175'11.0 FEET EAST OF FIELD ENTRANCE, 8.1 FEET WEST OF WITNESS POST.
 DP2175
 DP2175                          STATION RECOVERY (2022)
 DP2175
 DP2175'RECOVERY NOTE BY MN DEPT OF TRANSP 2022 (KMS)
 DP2175'THE MARK IS LOCATED ABOUT 10.0 MI (16.1 KM) NORTHWEST OF GLYNDON, 8.4
 DP2175'MI (13.5 KM) SOUTH-SOUTHEAST OF GEORGETOWN AND 6.3 MI (10.1 KM)
 DP2175'NORTH-NORTHWEST OF DILWORTH.
 DP2175'
 DP2175'THE MARK WAS LOCATED ABOUT 1.8 MI (2.9 KM) SOUTH OF KRAGNES, 1.8 MI
 DP2175'(2.9 KM) SOUTH ALONG TRUNK HIGHWAY 75 FROM THE JUNCTION OF TRUNK
 DP2175'HIGHWAY 75 AND 98TH AVENUE NORTH IN KRAGNES, AT TRUNK HIGHWAY 75 MILE
 DP2175'POINT 257.5.
 DP2175'
 DP2175'IT IS 195.0 FT (59.4 M) WEST OF TRUNK HIGHWAY 75, 74.9 FT (22.8 M)
 DP2175'NORTHWEST OF A RAILROAD CROSSING SIGNPOST, 68.6 FT (20.9 M) WEST OF
 DP2175'THE WEST RAIL OF THE RAILROAD TRACKS, 30.0 FT (9.1 M) NORTH OF 80TH
 DP2175'AVENUE NORTH, 11.0 FT (3.4 M) EAST OF A FIELD ENTRANCE AND 8.1 FT (2.5
 DP2175'M) WEST OF A WITNESS POST.
 DP2175'
 DP2175'NOTE-THE STATION STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER
 DP2175'ALUMINUM ROD DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION
 DP2175'REMOVABLE DISK SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY
 DP2175'A SIX-INCH PVC PIPE BACK FILLED WITH WASHED SAND.
 DP2175
 DP2175                          STATION RECOVERY (2023)
 DP2175
 DP2175'RECOVERY NOTE BY MN DEPT OF TRANSP 2023 (JXA)
 DP2175'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DP2176 ***********************************************************************
 DP2176  DESIGNATION -  1407 Z RESET
 DP2176  PID         -  DP2176
 DP2176  STATE/COUNTY-  MN/CLAY
 DP2176  COUNTRY     -  US
 DP2176  USGS QUAD   -  DILWORTH (2019)
 DP2176
 DP2176                         *CURRENT SURVEY CONTROL
 DP2176  ______________________________________________________________________
 DP2176* NAD 83(2011) POSITION- 46 58 38.20706(N) 096 44 45.87111(W)   ADJUSTED
 DP2176* NAD 83(2011) ELLIP HT-   245.345 (meters)        (12/13/23)   ADJUSTED
 DP2176* NAD 83(2011) EPOCH   -  2010.00
 DP2176* NAVD 88 ORTHO HEIGHT -   271.615 (meters)      891.12  (feet) ADJUSTED
 DP2176  ______________________________________________________________________
 DP2176  GEOID HEIGHT    -        -26.353 (meters)                     GEOID18
 DP2176  NAD 83(2011) X  -   -512,131.465 (meters)                     COMP
 DP2176  NAD 83(2011) Y  - -4,329,517.664 (meters)                     COMP
 DP2176  NAD 83(2011) Z  -  4,640,221.181 (meters)                     COMP
 DP2176  LAPLACE CORR    -         -2.67  (seconds)                    DEFLEC18
 DP2176  DYNAMIC HEIGHT  -        271.648 (meters)      891.23  (feet) COMP
 DP2176  MODELED GRAVITY -    980,726.3   (mgal)                       NAVD 88
 DP2176
 DP2176  VERT ORDER      -  SECOND    CLASS I
 DP2176
 DP2176  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DP2176  Standards:
 DP2176         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DP2176            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DP2176  -------------------------------------------------------------------
 DP2176  NETWORK    0.56   1.35           0.25   0.20   0.69     -0.16320138
 DP2176  -------------------------------------------------------------------
 DP2176  Click here for local accuracies and other accuracy information.
 DP2176
 DP2176.The horizontal coordinates were established by GPS observations
 DP2176.and adjusted by the MN DEPT OF TRANSP in December 2023.
 DP2176
 DP2176.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DP2176.been affixed to the stable North American tectonic plate. See 
 DP2176.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DP2176
 DP2176.The horizontal coordinates are valid at the epoch date displayed above
 DP2176.which is a decimal equivalence of Year/Month/Day.
 DP2176
 DP2176.The orthometric height was determined by differential leveling and
 DP2176.adjusted by the NATIONAL GEODETIC SURVEY
 DP2176.in April 2024.
 DP2176
 DP2176.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP2176.GEOID18 height accuracy estimate available here.
 DP2176
 DP2176.Click photographs - Photos may exist for this station.
 DP2176
 DP2176.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DP2176
 DP2176.The Laplace correction was computed from DEFLEC18 derived deflections.
 DP2176
 DP2176.The ellipsoidal height was determined by GPS observations
 DP2176.and is referenced to NAD 83.
 DP2176
 DP2176.The dynamic height is computed by dividing the NAVD 88
 DP2176.geopotential number by the normal gravity value computed on the
 DP2176.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP2176.degrees latitude (g = 980.6199 gals.).
 DP2176
 DP2176.The modeled gravity was interpolated from observed gravity values.
 DP2176
 DP2176. The following values were computed from the NAD 83(2011) position.
 DP2176
 DP2176;                    North         East     Units Scale Factor Converg.
 DP2176;SPC MN C     -   322,766.789   610,112.339   MT  0.99998492   -1 48 20.3
 DP2176;SPC MN C     - 1,058,944.04  2,001,676.90   sFT  0.99998492   -1 48 20.3
 DP2176;UTM  14      - 5,205,104.981   671,425.553   MT  0.99996119   +1 38 53.5
 DP2176
 DP2176!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DP2176!SPC MN C     -   0.99996154  x   0.99998492  =   0.99994646
 DP2176!UTM  14      -   0.99996154  x   0.99996119  =   0.99992274
 DP2176
 DP2176_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPT7142505104(NAD 83)
 DP2176
 DP2176                          SUPERSEDED SURVEY CONTROL
 DP2176
 DP2176  NAVD 88             271.62   (m)          891.1    (f) LEVELING    3  
 DP2176  NAVD 88 (08/26/19)  271.604  (m)          891.09   (f) SUPERSEDED  2 1
 DP2176
 DP2176.Superseded values are not recommended for survey control.
 DP2176
 DP2176.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DP2176.See file dsdata.pdf to determine how the superseded data were derived.
 DP2176
 DP2176_MARKER: I = METAL ROD
 DP2176_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DP2176_STAMPING: 1407 Z RESET 2012
 DP2176_MARK LOGO: MNDT
 DP2176_PROJECTION: RECESSED 15 CENTIMETERS
 DP2176_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DP2176_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DP2176_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP2176+SATELLITE: SATELLITE OBSERVATIONS - June 29, 2023
 DP2176_ROD/PIPE-DEPTH: 7.6 meters
 DP2176
 DP2176  HISTORY     - Date     Condition        Report By
 DP2176  HISTORY     - 20120823 MONUMENTED       MNDT
 DP2176  HISTORY     - 20221010 GOOD             MNDT
 DP2176  HISTORY     - 20230629 GOOD             MNDT
 DP2176
 DP2176                          STATION DESCRIPTION
 DP2176
 DP2176'DESCRIBED BY MN DEPT OF TRANSP 2012
 DP2176'THE MARK IS LOCATED 0.8 MI (1.3 KM) SOUTH-SOUTHEAST OF KRAGNES.
 DP2176'
 DP2176'TO REACH GO 0.8 MI (1.3 KM) SOUTH ALONG TRUNK HIGHWAY 75 FROM THE
 DP2176'JUNCTION OF TRUNK HIGHWAY 75 AND 98TH AVENUE NORTH IN KRAGNES, AT
 DP2176'TRUNK HIGHWAY 75 MILE POINT 258.45.
 DP2176'
 DP2176'THE MARK IS 114 FT (34.7 M) EAST-NORTHEAST OF TRUNK HIGHWAY 75, 92.0
 DP2176'FT (28.0 M) NORTH OF COUNTY ROAD 26 92.0 FT (28.0 M) SOUTH-SOUTHWEST
 DP2176'OF THE NORTHWEST CORNER OF CYCLONE FENCE AROUND POWER SUBSTATION, 60.5
 DP2176'FT (18.4 M) SOUTHEAST OF RIGHT-OF-WAY POST, 48.8 FT (14.9 M) WEST OF
 DP2176'CYCLONE FENCE AROUND SUBSTATION, 1.1 FT (0.3 M) WEST OF A WITNESS
 DP2176'POST.
 DP2176
 DP2176                          STATION RECOVERY (2022)
 DP2176
 DP2176'RECOVERY NOTE BY MN DEPT OF TRANSP 2022 (KMS)
 DP2176'RECOVERED AS DESCRIBED.
 DP2176
 DP2176                          STATION RECOVERY (2023)
 DP2176
 DP2176'RECOVERY NOTE BY MN DEPT OF TRANSP 2023 (CXR)
 DP2176'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DK7701 ***********************************************************************
 DK7701  DESIGNATION -  1408 A RESET
 DK7701  PID         -  DK7701
 DK7701  STATE/COUNTY-  MN/CLAY
 DK7701  COUNTRY     -  US
 DK7701  USGS QUAD   -  BARNESVILLE (2019)
 DK7701
 DK7701                         *CURRENT SURVEY CONTROL
 DK7701  ______________________________________________________________________
 DK7701* NAD 83(2011) POSITION- 46 37 50.67838(N) 096 26 42.14892(W)   ADJUSTED
 DK7701* NAD 83(2011) ELLIP HT-   277.693 (meters)        (11/14/23)   ADJUSTED
 DK7701* NAD 83(2011) EPOCH   -  2010.00
 DK7701* NAVD 88 ORTHO HEIGHT -   304.189 (meters)      997.99  (feet) ADJUSTED
 DK7701  ______________________________________________________________________
 DK7701  GEOID HEIGHT    -        -26.539 (meters)                     GEOID18
 DK7701  NAD 83(2011) X  -   -492,532.131 (meters)                     COMP
 DK7701  NAD 83(2011) Y  - -4,360,078.420 (meters)                     COMP
 DK7701  NAD 83(2011) Z  -  4,613,874.644 (meters)                     COMP
 DK7701  LAPLACE CORR    -         -1.64  (seconds)                    DEFLEC18
 DK7701  DYNAMIC HEIGHT  -        304.212 (meters)      998.07  (feet) COMP
 DK7701  MODELED GRAVITY -    980,682.2   (mgal)                       NAVD 88
 DK7701
 DK7701  VERT ORDER      -  SECOND    CLASS I
 DK7701
 DK7701  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DK7701  Standards:
 DK7701         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DK7701            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DK7701  -------------------------------------------------------------------
 DK7701  NETWORK    0.72   1.35           0.33   0.25   0.69     -0.09880154
 DK7701  -------------------------------------------------------------------
 DK7701  Click here for local accuracies and other accuracy information.
 DK7701
 DK7701.The horizontal coordinates were established by GPS observations
 DK7701.and adjusted by the MN DEPT OF TRANSP in November 2023.
 DK7701
 DK7701.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DK7701.been affixed to the stable North American tectonic plate. See 
 DK7701.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DK7701
 DK7701.The horizontal coordinates are valid at the epoch date displayed above
 DK7701.which is a decimal equivalence of Year/Month/Day.
 DK7701
 DK7701.The orthometric height was determined by differential leveling and
 DK7701.adjusted by the NATIONAL GEODETIC SURVEY
 DK7701.in August 2019.
 DK7701
 DK7701.Significant digits in the geoid height do not necessarily reflect accuracy.
 DK7701.GEOID18 height accuracy estimate available here.
 DK7701
 DK7701.Click photographs - Photos may exist for this station.
 DK7701
 DK7701.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DK7701
 DK7701.The Laplace correction was computed from DEFLEC18 derived deflections.
 DK7701
 DK7701.The ellipsoidal height was determined by GPS observations
 DK7701.and is referenced to NAD 83.
 DK7701
 DK7701.The dynamic height is computed by dividing the NAVD 88
 DK7701.geopotential number by the normal gravity value computed on the
 DK7701.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK7701.degrees latitude (g = 980.6199 gals.).
 DK7701
 DK7701.The modeled gravity was interpolated from observed gravity values.
 DK7701
 DK7701. The following values were computed from the NAD 83(2011) position.
 DK7701
 DK7701;                    North         East     Units Scale Factor Converg.
 DK7701;SPC MN C     -   283,581.691   631,939.643   MT  0.99993533   -1 35 16.3
 DK7701;SPC MN C     -   930,384.26  2,073,288.65   sFT  0.99993533   -1 35 16.3
 DK7701;UTM  14      - 5,167,302.246   695,572.755   MT  1.00007016   +1 51 28.4
 DK7701
 DK7701!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DK7701!SPC MN C     -   0.99995647  x   0.99993533  =   0.99989180
 DK7701!UTM  14      -   0.99995647  x   1.00007016  =   1.00002663
 DK7701
 DK7701_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPS9557267302(NAD 83)
 DK7701
 DK7701                          SUPERSEDED SURVEY CONTROL
 DK7701
 DK7701  NAVD 88 (04/02/09)  304.228  (m)          998.12   (f) SUPERSEDED  2 1
 DK7701
 DK7701.Superseded values are not recommended for survey control.
 DK7701
 DK7701.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK7701.See file dsdata.pdf to determine how the superseded data were derived.
 DK7701
 DK7701_MARKER: DD = SURVEY DISK
 DK7701_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DK7701_STAMPING: 1408 A RESET 2005
 DK7701_MARK LOGO: MNDT
 DK7701_PROJECTION: FLUSH
 DK7701_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DK7701_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DK7701_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DK7701+SATELLITE: SATELLITE OBSERVATIONS - February 05, 2024
 DK7701_ROD/PIPE-DEPTH: 7.3 meters
 DK7701
 DK7701  HISTORY     - Date     Condition        Report By
 DK7701  HISTORY     - 20050601 MONUMENTED       MNDT
 DK7701  HISTORY     - 20230510 GOOD             MNDT
 DK7701  HISTORY     - 20240205 GOOD             MNDT
 DK7701
 DK7701                          STATION DESCRIPTION
 DK7701
 DK7701'DESCRIBED BY MN DEPT OF TRANSP 2005
 DK7701'THE MARK IS 1.5 MI (2.4 KM) SOUTHWEST OF BARNESVILLE, 2.2 MI (3.5 KM)
 DK7701'(3.5 KM) WEST AND SOUTH ALONG TRUNK HIGHWAY 9 FROM THE JUNCTION OF
 DK7701'TRUNK HIGHWAY 9 AND COUNTY ROAD 52 IN BARNESVILLE, AT TRUNK HIGHWAY 9
 DK7701'MILE POINT 144.8, 74.7 FT (22.8 M) WEST OF TRUNK HIGHWAY 9, 35.7 FT
 DK7701'(10.9 M) NORTH OF 180TH AVENUE SOUTH, 1.0 FT (0.3 M) EAST OF A WITNESS
 DK7701'POST.
 DK7701
 DK7701                          STATION RECOVERY (2023)
 DK7701
 DK7701'RECOVERY NOTE BY MN DEPT OF TRANSP 2023 (JXP)
 DK7701'RECOVERED AS DESCRIBED.
 DK7701
 DK7701                          STATION RECOVERY (2024)
 DK7701
 DK7701'RECOVERY NOTE BY MN DEPT OF TRANSP 2024 (AJH)
 DK7701'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DK7702 ***********************************************************************
 DK7702  DESIGNATION -  1408 C
 DK7702  PID         -  DK7702
 DK7702  STATE/COUNTY-  MN/CLAY
 DK7702  COUNTRY     -  US
 DK7702  USGS QUAD   -  BARNESVILLE (2019)
 DK7702
 DK7702                         *CURRENT SURVEY CONTROL
 DK7702  ______________________________________________________________________
 DK7702* NAD 83(2011) POSITION- 46 38 42.26336(N) 096 26 28.97770(W)   ADJUSTED
 DK7702* NAD 83(2011) ELLIP HT-   276.296 (meters)        (09/12/10)   ADJUSTED
 DK7702* NAD 83(2011) EPOCH   -  2010.00
 DK7702* NAVD 88 ORTHO HEIGHT -   302.786 (meters)      993.39  (feet) ADJUSTED
 DK7702  ______________________________________________________________________
 DK7702  GEOID HEIGHT    -        -26.532 (meters)                     GEOID18
 DK7702  NAD 83(2011) X  -   -492,123.680 (meters)                     COMP
 DK7702  NAD 83(2011) Y  - -4,358,958.097 (meters)                     COMP
 DK7702  NAD 83(2011) Z  -  4,614,967.360 (meters)                     COMP
 DK7702  LAPLACE CORR    -         -1.35  (seconds)                    DEFLEC18
 DK7702  DYNAMIC HEIGHT  -        302.810 (meters)      993.47  (feet) COMP
 DK7702  MODELED GRAVITY -    980,685.5   (mgal)                       NAVD 88
 DK7702
 DK7702  VERT ORDER      -  SECOND    CLASS I
 DK7702
 DK7702  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DK7702  Standards:
 DK7702         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DK7702            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DK7702  -------------------------------------------------------------------
 DK7702  NETWORK    0.46   0.88           0.21   0.16   0.45     -0.03792491
 DK7702  -------------------------------------------------------------------
 DK7702  Click here for local accuracies and other accuracy information.
 DK7702
 DK7702.The horizontal coordinates were established by GPS observations
 DK7702.and adjusted by the MN DEPT OF TRANSP in September 2010.
 DK7702
 DK7702.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DK7702.been affixed to the stable North American tectonic plate. See 
 DK7702.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DK7702
 DK7702.The horizontal coordinates are valid at the epoch date displayed above
 DK7702.which is a decimal equivalence of Year/Month/Day.
 DK7702
 DK7702.The orthometric height was determined by differential leveling and
 DK7702.adjusted by the NATIONAL GEODETIC SURVEY
 DK7702.in August 2019.
 DK7702
 DK7702.Significant digits in the geoid height do not necessarily reflect accuracy.
 DK7702.GEOID18 height accuracy estimate available here.
 DK7702
 DK7702.Click photographs - Photos may exist for this station.
 DK7702
 DK7702.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DK7702
 DK7702.The Laplace correction was computed from DEFLEC18 derived deflections.
 DK7702
 DK7702.The ellipsoidal height was determined by GPS observations
 DK7702.and is referenced to NAD 83.
 DK7702
 DK7702.The dynamic height is computed by dividing the NAVD 88
 DK7702.geopotential number by the normal gravity value computed on the
 DK7702.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK7702.degrees latitude (g = 980.6199 gals.).
 DK7702
 DK7702.The modeled gravity was interpolated from observed gravity values.
 DK7702
 DK7702. The following values were computed from the NAD 83(2011) position.
 DK7702
 DK7702;                    North         East     Units Scale Factor Converg.
 DK7702;SPC MN C     -   285,166.106   632,263.755   MT  0.99993665   -1 35 06.8
 DK7702;SPC MN C     -   935,582.47  2,074,352.00   sFT  0.99993665   -1 35 06.8
 DK7702;UTM  14      - 5,168,903.494   695,801.077   MT  1.00007125   +1 51 39.6
 DK7702
 DK7702!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DK7702!SPC MN C     -   0.99995669  x   0.99993665  =   0.99989334
 DK7702!UTM  14      -   0.99995669  x   1.00007125  =   1.00002794
 DK7702
 DK7702_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPS9580168903(NAD 83)
 DK7702
 DK7702                          SUPERSEDED SURVEY CONTROL
 DK7702
 DK7702  NAVD 88 (04/02/09)  302.825  (m)          993.52   (f) SUPERSEDED  2 1
 DK7702
 DK7702.Superseded values are not recommended for survey control.
 DK7702
 DK7702.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK7702.See file dsdata.pdf to determine how the superseded data were derived.
 DK7702
 DK7702_MARKER: DB = BENCH MARK DISK
 DK7702_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 DK7702_STAMPING: 1408 C 19
 DK7702_MARK LOGO: MNHD
 DK7702_PROJECTION: RECESSED 3 CENTIMETERS
 DK7702_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DK7702_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DK7702_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DK7702+SATELLITE: SATELLITE OBSERVATIONS - February 04, 2024
 DK7702
 DK7702  HISTORY     - Date     Condition        Report By
 DK7702  HISTORY     - 19550401 MONUMENTED       MNHD
 DK7702  HISTORY     - 20050429 GOOD             MNDT
 DK7702  HISTORY     - 20100630 GOOD             MNDT
 DK7702  HISTORY     - 20150121 GOOD             MNDT
 DK7702  HISTORY     - 20230510 GOOD             MNDT
 DK7702  HISTORY     - 20240204 GOOD             MNDT
 DK7702
 DK7702                          STATION DESCRIPTION
 DK7702
 DK7702'DESCRIBED BY MN DEPT OF TRANSP 2005 (MPP)
 DK7702'THE MARK IS 1.0 MI (1.6 KM) WEST OF BARNESVILLE, 1.2 MI (1.9 KM) WEST
 DK7702'ON TRUNK HIGHWAY 9 FROM THE JUNCTION OF TRUNK HIGHWAY 9 AND COUNTY
 DK7702'ROAD 52 (FRONT STREET) IN BARNESVILLE, AT TRUNK HIGHWAY 9 MILE POINT
 DK7702'145.8, IN SOUTHWEST QUADRANT OF THE JUNCTION OF TRUNK HIGHWAY 9 AND
 DK7702'170TH AVENUE SOUTH, 76.8 FT (23.4 M) WEST OF TRUNK HIGHWAY 9, 48.7 FT
 DK7702'(14.8 M) (14.8 M) SOUTH OF 170 AVENUE SOUTH, 4.5 FT (1.4 M) EAST OF
 DK7702'POWER POLE, 1.5 FT (0.5 M) EAST OF A WITNESS POST.
 DK7702
 DK7702                          STATION RECOVERY (2010)
 DK7702
 DK7702'RECOVERY NOTE BY MN DEPT OF TRANSP 2010 (KMS)
 DK7702'1.0 MILE SOUTHWEST OF BARNESVILLE, 1.3 MILES WEST AND SOUTHWEST ALONG
 DK7702'TRUNK HIGHWAY 9 FROM JUNCTION OF TRUNK HIGHWAY 9 AND COUNTY ROAD 52
 DK7702'(FRONT STREET) IN BARNESVILLE, AT TRUNK HIGHWAY 9 MILEPOINT 145.8, IN
 DK7702'SOUTHWEST QUADRANT OF JUNCTION OF TRUNK HIGHWAY 9 AND 170TH AVENUE
 DK7702'SOUTH COUNTY ROAD 51, 76.8 FEET WEST OF TRUNK HIGHWAY 9, 48.7 FEET
 DK7702'SOUTH OF 170 AVENUE SOUTH COUNTY ROAD 51, 4.5 FEET EAST OF POWER POLE,
 DK7702'1.5 FEET EAST OF WITNESS POST.
 DK7702
 DK7702                          STATION RECOVERY (2015)
 DK7702
 DK7702'RECOVERY NOTE BY MN DEPT OF TRANSP 2015 (KXS)
 DK7702'1.0 MILE SOUTHWEST OF BARNESVILLE, 1.3 MILES WEST AND SOUTHWEST ALONG
 DK7702'TRUNK HIGHWAY 9 FROM JUNCTION OF TRUNK HIGHWAY 9 AND COUNTY ROAD 52
 DK7702'(FRONT STREET) IN BARNESVILLE, AT TRUNK HIGHWAY 9 MILEPOINT 145.8, IN
 DK7702'SOUTHWEST QUADRANT OF JUNCTION OF TRUNK HIGHWAY 9 AND 170TH AVENUE
 DK7702'SOUTH COUNTY ROAD 51, 76.8 FEET WEST OF TRUNK HIGHWAY 9, 48.7 FEET
 DK7702'SOUTH OF 170 AVENUE SOUTH COUNTY ROAD 51, 4.5 FEET EAST OF POWER POLE,
 DK7702'1.5 FEET EAST OF WITNESS POST.
 DK7702
 DK7702                          STATION RECOVERY (2023)
 DK7702
 DK7702'RECOVERY NOTE BY MN DEPT OF TRANSP 2023 (EXR)
 DK7702'RECOVERED AS DESCRIBED.
 DK7702
 DK7702                          STATION RECOVERY (2024)
 DK7702
 DK7702'RECOVERY NOTE BY MN DEPT OF TRANSP 2024 (AJH)
 DK7702'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DK7703 ***********************************************************************
 DK7703  DESIGNATION -  1408 C 1
 DK7703  PID         -  DK7703
 DK7703  STATE/COUNTY-  MN/CLAY
 DK7703  COUNTRY     -  US
 DK7703  USGS QUAD   -  BARNESVILLE (2019)
 DK7703
 DK7703                         *CURRENT SURVEY CONTROL
 DK7703  ______________________________________________________________________
 DK7703* NAD 83(2011) POSITION- 46 39 11.64043(N) 096 25 49.41104(W)   ADJUSTED
 DK7703* NAD 83(2011) ELLIP HT-   277.060 (meters)        (11/14/23)   ADJUSTED
 DK7703* NAD 83(2011) EPOCH   -  2010.00
 DK7703* NAVD 88 ORTHO HEIGHT -   303.556 (meters)      995.92  (feet) ADJUSTED
 DK7703  ______________________________________________________________________
 DK7703  GEOID HEIGHT    -        -26.534 (meters)                     GEOID18
 DK7703  NAD 83(2011) X  -   -491,213.695 (meters)                     COMP
 DK7703  NAD 83(2011) Y  - -4,358,397.428 (meters)                     COMP
 DK7703  NAD 83(2011) Z  -  4,615,590.656 (meters)                     COMP
 DK7703  LAPLACE CORR    -         -1.26  (seconds)                    DEFLEC18
 DK7703  DYNAMIC HEIGHT  -        303.580 (meters)      996.00  (feet) COMP
 DK7703  MODELED GRAVITY -    980,686.0   (mgal)                       NAVD 88
 DK7703
 DK7703  VERT ORDER      -  SECOND    CLASS I
 DK7703
 DK7703  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DK7703  Standards:
 DK7703         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DK7703            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DK7703  -------------------------------------------------------------------
 DK7703  NETWORK    0.71   1.29           0.32   0.25   0.66     -0.13183307
 DK7703  -------------------------------------------------------------------
 DK7703  Click here for local accuracies and other accuracy information.
 DK7703
 DK7703.The horizontal coordinates were established by GPS observations
 DK7703.and adjusted by the MN DEPT OF TRANSP in November 2023.
 DK7703
 DK7703.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DK7703.been affixed to the stable North American tectonic plate. See 
 DK7703.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DK7703
 DK7703.The horizontal coordinates are valid at the epoch date displayed above
 DK7703.which is a decimal equivalence of Year/Month/Day.
 DK7703
 DK7703.The orthometric height was determined by differential leveling and
 DK7703.adjusted by the NATIONAL GEODETIC SURVEY
 DK7703.in August 2019.
 DK7703
 DK7703.Significant digits in the geoid height do not necessarily reflect accuracy.
 DK7703.GEOID18 height accuracy estimate available here.
 DK7703
 DK7703.Click photographs - Photos may exist for this station.
 DK7703
 DK7703.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DK7703
 DK7703.The Laplace correction was computed from DEFLEC18 derived deflections.
 DK7703
 DK7703.The ellipsoidal height was determined by GPS observations
 DK7703.and is referenced to NAD 83.
 DK7703
 DK7703.The dynamic height is computed by dividing the NAVD 88
 DK7703.geopotential number by the normal gravity value computed on the
 DK7703.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK7703.degrees latitude (g = 980.6199 gals.).
 DK7703
 DK7703.The modeled gravity was interpolated from observed gravity values.
 DK7703
 DK7703. The following values were computed from the NAD 83(2011) position.
 DK7703
 DK7703;                    North         East     Units Scale Factor Converg.
 DK7703;SPC MN C     -   286,049.619   633,129.780   MT  0.99993744   -1 34 38.2
 DK7703;SPC MN C     -   938,481.13  2,077,193.29   sFT  0.99993744   -1 34 38.2
 DK7703;UTM  14      - 5,169,837.596   696,612.534   MT  1.00007517   +1 52 09.3
 DK7703
 DK7703!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DK7703!SPC MN C     -   0.99995657  x   0.99993744  =   0.99989401
 DK7703!UTM  14      -   0.99995657  x   1.00007517  =   1.00003174
 DK7703
 DK7703_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPS9661269837(NAD 83)
 DK7703
 DK7703                          SUPERSEDED SURVEY CONTROL
 DK7703
 DK7703  NAVD 88 (04/02/09)  303.595  (m)          996.04   (f) SUPERSEDED  2 1
 DK7703
 DK7703.Superseded values are not recommended for survey control.
 DK7703
 DK7703.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK7703.See file dsdata.pdf to determine how the superseded data were derived.
 DK7703
 DK7703_MARKER: DD = SURVEY DISK
 DK7703_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DK7703_STAMPING: 1408 C 1 2005
 DK7703_MARK LOGO: MNDT
 DK7703_PROJECTION: RECESSED 8 CENTIMETERS
 DK7703_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DK7703_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DK7703_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DK7703+SATELLITE: SATELLITE OBSERVATIONS - February 06, 2024
 DK7703_ROD/PIPE-DEPTH: 6.1 meters
 DK7703
 DK7703  HISTORY     - Date     Condition        Report By
 DK7703  HISTORY     - 20050607 MONUMENTED       MNDT
 DK7703  HISTORY     - 20130806 GOOD             MNDT
 DK7703  HISTORY     - 20230510 GOOD             MNDT
 DK7703  HISTORY     - 20240206 GOOD             MNDT
 DK7703
 DK7703                          STATION DESCRIPTION
 DK7703
 DK7703'DESCRIBED BY MN DEPT OF TRANSP 2005
 DK7703'THE MARK IS IN BARNESVILLE, 0.9 MI (1.4 KM) SOUTH AND WEST ALONG TRUNK
 DK7703'HIGHWAY 9 FROM THE JUNCTION OF TRUNK HIGHWAY 9 AND TRUNK HIGHWAY 34 IN
 DK7703'BARNESVILLE, AT TRUNK HIGHWAY 9 MILE POINT 146.6, 43.2 FT (13.2 M)
 DK7703'(13.2 M) SOUTH OF TRUNK HIGHWAY 9, 25.8 FT (7.9 M) EAST OF GRAVEL
 DK7703'ROAD, 9.0 FT (2.7 M) NORTHWEST OF SIGN POST.
 DK7703
 DK7703                          STATION RECOVERY (2013)
 DK7703
 DK7703'RECOVERY NOTE BY MN DEPT OF TRANSP 2013 (DJS)
 DK7703'IN BARNESVILLE, 0.9 MI (1.4 KM) SOUTH AND WEST ALONG TRUNK HIGHWAY 9
 DK7703'FROM THE JUNCTION OF TRUNK HIGHWAY 9 AND TRUNK HIGHWAY 34 IN
 DK7703'BARNESVILLE, AT TRUNK HIGHWAY 9 MILE POINT 146.6, 43.2 FT (13.2 M)
 DK7703'SOUTH OF TRUNK HIGHWAY 9, 25.8 FT (7.9 M) EAST OF GRAVEL ROAD, 9.0 FT
 DK7703'(2.7 M) NORTHWEST OF SIGN POST, 1.0 FT (0.3 M) NORTH OF A WITNESS
 DK7703'POST.
 DK7703
 DK7703                          STATION RECOVERY (2023)
 DK7703
 DK7703'RECOVERY NOTE BY MN DEPT OF TRANSP 2023 (EXR)
 DK7703'RECOVERED AS DESCRIBED.
 DK7703
 DK7703                          STATION RECOVERY (2024)
 DK7703
 DK7703'RECOVERY NOTE BY MN DEPT OF TRANSP 2024 (AJH)
 DK7703'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 RP0090 ***********************************************************************
 RP0090  DESIGNATION -  1409 AA
 RP0090  PID         -  RP0090
 RP0090  STATE/COUNTY-  MN/CLAY
 RP0090  COUNTRY     -  US
 RP0090  USGS QUAD   -  BARNESVILLE (2019)
 RP0090
 RP0090                         *CURRENT SURVEY CONTROL
 RP0090  ______________________________________________________________________
 RP0090* NAD 83(2011) POSITION- 46 40 26.82388(N) 096 25 13.81743(W)   ADJUSTED
 RP0090* NAD 83(2011) ELLIP HT-   279.971 (meters)        (09/12/10)   ADJUSTED
 RP0090* NAD 83(2011) EPOCH   -  2010.00
 RP0090* NAVD 88 ORTHO HEIGHT -   306.483 (meters)     1005.52  (feet) ADJUSTED
 RP0090  ______________________________________________________________________
 RP0090  GEOID HEIGHT    -        -26.537 (meters)                     GEOID18
 RP0090  NAD 83(2011) X  -   -490,272.981 (meters)                     COMP
 RP0090  NAD 83(2011) Y  - -4,356,806.052 (meters)                     COMP
 RP0090  NAD 83(2011) Z  -  4,617,186.100 (meters)                     COMP
 RP0090  LAPLACE CORR    -         -0.85  (seconds)                    DEFLEC18
 RP0090  DYNAMIC HEIGHT  -        306.509 (meters)     1005.60  (feet) COMP
 RP0090  MODELED GRAVITY -    980,688.9   (mgal)                       NAVD 88
 RP0090
 RP0090  VERT ORDER      -  SECOND    CLASS I
 RP0090
 RP0090  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 RP0090  Standards:
 RP0090         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 RP0090            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 RP0090  -------------------------------------------------------------------
 RP0090  NETWORK    0.65   1.22           0.29   0.23   0.62      0.20411979
 RP0090  -------------------------------------------------------------------
 RP0090  Click here for local accuracies and other accuracy information.
 RP0090
 RP0090.The horizontal coordinates were established by GPS observations
 RP0090.and adjusted by the MN DEPT OF TRANSP in September 2010.
 RP0090
 RP0090.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 RP0090.been affixed to the stable North American tectonic plate. See 
 RP0090.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 RP0090
 RP0090.The horizontal coordinates are valid at the epoch date displayed above
 RP0090.which is a decimal equivalence of Year/Month/Day.
 RP0090
 RP0090.The orthometric height was determined by differential leveling and
 RP0090.adjusted by the NATIONAL GEODETIC SURVEY
 RP0090.in August 2019.
 RP0090
 RP0090.Significant digits in the geoid height do not necessarily reflect accuracy.
 RP0090.GEOID18 height accuracy estimate available here.
 RP0090
 RP0090.Click photographs - Photos may exist for this station.
 RP0090
 RP0090.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 RP0090
 RP0090.The Laplace correction was computed from DEFLEC18 derived deflections.
 RP0090
 RP0090.The ellipsoidal height was determined by GPS observations
 RP0090.and is referenced to NAD 83.
 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. The following values were computed from the NAD 83(2011) position.
 RP0090
 RP0090;                    North         East     Units Scale Factor Converg.
 RP0090;SPC MN C     -   288,349.409   633,949.881   MT  0.99993953   -1 34 12.4
 RP0090;SPC MN C     -   946,026.35  2,079,883.90   sFT  0.99993953   -1 34 12.4
 RP0090;UTM  14      - 5,172,182.857   697,292.976   MT  1.00007846   +1 52 37.5
 RP0090
 RP0090!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RP0090!SPC MN C     -   0.99995611  x   0.99993953  =   0.99989565
 RP0090!UTM  14      -   0.99995611  x   1.00007846  =   1.00003457
 RP0090
 RP0090_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPS9729272182(NAD 83)
 RP0090
 RP0090                          SUPERSEDED SURVEY CONTROL
 RP0090
 RP0090  NAVD 88 (05/30/12)  306.519  (m)         1005.64   (f) SUPERSEDED  2 1
 RP0090  NAVD 88 (06/15/91)  306.469  (m)         1005.47   (f) SUPERSEDED  2 0
 RP0090  NGVD 29 (??/??/92)  306.204  (m)         1004.60   (f) ADJ UNCH    2 0
 RP0090
 RP0090.Superseded values are not recommended for survey control.
 RP0090
 RP0090.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RP0090.See file dsdata.pdf to determine how the superseded data were derived.
 RP0090
 RP0090_MARKER: DB = BENCH MARK DISK
 RP0090_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 RP0090_STAMPING: 1409 AA 1968
 RP0090_MARK LOGO: MNHD
 RP0090_PROJECTION: PROJECTING 8 CENTIMETERS
 RP0090_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 RP0090_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RP0090_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 RP0090+SATELLITE: SATELLITE OBSERVATIONS - July 26, 2023
 RP0090
 RP0090  HISTORY     - Date     Condition        Report By
 RP0090  HISTORY     - 19680401 MONUMENTED       MNHD
 RP0090  HISTORY     - 20100519 GOOD             MNDT
 RP0090  HISTORY     - 20140527 POOR             MNDT
 RP0090  HISTORY     - 20220712 POOR             MNDT
 RP0090  HISTORY     - 20230726 POOR             MNDT
 RP0090
 RP0090                          STATION DESCRIPTION
 RP0090
 RP0090'DESCRIBED BY MN HIGHWAY DEPT 1968
 RP0090'1.0 MI N FROM BARNESVILLE.
 RP0090'MARK IS LOCATED ABOUT 1.0 MILE NORTH OF BARNESVILLE AND ABOUT 0.4 MILE
 RP0090'SOUTH OF THE INTERCHANGE OF T.H. 9 AND F.A.I. 94.  MARK IS A STANDARD
 RP0090'MINNESOTA HIGHWAY DEPARTMENT DISK, STAMPED 1409 AA 1968, SET IN A
 RP0090'PRE-CAST CONCRETE MONUMENT.  MARK IS 83 FEET WEST OF THE CENTERLINE OF
 RP0090'T.H. 9 (STA. 60+94), 50 FEET NORTH OF THE CENTERLINE OF COUNTY ROAD
 RP0090'NO. 55, 1.0 FOOT EAST OF A STEEL WITNESS POST AND PROJECTING 3 INCHES
 RP0090'ABOVE GROUND.  SE CORNER SECTION 13, T137N, R46W.
 RP0090
 RP0090                          STATION RECOVERY (2010)
 RP0090
 RP0090'RECOVERY NOTE BY MN DEPT OF TRANSP 2010 (BA)
 RP0090'RECOVERED AS DESCRIBED.
 RP0090
 RP0090                          STATION RECOVERY (2014)
 RP0090
 RP0090'RECOVERY NOTE BY MN DEPT OF TRANSP 2014 (KMS)
 RP0090'1.0 MI (1.6 KM) NORTH OF BARNESVILLE, 0.4 MI (0.6 KM) SOUTH ALONG
 RP0090'TRUNK HIGHWAY 9  FROM THE JUNCTION OF TRUNK HIGHWAY 9 AND INTERSTATE
 RP0090'HIGHWAY 94, AT TRUNK HIGHWAY 9 MILE POINT 148.5, AT TRUNK HIGHWAY 9
 RP0090'STATION 60+94, 83 FT (25.3 M) WEST OF TRUNK HIGHWAY 9, 50 FT (15.2 M)
 RP0090'NORTH OF COUNTY ROAD 55/ 150TH AVENUE SOUTH, 1.0 FT (0.3 M) EAST OF A
 RP0090'WITNESS POST.
 RP0090
 RP0090                          STATION RECOVERY (2022)
 RP0090
 RP0090'RECOVERY NOTE BY MN DEPT OF TRANSP 2022 (KMS)
 RP0090'MARK RECOVERED IN POOR CONDITION.
 RP0090
 RP0090                          STATION RECOVERY (2023)
 RP0090
 RP0090'RECOVERY NOTE BY MN DEPT OF TRANSP 2023 (KMS)
 RP0090'THE SURVEY MARK WAS RECOVERED AS DESCRIBED.  THE CONCRETE IS CHIPPED
 RP0090'AND THE DISK IS BENT.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DQ1957 ***********************************************************************
 DQ1957  DESIGNATION -  1409 BB
 DQ1957  PID         -  DQ1957
 DQ1957  STATE/COUNTY-  MN/CLAY
 DQ1957  COUNTRY     -  US
 DQ1957  USGS QUAD   -  BARNESVILLE (2019)
 DQ1957
 DQ1957                         *CURRENT SURVEY CONTROL
 DQ1957  ______________________________________________________________________
 DQ1957* NAD 83(1986) POSITION- 46 41 19.07   (N) 096 25 17.51   (W)   HD_HELD1
 DQ1957* NAVD 88 ORTHO HEIGHT -   308.296 (meters)     1011.47  (feet) ADJUSTED
 DQ1957  ______________________________________________________________________
 DQ1957  GEOID HEIGHT    -        -26.543 (meters)                     GEOID18
 DQ1957  DYNAMIC HEIGHT  -        308.322 (meters)     1011.55  (feet) COMP
 DQ1957  MODELED GRAVITY -    980,689.2   (mgal)                       NAVD 88
 DQ1957
 DQ1957  VERT ORDER      -  SECOND    CLASS I
 DQ1957
 DQ1957.The horizontal coordinates were determined by differentially corrected
 DQ1957.hand held GPS observations or other comparable positioning techniques
 DQ1957.and have an estimated accuracy of +/- 3 meters.
 DQ1957
 DQ1957.The orthometric height was determined by differential leveling and
 DQ1957.adjusted by the NATIONAL GEODETIC SURVEY
 DQ1957.in August 2019.
 DQ1957
 DQ1957.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ1957.GEOID18 height accuracy estimate available here.
 DQ1957
 DQ1957.Click photographs - Photos may exist for this station.
 DQ1957
 DQ1957.The dynamic height is computed by dividing the NAVD 88
 DQ1957.geopotential number by the normal gravity value computed on the
 DQ1957.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ1957.degrees latitude (g = 980.6199 gals.).
 DQ1957
 DQ1957.The modeled gravity was interpolated from observed gravity values.
 DQ1957
 DQ1957;                    North         East    Units  Estimated Accuracy
 DQ1957;SPC MN C     -   289,964.2     633,915.7     MT  (+/- 3 meters HH1 GPS) 
 DQ1957
 DQ1957_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPS9716173792(NAD 83)
 DQ1957
 DQ1957                          SUPERSEDED SURVEY CONTROL
 DQ1957
 DQ1957.No superseded survey control is available for this station.
 DQ1957
 DQ1957_MARKER: DB = BENCH MARK DISK
 DQ1957_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 DQ1957_STAMPING: 1409 BB 1959
 DQ1957_MARK LOGO: MNHD
 DQ1957_PROJECTION: RECESSED 8 CENTIMETERS
 DQ1957_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DQ1957_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DQ1957_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DQ1957+SATELLITE: SATELLITE OBSERVATIONS - October 18, 2023
 DQ1957
 DQ1957  HISTORY     - Date     Condition        Report By
 DQ1957  HISTORY     - 19590401 MONUMENTED       MNHD
 DQ1957  HISTORY     - 20140527 GOOD             MNDT
 DQ1957  HISTORY     - 20231018 GOOD             MNDT
 DQ1957
 DQ1957                          STATION DESCRIPTION
 DQ1957
 DQ1957'DESCRIBED BY MN DEPT OF TRANSP 2014 (KMS)
 DQ1957'THE STATION IS LOCATED ABOUT 6.4 MI (10.3 KM) EAST-SOUTHEAST OF BAKER,
 DQ1957'5.5 MI (8.8 KM) SOUTHEAST OF DOWNER AND 2.5 MI (4.0 KM) NORTH OF
 DQ1957'BARNESVILLE.
 DQ1957'
 DQ1957'TO REACH THE MARK GO 2.0 MI (3.2 KM) NORTH ALONG TRUNK HIGHWAY 9  FROM
 DQ1957'THE JUNCTION OF TRUNK HIGHWAY 9 AND TRUNK HIGHWAY 34 IN BARNESVILLE,
 DQ1957'63.0 FT (19.2 M) WEST OF TRUNK HIGHWAY 9.
 DQ1957'
 DQ1957'THE MARK IS LOCATED 50.5 FT (15.4 M) NORTH OF 140TH AVENUE SOUTH, AT
 DQ1957'TRUNK HIGHWAY 9 MILE POINT 149.55, SET YEAR UNSTAMPED.
 DQ1957
 DQ1957                          STATION RECOVERY (2023)
 DQ1957
 DQ1957'RECOVERY NOTE BY MN DEPT OF TRANSP 2023 (KMS)
 DQ1957'2.5 MI (4.0 KM) NORTH OF BARNESVILLE, 2.0 MI (3.2 KM) NORTH ALONG
 DQ1957'TRUNK HIGHWAY 9 FROM THE JUNCTION OF TRUNK HIGHWAY 9 AND TRUNK HIGHWAY
 DQ1957'34 IN BARNESVILLE, 63.0 FT (19.2 M) WEST OF TRUNK HIGHWAY 9, 50.5 FT
 DQ1957'(15.4 M) NORTH OF 140TH AVENUE SOUTH, AT TRUNK HIGHWAY 9 MILE POINT
 DQ1957'149.55.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DI0842 ***********************************************************************
 DI0842  DESIGNATION -  1409 E
 DI0842  PID         -  DI0842
 DI0842  STATE/COUNTY-  MN/CLAY
 DI0842  COUNTRY     -  US
 DI0842  USGS QUAD   -  GLYNDON SOUTH (2019)
 DI0842
 DI0842                         *CURRENT SURVEY CONTROL
 DI0842  ______________________________________________________________________
 DI0842* NAD 83(1986) POSITION- 46 48 15.82   (N) 096 30 19.49   (W)   HD_HELD1
 DI0842* NAVD 88 ORTHO HEIGHT -   289.245 (meters)      948.96  (feet) ADJUSTED
 DI0842  ______________________________________________________________________
 DI0842  GEOID HEIGHT    -        -26.707 (meters)                     GEOID18
 DI0842  DYNAMIC HEIGHT  -        289.265 (meters)      949.03  (feet) COMP
 DI0842  MODELED GRAVITY -    980,672.7   (mgal)                       NAVD 88
 DI0842
 DI0842  VERT ORDER      -  SECOND    CLASS I
 DI0842
 DI0842.The horizontal coordinates were determined by differentially corrected
 DI0842.hand held GPS observations or other comparable positioning techniques
 DI0842.and have an estimated accuracy of +/- 3 meters.
 DI0842
 DI0842.The orthometric height was determined by differential leveling and
 DI0842.adjusted by the NATIONAL GEODETIC SURVEY
 DI0842.in August 2019.
 DI0842
 DI0842.Significant digits in the geoid height do not necessarily reflect accuracy.
 DI0842.GEOID18 height accuracy estimate available here.
 DI0842
 DI0842.Click photographs - Photos may exist for this station.
 DI0842
 DI0842.The dynamic height is computed by dividing the NAVD 88
 DI0842.geopotential number by the normal gravity value computed on the
 DI0842.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DI0842.degrees latitude (g = 980.6199 gals.).
 DI0842
 DI0842.The modeled gravity was interpolated from observed gravity values.
 DI0842
 DI0842;                    North         East    Units  Estimated Accuracy
 DI0842;SPC MN C     -   303,006.6     627,868.1     MT  (+/- 3 meters HH1 GPS) 
 DI0842
 DI0842_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPS9033986449(NAD 83)
 DI0842
 DI0842                          SUPERSEDED SURVEY CONTROL
 DI0842
 DI0842  NAVD 88 (09/21/06)  289.297  (m)          949.14   (f) SUPERSEDED  2 1
 DI0842
 DI0842.Superseded values are not recommended for survey control.
 DI0842
 DI0842.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DI0842.See file dsdata.pdf to determine how the superseded data were derived.
 DI0842
 DI0842_MARKER: DB = BENCH MARK DISK
 DI0842_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 DI0842_STAMPING: 1409 E 1955
 DI0842_MARK LOGO: MNHD
 DI0842_PROJECTION: RECESSED 8 CENTIMETERS
 DI0842_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DI0842_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DI0842_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DI0842+SATELLITE: SATELLITE OBSERVATIONS - May 27, 2014
 DI0842
 DI0842  HISTORY     - Date     Condition        Report By
 DI0842  HISTORY     - 1955     MONUMENTED       MNHD
 DI0842  HISTORY     - 20050426 GOOD             MNDT
 DI0842  HISTORY     - 20140527 GOOD             MNDT
 DI0842
 DI0842                          STATION DESCRIPTION
 DI0842
 DI0842'DESCRIBED BY MN DEPT OF TRANSP 2005 (MPP)
 DI0842'THE MARK WAS RECOVERED IN GOOD CONDITION. THE MARK IS LOCATED 3.8
 DI0842'MILES NORTH OF DOWNER, 3.8 MILES NORTH OF JUNCTION OF TRUNK HIGHWAY 9
 DI0842'AND COUNTY ROAD 10, AT TRUNK HIGHWAY 9 MILEPOINT 158.8, 75 FEET WEST
 DI0842'OF TRUNK HIGHWAY 9, 103 FEET SOUTH OF COUNTY ROAD 72 (60TH AVENUE
 DI0842'SOUTH), 0.4 FEET EAST OF WITNESS POST.
 DI0842
 DI0842                          STATION RECOVERY (2014)
 DI0842
 DI0842'RECOVERY NOTE BY MN DEPT OF TRANSP 2014 (KMS)
 DI0842'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DP4933 ***********************************************************************
 DP4933  DESIGNATION -  1409 FF
 DP4933  PID         -  DP4933
 DP4933  STATE/COUNTY-  MN/CLAY
 DP4933  COUNTRY     -  US
 DP4933  USGS QUAD   -  BARNESVILLE (2019)
 DP4933
 DP4933                         *CURRENT SURVEY CONTROL
 DP4933  ______________________________________________________________________
 DP4933* NAD 83(2011) POSITION- 46 43 56.87971(N) 096 28 10.98665(W)   ADJUSTED
 DP4933* NAD 83(2011) ELLIP HT-   268.793 (meters)        (09/12/10)   ADJUSTED
 DP4933* NAD 83(2011) EPOCH   -  2010.00
 DP4933* NAVD 88 ORTHO HEIGHT -   295.354 (meters)      969.01  (feet) ADJUSTED
 DP4933  ______________________________________________________________________
 DP4933  GEOID HEIGHT    -        -26.611 (meters)                     GEOID18
 DP4933  NAD 83(2011) X  -   -493,482.215 (meters)                     COMP
 DP4933  NAD 83(2011) Y  - -4,351,684.730 (meters)                     COMP
 DP4933  NAD 83(2011) Z  -  4,621,626.344 (meters)                     COMP
 DP4933  LAPLACE CORR    -         -0.50  (seconds)                    DEFLEC18
 DP4933  DYNAMIC HEIGHT  -        295.377 (meters)      969.08  (feet) COMP
 DP4933  MODELED GRAVITY -    980,682.4   (mgal)                       NAVD 88
 DP4933
 DP4933  VERT ORDER      -  SECOND    CLASS I
 DP4933
 DP4933  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DP4933  Standards:
 DP4933         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DP4933            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DP4933  -------------------------------------------------------------------
 DP4933  NETWORK    0.37   0.71           0.17   0.13   0.36     -0.03232826
 DP4933  -------------------------------------------------------------------
 DP4933  Click here for local accuracies and other accuracy information.
 DP4933
 DP4933.The horizontal coordinates were established by GPS observations
 DP4933.and adjusted by the MN DEPT OF TRANSP in September 2010.
 DP4933
 DP4933.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DP4933.been affixed to the stable North American tectonic plate. See 
 DP4933.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DP4933
 DP4933.The horizontal coordinates are valid at the epoch date displayed above
 DP4933.which is a decimal equivalence of Year/Month/Day.
 DP4933
 DP4933.The orthometric height was determined by differential leveling and
 DP4933.adjusted by the NATIONAL GEODETIC SURVEY
 DP4933.in August 2019.
 DP4933
 DP4933.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP4933.GEOID18 height accuracy estimate available here.
 DP4933
 DP4933.Click photographs - Photos may exist for this station.
 DP4933
 DP4933.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DP4933
 DP4933.The Laplace correction was computed from DEFLEC18 derived deflections.
 DP4933
 DP4933.The ellipsoidal height was determined by GPS observations
 DP4933.and is referenced to NAD 83.
 DP4933
 DP4933.The dynamic height is computed by dividing the NAVD 88
 DP4933.geopotential number by the normal gravity value computed on the
 DP4933.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP4933.degrees latitude (g = 980.6199 gals.).
 DP4933
 DP4933.The modeled gravity was interpolated from observed gravity values.
 DP4933
 DP4933. The following values were computed from the NAD 83(2011) position.
 DP4933
 DP4933;                    North         East     Units Scale Factor Converg.
 DP4933;SPC MN C     -   294,937.187   630,367.609   MT  0.99994607   -1 36 20.6
 DP4933;SPC MN C     -   967,639.75  2,068,131.06   sFT  0.99994607   -1 36 20.6
 DP4933;UTM  14      - 5,178,544.066   693,320.483   MT  1.00005938   +1 50 34.9
 DP4933
 DP4933!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DP4933!SPC MN C     -   0.99995787  x   0.99994607  =   0.99990394
 DP4933!UTM  14      -   0.99995787  x   1.00005938  =   1.00001724
 DP4933
 DP4933_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPS9332078544(NAD 83)
 DP4933
 DP4933                          SUPERSEDED SURVEY CONTROL
 DP4933
 DP4933  NAVD 88 (09/12/10)  295.4    (m)  GEOID12A model used  GPS OBS        
 DP4933
 DP4933.Superseded values are not recommended for survey control.
 DP4933
 DP4933.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DP4933.See file dsdata.pdf to determine how the superseded data were derived.
 DP4933
 DP4933_MARKER: DB = BENCH MARK DISK
 DP4933_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 DP4933_STAMPING: 1409 FF 1955
 DP4933_MARK LOGO: MNHD
 DP4933_PROJECTION: FLUSH
 DP4933_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DP4933_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DP4933_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP4933+SATELLITE: SATELLITE OBSERVATIONS - December 14, 2023
 DP4933
 DP4933  HISTORY     - Date     Condition        Report By
 DP4933  HISTORY     - 19550401 MONUMENTED       MNHD
 DP4933  HISTORY     - 20100630 GOOD             MNDT
 DP4933  HISTORY     - 20140527 GOOD             MNDT
 DP4933  HISTORY     - 20231214 GOOD             MNDT
 DP4933
 DP4933                          STATION DESCRIPTION
 DP4933
 DP4933'DESCRIBED BY MN DEPT OF TRANSP 2010 (KMS)
 DP4933'1.6 MILES SOUTHEAST OF DOWNER, 1.6 MILES SOUTHEAST ALONG TRUNK HIGHWAY
 DP4933'9 FROM ITS JUNCTION WITH COUNTY ROAD 10, AT TRUNK HIGHWAY 9 MILEPOINT
 DP4933'153.35, 69.9 FEET NORTHEAST OF TRUNK HIGHWAY 9, 61.3 FEET NORTH OF
 DP4933'110TH AVENUE SOUTH, 28.0 FEET SOUTH OF POWER POLE WITH GUY WIRE, 1.3
 DP4933'FEET WEST OF WITNESS POST.
 DP4933
 DP4933                          STATION RECOVERY (2014)
 DP4933
 DP4933'RECOVERY NOTE BY MN DEPT OF TRANSP 2014 (KMS)
 DP4933'RECOVERED AS DESCRIBED.
 DP4933
 DP4933                          STATION RECOVERY (2023)
 DP4933
 DP4933'RECOVERY NOTE BY MN DEPT OF TRANSP 2023 (AJH)
 DP4933'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DP4934 ***********************************************************************
 DP4934  DESIGNATION -  1409 G
 DP4934  PID         -  DP4934
 DP4934  STATE/COUNTY-  MN/CLAY
 DP4934  COUNTRY     -  US
 DP4934  USGS QUAD   -  DOWNER (2019)
 DP4934
 DP4934                         *CURRENT SURVEY CONTROL
 DP4934  ______________________________________________________________________
 DP4934* NAD 83(2011) POSITION- 46 45 12.94286(N) 096 29 02.60156(W)   ADJUSTED
 DP4934* NAD 83(2011) ELLIP HT-   268.766 (meters)        (09/12/10)   ADJUSTED
 DP4934* NAD 83(2011) EPOCH   -  2010.00
 DP4934* NAVD 88 ORTHO HEIGHT -   295.364 (meters)      969.04  (feet) ADJUSTED
 DP4934  ______________________________________________________________________
 DP4934  GEOID HEIGHT    -        -26.651 (meters)                     GEOID18
 DP4934  NAD 83(2011) X  -   -494,377.967 (meters)                     COMP
 DP4934  NAD 83(2011) Y  - -4,349,861.368 (meters)                     COMP
 DP4934  NAD 83(2011) Z  -  4,623,235.948 (meters)                     COMP
 DP4934  LAPLACE CORR    -         -0.49  (seconds)                    DEFLEC18
 DP4934  DYNAMIC HEIGHT  -        295.386 (meters)      969.11  (feet) COMP
 DP4934  MODELED GRAVITY -    980,677.6   (mgal)                       NAVD 88
 DP4934
 DP4934  VERT ORDER      -  SECOND    CLASS I
 DP4934
 DP4934  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DP4934  Standards:
 DP4934         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DP4934            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DP4934  -------------------------------------------------------------------
 DP4934  NETWORK    0.35   0.61           0.16   0.12   0.31     -0.02112264
 DP4934  -------------------------------------------------------------------
 DP4934  Click here for local accuracies and other accuracy information.
 DP4934
 DP4934.The horizontal coordinates were established by GPS observations
 DP4934.and adjusted by the MN DEPT OF TRANSP in September 2010.
 DP4934
 DP4934.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DP4934.been affixed to the stable North American tectonic plate. See 
 DP4934.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DP4934
 DP4934.The horizontal coordinates are valid at the epoch date displayed above
 DP4934.which is a decimal equivalence of Year/Month/Day.
 DP4934
 DP4934.The orthometric height was determined by differential leveling and
 DP4934.adjusted by the NATIONAL GEODETIC SURVEY
 DP4934.in August 2019.
 DP4934
 DP4934.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP4934.GEOID18 height accuracy estimate available here.
 DP4934
 DP4934.Click photographs - Photos may exist for this station.
 DP4934
 DP4934.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DP4934
 DP4934.The Laplace correction was computed from DEFLEC18 derived deflections.
 DP4934
 DP4934.The ellipsoidal height was determined by GPS observations
 DP4934.and is referenced to NAD 83.
 DP4934
 DP4934.The dynamic height is computed by dividing the NAVD 88
 DP4934.geopotential number by the normal gravity value computed on the
 DP4934.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP4934.degrees latitude (g = 980.6199 gals.).
 DP4934
 DP4934.The modeled gravity was interpolated from observed gravity values.
 DP4934
 DP4934. The following values were computed from the NAD 83(2011) position.
 DP4934
 DP4934;                    North         East     Units Scale Factor Converg.
 DP4934;SPC MN C     -   297,315.719   629,338.457   MT  0.99994870   -1 36 57.9
 DP4934;SPC MN C     -   975,443.32  2,064,754.59   sFT  0.99994870   -1 36 57.9
 DP4934;UTM  14      - 5,180,856.628   692,149.974   MT  1.00005383   +1 49 59.5
 DP4934
 DP4934!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DP4934!SPC MN C     -   0.99995787  x   0.99994870  =   0.99990657
 DP4934!UTM  14      -   0.99995787  x   1.00005383  =   1.00001170
 DP4934
 DP4934_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPS9214980856(NAD 83)
 DP4934
 DP4934                          SUPERSEDED SURVEY CONTROL
 DP4934
 DP4934  NAVD 88 (09/12/10)  295.4    (m)  GEOID12A model used  GPS OBS        
 DP4934
 DP4934.Superseded values are not recommended for survey control.
 DP4934
 DP4934.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DP4934.See file dsdata.pdf to determine how the superseded data were derived.
 DP4934
 DP4934_MARKER: DB = BENCH MARK DISK
 DP4934_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 DP4934_STAMPING: 1409 G 19
 DP4934_MARK LOGO: MNHD
 DP4934_PROJECTION: RECESSED 8 CENTIMETERS
 DP4934_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DP4934_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DP4934_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP4934+SATELLITE: SATELLITE OBSERVATIONS - July 23, 2024
 DP4934
 DP4934  HISTORY     - Date     Condition        Report By
 DP4934  HISTORY     - 19550401 MONUMENTED       MNHD
 DP4934  HISTORY     - 20100630 GOOD             MNDT
 DP4934  HISTORY     - 20140527 GOOD             MNDT
 DP4934  HISTORY     - 20231214 GOOD             MNDT
 DP4934  HISTORY     - 20240723 GOOD             MNDT
 DP4934
 DP4934                          STATION DESCRIPTION
 DP4934
 DP4934'DESCRIBED BY MN DEPT OF TRANSP 2010 (KMS)
 DP4934'IN DOWNER, 0.1 MILE EAST ALONG COUNTY HIGHWAY 10 (90TH AVENUE SOUTH)
 DP4934'FROM THE JUNCTION WITH 90TH AVENUE SOUTH AND 148TH STREET SOUTH IN
 DP4934'DOWER, THEN 236 FEET SOUTH-SOUTHEAST ALONG TRUNK HIGHWAY 9 SOUTH, 74
 DP4934'FEET NORTHEAST OF TRUNK HIGHWAY 9, AT TRUNK HIGHWAY 9 MILEPOINT 155,
 DP4934'AT TRUNK HIGHWAY 9 STATION 401+48, 24 FEET SOUTHEAST OF ENTRANCE TO
 DP4934'SHED, 188.0 FEET SOUTHEAST OF COUNTY ROAD 10, 41.0 FEET EAST OF
 DP4934'MILEPOST 155, 3.0 FEET NORTH OF WITNESS POST.
 DP4934
 DP4934                          STATION RECOVERY (2014)
 DP4934
 DP4934'RECOVERY NOTE BY MN DEPT OF TRANSP 2014 (KMS)
 DP4934'RECOVERED AS DESCRIBED.
 DP4934
 DP4934                          STATION RECOVERY (2023)
 DP4934
 DP4934'RECOVERY NOTE BY MN DEPT OF TRANSP 2023 (AJH)
 DP4934'RECOVERED AS DESCRIBED.
 DP4934
 DP4934                          STATION RECOVERY (2024)
 DP4934
 DP4934'RECOVERY NOTE BY MN DEPT OF TRANSP 2024 (ADW)
 DP4934'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DI0844 ***********************************************************************
 DI0844  DESIGNATION -  1409 H
 DI0844  PID         -  DI0844
 DI0844  STATE/COUNTY-  MN/CLAY
 DI0844  COUNTRY     -  US
 DI0844  USGS QUAD   -  DOWNER (2019)
 DI0844
 DI0844                         *CURRENT SURVEY CONTROL
 DI0844  ______________________________________________________________________
 DI0844* NAD 83(2011) POSITION- 46 46 07.08169(N) 096 29 42.33848(W)   ADJUSTED
 DI0844* NAD 83(2011) ELLIP HT-   268.331 (meters)        (09/09/24)   ADJUSTED
 DI0844* NAD 83(2011) EPOCH   -  2010.00
 DI0844* NAVD 88 ORTHO HEIGHT -   294.951 (meters)      967.69  (feet) ADJUSTED
 DI0844  ______________________________________________________________________
 DI0844  GEOID HEIGHT    -        -26.671 (meters)                     GEOID18
 DI0844  NAD 83(2011) X  -   -495,078.153 (meters)                     COMP
 DI0844  NAD 83(2011) Y  - -4,348,555.617 (meters)                     COMP
 DI0844  NAD 83(2011) Z  -  4,624,380.918 (meters)                     COMP
 DI0844  LAPLACE CORR    -         -0.52  (seconds)                    DEFLEC18
 DI0844  DYNAMIC HEIGHT  -        294.971 (meters)      967.75  (feet) COMP
 DI0844  MODELED GRAVITY -    980,675.2   (mgal)                       NAVD 88
 DI0844
 DI0844  VERT ORDER      -  SECOND    CLASS I
 DI0844
 DI0844  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DI0844  Standards:
 DI0844         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DI0844            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DI0844  -------------------------------------------------------------------
 DI0844  NETWORK    0.40   0.73           0.18   0.14   0.37     -0.05241743
 DI0844  -------------------------------------------------------------------
 DI0844  Click here for local accuracies and other accuracy information.
 DI0844
 DI0844.The horizontal coordinates were established by GPS observations
 DI0844.and adjusted by the MN DEPT OF TRANSP in September 2024.
 DI0844
 DI0844.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DI0844.been affixed to the stable North American tectonic plate. See 
 DI0844.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DI0844
 DI0844.The horizontal coordinates are valid at the epoch date displayed above
 DI0844.which is a decimal equivalence of Year/Month/Day.
 DI0844
 DI0844.The orthometric height was determined by differential leveling and
 DI0844.adjusted by the NATIONAL GEODETIC SURVEY
 DI0844.in August 2019.
 DI0844
 DI0844.Significant digits in the geoid height do not necessarily reflect accuracy.
 DI0844.GEOID18 height accuracy estimate available here.
 DI0844
 DI0844.Click photographs - Photos may exist for this station.
 DI0844
 DI0844.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DI0844
 DI0844.The Laplace correction was computed from DEFLEC18 derived deflections.
 DI0844
 DI0844.The ellipsoidal height was determined by GPS observations
 DI0844.and is referenced to NAD 83.
 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. The following values were computed from the NAD 83(2011) position.
 DI0844
 DI0844;                    North         East     Units Scale Factor Converg.
 DI0844;SPC MN C     -   299,010.585   628,542.855   MT  0.99995066   -1 37 26.7
 DI0844;SPC MN C     -   981,003.89  2,062,144.35   sFT  0.99995066   -1 37 26.7
 DI0844;UTM  14      - 5,182,500.722   691,253.744   MT  1.00004960   +1 49 32.2
 DI0844
 DI0844!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DI0844!SPC MN C     -   0.99995794  x   0.99995066  =   0.99990860
 DI0844!UTM  14      -   0.99995794  x   1.00004960  =   1.00000754
 DI0844
 DI0844_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPS9125382500(NAD 83)
 DI0844
 DI0844                          SUPERSEDED SURVEY CONTROL
 DI0844
 DI0844  NAVD 88 (09/21/06)  294.996  (m)          967.83   (f) SUPERSEDED  2 1
 DI0844
 DI0844.Superseded values are not recommended for survey control.
 DI0844
 DI0844.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DI0844.See file dsdata.pdf to determine how the superseded data were derived.
 DI0844
 DI0844_MARKER: DB = BENCH MARK DISK
 DI0844_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 DI0844_STAMPING: 1409 H 1959
 DI0844_MARK LOGO: MNHD
 DI0844_PROJECTION: FLUSH
 DI0844_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DI0844_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DI0844_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DI0844+SATELLITE: SATELLITE OBSERVATIONS - December 13, 2023
 DI0844
 DI0844  HISTORY     - Date     Condition        Report By
 DI0844  HISTORY     - 1959     MONUMENTED       MNHD
 DI0844  HISTORY     - 20050426 GOOD             MNDT
 DI0844  HISTORY     - 20140527 GOOD             MNDT
 DI0844  HISTORY     - 20231213 GOOD             MNDT
 DI0844
 DI0844                          STATION DESCRIPTION
 DI0844
 DI0844'DESCRIBED BY MN DEPT OF TRANSP 2005 (MPP)
 DI0844'THE MARK WAS RECOVERED IN GOOD CONDITION. THE MARK IS LOCATED 1.1
 DI0844'MILES NORTH ALONG TRUNK HIGHWAY 9 FROM JUNCTION OF TRUNK HIGHWAY 9 AND
 DI0844'COUNTY ROAD 10 IN DOWNER, AT TRUNK HIGHWAY 9 MILEPOINT 156.15, AT
 DI0844'TRUNK HIGHWAY 9 STATION 462+96, 73 FEET NORTHEAST OF TRUNK HIGHWAY 9,
 DI0844'4.6 FEET SOUTH-SOUTHEAST OF RIGHT OF WAY POST, 4.1FEET SOUTHWEST OF
 DI0844'FENCE CORNER, 1.0 FEET NORTHWEST OF WITNESS POST.
 DI0844
 DI0844                          STATION RECOVERY (2014)
 DI0844
 DI0844'RECOVERY NOTE BY MN DEPT OF TRANSP 2014 (KMS)
 DI0844'RECOVERED AS DESCRIBED.
 DI0844
 DI0844                          STATION RECOVERY (2023)
 DI0844
 DI0844'RECOVERY NOTE BY MN DEPT OF TRANSP 2023 (TJD)
 DI0844'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DI0843 ***********************************************************************
 DI0843  DESIGNATION -  1409 I
 DI0843  PID         -  DI0843
 DI0843  STATE/COUNTY-  MN/CLAY
 DI0843  COUNTRY     -  US
 DI0843  USGS QUAD   -  GLYNDON SOUTH (2019)
 DI0843
 DI0843                         *CURRENT SURVEY CONTROL
 DI0843  ______________________________________________________________________
 DI0843* NAD 83(2011) POSITION- 46 46 32.36771(N) 096 30 02.98561(W)   ADJUSTED
 DI0843* NAD 83(2011) ELLIP HT-   265.028 (meters)        (05/15/15)   ADJUSTED
 DI0843* NAD 83(2011) EPOCH   -  2010.00
 DI0843* NAVD 88 ORTHO HEIGHT -   291.652 (meters)      956.86  (feet) ADJUSTED
 DI0843  ______________________________________________________________________
 DI0843  GEOID HEIGHT    -        -26.679 (meters)                     GEOID18
 DI0843  NAD 83(2011) X  -   -495,448.769 (meters)                     COMP
 DI0843  NAD 83(2011) Y  - -4,347,938.491 (meters)                     COMP
 DI0843  NAD 83(2011) Z  -  4,624,913.319 (meters)                     COMP
 DI0843  LAPLACE CORR    -         -0.64  (seconds)                    DEFLEC18
 DI0843  DYNAMIC HEIGHT  -        291.671 (meters)      956.92  (feet) COMP
 DI0843  MODELED GRAVITY -    980,673.2   (mgal)                       NAVD 88
 DI0843
 DI0843  VERT ORDER      -  SECOND    CLASS I
 DI0843
 DI0843  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DI0843  Standards:
 DI0843         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DI0843            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DI0843  -------------------------------------------------------------------
 DI0843  NETWORK    0.35   0.63           0.16   0.12   0.32      0.06968401
 DI0843  -------------------------------------------------------------------
 DI0843  Click here for local accuracies and other accuracy information.
 DI0843
 DI0843.The horizontal coordinates were established by GPS observations
 DI0843.and adjusted by the MN DEPT OF TRANSP in May 2015.
 DI0843
 DI0843.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DI0843.been affixed to the stable North American tectonic plate. See 
 DI0843.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DI0843
 DI0843.The horizontal coordinates are valid at the epoch date displayed above
 DI0843.which is a decimal equivalence of Year/Month/Day.
 DI0843
 DI0843.The orthometric height was determined by differential leveling and
 DI0843.adjusted by the NATIONAL GEODETIC SURVEY
 DI0843.in August 2019.
 DI0843
 DI0843.Significant digits in the geoid height do not necessarily reflect accuracy.
 DI0843.GEOID18 height accuracy estimate available here.
 DI0843
 DI0843.Click photographs - Photos may exist for this station.
 DI0843
 DI0843.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DI0843
 DI0843.The Laplace correction was computed from DEFLEC18 derived deflections.
 DI0843
 DI0843.The ellipsoidal height was determined by GPS observations
 DI0843.and is referenced to NAD 83.
 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. The following values were computed from the NAD 83(2011) position.
 DI0843
 DI0843;                    North         East     Units Scale Factor Converg.
 DI0843;SPC MN C     -   299,803.484   628,127.154   MT  0.99995159   -1 37 41.6
 DI0843;SPC MN C     -   983,605.26  2,060,780.50   sFT  0.99995159   -1 37 41.6
 DI0843;UTM  14      - 5,183,267.244   690,791.040   MT  1.00004743   +1 49 17.9
 DI0843
 DI0843!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DI0843!SPC MN C     -   0.99995846  x   0.99995159  =   0.99991005
 DI0843!UTM  14      -   0.99995846  x   1.00004743  =   1.00000589
 DI0843
 DI0843_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPS9079183267(NAD 83)
 DI0843
 DI0843                          SUPERSEDED SURVEY CONTROL
 DI0843
 DI0843  NAVD 88 (09/21/06)  291.697  (m)          957.01   (f) SUPERSEDED  2 1
 DI0843
 DI0843.Superseded values are not recommended for survey control.
 DI0843
 DI0843.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DI0843.See file dsdata.pdf to determine how the superseded data were derived.
 DI0843
 DI0843_MARKER: DB = BENCH MARK DISK
 DI0843_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 DI0843_STAMPING: 1409 I 1959
 DI0843_MARK LOGO: MNHD
 DI0843_PROJECTION: RECESSED 25 CENTIMETERS
 DI0843_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DI0843_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DI0843_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DI0843+SATELLITE: SATELLITE OBSERVATIONS - December 13, 2023
 DI0843
 DI0843  HISTORY     - Date     Condition        Report By
 DI0843  HISTORY     - 19590401 MONUMENTED       MNHD
 DI0843  HISTORY     - 20050426 GOOD             MNDT
 DI0843  HISTORY     - 20140527 GOOD             MNDT
 DI0843  HISTORY     - 20150129 GOOD             MNDT
 DI0843  HISTORY     - 20231213 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.
 DI0843
 DI0843                          STATION RECOVERY (2014)
 DI0843
 DI0843'RECOVERY NOTE BY MN DEPT OF TRANSP 2014 (KMS)
 DI0843'RECOVERED AS DESCRIBED.
 DI0843
 DI0843                          STATION RECOVERY (2015)
 DI0843
 DI0843'RECOVERY NOTE BY MN DEPT OF TRANSP 2015 (KXS)
 DI0843'1.6 MILES NORTH-NORTHWEST OF DOWNER, 1.65 MILES NORTHWEST OF JUNCTION
 DI0843'OF TRUNK HIGHWAY 9 AND COUNTY ROAD 10 IN DOWNER, AT TRUNK HIGHWAY 9
 DI0843'STATION 492+19, AT TRUNK HIGHWAY 9 MILEPOINT 156.7, 110 FEET SOUTHWEST
 DI0843'OF TRUNK HIGHWAY 9, 22.2 FEET SOUTHEAST OF 80TH AVENUE SOUTH, 20 FEET
 DI0843'NORTHEAST OF OLD RAILROAD GRADE, 4.3 FEET SOUTHWEST OF WITNESS POST.
 DI0843
 DI0843                          STATION RECOVERY (2023)
 DI0843
 DI0843'RECOVERY NOTE BY MN DEPT OF TRANSP 2023 (TJD)
 DI0843'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DI0847 ***********************************************************************
 DI0847  DESIGNATION -  1409 J
 DI0847  PID         -  DI0847
 DI0847  STATE/COUNTY-  MN/CLAY
 DI0847  COUNTRY     -  US
 DI0847  USGS QUAD   -  GLYNDON SOUTH (2019)
 DI0847
 DI0847                         *CURRENT SURVEY CONTROL
 DI0847  ______________________________________________________________________
 DI0847* NAD 83(2011) POSITION- 46 47 24.42010(N) 096 30 19.55367(W)   ADJUSTED
 DI0847* NAD 83(2011) ELLIP HT-   263.062 (meters)        (09/09/24)   ADJUSTED
 DI0847* NAD 83(2011) EPOCH   -  2010.00
 DI0847* NAVD 88 ORTHO HEIGHT -   289.691 (meters)      950.43  (feet) ADJUSTED
 DI0847  ______________________________________________________________________
 DI0847  GEOID HEIGHT    -        -26.694 (meters)                     GEOID18
 DI0847  NAD 83(2011) X  -   -495,665.139 (meters)                     COMP
 DI0847  NAD 83(2011) Y  - -4,346,733.452 (meters)                     COMP
 DI0847  NAD 83(2011) Z  -  4,626,012.594 (meters)                     COMP
 DI0847  LAPLACE CORR    -         -0.85  (seconds)                    DEFLEC18
 DI0847  DYNAMIC HEIGHT  -        289.711 (meters)      950.49  (feet) COMP
 DI0847  MODELED GRAVITY -    980,672.7   (mgal)                       NAVD 88
 DI0847
 DI0847  VERT ORDER      -  SECOND    CLASS I
 DI0847
 DI0847  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DI0847  Standards:
 DI0847         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DI0847            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DI0847  -------------------------------------------------------------------
 DI0847  NETWORK    0.39   0.73           0.18   0.13   0.37      0.01614493
 DI0847  -------------------------------------------------------------------
 DI0847  Click here for local accuracies and other accuracy information.
 DI0847
 DI0847.The horizontal coordinates were established by GPS observations
 DI0847.and adjusted by the MN DEPT OF TRANSP in September 2024.
 DI0847
 DI0847.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DI0847.been affixed to the stable North American tectonic plate. See 
 DI0847.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DI0847
 DI0847.The horizontal coordinates are valid at the epoch date displayed above
 DI0847.which is a decimal equivalence of Year/Month/Day.
 DI0847
 DI0847.The orthometric height was determined by differential leveling and
 DI0847.adjusted by the NATIONAL GEODETIC SURVEY
 DI0847.in August 2019.
 DI0847
 DI0847.Significant digits in the geoid height do not necessarily reflect accuracy.
 DI0847.GEOID18 height accuracy estimate available here.
 DI0847
 DI0847.Click photographs - Photos may exist for this station.
 DI0847
 DI0847.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DI0847
 DI0847.The Laplace correction was computed from DEFLEC18 derived deflections.
 DI0847
 DI0847.The ellipsoidal height was determined by GPS observations
 DI0847.and is referenced to NAD 83.
 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. The following values were computed from the NAD 83(2011) position.
 DI0847
 DI0847;                    North         East     Units Scale Factor Converg.
 DI0847;SPC MN C     -   301,420.111   627,821.586   MT  0.99995357   -1 37 53.6
 DI0847;SPC MN C     -   988,909.15  2,059,777.99   sFT  0.99995357   -1 37 53.6
 DI0847;UTM  14      - 5,184,862.702   690,388.701   MT  1.00004554   +1 49 07.4
 DI0847
 DI0847!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DI0847!SPC MN C     -   0.99995877  x   0.99995357  =   0.99991234
 DI0847!UTM  14      -   0.99995877  x   1.00004554  =   1.00000430
 DI0847
 DI0847_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPS9038884862(NAD 83)
 DI0847
 DI0847                          SUPERSEDED SURVEY CONTROL
 DI0847
 DI0847  NAVD 88 (09/21/06)  289.739  (m)          950.59   (f) SUPERSEDED  2 1
 DI0847
 DI0847.Superseded values are not recommended for survey control.
 DI0847
 DI0847.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DI0847.See file dsdata.pdf to determine how the superseded data were derived.
 DI0847
 DI0847_MARKER: DD = SURVEY DISK
 DI0847_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DI0847_STAMPING: 1409 J 2005
 DI0847_MARK LOGO: MNDT
 DI0847_PROJECTION: FLUSH
 DI0847_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DI0847_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DI0847_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DI0847+SATELLITE: SATELLITE OBSERVATIONS - December 13, 2023
 DI0847_ROD/PIPE-DEPTH: 11.9 meters
 DI0847
 DI0847  HISTORY     - Date     Condition        Report By
 DI0847  HISTORY     - 20050426 MONUMENTED       MNDT
 DI0847  HISTORY     - 20140527 GOOD             MNDT
 DI0847  HISTORY     - 20231213 GOOD             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.
 DI0847
 DI0847                          STATION RECOVERY (2014)
 DI0847
 DI0847'RECOVERY NOTE BY MN DEPT OF TRANSP 2014 (KMS)
 DI0847'RECOVERED AS DESCRIBED.
 DI0847
 DI0847                          STATION RECOVERY (2023)
 DI0847
 DI0847'RECOVERY NOTE BY MN DEPT OF TRANSP 2023 (TJD)
 DI0847'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DQ1948 ***********************************************************************
 DQ1948  DESIGNATION -  1409 K RESET
 DQ1948  PID         -  DQ1948
 DQ1948  STATE/COUNTY-  MN/CLAY
 DQ1948  COUNTRY     -  US
 DQ1948  USGS QUAD   -  GLYNDON SOUTH (2019)
 DQ1948
 DQ1948                         *CURRENT SURVEY CONTROL
 DQ1948  ______________________________________________________________________
 DQ1948* NAD 83(2011) POSITION- 46 49 08.78812(N) 096 30 16.27472(W)   ADJUSTED
 DQ1948* NAD 83(2011) ELLIP HT-   261.170 (meters)        (09/09/24)   ADJUSTED
 DQ1948* NAD 83(2011) EPOCH   -  2010.00
 DQ1948* NAVD 88 ORTHO HEIGHT -   287.829 (meters)      944.32  (feet) ADJUSTED
 DQ1948  ______________________________________________________________________
 DQ1948  GEOID HEIGHT    -        -26.720 (meters)                     GEOID18
 DQ1948  NAD 83(2011) X  -   -495,329.723 (meters)                     COMP
 DQ1948  NAD 83(2011) Y  - -4,344,405.534 (meters)                     COMP
 DQ1948  NAD 83(2011) Z  -  4,628,217.313 (meters)                     COMP
 DQ1948  LAPLACE CORR    -         -1.09  (seconds)                    DEFLEC18
 DQ1948  DYNAMIC HEIGHT  -        287.848 (meters)      944.38  (feet) COMP
 DQ1948  MODELED GRAVITY -    980,673.3   (mgal)                       NAVD 88
 DQ1948
 DQ1948  VERT ORDER      -  SECOND    CLASS I
 DQ1948
 DQ1948  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DQ1948  Standards:
 DQ1948         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DQ1948            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DQ1948  -------------------------------------------------------------------
 DQ1948  NETWORK    0.47   0.82           0.22   0.15   0.42      0.02970864
 DQ1948  -------------------------------------------------------------------
 DQ1948  Click here for local accuracies and other accuracy information.
 DQ1948
 DQ1948.The horizontal coordinates were established by GPS observations
 DQ1948.and adjusted by the MN DEPT OF TRANSP in September 2024.
 DQ1948
 DQ1948.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DQ1948.been affixed to the stable North American tectonic plate. See 
 DQ1948.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DQ1948
 DQ1948.The horizontal coordinates are valid at the epoch date displayed above
 DQ1948.which is a decimal equivalence of Year/Month/Day.
 DQ1948
 DQ1948.The orthometric height was determined by differential leveling and
 DQ1948.adjusted by the NATIONAL GEODETIC SURVEY
 DQ1948.in August 2019.
 DQ1948
 DQ1948.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ1948.GEOID18 height accuracy estimate available here.
 DQ1948
 DQ1948.Click photographs - Photos may exist for this station.
 DQ1948
 DQ1948.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DQ1948
 DQ1948.The Laplace correction was computed from DEFLEC18 derived deflections.
 DQ1948
 DQ1948.The ellipsoidal height was determined by GPS observations
 DQ1948.and is referenced to NAD 83.
 DQ1948
 DQ1948.The dynamic height is computed by dividing the NAVD 88
 DQ1948.geopotential number by the normal gravity value computed on the
 DQ1948.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ1948.degrees latitude (g = 980.6199 gals.).
 DQ1948
 DQ1948.The modeled gravity was interpolated from observed gravity values.
 DQ1948
 DQ1948. The following values were computed from the NAD 83(2011) position.
 DQ1948
 DQ1948;                    North         East     Units Scale Factor Converg.
 DQ1948;SPC MN C     -   304,639.539   627,982.819   MT  0.99995772   -1 37 51.2
 DQ1948;SPC MN C     -   999,471.55  2,060,306.97   sFT  0.99995772   -1 37 51.2
 DQ1948;UTM  14      - 5,188,086.288   690,355.863   MT  1.00004539   +1 49 12.9
 DQ1948
 DQ1948!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DQ1948!SPC MN C     -   0.99995906  x   0.99995772  =   0.99991678
 DQ1948!UTM  14      -   0.99995906  x   1.00004539  =   1.00000445
 DQ1948
 DQ1948_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPS9035588086(NAD 83)
 DQ1948
 DQ1948                          SUPERSEDED SURVEY CONTROL
 DQ1948
 DQ1948.No superseded survey control is available for this station.
 DQ1948
 DQ1948_MARKER: I = METAL ROD
 DQ1948_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DQ1948_STAMPING: 1409 K RESET 2014
 DQ1948_MARK LOGO: MNDT
 DQ1948_PROJECTION: RECESSED 15 CENTIMETERS
 DQ1948_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DQ1948_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ1948_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ1948+SATELLITE: SATELLITE OBSERVATIONS - December 14, 2023
 DQ1948_ROD/PIPE-DEPTH: 13.7 meters
 DQ1948
 DQ1948  HISTORY     - Date     Condition        Report By
 DQ1948  HISTORY     - 20140528 MONUMENTED       MNDT
 DQ1948  HISTORY     - 20210712 GOOD             MNDT
 DQ1948  HISTORY     - 20231214 GOOD             MNDT
 DQ1948
 DQ1948                          STATION DESCRIPTION
 DQ1948
 DQ1948'DESCRIBED BY MN DEPT OF TRANSP 2014
 DQ1948'THE STATION IS LOCATED ABOUT 7.5 MI (12.1 KM) EAST-NORTHEAST OF SABIN,
 DQ1948'5.2 MI (8.4 KM) SOUTHEAST OF GLYNDON AND 4.6 MI (7.4 KM) NORTH OF
 DQ1948'DOWNER.
 DQ1948'
 DQ1948'TO REACH THE MARK GO 4.7 MI (7.6 KM) NORTH ALONG TRUNK HIGHWAY 9 FROM
 DQ1948'THE JUNCTION OF TRUNK HIGHWAY 9 AND COUNTY ROAD 10 IN DOWNER, AT TRUNK
 DQ1948'HIGHWAY 9 MILE POINT 159.75.
 DQ1948'
 DQ1948'THE MARK IS LOCATED 57.8 FT (17.6 M) SOUTH OF 50TH AVENUE SOUTH, 17.7
 DQ1948'FT (5.4 M) EAST OF A FIELD ENTRANCE, 1.7 FT (0.5 M) WEST OF A WITNESS
 DQ1948'POST.
 DQ1948'
 DQ1948'NOTE - THE STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM
 DQ1948'ROD DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION REMOVABLE
 DQ1948'DISK SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH
 DQ1948'PVC PIPE BACK FILLED WITH WASHED SAND.
 DQ1948
 DQ1948                          STATION RECOVERY (2021)
 DQ1948
 DQ1948'RECOVERY NOTE BY MN DEPT OF TRANSP 2021 (DAS)
 DQ1948'RECOVERED IN GOOD CONDITION.
 DQ1948
 DQ1948                          STATION RECOVERY (2023)
 DQ1948
 DQ1948'RECOVERY NOTE BY MN DEPT OF TRANSP 2023 (TJD)
 DQ1948'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DQ1946 ***********************************************************************
 DQ1946  DESIGNATION -  1409 L RESET
 DQ1946  PID         -  DQ1946
 DQ1946  STATE/COUNTY-  MN/CLAY
 DQ1946  COUNTRY     -  US
 DQ1946  USGS QUAD   -  GLYNDON SOUTH (2019)
 DQ1946
 DQ1946                         *CURRENT SURVEY CONTROL
 DQ1946  ______________________________________________________________________
 DQ1946* NAD 83(2011) POSITION- 46 50 54.51997(N) 096 30 17.61950(W)   ADJUSTED
 DQ1946* NAD 83(2011) ELLIP HT-   260.253 (meters)        (02/07/24)   ADJUSTED
 DQ1946* NAD 83(2011) EPOCH   -  2010.00
 DQ1946* NAVD 88 ORTHO HEIGHT -   286.923 (meters)      941.35  (feet) ADJUSTED
 DQ1946  ______________________________________________________________________
 DQ1946  GEOID HEIGHT    -        -26.731 (meters)                     GEOID18
 DQ1946  NAD 83(2011) X  -   -495,088.181 (meters)                     COMP
 DQ1946  NAD 83(2011) Y  - -4,342,035.524 (meters)                     COMP
 DQ1946  NAD 83(2011) Z  -  4,630,450.369 (meters)                     COMP
 DQ1946  LAPLACE CORR    -         -1.43  (seconds)                    DEFLEC18
 DQ1946  DYNAMIC HEIGHT  -        286.943 (meters)      941.41  (feet) COMP
 DQ1946  MODELED GRAVITY -    980,676.1   (mgal)                       NAVD 88
 DQ1946
 DQ1946  VERT ORDER      -  SECOND    CLASS I
 DQ1946
 DQ1946  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DQ1946  Standards:
 DQ1946         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DQ1946            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DQ1946  -------------------------------------------------------------------
 DQ1946  NETWORK    0.61   1.39           0.28   0.21   0.71     -0.11913137
 DQ1946  -------------------------------------------------------------------
 DQ1946  Click here for local accuracies and other accuracy information.
 DQ1946
 DQ1946.The horizontal coordinates were established by GPS observations
 DQ1946.and adjusted by the MN DEPT OF TRANSP in February 2024.
 DQ1946
 DQ1946.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DQ1946.been affixed to the stable North American tectonic plate. See 
 DQ1946.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DQ1946
 DQ1946.The horizontal coordinates are valid at the epoch date displayed above
 DQ1946.which is a decimal equivalence of Year/Month/Day.
 DQ1946
 DQ1946.The orthometric height was determined by differential leveling and
 DQ1946.adjusted by the NATIONAL GEODETIC SURVEY
 DQ1946.in August 2019.
 DQ1946
 DQ1946.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ1946.GEOID18 height accuracy estimate available here.
 DQ1946
 DQ1946.Click photographs - Photos may exist for this station.
 DQ1946
 DQ1946.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DQ1946
 DQ1946.The Laplace correction was computed from DEFLEC18 derived deflections.
 DQ1946
 DQ1946.The ellipsoidal height was determined by GPS observations
 DQ1946.and is referenced to NAD 83.
 DQ1946
 DQ1946.The dynamic height is computed by dividing the NAVD 88
 DQ1946.geopotential number by the normal gravity value computed on the
 DQ1946.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ1946.degrees latitude (g = 980.6199 gals.).
 DQ1946
 DQ1946.The modeled gravity was interpolated from observed gravity values.
 DQ1946
 DQ1946. The following values were computed from the NAD 83(2011) position.
 DQ1946
 DQ1946;                    North         East     Units Scale Factor Converg.
 DQ1946;SPC MN C     -   307,903.884   628,047.260   MT  0.99996219   -1 37 52.2
 DQ1946;SPC MN C     - 1,010,181.33  2,060,518.39   sFT  0.99996219   -1 37 52.2
 DQ1946;UTM  14      - 5,191,348.869   690,223.647   MT  1.00004477   +1 49 15.0
 DQ1946
 DQ1946!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DQ1946!SPC MN C     -   0.99995921  x   0.99996219  =   0.99992140
 DQ1946!UTM  14      -   0.99995921  x   1.00004477  =   1.00000397
 DQ1946
 DQ1946_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPS9022391348(NAD 83)
 DQ1946
 DQ1946                          SUPERSEDED SURVEY CONTROL
 DQ1946
 DQ1946.No superseded survey control is available for this station.
 DQ1946
 DQ1946_MARKER: I = METAL ROD
 DQ1946_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DQ1946_STAMPING: 1409 L RESET 2014
 DQ1946_MARK LOGO: MNDT
 DQ1946_PROJECTION: RECESSED 25 CENTIMETERS
 DQ1946_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DQ1946_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ1946_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ1946+SATELLITE: SATELLITE OBSERVATIONS - June 13, 2023
 DQ1946_ROD/PIPE-DEPTH: 15.2 meters
 DQ1946
 DQ1946  HISTORY     - Date     Condition        Report By
 DQ1946  HISTORY     - 20140528 MONUMENTED       MNDT
 DQ1946  HISTORY     - 20230613 GOOD             MNDT
 DQ1946
 DQ1946                          STATION DESCRIPTION
 DQ1946
 DQ1946'DESCRIBED BY MN DEPT OF TRANSP 2014
 DQ1946'THE STATION IS LOCATED ABOUT 8.5 MI (13.7 KM) NORTHEAST OF SABIN, 6.6
 DQ1946'MI (10.6 KM) NORTH OF DOWNER AND 4.0 MI (6.4 KM) EAST-SOUTHEAST OF
 DQ1946'GLYNDON.
 DQ1946'
 DQ1946'TO REACH THE MARK GO 6.7 MI (10.8 KM) NORTH ALONG TRUNK HIGHWAY 9 FROM
 DQ1946'THE JUNCTION OF TRUNK HIGHWAY 9 AND COUNTY ROAD 10 IN DOWNER, AT TRUNK
 DQ1946'HIGHWAY 9 MILE POINT 161.75.
 DQ1946'
 DQ1946'THE MARK IS LOCATED 72.1 FT (22.0 M) EAST OF TRUNK HIGHWAY 9, 52.3 FT
 DQ1946'(15.9 M) NORTH OF 28TH AVENUE SOUTH, 1.5 FT (0.5 M) WEST OF A WITNESS
 DQ1946'POST.
 DQ1946'
 DQ1946'NOTE - THE STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM
 DQ1946'ROD DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION REMOVABLE
 DQ1946'DISK SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH
 DQ1946'PVC PIPE BACK FILLED WITH WASHED SAND.
 DQ1946
 DQ1946                          STATION RECOVERY (2023)
 DQ1946
 DQ1946'RECOVERY NOTE BY MN DEPT OF TRANSP 2023 (BXD)
 DQ1946'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DI0840 ***********************************************************************
 DI0840  DESIGNATION -  1409 M
 DI0840  PID         -  DI0840
 DI0840  STATE/COUNTY-  MN/CLAY
 DI0840  COUNTRY     -  US
 DI0840  USGS QUAD   -  GLYNDON SOUTH (2019)
 DI0840
 DI0840                         *CURRENT SURVEY CONTROL
 DI0840  ______________________________________________________________________
 DI0840* NAD 83(2011) POSITION- 46 51 45.63972(N) 096 30 17.39361(W)   ADJUSTED
 DI0840* NAD 83(2011) ELLIP HT-   259.375 (meters)        (02/07/24)   ADJUSTED
 DI0840* NAD 83(2011) EPOCH   -  2010.00
 DI0840* NAVD 88 ORTHO HEIGHT -   286.029 (meters)      938.41  (feet) ADJUSTED
 DI0840  ______________________________________________________________________
 DI0840  GEOID HEIGHT    -        -26.730 (meters)                     GEOID18
 DI0840  NAD 83(2011) X  -   -494,952.871 (meters)                     COMP
 DI0840  NAD 83(2011) Y  - -4,340,891.056 (meters)                     COMP
 DI0840  NAD 83(2011) Z  -  4,631,529.267 (meters)                     COMP
 DI0840  LAPLACE CORR    -         -1.69  (seconds)                    DEFLEC18
 DI0840  DYNAMIC HEIGHT  -        286.050 (meters)      938.48  (feet) COMP
 DI0840  MODELED GRAVITY -    980,678.0   (mgal)                       NAVD 88
 DI0840
 DI0840  VERT ORDER      -  SECOND    CLASS I
 DI0840
 DI0840  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DI0840  Standards:
 DI0840         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DI0840            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DI0840  -------------------------------------------------------------------
 DI0840  NETWORK    0.61   1.39           0.28   0.21   0.71     -0.10388684
 DI0840  -------------------------------------------------------------------
 DI0840  Click here for local accuracies and other accuracy information.
 DI0840
 DI0840.The horizontal coordinates were established by GPS observations
 DI0840.and adjusted by the MN DEPT OF TRANSP in February 2024.
 DI0840
 DI0840.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DI0840.been affixed to the stable North American tectonic plate. See 
 DI0840.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DI0840
 DI0840.The horizontal coordinates are valid at the epoch date displayed above
 DI0840.which is a decimal equivalence of Year/Month/Day.
 DI0840
 DI0840.The orthometric height was determined by differential leveling and
 DI0840.adjusted by the NATIONAL GEODETIC SURVEY
 DI0840.in August 2019.
 DI0840
 DI0840.Significant digits in the geoid height do not necessarily reflect accuracy.
 DI0840.GEOID18 height accuracy estimate available here.
 DI0840
 DI0840.Click photographs - Photos may exist for this station.
 DI0840
 DI0840.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DI0840
 DI0840.The Laplace correction was computed from DEFLEC18 derived deflections.
 DI0840
 DI0840.The ellipsoidal height was determined by GPS observations
 DI0840.and is referenced to NAD 83.
 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. The following values were computed from the NAD 83(2011) position.
 DI0840
 DI0840;                    North         East     Units Scale Factor Converg.
 DI0840;SPC MN C     -   309,481.629   628,096.976   MT  0.99996445   -1 37 52.0
 DI0840;SPC MN C     - 1,015,357.64  2,060,681.50   sFT  0.99996445   -1 37 52.0
 DI0840;UTM  14      - 5,192,926.872   690,178.263   MT  1.00004455   +1 49 16.7
 DI0840
 DI0840!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DI0840!SPC MN C     -   0.99995934  x   0.99996445  =   0.99992380
 DI0840!UTM  14      -   0.99995934  x   1.00004455  =   1.00000389
 DI0840
 DI0840_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPS9017892926(NAD 83)
 DI0840
 DI0840                          SUPERSEDED SURVEY CONTROL
 DI0840
 DI0840  NAVD 88 (09/21/06)  286.086  (m)          938.60   (f) SUPERSEDED  2 1
 DI0840
 DI0840.Superseded values are not recommended for survey control.
 DI0840
 DI0840.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DI0840.See file dsdata.pdf to determine how the superseded data were derived.
 DI0840
 DI0840_MARKER: DD = SURVEY DISK
 DI0840_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DI0840_STAMPING: 1409 M 2005
 DI0840_MARK LOGO: MNDT
 DI0840_PROJECTION: FLUSH
 DI0840_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DI0840_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DI0840_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DI0840+SATELLITE: SATELLITE OBSERVATIONS - June 14, 2023
 DI0840_ROD/PIPE-DEPTH: 18.3 meters
 DI0840
 DI0840  HISTORY     - Date     Condition        Report By
 DI0840  HISTORY     - 20050426 MONUMENTED       MNDT
 DI0840  HISTORY     - 20140527 GOOD             MNDT
 DI0840  HISTORY     - 20220912 GOOD             MNDT
 DI0840  HISTORY     - 20230614 GOOD             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.
 DI0840
 DI0840                          STATION RECOVERY (2014)
 DI0840
 DI0840'RECOVERY NOTE BY MN DEPT OF TRANSP 2014 (MAS)
 DI0840'RECOVERED AS DESCRIBED.
 DI0840
 DI0840                          STATION RECOVERY (2022)
 DI0840
 DI0840'RECOVERY NOTE BY MN DEPT OF TRANSP 2022 (TJD)
 DI0840'RECOVERED AS DESCRIBED.
 DI0840
 DI0840                          STATION RECOVERY (2023)
 DI0840
 DI0840'RECOVERY NOTE BY MN DEPT OF TRANSP 2023 (SXR)
 DI0840'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DP7338 ***********************************************************************
 DP7338  DESIGNATION -  1409 N
 DP7338  PID         -  DP7338
 DP7338  STATE/COUNTY-  MN/CLAY
 DP7338  COUNTRY     -  US
 DP7338  USGS QUAD   -  BARNESVILLE (2019)
 DP7338
 DP7338                         *CURRENT SURVEY CONTROL
 DP7338  ______________________________________________________________________
 DP7338* NAD 83(2011) POSITION- 46 43 02.29439(N) 096 27 21.34398(W)   ADJUSTED
 DP7338* NAD 83(2011) ELLIP HT-   266.117 (meters)        (05/15/15)   ADJUSTED
 DP7338* NAD 83(2011) EPOCH   -  2010.00
 DP7338* NAVD 88 ORTHO HEIGHT -   292.642 (meters)      960.11  (feet) ADJUSTED
 DP7338  ______________________________________________________________________
 DP7338  GEOID HEIGHT    -        -26.579 (meters)                     GEOID18
 DP7338  NAD 83(2011) X  -   -492,572.646 (meters)                     COMP
 DP7338  NAD 83(2011) Y  - -4,353,021.023 (meters)                     COMP
 DP7338  NAD 83(2011) Z  -  4,620,468.895 (meters)                     COMP
 DP7338  LAPLACE CORR    -         -0.62  (seconds)                    DEFLEC18
 DP7338  DYNAMIC HEIGHT  -        292.666 (meters)      960.19  (feet) COMP
 DP7338  MODELED GRAVITY -    980,686.3   (mgal)                       NAVD 88
 DP7338
 DP7338  VERT ORDER      -  SECOND    CLASS I
 DP7338
 DP7338  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DP7338  Standards:
 DP7338         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DP7338            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DP7338  -------------------------------------------------------------------
 DP7338  NETWORK    0.41   0.78           0.19   0.14   0.40      0.02431941
 DP7338  -------------------------------------------------------------------
 DP7338  Click here for local accuracies and other accuracy information.
 DP7338
 DP7338.The horizontal coordinates were established by GPS observations
 DP7338.and adjusted by the MN DEPT OF TRANSP in May 2015.
 DP7338
 DP7338.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DP7338.been affixed to the stable North American tectonic plate. See 
 DP7338.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DP7338
 DP7338.The horizontal coordinates are valid at the epoch date displayed above
 DP7338.which is a decimal equivalence of Year/Month/Day.
 DP7338
 DP7338.The orthometric height was determined by differential leveling and
 DP7338.adjusted by the NATIONAL GEODETIC SURVEY
 DP7338.in August 2019.
 DP7338
 DP7338.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP7338.GEOID18 height accuracy estimate available here.
 DP7338
 DP7338.Click photographs - Photos may exist for this station.
 DP7338
 DP7338.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DP7338
 DP7338.The Laplace correction was computed from DEFLEC18 derived deflections.
 DP7338
 DP7338.The ellipsoidal height was determined by GPS observations
 DP7338.and is referenced to NAD 83.
 DP7338
 DP7338.The dynamic height is computed by dividing the NAVD 88
 DP7338.geopotential number by the normal gravity value computed on the
 DP7338.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP7338.degrees latitude (g = 980.6199 gals.).
 DP7338
 DP7338.The modeled gravity was interpolated from observed gravity values.
 DP7338
 DP7338. The following values were computed from the NAD 83(2011) position.
 DP7338
 DP7338;                    North         East     Units Scale Factor Converg.
 DP7338;SPC MN C     -   293,222.935   631,374.213   MT  0.99994427   -1 35 44.7
 DP7338;SPC MN C     -   962,015.58  2,071,433.56   sFT  0.99994427   -1 35 44.7
 DP7338;UTM  14      - 5,176,893.275   694,428.509   MT  1.00006466   +1 51 09.4
 DP7338
 DP7338!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DP7338!SPC MN C     -   0.99995829  x   0.99994427  =   0.99990256
 DP7338!UTM  14      -   0.99995829  x   1.00006466  =   1.00002294
 DP7338
 DP7338_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPS9442876893(NAD 83)
 DP7338
 DP7338                          SUPERSEDED SURVEY CONTROL
 DP7338
 DP7338  NAVD 88 (05/15/15)  292.70   (m)  GEOID12A model used  GPS OBS        
 DP7338
 DP7338.Superseded values are not recommended for survey control.
 DP7338
 DP7338.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DP7338.See file dsdata.pdf to determine how the superseded data were derived.
 DP7338
 DP7338_MARKER: F = FLANGE-ENCASED ROD
 DP7338_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DP7338_STAMPING: 1409 N 2013
 DP7338_MARK LOGO: MNDT
 DP7338_PROJECTION: RECESSED 10 CENTIMETERS
 DP7338_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DP7338_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DP7338_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP7338+SATELLITE: SATELLITE OBSERVATIONS - December 13, 2023
 DP7338_ROD/PIPE-DEPTH: 5.2 meters
 DP7338
 DP7338  HISTORY     - Date     Condition        Report By
 DP7338  HISTORY     - 20130930 MONUMENTED       MNDT
 DP7338  HISTORY     - 20140527 GOOD             MNDT
 DP7338  HISTORY     - 20231213 GOOD             MNDT
 DP7338
 DP7338                          STATION DESCRIPTION
 DP7338
 DP7338'DESCRIBED BY MN DEPT OF TRANSP 2013
 DP7338'3.0 MILES SOUTHEAST OF DOWNER, 3.0 MILES SOUTHEAST ALONG TRUNK HIGHWAY
 DP7338'9 FROM THE JUNCTION OF TRUNK HIGHWAY 9 AND COUNTY ROAD 10 IN DOWNER,
 DP7338'AT TRUNK HIGHWAY 9 MILEPOINT 152.15, 79.6 FEET EAST OF TRUNK HIGHWAY
 DP7338'9, 53.5 FEET SOUTH OF 120TH AVENUE SOUTH, 3.0 FEET NORTH OF WITNESS
 DP7338'POST.
 DP7338
 DP7338                          STATION RECOVERY (2014)
 DP7338
 DP7338'RECOVERY NOTE BY MN DEPT OF TRANSP 2014 (KMS)
 DP7338'RECOVERED AS DESCRIBED.
 DP7338'
 DP7338'NOTE - THE STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM
 DP7338'ROD DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION REMOVABLE
 DP7338'DISK SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH
 DP7338'PVC PIPE BACK FILLED WITH WASHED SAND.
 DP7338
 DP7338                          STATION RECOVERY (2023)
 DP7338
 DP7338'RECOVERY NOTE BY MN DEPT OF TRANSP 2023 (AJH)
 DP7338'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DQ1956 ***********************************************************************
 DQ1956  DESIGNATION -  1409 Q
 DQ1956  PID         -  DQ1956
 DQ1956  STATE/COUNTY-  MN/CLAY
 DQ1956  COUNTRY     -  US
 DQ1956  USGS QUAD   -  BARNESVILLE (2019)
 DQ1956
 DQ1956                         *CURRENT SURVEY CONTROL
 DQ1956  ______________________________________________________________________
 DQ1956* NAD 83(2011) POSITION- 46 41 34.07896(N) 096 25 35.47782(W)   ADJUSTED
 DQ1956* NAD 83(2011) ELLIP HT-   281.642 (meters)        (09/09/24)   ADJUSTED
 DQ1956* NAD 83(2011) EPOCH   -  2010.00
 DQ1956* NAVD 88 ORTHO HEIGHT -   308.130 (meters)     1010.92  (feet) ADJUSTED
 DQ1956  ______________________________________________________________________
 DQ1956  GEOID HEIGHT    -        -26.546 (meters)                     GEOID18
 DQ1956  NAD 83(2011) X  -   -490,561.493 (meters)                     COMP
 DQ1956  NAD 83(2011) Y  - -4,355,254.103 (meters)                     COMP
 DQ1956  NAD 83(2011) Z  -  4,618,612.105 (meters)                     COMP
 DQ1956  LAPLACE CORR    -         -0.56  (seconds)                    DEFLEC18
 DQ1956  DYNAMIC HEIGHT  -        308.156 (meters)     1011.01  (feet) COMP
 DQ1956  MODELED GRAVITY -    980,689.1   (mgal)                       NAVD 88
 DQ1956
 DQ1956  VERT ORDER      -  SECOND    CLASS I
 DQ1956
 DQ1956  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DQ1956  Standards:
 DQ1956         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DQ1956            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DQ1956  -------------------------------------------------------------------
 DQ1956  NETWORK    0.40   0.73           0.18   0.14   0.37      0.08740454
 DQ1956  -------------------------------------------------------------------
 DQ1956  Click here for local accuracies and other accuracy information.
 DQ1956
 DQ1956.The horizontal coordinates were established by GPS observations
 DQ1956.and adjusted by the MN DEPT OF TRANSP in September 2024.
 DQ1956
 DQ1956.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DQ1956.been affixed to the stable North American tectonic plate. See 
 DQ1956.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DQ1956
 DQ1956.The horizontal coordinates are valid at the epoch date displayed above
 DQ1956.which is a decimal equivalence of Year/Month/Day.
 DQ1956
 DQ1956.The orthometric height was determined by differential leveling and
 DQ1956.adjusted by the NATIONAL GEODETIC SURVEY
 DQ1956.in August 2019.
 DQ1956
 DQ1956.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ1956.GEOID18 height accuracy estimate available here.
 DQ1956
 DQ1956.Click photographs - Photos may exist for this station.
 DQ1956
 DQ1956.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DQ1956
 DQ1956.The Laplace correction was computed from DEFLEC18 derived deflections.
 DQ1956
 DQ1956.The ellipsoidal height was determined by GPS observations
 DQ1956.and is referenced to NAD 83.
 DQ1956
 DQ1956.The dynamic height is computed by dividing the NAVD 88
 DQ1956.geopotential number by the normal gravity value computed on the
 DQ1956.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ1956.degrees latitude (g = 980.6199 gals.).
 DQ1956
 DQ1956.The modeled gravity was interpolated from observed gravity values.
 DQ1956
 DQ1956. The following values were computed from the NAD 83(2011) position.
 DQ1956
 DQ1956;                    North         East     Units Scale Factor Converg.
 DQ1956;SPC MN C     -   290,437.907   633,546.754   MT  0.99994151   -1 34 28.1
 DQ1956;SPC MN C     -   952,878.37  2,078,561.31   sFT  0.99994151   -1 34 28.1
 DQ1956;UTM  14      - 5,174,243.616   696,764.917   MT  1.00007590   +1 52 23.8
 DQ1956
 DQ1956!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DQ1956!SPC MN C     -   0.99995585  x   0.99994151  =   0.99989737
 DQ1956!UTM  14      -   0.99995585  x   1.00007590  =   1.00003175
 DQ1956
 DQ1956_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPS9676474243(NAD 83)
 DQ1956
 DQ1956                          SUPERSEDED SURVEY CONTROL
 DQ1956
 DQ1956.No superseded survey control is available for this station.
 DQ1956
 DQ1956_MARKER: F = FLANGE-ENCASED ROD
 DQ1956_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DQ1956_STAMPING: 1409 Q 2014
 DQ1956_MARK LOGO: MNDT
 DQ1956_PROJECTION: RECESSED 5 CENTIMETERS
 DQ1956_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DQ1956_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ1956_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ1956+SATELLITE: SATELLITE OBSERVATIONS - December 13, 2023
 DQ1956_ROD/PIPE-DEPTH: 7.6 meters
 DQ1956
 DQ1956  HISTORY     - Date     Condition        Report By
 DQ1956  HISTORY     - 20140609 MONUMENTED       MNDT
 DQ1956  HISTORY     - 20231213 GOOD             MNDT
 DQ1956
 DQ1956                          STATION DESCRIPTION
 DQ1956
 DQ1956'DESCRIBED BY MN DEPT OF TRANSP 2014
 DQ1956'THE STATION IS LOCATED ABOUT 6.1 MI (9.8 KM) EAST-SOUTHEAST OF BAKER,
 DQ1956'5.1 MI (8.2 KM) SOUTHEAST OF DOWNER AND 2.8 MI (4.5 KM) NORTH OF
 DQ1956'BARNESVILLE.
 DQ1956'
 DQ1956'TO REACH THE MARK GO 2.35 MI (3.8 KM) NORTH ALONG TRUNK HIGHWAY 9 FROM
 DQ1956'THE JUNCTION OF TRUNK HIGHWAY 9 AND TRUNK HIGHWAY 34 IN BARNESVILLE,
 DQ1956'AT TRUNK HIGHWAY 9 MILE POINT 149.9.
 DQ1956'
 DQ1956'THE MARK IS LOCATED 57.5 FT (17.5 M) SOUTHWEST OF TRUNK HIGHWAY 9,
 DQ1956'42.2 FT (12.9 M) NORTHWEST OF A FIELD ENTRANCE, 1.5 FT (0.5 M)
 DQ1956'NORTHEAST OF A WITNESS POST.
 DQ1956'
 DQ1956'NOTE - THE STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM
 DQ1956'ROD DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION REMOVABLE
 DQ1956'DISK SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH
 DQ1956'PVC PIPE BACK FILLED WITH WASHED SAND.
 DQ1956
 DQ1956                          STATION RECOVERY (2023)
 DQ1956
 DQ1956'RECOVERY NOTE BY MN DEPT OF TRANSP 2023 (AJH)
 DQ1956'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DQ1953 ***********************************************************************
 DQ1953  DESIGNATION -  1409 R
 DQ1953  PID         -  DQ1953
 DQ1953  STATE/COUNTY-  MN/CLAY
 DQ1953  COUNTRY     -  US
 DQ1953  USGS QUAD   -  BARNESVILLE (2019)
 DQ1953
 DQ1953                         *CURRENT SURVEY CONTROL
 DQ1953  ______________________________________________________________________
 DQ1953* NAD 83(2011) POSITION- 46 43 24.52980(N) 096 27 45.06727(W)   ADJUSTED
 DQ1953* NAD 83(2011) ELLIP HT-   266.212 (meters)        (09/09/24)   ADJUSTED
 DQ1953* NAD 83(2011) EPOCH   -  2010.00
 DQ1953* NAVD 88 ORTHO HEIGHT -   292.752 (meters)      960.47  (feet) ADJUSTED
 DQ1953  ______________________________________________________________________
 DQ1953  GEOID HEIGHT    -        -26.592 (meters)                     GEOID18
 DQ1953  NAD 83(2011) X  -   -493,017.044 (meters)                     COMP
 DQ1953  NAD 83(2011) Y  - -4,352,467.695 (meters)                     COMP
 DQ1953  NAD 83(2011) Z  -  4,620,939.698 (meters)                     COMP
 DQ1953  LAPLACE CORR    -         -0.59  (seconds)                    DEFLEC18
 DQ1953  DYNAMIC HEIGHT  -        292.775 (meters)      960.55  (feet) COMP
 DQ1953  MODELED GRAVITY -    980,684.8   (mgal)                       NAVD 88
 DQ1953
 DQ1953  VERT ORDER      -  SECOND    CLASS I
 DQ1953
 DQ1953  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DQ1953  Standards:
 DQ1953         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DQ1953            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DQ1953  -------------------------------------------------------------------
 DQ1953  NETWORK    0.45   0.84           0.21   0.15   0.43     -0.04990858
 DQ1953  -------------------------------------------------------------------
 DQ1953  Click here for local accuracies and other accuracy information.
 DQ1953
 DQ1953.The horizontal coordinates were established by GPS observations
 DQ1953.and adjusted by the MN DEPT OF TRANSP in September 2024.
 DQ1953
 DQ1953.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DQ1953.been affixed to the stable North American tectonic plate. See 
 DQ1953.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DQ1953
 DQ1953.The horizontal coordinates are valid at the epoch date displayed above
 DQ1953.which is a decimal equivalence of Year/Month/Day.
 DQ1953
 DQ1953.The orthometric height was determined by differential leveling and
 DQ1953.adjusted by the NATIONAL GEODETIC SURVEY
 DQ1953.in August 2019.
 DQ1953
 DQ1953.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ1953.GEOID18 height accuracy estimate available here.
 DQ1953
 DQ1953.Click photographs - Photos may exist for this station.
 DQ1953
 DQ1953.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DQ1953
 DQ1953.The Laplace correction was computed from DEFLEC18 derived deflections.
 DQ1953
 DQ1953.The ellipsoidal height was determined by GPS observations
 DQ1953.and is referenced to NAD 83.
 DQ1953
 DQ1953.The dynamic height is computed by dividing the NAVD 88
 DQ1953.geopotential number by the normal gravity value computed on the
 DQ1953.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ1953.degrees latitude (g = 980.6199 gals.).
 DQ1953
 DQ1953.The modeled gravity was interpolated from observed gravity values.
 DQ1953
 DQ1953. The following values were computed from the NAD 83(2011) position.
 DQ1953
 DQ1953;                    North         East     Units Scale Factor Converg.
 DQ1953;SPC MN C     -   293,923.293   630,889.782   MT  0.99994500   -1 36 01.8
 DQ1953;SPC MN C     -   964,313.34  2,069,844.23   sFT  0.99994500   -1 36 01.8
 DQ1953;UTM  14      - 5,177,563.306   693,902.767   MT  1.00006215   +1 50 52.8
 DQ1953
 DQ1953!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DQ1953!SPC MN C     -   0.99995827  x   0.99994500  =   0.99990327
 DQ1953!UTM  14      -   0.99995827  x   1.00006215  =   1.00002042
 DQ1953
 DQ1953_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPS9390277563(NAD 83)
 DQ1953
 DQ1953                          SUPERSEDED SURVEY CONTROL
 DQ1953
 DQ1953.No superseded survey control is available for this station.
 DQ1953
 DQ1953_MARKER: I = METAL ROD
 DQ1953_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DQ1953_STAMPING: 1409 R 2014
 DQ1953_MARK LOGO: MNDT
 DQ1953_PROJECTION: RECESSED 5 CENTIMETERS
 DQ1953_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DQ1953_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ1953_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ1953+SATELLITE: SATELLITE OBSERVATIONS - December 14, 2023
 DQ1953_ROD/PIPE-DEPTH: 4.0 meters
 DQ1953
 DQ1953  HISTORY     - Date     Condition        Report By
 DQ1953  HISTORY     - 20140604 MONUMENTED       MNDT
 DQ1953  HISTORY     - 20231214 GOOD             MNDT
 DQ1953
 DQ1953                          STATION DESCRIPTION
 DQ1953
 DQ1953'DESCRIBED BY MN DEPT OF TRANSP 2014
 DQ1953'THE STATION IS LOCATED ABOUT 5.3 MI (8.5 KM) NORTH-NORTHWEST OF
 DQ1953'BARNESVILLE, 4.3 MI (6.9 KM) EAST OF BAKER AND 2.4 MI (3.9 KM)
 DQ1953'SOUTH-SOUTHEAST OF DOWNER.
 DQ1953'
 DQ1953'TO REACH THE MARK GO 5.1 MI (8.2 KM) NORTHWEST ALONG TRUNK HIGHWAY 9
 DQ1953'FROM THE JUNCTION OF TRUNK HIGHWAY 9 AND TRUNK HIGHWAY 34 IN
 DQ1953'BARNESVILLE, AT TRUNK HIGHWAY 9 MILE POINT 152.65.
 DQ1953'
 DQ1953'THE MARK IS LOCATED 65.5 FT (20.0 M) NORTHEAST OF TRUNK HIGHWAY 9,
 DQ1953'18.6 FT (5.7 M) NORTHWEST OF A FIELD ENTRANCE, 5.0 FT (1.5 M)
 DQ1953'SOUTHEAST OF A WITNESS POST.
 DQ1953'
 DQ1953'NOTE - THE STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM
 DQ1953'ROD DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION REMOVABLE
 DQ1953'DISK SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH
 DQ1953'PVC PIPE BACK FILLED WITH WASHED SAND.
 DQ1953
 DQ1953                          STATION RECOVERY (2023)
 DQ1953
 DQ1953'RECOVERY NOTE BY MN DEPT OF TRANSP 2023 (AJH)
 DQ1953'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DQ1951 ***********************************************************************
 DQ1951  DESIGNATION -  1409 S
 DQ1951  PID         -  DQ1951
 DQ1951  STATE/COUNTY-  MN/CLAY
 DQ1951  COUNTRY     -  US
 DQ1951  USGS QUAD   -  DOWNER (2019)
 DQ1951
 DQ1951                         *CURRENT SURVEY CONTROL
 DQ1951  ______________________________________________________________________
 DQ1951* NAD 83(2011) POSITION- 46 45 41.21108(N) 096 29 24.27091(W)   ADJUSTED
 DQ1951* NAD 83(2011) ELLIP HT-   269.328 (meters)        (09/09/24)   ADJUSTED
 DQ1951* NAD 83(2011) EPOCH   -  2010.00
 DQ1951* NAVD 88 ORTHO HEIGHT -   295.940 (meters)      970.93  (feet) ADJUSTED
 DQ1951  ______________________________________________________________________
 DQ1951  GEOID HEIGHT    -        -26.662 (meters)                     GEOID18
 DQ1951  NAD 83(2011) X  -   -494,763.109 (meters)                     COMP
 DQ1951  NAD 83(2011) Y  - -4,349,177.958 (meters)                     COMP
 DQ1951  NAD 83(2011) Z  -  4,623,834.400 (meters)                     COMP
 DQ1951  LAPLACE CORR    -         -0.50  (seconds)                    DEFLEC18
 DQ1951  DYNAMIC HEIGHT  -        295.961 (meters)      971.00  (feet) COMP
 DQ1951  MODELED GRAVITY -    980,676.1   (mgal)                       NAVD 88
 DQ1951
 DQ1951  VERT ORDER      -  SECOND    CLASS I
 DQ1951
 DQ1951  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DQ1951  Standards:
 DQ1951         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DQ1951            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DQ1951  -------------------------------------------------------------------
 DQ1951  NETWORK    0.40   0.69           0.18   0.14   0.35     -0.03735595
 DQ1951  -------------------------------------------------------------------
 DQ1951  Click here for local accuracies and other accuracy information.
 DQ1951
 DQ1951.The horizontal coordinates were established by GPS observations
 DQ1951.and adjusted by the MN DEPT OF TRANSP in September 2024.
 DQ1951
 DQ1951.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DQ1951.been affixed to the stable North American tectonic plate. See 
 DQ1951.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DQ1951
 DQ1951.The horizontal coordinates are valid at the epoch date displayed above
 DQ1951.which is a decimal equivalence of Year/Month/Day.
 DQ1951
 DQ1951.The orthometric height was determined by differential leveling and
 DQ1951.adjusted by the NATIONAL GEODETIC SURVEY
 DQ1951.in August 2019.
 DQ1951
 DQ1951.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ1951.GEOID18 height accuracy estimate available here.
 DQ1951
 DQ1951.Click photographs - Photos may exist for this station.
 DQ1951
 DQ1951.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DQ1951
 DQ1951.The Laplace correction was computed from DEFLEC18 derived deflections.
 DQ1951
 DQ1951.The ellipsoidal height was determined by GPS observations
 DQ1951.and is referenced to NAD 83.
 DQ1951
 DQ1951.The dynamic height is computed by dividing the NAVD 88
 DQ1951.geopotential number by the normal gravity value computed on the
 DQ1951.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ1951.degrees latitude (g = 980.6199 gals.).
 DQ1951
 DQ1951.The modeled gravity was interpolated from observed gravity values.
 DQ1951
 DQ1951. The following values were computed from the NAD 83(2011) position.
 DQ1951
 DQ1951;                    North         East     Units Scale Factor Converg.
 DQ1951;SPC MN C     -   298,201.220   628,903.445   MT  0.99994971   -1 37 13.6
 DQ1951;SPC MN C     -   978,348.50  2,063,327.39   sFT  0.99994971   -1 37 13.6
 DQ1951;UTM  14      - 5,181,714.441   691,662.422   MT  1.00005153   +1 49 44.6
 DQ1951
 DQ1951!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DQ1951!SPC MN C     -   0.99995778  x   0.99994971  =   0.99990750
 DQ1951!UTM  14      -   0.99995778  x   1.00005153  =   1.00000931
 DQ1951
 DQ1951_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPS9166281714(NAD 83)
 DQ1951
 DQ1951                          SUPERSEDED SURVEY CONTROL
 DQ1951
 DQ1951.No superseded survey control is available for this station.
 DQ1951
 DQ1951_MARKER: F = FLANGE-ENCASED ROD
 DQ1951_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DQ1951_STAMPING: 1409 S 2014
 DQ1951_MARK LOGO: MNDT
 DQ1951_PROJECTION: RECESSED 5 CENTIMETERS
 DQ1951_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DQ1951_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ1951_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ1951+SATELLITE: SATELLITE OBSERVATIONS - December 13, 2023
 DQ1951_ROD/PIPE-DEPTH: 11.3 meters
 DQ1951
 DQ1951  HISTORY     - Date     Condition        Report By
 DQ1951  HISTORY     - 20140604 MONUMENTED       MNDT
 DQ1951  HISTORY     - 20210712 GOOD             MNDT
 DQ1951  HISTORY     - 20231213 GOOD             MNDT
 DQ1951
 DQ1951                          STATION DESCRIPTION
 DQ1951
 DQ1951'DESCRIBED BY MN DEPT OF TRANSP 2014
 DQ1951'THE STATION IS LOCATED ABOUT 7.8 MI (12.6 KM) EAST OF SABIN, 4.4 MI
 DQ1951'(7.1 KM) NORTHEAST OF BAKER AND IN THE TOWN OF DOWNER, MN.
 DQ1951'
 DQ1951'TO REACH THE MARK GO 0.55 MI (0.9 KM) NORTHWEST ALONG TRUNK HIGHWAY 9
 DQ1951'FROM THE JUNCTION OF TRUNK HIGHWAY 9 AND COUNTY ROAD 10 IN DOWNER, AT
 DQ1951'TRUNK HIGHWAY 9 MILE POINT 155.6.
 DQ1951'
 DQ1951'THE MARK IS LOCATED 64.0 FT (19.5 M) NORTHEAST OF TRUNK HIGHWAY 9,
 DQ1951'40.4 FT (12.3 M) SOUTHEAST OF A FIELD ENTRANCE, 1.5 FT (0.5 M)
 DQ1951'SOUTHWEST OF A WITNESS POST.
 DQ1951'
 DQ1951'NOTE - THE STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM
 DQ1951'ROD DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION REMOVABLE
 DQ1951'DISK SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH
 DQ1951'PVC PIPE BACK FILLED WITH WASHED SAND.
 DQ1951
 DQ1951                          STATION RECOVERY (2021)
 DQ1951
 DQ1951'RECOVERY NOTE BY MN DEPT OF TRANSP 2021 (DAS)
 DQ1951'RECOVERED IN GOOD CONDITION.
 DQ1951
 DQ1951                          STATION RECOVERY (2023)
 DQ1951
 DQ1951'RECOVERY NOTE BY MN DEPT OF TRANSP 2023 (TJD)
 DQ1951'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DQ1949 ***********************************************************************
 DQ1949  DESIGNATION -  1409 T
 DQ1949  PID         -  DQ1949
 DQ1949  STATE/COUNTY-  MN/CLAY
 DQ1949  COUNTRY     -  US
 DQ1949  USGS QUAD   -  GLYNDON SOUTH (2019)
 DQ1949
 DQ1949                         *CURRENT SURVEY CONTROL
 DQ1949  ______________________________________________________________________
 DQ1949* NAD 83(2011) POSITION- 46 48 17.70350(N) 096 30 19.33255(W)   ADJUSTED
 DQ1949* NAD 83(2011) ELLIP HT-   262.438 (meters)        (09/09/24)   ADJUSTED
 DQ1949* NAD 83(2011) EPOCH   -  2010.00
 DQ1949* NAVD 88 ORTHO HEIGHT -   289.086 (meters)      948.44  (feet) ADJUSTED
 DQ1949  ______________________________________________________________________
 DQ1949  GEOID HEIGHT    -        -26.708 (meters)                     GEOID18
 DQ1949  NAD 83(2011) X  -   -495,524.540 (meters)                     COMP
 DQ1949  NAD 83(2011) Y  - -4,345,541.855 (meters)                     COMP
 DQ1949  NAD 83(2011) Z  -  4,627,138.574 (meters)                     COMP
 DQ1949  LAPLACE CORR    -         -0.97  (seconds)                    DEFLEC18
 DQ1949  DYNAMIC HEIGHT  -        289.105 (meters)      948.51  (feet) COMP
 DQ1949  MODELED GRAVITY -    980,672.8   (mgal)                       NAVD 88
 DQ1949
 DQ1949  VERT ORDER      -  SECOND    CLASS I
 DQ1949
 DQ1949  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DQ1949  Standards:
 DQ1949         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DQ1949            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DQ1949  -------------------------------------------------------------------
 DQ1949  NETWORK    0.46   0.80           0.21   0.16   0.41      0.06487603
 DQ1949  -------------------------------------------------------------------
 DQ1949  Click here for local accuracies and other accuracy information.
 DQ1949
 DQ1949.The horizontal coordinates were established by GPS observations
 DQ1949.and adjusted by the MN DEPT OF TRANSP in September 2024.
 DQ1949
 DQ1949.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DQ1949.been affixed to the stable North American tectonic plate. See 
 DQ1949.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DQ1949
 DQ1949.The horizontal coordinates are valid at the epoch date displayed above
 DQ1949.which is a decimal equivalence of Year/Month/Day.
 DQ1949
 DQ1949.The orthometric height was determined by differential leveling and
 DQ1949.adjusted by the NATIONAL GEODETIC SURVEY
 DQ1949.in August 2019.
 DQ1949
 DQ1949.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ1949.GEOID18 height accuracy estimate available here.
 DQ1949
 DQ1949.Click photographs - Photos may exist for this station.
 DQ1949
 DQ1949.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DQ1949
 DQ1949.The Laplace correction was computed from DEFLEC18 derived deflections.
 DQ1949
 DQ1949.The ellipsoidal height was determined by GPS observations
 DQ1949.and is referenced to NAD 83.
 DQ1949
 DQ1949.The dynamic height is computed by dividing the NAVD 88
 DQ1949.geopotential number by the normal gravity value computed on the
 DQ1949.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ1949.degrees latitude (g = 980.6199 gals.).
 DQ1949
 DQ1949.The modeled gravity was interpolated from observed gravity values.
 DQ1949
 DQ1949. The following values were computed from the NAD 83(2011) position.
 DQ1949
 DQ1949;                    North         East     Units Scale Factor Converg.
 DQ1949;SPC MN C     -   303,064.610   627,873.117   MT  0.99995566   -1 37 53.4
 DQ1949;SPC MN C     -   994,304.47  2,059,947.05   sFT  0.99995566   -1 37 53.4
 DQ1949;UTM  14      - 5,186,507.472   690,341.159   MT  1.00004532   +1 49 09.1
 DQ1949
 DQ1949!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DQ1949!SPC MN C     -   0.99995886  x   0.99995566  =   0.99991453
 DQ1949!UTM  14      -   0.99995886  x   1.00004532  =   1.00000418
 DQ1949
 DQ1949_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPS9034186507(NAD 83)
 DQ1949
 DQ1949                          SUPERSEDED SURVEY CONTROL
 DQ1949
 DQ1949.No superseded survey control is available for this station.
 DQ1949
 DQ1949_MARKER: F = FLANGE-ENCASED ROD
 DQ1949_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DQ1949_STAMPING: 1409 T 2014
 DQ1949_MARK LOGO: MNDT
 DQ1949_PROJECTION: RECESSED 5 CENTIMETERS
 DQ1949_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DQ1949_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ1949_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ1949+SATELLITE: SATELLITE OBSERVATIONS - December 14, 2023
 DQ1949_ROD/PIPE-DEPTH: 13.7 meters
 DQ1949
 DQ1949  HISTORY     - Date     Condition        Report By
 DQ1949  HISTORY     - 20140604 MONUMENTED       MNDT
 DQ1949  HISTORY     - 20231214 GOOD             MNDT
 DQ1949
 DQ1949                          STATION DESCRIPTION
 DQ1949
 DQ1949'DESCRIBED BY MN DEPT OF TRANSP 2014
 DQ1949'THE STATION IS LOCATED ABOUT 6.7 MI (10.8 KM) NORTH-NORTHEAST OF
 DQ1949'BAKER, 6.0 MI (9.7 KM) SOUTHEAST OF GLYNDON AND 3.6 MI (5.8 KM)
 DQ1949'NORTH-NORTHWEST OF DOWNER.
 DQ1949'
 DQ1949'TO REACH THE MARK GO 5.0 MI (8.0 KM) SOUTH ALONG TRUNK HIGHWAY 9  FROM
 DQ1949'THE JUNCTION OF TRUNK HIGHWAY 9 AND TRUNK HIGHWAY 10, JUNCTION IS 3.5
 DQ1949'MI (5.6 KM) EAST OF GLYNDON, AT TRUNK HIGHWAY 9 MILE POINT 158.75.
 DQ1949'
 DQ1949'THE MARK IS LOCATED 63.5 FT (19.4 M) WEST OF TRUNK HIGHWAY 9, 88.5 FT
 DQ1949'(27.0 M) NORTH OF 60TH AVENUE SOUTH, 11.6 FT (3.5 M) EAST OF CABLE
 DQ1949'BOX, 1.5 FT (0.5 M) EAST OF A WITNESS POST.
 DQ1949'
 DQ1949'NOTE - THE STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM
 DQ1949'ROD DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION REMOVABLE
 DQ1949'DISK SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH
 DQ1949'PVC PIPE BACK FILLED WITH WASHED SAND.
 DQ1949
 DQ1949                          STATION RECOVERY (2023)
 DQ1949
 DQ1949'RECOVERY NOTE BY MN DEPT OF TRANSP 2023 (TJD)
 DQ1949'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 PP0046 ***********************************************************************
 PP0046  DESIGNATION -  141 BOLT
 PP0046  PID         -  PP0046
 PP0046  STATE/COUNTY-  MN/WABASHA
 PP0046  COUNTRY     -  US
 PP0046  USGS QUAD   -  WABASHA NORTH (2019)
 PP0046
 PP0046                         *CURRENT SURVEY CONTROL
 PP0046  ______________________________________________________________________
 PP0046* NAD 83(1986) POSITION- 44 22 56.     (N) 092 01 54.     (W)   SCALED
 PP0046* NAVD 88 ORTHO HEIGHT -   206.647 (meters)      677.97  (feet) ADJUSTED
 PP0046  ______________________________________________________________________
 PP0046  GEOID HEIGHT    -        -30.411 (meters)                     GEOID18
 PP0046  DYNAMIC HEIGHT  -        206.619 (meters)      677.88  (feet) COMP
 PP0046  MODELED GRAVITY -    980,477.3   (mgal)                       NAVD 88
 PP0046
 PP0046  VERT ORDER      -  SECOND    CLASS 0
 PP0046
 PP0046.The horizontal coordinates were scaled from a map and have
 PP0046.an estimated accuracy of +/- 6 seconds.
 PP0046
 PP0046.The orthometric height was determined by differential leveling and
 PP0046.adjusted by the NATIONAL GEODETIC SURVEY
 PP0046.in June 1991.
 PP0046
 PP0046.Significant digits in the geoid height do not necessarily reflect accuracy.
 PP0046.GEOID18 height accuracy estimate available here.
 PP0046
 PP0046.Click photographs - Photos may exist for this station.
 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.      956,830.      MT  (+/- 180 meters Scaled)
 PP0046
 PP0046_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWK771147(NAD 83)
 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
 PP0046.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PP0046.See file dsdata.pdf to determine how the superseded data were derived.
 PP0046
 PP0046_MARKER: B = BOLT
 PP0046_SETTING: 21 = SET IN CONCRETE IN A CLAY TILE PIPE
 PP0046_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PP0046
 PP0046  HISTORY     - Date     Condition        Report By
 PP0046  HISTORY     - 1895     MONUMENTED       MRC
 PP0046  HISTORY     - 1970     GOOD             NGS
 PP0046  HISTORY     - 20010331 GOOD             USPSQD
 PP0046
 PP0046                          STATION DESCRIPTION
 PP0046
 PP0046'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 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, T111N, R10W.
 PP0046
 PP0046                          STATION RECOVERY (2001)
 PP0046
 PP0046'RECOVERY NOTE BY US POWER SQUADRON 2001
 PP0046'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DQ1932 ***********************************************************************
 DQ1932  DESIGNATION -  1410 AA
 DQ1932  PID         -  DQ1932
 DQ1932  STATE/COUNTY-  MN/CLAY
 DQ1932  COUNTRY     -  US
 DQ1932  USGS QUAD   -  FELTON (2019)
 DQ1932
 DQ1932                         *CURRENT SURVEY CONTROL
 DQ1932  ______________________________________________________________________
 DQ1932* NAD 83(2011) POSITION- 47 04 43.76372(N) 096 30 02.13834(W)   ADJUSTED
 DQ1932* NAD 83(2011) ELLIP HT-   252.074 (meters)        (06/22/23)   ADJUSTED
 DQ1932* NAD 83(2011) EPOCH   -  2010.00
 DQ1932* NAVD 88 ORTHO HEIGHT -   278.560 (meters)      913.91  (feet) ADJUSTED
 DQ1932  ______________________________________________________________________
 DQ1932  GEOID HEIGHT    -        -26.544 (meters)                     GEOID18
 DQ1932  NAD 83(2011) X  -   -492,642.547 (meters)                     COMP
 DQ1932  NAD 83(2011) Y  - -4,323,469.642 (meters)                     COMP
 DQ1932  NAD 83(2011) Z  -  4,647,921.259 (meters)                     COMP
 DQ1932  LAPLACE CORR    -         -1.81  (seconds)                    DEFLEC18
 DQ1932  DYNAMIC HEIGHT  -        278.595 (meters)      914.02  (feet) COMP
 DQ1932  MODELED GRAVITY -    980,733.3   (mgal)                       NAVD 88
 DQ1932
 DQ1932  VERT ORDER      -  SECOND    CLASS I
 DQ1932
 DQ1932  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DQ1932  Standards:
 DQ1932         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DQ1932            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DQ1932  -------------------------------------------------------------------
 DQ1932  NETWORK    0.76   1.33           0.34   0.27   0.68     -0.06419907
 DQ1932  -------------------------------------------------------------------
 DQ1932  Click here for local accuracies and other accuracy information.
 DQ1932
 DQ1932.The horizontal coordinates were established by GPS observations
 DQ1932.and adjusted by the MN DEPT OF TRANSP in June 2023.
 DQ1932
 DQ1932.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DQ1932.been affixed to the stable North American tectonic plate. See 
 DQ1932.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DQ1932
 DQ1932.The horizontal coordinates are valid at the epoch date displayed above
 DQ1932.which is a decimal equivalence of Year/Month/Day.
 DQ1932
 DQ1932.The orthometric height was determined by differential leveling and
 DQ1932.adjusted by the NATIONAL GEODETIC SURVEY
 DQ1932.in August 2019.
 DQ1932
 DQ1932.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ1932.GEOID18 height accuracy estimate available here.
 DQ1932
 DQ1932.Click photographs - Photos may exist for this station.
 DQ1932
 DQ1932.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DQ1932
 DQ1932.The Laplace correction was computed from DEFLEC18 derived deflections.
 DQ1932
 DQ1932.The ellipsoidal height was determined by GPS observations
 DQ1932.and is referenced to NAD 83.
 DQ1932
 DQ1932.The dynamic height is computed by dividing the NAVD 88
 DQ1932.geopotential number by the normal gravity value computed on the
 DQ1932.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ1932.degrees latitude (g = 980.6199 gals.).
 DQ1932
 DQ1932.The modeled gravity was interpolated from observed gravity values.
 DQ1932
 DQ1932. The following values were computed from the NAD 83(2011) position.
 DQ1932
 DQ1932;                    North         East     Units Scale Factor Converg.
 DQ1932;SPC MN C     -   333,491.322   629,102.629   MT  1.00000643   -1 37 41.0
 DQ1932;SPC MN C     - 1,094,129.45  2,063,980.88   sFT  1.00000643   -1 37 41.0
 DQ1932;UTM  14      - 5,216,954.951   689,734.851   MT  1.00004246   +1 49 51.0
 DQ1932
 DQ1932!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DQ1932!SPC MN C     -   0.99996049  x   1.00000643  =   0.99996692
 DQ1932!UTM  14      -   0.99996049  x   1.00004246  =   1.00000295
 DQ1932
 DQ1932_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPT8973416954(NAD 83)
 DQ1932
 DQ1932                          SUPERSEDED SURVEY CONTROL
 DQ1932
 DQ1932.No superseded survey control is available for this station.
 DQ1932
 DQ1932_MARKER: F = FLANGE-ENCASED ROD
 DQ1932_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DQ1932_STAMPING: 1410 AA 2014
 DQ1932_MARK LOGO: MNDT
 DQ1932_PROJECTION: RECESSED 8 CENTIMETERS
 DQ1932_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DQ1932_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ1932_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ1932+SATELLITE: SATELLITE OBSERVATIONS - March 14, 2023
 DQ1932_ROD/PIPE-DEPTH: 23.8 meters
 DQ1932
 DQ1932  HISTORY     - Date     Condition        Report By
 DQ1932  HISTORY     - 20140611 MONUMENTED       MNDT
 DQ1932  HISTORY     - 20230314 GOOD             MNDT
 DQ1932
 DQ1932                          STATION DESCRIPTION
 DQ1932
 DQ1932'DESCRIBED BY MN DEPT OF TRANSP 2014
 DQ1932'THE STATION IS LOCATED ABOUT 11.4 MI (18.4 KM) WEST OF ULEN, 7.0 MI
 DQ1932'(11.3 KM) SOUTH OF BORUP AND IN THE TOWN OF FELTON, MN.  THE MARK IS
 DQ1932'IN FELTON,
 DQ1932'
 DQ1932'TO REACH THE MARK AT THE JUNCTION OF TRUNK HIGHWAY 9 AND COUNTY ROAD
 DQ1932'34 IN FELTON, AT TRUNK HIGHWAY 9 MILEPOINT 177.75, 38.9 FEET WEST OF
 DQ1932'TRUNK HIGHWAY 9.
 DQ1932'
 DQ1932'THE MARK IS LOCATED 113.5 FEET NORTH OF COUNTY ROAD 34 (160TH AVENUE
 DQ1932'NORTH), 37.2 FEET SOUTH OF POWER POLE, 1.5 FEET EAST OF WITNESS POST.
 DQ1932'
 DQ1932'NOTE - THE STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM
 DQ1932'ROD DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION REMOVABLE
 DQ1932'DISK SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH
 DQ1932'PVC PIPE BACK FILLED WITH WASHED SAND.
 DQ1932
 DQ1932                          STATION RECOVERY (2023)
 DQ1932
 DQ1932'RECOVERY NOTE BY MN DEPT OF TRANSP 2023 (AXD)
 DQ1932'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DQ1930 ***********************************************************************
 DQ1930  DESIGNATION -  1410 AB
 DQ1930  PID         -  DQ1930
 DQ1930  STATE/COUNTY-  MN/CLAY
 DQ1930  COUNTRY     -  US
 DQ1930  USGS QUAD   -  FELTON (2019)
 DQ1930
 DQ1930                         *CURRENT SURVEY CONTROL
 DQ1930  ______________________________________________________________________
 DQ1930* NAD 83(2011) POSITION- 47 06 27.65065(N) 096 30 03.04071(W)   ADJUSTED
 DQ1930* NAD 83(2011) ELLIP HT-   251.384 (meters)        (06/22/23)   ADJUSTED
 DQ1930* NAD 83(2011) EPOCH   -  2010.00
 DQ1930* NAVD 88 ORTHO HEIGHT -   277.883 (meters)      911.69  (feet) ADJUSTED
 DQ1930  ______________________________________________________________________
 DQ1930  GEOID HEIGHT    -        -26.555 (meters)                     GEOID18
 DQ1930  NAD 83(2011) X  -   -492,395.351 (meters)                     COMP
 DQ1930  NAD 83(2011) Y  - -4,321,132.178 (meters)                     COMP
 DQ1930  NAD 83(2011) Z  -  4,650,104.980 (meters)                     COMP
 DQ1930  LAPLACE CORR    -         -1.40  (seconds)                    DEFLEC18
 DQ1930  DYNAMIC HEIGHT  -        277.919 (meters)      911.81  (feet) COMP
 DQ1930  MODELED GRAVITY -    980,736.9   (mgal)                       NAVD 88
 DQ1930
 DQ1930  VERT ORDER      -  SECOND    CLASS I
 DQ1930
 DQ1930  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DQ1930  Standards:
 DQ1930         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DQ1930            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DQ1930  -------------------------------------------------------------------
 DQ1930  NETWORK    0.75   1.39           0.34   0.26   0.71     -0.01308390
 DQ1930  -------------------------------------------------------------------
 DQ1930  Click here for local accuracies and other accuracy information.
 DQ1930
 DQ1930.The horizontal coordinates were established by GPS observations
 DQ1930.and adjusted by the MN DEPT OF TRANSP in June 2023.
 DQ1930
 DQ1930.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DQ1930.been affixed to the stable North American tectonic plate. See 
 DQ1930.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DQ1930
 DQ1930.The horizontal coordinates are valid at the epoch date displayed above
 DQ1930.which is a decimal equivalence of Year/Month/Day.
 DQ1930
 DQ1930.The orthometric height was determined by differential leveling and
 DQ1930.adjusted by the NATIONAL GEODETIC SURVEY
 DQ1930.in August 2019.
 DQ1930
 DQ1930.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ1930.GEOID18 height accuracy estimate available here.
 DQ1930
 DQ1930.Click photographs - Photos may exist for this station.
 DQ1930
 DQ1930.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DQ1930
 DQ1930.The Laplace correction was computed from DEFLEC18 derived deflections.
 DQ1930
 DQ1930.The ellipsoidal height was determined by GPS observations
 DQ1930.and is referenced to NAD 83.
 DQ1930
 DQ1930.The dynamic height is computed by dividing the NAVD 88
 DQ1930.geopotential number by the normal gravity value computed on the
 DQ1930.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ1930.degrees latitude (g = 980.6199 gals.).
 DQ1930
 DQ1930.The modeled gravity was interpolated from observed gravity values.
 DQ1930
 DQ1930. The following values were computed from the NAD 83(2011) position.
 DQ1930
 DQ1930;                    North         East     Units Scale Factor Converg.
 DQ1930;SPC MN C     -   336,698.761   629,174.759   MT  1.00001312   -1 37 41.6
 DQ1930;SPC MN C     - 1,104,652.52  2,064,217.52   sFT  1.00001312   -1 37 41.6
 DQ1930;UTM  14      - 5,220,161.002   689,613.309   MT  1.00004189   +1 49 53.4
 DQ1930
 DQ1930!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DQ1930!SPC MN C     -   0.99996060  x   1.00001312  =   0.99997372
 DQ1930!UTM  14      -   0.99996060  x   1.00004189  =   1.00000249
 DQ1930
 DQ1930_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPT8961320161(NAD 83)
 DQ1930
 DQ1930                          SUPERSEDED SURVEY CONTROL
 DQ1930
 DQ1930.No superseded survey control is available for this station.
 DQ1930
 DQ1930_MARKER: F = FLANGE-ENCASED ROD
 DQ1930_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DQ1930_STAMPING: 1410 AB 2014
 DQ1930_MARK LOGO: MNDT
 DQ1930_PROJECTION: FLUSH
 DQ1930_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DQ1930_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ1930_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ1930+SATELLITE: SATELLITE OBSERVATIONS - March 14, 2023
 DQ1930_ROD/PIPE-DEPTH: 21.0 meters
 DQ1930
 DQ1930  HISTORY     - Date     Condition        Report By
 DQ1930  HISTORY     - 20140623 MONUMENTED       MNDT
 DQ1930  HISTORY     - 20210713 GOOD             MNDT
 DQ1930  HISTORY     - 20230314 GOOD             MNDT
 DQ1930
 DQ1930                          STATION DESCRIPTION
 DQ1930
 DQ1930'DESCRIBED BY MN DEPT OF TRANSP 2014
 DQ1930'THE STATION IS LOCATED ABOUT 11.6 MI (18.7 KM) WEST OF ULEN, 5.0 MI
 DQ1930'(8.0 KM) SOUTH OF BORUP AND 2.0 MI (3.2 KM) NORTH OF FELTON.
 DQ1930'
 DQ1930'THE MARK IS 2.0 MI (3.2 KM) NORTH OF FELTON, 2.0 MI (3.2 KM) NORTH
 DQ1930'ALONG TRUNK HIGHWAY 9 FROM THE JUNCTION OF TRUNK HIGHWAY 9 AND COUNTY
 DQ1930'ROAD 34 IN FELTON, AT TRUNK HIGHWAY 9 MILE POINT 179.75.    THE MARK
 DQ1930'IS LOCATED 87.7 FT (26.7 M) WEST OF TRUNK HIGHWAY 9, 19.3 FT (5.9 M)
 DQ1930'SOUTH OF 180TH AVENUE NORTH, 1.5 FT (0.5 M) NORTH OF A WITNESS POST.
 DQ1930'
 DQ1930'NOTE - THE STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM
 DQ1930'ROD DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION REMOVABLE
 DQ1930'DISK SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH
 DQ1930'PVC PIPE BACK FILLED WITH WASHED SAND.
 DQ1930
 DQ1930                          STATION RECOVERY (2021)
 DQ1930
 DQ1930'RECOVERY NOTE BY MN DEPT OF TRANSP 2021 (DAS)
 DQ1930'RECOVERED IN GOOD CONDITION.
 DQ1930
 DQ1930                          STATION RECOVERY (2023)
 DQ1930
 DQ1930'RECOVERY NOTE BY MN DEPT OF TRANSP 2023 (MPP)
 DQ1930'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DQ1929 ***********************************************************************
 DQ1929  DESIGNATION -  1410 AC
 DQ1929  PID         -  DQ1929
 DQ1929  STATE/COUNTY-  MN/CLAY
 DQ1929  COUNTRY     -  US
 DQ1929  USGS QUAD   -  FELTON (2019)
 DQ1929
 DQ1929                         *CURRENT SURVEY CONTROL
 DQ1929  ______________________________________________________________________
 DQ1929* NAD 83(2011) POSITION- 47 07 18.58351(N) 096 30 01.54432(W)   ADJUSTED
 DQ1929* NAD 83(2011) ELLIP HT-   251.325 (meters)        (06/22/23)   ADJUSTED
 DQ1929* NAD 83(2011) EPOCH   -  2010.00
 DQ1929* NAVD 88 ORTHO HEIGHT -   277.839 (meters)      911.54  (feet) ADJUSTED
 DQ1929  ______________________________________________________________________
 DQ1929  GEOID HEIGHT    -        -26.567 (meters)                     GEOID18
 DQ1929  NAD 83(2011) X  -   -492,233.521 (meters)                     COMP
 DQ1929  NAD 83(2011) Y  - -4,319,990.597 (meters)                     COMP
 DQ1929  NAD 83(2011) Z  -  4,651,175.374 (meters)                     COMP
 DQ1929  LAPLACE CORR    -         -1.30  (seconds)                    DEFLEC18
 DQ1929  DYNAMIC HEIGHT  -        277.876 (meters)      911.66  (feet) COMP
 DQ1929  MODELED GRAVITY -    980,738.0   (mgal)                       NAVD 88
 DQ1929
 DQ1929  VERT ORDER      -  SECOND    CLASS I
 DQ1929
 DQ1929  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DQ1929  Standards:
 DQ1929         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DQ1929            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DQ1929  -------------------------------------------------------------------
 DQ1929  NETWORK    0.75   1.41           0.34   0.26   0.72     -0.01159977
 DQ1929  -------------------------------------------------------------------
 DQ1929  Click here for local accuracies and other accuracy information.
 DQ1929
 DQ1929.The horizontal coordinates were established by GPS observations
 DQ1929.and adjusted by the MN DEPT OF TRANSP in June 2023.
 DQ1929
 DQ1929.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DQ1929.been affixed to the stable North American tectonic plate. See 
 DQ1929.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DQ1929
 DQ1929.The horizontal coordinates are valid at the epoch date displayed above
 DQ1929.which is a decimal equivalence of Year/Month/Day.
 DQ1929
 DQ1929.The orthometric height was determined by differential leveling and
 DQ1929.adjusted by the NATIONAL GEODETIC SURVEY
 DQ1929.in August 2019.
 DQ1929
 DQ1929.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ1929.GEOID18 height accuracy estimate available here.
 DQ1929
 DQ1929.Click photographs - Photos may exist for this station.
 DQ1929
 DQ1929.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DQ1929
 DQ1929.The Laplace correction was computed from DEFLEC18 derived deflections.
 DQ1929
 DQ1929.The ellipsoidal height was determined by GPS observations
 DQ1929.and is referenced to NAD 83.
 DQ1929
 DQ1929.The dynamic height is computed by dividing the NAVD 88
 DQ1929.geopotential number by the normal gravity value computed on the
 DQ1929.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ1929.degrees latitude (g = 980.6199 gals.).
 DQ1929
 DQ1929.The modeled gravity was interpolated from observed gravity values.
 DQ1929
 DQ1929. The following values were computed from the NAD 83(2011) position.
 DQ1929
 DQ1929;                    North         East     Units Scale Factor Converg.
 DQ1929;SPC MN C     -   338,270.132   629,250.981   MT  1.00001650   -1 37 40.6
 DQ1929;SPC MN C     - 1,109,807.92  2,064,467.59   sFT  1.00001650   -1 37 40.6
 DQ1929;UTM  14      - 5,221,734.151   689,594.559   MT  1.00004180   +1 49 56.0
 DQ1929
 DQ1929!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DQ1929!SPC MN C     -   0.99996061  x   1.00001650  =   0.99997711
 DQ1929!UTM  14      -   0.99996061  x   1.00004180  =   1.00000241
 DQ1929
 DQ1929_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPT8959421734(NAD 83)
 DQ1929
 DQ1929                          SUPERSEDED SURVEY CONTROL
 DQ1929
 DQ1929.No superseded survey control is available for this station.
 DQ1929
 DQ1929_MARKER: I = METAL ROD
 DQ1929_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DQ1929_STAMPING: 1410 AC 2014
 DQ1929_MARK LOGO: MNDT
 DQ1929_PROJECTION: RECESSED 8 CENTIMETERS
 DQ1929_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DQ1929_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ1929_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ1929+SATELLITE: SATELLITE OBSERVATIONS - March 14, 2023
 DQ1929_ROD/PIPE-DEPTH: 23.5 meters
 DQ1929
 DQ1929  HISTORY     - Date     Condition        Report By
 DQ1929  HISTORY     - 20140611 MONUMENTED       MNDT
 DQ1929  HISTORY     - 20230314 GOOD             MNDT
 DQ1929
 DQ1929                          STATION DESCRIPTION
 DQ1929
 DQ1929'DESCRIBED BY MN DEPT OF TRANSP 2014
 DQ1929'THE STATION IS LOCATED ABOUT 11.8 MI (19.0 KM) WEST-NORTHWEST OF ULEN,
 DQ1929'4.0 MI (6.4 KM) SOUTH OF BORUP AND 3.0 MI (4.8 KM) NORTH OF FELTON.
 DQ1929'
 DQ1929'TO REACH THE MARK GO 3.0 MI (4.8 KM) NORTH ALONG TRUNK HIGHWAY 9 FROM
 DQ1929'THE JUNCTION OF TRUNK HIGHWAY 9 AND COUNTY ROAD 34 IN FELTON, AT TRUNK
 DQ1929'HIGHWAY 9 MILE POINT 180.70.
 DQ1929'
 DQ1929'THE MARK IS LOCATED 90.5 FT (27.6 M) EAST OF TRUNK HIGHWAY 9, 114.8 FT
 DQ1929'(35.0 M) SOUTH OF COUNTY ROAD 40(190TH AVENUE NORTH), 56.7 FT (17.3 M)
 DQ1929'NORTH OF A FIELD ENTRANCE, 1.5 FT (0.5 M) WEST OF A WITNESS POST.
 DQ1929'
 DQ1929'NOTE - THE STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM
 DQ1929'ROD DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION REMOVABLE
 DQ1929'DISK SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH
 DQ1929'PVC PIPE BACK FILLED WITH WASHED SAND.
 DQ1929
 DQ1929                          STATION RECOVERY (2023)
 DQ1929
 DQ1929'RECOVERY NOTE BY MN DEPT OF TRANSP 2023 (MPP)
 DQ1929'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 SL1180 ***********************************************************************
 SL1180  DESIGNATION -  1410 D RESET
 SL1180  PID         -  SL1180
 SL1180  STATE/COUNTY-  MN/CLAY
 SL1180  COUNTRY     -  US
 SL1180  USGS QUAD   -  BORUP (2019)
 SL1180
 SL1180                         *CURRENT SURVEY CONTROL
 SL1180  ______________________________________________________________________
 SL1180* NAD 83(1986) POSITION- 47 09 00.     (N) 096 30 00.     (W)   SCALED
 SL1180* NAVD 88 ORTHO HEIGHT -   277.675 (meters)      911.01  (feet) ADJUSTED
 SL1180  ______________________________________________________________________
 SL1180  GEOID HEIGHT    -        -26.593 (meters)                     GEOID18
 SL1180  DYNAMIC HEIGHT  -        277.712 (meters)      911.13  (feet) COMP
 SL1180  MODELED GRAVITY -    980,739.6   (mgal)                       NAVD 88
 SL1180
 SL1180  VERT ORDER      -  SECOND    CLASS I
 SL1180
 SL1180.The horizontal coordinates were scaled from a map and have
 SL1180.an estimated accuracy of +/- 6 seconds.
 SL1180
 SL1180.The orthometric height was determined by differential leveling and
 SL1180.adjusted by the NATIONAL GEODETIC SURVEY
 SL1180.in August 2019.
 SL1180
 SL1180.Significant digits in the geoid height do not necessarily reflect accuracy.
 SL1180.GEOID18 height accuracy estimate available here.
 SL1180
 SL1180.Click photographs - Photos may exist for this station.
 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     -   341,400.      629,370.      MT  (+/- 180 meters Scaled)
 SL1180
 SL1180_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPT895248(NAD 83)
 SL1180
 SL1180                          SUPERSEDED SURVEY CONTROL
 SL1180
 SL1180  NAVD 88 (06/15/91)  277.726  (m)          911.17   (f) SUPERSEDED  1 2
 SL1180
 SL1180.Superseded values are not recommended for survey control.
 SL1180
 SL1180.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SL1180.See file dsdata.pdf to determine how the superseded data were derived.
 SL1180
 SL1180_MARKER: DV = VERTICAL CONTROL DISK
 SL1180_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 SL1180_SP_SET: CULVERT
 SL1180_STAMPING: 1410 D RESET
 SL1180_MARK LOGO: MNHD
 SL1180_MAGNETIC: N = NO MAGNETIC MATERIAL
 SL1180_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SL1180+STABILITY: SURFACE MOTION
 SL1180_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 SL1180+SATELLITE: SATELLITE OBSERVATIONS - May 29, 2014
 SL1180
 SL1180  HISTORY     - Date     Condition        Report By
 SL1180  HISTORY     - 19800401 MONUMENTED       MNHD
 SL1180  HISTORY     - 1982     GOOD             NGS
 SL1180  HISTORY     - 20110426 GOOD             MNDT
 SL1180  HISTORY     - 20140529 GOOD             MNDT
 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.
 SL1180
 SL1180                          STATION RECOVERY (2011)
 SL1180
 SL1180'RECOVERY NOTE BY MN DEPT OF TRANSP 2011 (TH)
 SL1180'2.01 MI (3.2 KM) SOUTHEAST OF BORUP, TOP OF SOUTH END OF EAST HEADWALL
 SL1180'OF TRUNK HIGHWAY 9 DOUBLE BOX CULVERT, 2.0 MI (3.2 KM) SOUTH ALONG
 SL1180'TRUNK HIGHWAY 9  FROM THE JUNCTION OF TRUNK HIGHWAY 9 AND COUNTY ROAD
 SL1180'39 AT BORUP, AT TRUNK HIGHWAY 9 MILE POINT 182.8, 41.4 FT (12.6 M)
 SL1180'EAST OF TRUNK HIGHWAY 9, 59 FT (18.0 M) SOUTH OF EAST-WEST TOWNSHIP
 SL1180'ROAD ALONG NORMAN-CLAY COUNTY LINE.
 SL1180
 SL1180                          STATION RECOVERY (2014)
 SL1180
 SL1180'RECOVERY NOTE BY MN DEPT OF TRANSP 2014 (JAM)
 SL1180'2.01 MI (3.2 KM) SOUTHEAST OF BORUP, IN CULVERT HEADWALL IN SOUTHEAST
 SL1180'CORNER OF TRUNK HIGHWAY 9 DOUBLE BOX CULVERT NUMBER 8779, 2.0 MI (3.2
 SL1180'KM) SOUTH ALONG TRUNK HIGHWAY 9  FROM THE JUNCTION OF TRUNK HIGHWAY 9
 SL1180'AND COUNTY ROAD 39 AT BORUP, AT TRUNK HIGHWAY 9 MILE POINT 182.8, 41.4
 SL1180'FT (12.6 M) EAST OF TRUNK HIGHWAY 9, 59 FT (18.0 M) SOUTH OF 210TH
 SL1180'AVENUE/ NORMAN-CLAY COUNTY LINE.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 SL1178 ***********************************************************************
 SL1178  DESIGNATION -  1410 E RESET
 SL1178  PID         -  SL1178
 SL1178  STATE/COUNTY-  MN/CLAY
 SL1178  COUNTRY     -  US
 SL1178  USGS QUAD   -  BORUP (2019)
 SL1178
 SL1178                         *CURRENT SURVEY CONTROL
 SL1178  ______________________________________________________________________
 SL1178* NAD 83(1986) POSITION- 47 08 06.     (N) 096 30 00.     (W)   SCALED
 SL1178* NAVD 88 ORTHO HEIGHT -   278.241 (meters)      912.86  (feet) ADJUSTED
 SL1178  ______________________________________________________________________
 SL1178  GEOID HEIGHT    -        -26.579 (meters)                     GEOID18
 SL1178  DYNAMIC HEIGHT  -        278.278 (meters)      912.98  (feet) COMP
 SL1178  MODELED GRAVITY -    980,739.0   (mgal)                       NAVD 88
 SL1178
 SL1178  VERT ORDER      -  SECOND    CLASS I
 SL1178
 SL1178.The horizontal coordinates were scaled from a map and have
 SL1178.an estimated accuracy of +/- 6 seconds.
 SL1178
 SL1178.The orthometric height was determined by differential leveling and
 SL1178.adjusted by the NATIONAL GEODETIC SURVEY
 SL1178.in August 2019.
 SL1178
 SL1178.Significant digits in the geoid height do not necessarily reflect accuracy.
 SL1178.GEOID18 height accuracy estimate available here.
 SL1178
 SL1178.Click photographs - Photos may exist for this station.
 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     -   339,730.      629,330.      MT  (+/- 180 meters Scaled)
 SL1178
 SL1178_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPT895231(NAD 83)
 SL1178
 SL1178                          SUPERSEDED SURVEY CONTROL
 SL1178
 SL1178  NAVD 88 (06/15/91)  278.306  (m)          913.08   (f) SUPERSEDED  1 2
 SL1178
 SL1178.Superseded values are not recommended for survey control.
 SL1178
 SL1178.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SL1178.See file dsdata.pdf to determine how the superseded data were derived.
 SL1178
 SL1178_MARKER: DV = VERTICAL CONTROL DISK
 SL1178_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 SL1178_SP_SET: CULVERT
 SL1178_STAMPING: 1410 E RESET
 SL1178_MARK LOGO: MNHD
 SL1178_MAGNETIC: N = NO MAGNETIC MATERIAL
 SL1178_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SL1178+STABILITY: SURFACE MOTION
 SL1178_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 SL1178+SATELLITE: SATELLITE OBSERVATIONS - May 29, 2014
 SL1178
 SL1178  HISTORY     - Date     Condition        Report By
 SL1178  HISTORY     - 19800401 MONUMENTED       MNHD
 SL1178  HISTORY     - 1982     GOOD             NGS
 SL1178  HISTORY     - 20140529 GOOD             MNDT
 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.
 SL1178
 SL1178                          STATION RECOVERY (2014)
 SL1178
 SL1178'RECOVERY NOTE BY MN DEPT OF TRANSP 2014 (JAM)
 SL1178'3.0 MI (4.8 KM) SOUTH OF BORUP, IN CULVERT HEADWALL IN SOUTHEAST
 SL1178'CORNER OF TRUNK HIGHWAY 9 DOUBLE BOX CULVERT NUMBER 8778, 3.0 MI (4.8
 SL1178'KM) SOUTH ALONG TRUNK HIGHWAY 9  FROM THE JUNCTION OF TRUNK HIGHWAY 9
 SL1178'AND COUNTY ROAD 39 IN FELTON, AT TRUNK HIGHWAY 9 MILE POINT 181.8,
 SL1178'44.6 FT (13.6 M) EAST OF TRUNK HIGHWAY 9, 66.0 FT (20.1 M) SOUTH OF
 SL1178'200TH AVENUE NORTH.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 SL1177 ***********************************************************************
 SL1177  DESIGNATION -  1410 F RESET
 SL1177  PID         -  SL1177
 SL1177  STATE/COUNTY-  MN/CLAY
 SL1177  COUNTRY     -  US
 SL1177  USGS QUAD   -  FELTON (2019)
 SL1177
 SL1177                         *CURRENT SURVEY CONTROL
 SL1177  ______________________________________________________________________
 SL1177* NAD 83(1986) POSITION- 47 07 19.04   (N) 096 30 02.27   (W)   HD_HELD1
 SL1177* NAVD 88 ORTHO HEIGHT -   278.254 (meters)      912.91  (feet) ADJUSTED
 SL1177  ______________________________________________________________________
 SL1177  GEOID HEIGHT    -        -26.567 (meters)                     GEOID18
 SL1177  DYNAMIC HEIGHT  -        278.291 (meters)      913.03  (feet) COMP
 SL1177  MODELED GRAVITY -    980,738.1   (mgal)                       NAVD 88
 SL1177
 SL1177  VERT ORDER      -  SECOND    CLASS I
 SL1177
 SL1177.The horizontal coordinates were determined by differentially corrected
 SL1177.hand held GPS observations or other comparable positioning techniques
 SL1177.and have an estimated accuracy of +/- 3 meters.
 SL1177
 SL1177.The orthometric height was determined by differential leveling and
 SL1177.adjusted by the NATIONAL GEODETIC SURVEY
 SL1177.in August 2019.
 SL1177
 SL1177.Significant digits in the geoid height do not necessarily reflect accuracy.
 SL1177.GEOID18 height accuracy estimate available here.
 SL1177
 SL1177.Click photographs - Photos may exist for this station.
 SL1177
 SL1177.The dynamic height is computed by dividing the NAVD 88
 SL1177.geopotential number by the normal gravity value computed on the
 SL1177.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SL1177.degrees latitude (g = 980.6199 gals.).
 SL1177
 SL1177.The modeled gravity was interpolated from observed gravity values.
 SL1177
 SL1177;                    North         East    Units  Estimated Accuracy
 SL1177;SPC MN C     -   338,284.7     629,236.1     MT  (+/- 3 meters HH1 GPS) 
 SL1177
 SL1177_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPT8957821747(NAD 83)
 SL1177
 SL1177                          SUPERSEDED SURVEY CONTROL
 SL1177
 SL1177  NAVD 88 (06/15/91)  278.307  (m)          913.08   (f) SUPERSEDED  1 2
 SL1177
 SL1177.Superseded values are not recommended for survey control.
 SL1177
 SL1177.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SL1177.See file dsdata.pdf to determine how the superseded data were derived.
 SL1177
 SL1177_MARKER: DV = VERTICAL CONTROL DISK
 SL1177_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 SL1177_SP_SET: CULVERT
 SL1177_STAMPING: 1410 F RESET
 SL1177_MARK LOGO: MNHD
 SL1177_MAGNETIC: N = NO MAGNETIC MATERIAL
 SL1177_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SL1177+STABILITY: SURFACE MOTION
 SL1177_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 SL1177+SATELLITE: SATELLITE OBSERVATIONS - May 29, 2014
 SL1177
 SL1177  HISTORY     - Date     Condition        Report By
 SL1177  HISTORY     - 19800401 MONUMENTED       MNHD
 SL1177  HISTORY     - 1982     GOOD             NGS
 SL1177  HISTORY     - 20110427 GOOD             MNDT
 SL1177  HISTORY     - 20140529 GOOD             MNDT
 SL1177
 SL1177                          STATION DESCRIPTION
 SL1177
 SL1177'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 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.  IT IS ABOUT LEVEL WITH THE HIGHWAY.
 SL1177
 SL1177                          STATION RECOVERY (2011)
 SL1177
 SL1177'RECOVERY NOTE BY MN DEPT OF TRANSP 2011 (TH)
 SL1177'2.85 MI (4.6 KM) NORTH OF FELTON, IN SOUTH END OF EAST HEADWALL OF
 SL1177'TRUNK HIGHWAY 9 DOUBLE BOX CULVERT, 3.05 MI (4.9 KM) NORTH ALONG TRUNK
 SL1177'HIGHWAY 9  FROM THE JUNCTION OF TRUNK HIGHWAY 9 AND COUNTY ROAD 34 AT
 SL1177'FELTON, AT TRUNK HIGHWAY 9 MILE POINT 180.8, 41.0 FT (12.5 M) EAST OF
 SL1177'TRUNK HIGHWAY 9, 68 FT (20.7 M) SOUTH OF COUNTY ROAD 40 EAST.
 SL1177
 SL1177                          STATION RECOVERY (2014)
 SL1177
 SL1177'RECOVERY NOTE BY MN DEPT OF TRANSP 2014 (MAS)
 SL1177'2.85 MI (4.6 KM) NORTH OF FELTON, IN CULVERT HEADWALL IN SOUTHEAST
 SL1177'CORNER OF TRUNK HIGHWAY 9 DOUBLE BOX CULVERT, 3.05 MI (4.9 KM) NORTH
 SL1177'ALONG TRUNK HIGHWAY 9  FROM THE JUNCTION OF TRUNK HIGHWAY 9 AND COUNTY
 SL1177'ROAD 34 AT FELTON, AT TRUNK HIGHWAY 9 MILE POINT 180.8, 41.0 FT (12.5
 SL1177'M) EAST OF TRUNK HIGHWAY 9, 68 FT (20.7 M) SOUTH OF COUNTY ROAD 40
 SL1177'EAST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 SL1175 ***********************************************************************
 SL1175  DESIGNATION -  1410 G RESET
 SL1175  PID         -  SL1175
 SL1175  STATE/COUNTY-  MN/CLAY
 SL1175  COUNTRY     -  US
 SL1175  USGS QUAD   -  FELTON (2019)
 SL1175
 SL1175                         *CURRENT SURVEY CONTROL
 SL1175  ______________________________________________________________________
 SL1175* NAD 83(1986) POSITION- 47 05 30.     (N) 096 30 00.     (W)   SCALED
 SL1175* NAVD 88 ORTHO HEIGHT -   278.695 (meters)      914.35  (feet) ADJUSTED
 SL1175  ______________________________________________________________________
 SL1175  GEOID HEIGHT    -        -26.547 (meters)                     GEOID18
 SL1175  DYNAMIC HEIGHT  -        278.731 (meters)      914.47  (feet) COMP
 SL1175  MODELED GRAVITY -    980,734.9   (mgal)                       NAVD 88
 SL1175
 SL1175  VERT ORDER      -  SECOND    CLASS I
 SL1175
 SL1175.The horizontal coordinates were scaled from a map and have
 SL1175.an estimated accuracy of +/- 6 seconds.
 SL1175
 SL1175.The orthometric height was determined by differential leveling and
 SL1175.adjusted by the NATIONAL GEODETIC SURVEY
 SL1175.in August 2019.
 SL1175
 SL1175.Significant digits in the geoid height do not necessarily reflect accuracy.
 SL1175.GEOID18 height accuracy estimate available here.
 SL1175
 SL1175.Click photographs - Photos may exist for this station.
 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     -   334,920.      629,190.      MT  (+/- 180 meters Scaled)
 SL1175
 SL1175_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPT897183(NAD 83)
 SL1175
 SL1175                          SUPERSEDED SURVEY CONTROL
 SL1175
 SL1175  NAVD 88 (06/15/91)  278.752  (m)          914.54   (f) SUPERSEDED  1 2
 SL1175
 SL1175.Superseded values are not recommended for survey control.
 SL1175
 SL1175.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SL1175.See file dsdata.pdf to determine how the superseded data were derived.
 SL1175
 SL1175_MARKER: DV = VERTICAL CONTROL DISK
 SL1175_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 SL1175_SP_SET: CULVERT
 SL1175_STAMPING: 1410 G RESET
 SL1175_MARK LOGO: MNHD
 SL1175_MAGNETIC: N = NO MAGNETIC MATERIAL
 SL1175_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SL1175+STABILITY: SURFACE MOTION
 SL1175_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 SL1175+SATELLITE: SATELLITE OBSERVATIONS - May 29, 2014
 SL1175
 SL1175  HISTORY     - Date     Condition        Report By
 SL1175  HISTORY     - 19800401 MONUMENTED       MNHD
 SL1175  HISTORY     - 1982     GOOD             NGS
 SL1175  HISTORY     - 20140529 GOOD             MNDT
 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.
 SL1175
 SL1175                          STATION RECOVERY (2014)
 SL1175
 SL1175'RECOVERY NOTE BY MN DEPT OF TRANSP 2014 (MAS)
 SL1175'0.9 MI (1.4 KM) NORTH OF FELTON, IN CULVERT HEADWALL IN SOUTHEAST
 SL1175'CORNER OF TRUNK HIGHWAY 9 DOUBLE BOX CULVERT NUMBER 8776, 1.0 MI (1.6
 SL1175'KM) NORTH ALONG TRUNK HIGHWAY 9  FROM THE JUNCTION OF TRUNK HIGHWAY 9
 SL1175'AND COUNTY ROAD 34 IN FELTON, AT TRUNK HIGHWAY 9 MILE POINT 178.75,
 SL1175'38.0 FT (11.6 M) EAST OF TRUNK HIGHWAY 9, 66.0 FT (20.1 M) SOUTH OF
 SL1175'170TH AVENUE NORTH.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 SL1173 ***********************************************************************
 SL1173  DESIGNATION -  1410 H RESET
 SL1173  PID         -  SL1173
 SL1173  STATE/COUNTY-  MN/CLAY
 SL1173  COUNTRY     -  US
 SL1173  USGS QUAD   -  FELTON (2019)
 SL1173
 SL1173                         *CURRENT SURVEY CONTROL
 SL1173  ______________________________________________________________________
 SL1173* NAD 83(1986) POSITION- 47 03 49.9    (N) 096 30 02.1    (W)   HD_HELD2
 SL1173* NAVD 88 ORTHO HEIGHT -   280.110 (meters)      918.99  (feet) ADJUSTED
 SL1173  ______________________________________________________________________
 SL1173  GEOID HEIGHT    -        -26.544 (meters)                     GEOID18
 SL1173  DYNAMIC HEIGHT  -        280.145 (meters)      919.11  (feet) COMP
 SL1173  MODELED GRAVITY -    980,730.9   (mgal)                       NAVD 88
 SL1173
 SL1173  VERT ORDER      -  SECOND    CLASS I
 SL1173
 SL1173.The horizontal coordinates were established by autonomous hand held GPS
 SL1173.observations and have an estimated accuracy of +/- 10 meters.
 SL1173
 SL1173.The orthometric height was determined by differential leveling and
 SL1173.adjusted by the NATIONAL GEODETIC SURVEY
 SL1173.in August 2019.
 SL1173
 SL1173.Significant digits in the geoid height do not necessarily reflect accuracy.
 SL1173.GEOID18 height accuracy estimate available here.
 SL1173
 SL1173.Click photographs - Photos may exist for this station.
 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     -   331,829.      629,056.      MT  (+/- 10 meters HH2 GPS)
 SL1173
 SL1173_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPT8978815292(NAD 83)
 SL1173
 SL1173                          SUPERSEDED SURVEY CONTROL
 SL1173
 SL1173  NAVD 88 (06/15/91)  280.182  (m)          919.23   (f) SUPERSEDED  1 2
 SL1173
 SL1173.Superseded values are not recommended for survey control.
 SL1173
 SL1173.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SL1173.See file dsdata.pdf to determine how the superseded data were derived.
 SL1173
 SL1173_MARKER: DV = VERTICAL CONTROL DISK
 SL1173_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 SL1173_SP_SET: CULVERT
 SL1173_STAMPING: 1410 H RESET
 SL1173_MARK LOGO: MNHD
 SL1173_MAGNETIC: N = NO MAGNETIC MATERIAL
 SL1173_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SL1173+STABILITY: SURFACE MOTION
 SL1173_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 SL1173+SATELLITE: SATELLITE OBSERVATIONS - May 28, 2014
 SL1173
 SL1173  HISTORY     - Date     Condition        Report By
 SL1173  HISTORY     - 19800401 MONUMENTED       MNHD
 SL1173  HISTORY     - 1982     GOOD             NGS
 SL1173  HISTORY     - 20140528 GOOD             MNDT
 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.
 SL1173
 SL1173                          STATION RECOVERY (2014)
 SL1173
 SL1173'RECOVERY NOTE BY MN DEPT OF TRANSP 2014 (KMS)
 SL1173'1.2 MI (1.9 KM) SOUTH OF FELTON, IN CULVERT HEADWALL IN SOUTHEAST
 SL1173'CORNER OF TRUNK HIGHWAY 9 DOUBLE BOX CULVERT NUMBER 8775, 1.05 MI (1.7
 SL1173'KM) SOUTH ALONG TRUNK HIGHWAY 9  FROM THE JUNCTION OF TRUNK HIGHWAY 9
 SL1173'AND COUNTY ROAD 34 IN FELTON, AT TRUNK HIGHWAY 9 MILE POINT 176.70,
 SL1173'36.0 FT (11.0 M) EAST OF TRUNK HIGHWAY 9, 85 FT (25.9 M) SOUTH OF THE
 SL1173'SOUTHWEST CORNER OF FELTON CEMETERY, 28 FT (8.5 M) SOUTH OF A DITCH.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 SL1171 ***********************************************************************
 SL1171  DESIGNATION -  1410 I RESET
 SL1171  PID         -  SL1171
 SL1171  STATE/COUNTY-  MN/CLAY
 SL1171  COUNTRY     -  US
 SL1171  USGS QUAD   -  FELTON (2019)
 SL1171
 SL1171                         *CURRENT SURVEY CONTROL
 SL1171  ______________________________________________________________________
 SL1171* NAD 83(1986) POSITION- 47 01 54.     (N) 096 30 00.     (W)   SCALED
 SL1171* NAVD 88 ORTHO HEIGHT -   281.946 (meters)      925.02  (feet) ADJUSTED
 SL1171  ______________________________________________________________________
 SL1171  GEOID HEIGHT    -        -26.555 (meters)                     GEOID18
 SL1171  DYNAMIC HEIGHT  -        281.980 (meters)      925.13  (feet) COMP
 SL1171  MODELED GRAVITY -    980,726.5   (mgal)                       NAVD 88
 SL1171
 SL1171  VERT ORDER      -  SECOND    CLASS I
 SL1171
 SL1171.The horizontal coordinates were scaled from a map and have
 SL1171.an estimated accuracy of +/- 6 seconds.
 SL1171
 SL1171.The orthometric height was determined by differential leveling and
 SL1171.adjusted by the NATIONAL GEODETIC SURVEY
 SL1171.in August 2019.
 SL1171
 SL1171.Significant digits in the geoid height do not necessarily reflect accuracy.
 SL1171.GEOID18 height accuracy estimate available here.
 SL1171
 SL1171.Click photographs - Photos may exist for this station.
 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     -   328,250.      629,000.      MT  (+/- 180 meters Scaled)
 SL1171
 SL1171_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPT899117(NAD 83)
 SL1171
 SL1171                          SUPERSEDED SURVEY CONTROL
 SL1171
 SL1171  NAVD 88 (06/15/91)  281.999  (m)          925.19   (f) SUPERSEDED  1 2
 SL1171
 SL1171.Superseded values are not recommended for survey control.
 SL1171
 SL1171.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SL1171.See file dsdata.pdf to determine how the superseded data were derived.
 SL1171
 SL1171_MARKER: DV = VERTICAL CONTROL DISK
 SL1171_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 SL1171_SP_SET: CULVERT
 SL1171_STAMPING: 1410 I RESET
 SL1171_MARK LOGO: MNHD
 SL1171_MAGNETIC: N = NO MAGNETIC MATERIAL
 SL1171_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SL1171+STABILITY: SURFACE MOTION
 SL1171_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 SL1171+SATELLITE: SATELLITE OBSERVATIONS - May 28, 2014
 SL1171
 SL1171  HISTORY     - Date     Condition        Report By
 SL1171  HISTORY     - 19800401 MONUMENTED       MNHD
 SL1171  HISTORY     - 1982     GOOD             NGS
 SL1171  HISTORY     - 20140528 GOOD             MNDT
 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.
 SL1171
 SL1171                          STATION RECOVERY (2014)
 SL1171
 SL1171'RECOVERY NOTE BY MN DEPT OF TRANSP 2014 (KMS)
 SL1171'3.25 MI (5.2 KM) SOUTHEAST OF FELTON, IN CULVERT HEADWALL IN SOUTHEAST
 SL1171'CORNER OF TRUNK HIGHWAY 9 DOUBLE BOX CULVERT NUMBER 8774 AT COUNTY
 SL1171'DITCH 45, 3.1 MI (5.0 KM) SOUTH ALONG TRUNK HIGHWAY 9  FROM THE
 SL1171'JUNCTION OF TRUNK HIGHWAY 9 AND COUNTY ROAD 34 IN FELTON, AT TRUNK
 SL1171'HIGHWAY 9 MILE POINT 174.6, 36.0 FT (11.0 M) EAST OF TRUNK HIGHWAY 9,
 SL1171'12 FT (3.7 M) SOUTH OF A DITCH.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 SL1170 ***********************************************************************
 SL1170  DESIGNATION -  1410 J RESET
 SL1170  PID         -  SL1170
 SL1170  STATE/COUNTY-  MN/CLAY
 SL1170  COUNTRY     -  US
 SL1170  USGS QUAD   -  FELTON (2019)
 SL1170
 SL1170                         *CURRENT SURVEY CONTROL
 SL1170  ______________________________________________________________________
 SL1170* NAD 83(1986) POSITION- 47 01 12.     (N) 096 30 00.     (W)   SCALED
 SL1170* NAVD 88 ORTHO HEIGHT -   282.654 (meters)      927.34  (feet) ADJUSTED
 SL1170  ______________________________________________________________________
 SL1170  GEOID HEIGHT    -        -26.561 (meters)                     GEOID18
 SL1170  DYNAMIC HEIGHT  -        282.687 (meters)      927.45  (feet) COMP
 SL1170  MODELED GRAVITY -    980,724.5   (mgal)                       NAVD 88
 SL1170
 SL1170  VERT ORDER      -  SECOND    CLASS I
 SL1170
 SL1170.The horizontal coordinates were scaled from a map and have
 SL1170.an estimated accuracy of +/- 6 seconds.
 SL1170
 SL1170.The orthometric height was determined by differential leveling and
 SL1170.adjusted by the NATIONAL GEODETIC SURVEY
 SL1170.in August 2019.
 SL1170
 SL1170.Significant digits in the geoid height do not necessarily reflect accuracy.
 SL1170.GEOID18 height accuracy estimate available here.
 SL1170
 SL1170.Click photographs - Photos may exist for this station.
 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     -   326,950.      628,960.      MT  (+/- 180 meters Scaled)
 SL1170
 SL1170_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPT899104(NAD 83)
 SL1170
 SL1170                          SUPERSEDED SURVEY CONTROL
 SL1170
 SL1170  NAVD 88 (06/15/91)  282.703  (m)          927.50   (f) SUPERSEDED  1 2
 SL1170
 SL1170.Superseded values are not recommended for survey control.
 SL1170
 SL1170.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SL1170.See file dsdata.pdf to determine how the superseded data were derived.
 SL1170
 SL1170_MARKER: DV = VERTICAL CONTROL DISK
 SL1170_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 SL1170_SP_SET: CULVERT
 SL1170_STAMPING: 1410 J RESET
 SL1170_MARK LOGO: MNHD
 SL1170_MAGNETIC: N = NO MAGNETIC MATERIAL
 SL1170_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SL1170+STABILITY: SURFACE MOTION
 SL1170_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 SL1170+SATELLITE: SATELLITE OBSERVATIONS - May 28, 2014
 SL1170
 SL1170  HISTORY     - Date     Condition        Report By
 SL1170  HISTORY     - 19800401 MONUMENTED       MNHD
 SL1170  HISTORY     - 1982     GOOD             NGS
 SL1170  HISTORY     - 20140528 GOOD             MNDT
 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.
 SL1170
 SL1170                          STATION RECOVERY (2014)
 SL1170
 SL1170'RECOVERY NOTE BY MN DEPT OF TRANSP 2014 (KMS)
 SL1170'3.8 MI (6.1 KM) SOUTHEAST OF FELTON, IN CULVERT HEADWALL IN SOUTHEAST
 SL1170'CORNER OF TRUNK HIGHWAY 9 DOUBLE BOX CULVERT NUMBER 8773 AT COUNTY
 SL1170'DITCH 10, 4.0 MI (6.4 KM) SOUTH ALONG TRUNK HIGHWAY 9  FROM THE
 SL1170'JUNCTION OF TRUNK HIGHWAY 9 AND COUNTY ROAD 34 IN FELTON, AT TRUNK
 SL1170'HIGHWAY 9 MILE POINT 173.7, 39.0 FT (11.9 M) EAST OF TRUNK HIGHWAY 9,
 SL1170'60 FT (18.3 M) SOUTH OF EAST-WEST 120TH AVENUE NORTH.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 RP0737 ***********************************************************************
 RP0737  DESIGNATION -  1410 K RESET
 RP0737  PID         -  RP0737
 RP0737  STATE/COUNTY-  MN/CLAY
 RP0737  COUNTRY     -  US
 RP0737  USGS QUAD   -  GLYNDON NORTH (2019)
 RP0737
 RP0737                         *CURRENT SURVEY CONTROL
 RP0737  ______________________________________________________________________
 RP0737* NAD 83(1986) POSITION- 46 59 28.     (N) 096 29 59.     (W)   SCALED
 RP0737* NAVD 88 ORTHO HEIGHT -   283.988 (meters)      931.72  (feet) ADJUSTED
 RP0737  ______________________________________________________________________
 RP0737  GEOID HEIGHT    -        -26.586 (meters)                     GEOID18
 RP0737  DYNAMIC HEIGHT  -        284.020 (meters)      931.82  (feet) COMP
 RP0737  MODELED GRAVITY -    980,717.1   (mgal)                       NAVD 88
 RP0737
 RP0737  VERT ORDER      -  SECOND    CLASS I
 RP0737
 RP0737.The horizontal coordinates were scaled from a map and have
 RP0737.an estimated accuracy of +/- 6 seconds.
 RP0737
 RP0737.The orthometric height was determined by differential leveling and
 RP0737.adjusted by the NATIONAL GEODETIC SURVEY
 RP0737.in August 2019.
 RP0737
 RP0737.Significant digits in the geoid height do not necessarily reflect accuracy.
 RP0737.GEOID18 height accuracy estimate available here.
 RP0737
 RP0737.Click photographs - Photos may exist for this station.
 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     -   323,740.      628,890.      MT  (+/- 180 meters Scaled)
 RP0737
 RP0737_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPT901072(NAD 83)
 RP0737
 RP0737                          SUPERSEDED SURVEY CONTROL
 RP0737
 RP0737  NAVD 88 (06/15/91)  284.047  (m)          931.91   (f) SUPERSEDED  1 2
 RP0737
 RP0737.Superseded values are not recommended for survey control.
 RP0737
 RP0737.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RP0737.See file dsdata.pdf to determine how the superseded data were derived.
 RP0737
 RP0737_MARKER: DV = VERTICAL CONTROL DISK
 RP0737_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 RP0737_SP_SET: CULVERT
 RP0737_STAMPING: 1410 K RESET
 RP0737_MARK LOGO: MNHD
 RP0737_MAGNETIC: N = NO MAGNETIC MATERIAL
 RP0737_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RP0737+STABILITY: SURFACE MOTION
 RP0737_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 RP0737+SATELLITE: SATELLITE OBSERVATIONS - May 28, 2014
 RP0737
 RP0737  HISTORY     - Date     Condition        Report By
 RP0737  HISTORY     - 19800401 MONUMENTED       MNHD
 RP0737  HISTORY     - 1982     GOOD             NGS
 RP0737  HISTORY     - 20140528 GOOD             MNDT
 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.
 RP0737
 RP0737                          STATION RECOVERY (2014)
 RP0737
 RP0737'RECOVERY NOTE BY MN DEPT OF TRANSP 2014 (KMS)
 RP0737'5.8 MI (9.3 KM) SOUTH OF FELTON, IN CULVERT HEADWALL IN SOUTHEAST
 RP0737'CORNER OF TRUNK HIGHWAY 9 TRIPLE BOX CULVERT NUMBER 8772, 6.0 MI (9.7
 RP0737'KM) SOUTH ALONG TRUNK HIGHWAY 9  FROM THE JUNCTION OF TRUNK HIGHWAY 9
 RP0737'AND COUNTY ROAD 34 IN FELTON, AT TRUNK HIGHWAY 9 MILE POINT 171.65, AT
 RP0737'TRUNK HIGHWAY 9 STATION 1318+30, 42 FT (12.8 M) EAST OF TRUNK HIGHWAY
 RP0737'9, 69 FT (21.0 M) SOUTH OF EAST-WEST 100TH AVENUE NORTH, 36.0 FT (11.0
 RP0737'M) EAST OF TRUNK HIGHWAY 9.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DQ1939 ***********************************************************************
 DQ1939  DESIGNATION -  1410 L RESET
 DQ1939  PID         -  DQ1939
 DQ1939  STATE/COUNTY-  MN/CLAY
 DQ1939  COUNTRY     -  US
 DQ1939  USGS QUAD   -  GLYNDON NORTH (2019)
 DQ1939
 DQ1939                         *CURRENT SURVEY CONTROL
 DQ1939  ______________________________________________________________________
 DQ1939* NAD 83(1986) POSITION- 46 58 37.49   (N) 096 30 02.95   (W)   HD_HELD1
 DQ1939* NAVD 88 ORTHO HEIGHT -   284.310 (meters)      932.77  (feet) ADJUSTED
 DQ1939  ______________________________________________________________________
 DQ1939  GEOID HEIGHT    -        -26.606 (meters)                     GEOID18
 DQ1939  DYNAMIC HEIGHT  -        284.340 (meters)      932.87  (feet) COMP
 DQ1939  MODELED GRAVITY -    980,710.7   (mgal)                       NAVD 88
 DQ1939
 DQ1939  VERT ORDER      -  SECOND    CLASS I
 DQ1939
 DQ1939.The horizontal coordinates were determined by differentially corrected
 DQ1939.hand held GPS observations or other comparable positioning techniques
 DQ1939.and have an estimated accuracy of +/- 3 meters.
 DQ1939
 DQ1939.The orthometric height was determined by differential leveling and
 DQ1939.adjusted by the NATIONAL GEODETIC SURVEY
 DQ1939.in August 2019.
 DQ1939
 DQ1939.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ1939.GEOID18 height accuracy estimate available here.
 DQ1939
 DQ1939.Click photographs - Photos may exist for this station.
 DQ1939
 DQ1939.The dynamic height is computed by dividing the NAVD 88
 DQ1939.geopotential number by the normal gravity value computed on the
 DQ1939.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ1939.degrees latitude (g = 980.6199 gals.).
 DQ1939
 DQ1939.The modeled gravity was interpolated from observed gravity values.
 DQ1939
 DQ1939;                    North         East    Units  Estimated Accuracy
 DQ1939;SPC MN C     -   322,185.5     628,764.1     MT  (+/- 3 meters HH1 GPS) 
 DQ1939
 DQ1939_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPT9007805648(NAD 83)
 DQ1939
 DQ1939                          SUPERSEDED SURVEY CONTROL
 DQ1939
 DQ1939.No superseded survey control is available for this station.
 DQ1939
 DQ1939_MARKER: DV = VERTICAL CONTROL DISK
 DQ1939_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 DQ1939_SP_SET: CULVERT
 DQ1939_STAMPING: 1410 L RESET
 DQ1939_MARK LOGO: MNHD
 DQ1939_MAGNETIC: N = NO MAGNETIC MATERIAL
 DQ1939_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DQ1939+STABILITY: SURFACE MOTION
 DQ1939_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DQ1939+SATELLITE: SATELLITE OBSERVATIONS - May 07, 2014
 DQ1939
 DQ1939  HISTORY     - Date     Condition        Report By
 DQ1939  HISTORY     - 19800401 MONUMENTED       MNHD
 DQ1939  HISTORY     - 20140507 GOOD             MNDT
 DQ1939
 DQ1939                          STATION DESCRIPTION
 DQ1939
 DQ1939'DESCRIBED BY MN DEPT OF TRANSP 2014 (KMS)
 DQ1939'THE STATION IS LOCATED ABOUT 11.0 MI (17.7 KM) NORTHWEST OF HAWLEY,
 DQ1939'7.9 MI (12.7 KM) NORTH-NORTHEAST OF GLYNDON AND 7.0 MI (11.3 KM) SOUTH
 DQ1939'OF FELTON.
 DQ1939'
 DQ1939'TO REACH THE MARK IN CULVERT HEADWALL IN SOUTHEAST CORNER OF TRUNK
 DQ1939'HIGHWAY 9 BOX CULVERT, 7.0 MI (11.3 KM) SOUTH ALONG TRUNK HIGHWAY 9
 DQ1939'FROM THE JUNCTION OF TRUNK HIGHWAY 9 AND COUNTY ROAD 34 IN FELTON, AT
 DQ1939'TRUNK HIGHWAY 9 MILE POINT 170.75.
 DQ1939'
 DQ1939'THE MARK IS LOCATED 41.0 FT (12.5 M) EAST OF TRUNK HIGHWAY 9, 70 FT
 DQ1939'(21.3 M) SOUTH OF COUNTY ROAD 26.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DG7145 ***********************************************************************
 DG7145  DESIGNATION -  1410 M
 DG7145  PID         -  DG7145
 DG7145  STATE/COUNTY-  MN/CLAY
 DG7145  COUNTRY     -  US
 DG7145  USGS QUAD   -  GLYNDON NORTH (2019)
 DG7145
 DG7145                         *CURRENT SURVEY CONTROL
 DG7145  ______________________________________________________________________
 DG7145* NAD 83(1986) POSITION- 46 52 46.23   (N) 096 30 18.91   (W)   HD_HELD1
 DG7145* NAVD 88 ORTHO HEIGHT -   288.453 (meters)      946.37  (feet) ADJUSTED
 DG7145  ______________________________________________________________________
 DG7145  GEOID HEIGHT    -        -26.726 (meters)                     GEOID18
 DG7145  DYNAMIC HEIGHT  -        288.475 (meters)      946.44  (feet) COMP
 DG7145  MODELED GRAVITY -    980,681.0   (mgal)                       NAVD 88
 DG7145
 DG7145  VERT ORDER      -  SECOND    CLASS I
 DG7145
 DG7145.The horizontal coordinates were determined by differentially corrected
 DG7145.hand held GPS observations or other comparable positioning techniques
 DG7145.and have an estimated accuracy of +/- 3 meters.
 DG7145
 DG7145.The orthometric height was determined by differential leveling and
 DG7145.adjusted by the NATIONAL GEODETIC SURVEY
 DG7145.in August 2019.
 DG7145
 DG7145.Significant digits in the geoid height do not necessarily reflect accuracy.
 DG7145.GEOID18 height accuracy estimate available here.
 DG7145
 DG7145.Click photographs - Photos may exist for this station.
 DG7145
 DG7145.The dynamic height is computed by dividing the NAVD 88
 DG7145.geopotential number by the normal gravity value computed on the
 DG7145.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DG7145.degrees latitude (g = 980.6199 gals.).
 DG7145
 DG7145.The modeled gravity was interpolated from observed gravity values.
 DG7145
 DG7145;                    North         East    Units  Estimated Accuracy
 DG7145;SPC MN C     -   311,352.8     628,118.1     MT  (+/- 3 meters HH1 GPS) 
 DG7145
 DG7145_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPS9008694796(NAD 83)
 DG7145
 DG7145                          SUPERSEDED SURVEY CONTROL
 DG7145
 DG7145  NAVD 88 (12/15/04)  288.512  (m)          946.56   (f) SUPERSEDED  2 1
 DG7145
 DG7145.Superseded values are not recommended for survey control.
 DG7145
 DG7145.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG7145.See file dsdata.pdf to determine how the superseded data were derived.
 DG7145
 DG7145_MARKER: DV = VERTICAL CONTROL DISK
 DG7145_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DG7145_SP_SET: BRIDGE ABUTMENT
 DG7145_STAMPING: 1410 M 1979
 DG7145_MARK LOGO: MNHD
 DG7145_MAGNETIC: N = NO MAGNETIC MATERIAL
 DG7145_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DG7145_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DG7145+SATELLITE: SATELLITE OBSERVATIONS - June 14, 2022
 DG7145
 DG7145  HISTORY     - Date     Condition        Report By
 DG7145  HISTORY     - 19790401 MONUMENTED       MNHD
 DG7145  HISTORY     - 20010404 GOOD             MNDT
 DG7145  HISTORY     - 20050413 GOOD             MNDT
 DG7145  HISTORY     - 20060907 GOOD             GEOCAC
 DG7145  HISTORY     - 20140507 GOOD             MNDT
 DG7145  HISTORY     - 20140528 GOOD             MNDT
 DG7145  HISTORY     - 20220614 GOOD             MNDT
 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'RECOVERED IN GOOD CONDITION.
 DG7145
 DG7145                          STATION RECOVERY (2014)
 DG7145
 DG7145'RECOVERY NOTE BY MN DEPT OF TRANSP 2014 (KMS)
 DG7145'RECOVERED AS DESCRIBED.
 DG7145
 DG7145                          STATION RECOVERY (2014)
 DG7145
 DG7145'RECOVERY NOTE BY MN DEPT OF TRANSP 2014 (MAS)
 DG7145'3.5 MI (5.6 KM) EAST OF GLYNDON, IN BRIDGE ABUTMENT IN SOUTHEAST
 DG7145'CORNER OF TRUNK HIGHWAY 9 BRIDGE NUMBER 14005 OVER BUFFALO RIVER, 0.30
 DG7145'MI (0.5 KM) NORTH ALONG TRUNK HIGHWAY 9  FROM THE JUNCTION OF TRUNK
 DG7145'HIGHWAY 9 AND TRUNK HIGHWAY 10 (JUNCTION IS ABOUT 3.5 MI (5.6 KM) EAST
 DG7145'OF GLYNDON), AT TRUNK HIGHWAY 9 MILE POINT 163.95, 26.0 FT (7.9 M)
 DG7145'EAST OF TRUNK HIGHWAY 9.
 DG7145
 DG7145                          STATION RECOVERY (2022)
 DG7145
 DG7145'RECOVERY NOTE BY MN DEPT OF TRANSP 2022 (KMS)
 DG7145'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DP7339 ***********************************************************************
 DP7339  DESIGNATION -  1410 N
 DP7339  PID         -  DP7339
 DP7339  STATE/COUNTY-  MN/CLAY
 DP7339  COUNTRY     -  US
 DP7339  USGS QUAD   -  GLYNDON NORTH (2019)
 DP7339
 DP7339                         *CURRENT SURVEY CONTROL
 DP7339  ______________________________________________________________________
 DP7339* NAD 83(2011) POSITION- 46 55 13.19669(N) 096 30 21.62754(W)   ADJUSTED
 DP7339* NAD 83(2011) ELLIP HT-   258.438 (meters)        (05/15/15)   ADJUSTED
 DP7339* NAD 83(2011) EPOCH   -  2010.00
 DP7339* NAVD 88 ORTHO HEIGHT -   285.077 (meters)      935.29  (feet) ADJUSTED
 DP7339  ______________________________________________________________________
 DP7339  GEOID HEIGHT    -        -26.695 (meters)                     GEOID18
 DP7339  NAD 83(2011) X  -   -494,511.687 (meters)                     COMP
 DP7339  NAD 83(2011) Y  - -4,336,230.951 (meters)                     COMP
 DP7339  NAD 83(2011) Z  -  4,635,908.831 (meters)                     COMP
 DP7339  LAPLACE CORR    -         -2.57  (seconds)                    DEFLEC18
 DP7339  DYNAMIC HEIGHT  -        285.101 (meters)      935.37  (feet) COMP
 DP7339  MODELED GRAVITY -    980,690.9   (mgal)                       NAVD 88
 DP7339
 DP7339  VERT ORDER      -  SECOND    CLASS I
 DP7339
 DP7339  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DP7339  Standards:
 DP7339         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DP7339            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DP7339  -------------------------------------------------------------------
 DP7339  NETWORK    0.58   1.04           0.27   0.19   0.53     -0.00235794
 DP7339  -------------------------------------------------------------------
 DP7339  Click here for local accuracies and other accuracy information.
 DP7339
 DP7339.The horizontal coordinates were established by GPS observations
 DP7339.and adjusted by the MN DEPT OF TRANSP in May 2015.
 DP7339
 DP7339.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DP7339.been affixed to the stable North American tectonic plate. See 
 DP7339.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DP7339
 DP7339.The horizontal coordinates are valid at the epoch date displayed above
 DP7339.which is a decimal equivalence of Year/Month/Day.
 DP7339
 DP7339.The orthometric height was determined by differential leveling and
 DP7339.adjusted by the NATIONAL GEODETIC SURVEY
 DP7339.in August 2019.
 DP7339
 DP7339.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP7339.GEOID18 height accuracy estimate available here.
 DP7339
 DP7339.Click photographs - Photos may exist for this station.
 DP7339
 DP7339.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DP7339
 DP7339.The Laplace correction was computed from DEFLEC18 derived deflections.
 DP7339
 DP7339.The ellipsoidal height was determined by GPS observations
 DP7339.and is referenced to NAD 83.
 DP7339
 DP7339.The dynamic height is computed by dividing the NAVD 88
 DP7339.geopotential number by the normal gravity value computed on the
 DP7339.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP7339.degrees latitude (g = 980.6199 gals.).
 DP7339
 DP7339.The modeled gravity was interpolated from observed gravity values.
 DP7339
 DP7339. The following values were computed from the NAD 83(2011) position.
 DP7339
 DP7339;                    North         East     Units Scale Factor Converg.
 DP7339;SPC MN C     -   315,890.786   628,189.868   MT  0.99997424   -1 37 55.1
 DP7339;SPC MN C     - 1,036,385.02  2,060,986.26   sFT  0.99997424   -1 37 55.1
 DP7339;UTM  14      - 5,199,330.465   689,884.911   MT  1.00004318   +1 49 19.8
 DP7339
 DP7339!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DP7339!SPC MN C     -   0.99995949  x   0.99997424  =   0.99993373
 DP7339!UTM  14      -   0.99995949  x   1.00004318  =   1.00000267
 DP7339
 DP7339_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPS8988499330(NAD 83)
 DP7339
 DP7339                          SUPERSEDED SURVEY CONTROL
 DP7339
 DP7339  NAVD 88 (05/15/15)  285.14   (m)  GEOID12A model used  GPS OBS        
 DP7339
 DP7339.Superseded values are not recommended for survey control.
 DP7339
 DP7339.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DP7339.See file dsdata.pdf to determine how the superseded data were derived.
 DP7339
 DP7339_MARKER: F = FLANGE-ENCASED ROD
 DP7339_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DP7339_STAMPING: 1410 N 2013
 DP7339_MARK LOGO: MNDT
 DP7339_PROJECTION: RECESSED 10 CENTIMETERS
 DP7339_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DP7339_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DP7339_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP7339+SATELLITE: SATELLITE OBSERVATIONS - March 09, 2023
 DP7339_ROD/PIPE-DEPTH: 25.6 meters
 DP7339
 DP7339  HISTORY     - Date     Condition        Report By
 DP7339  HISTORY     - 20130820 MONUMENTED       MNDT
 DP7339  HISTORY     - 20140528 GOOD             MNDT
 DP7339  HISTORY     - 20170830 GOOD             MNDT
 DP7339  HISTORY     - 20230309 GOOD             MNDT
 DP7339
 DP7339                          STATION DESCRIPTION
 DP7339
 DP7339'DESCRIBED BY MN DEPT OF TRANSP 2013
 DP7339'3.5 MILES NORTHEAST OF GLYNDON, 3.0 MILES NORTH ALONG TRUNK HIGHWAY 9
 DP7339'FROM THE JUNCTION OF TRUNK HIGHWAY 9 AND TRUNK HIGHWAY 10, JUNCTION IS
 DP7339'3.5 MILES EAST OF GLYNDON, AT TRUNK HIGHWAY 9 MILEPOINT 166.75, 48.1
 DP7339'FEET WEST OF TRUNK HIGHWAY 9, 31.8 FEET NORTH OF EXTENDED COUNTY ROAD
 DP7339'86, 31.8 FEET NORTH OF FIELD ENTRANCE, 3.0 FEET SOUTH OF THE WITNESS
 DP7339'POST.
 DP7339
 DP7339                          STATION RECOVERY (2014)
 DP7339
 DP7339'RECOVERY NOTE BY MN DEPT OF TRANSP 2014 (MAS)
 DP7339'RECOVERED AS DESCRIBED.
 DP7339'
 DP7339'NOTE - THE STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM
 DP7339'ROD DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION REMOVABLE
 DP7339'DISK SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH
 DP7339'PVC PIPE BACK FILLED WITH WASHED SAND.
 DP7339
 DP7339                          STATION RECOVERY (2017)
 DP7339
 DP7339'RECOVERY NOTE BY MN DEPT OF TRANSP 2017 (DAS)
 DP7339'RECOVERED IN GOOD CONDITION.
 DP7339
 DP7339                          STATION RECOVERY (2023)
 DP7339
 DP7339'RECOVERY NOTE BY MN DEPT OF TRANSP 2023 (AXD)
 DP7339'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DP7340 ***********************************************************************
 DP7340  DESIGNATION -  1410 P
 DP7340  PID         -  DP7340
 DP7340  STATE/COUNTY-  MN/CLAY
 DP7340  COUNTRY     -  US
 DP7340  USGS QUAD   -  GLYNDON NORTH (2019)
 DP7340
 DP7340                         *CURRENT SURVEY CONTROL
 DP7340  ______________________________________________________________________
 DP7340* NAD 83(2011) POSITION- 46 57 49.06609(N) 096 30 17.33380(W)   ADJUSTED
 DP7340* NAD 83(2011) ELLIP HT-   257.755 (meters)        (05/15/15)   ADJUSTED
 DP7340* NAD 83(2011) EPOCH   -  2010.00
 DP7340* NAVD 88 ORTHO HEIGHT -   284.321 (meters)      932.81  (feet) ADJUSTED
 DP7340  ______________________________________________________________________
 DP7340  GEOID HEIGHT    -        -26.626 (meters)                     GEOID18
 DP7340  NAD 83(2011) X  -   -494,022.932 (meters)                     COMP
 DP7340  NAD 83(2011) Y  - -4,332,746.366 (meters)                     COMP
 DP7340  NAD 83(2011) Z  -  4,639,194.705 (meters)                     COMP
 DP7340  LAPLACE CORR    -         -2.78  (seconds)                    DEFLEC18
 DP7340  DYNAMIC HEIGHT  -        284.350 (meters)      932.91  (feet) COMP
 DP7340  MODELED GRAVITY -    980,705.8   (mgal)                       NAVD 88
 DP7340
 DP7340  VERT ORDER      -  SECOND    CLASS I
 DP7340
 DP7340  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DP7340  Standards:
 DP7340         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DP7340            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DP7340  -------------------------------------------------------------------
 DP7340  NETWORK    0.60   1.12           0.28   0.20   0.57     -0.00079893
 DP7340  -------------------------------------------------------------------
 DP7340  Click here for local accuracies and other accuracy information.
 DP7340
 DP7340.The horizontal coordinates were established by GPS observations
 DP7340.and adjusted by the MN DEPT OF TRANSP in May 2015.
 DP7340
 DP7340.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DP7340.been affixed to the stable North American tectonic plate. See 
 DP7340.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DP7340
 DP7340.The horizontal coordinates are valid at the epoch date displayed above
 DP7340.which is a decimal equivalence of Year/Month/Day.
 DP7340
 DP7340.The orthometric height was determined by differential leveling and
 DP7340.adjusted by the NATIONAL GEODETIC SURVEY
 DP7340.in August 2019.
 DP7340
 DP7340.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP7340.GEOID18 height accuracy estimate available here.
 DP7340
 DP7340.Click photographs - Photos may exist for this station.
 DP7340
 DP7340.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DP7340
 DP7340.The Laplace correction was computed from DEFLEC18 derived deflections.
 DP7340
 DP7340.The ellipsoidal height was determined by GPS observations
 DP7340.and is referenced to NAD 83.
 DP7340
 DP7340.The dynamic height is computed by dividing the NAVD 88
 DP7340.geopotential number by the normal gravity value computed on the
 DP7340.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP7340.degrees latitude (g = 980.6199 gals.).
 DP7340
 DP7340.The modeled gravity was interpolated from observed gravity values.
 DP7340
 DP7340. The following values were computed from the NAD 83(2011) position.
 DP7340
 DP7340;                    North         East     Units Scale Factor Converg.
 DP7340;SPC MN C     -   320,699.466   628,417.681   MT  0.99998227   -1 37 52.0
 DP7340;SPC MN C     - 1,052,161.50  2,061,733.68   sFT  0.99998227   -1 37 52.0
 DP7340;UTM  14      - 5,204,144.446   689,822.531   MT  1.00004288   +1 49 27.6
 DP7340
 DP7340!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DP7340!SPC MN C     -   0.99995960  x   0.99998227  =   0.99994187
 DP7340!UTM  14      -   0.99995960  x   1.00004288  =   1.00000248
 DP7340
 DP7340_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPT8982204144(NAD 83)
 DP7340
 DP7340                          SUPERSEDED SURVEY CONTROL
 DP7340
 DP7340  NAVD 88 (05/15/15)  284.39   (m)  GEOID12A model used  GPS OBS        
 DP7340
 DP7340.Superseded values are not recommended for survey control.
 DP7340
 DP7340.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DP7340.See file dsdata.pdf to determine how the superseded data were derived.
 DP7340
 DP7340_MARKER: F = FLANGE-ENCASED ROD
 DP7340_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DP7340_STAMPING: 1410 P 2013
 DP7340_MARK LOGO: MNDT
 DP7340_PROJECTION: RECESSED 5 CENTIMETERS
 DP7340_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DP7340_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DP7340_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP7340+SATELLITE: SATELLITE OBSERVATIONS - March 09, 2023
 DP7340_ROD/PIPE-DEPTH: 29.9 meters
 DP7340
 DP7340  HISTORY     - Date     Condition        Report By
 DP7340  HISTORY     - 20130820 MONUMENTED       MNDT
 DP7340  HISTORY     - 20140528 GOOD             MNDT
 DP7340  HISTORY     - 20170830 GOOD             MNDT
 DP7340  HISTORY     - 20230309 GOOD             MNDT
 DP7340
 DP7340                          STATION DESCRIPTION
 DP7340
 DP7340'DESCRIBED BY MN DEPT OF TRANSP 2013
 DP7340'6.5 MILES NORTHEAST OF GLYNDON, 6.0 MILES NORTH ALONG TRUNK HIGHWAY 9
 DP7340'FROM THE JUNCTION OF TRUNK HIGHWAY 9 AND TRUNK HIGHWAY 10 (JUNCTION IS
 DP7340'3.5 MILES EAST OF GLYNDON), AT TRUNK HIGHWAY 9 MILEPOINT 169.75, 153.1
 DP7340'FEET EAST OF TRUNK HIGHWAY 9, 15.1 FEET SOUTH OF FIELD ENTRANCE, 43.8
 DP7340'FEET EAST OF POWER POLE, 1.5 FEET WEST OF THE WITNESS POST.
 DP7340
 DP7340                          STATION RECOVERY (2014)
 DP7340
 DP7340'RECOVERY NOTE BY MN DEPT OF TRANSP 2014 (MAS)
 DP7340'RECOVERED AS DESCRIBED.
 DP7340'
 DP7340'NOTE - THE STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM
 DP7340'ROD DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION REMOVABLE
 DP7340'DISK SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH
 DP7340'PVC PIPE BACK FILLED WITH WASHED SAND.
 DP7340
 DP7340                          STATION RECOVERY (2017)
 DP7340
 DP7340'RECOVERY NOTE BY MN DEPT OF TRANSP 2017 (DAS)
 DP7340'RECOVERED IN GOOD CONDITION.
 DP7340
 DP7340                          STATION RECOVERY (2023)
 DP7340
 DP7340'RECOVERY NOTE BY MN DEPT OF TRANSP 2023 (BXD)
 DP7340'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DP7341 ***********************************************************************
 DP7341  DESIGNATION -  1410 Q
 DP7341  PID         -  DP7341
 DP7341  STATE/COUNTY-  MN/CLAY
 DP7341  COUNTRY     -  US
 DP7341  USGS QUAD   -  FELTON (2019)
 DP7341
 DP7341                         *CURRENT SURVEY CONTROL
 DP7341  ______________________________________________________________________
 DP7341* NAD 83(2011) POSITION- 47 00 22.67807(N) 096 30 01.30992(W)   ADJUSTED
 DP7341* NAD 83(2011) ELLIP HT-   255.510 (meters)        (05/15/15)   ADJUSTED
 DP7341* NAD 83(2011) EPOCH   -  2010.00
 DP7341* NAVD 88 ORTHO HEIGHT -   282.007 (meters)      925.22  (feet) ADJUSTED
 DP7341  ______________________________________________________________________
 DP7341  GEOID HEIGHT    -        -26.570 (meters)                     GEOID18
 DP7341  NAD 83(2011) X  -   -493,293.488 (meters)                     COMP
 DP7341  NAD 83(2011) Y  - -4,329,336.935 (meters)                     COMP
 DP7341  NAD 83(2011) Z  -  4,642,429.263 (meters)                     COMP
 DP7341  LAPLACE CORR    -         -2.75  (seconds)                    DEFLEC18
 DP7341  DYNAMIC HEIGHT  -        282.039 (meters)      925.32  (feet) COMP
 DP7341  MODELED GRAVITY -    980,722.1   (mgal)                       NAVD 88
 DP7341
 DP7341  VERT ORDER      -  SECOND    CLASS I
 DP7341
 DP7341  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DP7341  Standards:
 DP7341         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DP7341            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DP7341  -------------------------------------------------------------------
 DP7341  NETWORK    0.57   1.02           0.27   0.18   0.52     -0.00481110
 DP7341  -------------------------------------------------------------------
 DP7341  Click here for local accuracies and other accuracy information.
 DP7341
 DP7341.The horizontal coordinates were established by GPS observations
 DP7341.and adjusted by the MN DEPT OF TRANSP in May 2015.
 DP7341
 DP7341.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DP7341.been affixed to the stable North American tectonic plate. See 
 DP7341.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DP7341
 DP7341.The horizontal coordinates are valid at the epoch date displayed above
 DP7341.which is a decimal equivalence of Year/Month/Day.
 DP7341
 DP7341.The orthometric height was determined by differential leveling and
 DP7341.adjusted by the NATIONAL GEODETIC SURVEY
 DP7341.in August 2019.
 DP7341
 DP7341.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP7341.GEOID18 height accuracy estimate available here.
 DP7341
 DP7341.Click photographs - Photos may exist for this station.
 DP7341
 DP7341.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DP7341
 DP7341.The Laplace correction was computed from DEFLEC18 derived deflections.
 DP7341
 DP7341.The ellipsoidal height was determined by GPS observations
 DP7341.and is referenced to NAD 83.
 DP7341
 DP7341.The dynamic height is computed by dividing the NAVD 88
 DP7341.geopotential number by the normal gravity value computed on the
 DP7341.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP7341.degrees latitude (g = 980.6199 gals.).
 DP7341
 DP7341.The modeled gravity was interpolated from observed gravity values.
 DP7341
 DP7341. The following values were computed from the NAD 83(2011) position.
 DP7341
 DP7341;                    North         East     Units Scale Factor Converg.
 DP7341;SPC MN C     -   325,431.501   628,891.055   MT  0.99999074   -1 37 40.4
 DP7341;SPC MN C     - 1,067,686.52  2,063,286.74   sFT  0.99999074   -1 37 40.4
 DP7341;UTM  14      - 5,208,896.682   690,009.792   MT  1.00004375   +1 49 43.9
 DP7341
 DP7341!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DP7341!SPC MN C     -   0.99995995  x   0.99999074  =   0.99995069
 DP7341!UTM  14      -   0.99995995  x   1.00004375  =   1.00000370
 DP7341
 DP7341_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPT9000908896(NAD 83)
 DP7341
 DP7341                          SUPERSEDED SURVEY CONTROL
 DP7341
 DP7341  NAVD 88 (05/15/15)  282.10   (m)  GEOID12A model used  GPS OBS        
 DP7341
 DP7341.Superseded values are not recommended for survey control.
 DP7341
 DP7341.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DP7341.See file dsdata.pdf to determine how the superseded data were derived.
 DP7341
 DP7341_MARKER: F = FLANGE-ENCASED ROD
 DP7341_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DP7341_STAMPING: 1410 Q 2013
 DP7341_MARK LOGO: MNDT
 DP7341_PROJECTION: RECESSED 5 CENTIMETERS
 DP7341_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DP7341_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DP7341_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP7341+SATELLITE: SATELLITE OBSERVATIONS - March 14, 2023
 DP7341_ROD/PIPE-DEPTH: 18.9 meters
 DP7341
 DP7341  HISTORY     - Date     Condition        Report By
 DP7341  HISTORY     - 20130820 MONUMENTED       MNDT
 DP7341  HISTORY     - 20140528 GOOD             MNDT
 DP7341  HISTORY     - 20170830 GOOD             MNDT
 DP7341  HISTORY     - 20230314 GOOD             MNDT
 DP7341
 DP7341                          STATION DESCRIPTION
 DP7341
 DP7341'DESCRIBED BY MN DEPT OF TRANSP 2013
 DP7341'4.5 MILES SOUTH OF FELTON, 4.95 MILES SOUTH ALONG TRUNK HIGHWAY 9 FROM
 DP7341'THE JUNCTION OF TRUNK HIGHWAY 9 AND COUNTY ROAD 34 IN FELTON, AT TRUNK
 DP7341'HIGHWAY 9 MILEPOINT 172.75, 87.5 FEET WEST OF TRUNK HIGHWAY 9, 53.0
 DP7341'FEET NORTH OF COUNTY ROAD 109 (110TH AVENUE NORTH), 1.5 FEET EAST OF
 DP7341'THE WITNESS POST.
 DP7341
 DP7341                          STATION RECOVERY (2014)
 DP7341
 DP7341'RECOVERY NOTE BY MN DEPT OF TRANSP 2014 (KMS)
 DP7341'RECOVERED AS DESCRIBED.
 DP7341'
 DP7341'NOTE - THE STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM
 DP7341'ROD DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION REMOVABLE
 DP7341'DISK SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH
 DP7341'PVC PIPE BACK FILLED WITH WASHED SAND.
 DP7341
 DP7341                          STATION RECOVERY (2017)
 DP7341
 DP7341'RECOVERY NOTE BY MN DEPT OF TRANSP 2017 (DAS)
 DP7341'RECOVERED IN GOOD CONDITION.
 DP7341
 DP7341                          STATION RECOVERY (2023)
 DP7341
 DP7341'RECOVERY NOTE BY MN DEPT OF TRANSP 2023 (BXG)
 DP7341'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DP7342 ***********************************************************************
 DP7342  DESIGNATION -  1410 R
 DP7342  PID         -  DP7342
 DP7342  STATE/COUNTY-  MN/CLAY
 DP7342  COUNTRY     -  US
 DP7342  USGS QUAD   -  FELTON (2019)
 DP7342
 DP7342                         *CURRENT SURVEY CONTROL
 DP7342  ______________________________________________________________________
 DP7342* NAD 83(2011) POSITION- 47 05 35.60520(N) 096 30 01.50052(W)   ADJUSTED
 DP7342* NAD 83(2011) ELLIP HT-   252.172 (meters)        (05/15/15)   ADJUSTED
 DP7342* NAD 83(2011) EPOCH   -  2010.00
 DP7342* NAVD 88 ORTHO HEIGHT -   278.650 (meters)      914.20  (feet) ADJUSTED
 DP7342  ______________________________________________________________________
 DP7342  GEOID HEIGHT    -        -26.547 (meters)                     GEOID18
 DP7342  NAD 83(2011) X  -   -492,496.442 (meters)                     COMP
 DP7342  NAD 83(2011) Y  - -4,322,306.240 (meters)                     COMP
 DP7342  NAD 83(2011) Z  -  4,649,011.446 (meters)                     COMP
 DP7342  LAPLACE CORR    -         -1.59  (seconds)                    DEFLEC18
 DP7342  DYNAMIC HEIGHT  -        278.686 (meters)      914.32  (feet) COMP
 DP7342  MODELED GRAVITY -    980,735.3   (mgal)                       NAVD 88
 DP7342
 DP7342  VERT ORDER      -  SECOND    CLASS I
 DP7342
 DP7342  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DP7342  Standards:
 DP7342         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DP7342            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DP7342  -------------------------------------------------------------------
 DP7342  NETWORK    0.56   0.98           0.26   0.18   0.50     -0.03428721
 DP7342  -------------------------------------------------------------------
 DP7342  Click here for local accuracies and other accuracy information.
 DP7342
 DP7342.The horizontal coordinates were established by GPS observations
 DP7342.and adjusted by the MN DEPT OF TRANSP in May 2015.
 DP7342
 DP7342.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DP7342.been affixed to the stable North American tectonic plate. See 
 DP7342.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DP7342
 DP7342.The horizontal coordinates are valid at the epoch date displayed above
 DP7342.which is a decimal equivalence of Year/Month/Day.
 DP7342
 DP7342.The orthometric height was determined by differential leveling and
 DP7342.adjusted by the NATIONAL GEODETIC SURVEY
 DP7342.in August 2019.
 DP7342
 DP7342.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP7342.GEOID18 height accuracy estimate available here.
 DP7342
 DP7342.Click photographs - Photos may exist for this station.
 DP7342
 DP7342.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DP7342
 DP7342.The Laplace correction was computed from DEFLEC18 derived deflections.
 DP7342
 DP7342.The ellipsoidal height was determined by GPS observations
 DP7342.and is referenced to NAD 83.
 DP7342
 DP7342.The dynamic height is computed by dividing the NAVD 88
 DP7342.geopotential number by the normal gravity value computed on the
 DP7342.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP7342.degrees latitude (g = 980.6199 gals.).
 DP7342
 DP7342.The modeled gravity was interpolated from observed gravity values.
 DP7342
 DP7342. The following values were computed from the NAD 83(2011) position.
 DP7342
 DP7342;                    North         East     Units Scale Factor Converg.
 DP7342;SPC MN C     -   335,091.236   629,161.559   MT  1.00000974   -1 37 40.5
 DP7342;SPC MN C     - 1,099,378.50  2,064,174.21   sFT  1.00000974   -1 37 40.5
 DP7342;UTM  14      - 5,218,555.561   689,697.141   MT  1.00004228   +1 49 53.0
 DP7342
 DP7342!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DP7342!SPC MN C     -   0.99996047  x   1.00000974  =   0.99997021
 DP7342!UTM  14      -   0.99996047  x   1.00004228  =   1.00000275
 DP7342
 DP7342_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPT8969718555(NAD 83)
 DP7342
 DP7342                          SUPERSEDED SURVEY CONTROL
 DP7342
 DP7342  NAVD 88 (05/15/15)  278.73   (m)  GEOID12A model used  GPS OBS        
 DP7342
 DP7342.Superseded values are not recommended for survey control.
 DP7342
 DP7342.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DP7342.See file dsdata.pdf to determine how the superseded data were derived.
 DP7342
 DP7342_MARKER: F = FLANGE-ENCASED ROD
 DP7342_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DP7342_STAMPING: 1410 R 2013
 DP7342_MARK LOGO: MNDT
 DP7342_PROJECTION: RECESSED 3 CENTIMETERS
 DP7342_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DP7342_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DP7342_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP7342+SATELLITE: SATELLITE OBSERVATIONS - March 14, 2023
 DP7342_ROD/PIPE-DEPTH: 21.0 meters
 DP7342
 DP7342  HISTORY     - Date     Condition        Report By
 DP7342  HISTORY     - 20130820 MONUMENTED       MNDT
 DP7342  HISTORY     - 20140529 GOOD             MNDT
 DP7342  HISTORY     - 20170830 GOOD             MNDT
 DP7342  HISTORY     - 20230314 GOOD             MNDT
 DP7342
 DP7342                          STATION DESCRIPTION
 DP7342
 DP7342'DESCRIBED BY MN DEPT OF TRANSP 2013
 DP7342'1.0 MILE NORTH OF FELTON, 1.0 MILE NORTH ALONG TRUNK HIGHWAY 9 FROM
 DP7342'THE JUNCTION OF TRUNK HIGHWAY 9 AND COUNTY ROAD 34 IN FELTON, AT TRUNK
 DP7342'HIGHWAY 9 MILEPOINT 178.75, 42.4 FEET WEST OF TRUNK HIGHWAY 9, 33.2
 DP7342'FEET NORTH OF EXTENDED 170TH AVENUE NORTH, 25.0 FEET NORTH OF FIELD
 DP7342'ENTRANCE, 3.0 FEET EAST OF WITNESS POST.
 DP7342
 DP7342                          STATION RECOVERY (2014)
 DP7342
 DP7342'RECOVERY NOTE BY MN DEPT OF TRANSP 2014 (MAS)
 DP7342'RECOVERED AS DESCRIBED.
 DP7342'
 DP7342'NOTE - THE STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM
 DP7342'ROD DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION REMOVABLE
 DP7342'DISK SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH
 DP7342'PVC PIPE BACK FILLED WITH WASHED SAND.
 DP7342
 DP7342                          STATION RECOVERY (2017)
 DP7342
 DP7342'RECOVERY NOTE BY MN DEPT OF TRANSP 2017 (DAS)
 DP7342'RECOVERED IN GOOD CONDITION.
 DP7342
 DP7342                          STATION RECOVERY (2023)
 DP7342
 DP7342'RECOVERY NOTE BY MN DEPT OF TRANSP 2023 (AXD)
 DP7342'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DP7343 ***********************************************************************
 DP7343  DESIGNATION -  1410 S
 DP7343  PID         -  DP7343
 DP7343  STATE/COUNTY-  MN/CLAY
 DP7343  COUNTRY     -  US
 DP7343  USGS QUAD   -  BORUP (2019)
 DP7343
 DP7343                         *CURRENT SURVEY CONTROL
 DP7343  ______________________________________________________________________
 DP7343* NAD 83(2011) POSITION- 47 08 10.57631(N) 096 30 04.03271(W)   ADJUSTED
 DP7343* NAD 83(2011) ELLIP HT-   251.267 (meters)        (05/15/15)   ADJUSTED
 DP7343* NAD 83(2011) EPOCH   -  2010.00
 DP7343* NAVD 88 ORTHO HEIGHT -   277.785 (meters)      911.37  (feet) ADJUSTED
 DP7343  ______________________________________________________________________
 DP7343  GEOID HEIGHT    -        -26.580 (meters)                     GEOID18
 DP7343  NAD 83(2011) X  -   -492,152.394 (meters)                     COMP
 DP7343  NAD 83(2011) Y  - -4,318,815.404 (meters)                     COMP
 DP7343  NAD 83(2011) Z  -  4,652,267.753 (meters)                     COMP
 DP7343  LAPLACE CORR    -         -1.28  (seconds)                    DEFLEC18
 DP7343  DYNAMIC HEIGHT  -        277.822 (meters)      911.49  (feet) COMP
 DP7343  MODELED GRAVITY -    980,738.9   (mgal)                       NAVD 88
 DP7343
 DP7343  VERT ORDER      -  SECOND    CLASS I
 DP7343
 DP7343  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DP7343  Standards:
 DP7343         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DP7343            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DP7343  -------------------------------------------------------------------
 DP7343  NETWORK    0.56   0.94           0.26   0.19   0.48     -0.03060475
 DP7343  -------------------------------------------------------------------
 DP7343  Click here for local accuracies and other accuracy information.
 DP7343
 DP7343.The horizontal coordinates were established by GPS observations
 DP7343.and adjusted by the MN DEPT OF TRANSP in May 2015.
 DP7343
 DP7343.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DP7343.been affixed to the stable North American tectonic plate. See 
 DP7343.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DP7343
 DP7343.The horizontal coordinates are valid at the epoch date displayed above
 DP7343.which is a decimal equivalence of Year/Month/Day.
 DP7343
 DP7343.The orthometric height was determined by differential leveling and
 DP7343.adjusted by the NATIONAL GEODETIC SURVEY
 DP7343.in August 2019.
 DP7343
 DP7343.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP7343.GEOID18 height accuracy estimate available here.
 DP7343
 DP7343.Click photographs - Photos may exist for this station.
 DP7343
 DP7343.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DP7343
 DP7343.The Laplace correction was computed from DEFLEC18 derived deflections.
 DP7343
 DP7343.The ellipsoidal height was determined by GPS observations
 DP7343.and is referenced to NAD 83.
 DP7343
 DP7343.The dynamic height is computed by dividing the NAVD 88
 DP7343.geopotential number by the normal gravity value computed on the
 DP7343.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP7343.degrees latitude (g = 980.6199 gals.).
 DP7343
 DP7343.The modeled gravity was interpolated from observed gravity values.
 DP7343
 DP7343. The following values were computed from the NAD 83(2011) position.
 DP7343
 DP7343;                    North         East     Units Scale Factor Converg.
 DP7343;SPC MN C     -   339,876.618   629,244.178   MT  1.00002000   -1 37 42.4
 DP7343;SPC MN C     - 1,115,078.54  2,064,445.27   sFT  1.00002000   -1 37 42.4
 DP7343;UTM  14      - 5,223,337.335   689,490.801   MT  1.00004132   +1 49 55.8
 DP7343
 DP7343!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DP7343!SPC MN C     -   0.99996062  x   1.00002000  =   0.99998062
 DP7343!UTM  14      -   0.99996062  x   1.00004132  =   1.00000193
 DP7343
 DP7343_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPT8949023337(NAD 83)
 DP7343
 DP7343                          SUPERSEDED SURVEY CONTROL
 DP7343
 DP7343  NAVD 88 (05/15/15)  277.86   (m)  GEOID12A model used  GPS OBS        
 DP7343
 DP7343.Superseded values are not recommended for survey control.
 DP7343
 DP7343.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DP7343.See file dsdata.pdf to determine how the superseded data were derived.
 DP7343
 DP7343_MARKER: F = FLANGE-ENCASED ROD
 DP7343_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DP7343_STAMPING: 1410 S 2013
 DP7343_MARK LOGO: MNDT
 DP7343_PROJECTION: RECESSED 5 CENTIMETERS
 DP7343_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DP7343_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DP7343_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP7343+SATELLITE: SATELLITE OBSERVATIONS - March 14, 2023
 DP7343_ROD/PIPE-DEPTH: 19.5 meters
 DP7343
 DP7343  HISTORY     - Date     Condition        Report By
 DP7343  HISTORY     - 20130820 MONUMENTED       MNDT
 DP7343  HISTORY     - 20140529 GOOD             MNDT
 DP7343  HISTORY     - 20170830 GOOD             MNDT
 DP7343  HISTORY     - 20230314 GOOD             MNDT
 DP7343
 DP7343                          STATION DESCRIPTION
 DP7343
 DP7343'DESCRIBED BY MN DEPT OF TRANSP 2013
 DP7343'4.5 MILES NORTH OF FELTON, 4.0 MILES NORTH ALONG TRUNK HIGHWAY 9 FROM
 DP7343'THE JUNCTION OF TRUNK HIGHWAY 9 AND COUNTY ROAD 34 IN FELTON, AT TRUNK
 DP7343'HIGHWAY 9 MILEPOINT 181.75, 44.5 FEET WEST OF TRUNK HIGHWAY 9, 144.5
 DP7343'FEET SOUTH OF 200TH AVENUE NORTH, 19.3 FEET SOUTH OF FIELD ENTRANCE,
 DP7343'3.0 FEET NORTH OF WITNESS POST.
 DP7343
 DP7343                          STATION RECOVERY (2014)
 DP7343
 DP7343'RECOVERY NOTE BY MN DEPT OF TRANSP 2014 (JAM)
 DP7343'RECOVERED AS DESCRIBED.
 DP7343'
 DP7343'NOTE - THE STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM
 DP7343'ROD DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION REMOVABLE
 DP7343'DISK SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH
 DP7343'PVC PIPE BACK FILLED WITH WASHED SAND.
 DP7343
 DP7343                          STATION RECOVERY (2017)
 DP7343
 DP7343'RECOVERY NOTE BY MN DEPT OF TRANSP 2017 (DAS)
 DP7343'RECOVERED IN GOOD CONDITION.
 DP7343
 DP7343                          STATION RECOVERY (2023)
 DP7343
 DP7343'RECOVERY NOTE BY MN DEPT OF TRANSP 2023 (MPP)
 DP7343'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DQ1945 ***********************************************************************
 DQ1945  DESIGNATION -  1410 T
 DQ1945  PID         -  DQ1945
 DQ1945  STATE/COUNTY-  MN/CLAY
 DQ1945  COUNTRY     -  US
 DQ1945  USGS QUAD   -  GLYNDON NORTH (2019)
 DQ1945
 DQ1945                         *CURRENT SURVEY CONTROL
 DQ1945  ______________________________________________________________________
 DQ1945* NAD 83(2011) POSITION- 46 54 21.64542(N) 096 30 21.67530(W)   ADJUSTED
 DQ1945* NAD 83(2011) ELLIP HT-   258.582 (meters)        (06/22/23)   ADJUSTED
 DQ1945* NAD 83(2011) EPOCH   -  2010.00
 DQ1945* NAVD 88 ORTHO HEIGHT -   285.230 (meters)      935.79  (feet) ADJUSTED
 DQ1945  ______________________________________________________________________
 DQ1945  GEOID HEIGHT    -        -26.709 (meters)                     GEOID18
 DQ1945  NAD 83(2011) X  -   -494,644.440 (meters)                     COMP
 DQ1945  NAD 83(2011) Y  - -4,337,386.104 (meters)                     COMP
 DQ1945  NAD 83(2011) Z  -  4,634,821.442 (meters)                     COMP
 DQ1945  LAPLACE CORR    -         -2.47  (seconds)                    DEFLEC18
 DQ1945  DYNAMIC HEIGHT  -        285.253 (meters)      935.87  (feet) COMP
 DQ1945  MODELED GRAVITY -    980,687.0   (mgal)                       NAVD 88
 DQ1945
 DQ1945  VERT ORDER      -  SECOND    CLASS I
 DQ1945
 DQ1945  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DQ1945  Standards:
 DQ1945         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DQ1945            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DQ1945  -------------------------------------------------------------------
 DQ1945  NETWORK    0.51   1.10           0.23   0.18   0.56     -0.08850322
 DQ1945  -------------------------------------------------------------------
 DQ1945  Click here for local accuracies and other accuracy information.
 DQ1945
 DQ1945.The horizontal coordinates were established by GPS observations
 DQ1945.and adjusted by the MN DEPT OF TRANSP in June 2023.
 DQ1945
 DQ1945.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DQ1945.been affixed to the stable North American tectonic plate. See 
 DQ1945.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DQ1945
 DQ1945.The horizontal coordinates are valid at the epoch date displayed above
 DQ1945.which is a decimal equivalence of Year/Month/Day.
 DQ1945
 DQ1945.The orthometric height was determined by differential leveling and
 DQ1945.adjusted by the NATIONAL GEODETIC SURVEY
 DQ1945.in August 2019.
 DQ1945
 DQ1945.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ1945.GEOID18 height accuracy estimate available here.
 DQ1945
 DQ1945.Click photographs - Photos may exist for this station.
 DQ1945
 DQ1945.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DQ1945
 DQ1945.The Laplace correction was computed from DEFLEC18 derived deflections.
 DQ1945
 DQ1945.The ellipsoidal height was determined by GPS observations
 DQ1945.and is referenced to NAD 83.
 DQ1945
 DQ1945.The dynamic height is computed by dividing the NAVD 88
 DQ1945.geopotential number by the normal gravity value computed on the
 DQ1945.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ1945.degrees latitude (g = 980.6199 gals.).
 DQ1945
 DQ1945.The modeled gravity was interpolated from observed gravity values.
 DQ1945
 DQ1945. The following values were computed from the NAD 83(2011) position.
 DQ1945
 DQ1945;                    North         East     Units Scale Factor Converg.
 DQ1945;SPC MN C     -   314,299.584   628,143.522   MT  0.99997171   -1 37 55.1
 DQ1945;SPC MN C     - 1,031,164.55  2,060,834.21   sFT  0.99997171   -1 37 55.1
 DQ1945;UTM  14      - 5,197,739.250   689,934.516   MT  1.00004341   +1 49 18.2
 DQ1945
 DQ1945!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DQ1945!SPC MN C     -   0.99995947  x   0.99997171  =   0.99993118
 DQ1945!UTM  14      -   0.99995947  x   1.00004341  =   1.00000288
 DQ1945
 DQ1945_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPS8993497739(NAD 83)
 DQ1945
 DQ1945                          SUPERSEDED SURVEY CONTROL
 DQ1945
 DQ1945.No superseded survey control is available for this station.
 DQ1945
 DQ1945_MARKER: F = FLANGE-ENCASED ROD
 DQ1945_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DQ1945_STAMPING: 1410 T 2014
 DQ1945_MARK LOGO: MNDT
 DQ1945_PROJECTION: RECESSED 5 CENTIMETERS
 DQ1945_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DQ1945_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ1945_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ1945+SATELLITE: SATELLITE OBSERVATIONS - June 14, 2023
 DQ1945_ROD/PIPE-DEPTH: 14.9 meters
 DQ1945
 DQ1945  HISTORY     - Date     Condition        Report By
 DQ1945  HISTORY     - 20140610 MONUMENTED       MNDT
 DQ1945  HISTORY     - 20230309 GOOD             MNDT
 DQ1945  HISTORY     - 20230614 GOOD             MNDT
 DQ1945
 DQ1945                          STATION DESCRIPTION
 DQ1945
 DQ1945'DESCRIBED BY MN DEPT OF TRANSP 2014
 DQ1945'THE STATION STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM
 DQ1945'ROD DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION REMOVABLE
 DQ1945'DISK SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH
 DQ1945'PVC PIPE BACK FILLED WITH WASHED SAND.
 DQ1945'
 DQ1945'TO REACH THE MARK GO 2.0 MI (3.2 KM) NORTH ALONG TRUNK HIGHWAY 9  FROM
 DQ1945'THE JUNCTION OF TRUNK HIGHWAY 9 AND TRUNK HIGHWAY 10, JUNCTION IS 3.5
 DQ1945'MI (5.6 KM) EAST OF GLYNDON, AT TRUNK HIGHWAY 9 MILE POINT 165.75.
 DQ1945'
 DQ1945'THE MARK IS LOCATED 106.6 FT (32.5 M) WEST OF TRUNK HIGHWAY 9, 64.5 FT
 DQ1945'(19.7 M) NORTH OF COUNTY ROAD 18 21.0 FT (6.4 M) WEST OF A FIELD
 DQ1945'ENTRANCE, 1.5 FT (0.5 M) EAST OF A WITNESS POST.
 DQ1945'
 DQ1945'NOTE - THE STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM
 DQ1945'ROD DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION REMOVABLE
 DQ1945'DISK SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH
 DQ1945'PVC PIPE BACK FILLED WITH WASHED SAND.
 DQ1945
 DQ1945                          STATION RECOVERY (2023)
 DQ1945
 DQ1945'RECOVERY NOTE BY MN DEPT OF TRANSP 2023 (AXD)
 DQ1945'RECOVERED AS DESCRIBED.
 DQ1945
 DQ1945                          STATION RECOVERY (2023)
 DQ1945
 DQ1945'RECOVERY NOTE BY MN DEPT OF TRANSP 2023 (SXR)
 DQ1945'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DQ1942 ***********************************************************************
 DQ1942  DESIGNATION -  1410 U
 DQ1942  PID         -  DQ1942
 DQ1942  STATE/COUNTY-  MN/CLAY
 DQ1942  COUNTRY     -  US
 DQ1942  USGS QUAD   -  GLYNDON NORTH (2019)
 DQ1942
 DQ1942                         *CURRENT SURVEY CONTROL
 DQ1942  ______________________________________________________________________
 DQ1942* NAD 83(2011) POSITION- 46 56 57.08236(N) 096 30 19.71499(W)   ADJUSTED
 DQ1942* NAD 83(2011) ELLIP HT-   257.537 (meters)        (06/22/23)   ADJUSTED
 DQ1942* NAD 83(2011) EPOCH   -  2010.00
 DQ1942* NAVD 88 ORTHO HEIGHT -   284.136 (meters)      932.20  (feet) ADJUSTED
 DQ1942  ______________________________________________________________________
 DQ1942  GEOID HEIGHT    -        -26.652 (meters)                     GEOID18
 DQ1942  NAD 83(2011) X  -   -494,205.861 (meters)                     COMP
 DQ1942  NAD 83(2011) Y  - -4,333,906.207 (meters)                     COMP
 DQ1942  NAD 83(2011) Z  -  4,638,098.805 (meters)                     COMP
 DQ1942  LAPLACE CORR    -         -2.65  (seconds)                    DEFLEC18
 DQ1942  DYNAMIC HEIGHT  -        284.163 (meters)      932.29  (feet) COMP
 DQ1942  MODELED GRAVITY -    980,700.4   (mgal)                       NAVD 88
 DQ1942
 DQ1942  VERT ORDER      -  SECOND    CLASS I
 DQ1942
 DQ1942  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DQ1942  Standards:
 DQ1942         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DQ1942            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DQ1942  -------------------------------------------------------------------
 DQ1942  NETWORK    0.82   1.55           0.37   0.29   0.79     -0.01392719
 DQ1942  -------------------------------------------------------------------
 DQ1942  Click here for local accuracies and other accuracy information.
 DQ1942
 DQ1942.The horizontal coordinates were established by GPS observations
 DQ1942.and adjusted by the MN DEPT OF TRANSP in June 2023.
 DQ1942
 DQ1942.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DQ1942.been affixed to the stable North American tectonic plate. See 
 DQ1942.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DQ1942
 DQ1942.The horizontal coordinates are valid at the epoch date displayed above
 DQ1942.which is a decimal equivalence of Year/Month/Day.
 DQ1942
 DQ1942.The orthometric height was determined by differential leveling and
 DQ1942.adjusted by the NATIONAL GEODETIC SURVEY
 DQ1942.in August 2019.
 DQ1942
 DQ1942.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ1942.GEOID18 height accuracy estimate available here.
 DQ1942
 DQ1942.Click photographs - Photos may exist for this station.
 DQ1942
 DQ1942.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DQ1942
 DQ1942.The Laplace correction was computed from DEFLEC18 derived deflections.
 DQ1942
 DQ1942.The ellipsoidal height was determined by GPS observations
 DQ1942.and is referenced to NAD 83.
 DQ1942
 DQ1942.The dynamic height is computed by dividing the NAVD 88
 DQ1942.geopotential number by the normal gravity value computed on the
 DQ1942.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ1942.degrees latitude (g = 980.6199 gals.).
 DQ1942
 DQ1942.The modeled gravity was interpolated from observed gravity values.
 DQ1942
 DQ1942. The following values were computed from the NAD 83(2011) position.
 DQ1942
 DQ1942;                    North         East     Units Scale Factor Converg.
 DQ1942;SPC MN C     -   319,096.294   628,321.655   MT  0.99997953   -1 37 53.7
 DQ1942;SPC MN C     - 1,046,901.76  2,061,418.63   sFT  0.99997953   -1 37 53.7
 DQ1942;UTM  14      - 5,202,538.302   689,823.301   MT  1.00004289   +1 49 24.3
 DQ1942
 DQ1942!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DQ1942!SPC MN C     -   0.99995963  x   0.99997953  =   0.99993916
 DQ1942!UTM  14      -   0.99995963  x   1.00004289  =   1.00000252
 DQ1942
 DQ1942_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPT8982302538(NAD 83)
 DQ1942
 DQ1942                          SUPERSEDED SURVEY CONTROL
 DQ1942
 DQ1942.No superseded survey control is available for this station.
 DQ1942
 DQ1942_MARKER: F = FLANGE-ENCASED ROD
 DQ1942_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DQ1942_STAMPING: 1410 U 2014
 DQ1942_MARK LOGO: MNDT
 DQ1942_PROJECTION: RECESSED 5 CENTIMETERS
 DQ1942_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DQ1942_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ1942_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ1942+SATELLITE: SATELLITE OBSERVATIONS - March 09, 2023
 DQ1942_ROD/PIPE-DEPTH: 24.1 meters
 DQ1942
 DQ1942  HISTORY     - Date     Condition        Report By
 DQ1942  HISTORY     - 20140610 MONUMENTED       MNDT
 DQ1942  HISTORY     - 20230309 GOOD             MNDT
 DQ1942
 DQ1942                          STATION DESCRIPTION
 DQ1942
 DQ1942'DESCRIBED BY MN DEPT OF TRANSP 2014
 DQ1942'THE STATION IS LOCATED ABOUT 10.1 MI (16.3 KM) WEST-NORTHWEST OF
 DQ1942'HAWLEY, 8.9 MI (14.3 KM) SOUTH OF FELTON AND 6.2 MI (10.0 KM)
 DQ1942'NORTHEAST OF GLYNDON.
 DQ1942'
 DQ1942'TO REACH THE MARK GO 5.0 MI (8.0 KM) NORTH ALONG TRUNK HIGHWAY 9 FROM
 DQ1942'THE JUNCTION OF TRUNK HIGHWAY 9 AND TRUNK HIGHWAY 10, JUNCTION IS 3.5
 DQ1942'MI (5.6 KM) EAST OF GLYNDON, AT TRUNK HIGHWAY 9 MILE POINT 168.75.
 DQ1942'
 DQ1942'THE MARK IS LOCATED 66.3 FT (20.2 M) EAST OF TRUNK HIGHWAY 9, 50.8 FT
 DQ1942'(15.5 M) SOUTH OF 70TH AVENUE NORTH, 1.5 FT (0.5 M) WEST OF A WITNESS
 DQ1942'POST.
 DQ1942'
 DQ1942'NOTE - THE STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM
 DQ1942'ROD DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION REMOVABLE
 DQ1942'DISK SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH
 DQ1942'PVC PIPE BACK FILLED WITH WASHED SAND.
 DQ1942
 DQ1942                          STATION RECOVERY (2023)
 DQ1942
 DQ1942'RECOVERY NOTE BY MN DEPT OF TRANSP 2023 (TXD)
 DQ1942'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DQ1940 ***********************************************************************
 DQ1940  DESIGNATION -  1410 V
 DQ1940  PID         -  DQ1940
 DQ1940  STATE/COUNTY-  MN/CLAY
 DQ1940  COUNTRY     -  US
 DQ1940  USGS QUAD   -  GLYNDON NORTH (2019)
 DQ1940
 DQ1940                         *CURRENT SURVEY CONTROL
 DQ1940  ______________________________________________________________________
 DQ1940* NAD 83(2011) POSITION- 46 58 36.80975(N) 096 30 02.52258(W)   ADJUSTED
 DQ1940* NAD 83(2011) ELLIP HT-   257.032 (meters)        (06/22/23)   ADJUSTED
 DQ1940* NAD 83(2011) EPOCH   -  2010.00
 DQ1940* NAVD 88 ORTHO HEIGHT -   283.591 (meters)      930.41  (feet) ADJUSTED
 DQ1940  ______________________________________________________________________
 DQ1940  GEOID HEIGHT    -        -26.606 (meters)                     GEOID18
 DQ1940  NAD 83(2011) X  -   -493,589.731 (meters)                     COMP
 DQ1940  NAD 83(2011) Y  - -4,331,710.473 (meters)                     COMP
 DQ1940  NAD 83(2011) Z  -  4,640,200.283 (meters)                     COMP
 DQ1940  LAPLACE CORR    -         -2.81  (seconds)                    DEFLEC18
 DQ1940  DYNAMIC HEIGHT  -        283.621 (meters)      930.51  (feet) COMP
 DQ1940  MODELED GRAVITY -    980,710.6   (mgal)                       NAVD 88
 DQ1940
 DQ1940  VERT ORDER      -  SECOND    CLASS I
 DQ1940
 DQ1940  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DQ1940  Standards:
 DQ1940         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DQ1940            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DQ1940  -------------------------------------------------------------------
 DQ1940  NETWORK    0.83   1.55           0.38   0.29   0.79     -0.01263028
 DQ1940  -------------------------------------------------------------------
 DQ1940  Click here for local accuracies and other accuracy information.
 DQ1940
 DQ1940.The horizontal coordinates were established by GPS observations
 DQ1940.and adjusted by the MN DEPT OF TRANSP in June 2023.
 DQ1940
 DQ1940.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DQ1940.been affixed to the stable North American tectonic plate. See 
 DQ1940.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DQ1940
 DQ1940.The horizontal coordinates are valid at the epoch date displayed above
 DQ1940.which is a decimal equivalence of Year/Month/Day.
 DQ1940
 DQ1940.The orthometric height was determined by differential leveling and
 DQ1940.adjusted by the NATIONAL GEODETIC SURVEY
 DQ1940.in August 2019.
 DQ1940
 DQ1940.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ1940.GEOID18 height accuracy estimate available here.
 DQ1940
 DQ1940.Click photographs - Photos may exist for this station.
 DQ1940
 DQ1940.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DQ1940
 DQ1940.The Laplace correction was computed from DEFLEC18 derived deflections.
 DQ1940
 DQ1940.The ellipsoidal height was determined by GPS observations
 DQ1940.and is referenced to NAD 83.
 DQ1940
 DQ1940.The dynamic height is computed by dividing the NAVD 88
 DQ1940.geopotential number by the normal gravity value computed on the
 DQ1940.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ1940.degrees latitude (g = 980.6199 gals.).
 DQ1940
 DQ1940.The modeled gravity was interpolated from observed gravity values.
 DQ1940
 DQ1940. The following values were computed from the NAD 83(2011) position.
 DQ1940
 DQ1940;                    North         East     Units Scale Factor Converg.
 DQ1940;SPC MN C     -   322,164.296   628,772.562   MT  0.99998484   -1 37 41.3
 DQ1940;SPC MN C     - 1,056,967.36  2,062,897.98   sFT  0.99998484   -1 37 41.3
 DQ1940;UTM  14      - 5,205,628.093   690,088.489   MT  1.00004412   +1 49 39.8
 DQ1940
 DQ1940!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DQ1940!SPC MN C     -   0.99995971  x   0.99998484  =   0.99994455
 DQ1940!UTM  14      -   0.99995971  x   1.00004412  =   1.00000383
 DQ1940
 DQ1940_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPT9008805628(NAD 83)
 DQ1940
 DQ1940                          SUPERSEDED SURVEY CONTROL
 DQ1940
 DQ1940.No superseded survey control is available for this station.
 DQ1940
 DQ1940_MARKER: I = METAL ROD
 DQ1940_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DQ1940_STAMPING: 1410 V 2014
 DQ1940_MARK LOGO: MNDT
 DQ1940_PROJECTION: RECESSED 5 CENTIMETERS
 DQ1940_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DQ1940_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ1940_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ1940+SATELLITE: SATELLITE OBSERVATIONS - March 09, 2023
 DQ1940_ROD/PIPE-DEPTH: 24.1 meters
 DQ1940
 DQ1940  HISTORY     - Date     Condition        Report By
 DQ1940  HISTORY     - 20140610 MONUMENTED       MNDT
 DQ1940  HISTORY     - 20210713 GOOD             MNDT
 DQ1940  HISTORY     - 20230309 GOOD             MNDT
 DQ1940
 DQ1940                          STATION DESCRIPTION
 DQ1940
 DQ1940'DESCRIBED BY MN DEPT OF TRANSP 2014
 DQ1940'THE STATION IS LOCATED ABOUT 11.0 MI (17.7 KM) NORTHWEST OF HAWLEY,
 DQ1940'7.9 MI (12.7 KM) NORTH-NORTHEAST OF GLYNDON AND 7.0 MI (11.3 KM) SOUTH
 DQ1940'OF FELTON.
 DQ1940'
 DQ1940'TO REACH THE MARK GO 7.0 MI (11.3 KM) SOUTH ALONG TRUNK HIGHWAY 9
 DQ1940'FROM THE JUNCTION OF TRUNK HIGHWAY 9 AND COUNTY ROAD 34 IN FELTON, AT
 DQ1940'TRUNK HIGHWAY 9 MILE POINT 170.70.
 DQ1940'
 DQ1940'THE MARK IS LOCATED 73.0 FT (22.3 M) EAST OF TRUNK HIGHWAY 9, 140.0 FT
 DQ1940'(42.7 M) SOUTH OF COUNTY ROAD 26 24.0 FT (7.3 M) NORTH OF A FIELD
 DQ1940'ENTRANCE, 1.5 FT (0.5 M) WEST OF A WITNESS POST.
 DQ1940'
 DQ1940'NOTE - THE STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM
 DQ1940'ROD DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION REMOVABLE
 DQ1940'DISK SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH
 DQ1940'PVC PIPE BACK FILLED WITH WASHED SAND.
 DQ1940
 DQ1940                          STATION RECOVERY (2021)
 DQ1940
 DQ1940'RECOVERY NOTE BY MN DEPT OF TRANSP 2021 (DAS)
 DQ1940'RECOVERED IN GOOD CONDITION.
 DQ1940
 DQ1940                          STATION RECOVERY (2023)
 DQ1940
 DQ1940'RECOVERY NOTE BY MN DEPT OF TRANSP 2023 (BXD)
 DQ1940'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DQ1938 ***********************************************************************
 DQ1938  DESIGNATION -  1410 W
 DQ1938  PID         -  DQ1938
 DQ1938  STATE/COUNTY-  MN/CLAY
 DQ1938  COUNTRY     -  US
 DQ1938  USGS QUAD   -  GLYNDON NORTH (2019)
 DQ1938
 DQ1938                         *CURRENT SURVEY CONTROL
 DQ1938  ______________________________________________________________________
 DQ1938* NAD 83(2011) POSITION- 46 59 03.55138(N) 096 30 02.68371(W)   ADJUSTED
 DQ1938* NAD 83(2011) ELLIP HT-   257.110 (meters)        (06/22/23)   ADJUSTED
 DQ1938* NAD 83(2011) EPOCH   -  2010.00
 DQ1938* NAVD 88 ORTHO HEIGHT -   283.642 (meters)      930.58  (feet) ADJUSTED
 DQ1938  ______________________________________________________________________
 DQ1938  GEOID HEIGHT    -        -26.595 (meters)                     GEOID18
 DQ1938  NAD 83(2011) X  -   -493,524.763 (meters)                     COMP
 DQ1938  NAD 83(2011) Y  - -4,331,110.237 (meters)                     COMP
 DQ1938  NAD 83(2011) Z  -  4,640,763.762 (meters)                     COMP
 DQ1938  LAPLACE CORR    -         -2.82  (seconds)                    DEFLEC18
 DQ1938  DYNAMIC HEIGHT  -        283.672 (meters)      930.68  (feet) COMP
 DQ1938  MODELED GRAVITY -    980,713.5   (mgal)                       NAVD 88
 DQ1938
 DQ1938  VERT ORDER      -  SECOND    CLASS I
 DQ1938
 DQ1938  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DQ1938  Standards:
 DQ1938         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DQ1938            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DQ1938  -------------------------------------------------------------------
 DQ1938  NETWORK    0.71   1.33           0.32   0.25   0.68     -0.01381851
 DQ1938  -------------------------------------------------------------------
 DQ1938  Click here for local accuracies and other accuracy information.
 DQ1938
 DQ1938.The horizontal coordinates were established by GPS observations
 DQ1938.and adjusted by the MN DEPT OF TRANSP in June 2023.
 DQ1938
 DQ1938.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DQ1938.been affixed to the stable North American tectonic plate. See 
 DQ1938.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DQ1938
 DQ1938.The horizontal coordinates are valid at the epoch date displayed above
 DQ1938.which is a decimal equivalence of Year/Month/Day.
 DQ1938
 DQ1938.The orthometric height was determined by differential leveling and
 DQ1938.adjusted by the NATIONAL GEODETIC SURVEY
 DQ1938.in August 2019.
 DQ1938
 DQ1938.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ1938.GEOID18 height accuracy estimate available here.
 DQ1938
 DQ1938.Click photographs - Photos may exist for this station.
 DQ1938
 DQ1938.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DQ1938
 DQ1938.The Laplace correction was computed from DEFLEC18 derived deflections.
 DQ1938
 DQ1938.The ellipsoidal height was determined by GPS observations
 DQ1938.and is referenced to NAD 83.
 DQ1938
 DQ1938.The dynamic height is computed by dividing the NAVD 88
 DQ1938.geopotential number by the normal gravity value computed on the
 DQ1938.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ1938.degrees latitude (g = 980.6199 gals.).
 DQ1938
 DQ1938.The modeled gravity was interpolated from observed gravity values.
 DQ1938
 DQ1938. The following values were computed from the NAD 83(2011) position.
 DQ1938
 DQ1938;                    North         East     Units Scale Factor Converg.
 DQ1938;SPC MN C     -   322,989.847   628,792.621   MT  0.99998631   -1 37 41.4
 DQ1938;SPC MN C     - 1,059,675.86  2,062,963.79   sFT  0.99998631   -1 37 41.4
 DQ1938;UTM  14      - 5,206,453.400   690,058.744   MT  1.00004398   +1 49 40.5
 DQ1938
 DQ1938!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DQ1938!SPC MN C     -   0.99995970  x   0.99998631  =   0.99994601
 DQ1938!UTM  14      -   0.99995970  x   1.00004398  =   1.00000368
 DQ1938
 DQ1938_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPT9005806453(NAD 83)
 DQ1938
 DQ1938                          SUPERSEDED SURVEY CONTROL
 DQ1938
 DQ1938.No superseded survey control is available for this station.
 DQ1938
 DQ1938_MARKER: F = FLANGE-ENCASED ROD
 DQ1938_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DQ1938_STAMPING: 1410 W 2014
 DQ1938_MARK LOGO: MNDT
 DQ1938_PROJECTION: RECESSED 3 CENTIMETERS
 DQ1938_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DQ1938_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ1938_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ1938+SATELLITE: SATELLITE OBSERVATIONS - March 14, 2023
 DQ1938_ROD/PIPE-DEPTH: 25.9 meters
 DQ1938
 DQ1938  HISTORY     - Date     Condition        Report By
 DQ1938  HISTORY     - 20140610 MONUMENTED       MNDT
 DQ1938  HISTORY     - 20230314 GOOD             MNDT
 DQ1938
 DQ1938                          STATION DESCRIPTION
 DQ1938
 DQ1938'DESCRIBED BY MN DEPT OF TRANSP 2014
 DQ1938'THE STATION IS LOCATED ABOUT 11.3 MI (18.2 KM) NORTHWEST OF HAWLEY,
 DQ1938'8.4 MI (13.5 KM) NORTH-NORTHEAST OF GLYNDON AND 6.5 MI (10.5 KM) SOUTH
 DQ1938'OF FELTON.
 DQ1938'
 DQ1938'TO REACH THE MARK GO 6.5 MI (10.5 KM) SOUTH ALONG TRUNK HIGHWAY 9 FROM
 DQ1938'THE JUNCTION OF TRUNK HIGHWAY 9 AND COUNTY ROAD 34 IN FELTON, AT TRUNK
 DQ1938'HIGHWAY 9 MILE POINT 171.25.
 DQ1938'
 DQ1938'THE MARK IS LOCATED 40.6 FT (12.4 M) WEST OF TRUNK HIGHWAY 9, 22.5 FT
 DQ1938'(6.9 M) SOUTH OF DRIVEWAY NUMBER 9491, 1.5 FT (0.5 M) EAST OF A
 DQ1938'WITNESS POST.
 DQ1938'
 DQ1938'NOTE - THE STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM
 DQ1938'ROD DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION REMOVABLE
 DQ1938'DISK SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH
 DQ1938'PVC PIPE BACK FILLED WITH WASHED SAND.
 DQ1938
 DQ1938                          STATION RECOVERY (2023)
 DQ1938
 DQ1938'RECOVERY NOTE BY MN DEPT OF TRANSP 2023 (BXG)
 DQ1938'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DQ1936 ***********************************************************************
 DQ1936  DESIGNATION -  1410 X
 DQ1936  PID         -  DQ1936
 DQ1936  STATE/COUNTY-  MN/CLAY
 DQ1936  COUNTRY     -  US
 DQ1936  USGS QUAD   -  FELTON (2019)
 DQ1936
 DQ1936                         *CURRENT SURVEY CONTROL
 DQ1936  ______________________________________________________________________
 DQ1936* NAD 83(2011) POSITION- 47 01 13.45679(N) 096 30 01.03313(W)   ADJUSTED
 DQ1936* NAD 83(2011) ELLIP HT-   255.249 (meters)        (06/22/23)   ADJUSTED
 DQ1936* NAD 83(2011) EPOCH   -  2010.00
 DQ1936* NAVD 88 ORTHO HEIGHT -   281.749 (meters)      924.37  (feet) ADJUSTED
 DQ1936  ______________________________________________________________________
 DQ1936  GEOID HEIGHT    -        -26.561 (meters)                     GEOID18
 DQ1936  NAD 83(2011) X  -   -493,157.795 (meters)                     COMP
 DQ1936  NAD 83(2011) Y  - -4,328,197.670 (meters)                     COMP
 DQ1936  NAD 83(2011) Z  -  4,643,498.283 (meters)                     COMP
 DQ1936  LAPLACE CORR    -         -2.65  (seconds)                    DEFLEC18
 DQ1936  DYNAMIC HEIGHT  -        281.782 (meters)      924.48  (feet) COMP
 DQ1936  MODELED GRAVITY -    980,724.9   (mgal)                       NAVD 88
 DQ1936
 DQ1936  VERT ORDER      -  SECOND    CLASS I
 DQ1936
 DQ1936  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DQ1936  Standards:
 DQ1936         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DQ1936            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DQ1936  -------------------------------------------------------------------
 DQ1936  NETWORK    0.79   1.39           0.36   0.27   0.71     -0.06656035
 DQ1936  -------------------------------------------------------------------
 DQ1936  Click here for local accuracies and other accuracy information.
 DQ1936
 DQ1936.The horizontal coordinates were established by GPS observations
 DQ1936.and adjusted by the MN DEPT OF TRANSP in June 2023.
 DQ1936
 DQ1936.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DQ1936.been affixed to the stable North American tectonic plate. See 
 DQ1936.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DQ1936
 DQ1936.The horizontal coordinates are valid at the epoch date displayed above
 DQ1936.which is a decimal equivalence of Year/Month/Day.
 DQ1936
 DQ1936.The orthometric height was determined by differential leveling and
 DQ1936.adjusted by the NATIONAL GEODETIC SURVEY
 DQ1936.in August 2019.
 DQ1936
 DQ1936.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ1936.GEOID18 height accuracy estimate available here.
 DQ1936
 DQ1936.Click photographs - Photos may exist for this station.
 DQ1936
 DQ1936.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DQ1936
 DQ1936.The Laplace correction was computed from DEFLEC18 derived deflections.
 DQ1936
 DQ1936.The ellipsoidal height was determined by GPS observations
 DQ1936.and is referenced to NAD 83.
 DQ1936
 DQ1936.The dynamic height is computed by dividing the NAVD 88
 DQ1936.geopotential number by the normal gravity value computed on the
 DQ1936.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ1936.degrees latitude (g = 980.6199 gals.).
 DQ1936
 DQ1936.The modeled gravity was interpolated from observed gravity values.
 DQ1936
 DQ1936. The following values were computed from the NAD 83(2011) position.
 DQ1936
 DQ1936;                    North         East     Units Scale Factor Converg.
 DQ1936;SPC MN C     -   326,998.780   628,941.444   MT  0.99999367   -1 37 40.2
 DQ1936;SPC MN C     - 1,072,828.50  2,063,452.05   sFT  0.99999367   -1 37 40.2
 DQ1936;UTM  14      - 5,210,464.229   689,965.582   MT  1.00004354   +1 49 45.6
 DQ1936
 DQ1936!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DQ1936!SPC MN C     -   0.99995999  x   0.99999367  =   0.99995366
 DQ1936!UTM  14      -   0.99995999  x   1.00004354  =   1.00000353
 DQ1936
 DQ1936_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPT8996510464(NAD 83)
 DQ1936
 DQ1936                          SUPERSEDED SURVEY CONTROL
 DQ1936
 DQ1936.No superseded survey control is available for this station.
 DQ1936
 DQ1936_MARKER: F = FLANGE-ENCASED ROD
 DQ1936_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DQ1936_STAMPING: 1410 X 2014
 DQ1936_MARK LOGO: MNDT
 DQ1936_PROJECTION: RECESSED 5 CENTIMETERS
 DQ1936_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DQ1936_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ1936_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ1936+SATELLITE: SATELLITE OBSERVATIONS - March 14, 2023
 DQ1936_ROD/PIPE-DEPTH: 21.0 meters
 DQ1936
 DQ1936  HISTORY     - Date     Condition        Report By
 DQ1936  HISTORY     - 20140610 MONUMENTED       MNDT
 DQ1936  HISTORY     - 20230314 GOOD             MNDT
 DQ1936
 DQ1936                          STATION DESCRIPTION
 DQ1936
 DQ1936'DESCRIBED BY MN DEPT OF TRANSP 2014
 DQ1936'THE STATION IS LOCATED ABOUT 11.0 MI (17.7 KM) SOUTH OF BORUP, 10.7 MI
 DQ1936'(17.2 KM) NORTH-NORTHEAST OF GLYNDON AND 4.0 MI (6.4 KM) SOUTH OF
 DQ1936'FELTON.
 DQ1936'
 DQ1936'TO REACH THE MARK GO 4.0 MI (6.4 KM) SOUTH ALONG TRUNK HIGHWAY 9  FROM
 DQ1936'THE JUNCTION OF TRUNK HIGHWAY 9 AND COUNTY ROAD 34 IN FELTON, AT TRUNK
 DQ1936'HIGHWAY 9 MILE POINT 173.70.
 DQ1936'
 DQ1936'THE MARK IS LOCATED 73.4 FT (22.4 M) WEST OF TRUNK HIGHWAY 9, 85.9 FT
 DQ1936'(26.2 M) SOUTH OF 120TH AVENUE NORTH, 37.0 FT (11.3 M) NORTH OF A
 DQ1936'FIELD ENTRANCE, 1.5 FT (0.5 M) EAST OF A WITNESS POST.
 DQ1936'
 DQ1936'NOTE - THE STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM
 DQ1936'ROD DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION REMOVABLE
 DQ1936'DISK SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH
 DQ1936'PVC PIPE BACK FILLED WITH WASHED SAND.
 DQ1936
 DQ1936                          STATION RECOVERY (2023)
 DQ1936
 DQ1936'RECOVERY NOTE BY MN DEPT OF TRANSP 2023 (BXG)
 DQ1936'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DQ1935 ***********************************************************************
 DQ1935  DESIGNATION -  1410 Y
 DQ1935  PID         -  DQ1935
 DQ1935  STATE/COUNTY-  MN/CLAY
 DQ1935  COUNTRY     -  US
 DQ1935  USGS QUAD   -  FELTON (2019)
 DQ1935
 DQ1935                         *CURRENT SURVEY CONTROL
 DQ1935  ______________________________________________________________________
 DQ1935* NAD 83(2011) POSITION- 47 01 59.01613(N) 096 30 00.89333(W)   ADJUSTED
 DQ1935* NAD 83(2011) ELLIP HT-   254.648 (meters)        (06/22/23)   ADJUSTED
 DQ1935* NAD 83(2011) EPOCH   -  2010.00
 DQ1935* NAVD 88 ORTHO HEIGHT -   281.151 (meters)      922.41  (feet) ADJUSTED
 DQ1935  ______________________________________________________________________
 DQ1935  GEOID HEIGHT    -        -26.554 (meters)                     GEOID18
 DQ1935  NAD 83(2011) X  -   -493,038.274 (meters)                     COMP
 DQ1935  NAD 83(2011) Y  - -4,327,174.774 (meters)                     COMP
 DQ1935  NAD 83(2011) Z  -  4,644,456.915 (meters)                     COMP
 DQ1935  LAPLACE CORR    -         -2.50  (seconds)                    DEFLEC18
 DQ1935  DYNAMIC HEIGHT  -        281.185 (meters)      922.52  (feet) COMP
 DQ1935  MODELED GRAVITY -    980,726.7   (mgal)                       NAVD 88
 DQ1935
 DQ1935  VERT ORDER      -  SECOND    CLASS I
 DQ1935
 DQ1935  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DQ1935  Standards:
 DQ1935         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DQ1935            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DQ1935  -------------------------------------------------------------------
 DQ1935  NETWORK    0.77   1.35           0.35   0.27   0.69     -0.06380891
 DQ1935  -------------------------------------------------------------------
 DQ1935  Click here for local accuracies and other accuracy information.
 DQ1935
 DQ1935.The horizontal coordinates were established by GPS observations
 DQ1935.and adjusted by the MN DEPT OF TRANSP in June 2023.
 DQ1935
 DQ1935.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DQ1935.been affixed to the stable North American tectonic plate. See 
 DQ1935.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DQ1935
 DQ1935.The horizontal coordinates are valid at the epoch date displayed above
 DQ1935.which is a decimal equivalence of Year/Month/Day.
 DQ1935
 DQ1935.The orthometric height was determined by differential leveling and
 DQ1935.adjusted by the NATIONAL GEODETIC SURVEY
 DQ1935.in August 2019.
 DQ1935
 DQ1935.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ1935.GEOID18 height accuracy estimate available here.
 DQ1935
 DQ1935.Click photographs - Photos may exist for this station.
 DQ1935
 DQ1935.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DQ1935
 DQ1935.The Laplace correction was computed from DEFLEC18 derived deflections.
 DQ1935
 DQ1935.The ellipsoidal height was determined by GPS observations
 DQ1935.and is referenced to NAD 83.
 DQ1935
 DQ1935.The dynamic height is computed by dividing the NAVD 88
 DQ1935.geopotential number by the normal gravity value computed on the
 DQ1935.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ1935.degrees latitude (g = 980.6199 gals.).
 DQ1935
 DQ1935.The modeled gravity was interpolated from observed gravity values.
 DQ1935
 DQ1935. The following values were computed from the NAD 83(2011) position.
 DQ1935
 DQ1935;                    North         East     Units Scale Factor Converg.
 DQ1935;SPC MN C     -   328,405.036   628,984.361   MT  0.99999634   -1 37 40.1
 DQ1935;SPC MN C     - 1,077,442.19  2,063,592.86   sFT  0.99999634   -1 37 40.1
 DQ1935;UTM  14      - 5,211,870.582   689,923.614   MT  1.00004335   +1 49 47.0
 DQ1935
 DQ1935!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DQ1935!SPC MN C     -   0.99996009  x   0.99999634  =   0.99995643
 DQ1935!UTM  14      -   0.99996009  x   1.00004335  =   1.00000343
 DQ1935
 DQ1935_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPT8992311870(NAD 83)
 DQ1935
 DQ1935                          SUPERSEDED SURVEY CONTROL
 DQ1935
 DQ1935.No superseded survey control is available for this station.
 DQ1935
 DQ1935_MARKER: F = FLANGE-ENCASED ROD
 DQ1935_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DQ1935_STAMPING: 1410 Y 2014
 DQ1935_MARK LOGO: MNDT
 DQ1935_PROJECTION: RECESSED 5 CENTIMETERS
 DQ1935_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DQ1935_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ1935_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ1935+SATELLITE: SATELLITE OBSERVATIONS - March 14, 2023
 DQ1935_ROD/PIPE-DEPTH: 28.7 meters
 DQ1935
 DQ1935  HISTORY     - Date     Condition        Report By
 DQ1935  HISTORY     - 20140611 MONUMENTED       MNDT
 DQ1935  HISTORY     - 20230314 GOOD             MNDT
 DQ1935
 DQ1935                          STATION DESCRIPTION
 DQ1935
 DQ1935'DESCRIBED BY MN DEPT OF TRANSP 2014
 DQ1935'THE STATION IS LOCATED ABOUT 11.5 MI (18.5 KM) NORTH-NORTHEAST OF
 DQ1935'GLYNDON, 10.2 MI (16.4 KM) SOUTH OF BORUP AND 3.2 MI (5.1 KM) SOUTH OF
 DQ1935'FELTON.
 DQ1935'
 DQ1935'TO REACH THE MARK GO 3.15 MI (5.1 KM) SOUTH ALONG TRUNK HIGHWAY 9 FROM
 DQ1935'THE JUNCTION OF TRUNK HIGHWAY 9 AND COUNTY ROAD 34 IN FELTON, AT TRUNK
 DQ1935'HIGHWAY 9 MILE POINT 174.54.
 DQ1935'
 DQ1935'THE MARK IS LOCATED 82.8 FT (25.2 M) WEST OF TRUNK HIGHWAY 9, 30 FT
 DQ1935'(9.1 M) NORTH OF 130TH AVENUE NORTH, 1.5 FT (0.5 M) EAST OF A WITNESS
 DQ1935'POST.
 DQ1935'
 DQ1935'NOTE - THE STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM
 DQ1935'ROD DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION REMOVABLE
 DQ1935'DISK SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH
 DQ1935'PVC PIPE BACK FILLED WITH WASHED SAND.
 DQ1935
 DQ1935                          STATION RECOVERY (2023)
 DQ1935
 DQ1935'RECOVERY NOTE BY MN DEPT OF TRANSP 2023 (BXG)
 DQ1935'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DQ1933 ***********************************************************************
 DQ1933  DESIGNATION -  1410 Z
 DQ1933  PID         -  DQ1933
 DQ1933  STATE/COUNTY-  MN/CLAY
 DQ1933  COUNTRY     -  US
 DQ1933  USGS QUAD   -  FELTON (2019)
 DQ1933
 DQ1933                         *CURRENT SURVEY CONTROL
 DQ1933  ______________________________________________________________________
 DQ1933* NAD 83(2011) POSITION- 47 03 50.24150(N) 096 30 03.81454(W)   ADJUSTED
 DQ1933* NAD 83(2011) ELLIP HT-   252.864 (meters)        (06/22/23)   ADJUSTED
 DQ1933* NAD 83(2011) EPOCH   -  2010.00
 DQ1933* NAVD 88 ORTHO HEIGHT -   279.352 (meters)      916.51  (feet) ADJUSTED
 DQ1933  ______________________________________________________________________
 DQ1933  GEOID HEIGHT    -        -26.544 (meters)                     GEOID18
 DQ1933  NAD 83(2011) X  -   -492,814.769 (meters)                     COMP
 DQ1933  NAD 83(2011) Y  - -4,324,668.645 (meters)                     COMP
 DQ1933  NAD 83(2011) Z  -  4,646,796.073 (meters)                     COMP
 DQ1933  LAPLACE CORR    -         -2.05  (seconds)                    DEFLEC18
 DQ1933  DYNAMIC HEIGHT  -        279.387 (meters)      916.62  (feet) COMP
 DQ1933  MODELED GRAVITY -    980,731.0   (mgal)                       NAVD 88
 DQ1933
 DQ1933  VERT ORDER      -  SECOND    CLASS I
 DQ1933
 DQ1933  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DQ1933  Standards:
 DQ1933         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DQ1933            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DQ1933  -------------------------------------------------------------------
 DQ1933  NETWORK    0.75   1.39           0.34   0.26   0.71     -0.01511137
 DQ1933  -------------------------------------------------------------------
 DQ1933  Click here for local accuracies and other accuracy information.
 DQ1933
 DQ1933.The horizontal coordinates were established by GPS observations
 DQ1933.and adjusted by the MN DEPT OF TRANSP in June 2023.
 DQ1933
 DQ1933.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DQ1933.been affixed to the stable North American tectonic plate. See 
 DQ1933.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DQ1933
 DQ1933.The horizontal coordinates are valid at the epoch date displayed above
 DQ1933.which is a decimal equivalence of Year/Month/Day.
 DQ1933
 DQ1933.The orthometric height was determined by differential leveling and
 DQ1933.adjusted by the NATIONAL GEODETIC SURVEY
 DQ1933.in August 2019.
 DQ1933
 DQ1933.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ1933.GEOID18 height accuracy estimate available here.
 DQ1933
 DQ1933.Click photographs - Photos may exist for this station.
 DQ1933
 DQ1933.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DQ1933
 DQ1933.The Laplace correction was computed from DEFLEC18 derived deflections.
 DQ1933
 DQ1933.The ellipsoidal height was determined by GPS observations
 DQ1933.and is referenced to NAD 83.
 DQ1933
 DQ1933.The dynamic height is computed by dividing the NAVD 88
 DQ1933.geopotential number by the normal gravity value computed on the
 DQ1933.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ1933.degrees latitude (g = 980.6199 gals.).
 DQ1933
 DQ1933.The modeled gravity was interpolated from observed gravity values.
 DQ1933
 DQ1933. The following values were computed from the NAD 83(2011) position.
 DQ1933
 DQ1933;                    North         East     Units Scale Factor Converg.
 DQ1933;SPC MN C     -   331,840.157   629,020.314   MT  1.00000308   -1 37 42.2
 DQ1933;SPC MN C     - 1,088,712.25  2,063,710.81   sFT  1.00000308   -1 37 42.2
 DQ1933;UTM  14      - 5,215,301.765   689,752.299   MT  1.00004254   +1 49 48.2
 DQ1933
 DQ1933!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DQ1933!SPC MN C     -   0.99996037  x   1.00000308  =   0.99996345
 DQ1933!UTM  14      -   0.99996037  x   1.00004254  =   1.00000290
 DQ1933
 DQ1933_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPT8975215301(NAD 83)
 DQ1933
 DQ1933                          SUPERSEDED SURVEY CONTROL
 DQ1933
 DQ1933.No superseded survey control is available for this station.
 DQ1933
 DQ1933_MARKER: F = FLANGE-ENCASED ROD
 DQ1933_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DQ1933_STAMPING: 1410 Z 2014
 DQ1933_MARK LOGO: MNDT
 DQ1933_PROJECTION: RECESSED 5 CENTIMETERS
 DQ1933_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DQ1933_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ1933_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ1933+SATELLITE: SATELLITE OBSERVATIONS - March 14, 2023
 DQ1933_ROD/PIPE-DEPTH: 24.1 meters
 DQ1933
 DQ1933  HISTORY     - Date     Condition        Report By
 DQ1933  HISTORY     - 20140611 MONUMENTED       MNDT
 DQ1933  HISTORY     - 20230314 GOOD             MNDT
 DQ1933
 DQ1933                          STATION DESCRIPTION
 DQ1933
 DQ1933'DESCRIBED BY MN DEPT OF TRANSP 2014
 DQ1933'THE STATION IS LOCATED ABOUT 11.5 MI (18.5 KM) WEST OF ULEN, 8.0 MI
 DQ1933'(12.9 KM) SOUTH OF BORUP AND 1.0 MI (1.6 KM) SOUTH-SOUTHEAST OF
 DQ1933'FELTON.
 DQ1933'
 DQ1933'TO REACH THE MARK GO 1.0 MI (1.6 KM) SOUTH ALONG TRUNK HIGHWAY 9 FROM
 DQ1933'THE JUNCTION OF TRUNK HIGHWAY 9 AND COUNTY ROAD 34 IN FELTON, AT TRUNK
 DQ1933'HIGHWAY 9 MILE POINT 176.7.
 DQ1933'
 DQ1933'THE MARK IS LOCATED 77.1 FT (23.5 M) WEST OF TRUNK HIGHWAY 9, 17.0 FT
 DQ1933'(5.2 M) SOUTH OF A FIELD ENTRANCE, 1.5 FT (0.5 M) EAST OF A WITNESS
 DQ1933'POST.
 DQ1933'
 DQ1933'NOTTE - THE STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM
 DQ1933'ROD DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION REMOVABLE
 DQ1933'DISK SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH
 DQ1933'PVC PIPE BACK FILLED WITH WASHED SAND.
 DQ1933
 DQ1933                          STATION RECOVERY (2023)
 DQ1933
 DQ1933'RECOVERY NOTE BY MN DEPT OF TRANSP 2023 (AXD)
 DQ1933'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DF8016 ***********************************************************************
 DF8016  DESIGNATION -  1413 A
 DF8016  PID         -  DF8016
 DF8016  STATE/COUNTY-  MN/CLAY
 DF8016  COUNTRY     -  US
 DF8016  USGS QUAD   -  FARGO NORTH (2018)
 DF8016
 DF8016                         *CURRENT SURVEY CONTROL
 DF8016  ______________________________________________________________________
 DF8016* NAD 83(1986) POSITION- 46 52 30.74   (N) 096 46 30.05   (W)   HD_HELD1
 DF8016* NAVD 88 ORTHO HEIGHT -   275.610 (meters)      904.23  (feet) ADJUSTED
 DF8016  ______________________________________________________________________
 DF8016  GEOID HEIGHT    -        -26.491 (meters)                     GEOID18
 DF8016  DYNAMIC HEIGHT  -        275.633 (meters)      904.31  (feet) COMP
 DF8016  MODELED GRAVITY -    980,692.0   (mgal)                       NAVD 88
 DF8016
 DF8016  VERT ORDER      -  SECOND    CLASS I
 DF8016
 DF8016.The horizontal coordinates were determined by differentially corrected
 DF8016.hand held GPS observations or other comparable positioning techniques
 DF8016.and have an estimated accuracy of +/- 3 meters.
 DF8016
 DF8016.The orthometric height was determined by differential leveling and
 DF8016.adjusted by the NATIONAL GEODETIC SURVEY
 DF8016.in August 2019.
 DF8016
 DF8016.Significant digits in the geoid height do not necessarily reflect accuracy.
 DF8016.GEOID18 height accuracy estimate available here.
 DF8016
 DF8016.Click photographs - Photos may exist for this station.
 DF8016
 DF8016.The dynamic height is computed by dividing the NAVD 88
 DF8016.geopotential number by the normal gravity value computed on the
 DF8016.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DF8016.degrees latitude (g = 980.6199 gals.).
 DF8016
 DF8016.The modeled gravity was interpolated from observed gravity values.
 DF8016
 DF8016;                    North         East    Units  Estimated Accuracy
 DF8016;SPC MN C     -   311,495.1     607,549.9     MT  (+/- 3 meters HH1 GPS) 
 DF8016
 DF8016_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPS6954693699(NAD 83)
 DF8016
 DF8016                          SUPERSEDED SURVEY CONTROL
 DF8016
 DF8016  NAVD 88 (11/28/11)  275.694  (m)          904.51   (f) SUPERSEDED  2 1
 DF8016  NAVD 88 (04/16/04)  275.710  (m)          904.56   (f) SUPERSEDED  2 1
 DF8016
 DF8016.Superseded values are not recommended for survey control.
 DF8016
 DF8016.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF8016.See file dsdata.pdf to determine how the superseded data were derived.
 DF8016
 DF8016_MARKER: DD = SURVEY DISK
 DF8016_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DF8016_SP_SET: BRIDGE WING WALL
 DF8016_STAMPING: 1413 A 2000
 DF8016_MARK LOGO: MNDT
 DF8016_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DF8016_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DF8016_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF8016+SATELLITE: SATELLITE OBSERVATIONS - June 14, 2022
 DF8016
 DF8016  HISTORY     - Date     Condition        Report By
 DF8016  HISTORY     - 2000     MONUMENTED       MNDT
 DF8016  HISTORY     - 20091029 GOOD             MNDT
 DF8016  HISTORY     - 20220614 GOOD             MNDT
 DF8016
 DF8016                          STATION DESCRIPTION
 DF8016
 DF8016'DESCRIBED BY MN DEPT OF TRANSP 2000 (DKH)
 DF8016'IN WEST EDGE OF MOORHEAD, IN WINGWALL AT NE COR OF CENTER AVE BRDG NO
 DF8016'5270 OVER RED RIVER, 49.0 FT (14.9 M) NORTH OF CENTER AVE, 25.7 FT
 DF8016'(7.8 M) WNW OF LIGHT STANDARD.
 DF8016
 DF8016                          STATION RECOVERY (2009)
 DF8016
 DF8016'RECOVERY NOTE BY MN DEPT OF TRANSP 2009 (TH)
 DF8016'RECOVERED AS DESCRIBED.
 DF8016
 DF8016                          STATION RECOVERY (2022)
 DF8016
 DF8016'RECOVERY NOTE BY MN DEPT OF TRANSP 2022 (KMS)
 DF8016'IN THE WEST EDGE OF MOORHEAD, IN BRIDGE NUMBER 5270 WING WALL AT THE
 DF8016'NORTHEAST CORNER OF CENTER AVENUE BRIDGE OVER THE RED RIVER, 0.3 MI
 DF8016'(0.5 KM) WEST ALONG TRUNK HIGHWAY 10 (MAIN AVENUE) FROM THE JUNCTION
 DF8016'OF TRUNK HIGHWAY 10 (MAIN AVENUE) AND 499.0 FT (152.1 M) NORTH ALONG
 DF8016'FOURTH STREET SOUTH, 102.0 FT (31.1 M) WEST ALONG CENTER AVENUE, 49.0
 DF8016'FT (14.9 M) NORTH OF CENTER AVENUE, 25.7 FT (7.8 M) WEST-NORTHWEST OF
 DF8016'A LIGHT STANDARD.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DM7598 ***********************************************************************
 DM7598  DESIGNATION -  1413 B
 DM7598  PID         -  DM7598
 DM7598  STATE/COUNTY-  MN/CLAY
 DM7598  COUNTRY     -  US
 DM7598  USGS QUAD   -  FARGO SOUTH (2018)
 DM7598
 DM7598                         *CURRENT SURVEY CONTROL
 DM7598  ______________________________________________________________________
 DM7598* NAD 83(1986) POSITION- 46 52 25.27   (N) 096 46 31.44   (W)   HD_HELD1
 DM7598* NAVD 88 ORTHO HEIGHT -   277.461 (meters)      910.30  (feet) ADJUSTED
 DM7598  ______________________________________________________________________
 DM7598  GEOID HEIGHT    -        -26.493 (meters)                     GEOID18
 DM7598  DYNAMIC HEIGHT  -        277.484 (meters)      910.38  (feet) COMP
 DM7598  MODELED GRAVITY -    980,691.9   (mgal)                       NAVD 88
 DM7598
 DM7598  VERT ORDER      -  SECOND    CLASS I
 DM7598
 DM7598.The horizontal coordinates were determined by differentially corrected
 DM7598.hand held GPS observations or other comparable positioning techniques
 DM7598.and have an estimated accuracy of +/- 3 meters.
 DM7598
 DM7598.The orthometric height was determined by differential leveling and
 DM7598.adjusted by the NATIONAL GEODETIC SURVEY
 DM7598.in August 2019.
 DM7598
 DM7598.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM7598.GEOID18 height accuracy estimate available here.
 DM7598
 DM7598.Click photographs - Photos may exist for this station.
 DM7598
 DM7598.The dynamic height is computed by dividing the NAVD 88
 DM7598.geopotential number by the normal gravity value computed on the
 DM7598.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM7598.degrees latitude (g = 980.6199 gals.).
 DM7598
 DM7598.The modeled gravity was interpolated from observed gravity values.
 DM7598
 DM7598;                    North         East    Units  Estimated Accuracy
 DM7598;SPC MN C     -   311,327.2     607,515.1     MT  (+/- 3 meters HH1 GPS) 
 DM7598
 DM7598_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPS6952193529(NAD 83)
 DM7598
 DM7598                          SUPERSEDED SURVEY CONTROL
 DM7598
 DM7598  NAVD 88 (11/28/11)  277.543  (m)          910.57   (f) SUPERSEDED  2 1
 DM7598
 DM7598.Superseded values are not recommended for survey control.
 DM7598
 DM7598.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DM7598.See file dsdata.pdf to determine how the superseded data were derived.
 DM7598
 DM7598_MARKER: DD = SURVEY DISK
 DM7598_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DM7598_SP_SET: BRIDGE ABUTMENT
 DM7598_STAMPING: 1413 B 2009
 DM7598_MARK LOGO: MNDT
 DM7598_MAGNETIC: N = NO MAGNETIC MATERIAL
 DM7598_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DM7598_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DM7598+SATELLITE: SATELLITE OBSERVATIONS - June 14, 2022
 DM7598
 DM7598  HISTORY     - Date     Condition        Report By
 DM7598  HISTORY     - 20030401 MONUMENTED       MNDT
 DM7598  HISTORY     - 20091106 GOOD             MNDT
 DM7598  HISTORY     - 20130806 GOOD             GEOCAC
 DM7598  HISTORY     - 20220614 GOOD             MNDT
 DM7598
 DM7598                          STATION DESCRIPTION
 DM7598
 DM7598'DESCRIBED BY MN DEPT OF TRANSP 2009 (DKH)
 DM7598'THE MARK IS IN MOORHEAD.
 DM7598'
 DM7598'IN THE ABUTMENT AT THE SOUTHEAST CORNER OF THE MAIN AVENUE BRIDGE OVER
 DM7598'3RD STREET SOUTH.
 DM7598'
 DM7598'DISK SET IN BRIDGE WHEN BUILT IN 2003.
 DM7598
 DM7598                          STATION RECOVERY (2013)
 DM7598
 DM7598'RECOVERY NOTE BY GEOCACHING 2013 (LPC)
 DM7598'RECOVERED IN GOOD CONDITION.
 DM7598
 DM7598                          STATION RECOVERY (2022)
 DM7598
 DM7598'RECOVERY NOTE BY MN DEPT OF TRANSP 2022 (KMS)
 DM7598'IN MOORHEAD, IN THE ABUTMENT AT THE SOUTHEAST CORNER OF THE MAIN
 DM7598'AVENUE BRIDGE OVER THIRD STREET SOUTH, 0.4 MI (0.6 KM) WEST ALONG
 DM7598'TRUNK HIGHWAY 10 (MAIN AVENUE) FROM THE JUNCTION OF TRUNK HIGHWAY 10
 DM7598'(MAIN AVENUE) AND EIGHTH STREET SOUTH IN MOORHEAD.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DM4273 ***********************************************************************
 DM4273  DESIGNATION -  1414 B
 DM4273  PID         -  DM4273
 DM4273  STATE/COUNTY-  MN/CLAY
 DM4273  COUNTRY     -  US
 DM4273  USGS QUAD   -  SABIN (2019)
 DM4273
 DM4273                         *CURRENT SURVEY CONTROL
 DM4273  ______________________________________________________________________
 DM4273* NAD 83(2011) POSITION- 46 50 52.94009(N) 096 38 36.03126(W)   ADJUSTED
 DM4273* NAD 83(2011) ELLIP HT-   254.864 (meters)        (04/09/24)   ADJUSTED
 DM4273* NAD 83(2011) EPOCH   -  2010.00
 DM4273* NAVD 88 ORTHO HEIGHT -   281.414 (meters)      923.27  (feet) ADJUSTED
 DM4273  ______________________________________________________________________
 DM4273  GEOID HEIGHT    -        -26.625 (meters)                     GEOID18
 DM4273  NAD 83(2011) X  -   -505,582.375 (meters)                     COMP
 DM4273  NAD 83(2011) Y  - -4,340,858.227 (meters)                     COMP
 DM4273  NAD 83(2011) Z  -  4,630,413.070 (meters)                     COMP
 DM4273  LAPLACE CORR    -         -2.32  (seconds)                    DEFLEC18
 DM4273  DYNAMIC HEIGHT  -        281.437 (meters)      923.35  (feet) COMP
 DM4273  MODELED GRAVITY -    980,687.2   (mgal)                       NAVD 88
 DM4273
 DM4273  VERT ORDER      -  SECOND    CLASS I
 DM4273
 DM4273  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DM4273  Standards:
 DM4273         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DM4273            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DM4273  -------------------------------------------------------------------
 DM4273  NETWORK    0.64   1.22           0.29   0.22   0.62     -0.11757424
 DM4273  -------------------------------------------------------------------
 DM4273  Click here for local accuracies and other accuracy information.
 DM4273
 DM4273.The horizontal coordinates were established by GPS observations
 DM4273.and adjusted by the MN DEPT OF TRANSP in April 2024.
 DM4273
 DM4273.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DM4273.been affixed to the stable North American tectonic plate. See 
 DM4273.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DM4273
 DM4273.The horizontal coordinates are valid at the epoch date displayed above
 DM4273.which is a decimal equivalence of Year/Month/Day.
 DM4273
 DM4273.The orthometric height was determined by differential leveling and
 DM4273.adjusted by the NATIONAL GEODETIC SURVEY
 DM4273.in August 2019.
 DM4273
 DM4273.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM4273.GEOID18 height accuracy estimate available here.
 DM4273
 DM4273.Click photographs - Photos may exist for this station.
 DM4273
 DM4273.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DM4273
 DM4273.The Laplace correction was computed from DEFLEC18 derived deflections.
 DM4273
 DM4273.The ellipsoidal height was determined by GPS observations
 DM4273.and is referenced to NAD 83.
 DM4273
 DM4273.The dynamic height is computed by dividing the NAVD 88
 DM4273.geopotential number by the normal gravity value computed on the
 DM4273.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM4273.degrees latitude (g = 980.6199 gals.).
 DM4273
 DM4273.The modeled gravity was interpolated from observed gravity values.
 DM4273
 DM4273. The following values were computed from the NAD 83(2011) position.
 DM4273
 DM4273;                    North         East     Units Scale Factor Converg.
 DM4273;SPC MN C     -   308,164.915   617,491.222   MT  0.99996212   -1 43 52.7
 DM4273;SPC MN C     - 1,011,037.73  2,025,885.78   sFT  0.99996212   -1 43 52.7
 DM4273;UTM  14      - 5,190,973.887   679,670.425   MT  0.99999678   +1 43 11.1
 DM4273
 DM4273!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DM4273!SPC MN C     -   0.99996005  x   0.99996212  =   0.99992217
 DM4273!UTM  14      -   0.99996005  x   0.99999678  =   0.99995683
 DM4273
 DM4273_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPS7967090973(NAD 83)
 DM4273
 DM4273                          SUPERSEDED SURVEY CONTROL
 DM4273
 DM4273  NAVD 88 (04/18/11)  281.465  (m)          923.44   (f) SUPERSEDED  2 1
 DM4273
 DM4273.Superseded values are not recommended for survey control.
 DM4273
 DM4273.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DM4273.See file dsdata.pdf to determine how the superseded data were derived.
 DM4273
 DM4273_MARKER: DD = SURVEY DISK
 DM4273_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DM4273_STAMPING: 1414 B 2000
 DM4273_MARK LOGO: MNDT
 DM4273_PROJECTION: RECESSED 25 CENTIMETERS
 DM4273_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DM4273_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DM4273_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DM4273+SATELLITE: SATELLITE OBSERVATIONS - June 21, 2023
 DM4273_ROD/PIPE-DEPTH: 33.5 meters
 DM4273
 DM4273  HISTORY     - Date     Condition        Report By
 DM4273  HISTORY     - 20000403 MONUMENTED       MNDT
 DM4273  HISTORY     - 20080424 GOOD             MNDT
 DM4273  HISTORY     - 20221004 GOOD             MNDT
 DM4273  HISTORY     - 20230621 GOOD             MNDT
 DM4273
 DM4273                          STATION DESCRIPTION
 DM4273
 DM4273'DESCRIBED BY MN DEPT OF TRANSP 2000 (WAS)
 DM4273'THE MARK IS 2.0 MI (3.2 KM) SOUTH ALONG TH 336 FROM JCT OF TH 336 AND
 DM4273'TH 10, THENCE 0.4 MI (0.6 KM) EAST ON CO RD 79, 68 FT (20.7 M) NORTH
 DM4273'OF CO RD 79, 27 FT (8.2 M) WEST OF ENT.
 DM4273
 DM4273                          STATION RECOVERY (2008)
 DM4273
 DM4273'RECOVERY NOTE BY MN DEPT OF TRANSP 2008 (DAS)
 DM4273'RECOVERED AS DESCRIBED.
 DM4273
 DM4273                          STATION RECOVERY (2022)
 DM4273
 DM4273'RECOVERY NOTE BY MN DEPT OF TRANSP 2022 (TJD)
 DM4273'THE MARK IS LOCATED ABOUT 4.7 MI (7.6 KM) NORTH OF SABIN, 3.6 MI (5.8
 DM4273'KM) WEST-SOUTHWEST OF GLYNDON AND 3.5 MI (5.6 KM) SOUTHEAST OF
 DM4273'DILWORTH.
 DM4273'
 DM4273'THE MARK WAS LOCATED ABOUT 4.8 MI (7.7 KM) NORTH-NORTHEAST OF SABIN,
 DM4273'2.0 MI (3.2 KM) SOUTH ALONG TRUNK HIGHWAY 336 FROM THE JUNCTION OF
 DM4273'TRUNK HIGHWAY 336 AND TRUNK HIGHWAY 10 IN WATTS, THEN 0.4 MI (0.6 KM)
 DM4273'EAST ON COUNTY ROAD 79.
 DM4273'
 DM4273'IT IS 68.0 FT (20.7 M) NORTH OF COUNTY ROAD 79, 27.0 FT (8.2 M) WEST
 DM4273'OF AN ENTRANCE AND 7.4 FT (2.3 M) EAST OF A WITNESS POST.
 DM4273'
 DM4273'NOTE-THE STATION STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER
 DM4273'ALUMINUM ROD DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION
 DM4273'REMOVABLE DISK SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY
 DM4273'A SIX-INCH PVC PIPE BACK FILLED WITH WASHED SAND.
 DM4273
 DM4273                          STATION RECOVERY (2023)
 DM4273
 DM4273'RECOVERY NOTE BY MN DEPT OF TRANSP 2023 (CXR)
 DM4273'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DM1822 ***********************************************************************
 DM1822  DESIGNATION -  1414 C
 DM1822  PID         -  DM1822
 DM1822  STATE/COUNTY-  MN/CLAY
 DM1822  COUNTRY     -  US
 DM1822  USGS QUAD   -  SABIN (2019)
 DM1822
 DM1822                         *CURRENT SURVEY CONTROL
 DM1822  ______________________________________________________________________
 DM1822* NAD 83(2011) POSITION- 46 50 21.68766(N) 096 39 18.70447(W)   ADJUSTED
 DM1822* NAD 83(2011) ELLIP HT-   252.599 (meters)        (06/27/12)   ADJUSTED
 DM1822* NAD 83(2011) EPOCH   -  2010.00
 DM1822* NAVD 88 ORTHO HEIGHT -   279.131 (meters)      915.78  (feet) ADJUSTED
 DM1822  ______________________________________________________________________
 DM1822  GEOID HEIGHT    -        -26.620 (meters)                     GEOID18
 DM1822  NAD 83(2011) X  -   -506,561.839 (meters)                     COMP
 DM1822  NAD 83(2011) Y  - -4,341,451.293 (meters)                     COMP
 DM1822  NAD 83(2011) Z  -  4,629,751.290 (meters)                     COMP
 DM1822  LAPLACE CORR    -         -2.10  (seconds)                    DEFLEC18
 DM1822  DYNAMIC HEIGHT  -        279.153 (meters)      915.85  (feet) COMP
 DM1822  MODELED GRAVITY -    980,686.1   (mgal)                       NAVD 88
 DM1822
 DM1822  VERT ORDER      -  SECOND    CLASS I
 DM1822
 DM1822  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DM1822  Standards:
 DM1822         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DM1822            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DM1822  -------------------------------------------------------------------
 DM1822  NETWORK    0.30   0.51           0.13   0.11   0.26      0.04544305
 DM1822  -------------------------------------------------------------------
 DM1822  Click here for local accuracies and other accuracy information.
 DM1822
 DM1822.The horizontal coordinates were established by GPS observations
 DM1822.and adjusted by the National Geodetic Survey in June 2012.
 DM1822
 DM1822.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DM1822.been affixed to the stable North American tectonic plate. See 
 DM1822.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DM1822
 DM1822.The horizontal coordinates are valid at the epoch date displayed above
 DM1822.which is a decimal equivalence of Year/Month/Day.
 DM1822
 DM1822.The orthometric height was determined by differential leveling and
 DM1822.adjusted by the NATIONAL GEODETIC SURVEY
 DM1822.in August 2019.
 DM1822
 DM1822.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM1822.GEOID18 height accuracy estimate available here.
 DM1822
 DM1822.Click photographs - Photos may exist for this station.
 DM1822
 DM1822.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DM1822
 DM1822.The Laplace correction was computed from DEFLEC18 derived deflections.
 DM1822
 DM1822.The ellipsoidal height was determined by GPS observations
 DM1822.and is referenced to NAD 83.
 DM1822
 DM1822.The dynamic height is computed by dividing the NAVD 88
 DM1822.geopotential number by the normal gravity value computed on the
 DM1822.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM1822.degrees latitude (g = 980.6199 gals.).
 DM1822
 DM1822.The modeled gravity was interpolated from observed gravity values.
 DM1822
 DM1822. The following values were computed from the NAD 83(2011) position.
 DM1822
 DM1822;                    North         East     Units Scale Factor Converg.
 DM1822;SPC MN C     -   307,227.705   616,558.275   MT  0.99996077   -1 44 23.6
 DM1822;SPC MN C     - 1,007,962.90  2,022,824.94   sFT  0.99996077   -1 44 23.6
 DM1822;UTM  14      - 5,189,982.187   678,795.554   MT  0.99999293   +1 42 39.0
 DM1822
 DM1822!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DM1822!SPC MN C     -   0.99996041  x   0.99996077  =   0.99992118
 DM1822!UTM  14      -   0.99996041  x   0.99999293  =   0.99995334
 DM1822
 DM1822_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPS7879589982(NAD 83)
 DM1822
 DM1822|---------------------------------------------------------------------|
 DM1822| PID    Reference Object                     Distance      Geod. Az  |
 DM1822|                                                           dddmmss.s |
 DM1822| DI3207 JKJ A                               272.733 METERS 17109     |
 DM1822|---------------------------------------------------------------------|
 DM1822
 DM1822                          SUPERSEDED SURVEY CONTROL
 DM1822
 DM1822  NAD 83(2007)-  46 50 21.68784(N)    096 39 18.70560(W) AD(2002.00) 1
 DM1822  ELLIP H (01/24/11)  252.620  (m)                       GP(2002.00) 1 2
 DM1822  NAVD 88 (11/28/11)  279.220  (m)          916.07   (f) SUPERSEDED  2 1
 DM1822  NAVD 88 (04/18/11)  279.178  (m)          915.94   (f) SUPERSEDED  2 1
 DM1822  NAVD 88             279.21   (m)          916.0    (f) LEVELING    3  
 DM1822
 DM1822.Superseded values are not recommended for survey control.
 DM1822
 DM1822.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DM1822.See file dsdata.pdf to determine how the superseded data were derived.
 DM1822
 DM1822_MARKER: DD = SURVEY DISK
 DM1822_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DM1822_STAMPING: 1414 C 2000
 DM1822_MARK LOGO: MNDT
 DM1822_PROJECTION: FLUSH
 DM1822_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DM1822_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DM1822_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DM1822+SATELLITE: SATELLITE OBSERVATIONS - June 15, 2022
 DM1822_ROD/PIPE-DEPTH: 18.3 meters
 DM1822
 DM1822  HISTORY     - Date     Condition        Report By
 DM1822  HISTORY     - 20000403 MONUMENTED       MNDT
 DM1822  HISTORY     - 2000     GOOD             MNDT
 DM1822  HISTORY     - 20080424 GOOD             MNDT
 DM1822  HISTORY     - 20091001 GOOD             MNDT
 DM1822  HISTORY     - 20130814 GOOD             MNDT
 DM1822  HISTORY     - 20220615 GOOD             MNDT
 DM1822
 DM1822                          STATION DESCRIPTION
 DM1822
 DM1822'DESCRIBED BY MN DEPT OF TRANSP 2000 (DJS)
 DM1822'THE MARK IS 0.4 MI (0.6 KM) SOUTH ALONG CO ROAD 11 FROM THE JUNCTION
 DM1822'OF TRUNK HIGHWAY 94 AND TRUNK HIGHWAY 336, THENCE 0.15 MI (0.2 KM)
 DM1822'SOUTHWEST ON AIRPORT ENTRANCE ROAD.
 DM1822'
 DM1822'IT IS 61.8 FT (18.8 M) WEST OF AIRPORT ENTRANCE ROAD, 100.7 FT (30.7
 DM1822'M) NORTH OF THE NORTH CORNER OF WEATHER TOWER, 1.0 FT (0.3 M) EAST OF
 DM1822'A WITNESS POST.
 DM1822
 DM1822                          STATION RECOVERY (2008)
 DM1822
 DM1822'RECOVERY NOTE BY MN DEPT OF TRANSP 2008 (DAS)
 DM1822'RECOVERED AS DESCRIBED.
 DM1822
 DM1822                          STATION RECOVERY (2009)
 DM1822
 DM1822'RECOVERY NOTE BY MN DEPT OF TRANSP 2009 (KMS)
 DM1822'THE MARK WAS RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.
 DM1822'THE MARK IS 0.4 MILE SOUTH ALONG COUNTY ROAD 11 FROM JUNCTION OF TRUNK
 DM1822'HIGHWAY 94 AND TRUNK HIGHWAY 336 IN MOORHEAD, THEN 0.15 MILE SOUTHWEST
 DM1822'ON AIRPORT ENTRANCE ROAD, 61.8 FEET WEST OF AIRPORT ENTRANCE ROAD,
 DM1822'100.7 FEET NORTH OF NORTH CORNER OF WEATHER TOWER, 1.0 FOOT EAST OF
 DM1822'WITNESS POST.
 DM1822
 DM1822                          STATION RECOVERY (2013)
 DM1822
 DM1822'RECOVERY NOTE BY MN DEPT OF TRANSP 2013 (DJS)
 DM1822'4.6 MI (7.4 KM) EAST-SOUTHEAST OF MOORHEAD, 0.4 MI (0.6 KM) SOUTH
 DM1822'ALONG COUNTY ROAD 11  FROM THE JUNCTION OF COUNTY ROAD 11 AND TRUNK
 DM1822'HIGHWAY 94 IN MOORHEAD, THEN 0.15 MI (0.2 KM) SOUTHWEST ALONG AIRPORT
 DM1822'ENTRANCE ROAD, 61.8 FT (18.8 M) WEST OF AIRPORT ENTRANCE ROAD, 100.7
 DM1822'FT (30.7 M) NORTH OF THE NORTH CORNER OF WEATHER TOWER, 1.0 FT (0.3 M)
 DM1822'EAST OF A WITNESS POST.  CONTACT AIRPORT MANAGER BEFORE USE.
 DM1822
 DM1822                          STATION RECOVERY (2022)
 DM1822
 DM1822'RECOVERY NOTE BY MN DEPT OF TRANSP 2022 (TJD)
 DM1822'4.6 MI (7.4 KM) EAST-SOUTHEAST OF MOORHEAD, 0.4 MI (0.6 KM) SOUTH
 DM1822'ALONG COUNTY ROAD 11 FROM THE JUNCTION OF COUNTY ROAD 11 AND
 DM1822'INTERSTATE HIGHWAY 94 IN MOORHEAD, THEN 0.15 MI (0.24 KM) SOUTHWEST
 DM1822'ALONG AIRPORT ENTRANCE ROAD, 61.8 FT (18.8 M) WEST OF AIRPORT ENTRANCE
 DM1822'ROAD, 100.7 FT (30.7 M) NORTH OF THE NORTH CORNER OF A WEATHER TOWER.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DM1823 ***********************************************************************
 DM1823  DESIGNATION -  1414 D
 DM1823  PID         -  DM1823
 DM1823  STATE/COUNTY-  MN/CLAY
 DM1823  COUNTRY     -  US
 DM1823  USGS QUAD   -  SABIN (2019)
 DM1823
 DM1823                         *CURRENT SURVEY CONTROL
 DM1823  ______________________________________________________________________
 DM1823* NAD 83(2011) POSITION- 46 51 44.53031(N) 096 39 05.18500(W)   ADJUSTED
 DM1823* NAD 83(2011) ELLIP HT-   254.964 (meters)        (06/27/12)   ADJUSTED
 DM1823* NAD 83(2011) EPOCH   -  2010.00
 DM1823* NAVD 88 ORTHO HEIGHT -   281.491 (meters)      923.53  (feet) ADJUSTED
 DM1823  ______________________________________________________________________
 DM1823  GEOID HEIGHT    -        -26.607 (meters)                     GEOID18
 DM1823  NAD 83(2011) X  -   -506,061.278 (meters)                     COMP
 DM1823  NAD 83(2011) Y  - -4,339,632.195 (meters)                     COMP
 DM1823  NAD 83(2011) Z  -  4,631,502.623 (meters)                     COMP
 DM1823  LAPLACE CORR    -         -2.30  (seconds)                    DEFLEC18
 DM1823  DYNAMIC HEIGHT  -        281.514 (meters)      923.60  (feet) COMP
 DM1823  MODELED GRAVITY -    980,690.6   (mgal)                       NAVD 88
 DM1823
 DM1823  VERT ORDER      -  SECOND    CLASS I
 DM1823
 DM1823  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DM1823  Standards:
 DM1823         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DM1823            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DM1823  -------------------------------------------------------------------
 DM1823  NETWORK    0.32   0.57           0.14   0.12   0.29     -0.02903280
 DM1823  -------------------------------------------------------------------
 DM1823  Click here for local accuracies and other accuracy information.
 DM1823
 DM1823.The horizontal coordinates were established by GPS observations
 DM1823.and adjusted by the National Geodetic Survey in June 2012.
 DM1823
 DM1823.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DM1823.been affixed to the stable North American tectonic plate. See 
 DM1823.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DM1823
 DM1823.The horizontal coordinates are valid at the epoch date displayed above
 DM1823.which is a decimal equivalence of Year/Month/Day.
 DM1823
 DM1823.The orthometric height was determined by differential leveling and
 DM1823.adjusted by the NATIONAL GEODETIC SURVEY
 DM1823.in August 2019.
 DM1823
 DM1823.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM1823.GEOID18 height accuracy estimate available here.
 DM1823
 DM1823.Click photographs - Photos may exist for this station.
 DM1823
 DM1823.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DM1823
 DM1823.The Laplace correction was computed from DEFLEC18 derived deflections.
 DM1823
 DM1823.The ellipsoidal height was determined by GPS observations
 DM1823.and is referenced to NAD 83.
 DM1823
 DM1823.The dynamic height is computed by dividing the NAVD 88
 DM1823.geopotential number by the normal gravity value computed on the
 DM1823.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM1823.degrees latitude (g = 980.6199 gals.).
 DM1823
 DM1823.The modeled gravity was interpolated from observed gravity values.
 DM1823
 DM1823. The following values were computed from the NAD 83(2011) position.
 DM1823
 DM1823;                    North         East     Units Scale Factor Converg.
 DM1823;SPC MN C     -   309,775.922   616,922.156   MT  0.99996440   -1 44 13.8
 DM1823;SPC MN C     - 1,016,323.17  2,024,018.77   sFT  0.99996440   -1 44 13.8
 DM1823;UTM  14      - 5,192,547.766   679,005.389   MT  0.99999385   +1 42 51.2
 DM1823
 DM1823!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DM1823!SPC MN C     -   0.99996004  x   0.99996440  =   0.99992444
 DM1823!UTM  14      -   0.99996004  x   0.99999385  =   0.99995389
 DM1823
 DM1823:                Primary Azimuth Mark                     Grid Az
 DM1823:SPC MN C     -  1414 A RESET                             092 48 47.6
 DM1823:UTM  14      -  1414 A RESET                             089 21 42.6
 DM1823
 DM1823_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPS7900592547(NAD 83)
 DM1823
 DM1823|---------------------------------------------------------------------|
 DM1823| PID    Reference Object                     Distance      Geod. Az  |
 DM1823|                                                           dddmmss.s |
 DM1823| DM1821 1414 A RESET                        491.522 METERS 0910433.8 |
 DM1823|---------------------------------------------------------------------|
 DM1823
 DM1823                          SUPERSEDED SURVEY CONTROL
 DM1823
 DM1823  NAD 83(2007)-  46 51 44.53049(N)    096 39 05.18613(W) AD(2002.00) 1
 DM1823  ELLIP H (01/24/11)  254.985  (m)                       GP(2002.00) 1 2
 DM1823  NAVD 88 (11/28/11)  281.576  (m)          923.80   (f) SUPERSEDED  2 1
 DM1823  NAVD 88             281.57   (m)          923.8    (f) LEVELING    3  
 DM1823
 DM1823.Superseded values are not recommended for survey control.
 DM1823
 DM1823.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DM1823.See file dsdata.pdf to determine how the superseded data were derived.
 DM1823
 DM1823_MARKER: I = METAL ROD
 DM1823_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DM1823_STAMPING: 1414 D 2009
 DM1823_MARK LOGO: MNDT
 DM1823_PROJECTION: RECESSED 8 CENTIMETERS
 DM1823_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DM1823_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DM1823_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DM1823+SATELLITE: SATELLITE OBSERVATIONS - June 21, 2023
 DM1823_ROD/PIPE-DEPTH: 21.3 meters
 DM1823
 DM1823  HISTORY     - Date     Condition        Report By
 DM1823  HISTORY     - 20091013 MONUMENTED       MNDT
 DM1823  HISTORY     - 2009     GOOD             MNDT
 DM1823  HISTORY     - 20140528 GOOD             MNDT
 DM1823  HISTORY     - 20220912 GOOD             MNDT
 DM1823  HISTORY     - 20230621 GOOD             MNDT
 DM1823
 DM1823                          STATION DESCRIPTION
 DM1823
 DM1823'DESCRIBED BY MN DEPT OF TRANSP 2009
 DM1823'THE MARK IS 3.2 MILES SOUTHEAST OF DILWORTH, 1.0 MILE SOUTH ALONG
 DM1823'TRUNK HIGHWAY 336 FROM THE JUNCTION OF TRUNK HIGHWAY 336 AND TRUNK 10,
 DM1823'(2 MILES EAST OF DILWORTH), AT TRUNK HIGHWAY 336 MILEPOINT 1.25, 81.0
 DM1823'FEET EAST OF NORTHBOUND TRUNK HIGHWAY 336, 26.8 FEET NORTH OF 12TH
 DM1823'AVENUE SOUTH, 1.2 FEET SOUTH OF WITNESS POST.
 DM1823
 DM1823                          STATION RECOVERY (2009)
 DM1823
 DM1823'RECOVERY NOTE BY MN DEPT OF TRANSP 2009
 DM1823'RECOVERED IN GOOD CONDITION.
 DM1823'
 DM1823'NOTE - THE STATION MARK CONSISTS OF A 3/4 INCH (19 MM) DIAMETER
 DM1823'ALUMINUM ROD DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL MARK
 DM1823'REMOVABLE DISK SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY
 DM1823'A SIX-INCH PVC PIPE BACKFILLED WITH WASHED SAND.
 DM1823
 DM1823                          STATION RECOVERY (2014)
 DM1823
 DM1823'RECOVERY NOTE BY MN DEPT OF TRANSP 2014 (MAS)
 DM1823'RECOVERED AS DESCRIBED.
 DM1823'
 DM1823'NOTE - THE STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM
 DM1823'ROD DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION REMOVABLE
 DM1823'DISK SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH
 DM1823'PVC PIPE BACK FILLED WITH WASHED SAND.
 DM1823
 DM1823                          STATION RECOVERY (2022)
 DM1823
 DM1823'RECOVERY NOTE BY MN DEPT OF TRANSP 2022 (TJD)
 DM1823'RECOVERED AS DESCRIBED.
 DM1823
 DM1823                          STATION RECOVERY (2023)
 DM1823
 DM1823'RECOVERY NOTE BY MN DEPT OF TRANSP 2023 (JXK)
 DM1823'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DM7606 ***********************************************************************
 DM7606  DESIGNATION -  1414 E
 DM7606  PID         -  DM7606
 DM7606  STATE/COUNTY-  MN/CLAY
 DM7606  COUNTRY     -  US
 DM7606  USGS QUAD   -  SABIN (2019)
 DM7606
 DM7606                         *CURRENT SURVEY CONTROL
 DM7606  ______________________________________________________________________
 DM7606* NAD 83(1986) POSITION- 46 52 25.01   (N) 096 38 58.40   (W)   HD_HELD1
 DM7606* NAVD 88 ORTHO HEIGHT -   291.449 (meters)      956.20  (feet) ADJUSTED
 DM7606  ______________________________________________________________________
 DM7606  GEOID HEIGHT    -        -26.597 (meters)                     GEOID18
 DM7606  DYNAMIC HEIGHT  -        291.475 (meters)      956.28  (feet) COMP
 DM7606  MODELED GRAVITY -    980,693.4   (mgal)                       NAVD 88
 DM7606
 DM7606  VERT ORDER      -  SECOND    CLASS I
 DM7606
 DM7606.The horizontal coordinates were determined by differentially corrected
 DM7606.hand held GPS observations or other comparable positioning techniques
 DM7606.and have an estimated accuracy of +/- 3 meters.
 DM7606
 DM7606.The orthometric height was determined by differential leveling and
 DM7606.adjusted by the NATIONAL GEODETIC SURVEY
 DM7606.in August 2019.
 DM7606
 DM7606.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM7606.GEOID18 height accuracy estimate available here.
 DM7606
 DM7606.Click photographs - Photos may exist for this station.
 DM7606
 DM7606.The dynamic height is computed by dividing the NAVD 88
 DM7606.geopotential number by the normal gravity value computed on the
 DM7606.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM7606.degrees latitude (g = 980.6199 gals.).
 DM7606
 DM7606.The modeled gravity was interpolated from observed gravity values.
 DM7606
 DM7606;                    North         East    Units  Estimated Accuracy
 DM7606;SPC MN C     -   311,021.0     617,103.7     MT  (+/- 3 meters HH1 GPS) 
 DM7606
 DM7606_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPS7911193801(NAD 83)
 DM7606
 DM7606                          SUPERSEDED SURVEY CONTROL
 DM7606
 DM7606  NAVD 88 (11/28/11)  291.535  (m)          956.48   (f) SUPERSEDED  2 1
 DM7606
 DM7606.Superseded values are not recommended for survey control.
 DM7606
 DM7606.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DM7606.See file dsdata.pdf to determine how the superseded data were derived.
 DM7606
 DM7606_MARKER: DD = SURVEY DISK
 DM7606_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DM7606_SP_SET: BRIDGE RAILING
 DM7606_STAMPING: 1414 E 2002
 DM7606_MARK LOGO: MNDT
 DM7606_MAGNETIC: N = NO MAGNETIC MATERIAL
 DM7606_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DM7606_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DM7606+SATELLITE: SATELLITE OBSERVATIONS - May 28, 2014
 DM7606
 DM7606  HISTORY     - Date     Condition        Report By
 DM7606  HISTORY     - 20020401 MONUMENTED       MNDT
 DM7606  HISTORY     - 20091012 GOOD             MNDT
 DM7606  HISTORY     - 20140528 GOOD             MNDT
 DM7606
 DM7606                          STATION DESCRIPTION
 DM7606
 DM7606'DESCRIBED BY MN DEPT OF TRANSP 2009 (KMS)
 DM7606'THE MARK IS 2.5 MI (4.0 KM) EAST OF DILWORTH.
 DM7606'
 DM7606'IN RAIL IN SOUTHEAST CORNER OF TRUNK HIGHWAY 336 BRIDGE NUMBER 14010
 DM7606'OVER RAILROAD.
 DM7606'
 DM7606'IT IS 0.18 MI (0.3 KM) SOUTH ALONG TRUNK HIGHWAY 336  FROM THE
 DM7606'JUNCTION OF TRUNK HIGHWAY 336 AND TRUNK HIGHWAY 10, AT TRUNK HIGHWAY
 DM7606'336 MILE POINT 2.0, 25.3 FT (7.7 M) EAST OF NORTHBOUND TRUNK HIGHWAY
 DM7606'336.
 DM7606
 DM7606                          STATION RECOVERY (2014)
 DM7606
 DM7606'RECOVERY NOTE BY MN DEPT OF TRANSP 2014 (MAS)
 DM7606'2.5 MI (4.0 KM) EAST OF DILWORTH, IN BRIDGE RAILING IN SOUTHEAST
 DM7606'CORNER OF TRUNK HIGHWAY 336 BRIDGE NUMBER 14010 OVER RAILROAD TRACKS,
 DM7606'0.18 MI (0.3 KM) SOUTH ALONG TRUNK HIGHWAY 336  FROM THE JUNCTION OF
 DM7606'TRUNK HIGHWAY 336 AND TRUNK HIGHWAY 10, (JUNCTION IS 2.0 MI (3.2 KM)
 DM7606'EAST OF DILWORTH), AT TRUNK HIGHWAY 336 MILE POINT 2.0, 25.3 FT (7.7
 DM7606'M) EAST OF NORTHBOUND TRUNK HIGHWAY 336.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DM7605 ***********************************************************************
 DM7605  DESIGNATION -  1414 F
 DM7605  PID         -  DM7605
 DM7605  STATE/COUNTY-  MN/CLAY
 DM7605  COUNTRY     -  US
 DM7605  USGS QUAD   -  DILWORTH (2019)
 DM7605
 DM7605                         *CURRENT SURVEY CONTROL
 DM7605  ______________________________________________________________________
 DM7605* NAD 83(1986) POSITION- 46 52 34.54   (N) 096 38 58.34   (W)   HD_HELD1
 DM7605* NAVD 88 ORTHO HEIGHT -   290.393 (meters)      952.73  (feet) ADJUSTED
 DM7605  ______________________________________________________________________
 DM7605  GEOID HEIGHT    -        -26.594 (meters)                     GEOID18
 DM7605  DYNAMIC HEIGHT  -        290.419 (meters)      952.82  (feet) COMP
 DM7605  MODELED GRAVITY -    980,694.1   (mgal)                       NAVD 88
 DM7605
 DM7605  VERT ORDER      -  SECOND    CLASS I
 DM7605
 DM7605.The horizontal coordinates were determined by differentially corrected
 DM7605.hand held GPS observations or other comparable positioning techniques
 DM7605.and have an estimated accuracy of +/- 3 meters.
 DM7605
 DM7605.The orthometric height was determined by differential leveling and
 DM7605.adjusted by the NATIONAL GEODETIC SURVEY
 DM7605.in August 2019.
 DM7605
 DM7605.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM7605.GEOID18 height accuracy estimate available here.
 DM7605
 DM7605.Click photographs - Photos may exist for this station.
 DM7605
 DM7605.The dynamic height is computed by dividing the NAVD 88
 DM7605.geopotential number by the normal gravity value computed on the
 DM7605.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM7605.degrees latitude (g = 980.6199 gals.).
 DM7605
 DM7605.The modeled gravity was interpolated from observed gravity values.
 DM7605
 DM7605;                    North         East    Units  Estimated Accuracy
 DM7605;SPC MN C     -   311,315.1     617,113.8     MT  (+/- 3 meters HH1 GPS) 
 DM7605
 DM7605_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPS7910494095(NAD 83)
 DM7605
 DM7605                          SUPERSEDED SURVEY CONTROL
 DM7605
 DM7605  NAVD 88 (11/28/11)  290.479  (m)          953.01   (f) SUPERSEDED  2 1
 DM7605
 DM7605.Superseded values are not recommended for survey control.
 DM7605
 DM7605.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DM7605.See file dsdata.pdf to determine how the superseded data were derived.
 DM7605
 DM7605_MARKER: DD = SURVEY DISK
 DM7605_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DM7605_SP_SET: BRIDGE RAILING
 DM7605_STAMPING: 1414 F 2002
 DM7605_MARK LOGO: MNDT
 DM7605_MAGNETIC: N = NO MAGNETIC MATERIAL
 DM7605_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DM7605_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DM7605+SATELLITE: SATELLITE OBSERVATIONS - May 28, 2014
 DM7605
 DM7605  HISTORY     - Date     Condition        Report By
 DM7605  HISTORY     - 20020401 MONUMENTED       MNDT
 DM7605  HISTORY     - 20091012 GOOD             MNDT
 DM7605  HISTORY     - 20140528 GOOD             MNDT
 DM7605
 DM7605                          STATION DESCRIPTION
 DM7605
 DM7605'DESCRIBED BY MN DEPT OF TRANSP 2009 (KMS)
 DM7605'THE MARK IS 2.5 MI (4.0 KM) EAST OF DILWORTH.
 DM7605'
 DM7605'IN RAIL IN SOUTHEAST CORNER OF TRUNK HIGHWAY 336 BRIDGE NUMBER 14013
 DM7605'OVER TRUNK HIGHWAY 10.  AT TRUNK HIGHWAY 336 MILE POINT 2.2.
 DM7605'
 DM7605'IT IS 28.7 FT (8.7 M) EAST OF NORTHBOUND TRUNK HIGHWAY 336.
 DM7605
 DM7605                          STATION RECOVERY (2014)
 DM7605
 DM7605'RECOVERY NOTE BY MN DEPT OF TRANSP 2014 (MAS)
 DM7605'2.5 MI (4.0 KM) EAST OF DILWORTH, IN BRIDGE RAILING IN SOUTHEAST
 DM7605'CORNER OF TRUNK HIGHWAY 336 BRIDGE NUMBER 14013 OVER TRUNK HIGHWAY 10,
 DM7605'AT THE JUNCTION OF TRUNK HIGHWAY 336 AND TRUNK HIGHWAY 10 (JUNCTION IS
 DM7605'2.0 MI (3.2 KM) EAST OF DILWORTH), AT TRUNK HIGHWAY 336 MILE POINT
 DM7605'2.2, 28.7 FT (8.7 M) EAST OF NORTHBOUND TRUNK HIGHWAY 336.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DR9705 ***********************************************************************
 DR9705  DESIGNATION -  1414 G
 DR9705  PID         -  DR9705
 DR9705  STATE/COUNTY-  MN/CLAY
 DR9705  COUNTRY     -  US
 DR9705  USGS QUAD   -  SABIN (2019)
 DR9705
 DR9705                         *CURRENT SURVEY CONTROL
 DR9705  ______________________________________________________________________
 DR9705* NAD 83(2011) POSITION- 46 50 51.59664(N) 096 39 06.26741(W)   ADJUSTED
 DR9705* NAD 83(2011) ELLIP HT-   258.861 (meters)        (04/09/24)   ADJUSTED
 DR9705* NAD 83(2011) EPOCH   -  2010.00
 DR9705* NAVD 88 ORTHO HEIGHT -   285.397 (meters)      936.34  (feet) ADJUSTED
 DR9705  ______________________________________________________________________
 DR9705  GEOID HEIGHT    -        -26.618 (meters)                     GEOID18
 DR9705  NAD 83(2011) X  -   -506,222.514 (meters)                     COMP
 DR9705  NAD 83(2011) Y  - -4,340,816.846 (meters)                     COMP
 DR9705  NAD 83(2011) Z  -  4,630,387.611 (meters)                     COMP
 DR9705  LAPLACE CORR    -         -2.22  (seconds)                    DEFLEC18
 DR9705  DYNAMIC HEIGHT  -        285.420 (meters)      936.42  (feet) COMP
 DR9705  MODELED GRAVITY -    980,687.5   (mgal)                       NAVD 88
 DR9705
 DR9705  VERT ORDER      -  SECOND    CLASS I
 DR9705
 DR9705  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DR9705  Standards:
 DR9705         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DR9705            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DR9705  -------------------------------------------------------------------
 DR9705  NETWORK    0.65   1.18           0.29   0.23   0.60     -0.10668098
 DR9705  -------------------------------------------------------------------
 DR9705  Click here for local accuracies and other accuracy information.
 DR9705
 DR9705.The horizontal coordinates were established by GPS observations
 DR9705.and adjusted by the MN DEPT OF TRANSP in April 2024.
 DR9705
 DR9705.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DR9705.been affixed to the stable North American tectonic plate. See 
 DR9705.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DR9705
 DR9705.The horizontal coordinates are valid at the epoch date displayed above
 DR9705.which is a decimal equivalence of Year/Month/Day.
 DR9705
 DR9705.The orthometric height was determined by differential leveling and
 DR9705.adjusted by the NATIONAL GEODETIC SURVEY
 DR9705.in April 2024.
 DR9705
 DR9705.Significant digits in the geoid height do not necessarily reflect accuracy.
 DR9705.GEOID18 height accuracy estimate available here.
 DR9705
 DR9705.Click photographs - Photos may exist for this station.
 DR9705
 DR9705.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DR9705
 DR9705.The Laplace correction was computed from DEFLEC18 derived deflections.
 DR9705
 DR9705.The ellipsoidal height was determined by GPS observations
 DR9705.and is referenced to NAD 83.
 DR9705
 DR9705.The dynamic height is computed by dividing the NAVD 88
 DR9705.geopotential number by the normal gravity value computed on the
 DR9705.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DR9705.degrees latitude (g = 980.6199 gals.).
 DR9705
 DR9705.The modeled gravity was interpolated from observed gravity values.
 DR9705
 DR9705. The following values were computed from the NAD 83(2011) position.
 DR9705
 DR9705;                    North         East     Units Scale Factor Converg.
 DR9705;SPC MN C     -   308,142.837   616,849.684   MT  0.99996206   -1 44 14.6
 DR9705;SPC MN C     - 1,010,965.29  2,023,781.00   sFT  0.99996206   -1 44 14.6
 DR9705;UTM  14      - 5,190,913.230   679,031.358   MT  0.99999397   +1 42 48.9
 DR9705
 DR9705!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DR9705!SPC MN C     -   0.99995942  x   0.99996206  =   0.99992149
 DR9705!UTM  14      -   0.99995942  x   0.99999397  =   0.99995339
 DR9705
 DR9705_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPS7903190913(NAD 83)
 DR9705
 DR9705                          SUPERSEDED SURVEY CONTROL
 DR9705
 DR9705.No superseded survey control is available for this station.
 DR9705
 DR9705_MARKER: F = FLANGE-ENCASED ROD
 DR9705_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DR9705_STAMPING: 1414 G 2022
 DR9705_MARK LOGO: MNDT
 DR9705_PROJECTION: RECESSED 5 CENTIMETERS
 DR9705_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DR9705_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DR9705_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DR9705+SATELLITE: SATELLITE OBSERVATIONS - June 21, 2023
 DR9705_ROD/PIPE-DEPTH: 7.31 meters
 DR9705
 DR9705  HISTORY     - Date     Condition        Report By
 DR9705  HISTORY     - 20220727 MONUMENTED       MNDT
 DR9705  HISTORY     - 20221003 GOOD             MNDT
 DR9705  HISTORY     - 20230621 GOOD             MNDT
 DR9705
 DR9705                          STATION DESCRIPTION
 DR9705
 DR9705'DESCRIBED BY MN DEPT OF TRANSP 2022 (RMJ)
 DR9705'THE MARK IS LOCATED ABOUT 4.7 MI (7.6 KM) NORTH OF SABIN, 4.0 MI (6.4
 DR9705'KM) WEST-SOUTHWEST OF GLYNDON AND 3.2 MI (5.1 KM) SOUTHEAST OF
 DR9705'DILWORTH.
 DR9705'
 DR9705'THE MARK WAS LOCATED ABOUT 5.0 MI (8.0 KM) EAST OF MOORHEAD, 0.15 MI
 DR9705'(0.24 KM) NORTH ALONG TRUNK HIGHWAY 336 FROM THE JUNCTION OF TRUNK
 DR9705'HIGHWAY 336 AND INTERSTATE HIGHWAY 94 (THE JUNCTION IS 5.0 MI (8.0 KM)
 DR9705'EAST OF MOORHEAD), AT TRUNK HIGHWAY 336 MILE POINT 0.15.
 DR9705'
 DR9705'IT IS 46.1 FT (14.1 M) EAST OF NORTHBOUND TRUNK HIGHWAY 336, 204.0 FT
 DR9705'(62.2 M) NORTH OF THE EXIT RAMP FROM WESTBOUND INTERSTATE HIGHWAY 94
 DR9705'TO TRUNK HIGHWAY 336 AND 1.5 FT (0.5 M) WEST OF A WITNESS POST.
 DR9705'
 DR9705'NOTE-THE STATION STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER
 DR9705'ALUMINUM ROD DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION
 DR9705'REMOVABLE DISK SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY
 DR9705'A SIX-INCH PVC PIPE BACK FILLED WITH WASHED SAND.
 DR9705
 DR9705                          STATION RECOVERY (2023)
 DR9705
 DR9705'RECOVERY NOTE BY MN DEPT OF TRANSP 2023 (JXK)
 DR9705'RECOVERED AS DESCRIBED
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 PP0045 ***********************************************************************
 PP0045  DESIGNATION -  142 CAP RESET
 PP0045  PID         -  PP0045
 PP0045  STATE/COUNTY-  MN/WABASHA
 PP0045  COUNTRY     -  US
 PP0045  USGS QUAD   -  WABASHA NORTH (2019)
 PP0045
 PP0045                         *CURRENT SURVEY CONTROL
 PP0045  ______________________________________________________________________
 PP0045* NAD 83(1986) POSITION- 44 22 56.     (N) 092 01 54.     (W)   SCALED
 PP0045* NAVD 88 ORTHO HEIGHT -   207.863 (meters)      681.96  (feet) ADJUSTED
 PP0045  ______________________________________________________________________
 PP0045  GEOID HEIGHT    -        -30.411 (meters)                     GEOID18
 PP0045  DYNAMIC HEIGHT  -        207.834 (meters)      681.87  (feet) COMP
 PP0045  MODELED GRAVITY -    980,477.3   (mgal)                       NAVD 88
 PP0045
 PP0045  VERT ORDER      -  FIRST     CLASS I
 PP0045
 PP0045.The horizontal coordinates were scaled from a map and have
 PP0045.an estimated accuracy of +/- 6 seconds.
 PP0045
 PP0045.The orthometric height was determined by differential leveling and
 PP0045.adjusted by the NATIONAL GEODETIC SURVEY
 PP0045.in June 1991.
 PP0045
 PP0045.Significant digits in the geoid height do not necessarily reflect accuracy.
 PP0045.GEOID18 height accuracy estimate available here.
 PP0045
 PP0045.Click photographs - Photos may exist for this station.
 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.      956,830.      MT  (+/- 180 meters Scaled)
 PP0045
 PP0045_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWK771147(NAD 83)
 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
 PP0045.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PP0045.See file dsdata.pdf to determine how the superseded data were derived.
 PP0045
 PP0045_MARKER: C = CAP OF CAP-AND-BOLT PAIR
 PP0045_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 PP0045_STAMPING: 44 23 01 92 01 54
 PP0045_MARK LOGO: MRC
 PP0045_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PP0045_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PP0045+SATELLITE: SATELLITE OBSERVATIONS - February 06, 2013
 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  HISTORY     - 20130206 GOOD             INDIV
 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.
 PP0045
 PP0045                          STATION RECOVERY (2013)
 PP0045
 PP0045'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2013 (RLT)
 PP0045'RECOVERY NOTE BY RLT USACE FEB, 2013
 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, 12 FEET
 PP0045'NORTHWESTERLY OF THE NORTHERLY CORNER OF HOUSE NUMBER 430,
 PP0045'41 FEET NORTHEASTERLY OF THE NORTH CORNER OF HOUSE NUMBER 430,
 PP0045'50.7 FEET SOUTHEAST OF A STEEL LIGHT POST, 6 FEET SOUTHWEST OF THE
 PP0045'SOUTHWEST EDGE OF A SIDEWALK,AND ABOUT 1 FOOT HIGHER THAN THE STREET.
 PP0045'THE MARK IS A MISSISSIPPI RIVER COMMISSION CAP AND PIPE IS SET IN AND
 PP0045'PROJECTS ABOUT 4 INCHES ABOVE THE LAWN.
 PP0045'
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 PQ0667 ***********************************************************************
 PQ0667  DESIGNATION -  143 ES
 PQ0667  PID         -  PQ0667
 PQ0667  STATE/COUNTY-  MN/MCLEOD
 PQ0667  COUNTRY     -  US
 PQ0667  USGS QUAD   -  HEATWOLE (2019)
 PQ0667
 PQ0667                         *CURRENT SURVEY CONTROL
 PQ0667  ______________________________________________________________________
 PQ0667* NAD 83(1996) POSITION- 44 45 39.27537(N) 094 29 52.02751(W)   ADJUSTED
 PQ0667* NAVD 88 ORTHO HEIGHT -   322.    (meters)     1056.    (feet) SCALED
 PQ0667  ______________________________________________________________________
 PQ0667  GEOID HEIGHT    -        -27.520 (meters)                     GEOID18
 PQ0667  LAPLACE CORR    -         -1.82  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 PQ0667.GEOID18 height accuracy estimate available here.
 PQ0667
 PQ0667.Click photographs - Photos may exist for this station.
 PQ0667
 PQ0667.The Laplace correction was computed from DEFLEC18 derived deflections.
 PQ0667
 PQ0667. The following values were computed from the NAD 83(1996) position.
 PQ0667
 PQ0667;                    North         East     Units Scale Factor Converg.
 PQ0667;SPC MN S     -   295,778.282   760,591.221   MT  0.99993227   -0 20 56.1
 PQ0667;SPC MN S     -   970,399.25  2,495,373.03   sFT  0.99993227   -0 20 56.1
 PQ0667;UTM  15      - 4,957,482.188   381,461.549   MT  0.99977279   -1 03 17.2
 PQ0667
 PQ0667!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PQ0667!SPC MN S     -   0.99995381  x   0.99993227  =   0.99988608
 PQ0667!UTM  15      -   0.99995381  x   0.99977279  =   0.99972661
 PQ0667
 PQ0667_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUK8146157482(NAD 83)
 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
 PQ0667.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PQ0667.See file dsdata.pdf to determine how the superseded data were derived.
 PQ0667
 PQ0667_MARKER: DB = BENCH MARK DISK
 PQ0667_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PQ0667_STAMPING: 1955 1057 143 ES TT
 PQ0667_MARK LOGO: USGS
 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 = MARCH 21, 2026 06:05:54 EDT
 SH0503 ***********************************************************************
 SH0503  DESIGNATION -  1432.0
 SH0503  PID         -  SH0503
 SH0503  STATE/COUNTY-  MN/ST LOUIS
 SH0503  COUNTRY     -  US
 SH0503  USGS QUAD   -  KANGAS BAY (2019)
 SH0503
 SH0503                         *CURRENT SURVEY CONTROL
 SH0503  ______________________________________________________________________
 SH0503* NAD 83(1986) POSITION- 47 47 59.     (N) 091 51 20.     (W)   SCALED
 SH0503* NAVD 88 ORTHO HEIGHT -   436.871 (meters)     1433.30  (feet) ADJUSTED
 SH0503  ______________________________________________________________________
 SH0503  GEOID HEIGHT    -        -30.560 (meters)                     GEOID18
 SH0503  DYNAMIC HEIGHT  -        436.923 (meters)     1433.47  (feet) COMP
 SH0503  MODELED GRAVITY -    980,718.8   (mgal)                       NAVD 88
 SH0503
 SH0503  VERT ORDER      -  SECOND    CLASS 0
 SH0503
 SH0503.The horizontal coordinates were scaled from a map and have
 SH0503.an estimated accuracy of +/- 6 seconds.
 SH0503
 SH0503.The orthometric height was determined by differential leveling and
 SH0503.adjusted by the NATIONAL GEODETIC SURVEY
 SH0503.in June 1991.
 SH0503
 SH0503.Significant digits in the geoid height do not necessarily reflect accuracy.
 SH0503.GEOID18 height accuracy estimate available here.
 SH0503
 SH0503.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWN856946(NAD 83)
 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
 SH0503.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SH0503.See file dsdata.pdf to determine how the superseded data were derived.
 SH0503
 SH0503_MARKER: Q = CHISELED SQUARE
 SH0503_SETTING: 66 = SET IN ROCK OUTCROP
 SH0503_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 SH0503+STABILITY: POSITION/ELEVATION WELL
 SH0503
 SH0503  HISTORY     - Date     Condition        Report By
 SH0503  HISTORY     - UNK      MONUMENTED       USGS
 SH0503  HISTORY     - 1935     GOOD             CGS
 SH0503  HISTORY     - 20200721 MARK NOT FOUND   MNDT
 SH0503
 SH0503                          STATION DESCRIPTION
 SH0503
 SH0503'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 SH0503'9.5 MI S FROM ELY.
 SH0503'9.5 MILES SOUTH OF ELY 30 FEET NORTH OF CENTER LINE OF ROAD
 SH0503'50 FEET EAST OF FARM ROAD CHISELED SQUARE IN GRANITE ROCK
 SH0503
 SH0503                          STATION RECOVERY (2020)
 SH0503
 SH0503'RECOVERY NOTE BY MN DEPT OF TRANSP 2020 (KMS)
 SH0503'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 SH0481 ***********************************************************************
 SH0481  DESIGNATION -  1463.8
 SH0481  PID         -  SH0481
 SH0481  STATE/COUNTY-  MN/ST LOUIS
 SH0481  COUNTRY     -  US
 SH0481  USGS QUAD   -  BEAR ISLAND (2019)
 SH0481
 SH0481                         *CURRENT SURVEY CONTROL
 SH0481  ______________________________________________________________________
 SH0481* NAD 83(1986) POSITION- 47 45 45.     (N) 091 57 15.     (W)   SCALED
 SH0481* NAVD 88 ORTHO HEIGHT -   446.545 (meters)     1465.04  (feet) ADJUSTED
 SH0481  ______________________________________________________________________
 SH0481  GEOID HEIGHT    -        -30.540 (meters)                     GEOID18
 SH0481  DYNAMIC HEIGHT  -        446.597 (meters)     1465.21  (feet) COMP
 SH0481  MODELED GRAVITY -    980,713.5   (mgal)                       NAVD 88
 SH0481
 SH0481  VERT ORDER      -  SECOND    CLASS 0
 SH0481
 SH0481.The horizontal coordinates were scaled from a map and have
 SH0481.an estimated accuracy of +/- 6 seconds.
 SH0481
 SH0481.The orthometric height was determined by differential leveling and
 SH0481.adjusted by the NATIONAL GEODETIC SURVEY
 SH0481.in June 1991.
 SH0481
 SH0481.Significant digits in the geoid height do not necessarily reflect accuracy.
 SH0481.GEOID18 height accuracy estimate available here.
 SH0481
 SH0481.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWN783904(NAD 83)
 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
 SH0481.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SH0481.See file dsdata.pdf to determine how the superseded data were derived.
 SH0481
 SH0481_MARKER: DD = SURVEY DISK
 SH0481_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SH0481_STAMPING: 1463.8 1935
 SH0481_MARK LOGO: USGS
 SH0481_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SH0481+STABILITY: SURFACE MOTION
 SH0481
 SH0481  HISTORY     - Date     Condition        Report By
 SH0481  HISTORY     - UNK      MONUMENTED       USGS
 SH0481  HISTORY     - 1935     GOOD             CGS
 SH0481  HISTORY     - 20070508 MARK NOT FOUND   MNDT
 SH0481
 SH0481                          STATION DESCRIPTION
 SH0481
 SH0481'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 SH0481'11.6 MI S FROM ELY.
 SH0481'11.6 MILES SOUTH OF ELY, 0.1 MILES NORTH OF T-195.  AT JUNCTION
 SH0481'OF ROAD TO ROTHMANS CABINS.  30 FEET WEST OF HWY. 21.
 SH0481
 SH0481                          STATION RECOVERY (2007)
 SH0481
 SH0481'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (JBG)
 SH0481'THE MARK WAS NOT RECOVERED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 SH0446 ***********************************************************************
 SH0446  DESIGNATION -  1465.6
 SH0446  PID         -  SH0446
 SH0446  STATE/COUNTY-  MN/LAKE
 SH0446  COUNTRY     -  US
 SH0446  USGS QUAD   -  FARM LAKE (2019)
 SH0446
 SH0446                         *CURRENT SURVEY CONTROL
 SH0446  ______________________________________________________________________
 SH0446* NAD 83(1986) POSITION- 47 56 39.     (N) 091 39 50.     (W)   SCALED
 SH0446* NAVD 88 ORTHO HEIGHT -   447.079 (meters)     1466.79  (feet) ADJUSTED
 SH0446  ______________________________________________________________________
 SH0446  GEOID HEIGHT    -        -30.785 (meters)                     GEOID18
 SH0446  DYNAMIC HEIGHT  -        447.151 (meters)     1467.03  (feet) COMP
 SH0446  MODELED GRAVITY -    980,758.2   (mgal)                       NAVD 88
 SH0446
 SH0446  VERT ORDER      -  SECOND    CLASS 0
 SH0446
 SH0446.The horizontal coordinates were scaled from a map and have
 SH0446.an estimated accuracy of +/- 6 seconds.
 SH0446
 SH0446.The orthometric height was determined by differential leveling and
 SH0446.adjusted by the NATIONAL GEODETIC SURVEY
 SH0446.in June 1991.
 SH0446
 SH0446.Significant digits in the geoid height do not necessarily reflect accuracy.
 SH0446.GEOID18 height accuracy estimate available here.
 SH0446
 SH0446.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWP997109(NAD 83)
 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
 SH0446.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SH0446.See file dsdata.pdf to determine how the superseded data were derived.
 SH0446
 SH0446_MARKER: Q = CHISELED SQUARE
 SH0446_SETTING: 66 = SET IN ROCK OUTCROP
 SH0446_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 SH0446+STABILITY: POSITION/ELEVATION WELL
 SH0446
 SH0446  HISTORY     - Date     Condition        Report By
 SH0446  HISTORY     - 1931     MONUMENTED       USGS
 SH0446  HISTORY     - 1935     GOOD             CGS
 SH0446  HISTORY     - 20060502 MARK NOT FOUND   MNDT
 SH0446
 SH0446                          STATION DESCRIPTION
 SH0446
 SH0446'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 SH0446'6.9 MI E FROM WINTON.
 SH0446'IN LAKE COUNTY, 6.9 MILES EAST ALONG THE FERNBERG ROAD FROM
 SH0446'WINTON, ST. LOUIS COUNTY, AT THE TOP OF A SMALL HILL, 20 FEET
 SH0446'SOUTH OF THE CENTERLINE OF THE ROAD, 12 FEET EAST OF THE STATE
 SH0446'GAME REFUGE BOUNDARY LINE, AND ON THE TOP OF THE SOUTH EDGE
 SH0446'OF A ROCK LEDGE.  A CHISELED SQUARE.
 SH0446
 SH0446                          STATION RECOVERY (2006)
 SH0446
 SH0446'RECOVERY NOTE BY MN DEPT OF TRANSP 2006 (DAS)
 SH0446'6.9 MILES EAST OF WINTON ON FERNBERG ROAD, AT TOP OF SMALL HILL 20
 SH0446'FEET SOUTH OF FERNBERG ROAD, 12 FEET EAST OF STATE GAME REFUGE BOUNDRY
 SH0446'LINE, ON TOP OF SOUTH EDGE OF LEDGE ROCK
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 PQ1478 ***********************************************************************
 PQ1478  DESIGNATION -  147 ES
 PQ1478  PID         -  PQ1478
 PQ1478  STATE/COUNTY-  MN/MCLEOD
 PQ1478  COUNTRY     -  US
 PQ1478  USGS QUAD   -  CEDAR MILLS (2019)
 PQ1478
 PQ1478                         *CURRENT SURVEY CONTROL
 PQ1478  ______________________________________________________________________
 PQ1478* NAD 83(2011) POSITION- 44 56 33.53581(N) 094 30 01.75874(W)   ADJUSTED
 PQ1478* NAD 83(2011) ELLIP HT-   310.512 (meters)        (06/27/12)   ADJUSTED
 PQ1478* NAD 83(2011) EPOCH   -  2010.00
 PQ1478* NAVD 88 ORTHO HEIGHT -   337.601 (meters)     1107.61  (feet) ADJUSTED
 PQ1478  ______________________________________________________________________
 PQ1478  GEOID HEIGHT    -        -27.086 (meters)                     GEOID18
 PQ1478  NAD 83(2011) X  -   -354,855.199 (meters)                     COMP
 PQ1478  NAD 83(2011) Y  - -4,508,371.342 (meters)                     COMP
 PQ1478  NAD 83(2011) Z  -  4,483,058.751 (meters)                     COMP
 PQ1478  LAPLACE CORR    -         -2.53  (seconds)                    DEFLEC18
 PQ1478  DYNAMIC HEIGHT  -        337.575 (meters)     1107.53  (feet) COMP
 PQ1478  MODELED GRAVITY -    980,529.3   (mgal)                       NAVD 88
 PQ1478
 PQ1478  VERT ORDER      -  SECOND    CLASS I
 PQ1478
 PQ1478  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 PQ1478  Standards:
 PQ1478         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 PQ1478            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 PQ1478  -------------------------------------------------------------------
 PQ1478  NETWORK    0.30   0.33           0.14   0.09   0.17      0.04718666
 PQ1478  -------------------------------------------------------------------
 PQ1478  Click here for local accuracies and other accuracy information.
 PQ1478
 PQ1478.The horizontal coordinates were established by GPS observations
 PQ1478.and adjusted by the National Geodetic Survey in June 2012.
 PQ1478
 PQ1478.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 PQ1478.been affixed to the stable North American tectonic plate. See 
 PQ1478.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 PQ1478
 PQ1478.The horizontal coordinates are valid at the epoch date displayed above
 PQ1478.which is a decimal equivalence of Year/Month/Day.
 PQ1478
 PQ1478.The orthometric height was determined by differential leveling and
 PQ1478.adjusted by the NATIONAL GEODETIC SURVEY
 PQ1478.in March 2014.
 PQ1478
 PQ1478.Significant digits in the geoid height do not necessarily reflect accuracy.
 PQ1478.GEOID18 height accuracy estimate available here.
 PQ1478
 PQ1478.Click photographs - Photos may exist for this station.
 PQ1478
 PQ1478.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 PQ1478
 PQ1478.The Laplace correction was computed from DEFLEC18 derived deflections.
 PQ1478
 PQ1478.The ellipsoidal height was determined by GPS observations
 PQ1478.and is referenced to NAD 83.
 PQ1478
 PQ1478.The dynamic height is computed by dividing the NAVD 88
 PQ1478.geopotential number by the normal gravity value computed on the
 PQ1478.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PQ1478.degrees latitude (g = 980.6199 gals.).
 PQ1478
 PQ1478.The modeled gravity was interpolated from observed gravity values.
 PQ1478
 PQ1478. The following values were computed from the NAD 83(2011) position.
 PQ1478
 PQ1478;                    North         East     Units Scale Factor Converg.
 PQ1478;SPC MN S     -   315,974.474   760,500.872   MT  0.99995166   -0 21 02.9
 PQ1478;SPC MN S     - 1,036,659.59  2,495,076.61   sFT  0.99995166   -0 21 02.9
 PQ1478;UTM  15      - 4,977,674.551   381,620.584   MT  0.99977232   -1 03 36.2
 PQ1478
 PQ1478!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PQ1478!SPC MN S     -   0.99995132  x   0.99995166  =   0.99990298
 PQ1478!UTM  15      -   0.99995132  x   0.99977232  =   0.99972365
 PQ1478
 PQ1478_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUK8162077674(NAD 83)
 PQ1478
 PQ1478|---------------------------------------------------------------------|
 PQ1478| PID    Reference Object                     Distance      Geod. Az  |
 PQ1478|                                                           dddmmss.s |
 PQ1478| PQ0850 MILLS                               293.846 METERS 33119     |
 PQ1478|---------------------------------------------------------------------|
 PQ1478
 PQ1478                          SUPERSEDED SURVEY CONTROL
 PQ1478
 PQ1478  NAD 83(2007)-  44 56 33.53578(N)    094 30 01.75929(W) AD(2002.00) 1
 PQ1478  ELLIP H (08/23/10)  310.545  (m)                       GP(2002.00) 3 1
 PQ1478  NAD 83(1996)-  44 56 33.53520(N)    094 30 01.75894(W) AD(       ) 1
 PQ1478  ELLIP H (06/12/06)  310.570  (m)                       GP(       ) 4 1
 PQ1478  NAVD 88 (11/17/11)  337.597  (m)         1107.60   (f) SUPERSEDED  2 1
 PQ1478  NAVD 88             337.60   (m)         1107.6    (f) LEVELING    3  
 PQ1478  NAVD 88 (06/15/95)  337.602  (m)         1107.62   (f) SUPERSEDED  2 1
 PQ1478
 PQ1478.Superseded values are not recommended for survey control.
 PQ1478
 PQ1478.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PQ1478.See file dsdata.pdf to determine how the superseded data were derived.
 PQ1478
 PQ1478_MARKER: DB = BENCH MARK DISK
 PQ1478_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PQ1478_STAMPING: 147 ES TT 1955 1107
 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 - April 13, 2011
 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  HISTORY     - 20110413 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
 PQ1478
 PQ1478                          STATION RECOVERY (2011)
 PQ1478
 PQ1478'RECOVERY NOTE BY MN DEPT OF TRANSP 2011 (KMS)
 PQ1478'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 PQ1482 ***********************************************************************
 PQ1482  DESIGNATION -  148 ES
 PQ1482  PID         -  PQ1482
 PQ1482  STATE/COUNTY-  MN/MEEKER
 PQ1482  COUNTRY     -  US
 PQ1482  USGS QUAD   -  CEDAR MILLS (2019)
 PQ1482
 PQ1482                         *CURRENT SURVEY CONTROL
 PQ1482  ______________________________________________________________________
 PQ1482* NAD 83(1986) POSITION- 44 59 41.36   (N) 094 30 06.09   (W)   HD_HELD1
 PQ1482* NAVD 88 ORTHO HEIGHT -   331.100 (meters)     1086.28  (feet) ADJUSTED
 PQ1482  ______________________________________________________________________
 PQ1482  GEOID HEIGHT    -        -26.981 (meters)                     GEOID18
 PQ1482  DYNAMIC HEIGHT  -        331.077 (meters)     1086.21  (feet) COMP
 PQ1482  MODELED GRAVITY -    980,537.8   (mgal)                       NAVD 88
 PQ1482
 PQ1482  VERT ORDER      -  SECOND    CLASS I
 PQ1482
 PQ1482.The horizontal coordinates were determined by differentially corrected
 PQ1482.hand held GPS observations or other comparable positioning techniques
 PQ1482.and have an estimated accuracy of +/- 3 meters.
 PQ1482
 PQ1482.The orthometric height was determined by differential leveling and
 PQ1482.adjusted by the NATIONAL GEODETIC SURVEY
 PQ1482.in March 2014.
 PQ1482
 PQ1482.Significant digits in the geoid height do not necessarily reflect accuracy.
 PQ1482.GEOID18 height accuracy estimate available here.
 PQ1482
 PQ1482.Click photographs - Photos may exist for this station.
 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     -   321,772.8     760,441.5     MT  (+/- 3 meters HH1 GPS) 
 PQ1482
 PQ1482_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUK8163383472(NAD 83)
 PQ1482
 PQ1482                          SUPERSEDED SURVEY CONTROL
 PQ1482
 PQ1482  NAVD 88 (06/15/95)  331.113  (m)         1086.33   (f) SUPERSEDED  2 1
 PQ1482
 PQ1482.Superseded values are not recommended for survey control.
 PQ1482
 PQ1482.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PQ1482.See file dsdata.pdf to determine how the superseded data were derived.
 PQ1482
 PQ1482_MARKER: DB = BENCH MARK DISK
 PQ1482_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PQ1482_STAMPING: 148 ES TT 1955 1086
 PQ1482_MARK LOGO: USGS
 PQ1482_PROJECTION: PROJECTING 8 CENTIMETERS
 PQ1482_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT
 PQ1482_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PQ1482+STABILITY: SURFACE MOTION
 PQ1482_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 PQ1482+SATELLITE: SATELLITE OBSERVATIONS - April 14, 2011
 PQ1482
 PQ1482  HISTORY     - Date     Condition        Report By
 PQ1482  HISTORY     - 1955     MONUMENTED       USGS
 PQ1482  HISTORY     - 19780724 GOOD             MNDT
 PQ1482  HISTORY     - 20110414 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.
 PQ1482
 PQ1482                          STATION RECOVERY (2011)
 PQ1482
 PQ1482'RECOVERY NOTE BY MN DEPT OF TRANSP 2011 (KMS)
 PQ1482'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 RP0424 ***********************************************************************
 RP0424  DESIGNATION -  1480 A
 RP0424  PID         -  RP0424
 RP0424  STATE/COUNTY-  MN/CLAY
 RP0424  COUNTRY     -  US
 RP0424  USGS QUAD   -  FARGO SOUTH (2018)
 RP0424
 RP0424                         *CURRENT SURVEY CONTROL
 RP0424  ______________________________________________________________________
 RP0424* NAD 83(2011) POSITION- 46 50 48.01140(N) 096 46 02.65760(W)   ADJUSTED
 RP0424* NAD 83(2011) ELLIP HT-   249.567 (meters)        (06/27/12)   ADJUSTED
 RP0424* NAD 83(2011) EPOCH   -  2010.00
 RP0424* NAVD 88 ORTHO HEIGHT -   276.025 (meters)      905.59  (feet) ADJUSTED
 RP0424  ______________________________________________________________________
 RP0424  GEOID HEIGHT    -        -26.538 (meters)                     GEOID18
 RP0424  NAD 83(2011) X  -   -514,993.124 (meters)                     COMP
 RP0424  NAD 83(2011) Y  - -4,339,859.978 (meters)                     COMP
 RP0424  NAD 83(2011) Z  -  4,630,305.107 (meters)                     COMP
 RP0424  LAPLACE CORR    -         -2.37  (seconds)                    DEFLEC18
 RP0424  DYNAMIC HEIGHT  -        276.047 (meters)      905.66  (feet) COMP
 RP0424  MODELED GRAVITY -    980,686.6   (mgal)                       NAVD 88
 RP0424
 RP0424  VERT ORDER      -  SECOND    CLASS I
 RP0424
 RP0424  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 RP0424  Standards:
 RP0424         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 RP0424            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 RP0424  -------------------------------------------------------------------
 RP0424  NETWORK    0.37   0.51           0.17   0.13   0.26     -0.03696411
 RP0424  -------------------------------------------------------------------
 RP0424  Click here for local accuracies and other accuracy information.
 RP0424
 RP0424.The horizontal coordinates were established by GPS observations
 RP0424.and adjusted by the National Geodetic Survey in June 2012.
 RP0424
 RP0424.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 RP0424.been affixed to the stable North American tectonic plate. See 
 RP0424.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 RP0424
 RP0424.The horizontal coordinates are valid at the epoch date displayed above
 RP0424.which is a decimal equivalence of Year/Month/Day.
 RP0424
 RP0424.The orthometric height was determined by differential leveling and
 RP0424.adjusted by the NATIONAL GEODETIC SURVEY
 RP0424.in April 2024.
 RP0424
 RP0424.Significant digits in the geoid height do not necessarily reflect accuracy.
 RP0424.GEOID18 height accuracy estimate available here.
 RP0424
 RP0424.Click photographs - Photos may exist for this station.
 RP0424
 RP0424.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 RP0424
 RP0424.The Laplace correction was computed from DEFLEC18 derived deflections.
 RP0424
 RP0424.The ellipsoidal height was determined by GPS observations
 RP0424.and is referenced to NAD 83.
 RP0424
 RP0424.The dynamic height is computed by dividing the NAVD 88
 RP0424.geopotential number by the normal gravity value computed on the
 RP0424.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RP0424.degrees latitude (g = 980.6199 gals.).
 RP0424
 RP0424.The modeled gravity was interpolated from observed gravity values.
 RP0424
 RP0424. The following values were computed from the NAD 83(2011) position.
 RP0424
 RP0424;                    North         East     Units Scale Factor Converg.
 RP0424;SPC MN C     -   308,306.081   608,028.846   MT  0.99996191   -1 49 15.8
 RP0424;SPC MN C     - 1,011,500.87  1,994,841.31   sFT  0.99996191   -1 49 15.8
 RP0424;UTM  14      - 5,190,545.267   670,216.573   MT  0.99995612   +1 37 44.9
 RP0424
 RP0424!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RP0424!SPC MN C     -   0.99996088  x   0.99996191  =   0.99992279
 RP0424!UTM  14      -   0.99996088  x   0.99995612  =   0.99991700
 RP0424
 RP0424:                Primary Azimuth Mark                     Grid Az
 RP0424:SPC MN C     -  1480 AB                                  279 55 51.3
 RP0424:UTM  14      -  1480 AB                                  276 28 50.6
 RP0424
 RP0424_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPS7021690545(NAD 83)
 RP0424
 RP0424|---------------------------------------------------------------------|
 RP0424| PID    Reference Object                     Distance      Geod. Az  |
 RP0424|                                                           dddmmss.s |
 RP0424| RP0423 1480 B                              128.022 METERS 12625     |
 RP0424| DM1814 1406 U                              310.627 METERS 18404     |
 RP0424| DF8000 1480 AB                             APPROX. 0.6 KM 2780635.5 |
 RP0424|---------------------------------------------------------------------|
 RP0424
 RP0424                          SUPERSEDED SURVEY CONTROL
 RP0424
 RP0424  NAD 83(2007)-  46 50 48.01221(N)    096 46 02.65904(W) AD(2002.00) 0
 RP0424  ELLIP H (02/10/07)  249.589  (m)                       GP(2002.00)    
 RP0424  NAD 83(1996)-  46 50 48.01164(N)    096 46 02.65888(W) AD(       ) 1
 RP0424  ELLIP H (09/10/03)  249.608  (m)                       GP(       ) 3 1
 RP0424  NAVD 88 (08/26/19)  276.026  (m)          905.60   (f) SUPERSEDED  2 1
 RP0424  NAVD 88 (04/18/11)  276.095  (m)          905.82   (f) SUPERSEDED  2 1
 RP0424  NAVD 88 (04/16/04)  276.098  (m)          905.83   (f) SUPERSEDED  2 1
 RP0424  NAVD 88             276.10   (m)          905.8    (f) LEVELING    3  
 RP0424  NAVD 88 (06/15/91)  276.135  (m)          905.95   (f) SUPERSEDED  2 0
 RP0424  NGVD 29 (??/??/92)  275.850  (m)          905.02   (f) ADJ UNCH    2 0
 RP0424
 RP0424.Superseded values are not recommended for survey control.
 RP0424
 RP0424.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RP0424.See file dsdata.pdf to determine how the superseded data were derived.
 RP0424
 RP0424_MARKER: DB = BENCH MARK DISK
 RP0424_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 RP0424_STAMPING: 1480 A 1959
 RP0424_MARK LOGO: MNHD
 RP0424_PROJECTION: FLUSH
 RP0424_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 RP0424_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RP0424_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 RP0424+SATELLITE: SATELLITE OBSERVATIONS - June 22, 2023
 RP0424
 RP0424  HISTORY     - Date     Condition        Report By
 RP0424  HISTORY     - 19590401 MONUMENTED       MNHD
 RP0424  HISTORY     - 1968     GOOD             MNDT
 RP0424  HISTORY     - 19930907 GOOD             MNDT
 RP0424  HISTORY     - 19940809 GOOD             MNDT
 RP0424  HISTORY     - 20000404 GOOD             MNDT
 RP0424  HISTORY     - 20090916 GOOD             MNDT
 RP0424  HISTORY     - 20110215 GOOD             INDIV
 RP0424  HISTORY     - 20220915 GOOD             MNDT
 RP0424  HISTORY     - 20230622 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.
 RP0424
 RP0424                          STATION RECOVERY (2000)
 RP0424
 RP0424'RECOVERY NOTE BY MN DEPT OF TRANSP 2000 (DJS)
 RP0424'RECOVERED AS DESCRIBED.
 RP0424
 RP0424                          STATION RECOVERY (2009)
 RP0424
 RP0424'RECOVERY NOTE BY MN DEPT OF TRANSP 2009 (KMS)
 RP0424'THE MARK WAS RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.
 RP0424'THE MARK IS AT MOORHEAD, AT JUNCTION OF TRUNK HIGHWAY 75 AND
 RP0424'INTERSTATE HIGHWAY 94, 100 FEET EAST OF NORTHBOUND TRUNK HIGHWAY 75
 RP0424'BRIDGE OVER INTERSTATE HIGHWAY 94, 100 FEET SOUTH OF EASTBOUND
 RP0424'INTERSTATE HIGHWAY 94, 1.0 FOOT NORTH OF WITNESS POST.
 RP0424
 RP0424                          STATION RECOVERY (2011)
 RP0424
 RP0424'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2011
 RP0424'RECOVERED AS DESCRIBED
 RP0424
 RP0424                          STATION RECOVERY (2022)
 RP0424
 RP0424'RECOVERY NOTE BY MN DEPT OF TRANSP 2022 (TJD)
 RP0424'RECOVERED AS DESCRIBED.
 RP0424
 RP0424                          STATION RECOVERY (2023)
 RP0424
 RP0424'RECOVERY NOTE BY MN DEPT OF TRANSP 2023 (BXG)
 RP0424'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 RP0081 ***********************************************************************
 RP0081  DESIGNATION -  1480 AA
 RP0081  PID         -  RP0081
 RP0081  STATE/COUNTY-  MN/CLAY
 RP0081  COUNTRY     -  US
 RP0081  USGS QUAD   -  BARNESVILLE (2019)
 RP0081
 RP0081                         *CURRENT SURVEY CONTROL
 RP0081  ______________________________________________________________________
 RP0081* NAD 83(2011) POSITION- 46 38 45.65054(N) 096 22 53.73151(W)   ADJUSTED
 RP0081* NAD 83(2011) ELLIP HT-   298.588 (meters)        (09/12/10)   ADJUSTED
 RP0081* NAD 83(2011) EPOCH   -  2010.00
 RP0081* NAVD 88 ORTHO HEIGHT -   325.120 (meters)     1066.66  (feet) ADJUSTED
 RP0081  ______________________________________________________________________
 RP0081  GEOID HEIGHT    -        -26.562 (meters)                     GEOID18
 RP0081  NAD 83(2011) X  -   -487,567.900 (meters)                     COMP
 RP0081  NAD 83(2011) Y  - -4,359,408.901 (meters)                     COMP
 RP0081  NAD 83(2011) Z  -  4,615,055.376 (meters)                     COMP
 RP0081  LAPLACE CORR    -         -1.11  (seconds)                    DEFLEC18
 RP0081  DYNAMIC HEIGHT  -        325.144 (meters)     1066.74  (feet) COMP
 RP0081  MODELED GRAVITY -    980,678.6   (mgal)                       NAVD 88
 RP0081
 RP0081  VERT ORDER      -  SECOND    CLASS I
 RP0081
 RP0081  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 RP0081  Standards:
 RP0081         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 RP0081            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 RP0081  -------------------------------------------------------------------
 RP0081  NETWORK    0.40   0.63           0.18   0.14   0.32     -0.00911581
 RP0081  -------------------------------------------------------------------
 RP0081  Click here for local accuracies and other accuracy information.
 RP0081
 RP0081.The horizontal coordinates were established by GPS observations
 RP0081.and adjusted by the MN DEPT OF TRANSP in September 2010.
 RP0081
 RP0081.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 RP0081.been affixed to the stable North American tectonic plate. See 
 RP0081.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 RP0081
 RP0081.The horizontal coordinates are valid at the epoch date displayed above
 RP0081.which is a decimal equivalence of Year/Month/Day.
 RP0081
 RP0081.The orthometric height was determined by differential leveling and
 RP0081.adjusted by the NATIONAL GEODETIC SURVEY
 RP0081.in March 2020.
 RP0081
 RP0081.Significant digits in the geoid height do not necessarily reflect accuracy.
 RP0081.GEOID18 height accuracy estimate available here.
 RP0081
 RP0081.Click photographs - Photos may exist for this station.
 RP0081
 RP0081.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 RP0081
 RP0081.The Laplace correction was computed from DEFLEC18 derived deflections.
 RP0081
 RP0081.The ellipsoidal height was determined by GPS observations
 RP0081.and is referenced to NAD 83.
 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. The following values were computed from the NAD 83(2011) position.
 RP0081
 RP0081;                    North         East     Units Scale Factor Converg.
 RP0081;SPC MN C     -   285,145.759   636,842.035   MT  0.99993674   -1 32 31.1
 RP0081;SPC MN C     -   935,515.71  2,089,372.58   sFT  0.99993674   -1 32 31.1
 RP0081;UTM  14      - 5,169,158.440   700,372.966   MT  1.00009352   +1 54 16.4
 RP0081
 RP0081!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RP0081!SPC MN C     -   0.99995320  x   0.99993674  =   0.99988994
 RP0081!UTM  14      -   0.99995320  x   1.00009352  =   1.00004671
 RP0081
 RP0081_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQS0037269158(NAD 83)
 RP0081
 RP0081                          SUPERSEDED SURVEY CONTROL
 RP0081
 RP0081  NAVD 88 (08/26/19)  325.154  (m)         1066.78   (f) SUPERSEDED  2 1
 RP0081  NAVD 88 (02/13/18)  325.196  (m)         1066.91   (f) SUPERSEDED  2 1
 RP0081  NAVD 88 (04/02/09)  325.164  (m)         1066.81   (f) SUPERSEDED  2 1
 RP0081  NAVD 88 (06/15/91)  325.158  (m)         1066.79   (f) SUPERSEDED  2 0
 RP0081  NGVD 29 (??/??/92)  324.893  (m)         1065.92   (f) ADJ UNCH    2 0
 RP0081
 RP0081.Superseded values are not recommended for survey control.
 RP0081
 RP0081.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RP0081.See file dsdata.pdf to determine how the superseded data were derived.
 RP0081
 RP0081_MARKER: F = FLANGE-ENCASED ROD
 RP0081_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 RP0081+WITH SETTING: INFORMATION.
 RP0081_STAMPING: 1480 AA 1968
 RP0081_MARK LOGO: MNHD
 RP0081_PROJECTION: RECESSED 15 CENTIMETERS
 RP0081_MAGNETIC: I = MARKER IS A STEEL ROD
 RP0081_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RP0081_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 RP0081+SATELLITE: SATELLITE OBSERVATIONS - July 18, 2024
 RP0081
 RP0081  HISTORY     - Date     Condition        Report By
 RP0081  HISTORY     - 19680401 MONUMENTED       MNHD
 RP0081  HISTORY     - 20050920 GOOD             MNDT
 RP0081  HISTORY     - 20100519 GOOD             MNDT
 RP0081  HISTORY     - 20150921 GOOD             MNDT
 RP0081  HISTORY     - 20210713 GOOD             MNDT
 RP0081  HISTORY     - 20230510 GOOD             MNDT
 RP0081  HISTORY     - 20240718 GOOD             MNDT
 RP0081
 RP0081                          STATION DESCRIPTION
 RP0081
 RP0081'DESCRIBED BY MN HIGHWAY DEPT 1968
 RP0081'1.6 MI SE FROM BARNESVILLE.
 RP0081'MARK IS LOCATED ABOUT 1.2 MILE SOUTHEAST OF THE INTERCHANGE OF T.H. 34
 RP0081'AND F.A.I. 94.  MARK IS A STANDARD FROST FREE MONUMENT, STAMPED 1480
 RP0081'AA 1968 ON THE CAP.  (ELEVATION IS ESTABLISHED ON A 3/4 INCH IRON ROD
 RP0081'INSIDE THE CASING).  MARK IS 95 FEET EAST OF THE CENTERLINE OF
 RP0081'WESTBOUND F.A.I. 94 (STA. 1657+00), 32.0 FEET WEST OF THE CENTERLINE
 RP0081'OF FRONTAGE ROAD, 1.0 FEET NORTH OF A STEEL WITNESS POST AND
 RP0081'PROJECTING ABOUT 6 INCHES.  SW 1/4 SECTION 28, T137N, R45W.
 RP0081
 RP0081                          STATION RECOVERY (2005)
 RP0081
 RP0081'RECOVERY NOTE BY MN DEPT OF TRANSP 2005 (WAS)
 RP0081'THE MARK IS 1.0 MI (1.6 KM) SOUTH-SOUTHEAST OF BARNESVILLE, 1.1 MI
 RP0081'(1.8 KM) SOUTH OF TRUNK HIGHWAY 34, 95 FT (29.0 M) EAST OF WESTBOUND
 RP0081'INTERSTATE HIGHWAY 94, AT INTERSTATE HIGHWAY 94 MILE POINT 25.72, 32
 RP0081'FT (9.8 M) WEST OF FRONTAGE ROAD, 1.0 FT (0.3 M) NORTH OF A WITNESS
 RP0081'POST.  MARK IS AN IRON ROD WITH A PUNCH HOLE, STAMPING IS ON CAP.
 RP0081
 RP0081                          STATION RECOVERY (2010)
 RP0081
 RP0081'RECOVERY NOTE BY MN DEPT OF TRANSP 2010 (BA)
 RP0081'1.0 MILE SOUTH-SOUTHEAST OF BARNESVILLE, 0.5 MILE NORTH ALONG TRUNK
 RP0081'HIGHWAY 9 (FRONT STREET SOUTH) FROM THE JUNCTION OF TRUNK HIGHWAY 9
 RP0081'(FRONT STREET SOUTH) AND 2ND AVENUE SOUTHEAST IN BARNESVILLE, THEN 1.7
 RP0081'MILES EAST ALONG TRUNK HIGHWAY 34 EAST (160TH AVENUE SOUTH), THEN 1.0
 RP0081'MILE SOUTH ALONG 200TH STREET SOUTH, AT MILEPOINT 25.72, 1.1 MILES
 RP0081'SOUTH OF TRUNK HIGHWAY 34, 95 FEET EAST OF WESTBOUND INTERSTATE
 RP0081'HIGHWAY 94, 32 FEET WEST OF FRONTAGE ROAD, 1.0 FOOT NORTH OF WITNESS
 RP0081'POST.
 RP0081
 RP0081                          STATION RECOVERY (2015)
 RP0081
 RP0081'RECOVERY NOTE BY MN DEPT OF TRANSP 2015 (KMS)
 RP0081'THE STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER IRON ROD DRIVEN TO
 RP0081'REFUSAL WITH A STANDARD MNDT CONTROL STATION REMOVABLE DISK SET ON A
 RP0081'THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH PVC PIPE BACK
 RP0081'FILLED WITH WASHED SAND.
 RP0081
 RP0081                          STATION RECOVERY (2021)
 RP0081
 RP0081'RECOVERY NOTE BY MN DEPT OF TRANSP 2021 (DAS)
 RP0081'RECOVERED IN GOOD CONDITION.
 RP0081
 RP0081                          STATION RECOVERY (2023)
 RP0081
 RP0081'RECOVERY NOTE BY MN DEPT OF TRANSP 2023 (EXR)
 RP0081'RECOVERED AS DESCRIBED.
 RP0081
 RP0081                          STATION RECOVERY (2024)
 RP0081
 RP0081'RECOVERY NOTE BY MN DEPT OF TRANSP 2024 (WHL)
 RP0081'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DF8000 ***********************************************************************
 DF8000  DESIGNATION -  1480 AB
 DF8000  PID         -  DF8000
 DF8000  STATE/COUNTY-  MN/CLAY
 DF8000  COUNTRY     -  US
 DF8000  USGS QUAD   -  FARGO SOUTH (2018)
 DF8000
 DF8000                         *CURRENT SURVEY CONTROL
 DF8000  ______________________________________________________________________
 DF8000* NAD 83(2011) POSITION- 46 50 50.74334(N) 096 46 30.61073(W)   ADJUSTED
 DF8000* NAD 83(2011) ELLIP HT-   249.287 (meters)        (06/27/12)   ADJUSTED
 DF8000* NAD 83(2011) EPOCH   -  2010.00
 DF8000* NAVD 88 ORTHO HEIGHT -   275.747 (meters)      904.68  (feet) ADJUSTED
 DF8000  ______________________________________________________________________
 DF8000  GEOID HEIGHT    -        -26.530 (meters)                     GEOID18
 DF8000  NAD 83(2011) X  -   -515,573.977 (meters)                     COMP
 DF8000  NAD 83(2011) Y  - -4,339,728.838 (meters)                     COMP
 DF8000  NAD 83(2011) Z  -  4,630,362.604 (meters)                     COMP
 DF8000  LAPLACE CORR    -         -2.57  (seconds)                    DEFLEC18
 DF8000  DYNAMIC HEIGHT  -        275.770 (meters)      904.76  (feet) COMP
 DF8000  MODELED GRAVITY -    980,687.0   (mgal)                       NAVD 88
 DF8000
 DF8000  VERT ORDER      -  SECOND    CLASS I
 DF8000
 DF8000  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DF8000  Standards:
 DF8000         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DF8000            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DF8000  -------------------------------------------------------------------
 DF8000  NETWORK    0.57   0.74           0.26   0.20   0.38     -0.03861991
 DF8000  -------------------------------------------------------------------
 DF8000  Click here for local accuracies and other accuracy information.
 DF8000
 DF8000.The horizontal coordinates were established by GPS observations
 DF8000.and adjusted by the National Geodetic Survey in June 2012.
 DF8000
 DF8000.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DF8000.been affixed to the stable North American tectonic plate. See 
 DF8000.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DF8000
 DF8000.The horizontal coordinates are valid at the epoch date displayed above
 DF8000.which is a decimal equivalence of Year/Month/Day.
 DF8000
 DF8000.The orthometric height was determined by differential leveling and
 DF8000.adjusted by the NATIONAL GEODETIC SURVEY
 DF8000.in April 2024.
 DF8000
 DF8000.Significant digits in the geoid height do not necessarily reflect accuracy.
 DF8000.GEOID18 height accuracy estimate available here.
 DF8000
 DF8000.Click photographs - Photos may exist for this station.
 DF8000
 DF8000.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DF8000
 DF8000.The Laplace correction was computed from DEFLEC18 derived deflections.
 DF8000
 DF8000.The ellipsoidal height was determined by GPS observations
 DF8000.and is referenced to NAD 83.
 DF8000
 DF8000.The dynamic height is computed by dividing the NAVD 88
 DF8000.geopotential number by the normal gravity value computed on the
 DF8000.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DF8000.degrees latitude (g = 980.6199 gals.).
 DF8000
 DF8000.The modeled gravity was interpolated from observed gravity values.
 DF8000
 DF8000. The following values were computed from the NAD 83(2011) position.
 DF8000
 DF8000;                    North         East     Units Scale Factor Converg.
 DF8000;SPC MN C     -   308,409.245   607,439.614   MT  0.99996203   -1 49 36.0
 DF8000;SPC MN C     - 1,011,839.33  1,992,908.13   sFT  0.99996203   -1 49 36.0
 DF8000;UTM  14      - 5,190,612.784   669,622.205   MT  0.99995364   +1 37 24.5
 DF8000
 DF8000!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF8000!SPC MN C     -   0.99996093  x   0.99996203  =   0.99992296
 DF8000!UTM  14      -   0.99996093  x   0.99995364  =   0.99991457
 DF8000
 DF8000:                Primary Azimuth Mark                     Grid Az
 DF8000:SPC MN C     -  1480 A                                   099 55 51.1
 DF8000:UTM  14      -  1480 A                                   096 28 50.6
 DF8000
 DF8000_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPS6962290612(NAD 83)
 DF8000
 DF8000|---------------------------------------------------------------------|
 DF8000| PID    Reference Object                     Distance      Geod. Az  |
 DF8000|                                                           dddmmss.s |
 DF8000| RP0424 1480 A                              APPROX. 0.6 KM 0980615.1 |
 DF8000| RP0423 1480 B                              APPROX. 0.7 KM 1025906.2 |
 DF8000|---------------------------------------------------------------------|
 DF8000
 DF8000                          SUPERSEDED SURVEY CONTROL
 DF8000
 DF8000  NAD 83(2007)-  46 50 50.74410(N)    096 46 30.61218(W) AD(2002.00) 1
 DF8000  ELLIP H (01/24/11)  249.308  (m)                       GP(2002.00) 1 2
 DF8000  NAVD 88 (08/26/19)  275.744  (m)          904.67   (f) SUPERSEDED  2 1
 DF8000  NAVD 88             275.82   (m)          904.9    (f) LEVELING    3  
 DF8000  NAVD 88 (04/16/04)  275.815  (m)          904.90   (f) SUPERSEDED  2 1
 DF8000
 DF8000.Superseded values are not recommended for survey control.
 DF8000
 DF8000.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF8000.See file dsdata.pdf to determine how the superseded data were derived.
 DF8000
 DF8000_MARKER: DH = HORIZONTAL CONTROL DISK
 DF8000_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 DF8000+WITH SETTING: PAVEMENT
 DF8000_SP_SET: LIGHT POLE FOOTING
 DF8000_STAMPING: 1480 AB 1994
 DF8000_MARK LOGO: MNDT
 DF8000_MAGNETIC: O = OTHER; SEE DESCRIPTION
 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 - July 13, 2023
 DF8000
 DF8000  HISTORY     - Date     Condition        Report By
 DF8000  HISTORY     - 19940808 MONUMENTED       MNDT
 DF8000  HISTORY     - 20000404 GOOD             MNDT
 DF8000  HISTORY     - 20090916 GOOD             MNDT
 DF8000  HISTORY     - 20221004 GOOD             MNDT
 DF8000  HISTORY     - 20230627 GOOD             MNDT
 DF8000  HISTORY     - 20230713 GOOD             MNDT
 DF8000
 DF8000                          STATION DESCRIPTION
 DF8000
 DF8000'DESCRIBED BY MN DEPT OF TRANSP 1994 (WAS)
 DF8000'IN MOORHEAD, IN CONC FOOTING OF LIGHT POLE, 0.35 MI (0.56 KM) WEST
 DF8000'ALONG FAI 94 FROM JCT OF TH 75 AND FAI 94 IN MOORHEAD, AT FAI 94 MP
 DF8000'0.1, 87.0 FT (26.5 M) NORTH OF WB FAI 94, ABOUT 600 FT (182.9 M) EAST
 DF8000'OF RED RIVER BRDG, 29.0 FT (8.8 M) NE OF NORTH END OF 18 INCH CULV,
 DF8000'14.1 FT (4.3 M) SOUTH OF SOUND WALL, 4.0 FT (1.2 M) SE OF LIGHT POLE,
 DF8000'0.6 FT (18.3 CM) NW OF SE EDGE OF CONCRETE FOOTING.
 DF8000
 DF8000                          STATION RECOVERY (2000)
 DF8000
 DF8000'RECOVERY NOTE BY MN DEPT OF TRANSP 2000 (DJS)
 DF8000'RECOVERED AS DESCRIBED.  NOTE--NOT LEVELED TO.
 DF8000
 DF8000                          STATION RECOVERY (2009)
 DF8000
 DF8000'RECOVERY NOTE BY MN DEPT OF TRANSP 2009 (KMS)
 DF8000'THE MARK WAS RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.
 DF8000'THE MARK IS IN MOORHEAD, IN CONCRETE FOOTING OF LIGHT POLE, 0.35 MILE
 DF8000'WEST ALONG INTERSTATE HIGHWAY 94 FROM JUNCTION OF TRUNK HIGHWAY 75 AND
 DF8000'INTERSTATE HIGHWAY 94 IN MOORHEAD, AT INTERSTATE HIGHWAY 94 MILEPOINT
 DF8000'0.1, 87.0 FEET NORTH OF WESTBOUND INTERSTATE HIGHWAY 94, ABOUT 600
 DF8000'FEET EAST OF RED RIVER BRIDGE, 29.0 FEET NORTHEAST OF NORTH END OF 18
 DF8000'INCH CULVERT, 14.1 FEET SOUTH OF SOUND WALL, 4.0 FEET SOUTHEAST OF
 DF8000'LIGHT POLE, 0.6 FOOT NORTHWEST OF SOUTHEAST EDGE OF CONCRETE FOOTING.
 DF8000
 DF8000                          STATION RECOVERY (2022)
 DF8000
 DF8000'RECOVERY NOTE BY MN DEPT OF TRANSP 2022 (TJD)
 DF8000'THE MARK IS LOCATED ABOUT 9.5 MI (15.3 KM) WEST-SOUTHWEST OF GLYNDON,
 DF8000'7.5 MI (12.1 KM) NORTHWEST OF SABIN AND 4.0 MI (6.4 KM) WEST-SOUTHWEST
 DF8000'OF DILWORTH.
 DF8000'
 DF8000'THE MARK WAS LOCATED ABOUT IN MOORHEAD, IN THE CONCRETE FOOTING OF A
 DF8000'LIGHT POLE, 0.35 MI (0.56 KM) WEST ALONG INTERSTATE HIGHWAY 94 FROM
 DF8000'THE JUNCTION OF TRUNK HIGHWAY 75 AND INTERSTATE HIGHWAY 94 IN
 DF8000'MOORHEAD, AT INTERSTATE HIGHWAY 94 MILE POINT 0.1.
 DF8000'
 DF8000'IT IS 87.0 FT (26.5 M) NORTH OF WESTBOUND INTERSTATE HIGHWAY 94, ABOUT
 DF8000'600.0 FT (182.9 M) EAST OF A RED RIVER BRIDGE, 29.0 FT (8.8 M)
 DF8000'NORTHEAST OF THE NORTH END OF A 18.0 INCH (46 CM) DIAMETER CULVERT,
 DF8000'14.1 FT (4.3 M) SOUTH OF A SOUND WALL, 4.0 FT (1.2 M) SOUTHEAST OF A
 DF8000'LIGHT POLE AND 0.6 FT (18 CM) NORTHWEST OF THE SOUTHEAST EDGE OF A
 DF8000'CONCRETE FOOTING.
 DF8000
 DF8000                          STATION RECOVERY (2023)
 DF8000
 DF8000'RECOVERY NOTE BY MN DEPT OF TRANSP 2023 (BXG)
 DF8000'RECOVERED AS DESCRIBED.
 DF8000
 DF8000                          STATION RECOVERY (2023)
 DF8000
 DF8000'RECOVERY NOTE BY MN DEPT OF TRANSP 2023 (SXR)
 DF8000'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DM4274 ***********************************************************************
 DM4274  DESIGNATION -  1480 AD
 DM4274  PID         -  DM4274
 DM4274  STATE/COUNTY-  MN/CLAY
 DM4274  COUNTRY     -  US
 DM4274  USGS QUAD   -  SABIN (2019)
 DM4274
 DM4274                         *CURRENT SURVEY CONTROL
 DM4274  ______________________________________________________________________
 DM4274* NAD 83(1986) POSITION- 46 50 47.     (N) 096 40 17.     (W)   SCALED
 DM4274* NAVD 88 ORTHO HEIGHT -   278.140 (meters)      912.53  (feet) ADJUSTED
 DM4274  ______________________________________________________________________
 DM4274  GEOID HEIGHT    -        -26.605 (meters)                     GEOID18
 DM4274  DYNAMIC HEIGHT  -        278.162 (meters)      912.60  (feet) COMP
 DM4274  MODELED GRAVITY -    980,688.0   (mgal)                       NAVD 88
 DM4274
 DM4274  VERT ORDER      -  SECOND    CLASS I
 DM4274
 DM4274.The horizontal coordinates were scaled from a map and have
 DM4274.an estimated accuracy of +/- 6 seconds.
 DM4274
 DM4274.The orthometric height was determined by differential leveling and
 DM4274.adjusted by the NATIONAL GEODETIC SURVEY
 DM4274.in April 2011.
 DM4274
 DM4274.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM4274.GEOID18 height accuracy estimate available here.
 DM4274
 DM4274.Click photographs - Photos may exist for this station.
 DM4274
 DM4274.The dynamic height is computed by dividing the NAVD 88
 DM4274.geopotential number by the normal gravity value computed on the
 DM4274.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM4274.degrees latitude (g = 980.6199 gals.).
 DM4274
 DM4274.The modeled gravity was interpolated from observed gravity values.
 DM4274
 DM4274;                    North         East    Units  Estimated Accuracy
 DM4274;SPC MN C     -   308,050.      615,350.      MT  (+/- 180 meters Scaled)
 DM4274
 DM4274_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPS775907(NAD 83)
 DM4274
 DM4274                          SUPERSEDED SURVEY CONTROL
 DM4274
 DM4274.No superseded survey control is available for this station.
 DM4274
 DM4274_MARKER: DD = SURVEY DISK
 DM4274_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DM4274_STAMPING: 1480 AD
 DM4274_MARK LOGO: MNDT
 DM4274_PROJECTION: RECESSED 5 CENTIMETERS
 DM4274_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DM4274_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DM4274_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DM4274+SATELLITE: SATELLITE OBSERVATIONS - 2000
 DM4274_ROD/PIPE-DEPTH: 13.7 meters
 DM4274
 DM4274  HISTORY     - Date     Condition        Report By
 DM4274  HISTORY     - 2000     MONUMENTED       MNDT
 DM4274
 DM4274                          STATION DESCRIPTION
 DM4274
 DM4274'DESCRIBED BY MN DEPT OF TRANSP 2000 (WAS)
 DM4274'THE MARK IS 0.9 MI (1.4 KM) WEST ALONG TH 94 FROM JCT OF TH 94 AND TH
 DM4274'336, AT TH 94 MP 5.2, 69 FT (21.0 M) SOUTH OF SCALE EXIT RD, 27.7 FT
 DM4274'(8.4 M) NORTH OF R/W FENCE, 55.1 FT (16.8 M) SOUTH OF LIGHTPOLE, 1.7
 DM4274'FT (0.5 M) NORTH OF WIT POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DM1824 ***********************************************************************
 DM1824  DESIGNATION -  1480 AD RESET
 DM1824  PID         -  DM1824
 DM1824  STATE/COUNTY-  MN/CLAY
 DM1824  COUNTRY     -  US
 DM1824  USGS QUAD   -  SABIN (2019)
 DM1824
 DM1824                         *CURRENT SURVEY CONTROL
 DM1824  ______________________________________________________________________
 DM1824* NAD 83(2011) POSITION- 46 50 47.55775(N) 096 40 20.16733(W)   ADJUSTED
 DM1824* NAD 83(2011) ELLIP HT-   251.586 (meters)        (06/27/12)   ADJUSTED
 DM1824* NAD 83(2011) EPOCH   -  2010.00
 DM1824* NAVD 88 ORTHO HEIGHT -   278.112 (meters)      912.44  (feet) ADJUSTED
 DM1824  ______________________________________________________________________
 DM1824  GEOID HEIGHT    -        -26.604 (meters)                     GEOID18
 DM1824  NAD 83(2011) X  -   -507,787.690 (meters)                     COMP
 DM1824  NAD 83(2011) Y  - -4,340,720.632 (meters)                     COMP
 DM1824  NAD 83(2011) Z  -  4,630,296.998 (meters)                     COMP
 DM1824  LAPLACE CORR    -         -1.95  (seconds)                    DEFLEC18
 DM1824  DYNAMIC HEIGHT  -        278.134 (meters)      912.51  (feet) COMP
 DM1824  MODELED GRAVITY -    980,688.0   (mgal)                       NAVD 88
 DM1824
 DM1824  VERT ORDER      -  SECOND    CLASS I
 DM1824
 DM1824  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DM1824  Standards:
 DM1824         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DM1824            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DM1824  -------------------------------------------------------------------
 DM1824  NETWORK    0.31   0.57           0.14   0.11   0.29     -0.02684901
 DM1824  -------------------------------------------------------------------
 DM1824  Click here for local accuracies and other accuracy information.
 DM1824
 DM1824.The horizontal coordinates were established by GPS observations
 DM1824.and adjusted by the National Geodetic Survey in June 2012.
 DM1824
 DM1824.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DM1824.been affixed to the stable North American tectonic plate. See 
 DM1824.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DM1824
 DM1824.The horizontal coordinates are valid at the epoch date displayed above
 DM1824.which is a decimal equivalence of Year/Month/Day.
 DM1824
 DM1824.The orthometric height was determined by differential leveling and
 DM1824.adjusted by the NATIONAL GEODETIC SURVEY
 DM1824.in April 2024.
 DM1824
 DM1824.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM1824.GEOID18 height accuracy estimate available here.
 DM1824
 DM1824.Click photographs - Photos may exist for this station.
 DM1824
 DM1824.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DM1824
 DM1824.The Laplace correction was computed from DEFLEC18 derived deflections.
 DM1824
 DM1824.The ellipsoidal height was determined by GPS observations
 DM1824.and is referenced to NAD 83.
 DM1824
 DM1824.The dynamic height is computed by dividing the NAVD 88
 DM1824.geopotential number by the normal gravity value computed on the
 DM1824.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM1824.degrees latitude (g = 980.6199 gals.).
 DM1824
 DM1824.The modeled gravity was interpolated from observed gravity values.
 DM1824
 DM1824. The following values were computed from the NAD 83(2011) position.
 DM1824
 DM1824;                    North         East     Units Scale Factor Converg.
 DM1824;SPC MN C     -   308,065.850   615,280.965   MT  0.99996189   -1 45 08.1
 DM1824;SPC MN C     - 1,010,712.71  2,018,634.30   sFT  0.99996189   -1 45 08.1
 DM1824;UTM  14      - 5,190,741.951   677,470.073   MT  0.99998712   +1 41 54.9
 DM1824
 DM1824!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DM1824!SPC MN C     -   0.99996056  x   0.99996189  =   0.99992246
 DM1824!UTM  14      -   0.99996056  x   0.99998712  =   0.99994769
 DM1824
 DM1824:                Primary Azimuth Mark                     Grid Az
 DM1824:SPC MN C     -  JKJ C                                    183 22 27.1
 DM1824:UTM  14      -  JKJ C                                    179 55 24.1
 DM1824
 DM1824_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPS7747090741(NAD 83)
 DM1824
 DM1824|---------------------------------------------------------------------|
 DM1824| PID    Reference Object                     Distance      Geod. Az  |
 DM1824|                                                           dddmmss.s |
 DM1824| DI3209 JKJ C                               431.067 METERS 1813719.0 |
 DM1824|---------------------------------------------------------------------|
 DM1824
 DM1824                          SUPERSEDED SURVEY CONTROL
 DM1824
 DM1824  NAD 83(2007)-  46 50 47.55794(N)    096 40 20.16847(W) AD(2002.00) 1
 DM1824  ELLIP H (01/24/11)  251.606  (m)                       GP(2002.00) 1 2
 DM1824  NAVD 88 (08/26/19)  278.106  (m)          912.42   (f) SUPERSEDED  2 1
 DM1824  NAVD 88 (11/28/11)  278.190  (m)          912.70   (f) SUPERSEDED  2 1
 DM1824  NAVD 88             278.19   (m)          912.7    (f) LEVELING    3  
 DM1824
 DM1824.Superseded values are not recommended for survey control.
 DM1824
 DM1824.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DM1824.See file dsdata.pdf to determine how the superseded data were derived.
 DM1824
 DM1824_MARKER: I = METAL ROD
 DM1824_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DM1824_STAMPING: 1480 AD RESET 2008
 DM1824_MARK LOGO: MNDT
 DM1824_PROJECTION: RECESSED 5 CENTIMETERS
 DM1824_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DM1824_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DM1824_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DM1824+SATELLITE: SATELLITE OBSERVATIONS - June 21, 2023
 DM1824_ROD/PIPE-DEPTH: 13.7 meters
 DM1824
 DM1824  HISTORY     - Date     Condition        Report By
 DM1824  HISTORY     - 20080414 MONUMENTED       MNDT
 DM1824  HISTORY     - 20091001 GOOD             MNDT
 DM1824  HISTORY     - 20210713 GOOD             MNDT
 DM1824  HISTORY     - 20221005 GOOD             MNDT
 DM1824  HISTORY     - 20230621 GOOD             MNDT
 DM1824
 DM1824                          STATION DESCRIPTION
 DM1824
 DM1824'DESCRIBED BY MN DEPT OF TRANSP 2009 (KMS)
 DM1824'THE MARK WAS RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.
 DM1824'THE MARK IS 4.0 MILES EAST OF MOORHEAD, 0.9 MILE WEST ALONG INTERSTATE
 DM1824'HIGHWAY 94 FROM THE JUNCTION OF INTERSTATE HIGHWAY 94 AND TRUNK
 DM1824'HIGHWAY 336 (3.0 MILES EAST OF MOOORHEAD), AT INTERSTATE HIGHWAY
 DM1824'MILEPOINT 5.20, 69.0 FEET SOUTH OF SCALE ROAD EXIT ROAD, 27.7 FEET
 DM1824'NORTH OF RIGHT-OF-WAY FENCE, 55.1 FEEET SOUTH OF LIGHT POLE, 1.7 FEET
 DM1824'NORTH OF WITNESS POST.
 DM1824
 DM1824                          STATION RECOVERY (2021)
 DM1824
 DM1824'RECOVERY NOTE BY MN DEPT OF TRANSP 2021 (DAS)
 DM1824'RECOVERED IN GOOD CONDITION.
 DM1824
 DM1824                          STATION RECOVERY (2022)
 DM1824
 DM1824'RECOVERY NOTE BY MN DEPT OF TRANSP 2022 (TJD)
 DM1824'THE MARK IS LOCATED ABOUT 4.9 MI (7.9 KM) WEST-SOUTHWEST OF GLYNDON,
 DM1824'4.7 MI (7.6 KM) NORTH OF SABIN AND 2.5 MI (4.0 KM) SOUTHEAST OF
 DM1824'DILWORTH.
 DM1824'
 DM1824'THE MARK WAS LOCATED ABOUT 4.0 MI (6.4 KM) EAST OF MOORHEAD, 0.9 MI
 DM1824'(1.4 KM) WEST ALONG INTERSTATE HIGHWAY 94 FROM THE JUNCTION OF
 DM1824'INTERSTATE HIGHWAY 94 AND TRUNK HIGHWAY 336 (THE JUNCTION IS 3.0 MI
 DM1824'(4.8 KM) EAST OF MOORHEAD), AT INTERSTATE HIGHWAY MILE POINT 5.20.
 DM1824'
 DM1824'IT IS 69.0 FT (21.0 M) SOUTH OF A SCALE EXIT ROAD, 55.1 FT (16.8 M)
 DM1824'SOUTH OF A LIGHT POLE, 27.7 FT (8.4 M) NORTH OF A RIGHT-OF-WAY FENCE
 DM1824'AND 1.7 FT (0.5 M) NORTH OF A WITNESS POST.
 DM1824
 DM1824                          STATION RECOVERY (2023)
 DM1824
 DM1824'RECOVERY NOTE BY MN DEPT OF TRANSP 2023 (EXR)
 DM1824'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DM7603 ***********************************************************************
 DM7603  DESIGNATION -  1480 AE RESET
 DM7603  PID         -  DM7603
 DM7603  STATE/COUNTY-  MN/CLAY
 DM7603  COUNTRY     -  US
 DM7603  USGS QUAD   -  SABIN (2019)
 DM7603
 DM7603                         *CURRENT SURVEY CONTROL
 DM7603  ______________________________________________________________________
 DM7603* NAD 83(2011) POSITION- 46 50 48.83394(N) 096 44 29.06016(W)   ADJUSTED
 DM7603* NAD 83(2011) ELLIP HT-   251.407 (meters)        (04/09/24)   ADJUSTED
 DM7603* NAD 83(2011) EPOCH   -  2010.00
 DM7603* NAVD 88 ORTHO HEIGHT -   277.886 (meters)      911.70  (feet) ADJUSTED
 DM7603  ______________________________________________________________________
 DM7603  GEOID HEIGHT    -        -26.557 (meters)                     GEOID18
 DM7603  NAD 83(2011) X  -   -513,021.732 (meters)                     COMP
 DM7603  NAD 83(2011) Y  - -4,340,076.068 (meters)                     COMP
 DM7603  NAD 83(2011) Z  -  4,630,323.822 (meters)                     COMP
 DM7603  LAPLACE CORR    -         -2.15  (seconds)                    DEFLEC18
 DM7603  DYNAMIC HEIGHT  -        277.908 (meters)      911.77  (feet) COMP
 DM7603  MODELED GRAVITY -    980,687.0   (mgal)                       NAVD 88
 DM7603
 DM7603  VERT ORDER      -  SECOND    CLASS I
 DM7603
 DM7603  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DM7603  Standards:
 DM7603         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DM7603            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DM7603  -------------------------------------------------------------------
 DM7603  NETWORK    0.62   1.16           0.28   0.22   0.59     -0.13113846
 DM7603  -------------------------------------------------------------------
 DM7603  Click here for local accuracies and other accuracy information.
 DM7603
 DM7603.The horizontal coordinates were established by GPS observations
 DM7603.and adjusted by the MN DEPT OF TRANSP in April 2024.
 DM7603
 DM7603.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DM7603.been affixed to the stable North American tectonic plate. See 
 DM7603.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DM7603
 DM7603.The horizontal coordinates are valid at the epoch date displayed above
 DM7603.which is a decimal equivalence of Year/Month/Day.
 DM7603
 DM7603.The orthometric height was determined by differential leveling and
 DM7603.adjusted by the NATIONAL GEODETIC SURVEY
 DM7603.in April 2024.
 DM7603
 DM7603.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM7603.GEOID18 height accuracy estimate available here.
 DM7603
 DM7603.Click photographs - Photos may exist for this station.
 DM7603
 DM7603.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DM7603
 DM7603.The Laplace correction was computed from DEFLEC18 derived deflections.
 DM7603
 DM7603.The ellipsoidal height was determined by GPS observations
 DM7603.and is referenced to NAD 83.
 DM7603
 DM7603.The dynamic height is computed by dividing the NAVD 88
 DM7603.geopotential number by the normal gravity value computed on the
 DM7603.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM7603.degrees latitude (g = 980.6199 gals.).
 DM7603
 DM7603.The modeled gravity was interpolated from observed gravity values.
 DM7603
 DM7603. The following values were computed from the NAD 83(2011) position.
 DM7603
 DM7603;                    North         East     Units Scale Factor Converg.
 DM7603;SPC MN C     -   308,268.777   610,011.630   MT  0.99996194   -1 48 08.1
 DM7603;SPC MN C     - 1,011,378.48  2,001,346.49   sFT  0.99996194   -1 48 08.1
 DM7603;UTM  14      - 5,190,627.359   672,198.005   MT  0.99996446   +1 38 53.2
 DM7603
 DM7603!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DM7603!SPC MN C     -   0.99996059  x   0.99996194  =   0.99992253
 DM7603!UTM  14      -   0.99996059  x   0.99996446  =   0.99992505
 DM7603
 DM7603_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPS7219890627(NAD 83)
 DM7603
 DM7603                          SUPERSEDED SURVEY CONTROL
 DM7603
 DM7603  NAVD 88 (08/26/19)  277.880  (m)          911.68   (f) SUPERSEDED  2 1
 DM7603  NAVD 88 (11/28/11)  277.956  (m)          911.93   (f) SUPERSEDED  2 1
 DM7603
 DM7603.Superseded values are not recommended for survey control.
 DM7603
 DM7603.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DM7603.See file dsdata.pdf to determine how the superseded data were derived.
 DM7603
 DM7603_MARKER: I = METAL ROD
 DM7603_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DM7603_STAMPING: 1480 AE RESET 2009
 DM7603_MARK LOGO: MNDT
 DM7603_PROJECTION: RECESSED 5 CENTIMETERS
 DM7603_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DM7603_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DM7603_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DM7603+SATELLITE: SATELLITE OBSERVATIONS - June 22, 2023
 DM7603_ROD/PIPE-DEPTH: 3.4 meters
 DM7603
 DM7603  HISTORY     - Date     Condition        Report By
 DM7603  HISTORY     - 20090922 MONUMENTED       MNDT
 DM7603  HISTORY     - 20210713 GOOD             MNDT
 DM7603  HISTORY     - 20221007 GOOD             MNDT
 DM7603  HISTORY     - 20230622 GOOD             MNDT
 DM7603
 DM7603                          STATION DESCRIPTION
 DM7603
 DM7603'DESCRIBED BY MN DEPT OF TRANSP 2009
 DM7603'THE MARK IS IN MOORHEAD.
 DM7603'
 DM7603'4.2 MILES WEST ALONG TRUNK HIGHWAY 94 FROM THE JUNCTION OF TRUNK
 DM7603'HIGHWAY 94 AND TRUNK HIGHWAY 336 IN MOORHEAD, AT TRUNK HIGHWAY 94 MILE
 DM7603'POINT 1.85.
 DM7603'
 DM7603'IT IS 75 FT (22.9 M) SOUTH OF EASTBOUND TRUNK HIGHWAY 94, 20 FT (6.1
 DM7603'M) SOUTHWEST OF EAST END OF CORRUGATED METAL PIPE, 28.5 FT (8.7 M)
 DM7603'NORTHWEST OF WATER MAIN VALVE, 36.7 FT (11.2 M) SOUTHEAST OF SOUTHEAST
 DM7603'BRACE POST OF SIGN, 20.7 FT (6.3 M) NORTHEAST OF A WITNESS POST.
 DM7603'
 DM7603'NOTE - THE STATION MARK CONSISTS OF A 3/4 INCH (19 MM) DIAMETER
 DM7603'ALUMINUM ROD DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL MARK
 DM7603'REMOVABLE DISK SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY
 DM7603'A SIX-INCH PVC PIPE BACKFILLED WITH WASHED SAND.
 DM7603
 DM7603                          STATION RECOVERY (2021)
 DM7603
 DM7603'RECOVERY NOTE BY MN DEPT OF TRANSP 2021 (DAS)
 DM7603'IN MOORHEAD, 4.2 MI (6.8 KM) WEST ALONG INTERSTATE HIGHWAY 94 FROM THE
 DM7603'JUNCTION OF INTERSTATE HIGHWAY 94 AND TRUNK HIGHWAY 336 IN MOORHEAD,
 DM7603'AT INTERSTATE HIGHWAY 94 MILE POINT 1.85, 75.0 FT (22.9 M) SOUTH OF
 DM7603'EASTBOUND INTERSTATE HIGHWAY 94, 20.0 FT (6.1 M) SOUTHWEST OF THE EAST
 DM7603'END OF A CORRUGATED METAL PIPE, 28.5 FT (8.7 M) NORTHWEST OF A WATER
 DM7603'MAIN VALVE, 23.0 FT (7.0 M) NORTHEAST OF A WITNESS POST.
 DM7603
 DM7603                          STATION RECOVERY (2022)
 DM7603
 DM7603'RECOVERY NOTE BY MN DEPT OF TRANSP 2022 (TJD)
 DM7603'RECOVERED AS DESCRIBED.
 DM7603
 DM7603                          STATION RECOVERY (2023)
 DM7603
 DM7603'RECOVERY NOTE BY MN DEPT OF TRANSP 2023 (CXR)
 DM7603'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DM4275 ***********************************************************************
 DM4275  DESIGNATION -  1480 AF
 DM4275  PID         -  DM4275
 DM4275  STATE/COUNTY-  MN/CLAY
 DM4275  COUNTRY     -  US
 DM4275  USGS QUAD   -  SABIN (2019)
 DM4275
 DM4275                         *CURRENT SURVEY CONTROL
 DM4275  ______________________________________________________________________
 DM4275* NAD 83(1986) POSITION- 46 50 51.0    (N) 096 43 28.0    (W)   HD_HELD2
 DM4275* NAVD 88 ORTHO HEIGHT -   278.381 (meters)      913.32  (feet) ADJUSTED
 DM4275  ______________________________________________________________________
 DM4275  GEOID HEIGHT    -        -26.569 (meters)                     GEOID18
 DM4275  DYNAMIC HEIGHT  -        278.403 (meters)      913.39  (feet) COMP
 DM4275  MODELED GRAVITY -    980,687.9   (mgal)                       NAVD 88
 DM4275
 DM4275  VERT ORDER      -  SECOND    CLASS I
 DM4275
 DM4275.The horizontal coordinates were established by autonomous hand held GPS
 DM4275.observations and have an estimated accuracy of +/- 10 meters.
 DM4275
 DM4275.The orthometric height was determined by differential leveling and
 DM4275.adjusted by the NATIONAL GEODETIC SURVEY
 DM4275.in August 2019.
 DM4275
 DM4275.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM4275.GEOID18 height accuracy estimate available here.
 DM4275
 DM4275.Click photographs - Photos may exist for this station.
 DM4275
 DM4275.The dynamic height is computed by dividing the NAVD 88
 DM4275.geopotential number by the normal gravity value computed on the
 DM4275.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM4275.degrees latitude (g = 980.6199 gals.).
 DM4275
 DM4275.The modeled gravity was interpolated from observed gravity values.
 DM4275
 DM4275;                    North         East    Units  Estimated Accuracy
 DM4275;SPC MN C     -   308,295.      611,307.      MT  (+/- 10 meters HH2 GPS)
 DM4275
 DM4275_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPS7348990731(NAD 83)
 DM4275
 DM4275                          SUPERSEDED SURVEY CONTROL
 DM4275
 DM4275  NAVD 88 (11/28/11)  278.459  (m)          913.58   (f) SUPERSEDED  2 1
 DM4275  NAVD 88 (04/18/11)  278.449  (m)          913.54   (f) SUPERSEDED  2 1
 DM4275
 DM4275.Superseded values are not recommended for survey control.
 DM4275
 DM4275.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DM4275.See file dsdata.pdf to determine how the superseded data were derived.
 DM4275
 DM4275_MARKER: DV = VERTICAL CONTROL DISK
 DM4275_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DM4275_SP_SET: BRIDGE ABUTMENT
 DM4275_STAMPING: 1480 AF 2000
 DM4275_MARK LOGO: MNDT
 DM4275_MAGNETIC: N = NO MAGNETIC MATERIAL
 DM4275_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DM4275_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DM4275+SATELLITE: SATELLITE OBSERVATIONS - September 16, 2009
 DM4275
 DM4275  HISTORY     - Date     Condition        Report By
 DM4275  HISTORY     - 1992     MONUMENTED       MNDT
 DM4275  HISTORY     - 20000404 GOOD             MNDT
 DM4275  HISTORY     - 20090916 GOOD             MNDT
 DM4275
 DM4275                          STATION DESCRIPTION
 DM4275
 DM4275'DESCRIBED BY MN DEPT OF TRANSP 2000 (DJS)
 DM4275'THE MARK IS IN ABUTMENT AT SE CORNER OF CO ROAD 52 BRIDGE NO 9478 OVER
 DM4275'TRUNK HIGHWAY 94, AT FAI 94 MILEPOST 2.8.
 DM4275'
 DM4275'NOTE-DISK WAS SET IN BRIDGE WHEN REMODELED IN 1992 THEN STAMPED IN
 DM4275'2000.
 DM4275
 DM4275                          STATION RECOVERY (2009)
 DM4275
 DM4275'RECOVERY NOTE BY MN DEPT OF TRANSP 2009 (KMS)
 DM4275'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DK7704 ***********************************************************************
 DK7704  DESIGNATION -  1480 AG
 DK7704  PID         -  DK7704
 DK7704  STATE/COUNTY-  MN/CLAY
 DK7704  COUNTRY     -  US
 DK7704  USGS QUAD   -  BIG SLOUGH (2019)
 DK7704
 DK7704                         *CURRENT SURVEY CONTROL
 DK7704  ______________________________________________________________________
 DK7704* NAD 83(1986) POSITION- 46 38 00.26   (N) 096 22 00.45   (W)   HD_HELD1
 DK7704* NAVD 88 ORTHO HEIGHT -   334.950 (meters)     1098.92  (feet) ADJUSTED
 DK7704  ______________________________________________________________________
 DK7704  GEOID HEIGHT    -        -26.581 (meters)                     GEOID18
 DK7704  DYNAMIC HEIGHT  -        334.973 (meters)     1098.99  (feet) COMP
 DK7704  MODELED GRAVITY -    980,674.2   (mgal)                       NAVD 88
 DK7704
 DK7704  VERT ORDER      -  SECOND    CLASS I
 DK7704
 DK7704.The horizontal coordinates were determined by differentially corrected
 DK7704.hand held GPS observations or other comparable positioning techniques
 DK7704.and have an estimated accuracy of +/- 3 meters.
 DK7704
 DK7704.The orthometric height was determined by differential leveling and
 DK7704.adjusted by the NATIONAL GEODETIC SURVEY
 DK7704.in August 2019.
 DK7704
 DK7704.Significant digits in the geoid height do not necessarily reflect accuracy.
 DK7704.GEOID18 height accuracy estimate available here.
 DK7704
 DK7704.Click photographs - Photos may exist for this station.
 DK7704
 DK7704.The dynamic height is computed by dividing the NAVD 88
 DK7704.geopotential number by the normal gravity value computed on the
 DK7704.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK7704.degrees latitude (g = 980.6199 gals.).
 DK7704
 DK7704.The modeled gravity was interpolated from observed gravity values.
 DK7704
 DK7704;                    North         East    Units  Estimated Accuracy
 DK7704;SPC MN C     -   283,714.4     637,937.2     MT  (+/- 3 meters HH1 GPS) 
 DK7704
 DK7704_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQS0155267795(NAD 83)
 DK7704
 DK7704                          SUPERSEDED SURVEY CONTROL
 DK7704
 DK7704  NAVD 88 (02/13/18)  334.988  (m)         1099.04   (f) SUPERSEDED  2 1
 DK7704  NAVD 88 (04/02/09)  334.993  (m)         1099.06   (f) SUPERSEDED  2 1
 DK7704
 DK7704.Superseded values are not recommended for survey control.
 DK7704
 DK7704.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK7704.See file dsdata.pdf to determine how the superseded data were derived.
 DK7704
 DK7704_MARKER: DD = SURVEY DISK
 DK7704_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DK7704_STAMPING: 1480 AG 2005
 DK7704_MARK LOGO: MNDT
 DK7704_PROJECTION: FLUSH
 DK7704_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DK7704_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DK7704_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DK7704+SATELLITE: SATELLITE OBSERVATIONS - September 16, 2015
 DK7704_ROD/PIPE-DEPTH: 5.2 meters
 DK7704
 DK7704  HISTORY     - Date     Condition        Report By
 DK7704  HISTORY     - 20050927 MONUMENTED       MNDT
 DK7704  HISTORY     - 20130814 GOOD             MNDT
 DK7704  HISTORY     - 20150916 GOOD             MNDT
 DK7704
 DK7704                          STATION DESCRIPTION
 DK7704
 DK7704'DESCRIBED BY MN DEPT OF TRANSP 2005
 DK7704'THE MARK IS 2.5 MI (4.0 KM) SOUTHEAST OF BARNESVILLE, 2.2 MI (3.5 KM)
 DK7704'(3.5 KM) SOUTHEAST ALONG INTERSTATE 94 FROM THE JUNCTION OF TRUNK
 DK7704'HIGHWAY 34 AND INTERSTATE 94 IN BARNESVILLE, AT INTERSTATE 94 MILE
 DK7704'POINT 26.75, 96.7 FT (29.5 M) NORTHEAST OF INTERSTATE 94 WESTBOUND
 DK7704'LANE, 2.2 FT (0.7 M) SOUTHWEST OF RIGHT-OF-WAY FENCE, 1.3 FT (0.4 M)
 DK7704'SOUTHWEST OF A WITNESS POST.
 DK7704
 DK7704                          STATION RECOVERY (2013)
 DK7704
 DK7704'RECOVERY NOTE BY MN DEPT OF TRANSP 2013 (DJS)
 DK7704'2.5 MI (4.0 KM) SOUTHEAST OF BARNESVILLE.  2.2 MI (3.5 KM) SOUTHEAST
 DK7704'ALONG INTERSTATE 94  FROM THE JUNCTION OF INTERSTATE 94 AND TRUNK
 DK7704'HIGHWAY 34 IN BARNESVILLE, AT INTERSTATE 94 MILE POINT 26.75, 96.7 FT
 DK7704'(29.5 M) NORTHEAST OF WESTBOUND INTERSTATE 94, 2.2 FT (0.7 M)
 DK7704'SOUTHWEST OF RIGHT-OF-WAY FENCE, 1.3 FT (0.4 M) SOUTHWEST OF A WITNESS
 DK7704'POST.
 DK7704
 DK7704                          STATION RECOVERY (2015)
 DK7704
 DK7704'RECOVERY NOTE BY MN DEPT OF TRANSP 2015 (KMS)
 DK7704'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DM4541 ***********************************************************************
 DM4541  DESIGNATION -  1480 AJ
 DM4541  PID         -  DM4541
 DM4541  STATE/COUNTY-  MN/CLAY
 DM4541  COUNTRY     -  US
 DM4541  USGS QUAD   -  SABIN (2019)
 DM4541
 DM4541                         *CURRENT SURVEY CONTROL
 DM4541  ______________________________________________________________________
 DM4541* NAD 83(1986) POSITION- 46 50 44.8    (N) 096 39 06.6    (W)   HD_HELD2
 DM4541* NAVD 88 ORTHO HEIGHT -   288.269 (meters)      945.76  (feet) ADJUSTED
 DM4541  ______________________________________________________________________
 DM4541  GEOID HEIGHT    -        -26.619 (meters)                     GEOID18
 DM4541  DYNAMIC HEIGHT  -        288.292 (meters)      945.84  (feet) COMP
 DM4541  MODELED GRAVITY -    980,687.1   (mgal)                       NAVD 88
 DM4541
 DM4541  VERT ORDER      -  SECOND    CLASS I
 DM4541
 DM4541.The horizontal coordinates were established by autonomous hand held GPS
 DM4541.observations and have an estimated accuracy of +/- 10 meters.
 DM4541
 DM4541.The orthometric height was determined by differential leveling and
 DM4541.adjusted by the NATIONAL GEODETIC SURVEY
 DM4541.in August 2019.
 DM4541
 DM4541.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM4541.GEOID18 height accuracy estimate available here.
 DM4541
 DM4541.Click photographs - Photos may exist for this station.
 DM4541
 DM4541.The dynamic height is computed by dividing the NAVD 88
 DM4541.geopotential number by the normal gravity value computed on the
 DM4541.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM4541.degrees latitude (g = 980.6199 gals.).
 DM4541
 DM4541.The modeled gravity was interpolated from observed gravity values.
 DM4541
 DM4541;                    North         East    Units  Estimated Accuracy
 DM4541;SPC MN C     -   307,933.      616,836.      MT  (+/- 10 meters HH2 GPS)
 DM4541
 DM4541_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPS7903090703(NAD 83)
 DM4541
 DM4541                          SUPERSEDED SURVEY CONTROL
 DM4541
 DM4541  NAVD 88 (11/28/11)  288.355  (m)          946.04   (f) SUPERSEDED  2 1
 DM4541  NAVD 88 (04/18/11)  288.318  (m)          945.92   (f) SUPERSEDED  2 1
 DM4541
 DM4541.Superseded values are not recommended for survey control.
 DM4541
 DM4541.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DM4541.See file dsdata.pdf to determine how the superseded data were derived.
 DM4541
 DM4541_MARKER: DD = SURVEY DISK
 DM4541_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DM4541_SP_SET: BRIDGE RAILING
 DM4541_STAMPING: 1480 AJ 2008
 DM4541_MARK LOGO: MNDT
 DM4541_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DM4541_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DM4541_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DM4541+SATELLITE: SATELLITE OBSERVATIONS - November 23, 2009
 DM4541
 DM4541  HISTORY     - Date     Condition        Report By
 DM4541  HISTORY     - 2002     MONUMENTED       MNDT
 DM4541  HISTORY     - 20080424 GOOD             MNDT
 DM4541  HISTORY     - 20091123 GOOD             MNDT
 DM4541
 DM4541                          STATION DESCRIPTION
 DM4541
 DM4541'DESCRIBED BY MN DEPT OF TRANSP 2008 (DAS)
 DM4541'THE MARK IS 3.20 MI (5.1 KM) EAST OF MOORHEAD, IN RAIL IN SOUTHEAST
 DM4541'CORNER OF TRUNK HIGHWAY 336 BRIDGE NUMBER 14815 OVER INTERSTATE
 DM4541'HIGHWAY 94.
 DM4541'
 DM4541'IT IS AT THE JUNCTION OF INTERSTATE HIGHWAY 94 AND TRUNK HIGHWAY 336,
 DM4541'AT TRUNK HIGHWAY 94 MILE POINT 6.1, 25.0 FT (7.6 M) EAST OF NORTH
 DM4541'BOUND 336 (COUNTY ROAD 11), 23.5 FT (7.2 M) NORTH OF SOUTH END OF
 DM4541'RAIL.
 DM4541'
 DM4541'NOTE-DISK SET IN BRIDGE RAIL WHEN BUILT IN 2002 THEN STAMPED WHEN USED
 DM4541'IN 2008.
 DM4541
 DM4541                          STATION RECOVERY (2009)
 DM4541
 DM4541'RECOVERY NOTE BY MN DEPT OF TRANSP 2009 (TWH)
 DM4541'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DM4542 ***********************************************************************
 DM4542  DESIGNATION -  1480 AK
 DM4542  PID         -  DM4542
 DM4542  STATE/COUNTY-  MN/CLAY
 DM4542  COUNTRY     -  US
 DM4542  USGS QUAD   -  SABIN (2019)
 DM4542
 DM4542                         *CURRENT SURVEY CONTROL
 DM4542  ______________________________________________________________________
 DM4542* NAD 83(2011) POSITION- 46 50 32.80369(N) 096 37 56.69166(W)   ADJUSTED
 DM4542* NAD 83(2011) ELLIP HT-   254.171 (meters)        (04/09/24)   ADJUSTED
 DM4542* NAD 83(2011) EPOCH   -  2010.00
 DM4542* NAVD 88 ORTHO HEIGHT -   280.731 (meters)      921.03  (feet) ADJUSTED
 DM4542  ______________________________________________________________________
 DM4542  GEOID HEIGHT    -        -26.637 (meters)                     GEOID18
 DM4542  NAD 83(2011) X  -   -504,806.800 (meters)                     COMP
 DM4542  NAD 83(2011) Y  - -4,341,404.703 (meters)                     COMP
 DM4542  NAD 83(2011) Z  -  4,629,987.246 (meters)                     COMP
 DM4542  LAPLACE CORR    -         -2.37  (seconds)                    DEFLEC18
 DM4542  DYNAMIC HEIGHT  -        280.753 (meters)      921.10  (feet) COMP
 DM4542  MODELED GRAVITY -    980,685.3   (mgal)                       NAVD 88
 DM4542
 DM4542  VERT ORDER      -  SECOND    CLASS I
 DM4542
 DM4542  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DM4542  Standards:
 DM4542         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DM4542            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DM4542  -------------------------------------------------------------------
 DM4542  NETWORK    0.64   1.20           0.29   0.22   0.61     -0.11840434
 DM4542  -------------------------------------------------------------------
 DM4542  Click here for local accuracies and other accuracy information.
 DM4542
 DM4542.The horizontal coordinates were established by GPS observations
 DM4542.and adjusted by the MN DEPT OF TRANSP in April 2024.
 DM4542
 DM4542.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DM4542.been affixed to the stable North American tectonic plate. See 
 DM4542.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DM4542
 DM4542.The horizontal coordinates are valid at the epoch date displayed above
 DM4542.which is a decimal equivalence of Year/Month/Day.
 DM4542
 DM4542.The orthometric height was determined by differential leveling and
 DM4542.adjusted by the NATIONAL GEODETIC SURVEY
 DM4542.in August 2019.
 DM4542
 DM4542.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM4542.GEOID18 height accuracy estimate available here.
 DM4542
 DM4542.Click photographs - Photos may exist for this station.
 DM4542
 DM4542.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DM4542
 DM4542.The Laplace correction was computed from DEFLEC18 derived deflections.
 DM4542
 DM4542.The ellipsoidal height was determined by GPS observations
 DM4542.and is referenced to NAD 83.
 DM4542
 DM4542.The dynamic height is computed by dividing the NAVD 88
 DM4542.geopotential number by the normal gravity value computed on the
 DM4542.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM4542.degrees latitude (g = 980.6199 gals.).
 DM4542
 DM4542.The modeled gravity was interpolated from observed gravity values.
 DM4542
 DM4542. The following values were computed from the NAD 83(2011) position.
 DM4542
 DM4542;                    North         East     Units Scale Factor Converg.
 DM4542;SPC MN C     -   307,518.286   618,305.580   MT  0.99996125   -1 43 24.3
 DM4542;SPC MN C     - 1,008,916.24  2,028,557.56   sFT  0.99996125   -1 43 24.3
 DM4542;UTM  14      - 5,190,377.429   680,522.262   MT  1.00000055   +1 43 39.2
 DM4542
 DM4542!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DM4542!SPC MN C     -   0.99996016  x   0.99996125  =   0.99992141
 DM4542!UTM  14      -   0.99996016  x   1.00000055  =   0.99996071
 DM4542
 DM4542_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPS8052290377(NAD 83)
 DM4542
 DM4542                          SUPERSEDED SURVEY CONTROL
 DM4542
 DM4542  NAVD 88 (04/18/11)  280.787  (m)          921.22   (f) SUPERSEDED  2 1
 DM4542
 DM4542.Superseded values are not recommended for survey control.
 DM4542
 DM4542.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DM4542.See file dsdata.pdf to determine how the superseded data were derived.
 DM4542
 DM4542_MARKER: I = METAL ROD
 DM4542_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DM4542_STAMPING: 1480 AK 2008
 DM4542_MARK LOGO: MNDT
 DM4542_PROJECTION: RECESSED 3 CENTIMETERS
 DM4542_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DM4542_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DM4542_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DM4542+SATELLITE: SATELLITE OBSERVATIONS - June 21, 2023
 DM4542_ROD/PIPE-DEPTH: 12.2 meters
 DM4542
 DM4542  HISTORY     - Date     Condition        Report By
 DM4542  HISTORY     - 2008     MONUMENTED       MNDT
 DM4542  HISTORY     - 20210712 GOOD             MNDT
 DM4542  HISTORY     - 20221002 GOOD             MNDT
 DM4542  HISTORY     - 20230621 GOOD             MNDT
 DM4542
 DM4542                          STATION DESCRIPTION
 DM4542
 DM4542'DESCRIBED BY MN DEPT OF TRANSP 2008
 DM4542'THE MARK IS 4.2 MI (6.8 KM) EAST AND SOUTHEAST OF MOORHEAD, 1.0 MI
 DM4542'(1.6 KM) EAST AND SOUTHEAST ALONG INTERSTATE HIGHWAY 94 FROM THE
 DM4542'JUNCTION OF INTERSTATE HIGHWAY 94 AND TRUNK HIGHWAY 336, AT TRUNK
 DM4542'HIGHWAY 94 MILE POINT 7.1.
 DM4542'
 DM4542'IT IS 95.0 FT (29.0 M) SOUTHWEST OF EAST BOUND INTERSTATE HIGHWAY 94,
 DM4542'3.0 FT (0.9 M) NORTHEAST OF RIGHT OF WAY FENCE, 2.5 FT (0.8 M)
 DM4542'NORTHEAST OF A WITNESS POST.
 DM4542
 DM4542                          STATION RECOVERY (2021)
 DM4542
 DM4542'RECOVERY NOTE BY MN DEPT OF TRANSP 2021 (DAS)
 DM4542'RECOVERED IN GOOD CONDITION.
 DM4542
 DM4542                          STATION RECOVERY (2022)
 DM4542
 DM4542'RECOVERY NOTE BY MN DEPT OF TRANSP 2022 (TJD)
 DM4542'RECOVERED AS DESCRIBED.
 DM4542
 DM4542                          STATION RECOVERY (2023)
 DM4542
 DM4542'RECOVERY NOTE BY MN DEPT OF TRANSP 2023 (CXR)
 DM4542'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DM4543 ***********************************************************************
 DM4543  DESIGNATION -  1480 AL
 DM4543  PID         -  DM4543
 DM4543  STATE/COUNTY-  MN/CLAY
 DM4543  COUNTRY     -  US
 DM4543  USGS QUAD   -  GLYNDON SOUTH (2019)
 DM4543
 DM4543                         *CURRENT SURVEY CONTROL
 DM4543  ______________________________________________________________________
 DM4543* NAD 83(2011) POSITION- 46 49 21.64841(N) 096 36 27.75508(W)   ADJUSTED
 DM4543* NAD 83(2011) ELLIP HT-   253.849 (meters)        (04/09/24)   ADJUSTED
 DM4543* NAD 83(2011) EPOCH   -  2010.00
 DM4543* NAVD 88 ORTHO HEIGHT -   280.423 (meters)      920.02  (feet) ADJUSTED
 DM4543  ______________________________________________________________________
 DM4543  GEOID HEIGHT    -        -26.662 (meters)                     GEOID18
 DM4543  NAD 83(2011) X  -   -503,119.235 (meters)                     COMP
 DM4543  NAD 83(2011) Y  - -4,343,213.752 (meters)                     COMP
 DM4543  NAD 83(2011) Z  -  4,628,483.730 (meters)                     COMP
 DM4543  LAPLACE CORR    -         -2.08  (seconds)                    DEFLEC18
 DM4543  DYNAMIC HEIGHT  -        280.444 (meters)      920.09  (feet) COMP
 DM4543  MODELED GRAVITY -    980,680.6   (mgal)                       NAVD 88
 DM4543
 DM4543  VERT ORDER      -  SECOND    CLASS I
 DM4543
 DM4543  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DM4543  Standards:
 DM4543         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DM4543            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DM4543  -------------------------------------------------------------------
 DM4543  NETWORK    0.66   1.20           0.30   0.23   0.61     -0.10576852
 DM4543  -------------------------------------------------------------------
 DM4543  Click here for local accuracies and other accuracy information.
 DM4543
 DM4543.The horizontal coordinates were established by GPS observations
 DM4543.and adjusted by the MN DEPT OF TRANSP in April 2024.
 DM4543
 DM4543.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DM4543.been affixed to the stable North American tectonic plate. See 
 DM4543.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DM4543
 DM4543.The horizontal coordinates are valid at the epoch date displayed above
 DM4543.which is a decimal equivalence of Year/Month/Day.
 DM4543
 DM4543.The orthometric height was determined by differential leveling and
 DM4543.adjusted by the NATIONAL GEODETIC SURVEY
 DM4543.in August 2019.
 DM4543
 DM4543.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM4543.GEOID18 height accuracy estimate available here.
 DM4543
 DM4543.Click photographs - Photos may exist for this station.
 DM4543
 DM4543.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DM4543
 DM4543.The Laplace correction was computed from DEFLEC18 derived deflections.
 DM4543
 DM4543.The ellipsoidal height was determined by GPS observations
 DM4543.and is referenced to NAD 83.
 DM4543
 DM4543.The dynamic height is computed by dividing the NAVD 88
 DM4543.geopotential number by the normal gravity value computed on the
 DM4543.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM4543.degrees latitude (g = 980.6199 gals.).
 DM4543
 DM4543.The modeled gravity was interpolated from observed gravity values.
 DM4543
 DM4543. The following values were computed from the NAD 83(2011) position.
 DM4543
 DM4543;                    North         East     Units Scale Factor Converg.
 DM4543;SPC MN C     -   305,265.703   620,123.718   MT  0.99995825   -1 42 19.9
 DM4543;SPC MN C     - 1,001,525.89  2,034,522.56   sFT  0.99995825   -1 42 19.9
 DM4543;UTM  14      - 5,188,238.269   682,472.777   MT  1.00000926   +1 44 42.1
 DM4543
 DM4543!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DM4543!SPC MN C     -   0.99996021  x   0.99995825  =   0.99991846
 DM4543!UTM  14      -   0.99996021  x   1.00000926  =   0.99996947
 DM4543
 DM4543_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPS8247288238(NAD 83)
 DM4543
 DM4543                          SUPERSEDED SURVEY CONTROL
 DM4543
 DM4543  NAVD 88 (04/18/11)  280.480  (m)          920.21   (f) SUPERSEDED  2 1
 DM4543
 DM4543.Superseded values are not recommended for survey control.
 DM4543
 DM4543.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DM4543.See file dsdata.pdf to determine how the superseded data were derived.
 DM4543
 DM4543_MARKER: DD = SURVEY DISK
 DM4543_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DM4543_STAMPING: 1480 AL 2008
 DM4543_MARK LOGO: MNDT
 DM4543_PROJECTION: RECESSED 1 CENTIMETERS
 DM4543_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DM4543_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DM4543_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DM4543+SATELLITE: SATELLITE OBSERVATIONS - June 21, 2023
 DM4543_ROD/PIPE-DEPTH: 19.8 meters
 DM4543
 DM4543  HISTORY     - Date     Condition        Report By
 DM4543  HISTORY     - 2008     MONUMENTED       MNDT
 DM4543  HISTORY     - 20210713 GOOD             MNDT
 DM4543  HISTORY     - 20221002 GOOD             MNDT
 DM4543  HISTORY     - 20230621 GOOD             MNDT
 DM4543
 DM4543                          STATION DESCRIPTION
 DM4543
 DM4543'DESCRIBED BY MN DEPT OF TRANSP 2008
 DM4543'THE MARK IS 5.6 MI (9.0 KM) EAST AND SOUTHEAST OF MOORHEAD, 2.8 MI
 DM4543'(4.5 KM) SOUTHEAST ALONG INTERSTATE HIGHWAY 94 FROM THE JUNCTION OF
 DM4543'INTERSTATE HIGHWAY 94 AND TRUNK HIGHWAY 336, AT TRUNK HIGHWAY 94 MILE
 DM4543'POINT 8.9.
 DM4543'
 DM4543'IT IS 89.2 FT (27.2 M) WEST OF EAST BOUND INTERSTATE HIGHWAY 94, 5.0
 DM4543'FT (1.5 M) NORTHEAST OF RIGHT WAY FENCE, 7.6 FT (2.3 M) NORTHEAST OF A
 DM4543'WITNESS POST.
 DM4543
 DM4543                          STATION RECOVERY (2021)
 DM4543
 DM4543'RECOVERY NOTE BY MN DEPT OF TRANSP 2021 (DAS)
 DM4543'RECOVERED IN GOOD CONDITION.
 DM4543
 DM4543                          STATION RECOVERY (2022)
 DM4543
 DM4543'RECOVERY NOTE BY MN DEPT OF TRANSP 2022 (TJD)
 DM4543'RECOVERED AS DESCRIBED.
 DM4543
 DM4543                          STATION RECOVERY (2023)
 DM4543
 DM4543'RECOVERY NOTE BY MN DEPT OF TRANSP 2023 (BXG)
 DM4543'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DM4544 ***********************************************************************
 DM4544  DESIGNATION -  1480 AM
 DM4544  PID         -  DM4544
 DM4544  STATE/COUNTY-  MN/CLAY
 DM4544  COUNTRY     -  US
 DM4544  USGS QUAD   -  GLYNDON SOUTH (2019)
 DM4544
 DM4544                         *CURRENT SURVEY CONTROL
 DM4544  ______________________________________________________________________
 DM4544* NAD 83(2011) POSITION- 46 48 46.55931(N) 096 35 43.44889(W)   ADJUSTED
 DM4544* NAD 83(2011) ELLIP HT-   254.918 (meters)        (04/09/24)   ADJUSTED
 DM4544* NAD 83(2011) EPOCH   -  2010.00
 DM4544* NAVD 88 ORTHO HEIGHT -   281.499 (meters)      923.55  (feet) ADJUSTED
 DM4544  ______________________________________________________________________
 DM4544  GEOID HEIGHT    -        -26.670 (meters)                     GEOID18
 DM4544  NAD 83(2011) X  -   -502,277.126 (meters)                     COMP
 DM4544  NAD 83(2011) Y  - -4,344,107.353 (meters)                     COMP
 DM4544  NAD 83(2011) Z  -  4,627,742.988 (meters)                     COMP
 DM4544  LAPLACE CORR    -         -1.84  (seconds)                    DEFLEC18
 DM4544  DYNAMIC HEIGHT  -        281.519 (meters)      923.62  (feet) COMP
 DM4544  MODELED GRAVITY -    980,678.4   (mgal)                       NAVD 88
 DM4544
 DM4544  VERT ORDER      -  SECOND    CLASS I
 DM4544
 DM4544  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DM4544  Standards:
 DM4544         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DM4544            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DM4544  -------------------------------------------------------------------
 DM4544  NETWORK    0.65   1.20           0.29   0.23   0.61     -0.10647935
 DM4544  -------------------------------------------------------------------
 DM4544  Click here for local accuracies and other accuracy information.
 DM4544
 DM4544.The horizontal coordinates were established by GPS observations
 DM4544.and adjusted by the MN DEPT OF TRANSP in April 2024.
 DM4544
 DM4544.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DM4544.been affixed to the stable North American tectonic plate. See 
 DM4544.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DM4544
 DM4544.The horizontal coordinates are valid at the epoch date displayed above
 DM4544.which is a decimal equivalence of Year/Month/Day.
 DM4544
 DM4544.The orthometric height was determined by differential leveling and
 DM4544.adjusted by the NATIONAL GEODETIC SURVEY
 DM4544.in August 2019.
 DM4544
 DM4544.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM4544.GEOID18 height accuracy estimate available here.
 DM4544
 DM4544.Click photographs - Photos may exist for this station.
 DM4544
 DM4544.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DM4544
 DM4544.The Laplace correction was computed from DEFLEC18 derived deflections.
 DM4544
 DM4544.The ellipsoidal height was determined by GPS observations
 DM4544.and is referenced to NAD 83.
 DM4544
 DM4544.The dynamic height is computed by dividing the NAVD 88
 DM4544.geopotential number by the normal gravity value computed on the
 DM4544.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM4544.degrees latitude (g = 980.6199 gals.).
 DM4544
 DM4544.The modeled gravity was interpolated from observed gravity values.
 DM4544
 DM4544. The following values were computed from the NAD 83(2011) position.
 DM4544
 DM4544;                    North         East     Units Scale Factor Converg.
 DM4544;SPC MN C     -   304,154.802   621,030.320   MT  0.99995681   -1 41 47.9
 DM4544;SPC MN C     -   997,881.21  2,037,496.97   sFT  0.99995681   -1 41 47.9
 DM4544;UTM  14      - 5,187,183.890   683,444.648   MT  1.00001363   +1 45 13.4
 DM4544
 DM4544!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DM4544!SPC MN C     -   0.99996004  x   0.99995681  =   0.99991685
 DM4544!UTM  14      -   0.99996004  x   1.00001363  =   0.99997367
 DM4544
 DM4544_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPS8344487183(NAD 83)
 DM4544
 DM4544                          SUPERSEDED SURVEY CONTROL
 DM4544
 DM4544  NAVD 88 (04/18/11)  281.554  (m)          923.73   (f) SUPERSEDED  2 1
 DM4544
 DM4544.Superseded values are not recommended for survey control.
 DM4544
 DM4544.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DM4544.See file dsdata.pdf to determine how the superseded data were derived.
 DM4544
 DM4544_MARKER: DD = SURVEY DISK
 DM4544_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DM4544_STAMPING: 1480 AM 2008
 DM4544_MARK LOGO: MNDT
 DM4544_PROJECTION: FLUSH
 DM4544_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DM4544_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DM4544_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DM4544+SATELLITE: SATELLITE OBSERVATIONS - June 21, 2023
 DM4544_ROD/PIPE-DEPTH: 19.8 meters
 DM4544
 DM4544  HISTORY     - Date     Condition        Report By
 DM4544  HISTORY     - 2008     MONUMENTED       MNDT
 DM4544  HISTORY     - 20221002 GOOD             MNDT
 DM4544  HISTORY     - 20230621 GOOD             MNDT
 DM4544
 DM4544                          STATION DESCRIPTION
 DM4544
 DM4544'DESCRIBED BY MN DEPT OF TRANSP 2008
 DM4544'THE MARK IS 5.5 MI (8.8 KM) SOUTHEAST OF MOORHEAD, 3.7 MI (6.0 KM)
 DM4544'EAST AND SOUTHEAST ALONG INTERSTATE HIGHWAY 94 FROM THE JUNCTION OF
 DM4544'INTERSTATE HIGHWAY 94 AND TRUNK HIGHWAY 336, AT TRUNK HIGHWAY 94 MILE
 DM4544'POINT 9.8.
 DM4544'
 DM4544'IT IS 51.0 FT (15.5 M) SOUTHWEST O F EAST-BOUND INTERSTATE HIGHWAY 94,
 DM4544'48.0 FT (14.6 M) NORTHEAST OF RIGHT OF WAY FENCE, 6.8 FT (2.1 M)
 DM4544'NORTHEAST OF A WITNESS POST.
 DM4544
 DM4544                          STATION RECOVERY (2022)
 DM4544
 DM4544'RECOVERY NOTE BY MN DEPT OF TRANSP 2022 (KMS)
 DM4544'RECOVERED AS DESCRIBED.
 DM4544
 DM4544                          STATION RECOVERY (2023)
 DM4544
 DM4544'RECOVERY NOTE BY MN DEPT OF TRANSP 2023 (BXG)
 DM4544'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DM4545 ***********************************************************************
 DM4545  DESIGNATION -  1480 AN
 DM4545  PID         -  DM4545
 DM4545  STATE/COUNTY-  MN/CLAY
 DM4545  COUNTRY     -  US
 DM4545  USGS QUAD   -  GLYNDON SOUTH (2019)
 DM4545
 DM4545                         *CURRENT SURVEY CONTROL
 DM4545  ______________________________________________________________________
 DM4545* NAD 83(2011) POSITION- 46 47 43.24444(N) 096 34 25.65223(W)   ADJUSTED
 DM4545* NAD 83(2011) ELLIP HT-   256.259 (meters)        (01/09/25)   ADJUSTED
 DM4545* NAD 83(2011) EPOCH   -  2010.00
 DM4545* NAVD 88 ORTHO HEIGHT -   282.861 (meters)      928.02  (feet) ADJUSTED
 DM4545  ______________________________________________________________________
 DM4545  GEOID HEIGHT    -        -26.673 (meters)                     GEOID18
 DM4545  NAD 83(2011) X  -   -500,801.917 (meters)                     COMP
 DM4545  NAD 83(2011) Y  - -4,345,713.421 (meters)                     COMP
 DM4545  NAD 83(2011) Z  -  4,626,405.625 (meters)                     COMP
 DM4545  LAPLACE CORR    -         -1.29  (seconds)                    DEFLEC18
 DM4545  DYNAMIC HEIGHT  -        282.880 (meters)      928.08  (feet) COMP
 DM4545  MODELED GRAVITY -    980,675.4   (mgal)                       NAVD 88
 DM4545
 DM4545  VERT ORDER      -  SECOND    CLASS I
 DM4545
 DM4545  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DM4545  Standards:
 DM4545         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DM4545            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DM4545  -------------------------------------------------------------------
 DM4545  NETWORK    1.04   1.16           0.47   0.37   0.59     -0.11284561
 DM4545  -------------------------------------------------------------------
 DM4545  Click here for local accuracies and other accuracy information.
 DM4545
 DM4545.The horizontal coordinates were established by GPS observations
 DM4545.and adjusted by the MN DEPT OF TRANSP in January 2025.
 DM4545
 DM4545.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DM4545.been affixed to the stable North American tectonic plate. See 
 DM4545.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DM4545
 DM4545.The horizontal coordinates are valid at the epoch date displayed above
 DM4545.which is a decimal equivalence of Year/Month/Day.
 DM4545
 DM4545.The orthometric height was determined by differential leveling and
 DM4545.adjusted by the NATIONAL GEODETIC SURVEY
 DM4545.in August 2019.
 DM4545
 DM4545.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM4545.GEOID18 height accuracy estimate available here.
 DM4545
 DM4545.Click photographs - Photos may exist for this station.
 DM4545
 DM4545.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DM4545
 DM4545.The Laplace correction was computed from DEFLEC18 derived deflections.
 DM4545
 DM4545.The ellipsoidal height was determined by GPS observations
 DM4545.and is referenced to NAD 83.
 DM4545
 DM4545.The dynamic height is computed by dividing the NAVD 88
 DM4545.geopotential number by the normal gravity value computed on the
 DM4545.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM4545.degrees latitude (g = 980.6199 gals.).
 DM4545
 DM4545.The modeled gravity was interpolated from observed gravity values.
 DM4545
 DM4545. The following values were computed from the NAD 83(2011) position.
 DM4545
 DM4545;                    North         East     Units Scale Factor Converg.
 DM4545;SPC MN C     -   302,151.980   622,621.493   MT  0.99995430   -1 40 51.6
 DM4545;SPC MN C     -   991,310.29  2,042,717.35   sFT  0.99995430   -1 40 51.6
 DM4545;UTM  14      - 5,185,280.337   685,153.574   MT  1.00002138   +1 46 08.4
 DM4545
 DM4545!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DM4545!SPC MN C     -   0.99995983  x   0.99995430  =   0.99991413
 DM4545!UTM  14      -   0.99995983  x   1.00002138  =   0.99998121
 DM4545
 DM4545_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPS8515385280(NAD 83)
 DM4545
 DM4545                          SUPERSEDED SURVEY CONTROL
 DM4545
 DM4545  NAVD 88 (04/18/11)  282.911  (m)          928.18   (f) SUPERSEDED  2 1
 DM4545
 DM4545.Superseded values are not recommended for survey control.
 DM4545
 DM4545.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DM4545.See file dsdata.pdf to determine how the superseded data were derived.
 DM4545
 DM4545_MARKER: I = METAL ROD
 DM4545_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DM4545_STAMPING: 1480 AN 2008
 DM4545_MARK LOGO: MNDT
 DM4545_PROJECTION: FLUSH
 DM4545_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DM4545_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DM4545_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DM4545+SATELLITE: SATELLITE OBSERVATIONS - July 23, 2024
 DM4545_ROD/PIPE-DEPTH: 24.4 meters
 DM4545
 DM4545  HISTORY     - Date     Condition        Report By
 DM4545  HISTORY     - 2008     MONUMENTED       MNDT
 DM4545  HISTORY     - 20240723 GOOD             MNDT
 DM4545
 DM4545                          STATION DESCRIPTION
 DM4545
 DM4545'DESCRIBED BY MN DEPT OF TRANSP 2008
 DM4545'THE MARK IS 4.8 MI (7.7 KM) NORTHWEST OF DOWNER, 3.90 MI (6.3 KM)
 DM4545'NORTHWEST ALONG INTERSTATE HIGHWAY 94 FROM THE JUNCTION OF INTERSTATE
 DM4545'HIGHWAY 94 AND COUNTY ROAD 10 WEST OF DOWNER, AT TRUNK HIGHWAY 94 MILE
 DM4545'POINT 11.4.
 DM4545'
 DM4545'IT IS 88.8 FT (27.1 M) SOUTHWEST OF EAST-BOUND INTERSTATE HIGHWAY 94,
 DM4545'8.8 FT (2.7 M) NORTHEAST OF RIGHT OF WAY FENCE, 7.4 FT (2.3 M)
 DM4545'NORTHEAST OF A WITNESS POST.
 DM4545
 DM4545                          STATION RECOVERY (2024)
 DM4545
 DM4545'RECOVERY NOTE BY MN DEPT OF TRANSP 2024 (JMH)
 DM4545'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DM4546 ***********************************************************************
 DM4546  DESIGNATION -  1480 AP
 DM4546  PID         -  DM4546
 DM4546  STATE/COUNTY-  MN/CLAY
 DM4546  COUNTRY     -  US
 DM4546  USGS QUAD   -  GLYNDON SOUTH (2019)
 DM4546
 DM4546                         *CURRENT SURVEY CONTROL
 DM4546  ______________________________________________________________________
 DM4546* NAD 83(2011) POSITION- 46 47 00.54843(N) 096 33 20.12992(W)   ADJUSTED
 DM4546* NAD 83(2011) ELLIP HT-   256.986 (meters)        (01/09/25)   ADJUSTED
 DM4546* NAD 83(2011) EPOCH   -  2010.00
 DM4546* NAVD 88 ORTHO HEIGHT -   283.595 (meters)      930.43  (feet) ADJUSTED
 DM4546  ______________________________________________________________________
 DM4546  GEOID HEIGHT    -        -26.670 (meters)                     GEOID18
 DM4546  NAD 83(2011) X  -   -499,531.196 (meters)                     COMP
 DM4546  NAD 83(2011) Y  - -4,346,827.470 (meters)                     COMP
 DM4546  NAD 83(2011) Z  -  4,625,503.408 (meters)                     COMP
 DM4546  LAPLACE CORR    -         -1.04  (seconds)                    DEFLEC18
 DM4546  DYNAMIC HEIGHT  -        283.615 (meters)      930.49  (feet) COMP
 DM4546  MODELED GRAVITY -    980,674.6   (mgal)                       NAVD 88
 DM4546
 DM4546  VERT ORDER      -  SECOND    CLASS I
 DM4546
 DM4546  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DM4546  Standards:
 DM4546         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DM4546            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DM4546  -------------------------------------------------------------------
 DM4546  NETWORK    1.26   1.57           0.57   0.44   0.80     -0.12032605
 DM4546  -------------------------------------------------------------------
 DM4546  Click here for local accuracies and other accuracy information.
 DM4546
 DM4546.The horizontal coordinates were established by GPS observations
 DM4546.and adjusted by the MN DEPT OF TRANSP in January 2025.
 DM4546
 DM4546.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DM4546.been affixed to the stable North American tectonic plate. See 
 DM4546.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DM4546
 DM4546.The horizontal coordinates are valid at the epoch date displayed above
 DM4546.which is a decimal equivalence of Year/Month/Day.
 DM4546
 DM4546.The orthometric height was determined by differential leveling and
 DM4546.adjusted by the NATIONAL GEODETIC SURVEY
 DM4546.in August 2019.
 DM4546
 DM4546.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM4546.GEOID18 height accuracy estimate available here.
 DM4546
 DM4546.Click photographs - Photos may exist for this station.
 DM4546
 DM4546.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DM4546
 DM4546.The Laplace correction was computed from DEFLEC18 derived deflections.
 DM4546
 DM4546.The ellipsoidal height was determined by GPS observations
 DM4546.and is referenced to NAD 83.
 DM4546
 DM4546.The dynamic height is computed by dividing the NAVD 88
 DM4546.geopotential number by the normal gravity value computed on the
 DM4546.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM4546.degrees latitude (g = 980.6199 gals.).
 DM4546
 DM4546.The modeled gravity was interpolated from observed gravity values.
 DM4546
 DM4546. The following values were computed from the NAD 83(2011) position.
 DM4546
 DM4546;                    North         East     Units Scale Factor Converg.
 DM4546;SPC MN C     -   300,793.561   623,972.009   MT  0.99995265   -1 40 04.2
 DM4546;SPC MN C     -   986,853.54  2,047,148.17   sFT  0.99995265   -1 40 04.2
 DM4546;UTM  14      - 5,184,005.558   686,583.488   MT  1.00002791   +1 46 54.9
 DM4546
 DM4546!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DM4546!SPC MN C     -   0.99995972  x   0.99995265  =   0.99991237
 DM4546!UTM  14      -   0.99995972  x   1.00002791  =   0.99998763
 DM4546
 DM4546_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPS8658384005(NAD 83)
 DM4546
 DM4546                          SUPERSEDED SURVEY CONTROL
 DM4546
 DM4546  NAVD 88 (04/18/11)  283.642  (m)          930.58   (f) SUPERSEDED  2 1
 DM4546
 DM4546.Superseded values are not recommended for survey control.
 DM4546
 DM4546.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DM4546.See file dsdata.pdf to determine how the superseded data were derived.
 DM4546
 DM4546_MARKER: I = METAL ROD
 DM4546_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DM4546_STAMPING: 1480 AP 2008
 DM4546_MARK LOGO: MNDT
 DM4546_PROJECTION: RECESSED 5 CENTIMETERS
 DM4546_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DM4546_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DM4546_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DM4546+SATELLITE: SATELLITE OBSERVATIONS - July 23, 2024
 DM4546_ROD/PIPE-DEPTH: 12.2 meters
 DM4546
 DM4546  HISTORY     - Date     Condition        Report By
 DM4546  HISTORY     - 2008     MONUMENTED       MNDT
 DM4546  HISTORY     - 20240723 GOOD             MNDT
 DM4546
 DM4546                          STATION DESCRIPTION
 DM4546
 DM4546'DESCRIBED BY MN DEPT OF TRANSP 2008
 DM4546'THE MARK IS 3.5 MI (5.6 KM) NORTHWEST OF DOWNER, 2.75 MI (4.4 KM)
 DM4546'NORTHWEST ALONG INTERSTATE HIGHWAY 94 FROM THE JUNCTION OF INTERSTATE
 DM4546'HIGHWAY 94 AND COUNTY ROAD 10 WEST OF DOWNER, AT TRUNK HIGHWAY 94 MILE
 DM4546'POINT 12.45.
 DM4546'
 DM4546'IT IS 47.0 FT (14.3 M) SOUTHWEST OF EAST-BOUND INTERSTATE HIGHWAY 94,
 DM4546'51.0 FT (15.5 M) NORTHEAST OF RIGHT OF WAY FENCE, 4.1 FT (1.2 M)
 DM4546'NORTHEAST OF A WITNESS POST.
 DM4546
 DM4546                          STATION RECOVERY (2024)
 DM4546
 DM4546'RECOVERY NOTE BY MN DEPT OF TRANSP 2024 (JMH)
 DM4546'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DM4547 ***********************************************************************
 DM4547  DESIGNATION -  1480 AQ
 DM4547  PID         -  DM4547
 DM4547  STATE/COUNTY-  MN/CLAY
 DM4547  COUNTRY     -  US
 DM4547  USGS QUAD   -  GLYNDON SOUTH (2019)
 DM4547
 DM4547                         *CURRENT SURVEY CONTROL
 DM4547  ______________________________________________________________________
 DM4547* NAD 83(2011) POSITION- 46 46 33.08107(N) 096 32 34.46835(W)   ADJUSTED
 DM4547* NAD 83(2011) ELLIP HT-   258.361 (meters)        (01/09/25)   ADJUSTED
 DM4547* NAD 83(2011) EPOCH   -  2010.00
 DM4547* NAVD 88 ORTHO HEIGHT -   284.967 (meters)      934.93  (feet) ADJUSTED
 DM4547  ______________________________________________________________________
 DM4547  GEOID HEIGHT    -        -26.666 (meters)                     GEOID18
 DM4547  NAD 83(2011) X  -   -498,639.451 (meters)                     COMP
 DM4547  NAD 83(2011) Y  - -4,347,552.972 (meters)                     COMP
 DM4547  NAD 83(2011) Z  -  4,624,923.548 (meters)                     COMP
 DM4547  LAPLACE CORR    -         -1.00  (seconds)                    DEFLEC18
 DM4547  DYNAMIC HEIGHT  -        284.987 (meters)      934.99  (feet) COMP
 DM4547  MODELED GRAVITY -    980,674.4   (mgal)                       NAVD 88
 DM4547
 DM4547  VERT ORDER      -  SECOND    CLASS I
 DM4547
 DM4547  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DM4547  Standards:
 DM4547         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DM4547            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DM4547  -------------------------------------------------------------------
 DM4547  NETWORK    1.34   1.88           0.62   0.45   0.96     -0.05803292
 DM4547  -------------------------------------------------------------------
 DM4547  Click here for local accuracies and other accuracy information.
 DM4547
 DM4547.The horizontal coordinates were established by GPS observations
 DM4547.and adjusted by the MN DEPT OF TRANSP in January 2025.
 DM4547
 DM4547.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DM4547.been affixed to the stable North American tectonic plate. See 
 DM4547.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DM4547
 DM4547.The horizontal coordinates are valid at the epoch date displayed above
 DM4547.which is a decimal equivalence of Year/Month/Day.
 DM4547
 DM4547.The orthometric height was determined by differential leveling and
 DM4547.adjusted by the NATIONAL GEODETIC SURVEY
 DM4547.in August 2019.
 DM4547
 DM4547.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM4547.GEOID18 height accuracy estimate available here.
 DM4547
 DM4547.Click photographs - Photos may exist for this station.
 DM4547
 DM4547.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DM4547
 DM4547.The Laplace correction was computed from DEFLEC18 derived deflections.
 DM4547
 DM4547.The ellipsoidal height was determined by GPS observations
 DM4547.and is referenced to NAD 83.
 DM4547
 DM4547.The dynamic height is computed by dividing the NAVD 88
 DM4547.geopotential number by the normal gravity value computed on the
 DM4547.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM4547.degrees latitude (g = 980.6199 gals.).
 DM4547
 DM4547.The modeled gravity was interpolated from observed gravity values.
 DM4547
 DM4547. The following values were computed from the NAD 83(2011) position.
 DM4547
 DM4547;                    North         East     Units Scale Factor Converg.
 DM4547;SPC MN C     -   299,917.665   624,915.573   MT  0.99995162   -1 39 31.2
 DM4547;SPC MN C     -   983,979.87  2,050,243.84   sFT  0.99995162   -1 39 31.2
 DM4547;UTM  14      - 5,183,187.961   687,578.124   MT  1.00003249   +1 47 27.4
 DM4547
 DM4547!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DM4547!SPC MN C     -   0.99995950  x   0.99995162  =   0.99991112
 DM4547!UTM  14      -   0.99995950  x   1.00003249  =   0.99999199
 DM4547
 DM4547_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPS8757883187(NAD 83)
 DM4547
 DM4547                          SUPERSEDED SURVEY CONTROL
 DM4547
 DM4547  NAVD 88 (04/18/11)  285.012  (m)          935.08   (f) SUPERSEDED  2 1
 DM4547
 DM4547.Superseded values are not recommended for survey control.
 DM4547
 DM4547.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DM4547.See file dsdata.pdf to determine how the superseded data were derived.
 DM4547
 DM4547_MARKER: DD = SURVEY DISK
 DM4547_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DM4547_STAMPING: 1480 AQ 2008
 DM4547_MARK LOGO: MNDT
 DM4547_PROJECTION: RECESSED 3 CENTIMETERS
 DM4547_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DM4547_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DM4547_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DM4547+SATELLITE: SATELLITE OBSERVATIONS - July 23, 2024
 DM4547_ROD/PIPE-DEPTH: 19.2 meters
 DM4547
 DM4547  HISTORY     - Date     Condition        Report By
 DM4547  HISTORY     - 20080415 MONUMENTED       MNDT
 DM4547  HISTORY     - 20130814 GOOD             MNDT
 DM4547  HISTORY     - 20240723 GOOD             MNDT
 DM4547
 DM4547                          STATION DESCRIPTION
 DM4547
 DM4547'DESCRIBED BY MN DEPT OF TRANSP 2008
 DM4547'THE MARK IS 2.5 MI (4.0 KM) NORTHWEST OF DOWNER, 1.95 MI (3.1 KM)
 DM4547'NORTHWEST ALONG INTERSTATE HIGHWAY 94 FROM THE JUNCTION OF INTERSTATE
 DM4547'HIGHWAY 94 AND COUNTY ROAD 10 WEST OF DOWNER, AT TRUNK HIGHWAY 94 MILE
 DM4547'POINT 13.45.    IT IS 91.5 FT (27.9 M) WEST OF EAST-BOUND INTERSTATE
 DM4547'HIGHWAY 94, 6.5 FT (2.0 M) NORTHEAST OF RIGHT OF WAY FENCE, 5.6 FT
 DM4547'(1.7 M) NORTHEAST OF A WITNESS POST.
 DM4547
 DM4547                          STATION RECOVERY (2013)
 DM4547
 DM4547'RECOVERY NOTE BY MN DEPT OF TRANSP 2013 (DJS)
 DM4547'2.5 MI (4.0 KM) NORTHWEST OF DOWNER, 1.95 MI (3.1 KM) NORTHWEST ALONG
 DM4547'INTERSTATE HIGHWAY 94  FROM THE JUNCTION OF INTERSTATE HIGHWAY 94 AND
 DM4547'COUNTY ROAD 10, WEST OF DOWNER, AT TRUNK HIGHWAY 94 MILE POINT 13.45,
 DM4547'91.5 FT (27.9 M) WEST OF EASTBOUND INTERSTATE HIGHWAY 94, 6.5 FT (2.0
 DM4547'M) NORTHEAST OF RIGHT-OF-WAY FENCE, 5.6 FT (1.7 M) NORTHEAST OF A
 DM4547'WITNESS POST.
 DM4547
 DM4547                          STATION RECOVERY (2024)
 DM4547
 DM4547'RECOVERY NOTE BY MN DEPT OF TRANSP 2024 (JMH)
 DM4547'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DM7862 ***********************************************************************
 DM7862  DESIGNATION -  1480 AR
 DM7862  PID         -  DM7862
 DM7862  STATE/COUNTY-  MN/CLAY
 DM7862  COUNTRY     -  US
 DM7862  USGS QUAD   -  BARNESVILLE (2019)
 DM7862
 DM7862                         *CURRENT SURVEY CONTROL
 DM7862  ______________________________________________________________________
 DM7862* NAD 83(2011) POSITION- 46 40 04.41825(N) 096 24 03.60235(W)   ADJUSTED
 DM7862* NAD 83(2011) ELLIP HT-   289.850 (meters)        (09/12/10)   ADJUSTED
 DM7862* NAD 83(2011) EPOCH   -  2010.00
 DM7862* NAVD 88 ORTHO HEIGHT -   316.362 (meters)     1037.93  (feet) ADJUSTED
 DM7862  ______________________________________________________________________
 DM7862  GEOID HEIGHT    -        -26.544 (meters)                     GEOID18
 DM7862  NAD 83(2011) X  -   -488,846.709 (meters)                     COMP
 DM7862  NAD 83(2011) Y  - -4,357,479.596 (meters)                     COMP
 DM7862  NAD 83(2011) Z  -  4,616,718.518 (meters)                     COMP
 DM7862  LAPLACE CORR    -         -0.88  (seconds)                    DEFLEC18
 DM7862  DYNAMIC HEIGHT  -        316.388 (meters)     1038.02  (feet) COMP
 DM7862  MODELED GRAVITY -    980,685.5   (mgal)                       NAVD 88
 DM7862
 DM7862  VERT ORDER      -  SECOND    CLASS I
 DM7862
 DM7862  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DM7862  Standards:
 DM7862         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DM7862            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DM7862  -------------------------------------------------------------------
 DM7862  NETWORK    0.38   0.61           0.17   0.14   0.31     -0.02406306
 DM7862  -------------------------------------------------------------------
 DM7862  Click here for local accuracies and other accuracy information.
 DM7862
 DM7862.The horizontal coordinates were established by GPS observations
 DM7862.and adjusted by the MN DEPT OF TRANSP in September 2010.
 DM7862
 DM7862.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DM7862.been affixed to the stable North American tectonic plate. See 
 DM7862.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DM7862
 DM7862.The horizontal coordinates are valid at the epoch date displayed above
 DM7862.which is a decimal equivalence of Year/Month/Day.
 DM7862
 DM7862.The orthometric height was determined by differential leveling and
 DM7862.adjusted by the NATIONAL GEODETIC SURVEY
 DM7862.in August 2019.
 DM7862
 DM7862.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM7862.GEOID18 height accuracy estimate available here.
 DM7862
 DM7862.Click photographs - Photos may exist for this station.
 DM7862
 DM7862.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DM7862
 DM7862.The Laplace correction was computed from DEFLEC18 derived deflections.
 DM7862
 DM7862.The ellipsoidal height was determined by GPS observations
 DM7862.and is referenced to NAD 83.
 DM7862
 DM7862.The dynamic height is computed by dividing the NAVD 88
 DM7862.geopotential number by the normal gravity value computed on the
 DM7862.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM7862.degrees latitude (g = 980.6199 gals.).
 DM7862
 DM7862.The modeled gravity was interpolated from observed gravity values.
 DM7862
 DM7862. The following values were computed from the NAD 83(2011) position.
 DM7862
 DM7862;                    North         East     Units Scale Factor Converg.
 DM7862;SPC MN C     -   287,617.136   635,422.855   MT  0.99993889   -1 33 21.6
 DM7862;SPC MN C     -   943,623.89  2,084,716.48   sFT  0.99993889   -1 33 21.6
 DM7862;UTM  14      - 5,171,540.384   698,807.532   MT  1.00008584   +1 53 28.0
 DM7862
 DM7862!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DM7862!SPC MN C     -   0.99995457  x   0.99993889  =   0.99989346
 DM7862!UTM  14      -   0.99995457  x   1.00008584  =   1.00004040
 DM7862
 DM7862_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPS9880771540(NAD 83)
 DM7862
 DM7862                          SUPERSEDED SURVEY CONTROL
 DM7862
 DM7862  NAVD 88 (05/30/12)  316.407  (m)         1038.08   (f) SUPERSEDED  2 1
 DM7862
 DM7862.Superseded values are not recommended for survey control.
 DM7862
 DM7862.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DM7862.See file dsdata.pdf to determine how the superseded data were derived.
 DM7862
 DM7862_MARKER: I = METAL ROD
 DM7862_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DM7862_STAMPING: 1480 AR 2010
 DM7862_MARK LOGO: MNDT
 DM7862_PROJECTION: FLUSH
 DM7862_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DM7862_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DM7862_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DM7862+SATELLITE: SATELLITE OBSERVATIONS - July 18, 2024
 DM7862_ROD/PIPE-DEPTH: 9.1 meters
 DM7862
 DM7862  HISTORY     - Date     Condition        Report By
 DM7862  HISTORY     - 20100526 MONUMENTED       MNDT
 DM7862  HISTORY     - 20140513 GOOD             MNDT
 DM7862  HISTORY     - 20150916 GOOD             MNDT
 DM7862  HISTORY     - 20210713 GOOD             MNDT
 DM7862  HISTORY     - 20230510 GOOD             MNDT
 DM7862  HISTORY     - 20240202 GOOD             MNDT
 DM7862  HISTORY     - 20240718 GOOD             MNDT
 DM7862
 DM7862                          STATION DESCRIPTION
 DM7862
 DM7862'DESCRIBED BY MN DEPT OF TRANSP 2010
 DM7862'THE MARK IS 1.8 MI (2.9 KM) NORTH OF BARNESVILLE.
 DM7862'
 DM7862'1.65 MILES NORTHWEST ALONG INTERSTATE HIGHWAY 94 FROM THE JUNCTION OF
 DM7862'INTERSTATE HIGHWAY 94 AND TRUNK HIGHWAY 34 IN BARNESVILLE, AT
 DM7862'INTERSTATE HIGHWAY 94 MILE POINT 22.95.
 DM7862'
 DM7862'IT IS 122.5 FT (37.3 M) NORTHEAST OF WESTBOUND INTERSTATE HIGHWAY 94,
 DM7862'2.7 FT (0.8 M) SOUTHWEST OF RIGHT -OF-WAY FENCE, 1.1 FT (0.3 M)
 DM7862'SOUTHWEST OF A WITNESS POST.
 DM7862'
 DM7862'NOTE - THE STATION MARK CONSISTS OF A 3/4 INCH (19 MM) DIAMETER
 DM7862'ALUMINUM ROD DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL MARK
 DM7862'REMOVABLE DISK SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY
 DM7862'A SIX-INCH PVC PIPE BACKFILLED WITH WASHED SAND.
 DM7862
 DM7862                          STATION RECOVERY (2014)
 DM7862
 DM7862'RECOVERY NOTE BY MN DEPT OF TRANSP 2014 (MAS)
 DM7862'THE STATION IS LOCATED ABOUT 7.8 MI (12.6 KM) EAST-SOUTHEAST OF BAKER,
 DM7862'7.2 MI (11.6 KM) SOUTHEAST OF DOWNER AND 1.4 MI (2.3 KM) NORTHEAST OF
 DM7862'BARNESVILLE.
 DM7862'
 DM7862'TO REACH THE MARK GO 0.7 MI (1.1 KM) NORTHWEST ALONG INTERSTATE
 DM7862'HIGHWAY 94 FROM THE JUNCTION OF INTERSTATE HIGHWAY 94 AND TRUNK
 DM7862'HIGHWAY 34 IN BARNESVILLE, AT INTERSTATE HIGHWAY 94 MILE POINT 23.9.
 DM7862'
 DM7862'THE MARK IS LOCATED 95.0 FT (29.0 M) NORTHEAST OF WESTBOUND INTERSTATE
 DM7862'HIGHWAY 94, 3.5 FT (1.1 M) SOUTHWEST OF RIGHT-OF-WAY FENCE, 1.3 FT
 DM7862'(0.4 M) SOUTHWEST OF A WITNESS POST.
 DM7862'
 DM7862'NOTE - THE STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM
 DM7862'ROD DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION REMOVABLE
 DM7862'DISK SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH
 DM7862'PVC PIPE BACK FILLED WITH WASHED SAND.
 DM7862
 DM7862                          STATION RECOVERY (2015)
 DM7862
 DM7862'RECOVERY NOTE BY MN DEPT OF TRANSP 2015 (KMS)
 DM7862'RECOVERED AS DESCRIBED.
 DM7862'
 DM7862'NOTE-THE STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM ROD
 DM7862'DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION REMOVABLE DISK
 DM7862'SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH PVC
 DM7862'PIPE BACK FILLED WITH WASHED SAND.
 DM7862
 DM7862                          STATION RECOVERY (2021)
 DM7862
 DM7862'RECOVERY NOTE BY MN DEPT OF TRANSP 2021 (DAS)
 DM7862'RECOVERED IN GOOD CONDITION.
 DM7862
 DM7862                          STATION RECOVERY (2023)
 DM7862
 DM7862'RECOVERY NOTE BY MN DEPT OF TRANSP 2023 (CXR)
 DM7862'RECOVERED AS DESCRIBED.
 DM7862
 DM7862                          STATION RECOVERY (2024)
 DM7862
 DM7862'RECOVERY NOTE BY MN DEPT OF TRANSP 2024 (AJH)
 DM7862'RECOVERED AS DESCRIBED.
 DM7862
 DM7862                          STATION RECOVERY (2024)
 DM7862
 DM7862'RECOVERY NOTE BY MN DEPT OF TRANSP 2024 (WHL)
 DM7862'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DM7863 ***********************************************************************
 DM7863  DESIGNATION -  1480 AS
 DM7863  PID         -  DM7863
 DM7863  STATE/COUNTY-  MN/CLAY
 DM7863  COUNTRY     -  US
 DM7863  USGS QUAD   -  BARNESVILLE (2019)
 DM7863
 DM7863                         *CURRENT SURVEY CONTROL
 DM7863  ______________________________________________________________________
 DM7863* NAD 83(2011) POSITION- 46 40 38.81415(N) 096 24 54.30318(W)   ADJUSTED
 DM7863* NAD 83(2011) ELLIP HT-   283.552 (meters)        (09/12/10)   ADJUSTED
 DM7863* NAD 83(2011) EPOCH   -  2010.00
 DM7863* NAVD 88 ORTHO HEIGHT -   310.054 (meters)     1017.24  (feet) ADJUSTED
 DM7863  ______________________________________________________________________
 DM7863  GEOID HEIGHT    -        -26.539 (meters)                     GEOID18
 DM7863  NAD 83(2011) X  -   -489,830.970 (meters)                     COMP
 DM7863  NAD 83(2011) Y  - -4,356,587.184 (meters)                     COMP
 DM7863  NAD 83(2011) Z  -  4,617,442.754 (meters)                     COMP
 DM7863  LAPLACE CORR    -         -0.78  (seconds)                    DEFLEC18
 DM7863  DYNAMIC HEIGHT  -        310.080 (meters)     1017.32  (feet) COMP
 DM7863  MODELED GRAVITY -    980,688.7   (mgal)                       NAVD 88
 DM7863
 DM7863  VERT ORDER      -  SECOND    CLASS I
 DM7863
 DM7863  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DM7863  Standards:
 DM7863         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DM7863            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DM7863  -------------------------------------------------------------------
 DM7863  NETWORK    0.44   0.67           0.20   0.15   0.34     -0.04249286
 DM7863  -------------------------------------------------------------------
 DM7863  Click here for local accuracies and other accuracy information.
 DM7863
 DM7863.The horizontal coordinates were established by GPS observations
 DM7863.and adjusted by the MN DEPT OF TRANSP in September 2010.
 DM7863
 DM7863.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DM7863.been affixed to the stable North American tectonic plate. See 
 DM7863.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DM7863
 DM7863.The horizontal coordinates are valid at the epoch date displayed above
 DM7863.which is a decimal equivalence of Year/Month/Day.
 DM7863
 DM7863.The orthometric height was determined by differential leveling and
 DM7863.adjusted by the NATIONAL GEODETIC SURVEY
 DM7863.in August 2019.
 DM7863
 DM7863.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM7863.GEOID18 height accuracy estimate available here.
 DM7863
 DM7863.Click photographs - Photos may exist for this station.
 DM7863
 DM7863.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DM7863
 DM7863.The Laplace correction was computed from DEFLEC18 derived deflections.
 DM7863
 DM7863.The ellipsoidal height was determined by GPS observations
 DM7863.and is referenced to NAD 83.
 DM7863
 DM7863.The dynamic height is computed by dividing the NAVD 88
 DM7863.geopotential number by the normal gravity value computed on the
 DM7863.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM7863.degrees latitude (g = 980.6199 gals.).
 DM7863
 DM7863.The modeled gravity was interpolated from observed gravity values.
 DM7863
 DM7863. The following values were computed from the NAD 83(2011) position.
 DM7863
 DM7863;                    North         East     Units Scale Factor Converg.
 DM7863;SPC MN C     -   288,708.146   634,374.591   MT  0.99993987   -1 33 58.3
 DM7863;SPC MN C     -   947,203.31  2,081,277.30   sFT  0.99993987   -1 33 58.3
 DM7863;UTM  14      - 5,172,566.537   697,695.402   MT  1.00008041   +1 52 52.1
 DM7863
 DM7863!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DM7863!SPC MN C     -   0.99995555  x   0.99993987  =   0.99989543
 DM7863!UTM  14      -   0.99995555  x   1.00008041  =   1.00003596
 DM7863
 DM7863_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPS9769572566(NAD 83)
 DM7863
 DM7863                          SUPERSEDED SURVEY CONTROL
 DM7863
 DM7863  NAVD 88 (05/30/12)  310.099  (m)         1017.38   (f) SUPERSEDED  2 1
 DM7863
 DM7863.Superseded values are not recommended for survey control.
 DM7863
 DM7863.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DM7863.See file dsdata.pdf to determine how the superseded data were derived.
 DM7863
 DM7863_MARKER: I = METAL ROD
 DM7863_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DM7863_STAMPING: 1480 AS 2010
 DM7863_MARK LOGO: MNDT
 DM7863_PROJECTION: FLUSH
 DM7863_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DM7863_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DM7863_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DM7863+SATELLITE: SATELLITE OBSERVATIONS - July 22, 2024
 DM7863_ROD/PIPE-DEPTH: 7.0 meters
 DM7863
 DM7863  HISTORY     - Date     Condition        Report By
 DM7863  HISTORY     - 20100526 MONUMENTED       MNDT
 DM7863  HISTORY     - 20140513 GOOD             MNDT
 DM7863  HISTORY     - 20150916 GOOD             MNDT
 DM7863  HISTORY     - 20210713 GOOD             MNDT
 DM7863  HISTORY     - 20240220 GOOD             MNDT
 DM7863  HISTORY     - 20240722 GOOD             MNDT
 DM7863
 DM7863                          STATION DESCRIPTION
 DM7863
 DM7863'DESCRIBED BY MN DEPT OF TRANSP 2010
 DM7863'THE MARK IS 1.8 MI (2.9 KM) NORTH OF BARNESVILLE.
 DM7863'
 DM7863'1.65 MILES NORTHWEST ALONG INTERSTATE HIGHWAY 94 FROM THE JUNCTION OF
 DM7863'INTERSTATE HIGHWAY 94 AND TRUNK HIGHWAY 34 IN BARNESVILLE, AT
 DM7863'INTERSTATE HIGHWAY 94 MILE POINT 22.95.
 DM7863'
 DM7863'IT IS 122.5 FT (37.3 M) NORTHEAST OF WESTBOUND INTERSTATE HIGHWAY 94,
 DM7863'2.7 FT (0.8 M) SOUTHWEST OF RIGHT-OF-WAY FENCE, 1.1 FT (0.3 M)
 DM7863'SOUTHWEST OF A WITNESS POST.
 DM7863'
 DM7863'NOTE - THE STATION MARK CONSISTS OF A 3/4 INCH (19 MM) DIAMETER
 DM7863'ALUMINUM ROD DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL MARK
 DM7863'REMOVABLE DISK SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY
 DM7863'A SIX-INCH PVC PIPE BACKFILLED WITH WASHED SAND.
 DM7863
 DM7863                          STATION RECOVERY (2014)
 DM7863
 DM7863'RECOVERY NOTE BY MN DEPT OF TRANSP 2014 (MAS)
 DM7863'RECOVERED AS DESCRIBED.
 DM7863'
 DM7863'NOTE - THE STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM
 DM7863'ROD DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION REMOVABLE
 DM7863'DISK SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH
 DM7863'PVC PIPE BACK FILLED WITH WASHED SAND.
 DM7863
 DM7863                          STATION RECOVERY (2015)
 DM7863
 DM7863'RECOVERY NOTE BY MN DEPT OF TRANSP 2015 (MAS)
 DM7863'1.8 MI (2.9 KM) NORTH OF BARNESVILLE, 1.65 MI (2.7 KM) NORTHWEST ALONG
 DM7863'INTERSTATE HIGHWAY 94  FROM THE JUNCTION OF INTERSTATE HIGHWAY 94 AND
 DM7863'TRUNK HIGHWAY 34 (JUNCTION IS 1.0 MI (1.6 KM) EAST OF BARNESVILLE), AT
 DM7863'INTERSTATE HIGHWAY 94 MILE POINT 22.95, 122.5 FT (37.3 M) NORTHEAST OF
 DM7863'WESTBOUND INTERSTATE HIGHWAY 94, 2.7 FT (0.8 M) SOUTHWEST OF
 DM7863'RIGHT-OF-WAY FENCE, 1.1 FT (0.3 M) SOUTHWEST OF A WITNESS POST.
 DM7863
 DM7863                          STATION RECOVERY (2021)
 DM7863
 DM7863'RECOVERY NOTE BY MN DEPT OF TRANSP 2021 (DAS)
 DM7863'RECOVERED IN GOOD CONDITION.
 DM7863
 DM7863                          STATION RECOVERY (2024)
 DM7863
 DM7863'RECOVERY NOTE BY MN DEPT OF TRANSP 2024 (AJH)
 DM7863'RECOVERED AS DESCRIBED.
 DM7863
 DM7863                          STATION RECOVERY (2024)
 DM7863
 DM7863'RECOVERY NOTE BY MN DEPT OF TRANSP 2024 (WHL)
 DM7863'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DM7864 ***********************************************************************
 DM7864  DESIGNATION -  1480 AT
 DM7864  PID         -  DM7864
 DM7864  STATE/COUNTY-  MN/CLAY
 DM7864  COUNTRY     -  US
 DM7864  USGS QUAD   -  BARNESVILLE (2019)
 DM7864
 DM7864                         *CURRENT SURVEY CONTROL
 DM7864  ______________________________________________________________________
 DM7864* NAD 83(1986) POSITION- 46 40 54.0    (N) 096 26 00.0    (W)   HD_HELD2
 DM7864* NAVD 88 ORTHO HEIGHT -   310.602 (meters)     1019.03  (feet) ADJUSTED
 DM7864  ______________________________________________________________________
 DM7864  GEOID HEIGHT    -        -26.535 (meters)                     GEOID18
 DM7864  DYNAMIC HEIGHT  -        310.629 (meters)     1019.12  (feet) COMP
 DM7864  MODELED GRAVITY -    980,690.6   (mgal)                       NAVD 88
 DM7864
 DM7864  VERT ORDER      -  SECOND    CLASS I
 DM7864
 DM7864.The horizontal coordinates were established by autonomous hand held GPS
 DM7864.observations and have an estimated accuracy of +/- 10 meters.
 DM7864
 DM7864.The orthometric height was determined by differential leveling and
 DM7864.adjusted by the NATIONAL GEODETIC SURVEY
 DM7864.in August 2019.
 DM7864
 DM7864.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM7864.GEOID18 height accuracy estimate available here.
 DM7864
 DM7864.Click photographs - Photos may exist for this station.
 DM7864
 DM7864.The dynamic height is computed by dividing the NAVD 88
 DM7864.geopotential number by the normal gravity value computed on the
 DM7864.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM7864.degrees latitude (g = 980.6199 gals.).
 DM7864
 DM7864.The modeled gravity was interpolated from observed gravity values.
 DM7864
 DM7864;                    North         East    Units  Estimated Accuracy
 DM7864;SPC MN C     -   289,215.      632,992.      MT  (+/- 10 meters HH2 GPS)
 DM7864
 DM7864_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPS9628472989(NAD 83)
 DM7864
 DM7864                          SUPERSEDED SURVEY CONTROL
 DM7864
 DM7864  NAVD 88 (05/30/12)  310.647  (m)         1019.18   (f) SUPERSEDED  2 1
 DM7864
 DM7864.Superseded values are not recommended for survey control.
 DM7864
 DM7864.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DM7864.See file dsdata.pdf to determine how the superseded data were derived.
 DM7864
 DM7864_MARKER: DD = SURVEY DISK
 DM7864_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DM7864_SP_SET: BRIDGE ABUTMENT
 DM7864_STAMPING: 1480 AT 2010
 DM7864_MARK LOGO: MNDT
 DM7864_MAGNETIC: N = NO MAGNETIC MATERIAL
 DM7864_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DM7864_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DM7864+SATELLITE: SATELLITE OBSERVATIONS - May 13, 2014
 DM7864
 DM7864  HISTORY     - Date     Condition        Report By
 DM7864  HISTORY     - 20100526 MONUMENTED       MNDT
 DM7864  HISTORY     - 20140513 GOOD             MNDT
 DM7864
 DM7864                          STATION DESCRIPTION
 DM7864
 DM7864'DESCRIBED BY MN DEPT OF TRANSP 2010
 DM7864'THE MARK IS 2.2 MI (3.5 KM) NORTHWEST OF BARNESVILLE.
 DM7864'
 DM7864'2.5 MILES NORTHWEST ALONG INTERSTATE HIGHWAY 94 FROM THE JUNCTION OF
 DM7864'INTERSTATE HIGHWAY 94 AND TRUNK HIGHWAY 34/160TH AVENUE SOUTH IN
 DM7864'BARNESVILLE.
 DM7864'
 DM7864'IT IS IN NORTHWEST CORNER OF BRIDGE NUMBER 14809 OVER RAILROAD TRACKS,
 DM7864'AT INTERSTATE HIGHWAY 94 MILE POINT 22.05.
 DM7864
 DM7864                          STATION RECOVERY (2014)
 DM7864
 DM7864'RECOVERY NOTE BY MN DEPT OF TRANSP 2014 (MAS)
 DM7864'2.2 MI (3.5 KM) NORTHWEST OF BARNESVILLE, IN BRIDGE ABUTMENT IN
 DM7864'NORTHWEST CORNER OF WESTBOUND INTERSTATE HIGHWAY 94 BRIDGE NUMBER
 DM7864'14809 OVER RAILROAD TRACKS, 2.5 MI (4.0 KM) NORTHWEST ALONG INTERSTATE
 DM7864'HIGHWAY 94  FROM THE JUNCTION OF INTERSTATE HIGHWAY 94 AND TRUNK
 DM7864'HIGHWAY 34/ 160TH AVENUE SOUTH IN BARNESVILLE, AT INTERSTATE HIGHWAY
 DM7864'94 MILE POINT 22.05, 24.5 FT (7.5 M) NORTH OF WESTBOUND INTERSTATE
 DM7864'HIGHWAY 94.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DM7865 ***********************************************************************
 DM7865  DESIGNATION -  1480 AU
 DM7865  PID         -  DM7865
 DM7865  STATE/COUNTY-  MN/CLAY
 DM7865  COUNTRY     -  US
 DM7865  USGS QUAD   -  BARNESVILLE (2019)
 DM7865
 DM7865                         *CURRENT SURVEY CONTROL
 DM7865  ______________________________________________________________________
 DM7865* NAD 83(2011) POSITION- 46 42 00.87580(N) 096 27 30.78892(W)   ADJUSTED
 DM7865* NAD 83(2011) ELLIP HT-   266.474 (meters)        (09/12/10)   ADJUSTED
 DM7865* NAD 83(2011) EPOCH   -  2010.00
 DM7865* NAVD 88 ORTHO HEIGHT -   292.967 (meters)      961.18  (feet) ADJUSTED
 DM7865  ______________________________________________________________________
 DM7865  GEOID HEIGHT    -        -26.546 (meters)                     GEOID18
 DM7865  NAD 83(2011) X  -   -492,927.287 (meters)                     COMP
 DM7865  NAD 83(2011) Y  - -4,354,370.465 (meters)                     COMP
 DM7865  NAD 83(2011) Z  -  4,619,168.618 (meters)                     COMP
 DM7865  LAPLACE CORR    -         -0.92  (seconds)                    DEFLEC18
 DM7865  DYNAMIC HEIGHT  -        292.992 (meters)      961.26  (feet) COMP
 DM7865  MODELED GRAVITY -    980,691.9   (mgal)                       NAVD 88
 DM7865
 DM7865  VERT ORDER      -  SECOND    CLASS I
 DM7865
 DM7865  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DM7865  Standards:
 DM7865         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DM7865            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DM7865  -------------------------------------------------------------------
 DM7865  NETWORK    0.52   0.78           0.24   0.18   0.40     -0.02218007
 DM7865  -------------------------------------------------------------------
 DM7865  Click here for local accuracies and other accuracy information.
 DM7865
 DM7865.The horizontal coordinates were established by GPS observations
 DM7865.and adjusted by the MN DEPT OF TRANSP in September 2010.
 DM7865
 DM7865.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DM7865.been affixed to the stable North American tectonic plate. See 
 DM7865.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DM7865
 DM7865.The horizontal coordinates are valid at the epoch date displayed above
 DM7865.which is a decimal equivalence of Year/Month/Day.
 DM7865
 DM7865.The orthometric height was determined by differential leveling and
 DM7865.adjusted by the NATIONAL GEODETIC SURVEY
 DM7865.in August 2019.
 DM7865
 DM7865.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM7865.GEOID18 height accuracy estimate available here.
 DM7865
 DM7865.Click photographs - Photos may exist for this station.
 DM7865
 DM7865.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DM7865
 DM7865.The Laplace correction was computed from DEFLEC18 derived deflections.
 DM7865
 DM7865.The ellipsoidal height was determined by GPS observations
 DM7865.and is referenced to NAD 83.
 DM7865
 DM7865.The dynamic height is computed by dividing the NAVD 88
 DM7865.geopotential number by the normal gravity value computed on the
 DM7865.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM7865.degrees latitude (g = 980.6199 gals.).
 DM7865
 DM7865.The modeled gravity was interpolated from observed gravity values.
 DM7865
 DM7865. The following values were computed from the NAD 83(2011) position.
 DM7865
 DM7865;                    North         East     Units Scale Factor Converg.
 DM7865;SPC MN C     -   291,332.811   631,120.838   MT  0.99994233   -1 35 51.5
 DM7865;SPC MN C     -   955,814.40  2,070,602.28   sFT  0.99994233   -1 35 51.5
 DM7865;UTM  14      - 5,174,991.104   694,289.256   MT  1.00006400   +1 51 00.6
 DM7865
 DM7865!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DM7865!SPC MN C     -   0.99995823  x   0.99994233  =   0.99990056
 DM7865!UTM  14      -   0.99995823  x   1.00006400  =   1.00002223
 DM7865
 DM7865_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPS9428974991(NAD 83)
 DM7865
 DM7865                          SUPERSEDED SURVEY CONTROL
 DM7865
 DM7865  NAVD 88 (05/30/12)  293.015  (m)          961.33   (f) SUPERSEDED  2 1
 DM7865
 DM7865.Superseded values are not recommended for survey control.
 DM7865
 DM7865.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DM7865.See file dsdata.pdf to determine how the superseded data were derived.
 DM7865
 DM7865_MARKER: I = METAL ROD
 DM7865_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DM7865_STAMPING: 1480 AU 2010
 DM7865_MARK LOGO: MNDT
 DM7865_PROJECTION: RECESSED 5 CENTIMETERS
 DM7865_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DM7865_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DM7865_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DM7865+SATELLITE: SATELLITE OBSERVATIONS - July 23, 2024
 DM7865_ROD/PIPE-DEPTH: 7.3 meters
 DM7865
 DM7865  HISTORY     - Date     Condition        Report By
 DM7865  HISTORY     - 20100526 MONUMENTED       MNDT
 DM7865  HISTORY     - 20130814 GOOD             MNDT
 DM7865  HISTORY     - 20240723 GOOD             MNDT
 DM7865
 DM7865                          STATION DESCRIPTION
 DM7865
 DM7865'DESCRIBED BY MN DEPT OF TRANSP 2010
 DM7865'THE MARK IS 4.0 MI (6.4 KM) NORTHWEST OF BARNESVILLE.
 DM7865'
 DM7865'2.5 MILES NORTHWEST ALONG INTERSTATE HIGHWAY 94 FROM THE JUNCTION OF
 DM7865'INTERSTATE HIGHWAY 94 AND TRUNK HIGHWAY 9 IN BARNESVILLE, AT
 DM7865'INTERSTATE HIGHWAY 94 MILE POINT 20.2.
 DM7865'
 DM7865'IT IS 97.1 FT (29.6 M) NORTHEAST OF WESTBOUND INTERSTATE HIGHWAY 94,
 DM7865'1.8 FT (0.5 M) SOUTHWEST OF RIGHT-OF-WAY FENCE, 1.5 FT (0.5 M)
 DM7865'SOUTHWEST OF A WITNESS POST.
 DM7865'
 DM7865'NOTE-THE STATION MARK CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM
 DM7865'ROD DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL MARK REMOVABLE DISK
 DM7865'SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH PVC
 DM7865'PIPE BACKFILLED WITH WASHED SAND.
 DM7865
 DM7865                          STATION RECOVERY (2013)
 DM7865
 DM7865'RECOVERY NOTE BY MN DEPT OF TRANSP 2013 (DJS)
 DM7865'4.0 MI (6.4 KM) NORTHWEST OF BARNESVILLE, 2.5 MI (4.0 KM) NORTHWEST
 DM7865'ALONG INTERSTATE HIGHWAY 94  FROM THE JUNCTION OF INTERSTATE HIGHWAY
 DM7865'94 AND TRUNK HIGHWAY 9 IN BARNESVILLE, AT INTERSTATE HIGHWAY 94 MILE
 DM7865'POINT 20.2, 97.1 FT (29.6 M) NORTHEAST OF WESTBOUND INTERSTATE HIGHWAY
 DM7865'94, 1.8 FT (0.5 M) SOUTHWEST OF RIGHT-OF-WAY FENCE, 1.5 FT (0.5 M)
 DM7865'SOUTHWEST OF A WITNESS POST.
 DM7865
 DM7865                          STATION RECOVERY (2024)
 DM7865
 DM7865'RECOVERY NOTE BY MN DEPT OF TRANSP 2024 (ADW)
 DM7865'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DM7866 ***********************************************************************
 DM7866  DESIGNATION -  1480 AV
 DM7866  PID         -  DM7866
 DM7866  STATE/COUNTY-  MN/CLAY
 DM7866  COUNTRY     -  US
 DM7866  USGS QUAD   -  BARNESVILLE (2019)
 DM7866
 DM7866                         *CURRENT SURVEY CONTROL
 DM7866  ______________________________________________________________________
 DM7866* NAD 83(2011) POSITION- 46 43 02.23251(N) 096 28 56.53711(W)   ADJUSTED
 DM7866* NAD 83(2011) ELLIP HT-   263.842 (meters)        (09/12/10)   ADJUSTED
 DM7866* NAD 83(2011) EPOCH   -  2010.00
 DM7866* NAVD 88 ORTHO HEIGHT -   290.368 (meters)      952.65  (feet) ADJUSTED
 DM7866  ______________________________________________________________________
 DM7866  GEOID HEIGHT    -        -26.572 (meters)                     GEOID18
 DM7866  NAD 83(2011) X  -   -494,581.535 (meters)                     COMP
 DM7866  NAD 83(2011) Y  - -4,352,793.065 (meters)                     COMP
 DM7866  NAD 83(2011) Z  -  4,620,465.929 (meters)                     COMP
 DM7866  LAPLACE CORR    -         -0.78  (seconds)                    DEFLEC18
 DM7866  DYNAMIC HEIGHT  -        290.391 (meters)      952.72  (feet) COMP
 DM7866  MODELED GRAVITY -    980,687.0   (mgal)                       NAVD 88
 DM7866
 DM7866  VERT ORDER      -  SECOND    CLASS I
 DM7866
 DM7866  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DM7866  Standards:
 DM7866         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DM7866            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DM7866  -------------------------------------------------------------------
 DM7866  NETWORK    0.48   0.73           0.22   0.16   0.37     -0.01272603
 DM7866  -------------------------------------------------------------------
 DM7866  Click here for local accuracies and other accuracy information.
 DM7866
 DM7866.The horizontal coordinates were established by GPS observations
 DM7866.and adjusted by the MN DEPT OF TRANSP in September 2010.
 DM7866
 DM7866.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DM7866.been affixed to the stable North American tectonic plate. See 
 DM7866.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DM7866
 DM7866.The horizontal coordinates are valid at the epoch date displayed above
 DM7866.which is a decimal equivalence of Year/Month/Day.
 DM7866
 DM7866.The orthometric height was determined by differential leveling and
 DM7866.adjusted by the NATIONAL GEODETIC SURVEY
 DM7866.in August 2019.
 DM7866
 DM7866.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM7866.GEOID18 height accuracy estimate available here.
 DM7866
 DM7866.Click photographs - Photos may exist for this station.
 DM7866
 DM7866.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DM7866
 DM7866.The Laplace correction was computed from DEFLEC18 derived deflections.
 DM7866
 DM7866.The ellipsoidal height was determined by GPS observations
 DM7866.and is referenced to NAD 83.
 DM7866
 DM7866.The dynamic height is computed by dividing the NAVD 88
 DM7866.geopotential number by the normal gravity value computed on the
 DM7866.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM7866.degrees latitude (g = 980.6199 gals.).
 DM7866
 DM7866.The modeled gravity was interpolated from observed gravity values.
 DM7866
 DM7866. The following values were computed from the NAD 83(2011) position.
 DM7866
 DM7866;                    North         East     Units Scale Factor Converg.
 DM7866;SPC MN C     -   293,277.658   629,353.368   MT  0.99994427   -1 36 53.5
 DM7866;SPC MN C     -   962,195.12  2,064,803.51   sFT  0.99994427   -1 36 53.5
 DM7866;UTM  14      - 5,176,826.343   692,407.799   MT  1.00005505   +1 50 00.0
 DM7866
 DM7866!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DM7866!SPC MN C     -   0.99995864  x   0.99994427  =   0.99990292
 DM7866!UTM  14      -   0.99995864  x   1.00005505  =   1.00001369
 DM7866
 DM7866_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPS9240776826(NAD 83)
 DM7866
 DM7866                          SUPERSEDED SURVEY CONTROL
 DM7866
 DM7866  NAVD 88 (05/30/12)  290.417  (m)          952.81   (f) SUPERSEDED  2 1
 DM7866
 DM7866.Superseded values are not recommended for survey control.
 DM7866
 DM7866.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DM7866.See file dsdata.pdf to determine how the superseded data were derived.
 DM7866
 DM7866_MARKER: I = METAL ROD
 DM7866_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DM7866_STAMPING: 1480 AV 2010
 DM7866_MARK LOGO: MNDT
 DM7866_PROJECTION: RECESSED 8 CENTIMETERS
 DM7866_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DM7866_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DM7866_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DM7866+SATELLITE: SATELLITE OBSERVATIONS - July 23, 2024
 DM7866_ROD/PIPE-DEPTH: 9.1 meters
 DM7866
 DM7866  HISTORY     - Date     Condition        Report By
 DM7866  HISTORY     - 20100526 MONUMENTED       MNDT
 DM7866  HISTORY     - 20210713 GOOD             MNDT
 DM7866  HISTORY     - 20240723 GOOD             MNDT
 DM7866
 DM7866                          STATION DESCRIPTION
 DM7866
 DM7866'DESCRIBED BY MN DEPT OF TRANSP 2010
 DM7866'THE MARK IS 5.5 MI (8.8 KM) NORTHWEST OF BARNESVILLE.
 DM7866'
 DM7866'4.1 MILES NORTHWEST ALONG INTERSTATE HIGHWAY 94 FROM THE JUNCTION OF
 DM7866'INTERSTATE HIGHWAY 94 AND TRUNK HIGHWAY 9 IN BARNESVILLE, AT
 DM7866'INTERSTATE HIGHWAY 94 MILE POINT 18.6.
 DM7866'
 DM7866'IT IS 97.0 FT (29.6 M) NORTHEAST OF WESTBOUND INTERSTATE HIGHWAY 94,
 DM7866'2.0 FT (0.6 M) SOUTHWEST OF RIGHT-OF-WAY FENCE, 1.5 FT (0.5 M)
 DM7866'SOUTHWEST OF A WITNESS POST.
 DM7866'
 DM7866'NOTE - THE STATION MARK CONSISTS OF A 3/4 INCH (19 MM) DIAMETER
 DM7866'ALUMINUM ROD DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL MARK
 DM7866'REMOVABLE DISK SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY
 DM7866'A SIX-INCH PVC PIPE BACKFILLED WITH WASHED SAND.
 DM7866
 DM7866                          STATION RECOVERY (2021)
 DM7866
 DM7866'RECOVERY NOTE BY MN DEPT OF TRANSP 2021 (DAS)
 DM7866'RECOVERED IN GOOD CONDITION.
 DM7866
 DM7866                          STATION RECOVERY (2024)
 DM7866
 DM7866'RECOVERY NOTE BY MN DEPT OF TRANSP 2024 (ADW)
 DM7866'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DM7867 ***********************************************************************
 DM7867  DESIGNATION -  1480 AW
 DM7867  PID         -  DM7867
 DM7867  STATE/COUNTY-  MN/CLAY
 DM7867  COUNTRY     -  US
 DM7867  USGS QUAD   -  BAKER (2019)
 DM7867
 DM7867                         *CURRENT SURVEY CONTROL
 DM7867  ______________________________________________________________________
 DM7867* NAD 83(2011) POSITION- 46 43 55.97410(N) 096 30 14.99288(W)   ADJUSTED
 DM7867* NAD 83(2011) ELLIP HT-   262.064 (meters)        (09/12/10)   ADJUSTED
 DM7867* NAD 83(2011) EPOCH   -  2010.00
 DM7867* NAVD 88 ORTHO HEIGHT -   288.623 (meters)      946.92  (feet) ADJUSTED
 DM7867  ______________________________________________________________________
 DM7867  GEOID HEIGHT    -        -26.602 (meters)                     GEOID18
 DM7867  NAD 83(2011) X  -   -496,100.139 (meters)                     COMP
 DM7867  NAD 83(2011) Y  - -4,351,402.912 (meters)                     COMP
 DM7867  NAD 83(2011) Z  -  4,621,602.277 (meters)                     COMP
 DM7867  LAPLACE CORR    -         -0.90  (seconds)                    DEFLEC18
 DM7867  DYNAMIC HEIGHT  -        288.645 (meters)      947.00  (feet) COMP
 DM7867  MODELED GRAVITY -    980,680.5   (mgal)                       NAVD 88
 DM7867
 DM7867  VERT ORDER      -  SECOND    CLASS I
 DM7867
 DM7867  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DM7867  Standards:
 DM7867         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DM7867            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DM7867  -------------------------------------------------------------------
 DM7867  NETWORK    0.44   0.63           0.20   0.15   0.32      0.00093461
 DM7867  -------------------------------------------------------------------
 DM7867  Click here for local accuracies and other accuracy information.
 DM7867
 DM7867.The horizontal coordinates were established by GPS observations
 DM7867.and adjusted by the MN DEPT OF TRANSP in September 2010.
 DM7867
 DM7867.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DM7867.been affixed to the stable North American tectonic plate. See 
 DM7867.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DM7867
 DM7867.The horizontal coordinates are valid at the epoch date displayed above
 DM7867.which is a decimal equivalence of Year/Month/Day.
 DM7867
 DM7867.The orthometric height was determined by differential leveling and
 DM7867.adjusted by the NATIONAL GEODETIC SURVEY
 DM7867.in August 2019.
 DM7867
 DM7867.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM7867.GEOID18 height accuracy estimate available here.
 DM7867
 DM7867.Click photographs - Photos may exist for this station.
 DM7867
 DM7867.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DM7867
 DM7867.The Laplace correction was computed from DEFLEC18 derived deflections.
 DM7867
 DM7867.The ellipsoidal height was determined by GPS observations
 DM7867.and is referenced to NAD 83.
 DM7867
 DM7867.The dynamic height is computed by dividing the NAVD 88
 DM7867.geopotential number by the normal gravity value computed on the
 DM7867.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM7867.degrees latitude (g = 980.6199 gals.).
 DM7867
 DM7867.The modeled gravity was interpolated from observed gravity values.
 DM7867
 DM7867. The following values were computed from the NAD 83(2011) position.
 DM7867
 DM7867;                    North         East     Units Scale Factor Converg.
 DM7867;SPC MN C     -   294,983.580   627,735.118   MT  0.99994604   -1 37 50.3
 DM7867;SPC MN C     -   967,791.96  2,059,494.30   sFT  0.99994604   -1 37 50.3
 DM7867;UTM  14      - 5,178,432.009   690,689.687   MT  1.00004696   +1 49 04.5
 DM7867
 DM7867!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DM7867!SPC MN C     -   0.99995892  x   0.99994604  =   0.99990496
 DM7867!UTM  14      -   0.99995892  x   1.00004696  =   1.00000588
 DM7867
 DM7867:                Primary Azimuth Mark                     Grid Az
 DM7867:SPC MN C     -  1480 T                                   312 22 44.5
 DM7867:UTM  14      -  1480 T                                   308 55 49.7
 DM7867
 DM7867_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPS9068978432(NAD 83)
 DM7867
 DM7867|---------------------------------------------------------------------|
 DM7867| PID    Reference Object                     Distance      Geod. Az  |
 DM7867|                                                           dddmmss.s |
 DM7867| RP0393 1480 T                              APPROX. 1.2 KM 3104454.2 |
 DM7867|---------------------------------------------------------------------|
 DM7867
 DM7867                          SUPERSEDED SURVEY CONTROL
 DM7867
 DM7867  NAVD 88 (05/30/12)  288.667  (m)          947.07   (f) SUPERSEDED  2 1
 DM7867
 DM7867.Superseded values are not recommended for survey control.
 DM7867
 DM7867.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DM7867.See file dsdata.pdf to determine how the superseded data were derived.
 DM7867
 DM7867_MARKER: I = METAL ROD
 DM7867_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DM7867_STAMPING: 1480 AW 2010
 DM7867_MARK LOGO: MNDT
 DM7867_PROJECTION: FLUSH
 DM7867_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DM7867_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DM7867_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DM7867+SATELLITE: SATELLITE OBSERVATIONS - July 23, 2024
 DM7867_ROD/PIPE-DEPTH: 12.8 meters
 DM7867
 DM7867  HISTORY     - Date     Condition        Report By
 DM7867  HISTORY     - 20100526 MONUMENTED       MNDT
 DM7867  HISTORY     - 20150120 GOOD             MNDT
 DM7867  HISTORY     - 20240723 GOOD             MNDT
 DM7867
 DM7867                          STATION DESCRIPTION
 DM7867
 DM7867'DESCRIBED BY MN DEPT OF TRANSP 2010
 DM7867'THE MARK IS 7.0 MI (11.3 KM) NORTHWEST OF BARNESVILLE.
 DM7867'
 DM7867'5.65 MILES NORTHWEST ALONG INTERSTATE HIGHWAY 94 FROM THE JUNCTION OF
 DM7867'INTERSTATE HIGHWAY 94 AND TRUNK HIGHWAY 9 IN BARNESVILLE.
 DM7867'
 DM7867'IT IS 97.0 FT (29.6 M) NORTHEAST OF WESTBOUND INTERSTATE HIGHWAY 94,
 DM7867'1.8 FT (0.5 M) SOUTHWEST OF RIGHT-OF-WAY FENCE, 1.5 FT (0.5 M)
 DM7867'SOUTHWEST OF A WITNESS POST.
 DM7867'
 DM7867'NOTE - THE STATION MARK CONSISTS OF A 3/4 INCH (19 MM) DIAMETER
 DM7867'ALUMINUM ROD DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL MARK
 DM7867'REMOVABLE DISK SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY
 DM7867'A SIX-INCH PVC PIPE BACKFILLED WITH WASHED SAND.
 DM7867
 DM7867                          STATION RECOVERY (2015)
 DM7867
 DM7867'RECOVERY NOTE BY MN DEPT OF TRANSP 2015 (MXS)
 DM7867'7.0 MILES NORTHWEST OF BARNESVILLE, 5.65 MILES NORTHWEST ALONG
 DM7867'INTERSTATE HIGHWAY 94 FROM JUNCTION OF INTERSTATE HIGHWAY 94 AND TRUNK
 DM7867'HIGHWAY 9 IN BARNESVILLE, 97.0 FEET NORTHEAST OF WESTBOUND INTERSTATE
 DM7867'HIGHWAY 94 AT MILEPOINT 17.15, 1.8 FEET SOUTHWEST OF RIGHT-OF-WAY
 DM7867'FENCE, 1.5 FEET SOUTHWEST OF WITNESS POST.
 DM7867
 DM7867                          STATION RECOVERY (2024)
 DM7867
 DM7867'RECOVERY NOTE BY MN DEPT OF TRANSP 2024 (ADW)
 DM7867'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DQ2735 ***********************************************************************
 DQ2735  DESIGNATION -  1480 AX
 DQ2735  PID         -  DQ2735
 DQ2735  STATE/COUNTY-  MN/CLAY
 DQ2735  COUNTRY     -  US
 DQ2735  USGS QUAD   -  BARNESVILLE (2019)
 DQ2735
 DQ2735                         *CURRENT SURVEY CONTROL
 DQ2735  ______________________________________________________________________
 DQ2735* NAD 83(1986) POSITION- 46 38 23.14   (N) 096 22 32.37   (W)   HD_HELD1
 DQ2735* NAVD 88 ORTHO HEIGHT -   328.653 (meters)     1078.26  (feet) ADJUSTED
 DQ2735  ______________________________________________________________________
 DQ2735  GEOID HEIGHT    -        -26.571 (meters)                     GEOID18
 DQ2735  DYNAMIC HEIGHT  -        328.677 (meters)     1078.33  (feet) COMP
 DQ2735  MODELED GRAVITY -    980,676.4   (mgal)                       NAVD 88
 DQ2735
 DQ2735  VERT ORDER      -  SECOND    CLASS I
 DQ2735
 DQ2735.The horizontal coordinates were determined by differentially corrected
 DQ2735.hand held GPS observations or other comparable positioning techniques
 DQ2735.and have an estimated accuracy of +/- 3 meters.
 DQ2735
 DQ2735.The orthometric height was determined by differential leveling and
 DQ2735.adjusted by the NATIONAL GEODETIC SURVEY
 DQ2735.in August 2019.
 DQ2735
 DQ2735.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ2735.GEOID18 height accuracy estimate available here.
 DQ2735
 DQ2735.Click photographs - Photos may exist for this station.
 DQ2735
 DQ2735.The dynamic height is computed by dividing the NAVD 88
 DQ2735.geopotential number by the normal gravity value computed on the
 DQ2735.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ2735.degrees latitude (g = 980.6199 gals.).
 DQ2735
 DQ2735.The modeled gravity was interpolated from observed gravity values.
 DQ2735
 DQ2735;                    North         East    Units  Estimated Accuracy
 DQ2735;SPC MN C     -   284,438.7     637,277.5     MT  (+/- 3 meters HH1 GPS) 
 DQ2735
 DQ2735_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQS0085068478(NAD 83)
 DQ2735
 DQ2735                          SUPERSEDED SURVEY CONTROL
 DQ2735
 DQ2735  NAVD 88 (02/13/18)  328.694  (m)         1078.39   (f) SUPERSEDED  2 1
 DQ2735
 DQ2735.Superseded values are not recommended for survey control.
 DQ2735
 DQ2735.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DQ2735.See file dsdata.pdf to determine how the superseded data were derived.
 DQ2735
 DQ2735_MARKER: F = FLANGE-ENCASED ROD
 DQ2735_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DQ2735_STAMPING: 1480 AX 2015
 DQ2735_MARK LOGO: MNDT
 DQ2735_PROJECTION: RECESSED 3 CENTIMETERS
 DQ2735_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DQ2735_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ2735_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ2735+SATELLITE: SATELLITE OBSERVATIONS - October 15, 2015
 DQ2735_ROD/PIPE-DEPTH: 7.0 meters
 DQ2735
 DQ2735  HISTORY     - Date     Condition        Report By
 DQ2735  HISTORY     - 20151015 MONUMENTED       MNDT
 DQ2735
 DQ2735                          STATION DESCRIPTION
 DQ2735
 DQ2735'DESCRIBED BY MN DEPT OF TRANSP 2015
 DQ2735'THE MARK IS LOCATED ABOUT 1.9 MI (3.1 KM) EAST-SOUTHEAST OF
 DQ2735'BARNESVILLE.
 DQ2735'
 DQ2735'TO REACH THE MARK GO 1.7 MI (2.7 KM) SOUTHEAST ALONG INTERSTATE
 DQ2735'HIGHWAY 94  FROM THE JUNCTION OF INTERSTATE HIGHWAY 94 AND TRUNK
 DQ2735'HIGHWAY 34 (JUNCTION IS 1.0 MI (1.6 KM) EAST OF BARNESVILLE), AT
 DQ2735'INTERSTATE HIGHWAY 94 MILE POINT 26.2.
 DQ2735'
 DQ2735'THE MARK IS LOCATED 95.5 FT (29.1 M) SOUTHWEST OF EASTBOUND INTERSTATE
 DQ2735'HIGHWAY 94, 4.6 FT (1.4 M) NORTHEAST OF RIGHT OF WAY FENCE, 1.5 FT
 DQ2735'(0.5 M) NORTHEAST OF A WITNESS POST.
 DQ2735'
 DQ2735'NOTE - THE STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM
 DQ2735'ROD DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION REMOVABLE
 DQ2735'DISK SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH
 DQ2735'PVC PIPE BACK FILLED WITH WASHED SAND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DQ2736 ***********************************************************************
 DQ2736  DESIGNATION -  1480 AY
 DQ2736  PID         -  DQ2736
 DQ2736  STATE/COUNTY-  MN/CLAY
 DQ2736  COUNTRY     -  US
 DQ2736  USGS QUAD   -  BARNESVILLE (2019)
 DQ2736
 DQ2736                         *CURRENT SURVEY CONTROL
 DQ2736  ______________________________________________________________________
 DQ2736* NAD 83(2011) POSITION- 46 39 22.67740(N) 096 23 29.33653(W)   ADJUSTED
 DQ2736* NAD 83(2011) ELLIP HT-   295.592 (meters)        (11/14/23)   ADJUSTED
 DQ2736* NAD 83(2011) EPOCH   -  2010.00
 DQ2736* NAVD 88 ORTHO HEIGHT -   322.105 (meters)     1056.77  (feet) ADJUSTED
 DQ2736  ______________________________________________________________________
 DQ2736  GEOID HEIGHT    -        -26.551 (meters)                     GEOID18
 DQ2736  NAD 83(2011) X  -   -488,227.616 (meters)                     COMP
 DQ2736  NAD 83(2011) Y  - -4,358,496.329 (meters)                     COMP
 DQ2736  NAD 83(2011) Z  -  4,615,838.072 (meters)                     COMP
 DQ2736  LAPLACE CORR    -         -1.06  (seconds)                    DEFLEC18
 DQ2736  DYNAMIC HEIGHT  -        322.130 (meters)     1056.85  (feet) COMP
 DQ2736  MODELED GRAVITY -    980,681.7   (mgal)                       NAVD 88
 DQ2736
 DQ2736  VERT ORDER      -  SECOND    CLASS I
 DQ2736
 DQ2736  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DQ2736  Standards:
 DQ2736         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DQ2736            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DQ2736  -------------------------------------------------------------------
 DQ2736  NETWORK    0.69   1.31           0.31   0.25   0.67     -0.10192829
 DQ2736  -------------------------------------------------------------------
 DQ2736  Click here for local accuracies and other accuracy information.
 DQ2736
 DQ2736.The horizontal coordinates were established by GPS observations
 DQ2736.and adjusted by the MN DEPT OF TRANSP in November 2023.
 DQ2736
 DQ2736.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DQ2736.been affixed to the stable North American tectonic plate. See 
 DQ2736.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DQ2736
 DQ2736.The horizontal coordinates are valid at the epoch date displayed above
 DQ2736.which is a decimal equivalence of Year/Month/Day.
 DQ2736
 DQ2736.The orthometric height was determined by differential leveling and
 DQ2736.adjusted by the NATIONAL GEODETIC SURVEY
 DQ2736.in August 2019.
 DQ2736
 DQ2736.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ2736.GEOID18 height accuracy estimate available here.
 DQ2736
 DQ2736.Click photographs - Photos may exist for this station.
 DQ2736
 DQ2736.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DQ2736
 DQ2736.The Laplace correction was computed from DEFLEC18 derived deflections.
 DQ2736
 DQ2736.The ellipsoidal height was determined by GPS observations
 DQ2736.and is referenced to NAD 83.
 DQ2736
 DQ2736.The dynamic height is computed by dividing the NAVD 88
 DQ2736.geopotential number by the normal gravity value computed on the
 DQ2736.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ2736.degrees latitude (g = 980.6199 gals.).
 DQ2736
 DQ2736.The modeled gravity was interpolated from observed gravity values.
 DQ2736
 DQ2736. The following values were computed from the NAD 83(2011) position.
 DQ2736
 DQ2736;                    North         East     Units Scale Factor Converg.
 DQ2736;SPC MN C     -   286,309.039   636,116.097   MT  0.99993773   -1 32 56.8
 DQ2736;SPC MN C     -   939,332.24  2,086,990.89   sFT  0.99993773   -1 32 56.8
 DQ2736;UTM  14      - 5,170,276.145   699,578.283   MT  1.00008961   +1 53 51.6
 DQ2736
 DQ2736!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DQ2736!SPC MN C     -   0.99995367  x   0.99993773  =   0.99989140
 DQ2736!UTM  14      -   0.99995367  x   1.00008961  =   1.00004327
 DQ2736
 DQ2736_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPS9957870276(NAD 83)
 DQ2736
 DQ2736                          SUPERSEDED SURVEY CONTROL
 DQ2736
 DQ2736  NAVD 88 (02/13/18)  322.149  (m)         1056.92   (f) SUPERSEDED  2 1
 DQ2736
 DQ2736.Superseded values are not recommended for survey control.
 DQ2736
 DQ2736.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DQ2736.See file dsdata.pdf to determine how the superseded data were derived.
 DQ2736
 DQ2736_MARKER: F = FLANGE-ENCASED ROD
 DQ2736_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DQ2736_STAMPING: 1480 AY 2015
 DQ2736_MARK LOGO: MNDT
 DQ2736_PROJECTION: FLUSH
 DQ2736_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DQ2736_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ2736_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ2736+SATELLITE: SATELLITE OBSERVATIONS - February 03, 2024
 DQ2736_ROD/PIPE-DEPTH: 5.5 meters
 DQ2736
 DQ2736  HISTORY     - Date     Condition        Report By
 DQ2736  HISTORY     - 20151015 MONUMENTED       MNDT
 DQ2736  HISTORY     - 20230510 GOOD             MNDT
 DQ2736  HISTORY     - 20240203 GOOD             MNDT
 DQ2736
 DQ2736                          STATION DESCRIPTION
 DQ2736
 DQ2736'DESCRIBED BY MN DEPT OF TRANSP 2015
 DQ2736'THE MARK IS LOCATED ABOUT 1.4 MI (2.3 KM) EAST-SOUTHEAST OF
 DQ2736'BARNESVILLE.
 DQ2736'
 DQ2736'TO REACH THE MARK GO 0.3 MI (0.5 KM) SOUTHEAST ALONG INTERSTATE
 DQ2736'HIGHWAY 94 FROM THE JUNCTION OF INTERSTATE HIGHWAY 94 AND TRUNK
 DQ2736'HIGHWAY 34 (JUNCTION IS 1.0 MI (1.6 KM) EAST OF BARNESVILLE), AT
 DQ2736'INTERSTATE HIGHWAY 94 MILE POINT 24.85.
 DQ2736'
 DQ2736'THE MARK IS LOCATED 105.5 FT (32.2 M) NORTHEAST OF WESTBOUND
 DQ2736'INTERSTATE HIGHWAY 94, 96.7 FT (29.5 M) NORTHEAST OF RAMP FROM
 DQ2736'WESTBOUND INTERSTATE HIGHWAY 94 TO TRUNK HIGHWAY 34, 24.3 FT (7.4 M)
 DQ2736'SOUTHWEST OF RIGHT-OF-WAY FENCE, 1.5 FT (0.5 M) SOUTHWEST OF A WITNESS
 DQ2736'POST.
 DQ2736'
 DQ2736'NOTE-THE STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM ROD
 DQ2736'DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION REMOVABLE DISK
 DQ2736'SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH PVC
 DQ2736'PIPE BACK FILLED WITH WASHED SAND.
 DQ2736
 DQ2736                          STATION RECOVERY (2023)
 DQ2736
 DQ2736'RECOVERY NOTE BY MN DEPT OF TRANSP 2023 (EXR)
 DQ2736'RECOVERED AS DESCRIBED.
 DQ2736
 DQ2736                          STATION RECOVERY (2024)
 DQ2736
 DQ2736'RECOVERY NOTE BY MN DEPT OF TRANSP 2024 (AJH)
 DQ2736'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DR9708 ***********************************************************************
 DR9708  DESIGNATION -  1480 AZ
 DR9708  PID         -  DR9708
 DR9708  STATE/COUNTY-  MN/CLAY
 DR9708  COUNTRY     -  US
 DR9708  USGS QUAD   -  FARGO SOUTH (2018)
 DR9708
 DR9708                         *CURRENT SURVEY CONTROL
 DR9708  ______________________________________________________________________
 DR9708* NAD 83(2011) POSITION- 46 50 48.56083(N) 096 45 01.15319(W)   ADJUSTED
 DR9708* NAD 83(2011) ELLIP HT-   250.313 (meters)        (04/09/24)   ADJUSTED
 DR9708* NAD 83(2011) EPOCH   -  2010.00
 DR9708* NAVD 88 ORTHO HEIGHT -   276.792 (meters)      908.11  (feet) ADJUSTED
 DR9708  ______________________________________________________________________
 DR9708  GEOID HEIGHT    -        -26.551 (meters)                     GEOID18
 DR9708  NAD 83(2011) X  -   -513,697.639 (meters)                     COMP
 DR9708  NAD 83(2011) Y  - -4,340,001.561 (meters)                     COMP
 DR9708  NAD 83(2011) Z  -  4,630,317.255 (meters)                     COMP
 DR9708  LAPLACE CORR    -         -2.20  (seconds)                    DEFLEC18
 DR9708  DYNAMIC HEIGHT  -        276.814 (meters)      908.18  (feet) COMP
 DR9708  MODELED GRAVITY -    980,686.8   (mgal)                       NAVD 88
 DR9708
 DR9708  VERT ORDER      -  SECOND    CLASS I
 DR9708
 DR9708  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DR9708  Standards:
 DR9708         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DR9708            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DR9708  -------------------------------------------------------------------
 DR9708  NETWORK    0.69   1.27           0.31   0.24   0.65     -0.15051713
 DR9708  -------------------------------------------------------------------
 DR9708  Click here for local accuracies and other accuracy information.
 DR9708
 DR9708.The horizontal coordinates were established by GPS observations
 DR9708.and adjusted by the MN DEPT OF TRANSP in April 2024.
 DR9708
 DR9708.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DR9708.been affixed to the stable North American tectonic plate. See 
 DR9708.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DR9708
 DR9708.The horizontal coordinates are valid at the epoch date displayed above
 DR9708.which is a decimal equivalence of Year/Month/Day.
 DR9708
 DR9708.The orthometric height was determined by differential leveling and
 DR9708.adjusted by the NATIONAL GEODETIC SURVEY
 DR9708.in April 2024.
 DR9708
 DR9708.Significant digits in the geoid height do not necessarily reflect accuracy.
 DR9708.GEOID18 height accuracy estimate available here.
 DR9708
 DR9708.Click photographs - Photos may exist for this station.
 DR9708
 DR9708.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DR9708
 DR9708.The Laplace correction was computed from DEFLEC18 derived deflections.
 DR9708
 DR9708.The ellipsoidal height was determined by GPS observations
 DR9708.and is referenced to NAD 83.
 DR9708
 DR9708.The dynamic height is computed by dividing the NAVD 88
 DR9708.geopotential number by the normal gravity value computed on the
 DR9708.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DR9708.degrees latitude (g = 980.6199 gals.).
 DR9708
 DR9708.The modeled gravity was interpolated from observed gravity values.
 DR9708
 DR9708. The following values were computed from the NAD 83(2011) position.
 DR9708
 DR9708;                    North         East     Units Scale Factor Converg.
 DR9708;SPC MN C     -   308,281.770   609,331.774   MT  0.99996193   -1 48 31.3
 DR9708;SPC MN C     - 1,011,421.11  1,999,116.00   sFT  0.99996193   -1 48 31.3
 DR9708;UTM  14      - 5,190,599.412   671,518.599   MT  0.99996159   +1 38 29.8
 DR9708
 DR9708!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DR9708!SPC MN C     -   0.99996076  x   0.99996193  =   0.99992270
 DR9708!UTM  14      -   0.99996076  x   0.99996159  =   0.99992236
 DR9708
 DR9708_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPS7151890599(NAD 83)
 DR9708
 DR9708                          SUPERSEDED SURVEY CONTROL
 DR9708
 DR9708.No superseded survey control is available for this station.
 DR9708
 DR9708_MARKER: F = FLANGE-ENCASED ROD
 DR9708_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DR9708_STAMPING: 1480 AZ 2022
 DR9708_MARK LOGO: MNDT
 DR9708_PROJECTION: RECESSED 5 CENTIMETERS
 DR9708_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DR9708_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DR9708_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DR9708+SATELLITE: SATELLITE OBSERVATIONS - June 22, 2023
 DR9708_ROD/PIPE-DEPTH: 21.0 meters
 DR9708
 DR9708  HISTORY     - Date     Condition        Report By
 DR9708  HISTORY     - 20220726 MONUMENTED       MNDT
 DR9708  HISTORY     - 20221007 GOOD             MNDT
 DR9708  HISTORY     - 20230622 GOOD             MNDT
 DR9708
 DR9708                          STATION DESCRIPTION
 DR9708
 DR9708'DESCRIBED BY MN DEPT OF TRANSP 2022 (RMJ)
 DR9708'THE MARK IS LOCATED ABOUT 8.4 MI (13.5 KM) WEST-SOUTHWEST OF GLYNDON,
 DR9708'6.5 MI (10.5 KM) NORTHWEST OF SABIN AND 3.0 MI (4.8 KM) SOUTHWEST OF
 DR9708'DILWORTH.
 DR9708'
 DR9708'THE MARK WAS LOCATED ABOUT IN MOORHEAD, 0.85 MI (1.37 KM) EAST ALONG
 DR9708'INTERSTATE HIGHWAY 94 FROM THE JUNCTION OF INTERSTATE HIGHWAY 94 AND
 DR9708'TRUNK HIGHWAY 75 IN MOORHEAD, AT INTERSTATE HIGHWAY 94 MILE POINT
 DR9708'1.45, 69.1 FT (21.1 M) SOUTH OF EASTBOUND INTERSTATE HIGHWAY 94 FOG
 DR9708'LINE.
 DR9708'
 DR9708'IT IS 75.6 FT (23.0 M) NORTH OF THE EXIT RAMP FROM EASTBOUND
 DR9708'INTERSTATE HIGHWAY 94 TO SOUTH 20TH STREET AND 1.5 FT (0.5 M) NORTH OF
 DR9708'A WITNESS POST.
 DR9708'
 DR9708'NOTE-THE STATION STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER
 DR9708'ALUMINUM ROD DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION
 DR9708'REMOVABLE DISK SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY
 DR9708'A SIX-INCH PVC PIPE BACK FILLED WITH WASHED SAND.
 DR9708
 DR9708                          STATION RECOVERY (2023)
 DR9708
 DR9708'RECOVERY NOTE BY MN DEPT OF TRANSP 2023 (BXG)
 DR9708'RECOVERED AS DESCRIBED
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 RP0423 ***********************************************************************
 RP0423  DESIGNATION -  1480 B
 RP0423  PID         -  RP0423
 RP0423  STATE/COUNTY-  MN/CLAY
 RP0423  COUNTRY     -  US
 RP0423  USGS QUAD   -  FARGO SOUTH (2018)
 RP0423
 RP0423                         *CURRENT SURVEY CONTROL
 RP0423  ______________________________________________________________________
 RP0423* NAD 83(2011) POSITION- 46 50 45.55015(N) 096 45 57.79521(W)   ADJUSTED
 RP0423* NAD 83(2011) ELLIP HT-   249.634 (meters)        (06/27/12)   ADJUSTED
 RP0423* NAD 83(2011) EPOCH   -  2010.00
 RP0423* NAVD 88 ORTHO HEIGHT -   276.083 (meters)      905.78  (feet) ADJUSTED
 RP0423  ______________________________________________________________________
 RP0423  GEOID HEIGHT    -        -26.539 (meters)                     GEOID18
 RP0423  NAD 83(2011) X  -   -514,897.356 (meters)                     COMP
 RP0423  NAD 83(2011) Y  - -4,339,927.224 (meters)                     COMP
 RP0423  NAD 83(2011) Z  -  4,630,253.170 (meters)                     COMP
 RP0423  LAPLACE CORR    -         -2.33  (seconds)                    DEFLEC18
 RP0423  DYNAMIC HEIGHT  -        276.105 (meters)      905.85  (feet) COMP
 RP0423  MODELED GRAVITY -    980,686.6   (mgal)                       NAVD 88
 RP0423
 RP0423  VERT ORDER      -  SECOND    CLASS I
 RP0423
 RP0423  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 RP0423  Standards:
 RP0423         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 RP0423            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 RP0423  -------------------------------------------------------------------
 RP0423  NETWORK    0.41   0.51           0.19   0.14   0.26      0.01662713
 RP0423  -------------------------------------------------------------------
 RP0423  Click here for local accuracies and other accuracy information.
 RP0423
 RP0423.The horizontal coordinates were established by GPS observations
 RP0423.and adjusted by the National Geodetic Survey in June 2012.
 RP0423
 RP0423.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 RP0423.been affixed to the stable North American tectonic plate. See 
 RP0423.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 RP0423
 RP0423.The horizontal coordinates are valid at the epoch date displayed above
 RP0423.which is a decimal equivalence of Year/Month/Day.
 RP0423
 RP0423.The orthometric height was determined by differential leveling and
 RP0423.adjusted by the NATIONAL GEODETIC SURVEY
 RP0423.in April 2024.
 RP0423
 RP0423.Significant digits in the geoid height do not necessarily reflect accuracy.
 RP0423.GEOID18 height accuracy estimate available here.
 RP0423
 RP0423.Click photographs - Photos may exist for this station.
 RP0423
 RP0423.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 RP0423
 RP0423.The Laplace correction was computed from DEFLEC18 derived deflections.
 RP0423
 RP0423.The ellipsoidal height was determined by GPS observations
 RP0423.and is referenced to NAD 83.
 RP0423
 RP0423.The dynamic height is computed by dividing the NAVD 88
 RP0423.geopotential number by the normal gravity value computed on the
 RP0423.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RP0423.degrees latitude (g = 980.6199 gals.).
 RP0423
 RP0423.The modeled gravity was interpolated from observed gravity values.
 RP0423
 RP0423. The following values were computed from the NAD 83(2011) position.
 RP0423
 RP0423;                    North         East     Units Scale Factor Converg.
 RP0423;SPC MN C     -   308,226.846   608,129.396   MT  0.99996180   -1 49 12.3
 RP0423;SPC MN C     - 1,011,240.91  1,995,171.19   sFT  0.99996180   -1 49 12.3
 RP0423;UTM  14      - 5,190,472.227   670,321.709   MT  0.99995656   +1 37 48.3
 RP0423
 RP0423!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RP0423!SPC MN C     -   0.99996087  x   0.99996180  =   0.99992267
 RP0423!UTM  14      -   0.99996087  x   0.99995656  =   0.99991743
 RP0423
 RP0423:                Primary Azimuth Mark                     Grid Az
 RP0423:SPC MN C     -  1480 AB                                  284 48 42.4
 RP0423:UTM  14      -  1480 AB                                  281 21 41.8
 RP0423
 RP0423_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPS7032190472(NAD 83)
 RP0423
 RP0423|---------------------------------------------------------------------|
 RP0423| PID    Reference Object                     Distance      Geod. Az  |
 RP0423|                                                           dddmmss.s |
 RP0423| DM1814 1406 U                              265.169 METERS 20808     |
 RP0423| DF8000 1480 AB                             APPROX. 0.7 KM 2825930.1 |
 RP0423| RP0424 1480 A                              128.022 METERS 30625     |
 RP0423|---------------------------------------------------------------------|
 RP0423
 RP0423                          SUPERSEDED SURVEY CONTROL
 RP0423
 RP0423  NAD 83(2007)-  46 50 45.55090(N)    096 45 57.79668(W) AD(2002.00) 1
 RP0423  ELLIP H (01/24/11)  249.653  (m)                       GP(2002.00) 1 2
 RP0423  NAVD 88 (08/26/19)  276.085  (m)          905.79   (f) SUPERSEDED  2 1
 RP0423  NAVD 88 (11/28/11)  276.154  (m)          906.02   (f) SUPERSEDED  2 1
 RP0423  NAVD 88             276.16   (m)          906.0    (f) LEVELING    3  
 RP0423  NAVD 88 (04/16/04)  276.162  (m)          906.04   (f) SUPERSEDED  2 1
 RP0423  NAVD 88 (06/15/91)  276.187  (m)          906.12   (f) SUPERSEDED  2 0
 RP0423  NGVD 29 (??/??/92)  275.903  (m)          905.19   (f) ADJ UNCH    2 0
 RP0423
 RP0423.Superseded values are not recommended for survey control.
 RP0423
 RP0423.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RP0423.See file dsdata.pdf to determine how the superseded data were derived.
 RP0423
 RP0423_MARKER: DB = BENCH MARK DISK
 RP0423_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 RP0423_STAMPING: 1480 B 1959
 RP0423_MARK LOGO: MNHD
 RP0423_PROJECTION: FLUSH
 RP0423_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 RP0423_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RP0423_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 RP0423+SATELLITE: SATELLITE OBSERVATIONS - September 27, 2022
 RP0423
 RP0423  HISTORY     - Date     Condition        Report By
 RP0423  HISTORY     - 19590401 MONUMENTED       MNHD
 RP0423  HISTORY     - 1968     GOOD             MNDT
 RP0423  HISTORY     - 19940809 GOOD             MNDT
 RP0423  HISTORY     - 20000404 GOOD             MNDT
 RP0423  HISTORY     - 20090916 GOOD             MNDT
 RP0423  HISTORY     - 20110215 GOOD             INDIV
 RP0423  HISTORY     - 20220927 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.
 RP0423
 RP0423                          STATION RECOVERY (2000)
 RP0423
 RP0423'RECOVERY NOTE BY MN DEPT OF TRANSP 2000 (DJS)
 RP0423'RECOVERED AS DESCRIBED.
 RP0423
 RP0423                          STATION RECOVERY (2009)
 RP0423
 RP0423'RECOVERY NOTE BY MN DEPT OF TRANSP 2009 (KMS)
 RP0423'THE MARK WAS RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.
 RP0423'THE MARK IS AT MOORHEAD, 0.1 MILE EAST ON EASTBOUND ENTRANCE RAMP TO
 RP0423'INTERSTATE HIGHWAY 94 FROM JUNCTION OF TRUNK HIGHWAY 75 AND INTERSTATE
 RP0423'HIGHWAY 94, AT INTERSTATE HIGHWAY 94 MILEPOINT 0.5, 105 FEET
 RP0423'SOUTH-SOUTHEAST OF EASTBOUND INTERSTATE HIGHWAY 94 ACCESS RAMP, 128.5
 RP0423'FEET WEST-SOUTHWEST OF TEE-FENCE JUNCTION, 96 FEET EAST-NORTHEAST OF
 RP0423'HIGH TENSION POWER POLE, 88.7 FEET WEST-SOUTHWEST OF TELEPHONE CABLE
 RP0423'PEDESTAL, 2.0 FEET NORTH-NORTHWEST OF RIGHT-OF-WAY FENCE, 1.0 FOOT
 RP0423'NORTH OF WITNESS POST.
 RP0423
 RP0423                          STATION RECOVERY (2011)
 RP0423
 RP0423'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2011
 RP0423'RECOVERED AS DESCRIBED
 RP0423
 RP0423                          STATION RECOVERY (2022)
 RP0423
 RP0423'RECOVERY NOTE BY MN DEPT OF TRANSP 2022 (TJD)
 RP0423'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DR9707 ***********************************************************************
 DR9707  DESIGNATION -  1480 BA
 DR9707  PID         -  DR9707
 DR9707  STATE/COUNTY-  MN/CLAY
 DR9707  COUNTRY     -  US
 DR9707  USGS QUAD   -  SABIN (2019)
 DR9707
 DR9707                         *CURRENT SURVEY CONTROL
 DR9707  ______________________________________________________________________
 DR9707* NAD 83(2011) POSITION- 46 50 48.58819(N) 096 43 08.13864(W)   ADJUSTED
 DR9707* NAD 83(2011) ELLIP HT-   251.328 (meters)        (04/09/24)   ADJUSTED
 DR9707* NAD 83(2011) EPOCH   -  2010.00
 DR9707* NAVD 88 ORTHO HEIGHT -   277.825 (meters)      911.50  (feet) ADJUSTED
 DR9707  ______________________________________________________________________
 DR9707  GEOID HEIGHT    -        -26.574 (meters)                     GEOID18
 DR9707  NAD 83(2011) X  -   -511,319.641 (meters)                     COMP
 DR9707  NAD 83(2011) Y  - -4,340,282.447 (meters)                     COMP
 DR9707  NAD 83(2011) Z  -  4,630,318.574 (meters)                     COMP
 DR9707  LAPLACE CORR    -         -2.01  (seconds)                    DEFLEC18
 DR9707  DYNAMIC HEIGHT  -        277.847 (meters)      911.57  (feet) COMP
 DR9707  MODELED GRAVITY -    980,687.8   (mgal)                       NAVD 88
 DR9707
 DR9707  VERT ORDER      -  SECOND    CLASS I
 DR9707
 DR9707  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DR9707  Standards:
 DR9707         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DR9707            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DR9707  -------------------------------------------------------------------
 DR9707  NETWORK    0.66   1.22           0.30   0.23   0.62     -0.12364175
 DR9707  -------------------------------------------------------------------
 DR9707  Click here for local accuracies and other accuracy information.
 DR9707
 DR9707.The horizontal coordinates were established by GPS observations
 DR9707.and adjusted by the MN DEPT OF TRANSP in April 2024.
 DR9707
 DR9707.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DR9707.been affixed to the stable North American tectonic plate. See 
 DR9707.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DR9707
 DR9707.The horizontal coordinates are valid at the epoch date displayed above
 DR9707.which is a decimal equivalence of Year/Month/Day.
 DR9707
 DR9707.The orthometric height was determined by differential leveling and
 DR9707.adjusted by the NATIONAL GEODETIC SURVEY
 DR9707.in April 2024.
 DR9707
 DR9707.Significant digits in the geoid height do not necessarily reflect accuracy.
 DR9707.GEOID18 height accuracy estimate available here.
 DR9707
 DR9707.Click photographs - Photos may exist for this station.
 DR9707
 DR9707.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DR9707
 DR9707.The Laplace correction was computed from DEFLEC18 derived deflections.
 DR9707
 DR9707.The ellipsoidal height was determined by GPS observations
 DR9707.and is referenced to NAD 83.
 DR9707
 DR9707.The dynamic height is computed by dividing the NAVD 88
 DR9707.geopotential number by the normal gravity value computed on the
 DR9707.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DR9707.degrees latitude (g = 980.6199 gals.).
 DR9707
 DR9707.The modeled gravity was interpolated from observed gravity values.
 DR9707
 DR9707. The following values were computed from the NAD 83(2011) position.
 DR9707
 DR9707;                    North         East     Units Scale Factor Converg.
 DR9707;SPC MN C     -   308,207.517   611,724.967   MT  0.99996193   -1 47 09.6
 DR9707;SPC MN C     - 1,011,177.50  2,006,967.66   sFT  0.99996193   -1 47 09.6
 DR9707;UTM  14      - 5,190,669.328   673,911.934   MT  0.99997175   +1 39 52.3
 DR9707
 DR9707!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DR9707!SPC MN C     -   0.99996061  x   0.99996193  =   0.99992254
 DR9707!UTM  14      -   0.99996061  x   0.99997175  =   0.99993236
 DR9707
 DR9707_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPS7391190669(NAD 83)
 DR9707
 DR9707                          SUPERSEDED SURVEY CONTROL
 DR9707
 DR9707.No superseded survey control is available for this station.
 DR9707
 DR9707_MARKER: F = FLANGE-ENCASED ROD
 DR9707_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DR9707_STAMPING: 1480 BA 2022
 DR9707_MARK LOGO: MNDT
 DR9707_PROJECTION: RECESSED 8 CENTIMETERS
 DR9707_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DR9707_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DR9707_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DR9707+SATELLITE: SATELLITE OBSERVATIONS - June 21, 2023
 DR9707_ROD/PIPE-DEPTH: 4.57 meters
 DR9707
 DR9707  HISTORY     - Date     Condition        Report By
 DR9707  HISTORY     - 20220726 MONUMENTED       MNDT
 DR9707  HISTORY     - 20221006 GOOD             MNDT
 DR9707  HISTORY     - 20230621 GOOD             MNDT
 DR9707
 DR9707                          STATION DESCRIPTION
 DR9707
 DR9707'DESCRIBED BY MN DEPT OF TRANSP 2022 (BJG)
 DR9707'THE MARK IS LOCATED ABOUT 6.9 MI (11.1 KM) WEST-SOUTHWEST OF GLYNDON,
 DR9707'5.6 MI (9.0 KM) NORTHWEST OF SABIN AND 2.2 MI (3.5 KM) SOUTH-SOUTHWEST
 DR9707'OF DILWORTH.
 DR9707'
 DR9707'THE MARK WAS LOCATED ABOUT IN MOORHEAD, 2.3 MI (3.7 KM) EAST ALONG
 DR9707'INTERSTATE HIGHWAY 94 FROM THE JUNCTION OF INTERSTATE HIGHWAY 94 AND
 DR9707'TRUNK HIGHWAY 75 IN MOORHEAD, AT INTERSTATE HIGHWAY 94 MILE POINT
 DR9707'2.95, 84.3 FT (25.7 M) SOUTH OF THE EASTBOUND INTERSTATE HIGHWAY 94
 DR9707'FOG LINE.
 DR9707'
 DR9707'IT IS 319.0 FT (97.2 M) EAST OF THE 34TH STREET FOG LINE AND 1.5 FT
 DR9707'(0.5 M) NORTH OF A WITNESS POST.
 DR9707'
 DR9707'NOTE-THE STATION STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER
 DR9707'ALUMINUM ROD DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION
 DR9707'REMOVABLE DISK SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY
 DR9707'A SIX-INCH PVC PIPE BACK FILLED WITH WASHED SAND.
 DR9707
 DR9707                          STATION RECOVERY (2023)
 DR9707
 DR9707'RECOVERY NOTE BY MN DEPT OF TRANSP 2023 (SXR)
 DR9707'RECOVERED AS DESCRIBED
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DR9704 ***********************************************************************
 DR9704  DESIGNATION -  1480 BB
 DR9704  PID         -  DR9704
 DR9704  STATE/COUNTY-  MN/CLAY
 DR9704  COUNTRY     -  US
 DR9704  USGS QUAD   -  GLYNDON SOUTH (2019)
 DR9704
 DR9704                         *CURRENT SURVEY CONTROL
 DR9704  ______________________________________________________________________
 DR9704* NAD 83(2011) POSITION- 46 49 57.42344(N) 096 37 11.53672(W)   ADJUSTED
 DR9704* NAD 83(2011) ELLIP HT-   252.452 (meters)        (04/09/24)   ADJUSTED
 DR9704* NAD 83(2011) EPOCH   -  2010.00
 DR9704* NAVD 88 ORTHO HEIGHT -   279.021 (meters)      915.42  (feet) ADJUSTED
 DR9704  ______________________________________________________________________
 DR9704  GEOID HEIGHT    -        -26.651 (meters)                     GEOID18
 DR9704  NAD 83(2011) X  -   -503,948.117 (meters)                     COMP
 DR9704  NAD 83(2011) Y  - -4,342,305.576 (meters)                     COMP
 DR9704  NAD 83(2011) Z  -  4,629,238.590 (meters)                     COMP
 DR9704  LAPLACE CORR    -         -2.24  (seconds)                    DEFLEC18
 DR9704  DYNAMIC HEIGHT  -        279.042 (meters)      915.49  (feet) COMP
 DR9704  MODELED GRAVITY -    980,682.9   (mgal)                       NAVD 88
 DR9704
 DR9704  VERT ORDER      -  SECOND    CLASS I
 DR9704
 DR9704  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DR9704  Standards:
 DR9704         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DR9704            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DR9704  -------------------------------------------------------------------
 DR9704  NETWORK    0.65   1.18           0.29   0.23   0.60     -0.12310302
 DR9704  -------------------------------------------------------------------
 DR9704  Click here for local accuracies and other accuracy information.
 DR9704
 DR9704.The horizontal coordinates were established by GPS observations
 DR9704.and adjusted by the MN DEPT OF TRANSP in April 2024.
 DR9704
 DR9704.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DR9704.been affixed to the stable North American tectonic plate. See 
 DR9704.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DR9704
 DR9704.The horizontal coordinates are valid at the epoch date displayed above
 DR9704.which is a decimal equivalence of Year/Month/Day.
 DR9704
 DR9704.The orthometric height was determined by differential leveling and
 DR9704.adjusted by the NATIONAL GEODETIC SURVEY
 DR9704.in April 2024.
 DR9704
 DR9704.Significant digits in the geoid height do not necessarily reflect accuracy.
 DR9704.GEOID18 height accuracy estimate available here.
 DR9704
 DR9704.Click photographs - Photos may exist for this station.
 DR9704
 DR9704.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DR9704
 DR9704.The Laplace correction was computed from DEFLEC18 derived deflections.
 DR9704
 DR9704.The ellipsoidal height was determined by GPS observations
 DR9704.and is referenced to NAD 83.
 DR9704
 DR9704.The dynamic height is computed by dividing the NAVD 88
 DR9704.geopotential number by the normal gravity value computed on the
 DR9704.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DR9704.degrees latitude (g = 980.6199 gals.).
 DR9704
 DR9704.The modeled gravity was interpolated from observed gravity values.
 DR9704
 DR9704. The following values were computed from the NAD 83(2011) position.
 DR9704
 DR9704;                    North         East     Units Scale Factor Converg.
 DR9704;SPC MN C     -   306,397.582   619,229.203   MT  0.99995974   -1 42 51.6
 DR9704;SPC MN C     - 1,005,239.40  2,031,587.81   sFT  0.99995974   -1 42 51.6
 DR9704;UTM  14      - 5,189,314.307   681,511.710   MT  1.00000496   +1 44 11.2
 DR9704
 DR9704!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DR9704!SPC MN C     -   0.99996043  x   0.99995974  =   0.99992017
 DR9704!UTM  14      -   0.99996043  x   1.00000496  =   0.99996539
 DR9704
 DR9704_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPS8151189314(NAD 83)
 DR9704
 DR9704                          SUPERSEDED SURVEY CONTROL
 DR9704
 DR9704.No superseded survey control is available for this station.
 DR9704
 DR9704_MARKER: F = FLANGE-ENCASED ROD
 DR9704_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DR9704_STAMPING: 1480 BB 2022
 DR9704_MARK LOGO: MNDT
 DR9704_PROJECTION: RECESSED 5 CENTIMETERS
 DR9704_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DR9704_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DR9704_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DR9704+SATELLITE: SATELLITE OBSERVATIONS - June 21, 2023
 DR9704_ROD/PIPE-DEPTH: 25.6 meters
 DR9704
 DR9704  HISTORY     - Date     Condition        Report By
 DR9704  HISTORY     - 20220727 MONUMENTED       MNDT
 DR9704  HISTORY     - 20221004 GOOD             MNDT
 DR9704  HISTORY     - 20230621 GOOD             MNDT
 DR9704
 DR9704                          STATION DESCRIPTION
 DR9704
 DR9704'DESCRIBED BY MN DEPT OF TRANSP 2022 (RMJ)
 DR9704'THE MARK IS LOCATED ABOUT 5.0 MI (8.0 KM) SOUTHEAST OF DILWORTH, 4.0
 DR9704'MI (6.4 KM) NORTH-NORTHEAST OF SABIN AND 3.5 MI (5.6 KM)
 DR9704'SOUTH-SOUTHWEST OF GLYNDON.
 DR9704'
 DR9704'THE MARK WAS LOCATED ABOUT 7.0 MI (11.3 KM) EAST OF MOORHEAD, 1.9 MI
 DR9704'(3.1 KM) EAST AND SOUTHEAST ALONG INTERSTATE HIGHWAY 94 FROM THE
 DR9704'JUNCTION OF INTERSTATE HIGHWAY 94 AND TRUNK HIGHWAY 336 (THE JUNCTION
 DR9704'IS 5.0 MI (8.0 KM) EAST OF MOORHEAD), AT INTERSTATE HIGHWAY 94 MILE
 DR9704'POINT 8.0.
 DR9704'
 DR9704'IT IS 42.9 FT (13.1 M) SOUTHWEST OF THE EASTBOUND INTERSTATE HIGHWAY
 DR9704'94 FOG LINE, 23.9 FT (7.3 M) SOUTHWEST OF MILEPOST NUMBER 8 AND 1.5 FT
 DR9704'(0.5 M) NORTHEAST OF A WITNESS POST.
 DR9704'
 DR9704'NOTE-THE STATION STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER
 DR9704'ALUMINUM ROD DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION
 DR9704'REMOVABLE DISK SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY
 DR9704'A SIX-INCH PVC PIPE BACK FILLED WITH WASHED SAND.
 DR9704
 DR9704                          STATION RECOVERY (2023)
 DR9704
 DR9704'RECOVERY NOTE BY MN DEPT OF TRANSP 2023 (CXR)
 DR9704'RECOVERED AS DESCRIBED
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DS3195 ***********************************************************************
 DS3195  HT_MOD      -  This is a Height Modernization Survey Station.
 DS3195  DESIGNATION -  1480 BC
 DS3195  PID         -  DS3195
 DS3195  STATE/COUNTY-  MN/CLAY
 DS3195  COUNTRY     -  US
 DS3195  USGS QUAD   -  GLYNDON SOUTH (2019)
 DS3195
 DS3195                         *CURRENT SURVEY CONTROL
 DS3195  ______________________________________________________________________
 DS3195* NAD 83(2011) POSITION- 46 45 10.18589(N) 096 31 19.98262(W)   ADJUSTED
 DS3195* NAD 83(2011) ELLIP HT-   261.490 (meters)        (01/09/25)   ADJUSTED
 DS3195* NAD 83(2011) EPOCH   -  2010.00
 DS3195* NAVD 88 ORTHO HEIGHT -   288.09  (meters)      945.2   (feet) GPS OBS
 DS3195  ______________________________________________________________________
 DS3195  GEOID HEIGHT    -        -26.639 (meters)                     GEOID18
 DS3195  NAD 83(2011) X  -   -497,281.526 (meters)                     COMP
 DS3195  NAD 83(2011) Y  - -4,349,587.787 (meters)                     COMP
 DS3195  NAD 83(2011) Z  -  4,623,172.317 (meters)                     COMP
 DS3195  LAPLACE CORR    -         -1.06  (seconds)                    DEFLEC18
 DS3195
 DS3195  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DS3195  Standards:
 DS3195         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DS3195            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DS3195  -------------------------------------------------------------------
 DS3195  NETWORK    1.17   1.45           0.54   0.39   0.74      0.01987787
 DS3195  -------------------------------------------------------------------
 DS3195  Click here for local accuracies and other accuracy information.
 DS3195
 DS3195.The horizontal coordinates were established by GPS observations
 DS3195.and adjusted by the MN DEPT OF TRANSP in January 2025.
 DS3195
 DS3195.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DS3195.been affixed to the stable North American tectonic plate. See 
 DS3195.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DS3195
 DS3195.The horizontal coordinates are valid at the epoch date displayed above
 DS3195.which is a decimal equivalence of Year/Month/Day.
 DS3195
 DS3195.The orthometric height was determined by GPS observations and a
 DS3195.high-resolution geoid model using precise GPS observation and
 DS3195.processing techniques.
 DS3195
 DS3195.Significant digits in the geoid height do not necessarily reflect accuracy.
 DS3195.GEOID18 height accuracy estimate available here.
 DS3195
 DS3195.Click photographs - Photos may exist for this station.
 DS3195
 DS3195.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DS3195
 DS3195.The Laplace correction was computed from DEFLEC18 derived deflections.
 DS3195
 DS3195.The ellipsoidal height was determined by GPS observations
 DS3195.and is referenced to NAD 83.
 DS3195
 DS3195. The following values were computed from the NAD 83(2011) position.
 DS3195
 DS3195;                    North         East     Units Scale Factor Converg.
 DS3195;SPC MN C     -   297,313.552   626,421.624   MT  0.99994861   -1 38 37.3
 DS3195;SPC MN C     -   975,436.21  2,055,184.94   sFT  0.99994861   -1 38 37.3
 DS3195;UTM  14      - 5,180,678.963   689,238.268   MT  1.00004018   +1 48 19.3
 DS3195
 DS3195!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DS3195!SPC MN C     -   0.99995901  x   0.99994861  =   0.99990762
 DS3195!UTM  14      -   0.99995901  x   1.00004018  =   0.99999919
 DS3195
 DS3195_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPS8923880678(NAD 83)
 DS3195
 DS3195                          SUPERSEDED SURVEY CONTROL
 DS3195
 DS3195.No superseded survey control is available for this station.
 DS3195
 DS3195_MARKER: I = METAL ROD
 DS3195_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DS3195_STAMPING: 1480 BC 2023
 DS3195_MARK LOGO: MNDT
 DS3195_PROJECTION: RECESSED 5 CENTIMETERS
 DS3195_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DS3195_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DS3195_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DS3195+SATELLITE: SATELLITE OBSERVATIONS - July 23, 2024
 DS3195_ROD/PIPE-DEPTH: 16.5 meters
 DS3195
 DS3195  HISTORY     - Date     Condition        Report By
 DS3195  HISTORY     - 20230822 MONUMENTED       MNDT
 DS3195  HISTORY     - 20240723 GOOD             MNDT
 DS3195
 DS3195                          STATION DESCRIPTION
 DS3195
 DS3195'DESCRIBED BY MN DEPT OF TRANSP 2024 (JMH)
 DS3195'8.2 MILES NORTHWEST OF BARNESVILLE, 7.4 MILES NORTHWEST ALONG
 DS3195'INTERSTATE HIGHWAY 94 FROM THE JUNCTION OF INTERSTATE HIGHWAY 94 AND
 DS3195'TRUNK HIGHWAY 9 (THE JUNCTION IS 1.5 MILES NORTH OF BARNESVILLE), AT
 DS3195'INTERSTATE HIGHWAY 94 MILEPOINT 15.45, 38.2 FEET WEST OF EASTBOUND
 DS3195'INTERSTATE HIGHWAY 94, 67.0 FEET EAST OF THE ENTRANCE RAMP FROM COUNTY
 DS3195'ROAD 10 TO EASTBOUND INTERSTATE HIGHWAY 94, 1.5 FEET EAST-NORTHEAST OF
 DS3195'A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DS3196 ***********************************************************************
 DS3196  HT_MOD      -  This is a Height Modernization Survey Station.
 DS3196  DESIGNATION -  1480 BD
 DS3196  PID         -  DS3196
 DS3196  STATE/COUNTY-  MN/CLAY
 DS3196  COUNTRY     -  US
 DS3196  USGS QUAD   -  BARNESVILLE (2019)
 DS3196
 DS3196                         *CURRENT SURVEY CONTROL
 DS3196  ______________________________________________________________________
 DS3196* NAD 83(2011) POSITION- 46 43 30.30401(N) 096 29 43.08962(W)   ADJUSTED
 DS3196* NAD 83(2011) ELLIP HT-   263.375 (meters)        (01/09/25)   ADJUSTED
 DS3196* NAD 83(2011) EPOCH   -  2010.00
 DS3196* NAVD 88 ORTHO HEIGHT -   289.92  (meters)      951.2   (feet) GPS OBS
 DS3196  ______________________________________________________________________
 DS3196  GEOID HEIGHT    -        -26.587 (meters)                     GEOID18
 DS3196  NAD 83(2011) X  -   -495,492.489 (meters)                     COMP
 DS3196  NAD 83(2011) Y  - -4,352,053.964 (meters)                     COMP
 DS3196  NAD 83(2011) Z  -  4,621,059.866 (meters)                     COMP
 DS3196  LAPLACE CORR    -         -0.82  (seconds)                    DEFLEC18
 DS3196
 DS3196  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DS3196  Standards:
 DS3196         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DS3196            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DS3196  -------------------------------------------------------------------
 DS3196  NETWORK    0.68   0.90           0.31   0.23   0.46     -0.00663468
 DS3196  -------------------------------------------------------------------
 DS3196  Click here for local accuracies and other accuracy information.
 DS3196
 DS3196.The horizontal coordinates were established by GPS observations
 DS3196.and adjusted by the MN DEPT OF TRANSP in January 2025.
 DS3196
 DS3196.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DS3196.been affixed to the stable North American tectonic plate. See 
 DS3196.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DS3196
 DS3196.The horizontal coordinates are valid at the epoch date displayed above
 DS3196.which is a decimal equivalence of Year/Month/Day.
 DS3196
 DS3196.The orthometric height was determined by GPS observations and a
 DS3196.high-resolution geoid model using precise GPS observation and
 DS3196.processing techniques.
 DS3196
 DS3196.Significant digits in the geoid height do not necessarily reflect accuracy.
 DS3196.GEOID18 height accuracy estimate available here.
 DS3196
 DS3196.Click photographs - Photos may exist for this station.
 DS3196
 DS3196.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DS3196
 DS3196.The Laplace correction was computed from DEFLEC18 derived deflections.
 DS3196
 DS3196.The ellipsoidal height was determined by GPS observations
 DS3196.and is referenced to NAD 83.
 DS3196
 DS3196. The following values were computed from the NAD 83(2011) position.
 DS3196
 DS3196;                    North         East     Units Scale Factor Converg.
 DS3196;SPC MN C     -   294,172.031   628,389.712   MT  0.99994519   -1 37 27.2
 DS3196;SPC MN C     -   965,129.41  2,061,641.91   sFT  0.99994519   -1 37 27.2
 DS3196;UTM  14      - 5,177,661.224   691,391.983   MT  1.00005026   +1 49 27.0
 DS3196
 DS3196!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DS3196!SPC MN C     -   0.99995872  x   0.99994519  =   0.99990391
 DS3196!UTM  14      -   0.99995872  x   1.00005026  =   1.00000897
 DS3196
 DS3196_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPS9139177661(NAD 83)
 DS3196
 DS3196                          SUPERSEDED SURVEY CONTROL
 DS3196
 DS3196.No superseded survey control is available for this station.
 DS3196
 DS3196_MARKER: I = METAL ROD
 DS3196_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DS3196_STAMPING: 1480 BD 2023
 DS3196_MARK LOGO: MNDT
 DS3196_PROJECTION: RECESSED 5 CENTIMETERS
 DS3196_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DS3196_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DS3196_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DS3196+SATELLITE: SATELLITE OBSERVATIONS - July 23, 2024
 DS3196_ROD/PIPE-DEPTH: 12.5 meters
 DS3196
 DS3196  HISTORY     - Date     Condition        Report By
 DS3196  HISTORY     - 20230822 MONUMENTED       MNDT
 DS3196  HISTORY     - 20240723 GOOD             MNDT
 DS3196
 DS3196                          STATION DESCRIPTION
 DS3196
 DS3196'DESCRIBED BY MN DEPT OF TRANSP 2024 (ADW)
 DS3196'6.2 MILES NORTHWEST OF BARNESVILLE, 5.05 MILES NORTHWEST ALONG
 DS3196'INTERSTATE HIGHWAY 94 FROM THE JUNCTION OF INTERSTATE HIGHWAY 94 AND
 DS3196'TRUNK HIGHWAY 9 (THE JUNCTION IS 1.5 MILES NORTH OF BARNESVILLE), AT
 DS3196'INTERSTATE HIGHWAY 94 MILEPOINT 17.8, 94.0 FEET SOUTHWEST OF EASTBOUND
 DS3196'INTERSTATE HIGHWAY 94, 6.0 FEET NORTHEAST OF A RIGHT-OF-WAY POST, 4.11
 DS3196'FEET NORTHEAST OF RIGHT-OF-WAY FENCE, 1.5 FEET SOUTHWEST OF A WITNESS
 DS3196'POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DS3197 ***********************************************************************
 DS3197  HT_MOD      -  This is a Height Modernization Survey Station.
 DS3197  DESIGNATION -  1480 BE
 DS3197  PID         -  DS3197
 DS3197  STATE/COUNTY-  MN/CLAY
 DS3197  COUNTRY     -  US
 DS3197  USGS QUAD   -  BARNESVILLE (2019)
 DS3197
 DS3197                         *CURRENT SURVEY CONTROL
 DS3197  ______________________________________________________________________
 DS3197* NAD 83(2011) POSITION- 46 42 35.37056(N) 096 28 23.11688(W)   ADJUSTED
 DS3197* NAD 83(2011) ELLIP HT-   264.804 (meters)        (01/09/25)   ADJUSTED
 DS3197* NAD 83(2011) EPOCH   -  2010.00
 DS3197* NAVD 88 ORTHO HEIGHT -   291.33  (meters)      955.8   (feet) GPS OBS
 DS3197  ______________________________________________________________________
 DS3197  GEOID HEIGHT    -        -26.559 (meters)                     GEOID18
 DS3197  NAD 83(2011) X  -   -493,944.411 (meters)                     COMP
 DS3197  NAD 83(2011) Y  - -4,353,473.778 (meters)                     COMP
 DS3197  NAD 83(2011) Z  -  4,619,897.878 (meters)                     COMP
 DS3197  LAPLACE CORR    -         -0.87  (seconds)                    DEFLEC18
 DS3197
 DS3197  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DS3197  Standards:
 DS3197         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DS3197            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DS3197  -------------------------------------------------------------------
 DS3197  NETWORK    0.65   0.86           0.30   0.22   0.44     -0.05650823
 DS3197  -------------------------------------------------------------------
 DS3197  Click here for local accuracies and other accuracy information.
 DS3197
 DS3197.The horizontal coordinates were established by GPS observations
 DS3197.and adjusted by the MN DEPT OF TRANSP in January 2025.
 DS3197
 DS3197.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DS3197.been affixed to the stable North American tectonic plate. See 
 DS3197.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DS3197
 DS3197.The horizontal coordinates are valid at the epoch date displayed above
 DS3197.which is a decimal equivalence of Year/Month/Day.
 DS3197
 DS3197.The orthometric height was determined by GPS observations and a
 DS3197.high-resolution geoid model using precise GPS observation and
 DS3197.processing techniques.
 DS3197
 DS3197.Significant digits in the geoid height do not necessarily reflect accuracy.
 DS3197.GEOID18 height accuracy estimate available here.
 DS3197
 DS3197.Click photographs - Photos may exist for this station.
 DS3197
 DS3197.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DS3197
 DS3197.The Laplace correction was computed from DEFLEC18 derived deflections.
 DS3197
 DS3197.The ellipsoidal height was determined by GPS observations
 DS3197.and is referenced to NAD 83.
 DS3197
 DS3197. The following values were computed from the NAD 83(2011) position.
 DS3197
 DS3197;                    North         East     Units Scale Factor Converg.
 DS3197;SPC MN C     -   292,428.595   630,039.545   MT  0.99994341   -1 36 29.4
 DS3197;SPC MN C     -   959,409.48  2,067,054.74   sFT  0.99994341   -1 36 29.4
 DS3197;UTM  14      - 5,176,019.996   693,143.883   MT  1.00005854   +1 50 23.6
 DS3197
 DS3197!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DS3197!SPC MN C     -   0.99995849  x   0.99994341  =   0.99990190
 DS3197!UTM  14      -   0.99995849  x   1.00005854  =   1.00001703
 DS3197
 DS3197_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPS9314376019(NAD 83)
 DS3197
 DS3197                          SUPERSEDED SURVEY CONTROL
 DS3197
 DS3197.No superseded survey control is available for this station.
 DS3197
 DS3197_MARKER: I = METAL ROD
 DS3197_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DS3197_STAMPING: 1480 BE 2023
 DS3197_MARK LOGO: MNDT
 DS3197_PROJECTION: RECESSED 8 CENTIMETERS
 DS3197_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DS3197_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DS3197_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DS3197+SATELLITE: SATELLITE OBSERVATIONS - July 23, 2024
 DS3197_ROD/PIPE-DEPTH: 12.5 meters
 DS3197
 DS3197  HISTORY     - Date     Condition        Report By
 DS3197  HISTORY     - 20230822 MONUMENTED       MNDT
 DS3197  HISTORY     - 20240723 GOOD             MNDT
 DS3197
 DS3197                          STATION DESCRIPTION
 DS3197
 DS3197'DESCRIBED BY MN DEPT OF TRANSP 2024 (ADW)
 DS3197'4.7 MILES NORTHWEST OF BARNESVILLE, 3.40 MILES NORTHWEST ALONG
 DS3197'INTERSTATE HIGHWAY 94 FROM THE JUNCTION OF INTERSTATE HIGHWAY 94 AND
 DS3197'TRUNK HIGHWAY 9 (THE JUNCTION IS 1.5 MILES NORTH OF BARNESVILLE), AT
 DS3197'INTERSTATE HIGHWAY 94 MILEPOINT 19.3, 103.4 FEET SOUTHWEST OF
 DS3197'EASTBOUND INTERSTATE HIGHWAY 94, 1.5 FEET NORTHEAST OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DS3198 ***********************************************************************
 DS3198  HT_MOD      -  This is a Height Modernization Survey Station.
 DS3198  DESIGNATION -  1480 BF
 DS3198  PID         -  DS3198
 DS3198  STATE/COUNTY-  MN/CLAY
 DS3198  COUNTRY     -  US
 DS3198  USGS QUAD   -  BARNESVILLE (2019)
 DS3198
 DS3198                         *CURRENT SURVEY CONTROL
 DS3198  ______________________________________________________________________
 DS3198* NAD 83(2011) POSITION- 46 40 52.38862(N) 096 25 50.79680(W)   ADJUSTED
 DS3198* NAD 83(2011) ELLIP HT-   277.387 (meters)        (01/09/25)   ADJUSTED
 DS3198* NAD 83(2011) EPOCH   -  2010.00
 DS3198* NAVD 88 ORTHO HEIGHT -   303.89  (meters)      997.0   (feet) GPS OBS
 DS3198  ______________________________________________________________________
 DS3198  GEOID HEIGHT    -        -26.536 (meters)                     GEOID18
 DS3198  NAD 83(2011) X  -   -490,989.541 (meters)                     COMP
 DS3198  NAD 83(2011) Y  - -4,356,145.609 (meters)                     COMP
 DS3198  NAD 83(2011) Z  -  4,617,725.863 (meters)                     COMP
 DS3198  LAPLACE CORR    -         -0.82  (seconds)                    DEFLEC18
 DS3198
 DS3198  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DS3198  Standards:
 DS3198         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DS3198            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DS3198  -------------------------------------------------------------------
 DS3198  NETWORK    0.63   0.80           0.29   0.21   0.41     -0.09439629
 DS3198  -------------------------------------------------------------------
 DS3198  Click here for local accuracies and other accuracy information.
 DS3198
 DS3198.The horizontal coordinates were established by GPS observations
 DS3198.and adjusted by the MN DEPT OF TRANSP in January 2025.
 DS3198
 DS3198.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DS3198.been affixed to the stable North American tectonic plate. See 
 DS3198.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DS3198
 DS3198.The horizontal coordinates are valid at the epoch date displayed above
 DS3198.which is a decimal equivalence of Year/Month/Day.
 DS3198
 DS3198.The orthometric height was determined by GPS observations and a
 DS3198.high-resolution geoid model using precise GPS observation and
 DS3198.processing techniques.
 DS3198
 DS3198.Significant digits in the geoid height do not necessarily reflect accuracy.
 DS3198.GEOID18 height accuracy estimate available here.
 DS3198
 DS3198.Click photographs - Photos may exist for this station.
 DS3198
 DS3198.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DS3198
 DS3198.The Laplace correction was computed from DEFLEC18 derived deflections.
 DS3198
 DS3198.The ellipsoidal height was determined by GPS observations
 DS3198.and is referenced to NAD 83.
 DS3198
 DS3198. The following values were computed from the NAD 83(2011) position.
 DS3198
 DS3198;                    North         East     Units Scale Factor Converg.
 DS3198;SPC MN C     -   289,160.063   633,185.968   MT  0.99994027   -1 34 39.2
 DS3198;SPC MN C     -   948,685.97  2,077,377.63   sFT  0.99994027   -1 34 39.2
 DS3198;UTM  14      - 5,172,946.214   696,481.589   MT  1.00007453   +1 52 11.4
 DS3198
 DS3198!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DS3198!SPC MN C     -   0.99995652  x   0.99994027  =   0.99989679
 DS3198!UTM  14      -   0.99995652  x   1.00007453  =   1.00003105
 DS3198
 DS3198_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPS9648172946(NAD 83)
 DS3198
 DS3198                          SUPERSEDED SURVEY CONTROL
 DS3198
 DS3198.No superseded survey control is available for this station.
 DS3198
 DS3198_MARKER: I = METAL ROD
 DS3198_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DS3198_STAMPING: 1480 BF 2023
 DS3198_MARK LOGO: MNDT
 DS3198_PROJECTION: RECESSED 3 CENTIMETERS
 DS3198_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DS3198_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DS3198_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DS3198+SATELLITE: SATELLITE OBSERVATIONS - July 23, 2024
 DS3198_ROD/PIPE-DEPTH: 5.2 meters
 DS3198
 DS3198  HISTORY     - Date     Condition        Report By
 DS3198  HISTORY     - 20230822 MONUMENTED       MNDT
 DS3198  HISTORY     - 20240723 GOOD             MNDT
 DS3198
 DS3198                          STATION DESCRIPTION
 DS3198
 DS3198'DESCRIBED BY MN DEPT OF TRANSP 2024 (ADW)
 DS3198'1.9 MILES NORTHWEST OF BARNESVILLE, 0.5 MILE NORTHWEST ALONG
 DS3198'INTERSTATE HIGHWAY 94 FROM THE JUNCTION OF INTERSTATE HIGHWAY 94 AND
 DS3198'TRUNK HIGHWAY 9 (THE JUNCTION IS 1.5 MILES NORTH OF BARNESVILLE), AT
 DS3198'INTERSTATE HIGHWAY 94 MILEPOINT 22.2, 143.2 FEET NORTH OF WESTBOUND
 DS3198'INTERSTATE HIGHWAY 94, 2.6 FEET SOUTH OF RIGHT-OF-WAY FENCE, 1.5 FEET
 DS3198'SOUTHWEST OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 RP0422 ***********************************************************************
 RP0422  DESIGNATION -  1480 C
 RP0422  PID         -  RP0422
 RP0422  STATE/COUNTY-  MN/CLAY
 RP0422  COUNTRY     -  US
 RP0422  USGS QUAD   -  FARGO SOUTH (2018)
 RP0422
 RP0422                         *CURRENT SURVEY CONTROL
 RP0422  ______________________________________________________________________
 RP0422* NAD 83(1986) POSITION- 46 50 48.20   (N) 096 45 28.14   (W)   HD_HELD1
 RP0422* NAVD 88 ORTHO HEIGHT -   276.316 (meters)      906.55  (feet) ADJUSTED
 RP0422  ______________________________________________________________________
 RP0422  GEOID HEIGHT    -        -26.545 (meters)                     GEOID18
 RP0422  DYNAMIC HEIGHT  -        276.338 (meters)      906.62  (feet) COMP
 RP0422  MODELED GRAVITY -    980,686.6   (mgal)                       NAVD 88
 RP0422
 RP0422  VERT ORDER      -  SECOND    CLASS I
 RP0422
 RP0422.The horizontal coordinates were determined by differentially corrected
 RP0422.hand held GPS observations or other comparable positioning techniques
 RP0422.and have an estimated accuracy of +/- 3 meters.
 RP0422
 RP0422.The orthometric height was determined by differential leveling and
 RP0422.adjusted by the NATIONAL GEODETIC SURVEY
 RP0422.in August 2019.
 RP0422
 RP0422.Significant digits in the geoid height do not necessarily reflect accuracy.
 RP0422.GEOID18 height accuracy estimate available here.
 RP0422
 RP0422.Click photographs - Photos may exist for this station.
 RP0422
 RP0422.The dynamic height is computed by dividing the NAVD 88
 RP0422.geopotential number by the normal gravity value computed on the
 RP0422.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RP0422.degrees latitude (g = 980.6199 gals.).
 RP0422
 RP0422.The modeled gravity was interpolated from observed gravity values.
 RP0422
 RP0422;                    North         East    Units  Estimated Accuracy
 RP0422;SPC MN C     -   308,288.7     608,760.0     MT  (+/- 3 meters HH1 GPS) 
 RP0422
 RP0422_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPS7094790571(NAD 83)
 RP0422
 RP0422                          SUPERSEDED SURVEY CONTROL
 RP0422
 RP0422  NAVD 88 (11/28/11)  276.386  (m)          906.78   (f) SUPERSEDED  2 1
 RP0422  NAVD 88 (04/18/11)  276.394  (m)          906.80   (f) SUPERSEDED  2 1
 RP0422  NAVD 88 (04/16/04)  276.398  (m)          906.82   (f) SUPERSEDED  2 1
 RP0422  NAVD 88 (06/15/91)  276.403  (m)          906.83   (f) SUPERSEDED  2 0
 RP0422  NGVD 29 (??/??/92)  276.119  (m)          905.90   (f) ADJ UNCH    2 0
 RP0422
 RP0422.Superseded values are not recommended for survey control.
 RP0422
 RP0422.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RP0422.See file dsdata.pdf to determine how the superseded data were derived.
 RP0422
 RP0422_MARKER: DB = BENCH MARK DISK
 RP0422_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 RP0422_STAMPING: 1480 C 1959
 RP0422_MARK LOGO: MNHD
 RP0422_PROJECTION: RECESSED 5 CENTIMETERS
 RP0422_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 RP0422_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RP0422_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 RP0422+SATELLITE: SATELLITE OBSERVATIONS - June 16, 2022
 RP0422
 RP0422  HISTORY     - Date     Condition        Report By
 RP0422  HISTORY     - 1959     MONUMENTED       MNHD
 RP0422  HISTORY     - 1968     GOOD             MNDT
 RP0422  HISTORY     - 19940815 GOOD             MNDT
 RP0422  HISTORY     - 20000404 GOOD             MNDT
 RP0422  HISTORY     - 20091118 GOOD             MNDT
 RP0422  HISTORY     - 20220616 GOOD             MNDT
 RP0422
 RP0422                          STATION DESCRIPTION
 RP0422
 RP0422'DESCRIBED BY MN DEPT OF TRANSP 1968
 RP0422'IN MOORHEAD.
 RP0422'MARK IS LOCATED IN THE NE 1/4, SECTION 20, T139N, R48W, ABOUT 0.5 MILE
 RP0422'EAST OF THE INTERCHANGE OF T.H. 75 AND F.A.I. 94.  MARK IS A STANDARD
 RP0422'MINNESOTA HIGHWAY DEPARTMENT DISK, STAMPED 1480 C 1959, SET IN A
 RP0422'PRE-CAST CONCRETE MONUMENT.  MARK IS 100 FEET SOUTH OF THE CENTERLINE
 RP0422'OF EASTBOUND F.A.I. 94 (STA. 357+00) ABOUT 400 FEET EAST OF MILE POST
 RP0422'NO. 1, 0.5 FOOT SOUTH OF THE R/W FENCE, 1.0 FOOT SOUTH OF A STEEL
 RP0422'WITNESS POST, ABOUT 75 FEET WEST OF A DEAD END ROAD AND IS FLUSH WITH
 RP0422'THE GROUND.
 RP0422
 RP0422                          STATION RECOVERY (1994)
 RP0422
 RP0422'RECOVERY NOTE BY MN DEPT OF TRANSP 1994 (WAS)
 RP0422'IN MOORHEAD, 0.5 MI (0.8 KM) EAST ALONG FAI 94 FROM JCT OF TH 75 AND
 RP0422'FAI 94, AT FAI 94 MP 1.05, 100 FT (30.5 M) SOUTH OF EB FAI 94, 75 FT
 RP0422'(22.9 M) WEST OF DEAD END RD, ABOUT 400 FT (121.9 M) EAST OF MP 1,
 RP0422'105.2 FT (32.1 M) WEST OF HIGH TENSION POLE, 40.3 FT (12.3 M) WNW OF
 RP0422'NORTH POLE OF BILLBOARD SIGN, 0.5 FT (15.2 CM) SOUTH OF R/W FENCE, 1.1
 RP0422'FT (0.3 M) SOUTH OF WIT POST.
 RP0422
 RP0422                          STATION RECOVERY (2000)
 RP0422
 RP0422'RECOVERY NOTE BY MN DEPT OF TRANSP 2000 (DJS)
 RP0422'RECOVERED AS DESCRIBED.
 RP0422
 RP0422                          STATION RECOVERY (2009)
 RP0422
 RP0422'RECOVERY NOTE BY MN DEPT OF TRANSP 2009 (DRB)
 RP0422'RECOVERED AS DESCRIBED.
 RP0422
 RP0422                          STATION RECOVERY (2022)
 RP0422
 RP0422'RECOVERY NOTE BY MN DEPT OF TRANSP 2022 (TJD)
 RP0422'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 RP0416 ***********************************************************************
 RP0416  DESIGNATION -  1480 E
 RP0416  PID         -  RP0416
 RP0416  STATE/COUNTY-  MN/CLAY
 RP0416  COUNTRY     -  US
 RP0416  USGS QUAD   -  SABIN (2019)
 RP0416
 RP0416                         *CURRENT SURVEY CONTROL
 RP0416  ______________________________________________________________________
 RP0416* NAD 83(1986) POSITION- 46 50 50.     (N) 096 42 16.     (W)   SCALED
 RP0416* NAVD 88 ORTHO HEIGHT -   277.627 (meters)      910.85  (feet) ADJUSTED
 RP0416  ______________________________________________________________________
 RP0416  GEOID HEIGHT    -        -26.583 (meters)                     GEOID18
 RP0416  DYNAMIC HEIGHT  -        277.650 (meters)      910.92  (feet) COMP
 RP0416  MODELED GRAVITY -    980,688.3   (mgal)                       NAVD 88
 RP0416
 RP0416  VERT ORDER      -  SECOND    CLASS 0
 RP0416
 RP0416.The horizontal coordinates were scaled from a map and have
 RP0416.an estimated accuracy of +/- 6 seconds.
 RP0416
 RP0416.The orthometric height was determined by differential leveling and
 RP0416.adjusted by the NATIONAL GEODETIC SURVEY
 RP0416.in June 1991.
 RP0416
 RP0416.Significant digits in the geoid height do not necessarily reflect accuracy.
 RP0416.GEOID18 height accuracy estimate available here.
 RP0416
 RP0416.Click photographs - Photos may exist for this station.
 RP0416
 RP0416.The dynamic height is computed by dividing the NAVD 88
 RP0416.geopotential number by the normal gravity value computed on the
 RP0416.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RP0416.degrees latitude (g = 980.6199 gals.).
 RP0416
 RP0416.The modeled gravity was interpolated from observed gravity values.
 RP0416
 RP0416;                    North         East    Units  Estimated Accuracy
 RP0416;SPC MN C     -   308,220.      612,830.      MT  (+/- 180 meters Scaled)
 RP0416
 RP0416_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPS750907(NAD 83)
 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
 RP0416.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RP0416.See file dsdata.pdf to determine how the superseded data were derived.
 RP0416
 RP0416_MARKER: DB = BENCH MARK DISK
 RP0416_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 RP0416_STAMPING: 1480 E 1968
 RP0416_MARK LOGO: MNHD
 RP0416_PROJECTION: PROJECTING 15 CENTIMETERS
 RP0416_MAGNETIC: O = OTHER; SEE DESCRIPTION
 RP0416_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RP0416_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 RP0416+SATELLITE: SATELLITE OBSERVATIONS - April 04, 2000
 RP0416
 RP0416  HISTORY     - Date     Condition        Report By
 RP0416  HISTORY     - 1968     MONUMENTED       MNHD
 RP0416  HISTORY     - 20000404 GOOD             MNDT
 RP0416  HISTORY     - 20080408 MARK NOT FOUND   MNDT
 RP0416  HISTORY     - 20220627 MARK NOT FOUND   MNDT
 RP0416
 RP0416                          STATION DESCRIPTION
 RP0416
 RP0416'DESCRIBED BY MN HIGHWAY DEPT 1968
 RP0416'1.5 MI E FROM MOORHEAD.
 RP0416'MARK IS LOCATED NEAR THE N 1/4 CORNER, SECTION 23, T137N, R48W ABOUT
 RP0416'0.5 MILE EAST OF THE INTERCHANGE OF T.H. 52 AND F.A.I. 94.  MARK IS A
 RP0416'STANDARD MINNESOTA HIGHWAY DEPARTMENT DISK, STAMPED 1480 E 1968, SET
 RP0416'IN A PRE-CAST CONCRETE MONUMENT.  MARK IS 98 FEET SOUTH OF THE
 RP0416'EASTBOUND CENTERLINE OF F.A.I. 94 (STA. 490+00), 1.0 FOOT NORTH OF THE
 RP0416'R/W FENCE, 1.0 FOOT EAST OF A STEEL WITNESS POST, ABOUT 800 FEET
 RP0416'SOUTHEAST OF KOA CAMPGROUND BUILDING AND PROJECTING 6 INCHES ABOVE
 RP0416'GROUND.
 RP0416
 RP0416                          STATION RECOVERY (2000)
 RP0416
 RP0416'RECOVERY NOTE BY MN DEPT OF TRANSP 2000 (DJS)
 RP0416'RECOVERED AS DESCRIBED.  NOTE--NOT LEVELED TO.
 RP0416
 RP0416                          STATION RECOVERY (2008)
 RP0416
 RP0416'RECOVERY NOTE BY MN DEPT OF TRANSP 2008 (KMS)
 RP0416'THE MARK WAS NOT RECOVERED.
 RP0416
 RP0416                          STATION RECOVERY (2022)
 RP0416
 RP0416'RECOVERY NOTE BY MN DEPT OF TRANSP 2022 (TJD)
 RP0416'AFTER A THOROUGH FIELD SEARCH MARK WAS NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 RP0415 ***********************************************************************
 RP0415  DESIGNATION -  1480 F
 RP0415  PID         -  RP0415
 RP0415  STATE/COUNTY-  MN/CLAY
 RP0415  COUNTRY     -  US
 RP0415  USGS QUAD   -  SABIN (2019)
 RP0415
 RP0415                         *CURRENT SURVEY CONTROL
 RP0415  ______________________________________________________________________
 RP0415* NAD 83(1986) POSITION- 46 50 48.7    (N) 096 41 39.3    (W)   HD_HELD2
 RP0415* NAVD 88 ORTHO HEIGHT -   277.568 (meters)      910.65  (feet) ADJUSTED
 RP0415  ______________________________________________________________________
 RP0415  GEOID HEIGHT    -        -26.590 (meters)                     GEOID18
 RP0415  DYNAMIC HEIGHT  -        277.591 (meters)      910.73  (feet) COMP
 RP0415  MODELED GRAVITY -    980,688.4   (mgal)                       NAVD 88
 RP0415
 RP0415  VERT ORDER      -  SECOND    CLASS I
 RP0415
 RP0415.The horizontal coordinates were established by autonomous hand held GPS
 RP0415.observations and have an estimated accuracy of +/- 10 meters.
 RP0415
 RP0415.The orthometric height was determined by differential leveling and
 RP0415.adjusted by the NATIONAL GEODETIC SURVEY
 RP0415.in April 2024.
 RP0415
 RP0415.Significant digits in the geoid height do not necessarily reflect accuracy.
 RP0415.GEOID18 height accuracy estimate available here.
 RP0415
 RP0415.Click photographs - Photos may exist for this station.
 RP0415
 RP0415.The dynamic height is computed by dividing the NAVD 88
 RP0415.geopotential number by the normal gravity value computed on the
 RP0415.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RP0415.degrees latitude (g = 980.6199 gals.).
 RP0415
 RP0415.The modeled gravity was interpolated from observed gravity values.
 RP0415
 RP0415;                    North         East    Units  Estimated Accuracy
 RP0415;SPC MN C     -   308,153.      613,606.      MT  (+/- 10 meters HH2 GPS)
 RP0415
 RP0415_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPS7579390727(NAD 83)
 RP0415
 RP0415                          SUPERSEDED SURVEY CONTROL
 RP0415
 RP0415  NAVD 88 (08/26/19)  277.557  (m)          910.62   (f) SUPERSEDED  2 1
 RP0415  NAVD 88 (11/28/11)  277.639  (m)          910.89   (f) SUPERSEDED  2 1
 RP0415  NAVD 88 (06/15/91)  277.614  (m)          910.81   (f) SUPERSEDED  2 1
 RP0415  NGVD 29 (??/??/92)  277.336  (m)          909.89   (f) ADJ UNCH    2 0
 RP0415
 RP0415.Superseded values are not recommended for survey control.
 RP0415
 RP0415.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RP0415.See file dsdata.pdf to determine how the superseded data were derived.
 RP0415
 RP0415_MARKER: DB = BENCH MARK DISK
 RP0415_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 RP0415_STAMPING: 1480 F 1968
 RP0415_MARK LOGO: MNHD
 RP0415_PROJECTION: RECESSED 8 CENTIMETERS
 RP0415_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 RP0415_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RP0415_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 RP0415+SATELLITE: SATELLITE OBSERVATIONS - October 06, 2022
 RP0415
 RP0415  HISTORY     - Date     Condition        Report By
 RP0415  HISTORY     - 19680401 MONUMENTED       MNHD
 RP0415  HISTORY     - 20000404 GOOD             MNDT
 RP0415  HISTORY     - 20080408 GOOD             MNDT
 RP0415  HISTORY     - 20091001 GOOD             MNDT
 RP0415  HISTORY     - 20221006 GOOD             MNDT
 RP0415
 RP0415                          STATION DESCRIPTION
 RP0415
 RP0415'DESCRIBED BY MN HIGHWAY DEPT 1968
 RP0415'2.0 MI E FROM MOORHEAD.
 RP0415'MARK IS LOCATED IN THE NE 1/4, SECTION 23, T 139N, R 48W ABOUT 1.0
 RP0415'MILE EAST OF THE INTERCHANGE OF T.H. 52 AND F.A.I. 94. MARK IS A
 RP0415'STANDARD MINNESOTA HIGHWAY DEPARTMENT DISK, STAMPED 1480 F 1968, SET
 RP0415'IN A PRE-CAST CONCRETE MONUMENT. MARK IS 98 FEET SOUTH OF THE
 RP0415'CENTERLINE OF EASTBOUND F.A.I. 94 (STA. 1516+09) 1.0 FOOT NORTH OF R/W
 RP0415'FENCE, 1.0 FOOT SOUTH OF A STEEL WITNESS POST, ABOUT 100 FEET WEST OF
 RP0415'COUNTY ROAD NO. 78 (DEAD END) AND IS FLUSH WITH THE GROUND.
 RP0415
 RP0415                          STATION RECOVERY (2000)
 RP0415
 RP0415'RECOVERY NOTE BY MN DEPT OF TRANSP 2000 (DJS)
 RP0415'RECOVERED AS DESCRIBED.
 RP0415
 RP0415                          STATION RECOVERY (2008)
 RP0415
 RP0415'RECOVERY NOTE BY MN DEPT OF TRANSP 2008 (KMS)
 RP0415'THE STATION IS LOCATED ABOUT 5.8 MI (9.3 KM) WEST-SOUTHWEST OF
 RP0415'GLYNDON, 5.0 MI (8.0 KM) NORTH-NORTHWEST OF SABIN AND 2.1 MI (3.4 KM)
 RP0415'SOUTH-SOUTHEAST OF DILWORTH.
 RP0415'
 RP0415'TO REACH TO THE MARK GO 1.0 MI (1.6 KM) EAST OF THE JUNCTION OF TRUNK
 RP0415'HIGHWAY 52 AND INTERSTATE HIGHWAY 94, AT INTERSTATE HIGHWAY 94 MILE
 RP0415'POINT 4.1, 98.0 FT (29.9 M) SOUTH OF EASTBOUND INTERSTATE HIGHWAY 94,
 RP0415'AT INTERSTATE HIGHWAY 94 STATION 1516+09, 100 FT (30.5 M) WEST OF
 RP0415'COUNTY ROAD 78, 1.0 FT (0.3 M) NORTH OF RIGHT OF WAY FENCE, 1.0 FT
 RP0415'(0.3 M) SOUTH OF A WITNESS POST.
 RP0415
 RP0415                          STATION RECOVERY (2009)
 RP0415
 RP0415'RECOVERY NOTE BY MN DEPT OF TRANSP 2009 (KMS)
 RP0415'RECOVERED AS DESCRIBED.
 RP0415
 RP0415                          STATION RECOVERY (2022)
 RP0415
 RP0415'RECOVERY NOTE BY MN DEPT OF TRANSP 2022 (TJD)
 RP0415'THE MARK IS LOCATED ABOUT 5.8 MI (9.3 KM) WEST-SOUTHWEST OF GLYNDON,
 RP0415'5.0 MI (8.0 KM) NORTH-NORTHWEST OF SABIN AND 2.1 MI (3.4 KM)
 RP0415'SOUTH-SOUTHEAST OF DILWORTH.
 RP0415'
 RP0415'THE MARK WAS LOCATED ABOUT 2.0 MI (3.2 KM) EAST OF MOORHEAD, 1.0 MI
 RP0415'(1.6 KM) EAST ALONG INTERSTATE 94 FROM THE JUNCTION OF TRUNK HIGHWAY
 RP0415'52 AND INTERSTATE HIGHWAY 94, AT INTERSTATE HIGHWAY 94 MILE POINT 4.1,
 RP0415'98.0 FT (29.9 M) SOUTH OF EASTBOUND INTERSTATE HIGHWAY 94, AT
 RP0415'INTERSTATE HIGHWAY 94 STATION 1516+09.
 RP0415'
 RP0415'IT IS 100.0 FT (30.5 M) WEST OF COUNTY ROAD 78, 1.0 FT (0.3 M) NORTH
 RP0415'OF A RIGHT-OF-WAY FENCE AND 1.0 FT (0.3 M) SOUTH OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 RP0409 ***********************************************************************
 RP0409  DESIGNATION -  1480 M
 RP0409  PID         -  RP0409
 RP0409  STATE/COUNTY-  MN/CLAY
 RP0409  COUNTRY     -  US
 RP0409  USGS QUAD   -  GLYNDON SOUTH (2019)
 RP0409
 RP0409                         *CURRENT SURVEY CONTROL
 RP0409  ______________________________________________________________________
 RP0409* NAD 83(1986) POSITION- 46 50 03.     (N) 096 37 14.     (W)   SCALED
 RP0409* NAVD 88 ORTHO HEIGHT -   281.400 (meters)      923.23  (feet) ADJUSTED
 RP0409  ______________________________________________________________________
 RP0409  GEOID HEIGHT    -        -26.650 (meters)                     GEOID18
 RP0409  DYNAMIC HEIGHT  -        281.421 (meters)      923.30  (feet) COMP
 RP0409  MODELED GRAVITY -    980,683.2   (mgal)                       NAVD 88
 RP0409
 RP0409  VERT ORDER      -  SECOND    CLASS I
 RP0409
 RP0409.The horizontal coordinates were scaled from a map and have
 RP0409.an estimated accuracy of +/- 6 seconds.
 RP0409
 RP0409.The orthometric height was determined by differential leveling and
 RP0409.adjusted by the NATIONAL GEODETIC SURVEY
 RP0409.in August 2019.
 RP0409
 RP0409.Significant digits in the geoid height do not necessarily reflect accuracy.
 RP0409.GEOID18 height accuracy estimate available here.
 RP0409
 RP0409.Click photographs - Photos may exist for this station.
 RP0409
 RP0409.The dynamic height is computed by dividing the NAVD 88
 RP0409.geopotential number by the normal gravity value computed on the
 RP0409.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RP0409.degrees latitude (g = 980.6199 gals.).
 RP0409
 RP0409.The modeled gravity was interpolated from observed gravity values.
 RP0409
 RP0409;                    North         East    Units  Estimated Accuracy
 RP0409;SPC MN C     -   306,570.      619,180.      MT  (+/- 180 meters Scaled)
 RP0409
 RP0409_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPS814894(NAD 83)
 RP0409
 RP0409                          SUPERSEDED SURVEY CONTROL
 RP0409
 RP0409  NAVD 88 (06/15/91)  281.460  (m)          923.42   (f) SUPERSEDED  2 1
 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
 RP0409.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RP0409.See file dsdata.pdf to determine how the superseded data were derived.
 RP0409
 RP0409_MARKER: DB = BENCH MARK DISK
 RP0409_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 RP0409_SP_SET: BRIDGE ABUTMENT
 RP0409_STAMPING: 1480 M 1968
 RP0409_MARK LOGO: MNHD
 RP0409_MAGNETIC: N = NO MAGNETIC MATERIAL
 RP0409_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RP0409_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 RP0409+SATELLITE: SATELLITE OBSERVATIONS - April 08, 2008
 RP0409
 RP0409  HISTORY     - Date     Condition        Report By
 RP0409  HISTORY     - 1968     MONUMENTED       MNHD
 RP0409  HISTORY     - 20080408 GOOD             MNDT
 RP0409
 RP0409                          STATION DESCRIPTION
 RP0409
 RP0409'DESCRIBED BY MN HIGHWAY DEPT 1968
 RP0409'2.5 MI SW FROM GLYNDON.
 RP0409'MARK IS LOCATED AT F.A.I. 94 OVER SOUTH BRANCH OF THE BUFFALO RIVER.
 RP0409'MARK IS A STANDARD MINNESOTA HIGHWAY DEPARTMENT DISK, STAMPED 1480 M
 RP0409'1968 SET IN THE SOUTHWEST CORNER ABUTMENT OF BRIDGE NO. 14804.  S 1/4
 RP0409'SECTION 21, T 139N, R 47W.
 RP0409
 RP0409                          STATION RECOVERY (2008)
 RP0409
 RP0409'RECOVERY NOTE BY MN DEPT OF TRANSP 2008 (KMS)
 RP0409'THE MARK WAS RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.
 RP0409'THE MARK IS 2.5 MI (4.0 KM) SOUTHWEST OF GLYNDON, AT TRUNK HIGHWAY 94
 RP0409'MILE POINT 7.9, IN SOUTHWEST ABUTMENT OF INTERSTATE HIGHWAY 94 BRIDGE
 RP0409'14804 OVER SOUTH BRANCH OF BUFFALO RIVER.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 RP0408 ***********************************************************************
 RP0408  DESIGNATION -  1480 N
 RP0408  PID         -  RP0408
 RP0408  STATE/COUNTY-  MN/CLAY
 RP0408  COUNTRY     -  US
 RP0408  USGS QUAD   -  GLYNDON SOUTH (2019)
 RP0408
 RP0408                         *CURRENT SURVEY CONTROL
 RP0408  ______________________________________________________________________
 RP0408* NAD 83(1986) POSITION- 46 49 32.19   (N) 096 36 35.74   (W)   HD_HELD1
 RP0408* NAVD 88 ORTHO HEIGHT -   281.216 (meters)      922.62  (feet) ADJUSTED
 RP0408  ______________________________________________________________________
 RP0408  GEOID HEIGHT    -        -26.660 (meters)                     GEOID18
 RP0408  DYNAMIC HEIGHT  -        281.237 (meters)      922.69  (feet) COMP
 RP0408  MODELED GRAVITY -    980,681.2   (mgal)                       NAVD 88
 RP0408
 RP0408  VERT ORDER      -  SECOND    CLASS I
 RP0408
 RP0408.The horizontal coordinates were determined by differentially corrected
 RP0408.hand held GPS observations or other comparable positioning techniques
 RP0408.and have an estimated accuracy of +/- 3 meters.
 RP0408
 RP0408.The orthometric height was determined by differential leveling and
 RP0408.adjusted by the NATIONAL GEODETIC SURVEY
 RP0408.in April 2024.
 RP0408
 RP0408.Significant digits in the geoid height do not necessarily reflect accuracy.
 RP0408.GEOID18 height accuracy estimate available here.
 RP0408
 RP0408.Click photographs - Photos may exist for this station.
 RP0408
 RP0408.The dynamic height is computed by dividing the NAVD 88
 RP0408.geopotential number by the normal gravity value computed on the
 RP0408.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RP0408.degrees latitude (g = 980.6199 gals.).
 RP0408
 RP0408.The modeled gravity was interpolated from observed gravity values.
 RP0408
 RP0408;                    North         East    Units  Estimated Accuracy
 RP0408;SPC MN C     -   305,596.1     619,964.2     MT  (+/- 3 meters HH1 GPS) 
 RP0408
 RP0408_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPS8229388558(NAD 83)
 RP0408
 RP0408                          SUPERSEDED SURVEY CONTROL
 RP0408
 RP0408  NAVD 88 (06/15/91)  281.270  (m)          922.80   (f) SUPERSEDED  2 0
 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
 RP0408.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RP0408.See file dsdata.pdf to determine how the superseded data were derived.
 RP0408
 RP0408_MARKER: I = METAL ROD
 RP0408_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 RP0408+WITH SETTING: INFORMATION.
 RP0408_STAMPING: 1480 N 1968
 RP0408_MARK LOGO: MNHD
 RP0408_PROJECTION: RECESSED 20 CENTIMETERS
 RP0408_MAGNETIC: P = MARKER IS A STEEL PIPE
 RP0408_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RP0408_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 RP0408+SATELLITE: SATELLITE OBSERVATIONS - October 03, 2022
 RP0408
 RP0408  HISTORY     - Date     Condition        Report By
 RP0408  HISTORY     - 19680401 MONUMENTED       MNHD
 RP0408  HISTORY     - 20080410 GOOD             MNDT
 RP0408  HISTORY     - 20150921 GOOD             MNDT
 RP0408  HISTORY     - 20221003 GOOD             MNDT
 RP0408
 RP0408                          STATION DESCRIPTION
 RP0408
 RP0408'DESCRIBED BY MN HIGHWAY DEPT 1968
 RP0408'3.0 MI SSW FROM GLYNDON.
 RP0408'MARK IS LOCATED ABOUT 3.0 MILES SOUTH-SOUTHWEST OF GLYNDON ALONG
 RP0408'F.A.I. 94 R/W.  MARK IS A STANDARD FROST FREE MONUMENT STAMPED 1480 N
 RP0408'1968 ON THE CAP.  (ELEVATION IS ESTABLISHED ON A 3/4 INCH IRON ROD
 RP0408'INSIDE THE CASING).  MARK IS 100 FEET NORTH OF F.A.I. 94 WEST BOUND
 RP0408'(STA. 757+40), 1.0 FOOT SOUTH OF A DEAD-END BARRICADE ACROSS COUNTY
 RP0408'ROAD NO. 68, 5.0 FEET WEST OF A STEEL WITNESS POST, AND PROJECTS ABOUT
 RP0408'10 FEET ABOVE GROUND.  SW 1/4 SECTION 27, T 139N, R 47W.
 RP0408
 RP0408                          STATION RECOVERY (2008)
 RP0408
 RP0408'RECOVERY NOTE BY MN DEPT OF TRANSP 2008 (KMS)
 RP0408'THE STATION IS LOCATED ABOUT 5.7 MI (9.2 KM) SOUTHEAST OF DILWORTH,
 RP0408'3.8 MI (6.1 KM) NORTH-NORTHEAST OF SABIN AND 3.7 MI (6.0 KM)
 RP0408'SOUTH-SOUTHWEST OF GLYNDON.
 RP0408'
 RP0408'TO REACH TO THE MARK GO 100 FT (30.5 M) NORTH OF WESTBOUND INTERSTATE
 RP0408'HIGHWAY 94, AT INTERSTATE HIGHWAY 94 STATION 757+40 AND MILE POINT
 RP0408'8.7, 12.0 FT (3.7 M) SOUTH OF EAST BARRICADE ACROSS COUNTY ROAD 68,
 RP0408'5.0 FT (1.5 M) WEST OF A WITNESS POST.
 RP0408
 RP0408                          STATION RECOVERY (2015)
 RP0408
 RP0408'RECOVERY NOTE BY MN DEPT OF TRANSP 2015 (KMS)
 RP0408'7.0 MI (11.3 KM) EAST-SOUTHEAST OF MOORHEAD, 8.30 MI (13.4 KM) EAST
 RP0408'AND SOUTHEAST ALONG INTERSTATE HIGHWAY 94  FROM THE JUNCTION OF
 RP0408'INTERSTATE HIGHWAY 94 AND TRUNK HIGHWAY 75 IN MOORHEAD, AT INTERSTATE
 RP0408'HIGHWAY 94 MILE POINT 8.7, 100.0 FT (30.5 M) NORTHEAST OF WESTBOUND
 RP0408'INTERSTATE HIGHWAY 94, 12.0 FT (3.7 M) SOUTH OF EAST BARRICADE ACROSS
 RP0408'COUNTY ROAD 68, 5.0 FT (1.5 M) WEST OF A WITNESS POST.  ROD DEPTH
 RP0408'UNKNOWN.
 RP0408
 RP0408                          STATION RECOVERY (2022)
 RP0408
 RP0408'RECOVERY NOTE BY MN DEPT OF TRANSP 2022 (TJD)
 RP0408'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 RP0407 ***********************************************************************
 RP0407  DESIGNATION -  1480 P
 RP0407  PID         -  RP0407
 RP0407  STATE/COUNTY-  MN/CLAY
 RP0407  COUNTRY     -  US
 RP0407  USGS QUAD   -  GLYNDON SOUTH (2019)
 RP0407
 RP0407                         *CURRENT SURVEY CONTROL
 RP0407  ______________________________________________________________________
 RP0407* NAD 83(1986) POSITION- 46 48 23.     (N) 096 35 17.     (W)   SCALED
 RP0407* NAVD 88 ORTHO HEIGHT -   289.125 (meters)      948.57  (feet) ADJUSTED
 RP0407  ______________________________________________________________________
 RP0407  GEOID HEIGHT    -        -26.672 (meters)                     GEOID18
 RP0407  DYNAMIC HEIGHT  -        289.146 (meters)      948.64  (feet) COMP
 RP0407  MODELED GRAVITY -    980,677.3   (mgal)                       NAVD 88
 RP0407
 RP0407  VERT ORDER      -  SECOND    CLASS I
 RP0407
 RP0407.The horizontal coordinates were scaled from a map and have
 RP0407.an estimated accuracy of +/- 6 seconds.
 RP0407
 RP0407.The orthometric height was determined by differential leveling and
 RP0407.adjusted by the NATIONAL GEODETIC SURVEY
 RP0407.in August 2019.
 RP0407
 RP0407.Significant digits in the geoid height do not necessarily reflect accuracy.
 RP0407.GEOID18 height accuracy estimate available here.
 RP0407
 RP0407.Click photographs - Photos may exist for this station.
 RP0407
 RP0407.The dynamic height is computed by dividing the NAVD 88
 RP0407.geopotential number by the normal gravity value computed on the
 RP0407.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RP0407.degrees latitude (g = 980.6199 gals.).
 RP0407
 RP0407.The modeled gravity was interpolated from observed gravity values.
 RP0407
 RP0407;                    North         East    Units  Estimated Accuracy
 RP0407;SPC MN C     -   303,410.      621,570.      MT  (+/- 180 meters Scaled)
 RP0407
 RP0407_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPS840864(NAD 83)
 RP0407
 RP0407                          SUPERSEDED SURVEY CONTROL
 RP0407
 RP0407  NAVD 88 (04/18/11)  289.178  (m)          948.74   (f) SUPERSEDED  2 1
 RP0407  NAVD 88 (06/15/91)  289.192  (m)          948.79   (f) SUPERSEDED  2 0
 RP0407  NGVD 29 (??/??/92)  288.911  (m)          947.87   (f) ADJ UNCH    2 0
 RP0407
 RP0407.Superseded values are not recommended for survey control.
 RP0407
 RP0407.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RP0407.See file dsdata.pdf to determine how the superseded data were derived.
 RP0407
 RP0407_MARKER: DB = BENCH MARK DISK
 RP0407_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 RP0407_SP_SET: BRIDGE ABUTMENT
 RP0407_STAMPING: 1480 P 1969
 RP0407_MARK LOGO: MNHD
 RP0407_MAGNETIC: N = NO MAGNETIC MATERIAL
 RP0407_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RP0407_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 RP0407+SATELLITE: SATELLITE OBSERVATIONS - April 08, 2008
 RP0407
 RP0407  HISTORY     - Date     Condition        Report By
 RP0407  HISTORY     - 1969     MONUMENTED       MNHD
 RP0407  HISTORY     - 20080408 GOOD             MNDT
 RP0407
 RP0407                          STATION DESCRIPTION
 RP0407
 RP0407'DESCRIBED BY MN HIGHWAY DEPT 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,
 RP0407'T139N, R47W.
 RP0407
 RP0407                          STATION RECOVERY (2008)
 RP0407
 RP0407'RECOVERY NOTE BY MN DEPT OF TRANSP 2008 (KMS)
 RP0407'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 RP0403 ***********************************************************************
 RP0403  DESIGNATION -  1480 P 1
 RP0403  PID         -  RP0403
 RP0403  STATE/COUNTY-  MN/CLAY
 RP0403  COUNTRY     -  US
 RP0403  USGS QUAD   -  GLYNDON SOUTH (2019)
 RP0403
 RP0403                         *CURRENT SURVEY CONTROL
 RP0403  ______________________________________________________________________
 RP0403* NAD 83(1986) POSITION- 46 48 14.     (N) 096 35 09.     (W)   SCALED
 RP0403* NAVD 88 ORTHO HEIGHT -   283.783 (meters)      931.04  (feet) ADJUSTED
 RP0403  ______________________________________________________________________
 RP0403  GEOID HEIGHT    -        -26.672 (meters)                     GEOID18
 RP0403  DYNAMIC HEIGHT  -        283.803 (meters)      931.11  (feet) COMP
 RP0403  MODELED GRAVITY -    980,676.8   (mgal)                       NAVD 88
 RP0403
 RP0403  VERT ORDER      -  SECOND    CLASS I
 RP0403
 RP0403.The horizontal coordinates were scaled from a map and have
 RP0403.an estimated accuracy of +/- 6 seconds.
 RP0403
 RP0403.The orthometric height was determined by differential leveling and
 RP0403.adjusted by the NATIONAL GEODETIC SURVEY
 RP0403.in August 2019.
 RP0403
 RP0403.Significant digits in the geoid height do not necessarily reflect accuracy.
 RP0403.GEOID18 height accuracy estimate available here.
 RP0403
 RP0403.Click photographs - Photos may exist for this station.
 RP0403
 RP0403.The dynamic height is computed by dividing the NAVD 88
 RP0403.geopotential number by the normal gravity value computed on the
 RP0403.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RP0403.degrees latitude (g = 980.6199 gals.).
 RP0403
 RP0403.The modeled gravity was interpolated from observed gravity values.
 RP0403
 RP0403;                    North         East    Units  Estimated Accuracy
 RP0403;SPC MN C     -   303,130.      621,730.      MT  (+/- 180 meters Scaled)
 RP0403
 RP0403_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPS842862(NAD 83)
 RP0403
 RP0403                          SUPERSEDED SURVEY CONTROL
 RP0403
 RP0403  NAVD 88 (04/18/11)  283.836  (m)          931.22   (f) SUPERSEDED  2 1
 RP0403  NAVD 88 (06/15/91)  283.846  (m)          931.25   (f) SUPERSEDED  2 0
 RP0403  NGVD 29 (??/??/92)  283.570  (m)          930.35   (f) ADJ UNCH    2 0
 RP0403
 RP0403.Superseded values are not recommended for survey control.
 RP0403
 RP0403.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RP0403.See file dsdata.pdf to determine how the superseded data were derived.
 RP0403
 RP0403_MARKER: DB = BENCH MARK DISK
 RP0403_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 RP0403_SP_SET: BOX CULVERT HEADWALL
 RP0403_STAMPING: 1480 P 1 1968
 RP0403_MARK LOGO: MNHD
 RP0403_MAGNETIC: N = NO MAGNETIC MATERIAL
 RP0403_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RP0403+STABILITY: SURFACE MOTION
 RP0403_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 RP0403+SATELLITE: SATELLITE OBSERVATIONS - April 08, 2008
 RP0403
 RP0403  HISTORY     - Date     Condition        Report By
 RP0403  HISTORY     - 1968     MONUMENTED       MNHD
 RP0403  HISTORY     - 20080408 GOOD             MNDT
 RP0403
 RP0403                          STATION DESCRIPTION
 RP0403
 RP0403'DESCRIBED BY MN HIGHWAY DEPT 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, T138N,
 RP0403'R47W.  NOTE-- MARK IS LOCATED OVER A DRAINAGE DITCH.
 RP0403
 RP0403                          STATION RECOVERY (2008)
 RP0403
 RP0403'RECOVERY NOTE BY MN DEPT OF TRANSP 2008 (KMS)
 RP0403'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 RP0402 ***********************************************************************
 RP0402  DESIGNATION -  1480 Q
 RP0402  PID         -  RP0402
 RP0402  STATE/COUNTY-  MN/CLAY
 RP0402  COUNTRY     -  US
 RP0402  USGS QUAD   -  GLYNDON SOUTH (2019)
 RP0402
 RP0402                         *CURRENT SURVEY CONTROL
 RP0402  ______________________________________________________________________
 RP0402* NAD 83(1986) POSITION- 46 47 24.     (N) 096 34 03.     (W)   SCALED
 RP0402* NAVD 88 ORTHO HEIGHT -   284.294 (meters)      932.72  (feet) ADJUSTED
 RP0402  ______________________________________________________________________
 RP0402  GEOID HEIGHT    -        -26.671 (meters)                     GEOID18
 RP0402  DYNAMIC HEIGHT  -        284.314 (meters)      932.79  (feet) COMP
 RP0402  MODELED GRAVITY -    980,675.0   (mgal)                       NAVD 88
 RP0402
 RP0402  VERT ORDER      -  SECOND    CLASS I
 RP0402
 RP0402.The horizontal coordinates were scaled from a map and have
 RP0402.an estimated accuracy of +/- 6 seconds.
 RP0402
 RP0402.The orthometric height was determined by differential leveling and
 RP0402.adjusted by the NATIONAL GEODETIC SURVEY
 RP0402.in August 2019.
 RP0402
 RP0402.Significant digits in the geoid height do not necessarily reflect accuracy.
 RP0402.GEOID18 height accuracy estimate available here.
 RP0402
 RP0402.Click photographs - Photos may exist for this station.
 RP0402
 RP0402.The dynamic height is computed by dividing the NAVD 88
 RP0402.geopotential number by the normal gravity value computed on the
 RP0402.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RP0402.degrees latitude (g = 980.6199 gals.).
 RP0402
 RP0402.The modeled gravity was interpolated from observed gravity values.
 RP0402
 RP0402;                    North         East    Units  Estimated Accuracy
 RP0402;SPC MN C     -   301,540.      623,080.      MT  (+/- 180 meters Scaled)
 RP0402
 RP0402_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPS856847(NAD 83)
 RP0402
 RP0402                          SUPERSEDED SURVEY CONTROL
 RP0402
 RP0402  NAVD 88 (04/18/11)  284.343  (m)          932.88   (f) SUPERSEDED  2 1
 RP0402  NAVD 88 (06/15/91)  284.375  (m)          932.99   (f) SUPERSEDED  2 0
 RP0402  NGVD 29 (??/??/92)  284.099  (m)          932.08   (f) ADJ UNCH    2 0
 RP0402
 RP0402.Superseded values are not recommended for survey control.
 RP0402
 RP0402.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RP0402.See file dsdata.pdf to determine how the superseded data were derived.
 RP0402
 RP0402_MARKER: DB = BENCH MARK DISK
 RP0402_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 RP0402_SP_SET: BOX CULVERT
 RP0402_STAMPING: 1480 Q 1968
 RP0402_MARK LOGO: MNHD
 RP0402_MAGNETIC: N = NO MAGNETIC MATERIAL
 RP0402_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RP0402+STABILITY: SURFACE MOTION
 RP0402_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 RP0402+SATELLITE: SATELLITE OBSERVATIONS - April 08, 2008
 RP0402
 RP0402  HISTORY     - Date     Condition        Report By
 RP0402  HISTORY     - 1968     MONUMENTED       MNHD
 RP0402  HISTORY     - 20080408 GOOD             MNDT
 RP0402
 RP0402                          STATION DESCRIPTION
 RP0402
 RP0402'DESCRIBED BY MN HIGHWAY DEPT 1968
 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, T138N, R47W.
 RP0402
 RP0402                          STATION RECOVERY (2008)
 RP0402
 RP0402'RECOVERY NOTE BY MN DEPT OF TRANSP 2008 (KMS)
 RP0402'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 RP0396 ***********************************************************************
 RP0396  DESIGNATION -  1480 R RESET
 RP0396  PID         -  RP0396
 RP0396  STATE/COUNTY-  MN/CLAY
 RP0396  COUNTRY     -  US
 RP0396  USGS QUAD   -  GLYNDON SOUTH (2019)
 RP0396
 RP0396                         *CURRENT SURVEY CONTROL
 RP0396  ______________________________________________________________________
 RP0396* NAD 83(2011) POSITION- 46 46 01.26034(N) 096 31 34.41673(W)   ADJUSTED
 RP0396* NAD 83(2011) ELLIP HT-   260.045 (meters)        (09/12/10)   ADJUSTED
 RP0396* NAD 83(2011) EPOCH   -  2010.00
 RP0396* NAVD 88 ORTHO HEIGHT -   286.653 (meters)      940.46  (feet) ADJUSTED
 RP0396  ______________________________________________________________________
 RP0396  GEOID HEIGHT    -        -26.660 (meters)                     GEOID18
 RP0396  NAD 83(2011) X  -   -497,455.198 (meters)                     COMP
 RP0396  NAD 83(2011) Y  - -4,348,410.453 (meters)                     COMP
 RP0396  NAD 83(2011) Z  -  4,624,251.748 (meters)                     COMP
 RP0396  LAPLACE CORR    -         -1.07  (seconds)                    DEFLEC18
 RP0396  DYNAMIC HEIGHT  -        286.672 (meters)      940.52  (feet) COMP
 RP0396  MODELED GRAVITY -    980,674.1   (mgal)                       NAVD 88
 RP0396
 RP0396  VERT ORDER      -  SECOND    CLASS I
 RP0396
 RP0396  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 RP0396  Standards:
 RP0396         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 RP0396            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 RP0396  -------------------------------------------------------------------
 RP0396  NETWORK    0.56   0.82           0.26   0.19   0.42     -0.00220309
 RP0396  -------------------------------------------------------------------
 RP0396  Click here for local accuracies and other accuracy information.
 RP0396
 RP0396.The horizontal coordinates were established by GPS observations
 RP0396.and adjusted by the MN DEPT OF TRANSP in September 2010.
 RP0396
 RP0396.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 RP0396.been affixed to the stable North American tectonic plate. See 
 RP0396.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 RP0396
 RP0396.The horizontal coordinates are valid at the epoch date displayed above
 RP0396.which is a decimal equivalence of Year/Month/Day.
 RP0396
 RP0396.The orthometric height was determined by differential leveling and
 RP0396.adjusted by the NATIONAL GEODETIC SURVEY
 RP0396.in August 2019.
 RP0396
 RP0396.Significant digits in the geoid height do not necessarily reflect accuracy.
 RP0396.GEOID18 height accuracy estimate available here.
 RP0396
 RP0396.Click photographs - Photos may exist for this station.
 RP0396
 RP0396.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 RP0396
 RP0396.The Laplace correction was computed from DEFLEC18 derived deflections.
 RP0396
 RP0396.The ellipsoidal height was determined by GPS observations
 RP0396.and is referenced to NAD 83.
 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. The following values were computed from the NAD 83(2011) position.
 RP0396
 RP0396;                    North         East     Units Scale Factor Converg.
 RP0396;SPC MN C     -   298,898.769   626,160.734   MT  0.99995044   -1 38 47.7
 RP0396;SPC MN C     -   980,637.04  2,054,329.01   sFT  0.99995044   -1 38 47.7
 RP0396;UTM  14      - 5,182,245.752   688,882.446   MT  1.00003852   +1 48 10.3
 RP0396
 RP0396!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RP0396!SPC MN C     -   0.99995924  x   0.99995044  =   0.99990968
 RP0396!UTM  14      -   0.99995924  x   1.00003852  =   0.99999776
 RP0396
 RP0396_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPS8888282245(NAD 83)
 RP0396
 RP0396                          SUPERSEDED SURVEY CONTROL
 RP0396
 RP0396  NAVD 88 (06/15/91)  286.695  (m)          940.60   (f) SUPERSEDED  2 1
 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
 RP0396.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RP0396.See file dsdata.pdf to determine how the superseded data were derived.
 RP0396
 RP0396_MARKER: F = FLANGE-ENCASED ROD
 RP0396_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 RP0396+WITH SETTING: INFORMATION.
 RP0396_STAMPING: 1480 R 1968
 RP0396_MARK LOGO: MNHD
 RP0396_PROJECTION: RECESSED 25 CENTIMETERS
 RP0396_MAGNETIC: I = MARKER IS A STEEL ROD
 RP0396_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RP0396_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 RP0396+SATELLITE: SATELLITE OBSERVATIONS - July 23, 2024
 RP0396
 RP0396  HISTORY     - Date     Condition        Report By
 RP0396  HISTORY     - 19680401 MONUMENTED       MNHD
 RP0396  HISTORY     - 1969     GOOD             MNDT
 RP0396  HISTORY     - 20050414 GOOD             MNDT
 RP0396  HISTORY     - 20080408 GOOD             MNDT
 RP0396  HISTORY     - 20100722 GOOD             MNDT
 RP0396  HISTORY     - 20150120 GOOD             MNDT
 RP0396  HISTORY     - 20150921 GOOD             MNDT
 RP0396  HISTORY     - 20240723 GOOD             MNDT
 RP0396
 RP0396                          STATION DESCRIPTION
 RP0396
 RP0396'DESCRIBED BY MN DEPT OF TRANSP 1969
 RP0396'2.0 MI NW FROM DOWNER.
 RP0396'LOCATED NEAR THE NW CORNER OF 20, T 138N, R 46W.  ABOUT 1.0 MILE NORTH
 RP0396'OF THE JUNCTION OF COUNTY ROAD 10 AND FAI 94, 98 FEET NORTH OF FAI 94
 RP0396'WESTBOUND CENTER LINE, STATION 1059+77, 1 FOOT SOUTH OF A STEEL
 RP0396'WITNESS POST AND PROJECTS ABOUT 4 INCHES ABOVE GROUND.
 RP0396
 RP0396                          STATION RECOVERY (2005)
 RP0396
 RP0396'RECOVERY NOTE BY MN DEPT OF TRANSP 2005 (MPP)
 RP0396'MARK WAS RECOVERED IN GOOD CONDITION.
 RP0396
 RP0396                          STATION RECOVERY (2008)
 RP0396
 RP0396'RECOVERY NOTE BY MN DEPT OF TRANSP 2008 (KMS)
 RP0396'THE MARK WAS RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.
 RP0396'THE MARK IS 2 MI (3.2 KM) NORTHWEST OF DOWNER, 1.0 MI (1.6 KM) NORTH
 RP0396'OF THE JUNCTION OF COUNTY ROAD 10 AND INTERSTATE HIGHWAY 94, AT
 RP0396'INTERSTATE HIGHWAY 94 MILE POINT 14.35.
 RP0396'
 RP0396'IT IS 98 FT (29.9 M) NORTH OF WESTBOUND INTERSTATE HIGHWAY 94, 1.0 FT
 RP0396'(0.3 M) SOUTH OF A WITNESS POST.
 RP0396
 RP0396                          STATION RECOVERY (2010)
 RP0396
 RP0396'RECOVERY NOTE BY MN DEPT OF TRANSP 2010 (CMJ)
 RP0396'2.0 MILES NORTHWEST OF DOWNER, 1.0 MILE NORTH OF JUNCTION OF COUNTY
 RP0396'ROAD 10 AND INTERSTATE HIGHWAY 94 IN DOWNER, AT INTERSTATE HIGHWAY 94
 RP0396'MILEPOINT 14.35, 98 FEET NORTH OF WESTBOUND INTERSTATE HIGHWAY 94, 1.0
 RP0396'FOOT SOUTH OF WITNESS POST.
 RP0396
 RP0396                          STATION RECOVERY (2015)
 RP0396
 RP0396'RECOVERY NOTE BY MN DEPT OF TRANSP 2015 (KXS)
 RP0396'2.0 MILES NORTHWEST OF DOWNER, 1.0 MILE NORTH OF JUNCTION OF COUNTY
 RP0396'ROAD 10 AND INTERSTATE HIGHWAY 94 IN DOWNER, AT INTERSTATE HIGHWAY 94
 RP0396'MILEPOINT 14.35, 98 FEET NORTH OF WESTBOUND INTERSTATE HIGHWAY 94, 1.0
 RP0396'FOOT SOUTH OF WITNESS POST.
 RP0396
 RP0396                          STATION RECOVERY (2015)
 RP0396
 RP0396'RECOVERY NOTE BY MN DEPT OF TRANSP 2015 (KMS)
 RP0396'2.0 MI (3.2 KM) NORTHWEST OF DOWNER, 1.0 MI (1.6 KM) NORTHWEST ALONG
 RP0396'INTERSTATE HIGHWAY 94  FROM THE JUNCTION OF INTERSTATE HIGHWAY 94 AND
 RP0396'COUNTY ROAD 10 (JUNCTION IS 1.0 MI (1.6 KM) WEST OF DOWNER), AT
 RP0396'INTERSTATE HIGHWAY 94 MILE POINT 14.35, 98.0 FT (29.9 M) NORTHEAST OF
 RP0396'WESTBOUND INTERSTATE HIGHWAY 94, 1.0 FT (0.3 M) SOUTHEAST OF A WITNESS
 RP0396'POST.
 RP0396
 RP0396                          STATION RECOVERY (2024)
 RP0396
 RP0396'RECOVERY NOTE BY MN DEPT OF TRANSP 2024 (JMH)
 RP0396'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 RP0394 ***********************************************************************
 RP0394  DESIGNATION -  1480 S
 RP0394  PID         -  RP0394
 RP0394  STATE/COUNTY-  MN/CLAY
 RP0394  COUNTRY     -  US
 RP0394  USGS QUAD   -  GLYNDON SOUTH (2019)
 RP0394
 RP0394                         *CURRENT SURVEY CONTROL
 RP0394  ______________________________________________________________________
 RP0394* NAD 83(1986) POSITION- 46 45 15.96   (N) 096 31 16.43   (W)   HD_HELD1
 RP0394* NAVD 88 ORTHO HEIGHT -   294.384 (meters)      965.82  (feet) ADJUSTED
 RP0394  ______________________________________________________________________
 RP0394  GEOID HEIGHT    -        -26.642 (meters)                     GEOID18
 RP0394  DYNAMIC HEIGHT  -        294.405 (meters)      965.89  (feet) COMP
 RP0394  MODELED GRAVITY -    980,675.2   (mgal)                       NAVD 88
 RP0394
 RP0394  VERT ORDER      -  SECOND    CLASS I
 RP0394
 RP0394.The horizontal coordinates were determined by differentially corrected
 RP0394.hand held GPS observations or other comparable positioning techniques
 RP0394.and have an estimated accuracy of +/- 3 meters.
 RP0394
 RP0394.The orthometric height was determined by differential leveling and
 RP0394.adjusted by the NATIONAL GEODETIC SURVEY
 RP0394.in August 2019.
 RP0394
 RP0394.Significant digits in the geoid height do not necessarily reflect accuracy.
 RP0394.GEOID18 height accuracy estimate available here.
 RP0394
 RP0394.Click photographs - Photos may exist for this station.
 RP0394
 RP0394.The dynamic height is computed by dividing the NAVD 88
 RP0394.geopotential number by the normal gravity value computed on the
 RP0394.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RP0394.degrees latitude (g = 980.6199 gals.).
 RP0394
 RP0394.The modeled gravity was interpolated from observed gravity values.
 RP0394
 RP0394;                    North         East    Units  Estimated Accuracy
 RP0394;SPC MN C     -   297,489.6     626,502.1     MT  (+/- 3 meters HH1 GPS) 
 RP0394
 RP0394_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPS8930880859(NAD 83)
 RP0394
 RP0394                          SUPERSEDED SURVEY CONTROL
 RP0394
 RP0394  NAVD 88 (09/21/06)  294.425  (m)          965.96   (f) SUPERSEDED  2 1
 RP0394  NAVD 88 (06/15/91)  294.443  (m)          966.02   (f) SUPERSEDED  2 0
 RP0394  NGVD 29 (??/??/92)  294.169  (m)          965.12   (f) ADJ UNCH    2 0
 RP0394
 RP0394.Superseded values are not recommended for survey control.
 RP0394
 RP0394.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RP0394.See file dsdata.pdf to determine how the superseded data were derived.
 RP0394
 RP0394_MARKER: DB = BENCH MARK DISK
 RP0394_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 RP0394_SP_SET: BRIDGE ABUTMENT
 RP0394_STAMPING: 1480 S 1968
 RP0394_MARK LOGO: MNHD
 RP0394_MAGNETIC: N = NO MAGNETIC MATERIAL
 RP0394_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RP0394_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 RP0394+SATELLITE: SATELLITE OBSERVATIONS - May 19, 2010
 RP0394
 RP0394  HISTORY     - Date     Condition        Report By
 RP0394  HISTORY     - 1968     MONUMENTED       MNHD
 RP0394  HISTORY     - 20050414 GOOD             MNDT
 RP0394  HISTORY     - 20080409 GOOD             MNDT
 RP0394  HISTORY     - 20100519 GOOD             MNDT
 RP0394
 RP0394                          STATION DESCRIPTION
 RP0394
 RP0394'DESCRIBED BY MN HIGHWAY DEPT 1968
 RP0394'1.9 MI W FROM DOWNER.
 RP0394'MARK IS LOCATED ABOUT 1.9 MILES WEST OF DOWNER AT THE INTERCHANGE OF
 RP0394'COUNTY ROAD NO. 10 AND F.A.I. 94.  MARK IS A STANDARD MINNESOTA
 RP0394'HIGHWAY DEPARTMENT DISK, STAMPED 1480-S 1968, SET IN THE SOUTHEAST
 RP0394'CORNER ABUTMENT BRIDGE NO. 14805.  SW 1/4 SECTION 20, T 138N, R 46W.
 RP0394
 RP0394                          STATION RECOVERY (2005)
 RP0394
 RP0394'RECOVERY NOTE BY MN DEPT OF TRANSP 2005 (MPP)
 RP0394'MARK WAS RECOVERED IN GOOD CONDITION.
 RP0394
 RP0394                          STATION RECOVERY (2008)
 RP0394
 RP0394'RECOVERY NOTE BY MN DEPT OF TRANSP 2008 (KMS)
 RP0394'THE MARK WAS RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.
 RP0394'THE MARK IS 1.9 MI (3.1 KM) WEST OF DOWNER, AT THE JUNCTION OF COUNTY
 RP0394'ROAD 10 AND INTERSTATE HIGHWAY 94, IN SOUTHEAST ABUTMENT OF BRIDGE
 RP0394'14805, AT INTERSTATE HIGHWAY 94 MILE POINT 15.20, 25 FT (7.6 M) SOUTH
 RP0394'OF COUNTY ROAD 10.
 RP0394
 RP0394                          STATION RECOVERY (2010)
 RP0394
 RP0394'RECOVERY NOTE BY MN DEPT OF TRANSP 2010 (BA)
 RP0394'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 RP0393 ***********************************************************************
 RP0393  DESIGNATION -  1480 T
 RP0393  PID         -  RP0393
 RP0393  STATE/COUNTY-  MN/CLAY
 RP0393  COUNTRY     -  US
 RP0393  USGS QUAD   -  BAKER (2019)
 RP0393
 RP0393                         *CURRENT SURVEY CONTROL
 RP0393  ______________________________________________________________________
 RP0393* NAD 83(2011) POSITION- 46 44 20.85118(N) 096 30 56.99403(W)   ADJUSTED
 RP0393* NAD 83(2011) ELLIP HT-   261.206 (meters)        (09/12/10)   ADJUSTED
 RP0393* NAD 83(2011) EPOCH   -  2010.00
 RP0393* NAVD 88 ORTHO HEIGHT -   287.769 (meters)      944.12  (feet) ADJUSTED
 RP0393  ______________________________________________________________________
 RP0393  GEOID HEIGHT    -        -26.614 (meters)                     GEOID18
 RP0393  NAD 83(2011) X  -   -496,922.645 (meters)                     COMP
 RP0393  NAD 83(2011) Y  - -4,350,745.415 (meters)                     COMP
 RP0393  NAD 83(2011) Z  -  4,622,128.163 (meters)                     COMP
 RP0393  LAPLACE CORR    -         -1.05  (seconds)                    DEFLEC18
 RP0393  DYNAMIC HEIGHT  -        287.789 (meters)      944.19  (feet) COMP
 RP0393  MODELED GRAVITY -    980,678.8   (mgal)                       NAVD 88
 RP0393
 RP0393  VERT ORDER      -  SECOND    CLASS I
 RP0393
 RP0393  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 RP0393  Standards:
 RP0393         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 RP0393            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 RP0393  -------------------------------------------------------------------
 RP0393  NETWORK    0.68   1.02           0.31   0.23   0.52      0.00993885
 RP0393  -------------------------------------------------------------------
 RP0393  Click here for local accuracies and other accuracy information.
 RP0393
 RP0393.The horizontal coordinates were established by GPS observations
 RP0393.and adjusted by the MN DEPT OF TRANSP in September 2010.
 RP0393
 RP0393.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 RP0393.been affixed to the stable North American tectonic plate. See 
 RP0393.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 RP0393
 RP0393.The horizontal coordinates are valid at the epoch date displayed above
 RP0393.which is a decimal equivalence of Year/Month/Day.
 RP0393
 RP0393.The orthometric height was determined by differential leveling and
 RP0393.adjusted by the NATIONAL GEODETIC SURVEY
 RP0393.in August 2019.
 RP0393
 RP0393.Significant digits in the geoid height do not necessarily reflect accuracy.
 RP0393.GEOID18 height accuracy estimate available here.
 RP0393
 RP0393.Click photographs - Photos may exist for this station.
 RP0393
 RP0393.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 RP0393
 RP0393.The Laplace correction was computed from DEFLEC18 derived deflections.
 RP0393
 RP0393.The ellipsoidal height was determined by GPS observations
 RP0393.and is referenced to NAD 83.
 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. The following values were computed from the NAD 83(2011) position.
 RP0393
 RP0393;                    North         East     Units Scale Factor Converg.
 RP0393;SPC MN C     -   295,776.854   626,865.733   MT  0.99994689   -1 38 20.7
 RP0393;SPC MN C     -   970,394.56  2,056,641.99   sFT  0.99994689   -1 38 20.7
 RP0393;UTM  14      - 5,179,171.623   689,774.068   MT  1.00004268   +1 48 34.6
 RP0393
 RP0393!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RP0393!SPC MN C     -   0.99995906  x   0.99994689  =   0.99990595
 RP0393!UTM  14      -   0.99995906  x   1.00004268  =   1.00000173
 RP0393
 RP0393:                Primary Azimuth Mark                     Grid Az
 RP0393:SPC MN C     -  1480 AW                                  132 22 44.3
 RP0393:UTM  14      -  1480 AW                                  128 55 49.0
 RP0393
 RP0393_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPS8977479171(NAD 83)
 RP0393
 RP0393|---------------------------------------------------------------------|
 RP0393| PID    Reference Object                     Distance      Geod. Az  |
 RP0393|                                                           dddmmss.s |
 RP0393| DM7867 1480 AW                             APPROX. 1.2 KM 1304423.6 |
 RP0393|---------------------------------------------------------------------|
 RP0393
 RP0393                          SUPERSEDED SURVEY CONTROL
 RP0393
 RP0393  NAVD 88 (06/15/91)  287.809  (m)          944.25   (f) SUPERSEDED  2 1
 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
 RP0393.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RP0393.See file dsdata.pdf to determine how the superseded data were derived.
 RP0393
 RP0393_MARKER: F = FLANGE-ENCASED ROD
 RP0393_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 RP0393+WITH SETTING: INFORMATION.
 RP0393_STAMPING: 1480 T 1968
 RP0393_MARK LOGO: MNHD
 RP0393_PROJECTION: RECESSED 20 CENTIMETERS
 RP0393_MAGNETIC: I = MARKER IS A STEEL ROD
 RP0393_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RP0393_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 RP0393+SATELLITE: SATELLITE OBSERVATIONS - July 23, 2024
 RP0393
 RP0393  HISTORY     - Date     Condition        Report By
 RP0393  HISTORY     - 19680401 MONUMENTED       MNHD
 RP0393  HISTORY     - 20050414 GOOD             MNDT
 RP0393  HISTORY     - 20050414 GOOD             MNDT
 RP0393  HISTORY     - 20050414 GOOD             MNDT
 RP0393  HISTORY     - 20080408 GOOD             MNDT
 RP0393  HISTORY     - 20100519 GOOD             MNDT
 RP0393  HISTORY     - 20150921 GOOD             MNDT
 RP0393  HISTORY     - 20210713 GOOD             MNDT
 RP0393  HISTORY     - 20240723 GOOD             MNDT
 RP0393
 RP0393                          STATION DESCRIPTION
 RP0393
 RP0393'DESCRIBED BY MN HIGHWAY DEPT 1968
 RP0393'1.8 MI W FROM DOWNER.
 RP0393'MARK IS LOCATED ABOUT 0.7 MILES SOUTH OF CSAH 10, AND 1.5 MILES WEST
 RP0393'OF T.H. 9.  MARK IS A STANDARD FROST FREE MONUMENT STAMPED 1480 T 1968
 RP0393'ON THE CAP (ELEVATION IS ESTABLISHED ON A 3/4 INCH IRON ROD INSIDE THE
 RP0393'CASING).  MARK IS 98 FEET SOUTHWEST OF F.A.I. 94 EAST BOUND (STA.
 RP0393'1167+00), 1.0 FOOT SOUTHWEST OF A STEEL WITNESS POST AND PROJECTING
 RP0393'ABOUT 6 INCHES ABOVE GROUND.  NEAR CENTER SECTION 29, T 138N, R 46W.
 RP0393
 RP0393                          STATION RECOVERY (2005)
 RP0393
 RP0393'RECOVERY NOTE BY MN DEPT OF TRANSP 2005 (MPP)
 RP0393'1.8 MILES WEST OF DOWNER, 1.2 MILES SOUTH OF COUNTY ROAD 10, 1.5 MILES
 RP0393'WEST OF TRUNK HIGHWAY 9, AT INTERSTATE HIGHWAY 94 MILEPOINT 16.55, AT
 RP0393'INTERSTATE HIGHWAY 94 STATION 1167+00, 98 FEET SOUTHWEST OF EASTBOUND
 RP0393'INTERSTATE HIGHWAY 94, 1.0 FEET SOUTHWEST OF WITNESS POST.
 RP0393
 RP0393                          STATION RECOVERY (2005)
 RP0393
 RP0393'RECOVERY NOTE BY MN DEPT OF TRANSP 2005 (MPP)
 RP0393'MARK WAS RECOVERED IN GOOD CONDITION.
 RP0393
 RP0393                          STATION RECOVERY (2005)
 RP0393
 RP0393'RECOVERY NOTE BY MN DEPT OF TRANSP 2005 (MPP)
 RP0393'1.8 MILES WEST OF DOWNER, 1.2 MILES SOUTH OF COUNTY ROAD 10, 1.5 MILES
 RP0393'WEST OF TRUNK HIGHWAY 9, AT INTERSTATE HIGHWAY 94 MILEPOINT 16.55, AT
 RP0393'INTERSTATE HIGHWAY 94 STATION 1167+00, 98 FEET SOUTHWEST OF EASTBOUND
 RP0393'INTERSTATE HIGHWAY 94, 1.0 FEET SOUTHWEST OF WITNESS POST.
 RP0393
 RP0393                          STATION RECOVERY (2008)
 RP0393
 RP0393'RECOVERY NOTE BY MN DEPT OF TRANSP 2008 (KMS)
 RP0393'RECOVERED AS DESCRIBED.
 RP0393
 RP0393                          STATION RECOVERY (2010)
 RP0393
 RP0393'RECOVERY NOTE BY MN DEPT OF TRANSP 2010 (BA)
 RP0393'RECOVERED AS DESCRIBED.
 RP0393
 RP0393                          STATION RECOVERY (2015)
 RP0393
 RP0393'RECOVERY NOTE BY MN DEPT OF TRANSP 2015 (KMS)
 RP0393'1.8 MI (2.9 KM) WEST OF DOWNER, 1.1 MI (1.8 KM) SOUTH ALONG EASTBOUND
 RP0393'INTERSTATE HIGHWAY 94  FROM THE JUNCTION OF INTERSTATE HIGHWAY 94 AND
 RP0393'COUNTY ROAD 10 (JUNCTION IS 1.7 MI (2.7 KM) WEST OF DOWNER), AT
 RP0393'INTERSTATE HIGHWAY 94 MILE POINT 16.45, AT INTERSTATE HIGHWAY 94
 RP0393'STATION 1167+00, 98.0 FT (29.9 M) SOUTHWEST OF EASTBOUND INTERSTATE
 RP0393'HIGHWAY 94, 1.0 FT (0.3 M) SOUTHWEST OF A WITNESS POST.
 RP0393
 RP0393                          STATION RECOVERY (2021)
 RP0393
 RP0393'RECOVERY NOTE BY MN DEPT OF TRANSP 2021 (DAS)
 RP0393'RECOVERED IN GOOD CONDITION.
 RP0393
 RP0393                          STATION RECOVERY (2024)
 RP0393
 RP0393'RECOVERY NOTE BY MN DEPT OF TRANSP 2024 (JMH)
 RP0393'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 RP0102 ***********************************************************************
 RP0102  DESIGNATION -  1480 U
 RP0102  PID         -  RP0102
 RP0102  STATE/COUNTY-  MN/CLAY
 RP0102  COUNTRY     -  US
 RP0102  USGS QUAD   -  BARNESVILLE (2019)
 RP0102
 RP0102                         *CURRENT SURVEY CONTROL
 RP0102  ______________________________________________________________________
 RP0102* NAD 83(1986) POSITION- 46 43 28.0    (N) 096 29 20.0    (W)   HD_HELD2
 RP0102* NAVD 88 ORTHO HEIGHT -   290.652 (meters)      953.58  (feet) ADJUSTED
 RP0102  ______________________________________________________________________
 RP0102  GEOID HEIGHT    -        -26.588 (meters)                     GEOID18
 RP0102  DYNAMIC HEIGHT  -        290.674 (meters)      953.65  (feet) COMP
 RP0102  MODELED GRAVITY -    980,684.7   (mgal)                       NAVD 88
 RP0102
 RP0102  VERT ORDER      -  SECOND    CLASS I
 RP0102
 RP0102.The horizontal coordinates were established by autonomous hand held GPS
 RP0102.observations and have an estimated accuracy of +/- 10 meters.
 RP0102
 RP0102.The orthometric height was determined by differential leveling and
 RP0102.adjusted by the NATIONAL GEODETIC SURVEY
 RP0102.in August 2019.
 RP0102
 RP0102.Significant digits in the geoid height do not necessarily reflect accuracy.
 RP0102.GEOID18 height accuracy estimate available here.
 RP0102
 RP0102.Click photographs - Photos may exist for this station.
 RP0102
 RP0102.The dynamic height is computed by dividing the NAVD 88
 RP0102.geopotential number by the normal gravity value computed on the
 RP0102.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RP0102.degrees latitude (g = 980.6199 gals.).
 RP0102
 RP0102.The modeled gravity was interpolated from observed gravity values.
 RP0102
 RP0102;                    North         East    Units  Estimated Accuracy
 RP0102;SPC MN C     -   294,087.      628,878.      MT  (+/- 10 meters HH2 GPS)
 RP0102
 RP0102_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPS9188477605(NAD 83)
 RP0102
 RP0102                          SUPERSEDED SURVEY CONTROL
 RP0102
 RP0102  NAVD 88 (05/30/12)  290.698  (m)          953.73   (f) SUPERSEDED  2 1
 RP0102  NAVD 88 (06/15/91)  290.741  (m)          953.87   (f) SUPERSEDED  2 0
 RP0102  NGVD 29 (??/??/92)  290.472  (m)          952.99   (f) ADJ UNCH    2 0
 RP0102
 RP0102.Superseded values are not recommended for survey control.
 RP0102
 RP0102.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RP0102.See file dsdata.pdf to determine how the superseded data were derived.
 RP0102
 RP0102_MARKER: DB = BENCH MARK DISK
 RP0102_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 RP0102_SP_SET: BOX CULVERT HEADWALL
 RP0102_STAMPING: 1480 U 1968
 RP0102_MARK LOGO: MNHD
 RP0102_MAGNETIC: N = NO MAGNETIC MATERIAL
 RP0102_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RP0102+STABILITY: SURFACE MOTION
 RP0102_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 RP0102+SATELLITE: SATELLITE OBSERVATIONS - May 19, 2010
 RP0102
 RP0102  HISTORY     - Date     Condition        Report By
 RP0102  HISTORY     - 19680401 MONUMENTED       MNHD
 RP0102  HISTORY     - 20100519 GOOD             MNDT
 RP0102
 RP0102                          STATION DESCRIPTION
 RP0102
 RP0102'DESCRIBED BY MN HIGHWAY DEPT 1968
 RP0102'2.0 MI S FROM DOWNER.
 RP0102'MARK IS LOCATED AT A DRAINAGE DITCH, ABOUT 2.0 MILES SOUTH OF DOWNER.
 RP0102'MARK IS A STANDARD MINNESOTA HIGHWAY DEPARTMENT DISK STAMPED 1480-U
 RP0102'1968, SET IN THE SOUTHEAST CORNER HEADWALL OF A BOX CULVERT.  MARK IS
 RP0102'35 FEET EAST OF F.A.I. 94 WEST BOUND CENTERLINE (STA. 1215+85).  NEAR
 RP0102'CENTER SECTION 33, T138N, R46W.
 RP0102
 RP0102                          STATION RECOVERY (2010)
 RP0102
 RP0102'RECOVERY NOTE BY MN DEPT OF TRANSP 2010 (BA)
 RP0102'THE MARK IS 2.0 MI (3.2 KM) SOUTH OF DOWNER.
 RP0102'
 RP0102'ALONG INTERSTATE HIGHWAY 94 TO MILE POINT 17.8.
 RP0102'
 RP0102'IT IS IN SOUTHEAST HEADWALL OF WESTBOUND INTERSTATE HIGHWAY 94 BOX
 RP0102'CULVERT AT DITCH, 35 FT (10.7 M) EAST OF WESTBOUND INTERSTATE HIGHWAY
 RP0102'94.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 RP0101 ***********************************************************************
 RP0101  DESIGNATION -  1480 V
 RP0101  PID         -  RP0101
 RP0101  STATE/COUNTY-  MN/CLAY
 RP0101  COUNTRY     -  US
 RP0101  USGS QUAD   -  BARNESVILLE (2019)
 RP0101
 RP0101                         *CURRENT SURVEY CONTROL
 RP0101  ______________________________________________________________________
 RP0101* NAD 83(1986) POSITION- 46 42 35.0    (N) 096 28 16.0    (W)   HD_HELD2
 RP0101* NAVD 88 ORTHO HEIGHT -   292.580 (meters)      959.91  (feet) ADJUSTED
 RP0101  ______________________________________________________________________
 RP0101  GEOID HEIGHT    -        -26.559 (meters)                     GEOID18
 RP0101  DYNAMIC HEIGHT  -        292.604 (meters)      959.99  (feet) COMP
 RP0101  MODELED GRAVITY -    980,688.9   (mgal)                       NAVD 88
 RP0101
 RP0101  VERT ORDER      -  SECOND    CLASS I
 RP0101
 RP0101.The horizontal coordinates were established by autonomous hand held GPS
 RP0101.observations and have an estimated accuracy of +/- 10 meters.
 RP0101
 RP0101.The orthometric height was determined by differential leveling and
 RP0101.adjusted by the NATIONAL GEODETIC SURVEY
 RP0101.in August 2019.
 RP0101
 RP0101.Significant digits in the geoid height do not necessarily reflect accuracy.
 RP0101.GEOID18 height accuracy estimate available here.
 RP0101
 RP0101.Click photographs - Photos may exist for this station.
 RP0101
 RP0101.The dynamic height is computed by dividing the NAVD 88
 RP0101.geopotential number by the normal gravity value computed on the
 RP0101.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RP0101.degrees latitude (g = 980.6199 gals.).
 RP0101
 RP0101.The modeled gravity was interpolated from observed gravity values.
 RP0101
 RP0101;                    North         East    Units  Estimated Accuracy
 RP0101;SPC MN C     -   292,413.      630,190.      MT  (+/- 10 meters HH2 GPS)
 RP0101
 RP0101_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPS9329576013(NAD 83)
 RP0101
 RP0101                          SUPERSEDED SURVEY CONTROL
 RP0101
 RP0101  NAVD 88 (06/15/91)  292.632  (m)          960.08   (f) SUPERSEDED  2 1
 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
 RP0101.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RP0101.See file dsdata.pdf to determine how the superseded data were derived.
 RP0101
 RP0101_MARKER: DB = BENCH MARK DISK
 RP0101_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 RP0101_SP_SET: BOX CULVERT HEADWALL
 RP0101_STAMPING: 1480 V 1968
 RP0101_MARK LOGO: MNHD
 RP0101_MAGNETIC: N = NO MAGNETIC MATERIAL
 RP0101_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RP0101+STABILITY: SURFACE MOTION
 RP0101_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 RP0101+SATELLITE: SATELLITE OBSERVATIONS - May 20, 2010
 RP0101
 RP0101  HISTORY     - Date     Condition        Report By
 RP0101  HISTORY     - 1968     MONUMENTED       MNHD
 RP0101  HISTORY     - 20100520 GOOD             MNDT
 RP0101
 RP0101                          STATION DESCRIPTION
 RP0101
 RP0101'DESCRIBED BY MN HIGHWAY DEPT 1968
 RP0101'3.5 MI NW FROM BARNESVILLE.
 RP0101'MARK IS LOCATED ABOUT 1.0 MILE WEST OF T.H. NO. 9.  MARK IS A STANDARD
 RP0101'MINNESOTA HIGHWAY DEPARTMENT DISK STAMPED 1480 V 1968, SET IN THE
 RP0101'SOUTHEAST CORNER OF A DOUBLE BOX CULVERT, 35 FEET NORTH OF F.A.I. 94
 RP0101'WEST BOUND (STA. 1321+80) OVER STONEY CREEK.  NEAR CENTER SECTION 3,
 RP0101'T137N, R46W.
 RP0101
 RP0101                          STATION RECOVERY (2010)
 RP0101
 RP0101'RECOVERY NOTE BY MN DEPT OF TRANSP 2010 (BA)
 RP0101'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 RP0097 ***********************************************************************
 RP0097  DESIGNATION -  1480 W
 RP0097  PID         -  RP0097
 RP0097  STATE/COUNTY-  MN/CLAY
 RP0097  COUNTRY     -  US
 RP0097  USGS QUAD   -  BARNESVILLE (2019)
 RP0097
 RP0097                         *CURRENT SURVEY CONTROL
 RP0097  ______________________________________________________________________
 RP0097* NAD 83(2011) POSITION- 46 41 19.58555(N) 096 26 44.63974(W)   ADJUSTED
 RP0097* NAD 83(2011) ELLIP HT-   271.273 (meters)        (01/09/25)   ADJUSTED
 RP0097* NAD 83(2011) EPOCH   -  2010.00
 RP0097* NAVD 88 ORTHO HEIGHT -   297.768 (meters)      976.93  (feet) ADJUSTED
 RP0097  ______________________________________________________________________
 RP0097  GEOID HEIGHT    -        -26.536 (meters)                     GEOID18
 RP0097  NAD 83(2011) X  -   -492,057.573 (meters)                     COMP
 RP0097  NAD 83(2011) Y  - -4,355,405.918 (meters)                     COMP
 RP0097  NAD 83(2011) Z  -  4,618,297.561 (meters)                     COMP
 RP0097  LAPLACE CORR    -         -0.87  (seconds)                    DEFLEC18
 RP0097  DYNAMIC HEIGHT  -        297.794 (meters)      977.01  (feet) COMP
 RP0097  MODELED GRAVITY -    980,692.0   (mgal)                       NAVD 88
 RP0097
 RP0097  VERT ORDER      -  SECOND    CLASS I
 RP0097
 RP0097  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 RP0097  Standards:
 RP0097         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 RP0097            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 RP0097  -------------------------------------------------------------------
 RP0097  NETWORK    0.64   0.82           0.30   0.21   0.42     -0.07724818
 RP0097  -------------------------------------------------------------------
 RP0097  Click here for local accuracies and other accuracy information.
 RP0097
 RP0097.The horizontal coordinates were established by GPS observations
 RP0097.and adjusted by the MN DEPT OF TRANSP in January 2025.
 RP0097
 RP0097.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 RP0097.been affixed to the stable North American tectonic plate. See 
 RP0097.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 RP0097
 RP0097.The horizontal coordinates are valid at the epoch date displayed above
 RP0097.which is a decimal equivalence of Year/Month/Day.
 RP0097
 RP0097.The orthometric height was determined by differential leveling and
 RP0097.adjusted by the NATIONAL GEODETIC SURVEY
 RP0097.in August 2019.
 RP0097
 RP0097.Significant digits in the geoid height do not necessarily reflect accuracy.
 RP0097.GEOID18 height accuracy estimate available here.
 RP0097
 RP0097.Click photographs - Photos may exist for this station.
 RP0097
 RP0097.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 RP0097
 RP0097.The Laplace correction was computed from DEFLEC18 derived deflections.
 RP0097
 RP0097.The ellipsoidal height was determined by GPS observations
 RP0097.and is referenced to NAD 83.
 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. The following values were computed from the NAD 83(2011) position.
 RP0097
 RP0097;                    North         East     Units Scale Factor Converg.
 RP0097;SPC MN C     -   290,031.114   632,065.480   MT  0.99994107   -1 35 18.1
 RP0097;SPC MN C     -   951,543.75  2,073,701.50   sFT  0.99994107   -1 35 18.1
 RP0097;UTM  14      - 5,173,748.416   695,310.597   MT  1.00006889   +1 51 33.0
 RP0097
 RP0097!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RP0097!SPC MN C     -   0.99995748  x   0.99994107  =   0.99989855
 RP0097!UTM  14      -   0.99995748  x   1.00006889  =   1.00002637
 RP0097
 RP0097_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPS9531073748(NAD 83)
 RP0097
 RP0097                          SUPERSEDED SURVEY CONTROL
 RP0097
 RP0097  NAVD 88 (06/15/91)  297.809  (m)          977.06   (f) SUPERSEDED  2 1
 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
 RP0097.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RP0097.See file dsdata.pdf to determine how the superseded data were derived.
 RP0097
 RP0097_MARKER: F = FLANGE-ENCASED ROD
 RP0097_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 RP0097+WITH SETTING: INFORMATION.
 RP0097_STAMPING: 1480 W 1968
 RP0097_MARK LOGO: MNHD
 RP0097_PROJECTION: RECESSED 30 CENTIMETERS
 RP0097_MAGNETIC: I = MARKER IS A STEEL ROD
 RP0097_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RP0097_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 RP0097+SATELLITE: SATELLITE OBSERVATIONS - July 23, 2024
 RP0097
 RP0097  HISTORY     - Date     Condition        Report By
 RP0097  HISTORY     - 19680401 MONUMENTED       MNHD
 RP0097  HISTORY     - 20100520 GOOD             MNDT
 RP0097  HISTORY     - 20150921 GOOD             MNDT
 RP0097  HISTORY     - 20240723 GOOD             MNDT
 RP0097
 RP0097                          STATION DESCRIPTION
 RP0097
 RP0097'DESCRIBED BY MN HIGHWAY DEPT 1968
 RP0097'2.0 MI NW FROM BARNESVILLE.
 RP0097'MARK IS LOCATED ABOUT 2.0 MILES NORTHWEST OF BARNESVILLE ALONG F.A.I.
 RP0097'94.  MARK IS A STANDARD FROST FREE MONUMENT STAMPED 1480 W 1968 ON THE
 RP0097'CAP (ELEVATION IS ESTABLISHED ON A 3/4 INCH IRON ROD INSIDE THE
 RP0097'CASING).  MARK IS 97 FEET NORTHEAST OF F.A.I. 94 WEST BOUND (STA.
 RP0097'1421+55), 2.0 FEET SOUTH OF THE SOUTH END OF A BARRICADE ACROSS A
 RP0097'COUNTY ROAD (DEAD END), 2.0 FEET NORTH EAST OF A STEEL WITNESS POST
 RP0097'AND PROJECTS ABOUT 6 INCHES ABOVE GROUND.  NE 1/4 SECTION 14, T137N,
 RP0097'R46W.
 RP0097
 RP0097                          STATION RECOVERY (2010)
 RP0097
 RP0097'RECOVERY NOTE BY MN DEPT OF TRANSP 2010 (BA)
 RP0097'THE MARK IS 2.0 MI (3.2 KM) NORTHWEST OF BARNESVILLE.
 RP0097'
 RP0097'97 FT NORTHEAST OF WESTBOUND INTERSTATE HIGHWAY 94, AT INTERSTATE
 RP0097'HIGHWAY 94 STATION 1421+55.
 RP0097'
 RP0097'IT IS 2.0 FT (0.6 M) SOUTH OF SOUTH END OF ROAD BARRICADE, 1.0 FT (0.3
 RP0097'M) NORTHWEST OF A WITNESS POST.
 RP0097
 RP0097                          STATION RECOVERY (2015)
 RP0097
 RP0097'RECOVERY NOTE BY MN DEPT OF TRANSP 2015 (MAS)
 RP0097'2.0 MI (3.2 KM) NORTHWEST OF BARNESVILLE, 1.5 MI (2.4 KM) NORTHWEST
 RP0097'ALONG INTERSTATE HIGHWAY 94  FROM THE JUNCTION OF INTERSTATE HIGHWAY
 RP0097'94 AND TRUNK HIGHWAY 9 (JUNCTION IS 1.5 MI (2.4 KM) NORTH OF
 RP0097'BARNESVILLE), AT INTERSTATE HIGHWAY 94 MILE POINT 21.25, AT INTERSTATE
 RP0097'HIGHWAY 94 STATION 1421+55, 97.0 FT (29.6 M) NORTHEAST OF WESTBOUND
 RP0097'INTERSTATE HIGHWAY 94, 1.0 FT (0.3 M) NORTHWEST OF A WITNESS POST.
 RP0097
 RP0097                          STATION RECOVERY (2024)
 RP0097
 RP0097'RECOVERY NOTE BY MN DEPT OF TRANSP 2024 (ADW)
 RP0097'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 RP0096 ***********************************************************************
 RP0096  DESIGNATION -  1480 X
 RP0096  PID         -  RP0096
 RP0096  STATE/COUNTY-  MN/CLAY
 RP0096  COUNTRY     -  US
 RP0096  USGS QUAD   -  BARNESVILLE (2019)
 RP0096
 RP0096                         *CURRENT SURVEY CONTROL
 RP0096  ______________________________________________________________________
 RP0096* NAD 83(1986) POSITION- 46 40 52.0    (N) 096 26 02.0    (W)   HD_HELD2
 RP0096* NAVD 88 ORTHO HEIGHT -   310.669 (meters)     1019.25  (feet) ADJUSTED
 RP0096  ______________________________________________________________________
 RP0096  GEOID HEIGHT    -        -26.535 (meters)                     GEOID18
 RP0096  DYNAMIC HEIGHT  -        310.695 (meters)     1019.34  (feet) COMP
 RP0096  MODELED GRAVITY -    980,690.7   (mgal)                       NAVD 88
 RP0096
 RP0096  VERT ORDER      -  SECOND    CLASS I
 RP0096
 RP0096.The horizontal coordinates were established by autonomous hand held GPS
 RP0096.observations and have an estimated accuracy of +/- 10 meters.
 RP0096
 RP0096.The orthometric height was determined by differential leveling and
 RP0096.adjusted by the NATIONAL GEODETIC SURVEY
 RP0096.in August 2019.
 RP0096
 RP0096.Significant digits in the geoid height do not necessarily reflect accuracy.
 RP0096.GEOID18 height accuracy estimate available here.
 RP0096
 RP0096.Click photographs - Photos may exist for this station.
 RP0096
 RP0096.The dynamic height is computed by dividing the NAVD 88
 RP0096.geopotential number by the normal gravity value computed on the
 RP0096.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RP0096.degrees latitude (g = 980.6199 gals.).
 RP0096
 RP0096.The modeled gravity was interpolated from observed gravity values.
 RP0096
 RP0096;                    North         East    Units  Estimated Accuracy
 RP0096;SPC MN C     -   289,155.      632,948.      MT  (+/- 10 meters HH2 GPS)
 RP0096
 RP0096_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPS9624372926(NAD 83)
 RP0096
 RP0096                          SUPERSEDED SURVEY CONTROL
 RP0096
 RP0096  NAVD 88 (05/30/12)  310.714  (m)         1019.40   (f) SUPERSEDED  2 1
 RP0096  NAVD 88 (06/15/91)  310.720  (m)         1019.42   (f) SUPERSEDED  2 0
 RP0096  NGVD 29 (??/??/92)  310.455  (m)         1018.55   (f) ADJ UNCH    2 0
 RP0096
 RP0096.Superseded values are not recommended for survey control.
 RP0096
 RP0096.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RP0096.See file dsdata.pdf to determine how the superseded data were derived.
 RP0096
 RP0096_MARKER: DB = BENCH MARK DISK
 RP0096_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 RP0096_SP_SET: BRIDGE ABUTMENT
 RP0096_STAMPING: 1480 X 1969
 RP0096_MARK LOGO: MNHD
 RP0096_MAGNETIC: N = NO MAGNETIC MATERIAL
 RP0096_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RP0096_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 RP0096+SATELLITE: SATELLITE OBSERVATIONS - July 12, 2022
 RP0096
 RP0096  HISTORY     - Date     Condition        Report By
 RP0096  HISTORY     - 19690401 MONUMENTED       MNHD
 RP0096  HISTORY     - 20100519 GOOD             MNDT
 RP0096  HISTORY     - 20140513 GOOD             MNDT
 RP0096  HISTORY     - 20220712 GOOD             MNDT
 RP0096
 RP0096                          STATION DESCRIPTION
 RP0096
 RP0096'DESCRIBED BY MN HIGHWAY DEPT 1969
 RP0096'2.0 MI N FROM BARNESVILLE.
 RP0096'MARK IS LOCATED NEAR THE CORNER OF BRIDGE 14810 FAI 94 EAST BOUND OVER
 RP0096'THE GREAT NORTHERN RAILROAD.  CENTER OF SECTION 13, T137N, R46W.
 RP0096
 RP0096                          STATION RECOVERY (2010)
 RP0096
 RP0096'RECOVERY NOTE BY MN DEPT OF TRANSP 2010 (BA)
 RP0096'RECOVERED AS DESCRIBED.
 RP0096
 RP0096                          STATION RECOVERY (2014)
 RP0096
 RP0096'RECOVERY NOTE BY MN DEPT OF TRANSP 2014 (KMS)
 RP0096'2.0 MI (3.2 KM) NORTH OF BARNESVILLE, IN BRIDGE ABUTMENT IN SOUTHEAST
 RP0096'CORNER OF EASTBOUND INTERSTATE HIGHWAY 94 BRIDGE NUMBER 14810 OVER
 RP0096'RAILROAD TRACKS, 2.45 MI (3.9 KM) NORTHWEST ALONG INTERSTATE HIGHWAY
 RP0096'94  FROM THE JUNCTION OF INTERSTATE HIGHWAY 94 AND TRUNK HIGHWAY 34 IN
 RP0096'BARNESVILLE, AT INTERSTATE HIGHWAY 94 MILEPOST 22.1, 24.5 FT (7.5 M)
 RP0096'SOUTH OF EASTBOUND INTERSTATE HIGHWAY 94.
 RP0096
 RP0096                          STATION RECOVERY (2022)
 RP0096
 RP0096'RECOVERY NOTE BY MN DEPT OF TRANSP 2022 (TJD)
 RP0096'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 RP0091 ***********************************************************************
 RP0091  DESIGNATION -  1480 Y
 RP0091  PID         -  RP0091
 RP0091  STATE/COUNTY-  MN/CLAY
 RP0091  COUNTRY     -  US
 RP0091  USGS QUAD   -  BARNESVILLE (2019)
 RP0091
 RP0091                         *CURRENT SURVEY CONTROL
 RP0091  ______________________________________________________________________
 RP0091* NAD 83(1986) POSITION- 46 40 39.92   (N) 096 25 12.38   (W)   HD_HELD1
 RP0091* NAVD 88 ORTHO HEIGHT -   314.570 (meters)     1032.05  (feet) ADJUSTED
 RP0091  ______________________________________________________________________
 RP0091  GEOID HEIGHT    -        -26.538 (meters)                     GEOID18
 RP0091  DYNAMIC HEIGHT  -        314.597 (meters)     1032.14  (feet) COMP
 RP0091  MODELED GRAVITY -    980,689.2   (mgal)                       NAVD 88
 RP0091
 RP0091  VERT ORDER      -  SECOND    CLASS I
 RP0091
 RP0091.The horizontal coordinates were determined by differentially corrected
 RP0091.hand held GPS observations or other comparable positioning techniques
 RP0091.and have an estimated accuracy of +/- 3 meters.
 RP0091
 RP0091.The orthometric height was determined by differential leveling and
 RP0091.adjusted by the NATIONAL GEODETIC SURVEY
 RP0091.in August 2019.
 RP0091
 RP0091.Significant digits in the geoid height do not necessarily reflect accuracy.
 RP0091.GEOID18 height accuracy estimate available here.
 RP0091
 RP0091.Click photographs - Photos may exist for this station.
 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     -   288,752.8     633,991.5     MT  (+/- 3 meters HH1 GPS) 
 RP0091
 RP0091_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPS9731072588(NAD 83)
 RP0091
 RP0091                          SUPERSEDED SURVEY CONTROL
 RP0091
 RP0091  NAVD 88 (05/30/12)  314.615  (m)         1032.20   (f) SUPERSEDED  2 1
 RP0091  NAVD 88 (06/15/91)  314.631  (m)         1032.25   (f) SUPERSEDED  2 0
 RP0091  NGVD 29 (??/??/92)  314.366  (m)         1031.38   (f) ADJ UNCH    2 0
 RP0091
 RP0091.Superseded values are not recommended for survey control.
 RP0091
 RP0091.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RP0091.See file dsdata.pdf to determine how the superseded data were derived.
 RP0091
 RP0091_MARKER: DB = BENCH MARK DISK
 RP0091_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 RP0091_SP_SET: BRIDGE ABUTMENT
 RP0091_STAMPING: 1480 Y 1968
 RP0091_MARK LOGO: MNHD
 RP0091_MAGNETIC: N = NO MAGNETIC MATERIAL
 RP0091_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RP0091_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 RP0091+SATELLITE: SATELLITE OBSERVATIONS - July 26, 2023
 RP0091
 RP0091  HISTORY     - Date     Condition        Report By
 RP0091  HISTORY     - 19680401 MONUMENTED       MNHD
 RP0091  HISTORY     - 20100519 GOOD             MNDT
 RP0091  HISTORY     - 20140513 GOOD             MNDT
 RP0091  HISTORY     - 20220712 GOOD             MNDT
 RP0091  HISTORY     - 20230726 GOOD             MNDT
 RP0091
 RP0091                          STATION DESCRIPTION
 RP0091
 RP0091'DESCRIBED BY MN HIGHWAY DEPT 1968
 RP0091'1.6 MI N FROM BARNESVILLE.
 RP0091'MARK IS LOCATED ABOUT 1.6 MILES NORTH OF BARNESVILLE AT THE
 RP0091'INTERCHANGE OF T.H. 9 AND F.A.I. 94.  MARK IS A STANDARD MINNESOTA
 RP0091'HIGHWAY DEPARTMENT DISK, STAMPED 1480 Y 1968, SET IN THE SOUTHEAST
 RP0091'CORNER ABUTMENT OF BRIDGE NO. 14807. E 1/4 CORNER SECTION 13, T137N,
 RP0091'R46W.
 RP0091
 RP0091                          STATION RECOVERY (2010)
 RP0091
 RP0091'RECOVERY NOTE BY MN DEPT OF TRANSP 2010 (BA)
 RP0091'RECOVERED AS DESCRIBED.
 RP0091
 RP0091                          STATION RECOVERY (2014)
 RP0091
 RP0091'RECOVERY NOTE BY MN DEPT OF TRANSP 2014 (KMS)
 RP0091'1.6 MI (2.6 KM) NORTH OF BARNESVILLE, IN BRIDGE ABUTMENT IN SOUTHEAST
 RP0091'CORNER OF TRUNK HIGHWAY 9 BRIDGE NUMBER 14807 OVER INTERSTATE HIGHWAY
 RP0091'94, 1.5 MI (2.4 KM) NORTH ALONG TRUNK HIGHWAY 9 FROM BARNESVILLE, 25.0
 RP0091'FT (7.6 M) EAST OF TRUNK HIGHWAY 9.
 RP0091
 RP0091                          STATION RECOVERY (2022)
 RP0091
 RP0091'RECOVERY NOTE BY MN DEPT OF TRANSP 2022 (TJD)
 RP0091'RECOVERED IN GOOD CONDITION.
 RP0091
 RP0091                          STATION RECOVERY (2023)
 RP0091
 RP0091'RECOVERY NOTE BY MN DEPT OF TRANSP 2023 (KMS)
 RP0091'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 RP0082 ***********************************************************************
 RP0082  DESIGNATION -  1480 Z
 RP0082  PID         -  RP0082
 RP0082  STATE/COUNTY-  MN/CLAY
 RP0082  COUNTRY     -  US
 RP0082  USGS QUAD   -  BARNESVILLE (2019)
 RP0082
 RP0082                         *CURRENT SURVEY CONTROL
 RP0082  ______________________________________________________________________
 RP0082* NAD 83(1986) POSITION- 46 39 34.14   (N) 096 23 39.01   (W)   HD_HELD1
 RP0082* NAVD 88 ORTHO HEIGHT -   324.838 (meters)     1065.74  (feet) ADJUSTED
 RP0082  ______________________________________________________________________
 RP0082  GEOID HEIGHT    -        -26.549 (meters)                     GEOID18
 RP0082  DYNAMIC HEIGHT  -        324.864 (meters)     1065.82  (feet) COMP
 RP0082  MODELED GRAVITY -    980,682.7   (mgal)                       NAVD 88
 RP0082
 RP0082  VERT ORDER      -  SECOND    CLASS I
 RP0082
 RP0082.The horizontal coordinates were determined by differentially corrected
 RP0082.hand held GPS observations or other comparable positioning techniques
 RP0082.and have an estimated accuracy of +/- 3 meters.
 RP0082
 RP0082.The orthometric height was determined by differential leveling and
 RP0082.adjusted by the NATIONAL GEODETIC SURVEY
 RP0082.in August 2019.
 RP0082
 RP0082.Significant digits in the geoid height do not necessarily reflect accuracy.
 RP0082.GEOID18 height accuracy estimate available here.
 RP0082
 RP0082.Click photographs - Photos may exist for this station.
 RP0082
 RP0082.The dynamic height is computed by dividing the NAVD 88
 RP0082.geopotential number by the normal gravity value computed on the
 RP0082.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RP0082.degrees latitude (g = 980.6199 gals.).
 RP0082
 RP0082.The modeled gravity was interpolated from observed gravity values.
 RP0082
 RP0082;                    North         East    Units  Estimated Accuracy
 RP0082;SPC MN C     -   286,668.4     635,920.1     MT  (+/- 3 meters HH1 GPS) 
 RP0082
 RP0082_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPS9936070623(NAD 83)
 RP0082
 RP0082                          SUPERSEDED SURVEY CONTROL
 RP0082
 RP0082  NAVD 88 (06/15/91)  324.883  (m)         1065.89   (f) SUPERSEDED  2 1
 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
 RP0082.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RP0082.See file dsdata.pdf to determine how the superseded data were derived.
 RP0082
 RP0082_MARKER: DB = BENCH MARK DISK
 RP0082_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 RP0082_SP_SET: BRIDGE ABUTMENT
 RP0082_STAMPING: 1480 Z 1968
 RP0082_MARK LOGO: MNHD
 RP0082_MAGNETIC: N = NO MAGNETIC MATERIAL
 RP0082_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RP0082_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 RP0082+SATELLITE: SATELLITE OBSERVATIONS - July 26, 2023
 RP0082
 RP0082  HISTORY     - Date     Condition        Report By
 RP0082  HISTORY     - 19680401 MONUMENTED       MNHD
 RP0082  HISTORY     - 20050607 GOOD             MNDT
 RP0082  HISTORY     - 20100519 GOOD             MNDT
 RP0082  HISTORY     - 20140513 GOOD             MNDT
 RP0082  HISTORY     - 20150916 GOOD             MNDT
 RP0082  HISTORY     - 20220712 GOOD             MNDT
 RP0082  HISTORY     - 20230726 GOOD             MNDT
 RP0082
 RP0082                          STATION DESCRIPTION
 RP0082
 RP0082'DESCRIBED BY MN HIGHWAY DEPT 1968
 RP0082'1.0 MI E FROM BARNESVILLE.
 RP0082'MARK IS LOCATED ABOUT 1.0 MILE EAST OF THE JUNCTION OF T.H. 9, 52, AND
 RP0082'T.H. 34 IN BARNESVILLE AND AT THE INTERCHANGE OF T.H. 34 AND F.A.I.
 RP0082'94.  MARK IS A STANDARD MINNESOTA HIGHWAY DEPARTMENT DISK, STAMPED
 RP0082'1480 Z 1968, SET IN THE SOUTHEAST CORNER ABUTMENT OF BRIDGE NO. 14808.
 RP0082'N 1/4 SECTION 29, T137N, R45W.
 RP0082
 RP0082                          STATION RECOVERY (2005)
 RP0082
 RP0082'RECOVERY NOTE BY MN DEPT OF TRANSP 2005 (KNB)
 RP0082'THE STATION IS LOCATED ABOUT 7.9 MI (12.7 KM) SOUTHEAST OF DOWNER, 7.3
 RP0082'MI (11.7 KM) NORTH-NORTHWEST OF LAWNDALE AND 1.0 MI (1.6 KM)
 RP0082'EAST-NORTHEAST OF BARNESVILLE, AT THE JUNCTION OF TRUNK HIGHWAY 34 AND
 RP0082'INTERSTATE HIGHWAY 94, IN SOUTHEAST ABUTMENT OF BRIDGE NUMBER 14808
 RP0082'OVER TRUNK HIGHWAY 34.
 RP0082
 RP0082                          STATION RECOVERY (2010)
 RP0082
 RP0082'RECOVERY NOTE BY MN DEPT OF TRANSP 2010 (BA)
 RP0082'RECOVERED AS DESCRIBED.
 RP0082
 RP0082                          STATION RECOVERY (2014)
 RP0082
 RP0082'RECOVERY NOTE BY MN DEPT OF TRANSP 2014 (KMS)
 RP0082'THE STATION IS LOCATED ABOUT 7.9 MI (12.7 KM) SOUTHEAST OF DOWNER, 7.3
 RP0082'MI (11.7 KM) NORTH-NORTHWEST OF LAWNDALE AND 1.3 MI (2.1 KM)
 RP0082'EAST-NORTHEAST OF BARNESVILLE.
 RP0082'
 RP0082'TO REACH THE MARK AT THE JUNCTION OF TRUNK HIGHWAY 34 AND INTERSTATE
 RP0082'HIGHWAY 94, IN SOUTHEAST ABUTMENT OF TRUNK HIGHWAY 34 BRIDGE NUMBER
 RP0082'14808 OVER INTERSTATE HIGHWAY 94.
 RP0082'
 RP0082'THE MARK IS LOCATED 25.0 FT (7.6 M) SOUTH OF TRUNK HIGHWAY 34.
 RP0082
 RP0082                          STATION RECOVERY (2015)
 RP0082
 RP0082'RECOVERY NOTE BY MN DEPT OF TRANSP 2015 (KMS)
 RP0082'RECOVERED AS DESCRIBED.
 RP0082
 RP0082                          STATION RECOVERY (2022)
 RP0082
 RP0082'RECOVERY NOTE BY MN DEPT OF TRANSP 2022 (TJD)
 RP0082'RECOVERED IN GOOD CONDITION.
 RP0082
 RP0082                          STATION RECOVERY (2023)
 RP0082
 RP0082'RECOVERY NOTE BY MN DEPT OF TRANSP 2023 (AJH)
 RP0082'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 SH0505 ***********************************************************************
 SH0505  DESIGNATION -  1482.9
 SH0505  PID         -  SH0505
 SH0505  STATE/COUNTY-  MN/ST LOUIS
 SH0505  COUNTRY     -  US
 SH0505  USGS QUAD   -  KANGAS BAY (2019)
 SH0505
 SH0505                         *CURRENT SURVEY CONTROL
 SH0505  ______________________________________________________________________
 SH0505* NAD 83(1986) POSITION- 47 47 26.     (N) 091 50 31.     (W)   SCALED
 SH0505* NAVD 88 ORTHO HEIGHT -   452.39  (+/-2cm)     1484.2   (feet) VERTCON3
 SH0505  ______________________________________________________________________
 SH0505  GEOID HEIGHT    -        -30.507 (meters)                     GEOID18
 SH0505  VERT ORDER      -  ? (See Below)
 SH0505
 SH0505.The horizontal coordinates were scaled from a map and have
 SH0505.an estimated accuracy of +/- 6 seconds.
 SH0505
 SH0505.The NAVD 88 height was computed by applying the VERTCON shift value to
 SH0505.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SH0505
 SH0505.Significant digits in the geoid height do not necessarily reflect accuracy.
 SH0505.GEOID18 height accuracy estimate available here.
 SH0505
 SH0505.The vertical order pertains to the NGVD 29 superseded value.
 SH0505
 SH0505.Click photographs - Photos may exist for this station.
 SH0505
 SH0505;                    North         East    Units  Estimated Accuracy
 SH0505;SPC MN N     -   244,240.      894,250.      MT  (+/- 180 meters Scaled)
 SH0505
 SH0505_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWN867936(NAD 83)
 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
 SH0505.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SH0505.See file dsdata.pdf to determine how the superseded data were derived.
 SH0505
 SH0505_MARKER: Q = CHISELED SQUARE
 SH0505_SETTING: 66 = SET IN ROCK OUTCROP
 SH0505_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 SH0505+STABILITY: POSITION/ELEVATION WELL
 SH0505
 SH0505  HISTORY     - Date     Condition        Report By
 SH0505  HISTORY     - UNK      MONUMENTED       USGS
 SH0505  HISTORY     - 1935     GOOD             CGS
 SH0505
 SH0505                          STATION DESCRIPTION
 SH0505
 SH0505'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 SH0505'10.6 MI S FROM ELY.
 SH0505'10.6 MI S OF ELY 0.1 MILE NORTH OF CORNER OF SECS. 2, 3, 10, AND
 SH0505'11, 360 FEET NORTH OF SCHOOLHOUSE, 320 FEET SOUTH OF DRAINAGE
 SH0505'DITCH, 40 FEET E OF ROAD AT SW END OF CURVE IN ROAD TO SW, AT
 SH0505'SW CORNER OF LARGE ROCK LEDGE, TOP OF SMALL SHELF AT FOOT OF
 SH0505'COR., CHISELED SQUARE, MARKED 1482.9 T. 61 N., R. 12 W.,
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DF8704 ***********************************************************************
 DF8704  HT_MOD      -  This is a Height Modernization Survey Station.
 DF8704  DESIGNATION -  15
 DF8704  PID         -  DF8704
 DF8704  STATE/COUNTY-  MN/KANABEC
 DF8704  COUNTRY     -  US
 DF8704  USGS QUAD   -  GRASSTON (2019)
 DF8704
 DF8704                         *CURRENT SURVEY CONTROL
 DF8704  ______________________________________________________________________
 DF8704* NAD 83(2011) POSITION- 45 52 05.36044(N) 093 11 40.43214(W)   ADJUSTED
 DF8704* NAD 83(2011) ELLIP HT-   284.031 (meters)        (06/27/12)   ADJUSTED
 DF8704* NAD 83(2011) EPOCH   -  2010.00
 DF8704* NAVD 88 ORTHO HEIGHT -   311.99  (meters)     1023.6   (feet) GPS OBS
 DF8704  ______________________________________________________________________
 DF8704  NAVD 88 orthometric height was determined with an earlier geoid model
 DF8704  GEOID HEIGHT    -        -27.961 (meters)                     GEOID18
 DF8704  NAD 83(2011) X  -   -247,931.126 (meters)                     COMP
 DF8704  NAD 83(2011) Y  - -4,442,134.150 (meters)                     COMP
 DF8704  NAD 83(2011) Z  -  4,555,259.410 (meters)                     COMP
 DF8704  LAPLACE CORR    -         -0.72  (seconds)                    DEFLEC18
 DF8704
 DF8704  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DF8704  Standards:
 DF8704         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DF8704            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DF8704  -------------------------------------------------------------------
 DF8704  NETWORK    0.26   0.35           0.12   0.09   0.18      0.05115641
 DF8704  -------------------------------------------------------------------
 DF8704  Click here for local accuracies and other accuracy information.
 DF8704
 DF8704.The horizontal coordinates were established by GPS observations
 DF8704.and adjusted by the National Geodetic Survey in June 2012.
 DF8704
 DF8704.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DF8704.been affixed to the stable North American tectonic plate. See 
 DF8704.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DF8704
 DF8704.The horizontal coordinates are valid at the epoch date displayed above
 DF8704.which is a decimal equivalence of Year/Month/Day.
 DF8704
 DF8704.The orthometric height was determined by GPS observations and a
 DF8704.high-resolution geoid model using precise GPS observation and
 DF8704.processing techniques.
 DF8704
 DF8704.Significant digits in the geoid height do not necessarily reflect accuracy.
 DF8704.GEOID18 height accuracy estimate available here.
 DF8704
 DF8704.Click photographs - Photos may exist for this station.
 DF8704
 DF8704.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DF8704
 DF8704.The Laplace correction was computed from DEFLEC18 derived deflections.
 DF8704
 DF8704.The ellipsoidal height was determined by GPS observations
 DF8704.and is referenced to NAD 83.
 DF8704
 DF8704. The following values were computed from the NAD 83(2011) position.
 DF8704
 DF8704;                    North         East     Units Scale Factor Converg.
 DF8704;SPC MN C     -   197,038.238   881,945.373   MT  0.99995500   +0 45 48.6
 DF8704;SPC MN C     -   646,449.62  2,893,515.78   sFT  0.99995500   +0 45 48.6
 DF8704;UTM  15      - 5,079,417.257   484,898.680   MT  0.99960280   -0 08 22.7
 DF8704
 DF8704!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF8704!SPC MN C     -   0.99995547  x   0.99995500  =   0.99991048
 DF8704!UTM  15      -   0.99995547  x   0.99960280  =   0.99955829
 DF8704
 DF8704_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL8489879417(NAD 83)
 DF8704
 DF8704                          SUPERSEDED SURVEY CONTROL
 DF8704
 DF8704  ELLIP H (07/18/11)  284.063  (m)                       GP(       ) 4 1
 DF8704  NAD 83(2007)-  45 52 05.36065(N)    093 11 40.43295(W) AD(2002.00) 0
 DF8704  ELLIP H (02/10/07)  284.055  (m)                       GP(2002.00)    
 DF8704  NAD 83(1996)-  45 52 05.36047(N)    093 11 40.43247(W) AD(       ) 1
 DF8704  ELLIP H (10/22/03)  284.092  (m)                       GP(       ) 3 2
 DF8704  NAVD 88 (01/10/11)  311.99   (m)  GEOID09  model used  GPS OBS        
 DF8704  NAVD 88 (10/22/03)  312.0    (m)  GEOID99  model used  GPS OBS        
 DF8704
 DF8704.Superseded values are not recommended for survey control.
 DF8704
 DF8704.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF8704.See file dsdata.pdf to determine how the superseded data were derived.
 DF8704
 DF8704_MARKER: DD = SURVEY DISK
 DF8704_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF8704_STAMPING: 15
 DF8704_MARK LOGO: MN-065
 DF8704_PROJECTION: FLUSH
 DF8704_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DF8704_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DF8704+STABILITY: SURFACE MOTION
 DF8704_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF8704+SATELLITE: SATELLITE OBSERVATIONS - May 13, 2020
 DF8704
 DF8704  HISTORY     - Date     Condition        Report By
 DF8704  HISTORY     - 20011102 MONUMENTED       MN-065
 DF8704  HISTORY     - 20100415 GOOD             MNDT
 DF8704  HISTORY     - 20170613 GOOD             MNDT
 DF8704  HISTORY     - 20200513 GOOD             MNDT
 DF8704
 DF8704                          STATION DESCRIPTION
 DF8704
 DF8704'DESCRIBED BY KANABEC COUNTY MINNESOTA 2001 (MPP)
 DF8704'4.5 MI (7.2 KM) EAST OF MORA, 1.15 MI (1.85 KM) NE ALONG TH 23 FROM
 DF8704'JCT OF TH 23 AND TH 65, THEN 0.8 MI (1.3 KM) SOUTH ON CO RD 11, THEN
 DF8704'3.5 MI (5.6 KM) EAST ON CO RD 1 (195TH AVE) , 60 FT (18.3 M) NORTH OF
 DF8704'CO RD 1, 33 FT (10.1 M) WEST OF CO RD 65 (PLUM ST) , 3 FT (0.9 M)
 DF8704'SOUTH OF FENCE LINE, 2 FT (0.6 M) SOUTH OF WIT POST, FLUSH, MAGNETIC.
 DF8704
 DF8704                          STATION RECOVERY (2010)
 DF8704
 DF8704'RECOVERY NOTE BY MN DEPT OF TRANSP 2010 (MAS)
 DF8704'THE MARK WAS RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.
 DF8704'THE MARK IS 4.5 MILES EAST OF MORA, 1.15 MILES NORTHEAST ALONG TRUNK
 DF8704'HIGHWAY 23 FROM JUNCTION OF TRUNK HIGHWAY 23 AND TRUNK HIGHWAY 65 IN
 DF8704'MORA, THEN 0.8 MILE SOUTH ON COUNTY ROAD 11, THEN 3.5 MILES EAST ON
 DF8704'COUNTY ROAD 1 (195TH AVENUE), 60 FEET NORTH OF COUNTY ROAD 1, 33 FEET
 DF8704'WEST OF COUNTY ROAD 65 (PLUM STREET EXTENDED), 3.0 FEET SOUTH OF FENCE
 DF8704'LINE, 2.0 FEET SOUTH OF WITNESS POST.
 DF8704
 DF8704                          STATION RECOVERY (2017)
 DF8704
 DF8704'RECOVERY NOTE BY MN DEPT OF TRANSP 2017 (MAS)
 DF8704'RECOVERED IN GOOD CONDITION.
 DF8704
 DF8704                          STATION RECOVERY (2020)
 DF8704
 DF8704'RECOVERY NOTE BY MN DEPT OF TRANSP 2020 (SEL)
 DF8704'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 QP0739 ***********************************************************************
 QP0739  DESIGNATION -  15 11
 QP0739  PID         -  QP0739
 QP0739  STATE/COUNTY-  MN/KANDIYOHI
 QP0739  COUNTRY     -  US
 QP0739  USGS QUAD   -  WILLMAR (2019)
 QP0739
 QP0739                         *CURRENT SURVEY CONTROL
 QP0739  ______________________________________________________________________
 QP0739* NAD 83(1986) POSITION- 45 06 52.3    (N) 095 02 52.3    (W)   HD_HELD2
 QP0739* NAVD 88 ORTHO HEIGHT -   341.726 (meters)     1121.15  (feet) ADJUSTED
 QP0739  ______________________________________________________________________
 QP0739  GEOID HEIGHT    -        -26.768 (meters)                     GEOID18
 QP0739  DYNAMIC HEIGHT  -        341.702 (meters)     1121.07  (feet) COMP
 QP0739  MODELED GRAVITY -    980,536.5   (mgal)                       NAVD 88
 QP0739
 QP0739  VERT ORDER      -  SECOND    CLASS 0
 QP0739
 QP0739.The horizontal coordinates were established by autonomous hand held GPS
 QP0739.observations and have an estimated accuracy of +/- 10 meters.
 QP0739
 QP0739.The orthometric height was determined by differential leveling and
 QP0739.adjusted by the NATIONAL GEODETIC SURVEY
 QP0739.in June 1991.
 QP0739
 QP0739.Significant digits in the geoid height do not necessarily reflect accuracy.
 QP0739.GEOID18 height accuracy estimate available here.
 QP0739
 QP0739.Click photographs - Photos may exist for this station.
 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     -   335,483.      717,548.      MT  (+/- 10 meters HH2 GPS)
 QP0739
 QP0739_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUK3891997713(NAD 83)
 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
 QP0739.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QP0739.See file dsdata.pdf to determine how the superseded data were derived.
 QP0739
 QP0739_MARKER: DB = BENCH MARK DISK
 QP0739_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QP0739_STAMPING: 15-11 1973
 QP0739_MARK LOGO: MNHD
 QP0739_PROJECTION: FLUSH
 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 = MARCH 21, 2026 06:05:54 EDT
 QP0738 ***********************************************************************
 QP0738  DESIGNATION -  15 14
 QP0738  PID         -  QP0738
 QP0738  STATE/COUNTY-  MN/KANDIYOHI
 QP0738  COUNTRY     -  US
 QP0738  USGS QUAD   -  WILLMAR (2019)
 QP0738
 QP0738                         *CURRENT SURVEY CONTROL
 QP0738  ______________________________________________________________________
 QP0738* NAD 83(1986) POSITION- 45 06 38.44   (N) 095 02 37.29   (W)   HD_HELD1
 QP0738* NAVD 88 ORTHO HEIGHT -   341.366 (meters)     1119.96  (feet) ADJUSTED
 QP0738  ______________________________________________________________________
 QP0738  GEOID HEIGHT    -        -26.770 (meters)                     GEOID18
 QP0738  DYNAMIC HEIGHT  -        341.342 (meters)     1119.89  (feet) COMP
 QP0738  MODELED GRAVITY -    980,535.7   (mgal)                       NAVD 88
 QP0738
 QP0738  VERT ORDER      -  SECOND    CLASS I
 QP0738
 QP0738.The horizontal coordinates were determined by differentially corrected
 QP0738.hand held GPS observations or other comparable positioning techniques
 QP0738.and have an estimated accuracy of +/- 3 meters.
 QP0738
 QP0738.The orthometric height was determined by differential leveling and
 QP0738.adjusted by the NATIONAL GEODETIC SURVEY
 QP0738.in February 2018.
 QP0738
 QP0738.Significant digits in the geoid height do not necessarily reflect accuracy.
 QP0738.GEOID18 height accuracy estimate available here.
 QP0738
 QP0738.Click photographs - Photos may exist for this station.
 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     -   335,050.7     717,870.8     MT  (+/- 3 meters HH1 GPS) 
 QP0738
 QP0738_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUK3923697277(NAD 83)
 QP0738
 QP0738                          SUPERSEDED SURVEY CONTROL
 QP0738
 QP0738  NAVD 88 (06/15/91)  341.374  (m)         1119.99   (f) SUPERSEDED  2 0
 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
 QP0738.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QP0738.See file dsdata.pdf to determine how the superseded data were derived.
 QP0738
 QP0738_MARKER: DB = BENCH MARK DISK
 QP0738_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QP0738_STAMPING: 15-14 1973
 QP0738_MARK LOGO: MNHD
 QP0738_PROJECTION: RECESSED 3 CENTIMETERS
 QP0738_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 QP0738_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QP0738+STABILITY: SURFACE MOTION
 QP0738_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 QP0738+SATELLITE: SATELLITE OBSERVATIONS - April 26, 2016
 QP0738
 QP0738  HISTORY     - Date     Condition        Report By
 QP0738  HISTORY     - 1973     MONUMENTED       MNDT
 QP0738  HISTORY     - 1981     GOOD             MNDT
 QP0738  HISTORY     - 20160426 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.
 QP0738
 QP0738                          STATION RECOVERY (2016)
 QP0738
 QP0738'RECOVERY NOTE BY MN DEPT OF TRANSP 2016 (JL)
 QP0738'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 QP0740 ***********************************************************************
 QP0740  DESIGNATION -  15 3
 QP0740  PID         -  QP0740
 QP0740  STATE/COUNTY-  MN/KANDIYOHI
 QP0740  COUNTRY     -  US
 QP0740  USGS QUAD   -  WILLMAR (2019)
 QP0740
 QP0740                         *CURRENT SURVEY CONTROL
 QP0740  ______________________________________________________________________
 QP0740* NAD 83(1986) POSITION- 45 07 05.99   (N) 095 03 11.57   (W)   HD_HELD1
 QP0740* NAVD 88 ORTHO HEIGHT -   342.101 (meters)     1122.38  (feet) ADJUSTED
 QP0740  ______________________________________________________________________
 QP0740  GEOID HEIGHT    -        -26.764 (meters)                     GEOID18
 QP0740  DYNAMIC HEIGHT  -        342.078 (meters)     1122.30  (feet) COMP
 QP0740  MODELED GRAVITY -    980,537.3   (mgal)                       NAVD 88
 QP0740
 QP0740  VERT ORDER      -  SECOND    CLASS I
 QP0740
 QP0740.The horizontal coordinates were determined by differentially corrected
 QP0740.hand held GPS observations or other comparable positioning techniques
 QP0740.and have an estimated accuracy of +/- 3 meters.
 QP0740
 QP0740.The orthometric height was determined by differential leveling and
 QP0740.adjusted by the NATIONAL GEODETIC SURVEY
 QP0740.in February 2018.
 QP0740
 QP0740.Significant digits in the geoid height do not necessarily reflect accuracy.
 QP0740.GEOID18 height accuracy estimate available here.
 QP0740
 QP0740.Click photographs - Photos may exist for this station.
 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     -   335,910.7     717,132.5     MT  (+/- 3 meters HH1 GPS) 
 QP0740
 QP0740_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUK3850898146(NAD 83)
 QP0740
 QP0740                          SUPERSEDED SURVEY CONTROL
 QP0740
 QP0740  NAVD 88 (06/15/91)  342.096  (m)         1122.36   (f) SUPERSEDED  2 0
 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
 QP0740.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QP0740.See file dsdata.pdf to determine how the superseded data were derived.
 QP0740
 QP0740_MARKER: DB = BENCH MARK DISK
 QP0740_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 QP0740_STAMPING: 15-3 1973
 QP0740_MARK LOGO: MNHD
 QP0740_PROJECTION: FLUSH
 QP0740_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 QP0740_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QP0740_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 QP0740+SATELLITE: SATELLITE OBSERVATIONS - April 27, 2016
 QP0740
 QP0740  HISTORY     - Date     Condition        Report By
 QP0740  HISTORY     - 19730401 MONUMENTED       MNHD
 QP0740  HISTORY     - 20130723 GOOD             MNDT
 QP0740  HISTORY     - 20160427 GOOD             MNDT
 QP0740
 QP0740                          STATION DESCRIPTION
 QP0740
 QP0740'DESCRIBED BY MN HIGHWAY DEPT 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.
 QP0740
 QP0740                          STATION RECOVERY (2013)
 QP0740
 QP0740'RECOVERY NOTE BY MN DEPT OF TRANSP 2013 (DAS)
 QP0740'IN WILLMAR, 0.2 MI (0.3 KM) SOUTH ALONG SEVENTH STREET SOUTHWEST  FROM
 QP0740'THE JUNCTION OF SEVENTH STREET SOUTHWEST AND TRUNK HIGHWAY 12 IN
 QP0740'WILLMAR, THEN 184 FT (56.1 M) WEST ALONG TROTT AVENUE SOUTHWEST, 41.8
 QP0740'FT (12.7 M) SOUTH OF TROTT AVENUE, 2 BLOCKS SOUTH OF THE JUNCTION OF
 QP0740'TRUNK HIGHWAY 12 AND EIGHTH STREET WEST, 101.7 FT (31.0 M) NORTHEAST
 QP0740'OF SCHOOL, 100.7 FT (30.7 M) SOUTH OF THE SOUTHEAST CORNER OF HOUSE
 QP0740'428, 23.5 FT (7.2 M) WEST OF EIGHTH STREET SOUTHWEST, 5.4 FT (1.6 M)
 QP0740'SOUTH OF POWER POLE, 2.3 FT (0.7 M) WEST OF EAST EDGE OF WEST CURB
 QP0740'ALONG EIGHTH STREET SOUTHWEST.
 QP0740
 QP0740                          STATION RECOVERY (2016)
 QP0740
 QP0740'RECOVERY NOTE BY MN DEPT OF TRANSP 2016 (JL)
 QP0740'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DH6126 ***********************************************************************
 DH6126  DESIGNATION -  15 CDL
 DH6126  PID         -  DH6126
 DH6126  STATE/COUNTY-  MN/MAHNOMEN
 DH6126  COUNTRY     -  US
 DH6126  USGS QUAD   -  SNIDER LAKE (2019)
 DH6126
 DH6126                         *CURRENT SURVEY CONTROL
 DH6126  ______________________________________________________________________
 DH6126* NAD 83(1986) POSITION- 47 14 14.3    (N) 095 40 10.9    (W)   HD_HELD2
 DH6126* NAVD 88 ORTHO HEIGHT -   451.606 (meters)     1481.64  (feet) ADJUSTED
 DH6126  ______________________________________________________________________
 DH6126  GEOID HEIGHT    -        -27.236 (meters)                     GEOID18
 DH6126  DYNAMIC HEIGHT  -        451.638 (meters)     1481.75  (feet) COMP
 DH6126  MODELED GRAVITY -    980,669.2   (mgal)                       NAVD 88
 DH6126
 DH6126  VERT ORDER      -  THIRD
 DH6126
 DH6126.The horizontal coordinates were established by autonomous hand held GPS
 DH6126.observations and have an estimated accuracy of +/- 10 meters.
 DH6126
 DH6126.The orthometric height was determined by differential leveling and
 DH6126.adjusted by the NATIONAL GEODETIC SURVEY
 DH6126.in May 2009.
 DH6126
 DH6126.Significant digits in the geoid height do not necessarily reflect accuracy.
 DH6126.GEOID18 height accuracy estimate available here.
 DH6126
 DH6126.Click photographs - Photos may exist for this station.
 DH6126
 DH6126.The dynamic height is computed by dividing the NAVD 88
 DH6126.geopotential number by the normal gravity value computed on the
 DH6126.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH6126.degrees latitude (g = 980.6199 gals.).
 DH6126
 DH6126.The modeled gravity was interpolated from observed gravity values.
 DH6126
 DH6126;                    North         East    Units  Estimated Accuracy
 DH6126;SPC MN N     -   185,203.      605,471.      MT  (+/- 10 meters HH2 GPS)
 DH6126
 DH6126_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTN9794034992(NAD 83)
 DH6126
 DH6126                          SUPERSEDED SURVEY CONTROL
 DH6126
 DH6126.No superseded survey control is available for this station.
 DH6126
 DH6126_MARKER: DD = SURVEY DISK
 DH6126_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 DH6126_STAMPING: 15 CDL 1967
 DH6126_MARK LOGO: USGS
 DH6126_PROJECTION: FLUSH
 DH6126_MAGNETIC: I = MARKER IS A STEEL ROD
 DH6126_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DH6126_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DH6126+SATELLITE: SATELLITE OBSERVATIONS - November 27, 2006
 DH6126_ROD/PIPE-DEPTH: 4.6 meters
 DH6126
 DH6126  HISTORY     - Date     Condition        Report By
 DH6126  HISTORY     - 1967     MONUMENTED       USGS
 DH6126  HISTORY     - 20061127 GOOD             MNDT
 DH6126
 DH6126                          STATION DESCRIPTION
 DH6126
 DH6126'DESCRIBED BY US GEOLOGICAL SURVEY 1967 (CDL)
 DH6126'MAHNOMEN, 5.0 MI. SOUTH AND 14.0 MI. EAST OF, T. 143 AND 144 N., R. 39
 DH6126'W., NEAR THE QUARTER CORNER BETWEEN SECTIONS 6 AND 31, 193 FT. NORTH,
 DH6126'74 FT. WEST OF AND 3.4 FT. HIGHER THAN CENTER OF RD. AT A T-RD. WEST,
 DH6126'1.4 FT (0.4 M) WEST OF A WITNESS POST, ON TOP OF A 1/2 INCH COPPER
 DH6126'COATED STEEL ROD DRIVEN 15 FT. INTO THE GROUND, A STANDARD TABLET SET
 DH6126'FLUSH WITH GROUND AND SURROUNDED BY A 6 INCH TILE, TABLET STAMPED 15
 DH6126'CDL 1967.
 DH6126
 DH6126                          STATION RECOVERY (2006)
 DH6126
 DH6126'RECOVERY NOTE BY MN DEPT OF TRANSP 2006 (MPP)
 DH6126'THE MARK IS LOCATED ABOUT 12.7 MI (20.4 KM) NORTHEAST OF WHITE EARTH,
 DH6126'9.3 MI (15.0 KM) SOUTHEAST OF BEAULIEU AND 8.2 MI (13.2 KM) SOUTHWEST
 DH6126'OF ROY LAKE.
 DH6126'
 DH6126'TO REACH TO THE STATION GO 1.75 MI (2.8 KM) SOUTHWEST OF TWIN LAKE,
 DH6126'193 FT (58.8 M) NORTH OF WHITE EARTH ROUTE 183 AND 85.5 FT (26.1 M)
 DH6126'WEST OF COUNTY ROAD 4 AT TEE-ROAD WEST (COUNTY ROAD 6), 1.4 FT (0.4 M)
 DH6126'EAST OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 SK0646 ***********************************************************************
 SK0646  DESIGNATION -  15 CLC
 SK0646  PID         -  SK0646
 SK0646  STATE/COUNTY-  MN/POLK
 SK0646  COUNTRY     -  US
 SK0646  USGS QUAD   -  MCINTOSH (2019)
 SK0646
 SK0646                         *CURRENT SURVEY CONTROL
 SK0646  ______________________________________________________________________
 SK0646* NAD 83(1986) POSITION- 47 43 55.     (N) 095 52 50.     (W)   SCALED
 SK0646* NAVD 88 ORTHO HEIGHT -   365.002 (meters)     1197.51  (feet) ADJUSTED
 SK0646  ______________________________________________________________________
 SK0646  GEOID HEIGHT    -        -27.193 (meters)                     GEOID18
 SK0646  DYNAMIC HEIGHT  -        365.058 (meters)     1197.69  (feet) COMP
 SK0646  MODELED GRAVITY -    980,754.3   (mgal)                       NAVD 88
 SK0646
 SK0646  VERT ORDER      -  THIRD
 SK0646
 SK0646.The horizontal coordinates were scaled from a map and have
 SK0646.an estimated accuracy of +/- 6 seconds.
 SK0646
 SK0646.The orthometric height was determined by differential leveling and
 SK0646.adjusted by the NATIONAL GEODETIC SURVEY
 SK0646.in June 1991.
 SK0646
 SK0646.Significant digits in the geoid height do not necessarily reflect accuracy.
 SK0646.GEOID18 height accuracy estimate available here.
 SK0646
 SK0646.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTN840905(NAD 83)
 SK0646
 SK0646                          SUPERSEDED SURVEY CONTROL
 SK0646
 SK0646.No superseded survey control is available for this station.
 SK0646
 SK0646_MARKER: DD = SURVEY DISK
 SK0646_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 SK0646_STAMPING: 15 CLC 1967
 SK0646_MARK LOGO: USGS
 SK0646_MAGNETIC: I = MARKER IS A STEEL ROD
 SK0646_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 SK0646
 SK0646  HISTORY     - Date     Condition        Report By
 SK0646  HISTORY     - 1967     MONUMENTED       USGS
 SK0646  HISTORY     - 20100714 MARK NOT FOUND   MNDT
 SK0646
 SK0646                          STATION DESCRIPTION
 SK0646
 SK0646'DESCRIBED BY US GEOLOGICAL SURVEY 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.
 SK0646
 SK0646                          STATION RECOVERY (2010)
 SK0646
 SK0646'RECOVERY NOTE BY MN DEPT OF TRANSP 2010 (MPP)
 SK0646'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 SK0647 ***********************************************************************
 SK0647  DESIGNATION -  15 CLC RM
 SK0647  PID         -  SK0647
 SK0647  STATE/COUNTY-  MN/POLK
 SK0647  COUNTRY     -  US
 SK0647  USGS QUAD   -  MCINTOSH (2019)
 SK0647
 SK0647                         *CURRENT SURVEY CONTROL
 SK0647  ______________________________________________________________________
 SK0647* NAD 83(1986) POSITION- 47 43 56.     (N) 095 52 49.     (W)   SCALED
 SK0647* NAVD 88 ORTHO HEIGHT -   364.750 (meters)     1196.68  (feet) ADJUSTED
 SK0647  ______________________________________________________________________
 SK0647  GEOID HEIGHT    -        -27.193 (meters)                     GEOID18
 SK0647  DYNAMIC HEIGHT  -        364.806 (meters)     1196.87  (feet) COMP
 SK0647  MODELED GRAVITY -    980,754.4   (mgal)                       NAVD 88
 SK0647
 SK0647  VERT ORDER      -  THIRD
 SK0647
 SK0647.The horizontal coordinates were scaled from a map and have
 SK0647.an estimated accuracy of +/- 6 seconds.
 SK0647
 SK0647.The orthometric height was determined by differential leveling and
 SK0647.adjusted by the NATIONAL GEODETIC SURVEY
 SK0647.in June 1991.
 SK0647
 SK0647.Significant digits in the geoid height do not necessarily reflect accuracy.
 SK0647.GEOID18 height accuracy estimate available here.
 SK0647
 SK0647.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTN840905(NAD 83)
 SK0647
 SK0647                          SUPERSEDED SURVEY CONTROL
 SK0647
 SK0647.No superseded survey control is available for this station.
 SK0647
 SK0647_MARKER: Q = CHISELED SQUARE
 SK0647_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 SK0647_SP_SET: CULVERT HEADWALL
 SK0647_MARK LOGO: USGS
 SK0647_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SK0647+STABILITY: SURFACE MOTION
 SK0647
 SK0647  HISTORY     - Date     Condition        Report By
 SK0647  HISTORY     - 1967     MONUMENTED       USGS
 SK0647
 SK0647                          STATION DESCRIPTION
 SK0647
 SK0647'DESCRIBED BY US GEOLOGICAL SURVEY 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 = MARCH 21, 2026 06:05:54 EDT
 DE6211 ***********************************************************************
 DE6211  DESIGNATION -  15 CWH
 DE6211  PID         -  DE6211
 DE6211  STATE/COUNTY-  MN/CASS
 DE6211  COUNTRY     -  US
 DE6211  USGS QUAD   -  OSHAWA (2019)
 DE6211
 DE6211                         *CURRENT SURVEY CONTROL
 DE6211  ______________________________________________________________________
 DE6211* NAD 83(2011) POSITION- 46 48 14.03319(N) 094 38 21.08422(W)   ADJUSTED
 DE6211* NAD 83(2011) ELLIP HT-   423.832 (meters)        (06/27/12)   ADJUSTED
 DE6211* NAD 83(2011) EPOCH   -  2010.00
 DE6211* NAVD 88 ORTHO HEIGHT -   451.553 (meters)     1481.47  (feet) ADJUSTED
 DE6211  ______________________________________________________________________
 DE6211  GEOID HEIGHT    -        -27.730 (meters)                     GEOID18
 DE6211  NAD 83(2011) X  -   -353,763.775 (meters)                     COMP
 DE6211  NAD 83(2011) Y  - -4,359,566.373 (meters)                     COMP
 DE6211  NAD 83(2011) Z  -  4,627,178.651 (meters)                     COMP
 DE6211  LAPLACE CORR    -         -2.85  (seconds)                    DEFLEC18
 DE6211  DYNAMIC HEIGHT  -        451.571 (meters)     1481.53  (feet) COMP
 DE6211  MODELED GRAVITY -    980,638.6   (mgal)                       NAVD 88
 DE6211
 DE6211  VERT ORDER      -  SECOND    CLASS I
 DE6211
 DE6211  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DE6211  Standards:
 DE6211         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DE6211            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DE6211  -------------------------------------------------------------------
 DE6211  NETWORK    0.49   0.49           0.22   0.17   0.25      0.08465484
 DE6211  -------------------------------------------------------------------
 DE6211  Click here for local accuracies and other accuracy information.
 DE6211
 DE6211.The horizontal coordinates were established by GPS observations
 DE6211.and adjusted by the National Geodetic Survey in June 2012.
 DE6211
 DE6211.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DE6211.been affixed to the stable North American tectonic plate. See 
 DE6211.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DE6211
 DE6211.The horizontal coordinates are valid at the epoch date displayed above
 DE6211.which is a decimal equivalence of Year/Month/Day.
 DE6211
 DE6211.The orthometric height was determined by differential leveling and
 DE6211.adjusted by the NATIONAL GEODETIC SURVEY
 DE6211.in February 2020.
 DE6211
 DE6211.Significant digits in the geoid height do not necessarily reflect accuracy.
 DE6211.GEOID18 height accuracy estimate available here.
 DE6211
 DE6211.Click photographs - Photos may exist for this station.
 DE6211
 DE6211.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DE6211
 DE6211.The Laplace correction was computed from DEFLEC18 derived deflections.
 DE6211
 DE6211.The ellipsoidal height was determined by GPS observations
 DE6211.and is referenced to NAD 83.
 DE6211
 DE6211.The dynamic height is computed by dividing the NAVD 88
 DE6211.geopotential number by the normal gravity value computed on the
 DE6211.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE6211.degrees latitude (g = 980.6199 gals.).
 DE6211
 DE6211.The modeled gravity was interpolated from observed gravity values.
 DE6211
 DE6211. The following values were computed from the NAD 83(2011) position.
 DE6211
 DE6211;                    North         East     Units Scale Factor Converg.
 DE6211;SPC MN C     -   300,573.425   770,293.075   MT  0.99995551   -0 16 53.5
 DE6211;SPC MN C     -   986,131.31  2,527,203.20   sFT  0.99995551   -0 16 53.5
 DE6211;UTM  15      - 5,184,676.880   374,925.452   MT  0.99979228   -1 11 42.5
 DE6211
 DE6211!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE6211!SPC MN C     -   0.99993357  x   0.99995551  =   0.99988908
 DE6211!UTM  15      -   0.99993357  x   0.99979228  =   0.99972586
 DE6211
 DE6211_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUM7492584676(NAD 83)
 DE6211
 DE6211|---------------------------------------------------------------------|
 DE6211| PID    Reference Object                     Distance      Geod. Az  |
 DE6211|                                                           dddmmss.s |
 DE6211| AC4868 HAYNES                              211.621 METERS 08326     |
 DE6211|---------------------------------------------------------------------|
 DE6211
 DE6211                          SUPERSEDED SURVEY CONTROL
 DE6211
 DE6211  NAD 83(2007)-  46 48 14.03307(N)    094 38 21.08503(W) AD(2002.00) 0
 DE6211  ELLIP H (02/10/07)  423.863  (m)                       GP(2002.00)    
 DE6211  NAD 83(1996)-  46 48 14.03279(N)    094 38 21.08491(W) AD(       ) 1
 DE6211  ELLIP H (09/24/02)  423.889  (m)                       GP(       ) 4 1
 DE6211  NAVD 88 (08/26/19)  451.559  (m)         1481.49   (f) SUPERSEDED  2 1
 DE6211  NAVD 88 (05/02/18)  451.561  (m)         1481.50   (f) SUPERSEDED  2 1
 DE6211  NAVD 88             451.56   (m)         1481.5    (f) LEVELING    3  
 DE6211  NAVD 88 (08/05/02)  451.563  (m)         1481.50   (f) SUPERSEDED  2 1
 DE6211
 DE6211.Superseded values are not recommended for survey control.
 DE6211
 DE6211.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE6211.See file dsdata.pdf to determine how the superseded data were derived.
 DE6211
 DE6211_MARKER: DD = SURVEY 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 - May 10, 2023
 DE6211
 DE6211  HISTORY     - Date     Condition        Report By
 DE6211  HISTORY     - 1969     MONUMENTED       USGS
 DE6211  HISTORY     - 19980825 GOOD             MNDT
 DE6211  HISTORY     - 19980902 GOOD             MNDT
 DE6211  HISTORY     - 20140812 GOOD             MNDT
 DE6211  HISTORY     - 20230510 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.
 DE6211
 DE6211                          STATION RECOVERY (2014)
 DE6211
 DE6211'RECOVERY NOTE BY MN DEPT OF TRANSP 2014 (MAS)
 DE6211'RECOVERED AS DESCRIBED.
 DE6211
 DE6211                          STATION RECOVERY (2023)
 DE6211
 DE6211'RECOVERY NOTE BY MN DEPT OF TRANSP 2023 (TJD)
 DE6211'AT OSHAWA, 6.15 MI (9.90 KM) WEST OF BACKUS, 8.3 MI (13.4 KM) WEST
 DE6211'ALONG TRUNK HIGHWAY 87 FROM THE JUNCTION OF TRUNK HIGHWAY 87 AND TRUNK
 DE6211'HIGHWAY 371 IN BACKUS, AT TRUNK HIGHWAY 87 MILE POINT 67.75, 31.5 FT
 DE6211'(9.6 M) SOUTH OF TRUNK HIGHWAY 87, 30.0 FT (9.1 M) EAST OF 68TH
 DE6211'AVENUE, 3.0 FT (0.9 M) EAST OF A CABLE MARKER POST, 1.5 FT (0.5 M)
 DE6211'WEST OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DP6445 ***********************************************************************
 DP6445  DESIGNATION -  15 DRL
 DP6445  PID         -  DP6445
 DP6445  STATE/COUNTY-  MN/DOUGLAS
 DP6445  COUNTRY     -  US
 DP6445  USGS QUAD   -  FARWELL (2019)
 DP6445
 DP6445                         *CURRENT SURVEY CONTROL
 DP6445  ______________________________________________________________________
 DP6445* NAD 83(2011) POSITION- 45 48 35.44729(N) 095 37 27.20146(W)   ADJUSTED
 DP6445* NAD 83(2011) ELLIP HT-   406.362 (meters)        (02/26/15)   ADJUSTED
 DP6445* NAD 83(2011) EPOCH   -  2010.00
 DP6445* NAVD 88 ORTHO HEIGHT -   432.4   (meters)     1419.    (feet) GPS OBS
 DP6445  ______________________________________________________________________
 DP6445  NAVD 88 orthometric height was determined with geoid model    GEOID12A
 DP6445  GEOID HEIGHT    -        -26.035 (meters)                     GEOID12A
 DP6445  GEOID HEIGHT    -        -26.034 (meters)                     GEOID18
 DP6445  NAD 83(2011) X  -   -436,486.892 (meters)                     COMP
 DP6445  NAD 83(2011) Y  - -4,432,342.288 (meters)                     COMP
 DP6445  NAD 83(2011) Z  -  4,550,831.787 (meters)                     COMP
 DP6445  LAPLACE CORR    -          0.66  (seconds)                    DEFLEC18
 DP6445
 DP6445  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DP6445  Standards:
 DP6445         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DP6445            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DP6445  -------------------------------------------------------------------
 DP6445  NETWORK    0.63   0.53           0.29   0.21   0.27      0.17430661
 DP6445  -------------------------------------------------------------------
 DP6445  Click here for local accuracies and other accuracy information.
 DP6445
 DP6445.The horizontal coordinates were established by GPS observations
 DP6445.and adjusted by the MN DEPT OF TRANSP in February 2015.
 DP6445
 DP6445.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DP6445.been affixed to the stable North American tectonic plate. See 
 DP6445.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DP6445
 DP6445.The horizontal coordinates are valid at the epoch date displayed above
 DP6445.which is a decimal equivalence of Year/Month/Day.
 DP6445
 DP6445.The orthometric height was determined by GPS observations and a
 DP6445.high-resolution geoid model.
 DP6445
 DP6445.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP6445.GEOID18 height accuracy estimate available here.
 DP6445
 DP6445.Click photographs - Photos may exist for this station.
 DP6445
 DP6445.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DP6445
 DP6445.The Laplace correction was computed from DEFLEC18 derived deflections.
 DP6445
 DP6445.The ellipsoidal height was determined by GPS observations
 DP6445.and is referenced to NAD 83.
 DP6445
 DP6445. The following values were computed from the NAD 83(2011) position.
 DP6445
 DP6445;                    North         East     Units Scale Factor Converg.
 DP6445;SPC MN C     -   190,938.139   693,193.345   MT  0.99996374   -0 59 38.7
 DP6445;SPC MN C     -   626,436.21  2,274,251.83   sFT  0.99996374   -0 59 38.7
 DP6445;UTM  15      - 5,076,269.658   296,107.346   MT  1.00011111   -1 52 56.3
 DP6445
 DP6445!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DP6445!SPC MN C     -   0.99993630  x   0.99996374  =   0.99990004
 DP6445!UTM  15      -   0.99993630  x   1.00011111  =   1.00004740
 DP6445
 DP6445_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTL9610776269(NAD 83)
 DP6445
 DP6445                          SUPERSEDED SURVEY CONTROL
 DP6445
 DP6445.No superseded survey control is available for this station.
 DP6445
 DP6445_MARKER: DD = SURVEY DISK
 DP6445_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 DP6445+WITH SETTING: INFORMATION.
 DP6445_STAMPING: 15 DRL 1965
 DP6445_MARK LOGO: USGS
 DP6445_PROJECTION: FLUSH
 DP6445_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DP6445_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DP6445_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP6445+SATELLITE: SATELLITE OBSERVATIONS - June 14, 2021
 DP6445
 DP6445  HISTORY     - Date     Condition        Report By
 DP6445  HISTORY     - 19650401 MONUMENTED       USGS
 DP6445  HISTORY     - 20110823 GOOD             MNDT
 DP6445  HISTORY     - 20210614 GOOD             MNDT
 DP6445
 DP6445                          STATION DESCRIPTION
 DP6445
 DP6445'DESCRIBED BY MN DEPT OF TRANSP 2011 (JXJ)
 DP6445'4.0 MILES NORTH OF FARWELL, 2.3 MILES SOUTH ALONG COUNTY ROAD 7 FROM
 DP6445'THE JUNCTION OF COUNTY ROAD 7 AND TRUNK HIGHWAY 27 IN FARWELL TO TRUNK
 DP6445'HIGHWAY 27 MILE POINT 69.55, THEN 1.8 MILE WEST AND SOUTH ON COUNTY
 DP6445'ROAD 96, 189.0 FEET SOUTH OF SALEMN LAKE ROAD, 35.2 FEET WEST OF
 DP6445'COUNTY ROAD 96, 1.0 FOOT EAST OF WITNESS POST.  ROD DEPTH UNKNOWN.
 DP6445
 DP6445                          STATION RECOVERY (2021)
 DP6445
 DP6445'RECOVERY NOTE BY MN DEPT OF TRANSP 2021 (TJD)
 DP6445'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 PP3318 ***********************************************************************
 PP3318  DESIGNATION -  15 ES
 PP3318  PID         -  PP3318
 PP3318  STATE/COUNTY-  MN/GOODHUE
 PP3318  COUNTRY     -  US
 PP3318  USGS QUAD   -  GOODHUE EAST (2019)
 PP3318
 PP3318                         *CURRENT SURVEY CONTROL
 PP3318  ______________________________________________________________________
 PP3318* NAD 83(1986) POSITION- 44 29 19.68   (N) 092 32 57.25   (W)   HD_HELD1
 PP3318* NAVD 88 ORTHO HEIGHT -   250.081 (meters)      820.47  (feet) ADJUSTED
 PP3318  ______________________________________________________________________
 PP3318  GEOID HEIGHT    -        -30.180 (meters)                     GEOID18
 PP3318  DYNAMIC HEIGHT  -        250.041 (meters)      820.34  (feet) COMP
 PP3318  MODELED GRAVITY -    980,453.0   (mgal)                       NAVD 88
 PP3318
 PP3318  VERT ORDER      -  SECOND    CLASS I
 PP3318
 PP3318.The horizontal coordinates were determined by differentially corrected
 PP3318.hand held GPS observations or other comparable positioning techniques
 PP3318.and have an estimated accuracy of +/- 3 meters.
 PP3318
 PP3318.The orthometric height was determined by differential leveling and
 PP3318.adjusted by the NATIONAL GEODETIC SURVEY
 PP3318.in May 2019.
 PP3318
 PP3318.Significant digits in the geoid height do not necessarily reflect accuracy.
 PP3318.GEOID18 height accuracy estimate available here.
 PP3318
 PP3318.Click photographs - Photos may exist for this station.
 PP3318
 PP3318.The dynamic height is computed by dividing the NAVD 88
 PP3318.geopotential number by the normal gravity value computed on the
 PP3318.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP3318.degrees latitude (g = 980.6199 gals.).
 PP3318
 PP3318.The modeled gravity was interpolated from observed gravity values.
 PP3318
 PP3318;                    North         East    Units  Estimated Accuracy
 PP3318;SPC MN S     -   266,446.4     915,385.7     MT  (+/- 3 meters HH1 GPS) 
 PP3318
 PP3318_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWK3584126263(NAD 83)
 PP3318
 PP3318                          SUPERSEDED SURVEY CONTROL
 PP3318
 PP3318  NAVD 88 (06/15/95)  250.071  (m)          820.44   (f) SUPERSEDED  2 1
 PP3318
 PP3318.Superseded values are not recommended for survey control.
 PP3318
 PP3318.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PP3318.See file dsdata.pdf to determine how the superseded data were derived.
 PP3318
 PP3318_MARKER: DB = BENCH MARK DISK
 PP3318_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 PP3318_STAMPING: 1950 820 15 ES TT
 PP3318_MARK LOGO: USGS
 PP3318_PROJECTION: FLUSH
 PP3318_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 PP3318_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PP3318_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 PP3318+SATELLITE: SATELLITE OBSERVATIONS - October 04, 2023
 PP3318
 PP3318  HISTORY     - Date     Condition        Report By
 PP3318  HISTORY     - 19500401 MONUMENTED       USGS
 PP3318  HISTORY     - 1984     GOOD             MNDT
 PP3318  HISTORY     - 20081104 GOOD             MNDT
 PP3318  HISTORY     - 20170404 GOOD             MNDT
 PP3318  HISTORY     - 20231004 GOOD             MNDT
 PP3318
 PP3318                          STATION DESCRIPTION
 PP3318
 PP3318'DESCRIBED BY MN DEPT OF TRANSP 1984
 PP3318'5.3 MI SE FROM RED WING.
 PP3318'THE MARK IS LOCATED ABOUT 5-1/4 MILES SOUTHEAST OF THE CITY OF RED
 PP3318'WING IN THE SOUTHWEST 1/4 OF SECTION 19, T112N, R14W, 6.7 MILES
 PP3318'SOUTHEAST ALONG TRUNK HIGHWAY 58 FROM ITS JUNCTION WITH TRUNK
 PP3318'HIGHWAYS 61 AND 63 IN RED WING, 41.0 FEET WEST OF AND ABOUT 5 FEET
 PP3318'LOWER THAN THE CENTERLINE OF HIGHWAY 58, 94.3 FEET NORTHWEST OF
 PP3318'HIGHWAY 58 MILE POST NUMBER 17, 422 FEET SOUTHWEST ALONG HIGHWAY 58
 PP3318'FROM A T-ROAD WEST, 99 FEET NORTHEAST OF THE NORTHEAST CORNER OF AN
 PP3318'EMPTY BRICK SCHOOL HOUSE, 29.3 FEET SOUTH OF A CORNER FENCE POST, 6.7
 PP3318'FEET NORTH OF A 36 INCH OAK TREE WITH A TRIANGULAR BLAZE ON THE EAST
 PP3318'SIDE, AND 1.2 FEET SOUTHEAST OF A STEEL WITNESS POST.  THE MARK, A
 PP3318'STANDARD USGS BENCH MARK DISK STAMPED---15 ES 1950---, IS SET IN THE
 PP3318'TOP OF A CONCRETE POST AND PROJECTS 0.1 FOOT ABOVE THE GROUND.
 PP3318
 PP3318                          STATION RECOVERY (2008)
 PP3318
 PP3318'RECOVERY NOTE BY MN DEPT OF TRANSP 2008 (MDL)
 PP3318'RECOVERED AS DESCRIBED.
 PP3318
 PP3318                          STATION RECOVERY (2017)
 PP3318
 PP3318'RECOVERY NOTE BY MN DEPT OF TRANSP 2017 (KMS)
 PP3318'THE MARK IS LOCATED ABOUT 5.3 MI (8.5 KM) SOUTHEAST OF RED WING.
 PP3318'
 PP3318'TO REACH THE MARK GO 6.7 MI (10.8 KM) SOUTHEAST ALONG TRUNK HIGHWAY 58
 PP3318'FROM THE JUNCTION OF TRUNK HIGHWAY 58 AND TRUNK HIGHWAY 61/TRUNK
 PP3318'HIGHWAY 63 IN REDWING, AT TRUNK HIGHWAY 58 MILE POINT 17.
 PP3318'
 PP3318'THE MARK IS LOCATED 41 FT (12.5 M) NORTHWEST OF TRUNK HIGHWAY 58, 99
 PP3318'FT (30.2 M) SOUTHEAST OF THE SOUTHEAST CORNER OF AN OLD SCHOOLHOUSE,
 PP3318'94.3 FT (28.7 M) WEST OF TRUNK HIGHWAY 58 MILEPOST 17, 29.3 FT (8.9 M)
 PP3318'WEST OF A CORNER FENCE POST, 6.7 FT (2.0 M) EAST OF A 36 INCH OAK
 PP3318'TREE, 1.2 FT (0.4 M) SOUTHWEST OF A WITNESS POST.
 PP3318
 PP3318                          STATION RECOVERY (2023)
 PP3318
 PP3318'RECOVERY NOTE BY MN DEPT OF TRANSP 2023 (MJS)
 PP3318'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DN2566 ***********************************************************************
 DN2566  DESIGNATION -  15 KED RESET
 DN2566  PID         -  DN2566
 DN2566  STATE/COUNTY-  MN/KANDIYOHI
 DN2566  COUNTRY     -  US
 DN2566  USGS QUAD   -  MOUNT TOM (2019)
 DN2566
 DN2566                         *CURRENT SURVEY CONTROL
 DN2566  ______________________________________________________________________
 DN2566* NAD 83(1986) POSITION- 45 21 01.9    (N) 095 00 31.7    (W)   HD_HELD2
 DN2566* NAVD 88 ORTHO HEIGHT -   377.670 (meters)     1239.07  (feet) ADJUSTED
 DN2566  ______________________________________________________________________
 DN2566  GEOID HEIGHT    -        -26.749 (meters)                     GEOID18
 DN2566  DYNAMIC HEIGHT  -        377.643 (meters)     1238.98  (feet) COMP
 DN2566  MODELED GRAVITY -    980,535.7   (mgal)                       NAVD 88
 DN2566
 DN2566  VERT ORDER      -  SECOND    CLASS I
 DN2566
 DN2566.The horizontal coordinates were established by autonomous hand held GPS
 DN2566.observations and have an estimated accuracy of +/- 10 meters.
 DN2566
 DN2566.The orthometric height was determined by differential leveling and
 DN2566.adjusted by the NATIONAL GEODETIC SURVEY
 DN2566.in December 2013.
 DN2566
 DN2566.Significant digits in the geoid height do not necessarily reflect accuracy.
 DN2566.GEOID18 height accuracy estimate available here.
 DN2566
 DN2566.Click photographs - Photos may exist for this station.
 DN2566
 DN2566.The dynamic height is computed by dividing the NAVD 88
 DN2566.geopotential number by the normal gravity value computed on the
 DN2566.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN2566.degrees latitude (g = 980.6199 gals.).
 DN2566
 DN2566.The modeled gravity was interpolated from observed gravity values.
 DN2566
 DN2566;                    North         East    Units  Estimated Accuracy
 DN2566;SPC MN S     -   361,670.      720,945.      MT  (+/- 10 meters HH2 GPS)
 DN2566
 DN2566_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUL4264423853(NAD 83)
 DN2566
 DN2566                          SUPERSEDED SURVEY CONTROL
 DN2566
 DN2566.No superseded survey control is available for this station.
 DN2566
 DN2566_MARKER: DD = SURVEY DISK
 DN2566_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 DN2566_STAMPING: 15 KED RESET 1967
 DN2566_MARK LOGO: DI
 DN2566_PROJECTION: PROJECTING 8 CENTIMETERS
 DN2566_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DN2566_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DN2566_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DN2566+SATELLITE: SATELLITE OBSERVATIONS - September 22, 2008
 DN2566
 DN2566  HISTORY     - Date     Condition        Report By
 DN2566  HISTORY     - 19670401 MONUMENTED       USGS
 DN2566  HISTORY     - 20080922 GOOD             MNDT
 DN2566
 DN2566                          STATION DESCRIPTION
 DN2566
 DN2566'DESCRIBED BY MN DEPT OF TRANSP 2008 (MPP)
 DN2566'THE MARK IS 4.76 MI (7.7 KM) NORTHWEST OF NEW LONDON.
 DN2566'
 DN2566'TO REACH THE MARK GO 4.7 MI (7.6 KM) NORTH-NORTHWEST ALONG TRUNK
 DN2566'HIGHWAY 9  FROM THE JUNCTION OF TRUNK HIGHWAY 9 AND SECOND AVENUE
 DN2566'SOUTHWEST IN NEW LONDON, AT TRUNK HIGHWAY 9 MILE POINT 5.25.
 DN2566'
 DN2566'IT IS 1.4 MI (2.3 KM) NORTH ON TRUNK HIGHWAY 71, AT TRUNK HIGHWAY 71
 DN2566'MILE POINT 140.0, 72.3 FT (22.0 M) EAST OF TRUNK HIGHWAY 71, 59.6 FT
 DN2566'(18.2 M) NORTHEAST OF MILEPOST 140, 1.0 FT (0.3 M) NORTH OF POST, AT
 DN2566'NORTHWEST CORNER OF SHELTER-BELT, 2.0 FT (0.6 M) SOUTH OF A WITNESS
 DN2566'POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DL2325 ***********************************************************************
 DL2325  DESIGNATION -  15 KEE
 DL2325  PID         -  DL2325
 DL2325  STATE/COUNTY-  MN/ROSEAU
 DL2325  COUNTRY     -  US
 DL2325  USGS QUAD   -  LEO (2019)
 DL2325
 DL2325                         *CURRENT SURVEY CONTROL
 DL2325  ______________________________________________________________________
 DL2325* NAD 83(2011) POSITION- 48 48 41.92724(N) 096 15 03.65161(W)   ADJUSTED
 DL2325* NAD 83(2011) ELLIP HT-   284.266 (meters)        (06/27/12)   ADJUSTED
 DL2325* NAD 83(2011) EPOCH   -  2010.00
 DL2325* NAVD 88 ORTHO HEIGHT -   311.9   (meters)     1023.    (feet) GPS OBS
 DL2325  ______________________________________________________________________
 DL2325  NAVD 88 orthometric height was determined with geoid model    GEOID03
 DL2325  GEOID HEIGHT    -        -27.548 (meters)                     GEOID03
 DL2325  GEOID HEIGHT    -        -27.608 (meters)                     GEOID18
 DL2325  NAD 83(2011) X  -   -458,230.285 (meters)                     COMP
 DL2325  NAD 83(2011) Y  - -4,183,386.509 (meters)                     COMP
 DL2325  NAD 83(2011) Z  -  4,777,004.634 (meters)                     COMP
 DL2325  LAPLACE CORR    -         -1.78  (seconds)                    DEFLEC18
 DL2325
 DL2325  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DL2325  Standards:
 DL2325         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DL2325            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DL2325  -------------------------------------------------------------------
 DL2325  NETWORK    0.83   0.65           0.36   0.31   0.33      0.17547345
 DL2325  -------------------------------------------------------------------
 DL2325  Click here for local accuracies and other accuracy information.
 DL2325
 DL2325.The horizontal coordinates were established by GPS observations
 DL2325.and adjusted by the National Geodetic Survey in June 2012.
 DL2325
 DL2325.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DL2325.been affixed to the stable North American tectonic plate. See 
 DL2325.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DL2325
 DL2325.The horizontal coordinates are valid at the epoch date displayed above
 DL2325.which is a decimal equivalence of Year/Month/Day.
 DL2325
 DL2325.The orthometric height was determined by GPS observations and a
 DL2325.high-resolution geoid model.
 DL2325
 DL2325.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL2325.GEOID18 height accuracy estimate available here.
 DL2325
 DL2325.Click photographs - Photos may exist for this station.
 DL2325
 DL2325.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DL2325
 DL2325.The Laplace correction was computed from DEFLEC18 derived deflections.
 DL2325
 DL2325.The ellipsoidal height was determined by GPS observations
 DL2325.and is referenced to NAD 83.
 DL2325
 DL2325. The following values were computed from the NAD 83(2011) position.
 DL2325
 DL2325;                    North         East     Units Scale Factor Converg.
 DL2325;SPC MN N     -   361,727.430   568,619.355   MT  1.00004847   -2 20 08.1
 DL2325;SPC MN N     - 1,186,767.41  1,865,545.33   sFT  1.00004847   -2 20 08.1
 DL2325;UTM  14      - 5,410,162.469   701,814.632   MT  1.00010039   +2 04 10.0
 DL2325
 DL2325!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DL2325!SPC MN N     -   0.99995545  x   1.00004847  =   1.00000392
 DL2325!UTM  14      -   0.99995545  x   1.00010039  =   1.00005584
 DL2325
 DL2325_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UQV0181410162(NAD 83)
 DL2325
 DL2325                          SUPERSEDED SURVEY CONTROL
 DL2325
 DL2325  NAD 83(2007)-  48 48 41.92722(N)    096 15 03.65251(W) AD(2002.00) 1
 DL2325  ELLIP H (04/01/09)  284.301  (m)                       GP(2002.00) 4 1
 DL2325
 DL2325.Superseded values are not recommended for survey control.
 DL2325
 DL2325.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL2325.See file dsdata.pdf to determine how the superseded data were derived.
 DL2325
 DL2325_MARKER: DD = SURVEY DISK
 DL2325_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL2325_STAMPING: 15 KEE 1966
 DL2325_MARK LOGO: USGS
 DL2325_PROJECTION: PROJECTING 10 CENTIMETERS
 DL2325_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DL2325_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DL2325+STABILITY: SURFACE MOTION
 DL2325_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL2325+SATELLITE: SATELLITE OBSERVATIONS - June 24, 2020
 DL2325
 DL2325  HISTORY     - Date     Condition        Report By
 DL2325  HISTORY     - 1966     MONUMENTED       USGS
 DL2325  HISTORY     - 20091001 GOOD             MNDT
 DL2325  HISTORY     - 20200624 GOOD             MNDT
 DL2325
 DL2325                          STATION DESCRIPTION
 DL2325
 DL2325'DESCRIBED BY MN DEPT OF TRANSP 2009 (DKH)
 DL2325'THE MARK WAS RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.
 DL2325'THE MARK IS 0.5 MILE SOUTH AND 3.0 MILES WEST OF HAUG, 3.0 MILES WEST
 DL2325'ALONG 290TH STREET FROM THE JUNCTION OF 290TH STREET AND COUNTY ROAD 7
 DL2325'IN HAUG, THENCE 0.5 MILE SOUTH ON 170TH AVENUE, 49 FEET SOUTH OF
 DL2325'DRIVEWAY, 41 FEET WEST OF 170TH AVENUE, 3.0 FEET SOUTHEAST OF POWER
 DL2325'POLE, 1.0 FOOT EAST OF WITNESS POST.
 DL2325
 DL2325                          STATION RECOVERY (2020)
 DL2325
 DL2325'RECOVERY NOTE BY MN DEPT OF TRANSP 2020 (KMS)
 DL2325'0.5 MI (0.8 KM) SOUTH AND 3.0 MI (4.8 KM) WEST OF HAUG, 3.0 MI (4.8
 DL2325'KM) WEST ALONG 290TH STREET FROM THE JUNCTION OF 290TH STREET AND
 DL2325'COUNTY ROAD 7 IN HAUG, THEN 0.5 MI (0.8 KM) SOUTH ON 170TH AVENUE,
 DL2325'49.0 FT (14.9 M) SOUTH OF A DRIVEWAY, 41.0 FT (12.5 M) WEST OF 170TH
 DL2325'AVENUE, 1.0 FT (0.3 M) EAST OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DO8561 ***********************************************************************
 DO8561  HT_MOD      -  This is a Height Modernization Survey Station.
 DO8561  DESIGNATION -  15 KEE
 DO8561  PID         -  DO8561
 DO8561  STATE/COUNTY-  MN/RED LAKE
 DO8561  COUNTRY     -  US
 DO8561  USGS QUAD   -  TERREBONNE (2019)
 DO8561
 DO8561                         *CURRENT SURVEY CONTROL
 DO8561  ______________________________________________________________________
 DO8561* NAD 83(2011) POSITION- 47 47 20.04699(N) 096 08 19.57868(W)   ADJUSTED
 DO8561* NAD 83(2011) ELLIP HT-   311.120 (meters)        (07/09/13)   ADJUSTED
 DO8561* NAD 83(2011) EPOCH   -  2010.00
 DO8561* NAVD 88 ORTHO HEIGHT -   338.11  (meters)     1109.3   (feet) GPS OBS
 DO8561  ______________________________________________________________________
 DO8561  NAVD 88 orthometric height was determined with geoid model    GEOID12A
 DO8561  GEOID HEIGHT    -        -26.963 (meters)                     GEOID12A
 DO8561  GEOID HEIGHT    -        -26.980 (meters)                     GEOID18
 DO8561  NAD 83(2011) X  -   -459,116.595 (meters)                     COMP
 DO8561  NAD 83(2011) Y  - -4,268,721.841 (meters)                     COMP
 DO8561  NAD 83(2011) Z  -  4,701,369.087 (meters)                     COMP
 DO8561  LAPLACE CORR    -         -0.84  (seconds)                    DEFLEC18
 DO8561
 DO8561  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DO8561  Standards:
 DO8561         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DO8561            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DO8561  -------------------------------------------------------------------
 DO8561  NETWORK    1.08   1.45           0.52   0.29   0.74      0.17986336
 DO8561  -------------------------------------------------------------------
 DO8561  Click here for local accuracies and other accuracy information.
 DO8561
 DO8561.The horizontal coordinates were established by GPS observations
 DO8561.and adjusted by the MN DEPT OF TRANSP in July 2013.
 DO8561
 DO8561.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DO8561.been affixed to the stable North American tectonic plate. See 
 DO8561.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DO8561
 DO8561.The horizontal coordinates are valid at the epoch date displayed above
 DO8561.which is a decimal equivalence of Year/Month/Day.
 DO8561
 DO8561.The orthometric height was determined by GPS observations and a
 DO8561.high-resolution geoid model using precise GPS observation and
 DO8561.processing techniques.
 DO8561
 DO8561.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO8561.GEOID18 height accuracy estimate available here.
 DO8561
 DO8561.Click photographs - Photos may exist for this station.
 DO8561
 DO8561.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DO8561
 DO8561.The Laplace correction was computed from DEFLEC18 derived deflections.
 DO8561
 DO8561.The ellipsoidal height was determined by GPS observations
 DO8561.and is referenced to NAD 83.
 DO8561
 DO8561. The following values were computed from the NAD 83(2011) position.
 DO8561
 DO8561;                    North         East     Units Scale Factor Converg.
 DO8561;SPC MN N     -   247,765.824   572,387.695   MT  0.99990314   -2 15 08.6
 DO8561;SPC MN N     -   812,878.37  1,877,908.63   sFT  0.99990314   -2 15 08.6
 DO8561;UTM  14      - 5,296,802.708   714,295.446   MT  1.00016434   +2 07 12.1
 DO8561
 DO8561!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DO8561!SPC MN N     -   0.99995124  x   0.99990314  =   0.99985438
 DO8561!UTM  14      -   0.99995124  x   1.00016434  =   1.00011557
 DO8561
 DO8561_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQT1429596802(NAD 83)
 DO8561
 DO8561                          SUPERSEDED SURVEY CONTROL
 DO8561
 DO8561.No superseded survey control is available for this station.
 DO8561
 DO8561_MARKER: DD = SURVEY DISK
 DO8561_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DO8561_STAMPING: 15 KEE 1963
 DO8561_MARK LOGO: USGS
 DO8561_PROJECTION: FLUSH
 DO8561_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DO8561_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DO8561+STABILITY: SURFACE MOTION
 DO8561_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DO8561+SATELLITE: SATELLITE OBSERVATIONS - October 20, 2021
 DO8561
 DO8561  HISTORY     - Date     Condition        Report By
 DO8561  HISTORY     - 19630401 MONUMENTED       USGS
 DO8561  HISTORY     - 20120314 GOOD             MNDT
 DO8561  HISTORY     - 20211020 GOOD             MNDT
 DO8561
 DO8561                          STATION DESCRIPTION
 DO8561
 DO8561'DESCRIBED BY MN DEPT OF TRANSP 2012 (WAS)
 DO8561'3.2 MILES SOUTH OF TERREBONNE, 6.0 MILES EAST ALONG COUNTY ROAD 49
 DO8561'FROM JUNCTION OF COUNTY ROAD 49 AND TRUNK HIGHWAY 32 IN MARCOUX, THEN
 DO8561'2.0 MILES NORTH ON COUNTY ROAD 12, 42.6 FEET WEST OF COUNTY ROAD 12
 DO8561'(160TH AVENUE SOUTHEAST), 42.4 FEET NORTH OF 200TH STREET SOUTHEAST,
 DO8561'3.4 FEET EAST OF POWER POLE NUMBER 44, 1.0 FOOT EAST OF WITNESS POST.
 DO8561
 DO8561                          STATION RECOVERY (2021)
 DO8561
 DO8561'RECOVERY NOTE BY MN DEPT OF TRANSP 2021 (KMS)
 DO8561'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DM1926 ***********************************************************************
 DM1926  HT_MOD      -  This is a Height Modernization Survey Station.
 DM1926  DESIGNATION -  15 RB
 DM1926  PID         -  DM1926
 DM1926  STATE/COUNTY-  MN/POPE
 DM1926  COUNTRY     -  US
 DM1926  USGS QUAD   -  LAKE SIMON (2019)
 DM1926
 DM1926                         *CURRENT SURVEY CONTROL
 DM1926  ______________________________________________________________________
 DM1926* NAD 83(2011) POSITION- 45 25 38.83657(N) 095 21 27.34153(W)   ADJUSTED
 DM1926* NAD 83(2011) ELLIP HT-   345.029 (meters)        (06/27/12)   ADJUSTED
 DM1926* NAD 83(2011) EPOCH   -  2010.00
 DM1926* NAVD 88 ORTHO HEIGHT -   371.41  (meters)     1218.5   (feet) GPS OBS
 DM1926  ______________________________________________________________________
 DM1926  NAVD 88 orthometric height was determined with geoid model    GEOID03
 DM1926  GEOID HEIGHT    -        -26.282 (meters)                     GEOID03
 DM1926  GEOID HEIGHT    -        -26.377 (meters)                     GEOID18
 DM1926  NAD 83(2011) X  -   -418,688.520 (meters)                     COMP
 DM1926  NAD 83(2011) Y  - -4,464,526.946 (meters)                     COMP
 DM1926  NAD 83(2011) Z  -  4,521,060.092 (meters)                     COMP
 DM1926  LAPLACE CORR    -         -1.56  (seconds)                    DEFLEC18
 DM1926
 DM1926  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DM1926  Standards:
 DM1926         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DM1926            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DM1926  -------------------------------------------------------------------
 DM1926  NETWORK    0.47   0.82           0.22   0.15   0.42     -0.00487891
 DM1926  -------------------------------------------------------------------
 DM1926  Click here for local accuracies and other accuracy information.
 DM1926
 DM1926.The horizontal coordinates were established by GPS observations
 DM1926.and adjusted by the National Geodetic Survey in June 2012.
 DM1926
 DM1926.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DM1926.been affixed to the stable North American tectonic plate. See 
 DM1926.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DM1926
 DM1926.The horizontal coordinates are valid at the epoch date displayed above
 DM1926.which is a decimal equivalence of Year/Month/Day.
 DM1926
 DM1926.The orthometric height was determined by GPS observations and a
 DM1926.high-resolution geoid model using precise GPS observation and
 DM1926.processing techniques.
 DM1926
 DM1926.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM1926.GEOID18 height accuracy estimate available here.
 DM1926
 DM1926.Click photographs - Photos may exist for this station.
 DM1926
 DM1926.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DM1926
 DM1926.The Laplace correction was computed from DEFLEC18 derived deflections.
 DM1926
 DM1926.The ellipsoidal height was determined by GPS observations
 DM1926.and is referenced to NAD 83.
 DM1926
 DM1926. The following values were computed from the NAD 83(2011) position.
 DM1926
 DM1926;                    North         East     Units Scale Factor Converg.
 DM1926;SPC MN C     -   148,117.056   713,320.237   MT  1.00004636   -0 48 04.4
 DM1926;SPC MN C     -   485,947.37  2,340,284.81   sFT  1.00004636   -0 48 04.4
 DM1926;UTM  15      - 5,033,140.710   315,572.972   MT  1.00001821   -1 40 47.8
 DM1926
 DM1926!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DM1926!SPC MN C     -   0.99994591  x   1.00004636  =   0.99999227
 DM1926!UTM  15      -   0.99994591  x   1.00001821  =   0.99996412
 DM1926
 DM1926_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUL1557233140(NAD 83)
 DM1926
 DM1926                          SUPERSEDED SURVEY CONTROL
 DM1926
 DM1926  NAD 83(2007)-  45 25 38.83650(N)    095 21 27.34238(W) AD(2002.00) 1
 DM1926  ELLIP H (08/04/10)  345.060  (m)                       GP(2002.00) 3 1
 DM1926
 DM1926.Superseded values are not recommended for survey control.
 DM1926
 DM1926.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DM1926.See file dsdata.pdf to determine how the superseded data were derived.
 DM1926
 DM1926_MARKER: DD = SURVEY DISK
 DM1926_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DM1926_STAMPING: 15 RB 1966
 DM1926_MARK LOGO: USGS
 DM1926_PROJECTION: FLUSH
 DM1926_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT
 DM1926_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DM1926+STABILITY: SURFACE MOTION
 DM1926_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DM1926+SATELLITE: SATELLITE OBSERVATIONS - November 20, 2019
 DM1926
 DM1926  HISTORY     - Date     Condition        Report By
 DM1926  HISTORY     - 19660401 MONUMENTED       USGS
 DM1926  HISTORY     - 20090603 GOOD             MNDT
 DM1926  HISTORY     - 20191120 GOOD             MNDT
 DM1926
 DM1926                          STATION DESCRIPTION
 DM1926
 DM1926'DESCRIBED BY MN DEPT OF TRANSP 2009 (MPP)
 DM1926'THE MARK WAS RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.
 DM1926'THE MARK IS 6.0 MILES SOUTH OF TERRACE, 2.4 MILES SOUTH AND WEST ALONG
 DM1926'198TH AVENUE FROM JUNCTION OF 198TH AVENUE AND TRUNK HIGHWAY 104 AT
 DM1926'TERRACE, THEN 3.2 MILES WEST AND SOUTH ALONG COUNTY ROAD 8 TO JUNCTION
 DM1926'OF COUNTY ROAD 8 AND COUNTY ROAD 84, 187 FEET NORTH OF COUNTY ROAD 84
 DM1926'(330TH STREET), 50.3 FEET WEST OF COUNTY ROAD 8, 1.7 FEET NORTH OF
 DM1926'WITNESS POST.
 DM1926
 DM1926                          STATION RECOVERY (2019)
 DM1926
 DM1926'RECOVERY NOTE BY MN DEPT OF TRANSP 2019 (KMS)
 DM1926'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DF8302 ***********************************************************************
 DF8302  DESIGNATION -  15 RDS RESET
 DF8302  PID         -  DF8302
 DF8302  STATE/COUNTY-  MN/WINONA
 DF8302  COUNTRY     -  US
 DF8302  USGS QUAD   -  UTICA (2019)
 DF8302
 DF8302                         *CURRENT SURVEY CONTROL
 DF8302  ______________________________________________________________________
 DF8302* NAD 83(2011) POSITION- 43 52 34.07950(N) 091 54 08.73828(W)   ADJUSTED
 DF8302* NAD 83(2011) ELLIP HT-   335.484 (meters)        (06/27/12)   ADJUSTED
 DF8302* NAD 83(2011) EPOCH   -  2010.00
 DF8302* NAVD 88 ORTHO HEIGHT -   365.6   (meters)     1199.    (feet) GPS OBS
 DF8302  ______________________________________________________________________
 DF8302  NAVD 88 orthometric height was determined with geoid model    GEOID99
 DF8302  GEOID HEIGHT    -        -30.084 (meters)                     GEOID99
 DF8302  GEOID HEIGHT    -        -30.145 (meters)                     GEOID18
 DF8302  NAD 83(2011) X  -   -152,883.475 (meters)                     COMP
 DF8302  NAD 83(2011) Y  - -4,602,729.663 (meters)                     COMP
 DF8302  NAD 83(2011) Z  -  4,398,413.559 (meters)                     COMP
 DF8302  LAPLACE CORR    -         -2.53  (seconds)                    DEFLEC18
 DF8302
 DF8302  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DF8302  Standards:
 DF8302         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DF8302            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DF8302  -------------------------------------------------------------------
 DF8302  NETWORK    0.57   1.63           0.26   0.19   0.83     -0.21011192
 DF8302  -------------------------------------------------------------------
 DF8302  Click here for local accuracies and other accuracy information.
 DF8302
 DF8302.The horizontal coordinates were established by GPS observations
 DF8302.and adjusted by the National Geodetic Survey in June 2012.
 DF8302
 DF8302.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DF8302.been affixed to the stable North American tectonic plate. See 
 DF8302.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DF8302
 DF8302.The horizontal coordinates are valid at the epoch date displayed above
 DF8302.which is a decimal equivalence of Year/Month/Day.
 DF8302
 DF8302.The orthometric height was determined by GPS observations and a
 DF8302.high-resolution geoid model.
 DF8302
 DF8302.Significant digits in the geoid height do not necessarily reflect accuracy.
 DF8302.GEOID18 height accuracy estimate available here.
 DF8302
 DF8302.Click photographs - Photos may exist for this station.
 DF8302
 DF8302.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DF8302
 DF8302.The Laplace correction was computed from DEFLEC18 derived deflections.
 DF8302
 DF8302.The ellipsoidal height was determined by GPS observations
 DF8302.and is referenced to NAD 83.
 DF8302
 DF8302. The following values were computed from the NAD 83(2011) position.
 DF8302
 DF8302;                    North         East     Units Scale Factor Converg.
 DF8302;SPC MN S     -   199,512.344   968,566.264   MT  0.99998118   +1 28 12.9
 DF8302;SPC MN S     -   654,566.75  3,177,704.48   sFT  0.99998118   +1 28 12.9
 DF8302;UTM  15      - 4,858,700.807   588,180.002   MT  0.99969564   +0 45 38.8
 DF8302
 DF8302!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF8302!SPC MN S     -   0.99994740  x   0.99998118  =   0.99992858
 DF8302!UTM  15      -   0.99994740  x   0.99969564  =   0.99964305
 DF8302
 DF8302_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWJ8818058700(NAD 83)
 DF8302
 DF8302                          SUPERSEDED SURVEY CONTROL
 DF8302
 DF8302  NAD 83(2007)-  43 52 34.07965(N)    091 54 08.73924(W) AD(2002.00) 0
 DF8302  ELLIP H (02/10/07)  335.508  (m)                       GP(2002.00)    
 DF8302  NAD 83(1996)-  43 52 34.07930(N)    091 54 08.73847(W) AD(       ) 1
 DF8302  ELLIP H (10/06/03)  335.559  (m)                       GP(       ) 3 2
 DF8302
 DF8302.Superseded values are not recommended for survey control.
 DF8302
 DF8302.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF8302.See file dsdata.pdf to determine how the superseded data were derived.
 DF8302
 DF8302_MARKER: DV = VERTICAL CONTROL DISK
 DF8302_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 DF8302_STAMPING: 15 RDS 1952 RESET 1979
 DF8302_MARK LOGO: MNHD
 DF8302_PROJECTION: FLUSH
 DF8302_MAGNETIC: I = MARKER IS A STEEL ROD
 DF8302_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DF8302_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF8302+SATELLITE: SATELLITE OBSERVATIONS - December 23, 2020
 DF8302
 DF8302  HISTORY     - Date     Condition        Report By
 DF8302  HISTORY     - 1979     MONUMENTED       MNHD
 DF8302  HISTORY     - 20010401 GOOD             MNDT
 DF8302  HISTORY     - 20050429 GOOD             MNDT
 DF8302  HISTORY     - 20110921 GOOD             MNDT
 DF8302  HISTORY     - 20191006 GOOD             MNDT
 DF8302  HISTORY     - 20201223 GOOD             MNDT
 DF8302
 DF8302                          STATION DESCRIPTION
 DF8302
 DF8302'DESCRIBED BY MN DEPT OF TRANSP 2001 (WAS)
 DF8302'THE MARK WAS RECOVERED IN GOOD CONDITION AS DESCRIBED 2.5 MI SOUTH OF
 DF8302'FREMONT, 47 FT EAST OF CO RD 29, 4.4 MI SOUTH OF FAI 9 0, 1.0 FT SOUTH
 DF8302'OF WIT POST
 DF8302
 DF8302                          STATION RECOVERY (2005)
 DF8302
 DF8302'RECOVERY NOTE BY MN DEPT OF TRANSP 2005 (PB)
 DF8302'2.5 MILES SOUTH OF FREMONT, 4.4 MILES SOUTH OF INTERSTATE HIGHWAY 90,
 DF8302'47 FEET EAST OF COUNTY ROAD 29, 1.0 FEET SOUTH OF WITNESS POST
 DF8302
 DF8302                          STATION RECOVERY (2011)
 DF8302
 DF8302'RECOVERY NOTE BY MN DEPT OF TRANSP 2011 (MPP)
 DF8302'8.7 MI (14.0 KM) NORTHWEST OF RUSHFORD, 2.6 MI (4.2 KM) SOUTH ALONG
 DF8302'COUNTY ROAD 29  FROM THE JUNCTION OF COUNTY ROAD 29 AND COUNTY ROAD 6
 DF8302'IN FREMONT, THEN 2.1 MI (3.4 KM) NORTHWEST ON COUNTY ROAD 25, THEN 2.5
 DF8302'MI (4.0 KM) NORTHERLY ON COUNTY ROAD 29, 47 FT (14.3 M) EAST OF COUNTY
 DF8302'ROAD 29, 1.0 FT (0.3 M) SOUTH OF A WITNESS POST.
 DF8302
 DF8302                          STATION RECOVERY (2019)
 DF8302
 DF8302'RECOVERY NOTE BY MN DEPT OF TRANSP 2019 (KMS)
 DF8302'7.5 MI (12.1 KM) SOUTH OF LEWISTON, 4.30 MI (6.92 KM) SOUTH ALONG
 DF8302'COUNTY ROAD 29 FROM THE JUNCTION OF COUNTY ROAD 29 AND INTERSTATE
 DF8302'HIGHWAY 90 (THE JUNCTION IS 3.5 MI (5.6 KM) SOUTH OF LEWISTON), 47.0
 DF8302'FT (14.3 M) EAST OF COUNTY ROAD 29, 1.0 FT (0.3 M) SOUTH OF A WITNESS
 DF8302'POST.
 DF8302
 DF8302                          STATION RECOVERY (2020)
 DF8302
 DF8302'RECOVERY NOTE BY MN DEPT OF TRANSP 2020 (KMS)
 DF8302'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 PQ1150 ***********************************************************************
 PQ1150  HT_MOD      -  This is a Height Modernization Survey Station.
 PQ1150  DESIGNATION -  15 T
 PQ1150  PID         -  PQ1150
 PQ1150  STATE/COUNTY-  MN/LYON
 PQ1150  COUNTRY     -  US
 PQ1150  USGS QUAD   -  MINNEOTA (2019)
 PQ1150
 PQ1150                         *CURRENT SURVEY CONTROL
 PQ1150  ______________________________________________________________________
 PQ1150* NAD 83(2011) POSITION- 44 30 06.79676(N) 095 57 38.35990(W)   ADJUSTED
 PQ1150* NAD 83(2011) ELLIP HT-   337.439 (meters)        (06/27/12)   ADJUSTED
 PQ1150* NAD 83(2011) EPOCH   -  2010.00
 PQ1150* NAVD 88 ORTHO HEIGHT -   364.19  (meters)     1194.8   (feet) GPS OBS
 PQ1150  ______________________________________________________________________
 PQ1150  NAVD 88 orthometric height was determined with geoid model    GEOID03
 PQ1150  GEOID HEIGHT    -        -26.670 (meters)                     GEOID03
 PQ1150  GEOID HEIGHT    -        -26.758 (meters)                     GEOID18
 PQ1150  NAD 83(2011) X  -   -473,203.413 (meters)                     COMP
 PQ1150  NAD 83(2011) Y  - -4,532,165.236 (meters)                     COMP
 PQ1150  NAD 83(2011) Z  -  4,448,274.347 (meters)                     COMP
 PQ1150  LAPLACE CORR    -         -4.29  (seconds)                    DEFLEC18
 PQ1150
 PQ1150  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 PQ1150  Standards:
 PQ1150         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 PQ1150            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 PQ1150  -------------------------------------------------------------------
 PQ1150  NETWORK    0.30   0.37           0.14   0.10   0.19      0.16680082
 PQ1150  -------------------------------------------------------------------
 PQ1150  Click here for local accuracies and other accuracy information.
 PQ1150
 PQ1150.The horizontal coordinates were established by GPS observations
 PQ1150.and adjusted by the National Geodetic Survey in June 2012.
 PQ1150
 PQ1150.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 PQ1150.been affixed to the stable North American tectonic plate. See 
 PQ1150.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 PQ1150
 PQ1150.The horizontal coordinates are valid at the epoch date displayed above
 PQ1150.which is a decimal equivalence of Year/Month/Day.
 PQ1150
 PQ1150.The orthometric height was determined by GPS observations and a
 PQ1150.high-resolution geoid model using precise GPS observation and
 PQ1150.processing techniques.
 PQ1150
 PQ1150.Significant digits in the geoid height do not necessarily reflect accuracy.
 PQ1150.GEOID18 height accuracy estimate available here.
 PQ1150
 PQ1150.Click photographs - Photos may exist for this station.
 PQ1150
 PQ1150.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 PQ1150
 PQ1150.The Laplace correction was computed from DEFLEC18 derived deflections.
 PQ1150
 PQ1150.The ellipsoidal height was determined by GPS observations
 PQ1150.and is referenced to NAD 83.
 PQ1150
 PQ1150. The following values were computed from the NAD 83(2011) position.
 PQ1150
 PQ1150;                    North         East     Units Scale Factor Converg.
 PQ1150;SPC MN S     -   268,746.492   644,102.062   MT  0.99992204   -1 22 27.4
 PQ1150;SPC MN S     -   881,712.45  2,113,191.52   sFT  0.99992204   -1 22 27.4
 PQ1150;UTM  15      - 4,931,883.118   264,640.181   MT  1.00028128   -2 04 34.2
 PQ1150;UTM  14      - 4,932,112.912   741,615.370   MT  1.00031798   +2 07 53.1
 PQ1150
 PQ1150!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PQ1150!SPC MN S     -   0.99994709  x   0.99992204  =   0.99986914
 PQ1150!UTM  15      -   0.99994709  x   1.00028128  =   1.00022836
 PQ1150!UTM  14      -   0.99994709  x   1.00031798  =   1.00026506
 PQ1150
 PQ1150_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTK6464031883(NAD 83)
 PQ1150
 PQ1150                          SUPERSEDED SURVEY CONTROL
 PQ1150
 PQ1150  NAD 83(2007)-  44 30 06.79657(N)    095 57 38.36073(W) AD(2002.00) 1
 PQ1150  ELLIP H (11/04/09)  337.477  (m)                       GP(2002.00) 3 1
 PQ1150  NAD 83(1996)-  44 30 06.79893(N)    095 57 38.36739(W) AD(       ) 3
 PQ1150  NAD 83(1996)-  44 30 06.79489(N)    095 57 38.36360(W) AD(       ) 3
 PQ1150  NAD 83(1986)-  44 30 06.79522(N)    095 57 38.35323(W) AD(       ) 3
 PQ1150  NAD 27      -  44 30 06.93746(N)    095 57 37.25007(W) AD(       ) 3
 PQ1150  NGVD 29             364.00   (m)         1194.2    (f) LEVELING    3  
 PQ1150
 PQ1150.Superseded values are not recommended for survey control.
 PQ1150
 PQ1150.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PQ1150.See file dsdata.pdf to determine how the superseded data were derived.
 PQ1150
 PQ1150_MARKER: DB = BENCH MARK DISK
 PQ1150_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PQ1150_STAMPING: 15 T 1960 1194
 PQ1150_MARK LOGO: USGS
 PQ1150_PROJECTION: RECESSED 30 CENTIMETERS
 PQ1150_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT
 PQ1150_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PQ1150+STABILITY: SURFACE MOTION
 PQ1150_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PQ1150+SATELLITE: SATELLITE OBSERVATIONS - May 10, 2021
 PQ1150
 PQ1150  HISTORY     - Date     Condition        Report By
 PQ1150  HISTORY     - 1960     MONUMENTED       USGS
 PQ1150  HISTORY     - 20090421 GOOD             MNDT
 PQ1150  HISTORY     - 20210510 GOOD             MNDT
 PQ1150
 PQ1150                          STATION DESCRIPTION
 PQ1150
 PQ1150'DESCRIBED BY US GEOLOGICAL SURVEY 1960 (JHT)
 PQ1150'MINNEOTA,4 MILE S AND 2 MILE E OF. 34 FT N,575 FT W AND 3.2 FT HIGHER
 PQ1150'THAN T-ROAD W AT CORNER SECTIONS 13,18,19,24,T.112N,R.42W,330 FT W OF
 PQ1150'BRIDGE,1 FT S OF E-W FENCE. IN A CONCRETE POST A STANDARD TABLET
 PQ1150'STAMPED---15 T 1960 1194 ET---.
 PQ1150
 PQ1150                          STATION RECOVERY (2009)
 PQ1150
 PQ1150'RECOVERY NOTE BY MN DEPT OF TRANSP 2009 (KMS)
 PQ1150'4.0 MILES WEST-SOUTHWEST OF GHENT, 3.0 MILES WEST ALONG COUNTY ROAD 8
 PQ1150'(320TH STREET) FROM JUNCTION OF COUNTY ROAD 8 ANDTRUNK HIGHWAY 68, TO
 PQ1150'TRUNK HIGHWAY 68 MILEPOINT 31.95, THEN GO 1.0 MILE SOUTH ALONG COUNTY
 PQ1150'ROAD 15 (170TH AVENUE), THEN GO 0.1 MILE WEST ALONG 310TH STREET, 330
 PQ1150'FEET WEST OF REFERENCE MARK, 34.0 FEET NORTH OF 310TH STREET, 2.8 FEET
 PQ1150'NORTH OF WITNESS POST.
 PQ1150
 PQ1150                          STATION RECOVERY (2021)
 PQ1150
 PQ1150'RECOVERY NOTE BY MN DEPT OF TRANSP 2021 (TJD)
 PQ1150'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DM5506 ***********************************************************************
 DM5506  DESIGNATION -  15 WR
 DM5506  PID         -  DM5506
 DM5506  STATE/COUNTY-  MN/LAKE
 DM5506  COUNTRY     -  US
 DM5506  USGS QUAD   -  SAWBILL LANDING (2019)
 DM5506
 DM5506                         *CURRENT SURVEY CONTROL
 DM5506  ______________________________________________________________________
 DM5506* NAD 83(1986) POSITION- 47 42 04.0    (N) 091 20 08.8    (W)   HD_HELD2
 DM5506* NAVD 88 ORTHO HEIGHT -   513.189 (meters)     1683.69  (feet) ADJUSTED
 DM5506  ______________________________________________________________________
 DM5506  GEOID HEIGHT    -        -29.227 (meters)                     GEOID18
 DM5506  DYNAMIC HEIGHT  -        513.269 (meters)     1683.95  (feet) COMP
 DM5506  MODELED GRAVITY -    980,750.3   (mgal)                       NAVD 88
 DM5506
 DM5506  VERT ORDER      -  SECOND    CLASS I
 DM5506
 DM5506.The horizontal coordinates were established by autonomous hand held GPS
 DM5506.observations and have an estimated accuracy of +/- 10 meters.
 DM5506
 DM5506.The orthometric height was determined by differential leveling and
 DM5506.adjusted by the NATIONAL GEODETIC SURVEY
 DM5506.in June 2011.
 DM5506
 DM5506.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM5506.GEOID18 height accuracy estimate available here.
 DM5506
 DM5506.Click photographs - Photos may exist for this station.
 DM5506
 DM5506.The dynamic height is computed by dividing the NAVD 88
 DM5506.geopotential number by the normal gravity value computed on the
 DM5506.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM5506.degrees latitude (g = 980.6199 gals.).
 DM5506
 DM5506.The modeled gravity was interpolated from observed gravity values.
 DM5506
 DM5506;                    North         East    Units  Estimated Accuracy
 DM5506;SPC MN N     -   235,042.      932,390.      MT  (+/- 10 meters HH2 GPS)
 DM5506
 DM5506_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXN2485784422(NAD 83)
 DM5506
 DM5506                          SUPERSEDED SURVEY CONTROL
 DM5506
 DM5506.No superseded survey control is available for this station.
 DM5506
 DM5506_MARKER: DB = BENCH MARK DISK
 DM5506_SETTING: 80 = SET IN A BOULDER
 DM5506_STAMPING: 15 WR 1683 1953
 DM5506_MARK LOGO: USGS
 DM5506_MAGNETIC: N = NO MAGNETIC MATERIAL
 DM5506_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DM5506+STABILITY: SURFACE MOTION
 DM5506_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DM5506+SATELLITE: SATELLITE OBSERVATIONS - July 26, 2007
 DM5506
 DM5506  HISTORY     - Date     Condition        Report By
 DM5506  HISTORY     - 1953     MONUMENTED       USGS
 DM5506  HISTORY     - 20070726 GOOD             MNDT
 DM5506
 DM5506                          STATION DESCRIPTION
 DM5506
 DM5506'DESCRIBED BY MN DEPT OF TRANSP 2007 (MPP)
 DM5506'THE MARK IS LOCATED ABOUT 16.6 MI (26.7 KM) NORTHWEST OF CRAMER, 10.9
 DM5506'MI (17.5 KM) WEST-NORTHWEST OF CLEAR LAKE AND 5.9 MI (9.5 KM) NORTH OF
 DM5506'ISABELLA MINNESOTA.
 DM5506'
 DM5506'TO REACH THE MARK FROM THE JUNCTION OF TRUNK HIGHWAY 1 AND FOREST ROAD
 DM5506'172 (WANLESS ROAD) AND POST OFFICE IN ISABELLA, GO 0.8 MI (1.3 KM)
 DM5506'EAST ALONG FOREST ROAD 172, THENCE 5.57 MI (9.0 KM) NORTH ON FOREST
 DM5506'ROAD 369, THENCE 0.25 MI (0.4 KM) NORTH ON FOREST ROAD 373, THENCE 355
 DM5506'FT (108.2 M) NORTHEAST ON AN OLD ROAD BED.
 DM5506'
 DM5506'THE MARK IS FOUND 76.0 FT (23.2 M) NORTHWEST OF THE OLD ROAD BED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DS1499 ***********************************************************************
 DS1499  HT_MOD      -  This is a Height Modernization Survey Station.
 DS1499  DESIGNATION -  1501 A RESET
 DS1499  PID         -  DS1499
 DS1499  STATE/COUNTY-  MN/CLEARWATER
 DS1499  COUNTRY     -  US
 DS1499  USGS QUAD   -  BAGLEY LAKE (2019)
 DS1499
 DS1499                         *CURRENT SURVEY CONTROL
 DS1499  ______________________________________________________________________
 DS1499* NAD 83(2011) POSITION- 47 52 24.61571(N) 095 12 44.35732(W)   ADJUSTED
 DS1499* NAD 83(2011) ELLIP HT-   331.162 (meters)        (05/14/24)   ADJUSTED
 DS1499* NAD 83(2011) EPOCH   -  2010.00
 DS1499* NAVD 88 ORTHO HEIGHT -   359.08  (meters)     1178.1   (feet) GPS OBS
 DS1499  ______________________________________________________________________
 DS1499  GEOID HEIGHT    -        -27.927 (meters)                     GEOID18
 DS1499  NAD 83(2011) X  -   -389,403.830 (meters)                     COMP
 DS1499  NAD 83(2011) Y  - -4,268,657.142 (meters)                     COMP
 DS1499  NAD 83(2011) Z  -  4,707,699.133 (meters)                     COMP
 DS1499  LAPLACE CORR    -         -3.05  (seconds)                    DEFLEC18
 DS1499
 DS1499  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DS1499  Standards:
 DS1499         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DS1499            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DS1499  -------------------------------------------------------------------
 DS1499  NETWORK    0.79   1.61           0.37   0.25   0.82      0.01567768
 DS1499  -------------------------------------------------------------------
 DS1499  Click here for local accuracies and other accuracy information.
 DS1499
 DS1499.The horizontal coordinates were established by GPS observations
 DS1499.and adjusted by the MN DEPT OF TRANSP in May 2024.
 DS1499
 DS1499.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DS1499.been affixed to the stable North American tectonic plate. See 
 DS1499.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DS1499
 DS1499.The horizontal coordinates are valid at the epoch date displayed above
 DS1499.which is a decimal equivalence of Year/Month/Day.
 DS1499
 DS1499.The orthometric height was determined by GPS observations and a
 DS1499.high-resolution geoid model using precise GPS observation and
 DS1499.processing techniques.
 DS1499
 DS1499.Significant digits in the geoid height do not necessarily reflect accuracy.
 DS1499.GEOID18 height accuracy estimate available here.
 DS1499
 DS1499.Click photographs - Photos may exist for this station.
 DS1499
 DS1499.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DS1499
 DS1499.The Laplace correction was computed from DEFLEC18 derived deflections.
 DS1499
 DS1499.The ellipsoidal height was determined by GPS observations
 DS1499.and is referenced to NAD 83.
 DS1499
 DS1499. The following values were computed from the NAD 83(2011) position.
 DS1499
 DS1499;                    North         East     Units Scale Factor Converg.
 DS1499;SPC MN N     -   254,855.802   642,017.288   MT  0.99990304   -1 33 56.5
 DS1499;SPC MN N     -   836,139.41  2,106,351.72   sFT  0.99990304   -1 33 56.5
 DS1499;UTM  15      - 5,304,610.195   334,571.812   MT  0.99993629   -1 38 28.2
 DS1499
 DS1499!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DS1499!SPC MN N     -   0.99994810  x   0.99990304  =   0.99985114
 DS1499!UTM  15      -   0.99994810  x   0.99993629  =   0.99988439
 DS1499
 DS1499_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUP3457104610(NAD 83)
 DS1499
 DS1499                          SUPERSEDED SURVEY CONTROL
 DS1499
 DS1499.No superseded survey control is available for this station.
 DS1499
 DS1499_MARKER: F = FLANGE-ENCASED ROD
 DS1499_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DS1499_STAMPING: 1501 A RESET 2023
 DS1499_MARK LOGO: MNDT
 DS1499_PROJECTION: RECESSED 8 CENTIMETERS
 DS1499_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DS1499_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DS1499_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DS1499+SATELLITE: SATELLITE OBSERVATIONS - July 25, 2023
 DS1499_ROD/PIPE-DEPTH: 10.7 meters
 DS1499
 DS1499  HISTORY     - Date     Condition        Report By
 DS1499  HISTORY     - 20230725 MONUMENTED       MNDT
 DS1499
 DS1499                          STATION DESCRIPTION
 DS1499
 DS1499'DESCRIBED BY MN DEPT OF TRANSP 2023 (KMS)
 DS1499'THE MARK IS LOCATED ABOUT 13.0 MI (20.9 KM) EAST-NORTHEAST OF BERNER,
 DS1499'10.6 MI (17.1 KM) NORTH-NORTHWEST OF DEBS AND 9.1 MI (14.6 KM) WEST OF
 DS1499'RED LAKE.
 DS1499'
 DS1499'THE MARK WAS LOCATED ABOUT 8.75 MI (14.08 KM) WEST OF RED LAKE, 7.9 MI
 DS1499'(12.7 KM) WEST ALONG TRUNK HIGHWAY 1 FROM THE JUNCTION OF TRUNK
 DS1499'HIGHWAY 1 AND TRUNK HIGHWAY 89 (THE JUNCTION IS 1.0 MI (1.6 KM) WEST
 DS1499'OF RED LAKE), AT TRUNK HIGHWAY 1 MILE POINT 109.15.
 DS1499'
 DS1499'IT IS 46.5 FT (14.2 M) NORTH OF TRUNK HIGHWAY 1, 12.7 FT (3.9 M) WEST
 DS1499'OF DRIVEWAY FIRE NUMBER 1540 AND 6.6 FT (2.0 M) NORTHEAST OF A WITNESS
 DS1499'POST.
 DS1499'
 DS1499'NOTE-THE STATION STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER
 DS1499'ALUMINUM ROD DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION
 DS1499'REMOVABLE DISK SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY
 DS1499'A SIX-INCH PVC PIPE BACK FILLED WITH WASHED SAND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DS1500 ***********************************************************************
 DS1500  HT_MOD      -  This is a Height Modernization Survey Station.
 DS1500  DESIGNATION -  1501 B RESET
 DS1500  PID         -  DS1500
 DS1500  STATE/COUNTY-  MN/CLEARWATER
 DS1500  COUNTRY     -  US
 DS1500  USGS QUAD   -  BAGLEY LAKE OE N (2019)
 DS1500
 DS1500                         *CURRENT SURVEY CONTROL
 DS1500  ______________________________________________________________________
 DS1500* NAD 83(2011) POSITION- 47 52 40.44019(N) 095 13 48.87961(W)   ADJUSTED
 DS1500* NAD 83(2011) ELLIP HT-   331.225 (meters)        (05/14/24)   ADJUSTED
 DS1500* NAD 83(2011) EPOCH   -  2010.00
 DS1500* NAVD 88 ORTHO HEIGHT -   359.13  (meters)     1178.2   (feet) GPS OBS
 DS1500  ______________________________________________________________________
 DS1500  GEOID HEIGHT    -        -27.913 (meters)                     GEOID18
 DS1500  NAD 83(2011) X  -   -390,706.059 (meters)                     COMP
 DS1500  NAD 83(2011) Y  - -4,268,174.155 (meters)                     COMP
 DS1500  NAD 83(2011) Z  -  4,708,027.019 (meters)                     COMP
 DS1500  LAPLACE CORR    -         -3.09  (seconds)                    DEFLEC18
 DS1500
 DS1500  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DS1500  Standards:
 DS1500         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DS1500            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DS1500  -------------------------------------------------------------------
 DS1500  NETWORK    0.72   1.49           0.34   0.23   0.76      0.00163999
 DS1500  -------------------------------------------------------------------
 DS1500  Click here for local accuracies and other accuracy information.
 DS1500
 DS1500.The horizontal coordinates were established by GPS observations
 DS1500.and adjusted by the MN DEPT OF TRANSP in May 2024.
 DS1500
 DS1500.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DS1500.been affixed to the stable North American tectonic plate. See 
 DS1500.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DS1500
 DS1500.The horizontal coordinates are valid at the epoch date displayed above
 DS1500.which is a decimal equivalence of Year/Month/Day.
 DS1500
 DS1500.The orthometric height was determined by GPS observations and a
 DS1500.high-resolution geoid model using precise GPS observation and
 DS1500.processing techniques.
 DS1500
 DS1500.Significant digits in the geoid height do not necessarily reflect accuracy.
 DS1500.GEOID18 height accuracy estimate available here.
 DS1500
 DS1500.Click photographs - Photos may exist for this station.
 DS1500
 DS1500.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DS1500
 DS1500.The Laplace correction was computed from DEFLEC18 derived deflections.
 DS1500
 DS1500.The ellipsoidal height was determined by GPS observations
 DS1500.and is referenced to NAD 83.
 DS1500
 DS1500. The following values were computed from the NAD 83(2011) position.
 DS1500
 DS1500;                    North         East     Units Scale Factor Converg.
 DS1500;SPC MN N     -   255,381.102   640,690.623   MT  0.99990309   -1 34 44.3
 DS1500;SPC MN N     -   837,862.83  2,101,999.15   sFT  0.99990309   -1 34 44.3
 DS1500;UTM  15      - 5,305,137.263   333,245.793   MT  0.99994170   -1 39 16.5
 DS1500
 DS1500!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DS1500!SPC MN N     -   0.99994809  x   0.99990309  =   0.99985118
 DS1500!UTM  15      -   0.99994809  x   0.99994170  =   0.99988979
 DS1500
 DS1500_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUP3324505137(NAD 83)
 DS1500
 DS1500                          SUPERSEDED SURVEY CONTROL
 DS1500
 DS1500.No superseded survey control is available for this station.
 DS1500
 DS1500_MARKER: F = FLANGE-ENCASED ROD
 DS1500_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DS1500_STAMPING: 1501 B RESET 2023
 DS1500_MARK LOGO: MNDT
 DS1500_PROJECTION: RECESSED 15 CENTIMETERS
 DS1500_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DS1500_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DS1500_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DS1500+SATELLITE: SATELLITE OBSERVATIONS - July 25, 2023
 DS1500_ROD/PIPE-DEPTH: 8.8 meters
 DS1500
 DS1500  HISTORY     - Date     Condition        Report By
 DS1500  HISTORY     - 20230725 MONUMENTED       MNDT
 DS1500
 DS1500                          STATION DESCRIPTION
 DS1500
 DS1500'DESCRIBED BY MN DEPT OF TRANSP 2023 (AJH)
 DS1500'THE MARK IS LOCATED ABOUT 12.4 MI (20.0 KM) EAST-NORTHEAST OF BERNER,
 DS1500'11.2 MI (18.0 KM) NORTH-NORTHWEST OF DEBS AND 9.9 MI (15.9 KM) WEST OF
 DS1500'RED LAKE.
 DS1500'
 DS1500'THE MARK WAS LOCATED ABOUT 9.5 MI (15.3 KM) WEST OF RED LAKE, 8.8 MI
 DS1500'(14.2 KM) WEST ALONG TRUNK HIGHWAY 1 FROM THE JUNCTION OF TRUNK
 DS1500'HIGHWAY 1 AND TRUNK HIGHWAY 89 (THE JUNCTION IS 1.0 MI (1.6 KM) WEST
 DS1500'OF RED LAKE), AT TRUNK HIGHWAY 1 MILE POINT 108.25.
 DS1500'
 DS1500'IT IS 50.8 FT (15.5 M) NORTH OF TRUNK HIGHWAY 1, 15.8 FT (4.8 M)
 DS1500'NORTHWEST OF AN ENTRANCE AND 1.3 FT (0.4 M) SOUTH OF A WITNESS POST.
 DS1500'
 DS1500'NOTE-THE STATION STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER
 DS1500'ALUMINUM ROD DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION
 DS1500'REMOVABLE DISK SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY
 DS1500'A SIX-INCH PVC PIPE BACK FILLED WITH WASHED SAND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DS1788 ***********************************************************************
 DS1788  HT_MOD      -  This is a Height Modernization Survey Station.
 DS1788  DESIGNATION -  1501 C RESET 2
 DS1788  PID         -  DS1788
 DS1788  STATE/COUNTY-  MN/CLEARWATER
 DS1788  COUNTRY     -  US
 DS1788  USGS QUAD   -  BAGLEY LAKE OE N (2019)
 DS1788
 DS1788                         *CURRENT SURVEY CONTROL
 DS1788  ______________________________________________________________________
 DS1788* NAD 83(2011) POSITION- 47 52 50.30770(N) 095 14 32.99202(W)   ADJUSTED
 DS1788* NAD 83(2011) ELLIP HT-   331.030 (meters)        (05/14/24)   ADJUSTED
 DS1788* NAD 83(2011) EPOCH   -  2010.00
 DS1788* NAVD 88 ORTHO HEIGHT -   358.92  (meters)     1177.6   (feet) GPS OBS
 DS1788  ______________________________________________________________________
 DS1788  GEOID HEIGHT    -        -27.904 (meters)                     GEOID18
 DS1788  NAD 83(2011) X  -   -391,598.187 (meters)                     COMP
 DS1788  NAD 83(2011) Y  - -4,267,865.251 (meters)                     COMP
 DS1788  NAD 83(2011) Z  -  4,708,231.289 (meters)                     COMP
 DS1788  LAPLACE CORR    -         -3.15  (seconds)                    DEFLEC18
 DS1788
 DS1788  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DS1788  Standards:
 DS1788         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DS1788            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DS1788  -------------------------------------------------------------------
 DS1788  NETWORK    0.71   1.45           0.33   0.23   0.74     -0.00588676
 DS1788  -------------------------------------------------------------------
 DS1788  Click here for local accuracies and other accuracy information.
 DS1788
 DS1788.The horizontal coordinates were established by GPS observations
 DS1788.and adjusted by the MN DEPT OF TRANSP in May 2024.
 DS1788
 DS1788.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DS1788.been affixed to the stable North American tectonic plate. See 
 DS1788.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DS1788
 DS1788.The horizontal coordinates are valid at the epoch date displayed above
 DS1788.which is a decimal equivalence of Year/Month/Day.
 DS1788
 DS1788.The orthometric height was determined by GPS observations and a
 DS1788.high-resolution geoid model using precise GPS observation and
 DS1788.processing techniques.
 DS1788
 DS1788.Significant digits in the geoid height do not necessarily reflect accuracy.
 DS1788.GEOID18 height accuracy estimate available here.
 DS1788
 DS1788.Click photographs - Photos may exist for this station.
 DS1788
 DS1788.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DS1788
 DS1788.The Laplace correction was computed from DEFLEC18 derived deflections.
 DS1788
 DS1788.The ellipsoidal height was determined by GPS observations
 DS1788.and is referenced to NAD 83.
 DS1788
 DS1788. The following values were computed from the NAD 83(2011) position.
 DS1788
 DS1788;                    North         East     Units Scale Factor Converg.
 DS1788;SPC MN N     -   255,711.045   639,782.933   MT  0.99990313   -1 35 17.0
 DS1788;SPC MN N     -   838,945.32  2,099,021.17   sFT  0.99990313   -1 35 17.0
 DS1788;UTM  15      - 5,305,468.418   332,338.503   MT  0.99994543   -1 39 49.5
 DS1788
 DS1788!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DS1788!SPC MN N     -   0.99994812  x   0.99990313  =   0.99985125
 DS1788!UTM  15      -   0.99994812  x   0.99994543  =   0.99989355
 DS1788
 DS1788_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUP3233805468(NAD 83)
 DS1788
 DS1788                          SUPERSEDED SURVEY CONTROL
 DS1788
 DS1788.No superseded survey control is available for this station.
 DS1788
 DS1788_MARKER: I = METAL ROD
 DS1788_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DS1788_STAMPING: 1501 C RESET 2023
 DS1788_MARK LOGO: MNDT
 DS1788_PROJECTION: RECESSED 8 CENTIMETERS
 DS1788_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DS1788_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DS1788_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DS1788+SATELLITE: SATELLITE OBSERVATIONS - October 04, 2023
 DS1788_ROD/PIPE-DEPTH: 10.7 meters
 DS1788
 DS1788  HISTORY     - Date     Condition        Report By
 DS1788  HISTORY     - 20230725 MONUMENTED       MNDT
 DS1788  HISTORY     - 20231004 GOOD             MNDT
 DS1788
 DS1788                          STATION DESCRIPTION
 DS1788
 DS1788'DESCRIBED BY MN DEPT OF TRANSP 2023 (BXG)
 DS1788'10.5 MILES WEST OF RED LAKE, 9.4 MILES WEST ALONG TRUNK HIGHWAY 1 FROM
 DS1788'THE JUNCTION OF TRUNK HIGHWAY 1 AND TRUNK HIGHWAY 89 (THE JUNCTION IS
 DS1788'1.0 MILE WEST OF RED LAKE), AT TRUNK HIGHWAY 1 MILEPOINT 107.65, 111.0
 DS1788'FEET SOUTH OF TRUNK HIGHWAY 1, 22.6 FEET WEST OF INDIAN ROUTE 3, 3.2
 DS1788'FEET EAST OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DS1502 ***********************************************************************
 DS1502  HT_MOD      -  This is a Height Modernization Survey Station.
 DS1502  DESIGNATION -  1501 D RESET
 DS1502  PID         -  DS1502
 DS1502  STATE/COUNTY-  MN/CLEARWATER
 DS1502  COUNTRY     -  US
 DS1502  USGS QUAD   -  BERNER NE (2019)
 DS1502
 DS1502                         *CURRENT SURVEY CONTROL
 DS1502  ______________________________________________________________________
 DS1502* NAD 83(2011) POSITION- 47 53 23.15416(N) 095 15 34.54719(W)   ADJUSTED
 DS1502* NAD 83(2011) ELLIP HT-   331.529 (meters)        (05/14/24)   ADJUSTED
 DS1502* NAD 83(2011) EPOCH   -  2010.00
 DS1502* NAVD 88 ORTHO HEIGHT -   359.41  (meters)     1179.2   (feet) GPS OBS
 DS1502  ______________________________________________________________________
 DS1502  GEOID HEIGHT    -        -27.895 (meters)                     GEOID18
 DS1502  NAD 83(2011) X  -   -392,802.862 (meters)                     COMP
 DS1502  NAD 83(2011) Y  - -4,266,999.114 (meters)                     COMP
 DS1502  NAD 83(2011) Z  -  4,708,912.024 (meters)                     COMP
 DS1502  LAPLACE CORR    -         -3.29  (seconds)                    DEFLEC18
 DS1502
 DS1502  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DS1502  Standards:
 DS1502         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DS1502            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DS1502  -------------------------------------------------------------------
 DS1502  NETWORK    0.71   1.47           0.33   0.23   0.75      0.01979908
 DS1502  -------------------------------------------------------------------
 DS1502  Click here for local accuracies and other accuracy information.
 DS1502
 DS1502.The horizontal coordinates were established by GPS observations
 DS1502.and adjusted by the MN DEPT OF TRANSP in May 2024.
 DS1502
 DS1502.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DS1502.been affixed to the stable North American tectonic plate. See 
 DS1502.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DS1502
 DS1502.The horizontal coordinates are valid at the epoch date displayed above
 DS1502.which is a decimal equivalence of Year/Month/Day.
 DS1502
 DS1502.The orthometric height was determined by GPS observations and a
 DS1502.high-resolution geoid model using precise GPS observation and
 DS1502.processing techniques.
 DS1502
 DS1502.Significant digits in the geoid height do not necessarily reflect accuracy.
 DS1502.GEOID18 height accuracy estimate available here.
 DS1502
 DS1502.Click photographs - Photos may exist for this station.
 DS1502
 DS1502.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DS1502
 DS1502.The Laplace correction was computed from DEFLEC18 derived deflections.
 DS1502
 DS1502.The ellipsoidal height was determined by GPS observations
 DS1502.and is referenced to NAD 83.
 DS1502
 DS1502. The following values were computed from the NAD 83(2011) position.
 DS1502
 DS1502;                    North         East     Units Scale Factor Converg.
 DS1502;SPC MN N     -   256,760.614   638,532.955   MT  0.99990327   -1 36 02.6
 DS1502;SPC MN N     -   842,388.78  2,094,920.20   sFT  0.99990327   -1 36 02.6
 DS1502;UTM  15      - 5,306,519.688   331,089.858   MT  0.99995059   -1 40 36.1
 DS1502
 DS1502!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DS1502!SPC MN N     -   0.99994804  x   0.99990327  =   0.99985132
 DS1502!UTM  15      -   0.99994804  x   0.99995059  =   0.99989863
 DS1502
 DS1502_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUP3108906519(NAD 83)
 DS1502
 DS1502                          SUPERSEDED SURVEY CONTROL
 DS1502
 DS1502.No superseded survey control is available for this station.
 DS1502
 DS1502_MARKER: I = METAL ROD
 DS1502_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DS1502_STAMPING: 1501 D RESET 2023
 DS1502_MARK LOGO: MNDT
 DS1502_PROJECTION: RECESSED 8 CENTIMETERS
 DS1502_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DS1502_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DS1502_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DS1502+SATELLITE: SATELLITE OBSERVATIONS - July 25, 2023
 DS1502_ROD/PIPE-DEPTH: 6.1 meters
 DS1502
 DS1502  HISTORY     - Date     Condition        Report By
 DS1502  HISTORY     - 20230725 MONUMENTED       MNDT
 DS1502
 DS1502                          STATION DESCRIPTION
 DS1502
 DS1502'DESCRIBED BY MN DEPT OF TRANSP 2023 (KMS)
 DS1502'THE MARK IS LOCATED ABOUT 12.5 MI (20.1 KM) NORTH-NORTHWEST OF DEBS,
 DS1502'11.5 MI (18.5 KM) EAST-NORTHEAST OF BERNER AND 11.3 MI (18.2 KM) WEST
 DS1502'OF RED LAKE.
 DS1502'
 DS1502'THE MARK WAS LOCATED ABOUT 11.0 MI (17.7 KM) WEST OF RED LAKE, 10.4 MI
 DS1502'(16.7 KM) WEST ALONG TRUNK HIGHWAY 1 FROM THE JUNCTION OF TRUNK
 DS1502'HIGHWAY 89 AND TRUNK HIGHWAY 1 (THE JUNCTION IS 1.0 MI (1.6 KM) WEST
 DS1502'OF RED LAKE), AT TRUNK HIGHWAY 1 MILE POINT 106.7.
 DS1502'
 DS1502'IT IS 55.8 FT (17.0 M) NORTHEAST OF TRUNK HIGHWAY 1, 10.4 FT (3.2 M)
 DS1502'SOUTHEAST OF AN ENTRANCE AND 1.0 FT (0.3 M) SOUTHWEST OF A WITNESS
 DS1502'POST.
 DS1502'
 DS1502'NOTE-THE STATION STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER
 DS1502'ALUMINUM ROD DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION
 DS1502'REMOVABLE DISK SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY
 DS1502'A SIX-INCH PVC PIPE BACK FILLED WITH WASHED SAND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DE9750 ***********************************************************************
 DE9750  DESIGNATION -  1501 E
 DE9750  PID         -  DE9750
 DE9750  STATE/COUNTY-  MN/CLEARWATER
 DE9750  COUNTRY     -  US
 DE9750  USGS QUAD   -  BERNER NE (2019)
 DE9750
 DE9750                         *CURRENT SURVEY CONTROL
 DE9750  ______________________________________________________________________
 DE9750* NAD 83(2011) POSITION- 47 54 00.27192(N) 095 16 10.29317(W)   ADJUSTED
 DE9750* NAD 83(2011) ELLIP HT-   330.973 (meters)        (06/27/12)   ADJUSTED
 DE9750* NAD 83(2011) EPOCH   -  2010.00
 DE9750* NAVD 88 ORTHO HEIGHT -   358.860 (meters)     1177.36  (feet) ADJUSTED
 DE9750  ______________________________________________________________________
 DE9750  GEOID HEIGHT    -        -27.894 (meters)                     GEOID18
 DE9750  NAD 83(2011) X  -   -393,464.180 (meters)                     COMP
 DE9750  NAD 83(2011) Y  - -4,266,083.619 (meters)                     COMP
 DE9750  NAD 83(2011) Z  -  4,709,680.308 (meters)                     COMP
 DE9750  LAPLACE CORR    -         -3.42  (seconds)                    DEFLEC18
 DE9750  DYNAMIC HEIGHT  -        358.920 (meters)     1177.56  (feet) COMP
 DE9750  MODELED GRAVITY -    980,770.0   (mgal)                       NAVD 88
 DE9750
 DE9750  VERT ORDER      -  SECOND    CLASS I
 DE9750
 DE9750  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DE9750  Standards:
 DE9750         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DE9750            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DE9750  -------------------------------------------------------------------
 DE9750  NETWORK    0.59   0.69           0.27   0.20   0.35      0.01313586
 DE9750  -------------------------------------------------------------------
 DE9750  Click here for local accuracies and other accuracy information.
 DE9750
 DE9750.The horizontal coordinates were established by GPS observations
 DE9750.and adjusted by the National Geodetic Survey in June 2012.
 DE9750
 DE9750.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DE9750.been affixed to the stable North American tectonic plate. See 
 DE9750.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DE9750
 DE9750.The horizontal coordinates are valid at the epoch date displayed above
 DE9750.which is a decimal equivalence of Year/Month/Day.
 DE9750
 DE9750.The orthometric height was determined by differential leveling and
 DE9750.adjusted by the NATIONAL GEODETIC SURVEY
 DE9750.in August 2019.
 DE9750
 DE9750.Significant digits in the geoid height do not necessarily reflect accuracy.
 DE9750.GEOID18 height accuracy estimate available here.
 DE9750
 DE9750.Click photographs - Photos may exist for this station.
 DE9750
 DE9750.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DE9750
 DE9750.The Laplace correction was computed from DEFLEC18 derived deflections.
 DE9750
 DE9750.The ellipsoidal height was determined by GPS observations
 DE9750.and is referenced to NAD 83.
 DE9750
 DE9750.The dynamic height is computed by dividing the NAVD 88
 DE9750.geopotential number by the normal gravity value computed on the
 DE9750.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE9750.degrees latitude (g = 980.6199 gals.).
 DE9750
 DE9750.The modeled gravity was interpolated from observed gravity values.
 DE9750
 DE9750. The following values were computed from the NAD 83(2011) position.
 DE9750
 DE9750;                    North         East     Units Scale Factor Converg.
 DE9750;SPC MN N     -   257,927.247   637,822.921   MT  0.99990345   -1 36 29.1
 DE9750;SPC MN N     -   846,216.31  2,092,590.70   sFT  0.99990345   -1 36 29.1
 DE9750;UTM  15      - 5,307,687.319   330,381.340   MT  0.99995354   -1 41 03.6
 DE9750
 DE9750!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE9750!SPC MN N     -   0.99994813  x   0.99990345  =   0.99985158
 DE9750!UTM  15      -   0.99994813  x   0.99995354  =   0.99990167
 DE9750
 DE9750:                Primary Azimuth Mark                     Grid Az
 DE9750:SPC MN N     -  1501 D                                   148 40 27.6
 DE9750:UTM  15      -  1501 D                                   148 45 02.1
 DE9750
 DE9750_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUP3038107687(NAD 83)
 DE9750
 DE9750|---------------------------------------------------------------------|
 DE9750| PID    Reference Object                     Distance      Geod. Az  |
 DE9750|                                                           dddmmss.s |
 DE9750| DE9749 1501 D                              APPROX. 1.4 KM 1470358.5 |
 DE9750|---------------------------------------------------------------------|
 DE9750
 DE9750                          SUPERSEDED SURVEY CONTROL
 DE9750
 DE9750  NAD 83(2007)-  47 54 00.27212(N)    095 16 10.29434(W) AD(2002.00) 0
 DE9750  ELLIP H (02/10/07)  331.012  (m)                       GP(2002.00)    
 DE9750  NAD 83(1996)-  47 54 00.27214(N)    095 16 10.29429(W) AD(       ) 1
 DE9750  ELLIP H (01/24/03)  331.002  (m)                       GP(       ) 4 1
 DE9750  NAVD 88 (10/29/07)  358.863  (m)         1177.37   (f) SUPERSEDED  2 1
 DE9750  NAVD 88 (04/16/04)  358.900  (m)         1177.49   (f) SUPERSEDED  2 1
 DE9750  NAVD 88             358.87   (m)         1177.4    (f) LEVELING    3  
 DE9750
 DE9750.Superseded values are not recommended for survey control.
 DE9750
 DE9750.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE9750.See file dsdata.pdf to determine how the superseded data were derived.
 DE9750
 DE9750_MARKER: DD = SURVEY DISK
 DE9750_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DE9750_STAMPING: 1501 E 2001
 DE9750_MARK LOGO: MNDT
 DE9750_PROJECTION: RECESSED 3 CENTIMETERS
 DE9750_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DE9750_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DE9750_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE9750+SATELLITE: SATELLITE OBSERVATIONS - July 19, 2023
 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  HISTORY     - 20061116 GOOD             MNDT
 DE9750  HISTORY     - 20200204 GOOD             MNDT
 DE9750  HISTORY     - 20230719 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.
 DE9750
 DE9750                          STATION RECOVERY (2006)
 DE9750
 DE9750'RECOVERY NOTE BY MN DEPT OF TRANSP 2006 (VG)
 DE9750'12 MI (19.3 KM) WEST-NORTHWEST OF RED LAKE, 11.2 MI (18.0 KM) WEST
 DE9750'ALONG TRUNK HIGHWAY 1  FROM THE JUNCTION OF TRUNK HIGHWAY 1 AND TRUNK
 DE9750'HIGHWAY 89 (1 MILES WEST OF RED LAKE), AT TRUNK HIGHWAY 1 MILE POINT
 DE9750'105.8, 60.8 FT (18.5 M) WEST OF TRUNK HIGHWAY 1, 350 FT (106.7 M)
 DE9750'NORTH OF DRIVEWAY FIRE NO 1553, 1.7 FT (0.5 M) WEST OF A WITNESS POST.
 DE9750
 DE9750                          STATION RECOVERY (2020)
 DE9750
 DE9750'RECOVERY NOTE BY MN DEPT OF TRANSP 2020 (KMS)
 DE9750'RECOVERED IN GOOD CONDITION.
 DE9750
 DE9750                          STATION RECOVERY (2023)
 DE9750
 DE9750'RECOVERY NOTE BY MN DEPT OF TRANSP 2023 (KMS)
 DE9750'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DS1503 ***********************************************************************
 DS1503  HT_MOD      -  This is a Height Modernization Survey Station.
 DS1503  DESIGNATION -  1501 F RESET
 DS1503  PID         -  DS1503
 DS1503  STATE/COUNTY-  MN/CLEARWATER
 DS1503  COUNTRY     -  US
 DS1503  USGS QUAD   -  BERNER NE (2019)
 DS1503
 DS1503                         *CURRENT SURVEY CONTROL
 DS1503  ______________________________________________________________________
 DS1503* NAD 83(2011) POSITION- 47 54 56.13752(N) 095 16 32.86232(W)   ADJUSTED
 DS1503* NAD 83(2011) ELLIP HT-   331.301 (meters)        (05/14/24)   ADJUSTED
 DS1503* NAD 83(2011) EPOCH   -  2010.00
 DS1503* NAVD 88 ORTHO HEIGHT -   359.19  (meters)     1178.4   (feet) GPS OBS
 DS1503  ______________________________________________________________________
 DS1503  GEOID HEIGHT    -        -27.903 (meters)                     GEOID18
 DS1503  NAD 83(2011) X  -   -393,813.247 (meters)                     COMP
 DS1503  NAD 83(2011) Y  - -4,264,765.719 (meters)                     COMP
 DS1503  NAD 83(2011) Z  -  4,710,837.223 (meters)                     COMP
 DS1503  LAPLACE CORR    -         -3.61  (seconds)                    DEFLEC18
 DS1503
 DS1503  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DS1503  Standards:
 DS1503         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DS1503            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DS1503  -------------------------------------------------------------------
 DS1503  NETWORK    0.73   1.49           0.34   0.24   0.76     -0.00643600
 DS1503  -------------------------------------------------------------------
 DS1503  Click here for local accuracies and other accuracy information.
 DS1503
 DS1503.The horizontal coordinates were established by GPS observations
 DS1503.and adjusted by the MN DEPT OF TRANSP in May 2024.
 DS1503
 DS1503.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DS1503.been affixed to the stable North American tectonic plate. See 
 DS1503.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DS1503
 DS1503.The horizontal coordinates are valid at the epoch date displayed above
 DS1503.which is a decimal equivalence of Year/Month/Day.
 DS1503
 DS1503.The orthometric height was determined by GPS observations and a
 DS1503.high-resolution geoid model using precise GPS observation and
 DS1503.processing techniques.
 DS1503
 DS1503.Significant digits in the geoid height do not necessarily reflect accuracy.
 DS1503.GEOID18 height accuracy estimate available here.
 DS1503
 DS1503.Click photographs - Photos may exist for this station.
 DS1503
 DS1503.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DS1503
 DS1503.The Laplace correction was computed from DEFLEC18 derived deflections.
 DS1503
 DS1503.The ellipsoidal height was determined by GPS observations
 DS1503.and is referenced to NAD 83.
 DS1503
 DS1503. The following values were computed from the NAD 83(2011) position.
 DS1503
 DS1503;                    North         East     Units Scale Factor Converg.
 DS1503;SPC MN N     -   259,665.017   637,402.963   MT  0.99990379   -1 36 45.9
 DS1503;SPC MN N     -   851,917.64  2,091,212.89   sFT  0.99990379   -1 36 45.9
 DS1503;UTM  15      - 5,309,425.736   329,963.680   MT  0.99995528   -1 41 21.9
 DS1503
 DS1503!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DS1503!SPC MN N     -   0.99994808  x   0.99990379  =   0.99985187
 DS1503!UTM  15      -   0.99994808  x   0.99995528  =   0.99990336
 DS1503
 DS1503_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUP2996309425(NAD 83)
 DS1503
 DS1503                          SUPERSEDED SURVEY CONTROL
 DS1503
 DS1503.No superseded survey control is available for this station.
 DS1503
 DS1503_MARKER: I = METAL ROD
 DS1503_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DS1503_STAMPING: 1501 F RESET 2023
 DS1503_MARK LOGO: MNDT
 DS1503_PROJECTION: RECESSED 10 CENTIMETERS
 DS1503_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DS1503_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DS1503_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DS1503+SATELLITE: SATELLITE OBSERVATIONS - July 25, 2023
 DS1503_ROD/PIPE-DEPTH: 12.2 meters
 DS1503
 DS1503  HISTORY     - Date     Condition        Report By
 DS1503  HISTORY     - 20230725 MONUMENTED       MNDT
 DS1503
 DS1503                          STATION DESCRIPTION
 DS1503
 DS1503'DESCRIBED BY MN DEPT OF TRANSP 2023 (KMS)
 DS1503'THE MARK IS LOCATED ABOUT 14.5 MI (23.3 KM) NORTH-NORTHWEST OF DEBS,
 DS1503'12.3 MI (19.8 KM) WEST-NORTHWEST OF RED LAKE AND 12.0 MI (19.3 KM)
 DS1503'NORTHEAST OF BERNER.
 DS1503'
 DS1503'THE MARK WAS LOCATED ABOUT 13.0 MI (20.9 KM) WEST-NORTHWEST OF RED
 DS1503'LAKE, 12.4 MI (20.0 KM) WEST ALONG TRUNK HIGHWAY 1 FROM THE JUNCTION
 DS1503'OF TRUNK HIGHWAY 1 AND TRUNK HIGHWAY 89 (THE JUNCTION IS 1.0 MI (1.6
 DS1503'KM) WEST OF RED LAKE), AT TRUNK HIGHWAY 1 MILE POINT 104.7.
 DS1503'
 DS1503'IT IS 52.3 FT (15.9 M) EAST OF TRUNK HIGHWAY 1, 31.4 FT (9.6 M) NORTH
 DS1503'OF AN ENTRANCE AND 1.5 FT (0.5 M) WEST OF A WITNESS POST.
 DS1503'
 DS1503'NOTE-THE STATION STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER
 DS1503'ALUMINUM ROD DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION
 DS1503'REMOVABLE DISK SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY
 DS1503'A SIX-INCH PVC PIPE BACK FILLED WITH WASHED SAND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DS1504 ***********************************************************************
 DS1504  HT_MOD      -  This is a Height Modernization Survey Station.
 DS1504  DESIGNATION -  1501 G RESET
 DS1504  PID         -  DS1504
 DS1504  STATE/COUNTY-  MN/CLEARWATER
 DS1504  COUNTRY     -  US
 DS1504  USGS QUAD   -  BERNER NE (2019)
 DS1504
 DS1504                         *CURRENT SURVEY CONTROL
 DS1504  ______________________________________________________________________
 DS1504* NAD 83(2011) POSITION- 47 56 04.22175(N) 095 16 42.05622(W)   ADJUSTED
 DS1504* NAD 83(2011) ELLIP HT-   332.080 (meters)        (05/14/24)   ADJUSTED
 DS1504* NAD 83(2011) EPOCH   -  2010.00
 DS1504* NAVD 88 ORTHO HEIGHT -   359.99  (meters)     1181.1   (feet) GPS OBS
 DS1504  ______________________________________________________________________
 DS1504  GEOID HEIGHT    -        -27.921 (meters)                     GEOID18
 DS1504  NAD 83(2011) X  -   -393,859.791 (meters)                     COMP
 DS1504  NAD 83(2011) Y  - -4,263,194.349 (meters)                     COMP
 DS1504  NAD 83(2011) Z  -  4,712,246.989 (meters)                     COMP
 DS1504  LAPLACE CORR    -         -3.77  (seconds)                    DEFLEC18
 DS1504
 DS1504  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DS1504  Standards:
 DS1504         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DS1504            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DS1504  -------------------------------------------------------------------
 DS1504  NETWORK    0.72   1.51           0.34   0.23   0.77      0.00229111
 DS1504  -------------------------------------------------------------------
 DS1504  Click here for local accuracies and other accuracy information.
 DS1504
 DS1504.The horizontal coordinates were established by GPS observations
 DS1504.and adjusted by the MN DEPT OF TRANSP in May 2024.
 DS1504
 DS1504.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DS1504.been affixed to the stable North American tectonic plate. See 
 DS1504.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DS1504
 DS1504.The horizontal coordinates are valid at the epoch date displayed above
 DS1504.which is a decimal equivalence of Year/Month/Day.
 DS1504
 DS1504.The orthometric height was determined by GPS observations and a
 DS1504.high-resolution geoid model using precise GPS observation and
 DS1504.processing techniques.
 DS1504
 DS1504.Significant digits in the geoid height do not necessarily reflect accuracy.
 DS1504.GEOID18 height accuracy estimate available here.
 DS1504
 DS1504.Click photographs - Photos may exist for this station.
 DS1504
 DS1504.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DS1504
 DS1504.The Laplace correction was computed from DEFLEC18 derived deflections.
 DS1504
 DS1504.The ellipsoidal height was determined by GPS observations
 DS1504.and is referenced to NAD 83.
 DS1504
 DS1504. The following values were computed from the NAD 83(2011) position.
 DS1504
 DS1504;                    North         East     Units Scale Factor Converg.
 DS1504;SPC MN N     -   261,772.191   637,271.409   MT  0.99990431   -1 36 52.7
 DS1504;SPC MN N     -   858,830.93  2,090,781.28   sFT  0.99990431   -1 36 52.7
 DS1504;UTM  15      - 5,311,533.194   329,834.949   MT  0.99995582   -1 41 30.5
 DS1504
 DS1504!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DS1504!SPC MN N     -   0.99994795  x   0.99990431  =   0.99985227
 DS1504!UTM  15      -   0.99994795  x   0.99995582  =   0.99990378
 DS1504
 DS1504_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUP2983411533(NAD 83)
 DS1504
 DS1504                          SUPERSEDED SURVEY CONTROL
 DS1504
 DS1504.No superseded survey control is available for this station.
 DS1504
 DS1504_MARKER: I = METAL ROD
 DS1504_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DS1504_STAMPING: 1501 G RESET 2023
 DS1504_MARK LOGO: MNDT
 DS1504_PROJECTION: RECESSED 8 CENTIMETERS
 DS1504_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DS1504_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DS1504_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DS1504+SATELLITE: SATELLITE OBSERVATIONS - July 25, 2023
 DS1504_ROD/PIPE-DEPTH: 11.3 meters
 DS1504
 DS1504  HISTORY     - Date     Condition        Report By
 DS1504  HISTORY     - 20230725 MONUMENTED       MNDT
 DS1504
 DS1504                          STATION DESCRIPTION
 DS1504
 DS1504'DESCRIBED BY MN DEPT OF TRANSP 2023 (KMS)
 DS1504'THE MARK IS LOCATED ABOUT 15.7 MI (25.3 KM) NORTH-NORTHWEST OF DEBS,
 DS1504'12.8 MI (20.6 KM) WEST-NORTHWEST OF RED LAKE AND 12.7 MI (20.4 KM)
 DS1504'NORTHEAST OF BERNER.
 DS1504'
 DS1504'THE MARK WAS LOCATED ABOUT 14.0 MI (22.5 KM) WEST-NORTHWEST OF RED
 DS1504'LAKE, 13.75 MI (22.12 KM) WEST-NORTHWEST ALONG TRUNK HIGHWAY 1 FROM
 DS1504'THE JUNCTION OF TRUNK HIGHWAY 1 AND TRUNK HIGHWAY 89 (THE JUNCTION IS
 DS1504'1.0 MI (1.6 KM) WEST OF RED LAKE), AT TRUNK HIGHWAY 1 MILE POINT
 DS1504'103.35.
 DS1504'
 DS1504'IT IS 43.5 EAST OF TRUNK HIGHWAY 1 AND 1.5 FT (0.5 M) WEST OF A
 DS1504'WITNESS POST.
 DS1504'
 DS1504'NOTE-THE STATION STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER
 DS1504'ALUMINUM ROD DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION
 DS1504'REMOVABLE DISK SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY
 DS1504'A SIX-INCH PVC PIPE BACK FILLED WITH WASHED SAND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DS1505 ***********************************************************************
 DS1505  HT_MOD      -  This is a Height Modernization Survey Station.
 DS1505  DESIGNATION -  1501 H RESET
 DS1505  PID         -  DS1505
 DS1505  STATE/COUNTY-  MN/CLEARWATER
 DS1505  COUNTRY     -  US
 DS1505  USGS QUAD   -  BERNER NE (2019)
 DS1505
 DS1505                         *CURRENT SURVEY CONTROL
 DS1505  ______________________________________________________________________
 DS1505* NAD 83(2011) POSITION- 47 56 54.16741(N) 095 16 36.55940(W)   ADJUSTED
 DS1505* NAD 83(2011) ELLIP HT-   331.352 (meters)        (05/14/24)   ADJUSTED
 DS1505* NAD 83(2011) EPOCH   -  2010.00
 DS1505* NAVD 88 ORTHO HEIGHT -   359.28  (meters)     1178.7   (feet) GPS OBS
 DS1505  ______________________________________________________________________
 DS1505  GEOID HEIGHT    -        -27.937 (meters)                     GEOID18
 DS1505  NAD 83(2011) X  -   -393,640.795 (meters)                     COMP
 DS1505  NAD 83(2011) Y  - -4,262,063.822 (meters)                     COMP
 DS1505  NAD 83(2011) Z  -  4,713,279.885 (meters)                     COMP
 DS1505  LAPLACE CORR    -         -3.86  (seconds)                    DEFLEC18
 DS1505
 DS1505  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DS1505  Standards:
 DS1505         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DS1505            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DS1505  -------------------------------------------------------------------
 DS1505  NETWORK    0.72   1.51           0.34   0.23   0.77     -0.00057078
 DS1505  -------------------------------------------------------------------
 DS1505  Click here for local accuracies and other accuracy information.
 DS1505
 DS1505.The horizontal coordinates were established by GPS observations
 DS1505.and adjusted by the MN DEPT OF TRANSP in May 2024.
 DS1505
 DS1505.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DS1505.been affixed to the stable North American tectonic plate. See 
 DS1505.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DS1505
 DS1505.The horizontal coordinates are valid at the epoch date displayed above
 DS1505.which is a decimal equivalence of Year/Month/Day.
 DS1505
 DS1505.The orthometric height was determined by GPS observations and a
 DS1505.high-resolution geoid model using precise GPS observation and
 DS1505.processing techniques.
 DS1505
 DS1505.Significant digits in the geoid height do not necessarily reflect accuracy.
 DS1505.GEOID18 height accuracy estimate available here.
 DS1505
 DS1505.Click photographs - Photos may exist for this station.
 DS1505
 DS1505.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DS1505
 DS1505.The Laplace correction was computed from DEFLEC18 derived deflections.
 DS1505
 DS1505.The ellipsoidal height was determined by GPS observations
 DS1505.and is referenced to NAD 83.
 DS1505
 DS1505. The following values were computed from the NAD 83(2011) position.
 DS1505
 DS1505;                    North         East     Units Scale Factor Converg.
 DS1505;SPC MN N     -   263,310.835   637,428.874   MT  0.99990476   -1 36 48.6
 DS1505;SPC MN N     -   863,878.96  2,091,297.90   sFT  0.99990476   -1 36 48.6
 DS1505;UTM  15      - 5,313,071.702   329,994.499   MT  0.99995515   -1 41 27.7
 DS1505
 DS1505!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DS1505!SPC MN N     -   0.99994807  x   0.99990476  =   0.99985283
 DS1505!UTM  15      -   0.99994807  x   0.99995515  =   0.99990322
 DS1505
 DS1505_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUP2999413071(NAD 83)
 DS1505
 DS1505                          SUPERSEDED SURVEY CONTROL
 DS1505
 DS1505.No superseded survey control is available for this station.
 DS1505
 DS1505_MARKER: I = METAL ROD
 DS1505_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DS1505_STAMPING: 1501 H RESET 2023
 DS1505_MARK LOGO: MNDT
 DS1505_PROJECTION: RECESSED 8 CENTIMETERS
 DS1505_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DS1505_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DS1505_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DS1505+SATELLITE: SATELLITE OBSERVATIONS - July 25, 2023
 DS1505_ROD/PIPE-DEPTH: 4.6 meters
 DS1505
 DS1505  HISTORY     - Date     Condition        Report By
 DS1505  HISTORY     - 20230725 MONUMENTED       MNDT
 DS1505
 DS1505                          STATION DESCRIPTION
 DS1505
 DS1505'DESCRIBED BY MN DEPT OF TRANSP 2023 (KMS)
 DS1505'THE MARK IS LOCATED ABOUT 16.5 MI (26.5 KM) NORTH-NORTHWEST OF DEBS,
 DS1505'13.5 MI (21.7 KM) NORTHEAST OF BERNER AND 13.1 MI (21.1 KM)
 DS1505'WEST-NORTHWEST OF RED LAKE.
 DS1505'
 DS1505'THE MARK WAS LOCATED ABOUT 14.0 MI (22.5 KM) WEST-NORTHWEST OF RED
 DS1505'LAKE, 14.65 MI (23.57 KM) NORTHWEST ALONG TRUNK HIGHWAY 1 FROM THE
 DS1505'JUNCTION OF TRUNK HIGHWAY 1 AND TRUNK HIGHWAY 89 (THE JUNCTION IS 1.0
 DS1505'MI (1.6 KM) WEST OF RED LAKE), AT TRUNK HIGHWAY 1 MILE POINT 102.4.
 DS1505'
 DS1505'IT IS 56.7 FT (17.3 M) EAST OF TRUNK HIGHWAY 1 AND 1.0 FT (0.3 M) WEST
 DS1505'OF A WITNESS POST.
 DS1505'
 DS1505'NOTE-THE STATION STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER
 DS1505'ALUMINUM ROD DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION
 DS1505'REMOVABLE DISK SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY
 DS1505'A SIX-INCH PVC PIPE BACK FILLED WITH WASHED SAND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DF7368 ***********************************************************************
 DF7368  DESIGNATION -  1501 J
 DF7368  PID         -  DF7368
 DF7368  STATE/COUNTY-  MN/CLEARWATER
 DF7368  COUNTRY     -  US
 DF7368  USGS QUAD   -  BERNER NE (2019)
 DF7368
 DF7368                         *CURRENT SURVEY CONTROL
 DF7368  ______________________________________________________________________
 DF7368* NAD 83(1986) POSITION- 47 57 35.35   (N) 095 16 31.37   (W)   HD_HELD1
 DF7368* NAVD 88 ORTHO HEIGHT -   361.326 (meters)     1185.45  (feet) ADJUSTED
 DF7368  ______________________________________________________________________
 DF7368  GEOID HEIGHT    -        -27.950 (meters)                     GEOID18
 DF7368  DYNAMIC HEIGHT  -        361.387 (meters)     1185.65  (feet) COMP
 DF7368  MODELED GRAVITY -    980,770.6   (mgal)                       NAVD 88
 DF7368
 DF7368  VERT ORDER      -  SECOND    CLASS I
 DF7368
 DF7368.The horizontal coordinates were determined by differentially corrected
 DF7368.hand held GPS observations or other comparable positioning techniques
 DF7368.and have an estimated accuracy of +/- 3 meters.
 DF7368
 DF7368.The orthometric height was determined by differential leveling and
 DF7368.adjusted by the NATIONAL GEODETIC SURVEY
 DF7368.in August 2019.
 DF7368
 DF7368.Significant digits in the geoid height do not necessarily reflect accuracy.
 DF7368.GEOID18 height accuracy estimate available here.
 DF7368
 DF7368.Click photographs - Photos may exist for this station.
 DF7368
 DF7368.The dynamic height is computed by dividing the NAVD 88
 DF7368.geopotential number by the normal gravity value computed on the
 DF7368.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DF7368.degrees latitude (g = 980.6199 gals.).
 DF7368
 DF7368.The modeled gravity was interpolated from observed gravity values.
 DF7368
 DF7368;                    North         East    Units  Estimated Accuracy
 DF7368;SPC MN N     -   264,579.1     637,572.3     MT  (+/- 3 meters HH1 GPS) 
 DF7368
 DF7368_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUP3013914339(NAD 83)
 DF7368
 DF7368                          SUPERSEDED SURVEY CONTROL
 DF7368
 DF7368  NAVD 88 (10/29/07)  361.330  (m)         1185.46   (f) SUPERSEDED  2 1
 DF7368  NAVD 88 (04/16/04)  361.364  (m)         1185.58   (f) SUPERSEDED  2 1
 DF7368
 DF7368.Superseded values are not recommended for survey control.
 DF7368
 DF7368.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF7368.See file dsdata.pdf to determine how the superseded data were derived.
 DF7368
 DF7368_MARKER: DV = VERTICAL CONTROL DISK
 DF7368_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DF7368_SP_SET: BRIDGE ABUTMENT
 DF7368_STAMPING: 1501 J 2001
 DF7368_MARK LOGO: MNDT
 DF7368_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DF7368_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DF7368_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DF7368+SATELLITE: SATELLITE OBSERVATIONS - March 09, 2023
 DF7368
 DF7368  HISTORY     - Date     Condition        Report By
 DF7368  HISTORY     - 1992     MONUMENTED       MNDT
 DF7368  HISTORY     - 20010726 GOOD             MNDT
 DF7368  HISTORY     - 20230309 GOOD             USACES
 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.
 DF7368
 DF7368                          STATION RECOVERY (2023)
 DF7368
 DF7368'RECOVERY NOTE BY USACE ST. PAUL  MN DISTRICT 2023 (PJ)
 DF7368'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DS1507 ***********************************************************************
 DS1507  HT_MOD      -  This is a Height Modernization Survey Station.
 DS1507  DESIGNATION -  1501 K RESET
 DS1507  PID         -  DS1507
 DS1507  STATE/COUNTY-  MN/CLEARWATER
 DS1507  COUNTRY     -  US
 DS1507  USGS QUAD   -  BERNER NE (2019)
 DS1507
 DS1507                         *CURRENT SURVEY CONTROL
 DS1507  ______________________________________________________________________
 DS1507* NAD 83(2011) POSITION- 47 58 16.72856(N) 095 16 07.93548(W)   ADJUSTED
 DS1507* NAD 83(2011) ELLIP HT-   331.268 (meters)        (05/14/24)   ADJUSTED
 DS1507* NAD 83(2011) EPOCH   -  2010.00
 DS1507* NAVD 88 ORTHO HEIGHT -   359.23  (meters)     1178.6   (feet) GPS OBS
 DS1507  ______________________________________________________________________
 DS1507  GEOID HEIGHT    -        -27.967 (meters)                     GEOID18
 DS1507  NAD 83(2011) X  -   -392,875.412 (meters)                     COMP
 DS1507  NAD 83(2011) Y  - -4,260,232.445 (meters)                     COMP
 DS1507  NAD 83(2011) Z  -  4,714,987.510 (meters)                     COMP
 DS1507  LAPLACE CORR    -         -3.96  (seconds)                    DEFLEC18
 DS1507
 DS1507  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DS1507  Standards:
 DS1507         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DS1507            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DS1507  -------------------------------------------------------------------
 DS1507  NETWORK    0.68   1.41           0.32   0.22   0.72     -0.01425795
 DS1507  -------------------------------------------------------------------
 DS1507  Click here for local accuracies and other accuracy information.
 DS1507
 DS1507.The horizontal coordinates were established by GPS observations
 DS1507.and adjusted by the MN DEPT OF TRANSP in May 2024.
 DS1507
 DS1507.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DS1507.been affixed to the stable North American tectonic plate. See 
 DS1507.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DS1507
 DS1507.The horizontal coordinates are valid at the epoch date displayed above
 DS1507.which is a decimal equivalence of Year/Month/Day.
 DS1507
 DS1507.The orthometric height was determined by GPS observations and a
 DS1507.high-resolution geoid model using precise GPS observation and
 DS1507.processing techniques.
 DS1507
 DS1507.Significant digits in the geoid height do not necessarily reflect accuracy.
 DS1507.GEOID18 height accuracy estimate available here.
 DS1507
 DS1507.Click photographs - Photos may exist for this station.
 DS1507
 DS1507.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DS1507
 DS1507.The Laplace correction was computed from DEFLEC18 derived deflections.
 DS1507
 DS1507.The ellipsoidal height was determined by GPS observations
 DS1507.and is referenced to NAD 83.
 DS1507
 DS1507. The following values were computed from the NAD 83(2011) position.
 DS1507
 DS1507;                    North         East     Units Scale Factor Converg.
 DS1507;SPC MN N     -   265,842.880   638,094.059   MT  0.99990562   -1 36 27.4
 DS1507;SPC MN N     -   872,186.18  2,093,480.26   sFT  0.99990562   -1 36 27.4
 DS1507;UTM  15      - 5,315,602.964   330,663.155   MT  0.99995236   -1 41 08.7
 DS1507
 DS1507!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DS1507!SPC MN N     -   0.99994808  x   0.99990562  =   0.99985371
 DS1507!UTM  15      -   0.99994808  x   0.99995236  =   0.99990044
 DS1507
 DS1507_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUP3066315602(NAD 83)
 DS1507
 DS1507                          SUPERSEDED SURVEY CONTROL
 DS1507
 DS1507.No superseded survey control is available for this station.
 DS1507
 DS1507_MARKER: I = METAL ROD
 DS1507_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DS1507_STAMPING: 1501 K RESET 2023
 DS1507_MARK LOGO: MNDT
 DS1507_PROJECTION: RECESSED 8 CENTIMETERS
 DS1507_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DS1507_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DS1507_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DS1507+SATELLITE: SATELLITE OBSERVATIONS - July 25, 2023
 DS1507_ROD/PIPE-DEPTH: 13.7 meters
 DS1507
 DS1507  HISTORY     - Date     Condition        Report By
 DS1507  HISTORY     - 20230725 MONUMENTED       MNDT
 DS1507
 DS1507                          STATION DESCRIPTION
 DS1507
 DS1507'DESCRIBED BY MN DEPT OF TRANSP 2023 (KMS)
 DS1507'THE MARK IS LOCATED ABOUT 16.8 MI (27.0 KM) WEST-SOUTHWEST OF PONEMAH,
 DS1507'14.9 MI (24.0 KM) NORTHEAST OF BERNER AND 13.4 MI (21.6 KM)
 DS1507'WEST-NORTHWEST OF RED LAKE.
 DS1507'
 DS1507'THE MARK WAS LOCATED ABOUT 17.5 MI (28.2 KM) SOUTH OF THORHULT, 11.35
 DS1507'MI (18.26 KM) SOUTH ALONG TRUNK HIGHWAY 1 FROM THE JUNCTION OF TRUNK
 DS1507'HIGHWAY 1 AND TRUNK HIGHWAY 89 (THE JUNCTION IS 7.0 MI (11.3 KM) SOUTH
 DS1507'OF THORHULT), AT TRUNK HIGHWAY 1 MILE POINT 100.7.
 DS1507'
 DS1507'IT IS 38.5 FT (11.7 M) EAST OF TRUNK HIGHWAY 1, 7.4 FT (2.3 M) NORTH
 DS1507'OF AN ENTRANCE AND 1.7 FT (0.5 M) WEST OF A WITNESS POST.
 DS1507'
 DS1507'NOTE-THE STATION STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER
 DS1507'ALUMINUM ROD DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION
 DS1507'REMOVABLE DISK SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY
 DS1507'A SIX-INCH PVC PIPE BACK FILLED WITH WASHED SAND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DS1508 ***********************************************************************
 DS1508  HT_MOD      -  This is a Height Modernization Survey Station.
 DS1508  DESIGNATION -  1501 L RESET
 DS1508  PID         -  DS1508
 DS1508  STATE/COUNTY-  MN/CLEARWATER
 DS1508  COUNTRY     -  US
 DS1508  USGS QUAD   -  BERNER NE (2019)
 DS1508
 DS1508                         *CURRENT SURVEY CONTROL
 DS1508  ______________________________________________________________________
 DS1508* NAD 83(2011) POSITION- 47 59 14.65484(N) 095 15 34.43218(W)   ADJUSTED
 DS1508* NAD 83(2011) ELLIP HT-   331.503 (meters)        (05/14/24)   ADJUSTED
 DS1508* NAD 83(2011) EPOCH   -  2010.00
 DS1508* NAVD 88 ORTHO HEIGHT -   359.48  (meters)     1179.4   (feet) GPS OBS
 DS1508  ______________________________________________________________________
 DS1508  GEOID HEIGHT    -        -27.990 (meters)                     GEOID18
 DS1508  NAD 83(2011) X  -   -392,061.591 (meters)                     COMP
 DS1508  NAD 83(2011) Y  - -4,258,972.746 (meters)                     COMP
 DS1508  NAD 83(2011) Z  -  4,716,185.379 (meters)                     COMP
 DS1508  LAPLACE CORR    -         -4.11  (seconds)                    DEFLEC18
 DS1508
 DS1508  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DS1508  Standards:
 DS1508         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DS1508            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DS1508  -------------------------------------------------------------------
 DS1508  NETWORK    0.71   1.43           0.33   0.23   0.73     -0.01028932
 DS1508  -------------------------------------------------------------------
 DS1508  Click here for local accuracies and other accuracy information.
 DS1508
 DS1508.The horizontal coordinates were established by GPS observations
 DS1508.and adjusted by the MN DEPT OF TRANSP in May 2024.
 DS1508
 DS1508.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DS1508.been affixed to the stable North American tectonic plate. See 
 DS1508.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DS1508
 DS1508.The horizontal coordinates are valid at the epoch date displayed above
 DS1508.which is a decimal equivalence of Year/Month/Day.
 DS1508
 DS1508.The orthometric height was determined by GPS observations and a
 DS1508.high-resolution geoid model using precise GPS observation and
 DS1508.processing techniques.
 DS1508
 DS1508.Significant digits in the geoid height do not necessarily reflect accuracy.
 DS1508.GEOID18 height accuracy estimate available here.
 DS1508
 DS1508.Click photographs - Photos may exist for this station.
 DS1508
 DS1508.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DS1508
 DS1508.The Laplace correction was computed from DEFLEC18 derived deflections.
 DS1508
 DS1508.The ellipsoidal height was determined by GPS observations
 DS1508.and is referenced to NAD 83.
 DS1508
 DS1508. The following values were computed from the NAD 83(2011) position.
 DS1508
 DS1508;                    North         East     Units Scale Factor Converg.
 DS1508;SPC MN N     -   267,611.679   638,838.577   MT  0.99990633   -1 36 02.6
 DS1508;SPC MN N     -   877,989.32  2,095,922.90   sFT  0.99990633   -1 36 02.6
 DS1508;UTM  15      - 5,317,370.823   331,410.124   MT  0.99994926   -1 40 45.3
 DS1508
 DS1508!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DS1508!SPC MN N     -   0.99994805  x   0.99990633  =   0.99985438
 DS1508!UTM  15      -   0.99994805  x   0.99994926  =   0.99989731
 DS1508
 DS1508_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUP3141017370(NAD 83)
 DS1508
 DS1508                          SUPERSEDED SURVEY CONTROL
 DS1508
 DS1508.No superseded survey control is available for this station.
 DS1508
 DS1508_MARKER: I = METAL ROD
 DS1508_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DS1508_STAMPING: 1501 L RESET 2023
 DS1508_MARK LOGO: MNDT
 DS1508_PROJECTION: RECESSED 8 CENTIMETERS
 DS1508_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DS1508_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DS1508_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DS1508+SATELLITE: SATELLITE OBSERVATIONS - July 25, 2023
 DS1508_ROD/PIPE-DEPTH: 6.1 meters
 DS1508
 DS1508  HISTORY     - Date     Condition        Report By
 DS1508  HISTORY     - 20230725 MONUMENTED       MNDT
 DS1508
 DS1508                          STATION DESCRIPTION
 DS1508
 DS1508'DESCRIBED BY MN DEPT OF TRANSP 2023 (KMS)
 DS1508'THE MARK IS LOCATED ABOUT 16.2 MI (26.1 KM) WEST OF PONEMAH, 16.1 MI
 DS1508'(25.9 KM) NORTHEAST OF BERNER AND 13.6 MI (21.9 KM) NORTHWEST OF RED
 DS1508'LAKE.
 DS1508'
 DS1508'THE MARK WAS LOCATED ABOUT 16.5 MI (26.5 KM) SOUTH OF THORHULT, 10.15
 DS1508'MI (16.33 KM) SOUTH ALONG TRUNK HIGHWAY 1 FROM THE JUNCTION OF TRUNK
 DS1508'HIGHWAY 1 AND TRUNK HIGHWAY 89 (THE JUNCTION IS 7.0 MI (11.3 KM) SOUTH
 DS1508'OF THORHULT), AT TRUNK HIGHWAY 1 MILE POINT 99.50.
 DS1508'
 DS1508'IT IS 53.6 FT (16.3 M) EAST OF TRUNK HIGHWAY 1, 8.2 FT (2.5 M) SOUTH
 DS1508'OF AN ENTRANCE AND 1.5 FT (0.5 M) WEST OF A WITNESS POST.
 DS1508'
 DS1508'NOTE-THE STATION STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER
 DS1508'ALUMINUM ROD DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION
 DS1508'REMOVABLE DISK SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY
 DS1508'A SIX-INCH PVC PIPE BACK FILLED WITH WASHED SAND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DS1509 ***********************************************************************
 DS1509  HT_MOD      -  This is a Height Modernization Survey Station.
 DS1509  DESIGNATION -  1501 M RESET
 DS1509  PID         -  DS1509
 DS1509  STATE/COUNTY-  MN/CLEARWATER
 DS1509  COUNTRY     -  US
 DS1509  USGS QUAD   -  GIMIWAN LAKE (2019)
 DS1509
 DS1509                         *CURRENT SURVEY CONTROL
 DS1509  ______________________________________________________________________
 DS1509* NAD 83(2011) POSITION- 48 00 39.62598(N) 095 15 56.51360(W)   ADJUSTED
 DS1509* NAD 83(2011) ELLIP HT-   334.098 (meters)        (05/14/24)   ADJUSTED
 DS1509* NAD 83(2011) EPOCH   -  2010.00
 DS1509* NAVD 88 ORTHO HEIGHT -   362.08  (meters)     1187.9   (feet) GPS OBS
 DS1509  ______________________________________________________________________
 DS1509  GEOID HEIGHT    -        -27.989 (meters)                     GEOID18
 DS1509  NAD 83(2011) X  -   -392,338.689 (meters)                     COMP
 DS1509  NAD 83(2011) Y  - -4,256,990.297 (meters)                     COMP
 DS1509  NAD 83(2011) Z  -  4,717,943.516 (meters)                     COMP
 DS1509  LAPLACE CORR    -         -4.32  (seconds)                    DEFLEC18
 DS1509
 DS1509  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DS1509  Standards:
 DS1509         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DS1509            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DS1509  -------------------------------------------------------------------
 DS1509  NETWORK    1.49   3.76           0.64   0.57   1.92     -0.11124107
 DS1509  -------------------------------------------------------------------
 DS1509  Click here for local accuracies and other accuracy information.
 DS1509
 DS1509.The horizontal coordinates were established by GPS observations
 DS1509.and adjusted by the MN DEPT OF TRANSP in May 2024.
 DS1509
 DS1509.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DS1509.been affixed to the stable North American tectonic plate. See 
 DS1509.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DS1509
 DS1509.The horizontal coordinates are valid at the epoch date displayed above
 DS1509.which is a decimal equivalence of Year/Month/Day.
 DS1509
 DS1509.The orthometric height was determined by GPS observations and a
 DS1509.high-resolution geoid model using precise GPS observation and
 DS1509.processing techniques.
 DS1509
 DS1509.Significant digits in the geoid height do not necessarily reflect accuracy.
 DS1509.GEOID18 height accuracy estimate available here.
 DS1509
 DS1509.Click photographs - Photos may exist for this station.
 DS1509
 DS1509.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DS1509
 DS1509.The Laplace correction was computed from DEFLEC18 derived deflections.
 DS1509
 DS1509.The ellipsoidal height was determined by GPS observations
 DS1509.and is referenced to NAD 83.
 DS1509
 DS1509. The following values were computed from the NAD 83(2011) position.
 DS1509
 DS1509;                    North         East     Units Scale Factor Converg.
 DS1509;SPC MN N     -   270,247.647   638,454.468   MT  0.99990750   -1 36 18.9
 DS1509;SPC MN N     -   886,637.49  2,094,662.70   sFT  0.99990750   -1 36 18.9
 DS1509;UTM  15      - 5,320,007.430   331,029.627   MT  0.99995083   -1 41 03.9
 DS1509
 DS1509!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DS1509!SPC MN N     -   0.99994764  x   0.99990750  =   0.99985514
 DS1509!UTM  15      -   0.99994764  x   0.99995083  =   0.99989847
 DS1509
 DS1509_U.S. NATIONAL GRID SPATIAL ADDRESS: 15UUP3102920007(NAD 83)
 DS1509
 DS1509                          SUPERSEDED SURVEY CONTROL
 DS1509
 DS1509.No superseded survey control is available for this station.
 DS1509
 DS1509_MARKER: I = METAL ROD
 DS1509_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DS1509_STAMPING: 1501 M RESET 2023
 DS1509_MARK LOGO: MNDT
 DS1509_PROJECTION: RECESSED 8 CENTIMETERS
 DS1509_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DS1509_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DS1509_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DS1509+SATELLITE: SATELLITE OBSERVATIONS - July 25, 2023
 DS1509_ROD/PIPE-DEPTH: 3.1 meters
 DS1509
 DS1509  HISTORY     - Date     Condition        Report By
 DS1509  HISTORY     - 20230725 MONUMENTED       MNDT
 DS1509
 DS1509                          STATION DESCRIPTION
 DS1509
 DS1509'DESCRIBED BY MN DEPT OF TRANSP 2023 (KMS)
 DS1509'THE MARK IS LOCATED ABOUT 16.3 MI (26.2 KM) WEST OF PONEMAH, 15.2 MI
 DS1509'(24.5 KM) SOUTH OF THORHULT AND 14.8 MI (23.8 KM) NORTHWEST OF RED
 DS1509'LAKE.
 DS1509'
 DS1509'THE MARK WAS LOCATED ABOUT 15.0 MI (24.1 KM) SOUTH OF THORHULT, 8.2 MI
 DS1509'(13.2 KM) SOUTH ALONG TRUNK HIGHWAY 1 FROM THE JUNCTION OF TRUNK
 DS1509'HIGHWAY 1 AND TRUNK HIGHWAY 89 (THE JUNCTION IS 7.0 MI (11.3 KM) SOUTH
 DS1509'OF THORHULT), AT TRUNK HIGHWAY 1 MILE POINT 97.55.
 DS1509'
 DS1509'IT IS 34.5 FT (10.5 M) SOUTHWEST OF TRUNK HIGHWAY 1 AND 13.4 FT (4.1
 DS1509'M) NORTHEAST OF A WITNESS POST.
 DS1509'
 DS1509'NOTE-THE STATION STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER
 DS1509'ALUMINUM ROD DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION
 DS1509'REMOVABLE DISK SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY
 DS1509'A SIX-INCH PVC PIPE BACK FILLED WITH WASHED SAND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DS1506 ***********************************************************************
 DS1506  HT_MOD      -  This is a Height Modernization Survey Station.
 DS1506  DESIGNATION -  1501 N
 DS1506  PID         -  DS1506
 DS1506  STATE/COUNTY-  MN/CLEARWATER
 DS1506  COUNTRY     -  US
 DS1506  USGS QUAD   -  BERNER NE (2019)
 DS1506
 DS1506                         *CURRENT SURVEY CONTROL
 DS1506  ______________________________________________________________________
 DS1506* NAD 83(2011) POSITION- 47 57 41.64396(N) 095 16 32.50580(W)   ADJUSTED
 DS1506* NAD 83(2011) ELLIP HT-   332.928 (meters)        (05/14/24)   ADJUSTED
 DS1506* NAD 83(2011) EPOCH   -  2010.00
 DS1506* NAVD 88 ORTHO HEIGHT -   360.87  (meters)     1184.0   (feet) GPS OBS
 DS1506  ______________________________________________________________________
 DS1506  GEOID HEIGHT    -        -27.951 (meters)                     GEOID18
 DS1506  NAD 83(2011) X  -   -393,457.001 (meters)                     COMP
 DS1506  NAD 83(2011) Y  - -4,260,988.219 (meters)                     COMP
 DS1506  NAD 83(2011) Z  -  4,714,263.148 (meters)                     COMP
 DS1506  LAPLACE CORR    -         -3.91  (seconds)                    DEFLEC18
 DS1506
 DS1506  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DS1506  Standards:
 DS1506         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DS1506            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DS1506  -------------------------------------------------------------------
 DS1506  NETWORK    0.73   1.49           0.34   0.24   0.76     -0.00126015
 DS1506  -------------------------------------------------------------------
 DS1506  Click here for local accuracies and other accuracy information.
 DS1506
 DS1506.The horizontal coordinates were established by GPS observations
 DS1506.and adjusted by the MN DEPT OF TRANSP in May 2024.
 DS1506
 DS1506.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DS1506.been affixed to the stable North American tectonic plate. See 
 DS1506.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DS1506
 DS1506.The horizontal coordinates are valid at the epoch date displayed above
 DS1506.which is a decimal equivalence of Year/Month/Day.
 DS1506
 DS1506.The orthometric height was determined by GPS observations and a
 DS1506.high-resolution geoid model using precise GPS observation and
 DS1506.processing techniques.
 DS1506
 DS1506.Significant digits in the geoid height do not necessarily reflect accuracy.
 DS1506.GEOID18 height accuracy estimate available here.
 DS1506
 DS1506.Click photographs - Photos may exist for this station.
 DS1506
 DS1506.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DS1506
 DS1506.The Laplace correction was computed from DEFLEC18 derived deflections.
 DS1506
 DS1506.The ellipsoidal height was determined by GPS observations
 DS1506.and is referenced to NAD 83.
 DS1506
 DS1506. The following values were computed from the NAD 83(2011) position.
 DS1506
 DS1506;                    North         East     Units Scale Factor Converg.
 DS1506;SPC MN N     -   264,774.106   637,554.208   MT  0.99990523   -1 36 45.6
 DS1506;SPC MN N     -   868,679.71  2,091,709.10   sFT  0.99990523   -1 36 45.6
 DS1506;UTM  15      - 5,314,534.875   330,121.823   MT  0.99995462   -1 41 26.0
 DS1506
 DS1506!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DS1506!SPC MN N     -   0.99994782  x   0.99990523  =   0.99985306
 DS1506!UTM  15      -   0.99994782  x   0.99995462  =   0.99990244
 DS1506
 DS1506_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUP3012114534(NAD 83)
 DS1506
 DS1506                          SUPERSEDED SURVEY CONTROL
 DS1506
 DS1506.No superseded survey control is available for this station.
 DS1506
 DS1506_MARKER: F = FLANGE-ENCASED ROD
 DS1506_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DS1506_STAMPING: 1501 N 2023
 DS1506_MARK LOGO: MNDT
 DS1506_PROJECTION: RECESSED 5 CENTIMETERS
 DS1506_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DS1506_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DS1506_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DS1506+SATELLITE: SATELLITE OBSERVATIONS - August 07, 2023
 DS1506_ROD/PIPE-DEPTH: 9.1 meters
 DS1506
 DS1506  HISTORY     - Date     Condition        Report By
 DS1506  HISTORY     - 20230807 MONUMENTED       MNDT
 DS1506
 DS1506                          STATION DESCRIPTION
 DS1506
 DS1506'DESCRIBED BY MN DEPT OF TRANSP 2023 (RMJ)
 DS1506'THE MARK IS LOCATED ABOUT 17.3 MI (27.8 KM) WEST-SOUTHWEST OF PONEMAH,
 DS1506'14.2 MI (22.8 KM) NORTHEAST OF BERNER AND 13.4 MI (21.6 KM)
 DS1506'WEST-NORTHWEST OF RED LAKE.
 DS1506'
 DS1506'THE MARK WAS LOCATED ABOUT 13.3 MI (21.4 KM) WEST-NORTHWEST OF RED
 DS1506'LAKE, 15.35 MI (24.70 KM) WEST AND NORTH ALONG TRUNK HIGHWAY 1/TRUNK
 DS1506'HIGHWAY 89 FROM THE JUNCTION OF TRUNK HIGHWAY 1 AND TRUNK HIGHWAY 89
 DS1506'(THE JUNCTION IS 1.0 MI (1.6 KM) WEST OF RED LAKE), AT TRUNK HIGHWAY 1
 DS1506'MILE POINT 101.50.
 DS1506'
 DS1506'IT IS 86.8 FT (26.5 M) WEST OF TRUNK HIGHWAY 1/TRUNK HIGHWAY 89, 22.8
 DS1506'FT (6.9 M) WEST OF BUREAU OF INDIAN AFFAIRS-31 AND 1.5 FT (0.5 M)
 DS1506'SOUTHEAST OF A WITNESS POST.
 DS1506'
 DS1506'NOTE-THE STATION STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER
 DS1506'ALUMINUM ROD DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION
 DS1506'REMOVABLE DISK SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY
 DS1506'A SIX-INCH PVC PIPE BACK FILLED WITH WASHED SAND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DH3540 ***********************************************************************
 DH3540  DESIGNATION -  1502 A RESET
 DH3540  PID         -  DH3540
 DH3540  STATE/COUNTY-  MN/CLEARWATER
 DH3540  COUNTRY     -  US
 DH3540  USGS QUAD   -  FOSSTON SE (2019)
 DH3540
 DH3540                         *CURRENT SURVEY CONTROL
 DH3540  ______________________________________________________________________
 DH3540* NAD 83(1986) POSITION- 47 31 45.15   (N) 095 31 57.82   (W)   HD_HELD1
 DH3540* NAVD 88 ORTHO HEIGHT -   450.433 (meters)     1477.80  (feet) ADJUSTED
 DH3540  ______________________________________________________________________
 DH3540  GEOID HEIGHT    -        -27.450 (meters)                     GEOID18
 DH3540  DYNAMIC HEIGHT  -        450.482 (meters)     1477.96  (feet) COMP
 DH3540  MODELED GRAVITY -    980,707.2   (mgal)                       NAVD 88
 DH3540
 DH3540  VERT ORDER      -  SECOND    CLASS I
 DH3540
 DH3540.The horizontal coordinates were determined by differentially corrected
 DH3540.hand held GPS observations or other comparable positioning techniques
 DH3540.and have an estimated accuracy of +/- 3 meters.
 DH3540
 DH3540.The orthometric height was determined by differential leveling and
 DH3540.adjusted by the NATIONAL GEODETIC SURVEY
 DH3540.in August 2019.
 DH3540
 DH3540.Significant digits in the geoid height do not necessarily reflect accuracy.
 DH3540.GEOID18 height accuracy estimate available here.
 DH3540
 DH3540.Click photographs - Photos may exist for this station.
 DH3540
 DH3540.The dynamic height is computed by dividing the NAVD 88
 DH3540.geopotential number by the normal gravity value computed on the
 DH3540.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH3540.degrees latitude (g = 980.6199 gals.).
 DH3540
 DH3540.The modeled gravity was interpolated from observed gravity values.
 DH3540
 DH3540;                    North         East    Units  Estimated Accuracy
 DH3540;SPC MN N     -   217,302.4     616,856.7     MT  (+/- 3 meters HH1 GPS) 
 DH3540
 DH3540_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUN0936267084(NAD 83)
 DH3540
 DH3540                          SUPERSEDED SURVEY CONTROL
 DH3540
 DH3540  NAVD 88 (06/08/05)  450.437  (m)         1477.81   (f) SUPERSEDED  2 1
 DH3540
 DH3540.Superseded values are not recommended for survey control.
 DH3540
 DH3540.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH3540.See file dsdata.pdf to determine how the superseded data were derived.
 DH3540
 DH3540_MARKER: DB = BENCH MARK DISK
 DH3540_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 DH3540_STAMPING: 1502 A RESET 1971
 DH3540_MARK LOGO: MNHD
 DH3540_PROJECTION: FLUSH
 DH3540_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DH3540_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DH3540_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DH3540+SATELLITE: SATELLITE OBSERVATIONS - July 15, 2014
 DH3540
 DH3540  HISTORY     - Date     Condition        Report By
 DH3540  HISTORY     - 1971     MONUMENTED       MNHD
 DH3540  HISTORY     - 20140715 GOOD             MNDT
 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
 DH3540
 DH3540                          STATION RECOVERY (2014)
 DH3540
 DH3540'RECOVERY NOTE BY MN DEPT OF TRANSP 2014 (JAM)
 DH3540'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DP9746 ***********************************************************************
 DP9746  DESIGNATION -  1502 B
 DP9746  PID         -  DP9746
 DP9746  STATE/COUNTY-  MN/CLEARWATER
 DP9746  COUNTRY     -  US
 DP9746  USGS QUAD   -  FOSSTON SE (2019)
 DP9746
 DP9746                         *CURRENT SURVEY CONTROL
 DP9746  ______________________________________________________________________
 DP9746* NAD 83(1986) POSITION- 47 31 45.47   (N) 095 30 40.28   (W)   HD_HELD1
 DP9746* NAVD 88 ORTHO HEIGHT -   443.851 (meters)     1456.20  (feet) ADJUSTED
 DP9746  ______________________________________________________________________
 DP9746  GEOID HEIGHT    -        -27.478 (meters)                     GEOID18
 DP9746  DYNAMIC HEIGHT  -        443.898 (meters)     1456.36  (feet) COMP
 DP9746  MODELED GRAVITY -    980,705.4   (mgal)                       NAVD 88
 DP9746
 DP9746  VERT ORDER      -  SECOND    CLASS I
 DP9746
 DP9746.The horizontal coordinates were determined by differentially corrected
 DP9746.hand held GPS observations or other comparable positioning techniques
 DP9746.and have an estimated accuracy of +/- 3 meters.
 DP9746
 DP9746.The orthometric height was determined by differential leveling and
 DP9746.adjusted by the NATIONAL GEODETIC SURVEY
 DP9746.in August 2019.
 DP9746
 DP9746.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP9746.GEOID18 height accuracy estimate available here.
 DP9746
 DP9746.Click photographs - Photos may exist for this station.
 DP9746
 DP9746.The dynamic height is computed by dividing the NAVD 88
 DP9746.geopotential number by the normal gravity value computed on the
 DP9746.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP9746.degrees latitude (g = 980.6199 gals.).
 DP9746
 DP9746.The modeled gravity was interpolated from observed gravity values.
 DP9746
 DP9746;                    North         East    Units  Estimated Accuracy
 DP9746;SPC MN N     -   217,261.5     618,478.0     MT  (+/- 3 meters HH1 GPS) 
 DP9746
 DP9746_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUN1098467041(NAD 83)
 DP9746
 DP9746                          SUPERSEDED SURVEY CONTROL
 DP9746
 DP9746.No superseded survey control is available for this station.
 DP9746
 DP9746_MARKER: DB = BENCH MARK DISK
 DP9746_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 DP9746_STAMPING: 1502 B 1964
 DP9746_MARK LOGO: MNHD
 DP9746_PROJECTION: RECESSED 10 CENTIMETERS
 DP9746_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DP9746_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DP9746_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DP9746+SATELLITE: SATELLITE OBSERVATIONS - July 15, 2014
 DP9746
 DP9746  HISTORY     - Date     Condition        Report By
 DP9746  HISTORY     - 19640401 MONUMENTED       MNHD
 DP9746  HISTORY     - 20140715 GOOD             MNDT
 DP9746
 DP9746                          STATION DESCRIPTION
 DP9746
 DP9746'DESCRIBED BY MN DEPT OF TRANSP 2014 (MAS)
 DP9746'THE STATION IS LOCATED ABOUT 11.7 MI (18.8 KM) EAST-SOUTHEAST OF
 DP9746'FOSSTON, 5.3 MI (8.5 KM) WEST OF BAGLEY AND 2.5 MI (4.0 KM)
 DP9746'NORTH-NORTHEAST OF EBRO.
 DP9746'
 DP9746'TO REACH THE MARK GO 5.4 MI (8.7 KM) WEST ALONG TRUNK HIGHWAY 2  FROM
 DP9746'THE JUNCTION OF TRUNK HIGHWAY 2 AND TRUNK HIGHWAY 92 IN BAGLEY, AT
 DP9746'TRUNK HIGHWAY 2 MILE POINT 82.95.
 DP9746'
 DP9746'THE MARK IS LOCATED 100.0 FT (30.5 M) NORTH OF WESTBOUND TRUNK HIGHWAY
 DP9746'2, 72.0 FT (21.9 M) EAST OF 131ST AVENUE, 1.0 FT (0.3 M) WEST OF A
 DP9746'WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DF7319 ***********************************************************************
 DF7319  DESIGNATION -  1502 C RESET
 DF7319  PID         -  DF7319
 DF7319  STATE/COUNTY-  MN/CLEARWATER
 DF7319  COUNTRY     -  US
 DF7319  USGS QUAD   -  BAGLEY (2019)
 DF7319
 DF7319                         *CURRENT SURVEY CONTROL
 DF7319  ______________________________________________________________________
 DF7319* NAD 83(1986) POSITION- 47 31 45.30   (N) 095 29 07.64   (W)   HD_HELD1
 DF7319* NAVD 88 ORTHO HEIGHT -   448.980 (meters)     1473.03  (feet) ADJUSTED
 DF7319  ______________________________________________________________________
 DF7319  GEOID HEIGHT    -        -27.510 (meters)                     GEOID18
 DF7319  DYNAMIC HEIGHT  -        449.027 (meters)     1473.18  (feet) COMP
 DF7319  MODELED GRAVITY -    980,704.5   (mgal)                       NAVD 88
 DF7319
 DF7319  VERT ORDER      -  SECOND    CLASS I
 DF7319
 DF7319.The horizontal coordinates were determined by differentially corrected
 DF7319.hand held GPS observations or other comparable positioning techniques
 DF7319.and have an estimated accuracy of +/- 3 meters.
 DF7319
 DF7319.The orthometric height was determined by differential leveling and
 DF7319.adjusted by the NATIONAL GEODETIC SURVEY
 DF7319.in August 2019.
 DF7319
 DF7319.Significant digits in the geoid height do not necessarily reflect accuracy.
 DF7319.GEOID18 height accuracy estimate available here.
 DF7319
 DF7319.Click photographs - Photos may exist for this station.
 DF7319
 DF7319.The dynamic height is computed by dividing the NAVD 88
 DF7319.geopotential number by the normal gravity value computed on the
 DF7319.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DF7319.degrees latitude (g = 980.6199 gals.).
 DF7319
 DF7319.The modeled gravity was interpolated from observed gravity values.
 DF7319
 DF7319;                    North         East    Units  Estimated Accuracy
 DF7319;SPC MN N     -   217,196.1     620,414.5     MT  (+/- 3 meters HH1 GPS) 
 DF7319
 DF7319_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUN1292066974(NAD 83)
 DF7319
 DF7319                          SUPERSEDED SURVEY CONTROL
 DF7319
 DF7319.No superseded survey control is available for this station.
 DF7319
 DF7319_MARKER: DB = BENCH MARK DISK
 DF7319_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 DF7319_STAMPING: 1502 C RESET
 DF7319_MARK LOGO: MNHD
 DF7319_PROJECTION: PROJECTING 5 CENTIMETERS
 DF7319_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DF7319_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DF7319_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF7319+SATELLITE: SATELLITE OBSERVATIONS - August 15, 2018
 DF7319
 DF7319  HISTORY     - Date     Condition        Report By
 DF7319  HISTORY     - 19720401 MONUMENTED       MNHD
 DF7319  HISTORY     - 20020827 GOOD             MNDT
 DF7319  HISTORY     - 20140715 GOOD             MNDT
 DF7319  HISTORY     - 20180815 GOOD             MNDT
 DF7319
 DF7319                          STATION DESCRIPTION
 DF7319
 DF7319'DESCRIBED BY MN DEPT OF TRANSP 2002 (DKH)
 DF7319'THE MARK WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.  THE MARK
 DF7319'PROJECTS 2 INCHES, MAGNETIC, AND SUITABLE FOR GPS.
 DF7319
 DF7319                          STATION RECOVERY (2014)
 DF7319
 DF7319'RECOVERY NOTE BY MN DEPT OF TRANSP 2014 (MAS)
 DF7319'THE STATION IS LOCATED ABOUT 10.6 MI (17.1 KM) WEST OF SHEVLIN, 4.1 MI
 DF7319'(6.6 KM) WEST OF BAGLEY AND 3.1 MI (5.0 KM) NORTHEAST OF EBRO.
 DF7319'
 DF7319'TO REACH THE MARK GO 4.2 MI (6.8 KM) WEST ALONG TRUNK HIGHWAY 2  FROM
 DF7319'THE JUNCTION OF TRUNK HIGHWAY 2 AND TRUNK HIGHWAY 92 IN BAGLEY, AT
 DF7319'TRUNK HIGHWAY 2 MILE POINT 84.15.
 DF7319'
 DF7319'THE MARK IS LOCATED 79.0 FT (24.1 M) NORTH OF WESTBOUND TRUNK HIGHWAY
 DF7319'2, 51.0 FT (15.5 M) SOUTHWEST OF THE SOUTHWEST CORNER OF TOWN HALL
 DF7319'BUILDING, 23.4 FT (7.1 M) SOUTH OF POWER POLE, 1.0 FT (0.3 M) WEST OF
 DF7319'A WITNESS POST.
 DF7319
 DF7319                          STATION RECOVERY (2018)
 DF7319
 DF7319'RECOVERY NOTE BY MN DEPT OF TRANSP 2018 (KDJ)
 DF7319'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DF7320 ***********************************************************************
 DF7320  DESIGNATION -  1502 E RESET
 DF7320  PID         -  DF7320
 DF7320  STATE/COUNTY-  MN/CLEARWATER
 DF7320  COUNTRY     -  US
 DF7320  USGS QUAD   -  BAGLEY (2019)
 DF7320
 DF7320                         *CURRENT SURVEY CONTROL
 DF7320  ______________________________________________________________________
 DF7320* NAD 83(1986) POSITION- 47 31 42.13   (N) 095 27 08.80   (W)   HD_HELD1
 DF7320* NAVD 88 ORTHO HEIGHT -   457.611 (meters)     1501.35  (feet) ADJUSTED
 DF7320  ______________________________________________________________________
 DF7320  GEOID HEIGHT    -        -27.552 (meters)                     GEOID18
 DF7320  DYNAMIC HEIGHT  -        457.659 (meters)     1501.50  (feet) COMP
 DF7320  MODELED GRAVITY -    980,702.4   (mgal)                       NAVD 88
 DF7320
 DF7320  VERT ORDER      -  SECOND    CLASS I
 DF7320
 DF7320.The horizontal coordinates were determined by differentially corrected
 DF7320.hand held GPS observations or other comparable positioning techniques
 DF7320.and have an estimated accuracy of +/- 3 meters.
 DF7320
 DF7320.The orthometric height was determined by differential leveling and
 DF7320.adjusted by the NATIONAL GEODETIC SURVEY
 DF7320.in August 2019.
 DF7320
 DF7320.Significant digits in the geoid height do not necessarily reflect accuracy.
 DF7320.GEOID18 height accuracy estimate available here.
 DF7320
 DF7320.Click photographs - Photos may exist for this station.
 DF7320
 DF7320.The dynamic height is computed by dividing the NAVD 88
 DF7320.geopotential number by the normal gravity value computed on the
 DF7320.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DF7320.degrees latitude (g = 980.6199 gals.).
 DF7320
 DF7320.The modeled gravity was interpolated from observed gravity values.
 DF7320
 DF7320;                    North         East    Units  Estimated Accuracy
 DF7320;SPC MN N     -   217,022.1     622,896.0     MT  (+/- 3 meters HH1 GPS) 
 DF7320
 DF7320_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUN1540266797(NAD 83)
 DF7320
 DF7320                          SUPERSEDED SURVEY CONTROL
 DF7320
 DF7320.No superseded survey control is available for this station.
 DF7320
 DF7320_MARKER: DB = BENCH MARK DISK
 DF7320_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 DF7320_STAMPING: 1502 E RESET 1972
 DF7320_MARK LOGO: MNHD
 DF7320_PROJECTION: PROJECTING 5 CENTIMETERS
 DF7320_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DF7320_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DF7320_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF7320+SATELLITE: SATELLITE OBSERVATIONS - August 15, 2018
 DF7320
 DF7320  HISTORY     - Date     Condition        Report By
 DF7320  HISTORY     - 19720401 MONUMENTED       MNHD
 DF7320  HISTORY     - 20020827 GOOD             MNDT
 DF7320  HISTORY     - 20140715 GOOD             MNDT
 DF7320  HISTORY     - 20180815 GOOD             MNDT
 DF7320
 DF7320                          STATION DESCRIPTION
 DF7320
 DF7320'DESCRIBED BY MN DEPT OF TRANSP 2002 (DKH)
 DF7320'THE MARK WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.  THE MARK
 DF7320'PROJECTS 2 INCHES, MAGNETIC, SUITABLE FOR GPS.
 DF7320
 DF7320                          STATION RECOVERY (2014)
 DF7320
 DF7320'RECOVERY NOTE BY MN DEPT OF TRANSP 2014 (MAS)
 DF7320'THE STATION IS LOCATED ABOUT 9.1 MI (14.6 KM) WEST OF SHEVLIN, 4.2 MI
 DF7320'(6.8 KM) EAST-NORTHEAST OF EBRO AND 2.6 MI (4.2 KM) WEST OF BAGLEY.
 DF7320'
 DF7320'TO REACH THE MARK GO 2.6 MI (4.2 KM) WEST ALONG TRUNK HIGHWAY 2  FROM
 DF7320'THE JUNCTION OF TRUNK HIGHWAY 2 AND TRUNK HIGHWAY 92 IN BAGLEY, AT
 DF7320'TRUNK HIGHWAY 2 MILE POINT 85.75.
 DF7320'
 DF7320'THE MARK IS LOCATED 108.0 FT (32.9 M) NORTH-NORTHEAST OF WESTBOUND
 DF7320'TRUNK HIGHWAY 2, 37.5 FT (11.4 M) EAST-SOUTHEAST OF 159TH AVENUE, 5.1
 DF7320'FT (1.6 M) SOUTH-SOUTHWEST OF POWER POLE, 4.0 FT (1.2 M) WEST OF BENCH
 DF7320'MARK NORTH 365, 0.9 FT (27 CM) SOUTH-SOUTHWEST OF A WITNESS POST.
 DF7320
 DF7320                          STATION RECOVERY (2018)
 DF7320
 DF7320'RECOVERY NOTE BY MN DEPT OF TRANSP 2018 (KDJ)
 DF7320'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DP9745 ***********************************************************************
 DP9745  DESIGNATION -  1502 H
 DP9745  PID         -  DP9745
 DP9745  STATE/COUNTY-  MN/CLEARWATER
 DP9745  COUNTRY     -  US
 DP9745  USGS QUAD   -  BAGLEY (2019)
 DP9745
 DP9745                         *CURRENT SURVEY CONTROL
 DP9745  ______________________________________________________________________
 DP9745* NAD 83(2011) POSITION- 47 31 42.94136(N) 095 29 25.62318(W)   ADJUSTED
 DP9745* NAD 83(2011) ELLIP HT-   422.275 (meters)        (11/22/22)   ADJUSTED
 DP9745* NAD 83(2011) EPOCH   -  2010.00
 DP9745* NAVD 88 ORTHO HEIGHT -   449.786 (meters)     1475.67  (feet) ADJUSTED
 DP9745  ______________________________________________________________________
 DP9745  GEOID HEIGHT    -        -27.504 (meters)                     GEOID18
 DP9745  NAD 83(2011) X  -   -412,840.305 (meters)                     COMP
 DP9745  NAD 83(2011) Y  - -4,295,013.405 (meters)                     COMP
 DP9745  NAD 83(2011) Z  -  4,681,956.471 (meters)                     COMP
 DP9745  LAPLACE CORR    -         -3.81  (seconds)                    DEFLEC18
 DP9745  DYNAMIC HEIGHT  -        449.833 (meters)     1475.83  (feet) COMP
 DP9745  MODELED GRAVITY -    980,704.7   (mgal)                       NAVD 88
 DP9745
 DP9745  VERT ORDER      -  SECOND    CLASS I
 DP9745
 DP9745  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DP9745  Standards:
 DP9745         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DP9745            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DP9745  -------------------------------------------------------------------
 DP9745  NETWORK    0.87   1.41           0.40   0.29   0.72     -0.19060543
 DP9745  -------------------------------------------------------------------
 DP9745  Click here for local accuracies and other accuracy information.
 DP9745
 DP9745.The horizontal coordinates were established by GPS observations
 DP9745.and adjusted by the MN DEPT OF TRANSP in November 2022.
 DP9745
 DP9745.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DP9745.been affixed to the stable North American tectonic plate. See 
 DP9745.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DP9745
 DP9745.The horizontal coordinates are valid at the epoch date displayed above
 DP9745.which is a decimal equivalence of Year/Month/Day.
 DP9745
 DP9745.The orthometric height was determined by differential leveling and
 DP9745.adjusted by the NATIONAL GEODETIC SURVEY
 DP9745.in August 2019.
 DP9745
 DP9745.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP9745.GEOID18 height accuracy estimate available here.
 DP9745
 DP9745.Click photographs - Photos may exist for this station.
 DP9745
 DP9745.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DP9745
 DP9745.The Laplace correction was computed from DEFLEC18 derived deflections.
 DP9745
 DP9745.The ellipsoidal height was determined by GPS observations
 DP9745.and is referenced to NAD 83.
 DP9745
 DP9745.The dynamic height is computed by dividing the NAVD 88
 DP9745.geopotential number by the normal gravity value computed on the
 DP9745.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP9745.degrees latitude (g = 980.6199 gals.).
 DP9745
 DP9745.The modeled gravity was interpolated from observed gravity values.
 DP9745
 DP9745. The following values were computed from the NAD 83(2011) position.
 DP9745
 DP9745;                    North         East     Units Scale Factor Converg.
 DP9745;SPC MN N     -   217,134.951   620,036.331   MT  0.99991708   -1 46 18.7
 DP9745;SPC MN N     -   712,383.59  2,034,235.86   sFT  0.99991708   -1 46 18.7
 DP9745;UTM  15      - 5,266,913.657   312,542.606   MT  1.00003185   -1 50 15.1
 DP9745
 DP9745!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DP9745!SPC MN N     -   0.99993382  x   0.99991708  =   0.99985090
 DP9745!UTM  15      -   0.99993382  x   1.00003185  =   0.99996566
 DP9745
 DP9745_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUN1254266913(NAD 83)
 DP9745
 DP9745                          SUPERSEDED SURVEY CONTROL
 DP9745
 DP9745.No superseded survey control is available for this station.
 DP9745
 DP9745_MARKER: F = FLANGE-ENCASED ROD
 DP9745_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DP9745_STAMPING: 1502 H 2014
 DP9745_MARK LOGO: MNDT
 DP9745_PROJECTION: RECESSED 5 CENTIMETERS
 DP9745_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DP9745_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DP9745_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP9745+SATELLITE: SATELLITE OBSERVATIONS - August 17, 2022
 DP9745_ROD/PIPE-DEPTH: 4.0 meters
 DP9745
 DP9745  HISTORY     - Date     Condition        Report By
 DP9745  HISTORY     - 20140812 MONUMENTED       MNDT
 DP9745  HISTORY     - 20210715 GOOD             MNDT
 DP9745  HISTORY     - 20220817 GOOD             MNDT
 DP9745
 DP9745                          STATION DESCRIPTION
 DP9745
 DP9745'DESCRIBED BY MN DEPT OF TRANSP 2014
 DP9745'THE STATION IS LOCATED ABOUT 10.9 MI (17.5 KM) WEST OF SHEVLIN, 4.3 MI
 DP9745'(6.9 KM) WEST OF BAGLEY AND 2.9 MI (4.7 KM) NORTHEAST OF EBRO.
 DP9745'
 DP9745'TO REACH THE MARK GO 4.55 MI (7.3 KM) WEST ALONG TRUNK HIGHWAY 2 FROM
 DP9745'THE JUNCTION OF TRUNK HIGHWAY 2 AND TRUNK HIGHWAY 92 IN BAGLEY, AT
 DP9745'TRUNK HIGHWAY 2 MILE POINT 83.95.
 DP9745'
 DP9745'THE MARK IS LOCATED 72.7 FT (22.2 M) SOUTH OF EASTBOUND TRUNK HIGHWAY
 DP9745'2, 24.6 FT (7.5 M) WEST OF 141ST AVENUE, 1.5 FT (0.5 M) NORTH OF A
 DP9745'WITNESS POST.
 DP9745'
 DP9745'NOTE - THE STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM
 DP9745'ROD DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION REMOVABLE
 DP9745'DISK SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH
 DP9745'PVC PIPE BACK FILLED WITH WASHED SAND.
 DP9745
 DP9745                          STATION RECOVERY (2021)
 DP9745
 DP9745'RECOVERY NOTE BY MN DEPT OF TRANSP 2021 (TJD)
 DP9745'RECOVERED IN GOOD CONDITION.
 DP9745
 DP9745                          STATION RECOVERY (2022)
 DP9745
 DP9745'RECOVERY NOTE BY MN DEPT OF TRANSP 2022 (CXR)
 DP9745'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DP9741 ***********************************************************************
 DP9741  DESIGNATION -  1502 J
 DP9741  PID         -  DP9741
 DP9741  STATE/COUNTY-  MN/CLEARWATER
 DP9741  COUNTRY     -  US
 DP9741  USGS QUAD   -  BAGLEY (2019)
 DP9741
 DP9741                         *CURRENT SURVEY CONTROL
 DP9741  ______________________________________________________________________
 DP9741* NAD 83(2011) POSITION- 47 31 43.18022(N) 095 28 16.21265(W)   ADJUSTED
 DP9741* NAD 83(2011) ELLIP HT-   436.303 (meters)        (11/22/22)   ADJUSTED
 DP9741* NAD 83(2011) EPOCH   -  2010.00
 DP9741* NAVD 88 ORTHO HEIGHT -   463.839 (meters)     1521.78  (feet) ADJUSTED
 DP9741  ______________________________________________________________________
 DP9741  GEOID HEIGHT    -        -27.528 (meters)                     GEOID18
 DP9741  NAD 83(2011) X  -   -411,395.344 (meters)                     COMP
 DP9741  NAD 83(2011) Y  - -4,295,156.099 (meters)                     COMP
 DP9741  NAD 83(2011) Z  -  4,681,971.800 (meters)                     COMP
 DP9741  LAPLACE CORR    -         -3.62  (seconds)                    DEFLEC18
 DP9741  DYNAMIC HEIGHT  -        463.888 (meters)     1521.94  (feet) COMP
 DP9741  MODELED GRAVITY -    980,703.5   (mgal)                       NAVD 88
 DP9741
 DP9741  VERT ORDER      -  SECOND    CLASS I
 DP9741
 DP9741  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DP9741  Standards:
 DP9741         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DP9741            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DP9741  -------------------------------------------------------------------
 DP9741  NETWORK    0.93   1.49           0.43   0.30   0.76     -0.16121179
 DP9741  -------------------------------------------------------------------
 DP9741  Click here for local accuracies and other accuracy information.
 DP9741
 DP9741.The horizontal coordinates were established by GPS observations
 DP9741.and adjusted by the MN DEPT OF TRANSP in November 2022.
 DP9741
 DP9741.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DP9741.been affixed to the stable North American tectonic plate. See 
 DP9741.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DP9741
 DP9741.The horizontal coordinates are valid at the epoch date displayed above
 DP9741.which is a decimal equivalence of Year/Month/Day.
 DP9741
 DP9741.The orthometric height was determined by differential leveling and
 DP9741.adjusted by the NATIONAL GEODETIC SURVEY
 DP9741.in August 2019.
 DP9741
 DP9741.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP9741.GEOID18 height accuracy estimate available here.
 DP9741
 DP9741.Click photographs - Photos may exist for this station.
 DP9741
 DP9741.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DP9741
 DP9741.The Laplace correction was computed from DEFLEC18 derived deflections.
 DP9741
 DP9741.The ellipsoidal height was determined by GPS observations
 DP9741.and is referenced to NAD 83.
 DP9741
 DP9741.The dynamic height is computed by dividing the NAVD 88
 DP9741.geopotential number by the normal gravity value computed on the
 DP9741.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP9741.degrees latitude (g = 980.6199 gals.).
 DP9741
 DP9741.The modeled gravity was interpolated from observed gravity values.
 DP9741
 DP9741. The following values were computed from the NAD 83(2011) position.
 DP9741
 DP9741;                    North         East     Units Scale Factor Converg.
 DP9741;SPC MN N     -   217,097.616   621,487.636   MT  0.99991708   -1 45 27.2
 DP9741;SPC MN N     -   712,261.10  2,038,997.35   sFT  0.99991708   -1 45 27.2
 DP9741;UTM  15      - 5,266,874.654   313,994.030   MT  1.00002519   -1 49 23.9
 DP9741
 DP9741!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DP9741!SPC MN N     -   0.99993162  x   0.99991708  =   0.99984870
 DP9741!UTM  15      -   0.99993162  x   1.00002519  =   0.99995681
 DP9741
 DP9741_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUN1399466874(NAD 83)
 DP9741
 DP9741                          SUPERSEDED SURVEY CONTROL
 DP9741
 DP9741.No superseded survey control is available for this station.
 DP9741
 DP9741_MARKER: F = FLANGE-ENCASED ROD
 DP9741_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DP9741_STAMPING: 1502 J 2014
 DP9741_MARK LOGO: MNDT
 DP9741_PROJECTION: RECESSED 5 CENTIMETERS
 DP9741_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DP9741_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DP9741_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP9741+SATELLITE: SATELLITE OBSERVATIONS - August 17, 2022
 DP9741_ROD/PIPE-DEPTH: 7.3 meters
 DP9741
 DP9741  HISTORY     - Date     Condition        Report By
 DP9741  HISTORY     - 20140812 MONUMENTED       MNDT
 DP9741  HISTORY     - 20210715 GOOD             MNDT
 DP9741  HISTORY     - 20220817 GOOD             MNDT
 DP9741
 DP9741                          STATION DESCRIPTION
 DP9741
 DP9741'DESCRIBED BY MN DEPT OF TRANSP 2014
 DP9741'THE STATION IS LOCATED ABOUT 10.0 MI (16.1 KM) WEST OF SHEVLIN, 3.5 MI
 DP9741'(5.6 KM) NORTHEAST OF EBRO AND 3.5 MI (5.6 KM) WEST OF BAGLEY.
 DP9741'
 DP9741'TO REACH THE MARK GO 3.55 MI (5.7 KM) WEST ALONG TRUNK HIGHWAY 2 FROM
 DP9741'THE JUNCTION OF TRUNK HIGHWAY 2 AND TRUNK HIGHWAY 92 IN BAGLEY, AT
 DP9741'TRUNK HIGHWAY 2 MILE POINT 84.85.
 DP9741'
 DP9741'THE MARK IS LOCATED 78.5 FT (23.9 M) SOUTH OF EASTBOUND TRUNK HIGHWAY
 DP9741'2, 4.4 FT (1.3 M) NORTH OF AN EAST-WEST FENCE LINE, 1.5 FT (0.5 M)
 DP9741'NORTH OF A WITNESS POST.
 DP9741'
 DP9741'NOTE - THE STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM
 DP9741'ROD DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION REMOVABLE
 DP9741'DISK SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH
 DP9741'PVC PIPE BACK FILLED WITH WASHED SAND.
 DP9741
 DP9741                          STATION RECOVERY (2021)
 DP9741
 DP9741'RECOVERY NOTE BY MN DEPT OF TRANSP 2021 (TJD)
 DP9741'RECOVERED IN GOOD CONDITION.
 DP9741
 DP9741                          STATION RECOVERY (2022)
 DP9741
 DP9741'RECOVERY NOTE BY MN DEPT OF TRANSP 2022 (CXR)
 DP9741'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DP9739 ***********************************************************************
 DP9739  DESIGNATION -  1502 K
 DP9739  PID         -  DP9739
 DP9739  STATE/COUNTY-  MN/CLEARWATER
 DP9739  COUNTRY     -  US
 DP9739  USGS QUAD   -  BAGLEY (2019)
 DP9739
 DP9739                         *CURRENT SURVEY CONTROL
 DP9739  ______________________________________________________________________
 DP9739* NAD 83(2011) POSITION- 47 31 32.46747(N) 095 26 36.04391(W)   ADJUSTED
 DP9739* NAD 83(2011) ELLIP HT-   427.323 (meters)        (11/22/22)   ADJUSTED
 DP9739* NAD 83(2011) EPOCH   -  2010.00
 DP9739* NAVD 88 ORTHO HEIGHT -   454.879 (meters)     1492.38  (feet) ADJUSTED
 DP9739  ______________________________________________________________________
 DP9739  GEOID HEIGHT    -        -27.564 (meters)                     GEOID18
 DP9739  NAD 83(2011) X  -   -409,332.007 (meters)                     COMP
 DP9739  NAD 83(2011) Y  - -4,295,592.292 (meters)                     COMP
 DP9739  NAD 83(2011) Z  -  4,681,741.759 (meters)                     COMP
 DP9739  LAPLACE CORR    -         -3.78  (seconds)                    DEFLEC18
 DP9739  DYNAMIC HEIGHT  -        454.926 (meters)     1492.54  (feet) COMP
 DP9739  MODELED GRAVITY -    980,701.4   (mgal)                       NAVD 88
 DP9739
 DP9739  VERT ORDER      -  SECOND    CLASS I
 DP9739
 DP9739  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DP9739  Standards:
 DP9739         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DP9739            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DP9739  -------------------------------------------------------------------
 DP9739  NETWORK    0.93   1.61           0.43   0.31   0.82     -0.13433313
 DP9739  -------------------------------------------------------------------
 DP9739  Click here for local accuracies and other accuracy information.
 DP9739
 DP9739.The horizontal coordinates were established by GPS observations
 DP9739.and adjusted by the MN DEPT OF TRANSP in November 2022.
 DP9739
 DP9739.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DP9739.been affixed to the stable North American tectonic plate. See 
 DP9739.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DP9739
 DP9739.The horizontal coordinates are valid at the epoch date displayed above
 DP9739.which is a decimal equivalence of Year/Month/Day.
 DP9739
 DP9739.The orthometric height was determined by differential leveling and
 DP9739.adjusted by the NATIONAL GEODETIC SURVEY
 DP9739.in August 2019.
 DP9739
 DP9739.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP9739.GEOID18 height accuracy estimate available here.
 DP9739
 DP9739.Click photographs - Photos may exist for this station.
 DP9739
 DP9739.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DP9739
 DP9739.The Laplace correction was computed from DEFLEC18 derived deflections.
 DP9739
 DP9739.The ellipsoidal height was determined by GPS observations
 DP9739.and is referenced to NAD 83.
 DP9739
 DP9739.The dynamic height is computed by dividing the NAVD 88
 DP9739.geopotential number by the normal gravity value computed on the
 DP9739.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP9739.degrees latitude (g = 980.6199 gals.).
 DP9739
 DP9739.The modeled gravity was interpolated from observed gravity values.
 DP9739
 DP9739. The following values were computed from the NAD 83(2011) position.
 DP9739
 DP9739;                    North         East     Units Scale Factor Converg.
 DP9739;SPC MN N     -   216,703.066   623,571.728   MT  0.99991735   -1 44 13.0
 DP9739;SPC MN N     -   710,966.64  2,045,834.91   sFT  0.99991735   -1 44 13.0
 DP9739;UTM  15      - 5,266,477.672   316,077.883   MT  1.00001572   -1 48 09.6
 DP9739
 DP9739!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DP9739!SPC MN N     -   0.99993303  x   0.99991735  =   0.99985038
 DP9739!UTM  15      -   0.99993303  x   1.00001572  =   0.99994874
 DP9739
 DP9739_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUN1607766477(NAD 83)
 DP9739
 DP9739                          SUPERSEDED SURVEY CONTROL
 DP9739
 DP9739.No superseded survey control is available for this station.
 DP9739
 DP9739_MARKER: F = FLANGE-ENCASED ROD
 DP9739_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DP9739_STAMPING: 1502 K 2014
 DP9739_MARK LOGO: MNDT
 DP9739_PROJECTION: RECESSED 5 CENTIMETERS
 DP9739_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DP9739_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DP9739_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP9739+SATELLITE: SATELLITE OBSERVATIONS - August 17, 2022
 DP9739_ROD/PIPE-DEPTH: 5.8 meters
 DP9739
 DP9739  HISTORY     - Date     Condition        Report By
 DP9739  HISTORY     - 20140812 MONUMENTED       MNDT
 DP9739  HISTORY     - 20220817 GOOD             MNDT
 DP9739
 DP9739                          STATION DESCRIPTION
 DP9739
 DP9739'DESCRIBED BY MN DEPT OF TRANSP 2014
 DP9739'THE STATION IS LOCATED ABOUT 8.7 MI (14.0 KM) WEST OF SHEVLIN, 4.5 MI
 DP9739'(7.2 KM) EAST-NORTHEAST OF EBRO AND 2.1 MI (3.4 KM) WEST OF BAGLEY.
 DP9739'
 DP9739'TO REACH THE MARK GO 2.15 MI (3.5 KM) WEST ALONG TRUNK HIGHWAY 2 FROM
 DP9739'THE JUNCTION OF TRUNK HIGHWAY 2 AND TRUNK HIGHWAY 92 IN BAGLEY, AT
 DP9739'TRUNK HIGHWAY 2 MILE POINT 86.20.
 DP9739'
 DP9739'THE MARK IS LOCATED 27.5 FT (8.4 M) NORTH OF EASTBOUND TRUNK HIGHWAY
 DP9739'2, 36.7 FT (11.2 M) SOUTH OF WESTBOUND TRUNK HIGHWAY 2, 98.7 FT (30.1
 DP9739'M) WEST OF WHITETAIL DRIVE CROSS-OVER, 1.5 FT (0.5 M) EAST OF A
 DP9739'WITNESS POST.
 DP9739'
 DP9739'NOTE - THE STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM
 DP9739'ROD DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION REMOVABLE
 DP9739'DISK SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH
 DP9739'PVC PIPE BACK FILLED WITH WASHED SAND.
 DP9739
 DP9739                          STATION RECOVERY (2022)
 DP9739
 DP9739'RECOVERY NOTE BY MN DEPT OF TRANSP 2022 (CXR)
 DP9739'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 SK0582 ***********************************************************************
 SK0582  DESIGNATION -  1503 A
 SK0582  PID         -  SK0582
 SK0582  STATE/COUNTY-  MN/CLEARWATER
 SK0582  COUNTRY     -  US
 SK0582  USGS QUAD   -  BAGLEY (2019)
 SK0582
 SK0582                         *CURRENT SURVEY CONTROL
 SK0582  ______________________________________________________________________
 SK0582* NAD 83(1986) POSITION- 47 31 36.47   (N) 095 22 56.79   (W)   HD_HELD1
 SK0582* NAVD 88 ORTHO HEIGHT -   440.232 (meters)     1444.33  (feet) ADJUSTED
 SK0582  ______________________________________________________________________
 SK0582  GEOID HEIGHT    -        -27.641 (meters)                     GEOID18
 SK0582  DYNAMIC HEIGHT  -        440.276 (meters)     1444.47  (feet) COMP
 SK0582  MODELED GRAVITY -    980,699.5   (mgal)                       NAVD 88
 SK0582
 SK0582  VERT ORDER      -  SECOND    CLASS I
 SK0582
 SK0582.The horizontal coordinates were determined by differentially corrected
 SK0582.hand held GPS observations or other comparable positioning techniques
 SK0582.and have an estimated accuracy of +/- 3 meters.
 SK0582
 SK0582.The orthometric height was determined by differential leveling and
 SK0582.adjusted by the NATIONAL GEODETIC SURVEY
 SK0582.in August 2019.
 SK0582
 SK0582.Significant digits in the geoid height do not necessarily reflect accuracy.
 SK0582.GEOID18 height accuracy estimate available here.
 SK0582
 SK0582.Click photographs - Photos may exist for this station.
 SK0582
 SK0582.The dynamic height is computed by dividing the NAVD 88
 SK0582.geopotential number by the normal gravity value computed on the
 SK0582.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SK0582.degrees latitude (g = 980.6199 gals.).
 SK0582
 SK0582.The modeled gravity was interpolated from observed gravity values.
 SK0582
 SK0582;                    North         East    Units  Estimated Accuracy
 SK0582;SPC MN N     -   216,689.4     628,159.4     MT  (+/- 3 meters HH1 GPS) 
 SK0582
 SK0582_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUN2066566458(NAD 83)
 SK0582
 SK0582                          SUPERSEDED SURVEY CONTROL
 SK0582
 SK0582  NAVD 88 (06/15/91)  440.248  (m)         1444.38   (f) SUPERSEDED  1 2
 SK0582
 SK0582.Superseded values are not recommended for survey control.
 SK0582
 SK0582.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SK0582.See file dsdata.pdf to determine how the superseded data were derived.
 SK0582
 SK0582_MARKER: DB = BENCH MARK DISK
 SK0582_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 SK0582_SP_SET: BRIDGE WING WALL
 SK0582_STAMPING: 1503 A 1972
 SK0582_MARK LOGO: MNHD
 SK0582_MAGNETIC: N = NO MAGNETIC MATERIAL
 SK0582_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 SK0582_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 SK0582+SATELLITE: SATELLITE OBSERVATIONS - July 01, 2014
 SK0582
 SK0582  HISTORY     - Date     Condition        Report By
 SK0582  HISTORY     - 19720401 MONUMENTED       MNHD
 SK0582  HISTORY     - 1981     GOOD             NGS
 SK0582  HISTORY     - 20030710 GOOD             MNDT
 SK0582  HISTORY     - 20140701 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
 SK0582
 SK0582                          STATION RECOVERY (2014)
 SK0582
 SK0582'RECOVERY NOTE BY MN DEPT OF TRANSP 2014 (JAM)
 SK0582'0.75 MI (1.2 KM) EAST OF BAGLEY, IN SOUTHEAST WING WALL OF WESTBOUND
 SK0582'TRUNK HIGHWAY 2 BRIDGE NUMBER 15001, 0.8 MI (1.3 KM) EAST OF THE
 SK0582'JUNCTION OF TRUNK HIGHWAY 2 AND TRUNK HIGHWAY 92, AT TRUNK HIGHWAY 2
 SK0582'MILE POINT 89.15, 18.7 FT (5.7 M) SOUTH-SOUTHWEST OF WESTBOUND TRUNK
 SK0582'HIGHWAY 2.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DP9733 ***********************************************************************
 DP9733  DESIGNATION -  1503 B
 DP9733  PID         -  DP9733
 DP9733  STATE/COUNTY-  MN/CLEARWATER
 DP9733  COUNTRY     -  US
 DP9733  USGS QUAD   -  SHEVLIN (2019)
 DP9733
 DP9733                         *CURRENT SURVEY CONTROL
 DP9733  ______________________________________________________________________
 DP9733* NAD 83(1986) POSITION- 47 31 49.51   (N) 095 19 08.81   (W)   HD_HELD1
 DP9733* NAVD 88 ORTHO HEIGHT -   453.039 (meters)     1486.35  (feet) ADJUSTED
 DP9733  ______________________________________________________________________
 DP9733  GEOID HEIGHT    -        -27.718 (meters)                     GEOID18
 DP9733  DYNAMIC HEIGHT  -        453.085 (meters)     1486.50  (feet) COMP
 DP9733  MODELED GRAVITY -    980,699.9   (mgal)                       NAVD 88
 DP9733
 DP9733  VERT ORDER      -  SECOND    CLASS I
 DP9733
 DP9733.The horizontal coordinates were determined by differentially corrected
 DP9733.hand held GPS observations or other comparable positioning techniques
 DP9733.and have an estimated accuracy of +/- 3 meters.
 DP9733
 DP9733.The orthometric height was determined by differential leveling and
 DP9733.adjusted by the NATIONAL GEODETIC SURVEY
 DP9733.in August 2019.
 DP9733
 DP9733.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP9733.GEOID18 height accuracy estimate available here.
 DP9733
 DP9733.Click photographs - Photos may exist for this station.
 DP9733
 DP9733.The dynamic height is computed by dividing the NAVD 88
 DP9733.geopotential number by the normal gravity value computed on the
 DP9733.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP9733.degrees latitude (g = 980.6199 gals.).
 DP9733
 DP9733.The modeled gravity was interpolated from observed gravity values.
 DP9733
 DP9733;                    North         East    Units  Estimated Accuracy
 DP9733;SPC MN N     -   216,953.1     632,937.5     MT  (+/- 3 meters HH1 GPS) 
 DP9733
 DP9733_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUN2544466716(NAD 83)
 DP9733
 DP9733                          SUPERSEDED SURVEY CONTROL
 DP9733
 DP9733.No superseded survey control is available for this station.
 DP9733
 DP9733_MARKER: DB = BENCH MARK DISK
 DP9733_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 DP9733_STAMPING: 1503 B 1972
 DP9733_MARK LOGO: MNHD
 DP9733_PROJECTION: RECESSED 20 CENTIMETERS
 DP9733_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DP9733_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DP9733_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DP9733+SATELLITE: SATELLITE OBSERVATIONS - July 02, 2014
 DP9733
 DP9733  HISTORY     - Date     Condition        Report By
 DP9733  HISTORY     - 19720401 MONUMENTED       MNHD
 DP9733  HISTORY     - 20140702 GOOD             MNDT
 DP9733
 DP9733                          STATION DESCRIPTION
 DP9733
 DP9733'DESCRIBED BY MN DEPT OF TRANSP 2014 (MAS)
 DP9733'THE STATION IS LOCATED ABOUT 8.7 MI (14.0 KM) SOUTH-SOUTHWEST OF
 DP9733'LEONARD, 3.7 MI (6.0 KM) EAST OF BAGLEY AND 2.8 MI (4.5 KM) WEST OF
 DP9733'SHEVLIN.
 DP9733'
 DP9733'TO REACH THE MARK GO 4.4 MI (7.1 KM) EAST ALONG TRUNK HIGHWAY 2  FROM
 DP9733'THE JUNCTION OF TRUNK HIGHWAY 2 AND TRUNK HIGHWAY 92 IN BAGLEY, AT
 DP9733'TRUNK HIGHWAY 2 MILE POINT 92.35.
 DP9733'
 DP9733'THE MARK IS LOCATED 100.0 FT (30.5 M) NORTH OF WESTBOUND TRUNK HIGHWAY
 DP9733'2, 0.9 FT (27 CM) SOUTHEAST OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DG5565 ***********************************************************************
 DG5565  DESIGNATION -  1503 C
 DG5565  PID         -  DG5565
 DG5565  STATE/COUNTY-  MN/CLEARWATER
 DG5565  COUNTRY     -  US
 DG5565  USGS QUAD   -  SHEVLIN (2019)
 DG5565
 DG5565                         *CURRENT SURVEY CONTROL
 DG5565  ______________________________________________________________________
 DG5565* NAD 83(2011) POSITION- 47 31 47.35854(N) 095 17 24.20304(W)   ADJUSTED
 DG5565* NAD 83(2011) ELLIP HT-   420.294 (meters)        (06/27/12)   ADJUSTED
 DG5565* NAD 83(2011) EPOCH   -  2010.00
 DG5565* NAVD 88 ORTHO HEIGHT -   448.043 (meters)     1469.95  (feet) ADJUSTED
 DG5565  ______________________________________________________________________
 DG5565  GEOID HEIGHT    -        -27.753 (meters)                     GEOID18
 DG5565  NAD 83(2011) X  -   -397,806.413 (meters)                     COMP
 DG5565  NAD 83(2011) Y  - -4,296,329.523 (meters)                     COMP
 DG5565  NAD 83(2011) Z  -  4,682,047.128 (meters)                     COMP
 DG5565  LAPLACE CORR    -         -3.62  (seconds)                    DEFLEC18
 DG5565  DYNAMIC HEIGHT  -        448.088 (meters)     1470.10  (feet) COMP
 DG5565  MODELED GRAVITY -    980,699.9   (mgal)                       NAVD 88
 DG5565
 DG5565  VERT ORDER      -  SECOND    CLASS I
 DG5565
 DG5565  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DG5565  Standards:
 DG5565         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DG5565            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DG5565  -------------------------------------------------------------------
 DG5565  NETWORK    0.71   0.78           0.33   0.23   0.40     -0.04628352
 DG5565  -------------------------------------------------------------------
 DG5565  Click here for local accuracies and other accuracy information.
 DG5565
 DG5565.The horizontal coordinates were established by GPS observations
 DG5565.and adjusted by the National Geodetic Survey in June 2012.
 DG5565
 DG5565.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DG5565.been affixed to the stable North American tectonic plate. See 
 DG5565.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DG5565
 DG5565.The horizontal coordinates are valid at the epoch date displayed above
 DG5565.which is a decimal equivalence of Year/Month/Day.
 DG5565
 DG5565.The orthometric height was determined by differential leveling and
 DG5565.adjusted by the NATIONAL GEODETIC SURVEY
 DG5565.in August 2019.
 DG5565
 DG5565.Significant digits in the geoid height do not necessarily reflect accuracy.
 DG5565.GEOID18 height accuracy estimate available here.
 DG5565
 DG5565.Click photographs - Photos may exist for this station.
 DG5565
 DG5565.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DG5565
 DG5565.The Laplace correction was computed from DEFLEC18 derived deflections.
 DG5565
 DG5565.The ellipsoidal height was determined by GPS observations
 DG5565.and is referenced to NAD 83.
 DG5565
 DG5565.The dynamic height is computed by dividing the NAVD 88
 DG5565.geopotential number by the normal gravity value computed on the
 DG5565.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DG5565.degrees latitude (g = 980.6199 gals.).
 DG5565
 DG5565.The modeled gravity was interpolated from observed gravity values.
 DG5565
 DG5565. The following values were computed from the NAD 83(2011) position.
 DG5565
 DG5565;                    North         East     Units Scale Factor Converg.
 DG5565;SPC MN N     -   216,824.307   635,122.553   MT  0.99991697   -1 37 23.9
 DG5565;SPC MN N     -   711,364.41  2,083,731.24   sFT  0.99991697   -1 37 23.9
 DG5565;UTM  15      - 5,266,585.610   327,629.682   MT  0.99996513   -1 41 22.7
 DG5565
 DG5565!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG5565!SPC MN N     -   0.99993413  x   0.99991697  =   0.99985110
 DG5565!UTM  15      -   0.99993413  x   0.99996513  =   0.99989926
 DG5565
 DG5565_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUN2762966585(NAD 83)
 DG5565
 DG5565                          SUPERSEDED SURVEY CONTROL
 DG5565
 DG5565  NAD 83(2007)-  47 31 47.35857(N)    095 17 24.20415(W) AD(2002.00) 0
 DG5565  ELLIP H (02/10/07)  420.311  (m)                       GP(2002.00)    
 DG5565  NAD 83(1996)-  47 31 47.35831(N)    095 17 24.20403(W) AD(       ) 1
 DG5565  ELLIP H (05/19/04)  420.333  (m)                       GP(       ) 4 1
 DG5565  NAVD 88 (05/19/04)  448.1    (m)  GEOID99  model used  GPS OBS        
 DG5565
 DG5565.Superseded values are not recommended for survey control.
 DG5565
 DG5565.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG5565.See file dsdata.pdf to determine how the superseded data were derived.
 DG5565
 DG5565_MARKER: DB = BENCH MARK DISK
 DG5565_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 DG5565_STAMPING: 1503 C 1972
 DG5565_MARK LOGO: MNHD
 DG5565_PROJECTION: PROJECTING 15 CENTIMETERS
 DG5565_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DG5565_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DG5565_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DG5565+SATELLITE: SATELLITE OBSERVATIONS - July 14, 2014
 DG5565
 DG5565  HISTORY     - Date     Condition        Report By
 DG5565  HISTORY     - 1972     MONUMENTED       MNHD
 DG5565  HISTORY     - 20030709 GOOD             MNDT
 DG5565  HISTORY     - 20140714 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
 DG5565'(0.6 M) SOUTHWEST OF POWERLINE POLE, 0.8 FT (24.4 CM) EAST OF WITNESS
 DG5565'POST.
 DG5565'
 DG5565'THE MARK IS A MNHD BENCHMARK DISK PROJECTING 6 INCHES, MAGNETIC.
 DG5565
 DG5565                          STATION RECOVERY (2014)
 DG5565
 DG5565'RECOVERY NOTE BY MN DEPT OF TRANSP 2014 (MAS)
 DG5565'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DP9725 ***********************************************************************
 DP9725  DESIGNATION -  1503 F
 DP9725  PID         -  DP9725
 DP9725  STATE/COUNTY-  MN/CLEARWATER
 DP9725  COUNTRY     -  US
 DP9725  USGS QUAD   -  SOLWAY (2019)
 DP9725
 DP9725                         *CURRENT SURVEY CONTROL
 DP9725  ______________________________________________________________________
 DP9725* NAD 83(1986) POSITION- 47 31 50.45   (N) 095 12 20.97   (W)   HD_HELD1
 DP9725* NAVD 88 ORTHO HEIGHT -   442.821 (meters)     1452.82  (feet) ADJUSTED
 DP9725  ______________________________________________________________________
 DP9725  GEOID HEIGHT    -        -27.850 (meters)                     GEOID18
 DP9725  DYNAMIC HEIGHT  -        442.865 (meters)     1452.97  (feet) COMP
 DP9725  MODELED GRAVITY -    980,700.0   (mgal)                       NAVD 88
 DP9725
 DP9725  VERT ORDER      -  SECOND    CLASS I
 DP9725
 DP9725.The horizontal coordinates were determined by differentially corrected
 DP9725.hand held GPS observations or other comparable positioning techniques
 DP9725.and have an estimated accuracy of +/- 3 meters.
 DP9725
 DP9725.The orthometric height was determined by differential leveling and
 DP9725.adjusted by the NATIONAL GEODETIC SURVEY
 DP9725.in August 2019.
 DP9725
 DP9725.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP9725.GEOID18 height accuracy estimate available here.
 DP9725
 DP9725.Click photographs - Photos may exist for this station.
 DP9725
 DP9725.The dynamic height is computed by dividing the NAVD 88
 DP9725.geopotential number by the normal gravity value computed on the
 DP9725.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP9725.degrees latitude (g = 980.6199 gals.).
 DP9725
 DP9725.The modeled gravity was interpolated from observed gravity values.
 DP9725
 DP9725;                    North         East    Units  Estimated Accuracy
 DP9725;SPC MN N     -   216,743.5     641,464.9     MT  (+/- 3 meters HH1 GPS) 
 DP9725
 DP9725_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUN3397266497(NAD 83)
 DP9725
 DP9725                          SUPERSEDED SURVEY CONTROL
 DP9725
 DP9725.No superseded survey control is available for this station.
 DP9725
 DP9725_MARKER: DB = BENCH MARK DISK
 DP9725_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 DP9725_STAMPING: 1503 F 1972
 DP9725_MARK LOGO: MNHD
 DP9725_PROJECTION: FLUSH
 DP9725_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DP9725_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DP9725_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DP9725+SATELLITE: SATELLITE OBSERVATIONS - July 03, 2014
 DP9725
 DP9725  HISTORY     - Date     Condition        Report By
 DP9725  HISTORY     - 19720401 MONUMENTED       MNHD
 DP9725  HISTORY     - 20140703 GOOD             MNDT
 DP9725
 DP9725                          STATION DESCRIPTION
 DP9725
 DP9725'DESCRIBED BY MN DEPT OF TRANSP 2014 (MAS)
 DP9725'THE STATION IS LOCATED ABOUT 8.9 MI (14.3 KM) SOUTH-SOUTHEAST OF
 DP9725'LEONARD, 3.7 MI (6.0 KM) WEST-NORTHWEST OF SOLWAY AND 2.5 MI (4.0 KM)
 DP9725'EAST OF SHEVLIN.
 DP9725'
 DP9725'TO REACH THE MARK GO 2.5 MI (4.0 KM) EAST ALONG TRUNK HIGHWAY 2 FROM
 DP9725'WEST JUNCTION OF TRUNK HIGHWAY 2 AND COUNTY ROAD 2, AT TRUNK HIGHWAY 2
 DP9725'MILE POINT 97.64.
 DP9725'
 DP9725'THE MARK IS LOCATED 99.0 FT (30.2 M) NORTH OF WESTBOUND TRUNK HIGHWAY
 DP9725'2, 200.0 FT (61.0 M) WEST OF DRIVEWAY NUMBER 27304, 129.9 FT (39.6 M)
 DP9725'EAST OF POWER POLE, 78.9 FT (24.0 M) WEST-SOUTHWEST OF LIGHT POLE, 0.4
 DP9725'FT (12 CM) SOUTH OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DM4434 ***********************************************************************
 DM4434  DESIGNATION -  1503 G
 DM4434  PID         -  DM4434
 DM4434  STATE/COUNTY-  MN/CLEARWATER
 DM4434  COUNTRY     -  US
 DM4434  USGS QUAD   -  SHEVLIN (2019)
 DM4434
 DM4434                         *CURRENT SURVEY CONTROL
 DM4434  ______________________________________________________________________
 DM4434* NAD 83(1986) POSITION- 47 31 58.20   (N) 095 20 50.92   (W)   HD_HELD1
 DM4434* NAVD 88 ORTHO HEIGHT -   455.841 (meters)     1495.54  (feet) ADJUSTED
 DM4434  ______________________________________________________________________
 DM4434  GEOID HEIGHT    -        -27.683 (meters)                     GEOID18
 DM4434  DYNAMIC HEIGHT  -        455.887 (meters)     1495.69  (feet) COMP
 DM4434  MODELED GRAVITY -    980,700.2   (mgal)                       NAVD 88
 DM4434
 DM4434  VERT ORDER      -  SECOND    CLASS I
 DM4434
 DM4434.The horizontal coordinates were determined by differentially corrected
 DM4434.hand held GPS observations or other comparable positioning techniques
 DM4434.and have an estimated accuracy of +/- 3 meters.
 DM4434
 DM4434.The orthometric height was determined by differential leveling and
 DM4434.adjusted by the NATIONAL GEODETIC SURVEY
 DM4434.in August 2019.
 DM4434
 DM4434.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM4434.GEOID18 height accuracy estimate available here.
 DM4434
 DM4434.Click photographs - Photos may exist for this station.
 DM4434
 DM4434.The dynamic height is computed by dividing the NAVD 88
 DM4434.geopotential number by the normal gravity value computed on the
 DM4434.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM4434.degrees latitude (g = 980.6199 gals.).
 DM4434
 DM4434.The modeled gravity was interpolated from observed gravity values.
 DM4434
 DM4434;                    North         East    Units  Estimated Accuracy
 DM4434;SPC MN N     -   217,283.0     630,810.5     MT  (+/- 3 meters HH1 GPS) 
 DM4434
 DM4434_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUN2331767049(NAD 83)
 DM4434
 DM4434                          SUPERSEDED SURVEY CONTROL
 DM4434
 DM4434  NAVD 88 (01/11/11)  455.851  (m)         1495.57   (f) SUPERSEDED  2 1
 DM4434
 DM4434.Superseded values are not recommended for survey control.
 DM4434
 DM4434.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DM4434.See file dsdata.pdf to determine how the superseded data were derived.
 DM4434
 DM4434_MARKER: DD = SURVEY DISK
 DM4434_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DM4434_SP_SET: SLAB
 DM4434_STAMPING: 1503 G 2008
 DM4434_MARK LOGO: MNDT
 DM4434_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DM4434_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DM4434_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DM4434+SATELLITE: SATELLITE OBSERVATIONS - July 02, 2014
 DM4434
 DM4434  HISTORY     - Date     Condition        Report By
 DM4434  HISTORY     - 2008     MONUMENTED       MNDT
 DM4434  HISTORY     - 20140702 GOOD             MNDT
 DM4434
 DM4434                          STATION DESCRIPTION
 DM4434
 DM4434'DESCRIBED BY MN DEPT OF TRANSP 2008 (WAS)
 DM4434'THE MARK IS 1.4 MI (2.3 KM) EAST OF BAGLEY, 2.3 MI (3.7 KM) EAST ALONG
 DM4434'TRUNK HIGHWAY 2 FROM THE JUNCTION OF TRUNK HIGHWAY 2 AND TRUNK HIGHWAY
 DM4434'92 IN BAGLEY TO TRUNK HIGHWAY 2 MILE POINT 91.25, THENCE 0.30 MI (0.5
 DM4434'KM) EAST AND NORTH ON BITUMINOUS DRIVE TO MNDOT MAINTENANCE YARD.
 DM4434'
 DM4434'IT IS 45.9 FT (14.0 M) EAST OF THE SOUTHWEST CORNER OF GARAGE NUMBER
 DM4434'90234, 14.3 FT (4.4 M) WEST-SOUTHWEST OF THE SOUTHEAST CORNER OF METAL
 DM4434'GARAGE NUMBER 90234, 3.8 FT (1.2 M) SOUTH OF SOUTH FACE TO GARAGE, NO
 DM4434'POST SET.
 DM4434
 DM4434                          STATION RECOVERY (2014)
 DM4434
 DM4434'RECOVERY NOTE BY MN DEPT OF TRANSP 2014 (JAM)
 DM4434'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DP9737 ***********************************************************************
 DP9737  DESIGNATION -  1503 H
 DP9737  PID         -  DP9737
 DP9737  STATE/COUNTY-  MN/CLEARWATER
 DP9737  COUNTRY     -  US
 DP9737  USGS QUAD   -  BAGLEY (2019)
 DP9737
 DP9737                         *CURRENT SURVEY CONTROL
 DP9737  ______________________________________________________________________
 DP9737* NAD 83(1986) POSITION- 47 31 35.09   (N) 095 22 55.75   (W)   HD_HELD1
 DP9737* NAVD 88 ORTHO HEIGHT -   439.473 (meters)     1441.84  (feet) ADJUSTED
 DP9737  ______________________________________________________________________
 DP9737  GEOID HEIGHT    -        -27.642 (meters)                     GEOID18
 DP9737  DYNAMIC HEIGHT  -        439.517 (meters)     1441.98  (feet) COMP
 DP9737  MODELED GRAVITY -    980,699.4   (mgal)                       NAVD 88
 DP9737
 DP9737  VERT ORDER      -  SECOND    CLASS I
 DP9737
 DP9737.The horizontal coordinates were determined by differentially corrected
 DP9737.hand held GPS observations or other comparable positioning techniques
 DP9737.and have an estimated accuracy of +/- 3 meters.
 DP9737
 DP9737.The orthometric height was determined by differential leveling and
 DP9737.adjusted by the NATIONAL GEODETIC SURVEY
 DP9737.in August 2019.
 DP9737
 DP9737.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP9737.GEOID18 height accuracy estimate available here.
 DP9737
 DP9737.Click photographs - Photos may exist for this station.
 DP9737
 DP9737.The dynamic height is computed by dividing the NAVD 88
 DP9737.geopotential number by the normal gravity value computed on the
 DP9737.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP9737.degrees latitude (g = 980.6199 gals.).
 DP9737
 DP9737.The modeled gravity was interpolated from observed gravity values.
 DP9737
 DP9737;                    North         East    Units  Estimated Accuracy
 DP9737;SPC MN N     -   216,646.2     628,179.9     MT  (+/- 3 meters HH1 GPS) 
 DP9737
 DP9737_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUN2068666415(NAD 83)
 DP9737
 DP9737                          SUPERSEDED SURVEY CONTROL
 DP9737
 DP9737.No superseded survey control is available for this station.
 DP9737
 DP9737_MARKER: DV = VERTICAL CONTROL DISK
 DP9737_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DP9737_SP_SET: BRIDGE ABUTMENT
 DP9737_STAMPING: 1503 H 1988
 DP9737_MARK LOGO: MNDT
 DP9737_MAGNETIC: N = NO MAGNETIC MATERIAL
 DP9737_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DP9737_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DP9737+SATELLITE: SATELLITE OBSERVATIONS - March 23, 2015
 DP9737
 DP9737  HISTORY     - Date     Condition        Report By
 DP9737  HISTORY     - 19880401 MONUMENTED       MNDT
 DP9737  HISTORY     - 20150323 GOOD             MNDT
 DP9737
 DP9737                          STATION DESCRIPTION
 DP9737
 DP9737'DESCRIBED BY MN DEPT OF TRANSP 2015 (NJL)
 DP9737'THE STATION IS LOCATED ABOUT 7.2 MI (11.6 KM) EAST-NORTHEAST OF EBRO,
 DP9737'5.8 MI (9.3 KM) WEST OF SHEVLIN AND 0.8 MI (1.3 KM) EAST-NORTHEAST OF
 DP9737'BAGLEY.
 DP9737'
 DP9737'TO REACH THE MARK IN ABUTMENT SOUTHEAST CORNER OF EASTBOUND TRUNK
 DP9737'HIGHWAY 2 BRIDGE NUMBER 15004 OVER CLEARWATER RIVER, GO 0.8 MI (1.3
 DP9737'KM) EAST ALONG TRUNK HIGHWAY 2 FROM THE JUNCTION OF TRUNK HIGHWAY 2
 DP9737'AND TRUNK HIGHWAY 92 IN BAGLEY, AT TRUNK HIGHWAY 2 MILE POINT 89.2.
 DP9737'
 DP9737'THE MARK IS LOCATED 25.3 MI (40.7 KM) SOUTH-SOUTHEAST OF EASTBOUND
 DP9737'TRUNK HIGHWAY 2.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DP9735 ***********************************************************************
 DP9735  DESIGNATION -  1503 J
 DP9735  PID         -  DP9735
 DP9735  STATE/COUNTY-  MN/CLEARWATER
 DP9735  COUNTRY     -  US
 DP9735  USGS QUAD   -  SHEVLIN (2019)
 DP9735
 DP9735                         *CURRENT SURVEY CONTROL
 DP9735  ______________________________________________________________________
 DP9735* NAD 83(2011) POSITION- 47 31 51.23007(N) 095 20 44.78335(W)   ADJUSTED
 DP9735* NAD 83(2011) ELLIP HT-   426.723 (meters)        (11/22/22)   ADJUSTED
 DP9735* NAD 83(2011) EPOCH   -  2010.00
 DP9735* NAVD 88 ORTHO HEIGHT -   454.403 (meters)     1490.82  (feet) ADJUSTED
 DP9735  ______________________________________________________________________
 DP9735  GEOID HEIGHT    -        -27.685 (meters)                     GEOID18
 DP9735  NAD 83(2011) X  -   -401,976.337 (meters)                     COMP
 DP9735  NAD 83(2011) Y  - -4,295,857.152 (meters)                     COMP
 DP9735  NAD 83(2011) Z  -  4,682,132.607 (meters)                     COMP
 DP9735  LAPLACE CORR    -         -3.50  (seconds)                    DEFLEC18
 DP9735  DYNAMIC HEIGHT  -        454.449 (meters)     1490.97  (feet) COMP
 DP9735  MODELED GRAVITY -    980,699.9   (mgal)                       NAVD 88
 DP9735
 DP9735  VERT ORDER      -  SECOND    CLASS I
 DP9735
 DP9735  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DP9735  Standards:
 DP9735         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DP9735            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DP9735  -------------------------------------------------------------------
 DP9735  NETWORK    0.95   1.57           0.44   0.31   0.80     -0.12869656
 DP9735  -------------------------------------------------------------------
 DP9735  Click here for local accuracies and other accuracy information.
 DP9735
 DP9735.The horizontal coordinates were established by GPS observations
 DP9735.and adjusted by the MN DEPT OF TRANSP in November 2022.
 DP9735
 DP9735.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DP9735.been affixed to the stable North American tectonic plate. See 
 DP9735.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DP9735
 DP9735.The horizontal coordinates are valid at the epoch date displayed above
 DP9735.which is a decimal equivalence of Year/Month/Day.
 DP9735
 DP9735.The orthometric height was determined by differential leveling and
 DP9735.adjusted by the NATIONAL GEODETIC SURVEY
 DP9735.in August 2019.
 DP9735
 DP9735.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP9735.GEOID18 height accuracy estimate available here.
 DP9735
 DP9735.Click photographs - Photos may exist for this station.
 DP9735
 DP9735.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DP9735
 DP9735.The Laplace correction was computed from DEFLEC18 derived deflections.
 DP9735
 DP9735.The ellipsoidal height was determined by GPS observations
 DP9735.and is referenced to NAD 83.
 DP9735
 DP9735.The dynamic height is computed by dividing the NAVD 88
 DP9735.geopotential number by the normal gravity value computed on the
 DP9735.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP9735.degrees latitude (g = 980.6199 gals.).
 DP9735
 DP9735.The modeled gravity was interpolated from observed gravity values.
 DP9735
 DP9735. The following values were computed from the NAD 83(2011) position.
 DP9735
 DP9735;                    North         East     Units Scale Factor Converg.
 DP9735;SPC MN N     -   217,064.167   630,932.580   MT  0.99991687   -1 39 52.6
 DP9735;SPC MN N     -   712,151.35  2,069,984.64   sFT  0.99991687   -1 39 52.6
 DP9735;UTM  15      - 5,266,830.328   323,439.750   MT  0.99998310   -1 43 50.8
 DP9735
 DP9735!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DP9735!SPC MN N     -   0.99993312  x   0.99991687  =   0.99985000
 DP9735!UTM  15      -   0.99993312  x   0.99998310  =   0.99991622
 DP9735
 DP9735_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUN2343966830(NAD 83)
 DP9735
 DP9735                          SUPERSEDED SURVEY CONTROL
 DP9735
 DP9735.No superseded survey control is available for this station.
 DP9735
 DP9735_MARKER: F = FLANGE-ENCASED ROD
 DP9735_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DP9735_STAMPING: 1503 J 2014
 DP9735_MARK LOGO: MNDT
 DP9735_PROJECTION: FLUSH
 DP9735_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DP9735_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DP9735_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP9735+SATELLITE: SATELLITE OBSERVATIONS - August 17, 2022
 DP9735_ROD/PIPE-DEPTH: 4.3 meters
 DP9735
 DP9735  HISTORY     - Date     Condition        Report By
 DP9735  HISTORY     - 20140812 MONUMENTED       MNDT
 DP9735  HISTORY     - 20210715 GOOD             MNDT
 DP9735  HISTORY     - 20220817 GOOD             MNDT
 DP9735
 DP9735                          STATION DESCRIPTION
 DP9735
 DP9735'DESCRIBED BY MN DEPT OF TRANSP 2014
 DP9735'THE STATION IS LOCATED ABOUT 8.9 MI (14.3 KM) EAST-NORTHEAST OF EBRO,
 DP9735'4.1 MI (6.6 KM) WEST OF SHEVLIN AND 2.5 MI (4.0 KM) EAST-NORTHEAST OF
 DP9735'BAGLEY.
 DP9735'
 DP9735'TO REACH THE MARK GO 2.7 MI (4.3 KM) EAST ALONG TRUNK HIGHWAY 2 FROM
 DP9735'THE JUNCTION OF TRUNK HIGHWAY 2 AND TRUNK HIGHWAY 92 IN BAGLEY, AT
 DP9735'TRUNK HIGHWAY 2 MILE POINT 91.05.
 DP9735'
 DP9735'THE MARK IS LOCATED 108.0 FT (32.9 M) NORTH OF WESTBOUND TRUNK HIGHWAY
 DP9735'2, 35.5 FT (10.8 M) NORTHEAST OF CABLE MARKER, 1.5 FT (0.5 M) SOUTH OF
 DP9735'A WITNESS POST.
 DP9735'
 DP9735'NOTE - THE STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM
 DP9735'ROD DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION REMOVABLE
 DP9735'DISK SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH
 DP9735'PVC PIPE BACK FILLED WITH WASHED SAND.
 DP9735
 DP9735                          STATION RECOVERY (2021)
 DP9735
 DP9735'RECOVERY NOTE BY MN DEPT OF TRANSP 2021 (TJD)
 DP9735'RECOVERED IN GOOD CONDITION.
 DP9735
 DP9735                          STATION RECOVERY (2022)
 DP9735
 DP9735'RECOVERY NOTE BY MN DEPT OF TRANSP 2022 (FXP)
 DP9735'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DP9734 ***********************************************************************
 DP9734  DESIGNATION -  1503 K
 DP9734  PID         -  DP9734
 DP9734  STATE/COUNTY-  MN/CLEARWATER
 DP9734  COUNTRY     -  US
 DP9734  USGS QUAD   -  SHEVLIN (2019)
 DP9734
 DP9734                         *CURRENT SURVEY CONTROL
 DP9734  ______________________________________________________________________
 DP9734* NAD 83(2011) POSITION- 47 31 48.77278(N) 095 19 48.48651(W)   ADJUSTED
 DP9734* NAD 83(2011) ELLIP HT-   423.138 (meters)        (11/22/22)   ADJUSTED
 DP9734* NAD 83(2011) EPOCH   -  2010.00
 DP9734* NAVD 88 ORTHO HEIGHT -   450.828 (meters)     1479.09  (feet) ADJUSTED
 DP9734  ______________________________________________________________________
 DP9734  GEOID HEIGHT    -        -27.704 (meters)                     GEOID18
 DP9734  NAD 83(2011) X  -   -400,808.809 (meters)                     COMP
 DP9734  NAD 83(2011) Y  - -4,296,020.036 (meters)                     COMP
 DP9734  NAD 83(2011) Z  -  4,682,078.719 (meters)                     COMP
 DP9734  LAPLACE CORR    -         -3.58  (seconds)                    DEFLEC18
 DP9734  DYNAMIC HEIGHT  -        450.874 (meters)     1479.24  (feet) COMP
 DP9734  MODELED GRAVITY -    980,699.8   (mgal)                       NAVD 88
 DP9734
 DP9734  VERT ORDER      -  SECOND    CLASS I
 DP9734
 DP9734  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DP9734  Standards:
 DP9734         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DP9734            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DP9734  -------------------------------------------------------------------
 DP9734  NETWORK    0.95   1.55           0.44   0.31   0.79     -0.14862482
 DP9734  -------------------------------------------------------------------
 DP9734  Click here for local accuracies and other accuracy information.
 DP9734
 DP9734.The horizontal coordinates were established by GPS observations
 DP9734.and adjusted by the MN DEPT OF TRANSP in November 2022.
 DP9734
 DP9734.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DP9734.been affixed to the stable North American tectonic plate. See 
 DP9734.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DP9734
 DP9734.The horizontal coordinates are valid at the epoch date displayed above
 DP9734.which is a decimal equivalence of Year/Month/Day.
 DP9734
 DP9734.The orthometric height was determined by differential leveling and
 DP9734.adjusted by the NATIONAL GEODETIC SURVEY
 DP9734.in August 2019.
 DP9734
 DP9734.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP9734.GEOID18 height accuracy estimate available here.
 DP9734
 DP9734.Click photographs - Photos may exist for this station.
 DP9734
 DP9734.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DP9734
 DP9734.The Laplace correction was computed from DEFLEC18 derived deflections.
 DP9734
 DP9734.The ellipsoidal height was determined by GPS observations
 DP9734.and is referenced to NAD 83.
 DP9734
 DP9734.The dynamic height is computed by dividing the NAVD 88
 DP9734.geopotential number by the normal gravity value computed on the
 DP9734.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP9734.degrees latitude (g = 980.6199 gals.).
 DP9734
 DP9734.The modeled gravity was interpolated from observed gravity values.
 DP9734
 DP9734. The following values were computed from the NAD 83(2011) position.
 DP9734
 DP9734;                    North         East     Units Scale Factor Converg.
 DP9734;SPC MN N     -   216,954.231   632,107.331   MT  0.99991693   -1 39 10.9
 DP9734;SPC MN N     -   711,790.67  2,073,838.80   sFT  0.99991693   -1 39 10.9
 DP9734;UTM  15      - 5,266,719.028   324,614.449   MT  0.99997802   -1 43 09.2
 DP9734
 DP9734!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DP9734!SPC MN N     -   0.99993368  x   0.99991693  =   0.99985062
 DP9734!UTM  15      -   0.99993368  x   0.99997802  =   0.99991170
 DP9734
 DP9734_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUN2461466719(NAD 83)
 DP9734
 DP9734                          SUPERSEDED SURVEY CONTROL
 DP9734
 DP9734.No superseded survey control is available for this station.
 DP9734
 DP9734_MARKER: F = FLANGE-ENCASED ROD
 DP9734_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DP9734_STAMPING: 1503 K 2014
 DP9734_MARK LOGO: MNDT
 DP9734_PROJECTION: RECESSED 5 CENTIMETERS
 DP9734_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DP9734_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DP9734_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP9734+SATELLITE: SATELLITE OBSERVATIONS - August 17, 2022
 DP9734_ROD/PIPE-DEPTH: 19.5 meters
 DP9734
 DP9734  HISTORY     - Date     Condition        Report By
 DP9734  HISTORY     - 20140812 MONUMENTED       MNDT
 DP9734  HISTORY     - 20200205 GOOD             MNDT
 DP9734  HISTORY     - 20220817 GOOD             MNDT
 DP9734
 DP9734                          STATION DESCRIPTION
 DP9734
 DP9734'DESCRIBED BY MN DEPT OF TRANSP 2014
 DP9734'THE STATION IS LOCATED ABOUT 8.8 MI (14.2 KM) SOUTH-SOUTHWEST OF
 DP9734'LEONARD, 3.4 MI (5.5 KM) WEST OF SHEVLIN AND 3.2 MI (5.1 KM) EAST OF
 DP9734'BAGLEY.
 DP9734'
 DP9734'TO REACH THE MARK GO 3.4 MI (5.5 KM) EAST ALONG TRUNK HIGHWAY 2 FROM
 DP9734'THE JUNCTION OF TRUNK HIGHWAY 2 AND TRUNK HIGHWAY 92 IN BAGLEY, AT
 DP9734'TRUNK HIGHWAY 2 MILE POINT 91.8.
 DP9734'
 DP9734'THE MARK IS LOCATED 75.6 FT (23.0 M) NORTH OF WESTBOUND TRUNK HIGHWAY
 DP9734'2, 301 FT (91.7 M) NORTHEAST OF THE NORTHEAST CORNER OF UTILITY
 DP9734'CABINET, 1.5 FT (0.5 M) SOUTH OF A WITNESS POST.
 DP9734'
 DP9734'NOTE - THE STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM
 DP9734'ROD DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION REMOVABLE
 DP9734'DISK SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH
 DP9734'PVC PIPE BACK FILLED WITH WASHED SAND.
 DP9734
 DP9734                          STATION RECOVERY (2020)
 DP9734
 DP9734'RECOVERY NOTE BY MN DEPT OF TRANSP 2020 (KMS)
 DP9734'RECOVERED IN GOOD CONDITION.
 DP9734
 DP9734                          STATION RECOVERY (2022)
 DP9734
 DP9734'RECOVERY NOTE BY MN DEPT OF TRANSP 2022 (AXI)
 DP9734'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DP9730 ***********************************************************************
 DP9730  DESIGNATION -  1503 L
 DP9730  PID         -  DP9730
 DP9730  STATE/COUNTY-  MN/CLEARWATER
 DP9730  COUNTRY     -  US
 DP9730  USGS QUAD   -  SHEVLIN (2019)
 DP9730
 DP9730                         *CURRENT SURVEY CONTROL
 DP9730  ______________________________________________________________________
 DP9730* NAD 83(2011) POSITION- 47 31 45.18185(N) 095 16 09.08203(W)   ADJUSTED
 DP9730* NAD 83(2011) ELLIP HT-   415.934 (meters)        (11/22/22)   ADJUSTED
 DP9730* NAD 83(2011) EPOCH   -  2010.00
 DP9730* NAVD 88 ORTHO HEIGHT -   443.699 (meters)     1455.70  (feet) ADJUSTED
 DP9730  ______________________________________________________________________
 DP9730  GEOID HEIGHT    -        -27.779 (meters)                     GEOID18
 DP9730  NAD 83(2011) X  -   -396,245.961 (meters)                     COMP
 DP9730  NAD 83(2011) Y  - -4,296,520.567 (meters)                     COMP
 DP9730  NAD 83(2011) Z  -  4,681,998.519 (meters)                     COMP
 DP9730  LAPLACE CORR    -         -3.68  (seconds)                    DEFLEC18
 DP9730  DYNAMIC HEIGHT  -        443.744 (meters)     1455.85  (feet) COMP
 DP9730  MODELED GRAVITY -    980,699.8   (mgal)                       NAVD 88
 DP9730
 DP9730  VERT ORDER      -  SECOND    CLASS I
 DP9730
 DP9730  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DP9730  Standards:
 DP9730         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DP9730            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DP9730  -------------------------------------------------------------------
 DP9730  NETWORK    0.95   1.57           0.44   0.31   0.80     -0.15086714
 DP9730  -------------------------------------------------------------------
 DP9730  Click here for local accuracies and other accuracy information.
 DP9730
 DP9730.The horizontal coordinates were established by GPS observations
 DP9730.and adjusted by the MN DEPT OF TRANSP in November 2022.
 DP9730
 DP9730.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DP9730.been affixed to the stable North American tectonic plate. See 
 DP9730.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DP9730
 DP9730.The horizontal coordinates are valid at the epoch date displayed above
 DP9730.which is a decimal equivalence of Year/Month/Day.
 DP9730
 DP9730.The orthometric height was determined by differential leveling and
 DP9730.adjusted by the NATIONAL GEODETIC SURVEY
 DP9730.in August 2019.
 DP9730
 DP9730.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP9730.GEOID18 height accuracy estimate available here.
 DP9730
 DP9730.Click photographs - Photos may exist for this station.
 DP9730
 DP9730.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DP9730
 DP9730.The Laplace correction was computed from DEFLEC18 derived deflections.
 DP9730
 DP9730.The ellipsoidal height was determined by GPS observations
 DP9730.and is referenced to NAD 83.
 DP9730
 DP9730.The dynamic height is computed by dividing the NAVD 88
 DP9730.geopotential number by the normal gravity value computed on the
 DP9730.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP9730.degrees latitude (g = 980.6199 gals.).
 DP9730
 DP9730.The modeled gravity was interpolated from observed gravity values.
 DP9730
 DP9730. The following values were computed from the NAD 83(2011) position.
 DP9730
 DP9730;                    North         East     Units Scale Factor Converg.
 DP9730;SPC MN N     -   216,712.818   636,691.211   MT  0.99991702   -1 36 28.2
 DP9730;SPC MN N     -   710,998.64  2,088,877.75   sFT  0.99991702   -1 36 28.2
 DP9730;UTM  15      - 5,266,472.300   329,198.281   MT  0.99995852   -1 40 27.1
 DP9730
 DP9730!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DP9730!SPC MN N     -   0.99993481  x   0.99991702  =   0.99985184
 DP9730!UTM  15      -   0.99993481  x   0.99995852  =   0.99989333
 DP9730
 DP9730_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUN2919866472(NAD 83)
 DP9730
 DP9730                          SUPERSEDED SURVEY CONTROL
 DP9730
 DP9730.No superseded survey control is available for this station.
 DP9730
 DP9730_MARKER: F = FLANGE-ENCASED ROD
 DP9730_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DP9730_STAMPING: 1503 L 2014
 DP9730_MARK LOGO: MNDT
 DP9730_PROJECTION: RECESSED 5 CENTIMETERS
 DP9730_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DP9730_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DP9730_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP9730+SATELLITE: SATELLITE OBSERVATIONS - August 17, 2022
 DP9730_ROD/PIPE-DEPTH: 10.1 meters
 DP9730
 DP9730  HISTORY     - Date     Condition        Report By
 DP9730  HISTORY     - 20140812 MONUMENTED       MNDT
 DP9730  HISTORY     - 20220817 GOOD             MNDT
 DP9730
 DP9730                          STATION DESCRIPTION
 DP9730
 DP9730'DESCRIBED BY MN DEPT OF TRANSP 2014
 DP9730'THE STATION IS LOCATED ABOUT 6.6 MI (10.6 KM) WEST OF SOLWAY, 6.1 MI
 DP9730'(9.8 KM) EAST OF BAGLEY AND IN THE TOWN OF SHEVLIN, MN.
 DP9730'
 DP9730'TO REACH THE MARK GO 0.5 MI (0.8 KM) WEST ALONG TRUNK HIGHWAY 2 FROM
 DP9730'THE JUNCTION OF TRUNK HIGHWAY 2 AND COUNTY ROAD 2 NORTH IN SHEVLIN, AT
 DP9730'TRUNK HIGHWAY 2 MILE POINT 94.65.
 DP9730'
 DP9730'THE MARK IS LOCATED 62.4 FT (19.0 M) NORTH OF WESTBOUND TRUNK HIGHWAY
 DP9730'2, 32.5 FT (9.9 M) WEST OF 243RD AVENUE EXIT, 30 FT (9.1 M) WEST OF
 DP9730'DRIVEWAY, 1.5 FT (0.5 M) SOUTH OF A WITNESS POST.
 DP9730'
 DP9730'NOTE - THE STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM
 DP9730'ROD DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION REMOVABLE
 DP9730'DISK SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH
 DP9730'PVC PIPE BACK FILLED WITH WASHED SAND.
 DP9730
 DP9730                          STATION RECOVERY (2022)
 DP9730
 DP9730'RECOVERY NOTE BY MN DEPT OF TRANSP 2022 (AXH)
 DP9730'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DP9729 ***********************************************************************
 DP9729  DESIGNATION -  1503 M
 DP9729  PID         -  DP9729
 DP9729  STATE/COUNTY-  MN/CLEARWATER
 DP9729  COUNTRY     -  US
 DP9729  USGS QUAD   -  SOLWAY (2019)
 DP9729
 DP9729                         *CURRENT SURVEY CONTROL
 DP9729  ______________________________________________________________________
 DP9729* NAD 83(2011) POSITION- 47 31 50.16591(N) 095 14 52.03284(W)   ADJUSTED
 DP9729* NAD 83(2011) ELLIP HT-   412.945 (meters)        (11/22/22)   ADJUSTED
 DP9729* NAD 83(2011) EPOCH   -  2010.00
 DP9729* NAVD 88 ORTHO HEIGHT -   440.742 (meters)     1446.00  (feet) ADJUSTED
 DP9729  ______________________________________________________________________
 DP9729  GEOID HEIGHT    -        -27.804 (meters)                     GEOID18
 DP9729  NAD 83(2011) X  -   -394,630.419 (meters)                     COMP
 DP9729  NAD 83(2011) Y  - -4,296,553.201 (meters)                     COMP
 DP9729  NAD 83(2011) Z  -  4,682,100.252 (meters)                     COMP
 DP9729  LAPLACE CORR    -         -3.53  (seconds)                    DEFLEC18
 DP9729  DYNAMIC HEIGHT  -        440.786 (meters)     1446.15  (feet) COMP
 DP9729  MODELED GRAVITY -    980,700.1   (mgal)                       NAVD 88
 DP9729
 DP9729  VERT ORDER      -  SECOND    CLASS I
 DP9729
 DP9729  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DP9729  Standards:
 DP9729         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DP9729            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DP9729  -------------------------------------------------------------------
 DP9729  NETWORK    0.94   1.55           0.44   0.30   0.79     -0.17466520
 DP9729  -------------------------------------------------------------------
 DP9729  Click here for local accuracies and other accuracy information.
 DP9729
 DP9729.The horizontal coordinates were established by GPS observations
 DP9729.and adjusted by the MN DEPT OF TRANSP in November 2022.
 DP9729
 DP9729.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DP9729.been affixed to the stable North American tectonic plate. See 
 DP9729.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DP9729
 DP9729.The horizontal coordinates are valid at the epoch date displayed above
 DP9729.which is a decimal equivalence of Year/Month/Day.
 DP9729
 DP9729.The orthometric height was determined by differential leveling and
 DP9729.adjusted by the NATIONAL GEODETIC SURVEY
 DP9729.in August 2019.
 DP9729
 DP9729.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP9729.GEOID18 height accuracy estimate available here.
 DP9729
 DP9729.Click photographs - Photos may exist for this station.
 DP9729
 DP9729.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DP9729
 DP9729.The Laplace correction was computed from DEFLEC18 derived deflections.
 DP9729
 DP9729.The ellipsoidal height was determined by GPS observations
 DP9729.and is referenced to NAD 83.
 DP9729
 DP9729.The dynamic height is computed by dividing the NAVD 88
 DP9729.geopotential number by the normal gravity value computed on the
 DP9729.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP9729.degrees latitude (g = 980.6199 gals.).
 DP9729
 DP9729.The modeled gravity was interpolated from observed gravity values.
 DP9729
 DP9729. The following values were computed from the NAD 83(2011) position.
 DP9729
 DP9729;                    North         East     Units Scale Factor Converg.
 DP9729;SPC MN N     -   216,821.678   638,306.375   MT  0.99991690   -1 35 31.1
 DP9729;SPC MN N     -   711,355.79  2,094,176.83   sFT  0.99991690   -1 35 31.1
 DP9729;UTM  15      - 5,266,579.292   330,813.632   MT  0.99995177   -1 39 30.4
 DP9729
 DP9729!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DP9729!SPC MN N     -   0.99993528  x   0.99991690  =   0.99985218
 DP9729!UTM  15      -   0.99993528  x   0.99995177  =   0.99988705
 DP9729
 DP9729_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUN3081366579(NAD 83)
 DP9729
 DP9729                          SUPERSEDED SURVEY CONTROL
 DP9729
 DP9729.No superseded survey control is available for this station.
 DP9729
 DP9729_MARKER: F = FLANGE-ENCASED ROD
 DP9729_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DP9729_STAMPING: 1503 M 2014
 DP9729_MARK LOGO: MNDT
 DP9729_PROJECTION: RECESSED 8 CENTIMETERS
 DP9729_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DP9729_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DP9729_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP9729+SATELLITE: SATELLITE OBSERVATIONS - August 17, 2022
 DP9729_ROD/PIPE-DEPTH: 8.2 meters
 DP9729
 DP9729  HISTORY     - Date     Condition        Report By
 DP9729  HISTORY     - 20140811 MONUMENTED       MNDT
 DP9729  HISTORY     - 20220817 GOOD             MNDT
 DP9729
 DP9729                          STATION DESCRIPTION
 DP9729
 DP9729'DESCRIBED BY MN DEPT OF TRANSP 2014
 DP9729'THE STATION IS LOCATED ABOUT 7.1 MI (11.4 KM) EAST OF BAGLEY, 5.6 MI
 DP9729'(9.0 KM) WEST OF SOLWAY AND IN THE TOWN OF SHEVLIN, MN.
 DP9729'
 DP9729'TO REACH THE MARK GO 0.5 MI (0.8 KM) EAST ALONG TRUNK HIGHWAY 2 FROM
 DP9729'THE JUNCTION OF TRUNK HIGHWAY 2 AND COUNTY ROAD 2 NORTH IN SHEVLIN, AT
 DP9729'TRUNK HIGHWAY 2 MILE POINT 95.65.
 DP9729'
 DP9729'TO REACH THE MARK GO 99.8 FT (30.4 M) NORTH OF WESTBOUND TRUNK HIGHWAY
 DP9729'2, 118.6 FT (36.1 M) EAST OF COUNTY ROAD 2 SOUTH EXIT, 34.8 FT (10.6
 DP9729'M) EAST OF ENTRANCE TO JCS INCORPORATED, 3.3 FT (1.0 M) SOUTH OF
 DP9729'RIGHT-OF-WAY POST, 1.5 FT (0.5 M) WEST OF A WITNESS POST.
 DP9729'
 DP9729'NOTE - THE STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM
 DP9729'ROD DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION REMOVABLE
 DP9729'DISK SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH
 DP9729'PVC PIPE BACK FILLED WITH WASHED SAND.
 DP9729
 DP9729                          STATION RECOVERY (2022)
 DP9729
 DP9729'RECOVERY NOTE BY MN DEPT OF TRANSP 2022 (AXH)
 DP9729'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DP9769 ***********************************************************************
 DP9769  DESIGNATION -  1503 N
 DP9769  PID         -  DP9769
 DP9769  STATE/COUNTY-  MN/CLEARWATER
 DP9769  COUNTRY     -  US
 DP9769  USGS QUAD   -  SHEVLIN (2019)
 DP9769
 DP9769                         *CURRENT SURVEY CONTROL
 DP9769  ______________________________________________________________________
 DP9769* NAD 83(1986) POSITION- 47 31 54.97   (N) 095 20 51.16   (W)   HD_HELD1
 DP9769* NAVD 88 ORTHO HEIGHT -   454.975 (meters)     1492.70  (feet) ADJUSTED
 DP9769  ______________________________________________________________________
 DP9769  GEOID HEIGHT    -        -27.683 (meters)                     GEOID18
 DP9769  DYNAMIC HEIGHT  -        455.021 (meters)     1492.85  (feet) COMP
 DP9769  MODELED GRAVITY -    980,700.1   (mgal)                       NAVD 88
 DP9769
 DP9769  VERT ORDER      -  SECOND    CLASS I
 DP9769
 DP9769.The horizontal coordinates were determined by differentially corrected
 DP9769.hand held GPS observations or other comparable positioning techniques
 DP9769.and have an estimated accuracy of +/- 3 meters.
 DP9769
 DP9769.The orthometric height was determined by differential leveling and
 DP9769.adjusted by the NATIONAL GEODETIC SURVEY
 DP9769.in August 2019.
 DP9769
 DP9769.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP9769.GEOID18 height accuracy estimate available here.
 DP9769
 DP9769.Click photographs - Photos may exist for this station.
 DP9769
 DP9769.The dynamic height is computed by dividing the NAVD 88
 DP9769.geopotential number by the normal gravity value computed on the
 DP9769.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP9769.degrees latitude (g = 980.6199 gals.).
 DP9769
 DP9769.The modeled gravity was interpolated from observed gravity values.
 DP9769
 DP9769;                    North         East    Units  Estimated Accuracy
 DP9769;SPC MN N     -   217,183.5     630,802.6     MT  (+/- 3 meters HH1 GPS) 
 DP9769
 DP9769_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUN2330966949(NAD 83)
 DP9769
 DP9769                          SUPERSEDED SURVEY CONTROL
 DP9769
 DP9769.No superseded survey control is available for this station.
 DP9769
 DP9769_MARKER: DD = SURVEY DISK
 DP9769_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DP9769_SP_SET: FOOTING
 DP9769_MARK LOGO: MNDT
 DP9769_MAGNETIC: N = NO MAGNETIC MATERIAL
 DP9769_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DP9769_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DP9769+SATELLITE: SATELLITE OBSERVATIONS - March 23, 2015
 DP9769
 DP9769  HISTORY     - Date     Condition        Report By
 DP9769  HISTORY     - 20121218 MONUMENTED       MNDT
 DP9769  HISTORY     - 20150323 GOOD             MNDT
 DP9769
 DP9769                          STATION DESCRIPTION
 DP9769
 DP9769'DESCRIBED BY MN DEPT OF TRANSP 2015 (NJL)
 DP9769'THE STATION IS LOCATED ABOUT 8.9 MI (14.3 KM) EAST-NORTHEAST OF EBRO,
 DP9769'4.2 MI (6.8 KM) WEST OF SHEVLIN AND 2.5 MI (4.0 KM) EAST-NORTHEAST OF
 DP9769'BAGLEY.
 DP9769'
 DP9769'TO REACH THE MARK GO 2.3 MI (3.7 KM) EAST ALONG TRUNK HIGHWAY 2 FROM
 DP9769'THE JUNCTION OF TRUNK HIGHWAY 2 AND TRUNK HIGHWAY 92 IN BAGLEY TO
 DP9769'TRUNK HIGHWAY 2 MILE POINT 91.25, THEN 0.3 MI (0.5 KM) EAST AND NORTH
 DP9769'ON BITUMINOUS DRIVE TO MNDOT MAINTENANCE YARD.
 DP9769'
 DP9769'THE MARK IS LOCATED 65 FT (19.8 M) SOUTH OF GATE, 50 FT (15.2 M) WEST
 DP9769'OF BITUMINOUS DRIVE, STATION IS ON THE TOP OF CONCRETE PILLAR.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 AH9854 ***********************************************************************
 AH9854  DESIGNATION -  1504 A
 AH9854  PID         -  AH9854
 AH9854  STATE/COUNTY-  MN/CLEARWATER
 AH9854  COUNTRY     -  US
 AH9854  USGS QUAD   -  ZERKEL (2019)
 AH9854
 AH9854                         *CURRENT SURVEY CONTROL
 AH9854  ______________________________________________________________________
 AH9854* NAD 83(1986) POSITION- 47 18 39.64   (N) 095 24 11.96   (W)   HD_HELD1
 AH9854* NAVD 88 ORTHO HEIGHT -   457.923 (meters)     1502.37  (feet) ADJUSTED
 AH9854  ______________________________________________________________________
 AH9854  GEOID HEIGHT    -        -27.464 (meters)                     GEOID18
 AH9854  DYNAMIC HEIGHT  -        457.959 (meters)     1502.49  (feet) COMP
 AH9854  MODELED GRAVITY -    980,676.3   (mgal)                       NAVD 88
 AH9854
 AH9854  VERT ORDER      -  SECOND    CLASS I
 AH9854
 AH9854.The horizontal coordinates were determined by differentially corrected
 AH9854.hand held GPS observations or other comparable positioning techniques
 AH9854.and have an estimated accuracy of +/- 3 meters.
 AH9854
 AH9854.The orthometric height was determined by differential leveling and
 AH9854.adjusted by the NATIONAL GEODETIC SURVEY
 AH9854.in August 2019.
 AH9854
 AH9854.Significant digits in the geoid height do not necessarily reflect accuracy.
 AH9854.GEOID18 height accuracy estimate available here.
 AH9854
 AH9854.Click photographs - Photos may exist for this station.
 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     -   192,757.5     625,873.1     MT  (+/- 3 meters HH1 GPS) 
 AH9854
 AH9854_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUN1835342527(NAD 83)
 AH9854
 AH9854                          SUPERSEDED SURVEY CONTROL
 AH9854
 AH9854  NAVD 88 (06/02/04)  457.922  (m)         1502.37   (f) SUPERSEDED  2 1
 AH9854
 AH9854.Superseded values are not recommended for survey control.
 AH9854
 AH9854.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH9854.See file dsdata.pdf to determine how the superseded data were derived.
 AH9854
 AH9854_MARKER: DV = VERTICAL CONTROL DISK
 AH9854_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 AH9854_STAMPING: 1504 A 1992
 AH9854_MARK LOGO: MNDT
 AH9854_PROJECTION: 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 NOT SUITABLE FOR
 AH9854+SATELLITE: SATELLITE OBSERVATIONS - August 01, 2023
 AH9854_ROD/PIPE-DEPTH: 10.7 meters
 AH9854
 AH9854  HISTORY     - Date     Condition        Report By
 AH9854  HISTORY     - 1992     MONUMENTED       MNDT
 AH9854  HISTORY     - 19970930 GOOD             MNDT
 AH9854  HISTORY     - 20140630 GOOD             MNDT
 AH9854  HISTORY     - 20190917 GOOD             MNDT
 AH9854  HISTORY     - 20230801 GOOD             MNDT
 AH9854
 AH9854                          STATION DESCRIPTION
 AH9854
 AH9854'DESCRIBED BY MN DEPT OF TRANSP 1992 (HTS)
 AH9854'THE MARK IS 1 MI (1.6 KM) WEST OF ZERKEL, 1.0 MI (1.6 KM) WEST ALONG
 AH9854'TH 200 FROM JCT OF TH 200 AND TH 92 IN ZERKEL, AT TH 200 MP 73.45, 60
 AH9854'FT (18.3 M) NORTH OF TH 200, 100 FT (30.5 M) EAST OF CO RD 103, 47.3
 AH9854'FT (14.4 M) SE OF P-POLE, AND 1.0 FT (0.3 M) SOUTH OF WIT POST.
 AH9854
 AH9854                          STATION RECOVERY (1997)
 AH9854
 AH9854'RECOVERY NOTE BY MN DEPT OF TRANSP 1997 (DKH)
 AH9854'THE MARK WAS RECOVERED IN GOOD CONDITION.  THE MARK IS LOCATED ABOUT 1
 AH9854'MI (1.6 KM) WEST OF ZERKEL, 1.0 MI (1.6 KM) WEST ALONG TH 200 FROM JCT
 AH9854'OF TH 200 AND TH 92, AT TH 200 MP 73.45, 60 FT (18.3 M) NORTH OF TH
 AH9854'200, 100 FT (30.5 M) EAST OF CO RD 103, 47.3 FT (14.4 M) SE OF P-POLE,
 AH9854'1.0 FT (0.3 M) SOUTH OF WIT POST.
 AH9854
 AH9854                          STATION RECOVERY (2014)
 AH9854
 AH9854'RECOVERY NOTE BY MN DEPT OF TRANSP 2014 (MAS)
 AH9854'RECOVERED AS DESCRIBED.
 AH9854
 AH9854                          STATION RECOVERY (2019)
 AH9854
 AH9854'RECOVERY NOTE BY MN DEPT OF TRANSP 2019 (KMS)
 AH9854'RECOVERED AS DESCRIBED.
 AH9854
 AH9854                          STATION RECOVERY (2023)
 AH9854
 AH9854'RECOVERY NOTE BY MN DEPT OF TRANSP 2023 (KMS)
 AH9854'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 AH9855 ***********************************************************************
 AH9855  DESIGNATION -  1504 B
 AH9855  PID         -  AH9855
 AH9855  STATE/COUNTY-  MN/CLEARWATER
 AH9855  COUNTRY     -  US
 AH9855  USGS QUAD   -  ZERKEL (2019)
 AH9855
 AH9855                         *CURRENT SURVEY CONTROL
 AH9855  ______________________________________________________________________
 AH9855* NAD 83(2011) POSITION- 47 18 39.50935(N) 095 25 30.68934(W)   ADJUSTED
 AH9855* NAD 83(2011) ELLIP HT-   424.634 (meters)        (08/28/24)   ADJUSTED
 AH9855* NAD 83(2011) EPOCH   -  2010.00
 AH9855* NAVD 88 ORTHO HEIGHT -   452.076 (meters)     1483.19  (feet) ADJUSTED
 AH9855  ______________________________________________________________________
 AH9855  GEOID HEIGHT    -        -27.455 (meters)                     GEOID18
 AH9855  NAD 83(2011) X  -   -409,632.689 (meters)                     COMP
 AH9855  NAD 83(2011) Y  - -4,313,219.155 (meters)                     COMP
 AH9855  NAD 83(2011) Z  -  4,665,586.416 (meters)                     COMP
 AH9855  LAPLACE CORR    -         -1.25  (seconds)                    DEFLEC18
 AH9855  DYNAMIC HEIGHT  -        452.111 (meters)     1483.30  (feet) COMP
 AH9855  MODELED GRAVITY -    980,678.2   (mgal)                       NAVD 88
 AH9855
 AH9855  VERT ORDER      -  SECOND    CLASS I
 AH9855
 AH9855  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AH9855  Standards:
 AH9855         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AH9855            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AH9855  -------------------------------------------------------------------
 AH9855  NETWORK    0.51   0.71           0.23   0.18   0.36     -0.13328541
 AH9855  -------------------------------------------------------------------
 AH9855  Click here for local accuracies and other accuracy information.
 AH9855
 AH9855.The horizontal coordinates were established by GPS observations
 AH9855.and adjusted by the MN DEPT OF TRANSP in August 2024.
 AH9855
 AH9855.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AH9855.been affixed to the stable North American tectonic plate. See 
 AH9855.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AH9855
 AH9855.The horizontal coordinates are valid at the epoch date displayed above
 AH9855.which is a decimal equivalence of Year/Month/Day.
 AH9855
 AH9855.The orthometric height was determined by differential leveling and
 AH9855.adjusted by the NATIONAL GEODETIC SURVEY
 AH9855.in August 2019.
 AH9855
 AH9855.Significant digits in the geoid height do not necessarily reflect accuracy.
 AH9855.GEOID18 height accuracy estimate available here.
 AH9855
 AH9855.Click photographs - Photos may exist for this station.
 AH9855
 AH9855.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AH9855
 AH9855.The Laplace correction was computed from DEFLEC18 derived deflections.
 AH9855
 AH9855.The ellipsoidal height was determined by GPS observations
 AH9855.and is referenced to NAD 83.
 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. The following values were computed from the NAD 83(2011) position.
 AH9855
 AH9855;                    North         East     Units Scale Factor Converg.
 AH9855;SPC MN N     -   192,802.959   624,220.217   MT  0.99994444   -1 43 24.5
 AH9855;SPC MN N     -   632,554.37  2,047,962.50   sFT  0.99994444   -1 43 24.5
 AH9855;UTM  15      - 5,242,574.848   316,700.277   MT  1.00001293   -1 46 59.2
 AH9855
 AH9855!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH9855!SPC MN N     -   0.99993345  x   0.99994444  =   0.99987789
 AH9855!UTM  15      -   0.99993345  x   1.00001293  =   0.99994637
 AH9855
 AH9855_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUN1670042574(NAD 83)
 AH9855
 AH9855                          SUPERSEDED SURVEY CONTROL
 AH9855
 AH9855  NAVD 88 (06/02/04)  452.076  (m)         1483.19   (f) SUPERSEDED  2 1
 AH9855
 AH9855.Superseded values are not recommended for survey control.
 AH9855
 AH9855.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH9855.See file dsdata.pdf to determine how the superseded data were derived.
 AH9855
 AH9855_MARKER: DV = VERTICAL CONTROL DISK
 AH9855_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 AH9855_STAMPING: 1504 B 1992
 AH9855_MARK LOGO: MNDT
 AH9855_PROJECTION: RECESSED 5 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 SUITABLE FOR
 AH9855+SATELLITE: SATELLITE OBSERVATIONS - December 12, 2023
 AH9855_ROD/PIPE-DEPTH: 61.0 meters
 AH9855
 AH9855  HISTORY     - Date     Condition        Report By
 AH9855  HISTORY     - 1992     MONUMENTED       MNDT
 AH9855  HISTORY     - 20190917 GOOD             MNDT
 AH9855  HISTORY     - 20231212 GOOD             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.
 AH9855
 AH9855                          STATION RECOVERY (2019)
 AH9855
 AH9855'RECOVERY NOTE BY MN DEPT OF TRANSP 2019 (KMS)
 AH9855'RECOVERED AS DESCRIBED.
 AH9855
 AH9855                          STATION RECOVERY (2023)
 AH9855
 AH9855'RECOVERY NOTE BY MN DEPT OF TRANSP 2023 (KMS)
 AH9855'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 AH9856 ***********************************************************************
 AH9856  DESIGNATION -  1504 C
 AH9856  PID         -  AH9856
 AH9856  STATE/COUNTY-  MN/CLEARWATER
 AH9856  COUNTRY     -  US
 AH9856  USGS QUAD   -  ZERKEL (2019)
 AH9856
 AH9856                         *CURRENT SURVEY CONTROL
 AH9856  ______________________________________________________________________
 AH9856* NAD 83(1986) POSITION- 47 18 38.     (N) 095 26 27.     (W)   SCALED
 AH9856* NAVD 88 ORTHO HEIGHT -   445.839 (meters)     1462.72  (feet) ADJUSTED
 AH9856  ______________________________________________________________________
 AH9856  GEOID HEIGHT    -        -27.447 (meters)                     GEOID18
 AH9856  DYNAMIC HEIGHT  -        445.874 (meters)     1462.84  (feet) COMP
 AH9856  MODELED GRAVITY -    980,678.7   (mgal)                       NAVD 88
 AH9856
 AH9856  VERT ORDER      -  SECOND    CLASS I
 AH9856
 AH9856.The horizontal coordinates were scaled from a map and have
 AH9856.an estimated accuracy of +/- 6 seconds.
 AH9856
 AH9856.The orthometric height was determined by differential leveling and
 AH9856.adjusted by the NATIONAL GEODETIC SURVEY
 AH9856.in August 2019.
 AH9856
 AH9856.Significant digits in the geoid height do not necessarily reflect accuracy.
 AH9856.GEOID18 height accuracy estimate available here.
 AH9856
 AH9856.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUN155425(NAD 83)
 AH9856
 AH9856                          SUPERSEDED SURVEY CONTROL
 AH9856
 AH9856  NAVD 88 (06/02/04)  445.840  (m)         1462.73   (f) SUPERSEDED  2 1
 AH9856
 AH9856.Superseded values are not recommended for survey control.
 AH9856
 AH9856.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH9856.See file dsdata.pdf to determine how the superseded data were derived.
 AH9856
 AH9856_MARKER: DV = VERTICAL CONTROL DISK
 AH9856_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 AH9856_STAMPING: 1504 C 1992
 AH9856_MARK LOGO: MNDT
 AH9856_PROJECTION: RECESSED 3 CENTIMETERS
 AH9856_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AH9856_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AH9856_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AH9856+SATELLITE: SATELLITE OBSERVATIONS - August 01, 2023
 AH9856_ROD/PIPE-DEPTH: 15.2 meters
 AH9856
 AH9856  HISTORY     - Date     Condition        Report By
 AH9856  HISTORY     - 1992     MONUMENTED       MNDT
 AH9856  HISTORY     - 20190917 GOOD             MNDT
 AH9856  HISTORY     - 20230801 GOOD             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.
 AH9856
 AH9856                          STATION RECOVERY (2019)
 AH9856
 AH9856'RECOVERY NOTE BY MN DEPT OF TRANSP 2019 (KMS)
 AH9856'RECOVERED AS DESCRIBED.
 AH9856
 AH9856                          STATION RECOVERY (2023)
 AH9856
 AH9856'RECOVERY NOTE BY MN DEPT OF TRANSP 2023 (KMS)
 AH9856'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 AH9859 ***********************************************************************
 AH9859  DESIGNATION -  1504 E
 AH9859  PID         -  AH9859
 AH9859  STATE/COUNTY-  MN/CLEARWATER
 AH9859  COUNTRY     -  US
 AH9859  USGS QUAD   -  ZERKEL (2019)
 AH9859
 AH9859                         *CURRENT SURVEY CONTROL
 AH9859  ______________________________________________________________________
 AH9859* NAD 83(1986) POSITION- 47 18 45.     (N) 095 29 20.     (W)   SCALED
 AH9859* NAVD 88 ORTHO HEIGHT -   463.389 (meters)     1520.30  (feet) ADJUSTED
 AH9859  ______________________________________________________________________
 AH9859  GEOID HEIGHT    -        -27.415 (meters)                     GEOID18
 AH9859  DYNAMIC HEIGHT  -        463.423 (meters)     1520.41  (feet) COMP
 AH9859  MODELED GRAVITY -    980,671.7   (mgal)                       NAVD 88
 AH9859
 AH9859  VERT ORDER      -  SECOND    CLASS I
 AH9859
 AH9859.The horizontal coordinates were scaled from a map and have
 AH9859.an estimated accuracy of +/- 6 seconds.
 AH9859
 AH9859.The orthometric height was determined by differential leveling and
 AH9859.adjusted by the NATIONAL GEODETIC SURVEY
 AH9859.in August 2019.
 AH9859
 AH9859.Significant digits in the geoid height do not necessarily reflect accuracy.
 AH9859.GEOID18 height accuracy estimate available here.
 AH9859
 AH9859.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUN118428(NAD 83)
 AH9859
 AH9859                          SUPERSEDED SURVEY CONTROL
 AH9859
 AH9859  NAVD 88 (06/02/04)  463.393  (m)         1520.32   (f) SUPERSEDED  2 1
 AH9859
 AH9859.Superseded values are not recommended for survey control.
 AH9859
 AH9859.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH9859.See file dsdata.pdf to determine how the superseded data were derived.
 AH9859
 AH9859_MARKER: DV = VERTICAL CONTROL DISK
 AH9859_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 AH9859_STAMPING: 1504 E 1992
 AH9859_MARK LOGO: MNDT
 AH9859_PROJECTION: FLUSH
 AH9859_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AH9859_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AH9859_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AH9859+SATELLITE: SATELLITE OBSERVATIONS - August 01, 2023
 AH9859_ROD/PIPE-DEPTH: 24.4 meters
 AH9859
 AH9859  HISTORY     - Date     Condition        Report By
 AH9859  HISTORY     - 1992     MONUMENTED       MNDT
 AH9859  HISTORY     - 20190917 GOOD             MNDT
 AH9859  HISTORY     - 20230801 GOOD             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.
 AH9859
 AH9859                          STATION RECOVERY (2019)
 AH9859
 AH9859'RECOVERY NOTE BY MN DEPT OF TRANSP 2019 (KMS)
 AH9859'RECOVERED AS DESCRIBED.
 AH9859
 AH9859                          STATION RECOVERY (2023)
 AH9859
 AH9859'RECOVERY NOTE BY MN DEPT OF TRANSP 2023 (KMS)
 AH9859'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 AH9861 ***********************************************************************
 AH9861  DESIGNATION -  1504 F
 AH9861  PID         -  AH9861
 AH9861  STATE/COUNTY-  MN/CLEARWATER
 AH9861  COUNTRY     -  US
 AH9861  USGS QUAD   -  ROY LAKE (2019)
 AH9861
 AH9861                         *CURRENT SURVEY CONTROL
 AH9861  ______________________________________________________________________
 AH9861* NAD 83(1986) POSITION- 47 19 09.53   (N) 095 32 02.43   (W)   HD_HELD1
 AH9861* NAVD 88 ORTHO HEIGHT -   473.467 (meters)     1553.37  (feet) ADJUSTED
 AH9861  ______________________________________________________________________
 AH9861  GEOID HEIGHT    -        -27.393 (meters)                     GEOID18
 AH9861  DYNAMIC HEIGHT  -        473.501 (meters)     1553.48  (feet) COMP
 AH9861  MODELED GRAVITY -    980,670.9   (mgal)                       NAVD 88
 AH9861
 AH9861  VERT ORDER      -  SECOND    CLASS I
 AH9861
 AH9861.The horizontal coordinates were determined by differentially corrected
 AH9861.hand held GPS observations or other comparable positioning techniques
 AH9861.and have an estimated accuracy of +/- 3 meters.
 AH9861
 AH9861.The orthometric height was determined by differential leveling and
 AH9861.adjusted by the NATIONAL GEODETIC SURVEY
 AH9861.in August 2019.
 AH9861
 AH9861.Significant digits in the geoid height do not necessarily reflect accuracy.
 AH9861.GEOID18 height accuracy estimate available here.
 AH9861
 AH9861.Click photographs - Photos may exist for this station.
 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     -   193,982.8     616,025.7     MT  (+/- 3 meters HH1 GPS) 
 AH9861
 AH9861_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUN0850643763(NAD 83)
 AH9861
 AH9861                          SUPERSEDED SURVEY CONTROL
 AH9861
 AH9861  NAVD 88 (06/02/04)  473.474  (m)         1553.39   (f) SUPERSEDED  2 1
 AH9861
 AH9861.Superseded values are not recommended for survey control.
 AH9861
 AH9861.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH9861.See file dsdata.pdf to determine how the superseded data were derived.
 AH9861
 AH9861_MARKER: DV = VERTICAL CONTROL DISK
 AH9861_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 AH9861_STAMPING: 1504 F 1992
 AH9861_MARK LOGO: MNDT
 AH9861_PROJECTION: FLUSH
 AH9861_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AH9861_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AH9861_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH9861+SATELLITE: SATELLITE OBSERVATIONS - August 01, 2023
 AH9861_ROD/PIPE-DEPTH: 10.1 meters
 AH9861
 AH9861  HISTORY     - Date     Condition        Report By
 AH9861  HISTORY     - 1992     MONUMENTED       MNDT
 AH9861  HISTORY     - 20190917 GOOD             MNDT
 AH9861  HISTORY     - 20230801 GOOD             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.
 AH9861
 AH9861                          STATION RECOVERY (2019)
 AH9861
 AH9861'RECOVERY NOTE BY MN DEPT OF TRANSP 2019 (KMS)
 AH9861'RECOVERED AS DESCRIBED.
 AH9861
 AH9861                          STATION RECOVERY (2023)
 AH9861
 AH9861'RECOVERY NOTE BY MN DEPT OF TRANSP 2023 (KMS)
 AH9861'1.0 MI (1.6 KM) SOUTHEAST OF ROY LAKE, 1.0 MI (1.6 KM) EAST-SOUTHEAST
 AH9861'ALONG TRUNK HIGHWAY 200 FROM THE JUNCTION OF TRUNK HIGHWAY 200 AND
 AH9861'COUNTY ROAD 7 IN ROY LAKE, AT TRUNK HIGHWAY 200 MILE POINT 67.15, 96.0
 AH9861'FT (29.3 M) SOUTH-SOUTHWEST OF TRUNK HIGHWAY 200, 15.0 FT (4.6 M) EAST
 AH9861'OF OLD PAVILION CIR, 2.2 FT (0.7 M) NORTH OF A POWER POLE, 1.0 FT (0.3
 AH9861'M) SOUTH OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DR7630 ***********************************************************************
 DR7630  DESIGNATION -  1504 G
 DR7630  PID         -  DR7630
 DR7630  STATE/COUNTY-  MN/CLEARWATER
 DR7630  COUNTRY     -  US
 DR7630  USGS QUAD   -  ZERKEL (2019)
 DR7630
 DR7630                         *CURRENT SURVEY CONTROL
 DR7630  ______________________________________________________________________
 DR7630* NAD 83(2011) POSITION- 47 18 39.39912(N) 095 26 46.19382(W)   ADJUSTED
 DR7630* NAD 83(2011) ELLIP HT-   416.549 (meters)        (08/28/24)   ADJUSTED
 DR7630* NAD 83(2011) EPOCH   -  2010.00
 DR7630* NAVD 88 ORTHO HEIGHT -   443.983 (meters)     1456.63  (feet) ADJUSTED
 DR7630  ______________________________________________________________________
 DR7630  GEOID HEIGHT    -        -27.445 (meters)                     GEOID18
 DR7630  NAD 83(2011) X  -   -411,211.259 (meters)                     COMP
 DR7630  NAD 83(2011) Y  - -4,313,065.951 (meters)                     COMP
 DR7630  NAD 83(2011) Z  -  4,665,578.165 (meters)                     COMP
 DR7630  LAPLACE CORR    -         -1.77  (seconds)                    DEFLEC18
 DR7630  DYNAMIC HEIGHT  -        444.018 (meters)     1456.75  (feet) COMP
 DR7630  MODELED GRAVITY -    980,678.4   (mgal)                       NAVD 88
 DR7630
 DR7630  VERT ORDER      -  SECOND    CLASS I
 DR7630
 DR7630  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DR7630  Standards:
 DR7630         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DR7630            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DR7630  -------------------------------------------------------------------
 DR7630  NETWORK    0.45   0.63           0.20   0.16   0.32     -0.14397407
 DR7630  -------------------------------------------------------------------
 DR7630  Click here for local accuracies and other accuracy information.
 DR7630
 DR7630.The horizontal coordinates were established by GPS observations
 DR7630.and adjusted by the MN DEPT OF TRANSP in August 2024.
 DR7630
 DR7630.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DR7630.been affixed to the stable North American tectonic plate. See 
 DR7630.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DR7630
 DR7630.The horizontal coordinates are valid at the epoch date displayed above
 DR7630.which is a decimal equivalence of Year/Month/Day.
 DR7630
 DR7630.The orthometric height was determined by differential leveling and
 DR7630.adjusted by the NATIONAL GEODETIC SURVEY
 DR7630.in June 2023.
 DR7630
 DR7630.Significant digits in the geoid height do not necessarily reflect accuracy.
 DR7630.GEOID18 height accuracy estimate available here.
 DR7630
 DR7630.Click photographs - Photos may exist for this station.
 DR7630
 DR7630.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DR7630
 DR7630.The Laplace correction was computed from DEFLEC18 derived deflections.
 DR7630
 DR7630.The ellipsoidal height was determined by GPS observations
 DR7630.and is referenced to NAD 83.
 DR7630
 DR7630.The dynamic height is computed by dividing the NAVD 88
 DR7630.geopotential number by the normal gravity value computed on the
 DR7630.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DR7630.degrees latitude (g = 980.6199 gals.).
 DR7630
 DR7630.The modeled gravity was interpolated from observed gravity values.
 DR7630
 DR7630. The following values were computed from the NAD 83(2011) position.
 DR7630
 DR7630;                    North         East     Units Scale Factor Converg.
 DR7630;SPC MN N     -   192,847.466   622,635.046   MT  0.99994444   -1 44 20.5
 DR7630;SPC MN N     -   632,700.39  2,042,761.81   sFT  0.99994444   -1 44 20.5
 DR7630;UTM  15      - 5,242,621.007   315,115.040   MT  1.00002010   -1 47 54.8
 DR7630
 DR7630!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DR7630!SPC MN N     -   0.99993471  x   0.99994444  =   0.99987916
 DR7630!UTM  15      -   0.99993471  x   1.00002010  =   0.99995481
 DR7630
 DR7630_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUN1511542621(NAD 83)
 DR7630
 DR7630                          SUPERSEDED SURVEY CONTROL
 DR7630
 DR7630.No superseded survey control is available for this station.
 DR7630
 DR7630_MARKER: I = METAL ROD
 DR7630_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DR7630_STAMPING: 1504 G 2019
 DR7630_MARK LOGO: MNDT
 DR7630_PROJECTION: RECESSED 5 CENTIMETERS
 DR7630_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DR7630_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DR7630_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DR7630+SATELLITE: SATELLITE OBSERVATIONS - November 29, 2023
 DR7630_ROD/PIPE-DEPTH: 16.5 meters
 DR7630
 DR7630  HISTORY     - Date     Condition        Report By
 DR7630  HISTORY     - 20191015 MONUMENTED       MNDT
 DR7630  HISTORY     - 20191015 GOOD             MNDT
 DR7630  HISTORY     - 20231129 GOOD             MNDT
 DR7630
 DR7630                          STATION DESCRIPTION
 DR7630
 DR7630'DESCRIBED BY MN DEPT OF TRANSP 2019 (TJD)
 DR7630'THE MARK IS LOCATED ABOUT 3.0 MI (4.8 KM) WEST OF ZERKEL.
 DR7630'
 DR7630'TO REACH THE MARK GO 3.0 MI (4.8 KM) WEST ALONG TRUNK HIGHWAY 200 FROM
 DR7630'THE JUNCTION OF TRUNK HIGHWAY 200 AND TRUNK HIGHWAY 92 IN ZERKEL, AT
 DR7630'TRUNK HIGHWAY MILE POINT 71.35.
 DR7630'
 DR7630'THE MARK IS 42.6 FT (13.0 M) NORTH OF TRUNK HIGHWAY 200, 1.5 FT (0.5
 DR7630'M) SOUTH OF A WITNESS POST.
 DR7630
 DR7630                          STATION RECOVERY (2023)
 DR7630
 DR7630'RECOVERY NOTE BY MN DEPT OF TRANSP 2023 (KMS)
 DR7630'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DR7633 ***********************************************************************
 DR7633  DESIGNATION -  1504 H
 DR7633  PID         -  DR7633
 DR7633  STATE/COUNTY-  MN/CLEARWATER
 DR7633  COUNTRY     -  US
 DR7633  USGS QUAD   -  ZERKEL (2019)
 DR7633
 DR7633                         *CURRENT SURVEY CONTROL
 DR7633  ______________________________________________________________________
 DR7633* NAD 83(2011) POSITION- 47 18 44.84017(N) 095 29 35.04599(W)   ADJUSTED
 DR7633* NAD 83(2011) ELLIP HT-   436.937 (meters)        (08/28/24)   ADJUSTED
 DR7633* NAD 83(2011) EPOCH   -  2010.00
 DR7633* NAVD 88 ORTHO HEIGHT -   464.342 (meters)     1523.43  (feet) ADJUSTED
 DR7633  ______________________________________________________________________
 DR7633  GEOID HEIGHT    -        -27.411 (meters)                     GEOID18
 DR7633  NAD 83(2011) X  -   -414,731.375 (meters)                     COMP
 DR7633  NAD 83(2011) Y  - -4,312,618.686 (meters)                     COMP
 DR7633  NAD 83(2011) Z  -  4,665,707.087 (meters)                     COMP
 DR7633  LAPLACE CORR    -         -2.61  (seconds)                    DEFLEC18
 DR7633  DYNAMIC HEIGHT  -        464.375 (meters)     1523.54  (feet) COMP
 DR7633  MODELED GRAVITY -    980,671.2   (mgal)                       NAVD 88
 DR7633
 DR7633  VERT ORDER      -  SECOND    CLASS I
 DR7633
 DR7633  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DR7633  Standards:
 DR7633         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DR7633            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DR7633  -------------------------------------------------------------------
 DR7633  NETWORK    0.41   0.63           0.19   0.14   0.32     -0.09553571
 DR7633  -------------------------------------------------------------------
 DR7633  Click here for local accuracies and other accuracy information.
 DR7633
 DR7633.The horizontal coordinates were established by GPS observations
 DR7633.and adjusted by the MN DEPT OF TRANSP in August 2024.
 DR7633
 DR7633.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DR7633.been affixed to the stable North American tectonic plate. See 
 DR7633.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DR7633
 DR7633.The horizontal coordinates are valid at the epoch date displayed above
 DR7633.which is a decimal equivalence of Year/Month/Day.
 DR7633
 DR7633.The orthometric height was determined by differential leveling and
 DR7633.adjusted by the NATIONAL GEODETIC SURVEY
 DR7633.in June 2023.
 DR7633
 DR7633.Significant digits in the geoid height do not necessarily reflect accuracy.
 DR7633.GEOID18 height accuracy estimate available here.
 DR7633
 DR7633.Click photographs - Photos may exist for this station.
 DR7633
 DR7633.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DR7633
 DR7633.The Laplace correction was computed from DEFLEC18 derived deflections.
 DR7633
 DR7633.The ellipsoidal height was determined by GPS observations
 DR7633.and is referenced to NAD 83.
 DR7633
 DR7633.The dynamic height is computed by dividing the NAVD 88
 DR7633.geopotential number by the normal gravity value computed on the
 DR7633.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DR7633.degrees latitude (g = 980.6199 gals.).
 DR7633
 DR7633.The modeled gravity was interpolated from observed gravity values.
 DR7633
 DR7633. The following values were computed from the NAD 83(2011) position.
 DR7633
 DR7633;                    North         East     Units Scale Factor Converg.
 DR7633;SPC MN N     -   193,124.105   619,095.576   MT  0.99994420   -1 46 25.6
 DR7633;SPC MN N     -   633,608.00  2,031,149.40   sFT  0.99994420   -1 46 25.6
 DR7633;UTM  15      - 5,242,901.340   311,575.561   MT  1.00003634   -1 49 59.1
 DR7633
 DR7633!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DR7633!SPC MN N     -   0.99993152  x   0.99994420  =   0.99987572
 DR7633!UTM  15      -   0.99993152  x   1.00003634  =   0.99996785
 DR7633
 DR7633_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUN1157542901(NAD 83)
 DR7633
 DR7633                          SUPERSEDED SURVEY CONTROL
 DR7633
 DR7633.No superseded survey control is available for this station.
 DR7633
 DR7633_MARKER: I = METAL ROD
 DR7633_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DR7633_STAMPING: 1504 H 2019
 DR7633_MARK LOGO: MNDT
 DR7633_PROJECTION: RECESSED 5 CENTIMETERS
 DR7633_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DR7633_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DR7633_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DR7633+SATELLITE: SATELLITE OBSERVATIONS - November 29, 2023
 DR7633_ROD/PIPE-DEPTH: 11.0 meters
 DR7633
 DR7633  HISTORY     - Date     Condition        Report By
 DR7633  HISTORY     - 20191015 MONUMENTED       MNDT
 DR7633  HISTORY     - 20210714 GOOD             MNDT
 DR7633  HISTORY     - 20231129 GOOD             MNDT
 DR7633
 DR7633                          STATION DESCRIPTION
 DR7633
 DR7633'DESCRIBED BY MN DEPT OF TRANSP 2021 (TJD)
 DR7633'THE MARK IS LOCATED ABOUT 5.2 MI (8.4 KM) WEST OF ZERKEL.
 DR7633'
 DR7633'TO REACH THE MARK GO 5.2 MI (8.4 KM) WEST ALONG TRUNK HIGHWAY 200 FROM
 DR7633'THE JUNCTION OF TRUNK HIGHWAY 200 AND TRUNK HIGHWAY 92 IN ZERKEL, AT
 DR7633'TRUNK HIGHWAY MILE POINT 69.15.
 DR7633'
 DR7633'THE MARK IS 53.6 FT (16.3 M) NORTH OF TRUNK HIGHWAY 200, 28.0 FT (8.5
 DR7633'M) EAST OF A FIELD ENTRANCE, 1.5 FT (0.5 M) SOUTH OF A WITNESS POST.
 DR7633
 DR7633                          STATION RECOVERY (2023)
 DR7633
 DR7633'RECOVERY NOTE BY MN DEPT OF TRANSP 2023 (KMS)
 DR7633'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DR7635 ***********************************************************************
 DR7635  DESIGNATION -  1504 J
 DR7635  PID         -  DR7635
 DR7635  STATE/COUNTY-  MN/CLEARWATER
 DR7635  COUNTRY     -  US
 DR7635  USGS QUAD   -  ROY LAKE (2019)
 DR7635
 DR7635                         *CURRENT SURVEY CONTROL
 DR7635  ______________________________________________________________________
 DR7635* NAD 83(2011) POSITION- 47 19 02.72026(N) 095 31 37.94434(W)   ADJUSTED
 DR7635* NAD 83(2011) ELLIP HT-   448.022 (meters)        (08/28/24)   ADJUSTED
 DR7635* NAD 83(2011) EPOCH   -  2010.00
 DR7635* NAVD 88 ORTHO HEIGHT -   475.410 (meters)     1559.74  (feet) ADJUSTED
 DR7635  ______________________________________________________________________
 DR7635  GEOID HEIGHT    -        -27.395 (meters)                     GEOID18
 DR7635  NAD 83(2011) X  -   -417,262.505 (meters)                     COMP
 DR7635  NAD 83(2011) Y  - -4,311,974.248 (meters)                     COMP
 DR7635  NAD 83(2011) Z  -  4,666,089.623 (meters)                     COMP
 DR7635  LAPLACE CORR    -         -1.72  (seconds)                    DEFLEC18
 DR7635  DYNAMIC HEIGHT  -        475.444 (meters)     1559.85  (feet) COMP
 DR7635  MODELED GRAVITY -    980,670.8   (mgal)                       NAVD 88
 DR7635
 DR7635  VERT ORDER      -  SECOND    CLASS I
 DR7635
 DR7635  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DR7635  Standards:
 DR7635         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DR7635            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DR7635  -------------------------------------------------------------------
 DR7635  NETWORK    0.52   0.76           0.24   0.18   0.39     -0.02543230
 DR7635  -------------------------------------------------------------------
 DR7635  Click here for local accuracies and other accuracy information.
 DR7635
 DR7635.The horizontal coordinates were established by GPS observations
 DR7635.and adjusted by the MN DEPT OF TRANSP in August 2024.
 DR7635
 DR7635.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DR7635.been affixed to the stable North American tectonic plate. See 
 DR7635.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DR7635
 DR7635.The horizontal coordinates are valid at the epoch date displayed above
 DR7635.which is a decimal equivalence of Year/Month/Day.
 DR7635
 DR7635.The orthometric height was determined by differential leveling and
 DR7635.adjusted by the NATIONAL GEODETIC SURVEY
 DR7635.in June 2023.
 DR7635
 DR7635.Significant digits in the geoid height do not necessarily reflect accuracy.
 DR7635.GEOID18 height accuracy estimate available here.
 DR7635
 DR7635.Click photographs - Photos may exist for this station.
 DR7635
 DR7635.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DR7635
 DR7635.The Laplace correction was computed from DEFLEC18 derived deflections.
 DR7635
 DR7635.The ellipsoidal height was determined by GPS observations
 DR7635.and is referenced to NAD 83.
 DR7635
 DR7635.The dynamic height is computed by dividing the NAVD 88
 DR7635.geopotential number by the normal gravity value computed on the
 DR7635.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DR7635.degrees latitude (g = 980.6199 gals.).
 DR7635
 DR7635.The modeled gravity was interpolated from observed gravity values.
 DR7635
 DR7635. The following values were computed from the NAD 83(2011) position.
 DR7635
 DR7635;                    North         East     Units Scale Factor Converg.
 DR7635;SPC MN N     -   193,756.448   616,533.052   MT  0.99994342   -1 47 56.7
 DR7635;SPC MN N     -   635,682.61  2,022,742.19   sFT  0.99994342   -1 47 56.7
 DR7635;UTM  15      - 5,243,536.396   309,013.441   MT  1.00004829   -1 51 30.1
 DR7635
 DR7635!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DR7635!SPC MN N     -   0.99992978  x   0.99994342  =   0.99987320
 DR7635!UTM  15      -   0.99992978  x   1.00004829  =   0.99997807
 DR7635
 DR7635_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUN0901343536(NAD 83)
 DR7635
 DR7635                          SUPERSEDED SURVEY CONTROL
 DR7635
 DR7635.No superseded survey control is available for this station.
 DR7635
 DR7635_MARKER: I = METAL ROD
 DR7635_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DR7635_STAMPING: 1504 J 2019
 DR7635_MARK LOGO: MNDT
 DR7635_PROJECTION: RECESSED 8 CENTIMETERS
 DR7635_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DR7635_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DR7635_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DR7635+SATELLITE: SATELLITE OBSERVATIONS - November 30, 2023
 DR7635_ROD/PIPE-DEPTH: 7.3 meters
 DR7635
 DR7635  HISTORY     - Date     Condition        Report By
 DR7635  HISTORY     - 20191015 MONUMENTED       MNDT
 DR7635  HISTORY     - 20191015 GOOD             MNDT
 DR7635  HISTORY     - 20231130 GOOD             MNDT
 DR7635
 DR7635                          STATION DESCRIPTION
 DR7635
 DR7635'DESCRIBED BY MN DEPT OF TRANSP 2019 (TJD)
 DR7635'THE MARK IS LOCATED ABOUT 6.85 MI (11.02 KM) WEST OF ZERKEL.
 DR7635'
 DR7635'TO REACH THE MARK GO 6.85 MI (11.02 KM) WEST ALONG TRUNK HIGHWAY 200
 DR7635'FROM THE JUNCTION OF TRUNK HIGHWAY 200 AND TRUNK HIGHWAY 92 IN ZERKEL,
 DR7635'AT TRUNK HIGHWAY MILE POINT 67.45.
 DR7635'
 DR7635'THE MARK IS 67.45 FT (20.6 M) NORTH-NORTHEAST OF TRUNK HIGHWAY 200,
 DR7635'115.2 FT (35.1 M) EAST-SOUTHEAST OF A DRIVEWAY NUMBER 12168, 1.5 SOUTH
 DR7635'A WITNESS POST.
 DR7635
 DR7635                          STATION RECOVERY (2023)
 DR7635
 DR7635'RECOVERY NOTE BY MN DEPT OF TRANSP 2023 (KMS)
 DR7635'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 AH9838 ***********************************************************************
 AH9838  DESIGNATION -  1505 C
 AH9838  PID         -  AH9838
 AH9838  STATE/COUNTY-  MN/CLEARWATER
 AH9838  COUNTRY     -  US
 AH9838  USGS QUAD   -  LAKE ITASCA (2019)
 AH9838
 AH9838                         *CURRENT SURVEY CONTROL
 AH9838  ______________________________________________________________________
 AH9838* NAD 83(1986) POSITION- 47 14 41.25   (N) 095 11 00.41   (W)   HD_HELD1
 AH9838* NAVD 88 ORTHO HEIGHT -   471.669 (meters)     1547.47  (feet) ADJUSTED
 AH9838  ______________________________________________________________________
 AH9838  GEOID HEIGHT    -        -27.454 (meters)                     GEOID18
 AH9838  DYNAMIC HEIGHT  -        471.708 (meters)     1547.60  (feet) COMP
 AH9838  MODELED GRAVITY -    980,681.4   (mgal)                       NAVD 88
 AH9838
 AH9838  VERT ORDER      -  SECOND    CLASS I
 AH9838
 AH9838.The horizontal coordinates were determined by differentially corrected
 AH9838.hand held GPS observations or other comparable positioning techniques
 AH9838.and have an estimated accuracy of +/- 3 meters.
 AH9838
 AH9838.The orthometric height was determined by differential leveling and
 AH9838.adjusted by the NATIONAL GEODETIC SURVEY
 AH9838.in August 2019.
 AH9838
 AH9838.Significant digits in the geoid height do not necessarily reflect accuracy.
 AH9838.GEOID18 height accuracy estimate available here.
 AH9838
 AH9838.Click photographs - Photos may exist for this station.
 AH9838
 AH9838.The dynamic height is computed by dividing the NAVD 88
 AH9838.geopotential number by the normal gravity value computed on the
 AH9838.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH9838.degrees latitude (g = 980.6199 gals.).
 AH9838
 AH9838.The modeled gravity was interpolated from observed gravity values.
 AH9838
 AH9838;                    North         East    Units  Estimated Accuracy
 AH9838;SPC MN N     -   184,926.8     642,292.6     MT  (+/- 3 meters HH1 GPS) 
 AH9838
 AH9838_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUN3476434679(NAD 83)
 AH9838
 AH9838                          SUPERSEDED SURVEY CONTROL
 AH9838
 AH9838  NAVD 88 (06/02/04)  471.648  (m)         1547.40   (f) SUPERSEDED  2 1
 AH9838
 AH9838.Superseded values are not recommended for survey control.
 AH9838
 AH9838.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH9838.See file dsdata.pdf to determine how the superseded data were derived.
 AH9838
 AH9838_MARKER: DV = VERTICAL CONTROL DISK
 AH9838_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 AH9838_STAMPING: 1505 C 1992
 AH9838_MARK LOGO: MNDT
 AH9838_PROJECTION: RECESSED 5 CENTIMETERS
 AH9838_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AH9838_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AH9838_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AH9838+SATELLITE: SATELLITE OBSERVATIONS - October 21, 2015
 AH9838_ROD/PIPE-DEPTH: 4.6 meters
 AH9838
 AH9838  HISTORY     - Date     Condition        Report By
 AH9838  HISTORY     - 1992     MONUMENTED       MNDT
 AH9838  HISTORY     - 20061206 GOOD             MNDT
 AH9838  HISTORY     - 20140625 GOOD             MNDT
 AH9838  HISTORY     - 20151021 GOOD             MNDT
 AH9838
 AH9838                          STATION DESCRIPTION
 AH9838
 AH9838'DESCRIBED BY MN DEPT OF TRANSP 1992 (HTS)
 AH9838'THE MARK IS 1.5 MI (2.4 KM) SE OF THE CITY OF LAKE ITASCA, 1.5 MI (2.4
 AH9838'KM) EAST ALONG TH 200 FROM JCT OF TH 200 AND CO RD 2 IN LAKE ITASCA,
 AH9838'AT TH 200 MP 86.3, 77.5 FT (23.6 M) NORTH OF TH 200, 2.5 FT (0.8 M)
 AH9838'WEST OF FIELD ENT, AND 1.3 FT (0.4 M) SOUTH OF WIT POST.
 AH9838
 AH9838                          STATION RECOVERY (2006)
 AH9838
 AH9838'RECOVERY NOTE BY MN DEPT OF TRANSP 2006 (MPP)
 AH9838'THE MARK IS LOCATED ABOUT 10.4 MI (16.7 KM) EAST-SOUTHEAST OF ZERKEL,
 AH9838'9.9 MI (15.9 KM) SOUTH-SOUTHEAST OF ALIDA AND 9.5 MI (15.3 KM)
 AH9838'WEST-NORTHWEST OF LAKE GEORGE.
 AH9838'
 AH9838'1.5 MI (2.4 KM) SOUTHEAST OF LAKE ITASCA, 1.5 MI (2.4 KM) EAST ALONG
 AH9838'TRUNK HIGHWAY 200 FROM THE JUNCTION OF TRUNK HIGHWAY 200 AND COUNTY
 AH9838'ROAD 2, AT TRUNK HIGHWAY 200 MILE POINT 86.3, 77.5 FT (23.6 M) NORTH
 AH9838'OF TRUNK HIGHWAY 200, 2.5 FT (0.8 M) WEST OF A FIELD ENTRANCE, 1.3 FT
 AH9838'(0.4 M) SOUTH OF A WITNESS POST.
 AH9838
 AH9838                          STATION RECOVERY (2014)
 AH9838
 AH9838'RECOVERY NOTE BY MN DEPT OF TRANSP 2014 (KMS)
 AH9838'RECOVERED AS DESCRIBED.
 AH9838
 AH9838                          STATION RECOVERY (2015)
 AH9838
 AH9838'RECOVERY NOTE BY MN DEPT OF TRANSP 2015 (MPP)
 AH9838'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 AH9839 ***********************************************************************
 AH9839  DESIGNATION -  1505 D
 AH9839  PID         -  AH9839
 AH9839  STATE/COUNTY-  MN/CLEARWATER
 AH9839  COUNTRY     -  US
 AH9839  USGS QUAD   -  LAKE ITASCA (2019)
 AH9839
 AH9839                         *CURRENT SURVEY CONTROL
 AH9839  ______________________________________________________________________
 AH9839* NAD 83(1986) POSITION- 47 14 52.53   (N) 095 11 47.74   (W)   HD_HELD1
 AH9839* NAVD 88 ORTHO HEIGHT -   464.450 (meters)     1523.78  (feet) ADJUSTED
 AH9839  ______________________________________________________________________
 AH9839  GEOID HEIGHT    -        -27.455 (meters)                     GEOID18
 AH9839  DYNAMIC HEIGHT  -        464.488 (meters)     1523.91  (feet) COMP
 AH9839  MODELED GRAVITY -    980,680.4   (mgal)                       NAVD 88
 AH9839
 AH9839  VERT ORDER      -  SECOND    CLASS I
 AH9839
 AH9839.The horizontal coordinates were determined by differentially corrected
 AH9839.hand held GPS observations or other comparable positioning techniques
 AH9839.and have an estimated accuracy of +/- 3 meters.
 AH9839
 AH9839.The orthometric height was determined by differential leveling and
 AH9839.adjusted by the NATIONAL GEODETIC SURVEY
 AH9839.in August 2019.
 AH9839
 AH9839.Significant digits in the geoid height do not necessarily reflect accuracy.
 AH9839.GEOID18 height accuracy estimate available here.
 AH9839
 AH9839.Click photographs - Photos may exist for this station.
 AH9839
 AH9839.The dynamic height is computed by dividing the NAVD 88
 AH9839.geopotential number by the normal gravity value computed on the
 AH9839.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH9839.degrees latitude (g = 980.6199 gals.).
 AH9839
 AH9839.The modeled gravity was interpolated from observed gravity values.
 AH9839
 AH9839;                    North         East    Units  Estimated Accuracy
 AH9839;SPC MN N     -   185,302.0     641,307.1     MT  (+/- 3 meters HH1 GPS) 
 AH9839
 AH9839_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUN3377935055(NAD 83)
 AH9839
 AH9839                          SUPERSEDED SURVEY CONTROL
 AH9839
 AH9839  NAVD 88 (06/02/04)  464.430  (m)         1523.72   (f) SUPERSEDED  2 1
 AH9839
 AH9839.Superseded values are not recommended for survey control.
 AH9839
 AH9839.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH9839.See file dsdata.pdf to determine how the superseded data were derived.
 AH9839
 AH9839_MARKER: DV = VERTICAL CONTROL DISK
 AH9839_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 AH9839_STAMPING: 1505 D 1992
 AH9839_MARK LOGO: MNDT
 AH9839_PROJECTION: FLUSH
 AH9839_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AH9839_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AH9839_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AH9839+SATELLITE: SATELLITE OBSERVATIONS - October 21, 2015
 AH9839_ROD/PIPE-DEPTH: 4.3 meters
 AH9839
 AH9839  HISTORY     - Date     Condition        Report By
 AH9839  HISTORY     - 1992     MONUMENTED       MNDT
 AH9839  HISTORY     - 20061206 GOOD             MNDT
 AH9839  HISTORY     - 20111011 GOOD             MNDT
 AH9839  HISTORY     - 20140625 GOOD             MNDT
 AH9839  HISTORY     - 20151021 GOOD             MNDT
 AH9839
 AH9839                          STATION DESCRIPTION
 AH9839
 AH9839'DESCRIBED BY MN DEPT OF TRANSP 1992 (HTS)
 AH9839'THE MARK IS 0.85 MI (1.37 KM) SE OF THE CITY OF LAKE ITASCA, 0.85 MI
 AH9839'(1.37 KM) EAST ALONG TH 200 FROM JCT OF TH 200 AND CO RD 2 IN LAKE
 AH9839'ITASCA, AT TH 200 MP 85.65, 77 FT (23.5 M) SSW OF TH 200, 29.5 FT (9.0
 AH9839'M) WEST OF FIELD ENT, AND 1.5 FT (0.5 M) NORTH OF WIT POST.
 AH9839
 AH9839                          STATION RECOVERY (2006)
 AH9839
 AH9839'RECOVERY NOTE BY MN DEPT OF TRANSP 2006 (MPP)
 AH9839'THE MARK IS LOCATED ABOUT 10.1 MI (16.3 KM) WEST-NORTHWEST OF LAKE
 AH9839'GEORGE, 9.7 MI (15.6 KM) EAST-SOUTHEAST OF ZERKEL AND 9.6 MI (15.4 KM)
 AH9839'SOUTH OF ALIDA.
 AH9839'
 AH9839'0.85 MI (1.4 KM) SOUTHEAST OF LAKE ITASCA, 0.85 MI (1.4 KM) EAST ALONG
 AH9839'TRUNK HIGHWAY 200 FROM THE JUNCTION OF TRUNK HIGHWAY 200 AND COUNTY
 AH9839'ROAD 2, AT TRUNK HIGHWAY 200 MILE POINT 85.65, 77.0 FT (23.5 M)
 AH9839'SOUTH-SOUTHWEST OF TRUNK HIGHWAY 200, 29.5 FT (9.0 M) WEST OF A FIELD
 AH9839'ENTRANCE, 1.5 FT (0.5 M) NORTH OF A WITNESS POS.
 AH9839
 AH9839                          STATION RECOVERY (2011)
 AH9839
 AH9839'RECOVERY NOTE BY MN DEPT OF TRANSP 2011 (KMS)
 AH9839'RECOVERED AS DESCRIBED.
 AH9839
 AH9839                          STATION RECOVERY (2014)
 AH9839
 AH9839'RECOVERY NOTE BY MN DEPT OF TRANSP 2014 (KMS)
 AH9839'RECOVERED AS DESCRIBED.
 AH9839
 AH9839                          STATION RECOVERY (2015)
 AH9839
 AH9839'RECOVERY NOTE BY MN DEPT OF TRANSP 2015 (MPP)
 AH9839'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DO7568 ***********************************************************************
 DO7568  DESIGNATION -  1505 D 1
 DO7568  PID         -  DO7568
 DO7568  STATE/COUNTY-  MN/CLEARWATER
 DO7568  COUNTRY     -  US
 DO7568  USGS QUAD   -  LAKE ITASCA (2019)
 DO7568
 DO7568                         *CURRENT SURVEY CONTROL
 DO7568  ______________________________________________________________________
 DO7568* NAD 83(1986) POSITION- 47 14 06.90   (N) 095 11 39.14   (W)   HD_HELD1
 DO7568* NAVD 88 ORTHO HEIGHT -   463.926 (meters)     1522.06  (feet) ADJUSTED
 DO7568  ______________________________________________________________________
 DO7568  GEOID HEIGHT    -        -27.429 (meters)                     GEOID18
 DO7568  DYNAMIC HEIGHT  -        463.963 (meters)     1522.19  (feet) COMP
 DO7568  MODELED GRAVITY -    980,679.6   (mgal)                       NAVD 88
 DO7568
 DO7568  VERT ORDER      -  SECOND    CLASS I
 DO7568
 DO7568.The horizontal coordinates were determined by differentially corrected
 DO7568.hand held GPS observations or other comparable positioning techniques
 DO7568.and have an estimated accuracy of +/- 3 meters.
 DO7568
 DO7568.The orthometric height was determined by differential leveling and
 DO7568.adjusted by the NATIONAL GEODETIC SURVEY
 DO7568.in August 2019.
 DO7568
 DO7568.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO7568.GEOID18 height accuracy estimate available here.
 DO7568
 DO7568.Click photographs - Photos may exist for this station.
 DO7568
 DO7568.The dynamic height is computed by dividing the NAVD 88
 DO7568.geopotential number by the normal gravity value computed on the
 DO7568.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO7568.degrees latitude (g = 980.6199 gals.).
 DO7568
 DO7568.The modeled gravity was interpolated from observed gravity values.
 DO7568
 DO7568;                    North         East    Units  Estimated Accuracy
 DO7568;SPC MN N     -   183,888.5     641,449.7     MT  (+/- 3 meters HH1 GPS) 
 DO7568
 DO7568_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUN3392033642(NAD 83)
 DO7568
 DO7568                          SUPERSEDED SURVEY CONTROL
 DO7568
 DO7568  NAVD 88 (10/22/13)  463.910  (m)         1522.01   (f) SUPERSEDED  2 1
 DO7568
 DO7568.Superseded values are not recommended for survey control.
 DO7568
 DO7568.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DO7568.See file dsdata.pdf to determine how the superseded data were derived.
 DO7568
 DO7568_MARKER: I = METAL ROD
 DO7568_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DO7568_SP_SET: SLAB
 DO7568_MARK LOGO: MNDT
 DO7568_MAGNETIC: N = NO MAGNETIC MATERIAL
 DO7568_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DO7568_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DO7568+SATELLITE: SATELLITE OBSERVATIONS - October 21, 2015
 DO7568
 DO7568  HISTORY     - Date     Condition        Report By
 DO7568  HISTORY     - 20111011 MONUMENTED       MNDT
 DO7568  HISTORY     - 20151021 GOOD             MNDT
 DO7568
 DO7568                          STATION DESCRIPTION
 DO7568
 DO7568'DESCRIBED BY MN DEPT OF TRANSP 2011
 DO7568'THE MARK IS 1.5 MI (2.4 KM) SOUTHEAST OF LAKE ITASCA, IN LAKE ITASCA
 DO7568'STATE PARK.
 DO7568'
 DO7568'TO REACH THE MARK GO 0.75 MI (1.2 KM) SOUTH ALONG NORTH ENTRANCE ROAD
 DO7568'FROM THE JUNCTION OF NORTH ENTRANCE ROAD AND TRUNK HIGHWAY 200 COUNTY
 DO7568'ROAD 2 IN LAKE ITASCA, THEN 1.15 MI (1.9 KM) EAST AND SOUTH ON MAIN
 DO7568'PARK DRIVE, THEN 0.1 MI (0.2 KM) NORTH EAST ON FOREST LAKE, THEN 0.1
 DO7568'MI (0.2 KM) NORTH AND NORTHEAST ON ENTRANCE TO DNR MAINTENANCE SHOP.
 DO7568'
 DO7568'THE MARK IS LOCATED 11.7 FT (3.6 M) SOUTH OF DOORWAY TO OFFICE 1-160,
 DO7568'4.0 FT (1.2 M) WEST OF MAINTENANCE SHOP.  MARK IS THE STEM OF AN
 DO7568'ALUMINUM DISK SHEARED OFF BY SNOW PLOW SET IN A DRILL HOLE IN A
 DO7568'CONCRETE SLAB.
 DO7568
 DO7568                          STATION RECOVERY (2015)
 DO7568
 DO7568'RECOVERY NOTE BY MN DEPT OF TRANSP 2015 (MPP)
 DO7568'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DQ4469 ***********************************************************************
 DQ4469  DESIGNATION -  1505 D 2
 DQ4469  PID         -  DQ4469
 DQ4469  STATE/COUNTY-  MN/CLEARWATER
 DQ4469  COUNTRY     -  US
 DQ4469  USGS QUAD   -  LAKE ITASCA (2019)
 DQ4469
 DQ4469                         *CURRENT SURVEY CONTROL
 DQ4469  ______________________________________________________________________
 DQ4469* NAD 83(1986) POSITION- 47 14 07.66   (N) 095 11 39.98   (W)   HD_HELD1
 DQ4469* NAVD 88 ORTHO HEIGHT -   462.996 (meters)     1519.01  (feet) ADJUSTED
 DQ4469  ______________________________________________________________________
 DQ4469  GEOID HEIGHT    -        -27.429 (meters)                     GEOID18
 DQ4469  DYNAMIC HEIGHT  -        463.034 (meters)     1519.14  (feet) COMP
 DQ4469  MODELED GRAVITY -    980,679.6   (mgal)                       NAVD 88
 DQ4469
 DQ4469  VERT ORDER      -  SECOND    CLASS I
 DQ4469
 DQ4469.The horizontal coordinates were determined by differentially corrected
 DQ4469.hand held GPS observations or other comparable positioning techniques
 DQ4469.and have an estimated accuracy of +/- 3 meters.
 DQ4469
 DQ4469.The orthometric height was determined by differential leveling and
 DQ4469.adjusted by the NATIONAL GEODETIC SURVEY
 DQ4469.in August 2019.
 DQ4469
 DQ4469.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ4469.GEOID18 height accuracy estimate available here.
 DQ4469
 DQ4469.Click photographs - Photos may exist for this station.
 DQ4469
 DQ4469.The dynamic height is computed by dividing the NAVD 88
 DQ4469.geopotential number by the normal gravity value computed on the
 DQ4469.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ4469.degrees latitude (g = 980.6199 gals.).
 DQ4469
 DQ4469.The modeled gravity was interpolated from observed gravity values.
 DQ4469
 DQ4469;                    North         East    Units  Estimated Accuracy
 DQ4469;SPC MN N     -   183,912.4     641,432.7     MT  (+/- 3 meters HH1 GPS) 
 DQ4469
 DQ4469_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUN3390333666(NAD 83)
 DQ4469
 DQ4469                          SUPERSEDED SURVEY CONTROL
 DQ4469
 DQ4469.No superseded survey control is available for this station.
 DQ4469
 DQ4469_MARKER: F = FLANGE-ENCASED ROD
 DQ4469_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DQ4469_STAMPING: 1505 D 2 2015
 DQ4469_MARK LOGO: MNDT
 DQ4469_PROJECTION: RECESSED 8 CENTIMETERS
 DQ4469_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DQ4469_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ4469_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ4469+SATELLITE: SATELLITE OBSERVATIONS - October 03, 2015
 DQ4469_ROD/PIPE-DEPTH: 10.1 meters
 DQ4469
 DQ4469  HISTORY     - Date     Condition        Report By
 DQ4469  HISTORY     - 20151003 MONUMENTED       MNDT
 DQ4469
 DQ4469                          STATION DESCRIPTION
 DQ4469
 DQ4469'DESCRIBED BY MN DEPT OF TRANSP 2015
 DQ4469'THE MARK IS LOCATED ABOUT 1.5 MI (2.4 KM) SOUTHEAST OF LAKE ITASCA,
 DQ4469'(IN LAKE ITASCA STATE PARK).
 DQ4469'
 DQ4469'TO REACH THE MARK GO 0.75 MI (1.21 KM) SOUTH ALONG NORTH ENTRANCE
 DQ4469'DRIVE FROM THE JUNCTION OF NORTH ENTRANCE DRIVE AND TRUNK HIGHWAY 200
 DQ4469'IN LAKE ITASCA, THEN 1.15 MI (1.85 KM) EAST AND SOUTH ON MAIN PARK
 DQ4469'DRIVE, THEN 0.1 MI (0.2 KM) NORTH EAST ON FOREST LANE, THEN 0.1 MI
 DQ4469'(0.2 KM) NORTHEAST TO ENTRANCE OF DNR MAINTENANCE SHOP, THEN 0.05 MI
 DQ4469'(0.08 KM) NORTH ON AYH HOSTEL TO YARD.
 DQ4469'
 DQ4469'THE MARK IS LOCATED 32.5 FT (9.9 M) NORTHEAST OF THE NORTHEAST CORNER
 DQ4469'OF GARAGE, 82.8 FT (25.2 M) SOUTH OF THE SOUTH CORNER OF SHED, 59.3 FT
 DQ4469'(18.1 M) WEST OF THE SOUTHWEST CORNER OF MAIN OFFICE BUILDING, 32.6 FT
 DQ4469'(9.9 M) NORTHEAST OF A WITNESS POST.
 DQ4469'
 DQ4469'NOTE-THE STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM ROD
 DQ4469'DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION REMOVABLE DISK
 DQ4469'SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH PVC
 DQ4469'PIPE BACK FILLED WITH WASHED SAND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DP9602 ***********************************************************************
 DP9602  DESIGNATION -  1505 E RESET
 DP9602  PID         -  DP9602
 DP9602  STATE/COUNTY-  MN/CLEARWATER
 DP9602  COUNTRY     -  US
 DP9602  USGS QUAD   -  LA SALLE LAKE (2019)
 DP9602
 DP9602                         *CURRENT SURVEY CONTROL
 DP9602  ______________________________________________________________________
 DP9602* NAD 83(1986) POSITION- 47 15 12.51   (N) 095 13 43.06   (W)   HD_HELD1
 DP9602* NAVD 88 ORTHO HEIGHT -   451.722 (meters)     1482.02  (feet) ADJUSTED
 DP9602  ______________________________________________________________________
 DP9602  GEOID HEIGHT    -        -27.449 (meters)                     GEOID18
 DP9602  DYNAMIC HEIGHT  -        451.757 (meters)     1482.14  (feet) COMP
 DP9602  MODELED GRAVITY -    980,677.7   (mgal)                       NAVD 88
 DP9602
 DP9602  VERT ORDER      -  SECOND    CLASS I
 DP9602
 DP9602.The horizontal coordinates were determined by differentially corrected
 DP9602.hand held GPS observations or other comparable positioning techniques
 DP9602.and have an estimated accuracy of +/- 3 meters.
 DP9602
 DP9602.The orthometric height was determined by differential leveling and
 DP9602.adjusted by the NATIONAL GEODETIC SURVEY
 DP9602.in August 2019.
 DP9602
 DP9602.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP9602.GEOID18 height accuracy estimate available here.
 DP9602
 DP9602.Click photographs - Photos may exist for this station.
 DP9602
 DP9602.The dynamic height is computed by dividing the NAVD 88
 DP9602.geopotential number by the normal gravity value computed on the
 DP9602.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP9602.degrees latitude (g = 980.6199 gals.).
 DP9602
 DP9602.The modeled gravity was interpolated from observed gravity values.
 DP9602
 DP9602;                    North         East    Units  Estimated Accuracy
 DP9602;SPC MN N     -   185,985.0     638,900.1     MT  (+/- 3 meters HH1 GPS) 
 DP9602
 DP9602_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUN3137335741(NAD 83)
 DP9602
 DP9602                          SUPERSEDED SURVEY CONTROL
 DP9602
 DP9602.No superseded survey control is available for this station.
 DP9602
 DP9602_MARKER: I = METAL ROD
 DP9602_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DP9602_STAMPING: 1505 E 1992 2014
 DP9602_MARK LOGO: MNDT
 DP9602_PROJECTION: RECESSED 8 CENTIMETERS
 DP9602_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DP9602_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DP9602_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DP9602+SATELLITE: SATELLITE OBSERVATIONS - June 25, 2014
 DP9602_ROD/PIPE-DEPTH: 23.2 meters
 DP9602
 DP9602  HISTORY     - Date     Condition        Report By
 DP9602  HISTORY     - 20140625 MONUMENTED       MNDT
 DP9602
 DP9602                          STATION DESCRIPTION
 DP9602
 DP9602'DESCRIBED BY MN DEPT OF TRANSP 2014
 DP9602'THE STATION IS LOCATED ABOUT 11.7 MI (18.8 KM) WEST-NORTHWEST OF LAKE
 DP9602'GEORGE, 9.0 MI (14.5 KM) SOUTH OF ALIDA AND 8.2 MI (13.2 KM)
 DP9602'EAST-SOUTHEAST OF ZERKEL.
 DP9602'
 DP9602'TO REACH THE MARK GO 0.75 MI (1.2 KM) WEST ALONG TRUNK HIGHWAY 200
 DP9602'FROM THE JUNCTION OF TRUNK HIGHWAY 200 AND COUNTY ROAD 2, AT TRUNK
 DP9602'HIGHWAY 200 MILE POINT 84.1.
 DP9602'
 DP9602'THE MARK IS LOCATED 50.5 FT (15.4 M) NORTH-NORTHWEST OF TRUNK HIGHWAY
 DP9602'200, 2.3 FT (0.7 M) SOUTH OF POWER POLE WITH GUY WIRE, 1.5 FT (0.5 M)
 DP9602'EAST OF A WITNESS POST.
 DP9602'
 DP9602'NOTE - THE STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM
 DP9602'ROD DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION REMOVABLE
 DP9602'DISK SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH
 DP9602'PVC PIPE BACK FILLED WITH WASHED SAND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 AH9847 ***********************************************************************
 AH9847  DESIGNATION -  1505 K
 AH9847  PID         -  AH9847
 AH9847  STATE/COUNTY-  MN/CLEARWATER
 AH9847  COUNTRY     -  US
 AH9847  USGS QUAD   -  HEART LAKE (2019)
 AH9847
 AH9847                         *CURRENT SURVEY CONTROL
 AH9847  ______________________________________________________________________
 AH9847* NAD 83(2011) POSITION- 47 17 03.13675(N) 095 18 39.81819(W)   ADJUSTED
 AH9847* NAD 83(2011) ELLIP HT-   440.029 (meters)        (06/27/12)   ADJUSTED
 AH9847* NAD 83(2011) EPOCH   -  2010.00
 AH9847* NAVD 88 ORTHO HEIGHT -   467.485 (meters)     1533.74  (feet) ADJUSTED
 AH9847  ______________________________________________________________________
 AH9847  GEOID HEIGHT    -        -27.448 (meters)                     GEOID18
 AH9847  NAD 83(2011) X  -   -401,243.556 (meters)                     COMP
 AH9847  NAD 83(2011) Y  - -4,316,214.903 (meters)                     COMP
 AH9847  NAD 83(2011) Z  -  4,663,579.150 (meters)                     COMP
 AH9847  LAPLACE CORR    -         -2.00  (seconds)                    DEFLEC18
 AH9847  DYNAMIC HEIGHT  -        467.520 (meters)     1533.86  (feet) COMP
 AH9847  MODELED GRAVITY -    980,674.1   (mgal)                       NAVD 88
 AH9847
 AH9847  VERT ORDER      -  SECOND    CLASS I
 AH9847
 AH9847  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AH9847  Standards:
 AH9847         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AH9847            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AH9847  -------------------------------------------------------------------
 AH9847  NETWORK    0.71   0.71           0.34   0.21   0.36      0.09447954
 AH9847  -------------------------------------------------------------------
 AH9847  Click here for local accuracies and other accuracy information.
 AH9847
 AH9847.The horizontal coordinates were established by GPS observations
 AH9847.and adjusted by the National Geodetic Survey in June 2012.
 AH9847
 AH9847.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AH9847.been affixed to the stable North American tectonic plate. See 
 AH9847.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AH9847
 AH9847.The horizontal coordinates are valid at the epoch date displayed above
 AH9847.which is a decimal equivalence of Year/Month/Day.
 AH9847
 AH9847.The orthometric height was determined by differential leveling and
 AH9847.adjusted by the NATIONAL GEODETIC SURVEY
 AH9847.in August 2019.
 AH9847
 AH9847.Significant digits in the geoid height do not necessarily reflect accuracy.
 AH9847.GEOID18 height accuracy estimate available here.
 AH9847
 AH9847.Click photographs - Photos may exist for this station.
 AH9847
 AH9847.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AH9847
 AH9847.The Laplace correction was computed from DEFLEC18 derived deflections.
 AH9847
 AH9847.The ellipsoidal height was determined by GPS observations
 AH9847.and is referenced to NAD 83.
 AH9847
 AH9847.The dynamic height is computed by dividing the NAVD 88
 AH9847.geopotential number by the normal gravity value computed on the
 AH9847.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH9847.degrees latitude (g = 980.6199 gals.).
 AH9847
 AH9847.The modeled gravity was interpolated from observed gravity values.
 AH9847
 AH9847. The following values were computed from the NAD 83(2011) position.
 AH9847
 AH9847;                    North         East     Units Scale Factor Converg.
 AH9847;SPC MN N     -   189,574.951   632,760.751   MT  0.99994879   -1 38 20.0
 AH9847;SPC MN N     -   621,963.82  2,075,982.56   sFT  0.99994879   -1 38 20.0
 AH9847;UTM  15      - 5,239,337.806   325,237.855   MT  0.99997536   -1 41 54.3
 AH9847
 AH9847!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH9847!SPC MN N     -   0.99993103  x   0.99994879  =   0.99987983
 AH9847!UTM  15      -   0.99993103  x   0.99997536  =   0.99990639
 AH9847
 AH9847_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUN2523739337(NAD 83)
 AH9847
 AH9847                          SUPERSEDED SURVEY CONTROL
 AH9847
 AH9847  NAD 83(1996)-  47 17 03.13657(N)    095 18 39.81881(W) AD(       ) 1
 AH9847  ELLIP H (03/06/08)  440.056  (m)                       GP(       ) 3 1
 AH9847  NAD 83(2007)-  47 17 03.13674(N)    095 18 39.81896(W) AD(2002.00) 1
 AH9847  ELLIP H (02/07/08)  440.050  (m)                       GP(2002.00) 3 1
 AH9847  NAVD 88             467.47   (m)         1533.7    (f) LEVELING    3  
 AH9847  NAVD 88 (06/02/04)  467.468  (m)         1533.68   (f) SUPERSEDED  2 1
 AH9847
 AH9847.Superseded values are not recommended for survey control.
 AH9847
 AH9847.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH9847.See file dsdata.pdf to determine how the superseded data were derived.
 AH9847
 AH9847_MARKER: DV = VERTICAL CONTROL DISK
 AH9847_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 AH9847_STAMPING: 1505 K 1992
 AH9847_MARK LOGO: MNDT
 AH9847_PROJECTION: FLUSH
 AH9847_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AH9847_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AH9847_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AH9847+SATELLITE: SATELLITE OBSERVATIONS - June 30, 2014
 AH9847_ROD/PIPE-DEPTH: 16.8 meters
 AH9847
 AH9847  HISTORY     - Date     Condition        Report By
 AH9847  HISTORY     - 1992     MONUMENTED       MNDT
 AH9847  HISTORY     - 20061204 GOOD             MNDT
 AH9847  HISTORY     - 20140630 GOOD             MNDT
 AH9847
 AH9847                          STATION DESCRIPTION
 AH9847
 AH9847'DESCRIBED BY MN DEPT OF TRANSP 1992 (HTS)
 AH9847'THE MARK IS 5.5 MI (8.9 KM) NW OF THE CITY OF LAKE ITASCA, 5.65 MI
 AH9847'(9.09 KM) WEST ALONG TH 200 FROM JCT OF TH 200 AND CO RD 2 IN LAKE
 AH9847'ITASCA, AT TH 200 MP 79.15, SW OF TH 200, 33.5 FT (10.2 M) EAST OF
 AH9847'ENT, 2.7 FT (0.8 M) NNE OF SIGN POST (CONTINENTAL DIVIDE), AND 1.5 FT
 AH9847'(0.5 M) NNE OF WIT POST.
 AH9847
 AH9847                          STATION RECOVERY (2006)
 AH9847
 AH9847'RECOVERY NOTE BY MN DEPT OF TRANSP 2006 (MPP)
 AH9847'5.5 MILES NORTHWEST OF LAKE ITASCA, 5.65 MILES WEST ALONG TRUNK
 AH9847'HIGHWAY 200 FROM JUNCTION OF TRUNK HIGHWAY 200 AND COUNTY ROAD 2, AT
 AH9847'TRUNK HIGHWAY 200 MILEPOINT 79.15, 33.5 FEET EAST OF ENTRANCE, 2.7
 AH9847'FEET NORTH-NORTHEAST OF CONTINENTAL DIVIDE SIGN POST, 1.5 FEET
 AH9847'NORTH-NORTHEAST OF WITNESS POST.
 AH9847
 AH9847                          STATION RECOVERY (2014)
 AH9847
 AH9847'RECOVERY NOTE BY MN DEPT OF TRANSP 2014 (KMS)
 AH9847'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DP9590 ***********************************************************************
 DP9590  DESIGNATION -  1505 P RESET
 DP9590  PID         -  DP9590
 DP9590  STATE/COUNTY-  MN/CLEARWATER
 DP9590  COUNTRY     -  US
 DP9590  USGS QUAD   -  ZERKEL (2019)
 DP9590
 DP9590                         *CURRENT SURVEY CONTROL
 DP9590  ______________________________________________________________________
 DP9590* NAD 83(2011) POSITION- 47 17 21.50626(N) 095 22 46.42662(W)   ADJUSTED
 DP9590* NAD 83(2011) ELLIP HT-   455.482 (meters)        (12/12/18)   ADJUSTED
 DP9590* NAD 83(2011) EPOCH   -  2010.00
 DP9590* NAVD 88 ORTHO HEIGHT -   482.925 (meters)     1584.40  (feet) ADJUSTED
 DP9590  ______________________________________________________________________
 DP9590  GEOID HEIGHT    -        -27.424 (meters)                     GEOID18
 DP9590  NAD 83(2011) X  -   -406,365.598 (meters)                     COMP
 DP9590  NAD 83(2011) Y  - -4,315,327.514 (meters)                     COMP
 DP9590  NAD 83(2011) Z  -  4,663,975.343 (meters)                     COMP
 DP9590  LAPLACE CORR    -         -0.81  (seconds)                    DEFLEC18
 DP9590  DYNAMIC HEIGHT  -        482.961 (meters)     1584.51  (feet) COMP
 DP9590  MODELED GRAVITY -    980,671.2   (mgal)                       NAVD 88
 DP9590
 DP9590  VERT ORDER      -  SECOND    CLASS I
 DP9590
 DP9590  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DP9590  Standards:
 DP9590         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DP9590            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DP9590  -------------------------------------------------------------------
 DP9590  NETWORK    0.37   1.37           0.17   0.12   0.70      0.09189364
 DP9590  -------------------------------------------------------------------
 DP9590  Click here for local accuracies and other accuracy information.
 DP9590
 DP9590.The horizontal coordinates were established by GPS observations
 DP9590.and adjusted by the MN DEPT OF TRANSP in December 2018.
 DP9590
 DP9590.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DP9590.been affixed to the stable North American tectonic plate. See 
 DP9590.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DP9590
 DP9590.The horizontal coordinates are valid at the epoch date displayed above
 DP9590.which is a decimal equivalence of Year/Month/Day.
 DP9590
 DP9590.The orthometric height was determined by differential leveling and
 DP9590.adjusted by the NATIONAL GEODETIC SURVEY
 DP9590.in August 2019.
 DP9590
 DP9590.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP9590.GEOID18 height accuracy estimate available here.
 DP9590
 DP9590.Click photographs - Photos may exist for this station.
 DP9590
 DP9590.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DP9590
 DP9590.The Laplace correction was computed from DEFLEC18 derived deflections.
 DP9590
 DP9590.The ellipsoidal height was determined by GPS observations
 DP9590.and is referenced to NAD 83.
 DP9590
 DP9590.The dynamic height is computed by dividing the NAVD 88
 DP9590.geopotential number by the normal gravity value computed on the
 DP9590.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP9590.degrees latitude (g = 980.6199 gals.).
 DP9590
 DP9590.The modeled gravity was interpolated from observed gravity values.
 DP9590
 DP9590. The following values were computed from the NAD 83(2011) position.
 DP9590
 DP9590;                    North         East     Units Scale Factor Converg.
 DP9590;SPC MN N     -   190,292.470   627,597.606   MT  0.99994794   -1 41 22.8
 DP9590;SPC MN N     -   624,317.88  2,059,043.15   sFT  0.99994794   -1 41 22.8
 DP9590;UTM  15      - 5,240,060.707   320,075.260   MT  0.99999787   -1 44 56.2
 DP9590
 DP9590!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DP9590!SPC MN N     -   0.99992861  x   0.99994794  =   0.99987655
 DP9590!UTM  15      -   0.99992861  x   0.99999787  =   0.99992648
 DP9590
 DP9590_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUN2007540060(NAD 83)
 DP9590
 DP9590                          SUPERSEDED SURVEY CONTROL
 DP9590
 DP9590.No superseded survey control is available for this station.
 DP9590
 DP9590_MARKER: I = METAL ROD
 DP9590_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DP9590_STAMPING: 1505 P RESET 2014
 DP9590_MARK LOGO: MNDT
 DP9590_PROJECTION: RECESSED 5 CENTIMETERS
 DP9590_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DP9590_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DP9590_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP9590+SATELLITE: SATELLITE OBSERVATIONS - September 17, 2019
 DP9590_ROD/PIPE-DEPTH: 9.1 meters
 DP9590
 DP9590  HISTORY     - Date     Condition        Report By
 DP9590  HISTORY     - 20140626 MONUMENTED       MNDT
 DP9590  HISTORY     - 20170504 GOOD             MNDT
 DP9590  HISTORY     - 20190917 GOOD             MNDT
 DP9590
 DP9590                          STATION DESCRIPTION
 DP9590
 DP9590'DESCRIBED BY MN DEPT OF TRANSP 2014
 DP9590'THE STATION IS LOCATED ABOUT 9.4 MI (15.1 KM) SOUTHWEST OF ALIDA, 8.5
 DP9590'MI (13.7 KM) EAST-SOUTHEAST OF ROY LAKE AND 1.5 MI (2.4 KM) SOUTH OF
 DP9590'ZERKEL.
 DP9590'
 DP9590'TO REACH THE MARK GO 1.6 MI (2.6 KM) SOUTH ALONG TRUNK HIGHWAY 200
 DP9590'FROM THE JUNCTION OF TRUNK HIGHWAY 200 AND TRUNK HIGHWAY 92, AT TRUNK
 DP9590'HIGHWAY 200 MILE POINT 75.95.
 DP9590'
 DP9590'THE MARK IS LOCATED 103.0 FT (31.4 M) NORTH OF TRUNK HIGHWAY 200, 41.0
 DP9590'FT (12.5 M) WEST OF ENTRANCE, 7.8 FT (2.4 M) SOUTH-SOUTHWEST OF POWER
 DP9590'POLE, 2.0 FT (0.6 M) EAST OF A WITNESS POST.
 DP9590'
 DP9590'NOTE - THE STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM
 DP9590'ROD DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION REMOVABLE
 DP9590'DISK SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH
 DP9590'PVC PIPE BACK FILLED WITH WASHED SAND.
 DP9590
 DP9590                          STATION RECOVERY (2017)
 DP9590
 DP9590'RECOVERY NOTE BY MN DEPT OF TRANSP 2017 (JLM)
 DP9590'1.5 MILES SOUTH OF ZERKEL, 1.6 MILES SOUTH ALONG TRUNK HIGHWAY 200
 DP9590'FROM THE JUNCTION OF TRUNK HIGHWAY 200 AND TRUNK HIGHWAY 92, AT TRUNK
 DP9590'HIGHWAY 200 MILEPOINT 75.95, 103.0 FEET NORTH OF TRUNK HIGHWAY 200,
 DP9590'41.0 FEET WEST OF AN ENTRANCE, 7.8 FEET SOUTH-SOUTHWEST OF A POWER
 DP9590'POLE, 2.0 FEET EAST OF A WITNESS POST.
 DP9590
 DP9590                          STATION RECOVERY (2019)
 DP9590
 DP9590'RECOVERY NOTE BY MN DEPT OF TRANSP 2019 (KMS)
 DP9590'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 AH9852 ***********************************************************************
 AH9852  DESIGNATION -  1505 Q
 AH9852  PID         -  AH9852
 AH9852  STATE/COUNTY-  MN/CLEARWATER
 AH9852  COUNTRY     -  US
 AH9852  USGS QUAD   -  ZERKEL (2019)
 AH9852
 AH9852                         *CURRENT SURVEY CONTROL
 AH9852  ______________________________________________________________________
 AH9852* NAD 83(1986) POSITION- 47 18 04.61   (N) 095 22 57.69   (W)   HD_HELD1
 AH9852* NAVD 88 ORTHO HEIGHT -   471.179 (meters)     1545.86  (feet) ADJUSTED
 AH9852  ______________________________________________________________________
 AH9852  GEOID HEIGHT    -        -27.451 (meters)                     GEOID18
 AH9852  DYNAMIC HEIGHT  -        471.214 (meters)     1545.97  (feet) COMP
 AH9852  MODELED GRAVITY -    980,673.7   (mgal)                       NAVD 88
 AH9852
 AH9852  VERT ORDER      -  SECOND    CLASS I
 AH9852
 AH9852.The horizontal coordinates were determined by differentially corrected
 AH9852.hand held GPS observations or other comparable positioning techniques
 AH9852.and have an estimated accuracy of +/- 3 meters.
 AH9852
 AH9852.The orthometric height was determined by differential leveling and
 AH9852.adjusted by the NATIONAL GEODETIC SURVEY
 AH9852.in August 2019.
 AH9852
 AH9852.Significant digits in the geoid height do not necessarily reflect accuracy.
 AH9852.GEOID18 height accuracy estimate available here.
 AH9852
 AH9852.Click photographs - Photos may exist for this station.
 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     -   191,629.9     627,400.4     MT  (+/- 3 meters HH1 GPS) 
 AH9852
 AH9852_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUN1987941398(NAD 83)
 AH9852
 AH9852                          SUPERSEDED SURVEY CONTROL
 AH9852
 AH9852  NAVD 88 (06/02/04)  471.174  (m)         1545.84   (f) SUPERSEDED  2 1
 AH9852
 AH9852.Superseded values are not recommended for survey control.
 AH9852
 AH9852.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH9852.See file dsdata.pdf to determine how the superseded data were derived.
 AH9852
 AH9852_MARKER: DV = VERTICAL CONTROL DISK
 AH9852_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 AH9852_STAMPING: 1505 Q 1992
 AH9852_MARK LOGO: MNDT
 AH9852_PROJECTION: RECESSED 10 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 NOT SUITABLE FOR
 AH9852+SATELLITE: SATELLITE OBSERVATIONS - August 01, 2023
 AH9852_ROD/PIPE-DEPTH: 10.4 meters
 AH9852
 AH9852  HISTORY     - Date     Condition        Report By
 AH9852  HISTORY     - 1992     MONUMENTED       MNDT
 AH9852  HISTORY     - 20140630 GOOD             MNDT
 AH9852  HISTORY     - 20190917 GOOD             MNDT
 AH9852  HISTORY     - 20230801 GOOD             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.
 AH9852
 AH9852                          STATION RECOVERY (2014)
 AH9852
 AH9852'RECOVERY NOTE BY MN DEPT OF TRANSP 2014 (MAS)
 AH9852'RECOVERED AS DESCRIBED.
 AH9852
 AH9852                          STATION RECOVERY (2019)
 AH9852
 AH9852'RECOVERY NOTE BY MN DEPT OF TRANSP 2019 (KMS)
 AH9852'RECOVERED AS DESCRIBED.
 AH9852
 AH9852                          STATION RECOVERY (2023)
 AH9852
 AH9852'RECOVERY NOTE BY MN DEPT OF TRANSP 2023 (KMS)
 AH9852'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DP9606 ***********************************************************************
 DP9606  DESIGNATION -  1505 R
 DP9606  PID         -  DP9606
 DP9606  STATE/COUNTY-  MN/CLEARWATER
 DP9606  COUNTRY     -  US
 DP9606  USGS QUAD   -  LAKE ITASCA (2019)
 DP9606
 DP9606                         *CURRENT SURVEY CONTROL
 DP9606  ______________________________________________________________________
 DP9606* NAD 83(1986) POSITION- 47 14 36.17   (N) 095 10 41.76   (W)   HD_HELD1
 DP9606* NAVD 88 ORTHO HEIGHT -   470.449 (meters)     1543.46  (feet) ADJUSTED
 DP9606  ______________________________________________________________________
 DP9606  GEOID HEIGHT    -        -27.454 (meters)                     GEOID18
 DP9606  DYNAMIC HEIGHT  -        470.489 (meters)     1543.60  (feet) COMP
 DP9606  MODELED GRAVITY -    980,681.9   (mgal)                       NAVD 88
 DP9606
 DP9606  VERT ORDER      -  SECOND    CLASS I
 DP9606
 DP9606.The horizontal coordinates were determined by differentially corrected
 DP9606.hand held GPS observations or other comparable positioning techniques
 DP9606.and have an estimated accuracy of +/- 3 meters.
 DP9606
 DP9606.The orthometric height was determined by differential leveling and
 DP9606.adjusted by the NATIONAL GEODETIC SURVEY
 DP9606.in August 2019.
 DP9606
 DP9606.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP9606.GEOID18 height accuracy estimate available here.
 DP9606
 DP9606.Click photographs - Photos may exist for this station.
 DP9606
 DP9606.The dynamic height is computed by dividing the NAVD 88
 DP9606.geopotential number by the normal gravity value computed on the
 DP9606.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP9606.degrees latitude (g = 980.6199 gals.).
 DP9606
 DP9606.The modeled gravity was interpolated from observed gravity values.
 DP9606
 DP9606;                    North         East    Units  Estimated Accuracy
 DP9606;SPC MN N     -   184,759.5     642,680.5     MT  (+/- 3 meters HH1 GPS) 
 DP9606
 DP9606_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUN3515234512(NAD 83)
 DP9606
 DP9606                          SUPERSEDED SURVEY CONTROL
 DP9606
 DP9606.No superseded survey control is available for this station.
 DP9606
 DP9606_MARKER: F = FLANGE-ENCASED ROD
 DP9606_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DP9606_STAMPING: 1505 R 2014
 DP9606_MARK LOGO: MNDT
 DP9606_PROJECTION: FLUSH
 DP9606_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DP9606_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DP9606_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP9606+SATELLITE: SATELLITE OBSERVATIONS - August 19, 2014
 DP9606_ROD/PIPE-DEPTH: 13.4 meters
 DP9606
 DP9606  HISTORY     - Date     Condition        Report By
 DP9606  HISTORY     - 20140819 MONUMENTED       MNDT
 DP9606
 DP9606                          STATION DESCRIPTION
 DP9606
 DP9606'DESCRIBED BY MN DEPT OF TRANSP 2014
 DP9606'THE STATION IS LOCATED ABOUT 10.6 MI (17.1 KM) EAST-SOUTHEAST OF
 DP9606'ZERKEL, 10.0 MI (16.1 KM) SOUTH-SOUTHEAST OF ALIDA AND 9.2 MI (14.8
 DP9606'KM) WEST-NORTHWEST OF LAKE GEORGE.
 DP9606'
 DP9606'TO REACH THE MARK GO 1.75 MI (2.8 KM) SOUTHEAST ALONG TRUNK HIGHWAY
 DP9606'200 FROM THE JUNCTION OF TRUNK HIGHWAY 200 AND COUNTY ROAD 2 IN LAKE
 DP9606'ITASCA, AT TRUNK HIGHWAY 200 MILE POINT 86.55.
 DP9606'
 DP9606'THE MARK IS LOCATED 23.2 FT (7.1 M) NORTHEAST OF TRUNK HIGHWAY 200,
 DP9606'1.5 FT (0.5 M) SOUTHWEST OF A WITNESS POST.
 DP9606'
 DP9606'NOTE - THE STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM
 DP9606'ROD DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION REMOVABLE
 DP9606'DISK SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH
 DP9606'PVC PIPE BACK FILLED WITH WASHED SAND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DP9605 ***********************************************************************
 DP9605  DESIGNATION -  1505 S
 DP9605  PID         -  DP9605
 DP9605  STATE/COUNTY-  MN/CLEARWATER
 DP9605  COUNTRY     -  US
 DP9605  USGS QUAD   -  LAKE ITASCA (2019)
 DP9605
 DP9605                         *CURRENT SURVEY CONTROL
 DP9605  ______________________________________________________________________
 DP9605* NAD 83(1986) POSITION- 47 14 51.19   (N) 095 11 42.79   (W)   HD_HELD1
 DP9605* NAVD 88 ORTHO HEIGHT -   461.539 (meters)     1514.23  (feet) ADJUSTED
 DP9605  ______________________________________________________________________
 DP9605  GEOID HEIGHT    -        -27.454 (meters)                     GEOID18
 DP9605  DYNAMIC HEIGHT  -        461.577 (meters)     1514.36  (feet) COMP
 DP9605  MODELED GRAVITY -    980,680.5   (mgal)                       NAVD 88
 DP9605
 DP9605  VERT ORDER      -  SECOND    CLASS I
 DP9605
 DP9605.The horizontal coordinates were determined by differentially corrected
 DP9605.hand held GPS observations or other comparable positioning techniques
 DP9605.and have an estimated accuracy of +/- 3 meters.
 DP9605
 DP9605.The orthometric height was determined by differential leveling and
 DP9605.adjusted by the NATIONAL GEODETIC SURVEY
 DP9605.in August 2019.
 DP9605
 DP9605.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP9605.GEOID18 height accuracy estimate available here.
 DP9605
 DP9605.Click photographs - Photos may exist for this station.
 DP9605
 DP9605.The dynamic height is computed by dividing the NAVD 88
 DP9605.geopotential number by the normal gravity value computed on the
 DP9605.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP9605.degrees latitude (g = 980.6199 gals.).
 DP9605
 DP9605.The modeled gravity was interpolated from observed gravity values.
 DP9605
 DP9605;                    North         East    Units  Estimated Accuracy
 DP9605;SPC MN N     -   185,257.8     641,410.1     MT  (+/- 3 meters HH1 GPS) 
 DP9605
 DP9605_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUN3388235011(NAD 83)
 DP9605
 DP9605                          SUPERSEDED SURVEY CONTROL
 DP9605
 DP9605.No superseded survey control is available for this station.
 DP9605
 DP9605_MARKER: F = FLANGE-ENCASED ROD
 DP9605_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DP9605_STAMPING: 1505 S 2014
 DP9605_MARK LOGO: MNDT
 DP9605_PROJECTION: FLUSH
 DP9605_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DP9605_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DP9605_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP9605+SATELLITE: SATELLITE OBSERVATIONS - July 14, 2021
 DP9605_ROD/PIPE-DEPTH: 13.4 meters
 DP9605
 DP9605  HISTORY     - Date     Condition        Report By
 DP9605  HISTORY     - 20140819 MONUMENTED       MNDT
 DP9605  HISTORY     - 20151021 GOOD             MNDT
 DP9605  HISTORY     - 20210714 GOOD             MNDT
 DP9605  HISTORY     - 20210714 GOOD             MNDT
 DP9605
 DP9605                          STATION DESCRIPTION
 DP9605
 DP9605'DESCRIBED BY MN DEPT OF TRANSP 2014
 DP9605'THE STATION IS LOCATED ABOUT 10.0 MI (16.1 KM) WEST-NORTHWEST OF LAKE
 DP9605'GEORGE, 9.8 MI (15.8 KM) EAST-SOUTHEAST OF ZERKEL AND 9.6 MI (15.4 KM)
 DP9605'SOUTH OF ALIDA.
 DP9605'
 DP9605'TO REACH THE MARK GO 0.9 MI (1.4 KM) SOUTHEAST ALONG TRUNK HIGHWAY 200
 DP9605'FROM THE JUNCTION OF TRUNK HIGHWAY 200 AND COUNTY ROAD 2 IN LAKE
 DP9605'ITASCA, AT TRUNK HIGHWAY 200 MILE POINT 85.8.
 DP9605'
 DP9605'THE MARK IS LOCATED 22.9 FT (7.0 M) SOUTHWEST OF TRUNK HIGHWAY 200,
 DP9605'1.5 FT (0.5 M) NORTHEAST OF A WITNESS POST.
 DP9605'
 DP9605'NOTE - THE STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM
 DP9605'ROD DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION REMOVABLE
 DP9605'DISK SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH
 DP9605'PVC PIPE BACK FILLED WITH WASHED SAND.
 DP9605
 DP9605                          STATION RECOVERY (2015)
 DP9605
 DP9605'RECOVERY NOTE BY MN DEPT OF TRANSP 2015 (MPP)
 DP9605'RECOVERED AS DESCRIBED.
 DP9605'
 DP9605'NOTE-THE STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM ROD
 DP9605'DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION REMOVABLE DISK
 DP9605'SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH PVC
 DP9605'PIPE BACK FILLED WITH WASHED SAND.
 DP9605
 DP9605                          STATION RECOVERY (2021)
 DP9605
 DP9605'RECOVERY NOTE BY MN DEPT OF TRANSP 2021 (TJD)
 DP9605'RECOVERED IN GOOD CONDITION.
 DP9605
 DP9605                          STATION RECOVERY (2021)
 DP9605
 DP9605'RECOVERY NOTE BY MN DEPT OF TRANSP 2021 (TJD)
 DP9605'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DP9601 ***********************************************************************
 DP9601  DESIGNATION -  1505 T
 DP9601  PID         -  DP9601
 DP9601  STATE/COUNTY-  MN/CLEARWATER
 DP9601  COUNTRY     -  US
 DP9601  USGS QUAD   -  LA SALLE LAKE (2019)
 DP9601
 DP9601                         *CURRENT SURVEY CONTROL
 DP9601  ______________________________________________________________________
 DP9601* NAD 83(1986) POSITION- 47 15 00.07   (N) 095 14 35.14   (W)   HD_HELD1
 DP9601* NAVD 88 ORTHO HEIGHT -   456.078 (meters)     1496.32  (feet) ADJUSTED
 DP9601  ______________________________________________________________________
 DP9601  GEOID HEIGHT    -        -27.432 (meters)                     GEOID18
 DP9601  DYNAMIC HEIGHT  -        456.113 (meters)     1496.43  (feet) COMP
 DP9601  MODELED GRAVITY -    980,675.5   (mgal)                       NAVD 88
 DP9601
 DP9601  VERT ORDER      -  SECOND    CLASS I
 DP9601
 DP9601.The horizontal coordinates were determined by differentially corrected
 DP9601.hand held GPS observations or other comparable positioning techniques
 DP9601.and have an estimated accuracy of +/- 3 meters.
 DP9601
 DP9601.The orthometric height was determined by differential leveling and
 DP9601.adjusted by the NATIONAL GEODETIC SURVEY
 DP9601.in August 2019.
 DP9601
 DP9601.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP9601.GEOID18 height accuracy estimate available here.
 DP9601
 DP9601.Click photographs - Photos may exist for this station.
 DP9601
 DP9601.The dynamic height is computed by dividing the NAVD 88
 DP9601.geopotential number by the normal gravity value computed on the
 DP9601.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP9601.degrees latitude (g = 980.6199 gals.).
 DP9601
 DP9601.The modeled gravity was interpolated from observed gravity values.
 DP9601
 DP9601;                    North         East    Units  Estimated Accuracy
 DP9601;SPC MN N     -   185,631.2     637,794.9     MT  (+/- 3 meters HH1 GPS) 
 DP9601
 DP9601_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUN3026735388(NAD 83)
 DP9601
 DP9601                          SUPERSEDED SURVEY CONTROL
 DP9601
 DP9601.No superseded survey control is available for this station.
 DP9601
 DP9601_MARKER: F = FLANGE-ENCASED ROD
 DP9601_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DP9601_STAMPING: 1505 T 2014
 DP9601_MARK LOGO: MNDT
 DP9601_PROJECTION: FLUSH
 DP9601_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DP9601_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DP9601_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP9601+SATELLITE: SATELLITE OBSERVATIONS - February 05, 2020
 DP9601_ROD/PIPE-DEPTH: 16.5 meters
 DP9601
 DP9601  HISTORY     - Date     Condition        Report By
 DP9601  HISTORY     - 20140819 MONUMENTED       MNDT
 DP9601  HISTORY     - 20200205 GOOD             MNDT
 DP9601
 DP9601                          STATION DESCRIPTION
 DP9601
 DP9601'DESCRIBED BY MN DEPT OF TRANSP 2014
 DP9601'THE STATION IS LOCATED ABOUT 12.2 MI (19.6 KM) WEST-NORTHWEST OF LAKE
 DP9601'GEORGE, 9.2 MI (14.8 KM) SOUTH OF ALIDA AND 7.7 MI (12.4 KM)
 DP9601'EAST-SOUTHEAST OF ZERKEL.
 DP9601'
 DP9601'TO REACH THE MARK GO 1.45 MI (2.3 KM) WEST ALONG TRUNK HIGHWAY 200
 DP9601'FROM THE JUNCTION OF TRUNK HIGHWAY 200 AND COUNTY ROAD 2 IN LAKE
 DP9601'ITASCA, AT TRUNK HIGHWAY 200 MILE POINT 83.3.
 DP9601'
 DP9601'THE MARK IS LOCATED 41.0 FT (12.5 M) NORTH-NORTHWEST OF TRUNK HIGHWAY
 DP9601'200, 1.5 FT (0.5 M) SOUTH-SOUTHEAST OF A WITNESS POST.
 DP9601'
 DP9601'NOTE - THE STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM
 DP9601'ROD DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION REMOVABLE
 DP9601'DISK SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH
 DP9601'PVC PIPE BACK FILLED WITH WASHED SAND.
 DP9601
 DP9601                          STATION RECOVERY (2020)
 DP9601
 DP9601'RECOVERY NOTE BY MN DEPT OF TRANSP 2020 (DAS)
 DP9601'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DP9599 ***********************************************************************
 DP9599  DESIGNATION -  1505 U
 DP9599  PID         -  DP9599
 DP9599  STATE/COUNTY-  MN/CLEARWATER
 DP9599  COUNTRY     -  US
 DP9599  USGS QUAD   -  HEART LAKE (2019)
 DP9599
 DP9599                         *CURRENT SURVEY CONTROL
 DP9599  ______________________________________________________________________
 DP9599* NAD 83(1986) POSITION- 47 15 24.96   (N) 095 15 37.40   (W)   HD_HELD1
 DP9599* NAVD 88 ORTHO HEIGHT -   468.985 (meters)     1538.66  (feet) ADJUSTED
 DP9599  ______________________________________________________________________
 DP9599  GEOID HEIGHT    -        -27.433 (meters)                     GEOID18
 DP9599  DYNAMIC HEIGHT  -        469.021 (meters)     1538.78  (feet) COMP
 DP9599  MODELED GRAVITY -    980,674.4   (mgal)                       NAVD 88
 DP9599
 DP9599  VERT ORDER      -  SECOND    CLASS I
 DP9599
 DP9599.The horizontal coordinates were determined by differentially corrected
 DP9599.hand held GPS observations or other comparable positioning techniques
 DP9599.and have an estimated accuracy of +/- 3 meters.
 DP9599
 DP9599.The orthometric height was determined by differential leveling and
 DP9599.adjusted by the NATIONAL GEODETIC SURVEY
 DP9599.in August 2019.
 DP9599
 DP9599.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP9599.GEOID18 height accuracy estimate available here.
 DP9599
 DP9599.Click photographs - Photos may exist for this station.
 DP9599
 DP9599.The dynamic height is computed by dividing the NAVD 88
 DP9599.geopotential number by the normal gravity value computed on the
 DP9599.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP9599.degrees latitude (g = 980.6199 gals.).
 DP9599
 DP9599.The modeled gravity was interpolated from observed gravity values.
 DP9599
 DP9599;                    North         East    Units  Estimated Accuracy
 DP9599;SPC MN N     -   186,436.0     636,507.7     MT  (+/- 3 meters HH1 GPS) 
 DP9599
 DP9599_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUN2898136194(NAD 83)
 DP9599
 DP9599                          SUPERSEDED SURVEY CONTROL
 DP9599
 DP9599.No superseded survey control is available for this station.
 DP9599
 DP9599_MARKER: F = FLANGE-ENCASED ROD
 DP9599_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DP9599_STAMPING: 1505 U 2014
 DP9599_MARK LOGO: MNDT
 DP9599_PROJECTION: FLUSH
 DP9599_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DP9599_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DP9599_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP9599+SATELLITE: SATELLITE OBSERVATIONS - July 14, 2021
 DP9599_ROD/PIPE-DEPTH: 7.6 meters
 DP9599
 DP9599  HISTORY     - Date     Condition        Report By
 DP9599  HISTORY     - 20140819 MONUMENTED       MNDT
 DP9599  HISTORY     - 20210714 GOOD             MNDT
 DP9599
 DP9599                          STATION DESCRIPTION
 DP9599
 DP9599'DESCRIBED BY MN DEPT OF TRANSP 2014
 DP9599'THE STATION IS LOCATED ABOUT 13.2 MI (21.2 KM) WEST-NORTHWEST OF LAKE
 DP9599'GEORGE, 8.8 MI (14.2 KM) SOUTH OF ALIDA AND 6.8 MI (10.9 KM)
 DP9599'EAST-SOUTHEAST OF ZERKEL.
 DP9599'
 DP9599'TO REACH THE MARK GO 2.3 MI (3.7 KM) WEST OF LAKE ITASCA, 2.5 MI (4.0
 DP9599'KM) WEST-NORTHWEST ALONG TRUNK HIGHWAY 200 FROM THE JUNCTION OF TRUNK
 DP9599'HIGHWAY 200 AND COUNTY ROAD 2 IN LAKE ITASCA, AT TRUNK HIGHWAY 200
 DP9599'MILE POINT 82.3.
 DP9599'
 DP9599'THE MARK IS LOCATED 42.0 FT (12.8 M) NORTHEAST OF TRUNK HIGHWAY 200,
 DP9599'1.5 FT (0.5 M) SOUTHWEST OF A WITNESS POST.
 DP9599'
 DP9599'NOTE - THE STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM
 DP9599'ROD DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION REMOVABLE
 DP9599'DISK SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH
 DP9599'PVC PIPE BACK FILLED WITH WASHED SAND.
 DP9599
 DP9599                          STATION RECOVERY (2021)
 DP9599
 DP9599'RECOVERY NOTE BY MN DEPT OF TRANSP 2021 (TJD)
 DP9599'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DP9596 ***********************************************************************
 DP9596  DESIGNATION -  1505 V
 DP9596  PID         -  DP9596
 DP9596  STATE/COUNTY-  MN/CLEARWATER
 DP9596  COUNTRY     -  US
 DP9596  USGS QUAD   -  HEART LAKE (2019)
 DP9596
 DP9596                         *CURRENT SURVEY CONTROL
 DP9596  ______________________________________________________________________
 DP9596* NAD 83(1986) POSITION- 47 16 48.90   (N) 095 18 04.38   (W)   HD_HELD1
 DP9596* NAVD 88 ORTHO HEIGHT -   475.105 (meters)     1558.74  (feet) ADJUSTED
 DP9596  ______________________________________________________________________
 DP9596  GEOID HEIGHT    -        -27.446 (meters)                     GEOID18
 DP9596  DYNAMIC HEIGHT  -        475.141 (meters)     1558.86  (feet) COMP
 DP9596  MODELED GRAVITY -    980,673.9   (mgal)                       NAVD 88
 DP9596
 DP9596  VERT ORDER      -  SECOND    CLASS I
 DP9596
 DP9596.The horizontal coordinates were determined by differentially corrected
 DP9596.hand held GPS observations or other comparable positioning techniques
 DP9596.and have an estimated accuracy of +/- 3 meters.
 DP9596
 DP9596.The orthometric height was determined by differential leveling and
 DP9596.adjusted by the NATIONAL GEODETIC SURVEY
 DP9596.in August 2019.
 DP9596
 DP9596.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP9596.GEOID18 height accuracy estimate available here.
 DP9596
 DP9596.Click photographs - Photos may exist for this station.
 DP9596
 DP9596.The dynamic height is computed by dividing the NAVD 88
 DP9596.geopotential number by the normal gravity value computed on the
 DP9596.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP9596.degrees latitude (g = 980.6199 gals.).
 DP9596
 DP9596.The modeled gravity was interpolated from observed gravity values.
 DP9596
 DP9596;                    North         East    Units  Estimated Accuracy
 DP9596;SPC MN N     -   189,114.2     633,492.6     MT  (+/- 3 meters HH1 GPS) 
 DP9596
 DP9596_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUN2596938876(NAD 83)
 DP9596
 DP9596                          SUPERSEDED SURVEY CONTROL
 DP9596
 DP9596.No superseded survey control is available for this station.
 DP9596
 DP9596_MARKER: F = FLANGE-ENCASED ROD
 DP9596_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DP9596_STAMPING: 1505 V 2014
 DP9596_MARK LOGO: MNDT
 DP9596_PROJECTION: RECESSED 5 CENTIMETERS
 DP9596_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DP9596_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DP9596_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP9596+SATELLITE: SATELLITE OBSERVATIONS - July 14, 2021
 DP9596_ROD/PIPE-DEPTH: 4.0 meters
 DP9596
 DP9596  HISTORY     - Date     Condition        Report By
 DP9596  HISTORY     - 20140819 MONUMENTED       MNDT
 DP9596  HISTORY     - 20210714 GOOD             MNDT
 DP9596
 DP9596                          STATION DESCRIPTION
 DP9596
 DP9596'DESCRIBED BY MN DEPT OF TRANSP 2014
 DP9596'THE STATION IS LOCATED ABOUT 12.2 MI (19.6 KM) EAST-SOUTHEAST OF ROY
 DP9596'LAKE, 7.8 MI (12.6 KM) SOUTH-SOUTHWEST OF ALIDA AND 4.3 MI (6.9 KM)
 DP9596'EAST-SOUTHEAST OF ZERKEL.
 DP9596'
 DP9596'TO REACH THE MARK GO 5.4 MI (8.7 KM) SOUTH ALONG TRUNK HIGHWAY 200
 DP9596'FROM THE JUNCTION OF TRUNK HIGHWAY 200 AND TRUNK HIGHWAY 92 IN ZERKEL,
 DP9596'AT TRUNK HIGHWAY 200 MILE POINT 79.8.
 DP9596'
 DP9596'36.6 FT (11.2 M) NORTH-NORTHEAST OF TRUNK HIGHWAY 200, 1.5 FT (0.5 M)
 DP9596'SOUTH-SOUTHWEST OF A WITNESS POST.
 DP9596'
 DP9596'NOTE - THE STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM
 DP9596'ROD DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION REMOVABLE
 DP9596'DISK SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH
 DP9596'PVC PIPE BACK FILLED WITH WASHED SAND.
 DP9596
 DP9596                          STATION RECOVERY (2021)
 DP9596
 DP9596'RECOVERY NOTE BY MN DEPT OF TRANSP 2021 (TJD)
 DP9596'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DP9595 ***********************************************************************
 DP9595  DESIGNATION -  1505 W
 DP9595  PID         -  DP9595
 DP9595  STATE/COUNTY-  MN/CLEARWATER
 DP9595  COUNTRY     -  US
 DP9595  USGS QUAD   -  HEART LAKE (2019)
 DP9595
 DP9595                         *CURRENT SURVEY CONTROL
 DP9595  ______________________________________________________________________
 DP9595* NAD 83(1986) POSITION- 47 17 15.41   (N) 095 19 09.97   (W)   HD_HELD1
 DP9595* NAVD 88 ORTHO HEIGHT -   473.250 (meters)     1552.65  (feet) ADJUSTED
 DP9595  ______________________________________________________________________
 DP9595  GEOID HEIGHT    -        -27.450 (meters)                     GEOID18
 DP9595  DYNAMIC HEIGHT  -        473.285 (meters)     1552.77  (feet) COMP
 DP9595  MODELED GRAVITY -    980,673.5   (mgal)                       NAVD 88
 DP9595
 DP9595  VERT ORDER      -  SECOND    CLASS I
 DP9595
 DP9595.The horizontal coordinates were determined by differentially corrected
 DP9595.hand held GPS observations or other comparable positioning techniques
 DP9595.and have an estimated accuracy of +/- 3 meters.
 DP9595
 DP9595.The orthometric height was determined by differential leveling and
 DP9595.adjusted by the NATIONAL GEODETIC SURVEY
 DP9595.in August 2019.
 DP9595
 DP9595.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP9595.GEOID18 height accuracy estimate available here.
 DP9595
 DP9595.Click photographs - Photos may exist for this station.
 DP9595
 DP9595.The dynamic height is computed by dividing the NAVD 88
 DP9595.geopotential number by the normal gravity value computed on the
 DP9595.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP9595.degrees latitude (g = 980.6199 gals.).
 DP9595
 DP9595.The modeled gravity was interpolated from observed gravity values.
 DP9595
 DP9595;                    North         East    Units  Estimated Accuracy
 DP9595;SPC MN N     -   189,972.0     632,138.3     MT  (+/- 3 meters HH1 GPS) 
 DP9595
 DP9595_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUN2461539735(NAD 83)
 DP9595
 DP9595                          SUPERSEDED SURVEY CONTROL
 DP9595
 DP9595.No superseded survey control is available for this station.
 DP9595
 DP9595_MARKER: F = FLANGE-ENCASED ROD
 DP9595_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DP9595_STAMPING: 1505 W 2014
 DP9595_MARK LOGO: MNDT
 DP9595_PROJECTION: RECESSED 8 CENTIMETERS
 DP9595_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DP9595_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DP9595_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP9595+SATELLITE: SATELLITE OBSERVATIONS - July 14, 2021
 DP9595_ROD/PIPE-DEPTH: 9.1 meters
 DP9595
 DP9595  HISTORY     - Date     Condition        Report By
 DP9595  HISTORY     - 20140820 MONUMENTED       MNDT
 DP9595  HISTORY     - 20210714 GOOD             MNDT
 DP9595
 DP9595                          STATION DESCRIPTION
 DP9595
 DP9595'DESCRIBED BY MN DEPT OF TRANSP 2014
 DP9595'THE STATION IS LOCATED ABOUT 11.2 MI (18.0 KM) EAST-SOUTHEAST OF ROY
 DP9595'LAKE, 7.7 MI (12.4 KM) SOUTH-SOUTHWEST OF ALIDA AND 3.3 MI (5.3 KM)
 DP9595'EAST-SOUTHEAST OF ZERKEL.
 DP9595'
 DP9595'TO REACH THE MARK GO 4.4 MI (7.1 KM) SOUTH AND EAST ALONG TRUNK
 DP9595'HIGHWAY 200 FROM THE JUNCTION OF TRUNK HIGHWAY 200 AND TRUNK HIGHWAY
 DP9595'92 IN ZERKEL, AT TRUNK HIGHWAY 200 MILE POINT 78.75.
 DP9595'
 DP9595'THE MARK 37.5 FT (11.4 M) NORTHEAST OF TRUNK HIGHWAY 200, 1.5 FT (0.5
 DP9595'M) SOUTHWEST OF A WITNESS POST.
 DP9595'
 DP9595'NOTE - THE STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM
 DP9595'ROD DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION REMOVABLE
 DP9595'DISK SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH
 DP9595'PVC PIPE BACK FILLED WITH WASHED SAND.
 DP9595
 DP9595                          STATION RECOVERY (2021)
 DP9595
 DP9595'RECOVERY NOTE BY MN DEPT OF TRANSP 2021 (TJD)
 DP9595'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DP9592 ***********************************************************************
 DP9592  DESIGNATION -  1505 X
 DP9592  PID         -  DP9592
 DP9592  STATE/COUNTY-  MN/CLEARWATER
 DP9592  COUNTRY     -  US
 DP9592  USGS QUAD   -  HEART LAKE (2019)
 DP9592
 DP9592                         *CURRENT SURVEY CONTROL
 DP9592  ______________________________________________________________________
 DP9592* NAD 83(1986) POSITION- 47 17 20.38   (N) 095 21 55.89   (W)   HD_HELD1
 DP9592* NAVD 88 ORTHO HEIGHT -   481.807 (meters)     1580.73  (feet) ADJUSTED
 DP9592  ______________________________________________________________________
 DP9592  GEOID HEIGHT    -        -27.428 (meters)                     GEOID18
 DP9592  DYNAMIC HEIGHT  -        481.842 (meters)     1580.84  (feet) COMP
 DP9592  MODELED GRAVITY -    980,671.2   (mgal)                       NAVD 88
 DP9592
 DP9592  VERT ORDER      -  SECOND    CLASS I
 DP9592
 DP9592.The horizontal coordinates were determined by differentially corrected
 DP9592.hand held GPS observations or other comparable positioning techniques
 DP9592.and have an estimated accuracy of +/- 3 meters.
 DP9592
 DP9592.The orthometric height was determined by differential leveling and
 DP9592.adjusted by the NATIONAL GEODETIC SURVEY
 DP9592.in August 2019.
 DP9592
 DP9592.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP9592.GEOID18 height accuracy estimate available here.
 DP9592
 DP9592.Click photographs - Photos may exist for this station.
 DP9592
 DP9592.The dynamic height is computed by dividing the NAVD 88
 DP9592.geopotential number by the normal gravity value computed on the
 DP9592.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP9592.degrees latitude (g = 980.6199 gals.).
 DP9592
 DP9592.The modeled gravity was interpolated from observed gravity values.
 DP9592
 DP9592;                    North         East    Units  Estimated Accuracy
 DP9592;SPC MN N     -   190,226.5     628,658.0     MT  (+/- 3 meters HH1 GPS) 
 DP9592
 DP9592_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUN2113539993(NAD 83)
 DP9592
 DP9592                          SUPERSEDED SURVEY CONTROL
 DP9592
 DP9592.No superseded survey control is available for this station.
 DP9592
 DP9592_MARKER: F = FLANGE-ENCASED ROD
 DP9592_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DP9592_STAMPING: 1505 X 2014
 DP9592_MARK LOGO: MNDT
 DP9592_PROJECTION: RECESSED 8 CENTIMETERS
 DP9592_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DP9592_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DP9592_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP9592+SATELLITE: SATELLITE OBSERVATIONS - August 20, 2014
 DP9592_ROD/PIPE-DEPTH: 7.6 meters
 DP9592
 DP9592  HISTORY     - Date     Condition        Report By
 DP9592  HISTORY     - 20140820 MONUMENTED       MNDT
 DP9592
 DP9592                          STATION DESCRIPTION
 DP9592
 DP9592'DESCRIBED BY MN DEPT OF TRANSP 2014
 DP9592'THE STATION IS LOCATED ABOUT 9.1 MI (14.6 KM) EAST-SOUTHEAST OF ROY
 DP9592'LAKE, 9.0 MI (14.5 KM) SOUTHWEST OF ALIDA AND 1.7 MI (2.7 KM)
 DP9592'SOUTH-SOUTHEAST OF ZERKEL.
 DP9592'
 DP9592'THE MARK IS LOCATED 2.2 MI (3.5 KM) SOUTH ALONG TRUNK HIGHWAY 200 FROM
 DP9592'THE JUNCTION OF TRUNK HIGHWAY 200 AND TRUNK HIGHWAY 92 IN ZERKEL, AT
 DP9592'TRUNK HIGHWAY 200 MILE POINT 76.6.
 DP9592'
 DP9592'THE MARK IS LOCATED 38.6 FT (11.8 M) NORTH OF TRUNK HIGHWAY 200, 52 FT
 DP9592'(15.8 M) EAST OF ENTRANCE, 1.5 FT (0.5 M) SOUTH OF A WITNESS POST.
 DP9592'
 DP9592'NOTE - THE STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM
 DP9592'ROD DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION REMOVABLE
 DP9592'DISK SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH
 DP9592'PVC PIPE BACK FILLED WITH WASHED SAND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DP9589 ***********************************************************************
 DP9589  DESIGNATION -  1505 Y
 DP9589  PID         -  DP9589
 DP9589  STATE/COUNTY-  MN/CLEARWATER
 DP9589  COUNTRY     -  US
 DP9589  USGS QUAD   -  ZERKEL (2019)
 DP9589
 DP9589                         *CURRENT SURVEY CONTROL
 DP9589  ______________________________________________________________________
 DP9589* NAD 83(2011) POSITION- 47 18 00.30956(N) 095 22 57.88551(W)   ADJUSTED
 DP9589* NAD 83(2011) ELLIP HT-   438.209 (meters)        (12/12/18)   ADJUSTED
 DP9589* NAD 83(2011) EPOCH   -  2010.00
 DP9589* NAVD 88 ORTHO HEIGHT -   465.672 (meters)     1527.79  (feet) ADJUSTED
 DP9589  ______________________________________________________________________
 DP9589  GEOID HEIGHT    -        -27.448 (meters)                     GEOID18
 DP9589  NAD 83(2011) X  -   -406,521.620 (meters)                     COMP
 DP9589  NAD 83(2011) Y  - -4,314,416.490 (meters)                     COMP
 DP9589  NAD 83(2011) Z  -  4,664,775.454 (meters)                     COMP
 DP9589  LAPLACE CORR    -         -0.95  (seconds)                    DEFLEC18
 DP9589  DYNAMIC HEIGHT  -        465.707 (meters)     1527.91  (feet) COMP
 DP9589  MODELED GRAVITY -    980,673.4   (mgal)                       NAVD 88
 DP9589
 DP9589  VERT ORDER      -  SECOND    CLASS I
 DP9589
 DP9589  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DP9589  Standards:
 DP9589         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DP9589            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DP9589  -------------------------------------------------------------------
 DP9589  NETWORK    0.30   0.63           0.14   0.10   0.32     -0.02349548
 DP9589  -------------------------------------------------------------------
 DP9589  Click here for local accuracies and other accuracy information.
 DP9589
 DP9589.The horizontal coordinates were established by GPS observations
 DP9589.and adjusted by the MN DEPT OF TRANSP in December 2018.
 DP9589
 DP9589.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DP9589.been affixed to the stable North American tectonic plate. See 
 DP9589.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DP9589
 DP9589.The horizontal coordinates are valid at the epoch date displayed above
 DP9589.which is a decimal equivalence of Year/Month/Day.
 DP9589
 DP9589.The orthometric height was determined by differential leveling and
 DP9589.adjusted by the NATIONAL GEODETIC SURVEY
 DP9589.in August 2019.
 DP9589
 DP9589.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP9589.GEOID18 height accuracy estimate available here.
 DP9589
 DP9589.Click photographs - Photos may exist for this station.
 DP9589
 DP9589.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DP9589
 DP9589.The Laplace correction was computed from DEFLEC18 derived deflections.
 DP9589
 DP9589.The ellipsoidal height was determined by GPS observations
 DP9589.and is referenced to NAD 83.
 DP9589
 DP9589.The dynamic height is computed by dividing the NAVD 88
 DP9589.geopotential number by the normal gravity value computed on the
 DP9589.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP9589.degrees latitude (g = 980.6199 gals.).
 DP9589
 DP9589.The modeled gravity was interpolated from observed gravity values.
 DP9589
 DP9589. The following values were computed from the NAD 83(2011) position.
 DP9589
 DP9589;                    North         East     Units Scale Factor Converg.
 DP9589;SPC MN N     -   191,497.327   627,392.327   MT  0.99994618   -1 41 31.3
 DP9589;SPC MN N     -   628,270.81  2,058,369.66   sFT  0.99994618   -1 41 31.3
 DP9589;UTM  15      - 5,241,265.838   319,871.219   MT  0.99999877   -1 45 05.7
 DP9589
 DP9589!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DP9589!SPC MN N     -   0.99993132  x   0.99994618  =   0.99987750
 DP9589!UTM  15      -   0.99993132  x   0.99999877  =   0.99993009
 DP9589
 DP9589_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUN1987141265(NAD 83)
 DP9589
 DP9589                          SUPERSEDED SURVEY CONTROL
 DP9589
 DP9589.No superseded survey control is available for this station.
 DP9589
 DP9589_MARKER: I = METAL ROD
 DP9589_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DP9589_STAMPING: 1505 Y 2014
 DP9589_MARK LOGO: MNDT
 DP9589_PROJECTION: RECESSED 3 CENTIMETERS
 DP9589_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DP9589_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DP9589_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP9589+SATELLITE: SATELLITE OBSERVATIONS - November 30, 2023
 DP9589_ROD/PIPE-DEPTH: 12.2 meters
 DP9589
 DP9589  HISTORY     - Date     Condition        Report By
 DP9589  HISTORY     - 20140820 MONUMENTED       MNDT
 DP9589  HISTORY     - 20170504 GOOD             MNDT
 DP9589  HISTORY     - 20190917 GOOD             MNDT
 DP9589  HISTORY     - 20231130 GOOD             MNDT
 DP9589
 DP9589                          STATION DESCRIPTION
 DP9589
 DP9589'DESCRIBED BY MN DEPT OF TRANSP 2014
 DP9589'THE STATION IS LOCATED ABOUT 9.0 MI (14.5 KM) SOUTHWEST OF ALIDA, 8.1
 DP9589'MI (13.0 KM) EAST-SOUTHEAST OF ROY LAKE AND 0.7 MI (1.1 KM) SOUTH OF
 DP9589'ZERKEL.
 DP9589'
 DP9589'TO REACH THE MARK GO 0.7 MI (1.1 KM) SOUTH ALONG TRUNK HIGHWAY 200
 DP9589'FROM THE JUNCTION OF TRUNK HIGHWAY 200 AND TRUNK HIGHWAY 92 IN ZERKEL,
 DP9589'AT TRUNK HIGHWAY 200 MILE POINT 75.1.
 DP9589'
 DP9589'THE MARK IS LOCATED 81.4 FT (24.8 M) WEST OF TRUNK HIGHWAY 200, 35.0
 DP9589'FT (10.7 M) NORTH OF ROCKSTAD LAKE ROAD, 1.5 FT (0.5 M) EAST OF A
 DP9589'WITNESS POST.
 DP9589'
 DP9589'NOTE - THE STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM
 DP9589'ROD DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION REMOVABLE
 DP9589'DISK SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH
 DP9589'PVC PIPE BACK FILLED WITH WASHED SAND.
 DP9589
 DP9589                          STATION RECOVERY (2017)
 DP9589
 DP9589'RECOVERY NOTE BY MN DEPT OF TRANSP 2017 (JLM)
 DP9589'0.7 MILE SOUTH OF ZERKEL, 0.7 MILE SOUTH ALONG TRUNK HIGHWAY 200 FROM
 DP9589'THE JUNCTION OF TRUNK HIGHWAY 200 AND TRUNK HIGHWAY 92 IN ZERKEL, AT
 DP9589'TRUNK HIGHWAY 200 MILEPOINT 75.1, 81.4 FEET WEST OF TRUNK HIGHWAY 200,
 DP9589'35.0 FEET NORTH OF ROCKSTAD LAKE ROAD, 1.5 FEET EAST OF A WITNESS
 DP9589'POST.
 DP9589
 DP9589                          STATION RECOVERY (2019)
 DP9589
 DP9589'RECOVERY NOTE BY MN DEPT OF TRANSP 2019 (KMS)
 DP9589'0.75 MI (1.21 KM) SOUTH OF ZERKEL, 0.75 MI (1.21 KM) SOUTH ALONG TRUNK
 DP9589'HIGHWAY 200 FROM THE JUNCTION OF TRUNK HIGHWAY 200 AND TRUNK HIGHWAY
 DP9589'92 IN ZERKEL, AT TRUNK HIGHWAY 200 MILE POINT 75.1, 81.4 FT (24.8 M)
 DP9589'WEST OF TRUNK HIGHWAY 200, 35.0 FT (10.7 M) NORTH OF ROCKSTAD LAKE
 DP9589'ROAD, 1.5 FT (0.5 M) EAST OF A WITNESS POST.
 DP9589
 DP9589                          STATION RECOVERY (2023)
 DP9589
 DP9589'RECOVERY NOTE BY MN DEPT OF TRANSP 2023 (KMS)
 DP9589'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DS2675 ***********************************************************************
 DS2675  HT_MOD      -  This is a Height Modernization Survey Station.
 DS2675  DESIGNATION -  1506 A RESET
 DS2675  PID         -  DS2675
 DS2675  STATE/COUNTY-  MN/CLEARWATER
 DS2675  COUNTRY     -  US
 DS2675  USGS QUAD   -  ZERKEL (2019)
 DS2675
 DS2675                         *CURRENT SURVEY CONTROL
 DS2675  ______________________________________________________________________
 DS2675* NAD 83(2011) POSITION- 47 18 39.49742(N) 095 22 55.88761(W)   ADJUSTED
 DS2675* NAD 83(2011) ELLIP HT-   446.730 (meters)        (08/28/24)   ADJUSTED
 DS2675* NAD 83(2011) EPOCH   -  2010.00
 DS2675* NAVD 88 ORTHO HEIGHT -   474.19  (meters)     1555.7   (feet) GPS OBS
 DS2675  ______________________________________________________________________
 DS2675  GEOID HEIGHT    -        -27.471 (meters)                     GEOID18
 DS2675  NAD 83(2011) X  -   -406,396.934 (meters)                     COMP
 DS2675  NAD 83(2011) Y  - -4,313,540.554 (meters)                     COMP
 DS2675  NAD 83(2011) Z  -  4,665,602.408 (meters)                     COMP
 DS2675  LAPLACE CORR    -         -1.00  (seconds)                    DEFLEC18
 DS2675
 DS2675  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DS2675  Standards:
 DS2675         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DS2675            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DS2675  -------------------------------------------------------------------
 DS2675  NETWORK    0.49   0.71           0.22   0.17   0.36     -0.06364993
 DS2675  -------------------------------------------------------------------
 DS2675  Click here for local accuracies and other accuracy information.
 DS2675
 DS2675.The horizontal coordinates were established by GPS observations
 DS2675.and adjusted by the MN DEPT OF TRANSP in August 2024.
 DS2675
 DS2675.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DS2675.been affixed to the stable North American tectonic plate. See 
 DS2675.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DS2675
 DS2675.The horizontal coordinates are valid at the epoch date displayed above
 DS2675.which is a decimal equivalence of Year/Month/Day.
 DS2675
 DS2675.The orthometric height was determined by GPS observations and a
 DS2675.high-resolution geoid model using precise GPS observation and
 DS2675.processing techniques.
 DS2675
 DS2675.Significant digits in the geoid height do not necessarily reflect accuracy.
 DS2675.GEOID18 height accuracy estimate available here.
 DS2675
 DS2675.Click photographs - Photos may exist for this station.
 DS2675
 DS2675.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DS2675
 DS2675.The Laplace correction was computed from DEFLEC18 derived deflections.
 DS2675
 DS2675.The ellipsoidal height was determined by GPS observations
 DS2675.and is referenced to NAD 83.
 DS2675
 DS2675. The following values were computed from the NAD 83(2011) position.
 DS2675
 DS2675;                    North         East     Units Scale Factor Converg.
 DS2675;SPC MN N     -   192,705.711   627,470.002   MT  0.99994444   -1 41 29.8
 DS2675;SPC MN N     -   632,235.32  2,058,624.50   sFT  0.99994444   -1 41 29.8
 DS2675;UTM  15      - 5,242,474.205   319,950.158   MT  0.99999842   -1 45 05.3
 DS2675
 DS2675!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DS2675!SPC MN N     -   0.99992998  x   0.99994444  =   0.99987443
 DS2675!UTM  15      -   0.99992998  x   0.99999842  =   0.99992840
 DS2675
 DS2675_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUN1995042474(NAD 83)
 DS2675
 DS2675                          SUPERSEDED SURVEY CONTROL
 DS2675
 DS2675.No superseded survey control is available for this station.
 DS2675
 DS2675_MARKER: I = METAL ROD
 DS2675_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DS2675_STAMPING: 1506 A RESET 2023
 DS2675_MARK LOGO: MNDT
 DS2675_PROJECTION: RECESSED 5 CENTIMETERS
 DS2675_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DS2675_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DS2675_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DS2675+SATELLITE: SATELLITE OBSERVATIONS - November 30, 2023
 DS2675_ROD/PIPE-DEPTH: 7.3 meters
 DS2675
 DS2675  HISTORY     - Date     Condition        Report By
 DS2675  HISTORY     - 20230801 MONUMENTED       MNDT
 DS2675  HISTORY     - 20231130 GOOD             MNDT
 DS2675
 DS2675                          STATION DESCRIPTION
 DS2675
 DS2675'DESCRIBED BY MN DEPT OF TRANSP 2023 (KMS)
 DS2675'IN ZERKEL, AT THE JUNCTION OF TRUNK HIGHWAY 92 AND TRUNK HIGHWAY 200
 DS2675'AND COUNTY ROAD 37 IN ZERKEL, AT TRUNK HIGHWAY 92 MILEPOINT 71.6, 43.7
 DS2675'FEET EAST OF TRUNK HIGHWAY, 67.2 FEET NORTH OF COUNTY ROAD 37 (210TH
 DS2675'STREET), 1.5 FEET WEST OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DP9586 ***********************************************************************
 DP9586  DESIGNATION -  1506 B
 DP9586  PID         -  DP9586
 DP9586  STATE/COUNTY-  MN/CLEARWATER
 DP9586  COUNTRY     -  US
 DP9586  USGS QUAD   -  ZERKEL (2019)
 DP9586
 DP9586                         *CURRENT SURVEY CONTROL
 DP9586  ______________________________________________________________________
 DP9586* NAD 83(2011) POSITION- 47 19 32.41467(N) 095 22 55.36879(W)   ADJUSTED
 DP9586* NAD 83(2011) ELLIP HT-   443.411 (meters)        (12/12/18)   ADJUSTED
 DP9586* NAD 83(2011) EPOCH   -  2010.00
 DP9586* NAVD 88 ORTHO HEIGHT -   470.920 (meters)     1545.01  (feet) ADJUSTED
 DP9586  ______________________________________________________________________
 DP9586  GEOID HEIGHT    -        -27.499 (meters)                     GEOID18
 DP9586  NAD 83(2011) X  -   -406,273.181 (meters)                     COMP
 DP9586  NAD 83(2011) Y  - -4,312,343.184 (meters)                     COMP
 DP9586  NAD 83(2011) Z  -  4,666,707.922 (meters)                     COMP
 DP9586  LAPLACE CORR    -         -0.75  (seconds)                    DEFLEC18
 DP9586  DYNAMIC HEIGHT  -        470.957 (meters)     1545.13  (feet) COMP
 DP9586  MODELED GRAVITY -    980,677.6   (mgal)                       NAVD 88
 DP9586
 DP9586  VERT ORDER      -  SECOND    CLASS I
 DP9586
 DP9586  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DP9586  Standards:
 DP9586         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DP9586            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DP9586  -------------------------------------------------------------------
 DP9586  NETWORK    0.32   0.67           0.15   0.10   0.34     -0.03243115
 DP9586  -------------------------------------------------------------------
 DP9586  Click here for local accuracies and other accuracy information.
 DP9586
 DP9586.The horizontal coordinates were established by GPS observations
 DP9586.and adjusted by the MN DEPT OF TRANSP in December 2018.
 DP9586
 DP9586.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DP9586.been affixed to the stable North American tectonic plate. See 
 DP9586.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DP9586
 DP9586.The horizontal coordinates are valid at the epoch date displayed above
 DP9586.which is a decimal equivalence of Year/Month/Day.
 DP9586
 DP9586.The orthometric height was determined by differential leveling and
 DP9586.adjusted by the NATIONAL GEODETIC SURVEY
 DP9586.in August 2019.
 DP9586
 DP9586.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP9586.GEOID18 height accuracy estimate available here.
 DP9586
 DP9586.Click photographs - Photos may exist for this station.
 DP9586
 DP9586.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DP9586
 DP9586.The Laplace correction was computed from DEFLEC18 derived deflections.
 DP9586
 DP9586.The ellipsoidal height was determined by GPS observations
 DP9586.and is referenced to NAD 83.
 DP9586
 DP9586.The dynamic height is computed by dividing the NAVD 88
 DP9586.geopotential number by the normal gravity value computed on the
 DP9586.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP9586.degrees latitude (g = 980.6199 gals.).
 DP9586
 DP9586.The modeled gravity was interpolated from observed gravity values.
 DP9586
 DP9586. The following values were computed from the NAD 83(2011) position.
 DP9586
 DP9586;                    North         East     Units Scale Factor Converg.
 DP9586;SPC MN N     -   194,338.803   627,529.130   MT  0.99994214   -1 41 29.4
 DP9586;SPC MN N     -   637,593.22  2,058,818.49   sFT  0.99994214   -1 41 29.4
 DP9586;UTM  15      - 5,244,107.323   320,011.002   MT  0.99999815   -1 45 06.5
 DP9586
 DP9586!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DP9586!SPC MN N     -   0.99993050  x   0.99994214  =   0.99987265
 DP9586!UTM  15      -   0.99993050  x   0.99999815  =   0.99992865
 DP9586
 DP9586_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUN2001144107(NAD 83)
 DP9586
 DP9586                          SUPERSEDED SURVEY CONTROL
 DP9586
 DP9586.No superseded survey control is available for this station.
 DP9586
 DP9586_MARKER: I = METAL ROD
 DP9586_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DP9586_STAMPING: 1506 B 2014
 DP9586_MARK LOGO: MNDT
 DP9586_PROJECTION: FLUSH
 DP9586_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DP9586_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DP9586_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP9586+SATELLITE: SATELLITE OBSERVATIONS - November 30, 2023
 DP9586_ROD/PIPE-DEPTH: 4.9 meters
 DP9586
 DP9586  HISTORY     - Date     Condition        Report By
 DP9586  HISTORY     - 20140820 MONUMENTED       MNDT
 DP9586  HISTORY     - 20170504 GOOD             MNDT
 DP9586  HISTORY     - 20190917 GOOD             MNDT
 DP9586  HISTORY     - 20231130 GOOD             MNDT
 DP9586
 DP9586                          STATION DESCRIPTION
 DP9586
 DP9586'DESCRIBED BY MN DEPT OF TRANSP 2014
 DP9586'THE STATION IS LOCATED ABOUT 8.0 MI (12.9 KM) WEST-SOUTHWEST OF ALIDA,
 DP9586'8.0 MI (12.9 KM) EAST OF ROY LAKE AND 1.0 MI (1.6 KM) NORTH OF ZERKEL.
 DP9586'TO REACH THE MARK GO 1.0 MI (1.6 KM) NORTH ALONG TRUNK HIGHWAY 92 FROM
 DP9586'THE JUNCTION OF TRUNK HIGHWAY 92 AND TRUNK HIGHWAY 200 IN ZERKEL, AT
 DP9586'TRUNK HIGHWAY 92 MILE POINT 70.6.
 DP9586'
 DP9586'THE MARK IS LOCATED 92 FT (28.0 M) EAST OF TRUNK HIGHWAY 92, 48.2 FT
 DP9586'(14.7 M) NORTH OF 220TH STREET, 6.1 FT (1.9 M) WEST OF RIGHT-OF-WAY
 DP9586'POST, 1.5 WEST OF A WITNESS POST.
 DP9586'
 DP9586'NOTE - THE STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM
 DP9586'ROD DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION REMOVABLE
 DP9586'DISK SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH
 DP9586'PVC PIPE BACK FILLED WITH WASHED SAND.
 DP9586
 DP9586                          STATION RECOVERY (2017)
 DP9586
 DP9586'RECOVERY NOTE BY MN DEPT OF TRANSP 2017 (AMM)
 DP9586'1.0 MILE NORTH OF ZERKEL, 1.0 MILE NORTH ALONG TRUNK HIGHWAY 92 FROM
 DP9586'THE JUNCTION OF TRUNK HIGHWAY 92 AND TRUNK HIGHWAY 200 IN ZERKEL, AT
 DP9586'TRUNK HIGHWAY 92 MILEPOINT 70.6, 92.0 FEET EAST OF TRUNK HIGHWAY 92,
 DP9586'48.2 FEET NORTH OF 220TH STREET, 6.1 FEET WEST OF A RIGHT-OF-WAY POST,
 DP9586'1.5 WEST OF A WITNESS POST.
 DP9586
 DP9586                          STATION RECOVERY (2019)
 DP9586
 DP9586'RECOVERY NOTE BY MN DEPT OF TRANSP 2019 (KMS)
 DP9586'RECOVERED AS DESCRIBED.
 DP9586
 DP9586                          STATION RECOVERY (2023)
 DP9586
 DP9586'RECOVERY NOTE BY MN DEPT OF TRANSP 2023 (KMS)
 DP9586'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DP9585 ***********************************************************************
 DP9585  DESIGNATION -  1506 C
 DP9585  PID         -  DP9585
 DP9585  STATE/COUNTY-  MN/CLEARWATER
 DP9585  COUNTRY     -  US
 DP9585  USGS QUAD   -  ZERKEL (2019)
 DP9585
 DP9585                         *CURRENT SURVEY CONTROL
 DP9585  ______________________________________________________________________
 DP9585* NAD 83(2011) POSITION- 47 20 24.56210(N) 095 22 56.71642(W)   ADJUSTED
 DP9585* NAD 83(2011) ELLIP HT-   435.816 (meters)        (12/12/18)   ADJUSTED
 DP9585* NAD 83(2011) EPOCH   -  2010.00
 DP9585* NAVD 88 ORTHO HEIGHT -   463.356 (meters)     1520.19  (feet) ADJUSTED
 DP9585  ______________________________________________________________________
 DP9585  GEOID HEIGHT    -        -27.524 (meters)                     GEOID18
 DP9585  NAD 83(2011) X  -   -406,189.787 (meters)                     COMP
 DP9585  NAD 83(2011) Y  - -4,311,156.376 (meters)                     COMP
 DP9585  NAD 83(2011) Z  -  4,667,793.873 (meters)                     COMP
 DP9585  LAPLACE CORR    -         -0.95  (seconds)                    DEFLEC18
 DP9585  DYNAMIC HEIGHT  -        463.394 (meters)     1520.32  (feet) COMP
 DP9585  MODELED GRAVITY -    980,679.4   (mgal)                       NAVD 88
 DP9585
 DP9585  VERT ORDER      -  SECOND    CLASS I
 DP9585
 DP9585  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DP9585  Standards:
 DP9585         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DP9585            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DP9585  -------------------------------------------------------------------
 DP9585  NETWORK    0.39   1.47           0.18   0.13   0.75      0.11745156
 DP9585  -------------------------------------------------------------------
 DP9585  Click here for local accuracies and other accuracy information.
 DP9585
 DP9585.The horizontal coordinates were established by GPS observations
 DP9585.and adjusted by the MN DEPT OF TRANSP in December 2018.
 DP9585
 DP9585.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DP9585.been affixed to the stable North American tectonic plate. See 
 DP9585.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DP9585
 DP9585.The horizontal coordinates are valid at the epoch date displayed above
 DP9585.which is a decimal equivalence of Year/Month/Day.
 DP9585
 DP9585.The orthometric height was determined by differential leveling and
 DP9585.adjusted by the NATIONAL GEODETIC SURVEY
 DP9585.in August 2019.
 DP9585
 DP9585.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP9585.GEOID18 height accuracy estimate available here.
 DP9585
 DP9585.Click photographs - Photos may exist for this station.
 DP9585
 DP9585.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DP9585
 DP9585.The Laplace correction was computed from DEFLEC18 derived deflections.
 DP9585
 DP9585.The ellipsoidal height was determined by GPS observations
 DP9585.and is referenced to NAD 83.
 DP9585
 DP9585.The dynamic height is computed by dividing the NAVD 88
 DP9585.geopotential number by the normal gravity value computed on the
 DP9585.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP9585.degrees latitude (g = 980.6199 gals.).
 DP9585
 DP9585.The modeled gravity was interpolated from observed gravity values.
 DP9585
 DP9585. The following values were computed from the NAD 83(2011) position.
 DP9585
 DP9585;                    North         East     Units Scale Factor Converg.
 DP9585;SPC MN N     -   195,949.289   627,548.388   MT  0.99993994   -1 41 30.4
 DP9585;SPC MN N     -   642,876.96  2,058,881.67   sFT  0.99993994   -1 41 30.4
 DP9585;UTM  15      - 5,245,717.880   320,031.962   MT  0.99999805   -1 45 08.9
 DP9585
 DP9585!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DP9585!SPC MN N     -   0.99993169  x   0.99993994  =   0.99987164
 DP9585!UTM  15      -   0.99993169  x   0.99999805  =   0.99992974
 DP9585
 DP9585_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUN2003145717(NAD 83)
 DP9585
 DP9585                          SUPERSEDED SURVEY CONTROL
 DP9585
 DP9585.No superseded survey control is available for this station.
 DP9585
 DP9585_MARKER: I = METAL ROD
 DP9585_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DP9585_STAMPING: 1506 C 2014
 DP9585_MARK LOGO: MNDT
 DP9585_PROJECTION: RECESSED 8 CENTIMETERS
 DP9585_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DP9585_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DP9585_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP9585+SATELLITE: SATELLITE OBSERVATIONS - September 17, 2019
 DP9585_ROD/PIPE-DEPTH: 7.3 meters
 DP9585
 DP9585  HISTORY     - Date     Condition        Report By
 DP9585  HISTORY     - 20140819 MONUMENTED       MNDT
 DP9585  HISTORY     - 20170501 GOOD             MNDT
 DP9585  HISTORY     - 20190917 GOOD             MNDT
 DP9585
 DP9585                          STATION DESCRIPTION
 DP9585
 DP9585'DESCRIBED BY MN DEPT OF TRANSP 2014
 DP9585'THE STATION IS LOCATED ABOUT 8.0 MI (12.9 KM) EAST OF ROY LAKE, 7.6 MI
 DP9585'(12.2 KM) WEST-SOUTHWEST OF ALIDA AND 2.0 MI (3.2 KM) NORTH OF ZERKEL.
 DP9585'TO REACH THE MARK GO 2.0 MI (3.2 KM) NORTH ALONG TRUNK HIGHWAY 92 FROM
 DP9585'THE JUNCTION OF TRUNK HIGHWAY 92 AND TRUNK HIGHWAY 200 IN ZERKEL, AT
 DP9585'TRUNK HIGHWAY 92 MILE POINT 69.6.
 DP9585'
 DP9585'THE MARK IS LOCATED 35.0 FT (10.7 M) WEST OF TRUNK HIGHWAY 92, 30.3 FT
 DP9585'(9.2 M) SOUTH OF 230TH STREET, 1.5 FT (0.5 M) EAST OF A WITNESS POST.
 DP9585'
 DP9585'NOTE - THE STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM
 DP9585'ROD DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION REMOVABLE
 DP9585'DISK SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH
 DP9585'PVC PIPE BACK FILLED WITH WASHED SAND.
 DP9585
 DP9585                          STATION RECOVERY (2017)
 DP9585
 DP9585'RECOVERY NOTE BY MN DEPT OF TRANSP 2017 (AMM)
 DP9585'2.0 MILES NORTH OF ZERKEL, 2.0 MILES NORTH ALONG TRUNK HIGHWAY 92 FROM
 DP9585'THE JUNCTION OF TRUNK HIGHWAY 92 AND TRUNK HIGHWAY 200 IN ZERKEL, AT
 DP9585'TRUNK HIGHWAY 92 MILEPOINT 69.6, 35.0 FEET WEST OF TRUNK HIGHWAY 92,
 DP9585'30.3 FEET SOUTH OF 230TH STREET, 1.5 FEET EAST OF A WITNESS POST.
 DP9585
 DP9585                          STATION RECOVERY (2019)
 DP9585
 DP9585'RECOVERY NOTE BY MN DEPT OF TRANSP 2019 (KMS)
 DP9585'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DP9582 ***********************************************************************
 DP9582  DESIGNATION -  1506 D
 DP9582  PID         -  DP9582
 DP9582  STATE/COUNTY-  MN/CLEARWATER
 DP9582  COUNTRY     -  US
 DP9582  USGS QUAD   -  ZERKEL (2019)
 DP9582
 DP9582                         *CURRENT SURVEY CONTROL
 DP9582  ______________________________________________________________________
 DP9582* NAD 83(2011) POSITION- 47 22 10.07150(N) 095 22 54.84072(W)   ADJUSTED
 DP9582* NAD 83(2011) ELLIP HT-   432.750 (meters)        (12/12/18)   ADJUSTED
 DP9582* NAD 83(2011) EPOCH   -  2010.00
 DP9582* NAVD 88 ORTHO HEIGHT -   460.327 (meters)     1510.26  (feet) ADJUSTED
 DP9582  ______________________________________________________________________
 DP9582  GEOID HEIGHT    -        -27.564 (meters)                     GEOID18
 DP9582  NAD 83(2011) X  -   -405,925.570 (meters)                     COMP
 DP9582  NAD 83(2011) Y  - -4,308,771.635 (meters)                     COMP
 DP9582  NAD 83(2011) Z  -  4,669,999.203 (meters)                     COMP
 DP9582  LAPLACE CORR    -         -2.28  (seconds)                    DEFLEC18
 DP9582  DYNAMIC HEIGHT  -        460.365 (meters)     1510.38  (feet) COMP
 DP9582  MODELED GRAVITY -    980,682.3   (mgal)                       NAVD 88
 DP9582
 DP9582  VERT ORDER      -  SECOND    CLASS I
 DP9582
 DP9582  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DP9582  Standards:
 DP9582         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DP9582            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DP9582  -------------------------------------------------------------------
 DP9582  NETWORK    0.39   1.43           0.18   0.13   0.73      0.06986143
 DP9582  -------------------------------------------------------------------
 DP9582  Click here for local accuracies and other accuracy information.
 DP9582
 DP9582.The horizontal coordinates were established by GPS observations
 DP9582.and adjusted by the MN DEPT OF TRANSP in December 2018.
 DP9582
 DP9582.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DP9582.been affixed to the stable North American tectonic plate. See 
 DP9582.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DP9582
 DP9582.The horizontal coordinates are valid at the epoch date displayed above
 DP9582.which is a decimal equivalence of Year/Month/Day.
 DP9582
 DP9582.The orthometric height was determined by differential leveling and
 DP9582.adjusted by the NATIONAL GEODETIC SURVEY
 DP9582.in August 2019.
 DP9582
 DP9582.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP9582.GEOID18 height accuracy estimate available here.
 DP9582
 DP9582.Click photographs - Photos may exist for this station.
 DP9582
 DP9582.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DP9582
 DP9582.The Laplace correction was computed from DEFLEC18 derived deflections.
 DP9582
 DP9582.The ellipsoidal height was determined by GPS observations
 DP9582.and is referenced to NAD 83.
 DP9582
 DP9582.The dynamic height is computed by dividing the NAVD 88
 DP9582.geopotential number by the normal gravity value computed on the
 DP9582.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP9582.degrees latitude (g = 980.6199 gals.).
 DP9582
 DP9582.The modeled gravity was interpolated from observed gravity values.
 DP9582
 DP9582. The following values were computed from the NAD 83(2011) position.
 DP9582
 DP9582;                    North         East     Units Scale Factor Converg.
 DP9582;SPC MN N     -   199,204.921   627,683.913   MT  0.99993568   -1 41 29.0
 DP9582;SPC MN N     -   653,558.14  2,059,326.30   sFT  0.99993568   -1 41 29.0
 DP9582;UTM  15      - 5,248,973.560   320,170.968   MT  0.99999744   -1 45 10.5
 DP9582
 DP9582!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DP9582!SPC MN N     -   0.99993217  x   0.99993568  =   0.99986786
 DP9582!UTM  15      -   0.99993217  x   0.99999744  =   0.99992961
 DP9582
 DP9582_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUN2017048973(NAD 83)
 DP9582
 DP9582                          SUPERSEDED SURVEY CONTROL
 DP9582
 DP9582.No superseded survey control is available for this station.
 DP9582
 DP9582_MARKER: I = METAL ROD
 DP9582_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DP9582_STAMPING: 1506 D 2014
 DP9582_MARK LOGO: MNDT
 DP9582_PROJECTION: FLUSH
 DP9582_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DP9582_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DP9582_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP9582+SATELLITE: SATELLITE OBSERVATIONS - May 01, 2017
 DP9582_ROD/PIPE-DEPTH: 7.6 meters
 DP9582
 DP9582  HISTORY     - Date     Condition        Report By
 DP9582  HISTORY     - 20140820 MONUMENTED       MNDT
 DP9582  HISTORY     - 20170501 GOOD             MNDT
 DP9582
 DP9582                          STATION DESCRIPTION
 DP9582
 DP9582'DESCRIBED BY MN DEPT OF TRANSP 2014
 DP9582'THE STATION IS LOCATED ABOUT 8.5 MI (13.7 KM) EAST-NORTHEAST OF ROY
 DP9582'LAKE, 7.0 MI (11.3 KM) WEST OF ALIDA AND 4.1 MI (6.6 KM) NORTH OF
 DP9582'ZERKEL.
 DP9582'
 DP9582'TO REACH THE MARK GO 4.6 MI (7.4 KM) NORTH ALONG TRUNK HIGHWAY 92 FROM
 DP9582'THE JUNCTION OF TRUNK HIGHWAY 92 AND TRUNK HIGHWAY 200 IN ZERKEL, AT
 DP9582'TRUNK HIGHWAY 92 MILE POINT 66.55.
 DP9582'
 DP9582'THE MARK IS LOCATED 90.3 FT (27.5 M) EAST OF TRUNK HIGHWAY 92, 45.0 FT
 DP9582'(13.7 M) NORTH OF COUNTY ROAD 36 (UPPER RICE LAKE ROAD), 3.7 FT (1.1
 DP9582'M) SOUTH OF RIGHT-OF-WAY POST, 2.5 FT (0.8 M) SOUTH OF A WITNESS POST.
 DP9582'NOTE -THE STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM ROD
 DP9582'DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION REMOVABLE DISK
 DP9582'SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH PVC
 DP9582'PIPE BACK FILLED WITH WASHED SAND.
 DP9582
 DP9582                          STATION RECOVERY (2017)
 DP9582
 DP9582'RECOVERY NOTE BY MN DEPT OF TRANSP 2017 (JLM)
 DP9582'4.6 MILES NORTH OF ZERKEL, 4.6 MILES NORTH ALONG TRUNK HIGHWAY 92 FROM
 DP9582'THE JUNCTION OF TRUNK HIGHWAY 92 AND TRUNK HIGHWAY 200 IN ZERKEL, AT
 DP9582'TRUNK HIGHWAY 92 MILEPOINT 67.55, 90.3 FEET EAST OF TRUNK HIGHWAY 92,
 DP9582'45.0 FEET NORTH OF COUNTY ROAD 36 (UPPER RICE LAKE ROAD), 3.7 FEET
 DP9582'SOUTH OF A RIGHT-OF-WAY POST, 2.5 FEET SOUTH OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DP9581 ***********************************************************************
 DP9581  DESIGNATION -  1506 E
 DP9581  PID         -  DP9581
 DP9581  STATE/COUNTY-  MN/CLEARWATER
 DP9581  COUNTRY     -  US
 DP9581  USGS QUAD   -  ZERKEL NW (2019)
 DP9581
 DP9581                         *CURRENT SURVEY CONTROL
 DP9581  ______________________________________________________________________
 DP9581* NAD 83(2011) POSITION- 47 22 41.65160(N) 095 22 55.74495(W)   ADJUSTED
 DP9581* NAD 83(2011) ELLIP HT-   439.677 (meters)        (12/12/18)   ADJUSTED
 DP9581* NAD 83(2011) EPOCH   -  2010.00
 DP9581* NAVD 88 ORTHO HEIGHT -   467.246 (meters)     1532.96  (feet) ADJUSTED
 DP9581  ______________________________________________________________________
 DP9581  GEOID HEIGHT    -        -27.573 (meters)                     GEOID18
 DP9581  NAD 83(2011) X  -   -405,877.585 (meters)                     COMP
 DP9581  NAD 83(2011) Y  - -4,308,060.039 (meters)                     COMP
 DP9581  NAD 83(2011) Z  -  4,670,664.818 (meters)                     COMP
 DP9581  LAPLACE CORR    -         -2.28  (seconds)                    DEFLEC18
 DP9581  DYNAMIC HEIGHT  -        467.286 (meters)     1533.09  (feet) COMP
 DP9581  MODELED GRAVITY -    980,683.1   (mgal)                       NAVD 88
 DP9581
 DP9581  VERT ORDER      -  SECOND    CLASS I
 DP9581
 DP9581  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DP9581  Standards:
 DP9581         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DP9581            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DP9581  -------------------------------------------------------------------
 DP9581  NETWORK    0.39   1.41           0.18   0.13   0.72      0.08253784
 DP9581  -------------------------------------------------------------------
 DP9581  Click here for local accuracies and other accuracy information.
 DP9581
 DP9581.The horizontal coordinates were established by GPS observations
 DP9581.and adjusted by the MN DEPT OF TRANSP in December 2018.
 DP9581
 DP9581.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DP9581.been affixed to the stable North American tectonic plate. See 
 DP9581.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DP9581
 DP9581.The horizontal coordinates are valid at the epoch date displayed above
 DP9581.which is a decimal equivalence of Year/Month/Day.
 DP9581
 DP9581.The orthometric height was determined by differential leveling and
 DP9581.adjusted by the NATIONAL GEODETIC SURVEY
 DP9581.in August 2019.
 DP9581
 DP9581.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP9581.GEOID18 height accuracy estimate available here.
 DP9581
 DP9581.Click photographs - Photos may exist for this station.
 DP9581
 DP9581.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DP9581
 DP9581.The Laplace correction was computed from DEFLEC18 derived deflections.
 DP9581
 DP9581.The ellipsoidal height was determined by GPS observations
 DP9581.and is referenced to NAD 83.
 DP9581
 DP9581.The dynamic height is computed by dividing the NAVD 88
 DP9581.geopotential number by the normal gravity value computed on the
 DP9581.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP9581.degrees latitude (g = 980.6199 gals.).
 DP9581
 DP9581.The modeled gravity was interpolated from observed gravity values.
 DP9581
 DP9581. The following values were computed from the NAD 83(2011) position.
 DP9581
 DP9581;                    North         East     Units Scale Factor Converg.
 DP9581;SPC MN N     -   200,180.275   627,693.739   MT  0.99993446   -1 41 29.7
 DP9581;SPC MN N     -   656,758.12  2,059,358.54   sFT  0.99993446   -1 41 29.7
 DP9581;UTM  15      - 5,249,948.964   320,181.844   MT  0.99999739   -1 45 12.1
 DP9581
 DP9581!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DP9581!SPC MN N     -   0.99993109  x   0.99993446  =   0.99986555
 DP9581!UTM  15      -   0.99993109  x   0.99999739  =   0.99992848
 DP9581
 DP9581_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUN2018149948(NAD 83)
 DP9581
 DP9581                          SUPERSEDED SURVEY CONTROL
 DP9581
 DP9581.No superseded survey control is available for this station.
 DP9581
 DP9581_MARKER: I = METAL ROD
 DP9581_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DP9581_STAMPING: 1506 E 2014
 DP9581_MARK LOGO: MNDT
 DP9581_PROJECTION: RECESSED 3 CENTIMETERS
 DP9581_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DP9581_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DP9581_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP9581+SATELLITE: SATELLITE OBSERVATIONS - May 01, 2017
 DP9581_ROD/PIPE-DEPTH: 3.7 meters
 DP9581
 DP9581  HISTORY     - Date     Condition        Report By
 DP9581  HISTORY     - 20140819 MONUMENTED       MNDT
 DP9581  HISTORY     - 20170501 GOOD             MNDT
 DP9581
 DP9581                          STATION DESCRIPTION
 DP9581
 DP9581'DESCRIBED BY MN DEPT OF TRANSP 2014
 DP9581'THE STATION IS LOCATED ABOUT 8.7 MI (14.0 KM) EAST-NORTHEAST OF ROY
 DP9581'LAKE, 6.9 MI (11.1 KM) WEST OF ALIDA AND 4.7 MI (7.6 KM) NORTH OF
 DP9581'ZERKEL.
 DP9581'
 DP9581'TO REACH THE MARK GO 4.6 MI (7.4 KM) NORTH ALONG TRUNK HIGHWAY 92 FROM
 DP9581'THE JUNCTION OF TRUNK HIGHWAY 92 AND TRUNK HIGHWAY 200 IN ZERKEL, AT
 DP9581'TRUNK HIGHWAY 92 MILE POINT 66.95.
 DP9581'
 DP9581'THE MARK IS LOCATED 50.2 FT (15.3 M) EAST OF TRUNK HIGHWAY 92, 67.3 FT
 DP9581'(20.5 M) SOUTH OF ENTRANCE, 2.6 FT (0.8 M) WEST OF A NORTH-SOUTH FENCE
 DP9581'LINE, 1.5 FT (0.5 M) WEST OF A WITNESS POST.
 DP9581'
 DP9581'NOTE - THE STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM
 DP9581'ROD DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION REMOVABLE
 DP9581'DISK SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH
 DP9581'PVC PIPE BACK FILLED WITH WASHED SAND.
 DP9581
 DP9581                          STATION RECOVERY (2017)
 DP9581
 DP9581'RECOVERY NOTE BY MN DEPT OF TRANSP 2017 (JLM)
 DP9581'4.6 MILES NORTH OF ZERKEL, 4.6 MILES NORTH ALONG TRUNK HIGHWAY 92 FROM
 DP9581'THE JUNCTION OF TRUNK HIGHWAY 92 AND TRUNK HIGHWAY 200 IN ZERKEL, AT
 DP9581'TRUNK HIGHWAY 92 MILEPOINT 66.95, 50.2 FEET EAST OF TRUNK HIGHWAY 92,
 DP9581'67.3 FEET SOUTH OF AN ENTRANCE, 2.6 FEET WEST OF THE NORTH-SOUTH FENCE
 DP9581'LINE, 1.5 FEET WEST OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DP9578 ***********************************************************************
 DP9578  DESIGNATION -  1506 F
 DP9578  PID         -  DP9578
 DP9578  STATE/COUNTY-  MN/CLEARWATER
 DP9578  COUNTRY     -  US
 DP9578  USGS QUAD   -  ZERKEL NW (2019)
 DP9578
 DP9578                         *CURRENT SURVEY CONTROL
 DP9578  ______________________________________________________________________
 DP9578* NAD 83(2011) POSITION- 47 24 34.09021(N) 095 22 57.10902(W)   ADJUSTED
 DP9578* NAD 83(2011) ELLIP HT-   443.588 (meters)        (12/12/18)   ADJUSTED
 DP9578* NAD 83(2011) EPOCH   -  2010.00
 DP9578* NAVD 88 ORTHO HEIGHT -   471.188 (meters)     1545.89  (feet) ADJUSTED
 DP9578  ______________________________________________________________________
 DP9578  GEOID HEIGHT    -        -27.598 (meters)                     GEOID18
 DP9578  NAD 83(2011) X  -   -405,666.561 (meters)                     COMP
 DP9578  NAD 83(2011) Y  - -4,305,515.288 (meters)                     COMP
 DP9578  NAD 83(2011) Z  -  4,673,018.540 (meters)                     COMP
 DP9578  LAPLACE CORR    -         -2.40  (seconds)                    DEFLEC18
 DP9578  DYNAMIC HEIGHT  -        471.230 (meters)     1546.03  (feet) COMP
 DP9578  MODELED GRAVITY -    980,685.7   (mgal)                       NAVD 88
 DP9578
 DP9578  VERT ORDER      -  SECOND    CLASS I
 DP9578
 DP9578  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DP9578  Standards:
 DP9578         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DP9578            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DP9578  -------------------------------------------------------------------
 DP9578  NETWORK    0.39   1.47           0.18   0.13   0.75      0.05398766
 DP9578  -------------------------------------------------------------------
 DP9578  Click here for local accuracies and other accuracy information.
 DP9578
 DP9578.The horizontal coordinates were established by GPS observations
 DP9578.and adjusted by the MN DEPT OF TRANSP in December 2018.
 DP9578
 DP9578.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DP9578.been affixed to the stable North American tectonic plate. See 
 DP9578.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DP9578
 DP9578.The horizontal coordinates are valid at the epoch date displayed above
 DP9578.which is a decimal equivalence of Year/Month/Day.
 DP9578
 DP9578.The orthometric height was determined by differential leveling and
 DP9578.adjusted by the NATIONAL GEODETIC SURVEY
 DP9578.in August 2019.
 DP9578
 DP9578.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP9578.GEOID18 height accuracy estimate available here.
 DP9578
 DP9578.Click photographs - Photos may exist for this station.
 DP9578
 DP9578.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DP9578
 DP9578.The Laplace correction was computed from DEFLEC18 derived deflections.
 DP9578
 DP9578.The ellipsoidal height was determined by GPS observations
 DP9578.and is referenced to NAD 83.
 DP9578
 DP9578.The dynamic height is computed by dividing the NAVD 88
 DP9578.geopotential number by the normal gravity value computed on the
 DP9578.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP9578.degrees latitude (g = 980.6199 gals.).
 DP9578
 DP9578.The modeled gravity was interpolated from observed gravity values.
 DP9578
 DP9578. The following values were computed from the NAD 83(2011) position.
 DP9578
 DP9578;                    North         East     Units Scale Factor Converg.
 DP9578;SPC MN N     -   203,651.804   627,767.653   MT  0.99993029   -1 41 30.7
 DP9578;SPC MN N     -   668,147.63  2,059,601.04   sFT  0.99993029   -1 41 30.7
 DP9578;UTM  15      - 5,253,420.636   320,259.532   MT  0.99999704   -1 45 16.2
 DP9578
 DP9578!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DP9578!SPC MN N     -   0.99993048  x   0.99993029  =   0.99986077
 DP9578!UTM  15      -   0.99993048  x   0.99999704  =   0.99992752
 DP9578
 DP9578_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUN2025953420(NAD 83)
 DP9578
 DP9578                          SUPERSEDED SURVEY CONTROL
 DP9578
 DP9578.No superseded survey control is available for this station.
 DP9578
 DP9578_MARKER: I = METAL ROD
 DP9578_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DP9578_STAMPING: 1506 F 2014
 DP9578_MARK LOGO: MNDT
 DP9578_PROJECTION: FLUSH
 DP9578_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DP9578_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DP9578_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP9578+SATELLITE: SATELLITE OBSERVATIONS - May 01, 2017
 DP9578_ROD/PIPE-DEPTH: 3.7 meters
 DP9578
 DP9578  HISTORY     - Date     Condition        Report By
 DP9578  HISTORY     - 20140820 MONUMENTED       MNDT
 DP9578  HISTORY     - 20170501 GOOD             MNDT
 DP9578
 DP9578                          STATION DESCRIPTION
 DP9578
 DP9578'DESCRIBED BY MN DEPT OF TRANSP 2014
 DP9578'THE STATION IS LOCATED ABOUT 7.8 MI (12.6 KM) SOUTH OF BAGLEY, 7.2 MI
 DP9578'(11.6 KM) WEST-NORTHWEST OF ALIDA AND 6.8 MI (10.9 KM) NORTH OF
 DP9578'ZERKEL.
 DP9578'
 DP9578'TO REACH THE MARK GO 7.9 MI (12.7 KM) SOUTH ALONG TRUNK HIGHWAY 92
 DP9578'FROM THE JUNCTION OF TRUNK HIGHWAY 92 AND TRUNK HIGHWAY 2 IN BAGLEY,
 DP9578'AT TRUNK HIGHWAY MILE POINT 64.8.
 DP9578'
 DP9578'THE MARK IS LOCATED 47.8 FT (14.6 M) WEST OF TRUNK HIGHWAY 92, 1.5 FT
 DP9578'(0.5 M) EAST OF A WITNESS POST.
 DP9578'
 DP9578'NOTE - THE STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM
 DP9578'ROD DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION REMOVABLE
 DP9578'DISK SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH
 DP9578'PVC PIPE BACK FILLED WITH WASHED SAND.
 DP9578
 DP9578                          STATION RECOVERY (2017)
 DP9578
 DP9578'RECOVERY NOTE BY MN DEPT OF TRANSP 2017 (CLW)
 DP9578'7.7 MILES SOUTH OF BAGLEY, 7.9 MILES SOUTH ALONG TRUNK HIGHWAY 92 FROM
 DP9578'THE JUNCTION OF TRUNK HIGHWAY 92 AND TRUNK HIGHWAY 2 IN BAGLEY, AT
 DP9578'TRUNK HIGHWAY MILEPOINT 64.8, 47.8 FEET WEST OF TRUNK HIGHWAY 92, 1.5
 DP9578'FEET EAST OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DP9577 ***********************************************************************
 DP9577  DESIGNATION -  1506 G
 DP9577  PID         -  DP9577
 DP9577  STATE/COUNTY-  MN/CLEARWATER
 DP9577  COUNTRY     -  US
 DP9577  USGS QUAD   -  ZERKEL NW (2019)
 DP9577
 DP9577                         *CURRENT SURVEY CONTROL
 DP9577  ______________________________________________________________________
 DP9577* NAD 83(2011) POSITION- 47 25 19.20511(N) 095 22 58.22374(W)   ADJUSTED
 DP9577* NAD 83(2011) ELLIP HT-   452.054 (meters)        (12/12/18)   ADJUSTED
 DP9577* NAD 83(2011) EPOCH   -  2010.00
 DP9577* NAVD 88 ORTHO HEIGHT -   479.665 (meters)     1573.70  (feet) ADJUSTED
 DP9577  ______________________________________________________________________
 DP9577  GEOID HEIGHT    -        -27.605 (meters)                     GEOID18
 DP9577  NAD 83(2011) X  -   -405,594.125 (meters)                     COMP
 DP9577  NAD 83(2011) Y  - -4,304,497.399 (meters)                     COMP
 DP9577  NAD 83(2011) Z  -  4,673,967.639 (meters)                     COMP
 DP9577  LAPLACE CORR    -         -2.45  (seconds)                    DEFLEC18
 DP9577  DYNAMIC HEIGHT  -        479.708 (meters)     1573.84  (feet) COMP
 DP9577  MODELED GRAVITY -    980,686.7   (mgal)                       NAVD 88
 DP9577
 DP9577  VERT ORDER      -  SECOND    CLASS I
 DP9577
 DP9577  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DP9577  Standards:
 DP9577         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DP9577            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DP9577  -------------------------------------------------------------------
 DP9577  NETWORK    0.39   1.45           0.18   0.13   0.74      0.06909472
 DP9577  -------------------------------------------------------------------
 DP9577  Click here for local accuracies and other accuracy information.
 DP9577
 DP9577.The horizontal coordinates were established by GPS observations
 DP9577.and adjusted by the MN DEPT OF TRANSP in December 2018.
 DP9577
 DP9577.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DP9577.been affixed to the stable North American tectonic plate. See 
 DP9577.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DP9577
 DP9577.The horizontal coordinates are valid at the epoch date displayed above
 DP9577.which is a decimal equivalence of Year/Month/Day.
 DP9577
 DP9577.The orthometric height was determined by differential leveling and
 DP9577.adjusted by the NATIONAL GEODETIC SURVEY
 DP9577.in August 2019.
 DP9577
 DP9577.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP9577.GEOID18 height accuracy estimate available here.
 DP9577
 DP9577.Click photographs - Photos may exist for this station.
 DP9577
 DP9577.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DP9577
 DP9577.The Laplace correction was computed from DEFLEC18 derived deflections.
 DP9577
 DP9577.The ellipsoidal height was determined by GPS observations
 DP9577.and is referenced to NAD 83.
 DP9577
 DP9577.The dynamic height is computed by dividing the NAVD 88
 DP9577.geopotential number by the normal gravity value computed on the
 DP9577.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP9577.degrees latitude (g = 980.6199 gals.).
 DP9577
 DP9577.The modeled gravity was interpolated from observed gravity values.
 DP9577
 DP9577. The following values were computed from the NAD 83(2011) position.
 DP9577
 DP9577;                    North         East     Units Scale Factor Converg.
 DP9577;SPC MN N     -   205,045.073   627,785.433   MT  0.99992870   -1 41 31.5
 DP9577;SPC MN N     -   672,718.71  2,059,659.37   sFT  0.99992870   -1 41 31.5
 DP9577;UTM  15      - 5,254,813.979   320,278.842   MT  0.99999695   -1 45 18.3
 DP9577
 DP9577!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DP9577!SPC MN N     -   0.99992915  x   0.99992870  =   0.99985785
 DP9577!UTM  15      -   0.99992915  x   0.99999695  =   0.99992610
 DP9577
 DP9577_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUN2027854813(NAD 83)
 DP9577
 DP9577                          SUPERSEDED SURVEY CONTROL
 DP9577
 DP9577.No superseded survey control is available for this station.
 DP9577
 DP9577_MARKER: I = METAL ROD
 DP9577_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DP9577_STAMPING: 1506 G 2014
 DP9577_MARK LOGO: MNDT
 DP9577_PROJECTION: RECESSED 3 CENTIMETERS
 DP9577_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DP9577_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DP9577_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP9577+SATELLITE: SATELLITE OBSERVATIONS - May 01, 2017
 DP9577_ROD/PIPE-DEPTH: 4.3 meters
 DP9577
 DP9577  HISTORY     - Date     Condition        Report By
 DP9577  HISTORY     - 20140820 MONUMENTED       MNDT
 DP9577  HISTORY     - 20170501 GOOD             MNDT
 DP9577
 DP9577                          STATION DESCRIPTION
 DP9577
 DP9577'DESCRIBED BY MN DEPT OF TRANSP 2014
 DP9577'THE STATION IS LOCATED ABOUT 7.7 MI (12.4 KM) NORTH OF ZERKEL, 7.4 MI
 DP9577'(11.9 KM) WEST-NORTHWEST OF ALIDA AND 6.9 MI (11.1 KM) SOUTH OF
 DP9577'BAGLEY.
 DP9577'
 DP9577'TO REACH THE MARK GO 7.1 MI (11.4 KM) SOUTH ALONG TRUNK HIGHWAY 92
 DP9577'FROM THE JUNCTION OF TRUNK HIGHWAY 92 AND TRUNK HIGHWAY 2 IN BAGLEY,
 DP9577'AT TRUNK HIGHWAY MILE POINT 63.95.
 DP9577'
 DP9577'THE MARK IS LOCATED 55.4 FT (16.9 M) WEST OF TRUNK HIGHWAY 92, 33.7 FT
 DP9577'(10.3 M) NORTH OF DRIVEWAY NUMBER 28647, 1.5 FT (0.5 M) EAST OF A
 DP9577'WITNESS POST.
 DP9577'
 DP9577'NOTE - THE STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM
 DP9577'ROD DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION REMOVABLE
 DP9577'DISK SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH
 DP9577'PVC PIPE BACK FILLED WITH WASHED SAND.
 DP9577
 DP9577                          STATION RECOVERY (2017)
 DP9577
 DP9577'RECOVERY NOTE BY MN DEPT OF TRANSP 2017 (CLW)
 DP9577'6.7 MILES SOUTH OF BAGLEY, 7.1 MILES SOUTH ALONG TRUNK HIGHWAY 92 FROM
 DP9577'THE JUNCTION OF TRUNK HIGHWAY 92 AND TRUNK HIGHWAY 2 IN BAGLEY, AT
 DP9577'TRUNK HIGHWAY MILEPOINT 63.95, 55.4 FEET WEST OF TRUNK HIGHWAY 92,
 DP9577'33.7 FEET NORTH OF A DRIVEWAY NUMBER 28647, 1.5 FEET EAST OF A WITNESS
 DP9577'POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DP9576 ***********************************************************************
 DP9576  DESIGNATION -  1506 H
 DP9576  PID         -  DP9576
 DP9576  STATE/COUNTY-  MN/CLEARWATER
 DP9576  COUNTRY     -  US
 DP9576  USGS QUAD   -  ZERKEL NW (2019)
 DP9576
 DP9576                         *CURRENT SURVEY CONTROL
 DP9576  ______________________________________________________________________
 DP9576* NAD 83(2011) POSITION- 47 26 00.63087(N) 095 22 58.70195(W)   ADJUSTED
 DP9576* NAD 83(2011) ELLIP HT-   450.512 (meters)        (12/12/18)   ADJUSTED
 DP9576* NAD 83(2011) EPOCH   -  2010.00
 DP9576* NAVD 88 ORTHO HEIGHT -   478.123 (meters)     1568.64  (feet) ADJUSTED
 DP9576  ______________________________________________________________________
 DP9576  GEOID HEIGHT    -        -27.611 (meters)                     GEOID18
 DP9576  NAD 83(2011) X  -   -405,515.615 (meters)                     COMP
 DP9576  NAD 83(2011) Y  - -4,303,557.359 (meters)                     COMP
 DP9576  NAD 83(2011) Z  -  4,674,832.074 (meters)                     COMP
 DP9576  LAPLACE CORR    -         -2.37  (seconds)                    DEFLEC18
 DP9576  DYNAMIC HEIGHT  -        478.166 (meters)     1568.78  (feet) COMP
 DP9576  MODELED GRAVITY -    980,687.6   (mgal)                       NAVD 88
 DP9576
 DP9576  VERT ORDER      -  SECOND    CLASS I
 DP9576
 DP9576  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DP9576  Standards:
 DP9576         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DP9576            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DP9576  -------------------------------------------------------------------
 DP9576  NETWORK    0.39   1.45           0.18   0.13   0.74      0.04638994
 DP9576  -------------------------------------------------------------------
 DP9576  Click here for local accuracies and other accuracy information.
 DP9576
 DP9576.The horizontal coordinates were established by GPS observations
 DP9576.and adjusted by the MN DEPT OF TRANSP in December 2018.
 DP9576
 DP9576.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DP9576.been affixed to the stable North American tectonic plate. See 
 DP9576.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DP9576
 DP9576.The horizontal coordinates are valid at the epoch date displayed above
 DP9576.which is a decimal equivalence of Year/Month/Day.
 DP9576
 DP9576.The orthometric height was determined by differential leveling and
 DP9576.adjusted by the NATIONAL GEODETIC SURVEY
 DP9576.in August 2019.
 DP9576
 DP9576.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP9576.GEOID18 height accuracy estimate available here.
 DP9576
 DP9576.Click photographs - Photos may exist for this station.
 DP9576
 DP9576.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DP9576
 DP9576.The Laplace correction was computed from DEFLEC18 derived deflections.
 DP9576
 DP9576.The ellipsoidal height was determined by GPS observations
 DP9576.and is referenced to NAD 83.
 DP9576
 DP9576.The dynamic height is computed by dividing the NAVD 88
 DP9576.geopotential number by the normal gravity value computed on the
 DP9576.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP9576.degrees latitude (g = 980.6199 gals.).
 DP9576
 DP9576.The modeled gravity was interpolated from observed gravity values.
 DP9576
 DP9576. The following values were computed from the NAD 83(2011) position.
 DP9576
 DP9576;                    North         East     Units Scale Factor Converg.
 DP9576;SPC MN N     -   206,324.075   627,813.192   MT  0.99992728   -1 41 31.9
 DP9576;SPC MN N     -   676,914.90  2,059,750.45   sFT  0.99992728   -1 41 31.9
 DP9576;UTM  15      - 5,256,093.038   320,308.012   MT  0.99999682   -1 45 19.8
 DP9576
 DP9576!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DP9576!SPC MN N     -   0.99992939  x   0.99992728  =   0.99985668
 DP9576!UTM  15      -   0.99992939  x   0.99999682  =   0.99992621
 DP9576
 DP9576_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUN2030856093(NAD 83)
 DP9576
 DP9576                          SUPERSEDED SURVEY CONTROL
 DP9576
 DP9576.No superseded survey control is available for this station.
 DP9576
 DP9576_MARKER: I = METAL ROD
 DP9576_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DP9576_STAMPING: 1506 H 2014
 DP9576_MARK LOGO: MNDT
 DP9576_PROJECTION: RECESSED 3 CENTIMETERS
 DP9576_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DP9576_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DP9576_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP9576+SATELLITE: SATELLITE OBSERVATIONS - May 01, 2017
 DP9576_ROD/PIPE-DEPTH: 6.1 meters
 DP9576
 DP9576  HISTORY     - Date     Condition        Report By
 DP9576  HISTORY     - 20140820 MONUMENTED       MNDT
 DP9576  HISTORY     - 20170501 GOOD             MNDT
 DP9576
 DP9576                          STATION DESCRIPTION
 DP9576
 DP9576'DESCRIBED BY MN DEPT OF TRANSP 2014
 DP9576'THE STATION IS LOCATED ABOUT 8.1 MI (13.0 KM) EAST-SOUTHEAST OF EBRO,
 DP9576'7.8 MI (12.6 KM) WEST-NORTHWEST OF ALIDA AND 6.1 MI (9.8 KM) SOUTH OF
 DP9576'BAGLEY.
 DP9576'
 DP9576'TO REACH THE MARK GO 6.3 MI (10.1 KM) SOUTH ALONG TRUNK HIGHWAY 92
 DP9576'FROM THE JUNCTION OF TRUNK HIGHWAY 92 AND TRUNK HIGHWAY 2 IN BAGLEY,
 DP9576'AT TRUNK HIGHWAY 92 MILE POINT 63.50.
 DP9576'
 DP9576'THE MARK IS LOCATED 75.0 FT (22.9 M) WEST OF TRUNK HIGHWAY 92, 49.5 FT
 DP9576'(15.1 M) SOUTH OF A FIELD ENTRANCE, 1.5 FT (0.5 M) EAST OF A WITNESS
 DP9576'POST.
 DP9576'
 DP9576'NOTE - THE STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM
 DP9576'ROD DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION REMOVABLE
 DP9576'DISK SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH
 DP9576'PVC PIPE BACK FILLED WITH WASHED SAND.
 DP9576
 DP9576                          STATION RECOVERY (2017)
 DP9576
 DP9576'RECOVERY NOTE BY MN DEPT OF TRANSP 2017 (ALS)
 DP9576'6.1 MILES SOUTH OF BAGLEY, 6.3 MILES SOUTH ALONG TRUNK HIGHWAY 92 FROM
 DP9576'THE JUNCTION OF TRUNK HIGHWAY 92 AND TRUNK HIGHWAY 2 IN BAGLEY, AT
 DP9576'TRUNK HIGHWAY 92 MILEPOINT 63.5, 75.0 FEET WEST OF TRUNK HIGHWAY 92,
 DP9576'49.5 FEET SOUTH OF A FIELD ENTRANCE, 1.5 FEET EAST OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DP9574 ***********************************************************************
 DP9574  DESIGNATION -  1506 J
 DP9574  PID         -  DP9574
 DP9574  STATE/COUNTY-  MN/CLEARWATER
 DP9574  COUNTRY     -  US
 DP9574  USGS QUAD   -  ZERKEL NW (2019)
 DP9574
 DP9574                         *CURRENT SURVEY CONTROL
 DP9574  ______________________________________________________________________
 DP9574* NAD 83(2011) POSITION- 47 27 20.97228(N) 095 22 57.28952(W)   ADJUSTED
 DP9574* NAD 83(2011) ELLIP HT-   433.056 (meters)        (12/12/18)   ADJUSTED
 DP9574* NAD 83(2011) EPOCH   -  2010.00
 DP9574* NAVD 88 ORTHO HEIGHT -   460.671 (meters)     1511.38  (feet) ADJUSTED
 DP9574  ______________________________________________________________________
 DP9574  GEOID HEIGHT    -        -27.622 (meters)                     GEOID18
 DP9574  NAD 83(2011) X  -   -405,313.577 (meters)                     COMP
 DP9574  NAD 83(2011) Y  - -4,301,728.603 (meters)                     COMP
 DP9574  NAD 83(2011) Z  -  4,676,497.372 (meters)                     COMP
 DP9574  LAPLACE CORR    -         -2.66  (seconds)                    DEFLEC18
 DP9574  DYNAMIC HEIGHT  -        460.713 (meters)     1511.52  (feet) COMP
 DP9574  MODELED GRAVITY -    980,689.6   (mgal)                       NAVD 88
 DP9574
 DP9574  VERT ORDER      -  SECOND    CLASS I
 DP9574
 DP9574  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DP9574  Standards:
 DP9574         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DP9574            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DP9574  -------------------------------------------------------------------
 DP9574  NETWORK    0.34   1.31           0.16   0.11   0.67      0.07281060
 DP9574  -------------------------------------------------------------------
 DP9574  Click here for local accuracies and other accuracy information.
 DP9574
 DP9574.The horizontal coordinates were established by GPS observations
 DP9574.and adjusted by the MN DEPT OF TRANSP in December 2018.
 DP9574
 DP9574.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DP9574.been affixed to the stable North American tectonic plate. See 
 DP9574.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DP9574
 DP9574.The horizontal coordinates are valid at the epoch date displayed above
 DP9574.which is a decimal equivalence of Year/Month/Day.
 DP9574
 DP9574.The orthometric height was determined by differential leveling and
 DP9574.adjusted by the NATIONAL GEODETIC SURVEY
 DP9574.in August 2019.
 DP9574
 DP9574.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP9574.GEOID18 height accuracy estimate available here.
 DP9574
 DP9574.Click photographs - Photos may exist for this station.
 DP9574
 DP9574.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DP9574
 DP9574.The Laplace correction was computed from DEFLEC18 derived deflections.
 DP9574
 DP9574.The ellipsoidal height was determined by GPS observations
 DP9574.and is referenced to NAD 83.
 DP9574
 DP9574.The dynamic height is computed by dividing the NAVD 88
 DP9574.geopotential number by the normal gravity value computed on the
 DP9574.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP9574.degrees latitude (g = 980.6199 gals.).
 DP9574
 DP9574.The modeled gravity was interpolated from observed gravity values.
 DP9574
 DP9574. The following values were computed from the NAD 83(2011) position.
 DP9574
 DP9574;                    North         East     Units Scale Factor Converg.
 DP9574;SPC MN N     -   208,803.136   627,916.026   MT  0.99992464   -1 41 30.8
 DP9574;SPC MN N     -   685,048.29  2,060,087.83   sFT  0.99992464   -1 41 30.8
 DP9574;UTM  15      - 5,258,572.158   320,413.607   MT  0.99999636   -1 45 21.1
 DP9574
 DP9574!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DP9574!SPC MN N     -   0.99993213  x   0.99992464  =   0.99985677
 DP9574!UTM  15      -   0.99993213  x   0.99999636  =   0.99992849
 DP9574
 DP9574_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUN2041358572(NAD 83)
 DP9574
 DP9574                          SUPERSEDED SURVEY CONTROL
 DP9574
 DP9574.No superseded survey control is available for this station.
 DP9574
 DP9574_MARKER: I = METAL ROD
 DP9574_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DP9574_STAMPING: 1506 J 2014
 DP9574_MARK LOGO: MNDT
 DP9574_PROJECTION: RECESSED 5 CENTIMETERS
 DP9574_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DP9574_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DP9574_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP9574+SATELLITE: SATELLITE OBSERVATIONS - May 02, 2017
 DP9574_ROD/PIPE-DEPTH: 8.8 meters
 DP9574
 DP9574  HISTORY     - Date     Condition        Report By
 DP9574  HISTORY     - 20140814 MONUMENTED       MNDT
 DP9574  HISTORY     - 20170502 GOOD             MNDT
 DP9574
 DP9574                          STATION DESCRIPTION
 DP9574
 DP9574'DESCRIBED BY MN DEPT OF TRANSP 2014
 DP9574'THE STATION IS LOCATED ABOUT 7.8 MI (12.6 KM) SOUTHWEST OF SHEVLIN,
 DP9574'7.4 MI (11.9 KM) EAST-SOUTHEAST OF EBRO AND 4.6 MI (7.4 KM) SOUTH OF
 DP9574'BAGLEY.
 DP9574'
 DP9574'TO REACH THE MARK GO 4.75 MI (7.6 KM) SOUTH ALONG TRUNK HIGHWAY 92
 DP9574'FROM THE JUNCTION OF TRUNK HIGHWAY 92 AND TRUNK HIGHWAY 2 IN BAGLEY,
 DP9574'AT TRUNK HIGHWAY 92 MILE POINT 61.6.
 DP9574'
 DP9574'THE MARK IS LOCATED 60.4 FT (18.4 M) WEST OF TRUNK HIGHWAY 92, 115.5
 DP9574'FT (35.2 M) SOUTH OF 310TH STREET EXTENDED, 12.7 FT (3.9 M) EAST OF A
 DP9574'NORTH-SOUTH FENCE LINE, 1.5 FT (0.5 M) EAST OF A WITNESS POST.
 DP9574'
 DP9574'NOTE - THE STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM
 DP9574'ROD DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION REMOVABLE
 DP9574'DISK SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH
 DP9574'PVC PIPE BACK FILLED WITH WASHED SAND.
 DP9574
 DP9574                          STATION RECOVERY (2017)
 DP9574
 DP9574'RECOVERY NOTE BY MN DEPT OF TRANSP 2017 (AMM)
 DP9574'4.6 MILES SOUTH OF BAGLEY, 4.75 MILES SOUTH ALONG TRUNK HIGHWAY 92
 DP9574'FROM THE JUNCTION OF TRUNK HIGHWAY 92 AND TRUNK HIGHWAY 2 IN BAGLEY,
 DP9574'AT TRUNK HIGHWAY 92 MILEPOINT 61.6, 60.4 FEET WEST OF TRUNK HIGHWAY
 DP9574'92, 115.5 FEET SOUTH OF 310TH STREET EXTENDED, 12.7 FEET EAST OF THE
 DP9574'NORTH-SOUTH FENCE LINE, 1.5 FEET EAST OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DP9573 ***********************************************************************
 DP9573  DESIGNATION -  1506 K
 DP9573  PID         -  DP9573
 DP9573  STATE/COUNTY-  MN/CLEARWATER
 DP9573  COUNTRY     -  US
 DP9573  USGS QUAD   -  ZERKEL NW (2019)
 DP9573
 DP9573                         *CURRENT SURVEY CONTROL
 DP9573  ______________________________________________________________________
 DP9573* NAD 83(2011) POSITION- 47 28 15.06984(N) 095 22 54.04582(W)   ADJUSTED
 DP9573* NAD 83(2011) ELLIP HT-   439.833 (meters)        (12/12/18)   ADJUSTED
 DP9573* NAD 83(2011) EPOCH   -  2010.00
 DP9573* NAVD 88 ORTHO HEIGHT -   467.449 (meters)     1533.62  (feet) ADJUSTED
 DP9573  ______________________________________________________________________
 DP9573  GEOID HEIGHT    -        -27.628 (meters)                     GEOID18
 DP9573  NAD 83(2011) X  -   -405,130.889 (meters)                     COMP
 DP9573  NAD 83(2011) Y  - -4,300,513.825 (meters)                     COMP
 DP9573  NAD 83(2011) Z  -  4,677,631.947 (meters)                     COMP
 DP9573  LAPLACE CORR    -         -3.10  (seconds)                    DEFLEC18
 DP9573  DYNAMIC HEIGHT  -        467.493 (meters)     1533.77  (feet) COMP
 DP9573  MODELED GRAVITY -    980,691.2   (mgal)                       NAVD 88
 DP9573
 DP9573  VERT ORDER      -  SECOND    CLASS I
 DP9573
 DP9573  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DP9573  Standards:
 DP9573         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DP9573            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DP9573  -------------------------------------------------------------------
 DP9573  NETWORK    0.35   1.29           0.16   0.12   0.66      0.06802018
 DP9573  -------------------------------------------------------------------
 DP9573  Click here for local accuracies and other accuracy information.
 DP9573
 DP9573.The horizontal coordinates were established by GPS observations
 DP9573.and adjusted by the MN DEPT OF TRANSP in December 2018.
 DP9573
 DP9573.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DP9573.been affixed to the stable North American tectonic plate. See 
 DP9573.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DP9573
 DP9573.The horizontal coordinates are valid at the epoch date displayed above
 DP9573.which is a decimal equivalence of Year/Month/Day.
 DP9573
 DP9573.The orthometric height was determined by differential leveling and
 DP9573.adjusted by the NATIONAL GEODETIC SURVEY
 DP9573.in August 2019.
 DP9573
 DP9573.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP9573.GEOID18 height accuracy estimate available here.
 DP9573
 DP9573.Click photographs - Photos may exist for this station.
 DP9573
 DP9573.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DP9573
 DP9573.The Laplace correction was computed from DEFLEC18 derived deflections.
 DP9573
 DP9573.The ellipsoidal height was determined by GPS observations
 DP9573.and is referenced to NAD 83.
 DP9573
 DP9573.The dynamic height is computed by dividing the NAVD 88
 DP9573.geopotential number by the normal gravity value computed on the
 DP9573.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP9573.degrees latitude (g = 980.6199 gals.).
 DP9573
 DP9573.The modeled gravity was interpolated from observed gravity values.
 DP9573
 DP9573. The following values were computed from the NAD 83(2011) position.
 DP9573
 DP9573;                    North         East     Units Scale Factor Converg.
 DP9573;SPC MN N     -   210,470.986   628,033.239   MT  0.99992295   -1 41 28.4
 DP9573;SPC MN N     -   690,520.23  2,060,472.38   sFT  0.99992295   -1 41 28.4
 DP9573;UTM  15      - 5,260,239.996   320,532.697   MT  0.99999583   -1 45 20.2
 DP9573
 DP9573!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DP9573!SPC MN N     -   0.99993106  x   0.99992295  =   0.99985402
 DP9573!UTM  15      -   0.99993106  x   0.99999583  =   0.99992690
 DP9573
 DP9573_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUN2053260239(NAD 83)
 DP9573
 DP9573                          SUPERSEDED SURVEY CONTROL
 DP9573
 DP9573.No superseded survey control is available for this station.
 DP9573
 DP9573_MARKER: I = METAL ROD
 DP9573_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DP9573_STAMPING: 1506 K 2014
 DP9573_MARK LOGO: MNDT
 DP9573_PROJECTION: RECESSED 5 CENTIMETERS
 DP9573_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DP9573_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DP9573_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP9573+SATELLITE: SATELLITE OBSERVATIONS - May 02, 2017
 DP9573_ROD/PIPE-DEPTH: 5.8 meters
 DP9573
 DP9573  HISTORY     - Date     Condition        Report By
 DP9573  HISTORY     - 20140814 MONUMENTED       MNDT
 DP9573  HISTORY     - 20170502 GOOD             MNDT
 DP9573
 DP9573                          STATION DESCRIPTION
 DP9573
 DP9573'DESCRIBED BY MN DEPT OF TRANSP 2014
 DP9573'THE STATION IS LOCATED ABOUT 7.1 MI (11.4 KM) EAST-SOUTHEAST OF EBRO,
 DP9573'7.1 MI (11.4 KM) SOUTHWEST OF SHEVLIN AND 3.6 MI (5.8 KM)
 DP9573'SOUTH-SOUTHEAST OF BAGLEY.
 DP9573'
 DP9573'TO REACH THE MARK GO 3.7 MI (6.0 KM) SOUTH ALONG TRUNK HIGHWAY 92 FROM
 DP9573'THE JUNCTION OF TRUNK HIGHWAY 92 AND TRUNK HIGHWAY 2 IN BAGLEY, AT
 DP9573'TRUNK HIGHWAY 92 MILE POINT 60.55.
 DP9573'
 DP9573'THE MARK IS LOCATED 175.4 FT (53.5 M) EAST OF TRUNK HIGHWAY 92, 61.5
 DP9573'FT (18.7 M) NORTH OF COUNTY ROAD 13 2.6 FT (0.8 M) SOUTH OF AN
 DP9573'EAST-WEST FENCE LINE, 1.5 FT (0.5 M) SOUTH OF A WITNESS POST.
 DP9573'
 DP9573'NOTE - THE STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM
 DP9573'ROD DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION REMOVABLE
 DP9573'DISK SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH
 DP9573'PVC PIPE BACK FILLED WITH WASHED SAND.
 DP9573
 DP9573                          STATION RECOVERY (2017)
 DP9573
 DP9573'RECOVERY NOTE BY MN DEPT OF TRANSP 2017 (AMM)
 DP9573'3.5 MILES SOUTH OF BAGLEY, 3.7 MILES SOUTH ALONG TRUNK HIGHWAY 92 FROM
 DP9573'THE JUNCTION OF TRUNK HIGHWAY 92 AND TRUNK HIGHWAY 2 IN BAGLEY, AT
 DP9573'TRUNK HIGHWAY 92 MILEPOINT 60.55, 175.4 FEET EAST OF TRUNK HIGHWAY 92,
 DP9573'61.5 FEET NORTH OF COUNTY ROAD 13 (320TH STREET), 2.6 FEET SOUTH OF
 DP9573'THE EAST-WEST FENCE LINE, 1.5 FEET SOUTH OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DP9571 ***********************************************************************
 DP9571  DESIGNATION -  1506 L
 DP9571  PID         -  DP9571
 DP9571  STATE/COUNTY-  MN/CLEARWATER
 DP9571  COUNTRY     -  US
 DP9571  USGS QUAD   -  BAGLEY (2019)
 DP9571
 DP9571                         *CURRENT SURVEY CONTROL
 DP9571  ______________________________________________________________________
 DP9571* NAD 83(2011) POSITION- 47 30 01.85816(N) 095 23 01.10132(W)   ADJUSTED
 DP9571* NAD 83(2011) ELLIP HT-   440.619 (meters)        (12/12/18)   ADJUSTED
 DP9571* NAD 83(2011) EPOCH   -  2010.00
 DP9571* NAVD 88 ORTHO HEIGHT -   468.251 (meters)     1536.25  (feet) ADJUSTED
 DP9571  ______________________________________________________________________
 DP9571  GEOID HEIGHT    -        -27.635 (meters)                     GEOID18
 DP9571  NAD 83(2011) X  -   -405,049.943 (meters)                     COMP
 DP9571  NAD 83(2011) Y  - -4,298,080.075 (meters)                     COMP
 DP9571  NAD 83(2011) Z  -  4,679,861.377 (meters)                     COMP
 DP9571  LAPLACE CORR    -         -3.29  (seconds)                    DEFLEC18
 DP9571  DYNAMIC HEIGHT  -        468.296 (meters)     1536.40  (feet) COMP
 DP9571  MODELED GRAVITY -    980,695.1   (mgal)                       NAVD 88
 DP9571
 DP9571  VERT ORDER      -  SECOND    CLASS I
 DP9571
 DP9571  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DP9571  Standards:
 DP9571         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DP9571            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DP9571  -------------------------------------------------------------------
 DP9571  NETWORK    0.34   1.29           0.16   0.11   0.66      0.11542802
 DP9571  -------------------------------------------------------------------
 DP9571  Click here for local accuracies and other accuracy information.
 DP9571
 DP9571.The horizontal coordinates were established by GPS observations
 DP9571.and adjusted by the MN DEPT OF TRANSP in December 2018.
 DP9571
 DP9571.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DP9571.been affixed to the stable North American tectonic plate. See 
 DP9571.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DP9571
 DP9571.The horizontal coordinates are valid at the epoch date displayed above
 DP9571.which is a decimal equivalence of Year/Month/Day.
 DP9571
 DP9571.The orthometric height was determined by differential leveling and
 DP9571.adjusted by the NATIONAL GEODETIC SURVEY
 DP9571.in August 2019.
 DP9571
 DP9571.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP9571.GEOID18 height accuracy estimate available here.
 DP9571
 DP9571.Click photographs - Photos may exist for this station.
 DP9571
 DP9571.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DP9571
 DP9571.The Laplace correction was computed from DEFLEC18 derived deflections.
 DP9571
 DP9571.The ellipsoidal height was determined by GPS observations
 DP9571.and is referenced to NAD 83.
 DP9571
 DP9571.The dynamic height is computed by dividing the NAVD 88
 DP9571.geopotential number by the normal gravity value computed on the
 DP9571.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP9571.degrees latitude (g = 980.6199 gals.).
 DP9571
 DP9571.The modeled gravity was interpolated from observed gravity values.
 DP9571
 DP9571. The following values were computed from the NAD 83(2011) position.
 DP9571
 DP9571;                    North         East     Units Scale Factor Converg.
 DP9571;SPC MN N     -   213,771.638   627,982.980   MT  0.99991981   -1 41 33.6
 DP9571;SPC MN N     -   701,349.12  2,060,307.49   sFT  0.99991981   -1 41 33.6
 DP9571;UTM  15      - 5,263,540.949   320,486.167   MT  0.99999603   -1 45 28.4
 DP9571
 DP9571!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DP9571!SPC MN N     -   0.99993094  x   0.99991981  =   0.99985076
 DP9571!UTM  15      -   0.99993094  x   0.99999603  =   0.99992697
 DP9571
 DP9571_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUN2048663540(NAD 83)
 DP9571
 DP9571                          SUPERSEDED SURVEY CONTROL
 DP9571
 DP9571.No superseded survey control is available for this station.
 DP9571
 DP9571_MARKER: I = METAL ROD
 DP9571_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DP9571_STAMPING: 1506 L 2014
 DP9571_MARK LOGO: MNDT
 DP9571_PROJECTION: FLUSH
 DP9571_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DP9571_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DP9571_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP9571+SATELLITE: SATELLITE OBSERVATIONS - May 02, 2017
 DP9571_ROD/PIPE-DEPTH: 5.8 meters
 DP9571
 DP9571  HISTORY     - Date     Condition        Report By
 DP9571  HISTORY     - 20140814 MONUMENTED       MNDT
 DP9571  HISTORY     - 20170502 GOOD             MNDT
 DP9571
 DP9571                          STATION DESCRIPTION
 DP9571
 DP9571'DESCRIBED BY MN DEPT OF TRANSP 2014
 DP9571'THE STATION IS LOCATED ABOUT 6.8 MI (10.9 KM) EAST OF EBRO, 6.2 MI
 DP9571'(10.0 KM) WEST-SOUTHWEST OF SHEVLIN AND 1.6 MI (2.6 KM)
 DP9571'SOUTH-SOUTHEAST OF BAGLEY.
 DP9571'
 DP9571'TO REACH THE MARK GO 1.7 MI (2.7 KM) SOUTH ALONG TRUNK HIGHWAY 92 FROM
 DP9571'THE JUNCTION OF TRUNK HIGHWAY 92 AND TRUNK HIGHWAY 2 IN BAGLEY, AT
 DP9571'TRUNK HIGHWAY 92 MILE POINT 58.55.
 DP9571'
 DP9571'THE MARK IS LOCATED 148.2 FT (45.2 M) WEST OF TRUNK HIGHWAY 92, 60.2
 DP9571'FT (18.3 M) NORTH OF COUNTY ROAD 27 1.5 FT (0.5 M) EAST OF A WITNESS
 DP9571'POST.
 DP9571'
 DP9571'NOTE - THE STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM
 DP9571'ROD DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION REMOVABLE
 DP9571'DISK SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH
 DP9571'PVC PIPE BACK FILLED WITH WASHED SAND.
 DP9571
 DP9571                          STATION RECOVERY (2017)
 DP9571
 DP9571'RECOVERY NOTE BY MN DEPT OF TRANSP 2017 (JLM)
 DP9571'1.5 MILES SOUTH OF BAGLEY, 1.7 MILES SOUTH ALONG TRUNK HIGHWAY 92 FROM
 DP9571'THE JUNCTION OF TRUNK HIGHWAY 92 AND TRUNK HIGHWAY 2 IN BAGLEY, AT
 DP9571'TRUNK HIGHWAY 92 MILEPOINT 58.55, 148.2 FEET WEST OF TRUNK HIGHWAY 92,
 DP9571'60.2 FEET NORTH OF COUNTY ROAD 27 (340TH STREET), 1.5 FEET EAST OF A
 DP9571'WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DP9570 ***********************************************************************
 DP9570  DESIGNATION -  1506 M
 DP9570  PID         -  DP9570
 DP9570  STATE/COUNTY-  MN/CLEARWATER
 DP9570  COUNTRY     -  US
 DP9570  USGS QUAD   -  BAGLEY (2019)
 DP9570
 DP9570                         *CURRENT SURVEY CONTROL
 DP9570  ______________________________________________________________________
 DP9570* NAD 83(2011) POSITION- 47 30 33.26203(N) 095 23 19.29106(W)   ADJUSTED
 DP9570* NAD 83(2011) ELLIP HT-   416.510 (meters)        (12/12/18)   ADJUSTED
 DP9570* NAD 83(2011) EPOCH   -  2010.00
 DP9570* NAVD 88 ORTHO HEIGHT -   444.136 (meters)     1457.14  (feet) ADJUSTED
 DP9570  ______________________________________________________________________
 DP9570  GEOID HEIGHT    -        -27.632 (meters)                     GEOID18
 DP9570  NAD 83(2011) X  -   -405,360.281 (meters)                     COMP
 DP9570  NAD 83(2011) Y  - -4,297,316.123 (meters)                     COMP
 DP9570  NAD 83(2011) Z  -  4,680,498.813 (meters)                     COMP
 DP9570  LAPLACE CORR    -         -3.34  (seconds)                    DEFLEC18
 DP9570  DYNAMIC HEIGHT  -        444.179 (meters)     1457.28  (feet) COMP
 DP9570  MODELED GRAVITY -    980,696.6   (mgal)                       NAVD 88
 DP9570
 DP9570  VERT ORDER      -  SECOND    CLASS I
 DP9570
 DP9570  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DP9570  Standards:
 DP9570         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DP9570            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DP9570  -------------------------------------------------------------------
 DP9570  NETWORK    0.34   1.29           0.16   0.11   0.66      0.08839013
 DP9570  -------------------------------------------------------------------
 DP9570  Click here for local accuracies and other accuracy information.
 DP9570
 DP9570.The horizontal coordinates were established by GPS observations
 DP9570.and adjusted by the MN DEPT OF TRANSP in December 2018.
 DP9570
 DP9570.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DP9570.been affixed to the stable North American tectonic plate. See 
 DP9570.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DP9570
 DP9570.The horizontal coordinates are valid at the epoch date displayed above
 DP9570.which is a decimal equivalence of Year/Month/Day.
 DP9570
 DP9570.The orthometric height was determined by differential leveling and
 DP9570.adjusted by the NATIONAL GEODETIC SURVEY
 DP9570.in August 2019.
 DP9570
 DP9570.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP9570.GEOID18 height accuracy estimate available here.
 DP9570
 DP9570.Click photographs - Photos may exist for this station.
 DP9570
 DP9570.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DP9570
 DP9570.The Laplace correction was computed from DEFLEC18 derived deflections.
 DP9570
 DP9570.The ellipsoidal height was determined by GPS observations
 DP9570.and is referenced to NAD 83.
 DP9570
 DP9570.The dynamic height is computed by dividing the NAVD 88
 DP9570.geopotential number by the normal gravity value computed on the
 DP9570.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP9570.degrees latitude (g = 980.6199 gals.).
 DP9570
 DP9570.The modeled gravity was interpolated from observed gravity values.
 DP9570
 DP9570. The following values were computed from the NAD 83(2011) position.
 DP9570
 DP9570;                    North         East     Units Scale Factor Converg.
 DP9570;SPC MN N     -   214,752.254   627,631.202   MT  0.99991894   -1 41 47.1
 DP9570;SPC MN N     -   704,566.35  2,059,153.37   sFT  0.99991894   -1 41 47.1
 DP9570;UTM  15      - 5,264,522.041   320,135.479   MT  0.99999758   -1 45 42.7
 DP9570
 DP9570!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DP9570!SPC MN N     -   0.99993472  x   0.99991894  =   0.99985367
 DP9570!UTM  15      -   0.99993472  x   0.99999758  =   0.99993230
 DP9570
 DP9570_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUN2013564522(NAD 83)
 DP9570
 DP9570                          SUPERSEDED SURVEY CONTROL
 DP9570
 DP9570.No superseded survey control is available for this station.
 DP9570
 DP9570_MARKER: I = METAL ROD
 DP9570_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DP9570_STAMPING: 1506 M 2014
 DP9570_MARK LOGO: MNDT
 DP9570_PROJECTION: RECESSED 5 CENTIMETERS
 DP9570_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DP9570_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DP9570_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP9570+SATELLITE: SATELLITE OBSERVATIONS - May 02, 2017
 DP9570_ROD/PIPE-DEPTH: 10.1 meters
 DP9570
 DP9570  HISTORY     - Date     Condition        Report By
 DP9570  HISTORY     - 20140813 MONUMENTED       MNDT
 DP9570  HISTORY     - 20170502 GOOD             MNDT
 DP9570
 DP9570                          STATION DESCRIPTION
 DP9570
 DP9570'DESCRIBED BY MN DEPT OF TRANSP 2014
 DP9570'THE STATION IS LOCATED ABOUT 6.6 MI (10.6 KM) EAST OF EBRO, 6.3 MI
 DP9570'(10.1 KM) WEST-SOUTHWEST OF SHEVLIN AND 1.0 MI (1.6 KM)
 DP9570'SOUTH-SOUTHEAST OF BAGLEY.
 DP9570'
 DP9570'TO REACH THE MARK GO 1.0 MI (1.6 KM) SOUTH ALONG TRUNK HIGHWAY 92 FROM
 DP9570'THE JUNCTION OF TRUNK HIGHWAY 92 AND TRUNK HIGHWAY 2 IN BAGLEY, AT
 DP9570'TRUNK HIGHWAY 92 MILE POINT 67.85.
 DP9570'
 DP9570'THE MARK IS LOCATED 43.4 FT (13.2 M) SOUTHWEST OF TRUNK HIGHWAY 92,
 DP9570'81.5 FT (24.8 M) NORTHWEST OF 189TH AVENUE, 1.5 FT (0.5 M) NORTHEAST
 DP9570'OF A WITNESS POST.
 DP9570'
 DP9570'NOTE - THE STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM
 DP9570'ROD DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION REMOVABLE
 DP9570'DISK SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH
 DP9570'PVC PIPE BACK FILLED WITH WASHED SAND.
 DP9570
 DP9570                          STATION RECOVERY (2017)
 DP9570
 DP9570'RECOVERY NOTE BY MN DEPT OF TRANSP 2017 (JLM)
 DP9570'1.0 MILE SOUTH OF BAGLEY, 1.0 MILE SOUTH ALONG TRUNK HIGHWAY 92 FROM
 DP9570'THE JUNCTION OF TRUNK HIGHWAY 92 AND TRUNK HIGHWAY 2 IN BAGLEY, AT
 DP9570'TRUNK HIGHWAY 92 MILEPOINT 67.85, 43.4 FEET SOUTHWEST OF TRUNK HIGHWAY
 DP9570'92, 81.5 FEET NORTHWEST OF 189TH AVENUE, 1.5 FEET NORTHEAST OF A
 DP9570'WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DP9569 ***********************************************************************
 DP9569  DESIGNATION -  1506 N
 DP9569  PID         -  DP9569
 DP9569  STATE/COUNTY-  MN/CLEARWATER
 DP9569  COUNTRY     -  US
 DP9569  USGS QUAD   -  BAGLEY (2019)
 DP9569
 DP9569                         *CURRENT SURVEY CONTROL
 DP9569  ______________________________________________________________________
 DP9569* NAD 83(2011) POSITION- 47 30 56.55801(N) 095 23 44.29550(W)   ADJUSTED
 DP9569* NAD 83(2011) ELLIP HT-   410.975 (meters)        (12/12/18)   ADJUSTED
 DP9569* NAD 83(2011) EPOCH   -  2010.00
 DP9569* NAVD 88 ORTHO HEIGHT -   438.590 (meters)     1438.94  (feet) ADJUSTED
 DP9569  ______________________________________________________________________
 DP9569  GEOID HEIGHT    -        -27.625 (meters)                     GEOID18
 DP9569  NAD 83(2011) X  -   -405,830.977 (meters)                     COMP
 DP9569  NAD 83(2011) Y  - -4,296,734.997 (meters)                     COMP
 DP9569  NAD 83(2011) Z  -  4,680,980.709 (meters)                     COMP
 DP9569  LAPLACE CORR    -         -3.59  (seconds)                    DEFLEC18
 DP9569  DYNAMIC HEIGHT  -        438.633 (meters)     1439.08  (feet) COMP
 DP9569  MODELED GRAVITY -    980,697.8   (mgal)                       NAVD 88
 DP9569
 DP9569  VERT ORDER      -  SECOND    CLASS I
 DP9569
 DP9569  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DP9569  Standards:
 DP9569         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DP9569            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DP9569  -------------------------------------------------------------------
 DP9569  NETWORK    0.37   1.33           0.17   0.12   0.68      0.06273550
 DP9569  -------------------------------------------------------------------
 DP9569  Click here for local accuracies and other accuracy information.
 DP9569
 DP9569.The horizontal coordinates were established by GPS observations
 DP9569.and adjusted by the MN DEPT OF TRANSP in December 2018.
 DP9569
 DP9569.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DP9569.been affixed to the stable North American tectonic plate. See 
 DP9569.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DP9569
 DP9569.The horizontal coordinates are valid at the epoch date displayed above
 DP9569.which is a decimal equivalence of Year/Month/Day.
 DP9569
 DP9569.The orthometric height was determined by differential leveling and
 DP9569.adjusted by the NATIONAL GEODETIC SURVEY
 DP9569.in August 2019.
 DP9569
 DP9569.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP9569.GEOID18 height accuracy estimate available here.
 DP9569
 DP9569.Click photographs - Photos may exist for this station.
 DP9569
 DP9569.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DP9569
 DP9569.The Laplace correction was computed from DEFLEC18 derived deflections.
 DP9569
 DP9569.The ellipsoidal height was determined by GPS observations
 DP9569.and is referenced to NAD 83.
 DP9569
 DP9569.The dynamic height is computed by dividing the NAVD 88
 DP9569.geopotential number by the normal gravity value computed on the
 DP9569.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP9569.degrees latitude (g = 980.6199 gals.).
 DP9569
 DP9569.The modeled gravity was interpolated from observed gravity values.
 DP9569
 DP9569. The following values were computed from the NAD 83(2011) position.
 DP9569
 DP9569;                    North         East     Units Scale Factor Converg.
 DP9569;SPC MN N     -   215,486.852   627,129.615   MT  0.99991830   -1 42 05.7
 DP9569;SPC MN N     -   706,976.45  2,057,507.75   sFT  0.99991830   -1 42 05.7
 DP9569;UTM  15      - 5,265,257.272   319,634.693   MT  0.99999980   -1 46 01.8
 DP9569
 DP9569!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DP9569!SPC MN N     -   0.99993559  x   0.99991830  =   0.99985389
 DP9569!UTM  15      -   0.99993559  x   0.99999980  =   0.99993539
 DP9569
 DP9569_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUN1963465257(NAD 83)
 DP9569
 DP9569                          SUPERSEDED SURVEY CONTROL
 DP9569
 DP9569.No superseded survey control is available for this station.
 DP9569
 DP9569_MARKER: I = METAL ROD
 DP9569_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DP9569_STAMPING: 1506 N 2014
 DP9569_MARK LOGO: MNDT
 DP9569_PROJECTION: RECESSED 5 CENTIMETERS
 DP9569_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DP9569_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DP9569_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP9569+SATELLITE: SATELLITE OBSERVATIONS - May 02, 2017
 DP9569_ROD/PIPE-DEPTH: 23.5 meters
 DP9569
 DP9569  HISTORY     - Date     Condition        Report By
 DP9569  HISTORY     - 20140813 MONUMENTED       MNDT
 DP9569  HISTORY     - 20170502 GOOD             MNDT
 DP9569
 DP9569                          STATION DESCRIPTION
 DP9569
 DP9569'DESCRIBED BY MN DEPT OF TRANSP 2014
 DP9569'THE STATION IS LOCATED ABOUT 6.5 MI (10.5 KM) WEST OF SHEVLIN, 6.4 MI
 DP9569'(10.3 KM) EAST-NORTHEAST OF EBRO AND IN THE TOWN OF BAGLEY, MN.
 DP9569'
 DP9569'TO REACH THE MARK GO 0.4 MI (0.6 KM) SOUTH ALONG TRUNK HIGHWAY 92 FROM
 DP9569'THE JUNCTION OF TRUNK HIGHWAY 92 AND TRUNK HIGHWAY 2 IN BAGLEY, AT
 DP9569'TRUNK HIGHWAY MILE POINT 57.3.
 DP9569'
 DP9569'THE MARK IS LOCATED 30 FT (9.1 M) NORTHEAST OF TRUNK HIGHWAY 92, 58.3
 DP9569'FT (17.8 M) SOUTHEAST OF SOUTH END OF GUARD RAIL, 1.5 FT (0.5 M)
 DP9569'SOUTHWEST OF A WITNESS POST.
 DP9569'
 DP9569'NOTE - THE STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM
 DP9569'ROD DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION REMOVABLE
 DP9569'DISK SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH
 DP9569'PVC PIPE BACK FILLED WITH WASHED SAND.
 DP9569
 DP9569                          STATION RECOVERY (2017)
 DP9569
 DP9569'RECOVERY NOTE BY MN DEPT OF TRANSP 2017 (CLW)
 DP9569'0.5 MILE SOUTH OF BAGLEY, 0.4 MILE SOUTH ALONG TRUNK HIGHWAY 92 FROM
 DP9569'THE JUNCTION OF TRUNK HIGHWAY 92 AND TRUNK HIGHWAY 2 IN BAGLEY, AT
 DP9569'TRUNK HIGHWAY MILEPOINT 57.3, 30 FEET NORTHEAST OF TRUNK HIGHWAY 92,
 DP9569'58.3 FEET SOUTHEAST OF THE SOUTH END OF A GUARD RAIL, 1.5 FEET
 DP9569'SOUTHWEST OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DP9568 ***********************************************************************
 DP9568  DESIGNATION -  1506 P
 DP9568  PID         -  DP9568
 DP9568  STATE/COUNTY-  MN/CLEARWATER
 DP9568  COUNTRY     -  US
 DP9568  USGS QUAD   -  BAGLEY (2019)
 DP9568
 DP9568                         *CURRENT SURVEY CONTROL
 DP9568  ______________________________________________________________________
 DP9568* NAD 83(1986) POSITION- 47 30 58.35   (N) 095 23 46.47   (W)   HD_HELD1
 DP9568* NAVD 88 ORTHO HEIGHT -   439.700 (meters)     1442.58  (feet) ADJUSTED
 DP9568  ______________________________________________________________________
 DP9568  GEOID HEIGHT    -        -27.624 (meters)                     GEOID18
 DP9568  DYNAMIC HEIGHT  -        439.743 (meters)     1442.72  (feet) COMP
 DP9568  MODELED GRAVITY -    980,697.9   (mgal)                       NAVD 88
 DP9568
 DP9568  VERT ORDER      -  SECOND    CLASS I
 DP9568
 DP9568.The horizontal coordinates were determined by differentially corrected
 DP9568.hand held GPS observations or other comparable positioning techniques
 DP9568.and have an estimated accuracy of +/- 3 meters.
 DP9568
 DP9568.The orthometric height was determined by differential leveling and
 DP9568.adjusted by the NATIONAL GEODETIC SURVEY
 DP9568.in August 2019.
 DP9568
 DP9568.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP9568.GEOID18 height accuracy estimate available here.
 DP9568
 DP9568.Click photographs - Photos may exist for this station.
 DP9568
 DP9568.The dynamic height is computed by dividing the NAVD 88
 DP9568.geopotential number by the normal gravity value computed on the
 DP9568.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP9568.degrees latitude (g = 980.6199 gals.).
 DP9568
 DP9568.The modeled gravity was interpolated from observed gravity values.
 DP9568
 DP9568;                    North         East    Units  Estimated Accuracy
 DP9568;SPC MN N     -   215,543.5     627,085.8     MT  (+/- 3 meters HH1 GPS) 
 DP9568
 DP9568_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUN1959065313(NAD 83)
 DP9568
 DP9568                          SUPERSEDED SURVEY CONTROL
 DP9568
 DP9568.No superseded survey control is available for this station.
 DP9568
 DP9568_MARKER: DV = VERTICAL CONTROL DISK
 DP9568_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DP9568_SP_SET: BRIDGE ABUTMENT
 DP9568_STAMPING: 1506 P 1988
 DP9568_MARK LOGO: MNDT
 DP9568_MAGNETIC: N = NO MAGNETIC MATERIAL
 DP9568_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DP9568_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DP9568+SATELLITE: SATELLITE OBSERVATIONS - August 13, 2014
 DP9568
 DP9568  HISTORY     - Date     Condition        Report By
 DP9568  HISTORY     - 19880401 MONUMENTED       MNDT
 DP9568  HISTORY     - 20140813 GOOD             MNDT
 DP9568
 DP9568                          STATION DESCRIPTION
 DP9568
 DP9568'DESCRIBED BY MN DEPT OF TRANSP 2014 (MPP)
 DP9568'THE STATION IS LOCATED ABOUT 6.5 MI (10.5 KM) WEST OF SHEVLIN, 6.4 MI
 DP9568'(10.3 KM) EAST-NORTHEAST OF EBRO AND IN THE TOWN OF BAGLEY, MN.
 DP9568'
 DP9568'TO REACH THE MARK IN ABUTMENT IN SOUTHEAST CORNER OF TRUNK HIGHWAY 92
 DP9568'BRIDGE NUMBER 5401 OVER CLEARWATER RIVER, 0.35 MI (0.6 KM) SOUTH ALONG
 DP9568'TRUNK HIGHWAY 92 FROM THE JUNCTION OF TRUNK HIGHWAY 92 AND TRUNK
 DP9568'HIGHWAY 2 IN BAGLEY, AT TRUNK HIGHWAY 92 MILE POINT 67.25.
 DP9568'
 DP9568'THE MARK IS LOCATED 22.0 FT (6.7 M) TRUNK HIGHWAY 92.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DP9564 ***********************************************************************
 DP9564  DESIGNATION -  1507 AA
 DP9564  PID         -  DP9564
 DP9564  STATE/COUNTY-  MN/CLEARWATER
 DP9564  COUNTRY     -  US
 DP9564  USGS QUAD   -  BAGLEY (2019)
 DP9564
 DP9564                         *CURRENT SURVEY CONTROL
 DP9564  ______________________________________________________________________
 DP9564* NAD 83(2011) POSITION- 47 31 35.98247(N) 095 23 54.18088(W)   ADJUSTED
 DP9564* NAD 83(2011) ELLIP HT-   413.259 (meters)        (12/12/18)   ADJUSTED
 DP9564* NAD 83(2011) EPOCH   -  2010.00
 DP9564* NAVD 88 ORTHO HEIGHT -   440.876 (meters)     1446.44  (feet) ADJUSTED
 DP9564  ______________________________________________________________________
 DP9564  GEOID HEIGHT    -        -27.621 (meters)                     GEOID18
 DP9564  NAD 83(2011) X  -   -405,952.557 (meters)                     COMP
 DP9564  NAD 83(2011) Y  - -4,295,823.012 (meters)                     COMP
 DP9564  NAD 83(2011) Z  -  4,681,804.693 (meters)                     COMP
 DP9564  LAPLACE CORR    -         -3.88  (seconds)                    DEFLEC18
 DP9564  DYNAMIC HEIGHT  -        440.920 (meters)     1446.59  (feet) COMP
 DP9564  MODELED GRAVITY -    980,699.7   (mgal)                       NAVD 88
 DP9564
 DP9564  VERT ORDER      -  SECOND    CLASS I
 DP9564
 DP9564  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DP9564  Standards:
 DP9564         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DP9564            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DP9564  -------------------------------------------------------------------
 DP9564  NETWORK    0.37   1.37           0.17   0.12   0.70      0.06438928
 DP9564  -------------------------------------------------------------------
 DP9564  Click here for local accuracies and other accuracy information.
 DP9564
 DP9564.The horizontal coordinates were established by GPS observations
 DP9564.and adjusted by the MN DEPT OF TRANSP in December 2018.
 DP9564
 DP9564.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DP9564.been affixed to the stable North American tectonic plate. See 
 DP9564.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DP9564
 DP9564.The horizontal coordinates are valid at the epoch date displayed above
 DP9564.which is a decimal equivalence of Year/Month/Day.
 DP9564
 DP9564.The orthometric height was determined by differential leveling and
 DP9564.adjusted by the NATIONAL GEODETIC SURVEY
 DP9564.in August 2019.
 DP9564
 DP9564.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP9564.GEOID18 height accuracy estimate available here.
 DP9564
 DP9564.Click photographs - Photos may exist for this station.
 DP9564
 DP9564.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DP9564
 DP9564.The Laplace correction was computed from DEFLEC18 derived deflections.
 DP9564
 DP9564.The ellipsoidal height was determined by GPS observations
 DP9564.and is referenced to NAD 83.
 DP9564
 DP9564.The dynamic height is computed by dividing the NAVD 88
 DP9564.geopotential number by the normal gravity value computed on the
 DP9564.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP9564.degrees latitude (g = 980.6199 gals.).
 DP9564
 DP9564.The modeled gravity was interpolated from observed gravity values.
 DP9564
 DP9564. The following values were computed from the NAD 83(2011) position.
 DP9564
 DP9564;                    North         East     Units Scale Factor Converg.
 DP9564;SPC MN N     -   216,709.928   626,959.091   MT  0.99991726   -1 42 13.0
 DP9564;SPC MN N     -   710,989.16  2,056,948.28   sFT  0.99991726   -1 42 13.0
 DP9564;UTM  15      - 5,266,480.643   319,465.559   MT  1.00000054   -1 46 10.2
 DP9564
 DP9564!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DP9564!SPC MN N     -   0.99993523  x   0.99991726  =   0.99985250
 DP9564!UTM  15      -   0.99993523  x   1.00000054  =   0.99993577
 DP9564
 DP9564_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUN1946566480(NAD 83)
 DP9564
 DP9564                          SUPERSEDED SURVEY CONTROL
 DP9564
 DP9564.No superseded survey control is available for this station.
 DP9564
 DP9564_MARKER: I = METAL ROD
 DP9564_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DP9564_STAMPING: 1507 AA 2014
 DP9564_MARK LOGO: MNDT
 DP9564_PROJECTION: RECESSED 3 CENTIMETERS
 DP9564_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DP9564_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DP9564_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP9564+SATELLITE: SATELLITE OBSERVATIONS - August 15, 2018
 DP9564_ROD/PIPE-DEPTH: 16.2 meters
 DP9564
 DP9564  HISTORY     - Date     Condition        Report By
 DP9564  HISTORY     - 20140820 MONUMENTED       MNDT
 DP9564  HISTORY     - 20170502 GOOD             MNDT
 DP9564  HISTORY     - 20180815 GOOD             MNDT
 DP9564
 DP9564                          STATION DESCRIPTION
 DP9564
 DP9564'DESCRIBED BY MN DEPT OF TRANSP 2014
 DP9564'THE STATION IS LOCATED ABOUT 6.6 MI (10.6 KM) WEST OF SHEVLIN, 6.5 MI
 DP9564'(10.5 KM) EAST-NORTHEAST OF EBRO AND IN THE TOWN OF BAGLEY, MN.
 DP9564'
 DP9564'TO REACH THE MARK GO 0.35 MI (0.6 KM) NORTH ALONG TRUNK HIGHWAY 92 AND
 DP9564'TRUNK HIGHWAY 2 IN BAGLEY, AT TRUNK HIGHWAY 92 MILE POINT 56.4.
 DP9564'
 DP9564'THE MARK IS LOCATED 41.3 FT (12.6 M) EAST OF TRUNK HIGHWAY 92, 40.6 FT
 DP9564'(12.4 M) SOUTH OF FIFTH STREET NORTHEAST, 1.5 FT (0.5 M) WEST OF A
 DP9564'WITNESS POST.
 DP9564'
 DP9564'NOTE - THE STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM
 DP9564'ROD DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION REMOVABLE
 DP9564'DISK SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH
 DP9564'PVC PIPE BACK FILLED WITH WASHED SAND.
 DP9564
 DP9564                          STATION RECOVERY (2017)
 DP9564
 DP9564'RECOVERY NOTE BY MN DEPT OF TRANSP 2017 (CLW)
 DP9564'IN BAGLEY, 0.35 MILE NORTH ALONG TRUNK HIGHWAY 92 AND TRUNK HIGHWAY 2
 DP9564'IN BAGLEY, AT TRUNK HIGHWAY 92 MILEPOINT 56.4, 41.3 FEET EAST OF TRUNK
 DP9564'HIGHWAY 92, 40.6 FEET SOUTH OF 5TH STREET NORTHEAST, 1.5 FEET WEST OF
 DP9564'A WITNESS POST.
 DP9564
 DP9564                          STATION RECOVERY (2018)
 DP9564
 DP9564'RECOVERY NOTE BY MN DEPT OF TRANSP 2018 (KDJ)
 DP9564'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DP9545 ***********************************************************************
 DP9545  DESIGNATION -  1507 D
 DP9545  PID         -  DP9545
 DP9545  STATE/COUNTY-  MN/CLEARWATER
 DP9545  COUNTRY     -  US
 DP9545  USGS QUAD   -  CLEARBROOK (2019)
 DP9545
 DP9545                         *CURRENT SURVEY CONTROL
 DP9545  ______________________________________________________________________
 DP9545* NAD 83(1986) POSITION- 47 41 49.19   (N) 095 26 01.61   (W)   HD_HELD1
 DP9545* NAVD 88 ORTHO HEIGHT -   403.970 (meters)     1325.36  (feet) ADJUSTED
 DP9545  ______________________________________________________________________
 DP9545  GEOID HEIGHT    -        -27.579 (meters)                     GEOID18
 DP9545  DYNAMIC HEIGHT  -        404.026 (meters)     1325.54  (feet) COMP
 DP9545  MODELED GRAVITY -    980,739.0   (mgal)                       NAVD 88
 DP9545
 DP9545  VERT ORDER      -  SECOND    CLASS I
 DP9545
 DP9545.The horizontal coordinates were determined by differentially corrected
 DP9545.hand held GPS observations or other comparable positioning techniques
 DP9545.and have an estimated accuracy of +/- 3 meters.
 DP9545
 DP9545.The orthometric height was determined by differential leveling and
 DP9545.adjusted by the NATIONAL GEODETIC SURVEY
 DP9545.in August 2019.
 DP9545
 DP9545.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP9545.GEOID18 height accuracy estimate available here.
 DP9545
 DP9545.Click photographs - Photos may exist for this station.
 DP9545
 DP9545.The dynamic height is computed by dividing the NAVD 88
 DP9545.geopotential number by the normal gravity value computed on the
 DP9545.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP9545.degrees latitude (g = 980.6199 gals.).
 DP9545
 DP9545.The modeled gravity was interpolated from observed gravity values.
 DP9545
 DP9545;                    North         East    Units  Estimated Accuracy
 DP9545;SPC MN N     -   235,717.8     624,866.6     MT  (+/- 3 meters HH1 GPS) 
 DP9545
 DP9545_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUN1739585492(NAD 83)
 DP9545
 DP9545                          SUPERSEDED SURVEY CONTROL
 DP9545
 DP9545.No superseded survey control is available for this station.
 DP9545
 DP9545_MARKER: DB = BENCH MARK DISK
 DP9545_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 DP9545_SP_SET: CULVERT
 DP9545_STAMPING: 1507 D 1969
 DP9545_MARK LOGO: MNHD
 DP9545_MAGNETIC: N = NO MAGNETIC MATERIAL
 DP9545_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DP9545+STABILITY: SURFACE MOTION
 DP9545_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DP9545+SATELLITE: SATELLITE OBSERVATIONS - July 01, 2014
 DP9545
 DP9545  HISTORY     - Date     Condition        Report By
 DP9545  HISTORY     - 19690401 MONUMENTED       MNHD
 DP9545  HISTORY     - 20140701 GOOD             MNDT
 DP9545
 DP9545                          STATION DESCRIPTION
 DP9545
 DP9545'DESCRIBED BY MN DEPT OF TRANSP 2014 (MAS)
 DP9545'THE STATION IS LOCATED ABOUT 7.6 MI (12.2 KM) SOUTH-SOUTHEAST OF
 DP9545'BERNER, 4.6 MI (7.4 KM) SOUTHEAST OF GONVICK AND IN THE TOWN OF CLEAR
 DP9545'BROOK, MN.
 DP9545'
 DP9545'TO REACH THE MARK GO 0.25 MI (0.4 KM) NORTHWEST ALONG TRUNK HIGHWAY 92
 DP9545'FROM THE JUNCTION OF TRUNK HIGHWAY 92 AND COUNTY ROAD 5 IN CLEAR BROOK
 DP9545'AT TRUNK HIGHWAY MILE POINT 44.15, AT TRUNK HIGHWAY 92 STATION 635+01.
 DP9545'THE MARK IS LOCATED 25.0 FT (7.6 M) SOUTHWEST OF TRUNK HIGHWAY 92.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DP9547 ***********************************************************************
 DP9547  DESIGNATION -  1507 E
 DP9547  PID         -  DP9547
 DP9547  STATE/COUNTY-  MN/CLEARWATER
 DP9547  COUNTRY     -  US
 DP9547  USGS QUAD   -  CLEARBROOK (2019)
 DP9547
 DP9547                         *CURRENT SURVEY CONTROL
 DP9547  ______________________________________________________________________
 DP9547* NAD 83(2011) POSITION- 47 41 16.77434(N) 095 25 50.17233(W)   ADJUSTED
 DP9547* NAD 83(2011) ELLIP HT-   384.112 (meters)        (12/12/18)   ADJUSTED
 DP9547* NAD 83(2011) EPOCH   -  2010.00
 DP9547* NAVD 88 ORTHO HEIGHT -   411.683 (meters)     1350.66  (feet) ADJUSTED
 DP9547  ______________________________________________________________________
 DP9547  GEOID HEIGHT    -        -27.577 (meters)                     GEOID18
 DP9547  NAD 83(2011) X  -   -407,112.545 (meters)                     COMP
 DP9547  NAD 83(2011) Y  - -4,282,385.741 (meters)                     COMP
 DP9547  NAD 83(2011) Z  -  4,693,877.337 (meters)                     COMP
 DP9547  LAPLACE CORR    -         -2.99  (seconds)                    DEFLEC18
 DP9547  DYNAMIC HEIGHT  -        411.740 (meters)     1350.85  (feet) COMP
 DP9547  MODELED GRAVITY -    980,736.8   (mgal)                       NAVD 88
 DP9547
 DP9547  VERT ORDER      -  SECOND    CLASS I
 DP9547
 DP9547  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DP9547  Standards:
 DP9547         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DP9547            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DP9547  -------------------------------------------------------------------
 DP9547  NETWORK    0.37   1.37           0.17   0.12   0.70      0.06175408
 DP9547  -------------------------------------------------------------------
 DP9547  Click here for local accuracies and other accuracy information.
 DP9547
 DP9547.The horizontal coordinates were established by GPS observations
 DP9547.and adjusted by the MN DEPT OF TRANSP in December 2018.
 DP9547
 DP9547.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DP9547.been affixed to the stable North American tectonic plate. See 
 DP9547.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DP9547
 DP9547.The horizontal coordinates are valid at the epoch date displayed above
 DP9547.which is a decimal equivalence of Year/Month/Day.
 DP9547
 DP9547.The orthometric height was determined by differential leveling and
 DP9547.adjusted by the NATIONAL GEODETIC SURVEY
 DP9547.in August 2019.
 DP9547
 DP9547.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP9547.GEOID18 height accuracy estimate available here.
 DP9547
 DP9547.Click photographs - Photos may exist for this station.
 DP9547
 DP9547.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DP9547
 DP9547.The Laplace correction was computed from DEFLEC18 derived deflections.
 DP9547
 DP9547.The ellipsoidal height was determined by GPS observations
 DP9547.and is referenced to NAD 83.
 DP9547
 DP9547.The dynamic height is computed by dividing the NAVD 88
 DP9547.geopotential number by the normal gravity value computed on the
 DP9547.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP9547.degrees latitude (g = 980.6199 gals.).
 DP9547
 DP9547.The modeled gravity was interpolated from observed gravity values.
 DP9547
 DP9547. The following values were computed from the NAD 83(2011) position.
 DP9547
 DP9547;                    North         East     Units Scale Factor Converg.
 DP9547;SPC MN N     -   234,710.034   625,074.734   MT  0.99990611   -1 43 39.0
 DP9547;SPC MN N     -   770,044.50  2,050,766.02   sFT  0.99990611   -1 43 39.0
 DP9547;UTM  15      - 5,284,484.664   317,602.437   MT  1.00000884   -1 47 52.4
 DP9547
 DP9547!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DP9547!SPC MN N     -   0.99993980  x   0.99990611  =   0.99984591
 DP9547!UTM  15      -   0.99993980  x   1.00000884  =   0.99994864
 DP9547
 DP9547_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUN1760284484(NAD 83)
 DP9547
 DP9547                          SUPERSEDED SURVEY CONTROL
 DP9547
 DP9547.No superseded survey control is available for this station.
 DP9547
 DP9547_MARKER: DB = BENCH MARK DISK
 DP9547_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 DP9547_STAMPING: 1507 E 1969
 DP9547_MARK LOGO: MNHD
 DP9547_PROJECTION: RECESSED 5 CENTIMETERS
 DP9547_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DP9547_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DP9547_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP9547+SATELLITE: SATELLITE OBSERVATIONS - May 03, 2017
 DP9547
 DP9547  HISTORY     - Date     Condition        Report By
 DP9547  HISTORY     - 19690401 MONUMENTED       MNHD
 DP9547  HISTORY     - 20140701 GOOD             MNDT
 DP9547  HISTORY     - 20170503 GOOD             MNDT
 DP9547
 DP9547                          STATION DESCRIPTION
 DP9547
 DP9547'DESCRIBED BY MN DEPT OF TRANSP 2014 (KMS)
 DP9547'THE STATION IS LOCATED ABOUT 7.8 MI (12.6 KM) WEST-NORTHWEST OF
 DP9547'LEONARD, 5.2 MI (8.4 KM) SOUTHEAST OF GONVICK AND IN THE TOWN OF CLEAR
 DP9547'BROOK, MN.
 DP9547'
 DP9547'TO REACH THE MARK GO 0.4 MI (0.6 KM) SOUTH ALONG TRUNK HIGHWAY 92
 DP9547'FROM THE JUNCTION OF TRUNK HIGHWAY 92 AND COUNTY ROAD 5 IN CLEAR
 DP9547'BROOK.
 DP9547'
 DP9547'THE MARK IS LOCATED 73.0 FT (22.3 M) EAST OF TRUNK HIGHWAY 92, 70.3 FT
 DP9547'(21.4 M) SOUTH OF COUNTY ROAD 49 44.0 FT (13.4 M) WEST-SOUTHWEST OF
 DP9547'STATION 14 CER, 0.5 FT (15 CM) WEST OF A WITNESS POST.
 DP9547
 DP9547                          STATION RECOVERY (2017)
 DP9547
 DP9547'RECOVERY NOTE BY MN DEPT OF TRANSP 2017 (AMM)
 DP9547'0.5 MILE SOUTH OF CLEARBROOK, 0.4 MILE SOUTH ALONG TRUNK HIGHWAY 92
 DP9547'FROM THE JUNCTION OF TRUNK HIGHWAY 92 AND COUNTY ROAD 5 IN CLEARBROOK,
 DP9547'AT TRUNK HIGHWAY 92 MILE POINT 44.8, 73.0 FEET EAST OF TRUNK HIGHWAY
 DP9547'92, 70.3 FEET SOUTH OF COUNTY ROAD 49 (470TH STREET), 44.0 FEET
 DP9547'WEST-SOUTHWEST OF STATION 14 CER, 0.5 FOOT WEST OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DF7278 ***********************************************************************
 DF7278  DESIGNATION -  1507 F
 DF7278  PID         -  DF7278
 DF7278  STATE/COUNTY-  MN/CLEARWATER
 DF7278  COUNTRY     -  US
 DF7278  USGS QUAD   -  CLEARBROOK (2019)
 DF7278
 DF7278                         *CURRENT SURVEY CONTROL
 DF7278  ______________________________________________________________________
 DF7278* NAD 83(2011) POSITION- 47 40 26.08513(N) 095 25 48.06172(W)   ADJUSTED
 DF7278* NAD 83(2011) ELLIP HT-   395.626 (meters)        (06/27/12)   ADJUSTED
 DF7278* NAD 83(2011) EPOCH   -  2010.00
 DF7278* NAVD 88 ORTHO HEIGHT -   423.189 (meters)     1388.41  (feet) ADJUSTED
 DF7278  ______________________________________________________________________
 DF7278  GEOID HEIGHT    -        -27.569 (meters)                     GEOID18
 DF7278  NAD 83(2011) X  -   -407,179.004 (meters)                     COMP
 DF7278  NAD 83(2011) Y  - -4,283,550.049 (meters)                     COMP
 DF7278  NAD 83(2011) Z  -  4,692,831.793 (meters)                     COMP
 DF7278  LAPLACE CORR    -         -3.03  (seconds)                    DEFLEC18
 DF7278  DYNAMIC HEIGHT  -        423.246 (meters)     1388.60  (feet) COMP
 DF7278  MODELED GRAVITY -    980,733.4   (mgal)                       NAVD 88
 DF7278
 DF7278  VERT ORDER      -  SECOND    CLASS I
 DF7278
 DF7278  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DF7278  Standards:
 DF7278         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DF7278            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DF7278  -------------------------------------------------------------------
 DF7278  NETWORK    0.30   0.47           0.14   0.10   0.24     -0.00545058
 DF7278  -------------------------------------------------------------------
 DF7278  Click here for local accuracies and other accuracy information.
 DF7278
 DF7278.The horizontal coordinates were established by GPS observations
 DF7278.and adjusted by the National Geodetic Survey in June 2012.
 DF7278
 DF7278.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DF7278.been affixed to the stable North American tectonic plate. See 
 DF7278.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DF7278
 DF7278.The horizontal coordinates are valid at the epoch date displayed above
 DF7278.which is a decimal equivalence of Year/Month/Day.
 DF7278
 DF7278.The orthometric height was determined by differential leveling and
 DF7278.adjusted by the NATIONAL GEODETIC SURVEY
 DF7278.in August 2019.
 DF7278
 DF7278.Significant digits in the geoid height do not necessarily reflect accuracy.
 DF7278.GEOID18 height accuracy estimate available here.
 DF7278
 DF7278.Click photographs - Photos may exist for this station.
 DF7278
 DF7278.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DF7278
 DF7278.The Laplace correction was computed from DEFLEC18 derived deflections.
 DF7278
 DF7278.The ellipsoidal height was determined by GPS observations
 DF7278.and is referenced to NAD 83.
 DF7278
 DF7278.The dynamic height is computed by dividing the NAVD 88
 DF7278.geopotential number by the normal gravity value computed on the
 DF7278.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DF7278.degrees latitude (g = 980.6199 gals.).
 DF7278
 DF7278.The modeled gravity was interpolated from observed gravity values.
 DF7278
 DF7278. The following values were computed from the NAD 83(2011) position.
 DF7278
 DF7278;                    North         East     Units Scale Factor Converg.
 DF7278;SPC MN N     -   233,144.056   625,071.547   MT  0.99990677   -1 43 37.4
 DF7278;SPC MN N     -   764,906.79  2,050,755.57   sFT  0.99990677   -1 43 37.4
 DF7278;UTM  15      - 5,282,918.530   317,597.331   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  =   0.99984477
 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 10.5
 DF7278:UTM  15      -  1507 G                                   171 20 22.5
 DF7278
 DF7278_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUN1759782918(NAD 83)
 DF7278
 DF7278|---------------------------------------------------------------------|
 DF7278| PID    Reference Object                     Distance      Geod. Az  |
 DF7278|                                                           dddmmss.s |
 DF7278| DF7279 1507 G                              APPROX. 1.6 KM 1693233.1 |
 DF7278|---------------------------------------------------------------------|
 DF7278
 DF7278                          SUPERSEDED SURVEY CONTROL
 DF7278
 DF7278  NAD 83(2007)-  47 40 26.08502(N)    095 25 48.06257(W) AD(2002.00) 0
 DF7278  ELLIP H (02/10/07)  395.674  (m)                       GP(2002.00)    
 DF7278  NAD 83(1996)-  47 40 26.08504(N)    095 25 48.06254(W) AD(       ) 1
 DF7278  ELLIP H (08/20/03)  395.680  (m)                       GP(       ) 3 2
 DF7278  NAVD 88 (08/20/03)  423.2    (m)  GEOID99  model used  GPS OBS        
 DF7278
 DF7278.Superseded values are not recommended for survey control.
 DF7278
 DF7278.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF7278.See file dsdata.pdf to determine how the superseded data were derived.
 DF7278
 DF7278_MARKER: DB = BENCH MARK DISK
 DF7278_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 DF7278_STAMPING: 1507 F 1969
 DF7278_MARK LOGO: MNHD
 DF7278_PROJECTION: RECESSED 8 CENTIMETERS
 DF7278_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DF7278_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DF7278_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF7278+SATELLITE: SATELLITE OBSERVATIONS - May 02, 2017
 DF7278
 DF7278  HISTORY     - Date     Condition        Report By
 DF7278  HISTORY     - 1969     MONUMENTED       MNHD
 DF7278  HISTORY     - 20020827 GOOD             MNDT
 DF7278  HISTORY     - 20140701 GOOD             MNDT
 DF7278  HISTORY     - 20170502 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.
 DF7278
 DF7278                          STATION RECOVERY (2014)
 DF7278
 DF7278'RECOVERY NOTE BY MN DEPT OF TRANSP 2014 (KMS)
 DF7278'RECOVERED AS DESCRIBED.
 DF7278
 DF7278                          STATION RECOVERY (2017)
 DF7278
 DF7278'RECOVERY NOTE BY MN DEPT OF TRANSP 2017 (ALS)
 DF7278'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DF7279 ***********************************************************************
 DF7279  DESIGNATION -  1507 G
 DF7279  PID         -  DF7279
 DF7279  STATE/COUNTY-  MN/CLEARWATER
 DF7279  COUNTRY     -  US
 DF7279  USGS QUAD   -  CLEARBROOK (2019)
 DF7279
 DF7279                         *CURRENT SURVEY CONTROL
 DF7279  ______________________________________________________________________
 DF7279* NAD 83(2011) POSITION- 47 39 34.58393(N) 095 25 33.99167(W)   ADJUSTED
 DF7279* NAD 83(2011) ELLIP HT-   422.861 (meters)        (06/27/12)   ADJUSTED
 DF7279* NAD 83(2011) EPOCH   -  2010.00
 DF7279* NAVD 88 ORTHO HEIGHT -   450.415 (meters)     1477.74  (feet) ADJUSTED
 DF7279  ______________________________________________________________________
 DF7279  GEOID HEIGHT    -        -27.567 (meters)                     GEOID18
 DF7279  NAD 83(2011) X  -   -406,999.737 (meters)                     COMP
 DF7279  NAD 83(2011) Y  - -4,284,766.704 (meters)                     COMP
 DF7279  NAD 83(2011) Z  -  4,691,780.693 (meters)                     COMP
 DF7279  LAPLACE CORR    -         -3.05  (seconds)                    DEFLEC18
 DF7279  DYNAMIC HEIGHT  -        450.474 (meters)     1477.93  (feet) COMP
 DF7279  MODELED GRAVITY -    980,729.4   (mgal)                       NAVD 88
 DF7279
 DF7279  VERT ORDER      -  SECOND    CLASS I
 DF7279
 DF7279  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DF7279  Standards:
 DF7279         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DF7279            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DF7279  -------------------------------------------------------------------
 DF7279  NETWORK    0.30   0.43           0.14   0.10   0.22      0.01644719
 DF7279  -------------------------------------------------------------------
 DF7279  Click here for local accuracies and other accuracy information.
 DF7279
 DF7279.The horizontal coordinates were established by GPS observations
 DF7279.and adjusted by the National Geodetic Survey in June 2012.
 DF7279
 DF7279.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DF7279.been affixed to the stable North American tectonic plate. See 
 DF7279.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DF7279
 DF7279.The horizontal coordinates are valid at the epoch date displayed above
 DF7279.which is a decimal equivalence of Year/Month/Day.
 DF7279
 DF7279.The orthometric height was determined by differential leveling and
 DF7279.adjusted by the NATIONAL GEODETIC SURVEY
 DF7279.in August 2019.
 DF7279
 DF7279.Significant digits in the geoid height do not necessarily reflect accuracy.
 DF7279.GEOID18 height accuracy estimate available here.
 DF7279
 DF7279.Click photographs - Photos may exist for this station.
 DF7279
 DF7279.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DF7279
 DF7279.The Laplace correction was computed from DEFLEC18 derived deflections.
 DF7279
 DF7279.The ellipsoidal height was determined by GPS observations
 DF7279.and is referenced to NAD 83.
 DF7279
 DF7279.The dynamic height is computed by dividing the NAVD 88
 DF7279.geopotential number by the normal gravity value computed on the
 DF7279.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DF7279.degrees latitude (g = 980.6199 gals.).
 DF7279
 DF7279.The modeled gravity was interpolated from observed gravity values.
 DF7279
 DF7279. The following values were computed from the NAD 83(2011) position.
 DF7279
 DF7279;                    North         East     Units Scale Factor Converg.
 DF7279;SPC MN N     -   231,545.503   625,317.029   MT  0.99990750   -1 43 27.0
 DF7279;SPC MN N     -   759,662.20  2,051,560.95   sFT  0.99990750   -1 43 27.0
 DF7279;UTM  15      - 5,281,319.517   317,840.889   MT  1.00000777   -1 47 37.6
 DF7279
 DF7279!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF7279!SPC MN N     -   0.99993373  x   0.99990750  =   0.99984123
 DF7279!UTM  15      -   0.99993373  x   1.00000777  =   0.99994150
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUN1784081319(NAD 83)
 DF7279
 DF7279|---------------------------------------------------------------------|
 DF7279| PID    Reference Object                     Distance      Geod. Az  |
 DF7279|                                                           dddmmss.s |
 DF7279| DF7280 1507 H                              APPROX. 1.5 KM 1801841.5 |
 DF7279|---------------------------------------------------------------------|
 DF7279
 DF7279                          SUPERSEDED SURVEY CONTROL
 DF7279
 DF7279  NAD 83(2007)-  47 39 34.58383(N)    095 25 33.99250(W) AD(2002.00) 0
 DF7279  ELLIP H (02/10/07)  422.910  (m)                       GP(2002.00)    
 DF7279  NAD 83(1996)-  47 39 34.58385(N)    095 25 33.99247(W) AD(       ) 1
 DF7279  ELLIP H (08/20/03)  422.916  (m)                       GP(       ) 3 2
 DF7279  NAVD 88 (08/20/03)  450.4    (m)  GEOID99  model used  GPS OBS        
 DF7279
 DF7279.Superseded values are not recommended for survey control.
 DF7279
 DF7279.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF7279.See file dsdata.pdf to determine how the superseded data were derived.
 DF7279
 DF7279_MARKER: DB = BENCH MARK DISK
 DF7279_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 DF7279_STAMPING: 1507 G 1969
 DF7279_MARK LOGO: MNHD
 DF7279_PROJECTION: PROJECTING 3 CENTIMETERS
 DF7279_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DF7279_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DF7279_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF7279+SATELLITE: SATELLITE OBSERVATIONS - May 02, 2017
 DF7279
 DF7279  HISTORY     - Date     Condition        Report By
 DF7279  HISTORY     - 1969     MONUMENTED       MNHD
 DF7279  HISTORY     - 20020827 GOOD             MNDT
 DF7279  HISTORY     - 20061114 GOOD             MNDT
 DF7279  HISTORY     - 20140701 GOOD             MNDT
 DF7279  HISTORY     - 20170502 GOOD             MNDT
 DF7279
 DF7279                          STATION DESCRIPTION
 DF7279
 DF7279'DESCRIBED BY MN DEPT OF TRANSP 2002 (DKH)
 DF7279'THE MARK WAS RECOVERED IN GOOD CONDITION.  THE MARK IS 2.4 MI (3.9 KM)
 DF7279'SOUTH ALONG TH 92 FROM JCT OF TH 92 AND CO RD 5 IN CLEARBROOK, AT TH
 DF7279'92 MP 46.8, 74 FT (22.6 M) EAST OF TH 92, AT TH 92 STA 688+38, 50 FT
 DF7279'(15.2 M) SOUTH OF TWP RD, 5.3 FT (1.6 M) SE OF CABLE MARKER, 0.4 FT
 DF7279'(12.2 CM) WEST OF WIT POST, PROJECTS 1 INCH, MAGNETIC, AND SUITABLE
 DF7279'FOR GPS.
 DF7279
 DF7279                          STATION RECOVERY (2006)
 DF7279
 DF7279'RECOVERY NOTE BY MN DEPT OF TRANSP 2006 (MPP)
 DF7279'2.4 MILES SOUTH ALONG TRUNK HIGHWAY 92 FROM JUNCTION OF TRUNK HIGHWAY
 DF7279'92 AND COUNTY ROAD 5 IN CLEARBROOK, AT TRUNK HIGHWAY 92 MILEPOINT
 DF7279'46.8, 74 FEET EAST OF TRUNK HIGHWAY 92, AT TRUNK HIGHWAY 92 STATION
 DF7279'688+38, 50 FEET SOUTH OF 450TH STREET, 5.3 FEET SOUTHEAST OF CABLE
 DF7279'MARKER, 0.4 FEET WEST OF WITNESS POST.
 DF7279
 DF7279                          STATION RECOVERY (2014)
 DF7279
 DF7279'RECOVERY NOTE BY MN DEPT OF TRANSP 2014 (KMS)
 DF7279'RECOVERED AS DESCRIBED.
 DF7279
 DF7279                          STATION RECOVERY (2017)
 DF7279
 DF7279'RECOVERY NOTE BY MN DEPT OF TRANSP 2017 (ALS)
 DF7279'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DP9558 ***********************************************************************
 DP9558  DESIGNATION -  1507 J
 DP9558  PID         -  DP9558
 DP9558  STATE/COUNTY-  MN/CLEARWATER
 DP9558  COUNTRY     -  US
 DP9558  USGS QUAD   -  CLEARBROOK (2019)
 DP9558
 DP9558                         *CURRENT SURVEY CONTROL
 DP9558  ______________________________________________________________________
 DP9558* NAD 83(1986) POSITION- 47 37 47.72   (N) 095 25 34.63   (W)   HD_HELD1
 DP9558* NAVD 88 ORTHO HEIGHT -   449.830 (meters)     1475.82  (feet) ADJUSTED
 DP9558  ______________________________________________________________________
 DP9558  GEOID HEIGHT    -        -27.559 (meters)                     GEOID18
 DP9558  DYNAMIC HEIGHT  -        449.885 (meters)     1476.00  (feet) COMP
 DP9558  MODELED GRAVITY -    980,721.2   (mgal)                       NAVD 88
 DP9558
 DP9558  VERT ORDER      -  SECOND    CLASS I
 DP9558
 DP9558.The horizontal coordinates were determined by differentially corrected
 DP9558.hand held GPS observations or other comparable positioning techniques
 DP9558.and have an estimated accuracy of +/- 3 meters.
 DP9558
 DP9558.The orthometric height was determined by differential leveling and
 DP9558.adjusted by the NATIONAL GEODETIC SURVEY
 DP9558.in August 2019.
 DP9558
 DP9558.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP9558.GEOID18 height accuracy estimate available here.
 DP9558
 DP9558.Click photographs - Photos may exist for this station.
 DP9558
 DP9558.The dynamic height is computed by dividing the NAVD 88
 DP9558.geopotential number by the normal gravity value computed on the
 DP9558.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP9558.degrees latitude (g = 980.6199 gals.).
 DP9558
 DP9558.The modeled gravity was interpolated from observed gravity values.
 DP9558
 DP9558;                    North         East    Units  Estimated Accuracy
 DP9558;SPC MN N     -   228,247.3     625,204.4     MT  (+/- 3 meters HH1 GPS) 
 DP9558
 DP9558_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUN1772478021(NAD 83)
 DP9558
 DP9558                          SUPERSEDED SURVEY CONTROL
 DP9558
 DP9558.No superseded survey control is available for this station.
 DP9558
 DP9558_MARKER: DB = BENCH MARK DISK
 DP9558_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 DP9558_STAMPING: 1507 J 1969
 DP9558_MARK LOGO: MNHD
 DP9558_PROJECTION: PROJECTING 5 CENTIMETERS
 DP9558_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DP9558_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DP9558_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DP9558+SATELLITE: SATELLITE OBSERVATIONS - July 01, 2014
 DP9558
 DP9558  HISTORY     - Date     Condition        Report By
 DP9558  HISTORY     - 19690401 MONUMENTED       MNHD
 DP9558  HISTORY     - 20140701 GOOD             MNDT
 DP9558
 DP9558                          STATION DESCRIPTION
 DP9558
 DP9558'DESCRIBED BY MN DEPT OF TRANSP 2014 (KMS)
 DP9558'THE STATION IS LOCATED ABOUT 7.6 MI (12.2 KM) NORTH OF BAGLEY, 7.4 MI
 DP9558'(11.9 KM) WEST-SOUTHWEST OF LEONARD AND 4.3 MI (6.9 KM) SOUTH OF CLEAR
 DP9558'BROOK.
 DP9558'
 DP9558'TO REACH THE MARK GO 7.85 MI (12.6 KM) NORTH ALONG TRUNK HIGHWAY 92
 DP9558'FROM THE JUNCTION OF TRUNK HIGHWAY 92 AND TRUNK HIGHWAY 2 IN BAGLEY AT
 DP9558'TRUNK HIGHWAY MILE POINT 48.85.
 DP9558'
 DP9558'THE MARK IS LOCATED 285.0 FT (86.9 M) SOUTH OF 430TH STREET EXTENDED,
 DP9558'70.0 FT (21.3 M) EAST OF TRUNK HIGHWAY 92, 1.0 FT (0.3 M) WEST OF A
 DP9558'WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DF7281 ***********************************************************************
 DF7281  DESIGNATION -  1507 K
 DF7281  PID         -  DF7281
 DF7281  STATE/COUNTY-  MN/CLEARWATER
 DF7281  COUNTRY     -  US
 DF7281  USGS QUAD   -  BAGLEY (2019)
 DF7281
 DF7281                         *CURRENT SURVEY CONTROL
 DF7281  ______________________________________________________________________
 DF7281* NAD 83(2011) POSITION- 47 36 57.92163(N) 095 25 36.42166(W)   ADJUSTED
 DF7281* NAD 83(2011) ELLIP HT-   433.930 (meters)        (06/27/12)   ADJUSTED
 DF7281* NAD 83(2011) EPOCH   -  2010.00
 DF7281* NAVD 88 ORTHO HEIGHT -   461.479 (meters)     1514.04  (feet) ADJUSTED
 DF7281  ______________________________________________________________________
 DF7281  GEOID HEIGHT    -        -27.557 (meters)                     GEOID18
 DF7281  NAD 83(2011) X  -   -407,389.053 (meters)                     COMP
 DF7281  NAD 83(2011) Y  - -4,288,328.643 (meters)                     COMP
 DF7281  NAD 83(2011) Z  -  4,688,528.471 (meters)                     COMP
 DF7281  LAPLACE CORR    -         -3.32  (seconds)                    DEFLEC18
 DF7281  DYNAMIC HEIGHT  -        461.534 (meters)     1514.22  (feet) COMP
 DF7281  MODELED GRAVITY -    980,717.7   (mgal)                       NAVD 88
 DF7281
 DF7281  VERT ORDER      -  SECOND    CLASS I
 DF7281
 DF7281  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DF7281  Standards:
 DF7281         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DF7281            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DF7281  -------------------------------------------------------------------
 DF7281  NETWORK    0.34   0.51           0.16   0.11   0.26      0.03778165
 DF7281  -------------------------------------------------------------------
 DF7281  Click here for local accuracies and other accuracy information.
 DF7281
 DF7281.The horizontal coordinates were established by GPS observations
 DF7281.and adjusted by the National Geodetic Survey in June 2012.
 DF7281
 DF7281.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DF7281.been affixed to the stable North American tectonic plate. See 
 DF7281.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DF7281
 DF7281.The horizontal coordinates are valid at the epoch date displayed above
 DF7281.which is a decimal equivalence of Year/Month/Day.
 DF7281
 DF7281.The orthometric height was determined by differential leveling and
 DF7281.adjusted by the NATIONAL GEODETIC SURVEY
 DF7281.in August 2019.
 DF7281
 DF7281.Significant digits in the geoid height do not necessarily reflect accuracy.
 DF7281.GEOID18 height accuracy estimate available here.
 DF7281
 DF7281.Click photographs - Photos may exist for this station.
 DF7281
 DF7281.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DF7281
 DF7281.The Laplace correction was computed from DEFLEC18 derived deflections.
 DF7281
 DF7281.The ellipsoidal height was determined by GPS observations
 DF7281.and is referenced to NAD 83.
 DF7281
 DF7281.The dynamic height is computed by dividing the NAVD 88
 DF7281.geopotential number by the normal gravity value computed on the
 DF7281.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DF7281.degrees latitude (g = 980.6199 gals.).
 DF7281
 DF7281.The modeled gravity was interpolated from observed gravity values.
 DF7281
 DF7281. The following values were computed from the NAD 83(2011) position.
 DF7281
 DF7281;                    North         East     Units Scale Factor Converg.
 DF7281;SPC MN N     -   226,711.265   625,120.749   MT  0.99991011   -1 43 28.8
 DF7281;SPC MN N     -   743,801.88  2,050,916.99   sFT  0.99991011   -1 43 28.8
 DF7281;UTM  15      - 5,276,485.038   317,638.769   MT  1.00000868   -1 47 34.9
 DF7281
 DF7281!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF7281!SPC MN N     -   0.99993199  x   0.99991011  =   0.99984211
 DF7281!UTM  15      -   0.99993199  x   1.00000868  =   0.99994067
 DF7281
 DF7281:                Primary Azimuth Mark                     Grid Az
 DF7281:SPC MN N     -  1507 L                                   181 29 05.0
 DF7281:UTM  15      -  1507 L                                   181 33 11.1
 DF7281
 DF7281_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUN1763876485(NAD 83)
 DF7281
 DF7281|---------------------------------------------------------------------|
 DF7281| PID    Reference Object                     Distance      Geod. Az  |
 DF7281|                                                           dddmmss.s |
 DF7281| DF7282 1507 L                              APPROX. 1.6 KM 1794536.2 |
 DF7281|---------------------------------------------------------------------|
 DF7281
 DF7281                          SUPERSEDED SURVEY CONTROL
 DF7281
 DF7281  NAD 83(2007)-  47 36 57.92158(N)    095 25 36.42258(W) AD(2002.00) 0
 DF7281  ELLIP H (02/10/07)  433.977  (m)                       GP(2002.00)    
 DF7281  NAD 83(1996)-  47 36 57.92162(N)    095 25 36.42248(W) AD(       ) 1
 DF7281  ELLIP H (08/20/03)  433.984  (m)                       GP(       ) 3 2
 DF7281  NAVD 88 (03/06/08)  461.5    (m)  GEOID03  model used  GPS OBS        
 DF7281  NAVD 88 (08/20/03)  461.5    (m)  GEOID99  model used  GPS OBS        
 DF7281
 DF7281.Superseded values are not recommended for survey control.
 DF7281
 DF7281.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF7281.See file dsdata.pdf to determine how the superseded data were derived.
 DF7281
 DF7281_MARKER: DB = BENCH MARK DISK
 DF7281_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 DF7281_STAMPING: 1507 K 1969
 DF7281_MARK LOGO: MNHD
 DF7281_PROJECTION: PROJECTING 3 CENTIMETERS
 DF7281_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DF7281_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DF7281_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF7281+SATELLITE: SATELLITE OBSERVATIONS - May 02, 2017
 DF7281
 DF7281  HISTORY     - Date     Condition        Report By
 DF7281  HISTORY     - 1969     MONUMENTED       MNHD
 DF7281  HISTORY     - 20020827 GOOD             MNDT
 DF7281  HISTORY     - 20061206 GOOD             MNDT
 DF7281  HISTORY     - 20140701 GOOD             MNDT
 DF7281  HISTORY     - 20170502 GOOD             MNDT
 DF7281
 DF7281                          STATION DESCRIPTION
 DF7281
 DF7281'DESCRIBED BY MN DEPT OF TRANSP 2002 (DKH)
 DF7281'THE MARK WAS RECOVERED IN GOOD CONDITION.  THE MARK IS 6.9 MI (11.1
 DF7281'KM) NORTH ALONG TH 92 FROM JCT OF TH 92 AND TH 2 IN BAGLEY, AT TH 92
 DF7281'MP 49.8, 74 FT (22.6 M) WEST OF TH 92, AT TH 92 STA 529+52, 52 FT
 DF7281'(15.8 M) SOUTH OF CO RD 115, 14.5 FT (4.4 M) SE OF P-POLE, 4.2 FT (1.3
 DF7281'M) SW OF GAS LINE MARKER POST, 0.6 MI (1.0 KM) EAST OF WIT POST,
 DF7281'PROJECTS 1 INCH, MAGNETIC, AND SUITABLE FOR GPS.
 DF7281
 DF7281                          STATION RECOVERY (2006)
 DF7281
 DF7281'RECOVERY NOTE BY MN DEPT OF TRANSP 2006 (MPP)
 DF7281'6.9 MILES NORTH ALONG TRUNK HIGHWAY 92 FROM JUNCTION OF TRUNK HIGHWAY
 DF7281'92 AND TRUNK HIGHWAY 2 IN BAGLEY, AT TRUNK HIGHWAY 92 MILEPOINT 49.8,
 DF7281'74 FEET WEST OF TRUNK HIGHWAY 92, AT TRUNK HIGHWAY 92 STATION 529+52,
 DF7281'52 FEET SOUTH OF COUNTY ROAD 115, 14.5 FEET SOUTHEAST OF POWER POLE,
 DF7281'4.2 FEET SOUTHWEST OF GAS LINE MARKER POST, 0.6 MILES EAST OF WITNESS
 DF7281'POST.
 DF7281
 DF7281                          STATION RECOVERY (2014)
 DF7281
 DF7281'RECOVERY NOTE BY MN DEPT OF TRANSP 2014 (KMS)
 DF7281'RECOVERED AS DESCRIBED.
 DF7281
 DF7281                          STATION RECOVERY (2017)
 DF7281
 DF7281'RECOVERY NOTE BY MN DEPT OF TRANSP 2017 (JLM)
 DF7281'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DF7282 ***********************************************************************
 DF7282  DESIGNATION -  1507 L
 DF7282  PID         -  DF7282
 DF7282  STATE/COUNTY-  MN/CLEARWATER
 DF7282  COUNTRY     -  US
 DF7282  USGS QUAD   -  BAGLEY (2019)
 DF7282
 DF7282                         *CURRENT SURVEY CONTROL
 DF7282  ______________________________________________________________________
 DF7282* NAD 83(2011) POSITION- 47 36 05.48557(N) 095 25 36.09697(W)   ADJUSTED
 DF7282* NAD 83(2011) ELLIP HT-   452.919 (meters)        (06/27/12)   ADJUSTED
 DF7282* NAD 83(2011) EPOCH   -  2010.00
 DF7282* NAVD 88 ORTHO HEIGHT -   480.471 (meters)     1576.35  (feet) ADJUSTED
 DF7282  ______________________________________________________________________
 DF7282  GEOID HEIGHT    -        -27.558 (meters)                     GEOID18
 DF7282  NAD 83(2011) X  -   -407,496.635 (meters)                     COMP
 DF7282  NAD 83(2011) Y  - -4,289,532.803 (meters)                     COMP
 DF7282  NAD 83(2011) Z  -  4,687,450.611 (meters)                     COMP
 DF7282  LAPLACE CORR    -         -3.48  (seconds)                    DEFLEC18
 DF7282  DYNAMIC HEIGHT  -        480.528 (meters)     1576.53  (feet) COMP
 DF7282  MODELED GRAVITY -    980,714.6   (mgal)                       NAVD 88
 DF7282
 DF7282  VERT ORDER      -  SECOND    CLASS I
 DF7282
 DF7282  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DF7282  Standards:
 DF7282         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DF7282            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DF7282  -------------------------------------------------------------------
 DF7282  NETWORK    0.64   0.57           0.29   0.22   0.29      0.08692479
 DF7282  -------------------------------------------------------------------
 DF7282  Click here for local accuracies and other accuracy information.
 DF7282
 DF7282.The horizontal coordinates were established by GPS observations
 DF7282.and adjusted by the National Geodetic Survey in June 2012.
 DF7282
 DF7282.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DF7282.been affixed to the stable North American tectonic plate. See 
 DF7282.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DF7282
 DF7282.The horizontal coordinates are valid at the epoch date displayed above
 DF7282.which is a decimal equivalence of Year/Month/Day.
 DF7282
 DF7282.The orthometric height was determined by differential leveling and
 DF7282.adjusted by the NATIONAL GEODETIC SURVEY
 DF7282.in August 2019.
 DF7282
 DF7282.Significant digits in the geoid height do not necessarily reflect accuracy.
 DF7282.GEOID18 height accuracy estimate available here.
 DF7282
 DF7282.Click photographs - Photos may exist for this station.
 DF7282
 DF7282.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DF7282
 DF7282.The Laplace correction was computed from DEFLEC18 derived deflections.
 DF7282
 DF7282.The ellipsoidal height was determined by GPS observations
 DF7282.and is referenced to NAD 83.
 DF7282
 DF7282.The dynamic height is computed by dividing the NAVD 88
 DF7282.geopotential number by the normal gravity value computed on the
 DF7282.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DF7282.degrees latitude (g = 980.6199 gals.).
 DF7282
 DF7282.The modeled gravity was interpolated from observed gravity values.
 DF7282
 DF7282. The following values were computed from the NAD 83(2011) position.
 DF7282
 DF7282;                    North         East     Units Scale Factor Converg.
 DF7282;SPC MN N     -   225,092.499   625,078.793   MT  0.99991111   -1 43 28.5
 DF7282;SPC MN N     -   738,490.97  2,050,779.34   sFT  0.99991111   -1 43 28.5
 DF7282;UTM  15      - 5,274,866.165   317,594.883   MT  1.00000888   -1 47 33.1
 DF7282
 DF7282!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF7282!SPC MN N     -   0.99992902  x   0.99991111  =   0.99984013
 DF7282!UTM  15      -   0.99992902  x   1.00000888  =   0.99993789
 DF7282
 DF7282:                Primary Azimuth Mark                     Grid Az
 DF7282:SPC MN N     -  HOLST                                    174 19 28.3
 DF7282:UTM  15      -  HOLST                                    174 23 32.9
 DF7282
 DF7282_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUN1759474866(NAD 83)
 DF7282
 DF7282|---------------------------------------------------------------------|
 DF7282| PID    Reference Object                     Distance      Geod. Az  |
 DF7282|                                                           dddmmss.s |
 DF7282| DF7297 HOLST                               442.153 METERS 1723559.8 |
 DF7282|---------------------------------------------------------------------|
 DF7282
 DF7282                          SUPERSEDED SURVEY CONTROL
 DF7282
 DF7282  NAD 83(2007)-  47 36 05.48572(N)    095 25 36.09761(W) AD(2002.00) 0
 DF7282  ELLIP H (02/10/07)  452.959  (m)                       GP(2002.00)    
 DF7282  NAD 83(1996)-  47 36 05.48570(N)    095 25 36.09750(W) AD(       ) 1
 DF7282  ELLIP H (08/20/03)  452.968  (m)                       GP(       ) 3 2
 DF7282  NAVD 88 (08/20/03)  480.5    (m)  GEOID99  model used  GPS OBS        
 DF7282
 DF7282.Superseded values are not recommended for survey control.
 DF7282
 DF7282.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF7282.See file dsdata.pdf to determine how the superseded data were derived.
 DF7282
 DF7282_MARKER: DB = BENCH MARK DISK
 DF7282_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 DF7282_STAMPING: 1507 L 1969
 DF7282_MARK LOGO: MNHD
 DF7282_PROJECTION: PROJECTING 3 CENTIMETERS
 DF7282_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DF7282_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DF7282_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF7282+SATELLITE: SATELLITE OBSERVATIONS - June 30, 2014
 DF7282
 DF7282  HISTORY     - Date     Condition        Report By
 DF7282  HISTORY     - 1969     MONUMENTED       MNHD
 DF7282  HISTORY     - 20020827 GOOD             MNDT
 DF7282  HISTORY     - 20140630 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.
 DF7282
 DF7282                          STATION RECOVERY (2014)
 DF7282
 DF7282'RECOVERY NOTE BY MN DEPT OF TRANSP 2014 (KMS)
 DF7282'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DF7283 ***********************************************************************
 DF7283  DESIGNATION -  1507 M
 DF7283  PID         -  DF7283
 DF7283  STATE/COUNTY-  MN/CLEARWATER
 DF7283  COUNTRY     -  US
 DF7283  USGS QUAD   -  BAGLEY (2019)
 DF7283
 DF7283                         *CURRENT SURVEY CONTROL
 DF7283  ______________________________________________________________________
 DF7283* NAD 83(2011) POSITION- 47 35 14.52641(N) 095 25 00.70637(W)   ADJUSTED
 DF7283* NAD 83(2011) ELLIP HT-   446.404 (meters)        (06/27/12)   ADJUSTED
 DF7283* NAD 83(2011) EPOCH   -  2010.00
 DF7283* NAVD 88 ORTHO HEIGHT -   473.964 (meters)     1555.00  (feet) ADJUSTED
 DF7283  ______________________________________________________________________
 DF7283  GEOID HEIGHT    -        -27.575 (meters)                     GEOID18
 DF7283  NAD 83(2011) X  -   -406,869.933 (meters)                     COMP
 DF7283  NAD 83(2011) Y  - -4,290,755.271 (meters)                     COMP
 DF7283  NAD 83(2011) Z  -  4,686,384.380 (meters)                     COMP
 DF7283  LAPLACE CORR    -         -3.89  (seconds)                    DEFLEC18
 DF7283  DYNAMIC HEIGHT  -        474.018 (meters)     1555.17  (feet) COMP
 DF7283  MODELED GRAVITY -    980,711.1   (mgal)                       NAVD 88
 DF7283
 DF7283  VERT ORDER      -  SECOND    CLASS I
 DF7283
 DF7283  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DF7283  Standards:
 DF7283         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DF7283            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DF7283  -------------------------------------------------------------------
 DF7283  NETWORK    0.37   0.63           0.17   0.12   0.32      0.00990106
 DF7283  -------------------------------------------------------------------
 DF7283  Click here for local accuracies and other accuracy information.
 DF7283
 DF7283.The horizontal coordinates were established by GPS observations
 DF7283.and adjusted by the National Geodetic Survey in June 2012.
 DF7283
 DF7283.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DF7283.been affixed to the stable North American tectonic plate. See 
 DF7283.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DF7283
 DF7283.The horizontal coordinates are valid at the epoch date displayed above
 DF7283.which is a decimal equivalence of Year/Month/Day.
 DF7283
 DF7283.The orthometric height was determined by differential leveling and
 DF7283.adjusted by the NATIONAL GEODETIC SURVEY
 DF7283.in August 2019.
 DF7283
 DF7283.Significant digits in the geoid height do not necessarily reflect accuracy.
 DF7283.GEOID18 height accuracy estimate available here.
 DF7283
 DF7283.Click photographs - Photos may exist for this station.
 DF7283
 DF7283.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DF7283
 DF7283.The Laplace correction was computed from DEFLEC18 derived deflections.
 DF7283
 DF7283.The ellipsoidal height was determined by GPS observations
 DF7283.and is referenced to NAD 83.
 DF7283
 DF7283.The dynamic height is computed by dividing the NAVD 88
 DF7283.geopotential number by the normal gravity value computed on the
 DF7283.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DF7283.degrees latitude (g = 980.6199 gals.).
 DF7283
 DF7283.The modeled gravity was interpolated from observed gravity values.
 DF7283
 DF7283. The following values were computed from the NAD 83(2011) position.
 DF7283
 DF7283;                    North         East     Units Scale Factor Converg.
 DF7283;SPC MN N     -   223,497.323   625,770.486   MT  0.99991214   -1 43 02.3
 DF7283;SPC MN N     -   733,257.47  2,053,048.67   sFT  0.99991214   -1 43 02.3
 DF7283;UTM  15      - 5,273,270.019   318,284.755   MT  1.00000580   -1 47 05.5
 DF7283
 DF7283!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF7283!SPC MN N     -   0.99993004  x   0.99991214  =   0.99984218
 DF7283!UTM  15      -   0.99993004  x   1.00000580  =   0.99993584
 DF7283
 DF7283:                Primary Azimuth Mark                     Grid Az
 DF7283:SPC MN N     -  1507 N                                   180 40 14.6
 DF7283:UTM  15      -  1507 N                                   180 44 17.8
 DF7283
 DF7283_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUN1828473270(NAD 83)
 DF7283
 DF7283|---------------------------------------------------------------------|
 DF7283| PID    Reference Object                     Distance      Geod. Az  |
 DF7283|                                                           dddmmss.s |
 DF7283| DF7284 1507 N                              APPROX. 1.6 KM 1785712.3 |
 DF7283|---------------------------------------------------------------------|
 DF7283
 DF7283                          SUPERSEDED SURVEY CONTROL
 DF7283
 DF7283  NAD 83(2007)-  47 35 14.52655(N)    095 25 00.70714(W) AD(2002.00) 0
 DF7283  ELLIP H (02/10/07)  446.439  (m)                       GP(2002.00)    
 DF7283  NAD 83(1996)-  47 35 14.52653(N)    095 25 00.70693(W) AD(       ) 1
 DF7283  ELLIP H (08/20/03)  446.450  (m)                       GP(       ) 3 2
 DF7283  NAVD 88 (08/20/03)  474.0    (m)  GEOID99  model used  GPS OBS        
 DF7283
 DF7283.Superseded values are not recommended for survey control.
 DF7283
 DF7283.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF7283.See file dsdata.pdf to determine how the superseded data were derived.
 DF7283
 DF7283_MARKER: DB = BENCH MARK DISK
 DF7283_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 DF7283_STAMPING: 1507 M 1969
 DF7283_MARK LOGO: MNHD
 DF7283_PROJECTION: PROJECTING 10 CENTIMETERS
 DF7283_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DF7283_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DF7283_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF7283+SATELLITE: SATELLITE OBSERVATIONS - May 02, 2017
 DF7283
 DF7283  HISTORY     - Date     Condition        Report By
 DF7283  HISTORY     - 1969     MONUMENTED       MNHD
 DF7283  HISTORY     - 20020827 GOOD             MNDT
 DF7283  HISTORY     - 20140630 GOOD             MNDT
 DF7283  HISTORY     - 20170502 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.
 DF7283
 DF7283                          STATION RECOVERY (2014)
 DF7283
 DF7283'RECOVERY NOTE BY MN DEPT OF TRANSP 2014 (KMS)
 DF7283'THE STATION IS LOCATED ABOUT 8.1 MI (13.0 KM) WEST-SOUTHWEST OF
 DF7283'LEONARD, 7.3 MI (11.7 KM) SOUTH OF CLEAR BROOK AND 4.6 MI (7.4 KM)
 DF7283'NORTH OF BAGLEY.
 DF7283'
 DF7283'TO REACH THE MARK GO 4.8 MI (7.7 KM) NORTH ALONG TRUNK HIGHWAY 92
 DF7283'FROM THE JUNCTION OF TRUNK HIGHWAY 92 AND TRUNK HIGHWAY 2 IN BAGLEY,
 DF7283'AT TRUNK HIGHWAY 92 MILE POINT 51.9.
 DF7283'
 DF7283'THE MARK IS LOCATED 74.0 FT (22.6 M) EAST OF TRUNK HIGHWAY 92, AT
 DF7283'TRUNK HIGHWAY 92 STATION 414+04, 72.0 FT (21.9 M) NORTH OF COUNTY ROAD
 DF7283'1 37.0 FT (11.3 M) WEST-NORTHWEST OF POWER POLE, 11.5 FT (3.5 M) NORTH
 DF7283'OF THE NORTHEAST CORNER OF CABLE BOX, 1.2 FT (0.4 M) WEST OF A FENCE,
 DF7283'0.4 FT (12 CM) WEST OF A WITNESS POST.
 DF7283
 DF7283                          STATION RECOVERY (2017)
 DF7283
 DF7283'RECOVERY NOTE BY MN DEPT OF TRANSP 2017 (AMM)
 DF7283'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DF7284 ***********************************************************************
 DF7284  DESIGNATION -  1507 N
 DF7284  PID         -  DF7284
 DF7284  STATE/COUNTY-  MN/CLEARWATER
 DF7284  COUNTRY     -  US
 DF7284  USGS QUAD   -  BAGLEY (2019)
 DF7284
 DF7284                         *CURRENT SURVEY CONTROL
 DF7284  ______________________________________________________________________
 DF7284* NAD 83(2011) POSITION- 47 34 21.29715(N) 095 24 59.26943(W)   ADJUSTED
 DF7284* NAD 83(2011) ELLIP HT-   446.123 (meters)        (06/27/12)   ADJUSTED
 DF7284* NAD 83(2011) EPOCH   -  2010.00
 DF7284* NAVD 88 ORTHO HEIGHT -   473.698 (meters)     1554.12  (feet) ADJUSTED
 DF7284  ______________________________________________________________________
 DF7284  GEOID HEIGHT    -        -27.582 (meters)                     GEOID18
 DF7284  NAD 83(2011) X  -   -406,954.587 (meters)                     COMP
 DF7284  NAD 83(2011) Y  - -4,291,966.163 (meters)                     COMP
 DF7284  NAD 83(2011) Z  -  4,685,275.166 (meters)                     COMP
 DF7284  LAPLACE CORR    -         -3.83  (seconds)                    DEFLEC18
 DF7284  DYNAMIC HEIGHT  -        473.751 (meters)     1554.30  (feet) COMP
 DF7284  MODELED GRAVITY -    980,708.5   (mgal)                       NAVD 88
 DF7284
 DF7284  VERT ORDER      -  SECOND    CLASS I
 DF7284
 DF7284  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DF7284  Standards:
 DF7284         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DF7284            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DF7284  -------------------------------------------------------------------
 DF7284  NETWORK    0.35   0.63           0.16   0.12   0.32      0.02020549
 DF7284  -------------------------------------------------------------------
 DF7284  Click here for local accuracies and other accuracy information.
 DF7284
 DF7284.The horizontal coordinates were established by GPS observations
 DF7284.and adjusted by the National Geodetic Survey in June 2012.
 DF7284
 DF7284.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DF7284.been affixed to the stable North American tectonic plate. See 
 DF7284.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DF7284
 DF7284.The horizontal coordinates are valid at the epoch date displayed above
 DF7284.which is a decimal equivalence of Year/Month/Day.
 DF7284
 DF7284.The orthometric height was determined by differential leveling and
 DF7284.adjusted by the NATIONAL GEODETIC SURVEY
 DF7284.in August 2019.
 DF7284
 DF7284.Significant digits in the geoid height do not necessarily reflect accuracy.
 DF7284.GEOID18 height accuracy estimate available here.
 DF7284
 DF7284.Click photographs - Photos may exist for this station.
 DF7284
 DF7284.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DF7284
 DF7284.The Laplace correction was computed from DEFLEC18 derived deflections.
 DF7284
 DF7284.The ellipsoidal height was determined by GPS observations
 DF7284.and is referenced to NAD 83.
 DF7284
 DF7284.The dynamic height is computed by dividing the NAVD 88
 DF7284.geopotential number by the normal gravity value computed on the
 DF7284.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DF7284.degrees latitude (g = 980.6199 gals.).
 DF7284
 DF7284.The modeled gravity was interpolated from observed gravity values.
 DF7284
 DF7284. The following values were computed from the NAD 83(2011) position.
 DF7284
 DF7284;                    North         East     Units Scale Factor Converg.
 DF7284;SPC MN N     -   221,853.376   625,751.241   MT  0.99991329   -1 43 01.2
 DF7284;SPC MN N     -   727,863.95  2,052,985.53   sFT  0.99991329   -1 43 01.2
 DF7284;UTM  15      - 5,271,625.943   318,263.575   MT  1.00000589   -1 47 03.0
 DF7284
 DF7284!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF7284!SPC MN N     -   0.99993008  x   0.99991329  =   0.99984338
 DF7284!UTM  15      -   0.99993008  x   1.00000589  =   0.99993597
 DF7284
 DF7284:                Primary Azimuth Mark                     Grid Az
 DF7284:SPC MN N     -  1507 M                                   000 40 14.6
 DF7284:UTM  15      -  1507 M                                   000 44 16.4
 DF7284
 DF7284_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUN1826371625(NAD 83)
 DF7284
 DF7284|---------------------------------------------------------------------|
 DF7284| PID    Reference Object                     Distance      Geod. Az  |
 DF7284|                                                           dddmmss.s |
 DF7284| DF7283 1507 M                              APPROX. 1.6 KM 3585713.4 |
 DF7284|---------------------------------------------------------------------|
 DF7284
 DF7284                          SUPERSEDED SURVEY CONTROL
 DF7284
 DF7284  NAD 83(2007)-  47 34 21.29727(N)    095 24 59.27036(W) AD(2002.00) 0
 DF7284  ELLIP H (02/10/07)  446.158  (m)                       GP(2002.00)    
 DF7284  NAD 83(1996)-  47 34 21.29725(N)    095 24 59.27014(W) AD(       ) 1
 DF7284  ELLIP H (08/20/03)  446.169  (m)                       GP(       ) 3 2
 DF7284  NAVD 88 (08/20/03)  473.7    (m)  GEOID99  model used  GPS OBS        
 DF7284
 DF7284.Superseded values are not recommended for survey control.
 DF7284
 DF7284.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF7284.See file dsdata.pdf to determine how the superseded data were derived.
 DF7284
 DF7284_MARKER: DB = BENCH MARK DISK
 DF7284_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 DF7284_STAMPING: 1507 N 1969
 DF7284_MARK LOGO: MNHD
 DF7284_PROJECTION: FLUSH
 DF7284_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DF7284_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DF7284_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF7284+SATELLITE: SATELLITE OBSERVATIONS - May 02, 2017
 DF7284
 DF7284  HISTORY     - Date     Condition        Report By
 DF7284  HISTORY     - 1969     MONUMENTED       MNHD
 DF7284  HISTORY     - 20020827 GOOD             MNDT
 DF7284  HISTORY     - 20061206 GOOD             MNDT
 DF7284  HISTORY     - 20140630 GOOD             MNDT
 DF7284  HISTORY     - 20170502 GOOD             MNDT
 DF7284
 DF7284                          STATION DESCRIPTION
 DF7284
 DF7284'DESCRIBED BY MN DEPT OF TRANSP 2002 (DKH)
 DF7284'THE MARK WAS RECOVERED IN GOOD CONDITION.  THE MARK IS 3.8 MI (6.1 KM)
 DF7284'NORTH ALONG TH 92 FROM JCT OF TH 92 AND TH 2 IN BAGLEY, AT TH 92 MP
 DF7284'52.9, 74 FT (22.6 M) WEST OF TH 92, AT TH 92 STA 360+15, 47 FT (14.3
 DF7284'M) SOUTH OF CO RD 22, 9.3 FT (2.8 M) SE OF P-POLE, 0.4 FT (12.2 CM)
 DF7284'EAST OF WIT POST, FLUSH, MAGNETIC, AND SUITABLE FOR GPS.
 DF7284
 DF7284                          STATION RECOVERY (2006)
 DF7284
 DF7284'RECOVERY NOTE BY MN DEPT OF TRANSP 2006 (MPP)
 DF7284'3.8 MILES NORTH ALONG TRUNK HIGHWAY 92 FROM JUNCTION OF TRUNK HIGHWAY
 DF7284'92 AND TRUNK HIGHWAY 2 IN BAGLEY, AT TRUNK HIGHWAY 92 MILEPOINT 52.9,
 DF7284'74 FEET WEST OF TRUNK HIGHWAY 92, AT TRUNK HIGHWAY 92 STATION 360+15,
 DF7284'47 FEET SOUTH OF COUNTY ROAD 22, 9.3 FEET SOUTHEAST OF POWER POLE, 0.4
 DF7284'FEET EAST OF WITNESS POST.
 DF7284
 DF7284                          STATION RECOVERY (2014)
 DF7284
 DF7284'RECOVERY NOTE BY MN DEPT OF TRANSP 2014 (KMS)
 DF7284'RECOVERED AS DESCRIBED.
 DF7284
 DF7284                          STATION RECOVERY (2017)
 DF7284
 DF7284'RECOVERY NOTE BY MN DEPT OF TRANSP 2017 (AMM)
 DF7284'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DF7285 ***********************************************************************
 DF7285  DESIGNATION -  1507 Q
 DF7285  PID         -  DF7285
 DF7285  STATE/COUNTY-  MN/CLEARWATER
 DF7285  COUNTRY     -  US
 DF7285  USGS QUAD   -  BAGLEY (2019)
 DF7285
 DF7285                         *CURRENT SURVEY CONTROL
 DF7285  ______________________________________________________________________
 DF7285* NAD 83(2011) POSITION- 47 32 50.90318(N) 095 24 56.71013(W)   ADJUSTED
 DF7285* NAD 83(2011) ELLIP HT-   434.041 (meters)        (06/27/12)   ADJUSTED
 DF7285* NAD 83(2011) EPOCH   -  2010.00
 DF7285* NAVD 88 ORTHO HEIGHT -   461.629 (meters)     1514.53  (feet) ADJUSTED
 DF7285  ______________________________________________________________________
 DF7285  GEOID HEIGHT    -        -27.593 (meters)                     GEOID18
 DF7285  NAD 83(2011) X  -   -407,095.027 (meters)                     COMP
 DF7285  NAD 83(2011) Y  - -4,294,014.280 (meters)                     COMP
 DF7285  NAD 83(2011) Z  -  4,683,382.224 (meters)                     COMP
 DF7285  LAPLACE CORR    -         -4.04  (seconds)                    DEFLEC18
 DF7285  DYNAMIC HEIGHT  -        461.678 (meters)     1514.69  (feet) COMP
 DF7285  MODELED GRAVITY -    980,703.9   (mgal)                       NAVD 88
 DF7285
 DF7285  VERT ORDER      -  SECOND    CLASS I
 DF7285
 DF7285  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DF7285  Standards:
 DF7285         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DF7285            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DF7285  -------------------------------------------------------------------
 DF7285  NETWORK    0.33   0.55           0.15   0.11   0.28      0.05289878
 DF7285  -------------------------------------------------------------------
 DF7285  Click here for local accuracies and other accuracy information.
 DF7285
 DF7285.The horizontal coordinates were established by GPS observations
 DF7285.and adjusted by the National Geodetic Survey in June 2012.
 DF7285
 DF7285.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DF7285.been affixed to the stable North American tectonic plate. See 
 DF7285.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DF7285
 DF7285.The horizontal coordinates are valid at the epoch date displayed above
 DF7285.which is a decimal equivalence of Year/Month/Day.
 DF7285
 DF7285.The orthometric height was determined by differential leveling and
 DF7285.adjusted by the NATIONAL GEODETIC SURVEY
 DF7285.in August 2019.
 DF7285
 DF7285.Significant digits in the geoid height do not necessarily reflect accuracy.
 DF7285.GEOID18 height accuracy estimate available here.
 DF7285
 DF7285.Click photographs - Photos may exist for this station.
 DF7285
 DF7285.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DF7285
 DF7285.The Laplace correction was computed from DEFLEC18 derived deflections.
 DF7285
 DF7285.The ellipsoidal height was determined by GPS observations
 DF7285.and is referenced to NAD 83.
 DF7285
 DF7285.The dynamic height is computed by dividing the NAVD 88
 DF7285.geopotential number by the normal gravity value computed on the
 DF7285.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DF7285.degrees latitude (g = 980.6199 gals.).
 DF7285
 DF7285.The modeled gravity was interpolated from observed gravity values.
 DF7285
 DF7285. The following values were computed from the NAD 83(2011) position.
 DF7285
 DF7285;                    North         East     Units Scale Factor Converg.
 DF7285;SPC MN N     -   219,061.554   625,721.086   MT  0.99991538   -1 42 59.3
 DF7285;SPC MN N     -   718,704.45  2,052,886.60   sFT  0.99991538   -1 42 59.3
 DF7285;UTM  15      - 5,268,833.902   318,230.163   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  =   0.99984736
 DF7285!UTM  15      -   0.99993197  x   1.00000604  =   0.99993801
 DF7285
 DF7285_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUN1823068833(NAD 83)
 DF7285
 DF7285                          SUPERSEDED SURVEY CONTROL
 DF7285
 DF7285  NAD 83(2007)-  47 32 50.90330(N)    095 24 56.71111(W) AD(2002.00) 0
 DF7285  ELLIP H (02/10/07)  434.066  (m)                       GP(2002.00)    
 DF7285  NAD 83(1996)-  47 32 50.90308(N)    095 24 56.71087(W) AD(       ) 1
 DF7285  ELLIP H (08/20/03)  434.085  (m)                       GP(       ) 3 2
 DF7285  NAVD 88 (08/20/03)  461.6    (m)  GEOID99  model used  GPS OBS        
 DF7285
 DF7285.Superseded values are not recommended for survey control.
 DF7285
 DF7285.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF7285.See file dsdata.pdf to determine how the superseded data were derived.
 DF7285
 DF7285_MARKER: DB = BENCH MARK DISK
 DF7285_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 DF7285_STAMPING: 1507 Q 1969
 DF7285_MARK LOGO: MNHD
 DF7285_PROJECTION: PROJECTING 3 CENTIMETERS
 DF7285_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DF7285_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DF7285_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF7285+SATELLITE: SATELLITE OBSERVATIONS - May 02, 2017
 DF7285
 DF7285  HISTORY     - Date     Condition        Report By
 DF7285  HISTORY     - 1969     MONUMENTED       MNHD
 DF7285  HISTORY     - 20020827 GOOD             MNDT
 DF7285  HISTORY     - 20140630 GOOD             MNDT
 DF7285  HISTORY     - 20170502 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.
 DF7285
 DF7285                          STATION RECOVERY (2014)
 DF7285
 DF7285'RECOVERY NOTE BY MN DEPT OF TRANSP 2014 (KMS)
 DF7285'RECOVERED AS DESCRIBED.
 DF7285
 DF7285                          STATION RECOVERY (2017)
 DF7285
 DF7285'RECOVERY NOTE BY MN DEPT OF TRANSP 2017 (ALS)
 DF7285'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DP9563 ***********************************************************************
 DP9563  DESIGNATION -  1507 R
 DP9563  PID         -  DP9563
 DP9563  STATE/COUNTY-  MN/CLEARWATER
 DP9563  COUNTRY     -  US
 DP9563  USGS QUAD   -  BAGLEY (2019)
 DP9563
 DP9563                         *CURRENT SURVEY CONTROL
 DP9563  ______________________________________________________________________
 DP9563* NAD 83(1986) POSITION- 47 32 11.22   (N) 095 24 06.91   (W)   HD_HELD1
 DP9563* NAVD 88 ORTHO HEIGHT -   453.147 (meters)     1486.70  (feet) ADJUSTED
 DP9563  ______________________________________________________________________
 DP9563  GEOID HEIGHT    -        -27.615 (meters)                     GEOID18
 DP9563  DYNAMIC HEIGHT  -        453.194 (meters)     1486.85  (feet) COMP
 DP9563  MODELED GRAVITY -    980,701.5   (mgal)                       NAVD 88
 DP9563
 DP9563  VERT ORDER      -  SECOND    CLASS I
 DP9563
 DP9563.The horizontal coordinates were determined by differentially corrected
 DP9563.hand held GPS observations or other comparable positioning techniques
 DP9563.and have an estimated accuracy of +/- 3 meters.
 DP9563
 DP9563.The orthometric height was determined by differential leveling and
 DP9563.adjusted by the NATIONAL GEODETIC SURVEY
 DP9563.in August 2019.
 DP9563
 DP9563.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP9563.GEOID18 height accuracy estimate available here.
 DP9563
 DP9563.Click photographs - Photos may exist for this station.
 DP9563
 DP9563.The dynamic height is computed by dividing the NAVD 88
 DP9563.geopotential number by the normal gravity value computed on the
 DP9563.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP9563.degrees latitude (g = 980.6199 gals.).
 DP9563
 DP9563.The modeled gravity was interpolated from observed gravity values.
 DP9563
 DP9563;                    North         East    Units  Estimated Accuracy
 DP9563;SPC MN N     -   217,805.5     626,725.4     MT  (+/- 3 meters HH1 GPS) 
 DP9563
 DP9563_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUN1923367576(NAD 83)
 DP9563
 DP9563                          SUPERSEDED SURVEY CONTROL
 DP9563
 DP9563.No superseded survey control is available for this station.
 DP9563
 DP9563_MARKER: DB = BENCH MARK DISK
 DP9563_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 DP9563_STAMPING: 1507 R 1969
 DP9563_MARK LOGO: MNHD
 DP9563_PROJECTION: FLUSH
 DP9563_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DP9563_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DP9563_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DP9563+SATELLITE: SATELLITE OBSERVATIONS - June 30, 2014
 DP9563
 DP9563  HISTORY     - Date     Condition        Report By
 DP9563  HISTORY     - 19690401 MONUMENTED       MNHD
 DP9563  HISTORY     - 20140630 GOOD             MNDT
 DP9563
 DP9563                          STATION DESCRIPTION
 DP9563
 DP9563'DESCRIBED BY MN DEPT OF TRANSP 2014 (KMS)
 DP9563'THE STATION IS LOCATED ABOUT 6.7 MI (10.8 KM) WEST OF SHEVLIN, 6.6 MI
 DP9563'(10.6 KM) EAST-NORTHEAST OF EBRO AND 1.0 MI (1.6 KM) NORTH OF BAGLEY.
 DP9563'
 DP9563'TO REACH THE MARK GO 1.0 MI (1.6 KM) NORTH ALONG TRUNK HIGHWAY 92
 DP9563'FROM THE JUNCTION OF TRUNK HIGHWAY 92 AND TRUNK HIGHWAY 2 IN BAGLEY,
 DP9563'AT TRUNK HIGHWAY 92 STATION 214+96, AT TRUNK HIGHWAY 92 MILE POINT
 DP9563'55.65.
 DP9563'
 DP9563'THE MARK IS LOCATED 94.0 FT (28.7 M) NORTHEAST OF TRUNK HIGHWAY 92,
 DP9563'50.5 FT (15.4 M) SOUTHEAST OF DRIVEWAY NUMBER 36450/36452 TO DNR
 DP9563'HEADQUARTERS, 1.0 FT (0.3 M) SOUTHWEST OF POWER POLE.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DP9538 ***********************************************************************
 DP9538  DESIGNATION -  1507 S
 DP9538  PID         -  DP9538
 DP9538  STATE/COUNTY-  MN/CLEARWATER
 DP9538  COUNTRY     -  US
 DP9538  USGS QUAD   -  GONVICK (2019)
 DP9538
 DP9538                         *CURRENT SURVEY CONTROL
 DP9538  ______________________________________________________________________
 DP9538* NAD 83(2011) POSITION- 47 44 49.49687(N) 095 32 32.76224(W)   ADJUSTED
 DP9538* NAD 83(2011) ELLIP HT-   364.137 (meters)        (12/12/18)   ADJUSTED
 DP9538* NAD 83(2011) EPOCH   -  2010.00
 DP9538* NAVD 88 ORTHO HEIGHT -   391.623 (meters)     1284.85  (feet) ADJUSTED
 DP9538  ______________________________________________________________________
 DP9538  GEOID HEIGHT    -        -27.486 (meters)                     GEOID18
 DP9538  NAD 83(2011) X  -   -414,999.392 (meters)                     COMP
 DP9538  NAD 83(2011) Y  - -4,276,731.411 (meters)                     COMP
 DP9538  NAD 83(2011) Z  -  4,698,282.932 (meters)                     COMP
 DP9538  LAPLACE CORR    -         -4.32  (seconds)                    DEFLEC18
 DP9538  DYNAMIC HEIGHT  -        391.683 (meters)     1285.05  (feet) COMP
 DP9538  MODELED GRAVITY -    980,751.5   (mgal)                       NAVD 88
 DP9538
 DP9538  VERT ORDER      -  SECOND    CLASS I
 DP9538
 DP9538  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DP9538  Standards:
 DP9538         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DP9538            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DP9538  -------------------------------------------------------------------
 DP9538  NETWORK    0.37   1.29           0.17   0.12   0.66      0.08488484
 DP9538  -------------------------------------------------------------------
 DP9538  Click here for local accuracies and other accuracy information.
 DP9538
 DP9538.The horizontal coordinates were established by GPS observations
 DP9538.and adjusted by the MN DEPT OF TRANSP in December 2018.
 DP9538
 DP9538.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DP9538.been affixed to the stable North American tectonic plate. See 
 DP9538.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DP9538
 DP9538.The horizontal coordinates are valid at the epoch date displayed above
 DP9538.which is a decimal equivalence of Year/Month/Day.
 DP9538
 DP9538.The orthometric height was determined by differential leveling and
 DP9538.adjusted by the NATIONAL GEODETIC SURVEY
 DP9538.in August 2019.
 DP9538
 DP9538.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP9538.GEOID18 height accuracy estimate available here.
 DP9538
 DP9538.Click photographs - Photos may exist for this station.
 DP9538
 DP9538.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DP9538
 DP9538.The Laplace correction was computed from DEFLEC18 derived deflections.
 DP9538
 DP9538.The ellipsoidal height was determined by GPS observations
 DP9538.and is referenced to NAD 83.
 DP9538
 DP9538.The dynamic height is computed by dividing the NAVD 88
 DP9538.geopotential number by the normal gravity value computed on the
 DP9538.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP9538.degrees latitude (g = 980.6199 gals.).
 DP9538
 DP9538.The modeled gravity was interpolated from observed gravity values.
 DP9538
 DP9538. The following values were computed from the NAD 83(2011) position.
 DP9538
 DP9538;                    North         East     Units Scale Factor Converg.
 DP9538;SPC MN N     -   241,535.135   616,891.470   MT  0.99990400   -1 48 37.4
 DP9538;SPC MN N     -   792,436.52  2,023,918.10   sFT  0.99990400   -1 48 37.4
 DP9538;UTM  15      - 5,291,320.768   309,426.661   MT  1.00004631   -1 52 56.8
 DP9538
 DP9538!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DP9538!SPC MN N     -   0.99994293  x   0.99990400  =   0.99984694
 DP9538!UTM  15      -   0.99994293  x   1.00004631  =   0.99998924
 DP9538
 DP9538_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUN0942691320(NAD 83)
 DP9538
 DP9538                          SUPERSEDED SURVEY CONTROL
 DP9538
 DP9538.No superseded survey control is available for this station.
 DP9538
 DP9538_MARKER: I = METAL ROD
 DP9538_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DP9538_STAMPING: 1507 S 2014
 DP9538_MARK LOGO: MNDT
 DP9538_PROJECTION: RECESSED 3 CENTIMETERS
 DP9538_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DP9538_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DP9538_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP9538+SATELLITE: SATELLITE OBSERVATIONS - May 03, 2017
 DP9538_ROD/PIPE-DEPTH: 8.8 meters
 DP9538
 DP9538  HISTORY     - Date     Condition        Report By
 DP9538  HISTORY     - 20140820 MONUMENTED       MNDT
 DP9538  HISTORY     - 20170503 GOOD             MNDT
 DP9538
 DP9538                          STATION DESCRIPTION
 DP9538
 DP9538'DESCRIBED BY MN DEPT OF TRANSP 2014
 DP9538'THE STATION IS LOCATED ABOUT 5.1 MI (8.2 KM) SOUTHWEST OF BERNER, 4.0
 DP9538'MI (6.4 KM) EAST-SOUTHEAST OF GULLY AND 1.5 MI (2.4 KM) WEST-NORTHWEST
 DP9538'OF GONVICK.
 DP9538'
 DP9538'TO REACH THE MARK GO 1.4 MI (2.3 KM) NORTHWEST ALONG TRUNK HIGHWAY 92
 DP9538'FROM THE JUNCTION OF TRUNK HIGHWAY 92 AND COUNTY ROAD 7 IN GONVICK, AT
 DP9538'TRUNK HIGHWAY 92 MILE POINT 37.9.
 DP9538'
 DP9538'THE MARK IS LOCATED 69.6 FT (21.2 M) SOUTHWEST OF TRUNK HIGHWAY 92,
 DP9538'1.5 FT (0.5 M) NORTHEAST OF A WITNESS POST.
 DP9538'
 DP9538'NOTE - THE STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM
 DP9538'ROD DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION REMOVABLE
 DP9538'DISK SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH
 DP9538'PVC PIPE BACK FILLED WITH WASHED SAND.
 DP9538
 DP9538                          STATION RECOVERY (2017)
 DP9538
 DP9538'RECOVERY NOTE BY MN DEPT OF TRANSP 2017 (ALS)
 DP9538'1.6 MILES NORTHWEST OF GONVICK, 1.4 MILES NORTHWEST ALONG TRUNK
 DP9538'HIGHWAY 92 FROM THE JUNCTION OF TRUNK HIGHWAY 92 AND COUNTY ROAD 7 IN
 DP9538'GONVICK, AT TRUNK HIGHWAY 92 MILEPOINT 37.9, 69.6 FEET SOUTHWEST OF
 DP9538'TRUNK HIGHWAY 92, 1.5 FEET NORTHEAST OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DP9542 ***********************************************************************
 DP9542  DESIGNATION -  1507 T
 DP9542  PID         -  DP9542
 DP9542  STATE/COUNTY-  MN/CLEARWATER
 DP9542  COUNTRY     -  US
 DP9542  USGS QUAD   -  CLEARBROOK (2019)
 DP9542
 DP9542                         *CURRENT SURVEY CONTROL
 DP9542  ______________________________________________________________________
 DP9542* NAD 83(2011) POSITION- 47 43 17.84926(N) 095 28 41.33786(W)   ADJUSTED
 DP9542* NAD 83(2011) ELLIP HT-   364.459 (meters)        (12/12/18)   ADJUSTED
 DP9542* NAD 83(2011) EPOCH   -  2010.00
 DP9542* NAVD 88 ORTHO HEIGHT -   392.004 (meters)     1286.10  (feet) ADJUSTED
 DP9542  ______________________________________________________________________
 DP9542  GEOID HEIGHT    -        -27.548 (meters)                     GEOID18
 DP9542  NAD 83(2011) X  -   -410,400.740 (meters)                     COMP
 DP9542  NAD 83(2011) Y  - -4,279,279.786 (meters)                     COMP
 DP9542  NAD 83(2011) Z  -  4,696,379.345 (meters)                     COMP
 DP9542  LAPLACE CORR    -         -3.50  (seconds)                    DEFLEC18
 DP9542  DYNAMIC HEIGHT  -        392.061 (meters)     1286.29  (feet) COMP
 DP9542  MODELED GRAVITY -    980,745.4   (mgal)                       NAVD 88
 DP9542
 DP9542  VERT ORDER      -  SECOND    CLASS I
 DP9542
 DP9542  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DP9542  Standards:
 DP9542         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DP9542            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DP9542  -------------------------------------------------------------------
 DP9542  NETWORK    0.38   1.35           0.18   0.12   0.69      0.02182819
 DP9542  -------------------------------------------------------------------
 DP9542  Click here for local accuracies and other accuracy information.
 DP9542
 DP9542.The horizontal coordinates were established by GPS observations
 DP9542.and adjusted by the MN DEPT OF TRANSP in December 2018.
 DP9542
 DP9542.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DP9542.been affixed to the stable North American tectonic plate. See 
 DP9542.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DP9542
 DP9542.The horizontal coordinates are valid at the epoch date displayed above
 DP9542.which is a decimal equivalence of Year/Month/Day.
 DP9542
 DP9542.The orthometric height was determined by differential leveling and
 DP9542.adjusted by the NATIONAL GEODETIC SURVEY
 DP9542.in August 2019.
 DP9542
 DP9542.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP9542.GEOID18 height accuracy estimate available here.
 DP9542
 DP9542.Click photographs - Photos may exist for this station.
 DP9542
 DP9542.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DP9542
 DP9542.The Laplace correction was computed from DEFLEC18 derived deflections.
 DP9542
 DP9542.The ellipsoidal height was determined by GPS observations
 DP9542.and is referenced to NAD 83.
 DP9542
 DP9542.The dynamic height is computed by dividing the NAVD 88
 DP9542.geopotential number by the normal gravity value computed on the
 DP9542.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP9542.degrees latitude (g = 980.6199 gals.).
 DP9542
 DP9542.The modeled gravity was interpolated from observed gravity values.
 DP9542
 DP9542. The following values were computed from the NAD 83(2011) position.
 DP9542
 DP9542;                    North         East     Units Scale Factor Converg.
 DP9542;SPC MN N     -   238,555.954   621,622.262   MT  0.99990478   -1 45 45.8
 DP9542;SPC MN N     -   782,662.33  2,039,439.04   sFT  0.99990478   -1 45 45.8
 DP9542;UTM  15      - 5,288,335.280   314,154.341   MT  1.00002444   -1 50 02.6
 DP9542
 DP9542!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DP9542!SPC MN N     -   0.99994288  x   0.99990478  =   0.99984766
 DP9542!UTM  15      -   0.99994288  x   1.00002444  =   0.99996732
 DP9542
 DP9542_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUN1415488335(NAD 83)
 DP9542
 DP9542                          SUPERSEDED SURVEY CONTROL
 DP9542
 DP9542.No superseded survey control is available for this station.
 DP9542
 DP9542_MARKER: I = METAL ROD
 DP9542_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DP9542_STAMPING: 1507 T 2014
 DP9542_MARK LOGO: MNDT
 DP9542_PROJECTION: RECESSED 5 CENTIMETERS
 DP9542_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DP9542_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DP9542_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP9542+SATELLITE: SATELLITE OBSERVATIONS - May 03, 2017
 DP9542_ROD/PIPE-DEPTH: 7.3 meters
 DP9542
 DP9542  HISTORY     - Date     Condition        Report By
 DP9542  HISTORY     - 20140819 MONUMENTED       MNDT
 DP9542  HISTORY     - 20170503 GOOD             MNDT
 DP9542
 DP9542                          STATION DESCRIPTION
 DP9542
 DP9542'DESCRIBED BY MN DEPT OF TRANSP 2014
 DP9542'THE STATION IS LOCATED ABOUT 5.7 MI (9.2 KM) SOUTH OF BERNER, 3.0 MI
 DP9542'(4.8 KM) NORTHWEST OF CLEAR BROOK AND 2.0 MI (3.2 KM) SOUTHEAST OF
 DP9542'GONVICK.
 DP9542'
 DP9542'TO REACH THE MARK GO 2.1 MI (3.4 KM) SOUTHEAST ALONG TRUNK HIGHWAY 92
 DP9542'FROM THE JUNCTION OF TRUNK HIGHWAY 92 AND COUNTY ROAD 7 IN GONVICK, AT
 DP9542'TRUNK HIGHWAY 92 MILE POINT 41.45.
 DP9542'
 DP9542'THE MARK IS LOCATED 93.0 FT (28.3 M) SOUTHWEST OF TRUNK HIGHWAY 92,
 DP9542'30.2 FT (9.2 M) SOUTHEAST OF ENTRANCE, 6.0 FT (1.8 M) NORTH OF
 DP9542'RIGHT-OF-WAY POST, 1.5 FT (0.5 M) SOUTHEAST OF A WITNESS POST.
 DP9542'
 DP9542'NOTE - THE STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM
 DP9542'ROD DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION REMOVABLE
 DP9542'DISK SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH
 DP9542'PVC PIPE BACK FILLED WITH WASHED SAND.
 DP9542
 DP9542                          STATION RECOVERY (2017)
 DP9542
 DP9542'RECOVERY NOTE BY MN DEPT OF TRANSP 2017 (JLM)
 DP9542'2.0 MILES SOUTHEAST OF GONVICK, 2.1 MILES SOUTHEAST ALONG TRUNK
 DP9542'HIGHWAY 92 FROM THE JUNCTION OF TRUNK HIGHWAY 92 AND COUNTY ROAD 7 IN
 DP9542'GONVICK, AT TRUNK HIGHWAY 92 MILEPOINT 41.45, 93.0 FEET SOUTHWEST OF
 DP9542'TRUNK HIGHWAY 92, 30.2 FEET SOUTHEAST OF AN ENTRANCE, 6.0 FEET
 DP9542'SOUTHEAST OF A RIGHT-OF-WAY POST, 1.5 FEET SOUTHEAST OF A WITNESS
 DP9542'POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DP9543 ***********************************************************************
 DP9543  DESIGNATION -  1507 U
 DP9543  PID         -  DP9543
 DP9543  STATE/COUNTY-  MN/CLEARWATER
 DP9543  COUNTRY     -  US
 DP9543  USGS QUAD   -  CLEARBROOK (2019)
 DP9543
 DP9543                         *CURRENT SURVEY CONTROL
 DP9543  ______________________________________________________________________
 DP9543* NAD 83(2011) POSITION- 47 42 43.27643(N) 095 27 40.88518(W)   ADJUSTED
 DP9543* NAD 83(2011) ELLIP HT-   371.177 (meters)        (12/12/18)   ADJUSTED
 DP9543* NAD 83(2011) EPOCH   -  2010.00
 DP9543* NAVD 88 ORTHO HEIGHT -   398.726 (meters)     1308.15  (feet) ADJUSTED
 DP9543  ______________________________________________________________________
 DP9543  GEOID HEIGHT    -        -27.560 (meters)                     GEOID18
 DP9543  NAD 83(2011) X  -   -409,222.158 (meters)                     COMP
 DP9543  NAD 83(2011) Y  - -4,280,190.809 (meters)                     COMP
 DP9543  NAD 83(2011) Z  -  4,695,665.883 (meters)                     COMP
 DP9543  LAPLACE CORR    -         -3.16  (seconds)                    DEFLEC18
 DP9543  DYNAMIC HEIGHT  -        398.783 (meters)     1308.34  (feet) COMP
 DP9543  MODELED GRAVITY -    980,743.0   (mgal)                       NAVD 88
 DP9543
 DP9543  VERT ORDER      -  SECOND    CLASS I
 DP9543
 DP9543  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DP9543  Standards:
 DP9543         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DP9543            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DP9543  -------------------------------------------------------------------
 DP9543  NETWORK    0.37   1.31           0.17   0.12   0.67      0.03300589
 DP9543  -------------------------------------------------------------------
 DP9543  Click here for local accuracies and other accuracy information.
 DP9543
 DP9543.The horizontal coordinates were established by GPS observations
 DP9543.and adjusted by the MN DEPT OF TRANSP in December 2018.
 DP9543
 DP9543.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DP9543.been affixed to the stable North American tectonic plate. See 
 DP9543.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DP9543
 DP9543.The horizontal coordinates are valid at the epoch date displayed above
 DP9543.which is a decimal equivalence of Year/Month/Day.
 DP9543
 DP9543.The orthometric height was determined by differential leveling and
 DP9543.adjusted by the NATIONAL GEODETIC SURVEY
 DP9543.in August 2019.
 DP9543
 DP9543.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP9543.GEOID18 height accuracy estimate available here.
 DP9543
 DP9543.Click photographs - Photos may exist for this station.
 DP9543
 DP9543.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DP9543
 DP9543.The Laplace correction was computed from DEFLEC18 derived deflections.
 DP9543
 DP9543.The ellipsoidal height was determined by GPS observations
 DP9543.and is referenced to NAD 83.
 DP9543
 DP9543.The dynamic height is computed by dividing the NAVD 88
 DP9543.geopotential number by the normal gravity value computed on the
 DP9543.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP9543.degrees latitude (g = 980.6199 gals.).
 DP9543
 DP9543.The modeled gravity was interpolated from observed gravity values.
 DP9543
 DP9543. The following values were computed from the NAD 83(2011) position.
 DP9543
 DP9543;                    North         East     Units Scale Factor Converg.
 DP9543;SPC MN N     -   237,450.170   622,848.806   MT  0.99990513   -1 45 01.0
 DP9543;SPC MN N     -   779,034.43  2,043,463.12   sFT  0.99990513   -1 45 01.0
 DP9543;UTM  15      - 5,287,227.842   315,379.653   MT  1.00001886   -1 49 16.9
 DP9543
 DP9543!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DP9543!SPC MN N     -   0.99994183  x   0.99990513  =   0.99984696
 DP9543!UTM  15      -   0.99994183  x   1.00001886  =   0.99996069
 DP9543
 DP9543_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUN1537987227(NAD 83)
 DP9543
 DP9543                          SUPERSEDED SURVEY CONTROL
 DP9543
 DP9543.No superseded survey control is available for this station.
 DP9543
 DP9543_MARKER: I = METAL ROD
 DP9543_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DP9543_STAMPING: 1507 U 2014
 DP9543_MARK LOGO: MNDT
 DP9543_PROJECTION: RECESSED 8 CENTIMETERS
 DP9543_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DP9543_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DP9543_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP9543+SATELLITE: SATELLITE OBSERVATIONS - May 03, 2017
 DP9543_ROD/PIPE-DEPTH: 8.8 meters
 DP9543
 DP9543  HISTORY     - Date     Condition        Report By
 DP9543  HISTORY     - 20140821 MONUMENTED       MNDT
 DP9543  HISTORY     - 20170503 GOOD             MNDT
 DP9543
 DP9543                          STATION DESCRIPTION
 DP9543
 DP9543'DESCRIBED BY MN DEPT OF TRANSP 2014
 DP9543'THE STATION IS LOCATED ABOUT 6.4 MI (10.3 KM) SOUTH OF BERNER, 3.0 MI
 DP9543'(4.8 KM) SOUTHEAST OF GONVICK AND 2.0 MI (3.2 KM) NORTHWEST OF CLEAR
 DP9543'BROOK.
 DP9543'
 DP9543'TO REACH THE MARK GO 1.9 MI (3.1 KM) NORTHWEST ALONG TRUNK HIGHWAY 92
 DP9543'FROM THE JUNCTION OF TRUNK HIGHWAY 92 AND COUNTY ROAD 5 IN CLEAR
 DP9543'BROOK, AT TRUNK HIGHWAY 92 MILE POINT 42.5.
 DP9543'
 DP9543'THE MARK IS LOCATED 39.9 FT (12.2 M) SOUTHWEST OF TRUNK HIGHWAY 92,
 DP9543'98.8 FT (30.1 M) SOUTHEAST OF DRIVEWAY NUMBER 48657, 1.5 FT (0.5 M)
 DP9543'NORTHEAST OF A WITNESS POST.
 DP9543'
 DP9543'NOTE - THE STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM
 DP9543'ROD DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION REMOVABLE
 DP9543'DISK SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH
 DP9543'PVC PIPE BACK FILLED WITH WASHED SAND.
 DP9543
 DP9543                          STATION RECOVERY (2017)
 DP9543
 DP9543'RECOVERY NOTE BY MN DEPT OF TRANSP 2017 (JLM)
 DP9543'2.0 MILES NORTHWEST OF CLEARBROOK, 1.9 MILES NORTHWEST ALONG TRUNK
 DP9543'HIGHWAY 92 FROM THE JUNCTION OF TRUNK HIGHWAY 92 AND COUNTY ROAD 5 IN
 DP9543'CLEARBROOK, AT TRUNK HIGHWAY 92 MILEPOINT 42.5, 39.9 FEET SOUTHWEST OF
 DP9543'TRUNK HIGHWAY 92, 98.8 FEET SOUTHEAST OF DRIVEWAY NUMBER 48657, 1.5
 DP9543'FEET NORTHEAST OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DP9544 ***********************************************************************
 DP9544  DESIGNATION -  1507 V
 DP9544  PID         -  DP9544
 DP9544  STATE/COUNTY-  MN/CLEARWATER
 DP9544  COUNTRY     -  US
 DP9544  USGS QUAD   -  CLEARBROOK (2019)
 DP9544
 DP9544                         *CURRENT SURVEY CONTROL
 DP9544  ______________________________________________________________________
 DP9544* NAD 83(2011) POSITION- 47 42 09.13384(N) 095 26 40.59055(W)   ADJUSTED
 DP9544* NAD 83(2011) ELLIP HT-   377.798 (meters)        (12/12/18)   ADJUSTED
 DP9544* NAD 83(2011) EPOCH   -  2010.00
 DP9544* NAVD 88 ORTHO HEIGHT -   405.366 (meters)     1329.94  (feet) ADJUSTED
 DP9544  ______________________________________________________________________
 DP9544  GEOID HEIGHT    -        -27.571 (meters)                     GEOID18
 DP9544  NAD 83(2011) X  -   -408,045.408 (meters)                     COMP
 DP9544  NAD 83(2011) Y  - -4,281,091.228 (meters)                     COMP
 DP9544  NAD 83(2011) Z  -  4,694,961.159 (meters)                     COMP
 DP9544  LAPLACE CORR    -         -2.95  (seconds)                    DEFLEC18
 DP9544  DYNAMIC HEIGHT  -        405.423 (meters)     1330.13  (feet) COMP
 DP9544  MODELED GRAVITY -    980,740.5   (mgal)                       NAVD 88
 DP9544
 DP9544  VERT ORDER      -  SECOND    CLASS I
 DP9544
 DP9544  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DP9544  Standards:
 DP9544         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DP9544            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DP9544  -------------------------------------------------------------------
 DP9544  NETWORK    0.37   1.37           0.17   0.12   0.70      0.01902762
 DP9544  -------------------------------------------------------------------
 DP9544  Click here for local accuracies and other accuracy information.
 DP9544
 DP9544.The horizontal coordinates were established by GPS observations
 DP9544.and adjusted by the MN DEPT OF TRANSP in December 2018.
 DP9544
 DP9544.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DP9544.been affixed to the stable North American tectonic plate. See 
 DP9544.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DP9544
 DP9544.The horizontal coordinates are valid at the epoch date displayed above
 DP9544.which is a decimal equivalence of Year/Month/Day.
 DP9544
 DP9544.The orthometric height was determined by differential leveling and
 DP9544.adjusted by the NATIONAL GEODETIC SURVEY
 DP9544.in August 2019.
 DP9544
 DP9544.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP9544.GEOID18 height accuracy estimate available here.
 DP9544
 DP9544.Click photographs - Photos may exist for this station.
 DP9544
 DP9544.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DP9544
 DP9544.The Laplace correction was computed from DEFLEC18 derived deflections.
 DP9544
 DP9544.The ellipsoidal height was determined by GPS observations
 DP9544.and is referenced to NAD 83.
 DP9544
 DP9544.The dynamic height is computed by dividing the NAVD 88
 DP9544.geopotential number by the normal gravity value computed on the
 DP9544.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP9544.degrees latitude (g = 980.6199 gals.).
 DP9544
 DP9544.The modeled gravity was interpolated from observed gravity values.
 DP9544
 DP9544. The following values were computed from the NAD 83(2011) position.
 DP9544
 DP9544;                    North         East     Units Scale Factor Converg.
 DP9544;SPC MN N     -   236,358.026   624,072.932   MT  0.99990550   -1 44 16.3
 DP9544;SPC MN N     -   775,451.29  2,047,479.28   sFT  0.99990550   -1 44 16.3
 DP9544;UTM  15      - 5,286,134.063   316,602.561   MT  1.00001333   -1 48 31.3
 DP9544
 DP9544!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DP9544!SPC MN N     -   0.99994079  x   0.99990550  =   0.99984629
 DP9544!UTM  15      -   0.99994079  x   1.00001333  =   0.99995412
 DP9544
 DP9544_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUN1660286134(NAD 83)
 DP9544
 DP9544                          SUPERSEDED SURVEY CONTROL
 DP9544
 DP9544.No superseded survey control is available for this station.
 DP9544
 DP9544_MARKER: I = METAL ROD
 DP9544_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DP9544_STAMPING: 1507 V 2014
 DP9544_MARK LOGO: MNDT
 DP9544_PROJECTION: RECESSED 5 CENTIMETERS
 DP9544_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DP9544_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DP9544_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP9544+SATELLITE: SATELLITE OBSERVATIONS - May 03, 2017
 DP9544_ROD/PIPE-DEPTH: 6.7 meters
 DP9544
 DP9544  HISTORY     - Date     Condition        Report By
 DP9544  HISTORY     - 20140819 MONUMENTED       MNDT
 DP9544  HISTORY     - 20170503 GOOD             MNDT
 DP9544
 DP9544                          STATION DESCRIPTION
 DP9544
 DP9544'DESCRIBED BY MN DEPT OF TRANSP 2014
 DP9544'THE STATION IS LOCATED ABOUT 7.2 MI (11.6 KM) SOUTH OF BERNER, 4.0 MI
 DP9544'(6.4 KM) SOUTHEAST OF GONVICK AND 1.0 MI (1.6 KM) NORTHWEST OF CLEAR
 DP9544'BROOK.
 DP9544'
 DP9544'TO REACH THE MARK GO 0.9 MI (1.4 KM) NORTHWEST ALONG TRUNK HIGHWAY 92
 DP9544'FROM THE JUNCTION OF TRUNK HIGHWAY 92 AND COUNTY ROAD 5 IN CLEAR
 DP9544'BROOK, AT TRUNK HIGHWAY 92 MILE POINT 43.5.
 DP9544'
 DP9544'THE MARK IS LOCATED 92.3 FT (28.1 M) NORTHEAST OF TRUNK HIGHWAY 92,
 DP9544'74.3 FT (22.6 M) SOUTH OF DRIVEWAY NUMBER 47994/47998, 9.6 FT (2.9 M)
 DP9544'SOUTHWEST OF TRAIL, 5.0 FT (1.5 M) NORTHEAST OF A WITNESS POST.
 DP9544'
 DP9544'NOTE - THE STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM
 DP9544'ROD DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION REMOVABLE
 DP9544'DISK SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH
 DP9544'PVC PIPE BACK FILLED WITH WASHED SAND.
 DP9544
 DP9544                          STATION RECOVERY (2017)
 DP9544
 DP9544'RECOVERY NOTE BY MN DEPT OF TRANSP 2017 (JLM)
 DP9544'0.7 MILE NORTHWEST OF CLEARBROOK, 0.9 MILE NORTHWEST ALONG TRUNK
 DP9544'HIGHWAY 92 FROM THE JUNCTION OF TRUNK HIGHWAY 92 AND COUNTY ROAD 5 IN
 DP9544'CLEARBROOK, AT TRUNK HIGHWAY 92 MILEPOINT 43.5, 92.3 FEET NORTHEAST OF
 DP9544'TRUNK HIGHWAY 92, 74.3 FEET SOUTH OF DRIVEWAY NUMBER 47994/47998, 9.6
 DP9544'FEET SOUTHWEST OF A TRAIL, 5.0 FEET NORTHEAST OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DP9546 ***********************************************************************
 DP9546  DESIGNATION -  1507 W
 DP9546  PID         -  DP9546
 DP9546  STATE/COUNTY-  MN/CLEARWATER
 DP9546  COUNTRY     -  US
 DP9546  USGS QUAD   -  CLEARBROOK (2019)
 DP9546
 DP9546                         *CURRENT SURVEY CONTROL
 DP9546  ______________________________________________________________________
 DP9546* NAD 83(2011) POSITION- 47 41 46.48710(N) 095 25 58.81090(W)   ADJUSTED
 DP9546* NAD 83(2011) ELLIP HT-   377.022 (meters)        (12/12/18)   ADJUSTED
 DP9546* NAD 83(2011) EPOCH   -  2010.00
 DP9546* NAVD 88 ORTHO HEIGHT -   404.594 (meters)     1327.41  (feet) ADJUSTED
 DP9546  ______________________________________________________________________
 DP9546  GEOID HEIGHT    -        -27.579 (meters)                     GEOID18
 DP9546  NAD 83(2011) X  -   -407,227.184 (meters)                     COMP
 DP9546  NAD 83(2011) Y  - -4,281,688.296 (meters)                     COMP
 DP9546  NAD 83(2011) Z  -  4,694,489.823 (meters)                     COMP
 DP9546  LAPLACE CORR    -         -2.94  (seconds)                    DEFLEC18
 DP9546  DYNAMIC HEIGHT  -        404.650 (meters)     1327.59  (feet) COMP
 DP9546  MODELED GRAVITY -    980,738.8   (mgal)                       NAVD 88
 DP9546
 DP9546  VERT ORDER      -  SECOND    CLASS I
 DP9546
 DP9546  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DP9546  Standards:
 DP9546         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DP9546            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DP9546  -------------------------------------------------------------------
 DP9546  NETWORK    0.37   1.31           0.17   0.12   0.67      0.06392462
 DP9546  -------------------------------------------------------------------
 DP9546  Click here for local accuracies and other accuracy information.
 DP9546
 DP9546.The horizontal coordinates were established by GPS observations
 DP9546.and adjusted by the MN DEPT OF TRANSP in December 2018.
 DP9546
 DP9546.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DP9546.been affixed to the stable North American tectonic plate. See 
 DP9546.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DP9546
 DP9546.The horizontal coordinates are valid at the epoch date displayed above
 DP9546.which is a decimal equivalence of Year/Month/Day.
 DP9546
 DP9546.The orthometric height was determined by differential leveling and
 DP9546.adjusted by the NATIONAL GEODETIC SURVEY
 DP9546.in August 2019.
 DP9546
 DP9546.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP9546.GEOID18 height accuracy estimate available here.
 DP9546
 DP9546.Click photographs - Photos may exist for this station.
 DP9546
 DP9546.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DP9546
 DP9546.The Laplace correction was computed from DEFLEC18 derived deflections.
 DP9546
 DP9546.The ellipsoidal height was determined by GPS observations
 DP9546.and is referenced to NAD 83.
 DP9546
 DP9546.The dynamic height is computed by dividing the NAVD 88
 DP9546.geopotential number by the normal gravity value computed on the
 DP9546.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP9546.degrees latitude (g = 980.6199 gals.).
 DP9546
 DP9546.The modeled gravity was interpolated from observed gravity values.
 DP9546
 DP9546. The following values were computed from the NAD 83(2011) position.
 DP9546
 DP9546;                    North         East     Units Scale Factor Converg.
 DP9546;SPC MN N     -   235,632.628   624,922.374   MT  0.99990575   -1 43 45.4
 DP9546;SPC MN N     -   773,071.38  2,050,266.16   sFT  0.99990575   -1 43 45.4
 DP9546;UTM  15      - 5,285,407.540   317,451.197   MT  1.00000952   -1 47 59.7
 DP9546
 DP9546!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DP9546!SPC MN N     -   0.99994091  x   0.99990575  =   0.99984667
 DP9546!UTM  15      -   0.99994091  x   1.00000952  =   0.99995043
 DP9546
 DP9546_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUN1745185407(NAD 83)
 DP9546
 DP9546                          SUPERSEDED SURVEY CONTROL
 DP9546
 DP9546.No superseded survey control is available for this station.
 DP9546
 DP9546_MARKER: I = METAL ROD
 DP9546_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DP9546_STAMPING: 1507 W 2014
 DP9546_MARK LOGO: MNDT
 DP9546_PROJECTION: RECESSED 5 CENTIMETERS
 DP9546_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DP9546_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DP9546_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP9546+SATELLITE: SATELLITE OBSERVATIONS - May 03, 2017
 DP9546_ROD/PIPE-DEPTH: 11.9 meters
 DP9546
 DP9546  HISTORY     - Date     Condition        Report By
 DP9546  HISTORY     - 20140819 MONUMENTED       MNDT
 DP9546  HISTORY     - 20170503 GOOD             MNDT
 DP9546
 DP9546                          STATION DESCRIPTION
 DP9546
 DP9546'DESCRIBED BY MN DEPT OF TRANSP 2014
 DP9546'THE STATION IS LOCATED ABOUT 7.7 MI (12.4 KM) SOUTH-SOUTHEAST OF
 DP9546'BERNER, 4.7 MI (7.6 KM) SOUTHEAST OF GONVICK AND IN THE TOWN OF CLEAR
 DP9546'BROOK, MN.
 DP9546'
 DP9546'TO REACH THE MARK GO 0.15 MI (0.2 KM) NORTHWEST ALONG TRUNK HIGHWAY 92
 DP9546'AND COUNTY ROAD 5 IN CLEAR BROOK, AT TRUNK HIGHWAY 92 MILE POINT 44.2.
 DP9546'THE MARK IS LOCATED 62.9 FT (19.2 M) SOUTHWEST OF TRUNK HIGHWAY 92,
 DP9546'29.7 FT (9.1 M) NORTHWEST OF ENTRANCE, 1.5 FT (0.5 M) SOUTHEAST OF A
 DP9546'WITNESS POST.
 DP9546'
 DP9546'NOTE - THE STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM
 DP9546'ROD DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION REMOVABLE
 DP9546'DISK SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH
 DP9546'PVC PIPE BACK FILLED WITH WASHED SAND.
 DP9546
 DP9546                          STATION RECOVERY (2017)
 DP9546
 DP9546'RECOVERY NOTE BY MN DEPT OF TRANSP 2017 (AMM)
 DP9546'IN CLEARBROOK, 0.15 MILE NORTHWEST ALONG TRUNK HIGHWAY 92 AND COUNTY
 DP9546'ROAD 5 IN CLEARBROOK, AT TRUNK HIGHWAY 92 MILEPOINT 44.2, 62.9 FEET
 DP9546'SOUTHWEST OF TRUNK HIGHWAY 92, 29.7 FEET NORTHWEST OF AN ENTRANCE, 1.5
 DP9546'FEET SOUTHEAST OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DP9557 ***********************************************************************
 DP9557  DESIGNATION -  1507 X
 DP9557  PID         -  DP9557
 DP9557  STATE/COUNTY-  MN/CLEARWATER
 DP9557  COUNTRY     -  US
 DP9557  USGS QUAD   -  CLEARBROOK (2019)
 DP9557
 DP9557                         *CURRENT SURVEY CONTROL
 DP9557  ______________________________________________________________________
 DP9557* NAD 83(2011) POSITION- 47 37 50.94441(N) 095 25 36.70892(W)   ADJUSTED
 DP9557* NAD 83(2011) ELLIP HT-   419.481 (meters)        (12/12/18)   ADJUSTED
 DP9557* NAD 83(2011) EPOCH   -  2010.00
 DP9557* NAVD 88 ORTHO HEIGHT -   447.028 (meters)     1466.62  (feet) ADJUSTED
 DP9557  ______________________________________________________________________
 DP9557  GEOID HEIGHT    -        -27.559 (meters)                     GEOID18
 DP9557  NAD 83(2011) X  -   -407,279.687 (meters)                     COMP
 DP9557  NAD 83(2011) Y  - -4,287,114.002 (meters)                     COMP
 DP9557  NAD 83(2011) Z  -  4,689,621.589 (meters)                     COMP
 DP9557  LAPLACE CORR    -         -3.21  (seconds)                    DEFLEC18
 DP9557  DYNAMIC HEIGHT  -        447.083 (meters)     1466.80  (feet) COMP
 DP9557  MODELED GRAVITY -    980,721.5   (mgal)                       NAVD 88
 DP9557
 DP9557  VERT ORDER      -  SECOND    CLASS I
 DP9557
 DP9557  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DP9557  Standards:
 DP9557         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DP9557            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DP9557  -------------------------------------------------------------------
 DP9557  NETWORK    0.51   1.92           0.23   0.18   0.98      0.02358686
 DP9557  -------------------------------------------------------------------
 DP9557  Click here for local accuracies and other accuracy information.
 DP9557
 DP9557.The horizontal coordinates were established by GPS observations
 DP9557.and adjusted by the MN DEPT OF TRANSP in December 2018.
 DP9557
 DP9557.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DP9557.been affixed to the stable North American tectonic plate. See 
 DP9557.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DP9557
 DP9557.The horizontal coordinates are valid at the epoch date displayed above
 DP9557.which is a decimal equivalence of Year/Month/Day.
 DP9557
 DP9557.The orthometric height was determined by differential leveling and
 DP9557.adjusted by the NATIONAL GEODETIC SURVEY
 DP9557.in August 2019.
 DP9557
 DP9557.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP9557.GEOID18 height accuracy estimate available here.
 DP9557
 DP9557.Click photographs - Photos may exist for this station.
 DP9557
 DP9557.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DP9557
 DP9557.The Laplace correction was computed from DEFLEC18 derived deflections.
 DP9557
 DP9557.The ellipsoidal height was determined by GPS observations
 DP9557.and is referenced to NAD 83.
 DP9557
 DP9557.The dynamic height is computed by dividing the NAVD 88
 DP9557.geopotential number by the normal gravity value computed on the
 DP9557.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP9557.degrees latitude (g = 980.6199 gals.).
 DP9557
 DP9557.The modeled gravity was interpolated from observed gravity values.
 DP9557
 DP9557. The following values were computed from the NAD 83(2011) position.
 DP9557
 DP9557;                    North         East     Units Scale Factor Converg.
 DP9557;SPC MN N     -   228,348.120   625,164.036   MT  0.99990916   -1 43 29.0
 DP9557;SPC MN N     -   749,172.12  2,051,059.01   sFT  0.99990916   -1 43 29.0
 DP9557;UTM  15      - 5,278,122.002   317,684.019   MT  1.00000848   -1 47 36.6
 DP9557
 DP9557!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DP9557!SPC MN N     -   0.99993426  x   0.99990916  =   0.99984342
 DP9557!UTM  15      -   0.99993426  x   1.00000848  =   0.99994273
 DP9557
 DP9557_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUN1768478122(NAD 83)
 DP9557
 DP9557                          SUPERSEDED SURVEY CONTROL
 DP9557
 DP9557.No superseded survey control is available for this station.
 DP9557
 DP9557_MARKER: I = METAL ROD
 DP9557_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DP9557_STAMPING: 1507 X 2014
 DP9557_MARK LOGO: MNDT
 DP9557_PROJECTION: RECESSED 5 CENTIMETERS
 DP9557_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DP9557_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DP9557_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP9557+SATELLITE: SATELLITE OBSERVATIONS - May 02, 2017
 DP9557_ROD/PIPE-DEPTH: 10.4 meters
 DP9557
 DP9557  HISTORY     - Date     Condition        Report By
 DP9557  HISTORY     - 20140813 MONUMENTED       MNDT
 DP9557  HISTORY     - 20170502 GOOD             MNDT
 DP9557
 DP9557                          STATION DESCRIPTION
 DP9557
 DP9557'DESCRIBED BY MN DEPT OF TRANSP 2014
 DP9557'THE STATION IS LOCATED ABOUT 7.7 MI (12.4 KM) NORTH OF BAGLEY, 7.4 MI
 DP9557'(11.9 KM) WEST-SOUTHWEST OF LEONARD AND 4.2 MI (6.8 KM) SOUTH OF CLEAR
 DP9557'BROOK.
 DP9557'
 DP9557'TO REACH THE MARK 7.9 MI (12.7 KM) NORTH ALONG TRUNK HIGHWAY 92 FROM
 DP9557'THE JUNCTION OF TRUNK HIGHWAY 92 AND TRUNK HIGHWAY 2 IN BAGLEY, AT
 DP9557'TRUNK HIGHWAY 92 MILE POINT 48.8.
 DP9557'
 DP9557'THE MARK IS LOCATED 72.3 FT (22.0 M) WEST OF TRUNK HIGHWAY 92, 40.1 FT
 DP9557'(12.2 M) NORTH OF 430TH STREET, 9.2 FT (2.8 M) EAST OF RIGHT-OF-WAY
 DP9557'POST, 1.5 FT (0.5 M) EAST OF A WITNESS POST.
 DP9557'
 DP9557'NOTE - THE STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM
 DP9557'ROD DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION REMOVABLE
 DP9557'DISK SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH
 DP9557'PVC PIPE BACK FILLED WITH WASHED SAND.
 DP9557
 DP9557                          STATION RECOVERY (2017)
 DP9557
 DP9557'RECOVERY NOTE BY MN DEPT OF TRANSP 2017 (JLM)
 DP9557'7.5 MILES NORTH OF BAGLEY, 7.9 MILES NORTH ALONG TRUNK HIGHWAY 92 FROM
 DP9557'THE JUNCTION OF TRUNK HIGHWAY 92 AND TRUNK HIGHWAY 2 IN BAGLEY, AT
 DP9557'TRUNK HIGHWAY 92 MILEPOINT 48.8, 72.3 FEET WEST OF TRUNK HIGHWAY 92,
 DP9557'40.1 FEET NORTH OF 430TH STREET, 9.2 FEET EAST OF A RIGHT-OF-WAY POST,
 DP9557'1.5 FEET EAST OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DP9561 ***********************************************************************
 DP9561  DESIGNATION -  1507 Y
 DP9561  PID         -  DP9561
 DP9561  STATE/COUNTY-  MN/CLEARWATER
 DP9561  COUNTRY     -  US
 DP9561  USGS QUAD   -  BAGLEY (2019)
 DP9561
 DP9561                         *CURRENT SURVEY CONTROL
 DP9561  ______________________________________________________________________
 DP9561* NAD 83(1986) POSITION- 47 33 34.88   (N) 095 24 58.39   (W)   HD_HELD1
 DP9561* NAVD 88 ORTHO HEIGHT -   462.444 (meters)     1517.20  (feet) ADJUSTED
 DP9561  ______________________________________________________________________
 DP9561  GEOID HEIGHT    -        -27.587 (meters)                     GEOID18
 DP9561  DYNAMIC HEIGHT  -        462.494 (meters)     1517.37  (feet) COMP
 DP9561  MODELED GRAVITY -    980,706.1   (mgal)                       NAVD 88
 DP9561
 DP9561  VERT ORDER      -  SECOND    CLASS I
 DP9561
 DP9561.The horizontal coordinates were determined by differentially corrected
 DP9561.hand held GPS observations or other comparable positioning techniques
 DP9561.and have an estimated accuracy of +/- 3 meters.
 DP9561
 DP9561.The orthometric height was determined by differential leveling and
 DP9561.adjusted by the NATIONAL GEODETIC SURVEY
 DP9561.in August 2019.
 DP9561
 DP9561.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP9561.GEOID18 height accuracy estimate available here.
 DP9561
 DP9561.Click photographs - Photos may exist for this station.
 DP9561
 DP9561.The dynamic height is computed by dividing the NAVD 88
 DP9561.geopotential number by the normal gravity value computed on the
 DP9561.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP9561.degrees latitude (g = 980.6199 gals.).
 DP9561
 DP9561.The modeled gravity was interpolated from observed gravity values.
 DP9561
 DP9561;                    North         East    Units  Estimated Accuracy
 DP9561;SPC MN N     -   220,420.1     625,726.7     MT  (+/- 3 meters HH1 GPS) 
 DP9561
 DP9561_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUN1823770192(NAD 83)
 DP9561
 DP9561                          SUPERSEDED SURVEY CONTROL
 DP9561
 DP9561.No superseded survey control is available for this station.
 DP9561
 DP9561_MARKER: F = FLANGE-ENCASED ROD
 DP9561_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DP9561_STAMPING: 1507 Y 2014
 DP9561_MARK LOGO: MNDT
 DP9561_PROJECTION: RECESSED 5 CENTIMETERS
 DP9561_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DP9561_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DP9561_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP9561+SATELLITE: SATELLITE OBSERVATIONS - August 13, 2014
 DP9561_ROD/PIPE-DEPTH: 4.3 meters
 DP9561
 DP9561  HISTORY     - Date     Condition        Report By
 DP9561  HISTORY     - 20140813 MONUMENTED       MNDT
 DP9561
 DP9561                          STATION DESCRIPTION
 DP9561
 DP9561'DESCRIBED BY MN DEPT OF TRANSP 2014
 DP9561'THE STATION IS LOCATED ABOUT 7.7 MI (12.4 KM) WEST-NORTHWEST OF
 DP9561'SHEVLIN, 6.9 MI (11.1 KM) NORTHEAST OF EBRO AND 2.8 MI (4.5 KM)
 DP9561'NORTH-NORTHWEST OF BAGLEY.
 DP9561'
 DP9561'TO REACH THE MARK GO 2.9 MI (4.7 KM) NORTH ALONG TRUNK HIGHWAY 92 FROM
 DP9561'THE JUNCTION OF TRUNK HIGHWAY 92 AND TRUNK HIGHWAY 2 IN BAGLEY, AT
 DP9561'TRUNK HIGHWAY 92 MILE POINT 53.85.
 DP9561'
 DP9561'THE MARK IS LOCATED 71.8 FT (21.9 M) WEST OF TRUNK HIGHWAY 92, 23.0 FT
 DP9561'(7.0 M) SOUTH OF ENTRANCE, 1.5 FT (0.5 M) EAST OF SOUTH GATE POST.
 DP9561'
 DP9561'NOTE - THE STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM
 DP9561'ROD DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION REMOVABLE
 DP9561'DISK SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH
 DP9561'PVC PIPE BACK FILLED WITH WASHED SAND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DP9562 ***********************************************************************
 DP9562  DESIGNATION -  1507 Z
 DP9562  PID         -  DP9562
 DP9562  STATE/COUNTY-  MN/CLEARWATER
 DP9562  COUNTRY     -  US
 DP9562  USGS QUAD   -  BAGLEY (2019)
 DP9562
 DP9562                         *CURRENT SURVEY CONTROL
 DP9562  ______________________________________________________________________
 DP9562* NAD 83(2011) POSITION- 47 32 11.32018(N) 095 24 10.08399(W)   ADJUSTED
 DP9562* NAD 83(2011) ELLIP HT-   427.037 (meters)        (12/12/18)   ADJUSTED
 DP9562* NAD 83(2011) EPOCH   -  2010.00
 DP9562* NAVD 88 ORTHO HEIGHT -   454.641 (meters)     1491.60  (feet) ADJUSTED
 DP9562  ______________________________________________________________________
 DP9562  GEOID HEIGHT    -        -27.614 (meters)                     GEOID18
 DP9562  NAD 83(2011) X  -   -406,208.836 (meters)                     COMP
 DP9562  NAD 83(2011) Y  - -4,294,999.446 (meters)                     COMP
 DP9562  NAD 83(2011) Z  -  4,682,551.772 (meters)                     COMP
 DP9562  LAPLACE CORR    -         -3.97  (seconds)                    DEFLEC18
 DP9562  DYNAMIC HEIGHT  -        454.688 (meters)     1491.76  (feet) COMP
 DP9562  MODELED GRAVITY -    980,701.6   (mgal)                       NAVD 88
 DP9562
 DP9562  VERT ORDER      -  SECOND    CLASS I
 DP9562
 DP9562  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DP9562  Standards:
 DP9562         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DP9562            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DP9562  -------------------------------------------------------------------
 DP9562  NETWORK    0.37   1.37           0.17   0.12   0.70      0.06970515
 DP9562  -------------------------------------------------------------------
 DP9562  Click here for local accuracies and other accuracy information.
 DP9562
 DP9562.The horizontal coordinates were established by GPS observations
 DP9562.and adjusted by the MN DEPT OF TRANSP in December 2018.
 DP9562
 DP9562.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DP9562.been affixed to the stable North American tectonic plate. See 
 DP9562.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DP9562
 DP9562.The horizontal coordinates are valid at the epoch date displayed above
 DP9562.which is a decimal equivalence of Year/Month/Day.
 DP9562
 DP9562.The orthometric height was determined by differential leveling and
 DP9562.adjusted by the NATIONAL GEODETIC SURVEY
 DP9562.in August 2019.
 DP9562
 DP9562.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP9562.GEOID18 height accuracy estimate available here.
 DP9562
 DP9562.Click photographs - Photos may exist for this station.
 DP9562
 DP9562.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DP9562
 DP9562.The Laplace correction was computed from DEFLEC18 derived deflections.
 DP9562
 DP9562.The ellipsoidal height was determined by GPS observations
 DP9562.and is referenced to NAD 83.
 DP9562
 DP9562.The dynamic height is computed by dividing the NAVD 88
 DP9562.geopotential number by the normal gravity value computed on the
 DP9562.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP9562.degrees latitude (g = 980.6199 gals.).
 DP9562
 DP9562.The modeled gravity was interpolated from observed gravity values.
 DP9562
 DP9562. The following values were computed from the NAD 83(2011) position.
 DP9562
 DP9562;                    North         East     Units Scale Factor Converg.
 DP9562;SPC MN N     -   217,810.610   626,659.107   MT  0.99991636   -1 42 24.8
 DP9562;SPC MN N     -   714,600.31  2,055,964.09   sFT  0.99991636   -1 42 24.8
 DP9562;UTM  15      - 5,267,581.763   319,166.818   MT  1.00000187   -1 46 23.0
 DP9562
 DP9562!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DP9562!SPC MN N     -   0.99993307  x   0.99991636  =   0.99984944
 DP9562!UTM  15      -   0.99993307  x   1.00000187  =   0.99993494
 DP9562
 DP9562_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUN1916667581(NAD 83)
 DP9562
 DP9562                          SUPERSEDED SURVEY CONTROL
 DP9562
 DP9562.No superseded survey control is available for this station.
 DP9562
 DP9562_MARKER: I = METAL ROD
 DP9562_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DP9562_STAMPING: 1507 Z 2014
 DP9562_MARK LOGO: MNDT
 DP9562_PROJECTION: RECESSED 5 CENTIMETERS
 DP9562_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DP9562_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DP9562_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP9562+SATELLITE: SATELLITE OBSERVATIONS - May 02, 2017
 DP9562_ROD/PIPE-DEPTH: 6.7 meters
 DP9562
 DP9562  HISTORY     - Date     Condition        Report By
 DP9562  HISTORY     - 20140813 MONUMENTED       MNDT
 DP9562  HISTORY     - 20170502 GOOD             MNDT
 DP9562
 DP9562                          STATION DESCRIPTION
 DP9562
 DP9562'DESCRIBED BY MN DEPT OF TRANSP 2014
 DP9562'THE STATION IS LOCATED ABOUT 6.8 MI (10.9 KM) WEST OF SHEVLIN, 6.6 MI
 DP9562'(10.6 KM) EAST-NORTHEAST OF EBRO AND 1.0 MI (1.6 KM) NORTH-NORTHWEST
 DP9562'OF BAGLEY.
 DP9562'
 DP9562'TO REACH THE MARK GO 1.1 MI (1.8 KM) NORTH ALONG TRUNK HIGHWAY 92 FROM
 DP9562'THE JUNCTION OF TRUNK HIGHWAY 92 AND TRUNK HIGHWAY 2 IN BAGLEY, AT
 DP9562'TRUNK HIGHWAY 92 MILE POINT 55.7.
 DP9562'
 DP9562'THE MARK IS LOCATED 56.6 FT (17.3 M) SOUTHWEST OF TRUNK HIGHWAY 92,
 DP9562'15.5 FT (4.7 M) SOUTHEAST OF ENTRANCE, 1.5 FT (0.5 M) NORTHEAST OF A
 DP9562'WITNESS POST.
 DP9562'
 DP9562'NOTE - THE STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM
 DP9562'ROD DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION REMOVABLE
 DP9562'DISK SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH
 DP9562'PVC PIPE BACK FILLED WITH WASHED SAND.
 DP9562
 DP9562                          STATION RECOVERY (2017)
 DP9562
 DP9562'RECOVERY NOTE BY MN DEPT OF TRANSP 2017 (ALS)
 DP9562'0.8 MILE NORTH OF BAGLEY, 1.1 MILES NORTH ALONG TRUNK HIGHWAY 92 FROM
 DP9562'THE JUNCTION OF TRUNK HIGHWAY 92 AND TRUNK HIGHWAY 2 IN BAGLEY, AT
 DP9562'TRUNK HIGHWAY 92 MILEPOINT 55.7, 56.6 FEET SOUTHWEST OF TRUNK HIGHWAY
 DP9562'92, 15.5 FEET SOUTHEAST OF AN ENTRANCE, 1.5 FEET NORTHEAST OF A
 DP9562'WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DK3900 ***********************************************************************
 DK3900  DESIGNATION -  1508 A
 DK3900  PID         -  DK3900
 DK3900  STATE/COUNTY-  MN/CLEARWATER
 DK3900  COUNTRY     -  US
 DK3900  USGS QUAD   -  CLEARBROOK (2019)
 DK3900
 DK3900                         *CURRENT SURVEY CONTROL
 DK3900  ______________________________________________________________________
 DK3900* NAD 83(2011) POSITION- 47 38 43.55502(N) 095 24 21.43680(W)   ADJUSTED
 DK3900* NAD 83(2011) ELLIP HT-   411.223 (meters)        (06/27/12)   ADJUSTED
 DK3900* NAD 83(2011) EPOCH   -  2010.00
 DK3900* NAVD 88 ORTHO HEIGHT -   438.798 (meters)     1439.62  (feet) ADJUSTED
 DK3900  ______________________________________________________________________
 DK3900  GEOID HEIGHT    -        -27.584 (meters)                     GEOID18
 DK3900  NAD 83(2011) X  -   -405,601.524 (meters)                     COMP
 DK3900  NAD 83(2011) Y  - -4,286,061.468 (meters)                     COMP
 DK3900  NAD 83(2011) Z  -  4,690,710.393 (meters)                     COMP
 DK3900  LAPLACE CORR    -         -3.22  (seconds)                    DEFLEC18
 DK3900  DYNAMIC HEIGHT  -        438.853 (meters)     1439.80  (feet) COMP
 DK3900  MODELED GRAVITY -    980,724.2   (mgal)                       NAVD 88
 DK3900
 DK3900  VERT ORDER      -  SECOND    CLASS I
 DK3900
 DK3900  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DK3900  Standards:
 DK3900         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DK3900            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DK3900  -------------------------------------------------------------------
 DK3900  NETWORK    0.30   0.49           0.14   0.10   0.25      0.02737052
 DK3900  -------------------------------------------------------------------
 DK3900  Click here for local accuracies and other accuracy information.
 DK3900
 DK3900.The horizontal coordinates were established by GPS observations
 DK3900.and adjusted by the National Geodetic Survey in June 2012.
 DK3900
 DK3900.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DK3900.been affixed to the stable North American tectonic plate. See 
 DK3900.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DK3900
 DK3900.The horizontal coordinates are valid at the epoch date displayed above
 DK3900.which is a decimal equivalence of Year/Month/Day.
 DK3900
 DK3900.The orthometric height was determined by differential leveling and
 DK3900.adjusted by the NATIONAL GEODETIC SURVEY
 DK3900.in August 2019.
 DK3900
 DK3900.Significant digits in the geoid height do not necessarily reflect accuracy.
 DK3900.GEOID18 height accuracy estimate available here.
 DK3900
 DK3900.Click photographs - Photos may exist for this station.
 DK3900
 DK3900.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DK3900
 DK3900.The Laplace correction was computed from DEFLEC18 derived deflections.
 DK3900
 DK3900.The ellipsoidal height was determined by GPS observations
 DK3900.and is referenced to NAD 83.
 DK3900
 DK3900.The dynamic height is computed by dividing the NAVD 88
 DK3900.geopotential number by the normal gravity value computed on the
 DK3900.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK3900.degrees latitude (g = 980.6199 gals.).
 DK3900
 DK3900.The modeled gravity was interpolated from observed gravity values.
 DK3900
 DK3900. The following values were computed from the NAD 83(2011) position.
 DK3900
 DK3900;                    North         East     Units Scale Factor Converg.
 DK3900;SPC MN N     -   229,925.008   626,783.083   MT  0.99990829   -1 42 33.2
 DK3900;SPC MN N     -   754,345.63  2,056,370.83   sFT  0.99990829   -1 42 33.2
 DK3900;UTM  15      - 5,279,697.091   319,305.120   MT  1.00000125   -1 46 42.4
 DK3900
 DK3900!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DK3900!SPC MN N     -   0.99993555  x   0.99990829  =   0.99984385
 DK3900!UTM  15      -   0.99993555  x   1.00000125  =   0.99993680
 DK3900
 DK3900_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUN1930579697(NAD 83)
 DK3900
 DK3900                          SUPERSEDED SURVEY CONTROL
 DK3900
 DK3900  NAD 83(1996)-  47 38 43.55494(N)    095 24 21.43760(W) AD(       ) 1
 DK3900  ELLIP H (03/06/08)  411.280  (m)                       GP(       ) 3 1
 DK3900  NAD 83(2007)-  47 38 43.55493(N)    095 24 21.43766(W) AD(2002.00) 1
 DK3900  ELLIP H (02/07/08)  411.273  (m)                       GP(2002.00) 3 1
 DK3900  NAVD 88 (03/06/08)  438.8    (m)  GEOID03  model used  GPS OBS        
 DK3900
 DK3900.Superseded values are not recommended for survey control.
 DK3900
 DK3900.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK3900.See file dsdata.pdf to determine how the superseded data were derived.
 DK3900
 DK3900_MARKER: DB = BENCH MARK DISK
 DK3900_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 DK3900_STAMPING: 1508 A 1960
 DK3900_MARK LOGO: MNHD
 DK3900_PROJECTION: RECESSED 8 CENTIMETERS
 DK3900_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DK3900_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DK3900_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DK3900+SATELLITE: SATELLITE OBSERVATIONS - May 02, 2017
 DK3900
 DK3900  HISTORY     - Date     Condition        Report By
 DK3900  HISTORY     - 1960     MONUMENTED       MNHD
 DK3900  HISTORY     - 20140701 GOOD             MNDT
 DK3900  HISTORY     - 20170502 GOOD             MNDT
 DK3900
 DK3900                          STATION DESCRIPTION
 DK3900
 DK3900'DESCRIBED BY MN HIGHWAY DEPT 1960
 DK3900'1 MILE EAST OF JUNCTION OF TRUNK HIGHWAY 92 AND TRUNK HIGHWAY 223, IN
 DK3900'NORTHWEST CORNER OF ROAD JUNCTION, AT TRUNK HIGHWAY 232 MILEPOST 1, 72
 DK3900'FEET NORTH OF TRUNK HIGHWAY 223, 36.0 FEET WEST OF GRAVEL ROAD, 15.5
 DK3900'FEET EAST OF CABLE PEDESTAL, 7.6 FEET SOUTHEAST OF WIGHT OF WAY POST,
 DK3900'7.6 FEET SOUTHEAST OF WITNESS POST.
 DK3900
 DK3900                          STATION RECOVERY (2014)
 DK3900
 DK3900'RECOVERY NOTE BY MN DEPT OF TRANSP 2014 (KMS)
 DK3900'RECOVERED AS DESCRIBED.
 DK3900
 DK3900                          STATION RECOVERY (2017)
 DK3900
 DK3900'RECOVERY NOTE BY MN DEPT OF TRANSP 2017 (CLW)
 DK3900'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DP9555 ***********************************************************************
 DP9555  DESIGNATION -  1508 G
 DP9555  PID         -  DP9555
 DP9555  STATE/COUNTY-  MN/CLEARWATER
 DP9555  COUNTRY     -  US
 DP9555  USGS QUAD   -  LEONARD (2019)
 DP9555
 DP9555                         *CURRENT SURVEY CONTROL
 DP9555  ______________________________________________________________________
 DP9555* NAD 83(1986) POSITION- 47 38 43.63   (N) 095 16 53.24   (W)   HD_HELD1
 DP9555* NAVD 88 ORTHO HEIGHT -   439.718 (meters)     1442.64  (feet) ADJUSTED
 DP9555  ______________________________________________________________________
 DP9555  GEOID HEIGHT    -        -27.721 (meters)                     GEOID18
 DP9555  DYNAMIC HEIGHT  -        439.773 (meters)     1442.82  (feet) COMP
 DP9555  MODELED GRAVITY -    980,724.0   (mgal)                       NAVD 88
 DP9555
 DP9555  VERT ORDER      -  SECOND    CLASS I
 DP9555
 DP9555.The horizontal coordinates were determined by differentially corrected
 DP9555.hand held GPS observations or other comparable positioning techniques
 DP9555.and have an estimated accuracy of +/- 3 meters.
 DP9555
 DP9555.The orthometric height was determined by differential leveling and
 DP9555.adjusted by the NATIONAL GEODETIC SURVEY
 DP9555.in August 2019.
 DP9555
 DP9555.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP9555.GEOID18 height accuracy estimate available here.
 DP9555
 DP9555.Click photographs - Photos may exist for this station.
 DP9555
 DP9555.The dynamic height is computed by dividing the NAVD 88
 DP9555.geopotential number by the normal gravity value computed on the
 DP9555.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP9555.degrees latitude (g = 980.6199 gals.).
 DP9555
 DP9555.The modeled gravity was interpolated from observed gravity values.
 DP9555
 DP9555;                    North         East    Units  Estimated Accuracy
 DP9555;SPC MN N     -   229,655.9     636,132.6     MT  (+/- 3 meters HH1 GPS) 
 DP9555
 DP9555_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUN2865579416(NAD 83)
 DP9555
 DP9555                          SUPERSEDED SURVEY CONTROL
 DP9555
 DP9555.No superseded survey control is available for this station.
 DP9555
 DP9555_MARKER: DB = BENCH MARK DISK
 DP9555_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 DP9555_STAMPING: 1508 G 1960
 DP9555_MARK LOGO: MNHD
 DP9555_PROJECTION: RECESSED 5 CENTIMETERS
 DP9555_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DP9555_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DP9555_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DP9555+SATELLITE: SATELLITE OBSERVATIONS - July 01, 2014
 DP9555
 DP9555  HISTORY     - Date     Condition        Report By
 DP9555  HISTORY     - 19600401 MONUMENTED       MNHD
 DP9555  HISTORY     - 20140701 GOOD             MNDT
 DP9555
 DP9555                          STATION DESCRIPTION
 DP9555
 DP9555'DESCRIBED BY MN DEPT OF TRANSP 2014 (KMS)
 DP9555'THE STATION IS LOCATED ABOUT 7.8 MI (12.6 KM) WEST-SOUTHWEST OF AURE,
 DP9555'7.7 MI (12.4 KM) EAST-SOUTHEAST OF CLEAR BROOK AND 0.6 MI (1.0 KM)
 DP9555'SOUTHWEST OF LEONARD.
 DP9555'
 DP9555'TO REACH THE MARK GO 0.75 MI (1.2 KM) SOUTHWEST ALONG TRUNK HIGHWAY
 DP9555'223  FROM THE JUNCTION OF TRUNK HIGHWAY 223 AND COUNTY ROAD 23 IN
 DP9555'LEONARD, AT TRUNK HIGHWAY MILE POINT 6.80.
 DP9555'
 DP9555'THE MARK IS LOCATED 73.0 FT (22.3 M) NORTH OF TRUNK HIGHWAY 223, AT
 DP9555'TRUNK HIGHWAY 223 STATION 357+69, 118.0 FT (36.0 M) WEST OF DRIVE WAY
 DP9555'NUMBER 23836, 1.0 FT (0.3 M) NORTH OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DP9556 ***********************************************************************
 DP9556  DESIGNATION -  1508 H
 DP9556  PID         -  DP9556
 DP9556  STATE/COUNTY-  MN/CLEARWATER
 DP9556  COUNTRY     -  US
 DP9556  USGS QUAD   -  LEONARD (2019)
 DP9556
 DP9556                         *CURRENT SURVEY CONTROL
 DP9556  ______________________________________________________________________
 DP9556* NAD 83(1986) POSITION- 47 39 03.56   (N) 095 16 23.67   (W)   HD_HELD1
 DP9556* NAVD 88 ORTHO HEIGHT -   442.963 (meters)     1453.29  (feet) ADJUSTED
 DP9556  ______________________________________________________________________
 DP9556  GEOID HEIGHT    -        -27.728 (meters)                     GEOID18
 DP9556  DYNAMIC HEIGHT  -        443.019 (meters)     1453.47  (feet) COMP
 DP9556  MODELED GRAVITY -    980,725.2   (mgal)                       NAVD 88
 DP9556
 DP9556  VERT ORDER      -  SECOND    CLASS I
 DP9556
 DP9556.The horizontal coordinates were determined by differentially corrected
 DP9556.hand held GPS observations or other comparable positioning techniques
 DP9556.and have an estimated accuracy of +/- 3 meters.
 DP9556
 DP9556.The orthometric height was determined by differential leveling and
 DP9556.adjusted by the NATIONAL GEODETIC SURVEY
 DP9556.in August 2019.
 DP9556
 DP9556.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP9556.GEOID18 height accuracy estimate available here.
 DP9556
 DP9556.Click photographs - Photos may exist for this station.
 DP9556
 DP9556.The dynamic height is computed by dividing the NAVD 88
 DP9556.geopotential number by the normal gravity value computed on the
 DP9556.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP9556.degrees latitude (g = 980.6199 gals.).
 DP9556
 DP9556.The modeled gravity was interpolated from observed gravity values.
 DP9556
 DP9556;                    North         East    Units  Estimated Accuracy
 DP9556;SPC MN N     -   230,253.7     636,766.8     MT  (+/- 3 meters HH1 GPS) 
 DP9556
 DP9556_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUN2928980013(NAD 83)
 DP9556
 DP9556                          SUPERSEDED SURVEY CONTROL
 DP9556
 DP9556.No superseded survey control is available for this station.
 DP9556
 DP9556_MARKER: DB = BENCH MARK DISK
 DP9556_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 DP9556_STAMPING: 1508 H 1960
 DP9556_MARK LOGO: MNHD
 DP9556_PROJECTION: RECESSED 5 CENTIMETERS
 DP9556_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DP9556_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DP9556_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DP9556+SATELLITE: SATELLITE OBSERVATIONS - July 01, 2014
 DP9556
 DP9556  HISTORY     - Date     Condition        Report By
 DP9556  HISTORY     - 19600401 MONUMENTED       MNHD
 DP9556  HISTORY     - 20140701 GOOD             MNDT
 DP9556
 DP9556                          STATION DESCRIPTION
 DP9556
 DP9556'DESCRIBED BY MN DEPT OF TRANSP 2014 (KMS)
 DP9556'THE STATION IS LOCATED ABOUT 7.9 MI (12.7 KM) EAST-SOUTHEAST OF CLEAR
 DP9556'BROOK, 7.3 MI (11.7 KM) WEST-SOUTHWEST OF AURE AND IN THE TOWN OF
 DP9556'LEONARD, MN.
 DP9556'
 DP9556'TO REACH THE MARK GO 0.1 MI (0.2 KM) SOUTH ALONG TRUNK HIGHWAY 223
 DP9556'FROM THE JUNCTION OF TRUNK HIGHWAY 223 AND COUNTY ROAD 23 IN LEONARD.
 DP9556'
 DP9556'THE MARK IS LOCATED 73 FT (22.3 M) WEST OF TRUNK HIGHWAY 223, AT TRUNK
 DP9556'HIGHWAY 223 STATION 393+24, AT TRUNK HIGHWAY 223 MILE POINT 7.50, 19.0
 DP9556'FT (5.8 M) SOUTH OF THIRD STREET, 3.8 FT (1.2 M) EAST-NORTHEAST OF
 DP9556'CORNER POST, 1.0 FT (0.3 M) WEST OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DP9550 ***********************************************************************
 DP9550  DESIGNATION -  1508 J
 DP9550  PID         -  DP9550
 DP9550  STATE/COUNTY-  MN/CLEARWATER
 DP9550  COUNTRY     -  US
 DP9550  USGS QUAD   -  CLEARBROOK (2019)
 DP9550
 DP9550                         *CURRENT SURVEY CONTROL
 DP9550  ______________________________________________________________________
 DP9550* NAD 83(2011) POSITION- 47 38 43.54231(N) 095 23 03.73408(W)   ADJUSTED
 DP9550* NAD 83(2011) ELLIP HT-   417.817 (meters)        (12/12/18)   ADJUSTED
 DP9550* NAD 83(2011) EPOCH   -  2010.00
 DP9550* NAVD 88 ORTHO HEIGHT -   445.409 (meters)     1461.31  (feet) ADJUSTED
 DP9550  ______________________________________________________________________
 DP9550  GEOID HEIGHT    -        -27.608 (meters)                     GEOID18
 DP9550  NAD 83(2011) X  -   -403,987.322 (meters)                     COMP
 DP9550  NAD 83(2011) Y  - -4,286,218.671 (meters)                     COMP
 DP9550  NAD 83(2011) Z  -  4,690,715.001 (meters)                     COMP
 DP9550  LAPLACE CORR    -         -3.30  (seconds)                    DEFLEC18
 DP9550  DYNAMIC HEIGHT  -        445.464 (meters)     1461.49  (feet) COMP
 DP9550  MODELED GRAVITY -    980,723.9   (mgal)                       NAVD 88
 DP9550
 DP9550  VERT ORDER      -  SECOND    CLASS I
 DP9550
 DP9550  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DP9550  Standards:
 DP9550         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DP9550            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DP9550  -------------------------------------------------------------------
 DP9550  NETWORK    0.34   1.23           0.16   0.11   0.63      0.01121268
 DP9550  -------------------------------------------------------------------
 DP9550  Click here for local accuracies and other accuracy information.
 DP9550
 DP9550.The horizontal coordinates were established by GPS observations
 DP9550.and adjusted by the MN DEPT OF TRANSP in December 2018.
 DP9550
 DP9550.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DP9550.been affixed to the stable North American tectonic plate. See 
 DP9550.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DP9550
 DP9550.The horizontal coordinates are valid at the epoch date displayed above
 DP9550.which is a decimal equivalence of Year/Month/Day.
 DP9550
 DP9550.The orthometric height was determined by differential leveling and
 DP9550.adjusted by the NATIONAL GEODETIC SURVEY
 DP9550.in August 2019.
 DP9550
 DP9550.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP9550.GEOID18 height accuracy estimate available here.
 DP9550
 DP9550.Click photographs - Photos may exist for this station.
 DP9550
 DP9550.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DP9550
 DP9550.The Laplace correction was computed from DEFLEC18 derived deflections.
 DP9550
 DP9550.The ellipsoidal height was determined by GPS observations
 DP9550.and is referenced to NAD 83.
 DP9550
 DP9550.The dynamic height is computed by dividing the NAVD 88
 DP9550.geopotential number by the normal gravity value computed on the
 DP9550.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP9550.degrees latitude (g = 980.6199 gals.).
 DP9550
 DP9550.The modeled gravity was interpolated from observed gravity values.
 DP9550
 DP9550. The following values were computed from the NAD 83(2011) position.
 DP9550
 DP9550;                    North         East     Units Scale Factor Converg.
 DP9550;SPC MN N     -   229,876.475   628,403.934   MT  0.99990829   -1 41 35.6
 DP9550;SPC MN N     -   754,186.40  2,061,688.57   sFT  0.99990829   -1 41 35.6
 DP9550;UTM  15      - 5,279,646.594   320,926.056   MT  0.99999408   -1 45 45.0
 DP9550
 DP9550!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DP9550!SPC MN N     -   0.99993452  x   0.99990829  =   0.99984281
 DP9550!UTM  15      -   0.99993452  x   0.99999408  =   0.99992860
 DP9550
 DP9550_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUN2092679646(NAD 83)
 DP9550
 DP9550                          SUPERSEDED SURVEY CONTROL
 DP9550
 DP9550.No superseded survey control is available for this station.
 DP9550
 DP9550_MARKER: I = METAL ROD
 DP9550_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DP9550_STAMPING: 1508 J 2014
 DP9550_MARK LOGO: MNDT
 DP9550_PROJECTION: RECESSED 3 CENTIMETERS
 DP9550_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DP9550_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DP9550_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP9550+SATELLITE: SATELLITE OBSERVATIONS - May 02, 2017
 DP9550_ROD/PIPE-DEPTH: 4.3 meters
 DP9550
 DP9550  HISTORY     - Date     Condition        Report By
 DP9550  HISTORY     - 20140813 MONUMENTED       MNDT
 DP9550  HISTORY     - 20170502 GOOD             MNDT
 DP9550
 DP9550                          STATION DESCRIPTION
 DP9550
 DP9550'DESCRIBED BY MN DEPT OF TRANSP 2014
 DP9550'THE STATION IS LOCATED ABOUT 8.6 MI (13.8 KM) NORTH OF BAGLEY, 5.3 MI
 DP9550'(8.5 KM) WEST OF LEONARD AND 3.9 MI (6.3 KM) SOUTHEAST OF CLEAR BROOK.
 DP9550'TO REACH THE MARK GO 5.55 MI (8.9 KM) WEST ALONG TRUNK HIGHWAY 223
 DP9550'FROM THE JUNCTION OF TRUNK HIGHWAY 223 AND COUNTY ROAD 33 IN LEONARD,
 DP9550'AT TRUNK HIGHWAY 223 MILE POINT 2.0.
 DP9550'
 DP9550'THE MARK IS LOCATED 72.2 FT (22.0 M) NORTH OF TRUNK HIGHWAY 223, 63.0
 DP9550'FT (19.2 M) WEST OF 191 STREET AVENUE, 1.5 FT (0.5 M) SOUTH OF A
 DP9550'WITNESS POST.
 DP9550'
 DP9550'NOTE - THE STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM
 DP9550'ROD DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION REMOVABLE
 DP9550'DISK SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH
 DP9550'PVC PIPE BACK FILLED WITH WASHED SAND.
 DP9550
 DP9550                          STATION RECOVERY (2017)
 DP9550
 DP9550'RECOVERY NOTE BY MN DEPT OF TRANSP 2017 (CLW)
 DP9550'5.4 MILES WEST OF LEONARD, 5.55 MILES WEST ALONG TRUNK HIGHWAY 223
 DP9550'FROM THE JUNCTION OF TRUNK HIGHWAY 223 AND COUNTY ROAD 33 IN LEONARD,
 DP9550'AT TRUNK HIGHWAY 223 MILEPOINT 2.0, 72.2 FEET NORTH OF TRUNK HIGHWAY
 DP9550'223, 63.0 FEET WEST OF 191 STREET AVENUE, 1.5 FEET SOUTH OF A WITNESS
 DP9550'POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DP9551 ***********************************************************************
 DP9551  DESIGNATION -  1508 K
 DP9551  PID         -  DP9551
 DP9551  STATE/COUNTY-  MN/CLEARWATER
 DP9551  COUNTRY     -  US
 DP9551  USGS QUAD   -  LEONARD (2019)
 DP9551
 DP9551                         *CURRENT SURVEY CONTROL
 DP9551  ______________________________________________________________________
 DP9551* NAD 83(2011) POSITION- 47 38 42.03983(N) 095 21 45.96353(W)   ADJUSTED
 DP9551* NAD 83(2011) ELLIP HT-   419.647 (meters)        (12/12/18)   ADJUSTED
 DP9551* NAD 83(2011) EPOCH   -  2010.00
 DP9551* NAVD 88 ORTHO HEIGHT -   447.263 (meters)     1467.40  (feet) ADJUSTED
 DP9551  ______________________________________________________________________
 DP9551  GEOID HEIGHT    -        -27.631 (meters)                     GEOID18
 DP9551  NAD 83(2011) X  -   -402,374.528 (meters)                     COMP
 DP9551  NAD 83(2011) Y  - -4,286,406.057 (meters)                     COMP
 DP9551  NAD 83(2011) Z  -  4,690,685.089 (meters)                     COMP
 DP9551  LAPLACE CORR    -         -3.31  (seconds)                    DEFLEC18
 DP9551  DYNAMIC HEIGHT  -        447.319 (meters)     1467.58  (feet) COMP
 DP9551  MODELED GRAVITY -    980,724.1   (mgal)                       NAVD 88
 DP9551
 DP9551  VERT ORDER      -  SECOND    CLASS I
 DP9551
 DP9551  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DP9551  Standards:
 DP9551         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DP9551            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DP9551  -------------------------------------------------------------------
 DP9551  NETWORK    0.39   1.49           0.18   0.13   0.76      0.06407099
 DP9551  -------------------------------------------------------------------
 DP9551  Click here for local accuracies and other accuracy information.
 DP9551
 DP9551.The horizontal coordinates were established by GPS observations
 DP9551.and adjusted by the MN DEPT OF TRANSP in December 2018.
 DP9551
 DP9551.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DP9551.been affixed to the stable North American tectonic plate. See 
 DP9551.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DP9551
 DP9551.The horizontal coordinates are valid at the epoch date displayed above
 DP9551.which is a decimal equivalence of Year/Month/Day.
 DP9551
 DP9551.The orthometric height was determined by differential leveling and
 DP9551.adjusted by the NATIONAL GEODETIC SURVEY
 DP9551.in August 2019.
 DP9551
 DP9551.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP9551.GEOID18 height accuracy estimate available here.
 DP9551
 DP9551.Click photographs - Photos may exist for this station.
 DP9551
 DP9551.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DP9551
 DP9551.The Laplace correction was computed from DEFLEC18 derived deflections.
 DP9551
 DP9551.The ellipsoidal height was determined by GPS observations
 DP9551.and is referenced to NAD 83.
 DP9551
 DP9551.The dynamic height is computed by dividing the NAVD 88
 DP9551.geopotential number by the normal gravity value computed on the
 DP9551.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP9551.degrees latitude (g = 980.6199 gals.).
 DP9551
 DP9551.The modeled gravity was interpolated from observed gravity values.
 DP9551
 DP9551. The following values were computed from the NAD 83(2011) position.
 DP9551
 DP9551;                    North         East     Units Scale Factor Converg.
 DP9551;SPC MN N     -   229,782.367   630,024.867   MT  0.99990831   -1 40 37.9
 DP9551;SPC MN N     -   753,877.65  2,067,006.58   sFT  0.99990831   -1 40 37.9
 DP9551;UTM  15      - 5,279,550.518   322,547.007   MT  0.99998698   -1 44 47.4
 DP9551
 DP9551!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DP9551!SPC MN N     -   0.99993423  x   0.99990831  =   0.99984255
 DP9551!UTM  15      -   0.99993423  x   0.99998698  =   0.99992121
 DP9551
 DP9551_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUN2254779550(NAD 83)
 DP9551
 DP9551                          SUPERSEDED SURVEY CONTROL
 DP9551
 DP9551.No superseded survey control is available for this station.
 DP9551
 DP9551_MARKER: I = METAL ROD
 DP9551_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DP9551_STAMPING: 1508 K 2014
 DP9551_MARK LOGO: MNDT
 DP9551_PROJECTION: RECESSED 5 CENTIMETERS
 DP9551_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DP9551_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DP9551_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP9551+SATELLITE: SATELLITE OBSERVATIONS - May 04, 2017
 DP9551_ROD/PIPE-DEPTH: 6.1 meters
 DP9551
 DP9551  HISTORY     - Date     Condition        Report By
 DP9551  HISTORY     - 20140820 MONUMENTED       MNDT
 DP9551  HISTORY     - 20170504 GOOD             MNDT
 DP9551
 DP9551                          STATION DESCRIPTION
 DP9551
 DP9551'DESCRIBED BY MN DEPT OF TRANSP 2014
 DP9551'THE STATION IS LOCATED ABOUT 8.7 MI (14.0 KM) NORTH OF BAGLEY, 4.5 MI
 DP9551'(7.2 KM) SOUTHEAST OF CLEAR BROOK AND 4.3 MI (6.9 KM) WEST OF LEONARD.
 DP9551'TO REACH THE MARK GO 4.5 MI (7.2 KM) SOUTH AND WEST ALONG TRUNK
 DP9551'HIGHWAY 223 FROM THE JUNCTION OF TRUNK HIGHWAY 223 AND COUNTY ROAD 23
 DP9551'IN LEONARD, AT TRUNK HIGHWAY 223 MILE POINT 3.0.
 DP9551'
 DP9551'THE MARK IS LOCATED 69.5 FT (21.2 M) SOUTH OF TRUNK HIGHWAY 223, 39.3
 DP9551'FT (12.0 M) WEST OF 201ST AVENUE, 19.7 FT (6.0 M) EAST OF RIGHT-OF
 DP9551'WAY-POST, 1.5 FT (0.5 M) NORTH OF A WITNESS POST.
 DP9551'
 DP9551'NOTE - THE STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM
 DP9551'ROD DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION REMOVABLE
 DP9551'DISK SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH
 DP9551'PVC PIPE BACK FILLED WITH WASHED SAND.
 DP9551
 DP9551                          STATION RECOVERY (2017)
 DP9551
 DP9551'RECOVERY NOTE BY MN DEPT OF TRANSP 2017 (CLW)
 DP9551'4.5 MILES WEST OF LEONARD, 4.5 MILES SOUTH AND WEST ALONG TRUNK
 DP9551'HIGHWAY 223 FROM THE JUNCTION OF TRUNK HIGHWAY 223 AND COUNTY ROAD 23
 DP9551'IN LEONARD, AT TRUNK HIGHWAY 223 MILEPOINT 3.0, 69.5 FEET SOUTH OF
 DP9551'TRUNK HIGHWAY 223, 39.3 FEET WEST OF 201ST AVENUE, 19.7 FEET EAST OF A
 DP9551'RIGHT-OF WAY-POST, 1.5 FEET NORTH OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DP9553 ***********************************************************************
 DP9553  DESIGNATION -  1508 L
 DP9553  PID         -  DP9553
 DP9553  STATE/COUNTY-  MN/CLEARWATER
 DP9553  COUNTRY     -  US
 DP9553  USGS QUAD   -  LEONARD (2019)
 DP9553
 DP9553                         *CURRENT SURVEY CONTROL
 DP9553  ______________________________________________________________________
 DP9553* NAD 83(2011) POSITION- 47 38 43.72459(N) 095 19 07.25377(W)   ADJUSTED
 DP9553* NAD 83(2011) ELLIP HT-   416.731 (meters)        (12/12/18)   ADJUSTED
 DP9553* NAD 83(2011) EPOCH   -  2010.00
 DP9553* NAVD 88 ORTHO HEIGHT -   444.391 (meters)     1457.97  (feet) ADJUSTED
 DP9553  ______________________________________________________________________
 DP9553  GEOID HEIGHT    -        -27.680 (meters)                     GEOID18
 DP9553  NAD 83(2011) X  -   -399,072.502 (meters)                     COMP
 DP9553  NAD 83(2011) Y  - -4,286,674.150 (meters)                     COMP
 DP9553  NAD 83(2011) Z  -  4,690,717.992 (meters)                     COMP
 DP9553  LAPLACE CORR    -         -3.59  (seconds)                    DEFLEC18
 DP9553  DYNAMIC HEIGHT  -        444.447 (meters)     1458.16  (feet) COMP
 DP9553  MODELED GRAVITY -    980,724.5   (mgal)                       NAVD 88
 DP9553
 DP9553  VERT ORDER      -  SECOND    CLASS I
 DP9553
 DP9553  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DP9553  Standards:
 DP9553         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DP9553            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DP9553  -------------------------------------------------------------------
 DP9553  NETWORK    0.39   1.43           0.18   0.13   0.73      0.06614643
 DP9553  -------------------------------------------------------------------
 DP9553  Click here for local accuracies and other accuracy information.
 DP9553
 DP9553.The horizontal coordinates were established by GPS observations
 DP9553.and adjusted by the MN DEPT OF TRANSP in December 2018.
 DP9553
 DP9553.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DP9553.been affixed to the stable North American tectonic plate. See 
 DP9553.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DP9553
 DP9553.The horizontal coordinates are valid at the epoch date displayed above
 DP9553.which is a decimal equivalence of Year/Month/Day.
 DP9553
 DP9553.The orthometric height was determined by differential leveling and
 DP9553.adjusted by the NATIONAL GEODETIC SURVEY
 DP9553.in August 2019.
 DP9553
 DP9553.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP9553.GEOID18 height accuracy estimate available here.
 DP9553
 DP9553.Click photographs - Photos may exist for this station.
 DP9553
 DP9553.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DP9553
 DP9553.The Laplace correction was computed from DEFLEC18 derived deflections.
 DP9553
 DP9553.The ellipsoidal height was determined by GPS observations
 DP9553.and is referenced to NAD 83.
 DP9553
 DP9553.The dynamic height is computed by dividing the NAVD 88
 DP9553.geopotential number by the normal gravity value computed on the
 DP9553.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP9553.degrees latitude (g = 980.6199 gals.).
 DP9553
 DP9553.The modeled gravity was interpolated from observed gravity values.
 DP9553
 DP9553. The following values were computed from the NAD 83(2011) position.
 DP9553
 DP9553;                    North         East     Units Scale Factor Converg.
 DP9553;SPC MN N     -   229,738.376   633,337.108   MT  0.99990829   -1 38 40.3
 DP9553;SPC MN N     -   753,733.32  2,077,873.50   sFT  0.99990829   -1 38 40.3
 DP9553;UTM  15      - 5,279,502.515   325,859.430   MT  0.99997266   -1 42 50.1
 DP9553
 DP9553!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DP9553!SPC MN N     -   0.99993469  x   0.99990829  =   0.99984298
 DP9553!UTM  15      -   0.99993469  x   0.99997266  =   0.99990735
 DP9553
 DP9553_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUN2585979502(NAD 83)
 DP9553
 DP9553                          SUPERSEDED SURVEY CONTROL
 DP9553
 DP9553.No superseded survey control is available for this station.
 DP9553
 DP9553_MARKER: I = METAL ROD
 DP9553_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DP9553_STAMPING: 1508 L 2014
 DP9553_MARK LOGO: MNDT
 DP9553_PROJECTION: RECESSED 5 CENTIMETERS
 DP9553_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DP9553_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DP9553_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP9553+SATELLITE: SATELLITE OBSERVATIONS - May 04, 2017
 DP9553_ROD/PIPE-DEPTH: 5.5 meters
 DP9553
 DP9553  HISTORY     - Date     Condition        Report By
 DP9553  HISTORY     - 20140821 MONUMENTED       MNDT
 DP9553  HISTORY     - 20170504 GOOD             MNDT
 DP9553
 DP9553                          STATION DESCRIPTION
 DP9553
 DP9553'DESCRIBED BY MN DEPT OF TRANSP 2014
 DP9553'THE STATION IS LOCATED ABOUT 8.4 MI (13.5 KM) NORTH-NORTHWEST OF
 DP9553'SHEVLIN, 6.1 MI (9.8 KM) EAST-SOUTHEAST OF CLEAR BROOK AND 2.2 MI (3.5
 DP9553'KM) WEST-SOUTHWEST OF LEONARD.
 DP9553'
 DP9553'TO REACH THE MARK GO 2.45 MI (3.9 KM) SOUTH AND WEST ALONG TRUNK
 DP9553'HIGHWAY 223 FROM THE JUNCTION OF TRUNK HIGHWAY 223 AND COUNTY ROAD 23
 DP9553'IN LEONARD, AT TRUNK HIGHWAY 223 MILE POINT 5.05.
 DP9553'
 DP9553'THE MARK IS LOCATED 56.6 FT (17.3 M) SOUTH OF TRUNK HIGHWAY 223, 15.3
 DP9553'FT (4.7 M) WEST OF A FIELD ENTRANCE, 10.0 FT (3.0 M) EAST OF A WITNESS
 DP9553'POST.
 DP9553'
 DP9553'NOTE - THE STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM
 DP9553'ROD DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION REMOVABLE
 DP9553'DISK SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH
 DP9553'PVC PIPE BACK FILLED WITH WASHED SAND.
 DP9553
 DP9553                          STATION RECOVERY (2017)
 DP9553
 DP9553'RECOVERY NOTE BY MN DEPT OF TRANSP 2017 (ALS)
 DP9553'2.4 MILES WEST-SOUTHWEST OF LEONARD, 2.45 MILES SOUTH AND WEST ALONG
 DP9553'TRUNK HIGHWAY 223 FROM THE JUNCTION OF TRUNK HIGHWAY 223 AND COUNTY
 DP9553'ROAD 23 IN LEONARD, AT TRUNK HIGHWAY 223 MILEPOINT 5.05, 56.6 FEET
 DP9553'SOUTH OF TRUNK HIGHWAY 223, 15.3 FEET WEST OF A FIELD ENTRANCE, 10.0
 DP9553'FEET EAST OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DP9554 ***********************************************************************
 DP9554  DESIGNATION -  1508 M
 DP9554  PID         -  DP9554
 DP9554  STATE/COUNTY-  MN/CLEARWATER
 DP9554  COUNTRY     -  US
 DP9554  USGS QUAD   -  LEONARD (2019)
 DP9554
 DP9554                         *CURRENT SURVEY CONTROL
 DP9554  ______________________________________________________________________
 DP9554* NAD 83(2011) POSITION- 47 38 43.10527(N) 095 17 53.87876(W)   ADJUSTED
 DP9554* NAD 83(2011) ELLIP HT-   412.784 (meters)        (12/12/18)   ADJUSTED
 DP9554* NAD 83(2011) EPOCH   -  2010.00
 DP9554* NAVD 88 ORTHO HEIGHT -   440.470 (meters)     1445.11  (feet) ADJUSTED
 DP9554  ______________________________________________________________________
 DP9554  GEOID HEIGHT    -        -27.703 (meters)                     GEOID18
 DP9554  NAD 83(2011) X  -   -397,548.629 (meters)                     COMP
 DP9554  NAD 83(2011) Y  - -4,286,827.269 (meters)                     COMP
 DP9554  NAD 83(2011) Z  -  4,690,702.188 (meters)                     COMP
 DP9554  LAPLACE CORR    -         -3.29  (seconds)                    DEFLEC18
 DP9554  DYNAMIC HEIGHT  -        440.525 (meters)     1445.29  (feet) COMP
 DP9554  MODELED GRAVITY -    980,724.3   (mgal)                       NAVD 88
 DP9554
 DP9554  VERT ORDER      -  SECOND    CLASS I
 DP9554
 DP9554  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DP9554  Standards:
 DP9554         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DP9554            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DP9554  -------------------------------------------------------------------
 DP9554  NETWORK    0.38   1.45           0.18   0.12   0.74      0.06636007
 DP9554  -------------------------------------------------------------------
 DP9554  Click here for local accuracies and other accuracy information.
 DP9554
 DP9554.The horizontal coordinates were established by GPS observations
 DP9554.and adjusted by the MN DEPT OF TRANSP in December 2018.
 DP9554
 DP9554.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DP9554.been affixed to the stable North American tectonic plate. See 
 DP9554.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DP9554
 DP9554.The horizontal coordinates are valid at the epoch date displayed above
 DP9554.which is a decimal equivalence of Year/Month/Day.
 DP9554
 DP9554.The orthometric height was determined by differential leveling and
 DP9554.adjusted by the NATIONAL GEODETIC SURVEY
 DP9554.in August 2019.
 DP9554
 DP9554.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP9554.GEOID18 height accuracy estimate available here.
 DP9554
 DP9554.Click photographs - Photos may exist for this station.
 DP9554
 DP9554.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DP9554
 DP9554.The Laplace correction was computed from DEFLEC18 derived deflections.
 DP9554
 DP9554.The ellipsoidal height was determined by GPS observations
 DP9554.and is referenced to NAD 83.
 DP9554
 DP9554.The dynamic height is computed by dividing the NAVD 88
 DP9554.geopotential number by the normal gravity value computed on the
 DP9554.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP9554.degrees latitude (g = 980.6199 gals.).
 DP9554
 DP9554.The modeled gravity was interpolated from observed gravity values.
 DP9554
 DP9554. The following values were computed from the NAD 83(2011) position.
 DP9554
 DP9554;                    North         East     Units Scale Factor Converg.
 DP9554;SPC MN N     -   229,675.515   634,867.200   MT  0.99990830   -1 37 45.9
 DP9554;SPC MN N     -   753,527.09  2,082,893.47   sFT  0.99990830   -1 37 45.9
 DP9554;UTM  15      - 5,279,437.797   327,389.538   MT  0.99996614   -1 41 55.8
 DP9554
 DP9554!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DP9554!SPC MN N     -   0.99993531  x   0.99990830  =   0.99984361
 DP9554!UTM  15      -   0.99993531  x   0.99996614  =   0.99990145
 DP9554
 DP9554_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUN2738979437(NAD 83)
 DP9554
 DP9554                          SUPERSEDED SURVEY CONTROL
 DP9554
 DP9554.No superseded survey control is available for this station.
 DP9554
 DP9554_MARKER: I = METAL ROD
 DP9554_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DP9554_STAMPING: 1508 M 2014
 DP9554_MARK LOGO: MNDT
 DP9554_PROJECTION: RECESSED 10 CENTIMETERS
 DP9554_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DP9554_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DP9554_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP9554+SATELLITE: SATELLITE OBSERVATIONS - May 04, 2017
 DP9554_ROD/PIPE-DEPTH: 5.8 meters
 DP9554
 DP9554  HISTORY     - Date     Condition        Report By
 DP9554  HISTORY     - 20140821 MONUMENTED       MNDT
 DP9554  HISTORY     - 20170504 GOOD             MNDT
 DP9554
 DP9554                          STATION DESCRIPTION
 DP9554
 DP9554'DESCRIBED BY MN DEPT OF TRANSP 2014
 DP9554'THE STATION IS LOCATED ABOUT 8.2 MI (13.2 KM) NORTH-NORTHWEST OF
 DP9554'SHEVLIN, 7.0 MI (11.3 KM) EAST-SOUTHEAST OF CLEAR BROOK AND 1.3 MI
 DP9554'(2.1 KM) WEST-SOUTHWEST OF LEONARD.
 DP9554'
 DP9554'TO REACH THE MARK GO 1.5 MI (2.4 KM) SOUTH AND WEST ALONG TRUNK
 DP9554'HIGHWAY 223 FROM THE JUNCTION OF TRUNK HIGHWAY 223 AND COUNTY ROAD 23
 DP9554'IN LEONARD, AT TRUNK HIGHWAY 223 MILE POINT 6.0.
 DP9554'
 DP9554'THE MARK IS LOCATED 69.4 FT (21.2 M) SOUTH OF TRUNK HIGHWAY 223, 40.1
 DP9554'FT (12.2 M) EAST OF DRIVEWAY NUMBERS 23033/23031, 1.5 FT (0.5 M) WEST
 DP9554'OF A WITNESS POST.
 DP9554'
 DP9554'NOTE - THE STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM
 DP9554'ROD DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION REMOVABLE
 DP9554'DISK SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH
 DP9554'PVC PIPE BACK FILLED WITH WASHED SAND.
 DP9554
 DP9554                          STATION RECOVERY (2017)
 DP9554
 DP9554'RECOVERY NOTE BY MN DEPT OF TRANSP 2017 (ALS)
 DP9554'1.4 MILES SOUTHWEST OF LEONARD, 1.5 MILES SOUTH AND WEST ALONG TRUNK
 DP9554'HIGHWAY 223 FROM THE JUNCTION OF TRUNK HIGHWAY 223 AND COUNTY ROAD 23
 DP9554'IN LEONARD, AT TRUNK HIGHWAY 223 MILEPOINT 6.0, 69.4 FEET SOUTH OF
 DP9554'TRUNK HIGHWAY 223, 40.1 FEET EAST OF DRIVEWAY NUMBERS 23033/23031, 1.5
 DP9554'FEET WEST OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DF5916 ***********************************************************************
 DF5916  HT_MOD      -  This is a Height Modernization Survey Station.
 DF5916  DESIGNATION -  16
 DF5916  PID         -  DF5916
 DF5916  STATE/COUNTY-  MN/PINE
 DF5916  COUNTRY     -  US
 DF5916  USGS QUAD   -  BEROUN (2019)
 DF5916
 DF5916                         *CURRENT SURVEY CONTROL
 DF5916  ______________________________________________________________________
 DF5916* NAD 83(2011) POSITION- 45 54 12.87052(N) 092 54 11.53531(W)   ADJUSTED
 DF5916* NAD 83(2011) ELLIP HT-   268.774 (meters)        (06/27/12)   ADJUSTED
 DF5916* NAD 83(2011) EPOCH   -  2010.00
 DF5916* NAVD 88 ORTHO HEIGHT -   296.20  (meters)      971.8   (feet) GPS OBS
 DF5916  ______________________________________________________________________
 DF5916  NAVD 88 orthometric height was determined with geoid model    GEOID09
 DF5916  GEOID HEIGHT    -        -27.389 (meters)                     GEOID09
 DF5916  GEOID HEIGHT    -        -27.404 (meters)                     GEOID18
 DF5916  NAD 83(2011) X  -   -225,195.196 (meters)                     COMP
 DF5916  NAD 83(2011) Y  - -4,440,503.913 (meters)                     COMP
 DF5916  NAD 83(2011) Z  -  4,557,988.971 (meters)                     COMP
 DF5916  LAPLACE CORR    -          9.87  (seconds)                    DEFLEC18
 DF5916
 DF5916  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DF5916  Standards:
 DF5916         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DF5916            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DF5916  -------------------------------------------------------------------
 DF5916  NETWORK    0.29   0.37           0.13   0.10   0.19     -0.03206266
 DF5916  -------------------------------------------------------------------
 DF5916  Click here for local accuracies and other accuracy information.
 DF5916
 DF5916.The horizontal coordinates were established by GPS observations
 DF5916.and adjusted by the National Geodetic Survey in June 2012.
 DF5916
 DF5916.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DF5916.been affixed to the stable North American tectonic plate. See 
 DF5916.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DF5916
 DF5916.The horizontal coordinates are valid at the epoch date displayed above
 DF5916.which is a decimal equivalence of Year/Month/Day.
 DF5916
 DF5916.The orthometric height was determined by GPS observations and a
 DF5916.high-resolution geoid model using precise GPS observation and
 DF5916.processing techniques.
 DF5916
 DF5916.Significant digits in the geoid height do not necessarily reflect accuracy.
 DF5916.GEOID18 height accuracy estimate available here.
 DF5916
 DF5916.Click photographs - Photos may exist for this station.
 DF5916
 DF5916.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DF5916
 DF5916.The Laplace correction was computed from DEFLEC18 derived deflections.
 DF5916
 DF5916.The ellipsoidal height was determined by GPS observations
 DF5916.and is referenced to NAD 83.
 DF5916
 DF5916. The following values were computed from the NAD 83(2011) position.
 DF5916
 DF5916;                    North         East     Units Scale Factor Converg.
 DF5916;SPC MN C     -   201,317.370   904,498.076   MT  0.99995019   +0 58 27.3
 DF5916;SPC MN C     -   660,488.74  2,967,507.44   sFT  0.99995019   +0 58 27.3
 DF5916;UTM  15      - 5,083,338.675   507,508.127   MT  0.99960069   +0 04 10.3
 DF5916
 DF5916!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF5916!SPC MN C     -   0.99995787  x   0.99995019  =   0.99990806
 DF5916!UTM  15      -   0.99995787  x   0.99960069  =   0.99955857
 DF5916
 DF5916_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWL0750883338(NAD 83)
 DF5916
 DF5916                          SUPERSEDED SURVEY CONTROL
 DF5916
 DF5916  NAD 83(2007)-  45 54 12.87046(N)    092 54 11.53619(W) AD(2002.00) 0
 DF5916  ELLIP H (02/10/07)  268.799  (m)                       GP(2002.00)    
 DF5916  NAD 83(1996)-  45 54 12.87035(N)    092 54 11.53560(W) AD(       ) 1
 DF5916  ELLIP H (05/27/03)  268.847  (m)                       GP(       ) 3 1
 DF5916  NAVD 88 (05/27/03)  296.2    (m)  GEOID99  model used  GPS OBS        
 DF5916
 DF5916.Superseded values are not recommended for survey control.
 DF5916
 DF5916.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF5916.See file dsdata.pdf to determine how the superseded data were derived.
 DF5916
 DF5916_MARKER: DH = HORIZONTAL CONTROL DISK
 DF5916_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF5916_STAMPING: NO 16
 DF5916_MARK LOGO: MN-115
 DF5916_PROJECTION: FLUSH
 DF5916_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DF5916_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DF5916+STABILITY: SURFACE MOTION
 DF5916_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF5916+SATELLITE: SATELLITE OBSERVATIONS - May 04, 2020
 DF5916
 DF5916  HISTORY     - Date     Condition        Report By
 DF5916  HISTORY     - 19991101 MONUMENTED       MN-115
 DF5916  HISTORY     - 20071017 GOOD             MNDT
 DF5916  HISTORY     - 20100426 GOOD             MNDT
 DF5916  HISTORY     - 20200504 GOOD             MNDT
 DF5916
 DF5916                          STATION DESCRIPTION
 DF5916
 DF5916'DESCRIBED BY PINE COUNTY MINNESOTA 1999 (MBR)
 DF5916'3 MI (4.8 KM) EAST OF BEROUN, 2.75 MI (4.43 KM) EAST ALONG CO RD 14
 DF5916'FROM JCT OF CO RD 61, 0.25 MI (0.40 KM) WEST OF THE SE COR OF SECTION
 DF5916'36, 44 FT (13.4 M) NORTH OF CO RD 14, 2 FT (0.6 M) EAST OF FENCE, 2 FT
 DF5916'(0.6 M) SOUTH OF WIT POST.
 DF5916
 DF5916                          STATION RECOVERY (2007)
 DF5916
 DF5916'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (DAS)
 DF5916'RECOVERED AS DESCRIBED.
 DF5916
 DF5916                          STATION RECOVERY (2010)
 DF5916
 DF5916'RECOVERY NOTE BY MN DEPT OF TRANSP 2010 (MPP)
 DF5916'THE MARK WAS RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.
 DF5916'THE MARK IS 3.0 MILES EAST OF BEROUN, 2.75 MILES EAST ALONG COUNTY
 DF5916'ROAD 14 FROM JUNCTION OF COUNTY ROAD 14 AND COUNTY ROAD 61 AT BEROUN,
 DF5916'0.25 MILE WEST OF THE SOUTHEAST CORNER OF SECTION 36, 44.0 FEET NORTH
 DF5916'OF COUNTY ROAD 14, 2.0 FEET EAST OF FENCE, 2.0 FEET SOUTH OF WITNESS
 DF5916'POST.
 DF5916
 DF5916                          STATION RECOVERY (2020)
 DF5916
 DF5916'RECOVERY NOTE BY MN DEPT OF TRANSP 2020 (TJD)
 DF5916'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DF8705 ***********************************************************************
 DF8705  DESIGNATION -  16
 DF8705  PID         -  DF8705
 DF8705  STATE/COUNTY-  MN/KANABEC
 DF8705  COUNTRY     -  US
 DF8705  USGS QUAD   -  MORA SOUTH (2019)
 DF8705
 DF8705                         *CURRENT SURVEY CONTROL
 DF8705  ______________________________________________________________________
 DF8705* NAD 83(2011) POSITION- 45 51 13.90477(N) 093 19 54.52713(W)   ADJUSTED
 DF8705* NAD 83(2011) ELLIP HT-   275.271 (meters)        (06/27/12)   ADJUSTED
 DF8705* NAD 83(2011) EPOCH   -  2010.00
 DF8705* NAVD 88 ORTHO HEIGHT -   303.088 (meters)      994.38  (feet) ADJUSTED
 DF8705  ______________________________________________________________________
 DF8705  GEOID HEIGHT    -        -27.816 (meters)                     GEOID18
 DF8705  NAD 83(2011) X  -   -258,637.181 (meters)                     COMP
 DF8705  NAD 83(2011) Y  - -4,442,659.650 (meters)                     COMP
 DF8705  NAD 83(2011) Z  -  4,554,146.720 (meters)                     COMP
 DF8705  LAPLACE CORR    -         -4.16  (seconds)                    DEFLEC18
 DF8705  DYNAMIC HEIGHT  -        303.087 (meters)      994.38  (feet) COMP
 DF8705  MODELED GRAVITY -    980,603.4   (mgal)                       NAVD 88
 DF8705
 DF8705  VERT ORDER      -  SECOND    CLASS I
 DF8705
 DF8705  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DF8705  Standards:
 DF8705         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DF8705            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DF8705  -------------------------------------------------------------------
 DF8705  NETWORK    0.33   0.47           0.15   0.11   0.24     -0.03295998
 DF8705  -------------------------------------------------------------------
 DF8705  Click here for local accuracies and other accuracy information.
 DF8705
 DF8705.The horizontal coordinates were established by GPS observations
 DF8705.and adjusted by the National Geodetic Survey in June 2012.
 DF8705
 DF8705.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DF8705.been affixed to the stable North American tectonic plate. See 
 DF8705.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DF8705
 DF8705.The horizontal coordinates are valid at the epoch date displayed above
 DF8705.which is a decimal equivalence of Year/Month/Day.
 DF8705
 DF8705.The orthometric height was determined by differential leveling and
 DF8705.adjusted by the NATIONAL GEODETIC SURVEY
 DF8705.in October 2012.
 DF8705
 DF8705.Significant digits in the geoid height do not necessarily reflect accuracy.
 DF8705.GEOID18 height accuracy estimate available here.
 DF8705
 DF8705.Click photographs - Photos may exist for this station.
 DF8705
 DF8705.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DF8705
 DF8705.The Laplace correction was computed from DEFLEC18 derived deflections.
 DF8705
 DF8705.The ellipsoidal height was determined by GPS observations
 DF8705.and is referenced to NAD 83.
 DF8705
 DF8705.The dynamic height is computed by dividing the NAVD 88
 DF8705.geopotential number by the normal gravity value computed on the
 DF8705.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DF8705.degrees latitude (g = 980.6199 gals.).
 DF8705
 DF8705.The modeled gravity was interpolated from observed gravity values.
 DF8705
 DF8705. The following values were computed from the NAD 83(2011) position.
 DF8705
 DF8705;                    North         East     Units Scale Factor Converg.
 DF8705;SPC MN C     -   195,316.975   871,308.143   MT  0.99995705   +0 39 51.1
 DF8705;SPC MN C     -   640,802.44  2,858,616.80   sFT  0.99995705   +0 39 51.1
 DF8705;UTM  15      - 5,077,864.340   474,239.392   MT  0.99960816   -0 14 17.2
 DF8705
 DF8705!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF8705!SPC MN C     -   0.99995685  x   0.99995705  =   0.99991390
 DF8705!UTM  15      -   0.99995685  x   0.99960816  =   0.99956502
 DF8705
 DF8705_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL7423977864(NAD 83)
 DF8705
 DF8705                          SUPERSEDED SURVEY CONTROL
 DF8705
 DF8705  NAD 83(2007)-  45 51 13.90478(N)    093 19 54.52784(W) AD(2002.00) 0
 DF8705  ELLIP H (02/10/07)  275.300  (m)                       GP(2002.00)    
 DF8705  NAD 83(1996)-  45 51 13.90456(N)    093 19 54.52743(W) AD(       ) 1
 DF8705  ELLIP H (10/22/03)  275.337  (m)                       GP(       ) 3 2
 DF8705  NAVD 88             303.09   (m)          994.4    (f) LEVELING    3  
 DF8705  NAVD 88 (10/22/03)  303.1    (m)  GEOID99  model used  GPS OBS        
 DF8705
 DF8705.Superseded values are not recommended for survey control.
 DF8705
 DF8705.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF8705.See file dsdata.pdf to determine how the superseded data were derived.
 DF8705
 DF8705_MARKER: DD = SURVEY DISK
 DF8705_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF8705_STAMPING: 16
 DF8705_MARK LOGO: MN-065
 DF8705_PROJECTION: FLUSH
 DF8705_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DF8705_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DF8705+STABILITY: SURFACE MOTION
 DF8705_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF8705+SATELLITE: SATELLITE OBSERVATIONS - June 24, 2024
 DF8705
 DF8705  HISTORY     - Date     Condition        Report By
 DF8705  HISTORY     - 20011102 MONUMENTED       MN-065
 DF8705  HISTORY     - 20050430 GOOD             USPSQD
 DF8705  HISTORY     - 20061129 GOOD             MNDT
 DF8705  HISTORY     - 20100422 GOOD             MNDT
 DF8705  HISTORY     - 20170606 GOOD             MNDT
 DF8705  HISTORY     - 20200517 GOOD             MNDT
 DF8705  HISTORY     - 20240624 GOOD             MNDT
 DF8705
 DF8705                          STATION DESCRIPTION
 DF8705
 DF8705'DESCRIBED BY KANABEC COUNTY MINNESOTA 2001 (MPP)
 DF8705'2 MI (3.2 KM) SW OF MORA, 1.75 MI (2.82 KM) WEST ALONG TH 23 FROM JCT
 DF8705'OF TH 23 AND TH 65 (1.5 MI SOUTH OF MORA) , AT TH 23 MP 252.85, 71.5
 DF8705'FT (21.8 M) NORTH OF CENTER OF TH 23, 26 FT (7.9 M) EAST OF CENTER OF
 DF8705'DRIVEWAY, 4 FT (1.2 M) SOUTH OF CORNER FENCE POST, 2 FT (0.6 M) SOUTH
 DF8705'OF WIT POST, FLUSH, MAGNETIC.
 DF8705
 DF8705                          STATION RECOVERY (2005)
 DF8705
 DF8705'RECOVERY NOTE BY US POWER SQUADRON 2005 (JRD)
 DF8705'MARK RECOVERED IN GOOD CONDITION AS DESCRIBED SOUTH OF THE MCVAY FARMS
 DF8705'FENCE. SPSPS, JRD
 DF8705
 DF8705                          STATION RECOVERY (2006)
 DF8705
 DF8705'RECOVERY NOTE BY MN DEPT OF TRANSP 2006 (MAS)
 DF8705'THE STATION IS LOCATED ABOUT 8.8 MI (14.2 KM) WEST-SOUTHWEST OF
 DF8705'QUAMBA, 4.8 MI (7.7 KM) EAST-NORTHEAST OF OGILVIE AND 2.4 MI (3.9 KM)
 DF8705'SOUTHWEST OF MORA.
 DF8705'
 DF8705'THE MARK IS 2.0 MI (3.2 KM) SOUTHWEST OF MORA, 1.75 MI (2.8 KM) WEST
 DF8705'ALONG TRUNK HIGHWAY 23 FROM THE JUNCTION OF TRUNK HIGHWAY 23 AND TRUNK
 DF8705'HIGHWAY 65 AT TRUNK HIGHWAY 23 MILE POINT 252.85.
 DF8705'
 DF8705'IT IS 71.5 FT (21.8 M) NORTH OF CENTER LINE OF TRUNK HIGHWAY 23, 26.0
 DF8705'FT (7.9 M) EAST OF CENTER LINE OF DRIVEWAY, 4.0 FT (1.2 M) SOUTH OF
 DF8705'CORNER FENCE POST, 2.0 FT (0.6 M) SOUTH OF A WITNESS POST.
 DF8705
 DF8705                          STATION RECOVERY (2010)
 DF8705
 DF8705'RECOVERY NOTE BY MN DEPT OF TRANSP 2010 (KMS)
 DF8705'THE MARK WAS RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.
 DF8705'THE MARK IS 2.0 MILES SOUTHWEST OF MORA, 1.75 MILES WEST ALONG TRUNK
 DF8705'HIGHWAY 23 FROM JUNCTION OF TRUNK HIGHWAY 23 AND TRUNK HIGHWAY 65 (1.5
 DF8705'MILES SOUTH OF MORA), AT TRUNK HIGHWAY 23 MILEPOINT 252.85, 71.5 FEET
 DF8705'NORTH OF CENTERLINE OF TRUNK HIGHWAY 23, 26.0 FEET EAST OF CENTERLINE
 DF8705'OF DRIVEWAY, 4.0 FEET SOUTH OF CORNER FENCE POST, 2.0 FEET SOUTH OF
 DF8705'WITNESS POST.
 DF8705
 DF8705                          STATION RECOVERY (2017)
 DF8705
 DF8705'RECOVERY NOTE BY MN DEPT OF TRANSP 2017 (MAS)
 DF8705'2.0 MI (3.2 KM) SOUTHWEST OF MORA, 1.75 MI (2.82 KM) WEST ALONG TRUNK
 DF8705'HIGHWAY 23 FROM THE JUNCTION OF TRUNK HIGHWAY 23 AND TRUNK HIGHWAY 65
 DF8705'(THE JUNCTION IS 1.5 MI (2.4 KM) SOUTH OF MORA), AT TRUNK HIGHWAY 23
 DF8705'MILE POINT 252.85, 71.5 FT (21.8 M) NORTH OF TRUNK HIGHWAY 23, 26.0 FT
 DF8705'(7.9 M) EAST OF A DRIVEWAY, 4.0 FT (1.2 M) SOUTH OF A FENCE LINE, 2.0
 DF8705'FT (0.6 M) SOUTH OF A WITNESS POST.
 DF8705
 DF8705                          STATION RECOVERY (2020)
 DF8705
 DF8705'RECOVERY NOTE BY MN DEPT OF TRANSP 2020 (TJD)
 DF8705'RECOVERED IN GOOD CONDITION.
 DF8705
 DF8705                          STATION RECOVERY (2024)
 DF8705
 DF8705'RECOVERY NOTE BY MN DEPT OF TRANSP 2024 (MPP)
 DF8705'2.0 MILES SOUTHWEST OF MORA, 1.75 MILES WEST ALONG TRUNK HIGHWAY 23
 DF8705'FROM THE JUNCTION OF TRUNK HIGHWAY 23 AND TRUNK HIGHWAY 65 (THE
 DF8705'JUNCTION IS 1.5 MILES SOUTH OF MORA), AT TRUNK HIGHWAY 23 MILEPOINT
 DF8705'252.85, 71.5 FEET NORTH OF TRUNK HIGHWAY 23, 26.0 FEET EAST OF A
 DF8705'DRIVEWAY, 4.0 FEET SOUTH OF A FENCE LINE, 2.0 FEET SOUTH OF A WITNESS
 DF8705'POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 ON0308 ***********************************************************************
 ON0308  DESIGNATION -  16 1 CHISELED SQUARE
 ON0308  PID         -  ON0308
 ON0308  STATE/COUNTY-  MN/HOUSTON
 ON0308  COUNTRY     -  US
 ON0308  USGS QUAD   -  LA CRESCENT (2019)
 ON0308
 ON0308                         *CURRENT SURVEY CONTROL
 ON0308  ______________________________________________________________________
 ON0308* NAD 83(1986) POSITION- 43 47 53.     (N) 091 18 02.     (W)   SCALED
 ON0308* NAVD 88 ORTHO HEIGHT -   196.243 (meters)      643.84  (feet) ADJUSTED
 ON0308  ______________________________________________________________________
 ON0308  GEOID HEIGHT    -        -31.569 (meters)                     GEOID18
 ON0308  DYNAMIC HEIGHT  -        196.209 (meters)      643.73  (feet) COMP
 ON0308  MODELED GRAVITY -    980,440.3   (mgal)                       NAVD 88
 ON0308
 ON0308  VERT ORDER      -  SECOND    CLASS 0
 ON0308
 ON0308.The horizontal coordinates were scaled from a map and have
 ON0308.an estimated accuracy of +/- 6 seconds.
 ON0308
 ON0308.The orthometric height was determined by differential leveling and
 ON0308.adjusted by the NATIONAL GEODETIC SURVEY
 ON0308.in June 1991.
 ON0308
 ON0308.Significant digits in the geoid height do not necessarily reflect accuracy.
 ON0308.GEOID18 height accuracy estimate available here.
 ON0308
 ON0308.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXJ367508(NAD 83)
 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
 ON0308.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ON0308.See file dsdata.pdf to determine how the superseded data were derived.
 ON0308
 ON0308_MARKER: Q = CHISELED SQUARE
 ON0308_SETTING: 17 = SET INTO TOP OF 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 = MARCH 21, 2026 06:05:54 EDT
 QP0689 ***********************************************************************
 QP0689  DESIGNATION -  16 4
 QP0689  PID         -  QP0689
 QP0689  STATE/COUNTY-  MN/KANDIYOHI
 QP0689  COUNTRY     -  US
 QP0689  USGS QUAD   -  WILLMAR (2019)
 QP0689
 QP0689                         *CURRENT SURVEY CONTROL
 QP0689  ______________________________________________________________________
 QP0689* NAD 83(1986) POSITION- 45 07 21.26   (N) 095 03 59.17   (W)   HD_HELD1
 QP0689* NAVD 88 ORTHO HEIGHT -   345.939 (meters)     1134.97  (feet) ADJUSTED
 QP0689  ______________________________________________________________________
 QP0689  GEOID HEIGHT    -        -26.758 (meters)                     GEOID18
 QP0689  DYNAMIC HEIGHT  -        345.914 (meters)     1134.89  (feet) COMP
 QP0689  MODELED GRAVITY -    980,535.9   (mgal)                       NAVD 88
 QP0689
 QP0689  VERT ORDER      -  SECOND    CLASS I
 QP0689
 QP0689.The horizontal coordinates were determined by differentially corrected
 QP0689.hand held GPS observations or other comparable positioning techniques
 QP0689.and have an estimated accuracy of +/- 3 meters.
 QP0689
 QP0689.The orthometric height was determined by differential leveling and
 QP0689.adjusted by the NATIONAL GEODETIC SURVEY
 QP0689.in February 2018.
 QP0689
 QP0689.Significant digits in the geoid height do not necessarily reflect accuracy.
 QP0689.GEOID18 height accuracy estimate available here.
 QP0689
 QP0689.Click photographs - Photos may exist for this station.
 QP0689
 QP0689.The dynamic height is computed by dividing the NAVD 88
 QP0689.geopotential number by the normal gravity value computed on the
 QP0689.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QP0689.degrees latitude (g = 980.6199 gals.).
 QP0689
 QP0689.The modeled gravity was interpolated from observed gravity values.
 QP0689
 QP0689;                    North         East    Units  Estimated Accuracy
 QP0689;SPC MN S     -   336,395.5     716,098.4     MT  (+/- 3 meters HH1 GPS) 
 QP0689
 QP0689_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUK3748098643(NAD 83)
 QP0689
 QP0689                          SUPERSEDED SURVEY CONTROL
 QP0689
 QP0689  NAVD 88 (06/15/91)  345.927  (m)         1134.93   (f) SUPERSEDED  2 0
 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
 QP0689.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QP0689.See file dsdata.pdf to determine how the superseded data were derived.
 QP0689
 QP0689_MARKER: DB = BENCH MARK DISK
 QP0689_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 QP0689_STAMPING: 16-4 1973
 QP0689_MARK LOGO: MNHD
 QP0689_PROJECTION: RECESSED 5 CENTIMETERS
 QP0689_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 QP0689_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QP0689_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 QP0689+SATELLITE: SATELLITE OBSERVATIONS - May 04, 2016
 QP0689
 QP0689  HISTORY     - Date     Condition        Report By
 QP0689  HISTORY     - 19730401 MONUMENTED       MNHD
 QP0689  HISTORY     - 1986     GOOD             USPSQD
 QP0689  HISTORY     - 20130723 GOOD             MNDT
 QP0689  HISTORY     - 20160504 GOOD             MNDT
 QP0689
 QP0689                          STATION DESCRIPTION
 QP0689
 QP0689'DESCRIBED BY MN HIGHWAY DEPT 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.
 QP0689
 QP0689                          STATION RECOVERY (2013)
 QP0689
 QP0689'RECOVERY NOTE BY MN DEPT OF TRANSP 2013 (DAS)
 QP0689'IN WILLMAR, 0.8 MI (1.3 KM) WEST ALONG TRUNK HIGHWAY 12  FROM THE
 QP0689'JUNCTION OF TRUNK HIGHWAY 12 AND SEVENTH STREET SOUTHWEST, THEN 0.1 MI
 QP0689'(0.2 KM) NORTH ALONG 19TH STREET NORTHWEST, THEN 331 FT (100.9 M) EAST
 QP0689'ALONG GORTON AVENUE NORTHWEST, 46.4 FT (14.1 M) NORTH OF GORTON
 QP0689'AVENUE, 72.9 FT (22.2 M) SOUTHEAST OF THE NORTHEAST CORNER OF GARAGE,
 QP0689'40.2 FT (12.3 M) SOUTHEAST OF THE SOUTHEAST CORNER OF HOUSE 301, 21.0
 QP0689'FT (6.4 M) WEST OF 17TH STREET NORTH, 20.6 FT (6.3 M) SOUTHEAST OF
 QP0689'HYDRANT, 4.5 FT (1.4 M) NORTH OF POWER POLE.  LIGHT POLE AND TREES MAY
 QP0689'BLOCK GPS.
 QP0689
 QP0689                          STATION RECOVERY (2016)
 QP0689
 QP0689'RECOVERY NOTE BY MN DEPT OF TRANSP 2016 (JL)
 QP0689'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DH6129 ***********************************************************************
 DH6129  DESIGNATION -  16 CDL
 DH6129  PID         -  DH6129
 DH6129  STATE/COUNTY-  MN/MAHNOMEN
 DH6129  COUNTRY     -  US
 DH6129  USGS QUAD   -  NORTH TWIN LAKE (2019)
 DH6129
 DH6129                         *CURRENT SURVEY CONTROL
 DH6129  ______________________________________________________________________
 DH6129* NAD 83(2011) POSITION- 47 15 05.59339(N) 095 37 41.11696(W)   ADJUSTED
 DH6129* NAD 83(2011) ELLIP HT-   414.987 (meters)        (06/27/12)   ADJUSTED
 DH6129* NAD 83(2011) EPOCH   -  2010.00
 DH6129* NAVD 88 ORTHO HEIGHT -   442.258 (meters)     1450.97  (feet) ADJUSTED
 DH6129  ______________________________________________________________________
 DH6129  GEOID HEIGHT    -        -27.256 (meters)                     GEOID18
 DH6129  NAD 83(2011) X  -   -425,379.497 (meters)                     COMP
 DH6129  NAD 83(2011) Y  - -4,316,565.467 (meters)                     COMP
 DH6129  NAD 83(2011) Z  -  4,661,097.374 (meters)                     COMP
 DH6129  LAPLACE CORR    -          0.18  (seconds)                    DEFLEC18
 DH6129  DYNAMIC HEIGHT  -        442.290 (meters)     1451.08  (feet) COMP
 DH6129  MODELED GRAVITY -    980,670.6   (mgal)                       NAVD 88
 DH6129
 DH6129  VERT ORDER      -  THIRD
 DH6129
 DH6129  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DH6129  Standards:
 DH6129         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DH6129            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DH6129  -------------------------------------------------------------------
 DH6129  NETWORK    1.06   0.90           0.49   0.35   0.46     -0.05081022
 DH6129  -------------------------------------------------------------------
 DH6129  Click here for local accuracies and other accuracy information.
 DH6129
 DH6129.The horizontal coordinates were established by GPS observations
 DH6129.and adjusted by the National Geodetic Survey in June 2012.
 DH6129
 DH6129.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DH6129.been affixed to the stable North American tectonic plate. See 
 DH6129.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DH6129
 DH6129.The horizontal coordinates are valid at the epoch date displayed above
 DH6129.which is a decimal equivalence of Year/Month/Day.
 DH6129
 DH6129.The orthometric height was determined by differential leveling and
 DH6129.adjusted by the NATIONAL GEODETIC SURVEY
 DH6129.in May 2009.
 DH6129
 DH6129.Significant digits in the geoid height do not necessarily reflect accuracy.
 DH6129.GEOID18 height accuracy estimate available here.
 DH6129
 DH6129.Click photographs - Photos may exist for this station.
 DH6129
 DH6129.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH6129
 DH6129.The Laplace correction was computed from DEFLEC18 derived deflections.
 DH6129
 DH6129.The ellipsoidal height was determined by GPS observations
 DH6129.and is referenced to NAD 83.
 DH6129
 DH6129.The dynamic height is computed by dividing the NAVD 88
 DH6129.geopotential number by the normal gravity value computed on the
 DH6129.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH6129.degrees latitude (g = 980.6199 gals.).
 DH6129
 DH6129.The modeled gravity was interpolated from observed gravity values.
 DH6129
 DH6129. The following values were computed from the NAD 83(2011) position.
 DH6129
 DH6129;                    North         East     Units Scale Factor Converg.
 DH6129;SPC MN N     -   186,682.121   608,670.888   MT  0.99995438   -1 52 25.9
 DH6129;SPC MN N     -   612,472.93  1,996,947.74   sFT  0.99995438   -1 52 25.9
 DH6129;UTM  15      - 5,236,469.194   301,143.191   MT  1.00008601   -1 55 50.0
 DH6129
 DH6129!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH6129!SPC MN N     -   0.99993496  x   0.99995438  =   0.99988934
 DH6129!UTM  15      -   0.99993496  x   1.00008601  =   1.00002096
 DH6129
 DH6129_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUN0114336469(NAD 83)
 DH6129
 DH6129                          SUPERSEDED SURVEY CONTROL
 DH6129
 DH6129  NAD 83(1996)-  47 15 05.59301(N)    095 37 41.11767(W) AD(       ) 1
 DH6129  ELLIP H (03/06/08)  415.030  (m)                       GP(       ) 3 1
 DH6129  NAD 83(2007)-  47 15 05.59330(N)    095 37 41.11781(W) AD(2002.00) 1
 DH6129  ELLIP H (02/07/08)  415.016  (m)                       GP(2002.00) 3 1
 DH6129  NAVD 88 (03/06/08)  442.2    (m)  GEOID03  model used  GPS OBS        
 DH6129
 DH6129.Superseded values are not recommended for survey control.
 DH6129
 DH6129.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH6129.See file dsdata.pdf to determine how the superseded data were derived.
 DH6129
 DH6129_MARKER: DD = SURVEY DISK
 DH6129_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 DH6129_STAMPING: 16 CDL 1967
 DH6129_MARK LOGO: USGS
 DH6129_PROJECTION: FLUSH
 DH6129_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DH6129_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DH6129_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DH6129+SATELLITE: SATELLITE OBSERVATIONS - August 21, 2013
 DH6129_ROD/PIPE-DEPTH: 3.0 meters
 DH6129
 DH6129  HISTORY     - Date     Condition        Report By
 DH6129  HISTORY     - 19670401 MONUMENTED       USGS
 DH6129  HISTORY     - 20061128 GOOD             MNDT
 DH6129  HISTORY     - 20130821 GOOD             MNDT
 DH6129
 DH6129                          STATION DESCRIPTION
 DH6129
 DH6129'DESCRIBED BY US GEOLOGICAL SURVEY 1967 (CDL)
 DH6129'NAYTAHWAUSH, 0.8 MI. SOUTH OF, T144N, R39W, NEAR THE QUARTER
 DH6129'CORNER BETWEEN SECTIONS 28 AND 33, 221 FT. SW., 88 FT. EAST OF AND 2.5
 DH6129'FT. LOWER THAN CENTER OF RD. AT PRIVATE DRIVE EAST TO KOHLAR TAVERN,
 DH6129'1.5 FT. SOUTH OF A WITNESS POST AND 2.0 FT. WEST OF A TELEPHONE POLE,
 DH6129'ON TOP OF A 1/2 INCH COPPER COATED STEEL ROD, DRIVEN 10 FT. INTO THE
 DH6129'GROUND, A STANDARD TABLET STAMPED 16 CDL 1967, TABLET IS SET FLUSH
 DH6129'WITH THE GROUND AND SURROUNDED BY A 6 INCH TILE.
 DH6129
 DH6129                          STATION RECOVERY (2006)
 DH6129
 DH6129'RECOVERY NOTE BY MN DEPT OF TRANSP 2006 (MPP)
 DH6129'1 MILE SOUTH ALONG COUNTY ROAD 4 FROM THE JUNCTION OF COUNTY ROAD 4
 DH6129'AND WHITE EARTH ROUTE 7, 0.4 MILE NORTHEAST OF TWIN LAKES, 221 FEET
 DH6129'SOUTHWEST OF ENTRANCE, 85 FEET SOUTHEAST OF COUNTY ROAD 4, 14.6 FEET
 DH6129'SOUTH-SOUTHWEST OF POWER POLE, 1 FT NORTHEAST OF WITNESS POST.  COPPER
 DH6129'CLAD ROD AND DISK, ROD DEPTH IS UNKNOWN.
 DH6129
 DH6129                          STATION RECOVERY (2013)
 DH6129
 DH6129'RECOVERY NOTE BY MN DEPT OF TRANSP 2013 (DAS)
 DH6129'0.7 MI (1.1 KM) SOUTH-SOUTHWEST OF NAYTAHWAUSH, 1.0 MI (1.6 KM) SOUTH
 DH6129'ALONG COUNTY ROAD 4  FROM THE JUNCTION OF COUNTY ROAD 4 AND WHITE
 DH6129'EARTH ROUTE 7, 0.6 MI (1.0 KM) NORTHEAST OF SOUTH TWIN LAKE, 0.14 MI
 DH6129'(0.2 KM) SOUTHEAST OF NORTH TWIN LAKE, 221 FT (67.4 M) SOUTHWEST OF
 DH6129'ENTRANCE, 85 FT (25.9 M) SOUTHEAST OF COUNTY ROAD 4, 14.6 FT (4.5 M)
 DH6129'SOUTH-SOUTHWEST OF POWER POLE, 1 FT (0.3 M) NORTHEAST OF A WITNESS
 DH6129'POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 SK0698 ***********************************************************************
 SK0698  DESIGNATION -  16 CER
 SK0698  PID         -  SK0698
 SK0698  STATE/COUNTY-  MN/CLEARWATER
 SK0698  COUNTRY     -  US
 SK0698  USGS QUAD   -  CLEARBROOK (2019)
 SK0698
 SK0698                         *CURRENT SURVEY CONTROL
 SK0698  ______________________________________________________________________
 SK0698* NAD 83(2011) POSITION- 47 43 46.04290(N) 095 29 43.20140(W)   ADJUSTED
 SK0698* NAD 83(2011) ELLIP HT-   364.108 (meters)        (06/27/12)   ADJUSTED
 SK0698* NAD 83(2011) EPOCH   -  2010.00
 SK0698* NAVD 88 ORTHO HEIGHT -   391.648 (meters)     1284.93  (feet) ADJUSTED
 SK0698  ______________________________________________________________________
 SK0698  GEOID HEIGHT    -        -27.535 (meters)                     GEOID18
 SK0698  NAD 83(2011) X  -   -411,622.449 (meters)                     COMP
 SK0698  NAD 83(2011) Y  - -4,278,514.897 (meters)                     COMP
 SK0698  NAD 83(2011) Z  -  4,696,964.859 (meters)                     COMP
 SK0698  LAPLACE CORR    -         -3.78  (seconds)                    DEFLEC18
 SK0698  DYNAMIC HEIGHT  -        391.705 (meters)     1285.12  (feet) COMP
 SK0698  MODELED GRAVITY -    980,747.5   (mgal)                       NAVD 88
 SK0698
 SK0698  VERT ORDER      -  SECOND    CLASS I
 SK0698
 SK0698  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 SK0698  Standards:
 SK0698         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 SK0698            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 SK0698  -------------------------------------------------------------------
 SK0698  NETWORK    0.45   0.51           0.21   0.14   0.26     -0.02341455
 SK0698  -------------------------------------------------------------------
 SK0698  Click here for local accuracies and other accuracy information.
 SK0698
 SK0698.The horizontal coordinates were established by GPS observations
 SK0698.and adjusted by the National Geodetic Survey in June 2012.
 SK0698
 SK0698.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 SK0698.been affixed to the stable North American tectonic plate. See 
 SK0698.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 SK0698
 SK0698.The horizontal coordinates are valid at the epoch date displayed above
 SK0698.which is a decimal equivalence of Year/Month/Day.
 SK0698
 SK0698.The orthometric height was determined by differential leveling and
 SK0698.adjusted by the NATIONAL GEODETIC SURVEY
 SK0698.in August 2019.
 SK0698
 SK0698.Significant digits in the geoid height do not necessarily reflect accuracy.
 SK0698.GEOID18 height accuracy estimate available here.
 SK0698
 SK0698.Click photographs - Photos may exist for this station.
 SK0698
 SK0698.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 SK0698
 SK0698.The Laplace correction was computed from DEFLEC18 derived deflections.
 SK0698
 SK0698.The ellipsoidal height was determined by GPS observations
 SK0698.and is referenced to NAD 83.
 SK0698
 SK0698.The dynamic height is computed by dividing the NAVD 88
 SK0698.geopotential number by the normal gravity value computed on the
 SK0698.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SK0698.degrees latitude (g = 980.6199 gals.).
 SK0698
 SK0698.The modeled gravity was interpolated from observed gravity values.
 SK0698
 SK0698. The following values were computed from the NAD 83(2011) position.
 SK0698
 SK0698;                    North         East     Units Scale Factor Converg.
 SK0698;SPC MN N     -   239,466.004   620,360.705   MT  0.99990452   -1 46 31.7
 SK0698;SPC MN N     -   785,648.05  2,035,300.08   sFT  0.99990452   -1 46 31.7
 SK0698;UTM  15      - 5,289,247.014   312,893.766   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  =   0.99984746
 SK0698!UTM  15      -   0.99994293  x   1.00003022  =   0.99997315
 SK0698
 SK0698:                Primary Azimuth Mark                     Grid Az
 SK0698:SPC MN N     -  GONVICK                                  054 40 51.5
 SK0698:UTM  15      -  GONVICK                                  054 45 09.1
 SK0698
 SK0698_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUN1289389247(NAD 83)
 SK0698
 SK0698|---------------------------------------------------------------------|
 SK0698| PID    Reference Object                     Distance      Geod. Az  |
 SK0698|                                                           dddmmss.s |
 SK0698| DF7295 GONVICK                             439.796 METERS 0525419.8 |
 SK0698|---------------------------------------------------------------------|
 SK0698
 SK0698                          SUPERSEDED SURVEY CONTROL
 SK0698
 SK0698  NAD 83(2007)-  47 43 46.04268(N)    095 29 43.20234(W) AD(2002.00) 0
 SK0698  ELLIP H (02/10/07)  364.155  (m)                       GP(2002.00)    
 SK0698  NAD 83(1996)-  47 43 46.04264(N)    095 29 43.20220(W) AD(       ) 1
 SK0698  ELLIP H (08/20/03)  364.157  (m)                       GP(       ) 3 2
 SK0698  NAVD 88             391.64   (m)         1284.9    (f) LEVELING    3  
 SK0698  NAVD 88 (06/15/91)  391.641  (m)         1284.91   (f) SUPERSEDED  2 0
 SK0698
 SK0698.Superseded values are not recommended for survey control.
 SK0698
 SK0698.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SK0698.See file dsdata.pdf to determine how the superseded data were derived.
 SK0698
 SK0698_MARKER: DD = SURVEY DISK
 SK0698_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 SK0698_STAMPING: 16 CER 1967 1284
 SK0698_MARK LOGO: USGS
 SK0698_PROJECTION: FLUSH
 SK0698_MAGNETIC: I = MARKER IS A STEEL ROD
 SK0698_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 SK0698_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 SK0698+SATELLITE: SATELLITE OBSERVATIONS - July 01, 2014
 SK0698_ROD/PIPE-DEPTH: 4.6 meters
 SK0698
 SK0698  HISTORY     - Date     Condition        Report By
 SK0698  HISTORY     - 1967     MONUMENTED       USGS
 SK0698  HISTORY     - 20020401 GOOD             MNDT
 SK0698  HISTORY     - 20020827 GOOD             MNDT
 SK0698  HISTORY     - 20140701 GOOD             MNDT
 SK0698
 SK0698                          STATION DESCRIPTION
 SK0698
 SK0698'DESCRIBED BY US GEOLOGICAL SURVEY 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.
 SK0698
 SK0698                          STATION RECOVERY (2014)
 SK0698
 SK0698'RECOVERY NOTE BY MN DEPT OF TRANSP 2014 (MAS)
 SK0698'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 SK0699 ***********************************************************************
 SK0699  DESIGNATION -  16 CER RM
 SK0699  PID         -  SK0699
 SK0699  STATE/COUNTY-  MN/CLEARWATER
 SK0699  COUNTRY     -  US
 SK0699  USGS QUAD   -  CLEARBROOK (2019)
 SK0699
 SK0699                         *CURRENT SURVEY CONTROL
 SK0699  ______________________________________________________________________
 SK0699* NAD 83(1986) POSITION- 47 43 47.71   (N) 095 29 50.76   (W)   HD_HELD1
 SK0699* NAVD 88 ORTHO HEIGHT -   391.229 (meters)     1283.56  (feet) ADJUSTED
 SK0699  ______________________________________________________________________
 SK0699  GEOID HEIGHT    -        -27.532 (meters)                     GEOID18
 SK0699  DYNAMIC HEIGHT  -        391.287 (meters)     1283.75  (feet) COMP
 SK0699  MODELED GRAVITY -    980,747.7   (mgal)                       NAVD 88
 SK0699
 SK0699  VERT ORDER      -  SECOND    CLASS 0
 SK0699
 SK0699.The horizontal coordinates were determined by differentially corrected
 SK0699.hand held GPS observations or other comparable positioning techniques
 SK0699.and have an estimated accuracy of +/- 3 meters.
 SK0699
 SK0699.The orthometric height was determined by differential leveling and
 SK0699.adjusted by the NATIONAL GEODETIC SURVEY
 SK0699.in June 1991.
 SK0699
 SK0699.Significant digits in the geoid height do not necessarily reflect accuracy.
 SK0699.GEOID18 height accuracy estimate available here.
 SK0699
 SK0699.Click photographs - Photos may exist for this station.
 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     -   239,522.3     620,204.9     MT  (+/- 3 meters HH1 GPS) 
 SK0699
 SK0699_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUN1273889303(NAD 83)
 SK0699
 SK0699                          SUPERSEDED SURVEY CONTROL
 SK0699
 SK0699.No superseded survey control is available for this station.
 SK0699
 SK0699_MARKER: Q = CHISELED SQUARE
 SK0699_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 SK0699_SP_SET: CULVERT HEADWALL
 SK0699_STAMPING: 16 CER RM
 SK0699_MAGNETIC: N = NO MAGNETIC MATERIAL
 SK0699_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SK0699+STABILITY: SURFACE MOTION
 SK0699_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 SK0699+SATELLITE: SATELLITE OBSERVATIONS - July 01, 2014
 SK0699
 SK0699  HISTORY     - Date     Condition        Report By
 SK0699  HISTORY     - 19670401 MONUMENTED       USGS
 SK0699  HISTORY     - 20140701 GOOD             MNDT
 SK0699
 SK0699                          STATION DESCRIPTION
 SK0699
 SK0699'DESCRIBED BY US GEOLOGICAL SURVEY 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.
 SK0699
 SK0699                          STATION RECOVERY (2014)
 SK0699
 SK0699'RECOVERY NOTE BY MN DEPT OF TRANSP 2014 (MAS)
 SK0699'0.9 MI (1.4 KM) SOUTHEAST OF GONVICK, 0.9 MI (1.4 KM) SOUTHEAST ALONG
 SK0699'TRUNK HIGHWAY 92 EAST  FROM THE JUNCTION OF TRUNK HIGHWAY 92 AND
 SK0699'COUNTY ROAD 7 IN GANVICK, 67.0 FT (20.4 M) SOUTHWEST OF TRAIL, 35 FT
 SK0699'(10.7 M) NORTHEAST OF TRUNK HIGHWAY 92, ON NORTH END OF A 36.0 INCHES
 SK0699'(91 CM) CONCRETE CULVERT, A CHISELED SQUARE.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 SK0649 ***********************************************************************
 SK0649  DESIGNATION -  16 CLC
 SK0649  PID         -  SK0649
 SK0649  STATE/COUNTY-  MN/POLK
 SK0649  COUNTRY     -  US
 SK0649  USGS QUAD   -  OKLEE SW (2019)
 SK0649
 SK0649                         *CURRENT SURVEY CONTROL
 SK0649  ______________________________________________________________________
 SK0649* NAD 83(1986) POSITION- 47 45 34.     (N) 095 52 48.     (W)   SCALED
 SK0649* NAVD 88 ORTHO HEIGHT -   359.601 (meters)     1179.79  (feet) ADJUSTED
 SK0649  ______________________________________________________________________
 SK0649  GEOID HEIGHT    -        -27.174 (meters)                     GEOID18
 SK0649  DYNAMIC HEIGHT  -        359.659 (meters)     1179.98  (feet) COMP
 SK0649  MODELED GRAVITY -    980,763.4   (mgal)                       NAVD 88
 SK0649
 SK0649  VERT ORDER      -  THIRD
 SK0649
 SK0649.The horizontal coordinates were scaled from a map and have
 SK0649.an estimated accuracy of +/- 6 seconds.
 SK0649
 SK0649.The orthometric height was determined by differential leveling and
 SK0649.adjusted by the NATIONAL GEODETIC SURVEY
 SK0649.in June 1991.
 SK0649
 SK0649.Significant digits in the geoid height do not necessarily reflect accuracy.
 SK0649.GEOID18 height accuracy estimate available here.
 SK0649
 SK0649.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTN841935(NAD 83)
 SK0649
 SK0649                          SUPERSEDED SURVEY CONTROL
 SK0649
 SK0649.No superseded survey control is available for this station.
 SK0649
 SK0649_MARKER: DD = SURVEY DISK
 SK0649_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 SK0649_STAMPING: 16 CLC 1967
 SK0649_MARK LOGO: USGS
 SK0649_MAGNETIC: I = MARKER IS A STEEL ROD
 SK0649_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 SK0649
 SK0649  HISTORY     - Date     Condition        Report By
 SK0649  HISTORY     - 1967     MONUMENTED       USGS
 SK0649  HISTORY     - 20100714 MARK NOT FOUND   MNDT
 SK0649
 SK0649                          STATION DESCRIPTION
 SK0649
 SK0649'DESCRIBED BY US GEOLOGICAL SURVEY 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.
 SK0649
 SK0649                          STATION RECOVERY (2010)
 SK0649
 SK0649'RECOVERY NOTE BY MN DEPT OF TRANSP 2010 (MPP)
 SK0649'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 SK0651 ***********************************************************************
 SK0651  DESIGNATION -  16 CLC A TBM
 SK0651  PID         -  SK0651
 SK0651  STATE/COUNTY-  MN/RED LAKE
 SK0651  COUNTRY     -  US
 SK0651  USGS QUAD   -  OKLEE SW (2019)
 SK0651
 SK0651                         *CURRENT SURVEY CONTROL
 SK0651  ______________________________________________________________________
 SK0651* NAD 83(1986) POSITION- 47 46 30.     (N) 095 52 46.     (W)   SCALED
 SK0651* NAVD 88 ORTHO HEIGHT -   359.445 (meters)     1179.28  (feet) ADJUSTED
 SK0651  ______________________________________________________________________
 SK0651  GEOID HEIGHT    -        -27.171 (meters)                     GEOID18
 SK0651  DYNAMIC HEIGHT  -        359.505 (meters)     1179.48  (feet) COMP
 SK0651  MODELED GRAVITY -    980,768.1   (mgal)                       NAVD 88
 SK0651
 SK0651  VERT ORDER      -  THIRD
 SK0651
 SK0651.The horizontal coordinates were scaled from a map and have
 SK0651.an estimated accuracy of +/- 6 seconds.
 SK0651
 SK0651.The orthometric height was determined by differential leveling and
 SK0651.adjusted by the NATIONAL GEODETIC SURVEY
 SK0651.in June 1991.
 SK0651
 SK0651.Significant digits in the geoid height do not necessarily reflect accuracy.
 SK0651.GEOID18 height accuracy estimate available here.
 SK0651
 SK0651.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTN842953(NAD 83)
 SK0651
 SK0651                          SUPERSEDED SURVEY CONTROL
 SK0651
 SK0651.No superseded survey control is available for this station.
 SK0651
 SK0651_MARKER: Q = CHISELED SQUARE
 SK0651_SETTING: 80 = SET IN A BOULDER
 SK0651_STAMPING: 16 CLC A TBM
 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
 SK0651
 SK0651                          STATION DESCRIPTION
 SK0651
 SK0651'DESCRIBED BY US GEOLOGICAL SURVEY 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 = MARCH 21, 2026 06:05:54 EDT
 SK0650 ***********************************************************************
 SK0650  DESIGNATION -  16 CLC RM
 SK0650  PID         -  SK0650
 SK0650  STATE/COUNTY-  MN/RED LAKE
 SK0650  COUNTRY     -  US
 SK0650  USGS QUAD   -  OKLEE SW (2019)
 SK0650
 SK0650                         *CURRENT SURVEY CONTROL
 SK0650  ______________________________________________________________________
 SK0650* NAD 83(1986) POSITION- 47 45 41.     (N) 095 52 49.     (W)   SCALED
 SK0650* NAVD 88 ORTHO HEIGHT -   359.581 (meters)     1179.73  (feet) ADJUSTED
 SK0650  ______________________________________________________________________
 SK0650  GEOID HEIGHT    -        -27.173 (meters)                     GEOID18
 SK0650  DYNAMIC HEIGHT  -        359.640 (meters)     1179.92  (feet) COMP
 SK0650  MODELED GRAVITY -    980,763.9   (mgal)                       NAVD 88
 SK0650
 SK0650  VERT ORDER      -  THIRD
 SK0650
 SK0650.The horizontal coordinates were scaled from a map and have
 SK0650.an estimated accuracy of +/- 6 seconds.
 SK0650
 SK0650.The orthometric height was determined by differential leveling and
 SK0650.adjusted by the NATIONAL GEODETIC SURVEY
 SK0650.in June 1991.
 SK0650
 SK0650.Significant digits in the geoid height do not necessarily reflect accuracy.
 SK0650.GEOID18 height accuracy estimate available here.
 SK0650
 SK0650.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTN841937(NAD 83)
 SK0650
 SK0650                          SUPERSEDED SURVEY CONTROL
 SK0650
 SK0650.No superseded survey control is available for this station.
 SK0650
 SK0650_MARKER: H = DRILL HOLE
 SK0650_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 SK0650_SP_SET: IN TOP OF METAL CULVERT
 SK0650_STAMPING: 16 CLC RM
 SK0650_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SK0650
 SK0650  HISTORY     - Date     Condition        Report By
 SK0650  HISTORY     - 1967     MONUMENTED       USGS
 SK0650
 SK0650                          STATION DESCRIPTION
 SK0650
 SK0650'DESCRIBED BY US GEOLOGICAL SURVEY 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 = MARCH 21, 2026 06:05:54 EDT
 QO0915 ***********************************************************************
 QO0915  DESIGNATION -  16 DAW
 QO0915  PID         -  QO0915
 QO0915  STATE/COUNTY-  MN/SHERBURNE
 QO0915  COUNTRY     -  US
 QO0915  USGS QUAD   -  MONTICELLO (2019)
 QO0915
 QO0915                         *CURRENT SURVEY CONTROL
 QO0915  ______________________________________________________________________
 QO0915* NAD 83(1986) POSITION- 45 21 02.16   (N) 093 52 15.44   (W)   HD_HELD1
 QO0915* NAVD 88 ORTHO HEIGHT -   289.246 (meters)      948.97  (feet) ADJUSTED
 QO0915  ______________________________________________________________________
 QO0915  GEOID HEIGHT    -        -27.751 (meters)                     GEOID18
 QO0915  DYNAMIC HEIGHT  -        289.230 (meters)      948.92  (feet) COMP
 QO0915  MODELED GRAVITY -    980,553.2   (mgal)                       NAVD 88
 QO0915
 QO0915  VERT ORDER      -  FIRST     CLASS I
 QO0915
 QO0915.The horizontal coordinates were determined by differentially corrected
 QO0915.hand held GPS observations or other comparable positioning techniques
 QO0915.and have an estimated accuracy of +/- 3 meters.
 QO0915
 QO0915.The orthometric height was determined by differential leveling and
 QO0915.adjusted by the NATIONAL GEODETIC SURVEY
 QO0915.in June 1991.
 QO0915
 QO0915.Significant digits in the geoid height do not necessarily reflect accuracy.
 QO0915.GEOID18 height accuracy estimate available here.
 QO0915
 QO0915.Click photographs - Photos may exist for this station.
 QO0915
 QO0915.The dynamic height is computed by dividing the NAVD 88
 QO0915.geopotential number by the normal gravity value computed on the
 QO0915.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QO0915.degrees latitude (g = 980.6199 gals.).
 QO0915
 QO0915.The modeled gravity was interpolated from observed gravity values.
 QO0915
 QO0915;                    North         East    Units  Estimated Accuracy
 QO0915;SPC MN S     -   361,198.5     810,112.8     MT  (+/- 3 meters HH1 GPS) 
 QO0915
 QO0915_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL3177522267(NAD 83)
 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
 QO0915.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QO0915.See file dsdata.pdf to determine how the superseded data were derived.
 QO0915
 QO0915_MARKER: DB = BENCH MARK DISK
 QO0915_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 QO0915_STAMPING: 948 16 DAW 1958
 QO0915_MARK LOGO: USGS
 QO0915_PROJECTION: PROJECTING 20 CENTIMETERS
 QO0915_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 QO0915_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QO0915_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 QO0915+SATELLITE: SATELLITE OBSERVATIONS - July 17, 2017
 QO0915
 QO0915  HISTORY     - Date     Condition        Report By
 QO0915  HISTORY     - 19580401 MONUMENTED       USGS
 QO0915  HISTORY     - 1970     GOOD             NGS
 QO0915  HISTORY     - 20080616 GOOD             MNDT
 QO0915  HISTORY     - 20170717 POOR             MNDT
 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.
 QO0915
 QO0915                          STATION RECOVERY (2008)
 QO0915
 QO0915'RECOVERY NOTE BY MN DEPT OF TRANSP 2008 (DRB)
 QO0915'5.85 MI (9.41 KM) NORTHWEST OF MISSISSIPPI RIVER BRIDGE IN MONTICELLO,
 QO0915'2.56 MI (4.12 KM) WEST ON 157TH STREET FROM THE JUNCTION OF 157TH
 QO0915'STREET AND COUNTY ROAD 11 SOUTHEAST OF BECKER, THEN 0.25 MI (0.40 KM)
 QO0915'NORTH ON COUNTY ROAD 23, 2.0 FT (0.6 M) SOUTHWEST OF POWER POLE 523,
 QO0915'1.9 FT (0.6 M) NORTH OF CORNER FENCE POST, 1.9 FT (0.6 M) EAST OF A
 QO0915'WITNESS POST.
 QO0915
 QO0915                          STATION RECOVERY (2017)
 QO0915
 QO0915'RECOVERY NOTE BY MN DEPT OF TRANSP 2017 (MAS)
 QO0915'IN BECKER, 0.4 MI (0.6 KM) SOUTHWEST AND WEST ALONG LIBERTY LANE FROM
 QO0915'THE JUNCTION OF LIBERTY LANE AND TRUNK HIGHWAY 10 IN BECKER, THEN 2.15
 QO0915'MI (3.46 KM) SOUTH ON 140TH AVENUE SOUTHEAST, 25.5 FT (7.8 M) SOUTH OF
 QO0915'AN ENTRANCE, 2.0 FT (0.6 M) SOUTHWEST OF A POWER POLE NUMBER 523, 1.9
 QO0915'FT (0.6 M) NORTH OF A CORNER FENCE POST, 1.0 FT (0.3 M) EAST OF A
 QO0915'WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DM8092 ***********************************************************************
 DM8092  HT_MOD      -  This is a Height Modernization Survey Station.
 DM8092  DESIGNATION -  16 DLS
 DM8092  PID         -  DM8092
 DM8092  STATE/COUNTY-  MN/ITASCA
 DM8092  COUNTRY     -  US
 DM8092  USGS QUAD   -  DORA LAKE (2019)
 DM8092
 DM8092                         *CURRENT SURVEY CONTROL
 DM8092  ______________________________________________________________________
 DM8092* NAD 83(2011) POSITION- 47 39 10.42566(N) 094 03 55.68355(W)   ADJUSTED
 DM8092* NAD 83(2011) ELLIP HT-   382.744 (meters)        (06/27/12)   ADJUSTED
 DM8092* NAD 83(2011) EPOCH   -  2010.00
 DM8092* NAVD 88 ORTHO HEIGHT -   411.35  (meters)     1349.6   (feet) GPS OBS
 DM8092  ______________________________________________________________________
 DM8092  NAVD 88 orthometric height was determined with geoid model    GEOID09
 DM8092  GEOID HEIGHT    -        -28.579 (meters)                     GEOID09
 DM8092  GEOID HEIGHT    -        -28.615 (meters)                     GEOID18
 DM8092  NAD 83(2011) X  -   -305,178.509 (meters)                     COMP
 DM8092  NAD 83(2011) Y  - -4,293,746.103 (meters)                     COMP
 DM8092  NAD 83(2011) Z  -  4,691,248.445 (meters)                     COMP
 DM8092  LAPLACE CORR    -         -3.65  (seconds)                    DEFLEC18
 DM8092
 DM8092  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DM8092  Standards:
 DM8092         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DM8092            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DM8092  -------------------------------------------------------------------
 DM8092  NETWORK    0.48   0.59           0.22   0.17   0.30      0.02972153
 DM8092  -------------------------------------------------------------------
 DM8092  Click here for local accuracies and other accuracy information.
 DM8092
 DM8092.The horizontal coordinates were established by GPS observations
 DM8092.and adjusted by the National Geodetic Survey in June 2012.
 DM8092
 DM8092.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DM8092.been affixed to the stable North American tectonic plate. See 
 DM8092.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DM8092
 DM8092.The horizontal coordinates are valid at the epoch date displayed above
 DM8092.which is a decimal equivalence of Year/Month/Day.
 DM8092
 DM8092.The orthometric height was determined by GPS observations and a
 DM8092.high-resolution geoid model using precise GPS observation and
 DM8092.processing techniques.
 DM8092
 DM8092.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM8092.GEOID18 height accuracy estimate available here.
 DM8092
 DM8092.Click photographs - Photos may exist for this station.
 DM8092
 DM8092.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DM8092
 DM8092.The Laplace correction was computed from DEFLEC18 derived deflections.
 DM8092
 DM8092.The ellipsoidal height was determined by GPS observations
 DM8092.and is referenced to NAD 83.
 DM8092
 DM8092. The following values were computed from the NAD 83(2011) position.
 DM8092
 DM8092;                    North         East     Units Scale Factor Converg.
 DM8092;SPC MN N     -   228,623.865   727,478.241   MT  0.99990787   -0 42 56.2
 DM8092;SPC MN N     -   750,076.80  2,386,734.86   sFT  0.99990787   -0 42 56.2
 DM8092;UTM  15      - 5,278,272.085   419,989.655   MT  0.99967867   -0 47 15.0
 DM8092
 DM8092!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DM8092!SPC MN N     -   0.99994001  x   0.99990787  =   0.99984789
 DM8092!UTM  15      -   0.99994001  x   0.99967867  =   0.99961870
 DM8092
 DM8092_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVN1998978272(NAD 83)
 DM8092
 DM8092                          SUPERSEDED SURVEY CONTROL
 DM8092
 DM8092  NAD 83(2007)-  47 39 10.42577(N)    094 03 55.68419(W) AD(2002.00) 1
 DM8092  ELLIP H (06/13/11)  382.775  (m)                       GP(2002.00) 4 1
 DM8092
 DM8092.Superseded values are not recommended for survey control.
 DM8092
 DM8092.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DM8092.See file dsdata.pdf to determine how the superseded data were derived.
 DM8092
 DM8092_MARKER: DD = SURVEY DISK
 DM8092_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 DM8092_STAMPING: 16 DLS 1969
 DM8092_MARK LOGO: USGS
 DM8092_PROJECTION: PROJECTING 5 CENTIMETERS
 DM8092_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DM8092_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DM8092_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DM8092+SATELLITE: SATELLITE OBSERVATIONS - November 03, 2021
 DM8092
 DM8092  HISTORY     - Date     Condition        Report By
 DM8092  HISTORY     - 19690401 MONUMENTED       USGS
 DM8092  HISTORY     - 20091028 GOOD             MNDT
 DM8092  HISTORY     - 20211103 GOOD             MNDT
 DM8092
 DM8092                          STATION DESCRIPTION
 DM8092
 DM8092'DESCRIBED BY MN DEPT OF TRANSP 2009 (CNF)
 DM8092'THE MARK WAS RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.
 DM8092'THE MARK IS 2.7 MILES NORTH OF MAX, ON COUNTY ROAD 4, 60 FEET NORTH
 DM8092'AND 53 FEET EAST OF JUNCTION OF COUNTY ROAD 4 AND COUNTY ROAD 126, 3.0
 DM8092'FEET WEST OF TREATED 8 INCH POST THAT STANDS 7 FEET HIGH, 3.0 FEET
 DM8092'SOUTH OF WITNESS POST.
 DM8092
 DM8092                          STATION RECOVERY (2021)
 DM8092
 DM8092'RECOVERY NOTE BY MN DEPT OF TRANSP 2021 (KMS)
 DM8092'13.8 MI (22.2 KM) WEST-NORTHWEST OF TALMOON, 16.6 MI (26.7 KM) WEST
 DM8092'AND NORTH ALONG COUNTY ROAD 4 FROM THE JUNCTION OF COUNTY ROAD 4 AND
 DM8092'TRUNK HIGHWAY 6 AND TRUNK HIGHWAY 286 IN TALMOON, 57.4 FT (17.5 M)
 DM8092'NORTHEAST OF COUNTY ROAD 126, 61.8 FT (18.8 M) NORTHWEST OF COUNTY RAD
 DM8092'4, 1.0 FT (0.3 M) SOUTH OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 PQ1363 ***********************************************************************
 PQ1363  DESIGNATION -  16 DWB
 PQ1363  PID         -  PQ1363
 PQ1363  STATE/COUNTY-  MN/MURRAY
 PQ1363  COUNTRY     -  US
 PQ1363  USGS QUAD   -  TRACY WEST (2019)
 PQ1363
 PQ1363                         *CURRENT SURVEY CONTROL
 PQ1363  ______________________________________________________________________
 PQ1363* NAD 83(1986) POSITION- 44 09 09.24   (N) 095 44 34.35   (W)   HD_HELD1
 PQ1363* NAVD 88 ORTHO HEIGHT -   471.109 (meters)     1545.63  (feet) ADJUSTED
 PQ1363  ______________________________________________________________________
 PQ1363  GEOID HEIGHT    -        -26.657 (meters)                     GEOID18
 PQ1363  DYNAMIC HEIGHT  -        471.013 (meters)     1545.32  (feet) COMP
 PQ1363  MODELED GRAVITY -    980,399.1   (mgal)                       NAVD 88
 PQ1363
 PQ1363  VERT ORDER      -  SECOND    CLASS I
 PQ1363
 PQ1363.The horizontal coordinates were determined by differentially corrected
 PQ1363.hand held GPS observations or other comparable positioning techniques
 PQ1363.and have an estimated accuracy of +/- 3 meters.
 PQ1363
 PQ1363.The orthometric height was determined by differential leveling and
 PQ1363.adjusted by the NATIONAL GEODETIC SURVEY
 PQ1363.in October 2017.
 PQ1363
 PQ1363.Significant digits in the geoid height do not necessarily reflect accuracy.
 PQ1363.GEOID18 height accuracy estimate available here.
 PQ1363
 PQ1363.Click photographs - Photos may exist for this station.
 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     -   229,549.7     660,588.2     MT  (+/- 3 meters HH1 GPS) 
 PQ1363
 PQ1363_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTJ8065492476(NAD 83)
 PQ1363
 PQ1363                          SUPERSEDED SURVEY CONTROL
 PQ1363
 PQ1363  NAVD 88 (06/15/95)  471.099  (m)         1545.60   (f) SUPERSEDED  2 1
 PQ1363
 PQ1363.Superseded values are not recommended for survey control.
 PQ1363
 PQ1363.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PQ1363.See file dsdata.pdf to determine how the superseded data were derived.
 PQ1363
 PQ1363_MARKER: DB = BENCH MARK DISK
 PQ1363_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 PQ1363_STAMPING: 16 DWB 1965 1545
 PQ1363_MARK LOGO: USGS
 PQ1363_PROJECTION: RECESSED 6 CENTIMETERS
 PQ1363_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 PQ1363_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PQ1363_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 PQ1363+SATELLITE: SATELLITE OBSERVATIONS - June 15, 2015
 PQ1363
 PQ1363  HISTORY     - Date     Condition        Report By
 PQ1363  HISTORY     - 1965     MONUMENTED       USGS
 PQ1363  HISTORY     - 19870824 GOOD             MNDT
 PQ1363  HISTORY     - 20150615 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.
 PQ1363
 PQ1363                          STATION RECOVERY (2015)
 PQ1363
 PQ1363'RECOVERY NOTE BY MN DEPT OF TRANSP 2015 (KMS)
 PQ1363'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DG8469 ***********************************************************************
 DG8469  DESIGNATION -  16 DWE
 DG8469  PID         -  DG8469
 DG8469  STATE/COUNTY-  MN/NORMAN
 DG8469  COUNTRY     -  US
 DG8469  USGS QUAD   -  WAUKON (2019)
 DG8469
 DG8469                         *CURRENT SURVEY CONTROL
 DG8469  ______________________________________________________________________
 DG8469* NAD 83(2011) POSITION- 47 15 09.87091(N) 096 14 43.24191(W)   ADJUSTED
 DG8469* NAD 83(2011) ELLIP HT-   310.524 (meters)        (06/27/12)   ADJUSTED
 DG8469* NAD 83(2011) EPOCH   -  2010.00
 DG8469* NAVD 88 ORTHO HEIGHT -   337.3   (meters)     1107.    (feet) GPS OBS
 DG8469  ______________________________________________________________________
 DG8469  NAVD 88 orthometric height was determined with geoid model    GEOID03
 DG8469  GEOID HEIGHT    -        -26.702 (meters)                     GEOID03
 DG8469  GEOID HEIGHT    -        -26.735 (meters)                     GEOID18
 DG8469  NAD 83(2011) X  -   -471,838.720 (meters)                     COMP
 DG8469  NAD 83(2011) Y  - -4,311,565.459 (meters)                     COMP
 DG8469  NAD 83(2011) Z  -  4,661,110.332 (meters)                     COMP
 DG8469  LAPLACE CORR    -         -1.05  (seconds)                    DEFLEC18
 DG8469
 DG8469  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DG8469  Standards:
 DG8469         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DG8469            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DG8469  -------------------------------------------------------------------
 DG8469  NETWORK    0.49   0.61           0.23   0.16   0.31     -0.03218402
 DG8469  -------------------------------------------------------------------
 DG8469  Click here for local accuracies and other accuracy information.
 DG8469
 DG8469.The horizontal coordinates were established by GPS observations
 DG8469.and adjusted by the National Geodetic Survey in June 2012.
 DG8469
 DG8469.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DG8469.been affixed to the stable North American tectonic plate. See 
 DG8469.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DG8469
 DG8469.The horizontal coordinates are valid at the epoch date displayed above
 DG8469.which is a decimal equivalence of Year/Month/Day.
 DG8469
 DG8469.The orthometric height was determined by GPS observations and a
 DG8469.high-resolution geoid model.
 DG8469
 DG8469.Significant digits in the geoid height do not necessarily reflect accuracy.
 DG8469.GEOID18 height accuracy estimate available here.
 DG8469
 DG8469.Click photographs - Photos may exist for this station.
 DG8469
 DG8469.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DG8469
 DG8469.The Laplace correction was computed from DEFLEC18 derived deflections.
 DG8469
 DG8469.The ellipsoidal height was determined by GPS observations
 DG8469.and is referenced to NAD 83.
 DG8469
 DG8469. The following values were computed from the NAD 83(2011) position.
 DG8469
 DG8469;                    North         East     Units Scale Factor Converg.
 DG8469;SPC MN N     -   188,528.353   561,984.678   MT  0.99995417   -2 19 53.0
 DG8469;SPC MN N     -   618,530.10  1,843,778.06   sFT  0.99995417   -2 19 53.0
 DG8469;UTM  14      - 5,236,931.799   708,428.396   MT  1.00013393   +2 01 25.0
 DG8469
 DG8469!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG8469!SPC MN N     -   0.99995133  x   0.99995417  =   0.99990550
 DG8469!UTM  14      -   0.99995133  x   1.00013393  =   1.00008525
 DG8469
 DG8469_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQT0842836931(NAD 83)
 DG8469
 DG8469                          SUPERSEDED SURVEY CONTROL
 DG8469
 DG8469  NAD 83(2007)-  47 15 09.87084(N)    096 14 43.24267(W) AD(2002.00) 0
 DG8469  ELLIP H (02/10/07)  310.547  (m)                       GP(2002.00)    
 DG8469  NAD 83(1996)-  47 15 09.87049(N)    096 14 43.24258(W) AD(       ) 1
 DG8469  ELLIP H (11/24/04)  310.558  (m)                       GP(       ) 3 2
 DG8469
 DG8469.Superseded values are not recommended for survey control.
 DG8469
 DG8469.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG8469.See file dsdata.pdf to determine how the superseded data were derived.
 DG8469
 DG8469_MARKER: DD = SURVEY DISK
 DG8469_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 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: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DG8469_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG8469+SATELLITE: SATELLITE OBSERVATIONS - July 14, 2021
 DG8469
 DG8469  HISTORY     - Date     Condition        Report By
 DG8469  HISTORY     - 1963     MONUMENTED       USGS
 DG8469  HISTORY     - 20210714 GOOD             MNDT
 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
 DG8469
 DG8469                          STATION RECOVERY (2021)
 DG8469
 DG8469'RECOVERY NOTE BY MN DEPT OF TRANSP 2021 (DAS)
 DG8469'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DK7705 ***********************************************************************
 DK7705  DESIGNATION -  16 ERS
 DK7705  PID         -  DK7705
 DK7705  STATE/COUNTY-  MN/WILKIN
 DK7705  COUNTRY     -  US
 DK7705  USGS QUAD   -  BARNESVILLE SW (2019)
 DK7705
 DK7705                         *CURRENT SURVEY CONTROL
 DK7705  ______________________________________________________________________
 DK7705* NAD 83(1986) POSITION- 46 36 58.     (N) 096 24 19.     (W)   SCALED
 DK7705* NAVD 88 ORTHO HEIGHT -   314.794 (meters)     1032.79  (feet) ADJUSTED
 DK7705  ______________________________________________________________________
 DK7705  GEOID HEIGHT    -        -26.582 (meters)                     GEOID18
 DK7705  DYNAMIC HEIGHT  -        314.815 (meters)     1032.86  (feet) COMP
 DK7705  MODELED GRAVITY -    980,672.9   (mgal)                       NAVD 88
 DK7705
 DK7705  VERT ORDER      -  SECOND    CLASS I
 DK7705
 DK7705.The horizontal coordinates were scaled from a map and have
 DK7705.an estimated accuracy of +/- 6 seconds.
 DK7705
 DK7705.The orthometric height was determined by differential leveling and
 DK7705.adjusted by the NATIONAL GEODETIC SURVEY
 DK7705.in August 2019.
 DK7705
 DK7705.Significant digits in the geoid height do not necessarily reflect accuracy.
 DK7705.GEOID18 height accuracy estimate available here.
 DK7705
 DK7705.Click photographs - Photos may exist for this station.
 DK7705
 DK7705.The dynamic height is computed by dividing the NAVD 88
 DK7705.geopotential number by the normal gravity value computed on the
 DK7705.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK7705.degrees latitude (g = 980.6199 gals.).
 DK7705
 DK7705.The modeled gravity was interpolated from observed gravity values.
 DK7705
 DK7705;                    North         East    Units  Estimated Accuracy
 DK7705;SPC MN C     -   281,870.      634,940.      MT  (+/- 180 meters Scaled)
 DK7705
 DK7705_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPS986657(NAD 83)
 DK7705
 DK7705                          SUPERSEDED SURVEY CONTROL
 DK7705
 DK7705  NAVD 88 (04/02/09)  314.833  (m)         1032.91   (f) SUPERSEDED  2 1
 DK7705
 DK7705.Superseded values are not recommended for survey control.
 DK7705
 DK7705.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK7705.See file dsdata.pdf to determine how the superseded data were derived.
 DK7705
 DK7705_MARKER: DB = BENCH MARK DISK
 DK7705_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DK7705_STAMPING: 16 ERS 1950 TT
 DK7705_MARK LOGO: USGS
 DK7705_PROJECTION: FLUSH
 DK7705_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 DK7705_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DK7705+STABILITY: SURFACE MOTION
 DK7705_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DK7705+SATELLITE: SATELLITE OBSERVATIONS - April 29, 2005
 DK7705
 DK7705  HISTORY     - Date     Condition        Report By
 DK7705  HISTORY     - 1950     MONUMENTED       USGS
 DK7705  HISTORY     - 20050429 GOOD             MNDT
 DK7705  HISTORY     - 20080715 MARK NOT FOUND   MNDT
 DK7705
 DK7705                          STATION DESCRIPTION
 DK7705
 DK7705'DESCRIBED BY MN DEPT OF TRANSP 2005 (MPP)
 DK7705'THE MARK IS 4.6 MI (7.4 KM) NORTHWEST ALONG COUNTY ROAD 52 FROM THE
 DK7705'JUNCTION OF COUNTY ROAD 52 AND COUNTY ROAD 30 IN LAWNDALE, 94 FT (28.7
 DK7705'M) (28.7 M) SOUTH OF EAST-WEST SECTION LINE ROAD, 60 FT (18.3 M) WEST
 DK7705'OF RAILROAD TRACKS, 1.0 FT (0.3 M) NORTHWEST OF A WITNESS POST.
 DK7705
 DK7705                          STATION RECOVERY (2008)
 DK7705
 DK7705'RECOVERY NOTE BY MN DEPT OF TRANSP 2008 (MPP)
 DK7705'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DL2326 ***********************************************************************
 DL2326  DESIGNATION -  16 HEH
 DL2326  PID         -  DL2326
 DL2326  STATE/COUNTY-  MN/ROSEAU
 DL2326  COUNTRY     -  US
 DL2326  USGS QUAD   -  LEO (2019)
 DL2326
 DL2326                         *CURRENT SURVEY CONTROL
 DL2326  ______________________________________________________________________
 DL2326* NAD 83(2011) POSITION- 48 50 57.72173(N) 096 18 58.05301(W)   ADJUSTED
 DL2326* NAD 83(2011) ELLIP HT-   283.409 (meters)        (06/27/12)   ADJUSTED
 DL2326* NAD 83(2011) EPOCH   -  2010.00
 DL2326* NAVD 88 ORTHO HEIGHT -   310.9   (meters)     1020.    (feet) GPS OBS
 DL2326  ______________________________________________________________________
 DL2326  NAVD 88 orthometric height was determined with geoid model    GEOID03
 DL2326  GEOID HEIGHT    -        -27.483 (meters)                     GEOID03
 DL2326  GEOID HEIGHT    -        -27.547 (meters)                     GEOID18
 DL2326  NAD 83(2011) X  -   -462,636.563 (meters)                     COMP
 DL2326  NAD 83(2011) Y  - -4,179,723.848 (meters)                     COMP
 DL2326  NAD 83(2011) Z  -  4,779,765.491 (meters)                     COMP
 DL2326  LAPLACE CORR    -         -1.97  (seconds)                    DEFLEC18
 DL2326
 DL2326  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DL2326  Standards:
 DL2326         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DL2326            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DL2326  -------------------------------------------------------------------
 DL2326  NETWORK    0.58   0.53           0.26   0.21   0.27      0.17947626
 DL2326  -------------------------------------------------------------------
 DL2326  Click here for local accuracies and other accuracy information.
 DL2326
 DL2326.The horizontal coordinates were established by GPS observations
 DL2326.and adjusted by the National Geodetic Survey in June 2012.
 DL2326
 DL2326.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DL2326.been affixed to the stable North American tectonic plate. See 
 DL2326.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DL2326
 DL2326.The horizontal coordinates are valid at the epoch date displayed above
 DL2326.which is a decimal equivalence of Year/Month/Day.
 DL2326
 DL2326.The orthometric height was determined by GPS observations and a
 DL2326.high-resolution geoid model.
 DL2326
 DL2326.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL2326.GEOID18 height accuracy estimate available here.
 DL2326
 DL2326.Click photographs - Photos may exist for this station.
 DL2326
 DL2326.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DL2326
 DL2326.The Laplace correction was computed from DEFLEC18 derived deflections.
 DL2326
 DL2326.The ellipsoidal height was determined by GPS observations
 DL2326.and is referenced to NAD 83.
 DL2326
 DL2326. The following values were computed from the NAD 83(2011) position.
 DL2326
 DL2326;                    North         East     Units Scale Factor Converg.
 DL2326;SPC MN N     -   366,115.722   564,015.402   MT  1.00005998   -2 23 01.9
 DL2326;SPC MN N     - 1,201,164.66  1,850,440.53   sFT  1.00005998   -2 23 01.9
 DL2326;UTM  14      - 5,414,184.305   696,887.048   MT  1.00007625   +2 01 17.6
 DL2326
 DL2326!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DL2326!SPC MN N     -   0.99995559  x   1.00005998  =   1.00001556
 DL2326!UTM  14      -   0.99995559  x   1.00007625  =   1.00003183
 DL2326
 DL2326_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UPV9688714184(NAD 83)
 DL2326
 DL2326                          SUPERSEDED SURVEY CONTROL
 DL2326
 DL2326  NAD 83(2007)-  48 50 57.72169(N)    096 18 58.05396(W) AD(2002.00) 1
 DL2326  ELLIP H (04/01/09)  283.442  (m)                       GP(2002.00) 4 1
 DL2326
 DL2326.Superseded values are not recommended for survey control.
 DL2326
 DL2326.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL2326.See file dsdata.pdf to determine how the superseded data were derived.
 DL2326
 DL2326_MARKER: DD = SURVEY DISK
 DL2326_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL2326_STAMPING: 1019 16 HEH 1966
 DL2326_MARK LOGO: USGS
 DL2326_PROJECTION: PROJECTING 10 CENTIMETERS
 DL2326_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DL2326_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DL2326+STABILITY: SURFACE MOTION
 DL2326_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL2326+SATELLITE: SATELLITE OBSERVATIONS - October 12, 2021
 DL2326
 DL2326  HISTORY     - Date     Condition        Report By
 DL2326  HISTORY     - 1966     MONUMENTED       USGS
 DL2326  HISTORY     - 20091001 GOOD             MNDT
 DL2326  HISTORY     - 20211012 GOOD             MNDT
 DL2326
 DL2326                          STATION DESCRIPTION
 DL2326
 DL2326'DESCRIBED BY MN DEPT OF TRANSP 2009 (DKH)
 DL2326'THE MARK WAS RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.
 DL2326'THE MARK IS 10.0 MILES NORTH AND 6 MILES WEST OF GREENBUSH, 9.9 MILES
 DL2326'NORTH ALONG COUNTY ROAD 7 FROM JUNCTION OF COUNTY ROAD 7 AND COUNTY
 DL2326'ROAD 4 IN GREENBUSH, THENCE 6 MILES WEST ON COUNTY ROAD 7 (310TH
 DL2326'STREET), 92 FEET NORTH OF COUNTY ROAD 7, 74 FEET EAST OF TRAIL NORTH,
 DL2326'0.5 FOOT SOUTHEAST OF WITNESS POST.
 DL2326
 DL2326                          STATION RECOVERY (2021)
 DL2326
 DL2326'RECOVERY NOTE BY MN DEPT OF TRANSP 2021 (KMS)
 DL2326'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DH3108 ***********************************************************************
 DH3108  DESIGNATION -  16 KED
 DH3108  PID         -  DH3108
 DH3108  STATE/COUNTY-  MN/WASECA
 DH3108  COUNTRY     -  US
 DH3108  USGS QUAD   -  WALDORF (2019)
 DH3108
 DH3108                         *CURRENT SURVEY CONTROL
 DH3108  ______________________________________________________________________
 DH3108* NAD 83(2011) POSITION- 43 56 06.70494(N) 093 37 41.29872(W)   ADJUSTED
 DH3108* NAD 83(2011) ELLIP HT-   312.222 (meters)        (06/27/12)   ADJUSTED
 DH3108* NAD 83(2011) EPOCH   -  2010.00
 DH3108* NAVD 88 ORTHO HEIGHT -   341.3   (meters)     1120.    (feet) GPS OBS
 DH3108  ______________________________________________________________________
 DH3108  NAVD 88 orthometric height was determined with geoid model    GEOID03
 DH3108  GEOID HEIGHT    -        -29.063 (meters)                     GEOID03
 DH3108  GEOID HEIGHT    -        -29.120 (meters)                     GEOID18
 DH3108  NAD 83(2011) X  -   -291,135.309 (meters)                     COMP
 DH3108  NAD 83(2011) Y  - -4,591,479.293 (meters)                     COMP
 DH3108  NAD 83(2011) Z  -  4,403,125.814 (meters)                     COMP
 DH3108  LAPLACE CORR    -          0.18  (seconds)                    DEFLEC18
 DH3108
 DH3108  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DH3108  Standards:
 DH3108         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DH3108            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DH3108  -------------------------------------------------------------------
 DH3108  NETWORK    0.99   1.20           0.45   0.34   0.61     -0.02094368
 DH3108  -------------------------------------------------------------------
 DH3108  Click here for local accuracies and other accuracy information.
 DH3108
 DH3108.The horizontal coordinates were established by GPS observations
 DH3108.and adjusted by the National Geodetic Survey in June 2012.
 DH3108
 DH3108.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DH3108.been affixed to the stable North American tectonic plate. See 
 DH3108.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DH3108
 DH3108.The horizontal coordinates are valid at the epoch date displayed above
 DH3108.which is a decimal equivalence of Year/Month/Day.
 DH3108
 DH3108.The orthometric height was determined by GPS observations and a
 DH3108.high-resolution geoid model.
 DH3108
 DH3108.Significant digits in the geoid height do not necessarily reflect accuracy.
 DH3108.GEOID18 height accuracy estimate available here.
 DH3108
 DH3108.Click photographs - Photos may exist for this station.
 DH3108
 DH3108.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH3108
 DH3108.The Laplace correction was computed from DEFLEC18 derived deflections.
 DH3108
 DH3108.The ellipsoidal height was determined by GPS observations
 DH3108.and is referenced to NAD 83.
 DH3108
 DH3108. The following values were computed from the NAD 83(2011) position.
 DH3108
 DH3108;                    North         East     Units Scale Factor Converg.
 DH3108;SPC MN S     -   203,979.690   829,857.055   MT  0.99997056   +0 15 38.3
 DH3108;SPC MN S     -   669,223.37  2,722,622.69   sFT  0.99997056   +0 15 38.3
 DH3108;UTM  15      - 4,864,866.974   449,584.730   MT  0.99963126   -0 26 09.0
 DH3108
 DH3108!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH3108!SPC MN S     -   0.99995104  x   0.99997056  =   0.99992161
 DH3108!UTM  15      -   0.99995104  x   0.99963126  =   0.99958232
 DH3108
 DH3108_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVJ4958464866(NAD 83)
 DH3108
 DH3108                          SUPERSEDED SURVEY CONTROL
 DH3108
 DH3108  NAD 83(2007)-  43 56 06.70498(N)    093 37 41.29949(W) AD(2002.00) 0
 DH3108  ELLIP H (02/10/07)  312.245  (m)                       GP(2002.00)    
 DH3108  NAD 83(1996)-  43 56 06.70456(N)    093 37 41.29864(W) AD(       ) 1
 DH3108  ELLIP H (04/27/05)  312.294  (m)                       GP(       ) 4 1
 DH3108
 DH3108.Superseded values are not recommended for survey control.
 DH3108
 DH3108.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH3108.See file dsdata.pdf to determine how the superseded data were derived.
 DH3108
 DH3108_MARKER: DD = SURVEY DISK
 DH3108_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 DH3108_STAMPING: 16 KED 1966
 DH3108_MARK LOGO: USGS
 DH3108_PROJECTION: FLUSH
 DH3108_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DH3108_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DH3108_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH3108+SATELLITE: SATELLITE OBSERVATIONS - April 19, 2021
 DH3108
 DH3108  HISTORY     - Date     Condition        Report By
 DH3108  HISTORY     - 1966     MONUMENTED       USGS
 DH3108  HISTORY     - 20180731 GOOD             MNDT
 DH3108  HISTORY     - 20210419 GOOD             MNDT
 DH3108
 DH3108                          STATION DESCRIPTION
 DH3108
 DH3108'DESCRIBED BY US GEOLOGICAL SURVEY 1966 (KED)
 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.
 DH3108
 DH3108                          STATION RECOVERY (2018)
 DH3108
 DH3108'RECOVERY NOTE BY MN DEPT OF TRANSP 2018 (KMS)
 DH3108'3.5 MI (5.6 KM) EAST OF WALDORF, 0.25 MI (0.40 KM) EAST ALONG COUNTY
 DH3108'ROAD 4 FROM THE JUNCTION OF TRUNK HIGHWAY 83 AND COUNTY ROAD 4 IN
 DH3108'WALDORF, THEN 3.4 MI (5.5 KM) EAST ON COUNTY ROAD 74 (260TH AVENUE),
 DH3108'45.4 FT (13.8 M) NORTH OF COUNTY ROAD 74, 261.0 FT (79.6 M) WEST OF
 DH3108'COUNTY ROAD 11 (70TH STREET), 5.0 FT (1.5 M) NORTHEAST OF A POWER POLE
 DH3108'WITH A GUY WIRE, 2.0 FT (0.6 M) SOUTH OF A WITNESS POST.
 DH3108
 DH3108                          STATION RECOVERY (2021)
 DH3108
 DH3108'RECOVERY NOTE BY MN DEPT OF TRANSP 2021 (KMS)
 DH3108'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DN2562 ***********************************************************************
 DN2562  DESIGNATION -  16 KED
 DN2562  PID         -  DN2562
 DN2562  STATE/COUNTY-  MN/KANDIYOHI
 DN2562  COUNTRY     -  US
 DN2562  USGS QUAD   -  MOUNT TOM (2019)
 DN2562
 DN2562                         *CURRENT SURVEY CONTROL
 DN2562  ______________________________________________________________________
 DN2562* NAD 83(2011) POSITION- 45 18 41.45046(N) 095 00 34.92766(W)   ADJUSTED
 DN2562* NAD 83(2011) ELLIP HT-   345.965 (meters)        (06/15/20)   ADJUSTED
 DN2562* NAD 83(2011) EPOCH   -  2010.00
 DN2562* NAVD 88 ORTHO HEIGHT -   372.759 (meters)     1222.96  (feet) ADJUSTED
 DN2562  ______________________________________________________________________
 DN2562  GEOID HEIGHT    -        -26.796 (meters)                     GEOID18
 DN2562  NAD 83(2011) X  -   -392,373.791 (meters)                     COMP
 DN2562  NAD 83(2011) Y  - -4,476,122.982 (meters)                     COMP
 DN2562  NAD 83(2011) Z  -  4,512,007.775 (meters)                     COMP
 DN2562  LAPLACE CORR    -         -2.07  (seconds)                    DEFLEC18
 DN2562  DYNAMIC HEIGHT  -        372.731 (meters)     1222.87  (feet) COMP
 DN2562  MODELED GRAVITY -    980,531.3   (mgal)                       NAVD 88
 DN2562
 DN2562  VERT ORDER      -  SECOND    CLASS I
 DN2562
 DN2562  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DN2562  Standards:
 DN2562         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DN2562            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DN2562  -------------------------------------------------------------------
 DN2562  NETWORK    0.54   1.02           0.24   0.20   0.52      0.04705811
 DN2562  -------------------------------------------------------------------
 DN2562  Click here for local accuracies and other accuracy information.
 DN2562
 DN2562.The horizontal coordinates were established by GPS observations
 DN2562.and adjusted by the MN DEPT OF TRANSP in June 2020.
 DN2562
 DN2562.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DN2562.been affixed to the stable North American tectonic plate. See 
 DN2562.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DN2562
 DN2562.The horizontal coordinates are valid at the epoch date displayed above
 DN2562.which is a decimal equivalence of Year/Month/Day.
 DN2562
 DN2562.The orthometric height was determined by differential leveling and
 DN2562.adjusted by the NATIONAL GEODETIC SURVEY
 DN2562.in December 2013.
 DN2562
 DN2562.Significant digits in the geoid height do not necessarily reflect accuracy.
 DN2562.GEOID18 height accuracy estimate available here.
 DN2562
 DN2562.Click photographs - Photos may exist for this station.
 DN2562
 DN2562.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DN2562
 DN2562.The Laplace correction was computed from DEFLEC18 derived deflections.
 DN2562
 DN2562.The ellipsoidal height was determined by GPS observations
 DN2562.and is referenced to NAD 83.
 DN2562
 DN2562.The dynamic height is computed by dividing the NAVD 88
 DN2562.geopotential number by the normal gravity value computed on the
 DN2562.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN2562.degrees latitude (g = 980.6199 gals.).
 DN2562
 DN2562.The modeled gravity was interpolated from observed gravity values.
 DN2562
 DN2562. The following values were computed from the NAD 83(2011) position.
 DN2562
 DN2562;                    North         East     Units Scale Factor Converg.
 DN2562;SPC MN S     -   357,335.455   720,821.020   MT  1.00002211   -0 42 27.8
 DN2562;SPC MN S     - 1,172,358.07  2,364,893.63   sFT  1.00002211   -0 42 27.8
 DN2562;UTM  15      - 5,019,521.219   342,465.682   MT  0.99990514   -1 25 44.7
 DN2562
 DN2562!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DN2562!SPC MN S     -   0.99994576  x   1.00002211  =   0.99996787
 DN2562!UTM  15      -   0.99994576  x   0.99990514  =   0.99985091
 DN2562
 DN2562_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUL4246519521(NAD 83)
 DN2562
 DN2562                          SUPERSEDED SURVEY CONTROL
 DN2562
 DN2562.No superseded survey control is available for this station.
 DN2562
 DN2562_MARKER: DD = SURVEY DISK
 DN2562_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DN2562_STAMPING: 16 KED 1965
 DN2562_MARK LOGO: USGS
 DN2562_PROJECTION: FLUSH
 DN2562_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 DN2562_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DN2562+STABILITY: SURFACE MOTION
 DN2562_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DN2562+SATELLITE: SATELLITE OBSERVATIONS - April 09, 2018
 DN2562
 DN2562  HISTORY     - Date     Condition        Report By
 DN2562  HISTORY     - 19650401 MONUMENTED       USGS
 DN2562  HISTORY     - 20080922 GOOD             MNDT
 DN2562  HISTORY     - 20180409 GOOD             MNDT
 DN2562
 DN2562                          STATION DESCRIPTION
 DN2562
 DN2562'DESCRIBED BY MN DEPT OF TRANSP 2008 (MPP)
 DN2562'THE MARK IS 3.27 MI (5.3 KM) NORTHWEST OF NEW LONDON.
 DN2562'
 DN2562'TO REACH THE MARK GO 0.9 MI (1.4 KM) NORTHEAST ALONG TRUNK HIGHWAY 9
 DN2562'FROM THE JUNCTION OF TRUNK HIGHWAY 9 AND SECOND AVENUE SOUTHWEST IN
 DN2562'NEW LONDON, AT TRUNK HIGHWAY 4 MILE POINT 5.25.
 DN2562'
 DN2562'IT IS 3.0 MI (4.8 KM) WEST ON 195TH AVENUE NORTHEAST, THEN 98 FT (29.9
 DN2562'M) NORTH ON TRUNK HIGHWAY 71, AT TRUNK HIGHWAY 71 MILE POINT 137.30,
 DN2562'AT THE JUNCTION OF TRUNK HIGHWAY 71 AND COUNTY ROAD 48 TO STATE PARK,
 DN2562'78.3 FT (23.9 M) NORTH AND 74.2 FT (22.6 M) WEST OF HIGHWAY AT
 DN2562'EAST-WEST ROAD, 26.3 FT (8.0 M) NORTHEAST OF POWER POLE NUMBER HE
 DN2562'120X, 1.0 FT (0.3 M) EAST OF A WITNESS POST.
 DN2562
 DN2562                          STATION RECOVERY (2018)
 DN2562
 DN2562'RECOVERY NOTE BY MN DEPT OF TRANSP 2018 (BXH)
 DN2562'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 AE8057 ***********************************************************************
 AE8057  DESIGNATION -  16 LMT
 AE8057  PID         -  AE8057
 AE8057  STATE/COUNTY-  MN/FILLMORE
 AE8057  COUNTRY     -  US
 AE8057  USGS QUAD   -  CHERRY GROVE (2019)
 AE8057
 AE8057                         *CURRENT SURVEY CONTROL
 AE8057  ______________________________________________________________________
 AE8057* NAD 83(1986) POSITION- 43 30 02.3    (N) 092 22 03.4    (W)   HD_HELD2
 AE8057* NAVD 88 ORTHO HEIGHT -   373.450 (meters)     1225.23  (feet) ADJUSTED
 AE8057  ______________________________________________________________________
 AE8057  GEOID HEIGHT    -        -30.252 (meters)                     GEOID18
 AE8057  DYNAMIC HEIGHT  -        373.355 (meters)     1224.92  (feet) COMP
 AE8057  MODELED GRAVITY -    980,356.3   (mgal)                       NAVD 88
 AE8057
 AE8057  VERT ORDER      -  SECOND    CLASS I
 AE8057
 AE8057.The horizontal coordinates were established by autonomous hand held GPS
 AE8057.observations and have an estimated accuracy of +/- 10 meters.
 AE8057
 AE8057.The orthometric height was determined by differential leveling and
 AE8057.adjusted by the NATIONAL GEODETIC SURVEY
 AE8057.in November 1998.
 AE8057
 AE8057.Significant digits in the geoid height do not necessarily reflect accuracy.
 AE8057.GEOID18 height accuracy estimate available here.
 AE8057
 AE8057.Click photographs - Photos may exist for this station.
 AE8057
 AE8057.The dynamic height is computed by dividing the NAVD 88
 AE8057.geopotential number by the normal gravity value computed on the
 AE8057.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE8057.degrees latitude (g = 980.6199 gals.).
 AE8057
 AE8057.The modeled gravity was interpolated from observed gravity values.
 AE8057
 AE8057;                    North         East    Units  Estimated Accuracy
 AE8057;SPC MN S     -   156,947.      932,022.      MT  (+/- 10 meters HH2 GPS)
 AE8057
 AE8057_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWJ5112416606(NAD 83)
 AE8057
 AE8057                          SUPERSEDED SURVEY CONTROL
 AE8057
 AE8057.No superseded survey control is available for this station.
 AE8057
 AE8057_MARKER: DB = BENCH MARK DISK
 AE8057_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 AE8057_STAMPING: 1225 16 LMT 1963
 AE8057_MARK LOGO: USGS
 AE8057_PROJECTION: PROJECTING 15 CENTIMETERS
 AE8057_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 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 18, 2024
 AE8057
 AE8057  HISTORY     - Date     Condition        Report By
 AE8057  HISTORY     - 19630401 MONUMENTED       USGS
 AE8057  HISTORY     - 19910729 GOOD             MNDT
 AE8057  HISTORY     - 19920707 GOOD             MNDT
 AE8057  HISTORY     - 20130417 GOOD             MNDT
 AE8057  HISTORY     - 20200820 GOOD             MNDT
 AE8057  HISTORY     - 20240718 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.
 AE8057
 AE8057                          STATION RECOVERY (2013)
 AE8057
 AE8057'RECOVERY NOTE BY MN DEPT OF TRANSP 2013 (MPP)
 AE8057'THE STATION IS LOCATED ABOUT 8.4 MI (13.5 KM) SOUTH-SOUTHEAST OF
 AE8057'OSTRANDER, 7.2 MI (11.6 KM) SOUTH-SOUTHWEST OF CHERRY GROVE AND 6.9 MI
 AE8057'(11.1 KM) EAST OF LE ROY.
 AE8057'
 AE8057'AT NORTH EDGE OF CHESTER IOWA (ALONG MINNESOTA/IOWA STATE LINE), 347.0
 AE8057'FT (105.8 M) EAST OF TRUNK HIGHWAY 63, AT TRUNK HIGHWAY 63 MILE POINT
 AE8057'0.0.
 AE8057'
 AE8057'IT IS 47.0 FT (14.3 M) WEST OF POWER POLE ANCHORED EAST, 41.0 FT (12.5
 AE8057'M) NORTH OF 10TH STREET/STATE LINE ROAD ALONG STATE LINE, 1.0 FT (0.3
 AE8057'M) SOUTH OF A WITNESS POST.
 AE8057
 AE8057                          STATION RECOVERY (2020)
 AE8057
 AE8057'RECOVERY NOTE BY MN DEPT OF TRANSP 2020 (TSS)
 AE8057'RECOVERED AS DESCRIBED.
 AE8057
 AE8057                          STATION RECOVERY (2024)
 AE8057
 AE8057'RECOVERY NOTE BY MN DEPT OF TRANSP 2024 (RMJ)
 AE8057'AT THE NORTH EDGE OF CHESTER IOWA (ALONG THE MINNESOTA/IOWA STATE
 AE8057'LINE), 347.0 FT (105.8 M) EAST OF TRUNK HIGHWAY 63, AT TRUNK HIGHWAY
 AE8057'63 MILE POINT 0.0, 47.0 FT (14.3 M) WEST OF A POWER POLE ANCHORED
 AE8057'EAST, 41.0 FT (12.5 M) NORTH OF 10TH STREET/STATE LINE ROAD ALONG THE
 AE8057'STATE LINE, 1.0 FT (0.3 M) SOUTH OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DK7872 ***********************************************************************
 DK7872  DESIGNATION -  16 LNB
 DK7872  PID         -  DK7872
 DK7872  STATE/COUNTY-  MN/OTTER TAIL
 DK7872  COUNTRY     -  US
 DK7872  USGS QUAD   -  EAGLE LAKE (2019)
 DK7872
 DK7872                         *CURRENT SURVEY CONTROL
 DK7872  ______________________________________________________________________
 DK7872* NAD 83(1986) POSITION- 46 08 07.71   (N) 095 39 57.41   (W)   HD_HELD1
 DK7872* NAVD 88 ORTHO HEIGHT -   414.809 (meters)     1360.92  (feet) ADJUSTED
 DK7872  ______________________________________________________________________
 DK7872  GEOID HEIGHT    -        -26.481 (meters)                     GEOID18
 DK7872  DYNAMIC HEIGHT  -        414.806 (meters)     1360.91  (feet) COMP
 DK7872  MODELED GRAVITY -    980,596.0   (mgal)                       NAVD 88
 DK7872
 DK7872  VERT ORDER      -  SECOND    CLASS I
 DK7872
 DK7872.The horizontal coordinates were determined by differentially corrected
 DK7872.hand held GPS observations or other comparable positioning techniques
 DK7872.and have an estimated accuracy of +/- 3 meters.
 DK7872
 DK7872.The orthometric height was determined by differential leveling and
 DK7872.adjusted by the NATIONAL GEODETIC SURVEY
 DK7872.in May 2009.
 DK7872
 DK7872.No vertical observational check was made to the station.
 DK7872
 DK7872.Significant digits in the geoid height do not necessarily reflect accuracy.
 DK7872.GEOID18 height accuracy estimate available here.
 DK7872
 DK7872.Click photographs - Photos may exist for this station.
 DK7872
 DK7872.The dynamic height is computed by dividing the NAVD 88
 DK7872.geopotential number by the normal gravity value computed on the
 DK7872.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK7872.degrees latitude (g = 980.6199 gals.).
 DK7872
 DK7872.The modeled gravity was interpolated from observed gravity values.
 DK7872
 DK7872;                    North         East    Units  Estimated Accuracy
 DK7872;SPC MN C     -   227,181.3     690,597.8     MT  (+/- 3 meters HH1 GPS) 
 DK7872
 DK7872_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTM9407612555(NAD 83)
 DK7872
 DK7872                          SUPERSEDED SURVEY CONTROL
 DK7872
 DK7872.No superseded survey control is available for this station.
 DK7872
 DK7872_MARKER: DD = SURVEY DISK
 DK7872_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DK7872_STAMPING: 16 LNB 1967
 DK7872_MARK LOGO: USGS
 DK7872_PROJECTION: FLUSH
 DK7872_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 DK7872_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DK7872+STABILITY: SURFACE MOTION
 DK7872_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DK7872+SATELLITE: SATELLITE OBSERVATIONS - December 17, 2019
 DK7872
 DK7872  HISTORY     - Date     Condition        Report By
 DK7872  HISTORY     - 19670401 MONUMENTED       USGS
 DK7872  HISTORY     - 20051010 GOOD             MNDT
 DK7872  HISTORY     - 20090729 GOOD             MNDT
 DK7872  HISTORY     - 20191217 GOOD             MNDT
 DK7872
 DK7872                          STATION DESCRIPTION
 DK7872
 DK7872'DESCRIBED BY MN DEPT OF TRANSP 2005 (WAS)
 DK7872'THE MARK IS LOCATED ABOUT 9.1 MI (14.6 KM) NORTH OF EVANSVILLE, 7.8 MI
 DK7872'(12.6 KM) EAST-NORTHEAST OF ASHBY AND 6.8 MI (10.9 KM) NORTHWEST OF
 DK7872'MILLERVILLE.  1.0 MI (1.6 KM) NORTH AND 7.5 MI (12.1 KM) WEST OF
 DK7872'URBANK, 77 FT (23.5 M) SOUTH AND 43 FT (13.1 M) EAST OF THE JUNCTION
 DK7872'OF COUNTY ROAD 38 (EAST-WEST) COUNTY ROAD 81 (NORTH) AND TOWNSHIP ROAD
 DK7872'(SOUTH), 66.4 FT (20.2 M) SOUTH OF COUNTY ROAD 35, 41.5 FT (12.6 M)
 DK7872'EAST OF 395TH AVENUE, 2.2 FT (0.7 M) SOUTHWEST OF A FENCE CORNER POST,
 DK7872'1.6 FT (0.5 M) WEST OF A FENCE, 1.0 FT (0.3 M) NORTH OF A WITNESS
 DK7872'POST.
 DK7872
 DK7872                          STATION RECOVERY (2009)
 DK7872
 DK7872'RECOVERY NOTE BY MN DEPT OF TRANSP 2009 (KMS)
 DK7872'9.15 MI (14.72 KM) SOUTH OF BATTLE LAKE, 9.5 MI (15.3 KM) SOUTH ALONG
 DK7872'TRUNK HIGHWAY 78  FROM THE JUNCTION OF TRUNK HIGHWAY 78 AND TRUNK
 DK7872'HIGHWAY 210 IN BATTLE LAKE TO TRUNK HIGHWAY 78 MILE POINT 11.95,
 DK7872'THENCE 2.0 MI (3.2 KM) EAST ALONG COUNTY ROAD 38, 77 FT (23.5 M) SOUTH
 DK7872'AND 43 FT (13.1 M) EAST OF THE JUNCTION OF COUNTY ROAD 38 (EAST-WEST)
 DK7872'COUNTY ROAD 81 (NORTH) AND TOWNSHIP ROAD (SOUTH), 66.4 FT (20.2 M)
 DK7872'SOUTH OF COUNTY ROAD 38, 41.5 FT (12.6 M) EAST OF 395TH AVENUE, 2.2 FT
 DK7872'(0.7 M) SOUTHWEST OF A FENCE CORNER POST, 1.6 FT (0.5 M) WEST OF A
 DK7872'FENCE, 1.0 FT (0.3 M) NORTH OF A WITNESS POST.
 DK7872
 DK7872                          STATION RECOVERY (2019)
 DK7872
 DK7872'RECOVERY NOTE BY MN DEPT OF TRANSP 2019 (MPP)
 DK7872'9.15 MI (14.72 KM) SOUTH OF BATTLE LAKE, 9.5 MI (15.3 KM) SOUTH ALONG
 DK7872'TRUNK HIGHWAY 78 FROM THE JUNCTION OF TRUNK HIGHWAY 78 AND TRUNK
 DK7872'HIGHWAY 210 IN BATTLE LAKE TO TRUNK HIGHWAY 78 MILE POINT 11.95,
 DK7872'THENCE 2.0 MI (3.2 KM) EAST ALONG COUNTY ROAD 38, 77.0 FT (23.5 M)
 DK7872'SOUTH AND 43.0 FT (13.1 M) EAST OF THE JUNCTION OF COUNTY ROAD 38
 DK7872'(EAST-WEST) COUNTY ROAD 81 (NORTH) AND A TOWNSHIP ROAD (SOUTH), 66.4
 DK7872'FT (20.2 M) SOUTH OF COUNTY ROAD 38, 41.5 FT (12.6 M) EAST OF 395TH
 DK7872'AVENUE, 2.2 FT (0.7 M) SOUTHWEST OF A FENCE CORNER POST, 1.6 FT (0.5
 DK7872'M) WEST OF A FENCE, 1.0 FT (0.3 M) NORTH OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 PP2067 ***********************************************************************
 PP2067  DESIGNATION -  16 RLG
 PP2067  PID         -  PP2067
 PP2067  STATE/COUNTY-  MN/BLUE EARTH
 PP2067  COUNTRY     -  US
 PP2067  USGS QUAD   -  MANKATO EAST (2019)
 PP2067
 PP2067                         *CURRENT SURVEY CONTROL
 PP2067  ______________________________________________________________________
 PP2067* NAD 83(1996) POSITION- 44 08 16.06114(N) 093 52 49.52218(W)   ADJUSTED
 PP2067* NAVD 88 ORTHO HEIGHT -   294.367 (meters)      965.77  (feet) ADJUSTED
 PP2067  ______________________________________________________________________
 PP2067  GEOID HEIGHT    -        -28.603 (meters)                     GEOID18
 PP2067  LAPLACE CORR    -         -5.49  (seconds)                    DEFLEC18
 PP2067  DYNAMIC HEIGHT  -        294.314 (meters)      965.60  (feet) COMP
 PP2067  MODELED GRAVITY -    980,433.3   (mgal)                       NAVD 88
 PP2067
 PP2067  HORZ ORDER      -  SECOND
 PP2067  VERT ORDER      -  SECOND    CLASS I
 PP2067
 PP2067.The horizontal coordinates were established by classical geodetic methods
 PP2067.and adjusted by the National Geodetic Survey in March 1999.
 PP2067
 PP2067.The orthometric height was determined by differential leveling and
 PP2067.adjusted by the NATIONAL GEODETIC SURVEY
 PP2067.in May 2019.
 PP2067
 PP2067.Significant digits in the geoid height do not necessarily reflect accuracy.
 PP2067.GEOID18 height accuracy estimate available here.
 PP2067
 PP2067.Click photographs - Photos may exist for this station.
 PP2067
 PP2067.The Laplace correction was computed from DEFLEC18 derived deflections.
 PP2067
 PP2067.The dynamic height is computed by dividing the NAVD 88
 PP2067.geopotential number by the normal gravity value computed on the
 PP2067.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP2067.degrees latitude (g = 980.6199 gals.).
 PP2067
 PP2067.The modeled gravity was interpolated from observed gravity values.
 PP2067
 PP2067. The following values were computed from the NAD 83(1996) position.
 PP2067
 PP2067;                    North         East     Units Scale Factor Converg.
 PP2067;SPC MN S     -   226,429.137   809,568.047   MT  0.99994207   +0 05 01.7
 PP2067;SPC MN S     -   742,876.26  2,656,057.83   sFT  0.99994207   +0 05 01.7
 PP2067;UTM  15      - 4,887,554.399   429,576.365   MT  0.99966099   -0 36 47.3
 PP2067
 PP2067!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PP2067!SPC MN S     -   0.99995833  x   0.99994207  =   0.99990040
 PP2067!UTM  15      -   0.99995833  x   0.99966099  =   0.99961933
 PP2067
 PP2067_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVJ2957687554(NAD 83)
 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  NAVD 88 (06/15/91)  294.351  (m)          965.72   (f) SUPERSEDED  2 1
 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
 PP2067.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PP2067.See file dsdata.pdf to determine how the superseded data were derived.
 PP2067
 PP2067_MARKER: DB = BENCH MARK DISK
 PP2067_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PP2067_STAMPING: 16 RLG 1949
 PP2067_MARK LOGO: USGS
 PP2067_PROJECTION: PROJECTING 10 CENTIMETERS
 PP2067_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 PP2067_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PP2067+STABILITY: SURFACE MOTION
 PP2067_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 PP2067+SATELLITE: SATELLITE OBSERVATIONS - August 31, 2022
 PP2067
 PP2067  HISTORY     - Date     Condition        Report By
 PP2067  HISTORY     - 19490401 MONUMENTED       USGS
 PP2067  HISTORY     - 1978     GOOD             MNDT
 PP2067  HISTORY     - 1979     GOOD             MNDT
 PP2067  HISTORY     - 19880620 GOOD             MNDT
 PP2067  HISTORY     - 20160421 GOOD             MNDT
 PP2067  HISTORY     - 20220831 GOOD             MNDT
 PP2067
 PP2067                          STATION DESCRIPTION
 PP2067
 PP2067'DESCRIBED BY US GEOLOGICAL SURVEY 1949 (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.  IT IS 60
 PP2067'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.  IT PROJECTS 0.2 FOOT ABOVE THE SURFACE OF THE GROUND.  A
 PP2067'STEEL ROD BURIED ADJACENT TO THE MONUMENT MAKES THE MARK 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.
 PP2067
 PP2067                          STATION RECOVERY (2016)
 PP2067
 PP2067'RECOVERY NOTE BY MN DEPT OF TRANSP 2016 (KMS)
 PP2067'THE MARK IS LOCATED ABOUT 6.4 MI (10.3 KM) EAST-SOUTHEAST OF MANKATO.
 PP2067'
 PP2067'TO REACH THE MARK GO 3.45 MI (5.55 KM) EAST ALONG TRUNK HIGHWAY 83
 PP2067'FROM THE JUNCTION OF TRUNK HIGHWAYS 83 AND 22 IN MANKATO TO TRUNK
 PP2067'HIGHWAY 83 MILE POINT 20.4, THEN 0.45 MI (0.72 KM) EAST ON COUNTY ROAD
 PP2067'28.
 PP2067'
 PP2067'THE MARK IS LOCATED 117.3 FT (35.8 M) SOUTH-SOUTHEAST OF COUNTY ROAD
 PP2067'28, 40.0 FT (12.2 M) WEST OF DRIVEWAY NUMBERS 60141 AND 60145, 3.7 FT
 PP2067'(1.1 M) EAST OF POWER POLE WITH TRANSFORMER.
 PP2067
 PP2067                          STATION RECOVERY (2022)
 PP2067
 PP2067'RECOVERY NOTE BY MN DEPT OF TRANSP 2022 (KMS)
 PP2067'6.4 MI (10.3 KM) EAST-SOUTHEAST OF MANKATO, 3.45 MI (5.55 KM) EAST
 PP2067'ALONG TRUNK HIGHWAY 83 FROM THE JUNCTION OF TRUNK HIGHWAYS 83 AND 22
 PP2067'IN MANKATO TO TRUNK HIGHWAY 83 MILE POINT 20.4, THEN 0.45 MI (0.72 KM)
 PP2067'EAST ON COUNTY ROAD 28, 117.3 FT (35.8 M) SOUTH-SOUTHEAST OF COUNTY
 PP2067'ROAD 28, 40.0 FT (12.2 M) WEST OF DRIVEWAY NUMBERS 60141 AND 60145,
 PP2067'3.7 FT (1.1 M) EAST OF A POWER POLE WITH A TRANSFORMER.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DP7344 ***********************************************************************
 DP7344  HT_MOD      -  This is a Height Modernization Survey Station.
 DP7344  DESIGNATION -  16 RWM
 DP7344  PID         -  DP7344
 DP7344  STATE/COUNTY-  MN/CLAY
 DP7344  COUNTRY     -  US
 DP7344  USGS QUAD   -  COMSTOCK (2019)
 DP7344
 DP7344                         *CURRENT SURVEY CONTROL
 DP7344  ______________________________________________________________________
 DP7344* NAD 83(2011) POSITION- 46 40 44.00572(N) 096 37 54.36056(W)   ADJUSTED
 DP7344* NAD 83(2011) ELLIP HT-   258.453 (meters)        (05/15/15)   ADJUSTED
 DP7344* NAD 83(2011) EPOCH   -  2010.00
 DP7344* NAVD 88 ORTHO HEIGHT -   284.85  (meters)      934.5   (feet) GPS OBS
 DP7344  ______________________________________________________________________
 DP7344  NAVD 88 orthometric height was determined with an earlier geoid model
 DP7344  GEOID HEIGHT    -        -26.459 (meters)                     GEOID18
 DP7344  NAD 83(2011) X  -   -506,287.819 (meters)                     COMP
 DP7344  NAD 83(2011) Y  - -4,354,570.621 (meters)                     COMP
 DP7344  NAD 83(2011) Z  -  4,617,534.487 (meters)                     COMP
 DP7344  LAPLACE CORR    -         -0.53  (seconds)                    DEFLEC18
 DP7344
 DP7344  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DP7344  Standards:
 DP7344         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DP7344            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DP7344  -------------------------------------------------------------------
 DP7344  NETWORK    0.35   0.61           0.16   0.12   0.31     -0.00120123
 DP7344  -------------------------------------------------------------------
 DP7344  Click here for local accuracies and other accuracy information.
 DP7344
 DP7344.The horizontal coordinates were established by GPS observations
 DP7344.and adjusted by the MN DEPT OF TRANSP in May 2015.
 DP7344
 DP7344.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DP7344.been affixed to the stable North American tectonic plate. See 
 DP7344.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DP7344
 DP7344.The horizontal coordinates are valid at the epoch date displayed above
 DP7344.which is a decimal equivalence of Year/Month/Day.
 DP7344
 DP7344.The orthometric height was determined by GPS observations and a
 DP7344.high-resolution geoid model using precise GPS observation and
 DP7344.processing techniques.
 DP7344
 DP7344.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP7344.GEOID18 height accuracy estimate available here.
 DP7344
 DP7344.Click photographs - Photos may exist for this station.
 DP7344
 DP7344.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DP7344
 DP7344.The Laplace correction was computed from DEFLEC18 derived deflections.
 DP7344
 DP7344.The ellipsoidal height was determined by GPS observations
 DP7344.and is referenced to NAD 83.
 DP7344
 DP7344. The following values were computed from the NAD 83(2011) position.
 DP7344
 DP7344;                    North         East     Units Scale Factor Converg.
 DP7344;SPC MN C     -   289,344.148   617,808.314   MT  0.99994002   -1 43 22.6
 DP7344;SPC MN C     -   949,289.93  2,026,926.11   sFT  0.99994002   -1 43 22.6
 DP7344;UTM  14      - 5,172,205.346   681,119.176   MT  1.00000322   +1 43 24.3
 DP7344
 DP7344!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DP7344!SPC MN C     -   0.99995949  x   0.99994002  =   0.99989951
 DP7344!UTM  14      -   0.99995949  x   1.00000322  =   0.99996271
 DP7344
 DP7344_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPS8111972205(NAD 83)
 DP7344
 DP7344                          SUPERSEDED SURVEY CONTROL
 DP7344
 DP7344  NAVD 88 (05/15/15)  284.92   (m)  GEOID12A model used  GPS OBS        
 DP7344
 DP7344.Superseded values are not recommended for survey control.
 DP7344
 DP7344.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DP7344.See file dsdata.pdf to determine how the superseded data were derived.
 DP7344
 DP7344_MARKER: DD = SURVEY DISK
 DP7344_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DP7344_STAMPING: 16 RWM 1964
 DP7344_MARK LOGO: USGS
 DP7344_PROJECTION: RECESSED 3 CENTIMETERS
 DP7344_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DP7344_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DP7344+STABILITY: SURFACE MOTION
 DP7344_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP7344+SATELLITE: SATELLITE OBSERVATIONS - July 30, 2024
 DP7344
 DP7344  HISTORY     - Date     Condition        Report By
 DP7344  HISTORY     - 19640401 MONUMENTED       USGS
 DP7344  HISTORY     - 20150120 GOOD             MNDT
 DP7344  HISTORY     - 20240730 GOOD             MNDT
 DP7344
 DP7344                          STATION DESCRIPTION
 DP7344
 DP7344'DESCRIBED BY MN DEPT OF TRANSP 2015 (TXD)
 DP7344'5.58 MILES NORTHEAST OF COMSTOCK, 6.5 MILES SOUTH AND 1 MILE EAST OF
 DP7344'SABIN, 5.4 MILES EAST ALONG COUNTY HIGHWAY 2 (SOUTH 160TH
 DP7344'AVENUE/BROADWAY) FROM THE JUNCTION OF 1ST STREET/SOUTH 20TH STREET IN
 DP7344'COMSTOCK, THEN 1.3 MILES NORTH ALONG COUNTY ROAD 53 (80TH STREET
 DP7344'SOUTH), 38 FEET WEST OF 80TH STREET SOUTH, 2 FEET SOUTH OF 3 FOOT PINK
 DP7344'ROCK, 1 FOOT WEST OF WITNESS POST.
 DP7344
 DP7344                          STATION RECOVERY (2024)
 DP7344
 DP7344'RECOVERY NOTE BY MN DEPT OF TRANSP 2024 (ADW)
 DP7344'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 PQ1102 ***********************************************************************
 PQ1102  HT_MOD      -  This is a Height Modernization Survey Station.
 PQ1102  DESIGNATION -  16 T
 PQ1102  PID         -  PQ1102
 PQ1102  STATE/COUNTY-  MN/LYON
 PQ1102  COUNTRY     -  US
 PQ1102  USGS QUAD   -  LYND (2019)
 PQ1102
 PQ1102                         *CURRENT SURVEY CONTROL
 PQ1102  ______________________________________________________________________
 PQ1102* NAD 83(2011) POSITION- 44 29 51.35304(N) 095 55 05.73718(W)   ADJUSTED
 PQ1102* NAD 83(2011) ELLIP HT-   334.155 (meters)        (06/27/12)   ADJUSTED
 PQ1102* NAD 83(2011) EPOCH   -  2010.00
 PQ1102* NAVD 88 ORTHO HEIGHT -   360.98  (meters)     1184.3   (feet) GPS OBS
 PQ1102  ______________________________________________________________________
 PQ1102  NAVD 88 orthometric height was determined with geoid model    GEOID03
 PQ1102  GEOID HEIGHT    -        -26.740 (meters)                     GEOID03
 PQ1102  GEOID HEIGHT    -        -26.825 (meters)                     GEOID18
 PQ1102  NAD 83(2011) X  -   -469,883.984 (meters)                     COMP
 PQ1102  NAD 83(2011) Y  - -4,532,844.168 (meters)                     COMP
 PQ1102  NAD 83(2011) Z  -  4,447,932.016 (meters)                     COMP
 PQ1102  LAPLACE CORR    -         -3.91  (seconds)                    DEFLEC18
 PQ1102
 PQ1102  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 PQ1102  Standards:
 PQ1102         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 PQ1102            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 PQ1102  -------------------------------------------------------------------
 PQ1102  NETWORK    0.30   0.35           0.14   0.10   0.18      0.19878590
 PQ1102  -------------------------------------------------------------------
 PQ1102  Click here for local accuracies and other accuracy information.
 PQ1102
 PQ1102.The horizontal coordinates were established by GPS observations
 PQ1102.and adjusted by the National Geodetic Survey in June 2012.
 PQ1102
 PQ1102.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 PQ1102.been affixed to the stable North American tectonic plate. See 
 PQ1102.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 PQ1102
 PQ1102.The horizontal coordinates are valid at the epoch date displayed above
 PQ1102.which is a decimal equivalence of Year/Month/Day.
 PQ1102
 PQ1102.The orthometric height was determined by GPS observations and a
 PQ1102.high-resolution geoid model using precise GPS observation and
 PQ1102.processing techniques.
 PQ1102
 PQ1102.Significant digits in the geoid height do not necessarily reflect accuracy.
 PQ1102.GEOID18 height accuracy estimate available here.
 PQ1102
 PQ1102.Click photographs - Photos may exist for this station.
 PQ1102
 PQ1102.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 PQ1102
 PQ1102.The Laplace correction was computed from DEFLEC18 derived deflections.
 PQ1102
 PQ1102.The ellipsoidal height was determined by GPS observations
 PQ1102.and is referenced to NAD 83.
 PQ1102
 PQ1102. The following values were computed from the NAD 83(2011) position.
 PQ1102
 PQ1102;                    North         East     Units Scale Factor Converg.
 PQ1102;SPC MN S     -   268,189.974   647,461.228   MT  0.99992204   -1 20 40.4
 PQ1102;SPC MN S     -   879,886.61  2,124,212.38   sFT  0.99992204   -1 20 40.4
 PQ1102;UTM  15      - 4,931,285.289   267,993.450   MT  1.00026200   -2 02 46.5
 PQ1102;UTM  14      - 4,931,762.695   745,003.655   MT  1.00033826   +2 09 39.6
 PQ1102
 PQ1102!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PQ1102!SPC MN S     -   0.99994761  x   0.99992204  =   0.99986965
 PQ1102!UTM  15      -   0.99994761  x   1.00026200  =   1.00020959
 PQ1102!UTM  14      -   0.99994761  x   1.00033826  =   1.00028585
 PQ1102
 PQ1102_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTK6799331285(NAD 83)
 PQ1102
 PQ1102                          SUPERSEDED SURVEY CONTROL
 PQ1102
 PQ1102  NAD 83(2007)-  44 29 51.35279(N)    095 55 05.73794(W) AD(2002.00) 1
 PQ1102  ELLIP H (11/04/09)  334.195  (m)                       GP(2002.00) 3 1
 PQ1102  NAD 83(1996)-  44 29 51.35458(N)    095 55 05.74622(W) AD(       ) 3
 PQ1102  NAD 83(1996)-  44 29 51.34995(N)    095 55 05.74228(W) AD(       ) 3
 PQ1102  NAD 83(1986)-  44 29 51.35012(N)    095 55 05.73408(W) AD(       ) 3
 PQ1102  NAD 27      -  44 29 51.49188(N)    095 55 04.63259(W) AD(       ) 3
 PQ1102  NGVD 29             360.80   (m)         1183.7    (f) LEVELING    3  
 PQ1102
 PQ1102.Superseded values are not recommended for survey control.
 PQ1102
 PQ1102.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PQ1102.See file dsdata.pdf to determine how the superseded data were derived.
 PQ1102
 PQ1102_MARKER: DB = BENCH MARK DISK
 PQ1102_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PQ1102_STAMPING: ET 16 T 1960 1184
 PQ1102_MARK LOGO: USGS
 PQ1102_PROJECTION: FLUSH
 PQ1102_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 PQ1102_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PQ1102+STABILITY: SURFACE MOTION
 PQ1102_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PQ1102+SATELLITE: SATELLITE OBSERVATIONS - April 21, 2009
 PQ1102
 PQ1102  HISTORY     - Date     Condition        Report By
 PQ1102  HISTORY     - 1960     MONUMENTED       USGS
 PQ1102  HISTORY     - 20090421 GOOD             MNDT
 PQ1102
 PQ1102                          STATION DESCRIPTION
 PQ1102
 PQ1102'DESCRIBED BY US GEOLOGICAL SURVEY 1960 (JHT)
 PQ1102'MINNEOTA,4 MILE S AND 4 MILE E OF. 1 MILE S AND 1 MILE W OF GHENT.
 PQ1102'1475 FT S,37 FT W AND 9.8 FT HIGHER THAN T-ROAD E,153 FT S AND 37 FT W
 PQ1102'OF ROAD AT FIELD ENTRANCE E,AT CORNER SECTIONS 16,17,20,21,T.112 N,
 PQ1102'R.42W,1 FT W OF N-S FENCE. IN A CONCRETE POST A STANDARD TABLET
 PQ1102'STAMPED---16 T 1960 1184 ET---.
 PQ1102
 PQ1102                          STATION RECOVERY (2009)
 PQ1102
 PQ1102'RECOVERY NOTE BY MN DEPT OF TRANSP 2009 (KMS)
 PQ1102'1.5 MILES SOUTHWEST OF GHENT. 0.95 MILE WEST ALONG COUNTY ROAD 8
 PQ1102'(320TH STREET) FROM JUNCTION OF COUNTY ROAD 8 AND TRUNK HIGHWAY 68 IN
 PQ1102'GHENT, TO TRUNK HIGHWAY 68 MILEPOINT 31.95, THEN 1.25 MILES SOUTH
 PQ1102'ALONG 190TH AVENUE, 73.0 FEET WEST-SOUTHWEST OF POWER POLE, 37 FEET
 PQ1102'WEST OF NORTH-SOUTH TOWNSHIP ROAD AT TEE-ROAD EAST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DR5753 ***********************************************************************
 DR5753  HT_MOD      -  This is a Height Modernization Survey Station.
 DR5753  DESIGNATION -  16 WGW
 DR5753  PID         -  DR5753
 DR5753  STATE/COUNTY-  MN/OTTER TAIL
 DR5753  COUNTRY     -  US
 DR5753  USGS QUAD   -  LAKE OLAF (2019)
 DR5753
 DR5753                         *CURRENT SURVEY CONTROL
 DR5753  ______________________________________________________________________
 DR5753* NAD 83(2011) POSITION- 46 30 01.02623(N) 096 08 11.05371(W)   ADJUSTED
 DR5753* NAD 83(2011) ELLIP HT-   381.406 (meters)        (07/20/20)   ADJUSTED
 DR5753* NAD 83(2011) EPOCH   -  2010.00
 DR5753* NAVD 88 ORTHO HEIGHT -   408.21  (meters)     1339.3   (feet) GPS OBS
 DR5753  ______________________________________________________________________
 DR5753  GEOID HEIGHT    -        -26.804 (meters)                     GEOID18
 DR5753  NAD 83(2011) X  -   -470,171.870 (meters)                     COMP
 DR5753  NAD 83(2011) Y  - -4,373,210.265 (meters)                     COMP
 DR5753  NAD 83(2011) Z  -  4,603,978.875 (meters)                     COMP
 DR5753  LAPLACE CORR    -          0.96  (seconds)                    DEFLEC18
 DR5753
 DR5753  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DR5753  Standards:
 DR5753         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DR5753            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DR5753  -------------------------------------------------------------------
 DR5753  NETWORK    0.70   1.16           0.32   0.24   0.59     -0.08291445
 DR5753  -------------------------------------------------------------------
 DR5753  Click here for local accuracies and other accuracy information.
 DR5753
 DR5753.The horizontal coordinates were established by GPS observations
 DR5753.and adjusted by the MN DEPT OF TRANSP in July 2020.
 DR5753
 DR5753.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DR5753.been affixed to the stable North American tectonic plate. See 
 DR5753.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DR5753
 DR5753.The horizontal coordinates are valid at the epoch date displayed above
 DR5753.which is a decimal equivalence of Year/Month/Day.
 DR5753
 DR5753.The orthometric height was determined by GPS observations and a
 DR5753.high-resolution geoid model using precise GPS observation and
 DR5753.processing techniques.
 DR5753
 DR5753.Significant digits in the geoid height do not necessarily reflect accuracy.
 DR5753.GEOID18 height accuracy estimate available here.
 DR5753
 DR5753.Click photographs - Photos may exist for this station.
 DR5753
 DR5753.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DR5753
 DR5753.The Laplace correction was computed from DEFLEC18 derived deflections.
 DR5753
 DR5753.The ellipsoidal height was determined by GPS observations
 DR5753.and is referenced to NAD 83.
 DR5753
 DR5753. The following values were computed from the NAD 83(2011) position.
 DR5753
 DR5753;                    North         East     Units Scale Factor Converg.
 DR5753;SPC MN C     -   268,475.839   655,219.887   MT  0.99992618   -1 21 52.6
 DR5753;SPC MN C     -   880,824.48  2,149,667.25   sFT  0.99992618   -1 21 52.6
 DR5753;UTM  14      - 5,153,619.562   719,723.309   MT  1.00019347   +2 04 40.9
 DR5753
 DR5753!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DR5753!SPC MN C     -   0.99994021  x   0.99992618  =   0.99986640
 DR5753!UTM  14      -   0.99994021  x   1.00019347  =   1.00013367
 DR5753
 DR5753_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQS1972353619(NAD 83)
 DR5753
 DR5753                          SUPERSEDED SURVEY CONTROL
 DR5753
 DR5753.No superseded survey control is available for this station.
 DR5753
 DR5753_MARKER: DD = SURVEY DISK
 DR5753_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 DR5753_STAMPING: 16 WGW 1973
 DR5753_MARK LOGO: USGS
 DR5753_PROJECTION: FLUSH
 DR5753_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DR5753_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DR5753_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DR5753+SATELLITE: SATELLITE OBSERVATIONS - July 11, 2018
 DR5753
 DR5753  HISTORY     - Date     Condition        Report By
 DR5753  HISTORY     - 19730401 MONUMENTED       USGS
 DR5753  HISTORY     - 20180711 GOOD             MNDT
 DR5753
 DR5753                          STATION DESCRIPTION
 DR5753
 DR5753'DESCRIBED BY MN DEPT OF TRANSP 2018 (MXH)
 DR5753'S2.1 MILES NORTHWEST OF ERHARD, 2.3 MILES WEST ALONG 370TH STREET FROM
 DR5753'THE JUNCTION 370TH STREET AND TRUNK HIGHWAY 59 IN ERHARD, 38.0 FEET
 DR5753'SOUTH OF 370TH STREET, 15.8 FEET EAST OF AN EXTENDED DRIVEWAY NUMBER
 DR5753'17005, 10.0 FEET SOUTHEAST OF POWER POLE NUMBER 644 WITH A GUYWIRE,
 DR5753'1.0 FOOT NORTH OF A WITNESS POST. THE ROD DEPTH IS UNKNOWN.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DM8093 ***********************************************************************
 DM8093  HT_MOD      -  This is a Height Modernization Survey Station.
 DM8093  DESIGNATION -  16 WR
 DM8093  PID         -  DM8093
 DM8093  STATE/COUNTY-  MN/ITASCA
 DM8093  COUNTRY     -  US
 DM8093  USGS QUAD   -  COHASSET WEST (2019)
 DM8093
 DM8093                         *CURRENT SURVEY CONTROL
 DM8093  ______________________________________________________________________
 DM8093* NAD 83(2011) POSITION- 47 16 53.10173(N) 093 43 26.58949(W)   ADJUSTED
 DM8093* NAD 83(2011) ELLIP HT-   370.105 (meters)        (06/27/12)   ADJUSTED
 DM8093* NAD 83(2011) EPOCH   -  2010.00
 DM8093* NAVD 88 ORTHO HEIGHT -   399.34  (meters)     1310.2   (feet) GPS OBS
 DM8093  ______________________________________________________________________
 DM8093  NAVD 88 orthometric height was determined with geoid model    GEOID09
 DM8093  GEOID HEIGHT    -        -29.210 (meters)                     GEOID09
 DM8093  GEOID HEIGHT    -        -29.240 (meters)                     GEOID18
 DM8093  NAD 83(2011) X  -   -281,563.901 (meters)                     COMP
 DM8093  NAD 83(2011) Y  - -4,325,851.611 (meters)                     COMP
 DM8093  NAD 83(2011) Z  -  4,663,317.530 (meters)                     COMP
 DM8093  LAPLACE CORR    -         -3.51  (seconds)                    DEFLEC18
 DM8093
 DM8093  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DM8093  Standards:
 DM8093         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DM8093            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DM8093  -------------------------------------------------------------------
 DM8093  NETWORK    0.30   0.39           0.14   0.10   0.20     -0.01302348
 DM8093  -------------------------------------------------------------------
 DM8093  Click here for local accuracies and other accuracy information.
 DM8093
 DM8093.The horizontal coordinates were established by GPS observations
 DM8093.and adjusted by the National Geodetic Survey in June 2012.
 DM8093
 DM8093.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DM8093.been affixed to the stable North American tectonic plate. See 
 DM8093.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DM8093
 DM8093.The horizontal coordinates are valid at the epoch date displayed above
 DM8093.which is a decimal equivalence of Year/Month/Day.
 DM8093
 DM8093.The orthometric height was determined by GPS observations and a
 DM8093.high-resolution geoid model using precise GPS observation and
 DM8093.processing techniques.
 DM8093
 DM8093.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM8093.GEOID18 height accuracy estimate available here.
 DM8093
 DM8093.Click photographs - Photos may exist for this station.
 DM8093
 DM8093.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DM8093
 DM8093.The Laplace correction was computed from DEFLEC18 derived deflections.
 DM8093
 DM8093.The ellipsoidal height was determined by GPS observations
 DM8093.and is referenced to NAD 83.
 DM8093
 DM8093. The following values were computed from the NAD 83(2011) position.
 DM8093
 DM8093;                    North         East     Units Scale Factor Converg.
 DM8093;SPC MN N     -   187,063.623   752,789.750   MT  0.99994925   -0 27 45.2
 DM8093;SPC MN N     -   613,724.57  2,469,777.70   sFT  0.99994925   -0 27 45.2
 DM8093;UTM  15      - 5,236,691.947   445,243.293   MT  0.99963685   -0 31 55.1
 DM8093
 DM8093!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DM8093!SPC MN N     -   0.99994199  x   0.99994925  =   0.99989124
 DM8093!UTM  15      -   0.99994199  x   0.99963685  =   0.99957886
 DM8093
 DM8093_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVN4524336691(NAD 83)
 DM8093
 DM8093                          SUPERSEDED SURVEY CONTROL
 DM8093
 DM8093  NAD 83(2007)-  47 16 53.10143(N)    093 43 26.59023(W) AD(2002.00) 1
 DM8093  ELLIP H (06/13/11)  370.130  (m)                       GP(2002.00) 4 1
 DM8093
 DM8093.Superseded values are not recommended for survey control.
 DM8093
 DM8093.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DM8093.See file dsdata.pdf to determine how the superseded data were derived.
 DM8093
 DM8093_MARKER: DB = BENCH MARK DISK
 DM8093_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DM8093_STAMPING: 16 WR 1309 1951 TT
 DM8093_MARK LOGO: USGS
 DM8093_PROJECTION: PROJECTING
 DM8093_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DM8093_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DM8093+STABILITY: SURFACE MOTION
 DM8093_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DM8093+SATELLITE: SATELLITE OBSERVATIONS - May 25, 2017
 DM8093
 DM8093  HISTORY     - Date     Condition        Report By
 DM8093  HISTORY     - 19510401 MONUMENTED       USGS
 DM8093  HISTORY     - 20100204 GOOD             MNDT
 DM8093  HISTORY     - 20170525 GOOD             MNDT
 DM8093
 DM8093                          STATION DESCRIPTION
 DM8093
 DM8093'DESCRIBED BY MN DEPT OF TRANSP 2010 (GLR)
 DM8093'THE MARK WAS RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.
 DM8093'THE MARK IS 4.5 MILES NORTHWEST OF COHASSET, THEN 1 MILE SOUTH AND 1
 DM8093'MILE WEST, 330 FEET SOUTH OF THE INTERSECTION OF COUNTY ROAD 234 AND
 DM8093'COUNTY ROAD 251, 33 FEET EAST OF COUNTY ROAD 251, 330 FEET SOUTH OF
 DM8093'COUNTY ROAD 234, AT TEE-ROAD WEST, 1.0 FOOT WEST OF SIGN POST, 29.5
 DM8093'FEET NORTH OF UTILITY POLE.
 DM8093
 DM8093                          STATION RECOVERY (2017)
 DM8093
 DM8093'RECOVERY NOTE BY MN DEPT OF TRANSP 2017 (KDJ)
 DM8093'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 SL0199 ***********************************************************************
 SL0199  DESIGNATION -  160+69
 SL0199  PID         -  SL0199
 SL0199  STATE/COUNTY-  MN/NORMAN
 SL0199  COUNTRY     -  US
 SL0199  USGS QUAD   -  ADA (2019)
 SL0199
 SL0199                         *CURRENT SURVEY CONTROL
 SL0199  ______________________________________________________________________
 SL0199* NAD 83(1986) POSITION- 47 20 24.     (N) 096 30 57.     (W)   SCALED
 SL0199* NAVD 88 ORTHO HEIGHT -   275.079 (meters)      902.49  (feet) ADJUSTED
 SL0199  ______________________________________________________________________
 SL0199  GEOID HEIGHT    -        -26.889 (meters)                     GEOID18
 SL0199  DYNAMIC HEIGHT  -        275.114 (meters)      902.60  (feet) COMP
 SL0199  MODELED GRAVITY -    980,732.5   (mgal)                       NAVD 88
 SL0199
 SL0199  VERT ORDER      -  SECOND    CLASS 0
 SL0199
 SL0199.The horizontal coordinates were scaled from a map and have
 SL0199.an estimated accuracy of +/- 6 seconds.
 SL0199
 SL0199.The orthometric height was determined by differential leveling and
 SL0199.adjusted by the NATIONAL GEODETIC SURVEY
 SL0199.in June 1991.
 SL0199
 SL0199.Significant digits in the geoid height do not necessarily reflect accuracy.
 SL0199.GEOID18 height accuracy estimate available here.
 SL0199
 SL0199.Click photographs - Photos may exist for this station.
 SL0199
 SL0199.The dynamic height is computed by dividing the NAVD 88
 SL0199.geopotential number by the normal gravity value computed on the
 SL0199.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SL0199.degrees latitude (g = 980.6199 gals.).
 SL0199
 SL0199.The modeled gravity was interpolated from observed gravity values.
 SL0199
 SL0199;                    North         East    Units  Estimated Accuracy
 SL0199;SPC MN N     -   199,090.      541,960.      MT  (+/- 180 meters Scaled)
 SL0199
 SL0199_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPT876459(NAD 83)
 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
 SL0199.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SL0199.See file dsdata.pdf to determine how the superseded data were derived.
 SL0199
 SL0199_MARKER: DD = SURVEY DISK
 SL0199_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SL0199_MARK LOGO: MNHD
 SL0199_PROJECTION: PROJECTING 10 CENTIMETERS
 SL0199_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SL0199+STABILITY: SURFACE MOTION
 SL0199
 SL0199  HISTORY     - Date     Condition        Report By
 SL0199  HISTORY     - 1964     MONUMENTED       MNHD
 SL0199  HISTORY     - 1964     GOOD             CGS
 SL0199  HISTORY     - 1982     MARK NOT FOUND   NGS
 SL0199
 SL0199                          STATION DESCRIPTION
 SL0199
 SL0199'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 SL0199'ABOUT 2.85 MILES NORTH ALONG STATE HIGHWAY 9 FROM THE GREAT NORTHERN
 SL0199'RAILWAY STATION AT ADA, IN S27, T145N, R46W, 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 = MARCH 21, 2026 06:05:54 EDT
 DM4559 ***********************************************************************
 DM4559  DESIGNATION -  1601 A
 DM4559  PID         -  DM4559
 DM4559  STATE/COUNTY-  MN/COOK
 DM4559  COUNTRY     -  US
 DM4559  USGS QUAD   -  LUTSEN (2019)
 DM4559
 DM4559                         *CURRENT SURVEY CONTROL
 DM4559  ______________________________________________________________________
 DM4559* NAD 83(2011) POSITION- 47 38 01.41618(N) 090 43 08.83246(W)   ADJUSTED
 DM4559* NAD 83(2011) ELLIP HT-   180.934 (meters)        (10/14/19)   ADJUSTED
 DM4559* NAD 83(2011) EPOCH   -  2010.00
 DM4559* NAVD 88 ORTHO HEIGHT -   210.774 (meters)      691.51  (feet) ADJUSTED
 DM4559  ______________________________________________________________________
 DM4559  GEOID HEIGHT    -        -29.849 (meters)                     GEOID18
 DM4559  NAD 83(2011) X  -    -54,043.458 (meters)                     COMP
 DM4559  NAD 83(2011) Y  - -4,305,677.648 (meters)                     COMP
 DM4559  NAD 83(2011) Z  -  4,689,663.296 (meters)                     COMP
 DM4559  LAPLACE CORR    -        -10.57  (seconds)                    DEFLEC18
 DM4559  DYNAMIC HEIGHT  -        210.823 (meters)      691.68  (feet) COMP
 DM4559  MODELED GRAVITY -    980,837.3   (mgal)                       NAVD 88
 DM4559
 DM4559  VERT ORDER      -  SECOND    CLASS I
 DM4559
 DM4559  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DM4559  Standards:
 DM4559         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DM4559            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DM4559  -------------------------------------------------------------------
 DM4559  NETWORK    0.79   1.37           0.36   0.27   0.70     -0.08570525
 DM4559  -------------------------------------------------------------------
 DM4559  Click here for local accuracies and other accuracy information.
 DM4559
 DM4559.The horizontal coordinates were established by GPS observations
 DM4559.and adjusted by the MN DEPT OF TRANSP in October 2019.
 DM4559
 DM4559.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DM4559.been affixed to the stable North American tectonic plate. See 
 DM4559.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DM4559
 DM4559.The horizontal coordinates are valid at the epoch date displayed above
 DM4559.which is a decimal equivalence of Year/Month/Day.
 DM4559
 DM4559.The orthometric height was determined by differential leveling and
 DM4559.adjusted by the NATIONAL GEODETIC SURVEY
 DM4559.in June 2011.
 DM4559
 DM4559.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM4559.GEOID18 height accuracy estimate available here.
 DM4559
 DM4559.Click photographs - Photos may exist for this station.
 DM4559
 DM4559.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DM4559
 DM4559.The Laplace correction was computed from DEFLEC18 derived deflections.
 DM4559
 DM4559.The ellipsoidal height was determined by GPS observations
 DM4559.and is referenced to NAD 83.
 DM4559
 DM4559.The dynamic height is computed by dividing the NAVD 88
 DM4559.geopotential number by the normal gravity value computed on the
 DM4559.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM4559.degrees latitude (g = 980.6199 gals.).
 DM4559
 DM4559.The modeled gravity was interpolated from observed gravity values.
 DM4559
 DM4559. The following values were computed from the NAD 83(2011) position.
 DM4559
 DM4559;                    North         East     Units Scale Factor Converg.
 DM4559;SPC MN N     -   228,794.941   978,883.414   MT  0.99990898   +1 45 53.1
 DM4559;SPC MN N     -   750,638.07  3,211,553.33   sFT  0.99990898   +1 45 53.1
 DM4559;UTM  15      - 5,278,112.215   671,340.114   MT  0.99996077   +1 41 08.3
 DM4559
 DM4559!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DM4559!SPC MN N     -   0.99997164  x   0.99990898  =   0.99988062
 DM4559!UTM  15      -   0.99997164  x   0.99996077  =   0.99993241
 DM4559
 DM4559_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXN7134078112(NAD 83)
 DM4559
 DM4559                          SUPERSEDED SURVEY CONTROL
 DM4559
 DM4559.No superseded survey control is available for this station.
 DM4559
 DM4559_MARKER: DD = SURVEY DISK
 DM4559_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DM4559_STAMPING: 1601 A 2007
 DM4559_MARK LOGO: MNDT
 DM4559_PROJECTION: RECESSED 8 CENTIMETERS
 DM4559_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DM4559_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DM4559_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DM4559+SATELLITE: SATELLITE OBSERVATIONS - July 29, 2020
 DM4559_ROD/PIPE-DEPTH: 3.7 meters
 DM4559
 DM4559  HISTORY     - Date     Condition        Report By
 DM4559  HISTORY     - 2007     MONUMENTED       MNDT
 DM4559  HISTORY     - 20170328 GOOD             MNDT
 DM4559  HISTORY     - 20190618 GOOD             MNDT
 DM4559  HISTORY     - 20200729 GOOD             MNDT
 DM4559
 DM4559                          STATION DESCRIPTION
 DM4559
 DM4559'DESCRIBED BY MN DEPT OF TRANSP 2007
 DM4559'THE MARK IS 7.0 MI (11.3 KM) NORTHEAST OF TOFTE, 6.7 MI (10.8 KM)
 DM4559'NORTHEAST ALONG TRUNK HIGHWAY 61 FROM THE JUNCTION OF TRUNK HIGHWAY 61
 DM4559'AND COUNTY ROAD 2 IN TOFTE, AT TRUNK HIGHWAY MILE POINT 89.40.
 DM4559'
 DM4559'IT IS 43.1 FT (13.1 M) SOUTHEAST OF TRUNK HIGHWAY 61, 17.7 FT (5.4 M)
 DM4559'SOUTHWEST OF ENTRANCE, 1.9 FT (0.6 M) NORTHEAST OF A WITNESS POST.
 DM4559
 DM4559                          STATION RECOVERY (2017)
 DM4559
 DM4559'RECOVERY NOTE BY MN DEPT OF TRANSP 2017 (TJD)
 DM4559'RECOVERED AS DESCRIBED.
 DM4559
 DM4559                          STATION RECOVERY (2019)
 DM4559
 DM4559'RECOVERY NOTE BY MN DEPT OF TRANSP 2019 (AXH)
 DM4559'RECOVERED AS DESCRIBED.
 DM4559
 DM4559                          STATION RECOVERY (2020)
 DM4559
 DM4559'RECOVERY NOTE BY MN DEPT OF TRANSP 2020 (KMS)
 DM4559'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DM4561 ***********************************************************************
 DM4561  DESIGNATION -  1601 C
 DM4561  PID         -  DM4561
 DM4561  STATE/COUNTY-  MN/COOK
 DM4561  COUNTRY     -  US
 DM4561  USGS QUAD   -  TOFTE (2019)
 DM4561
 DM4561                         *CURRENT SURVEY CONTROL
 DM4561  ______________________________________________________________________
 DM4561* NAD 83(1986) POSITION- 47 35 51.     (N) 090 47 28.     (W)   SCALED
 DM4561* NAVD 88 ORTHO HEIGHT -   218.578 (meters)      717.12  (feet) ADJUSTED
 DM4561  ______________________________________________________________________
 DM4561  GEOID HEIGHT    -        -29.847 (meters)                     GEOID18
 DM4561  DYNAMIC HEIGHT  -        218.619 (meters)      717.25  (feet) COMP
 DM4561  MODELED GRAVITY -    980,792.4   (mgal)                       NAVD 88
 DM4561
 DM4561  VERT ORDER      -  SECOND    CLASS I
 DM4561
 DM4561.The horizontal coordinates were scaled from a map and have
 DM4561.an estimated accuracy of +/- 6 seconds.
 DM4561
 DM4561.The orthometric height was determined by differential leveling and
 DM4561.adjusted by the NATIONAL GEODETIC SURVEY
 DM4561.in June 2011.
 DM4561
 DM4561.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM4561.GEOID18 height accuracy estimate available here.
 DM4561
 DM4561.Click photographs - Photos may exist for this station.
 DM4561
 DM4561.The dynamic height is computed by dividing the NAVD 88
 DM4561.geopotential number by the normal gravity value computed on the
 DM4561.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM4561.degrees latitude (g = 980.6199 gals.).
 DM4561
 DM4561.The modeled gravity was interpolated from observed gravity values.
 DM4561
 DM4561;                    North         East    Units  Estimated Accuracy
 DM4561;SPC MN N     -   224,610.      973,600.      MT  (+/- 180 meters Scaled)
 DM4561
 DM4561_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXN660739(NAD 83)
 DM4561
 DM4561                          SUPERSEDED SURVEY CONTROL
 DM4561
 DM4561.No superseded survey control is available for this station.
 DM4561
 DM4561_MARKER: DD = SURVEY DISK
 DM4561_SETTING: 66 = SET IN ROCK OUTCROP
 DM4561_STAMPING: 1601 C 2007
 DM4561_MARK LOGO: MNDT
 DM4561_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DM4561_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DM4561+STABILITY: POSITION/ELEVATION WELL
 DM4561_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DM4561+SATELLITE: SATELLITE OBSERVATIONS - March 28, 2017
 DM4561
 DM4561  HISTORY     - Date     Condition        Report By
 DM4561  HISTORY     - 2007     MONUMENTED       MNDT
 DM4561  HISTORY     - 20170328 GOOD             MNDT
 DM4561
 DM4561                          STATION DESCRIPTION
 DM4561
 DM4561'DESCRIBED BY MN DEPT OF TRANSP 2007
 DM4561'THE MARK IS 2.5 MI (4.0 KM) NORTHEAST OF TOFTE, 2.4 MI (3.9 KM)
 DM4561'NORTHEAST ALONG TRUNK HIGHWAY 61 FROM THE JUNCTION OF TRUNK HIGHWAY 61
 DM4561'AND COUNTY ROAD 2 IN TOFTE, AT TRUNK HIGHWAY 61 MILE POINT 85.20, 45.5
 DM4561'FT (13.9 M) SOUTHEAST OF TRUNK HIGHWAY 61.
 DM4561'
 DM4561'IT IS 54.8 FT (16.7 M) NORTHEAST OF DRIVEWAY NUMBER 6682, 1.6 FT (0.5
 DM4561'M) NORTHWEST OF A WITNESS POST.
 DM4561
 DM4561                          STATION RECOVERY (2017)
 DM4561
 DM4561'RECOVERY NOTE BY MN DEPT OF TRANSP 2017 (TJD)
 DM4561'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DM4562 ***********************************************************************
 DM4562  DESIGNATION -  1601 D
 DM4562  PID         -  DM4562
 DM4562  STATE/COUNTY-  MN/COOK
 DM4562  COUNTRY     -  US
 DM4562  USGS QUAD   -  TOFTE (2019)
 DM4562
 DM4562                         *CURRENT SURVEY CONTROL
 DM4562  ______________________________________________________________________
 DM4562* NAD 83(2011) POSITION- 47 34 52.04552(N) 090 49 21.36907(W)   ADJUSTED
 DM4562* NAD 83(2011) ELLIP HT-   171.319 (meters)        (10/14/19)   ADJUSTED
 DM4562* NAD 83(2011) EPOCH   -  2010.00
 DM4562* NAVD 88 ORTHO HEIGHT -   201.149 (meters)      659.94  (feet) ADJUSTED
 DM4562  ______________________________________________________________________
 DM4562  GEOID HEIGHT    -        -29.850 (meters)                     GEOID18
 DM4562  NAD 83(2011) X  -    -61,881.807 (meters)                     COMP
 DM4562  NAD 83(2011) Y  - -4,309,885.605 (meters)                     COMP
 DM4562  NAD 83(2011) Z  -  4,685,712.962 (meters)                     COMP
 DM4562  LAPLACE CORR    -         -8.32  (seconds)                    DEFLEC18
 DM4562  DYNAMIC HEIGHT  -        201.191 (meters)      660.07  (feet) COMP
 DM4562  MODELED GRAVITY -    980,815.3   (mgal)                       NAVD 88
 DM4562
 DM4562  VERT ORDER      -  SECOND    CLASS I
 DM4562
 DM4562  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DM4562  Standards:
 DM4562         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DM4562            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DM4562  -------------------------------------------------------------------
 DM4562  NETWORK    0.90   1.49           0.41   0.31   0.76     -0.02779574
 DM4562  -------------------------------------------------------------------
 DM4562  Click here for local accuracies and other accuracy information.
 DM4562
 DM4562.The horizontal coordinates were established by GPS observations
 DM4562.and adjusted by the MN DEPT OF TRANSP in October 2019.
 DM4562
 DM4562.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DM4562.been affixed to the stable North American tectonic plate. See 
 DM4562.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DM4562
 DM4562.The horizontal coordinates are valid at the epoch date displayed above
 DM4562.which is a decimal equivalence of Year/Month/Day.
 DM4562
 DM4562.The orthometric height was determined by differential leveling and
 DM4562.adjusted by the NATIONAL GEODETIC SURVEY
 DM4562.in June 2011.
 DM4562
 DM4562.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM4562.GEOID18 height accuracy estimate available here.
 DM4562
 DM4562.Click photographs - Photos may exist for this station.
 DM4562
 DM4562.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DM4562
 DM4562.The Laplace correction was computed from DEFLEC18 derived deflections.
 DM4562
 DM4562.The ellipsoidal height was determined by GPS observations
 DM4562.and is referenced to NAD 83.
 DM4562
 DM4562.The dynamic height is computed by dividing the NAVD 88
 DM4562.geopotential number by the normal gravity value computed on the
 DM4562.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM4562.degrees latitude (g = 980.6199 gals.).
 DM4562
 DM4562.The modeled gravity was interpolated from observed gravity values.
 DM4562
 DM4562. The following values were computed from the NAD 83(2011) position.
 DM4562
 DM4562;                    North         East     Units Scale Factor Converg.
 DM4562;SPC MN N     -   222,715.190   971,283.008   MT  0.99991262   +1 41 17.0
 DM4562;SPC MN N     -   730,691.42  3,186,617.67   sFT  0.99991262   +1 41 17.0
 DM4562;UTM  15      - 5,272,042.835   663,730.998   MT  0.99992944   +1 36 28.0
 DM4562
 DM4562!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DM4562!SPC MN N     -   0.99997315  x   0.99991262  =   0.99988577
 DM4562!UTM  15      -   0.99997315  x   0.99992944  =   0.99990259
 DM4562
 DM4562_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXN6373072042(NAD 83)
 DM4562
 DM4562                          SUPERSEDED SURVEY CONTROL
 DM4562
 DM4562.No superseded survey control is available for this station.
 DM4562
 DM4562_MARKER: DD = SURVEY DISK
 DM4562_SETTING: 66 = SET IN ROCK OUTCROP
 DM4562_STAMPING: 1601 D 2007
 DM4562_MARK LOGO: MNDT
 DM4562_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DM4562_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DM4562+STABILITY: POSITION/ELEVATION WELL
 DM4562_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DM4562+SATELLITE: SATELLITE OBSERVATIONS - July 29, 2020
 DM4562
 DM4562  HISTORY     - Date     Condition        Report By
 DM4562  HISTORY     - 2007     MONUMENTED       MNDT
 DM4562  HISTORY     - 20170328 GOOD             MNDT
 DM4562  HISTORY     - 20190610 GOOD             MNDT
 DM4562  HISTORY     - 20200729 GOOD             MNDT
 DM4562
 DM4562                          STATION DESCRIPTION
 DM4562
 DM4562'DESCRIBED BY MN DEPT OF TRANSP 2007
 DM4562'THE MARK IS 0.5 MI (0.8 KM) NORTHEAST OF TOFTE, 0.5 MI (0.8 KM)
 DM4562'NORTHEAST ALONG TRUNK HIGHWAY 61 FROM THE JUNCTION OF TRUNK HIGHWAY 61
 DM4562'AND COUNTY ROAD 2 IN TOFTE, AT TRUNK HIGHWAY 61 MILE POINT 83.30.
 DM4562'
 DM4562'IT IS 52.5 FT (16.0 M) NORTHWEST OF TRUNK HIGHWAY 61, 45.3 FT (13.8 M)
 DM4562'WEST-SOUTHWEST OF SOUTH END OF GUARD RAIL, 4.0 FT (1.2 M) NORTHWEST OF
 DM4562'A WITNESS POST.
 DM4562
 DM4562                          STATION RECOVERY (2017)
 DM4562
 DM4562'RECOVERY NOTE BY MN DEPT OF TRANSP 2017 (TJD)
 DM4562'RECOVERED AS DESCRIBED.
 DM4562
 DM4562                          STATION RECOVERY (2019)
 DM4562
 DM4562'RECOVERY NOTE BY MN DEPT OF TRANSP 2019 (MXJ)
 DM4562'RECOVERED AS DESCRIBED.
 DM4562
 DM4562                          STATION RECOVERY (2020)
 DM4562
 DM4562'RECOVERY NOTE BY MN DEPT OF TRANSP 2020 (KMS)
 DM4562'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DM4564 ***********************************************************************
 DM4564  DESIGNATION -  1601 E
 DM4564  PID         -  DM4564
 DM4564  STATE/COUNTY-  MN/COOK
 DM4564  COUNTRY     -  US
 DM4564  USGS QUAD   -  SCHROEDER (2019)
 DM4564
 DM4564                         *CURRENT SURVEY CONTROL
 DM4564  ______________________________________________________________________
 DM4564* NAD 83(2011) POSITION- 47 33 01.78679(N) 090 52 59.90208(W)   ADJUSTED
 DM4564* NAD 83(2011) ELLIP HT-   174.260 (meters)        (10/14/19)   ADJUSTED
 DM4564* NAD 83(2011) EPOCH   -  2010.00
 DM4564* NAVD 88 ORTHO HEIGHT -   204.071 (meters)      669.52  (feet) ADJUSTED
 DM4564  ______________________________________________________________________
 DM4564  GEOID HEIGHT    -        -29.811 (meters)                     GEOID18
 DM4564  NAD 83(2011) X  -    -66,486.776 (meters)                     COMP
 DM4564  NAD 83(2011) Y  - -4,312,332.606 (meters)                     COMP
 DM4564  NAD 83(2011) Z  -  4,683,417.426 (meters)                     COMP
 DM4564  LAPLACE CORR    -         -9.49  (seconds)                    DEFLEC18
 DM4564  DYNAMIC HEIGHT  -        204.112 (meters)      669.66  (feet) COMP
 DM4564  MODELED GRAVITY -    980,808.6   (mgal)                       NAVD 88
 DM4564
 DM4564  VERT ORDER      -  SECOND    CLASS I
 DM4564
 DM4564  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DM4564  Standards:
 DM4564         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DM4564            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DM4564  -------------------------------------------------------------------
 DM4564  NETWORK    0.90   1.43           0.41   0.31   0.73     -0.05276084
 DM4564  -------------------------------------------------------------------
 DM4564  Click here for local accuracies and other accuracy information.
 DM4564
 DM4564.The horizontal coordinates were established by GPS observations
 DM4564.and adjusted by the MN DEPT OF TRANSP in October 2019.
 DM4564
 DM4564.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DM4564.been affixed to the stable North American tectonic plate. See 
 DM4564.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DM4564
 DM4564.The horizontal coordinates are valid at the epoch date displayed above
 DM4564.which is a decimal equivalence of Year/Month/Day.
 DM4564
 DM4564.The orthometric height was determined by differential leveling and
 DM4564.adjusted by the NATIONAL GEODETIC SURVEY
 DM4564.in June 2011.
 DM4564
 DM4564.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM4564.GEOID18 height accuracy estimate available here.
 DM4564
 DM4564.Click photographs - Photos may exist for this station.
 DM4564
 DM4564.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DM4564
 DM4564.The Laplace correction was computed from DEFLEC18 derived deflections.
 DM4564
 DM4564.The ellipsoidal height was determined by GPS observations
 DM4564.and is referenced to NAD 83.
 DM4564
 DM4564.The dynamic height is computed by dividing the NAVD 88
 DM4564.geopotential number by the normal gravity value computed on the
 DM4564.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM4564.degrees latitude (g = 980.6199 gals.).
 DM4564
 DM4564.The modeled gravity was interpolated from observed gravity values.
 DM4564
 DM4564. The following values were computed from the NAD 83(2011) position.
 DM4564
 DM4564;                    North         East     Units Scale Factor Converg.
 DM4564;SPC MN N     -   219,178.952   966,816.389   MT  0.99991512   +1 38 35.0
 DM4564;SPC MN N     -   719,089.61  3,171,963.44   sFT  0.99991512   +1 38 35.0
 DM4564;UTM  15      - 5,268,512.858   659,259.379   MT  0.99991170   +1 33 43.8
 DM4564
 DM4564!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DM4564!SPC MN N     -   0.99997269  x   0.99991512  =   0.99988781
 DM4564!UTM  15      -   0.99997269  x   0.99991170  =   0.99988439
 DM4564
 DM4564_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXN5925968512(NAD 83)
 DM4564
 DM4564                          SUPERSEDED SURVEY CONTROL
 DM4564
 DM4564.No superseded survey control is available for this station.
 DM4564
 DM4564_MARKER: DD = SURVEY DISK
 DM4564_SETTING: 80 = SET IN A BOULDER
 DM4564_STAMPING: 1601 E 2007
 DM4564_MARK LOGO: MNDT
 DM4564_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DM4564_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DM4564+STABILITY: SURFACE MOTION
 DM4564_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DM4564+SATELLITE: SATELLITE OBSERVATIONS - October 15, 2025
 DM4564
 DM4564  HISTORY     - Date     Condition        Report By
 DM4564  HISTORY     - 20070620 MONUMENTED       MNDT
 DM4564  HISTORY     - 20110505 GOOD             MNDT
 DM4564  HISTORY     - 20170328 GOOD             MNDT
 DM4564  HISTORY     - 20190605 GOOD             MNDT
 DM4564  HISTORY     - 20251015 GOOD             USPSQD
 DM4564
 DM4564                          STATION DESCRIPTION
 DM4564
 DM4564'DESCRIBED BY MN DEPT OF TRANSP 2007
 DM4564'THE MARK IS 1.0 MI (1.6 KM) NORTHEAST OF SCHROEDER, 0.75 MI (1.2 KM)
 DM4564'NORTHEAST ALONG TRUNK HIGHWAY 61 FROM THE JUNCTION OF TRUNK HIGHWAY 61
 DM4564'AND CROSS RIVER BRIDGE IN SCHROEDER, AT TRUNK HIGHWAY 61 MILE POINT
 DM4564'79.75, 60.0 FT (18.3 M) NORTHWEST OF TRUNK HIGHWAY 61, 29.6 FT (9.0 M)
 DM4564'SOUTHEAST OF POWER POLE NUMBER 8466, 1.6 FT (0.5 M) SOUTHEAST OF A
 DM4564'WITNESS POST.
 DM4564
 DM4564                          STATION RECOVERY (2011)
 DM4564
 DM4564'RECOVERY NOTE BY MN DEPT OF TRANSP 2011 (MAS)
 DM4564'1.0 MI (1.6 KM) NORTHEAST OF SCHROEDER, 0.75 MI (1.2 KM) NORTHEAST
 DM4564'ALONG TRUNK HIGHWAY 61  FROM THE JUNCTION OF TRUNK HIGHWAY 61 AND
 DM4564'CROSS RIVER BRIDGE IN SCHROEDER, AT TRUNK HIGHWAY 61 MILE POINT 79.75,
 DM4564'60.0 FT (18.3 M) NORTHWEST OF TRUNK HIGHWAY 61, 29.6 FT (9.0 M)
 DM4564'SOUTHEAST OF POWER POLE NUMBER 8466, 1.6 FT (0.5 M) SOUTHEAST OF A
 DM4564'WITNESS POST.
 DM4564
 DM4564                          STATION RECOVERY (2017)
 DM4564
 DM4564'RECOVERY NOTE BY MN DEPT OF TRANSP 2017 (MPP)
 DM4564'RECOVERED AS DESCRIBED.
 DM4564
 DM4564                          STATION RECOVERY (2019)
 DM4564
 DM4564'RECOVERY NOTE BY MN DEPT OF TRANSP 2019 (MXJ)
 DM4564'RECOVERED AS DESCRIBED.
 DM4564
 DM4564                          STATION RECOVERY (2025)
 DM4564
 DM4564'RECOVERY NOTE BY US POWER SQUADRON 2025 (SMB)
 DM4564'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DO1349 ***********************************************************************
 DO1349  DESIGNATION -  1601 E 1
 DO1349  PID         -  DO1349
 DO1349  STATE/COUNTY-  MN/COOK
 DO1349  COUNTRY     -  US
 DO1349  USGS QUAD   -  TOFTE (2019)
 DO1349
 DO1349                         *CURRENT SURVEY CONTROL
 DO1349  ______________________________________________________________________
 DO1349* NAD 83(1986) POSITION- 47 33 33.79   (N) 090 52 14.04   (W)   HD_HELD1
 DO1349* NAVD 88 ORTHO HEIGHT -   223.654 (meters)      733.77  (feet) ADJUSTED
 DO1349  ______________________________________________________________________
 DO1349  GEOID HEIGHT    -        -29.813 (meters)                     GEOID18
 DO1349  DYNAMIC HEIGHT  -        223.699 (meters)      733.92  (feet) COMP
 DO1349  MODELED GRAVITY -    980,808.5   (mgal)                       NAVD 88
 DO1349
 DO1349  VERT ORDER      -  SECOND    CLASS I
 DO1349
 DO1349.The horizontal coordinates were determined by differentially corrected
 DO1349.hand held GPS observations or other comparable positioning techniques
 DO1349.and have an estimated accuracy of +/- 3 meters.
 DO1349
 DO1349.The orthometric height was determined by differential leveling and
 DO1349.adjusted by the NATIONAL GEODETIC SURVEY
 DO1349.in February 2013.
 DO1349
 DO1349.No vertical observational check was made to the station.
 DO1349
 DO1349.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO1349.GEOID18 height accuracy estimate available here.
 DO1349
 DO1349.Click photographs - Photos may exist for this station.
 DO1349
 DO1349.The dynamic height is computed by dividing the NAVD 88
 DO1349.geopotential number by the normal gravity value computed on the
 DO1349.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO1349.degrees latitude (g = 980.6199 gals.).
 DO1349
 DO1349.The modeled gravity was interpolated from observed gravity values.
 DO1349
 DO1349;                    North         East    Units  Estimated Accuracy
 DO1349;SPC MN N     -   220,194.4     967,746.3     MT  (+/- 3 meters HH1 GPS) 
 DO1349
 DO1349_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXN6019069527(NAD 83)
 DO1349
 DO1349                          SUPERSEDED SURVEY CONTROL
 DO1349
 DO1349.No superseded survey control is available for this station.
 DO1349
 DO1349_MARKER: DD = SURVEY DISK
 DO1349_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DO1349_SP_SET: SLAB
 DO1349_STAMPING: 1601 E 1 2011
 DO1349_MARK LOGO: MNDT
 DO1349_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DO1349_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DO1349_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DO1349+SATELLITE: SATELLITE OBSERVATIONS - March 28, 2017
 DO1349
 DO1349  HISTORY     - Date     Condition        Report By
 DO1349  HISTORY     - 20110505 MONUMENTED       MNDT
 DO1349  HISTORY     - 20170328 GOOD             MNDT
 DO1349
 DO1349                          STATION DESCRIPTION
 DO1349
 DO1349'DESCRIBED BY MN DEPT OF TRANSP 2011
 DO1349'THE STATION IS LOCATED ABOUT 10.5 MI (16.9 KM) EAST-NORTHEAST OF
 DO1349'CRAMER, 1.9 MI (3.1 KM) WEST-SOUTHWEST OF TOFTE AND 1.4 MI (2.3 KM)
 DO1349'NORTHEAST OF SCHROEDER.  2.3 MI (3.7 KM) SOUTHWEST OF TOFTE.
 DO1349'
 DO1349'TO REACH THE MARK GO 2.35 MI (3.8 KM) SOUTHWEST ALONG TRUNK HIGHWAY 61
 DO1349'FROM THE JUNCTION OF TRUNK HIGHWAY 61 AND COUNTY ROAD 2 IN TOFTE TO
 DO1349'TRUNK HIGHWAY 61 MILE POINT 80.45, THEN 0.2 MI (0.3 KM) NORTHWEST AND
 DO1349'NORTH ALONG STATE PARK ENTRANCE.
 DO1349'
 DO1349'IT IS 63.0 FT (19.2 M) WEST OF THE WEST CORNER OF OFFICE BUILDING, 3.7
 DO1349'FT (1.1 M) SOUTHEAST OF THE SOUTHWEST CORNER OF COLD STORAGE BUILDING,
 DO1349'IN SOUTHWEST CORNER OF SIDEWALK OF COLD STORAGE BUILDING.
 DO1349
 DO1349                          STATION RECOVERY (2017)
 DO1349
 DO1349'RECOVERY NOTE BY MN DEPT OF TRANSP 2017 (MPP)
 DO1349'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DM4565 ***********************************************************************
 DM4565  DESIGNATION -  1601 F
 DM4565  PID         -  DM4565
 DM4565  STATE/COUNTY-  MN/COOK
 DM4565  COUNTRY     -  US
 DM4565  USGS QUAD   -  SCHROEDER (2019)
 DM4565
 DM4565                         *CURRENT SURVEY CONTROL
 DM4565  ______________________________________________________________________
 DM4565* NAD 83(1986) POSITION- 47 32 39.     (N) 090 53 48.     (W)   SCALED
 DM4565* NAVD 88 ORTHO HEIGHT -   211.152 (meters)      692.75  (feet) ADJUSTED
 DM4565  ______________________________________________________________________
 DM4565  GEOID HEIGHT    -        -29.796 (meters)                     GEOID18
 DM4565  DYNAMIC HEIGHT  -        211.195 (meters)      692.90  (feet) COMP
 DM4565  MODELED GRAVITY -    980,807.6   (mgal)                       NAVD 88
 DM4565
 DM4565  VERT ORDER      -  SECOND    CLASS I
 DM4565
 DM4565.The horizontal coordinates were scaled from a map and have
 DM4565.an estimated accuracy of +/- 6 seconds.
 DM4565
 DM4565.The orthometric height was determined by differential leveling and
 DM4565.adjusted by the NATIONAL GEODETIC SURVEY
 DM4565.in June 2011.
 DM4565
 DM4565.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM4565.GEOID18 height accuracy estimate available here.
 DM4565
 DM4565.Click photographs - Photos may exist for this station.
 DM4565
 DM4565.The dynamic height is computed by dividing the NAVD 88
 DM4565.geopotential number by the normal gravity value computed on the
 DM4565.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM4565.degrees latitude (g = 980.6199 gals.).
 DM4565
 DM4565.The modeled gravity was interpolated from observed gravity values.
 DM4565
 DM4565;                    North         East    Units  Estimated Accuracy
 DM4565;SPC MN N     -   218,450.      965,830.      MT  (+/- 180 meters Scaled)
 DM4565
 DM4565_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXN582677(NAD 83)
 DM4565
 DM4565                          SUPERSEDED SURVEY CONTROL
 DM4565
 DM4565.No superseded survey control is available for this station.
 DM4565
 DM4565_MARKER: DD = SURVEY DISK
 DM4565_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DM4565_SP_SET: BRIDGE ABUTMENT
 DM4565_STAMPING: 1601 F 2007
 DM4565_MARK LOGO: MNDT
 DM4565_MAGNETIC: N = NO MAGNETIC MATERIAL
 DM4565_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DM4565_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DM4565+SATELLITE: SATELLITE OBSERVATIONS - October 15, 2025
 DM4565
 DM4565  HISTORY     - Date     Condition        Report By
 DM4565  HISTORY     - 1999     MONUMENTED       MNDT
 DM4565  HISTORY     - 20070512 GOOD             MNDT
 DM4565  HISTORY     - 20170328 GOOD             MNDT
 DM4565  HISTORY     - 20251015 GOOD             USPSQD
 DM4565
 DM4565                          STATION DESCRIPTION
 DM4565
 DM4565'DESCRIBED BY MN DEPT OF TRANSP 2007 (MPP)
 DM4565'THE MARK IS IN SCHROEDER, IN ABUTMENT IN SOUTHEAST CORNER OF TRUNK
 DM4565'HIGHWAY 61 BRIDGE NUMBER 16003 OVER CROSS RIVER, AT THE JUNCTION OF
 DM4565'TRUNK HIGHWAY 61 AND CROSS RIVER IN SCHROEDER, AT TRUNK HIGHWAY 61
 DM4565'MILEPOST 78.95, 20.0 FT (6.1 M) SOUTHEAST OF NORTHBOUND TRUNK HIGHWAY
 DM4565'61.
 DM4565'
 DM4565'NOTE-DISK SET IN BRIDGE WHEN BUILT IN 1999 THEN STAMPED WHEN USED IN
 DM4565'2007.
 DM4565
 DM4565                          STATION RECOVERY (2017)
 DM4565
 DM4565'RECOVERY NOTE BY MN DEPT OF TRANSP 2017 (MPP)
 DM4565'RECOVERED IN GOOD CONDITION.
 DM4565
 DM4565                          STATION RECOVERY (2025)
 DM4565
 DM4565'RECOVERY NOTE BY US POWER SQUADRON 2025 (SMB)
 DM4565'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DM4567 ***********************************************************************
 DM4567  DESIGNATION -  1601 G
 DM4567  PID         -  DM4567
 DM4567  STATE/COUNTY-  MN/COOK
 DM4567  COUNTRY     -  US
 DM4567  USGS QUAD   -  SCHROEDER (2019)
 DM4567
 DM4567                         *CURRENT SURVEY CONTROL
 DM4567  ______________________________________________________________________
 DM4567* NAD 83(2011) POSITION- 47 31 51.19737(N) 090 55 00.86211(W)   ADJUSTED
 DM4567* NAD 83(2011) ELLIP HT-   177.781 (meters)        (10/14/19)   ADJUSTED
 DM4567* NAD 83(2011) EPOCH   -  2010.00
 DM4567* NAVD 88 ORTHO HEIGHT -   207.539 (meters)      680.90  (feet) ADJUSTED
 DM4567  ______________________________________________________________________
 DM4567  GEOID HEIGHT    -        -29.788 (meters)                     GEOID18
 DM4567  NAD 83(2011) X  -    -69,041.425 (meters)                     COMP
 DM4567  NAD 83(2011) Y  - -4,313,903.446 (meters)                     COMP
 DM4567  NAD 83(2011) Z  -  4,681,948.296 (meters)                     COMP
 DM4567  LAPLACE CORR    -        -10.17  (seconds)                    DEFLEC18
 DM4567  DYNAMIC HEIGHT  -        207.580 (meters)      681.04  (feet) COMP
 DM4567  MODELED GRAVITY -    980,804.2   (mgal)                       NAVD 88
 DM4567
 DM4567  VERT ORDER      -  SECOND    CLASS I
 DM4567
 DM4567  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DM4567  Standards:
 DM4567         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DM4567            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DM4567  -------------------------------------------------------------------
 DM4567  NETWORK    0.87   1.41           0.40   0.30   0.72     -0.04957919
 DM4567  -------------------------------------------------------------------
 DM4567  Click here for local accuracies and other accuracy information.
 DM4567
 DM4567.The horizontal coordinates were established by GPS observations
 DM4567.and adjusted by the MN DEPT OF TRANSP in October 2019.
 DM4567
 DM4567.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DM4567.been affixed to the stable North American tectonic plate. See 
 DM4567.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DM4567
 DM4567.The horizontal coordinates are valid at the epoch date displayed above
 DM4567.which is a decimal equivalence of Year/Month/Day.
 DM4567
 DM4567.The orthometric height was determined by differential leveling and
 DM4567.adjusted by the NATIONAL GEODETIC SURVEY
 DM4567.in June 2011.
 DM4567
 DM4567.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM4567.GEOID18 height accuracy estimate available here.
 DM4567
 DM4567.Click photographs - Photos may exist for this station.
 DM4567
 DM4567.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DM4567
 DM4567.The Laplace correction was computed from DEFLEC18 derived deflections.
 DM4567
 DM4567.The ellipsoidal height was determined by GPS observations
 DM4567.and is referenced to NAD 83.
 DM4567
 DM4567.The dynamic height is computed by dividing the NAVD 88
 DM4567.geopotential number by the normal gravity value computed on the
 DM4567.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM4567.degrees latitude (g = 980.6199 gals.).
 DM4567
 DM4567.The modeled gravity was interpolated from observed gravity values.
 DM4567
 DM4567. The following values were computed from the NAD 83(2011) position.
 DM4567
 DM4567;                    North         East     Units Scale Factor Converg.
 DM4567;SPC MN N     -   216,927.979   964,350.067   MT  0.99991687   +1 37 05.3
 DM4567;SPC MN N     -   711,704.54  3,163,871.84   sFT  0.99991687   +1 37 05.3
 DM4567;UTM  15      - 5,266,265.398   656,789.898   MT  0.99990211   +1 32 12.8
 DM4567
 DM4567!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DM4567!SPC MN N     -   0.99997214  x   0.99991687  =   0.99988901
 DM4567!UTM  15      -   0.99997214  x   0.99990211  =   0.99987425
 DM4567
 DM4567_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXN5678966265(NAD 83)
 DM4567
 DM4567                          SUPERSEDED SURVEY CONTROL
 DM4567
 DM4567.No superseded survey control is available for this station.
 DM4567
 DM4567_MARKER: DD = SURVEY DISK
 DM4567_SETTING: 66 = SET IN ROCK OUTCROP
 DM4567_STAMPING: 1601 G 2007
 DM4567_MARK LOGO: MNDT
 DM4567_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DM4567_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DM4567+STABILITY: POSITION/ELEVATION WELL
 DM4567_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DM4567+SATELLITE: SATELLITE OBSERVATIONS - July 29, 2020
 DM4567
 DM4567  HISTORY     - Date     Condition        Report By
 DM4567  HISTORY     - 2007     MONUMENTED       MNDT
 DM4567  HISTORY     - 20170328 GOOD             MNDT
 DM4567  HISTORY     - 20190605 GOOD             MNDT
 DM4567  HISTORY     - 20200729 GOOD             MNDT
 DM4567
 DM4567                          STATION DESCRIPTION
 DM4567
 DM4567'DESCRIBED BY MN DEPT OF TRANSP 2007
 DM4567'THE MARK IS 1.0 MI (1.6 KM) SOUTHWEST OF SCHROEDER, 1.35 MI (2.2 KM)
 DM4567'SOUTHWEST ALONG TRUNK HIGHWAY 61 FROM THE JUNCTION OF TRUNK HIGHWAY 61
 DM4567'AND CROSS RIVER BRIDGE IN SCHROEDER, AT TRUNK HIGHWAY 61 MILE POINT
 DM4567'77.75.
 DM4567'
 DM4567'IT IS 60.0 FT (18.3 M) SOUTHEAST OF TRUNK HIGHWAY 61, 206.6 FT (63.0
 DM4567'M) SOUTHWEST OF NORTH BRIDGE TO TACONITE HARBOR, 1.6 FT (0.5 M)
 DM4567'NORTHEAST OF A WITNESS POST.
 DM4567
 DM4567                          STATION RECOVERY (2017)
 DM4567
 DM4567'RECOVERY NOTE BY MN DEPT OF TRANSP 2017 (MPP)
 DM4567'RECOVERED AS DESCRIBED.
 DM4567
 DM4567                          STATION RECOVERY (2019)
 DM4567
 DM4567'RECOVERY NOTE BY MN DEPT OF TRANSP 2019 (RXJ)
 DM4567'RECOVERED AS DESCRIBED.
 DM4567
 DM4567                          STATION RECOVERY (2020)
 DM4567
 DM4567'RECOVERY NOTE BY MN DEPT OF TRANSP 2020 (TJD)
 DM4567'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DM4568 ***********************************************************************
 DM4568  DESIGNATION -  1601 H
 DM4568  PID         -  DM4568
 DM4568  STATE/COUNTY-  MN/COOK
 DM4568  COUNTRY     -  US
 DM4568  USGS QUAD   -  SCHROEDER (2019)
 DM4568
 DM4568                         *CURRENT SURVEY CONTROL
 DM4568  ______________________________________________________________________
 DM4568* NAD 83(2011) POSITION- 47 30 50.89201(N) 090 56 37.52955(W)   ADJUSTED
 DM4568* NAD 83(2011) ELLIP HT-   172.376 (meters)        (10/14/19)   ADJUSTED
 DM4568* NAD 83(2011) EPOCH   -  2010.00
 DM4568* NAVD 88 ORTHO HEIGHT -   202.111 (meters)      663.09  (feet) ADJUSTED
 DM4568  ______________________________________________________________________
 DM4568  GEOID HEIGHT    -        -29.770 (meters)                     GEOID18
 DM4568  NAD 83(2011) X  -    -71,085.724 (meters)                     COMP
 DM4568  NAD 83(2011) Y  - -4,315,240.453 (meters)                     COMP
 DM4568  NAD 83(2011) Z  -  4,680,686.563 (meters)                     COMP
 DM4568  LAPLACE CORR    -        -10.89  (seconds)                    DEFLEC18
 DM4568  DYNAMIC HEIGHT  -        202.150 (meters)      663.22  (feet) COMP
 DM4568  MODELED GRAVITY -    980,799.0   (mgal)                       NAVD 88
 DM4568
 DM4568  VERT ORDER      -  SECOND    CLASS I
 DM4568
 DM4568  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DM4568  Standards:
 DM4568         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DM4568            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DM4568  -------------------------------------------------------------------
 DM4568  NETWORK    0.87   1.41           0.40   0.30   0.72     -0.05060065
 DM4568  -------------------------------------------------------------------
 DM4568  Click here for local accuracies and other accuracy information.
 DM4568
 DM4568.The horizontal coordinates were established by GPS observations
 DM4568.and adjusted by the MN DEPT OF TRANSP in October 2019.
 DM4568
 DM4568.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DM4568.been affixed to the stable North American tectonic plate. See 
 DM4568.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DM4568
 DM4568.The horizontal coordinates are valid at the epoch date displayed above
 DM4568.which is a decimal equivalence of Year/Month/Day.
 DM4568
 DM4568.The orthometric height was determined by differential leveling and
 DM4568.adjusted by the NATIONAL GEODETIC SURVEY
 DM4568.in April 2021.
 DM4568
 DM4568.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM4568.GEOID18 height accuracy estimate available here.
 DM4568
 DM4568.Click photographs - Photos may exist for this station.
 DM4568
 DM4568.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DM4568
 DM4568.The Laplace correction was computed from DEFLEC18 derived deflections.
 DM4568
 DM4568.The ellipsoidal height was determined by GPS observations
 DM4568.and is referenced to NAD 83.
 DM4568
 DM4568.The dynamic height is computed by dividing the NAVD 88
 DM4568.geopotential number by the normal gravity value computed on the
 DM4568.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM4568.degrees latitude (g = 980.6199 gals.).
 DM4568
 DM4568.The modeled gravity was interpolated from observed gravity values.
 DM4568
 DM4568. The following values were computed from the NAD 83(2011) position.
 DM4568
 DM4568;                    North         East     Units Scale Factor Converg.
 DM4568;SPC MN N     -   215,009.669   962,381.030   MT  0.99991846   +1 35 53.7
 DM4568;SPC MN N     -   705,410.89  3,157,411.76   sFT  0.99991846   +1 35 53.7
 DM4568;UTM  15      - 5,264,349.925   654,818.174   MT  0.99989456   +1 30 60.0
 DM4568
 DM4568!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DM4568!SPC MN N     -   0.99997298  x   0.99991846  =   0.99989144
 DM4568!UTM  15      -   0.99997298  x   0.99989456  =   0.99986755
 DM4568
 DM4568_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXN5481864349(NAD 83)
 DM4568
 DM4568                          SUPERSEDED SURVEY CONTROL
 DM4568
 DM4568  NAVD 88 (06/14/11)  202.115  (m)          663.11   (f) SUPERSEDED  2 1
 DM4568
 DM4568.Superseded values are not recommended for survey control.
 DM4568
 DM4568.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DM4568.See file dsdata.pdf to determine how the superseded data were derived.
 DM4568
 DM4568_MARKER: DD = SURVEY DISK
 DM4568_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DM4568_STAMPING: 1601 H 2007
 DM4568_MARK LOGO: MNDT
 DM4568_PROJECTION: RECESSED 3 CENTIMETERS
 DM4568_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DM4568_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DM4568_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DM4568+SATELLITE: SATELLITE OBSERVATIONS - June 05, 2019
 DM4568_ROD/PIPE-DEPTH: 5.2 meters
 DM4568
 DM4568  HISTORY     - Date     Condition        Report By
 DM4568  HISTORY     - 2007     MONUMENTED       MNDT
 DM4568  HISTORY     - 20170328 GOOD             MNDT
 DM4568  HISTORY     - 20190605 GOOD             MNDT
 DM4568
 DM4568                          STATION DESCRIPTION
 DM4568
 DM4568'DESCRIBED BY MN DEPT OF TRANSP 2007
 DM4568'THE MARK IS 3.0 MI (4.8 KM) SOUTHWEST OF SCHROEDER, 3.1 MI (5.0 KM)
 DM4568'SOUTHWEST ALONG TRUNK HIGHWAY 61 FROM THE JUNCTION OF TRUNK HIGHWAY 61
 DM4568'AND CROSS RIVER BRIDGE IN SCHROEDER, AT TRUNK HIGHWAY 61 MILE POINT
 DM4568'76.0, 65.4 FT (19.9 M) EAST-NORTHEAST OF MILEPOST 76.
 DM4568'
 DM4568'IT IS 44.8 FT (13.7 M) SOUTHEAST OF TRUNK HIGHWAY 61, 19.9 FET
 DM4568'SOUTHWEST OF DRIVEWAY NUMBER 8542, 2.6 FT (0.8 M) NORTHEAST OF A
 DM4568'WITNESS POST.
 DM4568
 DM4568                          STATION RECOVERY (2017)
 DM4568
 DM4568'RECOVERY NOTE BY MN DEPT OF TRANSP 2017 (MPP)
 DM4568'RECOVERED AS DESCRIBED.
 DM4568
 DM4568                          STATION RECOVERY (2019)
 DM4568
 DM4568'RECOVERY NOTE BY MN DEPT OF TRANSP 2019 (SXF)
 DM4568'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DM4569 ***********************************************************************
 DM4569  DESIGNATION -  1601 J
 DM4569  PID         -  DM4569
 DM4569  STATE/COUNTY-  MN/COOK
 DM4569  COUNTRY     -  US
 DM4569  USGS QUAD   -  LITTLE MARAIS OE E (2019)
 DM4569
 DM4569                         *CURRENT SURVEY CONTROL
 DM4569  ______________________________________________________________________
 DM4569* NAD 83(2011) POSITION- 47 29 48.42081(N) 090 58 16.54349(W)   ADJUSTED
 DM4569* NAD 83(2011) ELLIP HT-   176.386 (meters)        (10/14/19)   ADJUSTED
 DM4569* NAD 83(2011) EPOCH   -  2010.00
 DM4569* NAVD 88 ORTHO HEIGHT -   206.088 (meters)      676.14  (feet) ADJUSTED
 DM4569  ______________________________________________________________________
 DM4569  GEOID HEIGHT    -        -29.739 (meters)                     GEOID18
 DM4569  NAD 83(2011) X  -    -73,181.334 (meters)                     COMP
 DM4569  NAD 83(2011) Y  - -4,316,630.951 (meters)                     COMP
 DM4569  NAD 83(2011) Z  -  4,679,386.182 (meters)                     COMP
 DM4569  LAPLACE CORR    -        -12.19  (seconds)                    DEFLEC18
 DM4569  DYNAMIC HEIGHT  -        206.127 (meters)      676.27  (feet) COMP
 DM4569  MODELED GRAVITY -    980,798.0   (mgal)                       NAVD 88
 DM4569
 DM4569  VERT ORDER      -  SECOND    CLASS I
 DM4569
 DM4569  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DM4569  Standards:
 DM4569         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DM4569            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DM4569  -------------------------------------------------------------------
 DM4569  NETWORK    0.93   1.53           0.42   0.33   0.78     -0.12181924
 DM4569  -------------------------------------------------------------------
 DM4569  Click here for local accuracies and other accuracy information.
 DM4569
 DM4569.The horizontal coordinates were established by GPS observations
 DM4569.and adjusted by the MN DEPT OF TRANSP in October 2019.
 DM4569
 DM4569.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DM4569.been affixed to the stable North American tectonic plate. See 
 DM4569.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DM4569
 DM4569.The horizontal coordinates are valid at the epoch date displayed above
 DM4569.which is a decimal equivalence of Year/Month/Day.
 DM4569
 DM4569.The orthometric height was determined by differential leveling and
 DM4569.adjusted by the NATIONAL GEODETIC SURVEY
 DM4569.in June 2011.
 DM4569
 DM4569.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM4569.GEOID18 height accuracy estimate available here.
 DM4569
 DM4569.Click photographs - Photos may exist for this station.
 DM4569
 DM4569.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DM4569
 DM4569.The Laplace correction was computed from DEFLEC18 derived deflections.
 DM4569
 DM4569.The ellipsoidal height was determined by GPS observations
 DM4569.and is referenced to NAD 83.
 DM4569
 DM4569.The dynamic height is computed by dividing the NAVD 88
 DM4569.geopotential number by the normal gravity value computed on the
 DM4569.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM4569.degrees latitude (g = 980.6199 gals.).
 DM4569
 DM4569.The modeled gravity was interpolated from observed gravity values.
 DM4569
 DM4569. The following values were computed from the NAD 83(2011) position.
 DM4569
 DM4569;                    North         East     Units Scale Factor Converg.
 DM4569;SPC MN N     -   213,023.817   960,363.431   MT  0.99992019   +1 34 40.3
 DM4569;SPC MN N     -   698,895.64  3,150,792.36   sFT  0.99992019   +1 34 40.3
 DM4569;UTM  15      - 5,262,367.010   652,797.802   MT  0.99988692   +1 29 45.4
 DM4569
 DM4569!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DM4569!SPC MN N     -   0.99997235  x   0.99992019  =   0.99989255
 DM4569!UTM  15      -   0.99997235  x   0.99988692  =   0.99985928
 DM4569
 DM4569_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXN5279762367(NAD 83)
 DM4569
 DM4569                          SUPERSEDED SURVEY CONTROL
 DM4569
 DM4569.No superseded survey control is available for this station.
 DM4569
 DM4569_MARKER: DD = SURVEY DISK
 DM4569_SETTING: 80 = SET IN A BOULDER
 DM4569_STAMPING: 1601 J 2007
 DM4569_MARK LOGO: MNDT
 DM4569_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DM4569_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DM4569+STABILITY: SURFACE MOTION
 DM4569_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DM4569+SATELLITE: SATELLITE OBSERVATIONS - June 05, 2019
 DM4569
 DM4569  HISTORY     - Date     Condition        Report By
 DM4569  HISTORY     - 2007     MONUMENTED       MNDT
 DM4569  HISTORY     - 20170327 GOOD             MNDT
 DM4569  HISTORY     - 20190605 GOOD             MNDT
 DM4569
 DM4569                          STATION DESCRIPTION
 DM4569
 DM4569'DESCRIBED BY MN DEPT OF TRANSP 2007
 DM4569'THE MARK IS 5.0 MI (8.0 KM) SOUTHWEST OF SCHROEDER, 4.9 MI (7.9 KM)
 DM4569'SOUTHWEST ALONG TRUNK HIGHWAY 61 FROM THE JUNCTION OF TRUNK HIGHWAY 61
 DM4569'AND CROSS RIVER BRIDGE IN SCHROEDER, AT TRUNK HIGHWAY 61 MILE POINT
 DM4569'74.20, 23.8 FT (7.3 M) NORTHWEST OF TRUNK HIGHWAY 61, 1.7 FT (0.5 M)
 DM4569'SOUTHEAST OF A WITNESS POST.
 DM4569
 DM4569                          STATION RECOVERY (2017)
 DM4569
 DM4569'RECOVERY NOTE BY MN DEPT OF TRANSP 2017 (MPP)
 DM4569'RECOVERED AS DESCRIBED.
 DM4569
 DM4569                          STATION RECOVERY (2019)
 DM4569
 DM4569'RECOVERY NOTE BY MN DEPT OF TRANSP 2019 (AXH)
 DM4569'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DR1402 ***********************************************************************
 DR1402  HT_MOD      -  This is a Height Modernization Survey Station.
 DR1402  DESIGNATION -  1601 K
 DR1402  PID         -  DR1402
 DR1402  STATE/COUNTY-  MN/COOK
 DR1402  COUNTRY     -  US
 DR1402  USGS QUAD   -  LITTLE MARAIS (2019)
 DR1402
 DR1402                         *CURRENT SURVEY CONTROL
 DR1402  ______________________________________________________________________
 DR1402* NAD 83(2011) POSITION- 47 28 40.03693(N) 091 00 16.52673(W)   ADJUSTED
 DR1402* NAD 83(2011) ELLIP HT-   169.881 (meters)        (10/14/19)   ADJUSTED
 DR1402* NAD 83(2011) EPOCH   -  2010.00
 DR1402* NAVD 88 ORTHO HEIGHT -   199.53  (meters)      654.6   (feet) GPS OBS
 DR1402  ______________________________________________________________________
 DR1402  NAVD 88 orthometric height was determined with geoid model    GEOID12B
 DR1402  GEOID HEIGHT    -        -29.667 (meters)                     GEOID12B
 DR1402  GEOID HEIGHT    -        -29.678 (meters)                     GEOID18
 DR1402  NAD 83(2011) X  -    -75,719.503 (meters)                     COMP
 DR1402  NAD 83(2011) Y  - -4,318,139.820 (meters)                     COMP
 DR1402  NAD 83(2011) Z  -  4,677,954.205 (meters)                     COMP
 DR1402  LAPLACE CORR    -        -13.13  (seconds)                    DEFLEC18
 DR1402
 DR1402  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DR1402  Standards:
 DR1402         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DR1402            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DR1402  -------------------------------------------------------------------
 DR1402  NETWORK    0.90   1.49           0.41   0.31   0.76     -0.06450215
 DR1402  -------------------------------------------------------------------
 DR1402  Click here for local accuracies and other accuracy information.
 DR1402
 DR1402.The horizontal coordinates were established by GPS observations
 DR1402.and adjusted by the MN DEPT OF TRANSP in October 2019.
 DR1402
 DR1402.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DR1402.been affixed to the stable North American tectonic plate. See 
 DR1402.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DR1402
 DR1402.The horizontal coordinates are valid at the epoch date displayed above
 DR1402.which is a decimal equivalence of Year/Month/Day.
 DR1402
 DR1402.The orthometric height was determined by GPS observations and a
 DR1402.high-resolution geoid model using precise GPS observation and
 DR1402.processing techniques.
 DR1402
 DR1402.Significant digits in the geoid height do not necessarily reflect accuracy.
 DR1402.GEOID18 height accuracy estimate available here.
 DR1402
 DR1402.Click photographs - Photos may exist for this station.
 DR1402
 DR1402.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DR1402
 DR1402.The Laplace correction was computed from DEFLEC18 derived deflections.
 DR1402
 DR1402.The ellipsoidal height was determined by GPS observations
 DR1402.and is referenced to NAD 83.
 DR1402
 DR1402. The following values were computed from the NAD 83(2011) position.
 DR1402
 DR1402;                    North         East     Units Scale Factor Converg.
 DR1402;SPC MN N     -   210,844.229   957,910.552   MT  0.99992219   +1 33 11.4
 DR1402;SPC MN N     -   691,744.77  3,142,744.87   sFT  0.99992219   +1 33 11.4
 DR1402;UTM  15      - 5,260,191.022   650,341.899   MT  0.99987777   +1 28 15.3
 DR1402
 DR1402!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DR1402!SPC MN N     -   0.99997337  x   0.99992219  =   0.99989557
 DR1402!UTM  15      -   0.99997337  x   0.99987777  =   0.99985115
 DR1402
 DR1402_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXN5034160191(NAD 83)
 DR1402
 DR1402                          SUPERSEDED SURVEY CONTROL
 DR1402
 DR1402  NAVD 88 (04/01/21)  199.539  (m)          654.65   (f) ADJUSTED    2 1
 DR1402
 DR1402.Superseded values are not recommended for survey control.
 DR1402
 DR1402.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DR1402.See file dsdata.pdf to determine how the superseded data were derived.
 DR1402
 DR1402_MARKER: I = METAL ROD
 DR1402_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DR1402_STAMPING: 1601 K 2017
 DR1402_MARK LOGO: MNDT
 DR1402_PROJECTION: RECESSED 5 CENTIMETERS
 DR1402_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DR1402_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DR1402_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DR1402+SATELLITE: SATELLITE OBSERVATIONS - June 04, 2019
 DR1402_ROD/PIPE-DEPTH: 3.7 meters
 DR1402
 DR1402  HISTORY     - Date     Condition        Report By
 DR1402  HISTORY     - 20170502 MONUMENTED       MNDT
 DR1402  HISTORY     - 20190604 GOOD             MNDT
 DR1402
 DR1402                          STATION DESCRIPTION
 DR1402
 DR1402'DESCRIBED BY MN DEPT OF TRANSP 2017
 DR1402'THE MARK IS LOCATED ABOUT 7.0 MI (11.3 KM) SOUTHWEST OF SCHROEDER.
 DR1402'
 DR1402'TO REACH THE MARK GO 6.7 MI (10.8 KM) SOUTHWEST ALONG TRUNK HIGHWAY 61
 DR1402'FROM THE JUNCTION OF TRUNK HIGHWAY 61 AND COUNTY ROAD 1 (CRAMER ROAD)
 DR1402'IN SCHROEDER, AT TRUNK HIGHWAY 61 MILE POINT 72.15.
 DR1402'
 DR1402'THE MARK IS 38.4 FT (11.7 M) NORTHWEST OF TRUNK HIGHWAY 61, 38.0 FT
 DR1402'(11.6 M) NORTHEAST OF DRIVEWAY NUMBER 9327, 1.5 FT (0.5 M)
 DR1402'SOUTH-SOUTHEAST OF A WITNESS POST.
 DR1402'
 DR1402'NOTE-THE STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM ROD
 DR1402'DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION REMOVABLE DISK
 DR1402'SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH PVC
 DR1402'PIPE BACK FILLED WITH WASHED SAND.
 DR1402
 DR1402                          STATION RECOVERY (2019)
 DR1402
 DR1402'RECOVERY NOTE BY MN DEPT OF TRANSP 2019 (MPP)
 DR1402'7.0 MILES SOUTHWEST OF SCHROEDER, 6.7 MILES SOUTHWEST ALONG TRUNK
 DR1402'HIGHWAY 61 FROM THE JUNCTION OF TRUNK HIGHWAY 61 AND COUNTY ROAD 1
 DR1402'(CRAMER ROAD) IN SCHROEDER, AT TRUNK HIGHWAY 61 MILEPOINT 72.15, 38.4
 DR1402'FEET NORTHWEST OF TRUNK HIGHWAY 61, 38.0 FEET NORTHEAST OF DRIVEWAY
 DR1402'NUMBER 9327, 1.5 FEET SOUTH-SOUTHEAST OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DR1410 ***********************************************************************
 DR1410  HT_MOD      -  This is a Height Modernization Survey Station.
 DR1410  DESIGNATION -  1601 L
 DR1410  PID         -  DR1410
 DR1410  STATE/COUNTY-  MN/COOK
 DR1410  COUNTRY     -  US
 DR1410  USGS QUAD   -  TOFTE (2019)
 DR1410
 DR1410                         *CURRENT SURVEY CONTROL
 DR1410  ______________________________________________________________________
 DR1410* NAD 83(2011) POSITION- 47 35 29.29408(N) 090 48 08.04283(W)   ADJUSTED
 DR1410* NAD 83(2011) ELLIP HT-   185.929 (meters)        (10/14/19)   ADJUSTED
 DR1410* NAD 83(2011) EPOCH   -  2010.00
 DR1410* NAVD 88 ORTHO HEIGHT -   215.76  (meters)      707.9   (feet) GPS OBS
 DR1410  ______________________________________________________________________
 DR1410  NAVD 88 orthometric height was determined with geoid model    GEOID12B
 DR1410  GEOID HEIGHT    -        -29.843 (meters)                     GEOID12B
 DR1410  GEOID HEIGHT    -        -29.850 (meters)                     GEOID18
 DR1410  NAD 83(2011) X  -    -60,337.904 (meters)                     COMP
 DR1410  NAD 83(2011) Y  - -4,309,067.923 (meters)                     COMP
 DR1410  NAD 83(2011) Z  -  4,686,499.680 (meters)                     COMP
 DR1410  LAPLACE CORR    -         -8.78  (seconds)                    DEFLEC18
 DR1410
 DR1410  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DR1410  Standards:
 DR1410         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DR1410            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DR1410  -------------------------------------------------------------------
 DR1410  NETWORK    0.85   1.41           0.39   0.29   0.72      0.02252581
 DR1410  -------------------------------------------------------------------
 DR1410  Click here for local accuracies and other accuracy information.
 DR1410
 DR1410.The horizontal coordinates were established by GPS observations
 DR1410.and adjusted by the MN DEPT OF TRANSP in October 2019.
 DR1410
 DR1410.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DR1410.been affixed to the stable North American tectonic plate. See 
 DR1410.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DR1410
 DR1410.The horizontal coordinates are valid at the epoch date displayed above
 DR1410.which is a decimal equivalence of Year/Month/Day.
 DR1410
 DR1410.The orthometric height was determined by GPS observations and a
 DR1410.high-resolution geoid model using precise GPS observation and
 DR1410.processing techniques.
 DR1410
 DR1410.Significant digits in the geoid height do not necessarily reflect accuracy.
 DR1410.GEOID18 height accuracy estimate available here.
 DR1410
 DR1410.Click photographs - Photos may exist for this station.
 DR1410
 DR1410.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DR1410
 DR1410.The Laplace correction was computed from DEFLEC18 derived deflections.
 DR1410
 DR1410.The ellipsoidal height was determined by GPS observations
 DR1410.and is referenced to NAD 83.
 DR1410
 DR1410. The following values were computed from the NAD 83(2011) position.
 DR1410
 DR1410;                    North         East     Units Scale Factor Converg.
 DR1410;SPC MN N     -   223,910.299   972,780.278   MT  0.99991184   +1 42 11.3
 DR1410;SPC MN N     -   734,612.37  3,191,529.96   sFT  0.99991184   +1 42 11.3
 DR1410;UTM  15      - 5,273,235.872   665,229.968   MT  0.99993550   +1 37 23.1
 DR1410
 DR1410!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DR1410!SPC MN N     -   0.99997086  x   0.99991184  =   0.99988270
 DR1410!UTM  15      -   0.99997086  x   0.99993550  =   0.99990636
 DR1410
 DR1410_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXN6522973235(NAD 83)
 DR1410
 DR1410                          SUPERSEDED SURVEY CONTROL
 DR1410
 DR1410  NAVD 88 (04/01/21)  215.749  (m)          707.84   (f) ADJUSTED    2 1
 DR1410
 DR1410.Superseded values are not recommended for survey control.
 DR1410
 DR1410.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DR1410.See file dsdata.pdf to determine how the superseded data were derived.
 DR1410
 DR1410_MARKER: I = METAL ROD
 DR1410_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DR1410_STAMPING: 1601 L 2017
 DR1410_MARK LOGO: MNDT
 DR1410_PROJECTION: RECESSED 5 CENTIMETERS
 DR1410_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DR1410_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DR1410_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DR1410+SATELLITE: SATELLITE OBSERVATIONS - June 04, 2019
 DR1410_ROD/PIPE-DEPTH: 3.7 meters
 DR1410
 DR1410  HISTORY     - Date     Condition        Report By
 DR1410  HISTORY     - 20170502 MONUMENTED       MNDT
 DR1410  HISTORY     - 20190604 GOOD             MNDT
 DR1410
 DR1410                          STATION DESCRIPTION
 DR1410
 DR1410'DESCRIBED BY MN DEPT OF TRANSP 2017
 DR1410'THE MARK IS LOCATED ABOUT 2.0 MI (3.2 KM) NORTHEAST OF TOFTE.
 DR1410'
 DR1410'TO REACH THE MARK GO 1.7 MI (2.7 KM) NORTHEAST ALONG TRUNK HIGHWAY 61
 DR1410'FROM THE JUNCTION OF TRUNK HIGHWAY 61 AND COUNTY ROAD 2 (SAWBILL ROAD)
 DR1410'IN TOFTE, AT TRUNK HIGHWAY 61 MILE POINT 84.50.
 DR1410'
 DR1410'THE MARK IS 30.7 FT (9.4 M) SOUTHEAST OF TRUNK HIGHWAY 61, 98.8 FT
 DR1410'(30.1 M) NORTHEAST OF DRIVEWAY NUMBER 6808, 11.8 FT (3.6 M) NORTHWEST
 DR1410'OF A BIKE PATH, 1.5 FT (0.5 M) NORTHWEST OF A WITNESS POST.
 DR1410'
 DR1410'NOTE-THE STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM ROD
 DR1410'DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION REMOVABLE DISK
 DR1410'SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH PVC
 DR1410'PIPE BACK FILLED WITH WASHED SAND.
 DR1410
 DR1410                          STATION RECOVERY (2019)
 DR1410
 DR1410'RECOVERY NOTE BY MN DEPT OF TRANSP 2019 (MPP)
 DR1410'2.0 MILES NORTHEAST OF TOFTE, 1.7 MILES NORTHEAST ALONG TRUNK HIGHWAY
 DR1410'61 FROM THE JUNCTION OF TRUNK HIGHWAY 61 AND COUNTY ROAD 2 (SAWBILL
 DR1410'ROAD) IN TOFTE, AT TRUNK HIGHWAY 61 MILEPOINT 84.50, 30.7 FEET
 DR1410'SOUTHEAST OF TRUNK HIGHWAY 61, 98.8 FEET NORTHEAST OF DRIVEWAY NUMBER
 DR1410'6808, 11.8 FEET NORTHWEST OF A BIKE PATH, 1.5 FEET NORTHWEST OF A
 DR1410'WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DR1413 ***********************************************************************
 DR1413  HT_MOD      -  This is a Height Modernization Survey Station.
 DR1413  DESIGNATION -  1601 M
 DR1413  PID         -  DR1413
 DR1413  STATE/COUNTY-  MN/COOK
 DR1413  COUNTRY     -  US
 DR1413  USGS QUAD   -  LUTSEN OE S (2019)
 DR1413
 DR1413                         *CURRENT SURVEY CONTROL
 DR1413  ______________________________________________________________________
 DR1413* NAD 83(2011) POSITION- 47 37 26.67004(N) 090 44 27.00125(W)   ADJUSTED
 DR1413* NAD 83(2011) ELLIP HT-   178.823 (meters)        (10/14/19)   ADJUSTED
 DR1413* NAD 83(2011) EPOCH   -  2010.00
 DR1413* NAVD 88 ORTHO HEIGHT -   208.64  (meters)      684.5   (feet) GPS OBS
 DR1413  ______________________________________________________________________
 DR1413  NAVD 88 orthometric height was determined with geoid model    GEOID12B
 DR1413  GEOID HEIGHT    -        -29.835 (meters)                     GEOID12B
 DR1413  GEOID HEIGHT    -        -29.838 (meters)                     GEOID18
 DR1413  NAD 83(2011) X  -    -55,685.422 (meters)                     COMP
 DR1413  NAD 83(2011) Y  - -4,306,448.198 (meters)                     COMP
 DR1413  NAD 83(2011) Z  -  4,688,938.517 (meters)                     COMP
 DR1413  LAPLACE CORR    -         -9.92  (seconds)                    DEFLEC18
 DR1413
 DR1413  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DR1413  Standards:
 DR1413         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DR1413            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DR1413  -------------------------------------------------------------------
 DR1413  NETWORK    0.77   1.31           0.35   0.27   0.67     -0.04193460
 DR1413  -------------------------------------------------------------------
 DR1413  Click here for local accuracies and other accuracy information.
 DR1413
 DR1413.The horizontal coordinates were established by GPS observations
 DR1413.and adjusted by the MN DEPT OF TRANSP in October 2019.
 DR1413
 DR1413.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DR1413.been affixed to the stable North American tectonic plate. See 
 DR1413.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DR1413
 DR1413.The horizontal coordinates are valid at the epoch date displayed above
 DR1413.which is a decimal equivalence of Year/Month/Day.
 DR1413
 DR1413.The orthometric height was determined by GPS observations and a
 DR1413.high-resolution geoid model using precise GPS observation and
 DR1413.processing techniques.
 DR1413
 DR1413.Significant digits in the geoid height do not necessarily reflect accuracy.
 DR1413.GEOID18 height accuracy estimate available here.
 DR1413
 DR1413.Click photographs - Photos may exist for this station.
 DR1413
 DR1413.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DR1413
 DR1413.The Laplace correction was computed from DEFLEC18 derived deflections.
 DR1413
 DR1413.The ellipsoidal height was determined by GPS observations
 DR1413.and is referenced to NAD 83.
 DR1413
 DR1413. The following values were computed from the NAD 83(2011) position.
 DR1413
 DR1413;                    North         East     Units Scale Factor Converg.
 DR1413;SPC MN N     -   227,672.412   977,285.254   MT  0.99990959   +1 44 55.2
 DR1413;SPC MN N     -   746,955.24  3,206,310.04   sFT  0.99990959   +1 44 55.2
 DR1413;UTM  15      - 5,276,991.843   669,740.327   MT  0.99995407   +1 40 09.6
 DR1413
 DR1413!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DR1413!SPC MN N     -   0.99997197  x   0.99990959  =   0.99988156
 DR1413!UTM  15      -   0.99997197  x   0.99995407  =   0.99992604
 DR1413
 DR1413_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXN6974076991(NAD 83)
 DR1413
 DR1413                          SUPERSEDED SURVEY CONTROL
 DR1413
 DR1413  NAVD 88 (04/01/21)  208.643  (m)          684.52   (f) ADJUSTED    2 1
 DR1413
 DR1413.Superseded values are not recommended for survey control.
 DR1413
 DR1413.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DR1413.See file dsdata.pdf to determine how the superseded data were derived.
 DR1413
 DR1413_MARKER: I = METAL ROD
 DR1413_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DR1413_STAMPING: 1601 M 2017
 DR1413_MARK LOGO: MNDT
 DR1413_PROJECTION: RECESSED 5 CENTIMETERS
 DR1413_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DR1413_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DR1413_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DR1413+SATELLITE: SATELLITE OBSERVATIONS - June 04, 2019
 DR1413_ROD/PIPE-DEPTH: 4.3 meters
 DR1413
 DR1413  HISTORY     - Date     Condition        Report By
 DR1413  HISTORY     - 20170502 MONUMENTED       MNDT
 DR1413  HISTORY     - 20190604 GOOD             MNDT
 DR1413
 DR1413                          STATION DESCRIPTION
 DR1413
 DR1413'DESCRIBED BY MN DEPT OF TRANSP 2017
 DR1413'THE MARK IS LOCATED ABOUT 5.5 MI (8.8 KM) NORTHEAST OF TOFTE.
 DR1413'
 DR1413'TO REACH THE MARK GO 5.4 MI (8.7 KM) NORTHEAST ALONG TRUNK HIGHWAY 61
 DR1413'FROM THE JUNCTION OF TRUNK HIGHWAY 61 AND COUNTY ROAD 2 (SAWBILL ROAD)
 DR1413'IN TOFTE, AT TRUNK HIGHWAY 61 MILE POINT 88.20.
 DR1413'
 DR1413'THE MARK IS 39.4 FT (12.0 M) SOUTHEAST OF TRUNK HIGHWAY 61, 455.8 FT
 DR1413'(138.9 M) NORTHWEST OF ROLLINS CREEK ROAD, 58.4 FT (17.8 M) SOUTH OF A
 DR1413'POWER POLE, 1.5 FT (0.5 M) NORTHWEST OF A WITNESS POST.
 DR1413'
 DR1413'NOTE - THE STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM
 DR1413'ROD DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION REMOVABLE
 DR1413'DISK SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH
 DR1413'PVC PIPE BACK FILLED WITH WASHED SAND.
 DR1413
 DR1413                          STATION RECOVERY (2019)
 DR1413
 DR1413'RECOVERY NOTE BY MN DEPT OF TRANSP 2019 (MPP)
 DR1413'5.5 MILES NORTHEAST OF TOFTE, 5.4 MILES NORTHEAST ALONG TRUNK HIGHWAY
 DR1413'61 FROM THE JUNCTION OF TRUNK HIGHWAY 61 AND COUNTY ROAD 2 (SAWBILL
 DR1413'ROAD) IN TOFTE, AT TRUNK HIGHWAY 61 MILEPOINT 88.20, 39.4 FEET
 DR1413'SOUTHEAST OF TRUNK HIGHWAY 61, 455.8 FEET NORTHWEST OF ROLLINS CREEK
 DR1413'ROAD, 58.4 FEET SOUTH OF A POWER POLE, 1.5 FEET NORTHWEST OF A WITNESS
 DR1413'POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 PQ1476 ***********************************************************************
 PQ1476  DESIGNATION -  1602
 PQ1476  PID         -  PQ1476
 PQ1476  STATE/COUNTY-  MN/MEEKER
 PQ1476  COUNTRY     -  US
 PQ1476  USGS QUAD   -  CEDAR MILLS (2019)
 PQ1476
 PQ1476                         *CURRENT SURVEY CONTROL
 PQ1476  ______________________________________________________________________
 PQ1476* NAD 83(2011) POSITION- 44 57 55.33386(N) 094 31 21.35457(W)   ADJUSTED
 PQ1476* NAD 83(2011) ELLIP HT-   311.242 (meters)        (02/09/15)   ADJUSTED
 PQ1476* NAD 83(2011) EPOCH   -  2010.00
 PQ1476* NAVD 88 ORTHO HEIGHT -   338.262 (meters)     1109.78  (feet) ADJUSTED
 PQ1476  ______________________________________________________________________
 PQ1476  GEOID HEIGHT    -        -27.015 (meters)                     GEOID18
 PQ1476  NAD 83(2011) X  -   -356,454.271 (meters)                     COMP
 PQ1476  NAD 83(2011) Y  - -4,506,455.986 (meters)                     COMP
 PQ1476  NAD 83(2011) Z  -  4,484,846.288 (meters)                     COMP
 PQ1476  LAPLACE CORR    -         -2.30  (seconds)                    DEFLEC18
 PQ1476  DYNAMIC HEIGHT  -        338.237 (meters)     1109.70  (feet) COMP
 PQ1476  MODELED GRAVITY -    980,532.5   (mgal)                       NAVD 88
 PQ1476
 PQ1476  VERT ORDER      -  SECOND    CLASS I
 PQ1476
 PQ1476  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 PQ1476  Standards:
 PQ1476         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 PQ1476            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 PQ1476  -------------------------------------------------------------------
 PQ1476  NETWORK    0.75   0.69           0.33   0.26   0.35      0.42464217
 PQ1476  -------------------------------------------------------------------
 PQ1476  Click here for local accuracies and other accuracy information.
 PQ1476
 PQ1476.The horizontal coordinates were established by GPS observations
 PQ1476.and adjusted by the MN DEPT OF TRANSP in February 2015.
 PQ1476
 PQ1476.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 PQ1476.been affixed to the stable North American tectonic plate. See 
 PQ1476.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 PQ1476
 PQ1476.The horizontal coordinates are valid at the epoch date displayed above
 PQ1476.which is a decimal equivalence of Year/Month/Day.
 PQ1476
 PQ1476.The orthometric height was determined by differential leveling and
 PQ1476.adjusted by the NATIONAL GEODETIC SURVEY
 PQ1476.in March 2014.
 PQ1476
 PQ1476.No vertical observational check was made to the station.
 PQ1476
 PQ1476.Significant digits in the geoid height do not necessarily reflect accuracy.
 PQ1476.GEOID18 height accuracy estimate available here.
 PQ1476
 PQ1476.Click photographs - Photos may exist for this station.
 PQ1476
 PQ1476.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 PQ1476
 PQ1476.The Laplace correction was computed from DEFLEC18 derived deflections.
 PQ1476
 PQ1476.The ellipsoidal height was determined by GPS observations
 PQ1476.and is referenced to NAD 83.
 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. The following values were computed from the NAD 83(2011) position.
 PQ1476
 PQ1476;                    North         East     Units Scale Factor Converg.
 PQ1476;SPC MN S     -   318,510.305   758,772.095   MT  0.99995479   -0 21 58.7
 PQ1476;SPC MN S     - 1,044,979.23  2,489,404.78   sFT  0.99995479   -0 21 58.7
 PQ1476;UTM  15      - 4,980,231.139   379,923.645   MT  0.99977729   -1 04 34.0
 PQ1476
 PQ1476!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PQ1476!SPC MN S     -   0.99995120  x   0.99995479  =   0.99990600
 PQ1476!UTM  15      -   0.99995120  x   0.99977729  =   0.99972850
 PQ1476
 PQ1476_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUK7992380231(NAD 83)
 PQ1476
 PQ1476                          SUPERSEDED SURVEY CONTROL
 PQ1476
 PQ1476  NAVD 88 (06/15/95)  338.255  (m)         1109.76   (f) SUPERSEDED  2 1
 PQ1476
 PQ1476.Superseded values are not recommended for survey control.
 PQ1476
 PQ1476.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PQ1476.See file dsdata.pdf to determine how the superseded data were derived.
 PQ1476
 PQ1476_MARKER: DB = BENCH MARK DISK
 PQ1476_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 PQ1476_STAMPING: 1602 1978
 PQ1476_MARK LOGO: MNHD
 PQ1476_PROJECTION: FLUSH
 PQ1476_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT
 PQ1476_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PQ1476_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PQ1476+SATELLITE: SATELLITE OBSERVATIONS - April 13, 2011
 PQ1476
 PQ1476  HISTORY     - Date     Condition        Report By
 PQ1476  HISTORY     - 1978     MONUMENTED       MNDT
 PQ1476  HISTORY     - 20110413 GOOD             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.
 PQ1476
 PQ1476                          STATION RECOVERY (2011)
 PQ1476
 PQ1476'RECOVERY NOTE BY MN DEPT OF TRANSP 2011 (MAS)
 PQ1476'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DM4051 ***********************************************************************
 DM4051  DESIGNATION -  1602 A
 DM4051  PID         -  DM4051
 DM4051  STATE/COUNTY-  MN/COOK
 DM4051  COUNTRY     -  US
 DM4051  USGS QUAD   -  HOVLAND (2019)
 DM4051
 DM4051                         *CURRENT SURVEY CONTROL
 DM4051  ______________________________________________________________________
 DM4051* NAD 83(1986) POSITION- 47 50 37.     (N) 089 57 44.     (W)   SCALED
 DM4051* NAVD 88 ORTHO HEIGHT -   213.491 (meters)      700.43  (feet) ADJUSTED
 DM4051  ______________________________________________________________________
 DM4051  GEOID HEIGHT    -        -32.492 (meters)                     GEOID18
 DM4051  DYNAMIC HEIGHT  -        213.539 (meters)      700.59  (feet) COMP
 DM4051  MODELED GRAVITY -    980,831.3   (mgal)                       NAVD 88
 DM4051
 DM4051  VERT ORDER      -  SECOND    CLASS I
 DM4051
 DM4051.The horizontal coordinates were scaled from a map and have
 DM4051.an estimated accuracy of +/- 6 seconds.
 DM4051
 DM4051.The orthometric height was determined by differential leveling and
 DM4051.adjusted by the NATIONAL GEODETIC SURVEY
 DM4051.in January 2011.
 DM4051
 DM4051.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM4051.GEOID18 height accuracy estimate available here.
 DM4051
 DM4051.Click photographs - Photos may exist for this station.
 DM4051
 DM4051.The dynamic height is computed by dividing the NAVD 88
 DM4051.geopotential number by the normal gravity value computed on the
 DM4051.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM4051.degrees latitude (g = 980.6199 gals.).
 DM4051
 DM4051.The modeled gravity was interpolated from observed gravity values.
 DM4051
 DM4051;                    North         East    Units  Estimated Accuracy
 DM4051;SPC MN N     -   254,140.    1,034,780.      MT  (+/- 180 meters Scaled)
 DM4051
 DM4051_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBU783031(NAD 83)
 DM4051
 DM4051                          SUPERSEDED SURVEY CONTROL
 DM4051
 DM4051.No superseded survey control is available for this station.
 DM4051
 DM4051_MARKER: DB = BENCH MARK DISK
 DM4051_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DM4051_SP_SET: BRIDGE ABUTMENT
 DM4051_STAMPING: 1602 A 2005
 DM4051_MARK LOGO: MNHD
 DM4051_MAGNETIC: N = NO MAGNETIC MATERIAL
 DM4051_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DM4051_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DM4051+SATELLITE: SATELLITE OBSERVATIONS - April 05, 2017
 DM4051
 DM4051  HISTORY     - Date     Condition        Report By
 DM4051  HISTORY     - 1981     MONUMENTED       MNDT
 DM4051  HISTORY     - 20070506 GOOD             MNDT
 DM4051  HISTORY     - 20170405 GOOD             MNDT
 DM4051
 DM4051                          STATION DESCRIPTION
 DM4051
 DM4051'DESCRIBED BY MN DEPT OF TRANSP 2007 (MPP)
 DM4051'THE MARK IS IN HOVLAND, IN BRIDGE ABUTMENT IN SOUTHEAST CORNER OF
 DM4051'TRUNK HIGHWAY 61 BRIDGE NUMBER 16001 OVER FLUTE REED RIVER, AT TRUNK
 DM4051'HIGHWAY 61 MILE POINT 128.85.
 DM4051'
 DM4051'IT IS 24 FT (7.3 M) SOUTHEAST OF TRUNK HIGHWAY 61, 66 FT (20.1 M)
 DM4051'SOUTHWEST OF CHISAGO BAY ROAD.
 DM4051'
 DM4051'NOTE-DISK SET IN BRIDGE WHEN BUILT IN 1981 THEN STAMPED WHEN USED IN
 DM4051'2005.
 DM4051
 DM4051                          STATION RECOVERY (2017)
 DM4051
 DM4051'RECOVERY NOTE BY MN DEPT OF TRANSP 2017 (MPP)
 DM4051'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DM4052 ***********************************************************************
 DM4052  DESIGNATION -  1602 A 1
 DM4052  PID         -  DM4052
 DM4052  STATE/COUNTY-  MN/COOK
 DM4052  COUNTRY     -  US
 DM4052  USGS QUAD   -  HOVLAND (2019)
 DM4052
 DM4052                         *CURRENT SURVEY CONTROL
 DM4052  ______________________________________________________________________
 DM4052* NAD 83(1986) POSITION- 47 50 47.     (N) 089 57 55.     (W)   SCALED
 DM4052* NAVD 88 ORTHO HEIGHT -   225.210 (meters)      738.88  (feet) ADJUSTED
 DM4052  ______________________________________________________________________
 DM4052  GEOID HEIGHT    -        -32.467 (meters)                     GEOID18
 DM4052  DYNAMIC HEIGHT  -        225.260 (meters)      739.04  (feet) COMP
 DM4052  MODELED GRAVITY -    980,828.8   (mgal)                       NAVD 88
 DM4052
 DM4052  VERT ORDER      -  SECOND    CLASS I
 DM4052
 DM4052.The horizontal coordinates were scaled from a map and have
 DM4052.an estimated accuracy of +/- 6 seconds.
 DM4052
 DM4052.The orthometric height was determined by differential leveling and
 DM4052.adjusted by the NATIONAL GEODETIC SURVEY
 DM4052.in January 2011.
 DM4052
 DM4052.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM4052.GEOID18 height accuracy estimate available here.
 DM4052
 DM4052.Click photographs - Photos may exist for this station.
 DM4052
 DM4052.The dynamic height is computed by dividing the NAVD 88
 DM4052.geopotential number by the normal gravity value computed on the
 DM4052.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM4052.degrees latitude (g = 980.6199 gals.).
 DM4052
 DM4052.The modeled gravity was interpolated from observed gravity values.
 DM4052
 DM4052;                    North         East    Units  Estimated Accuracy
 DM4052;SPC MN N     -   254,440.    1,034,540.      MT  (+/- 180 meters Scaled)
 DM4052
 DM4052_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBU781034(NAD 83)
 DM4052
 DM4052                          SUPERSEDED SURVEY CONTROL
 DM4052
 DM4052.No superseded survey control is available for this station.
 DM4052
 DM4052_MARKER: DV = VERTICAL CONTROL DISK
 DM4052_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DM4052_SP_SET: BRIDGE RAILING
 DM4052_STAMPING: 1602 A 1 2007
 DM4052_MARK LOGO: MNDT
 DM4052_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DM4052_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DM4052_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DM4052+SATELLITE: SATELLITE OBSERVATIONS - April 05, 2017
 DM4052
 DM4052  HISTORY     - Date     Condition        Report By
 DM4052  HISTORY     - 2007     MONUMENTED       MNDT
 DM4052  HISTORY     - 20170405 GOOD             MNDT
 DM4052
 DM4052                          STATION DESCRIPTION
 DM4052
 DM4052'DESCRIBED BY MN DEPT OF TRANSP 2007
 DM4052'THE MARK IS 0.5 MI (0.8 KM) NORTHWEST OF HOVLAND, IN BRIDGE RAIL IN
 DM4052'SOUTHEAST CORNER OF TRUNK HIGHWAY 61 BRIDGE NUMBER 16520 OVER REED
 DM4052'RIVER, 0.20 MI (0.3 KM) NORTH ALONG COUNTY ROAD 16 (ARROWHEAD TRAIL)
 DM4052'FROM THE JUNCTION OF COUNTY ROAD 16 AND TRUNK HIGHWAY 61 IN HOVLAND,
 DM4052'THENCE 0.1 MI (0.2 KM) WEST ON NORTH ROAD.
 DM4052'
 DM4052'IT IS 12.2 FT (3.7 M) WEST OF EAST EDGE OF CONCRETE BRIDGE RAIL, 18.0
 DM4052'FT (5.5 M) SOUTH OF NORTH ROAD.
 DM4052
 DM4052                          STATION RECOVERY (2017)
 DM4052
 DM4052'RECOVERY NOTE BY MN DEPT OF TRANSP 2017 (MPP)
 DM4052'0.50 MI (0.80 KM) NORTHWEST OF HOVLAND, IN THE BRIDGE RAIL IN THE
 DM4052'SOUTHEAST CORNER OF NORTH ROAD BRIDGE NUMBER 16520 OVER FLUTE REED
 DM4052'RIVER, 0.20 MI (0.32 KM) NORTH ALONG COUNTY ROAD 16 (ARROWHEAD TRAIL)
 DM4052'FROM THE JUNCTION OF COUNTY ROAD 16 AND TRUNK HIGHWAY 61 IN HOVLAND,
 DM4052'THEN 0.1 MI (0.2 KM) WEST ON NORTH ROAD, 12.2 FT (3.7 M) WEST OF THE
 DM4052'EAST EDGE OF A CONCRETE BRIDGE RAIL, 18.0 FT (5.5 M) SOUTH OF NORTH
 DM4052'ROAD.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DM4053 ***********************************************************************
 DM4053  DESIGNATION -  1602 A 2
 DM4053  PID         -  DM4053
 DM4053  STATE/COUNTY-  MN/COOK
 DM4053  COUNTRY     -  US
 DM4053  USGS QUAD   -  HOVLAND (2019)
 DM4053
 DM4053                         *CURRENT SURVEY CONTROL
 DM4053  ______________________________________________________________________
 DM4053* NAD 83(1986) POSITION- 47 52 04.     (N) 089 58 02.     (W)   SCALED
 DM4053* NAVD 88 ORTHO HEIGHT -   331.098 (meters)     1086.28  (feet) ADJUSTED
 DM4053  ______________________________________________________________________
 DM4053  GEOID HEIGHT    -        -32.395 (meters)                     GEOID18
 DM4053  DYNAMIC HEIGHT  -        331.165 (meters)     1086.50  (feet) COMP
 DM4053  MODELED GRAVITY -    980,804.8   (mgal)                       NAVD 88
 DM4053
 DM4053  VERT ORDER      -  SECOND    CLASS I
 DM4053
 DM4053.The horizontal coordinates were scaled from a map and have
 DM4053.an estimated accuracy of +/- 6 seconds.
 DM4053
 DM4053.The orthometric height was determined by differential leveling and
 DM4053.adjusted by the NATIONAL GEODETIC SURVEY
 DM4053.in January 2011.
 DM4053
 DM4053.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM4053.GEOID18 height accuracy estimate available here.
 DM4053
 DM4053.Click photographs - Photos may exist for this station.
 DM4053
 DM4053.The dynamic height is computed by dividing the NAVD 88
 DM4053.geopotential number by the normal gravity value computed on the
 DM4053.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM4053.degrees latitude (g = 980.6199 gals.).
 DM4053
 DM4053.The modeled gravity was interpolated from observed gravity values.
 DM4053
 DM4053;                    North         East    Units  Estimated Accuracy
 DM4053;SPC MN N     -   256,810.    1,034,300.      MT  (+/- 180 meters Scaled)
 DM4053
 DM4053_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBU781058(NAD 83)
 DM4053
 DM4053                          SUPERSEDED SURVEY CONTROL
 DM4053
 DM4053.No superseded survey control is available for this station.
 DM4053
 DM4053_MARKER: DD = SURVEY DISK
 DM4053_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DM4053_STAMPING: 1602 A 2 2007
 DM4053_MARK LOGO: MNDT
 DM4053_PROJECTION: FLUSH
 DM4053_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DM4053_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DM4053_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DM4053+SATELLITE: SATELLITE OBSERVATIONS - 2007
 DM4053_ROD/PIPE-DEPTH: 6.1 meters
 DM4053
 DM4053  HISTORY     - Date     Condition        Report By
 DM4053  HISTORY     - 2007     MONUMENTED       MNDT
 DM4053
 DM4053                          STATION DESCRIPTION
 DM4053
 DM4053'DESCRIBED BY MN DEPT OF TRANSP 2007
 DM4053'THE MARK IS 2.0 MI (3.2 KM) NORTH OF HOVLAND, 1.7 MI (2.7 KM) NORTH
 DM4053'ALONG COUNTY ROAD 16 (ARROWHEAD TRAIL) FROM THE JUNCTION OF COUNTY
 DM4053'ROAD 16 AND TRUNK HIGHWAY 61 IN HOVLAND.
 DM4053'
 DM4053'IT IS 23.6 FT (7.2 M) WEST COUNTY ROAD 16, 17.5 FT (5.3 M) SOUTH OF
 DM4053'ENTRANCE, 3.6 FT (1.1 M) NORTH OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DM4054 ***********************************************************************
 DM4054  DESIGNATION -  1602 A 3
 DM4054  PID         -  DM4054
 DM4054  STATE/COUNTY-  MN/COOK
 DM4054  COUNTRY     -  US
 DM4054  USGS QUAD   -  FARQUHAR PEAK (2019)
 DM4054
 DM4054                         *CURRENT SURVEY CONTROL
 DM4054  ______________________________________________________________________
 DM4054* NAD 83(1986) POSITION- 47 53 18.     (N) 089 57 08.     (W)   SCALED
 DM4054* NAVD 88 ORTHO HEIGHT -   386.178 (meters)     1266.99  (feet) ADJUSTED
 DM4054  ______________________________________________________________________
 DM4054  GEOID HEIGHT    -        -32.441 (meters)                     GEOID18
 DM4054  DYNAMIC HEIGHT  -        386.255 (meters)     1267.24  (feet) COMP
 DM4054  MODELED GRAVITY -    980,797.7   (mgal)                       NAVD 88
 DM4054
 DM4054  VERT ORDER      -  SECOND    CLASS I
 DM4054
 DM4054.The horizontal coordinates were scaled from a map and have
 DM4054.an estimated accuracy of +/- 6 seconds.
 DM4054
 DM4054.The orthometric height was determined by differential leveling and
 DM4054.adjusted by the NATIONAL GEODETIC SURVEY
 DM4054.in January 2011.
 DM4054
 DM4054.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM4054.GEOID18 height accuracy estimate available here.
 DM4054
 DM4054.Click photographs - Photos may exist for this station.
 DM4054
 DM4054.The dynamic height is computed by dividing the NAVD 88
 DM4054.geopotential number by the normal gravity value computed on the
 DM4054.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM4054.degrees latitude (g = 980.6199 gals.).
 DM4054
 DM4054.The modeled gravity was interpolated from observed gravity values.
 DM4054
 DM4054;                    North         East    Units  Estimated Accuracy
 DM4054;SPC MN N     -   259,140.    1,035,320.      MT  (+/- 180 meters Scaled)
 DM4054
 DM4054_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBU793081(NAD 83)
 DM4054
 DM4054                          SUPERSEDED SURVEY CONTROL
 DM4054
 DM4054.No superseded survey control is available for this station.
 DM4054
 DM4054_MARKER: DD = SURVEY DISK
 DM4054_SETTING: 65 = SET IN UNSPECIFIED ROCK OR BOULDER
 DM4054_STAMPING: 1602 A 3 2007
 DM4054_MARK LOGO: MNDT
 DM4054_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DM4054_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DM4054_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DM4054+SATELLITE: SATELLITE OBSERVATIONS - 2007
 DM4054
 DM4054  HISTORY     - Date     Condition        Report By
 DM4054  HISTORY     - 2007     MONUMENTED       MNDT
 DM4054
 DM4054                          STATION DESCRIPTION
 DM4054
 DM4054'DESCRIBED BY MN DEPT OF TRANSP 2007
 DM4054'THE MARK IS 3.0 MI (4.8 KM) NORTH OF HOVLAND, 3.5 MI (5.6 KM) NORTH
 DM4054'ALONG COUNTY ROAD 16 (ARROWHEAD TRAIL) FROM THE JUNCTION OF COUNTY
 DM4054'ROAD 16 AND TRUNK HIGHWAY 61 IN HOVLAND, 31.8 FT (9.7 M) WEST OF
 DM4054'COUNTY ROAD 16, 2.4 FT (0.7 M) EAST OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DM4055 ***********************************************************************
 DM4055  DESIGNATION -  1602 A 4
 DM4055  PID         -  DM4055
 DM4055  STATE/COUNTY-  MN/COOK
 DM4055  COUNTRY     -  US
 DM4055  USGS QUAD   -  FARQUHAR PEAK (2019)
 DM4055
 DM4055                         *CURRENT SURVEY CONTROL
 DM4055  ______________________________________________________________________
 DM4055* NAD 83(1986) POSITION- 47 54 39.     (N) 089 57 20.     (W)   SCALED
 DM4055* NAVD 88 ORTHO HEIGHT -   431.328 (meters)     1415.12  (feet) ADJUSTED
 DM4055  ______________________________________________________________________
 DM4055  GEOID HEIGHT    -        -32.422 (meters)                     GEOID18
 DM4055  DYNAMIC HEIGHT  -        431.409 (meters)     1415.38  (feet) COMP
 DM4055  MODELED GRAVITY -    980,786.4   (mgal)                       NAVD 88
 DM4055
 DM4055  VERT ORDER      -  SECOND    CLASS I
 DM4055
 DM4055.The horizontal coordinates were scaled from a map and have
 DM4055.an estimated accuracy of +/- 6 seconds.
 DM4055
 DM4055.The orthometric height was determined by differential leveling and
 DM4055.adjusted by the NATIONAL GEODETIC SURVEY
 DM4055.in January 2011.
 DM4055
 DM4055.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM4055.GEOID18 height accuracy estimate available here.
 DM4055
 DM4055.Click photographs - Photos may exist for this station.
 DM4055
 DM4055.The dynamic height is computed by dividing the NAVD 88
 DM4055.geopotential number by the normal gravity value computed on the
 DM4055.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM4055.degrees latitude (g = 980.6199 gals.).
 DM4055
 DM4055.The modeled gravity was interpolated from observed gravity values.
 DM4055
 DM4055;                    North         East    Units  Estimated Accuracy
 DM4055;SPC MN N     -   261,630.    1,034,970.      MT  (+/- 180 meters Scaled)
 DM4055
 DM4055_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBU791106(NAD 83)
 DM4055
 DM4055                          SUPERSEDED SURVEY CONTROL
 DM4055
 DM4055.No superseded survey control is available for this station.
 DM4055
 DM4055_MARKER: DD = SURVEY DISK
 DM4055_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DM4055_STAMPING: 1602 A 4 2007
 DM4055_MARK LOGO: MNDT
 DM4055_PROJECTION: FLUSH
 DM4055_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DM4055_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DM4055_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DM4055+SATELLITE: SATELLITE OBSERVATIONS - 2007
 DM4055_ROD/PIPE-DEPTH: 4.9 meters
 DM4055
 DM4055  HISTORY     - Date     Condition        Report By
 DM4055  HISTORY     - 2007     MONUMENTED       MNDT
 DM4055
 DM4055                          STATION DESCRIPTION
 DM4055
 DM4055'DESCRIBED BY MN DEPT OF TRANSP 2007
 DM4055'THE MARK IS 4.5 MI (7.2 KM) NORTH OF HOVLAND, 5.2 MI (8.4 KM) NORTH
 DM4055'ALONG COUNTY ROAD 16 (ARROWHEAD TRAIL) FROM THE JUNCTION OF COUNTY
 DM4055'ROAD 16 AND TRUNK HIGHWAY 61 IN HOVLAND.
 DM4055'
 DM4055'IT IS 14.9 FT (4.5 M) EAST COUNTY ROAD 16, 7.2 FT (2.2 M) WEST OF A
 DM4055'WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DM4056 ***********************************************************************
 DM4056  DESIGNATION -  1602 A 5
 DM4056  PID         -  DM4056
 DM4056  STATE/COUNTY-  MN/COOK
 DM4056  COUNTRY     -  US
 DM4056  USGS QUAD   -  FARQUHAR PEAK (2019)
 DM4056
 DM4056                         *CURRENT SURVEY CONTROL
 DM4056  ______________________________________________________________________
 DM4056* NAD 83(1986) POSITION- 47 55 42.60   (N) 089 58 22.19   (W)   HD_HELD1
 DM4056* NAVD 88 ORTHO HEIGHT -   436.068 (meters)     1430.67  (feet) ADJUSTED
 DM4056  ______________________________________________________________________
 DM4056  GEOID HEIGHT    -        -32.357 (meters)                     GEOID18
 DM4056  DYNAMIC HEIGHT  -        436.150 (meters)     1430.94  (feet) COMP
 DM4056  MODELED GRAVITY -    980,784.9   (mgal)                       NAVD 88
 DM4056
 DM4056  VERT ORDER      -  SECOND    CLASS I
 DM4056
 DM4056.The horizontal coordinates were determined by differentially corrected
 DM4056.hand held GPS observations or other comparable positioning techniques
 DM4056.and have an estimated accuracy of +/- 3 meters.
 DM4056
 DM4056.The orthometric height was determined by differential leveling and
 DM4056.adjusted by the NATIONAL GEODETIC SURVEY
 DM4056.in January 2011.
 DM4056
 DM4056.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM4056.GEOID18 height accuracy estimate available here.
 DM4056
 DM4056.Click photographs - Photos may exist for this station.
 DM4056
 DM4056.The dynamic height is computed by dividing the NAVD 88
 DM4056.geopotential number by the normal gravity value computed on the
 DM4056.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM4056.degrees latitude (g = 980.6199 gals.).
 DM4056
 DM4056.The modeled gravity was interpolated from observed gravity values.
 DM4056
 DM4056;                    North         East    Units  Estimated Accuracy
 DM4056;SPC MN N     -   263,537.3   1,033,602.3     MT  (+/- 3 meters HH1 GPS) 
 DM4056
 DM4056_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBU7794412631(NAD 83)
 DM4056
 DM4056                          SUPERSEDED SURVEY CONTROL
 DM4056
 DM4056.No superseded survey control is available for this station.
 DM4056
 DM4056_MARKER: DD = SURVEY DISK
 DM4056_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DM4056_STAMPING: 1602 A 5 2007
 DM4056_MARK LOGO: MNDT
 DM4056_PROJECTION: RECESSED 3 CENTIMETERS
 DM4056_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DM4056_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DM4056_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DM4056+SATELLITE: SATELLITE OBSERVATIONS - August 18, 2021
 DM4056_ROD/PIPE-DEPTH: 5.2 meters
 DM4056
 DM4056  HISTORY     - Date     Condition        Report By
 DM4056  HISTORY     - 2007     MONUMENTED       MNDT
 DM4056  HISTORY     - 20210818 GOOD             MNDT
 DM4056
 DM4056                          STATION DESCRIPTION
 DM4056
 DM4056'DESCRIBED BY MN DEPT OF TRANSP 2007
 DM4056'THE MARK IS 6.0 MI (9.7 KM) NORTH OF HOVLAND, 6.85 MI (11.0 KM) NORTH
 DM4056'ALONG COUNTY ROAD 16 (ARROWHEAD TRAIL) FROM THE JUNCTION OF COUNTY
 DM4056'ROAD 16 AND TRUNK HIGHWAY 61 IN HOVLAND.
 DM4056'
 DM4056'IT IS 27.1 FT (8.3 M) SOUTHWEST COUNTY ROAD 16, 42.6 FT (13.0 M)
 DM4056'SOUTHEAST OF DRIVEWAY NUMBER 1319, 1.6 FT (0.5 M) NORTHEAST OF A
 DM4056'WITNESS POST.
 DM4056
 DM4056                          STATION RECOVERY (2021)
 DM4056
 DM4056'RECOVERY NOTE BY MN DEPT OF TRANSP 2021 (KMS)
 DM4056'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DM4058 ***********************************************************************
 DM4058  DESIGNATION -  1602 B
 DM4058  PID         -  DM4058
 DM4058  STATE/COUNTY-  MN/COOK
 DM4058  COUNTRY     -  US
 DM4058  USGS QUAD   -  MARR ISLAND (2019)
 DM4058
 DM4058                         *CURRENT SURVEY CONTROL
 DM4058  ______________________________________________________________________
 DM4058* NAD 83(1986) POSITION- 47 49 04.     (N) 090 03 05.     (W)   SCALED
 DM4058* NAVD 88 ORTHO HEIGHT -   193.151 (meters)      633.70  (feet) ADJUSTED
 DM4058  ______________________________________________________________________
 DM4058  GEOID HEIGHT    -        -32.113 (meters)                     GEOID18
 DM4058  DYNAMIC HEIGHT  -        193.195 (meters)      633.84  (feet) COMP
 DM4058  MODELED GRAVITY -    980,833.4   (mgal)                       NAVD 88
 DM4058
 DM4058  VERT ORDER      -  SECOND    CLASS I
 DM4058
 DM4058.The horizontal coordinates were scaled from a map and have
 DM4058.an estimated accuracy of +/- 6 seconds.
 DM4058
 DM4058.The orthometric height was determined by differential leveling and
 DM4058.adjusted by the NATIONAL GEODETIC SURVEY
 DM4058.in January 2011.
 DM4058
 DM4058.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM4058.GEOID18 height accuracy estimate available here.
 DM4058
 DM4058.Click photographs - Photos may exist for this station.
 DM4058
 DM4058.The dynamic height is computed by dividing the NAVD 88
 DM4058.geopotential number by the normal gravity value computed on the
 DM4058.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM4058.degrees latitude (g = 980.6199 gals.).
 DM4058
 DM4058.The modeled gravity was interpolated from observed gravity values.
 DM4058
 DM4058;                    North         East    Units  Estimated Accuracy
 DM4058;SPC MN N     -   251,000.    1,028,220.      MT  (+/- 180 meters Scaled)
 DM4058
 DM4058_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYP207002(NAD 83)
 DM4058
 DM4058                          SUPERSEDED SURVEY CONTROL
 DM4058
 DM4058.No superseded survey control is available for this station.
 DM4058
 DM4058_MARKER: DB = BENCH MARK DISK
 DM4058_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DM4058_SP_SET: BRIDGE ABUTMENT
 DM4058_STAMPING: 1602 B 2007
 DM4058_MARK LOGO: MNHD
 DM4058_MAGNETIC: N = NO MAGNETIC MATERIAL
 DM4058_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DM4058_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DM4058+SATELLITE: SATELLITE OBSERVATIONS - April 05, 2017
 DM4058
 DM4058  HISTORY     - Date     Condition        Report By
 DM4058  HISTORY     - 1981     MONUMENTED       MNHD
 DM4058  HISTORY     - 20070506 GOOD             MNDT
 DM4058  HISTORY     - 20170405 GOOD             MNDT
 DM4058
 DM4058                          STATION DESCRIPTION
 DM4058
 DM4058'DESCRIBED BY MN DEPT OF TRANSP 2007 (MPP)
 DM4058'THE MARK IS 5.0 MI (8.0 KM) SOUTHWEST OF HOVLAND, IN BRIDGE ABUTMENT
 DM4058'IN SOUTHEAST CORNER OF TRUNK HIGHWAY 61 BRIDGE NUMBER 16002 OVER BRULE
 DM4058'RIVER, 4.8 MI (7.7 KM) SOUTHWEST ALONG TRUNK HIGHWAY 61 FROM THE
 DM4058'JUNCTION OF TRUNK HIGHWAY 61 AND COUNTY ROAD 16 IN HOVLAND, AT TRUNK
 DM4058'HIGHWAY MILEPOST 124.10, 20.0 FT (6.1 M) SOUTHEAST OF TRUNK HIGHWAY
 DM4058'61.
 DM4058'
 DM4058'NOTE-DISK SET IN BRIDGE WHEN BUILT IN 1981 THEN STAMPED WHEN USED IN
 DM4058'2007.
 DM4058
 DM4058                          STATION RECOVERY (2017)
 DM4058
 DM4058'RECOVERY NOTE BY MN DEPT OF TRANSP 2017 (MPP)
 DM4058'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DM4059 ***********************************************************************
 DM4059  DESIGNATION -  1602 C
 DM4059  PID         -  DM4059
 DM4059  STATE/COUNTY-  MN/COOK
 DM4059  COUNTRY     -  US
 DM4059  USGS QUAD   -  KADUNCE RIVER (2019)
 DM4059
 DM4059                         *CURRENT SURVEY CONTROL
 DM4059  ______________________________________________________________________
 DM4059* NAD 83(1986) POSITION- 47 47 38.     (N) 090 09 18.     (W)   SCALED
 DM4059* NAVD 88 ORTHO HEIGHT -   188.051 (meters)      616.96  (feet) ADJUSTED
 DM4059  ______________________________________________________________________
 DM4059  GEOID HEIGHT    -        -31.642 (meters)                     GEOID18
 DM4059  DYNAMIC HEIGHT  -        188.094 (meters)      617.11  (feet) COMP
 DM4059  MODELED GRAVITY -    980,836.9   (mgal)                       NAVD 88
 DM4059
 DM4059  VERT ORDER      -  SECOND    CLASS I
 DM4059
 DM4059.The horizontal coordinates were scaled from a map and have
 DM4059.an estimated accuracy of +/- 6 seconds.
 DM4059
 DM4059.The orthometric height was determined by differential leveling and
 DM4059.adjusted by the NATIONAL GEODETIC SURVEY
 DM4059.in January 2011.
 DM4059
 DM4059.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM4059.GEOID18 height accuracy estimate available here.
 DM4059
 DM4059.Click photographs - Photos may exist for this station.
 DM4059
 DM4059.The dynamic height is computed by dividing the NAVD 88
 DM4059.geopotential number by the normal gravity value computed on the
 DM4059.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM4059.degrees latitude (g = 980.6199 gals.).
 DM4059
 DM4059.The modeled gravity was interpolated from observed gravity values.
 DM4059
 DM4059;                    North         East    Units  Estimated Accuracy
 DM4059;SPC MN N     -   248,050.    1,020,570.      MT  (+/- 180 meters Scaled)
 DM4059
 DM4059_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYN130973(NAD 83)
 DM4059
 DM4059                          SUPERSEDED SURVEY CONTROL
 DM4059
 DM4059.No superseded survey control is available for this station.
 DM4059
 DM4059_MARKER: DD = SURVEY DISK
 DM4059_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DM4059_SP_SET: BOX CULVERT
 DM4059_STAMPING: 1602 C 2007
 DM4059_MARK LOGO: MNDT
 DM4059_MAGNETIC: N = NO MAGNETIC MATERIAL
 DM4059_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DM4059+STABILITY: SURFACE MOTION
 DM4059_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DM4059+SATELLITE: SATELLITE OBSERVATIONS - April 04, 2017
 DM4059
 DM4059  HISTORY     - Date     Condition        Report By
 DM4059  HISTORY     - 2005     MONUMENTED       MNDT
 DM4059  HISTORY     - 20070506 GOOD             MNDT
 DM4059  HISTORY     - 20170404 GOOD             MNDT
 DM4059
 DM4059                          STATION DESCRIPTION
 DM4059
 DM4059'DESCRIBED BY MN DEPT OF TRANSP 2007 (MPP)
 DM4059'THE MARK IS 9.0 MI (14.5 KM) NORTHEAST OF GRAND MARIAS.  IN RAIL IN
 DM4059'SOUTHEAST CORNER OF TRUNK HIGHWAY 61 BOX CULVERT NUMBER 16004 OVER
 DM4059'KADUNCE RIVER, 8.7 MI (14.0 KM) NORTHEAST ALONG TRUNK HIGHWAY 61 FROM
 DM4059'THE JUNCTION OF TRUNK HIGHWAY 61 AND COUNTY ROAD 12 (GUNFLINT) IN
 DM4059'GRAND MARAIS, AT TRUNK HIGHWAY 61 MILEPOST 118.9, 25.2 FT (7.7 M)
 DM4059'SOUTH OF TRUNK HIGHWAY 61.
 DM4059
 DM4059                          STATION RECOVERY (2017)
 DM4059
 DM4059'RECOVERY NOTE BY MN DEPT OF TRANSP 2017 (MPP)
 DM4059'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DM4061 ***********************************************************************
 DM4061  DESIGNATION -  1602 D
 DM4061  PID         -  DM4061
 DM4061  STATE/COUNTY-  MN/COOK
 DM4061  COUNTRY     -  US
 DM4061  USGS QUAD   -  KADUNCE RIVER (2019)
 DM4061
 DM4061                         *CURRENT SURVEY CONTROL
 DM4061  ______________________________________________________________________
 DM4061* NAD 83(1986) POSITION- 47 47 05.     (N) 090 10 56.     (W)   SCALED
 DM4061* NAVD 88 ORTHO HEIGHT -   189.212 (meters)      620.77  (feet) ADJUSTED
 DM4061  ______________________________________________________________________
 DM4061  GEOID HEIGHT    -        -31.530 (meters)                     GEOID18
 DM4061  DYNAMIC HEIGHT  -        189.256 (meters)      620.92  (feet) COMP
 DM4061  MODELED GRAVITY -    980,839.4   (mgal)                       NAVD 88
 DM4061
 DM4061  VERT ORDER      -  SECOND    CLASS I
 DM4061
 DM4061.The horizontal coordinates were scaled from a map and have
 DM4061.an estimated accuracy of +/- 6 seconds.
 DM4061
 DM4061.The orthometric height was determined by differential leveling and
 DM4061.adjusted by the NATIONAL GEODETIC SURVEY
 DM4061.in January 2011.
 DM4061
 DM4061.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM4061.GEOID18 height accuracy estimate available here.
 DM4061
 DM4061.Click photographs - Photos may exist for this station.
 DM4061
 DM4061.The dynamic height is computed by dividing the NAVD 88
 DM4061.geopotential number by the normal gravity value computed on the
 DM4061.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM4061.degrees latitude (g = 980.6199 gals.).
 DM4061
 DM4061.The modeled gravity was interpolated from observed gravity values.
 DM4061
 DM4061;                    North         East    Units  Estimated Accuracy
 DM4061;SPC MN N     -   246,950.    1,018,570.      MT  (+/- 180 meters Scaled)
 DM4061
 DM4061_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYN110962(NAD 83)
 DM4061
 DM4061                          SUPERSEDED SURVEY CONTROL
 DM4061
 DM4061.No superseded survey control is available for this station.
 DM4061
 DM4061_MARKER: DD = SURVEY DISK
 DM4061_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DM4061_SP_SET: BRIDGE RAILING
 DM4061_STAMPING: 1602 D 2007
 DM4061_MARK LOGO: MNDT
 DM4061_MAGNETIC: N = NO MAGNETIC MATERIAL
 DM4061_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DM4061_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DM4061+SATELLITE: SATELLITE OBSERVATIONS - April 04, 2017
 DM4061
 DM4061  HISTORY     - Date     Condition        Report By
 DM4061  HISTORY     - 2004     MONUMENTED       MNDT
 DM4061  HISTORY     - 20070506 GOOD             MNDT
 DM4061  HISTORY     - 20170404 GOOD             MNDT
 DM4061
 DM4061                          STATION DESCRIPTION
 DM4061
 DM4061'DESCRIBED BY MN DEPT OF TRANSP 2007 (MPP)
 DM4061'THE MARK IS 8.0 MI (12.9 KM) NORTHEAST OF GRAND MARAIS, IN RAIL IN
 DM4061'SOUTHEAST CORNER OF TRUNK HIGHWAY 61 BRIDGE NUMBER 16X03 OVER KIMBALL
 DM4061'CREEK, 7.2 MI (11.6 KM) NORTHEAST ALONG TRUNK HIGHWAY 61 AND COUNTY
 DM4061'ROAD 12 (GUNFLINT TRAIL) IN GRAND MARAIS, AT TRUNK HIGHWAY 61 MILEPOST
 DM4061'OF 117.40.
 DM4061'
 DM4061'IT IS 25.0 FT (7.6 M) SOUTHEAST OF TRUNK HIGHWAY 61.
 DM4061'
 DM4061'NOTE-DISK SET IN BRIDGE WHEN BUILT IN 2004 THEN STAMPED WHEN USED IN
 DM4061'2007.
 DM4061
 DM4061                          STATION RECOVERY (2017)
 DM4061
 DM4061'RECOVERY NOTE BY MN DEPT OF TRANSP 2017 (MPP)
 DM4061'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DM4062 ***********************************************************************
 DM4062  DESIGNATION -  1602 E
 DM4062  PID         -  DM4062
 DM4062  STATE/COUNTY-  MN/COOK
 DM4062  COUNTRY     -  US
 DM4062  USGS QUAD   -  KADUNCE RIVER (2019)
 DM4062
 DM4062                         *CURRENT SURVEY CONTROL
 DM4062  ______________________________________________________________________
 DM4062* NAD 83(1986) POSITION- 47 47 00.     (N) 090 11 03.     (W)   SCALED
 DM4062* NAVD 88 ORTHO HEIGHT -   190.542 (meters)      625.14  (feet) ADJUSTED
 DM4062  ______________________________________________________________________
 DM4062  GEOID HEIGHT    -        -31.525 (meters)                     GEOID18
 DM4062  DYNAMIC HEIGHT  -        190.586 (meters)      625.28  (feet) COMP
 DM4062  MODELED GRAVITY -    980,839.9   (mgal)                       NAVD 88
 DM4062
 DM4062  VERT ORDER      -  SECOND    CLASS I
 DM4062
 DM4062.The horizontal coordinates were scaled from a map and have
 DM4062.an estimated accuracy of +/- 6 seconds.
 DM4062
 DM4062.The orthometric height was determined by differential leveling and
 DM4062.adjusted by the NATIONAL GEODETIC SURVEY
 DM4062.in January 2011.
 DM4062
 DM4062.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM4062.GEOID18 height accuracy estimate available here.
 DM4062
 DM4062.Click photographs - Photos may exist for this station.
 DM4062
 DM4062.The dynamic height is computed by dividing the NAVD 88
 DM4062.geopotential number by the normal gravity value computed on the
 DM4062.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM4062.degrees latitude (g = 980.6199 gals.).
 DM4062
 DM4062.The modeled gravity was interpolated from observed gravity values.
 DM4062
 DM4062;                    North         East    Units  Estimated Accuracy
 DM4062;SPC MN N     -   246,790.    1,018,430.      MT  (+/- 180 meters Scaled)
 DM4062
 DM4062_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYN109960(NAD 83)
 DM4062
 DM4062                          SUPERSEDED SURVEY CONTROL
 DM4062
 DM4062.No superseded survey control is available for this station.
 DM4062
 DM4062_MARKER: DD = SURVEY DISK
 DM4062_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DM4062_SP_SET: BRIDGE RAILING
 DM4062_STAMPING: 1602 E 2007
 DM4062_MARK LOGO: MNDT
 DM4062_MAGNETIC: N = NO MAGNETIC MATERIAL
 DM4062_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DM4062_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DM4062+SATELLITE: SATELLITE OBSERVATIONS - April 04, 2017
 DM4062
 DM4062  HISTORY     - Date     Condition        Report By
 DM4062  HISTORY     - 2004     MONUMENTED       MNDT
 DM4062  HISTORY     - 20070506 GOOD             MNDT
 DM4062  HISTORY     - 20170404 GOOD             MNDT
 DM4062
 DM4062                          STATION DESCRIPTION
 DM4062
 DM4062'DESCRIBED BY MN DEPT OF TRANSP 2007 (MPP)
 DM4062'THE MARK IS 8.0 MI (12.9 KM) NORTHEAST OF GRAND MARAIS, IN BRIDGE RAIL
 DM4062'IN SOUTHEAST CONER OF TRUNK HIGHWAY 61 BRIDGE NUMBER 16X02 OVER DRY
 DM4062'RIVER BED, 7.1 MI (11.4 KM) NORTHEAST ALONG TRUNK HIGHWAY 61 AND
 DM4062'COUNTY ROAD 12 (GUNFLINT TRAIL), IN GRAND MARAIS, AT TRUNK HIGHWAY 61
 DM4062'MILEPOST OF 117.30, 25.0 FT (7.6 M) SOUTHEAST OF TRUNK HIGHWAY 61.
 DM4062'
 DM4062'NOTE--DISK SET IN BRIDGE WHEN BUILT IN 2004 THEN STAMPED WHEN USED IN
 DM4062'2007.
 DM4062
 DM4062                          STATION RECOVERY (2017)
 DM4062
 DM4062'RECOVERY NOTE BY MN DEPT OF TRANSP 2017 (MPP)
 DM4062'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DM4063 ***********************************************************************
 DM4063  DESIGNATION -  1602 F
 DM4063  PID         -  DM4063
 DM4063  STATE/COUNTY-  MN/COOK
 DM4063  COUNTRY     -  US
 DM4063  USGS QUAD   -  KADUNCE RIVER (2019)
 DM4063
 DM4063                         *CURRENT SURVEY CONTROL
 DM4063  ______________________________________________________________________
 DM4063* NAD 83(1986) POSITION- 47 46 36.     (N) 090 13 30.     (W)   SCALED
 DM4063* NAVD 88 ORTHO HEIGHT -   186.881 (meters)      613.13  (feet) ADJUSTED
 DM4063  ______________________________________________________________________
 DM4063  GEOID HEIGHT    -        -31.323 (meters)                     GEOID18
 DM4063  DYNAMIC HEIGHT  -        186.925 (meters)      613.27  (feet) COMP
 DM4063  MODELED GRAVITY -    980,844.1   (mgal)                       NAVD 88
 DM4063
 DM4063  VERT ORDER      -  SECOND    CLASS I
 DM4063
 DM4063.The horizontal coordinates were scaled from a map and have
 DM4063.an estimated accuracy of +/- 6 seconds.
 DM4063
 DM4063.The orthometric height was determined by differential leveling and
 DM4063.adjusted by the NATIONAL GEODETIC SURVEY
 DM4063.in April 2021.
 DM4063
 DM4063.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM4063.GEOID18 height accuracy estimate available here.
 DM4063
 DM4063.Click photographs - Photos may exist for this station.
 DM4063
 DM4063.The dynamic height is computed by dividing the NAVD 88
 DM4063.geopotential number by the normal gravity value computed on the
 DM4063.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM4063.degrees latitude (g = 980.6199 gals.).
 DM4063
 DM4063.The modeled gravity was interpolated from observed gravity values.
 DM4063
 DM4063;                    North         East    Units  Estimated Accuracy
 DM4063;SPC MN N     -   245,940.    1,015,400.      MT  (+/- 180 meters Scaled)
 DM4063
 DM4063_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYN078952(NAD 83)
 DM4063
 DM4063                          SUPERSEDED SURVEY CONTROL
 DM4063
 DM4063  NAVD 88 (01/13/11)  186.884  (m)          613.14   (f) SUPERSEDED  2 1
 DM4063
 DM4063.Superseded values are not recommended for survey control.
 DM4063
 DM4063.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DM4063.See file dsdata.pdf to determine how the superseded data were derived.
 DM4063
 DM4063_MARKER: DB = BENCH MARK DISK
 DM4063_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 DM4063_SP_SET: BOX CULVERT HEADWALL
 DM4063_STAMPING: 1602 F 2007
 DM4063_MARK LOGO: MNHD
 DM4063_MAGNETIC: N = NO MAGNETIC MATERIAL
 DM4063_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DM4063+STABILITY: SURFACE MOTION
 DM4063_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DM4063+SATELLITE: SATELLITE OBSERVATIONS - April 04, 2017
 DM4063
 DM4063  HISTORY     - Date     Condition        Report By
 DM4063  HISTORY     - 1968     MONUMENTED       MNHD
 DM4063  HISTORY     - 20070506 GOOD             MNDT
 DM4063  HISTORY     - 20170404 GOOD             MNDT
 DM4063
 DM4063                          STATION DESCRIPTION
 DM4063
 DM4063'DESCRIBED BY MN DEPT OF TRANSP 2007 (MPP)
 DM4063'THE MARK IS 5.75 MI (9.3 KM) NORTHEAST FROM GRAND MARAIS, 5.75 MI (9.3
 DM4063'KM) NORTHEAST ALONG TRUNK HIGHWAY 61 FROM THE JUNCTION TRUNK HIGHWAY
 DM4063'61 AND COUNTY ROAD 12 IN GRAND MARAIS, AT TRUNK HIGHWAY 61 MILE POINT
 DM4063'115.2, IN EAST END OF SOUTH HEADWALL OF TRUNK HIGHWAY 61 BOX CULVERT
 DM4063'AT DURFEE CREEK.
 DM4063'
 DM4063'IT IS 46 FT (14.0 M) SOUTH OF TRUNK HIGHWAY 61, 0.6 FT (18 CM) EAST OF
 DM4063'STATION X 343.
 DM4063'
 DM4063'NOTE-DISK SET IN CULVERT WHEN BUILT IN 1978 THEN STAMPED WHEN USED IN
 DM4063'2007.
 DM4063
 DM4063                          STATION RECOVERY (2017)
 DM4063
 DM4063'RECOVERY NOTE BY MN DEPT OF TRANSP 2017 (MPP)
 DM4063'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DM4060 ***********************************************************************
 DM4060  DESIGNATION -  1602 G
 DM4060  PID         -  DM4060
 DM4060  STATE/COUNTY-  MN/COOK
 DM4060  COUNTRY     -  US
 DM4060  USGS QUAD   -  KADUNCE RIVER (2019)
 DM4060
 DM4060                         *CURRENT SURVEY CONTROL
 DM4060  ______________________________________________________________________
 DM4060* NAD 83(1986) POSITION- 47 47 36.     (N) 090 09 31.     (W)   SCALED
 DM4060* NAVD 88 ORTHO HEIGHT -   185.686 (meters)      609.20  (feet) ADJUSTED
 DM4060  ______________________________________________________________________
 DM4060  GEOID HEIGHT    -        -31.624 (meters)                     GEOID18
 DM4060  DYNAMIC HEIGHT  -        185.729 (meters)      609.35  (feet) COMP
 DM4060  MODELED GRAVITY -    980,837.0   (mgal)                       NAVD 88
 DM4060
 DM4060  VERT ORDER      -  SECOND    CLASS I
 DM4060
 DM4060.The horizontal coordinates were scaled from a map and have
 DM4060.an estimated accuracy of +/- 6 seconds.
 DM4060
 DM4060.The orthometric height was determined by differential leveling and
 DM4060.adjusted by the NATIONAL GEODETIC SURVEY
 DM4060.in April 2021.
 DM4060
 DM4060.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM4060.GEOID18 height accuracy estimate available here.
 DM4060
 DM4060.Click photographs - Photos may exist for this station.
 DM4060
 DM4060.The dynamic height is computed by dividing the NAVD 88
 DM4060.geopotential number by the normal gravity value computed on the
 DM4060.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM4060.degrees latitude (g = 980.6199 gals.).
 DM4060
 DM4060.The modeled gravity was interpolated from observed gravity values.
 DM4060
 DM4060;                    North         East    Units  Estimated Accuracy
 DM4060;SPC MN N     -   247,980.    1,020,300.      MT  (+/- 180 meters Scaled)
 DM4060
 DM4060_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYN127972(NAD 83)
 DM4060
 DM4060                          SUPERSEDED SURVEY CONTROL
 DM4060
 DM4060  NAVD 88 (01/13/11)  185.681  (m)          609.19   (f) SUPERSEDED  2 1
 DM4060
 DM4060.Superseded values are not recommended for survey control.
 DM4060
 DM4060.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DM4060.See file dsdata.pdf to determine how the superseded data were derived.
 DM4060
 DM4060_MARKER: DB = BENCH MARK DISK
 DM4060_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 DM4060_SP_SET: BOX CULVERT HEADWALL
 DM4060_STAMPING: 1602 G 2007
 DM4060_MARK LOGO: MNHD
 DM4060_MAGNETIC: N = NO MAGNETIC MATERIAL
 DM4060_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DM4060+STABILITY: SURFACE MOTION
 DM4060_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DM4060+SATELLITE: SATELLITE OBSERVATIONS - April 04, 2017
 DM4060
 DM4060  HISTORY     - Date     Condition        Report By
 DM4060  HISTORY     - 1969     MONUMENTED       MNHD
 DM4060  HISTORY     - 20070506 GOOD             MNDT
 DM4060  HISTORY     - 20170404 GOOD             MNDT
 DM4060
 DM4060                          STATION DESCRIPTION
 DM4060
 DM4060'DESCRIBED BY MN DEPT OF TRANSP 2007 (MPP)
 DM4060'THE MARK IS 9.0 MI (14.5 KM) NORTHEAST OF GRAND MARAIS, IN HEADWALL
 DM4060'BOX CULVERT IN SOUTHEAST CORNER OF TRUNK HIGHWAY 61 CULVERT OVER
 DM4060'CREEK, 9.2 MI (14.8 KM) NORTHEAST ALONG TRUNK HIGHWAY 61 AND COUNTY
 DM4060'ROAD 12 (GUNFLINT TRAIL), IN GRAND MARAIS, AT TRUNK HIGHWAY 61
 DM4060'MILEPOST OF 118.65.
 DM4060'
 DM4060'IT IS 42.8 FT (13.0 M) SOUTHEAST OF TRUNK HIGHWAY 61.
 DM4060'
 DM4060'NOTE-DISK SET IN CULVERT WHEN BUILT IN 1969 THEN STAMPED WHEN USED IN
 DM4060'2007.
 DM4060
 DM4060                          STATION RECOVERY (2017)
 DM4060
 DM4060'RECOVERY NOTE BY MN DEPT OF TRANSP 2017 (MPP)
 DM4060'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DM4549 ***********************************************************************
 DM4549  WATER LEVEL -  This is a Water Level Survey Control Monument.
 DM4549  DESIGNATION -  1602 H
 DM4549  PID         -  DM4549
 DM4549  STATE/COUNTY-  MN/COOK
 DM4549  COUNTRY     -  US
 DM4549  USGS QUAD   -  GOOD HARBOR BAY OE E (2019)
 DM4549
 DM4549                         *CURRENT SURVEY CONTROL
 DM4549  ______________________________________________________________________
 DM4549* NAD 83(2011) POSITION- 47 44 58.17490(N) 090 21 13.68128(W)   ADJUSTED
 DM4549* NAD 83(2011) ELLIP HT-   203.953 (meters)        (10/14/19)   ADJUSTED
 DM4549* NAD 83(2011) EPOCH   -  2010.00
 DM4549* NAVD 88 ORTHO HEIGHT -   234.691 (meters)      769.98  (feet) ADJUSTED
 DM4549  ______________________________________________________________________
 DM4549  GEOID HEIGHT    -        -30.768 (meters)                     GEOID18
 DM4549  NAD 83(2011) X  -    -26,530.719 (meters)                     COMP
 DM4549  NAD 83(2011) Y  - -4,296,431.280 (meters)                     COMP
 DM4549  NAD 83(2011) Z  -  4,698,344.586 (meters)                     COMP
 DM4549  LAPLACE CORR    -        -16.10  (seconds)                    DEFLEC18
 DM4549  DYNAMIC HEIGHT  -        234.748 (meters)      770.17  (feet) COMP
 DM4549  MODELED GRAVITY -    980,848.9   (mgal)                       NAVD 88
 DM4549
 DM4549  VERT ORDER      -  SECOND    CLASS I
 DM4549
 DM4549  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DM4549  Standards:
 DM4549         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DM4549            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DM4549  -------------------------------------------------------------------
 DM4549  NETWORK    0.43   0.73           0.20   0.14   0.37     -0.02768998
 DM4549  -------------------------------------------------------------------
 DM4549  Click here for local accuracies and other accuracy information.
 DM4549
 DM4549.The horizontal coordinates were established by GPS observations
 DM4549.and adjusted by the MN DEPT OF TRANSP in October 2019.
 DM4549
 DM4549.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DM4549.been affixed to the stable North American tectonic plate. See 
 DM4549.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DM4549
 DM4549.The horizontal coordinates are valid at the epoch date displayed above
 DM4549.which is a decimal equivalence of Year/Month/Day.
 DM4549
 DM4549.The orthometric height was determined by differential leveling and
 DM4549.adjusted by the NATIONAL GEODETIC SURVEY
 DM4549.in June 2011.
 DM4549
 DM4549.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM4549.GEOID18 height accuracy estimate available here.
 DM4549
 DM4549.This Water Level Mark is designated as VM 24440
 DM4549.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 DM4549
 DM4549.Click photographs - Photos may exist for this station.
 DM4549
 DM4549.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DM4549
 DM4549.The Laplace correction was computed from DEFLEC18 derived deflections.
 DM4549
 DM4549.The ellipsoidal height was determined by GPS observations
 DM4549.and is referenced to NAD 83.
 DM4549
 DM4549.The dynamic height is computed by dividing the NAVD 88
 DM4549.geopotential number by the normal gravity value computed on the
 DM4549.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM4549.degrees latitude (g = 980.6199 gals.).
 DM4549
 DM4549.The modeled gravity was interpolated from observed gravity values.
 DM4549
 DM4549. The following values were computed from the NAD 83(2011) position.
 DM4549
 DM4549;                    North         East     Units Scale Factor Converg.
 DM4549;SPC MN N     -   242,567.256 1,005,863.181   MT  0.99990394   +2 02 07.9
 DM4549;SPC MN N     -   795,822.74  3,300,069.45   sFT  0.99990394   +2 02 07.9
 DM4549;UTM  15      - 5,291,849.494   698,341.628   MT  1.00008344   +1 57 33.8
 DM4549
 DM4549!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DM4549!SPC MN N     -   0.99996803  x   0.99990394  =   0.99987198
 DM4549!UTM  15      -   0.99996803  x   1.00008344  =   1.00005147
 DM4549
 DM4549_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXN9834191849(NAD 83)
 DM4549
 DM4549                          SUPERSEDED SURVEY CONTROL
 DM4549
 DM4549.No superseded survey control is available for this station.
 DM4549
 DM4549_MARKER: DD = SURVEY DISK
 DM4549_SETTING: 66 = SET IN ROCK OUTCROP
 DM4549_STAMPING: 1602 H 2007
 DM4549_MARK LOGO: MNDT
 DM4549_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DM4549_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DM4549+STABILITY: POSITION/ELEVATION WELL
 DM4549_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DM4549+SATELLITE: SATELLITE OBSERVATIONS - August 24, 2022
 DM4549
 DM4549  HISTORY     - Date     Condition        Report By
 DM4549  HISTORY     - 2007     MONUMENTED       MNDT
 DM4549  HISTORY     - 20170303 GOOD             MNDT
 DM4549  HISTORY     - 20190624 GOOD             MNDT
 DM4549  HISTORY     - 20200728 GOOD             MNDT
 DM4549  HISTORY     - 20220801 GOOD             NGS
 DM4549  HISTORY     - 20220824 GOOD             MNDT
 DM4549
 DM4549                          STATION DESCRIPTION
 DM4549
 DM4549'DESCRIBED BY MN DEPT OF TRANSP 2007
 DM4549'THE MARK IS 1.0 MI (1.6 KM) WEST OF GRAND MARAIS, 0.6 MI (1.0 KM) WEST
 DM4549'ALONG TRUNK HIGHWAY 61 FROM THE JUNCTION OF TRUNK HIGHWAY 61 AND
 DM4549'COUNTY ROAD 15 IN GRAND MARAIS, 0.5 MI (0.8 KM) EAST OF RANGER
 DM4549'STATION, AT TRUNK HIGHWAY 61 MILE POINT 108.75.
 DM4549'
 DM4549'IT IS 53.6 FT (16.3 M) EAST OF DRIVEWAY NUMBER 1501/1511, 49.4 FT
 DM4549'(15.1 M) NORTH OF TRUNK HIGHWAY 61, 10.2 FT (3.1 M) NORTH OF LIGHT
 DM4549'POLE, 10.23 FT (3.1 M) NORTH OF A WITNESS POST.
 DM4549
 DM4549                          STATION RECOVERY (2017)
 DM4549
 DM4549'RECOVERY NOTE BY MN DEPT OF TRANSP 2017 (MPP)
 DM4549'RECOVERED AS DESCRIBED.
 DM4549
 DM4549                          STATION RECOVERY (2019)
 DM4549
 DM4549'RECOVERY NOTE BY MN DEPT OF TRANSP 2019 (DXW)
 DM4549'RECOVERED AS DESCRIBED.
 DM4549
 DM4549                          STATION RECOVERY (2020)
 DM4549
 DM4549'RECOVERY NOTE BY MN DEPT OF TRANSP 2020 (KMS)
 DM4549'IN GRAND MARAIS, 0.6 MI (1.0 KM) WEST ALONG TRUNK HIGHWAY 61 FROM THE
 DM4549'JUNCTION OF TRUNK HIGHWAY 61 AND COUNTY ROAD 15 IN GRAND MARAIS, 0.5
 DM4549'MI (0.8 KM) EAST OF A RANGER STATION, AT TRUNK HIGHWAY 61 MILE POINT
 DM4549'108.75, 53.6 FT (16.3 M) EAST OF DRIVEWAY NUMBER 1501/1511, 49.4 FT
 DM4549'(15.1 M) NORTH OF TRUNK HIGHWAY 61, 10.2 FT (3.1 M) NORTH OF A LIGHT
 DM4549'POLE, 10.23 FT (3.1 M) NORTH OF A WITNESS POST.
 DM4549
 DM4549                          STATION RECOVERY (2022)
 DM4549
 DM4549'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2022 (KSJ)
 DM4549'RECOVERED IN GOOD CONDITION.
 DM4549
 DM4549                          STATION RECOVERY (2022)
 DM4549
 DM4549'RECOVERY NOTE BY MN DEPT OF TRANSP 2022 (CXR)
 DM4549'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DM4550 ***********************************************************************
 DM4550  DESIGNATION -  1602 J
 DM4550  PID         -  DM4550
 DM4550  STATE/COUNTY-  MN/COOK
 DM4550  COUNTRY     -  US
 DM4550  USGS QUAD   -  GOOD HARBOR BAY (2019)
 DM4550
 DM4550                         *CURRENT SURVEY CONTROL
 DM4550  ______________________________________________________________________
 DM4550* NAD 83(2011) POSITION- 47 44 28.72572(N) 090 23 33.27135(W)   ADJUSTED
 DM4550* NAD 83(2011) ELLIP HT-   170.995 (meters)        (10/14/19)   ADJUSTED
 DM4550* NAD 83(2011) EPOCH   -  2010.00
 DM4550* NAVD 88 ORTHO HEIGHT -   201.597 (meters)      661.41  (feet) ADJUSTED
 DM4550  ______________________________________________________________________
 DM4550  GEOID HEIGHT    -        -30.622 (meters)                     GEOID18
 DM4550  NAD 83(2011) X  -    -29,442.791 (meters)                     COMP
 DM4550  NAD 83(2011) Y  - -4,297,063.388 (meters)                     COMP
 DM4550  NAD 83(2011) Z  -  4,697,708.580 (meters)                     COMP
 DM4550  LAPLACE CORR    -        -15.29  (seconds)                    DEFLEC18
 DM4550  DYNAMIC HEIGHT  -        201.646 (meters)      661.57  (feet) COMP
 DM4550  MODELED GRAVITY -    980,848.1   (mgal)                       NAVD 88
 DM4550
 DM4550  VERT ORDER      -  SECOND    CLASS I
 DM4550
 DM4550  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DM4550  Standards:
 DM4550         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DM4550            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DM4550  -------------------------------------------------------------------
 DM4550  NETWORK    0.86   1.43           0.39   0.30   0.73     -0.04959452
 DM4550  -------------------------------------------------------------------
 DM4550  Click here for local accuracies and other accuracy information.
 DM4550
 DM4550.The horizontal coordinates were established by GPS observations
 DM4550.and adjusted by the MN DEPT OF TRANSP in October 2019.
 DM4550
 DM4550.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DM4550.been affixed to the stable North American tectonic plate. See 
 DM4550.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DM4550
 DM4550.The horizontal coordinates are valid at the epoch date displayed above
 DM4550.which is a decimal equivalence of Year/Month/Day.
 DM4550
 DM4550.The orthometric height was determined by differential leveling and
 DM4550.adjusted by the NATIONAL GEODETIC SURVEY
 DM4550.in June 2011.
 DM4550
 DM4550.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM4550.GEOID18 height accuracy estimate available here.
 DM4550
 DM4550.Click photographs - Photos may exist for this station.
 DM4550
 DM4550.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DM4550
 DM4550.The Laplace correction was computed from DEFLEC18 derived deflections.
 DM4550
 DM4550.The ellipsoidal height was determined by GPS observations
 DM4550.and is referenced to NAD 83.
 DM4550
 DM4550.The dynamic height is computed by dividing the NAVD 88
 DM4550.geopotential number by the normal gravity value computed on the
 DM4550.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM4550.degrees latitude (g = 980.6199 gals.).
 DM4550
 DM4550.The modeled gravity was interpolated from observed gravity values.
 DM4550
 DM4550. The following values were computed from the NAD 83(2011) position.
 DM4550
 DM4550;                    North         East     Units Scale Factor Converg.
 DM4550;SPC MN N     -   241,555.832 1,002,989.536   MT  0.99990416   +2 00 24.5
 DM4550;SPC MN N     -   792,504.43  3,290,641.50   sFT  0.99990416   +2 00 24.5
 DM4550;UTM  15      - 5,290,841.722   695,466.144   MT  1.00006952   +1 55 49.5
 DM4550
 DM4550!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DM4550!SPC MN N     -   0.99997320  x   0.99990416  =   0.99987736
 DM4550!UTM  15      -   0.99997320  x   1.00006952  =   1.00004272
 DM4550
 DM4550_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXN9546690841(NAD 83)
 DM4550
 DM4550                          SUPERSEDED SURVEY CONTROL
 DM4550
 DM4550.No superseded survey control is available for this station.
 DM4550
 DM4550_MARKER: DD = SURVEY DISK
 DM4550_SETTING: 66 = SET IN ROCK OUTCROP
 DM4550_STAMPING: 1602 J 2007
 DM4550_MARK LOGO: MNDT
 DM4550_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DM4550_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DM4550+STABILITY: POSITION/ELEVATION WELL
 DM4550_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DM4550+SATELLITE: SATELLITE OBSERVATIONS - June 24, 2019
 DM4550
 DM4550  HISTORY     - Date     Condition        Report By
 DM4550  HISTORY     - 2007     MONUMENTED       MNDT
 DM4550  HISTORY     - 20170330 GOOD             MNDT
 DM4550  HISTORY     - 20190624 GOOD             MNDT
 DM4550
 DM4550                          STATION DESCRIPTION
 DM4550
 DM4550'DESCRIBED BY MN DEPT OF TRANSP 2007
 DM4550'THE MARK IS 2.5 MILES WEST SOUTHWEST OF GRAND MARAIS, 2.65 MILES WEST
 DM4550'AND SOUTHWEST ALONG TRUNK HIGHWAY 61 FROM THE JUNCTION OF TRUNK
 DM4550'HIGHWAY 61 AND COUNTY ROAD 15 IN GRAND MARAIS, 0.2 MILE SOUTHWEST OF
 DM4550'FALL RIVER, 0.05 MILE NORTHEAST OF ROSEBUSH HILL ROAD, AT TRUNK
 DM4550'HIGHWAY 61 MILEPOINT 106.80.
 DM4550'
 DM4550'IT IS 52.8 FEET NORTHWEST OF TRUNK HIGHWAY 61, 2.4 FEET NORTHWEST OF
 DM4550'TRUNK HIGHWAY 61, 1.2 FEET SOUTHEAST OF WITNESS POST.
 DM4550
 DM4550                          STATION RECOVERY (2017)
 DM4550
 DM4550'RECOVERY NOTE BY MN DEPT OF TRANSP 2017 (MPP)
 DM4550'RECOVERED AS DESCRIBED.
 DM4550
 DM4550                          STATION RECOVERY (2019)
 DM4550
 DM4550'RECOVERY NOTE BY MN DEPT OF TRANSP 2019 (MXJ)
 DM4550'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DM4551 ***********************************************************************
 DM4551  DESIGNATION -  1602 K
 DM4551  PID         -  DM4551
 DM4551  STATE/COUNTY-  MN/COOK
 DM4551  COUNTRY     -  US
 DM4551  USGS QUAD   -  GOOD HARBOR BAY (2019)
 DM4551
 DM4551                         *CURRENT SURVEY CONTROL
 DM4551  ______________________________________________________________________
 DM4551* NAD 83(1986) POSITION- 47 44 12.17   (N) 090 24 48.90   (W)   HD_HELD1
 DM4551* NAVD 88 ORTHO HEIGHT -   207.040 (meters)      679.26  (feet) ADJUSTED
 DM4551  ______________________________________________________________________
 DM4551  GEOID HEIGHT    -        -30.547 (meters)                     GEOID18
 DM4551  DYNAMIC HEIGHT  -        207.090 (meters)      679.43  (feet) COMP
 DM4551  MODELED GRAVITY -    980,849.2   (mgal)                       NAVD 88
 DM4551
 DM4551  VERT ORDER      -  SECOND    CLASS I
 DM4551
 DM4551.The horizontal coordinates were determined by differentially corrected
 DM4551.hand held GPS observations or other comparable positioning techniques
 DM4551.and have an estimated accuracy of +/- 3 meters.
 DM4551
 DM4551.The orthometric height was determined by differential leveling and
 DM4551.adjusted by the NATIONAL GEODETIC SURVEY
 DM4551.in June 2011.
 DM4551
 DM4551.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM4551.GEOID18 height accuracy estimate available here.
 DM4551
 DM4551.Click photographs - Photos may exist for this station.
 DM4551
 DM4551.The dynamic height is computed by dividing the NAVD 88
 DM4551.geopotential number by the normal gravity value computed on the
 DM4551.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM4551.degrees latitude (g = 980.6199 gals.).
 DM4551
 DM4551.The modeled gravity was interpolated from observed gravity values.
 DM4551
 DM4551;                    North         East    Units  Estimated Accuracy
 DM4551;SPC MN N     -   240,989.9   1,001,432.9     MT  (+/- 3 meters HH1 GPS) 
 DM4551
 DM4551_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXN9390890277(NAD 83)
 DM4551
 DM4551                          SUPERSEDED SURVEY CONTROL
 DM4551
 DM4551.No superseded survey control is available for this station.
 DM4551
 DM4551_MARKER: DD = SURVEY DISK
 DM4551_SETTING: 66 = SET IN ROCK OUTCROP
 DM4551_STAMPING: 1602 K 2007
 DM4551_MARK LOGO: MNDT
 DM4551_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DM4551_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DM4551+STABILITY: POSITION/ELEVATION WELL
 DM4551_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DM4551+SATELLITE: SATELLITE OBSERVATIONS - April 04, 2017
 DM4551
 DM4551  HISTORY     - Date     Condition        Report By
 DM4551  HISTORY     - 2007     MONUMENTED       MNDT
 DM4551  HISTORY     - 20170329 GOOD             MNDT
 DM4551  HISTORY     - 20170404 GOOD             MNDT
 DM4551
 DM4551                          STATION DESCRIPTION
 DM4551
 DM4551'DESCRIBED BY MN DEPT OF TRANSP 2007
 DM4551'THE MARK IS 2.5 MILES WEST SOUTHWEST OF GRAND MARAIS, 2.65 MILES WEST
 DM4551'ALONG TRUNK HIGHWAY 61 FROM THE JUNCTION OF TRUNK HIGHWAY 61 AND
 DM4551'COUNTY ROAD 15 IN GRAND MARAIS, AT TRUNK HIGHWAY 61 MILEPOINT 105.75,
 DM4551'50.2 FEET NORTH NORTHWEST OF TRUNK HIGHWAY 61, 2.7 FEET NORTH
 DM4551'NORTHWEST OF WITNESS POST.
 DM4551
 DM4551                          STATION RECOVERY (2017)
 DM4551
 DM4551'RECOVERY NOTE BY MN DEPT OF TRANSP 2017 (TJD)
 DM4551'RECOVERED AS DESCRIBED.
 DM4551
 DM4551                          STATION RECOVERY (2017)
 DM4551
 DM4551'RECOVERY NOTE BY MN DEPT OF TRANSP 2017 (MPP)
 DM4551'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DM4552 ***********************************************************************
 DM4552  DESIGNATION -  1602 L
 DM4552  PID         -  DM4552
 DM4552  STATE/COUNTY-  MN/COOK
 DM4552  COUNTRY     -  US
 DM4552  USGS QUAD   -  GOOD HARBOR BAY (2019)
 DM4552
 DM4552                         *CURRENT SURVEY CONTROL
 DM4552  ______________________________________________________________________
 DM4552* NAD 83(2011) POSITION- 47 43 56.68306(N) 090 26 05.99758(W)   ADJUSTED
 DM4552* NAD 83(2011) ELLIP HT-   162.242 (meters)        (10/14/19)   ADJUSTED
 DM4552* NAD 83(2011) EPOCH   -  2010.00
 DM4552* NAVD 88 ORTHO HEIGHT -   192.692 (meters)      632.19  (feet) ADJUSTED
 DM4552  ______________________________________________________________________
 DM4552  GEOID HEIGHT    -        -30.468 (meters)                     GEOID18
 DM4552  NAD 83(2011) X  -    -32,630.006 (meters)                     COMP
 DM4552  NAD 83(2011) Y  - -4,297,766.910 (meters)                     COMP
 DM4552  NAD 83(2011) Z  -  4,697,036.522 (meters)                     COMP
 DM4552  LAPLACE CORR    -        -15.36  (seconds)                    DEFLEC18
 DM4552  DYNAMIC HEIGHT  -        192.738 (meters)      632.34  (feet) COMP
 DM4552  MODELED GRAVITY -    980,850.0   (mgal)                       NAVD 88
 DM4552
 DM4552  VERT ORDER      -  SECOND    CLASS I
 DM4552
 DM4552  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DM4552  Standards:
 DM4552         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DM4552            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DM4552  -------------------------------------------------------------------
 DM4552  NETWORK    0.86   1.51           0.39   0.30   0.77     -0.05209968
 DM4552  -------------------------------------------------------------------
 DM4552  Click here for local accuracies and other accuracy information.
 DM4552
 DM4552.The horizontal coordinates were established by GPS observations
 DM4552.and adjusted by the MN DEPT OF TRANSP in October 2019.
 DM4552
 DM4552.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DM4552.been affixed to the stable North American tectonic plate. See 
 DM4552.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DM4552
 DM4552.The horizontal coordinates are valid at the epoch date displayed above
 DM4552.which is a decimal equivalence of Year/Month/Day.
 DM4552
 DM4552.The orthometric height was determined by differential leveling and
 DM4552.adjusted by the NATIONAL GEODETIC SURVEY
 DM4552.in June 2011.
 DM4552
 DM4552.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM4552.GEOID18 height accuracy estimate available here.
 DM4552
 DM4552.Click photographs - Photos may exist for this station.
 DM4552
 DM4552.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DM4552
 DM4552.The Laplace correction was computed from DEFLEC18 derived deflections.
 DM4552
 DM4552.The ellipsoidal height was determined by GPS observations
 DM4552.and is referenced to NAD 83.
 DM4552
 DM4552.The dynamic height is computed by dividing the NAVD 88
 DM4552.geopotential number by the normal gravity value computed on the
 DM4552.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM4552.degrees latitude (g = 980.6199 gals.).
 DM4552
 DM4552.The modeled gravity was interpolated from observed gravity values.
 DM4552
 DM4552. The following values were computed from the NAD 83(2011) position.
 DM4552
 DM4552;                    North         East     Units Scale Factor Converg.
 DM4552;SPC MN N     -   240,456.351   999,844.173   MT  0.99990443   +1 58 31.3
 DM4552;SPC MN N     -   788,897.21  3,280,322.09   sFT  0.99990443   +1 58 31.3
 DM4552;UTM  15      - 5,289,746.270   692,318.820   MT  1.00005452   +1 53 55.4
 DM4552
 DM4552!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DM4552!SPC MN N     -   0.99997457  x   0.99990443  =   0.99987900
 DM4552!UTM  15      -   0.99997457  x   1.00005452  =   1.00002909
 DM4552
 DM4552_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXN9231889746(NAD 83)
 DM4552
 DM4552                          SUPERSEDED SURVEY CONTROL
 DM4552
 DM4552.No superseded survey control is available for this station.
 DM4552
 DM4552_MARKER: DD = SURVEY DISK
 DM4552_SETTING: 66 = SET IN ROCK OUTCROP
 DM4552_STAMPING: 1602 L 2007
 DM4552_MARK LOGO: MNDT
 DM4552_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DM4552_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DM4552+STABILITY: POSITION/ELEVATION WELL
 DM4552_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DM4552+SATELLITE: SATELLITE OBSERVATIONS - July 28, 2020
 DM4552
 DM4552  HISTORY     - Date     Condition        Report By
 DM4552  HISTORY     - 2007     MONUMENTED       MNDT
 DM4552  HISTORY     - 20170329 GOOD             MNDT
 DM4552  HISTORY     - 20190619 GOOD             MNDT
 DM4552  HISTORY     - 20200728 GOOD             MNDT
 DM4552
 DM4552                          STATION DESCRIPTION
 DM4552
 DM4552'DESCRIBED BY MN DEPT OF TRANSP 2007
 DM4552'THE MARK IS 4.5 MI (7.2 KM) WEST-SOUTHWEST OF GRAND MARAIS, 4.75 MI
 DM4552'(7.6 KM) SOUTHWEST ALONG TRUNK HIGHWAY 61 FROM THE JUNCTION OF TRUNK
 DM4552'HIGHWAY 61 AND COUNTY ROAD 15 IN GRAND MARAIS, AT TRUNK HIGHWAY 61
 DM4552'MILE POINT 104.70.
 DM4552'
 DM4552'IT IS 54.4 FT (16.6 M) SOUTHEAST OF TRUNK HIGHWAY 61, 94.6 FT (28.8 M)
 DM4552'NORTHEAST OF POWER POLE, 1.5 FT (0.5 M) NORTHWEST OF POWER POLE.
 DM4552
 DM4552                          STATION RECOVERY (2017)
 DM4552
 DM4552'RECOVERY NOTE BY MN DEPT OF TRANSP 2017 (TJD)
 DM4552'RECOVERED AS DESCRIBED.
 DM4552
 DM4552                          STATION RECOVERY (2019)
 DM4552
 DM4552'RECOVERY NOTE BY MN DEPT OF TRANSP 2019 (EXR)
 DM4552'RECOVERED AS DESCRIBED.
 DM4552
 DM4552                          STATION RECOVERY (2020)
 DM4552
 DM4552'RECOVERY NOTE BY MN DEPT OF TRANSP 2020 (KMS)
 DM4552'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DM4553 ***********************************************************************
 DM4553  DESIGNATION -  1602 M
 DM4553  PID         -  DM4553
 DM4553  STATE/COUNTY-  MN/COOK
 DM4553  COUNTRY     -  US
 DM4553  USGS QUAD   -  GOOD HARBOR BAY (2019)
 DM4553
 DM4553                         *CURRENT SURVEY CONTROL
 DM4553  ______________________________________________________________________
 DM4553* NAD 83(2011) POSITION- 47 43 25.43416(N) 090 26 55.49021(W)   ADJUSTED
 DM4553* NAD 83(2011) ELLIP HT-   172.351 (meters)        (10/14/19)   ADJUSTED
 DM4553* NAD 83(2011) EPOCH   -  2010.00
 DM4553* NAVD 88 ORTHO HEIGHT -   202.777 (meters)      665.28  (feet) ADJUSTED
 DM4553  ______________________________________________________________________
 DM4553  GEOID HEIGHT    -        -30.451 (meters)                     GEOID18
 DM4553  NAD 83(2011) X  -    -33,666.888 (meters)                     COMP
 DM4553  NAD 83(2011) Y  - -4,298,479.900 (meters)                     COMP
 DM4553  NAD 83(2011) Z  -  4,696,394.801 (meters)                     COMP
 DM4553  LAPLACE CORR    -        -14.80  (seconds)                    DEFLEC18
 DM4553  DYNAMIC HEIGHT  -        202.827 (meters)      665.44  (feet) COMP
 DM4553  MODELED GRAVITY -    980,851.7   (mgal)                       NAVD 88
 DM4553
 DM4553  VERT ORDER      -  SECOND    CLASS I
 DM4553
 DM4553  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DM4553  Standards:
 DM4553         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DM4553            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DM4553  -------------------------------------------------------------------
 DM4553  NETWORK    0.83   1.39           0.38   0.29   0.71     -0.04854358
 DM4553  -------------------------------------------------------------------
 DM4553  Click here for local accuracies and other accuracy information.
 DM4553
 DM4553.The horizontal coordinates were established by GPS observations
 DM4553.and adjusted by the MN DEPT OF TRANSP in October 2019.
 DM4553
 DM4553.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DM4553.been affixed to the stable North American tectonic plate. See 
 DM4553.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DM4553
 DM4553.The horizontal coordinates are valid at the epoch date displayed above
 DM4553.which is a decimal equivalence of Year/Month/Day.
 DM4553
 DM4553.The orthometric height was determined by differential leveling and
 DM4553.adjusted by the NATIONAL GEODETIC SURVEY
 DM4553.in June 2011.
 DM4553
 DM4553.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM4553.GEOID18 height accuracy estimate available here.
 DM4553
 DM4553.Click photographs - Photos may exist for this station.
 DM4553
 DM4553.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DM4553
 DM4553.The Laplace correction was computed from DEFLEC18 derived deflections.
 DM4553
 DM4553.The ellipsoidal height was determined by GPS observations
 DM4553.and is referenced to NAD 83.
 DM4553
 DM4553.The dynamic height is computed by dividing the NAVD 88
 DM4553.geopotential number by the normal gravity value computed on the
 DM4553.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM4553.degrees latitude (g = 980.6199 gals.).
 DM4553
 DM4553.The modeled gravity was interpolated from observed gravity values.
 DM4553
 DM4553. The following values were computed from the NAD 83(2011) position.
 DM4553
 DM4553;                    North         East     Units Scale Factor Converg.
 DM4553;SPC MN N     -   239,456.445   998,846.734   MT  0.99990471   +1 57 54.6
 DM4553;SPC MN N     -   785,616.69  3,277,049.66   sFT  0.99990471   +1 57 54.6
 DM4553;UTM  15      - 5,288,747.554   691,319.894   MT  1.00004982   +1 53 17.8
 DM4553
 DM4553!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DM4553!SPC MN N     -   0.99997299  x   0.99990471  =   0.99987770
 DM4553!UTM  15      -   0.99997299  x   1.00004982  =   1.00002281
 DM4553
 DM4553_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXN9131988747(NAD 83)
 DM4553
 DM4553                          SUPERSEDED SURVEY CONTROL
 DM4553
 DM4553.No superseded survey control is available for this station.
 DM4553
 DM4553_MARKER: DD = SURVEY DISK
 DM4553_SETTING: 66 = SET IN ROCK OUTCROP
 DM4553_STAMPING: 1602 M 2007
 DM4553_MARK LOGO: MNDT
 DM4553_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DM4553_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DM4553+STABILITY: POSITION/ELEVATION WELL
 DM4553_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DM4553+SATELLITE: SATELLITE OBSERVATIONS - June 19, 2019
 DM4553
 DM4553  HISTORY     - Date     Condition        Report By
 DM4553  HISTORY     - 2007     MONUMENTED       MNDT
 DM4553  HISTORY     - 20170329 GOOD             MNDT
 DM4553  HISTORY     - 20190619 GOOD             MNDT
 DM4553
 DM4553                          STATION DESCRIPTION
 DM4553
 DM4553'DESCRIBED BY MN DEPT OF TRANSP 2007
 DM4553'THE MARK IS 5.5 MI (8.8 KM) SOUTHWEST OF GRAND MARAIS, 5.75 MI (9.3
 DM4553'KM) SOUTHWEST ALONG TRUNK HIGHWAY 61 FROM THE JUNCTION OF TRUNK
 DM4553'HIGHWAY 61 AND COUNTY ROAD 15 IN GRAND MARAIS, AT TRUNK HIGHWAY 61
 DM4553'MILE POINT 103.70, 52.9 FT (16.1 M) NORTHWEST OF TRUNK HIGHWAY 61, 5.4
 DM4553'FT (1.6 M) NORTHWEST OF SOUTH EDGE OF ROCK FACE, 1.9 FT (0.6 M)
 DM4553'SOUTHEAST OF A WITNESS POST.
 DM4553
 DM4553                          STATION RECOVERY (2017)
 DM4553
 DM4553'RECOVERY NOTE BY MN DEPT OF TRANSP 2017 (TJD)
 DM4553'RECOVERED AS DESCRIBED.
 DM4553'
 DM4553'NOTE-THE STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM ROD
 DM4553'DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION REMOVABLE DISK
 DM4553'SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH PVC
 DM4553'PIPE BACK FILLED WITH WASHED SAND.RECOVERED AS DESCRIBED.
 DM4553
 DM4553                          STATION RECOVERY (2019)
 DM4553
 DM4553'RECOVERY NOTE BY MN DEPT OF TRANSP 2019 (DXN)
 DM4553'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DM4554 ***********************************************************************
 DM4554  DESIGNATION -  1602 N
 DM4554  PID         -  DM4554
 DM4554  STATE/COUNTY-  MN/COOK
 DM4554  COUNTRY     -  US
 DM4554  USGS QUAD   -  GOOD HARBOR BAY (2019)
 DM4554
 DM4554                         *CURRENT SURVEY CONTROL
 DM4554  ______________________________________________________________________
 DM4554* NAD 83(2011) POSITION- 47 43 15.56811(N) 090 28 08.91345(W)   ADJUSTED
 DM4554* NAD 83(2011) ELLIP HT-   175.659 (meters)        (10/14/19)   ADJUSTED
 DM4554* NAD 83(2011) EPOCH   -  2010.00
 DM4554* NAVD 88 ORTHO HEIGHT -   205.989 (meters)      675.82  (feet) ADJUSTED
 DM4554  ______________________________________________________________________
 DM4554  GEOID HEIGHT    -        -30.370 (meters)                     GEOID18
 DM4554  NAD 83(2011) X  -    -35,198.863 (meters)                     COMP
 DM4554  NAD 83(2011) Y  - -4,298,695.320 (meters)                     COMP
 DM4554  NAD 83(2011) Z  -  4,696,192.258 (meters)                     COMP
 DM4554  LAPLACE CORR    -        -14.42  (seconds)                    DEFLEC18
 DM4554  DYNAMIC HEIGHT  -        206.040 (meters)      675.98  (feet) COMP
 DM4554  MODELED GRAVITY -    980,851.1   (mgal)                       NAVD 88
 DM4554
 DM4554  VERT ORDER      -  SECOND    CLASS I
 DM4554
 DM4554  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DM4554  Standards:
 DM4554         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DM4554            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DM4554  -------------------------------------------------------------------
 DM4554  NETWORK    0.84   1.39           0.38   0.29   0.71     -0.08116975
 DM4554  -------------------------------------------------------------------
 DM4554  Click here for local accuracies and other accuracy information.
 DM4554
 DM4554.The horizontal coordinates were established by GPS observations
 DM4554.and adjusted by the MN DEPT OF TRANSP in October 2019.
 DM4554
 DM4554.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DM4554.been affixed to the stable North American tectonic plate. See 
 DM4554.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DM4554
 DM4554.The horizontal coordinates are valid at the epoch date displayed above
 DM4554.which is a decimal equivalence of Year/Month/Day.
 DM4554
 DM4554.The orthometric height was determined by differential leveling and
 DM4554.adjusted by the NATIONAL GEODETIC SURVEY
 DM4554.in June 2011.
 DM4554
 DM4554.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM4554.GEOID18 height accuracy estimate available here.
 DM4554
 DM4554.Click photographs - Photos may exist for this station.
 DM4554
 DM4554.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DM4554
 DM4554.The Laplace correction was computed from DEFLEC18 derived deflections.
 DM4554
 DM4554.The ellipsoidal height was determined by GPS observations
 DM4554.and is referenced to NAD 83.
 DM4554
 DM4554.The dynamic height is computed by dividing the NAVD 88
 DM4554.geopotential number by the normal gravity value computed on the
 DM4554.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM4554.degrees latitude (g = 980.6199 gals.).
 DM4554
 DM4554.The modeled gravity was interpolated from observed gravity values.
 DM4554
 DM4554. The following values were computed from the NAD 83(2011) position.
 DM4554
 DM4554;                    North         East     Units Scale Factor Converg.
 DM4554;SPC MN N     -   239,099.677   997,328.022   MT  0.99990480   +1 57 00.2
 DM4554;SPC MN N     -   784,446.19  3,272,067.02   sFT  0.99990480   +1 57 00.2
 DM4554;UTM  15      - 5,288,392.775   689,800.490   MT  1.00004270   +1 52 23.1
 DM4554
 DM4554!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DM4554!SPC MN N     -   0.99997247  x   0.99990480  =   0.99987727
 DM4554!UTM  15      -   0.99997247  x   1.00004270  =   1.00001517
 DM4554
 DM4554_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXN8980088392(NAD 83)
 DM4554
 DM4554                          SUPERSEDED SURVEY CONTROL
 DM4554
 DM4554.No superseded survey control is available for this station.
 DM4554
 DM4554_MARKER: DD = SURVEY DISK
 DM4554_SETTING: 66 = SET IN ROCK OUTCROP
 DM4554_STAMPING: 1602 N 2007
 DM4554_MARK LOGO: MNDT
 DM4554_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DM4554_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DM4554+STABILITY: POSITION/ELEVATION WELL
 DM4554_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DM4554+SATELLITE: SATELLITE OBSERVATIONS - June 19, 2019
 DM4554
 DM4554  HISTORY     - Date     Condition        Report By
 DM4554  HISTORY     - 2007     MONUMENTED       MNDT
 DM4554  HISTORY     - 20170329 GOOD             MNDT
 DM4554  HISTORY     - 20190619 GOOD             MNDT
 DM4554
 DM4554                          STATION DESCRIPTION
 DM4554
 DM4554'DESCRIBED BY MN DEPT OF TRANSP 2007
 DM4554'THE MARK IS 6.5 MI (10.5 KM) SOUTHWEST OF GRAND MARAIS, 6.75 MI (10.9
 DM4554'KM) SOUTHWEST ALONG TRUNK HIGHWAY 61 FROM THE JUNCTION OF TRUNK
 DM4554'HIGHWAY 61 AND COUNTY ROAD 15 IN GRAND MARAIS, AT TRUNK HIGHWAY 61
 DM4554'MILE POINT 102.7, 56.1 FT (17.1 M) NORTH-NORTHWEST OF TRUNK HIGHWAY
 DM4554'61, 1.0 FT (0.3 M) SOUTHEAST OF A WITNESS POST.
 DM4554
 DM4554                          STATION RECOVERY (2017)
 DM4554
 DM4554'RECOVERY NOTE BY MN DEPT OF TRANSP 2017 (TJD)
 DM4554'RECOVERED AS DESCRIBED.
 DM4554
 DM4554                          STATION RECOVERY (2019)
 DM4554
 DM4554'RECOVERY NOTE BY MN DEPT OF TRANSP 2019 (KXW)
 DM4554'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DM4555 ***********************************************************************
 DM4555  DESIGNATION -  1602 P
 DM4555  PID         -  DM4555
 DM4555  STATE/COUNTY-  MN/COOK
 DM4555  COUNTRY     -  US
 DM4555  USGS QUAD   -  GOOD HARBOR BAY (2019)
 DM4555
 DM4555                         *CURRENT SURVEY CONTROL
 DM4555  ______________________________________________________________________
 DM4555* NAD 83(1986) POSITION- 47 42 56.     (N) 090 29 25.     (W)   SCALED
 DM4555* NAVD 88 ORTHO HEIGHT -   211.452 (meters)      693.74  (feet) ADJUSTED
 DM4555  ______________________________________________________________________
 DM4555  GEOID HEIGHT    -        -30.305 (meters)                     GEOID18
 DM4555  DYNAMIC HEIGHT  -        211.503 (meters)      693.91  (feet) COMP
 DM4555  MODELED GRAVITY -    980,850.6   (mgal)                       NAVD 88
 DM4555
 DM4555  VERT ORDER      -  SECOND    CLASS I
 DM4555
 DM4555.The horizontal coordinates were scaled from a map and have
 DM4555.an estimated accuracy of +/- 6 seconds.
 DM4555
 DM4555.The orthometric height was determined by differential leveling and
 DM4555.adjusted by the NATIONAL GEODETIC SURVEY
 DM4555.in June 2011.
 DM4555
 DM4555.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM4555.GEOID18 height accuracy estimate available here.
 DM4555
 DM4555.Click photographs - Photos may exist for this station.
 DM4555
 DM4555.The dynamic height is computed by dividing the NAVD 88
 DM4555.geopotential number by the normal gravity value computed on the
 DM4555.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM4555.degrees latitude (g = 980.6199 gals.).
 DM4555
 DM4555.The modeled gravity was interpolated from observed gravity values.
 DM4555
 DM4555;                    North         East    Units  Estimated Accuracy
 DM4555;SPC MN N     -   238,440.      995,760.      MT  (+/- 180 meters Scaled)
 DM4555
 DM4555_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXN882877(NAD 83)
 DM4555
 DM4555                          SUPERSEDED SURVEY CONTROL
 DM4555
 DM4555.No superseded survey control is available for this station.
 DM4555
 DM4555_MARKER: DD = SURVEY DISK
 DM4555_SETTING: 66 = SET IN ROCK OUTCROP
 DM4555_STAMPING: 1602 P 2007
 DM4555_MARK LOGO: MNDT
 DM4555_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DM4555_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DM4555+STABILITY: POSITION/ELEVATION WELL
 DM4555_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DM4555+SATELLITE: SATELLITE OBSERVATIONS - March 29, 2017
 DM4555
 DM4555  HISTORY     - Date     Condition        Report By
 DM4555  HISTORY     - 2007     MONUMENTED       MNDT
 DM4555  HISTORY     - 20170329 GOOD             MNDT
 DM4555
 DM4555                          STATION DESCRIPTION
 DM4555
 DM4555'DESCRIBED BY MN DEPT OF TRANSP 2007
 DM4555'THE MARK IS 7.5 MI (12.1 KM) SOUTHWEST OF GRAND MARAIS, 7.8 MI (12.6
 DM4555'KM) SOUTHWEST ALONG TRUNK HIGHWAY 61 FROM THE JUNCTION OF TRUNK
 DM4555'HIGHWAY 61 AND COUNTY ROAD 15 IN GRAND MARAIS, AT TRUNK HIGHWAY 61
 DM4555'MILE POINT 101.7, 0.05 MI (0.1 KM) SOUTHWEST OF COUNTY ROAD 7, 44.2 FT
 DM4555'(13.5 M) SOUTHEAST OF TRUNK HIGHWAY 61, 2.0 FT (0.6 M) NORTHWEST OF A
 DM4555'WITNESS POST.
 DM4555
 DM4555                          STATION RECOVERY (2017)
 DM4555
 DM4555'RECOVERY NOTE BY MN DEPT OF TRANSP 2017 (TJD)
 DM4555'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DM4556 ***********************************************************************
 DM4556  DESIGNATION -  1602 Q
 DM4556  PID         -  DM4556
 DM4556  STATE/COUNTY-  MN/COOK
 DM4556  COUNTRY     -  US
 DM4556  USGS QUAD   -  DEER YARD LAKE (2019)
 DM4556
 DM4556                         *CURRENT SURVEY CONTROL
 DM4556  ______________________________________________________________________
 DM4556* NAD 83(2011) POSITION- 47 41 35.15787(N) 090 33 23.18175(W)   ADJUSTED
 DM4556* NAD 83(2011) ELLIP HT-   168.330 (meters)        (10/14/19)   ADJUSTED
 DM4556* NAD 83(2011) EPOCH   -  2010.00
 DM4556* NAVD 88 ORTHO HEIGHT -   198.439 (meters)      651.05  (feet) ADJUSTED
 DM4556  ______________________________________________________________________
 DM4556  GEOID HEIGHT    -        -30.143 (meters)                     GEOID18
 DM4556  NAD 83(2011) X  -    -41,770.610 (meters)                     COMP
 DM4556  NAD 83(2011) Y  - -4,300,925.674 (meters)                     COMP
 DM4556  NAD 83(2011) Z  -  4,694,099.961 (meters)                     COMP
 DM4556  LAPLACE CORR    -        -14.26  (seconds)                    DEFLEC18
 DM4556  DYNAMIC HEIGHT  -        198.487 (meters)      651.20  (feet) COMP
 DM4556  MODELED GRAVITY -    980,849.4   (mgal)                       NAVD 88
 DM4556
 DM4556  VERT ORDER      -  SECOND    CLASS I
 DM4556
 DM4556  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DM4556  Standards:
 DM4556         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DM4556            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DM4556  -------------------------------------------------------------------
 DM4556  NETWORK    0.82   1.37           0.37   0.29   0.70     -0.04258275
 DM4556  -------------------------------------------------------------------
 DM4556  Click here for local accuracies and other accuracy information.
 DM4556
 DM4556.The horizontal coordinates were established by GPS observations
 DM4556.and adjusted by the MN DEPT OF TRANSP in October 2019.
 DM4556
 DM4556.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DM4556.been affixed to the stable North American tectonic plate. See 
 DM4556.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DM4556
 DM4556.The horizontal coordinates are valid at the epoch date displayed above
 DM4556.which is a decimal equivalence of Year/Month/Day.
 DM4556
 DM4556.The orthometric height was determined by differential leveling and
 DM4556.adjusted by the NATIONAL GEODETIC SURVEY
 DM4556.in June 2011.
 DM4556
 DM4556.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM4556.GEOID18 height accuracy estimate available here.
 DM4556
 DM4556.Click photographs - Photos may exist for this station.
 DM4556
 DM4556.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DM4556
 DM4556.The Laplace correction was computed from DEFLEC18 derived deflections.
 DM4556
 DM4556.The ellipsoidal height was determined by GPS observations
 DM4556.and is referenced to NAD 83.
 DM4556
 DM4556.The dynamic height is computed by dividing the NAVD 88
 DM4556.geopotential number by the normal gravity value computed on the
 DM4556.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM4556.degrees latitude (g = 980.6199 gals.).
 DM4556
 DM4556.The modeled gravity was interpolated from observed gravity values.
 DM4556
 DM4556. The following values were computed from the NAD 83(2011) position.
 DM4556
 DM4556;                    North         East     Units Scale Factor Converg.
 DM4556;SPC MN N     -   235,781.364   990,884.731   MT  0.99990589   +1 53 07.2
 DM4556;SPC MN N     -   773,559.36  3,250,927.65   sFT  0.99990589   +1 53 07.2
 DM4556;UTM  15      - 5,285,082.757   683,351.935   MT  1.00001313   +1 48 27.5
 DM4556
 DM4556!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DM4556!SPC MN N     -   0.99997362  x   0.99990589  =   0.99987951
 DM4556!UTM  15      -   0.99997362  x   1.00001313  =   0.99998675
 DM4556
 DM4556_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXN8335185082(NAD 83)
 DM4556
 DM4556                          SUPERSEDED SURVEY CONTROL
 DM4556
 DM4556.No superseded survey control is available for this station.
 DM4556
 DM4556_MARKER: DD = SURVEY DISK
 DM4556_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DM4556_STAMPING: 1602 Q 2007
 DM4556_MARK LOGO: MNDT
 DM4556_PROJECTION: FLUSH
 DM4556_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DM4556_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DM4556_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DM4556+SATELLITE: SATELLITE OBSERVATIONS - June 27, 2019
 DM4556_ROD/PIPE-DEPTH: 3.7 meters
 DM4556
 DM4556  HISTORY     - Date     Condition        Report By
 DM4556  HISTORY     - 2007     MONUMENTED       MNDT
 DM4556  HISTORY     - 20170329 GOOD             MNDT
 DM4556  HISTORY     - 20190627 GOOD             MNDT
 DM4556
 DM4556                          STATION DESCRIPTION
 DM4556
 DM4556'DESCRIBED BY MN DEPT OF TRANSP 2007
 DM4556'THE MARK IS 11.0 MI (17.7 KM) SOUTHWEST OF GRAND MARAIS, 11.35 MI
 DM4556'(18.3 KM) SOUTHWEST ALONG TRUNK HIGHWAY 61 FROM THE JUNCTION OF TRUNK
 DM4556'HIGHWAY 61 AND COUNTY ROAD 15 IN GRAND MARAIS, AT TRUNK HIGHWAY 61
 DM4556'MILE POINT 98.10.
 DM4556'
 DM4556'IT IS 35.8 FT (10.9 M) SOUTHEAST OF TRUNK HIGHWAY 61, 35.6 FT (10.9 M)
 DM4556'NORTHEAST OF CULVERT, 2.6 FT (0.8 M) NORTHWEST OF A WITNESS POST.
 DM4556
 DM4556                          STATION RECOVERY (2017)
 DM4556
 DM4556'RECOVERY NOTE BY MN DEPT OF TRANSP 2017 (TJD)
 DM4556'RECOVERED AS DESCRIBED.
 DM4556
 DM4556                          STATION RECOVERY (2019)
 DM4556
 DM4556'RECOVERY NOTE BY MN DEPT OF TRANSP 2019 (DXW)
 DM4556'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DM4557 ***********************************************************************
 DM4557  DESIGNATION -  1602 R
 DM4557  PID         -  DM4557
 DM4557  STATE/COUNTY-  MN/COOK
 DM4557  COUNTRY     -  US
 DM4557  USGS QUAD   -  DEER YARD LAKE (2019)
 DM4557
 DM4557                         *CURRENT SURVEY CONTROL
 DM4557  ______________________________________________________________________
 DM4557* NAD 83(2011) POSITION- 47 41 11.17812(N) 090 34 24.15076(W)   ADJUSTED
 DM4557* NAD 83(2011) ELLIP HT-   178.849 (meters)        (10/14/19)   ADJUSTED
 DM4557* NAD 83(2011) EPOCH   -  2010.00
 DM4557* NAVD 88 ORTHO HEIGHT -   208.945 (meters)      685.51  (feet) ADJUSTED
 DM4557  ______________________________________________________________________
 DM4557  GEOID HEIGHT    -        -30.109 (meters)                     GEOID18
 DM4557  NAD 83(2011) X  -    -43,047.453 (meters)                     COMP
 DM4557  NAD 83(2011) Y  - -4,301,467.891 (meters)                     COMP
 DM4557  NAD 83(2011) Z  -  4,693,609.194 (meters)                     COMP
 DM4557  LAPLACE CORR    -        -13.81  (seconds)                    DEFLEC18
 DM4557  DYNAMIC HEIGHT  -        208.995 (meters)      685.68  (feet) COMP
 DM4557  MODELED GRAVITY -    980,849.2   (mgal)                       NAVD 88
 DM4557
 DM4557  VERT ORDER      -  SECOND    CLASS I
 DM4557
 DM4557  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DM4557  Standards:
 DM4557         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DM4557            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DM4557  -------------------------------------------------------------------
 DM4557  NETWORK    0.74   1.31           0.34   0.25   0.67     -0.06101047
 DM4557  -------------------------------------------------------------------
 DM4557  Click here for local accuracies and other accuracy information.
 DM4557
 DM4557.The horizontal coordinates were established by GPS observations
 DM4557.and adjusted by the MN DEPT OF TRANSP in October 2019.
 DM4557
 DM4557.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DM4557.been affixed to the stable North American tectonic plate. See 
 DM4557.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DM4557
 DM4557.The horizontal coordinates are valid at the epoch date displayed above
 DM4557.which is a decimal equivalence of Year/Month/Day.
 DM4557
 DM4557.The orthometric height was determined by differential leveling and
 DM4557.adjusted by the NATIONAL GEODETIC SURVEY
 DM4557.in June 2011.
 DM4557
 DM4557.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM4557.GEOID18 height accuracy estimate available here.
 DM4557
 DM4557.Click photographs - Photos may exist for this station.
 DM4557
 DM4557.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DM4557
 DM4557.The Laplace correction was computed from DEFLEC18 derived deflections.
 DM4557
 DM4557.The ellipsoidal height was determined by GPS observations
 DM4557.and is referenced to NAD 83.
 DM4557
 DM4557.The dynamic height is computed by dividing the NAVD 88
 DM4557.geopotential number by the normal gravity value computed on the
 DM4557.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM4557.degrees latitude (g = 980.6199 gals.).
 DM4557
 DM4557.The modeled gravity was interpolated from observed gravity values.
 DM4557
 DM4557. The following values were computed from the NAD 83(2011) position.
 DM4557
 DM4557;                    North         East     Units Scale Factor Converg.
 DM4557;SPC MN N     -   234,999.543   989,638.414   MT  0.99990618   +1 52 22.0
 DM4557;SPC MN N     -   770,994.33  3,246,838.70   sFT  0.99990618   +1 52 22.0
 DM4557;UTM  15      - 5,284,302.547   682,104.428   MT  1.00000753   +1 47 41.7
 DM4557
 DM4557!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DM4557!SPC MN N     -   0.99997197  x   0.99990618  =   0.99987815
 DM4557!UTM  15      -   0.99997197  x   1.00000753  =   0.99997950
 DM4557
 DM4557_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXN8210484302(NAD 83)
 DM4557
 DM4557                          SUPERSEDED SURVEY CONTROL
 DM4557
 DM4557.No superseded survey control is available for this station.
 DM4557
 DM4557_MARKER: DD = SURVEY DISK
 DM4557_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DM4557_STAMPING: 1602 R 2007
 DM4557_MARK LOGO: MNDT
 DM4557_PROJECTION: FLUSH
 DM4557_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DM4557_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DM4557_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DM4557+SATELLITE: SATELLITE OBSERVATIONS - June 27, 2019
 DM4557_ROD/PIPE-DEPTH: 4.3 meters
 DM4557
 DM4557  HISTORY     - Date     Condition        Report By
 DM4557  HISTORY     - 2007     MONUMENTED       MNDT
 DM4557  HISTORY     - 20170329 GOOD             MNDT
 DM4557  HISTORY     - 20190627 GOOD             MNDT
 DM4557
 DM4557                          STATION DESCRIPTION
 DM4557
 DM4557'DESCRIBED BY MN DEPT OF TRANSP 2007
 DM4557'THE MARK IS 12.0 MI (19.3 KM) SOUTHWEST OF GRAND MARAIS, 12.3 MI (19.8
 DM4557'KM) SOUTHWEST ALONG TRUNK HIGHWAY 61 FROM THE JUNCTION OF TRUNK
 DM4557'HIGHWAY 61 AND COUNTY ROAD 15 IN GRAND MARAIS, AT TRUNK HIGHWAY 61
 DM4557'MILE POINT 97.25.
 DM4557'
 DM4557'IT IS 48.9 FT (14.9 M) SOUTHEAST OF TRUNK HIGHWAY 61, 21.4 FT (6.5 M)
 DM4557'NORTHEAST OF DRIVEWAY NUMBER 4210, 2.9 FT (0.9 M) SOUTHWEST OF A
 DM4557'WITNESS POST.
 DM4557
 DM4557                          STATION RECOVERY (2017)
 DM4557
 DM4557'RECOVERY NOTE BY MN DEPT OF TRANSP 2017 (TJD)
 DM4557'RECOVERED AS DESCRIBED.
 DM4557
 DM4557                          STATION RECOVERY (2019)
 DM4557
 DM4557'RECOVERY NOTE BY MN DEPT OF TRANSP 2019 (DXW)
 DM4557'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DR1416 ***********************************************************************
 DR1416  HT_MOD      -  This is a Height Modernization Survey Station.
 DR1416  DESIGNATION -  1602 S
 DR1416  PID         -  DR1416
 DR1416  STATE/COUNTY-  MN/COOK
 DR1416  COUNTRY     -  US
 DR1416  USGS QUAD   -  LUTSEN (2019)
 DR1416
 DR1416                         *CURRENT SURVEY CONTROL
 DR1416  ______________________________________________________________________
 DR1416* NAD 83(2011) POSITION- 47 38 48.15393(N) 090 40 34.72833(W)   ADJUSTED
 DR1416* NAD 83(2011) ELLIP HT-   174.920 (meters)        (10/14/19)   ADJUSTED
 DR1416* NAD 83(2011) EPOCH   -  2010.00
 DR1416* NAVD 88 ORTHO HEIGHT -   204.82  (meters)      672.0   (feet) GPS OBS
 DR1416  ______________________________________________________________________
 DR1416  NAVD 88 orthometric height was determined with geoid model    GEOID12B
 DR1416  GEOID HEIGHT    -        -29.916 (meters)                     GEOID12B
 DR1416  GEOID HEIGHT    -        -29.924 (meters)                     GEOID18
 DR1416  NAD 83(2011) X  -    -50,813.956 (meters)                     COMP
 DR1416  NAD 83(2011) Y  - -4,304,646.202 (meters)                     COMP
 DR1416  NAD 83(2011) Z  -  4,690,631.460 (meters)                     COMP
 DR1416  LAPLACE CORR    -        -11.72  (seconds)                    DEFLEC18
 DR1416
 DR1416  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DR1416  Standards:
 DR1416         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DR1416            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DR1416  -------------------------------------------------------------------
 DR1416  NETWORK    0.79   1.33           0.36   0.27   0.68     -0.06294387
 DR1416  -------------------------------------------------------------------
 DR1416  Click here for local accuracies and other accuracy information.
 DR1416
 DR1416.The horizontal coordinates were established by GPS observations
 DR1416.and adjusted by the MN DEPT OF TRANSP in October 2019.
 DR1416
 DR1416.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DR1416.been affixed to the stable North American tectonic plate. See 
 DR1416.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DR1416
 DR1416.The horizontal coordinates are valid at the epoch date displayed above
 DR1416.which is a decimal equivalence of Year/Month/Day.
 DR1416
 DR1416.The orthometric height was determined by GPS observations and a
 DR1416.high-resolution geoid model using precise GPS observation and
 DR1416.processing techniques.
 DR1416
 DR1416.Significant digits in the geoid height do not necessarily reflect accuracy.
 DR1416.GEOID18 height accuracy estimate available here.
 DR1416
 DR1416.Click photographs - Photos may exist for this station.
 DR1416
 DR1416.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DR1416
 DR1416.The Laplace correction was computed from DEFLEC18 derived deflections.
 DR1416
 DR1416.The ellipsoidal height was determined by GPS observations
 DR1416.and is referenced to NAD 83.
 DR1416
 DR1416. The following values were computed from the NAD 83(2011) position.
 DR1416
 DR1416;                    North         East     Units Scale Factor Converg.
 DR1416;SPC MN N     -   230,337.513   982,053.331   MT  0.99990822   +1 47 47.3
 DR1416;SPC MN N     -   755,698.99  3,221,953.30   sFT  0.99990822   +1 47 47.3
 DR1416;UTM  15      - 5,279,650.506   674,512.341   MT  0.99997426   +1 43 03.5
 DR1416
 DR1416!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DR1416!SPC MN N     -   0.99997258  x   0.99990822  =   0.99988081
 DR1416!UTM  15      -   0.99997258  x   0.99997426  =   0.99994684
 DR1416
 DR1416_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXN7451279650(NAD 83)
 DR1416
 DR1416                          SUPERSEDED SURVEY CONTROL
 DR1416
 DR1416  NAVD 88 (04/01/21)  204.820  (m)          671.98   (f) ADJUSTED    2 1
 DR1416
 DR1416.Superseded values are not recommended for survey control.
 DR1416
 DR1416.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DR1416.See file dsdata.pdf to determine how the superseded data were derived.
 DR1416
 DR1416_MARKER: I = METAL ROD
 DR1416_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DR1416_STAMPING: 1602 S 2017
 DR1416_MARK LOGO: MNDT
 DR1416_PROJECTION: RECESSED 5 CENTIMETERS
 DR1416_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DR1416_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DR1416_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DR1416+SATELLITE: SATELLITE OBSERVATIONS - June 04, 2019
 DR1416_ROD/PIPE-DEPTH: 3.4 meters
 DR1416
 DR1416  HISTORY     - Date     Condition        Report By
 DR1416  HISTORY     - 20170503 MONUMENTED       MNDT
 DR1416  HISTORY     - 20190604 GOOD             MNDT
 DR1416
 DR1416                          STATION DESCRIPTION
 DR1416
 DR1416'DESCRIBED BY MN DEPT OF TRANSP 2017
 DR1416'THE MARK IS LOCATED ABOUT IN LUTSEN.
 DR1416'
 DR1416'TO REACH THE MARK GO 0.9 MI (1.4 KM) SOUTHWEST ALONG TRUNK HIGHWAY 61
 DR1416'FROM THE JUNCTION OF TRUNK HIGHWAY 61 AND COUNTY ROAD 4 (CARIBOU
 DR1416'TRAIL) IN LUTSEN, AT TRUNK HIGHWAY 61 MILE POINT 91.55.
 DR1416'
 DR1416'THE MARK IS 72.6 FT (22.1 M) NORTHWEST OF TRUNK HIGHWAY 61, 22.7 FT
 DR1416'(6.9 M) WEST OF STEAM ENGINE ROAD, 5.0 FT (1.5 M) NORTHEAST OF A
 DR1416'WITNESS POST.
 DR1416'
 DR1416'NOTE-THE STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM ROD
 DR1416'DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION REMOVABLE DISK
 DR1416'SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH PVC
 DR1416'PIPE BACK FILLED WITH WASHED SAND.
 DR1416
 DR1416                          STATION RECOVERY (2019)
 DR1416
 DR1416'RECOVERY NOTE BY MN DEPT OF TRANSP 2019 (MPP)
 DR1416'IN LUTSEN, 0.9 MILE SOUTHWEST ALONG TRUNK HIGHWAY 61 FROM THE JUNCTION
 DR1416'OF TRUNK HIGHWAY 61 AND COUNTY ROAD 4 (CARIBOU TRAIL) IN LUTSEN, AT
 DR1416'TRUNK HIGHWAY 61 MILEPOINT 91.55, 72.6 FEET NORTHWEST OF TRUNK HIGHWAY
 DR1416'61, 22.7 FEET WEST OF STEAM ENGINE ROAD, 5.0 FEET NORTHEAST OF A
 DR1416'WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DR1417 ***********************************************************************
 DR1417  HT_MOD      -  This is a Height Modernization Survey Station.
 DR1417  DESIGNATION -  1602 T
 DR1417  PID         -  DR1417
 DR1417  STATE/COUNTY-  MN/COOK
 DR1417  COUNTRY     -  US
 DR1417  USGS QUAD   -  LUTSEN (2019)
 DR1417
 DR1417                         *CURRENT SURVEY CONTROL
 DR1417  ______________________________________________________________________
 DR1417* NAD 83(2011) POSITION- 47 39 37.06754(N) 090 38 27.87841(W)   ADJUSTED
 DR1417* NAD 83(2011) ELLIP HT-   173.264 (meters)        (10/14/19)   ADJUSTED
 DR1417* NAD 83(2011) EPOCH   -  2010.00
 DR1417* NAVD 88 ORTHO HEIGHT -   203.22  (meters)      666.7   (feet) GPS OBS
 DR1417  ______________________________________________________________________
 DR1417  NAVD 88 orthometric height was determined with geoid model    GEOID12B
 DR1417  GEOID HEIGHT    -        -29.973 (meters)                     GEOID12B
 DR1417  GEOID HEIGHT    -        -29.983 (meters)                     GEOID18
 DR1417  NAD 83(2011) X  -    -48,154.146 (meters)                     COMP
 DR1417  NAD 83(2011) Y  - -4,303,559.053 (meters)                     COMP
 DR1417  NAD 83(2011) Z  -  4,691,647.866 (meters)                     COMP
 DR1417  LAPLACE CORR    -        -12.72  (seconds)                    DEFLEC18
 DR1417
 DR1417  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DR1417  Standards:
 DR1417         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DR1417            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DR1417  -------------------------------------------------------------------
 DR1417  NETWORK    0.77   1.29           0.35   0.27   0.66     -0.07323958
 DR1417  -------------------------------------------------------------------
 DR1417  Click here for local accuracies and other accuracy information.
 DR1417
 DR1417.The horizontal coordinates were established by GPS observations
 DR1417.and adjusted by the MN DEPT OF TRANSP in October 2019.
 DR1417
 DR1417.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DR1417.been affixed to the stable North American tectonic plate. See 
 DR1417.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DR1417
 DR1417.The horizontal coordinates are valid at the epoch date displayed above
 DR1417.which is a decimal equivalence of Year/Month/Day.
 DR1417
 DR1417.The orthometric height was determined by GPS observations and a
 DR1417.high-resolution geoid model using precise GPS observation and
 DR1417.processing techniques.
 DR1417
 DR1417.Significant digits in the geoid height do not necessarily reflect accuracy.
 DR1417.GEOID18 height accuracy estimate available here.
 DR1417
 DR1417.Click photographs - Photos may exist for this station.
 DR1417
 DR1417.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DR1417
 DR1417.The Laplace correction was computed from DEFLEC18 derived deflections.
 DR1417
 DR1417.The ellipsoidal height was determined by GPS observations
 DR1417.and is referenced to NAD 83.
 DR1417
 DR1417. The following values were computed from the NAD 83(2011) position.
 DR1417
 DR1417;                    North         East     Units Scale Factor Converg.
 DR1417;SPC MN N     -   231,930.863   984,651.134   MT  0.99990747   +1 49 21.4
 DR1417;SPC MN N     -   760,926.51  3,230,476.26   sFT  0.99990747   +1 49 21.4
 DR1417;UTM  15      - 5,281,240.403   677,112.517   MT  0.99998549   +1 44 38.7
 DR1417
 DR1417!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DR1417!SPC MN N     -   0.99997284  x   0.99990747  =   0.99988032
 DR1417!UTM  15      -   0.99997284  x   0.99998549  =   0.99995833
 DR1417
 DR1417_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXN7711281240(NAD 83)
 DR1417
 DR1417                          SUPERSEDED SURVEY CONTROL
 DR1417
 DR1417  NAVD 88 (04/01/21)  203.215  (m)          666.71   (f) ADJUSTED    2 1
 DR1417
 DR1417.Superseded values are not recommended for survey control.
 DR1417
 DR1417.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DR1417.See file dsdata.pdf to determine how the superseded data were derived.
 DR1417
 DR1417_MARKER: I = METAL ROD
 DR1417_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DR1417_STAMPING: 1602 T 2017
 DR1417_MARK LOGO: MNDT
 DR1417_PROJECTION: RECESSED 5 CENTIMETERS
 DR1417_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DR1417_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DR1417_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DR1417+SATELLITE: SATELLITE OBSERVATIONS - June 04, 2019
 DR1417_ROD/PIPE-DEPTH: 3.7 meters
 DR1417
 DR1417  HISTORY     - Date     Condition        Report By
 DR1417  HISTORY     - 20170503 MONUMENTED       MNDT
 DR1417  HISTORY     - 20190604 GOOD             MNDT
 DR1417
 DR1417                          STATION DESCRIPTION
 DR1417
 DR1417'DESCRIBED BY MN DEPT OF TRANSP 2017
 DR1417'THE MARK IS LOCATED ABOUT 1.0 MI (1.6 KM) NORTHEAST OF LUTSEN.
 DR1417'
 DR1417'TO REACH THE MARK GO 1.0 MI (1.6 KM) NORTHEAST ALONG TRUNK HIGHWAY 61
 DR1417'FROM THE JUNCTION OF TRUNK HIGHWAY 61 AND COUNTY ROAD 4 (CARIBOU
 DR1417'TRAIL) IN LUTSEN, AT TRUNK HIGHWAY 61 MILE POINT 93.60.
 DR1417'
 DR1417'THE MARK IS 48.2 FT (14.7 M) NORTHWEST OF TRUNK HIGHWAY 61, 12.9 FT
 DR1417'(3.9 M) SOUTHWEST OF AN ENTRANCE, 12.9 FT (3.9 M) SOUTHWEST OF A POWER
 DR1417'POLE, 1.5 FT (0.5 M) NORTHEAST OF A WITNESS POST.
 DR1417'
 DR1417'NOTE-THE STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM ROD
 DR1417'DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION REMOVABLE DISK
 DR1417'SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH PVC
 DR1417'PIPE BACK FILLED WITH WASHED SAND.
 DR1417
 DR1417                          STATION RECOVERY (2019)
 DR1417
 DR1417'RECOVERY NOTE BY MN DEPT OF TRANSP 2019 (MPP)
 DR1417'1.0 MILE NORTHEAST OF LUTSEN, 1.0 MILE NORTHEAST ALONG TRUNK HIGHWAY
 DR1417'61 FROM THE JUNCTION OF TRUNK HIGHWAY 61 AND COUNTY ROAD 4 (CARIBOU
 DR1417'TRAIL) IN LUTSEN, AT TRUNK HIGHWAY 61 MILEPOINT 93.60, 48.2 FEET
 DR1417'NORTHWEST OF TRUNK HIGHWAY 61, 12.9 FEET SOUTHWEST OF AN ENTRANCE,
 DR1417'12.9 FEET SOUTHWEST OF A POWER POLE, 1.5 FEET NORTHEAST OF A WITNESS
 DR1417'POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DR1418 ***********************************************************************
 DR1418  HT_MOD      -  This is a Height Modernization Survey Station.
 DR1418  DESIGNATION -  1602 U
 DR1418  PID         -  DR1418
 DR1418  STATE/COUNTY-  MN/COOK
 DR1418  COUNTRY     -  US
 DR1418  USGS QUAD   -  DEER YARD LAKE (2019)
 DR1418
 DR1418                         *CURRENT SURVEY CONTROL
 DR1418  ______________________________________________________________________
 DR1418* NAD 83(2011) POSITION- 47 40 31.22165(N) 090 36 06.75289(W)   ADJUSTED
 DR1418* NAD 83(2011) ELLIP HT-   177.256 (meters)        (10/14/19)   ADJUSTED
 DR1418* NAD 83(2011) EPOCH   -  2010.00
 DR1418* NAVD 88 ORTHO HEIGHT -   207.29  (meters)      680.1   (feet) GPS OBS
 DR1418  ______________________________________________________________________
 DR1418  NAVD 88 orthometric height was determined with geoid model    GEOID12B
 DR1418  GEOID HEIGHT    -        -30.047 (meters)                     GEOID12B
 DR1418  GEOID HEIGHT    -        -30.055 (meters)                     GEOID18
 DR1418  NAD 83(2011) X  -    -45,196.697 (meters)                     COMP
 DR1418  NAD 83(2011) Y  - -4,302,357.302 (meters)                     COMP
 DR1418  NAD 83(2011) Z  -  4,692,777.168 (meters)                     COMP
 DR1418  LAPLACE CORR    -        -13.35  (seconds)                    DEFLEC18
 DR1418
 DR1418  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DR1418  Standards:
 DR1418         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DR1418            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DR1418  -------------------------------------------------------------------
 DR1418  NETWORK    0.77   1.29           0.35   0.27   0.66     -0.07220006
 DR1418  -------------------------------------------------------------------
 DR1418  Click here for local accuracies and other accuracy information.
 DR1418
 DR1418.The horizontal coordinates were established by GPS observations
 DR1418.and adjusted by the MN DEPT OF TRANSP in October 2019.
 DR1418
 DR1418.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DR1418.been affixed to the stable North American tectonic plate. See 
 DR1418.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DR1418
 DR1418.The horizontal coordinates are valid at the epoch date displayed above
 DR1418.which is a decimal equivalence of Year/Month/Day.
 DR1418
 DR1418.The orthometric height was determined by GPS observations and a
 DR1418.high-resolution geoid model using precise GPS observation and
 DR1418.processing techniques.
 DR1418
 DR1418.Significant digits in the geoid height do not necessarily reflect accuracy.
 DR1418.GEOID18 height accuracy estimate available here.
 DR1418
 DR1418.Click photographs - Photos may exist for this station.
 DR1418
 DR1418.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DR1418
 DR1418.The Laplace correction was computed from DEFLEC18 derived deflections.
 DR1418
 DR1418.The ellipsoidal height was determined by GPS observations
 DR1418.and is referenced to NAD 83.
 DR1418
 DR1418. The following values were computed from the NAD 83(2011) position.
 DR1418
 DR1418;                    North         East     Units Scale Factor Converg.
 DR1418;SPC MN N     -   233,696.742   987,539.893   MT  0.99990670   +1 51 06.0
 DR1418;SPC MN N     -   766,720.06  3,239,953.80   sFT  0.99990670   +1 51 06.0
 DR1418;UTM  15      - 5,283,002.479   680,003.932   MT  0.99999818   +1 46 24.6
 DR1418
 DR1418!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DR1418!SPC MN N     -   0.99997222  x   0.99990670  =   0.99987892
 DR1418!UTM  15      -   0.99997222  x   0.99999818  =   0.99997040
 DR1418
 DR1418_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXN8000383002(NAD 83)
 DR1418
 DR1418                          SUPERSEDED SURVEY CONTROL
 DR1418
 DR1418  NAVD 88 (04/01/21)  207.284  (m)          680.06   (f) ADJUSTED    2 1
 DR1418
 DR1418.Superseded values are not recommended for survey control.
 DR1418
 DR1418.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DR1418.See file dsdata.pdf to determine how the superseded data were derived.
 DR1418
 DR1418_MARKER: DD = SURVEY DISK
 DR1418_SETTING: 65 = SET IN UNSPECIFIED ROCK OR BOULDER
 DR1418_STAMPING: 1602 U 2017
 DR1418_MARK LOGO: MNDT
 DR1418_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DR1418_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DR1418_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DR1418+SATELLITE: SATELLITE OBSERVATIONS - June 04, 2019
 DR1418
 DR1418  HISTORY     - Date     Condition        Report By
 DR1418  HISTORY     - 20170509 MONUMENTED       MNDT
 DR1418  HISTORY     - 20190604 GOOD             MNDT
 DR1418
 DR1418                          STATION DESCRIPTION
 DR1418
 DR1418'DESCRIBED BY MN DEPT OF TRANSP 2017
 DR1418'THE MARK IS LOCATED ABOUT 3.0 MI (4.8 KM) NORTHEAST OF LUTSEN.
 DR1418'
 DR1418'TO REACH THE MARK GO 3.1 MI (5.0 KM) NORTHEAST ALONG TRUNK HIGHWAY 61
 DR1418'FROM THE JUNCTION OF TRUNK HIGHWAY 61 AND COUNTY ROAD 4 (CARIBOU
 DR1418'TRAIL) IN LUTSEN, AT TRUNK HIGHWAY 61 MILE POINT 95.70.
 DR1418'
 DR1418'THE MARK IS 36.2 FT (11.0 M) SOUTHEAST OF TRUNK HIGHWAY 61, 45.3 FT
 DR1418'(13.8 M) NORTHEAST OF THE END OF A GUARD RAIL, 1.5 FT (0.5 M)
 DR1418'NORTHWEST OF A WITNESS POST.
 DR1418
 DR1418                          STATION RECOVERY (2019)
 DR1418
 DR1418'RECOVERY NOTE BY MN DEPT OF TRANSP 2019 (MPP)
 DR1418'3.0 MILES NORTHEAST OF LUTSEN, 3.1 MILES NORTHEAST ALONG TRUNK HIGHWAY
 DR1418'61 FROM THE JUNCTION OF TRUNK HIGHWAY 61 AND COUNTY ROAD 4 (CARIBOU
 DR1418'TRAIL) IN LUTSEN, AT TRUNK HIGHWAY 61 MILEPOINT 95.70, 36.2 FEET
 DR1418'SOUTHEAST OF TRUNK HIGHWAY 61, 45.3 FEET NORTHEAST OF THE END OF A
 DR1418'GUARD RAIL, 1.5 FEET NORTHWEST OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DR1421 ***********************************************************************
 DR1421  HT_MOD      -  This is a Height Modernization Survey Station.
 DR1421  DESIGNATION -  1602 V
 DR1421  PID         -  DR1421
 DR1421  STATE/COUNTY-  MN/COOK
 DR1421  COUNTRY     -  US
 DR1421  USGS QUAD   -  DEER YARD LAKE (2019)
 DR1421
 DR1421                         *CURRENT SURVEY CONTROL
 DR1421  ______________________________________________________________________
 DR1421* NAD 83(2011) POSITION- 47 42 19.27330(N) 090 31 51.31016(W)   ADJUSTED
 DR1421* NAD 83(2011) ELLIP HT-   159.168 (meters)        (10/14/19)   ADJUSTED
 DR1421* NAD 83(2011) EPOCH   -  2010.00
 DR1421* NAVD 88 ORTHO HEIGHT -   189.33  (meters)      621.2   (feet) GPS OBS
 DR1421  ______________________________________________________________________
 DR1421  NAVD 88 orthometric height was determined with geoid model    GEOID12B
 DR1421  GEOID HEIGHT    -        -30.177 (meters)                     GEOID12B
 DR1421  GEOID HEIGHT    -        -30.184 (meters)                     GEOID18
 DR1421  NAD 83(2011) X  -    -39,845.552 (meters)                     COMP
 DR1421  NAD 83(2011) Y  - -4,299,929.978 (meters)                     COMP
 DR1421  NAD 83(2011) Z  -  4,695,010.192 (meters)                     COMP
 DR1421  LAPLACE CORR    -        -14.09  (seconds)                    DEFLEC18
 DR1421
 DR1421  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DR1421  Standards:
 DR1421         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DR1421            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DR1421  -------------------------------------------------------------------
 DR1421  NETWORK    0.79   1.29           0.36   0.27   0.66     -0.08576446
 DR1421  -------------------------------------------------------------------
 DR1421  Click here for local accuracies and other accuracy information.
 DR1421
 DR1421.The horizontal coordinates were established by GPS observations
 DR1421.and adjusted by the MN DEPT OF TRANSP in October 2019.
 DR1421
 DR1421.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DR1421.been affixed to the stable North American tectonic plate. See 
 DR1421.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DR1421
 DR1421.The horizontal coordinates are valid at the epoch date displayed above
 DR1421.which is a decimal equivalence of Year/Month/Day.
 DR1421
 DR1421.The orthometric height was determined by GPS observations and a
 DR1421.high-resolution geoid model using precise GPS observation and
 DR1421.processing techniques.
 DR1421
 DR1421.Significant digits in the geoid height do not necessarily reflect accuracy.
 DR1421.GEOID18 height accuracy estimate available here.
 DR1421
 DR1421.Click photographs - Photos may exist for this station.
 DR1421
 DR1421.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DR1421
 DR1421.The Laplace correction was computed from DEFLEC18 derived deflections.
 DR1421
 DR1421.The ellipsoidal height was determined by GPS observations
 DR1421.and is referenced to NAD 83.
 DR1421
 DR1421. The following values were computed from the NAD 83(2011) position.
 DR1421
 DR1421;                    North         East     Units Scale Factor Converg.
 DR1421;SPC MN N     -   237,206.305   992,753.931   MT  0.99990538   +1 54 15.3
 DR1421;SPC MN N     -   778,234.35  3,257,060.19   sFT  0.99990538   +1 54 15.3
 DR1421;UTM  15      - 5,286,505.325   685,223.271   MT  1.00002160   +1 49 36.8
 DR1421
 DR1421!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DR1421!SPC MN N     -   0.99997505  x   0.99990538  =   0.99988044
 DR1421!UTM  15      -   0.99997505  x   1.00002160  =   0.99999665
 DR1421
 DR1421_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXN8522386505(NAD 83)
 DR1421
 DR1421                          SUPERSEDED SURVEY CONTROL
 DR1421
 DR1421  NAVD 88 (04/01/21)  189.323  (m)          621.14   (f) ADJUSTED    2 1
 DR1421
 DR1421.Superseded values are not recommended for survey control.
 DR1421
 DR1421.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DR1421.See file dsdata.pdf to determine how the superseded data were derived.
 DR1421
 DR1421_MARKER: I = METAL ROD
 DR1421_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DR1421_STAMPING: 1602 V 2017
 DR1421_MARK LOGO: MNDT
 DR1421_PROJECTION: RECESSED 10 CENTIMETERS
 DR1421_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DR1421_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DR1421_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DR1421+SATELLITE: SATELLITE OBSERVATIONS - June 04, 2019
 DR1421_ROD/PIPE-DEPTH: 3.4 meters
 DR1421
 DR1421  HISTORY     - Date     Condition        Report By
 DR1421  HISTORY     - 20170509 MONUMENTED       MNDT
 DR1421  HISTORY     - 20190604 GOOD             MNDT
 DR1421
 DR1421                          STATION DESCRIPTION
 DR1421
 DR1421'DESCRIBED BY MN DEPT OF TRANSP 2017
 DR1421'THE MARK IS LOCATED ABOUT 7.0 MI (11.3 KM) NORTHEAST OF LUTSEN.
 DR1421'
 DR1421'TO REACH THE MARK GO 7.0 MI (11.3 KM) NORTHEAST ALONG TRUNK HIGHWAY 61
 DR1421'FROM THE JUNCTION OF TRUNK HIGHWAY 61 AND COUNTY ROAD 4 (CARIBOU
 DR1421'TRAIL) IN LUTSEN, AT TRUNK HIGHWAY 61 MILE POINT 99.50.
 DR1421'
 DR1421'THE MARK IS 25.5 FT (7.8 M) SOUTHEAST OF TRUNK HIGHWAY 61, 15.4 FT
 DR1421'(4.7 M) NORTHWEST OF A STEEP BANK OF LAKE SUPERIOR, 38.0 FT (11.6 M)
 DR1421'NORTHEAST OF THE EXIT TO DRIVEWAY NUMBER 3719, 21.5 FT (6.6 M) WEST OF
 DR1421'A WITNESS POST.
 DR1421'
 DR1421'NOTE-THE STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM ROD
 DR1421'DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION REMOVABLE DISK
 DR1421'SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH PVC
 DR1421'PIPE BACK FILLED WITH WASHED SAND.
 DR1421
 DR1421                          STATION RECOVERY (2019)
 DR1421
 DR1421'RECOVERY NOTE BY MN DEPT OF TRANSP 2019 (MPP)
 DR1421'7.0 MILES NORTHEAST OF LUTSEN, 7.0 MILES NORTHEAST ALONG TRUNK HIGHWAY
 DR1421'61 FROM THE JUNCTION OF TRUNK HIGHWAY 61 AND COUNTY ROAD 4 (CARIBOU
 DR1421'TRAIL) IN LUTSEN, AT TRUNK HIGHWAY 61 MILEPOINT 99.50, 25.5 FEET
 DR1421'SOUTHEAST OF TRUNK HIGHWAY 61, 15.4 FEET NORTHWEST OF A STEEP BANK OF
 DR1421'LAKE SUPERIOR, 38.0 FEET NORTHEAST OF THE EXIT TO DRIVEWAY NUMBER
 DR1421'3719, 21.5 FEET WEST OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DR1422 ***********************************************************************
 DR1422  HT_MOD      -  This is a Height Modernization Survey Station.
 DR1422  DESIGNATION -  1602 W
 DR1422  PID         -  DR1422
 DR1422  STATE/COUNTY-  MN/COOK
 DR1422  COUNTRY     -  US
 DR1422  USGS QUAD   -  DEER YARD LAKE (2019)
 DR1422
 DR1422                         *CURRENT SURVEY CONTROL
 DR1422  ______________________________________________________________________
 DR1422* NAD 83(2011) POSITION- 47 42 37.94660(N) 090 30 26.25906(W)   ADJUSTED
 DR1422* NAD 83(2011) ELLIP HT-   170.379 (meters)        (10/14/19)   ADJUSTED
 DR1422* NAD 83(2011) EPOCH   -  2010.00
 DR1422* NAVD 88 ORTHO HEIGHT -   200.61  (meters)      658.2   (feet) GPS OBS
 DR1422  ______________________________________________________________________
 DR1422  NAVD 88 orthometric height was determined with geoid model    GEOID12B
 DR1422  GEOID HEIGHT    -        -30.251 (meters)                     GEOID12B
 DR1422  GEOID HEIGHT    -        -30.257 (meters)                     GEOID18
 DR1422  NAD 83(2011) X  -    -38,068.808 (meters)                     COMP
 DR1422  NAD 83(2011) Y  - -4,299,526.980 (meters)                     COMP
 DR1422  NAD 83(2011) Z  -  4,695,406.575 (meters)                     COMP
 DR1422  LAPLACE CORR    -        -13.71  (seconds)                    DEFLEC18
 DR1422
 DR1422  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DR1422  Standards:
 DR1422         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DR1422            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DR1422  -------------------------------------------------------------------
 DR1422  NETWORK    0.86   1.51           0.39   0.30   0.77      0.01095443
 DR1422  -------------------------------------------------------------------
 DR1422  Click here for local accuracies and other accuracy information.
 DR1422
 DR1422.The horizontal coordinates were established by GPS observations
 DR1422.and adjusted by the MN DEPT OF TRANSP in October 2019.
 DR1422
 DR1422.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DR1422.been affixed to the stable North American tectonic plate. See 
 DR1422.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DR1422
 DR1422.The horizontal coordinates are valid at the epoch date displayed above
 DR1422.which is a decimal equivalence of Year/Month/Day.
 DR1422
 DR1422.The orthometric height was determined by GPS observations and a
 DR1422.high-resolution geoid model using precise GPS observation and
 DR1422.processing techniques.
 DR1422
 DR1422.Significant digits in the geoid height do not necessarily reflect accuracy.
 DR1422.GEOID18 height accuracy estimate available here.
 DR1422
 DR1422.Click photographs - Photos may exist for this station.
 DR1422
 DR1422.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DR1422
 DR1422.The Laplace correction was computed from DEFLEC18 derived deflections.
 DR1422
 DR1422.The ellipsoidal height was determined by GPS observations
 DR1422.and is referenced to NAD 83.
 DR1422
 DR1422. The following values were computed from the NAD 83(2011) position.
 DR1422
 DR1422;                    North         East     Units Scale Factor Converg.
 DR1422;SPC MN N     -   237,841.826   994,506.499   MT  0.99990518   +1 55 18.4
 DR1422;SPC MN N     -   780,319.39  3,262,810.07   sFT  0.99990518   +1 55 18.4
 DR1422;UTM  15      - 5,287,138.558   686,976.906   MT  1.00002963   +1 50 40.3
 DR1422
 DR1422!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DR1422!SPC MN N     -   0.99997330  x   0.99990518  =   0.99987848
 DR1422!UTM  15      -   0.99997330  x   1.00002963  =   1.00000293
 DR1422
 DR1422_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXN8697687138(NAD 83)
 DR1422
 DR1422                          SUPERSEDED SURVEY CONTROL
 DR1422
 DR1422  NAVD 88 (04/01/21)  200.610  (m)          658.17   (f) ADJUSTED    2 1
 DR1422
 DR1422.Superseded values are not recommended for survey control.
 DR1422
 DR1422.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DR1422.See file dsdata.pdf to determine how the superseded data were derived.
 DR1422
 DR1422_MARKER: I = METAL ROD
 DR1422_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DR1422_STAMPING: 1602 W 2017
 DR1422_MARK LOGO: MNDT
 DR1422_PROJECTION: RECESSED 5 CENTIMETERS
 DR1422_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DR1422_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DR1422_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DR1422+SATELLITE: SATELLITE OBSERVATIONS - June 04, 2019
 DR1422_ROD/PIPE-DEPTH: 4.0 meters
 DR1422
 DR1422  HISTORY     - Date     Condition        Report By
 DR1422  HISTORY     - 20170503 MONUMENTED       MNDT
 DR1422  HISTORY     - 20190604 GOOD             MNDT
 DR1422
 DR1422                          STATION DESCRIPTION
 DR1422
 DR1422'DESCRIBED BY MN DEPT OF TRANSP 2017
 DR1422'THE MARK IS LOCATED ABOUT 9.0 MI (14.5 KM) SOUTHWEST OF GRAND MARAIS.
 DR1422'
 DR1422'TO REACH THE MARK GO 9.0 MI (14.5 KM) SOUTHWEST ALONG TRUNK HIGHWAY 61
 DR1422'FROM THE JUNCTION OF TRUNK HIGHWAY 61 AND COUNTY ROAD 10 (BROADWAY
 DR1422'AVENUE) IN GRAND MARIAS, AT TRUNK HIGHWAY 61 MILE POINT 100.80.
 DR1422'
 DR1422'THE MARK IS 33.8 FT (10.3 M) SOUTHEAST OF TRUNK HIGHWAY 61, 1.5 FT
 DR1422'(0.5 M) NORTHWEST OF A WITNESS POST.
 DR1422'
 DR1422'NOTE - THE STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM
 DR1422'ROD DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION REMOVABLE
 DR1422'DISK SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH
 DR1422'PVC PIPE BACK FILLED WITH WASHED SAND.
 DR1422
 DR1422                          STATION RECOVERY (2019)
 DR1422
 DR1422'RECOVERY NOTE BY MN DEPT OF TRANSP 2019 (MPP)
 DR1422'9.0 MILES SOUTHWEST OF GRAND MARAIS, 9.0 MILES SOUTHWEST ALONG TRUNK
 DR1422'HIGHWAY 61 FROM THE JUNCTION OF TRUNK HIGHWAY 61 AND COUNTY ROAD 10
 DR1422'(BROADWAY AVENUE) IN GRAND MARIAS, AT TRUNK HIGHWAY 61 MILEPOINT
 DR1422'100.80, 33.8 FEET SOUTHEAST OF TRUNK HIGHWAY 61, 1.5 FEET NORTHWEST OF
 DR1422'A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DR1427 ***********************************************************************
 DR1427  HT_MOD      -  This is a Height Modernization Survey Station.
 DR1427  DESIGNATION -  1602 X
 DR1427  PID         -  DR1427
 DR1427  STATE/COUNTY-  MN/COOK
 DR1427  COUNTRY     -  US
 DR1427  USGS QUAD   -  GOOD HARBOR BAY OE E (2019)
 DR1427
 DR1427                         *CURRENT SURVEY CONTROL
 DR1427  ______________________________________________________________________
 DR1427* NAD 83(2011) POSITION- 47 44 48.36207(N) 090 22 18.65388(W)   ADJUSTED
 DR1427* NAD 83(2011) ELLIP HT-   203.167 (meters)        (10/14/19)   ADJUSTED
 DR1427* NAD 83(2011) EPOCH   -  2010.00
 DR1427* NAVD 88 ORTHO HEIGHT -   233.84  (meters)      767.2   (feet) GPS OBS
 DR1427  ______________________________________________________________________
 DR1427  NAVD 88 orthometric height was determined with geoid model    GEOID12B
 DR1427  GEOID HEIGHT    -        -30.689 (meters)                     GEOID12B
 DR1427  GEOID HEIGHT    -        -30.692 (meters)                     GEOID18
 DR1427  NAD 83(2011) X  -    -27,885.529 (meters)                     COMP
 DR1427  NAD 83(2011) Y  - -4,296,646.513 (meters)                     COMP
 DR1427  NAD 83(2011) Z  -  4,698,140.217 (meters)                     COMP
 DR1427  LAPLACE CORR    -        -15.64  (seconds)                    DEFLEC18
 DR1427
 DR1427  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DR1427  Standards:
 DR1427         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DR1427            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DR1427  -------------------------------------------------------------------
 DR1427  NETWORK    0.85   1.43           0.39   0.29   0.73     -0.04584738
 DR1427  -------------------------------------------------------------------
 DR1427  Click here for local accuracies and other accuracy information.
 DR1427
 DR1427.The horizontal coordinates were established by GPS observations
 DR1427.and adjusted by the MN DEPT OF TRANSP in October 2019.
 DR1427
 DR1427.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DR1427.been affixed to the stable North American tectonic plate. See 
 DR1427.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DR1427
 DR1427.The horizontal coordinates are valid at the epoch date displayed above
 DR1427.which is a decimal equivalence of Year/Month/Day.
 DR1427
 DR1427.The orthometric height was determined by GPS observations and a
 DR1427.high-resolution geoid model using precise GPS observation and
 DR1427.processing techniques.
 DR1427
 DR1427.Significant digits in the geoid height do not necessarily reflect accuracy.
 DR1427.GEOID18 height accuracy estimate available here.
 DR1427
 DR1427.Click photographs - Photos may exist for this station.
 DR1427
 DR1427.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DR1427
 DR1427.The Laplace correction was computed from DEFLEC18 derived deflections.
 DR1427
 DR1427.The ellipsoidal height was determined by GPS observations
 DR1427.and is referenced to NAD 83.
 DR1427
 DR1427. The following values were computed from the NAD 83(2011) position.
 DR1427
 DR1427;                    North         East     Units Scale Factor Converg.
 DR1427;SPC MN N     -   242,216.499 1,004,521.511   MT  0.99990401   +2 01 19.8
 DR1427;SPC MN N     -   794,671.96  3,295,667.66   sFT  0.99990401   +2 01 19.8
 DR1427;UTM  15      - 5,291,500.460   696,999.257   MT  1.00007692   +1 56 45.3
 DR1427
 DR1427!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DR1427!SPC MN N     -   0.99996816  x   0.99990401  =   0.99987217
 DR1427!UTM  15      -   0.99996816  x   1.00007692  =   1.00004507
 DR1427
 DR1427_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXN9699991500(NAD 83)
 DR1427
 DR1427                          SUPERSEDED SURVEY CONTROL
 DR1427
 DR1427  NAVD 88 (04/01/21)  233.830  (m)          767.16   (f) ADJUSTED    2 1
 DR1427
 DR1427.Superseded values are not recommended for survey control.
 DR1427
 DR1427.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DR1427.See file dsdata.pdf to determine how the superseded data were derived.
 DR1427
 DR1427_MARKER: I = METAL ROD
 DR1427_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DR1427_STAMPING: 1602 X 2017
 DR1427_MARK LOGO: MNDT
 DR1427_PROJECTION: RECESSED 5 CENTIMETERS
 DR1427_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DR1427_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DR1427_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DR1427+SATELLITE: SATELLITE OBSERVATIONS - October 14, 2025
 DR1427_ROD/PIPE-DEPTH: 7.0 meters
 DR1427
 DR1427  HISTORY     - Date     Condition        Report By
 DR1427  HISTORY     - 20170509 MONUMENTED       MNDT
 DR1427  HISTORY     - 20190604 GOOD             MNDT
 DR1427  HISTORY     - 20251014 GOOD             USPSQD
 DR1427
 DR1427                          STATION DESCRIPTION
 DR1427
 DR1427'DESCRIBED BY MN DEPT OF TRANSP 2017
 DR1427'THE MARK IS LOCATED ABOUT 2.0 MI (3.2 KM) WEST-SOUTHWEST OF GRAND
 DR1427'MARAIS.
 DR1427'
 DR1427'TO REACH THE MARK GO 1.90 MI (3.06 KM) WEST-SOUTHWEST ALONG TRUNK
 DR1427'HIGHWAY 61 FROM THE JUNCTION OF TRUNK HIGHWAY 61 AND COUNTY ROAD 10
 DR1427'(BROADWAY AVENUE) IN GRAND MARIAS, AT TRUNK HIGHWAY 61 MILE POINT
 DR1427'107.80.
 DR1427'
 DR1427'THE MARK IS 31.5 FT (9.6 M) SOUTHEAST OF TRUNK HIGHWAY 61, 15.0 FT
 DR1427'(4.6 M) SOUTHWEST OF AN ENTRANCE TO A CEMETERY, 1.5 FT (0.5 M)
 DR1427'NORTHEAST OF A WITNESS POST.
 DR1427'
 DR1427'NOTE-THE STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM ROD
 DR1427'DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION REMOVABLE DISK
 DR1427'SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH PVC
 DR1427'PIPE BACK FILLED WITH WASHED SAND.
 DR1427
 DR1427                          STATION RECOVERY (2019)
 DR1427
 DR1427'RECOVERY NOTE BY MN DEPT OF TRANSP 2019 (MPP)
 DR1427'2.0 MILES WEST-SOUTHWEST OF GRAND MARAIS, 1.90 MILES WEST-SOUTHWEST
 DR1427'ALONG TRUNK HIGHWAY 61 FROM THE JUNCTION OF TRUNK HIGHWAY 61 AND
 DR1427'COUNTY ROAD 10 (BROADWAY AVENUE) IN GRAND MARAIS, AT TRUNK HIGHWAY 61
 DR1427'MILEPOINT 107.80, 31.5 FEET SOUTHEAST OF TRUNK HIGHWAY 61, 15.0 FEET
 DR1427'SOUTHWEST OF AN ENTRANCE TO A CEMETERY, 1.5 FEET NORTHEAST OF A
 DR1427'WITNESS POST.
 DR1427
 DR1427                          STATION RECOVERY (2025)
 DR1427
 DR1427'RECOVERY NOTE BY US POWER SQUADRON 2025 (SMB)
 DR1427'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DR1429 ***********************************************************************
 DR1429  DESIGNATION -  1603 A
 DR1429  PID         -  DR1429
 DR1429  STATE/COUNTY-  MN/COOK
 DR1429  COUNTRY     -  US
 DR1429  USGS QUAD   -  GRAND MARAIS (2019)
 DR1429
 DR1429                         *CURRENT SURVEY CONTROL
 DR1429  ______________________________________________________________________
 DR1429* NAD 83(2011) POSITION- 47 45 32.40830(N) 090 18 27.93158(W)   ADJUSTED
 DR1429* NAD 83(2011) ELLIP HT-   169.091 (meters)        (09/19/19)   ADJUSTED
 DR1429* NAD 83(2011) EPOCH   -  2010.00
 DR1429* NAVD 88 ORTHO HEIGHT -   200.043 (meters)      656.31  (feet) ADJUSTED
 DR1429  ______________________________________________________________________
 DR1429  GEOID HEIGHT    -        -30.958 (meters)                     GEOID18
 DR1429  NAD 83(2011) X  -    -23,073.867 (meters)                     COMP
 DR1429  NAD 83(2011) Y  - -4,295,645.082 (meters)                     COMP
 DR1429  NAD 83(2011) Z  -  4,699,029.631 (meters)                     COMP
 DR1429  LAPLACE CORR    -        -16.74  (seconds)                    DEFLEC18
 DR1429  DYNAMIC HEIGHT  -        200.089 (meters)      656.46  (feet) COMP
 DR1429  MODELED GRAVITY -    980,835.3   (mgal)                       NAVD 88
 DR1429
 DR1429  VERT ORDER      -  SECOND    CLASS I
 DR1429
 DR1429  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DR1429  Standards:
 DR1429         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DR1429            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DR1429  -------------------------------------------------------------------
 DR1429  NETWORK    0.56   0.98           0.26   0.19   0.50     -0.05161096
 DR1429  -------------------------------------------------------------------
 DR1429  Click here for local accuracies and other accuracy information.
 DR1429
 DR1429.The horizontal coordinates were established by GPS observations
 DR1429.and adjusted by the MN DEPT OF TRANSP in September 2019.
 DR1429
 DR1429.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DR1429.been affixed to the stable North American tectonic plate. See 
 DR1429.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DR1429
 DR1429.The horizontal coordinates are valid at the epoch date displayed above
 DR1429.which is a decimal equivalence of Year/Month/Day.
 DR1429
 DR1429.The orthometric height was determined by differential leveling and
 DR1429.adjusted by the NATIONAL GEODETIC SURVEY
 DR1429.in April 2021.
 DR1429
 DR1429.Significant digits in the geoid height do not necessarily reflect accuracy.
 DR1429.GEOID18 height accuracy estimate available here.
 DR1429
 DR1429.Click photographs - Photos may exist for this station.
 DR1429
 DR1429.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DR1429
 DR1429.The Laplace correction was computed from DEFLEC18 derived deflections.
 DR1429
 DR1429.The ellipsoidal height was determined by GPS observations
 DR1429.and is referenced to NAD 83.
 DR1429
 DR1429.The dynamic height is computed by dividing the NAVD 88
 DR1429.geopotential number by the normal gravity value computed on the
 DR1429.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DR1429.degrees latitude (g = 980.6199 gals.).
 DR1429
 DR1429.The modeled gravity was interpolated from observed gravity values.
 DR1429
 DR1429. The following values were computed from the NAD 83(2011) position.
 DR1429
 DR1429;                    North         East     Units Scale Factor Converg.
 DR1429;SPC MN N     -   243,747.404 1,009,274.924   MT  0.99990370   +2 04 10.8
 DR1429;SPC MN N     -   799,694.61  3,311,262.81   sFT  0.99990370   +2 04 10.8
 DR1429;UTM  15      - 5,293,025.336   701,755.576   MT  1.00010022   +1 59 37.7
 DR1429
 DR1429!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DR1429!SPC MN N     -   0.99997350  x   0.99990370  =   0.99987720
 DR1429!UTM  15      -   0.99997350  x   1.00010022  =   1.00007372
 DR1429
 DR1429_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYN0175593025(NAD 83)
 DR1429
 DR1429                          SUPERSEDED SURVEY CONTROL
 DR1429
 DR1429  NAVD 88 (09/19/19)  200.05   (m)  GEOID12B model used  GPS OBS        
 DR1429
 DR1429.Superseded values are not recommended for survey control.
 DR1429
 DR1429.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DR1429.See file dsdata.pdf to determine how the superseded data were derived.
 DR1429
 DR1429_MARKER: I = METAL ROD
 DR1429_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DR1429_STAMPING: 1603 A 2017
 DR1429_MARK LOGO: MNDT
 DR1429_PROJECTION: RECESSED 5 CENTIMETERS
 DR1429_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DR1429_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DR1429_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DR1429+SATELLITE: SATELLITE OBSERVATIONS - August 24, 2022
 DR1429_ROD/PIPE-DEPTH: 3.4 meters
 DR1429
 DR1429  HISTORY     - Date     Condition        Report By
 DR1429  HISTORY     - 20170503 MONUMENTED       MNDT
 DR1429  HISTORY     - 20190626 GOOD             MNDT
 DR1429  HISTORY     - 20220824 GOOD             MNDT
 DR1429
 DR1429                          STATION DESCRIPTION
 DR1429
 DR1429'DESCRIBED BY MN DEPT OF TRANSP 2017
 DR1429'THE MARK IS LOCATED ABOUT 1.0 MI (1.6 KM) NORTHEAST OF GRAND MARAIS.
 DR1429'
 DR1429'TO REACH THE MARK 0.85 MI (1.37 KM) NORTHEAST ALONG TRUNK HIGHWAY 61
 DR1429'FROM THE JUNCTION OF TRUNK HIGHWAY 61 AND COUNTY ROAD 12 (GUNFLINT
 DR1429'TRAIL) IN GRAND MARIAS, AT TRUNK HIGHWAY 61 MILE POINT 111.90.
 DR1429'
 DR1429'THE MARK IS 64.0 FT (19.5 M) NORTHWEST OF TRUNK HIGHWAY 61, 57.5 FT
 DR1429'(17.5 M) SOUTHWEST OF ELIASEN MILL ROAD, 1.5 FT (0.5 M) NORTHEAST OF A
 DR1429'WITNESS POST.
 DR1429'
 DR1429'NOTE-THE STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM ROD
 DR1429'DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION REMOVABLE DISK
 DR1429'SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH PVC
 DR1429'PIPE BACK FILLED WITH WASHED SAND.
 DR1429
 DR1429                          STATION RECOVERY (2019)
 DR1429
 DR1429'RECOVERY NOTE BY MN DEPT OF TRANSP 2019 (MPP)
 DR1429'1.0 MILE NORTHEAST OF GRAND MARAIS, 0.85 MILE NORTHEAST ALONG TRUNK
 DR1429'HIGHWAY 61 FROM THE JUNCTION OF TRUNK HIGHWAY 61 AND COUNTY ROAD 12
 DR1429'(GUNFLINT TRAIL) IN GRAND MARAIS, AT TRUNK HIGHWAY 61 MILEPOINT
 DR1429'111.90, 64.0 FEET NORTHWEST OF TRUNK HIGHWAY 61, 57.5 FEET SOUTHWEST
 DR1429'OF ELIASEN MILL ROAD, 1.5 FEET NORTHEAST OF A WITNESS POST.
 DR1429
 DR1429                          STATION RECOVERY (2022)
 DR1429
 DR1429'RECOVERY NOTE BY MN DEPT OF TRANSP 2022 (CXR)
 DR1429'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DR1430 ***********************************************************************
 DR1430  HT_MOD      -  This is a Height Modernization Survey Station.
 DR1430  DESIGNATION -  1603 B
 DR1430  PID         -  DR1430
 DR1430  STATE/COUNTY-  MN/COOK
 DR1430  COUNTRY     -  US
 DR1430  USGS QUAD   -  GRAND MARAIS (2019)
 DR1430
 DR1430                         *CURRENT SURVEY CONTROL
 DR1430  ______________________________________________________________________
 DR1430* NAD 83(2011) POSITION- 47 46 19.61028(N) 090 15 18.06814(W)   ADJUSTED
 DR1430* NAD 83(2011) ELLIP HT-   159.758 (meters)        (09/19/19)   ADJUSTED
 DR1430* NAD 83(2011) EPOCH   -  2010.00
 DR1430* NAVD 88 ORTHO HEIGHT -   190.93  (meters)      626.4   (feet) GPS OBS
 DR1430  ______________________________________________________________________
 DR1430  NAVD 88 orthometric height was determined with geoid model    GEOID12B
 DR1430  GEOID HEIGHT    -        -31.176 (meters)                     GEOID12B
 DR1430  GEOID HEIGHT    -        -31.177 (meters)                     GEOID18
 DR1430  NAD 83(2011) X  -    -19,114.953 (meters)                     COMP
 DR1430  NAD 83(2011) Y  - -4,294,578.832 (meters)                     COMP
 DR1430  NAD 83(2011) Z  -  4,700,002.649 (meters)                     COMP
 DR1430  LAPLACE CORR    -        -17.39  (seconds)                    DEFLEC18
 DR1430
 DR1430  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DR1430  Standards:
 DR1430         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DR1430            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DR1430  -------------------------------------------------------------------
 DR1430  NETWORK    0.99   1.88           0.46   0.32   0.96     -0.11375325
 DR1430  -------------------------------------------------------------------
 DR1430  Click here for local accuracies and other accuracy information.
 DR1430
 DR1430.The horizontal coordinates were established by GPS observations
 DR1430.and adjusted by the MN DEPT OF TRANSP in September 2019.
 DR1430
 DR1430.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DR1430.been affixed to the stable North American tectonic plate. See 
 DR1430.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DR1430
 DR1430.The horizontal coordinates are valid at the epoch date displayed above
 DR1430.which is a decimal equivalence of Year/Month/Day.
 DR1430
 DR1430.The orthometric height was determined by GPS observations and a
 DR1430.high-resolution geoid model using precise GPS observation and
 DR1430.processing techniques.
 DR1430
 DR1430.Significant digits in the geoid height do not necessarily reflect accuracy.
 DR1430.GEOID18 height accuracy estimate available here.
 DR1430
 DR1430.Click photographs - Photos may exist for this station.
 DR1430
 DR1430.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DR1430
 DR1430.The Laplace correction was computed from DEFLEC18 derived deflections.
 DR1430
 DR1430.The ellipsoidal height was determined by GPS observations
 DR1430.and is referenced to NAD 83.
 DR1430
 DR1430. The following values were computed from the NAD 83(2011) position.
 DR1430
 DR1430;                    North         East     Units Scale Factor Converg.
 DR1430;SPC MN N     -   245,348.239 1,013,172.302   MT  0.99990342   +2 06 31.5
 DR1430;SPC MN N     -   804,946.68  3,324,049.46   sFT  0.99990342   +2 06 31.5
 DR1430;UTM  15      - 5,294,621.352   705,655.869   MT  1.00011975   +2 01 59.9
 DR1430
 DR1430!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DR1430!SPC MN N     -   0.99997496  x   0.99990342  =   0.99987838
 DR1430!UTM  15      -   0.99997496  x   1.00011975  =   1.00009471
 DR1430
 DR1430_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYN0565594621(NAD 83)
 DR1430
 DR1430                          SUPERSEDED SURVEY CONTROL
 DR1430
 DR1430  NAVD 88 (04/01/21)  190.937  (m)          626.43   (f) ADJUSTED    2 1
 DR1430
 DR1430.Superseded values are not recommended for survey control.
 DR1430
 DR1430.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DR1430.See file dsdata.pdf to determine how the superseded data were derived.
 DR1430
 DR1430_MARKER: I = METAL ROD
 DR1430_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DR1430_STAMPING: 1603 B 2017
 DR1430_MARK LOGO: MNDT
 DR1430_PROJECTION: RECESSED 10 CENTIMETERS
 DR1430_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DR1430_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DR1430_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DR1430+SATELLITE: SATELLITE OBSERVATIONS - June 26, 2019
 DR1430_ROD/PIPE-DEPTH: 3.4 meters
 DR1430
 DR1430  HISTORY     - Date     Condition        Report By
 DR1430  HISTORY     - 20170503 MONUMENTED       MNDT
 DR1430  HISTORY     - 20190626 GOOD             MNDT
 DR1430
 DR1430                          STATION DESCRIPTION
 DR1430
 DR1430'DESCRIBED BY MN DEPT OF TRANSP 2017
 DR1430'THE MARK IS LOCATED ABOUT 4.0 MI (6.4 KM) NORTHEAST OF GRAND MARAIS.
 DR1430'
 DR1430'TO REACH THE MARK GO 3.50 MI (5.63 KM) NORTHEAST ALONG TRUNK HIGHWAY
 DR1430'61 FROM THE JUNCTION OF TRUNK HIGHWAY 61 AND COUNTY ROAD 12 (GUNFLINT
 DR1430'TRAIL) IN GRAND MARIAS, AT TRUNK HIGHWAY 61 MILE POINT 113.70.
 DR1430'
 DR1430'THE MARK IS 62.9 FT (19.2 M) NORTHWEST OF TRUNK HIGHWAY 61, 46.8 FT
 DR1430'(14.3 M) NORTHEAST OF COUNTY ROAD 58 (LINDSKOG ROAD), 1.5 FT (0.5 M)
 DR1430'SOUTHEAST OF A WITNESS POST.
 DR1430'
 DR1430'NOTE-THE STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM ROD
 DR1430'DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION REMOVABLE DISK
 DR1430'SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH PVC
 DR1430'PIPE BACK FILLED WITH WASHED SAND.
 DR1430
 DR1430                          STATION RECOVERY (2019)
 DR1430
 DR1430'RECOVERY NOTE BY MN DEPT OF TRANSP 2019 (MPP)
 DR1430'4.0 MILES NORTHEAST OF GRAND MARAIS, 3.50 MILES NORTHEAST ALONG TRUNK
 DR1430'HIGHWAY 61 FROM THE JUNCTION OF TRUNK HIGHWAY 61 AND COUNTY ROAD 12
 DR1430'(GUNFLINT TRAIL) IN GRAND MARAIS, AT TRUNK HIGHWAY 61 MILEPOINT
 DR1430'113.70, 62.9 FEET NORTHWEST OF TRUNK HIGHWAY 61, 46.8 FEET NORTHEAST
 DR1430'OF COUNTY ROAD 58 (LINDSKOG ROAD), 1.5 FEET SOUTHEAST OF A WITNESS
 DR1430'POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DR1431 ***********************************************************************
 DR1431  HT_MOD      -  This is a Height Modernization Survey Station.
 DR1431  DESIGNATION -  1603 C
 DR1431  PID         -  DR1431
 DR1431  STATE/COUNTY-  MN/COOK
 DR1431  COUNTRY     -  US
 DR1431  USGS QUAD   -  KADUNCE RIVER (2019)
 DR1431
 DR1431                         *CURRENT SURVEY CONTROL
 DR1431  ______________________________________________________________________
 DR1431* NAD 83(2011) POSITION- 47 47 08.28453(N) 090 10 50.35030(W)   ADJUSTED
 DR1431* NAD 83(2011) ELLIP HT-   155.579 (meters)        (09/19/19)   ADJUSTED
 DR1431* NAD 83(2011) EPOCH   -  2010.00
 DR1431* NAVD 88 ORTHO HEIGHT -   187.12  (meters)      613.9   (feet) GPS OBS
 DR1431  ______________________________________________________________________
 DR1431  NAVD 88 orthometric height was determined with geoid model    GEOID12B
 DR1431  GEOID HEIGHT    -        -31.535 (meters)                     GEOID12B
 DR1431  GEOID HEIGHT    -        -31.534 (meters)                     GEOID18
 DR1431  NAD 83(2011) X  -    -13,537.345 (meters)                     COMP
 DR1431  NAD 83(2011) Y  - -4,293,483.912 (meters)                     COMP
 DR1431  NAD 83(2011) Z  -  4,701,009.791 (meters)                     COMP
 DR1431  LAPLACE CORR    -        -18.25  (seconds)                    DEFLEC18
 DR1431
 DR1431  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DR1431  Standards:
 DR1431         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DR1431            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DR1431  -------------------------------------------------------------------
 DR1431  NETWORK    0.91   1.86           0.41   0.32   0.95     -0.03417814
 DR1431  -------------------------------------------------------------------
 DR1431  Click here for local accuracies and other accuracy information.
 DR1431
 DR1431.The horizontal coordinates were established by GPS observations
 DR1431.and adjusted by the MN DEPT OF TRANSP in September 2019.
 DR1431
 DR1431.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DR1431.been affixed to the stable North American tectonic plate. See 
 DR1431.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DR1431
 DR1431.The horizontal coordinates are valid at the epoch date displayed above
 DR1431.which is a decimal equivalence of Year/Month/Day.
 DR1431
 DR1431.The orthometric height was determined by GPS observations and a
 DR1431.high-resolution geoid model using precise GPS observation and
 DR1431.processing techniques.
 DR1431
 DR1431.Significant digits in the geoid height do not necessarily reflect accuracy.
 DR1431.GEOID18 height accuracy estimate available here.
 DR1431
 DR1431.Click photographs - Photos may exist for this station.
 DR1431
 DR1431.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DR1431
 DR1431.The Laplace correction was computed from DEFLEC18 derived deflections.
 DR1431
 DR1431.The ellipsoidal height was determined by GPS observations
 DR1431.and is referenced to NAD 83.
 DR1431
 DR1431. The following values were computed from the NAD 83(2011) position.
 DR1431
 DR1431;                    North         East     Units Scale Factor Converg.
 DR1431;SPC MN N     -   247,058.088 1,018,685.124   MT  0.99990319   +2 09 50.0
 DR1431;SPC MN N     -   810,556.41  3,342,136.11   sFT  0.99990319   +2 09 50.0
 DR1431;UTM  15      - 5,296,324.354   711,172.203   MT  1.00014801   +2 05 20.0
 DR1431
 DR1431!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DR1431!SPC MN N     -   0.99997562  x   0.99990319  =   0.99987881
 DR1431!UTM  15      -   0.99997562  x   1.00014801  =   1.00012362
 DR1431
 DR1431_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYN1117296324(NAD 83)
 DR1431
 DR1431                          SUPERSEDED SURVEY CONTROL
 DR1431
 DR1431  NAVD 88 (04/01/21)  187.114  (m)          613.89   (f) ADJUSTED    2 1
 DR1431
 DR1431.Superseded values are not recommended for survey control.
 DR1431
 DR1431.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DR1431.See file dsdata.pdf to determine how the superseded data were derived.
 DR1431
 DR1431_MARKER: I = METAL ROD
 DR1431_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DR1431_STAMPING: 1603 C 2017
 DR1431_MARK LOGO: MNDT
 DR1431_PROJECTION: RECESSED 10 CENTIMETERS
 DR1431_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DR1431_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DR1431_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DR1431+SATELLITE: SATELLITE OBSERVATIONS - May 03, 2017
 DR1431_ROD/PIPE-DEPTH: 4.0 meters
 DR1431
 DR1431  HISTORY     - Date     Condition        Report By
 DR1431  HISTORY     - 20170503 MONUMENTED       MNDT
 DR1431
 DR1431                          STATION DESCRIPTION
 DR1431
 DR1431'DESCRIBED BY MN DEPT OF TRANSP 2017 (MPP)
 DR1431'THE MARK IS LOCATED ABOUT 3.5 MI (5.6 KM) NORTHEAST OF GRAND MARAIS.
 DR1431'
 DR1431'TO REACH THE MARK GO 3.30 MI (5.31 KM) NORTHEAST ALONG TRUNK HIGHWAY
 DR1431'61 FROM THE JUNCTION OF TRUNK HIGHWAY 61 AND COUNTY ROAD 12 (GUNFLINT
 DR1431'TRAIL) IN GRAND MARIAS, AT TRUNK HIGHWAY 61 MILE POINT 117.50.
 DR1431'
 DR1431'THE MARK IS 32.1 FT (9.8 M) SOUTHEAST OF TRUNK HIGHWAY 61, 10.5 FT
 DR1431'(3.2 M) NORTHWEST OF A WITNESS POST.
 DR1431'
 DR1431'NOTE-THE STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM ROD
 DR1431'DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION REMOVABLE DISK
 DR1431'SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH PVC
 DR1431'PIPE BACK FILLED WITH WASHED SAND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DR1433 ***********************************************************************
 DR1433  HT_MOD      -  This is a Height Modernization Survey Station.
 DR1433  DESIGNATION -  1603 D
 DR1433  PID         -  DR1433
 DR1433  STATE/COUNTY-  MN/COOK
 DR1433  COUNTRY     -  US
 DR1433  USGS QUAD   -  MARR ISLAND (2019)
 DR1433
 DR1433                         *CURRENT SURVEY CONTROL
 DR1433  ______________________________________________________________________
 DR1433* NAD 83(2011) POSITION- 47 47 49.48079(N) 090 07 04.50086(W)   ADJUSTED
 DR1433* NAD 83(2011) ELLIP HT-   153.167 (meters)        (09/19/19)   ADJUSTED
 DR1433* NAD 83(2011) EPOCH   -  2010.00
 DR1433* NAVD 88 ORTHO HEIGHT -   185.01  (meters)      607.0   (feet) GPS OBS
 DR1433  ______________________________________________________________________
 DR1433  NAVD 88 orthometric height was determined with geoid model    GEOID12B
 DR1433  GEOID HEIGHT    -        -31.838 (meters)                     GEOID12B
 DR1433  GEOID HEIGHT    -        -31.838 (meters)                     GEOID18
 DR1433  NAD 83(2011) X  -     -8,834.249 (meters)                     COMP
 DR1433  NAD 83(2011) Y  - -4,292,552.086 (meters)                     COMP
 DR1433  NAD 83(2011) Z  -  4,701,862.830 (meters)                     COMP
 DR1433  LAPLACE CORR    -        -17.15  (seconds)                    DEFLEC18
 DR1433
 DR1433  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DR1433  Standards:
 DR1433         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DR1433            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DR1433  -------------------------------------------------------------------
 DR1433  NETWORK    0.91   1.78           0.41   0.32   0.91     -0.06825293
 DR1433  -------------------------------------------------------------------
 DR1433  Click here for local accuracies and other accuracy information.
 DR1433
 DR1433.The horizontal coordinates were established by GPS observations
 DR1433.and adjusted by the MN DEPT OF TRANSP in September 2019.
 DR1433
 DR1433.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DR1433.been affixed to the stable North American tectonic plate. See 
 DR1433.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DR1433
 DR1433.The horizontal coordinates are valid at the epoch date displayed above
 DR1433.which is a decimal equivalence of Year/Month/Day.
 DR1433
 DR1433.The orthometric height was determined by GPS observations and a
 DR1433.high-resolution geoid model using precise GPS observation and
 DR1433.processing techniques.
 DR1433
 DR1433.Significant digits in the geoid height do not necessarily reflect accuracy.
 DR1433.GEOID18 height accuracy estimate available here.
 DR1433
 DR1433.Click photographs - Photos may exist for this station.
 DR1433
 DR1433.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DR1433
 DR1433.The Laplace correction was computed from DEFLEC18 derived deflections.
 DR1433
 DR1433.The ellipsoidal height was determined by GPS observations
 DR1433.and is referenced to NAD 83.
 DR1433
 DR1433. The following values were computed from the NAD 83(2011) position.
 DR1433
 DR1433;                    North         East     Units Scale Factor Converg.
 DR1433;SPC MN N     -   248,508.758 1,023,333.231   MT  0.99990304   +2 12 37.4
 DR1433;SPC MN N     -   815,315.82  3,357,385.78   sFT  0.99990304   +2 12 37.4
 DR1433;UTM  15      - 5,297,769.326   715,823.395   MT  1.00017242   +2 08 08.8
 DR1433
 DR1433!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DR1433!SPC MN N     -   0.99997599  x   0.99990304  =   0.99987904
 DR1433!UTM  15      -   0.99997599  x   1.00017242  =   1.00014841
 DR1433
 DR1433_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYN1582397769(NAD 83)
 DR1433
 DR1433                          SUPERSEDED SURVEY CONTROL
 DR1433
 DR1433  NAVD 88 (04/01/21)  185.008  (m)          606.98   (f) ADJUSTED    2 1
 DR1433
 DR1433.Superseded values are not recommended for survey control.
 DR1433
 DR1433.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DR1433.See file dsdata.pdf to determine how the superseded data were derived.
 DR1433
 DR1433_MARKER: I = METAL ROD
 DR1433_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DR1433_STAMPING: 1603 D 2017
 DR1433_MARK LOGO: MNDT
 DR1433_PROJECTION: RECESSED 5 CENTIMETERS
 DR1433_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DR1433_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DR1433_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DR1433+SATELLITE: SATELLITE OBSERVATIONS - June 26, 2019
 DR1433_ROD/PIPE-DEPTH: 3.4 meters
 DR1433
 DR1433  HISTORY     - Date     Condition        Report By
 DR1433  HISTORY     - 20170503 MONUMENTED       MNDT
 DR1433  HISTORY     - 20190626 GOOD             MNDT
 DR1433
 DR1433                          STATION DESCRIPTION
 DR1433
 DR1433'DESCRIBED BY MN DEPT OF TRANSP 2017
 DR1433'THE MARK IS LOCATED ABOUT 6.5 MI (10.5 KM) NORTHEAST OF GRAND MARAIS.
 DR1433'
 DR1433'TO REACH THE MARK GO 6.4 MI (10.3 KM) NORTHEAST ALONG TRUNK HIGHWAY 61
 DR1433'FROM THE JUNCTION OF TRUNK HIGHWAY 61 AND COUNTY ROAD 12 (GUNFLINT
 DR1433'TRAIL) IN GRAND MARIAS, AT TRUNK HIGHWAY 61 MILE POINT 120.60.
 DR1433'
 DR1433'THE MARK IS 36.3 FT (11.1 M) NORTH OF TRUNK HIGHWAY 61, 10.0 WEST OF
 DR1433'THE CENTER OF A CULVERT, 1.5 FT (0.5 M) SOUTH OF A WITNESS POST.
 DR1433'
 DR1433'NOTE-THE STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM ROD
 DR1433'DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION REMOVABLE DISK
 DR1433'SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH PVC
 DR1433'PIPE BACK FILLED WITH WASHED SAND.
 DR1433
 DR1433                          STATION RECOVERY (2019)
 DR1433
 DR1433'RECOVERY NOTE BY MN DEPT OF TRANSP 2019 (MPP)
 DR1433'6.5 MILES NORTHEAST OF GRAND MARAIS, 6.4 MILES NORTHEAST ALONG TRUNK
 DR1433'HIGHWAY 61 FROM THE JUNCTION OF TRUNK HIGHWAY 61 AND COUNTY ROAD 12
 DR1433'(GUNFLINT TRAIL) IN GRAND MARAIS, AT TRUNK HIGHWAY 61 MILEPOINT
 DR1433'120.60, 36.3 FEET NORTH OF TRUNK HIGHWAY 61, 10.0 WEST OF THE CENTER
 DR1433'OF A CULVERT, 1.5 FEET SOUTH OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DR1436 ***********************************************************************
 DR1436  HT_MOD      -  This is a Height Modernization Survey Station.
 DR1436  DESIGNATION -  1603 E
 DR1436  PID         -  DR1436
 DR1436  STATE/COUNTY-  MN/COOK
 DR1436  COUNTRY     -  US
 DR1436  USGS QUAD   -  MARR ISLAND (2019)
 DR1436
 DR1436                         *CURRENT SURVEY CONTROL
 DR1436  ______________________________________________________________________
 DR1436* NAD 83(2011) POSITION- 47 48 35.01276(N) 090 04 44.09332(W)   ADJUSTED
 DR1436* NAD 83(2011) ELLIP HT-   154.745 (meters)        (09/19/19)   ADJUSTED
 DR1436* NAD 83(2011) EPOCH   -  2010.00
 DR1436* NAVD 88 ORTHO HEIGHT -   186.75  (meters)      612.7   (feet) GPS OBS
 DR1436  ______________________________________________________________________
 DR1436  NAVD 88 orthometric height was determined with geoid model    GEOID12B
 DR1436  GEOID HEIGHT    -        -32.000 (meters)                     GEOID12B
 DR1436  GEOID HEIGHT    -        -31.999 (meters)                     GEOID18
 DR1436  NAD 83(2011) X  -     -5,910.809 (meters)                     COMP
 DR1436  NAD 83(2011) Y  - -4,291,516.320 (meters)                     COMP
 DR1436  NAD 83(2011) Z  -  4,702,808.575 (meters)                     COMP
 DR1436  LAPLACE CORR    -        -16.51  (seconds)                    DEFLEC18
 DR1436
 DR1436  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DR1436  Standards:
 DR1436         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DR1436            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DR1436  -------------------------------------------------------------------
 DR1436  NETWORK    0.95   1.88           0.43   0.33   0.96     -0.01728750
 DR1436  -------------------------------------------------------------------
 DR1436  Click here for local accuracies and other accuracy information.
 DR1436
 DR1436.The horizontal coordinates were established by GPS observations
 DR1436.and adjusted by the MN DEPT OF TRANSP in September 2019.
 DR1436
 DR1436.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DR1436.been affixed to the stable North American tectonic plate. See 
 DR1436.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DR1436
 DR1436.The horizontal coordinates are valid at the epoch date displayed above
 DR1436.which is a decimal equivalence of Year/Month/Day.
 DR1436
 DR1436.The orthometric height was determined by GPS observations and a
 DR1436.high-resolution geoid model using precise GPS observation and
 DR1436.processing techniques.
 DR1436
 DR1436.Significant digits in the geoid height do not necessarily reflect accuracy.
 DR1436.GEOID18 height accuracy estimate available here.
 DR1436
 DR1436.Click photographs - Photos may exist for this station.
 DR1436
 DR1436.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DR1436
 DR1436.The Laplace correction was computed from DEFLEC18 derived deflections.
 DR1436
 DR1436.The ellipsoidal height was determined by GPS observations
 DR1436.and is referenced to NAD 83.
 DR1436
 DR1436. The following values were computed from the NAD 83(2011) position.
 DR1436
 DR1436;                    North         East     Units Scale Factor Converg.
 DR1436;SPC MN N     -   250,027.231 1,026,197.744   MT  0.99990292   +2 14 21.4
 DR1436;SPC MN N     -   820,297.67  3,366,783.77   sFT  0.99990292   +2 14 21.4
 DR1436;UTM  15      - 5,299,284.499   718,690.672   MT  1.00018773   +2 09 54.5
 DR1436;UTM  16      - 5,299,743.277   269,494.297   MT  1.00025295   -2 16 56.0
 DR1436
 DR1436!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DR1436!SPC MN N     -   0.99997575  x   0.99990292  =   0.99987867
 DR1436!UTM  15      -   0.99997575  x   1.00018773  =   1.00016347
 DR1436!UTM  16      -   0.99997575  x   1.00025295  =   1.00022869
 DR1436
 DR1436_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYN1869099284(NAD 83)
 DR1436
 DR1436                          SUPERSEDED SURVEY CONTROL
 DR1436
 DR1436  NAVD 88 (04/01/21)  186.755  (m)          612.71   (f) ADJUSTED    2 1
 DR1436
 DR1436.Superseded values are not recommended for survey control.
 DR1436
 DR1436.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DR1436.See file dsdata.pdf to determine how the superseded data were derived.
 DR1436
 DR1436_MARKER: I = METAL ROD
 DR1436_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DR1436_STAMPING: 1603 E 2017
 DR1436_MARK LOGO: MNDT
 DR1436_PROJECTION: RECESSED 5 CENTIMETERS
 DR1436_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DR1436_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DR1436_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DR1436+SATELLITE: SATELLITE OBSERVATIONS - June 26, 2019
 DR1436_ROD/PIPE-DEPTH: 7.6 meters
 DR1436
 DR1436  HISTORY     - Date     Condition        Report By
 DR1436  HISTORY     - 20170509 MONUMENTED       MNDT
 DR1436  HISTORY     - 20190626 GOOD             MNDT
 DR1436
 DR1436                          STATION DESCRIPTION
 DR1436
 DR1436'DESCRIBED BY MN DEPT OF TRANSP 2017
 DR1436'THE MARK IS LOCATED ABOUT 5.5 MI (8.8 KM) SOUTHWEST OF HOVLAND.
 DR1436'
 DR1436'TO REACH THE MARK GO 6.2 MI (10.0 KM) SOUTHWEST ALONG TRUNK HIGHWAY 61
 DR1436'FROM THE JUNCTION OF TRUNK HIGHWAY 61 AND COUNTY ROAD 16 (ARROWHEAD
 DR1436'TRAIL), AT TRUNK HIGHWAY 61 MILE POINT 122.70.
 DR1436'
 DR1436'THE MARK IS 39.7 FT (12.1 M) NORTHWEST OF TRUNK HIGHWAY 61, 12.1 FT
 DR1436'(3.7 M) NORTHEAST OF THE NORTHEAST CORNER OF A BOX CULVERT, 1.5 FT
 DR1436'(0.5 M) SOUTHEAST OF A WITNESS POST.
 DR1436'
 DR1436'NOTE-THE STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM ROD
 DR1436'DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION REMOVABLE DISK
 DR1436'SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH PVC
 DR1436'PIPE BACK FILLED WITH WASHED SAND.
 DR1436
 DR1436                          STATION RECOVERY (2019)
 DR1436
 DR1436'RECOVERY NOTE BY MN DEPT OF TRANSP 2019 (MPP)
 DR1436'5.5 MILES SOUTHWEST OF HOVLAND, 6.2 MILES SOUTHWEST ALONG TRUNK
 DR1436'HIGHWAY 61 FROM THE JUNCTION OF TRUNK HIGHWAY 61 AND COUNTY ROAD 16
 DR1436'(ARROWHEAD TRAIL), AT TRUNK HIGHWAY 61 MILEPOINT 122.70, 39.7 FEET
 DR1436'NORTHWEST OF TRUNK HIGHWAY 61, 12.1 FEET NORTHEAST OF THE NORTHEAST
 DR1436'CORNER OF A BOX CULVERT, 1.5 FEET SOUTHEAST OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DR1437 ***********************************************************************
 DR1437  HT_MOD      -  This is a Height Modernization Survey Station.
 DR1437  DESIGNATION -  1603 F
 DR1437  PID         -  DR1437
 DR1437  STATE/COUNTY-  MN/COOK
 DR1437  COUNTRY     -  US
 DR1437  USGS QUAD   -  MARR ISLAND (2019)
 DR1437
 DR1437                         *CURRENT SURVEY CONTROL
 DR1437  ______________________________________________________________________
 DR1437* NAD 83(2011) POSITION- 47 48 43.80362(N) 090 04 09.60649(W)   ADJUSTED
 DR1437* NAD 83(2011) ELLIP HT-   154.687 (meters)        (09/19/19)   ADJUSTED
 DR1437* NAD 83(2011) EPOCH   -  2010.00
 DR1437* NAVD 88 ORTHO HEIGHT -   186.73  (meters)      612.6   (feet) GPS OBS
 DR1437  ______________________________________________________________________
 DR1437  NAVD 88 orthometric height was determined with geoid model    GEOID12B
 DR1437  GEOID HEIGHT    -        -32.041 (meters)                     GEOID12B
 DR1437  GEOID HEIGHT    -        -32.040 (meters)                     GEOID18
 DR1437  NAD 83(2011) X  -     -5,193.037 (meters)                     COMP
 DR1437  NAD 83(2011) Y  - -4,291,316.036 (meters)                     COMP
 DR1437  NAD 83(2011) Z  -  4,702,990.875 (meters)                     COMP
 DR1437  LAPLACE CORR    -        -16.37  (seconds)                    DEFLEC18
 DR1437
 DR1437  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DR1437  Standards:
 DR1437         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DR1437            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DR1437  -------------------------------------------------------------------
 DR1437  NETWORK    0.87   1.78           0.40   0.30   0.91     -0.06086608
 DR1437  -------------------------------------------------------------------
 DR1437  Click here for local accuracies and other accuracy information.
 DR1437
 DR1437.The horizontal coordinates were established by GPS observations
 DR1437.and adjusted by the MN DEPT OF TRANSP in September 2019.
 DR1437
 DR1437.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DR1437.been affixed to the stable North American tectonic plate. See 
 DR1437.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DR1437
 DR1437.The horizontal coordinates are valid at the epoch date displayed above
 DR1437.which is a decimal equivalence of Year/Month/Day.
 DR1437
 DR1437.The orthometric height was determined by GPS observations and a
 DR1437.high-resolution geoid model using precise GPS observation and
 DR1437.processing techniques.
 DR1437
 DR1437.Significant digits in the geoid height do not necessarily reflect accuracy.
 DR1437.GEOID18 height accuracy estimate available here.
 DR1437
 DR1437.Click photographs - Photos may exist for this station.
 DR1437
 DR1437.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DR1437
 DR1437.The Laplace correction was computed from DEFLEC18 derived deflections.
 DR1437
 DR1437.The ellipsoidal height was determined by GPS observations
 DR1437.and is referenced to NAD 83.
 DR1437
 DR1437. The following values were computed from the NAD 83(2011) position.
 DR1437
 DR1437;                    North         East     Units Scale Factor Converg.
 DR1437;SPC MN N     -   250,326.580 1,026,903.995   MT  0.99990290   +2 14 47.0
 DR1437;SPC MN N     -   821,279.79  3,369,100.86   sFT  0.99990290   +2 14 47.0
 DR1437;UTM  15      - 5,299,583.020   719,397.512   MT  1.00019153   +2 10 20.4
 DR1437;UTM  16      - 5,299,986.103   270,222.202   MT  1.00024884   -2 16 30.7
 DR1437
 DR1437!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DR1437!SPC MN N     -   0.99997576  x   0.99990290  =   0.99987866
 DR1437!UTM  15      -   0.99997576  x   1.00019153  =   1.00016728
 DR1437!UTM  16      -   0.99997576  x   1.00024884  =   1.00022459
 DR1437
 DR1437_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYN1939799583(NAD 83)
 DR1437
 DR1437                          SUPERSEDED SURVEY CONTROL
 DR1437
 DR1437  NAVD 88 (04/01/21)  186.756  (m)          612.72   (f) ADJUSTED    2 1
 DR1437
 DR1437.Superseded values are not recommended for survey control.
 DR1437
 DR1437.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DR1437.See file dsdata.pdf to determine how the superseded data were derived.
 DR1437
 DR1437_MARKER: I = METAL ROD
 DR1437_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DR1437_STAMPING: 1603 F 2017
 DR1437_MARK LOGO: MNDT
 DR1437_PROJECTION: RECESSED 13 CENTIMETERS
 DR1437_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DR1437_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DR1437_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DR1437+SATELLITE: SATELLITE OBSERVATIONS - June 26, 2019
 DR1437_ROD/PIPE-DEPTH: 3.4 meters
 DR1437
 DR1437  HISTORY     - Date     Condition        Report By
 DR1437  HISTORY     - 20170509 MONUMENTED       MNDT
 DR1437  HISTORY     - 20190626 GOOD             MNDT
 DR1437
 DR1437                          STATION DESCRIPTION
 DR1437
 DR1437'DESCRIBED BY MN DEPT OF TRANSP 2017
 DR1437'THE MARK IS LOCATED ABOUT 6.0 MI (9.7 KM) SOUTHWEST OF HOVLAND.
 DR1437'
 DR1437'TO REACH THE MARK GO 5.8 MI (9.3 KM) SOUTHWEST ALONG TRUNK HIGHWAY 61
 DR1437'FROM THE JUNCTION OF TRUNK HIGHWAY 61 AND COUNTY ROAD 16 (ARROWHEAD
 DR1437'TRAIL), AT TRUNK HIGHWAY 61 MILE POINT 123.10.
 DR1437'
 DR1437'THE MARK IS 42.9 FT (13.1 M) NORTHWEST OF TRUNK HIGHWAY 61, 24.2 FT
 DR1437'(7.4 M) SOUTHWEST OF THE SOUTHWEST ENTRANCE TO DRIVEWAY NUMBER 3877,
 DR1437'86.6 FT (26.4 M) NORTHEAST OF A WOODEN POWER POLE WITH TWO CABLE
 DR1437'BOXES, 1.5 FT (0.5 M) SOUTHEAST OF A WITNESS POST.
 DR1437'
 DR1437'NOTE-THE STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM ROD
 DR1437'DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION REMOVABLE DISK
 DR1437'SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH PVC
 DR1437'PIPE BACK FILLED WITH WASHED SAND.
 DR1437
 DR1437                          STATION RECOVERY (2019)
 DR1437
 DR1437'RECOVERY NOTE BY MN DEPT OF TRANSP 2019 (MPP)
 DR1437'6.0 MILES SOUTHWEST OF HOVLAND, 5.8 MILES SOUTHWEST ALONG TRUNK
 DR1437'HIGHWAY 61 FROM THE JUNCTION OF TRUNK HIGHWAY 61 AND COUNTY ROAD 16
 DR1437'(ARROWHEAD TRAIL), AT TRUNK HIGHWAY 61 MILEPOINT 123.10, 42.9 FEET
 DR1437'NORTHWEST OF TRUNK HIGHWAY 61, 24.2 FEET SOUTHWEST OF THE SOUTHWEST
 DR1437'ENTRANCE TO DRIVEWAY NUMBER 3877, 86.6 FEET NORTHEAST OF A WOODEN
 DR1437'POWER POLE WITH TWO CABLE BOXES, 1.5 FEET SOUTHEAST OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DR1438 ***********************************************************************
 DR1438  HT_MOD      -  This is a Height Modernization Survey Station.
 DR1438  DESIGNATION -  1603 G
 DR1438  PID         -  DR1438
 DR1438  STATE/COUNTY-  MN/COOK
 DR1438  COUNTRY     -  US
 DR1438  USGS QUAD   -  MARR ISLAND (2019)
 DR1438
 DR1438                         *CURRENT SURVEY CONTROL
 DR1438  ______________________________________________________________________
 DR1438* NAD 83(2011) POSITION- 47 49 37.14961(N) 090 00 33.83959(W)   ADJUSTED
 DR1438* NAD 83(2011) ELLIP HT-   186.696 (meters)        (09/19/19)   ADJUSTED
 DR1438* NAD 83(2011) EPOCH   -  2010.00
 DR1438* NAVD 88 ORTHO HEIGHT -   218.99  (meters)      718.5   (feet) GPS OBS
 DR1438  ______________________________________________________________________
 DR1438  NAVD 88 orthometric height was determined with geoid model    GEOID12B
 DR1438  GEOID HEIGHT    -        -32.295 (meters)                     GEOID12B
 DR1438  GEOID HEIGHT    -        -32.292 (meters)                     GEOID18
 DR1438  NAD 83(2011) X  -      -,703.833 (meters)                     COMP
 DR1438  NAD 83(2011) Y  - -4,290,119.651 (meters)                     COMP
 DR1438  NAD 83(2011) Z  -  4,704,120.936 (meters)                     COMP
 DR1438  LAPLACE CORR    -        -16.26  (seconds)                    DEFLEC18
 DR1438
 DR1438  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DR1438  Standards:
 DR1438         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DR1438            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DR1438  -------------------------------------------------------------------
 DR1438  NETWORK    0.92   1.86           0.42   0.32   0.95     -0.04450376
 DR1438  -------------------------------------------------------------------
 DR1438  Click here for local accuracies and other accuracy information.
 DR1438
 DR1438.The horizontal coordinates were established by GPS observations
 DR1438.and adjusted by the MN DEPT OF TRANSP in September 2019.
 DR1438
 DR1438.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DR1438.been affixed to the stable North American tectonic plate. See 
 DR1438.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DR1438
 DR1438.The horizontal coordinates are valid at the epoch date displayed above
 DR1438.which is a decimal equivalence of Year/Month/Day.
 DR1438
 DR1438.The orthometric height was determined by GPS observations and a
 DR1438.high-resolution geoid model using precise GPS observation and
 DR1438.processing techniques.
 DR1438
 DR1438.Significant digits in the geoid height do not necessarily reflect accuracy.
 DR1438.GEOID18 height accuracy estimate available here.
 DR1438
 DR1438.Click photographs - Photos may exist for this station.
 DR1438
 DR1438.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DR1438
 DR1438.The Laplace correction was computed from DEFLEC18 derived deflections.
 DR1438
 DR1438.The ellipsoidal height was determined by GPS observations
 DR1438.and is referenced to NAD 83.
 DR1438
 DR1438. The following values were computed from the NAD 83(2011) position.
 DR1438
 DR1438;                    North         East     Units Scale Factor Converg.
 DR1438;SPC MN N     -   252,150.379 1,031,323.091   MT  0.99990283   +2 17 26.9
 DR1438;SPC MN N     -   827,263.37  3,383,599.17   sFT  0.99990283   +2 17 26.9
 DR1438;UTM  15      - 5,301,401.673   723,820.282   MT  1.00021562   +2 13 02.3
 DR1438;UTM  16      - 5,301,456.317   274,772.846   MT  1.00022339   -2 13 52.5
 DR1438
 DR1438!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DR1438!SPC MN N     -   0.99997074  x   0.99990283  =   0.99987357
 DR1438!UTM  15      -   0.99997074  x   1.00021562  =   1.00018635
 DR1438!UTM  16      -   0.99997074  x   1.00022339  =   1.00019412
 DR1438
 DR1438_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYP2382001401(NAD 83)
 DR1438
 DR1438                          SUPERSEDED SURVEY CONTROL
 DR1438
 DR1438  NAVD 88 (04/01/21)  218.995  (m)          718.49   (f) ADJUSTED    2 1
 DR1438
 DR1438.Superseded values are not recommended for survey control.
 DR1438
 DR1438.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DR1438.See file dsdata.pdf to determine how the superseded data were derived.
 DR1438
 DR1438_MARKER: DD = SURVEY DISK
 DR1438_SETTING: 66 = SET IN ROCK OUTCROP
 DR1438_STAMPING: 1603 G 2017
 DR1438_MARK LOGO: MNDT
 DR1438_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DR1438_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DR1438+STABILITY: POSITION/ELEVATION WELL
 DR1438_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DR1438+SATELLITE: SATELLITE OBSERVATIONS - June 26, 2019
 DR1438
 DR1438  HISTORY     - Date     Condition        Report By
 DR1438  HISTORY     - 20170509 MONUMENTED       MNDT
 DR1438  HISTORY     - 20190626 GOOD             MNDT
 DR1438
 DR1438                          STATION DESCRIPTION
 DR1438
 DR1438'DESCRIBED BY MN DEPT OF TRANSP 2017
 DR1438'THE MARK IS LOCATED ABOUT 2.5 MI (4.0 KM) SOUTHWEST OF HOVLAND.
 DR1438'
 DR1438'TO REACH THE MARK GO 2.7 MI (4.3 KM) SOUTHWEST ALONG TRUNK HIGHWAY 61
 DR1438'FROM THE JUNCTION OF TRUNK HIGHWAY 61 AND COUNTY ROAD 16 (ARROWHEAD
 DR1438'TRAIL), AT TRUNK HIGHWAY 61 MILE POINT 126.20.
 DR1438'
 DR1438'THE MARK IS 69.9 FT (21.3 M) SOUTHEAST OF TRUNK HIGHWAY 61, 52.2 FT
 DR1438'(15.9 M) SOUTHWEST OF LONE SPRUCE LANE, 25.7 FT (7.8 M) NORTHWEST OF A
 DR1438'POWER POLE, 1.5 FT (0.5 M) NORTHWEST OF A WITNESS POST.
 DR1438
 DR1438                          STATION RECOVERY (2019)
 DR1438
 DR1438'RECOVERY NOTE BY MN DEPT OF TRANSP 2019 (MPP)
 DR1438'2.5 MILES SOUTHWEST OF HOVLAND, 2.7 MILES SOUTHWEST ALONG TRUNK
 DR1438'HIGHWAY 61 FROM THE JUNCTION OF TRUNK HIGHWAY 61 AND COUNTY ROAD 16
 DR1438'(ARROWHEAD TRAIL), AT TRUNK HIGHWAY 61 MILEPOINT 126.20, 69.9 FEET
 DR1438'SOUTHEAST OF TRUNK HIGHWAY 61, 52.2 FEET SOUTHWEST OF LONE SPRUCE
 DR1438'LANE, 25.7 FEET NORTHWEST OF A POWER POLE, 1.5 FEET NORTHWEST OF A
 DR1438'WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DR1441 ***********************************************************************
 DR1441  HT_MOD      -  This is a Height Modernization Survey Station.
 DR1441  DESIGNATION -  1603 H
 DR1441  PID         -  DR1441
 DR1441  STATE/COUNTY-  MN/COOK
 DR1441  COUNTRY     -  US
 DR1441  USGS QUAD   -  HOVLAND (2019)
 DR1441
 DR1441                         *CURRENT SURVEY CONTROL
 DR1441  ______________________________________________________________________
 DR1441* NAD 83(2011) POSITION- 47 52 05.61906(N) 089 53 55.00138(W)   ADJUSTED
 DR1441* NAD 83(2011) ELLIP HT-   154.692 (meters)        (09/19/19)   ADJUSTED
 DR1441* NAD 83(2011) EPOCH   -  2010.00
 DR1441* NAVD 88 ORTHO HEIGHT -   187.45  (meters)      615.0   (feet) GPS OBS
 DR1441  ______________________________________________________________________
 DR1441  NAVD 88 orthometric height was determined with geoid model    GEOID12B
 DR1441  GEOID HEIGHT    -        -32.756 (meters)                     GEOID12B
 DR1441  GEOID HEIGHT    -        -32.755 (meters)                     GEOID18
 DR1441  NAD 83(2011) X  -      7,585.580 (meters)                     COMP
 DR1441  NAD 83(2011) Y  - -4,286,691.885 (meters)                     COMP
 DR1441  NAD 83(2011) Z  -  4,707,174.667 (meters)                     COMP
 DR1441  LAPLACE CORR    -        -14.53  (seconds)                    DEFLEC18
 DR1441
 DR1441  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DR1441  Standards:
 DR1441         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DR1441            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DR1441  -------------------------------------------------------------------
 DR1441  NETWORK    0.92   1.71           0.42   0.31   0.87     -0.12731005
 DR1441  -------------------------------------------------------------------
 DR1441  Click here for local accuracies and other accuracy information.
 DR1441
 DR1441.The horizontal coordinates were established by GPS observations
 DR1441.and adjusted by the MN DEPT OF TRANSP in September 2019.
 DR1441
 DR1441.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DR1441.been affixed to the stable North American tectonic plate. See 
 DR1441.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DR1441
 DR1441.The horizontal coordinates are valid at the epoch date displayed above
 DR1441.which is a decimal equivalence of Year/Month/Day.
 DR1441
 DR1441.The orthometric height was determined by GPS observations and a
 DR1441.high-resolution geoid model using precise GPS observation and
 DR1441.processing techniques.
 DR1441
 DR1441.Significant digits in the geoid height do not necessarily reflect accuracy.
 DR1441.GEOID18 height accuracy estimate available here.
 DR1441
 DR1441.Click photographs - Photos may exist for this station.
 DR1441
 DR1441.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DR1441
 DR1441.The Laplace correction was computed from DEFLEC18 derived deflections.
 DR1441
 DR1441.The ellipsoidal height was determined by GPS observations
 DR1441.and is referenced to NAD 83.
 DR1441
 DR1441. The following values were computed from the NAD 83(2011) position.
 DR1441
 DR1441;                    North         East     Units Scale Factor Converg.
 DR1441;SPC MN N     -   257,069.017 1,039,420.805   MT  0.99990298   +2 22 22.6
 DR1441;SPC MN N     -   843,400.60  3,410,166.42   sFT  0.99990298   +2 22 22.6
 DR1441;UTM  16      - 5,305,722.364   283,235.718   MT  1.00017741   -2 09 01.6
 DR1441
 DR1441!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DR1441!SPC MN N     -   0.99997576  x   0.99990298  =   0.99987874
 DR1441!UTM  16      -   0.99997576  x   1.00017741  =   1.00015316
 DR1441
 DR1441_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBU8323505722(NAD 83)
 DR1441
 DR1441                          SUPERSEDED SURVEY CONTROL
 DR1441
 DR1441  NAVD 88 (04/01/21)  187.470  (m)          615.06   (f) ADJUSTED    2 1
 DR1441
 DR1441.Superseded values are not recommended for survey control.
 DR1441
 DR1441.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DR1441.See file dsdata.pdf to determine how the superseded data were derived.
 DR1441
 DR1441_MARKER: I = METAL ROD
 DR1441_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DR1441_STAMPING: 1603 H 2017
 DR1441_MARK LOGO: MNDT
 DR1441_PROJECTION: RECESSED 10 CENTIMETERS
 DR1441_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DR1441_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DR1441_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DR1441+SATELLITE: SATELLITE OBSERVATIONS - July 09, 2019
 DR1441_ROD/PIPE-DEPTH: 4.3 meters
 DR1441
 DR1441  HISTORY     - Date     Condition        Report By
 DR1441  HISTORY     - 20170510 MONUMENTED       MNDT
 DR1441  HISTORY     - 20190709 GOOD             MNDT
 DR1441
 DR1441                          STATION DESCRIPTION
 DR1441
 DR1441'DESCRIBED BY MN DEPT OF TRANSP 2017
 DR1441'THE MARK IS LOCATED ABOUT 3.5 MI (5.6 KM) NORTHEAST OF HOVLAND.
 DR1441'
 DR1441'TO REACH THE MARK GO 3.5 MI (5.6 KM) NORTHEAST ALONG TRUNK HIGHWAY 61
 DR1441'FROM THE JUNCTION OF TRUNK HIGHWAY 61 AND COUNTY ROAD 16 (ARROWHEAD
 DR1441'TRAIL), AT TRUNK HIGHWAY 61 MILE POINT 132.30.
 DR1441'
 DR1441'THE MARK IS 29.3 FT (8.9 M) SOUTH-SOUTHEAST OF TRUNK HIGHWAY 61, 7.7
 DR1441'FT (2.3 M) SOUTH-SOUTHEAST OF A GUARDRAIL, 169.8 FT (51.8 M) NORTHEAST
 DR1441'OF DRIVEWAY NUMBER 5723, 1.5 FT (0.5 M) NORTH-NORTHWEST OF A WITNESS
 DR1441'POST.
 DR1441'
 DR1441'NOTE-THE STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM ROD
 DR1441'DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION REMOVABLE DISK
 DR1441'SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH PVC
 DR1441'PIPE BACK FILLED WITH WASHED SAND.
 DR1441
 DR1441                          STATION RECOVERY (2019)
 DR1441
 DR1441'RECOVERY NOTE BY MN DEPT OF TRANSP 2019 (MPP)
 DR1441'3.5 MILES NORTHEAST OF HOVLAND, 3.5 MILES NORTHEAST ALONG TRUNK
 DR1441'HIGHWAY 61 FROM THE JUNCTION OF TRUNK HIGHWAY 61 AND COUNTY ROAD 16
 DR1441'(ARROWHEAD TRAIL), AT TRUNK HIGHWAY 61 MILEPOINT 132.30, 29.3 FEET
 DR1441'SOUTH-SOUTHEAST OF TRUNK HIGHWAY 61, 7.7 FEET SOUTH-SOUTHEAST OF A
 DR1441'GUARDRAIL, 169.8 FEET NORTHEAST OF DRIVEWAY NUMBER 5723, 1.5 FEET
 DR1441'NORTH-NORTHWEST OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DR1442 ***********************************************************************
 DR1442  HT_MOD      -  This is a Height Modernization Survey Station.
 DR1442  DESIGNATION -  1603 J
 DR1442  PID         -  DR1442
 DR1442  STATE/COUNTY-  MN/COOK
 DR1442  COUNTRY     -  US
 DR1442  USGS QUAD   -  MINERAL CENTER (2019)
 DR1442
 DR1442                         *CURRENT SURVEY CONTROL
 DR1442  ______________________________________________________________________
 DR1442* NAD 83(2011) POSITION- 47 52 37.91156(N) 089 51 53.03301(W)   ADJUSTED
 DR1442* NAD 83(2011) ELLIP HT-   175.316 (meters)        (09/19/19)   ADJUSTED
 DR1442* NAD 83(2011) EPOCH   -  2010.00
 DR1442* NAVD 88 ORTHO HEIGHT -   208.22  (meters)      683.1   (feet) GPS OBS
 DR1442  ______________________________________________________________________
 DR1442  NAVD 88 orthometric height was determined with geoid model    GEOID12B
 DR1442  GEOID HEIGHT    -        -32.900 (meters)                     GEOID12B
 DR1442  GEOID HEIGHT    -        -32.899 (meters)                     GEOID18
 DR1442  NAD 83(2011) X  -     10,118.669 (meters)                     COMP
 DR1442  NAD 83(2011) Y  - -4,285,960.760 (meters)                     COMP
 DR1442  NAD 83(2011) Z  -  4,707,858.996 (meters)                     COMP
 DR1442  LAPLACE CORR    -        -14.95  (seconds)                    DEFLEC18
 DR1442
 DR1442  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DR1442  Standards:
 DR1442         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DR1442            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DR1442  -------------------------------------------------------------------
 DR1442  NETWORK    0.92   1.76           0.42   0.32   0.90     -0.09567077
 DR1442  -------------------------------------------------------------------
 DR1442  Click here for local accuracies and other accuracy information.
 DR1442
 DR1442.The horizontal coordinates were established by GPS observations
 DR1442.and adjusted by the MN DEPT OF TRANSP in September 2019.
 DR1442
 DR1442.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DR1442.been affixed to the stable North American tectonic plate. See 
 DR1442.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DR1442
 DR1442.The horizontal coordinates are valid at the epoch date displayed above
 DR1442.which is a decimal equivalence of Year/Month/Day.
 DR1442
 DR1442.The orthometric height was determined by GPS observations and a
 DR1442.high-resolution geoid model using precise GPS observation and
 DR1442.processing techniques.
 DR1442
 DR1442.Significant digits in the geoid height do not necessarily reflect accuracy.
 DR1442.GEOID18 height accuracy estimate available here.
 DR1442
 DR1442.Click photographs - Photos may exist for this station.
 DR1442
 DR1442.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DR1442
 DR1442.The Laplace correction was computed from DEFLEC18 derived deflections.
 DR1442
 DR1442.The ellipsoidal height was determined by GPS observations
 DR1442.and is referenced to NAD 83.
 DR1442
 DR1442. The following values were computed from the NAD 83(2011) position.
 DR1442
 DR1442;                    North         East     Units Scale Factor Converg.
 DR1442;SPC MN N     -   258,170.909 1,041,911.381   MT  0.99990308   +2 23 53.0
 DR1442;SPC MN N     -   847,015.72  3,418,337.59   sFT  0.99990308   +2 23 53.0
 DR1442;UTM  16      - 5,306,624.639   285,806.129   MT  1.00016379   -2 07 32.2
 DR1442
 DR1442!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DR1442!SPC MN N     -   0.99997252  x   0.99990308  =   0.99987561
 DR1442!UTM  16      -   0.99997252  x   1.00016379  =   1.00013631
 DR1442
 DR1442_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBU8580606624(NAD 83)
 DR1442
 DR1442                          SUPERSEDED SURVEY CONTROL
 DR1442
 DR1442  NAVD 88 (04/01/21)  208.253  (m)          683.24   (f) ADJUSTED    2 1
 DR1442
 DR1442.Superseded values are not recommended for survey control.
 DR1442
 DR1442.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DR1442.See file dsdata.pdf to determine how the superseded data were derived.
 DR1442
 DR1442_MARKER: I = METAL ROD
 DR1442_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DR1442_STAMPING: 1603 J 2017
 DR1442_MARK LOGO: MNDT
 DR1442_PROJECTION: RECESSED 13 CENTIMETERS
 DR1442_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DR1442_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DR1442_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DR1442+SATELLITE: SATELLITE OBSERVATIONS - July 09, 2019
 DR1442_ROD/PIPE-DEPTH: 3.4 meters
 DR1442
 DR1442  HISTORY     - Date     Condition        Report By
 DR1442  HISTORY     - 20170510 MONUMENTED       MNDT
 DR1442  HISTORY     - 20190709 GOOD             MNDT
 DR1442
 DR1442                          STATION DESCRIPTION
 DR1442
 DR1442'DESCRIBED BY MN DEPT OF TRANSP 2017
 DR1442'THE MARK IS LOCATED ABOUT 4.0 MI (6.4 KM) NORTHEAST OF HOVLAND.
 DR1442'
 DR1442'TO REACH THE MARK GO 4.25 MI (6.84 KM) NORTHEAST ALONG TRUNK HIGHWAY
 DR1442'61 FROM THE JUNCTION OF TRUNK HIGHWAY 61 AND COUNTY ROAD 16 (ARROWHEAD
 DR1442'TRAIL), AT TRUNK HIGHWAY 61 MILE POINT 134.10.
 DR1442'
 DR1442'THE MARK IS 200.0 FT (61.0 M) NORTHWEST OF TRUNK HIGHWAY 61, 33.0 FT
 DR1442'(10.1 M) EAST OF A DRIVEWAY TO SALT SHED, 115.4 FT (35.2 M) EAST OF
 DR1442'THE NORTHWEST OF CORNER OF SHED NUMBER 90265, 1.5 FT (0.5 M) SOUTHEAST
 DR1442'OF A WITNESS POST.
 DR1442'
 DR1442'NOTE-THE STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM ROD
 DR1442'DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION REMOVABLE DISK
 DR1442'SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH PVC
 DR1442'PIPE BACK FILLED WITH WASHED SAND.
 DR1442
 DR1442                          STATION RECOVERY (2019)
 DR1442
 DR1442'RECOVERY NOTE BY MN DEPT OF TRANSP 2019 (MPP)
 DR1442'4.0 MILES NORTHEAST OF HOVLAND, 4.25 MILES NORTHEAST ALONG TRUNK
 DR1442'HIGHWAY 61 FROM THE JUNCTION OF TRUNK HIGHWAY 61 AND COUNTY ROAD 16
 DR1442'(ARROWHEAD TRAIL), AT TRUNK HIGHWAY 61 MILEPOINT 134.10, 200.0 FEET
 DR1442'NORTHWEST OF TRUNK HIGHWAY 61, 33.0 FEET EAST OF A DRIVEWAY TO SALT
 DR1442'SHED, 115.4 FEET EAST OF THE NORTHWEST OF CORNER OF SHED NUMBER 90265,
 DR1442'1.5 FEET SOUTHEAST OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DE8407 ***********************************************************************
 DE8407  DESIGNATION -  1604 A
 DE8407  PID         -  DE8407
 DE8407  STATE/COUNTY-  MN/COOK
 DE8407  COUNTRY     -  US
 DE8407  USGS QUAD   -  MINERAL CENTER (2019)
 DE8407
 DE8407                         *CURRENT SURVEY CONTROL
 DE8407  ______________________________________________________________________
 DE8407* NAD 83(1986) POSITION- 47 53 00.4    (N) 089 50 14.0    (W)   HD_HELD2
 DE8407* NAVD 88 ORTHO HEIGHT -   214.830 (meters)      704.82  (feet) ADJUSTED
 DE8407  ______________________________________________________________________
 DE8407  GEOID HEIGHT    -        -33.024 (meters)                     GEOID18
 DE8407  DYNAMIC HEIGHT  -        214.874 (meters)      704.97  (feet) COMP
 DE8407  MODELED GRAVITY -    980,811.0   (mgal)                       NAVD 88
 DE8407
 DE8407  VERT ORDER      -  SECOND    CLASS I
 DE8407
 DE8407.The horizontal coordinates were established by autonomous hand held GPS
 DE8407.observations and have an estimated accuracy of +/- 10 meters.
 DE8407
 DE8407.The orthometric height was determined by differential leveling and
 DE8407.adjusted by the NATIONAL GEODETIC SURVEY
 DE8407.in April 2021.
 DE8407
 DE8407.Significant digits in the geoid height do not necessarily reflect accuracy.
 DE8407.GEOID18 height accuracy estimate available here.
 DE8407
 DE8407.Click photographs - Photos may exist for this station.
 DE8407
 DE8407.The dynamic height is computed by dividing the NAVD 88
 DE8407.geopotential number by the normal gravity value computed on the
 DE8407.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE8407.degrees latitude (g = 980.6199 gals.).
 DE8407
 DE8407.The modeled gravity was interpolated from observed gravity values.
 DE8407
 DE8407;                    North         East    Units  Estimated Accuracy
 DE8407;SPC MN N     -   258,951.    1,043,938.      MT  (+/- 10 meters HH2 GPS)
 DE8407
 DE8407_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBU8788807242(NAD 83)
 DE8407
 DE8407                          SUPERSEDED SURVEY CONTROL
 DE8407
 DE8407  NAVD 88 (08/10/04)  214.803  (m)          704.73   (f) SUPERSEDED  2 1
 DE8407
 DE8407.Superseded values are not recommended for survey control.
 DE8407
 DE8407.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE8407.See file dsdata.pdf to determine how the superseded data were derived.
 DE8407
 DE8407_MARKER: DD = SURVEY DISK
 DE8407_SETTING: 66 = SET IN ROCK OUTCROP
 DE8407_STAMPING: 1604 A 1997
 DE8407_MARK LOGO: MNDT
 DE8407_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DE8407_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DE8407+STABILITY: POSITION/ELEVATION WELL
 DE8407_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DE8407+SATELLITE: SATELLITE OBSERVATIONS - April 10, 2017
 DE8407
 DE8407  HISTORY     - Date     Condition        Report By
 DE8407  HISTORY     - 1997     MONUMENTED       MNDT
 DE8407  HISTORY     - 20170410 GOOD             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.
 DE8407
 DE8407                          STATION RECOVERY (2017)
 DE8407
 DE8407'RECOVERY NOTE BY MN DEPT OF TRANSP 2017 (MPP)
 DE8407'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DE5686 ***********************************************************************
 DE5686  DESIGNATION -  1604 B
 DE5686  PID         -  DE5686
 DE5686  STATE/COUNTY-  MN/COOK
 DE5686  COUNTRY     -  US
 DE5686  USGS QUAD   -  MINERAL CENTER (2019)
 DE5686
 DE5686                         *CURRENT SURVEY CONTROL
 DE5686  ______________________________________________________________________
 DE5686* NAD 83(2011) POSITION- 47 53 18.23917(N) 089 48 59.48125(W)   ADJUSTED
 DE5686* NAD 83(2011) ELLIP HT-   170.820 (meters)        (06/27/12)   ADJUSTED
 DE5686* NAD 83(2011) EPOCH   -  2010.00
 DE5686* NAVD 88 ORTHO HEIGHT -   203.968 (meters)      669.19  (feet) ADJUSTED
 DE5686  ______________________________________________________________________
 DE5686  GEOID HEIGHT    -        -33.120 (meters)                     GEOID18
 DE5686  NAD 83(2011) X  -     13,721.915 (meters)                     COMP
 DE5686  NAD 83(2011) Y  - -4,285,023.783 (meters)                     COMP
 DE5686  NAD 83(2011) Z  -  4,708,691.005 (meters)                     COMP
 DE5686  LAPLACE CORR    -        -15.10  (seconds)                    DEFLEC18
 DE5686  DYNAMIC HEIGHT  -        204.009 (meters)      669.32  (feet) COMP
 DE5686  MODELED GRAVITY -    980,809.6   (mgal)                       NAVD 88
 DE5686
 DE5686  VERT ORDER      -  SECOND    CLASS I
 DE5686
 DE5686  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DE5686  Standards:
 DE5686         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DE5686            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DE5686  -------------------------------------------------------------------
 DE5686  NETWORK    0.95   0.88           0.44   0.31   0.45     -0.02020264
 DE5686  -------------------------------------------------------------------
 DE5686  Click here for local accuracies and other accuracy information.
 DE5686
 DE5686.The horizontal coordinates were established by GPS observations
 DE5686.and adjusted by the National Geodetic Survey in June 2012.
 DE5686
 DE5686.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DE5686.been affixed to the stable North American tectonic plate. See 
 DE5686.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DE5686
 DE5686.The horizontal coordinates are valid at the epoch date displayed above
 DE5686.which is a decimal equivalence of Year/Month/Day.
 DE5686
 DE5686.The orthometric height was determined by differential leveling and
 DE5686.adjusted by the NATIONAL GEODETIC SURVEY
 DE5686.in April 2021.
 DE5686
 DE5686.Significant digits in the geoid height do not necessarily reflect accuracy.
 DE5686.GEOID18 height accuracy estimate available here.
 DE5686
 DE5686.Click photographs - Photos may exist for this station.
 DE5686
 DE5686.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DE5686
 DE5686.The Laplace correction was computed from DEFLEC18 derived deflections.
 DE5686
 DE5686.The ellipsoidal height was determined by GPS observations
 DE5686.and is referenced to NAD 83.
 DE5686
 DE5686.The dynamic height is computed by dividing the NAVD 88
 DE5686.geopotential number by the normal gravity value computed on the
 DE5686.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE5686.degrees latitude (g = 980.6199 gals.).
 DE5686
 DE5686.The modeled gravity was interpolated from observed gravity values.
 DE5686
 DE5686. The following values were computed from the NAD 83(2011) position.
 DE5686
 DE5686;                    North         East     Units Scale Factor Converg.
 DE5686;SPC MN N     -   259,567.201 1,045,461.071   MT  0.99990324   +2 26 01.6
 DE5686;SPC MN N     -   851,596.73  3,429,983.53   sFT  0.99990324   +2 26 01.6
 DE5686;UTM  16      - 5,307,736.885   289,455.806   MT  1.00014474   -2 05 24.6
 DE5686
 DE5686!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE5686!SPC MN N     -   0.99997323  x   0.99990324  =   0.99987647
 DE5686!UTM  16      -   0.99997323  x   1.00014474  =   1.00011796
 DE5686
 DE5686_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBU8945507736(NAD 83)
 DE5686
 DE5686                          SUPERSEDED SURVEY CONTROL
 DE5686
 DE5686  NAD 83(2007)-  47 53 18.23932(N)    089 48 59.48214(W) AD(2002.00) 0
 DE5686  ELLIP H (02/10/07)  170.824  (m)                       GP(2002.00)    
 DE5686  NAD 83(1994)-  47 53 18.23911(N)    089 48 59.48237(W) AD(       ) 1
 DE5686  ELLIP H (06/25/02)  170.867  (m)                       GP(       ) 4 1
 DE5686  NAVD 88 (08/10/04)  203.942  (m)          669.10   (f) SUPERSEDED  2 1
 DE5686  NAVD 88             203.94   (m)          669.1    (f) LEVELING    3  
 DE5686
 DE5686.Superseded values are not recommended for survey control.
 DE5686
 DE5686.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE5686.See file dsdata.pdf to determine how the superseded data were derived.
 DE5686
 DE5686_MARKER: DD = SURVEY DISK
 DE5686_SETTING: 66 = SET IN ROCK OUTCROP
 DE5686_STAMPING: 1604 B 1997
 DE5686_MARK LOGO: MNDT
 DE5686_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DE5686_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DE5686+STABILITY: POSITION/ELEVATION WELL
 DE5686_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DE5686+SATELLITE: SATELLITE OBSERVATIONS - April 10, 2017
 DE5686
 DE5686  HISTORY     - Date     Condition        Report By
 DE5686  HISTORY     - 1997     MONUMENTED       MNDT
 DE5686  HISTORY     - 19970813 GOOD             MNDT
 DE5686  HISTORY     - 20170410 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.
 DE5686
 DE5686                          STATION RECOVERY (2017)
 DE5686
 DE5686'RECOVERY NOTE BY MN DEPT OF TRANSP 2017 (MPP)
 DE5686'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DE5687 ***********************************************************************
 DE5687  DESIGNATION -  1604 C
 DE5687  PID         -  DE5687
 DE5687  STATE/COUNTY-  MN/COOK
 DE5687  COUNTRY     -  US
 DE5687  USGS QUAD   -  MINERAL CENTER (2019)
 DE5687
 DE5687                         *CURRENT SURVEY CONTROL
 DE5687  ______________________________________________________________________
 DE5687* NAD 83(2011) POSITION- 47 53 31.61903(N) 089 47 50.46322(W)   ADJUSTED
 DE5687* NAD 83(2011) ELLIP HT-   158.157 (meters)        (06/27/12)   ADJUSTED
 DE5687* NAD 83(2011) EPOCH   -  2010.00
 DE5687* NAVD 88 ORTHO HEIGHT -   191.402 (meters)      627.96  (feet) ADJUSTED
 DE5687  ______________________________________________________________________
 DE5687  GEOID HEIGHT    -        -33.211 (meters)                     GEOID18
 DE5687  NAD 83(2011) X  -     15,154.607 (meters)                     COMP
 DE5687  NAD 83(2011) Y  - -4,284,703.884 (meters)                     COMP
 DE5687  NAD 83(2011) Z  -  4,708,958.721 (meters)                     COMP
 DE5687  LAPLACE CORR    -        -15.43  (seconds)                    DEFLEC18
 DE5687  DYNAMIC HEIGHT  -        191.441 (meters)      628.09  (feet) COMP
 DE5687  MODELED GRAVITY -    980,809.3   (mgal)                       NAVD 88
 DE5687
 DE5687  VERT ORDER      -  SECOND    CLASS I
 DE5687
 DE5687  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DE5687  Standards:
 DE5687         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DE5687            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DE5687  -------------------------------------------------------------------
 DE5687  NETWORK    0.80   0.96           0.37   0.26   0.49      0.01860408
 DE5687  -------------------------------------------------------------------
 DE5687  Click here for local accuracies and other accuracy information.
 DE5687
 DE5687.The horizontal coordinates were established by GPS observations
 DE5687.and adjusted by the National Geodetic Survey in June 2012.
 DE5687
 DE5687.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DE5687.been affixed to the stable North American tectonic plate. See 
 DE5687.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DE5687
 DE5687.The horizontal coordinates are valid at the epoch date displayed above
 DE5687.which is a decimal equivalence of Year/Month/Day.
 DE5687
 DE5687.The orthometric height was determined by differential leveling and
 DE5687.adjusted by the NATIONAL GEODETIC SURVEY
 DE5687.in April 2021.
 DE5687
 DE5687.Significant digits in the geoid height do not necessarily reflect accuracy.
 DE5687.GEOID18 height accuracy estimate available here.
 DE5687
 DE5687.Click photographs - Photos may exist for this station.
 DE5687
 DE5687.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DE5687
 DE5687.The Laplace correction was computed from DEFLEC18 derived deflections.
 DE5687
 DE5687.The ellipsoidal height was determined by GPS observations
 DE5687.and is referenced to NAD 83.
 DE5687
 DE5687.The dynamic height is computed by dividing the NAVD 88
 DE5687.geopotential number by the normal gravity value computed on the
 DE5687.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE5687.degrees latitude (g = 980.6199 gals.).
 DE5687
 DE5687.The modeled gravity was interpolated from observed gravity values.
 DE5687
 DE5687. The following values were computed from the NAD 83(2011) position.
 DE5687
 DE5687;                    North         East     Units Scale Factor Converg.
 DE5687;SPC MN N     -   260,041.086 1,046,875.758   MT  0.99990330   +2 26 52.8
 DE5687;SPC MN N     -   853,151.46  3,434,624.88   sFT  0.99990330   +2 26 52.8
 DE5687;UTM  16      - 5,308,097.793   290,903.808   MT  1.00013727   -2 04 33.8
 DE5687
 DE5687!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE5687!SPC MN N     -   0.99997521  x   0.99990330  =   0.99987851
 DE5687!UTM  16      -   0.99997521  x   1.00013727  =   1.00011248
 DE5687
 DE5687_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBU9090308097(NAD 83)
 DE5687
 DE5687|---------------------------------------------------------------------|
 DE5687| PID    Reference Object                     Distance      Geod. Az  |
 DE5687|                                                           dddmmss.s |
 DE5687| DE5711 RCUT TEMP                           140.508 METERS 08248     |
 DE5687|---------------------------------------------------------------------|
 DE5687
 DE5687                          SUPERSEDED SURVEY CONTROL
 DE5687
 DE5687  NAD 83(2007)-  47 53 31.61918(N)    089 47 50.46411(W) AD(2002.00) 0
 DE5687  ELLIP H (02/10/07)  158.162  (m)                       GP(2002.00)    
 DE5687  NAD 83(1994)-  47 53 31.61897(N)    089 47 50.46430(W) AD(       ) 1
 DE5687  ELLIP H (06/25/02)  158.202  (m)                       GP(       ) 4 1
 DE5687  NAVD 88 (08/10/04)  191.378  (m)          627.88   (f) SUPERSEDED  2 1
 DE5687  NAVD 88             191.38   (m)          627.9    (f) LEVELING    3  
 DE5687
 DE5687.Superseded values are not recommended for survey control.
 DE5687
 DE5687.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE5687.See file dsdata.pdf to determine how the superseded data were derived.
 DE5687
 DE5687_MARKER: DD = SURVEY DISK
 DE5687_SETTING: 66 = SET IN ROCK OUTCROP
 DE5687_STAMPING: 1604 C 1997
 DE5687_MARK LOGO: MNDT
 DE5687_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DE5687_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DE5687+STABILITY: POSITION/ELEVATION WELL
 DE5687_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE5687+SATELLITE: SATELLITE OBSERVATIONS - July 11, 2019
 DE5687
 DE5687  HISTORY     - Date     Condition        Report By
 DE5687  HISTORY     - 1997     MONUMENTED       MNDT
 DE5687  HISTORY     - 19970813 GOOD             MNDT
 DE5687  HISTORY     - 20041009 GOOD             USPSQD
 DE5687  HISTORY     - 20170410 GOOD             MNDT
 DE5687  HISTORY     - 20190711 GOOD             MNDT
 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
 DE5687
 DE5687                          STATION RECOVERY (2017)
 DE5687
 DE5687'RECOVERY NOTE BY MN DEPT OF TRANSP 2017 (MPP)
 DE5687'RECOVERED AS DESCRIBED.
 DE5687
 DE5687                          STATION RECOVERY (2019)
 DE5687
 DE5687'RECOVERY NOTE BY MN DEPT OF TRANSP 2019 (MXJ)
 DE5687'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DE5688 ***********************************************************************
 DE5688  DESIGNATION -  1604 D
 DE5688  PID         -  DE5688
 DE5688  STATE/COUNTY-  MN/COOK
 DE5688  COUNTRY     -  US
 DE5688  USGS QUAD   -  MINERAL CENTER (2019)
 DE5688
 DE5688                         *CURRENT SURVEY CONTROL
 DE5688  ______________________________________________________________________
 DE5688* NAD 83(2011) POSITION- 47 54 25.13218(N) 089 45 33.12513(W)   ADJUSTED
 DE5688* NAD 83(2011) ELLIP HT-   152.317 (meters)        (06/27/12)   ADJUSTED
 DE5688* NAD 83(2011) EPOCH   -  2010.00
 DE5688* NAVD 88 ORTHO HEIGHT -   185.754 (meters)      609.43  (feet) ADJUSTED
 DE5688  ______________________________________________________________________
 DE5688  GEOID HEIGHT    -        -33.399 (meters)                     GEOID18
 DE5688  NAD 83(2011) X  -     18,002.334 (meters)                     COMP
 DE5688  NAD 83(2011) Y  - -4,283,462.589 (meters)                     COMP
 DE5688  NAD 83(2011) Z  -  4,710,062.498 (meters)                     COMP
 DE5688  LAPLACE CORR    -        -14.88  (seconds)                    DEFLEC18
 DE5688  DYNAMIC HEIGHT  -        185.792 (meters)      609.55  (feet) COMP
 DE5688  MODELED GRAVITY -    980,810.0   (mgal)                       NAVD 88
 DE5688
 DE5688  VERT ORDER      -  SECOND    CLASS I
 DE5688
 DE5688  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DE5688  Standards:
 DE5688         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DE5688            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DE5688  -------------------------------------------------------------------
 DE5688  NETWORK    1.11   0.94           0.51   0.38   0.48      0.09716631
 DE5688  -------------------------------------------------------------------
 DE5688  Click here for local accuracies and other accuracy information.
 DE5688
 DE5688.The horizontal coordinates were established by GPS observations
 DE5688.and adjusted by the National Geodetic Survey in June 2012.
 DE5688
 DE5688.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DE5688.been affixed to the stable North American tectonic plate. See 
 DE5688.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DE5688
 DE5688.The horizontal coordinates are valid at the epoch date displayed above
 DE5688.which is a decimal equivalence of Year/Month/Day.
 DE5688
 DE5688.The orthometric height was determined by differential leveling and
 DE5688.adjusted by the NATIONAL GEODETIC SURVEY
 DE5688.in April 2021.
 DE5688
 DE5688.Significant digits in the geoid height do not necessarily reflect accuracy.
 DE5688.GEOID18 height accuracy estimate available here.
 DE5688
 DE5688.Click photographs - Photos may exist for this station.
 DE5688
 DE5688.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DE5688
 DE5688.The Laplace correction was computed from DEFLEC18 derived deflections.
 DE5688
 DE5688.The ellipsoidal height was determined by GPS observations
 DE5688.and is referenced to NAD 83.
 DE5688
 DE5688.The dynamic height is computed by dividing the NAVD 88
 DE5688.geopotential number by the normal gravity value computed on the
 DE5688.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE5688.degrees latitude (g = 980.6199 gals.).
 DE5688
 DE5688.The modeled gravity was interpolated from observed gravity values.
 DE5688
 DE5688. The following values were computed from the NAD 83(2011) position.
 DE5688
 DE5688;                    North         East     Units Scale Factor Converg.
 DE5688;SPC MN N     -   261,814.716 1,049,654.294   MT  0.99990359   +2 28 34.6
 DE5688;SPC MN N     -   858,970.45  3,443,740.80   sFT  0.99990359   +2 28 34.6
 DE5688;UTM  16      - 5,309,647.073   293,814.251   MT  1.00012242   -2 02 53.5
 DE5688
 DE5688!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE5688!SPC MN N     -   0.99997613  x   0.99990359  =   0.99987972
 DE5688!UTM  16      -   0.99997613  x   1.00012242  =   1.00009854
 DE5688
 DE5688_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBU9381409647(NAD 83)
 DE5688
 DE5688                          SUPERSEDED SURVEY CONTROL
 DE5688
 DE5688  NAD 83(2007)-  47 54 25.13231(N)    089 45 33.12602(W) AD(2002.00) 0
 DE5688  ELLIP H (02/10/07)  152.322  (m)                       GP(2002.00)    
 DE5688  NAD 83(1994)-  47 54 25.13207(N)    089 45 33.12623(W) AD(       ) 1
 DE5688  ELLIP H (06/25/02)  152.365  (m)                       GP(       ) 4 1
 DE5688  NAVD 88 (08/10/04)  185.732  (m)          609.36   (f) SUPERSEDED  2 1
 DE5688  NAVD 88             185.73   (m)          609.3    (f) LEVELING    3  
 DE5688
 DE5688.Superseded values are not recommended for survey control.
 DE5688
 DE5688.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE5688.See file dsdata.pdf to determine how the superseded data were derived.
 DE5688
 DE5688_MARKER: DD = SURVEY DISK
 DE5688_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DE5688_STAMPING: 1604 D 1997
 DE5688_MARK LOGO: MNDT
 DE5688_PROJECTION: FLUSH
 DE5688_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DE5688_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DE5688_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE5688+SATELLITE: SATELLITE OBSERVATIONS - April 10, 2017
 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  HISTORY     - 20170410 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.
 DE5688
 DE5688                          STATION RECOVERY (2017)
 DE5688
 DE5688'RECOVERY NOTE BY MN DEPT OF TRANSP 2017 (MPP)
 DE5688'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DE5689 ***********************************************************************
 DE5689  DESIGNATION -  1604 E
 DE5689  PID         -  DE5689
 DE5689  STATE/COUNTY-  MN/COOK
 DE5689  COUNTRY     -  US
 DE5689  USGS QUAD   -  GRAND PORTAGE (2019)
 DE5689
 DE5689                         *CURRENT SURVEY CONTROL
 DE5689  ______________________________________________________________________
 DE5689* NAD 83(2011) POSITION- 47 55 02.61816(N) 089 44 34.86100(W)   ADJUSTED
 DE5689* NAD 83(2011) ELLIP HT-   160.823 (meters)        (09/19/19)   ADJUSTED
 DE5689* NAD 83(2011) EPOCH   -  2010.00
 DE5689* NAVD 88 ORTHO HEIGHT -   194.296 (meters)      637.45  (feet) ADJUSTED
 DE5689  ______________________________________________________________________
 DE5689  GEOID HEIGHT    -        -33.479 (meters)                     GEOID18
 DE5689  NAD 83(2011) X  -     19,208.465 (meters)                     COMP
 DE5689  NAD 83(2011) Y  - -4,282,603.810 (meters)                     COMP
 DE5689  NAD 83(2011) Z  -  4,710,844.854 (meters)                     COMP
 DE5689  LAPLACE CORR    -        -14.84  (seconds)                    DEFLEC18
 DE5689  DYNAMIC HEIGHT  -        194.335 (meters)      637.58  (feet) COMP
 DE5689  MODELED GRAVITY -    980,812.2   (mgal)                       NAVD 88
 DE5689
 DE5689  VERT ORDER      -  SECOND    CLASS I
 DE5689
 DE5689  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DE5689  Standards:
 DE5689         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DE5689            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DE5689  -------------------------------------------------------------------
 DE5689  NETWORK    1.01   1.92           0.47   0.33   0.98     -0.08750293
 DE5689  -------------------------------------------------------------------
 DE5689  Click here for local accuracies and other accuracy information.
 DE5689
 DE5689.The horizontal coordinates were established by GPS observations
 DE5689.and adjusted by the MN DEPT OF TRANSP in September 2019.
 DE5689
 DE5689.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DE5689.been affixed to the stable North American tectonic plate. See 
 DE5689.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DE5689
 DE5689.The horizontal coordinates are valid at the epoch date displayed above
 DE5689.which is a decimal equivalence of Year/Month/Day.
 DE5689
 DE5689.The orthometric height was determined by differential leveling and
 DE5689.adjusted by the NATIONAL GEODETIC SURVEY
 DE5689.in April 2021.
 DE5689
 DE5689.Significant digits in the geoid height do not necessarily reflect accuracy.
 DE5689.GEOID18 height accuracy estimate available here.
 DE5689
 DE5689.Click photographs - Photos may exist for this station.
 DE5689
 DE5689.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DE5689
 DE5689.The Laplace correction was computed from DEFLEC18 derived deflections.
 DE5689
 DE5689.The ellipsoidal height was determined by GPS observations
 DE5689.and is referenced to NAD 83.
 DE5689
 DE5689.The dynamic height is computed by dividing the NAVD 88
 DE5689.geopotential number by the normal gravity value computed on the
 DE5689.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE5689.degrees latitude (g = 980.6199 gals.).
 DE5689
 DE5689.The modeled gravity was interpolated from observed gravity values.
 DE5689
 DE5689. The following values were computed from the NAD 83(2011) position.
 DE5689
 DE5689;                    North         East     Units Scale Factor Converg.
 DE5689;SPC MN N     -   263,023.692 1,050,812.724   MT  0.99990384   +2 29 17.7
 DE5689;SPC MN N     -   862,936.90  3,447,541.41   sFT  0.99990384   +2 29 17.7
 DE5689;UTM  16      - 5,310,761.136   295,064.714   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_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBU9506410761(NAD 83)
 DE5689
 DE5689                          SUPERSEDED SURVEY CONTROL
 DE5689
 DE5689  NAD 83(2011)-  47 55 02.61828(N)    089 44 34.86080(W) AD(2010.00) 0
 DE5689  ELLIP H (06/27/12)  160.785  (m)                       GP(2010.00)    
 DE5689  NAD 83(2007)-  47 55 02.61841(N)    089 44 34.86169(W) AD(2002.00) 0
 DE5689  ELLIP H (02/10/07)  160.790  (m)                       GP(2002.00)    
 DE5689  NAD 83(1994)-  47 55 02.61816(N)    089 44 34.86191(W) AD(       ) 1
 DE5689  ELLIP H (06/25/02)  160.833  (m)                       GP(       ) 4 1
 DE5689  NAVD 88 (08/10/04)  194.267  (m)          637.36   (f) SUPERSEDED  2 1
 DE5689  NAVD 88             194.27   (m)          637.4    (f) LEVELING    3  
 DE5689
 DE5689.Superseded values are not recommended for survey control.
 DE5689
 DE5689.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE5689.See file dsdata.pdf to determine how the superseded data were derived.
 DE5689
 DE5689_MARKER: DD = SURVEY DISK
 DE5689_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 DE5689+WITH SETTING: INFORMATION.
 DE5689_STAMPING: 1604 E 1997
 DE5689_MARK LOGO: MNDT
 DE5689_PROJECTION: FLUSH
 DE5689_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DE5689_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DE5689_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE5689+SATELLITE: SATELLITE OBSERVATIONS - July 10, 2019
 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  HISTORY     - 20170410 GOOD             MNDT
 DE5689  HISTORY     - 20190710 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.
 DE5689
 DE5689                          STATION RECOVERY (2017)
 DE5689
 DE5689'RECOVERY NOTE BY MN DEPT OF TRANSP 2017 (MPP)
 DE5689'RECOVERED AS DESCRIBED.
 DE5689
 DE5689                          STATION RECOVERY (2019)
 DE5689
 DE5689'RECOVERY NOTE BY MN DEPT OF TRANSP 2019 (RXJ)
 DE5689'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DE8408 ***********************************************************************
 DE8408  DESIGNATION -  1604 F
 DE8408  PID         -  DE8408
 DE8408  STATE/COUNTY-  MN/COOK
 DE8408  COUNTRY     -  US
 DE8408  USGS QUAD   -  GRAND PORTAGE (2019)
 DE8408
 DE8408                         *CURRENT SURVEY CONTROL
 DE8408  ______________________________________________________________________
 DE8408* NAD 83(1986) POSITION- 47 55 36.04   (N) 089 43 42.86   (W)   HD_HELD1
 DE8408* NAVD 88 ORTHO HEIGHT -   191.999 (meters)      629.92  (feet) ADJUSTED
 DE8408  ______________________________________________________________________
 DE8408  GEOID HEIGHT    -        -33.551 (meters)                     GEOID18
 DE8408  DYNAMIC HEIGHT  -        192.038 (meters)      630.04  (feet) COMP
 DE8408  MODELED GRAVITY -    980,815.4   (mgal)                       NAVD 88
 DE8408
 DE8408  VERT ORDER      -  SECOND    CLASS I
 DE8408
 DE8408.The horizontal coordinates were determined by differentially corrected
 DE8408.hand held GPS observations or other comparable positioning techniques
 DE8408.and have an estimated accuracy of +/- 3 meters.
 DE8408
 DE8408.The orthometric height was determined by differential leveling and
 DE8408.adjusted by the NATIONAL GEODETIC SURVEY
 DE8408.in April 2021.
 DE8408
 DE8408.Significant digits in the geoid height do not necessarily reflect accuracy.
 DE8408.GEOID18 height accuracy estimate available here.
 DE8408
 DE8408.Click photographs - Photos may exist for this station.
 DE8408
 DE8408.The dynamic height is computed by dividing the NAVD 88
 DE8408.geopotential number by the normal gravity value computed on the
 DE8408.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE8408.degrees latitude (g = 980.6199 gals.).
 DE8408
 DE8408.The modeled gravity was interpolated from observed gravity values.
 DE8408
 DE8408;                    North         East    Units  Estimated Accuracy
 DE8408;SPC MN N     -   264,101.8   1,051,846.3     MT  (+/- 3 meters HH1 GPS) 
 DE8408
 DE8408_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBU9618011754(NAD 83)
 DE8408
 DE8408                          SUPERSEDED SURVEY CONTROL
 DE8408
 DE8408  NAVD 88 (08/10/04)  191.972  (m)          629.83   (f) SUPERSEDED  2 1
 DE8408
 DE8408.Superseded values are not recommended for survey control.
 DE8408
 DE8408.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE8408.See file dsdata.pdf to determine how the superseded data were derived.
 DE8408
 DE8408_MARKER: DD = SURVEY DISK
 DE8408_SETTING: 66 = SET IN ROCK OUTCROP
 DE8408_STAMPING: 1604 F 1997
 DE8408_MARK LOGO: MNDT
 DE8408_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DE8408_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DE8408+STABILITY: POSITION/ELEVATION WELL
 DE8408_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DE8408+SATELLITE: SATELLITE OBSERVATIONS - April 11, 2017
 DE8408
 DE8408  HISTORY     - Date     Condition        Report By
 DE8408  HISTORY     - 1997     MONUMENTED       MNDT
 DE8408  HISTORY     - 20170411 GOOD             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.
 DE8408
 DE8408                          STATION RECOVERY (2017)
 DE8408
 DE8408'RECOVERY NOTE BY MN DEPT OF TRANSP 2017 (MPP)
 DE8408'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DE5690 ***********************************************************************
 DE5690  DESIGNATION -  1604 G
 DE5690  PID         -  DE5690
 DE5690  STATE/COUNTY-  MN/COOK
 DE5690  COUNTRY     -  US
 DE5690  USGS QUAD   -  GRAND PORTAGE (2019)
 DE5690
 DE5690                         *CURRENT SURVEY CONTROL
 DE5690  ______________________________________________________________________
 DE5690* NAD 83(2011) POSITION- 47 56 15.12446(N) 089 42 32.35110(W)   ADJUSTED
 DE5690* NAD 83(2011) ELLIP HT-   155.864 (meters)        (06/27/12)   ADJUSTED
 DE5690* NAD 83(2011) EPOCH   -  2010.00
 DE5690* NAVD 88 ORTHO HEIGHT -   189.541 (meters)      621.85  (feet) ADJUSTED
 DE5690  ______________________________________________________________________
 DE5690  GEOID HEIGHT    -        -33.652 (meters)                     GEOID18
 DE5690  NAD 83(2011) X  -     21,743.632 (meters)                     COMP
 DE5690  NAD 83(2011) Y  - -4,280,925.991 (meters)                     COMP
 DE5690  NAD 83(2011) Z  -  4,712,341.778 (meters)                     COMP
 DE5690  LAPLACE CORR    -        -14.61  (seconds)                    DEFLEC18
 DE5690  DYNAMIC HEIGHT  -        189.582 (meters)      621.99  (feet) COMP
 DE5690  MODELED GRAVITY -    980,820.7   (mgal)                       NAVD 88
 DE5690
 DE5690  VERT ORDER      -  SECOND    CLASS I
 DE5690
 DE5690  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DE5690  Standards:
 DE5690         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DE5690            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DE5690  -------------------------------------------------------------------
 DE5690  NETWORK    0.68   0.80           0.32   0.22   0.41     -0.03906433
 DE5690  -------------------------------------------------------------------
 DE5690  Click here for local accuracies and other accuracy information.
 DE5690
 DE5690.The horizontal coordinates were established by GPS observations
 DE5690.and adjusted by the National Geodetic Survey in June 2012.
 DE5690
 DE5690.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DE5690.been affixed to the stable North American tectonic plate. See 
 DE5690.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DE5690
 DE5690.The horizontal coordinates are valid at the epoch date displayed above
 DE5690.which is a decimal equivalence of Year/Month/Day.
 DE5690
 DE5690.The orthometric height was determined by differential leveling and
 DE5690.adjusted by the NATIONAL GEODETIC SURVEY
 DE5690.in April 2021.
 DE5690
 DE5690.Significant digits in the geoid height do not necessarily reflect accuracy.
 DE5690.GEOID18 height accuracy estimate available here.
 DE5690
 DE5690.Click photographs - Photos may exist for this station.
 DE5690
 DE5690.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DE5690
 DE5690.The Laplace correction was computed from DEFLEC18 derived deflections.
 DE5690
 DE5690.The ellipsoidal height was determined by GPS observations
 DE5690.and is referenced to NAD 83.
 DE5690
 DE5690.The dynamic height is computed by dividing the NAVD 88
 DE5690.geopotential number by the normal gravity value computed on the
 DE5690.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE5690.degrees latitude (g = 980.6199 gals.).
 DE5690
 DE5690.The modeled gravity was interpolated from observed gravity values.
 DE5690
 DE5690. The following values were computed from the NAD 83(2011) position.
 DE5690
 DE5690;                    North         East     Units Scale Factor Converg.
 DE5690;SPC MN N     -   265,371.717 1,053,255.450   MT  0.99990440   +2 30 48.5
 DE5690;SPC MN N     -   870,640.37  3,455,555.59   sFT  0.99990440   +2 30 48.5
 DE5690;UTM  16      - 5,312,909.563   297,685.612   MT  1.00010298   -2 00 42.7
 DE5690
 DE5690!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE5690!SPC MN N     -   0.99997557  x   0.99990440  =   0.99987997
 DE5690!UTM  16      -   0.99997557  x   1.00010298  =   1.00007855
 DE5690
 DE5690:                Primary Azimuth Mark                     Grid Az
 DE5690:SPC MN N     -  1604 H                                   036 05 24.6
 DE5690:UTM  16      -  1604 H                                   040 36 55.8
 DE5690
 DE5690_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBU9768512909(NAD 83)
 DE5690
 DE5690|---------------------------------------------------------------------|
 DE5690| PID    Reference Object                     Distance      Geod. Az  |
 DE5690|                                                           dddmmss.s |
 DE5690| DE5691 1604 H                              APPROX. 1.1 KM 0383613.1 |
 DE5690|---------------------------------------------------------------------|
 DE5690
 DE5690                          SUPERSEDED SURVEY CONTROL
 DE5690
 DE5690  NAD 83(2007)-  47 56 15.12458(N)    089 42 32.35201(W) AD(2002.00) 0
 DE5690  ELLIP H (02/10/07)  155.869  (m)                       GP(2002.00)    
 DE5690  NAD 83(1994)-  47 56 15.12427(N)    089 42 32.35232(W) AD(       ) 1
 DE5690  ELLIP H (06/25/02)  155.916  (m)                       GP(       ) 4 1
 DE5690  NAVD 88 (08/10/04)  189.514  (m)          621.76   (f) SUPERSEDED  2 1
 DE5690  NAVD 88             189.52   (m)          621.8    (f) LEVELING    3  
 DE5690
 DE5690.Superseded values are not recommended for survey control.
 DE5690
 DE5690.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE5690.See file dsdata.pdf to determine how the superseded data were derived.
 DE5690
 DE5690_MARKER: DD = SURVEY DISK
 DE5690_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 DE5690+WITH SETTING: INFORMATION.
 DE5690_STAMPING: 1604 G 1997
 DE5690_MARK LOGO: MNDT
 DE5690_PROJECTION: FLUSH
 DE5690_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DE5690_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DE5690_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE5690+SATELLITE: SATELLITE OBSERVATIONS - July 10, 2019
 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  HISTORY     - 20170411 GOOD             MNDT
 DE5690  HISTORY     - 20190710 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.
 DE5690
 DE5690                          STATION RECOVERY (2017)
 DE5690
 DE5690'RECOVERY NOTE BY MN DEPT OF TRANSP 2017 (MPP)
 DE5690'RECOVERED AS DESCRIBED.
 DE5690
 DE5690                          STATION RECOVERY (2019)
 DE5690
 DE5690'RECOVERY NOTE BY MN DEPT OF TRANSP 2019 (HXG)
 DE5690'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DE5691 ***********************************************************************
 DE5691  DESIGNATION -  1604 H
 DE5691  PID         -  DE5691
 DE5691  STATE/COUNTY-  MN/COOK
 DE5691  COUNTRY     -  US
 DE5691  USGS QUAD   -  GRAND PORTAGE (2019)
 DE5691
 DE5691                         *CURRENT SURVEY CONTROL
 DE5691  ______________________________________________________________________
 DE5691* NAD 83(2011) POSITION- 47 56 42.07338(N) 089 42 00.32577(W)   ADJUSTED
 DE5691* NAD 83(2011) ELLIP HT-   179.712 (meters)        (06/27/12)   ADJUSTED
 DE5691* NAD 83(2011) EPOCH   -  2010.00
 DE5691* NAVD 88 ORTHO HEIGHT -   213.432 (meters)      700.23  (feet) ADJUSTED
 DE5691  ______________________________________________________________________
 DE5691  GEOID HEIGHT    -        -33.702 (meters)                     GEOID18
 DE5691  NAD 83(2011) X  -     22,405.150 (meters)                     COMP
 DE5691  NAD 83(2011) Y  - -4,280,320.553 (meters)                     COMP
 DE5691  NAD 83(2011) Z  -  4,712,917.077 (meters)                     COMP
 DE5691  LAPLACE CORR    -        -14.59  (seconds)                    DEFLEC18
 DE5691  DYNAMIC HEIGHT  -        213.478 (meters)      700.39  (feet) COMP
 DE5691  MODELED GRAVITY -    980,821.8   (mgal)                       NAVD 88
 DE5691
 DE5691  VERT ORDER      -  SECOND    CLASS I
 DE5691
 DE5691  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DE5691  Standards:
 DE5691         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DE5691            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DE5691  -------------------------------------------------------------------
 DE5691  NETWORK    1.02   0.88           0.47   0.34   0.45      0.00209039
 DE5691  -------------------------------------------------------------------
 DE5691  Click here for local accuracies and other accuracy information.
 DE5691
 DE5691.The horizontal coordinates were established by GPS observations
 DE5691.and adjusted by the National Geodetic Survey in June 2012.
 DE5691
 DE5691.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DE5691.been affixed to the stable North American tectonic plate. See 
 DE5691.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DE5691
 DE5691.The horizontal coordinates are valid at the epoch date displayed above
 DE5691.which is a decimal equivalence of Year/Month/Day.
 DE5691
 DE5691.The orthometric height was determined by differential leveling and
 DE5691.adjusted by the NATIONAL GEODETIC SURVEY
 DE5691.in April 2021.
 DE5691
 DE5691.Significant digits in the geoid height do not necessarily reflect accuracy.
 DE5691.GEOID18 height accuracy estimate available here.
 DE5691
 DE5691.Click photographs - Photos may exist for this station.
 DE5691
 DE5691.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DE5691
 DE5691.The Laplace correction was computed from DEFLEC18 derived deflections.
 DE5691
 DE5691.The ellipsoidal height was determined by GPS observations
 DE5691.and is referenced to NAD 83.
 DE5691
 DE5691.The dynamic height is computed by dividing the NAVD 88
 DE5691.geopotential number by the normal gravity value computed on the
 DE5691.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE5691.degrees latitude (g = 980.6199 gals.).
 DE5691
 DE5691.The modeled gravity was interpolated from observed gravity values.
 DE5691
 DE5691. The following values were computed from the NAD 83(2011) position.
 DE5691
 DE5691;                    North         East     Units Scale Factor Converg.
 DE5691;SPC MN N     -   266,232.358 1,053,882.814   MT  0.99990464   +2 31 12.3
 DE5691;SPC MN N     -   873,463.99  3,457,613.87   sFT  0.99990464   +2 31 12.3
 DE5691;UTM  16      - 5,313,718.179   298,379.062   MT  1.00009954   -2 00 19.8
 DE5691
 DE5691!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE5691!SPC MN N     -   0.99997183  x   0.99990464  =   0.99987648
 DE5691!UTM  16      -   0.99997183  x   1.00009954  =   1.00007137
 DE5691
 DE5691:                Primary Azimuth Mark                     Grid Az
 DE5691:SPC MN N     -  1604 G                                   216 05 24.6
 DE5691:UTM  16      -  1604 G                                   220 36 56.7
 DE5691
 DE5691_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBU9837913718(NAD 83)
 DE5691
 DE5691|---------------------------------------------------------------------|
 DE5691| PID    Reference Object                     Distance      Geod. Az  |
 DE5691|                                                           dddmmss.s |
 DE5691| DE5690 1604 G                              APPROX. 1.1 KM 2183636.9 |
 DE5691|---------------------------------------------------------------------|
 DE5691
 DE5691                          SUPERSEDED SURVEY CONTROL
 DE5691
 DE5691  NAD 83(2007)-  47 56 42.07350(N)    089 42 00.32668(W) AD(2002.00) 0
 DE5691  ELLIP H (02/10/07)  179.717  (m)                       GP(2002.00)    
 DE5691  NAD 83(1994)-  47 56 42.07320(N)    089 42 00.32698(W) AD(       ) 1
 DE5691  ELLIP H (06/25/02)  179.764  (m)                       GP(       ) 4 1
 DE5691  NAVD 88 (08/10/04)  213.404  (m)          700.14   (f) SUPERSEDED  2 1
 DE5691  NAVD 88             213.41   (m)          700.2    (f) LEVELING    3  
 DE5691
 DE5691.Superseded values are not recommended for survey control.
 DE5691
 DE5691.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE5691.See file dsdata.pdf to determine how the superseded data were derived.
 DE5691
 DE5691_MARKER: DD = SURVEY DISK
 DE5691_SETTING: 66 = SET IN ROCK OUTCROP
 DE5691_STAMPING: 1604 H 1997
 DE5691_MARK LOGO: MNDT
 DE5691_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DE5691_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DE5691+STABILITY: POSITION/ELEVATION WELL
 DE5691_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DE5691+SATELLITE: SATELLITE OBSERVATIONS - April 11, 2017
 DE5691
 DE5691  HISTORY     - Date     Condition        Report By
 DE5691  HISTORY     - 1997     MONUMENTED       MNDT
 DE5691  HISTORY     - 19970813 GOOD             MNDT
 DE5691  HISTORY     - 20170411 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.
 DE5691
 DE5691                          STATION RECOVERY (2017)
 DE5691
 DE5691'RECOVERY NOTE BY MN DEPT OF TRANSP 2017 (MPP)
 DE5691'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DE5693 ***********************************************************************
 DE5693  DESIGNATION -  1604 K
 DE5693  PID         -  DE5693
 DE5693  STATE/COUNTY-  MN/COOK
 DE5693  COUNTRY     -  US
 DE5693  USGS QUAD   -  GRAND PORTAGE (2019)
 DE5693
 DE5693                         *CURRENT SURVEY CONTROL
 DE5693  ______________________________________________________________________
 DE5693* NAD 83(2011) POSITION- 47 58 20.08591(N) 089 41 32.47949(W)   ADJUSTED
 DE5693* NAD 83(2011) ELLIP HT-   200.361 (meters)        (06/27/12)   ADJUSTED
 DE5693* NAD 83(2011) EPOCH   -  2010.00
 DE5693* NAVD 88 ORTHO HEIGHT -   234.174 (meters)      768.29  (feet) ADJUSTED
 DE5693  ______________________________________________________________________
 DE5693  GEOID HEIGHT    -        -33.780 (meters)                     GEOID18
 DE5693  NAD 83(2011) X  -     22,971.007 (meters)                     COMP
 DE5693  NAD 83(2011) Y  - -4,278,083.087 (meters)                     COMP
 DE5693  NAD 83(2011) Z  -  4,714,959.697 (meters)                     COMP
 DE5693  LAPLACE CORR    -        -13.49  (seconds)                    DEFLEC18
 DE5693  DYNAMIC HEIGHT  -        234.223 (meters)      768.45  (feet) COMP
 DE5693  MODELED GRAVITY -    980,815.8   (mgal)                       NAVD 88
 DE5693
 DE5693  VERT ORDER      -  SECOND    CLASS I
 DE5693
 DE5693  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DE5693  Standards:
 DE5693         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DE5693            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DE5693  -------------------------------------------------------------------
 DE5693  NETWORK    0.65   0.78           0.30   0.22   0.40     -0.04746289
 DE5693  -------------------------------------------------------------------
 DE5693  Click here for local accuracies and other accuracy information.
 DE5693
 DE5693.The horizontal coordinates were established by GPS observations
 DE5693.and adjusted by the National Geodetic Survey in June 2012.
 DE5693
 DE5693.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DE5693.been affixed to the stable North American tectonic plate. See 
 DE5693.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DE5693
 DE5693.The horizontal coordinates are valid at the epoch date displayed above
 DE5693.which is a decimal equivalence of Year/Month/Day.
 DE5693
 DE5693.The orthometric height was determined by differential leveling and
 DE5693.adjusted by the NATIONAL GEODETIC SURVEY
 DE5693.in April 2021.
 DE5693
 DE5693.Significant digits in the geoid height do not necessarily reflect accuracy.
 DE5693.GEOID18 height accuracy estimate available here.
 DE5693
 DE5693.Click photographs - Photos may exist for this station.
 DE5693
 DE5693.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DE5693
 DE5693.The Laplace correction was computed from DEFLEC18 derived deflections.
 DE5693
 DE5693.The ellipsoidal height was determined by GPS observations
 DE5693.and is referenced to NAD 83.
 DE5693
 DE5693.The dynamic height is computed by dividing the NAVD 88
 DE5693.geopotential number by the normal gravity value computed on the
 DE5693.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE5693.degrees latitude (g = 980.6199 gals.).
 DE5693
 DE5693.The modeled gravity was interpolated from observed gravity values.
 DE5693
 DE5693. The following values were computed from the NAD 83(2011) position.
 DE5693
 DE5693;                    North         East     Units Scale Factor Converg.
 DE5693;SPC MN N     -   269,281.776 1,054,326.649   MT  0.99990566   +2 31 32.9
 DE5693;SPC MN N     -   883,468.63  3,459,070.01   sFT  0.99990566   +2 31 32.9
 DE5693;UTM  16      - 5,316,723.644   299,062.280   MT  1.00009615   -2 00 02.2
 DE5693
 DE5693!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE5693!SPC MN N     -   0.99996860  x   0.99990566  =   0.99987426
 DE5693!UTM  16      -   0.99996860  x   1.00009615  =   1.00006474
 DE5693
 DE5693:                Primary Azimuth Mark                     Grid Az
 DE5693:SPC MN N     -  1604 L                                   058 33 42.0
 DE5693:UTM  16      -  1604 L                                   063 05 17.1
 DE5693
 DE5693_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBU9906216723(NAD 83)
 DE5693
 DE5693|---------------------------------------------------------------------|
 DE5693| PID    Reference Object                     Distance      Geod. Az  |
 DE5693|                                                           dddmmss.s |
 DE5693| DE5694 1604 L                              APPROX. 1.1 KM 0610514.9 |
 DE5693| DE5692 1604 J                              APPROX. 1.1 KM 1875146.1 |
 DE5693|---------------------------------------------------------------------|
 DE5693
 DE5693                          SUPERSEDED SURVEY CONTROL
 DE5693
 DE5693  NAD 83(2007)-  47 58 20.08602(N)    089 41 32.48040(W) AD(2002.00) 0
 DE5693  ELLIP H (02/10/07)  200.366  (m)                       GP(2002.00)    
 DE5693  NAD 83(1994)-  47 58 20.08570(N)    089 41 32.48071(W) AD(       ) 1
 DE5693  ELLIP H (06/25/02)  200.414  (m)                       GP(       ) 4 1
 DE5693  NAVD 88 (08/10/04)  234.143  (m)          768.18   (f) SUPERSEDED  2 1
 DE5693  NAVD 88             234.15   (m)          768.2    (f) LEVELING    3  
 DE5693
 DE5693.Superseded values are not recommended for survey control.
 DE5693
 DE5693.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE5693.See file dsdata.pdf to determine how the superseded data were derived.
 DE5693
 DE5693_MARKER: DD = SURVEY DISK
 DE5693_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DE5693_STAMPING: 1604 K 1997
 DE5693_MARK LOGO: MNDT
 DE5693_PROJECTION: RECESSED 8 CENTIMETERS
 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 - July 23, 2019
 DE5693_ROD/PIPE-DEPTH: 6.1 meters
 DE5693
 DE5693  HISTORY     - Date     Condition        Report By
 DE5693  HISTORY     - 19970801 MONUMENTED       MNDT
 DE5693  HISTORY     - 19970813 GOOD             MNDT
 DE5693  HISTORY     - 20151123 GOOD             MNDT
 DE5693  HISTORY     - 20170411 GOOD             MNDT
 DE5693  HISTORY     - 20190723 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.
 DE5693
 DE5693                          STATION RECOVERY (2015)
 DE5693
 DE5693'RECOVERY NOTE BY MN DEPT OF TRANSP 2015 (MPP)
 DE5693'RECOVERED AS DESCRIBED.
 DE5693
 DE5693                          STATION RECOVERY (2017)
 DE5693
 DE5693'RECOVERY NOTE BY MN DEPT OF TRANSP 2017 (MPP)
 DE5693'RECOVERED AS DESCRIBED.
 DE5693
 DE5693                          STATION RECOVERY (2019)
 DE5693
 DE5693'RECOVERY NOTE BY MN DEPT OF TRANSP 2019 (MXJ)
 DE5693'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DE5694 ***********************************************************************
 DE5694  HT_MOD      -  This is a Height Modernization Survey Station.
 DE5694  DESIGNATION -  1604 L
 DE5694  PID         -  DE5694
 DE5694  STATE/COUNTY-  MN/COOK
 DE5694  COUNTRY     -  US
 DE5694  USGS QUAD   -  GRAND PORTAGE (2019)
 DE5694
 DE5694                         *CURRENT SURVEY CONTROL
 DE5694  ______________________________________________________________________
 DE5694* NAD 83(2011) POSITION- 47 58 36.95962(N) 089 40 46.97300(W)   ADJUSTED
 DE5694* NAD 83(2011) ELLIP HT-   249.310 (meters)        (09/19/19)   ADJUSTED
 DE5694* NAD 83(2011) EPOCH   -  2010.00
 DE5694* NAVD 88 ORTHO HEIGHT -   283.16  (meters)      929.0   (feet) GPS OBS
 DE5694  ______________________________________________________________________
 DE5694  NAVD 88 orthometric height was determined with geoid model    GEOID12B
 DE5694  GEOID HEIGHT    -        -33.846 (meters)                     GEOID12B
 DE5694  GEOID HEIGHT    -        -33.840 (meters)                     GEOID18
 DE5694  NAD 83(2011) X  -     23,912.863 (meters)                     COMP
 DE5694  NAD 83(2011) Y  - -4,277,723.532 (meters)                     COMP
 DE5694  NAD 83(2011) Z  -  4,715,344.969 (meters)                     COMP
 DE5694  LAPLACE CORR    -        -12.23  (seconds)                    DEFLEC18
 DE5694
 DE5694  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DE5694  Standards:
 DE5694         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DE5694            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DE5694  -------------------------------------------------------------------
 DE5694  NETWORK    1.27   2.16           0.58   0.43   1.10     -0.24059247
 DE5694  -------------------------------------------------------------------
 DE5694  Click here for local accuracies and other accuracy information.
 DE5694
 DE5694.The horizontal coordinates were established by GPS observations
 DE5694.and adjusted by the MN DEPT OF TRANSP in September 2019.
 DE5694
 DE5694.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DE5694.been affixed to the stable North American tectonic plate. See 
 DE5694.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DE5694
 DE5694.The horizontal coordinates are valid at the epoch date displayed above
 DE5694.which is a decimal equivalence of Year/Month/Day.
 DE5694
 DE5694.The orthometric height was determined by GPS observations and a
 DE5694.high-resolution geoid model using precise GPS observation and
 DE5694.processing techniques.
 DE5694
 DE5694.Significant digits in the geoid height do not necessarily reflect accuracy.
 DE5694.GEOID18 height accuracy estimate available here.
 DE5694
 DE5694.Click photographs - Photos may exist for this station.
 DE5694
 DE5694.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DE5694
 DE5694.The Laplace correction was computed from DEFLEC18 derived deflections.
 DE5694
 DE5694.The ellipsoidal height was determined by GPS observations
 DE5694.and is referenced to NAD 83.
 DE5694
 DE5694. The following values were computed from the NAD 83(2011) position.
 DE5694
 DE5694;                    North         East     Units Scale Factor Converg.
 DE5694;SPC MN N     -   269,844.047 1,055,246.412   MT  0.99990586   +2 32 06.7
 DE5694;SPC MN N     -   885,313.34  3,462,087.60   sFT  0.99990586   +2 32 06.7
 DE5694;UTM  16      - 5,317,211.665   300,023.728   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 34.8
 DE5694:UTM  16      -  1604 M                                   067 12 10.4
 DE5694
 DE5694_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCU0002317211(NAD 83)
 DE5694
 DE5694|---------------------------------------------------------------------|
 DE5694| PID    Reference Object                     Distance      Geod. Az  |
 DE5694|                                                           dddmmss.s |
 DE5694| DE5695 1604 M                              APPROX. 0.7 KM 0651241.5 |
 DE5694|---------------------------------------------------------------------|
 DE5694
 DE5694                          SUPERSEDED SURVEY CONTROL
 DE5694
 DE5694  NAD 83(2011)-  47 58 36.96010(N)    089 40 46.97293(W) AD(2010.00) 0
 DE5694  ELLIP H (06/27/12)  249.264  (m)                       GP(2010.00)    
 DE5694  NAD 83(2007)-  47 58 36.96021(N)    089 40 46.97384(W) AD(2002.00) 0
 DE5694  ELLIP H (02/10/07)  249.270  (m)                       GP(2002.00)    
 DE5694  NAD 83(1994)-  47 58 36.96000(N)    089 40 46.97410(W) AD(       ) 1
 DE5694  ELLIP H (06/25/02)  249.314  (m)                       GP(       ) 4 1
 DE5694  NAVD 88 (04/01/21)  283.133  (m)          928.91   (f) ADJUSTED    2 1
 DE5694  NAVD 88 (08/10/04)  283.105  (m)          928.82   (f) SUPERSEDED  2 1
 DE5694  NAVD 88             283.11   (m)          928.8    (f) LEVELING    3  
 DE5694
 DE5694.Superseded values are not recommended for survey control.
 DE5694
 DE5694.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE5694.See file dsdata.pdf to determine how the superseded data were derived.
 DE5694
 DE5694_MARKER: DD = SURVEY DISK
 DE5694_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 DE5694_SP_SET: FOOTINGS OF SMALL-MEDIUM STRUCTU
 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 - July 23, 2019
 DE5694
 DE5694  HISTORY     - Date     Condition        Report By
 DE5694  HISTORY     - 19970801 MONUMENTED       MNDT
 DE5694  HISTORY     - 19970813 GOOD             MNDT
 DE5694  HISTORY     - 20151123 GOOD             MNDT
 DE5694  HISTORY     - 20170411 GOOD             MNDT
 DE5694  HISTORY     - 20190723 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.
 DE5694
 DE5694                          STATION RECOVERY (2015)
 DE5694
 DE5694'RECOVERY NOTE BY MN DEPT OF TRANSP 2015 (MPP)
 DE5694'RECOVERED AS DESCRIBED.
 DE5694
 DE5694                          STATION RECOVERY (2017)
 DE5694
 DE5694'RECOVERY NOTE BY MN DEPT OF TRANSP 2017 (MPP)
 DE5694'RECOVERED AS DESCRIBED.
 DE5694
 DE5694                          STATION RECOVERY (2019)
 DE5694
 DE5694'RECOVERY NOTE BY MN DEPT OF TRANSP 2019 (MXJ)
 DE5694'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DE5695 ***********************************************************************
 DE5695  DESIGNATION -  1604 M
 DE5695  PID         -  DE5695
 DE5695  STATE/COUNTY-  MN/COOK
 DE5695  COUNTRY     -  US
 DE5695  USGS QUAD   -  GRAND PORTAGE (2019)
 DE5695
 DE5695                         *CURRENT SURVEY CONTROL
 DE5695  ______________________________________________________________________
 DE5695* NAD 83(2011) POSITION- 47 58 46.52300(N) 089 40 16.12706(W)   ADJUSTED
 DE5695* NAD 83(2011) ELLIP HT-   281.770 (meters)        (06/27/12)   ADJUSTED
 DE5695* NAD 83(2011) EPOCH   -  2010.00
 DE5695* NAVD 88 ORTHO HEIGHT -   315.661 (meters)     1035.63  (feet) ADJUSTED
 DE5695  ______________________________________________________________________
 DE5695  GEOID HEIGHT    -        -33.878 (meters)                     GEOID18
 DE5695  NAD 83(2011) X  -     24,551.442 (meters)                     COMP
 DE5695  NAD 83(2011) Y  - -4,277,522.200 (meters)                     COMP
 DE5695  NAD 83(2011) Z  -  4,715,566.819 (meters)                     COMP
 DE5695  LAPLACE CORR    -        -12.21  (seconds)                    DEFLEC18
 DE5695  DYNAMIC HEIGHT  -        315.728 (meters)     1035.85  (feet) COMP
 DE5695  MODELED GRAVITY -    980,815.5   (mgal)                       NAVD 88
 DE5695
 DE5695  VERT ORDER      -  SECOND    CLASS I
 DE5695
 DE5695  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DE5695  Standards:
 DE5695         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DE5695            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DE5695  -------------------------------------------------------------------
 DE5695  NETWORK    1.35   1.14           0.63   0.43   0.58      0.00761333
 DE5695  -------------------------------------------------------------------
 DE5695  Click here for local accuracies and other accuracy information.
 DE5695
 DE5695.The horizontal coordinates were established by GPS observations
 DE5695.and adjusted by the National Geodetic Survey in June 2012.
 DE5695
 DE5695.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DE5695.been affixed to the stable North American tectonic plate. See 
 DE5695.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DE5695
 DE5695.The horizontal coordinates are valid at the epoch date displayed above
 DE5695.which is a decimal equivalence of Year/Month/Day.
 DE5695
 DE5695.The orthometric height was determined by differential leveling and
 DE5695.adjusted by the NATIONAL GEODETIC SURVEY
 DE5695.in April 2021.
 DE5695
 DE5695.Significant digits in the geoid height do not necessarily reflect accuracy.
 DE5695.GEOID18 height accuracy estimate available here.
 DE5695
 DE5695.Click photographs - Photos may exist for this station.
 DE5695
 DE5695.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DE5695
 DE5695.The Laplace correction was computed from DEFLEC18 derived deflections.
 DE5695
 DE5695.The ellipsoidal height was determined by GPS observations
 DE5695.and is referenced to NAD 83.
 DE5695
 DE5695.The dynamic height is computed by dividing the NAVD 88
 DE5695.geopotential number by the normal gravity value computed on the
 DE5695.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE5695.degrees latitude (g = 980.6199 gals.).
 DE5695
 DE5695.The modeled gravity was interpolated from observed gravity values.
 DE5695
 DE5695. The following values were computed from the NAD 83(2011) position.
 DE5695
 DE5695;                    North         East     Units Scale Factor Converg.
 DE5695;SPC MN N     -   270,167.432 1,055,872.326   MT  0.99990598   +2 32 29.5
 DE5695;SPC MN N     -   886,374.32  3,464,141.12   sFT  0.99990598   +2 32 29.5
 DE5695;UTM  16      - 5,317,484.694   300,673.331   MT  1.00008823   -1 59 06.2
 DE5695
 DE5695!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE5695!SPC MN N     -   0.99995584  x   0.99990598  =   0.99986182
 DE5695!UTM  16      -   0.99995584  x   1.00008823  =   1.00004407
 DE5695
 DE5695:                Primary Azimuth Mark                     Grid Az
 DE5695:SPC MN N     -  1604 L                                   242 40 34.9
 DE5695:UTM  16      -  1604 L                                   247 12 10.6
 DE5695
 DE5695_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCU0067317484(NAD 83)
 DE5695
 DE5695|---------------------------------------------------------------------|
 DE5695| PID    Reference Object                     Distance      Geod. Az  |
 DE5695|                                                           dddmmss.s |
 DE5695| DE5694 1604 L                              APPROX. 0.7 KM 2451304.4 |
 DE5695|---------------------------------------------------------------------|
 DE5695
 DE5695                          SUPERSEDED SURVEY CONTROL
 DE5695
 DE5695  NAD 83(2007)-  47 58 46.52310(N)    089 40 16.12797(W) AD(2002.00) 0
 DE5695  ELLIP H (02/10/07)  281.775  (m)                       GP(2002.00)    
 DE5695  NAD 83(1994)-  47 58 46.52286(N)    089 40 16.12829(W) AD(       ) 1
 DE5695  ELLIP H (06/25/02)  281.817  (m)                       GP(       ) 4 1
 DE5695  NAVD 88 (08/10/04)  315.634  (m)         1035.54   (f) SUPERSEDED  2 1
 DE5695  NAVD 88             315.64   (m)         1035.6    (f) LEVELING    3  
 DE5695
 DE5695.Superseded values are not recommended for survey control.
 DE5695
 DE5695.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE5695.See file dsdata.pdf to determine how the superseded data were derived.
 DE5695
 DE5695_MARKER: DD = SURVEY DISK
 DE5695_SETTING: 66 = SET IN ROCK OUTCROP
 DE5695_STAMPING: 1604 M 1997
 DE5695_MARK LOGO: MNDT
 DE5695_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DE5695_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DE5695+STABILITY: POSITION/ELEVATION WELL
 DE5695_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DE5695+SATELLITE: SATELLITE OBSERVATIONS - April 11, 2017
 DE5695
 DE5695  HISTORY     - Date     Condition        Report By
 DE5695  HISTORY     - 19970801 MONUMENTED       MNDT
 DE5695  HISTORY     - 19970813 GOOD             MNDT
 DE5695  HISTORY     - 20151123 GOOD             MNDT
 DE5695  HISTORY     - 20170411 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.
 DE5695
 DE5695                          STATION RECOVERY (2015)
 DE5695
 DE5695'RECOVERY NOTE BY MN DEPT OF TRANSP 2015 (MPP)
 DE5695'RECOVERED AS DESCRIBED.
 DE5695
 DE5695                          STATION RECOVERY (2017)
 DE5695
 DE5695'RECOVERY NOTE BY MN DEPT OF TRANSP 2017 (MPP)
 DE5695'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DE8409 ***********************************************************************
 DE8409  DESIGNATION -  1604 N
 DE8409  PID         -  DE8409
 DE8409  STATE/COUNTY-  MN/COOK
 DE8409  COUNTRY     -  US
 DE8409  USGS QUAD   -  GRAND PORTAGE (2019)
 DE8409
 DE8409                         *CURRENT SURVEY CONTROL
 DE8409  ______________________________________________________________________
 DE8409* NAD 83(1986) POSITION- 47 59 00.95   (N) 089 39 47.81   (W)   HD_HELD1
 DE8409* NAVD 88 ORTHO HEIGHT -   342.605 (meters)     1124.03  (feet) ADJUSTED
 DE8409  ______________________________________________________________________
 DE8409  GEOID HEIGHT    -        -33.918 (meters)                     GEOID18
 DE8409  DYNAMIC HEIGHT  -        342.678 (meters)     1124.27  (feet) COMP
 DE8409  MODELED GRAVITY -    980,814.0   (mgal)                       NAVD 88
 DE8409
 DE8409  VERT ORDER      -  SECOND    CLASS I
 DE8409
 DE8409.The horizontal coordinates were determined by differentially corrected
 DE8409.hand held GPS observations or other comparable positioning techniques
 DE8409.and have an estimated accuracy of +/- 3 meters.
 DE8409
 DE8409.The orthometric height was determined by differential leveling and
 DE8409.adjusted by the NATIONAL GEODETIC SURVEY
 DE8409.in April 2021.
 DE8409
 DE8409.Significant digits in the geoid height do not necessarily reflect accuracy.
 DE8409.GEOID18 height accuracy estimate available here.
 DE8409
 DE8409.Click photographs - Photos may exist for this station.
 DE8409
 DE8409.The dynamic height is computed by dividing the NAVD 88
 DE8409.geopotential number by the normal gravity value computed on the
 DE8409.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE8409.degrees latitude (g = 980.6199 gals.).
 DE8409
 DE8409.The modeled gravity was interpolated from observed gravity values.
 DE8409
 DE8409;                    North         East    Units  Estimated Accuracy
 DE8409;SPC MN N     -   270,638.6   1,056,439.1     MT  (+/- 3 meters HH1 GPS) 
 DE8409
 DE8409_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCU0127517909(NAD 83)
 DE8409
 DE8409                          SUPERSEDED SURVEY CONTROL
 DE8409
 DE8409  NAVD 88 (08/10/04)  342.590  (m)         1123.98   (f) SUPERSEDED  2 1
 DE8409
 DE8409.Superseded values are not recommended for survey control.
 DE8409
 DE8409.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE8409.See file dsdata.pdf to determine how the superseded data were derived.
 DE8409
 DE8409_MARKER: DD = SURVEY DISK
 DE8409_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 DE8409+WITH SETTING: INFORMATION.
 DE8409_STAMPING: 1604 N 1997
 DE8409_MARK LOGO: MNDT
 DE8409_PROJECTION: FLUSH
 DE8409_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DE8409_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DE8409_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DE8409+SATELLITE: SATELLITE OBSERVATIONS - April 11, 2017
 DE8409_ROD/PIPE-DEPTH: 2.1 meters
 DE8409
 DE8409  HISTORY     - Date     Condition        Report By
 DE8409  HISTORY     - 1997     MONUMENTED       MNDT
 DE8409  HISTORY     - 20170411 GOOD             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.
 DE8409
 DE8409                          STATION RECOVERY (2017)
 DE8409
 DE8409'RECOVERY NOTE BY MN DEPT OF TRANSP 2017 (MPP)
 DE8409'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DE5696 ***********************************************************************
 DE5696  DESIGNATION -  1604 Q
 DE5696  PID         -  DE5696
 DE5696  STATE/COUNTY-  MN/COOK
 DE5696  COUNTRY     -  US
 DE5696  USGS QUAD   -  GRAND PORTAGE (2019)
 DE5696
 DE5696                         *CURRENT SURVEY CONTROL
 DE5696  ______________________________________________________________________
 DE5696* NAD 83(2011) POSITION- 47 59 30.75726(N) 089 38 23.00460(W)   ADJUSTED
 DE5696* NAD 83(2011) ELLIP HT-   232.288 (meters)        (09/19/19)   ADJUSTED
 DE5696* NAD 83(2011) EPOCH   -  2010.00
 DE5696* NAVD 88 ORTHO HEIGHT -   266.336 (meters)      873.80  (feet) ADJUSTED
 DE5696  ______________________________________________________________________
 DE5696  GEOID HEIGHT    -        -34.038 (meters)                     GEOID18
 DE5696  NAD 83(2011) X  -     26,890.782 (meters)                     COMP
 DE5696  NAD 83(2011) Y  - -4,276,459.877 (meters)                     COMP
 DE5696  NAD 83(2011) Z  -  4,716,444.528 (meters)                     COMP
 DE5696  LAPLACE CORR    -        -12.62  (seconds)                    DEFLEC18
 DE5696  DYNAMIC HEIGHT  -        266.391 (meters)      873.98  (feet) COMP
 DE5696  MODELED GRAVITY -    980,811.1   (mgal)                       NAVD 88
 DE5696
 DE5696  VERT ORDER      -  SECOND    CLASS I
 DE5696
 DE5696  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DE5696  Standards:
 DE5696         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DE5696            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DE5696  -------------------------------------------------------------------
 DE5696  NETWORK    1.04   1.61           0.47   0.34   0.82     -0.40649054
 DE5696  -------------------------------------------------------------------
 DE5696  Click here for local accuracies and other accuracy information.
 DE5696
 DE5696.The horizontal coordinates were established by GPS observations
 DE5696.and adjusted by the MN DEPT OF TRANSP in September 2019.
 DE5696
 DE5696.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DE5696.been affixed to the stable North American tectonic plate. See 
 DE5696.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DE5696
 DE5696.The horizontal coordinates are valid at the epoch date displayed above
 DE5696.which is a decimal equivalence of Year/Month/Day.
 DE5696
 DE5696.The orthometric height was determined by differential leveling and
 DE5696.adjusted by the NATIONAL GEODETIC SURVEY
 DE5696.in April 2021.
 DE5696
 DE5696.Significant digits in the geoid height do not necessarily reflect accuracy.
 DE5696.GEOID18 height accuracy estimate available here.
 DE5696
 DE5696.Click photographs - Photos may exist for this station.
 DE5696
 DE5696.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DE5696
 DE5696.The Laplace correction was computed from DEFLEC18 derived deflections.
 DE5696
 DE5696.The ellipsoidal height was determined by GPS observations
 DE5696.and is referenced to NAD 83.
 DE5696
 DE5696.The dynamic height is computed by dividing the NAVD 88
 DE5696.geopotential number by the normal gravity value computed on the
 DE5696.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE5696.degrees latitude (g = 980.6199 gals.).
 DE5696
 DE5696.The modeled gravity was interpolated from observed gravity values.
 DE5696
 DE5696. The following values were computed from the NAD 83(2011) position.
 DE5696
 DE5696;                    North         East     Units Scale Factor Converg.
 DE5696;SPC MN N     -   271,636.651 1,058,154.515   MT  0.99990654   +2 33 53.4
 DE5696;SPC MN N     -   891,194.58  3,471,628.60   sFT  0.99990654   +2 33 53.4
 DE5696;UTM  16      - 5,318,769.436   303,064.780   MT  1.00007658   -1 57 43.5
 DE5696
 DE5696!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE5696!SPC MN N     -   0.99996359  x   0.99990654  =   0.99987014
 DE5696!UTM  16      -   0.99996359  x   1.00007658  =   1.00004017
 DE5696
 DE5696_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCU0306418769(NAD 83)
 DE5696
 DE5696                          SUPERSEDED SURVEY CONTROL
 DE5696
 DE5696  NAD 83(2011)-  47 59 30.75868(N)    089 38 23.00603(W) AD(2010.00) 0
 DE5696  ELLIP H (06/27/12)  232.301  (m)                       GP(2010.00)    
 DE5696  NAD 83(2007)-  47 59 30.75878(N)    089 38 23.00694(W) AD(2002.00) 0
 DE5696  ELLIP H (02/10/07)  232.307  (m)                       GP(2002.00)    
 DE5696  NAD 83(1994)-  47 59 30.75867(N)    089 38 23.00723(W) AD(       ) 1
 DE5696  ELLIP H (06/25/02)  232.347  (m)                       GP(       ) 4 1
 DE5696  NAVD 88 (08/10/04)  266.339  (m)          873.81   (f) SUPERSEDED  2 1
 DE5696  NAVD 88             266.34   (m)          873.8    (f) LEVELING    3  
 DE5696
 DE5696.Superseded values are not recommended for survey control.
 DE5696
 DE5696.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE5696.See file dsdata.pdf to determine how the superseded data were derived.
 DE5696
 DE5696_MARKER: DD = SURVEY DISK
 DE5696_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DE5696_STAMPING: 1604 Q 1997
 DE5696_MARK LOGO: MNDT
 DE5696_PROJECTION: FLUSH
 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 - July 24, 2019
 DE5696
 DE5696  HISTORY     - Date     Condition        Report By
 DE5696  HISTORY     - 1997     MONUMENTED       MNDT
 DE5696  HISTORY     - 19970813 GOOD             MNDT
 DE5696  HISTORY     - 20070523 GOOD             MNDT
 DE5696  HISTORY     - 20170411 GOOD             MNDT
 DE5696  HISTORY     - 20190724 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.
 DE5696
 DE5696                          STATION RECOVERY (2007)
 DE5696
 DE5696'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (DRB)
 DE5696'2.75 MI (4.42 KM) NORTHEAST OF GRAND PORTAGE, 2.8 MI (4.5 KM)
 DE5696'NORTHEAST ALONG TRUNK HIGHWAY 61  FROM THE JUNCTION OF TRUNK HIGHWAY
 DE5696'61 AND COUNTY ROAD 73 IN GRAND PORTAGE, AT TRUNK HIGHWAY 61 MILE POINT
 DE5696'148.2, 51.2 FT (15.6 M) SOUTHEAST OF TRUNK HIGHWAY 61, 2.4 FT (0.7 M)
 DE5696'SOUTHEAST OF GUARD RAIL, 2.5 FT (0.8 M) NORTHWEST OF A WITNESS POST.
 DE5696
 DE5696                          STATION RECOVERY (2017)
 DE5696
 DE5696'RECOVERY NOTE BY MN DEPT OF TRANSP 2017 (MPP)
 DE5696'RECOVERED AS DESCRIBED.
 DE5696
 DE5696                          STATION RECOVERY (2019)
 DE5696
 DE5696'RECOVERY NOTE BY MN DEPT OF TRANSP 2019 (DXW)
 DE5696'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DE8406 ***********************************************************************
 DE8406  DESIGNATION -  1604 R
 DE8406  PID         -  DE8406
 DE8406  STATE/COUNTY-  MN/COOK
 DE8406  COUNTRY     -  US
 DE8406  USGS QUAD   -  PIGEON POINT (2019)
 DE8406
 DE8406                         *CURRENT SURVEY CONTROL
 DE8406  ______________________________________________________________________
 DE8406* NAD 83(1986) POSITION- 47 59 47.58   (N) 089 37 25.83   (W)   HD_HELD1
 DE8406* NAVD 88 ORTHO HEIGHT -   216.631 (meters)      710.73  (feet) ADJUSTED
 DE8406  ______________________________________________________________________
 DE8406  GEOID HEIGHT    -        -34.109 (meters)                     GEOID18
 DE8406  DYNAMIC HEIGHT  -        216.675 (meters)      710.87  (feet) COMP
 DE8406  MODELED GRAVITY -    980,811.4   (mgal)                       NAVD 88
 DE8406
 DE8406  VERT ORDER      -  SECOND    CLASS I
 DE8406
 DE8406.The horizontal coordinates were determined by differentially corrected
 DE8406.hand held GPS observations or other comparable positioning techniques
 DE8406.and have an estimated accuracy of +/- 3 meters.
 DE8406
 DE8406.The orthometric height was determined by differential leveling and
 DE8406.adjusted by the NATIONAL GEODETIC SURVEY
 DE8406.in April 2021.
 DE8406
 DE8406.Significant digits in the geoid height do not necessarily reflect accuracy.
 DE8406.GEOID18 height accuracy estimate available here.
 DE8406
 DE8406.Click photographs - Photos may exist for this station.
 DE8406
 DE8406.The dynamic height is computed by dividing the NAVD 88
 DE8406.geopotential number by the normal gravity value computed on the
 DE8406.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE8406.degrees latitude (g = 980.6199 gals.).
 DE8406
 DE8406.The modeled gravity was interpolated from observed gravity values.
 DE8406
 DE8406;                    North         East    Units  Estimated Accuracy
 DE8406;SPC MN N     -   272,208.8   1,059,315.2     MT  (+/- 3 meters HH1 GPS) 
 DE8406
 DE8406_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCU0426719248(NAD 83)
 DE8406
 DE8406                          SUPERSEDED SURVEY CONTROL
 DE8406
 DE8406  NAVD 88 (08/10/04)  216.596  (m)          710.62   (f) SUPERSEDED  2 1
 DE8406
 DE8406.Superseded values are not recommended for survey control.
 DE8406
 DE8406.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE8406.See file dsdata.pdf to determine how the superseded data were derived.
 DE8406
 DE8406_MARKER: DD = SURVEY DISK
 DE8406_SETTING: 66 = SET IN ROCK OUTCROP
 DE8406_STAMPING: 1604 R 1997
 DE8406_MARK LOGO: MNDT
 DE8406_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DE8406_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DE8406+STABILITY: POSITION/ELEVATION WELL
 DE8406_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DE8406+SATELLITE: SATELLITE OBSERVATIONS - April 11, 2017
 DE8406
 DE8406  HISTORY     - Date     Condition        Report By
 DE8406  HISTORY     - 1997     MONUMENTED       MNDT
 DE8406  HISTORY     - 20170411 GOOD             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.
 DE8406
 DE8406                          STATION RECOVERY (2017)
 DE8406
 DE8406'RECOVERY NOTE BY MN DEPT OF TRANSP 2017 (MPP)
 DE8406'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DR1444 ***********************************************************************
 DR1444  HT_MOD      -  This is a Height Modernization Survey Station.
 DR1444  DESIGNATION -  1604 S
 DR1444  PID         -  DR1444
 DR1444  STATE/COUNTY-  MN/COOK
 DR1444  COUNTRY     -  US
 DR1444  USGS QUAD   -  MINERAL CENTER (2019)
 DR1444
 DR1444                         *CURRENT SURVEY CONTROL
 DR1444  ______________________________________________________________________
 DR1444* NAD 83(2011) POSITION- 47 53 01.36207(N) 089 49 36.89828(W)   ADJUSTED
 DR1444* NAD 83(2011) ELLIP HT-   156.529 (meters)        (09/19/19)   ADJUSTED
 DR1444* NAD 83(2011) EPOCH   -  2010.00
 DR1444* NAVD 88 ORTHO HEIGHT -   189.61  (meters)      622.1   (feet) GPS OBS
 DR1444  ______________________________________________________________________
 DR1444  NAVD 88 orthometric height was determined with geoid model    GEOID12B
 DR1444  GEOID HEIGHT    -        -33.073 (meters)                     GEOID12B
 DR1444  GEOID HEIGHT    -        -33.074 (meters)                     GEOID18
 DR1444  NAD 83(2011) X  -     12,945.739 (meters)                     COMP
 DR1444  NAD 83(2011) Y  - -4,285,403.303 (meters)                     COMP
 DR1444  NAD 83(2011) Z  -  4,708,330.835 (meters)                     COMP
 DR1444  LAPLACE CORR    -        -14.95  (seconds)                    DEFLEC18
 DR1444
 DR1444  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DR1444  Standards:
 DR1444         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DR1444            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DR1444  -------------------------------------------------------------------
 DR1444  NETWORK    0.96   1.76           0.45   0.31   0.90     -0.10079410
 DR1444  -------------------------------------------------------------------
 DR1444  Click here for local accuracies and other accuracy information.
 DR1444
 DR1444.The horizontal coordinates were established by GPS observations
 DR1444.and adjusted by the MN DEPT OF TRANSP in September 2019.
 DR1444
 DR1444.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DR1444.been affixed to the stable North American tectonic plate. See 
 DR1444.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DR1444
 DR1444.The horizontal coordinates are valid at the epoch date displayed above
 DR1444.which is a decimal equivalence of Year/Month/Day.
 DR1444
 DR1444.The orthometric height was determined by GPS observations and a
 DR1444.high-resolution geoid model using precise GPS observation and
 DR1444.processing techniques.
 DR1444
 DR1444.Significant digits in the geoid height do not necessarily reflect accuracy.
 DR1444.GEOID18 height accuracy estimate available here.
 DR1444
 DR1444.Click photographs - Photos may exist for this station.
 DR1444
 DR1444.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DR1444
 DR1444.The Laplace correction was computed from DEFLEC18 derived deflections.
 DR1444
 DR1444.The ellipsoidal height was determined by GPS observations
 DR1444.and is referenced to NAD 83.
 DR1444
 DR1444. The following values were computed from the NAD 83(2011) position.
 DR1444
 DR1444;                    North         East     Units Scale Factor Converg.
 DR1444;SPC MN N     -   259,013.508 1,044,706.609   MT  0.99990317   +2 25 33.9
 DR1444;SPC MN N     -   849,780.15  3,427,508.27   sFT  0.99990317   +2 25 33.9
 DR1444;UTM  16      - 5,307,244.304   288,659.828   MT  1.00014887   -2 05 51.9
 DR1444
 DR1444!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DR1444!SPC MN N     -   0.99997547  x   0.99990317  =   0.99987864
 DR1444!UTM  16      -   0.99997547  x   1.00014887  =   1.00012433
 DR1444
 DR1444_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBU8865907244(NAD 83)
 DR1444
 DR1444                          SUPERSEDED SURVEY CONTROL
 DR1444
 DR1444  NAVD 88 (04/01/21)  189.639  (m)          622.17   (f) ADJUSTED    2 1
 DR1444
 DR1444.Superseded values are not recommended for survey control.
 DR1444
 DR1444.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DR1444.See file dsdata.pdf to determine how the superseded data were derived.
 DR1444
 DR1444_MARKER: I = METAL ROD
 DR1444_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DR1444_STAMPING: 1604 S 2017
 DR1444_MARK LOGO: MNDT
 DR1444_PROJECTION: RECESSED 8 CENTIMETERS
 DR1444_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DR1444_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DR1444_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DR1444+SATELLITE: SATELLITE OBSERVATIONS - July 10, 2019
 DR1444_ROD/PIPE-DEPTH: 3.4 meters
 DR1444
 DR1444  HISTORY     - Date     Condition        Report By
 DR1444  HISTORY     - 20170510 MONUMENTED       MNDT
 DR1444  HISTORY     - 20190710 GOOD             MNDT
 DR1444
 DR1444                          STATION DESCRIPTION
 DR1444
 DR1444'DESCRIBED BY MN DEPT OF TRANSP 2017
 DR1444'THE MARK IS LOCATED ABOUT 8.0 MI (12.9 KM) SOUTHWEST OF GRAND PORTAGE.
 DR1444'TO REACH THE MARK GO 8.10 MI (13.03 KM) SOUTHWEST ALONG TRUNK HIGHWAY
 DR1444'61 FROM THE JUNCTION OF TRUNK HIGHWAY 61 AND COUNTY ROAD 17 IN GRAND
 DR1444'PORTAGE, AT TRUNK HIGHWAY 61 MILE POINT 135.95.
 DR1444'
 DR1444'THE MARK IS 32.6 FT (9.9 M) SOUTH-SOUTHEAST OF TRUNK HIGHWAY 61, 42.0
 DR1444'FT (12.8 M) OF SOUTHWEST OF A CABLE PEDESTAL, 38.5 FT (11.7 M)
 DR1444'NORTHEAST OF THE END OF A GUARDRAIL, 1.5 FT (0.5 M) NORTH-NORTHWEST OF
 DR1444'A WITNESS POST.
 DR1444'
 DR1444'NOTE-THE STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM ROD
 DR1444'DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION REMOVABLE DISK
 DR1444'SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH PVC
 DR1444'PIPE BACK FILLED WITH WASHED SAND.
 DR1444
 DR1444                          STATION RECOVERY (2019)
 DR1444
 DR1444'RECOVERY NOTE BY MN DEPT OF TRANSP 2019 (MPP)
 DR1444'8.0 MILES SOUTHWEST OF GRAND PORTAGE, 8.10 MILES SOUTHWEST ALONG TRUNK
 DR1444'HIGHWAY 61 FROM THE JUNCTION OF TRUNK HIGHWAY 61 AND COUNTY ROAD 17 IN
 DR1444'GRAND PORTAGE, AT TRUNK HIGHWAY 61 MILEPOINT 135.95, 32.6 FEET
 DR1444'SOUTH-SOUTHEAST OF TRUNK HIGHWAY 61, 42.0 FEET OF SOUTHWEST OF A CABLE
 DR1444'PEDESTAL, 38.5 FEET NORTHEAST OF THE END OF A GUARDRAIL, 1.5 FEET
 DR1444'NORTH-NORTHWEST OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DR1445 ***********************************************************************
 DR1445  HT_MOD      -  This is a Height Modernization Survey Station.
 DR1445  DESIGNATION -  1604 T
 DR1445  PID         -  DR1445
 DR1445  STATE/COUNTY-  MN/COOK
 DR1445  COUNTRY     -  US
 DR1445  USGS QUAD   -  MINERAL CENTER (2019)
 DR1445
 DR1445                         *CURRENT SURVEY CONTROL
 DR1445  ______________________________________________________________________
 DR1445* NAD 83(2011) POSITION- 47 53 23.90376(N) 089 48 30.97149(W)   ADJUSTED
 DR1445* NAD 83(2011) ELLIP HT-   170.909 (meters)        (09/19/19)   ADJUSTED
 DR1445* NAD 83(2011) EPOCH   -  2010.00
 DR1445* NAVD 88 ORTHO HEIGHT -   204.07  (meters)      669.5   (feet) GPS OBS
 DR1445  ______________________________________________________________________
 DR1445  NAVD 88 orthometric height was determined with geoid model    GEOID12B
 DR1445  GEOID HEIGHT    -        -33.155 (meters)                     GEOID12B
 DR1445  GEOID HEIGHT    -        -33.157 (meters)                     GEOID18
 DR1445  NAD 83(2011) X  -     14,313.755 (meters)                     COMP
 DR1445  NAD 83(2011) Y  - -4,284,892.113 (meters)                     COMP
 DR1445  NAD 83(2011) Z  -  4,708,808.393 (meters)                     COMP
 DR1445  LAPLACE CORR    -        -15.22  (seconds)                    DEFLEC18
 DR1445
 DR1445  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DR1445  Standards:
 DR1445         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DR1445            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DR1445  -------------------------------------------------------------------
 DR1445  NETWORK    1.29   2.47           0.61   0.39   1.26     -0.14389786
 DR1445  -------------------------------------------------------------------
 DR1445  Click here for local accuracies and other accuracy information.
 DR1445
 DR1445.The horizontal coordinates were established by GPS observations
 DR1445.and adjusted by the MN DEPT OF TRANSP in September 2019.
 DR1445
 DR1445.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DR1445.been affixed to the stable North American tectonic plate. See 
 DR1445.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DR1445
 DR1445.The horizontal coordinates are valid at the epoch date displayed above
 DR1445.which is a decimal equivalence of Year/Month/Day.
 DR1445
 DR1445.The orthometric height was determined by GPS observations and a
 DR1445.high-resolution geoid model using precise GPS observation and
 DR1445.processing techniques.
 DR1445
 DR1445.Significant digits in the geoid height do not necessarily reflect accuracy.
 DR1445.GEOID18 height accuracy estimate available here.
 DR1445
 DR1445.Click photographs - Photos may exist for this station.
 DR1445
 DR1445.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DR1445
 DR1445.The Laplace correction was computed from DEFLEC18 derived deflections.
 DR1445
 DR1445.The ellipsoidal height was determined by GPS observations
 DR1445.and is referenced to NAD 83.
 DR1445
 DR1445. The following values were computed from the NAD 83(2011) position.
 DR1445
 DR1445;                    North         East     Units Scale Factor Converg.
 DR1445;SPC MN N     -   259,767.158 1,046,045.291   MT  0.99990327   +2 26 22.7
 DR1445;SPC MN N     -   852,252.75  3,431,900.26   sFT  0.99990327   +2 26 22.7
 DR1445;UTM  16      - 5,307,890.174   290,054.122   MT  1.00014165   -2 05 03.6
 DR1445
 DR1445!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DR1445!SPC MN N     -   0.99997321  x   0.99990327  =   0.99987649
 DR1445!UTM  16      -   0.99997321  x   1.00014165  =   1.00011486
 DR1445
 DR1445_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBU9005407890(NAD 83)
 DR1445
 DR1445                          SUPERSEDED SURVEY CONTROL
 DR1445
 DR1445  NAVD 88 (04/01/21)  204.076  (m)          669.54   (f) ADJUSTED    2 1
 DR1445
 DR1445.Superseded values are not recommended for survey control.
 DR1445
 DR1445.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DR1445.See file dsdata.pdf to determine how the superseded data were derived.
 DR1445
 DR1445_MARKER: I = METAL ROD
 DR1445_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DR1445_STAMPING: 1604 T 2017
 DR1445_MARK LOGO: MNDT
 DR1445_PROJECTION: RECESSED 8 CENTIMETERS
 DR1445_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DR1445_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DR1445_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DR1445+SATELLITE: SATELLITE OBSERVATIONS - July 11, 2019
 DR1445_ROD/PIPE-DEPTH: 3.7 meters
 DR1445
 DR1445  HISTORY     - Date     Condition        Report By
 DR1445  HISTORY     - 20170510 MONUMENTED       MNDT
 DR1445  HISTORY     - 20190711 GOOD             MNDT
 DR1445
 DR1445                          STATION DESCRIPTION
 DR1445
 DR1445'DESCRIBED BY MN DEPT OF TRANSP 2017
 DR1445'THE MARK IS LOCATED ABOUT 7.0 MILES SOUTHWEST OF GRAND PORTAGE.
 DR1445'
 DR1445'TO REACH THE MARK GO 7.1 MILES SOUTHWEST ALONG TRUNK HIGHWAY 61 FROM
 DR1445'THE JUNCTION OF TRUNK HIGHWAY 61 AND COUNTY ROAD 17 IN GRAND PORTAGE,
 DR1445'AT TRUNK HIGHWAY 61 MILEPOINT 136.95.
 DR1445'
 DR1445'THE MARK IS 26.0 FEET NORTH-NORTHWEST OF TRUNK HIGHWAY 61, 5.0 FEET
 DR1445'SOUTH-SOUTHEAST OF A WITNESS POST.
 DR1445'
 DR1445'NOTE - THE STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM
 DR1445'ROD DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION REMOVABLE
 DR1445'DISK SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH
 DR1445'PVC PIPE BACK FILLED WITH WASHED SAND.
 DR1445
 DR1445                          STATION RECOVERY (2019)
 DR1445
 DR1445'RECOVERY NOTE BY MN DEPT OF TRANSP 2019 (MPP)
 DR1445'7.0 MILES SOUTHWEST OF GRAND PORTAGE, 7.1 MILES SOUTHWEST ALONG TRUNK
 DR1445'HIGHWAY 61 FROM THE JUNCTION OF TRUNK HIGHWAY 61 AND COUNTY ROAD 17 IN
 DR1445'GRAND PORTAGE, AT TRUNK HIGHWAY 61 MILEPOINT 136.95, 26.0 FEET
 DR1445'NORTH-NORTHWEST OF TRUNK HIGHWAY 61, 5.0 FEET SOUTH-SOUTHEAST OF A
 DR1445'WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DR1453 ***********************************************************************
 DR1453  HT_MOD      -  This is a Height Modernization Survey Station.
 DR1453  DESIGNATION -  1604 U
 DR1453  PID         -  DR1453
 DR1453  STATE/COUNTY-  MN/COOK
 DR1453  COUNTRY     -  US
 DR1453  USGS QUAD   -  GRAND PORTAGE (2019)
 DR1453
 DR1453                         *CURRENT SURVEY CONTROL
 DR1453  ______________________________________________________________________
 DR1453* NAD 83(2011) POSITION- 47 59 13.20281(N) 089 39 08.50657(W)   ADJUSTED
 DR1453* NAD 83(2011) ELLIP HT-   282.209 (meters)        (09/19/19)   ADJUSTED
 DR1453* NAD 83(2011) EPOCH   -  2010.00
 DR1453* NAVD 88 ORTHO HEIGHT -   316.20  (meters)     1037.4   (feet) GPS OBS
 DR1453  ______________________________________________________________________
 DR1453  NAVD 88 orthometric height was determined with geoid model    GEOID12B
 DR1453  GEOID HEIGHT    -        -33.981 (meters)                     GEOID12B
 DR1453  GEOID HEIGHT    -        -33.973 (meters)                     GEOID18
 DR1453  NAD 83(2011) X  -     25,950.042 (meters)                     COMP
 DR1453  NAD 83(2011) Y  - -4,276,901.982 (meters)                     COMP
 DR1453  NAD 83(2011) Z  -  4,716,118.736 (meters)                     COMP
 DR1453  LAPLACE CORR    -        -13.59  (seconds)                    DEFLEC18
 DR1453
 DR1453  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DR1453  Standards:
 DR1453         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DR1453            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DR1453  -------------------------------------------------------------------
 DR1453  NETWORK    0.75   1.31           0.35   0.24   0.67     -0.12778652
 DR1453  -------------------------------------------------------------------
 DR1453  Click here for local accuracies and other accuracy information.
 DR1453
 DR1453.The horizontal coordinates were established by GPS observations
 DR1453.and adjusted by the MN DEPT OF TRANSP in September 2019.
 DR1453
 DR1453.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DR1453.been affixed to the stable North American tectonic plate. See 
 DR1453.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DR1453
 DR1453.The horizontal coordinates are valid at the epoch date displayed above
 DR1453.which is a decimal equivalence of Year/Month/Day.
 DR1453
 DR1453.The orthometric height was determined by GPS observations and a
 DR1453.high-resolution geoid model using precise GPS observation and
 DR1453.processing techniques.
 DR1453
 DR1453.Significant digits in the geoid height do not necessarily reflect accuracy.
 DR1453.GEOID18 height accuracy estimate available here.
 DR1453
 DR1453.Click photographs - Photos may exist for this station.
 DR1453
 DR1453.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DR1453
 DR1453.The Laplace correction was computed from DEFLEC18 derived deflections.
 DR1453
 DR1453.The ellipsoidal height was determined by GPS observations
 DR1453.and is referenced to NAD 83.
 DR1453
 DR1453. The following values were computed from the NAD 83(2011) position.
 DR1453
 DR1453;                    North         East     Units Scale Factor Converg.
 DR1453;SPC MN N     -   271,052.917 1,057,236.346   MT  0.99990631   +2 33 19.6
 DR1453;SPC MN N     -   889,279.45  3,468,616.25   sFT  0.99990631   +2 33 19.6
 DR1453;UTM  16      - 5,318,259.903   302,103.237   MT  1.00008125   -1 58 16.8
 DR1453
 DR1453!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DR1453!SPC MN N     -   0.99995577  x   0.99990631  =   0.99986208
 DR1453!UTM  16      -   0.99995577  x   1.00008125  =   1.00003702
 DR1453
 DR1453_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCU0210318259(NAD 83)
 DR1453
 DR1453                          SUPERSEDED SURVEY CONTROL
 DR1453
 DR1453  NAVD 88 (04/01/21)  316.199  (m)         1037.40   (f) ADJUSTED    2 1
 DR1453
 DR1453.Superseded values are not recommended for survey control.
 DR1453
 DR1453.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DR1453.See file dsdata.pdf to determine how the superseded data were derived.
 DR1453
 DR1453_MARKER: I = METAL ROD
 DR1453_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DR1453_STAMPING: 1604 U 2017
 DR1453_MARK LOGO: MNDT
 DR1453_PROJECTION: RECESSED 8 CENTIMETERS
 DR1453_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DR1453_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DR1453_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DR1453+SATELLITE: SATELLITE OBSERVATIONS - July 24, 2019
 DR1453_ROD/PIPE-DEPTH: 3.4 meters
 DR1453
 DR1453  HISTORY     - Date     Condition        Report By
 DR1453  HISTORY     - 20170416 MONUMENTED       MNDT
 DR1453  HISTORY     - 20190724 GOOD             MNDT
 DR1453
 DR1453                          STATION DESCRIPTION
 DR1453
 DR1453'DESCRIBED BY MN DEPT OF TRANSP 2017
 DR1453'THE MARK IS LOCATED ABOUT 3.5 MILES NORTHEAST OF GRAND PORTAGE.
 DR1453'
 DR1453'TO REACH THE MARK GO 3.5 MILES NORTHEAST ALONG TRUNK HIGHWAY 61 FROM
 DR1453'THE JUNCTION OF TRUNK HIGHWAY 61 AND COUNTY ROAD 17 IN GRAND PORTAGE,
 DR1453'AT TRUNK HIGHWAY 61 MILEPOINT 147.50.
 DR1453'
 DR1453'THE MARK IS 177.5 FEET SOUTHEAST OF TRUNK HIGHWAY 61, 30.0 FEET
 DR1453'SOUTHEAST OF A REST AREA/OVERLOOK ROAD, 3.0 FEET SOUTH OF THE
 DR1453'SOUTHEAST CORNER OF A CONCRETE WALL OF A OVERLOOK, 2.5 FEET SOUTHEAST
 DR1453'OF A WOODEN RAIL, 1.5 FEET NORTHWEST OF A WITNESS POST.
 DR1453'
 DR1453'NOTE - THE STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM
 DR1453'ROD DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION REMOVABLE
 DR1453'DISK SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH
 DR1453'PVC PIPE BACK FILLED WITH WASHED SAND.
 DR1453
 DR1453                          STATION RECOVERY (2019)
 DR1453
 DR1453'RECOVERY NOTE BY MN DEPT OF TRANSP 2019 (TJD)
 DR1453'3.5 MILES NORTHEAST OF GRAND PORTAGE, 3.5 MILES NORTHEAST ALONG TRUNK
 DR1453'HIGHWAY 61 FROM THE JUNCTION OF TRUNK HIGHWAY 61 AND COUNTY ROAD 17 IN
 DR1453'GRAND PORTAGE, AT TRUNK HIGHWAY 61 MILEPOINT 147.50, 177.5 FEET
 DR1453'SOUTHEAST OF TRUNK HIGHWAY 61, 30.0 FEET SOUTHEAST OF A REST
 DR1453'AREA/OVERLOOK ROAD, 3.0 FEET SOUTH OF THE SOUTHEAST CORNER OF A
 DR1453'CONCRETE WALL OF A OVERLOOK, 2.5 FEET SOUTHEAST OF A WOODEN RAIL, 1.5
 DR1453'FEET NORTHWEST OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DR1450 ***********************************************************************
 DR1450  HT_MOD      -  This is a Height Modernization Survey Station.
 DR1450  DESIGNATION -  1604 V
 DR1450  PID         -  DR1450
 DR1450  STATE/COUNTY-  MN/COOK
 DR1450  COUNTRY     -  US
 DR1450  USGS QUAD   -  GRAND PORTAGE (2019)
 DR1450
 DR1450                         *CURRENT SURVEY CONTROL
 DR1450  ______________________________________________________________________
 DR1450* NAD 83(2011) POSITION- 47 57 44.48942(N) 089 41 40.04422(W)   ADJUSTED
 DR1450* NAD 83(2011) ELLIP HT-   196.126 (meters)        (09/19/19)   ADJUSTED
 DR1450* NAD 83(2011) EPOCH   -  2010.00
 DR1450* NAVD 88 ORTHO HEIGHT -   229.89  (meters)      754.2   (feet) GPS OBS
 DR1450  ______________________________________________________________________
 DR1450  NAVD 88 orthometric height was determined with geoid model    GEOID12B
 DR1450  GEOID HEIGHT    -        -33.756 (meters)                     GEOID12B
 DR1450  GEOID HEIGHT    -        -33.754 (meters)                     GEOID18
 DR1450  NAD 83(2011) X  -     22,818.449 (meters)                     COMP
 DR1450  NAD 83(2011) Y  - -4,278,897.724 (meters)                     COMP
 DR1450  NAD 83(2011) Z  -  4,714,220.398 (meters)                     COMP
 DR1450  LAPLACE CORR    -        -14.51  (seconds)                    DEFLEC18
 DR1450
 DR1450  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DR1450  Standards:
 DR1450         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DR1450            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DR1450  -------------------------------------------------------------------
 DR1450  NETWORK    0.92   1.71           0.43   0.30   0.87     -0.08177252
 DR1450  -------------------------------------------------------------------
 DR1450  Click here for local accuracies and other accuracy information.
 DR1450
 DR1450.The horizontal coordinates were established by GPS observations
 DR1450.and adjusted by the MN DEPT OF TRANSP in September 2019.
 DR1450
 DR1450.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DR1450.been affixed to the stable North American tectonic plate. See 
 DR1450.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DR1450
 DR1450.The horizontal coordinates are valid at the epoch date displayed above
 DR1450.which is a decimal equivalence of Year/Month/Day.
 DR1450
 DR1450.The orthometric height was determined by GPS observations and a
 DR1450.high-resolution geoid model using precise GPS observation and
 DR1450.processing techniques.
 DR1450
 DR1450.Significant digits in the geoid height do not necessarily reflect accuracy.
 DR1450.GEOID18 height accuracy estimate available here.
 DR1450
 DR1450.Click photographs - Photos may exist for this station.
 DR1450
 DR1450.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DR1450
 DR1450.The Laplace correction was computed from DEFLEC18 derived deflections.
 DR1450
 DR1450.The ellipsoidal height was determined by GPS observations
 DR1450.and is referenced to NAD 83.
 DR1450
 DR1450. The following values were computed from the NAD 83(2011) position.
 DR1450
 DR1450;                    North         East     Units Scale Factor Converg.
 DR1450;SPC MN N     -   268,176.601 1,054,218.338   MT  0.99990527   +2 31 27.3
 DR1450;SPC MN N     -   879,842.73  3,458,714.66   sFT  0.99990527   +2 31 27.3
 DR1450;UTM  16      - 5,315,630.255   298,867.053   MT  1.00009712   -2 00 06.7
 DR1450
 DR1450!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DR1450!SPC MN N     -   0.99996926  x   0.99990527  =   0.99987453
 DR1450!UTM  16      -   0.99996926  x   1.00009712  =   1.00006638
 DR1450
 DR1450_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBU9886715630(NAD 83)
 DR1450
 DR1450                          SUPERSEDED SURVEY CONTROL
 DR1450
 DR1450  NAVD 88 (04/01/21)  229.888  (m)          754.22   (f) ADJUSTED    2 1
 DR1450
 DR1450.Superseded values are not recommended for survey control.
 DR1450
 DR1450.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DR1450.See file dsdata.pdf to determine how the superseded data were derived.
 DR1450
 DR1450_MARKER: I = METAL ROD
 DR1450_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DR1450_STAMPING: 1604 V 2017
 DR1450_MARK LOGO: MNDT
 DR1450_PROJECTION: RECESSED 5 CENTIMETERS
 DR1450_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DR1450_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DR1450_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DR1450+SATELLITE: SATELLITE OBSERVATIONS - July 24, 2019
 DR1450_ROD/PIPE-DEPTH: 4.0 meters
 DR1450
 DR1450  HISTORY     - Date     Condition        Report By
 DR1450  HISTORY     - 20170516 MONUMENTED       MNDT
 DR1450  HISTORY     - 20190724 GOOD             MNDT
 DR1450
 DR1450                          STATION DESCRIPTION
 DR1450
 DR1450'DESCRIBED BY MN DEPT OF TRANSP 2017
 DR1450'THE STATION IS LOCATED ABOUT 33.1 MI (53.3 KM) EAST-NORTHEAST OF GRAND
 DR1450'MARAIS, 15.5 MI (24.9 KM) EAST-NORTHEAST OF HOVLAND AND IN THE TOWN OF
 DR1450'GRAND PORTAGE, MN.
 DR1450'
 DR1450'TO REACH THE MARK GO 0.6 MI (1.0 KM) NORTH ALONG TRUNK HIGHWAY 61 FROM
 DR1450'THE JUNCTION OF TRUNK HIGHWAY 61 AND COUNTY ROAD 17 IN GRAND PORTAGE,
 DR1450'AT TRUNK HIGHWAY 61 MILE POINT 144.65.
 DR1450'
 DR1450'THE MARK IS 53.6 FT (16.3 M) WEST OF TRUNK HIGHWAY 61, 38.1 FT (11.6
 DR1450'M) EAST OF BLAZES ROAD, 1.5 FT (0.5 M) EAST OF A WITNESS POST.
 DR1450'
 DR1450'NOTE-THE STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM ROD
 DR1450'DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION REMOVABLE DISK
 DR1450'SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH PVC
 DR1450'PIPE BACK FILLED WITH WASHED SAND.
 DR1450
 DR1450                          STATION RECOVERY (2019)
 DR1450
 DR1450'RECOVERY NOTE BY MN DEPT OF TRANSP 2019 (TJD)
 DR1450'0.5 MILE NORTH OF GRAND PORTAGE, 0.6 MILE NORTH ALONG TRUNK HIGHWAY 61
 DR1450'FROM THE JUNCTION OF TRUNK HIGHWAY 61 AND COUNTY ROAD 17 IN GRAND
 DR1450'PORTAGE, AT TRUNK HIGHWAY 61 MILEPOINT 144.65, 53.6 FEET WEST OF TRUNK
 DR1450'HIGHWAY 61, 38.1 FEET EAST OF BLAZES ROAD, 1.5 FEET EAST OF A WITNESS
 DR1450'POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DO9948 ***********************************************************************
 DO9948  DESIGNATION -  162 ES
 DO9948  PID         -  DO9948
 DO9948  STATE/COUNTY-  MN/MEEKER
 DO9948  COUNTRY     -  US
 DO9948  USGS QUAD   -  FOREST CITY (2019)
 DO9948
 DO9948                         *CURRENT SURVEY CONTROL
 DO9948  ______________________________________________________________________
 DO9948* NAD 83(1986) POSITION- 45 09 35.01   (N) 094 29 34.08   (W)   HD_HELD1
 DO9948* NAVD 88 ORTHO HEIGHT -   335.066 (meters)     1099.30  (feet) ADJUSTED
 DO9948  ______________________________________________________________________
 DO9948  GEOID HEIGHT    -        -27.046 (meters)                     GEOID18
 DO9948  DYNAMIC HEIGHT  -        335.043 (meters)     1099.22  (feet) COMP
 DO9948  MODELED GRAVITY -    980,538.3   (mgal)                       NAVD 88
 DO9948
 DO9948  VERT ORDER      -  SECOND    CLASS I
 DO9948
 DO9948.The horizontal coordinates were determined by differentially corrected
 DO9948.hand held GPS observations or other comparable positioning techniques
 DO9948.and have an estimated accuracy of +/- 3 meters.
 DO9948
 DO9948.The orthometric height was determined by differential leveling and
 DO9948.adjusted by the NATIONAL GEODETIC SURVEY
 DO9948.in March 2014.
 DO9948
 DO9948.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO9948.GEOID18 height accuracy estimate available here.
 DO9948
 DO9948.Click photographs - Photos may exist for this station.
 DO9948
 DO9948.The dynamic height is computed by dividing the NAVD 88
 DO9948.geopotential number by the normal gravity value computed on the
 DO9948.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO9948.degrees latitude (g = 980.6199 gals.).
 DO9948
 DO9948.The modeled gravity was interpolated from observed gravity values.
 DO9948
 DO9948;                    North         East    Units  Estimated Accuracy
 DO9948;SPC MN S     -   340,093.9     761,253.1     MT  (+/- 3 meters HH1 GPS) 
 DO9948
 DO9948_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUL8267101777(NAD 83)
 DO9948
 DO9948                          SUPERSEDED SURVEY CONTROL
 DO9948
 DO9948.No superseded survey control is available for this station.
 DO9948
 DO9948_MARKER: DB = BENCH MARK DISK
 DO9948_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DO9948_STAMPING: 162 ES 1955
 DO9948_MARK LOGO: USGS
 DO9948_PROJECTION: PROJECTING 8 CENTIMETERS
 DO9948_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DO9948_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DO9948+STABILITY: SURFACE MOTION
 DO9948_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DO9948+SATELLITE: SATELLITE OBSERVATIONS - April 20, 2011
 DO9948
 DO9948  HISTORY     - Date     Condition        Report By
 DO9948  HISTORY     - 19550401 MONUMENTED       USGS
 DO9948  HISTORY     - 20110420 GOOD             MNDT
 DO9948
 DO9948                          STATION DESCRIPTION
 DO9948
 DO9948'DESCRIBED BY MN DEPT OF TRANSP 2011 (MAS)
 DO9948'THE MARK IS LOCATED 2.9 MI (4.7 KM) NORTHEAST OF LITCHFIELD.
 DO9948'
 DO9948'TO REACH GO 0.8 MI (1.3 KM) NORTH ALONG TRUNK HIGHWAY 22  FROM THE
 DO9948'JUNCTION OF TRUNK HIGHWAY 22 AND TRUNK HIGHWAY 12 IN LITCHFIELD, THEN
 DO9948'2.7 MI (4.3 KM) NORTHWEST ON TRUNK HIGHWAY 24, NEAR CENTER OF SECTION
 DO9948'31.
 DO9948'
 DO9948'THE MARK IS 74.0 FT (22.6 M) WEST OF TRUNK HIGHWAY 24, 50 FT (15.2 M)
 DO9948'SOUTH OF EXTENDED 285TH STREET.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 SJ1509 ***********************************************************************
 SJ1509  DESIGNATION -  166 CAP
 SJ1509  PID         -  SJ1509
 SJ1509  STATE/COUNTY-  MN/ITASCA
 SJ1509  COUNTRY     -  US
 SJ1509  USGS QUAD   -  COHASSET EAST (2019)
 SJ1509
 SJ1509                         *CURRENT SURVEY CONTROL
 SJ1509  ______________________________________________________________________
 SJ1509* NAD 83(1986) POSITION- 47 15 45.24   (N) 093 37 13.46   (W)   HD_HELD1
 SJ1509* NAVD 88 ORTHO HEIGHT -   390.869 (meters)     1282.38  (feet) ADJUSTED
 SJ1509  ______________________________________________________________________
 SJ1509  GEOID HEIGHT    -        -29.324 (meters)                     GEOID18
 SJ1509  DYNAMIC HEIGHT  -        390.901 (meters)     1282.48  (feet) COMP
 SJ1509  MODELED GRAVITY -    980,683.6   (mgal)                       NAVD 88
 SJ1509
 SJ1509  VERT ORDER      -  SECOND    CLASS 0
 SJ1509
 SJ1509.The horizontal coordinates were determined by differentially corrected
 SJ1509.hand held GPS observations or other comparable positioning techniques
 SJ1509.and have an estimated accuracy of +/- 3 meters.
 SJ1509
 SJ1509.The orthometric height was determined by differential leveling and
 SJ1509.adjusted by the NATIONAL GEODETIC SURVEY
 SJ1509.in June 1991.
 SJ1509
 SJ1509.Significant digits in the geoid height do not necessarily reflect accuracy.
 SJ1509.GEOID18 height accuracy estimate available here.
 SJ1509
 SJ1509.Click photographs - Photos may exist for this station.
 SJ1509
 SJ1509.The dynamic height is computed by dividing the NAVD 88
 SJ1509.geopotential number by the normal gravity value computed on the
 SJ1509.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SJ1509.degrees latitude (g = 980.6199 gals.).
 SJ1509
 SJ1509.The modeled gravity was interpolated from observed gravity values.
 SJ1509
 SJ1509;                    North         East    Units  Estimated Accuracy
 SJ1509;SPC MN N     -   184,910.0     760,616.5     MT  (+/- 3 meters HH1 GPS) 
 SJ1509
 SJ1509_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVN5306434529(NAD 83)
 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
 SJ1509.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SJ1509.See file dsdata.pdf to determine how the superseded data were derived.
 SJ1509
 SJ1509_MARKER: C = CAP OF CAP-AND-BOLT PAIR
 SJ1509_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 SJ1509_MARK LOGO: MRC
 SJ1509_PROJECTION: PROJECTING 46 CENTIMETERS
 SJ1509_MAGNETIC: P = MARKER IS A STEEL PIPE
 SJ1509_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SJ1509
 SJ1509  HISTORY     - Date     Condition        Report By
 SJ1509  HISTORY     - 1898     MONUMENTED       MRC
 SJ1509  HISTORY     - 1948     GOOD             CGS
 SJ1509  HISTORY     - 20090811 MARK NOT FOUND   MNDT
 SJ1509
 SJ1509                          STATION DESCRIPTION
 SJ1509
 SJ1509'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 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.
 SJ1509
 SJ1509                          STATION RECOVERY (2009)
 SJ1509
 SJ1509'RECOVERY NOTE BY MN DEPT OF TRANSP 2009 (WAS)
 SJ1509'AFTER A THOROUGH FIELD SEARCH MARK WAS NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 SJ1516 ***********************************************************************
 SJ1516  DESIGNATION -  167 CAP
 SJ1516  PID         -  SJ1516
 SJ1516  STATE/COUNTY-  MN/ITASCA
 SJ1516  COUNTRY     -  US
 SJ1516  USGS QUAD   -  COHASSET EAST (2019)
 SJ1516
 SJ1516                         *CURRENT SURVEY CONTROL
 SJ1516  ______________________________________________________________________
 SJ1516* NAD 83(1986) POSITION- 47 15 02.78   (N) 093 35 18.85   (W)   HD_HELD1
 SJ1516* NAVD 88 ORTHO HEIGHT -   391.007 (meters)     1282.83  (feet) ADJUSTED
 SJ1516  ______________________________________________________________________
 SJ1516  GEOID HEIGHT    -        -29.326 (meters)                     GEOID18
 SJ1516  DYNAMIC HEIGHT  -        391.040 (meters)     1282.94  (feet) COMP
 SJ1516  MODELED GRAVITY -    980,684.5   (mgal)                       NAVD 88
 SJ1516
 SJ1516  VERT ORDER      -  SECOND    CLASS 0
 SJ1516
 SJ1516.The horizontal coordinates were determined by differentially corrected
 SJ1516.hand held GPS observations or other comparable positioning techniques
 SJ1516.and have an estimated accuracy of +/- 3 meters.
 SJ1516
 SJ1516.The orthometric height was determined by differential leveling and
 SJ1516.adjusted by the NATIONAL GEODETIC SURVEY
 SJ1516.in June 1991.
 SJ1516
 SJ1516.Significant digits in the geoid height do not necessarily reflect accuracy.
 SJ1516.GEOID18 height accuracy estimate available here.
 SJ1516
 SJ1516.Click photographs - Photos may exist for this station.
 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     -   183,583.1     763,017.5     MT  (+/- 3 meters HH1 GPS) 
 SJ1516
 SJ1516_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVN5546333200(NAD 83)
 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
 SJ1516.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SJ1516.See file dsdata.pdf to determine how the superseded data were derived.
 SJ1516
 SJ1516_MARKER: C = CAP OF CAP-AND-BOLT PAIR
 SJ1516_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 SJ1516_STAMPING: USE BM 167
 SJ1516_MARK LOGO: MRC
 SJ1516_PROJECTION: PROJECTING 20 CENTIMETERS
 SJ1516_MAGNETIC: P = MARKER IS A STEEL PIPE
 SJ1516_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SJ1516_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 SJ1516+SATELLITE: SATELLITE OBSERVATIONS - May 24, 2017
 SJ1516
 SJ1516  HISTORY     - Date     Condition        Report By
 SJ1516  HISTORY     - 18980401 MONUMENTED       MRC
 SJ1516  HISTORY     - 1935     GOOD             CGS
 SJ1516  HISTORY     - 20120717 GOOD             MNDT
 SJ1516  HISTORY     - 20170524 GOOD             MNDT
 SJ1516
 SJ1516                          STATION DESCRIPTION
 SJ1516
 SJ1516'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 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.
 SJ1516
 SJ1516                          STATION RECOVERY (2012)
 SJ1516
 SJ1516'RECOVERY NOTE BY MN DEPT OF TRANSP 2012 (TJW)
 SJ1516'3.1 MI (5.0 KM) WEST FROM GRAND RAPIDS, 3.1 MI (5.0 KM) WEST OF THE
 SJ1516'GRAND RAPIDS RAILROAD STATION, 65 FT (19.8 M) FROM THE RIGHT BANK OF
 SJ1516'THE MISSISSIPPI RIVER, N85W 115 FT (35.1 M) FROM THE SOUTHWEST CORNER
 SJ1516'OF THE CONCRETE DAM, 3.5 FT (1.1 M) SOUTHEAST OF SIGN AND POST.
 SJ1516
 SJ1516                          STATION RECOVERY (2017)
 SJ1516
 SJ1516'RECOVERY NOTE BY MN DEPT OF TRANSP 2017 (KMS)
 SJ1516'3.1 MI (5.0 KM) WEST FROM GRAND RAPIDS, 3.0 MI (4.8 KM) NORTHWEST
 SJ1516'ALONG TRUNK HIGHWAY 2 FROM THE JUNCTION OF TRUNK HIGHWAY 2 AND TRUNK
 SJ1516'HIGHWAY 169 IN GRAND RAPIDS TO TRUNK HIGHWAY 2 MILE POINT 180.65, THEN
 SJ1516'0.05 MI (0.08 KM) SOUTHWEST ON A ROAD TO THE DAM RECREATIONAL PARKING
 SJ1516'LOT, THEN WALK 450 FT (137.2 M) WEST TO THE MARK ON THE OTHER SIDE OF
 SJ1516'DAM AND RIVER, 65 FT (19.8 M) FROM THE RIGHT BANK OF THE MISSISSIPPI
 SJ1516'RIVER, 115 FT (35.1 M) FROM THE SOUTHWEST CORNER OF THE CONCRETE DAM,
 SJ1516'4.0 FT (1.2 M) SOUTHEAST OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 PQ1535 ***********************************************************************
 PQ1535  DESIGNATION -  167 ES
 PQ1535  PID         -  PQ1535
 PQ1535  STATE/COUNTY-  MN/MCLEOD
 PQ1535  COUNTRY     -  US
 PQ1535  USGS QUAD   -  HEATWOLE (2019)
 PQ1535
 PQ1535                         *CURRENT SURVEY CONTROL
 PQ1535  ______________________________________________________________________
 PQ1535* NAD 83(1986) POSITION- 44 45 45.     (N) 094 22 32.     (W)   SCALED
 PQ1535* NAVD 88 ORTHO HEIGHT -   314.407 (meters)     1031.52  (feet) ADJUSTED
 PQ1535  ______________________________________________________________________
 PQ1535  GEOID HEIGHT    -        -27.598 (meters)                     GEOID18
 PQ1535  DYNAMIC HEIGHT  -        314.372 (meters)     1031.40  (feet) COMP
 PQ1535  MODELED GRAVITY -    980,498.0   (mgal)                       NAVD 88
 PQ1535
 PQ1535  VERT ORDER      -  SECOND    CLASS I
 PQ1535
 PQ1535.The horizontal coordinates were scaled from a map and have
 PQ1535.an estimated accuracy of +/- 6 seconds.
 PQ1535
 PQ1535.The orthometric height was determined by differential leveling and
 PQ1535.adjusted by the NATIONAL GEODETIC SURVEY
 PQ1535.in June 1995.
 PQ1535
 PQ1535.Significant digits in the geoid height do not necessarily reflect accuracy.
 PQ1535.GEOID18 height accuracy estimate available here.
 PQ1535
 PQ1535.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUK911574(NAD 83)
 PQ1535
 PQ1535                          SUPERSEDED SURVEY CONTROL
 PQ1535
 PQ1535.No superseded survey control is available for this station.
 PQ1535
 PQ1535_MARKER: DB = BENCH MARK DISK
 PQ1535_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 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  HISTORY     - 20110412 MARK NOT FOUND   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.
 PQ1535
 PQ1535                          STATION RECOVERY (2011)
 PQ1535
 PQ1535'RECOVERY NOTE BY MN DEPT OF TRANSP 2011 (KMS)
 PQ1535'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 PO0373 ***********************************************************************
 PO0373  DESIGNATION -  168
 PO0373  PID         -  PO0373
 PO0373  STATE/COUNTY-  MN/WINONA
 PO0373  COUNTRY     -  US
 PO0373  USGS QUAD   -  WINONA WEST (2019)
 PO0373
 PO0373                         *CURRENT SURVEY CONTROL
 PO0373  ______________________________________________________________________
 PO0373* NAD 83(1986) POSITION- 44 03 11.12   (N) 091 38 25.77   (W)   HD_HELD1
 PO0373* NAVD 88 ORTHO HEIGHT -   202.937 (meters)      665.80  (feet) ADJUSTED
 PO0373  ______________________________________________________________________
 PO0373  GEOID HEIGHT    -        -30.666 (meters)                     GEOID18
 PO0373  DYNAMIC HEIGHT  -        202.908 (meters)      665.71  (feet) COMP
 PO0373  MODELED GRAVITY -    980,472.7   (mgal)                       NAVD 88
 PO0373
 PO0373  VERT ORDER      -  SECOND    CLASS I
 PO0373
 PO0373.The horizontal coordinates were determined by differentially corrected
 PO0373.hand held GPS observations or other comparable positioning techniques
 PO0373.and have an estimated accuracy of +/- 3 meters.
 PO0373
 PO0373.The orthometric height was determined by differential leveling and
 PO0373.adjusted by the WI DEPT OF TRANSP
 PO0373.in May 2012.
 PO0373
 PO0373.Significant digits in the geoid height do not necessarily reflect accuracy.
 PO0373.GEOID18 height accuracy estimate available here.
 PO0373
 PO0373.Click photographs - Photos may exist for this station.
 PO0373
 PO0373.The dynamic height is computed by dividing the NAVD 88
 PO0373.geopotential number by the normal gravity value computed on the
 PO0373.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PO0373.degrees latitude (g = 980.6199 gals.).
 PO0373
 PO0373.The modeled gravity was interpolated from observed gravity values.
 PO0373
 PO0373;                    North         East    Units  Estimated Accuracy
 PO0373;SPC MN S     -   219,739.2     989,043.1     MT  (+/- 3 meters HH1 GPS) 
 PO0373
 PO0373_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXJ0890078667(NAD 83)
 PO0373
 PO0373                          SUPERSEDED SURVEY CONTROL
 PO0373
 PO0373  NAVD 88 (07/08/08)  202.937  (m)          665.80   (f) SUPERSEDED  2 1
 PO0373  NAVD 88 (06/15/91)  202.946  (m)          665.83   (f) SUPERSEDED  1 1
 PO0373  NGVD 29 (??/??/92)  202.962  (m)          665.88   (f) ADJ UNCH    1 1
 PO0373
 PO0373.Superseded values are not recommended for survey control.
 PO0373
 PO0373.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PO0373.See file dsdata.pdf to determine how the superseded data were derived.
 PO0373
 PO0373_MARKER: B = BOLT
 PO0373_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 PO0373_SP_SET: WALL
 PO0373_STAMPING: UNSTAMPED
 PO0373_MARK LOGO: USACE
 PO0373_MAGNETIC: N = NO MAGNETIC MATERIAL
 PO0373_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PO0373+STABILITY: SURFACE MOTION
 PO0373_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 PO0373+SATELLITE: SATELLITE OBSERVATIONS - September 14, 2017
 PO0373
 PO0373  HISTORY     - Date     Condition        Report By
 PO0373  HISTORY     - 18910401 MONUMENTED       MRC
 PO0373  HISTORY     - 1970     GOOD             NGS
 PO0373  HISTORY     - 20060614 POOR             WIDT
 PO0373  HISTORY     - 20080915 GOOD             MNDT
 PO0373  HISTORY     - 20110817 GOOD             MNDT
 PO0373  HISTORY     - 20170914 GOOD             MNDT
 PO0373
 PO0373                          STATION DESCRIPTION
 PO0373
 PO0373'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 PO0373'ABOUT 0.25 MILE NORTHWEST ALONG STATE HIGHWAY 43 FROM THE POST OFFICE
 PO0373'AT WINONA, AT THE NORTHWEST CORNER OF THE WINONA COUNTY COURTHOUSE, 80
 PO0373'YARDS NORTH OF THE CENTERLINE OF THE HIGHWAY WHICH IS FOURTH STREET, A
 PO0373'COPPER BOLT LEADED IN THE TOP OF THE STONE WINDOW SILL FOR THE FIRST
 PO0373'WINDOW EAST OF THE NORTHWEST CORNER OF THE BUILDING, 128 FEET SOUTH OF
 PO0373'THE CENTERLINE OF THIRD STREET, 63 FEET EAST OF THE CENTERLINE OF
 PO0373'WASHINGTON 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 BUILDING,
 PO0373'1.2 FEET EAST OF THE WEST CASING FOR THE WINDOW, AND ABOUT 0.7 FOOT
 PO0373'ABOVE THE SURFACE OF THE GROUND.  NOTE-INFORMATION RECEIVED INDICATES
 PO0373'THE COURTHOUSE MAY BE TORN DOWN AND REPLACED BY A NEW BUILDING IN THE
 PO0373'NEAR FUTURE.
 PO0373
 PO0373                          STATION RECOVERY (2006)
 PO0373
 PO0373'RECOVERY NOTE BY WI DEPT OF TRANSP 2006 (EPS)
 PO0373'NOTE--THE BUILDING IS STILL STANDING AND THE REFERENCED WINDOW SILL
 PO0373'WAS RECOVERED, HOWEVER THE HEAD OF THE COPPER BOLT HAS BEEN BROKEN OFF
 PO0373'AND THE MARK SHOULD BE CONSIDERED DESTROYED.
 PO0373
 PO0373                          STATION RECOVERY (2008)
 PO0373
 PO0373'RECOVERY NOTE BY MN DEPT OF TRANSP 2008 (DRB)
 PO0373'THE MARK IS LOCATED ABOUT 8.3 MI (13.4 KM) NORTH OF WITOKA, 6.8 MI
 PO0373'(10.9 KM) NORTH-NORTHEAST OF WILSON AND 0.2 MI (0.3 KM)
 PO0373'NORTH-NORTHWEST OF WINONA.
 PO0373'
 PO0373'TO REACH TO THE MARK AT WINONA, AT NORTHWEST CORNER OF COURTHOUSE, 240
 PO0373'FT (73.2 M) NORTHEAST OF TRUNK HIGHWAY 43 (FOURTH STREET), STATION IS
 PO0373'COPPER BOLT IN FIRST WINDOW SILL EAST OF THE NORTHWEST CORNER OF
 PO0373'BUILDING, 128 FT (39.0 M) SOUTHWEST OF THIRD STREET, 63 FT (19.2 M)
 PO0373'SOUTHEAST OF WASHINGTON STREET EXTENDED, 29 FT (8.8 M) WEST OF NORTH
 PO0373'BUILDING ENTRANCE, 7.9 FT (2.4 M) EAST OF THE NORTHWEST CORNER OF
 PO0373'BUILDING, 1.2 FT (0.4 M) EAST OF WEST WINDOW CASING.
 PO0373
 PO0373                          STATION RECOVERY (2011)
 PO0373
 PO0373'RECOVERY NOTE BY MN DEPT OF TRANSP 2011 (JBG)
 PO0373'RECOVERED IN GOOD CONDITION.
 PO0373
 PO0373                          STATION RECOVERY (2017)
 PO0373
 PO0373'RECOVERY NOTE BY MN DEPT OF TRANSP 2017 (DAS)
 PO0373'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 PQ1531 ***********************************************************************
 PQ1531  DESIGNATION -  168 ES
 PQ1531  PID         -  PQ1531
 PQ1531  STATE/COUNTY-  MN/MCLEOD
 PQ1531  COUNTRY     -  US
 PQ1531  USGS QUAD   -  HEATWOLE (2019)
 PQ1531
 PQ1531                         *CURRENT SURVEY CONTROL
 PQ1531  ______________________________________________________________________
 PQ1531* NAD 83(1986) POSITION- 44 48 19.50   (N) 094 22 31.49   (W)   HD_HELD1
 PQ1531* NAVD 88 ORTHO HEIGHT -   319.120 (meters)     1046.98  (feet) ADJUSTED
 PQ1531  ______________________________________________________________________
 PQ1531  GEOID HEIGHT    -        -27.541 (meters)                     GEOID18
 PQ1531  DYNAMIC HEIGHT  -        319.086 (meters)     1046.87  (feet) COMP
 PQ1531  MODELED GRAVITY -    980,503.6   (mgal)                       NAVD 88
 PQ1531
 PQ1531  VERT ORDER      -  SECOND    CLASS I
 PQ1531
 PQ1531.The horizontal coordinates were determined by differentially corrected
 PQ1531.hand held GPS observations or other comparable positioning techniques
 PQ1531.and have an estimated accuracy of +/- 3 meters.
 PQ1531
 PQ1531.The orthometric height was determined by differential leveling and
 PQ1531.adjusted by the NATIONAL GEODETIC SURVEY
 PQ1531.in March 2014.
 PQ1531
 PQ1531.Significant digits in the geoid height do not necessarily reflect accuracy.
 PQ1531.GEOID18 height accuracy estimate available here.
 PQ1531
 PQ1531.Click photographs - Photos may exist for this station.
 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     -   300,672.1     770,301.8     MT  (+/- 3 meters HH1 GPS) 
 PQ1531
 PQ1531_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUK9122962255(NAD 83)
 PQ1531
 PQ1531                          SUPERSEDED SURVEY CONTROL
 PQ1531
 PQ1531  NAVD 88 (06/15/95)  319.124  (m)         1046.99   (f) SUPERSEDED  2 1
 PQ1531
 PQ1531.Superseded values are not recommended for survey control.
 PQ1531
 PQ1531.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PQ1531.See file dsdata.pdf to determine how the superseded data were derived.
 PQ1531
 PQ1531_MARKER: DB = BENCH MARK DISK
 PQ1531_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PQ1531_STAMPING: 168 ES 1955
 PQ1531_MARK LOGO: USGS
 PQ1531_PROJECTION: FLUSH
 PQ1531_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 PQ1531_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PQ1531+STABILITY: SURFACE MOTION
 PQ1531_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 PQ1531+SATELLITE: SATELLITE OBSERVATIONS - April 12, 2011
 PQ1531
 PQ1531  HISTORY     - Date     Condition        Report By
 PQ1531  HISTORY     - 1955     MONUMENTED       USGS
 PQ1531  HISTORY     - 19850909 GOOD             MNDT
 PQ1531  HISTORY     - 20110412 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.
 PQ1531
 PQ1531                          STATION RECOVERY (2011)
 PQ1531
 PQ1531'RECOVERY NOTE BY MN DEPT OF TRANSP 2011 (KMS)
 PQ1531'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 QO0548 ***********************************************************************
 QO0548  DESIGNATION -  169 1
 QO0548  PID         -  QO0548
 QO0548  STATE/COUNTY-  MN/HENNEPIN
 QO0548  COUNTRY     -  US
 QO0548  USGS QUAD   -  MINNEAPOLIS NORTH (2019)
 QO0548
 QO0548                         *CURRENT SURVEY CONTROL
 QO0548  ______________________________________________________________________
 QO0548* NAD 83(1986) POSITION- 45 03 30.66   (N) 093 17 11.48   (W)   HD_HELD1
 QO0548* NAVD 88 ORTHO HEIGHT -   254.279 (meters)      834.25  (feet) ADJUSTED
 QO0548  ______________________________________________________________________
 QO0548  GEOID HEIGHT    -        -27.200 (meters)                     GEOID18
 QO0548  DYNAMIC HEIGHT  -        254.276 (meters)      834.24  (feet) COMP
 QO0548  MODELED GRAVITY -    980,598.7   (mgal)                       NAVD 88
 QO0548
 QO0548  VERT ORDER      -  SECOND    CLASS I
 QO0548
 QO0548.The horizontal coordinates were determined by differentially corrected
 QO0548.hand held GPS observations or other comparable positioning techniques
 QO0548.and have an estimated accuracy of +/- 3 meters.
 QO0548
 QO0548.The orthometric height was determined by differential leveling and
 QO0548.adjusted by the NATIONAL GEODETIC SURVEY
 QO0548.in June 1991.
 QO0548
 QO0548.Significant digits in the geoid height do not necessarily reflect accuracy.
 QO0548.GEOID18 height accuracy estimate available here.
 QO0548
 QO0548.Click photographs - Photos may exist for this station.
 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     -   328,974.9     856,195.7     MT  (+/- 3 meters HH1 GPS) 
 QO0548
 QO0548_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK7744089490(NAD 83)
 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
 QO0548.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QO0548.See file dsdata.pdf to determine how the superseded data were derived.
 QO0548
 QO0548_MARKER: B = BOLT
 QO0548_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 QO0548_SP_SET: CONCRETE FOOTING
 QO0548_MARK LOGO: MNHD
 QO0548_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QO0548+STABILITY: SURFACE MOTION
 QO0548_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 QO0548+SATELLITE: SATELLITE OBSERVATIONS - March 27, 2012
 QO0548
 QO0548  HISTORY     - Date     Condition        Report By
 QO0548  HISTORY     - 19670401 MONUMENTED       MNHD
 QO0548  HISTORY     - 1967     GOOD             MNDT
 QO0548  HISTORY     - 19860209 GOOD             MNDT
 QO0548  HISTORY     - 20000321 GOOD             USPSQD
 QO0548  HISTORY     - 20070731 MARK NOT FOUND   MNDT
 QO0548  HISTORY     - 20120327 GOOD             MNDT
 QO0548
 QO0548                          STATION DESCRIPTION
 QO0548
 QO0548'DESCRIBED BY MN DEPT OF TRANSP 1967
 QO0548'IN BROOKLYN CENTER.
 QO0548'MARK IS LOCATED IN THE NW1/4, SECTION 1, T118N, R21W, ABOUT 0.6 MILE
 QO0548'SOUTH OF F.A.I. 694.  MARK IS A CHISELED X ON THE TOP OF THE EAST BOLT
 QO0548'OF THE EAST BASE OF A STEEL HIGH TENSION TOWER, JUST WEST OF T.H. 169.
 QO0548
 QO0548                          STATION RECOVERY (1986)
 QO0548
 QO0548'RECOVERY NOTE BY MN DEPT OF TRANSP 1986
 QO0548'THE MARK IS LOCATED IN THE TOWN OF BROOKLYN CENTER, IN THE NW 1/4 OF
 QO0548'SECTION 1, T118N, R21W, IN THE NORTHEAST QUADRANT OF THE INTERSECTION
 QO0548'OF TRUNK HIGHWAY 94 AND 57TH AVENUE NORTH.  THE MARK IS A CHISELED
 QO0548'X ON THE TOP OF THE EAST BOLT OF THE EAST BASE OF A STEEL HIGH TENSION
 QO0548'TOWER.
 QO0548
 QO0548                          STATION RECOVERY (2000)
 QO0548
 QO0548'RECOVERY NOTE BY US POWER SQUADRON 2000
 QO0548'RECOVERED IN GOOD CONDITION.
 QO0548
 QO0548                          STATION RECOVERY (2007)
 QO0548
 QO0548'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (JJB)
 QO0548'THE MARK WAS NOT RECOVERED.
 QO0548
 QO0548                          STATION RECOVERY (2012)
 QO0548
 QO0548'RECOVERY NOTE BY MN DEPT OF TRANSP 2012 (JBG)
 QO0548'IN BROOKLYN CENTER, IN NORTHEAST QUADRANT OF THE JUNCTION OF
 QO0548'INTERSTATE HIGHWAY 94 AND 57TH AVENUE NORTH, STATION IS CHISELED X ON
 QO0548'TOP OF EAST BOLT IN NORTHEAST BASE OF STEEL HIGH TENSION TOWER.  MARK
 QO0548'AND CONCRETE FOOTING ARE RECESSED IN 18 INCHES (46 CM) OF DIRT.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 PP1829 ***********************************************************************
 PP1829  DESIGNATION -  169 1
 PP1829  PID         -  PP1829
 PP1829  STATE/COUNTY-  MN/SCOTT
 PP1829  COUNTRY     -  US
 PP1829  USGS QUAD   -  JORDAN EAST (2019)
 PP1829
 PP1829                         *CURRENT SURVEY CONTROL
 PP1829  ______________________________________________________________________
 PP1829* NAD 83(1986) POSITION- 44 44 31.06   (N) 093 35 15.42   (W)   HD_HELD1
 PP1829* NAVD 88 ORTHO HEIGHT -   239.507 (meters)      785.78  (feet) ADJUSTED
 PP1829  ______________________________________________________________________
 PP1829  GEOID HEIGHT    -        -26.859 (meters)                     GEOID18
 PP1829  DYNAMIC HEIGHT  -        239.502 (meters)      785.77  (feet) COMP
 PP1829  MODELED GRAVITY -    980,586.4   (mgal)                       NAVD 88
 PP1829
 PP1829  VERT ORDER      -  SECOND    CLASS 0
 PP1829
 PP1829.The horizontal coordinates were determined by differentially corrected
 PP1829.hand held GPS observations or other comparable positioning techniques
 PP1829.and have an estimated accuracy of +/- 3 meters.
 PP1829
 PP1829.The orthometric height was determined by differential leveling and
 PP1829.adjusted by the NATIONAL GEODETIC SURVEY
 PP1829.in June 1991.
 PP1829
 PP1829.Significant digits in the geoid height do not necessarily reflect accuracy.
 PP1829.GEOID18 height accuracy estimate available here.
 PP1829
 PP1829.Click photographs - Photos may exist for this station.
 PP1829
 PP1829.The dynamic height is computed by dividing the NAVD 88
 PP1829.geopotential number by the normal gravity value computed on the
 PP1829.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP1829.degrees latitude (g = 980.6199 gals.).
 PP1829
 PP1829.The modeled gravity was interpolated from observed gravity values.
 PP1829
 PP1829;                    North         East    Units  Estimated Accuracy
 PP1829;SPC MN S     -   293,635.1     832,658.3     MT  (+/- 3 meters HH1 GPS) 
 PP1829
 PP1829_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK5347954454(NAD 83)
 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
 PP1829.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PP1829.See file dsdata.pdf to determine how the superseded data were derived.
 PP1829
 PP1829_MARKER: L = ABSOLUTE GRAVITY STATION PLUG
 PP1829_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 PP1829_SP_SET: CATCH BASIN
 PP1829_STAMPING: 1
 PP1829_MAGNETIC: N = NO MAGNETIC MATERIAL
 PP1829_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PP1829_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PP1829+SATELLITE: SATELLITE OBSERVATIONS - September 16, 2013
 PP1829
 PP1829  HISTORY     - Date     Condition        Report By
 PP1829  HISTORY     - 19720401 MONUMENTED       MNHD
 PP1829  HISTORY     - 1972     GOOD             MNHD
 PP1829  HISTORY     - 1973     GOOD             NGS
 PP1829  HISTORY     - 1980     GOOD             MNDT
 PP1829  HISTORY     - 20080605 GOOD             MNDT
 PP1829  HISTORY     - 20130916 GOOD             MNDT
 PP1829
 PP1829                          STATION DESCRIPTION
 PP1829
 PP1829'DESCRIBED BY MN HIGHWAY DEPT 1972
 PP1829'MARK IS LOCATED 5.4 MILES SOUTH ALONG TH 169 FROM THE JUNCTION OF TH
 PP1829'169 AND TH 101 IN SHAKOPEE, 0.2 MILES NORTH OF A T ROAD WEST (TO
 PP1829'MERRIAM), 37 FEET WEST OF THE CENTERLINE OF NORTHBOUND TH 169 AT MILE
 PP1829'POINT NO. 104.7 (STATION 553+37) IN THE TOP OF A CONCRETE CATCH BASIN
 PP1829'IN THE MEDIAN STRIP OF TH 169.  NE 1/4 SECTION 28, T 115N, R 23W.
 PP1829
 PP1829                          STATION RECOVERY (1973)
 PP1829
 PP1829'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 PP1829'RECOVERED IN GOOD CONDITION.
 PP1829
 PP1829                          STATION RECOVERY (1980)
 PP1829
 PP1829'RECOVERY NOTE BY MN DEPT OF TRANSP 1980 (EGS)
 PP1829'THE MARK WAS RECOVERED IN GOOD CONDITION 5.4 MILES SOUTHWEST ALONG
 PP1829'TRUNK HIGHWAY 169 FROM ITS JUNCTION WITH TRUNK HIGHWAY 101 IN
 PP1829'SHAKOPEE, IN THE NE 1/4 OF SECTION 28, T115N, R23W.  THE MARK IS IN
 PP1829'THE MEDIAN BETWEEN THE LANES OF TRUNK HIGHWAY 169 AT MILEPOINT 104.7
 PP1829'(STATION 553+47), 0.2 MILE NORTH OF A T - ROAD TO MERRIAM, AND 37 FEET
 PP1829'WEST OF THE CENTERLINE OF THE NORTHBOUND LANE OF TRUNK HIGHWAY 169.
 PP1829'THE MARK, A BRASS PLUG, IS SET IN THE TOP OF THE SOUTHEAST CORNER OF
 PP1829'THE TOP OF THE CONCRETE MEDIAN DRAIN CATCH BASIN.
 PP1829
 PP1829                          STATION RECOVERY (2008)
 PP1829
 PP1829'RECOVERY NOTE BY MN DEPT OF TRANSP 2008 (PL)
 PP1829'RECOVERED AS DESCRIBED.
 PP1829
 PP1829                          STATION RECOVERY (2013)
 PP1829
 PP1829'RECOVERY NOTE BY MN DEPT OF TRANSP 2013 (MPP)
 PP1829'4.1 MI (6.6 KM) SOUTHWEST OF SHAKOPEE, 2.7 MI (4.3 KM) SOUTH ALONG
 PP1829'TRUNK HIGHWAY 169 FROM THE JUNCTION OF TRUNK HIGHWAY 169 AND COUNTY
 PP1829'ROAD 69, AT TRUNK HIGHWAY 169 MILE POINT 104.7, 0.2 MI (0.3 KM) NORTH
 PP1829'OF 145TH STREET WEST, IN TRUNK HIGHWAY 169 MEDIAN, 37 FT (11.3 M) WEST
 PP1829'OF NORTHBOUND TRUNK HIGHWAY 169, IN SOUTHEAST CORNER OF CATCH BASIN.
 PP1829'MARK IS BRASS PLUG.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 PP1831 ***********************************************************************
 PP1831  DESIGNATION -  169 2
 PP1831  PID         -  PP1831
 PP1831  STATE/COUNTY-  MN/SCOTT
 PP1831  COUNTRY     -  US
 PP1831  USGS QUAD   -  SHAKOPEE (2019)
 PP1831
 PP1831                         *CURRENT SURVEY CONTROL
 PP1831  ______________________________________________________________________
 PP1831* NAD 83(1986) POSITION- 44 45 25.71   (N) 093 35 03.62   (W)   HD_HELD1
 PP1831* NAVD 88 ORTHO HEIGHT -   248.890 (meters)      816.57  (feet) ADJUSTED
 PP1831  ______________________________________________________________________
 PP1831  GEOID HEIGHT    -        -26.830 (meters)                     GEOID18
 PP1831  DYNAMIC HEIGHT  -        248.886 (meters)      816.55  (feet) COMP
 PP1831  MODELED GRAVITY -    980,591.8   (mgal)                       NAVD 88
 PP1831
 PP1831  VERT ORDER      -  SECOND    CLASS 0
 PP1831
 PP1831.The horizontal coordinates were determined by differentially corrected
 PP1831.hand held GPS observations or other comparable positioning techniques
 PP1831.and have an estimated accuracy of +/- 3 meters.
 PP1831
 PP1831.The orthometric height was determined by differential leveling and
 PP1831.adjusted by the NATIONAL GEODETIC SURVEY
 PP1831.in June 1991.
 PP1831
 PP1831.Significant digits in the geoid height do not necessarily reflect accuracy.
 PP1831.GEOID18 height accuracy estimate available here.
 PP1831
 PP1831.Click photographs - Photos may exist for this station.
 PP1831
 PP1831.The dynamic height is computed by dividing the NAVD 88
 PP1831.geopotential number by the normal gravity value computed on the
 PP1831.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP1831.degrees latitude (g = 980.6199 gals.).
 PP1831
 PP1831.The modeled gravity was interpolated from observed gravity values.
 PP1831
 PP1831;                    North         East    Units  Estimated Accuracy
 PP1831;SPC MN S     -   295,323.2     832,909.3     MT  (+/- 3 meters HH1 GPS) 
 PP1831
 PP1831_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK5375156138(NAD 83)
 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
 PP1831.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PP1831.See file dsdata.pdf to determine how the superseded data were derived.
 PP1831
 PP1831_MARKER: Z = SEE DESCRIPTION
 PP1831_SETTING: 30 = SET IN A LIGHT STRUCTURE
 PP1831_SP_SET: CONCRETE FOOTING
 PP1831_STAMPING: 2
 PP1831_MARK LOGO: MNDT
 PP1831_MAGNETIC: N = NO MAGNETIC MATERIAL
 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 16, 2013
 PP1831
 PP1831  HISTORY     - Date     Condition        Report By
 PP1831  HISTORY     - 19720401 MONUMENTED       MNDT
 PP1831  HISTORY     - 1972     GOOD             MNDT
 PP1831  HISTORY     - 1980     GOOD             MNDT
 PP1831  HISTORY     - 19980911 GOOD             MNDT
 PP1831  HISTORY     - 20080605 GOOD             MNDT
 PP1831  HISTORY     - 20130916 GOOD             MNDT
 PP1831
 PP1831                          STATION DESCRIPTION
 PP1831
 PP1831'DESCRIBED BY MN DEPT OF TRANSP 1972
 PP1831'4.4 MI SW FROM SHAKOPEE.
 PP1831'MARK IS LOCATED 4.4 MILES SOUTH ALONG TH 169 FROM THE JUNCTION OF TH
 PP1831'169 AND TH 101 IN SHAKOPEE 0.7 MILES SOUTH OF TH 41, 0.25 MILES NORTH
 PP1831'OF AN ENTRANCE WEST TO BRYAN AGGREGATE (AND AN EAST-WEST POWER LINE),
 PP1831'300 FEET SOUTH OF A T ROAD EAST, 35 FEET WEST OF THE CENTERLINE OF
 PP1831'NORTHBOUND TH 169 AT MILE POINT 105.8 (STATION 609+70), IN A CONCRETE
 PP1831'CATCH BASIN IN THE TH 169 MEDIAN STRIP.  NE 1/4 SECTION 21, T 115N, R
 PP1831'23W.
 PP1831
 PP1831                          STATION RECOVERY (1980)
 PP1831
 PP1831'RECOVERY NOTE BY MN DEPT OF TRANSP 1980 (EGS)
 PP1831'THE MARK WAS RECOVERED IN GOOD CONDITION 4.4 MILES SOUTHWEST ALONG
 PP1831'TRUNK HIGHWAY 169 FROM ITS JUNCTION WITH TRUNK HIGHWAY 101 IN
 PP1831'SHAKOPEE, IN THE NE 1/4 OF SECTION 21, T115N, R23W.  THE MARK IS 0.7
 PP1831'MILE SOUTH OF TRUNK HIGHWAY 41, 300 FEET SOUTH OF A T - ROAD TO THE
 PP1831'EAST, IN THE MEDIAN BETWEEN THE LANES OF TRUNK HIGHWAY 169 AT
 PP1831'MILEPOINT 105.75 (STATION 609+70).  THE MARK, A BRASS PLUG, IS SET IN
 PP1831'THE TOP OF THE SOUTHEAST CORNER OF THE CONCRETE TOP OF A MEDIAN DRAIN
 PP1831'CATCH BASIN.
 PP1831
 PP1831                          STATION RECOVERY (1998)
 PP1831
 PP1831'RECOVERY NOTE BY MN DEPT OF TRANSP 1998 (WAS)
 PP1831'THE MARK WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.  THE MARK IS A
 PP1831'BRASS PLUG.
 PP1831
 PP1831                          STATION RECOVERY (2008)
 PP1831
 PP1831'RECOVERY NOTE BY MN DEPT OF TRANSP 2008 (PL)
 PP1831'RECOVERED AS DESCRIBED.
 PP1831
 PP1831                          STATION RECOVERY (2013)
 PP1831
 PP1831'RECOVERY NOTE BY MN DEPT OF TRANSP 2013 (MPP)
 PP1831'3.0 MI (4.8 KM) SOUTHWEST OF SHAKOPEE, 0.7 MI (1.1 KM) SOUTH ALONG
 PP1831'TRUNK HIGHWAY 169  FROM THE JUNCTION OF TRUNK HIGHWAY 169 AND TRUNK
 PP1831'HIGHWAY 41, AT TRUNK HIGHWAY 169 MILE POINT 105.75, 300 FT (91.4 M)
 PP1831'SOUTH OF TEE-ROAD EAST, IN TRUNK HIGHWAY 169 MEDIAN, IN SOUTHEAST
 PP1831'CORNER OF CATCH BASIN.  MARK IS BRASS PLUG.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 PP1793 ***********************************************************************
 PP1793  DESIGNATION -  169 3
 PP1793  PID         -  PP1793
 PP1793  STATE/COUNTY-  MN/SCOTT
 PP1793  COUNTRY     -  US
 PP1793  USGS QUAD   -  BELLE PLAINE SOUTH (2019)
 PP1793
 PP1793                         *CURRENT SURVEY CONTROL
 PP1793  ______________________________________________________________________
 PP1793* NAD 83(1986) POSITION- 44 36 52.66   (N) 093 45 57.66   (W)   HD_HELD1
 PP1793* NAVD 88 ORTHO HEIGHT -   259.163 (meters)      850.27  (feet) ADJUSTED
 PP1793  ______________________________________________________________________
 PP1793  GEOID HEIGHT    -        -27.434 (meters)                     GEOID18
 PP1793  DYNAMIC HEIGHT  -        259.145 (meters)      850.21  (feet) COMP
 PP1793  MODELED GRAVITY -    980,537.8   (mgal)                       NAVD 88
 PP1793
 PP1793  VERT ORDER      -  SECOND    CLASS 0
 PP1793
 PP1793.The horizontal coordinates were determined by differentially corrected
 PP1793.hand held GPS observations or other comparable positioning techniques
 PP1793.and have an estimated accuracy of +/- 3 meters.
 PP1793
 PP1793.The orthometric height was determined by differential leveling and
 PP1793.adjusted by the NATIONAL GEODETIC SURVEY
 PP1793.in June 1991.
 PP1793
 PP1793.Significant digits in the geoid height do not necessarily reflect accuracy.
 PP1793.GEOID18 height accuracy estimate available here.
 PP1793
 PP1793.Click photographs - Photos may exist for this station.
 PP1793
 PP1793.The dynamic height is computed by dividing the NAVD 88
 PP1793.geopotential number by the normal gravity value computed on the
 PP1793.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP1793.degrees latitude (g = 980.6199 gals.).
 PP1793
 PP1793.The modeled gravity was interpolated from observed gravity values.
 PP1793
 PP1793;                    North         East    Units  Estimated Accuracy
 PP1793;SPC MN S     -   279,430.4     818,570.7     MT  (+/- 3 meters HH1 GPS) 
 PP1793
 PP1793_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK3922240427(NAD 83)
 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
 PP1793.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PP1793.See file dsdata.pdf to determine how the superseded data were derived.
 PP1793
 PP1793_MARKER: Z = SEE DESCRIPTION
 PP1793_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 PP1793_SP_SET: CULVERT
 PP1793_STAMPING: UNSTAMPED
 PP1793_MARK LOGO: MNDT
 PP1793_MAGNETIC: N = NO MAGNETIC MATERIAL
 PP1793_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PP1793+STABILITY: SURFACE MOTION
 PP1793_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 PP1793+SATELLITE: SATELLITE OBSERVATIONS - September 19, 2013
 PP1793
 PP1793  HISTORY     - Date     Condition        Report By
 PP1793  HISTORY     - 19730401 MONUMENTED       MNDT
 PP1793  HISTORY     - 1973     GOOD             MNDT
 PP1793  HISTORY     - 20080612 GOOD             MNDT
 PP1793  HISTORY     - 20130919 GOOD             MNDT
 PP1793
 PP1793                          STATION DESCRIPTION
 PP1793
 PP1793'DESCRIBED BY MN DEPT OF TRANSP 1973
 PP1793'IN BELLE PLAINE.
 PP1793'THE MARK IS 0.1 MILE NORTHEAST MEASURED ALONG T.H. 169 FROM ITS
 PP1793'JUNCTION WITH T.H. 25 AT BELLE PLAINE.  IT IS 0.1 MILE NORTHEAST OF
 PP1793'COUNTY ROAD NO. 3, 35 FEET EAST OF NORTHBOUND T.H. 169 STA. 796+63. IT
 PP1793'IS A BRASS PLUG IN THE SOUTHEAST CORNER OF A HEADWALL OF A BOX
 PP1793'CULVERT, 10 FEET BELOW THE LEVEL OF T.H. 169, AT T.H. 169 MILE MARK
 PP1793'91.3.  NW 1/4 SECTION 7, T 113N, R 24W.
 PP1793
 PP1793                          STATION RECOVERY (2008)
 PP1793
 PP1793'RECOVERY NOTE BY MN DEPT OF TRANSP 2008 (MPP)
 PP1793'THE STATION IS LOCATED ABOUT 7.7 MI (12.4 KM) WEST-SOUTHWEST OF
 PP1793'JORDAN, 6.9 MI (11.1 KM) NORTHWEST OF UNION HILL AND IN THE TOWN OF
 PP1793'BELLE PLAINE, MN.
 PP1793'
 PP1793'TO REACH TO THE MARK GO 1.0 MI (1.6 KM) SOUTHWEST ALONG TRUNK HIGHWAY
 PP1793'169 FROM THE JUNCTION OF TRUNK HIGHWAY 169 AND TRUNK HIGHWAY 25 AT
 PP1793'BELLE PLAINE, 0.1 MI (0.2 KM) NORTHEAST OF COUNTY ROAD 3, AT TRUNK
 PP1793'HIGHWAY 169 MILE POINT 91.3, 35 FT (10.7 M) EAST OF NORTHBOUND TRUNK
 PP1793'HIGHWAY 169, IN THE SOUTHEAST CORNER OF A HEADWALL OF A BOX CULVERT,
 PP1793'STATION IS A BRASS PLUG.
 PP1793
 PP1793                          STATION RECOVERY (2013)
 PP1793
 PP1793'RECOVERY NOTE BY MN DEPT OF TRANSP 2013 (MPP)
 PP1793'IN BELLE PLAINE, 1.0 MILE SOUTHWEST ALONG TRUNK HIGHWAY 169 FROM
 PP1793'JUNCTION OF TRUNK HIGHWAY 169 AND TRUNK HIGHWAY 25 AT BELLE PLAINE, AT
 PP1793'TRUNK HIGHWAY 169 MILEPOINT 91.3, 0.1 MILE NORTHEAST OF COUNTY ROAD 3,
 PP1793'35.0 FEET EAST OF NORTHBOUND TRUNK HIGHWAY 169, IN SOUTHEAST CORNER OF
 PP1793'A HEADWALL OF BOX CULVERT.  STATION IS BRASS PLUG.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 PP1802 ***********************************************************************
 PP1802  DESIGNATION -  169 5
 PP1802  PID         -  PP1802
 PP1802  STATE/COUNTY-  MN/SCOTT
 PP1802  COUNTRY     -  US
 PP1802  USGS QUAD   -  JORDAN WEST (2019)
 PP1802
 PP1802                         *CURRENT SURVEY CONTROL
 PP1802  ______________________________________________________________________
 PP1802* NAD 83(1986) POSITION- 44 38 03.39   (N) 093 43 36.98   (W)   HD_HELD1
 PP1802* NAVD 88 ORTHO HEIGHT -   257.382 (meters)      844.43  (feet) ADJUSTED
 PP1802  ______________________________________________________________________
 PP1802  GEOID HEIGHT    -        -27.295 (meters)                     GEOID18
 PP1802  DYNAMIC HEIGHT  -        257.365 (meters)      844.37  (feet) COMP
 PP1802  MODELED GRAVITY -    980,544.2   (mgal)                       NAVD 88
 PP1802
 PP1802  VERT ORDER      -  SECOND    CLASS I
 PP1802
 PP1802.The horizontal coordinates were determined by differentially corrected
 PP1802.hand held GPS observations or other comparable positioning techniques
 PP1802.and have an estimated accuracy of +/- 3 meters.
 PP1802
 PP1802.The orthometric height was determined by differential leveling and
 PP1802.adjusted by the NATIONAL GEODETIC SURVEY
 PP1802.in May 2019.
 PP1802
 PP1802.Significant digits in the geoid height do not necessarily reflect accuracy.
 PP1802.GEOID18 height accuracy estimate available here.
 PP1802
 PP1802.Click photographs - Photos may exist for this station.
 PP1802
 PP1802.The dynamic height is computed by dividing the NAVD 88
 PP1802.geopotential number by the normal gravity value computed on the
 PP1802.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP1802.degrees latitude (g = 980.6199 gals.).
 PP1802
 PP1802.The modeled gravity was interpolated from observed gravity values.
 PP1802
 PP1802;                    North         East    Units  Estimated Accuracy
 PP1802;SPC MN S     -   281,623.1     821,664.9     MT  (+/- 3 meters HH1 GPS) 
 PP1802
 PP1802_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK4234242581(NAD 83)
 PP1802
 PP1802                          SUPERSEDED SURVEY CONTROL
 PP1802
 PP1802  NAVD 88 (09/20/16)  257.377  (m)          844.41   (f) SUPERSEDED  2 1
 PP1802  NAVD 88 (06/15/91)  257.170  (m)          843.73   (f) SUPERSEDED  2 0
 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
 PP1802.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PP1802.See file dsdata.pdf to determine how the superseded data were derived.
 PP1802
 PP1802_MARKER: B = BOLT
 PP1802_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 PP1802+WITH SETTING: PAVEMENT
 PP1802_SP_SET: SIGN FOOTING
 PP1802_MARK LOGO: MNDT
 PP1802_MAGNETIC: N = NO MAGNETIC MATERIAL
 PP1802_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PP1802+STABILITY: SURFACE MOTION
 PP1802_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 PP1802+SATELLITE: SATELLITE OBSERVATIONS - September 18, 2013
 PP1802
 PP1802  HISTORY     - Date     Condition        Report By
 PP1802  HISTORY     - 1973     MONUMENTED       MNHD
 PP1802  HISTORY     - 20080612 GOOD             MNDT
 PP1802  HISTORY     - 20130918 GOOD             MNDT
 PP1802
 PP1802                          STATION DESCRIPTION
 PP1802
 PP1802'DESCRIBED BY MN HIGHWAY DEPT 1973
 PP1802'2.4 MI NE FROM BELLE PLAINE.
 PP1802'THE MARK IS 2.4 MILES NORTHEAST MEASURED ALONG T.H. 169 FROM ITS
 PP1802'JUNCTION WITH T.H. 25 AT BELLE PLAINE.  IT IS 0.1 MILE NORTHEAST OF
 PP1802'COUNTY ROAD NO. 66, 80 FEET EAST OF NORTHBOUND T.H. 169 STATION
 PP1802'923+57.  IT IS THE TOP OF THE NORTHEAST BOLT IN THE EAST LEG OF BASE
 PP1802'OF APCO SIGN, AT T.H. 169 MILE MARK 93.7.  SE 1/4 SECTION 32, T 114N,
 PP1802'R 24W.
 PP1802
 PP1802                          STATION RECOVERY (2008)
 PP1802
 PP1802'RECOVERY NOTE BY MN DEPT OF TRANSP 2008 (WEF)
 PP1802'THE STATION IS LOCATED ABOUT 7.0 MI (11.3 KM) NORTH-NORTHWEST OF UNION
 PP1802'HILL, 5.3 MI (8.5 KM) WEST-SOUTHWEST OF JORDAN AND 2.3 MI (3.7 KM)
 PP1802'EAST-NORTHEAST OF BELLE PLAINE.
 PP1802'
 PP1802'TO REACH TO THE MARK GO 2.4 MI (3.9 KM) NORTHEAST FROM BELLE PLAINE,
 PP1802'2.4 MI (3.9 KM) NORTHEAST ALONG TRUNK HIGHWAY 169 FROM THE JUNCTION OF
 PP1802'TRUNK HIGHWAY 169 AND TRUNK HIGHWAY 25 AT BELLE PLAINE, 0.1 MI (0.2
 PP1802'KM) NORTHEAST OF COUNTY ROAD 66, 80 FT (24.4 M) EAST OF NORTHBOUND
 PP1802'TRUNK HIGHWAY 169, NORTHEAST BOLT IN THE EAST LEG OF BASE OF HOT SPOT
 PP1802'GAS STATION SIGN.
 PP1802
 PP1802                          STATION RECOVERY (2013)
 PP1802
 PP1802'RECOVERY NOTE BY MN DEPT OF TRANSP 2013 (MPP)
 PP1802'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 PP1807 ***********************************************************************
 PP1807  DESIGNATION -  169 6
 PP1807  PID         -  PP1807
 PP1807  STATE/COUNTY-  MN/SCOTT
 PP1807  COUNTRY     -  US
 PP1807  USGS QUAD   -  JORDAN WEST (2019)
 PP1807
 PP1807                         *CURRENT SURVEY CONTROL
 PP1807  ______________________________________________________________________
 PP1807* NAD 83(1986) POSITION- 44 39 21.59   (N) 093 40 38.50   (W)   HD_HELD1
 PP1807* NAVD 88 ORTHO HEIGHT -   231.469 (meters)      759.41  (feet) ADJUSTED
 PP1807  ______________________________________________________________________
 PP1807  GEOID HEIGHT    -        -27.148 (meters)                     GEOID18
 PP1807  DYNAMIC HEIGHT  -        231.455 (meters)      759.37  (feet) COMP
 PP1807  MODELED GRAVITY -    980,552.6   (mgal)                       NAVD 88
 PP1807
 PP1807  VERT ORDER      -  SECOND    CLASS I
 PP1807
 PP1807.The horizontal coordinates were determined by differentially corrected
 PP1807.hand held GPS observations or other comparable positioning techniques
 PP1807.and have an estimated accuracy of +/- 3 meters.
 PP1807
 PP1807.The orthometric height was determined by differential leveling and
 PP1807.adjusted by the NATIONAL GEODETIC SURVEY
 PP1807.in May 2019.
 PP1807
 PP1807.Significant digits in the geoid height do not necessarily reflect accuracy.
 PP1807.GEOID18 height accuracy estimate available here.
 PP1807
 PP1807.Click photographs - Photos may exist for this station.
 PP1807
 PP1807.The dynamic height is computed by dividing the NAVD 88
 PP1807.geopotential number by the normal gravity value computed on the
 PP1807.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP1807.degrees latitude (g = 980.6199 gals.).
 PP1807
 PP1807.The modeled gravity was interpolated from observed gravity values.
 PP1807
 PP1807;                    North         East    Units  Estimated Accuracy
 PP1807;SPC MN S     -   284,051.1     825,588.8     MT  (+/- 3 meters HH1 GPS) 
 PP1807
 PP1807_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK4629544960(NAD 83)
 PP1807
 PP1807                          SUPERSEDED SURVEY CONTROL
 PP1807
 PP1807  NAVD 88 (09/20/16)  231.470  (m)          759.41   (f) SUPERSEDED  2 1
 PP1807  NAVD 88 (06/15/91)  231.785  (m)          760.45   (f) SUPERSEDED  2 0
 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
 PP1807.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PP1807.See file dsdata.pdf to determine how the superseded data were derived.
 PP1807
 PP1807_MARKER: B = BOLT
 PP1807_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 PP1807+WITH SETTING: PAVEMENT
 PP1807_SP_SET: SIGN BASE
 PP1807_STAMPING: UNSTAMPED
 PP1807_MARK LOGO: MNDT
 PP1807_MAGNETIC: N = NO MAGNETIC MATERIAL
 PP1807_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PP1807+STABILITY: SURFACE MOTION
 PP1807_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 PP1807+SATELLITE: SATELLITE OBSERVATIONS - September 18, 2013
 PP1807
 PP1807  HISTORY     - Date     Condition        Report By
 PP1807  HISTORY     - 1973     MONUMENTED       MNHD
 PP1807  HISTORY     - 20080612 GOOD             MNDT
 PP1807  HISTORY     - 20130918 GOOD             MNDT
 PP1807
 PP1807                          STATION DESCRIPTION
 PP1807
 PP1807'DESCRIBED BY MN HIGHWAY DEPT 1973
 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, T114N, R24W.
 PP1807
 PP1807                          STATION RECOVERY (2008)
 PP1807
 PP1807'RECOVERY NOTE BY MN DEPT OF TRANSP 2008 (WEF)
 PP1807'THE STATION IS LOCATED ABOUT 7.8 MI (12.6 KM) NORTH OF UNION HILL, 5.0
 PP1807'MI (8.0 KM) EAST-NORTHEAST OF BELLE PLAINE AND 2.7 MI (4.3 KM)
 PP1807'WEST-SOUTHWEST OF JORDAN.
 PP1807'
 PP1807'TO REACH TO THE MARK GO 2.1 MI (3.4 KM) SOUTHWEST ALONG TRUNK HIGHWAY
 PP1807'169 FROM ITS JUNCTION WITH TRUNK HIGHWAY 282 IN JORDAN, 0.1 MI (0.2
 PP1807'KM) SOUTHWEST OF COUNTY ROAD 59, 76 FT (23.2 M) EAST OF NORTHBOUND
 PP1807'TRUNK HIGHWAY 169, AT TRUNK HIGHWAY 169 MILE POINT 96.7, NORTHEAST
 PP1807'BOLT IN THE BASE OF PROVIDENCE MOTORS SIGN, AT ADDRESS NUMBER 20225, 5
 PP1807'FT (1.5 M) EAST OF ADDRESS SIGN.
 PP1807
 PP1807                          STATION RECOVERY (2013)
 PP1807
 PP1807'RECOVERY NOTE BY MN DEPT OF TRANSP 2013 (MPP)
 PP1807'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DF5917 ***********************************************************************
 DF5917  DESIGNATION -  17
 DF5917  PID         -  DF5917
 DF5917  STATE/COUNTY-  MN/PINE
 DF5917  COUNTRY     -  US
 DF5917  USGS QUAD   -  CEDAR LAKE (2019)
 DF5917
 DF5917                         *CURRENT SURVEY CONTROL
 DF5917  ______________________________________________________________________
 DF5917* NAD 83(2011) POSITION- 45 54 37.22744(N) 092 49 39.90924(W)   ADJUSTED
 DF5917* NAD 83(2011) ELLIP HT-   276.580 (meters)        (06/27/12)   ADJUSTED
 DF5917* NAD 83(2011) EPOCH   -  2010.00
 DF5917* NAVD 88 ORTHO HEIGHT -   303.8   (meters)      997.    (feet) GPS OBS
 DF5917  ______________________________________________________________________
 DF5917  NAVD 88 orthometric height was determined with geoid model    GEOID99
 DF5917  GEOID HEIGHT    -        -27.093 (meters)                     GEOID99
 DF5917  GEOID HEIGHT    -        -27.144 (meters)                     GEOID18
 DF5917  NAD 83(2011) X  -   -219,321.012 (meters)                     COMP
 DF5917  NAD 83(2011) Y  - -4,440,262.571 (meters)                     COMP
 DF5917  NAD 83(2011) Z  -  4,558,517.872 (meters)                     COMP
 DF5917  LAPLACE CORR    -          8.11  (seconds)                    DEFLEC18
 DF5917
 DF5917  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DF5917  Standards:
 DF5917         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DF5917            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DF5917  -------------------------------------------------------------------
 DF5917  NETWORK    1.26   0.82           0.56   0.46   0.42     -0.10617883
 DF5917  -------------------------------------------------------------------
 DF5917  Click here for local accuracies and other accuracy information.
 DF5917
 DF5917.The horizontal coordinates were established by GPS observations
 DF5917.and adjusted by the National Geodetic Survey in June 2012.
 DF5917
 DF5917.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DF5917.been affixed to the stable North American tectonic plate. See 
 DF5917.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DF5917
 DF5917.The horizontal coordinates are valid at the epoch date displayed above
 DF5917.which is a decimal equivalence of Year/Month/Day.
 DF5917
 DF5917.The orthometric height was determined by GPS observations and a
 DF5917.high-resolution geoid model.
 DF5917
 DF5917.Significant digits in the geoid height do not necessarily reflect accuracy.
 DF5917.GEOID18 height accuracy estimate available here.
 DF5917
 DF5917.Click photographs - Photos may exist for this station.
 DF5917
 DF5917.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DF5917
 DF5917.The Laplace correction was computed from DEFLEC18 derived deflections.
 DF5917
 DF5917.The ellipsoidal height was determined by GPS observations
 DF5917.and is referenced to NAD 83.
 DF5917
 DF5917. The following values were computed from the NAD 83(2011) position.
 DF5917
 DF5917;                    North         East     Units Scale Factor Converg.
 DF5917;SPC MN C     -   202,171.562   910,338.269   MT  0.99994932   +1 01 43.8
 DF5917;SPC MN C     -   663,291.20  2,986,668.14   sFT  0.99994932   +1 01 43.8
 DF5917;UTM  15      - 5,084,100.259   513,359.043   MT  0.99960219   +0 07 25.4
 DF5917
 DF5917!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF5917!SPC MN C     -   0.99995664  x   0.99994932  =   0.99990596
 DF5917!UTM  15      -   0.99995664  x   0.99960219  =   0.99955885
 DF5917
 DF5917_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWL1335984100(NAD 83)
 DF5917
 DF5917                          SUPERSEDED SURVEY CONTROL
 DF5917
 DF5917  NAD 83(2007)-  45 54 37.22742(N)    092 49 39.90977(W) AD(2002.00) 0
 DF5917  ELLIP H (02/10/07)  276.610  (m)                       GP(2002.00)    
 DF5917  NAD 83(1996)-  45 54 37.22735(N)    092 49 39.90924(W) AD(       ) 1
 DF5917  ELLIP H (05/27/03)  276.658  (m)                       GP(       ) 3 1
 DF5917
 DF5917.Superseded values are not recommended for survey control.
 DF5917
 DF5917.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF5917.See file dsdata.pdf to determine how the superseded data were derived.
 DF5917
 DF5917_MARKER: DH = HORIZONTAL CONTROL DISK
 DF5917_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF5917_STAMPING: NO 17
 DF5917_MARK LOGO: MN-115
 DF5917_PROJECTION: FLUSH
 DF5917_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DF5917_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DF5917+STABILITY: SURFACE MOTION
 DF5917_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF5917+SATELLITE: SATELLITE OBSERVATIONS - November 20, 2019
 DF5917
 DF5917  HISTORY     - Date     Condition        Report By
 DF5917  HISTORY     - 1999     MONUMENTED       MN-115
 DF5917  HISTORY     - 20071017 GOOD             MNDT
 DF5917  HISTORY     - 20191120 GOOD             MNDT
 DF5917
 DF5917                          STATION DESCRIPTION
 DF5917
 DF5917'DESCRIBED BY PINE COUNTY MINNESOTA 1999 (MBR)
 DF5917'6 MI (9.7 KM) EAST OF BEROUN ALONG CO RD 14 FROM JCT OF CO RD 61 THEN
 DF5917'0.5 MI (0.8 KM) NORTH AND 0.45 MI (0.72 KM) EAST ALONG TWP RD, 16 FT
 DF5917'(4.9 M) SOUTH OF TWP RD, 4 FT (1.2 M) WEST OF P-POLE, 2 FT (0.6 M)
 DF5917'EAST OF WIT POST.
 DF5917
 DF5917                          STATION RECOVERY (2007)
 DF5917
 DF5917'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (DAS)
 DF5917'RECOVERED AS DESCRIBED.
 DF5917
 DF5917                          STATION RECOVERY (2019)
 DF5917
 DF5917'RECOVERY NOTE BY MN DEPT OF TRANSP 2019 (MPP)
 DF5917'7.0 MI (11.3 KM) EAST OF BEROUN, 6.0 MI (9.7 KM) EAST ALONG COUNTY
 DF5917'ROAD 14 FROM THE JUNCTION OF COUNTY ROAD 14 AND COUNTY ROAD 61 IN
 DF5917'BEROUN, THEN 0.5 MI (0.8 KM) NORTH ALONG EVERGREEN ROAD, THEN 0.45 MI
 DF5917'(0.72 KM) EAST ALONG BLUE HERON ROAD, 16.0 FT (4.9 M) SOUTH OF BLUE
 DF5917'HERON ROAD, 4.0 FT (1.2 M) WEST OF A POWER POLE, 2.0 FT (0.6 M) EAST
 DF5917'OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DF8706 ***********************************************************************
 DF8706  DESIGNATION -  17
 DF8706  PID         -  DF8706
 DF8706  STATE/COUNTY-  MN/KANABEC
 DF8706  COUNTRY     -  US
 DF8706  USGS QUAD   -  OGILVIE (2019)
 DF8706
 DF8706                         *CURRENT SURVEY CONTROL
 DF8706  ______________________________________________________________________
 DF8706* NAD 83(2011) POSITION- 45 51 45.07566(N) 093 27 09.90467(W)   ADJUSTED
 DF8706* NAD 83(2011) ELLIP HT-   299.915 (meters)        (06/27/12)   ADJUSTED
 DF8706* NAD 83(2011) EPOCH   -  2010.00
 DF8706* NAVD 88 ORTHO HEIGHT -   327.533 (meters)     1074.58  (feet) ADJUSTED
 DF8706  ______________________________________________________________________
 DF8706  GEOID HEIGHT    -        -27.616 (meters)                     GEOID18
 DF8706  NAD 83(2011) X  -   -267,973.468 (meters)                     COMP
 DF8706  NAD 83(2011) Y  - -4,441,431.556 (meters)                     COMP
 DF8706  NAD 83(2011) Z  -  4,554,834.678 (meters)                     COMP
 DF8706  LAPLACE CORR    -         -4.00  (seconds)                    DEFLEC18
 DF8706  DYNAMIC HEIGHT  -        327.536 (meters)     1074.59  (feet) COMP
 DF8706  MODELED GRAVITY -    980,612.4   (mgal)                       NAVD 88
 DF8706
 DF8706  VERT ORDER      -  SECOND    CLASS I
 DF8706
 DF8706  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DF8706  Standards:
 DF8706         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DF8706            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DF8706  -------------------------------------------------------------------
 DF8706  NETWORK    0.33   0.41           0.15   0.11   0.21     -0.05088081
 DF8706  -------------------------------------------------------------------
 DF8706  Click here for local accuracies and other accuracy information.
 DF8706
 DF8706.The horizontal coordinates were established by GPS observations
 DF8706.and adjusted by the National Geodetic Survey in June 2012.
 DF8706
 DF8706.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DF8706.been affixed to the stable North American tectonic plate. See 
 DF8706.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DF8706
 DF8706.The horizontal coordinates are valid at the epoch date displayed above
 DF8706.which is a decimal equivalence of Year/Month/Day.
 DF8706
 DF8706.The orthometric height was determined by differential leveling and
 DF8706.adjusted by the NATIONAL GEODETIC SURVEY
 DF8706.in April 2021.
 DF8706
 DF8706.Significant digits in the geoid height do not necessarily reflect accuracy.
 DF8706.GEOID18 height accuracy estimate available here.
 DF8706
 DF8706.Click photographs - Photos may exist for this station.
 DF8706
 DF8706.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DF8706
 DF8706.The Laplace correction was computed from DEFLEC18 derived deflections.
 DF8706
 DF8706.The ellipsoidal height was determined by GPS observations
 DF8706.and is referenced to NAD 83.
 DF8706
 DF8706.The dynamic height is computed by dividing the NAVD 88
 DF8706.geopotential number by the normal gravity value computed on the
 DF8706.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DF8706.degrees latitude (g = 980.6199 gals.).
 DF8706
 DF8706.The modeled gravity was interpolated from observed gravity values.
 DF8706
 DF8706. The following values were computed from the NAD 83(2011) position.
 DF8706
 DF8706;                    North         East     Units Scale Factor Converg.
 DF8706;SPC MN C     -   196,177.563   861,906.506   MT  0.99995580   +0 34 36.2
 DF8706;SPC MN C     -   643,625.89  2,827,771.60   sFT  0.99995580   +0 34 36.2
 DF8706;UTM  15      - 5,078,872.472   464,855.706   MT  0.99961518   -0 19 29.7
 DF8706
 DF8706!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF8706!SPC MN C     -   0.99995298  x   0.99995580  =   0.99990879
 DF8706!UTM  15      -   0.99995298  x   0.99961518  =   0.99956818
 DF8706
 DF8706_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL6485578872(NAD 83)
 DF8706
 DF8706                          SUPERSEDED SURVEY CONTROL
 DF8706
 DF8706  NAD 83(2007)-  45 51 45.07576(N)    093 27 09.90550(W) AD(2002.00) 0
 DF8706  ELLIP H (02/10/07)  299.968  (m)                       GP(2002.00)    
 DF8706  NAD 83(1996)-  45 51 45.07566(N)    093 27 09.90527(W) AD(       ) 1
 DF8706  ELLIP H (10/22/03)  300.001  (m)                       GP(       ) 3 2
 DF8706  NAVD 88 (07/18/11)  327.54   (m)  GEOID09  model used  GPS OBS        
 DF8706  NAVD 88 (10/22/03)  327.6    (m)  GEOID99  model used  GPS OBS        
 DF8706
 DF8706.Superseded values are not recommended for survey control.
 DF8706
 DF8706.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF8706.See file dsdata.pdf to determine how the superseded data were derived.
 DF8706
 DF8706_MARKER: DD = SURVEY DISK
 DF8706_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF8706_STAMPING: 17
 DF8706_MARK LOGO: MN-065
 DF8706_PROJECTION: FLUSH
 DF8706_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DF8706_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DF8706+STABILITY: SURFACE MOTION
 DF8706_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF8706+SATELLITE: SATELLITE OBSERVATIONS - June 06, 2017
 DF8706
 DF8706  HISTORY     - Date     Condition        Report By
 DF8706  HISTORY     - 20011102 MONUMENTED       MN-065
 DF8706  HISTORY     - 20100422 GOOD             MNDT
 DF8706  HISTORY     - 20170606 GOOD             MNDT
 DF8706
 DF8706                          STATION DESCRIPTION
 DF8706
 DF8706'DESCRIBED BY KANABEC COUNTY MINNESOTA 2001 (MPP)
 DF8706'2 MI (3.2 KM) NORTH OF OGILVIE, 2 MI (3.2 KM) NORTH ALONG TH 47 FROM
 DF8706'JCT OF TH 47 AND CO RD 10, THEN 1 MI (1.6 KM) WEST ON 190TH AVE, 33 FT
 DF8706'(10.1 M) NORTH OF 190TH AVE, 9 FT (2.7 M) WEST OF EXTENDED CENTER OF
 DF8706'CO RD 53 (DELTA ST) , 2 FT (0.6 M) SOUTH OF WIT POST, FLUSH, MAGNETIC.
 DF8706'
 DF8706
 DF8706                          STATION RECOVERY (2010)
 DF8706
 DF8706'RECOVERY NOTE BY MN DEPT OF TRANSP 2010 (MAS)
 DF8706'THE MARK WAS RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.
 DF8706'THE MARK IS 2.0 MILES NORTH OF OGILVIE, 2.0 MILES NORTH ALONG TRUNK
 DF8706'HIGHWAY 47 FROM JUNCTION OF TRUNK HIGHWAY 47 AND COUNTY ROAD 10, TO
 DF8706'TRUNK HIGHWAY 47 MILEPOINT 71.25, THEN 1.0 MILE WEST ON 190TH AVENUE,
 DF8706'33.0 FEET NORTH OF 190TH AVENUE, 9.0 FEET WEST OF EXTENDED CENTERLINE
 DF8706'OF COUNTY ROAD 53 (DELTA STREET), 2.0 FEET SOUTH OF WITNESS POST.
 DF8706
 DF8706                          STATION RECOVERY (2017)
 DF8706
 DF8706'RECOVERY NOTE BY MN DEPT OF TRANSP 2017 (MAS)
 DF8706'2.0 MI (3.2 KM) NORTH OF OGILVIE, 2.2 MI (3.5 KM) NORTH ALONG TRUNK
 DF8706'HIGHWAY 47 FROM THE WEST JUNCTION OF TRUNK HIGHWAY 47 AND TRUNK
 DF8706'HIGHWAY 23 IN OGILVIE TO TRUNK HIGHWAY 47 MILE POINT 71.25, THEN 1.0
 DF8706'MI (1.6 KM) WEST ON 190TH AVENUE, 33.0 FT (10.1 M) NORTH OF 190TH
 DF8706'AVENUE, 9.0 FT (2.7 M) WEST OF THE EXTENDED CENTERLINE OF COUNTY ROAD
 DF8706'53 (DELTA STREET), 7.0 FT (2.1 M) SOUTH-SOUTHEAST OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 PQ1421 ***********************************************************************
 PQ1421  DESIGNATION -  17 08
 PQ1421  PID         -  PQ1421
 PQ1421  STATE/COUNTY-  MN/MEEKER
 PQ1421  COUNTRY     -  US
 PQ1421  USGS QUAD   -  COSMOS (2019)
 PQ1421
 PQ1421                         *CURRENT SURVEY CONTROL
 PQ1421  ______________________________________________________________________
 PQ1421* NAD 83(1986) POSITION- 44 57 02.6    (N) 094 44 14.0    (W)   HD_HELD2
 PQ1421* NAVD 88 ORTHO HEIGHT -   341.529 (meters)     1120.50  (feet) ADJUSTED
 PQ1421  ______________________________________________________________________
 PQ1421  GEOID HEIGHT    -        -26.915 (meters)                     GEOID18
 PQ1421  DYNAMIC HEIGHT  -        341.504 (meters)     1120.42  (feet) COMP
 PQ1421  MODELED GRAVITY -    980,531.4   (mgal)                       NAVD 88
 PQ1421
 PQ1421  VERT ORDER      -  SECOND    CLASS I
 PQ1421
 PQ1421.The horizontal coordinates were established by autonomous hand held GPS
 PQ1421.observations and have an estimated accuracy of +/- 10 meters.
 PQ1421
 PQ1421.The orthometric height was determined by differential leveling and
 PQ1421.adjusted by the NATIONAL GEODETIC SURVEY
 PQ1421.in June 1995.
 PQ1421
 PQ1421.Significant digits in the geoid height do not necessarily reflect accuracy.
 PQ1421.GEOID18 height accuracy estimate available here.
 PQ1421
 PQ1421.Click photographs - Photos may exist for this station.
 PQ1421
 PQ1421.The dynamic height is computed by dividing the NAVD 88
 PQ1421.geopotential number by the normal gravity value computed on the
 PQ1421.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PQ1421.degrees latitude (g = 980.6199 gals.).
 PQ1421
 PQ1421.The modeled gravity was interpolated from observed gravity values.
 PQ1421
 PQ1421;                    North         East    Units  Estimated Accuracy
 PQ1421;SPC MN S     -   317,013.      741,826.      MT  (+/- 10 meters HH2 GPS)
 PQ1421
 PQ1421_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUK6296278944(NAD 83)
 PQ1421
 PQ1421                          SUPERSEDED SURVEY CONTROL
 PQ1421
 PQ1421.No superseded survey control is available for this station.
 PQ1421
 PQ1421_MARKER: DB = BENCH MARK DISK
 PQ1421_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 PQ1421_STAMPING: 17-08 1978
 PQ1421_MARK LOGO: MNHD
 PQ1421_PROJECTION: FLUSH
 PQ1421_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT
 PQ1421_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PQ1421_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 PQ1421+SATELLITE: SATELLITE OBSERVATIONS - January 10, 2006
 PQ1421
 PQ1421  HISTORY     - Date     Condition        Report By
 PQ1421  HISTORY     - 1978     MONUMENTED       MNDT
 PQ1421  HISTORY     - 20060110 GOOD             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.
 PQ1421
 PQ1421                          STATION RECOVERY (2006)
 PQ1421
 PQ1421'RECOVERY NOTE BY MN DEPT OF TRANSP 2006 (MPP)
 PQ1421'2.2 MI (3.5 KM) NORTHWEST OF COSMOS, 2.0 MI (3.2 KM) WEST ALONG TRUNK
 PQ1421'HIGHWAY 7  FROM THE JUNCTION OF TRUNK HIGHWAY 7 AND TRUNK HIGHWAY 4 IN
 PQ1421'COSMOS, TO TRUNK HIGHWAY 7 MILE POINT 122.35, THEN 1.05 MI (1.69 KM)
 PQ1421'NORTH ON 515TH AVENUE, AT WEST EDGE OF FARM GROVE, 152 FT (46.3 M)
 PQ1421'SOUTH OF FARM ENTRANCE EAST, 106.9 FT (32.6 M) NORTH-NORTHEAST OF
 PQ1421'MAILBOX POST, 47 FT (14.3 M) EAST OF NORTH-SOUTH TOWNSHIP ROAD, 10.2
 PQ1421'FT (3.1 M) EAST OF POWER POLE, 0.4 FT (12 CM) WEST OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DL2407 ***********************************************************************
 DL2407  DESIGNATION -  17 ADP
 DL2407  PID         -  DL2407
 DL2407  STATE/COUNTY-  MN/CHISAGO
 DL2407  COUNTRY     -  US
 DL2407  USGS QUAD   -  RUSH LAKE (2019)
 DL2407
 DL2407                         *CURRENT SURVEY CONTROL
 DL2407  ______________________________________________________________________
 DL2407* NAD 83(2011) POSITION- 45 38 06.84504(N) 093 06 06.62636(W)   ADJUSTED
 DL2407* NAD 83(2011) ELLIP HT-   258.458 (meters)        (06/27/12)   ADJUSTED
 DL2407* NAD 83(2011) EPOCH   -  2010.00
 DL2407* NAVD 88 ORTHO HEIGHT -   286.8   (meters)      941.    (feet) GPS OBS
 DL2407  ______________________________________________________________________
 DL2407  NAVD 88 orthometric height was determined with geoid model    GEOID03
 DL2407  GEOID HEIGHT    -        -28.248 (meters)                     GEOID03
 DL2407  GEOID HEIGHT    -        -28.328 (meters)                     GEOID18
 DL2407  NAD 83(2011) X  -   -241,744.469 (meters)                     COMP
 DL2407  NAD 83(2011) Y  - -4,461,029.761 (meters)                     COMP
 DL2407  NAD 83(2011) Z  -  4,537,176.247 (meters)                     COMP
 DL2407  LAPLACE CORR    -          3.64  (seconds)                    DEFLEC18
 DL2407
 DL2407  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DL2407  Standards:
 DL2407         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DL2407            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DL2407  -------------------------------------------------------------------
 DL2407  NETWORK    0.60   0.63           0.28   0.19   0.32     -0.09167321
 DL2407  -------------------------------------------------------------------
 DL2407  Click here for local accuracies and other accuracy information.
 DL2407
 DL2407.The horizontal coordinates were established by GPS observations
 DL2407.and adjusted by the National Geodetic Survey in June 2012.
 DL2407
 DL2407.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DL2407.been affixed to the stable North American tectonic plate. See 
 DL2407.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DL2407
 DL2407.The horizontal coordinates are valid at the epoch date displayed above
 DL2407.which is a decimal equivalence of Year/Month/Day.
 DL2407
 DL2407.The orthometric height was determined by GPS observations and a
 DL2407.high-resolution geoid model.
 DL2407
 DL2407.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL2407.GEOID18 height accuracy estimate available here.
 DL2407
 DL2407.Click photographs - Photos may exist for this station.
 DL2407
 DL2407.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DL2407
 DL2407.The Laplace correction was computed from DEFLEC18 derived deflections.
 DL2407
 DL2407.The ellipsoidal height was determined by GPS observations
 DL2407.and is referenced to NAD 83.
 DL2407
 DL2407. The following values were computed from the NAD 83(2011) position.
 DL2407
 DL2407;                    North         East     Units Scale Factor Converg.
 DL2407;SPC MN C     -   171,253.433   889,519.343   MT  0.99999603   +0 49 50.0
 DL2407;SPC MN C     -   561,853.97  2,918,364.71   sFT  0.99999603   +0 49 50.0
 DL2407;UTM  15      - 5,053,525.912   492,062.585   MT  0.99960077   -0 04 22.1
 DL2407
 DL2407!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DL2407!SPC MN C     -   0.99995948  x   0.99999603  =   0.99995551
 DL2407!UTM  15      -   0.99995948  x   0.99960077  =   0.99956027
 DL2407
 DL2407_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL9206253525(NAD 83)
 DL2407
 DL2407                          SUPERSEDED SURVEY CONTROL
 DL2407
 DL2407  NAD 83(2007)-  45 38 06.84504(N)    093 06 06.62700(W) AD(2002.00) 1
 DL2407  ELLIP H (04/01/09)  258.475  (m)                       GP(2002.00) 3 2
 DL2407
 DL2407.Superseded values are not recommended for survey control.
 DL2407
 DL2407.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL2407.See file dsdata.pdf to determine how the superseded data were derived.
 DL2407
 DL2407_MARKER: DB = BENCH MARK DISK
 DL2407_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 DL2407_STAMPING: 17 ADP 1954
 DL2407_MARK LOGO: USGS
 DL2407_PROJECTION: PROJECTING 5 CENTIMETERS
 DL2407_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DL2407_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DL2407_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DL2407+SATELLITE: SATELLITE OBSERVATIONS - June 02, 2014
 DL2407
 DL2407  HISTORY     - Date     Condition        Report By
 DL2407  HISTORY     - 19540401 MONUMENTED       USGS
 DL2407  HISTORY     - 20051027 GOOD             MNDT
 DL2407  HISTORY     - 20140602 GOOD             MNDT
 DL2407
 DL2407                          STATION DESCRIPTION
 DL2407
 DL2407'DESCRIBED BY MN DEPT OF TRANSP 2005 (GJF)
 DL2407'7 MILES SOUTHWEST OF RUSH CITY, 0.25 MILE SOUTH ALONG COUNTY ROAD 30
 DL2407'FROM THE JUNCTION OF COUNTY ROAD 30 AND TRUNK HIGHWAY 361 IN RUSH
 DL2407'CITY, THENCE 7.2 MILES WEST ON COUNTY ROAD 7 TO RUSH POINT, THENCE 1.8
 DL2407'MILES SOUTH ON COUNTY ROAD 4, 3.9 MILES NORTH ALONG ACACIA TRAIL FROM
 DL2407'THE JUNCTION OF COUNTY ROAD 10, THENCE 0.18 MILE EAST ON BADGER
 DL2407'BOULEVARD, IN A PASTURE, 935 FEET EAST-NORTHEAST OF CROSSROADS, 200
 DL2407'FEET SOUTHEAST OF FARM HOUSE ON HILL, 44 FEET SOUTH AND 5 FEET EAST OF
 DL2407'ROAD AT DRIVEWAY NORTHWEST, 35.8 FEET SOUTHWEST OF POWER POLE AND
 DL2407'DRIVEWAY EXTENDED TO FIRE NUMBER F 890, 23.5 FEET SOUTHEAST OF GRAVEL
 DL2407'ROAD, 6.6 FEET SOUTHWEST OF WESTERN  FENCE POST OF TWO, 1.0 FOOT SOUTH
 DL2407'OF WITNESS POST.
 DL2407
 DL2407                          STATION RECOVERY (2014)
 DL2407
 DL2407'RECOVERY NOTE BY MN DEPT OF TRANSP 2014 (DAS)
 DL2407'7.0 MI (11.3 KM) SOUTHWEST OF RUSH CITY, 0.25 MI (0.4 KM) SOUTH ALONG
 DL2407'COUNTY ROAD 30  FROM THE JUNCTION OF TRUNK HIGHWAY 361 IN RUSH CITY,
 DL2407'THEN 7.2 MI (11.6 KM) WEST ON COUNTY ROAD 7 TO RUSH POINT, THEN 1.8 MI
 DL2407'(2.9 KM) SOUTH ON COUNTY ROAD 4, THEN 0.18 MI (0.3 KM) EAST ON BADGER
 DL2407'BOULEVARD, IN PASTURE, 935 FT (285.0 M) EAST-NORTHEAST OF CROSSROADS,
 DL2407'200 FT (61.0 M) SOUTHEAST OF FARM HOUSE ON HILL, 44 FT (13.4 M) SOUTH
 DL2407'AND 5 FT (1.5 M) EAST OF ROAD AT DRIVEWAY NORTHWEST, 35.8 FT (10.9 M)
 DL2407'SOUTHWEST OF POWER POLE AND DRIVEWAY TO FIRE NUMBER F 890 EXTENDED,
 DL2407'23.5 FT (7.2 M) SOUTHEAST OF GRAVEL ROAD, 6.6 FT (2.0 M) SOUTHWEST OF
 DL2407'WESTERN FENCE POST OF TWO, 1.0 FT (0.3 M) SOUTH OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 RN0469 ***********************************************************************
 RN0469  DESIGNATION -  17 BOLT
 RN0469  PID         -  RN0469
 RN0469  STATE/COUNTY-  MN/PINE
 RN0469  COUNTRY     -  US
 RN0469  USGS QUAD   -  HINCKLEY (2019)
 RN0469
 RN0469                         *CURRENT SURVEY CONTROL
 RN0469  ______________________________________________________________________
 RN0469* NAD 83(1986) POSITION- 46 00 43.     (N) 092 56 37.     (W)   SCALED
 RN0469* NAVD 88 ORTHO HEIGHT -   313.936 (meters)     1029.97  (feet) ADJUSTED
 RN0469  ______________________________________________________________________
 RN0469  GEOID HEIGHT    -        -27.504 (meters)                     GEOID18
 RN0469  DYNAMIC HEIGHT  -        313.941 (meters)     1029.99  (feet) COMP
 RN0469  MODELED GRAVITY -    980,622.8   (mgal)                       NAVD 88
 RN0469
 RN0469  VERT ORDER      -  SECOND    CLASS 0
 RN0469
 RN0469.The horizontal coordinates were scaled from a map and have
 RN0469.an estimated accuracy of +/- 6 seconds.
 RN0469
 RN0469.The orthometric height was determined by differential leveling and
 RN0469.adjusted by the NATIONAL GEODETIC SURVEY
 RN0469.in June 1991.
 RN0469
 RN0469.Significant digits in the geoid height do not necessarily reflect accuracy.
 RN0469.GEOID18 height accuracy estimate available here.
 RN0469
 RN0469.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWL043953(NAD 83)
 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
 RN0469.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RN0469.See file dsdata.pdf to determine how the superseded data were derived.
 RN0469
 RN0469_MARKER: B = BOLT
 RN0469_SETTING: 21 = SET IN CONCRETE IN A CLAY TILE PIPE
 RN0469_MARK LOGO: MRC
 RN0469_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RN0469
 RN0469  HISTORY     - Date     Condition        Report By
 RN0469  HISTORY     - UNK      MONUMENTED       MRC
 RN0469  HISTORY     - 1974     GOOD             MNDT
 RN0469  HISTORY     - 20080610 MARK NOT FOUND   MNDT
 RN0469
 RN0469                          STATION DESCRIPTION
 RN0469
 RN0469'DESCRIBED BY MN DEPT OF TRANSP 1974
 RN0469'IN HINCKLEY.
 RN0469'MARK IS LOCATED NEAR THE JUNCTION OF T.H. 23 AND COUNTY ROAD 61 (OLD
 RN0469'T.H. 61) IN HINCKLEY AND AT THE RAILROAD JUNCTION OF THE BURLINGTON
 RN0469'NORTHERN RAILROADS.  IT IS 0.05 MILES NORTH OF T.H. 23, 70 FEET WEST
 RN0469'OF THE CENTER OF COUNTY ROAD 61 (OLD T.H. 61), ABOUT LEVEL WITH THE
 RN0469'TWO RAILROAD LINES, 63.3 FEET EAST OF THE EAST RAIL OF THE NORTH-SOUTH
 RN0469'TRACK, 45.3 FEET NORTHWEST OF THE NORTHWEST RAIL OF THE
 RN0469'SOUTHWEST-NORTHEAST TRACK.  IT IS 1.0 FEET EAST OF A STEEL WITNESS
 RN0469'POST, 3 FEET BELOW PBM 17 RESET (MRC).  SW 1/4, SEC 24, T 21, R 41.
 RN0469
 RN0469                          STATION RECOVERY (2008)
 RN0469
 RN0469'RECOVERY NOTE BY MN DEPT OF TRANSP 2008 (DAZ)
 RN0469'THE MARK WAS NOT RECOVERED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 AF9161 ***********************************************************************
 AF9161  DESIGNATION -  17 CER
 AF9161  PID         -  AF9161
 AF9161  STATE/COUNTY-  MN/CLEARWATER
 AF9161  COUNTRY     -  US
 AF9161  USGS QUAD   -  LA SALLE LAKE (2019)
 AF9161
 AF9161                         *CURRENT SURVEY CONTROL
 AF9161  ______________________________________________________________________
 AF9161* NAD 83(2011) POSITION- 47 15 13.98178(N) 095 12 45.26415(W)   ADJUSTED
 AF9161* NAD 83(2011) ELLIP HT-   434.545 (meters)        (06/27/12)   ADJUSTED
 AF9161* NAD 83(2011) EPOCH   -  2010.00
 AF9161* NAVD 88 ORTHO HEIGHT -   462.020 (meters)     1515.81  (feet) ADJUSTED
 AF9161  ______________________________________________________________________
 AF9161  GEOID HEIGHT    -        -27.460 (meters)                     GEOID18
 AF9161  NAD 83(2011) X  -   -394,048.346 (meters)                     COMP
 AF9161  NAD 83(2011) Y  - -4,319,360.583 (meters)                     COMP
 AF9161  NAD 83(2011) Z  -  4,661,287.584 (meters)                     COMP
 AF9161  LAPLACE CORR    -         -1.59  (seconds)                    DEFLEC18
 AF9161  DYNAMIC HEIGHT  -        462.058 (meters)     1515.94  (feet) COMP
 AF9161  MODELED GRAVITY -    980,679.4   (mgal)                       NAVD 88
 AF9161
 AF9161  VERT ORDER      -  SECOND    CLASS I
 AF9161
 AF9161  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AF9161  Standards:
 AF9161         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AF9161            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AF9161  -------------------------------------------------------------------
 AF9161  NETWORK    0.65   0.84           0.30   0.22   0.43      0.06072574
 AF9161  -------------------------------------------------------------------
 AF9161  Click here for local accuracies and other accuracy information.
 AF9161
 AF9161.The horizontal coordinates were established by GPS observations
 AF9161.and adjusted by the National Geodetic Survey in June 2012.
 AF9161
 AF9161.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AF9161.been affixed to the stable North American tectonic plate. See 
 AF9161.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AF9161
 AF9161.The horizontal coordinates are valid at the epoch date displayed above
 AF9161.which is a decimal equivalence of Year/Month/Day.
 AF9161
 AF9161.The orthometric height was determined by differential leveling and
 AF9161.adjusted by the NATIONAL GEODETIC SURVEY
 AF9161.in August 2019.
 AF9161
 AF9161.Significant digits in the geoid height do not necessarily reflect accuracy.
 AF9161.GEOID18 height accuracy estimate available here.
 AF9161
 AF9161.Click photographs - Photos may exist for this station.
 AF9161
 AF9161.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AF9161
 AF9161.The Laplace correction was computed from DEFLEC18 derived deflections.
 AF9161
 AF9161.The ellipsoidal height was determined by GPS observations
 AF9161.and is referenced to NAD 83.
 AF9161
 AF9161.The dynamic height is computed by dividing the NAVD 88
 AF9161.geopotential number by the normal gravity value computed on the
 AF9161.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AF9161.degrees latitude (g = 980.6199 gals.).
 AF9161
 AF9161.The modeled gravity was interpolated from observed gravity values.
 AF9161
 AF9161. The following values were computed from the NAD 83(2011) position.
 AF9161
 AF9161;                    North         East     Units Scale Factor Converg.
 AF9161;SPC MN N     -   185,997.088   640,116.077   MT  0.99995397   -1 33 57.2
 AF9161;SPC MN N     -   610,225.45  2,100,114.16   sFT  0.99995397   -1 33 57.2
 AF9161;UTM  15      - 5,235,752.284   332,589.527   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  =   0.99987635
 AF9161
 AF9161_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUN3258935752(NAD 83)
 AF9161
 AF9161                          SUPERSEDED SURVEY CONTROL
 AF9161
 AF9161  NAD 83(2007)-  47 15 13.98167(N)    095 12 45.26500(W) AD(2002.00) 0
 AF9161  ELLIP H (02/10/07)  434.572  (m)                       GP(2002.00)    
 AF9161  NAD 83(1996)-  47 15 13.98141(N)    095 12 45.26478(W) AD(       ) 1
 AF9161  ELLIP H (07/17/98)  434.574  (m)                       GP(       ) 4 1
 AF9161  NAVD 88 (06/02/04)  462.001  (m)         1515.75   (f) SUPERSEDED  2 1
 AF9161  NAVD 88             462.00   (m)         1515.7    (f) LEVELING    3  
 AF9161
 AF9161.Superseded values are not recommended for survey control.
 AF9161
 AF9161.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AF9161.See file dsdata.pdf to determine how the superseded data were derived.
 AF9161
 AF9161_MARKER: DD = SURVEY DISK
 AF9161_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 AF9161_STAMPING: 17 CER 1967 1515
 AF9161_MARK LOGO: USGS
 AF9161_PROJECTION: FLUSH
 AF9161_MAGNETIC: I = MARKER IS A STEEL ROD
 AF9161_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AF9161_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AF9161+SATELLITE: SATELLITE OBSERVATIONS - June 25, 2014
 AF9161_ROD/PIPE-DEPTH: 4.6 meters
 AF9161
 AF9161  HISTORY     - Date     Condition        Report By
 AF9161  HISTORY     - 1967     MONUMENTED       USGS
 AF9161  HISTORY     - 19920811 GOOD             MNDT
 AF9161  HISTORY     - 19970930 GOOD             MNDT
 AF9161  HISTORY     - 19971118 GOOD             MNDT
 AF9161  HISTORY     - 20061206 GOOD             MNDT
 AF9161  HISTORY     - 20111011 GOOD             MNDT
 AF9161  HISTORY     - 20140625 GOOD             MNDT
 AF9161
 AF9161                          STATION DESCRIPTION
 AF9161
 AF9161'DESCRIBED BY US GEOLOGICAL SURVEY 1967 (CER)
 AF9161'LAKE ITASCA, CLEARWATER COUNTY, T. 144 N., R. 36 W., NEAR THE CORNER
 AF9161'OF SECTIONS 26, 27, 34 AND 35, 99 FT (30.2 M) NORTH, 76 FT (23.2 M)
 AF9161'WEST AND 3.7 FT (1.1 M) LOWER THAN CROSSROADS, 2.5 FT (0.8 M) SOUTH
 AF9161'AND 21 FT (6.4 M) WEST OF A FENCE CORNER, SET ON THE TOP OF A COPPER
 AF9161'COATED STEEL ROD DRIVEN 15 FT (4.6 M) INTO THE GROUND, A STANDARD
 AF9161'TABLET STAMPED 17 CER 1967.
 AF9161
 AF9161                          STATION RECOVERY (1992)
 AF9161
 AF9161'RECOVERY NOTE BY MN DEPT OF TRANSP 1992 (HTS)
 AF9161'IN LAKE ITASCA, AT JCT OF TH 200 AND CO RD 2 IN LAKE ITASCA, AT TH 200
 AF9161'MP 84.8, 141 FT (43.0 M) WSW OF POST OFFICE, 98.5 FT (30.0 M) NORTH OF
 AF9161'TH 200, 80 FT (24.4 M) WEST OF CO RD 2 NORTH, 86 FT (26.2 M) NNE OF
 AF9161'ROAD SIGN (TH 200 WEST), 20.8 FT (6.3 M) WEST OF TEL CABLE PEDESTAL
 AF9161'929-2, 20 FT (6.1 M) WEST OF FENCE COR, 21 FT (6.4 M) WSW OF P-POLE, 2
 AF9161'FT (0.6 M) SOUTH OF FENCELINE, AND 0.7 FT (21.3 CM) SOUTH OF WIT POST.
 AF9161
 AF9161                          STATION RECOVERY (1997)
 AF9161
 AF9161'RECOVERY NOTE BY MN DEPT OF TRANSP 1997 (DKH)
 AF9161'RECOVERED AS DESCRIBED.
 AF9161
 AF9161                          STATION RECOVERY (1997)
 AF9161
 AF9161'RECOVERY NOTE BY MN DEPT OF TRANSP 1997 (DKH)
 AF9161'1992 RECOVERY BY MNDT.  THE MARK IS IN LAKE ITASCA, AT JCT OF TH 200
 AF9161'AND CO RD 2 IN LAKE ITASCA, AT TH 200 MP 84.8, 141 FT (43.0 M) WSW OF
 AF9161'POST OFFICE, 98.5 FT (30.0 M) NORTH OF TH 200, 80 FT (24.4 M) WEST OF
 AF9161'CO RD 2 NORTH, 86 FT (26.2 M) NNE OF TH 200 WEST ROAD SIGN, 20.8 FT
 AF9161'(6.3 M) WEST OF TEL CABLE PEDESTAL 929-2, 20 FT (6.1 M) WEST OF FENCE
 AF9161'COR, 21 FT (6.4 M) WSW OF P-POLE, 2 FT (0.6 M) SOUTH OF FENCELINE, AND
 AF9161'0.7 FT (21.3 CM) SOUTH OF WIT POST.  1997 RECOVERY BY MNDT. RECOVERED
 AF9161'AS DESCRIBED.
 AF9161
 AF9161                          STATION RECOVERY (2006)
 AF9161
 AF9161'RECOVERY NOTE BY MN DEPT OF TRANSP 2006 (MPP)
 AF9161'THE MARK IS LOCATED ABOUT 11.0 MI (17.7 KM) WEST-NORTHWEST OF LAKE
 AF9161'GEORGE, 9.0 MI (14.5 KM) SOUTH OF ALIDA AND 8.9 MI (14.3 KM)
 AF9161'EAST-SOUTHEAST OF ZERKEL.
 AF9161'
 AF9161'AT LAKE ITASCA, 141 FT (43.0 M) WEST-SOUTHWEST OF POST OFFICE, 98.5 FT
 AF9161'(30.0 M) NORTH OF TRUNK HIGHWAY 200, AT TRUNK HIGHWAY 200 MILE POINT
 AF9161'84.80, 80 FT (24.4 M) WEST OF COUNTY ROAD 2 NORTH, 20 FT (6.1 M) WEST
 AF9161'OF A FENCE CORNER, 21 FT (6.4 M) WEST-SOUTHWEST OF POWER POLE, 2 FT
 AF9161'(0.6 M) SOUTH OF A FENCE LINE, 0.7 FT (0.2 M) SOUTH OF A WITNESS POST.
 AF9161
 AF9161                          STATION RECOVERY (2011)
 AF9161
 AF9161'RECOVERY NOTE BY MN DEPT OF TRANSP 2011 (KMS)
 AF9161'RECOVERED AS DESCRIBED.
 AF9161
 AF9161                          STATION RECOVERY (2014)
 AF9161
 AF9161'RECOVERY NOTE BY MN DEPT OF TRANSP 2014 (KMS)
 AF9161'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DH5896 ***********************************************************************
 DH5896  DESIGNATION -  17 CER RM
 DH5896  PID         -  DH5896
 DH5896  STATE/COUNTY-  MN/CLEARWATER
 DH5896  COUNTRY     -  US
 DH5896  USGS QUAD   -  LA SALLE LAKE (2019)
 DH5896
 DH5896                         *CURRENT SURVEY CONTROL
 DH5896  ______________________________________________________________________
 DH5896* NAD 83(1986) POSITION- 47 15 13.31   (N) 095 12 43.28   (W)   HD_HELD1
 DH5896* NAVD 88 ORTHO HEIGHT -   462.028 (meters)     1515.84  (feet) ADJUSTED
 DH5896  ______________________________________________________________________
 DH5896  GEOID HEIGHT    -        -27.459 (meters)                     GEOID18
 DH5896  DYNAMIC HEIGHT  -        462.065 (meters)     1515.96  (feet) COMP
 DH5896  MODELED GRAVITY -    980,679.4   (mgal)                       NAVD 88
 DH5896
 DH5896  VERT ORDER      -  THIRD
 DH5896
 DH5896.The horizontal coordinates were determined by differentially corrected
 DH5896.hand held GPS observations or other comparable positioning techniques
 DH5896.and have an estimated accuracy of +/- 3 meters.
 DH5896
 DH5896.The orthometric height was determined by differential leveling and
 DH5896.adjusted by the NATIONAL GEODETIC SURVEY
 DH5896.in May 2009.
 DH5896
 DH5896.Significant digits in the geoid height do not necessarily reflect accuracy.
 DH5896.GEOID18 height accuracy estimate available here.
 DH5896
 DH5896.Click photographs - Photos may exist for this station.
 DH5896
 DH5896.The dynamic height is computed by dividing the NAVD 88
 DH5896.geopotential number by the normal gravity value computed on the
 DH5896.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH5896.degrees latitude (g = 980.6199 gals.).
 DH5896
 DH5896.The modeled gravity was interpolated from observed gravity values.
 DH5896
 DH5896;                    North         East    Units  Estimated Accuracy
 DH5896;SPC MN N     -   185,975.2     640,157.2     MT  (+/- 3 meters HH1 GPS) 
 DH5896
 DH5896_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUN3263035730(NAD 83)
 DH5896
 DH5896                          SUPERSEDED SURVEY CONTROL
 DH5896
 DH5896.No superseded survey control is available for this station.
 DH5896
 DH5896_MARKER: Q = CHISELED SQUARE
 DH5896_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 DH5896_SP_SET: CULVERT
 DH5896_MARK LOGO: USGS
 DH5896_MAGNETIC: N = NO MAGNETIC MATERIAL
 DH5896_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DH5896+STABILITY: SURFACE MOTION
 DH5896_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DH5896+SATELLITE: SATELLITE OBSERVATIONS - June 25, 2014
 DH5896
 DH5896  HISTORY     - Date     Condition        Report By
 DH5896  HISTORY     - 19670401 MONUMENTED       USGS
 DH5896  HISTORY     - 20111011 GOOD             MNDT
 DH5896  HISTORY     - 20140625 GOOD             MNDT
 DH5896
 DH5896                          STATION DESCRIPTION
 DH5896
 DH5896'DESCRIBED BY US GEOLOGICAL SURVEY 1967 (CER)
 DH5896'REFERENCE MARK, 157 FT (47.9 M) SOUTHEAST OF TABLET, 29 FT (8.8 M)
 DH5896'NORTH AND 62 FT (18.9 M) EAST OF CROSSROADS, ON THE NORTH END OF A 30
 DH5896'IN CONCRETE CULVERT, A CHISELED SQUARE.
 DH5896
 DH5896                          STATION RECOVERY (2011)
 DH5896
 DH5896'RECOVERY NOTE BY MN DEPT OF TRANSP 2011 (KMS)
 DH5896'IN LAKE ITASCA, AT THE JUNCTION TRUNK HIGHWAY 200 AND COUNTY ROAD 2,
 DH5896'29.0 FT (8.8 M) NORTH OF TRUNK HIGHWAY 200, 62.0 FT (18.9 M) EAST OF
 DH5896'COUNTY ROAD 2 CROSSROADS.  MARK IS CHISELED SQUARE AT NORTH END OF
 DH5896'30.0 INCH CONCRETE CULVERT.
 DH5896
 DH5896                          STATION RECOVERY (2014)
 DH5896
 DH5896'RECOVERY NOTE BY MN DEPT OF TRANSP 2014 (KMS)
 DH5896'IN LAKE ITASCA, AT THE JUNCTION TRUNK HIGHWAY 200 AND COUNTY ROAD 2,
 DH5896'29.0 FT (8.8 M) NORTH OF TRUNK HIGHWAY 200, 62.0 FT (18.9 M) EAST OF
 DH5896'COUNTY ROAD 2 CROSSROADS.  MARK IS CHISELED SQUARE AT NORTH END OF
 DH5896'30.0 INCH CONCRETE CULVERT.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 SK0652 ***********************************************************************
 SK0652  DESIGNATION -  17 CLC
 SK0652  PID         -  SK0652
 SK0652  STATE/COUNTY-  MN/RED LAKE
 SK0652  COUNTRY     -  US
 SK0652  USGS QUAD   -  OKLEE (2019)
 SK0652
 SK0652                         *CURRENT SURVEY CONTROL
 SK0652  ______________________________________________________________________
 SK0652* NAD 83(1986) POSITION- 47 46 31.     (N) 095 51 43.     (W)   SCALED
 SK0652* NAVD 88 ORTHO HEIGHT -   358.475 (meters)     1176.10  (feet) ADJUSTED
 SK0652  ______________________________________________________________________
 SK0652  GEOID HEIGHT    -        -27.174 (meters)                     GEOID18
 SK0652  DYNAMIC HEIGHT  -        358.536 (meters)     1176.30  (feet) COMP
 SK0652  MODELED GRAVITY -    980,771.8   (mgal)                       NAVD 88
 SK0652
 SK0652  VERT ORDER      -  THIRD
 SK0652
 SK0652.The horizontal coordinates were scaled from a map and have
 SK0652.an estimated accuracy of +/- 6 seconds.
 SK0652
 SK0652.The orthometric height was determined by differential leveling and
 SK0652.adjusted by the NATIONAL GEODETIC SURVEY
 SK0652.in June 1991.
 SK0652
 SK0652.Significant digits in the geoid height do not necessarily reflect accuracy.
 SK0652.GEOID18 height accuracy estimate available here.
 SK0652
 SK0652.Click photographs - Photos may exist for this station.
 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.      593,060.      MT  (+/- 180 meters Scaled)
 SK0652
 SK0652_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTN855952(NAD 83)
 SK0652
 SK0652                          SUPERSEDED SURVEY CONTROL
 SK0652
 SK0652.No superseded survey control is available for this station.
 SK0652
 SK0652_MARKER: DD = SURVEY DISK
 SK0652_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 SK0652_STAMPING: 17 CLC 1967
 SK0652_MARK LOGO: USGS
 SK0652_MAGNETIC: I = MARKER IS A STEEL ROD
 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  HISTORY     - 20080820 MARK NOT FOUND   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.
 SK0652
 SK0652                          STATION RECOVERY (2008)
 SK0652
 SK0652'RECOVERY NOTE BY MN DEPT OF TRANSP 2008 (MPP)
 SK0652'AFTER A THOROUGH FIELD SEARCH, MARK WAS NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 SK0653 ***********************************************************************
 SK0653  DESIGNATION -  17 CLC RM
 SK0653  PID         -  SK0653
 SK0653  STATE/COUNTY-  MN/RED LAKE
 SK0653  COUNTRY     -  US
 SK0653  USGS QUAD   -  OKLEE (2019)
 SK0653
 SK0653                         *CURRENT SURVEY CONTROL
 SK0653  ______________________________________________________________________
 SK0653* NAD 83(1986) POSITION- 47 46 32.     (N) 095 51 41.     (W)   SCALED
 SK0653* NAVD 88 ORTHO HEIGHT -   358.021 (meters)     1174.61  (feet) ADJUSTED
 SK0653  ______________________________________________________________________
 SK0653  GEOID HEIGHT    -        -27.174 (meters)                     GEOID18
 SK0653  DYNAMIC HEIGHT  -        358.082 (meters)     1174.81  (feet) COMP
 SK0653  MODELED GRAVITY -    980,771.9   (mgal)                       NAVD 88
 SK0653
 SK0653  VERT ORDER      -  THIRD
 SK0653
 SK0653.The horizontal coordinates were scaled from a map and have
 SK0653.an estimated accuracy of +/- 6 seconds.
 SK0653
 SK0653.The orthometric height was determined by differential leveling and
 SK0653.adjusted by the NATIONAL GEODETIC SURVEY
 SK0653.in June 1991.
 SK0653
 SK0653.Significant digits in the geoid height do not necessarily reflect accuracy.
 SK0653.GEOID18 height accuracy estimate available here.
 SK0653
 SK0653.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTN856953(NAD 83)
 SK0653
 SK0653                          SUPERSEDED SURVEY CONTROL
 SK0653
 SK0653.No superseded survey control is available for this station.
 SK0653
 SK0653_MARKER: H = DRILL HOLE
 SK0653_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 SK0653_SP_SET: IN METAL CULVERT
 SK0653_STAMPING: 17 CLC RM
 SK0653_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SK0653
 SK0653  HISTORY     - Date     Condition        Report By
 SK0653  HISTORY     - 1967     MONUMENTED       USGS
 SK0653  HISTORY     - 20080820 MARK NOT FOUND   MNDT
 SK0653
 SK0653                          STATION DESCRIPTION
 SK0653
 SK0653'DESCRIBED BY US GEOLOGICAL SURVEY 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.
 SK0653
 SK0653                          STATION RECOVERY (2008)
 SK0653
 SK0653'RECOVERY NOTE BY MN DEPT OF TRANSP 2008 (MPP)
 SK0653'AFTER A THOROUGH FIELD SEARCH, MARK WAS NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DF3896 ***********************************************************************
 DF3896  DESIGNATION -  17 CWH
 DF3896  PID         -  DF3896
 DF3896  STATE/COUNTY-  MN/CASS
 DF3896  COUNTRY     -  US
 DF3896  USGS QUAD   -  OSHAWA (2019)
 DF3896
 DF3896                         *CURRENT SURVEY CONTROL
 DF3896  ______________________________________________________________________
 DF3896* NAD 83(2011) POSITION- 46 45 37.30616(N) 094 42 08.60536(W)   ADJUSTED
 DF3896* NAD 83(2011) ELLIP HT-   407.321 (meters)        (06/27/12)   ADJUSTED
 DF3896* NAD 83(2011) EPOCH   -  2010.00
 DF3896* NAVD 88 ORTHO HEIGHT -   434.952 (meters)     1427.01  (feet) ADJUSTED
 DF3896  ______________________________________________________________________
 DF3896  GEOID HEIGHT    -        -27.640 (meters)                     GEOID18
 DF3896  NAD 83(2011) X  -   -358,860.625 (meters)                     COMP
 DF3896  NAD 83(2011) Y  - -4,362,677.523 (meters)                     COMP
 DF3896  NAD 83(2011) Z  -  4,623,852.320 (meters)                     COMP
 DF3896  LAPLACE CORR    -         -3.09  (seconds)                    DEFLEC18
 DF3896  DYNAMIC HEIGHT  -        434.970 (meters)     1427.06  (feet) COMP
 DF3896  MODELED GRAVITY -    980,641.8   (mgal)                       NAVD 88
 DF3896
 DF3896  VERT ORDER      -  SECOND    CLASS I
 DF3896
 DF3896  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DF3896  Standards:
 DF3896         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DF3896            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DF3896  -------------------------------------------------------------------
 DF3896  NETWORK    0.29   0.49           0.13   0.10   0.25     -0.05979016
 DF3896  -------------------------------------------------------------------
 DF3896  Click here for local accuracies and other accuracy information.
 DF3896
 DF3896.The horizontal coordinates were established by GPS observations
 DF3896.and adjusted by the National Geodetic Survey in June 2012.
 DF3896
 DF3896.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DF3896.been affixed to the stable North American tectonic plate. See 
 DF3896.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DF3896
 DF3896.The horizontal coordinates are valid at the epoch date displayed above
 DF3896.which is a decimal equivalence of Year/Month/Day.
 DF3896
 DF3896.The orthometric height was determined by differential leveling and
 DF3896.adjusted by the NATIONAL GEODETIC SURVEY
 DF3896.in February 2020.
 DF3896
 DF3896.Significant digits in the geoid height do not necessarily reflect accuracy.
 DF3896.GEOID18 height accuracy estimate available here.
 DF3896
 DF3896.Click photographs - Photos may exist for this station.
 DF3896
 DF3896.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DF3896
 DF3896.The Laplace correction was computed from DEFLEC18 derived deflections.
 DF3896
 DF3896.The ellipsoidal height was determined by GPS observations
 DF3896.and is referenced to NAD 83.
 DF3896
 DF3896.The dynamic height is computed by dividing the NAVD 88
 DF3896.geopotential number by the normal gravity value computed on the
 DF3896.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DF3896.degrees latitude (g = 980.6199 gals.).
 DF3896
 DF3896.The modeled gravity was interpolated from observed gravity values.
 DF3896
 DF3896. The following values were computed from the NAD 83(2011) position.
 DF3896
 DF3896;                    North         East     Units Scale Factor Converg.
 DF3896;SPC MN C     -   295,759.694   765,441.395   MT  0.99994957   -0 19 38.1
 DF3896;SPC MN C     -   970,338.26  2,511,285.64   sFT  0.99994957   -0 19 38.1
 DF3896;UTM  15      - 5,179,941.821   369,998.407   MT  0.99980773   -1 14 25.3
 DF3896
 DF3896!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF3896!SPC MN C     -   0.99993615  x   0.99994957  =   0.99988573
 DF3896!UTM  15      -   0.99993615  x   0.99980773  =   0.99974390
 DF3896
 DF3896_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUM6999879941(NAD 83)
 DF3896
 DF3896                          SUPERSEDED SURVEY CONTROL
 DF3896
 DF3896  NAD 83(2007)-  46 45 37.30605(N)    094 42 08.60627(W) AD(2002.00) 1
 DF3896  ELLIP H (07/18/11)  407.356  (m)                       GP(2002.00) 4 1
 DF3896  NAVD 88 (08/26/19)  434.957  (m)         1427.02   (f) SUPERSEDED  2 1
 DF3896  NAVD 88             434.96   (m)         1427.0    (f) LEVELING    3  
 DF3896  NAVD 88 (06/03/04)  434.957  (m)         1427.02   (f) SUPERSEDED  2 1
 DF3896
 DF3896.Superseded values are not recommended for survey control.
 DF3896
 DF3896.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF3896.See file dsdata.pdf to determine how the superseded data were derived.
 DF3896
 DF3896_MARKER: DD = SURVEY DISK
 DF3896_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 DF3896_STAMPING: 17 CWH 1969
 DF3896_MARK LOGO: USGS
 DF3896_PROJECTION: RECESSED 8 CENTIMETERS
 DF3896_MAGNETIC: I = MARKER IS A STEEL ROD
 DF3896_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DF3896_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF3896+SATELLITE: SATELLITE OBSERVATIONS - May 09, 2023
 DF3896
 DF3896  HISTORY     - Date     Condition        Report By
 DF3896  HISTORY     - 19690401 MONUMENTED       USGS
 DF3896  HISTORY     - 20010319 GOOD             MNDT
 DF3896  HISTORY     - 20070404 GOOD             MNDT
 DF3896  HISTORY     - 20101103 GOOD             MNDT
 DF3896  HISTORY     - 20140812 GOOD             MNDT
 DF3896  HISTORY     - 20170823 GOOD             MNDT
 DF3896  HISTORY     - 20230509 GOOD             MNDT
 DF3896
 DF3896                          STATION DESCRIPTION
 DF3896
 DF3896'DESCRIBED BY MN DEPT OF TRANSP 2001 (WAS)
 DF3896'THE MARK IS 3 MI (4.8 KM) SOUTH AND 3 MI (4.8 KM) WEST OF OSHAWA, 3 MI
 DF3896'(4.8 KM) SOUTH ALONG TH 64 FROM JCT OF TH 64 AND TH 87 (3 MI WEST OF
 DF3896'OSHAWA,) AT TH 64 MP 30.88, AT JCT OF TH 64 (N-S) -CO RD 19 (WE ST)
 DF3896'AND TWP RD (EAST) , 29 FT (8.8 M) NORTH AND 30 FT (9.1 M) EAST OF JCT,
 DF3896'28.5 FT (8.7 M) EAST OF TH 64, 29 FT (8.8 M) NORTH OF 12TH ST SW, 2.7
 DF3896'FT (0.8 M) NORTH OF CABLE MARKER, 1.0 FT (0.3 M) SOUTH OF WIT POST.
 DF3896'RECESSED 2 IN, MAGENTIC AND SUITABLE FOR GPS. NOTE--DEPTH OF ROD IS
 DF3896'UNKNOWN.
 DF3896
 DF3896                          STATION RECOVERY (2007)
 DF3896
 DF3896'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (WAS)
 DF3896'RECOVERED AS DESCRIBED.
 DF3896
 DF3896                          STATION RECOVERY (2010)
 DF3896
 DF3896'RECOVERY NOTE BY MN DEPT OF TRANSP 2010 (MPP)
 DF3896'THE MARK WAS RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.
 DF3896'THE MARK IS 4.25 MILES SOUTHWEST OF OSHAWA, 3.0 MILES SOUTH ALONG
 DF3896'TRUNK HIGHWAY 64 FROM JUNCTION OF TRUNK HIGHWAY 64 AND TRUNK HIGHWAY
 DF3896'87 (3.0 MILES WEST OF OSHAWA), AT TRUNK HIGHWAY 64 MILEPOINT 30.85,
 DF3896'28.5 FEET EAST OF TRUNK HIGHWAY 64, 29 FEET NORTH OF 12TH STREET
 DF3896'SOUTHWEST, 2.7 FEET NORTH OF CABLE MARKER, 1.0 FOOT SOUTH OF WITNESS
 DF3896'POST.
 DF3896
 DF3896                          STATION RECOVERY (2014)
 DF3896
 DF3896'RECOVERY NOTE BY MN DEPT OF TRANSP 2014 (MAS)
 DF3896'RECOVERED AS DESCRIBED.
 DF3896
 DF3896                          STATION RECOVERY (2017)
 DF3896
 DF3896'RECOVERY NOTE BY MN DEPT OF TRANSP 2017 (TJS)
 DF3896'RECOVERED IN GOOD CONDITION.
 DF3896
 DF3896                          STATION RECOVERY (2023)
 DF3896
 DF3896'RECOVERY NOTE BY MN DEPT OF TRANSP 2023 (TJD)
 DF3896'4.25 MI (6.84 KM) SOUTHWEST OF OSHAWA, 3.0 MI (4.8 KM) SOUTH ALONG
 DF3896'TRUNK HIGHWAY 64 FROM THE JUNCTION OF TRUNK HIGHWAY 64 AND TRUNK
 DF3896'HIGHWAY 87 (3.0 MILES WEST OF OSHAWA), AT TRUNK HIGHWAY 64 MILE POINT
 DF3896'30.85, 28.5 FT (8.7 M) EAST OF TRUNK HIGHWAY 64, 29.0 FT (8.8 M) NORTH
 DF3896'OF 12TH STREET SOUTHWEST, 2.7 FT (0.8 M) NORTH OF A CABLE MARKER, 1.0
 DF3896'FT (0.3 M) SOUTH OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 OP1257 ***********************************************************************
 OP1257  DESIGNATION -  17 DWB RESET
 OP1257  PID         -  OP1257
 OP1257  STATE/COUNTY-  MN/COTTONWOOD
 OP1257  COUNTRY     -  US
 OP1257  USGS QUAD   -  MOUNTAIN LAKE (2019)
 OP1257
 OP1257                         *CURRENT SURVEY CONTROL
 OP1257  ______________________________________________________________________
 OP1257* NAD 83(1986) POSITION- 43 54 42.     (N) 094 59 56.     (W)   SCALED
 OP1257* NAVD 88 ORTHO HEIGHT -   425.77  (meters)     1396.9   (feet) RESET
 OP1257  ______________________________________________________________________
 OP1257  GEOID HEIGHT    -        -27.476 (meters)                     GEOID18
 OP1257  VERT ORDER      -  THIRD
 OP1257
 OP1257.The horizontal coordinates were scaled from a map and have
 OP1257.an estimated accuracy of +/- 6 seconds.
 OP1257
 OP1257.The orthometric height was computed from unverified reset data.
 OP1257
 OP1257.No vertical observational check was made to the station.
 OP1257
 OP1257.Significant digits in the geoid height do not necessarily reflect accuracy.
 OP1257.GEOID18 height accuracy estimate available here.
 OP1257
 OP1257.Click photographs - Photos may exist for this station.
 OP1257
 OP1257;                    North         East    Units  Estimated Accuracy
 OP1257;SPC MN S     -   201,790.      719,770.      MT  (+/- 180 meters Scaled)
 OP1257
 OP1257_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUJ395640(NAD 83)
 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
 OP1257.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OP1257.See file dsdata.pdf to determine how the superseded data were derived.
 OP1257
 OP1257_MARKER: DB = BENCH MARK DISK
 OP1257_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OP1257_STAMPING: 17 DWB 1967 1979
 OP1257_MARK LOGO: MNHD
 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       MNHD
 OP1257
 OP1257                          STATION DESCRIPTION
 OP1257
 OP1257'DESCRIBED BY MN HIGHWAY DEPT 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 = MARCH 21, 2026 06:05:54 EDT
 DN2558 ***********************************************************************
 DN2558  DESIGNATION -  17 KED
 DN2558  PID         -  DN2558
 DN2558  STATE/COUNTY-  MN/KANDIYOHI
 DN2558  COUNTRY     -  US
 DN2558  USGS QUAD   -  MOUNT TOM (2019)
 DN2558
 DN2558                         *CURRENT SURVEY CONTROL
 DN2558  ______________________________________________________________________
 DN2558* NAD 83(1986) POSITION- 45 16 04.2    (N) 095 00 32.2    (W)   HD_HELD2
 DN2558* NAVD 88 ORTHO HEIGHT -   364.471 (meters)     1195.77  (feet) ADJUSTED
 DN2558  ______________________________________________________________________
 DN2558  GEOID HEIGHT    -        -26.829 (meters)                     GEOID18
 DN2558  DYNAMIC HEIGHT  -        364.442 (meters)     1195.67  (feet) COMP
 DN2558  MODELED GRAVITY -    980,528.4   (mgal)                       NAVD 88
 DN2558
 DN2558  VERT ORDER      -  SECOND    CLASS I
 DN2558
 DN2558.The horizontal coordinates were established by autonomous hand held GPS
 DN2558.observations and have an estimated accuracy of +/- 10 meters.
 DN2558
 DN2558.The orthometric height was determined by differential leveling and
 DN2558.adjusted by the NATIONAL GEODETIC SURVEY
 DN2558.in December 2013.
 DN2558
 DN2558.Significant digits in the geoid height do not necessarily reflect accuracy.
 DN2558.GEOID18 height accuracy estimate available here.
 DN2558
 DN2558.Click photographs - Photos may exist for this station.
 DN2558
 DN2558.The dynamic height is computed by dividing the NAVD 88
 DN2558.geopotential number by the normal gravity value computed on the
 DN2558.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN2558.degrees latitude (g = 980.6199 gals.).
 DN2558
 DN2558.The modeled gravity was interpolated from observed gravity values.
 DN2558
 DN2558;                    North         East    Units  Estimated Accuracy
 DN2558;SPC MN S     -   352,480.      720,821.      MT  (+/- 10 meters HH2 GPS)
 DN2558
 DN2558_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUL4240414667(NAD 83)
 DN2558
 DN2558                          SUPERSEDED SURVEY CONTROL
 DN2558
 DN2558.No superseded survey control is available for this station.
 DN2558
 DN2558_MARKER: DD = SURVEY DISK
 DN2558_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DN2558_STAMPING: 17 KED 1965
 DN2558_MARK LOGO: USGS
 DN2558_PROJECTION: PROJECTING 5 CENTIMETERS
 DN2558_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 DN2558_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DN2558+STABILITY: SURFACE MOTION
 DN2558_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DN2558+SATELLITE: SATELLITE OBSERVATIONS - September 22, 2008
 DN2558
 DN2558  HISTORY     - Date     Condition        Report By
 DN2558  HISTORY     - 19650401 MONUMENTED       USGS
 DN2558  HISTORY     - 20080922 GOOD             MNDT
 DN2558
 DN2558                          STATION DESCRIPTION
 DN2558
 DN2558'DESCRIBED BY MN DEPT OF TRANSP 2008 (MPP)
 DN2558'THE MARK IS 10.0 MI (16.1 KM) NORTH OF WILLMAR.
 DN2558'
 DN2558'TO REACH THE MARK GO 1.4 MI (2.3 KM) EAST ALONG TRUNK HIGHWAY 12  FROM
 DN2558'THE JUNCTION OF TRUNK HIGHWAY 12 AND LITCHFIELD AVENUE EAST IN
 DN2558'WILLMAR.
 DN2558'
 DN2558'IT IS 10.4 MI (16.7 KM) NORTH ON TRUNK HIGHWAY 23/TRUNK HIGHWAY 71, AT
 DN2558'TRUNK HIGHWAY 71 MILE POINT 134.25, THEN 112 FT (34.1 M) EAST ON 150TH
 DN2558'AVENUE NORTHEAST, 85 FT (25.9 M) NORTH OF 150TH AVENUE NORTHEAST, AT
 DN2558'CREST OF SMALL RIDGE, IN LINE WITH EAST HIGHWAY RIGHT-OF-WAY.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DF7371 ***********************************************************************
 DF7371  DESIGNATION -  17 LMT
 DF7371  PID         -  DF7371
 DF7371  STATE/COUNTY-  MN/AITKIN
 DF7371  COUNTRY     -  US
 DF7371  USGS QUAD   -  SHOVEL LAKE (2019)
 DF7371
 DF7371                         *CURRENT SURVEY CONTROL
 DF7371  ______________________________________________________________________
 DF7371* NAD 83(2011) POSITION- 46 55 41.69948(N) 093 45 44.34366(W)   ADJUSTED
 DF7371* NAD 83(2011) ELLIP HT-   382.293 (meters)        (06/27/12)   ADJUSTED
 DF7371* NAD 83(2011) EPOCH   -  2010.00
 DF7371* NAVD 88 ORTHO HEIGHT -   411.0   (meters)     1348.    (feet) GPS OBS
 DF7371  ______________________________________________________________________
 DF7371  NAVD 88 orthometric height was determined with geoid model    GEOID99
 DF7371  GEOID HEIGHT    -        -28.600 (meters)                     GEOID99
 DF7371  GEOID HEIGHT    -        -28.652 (meters)                     GEOID18
 DF7371  NAD 83(2011) X  -   -286,340.930 (meters)                     COMP
 DF7371  NAD 83(2011) Y  - -4,354,374.354 (meters)                     COMP
 DF7371  NAD 83(2011) Z  -  4,636,600.460 (meters)                     COMP
 DF7371  LAPLACE CORR    -         -2.29  (seconds)                    DEFLEC18
 DF7371
 DF7371  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DF7371  Standards:
 DF7371         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DF7371            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DF7371  -------------------------------------------------------------------
 DF7371  NETWORK    0.78   0.84           0.35   0.28   0.43      0.07009903
 DF7371  -------------------------------------------------------------------
 DF7371  Click here for local accuracies and other accuracy information.
 DF7371
 DF7371.The horizontal coordinates were established by GPS observations
 DF7371.and adjusted by the National Geodetic Survey in June 2012.
 DF7371
 DF7371.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DF7371.been affixed to the stable North American tectonic plate. See 
 DF7371.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DF7371
 DF7371.The horizontal coordinates are valid at the epoch date displayed above
 DF7371.which is a decimal equivalence of Year/Month/Day.
 DF7371
 DF7371.The orthometric height was determined by GPS observations and a
 DF7371.high-resolution geoid model.
 DF7371
 DF7371.Significant digits in the geoid height do not necessarily reflect accuracy.
 DF7371.GEOID18 height accuracy estimate available here.
 DF7371
 DF7371.Click photographs - Photos may exist for this station.
 DF7371
 DF7371.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DF7371
 DF7371.The Laplace correction was computed from DEFLEC18 derived deflections.
 DF7371
 DF7371.The ellipsoidal height was determined by GPS observations
 DF7371.and is referenced to NAD 83.
 DF7371
 DF7371. The following values were computed from the NAD 83(2011) position.
 DF7371
 DF7371;                    North         East     Units Scale Factor Converg.
 DF7371;SPC MN C     -   314,438.261   837,139.652   MT  0.99997567   +0 21 10.0
 DF7371;SPC MN C     - 1,031,619.53  2,746,515.67   sFT  0.99997567   +0 21 10.0
 DF7371;UTM  15      - 5,197,472.854   441,966.932   MT  0.99964139   -0 33 24.8
 DF7371
 DF7371!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF7371!SPC MN C     -   0.99994008  x   0.99997567  =   0.99991575
 DF7371!UTM  15      -   0.99994008  x   0.99964139  =   0.99958149
 DF7371
 DF7371_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVM4196697472(NAD 83)
 DF7371
 DF7371|---------------------------------------------------------------------|
 DF7371| PID    Reference Object                     Distance      Geod. Az  |
 DF7371|                                                           dddmmss.s |
 DF7371| DF7419 KLENNERT                            366.630 METERS 27238     |
 DF7371|---------------------------------------------------------------------|
 DF7371
 DF7371                          SUPERSEDED SURVEY CONTROL
 DF7371
 DF7371  NAD 83(2007)-  46 55 41.69956(N)    093 45 44.34442(W) AD(2002.00) 0
 DF7371  ELLIP H (02/10/07)  382.321  (m)                       GP(2002.00)    
 DF7371  NAD 83(1996)-  46 55 41.69928(N)    093 45 44.34414(W) AD(       ) 1
 DF7371  ELLIP H (08/26/03)  382.341  (m)                       GP(       ) 3 1
 DF7371
 DF7371.Superseded values are not recommended for survey control.
 DF7371
 DF7371.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF7371.See file dsdata.pdf to determine how the superseded data were derived.
 DF7371
 DF7371_MARKER: DH = HORIZONTAL CONTROL DISK
 DF7371_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF7371_STAMPING: 17 LMT 1969
 DF7371_MARK LOGO: USGS
 DF7371_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DF7371_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DF7371+STABILITY: SURFACE MOTION
 DF7371_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF7371+SATELLITE: SATELLITE OBSERVATIONS - April 01, 1999
 DF7371
 DF7371  HISTORY     - Date     Condition        Report By
 DF7371  HISTORY     - 1969     MONUMENTED       USGS
 DF7371  HISTORY     - 19990401 GOOD             MNDT
 DF7371
 DF7371                          STATION DESCRIPTION
 DF7371
 DF7371'DESCRIBED BY MN DEPT OF TRANSP 1999 (WAS)
 DF7371'THE MARK WAS RECOVERED IN GOOD CONDITION AND FULLY DESCRIBED. THE
 DF7371'STATION IS 1.94 MI SOUTH OF SHOVEL LAKE, 1.2 MI WEST AND SOUTH ON CO
 DF7371'RD 67 FROM JCT OF RR TRAIL IN SHOVEL LAKE, THENCE 2.3 MI SOUTH AND
 DF7371'EAST ON CO RD 20,  2.5 MI NORTH AND 4 MI WEST OF SWATARA, 31 FT EAST
 DF7371'OF CO RD 20, 3 FT SOUTH OF P-POLE, 1 FT EAST OF WIT POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DK7874 ***********************************************************************
 DK7874  DESIGNATION -  17 LNB
 DK7874  PID         -  DK7874
 DK7874  STATE/COUNTY-  MN/OTTER TAIL
 DK7874  COUNTRY     -  US
 DK7874  USGS QUAD   -  INSPIRATION PEAK (2019)
 DK7874
 DK7874                         *CURRENT SURVEY CONTROL
 DK7874  ______________________________________________________________________
 DK7874* NAD 83(1986) POSITION- 46 08 12.3    (N) 095 36 36.9    (W)   HD_HELD2
 DK7874* NAVD 88 ORTHO HEIGHT -   425.816 (meters)     1397.03  (feet) ADJUSTED
 DK7874  ______________________________________________________________________
 DK7874  GEOID HEIGHT    -        -26.445 (meters)                     GEOID18
 DK7874  DYNAMIC HEIGHT  -        425.816 (meters)     1397.03  (feet) COMP
 DK7874  MODELED GRAVITY -    980,602.2   (mgal)                       NAVD 88
 DK7874
 DK7874  VERT ORDER      -  SECOND    CLASS I
 DK7874
 DK7874.The horizontal coordinates were established by autonomous hand held GPS
 DK7874.observations and have an estimated accuracy of +/- 10 meters.
 DK7874
 DK7874.The orthometric height was determined by differential leveling and
 DK7874.adjusted by the NATIONAL GEODETIC SURVEY
 DK7874.in May 2009.
 DK7874
 DK7874.No vertical observational check was made to the station.
 DK7874
 DK7874.Significant digits in the geoid height do not necessarily reflect accuracy.
 DK7874.GEOID18 height accuracy estimate available here.
 DK7874
 DK7874.Click photographs - Photos may exist for this station.
 DK7874
 DK7874.The dynamic height is computed by dividing the NAVD 88
 DK7874.geopotential number by the normal gravity value computed on the
 DK7874.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK7874.degrees latitude (g = 980.6199 gals.).
 DK7874
 DK7874.The modeled gravity was interpolated from observed gravity values.
 DK7874
 DK7874;                    North         East    Units  Estimated Accuracy
 DK7874;SPC MN C     -   227,248.      694,903.      MT  (+/- 10 meters HH2 GPS)
 DK7874
 DK7874_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTM9838312553(NAD 83)
 DK7874
 DK7874                          SUPERSEDED SURVEY CONTROL
 DK7874
 DK7874.No superseded survey control is available for this station.
 DK7874
 DK7874_MARKER: DD = SURVEY DISK
 DK7874_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 DK7874_SP_SET: CULVERT IN BRIDGE HEADWALL
 DK7874_STAMPING: 17 LNB 1967
 DK7874_MARK LOGO: USGS
 DK7874_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DK7874+STABILITY: SURFACE MOTION
 DK7874_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DK7874+SATELLITE: SATELLITE OBSERVATIONS - July 07, 2009
 DK7874
 DK7874  HISTORY     - Date     Condition        Report By
 DK7874  HISTORY     - 19670401 MONUMENTED       USGS
 DK7874  HISTORY     - 20051010 GOOD             MNDT
 DK7874  HISTORY     - 20090707 GOOD             MNDT
 DK7874
 DK7874                          STATION DESCRIPTION
 DK7874
 DK7874'DESCRIBED BY MN DEPT OF TRANSP 2005 (WAS)
 DK7874'THE MARK IS LOCATED ABOUT 9.8 MI (15.8 KM) NORTH-NORTHEAST OF
 DK7874'EVANSVILLE, 9.4 MI (15.1 KM) SOUTH-SOUTHWEST OF VINING AND 5.3 MI (8.5
 DK7874'KM) NORTH-NORTHWEST OF MILLERVILLE.  1.0 MI (1.6 KM) NORTH AND 4.75 MI
 DK7874'(7.6 KM) WEST OF URBANK, 0.25 MI (0.4 KM) WEST OF COUNTY ROAD 5, 0.1
 DK7874'MI (0.2 KM) SOUTHWEST OF FARMHOUSE, 20.5 FT (6.2 M) NORTH OF COUNTY
 DK7874'ROAD 38, IN NORTH END OF COUNTY ROAD 38, IN THE TOP OF CATTLE PASS,
 DK7874'5.0 FT (1.5 M) WEST-NORTHWEST OF A WITNESS POST.
 DK7874
 DK7874                          STATION RECOVERY (2009)
 DK7874
 DK7874'RECOVERY NOTE BY MN DEPT OF TRANSP 2009 (PJG)
 DK7874'1.0 MI (1.6 KM) NORTH AND 4.75 MI (7.64 KM) WEST OF URBANK, 0.25 MI
 DK7874'(0.40 KM) WEST OF COUNTY ROAD 5, 0.1 MI (0.2 KM) SOUTHWEST OF
 DK7874'FARMHOUSE, 20.5 FT (6.2 M) NORTH OF COUNTY ROAD 38, IN NORTH END OF
 DK7874'COUNTY ROAD 38, IN THE TOP OF CATTLE PASS, 5.0 FT (1.5 M)
 DK7874'WEST-NORTHWEST OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DM1927 ***********************************************************************
 DM1927  HT_MOD      -  This is a Height Modernization Survey Station.
 DM1927  DESIGNATION -  17 RB
 DM1927  PID         -  DM1927
 DM1927  STATE/COUNTY-  MN/SWIFT
 DM1927  COUNTRY     -  US
 DM1927  USGS QUAD   -  DE GRAFF SE (2019)
 DM1927
 DM1927                         *CURRENT SURVEY CONTROL
 DM1927  ______________________________________________________________________
 DM1927* NAD 83(2011) POSITION- 45 21 14.49422(N) 095 22 06.48595(W)   ADJUSTED
 DM1927* NAD 83(2011) ELLIP HT-   296.086 (meters)        (06/27/12)   ADJUSTED
 DM1927* NAD 83(2011) EPOCH   -  2010.00
 DM1927* NAVD 88 ORTHO HEIGHT -   322.59  (meters)     1058.4   (feet) GPS OBS
 DM1927  ______________________________________________________________________
 DM1927  NAVD 88 orthometric height was determined with geoid model    GEOID03
 DM1927  GEOID HEIGHT    -        -26.409 (meters)                     GEOID03
 DM1927  GEOID HEIGHT    -        -26.502 (meters)                     GEOID18
 DM1927  NAD 83(2011) X  -   -420,076.155 (meters)                     COMP
 DM1927  NAD 83(2011) Y  - -4,470,197.765 (meters)                     COMP
 DM1927  NAD 83(2011) Z  -  4,515,293.896 (meters)                     COMP
 DM1927  LAPLACE CORR    -         -0.55  (seconds)                    DEFLEC18
 DM1927
 DM1927  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DM1927  Standards:
 DM1927         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DM1927            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DM1927  -------------------------------------------------------------------
 DM1927  NETWORK    0.61   0.63           0.29   0.19   0.32      0.02148429
 DM1927  -------------------------------------------------------------------
 DM1927  Click here for local accuracies and other accuracy information.
 DM1927
 DM1927.The horizontal coordinates were established by GPS observations
 DM1927.and adjusted by the National Geodetic Survey in June 2012.
 DM1927
 DM1927.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DM1927.been affixed to the stable North American tectonic plate. See 
 DM1927.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DM1927
 DM1927.The horizontal coordinates are valid at the epoch date displayed above
 DM1927.which is a decimal equivalence of Year/Month/Day.
 DM1927
 DM1927.The orthometric height was determined by GPS observations and a
 DM1927.high-resolution geoid model using precise GPS observation and
 DM1927.processing techniques.
 DM1927
 DM1927.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM1927.GEOID18 height accuracy estimate available here.
 DM1927
 DM1927.Click photographs - Photos may exist for this station.
 DM1927
 DM1927.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DM1927
 DM1927.The Laplace correction was computed from DEFLEC18 derived deflections.
 DM1927
 DM1927.The ellipsoidal height was determined by GPS observations
 DM1927.and is referenced to NAD 83.
 DM1927
 DM1927. The following values were computed from the NAD 83(2011) position.
 DM1927
 DM1927;                    North         East     Units Scale Factor Converg.
 DM1927;SPC MN S     -   362,468.899   692,768.616   MT  1.00003292   -0 57 33.1
 DM1927;SPC MN S     - 1,189,200.05  2,272,858.37   sFT  1.00003292   -0 57 33.1
 DM1927;UTM  15      - 5,025,008.273   314,482.183   MT  1.00002318   -1 41 08.0
 DM1927
 DM1927!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DM1927!SPC MN S     -   0.99995358  x   1.00003292  =   0.99998650
 DM1927!UTM  15      -   0.99995358  x   1.00002318  =   0.99997676
 DM1927
 DM1927_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUL1448225008(NAD 83)
 DM1927
 DM1927                          SUPERSEDED SURVEY CONTROL
 DM1927
 DM1927  NAD 83(2007)-  45 21 14.49411(N)    095 22 06.48675(W) AD(2002.00) 1
 DM1927  ELLIP H (08/04/10)  296.114  (m)                       GP(2002.00) 3 1
 DM1927
 DM1927.Superseded values are not recommended for survey control.
 DM1927
 DM1927.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DM1927.See file dsdata.pdf to determine how the superseded data were derived.
 DM1927
 DM1927_MARKER: DD = SURVEY DISK
 DM1927_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 DM1927_STAMPING: 17 RB 1966
 DM1927_MARK LOGO: USGS
 DM1927_PROJECTION: FLUSH
 DM1927_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT
 DM1927_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DM1927_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DM1927+SATELLITE: SATELLITE OBSERVATIONS - November 20, 2019
 DM1927
 DM1927  HISTORY     - Date     Condition        Report By
 DM1927  HISTORY     - 19660401 MONUMENTED       USGS
 DM1927  HISTORY     - 20061122 GOOD             MNDT
 DM1927  HISTORY     - 20191120 GOOD             MNDT
 DM1927
 DM1927                          STATION DESCRIPTION
 DM1927
 DM1927'DESCRIBED BY MN DEPT OF TRANSP 2006 (CAG)
 DM1927'THE MARK WAS RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.
 DM1927'THE MARK IS 4.1 MILES SOUTHEAST OF SWIFT FALLS, 1.5 MILES SOUTH ALONG
 DM1927'95TH AVENUE FROM THE JUNCTION OF 95TH AVENUE AND 70TH STREET IN SWIFT
 DM1927'FALLS, THEN 1.3 MILES EAST ON COUNTY ROAD 28, THEN 2.4 MILES SOUTHEAST
 DM1927'ON COUNTY ROAD 87, THEN 0.6 MILE SOUTH ON COUNTY ROAD 33, 203 FEET
 DM1927'SOUTH AND 50 FEET WEST OF ROAD AT FIELD ENTRANCE WEST AND FIELD ROAD
 DM1927'EAST, 1.1 FEET SOUTH OF POWER POLE, 1.0 FOOT EAST OF WITNESS POST.
 DM1927
 DM1927                          STATION RECOVERY (2019)
 DM1927
 DM1927'RECOVERY NOTE BY MN DEPT OF TRANSP 2019 (KMS)
 DM1927'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DF5952 ***********************************************************************
 DF5952  DESIGNATION -  17 RC
 DF5952  PID         -  DF5952
 DF5952  STATE/COUNTY-  MN/PINE
 DF5952  COUNTRY     -  US
 DF5952  USGS QUAD   -  DENHAM (2019)
 DF5952
 DF5952                         *CURRENT SURVEY CONTROL
 DF5952  ______________________________________________________________________
 DF5952* NAD 83(2011) POSITION- 46 19 57.52196(N) 092 59 26.45457(W)   ADJUSTED
 DF5952* NAD 83(2011) ELLIP HT-   369.498 (meters)        (06/27/12)   ADJUSTED
 DF5952* NAD 83(2011) EPOCH   -  2010.00
 DF5952* NAVD 88 ORTHO HEIGHT -   397.2   (meters)     1303.    (feet) GPS OBS
 DF5952  ______________________________________________________________________
 DF5952  NAVD 88 orthometric height was determined with geoid model    GEOID99
 DF5952  GEOID HEIGHT    -        -27.672 (meters)                     GEOID99
 DF5952  GEOID HEIGHT    -        -27.742 (meters)                     GEOID18
 DF5952  NAD 83(2011) X  -   -230,184.634 (meters)                     COMP
 DF5952  NAD 83(2011) Y  - -4,405,894.359 (meters)                     COMP
 DF5952  NAD 83(2011) Z  -  4,591,122.467 (meters)                     COMP
 DF5952  LAPLACE CORR    -         -1.04  (seconds)                    DEFLEC18
 DF5952
 DF5952  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DF5952  Standards:
 DF5952         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DF5952            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DF5952  -------------------------------------------------------------------
 DF5952  NETWORK    1.22   0.78           0.53   0.46   0.40     -0.00463958
 DF5952  -------------------------------------------------------------------
 DF5952  Click here for local accuracies and other accuracy information.
 DF5952
 DF5952.The horizontal coordinates were established by GPS observations
 DF5952.and adjusted by the National Geodetic Survey in June 2012.
 DF5952
 DF5952.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DF5952.been affixed to the stable North American tectonic plate. See 
 DF5952.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DF5952
 DF5952.The horizontal coordinates are valid at the epoch date displayed above
 DF5952.which is a decimal equivalence of Year/Month/Day.
 DF5952
 DF5952.The orthometric height was determined by GPS observations and a
 DF5952.high-resolution geoid model.
 DF5952
 DF5952.Significant digits in the geoid height do not necessarily reflect accuracy.
 DF5952.GEOID18 height accuracy estimate available here.
 DF5952
 DF5952.Click photographs - Photos may exist for this station.
 DF5952
 DF5952.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DF5952
 DF5952.The Laplace correction was computed from DEFLEC18 derived deflections.
 DF5952
 DF5952.The ellipsoidal height was determined by GPS observations
 DF5952.and is referenced to NAD 83.
 DF5952
 DF5952. The following values were computed from the NAD 83(2011) position.
 DF5952
 DF5952;                    North         East     Units Scale Factor Converg.
 DF5952;SPC MN C     -   248,889.077   896,953.064   MT  0.99992202   +0 54 39.5
 DF5952;SPC MN C     -   816,563.58  2,942,753.51   sFT  0.99992202   +0 54 39.5
 DF5952;UTM  15      - 5,131,007.754   500,717.192   MT  0.99960001   +0 00 24.3
 DF5952
 DF5952!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF5952!SPC MN C     -   0.99994208  x   0.99992202  =   0.99986410
 DF5952!UTM  15      -   0.99994208  x   0.99960001  =   0.99954211
 DF5952
 DF5952_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWM0071731007(NAD 83)
 DF5952
 DF5952                          SUPERSEDED SURVEY CONTROL
 DF5952
 DF5952  NAD 83(2007)-  46 19 57.52202(N)    092 59 26.45526(W) AD(2002.00) 0
 DF5952  ELLIP H (02/10/07)  369.529  (m)                       GP(2002.00)    
 DF5952  NAD 83(1996)-  46 19 57.52194(N)    092 59 26.45500(W) AD(       ) 1
 DF5952  ELLIP H (05/27/03)  369.561  (m)                       GP(       ) 3 1
 DF5952
 DF5952.Superseded values are not recommended for survey control.
 DF5952
 DF5952.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF5952.See file dsdata.pdf to determine how the superseded data were derived.
 DF5952
 DF5952_MARKER: DB = BENCH MARK DISK
 DF5952_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF5952_STAMPING: 17 RC 1954 1303
 DF5952_MARK LOGO: USGS
 DF5952_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DF5952+STABILITY: SURFACE MOTION
 DF5952_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF5952+SATELLITE: SATELLITE OBSERVATIONS - May 28, 2009
 DF5952
 DF5952  HISTORY     - Date     Condition        Report By
 DF5952  HISTORY     - 1954     MONUMENTED       USGS
 DF5952  HISTORY     - 20000425 GOOD             MNDT
 DF5952  HISTORY     - 20090528 GOOD             MNDT
 DF5952  HISTORY     - 20160817 MARK NOT FOUND   MNDT
 DF5952
 DF5952                          STATION DESCRIPTION
 DF5952
 DF5952'DESCRIBED BY MN DEPT OF TRANSP 2000 (MBR)
 DF5952'THE MARK WAS RECOVERED 3 MI (4.8 KM) SW OF DENHAM, 225 FT (68.6 M)
 DF5952'NORTH OF T-ROAD WEST AT TWP ROAD SOUTH, 33 FT (10.1 M) WEST OF CO RD
 DF5952'156 NORTH, 36 FT (11.0 M) NORTH OF PRIVATE DRIVE WEST, 0.5 FT (15.2
 DF5952'CM) EAST OF FENCELINE, 2 FT (0.6 M) EAST OF WIT POST.
 DF5952
 DF5952                          STATION RECOVERY (2009)
 DF5952
 DF5952'RECOVERY NOTE BY MN DEPT OF TRANSP 2009 (VWC)
 DF5952'RECOVERED AS DESCRIBED.
 DF5952
 DF5952                          STATION RECOVERY (2016)
 DF5952
 DF5952'RECOVERY NOTE BY MN DEPT OF TRANSP 2016 (MAS)
 DF5952'AFTER A THOROUGH FIELD SEARCH MARK WAS NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 PP2076 ***********************************************************************
 PP2076  DESIGNATION -  17 RLG
 PP2076  PID         -  PP2076
 PP2076  STATE/COUNTY-  MN/BLUE EARTH
 PP2076  COUNTRY     -  US
 PP2076  USGS QUAD   -  BEAUFORD (2019)
 PP2076
 PP2076                         *CURRENT SURVEY CONTROL
 PP2076  ______________________________________________________________________
 PP2076* NAD 83(1996) POSITION- 44 06 39.98570(N) 093 53 18.59895(W)   NO CHECK
 PP2076* NAVD 88 ORTHO HEIGHT -   307.838 (meters)     1009.97  (feet) ADJUSTED
 PP2076  ______________________________________________________________________
 PP2076  GEOID HEIGHT    -        -28.605 (meters)                     GEOID18
 PP2076  LAPLACE CORR    -         -5.63  (seconds)                    DEFLEC18
 PP2076  DYNAMIC HEIGHT  -        307.784 (meters)     1009.79  (feet) COMP
 PP2076  MODELED GRAVITY -    980,432.6   (mgal)                       NAVD 88
 PP2076
 PP2076  HORZ ORDER      -  THIRD
 PP2076  VERT ORDER      -  SECOND    CLASS I
 PP2076
 PP2076.The horizontal coordinates were established by classical geodetic methods
 PP2076.and adjusted by the National Geodetic Survey in March 1999.
 PP2076
 PP2076.No horizontal observational check was made to the station.
 PP2076
 PP2076.The orthometric height was determined by differential leveling and
 PP2076.adjusted by the NATIONAL GEODETIC SURVEY
 PP2076.in May 2019.
 PP2076
 PP2076.Significant digits in the geoid height do not necessarily reflect accuracy.
 PP2076.GEOID18 height accuracy estimate available here.
 PP2076
 PP2076.Click photographs - Photos may exist for this station.
 PP2076
 PP2076.The Laplace correction was computed from DEFLEC18 derived deflections.
 PP2076
 PP2076.The dynamic height is computed by dividing the NAVD 88
 PP2076.geopotential number by the normal gravity value computed on the
 PP2076.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP2076.degrees latitude (g = 980.6199 gals.).
 PP2076
 PP2076.The modeled gravity was interpolated from observed gravity values.
 PP2076
 PP2076. The following values were computed from the NAD 83(1996) position.
 PP2076
 PP2076;                    North         East     Units Scale Factor Converg.
 PP2076;SPC MN S     -   223,463.007   808,925.815   MT  0.99994512   +0 04 41.4
 PP2076;SPC MN S     -   733,144.88  2,653,950.78   sFT  0.99994512   +0 04 41.4
 PP2076;UTM  15      - 4,884,597.133   428,898.301   MT  0.99966217   -0 37 06.5
 PP2076
 PP2076!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PP2076!SPC MN S     -   0.99995622  x   0.99994512  =   0.99990134
 PP2076!UTM  15      -   0.99995622  x   0.99966217  =   0.99961840
 PP2076
 PP2076_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVJ2889884597(NAD 83)
 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  NAVD 88 (06/15/91)  307.833  (m)         1009.95   (f) SUPERSEDED  2 1
 PP2076  NGVD 29 (??/??/92)  307.799  (m)         1009.84   (f) ADJ UNCH    2 1
 PP2076  NGVD 29             307.80   (m)         1009.8    (f) LEVELING    3  
 PP2076
 PP2076.Superseded values are not recommended for survey control.
 PP2076
 PP2076.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PP2076.See file dsdata.pdf to determine how the superseded data were derived.
 PP2076
 PP2076_MARKER: DB = BENCH MARK DISK
 PP2076_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PP2076_STAMPING: 17 RLG 1949
 PP2076_MARK LOGO: USGS
 PP2076_PROJECTION: FLUSH
 PP2076_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 PP2076_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PP2076+STABILITY: SURFACE MOTION
 PP2076_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 PP2076+SATELLITE: SATELLITE OBSERVATIONS - August 31, 2022
 PP2076
 PP2076  HISTORY     - Date     Condition        Report By
 PP2076  HISTORY     - 1949     MONUMENTED       USGS
 PP2076  HISTORY     - 1979     GOOD             MNDT
 PP2076  HISTORY     - 20160421 GOOD             MNDT
 PP2076  HISTORY     - 20220831 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.
 PP2076
 PP2076                          STATION RECOVERY (2016)
 PP2076
 PP2076'RECOVERY NOTE BY MN DEPT OF TRANSP 2016 (KMS)
 PP2076'RECOVERED AS DESCRIBED.
 PP2076
 PP2076                          STATION RECOVERY (2022)
 PP2076
 PP2076'RECOVERY NOTE BY MN DEPT OF TRANSP 2022 (KMS)
 PP2076'2.5 MI (4.0 KM) NORTHWEST OF ST. CLAIR, 2.2 MI (3.5 KM)
 PP2076'NORTH-NORTHWEST ALONG TRUNK HIGHWAY 83 FROM THE JUNCTION OF TRUNK
 PP2076'HIGHWAY 83 AND COUNTY ROAD 15 IN ST. CLAIR TO TRUNK HIGHWAY 83 MILE
 PP2076'POINT 18.1, THEN 0.5 MI (0.8 KM) WEST ALONG COUNTY ROAD 90, THEN 0.15
 PP2076'MI (0.24 KM) NORTH ALONG 599TH AVENUE, 53.5 FT (16.3 M) NORTHWEST OF
 PP2076'THE NORTHWEST FACE OF A ROUND METAL STORAGE BIN, WEST BIN OF 3, 52.0
 PP2076'FT (15.8 M) NORTH OF AN ENTRANCE, 37.0 FT (11.3 M) NORTH OF A POWER
 PP2076'POLE WITH A TRANSFORMER, 24.0 FT (7.3 M) EAST OF 599TH AVENUE, 1.7 FT
 PP2076'(0.5 M) WEST OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DP2073 ***********************************************************************
 DP2073  DESIGNATION -  17 RWM
 DP2073  PID         -  DP2073
 DP2073  STATE/COUNTY-  MN/WILKIN
 DP2073  COUNTRY     -  US
 DP2073  USGS QUAD   -  WOLVERTON (2019)
 DP2073
 DP2073                         *CURRENT SURVEY CONTROL
 DP2073  ______________________________________________________________________
 DP2073* NAD 83(1986) POSITION- 46 30 00.62   (N) 096 41 51.82   (W)   HD_HELD1
 DP2073* NAVD 88 ORTHO HEIGHT -   288.086 (meters)      945.16  (feet) ADJUSTED
 DP2073  ______________________________________________________________________
 DP2073  GEOID HEIGHT    -        -26.516 (meters)                     GEOID18
 DP2073  DYNAMIC HEIGHT  -        288.105 (meters)      945.22  (feet) COMP
 DP2073  MODELED GRAVITY -    980,669.8   (mgal)                       NAVD 88
 DP2073
 DP2073  VERT ORDER      -  SECOND    CLASS I
 DP2073
 DP2073.The horizontal coordinates were determined by differentially corrected
 DP2073.hand held GPS observations or other comparable positioning techniques
 DP2073.and have an estimated accuracy of +/- 3 meters.
 DP2073
 DP2073.The orthometric height was determined by differential leveling and
 DP2073.adjusted by the NATIONAL GEODETIC SURVEY
 DP2073.in March 2020.
 DP2073
 DP2073.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP2073.GEOID18 height accuracy estimate available here.
 DP2073
 DP2073.Click photographs - Photos may exist for this station.
 DP2073
 DP2073.The dynamic height is computed by dividing the NAVD 88
 DP2073.geopotential number by the normal gravity value computed on the
 DP2073.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP2073.degrees latitude (g = 980.6199 gals.).
 DP2073
 DP2073.The modeled gravity was interpolated from observed gravity values.
 DP2073
 DP2073;                    North         East    Units  Estimated Accuracy
 DP2073;SPC MN C     -   269,642.0     612,150.4     MT  (+/- 3 meters HH1 GPS) 
 DP2073
 DP2073_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPS7665452197(NAD 83)
 DP2073
 DP2073                          SUPERSEDED SURVEY CONTROL
 DP2073
 DP2073  NAVD 88 (08/26/19)  288.090  (m)          945.18   (f) SUPERSEDED  2 1
 DP2073  NAVD 88 (06/17/14)  288.155  (m)          945.39   (f) SUPERSEDED  2 1
 DP2073
 DP2073.Superseded values are not recommended for survey control.
 DP2073
 DP2073.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DP2073.See file dsdata.pdf to determine how the superseded data were derived.
 DP2073
 DP2073_MARKER: DD = SURVEY DISK
 DP2073_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DP2073_STAMPING: 17 RWM 1964
 DP2073_MARK LOGO: USGS
 DP2073_PROJECTION: FLUSH
 DP2073_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DP2073_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DP2073+STABILITY: SURFACE MOTION
 DP2073_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DP2073+SATELLITE: SATELLITE OBSERVATIONS - August 24, 2010
 DP2073
 DP2073  HISTORY     - Date     Condition        Report By
 DP2073  HISTORY     - 19640401 MONUMENTED       USGS
 DP2073  HISTORY     - 20100824 GOOD             MNDT
 DP2073
 DP2073                          STATION DESCRIPTION
 DP2073
 DP2073'DESCRIBED BY MN DEPT OF TRANSP 2010 (KMS)
 DP2073'THE STATION IS LOCATED ABOUT 16.3 MI (26.2 KM) SOUTH-SOUTHWEST OF
 DP2073'BAKER, 11.3 MI (18.2 KM) SOUTH-SOUTHEAST OF COMSTOCK AND 4.7 MI (7.6
 DP2073'KM) SOUTH-SOUTHEAST OF WOLVERTON.
 DP2073'
 DP2073'TO REACH GO 4.68 MI (7.5 KM) SOUTHEAST OF WOLVERTON, 4.1 MI (6.6 KM)
 DP2073'SOUTH ALONG TRUNK HIGHWAY 75 FROM THE JUNCTION OF TRUNK HIGHWAY 75 AND
 DP2073'COUNTY ROAD 30 EAST IN WOLVERTON, AT TRUNK HIGHWAY 75 MILE POINT
 DP2073'224.10, THEN 1.5 MI (2.4 KM) EAST ON COUNTY ROAD 180.
 DP2073'
 DP2073'IT IS 96.0 FT (29.3 M) NORTH OF COUNTY ROAD 180 140.0 FT (42.7 M) EAST
 DP2073'OF COUNTY ROAD 151, 9.0 FT (2.7 M) WEST OF THE SOUTHWEST CORNER OF
 DP2073'ROBERTS TOWNHAYY AND 1.7 FT (0.5 M) SOUTH OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 PR0778 ***********************************************************************
 PR0778  DESIGNATION -  17 T
 PR0778  PID         -  PR0778
 PR0778  STATE/COUNTY-  MN/LINCOLN
 PR0778  COUNTRY     -  US
 PR0778  USGS QUAD   -  TYLER (2019)
 PR0778
 PR0778                         *CURRENT SURVEY CONTROL
 PR0778  ______________________________________________________________________
 PR0778* NAD 83(1996) POSITION- 44 22 20.49313(N) 096 10 41.36439(W)   ADJUSTED
 PR0778* NAVD 88 ORTHO HEIGHT -   510.57  (+/-2cm)     1675.1   (feet) VERTCON3
 PR0778  ______________________________________________________________________
 PR0778  GEOID HEIGHT    -        -26.225 (meters)                     GEOID18
 PR0778  LAPLACE CORR    -         -4.69  (seconds)                    DEFLEC18
 PR0778  HORZ ORDER      -  THIRD
 PR0778  VERT ORDER      -  THIRD ? (See Below)
 PR0778
 PR0778.The horizontal coordinates were established by classical geodetic methods
 PR0778.and adjusted by the National Geodetic Survey in March 1999.
 PR0778
 PR0778.The NAVD 88 height was computed by applying the VERTCON shift value to
 PR0778.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PR0778
 PR0778.Significant digits in the geoid height do not necessarily reflect accuracy.
 PR0778.GEOID18 height accuracy estimate available here.
 PR0778
 PR0778.The vertical order pertains to the NGVD 29 superseded value.
 PR0778
 PR0778.Click photographs - Photos may exist for this station.
 PR0778
 PR0778.The Laplace correction was computed from DEFLEC18 derived deflections.
 PR0778
 PR0778. The following values were computed from the NAD 83(1996) position.
 PR0778
 PR0778;                    North         East     Units Scale Factor Converg.
 PR0778;SPC MN S     -   254,797.188   626,428.281   MT  0.99992457   -1 31 36.2
 PR0778;SPC MN S     -   835,947.11  2,055,206.79   sFT  0.99992457   -1 31 36.2
 PR0778;UTM  14      - 4,917,104.521   724,821.172   MT  1.00022164   +1 58 27.1
 PR0778
 PR0778!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PR0778!SPC MN S     -   0.99992406  x   0.99992457  =   0.99984864
 PR0778!UTM  14      -   0.99992406  x   1.00022164  =   1.00014569
 PR0778
 PR0778_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQQ2482117104(NAD 83)
 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             510.31   (m)         1674.2    (f) LEVELING    3  
 PR0778
 PR0778.Superseded values are not recommended for survey control.
 PR0778
 PR0778.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PR0778.See file dsdata.pdf to determine how the superseded data were derived.
 PR0778
 PR0778_MARKER: DB = BENCH MARK DISK
 PR0778_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PR0778_STAMPING: 17 T 1960
 PR0778_MARK LOGO: USGS
 PR0778_PROJECTION: FLUSH
 PR0778_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PR0778+STABILITY: SURFACE MOTION
 PR0778
 PR0778  HISTORY     - Date     Condition        Report By
 PR0778  HISTORY     - 1960     MONUMENTED       USGS
 PR0778  HISTORY     - 20070418 SEE DESCRIPTION  MNDT
 PR0778
 PR0778                          STATION DESCRIPTION
 PR0778
 PR0778'DESCRIBED BY US GEOLOGICAL SURVEY 1960 (JHT)
 PR0778'LAKE BENTON,8 MILE N AND 5 MILE E OF. 797 FT E,31 FT N AND 15.6 FT
 PR0778'HIGHER THAN X-ROADS AT SW CORNER OF SECTION 32,T.111N,R.44W, 414 FT E
 PR0778'OF CHICAGO AND NORTHWESTERN RAILWAY ON TOP OF HILL,46 FT W OF CLUMP OF
 PR0778'BUSHES IN FENCELINE ON NORTH SIDE OF ROAD AND 2 FT N OF E-W FENCE. IN
 PR0778'CONCRETE POST A STANDARD TABLET STAMPED---17 T 1960 1674 ET---.
 PR0778
 PR0778                          STATION RECOVERY (2007)
 PR0778
 PR0778'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (DS)
 PR0778'THE MARK IS LOCATED ABOUT 9.4 MI (15.1 KM) NORTHEAST OF LAKE BENTON,
 PR0778'6.8 MI (11.0 KM) NORTH-NORTHWEST OF TYLER AND 0.8 MI (1.3 KM)
 PR0778'SOUTH-SOUTHEAST OF ARCO.
 PR0778'
 PR0778'8 MILES NORTH AND 5 MILES EAST OF LAKE BENTON, 31 FEET NORTH AND 797
 PR0778'FEET EAST OF CROSSROADS OF COUNTY ROAD 11 AND TOWNSHIP ROAD, AT TOP OF
 PR0778'HILL.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DH3889 ***********************************************************************
 DH3889  DESIGNATION -  1701 A
 DH3889  PID         -  DH3889
 DH3889  STATE/COUNTY-  MN/COTTONWOOD
 DH3889  COUNTRY     -  US
 DH3889  USGS QUAD   -  WESTBROOK (2019)
 DH3889
 DH3889                         *CURRENT SURVEY CONTROL
 DH3889  ______________________________________________________________________
 DH3889* NAD 83(2011) POSITION- 44 02 10.19623(N) 095 26 46.30560(W)   ADJUSTED
 DH3889* NAD 83(2011) ELLIP HT-   403.194 (meters)        (06/27/12)   ADJUSTED
 DH3889* NAD 83(2011) EPOCH   -  2010.00
 DH3889* NAVD 88 ORTHO HEIGHT -   430.103 (meters)     1411.10  (feet) ADJUSTED
 DH3889  ______________________________________________________________________
 DH3889  GEOID HEIGHT    -        -26.892 (meters)                     GEOID18
 DH3889  NAD 83(2011) X  -   -435,923.634 (meters)                     COMP
 DH3889  NAD 83(2011) Y  - -4,572,240.079 (meters)                     COMP
 DH3889  NAD 83(2011) Z  -  4,411,261.631 (meters)                     COMP
 DH3889  LAPLACE CORR    -         -2.23  (seconds)                    DEFLEC18
 DH3889  DYNAMIC HEIGHT  -        430.017 (meters)     1410.81  (feet) COMP
 DH3889  MODELED GRAVITY -    980,405.1   (mgal)                       NAVD 88
 DH3889
 DH3889  VERT ORDER      -  SECOND    CLASS I
 DH3889
 DH3889  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DH3889  Standards:
 DH3889         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DH3889            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DH3889  -------------------------------------------------------------------
 DH3889  NETWORK    0.38   0.55           0.18   0.12   0.28     -0.01266318
 DH3889  -------------------------------------------------------------------
 DH3889  Click here for local accuracies and other accuracy information.
 DH3889
 DH3889.The horizontal coordinates were established by GPS observations
 DH3889.and adjusted by the National Geodetic Survey in June 2012.
 DH3889
 DH3889.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DH3889.been affixed to the stable North American tectonic plate. See 
 DH3889.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DH3889
 DH3889.The horizontal coordinates are valid at the epoch date displayed above
 DH3889.which is a decimal equivalence of Year/Month/Day.
 DH3889
 DH3889.The orthometric height was determined by differential leveling and
 DH3889.adjusted by the NATIONAL GEODETIC SURVEY
 DH3889.in April 2020.
 DH3889
 DH3889.Significant digits in the geoid height do not necessarily reflect accuracy.
 DH3889.GEOID18 height accuracy estimate available here.
 DH3889
 DH3889.Click photographs - Photos may exist for this station.
 DH3889
 DH3889.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH3889
 DH3889.The Laplace correction was computed from DEFLEC18 derived deflections.
 DH3889
 DH3889.The ellipsoidal height was determined by GPS observations
 DH3889.and is referenced to NAD 83.
 DH3889
 DH3889.The dynamic height is computed by dividing the NAVD 88
 DH3889.geopotential number by the normal gravity value computed on the
 DH3889.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH3889.degrees latitude (g = 980.6199 gals.).
 DH3889
 DH3889.The modeled gravity was interpolated from observed gravity values.
 DH3889
 DH3889. The following values were computed from the NAD 83(2011) position.
 DH3889
 DH3889;                    North         East     Units Scale Factor Converg.
 DH3889;SPC MN S     -   216,155.696   684,087.891   MT  0.99995482   -1 00 49.2
 DH3889;SPC MN S     -   709,170.81  2,244,378.36   sFT  0.99995482   -1 00 49.2
 DH3889;UTM  15      - 4,878,799.030   303,995.487   MT  1.00007252   -1 42 03.3
 DH3889
 DH3889!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH3889!SPC MN S     -   0.99993678  x   0.99995482  =   0.99989160
 DH3889!UTM  15      -   0.99993678  x   1.00007252  =   1.00000930
 DH3889
 DH3889_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUJ0399578799(NAD 83)
 DH3889
 DH3889                          SUPERSEDED SURVEY CONTROL
 DH3889
 DH3889  NAD 83(2007)-  44 02 10.19620(N)    095 26 46.30639(W) AD(2002.00) 0
 DH3889  ELLIP H (02/10/07)  403.228  (m)                       GP(2002.00)    
 DH3889  NAD 83(1996)-  44 02 10.19567(N)    095 26 46.30564(W) AD(       ) 1
 DH3889  ELLIP H (05/30/05)  403.273  (m)                       GP(       ) 3 2
 DH3889  NAVD 88 (05/05/10)  430.087  (m)         1411.04   (f) SUPERSEDED  2 1
 DH3889  NAVD 88 (05/30/05)  430.1    (m)  GEOID03  model used  GPS OBS        
 DH3889
 DH3889.Superseded values are not recommended for survey control.
 DH3889
 DH3889.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH3889.See file dsdata.pdf to determine how the superseded data were derived.
 DH3889
 DH3889_MARKER: DB = BENCH MARK DISK
 DH3889_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 DH3889_STAMPING: 1701 A 1954
 DH3889_MARK LOGO: MNHD
 DH3889_PROJECTION: RECESSED 25 CENTIMETERS
 DH3889_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT
 DH3889_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DH3889_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH3889+SATELLITE: SATELLITE OBSERVATIONS - September 11, 2023
 DH3889
 DH3889  HISTORY     - Date     Condition        Report By
 DH3889  HISTORY     - 1954     MONUMENTED       MNHD
 DH3889  HISTORY     - 20040630 GOOD             MNDT
 DH3889  HISTORY     - 20060517 GOOD             MNDT
 DH3889  HISTORY     - 20100710 GOOD             AEROME
 DH3889  HISTORY     - 20100711 GOOD             AEROME
 DH3889  HISTORY     - 20190402 GOOD             MNDT
 DH3889  HISTORY     - 20190430 GOOD             MNDT
 DH3889  HISTORY     - 20230911 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.
 DH3889
 DH3889                          STATION RECOVERY (2006)
 DH3889
 DH3889'RECOVERY NOTE BY MN DEPT OF TRANSP 2006 (MPP)
 DH3889'RECOVERED AS DESCRIBED.
 DH3889
 DH3889                          STATION RECOVERY (2010)
 DH3889
 DH3889'RECOVERY NOTE BY AERO METRIC INC 2010
 DH3889'RECOVERED IN GOOD CONDITION.
 DH3889
 DH3889                          STATION RECOVERY (2010)
 DH3889
 DH3889'RECOVERY NOTE BY AERO METRIC INC 2010
 DH3889'RECOVERED IN GOOD CONDITION.
 DH3889
 DH3889                          STATION RECOVERY (2019)
 DH3889
 DH3889'RECOVERY NOTE BY MN DEPT OF TRANSP 2019 (KMS)
 DH3889'RECOVERED AS DESCRIBED.
 DH3889
 DH3889                          STATION RECOVERY (2019)
 DH3889
 DH3889'RECOVERY NOTE BY MN DEPT OF TRANSP 2019 (KXS)
 DH3889'RECOVERED IN GOOD CONDITION.
 DH3889
 DH3889                          STATION RECOVERY (2023)
 DH3889
 DH3889'RECOVERY NOTE BY MN DEPT OF TRANSP 2023 (TJD)
 DH3889'0.5 MI (0.8 KM) WEST OF WESTBROOK, 0.25 MI (0.40 KM) WEST ALONG TRUNK
 DH3889'HIGHWAY 30 FROM THE JUNCTION OF TRUNK HIGHWAY 30 AND COUNTY ROAD 7 IN
 DH3889'WESTBROOK, AT TRUNK HIGHWAY 30 MILE POINT 57.05, 58.0 FT (17.7 M)
 DH3889'SOUTH OF TRUNK HIGHWAY 30, 2.3 FT (0.7 M) NORTH OF AN EAST-WEST FENCE
 DH3889'LINE, 0.5 FT (15 CM) NORTH OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DR2690 ***********************************************************************
 DR2690  DESIGNATION -  1701 AA RESET
 DR2690  PID         -  DR2690
 DR2690  STATE/COUNTY-  MN/COTTONWOOD
 DR2690  COUNTRY     -  US
 DR2690  USGS QUAD   -  JEFFERS (2019)
 DR2690
 DR2690                         *CURRENT SURVEY CONTROL
 DR2690  ______________________________________________________________________
 DR2690* NAD 83(2011) POSITION- 44 03 02.25016(N) 095 11 24.04954(W)   ADJUSTED
 DR2690* NAD 83(2011) ELLIP HT-   419.976 (meters)        (06/07/19)   ADJUSTED
 DR2690* NAD 83(2011) EPOCH   -  2010.00
 DR2690* NAVD 88 ORTHO HEIGHT -   447.164 (meters)     1467.07  (feet) ADJUSTED
 DR2690  ______________________________________________________________________
 DR2690  GEOID HEIGHT    -        -27.194 (meters)                     GEOID18
 DR2690  NAD 83(2011) X  -   -415,375.885 (meters)                     COMP
 DR2690  NAD 83(2011) Y  - -4,573,043.067 (meters)                     COMP
 DR2690  NAD 83(2011) Z  -  4,412,428.241 (meters)                     COMP
 DR2690  LAPLACE CORR    -         -3.91  (seconds)                    DEFLEC18
 DR2690  DYNAMIC HEIGHT  -        447.077 (meters)     1466.79  (feet) COMP
 DR2690  MODELED GRAVITY -    980,408.9   (mgal)                       NAVD 88
 DR2690
 DR2690  VERT ORDER      -  SECOND    CLASS I
 DR2690
 DR2690  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DR2690  Standards:
 DR2690         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DR2690            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DR2690  -------------------------------------------------------------------
 DR2690  NETWORK    0.67   1.20           0.31   0.22   0.61     -0.04744772
 DR2690  -------------------------------------------------------------------
 DR2690  Click here for local accuracies and other accuracy information.
 DR2690
 DR2690.The horizontal coordinates were established by GPS observations
 DR2690.and adjusted by the MN DEPT OF TRANSP in June 2019.
 DR2690
 DR2690.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DR2690.been affixed to the stable North American tectonic plate. See 
 DR2690.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DR2690
 DR2690.The horizontal coordinates are valid at the epoch date displayed above
 DR2690.which is a decimal equivalence of Year/Month/Day.
 DR2690
 DR2690.The orthometric height was determined by differential leveling and
 DR2690.adjusted by the NATIONAL GEODETIC SURVEY
 DR2690.in April 2020.
 DR2690
 DR2690.Significant digits in the geoid height do not necessarily reflect accuracy.
 DR2690.GEOID18 height accuracy estimate available here.
 DR2690
 DR2690.Click photographs - Photos may exist for this station.
 DR2690
 DR2690.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DR2690
 DR2690.The Laplace correction was computed from DEFLEC18 derived deflections.
 DR2690
 DR2690.The ellipsoidal height was determined by GPS observations
 DR2690.and is referenced to NAD 83.
 DR2690
 DR2690.The dynamic height is computed by dividing the NAVD 88
 DR2690.geopotential number by the normal gravity value computed on the
 DR2690.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DR2690.degrees latitude (g = 980.6199 gals.).
 DR2690
 DR2690.The modeled gravity was interpolated from observed gravity values.
 DR2690
 DR2690. The following values were computed from the NAD 83(2011) position.
 DR2690
 DR2690;                    North         East     Units Scale Factor Converg.
 DR2690;SPC MN S     -   217,430.986   704,642.590   MT  0.99995281   -0 50 02.8
 DR2690;SPC MN S     -   713,354.83  2,311,814.90   sFT  0.99995281   -0 50 02.8
 DR2690;UTM  15      - 4,879,827.448   324,565.477   MT  0.99997854   -1 31 23.1
 DR2690
 DR2690!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DR2690!SPC MN S     -   0.99993415  x   0.99995281  =   0.99988696
 DR2690!UTM  15      -   0.99993415  x   0.99997854  =   0.99991269
 DR2690
 DR2690_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUJ2456579827(NAD 83)
 DR2690
 DR2690                          SUPERSEDED SURVEY CONTROL
 DR2690
 DR2690  NAVD 88 (06/07/19)  447.16   (m)  GEOID12B model used  GPS OBS        
 DR2690
 DR2690.Superseded values are not recommended for survey control.
 DR2690
 DR2690.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DR2690.See file dsdata.pdf to determine how the superseded data were derived.
 DR2690
 DR2690_MARKER: I = METAL ROD
 DR2690_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DR2690_STAMPING: 1701 AA RESET 2019
 DR2690_MARK LOGO: MNDT
 DR2690_PROJECTION: RECESSED 10 CENTIMETERS
 DR2690_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DR2690_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DR2690_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DR2690+SATELLITE: SATELLITE OBSERVATIONS - September 07, 2023
 DR2690_ROD/PIPE-DEPTH: 7.6 meters
 DR2690
 DR2690  HISTORY     - Date     Condition        Report By
 DR2690  HISTORY     - 20190415 MONUMENTED       MNDT
 DR2690  HISTORY     - 20230907 GOOD             MNDT
 DR2690
 DR2690                          STATION DESCRIPTION
 DR2690
 DR2690'DESCRIBED BY MN DEPT OF TRANSP 2019
 DR2690'IN JEFFERS, AT THE EAST JUNCTION OF TRUNK HIGHWAY 30 AND COUNTY ROAD
 DR2690'52 IN JEFFERS, AT TRUNK HIGHWAY 30 MILEPOINT 70.2, 64.4 FEET NORTH OF
 DR2690'TRUNK HIGHWAY 30, 54.7 FEET EAST OF COUNTY ROAD 52, 1.0 FOOT SOUTH OF
 DR2690'A WITNESS POST.
 DR2690
 DR2690                          STATION RECOVERY (2023)
 DR2690
 DR2690'RECOVERY NOTE BY MN DEPT OF TRANSP 2023 (KMS)
 DR2690'IN JEFFERS, AT THE EAST JUNCTION OF TRUNK HIGHWAY 30 AND COUNTY ROAD
 DR2690'52 IN JEFFERS, AT TRUNK HIGHWAY 30 MILE POINT 70.2, 64.4 FT (19.6 M)
 DR2690'NORTH OF TRUNK HIGHWAY 30, 54.7 FT (16.7 M) EAST OF COUNTY ROAD 52,
 DR2690'1.0 FT (0.3 M) SOUTH OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DK2703 ***********************************************************************
 DK2703  DESIGNATION -  1701 AB
 DK2703  PID         -  DK2703
 DK2703  STATE/COUNTY-  MN/COTTONWOOD
 DK2703  COUNTRY     -  US
 DK2703  USGS QUAD   -  JEFFERS (2019)
 DK2703
 DK2703                         *CURRENT SURVEY CONTROL
 DK2703  ______________________________________________________________________
 DK2703* NAD 83(2011) POSITION- 44 02 59.35208(N) 095 13 13.04854(W)   ADJUSTED
 DK2703* NAD 83(2011) ELLIP HT-   422.607 (meters)        (06/07/19)   ADJUSTED
 DK2703* NAD 83(2011) EPOCH   -  2010.00
 DK2703* NAVD 88 ORTHO HEIGHT -   449.750 (meters)     1475.55  (feet) ADJUSTED
 DK2703  ______________________________________________________________________
 DK2703  GEOID HEIGHT    -        -27.147 (meters)                     GEOID18
 DK2703  NAD 83(2011) X  -   -417,798.246 (meters)                     COMP
 DK2703  NAD 83(2011) Y  - -4,572,886.748 (meters)                     COMP
 DK2703  NAD 83(2011) Z  -  4,412,365.777 (meters)                     COMP
 DK2703  LAPLACE CORR    -         -3.66  (seconds)                    DEFLEC18
 DK2703  DYNAMIC HEIGHT  -        449.663 (meters)     1475.27  (feet) COMP
 DK2703  MODELED GRAVITY -    980,409.8   (mgal)                       NAVD 88
 DK2703
 DK2703  VERT ORDER      -  SECOND    CLASS I
 DK2703
 DK2703  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DK2703  Standards:
 DK2703         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DK2703            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DK2703  -------------------------------------------------------------------
 DK2703  NETWORK    0.67   1.22           0.31   0.22   0.62     -0.02942572
 DK2703  -------------------------------------------------------------------
 DK2703  Click here for local accuracies and other accuracy information.
 DK2703
 DK2703.The horizontal coordinates were established by GPS observations
 DK2703.and adjusted by the MN DEPT OF TRANSP in June 2019.
 DK2703
 DK2703.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DK2703.been affixed to the stable North American tectonic plate. See 
 DK2703.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DK2703
 DK2703.The horizontal coordinates are valid at the epoch date displayed above
 DK2703.which is a decimal equivalence of Year/Month/Day.
 DK2703
 DK2703.The orthometric height was determined by differential leveling and
 DK2703.adjusted by the NATIONAL GEODETIC SURVEY
 DK2703.in June 2008.
 DK2703
 DK2703.No vertical observational check was made to the station.
 DK2703
 DK2703.Significant digits in the geoid height do not necessarily reflect accuracy.
 DK2703.GEOID18 height accuracy estimate available here.
 DK2703
 DK2703.Click photographs - Photos may exist for this station.
 DK2703
 DK2703.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DK2703
 DK2703.The Laplace correction was computed from DEFLEC18 derived deflections.
 DK2703
 DK2703.The ellipsoidal height was determined by GPS observations
 DK2703.and is referenced to NAD 83.
 DK2703
 DK2703.The dynamic height is computed by dividing the NAVD 88
 DK2703.geopotential number by the normal gravity value computed on the
 DK2703.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK2703.degrees latitude (g = 980.6199 gals.).
 DK2703
 DK2703.The modeled gravity was interpolated from observed gravity values.
 DK2703
 DK2703. The following values were computed from the NAD 83(2011) position.
 DK2703
 DK2703;                    North         East     Units Scale Factor Converg.
 DK2703;SPC MN S     -   217,377.322   702,215.256   MT  0.99995292   -0 51 19.2
 DK2703;SPC MN S     -   713,178.76  2,303,851.22   sFT  0.99995292   -0 51 19.2
 DK2703;UTM  15      - 4,879,802.970   322,137.598   MT  0.99998909   -1 32 38.9
 DK2703
 DK2703!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DK2703!SPC MN S     -   0.99993374  x   0.99995292  =   0.99988666
 DK2703!UTM  15      -   0.99993374  x   0.99998909  =   0.99992283
 DK2703
 DK2703_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUJ2213779802(NAD 83)
 DK2703
 DK2703                          SUPERSEDED SURVEY CONTROL
 DK2703
 DK2703.No superseded survey control is available for this station.
 DK2703
 DK2703_MARKER: DD = SURVEY DISK
 DK2703_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DK2703_STAMPING: 1701 AB 2005
 DK2703_MARK LOGO: MNDT
 DK2703_PROJECTION: FLUSH
 DK2703_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DK2703_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DK2703_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DK2703+SATELLITE: SATELLITE OBSERVATIONS - September 07, 2023
 DK2703_ROD/PIPE-DEPTH: 7.6 meters
 DK2703
 DK2703  HISTORY     - Date     Condition        Report By
 DK2703  HISTORY     - 2005     MONUMENTED       MNDT
 DK2703  HISTORY     - 20190415 GOOD             MNDT
 DK2703  HISTORY     - 20190424 GOOD             MNDT
 DK2703  HISTORY     - 20230907 GOOD             MNDT
 DK2703
 DK2703                          STATION DESCRIPTION
 DK2703
 DK2703'DESCRIBED BY MN DEPT OF TRANSP 2005
 DK2703'1.0 MI (1.6 KM) SOUTHWEST OF JEFFERS, 1.0 MI (1.6 KM) WEST ALONG TRUNK
 DK2703'HIGHWAY 30 FROM THE JUNCTION OF TRUNK HIGHWAY 30 AND COUNTY ROAD 52 IN
 DK2703'JEFFERS, AT TRUNK HIGHWAY 30 MILE POINT 68.70, 63.4 FT (19.3 M) WEST
 DK2703'OF A POWER POLE, 63.1 FT (19.2 M) SOUTH OF TRUNK HIGHWAY 30, 48.2 FT
 DK2703'(14.7 M) EAST OF 430TH AVENUE, 0.6 FT (0.2 M) NORTH OF A WITNESS POST.
 DK2703
 DK2703                          STATION RECOVERY (2019)
 DK2703
 DK2703'RECOVERY NOTE BY MN DEPT OF TRANSP 2019 (KMS)
 DK2703'RECOVERED AS DESCRIBED.
 DK2703
 DK2703                          STATION RECOVERY (2019)
 DK2703
 DK2703'RECOVERY NOTE BY MN DEPT OF TRANSP 2019 (KXS)
 DK2703'RECOVERED AS DESCRIBED.
 DK2703
 DK2703                          STATION RECOVERY (2023)
 DK2703
 DK2703'RECOVERY NOTE BY MN DEPT OF TRANSP 2023 (KMS)
 DK2703'1.0 MI (1.6 KM) WEST OF JEFFERS, 1.0 MI (1.6 KM) WEST ALONG TRUNK
 DK2703'HIGHWAY 30 FROM THE EAST JUNCTION OF TRUNK HIGHWAY 30 AND COUNTY ROAD
 DK2703'52 AND COUNTY ROAD 4 IN JEFFERS, AT TRUNK HIGHWAY 30 MILE POINT 68.7,
 DK2703'63.4 FT (19.3 M) WEST OF A POWER POLE, 63.1 FT (19.2 M) SOUTH OF TRUNK
 DK2703'HIGHWAY 30, 48.2 FT (14.7 M) EAST OF 430TH AVENUE, 15.5 FT (4.7 M)
 DK2703'NORTHEAST OF STATION 1701 M (5580.7 FT), 1.0 FT (0.3 M) NORTH OF A
 DK2703'WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DK2704 ***********************************************************************
 DK2704  DESIGNATION -  1701 AC
 DK2704  PID         -  DK2704
 DK2704  STATE/COUNTY-  MN/COTTONWOOD
 DK2704  COUNTRY     -  US
 DK2704  USGS QUAD   -  JEFFERS (2019)
 DK2704
 DK2704                         *CURRENT SURVEY CONTROL
 DK2704  ______________________________________________________________________
 DK2704* NAD 83(2011) POSITION- 44 03 00.51131(N) 095 14 26.55827(W)   ADJUSTED
 DK2704* NAD 83(2011) ELLIP HT-   425.264 (meters)        (06/07/19)   ADJUSTED
 DK2704* NAD 83(2011) EPOCH   -  2010.00
 DK2704* NAVD 88 ORTHO HEIGHT -   452.371 (meters)     1484.15  (feet) ADJUSTED
 DK2704  ______________________________________________________________________
 DK2704  GEOID HEIGHT    -        -27.118 (meters)                     GEOID18
 DK2704  NAD 83(2011) X  -   -419,425.831 (meters)                     COMP
 DK2704  NAD 83(2011) Y  - -4,572,714.688 (meters)                     COMP
 DK2704  NAD 83(2011) Z  -  4,412,393.342 (meters)                     COMP
 DK2704  LAPLACE CORR    -         -3.43  (seconds)                    DEFLEC18
 DK2704  DYNAMIC HEIGHT  -        452.283 (meters)     1483.87  (feet) COMP
 DK2704  MODELED GRAVITY -    980,410.8   (mgal)                       NAVD 88
 DK2704
 DK2704  VERT ORDER      -  SECOND    CLASS I
 DK2704
 DK2704  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DK2704  Standards:
 DK2704         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DK2704            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DK2704  -------------------------------------------------------------------
 DK2704  NETWORK    0.65   1.20           0.30   0.22   0.61     -0.03974352
 DK2704  -------------------------------------------------------------------
 DK2704  Click here for local accuracies and other accuracy information.
 DK2704
 DK2704.The horizontal coordinates were established by GPS observations
 DK2704.and adjusted by the MN DEPT OF TRANSP in June 2019.
 DK2704
 DK2704.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DK2704.been affixed to the stable North American tectonic plate. See 
 DK2704.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DK2704
 DK2704.The horizontal coordinates are valid at the epoch date displayed above
 DK2704.which is a decimal equivalence of Year/Month/Day.
 DK2704
 DK2704.The orthometric height was determined by differential leveling and
 DK2704.adjusted by the NATIONAL GEODETIC SURVEY
 DK2704.in April 2020.
 DK2704
 DK2704.Significant digits in the geoid height do not necessarily reflect accuracy.
 DK2704.GEOID18 height accuracy estimate available here.
 DK2704
 DK2704.Click photographs - Photos may exist for this station.
 DK2704
 DK2704.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DK2704
 DK2704.The Laplace correction was computed from DEFLEC18 derived deflections.
 DK2704
 DK2704.The ellipsoidal height was determined by GPS observations
 DK2704.and is referenced to NAD 83.
 DK2704
 DK2704.The dynamic height is computed by dividing the NAVD 88
 DK2704.geopotential number by the normal gravity value computed on the
 DK2704.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK2704.degrees latitude (g = 980.6199 gals.).
 DK2704
 DK2704.The modeled gravity was interpolated from observed gravity values.
 DK2704
 DK2704. The following values were computed from the NAD 83(2011) position.
 DK2704
 DK2704;                    North         East     Units Scale Factor Converg.
 DK2704;SPC MN S     -   217,437.726   700,579.672   MT  0.99995288   -0 52 10.7
 DK2704;SPC MN S     -   713,376.94  2,298,485.14   sFT  0.99995288   -0 52 10.7
 DK2704;UTM  15      - 4,879,883.035   320,502.794   MT  0.99999628   -1 33 30.1
 DK2704
 DK2704!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DK2704!SPC MN S     -   0.99993332  x   0.99995288  =   0.99988620
 DK2704!UTM  15      -   0.99993332  x   0.99999628  =   0.99992960
 DK2704
 DK2704_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUJ2050279883(NAD 83)
 DK2704
 DK2704                          SUPERSEDED SURVEY CONTROL
 DK2704
 DK2704  NAVD 88 (06/04/08)  452.368  (m)         1484.14   (f) SUPERSEDED  2 1
 DK2704
 DK2704.Superseded values are not recommended for survey control.
 DK2704
 DK2704.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK2704.See file dsdata.pdf to determine how the superseded data were derived.
 DK2704
 DK2704_MARKER: DD = SURVEY DISK
 DK2704_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DK2704_STAMPING: 1701 AC 2005
 DK2704_MARK LOGO: MNDT
 DK2704_PROJECTION: RECESSED 8 CENTIMETERS
 DK2704_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DK2704_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DK2704_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DK2704+SATELLITE: SATELLITE OBSERVATIONS - September 07, 2023
 DK2704_ROD/PIPE-DEPTH: 6.1 meters
 DK2704
 DK2704  HISTORY     - Date     Condition        Report By
 DK2704  HISTORY     - 2005     MONUMENTED       MNDT
 DK2704  HISTORY     - 20190415 GOOD             MNDT
 DK2704  HISTORY     - 20190424 GOOD             MNDT
 DK2704  HISTORY     - 20230907 GOOD             MNDT
 DK2704
 DK2704                          STATION DESCRIPTION
 DK2704
 DK2704'DESCRIBED BY MN DEPT OF TRANSP 2005
 DK2704'2.0 MI (3.2 KM) WEST-SOUTHWEST OF JEFFERS, 2.0 MI (3.2 KM) WEST ALONG
 DK2704'TRUNK HIGHWAY 30 FROM THE JUNCTION OF TRUNK HIGHWAY 30 AND COUNTY ROAD
 DK2704'4 NORTH IN JEFFERS, AT TRUNK HIGHWAY 30 MILE POINT 67.70, 73.7 FT
 DK2704'(22.5 M) SOUTH OF TRUNK HIGHWAY 30, 51.2 FT (15.6 M) WEST OF 42XTH
 DK2704'AVENUE, 0.8 FT (0.2 M) NORTH OF A WITNESS POST.
 DK2704
 DK2704                          STATION RECOVERY (2019)
 DK2704
 DK2704'RECOVERY NOTE BY MN DEPT OF TRANSP 2019 (KMS)
 DK2704'RECOVERED AS DESCRIBED.
 DK2704
 DK2704                          STATION RECOVERY (2019)
 DK2704
 DK2704'RECOVERY NOTE BY MN DEPT OF TRANSP 2019 (KXS)
 DK2704'RECOVERED AS DESCRIBED.
 DK2704
 DK2704                          STATION RECOVERY (2023)
 DK2704
 DK2704'RECOVERY NOTE BY MN DEPT OF TRANSP 2023 (KMS)
 DK2704'2.0 MI (3.2 KM) WEST-SOUTHWEST OF JEFFERS, 2.0 MI (3.2 KM) WEST ALONG
 DK2704'TRUNK HIGHWAY 30 FROM THE JUNCTION OF TRUNK HIGHWAY 30 AND COUNTY ROAD
 DK2704'4 NORTH IN JEFFERS, AT TRUNK HIGHWAY 30 MILE POINT 67.7, 73.7 FT (22.5
 DK2704'M) SOUTH OF TRUNK HIGHWAY 30, 51.2 FT (15.6 M) WEST OF 420TH AVENUE,
 DK2704'0.8 FT (24 CM) NORTH OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DK2711 ***********************************************************************
 DK2711  DESIGNATION -  1701 AD 1
 DK2711  PID         -  DK2711
 DK2711  STATE/COUNTY-  MN/COTTONWOOD
 DK2711  COUNTRY     -  US
 DK2711  USGS QUAD   -  STORDEN (2019)
 DK2711
 DK2711                         *CURRENT SURVEY CONTROL
 DK2711  ______________________________________________________________________
 DK2711* NAD 83(1986) POSITION- 44 03 53.42   (N) 095 20 26.87   (W)   HD_HELD1
 DK2711* NAVD 88 ORTHO HEIGHT -   420.133 (meters)     1378.39  (feet) ADJUSTED
 DK2711  ______________________________________________________________________
 DK2711  GEOID HEIGHT    -        -27.002 (meters)                     GEOID18
 DK2711  DYNAMIC HEIGHT  -        420.055 (meters)     1378.13  (feet) COMP
 DK2711  MODELED GRAVITY -    980,418.1   (mgal)                       NAVD 88
 DK2711
 DK2711  VERT ORDER      -  SECOND    CLASS I
 DK2711
 DK2711.The horizontal coordinates were determined by differentially corrected
 DK2711.hand held GPS observations or other comparable positioning techniques
 DK2711.and have an estimated accuracy of +/- 3 meters.
 DK2711
 DK2711.The orthometric height was determined by differential leveling and
 DK2711.adjusted by the NATIONAL GEODETIC SURVEY
 DK2711.in June 2008.
 DK2711
 DK2711.No vertical observational check was made to the station.
 DK2711
 DK2711.Significant digits in the geoid height do not necessarily reflect accuracy.
 DK2711.GEOID18 height accuracy estimate available here.
 DK2711
 DK2711.Click photographs - Photos may exist for this station.
 DK2711
 DK2711.The dynamic height is computed by dividing the NAVD 88
 DK2711.geopotential number by the normal gravity value computed on the
 DK2711.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK2711.degrees latitude (g = 980.6199 gals.).
 DK2711
 DK2711.The modeled gravity was interpolated from observed gravity values.
 DK2711
 DK2711;                    North         East    Units  Estimated Accuracy
 DK2711;SPC MN S     -   219,197.1     692,587.0     MT  (+/- 3 meters HH1 GPS) 
 DK2711
 DK2711_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUJ1253181738(NAD 83)
 DK2711
 DK2711                          SUPERSEDED SURVEY CONTROL
 DK2711
 DK2711.No superseded survey control is available for this station.
 DK2711
 DK2711_MARKER: DD = SURVEY DISK
 DK2711_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DK2711_STAMPING: 1701 AD 1 2005
 DK2711_MARK LOGO: MNDT
 DK2711_PROJECTION: FLUSH
 DK2711_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DK2711_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DK2711_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DK2711+SATELLITE: SATELLITE OBSERVATIONS - September 12, 2023
 DK2711_ROD/PIPE-DEPTH: 6.1 meters
 DK2711
 DK2711  HISTORY     - Date     Condition        Report By
 DK2711  HISTORY     - 2005     MONUMENTED       MNDT
 DK2711  HISTORY     - 20210427 GOOD             MNDT
 DK2711  HISTORY     - 20230912 GOOD             MNDT
 DK2711
 DK2711                          STATION DESCRIPTION
 DK2711
 DK2711'DESCRIBED BY MN DEPT OF TRANSP 2005
 DK2711'2.0 MI (3.2 KM) NORTHWEST OF STORDEN, 1.0 MI (1.6 KM) WEST ALONG TRUNK
 DK2711'HIGHWAY 30 FROM THE JUNCTION OF TRUNK HIGHWAY 30 AND COUNTY ROAD 5 IN
 DK2711'STORDEN, TO TRUNK HIGHWAY 30 MILE POINT 62.30, THEN 2.0 MI (3.2 KM)
 DK2711'NORTH OF 370TH AVENUE, 40.5 FT (12.3 M) EAST OF 370TH AVENUE, 37.0 FT
 DK2711'(11.3 M) SOUTH OF GRAVEL ROAD, 0.9 FT (0.3 M) WEST OF A WITNESS POST.
 DK2711
 DK2711                          STATION RECOVERY (2021)
 DK2711
 DK2711'RECOVERY NOTE BY MN DEPT OF TRANSP 2021 (KMS)
 DK2711'RECOVERED IN GOOD CONDITION.
 DK2711
 DK2711                          STATION RECOVERY (2023)
 DK2711
 DK2711'RECOVERY NOTE BY MN DEPT OF TRANSP 2023 (TJD)
 DK2711'2.0 MI (3.2 KM) NORTHWEST OF STORDEN, 1.0 MI (1.6 KM) WEST ALONG TRUNK
 DK2711'HIGHWAY 30 FROM THE JUNCTION OF TRUNK HIGHWAY 30 AND COUNTY ROAD 5 IN
 DK2711'STORDEN, TO TRUNK HIGHWAY 30 MILE POINT 62.3, THEN 2.0 MI (3.2 KM)
 DK2711'NORTH ON 370TH AVENUE, 40.5 FT (12.3 M) EAST OF 370TH AVENUE, 37.0 FT
 DK2711'(11.3 M) SOUTH OF 290TH STREET, 0.9 FT (27 CM) WEST OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DR2691 ***********************************************************************
 DR2691  DESIGNATION -  1701 AD RESET
 DR2691  PID         -  DR2691
 DR2691  STATE/COUNTY-  MN/COTTONWOOD
 DR2691  COUNTRY     -  US
 DR2691  USGS QUAD   -  STORDEN (2019)
 DR2691
 DR2691                         *CURRENT SURVEY CONTROL
 DR2691  ______________________________________________________________________
 DR2691* NAD 83(2011) POSITION- 44 02 08.81768(N) 095 20 27.12349(W)   ADJUSTED
 DR2691* NAD 83(2011) ELLIP HT-   395.298 (meters)        (06/07/19)   ADJUSTED
 DR2691* NAD 83(2011) EPOCH   -  2010.00
 DR2691* NAVD 88 ORTHO HEIGHT -   422.292 (meters)     1385.47  (feet) ADJUSTED
 DR2691  ______________________________________________________________________
 DR2691  GEOID HEIGHT    -        -26.998 (meters)                     GEOID18
 DR2691  NAD 83(2011) X  -   -427,519.855 (meters)                     COMP
 DR2691  NAD 83(2011) Y  - -4,573,057.520 (meters)                     COMP
 DR2691  NAD 83(2011) Z  -  4,411,225.553 (meters)                     COMP
 DR2691  LAPLACE CORR    -         -2.80  (seconds)                    DEFLEC18
 DR2691  DYNAMIC HEIGHT  -        422.211 (meters)     1385.20  (feet) COMP
 DR2691  MODELED GRAVITY -    980,413.7   (mgal)                       NAVD 88
 DR2691
 DR2691  VERT ORDER      -  SECOND    CLASS I
 DR2691
 DR2691  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DR2691  Standards:
 DR2691         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DR2691            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DR2691  -------------------------------------------------------------------
 DR2691  NETWORK    0.74   1.29           0.32   0.28   0.66     -0.03201825
 DR2691  -------------------------------------------------------------------
 DR2691  Click here for local accuracies and other accuracy information.
 DR2691
 DR2691.The horizontal coordinates were established by GPS observations
 DR2691.and adjusted by the MN DEPT OF TRANSP in June 2019.
 DR2691
 DR2691.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DR2691.been affixed to the stable North American tectonic plate. See 
 DR2691.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DR2691
 DR2691.The horizontal coordinates are valid at the epoch date displayed above
 DR2691.which is a decimal equivalence of Year/Month/Day.
 DR2691
 DR2691.The orthometric height was determined by differential leveling and
 DR2691.adjusted by the NATIONAL GEODETIC SURVEY
 DR2691.in April 2020.
 DR2691
 DR2691.Significant digits in the geoid height do not necessarily reflect accuracy.
 DR2691.GEOID18 height accuracy estimate available here.
 DR2691
 DR2691.Click photographs - Photos may exist for this station.
 DR2691
 DR2691.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DR2691
 DR2691.The Laplace correction was computed from DEFLEC18 derived deflections.
 DR2691
 DR2691.The ellipsoidal height was determined by GPS observations
 DR2691.and is referenced to NAD 83.
 DR2691
 DR2691.The dynamic height is computed by dividing the NAVD 88
 DR2691.geopotential number by the normal gravity value computed on the
 DR2691.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DR2691.degrees latitude (g = 980.6199 gals.).
 DR2691
 DR2691.The modeled gravity was interpolated from observed gravity values.
 DR2691
 DR2691. The following values were computed from the NAD 83(2011) position.
 DR2691
 DR2691;                    North         East     Units Scale Factor Converg.
 DR2691;SPC MN S     -   215,969.237   692,528.438   MT  0.99995487   -0 56 23.5
 DR2691;SPC MN S     -   708,559.07  2,272,070.38   sFT  0.99995487   -0 56 23.5
 DR2691;UTM  15      - 4,878,511.278   312,434.013   MT  1.00003271   -1 37 39.5
 DR2691
 DR2691!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DR2691!SPC MN S     -   0.99993802  x   0.99995487  =   0.99989289
 DR2691!UTM  15      -   0.99993802  x   1.00003271  =   0.99997073
 DR2691
 DR2691_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUJ1243478511(NAD 83)
 DR2691
 DR2691                          SUPERSEDED SURVEY CONTROL
 DR2691
 DR2691  NAVD 88 (06/07/19)  422.29   (m)  GEOID12B model used  GPS OBS        
 DR2691
 DR2691.Superseded values are not recommended for survey control.
 DR2691
 DR2691.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DR2691.See file dsdata.pdf to determine how the superseded data were derived.
 DR2691
 DR2691_MARKER: I = METAL ROD
 DR2691_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DR2691_STAMPING: 1701 AD RESET 2019
 DR2691_MARK LOGO: MNDT
 DR2691_PROJECTION: RECESSED 8 CENTIMETERS
 DR2691_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DR2691_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DR2691_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DR2691+SATELLITE: SATELLITE OBSERVATIONS - September 11, 2023
 DR2691_ROD/PIPE-DEPTH: 7.6 meters
 DR2691
 DR2691  HISTORY     - Date     Condition        Report By
 DR2691  HISTORY     - 20190402 MONUMENTED       MNDT
 DR2691  HISTORY     - 20230911 GOOD             MNDT
 DR2691
 DR2691                          STATION DESCRIPTION
 DR2691
 DR2691'DESCRIBED BY MN DEPT OF TRANSP 2019
 DR2691'1.0 MILE WEST OF STORDEN, 1.0 MILE WEST ALONG TRUNK HIGHWAY 30 FROM
 DR2691'THE JUNCTION OF TRUNK HIGHWAY 30 AND COUNTY ROAD 5 IN STORDEN, AT
 DR2691'TRUNK HIGHWAY 30 MILEPOINT 62.3, 57.7 FEET SOUTH OF TRUNK HIGHWAY 30,
 DR2691'56.4 FEET WEST OF 370TH AVENUE, 11.9 FEET WEST OF A POWER POLE, 1.0
 DR2691'FOOT NORTH OF A WITNESS POST.
 DR2691
 DR2691                          STATION RECOVERY (2023)
 DR2691
 DR2691'RECOVERY NOTE BY MN DEPT OF TRANSP 2023 (TJD)
 DR2691'1.0 MI (1.6 KM) WEST OF STORDEN, 1.0 MI (1.6 KM) WEST ALONG TRUNK
 DR2691'HIGHWAY 30 FROM THE JUNCTION OF TRUNK HIGHWAY 30 AND COUNTY ROAD 5 IN
 DR2691'STORDEN, AT TRUNK HIGHWAY 30 MILE POINT 62.3, 57.7 FT (17.6 M) SOUTH
 DR2691'OF TRUNK HIGHWAY 30, 56.4 FT (17.2 M) WEST OF 370TH AVENUE, 11.9 FT
 DR2691'(3.6 M) WEST OF A POWER POLE, 1.0 FT (0.3 M) NORTH OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DL3453 ***********************************************************************
 DL3453  DESIGNATION -  1701 AE
 DL3453  PID         -  DL3453
 DL3453  STATE/COUNTY-  MN/COTTONWOOD
 DL3453  COUNTRY     -  US
 DL3453  USGS QUAD   -  STORDEN (2019)
 DL3453
 DL3453                         *CURRENT SURVEY CONTROL
 DL3453  ______________________________________________________________________
 DL3453* NAD 83(2011) POSITION- 44 02 10.05529(N) 095 21 37.47300(W)   ADJUSTED
 DL3453* NAD 83(2011) ELLIP HT-   397.365 (meters)        (06/07/19)   ADJUSTED
 DL3453* NAD 83(2011) EPOCH   -  2010.00
 DL3453* NAVD 88 ORTHO HEIGHT -   424.324 (meters)     1392.14  (feet) ADJUSTED
 DL3453  ______________________________________________________________________
 DL3453  GEOID HEIGHT    -        -26.976 (meters)                     GEOID18
 DL3453  NAD 83(2011) X  -   -429,077.194 (meters)                     COMP
 DL3453  NAD 83(2011) Y  - -4,572,886.484 (meters)                     COMP
 DL3453  NAD 83(2011) Z  -  4,411,254.452 (meters)                     COMP
 DL3453  LAPLACE CORR    -         -2.64  (seconds)                    DEFLEC18
 DL3453  DYNAMIC HEIGHT  -        424.243 (meters)     1391.87  (feet) COMP
 DL3453  MODELED GRAVITY -    980,412.5   (mgal)                       NAVD 88
 DL3453
 DL3453  VERT ORDER      -  SECOND    CLASS I
 DL3453
 DL3453  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DL3453  Standards:
 DL3453         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DL3453            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DL3453  -------------------------------------------------------------------
 DL3453  NETWORK    0.71   1.22           0.32   0.25   0.62     -0.05174502
 DL3453  -------------------------------------------------------------------
 DL3453  Click here for local accuracies and other accuracy information.
 DL3453
 DL3453.The horizontal coordinates were established by GPS observations
 DL3453.and adjusted by the MN DEPT OF TRANSP in June 2019.
 DL3453
 DL3453.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DL3453.been affixed to the stable North American tectonic plate. See 
 DL3453.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DL3453
 DL3453.The horizontal coordinates are valid at the epoch date displayed above
 DL3453.which is a decimal equivalence of Year/Month/Day.
 DL3453
 DL3453.The orthometric height was determined by differential leveling and
 DL3453.adjusted by the NATIONAL GEODETIC SURVEY
 DL3453.in April 2020.
 DL3453
 DL3453.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL3453.GEOID18 height accuracy estimate available here.
 DL3453
 DL3453.Click photographs - Photos may exist for this station.
 DL3453
 DL3453.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DL3453
 DL3453.The Laplace correction was computed from DEFLEC18 derived deflections.
 DL3453
 DL3453.The ellipsoidal height was determined by GPS observations
 DL3453.and is referenced to NAD 83.
 DL3453
 DL3453.The dynamic height is computed by dividing the NAVD 88
 DL3453.geopotential number by the normal gravity value computed on the
 DL3453.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL3453.degrees latitude (g = 980.6199 gals.).
 DL3453
 DL3453.The modeled gravity was interpolated from observed gravity values.
 DL3453
 DL3453. The following values were computed from the NAD 83(2011) position.
 DL3453
 DL3453;                    North         East     Units Scale Factor Converg.
 DL3453;SPC MN S     -   216,033.308   690,962.949   MT  0.99995482   -0 57 12.8
 DL3453;SPC MN S     -   708,769.28  2,266,934.28   sFT  0.99995482   -0 57 12.8
 DL3453;UTM  15      - 4,878,594.142   310,869.278   MT  1.00003996   -1 38 28.4
 DL3453
 DL3453!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DL3453!SPC MN S     -   0.99993770  x   0.99995482  =   0.99989252
 DL3453!UTM  15      -   0.99993770  x   1.00003996  =   0.99997765
 DL3453
 DL3453_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUJ1086978594(NAD 83)
 DL3453
 DL3453                          SUPERSEDED SURVEY CONTROL
 DL3453
 DL3453  NAVD 88 (05/05/10)  424.309  (m)         1392.09   (f) SUPERSEDED  2 2
 DL3453
 DL3453.Superseded values are not recommended for survey control.
 DL3453
 DL3453.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL3453.See file dsdata.pdf to determine how the superseded data were derived.
 DL3453
 DL3453_MARKER: DD = SURVEY DISK
 DL3453_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DL3453_STAMPING: 1701 AE 2006
 DL3453_MARK LOGO: MNDT
 DL3453_PROJECTION: FLUSH
 DL3453_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DL3453_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL3453_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL3453+SATELLITE: SATELLITE OBSERVATIONS - September 11, 2023
 DL3453_ROD/PIPE-DEPTH: 6.1 meters
 DL3453
 DL3453  HISTORY     - Date     Condition        Report By
 DL3453  HISTORY     - 20060620 MONUMENTED       MNDT
 DL3453  HISTORY     - 20190402 GOOD             MNDT
 DL3453  HISTORY     - 20190507 GOOD             MNDT
 DL3453  HISTORY     - 20230911 GOOD             MNDT
 DL3453
 DL3453                          STATION DESCRIPTION
 DL3453
 DL3453'DESCRIBED BY MN DEPT OF TRANSP 2006
 DL3453'THE MARK IS LOCATED ABOUT 9.5 MI (15.3 KM) EAST OF DOVRAY, 8.3 MI
 DL3453'(13.4 KM) WEST OF JEFFERS AND 3.8 MI (6.1 KM) EAST OF WESTBROOK.
 DL3453'
 DL3453'THE MARK IS 2.0 MI (3.2 KM) WEST OF STORDEN, 2.0 MI (3.2 KM) WEST
 DL3453'ALONG TRUNK HIGHWAY 30 FROM THE JUNCTION OF TRUNK HIGHWAY 30 AND
 DL3453'COUNTY ROAD 5 IN STORDEN, AT TRUNK HIGHWAY 30 MILE POINT 61.30, 97.8
 DL3453'FT (29.8 M) EAST OF 360TH AVENUE, 53.0 FT (16.2 M) NORTH OF TRUNK
 DL3453'HIGHWAY 30, 1.0 FT (0.3 M) SOUTH OF A WITNESS POST.
 DL3453
 DL3453                          STATION RECOVERY (2019)
 DL3453
 DL3453'RECOVERY NOTE BY MN DEPT OF TRANSP 2019 (KMS)
 DL3453'RECOVERED AS DESCRIBED.
 DL3453
 DL3453                          STATION RECOVERY (2019)
 DL3453
 DL3453'RECOVERY NOTE BY MN DEPT OF TRANSP 2019 (TXD)
 DL3453'RECOVERED AS DESCRIBED.
 DL3453
 DL3453                          STATION RECOVERY (2023)
 DL3453
 DL3453'RECOVERY NOTE BY MN DEPT OF TRANSP 2023 (TJD)
 DL3453'2.0 MI (3.2 KM) WEST OF STORDEN, 2.0 MI (3.2 KM) WEST ALONG TRUNK
 DL3453'HIGHWAY 30 FROM THE JUNCTION OF TRUNK HIGHWAY 30 AND COUNTY ROAD 5 IN
 DL3453'STORDEN, AT TRUNK HIGHWAY 30 MILE POINT 61.3, 97.8 FT (29.8 M) EAST OF
 DL3453'360TH AVENUE, 53.0 FT (16.2 M) NORTH OF TRUNK HIGHWAY 30, 1.0 FT (0.3
 DL3453'M) SOUTH OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DL3454 ***********************************************************************
 DL3454  DESIGNATION -  1701 AF
 DL3454  PID         -  DL3454
 DL3454  STATE/COUNTY-  MN/COTTONWOOD
 DL3454  COUNTRY     -  US
 DL3454  USGS QUAD   -  WESTBROOK (2019)
 DL3454
 DL3454                         *CURRENT SURVEY CONTROL
 DL3454  ______________________________________________________________________
 DL3454* NAD 83(2011) POSITION- 44 02 11.04030(N) 095 22 50.83518(W)   ADJUSTED
 DL3454* NAD 83(2011) ELLIP HT-   399.693 (meters)        (06/07/19)   ADJUSTED
 DL3454* NAD 83(2011) EPOCH   -  2010.00
 DL3454* NAVD 88 ORTHO HEIGHT -   426.648 (meters)     1399.76  (feet) ADJUSTED
 DL3454  ______________________________________________________________________
 DL3454  GEOID HEIGHT    -        -26.955 (meters)                     GEOID18
 DL3454  NAD 83(2011) X  -   -430,701.780 (meters)                     COMP
 DL3454  NAD 83(2011) Y  - -4,572,714.210 (meters)                     COMP
 DL3454  NAD 83(2011) Z  -  4,411,277.928 (meters)                     COMP
 DL3454  LAPLACE CORR    -         -2.64  (seconds)                    DEFLEC18
 DL3454  DYNAMIC HEIGHT  -        426.565 (meters)     1399.49  (feet) COMP
 DL3454  MODELED GRAVITY -    980,411.1   (mgal)                       NAVD 88
 DL3454
 DL3454  VERT ORDER      -  SECOND    CLASS I
 DL3454
 DL3454  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DL3454  Standards:
 DL3454         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DL3454            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DL3454  -------------------------------------------------------------------
 DL3454  NETWORK    0.55   1.00           0.25   0.19   0.51     -0.05307836
 DL3454  -------------------------------------------------------------------
 DL3454  Click here for local accuracies and other accuracy information.
 DL3454
 DL3454.The horizontal coordinates were established by GPS observations
 DL3454.and adjusted by the MN DEPT OF TRANSP in June 2019.
 DL3454
 DL3454.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DL3454.been affixed to the stable North American tectonic plate. See 
 DL3454.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DL3454
 DL3454.The horizontal coordinates are valid at the epoch date displayed above
 DL3454.which is a decimal equivalence of Year/Month/Day.
 DL3454
 DL3454.The orthometric height was determined by differential leveling and
 DL3454.adjusted by the NATIONAL GEODETIC SURVEY
 DL3454.in April 2020.
 DL3454
 DL3454.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL3454.GEOID18 height accuracy estimate available here.
 DL3454
 DL3454.Click photographs - Photos may exist for this station.
 DL3454
 DL3454.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DL3454
 DL3454.The Laplace correction was computed from DEFLEC18 derived deflections.
 DL3454
 DL3454.The ellipsoidal height was determined by GPS observations
 DL3454.and is referenced to NAD 83.
 DL3454
 DL3454.The dynamic height is computed by dividing the NAVD 88
 DL3454.geopotential number by the normal gravity value computed on the
 DL3454.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL3454.degrees latitude (g = 980.6199 gals.).
 DL3454
 DL3454.The modeled gravity was interpolated from observed gravity values.
 DL3454
 DL3454. The following values were computed from the NAD 83(2011) position.
 DL3454
 DL3454;                    North         East     Units Scale Factor Converg.
 DL3454;SPC MN S     -   216,091.091   689,330.285   MT  0.99995478   -0 58 04.2
 DL3454;SPC MN S     -   708,958.85  2,261,577.78   sFT  0.99995478   -0 58 04.2
 DL3454;UTM  15      - 4,878,671.521   309,237.281   MT  1.00004759   -1 39 19.5
 DL3454
 DL3454!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DL3454!SPC MN S     -   0.99993733  x   0.99995478  =   0.99989211
 DL3454!UTM  15      -   0.99993733  x   1.00004759  =   0.99998492
 DL3454
 DL3454_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUJ0923778671(NAD 83)
 DL3454
 DL3454                          SUPERSEDED SURVEY CONTROL
 DL3454
 DL3454  NAVD 88 (05/05/10)  426.633  (m)         1399.71   (f) SUPERSEDED  2 2
 DL3454
 DL3454.Superseded values are not recommended for survey control.
 DL3454
 DL3454.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL3454.See file dsdata.pdf to determine how the superseded data were derived.
 DL3454
 DL3454_MARKER: DD = SURVEY DISK
 DL3454_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DL3454_STAMPING: 1701 AF 2006
 DL3454_MARK LOGO: MNDT
 DL3454_PROJECTION: FLUSH
 DL3454_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DL3454_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL3454_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL3454+SATELLITE: SATELLITE OBSERVATIONS - September 11, 2023
 DL3454_ROD/PIPE-DEPTH: 6.1 meters
 DL3454
 DL3454  HISTORY     - Date     Condition        Report By
 DL3454  HISTORY     - 20060620 MONUMENTED       MNDT
 DL3454  HISTORY     - 20190402 GOOD             MNDT
 DL3454  HISTORY     - 20190507 GOOD             MNDT
 DL3454  HISTORY     - 20230911 GOOD             MNDT
 DL3454
 DL3454                          STATION DESCRIPTION
 DL3454
 DL3454'DESCRIBED BY MN DEPT OF TRANSP 2006
 DL3454'THE MARK IS LOCATED ABOUT 9.3 MI (15.0 KM) WEST OF JEFFERS, 8.5 MI
 DL3454'(13.7 KM) EAST OF DOVRAY AND 2.8 MI (4.5 KM) EAST OF WESTBROOK.
 DL3454'
 DL3454'THE MARK IS 3.0 MI (4.8 KM) WEST OF STORDEN, 3.0 MI (4.8 KM) WEST
 DL3454'ALONG STORDEN FROM THE JUNCTION OF TRUNK HIGHWAY 30 AND COUNTY ROAD 5
 DL3454'IN STORDEN, AT TRUNK HIGHWAY 30 MILE POINT 60.30, 89.2 FT (27.2 M)
 DL3454'NORTH OF TRUNK HIGHWAY 30, 26.7 FT (8.1 M) EAST OF COUNTY ROAD 5, 2.0
 DL3454'FT (0.6 M) SOUTH OF A WITNESS POST.
 DL3454
 DL3454                          STATION RECOVERY (2019)
 DL3454
 DL3454'RECOVERY NOTE BY MN DEPT OF TRANSP 2019 (KMS)
 DL3454'RECOVERED AS DESCRIBED.
 DL3454
 DL3454                          STATION RECOVERY (2019)
 DL3454
 DL3454'RECOVERY NOTE BY MN DEPT OF TRANSP 2019 (TXD)
 DL3454'RECOVERED AS DESCRIBED.
 DL3454
 DL3454                          STATION RECOVERY (2023)
 DL3454
 DL3454'RECOVERY NOTE BY MN DEPT OF TRANSP 2023 (TJD)
 DL3454'3.0 MI (4.8 KM) WEST OF STORDEN, 3.0 MI (4.8 KM) WEST ALONG TRUNK
 DL3454'HIGHWAY 30 FROM THE JUNCTION OF TRUNK HIGHWAY 30 AND COUNTY ROAD 5 IN
 DL3454'STORDEN, AT TRUNK HIGHWAY 30 MILE POINT 60.3, 89.2 FT (27.2 M) NORTH
 DL3454'OF TRUNK HIGHWAY 30, 26.7 FT (8.1 M) EAST OF COUNTY ROAD 6 (350TH
 DL3454'AVENUE), 2.0 FT (0.6 M) SOUTH OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DR2692 ***********************************************************************
 DR2692  DESIGNATION -  1701 AG RESET
 DR2692  PID         -  DR2692
 DR2692  STATE/COUNTY-  MN/COTTONWOOD
 DR2692  COUNTRY     -  US
 DR2692  USGS QUAD   -  WESTBROOK (2019)
 DR2692
 DR2692                         *CURRENT SURVEY CONTROL
 DR2692  ______________________________________________________________________
 DR2692* NAD 83(2011) POSITION- 44 02 11.42481(N) 095 24 03.17604(W)   ADJUSTED
 DR2692* NAD 83(2011) ELLIP HT-   405.349 (meters)        (06/07/19)   ADJUSTED
 DR2692* NAD 83(2011) EPOCH   -  2010.00
 DR2692* NAVD 88 ORTHO HEIGHT -   432.271 (meters)     1418.21  (feet) ADJUSTED
 DR2692  ______________________________________________________________________
 DR2692  GEOID HEIGHT    -        -26.935 (meters)                     GEOID18
 DR2692  NAD 83(2011) X  -   -432,305.095 (meters)                     COMP
 DR2692  NAD 83(2011) Y  - -4,572,558.709 (meters)                     COMP
 DR2692  NAD 83(2011) Z  -  4,411,290.392 (meters)                     COMP
 DR2692  LAPLACE CORR    -         -2.47  (seconds)                    DEFLEC18
 DR2692  DYNAMIC HEIGHT  -        432.187 (meters)     1417.93  (feet) COMP
 DR2692  MODELED GRAVITY -    980,409.4   (mgal)                       NAVD 88
 DR2692
 DR2692  VERT ORDER      -  SECOND    CLASS I
 DR2692
 DR2692  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DR2692  Standards:
 DR2692         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DR2692            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DR2692  -------------------------------------------------------------------
 DR2692  NETWORK    0.70   1.27           0.32   0.24   0.65     -0.05644882
 DR2692  -------------------------------------------------------------------
 DR2692  Click here for local accuracies and other accuracy information.
 DR2692
 DR2692.The horizontal coordinates were established by GPS observations
 DR2692.and adjusted by the MN DEPT OF TRANSP in June 2019.
 DR2692
 DR2692.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DR2692.been affixed to the stable North American tectonic plate. See 
 DR2692.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DR2692
 DR2692.The horizontal coordinates are valid at the epoch date displayed above
 DR2692.which is a decimal equivalence of Year/Month/Day.
 DR2692
 DR2692.The orthometric height was determined by differential leveling and
 DR2692.adjusted by the NATIONAL GEODETIC SURVEY
 DR2692.in April 2020.
 DR2692
 DR2692.Significant digits in the geoid height do not necessarily reflect accuracy.
 DR2692.GEOID18 height accuracy estimate available here.
 DR2692
 DR2692.Click photographs - Photos may exist for this station.
 DR2692
 DR2692.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DR2692
 DR2692.The Laplace correction was computed from DEFLEC18 derived deflections.
 DR2692
 DR2692.The ellipsoidal height was determined by GPS observations
 DR2692.and is referenced to NAD 83.
 DR2692
 DR2692.The dynamic height is computed by dividing the NAVD 88
 DR2692.geopotential number by the normal gravity value computed on the
 DR2692.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DR2692.degrees latitude (g = 980.6199 gals.).
 DR2692
 DR2692.The modeled gravity was interpolated from observed gravity values.
 DR2692
 DR2692. The following values were computed from the NAD 83(2011) position.
 DR2692
 DR2692;                    North         East     Units Scale Factor Converg.
 DR2692;SPC MN S     -   216,130.360   687,720.062   MT  0.99995477   -0 58 54.9
 DR2692;SPC MN S     -   709,087.69  2,256,294.90   sFT  0.99995477   -0 58 54.9
 DR2692;UTM  15      - 4,878,730.115   307,627.489   MT  1.00005517   -1 40 09.9
 DR2692
 DR2692!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DR2692!SPC MN S     -   0.99993644  x   0.99995477  =   0.99989122
 DR2692!UTM  15      -   0.99993644  x   1.00005517  =   0.99999161
 DR2692
 DR2692_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUJ0762778730(NAD 83)
 DR2692
 DR2692                          SUPERSEDED SURVEY CONTROL
 DR2692
 DR2692  NAVD 88 (06/07/19)  432.28   (m)  GEOID12B model used  GPS OBS        
 DR2692
 DR2692.Superseded values are not recommended for survey control.
 DR2692
 DR2692.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DR2692.See file dsdata.pdf to determine how the superseded data were derived.
 DR2692
 DR2692_MARKER: I = METAL ROD
 DR2692_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DR2692_STAMPING: 1701 AG RESET 2019
 DR2692_MARK LOGO: MNDT
 DR2692_PROJECTION: RECESSED 8 CENTIMETERS
 DR2692_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DR2692_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DR2692_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DR2692+SATELLITE: SATELLITE OBSERVATIONS - September 11, 2023
 DR2692_ROD/PIPE-DEPTH: 6.1 meters
 DR2692
 DR2692  HISTORY     - Date     Condition        Report By
 DR2692  HISTORY     - 20190402 MONUMENTED       MNDT
 DR2692  HISTORY     - 20190423 GOOD             MNDT
 DR2692  HISTORY     - 20230911 GOOD             MNDT
 DR2692
 DR2692                          STATION DESCRIPTION
 DR2692
 DR2692'DESCRIBED BY MN DEPT OF TRANSP 2019
 DR2692'2.0 MILES EAST OF WESTBROOK, 2.0 MILES EAST ALONG TRUNK HIGHWAY 30
 DR2692'FROM THE JUNCTION OF TRUNK HIGHWAY 30 AND COUNTY ROAD 7 AT WESTBROOK,
 DR2692'AT TRUNK HIGHWAY 30 MILEPOINT 59.3, 104.6 FEET NORTH OF 340TH STREET,
 DR2692'2.0 FEET NORTH OF A WITNESS POST.
 DR2692
 DR2692                          STATION RECOVERY (2019)
 DR2692
 DR2692'RECOVERY NOTE BY MN DEPT OF TRANSP 2019 (KMS)
 DR2692'RECOVERED AS DESCRIBED.
 DR2692'
 DR2692'NOTE-THE STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM ROD
 DR2692'DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION REMOVABLE DISK
 DR2692'SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH PVC
 DR2692'PIPE BACK FILLED WITH WASHED SAND.
 DR2692
 DR2692                          STATION RECOVERY (2023)
 DR2692
 DR2692'RECOVERY NOTE BY MN DEPT OF TRANSP 2023 (TJD)
 DR2692'2.0 MI (3.2 KM) EAST OF WESTBROOK, 2.0 MI (3.2 KM) EAST ALONG TRUNK
 DR2692'HIGHWAY 30 FROM THE JUNCTION OF TRUNK HIGHWAY 30 AND COUNTY ROAD 7 AT
 DR2692'WESTBROOK, AT TRUNK HIGHWAY 30 MILE POINT 59.3, 104.6 FT (31.9 M)
 DR2692'NORTH OF 340TH STREET, 2.0 FT (0.6 M) NORTH OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DR2693 ***********************************************************************
 DR2693  DESIGNATION -  1701 AH RESET
 DR2693  PID         -  DR2693
 DR2693  STATE/COUNTY-  MN/COTTONWOOD
 DR2693  COUNTRY     -  US
 DR2693  USGS QUAD   -  WESTBROOK (2019)
 DR2693
 DR2693                         *CURRENT SURVEY CONTROL
 DR2693  ______________________________________________________________________
 DR2693* NAD 83(2011) POSITION- 44 02 09.83470(N) 095 25 17.47794(W)   ADJUSTED
 DR2693* NAD 83(2011) ELLIP HT-   404.020 (meters)        (06/07/19)   ADJUSTED
 DR2693* NAD 83(2011) EPOCH   -  2010.00
 DR2693* NAVD 88 ORTHO HEIGHT -   430.932 (meters)     1413.82  (feet) ADJUSTED
 DR2693  ______________________________________________________________________
 DR2693  GEOID HEIGHT    -        -26.915 (meters)                     GEOID18
 DR2693  NAD 83(2011) X  -   -433,955.353 (meters)                     COMP
 DR2693  NAD 83(2011) Y  - -4,572,435.698 (meters)                     COMP
 DR2693  NAD 83(2011) Z  -  4,411,254.183 (meters)                     COMP
 DR2693  LAPLACE CORR    -         -2.42  (seconds)                    DEFLEC18
 DR2693  DYNAMIC HEIGHT  -        430.847 (meters)     1413.54  (feet) COMP
 DR2693  MODELED GRAVITY -    980,407.5   (mgal)                       NAVD 88
 DR2693
 DR2693  VERT ORDER      -  SECOND    CLASS I
 DR2693
 DR2693  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DR2693  Standards:
 DR2693         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DR2693            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DR2693  -------------------------------------------------------------------
 DR2693  NETWORK    0.70   1.29           0.32   0.24   0.66     -0.05740577
 DR2693  -------------------------------------------------------------------
 DR2693  Click here for local accuracies and other accuracy information.
 DR2693
 DR2693.The horizontal coordinates were established by GPS observations
 DR2693.and adjusted by the MN DEPT OF TRANSP in June 2019.
 DR2693
 DR2693.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DR2693.been affixed to the stable North American tectonic plate. See 
 DR2693.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DR2693
 DR2693.The horizontal coordinates are valid at the epoch date displayed above
 DR2693.which is a decimal equivalence of Year/Month/Day.
 DR2693
 DR2693.The orthometric height was determined by differential leveling and
 DR2693.adjusted by the NATIONAL GEODETIC SURVEY
 DR2693.in April 2020.
 DR2693
 DR2693.Significant digits in the geoid height do not necessarily reflect accuracy.
 DR2693.GEOID18 height accuracy estimate available here.
 DR2693
 DR2693.Click photographs - Photos may exist for this station.
 DR2693
 DR2693.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DR2693
 DR2693.The Laplace correction was computed from DEFLEC18 derived deflections.
 DR2693
 DR2693.The ellipsoidal height was determined by GPS observations
 DR2693.and is referenced to NAD 83.
 DR2693
 DR2693.The dynamic height is computed by dividing the NAVD 88
 DR2693.geopotential number by the normal gravity value computed on the
 DR2693.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DR2693.degrees latitude (g = 980.6199 gals.).
 DR2693
 DR2693.The modeled gravity was interpolated from observed gravity values.
 DR2693
 DR2693. The following values were computed from the NAD 83(2011) position.
 DR2693
 DR2693;                    North         East     Units Scale Factor Converg.
 DR2693;SPC MN S     -   216,109.850   686,065.137   MT  0.99995483   -0 59 47.0
 DR2693;SPC MN S     -   709,020.40  2,250,865.37   sFT  0.99995483   -0 59 47.0
 DR2693;UTM  15      - 4,878,729.462   305,972.264   MT  1.00006304   -1 41 01.5
 DR2693
 DR2693!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DR2693!SPC MN S     -   0.99993665  x   0.99995483  =   0.99989148
 DR2693!UTM  15      -   0.99993665  x   1.00006304  =   0.99999969
 DR2693
 DR2693_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUJ0597278729(NAD 83)
 DR2693
 DR2693                          SUPERSEDED SURVEY CONTROL
 DR2693
 DR2693  NAVD 88 (06/07/19)  430.93   (m)  GEOID12B model used  GPS OBS        
 DR2693
 DR2693.Superseded values are not recommended for survey control.
 DR2693
 DR2693.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DR2693.See file dsdata.pdf to determine how the superseded data were derived.
 DR2693
 DR2693_MARKER: I = METAL ROD
 DR2693_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DR2693_STAMPING: 1701 AH 2019
 DR2693_MARK LOGO: MNDT
 DR2693_PROJECTION: RECESSED 8 CENTIMETERS
 DR2693_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DR2693_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DR2693_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DR2693+SATELLITE: SATELLITE OBSERVATIONS - September 11, 2023
 DR2693_ROD/PIPE-DEPTH: 6.1 meters
 DR2693
 DR2693  HISTORY     - Date     Condition        Report By
 DR2693  HISTORY     - 20190402 MONUMENTED       MNDT
 DR2693  HISTORY     - 20230911 GOOD             MNDT
 DR2693
 DR2693                          STATION DESCRIPTION
 DR2693
 DR2693'DESCRIBED BY MN DEPT OF TRANSP 2019
 DR2693'1.0 MILE EAST OF WESTBROOK, 1.0 MILE EAST ALONG TRUNK HIGHWAY 30 FROM
 DR2693'THE JUNCTION OF TRUNK HIGHWAY 30 AND COUNTY ROAD 7 AT WESTBROOK, AT
 DR2693'TRUNK HIGHWAY 30 MILEPOINT 58.3, 98.0 FEET WEST OF 330TH AVENUE, 65.2
 DR2693'FEET SOUTH OF TRUNK HIGHWAY 30, 8.0 FEET EAST OF A WELL (RED ROCLI
 DR2693'RURAL WATER), 1.0 FOOT EAST OF A WITNESS POST.
 DR2693
 DR2693                          STATION RECOVERY (2023)
 DR2693
 DR2693'RECOVERY NOTE BY MN DEPT OF TRANSP 2023 (TJD)
 DR2693'1.0 MI (1.6 KM) EAST OF WESTBROOK, 1.0 MI (1.6 KM) EAST ALONG TRUNK
 DR2693'HIGHWAY 30 FROM THE JUNCTION OF TRUNK HIGHWAY 30 AND COUNTY ROAD 7 AT
 DR2693'WESTBROOK, AT TRUNK HIGHWAY 30 MILE POINT 58.3, 98.0 FT (29.9 M) WEST
 DR2693'OF 330TH AVENUE, 65.2 FT (19.9 M) SOUTH OF TRUNK HIGHWAY 30, 8.0 FT
 DR2693'(2.4 M) EAST OF A WELL (RED ROCK RURAL WATER), 1.0 FT (0.3 M) EAST OF
 DR2693'A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DR2694 ***********************************************************************
 DR2694  DESIGNATION -  1701 AJ RESET
 DR2694  PID         -  DR2694
 DR2694  STATE/COUNTY-  MN/COTTONWOOD
 DR2694  COUNTRY     -  US
 DR2694  USGS QUAD   -  WESTBROOK (2019)
 DR2694
 DR2694                         *CURRENT SURVEY CONTROL
 DR2694  ______________________________________________________________________
 DR2694* NAD 83(2011) POSITION- 44 02 11.13950(N) 095 26 08.31555(W)   ADJUSTED
 DR2694* NAD 83(2011) ELLIP HT-   402.794 (meters)        (06/07/19)   ADJUSTED
 DR2694* NAD 83(2011) EPOCH   -  2010.00
 DR2694* NAVD 88 ORTHO HEIGHT -   429.684 (meters)     1409.72  (feet) ADJUSTED
 DR2694  ______________________________________________________________________
 DR2694  GEOID HEIGHT    -        -26.902 (meters)                     GEOID18
 DR2694  NAD 83(2011) X  -   -435,079.562 (meters)                     COMP
 DR2694  NAD 83(2011) Y  - -4,572,299.856 (meters)                     COMP
 DR2694  NAD 83(2011) Z  -  4,411,282.285 (meters)                     COMP
 DR2694  LAPLACE CORR    -         -2.35  (seconds)                    DEFLEC18
 DR2694  DYNAMIC HEIGHT  -        429.598 (meters)     1409.44  (feet) COMP
 DR2694  MODELED GRAVITY -    980,406.2   (mgal)                       NAVD 88
 DR2694
 DR2694  VERT ORDER      -  SECOND    CLASS I
 DR2694
 DR2694  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DR2694  Standards:
 DR2694         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DR2694            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DR2694  -------------------------------------------------------------------
 DR2694  NETWORK    0.75   1.35           0.33   0.28   0.69     -0.00925996
 DR2694  -------------------------------------------------------------------
 DR2694  Click here for local accuracies and other accuracy information.
 DR2694
 DR2694.The horizontal coordinates were established by GPS observations
 DR2694.and adjusted by the MN DEPT OF TRANSP in June 2019.
 DR2694
 DR2694.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DR2694.been affixed to the stable North American tectonic plate. See 
 DR2694.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DR2694
 DR2694.The horizontal coordinates are valid at the epoch date displayed above
 DR2694.which is a decimal equivalence of Year/Month/Day.
 DR2694
 DR2694.The orthometric height was determined by differential leveling and
 DR2694.adjusted by the NATIONAL GEODETIC SURVEY
 DR2694.in April 2020.
 DR2694
 DR2694.Significant digits in the geoid height do not necessarily reflect accuracy.
 DR2694.GEOID18 height accuracy estimate available here.
 DR2694
 DR2694.Click photographs - Photos may exist for this station.
 DR2694
 DR2694.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DR2694
 DR2694.The Laplace correction was computed from DEFLEC18 derived deflections.
 DR2694
 DR2694.The ellipsoidal height was determined by GPS observations
 DR2694.and is referenced to NAD 83.
 DR2694
 DR2694.The dynamic height is computed by dividing the NAVD 88
 DR2694.geopotential number by the normal gravity value computed on the
 DR2694.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DR2694.degrees latitude (g = 980.6199 gals.).
 DR2694
 DR2694.The modeled gravity was interpolated from observed gravity values.
 DR2694
 DR2694. The following values were computed from the NAD 83(2011) position.
 DR2694
 DR2694;                    North         East     Units Scale Factor Converg.
 DR2694;SPC MN S     -   216,169.895   684,934.118   MT  0.99995478   -1 00 22.6
 DR2694;SPC MN S     -   709,217.40  2,247,154.69   sFT  0.99995478   -1 00 22.6
 DR2694;UTM  15      - 4,878,803.078   304,841.921   MT  1.00006845   -1 41 36.9
 DR2694
 DR2694!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DR2694!SPC MN S     -   0.99993684  x   0.99995478  =   0.99989163
 DR2694!UTM  15      -   0.99993684  x   1.00006845  =   1.00000529
 DR2694
 DR2694_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUJ0484178803(NAD 83)
 DR2694
 DR2694                          SUPERSEDED SURVEY CONTROL
 DR2694
 DR2694  NAVD 88 (06/07/19)  429.69   (m)  GEOID12B model used  GPS OBS        
 DR2694
 DR2694.Superseded values are not recommended for survey control.
 DR2694
 DR2694.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DR2694.See file dsdata.pdf to determine how the superseded data were derived.
 DR2694
 DR2694_MARKER: I = METAL ROD
 DR2694_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DR2694_STAMPING: 1701 AJ RESET 2019
 DR2694_MARK LOGO: MNDT
 DR2694_PROJECTION: RECESSED 10 CENTIMETERS
 DR2694_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DR2694_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DR2694_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DR2694+SATELLITE: SATELLITE OBSERVATIONS - September 11, 2023
 DR2694_ROD/PIPE-DEPTH: 7.6 meters
 DR2694
 DR2694  HISTORY     - Date     Condition        Report By
 DR2694  HISTORY     - 20190402 MONUMENTED       MNDT
 DR2694  HISTORY     - 20230911 GOOD             MNDT
 DR2694
 DR2694                          STATION DESCRIPTION
 DR2694
 DR2694'DESCRIBED BY MN DEPT OF TRANSP 2019
 DR2694'IN WESTBROOK, AT THE JUNCTION OF TRUNK HIGHWAY 30 AND COUNTY ROAD 33
 DR2694'IN WESTBROOK, AT TRUNK HIGHWAY 30 MILEPOINT 57.55, 88.7 FEET EAST OF
 DR2694'COUNTY ROAD 33, 53.4 FEET NORTH OF TRUNK HIGHWAY 30, 1.0 FOOT SOUTH OF
 DR2694'A WITNESS POST.
 DR2694
 DR2694                          STATION RECOVERY (2023)
 DR2694
 DR2694'RECOVERY NOTE BY MN DEPT OF TRANSP 2023 (TJD)
 DR2694'IN WESTBROOK, AT THE JUNCTION OF TRUNK HIGHWAY 30 AND COUNTY ROAD 33
 DR2694'IN WESTBROOK, AT TRUNK HIGHWAY 30 MILE POINT 57.55, 88.7 FT (27.0 M)
 DR2694'EAST OF COUNTY ROAD 33, 53.4 FT (16.3 M) NORTH OF TRUNK HIGHWAY 30,
 DR2694'1.0 FT (0.3 M) SOUTH OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DR3073 ***********************************************************************
 DR3073  DESIGNATION -  1701 B
 DR3073  PID         -  DR3073
 DR3073  STATE/COUNTY-  MN/COTTONWOOD
 DR3073  COUNTRY     -  US
 DR3073  USGS QUAD   -  WESTBROOK (2019)
 DR3073
 DR3073                         *CURRENT SURVEY CONTROL
 DR3073  ______________________________________________________________________
 DR3073* NAD 83(1986) POSITION- 44 02 11.95   (N) 095 24 04.14   (W)   HD_HELD1
 DR3073* NAVD 88 ORTHO HEIGHT -   432.158 (meters)     1417.84  (feet) ADJUSTED
 DR3073  ______________________________________________________________________
 DR3073  GEOID HEIGHT    -        -26.935 (meters)                     GEOID18
 DR3073  DYNAMIC HEIGHT  -        432.074 (meters)     1417.56  (feet) COMP
 DR3073  MODELED GRAVITY -    980,409.4   (mgal)                       NAVD 88
 DR3073
 DR3073  VERT ORDER      -  SECOND    CLASS I
 DR3073
 DR3073.The horizontal coordinates were determined by differentially corrected
 DR3073.hand held GPS observations or other comparable positioning techniques
 DR3073.and have an estimated accuracy of +/- 3 meters.
 DR3073
 DR3073.The orthometric height was determined by differential leveling and
 DR3073.adjusted by the NATIONAL GEODETIC SURVEY
 DR3073.in April 2020.
 DR3073
 DR3073.Significant digits in the geoid height do not necessarily reflect accuracy.
 DR3073.GEOID18 height accuracy estimate available here.
 DR3073
 DR3073.Click photographs - Photos may exist for this station.
 DR3073
 DR3073.The dynamic height is computed by dividing the NAVD 88
 DR3073.geopotential number by the normal gravity value computed on the
 DR3073.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DR3073.degrees latitude (g = 980.6199 gals.).
 DR3073
 DR3073.The modeled gravity was interpolated from observed gravity values.
 DR3073
 DR3073;                    North         East    Units  Estimated Accuracy
 DR3073;SPC MN S     -   216,146.9     687,698.9     MT  (+/- 3 meters HH1 GPS) 
 DR3073
 DR3073_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUJ0760678746(NAD 83)
 DR3073
 DR3073                          SUPERSEDED SURVEY CONTROL
 DR3073
 DR3073.No superseded survey control is available for this station.
 DR3073
 DR3073_MARKER: DB = BENCH MARK DISK
 DR3073_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 DR3073_STAMPING: 1701 B
 DR3073_MARK LOGO: MNHD
 DR3073_PROJECTION: RECESSED 46 CENTIMETERS
 DR3073_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DR3073_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DR3073_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DR3073+SATELLITE: SATELLITE OBSERVATIONS - September 11, 2023
 DR3073
 DR3073  HISTORY     - Date     Condition        Report By
 DR3073  HISTORY     - 19540401 MONUMENTED       MNHD
 DR3073  HISTORY     - 20190415 GOOD             MNDT
 DR3073  HISTORY     - 20230911 GOOD             MNDT
 DR3073
 DR3073                          STATION DESCRIPTION
 DR3073
 DR3073'DESCRIBED BY MN DEPT OF TRANSP 2019 (KMS)
 DR3073'THE MARK IS LOCATED ABOUT 2.0 MI (3.2 KM) EAST OF WESTBROOK.
 DR3073'
 DR3073'TO REACH THE MARK GO 2.0 MI (3.2 KM) EAST ALONG TRUNK HIGHWAY 30 FROM
 DR3073'THE JUNCTION OF TRUNK HIGHWAY 20 AND COUNTY ROAD 7 IN WESTBROOK, AT
 DR3073'TRUNK HIGHWAY 30 MILE POINT 59.3.
 DR3073'
 DR3073'THE MARK IS 157.1 FT (47.9 M) NORTH OF TRUNK HIGHWAY 30, 29.5 FT (9.0
 DR3073'M) WEST OF 340TH AVENUE, 9.5 FT (2.9 M) SOUTH OF A FIELD ENTRANCE, 7.3
 DR3073'FT (2.2 M) NORTHEAST OF A RIGHT-OF-WAY AND WITNESS POST.
 DR3073
 DR3073                          STATION RECOVERY (2023)
 DR3073
 DR3073'RECOVERY NOTE BY MN DEPT OF TRANSP 2023 (TJD)
 DR3073'2.0 MI (3.2 KM) EAST OF WESTBROOK, 2.0 MI (3.2 KM) EAST ALONG TRUNK
 DR3073'HIGHWAY 30 FROM THE JUNCTION OF TRUNK HIGHWAY 20 AND COUNTY ROAD 7 IN
 DR3073'WESTBROOK, AT TRUNK HIGHWAY 30 MILE POINT 59.3, 157.1 FT (47.9 M)
 DR3073'NORTH OF TRUNK HIGHWAY 30, 29.5 FT (9.0 M) WEST OF 340TH AVENUE, 9.5
 DR3073'FT (2.9 M) SOUTH OF A FIELD ENTRANCE, 7.3 FT (2.2 M) NORTHEAST OF A
 DR3073'RIGHT-OF-WAY AND WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DK2709 ***********************************************************************
 DK2709  DESIGNATION -  1701 D
 DK2709  PID         -  DK2709
 DK2709  STATE/COUNTY-  MN/COTTONWOOD
 DK2709  COUNTRY     -  US
 DK2709  USGS QUAD   -  STORDEN (2019)
 DK2709
 DK2709                         *CURRENT SURVEY CONTROL
 DK2709  ______________________________________________________________________
 DK2709* NAD 83(2011) POSITION- 44 02 07.26913(N) 095 19 16.07505(W)   ADJUSTED
 DK2709* NAD 83(2011) ELLIP HT-   394.775 (meters)        (06/07/19)   ADJUSTED
 DK2709* NAD 83(2011) EPOCH   -  2010.00
 DK2709* NAVD 88 ORTHO HEIGHT -   421.800 (meters)     1383.86  (feet) ADJUSTED
 DK2709  ______________________________________________________________________
 DK2709  GEOID HEIGHT    -        -27.021 (meters)                     GEOID18
 DK2709  NAD 83(2011) X  -   -425,947.675 (meters)                     COMP
 DK2709  NAD 83(2011) Y  - -4,573,237.217 (meters)                     COMP
 DK2709  NAD 83(2011) Z  -  4,411,190.826 (meters)                     COMP
 DK2709  LAPLACE CORR    -         -2.90  (seconds)                    DEFLEC18
 DK2709  DYNAMIC HEIGHT  -        421.719 (meters)     1383.59  (feet) COMP
 DK2709  MODELED GRAVITY -    980,414.6   (mgal)                       NAVD 88
 DK2709
 DK2709  VERT ORDER      -  SECOND    CLASS I
 DK2709
 DK2709  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DK2709  Standards:
 DK2709         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DK2709            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DK2709  -------------------------------------------------------------------
 DK2709  NETWORK    0.70   1.25           0.32   0.24   0.64     -0.06506716
 DK2709  -------------------------------------------------------------------
 DK2709  Click here for local accuracies and other accuracy information.
 DK2709
 DK2709.The horizontal coordinates were established by GPS observations
 DK2709.and adjusted by the MN DEPT OF TRANSP in June 2019.
 DK2709
 DK2709.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DK2709.been affixed to the stable North American tectonic plate. See 
 DK2709.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DK2709
 DK2709.The horizontal coordinates are valid at the epoch date displayed above
 DK2709.which is a decimal equivalence of Year/Month/Day.
 DK2709
 DK2709.The orthometric height was determined by differential leveling and
 DK2709.adjusted by the NATIONAL GEODETIC SURVEY
 DK2709.in April 2020.
 DK2709
 DK2709.Significant digits in the geoid height do not necessarily reflect accuracy.
 DK2709.GEOID18 height accuracy estimate available here.
 DK2709
 DK2709.Click photographs - Photos may exist for this station.
 DK2709
 DK2709.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DK2709
 DK2709.The Laplace correction was computed from DEFLEC18 derived deflections.
 DK2709
 DK2709.The ellipsoidal height was determined by GPS observations
 DK2709.and is referenced to NAD 83.
 DK2709
 DK2709.The dynamic height is computed by dividing the NAVD 88
 DK2709.geopotential number by the normal gravity value computed on the
 DK2709.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK2709.degrees latitude (g = 980.6199 gals.).
 DK2709
 DK2709.The modeled gravity was interpolated from observed gravity values.
 DK2709
 DK2709. The following values were computed from the NAD 83(2011) position.
 DK2709
 DK2709;                    North         East     Units Scale Factor Converg.
 DK2709;SPC MN S     -   215,895.693   694,109.357   MT  0.99995493   -0 55 33.7
 DK2709;SPC MN S     -   708,317.79  2,277,257.12   sFT  0.99995493   -0 55 33.7
 DK2709;UTM  15      - 4,878,418.755   314,014.052   MT  1.00002545   -1 36 50.0
 DK2709
 DK2709!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DK2709!SPC MN S     -   0.99993810  x   0.99995493  =   0.99989303
 DK2709!UTM  15      -   0.99993810  x   1.00002545  =   0.99996355
 DK2709
 DK2709_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUJ1401478418(NAD 83)
 DK2709
 DK2709                          SUPERSEDED SURVEY CONTROL
 DK2709
 DK2709  NAVD 88 (06/04/08)  421.780  (m)         1383.79   (f) SUPERSEDED  2 1
 DK2709
 DK2709.Superseded values are not recommended for survey control.
 DK2709
 DK2709.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK2709.See file dsdata.pdf to determine how the superseded data were derived.
 DK2709
 DK2709_MARKER: DB = BENCH MARK DISK
 DK2709_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 DK2709_STAMPING: 1701 D 1948
 DK2709_MARK LOGO: MNHD
 DK2709_PROJECTION: RECESSED 8 CENTIMETERS
 DK2709_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DK2709_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DK2709_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DK2709+SATELLITE: SATELLITE OBSERVATIONS - September 11, 2023
 DK2709
 DK2709  HISTORY     - Date     Condition        Report By
 DK2709  HISTORY     - 1948     MONUMENTED       MNHD
 DK2709  HISTORY     - 20051018 GOOD             MNDT
 DK2709  HISTORY     - 20060516 GOOD             MNDT
 DK2709  HISTORY     - 20190402 GOOD             MNDT
 DK2709  HISTORY     - 20190425 GOOD             MNDT
 DK2709  HISTORY     - 20230911 GOOD             MNDT
 DK2709
 DK2709                          STATION DESCRIPTION
 DK2709
 DK2709'DESCRIBED BY MN DEPT OF TRANSP 2005 (DVP)
 DK2709'HEAD EAST ON COUNTY ROAD 53 TOWARD 370TH AVE FOR 0.5 MI, TURN RIGHT AT
 DK2709'370TH AVE, GO 1.0 MI, TURN LEFT AT 310TH STREET AND TRUNK HIGHWAY 30,
 DK2709'GO 1.0 MI, TURN RIGHT AT 380TH AVE AND COUNTY ROAD 5, AT TRUNK HIGHWAY
 DK2709'30 MILE POINT 63.30, 177 FT (53.9 M) SOUTH OF TRUNK HIGHWAY 30, AT
 DK2709'TRUNK HIGHWAY 30 STATION 371+30, 49 FT (14.9 M) WEST OF COUNTY ROAD 5.
 DK2709
 DK2709                          STATION RECOVERY (2006)
 DK2709
 DK2709'RECOVERY NOTE BY MN DEPT OF TRANSP 2006 (MPP)
 DK2709'THE MARK IS LOCATED ABOUT 11.4 MI (18.3 KM) EAST OF DOVRAY, 6.4 MI
 DK2709'(10.3 KM) WEST-SOUTHWEST OF JEFFERS AND 5.7 MI (9.2 KM) EAST OF
 DK2709'WESTBROOK.
 DK2709'
 DK2709'THE MARK IS AT STORDEN, AT THE JUNCTION OF TRUNK HIGHWAY 30 AND COUNTY
 DK2709'ROAD 5, AT TRUNK HIGHWAY 30 MILE POINT 63.30, 177 FT (53.9 M) SOUTH OF
 DK2709'TRUNK HIGHWAY 30, AT TRUNK HIGHWAY 30 STATION 371+30, 49 FT (14.9 M)
 DK2709'WEST OF COUNTY ROAD 5.
 DK2709
 DK2709                          STATION RECOVERY (2019)
 DK2709
 DK2709'RECOVERY NOTE BY MN DEPT OF TRANSP 2019 (KMS)
 DK2709'RECOVERED AS DESCRIBED.
 DK2709
 DK2709                          STATION RECOVERY (2019)
 DK2709
 DK2709'RECOVERY NOTE BY MN DEPT OF TRANSP 2019 (KXS)
 DK2709'RECOVERED AS DESCRIBED.
 DK2709
 DK2709                          STATION RECOVERY (2023)
 DK2709
 DK2709'RECOVERY NOTE BY MN DEPT OF TRANSP 2023 (TJD)
 DK2709'IN STORDEN, AT THE JUNCTION OF TRUNK HIGHWAY 30 AND COUNTY ROAD 5 IN
 DK2709'STORDEN, AT TRUNK HIGHWAY 30 MILE POINT 63.3, 177.0 FT (53.9 M) SOUTH
 DK2709'OF TRUNK HIGHWAY 30, 49.0 FT (14.9 M) WEST OF COUNTY ROAD 5, 0.5 FT
 DK2709'(15 CM) NORTH OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DK2707 ***********************************************************************
 DK2707  DESIGNATION -  1701 F
 DK2707  PID         -  DK2707
 DK2707  STATE/COUNTY-  MN/COTTONWOOD
 DK2707  COUNTRY     -  US
 DK2707  USGS QUAD   -  STORDEN (2019)
 DK2707
 DK2707                         *CURRENT SURVEY CONTROL
 DK2707  ______________________________________________________________________
 DK2707* NAD 83(1986) POSITION- 44 02 30.66   (N) 095 18 02.43   (W)   HD_HELD1
 DK2707* NAVD 88 ORTHO HEIGHT -   419.091 (meters)     1374.97  (feet) ADJUSTED
 DK2707  ______________________________________________________________________
 DK2707  GEOID HEIGHT    -        -27.044 (meters)                     GEOID18
 DK2707  DYNAMIC HEIGHT  -        419.010 (meters)     1374.70  (feet) COMP
 DK2707  MODELED GRAVITY -    980,413.7   (mgal)                       NAVD 88
 DK2707
 DK2707  VERT ORDER      -  SECOND    CLASS I
 DK2707
 DK2707.The horizontal coordinates were determined by differentially corrected
 DK2707.hand held GPS observations or other comparable positioning techniques
 DK2707.and have an estimated accuracy of +/- 3 meters.
 DK2707
 DK2707.The orthometric height was determined by differential leveling and
 DK2707.adjusted by the NATIONAL GEODETIC SURVEY
 DK2707.in June 2008.
 DK2707
 DK2707.No vertical observational check was made to the station.
 DK2707
 DK2707.Significant digits in the geoid height do not necessarily reflect accuracy.
 DK2707.GEOID18 height accuracy estimate available here.
 DK2707
 DK2707.Click photographs - Photos may exist for this station.
 DK2707
 DK2707.The dynamic height is computed by dividing the NAVD 88
 DK2707.geopotential number by the normal gravity value computed on the
 DK2707.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK2707.degrees latitude (g = 980.6199 gals.).
 DK2707
 DK2707.The modeled gravity was interpolated from observed gravity values.
 DK2707
 DK2707;                    North         East    Units  Estimated Accuracy
 DK2707;SPC MN S     -   216,591.2     695,760.4     MT  (+/- 3 meters HH1 GPS) 
 DK2707
 DK2707_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUJ1567379094(NAD 83)
 DK2707
 DK2707                          SUPERSEDED SURVEY CONTROL
 DK2707
 DK2707.No superseded survey control is available for this station.
 DK2707
 DK2707_MARKER: DB = BENCH MARK DISK
 DK2707_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 DK2707_SP_SET: BOX CULVERT
 DK2707_STAMPING: 1701 F 1969
 DK2707_MARK LOGO: MNHD
 DK2707_MAGNETIC: N = NO MAGNETIC MATERIAL
 DK2707_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DK2707+STABILITY: SURFACE MOTION
 DK2707_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DK2707+SATELLITE: SATELLITE OBSERVATIONS - April 02, 2019
 DK2707
 DK2707  HISTORY     - Date     Condition        Report By
 DK2707  HISTORY     - 1969     MONUMENTED       MNHD
 DK2707  HISTORY     - 20051018 GOOD             MNDT
 DK2707  HISTORY     - 20190402 GOOD             MNDT
 DK2707
 DK2707                          STATION DESCRIPTION
 DK2707
 DK2707'DESCRIBED BY MN DEPT OF TRANSP 2005 (DVP)
 DK2707'GO NORTH ON 400TH AVE FROM STATION 1701 H TOWARD TRUNK HIGHWAY 30,
 DK2707'TURN LEFT ON TRUNK HIGHWAY 30, 1.2 MI (1.9 KM) EAST OF THE JUNCTION OF
 DK2707'TRUNK HIGHWAY 30 AND COUNTY ROAD 5 IN STORDEN, AT TRUNK HIGHWAY 30
 DK2707'MILE POINT 64.5, IN SOUTHWEST CORNER OF TRUNK HIGHWAY 30 BOX CULVERT.
 DK2707
 DK2707                          STATION RECOVERY (2019)
 DK2707
 DK2707'RECOVERY NOTE BY MN DEPT OF TRANSP 2019 (KMS)
 DK2707'0.9 MI (1.4 KM) EAST OF STORDEN, 1.2 MI (1.9 KM) EAST AND NORTHEAST
 DK2707'ALONG TRUNK HIGHWAY 30 FROM THE JUNCTION OF TRUNK HIGHWAY 30 AND
 DK2707'COUNTY ROAD 5 IN STORDEN, AT TRUNK HIGHWAY 30 MILE POINT 64.5, 25.6 FT
 DK2707'(7.8 M) SOUTHEAST OF TRUNK HIGHWAY 30, IN THE SOUTHWEST CORNER OF A
 DK2707'TRUNK HIGHWAY 30 BOX CULVERT.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DK2706 ***********************************************************************
 DK2706  DESIGNATION -  1701 G
 DK2706  PID         -  DK2706
 DK2706  STATE/COUNTY-  MN/COTTONWOOD
 DK2706  COUNTRY     -  US
 DK2706  USGS QUAD   -  STORDEN (2019)
 DK2706
 DK2706                         *CURRENT SURVEY CONTROL
 DK2706  ______________________________________________________________________
 DK2706* NAD 83(1986) POSITION- 44 02 51.23   (N) 095 17 26.96   (W)   HD_HELD1
 DK2706* NAVD 88 ORTHO HEIGHT -   427.753 (meters)     1403.39  (feet) ADJUSTED
 DK2706  ______________________________________________________________________
 DK2706  GEOID HEIGHT    -        -27.055 (meters)                     GEOID18
 DK2706  DYNAMIC HEIGHT  -        427.671 (meters)     1403.12  (feet) COMP
 DK2706  MODELED GRAVITY -    980,413.9   (mgal)                       NAVD 88
 DK2706
 DK2706  VERT ORDER      -  SECOND    CLASS I
 DK2706
 DK2706.The horizontal coordinates were determined by differentially corrected
 DK2706.hand held GPS observations or other comparable positioning techniques
 DK2706.and have an estimated accuracy of +/- 3 meters.
 DK2706
 DK2706.The orthometric height was determined by differential leveling and
 DK2706.adjusted by the NATIONAL GEODETIC SURVEY
 DK2706.in April 2020.
 DK2706
 DK2706.Significant digits in the geoid height do not necessarily reflect accuracy.
 DK2706.GEOID18 height accuracy estimate available here.
 DK2706
 DK2706.Click photographs - Photos may exist for this station.
 DK2706
 DK2706.The dynamic height is computed by dividing the NAVD 88
 DK2706.geopotential number by the normal gravity value computed on the
 DK2706.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK2706.degrees latitude (g = 980.6199 gals.).
 DK2706
 DK2706.The modeled gravity was interpolated from observed gravity values.
 DK2706
 DK2706;                    North         East    Units  Estimated Accuracy
 DK2706;SPC MN S     -   217,213.5     696,559.9     MT  (+/- 3 meters HH1 GPS) 
 DK2706
 DK2706_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUJ1648079707(NAD 83)
 DK2706
 DK2706                          SUPERSEDED SURVEY CONTROL
 DK2706
 DK2706  NAVD 88 (06/04/08)  427.743  (m)         1403.35   (f) SUPERSEDED  2 1
 DK2706
 DK2706.Superseded values are not recommended for survey control.
 DK2706
 DK2706.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK2706.See file dsdata.pdf to determine how the superseded data were derived.
 DK2706
 DK2706_MARKER: DB = BENCH MARK DISK
 DK2706_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 DK2706_STAMPING: 1701 G 1948
 DK2706_MARK LOGO: MNHD
 DK2706_PROJECTION: FLUSH
 DK2706_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DK2706_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DK2706_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DK2706+SATELLITE: SATELLITE OBSERVATIONS - September 11, 2023
 DK2706
 DK2706  HISTORY     - Date     Condition        Report By
 DK2706  HISTORY     - 1954     MONUMENTED       MNHD
 DK2706  HISTORY     - 20051018 GOOD             MNDT
 DK2706  HISTORY     - 20190402 GOOD             MNDT
 DK2706  HISTORY     - 20230911 GOOD             MNDT
 DK2706
 DK2706                          STATION DESCRIPTION
 DK2706
 DK2706'DESCRIBED BY MN DEPT OF TRANSP 2005 (DVP)
 DK2706'1.8 MI (2.9 KM) EAST OF THE JUNCTION OF TRUNK HIGHWAY 30 AND COUNTY
 DK2706'ROAD 5 IN STORDEN, AT TRUNK HIGHWAY 30 MILE POINT 65.10, AT NORTHWEST
 DK2706'CORNER OF POWER COUNTY LIFT STATION, 77 FT (23.5 M) SOUTHEAST OF TRUNK
 DK2706'HIGHWAY 30, 55 FT (16.8 M) NORTHWEST OF LIFT STATION FENCE CORNER, 2
 DK2706'FT (0.6 M) NORTHEAST OF A FENCE CORNER, AT TRUNK HIGHWAY 30 STATION
 DK2706'468+50.
 DK2706
 DK2706                          STATION RECOVERY (2019)
 DK2706
 DK2706'RECOVERY NOTE BY MN DEPT OF TRANSP 2019 (KMS)
 DK2706'RECOVERED AS DESCRIBED.
 DK2706
 DK2706                          STATION RECOVERY (2023)
 DK2706
 DK2706'RECOVERY NOTE BY MN DEPT OF TRANSP 2023 (TJD)
 DK2706'1.3 MI (2.1 KM) NORTHEAST OF STORDEN, 1.8 MI (2.9 KM) EAST AND
 DK2706'NORTHEAST ALONG TRUNK HIGHWAY 30 FROM THE JUNCTION OF TRUNK HIGHWAY 30
 DK2706'AND COUNTY ROAD 5 IN STORDEN, AT TRUNK HIGHWAY 30 MILE POINT 65.1, AT
 DK2706'THE NORTHWEST CORNER OF A POWER COUNTY LIFT STATION, 77.0 FT (23.5 M)
 DK2706'SOUTHEAST OF TRUNK HIGHWAY 30, 55.0 FT (16.8 M) NORTHWEST OF A LIFT
 DK2706'STATION FENCE CORNER, 0.5 FT (15 CM) NORTHWEST OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DH3890 ***********************************************************************
 DH3890  DESIGNATION -  1701 H
 DH3890  PID         -  DH3890
 DH3890  STATE/COUNTY-  MN/COTTONWOOD
 DH3890  COUNTRY     -  US
 DH3890  USGS QUAD   -  STORDEN (2019)
 DH3890
 DH3890                         *CURRENT SURVEY CONTROL
 DH3890  ______________________________________________________________________
 DH3890* NAD 83(2011) POSITION- 44 03 01.15968(N) 095 16 50.20852(W)   ADJUSTED
 DH3890* NAD 83(2011) ELLIP HT-   418.303 (meters)        (06/27/12)   ADJUSTED
 DH3890* NAD 83(2011) EPOCH   -  2010.00
 DH3890* NAVD 88 ORTHO HEIGHT -   445.370 (meters)     1461.18  (feet) ADJUSTED
 DH3890  ______________________________________________________________________
 DH3890  GEOID HEIGHT    -        -27.066 (meters)                     GEOID18
 DH3890  NAD 83(2011) X  -   -422,608.591 (meters)                     COMP
 DH3890  NAD 83(2011) Y  - -4,572,402.638 (meters)                     COMP
 DH3890  NAD 83(2011) Z  -  4,412,402.886 (meters)                     COMP
 DH3890  LAPLACE CORR    -         -2.72  (seconds)                    DEFLEC18
 DH3890  DYNAMIC HEIGHT  -        445.285 (meters)     1460.91  (feet) COMP
 DH3890  MODELED GRAVITY -    980,413.5   (mgal)                       NAVD 88
 DH3890
 DH3890  VERT ORDER      -  SECOND    CLASS I
 DH3890
 DH3890  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DH3890  Standards:
 DH3890         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DH3890            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DH3890  -------------------------------------------------------------------
 DH3890  NETWORK    0.45   0.63           0.21   0.15   0.32     -0.01492266
 DH3890  -------------------------------------------------------------------
 DH3890  Click here for local accuracies and other accuracy information.
 DH3890
 DH3890.The horizontal coordinates were established by GPS observations
 DH3890.and adjusted by the National Geodetic Survey in June 2012.
 DH3890
 DH3890.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DH3890.been affixed to the stable North American tectonic plate. See 
 DH3890.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DH3890
 DH3890.The horizontal coordinates are valid at the epoch date displayed above
 DH3890.which is a decimal equivalence of Year/Month/Day.
 DH3890
 DH3890.The orthometric height was determined by differential leveling and
 DH3890.adjusted by the NATIONAL GEODETIC SURVEY
 DH3890.in April 2020.
 DH3890
 DH3890.Significant digits in the geoid height do not necessarily reflect accuracy.
 DH3890.GEOID18 height accuracy estimate available here.
 DH3890
 DH3890.Click photographs - Photos may exist for this station.
 DH3890
 DH3890.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH3890
 DH3890.The Laplace correction was computed from DEFLEC18 derived deflections.
 DH3890
 DH3890.The ellipsoidal height was determined by GPS observations
 DH3890.and is referenced to NAD 83.
 DH3890
 DH3890.The dynamic height is computed by dividing the NAVD 88
 DH3890.geopotential number by the normal gravity value computed on the
 DH3890.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH3890.degrees latitude (g = 980.6199 gals.).
 DH3890
 DH3890.The modeled gravity was interpolated from observed gravity values.
 DH3890
 DH3890. The following values were computed from the NAD 83(2011) position.
 DH3890
 DH3890;                    North         East     Units Scale Factor Converg.
 DH3890;SPC MN S     -   217,507.047   697,382.758   MT  0.99995285   -0 53 51.4
 DH3890;SPC MN S     -   713,604.37  2,287,996.60   sFT  0.99995285   -0 53 51.4
 DH3890;UTM  15      - 4,879,990.777   317,306.782   MT  1.00001052   -1 35 10.0
 DH3890
 DH3890!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH3890!SPC MN S     -   0.99993441  x   0.99995285  =   0.99988727
 DH3890!UTM  15      -   0.99993441  x   1.00001052  =   0.99994493
 DH3890
 DH3890_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUJ1730679990(NAD 83)
 DH3890
 DH3890                          SUPERSEDED SURVEY CONTROL
 DH3890
 DH3890  NAD 83(2007)-  44 03 01.15967(N)    095 16 50.20938(W) AD(2002.00) 0
 DH3890  ELLIP H (02/10/07)  418.335  (m)                       GP(2002.00)    
 DH3890  NAD 83(1996)-  44 03 01.15913(N)    095 16 50.20865(W) AD(       ) 1
 DH3890  ELLIP H (05/30/05)  418.377  (m)                       GP(       ) 3 2
 DH3890  NAVD 88 (06/04/08)  445.361  (m)         1461.16   (f) SUPERSEDED  2 1
 DH3890  NAVD 88 (05/30/05)  445.4    (m)  GEOID03  model used  GPS OBS        
 DH3890
 DH3890.Superseded values are not recommended for survey control.
 DH3890
 DH3890.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH3890.See file dsdata.pdf to determine how the superseded data were derived.
 DH3890
 DH3890_MARKER: DB = BENCH MARK DISK
 DH3890_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 DH3890_STAMPING: 1701 H 1948
 DH3890_MARK LOGO: MNHD
 DH3890_PROJECTION: FLUSH
 DH3890_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT
 DH3890_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DH3890_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH3890+SATELLITE: SATELLITE OBSERVATIONS - September 11, 2023
 DH3890
 DH3890  HISTORY     - Date     Condition        Report By
 DH3890  HISTORY     - 1954     MONUMENTED       MNHD
 DH3890  HISTORY     - 20040630 GOOD             MNDT
 DH3890  HISTORY     - 20051018 GOOD             MNDT
 DH3890  HISTORY     - 20060517 GOOD             DUCKS
 DH3890  HISTORY     - 20190402 GOOD             MNDT
 DH3890  HISTORY     - 20190424 GOOD             MNDT
 DH3890  HISTORY     - 20230911 GOOD             MNDT
 DH3890
 DH3890                          STATION DESCRIPTION
 DH3890
 DH3890'DESCRIBED BY MN DEPT OF TRANSP 2004 (KB)
 DH3890'2.4 MILES (3.9 KM) EAST OF JUNCTION OF TRUNK HIGHWAY 30 AND COUNTY
 DH3890'ROAD 5 IN STORDEN, AT  TRUNK HIGHWAY 30 MILEPOINT 65.7, AT SOUTHEAST
 DH3890'CORNER OF JUNCTION OF TRUNK HIGHWAY 30  AND 400TH AVENUE, 75.4 FEET
 DH3890'(23.0 M) SOUTH OF TRUNK HIGHWAY 30, AT TRUNK HIGHWAY 30  STATION
 DH3890'498+37, 32 FEET EAST OF 400TH AVENUE, 1.0 FOOT (0.3 M) WEST OF WITNESS
 DH3890'POST
 DH3890
 DH3890                          STATION RECOVERY (2005)
 DH3890
 DH3890'RECOVERY NOTE BY MN DEPT OF TRANSP 2005 (MJA)
 DH3890'RECOVERED AS DESCRIBED.
 DH3890
 DH3890                          STATION RECOVERY (2006)
 DH3890
 DH3890'RECOVERY NOTE BY DUCKS UNLIMITED 2006 (GLJ)
 DH3890'RECOVERED IN GOOD CONDITION.
 DH3890
 DH3890                          STATION RECOVERY (2019)
 DH3890
 DH3890'RECOVERY NOTE BY MN DEPT OF TRANSP 2019 (KMS)
 DH3890'RECOVERED AS DESCRIBED.
 DH3890
 DH3890                          STATION RECOVERY (2019)
 DH3890
 DH3890'RECOVERY NOTE BY MN DEPT OF TRANSP 2019 (BXG)
 DH3890'RECOVERED AS DESCRIBED.
 DH3890
 DH3890                          STATION RECOVERY (2023)
 DH3890
 DH3890'RECOVERY NOTE BY MN DEPT OF TRANSP 2023 (TJD)
 DH3890'1.9 MI (3.1 KM) NORTHEAST OF STORDEN, 2.4 MI (3.9 KM) EAST AND
 DH3890'NORTHEAST ALONG TRUNK HIGHWAY 30 FROM THE JUNCTION OF TRUNK HIGHWAY 30
 DH3890'AND COUNTY ROAD 5 IN STORDEN, AT TRUNK HIGHWAY 30 MILE POINT 65.7,
 DH3890'75.4 FT (23.0 M) SOUTH OF TRUNK HIGHWAY 30, 32.0 FT (9.8 M) EAST OF
 DH3890'400TH AVENUE, 13.0 FT (4.0 M) SOUTH OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DK2712 ***********************************************************************
 DK2712  DESIGNATION -  1701 J
 DK2712  PID         -  DK2712
 DK2712  STATE/COUNTY-  MN/COTTONWOOD
 DK2712  COUNTRY     -  US
 DK2712  USGS QUAD   -  STORDEN (2019)
 DK2712
 DK2712                         *CURRENT SURVEY CONTROL
 DK2712  ______________________________________________________________________
 DK2712* NAD 83(2011) POSITION- 44 03 02.59748(N) 095 16 14.46986(W)   ADJUSTED
 DK2712* NAD 83(2011) ELLIP HT-   420.369 (meters)        (06/07/19)   ADJUSTED
 DK2712* NAD 83(2011) EPOCH   -  2010.00
 DK2712* NAVD 88 ORTHO HEIGHT -   447.435 (meters)     1467.96  (feet) ADJUSTED
 DK2712  ______________________________________________________________________
 DK2712  GEOID HEIGHT    -        -27.078 (meters)                     GEOID18
 DK2712  NAD 83(2011) X  -   -421,813.645 (meters)                     COMP
 DK2712  NAD 83(2011) Y  - -4,572,446.544 (meters)                     COMP
 DK2712  NAD 83(2011) Z  -  4,412,436.220 (meters)                     COMP
 DK2712  LAPLACE CORR    -         -3.01  (seconds)                    DEFLEC18
 DK2712  DYNAMIC HEIGHT  -        447.349 (meters)     1467.68  (feet) COMP
 DK2712  MODELED GRAVITY -    980,412.8   (mgal)                       NAVD 88
 DK2712
 DK2712  VERT ORDER      -  SECOND    CLASS I
 DK2712
 DK2712  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DK2712  Standards:
 DK2712         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DK2712            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DK2712  -------------------------------------------------------------------
 DK2712  NETWORK    0.68   1.23           0.31   0.24   0.63      0.00550142
 DK2712  -------------------------------------------------------------------
 DK2712  Click here for local accuracies and other accuracy information.
 DK2712
 DK2712.The horizontal coordinates were established by GPS observations
 DK2712.and adjusted by the MN DEPT OF TRANSP in June 2019.
 DK2712
 DK2712.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DK2712.been affixed to the stable North American tectonic plate. See 
 DK2712.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DK2712
 DK2712.The horizontal coordinates are valid at the epoch date displayed above
 DK2712.which is a decimal equivalence of Year/Month/Day.
 DK2712
 DK2712.The orthometric height was determined by differential leveling and
 DK2712.adjusted by the NATIONAL GEODETIC SURVEY
 DK2712.in April 2020.
 DK2712
 DK2712.Significant digits in the geoid height do not necessarily reflect accuracy.
 DK2712.GEOID18 height accuracy estimate available here.
 DK2712
 DK2712.Click photographs - Photos may exist for this station.
 DK2712
 DK2712.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DK2712
 DK2712.The Laplace correction was computed from DEFLEC18 derived deflections.
 DK2712
 DK2712.The ellipsoidal height was determined by GPS observations
 DK2712.and is referenced to NAD 83.
 DK2712
 DK2712.The dynamic height is computed by dividing the NAVD 88
 DK2712.geopotential number by the normal gravity value computed on the
 DK2712.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK2712.degrees latitude (g = 980.6199 gals.).
 DK2712
 DK2712.The modeled gravity was interpolated from observed gravity values.
 DK2712
 DK2712. The following values were computed from the NAD 83(2011) position.
 DK2712
 DK2712;                    North         East     Units Scale Factor Converg.
 DK2712;SPC MN S     -   217,539.003   698,178.879   MT  0.99995280   -0 53 26.4
 DK2712;SPC MN S     -   713,709.21  2,290,608.54   sFT  0.99995280   -0 53 26.4
 DK2712;UTM  15      - 4,880,013.165   318,103.274   MT  1.00000694   -1 34 45.2
 DK2712
 DK2712!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DK2712!SPC MN S     -   0.99993409  x   0.99995280  =   0.99988689
 DK2712!UTM  15      -   0.99993409  x   1.00000694  =   0.99994103
 DK2712
 DK2712_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUJ1810380013(NAD 83)
 DK2712
 DK2712                          SUPERSEDED SURVEY CONTROL
 DK2712
 DK2712  NAVD 88 (06/04/08)  447.426  (m)         1467.93   (f) SUPERSEDED  2 1
 DK2712
 DK2712.Superseded values are not recommended for survey control.
 DK2712
 DK2712.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK2712.See file dsdata.pdf to determine how the superseded data were derived.
 DK2712
 DK2712_MARKER: DB = BENCH MARK DISK
 DK2712_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 DK2712_STAMPING: 1701 J 1948
 DK2712_MARK LOGO: MNHD
 DK2712_PROJECTION: RECESSED 13 CENTIMETERS
 DK2712_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DK2712_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DK2712_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DK2712+SATELLITE: SATELLITE OBSERVATIONS - September 07, 2023
 DK2712
 DK2712  HISTORY     - Date     Condition        Report By
 DK2712  HISTORY     - 1948     MONUMENTED       MNHD
 DK2712  HISTORY     - 20051018 GOOD             MNDT
 DK2712  HISTORY     - 20190402 GOOD             MNDT
 DK2712  HISTORY     - 20190425 GOOD             MNDT
 DK2712  HISTORY     - 20230907 GOOD             MNDT
 DK2712
 DK2712                          STATION DESCRIPTION
 DK2712
 DK2712'DESCRIBED BY MN DEPT OF TRANSP 2005 (DVP)
 DK2712'3.37 MI (5.4 KM) WEST OF JEFFERS, 2.90 MI (4.7 KM) NORTHEAST ALONG
 DK2712'TRUNK HIGHWAY 30 FROM THE JUNCTION OF TRUNK HIGHWAY 30 AND COUNTY ROAD
 DK2712'5 IN STORDEN, AT TRUNK HIGHWAY 30 MILE POINT 66.20, 77 FT (23.5 M)
 DK2712'NORTH OF TRUNK HIGHWAY 30, AT TRUNK HIGHWAY 30 STATION 572+37, AT
 DK2712'FENCE CORNER.
 DK2712
 DK2712                          STATION RECOVERY (2019)
 DK2712
 DK2712'RECOVERY NOTE BY MN DEPT OF TRANSP 2019 (KMS)
 DK2712'RECOVERED AS DESCRIBED.
 DK2712
 DK2712                          STATION RECOVERY (2019)
 DK2712
 DK2712'RECOVERY NOTE BY MN DEPT OF TRANSP 2019 (DXS)
 DK2712'RECOVERED AS DESCRIBED.
 DK2712
 DK2712                          STATION RECOVERY (2023)
 DK2712
 DK2712'RECOVERY NOTE BY MN DEPT OF TRANSP 2023 (TJD)
 DK2712'2.4 MI (3.9 KM) NORTHEAST OF STORDEN, 2.9 MI (4.7 KM) EAST AND
 DK2712'NORTHEAST ALONG TRUNK HIGHWAY 30 FROM THE JUNCTION OF TRUNK HIGHWAY 30
 DK2712'AND COUNTY ROAD 5 IN STORDEN, AT TRUNK HIGHWAY 30 MILE POINT 66.2,
 DK2712'77.0 FT (23.5 M) NORTH OF TRUNK HIGHWAY 30, 1.5 FT (0.5 M) SOUTH OF A
 DK2712'WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DK2705 ***********************************************************************
 DK2705  DESIGNATION -  1701 K
 DK2705  PID         -  DK2705
 DK2705  STATE/COUNTY-  MN/COTTONWOOD
 DK2705  COUNTRY     -  US
 DK2705  USGS QUAD   -  STORDEN (2019)
 DK2705
 DK2705                         *CURRENT SURVEY CONTROL
 DK2705  ______________________________________________________________________
 DK2705* NAD 83(1986) POSITION- 44 03 01.06   (N) 095 15 01.96   (W)   HD_HELD1
 DK2705* NAVD 88 ORTHO HEIGHT -   450.608 (meters)     1478.37  (feet) ADJUSTED
 DK2705  ______________________________________________________________________
 DK2705  GEOID HEIGHT    -        -27.104 (meters)                     GEOID18
 DK2705  DYNAMIC HEIGHT  -        450.521 (meters)     1478.08  (feet) COMP
 DK2705  MODELED GRAVITY -    980,411.4   (mgal)                       NAVD 88
 DK2705
 DK2705  VERT ORDER      -  SECOND    CLASS I
 DK2705
 DK2705.The horizontal coordinates were determined by differentially corrected
 DK2705.hand held GPS observations or other comparable positioning techniques
 DK2705.and have an estimated accuracy of +/- 3 meters.
 DK2705
 DK2705.The orthometric height was determined by differential leveling and
 DK2705.adjusted by the NATIONAL GEODETIC SURVEY
 DK2705.in April 2020.
 DK2705
 DK2705.Significant digits in the geoid height do not necessarily reflect accuracy.
 DK2705.GEOID18 height accuracy estimate available here.
 DK2705
 DK2705.Click photographs - Photos may exist for this station.
 DK2705
 DK2705.The dynamic height is computed by dividing the NAVD 88
 DK2705.geopotential number by the normal gravity value computed on the
 DK2705.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK2705.degrees latitude (g = 980.6199 gals.).
 DK2705
 DK2705.The modeled gravity was interpolated from observed gravity values.
 DK2705
 DK2705;                    North         East    Units  Estimated Accuracy
 DK2705;SPC MN S     -   217,466.7     699,792.0     MT  (+/- 3 meters HH1 GPS) 
 DK2705
 DK2705_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUJ1971579921(NAD 83)
 DK2705
 DK2705                          SUPERSEDED SURVEY CONTROL
 DK2705
 DK2705  NAVD 88 (06/04/08)  450.605  (m)         1478.36   (f) SUPERSEDED  2 1
 DK2705
 DK2705.Superseded values are not recommended for survey control.
 DK2705
 DK2705.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK2705.See file dsdata.pdf to determine how the superseded data were derived.
 DK2705
 DK2705_MARKER: DB = BENCH MARK DISK
 DK2705_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 DK2705_STAMPING: 1701 K 1948
 DK2705_MARK LOGO: MNHD
 DK2705_PROJECTION: RECESSED 15 CENTIMETERS
 DK2705_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DK2705_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DK2705_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DK2705+SATELLITE: SATELLITE OBSERVATIONS - April 15, 2019
 DK2705
 DK2705  HISTORY     - Date     Condition        Report By
 DK2705  HISTORY     - 1948     MONUMENTED       MNHD
 DK2705  HISTORY     - 20051018 GOOD             MNDT
 DK2705  HISTORY     - 20190415 GOOD             MNDT
 DK2705
 DK2705                          STATION DESCRIPTION
 DK2705
 DK2705'DESCRIBED BY MN DEPT OF TRANSP 2005 (DVP)
 DK2705'2.5 MI (4.0 KM) WEST OF JEFFERS, 2.5 MI (4.0 KM) WEST ALONG TRUNK
 DK2705'HIGHWAY 30 FROM THE JUNCTION OF TRUNK HIGHWAY 30 AND COUNTY ROAD 4 IN
 DK2705'JEFFERS, AT TRUNK HIGHWAY 30 MILE POINT 67.20, 76 FT (23.2 M) SOUTH OF
 DK2705'TRUNK HIGHWAY 30, AT TRUNK HIGHWAY 30 STATION 625+36, 17.0 FT (5.2 M)
 DK2705'EAST OF A FIELD ENTRANCE, 2.0 FT (0.6 M) WEST OF A FENCE CORNER, 0.7
 DK2705'FT (0.2 M) NORTH-NORTHEAST OF A WITNESS POST, ON FENCELINE SOUTH.
 DK2705
 DK2705                          STATION RECOVERY (2019)
 DK2705
 DK2705'RECOVERY NOTE BY MN DEPT OF TRANSP 2019 (KMS)
 DK2705'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DR3074 ***********************************************************************
 DR3074  DESIGNATION -  1701 L
 DR3074  PID         -  DR3074
 DR3074  STATE/COUNTY-  MN/COTTONWOOD
 DR3074  COUNTRY     -  US
 DR3074  USGS QUAD   -  JEFFERS (2019)
 DR3074
 DR3074                         *CURRENT SURVEY CONTROL
 DR3074  ______________________________________________________________________
 DR3074* NAD 83(1986) POSITION- 44 03 01.41   (N) 095 13 49.80   (W)   HD_HELD1
 DR3074* NAVD 88 ORTHO HEIGHT -   450.000 (meters)     1476.38  (feet) ADJUSTED
 DR3074  ______________________________________________________________________
 DR3074  GEOID HEIGHT    -        -27.132 (meters)                     GEOID18
 DR3074  DYNAMIC HEIGHT  -        449.913 (meters)     1476.09  (feet) COMP
 DR3074  MODELED GRAVITY -    980,410.4   (mgal)                       NAVD 88
 DR3074
 DR3074  VERT ORDER      -  SECOND    CLASS I
 DR3074
 DR3074.The horizontal coordinates were determined by differentially corrected
 DR3074.hand held GPS observations or other comparable positioning techniques
 DR3074.and have an estimated accuracy of +/- 3 meters.
 DR3074
 DR3074.The orthometric height was determined by differential leveling and
 DR3074.adjusted by the NATIONAL GEODETIC SURVEY
 DR3074.in April 2020.
 DR3074
 DR3074.Significant digits in the geoid height do not necessarily reflect accuracy.
 DR3074.GEOID18 height accuracy estimate available here.
 DR3074
 DR3074.Click photographs - Photos may exist for this station.
 DR3074
 DR3074.The dynamic height is computed by dividing the NAVD 88
 DR3074.geopotential number by the normal gravity value computed on the
 DR3074.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DR3074.degrees latitude (g = 980.6199 gals.).
 DR3074
 DR3074.The modeled gravity was interpolated from observed gravity values.
 DR3074
 DR3074;                    North         East    Units  Estimated Accuracy
 DR3074;SPC MN S     -   217,453.1     701,398.2     MT  (+/- 3 meters HH1 GPS) 
 DR3074
 DR3074_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUJ2132179888(NAD 83)
 DR3074
 DR3074                          SUPERSEDED SURVEY CONTROL
 DR3074
 DR3074.No superseded survey control is available for this station.
 DR3074
 DR3074_MARKER: DB = BENCH MARK DISK
 DR3074_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 DR3074_STAMPING: 1701 L 1948
 DR3074_MARK LOGO: MNHD
 DR3074_PROJECTION: RECESSED 13 CENTIMETERS
 DR3074_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DR3074_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DR3074_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DR3074+SATELLITE: SATELLITE OBSERVATIONS - April 15, 2019
 DR3074
 DR3074  HISTORY     - Date     Condition        Report By
 DR3074  HISTORY     - 19540524 MONUMENTED       MNHD
 DR3074  HISTORY     - 20190415 GOOD             MNDT
 DR3074
 DR3074                          STATION DESCRIPTION
 DR3074
 DR3074'DESCRIBED BY MN DEPT OF TRANSP 2019 (KMS)
 DR3074'THE MARK IS LOCATED ABOUT 1.7 MI (2.7 KM) WEST OF JEFFERS.
 DR3074'
 DR3074'TO REACH THE MARK GO 1.5 MI (2.4 KM) WEST ALONG TRUNK HIGHWAY 30 FROM
 DR3074'THE EAST JUNCTION OF TRUNK HIGHWAY 30 AND TRUNK HIGHWAY 52 AND COUNTY
 DR3074'ROAD 4 IN JEFFERS, AT TRUNK HIGHWAY 30 MILE POINT 68.2.
 DR3074'
 DR3074'THE MARK IS 77.4 FT (23.6 M) NORTH OF TRUNK HIGHWAY 30, 17.8 FT (5.4
 DR3074'M) WEST OF A FIELD ENTRANCE.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DR3075 ***********************************************************************
 DR3075  DESIGNATION -  1701 M
 DR3075  PID         -  DR3075
 DR3075  STATE/COUNTY-  MN/COTTONWOOD
 DR3075  COUNTRY     -  US
 DR3075  USGS QUAD   -  JEFFERS (2019)
 DR3075
 DR3075                         *CURRENT SURVEY CONTROL
 DR3075  ______________________________________________________________________
 DR3075* NAD 83(1986) POSITION- 44 02 59.25   (N) 095 13 13.20   (W)   HD_HELD1
 DR3075* NAVD 88 ORTHO HEIGHT -   449.647 (meters)     1475.22  (feet) ADJUSTED
 DR3075  ______________________________________________________________________
 DR3075  GEOID HEIGHT    -        -27.147 (meters)                     GEOID18
 DR3075  DYNAMIC HEIGHT  -        449.560 (meters)     1474.93  (feet) COMP
 DR3075  MODELED GRAVITY -    980,409.8   (mgal)                       NAVD 88
 DR3075
 DR3075  VERT ORDER      -  SECOND    CLASS I
 DR3075
 DR3075.The horizontal coordinates were determined by differentially corrected
 DR3075.hand held GPS observations or other comparable positioning techniques
 DR3075.and have an estimated accuracy of +/- 3 meters.
 DR3075
 DR3075.The orthometric height was determined by differential leveling and
 DR3075.adjusted by the NATIONAL GEODETIC SURVEY
 DR3075.in April 2020.
 DR3075
 DR3075.Significant digits in the geoid height do not necessarily reflect accuracy.
 DR3075.GEOID18 height accuracy estimate available here.
 DR3075
 DR3075.Click photographs - Photos may exist for this station.
 DR3075
 DR3075.The dynamic height is computed by dividing the NAVD 88
 DR3075.geopotential number by the normal gravity value computed on the
 DR3075.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DR3075.degrees latitude (g = 980.6199 gals.).
 DR3075
 DR3075.The modeled gravity was interpolated from observed gravity values.
 DR3075
 DR3075;                    North         East    Units  Estimated Accuracy
 DR3075;SPC MN S     -   217,374.2     702,211.8     MT  (+/- 3 meters HH1 GPS) 
 DR3075
 DR3075_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUJ2213479799(NAD 83)
 DR3075
 DR3075                          SUPERSEDED SURVEY CONTROL
 DR3075
 DR3075.No superseded survey control is available for this station.
 DR3075
 DR3075_MARKER: DB = BENCH MARK DISK
 DR3075_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 DR3075_STAMPING: 1701 M 1948
 DR3075_MARK LOGO: MNHD
 DR3075_PROJECTION: FLUSH
 DR3075_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DR3075_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DR3075_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DR3075+SATELLITE: SATELLITE OBSERVATIONS - September 07, 2023
 DR3075
 DR3075  HISTORY     - Date     Condition        Report By
 DR3075  HISTORY     - 19480401 MONUMENTED       MNHD
 DR3075  HISTORY     - 20190415 GOOD             MNDT
 DR3075  HISTORY     - 20230907 GOOD             MNDT
 DR3075
 DR3075                          STATION DESCRIPTION
 DR3075
 DR3075'DESCRIBED BY MN DEPT OF TRANSP 2019 (KMS)
 DR3075'THE MARK IS LOCATED ABOUT 1.0 MI (1.6 KM) WEST OF JEFFERS.
 DR3075'
 DR3075'TO REACH THE MARK 1.0 MI (1.6 KM) WEST ALONG TRUNK HIGHWAY 30 FROM THE
 DR3075'EAST JUNCTION OF TRUNK HIGHWAY 30 AND COUNTY ROAD 52 AND COUNTY ROAD 4
 DR3075'IN JEFFERS, AT TRUNK HIGHWAY 30 MILE POINT 68.7.
 DR3075'
 DR3075'THE MARK IS 74.7 FT (22.8 M) SOUTH OF TRUNK HIGHWAY 30, 36.3 FT (11.1
 DR3075'M) EAST OF 430TH AVENUE, 15.5 FT (4.7 M) SOUTHWEST OF STATION 1701 AB,
 DR3075'1.0 FT (0.3 M) NORTH OF A WITNESS POST.
 DR3075
 DR3075                          STATION RECOVERY (2023)
 DR3075
 DR3075'RECOVERY NOTE BY MN DEPT OF TRANSP 2023 (KMS)
 DR3075'1.0 MI (1.6 KM) WEST OF JEFFERS, 1.0 MI (1.6 KM) WEST ALONG TRUNK
 DR3075'HIGHWAY 30 FROM THE EAST JUNCTION OF TRUNK HIGHWAY 30 AND COUNTY ROAD
 DR3075'52 AND COUNTY ROAD 4 IN JEFFERS, AT TRUNK HIGHWAY 30 MILE POINT 68.7,
 DR3075'74.7 FT (22.8 M) SOUTH OF TRUNK HIGHWAY 30, 36.3 FT (11.1 M) EAST OF
 DR3075'430TH AVENUE, 15.5 FT (4.7 M) SOUTHWEST OF STATION 1701 AB, 1.0 FT
 DR3075'(0.3 M) NORTH OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DK2702 ***********************************************************************
 DK2702  DESIGNATION -  1701 N
 DK2702  PID         -  DK2702
 DK2702  STATE/COUNTY-  MN/COTTONWOOD
 DK2702  COUNTRY     -  US
 DK2702  USGS QUAD   -  JEFFERS (2019)
 DK2702
 DK2702                         *CURRENT SURVEY CONTROL
 DK2702  ______________________________________________________________________
 DK2702* NAD 83(2011) POSITION- 44 03 00.62521(N) 095 12 01.64476(W)   ADJUSTED
 DK2702* NAD 83(2011) ELLIP HT-   422.286 (meters)        (06/07/19)   ADJUSTED
 DK2702* NAD 83(2011) EPOCH   -  2010.00
 DK2702* NAVD 88 ORTHO HEIGHT -   449.458 (meters)     1474.60  (feet) ADJUSTED
 DK2702  ______________________________________________________________________
 DK2702  GEOID HEIGHT    -        -27.178 (meters)                     GEOID18
 DK2702  NAD 83(2011) X  -   -416,212.703 (meters)                     COMP
 DK2702  NAD 83(2011) Y  - -4,573,003.665 (meters)                     COMP
 DK2702  NAD 83(2011) Z  -  4,412,393.798 (meters)                     COMP
 DK2702  LAPLACE CORR    -         -3.85  (seconds)                    DEFLEC18
 DK2702  DYNAMIC HEIGHT  -        449.370 (meters)     1474.31  (feet) COMP
 DK2702  MODELED GRAVITY -    980,409.1   (mgal)                       NAVD 88
 DK2702
 DK2702  VERT ORDER      -  SECOND    CLASS I
 DK2702
 DK2702  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DK2702  Standards:
 DK2702         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DK2702            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DK2702  -------------------------------------------------------------------
 DK2702  NETWORK    0.64   1.18           0.30   0.20   0.60      0.00518614
 DK2702  -------------------------------------------------------------------
 DK2702  Click here for local accuracies and other accuracy information.
 DK2702
 DK2702.The horizontal coordinates were established by GPS observations
 DK2702.and adjusted by the MN DEPT OF TRANSP in June 2019.
 DK2702
 DK2702.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DK2702.been affixed to the stable North American tectonic plate. See 
 DK2702.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DK2702
 DK2702.The horizontal coordinates are valid at the epoch date displayed above
 DK2702.which is a decimal equivalence of Year/Month/Day.
 DK2702
 DK2702.The orthometric height was determined by differential leveling and
 DK2702.adjusted by the NATIONAL GEODETIC SURVEY
 DK2702.in June 2008.
 DK2702
 DK2702.No vertical observational check was made to the station.
 DK2702
 DK2702.Significant digits in the geoid height do not necessarily reflect accuracy.
 DK2702.GEOID18 height accuracy estimate available here.
 DK2702
 DK2702.Click photographs - Photos may exist for this station.
 DK2702
 DK2702.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DK2702
 DK2702.The Laplace correction was computed from DEFLEC18 derived deflections.
 DK2702
 DK2702.The ellipsoidal height was determined by GPS observations
 DK2702.and is referenced to NAD 83.
 DK2702
 DK2702.The dynamic height is computed by dividing the NAVD 88
 DK2702.geopotential number by the normal gravity value computed on the
 DK2702.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK2702.degrees latitude (g = 980.6199 gals.).
 DK2702
 DK2702.The modeled gravity was interpolated from observed gravity values.
 DK2702
 DK2702. The following values were computed from the NAD 83(2011) position.
 DK2702
 DK2702;                    North         East     Units Scale Factor Converg.
 DK2702;SPC MN S     -   217,393.076   703,805.092   MT  0.99995287   -0 50 29.2
 DK2702;SPC MN S     -   713,230.45  2,309,067.21   sFT  0.99995287   -0 50 29.2
 DK2702;UTM  15      - 4,879,799.610   323,727.561   MT  0.99998217   -1 31 49.2
 DK2702
 DK2702!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DK2702!SPC MN S     -   0.99993379  x   0.99995287  =   0.99988666
 DK2702!UTM  15      -   0.99993379  x   0.99998217  =   0.99991596
 DK2702
 DK2702_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUJ2372779799(NAD 83)
 DK2702
 DK2702                          SUPERSEDED SURVEY CONTROL
 DK2702
 DK2702.No superseded survey control is available for this station.
 DK2702
 DK2702_MARKER: DB = BENCH MARK DISK
 DK2702_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 DK2702_STAMPING: 1701 N 1948
 DK2702_MARK LOGO: MNHD
 DK2702_PROJECTION: FLUSH
 DK2702_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DK2702_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DK2702_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DK2702+SATELLITE: SATELLITE OBSERVATIONS - September 07, 2023
 DK2702
 DK2702  HISTORY     - Date     Condition        Report By
 DK2702  HISTORY     - 1948     MONUMENTED       MNHD
 DK2702  HISTORY     - 20051018 GOOD             MNDT
 DK2702  HISTORY     - 20190415 GOOD             MNDT
 DK2702  HISTORY     - 20190425 GOOD             MNDT
 DK2702  HISTORY     - 20230907 GOOD             MNDT
 DK2702
 DK2702                          STATION DESCRIPTION
 DK2702
 DK2702'DESCRIBED BY MN DEPT OF TRANSP 2005 (DVP)
 DK2702'AT SOUTHWEST EDGE OF JEFFERS, AT SOUTHWEST CORNER OF THE JUNCTION OF
 DK2702'TRUNK HIGHWAY 30 AND COUNTY ROAD 52 SOUTH, AT TRUNK HIGHWAY 30 MILE
 DK2702'POINT 69.70, 75 FT (22.9 M) SOUTH OF TRUNK HIGHWAY 30, AT TRUNK
 DK2702'HIGHWAY 30 STATION 757+06, 54 FT (16.5 M) WEST OF COUNTY ROAD 52.
 DK2702
 DK2702                          STATION RECOVERY (2019)
 DK2702
 DK2702'RECOVERY NOTE BY MN DEPT OF TRANSP 2019 (KMS)
 DK2702'RECOVERED AS DESCRIBED.
 DK2702
 DK2702                          STATION RECOVERY (2019)
 DK2702
 DK2702'RECOVERY NOTE BY MN DEPT OF TRANSP 2019 (DXS)
 DK2702'RECOVERED AS DESCRIBED.
 DK2702
 DK2702                          STATION RECOVERY (2023)
 DK2702
 DK2702'RECOVERY NOTE BY MN DEPT OF TRANSP 2023 (KMS)
 DK2702'IN THE SOUTHWEST CORNER OF JEFFERS, AT THE EAST JUNCTION OF TRUNK
 DK2702'HIGHWAY 30 AND COUNTY ROAD 52 AND COUNTY ROAD 4 IN JEFFERS, AT TRUNK
 DK2702'HIGHWAY 30 MILE POINT 69.7, 72.8 FT (22.2 M) SOUTH OF TRUNK HIGHWAY
 DK2702'30, 54.0 FT (16.5 M) WEST OF COUNTY ROAD 52, 0.7 FT (21 CM) NORTH OF A
 DK2702'WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DH3891 ***********************************************************************
 DH3891  DESIGNATION -  1701 Q
 DH3891  PID         -  DH3891
 DH3891  STATE/COUNTY-  MN/COTTONWOOD
 DH3891  COUNTRY     -  US
 DH3891  USGS QUAD   -  JEFFERS (2019)
 DH3891
 DH3891                         *CURRENT SURVEY CONTROL
 DH3891  ______________________________________________________________________
 DH3891* NAD 83(2011) POSITION- 44 03 01.89273(N) 095 09 37.34054(W)   ADJUSTED
 DH3891* NAD 83(2011) ELLIP HT-   415.470 (meters)        (06/27/12)   ADJUSTED
 DH3891* NAD 83(2011) EPOCH   -  2010.00
 DH3891* NAVD 88 ORTHO HEIGHT -   442.705 (meters)     1452.44  (feet) ADJUSTED
 DH3891  ______________________________________________________________________
 DH3891  GEOID HEIGHT    -        -27.241 (meters)                     GEOID18
 DH3891  NAD 83(2011) X  -   -413,010.410 (meters)                     COMP
 DH3891  NAD 83(2011) Y  - -4,573,261.760 (meters)                     COMP
 DH3891  NAD 83(2011) Z  -  4,412,417.179 (meters)                     COMP
 DH3891  LAPLACE CORR    -         -3.94  (seconds)                    DEFLEC18
 DH3891  DYNAMIC HEIGHT  -        442.617 (meters)     1452.15  (feet) COMP
 DH3891  MODELED GRAVITY -    980,408.2   (mgal)                       NAVD 88
 DH3891
 DH3891  VERT ORDER      -  SECOND    CLASS I
 DH3891
 DH3891  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DH3891  Standards:
 DH3891         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DH3891            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DH3891  -------------------------------------------------------------------
 DH3891  NETWORK    0.44   0.59           0.20   0.15   0.30     -0.00288418
 DH3891  -------------------------------------------------------------------
 DH3891  Click here for local accuracies and other accuracy information.
 DH3891
 DH3891.The horizontal coordinates were established by GPS observations
 DH3891.and adjusted by the National Geodetic Survey in June 2012.
 DH3891
 DH3891.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DH3891.been affixed to the stable North American tectonic plate. See 
 DH3891.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DH3891
 DH3891.The horizontal coordinates are valid at the epoch date displayed above
 DH3891.which is a decimal equivalence of Year/Month/Day.
 DH3891
 DH3891.The orthometric height was determined by differential leveling and
 DH3891.adjusted by the NATIONAL GEODETIC SURVEY
 DH3891.in June 2008.
 DH3891
 DH3891.No vertical observational check was made to the station.
 DH3891
 DH3891.Significant digits in the geoid height do not necessarily reflect accuracy.
 DH3891.GEOID18 height accuracy estimate available here.
 DH3891
 DH3891.Click photographs - Photos may exist for this station.
 DH3891
 DH3891.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH3891
 DH3891.The Laplace correction was computed from DEFLEC18 derived deflections.
 DH3891
 DH3891.The ellipsoidal height was determined by GPS observations
 DH3891.and is referenced to NAD 83.
 DH3891
 DH3891.The dynamic height is computed by dividing the NAVD 88
 DH3891.geopotential number by the normal gravity value computed on the
 DH3891.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH3891.degrees latitude (g = 980.6199 gals.).
 DH3891
 DH3891.The modeled gravity was interpolated from observed gravity values.
 DH3891
 DH3891. The following values were computed from the NAD 83(2011) position.
 DH3891
 DH3891;                    North         East     Units Scale Factor Converg.
 DH3891;SPC MN S     -   217,385.808   707,017.476   MT  0.99995283   -0 48 48.0
 DH3891;SPC MN S     -   713,206.61  2,319,606.50   sFT  0.99995283   -0 48 48.0
 DH3891;UTM  15      - 4,879,753.712   326,939.697   MT  0.99996836   -1 30 08.9
 DH3891
 DH3891!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH3891!SPC MN S     -   0.99993486  x   0.99995283  =   0.99988769
 DH3891!UTM  15      -   0.99993486  x   0.99996836  =   0.99990322
 DH3891
 DH3891_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUJ2693979753(NAD 83)
 DH3891
 DH3891                          SUPERSEDED SURVEY CONTROL
 DH3891
 DH3891  NAD 83(2007)-  44 03 01.89273(N)    095 09 37.34138(W) AD(2002.00) 0
 DH3891  ELLIP H (02/10/07)  415.501  (m)                       GP(2002.00)    
 DH3891  NAD 83(1996)-  44 03 01.89221(N)    095 09 37.34060(W) AD(       ) 1
 DH3891  ELLIP H (05/30/05)  415.537  (m)                       GP(       ) 3 2
 DH3891  NAVD 88 (05/30/05)  442.7    (m)  GEOID03  model used  GPS OBS        
 DH3891
 DH3891.Superseded values are not recommended for survey control.
 DH3891
 DH3891.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH3891.See file dsdata.pdf to determine how the superseded data were derived.
 DH3891
 DH3891_MARKER: DB = BENCH MARK DISK
 DH3891_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 DH3891_STAMPING: 1701 Q 1948
 DH3891_MARK LOGO: MNHD
 DH3891_PROJECTION: FLUSH
 DH3891_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT
 DH3891_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DH3891_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH3891+SATELLITE: SATELLITE OBSERVATIONS - September 07, 2023
 DH3891
 DH3891  HISTORY     - Date     Condition        Report By
 DH3891  HISTORY     - 19480401 MONUMENTED       MNHD
 DH3891  HISTORY     - 20040630 GOOD             MNDT
 DH3891  HISTORY     - 20051018 GOOD             MNDT
 DH3891  HISTORY     - 20160616 GOOD             MNDT
 DH3891  HISTORY     - 20180415 GOOD             MNDT
 DH3891  HISTORY     - 20190425 GOOD             MNDT
 DH3891  HISTORY     - 20230907 GOOD             MNDT
 DH3891
 DH3891                          STATION DESCRIPTION
 DH3891
 DH3891'DESCRIBED BY MN DEPT OF TRANSP 2004 (KB)
 DH3891'1.8 MILES (2.9 KM) EAST OF JEFFERS, 75 FEET (22.9 M) NORTH OF TRUNK
 DH3891'HIGHWAY 30, 44 FEET (13.4 M)  WEST OF 460TH AVENUE, AT TRUNK HIGHWAY
 DH3891'30 MILEPOINT 71.7, 32.3 FEET (9.8 M) NORTHWEST OF  WEST END OF METAL
 DH3891'CULVERT, 80.2 FEET (24.4 M) EAST OF POWER POLE, 0.6 FOOT SOUTH OF
 DH3891'WITNESS POST.
 DH3891
 DH3891                          STATION RECOVERY (2005)
 DH3891
 DH3891'RECOVERY NOTE BY MN DEPT OF TRANSP 2005 (MJA)
 DH3891'RECOVERED AS DESCRIBED.
 DH3891
 DH3891                          STATION RECOVERY (2016)
 DH3891
 DH3891'RECOVERY NOTE BY MN DEPT OF TRANSP 2016 (KMS)
 DH3891'THE MARK IS LOCATED ABOUT 1.8 MI (2.9 KM) EAST OF JEFFERS, 1.9 MI (3.1
 DH3891'KM) EAST ALONG TRUNK HIGHWAY 30 FROM THE JUNCTION OF TRUNK HIGHWAY 30
 DH3891'AND COUNTY ROAD 4, 75 FT (22.9 M) NORTH OF TRUNK HIGHWAY 30, 44 FT
 DH3891'(13.4 M) WEST OF 460TH AVENUE, AT TRUNK HIGHWAY 30 MILE POINT 71.7,
 DH3891'80.2 FT (24.4 M) EAST OF POWER POLE, 0.6 FT (18 CM) SOUTH OF A WITNESS
 DH3891'POST.
 DH3891
 DH3891                          STATION RECOVERY (2018)
 DH3891
 DH3891'RECOVERY NOTE BY MN DEPT OF TRANSP 2018 (KMS)
 DH3891'RECOVERED AS DESCRIBED.
 DH3891
 DH3891                          STATION RECOVERY (2019)
 DH3891
 DH3891'RECOVERY NOTE BY MN DEPT OF TRANSP 2019 (BXG)
 DH3891'RECOVERED AS DESCRIBED.
 DH3891
 DH3891                          STATION RECOVERY (2023)
 DH3891
 DH3891'RECOVERY NOTE BY MN DEPT OF TRANSP 2023 (KMS)
 DH3891'1.8 MI (2.9 KM) EAST OF JEFFERS, 2.0 MI (3.2 KM) EAST ALONG TRUNK
 DH3891'HIGHWAY 30 FROM THE JUNCTION OF TRUNK HIGHWAY 30 AND COUNTY ROAD 4 IN
 DH3891'JEFFERS, 75.0 FT (22.9 M) NORTH OF TRUNK HIGHWAY 30, 44.0 FT (13.4 M)
 DH3891'WEST OF 460TH AVENUE, AT TRUNK HIGHWAY 30 MILE POINT 71.7, 80.2 FT
 DH3891'(24.4 M) EAST OF A POWER POLE, 0.6 FT (18 CM) SOUTH OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 PQ1311 ***********************************************************************
 PQ1311  DESIGNATION -  1701 R
 PQ1311  PID         -  PQ1311
 PQ1311  STATE/COUNTY-  MN/COTTONWOOD
 PQ1311  COUNTRY     -  US
 PQ1311  USGS QUAD   -  JEFFERS (2019)
 PQ1311
 PQ1311                         *CURRENT SURVEY CONTROL
 PQ1311  ______________________________________________________________________
 PQ1311* NAD 83(2011) POSITION- 44 03 01.86134(N) 095 08 24.96100(W)   ADJUSTED
 PQ1311* NAD 83(2011) ELLIP HT-   413.937 (meters)        (06/07/19)   ADJUSTED
 PQ1311* NAD 83(2011) EPOCH   -  2010.00
 PQ1311* NAVD 88 ORTHO HEIGHT -   441.203 (meters)     1447.51  (feet) ADJUSTED
 PQ1311  ______________________________________________________________________
 PQ1311  GEOID HEIGHT    -        -27.273 (meters)                     GEOID18
 PQ1311  NAD 83(2011) X  -   -411,405.562 (meters)                     COMP
 PQ1311  NAD 83(2011) Y  - -4,573,405.979 (meters)                     COMP
 PQ1311  NAD 83(2011) Z  -  4,412,415.417 (meters)                     COMP
 PQ1311  LAPLACE CORR    -         -3.94  (seconds)                    DEFLEC18
 PQ1311  DYNAMIC HEIGHT  -        441.116 (meters)     1447.23  (feet) COMP
 PQ1311  MODELED GRAVITY -    980,408.0   (mgal)                       NAVD 88
 PQ1311
 PQ1311  VERT ORDER      -  SECOND    CLASS I
 PQ1311
 PQ1311  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 PQ1311  Standards:
 PQ1311         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 PQ1311            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 PQ1311  -------------------------------------------------------------------
 PQ1311  NETWORK    0.67   1.22           0.31   0.22   0.62     -0.03535934
 PQ1311  -------------------------------------------------------------------
 PQ1311  Click here for local accuracies and other accuracy information.
 PQ1311
 PQ1311.The horizontal coordinates were established by GPS observations
 PQ1311.and adjusted by the MN DEPT OF TRANSP in June 2019.
 PQ1311
 PQ1311.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 PQ1311.been affixed to the stable North American tectonic plate. See 
 PQ1311.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 PQ1311
 PQ1311.The horizontal coordinates are valid at the epoch date displayed above
 PQ1311.which is a decimal equivalence of Year/Month/Day.
 PQ1311
 PQ1311.The orthometric height was determined by differential leveling and
 PQ1311.adjusted by the NATIONAL GEODETIC SURVEY
 PQ1311.in June 1995.
 PQ1311
 PQ1311.Significant digits in the geoid height do not necessarily reflect accuracy.
 PQ1311.GEOID18 height accuracy estimate available here.
 PQ1311
 PQ1311.Click photographs - Photos may exist for this station.
 PQ1311
 PQ1311.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 PQ1311
 PQ1311.The Laplace correction was computed from DEFLEC18 derived deflections.
 PQ1311
 PQ1311.The ellipsoidal height was determined by GPS observations
 PQ1311.and is referenced to NAD 83.
 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. The following values were computed from the NAD 83(2011) position.
 PQ1311
 PQ1311;                    North         East     Units Scale Factor Converg.
 PQ1311;SPC MN S     -   217,362.168   708,628.438   MT  0.99995283   -0 47 57.3
 PQ1311;SPC MN S     -   713,129.05  2,324,891.80   sFT  0.99995283   -0 47 57.3
 PQ1311;UTM  15      - 4,879,710.695   328,550.277   MT  0.99996154   -1 29 18.5
 PQ1311
 PQ1311!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PQ1311!SPC MN S     -   0.99993510  x   0.99995283  =   0.99988793
 PQ1311!UTM  15      -   0.99993510  x   0.99996154  =   0.99989664
 PQ1311
 PQ1311_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUJ2855079710(NAD 83)
 PQ1311
 PQ1311                          SUPERSEDED SURVEY CONTROL
 PQ1311
 PQ1311.No superseded survey control is available for this station.
 PQ1311
 PQ1311_MARKER: DB = BENCH MARK DISK
 PQ1311_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 PQ1311_STAMPING: 1701 R 1948
 PQ1311_MARK LOGO: MNHD
 PQ1311_PROJECTION: PROJECTING 3 CENTIMETERS
 PQ1311_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT
 PQ1311_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PQ1311_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PQ1311+SATELLITE: SATELLITE OBSERVATIONS - September 07, 2023
 PQ1311
 PQ1311  HISTORY     - Date     Condition        Report By
 PQ1311  HISTORY     - 1948     MONUMENTED       MNHD
 PQ1311  HISTORY     - 19810401 GOOD             MNDT
 PQ1311  HISTORY     - 20051018 GOOD             MNDT
 PQ1311  HISTORY     - 20160609 GOOD             MNDT
 PQ1311  HISTORY     - 20190415 GOOD             MNDT
 PQ1311  HISTORY     - 20190424 GOOD             MNDT
 PQ1311  HISTORY     - 20230907 GOOD             MNDT
 PQ1311
 PQ1311                          STATION DESCRIPTION
 PQ1311
 PQ1311'DESCRIBED BY MN DEPT OF TRANSP 1981
 PQ1311'THE MARK IS LOCATED 2.8 MI (4.5 KM) EAST ALONG TRUNK HIGHWAY 30 FROM
 PQ1311'ITS JUNCTION WITH COURTHOUSE AVENUE IN JEFFERS AND IS NEAR HIGHWAY 30
 PQ1311'MILEPOINT 72.7 IN THE SE 1/4 OF SECTION 22, T107N, R36W.  THE MARK IS
 PQ1311'70.5 FT (21.5 M) NORTH OF AND 3 FT (0.9 M) LOWER THAN THE CENTERLINE
 PQ1311'OF HIGHWAY 30, 44 FT (13.4 M) WEST OF THE CENTER OF A TOWNSHIP ROAD,
 PQ1311'27.4 FT (8.4 M) SOUTHWEST OF A POWER POLE ON AN EAST-WEST LINE, 8.1
 PQ1311'FT (2.5 M) WEST OF POWER POLE NUMBER 314 AND 0.9 FT (0.3 M) SOUTH OF
 PQ1311'A STEEL WITNESS POST.  THE MARK, A STANDARD MNHD BENCH MARK DISK
 PQ1311'STAMPED---1701 R 1948---, IS SET IN THE TOP OF A MAGNETIC CONCRETE
 PQ1311'POST THAT PROJECTS 3 INCHES ABOVE GROUND LEVEL.
 PQ1311
 PQ1311                          STATION RECOVERY (2005)
 PQ1311
 PQ1311'RECOVERY NOTE BY MN DEPT OF TRANSP 2005 (MJA)
 PQ1311'RECOVERED AS DESCRIBED.
 PQ1311
 PQ1311                          STATION RECOVERY (2016)
 PQ1311
 PQ1311'RECOVERY NOTE BY MN DEPT OF TRANSP 2016 (KMS)
 PQ1311'RECOVERED AS DESCRIBED.
 PQ1311
 PQ1311                          STATION RECOVERY (2019)
 PQ1311
 PQ1311'RECOVERY NOTE BY MN DEPT OF TRANSP 2019 (KMS)
 PQ1311'RECOVERED AS DESCRIBED.
 PQ1311
 PQ1311                          STATION RECOVERY (2019)
 PQ1311
 PQ1311'RECOVERY NOTE BY MN DEPT OF TRANSP 2019 (KXJ)
 PQ1311'RECOVERED AS DESCRIBED.
 PQ1311
 PQ1311                          STATION RECOVERY (2023)
 PQ1311
 PQ1311'RECOVERY NOTE BY MN DEPT OF TRANSP 2023 (KMS)
 PQ1311'2.8 MI (4.5 KM) EAST OF JEFFERS, 2.5 MI (4.0 KM) EAST ALONG TRUNK
 PQ1311'HIGHWAY 30 FROM THE EAST JUNCTION OF TRUNK HIGHWAY 30 AND COUNTY ROAD
 PQ1311'52 IN JEFFERS, AT TRUNK HIGHWAY 30 MILE POINT 72.7, 70.5 FT (21.5 M)
 PQ1311'NORTH OF TRUNK HIGHWAY 30, 44.0 FT (13.4 M) WEST OF 470TH AVENUE, 8.1
 PQ1311'FT (2.5 M) WEST OF A POWER POLE NUMBER 314, 0.9 FT (27 CM) SOUTH OF A
 PQ1311'WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 PQ1309 ***********************************************************************
 PQ1309  DESIGNATION -  1701 T
 PQ1309  PID         -  PQ1309
 PQ1309  STATE/COUNTY-  MN/COTTONWOOD
 PQ1309  COUNTRY     -  US
 PQ1309  USGS QUAD   -  SANBORN SE (2019)
 PQ1309
 PQ1309                         *CURRENT SURVEY CONTROL
 PQ1309  ______________________________________________________________________
 PQ1309* NAD 83(2011) POSITION- 44 03 00.38886(N) 095 07 13.88628(W)   ADJUSTED
 PQ1309* NAD 83(2011) ELLIP HT-   412.793 (meters)        (06/07/19)   ADJUSTED
 PQ1309* NAD 83(2011) EPOCH   -  2010.00
 PQ1309* NAVD 88 ORTHO HEIGHT -   440.095 (meters)     1443.88  (feet) ADJUSTED
 PQ1309  ______________________________________________________________________
 PQ1309  GEOID HEIGHT    -        -27.304 (meters)                     GEOID18
 PQ1309  NAD 83(2011) X  -   -409,832.381 (meters)                     COMP
 PQ1309  NAD 83(2011) Y  - -4,573,578.126 (meters)                     COMP
 PQ1309  NAD 83(2011) Z  -  4,412,381.954 (meters)                     COMP
 PQ1309  LAPLACE CORR    -         -3.89  (seconds)                    DEFLEC18
 PQ1309  DYNAMIC HEIGHT  -        440.008 (meters)     1443.59  (feet) COMP
 PQ1309  MODELED GRAVITY -    980,407.6   (mgal)                       NAVD 88
 PQ1309
 PQ1309  VERT ORDER      -  SECOND    CLASS I
 PQ1309
 PQ1309  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 PQ1309  Standards:
 PQ1309         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 PQ1309            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 PQ1309  -------------------------------------------------------------------
 PQ1309  NETWORK    0.67   1.22           0.31   0.22   0.62     -0.03465138
 PQ1309  -------------------------------------------------------------------
 PQ1309  Click here for local accuracies and other accuracy information.
 PQ1309
 PQ1309.The horizontal coordinates were established by GPS observations
 PQ1309.and adjusted by the MN DEPT OF TRANSP in June 2019.
 PQ1309
 PQ1309.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 PQ1309.been affixed to the stable North American tectonic plate. See 
 PQ1309.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 PQ1309
 PQ1309.The horizontal coordinates are valid at the epoch date displayed above
 PQ1309.which is a decimal equivalence of Year/Month/Day.
 PQ1309
 PQ1309.The orthometric height was determined by differential leveling and
 PQ1309.adjusted by the NATIONAL GEODETIC SURVEY
 PQ1309.in June 1995.
 PQ1309
 PQ1309.Significant digits in the geoid height do not necessarily reflect accuracy.
 PQ1309.GEOID18 height accuracy estimate available here.
 PQ1309
 PQ1309.Click photographs - Photos may exist for this station.
 PQ1309
 PQ1309.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 PQ1309
 PQ1309.The Laplace correction was computed from DEFLEC18 derived deflections.
 PQ1309
 PQ1309.The ellipsoidal height was determined by GPS observations
 PQ1309.and is referenced to NAD 83.
 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. The following values were computed from the NAD 83(2011) position.
 PQ1309
 PQ1309;                    North         East     Units Scale Factor Converg.
 PQ1309;SPC MN S     -   217,294.849   710,209.754   MT  0.99995288   -0 47 07.5
 PQ1309;SPC MN S     -   712,908.18  2,330,079.83   sFT  0.99995288   -0 47 07.5
 PQ1309;UTM  15      - 4,879,624.358   330,130.678   MT  0.99995490   -1 28 29.0
 PQ1309
 PQ1309!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PQ1309!SPC MN S     -   0.99993528  x   0.99995288  =   0.99988816
 PQ1309!UTM  15      -   0.99993528  x   0.99995490  =   0.99989018
 PQ1309
 PQ1309_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUJ3013079624(NAD 83)
 PQ1309
 PQ1309                          SUPERSEDED SURVEY CONTROL
 PQ1309
 PQ1309.No superseded survey control is available for this station.
 PQ1309
 PQ1309_MARKER: DB = BENCH MARK DISK
 PQ1309_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 PQ1309_STAMPING: 1701 T 1948
 PQ1309_MARK LOGO: MNHD
 PQ1309_PROJECTION: FLUSH
 PQ1309_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT
 PQ1309_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PQ1309_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PQ1309+SATELLITE: SATELLITE OBSERVATIONS - September 05, 2023
 PQ1309
 PQ1309  HISTORY     - Date     Condition        Report By
 PQ1309  HISTORY     - 1948     MONUMENTED       MNHD
 PQ1309  HISTORY     - 19810401 GOOD             MNDT
 PQ1309  HISTORY     - 20051018 GOOD             MNDT
 PQ1309  HISTORY     - 20160609 GOOD             MNDT
 PQ1309  HISTORY     - 20190415 GOOD             MNDT
 PQ1309  HISTORY     - 20190424 GOOD             MNDT
 PQ1309  HISTORY     - 20230905 GOOD             MNDT
 PQ1309
 PQ1309                          STATION DESCRIPTION
 PQ1309
 PQ1309'DESCRIBED BY MN DEPT OF TRANSP 1981
 PQ1309'THE MARK IS LOCATED IN THE SOUTHWEST QUADRANT AT JUNCTION OF TRUNK
 PQ1309'HIGHWAYS 71 AND 30 EAST OF JEFFERS AND IS NEAR HIGHWAY 71 MILEPOINT
 PQ1309'41.2 NEAR THE NE CORNER OF SECTION 26, T107N, R36W.  THE MARK IS
 PQ1309'137.5 FT (41.9 M) WEST OF AND 2 FT (0.6 M) LOWER THAN THE CENTERLINE
 PQ1309'OF HIGHWAY 71, 105.5 FT (32.2 M) WEST OF A STEEL ARC LIGHT POLE, 90
 PQ1309'FT (27.4 M) SOUTHWEST OF A STEEL POST FOR A FLASHING RED WARNING
 PQ1309'LIGHT, 72 FT (21.9 M) SOUTH OF THE CENTERLINE OF HIGHWAY 30 AND 0.7
 PQ1309'FT (0.2 M) NORTH OF A STEEL WITNESS POST.  THE MARK, A STANDARD MNHD
 PQ1309'BENCH MARK DISK STAMPED---1701 T 1948---, IS SET IN THE TOP OF A
 PQ1309'MAGNETIC CONCRETE POST THAT IS BURIED 3 INCHES BELOW THE SURFACE OF
 PQ1309'THE GROUND.
 PQ1309
 PQ1309                          STATION RECOVERY (2005)
 PQ1309
 PQ1309'RECOVERY NOTE BY MN DEPT OF TRANSP 2005 (MJA)
 PQ1309'RECOVERED AS DESCRIBED.
 PQ1309
 PQ1309                          STATION RECOVERY (2016)
 PQ1309
 PQ1309'RECOVERY NOTE BY MN DEPT OF TRANSP 2016 (KMS)
 PQ1309'RECOVERED AS DESCRIBED.
 PQ1309
 PQ1309                          STATION RECOVERY (2019)
 PQ1309
 PQ1309'RECOVERY NOTE BY MN DEPT OF TRANSP 2019 (KMS)
 PQ1309'RECOVERED AS DESCRIBED.
 PQ1309
 PQ1309                          STATION RECOVERY (2019)
 PQ1309
 PQ1309'RECOVERY NOTE BY MN DEPT OF TRANSP 2019 (MPP)
 PQ1309'RECOVERED AS DESCRIBED.
 PQ1309
 PQ1309                          STATION RECOVERY (2023)
 PQ1309
 PQ1309'RECOVERY NOTE BY MN DEPT OF TRANSP 2023 (KMS)
 PQ1309'3.8 MI (6.1 KM) EAST OF JEFFERS, 3.5 MI (5.6 KM) EAST ALONG TRUNK
 PQ1309'HIGHWAY 30 FROM THE EAST JUNCTION OF TRUNK HIGHWAY 30 AND COUNTY ROAD
 PQ1309'52 IN JEFFERS, AT TRUNK HIGHWAY 71 MILE POINT 41.2, 137.5 FT (41.9 M)
 PQ1309'WEST OF TRUNK HIGHWAY 71, 72.0 FT (21.9 M) SOUTH OF TRUNK HIGHWAY 30,
 PQ1309'105.5 FT (32.2 M) WEST OF A LIGHT POLE, 0.7 FT (21 CM) NORTH OF A
 PQ1309'WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DK2699 ***********************************************************************
 DK2699  DESIGNATION -  1701 Y
 DK2699  PID         -  DK2699
 DK2699  STATE/COUNTY-  MN/COTTONWOOD
 DK2699  COUNTRY     -  US
 DK2699  USGS QUAD   -  JEFFERS (2019)
 DK2699
 DK2699                         *CURRENT SURVEY CONTROL
 DK2699  ______________________________________________________________________
 DK2699* NAD 83(1986) POSITION- 44 03 00.78   (N) 095 07 46.67   (W)   HD_HELD1
 DK2699* NAVD 88 ORTHO HEIGHT -   437.605 (meters)     1435.71  (feet) ADJUSTED
 DK2699  ______________________________________________________________________
 DK2699  GEOID HEIGHT    -        -27.290 (meters)                     GEOID18
 DK2699  DYNAMIC HEIGHT  -        437.519 (meters)     1435.43  (feet) COMP
 DK2699  MODELED GRAVITY -    980,407.7   (mgal)                       NAVD 88
 DK2699
 DK2699  VERT ORDER      -  SECOND    CLASS I
 DK2699
 DK2699.The horizontal coordinates were determined by differentially corrected
 DK2699.hand held GPS observations or other comparable positioning techniques
 DK2699.and have an estimated accuracy of +/- 3 meters.
 DK2699
 DK2699.The orthometric height was determined by differential leveling and
 DK2699.adjusted by the NATIONAL GEODETIC SURVEY
 DK2699.in June 2008.
 DK2699
 DK2699.Significant digits in the geoid height do not necessarily reflect accuracy.
 DK2699.GEOID18 height accuracy estimate available here.
 DK2699
 DK2699.Click photographs - Photos may exist for this station.
 DK2699
 DK2699.The dynamic height is computed by dividing the NAVD 88
 DK2699.geopotential number by the normal gravity value computed on the
 DK2699.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK2699.degrees latitude (g = 980.6199 gals.).
 DK2699
 DK2699.The modeled gravity was interpolated from observed gravity values.
 DK2699
 DK2699;                    North         East    Units  Estimated Accuracy
 DK2699;SPC MN S     -   217,317.0     709,480.2     MT  (+/- 3 meters HH1 GPS) 
 DK2699
 DK2699_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUJ2940179655(NAD 83)
 DK2699
 DK2699                          SUPERSEDED SURVEY CONTROL
 DK2699
 DK2699.No superseded survey control is available for this station.
 DK2699
 DK2699_MARKER: DD = SURVEY DISK
 DK2699_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 DK2699_SP_SET: BOX CULVERT HEADWALL
 DK2699_STAMPING: 1701 Y 2005
 DK2699_MARK LOGO: MNDT
 DK2699_MAGNETIC: N = NO MAGNETIC MATERIAL
 DK2699_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DK2699+STABILITY: SURFACE MOTION
 DK2699_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DK2699+SATELLITE: SATELLITE OBSERVATIONS - September 07, 2023
 DK2699
 DK2699  HISTORY     - Date     Condition        Report By
 DK2699  HISTORY     - 2005     MONUMENTED       MNDT
 DK2699  HISTORY     - 20160609 GOOD             MNDT
 DK2699  HISTORY     - 20190415 GOOD             MNDT
 DK2699  HISTORY     - 20230907 GOOD             MNDT
 DK2699
 DK2699                          STATION DESCRIPTION
 DK2699
 DK2699'DESCRIBED BY MN DEPT OF TRANSP 2005
 DK2699'3.0 MI (4.8 KM) EAST OF JEFFERS IN HEADWALL BOX CULVERT IN NORTHEAST
 DK2699'CORNER OF TRUNK HIGHWAY 30 CULVERT NUMBER 8166 OVER LITTLE COTTONWOOD
 DK2699'RIVER, 3.3 MI (5.3 KM) EAST ALONG TRUNK HIGHWAY 30 FROM THE JUNCTION
 DK2699'OF TRUNK HIGHWAY 30 AND COUNTY ROAD 52 IN JEFFERS, AT TRUNK HIGHWAY 30
 DK2699'MILE POINT 73.2, 41.2 FT (12.6 M) SOUTH OF TRUNK HIGHWAY 30.
 DK2699
 DK2699                          STATION RECOVERY (2016)
 DK2699
 DK2699'RECOVERY NOTE BY MN DEPT OF TRANSP 2016 (KMS)
 DK2699'RECOVERED AS DESCRIBED.
 DK2699
 DK2699                          STATION RECOVERY (2019)
 DK2699
 DK2699'RECOVERY NOTE BY MN DEPT OF TRANSP 2019 (KMS)
 DK2699'RECOVERED AS DESCRIBED.
 DK2699
 DK2699                          STATION RECOVERY (2023)
 DK2699
 DK2699'RECOVERY NOTE BY MN DEPT OF TRANSP 2023 (KMS)
 DK2699'3.0 MI (4.8 KM) EAST OF JEFFERS, 3.0 MI (4.8 KM) EAST ALONG TRUNK
 DK2699'HIGHWAY 30 FROM THE EAST JUNCTION OF TRUNK HIGHWAY 30 AND COUNTY ROAD
 DK2699'52 IN JEFFERS, IN A HEADWALL OF A BOX CULVERT IN THE NORTHEAST CORNER
 DK2699'OF TRUNK HIGHWAY 30 CULVERT NUMBER 8166 OVER THE LITTLE COTTONWOOD
 DK2699'RIVER, AT TRUNK HIGHWAY 30 MILE POINT 73.2, 41.2 FT (12.6 M) SOUTH OF
 DK2699'TRUNK HIGHWAY 30.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DK2700 ***********************************************************************
 DK2700  DESIGNATION -  1701 Z
 DK2700  PID         -  DK2700
 DK2700  STATE/COUNTY-  MN/COTTONWOOD
 DK2700  COUNTRY     -  US
 DK2700  USGS QUAD   -  JEFFERS (2019)
 DK2700
 DK2700                         *CURRENT SURVEY CONTROL
 DK2700  ______________________________________________________________________
 DK2700* NAD 83(2011) POSITION- 44 03 00.61043(N) 095 10 49.43772(W)   ADJUSTED
 DK2700* NAD 83(2011) ELLIP HT-   420.214 (meters)        (06/07/19)   ADJUSTED
 DK2700* NAD 83(2011) EPOCH   -  2010.00
 DK2700* NAVD 88 ORTHO HEIGHT -   447.423 (meters)     1467.92  (feet) ADJUSTED
 DK2700  ______________________________________________________________________
 DK2700  GEOID HEIGHT    -        -27.209 (meters)                     GEOID18
 DK2700  NAD 83(2011) X  -   -414,611.702 (meters)                     COMP
 DK2700  NAD 83(2011) Y  - -4,573,147.921 (meters)                     COMP
 DK2700  NAD 83(2011) Z  -  4,412,392.030 (meters)                     COMP
 DK2700  LAPLACE CORR    -         -3.94  (seconds)                    DEFLEC18
 DK2700  DYNAMIC HEIGHT  -        447.336 (meters)     1467.63  (feet) COMP
 DK2700  MODELED GRAVITY -    980,408.6   (mgal)                       NAVD 88
 DK2700
 DK2700  VERT ORDER      -  SECOND    CLASS I
 DK2700
 DK2700  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DK2700  Standards:
 DK2700         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DK2700            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DK2700  -------------------------------------------------------------------
 DK2700  NETWORK    0.70   1.25           0.32   0.24   0.64     -0.00970590
 DK2700  -------------------------------------------------------------------
 DK2700  Click here for local accuracies and other accuracy information.
 DK2700
 DK2700.The horizontal coordinates were established by GPS observations
 DK2700.and adjusted by the MN DEPT OF TRANSP in June 2019.
 DK2700
 DK2700.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DK2700.been affixed to the stable North American tectonic plate. See 
 DK2700.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DK2700
 DK2700.The horizontal coordinates are valid at the epoch date displayed above
 DK2700.which is a decimal equivalence of Year/Month/Day.
 DK2700
 DK2700.The orthometric height was determined by differential leveling and
 DK2700.adjusted by the NATIONAL GEODETIC SURVEY
 DK2700.in April 2020.
 DK2700
 DK2700.Significant digits in the geoid height do not necessarily reflect accuracy.
 DK2700.GEOID18 height accuracy estimate available here.
 DK2700
 DK2700.Click photographs - Photos may exist for this station.
 DK2700
 DK2700.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DK2700
 DK2700.The Laplace correction was computed from DEFLEC18 derived deflections.
 DK2700
 DK2700.The ellipsoidal height was determined by GPS observations
 DK2700.and is referenced to NAD 83.
 DK2700
 DK2700.The dynamic height is computed by dividing the NAVD 88
 DK2700.geopotential number by the normal gravity value computed on the
 DK2700.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK2700.degrees latitude (g = 980.6199 gals.).
 DK2700
 DK2700.The modeled gravity was interpolated from observed gravity values.
 DK2700
 DK2700. The following values were computed from the NAD 83(2011) position.
 DK2700
 DK2700;                    North         East     Units Scale Factor Converg.
 DK2700;SPC MN S     -   217,369.214   705,412.220   MT  0.99995288   -0 49 38.5
 DK2700;SPC MN S     -   713,152.16  2,314,339.93   sFT  0.99995288   -0 49 38.5
 DK2700;UTM  15      - 4,879,756.423   325,334.327   MT  0.99997523   -1 30 59.0
 DK2700
 DK2700!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DK2700!SPC MN S     -   0.99993411  x   0.99995288  =   0.99988700
 DK2700!UTM  15      -   0.99993411  x   0.99997523  =   0.99990934
 DK2700
 DK2700_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUJ2533479756(NAD 83)
 DK2700
 DK2700                          SUPERSEDED SURVEY CONTROL
 DK2700
 DK2700  NAVD 88 (06/04/08)  447.424  (m)         1467.92   (f) SUPERSEDED  2 1
 DK2700
 DK2700.Superseded values are not recommended for survey control.
 DK2700
 DK2700.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK2700.See file dsdata.pdf to determine how the superseded data were derived.
 DK2700
 DK2700_MARKER: DD = SURVEY DISK
 DK2700_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DK2700_STAMPING: 1701 Z 2005
 DK2700_MARK LOGO: MNDT
 DK2700_PROJECTION: RECESSED 10 CENTIMETERS
 DK2700_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DK2700_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DK2700_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DK2700+SATELLITE: SATELLITE OBSERVATIONS - September 07, 2023
 DK2700_ROD/PIPE-DEPTH: 6.1 meters
 DK2700
 DK2700  HISTORY     - Date     Condition        Report By
 DK2700  HISTORY     - 20051108 MONUMENTED       MNDT
 DK2700  HISTORY     - 20160616 GOOD             MNDT
 DK2700  HISTORY     - 20190415 GOOD             MNDT
 DK2700  HISTORY     - 20190425 GOOD             MNDT
 DK2700  HISTORY     - 20230907 GOOD             MNDT
 DK2700
 DK2700                          STATION DESCRIPTION
 DK2700
 DK2700'DESCRIBED BY MN DEPT OF TRANSP 2005
 DK2700'0.5 MI (0.8 KM) SOUTHEAST OF JEFFERS, 0.5 MI (0.8 KM) EAST ALONG TRUNK
 DK2700'HIGHWAY 30 FROM THE JUNCTION OF TRUNK HIGHWAY 30 AND COUNTY ROAD 52 IN
 DK2700'JEFFERS, AT TRUNK HIGHWAY 30 MILE POINT 70.70, 72.4 FT (22.1 M) SOUTH
 DK2700'OF TRUNK HIGHWAY 30, 52.5 FT (16.0 M) WEST OF COUNTY ROAD 4, 5.7 FT
 DK2700'(1.7 M) SOUTHWEST OF CABLE PEDESTAL NUMBER A7A, 1.0 FT (0.3 M) NORTH
 DK2700'OF A WITNESS POST.
 DK2700
 DK2700                          STATION RECOVERY (2016)
 DK2700
 DK2700'RECOVERY NOTE BY MN DEPT OF TRANSP 2016 (KMS)
 DK2700'THE MARK IS LOCATED ABOUT 0.5 MI (0.8 KM) SOUTHEAST OF JEFFERS, 0.5 MI
 DK2700'(0.8 KM) EAST ALONG TRUNK HIGHWAY 30 FROM THE JUNCTION OF TRUNK
 DK2700'HIGHWAY 30 AND COUNTY ROAD 52 IN JEFFERS, AT TRUNK HIGHWAY 30 MILE
 DK2700'POINT 70.7, 72.4 FT (22.1 M) SOUTH OF TRUNK HIGHWAY 30, 52.5 FT (16.0
 DK2700'M) WEST OF COUNTY ROAD 4, 5.7 FT (1.7 M) SOUTHWEST OF CABLE PEDESTAL
 DK2700'NUMBER A7A, 1.0 FT (0.3 M) NORTH OF A WITNESS POST.
 DK2700
 DK2700                          STATION RECOVERY (2019)
 DK2700
 DK2700'RECOVERY NOTE BY MN DEPT OF TRANSP 2019 (KMS)
 DK2700'RECOVERED AS DESCRIBED.
 DK2700
 DK2700                          STATION RECOVERY (2019)
 DK2700
 DK2700'RECOVERY NOTE BY MN DEPT OF TRANSP 2019 (BXG)
 DK2700'RECOVERED AS DESCRIBED.
 DK2700
 DK2700                          STATION RECOVERY (2023)
 DK2700
 DK2700'RECOVERY NOTE BY MN DEPT OF TRANSP 2023 (KMS)
 DK2700'0.5 MI (0.8 KM) SOUTHEAST OF JEFFERS, 0.5 MI (0.8 KM) EAST ALONG TRUNK
 DK2700'HIGHWAY 30 FROM THE EAST JUNCTION OF TRUNK HIGHWAY 30 AND COUNTY ROAD
 DK2700'52 IN JEFFERS, AT TRUNK HIGHWAY 30 MILE POINT 70.7, 72.4 FT (22.1 M)
 DK2700'SOUTH OF TRUNK HIGHWAY 30, 52.5 FT (16.0 M) WEST OF COUNTY ROAD 4, 5.7
 DK2700'FT (1.7 M) SOUTHWEST OF CABLE PEDESTAL NUMBER A7A, 1.0 FT (0.3 M)
 DK2700'NORTH OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DQ6822 ***********************************************************************
 DQ6822  DESIGNATION -  1702 B
 DQ6822  PID         -  DQ6822
 DQ6822  STATE/COUNTY-  MN/COTTONWOOD
 DQ6822  COUNTRY     -  US
 DQ6822  USGS QUAD   -  SANBORN SE (2019)
 DQ6822
 DQ6822                         *CURRENT SURVEY CONTROL
 DQ6822  ______________________________________________________________________
 DQ6822* NAD 83(1986) POSITION- 44 03 02.01   (N) 095 05 24.44   (W)   HD_HELD1
 DQ6822* NAVD 88 ORTHO HEIGHT -   428.672 (meters)     1406.40  (feet) ADJUSTED
 DQ6822  ______________________________________________________________________
 DQ6822  GEOID HEIGHT    -        -27.353 (meters)                     GEOID18
 DQ6822  DYNAMIC HEIGHT  -        428.587 (meters)     1406.12  (feet) COMP
 DQ6822  MODELED GRAVITY -    980,408.1   (mgal)                       NAVD 88
 DQ6822
 DQ6822  VERT ORDER      -  SECOND    CLASS I
 DQ6822
 DQ6822.The horizontal coordinates were determined by differentially corrected
 DQ6822.hand held GPS observations or other comparable positioning techniques
 DQ6822.and have an estimated accuracy of +/- 3 meters.
 DQ6822
 DQ6822.The orthometric height was determined by differential leveling and
 DQ6822.adjusted by the NATIONAL GEODETIC SURVEY
 DQ6822.in May 2019.
 DQ6822
 DQ6822.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ6822.GEOID18 height accuracy estimate available here.
 DQ6822
 DQ6822.Click photographs - Photos may exist for this station.
 DQ6822
 DQ6822.The dynamic height is computed by dividing the NAVD 88
 DQ6822.geopotential number by the normal gravity value computed on the
 DQ6822.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ6822.degrees latitude (g = 980.6199 gals.).
 DQ6822
 DQ6822.The modeled gravity was interpolated from observed gravity values.
 DQ6822
 DQ6822;                    North         East    Units  Estimated Accuracy
 DQ6822;SPC MN S     -   217,311.9     712,646.4     MT  (+/- 3 meters HH1 GPS) 
 DQ6822
 DQ6822_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUJ3256779612(NAD 83)
 DQ6822
 DQ6822                          SUPERSEDED SURVEY CONTROL
 DQ6822
 DQ6822.No superseded survey control is available for this station.
 DQ6822
 DQ6822_MARKER: DB = BENCH MARK DISK
 DQ6822_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 DQ6822_STAMPING: 1702 B 1958
 DQ6822_MARK LOGO: MNHD
 DQ6822_PROJECTION: RECESSED 5 CENTIMETERS
 DQ6822_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DQ6822_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DQ6822_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ6822+SATELLITE: SATELLITE OBSERVATIONS - September 05, 2023
 DQ6822
 DQ6822  HISTORY     - Date     Condition        Report By
 DQ6822  HISTORY     - 19580401 MONUMENTED       MNHD
 DQ6822  HISTORY     - 20160615 GOOD             MNDT
 DQ6822  HISTORY     - 20210427 GOOD             MNDT
 DQ6822  HISTORY     - 20230905 GOOD             MNDT
 DQ6822
 DQ6822                          STATION DESCRIPTION
 DQ6822
 DQ6822'DESCRIBED BY MN DEPT OF TRANSP 2016 (KMS)
 DQ6822'THE MARK IS LOCATED ABOUT 5.3 MI (8.5 KM) EAST OF JEFFERS.
 DQ6822'
 DQ6822'TO REACH THE MARK GO 5.4 MI (8.7 KM) EAST ALONG TRUNK HIGHWAY 30 FROM
 DQ6822'THE JUNCTION OF TRUNK HIGHWAY 30 AND COUNTY ROAD 4 IN JEFFERS, AT
 DQ6822'TRUNK HIGHWAY 30 MILE POINT 75.2, 1.5 MI (2.4 KM) EAST OF THE JUNCTION
 DQ6822'OF TRUNK HIGHWAY 30 AND TRUNK HIGHWAY 71.
 DQ6822'
 DQ6822'THE MARK IS LOCATED 79.0 FT (24.1 M) NORTH OF TRUNK HIGHWAY 30, 1.0 FT
 DQ6822'(0.3 M) SOUTH OF A WITNESS POST.
 DQ6822
 DQ6822                          STATION RECOVERY (2021)
 DQ6822
 DQ6822'RECOVERY NOTE BY MN DEPT OF TRANSP 2021 (KMS)
 DQ6822'RECOVERED IN GOOD CONDITION.
 DQ6822
 DQ6822                          STATION RECOVERY (2023)
 DQ6822
 DQ6822'RECOVERY NOTE BY MN DEPT OF TRANSP 2023 (KMS)
 DQ6822'5.3 MI (8.5 KM) EAST OF JEFFERS, 5.4 MI (8.7 KM) EAST ALONG TRUNK
 DQ6822'HIGHWAY 30 FROM THE JUNCTION OF TRUNK HIGHWAY 30 AND COUNTY ROAD 4 IN
 DQ6822'JEFFERS, AT TRUNK HIGHWAY 30 MILE POINT 75.2, 1.5 MI (2.4 KM) EAST OF
 DQ6822'THE JUNCTION OF TRUNK HIGHWAY 30 AND TRUNK HIGHWAY 71, 79.0 FT (24.1
 DQ6822'M) NORTH OF TRUNK HIGHWAY 30, 1.0 FT (0.3 M) SOUTH OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DQ6824 ***********************************************************************
 DQ6824  DESIGNATION -  1702 D
 DQ6824  PID         -  DQ6824
 DQ6824  STATE/COUNTY-  MN/COTTONWOOD
 DQ6824  COUNTRY     -  US
 DQ6824  USGS QUAD   -  SANBORN SE (2019)
 DQ6824
 DQ6824                         *CURRENT SURVEY CONTROL
 DQ6824  ______________________________________________________________________
 DQ6824* NAD 83(1986) POSITION- 44 03 02.48   (N) 095 04 12.17   (W)   HD_HELD1
 DQ6824* NAVD 88 ORTHO HEIGHT -   411.798 (meters)     1351.04  (feet) ADJUSTED
 DQ6824  ______________________________________________________________________
 DQ6824  GEOID HEIGHT    -        -27.386 (meters)                     GEOID18
 DQ6824  DYNAMIC HEIGHT  -        411.718 (meters)     1350.78  (feet) COMP
 DQ6824  MODELED GRAVITY -    980,409.7   (mgal)                       NAVD 88
 DQ6824
 DQ6824  VERT ORDER      -  SECOND    CLASS I
 DQ6824
 DQ6824.The horizontal coordinates were determined by differentially corrected
 DQ6824.hand held GPS observations or other comparable positioning techniques
 DQ6824.and have an estimated accuracy of +/- 3 meters.
 DQ6824
 DQ6824.The orthometric height was determined by differential leveling and
 DQ6824.adjusted by the NATIONAL GEODETIC SURVEY
 DQ6824.in May 2019.
 DQ6824
 DQ6824.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ6824.GEOID18 height accuracy estimate available here.
 DQ6824
 DQ6824.Click photographs - Photos may exist for this station.
 DQ6824
 DQ6824.The dynamic height is computed by dividing the NAVD 88
 DQ6824.geopotential number by the normal gravity value computed on the
 DQ6824.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ6824.degrees latitude (g = 980.6199 gals.).
 DQ6824
 DQ6824.The modeled gravity was interpolated from observed gravity values.
 DQ6824
 DQ6824;                    North         East    Units  Estimated Accuracy
 DQ6824;SPC MN S     -   217,305.2     714,255.2     MT  (+/- 3 meters HH1 GPS) 
 DQ6824
 DQ6824_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUJ3417579586(NAD 83)
 DQ6824
 DQ6824                          SUPERSEDED SURVEY CONTROL
 DQ6824
 DQ6824.No superseded survey control is available for this station.
 DQ6824
 DQ6824_MARKER: DB = BENCH MARK DISK
 DQ6824_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 DQ6824_STAMPING: 1702 D 1958
 DQ6824_MARK LOGO: MNHD
 DQ6824_PROJECTION: RECESSED 46 CENTIMETERS
 DQ6824_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DQ6824_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DQ6824_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DQ6824+SATELLITE: SATELLITE OBSERVATIONS - September 05, 2023
 DQ6824
 DQ6824  HISTORY     - Date     Condition        Report By
 DQ6824  HISTORY     - 19580401 MONUMENTED       MNHD
 DQ6824  HISTORY     - 20160615 GOOD             MNDT
 DQ6824  HISTORY     - 20230905 GOOD             MNDT
 DQ6824
 DQ6824                          STATION DESCRIPTION
 DQ6824
 DQ6824'DESCRIBED BY MN DEPT OF TRANSP 2016 (KMS)
 DQ6824'THE MARK IS LOCATED ABOUT 6.3 MI (10.1 KM) EAST OF JEFFERS.
 DQ6824'
 DQ6824'TO REACH THE MARK GO 6.4 MI (10.3 KM) EAST ALONG TRUNK HIGHWAY 30 FROM
 DQ6824'THE JUNCTION OF TRUNK HIGHWAY 30 AND COUNTY ROAD 4 IN JEFFERS, 2.5 MI
 DQ6824'(4.0 KM) EAST OF THE JUNCTION OF TRUNK HIGHWAY 30 AND TRUNK HIGHWAY
 DQ6824'71, AT TRUNK HIGHWAY 30 MILE POINT 76.2.
 DQ6824'
 DQ6824'THE MARK IS LOCATED 66.0 FT (20.1 M) NORTH OF TRUNK HIGHWAY 30, 24.5
 DQ6824'FT (7.5 M) WEST-NORTHWEST OF A WITNESS POST.
 DQ6824
 DQ6824                          STATION RECOVERY (2023)
 DQ6824
 DQ6824'RECOVERY NOTE BY MN DEPT OF TRANSP 2023 (KMS)
 DQ6824'6.3 MI (10.1 KM) EAST OF JEFFERS, 6.4 MI (10.3 KM) EAST ALONG TRUNK
 DQ6824'HIGHWAY 30 FROM THE JUNCTION OF TRUNK HIGHWAY 30 AND COUNTY ROAD 4 IN
 DQ6824'JEFFERS, 2.5 MI (4.0 KM) EAST OF THE JUNCTION OF TRUNK HIGHWAY 30 AND
 DQ6824'TRUNK HIGHWAY 71, AT TRUNK HIGHWAY 30 MILE POINT 76.2, 66.0 FT (20.1
 DQ6824'M) NORTH OF TRUNK HIGHWAY 30.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DQ6826 ***********************************************************************
 DQ6826  DESIGNATION -  1702 F
 DQ6826  PID         -  DQ6826
 DQ6826  STATE/COUNTY-  MN/COTTONWOOD
 DQ6826  COUNTRY     -  US
 DQ6826  USGS QUAD   -  SANBORN SE (2019)
 DQ6826
 DQ6826                         *CURRENT SURVEY CONTROL
 DQ6826  ______________________________________________________________________
 DQ6826* NAD 83(1986) POSITION- 44 03 00.77   (N) 095 02 59.64   (W)   HD_HELD1
 DQ6826* NAVD 88 ORTHO HEIGHT -   402.464 (meters)     1320.42  (feet) ADJUSTED
 DQ6826  ______________________________________________________________________
 DQ6826  GEOID HEIGHT    -        -27.418 (meters)                     GEOID18
 DQ6826  DYNAMIC HEIGHT  -        402.385 (meters)     1320.16  (feet) COMP
 DQ6826  MODELED GRAVITY -    980,411.1   (mgal)                       NAVD 88
 DQ6826
 DQ6826  VERT ORDER      -  SECOND    CLASS I
 DQ6826
 DQ6826.The horizontal coordinates were determined by differentially corrected
 DQ6826.hand held GPS observations or other comparable positioning techniques
 DQ6826.and have an estimated accuracy of +/- 3 meters.
 DQ6826
 DQ6826.The orthometric height was determined by differential leveling and
 DQ6826.adjusted by the NATIONAL GEODETIC SURVEY
 DQ6826.in May 2019.
 DQ6826
 DQ6826.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ6826.GEOID18 height accuracy estimate available here.
 DQ6826
 DQ6826.Click photographs - Photos may exist for this station.
 DQ6826
 DQ6826.The dynamic height is computed by dividing the NAVD 88
 DQ6826.geopotential number by the normal gravity value computed on the
 DQ6826.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ6826.degrees latitude (g = 980.6199 gals.).
 DQ6826
 DQ6826.The modeled gravity was interpolated from observed gravity values.
 DQ6826
 DQ6826;                    North         East    Units  Estimated Accuracy
 DQ6826;SPC MN S     -   217,231.5     715,868.8     MT  (+/- 3 meters HH1 GPS) 
 DQ6826
 DQ6826_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUJ3578879492(NAD 83)
 DQ6826
 DQ6826                          SUPERSEDED SURVEY CONTROL
 DQ6826
 DQ6826.No superseded survey control is available for this station.
 DQ6826
 DQ6826_MARKER: DB = BENCH MARK DISK
 DQ6826_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 DQ6826_STAMPING: 1702 F 1958
 DQ6826_MARK LOGO: MNHD
 DQ6826_PROJECTION: FLUSH
 DQ6826_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DQ6826_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DQ6826_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DQ6826+SATELLITE: SATELLITE OBSERVATIONS - September 05, 2023
 DQ6826
 DQ6826  HISTORY     - Date     Condition        Report By
 DQ6826  HISTORY     - 19580401 MONUMENTED       MNHD
 DQ6826  HISTORY     - 20160615 GOOD             MNDT
 DQ6826  HISTORY     - 20210427 GOOD             MNDT
 DQ6826  HISTORY     - 20230905 GOOD             MNDT
 DQ6826
 DQ6826                          STATION DESCRIPTION
 DQ6826
 DQ6826'DESCRIBED BY MN DEPT OF TRANSP 2016 (KMS)
 DQ6826'THE MARK IS LOCATED ABOUT 7.3 MI (11.7 KM) EAST OF JEFFERS.
 DQ6826'
 DQ6826'TO REACH THE MARK GO 7.4 MI (11.9 KM) EAST ALONG TRUNK HIGHWAY 30 FROM
 DQ6826'THE JUNCTION OF TRUNK HIGHWAY 30 AND COUNTY ROAD 4 IN JEFFERS, 3.5 MI
 DQ6826'(5.6 KM) EAST OF THE JUNCTION OF TRUNK HIGHWAY 30 AND TRUNK HIGHWAY
 DQ6826'71, AT TRUNK HIGHWAY 30 MILE POINT 77.2.
 DQ6826'
 DQ6826'THE MARK IS LOCATED 82.0 FT (25.0 M) SOUTH OF TRUNK HIGHWAY 30, 0.5 FT
 DQ6826'(15 CM) NORTH OF A WITNESS POST.
 DQ6826
 DQ6826                          STATION RECOVERY (2021)
 DQ6826
 DQ6826'RECOVERY NOTE BY MN DEPT OF TRANSP 2021 (KMS)
 DQ6826'RECOVERED IN GOOD CONDITION.
 DQ6826
 DQ6826                          STATION RECOVERY (2023)
 DQ6826
 DQ6826'RECOVERY NOTE BY MN DEPT OF TRANSP 2023 (KMS)
 DQ6826'7.3 MI (11.7 KM) EAST OF JEFFERS, 7.4 MI (11.9 KM) EAST ALONG TRUNK
 DQ6826'HIGHWAY 30 FROM THE JUNCTION OF TRUNK HIGHWAY 30 AND COUNTY ROAD 4 IN
 DQ6826'JEFFERS, 3.5 MI (5.6 KM) EAST OF THE JUNCTION OF TRUNK HIGHWAY 30 AND
 DQ6826'TRUNK HIGHWAY 71, AT TRUNK HIGHWAY 30 MILE POINT 77.2, 82.0 FT (25.0
 DQ6826'M) SOUTH OF TRUNK HIGHWAY 30, 0.5 FT (15 CM) NORTH OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DH3892 ***********************************************************************
 DH3892  DESIGNATION -  1702 G
 DH3892  PID         -  DH3892
 DH3892  STATE/COUNTY-  MN/COTTONWOOD
 DH3892  COUNTRY     -  US
 DH3892  USGS QUAD   -  SANBORN SE (2019)
 DH3892
 DH3892                         *CURRENT SURVEY CONTROL
 DH3892  ______________________________________________________________________
 DH3892* NAD 83(2011) POSITION- 44 02 59.45770(N) 095 02 23.09492(W)   ADJUSTED
 DH3892* NAD 83(2011) ELLIP HT-   372.954 (meters)        (06/27/12)   ADJUSTED
 DH3892* NAD 83(2011) EPOCH   -  2010.00
 DH3892* NAVD 88 ORTHO HEIGHT -   400.383 (meters)     1313.59  (feet) ADJUSTED
 DH3892  ______________________________________________________________________
 DH3892  GEOID HEIGHT    -        -27.434 (meters)                     GEOID18
 DH3892  NAD 83(2011) X  -   -403,383.402 (meters)                     COMP
 DH3892  NAD 83(2011) Y  - -4,574,142.745 (meters)                     COMP
 DH3892  NAD 83(2011) Z  -  4,412,333.597 (meters)                     COMP
 DH3892  LAPLACE CORR    -         -3.95  (seconds)                    DEFLEC18
 DH3892  DYNAMIC HEIGHT  -        400.305 (meters)     1313.33  (feet) COMP
 DH3892  MODELED GRAVITY -    980,411.7   (mgal)                       NAVD 88
 DH3892
 DH3892  VERT ORDER      -  SECOND    CLASS I
 DH3892
 DH3892  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DH3892  Standards:
 DH3892         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DH3892            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DH3892  -------------------------------------------------------------------
 DH3892  NETWORK    0.53   0.57           0.25   0.17   0.29      0.07716850
 DH3892  -------------------------------------------------------------------
 DH3892  Click here for local accuracies and other accuracy information.
 DH3892
 DH3892.The horizontal coordinates were established by GPS observations
 DH3892.and adjusted by the National Geodetic Survey in June 2012.
 DH3892
 DH3892.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DH3892.been affixed to the stable North American tectonic plate. See 
 DH3892.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DH3892
 DH3892.The horizontal coordinates are valid at the epoch date displayed above
 DH3892.which is a decimal equivalence of Year/Month/Day.
 DH3892
 DH3892.The orthometric height was determined by differential leveling and
 DH3892.adjusted by the NATIONAL GEODETIC SURVEY
 DH3892.in May 2019.
 DH3892
 DH3892.Significant digits in the geoid height do not necessarily reflect accuracy.
 DH3892.GEOID18 height accuracy estimate available here.
 DH3892
 DH3892.Click photographs - Photos may exist for this station.
 DH3892
 DH3892.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH3892
 DH3892.The Laplace correction was computed from DEFLEC18 derived deflections.
 DH3892
 DH3892.The ellipsoidal height was determined by GPS observations
 DH3892.and is referenced to NAD 83.
 DH3892
 DH3892.The dynamic height is computed by dividing the NAVD 88
 DH3892.geopotential number by the normal gravity value computed on the
 DH3892.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH3892.degrees latitude (g = 980.6199 gals.).
 DH3892
 DH3892.The modeled gravity was interpolated from observed gravity values.
 DH3892
 DH3892. The following values were computed from the NAD 83(2011) position.
 DH3892
 DH3892;                    North         East     Units Scale Factor Converg.
 DH3892;SPC MN S     -   217,180.583   716,681.748   MT  0.99995292   -0 43 43.6
 DH3892;SPC MN S     -   712,533.30  2,351,313.37   sFT  0.99995292   -0 43 43.6
 DH3892;UTM  15      - 4,879,432.217   336,600.755   MT  0.99992838   -1 25 06.7
 DH3892
 DH3892!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH3892!SPC MN S     -   0.99994152  x   0.99995292  =   0.99989445
 DH3892!UTM  15      -   0.99994152  x   0.99992838  =   0.99986991
 DH3892
 DH3892_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUJ3660079432(NAD 83)
 DH3892
 DH3892                          SUPERSEDED SURVEY CONTROL
 DH3892
 DH3892  NAD 83(2007)-  44 02 59.45774(N)    095 02 23.09582(W) AD(2002.00) 0
 DH3892  ELLIP H (02/10/07)  372.981  (m)                       GP(2002.00)    
 DH3892  NAD 83(1996)-  44 02 59.45718(N)    095 02 23.09504(W) AD(       ) 1
 DH3892  ELLIP H (05/30/05)  373.018  (m)                       GP(       ) 3 2
 DH3892  NAVD 88 (07/31/06)  400.4    (m)  UNKNOWN  model used  GPS OBS        
 DH3892  NAVD 88 (05/30/05)  400.4    (m)  GEOID03  model used  GPS OBS        
 DH3892
 DH3892.Superseded values are not recommended for survey control.
 DH3892
 DH3892.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH3892.See file dsdata.pdf to determine how the superseded data were derived.
 DH3892
 DH3892_MARKER: DB = BENCH MARK DISK
 DH3892_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 DH3892_STAMPING: 1702 G 1958 1313.216
 DH3892_MARK LOGO: MNHD
 DH3892_PROJECTION: FLUSH
 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 - September 05, 2023
 DH3892
 DH3892  HISTORY     - Date     Condition        Report By
 DH3892  HISTORY     - 1958     MONUMENTED       MNHD
 DH3892  HISTORY     - 20040625 GOOD             MNDT
 DH3892  HISTORY     - 20050719 GOOD             MNDT
 DH3892  HISTORY     - 20160615 GOOD             MNDT
 DH3892  HISTORY     - 20191017 GOOD             MNDT
 DH3892  HISTORY     - 20230905 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.
 DH3892
 DH3892                          STATION RECOVERY (2016)
 DH3892
 DH3892'RECOVERY NOTE BY MN DEPT OF TRANSP 2016 (MAS)
 DH3892'RECOVERED AS DESCRIBED.
 DH3892
 DH3892                          STATION RECOVERY (2019)
 DH3892
 DH3892'RECOVERY NOTE BY MN DEPT OF TRANSP 2019 (MPP)
 DH3892'7.8 MI (12.6 KM) EAST OF JEFFERS, 4.0 MI (6.4 KM) EAST ALONG TRUNK
 DH3892'HIGHWAY 30 FROM THE JUNCTION OF TRUNK HIGHWAY 30 AND TRUNK HIGHWAY 71
 DH3892'(THE JUNCTION IS 4.0 MI (6.4 KM) EAST OF JEFFERS), AT TRUNK HIGHWAY 30
 DH3892'MILE POINT 77.7, 201.2 FT (61.3 M) SOUTH OF TRUNK HIGHWAY 30, 37.6 FT
 DH3892'(11.5 M) EAST OF COUNTY ROAD 45, 0.7 FT (21 CM) WEST OF A WITNESS
 DH3892'POST.
 DH3892
 DH3892                          STATION RECOVERY (2023)
 DH3892
 DH3892'RECOVERY NOTE BY MN DEPT OF TRANSP 2023 (KMS)
 DH3892'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DQ6830 ***********************************************************************
 DQ6830  DESIGNATION -  1702 K
 DQ6830  PID         -  DQ6830
 DQ6830  STATE/COUNTY-  MN/COTTONWOOD
 DQ6830  COUNTRY     -  US
 DQ6830  USGS QUAD   -  COMFREY (2019)
 DQ6830
 DQ6830                         *CURRENT SURVEY CONTROL
 DQ6830  ______________________________________________________________________
 DQ6830* NAD 83(1986) POSITION- 44 02 58.56   (N) 094 58 11.13   (W)   HD_HELD1
 DQ6830* NAVD 88 ORTHO HEIGHT -   372.674 (meters)     1222.68  (feet) ADJUSTED
 DQ6830  ______________________________________________________________________
 DQ6830  GEOID HEIGHT    -        -27.536 (meters)                     GEOID18
 DQ6830  DYNAMIC HEIGHT  -        372.603 (meters)     1222.45  (feet) COMP
 DQ6830  MODELED GRAVITY -    980,415.9   (mgal)                       NAVD 88
 DQ6830
 DQ6830  VERT ORDER      -  SECOND    CLASS I
 DQ6830
 DQ6830.The horizontal coordinates were determined by differentially corrected
 DQ6830.hand held GPS observations or other comparable positioning techniques
 DQ6830.and have an estimated accuracy of +/- 3 meters.
 DQ6830
 DQ6830.The orthometric height was determined by differential leveling and
 DQ6830.adjusted by the NATIONAL GEODETIC SURVEY
 DQ6830.in May 2019.
 DQ6830
 DQ6830.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ6830.GEOID18 height accuracy estimate available here.
 DQ6830
 DQ6830.Click photographs - Photos may exist for this station.
 DQ6830
 DQ6830.The dynamic height is computed by dividing the NAVD 88
 DQ6830.geopotential number by the normal gravity value computed on the
 DQ6830.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ6830.degrees latitude (g = 980.6199 gals.).
 DQ6830
 DQ6830.The modeled gravity was interpolated from observed gravity values.
 DQ6830
 DQ6830;                    North         East    Units  Estimated Accuracy
 DQ6830;SPC MN S     -   217,083.9     722,289.7     MT  (+/- 3 meters HH1 GPS) 
 DQ6830
 DQ6830_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUJ4220679268(NAD 83)
 DQ6830
 DQ6830                          SUPERSEDED SURVEY CONTROL
 DQ6830
 DQ6830.No superseded survey control is available for this station.
 DQ6830
 DQ6830_MARKER: DB = BENCH MARK DISK
 DQ6830_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 DQ6830_STAMPING: 1702 K 1958
 DQ6830_MARK LOGO: MNHD
 DQ6830_PROJECTION: RECESSED 8 CENTIMETERS
 DQ6830_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DQ6830_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DQ6830_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DQ6830+SATELLITE: SATELLITE OBSERVATIONS - September 05, 2023
 DQ6830
 DQ6830  HISTORY     - Date     Condition        Report By
 DQ6830  HISTORY     - 19580401 MONUMENTED       MNHD
 DQ6830  HISTORY     - 20160615 GOOD             MNDT
 DQ6830  HISTORY     - 20210427 GOOD             MNDT
 DQ6830  HISTORY     - 20230905 GOOD             MNDT
 DQ6830
 DQ6830                          STATION DESCRIPTION
 DQ6830
 DQ6830'DESCRIBED BY MN DEPT OF TRANSP 2016 (MAS)
 DQ6830'THE MARK IS LOCATED ABOUT 6.5 MI (10.5 KM) WEST OF DARFUR.
 DQ6830'
 DQ6830'TO REACH THE MARK GO 6.5 MI (10.5 KM) WEST ALONG TRUNK HIGHWAY 30 FROM
 DQ6830'THE JUNCTION OF TRUNK HIGHWAY 30 AND COUNTY ROAD 4 IN DARFUR.
 DQ6830'
 DQ6830'THE MARK IS LOCATED 99.0 FT (30.2 M) SOUTH OF TRUNK HIGHWAY 30, AT
 DQ6830'TRUNK HIGHWAY 30 STATION 395 AND 16, ON FENCE LINE SOUTH, 0.3 FT (9
 DQ6830'CM) NORTH OF A WITNESS POST.
 DQ6830
 DQ6830                          STATION RECOVERY (2021)
 DQ6830
 DQ6830'RECOVERY NOTE BY MN DEPT OF TRANSP 2021 (KMS)
 DQ6830'RECOVERED IN GOOD CONDITION.
 DQ6830
 DQ6830                          STATION RECOVERY (2023)
 DQ6830
 DQ6830'RECOVERY NOTE BY MN DEPT OF TRANSP 2023 (KMS)
 DQ6830'6.5 MI (10.5 KM) WEST OF DARFUR, 6.5 MI (10.5 KM) WEST ALONG TRUNK
 DQ6830'HIGHWAY 30 FROM THE JUNCTION OF TRUNK HIGHWAY 30 AND COUNTY ROAD 4 IN
 DQ6830'DARFUR, 99.0 FT (30.2 M) SOUTH OF TRUNK HIGHWAY 30, AT TRUNK HIGHWAY
 DQ6830'30 STATION 395 AND 16, ON A FENCE LINE SOUTH, 0.3 FT (9 CM) NORTH OF A
 DQ6830'WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DH3893 ***********************************************************************
 DH3893  DESIGNATION -  1702 Q
 DH3893  PID         -  DH3893
 DH3893  STATE/COUNTY-  MN/COTTONWOOD
 DH3893  COUNTRY     -  US
 DH3893  USGS QUAD   -  COMFREY (2019)
 DH3893
 DH3893                         *CURRENT SURVEY CONTROL
 DH3893  ______________________________________________________________________
 DH3893* NAD 83(2011) POSITION- 44 03 01.31987(N) 094 54 34.07766(W)   ADJUSTED
 DH3893* NAD 83(2011) ELLIP HT-   336.184 (meters)        (06/27/12)   ADJUSTED
 DH3893* NAD 83(2011) EPOCH   -  2010.00
 DH3893* NAVD 88 ORTHO HEIGHT -   363.795 (meters)     1193.55  (feet) ADJUSTED
 DH3893  ______________________________________________________________________
 DH3893  GEOID HEIGHT    -        -27.616 (meters)                     GEOID18
 DH3893  NAD 83(2011) X  -   -392,975.727 (meters)                     COMP
 DH3893  NAD 83(2011) Y  - -4,574,982.008 (meters)                     COMP
 DH3893  NAD 83(2011) Z  -  4,412,349.343 (meters)                     COMP
 DH3893  LAPLACE CORR    -         -3.15  (seconds)                    DEFLEC18
 DH3893  DYNAMIC HEIGHT  -        363.726 (meters)     1193.32  (feet) COMP
 DH3893  MODELED GRAVITY -    980,417.4   (mgal)                       NAVD 88
 DH3893
 DH3893  VERT ORDER      -  SECOND    CLASS I
 DH3893
 DH3893  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DH3893  Standards:
 DH3893         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DH3893            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DH3893  -------------------------------------------------------------------
 DH3893  NETWORK    0.36   0.45           0.16   0.13   0.23      0.10692070
 DH3893  -------------------------------------------------------------------
 DH3893  Click here for local accuracies and other accuracy information.
 DH3893
 DH3893.The horizontal coordinates were established by GPS observations
 DH3893.and adjusted by the National Geodetic Survey in June 2012.
 DH3893
 DH3893.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DH3893.been affixed to the stable North American tectonic plate. See 
 DH3893.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DH3893
 DH3893.The horizontal coordinates are valid at the epoch date displayed above
 DH3893.which is a decimal equivalence of Year/Month/Day.
 DH3893
 DH3893.The orthometric height was determined by differential leveling and
 DH3893.adjusted by the NATIONAL GEODETIC SURVEY
 DH3893.in May 2019.
 DH3893
 DH3893.Significant digits in the geoid height do not necessarily reflect accuracy.
 DH3893.GEOID18 height accuracy estimate available here.
 DH3893
 DH3893.Click photographs - Photos may exist for this station.
 DH3893
 DH3893.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH3893
 DH3893.The Laplace correction was computed from DEFLEC18 derived deflections.
 DH3893
 DH3893.The ellipsoidal height was determined by GPS observations
 DH3893.and is referenced to NAD 83.
 DH3893
 DH3893.The dynamic height is computed by dividing the NAVD 88
 DH3893.geopotential number by the normal gravity value computed on the
 DH3893.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH3893.degrees latitude (g = 980.6199 gals.).
 DH3893
 DH3893.The modeled gravity was interpolated from observed gravity values.
 DH3893
 DH3893. The following values were computed from the NAD 83(2011) position.
 DH3893
 DH3893;                    North         East     Units Scale Factor Converg.
 DH3893;SPC MN S     -   217,113.578   727,121.869   MT  0.99995285   -0 38 14.9
 DH3893;SPC MN S     -   712,313.46  2,385,565.67   sFT  0.99995285   -0 38 14.9
 DH3893;UTM  15      - 4,879,239.487   347,038.842   MT  0.99988777   -1 19 40.4
 DH3893
 DH3893!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH3893!SPC MN S     -   0.99994729  x   0.99995285  =   0.99990014
 DH3893!UTM  15      -   0.99994729  x   0.99988777  =   0.99983506
 DH3893
 DH3893_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUJ4703879239(NAD 83)
 DH3893
 DH3893                          SUPERSEDED SURVEY CONTROL
 DH3893
 DH3893  NAD 83(2007)-  44 03 01.31990(N)    094 54 34.07859(W) AD(2002.00) 0
 DH3893  ELLIP H (02/10/07)  336.213  (m)                       GP(2002.00)    
 DH3893  NAD 83(1996)-  44 03 01.31924(N)    094 54 34.07781(W) AD(       ) 1
 DH3893  ELLIP H (05/30/05)  336.245  (m)                       GP(       ) 3 2
 DH3893  NAVD 88 (05/30/05)  363.8    (m)  GEOID03  model used  GPS OBS        
 DH3893
 DH3893.Superseded values are not recommended for survey control.
 DH3893
 DH3893.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH3893.See file dsdata.pdf to determine how the superseded data were derived.
 DH3893
 DH3893_MARKER: DB = BENCH MARK DISK
 DH3893_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 DH3893_STAMPING: 1/4 COR 87 88 1702 Q 1958
 DH3893_MARK LOGO: MNHD
 DH3893_PROJECTION: PROJECTING 10 CENTIMETERS
 DH3893_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DH3893_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DH3893_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DH3893+SATELLITE: SATELLITE OBSERVATIONS - September 05, 2023
 DH3893
 DH3893  HISTORY     - Date     Condition        Report By
 DH3893  HISTORY     - 1958     MONUMENTED       MNHD
 DH3893  HISTORY     - 20050209 GOOD             MNDT
 DH3893  HISTORY     - 20160615 GOOD             MNDT
 DH3893  HISTORY     - 20210426 GOOD             MNDT
 DH3893  HISTORY     - 20230905 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
 DH3893
 DH3893                          STATION RECOVERY (2016)
 DH3893
 DH3893'RECOVERY NOTE BY MN DEPT OF TRANSP 2016 (MAS)
 DH3893'RECOVERED AS DESCRIBED.
 DH3893
 DH3893                          STATION RECOVERY (2021)
 DH3893
 DH3893'RECOVERY NOTE BY MN DEPT OF TRANSP 2021 (KMS)
 DH3893'RECOVERED IN GOOD CONDITION.
 DH3893
 DH3893                          STATION RECOVERY (2023)
 DH3893
 DH3893'RECOVERY NOTE BY MN DEPT OF TRANSP 2023 (KMS)
 DH3893'3.5 MI (5.6 KM) WEST OF DARFUR, 3.5 MI (5.6 KM) WEST ALONG TRUNK
 DH3893'HIGHWAY 30 FROM THE JUNCTION OF TRUNK HIGHWAY 30 AND COUNTY ROAD 4 IN
 DH3893'DARFUR, AT TRUNK HIGHWAY 30 MILE POINT 84.15, 88.0 FT (26.8 M) NORTH
 DH3893'OF TRUNK HIGHWAY 30, 0.6 FT (18 CM) SOUTH OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DQ6834 ***********************************************************************
 DQ6834  DESIGNATION -  1702 R
 DQ6834  PID         -  DQ6834
 DQ6834  STATE/COUNTY-  MN/COTTONWOOD
 DQ6834  COUNTRY     -  US
 DQ6834  USGS QUAD   -  COMFREY (2019)
 DQ6834
 DQ6834                         *CURRENT SURVEY CONTROL
 DQ6834  ______________________________________________________________________
 DQ6834* NAD 83(1986) POSITION- 44 02 59.21   (N) 094 53 58.37   (W)   HD_HELD1
 DQ6834* NAVD 88 ORTHO HEIGHT -   362.934 (meters)     1190.73  (feet) ADJUSTED
 DQ6834  ______________________________________________________________________
 DQ6834  GEOID HEIGHT    -        -27.629 (meters)                     GEOID18
 DQ6834  DYNAMIC HEIGHT  -        362.864 (meters)     1190.50  (feet) COMP
 DQ6834  MODELED GRAVITY -    980,417.5   (mgal)                       NAVD 88
 DQ6834
 DQ6834  VERT ORDER      -  SECOND    CLASS I
 DQ6834
 DQ6834.The horizontal coordinates were determined by differentially corrected
 DQ6834.hand held GPS observations or other comparable positioning techniques
 DQ6834.and have an estimated accuracy of +/- 3 meters.
 DQ6834
 DQ6834.The orthometric height was determined by differential leveling and
 DQ6834.adjusted by the NATIONAL GEODETIC SURVEY
 DQ6834.in May 2019.
 DQ6834
 DQ6834.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ6834.GEOID18 height accuracy estimate available here.
 DQ6834
 DQ6834.Click photographs - Photos may exist for this station.
 DQ6834
 DQ6834.The dynamic height is computed by dividing the NAVD 88
 DQ6834.geopotential number by the normal gravity value computed on the
 DQ6834.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ6834.degrees latitude (g = 980.6199 gals.).
 DQ6834
 DQ6834.The modeled gravity was interpolated from observed gravity values.
 DQ6834
 DQ6834;                    North         East    Units  Estimated Accuracy
 DQ6834;SPC MN S     -   217,039.7     727,915.9     MT  (+/- 3 meters HH1 GPS) 
 DQ6834
 DQ6834_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUJ4783179156(NAD 83)
 DQ6834
 DQ6834                          SUPERSEDED SURVEY CONTROL
 DQ6834
 DQ6834.No superseded survey control is available for this station.
 DQ6834
 DQ6834_MARKER: DB = BENCH MARK DISK
 DQ6834_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 DQ6834_STAMPING: 1702 R 1958
 DQ6834_MARK LOGO: MNHD
 DQ6834_PROJECTION: PROJECTING 20 CENTIMETERS
 DQ6834_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DQ6834_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DQ6834_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DQ6834+SATELLITE: SATELLITE OBSERVATIONS - September 05, 2023
 DQ6834
 DQ6834  HISTORY     - Date     Condition        Report By
 DQ6834  HISTORY     - 19580401 MONUMENTED       MNHD
 DQ6834  HISTORY     - 20160615 POOR             MNDT
 DQ6834  HISTORY     - 20230905 POOR             MNDT
 DQ6834
 DQ6834                          STATION DESCRIPTION
 DQ6834
 DQ6834'DESCRIBED BY MN DEPT OF TRANSP 2016 (MAS)
 DQ6834'THE MARK IS LOCATED ABOUT 2.9 MI (4.7 KM) WEST OF DARFUR.
 DQ6834'
 DQ6834'TO REACH THE MARK GO 2.9 MI (4.7 KM) WEST ALONG TRUNK HIGHWAY 30 FROM
 DQ6834'THE JUNCTION OF TRUNK HIGHWAY 30 AND COUNTY ROAD 4 IN DARFUR.
 DQ6834'
 DQ6834'THE MARK IS LOCATED 161.0 FT (49.1 M) SOUTH OF TRUNK HIGHWAY 30, 32.0
 DQ6834'FT (9.8 M) WEST OF 590TH AVENUE.
 DQ6834
 DQ6834                          STATION RECOVERY (2023)
 DQ6834
 DQ6834'RECOVERY NOTE BY MN DEPT OF TRANSP 2023 (KMS)
 DQ6834'2.9 MI (4.7 KM) WEST OF DARFUR, 2.9 MI (4.7 KM) WEST ALONG TRUNK
 DQ6834'HIGHWAY 30 FROM THE JUNCTION OF TRUNK HIGHWAY 30 AND COUNTY ROAD 4 IN
 DQ6834'DARFUR, 161.0 FT (49.1 M) SOUTH OF TRUNK HIGHWAY 30, 32.0 FT (9.8 M)
 DQ6834'WEST OF 590TH AVENUE, 0.4 FT (12 CM) NORTH OF A WITNESS POST.  THE
 DQ6834'SURVEY MARK WAS FOUND LOOSE IN THE GROUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DQ6836 ***********************************************************************
 DQ6836  DESIGNATION -  1702 T
 DQ6836  PID         -  DQ6836
 DQ6836  STATE/COUNTY-  MN/COTTONWOOD
 DQ6836  COUNTRY     -  US
 DQ6836  USGS QUAD   -  COMFREY (2019)
 DQ6836
 DQ6836                         *CURRENT SURVEY CONTROL
 DQ6836  ______________________________________________________________________
 DQ6836* NAD 83(1986) POSITION- 44 02 58.08   (N) 094 52 45.13   (W)   HD_HELD1
 DQ6836* NAVD 88 ORTHO HEIGHT -   361.220 (meters)     1185.10  (feet) ADJUSTED
 DQ6836  ______________________________________________________________________
 DQ6836  GEOID HEIGHT    -        -27.654 (meters)                     GEOID18
 DQ6836  DYNAMIC HEIGHT  -        361.152 (meters)     1184.88  (feet) COMP
 DQ6836  MODELED GRAVITY -    980,418.1   (mgal)                       NAVD 88
 DQ6836
 DQ6836  VERT ORDER      -  SECOND    CLASS I
 DQ6836
 DQ6836.The horizontal coordinates were determined by differentially corrected
 DQ6836.hand held GPS observations or other comparable positioning techniques
 DQ6836.and have an estimated accuracy of +/- 3 meters.
 DQ6836
 DQ6836.The orthometric height was determined by differential leveling and
 DQ6836.adjusted by the NATIONAL GEODETIC SURVEY
 DQ6836.in May 2019.
 DQ6836
 DQ6836.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ6836.GEOID18 height accuracy estimate available here.
 DQ6836
 DQ6836.Click photographs - Photos may exist for this station.
 DQ6836
 DQ6836.The dynamic height is computed by dividing the NAVD 88
 DQ6836.geopotential number by the normal gravity value computed on the
 DQ6836.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ6836.degrees latitude (g = 980.6199 gals.).
 DQ6836
 DQ6836.The modeled gravity was interpolated from observed gravity values.
 DQ6836
 DQ6836;                    North         East    Units  Estimated Accuracy
 DQ6836;SPC MN S     -   216,987.1     729,545.8     MT  (+/- 3 meters HH1 GPS) 
 DQ6836
 DQ6836_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUJ4946079083(NAD 83)
 DQ6836
 DQ6836                          SUPERSEDED SURVEY CONTROL
 DQ6836
 DQ6836.No superseded survey control is available for this station.
 DQ6836
 DQ6836_MARKER: DB = BENCH MARK DISK
 DQ6836_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 DQ6836_STAMPING: 1702 T 1958
 DQ6836_MARK LOGO: MNHD
 DQ6836_PROJECTION: FLUSH
 DQ6836_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DQ6836_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DQ6836_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ6836+SATELLITE: SATELLITE OBSERVATIONS - September 05, 2023
 DQ6836
 DQ6836  HISTORY     - Date     Condition        Report By
 DQ6836  HISTORY     - 19580401 MONUMENTED       MNHD
 DQ6836  HISTORY     - 20160614 GOOD             MNDT
 DQ6836  HISTORY     - 20230905 GOOD             MNDT
 DQ6836
 DQ6836                          STATION DESCRIPTION
 DQ6836
 DQ6836'DESCRIBED BY MN DEPT OF TRANSP 2016 (MAS)
 DQ6836'THE MARK IS LOCATED ABOUT 1.9 MI (3.1 KM) WEST OF DARFUR.
 DQ6836'
 DQ6836'TO REACH THE MARK GO 1.9 MI (3.1 KM) WEST ALONG TRUNK HIGHWAY 30 FROM
 DQ6836'THE JUNCTION OF TRUNK HIGHWAY 30 AND COUNTY ROAD 4 IN DARFUR, AT TRUNK
 DQ6836'HIGHWAY 30 MILE POINT 85.7.
 DQ6836'
 DQ6836'THE MARK IS LOCATED 200.0 FT (61.0 M) SOUTH OF TRUNK HIGHWAY 30, 51.0
 DQ6836'FT (15.5 M) WEST OF COUNTY ROAD 8, 1.0 FT (0.3 M) NORTH OF A WITNESS
 DQ6836'POST.
 DQ6836
 DQ6836                          STATION RECOVERY (2023)
 DQ6836
 DQ6836'RECOVERY NOTE BY MN DEPT OF TRANSP 2023 (KMS)
 DQ6836'1.9 MI (3.1 KM) WEST OF DARFUR, 1.9 MI (3.1 KM) WEST ALONG TRUNK
 DQ6836'HIGHWAY 30 FROM THE JUNCTION OF TRUNK HIGHWAY 30 AND COUNTY ROAD 4 IN
 DQ6836'DARFUR, AT TRUNK HIGHWAY 30 MILE POINT 85.7, 200.0 FT (61.0 M) SOUTH
 DQ6836'OF TRUNK HIGHWAY 30, 51.0 FT (15.5 M) WEST OF COUNTY ROAD 8 (600TH
 DQ6836'AVENUE), 1.0 FT (0.3 M) NORTH OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DQ6821 ***********************************************************************
 DQ6821  DESIGNATION -  1702 U
 DQ6821  PID         -  DQ6821
 DQ6821  STATE/COUNTY-  MN/COTTONWOOD
 DQ6821  COUNTRY     -  US
 DQ6821  USGS QUAD   -  SANBORN SE (2019)
 DQ6821
 DQ6821                         *CURRENT SURVEY CONTROL
 DQ6821  ______________________________________________________________________
 DQ6821* NAD 83(1986) POSITION- 44 03 00.23   (N) 095 06 16.27   (W)   HD_HELD1
 DQ6821* NAVD 88 ORTHO HEIGHT -   436.610 (meters)     1432.44  (feet) ADJUSTED
 DQ6821  ______________________________________________________________________
 DQ6821  GEOID HEIGHT    -        -27.330 (meters)                     GEOID18
 DQ6821  DYNAMIC HEIGHT  -        436.523 (meters)     1432.16  (feet) COMP
 DQ6821  MODELED GRAVITY -    980,407.3   (mgal)                       NAVD 88
 DQ6821
 DQ6821  VERT ORDER      -  SECOND    CLASS I
 DQ6821
 DQ6821.The horizontal coordinates were determined by differentially corrected
 DQ6821.hand held GPS observations or other comparable positioning techniques
 DQ6821.and have an estimated accuracy of +/- 3 meters.
 DQ6821
 DQ6821.The orthometric height was determined by differential leveling and
 DQ6821.adjusted by the NATIONAL GEODETIC SURVEY
 DQ6821.in May 2019.
 DQ6821
 DQ6821.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ6821.GEOID18 height accuracy estimate available here.
 DQ6821
 DQ6821.Click photographs - Photos may exist for this station.
 DQ6821
 DQ6821.The dynamic height is computed by dividing the NAVD 88
 DQ6821.geopotential number by the normal gravity value computed on the
 DQ6821.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ6821.degrees latitude (g = 980.6199 gals.).
 DQ6821
 DQ6821.The modeled gravity was interpolated from observed gravity values.
 DQ6821
 DQ6821;                    North         East    Units  Estimated Accuracy
 DQ6821;SPC MN S     -   217,272.5     711,492.1     MT  (+/- 3 meters HH1 GPS) 
 DQ6821
 DQ6821_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUJ3141279586(NAD 83)
 DQ6821
 DQ6821                          SUPERSEDED SURVEY CONTROL
 DQ6821
 DQ6821.No superseded survey control is available for this station.
 DQ6821
 DQ6821_MARKER: I = METAL ROD
 DQ6821_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DQ6821_STAMPING: 1702 U 2016
 DQ6821_MARK LOGO: MNDT
 DQ6821_PROJECTION: RECESSED 5 CENTIMETERS
 DQ6821_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DQ6821_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ6821_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ6821+SATELLITE: SATELLITE OBSERVATIONS - September 05, 2023
 DQ6821_ROD/PIPE-DEPTH: 7.3 meters
 DQ6821
 DQ6821  HISTORY     - Date     Condition        Report By
 DQ6821  HISTORY     - 20160711 MONUMENTED       MNDT
 DQ6821  HISTORY     - 20230905 GOOD             MNDT
 DQ6821
 DQ6821                          STATION DESCRIPTION
 DQ6821
 DQ6821'DESCRIBED BY MN DEPT OF TRANSP 2016
 DQ6821'THE MARK IS LOCATED ABOUT 4.75 MI (7.64 KM) EAST OF JEFFERS.
 DQ6821'
 DQ6821'TO REACH THE MARK GO 0.75 MI (1.21 KM) EAST ALONG TRUNK HIGHWAY 30
 DQ6821'FROM THE JUNCTION OF TRUNK HIGHWAY 30 AND TRUNK HIGHWAY 71(JUNCTION IS
 DQ6821'4.0 MI (6.4 KM) EAST OF JEFFERS), AT TRUNK HIGHWAY 30 MILE POINT
 DQ6821'74.45.
 DQ6821'
 DQ6821'THE MARK IS LOCATED 63.5 FT (19.4 M) SOUTH OF TRUNK HIGHWAY 30, 21.8
 DQ6821'FT (6.6 M) WEST OF A FIELD ENTRANCE, 1.5 FT (0.5 M) NORTH OF A WITNESS
 DQ6821'POST.
 DQ6821'
 DQ6821'NOTE-THE STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM ROD
 DQ6821'DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION REMOVABLE DISK
 DQ6821'SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH PVC
 DQ6821'PIPE BACK FILLED WITH WASHED SAND.
 DQ6821
 DQ6821                          STATION RECOVERY (2023)
 DQ6821
 DQ6821'RECOVERY NOTE BY MN DEPT OF TRANSP 2023 (KMS)
 DQ6821'4.75 MI (7.64 KM) EAST OF JEFFERS, 0.75 MI (1.21 KM) EAST ALONG TRUNK
 DQ6821'HIGHWAY 30 FROM THE JUNCTION OF TRUNK HIGHWAY 30 AND TRUNK HIGHWAY
 DQ6821'71(THE JUNCTION IS 4.0 MI (6.4 KM) EAST OF JEFFERS), AT TRUNK HIGHWAY
 DQ6821'30 MILE POINT 74.45, 63.5 FT (19.4 M) SOUTH OF TRUNK HIGHWAY 30, 21.8
 DQ6821'FT (6.6 M) WEST OF A FIELD ENTRANCE, 1.5 FT (0.5 M) NORTH OF A WITNESS
 DQ6821'POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DQ6823 ***********************************************************************
 DQ6823  DESIGNATION -  1702 V
 DQ6823  PID         -  DQ6823
 DQ6823  STATE/COUNTY-  MN/COTTONWOOD
 DQ6823  COUNTRY     -  US
 DQ6823  USGS QUAD   -  SANBORN SE (2019)
 DQ6823
 DQ6823                         *CURRENT SURVEY CONTROL
 DQ6823  ______________________________________________________________________
 DQ6823* NAD 83(1986) POSITION- 44 03 02.58   (N) 095 04 28.69   (W)   HD_HELD1
 DQ6823* NAVD 88 ORTHO HEIGHT -   419.041 (meters)     1374.80  (feet) ADJUSTED
 DQ6823  ______________________________________________________________________
 DQ6823  GEOID HEIGHT    -        -27.379 (meters)                     GEOID18
 DQ6823  DYNAMIC HEIGHT  -        418.958 (meters)     1374.53  (feet) COMP
 DQ6823  MODELED GRAVITY -    980,409.3   (mgal)                       NAVD 88
 DQ6823
 DQ6823  VERT ORDER      -  SECOND    CLASS I
 DQ6823
 DQ6823.The horizontal coordinates were determined by differentially corrected
 DQ6823.hand held GPS observations or other comparable positioning techniques
 DQ6823.and have an estimated accuracy of +/- 3 meters.
 DQ6823
 DQ6823.The orthometric height was determined by differential leveling and
 DQ6823.adjusted by the NATIONAL GEODETIC SURVEY
 DQ6823.in May 2019.
 DQ6823
 DQ6823.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ6823.GEOID18 height accuracy estimate available here.
 DQ6823
 DQ6823.Click photographs - Photos may exist for this station.
 DQ6823
 DQ6823.The dynamic height is computed by dividing the NAVD 88
 DQ6823.geopotential number by the normal gravity value computed on the
 DQ6823.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ6823.degrees latitude (g = 980.6199 gals.).
 DQ6823
 DQ6823.The modeled gravity was interpolated from observed gravity values.
 DQ6823
 DQ6823;                    North         East    Units  Estimated Accuracy
 DQ6823;SPC MN S     -   217,313.1     713,887.5     MT  (+/- 3 meters HH1 GPS) 
 DQ6823
 DQ6823_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUJ3380879598(NAD 83)
 DQ6823
 DQ6823                          SUPERSEDED SURVEY CONTROL
 DQ6823
 DQ6823.No superseded survey control is available for this station.
 DQ6823
 DQ6823_MARKER: I = METAL ROD
 DQ6823_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DQ6823_STAMPING: 1702 V 2016
 DQ6823_MARK LOGO: MNDT
 DQ6823_PROJECTION: RECESSED 5 CENTIMETERS
 DQ6823_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DQ6823_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ6823_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ6823+SATELLITE: SATELLITE OBSERVATIONS - September 05, 2023
 DQ6823_ROD/PIPE-DEPTH: 8.8 meters
 DQ6823
 DQ6823  HISTORY     - Date     Condition        Report By
 DQ6823  HISTORY     - 20160713 MONUMENTED       MNDT
 DQ6823  HISTORY     - 20230905 GOOD             MNDT
 DQ6823
 DQ6823                          STATION DESCRIPTION
 DQ6823
 DQ6823'DESCRIBED BY MN DEPT OF TRANSP 2016
 DQ6823'THE MARK IS LOCATED ABOUT 6.0 MI (9.7 KM) EAST OF JEFFERS.
 DQ6823'
 DQ6823'TO REACH THE MARK GO 2.25 MI (3.62 KM) EAST ALONG TRUNK HIGHWAY 30
 DQ6823'FROM THE JUNCTION OF TRUNK HIGHWAY 30 AND TRUNK HIGHWAY 71(JUNCTION IS
 DQ6823'4.0 MI (6.4 KM) EAST OF JEFFERS), AT TRUNK HIGHWAY 30 MILE POINT
 DQ6823'75.95.
 DQ6823'
 DQ6823'THE MARK IS LOCATED 70.9 FT (21.6 M) NORTH OF TRUNK HIGHWAY 30, 1.5 FT
 DQ6823'(0.5 M) EAST OF A WITNESS POST.
 DQ6823'
 DQ6823'NOTE-THE STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM ROD
 DQ6823'DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION REMOVABLE DISK
 DQ6823'SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH PVC
 DQ6823'PIPE BACK FILLED WITH WASHED SAND.
 DQ6823
 DQ6823                          STATION RECOVERY (2023)
 DQ6823
 DQ6823'RECOVERY NOTE BY MN DEPT OF TRANSP 2023 (KMS)
 DQ6823'6.0 MI (9.7 KM) EAST OF JEFFERS, 2.25 MI (3.62 KM) EAST ALONG TRUNK
 DQ6823'HIGHWAY 30 FROM THE JUNCTION OF TRUNK HIGHWAY 30 AND TRUNK HIGHWAY 71
 DQ6823'(THE JUNCTION IS 4.0 MI (6.4 KM) EAST OF JEFFERS), AT TRUNK HIGHWAY 30
 DQ6823'MILE POINT 75.95, 70.9 FT (21.6 M) NORTH OF TRUNK HIGHWAY 30, 1.5 FT
 DQ6823'(0.5 M) EAST OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DQ6827 ***********************************************************************
 DQ6827  DESIGNATION -  1702 W
 DQ6827  PID         -  DQ6827
 DQ6827  STATE/COUNTY-  MN/COTTONWOOD
 DQ6827  COUNTRY     -  US
 DQ6827  USGS QUAD   -  SANBORN SE (2019)
 DQ6827
 DQ6827                         *CURRENT SURVEY CONTROL
 DQ6827  ______________________________________________________________________
 DQ6827* NAD 83(1986) POSITION- 44 03 01.76   (N) 095 01 10.68   (W)   HD_HELD1
 DQ6827* NAVD 88 ORTHO HEIGHT -   385.968 (meters)     1266.30  (feet) ADJUSTED
 DQ6827  ______________________________________________________________________
 DQ6827  GEOID HEIGHT    -        -27.464 (meters)                     GEOID18
 DQ6827  DYNAMIC HEIGHT  -        385.893 (meters)     1266.05  (feet) COMP
 DQ6827  MODELED GRAVITY -    980,413.1   (mgal)                       NAVD 88
 DQ6827
 DQ6827  VERT ORDER      -  SECOND    CLASS I
 DQ6827
 DQ6827.The horizontal coordinates were determined by differentially corrected
 DQ6827.hand held GPS observations or other comparable positioning techniques
 DQ6827.and have an estimated accuracy of +/- 3 meters.
 DQ6827
 DQ6827.The orthometric height was determined by differential leveling and
 DQ6827.adjusted by the NATIONAL GEODETIC SURVEY
 DQ6827.in May 2019.
 DQ6827
 DQ6827.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ6827.GEOID18 height accuracy estimate available here.
 DQ6827
 DQ6827.Click photographs - Photos may exist for this station.
 DQ6827
 DQ6827.The dynamic height is computed by dividing the NAVD 88
 DQ6827.geopotential number by the normal gravity value computed on the
 DQ6827.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ6827.degrees latitude (g = 980.6199 gals.).
 DQ6827
 DQ6827.The modeled gravity was interpolated from observed gravity values.
 DQ6827
 DQ6827;                    North         East    Units  Estimated Accuracy
 DQ6827;SPC MN S     -   217,231.3     718,294.4     MT  (+/- 3 meters HH1 GPS) 
 DQ6827
 DQ6827_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUJ3821379463(NAD 83)
 DQ6827
 DQ6827                          SUPERSEDED SURVEY CONTROL
 DQ6827
 DQ6827.No superseded survey control is available for this station.
 DQ6827
 DQ6827_MARKER: I = METAL ROD
 DQ6827_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DQ6827_STAMPING: 1702 W 2016
 DQ6827_MARK LOGO: MNDT
 DQ6827_PROJECTION: RECESSED 5 CENTIMETERS
 DQ6827_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DQ6827_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ6827_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ6827+SATELLITE: SATELLITE OBSERVATIONS - September 05, 2023
 DQ6827_ROD/PIPE-DEPTH: 8.8 meters
 DQ6827
 DQ6827  HISTORY     - Date     Condition        Report By
 DQ6827  HISTORY     - 20160713 MONUMENTED       MNDT
 DQ6827  HISTORY     - 20191017 GOOD             MNDT
 DQ6827  HISTORY     - 20230905 GOOD             MNDT
 DQ6827
 DQ6827                          STATION DESCRIPTION
 DQ6827
 DQ6827'DESCRIBED BY MN DEPT OF TRANSP 2016
 DQ6827'THE MARK IS LOCATED ABOUT 6.7 MI (10.8 KM) EAST OF JEFFERS.
 DQ6827'
 DQ6827'TO REACH THE MARK GO 5.0 MI (8.0 KM) EAST ALONG TRUNK HIGHWAY 30 FROM
 DQ6827'THE JUNCTION OF TRUNK HIGHWAY 30 AND TRUNK HIGHWAY 71 (JUNCTION IS 4.0
 DQ6827'MI (6.4 KM) EAST OF JEFFERS), AT TRUNK HIGHWAY 30 MILE POINT 78.7.
 DQ6827'
 DQ6827'THE MARK IS LOCATED 117.0 FT (35.7 M) NORTH OF TRUNK HIGHWAY 30, 84.5
 DQ6827'FT (25.8 M) EAST OF 530TH AVENUE, 3.7 FT (1.1 M) SOUTHWEST OF
 DQ6827'RIGHT-OF-WAY POST, 3.7 FT (1.1 M) SOUTHWEST OF A WITNESS POST.
 DQ6827'
 DQ6827'NOTE -THE STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM ROD
 DQ6827'DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION REMOVABLE DISK
 DQ6827'SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH PVC
 DQ6827'PIPE BACK FILLED WITH WASHED SAND.
 DQ6827
 DQ6827                          STATION RECOVERY (2019)
 DQ6827
 DQ6827'RECOVERY NOTE BY MN DEPT OF TRANSP 2019 (MPP)
 DQ6827'6.7 MI (10.8 KM) EAST OF JEFFERS, 5.0 MI (8.0 KM) EAST ALONG TRUNK
 DQ6827'HIGHWAY 30 FROM THE JUNCTION OF TRUNK HIGHWAY 30 AND TRUNK HIGHWAY 71
 DQ6827'(THE JUNCTION IS 4.0 MI (6.4 KM) EAST OF JEFFERS), AT TRUNK HIGHWAY 30
 DQ6827'MILE POINT 78.7, 117.0 FT (35.7 M) NORTH OF TRUNK HIGHWAY 30, 84.5 FT
 DQ6827'(25.8 M) EAST OF 530TH AVENUE, 3.7 FT (1.1 M) SOUTHWEST OF A
 DQ6827'RIGHT-OF-WAY POST, 3.7 FT (1.1 M) SOUTHWEST OF A WITNESS POST.
 DQ6827
 DQ6827                          STATION RECOVERY (2023)
 DQ6827
 DQ6827'RECOVERY NOTE BY MN DEPT OF TRANSP 2023 (KMS)
 DQ6827'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DQ6831 ***********************************************************************
 DQ6831  DESIGNATION -  1702 X
 DQ6831  PID         -  DQ6831
 DQ6831  STATE/COUNTY-  MN/COTTONWOOD
 DQ6831  COUNTRY     -  US
 DQ6831  USGS QUAD   -  COMFREY (2019)
 DQ6831
 DQ6831                         *CURRENT SURVEY CONTROL
 DQ6831  ______________________________________________________________________
 DQ6831* NAD 83(1986) POSITION- 44 02 59.02   (N) 094 56 58.91   (W)   HD_HELD1
 DQ6831* NAVD 88 ORTHO HEIGHT -   365.862 (meters)     1200.33  (feet) ADJUSTED
 DQ6831  ______________________________________________________________________
 DQ6831  GEOID HEIGHT    -        -27.564 (meters)                     GEOID18
 DQ6831  DYNAMIC HEIGHT  -        365.791 (meters)     1200.10  (feet) COMP
 DQ6831  MODELED GRAVITY -    980,416.3   (mgal)                       NAVD 88
 DQ6831
 DQ6831  VERT ORDER      -  SECOND    CLASS I
 DQ6831
 DQ6831.The horizontal coordinates were determined by differentially corrected
 DQ6831.hand held GPS observations or other comparable positioning techniques
 DQ6831.and have an estimated accuracy of +/- 3 meters.
 DQ6831
 DQ6831.The orthometric height was determined by differential leveling and
 DQ6831.adjusted by the NATIONAL GEODETIC SURVEY
 DQ6831.in May 2019.
 DQ6831
 DQ6831.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ6831.GEOID18 height accuracy estimate available here.
 DQ6831
 DQ6831.Click photographs - Photos may exist for this station.
 DQ6831
 DQ6831.The dynamic height is computed by dividing the NAVD 88
 DQ6831.geopotential number by the normal gravity value computed on the
 DQ6831.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ6831.degrees latitude (g = 980.6199 gals.).
 DQ6831
 DQ6831.The modeled gravity was interpolated from observed gravity values.
 DQ6831
 DQ6831;                    North         East    Units  Estimated Accuracy
 DQ6831;SPC MN S     -   217,079.3     723,897.3     MT  (+/- 3 meters HH1 GPS) 
 DQ6831
 DQ6831_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUJ4381479244(NAD 83)
 DQ6831
 DQ6831                          SUPERSEDED SURVEY CONTROL
 DQ6831
 DQ6831.No superseded survey control is available for this station.
 DQ6831
 DQ6831_MARKER: I = METAL ROD
 DQ6831_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DQ6831_STAMPING: 1702 X 2016
 DQ6831_MARK LOGO: MNDT
 DQ6831_PROJECTION: RECESSED 5 CENTIMETERS
 DQ6831_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DQ6831_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ6831_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ6831+SATELLITE: SATELLITE OBSERVATIONS - September 05, 2023
 DQ6831_ROD/PIPE-DEPTH: 8.8 meters
 DQ6831
 DQ6831  HISTORY     - Date     Condition        Report By
 DQ6831  HISTORY     - 20160713 MONUMENTED       MNDT
 DQ6831  HISTORY     - 20210426 GOOD             MNDT
 DQ6831  HISTORY     - 20230905 GOOD             MNDT
 DQ6831
 DQ6831                          STATION DESCRIPTION
 DQ6831
 DQ6831'DESCRIBED BY MN DEPT OF TRANSP 2016
 DQ6831'THE MARK IS LOCATED ABOUT 5.6 MI (9.0 KM) WEST OF DARFUR.
 DQ6831'
 DQ6831'TO REACH THE MARK GO 5.5 MI (8.8 KM) WEST ALONG TRUNK HIGHWAY 30 FROM
 DQ6831'THE JUNCTION OF TRUNK HIGHWAY 30 AND COUNTY ROAD 4 IN DARFUR, AT TRUNK
 DQ6831'HIGHWAY 30 MILE POINT 82.2.
 DQ6831'
 DQ6831'THE MARK IS LOCATED 58.7 FT (17.9 M) SOUTH OF TRUNK HIGHWAY 30, 3.0 FT
 DQ6831'(0.9 M) NORTH OF A WITNESS POST.
 DQ6831'
 DQ6831'NOTE-THE STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM ROD
 DQ6831'DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION REMOVABLE DISK
 DQ6831'SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH PVC
 DQ6831'PIPE BACK FILLED WITH WASHED SAND.
 DQ6831
 DQ6831                          STATION RECOVERY (2021)
 DQ6831
 DQ6831'RECOVERY NOTE BY MN DEPT OF TRANSP 2021 (KMS)
 DQ6831'RECOVERED IN GOOD CONDITION.
 DQ6831
 DQ6831                          STATION RECOVERY (2023)
 DQ6831
 DQ6831'RECOVERY NOTE BY MN DEPT OF TRANSP 2023 (KMS)
 DQ6831'5.6 MI (9.0 KM) WEST OF DARFUR, 5.5 MI (8.8 KM) WEST ALONG TRUNK
 DQ6831'HIGHWAY 30 FROM THE JUNCTION OF TRUNK HIGHWAY 30 AND COUNTY ROAD 4 IN
 DQ6831'DARFUR, AT TRUNK HIGHWAY 30 MILE POINT 82.2, 58.7 FT (17.9 M) SOUTH OF
 DQ6831'TRUNK HIGHWAY 30, 3.0 FT (0.9 M) NORTH OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DQ6832 ***********************************************************************
 DQ6832  DESIGNATION -  1702 Y
 DQ6832  PID         -  DQ6832
 DQ6832  STATE/COUNTY-  MN/COTTONWOOD
 DQ6832  COUNTRY     -  US
 DQ6832  USGS QUAD   -  COMFREY (2019)
 DQ6832
 DQ6832                         *CURRENT SURVEY CONTROL
 DQ6832  ______________________________________________________________________
 DQ6832* NAD 83(1986) POSITION- 44 02 59.15   (N) 094 55 59.24   (W)   HD_HELD1
 DQ6832* NAVD 88 ORTHO HEIGHT -   362.634 (meters)     1189.74  (feet) ADJUSTED
 DQ6832  ______________________________________________________________________
 DQ6832  GEOID HEIGHT    -        -27.586 (meters)                     GEOID18
 DQ6832  DYNAMIC HEIGHT  -        362.565 (meters)     1189.52  (feet) COMP
 DQ6832  MODELED GRAVITY -    980,416.7   (mgal)                       NAVD 88
 DQ6832
 DQ6832  VERT ORDER      -  SECOND    CLASS I
 DQ6832
 DQ6832.The horizontal coordinates were determined by differentially corrected
 DQ6832.hand held GPS observations or other comparable positioning techniques
 DQ6832.and have an estimated accuracy of +/- 3 meters.
 DQ6832
 DQ6832.The orthometric height was determined by differential leveling and
 DQ6832.adjusted by the NATIONAL GEODETIC SURVEY
 DQ6832.in May 2019.
 DQ6832
 DQ6832.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ6832.GEOID18 height accuracy estimate available here.
 DQ6832
 DQ6832.Click photographs - Photos may exist for this station.
 DQ6832
 DQ6832.The dynamic height is computed by dividing the NAVD 88
 DQ6832.geopotential number by the normal gravity value computed on the
 DQ6832.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ6832.degrees latitude (g = 980.6199 gals.).
 DQ6832
 DQ6832.The modeled gravity was interpolated from observed gravity values.
 DQ6832
 DQ6832;                    North         East    Units  Estimated Accuracy
 DQ6832;SPC MN S     -   217,068.0     725,225.5     MT  (+/- 3 meters HH1 GPS) 
 DQ6832
 DQ6832_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUJ4514279216(NAD 83)
 DQ6832
 DQ6832                          SUPERSEDED SURVEY CONTROL
 DQ6832
 DQ6832.No superseded survey control is available for this station.
 DQ6832
 DQ6832_MARKER: I = METAL ROD
 DQ6832_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DQ6832_STAMPING: 1702 Y 2016
 DQ6832_MARK LOGO: MNDT
 DQ6832_PROJECTION: RECESSED 5 CENTIMETERS
 DQ6832_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DQ6832_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ6832_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ6832+SATELLITE: SATELLITE OBSERVATIONS - September 05, 2023
 DQ6832_ROD/PIPE-DEPTH: 8.8 meters
 DQ6832
 DQ6832  HISTORY     - Date     Condition        Report By
 DQ6832  HISTORY     - 20160630 MONUMENTED       MNDT
 DQ6832  HISTORY     - 20230905 GOOD             MNDT
 DQ6832
 DQ6832                          STATION DESCRIPTION
 DQ6832
 DQ6832'DESCRIBED BY MN DEPT OF TRANSP 2016
 DQ6832'THE MARK IS LOCATED ABOUT 4.75 MI (7.64 KM) WEST OF DARFUR.
 DQ6832'
 DQ6832'TO REACH THE MARK GO 4.65 MI (7.48 KM) WEST ALONG TRUNK HIGHWAY 30
 DQ6832'FROM THE JUNCTION OF TRUNK HIGHWAY 30 AND COUTNY ROAD 4 IN DARFUR, AT
 DQ6832'TRUNK HIGHWAY 30 MILE POINT 83.0.
 DQ6832'
 DQ6832'THE MARK IS LOCATED 64.5 FT (19.7 M) SOUTH OF TRUNK HIGHWAY 30, 30.5
 DQ6832'FT (9.3 M) SOUTH-SOUTHWEST OF MILEPOST 83, 1.5 FT (0.5 M) NORTH OF A
 DQ6832'WITNESS POST.
 DQ6832'
 DQ6832'NOTE-THE STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM ROD
 DQ6832'DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION REMOVABLE DISK
 DQ6832'SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH PVC
 DQ6832'PIPE BACK FILLED WITH WASHED SAND.
 DQ6832
 DQ6832                          STATION RECOVERY (2023)
 DQ6832
 DQ6832'RECOVERY NOTE BY MN DEPT OF TRANSP 2023 (KMS)
 DQ6832'4.75 MI (7.64 KM) WEST OF DARFUR, 4.65 MI (7.48 KM) WEST ALONG TRUNK
 DQ6832'HIGHWAY 30 FROM THE JUNCTION OF TRUNK HIGHWAY 30 AND COUNTY ROAD 4 IN
 DQ6832'DARFUR, AT TRUNK HIGHWAY 30 MILE POINT 83.0, 64.5 FT (19.7 M) SOUTH OF
 DQ6832'TRUNK HIGHWAY 30, 30.5 FT (9.3 M) SOUTH-SOUTHWEST OF MILEPOST 83, 1.5
 DQ6832'FT (0.5 M) NORTH OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DQ6835 ***********************************************************************
 DQ6835  DESIGNATION -  1702 Z
 DQ6835  PID         -  DQ6835
 DQ6835  STATE/COUNTY-  MN/COTTONWOOD
 DQ6835  COUNTRY     -  US
 DQ6835  USGS QUAD   -  COMFREY (2019)
 DQ6835
 DQ6835                         *CURRENT SURVEY CONTROL
 DQ6835  ______________________________________________________________________
 DQ6835* NAD 83(1986) POSITION- 44 03 01.23   (N) 094 53 40.51   (W)   HD_HELD1
 DQ6835* NAVD 88 ORTHO HEIGHT -   361.892 (meters)     1187.31  (feet) ADJUSTED
 DQ6835  ______________________________________________________________________
 DQ6835  GEOID HEIGHT    -        -27.635 (meters)                     GEOID18
 DQ6835  DYNAMIC HEIGHT  -        361.823 (meters)     1187.08  (feet) COMP
 DQ6835  MODELED GRAVITY -    980,417.8   (mgal)                       NAVD 88
 DQ6835
 DQ6835  VERT ORDER      -  SECOND    CLASS I
 DQ6835
 DQ6835.The horizontal coordinates were determined by differentially corrected
 DQ6835.hand held GPS observations or other comparable positioning techniques
 DQ6835.and have an estimated accuracy of +/- 3 meters.
 DQ6835
 DQ6835.The orthometric height was determined by differential leveling and
 DQ6835.adjusted by the NATIONAL GEODETIC SURVEY
 DQ6835.in May 2019.
 DQ6835
 DQ6835.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ6835.GEOID18 height accuracy estimate available here.
 DQ6835
 DQ6835.Click photographs - Photos may exist for this station.
 DQ6835
 DQ6835.The dynamic height is computed by dividing the NAVD 88
 DQ6835.geopotential number by the normal gravity value computed on the
 DQ6835.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ6835.degrees latitude (g = 980.6199 gals.).
 DQ6835
 DQ6835.The modeled gravity was interpolated from observed gravity values.
 DQ6835
 DQ6835;                    North         East    Units  Estimated Accuracy
 DQ6835;SPC MN S     -   217,097.6     728,314.2     MT  (+/- 3 meters HH1 GPS) 
 DQ6835
 DQ6835_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUJ4823079209(NAD 83)
 DQ6835
 DQ6835                          SUPERSEDED SURVEY CONTROL
 DQ6835
 DQ6835.No superseded survey control is available for this station.
 DQ6835
 DQ6835_MARKER: I = METAL ROD
 DQ6835_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DQ6835_STAMPING: 1702 Z 2016
 DQ6835_MARK LOGO: MNDT
 DQ6835_PROJECTION: RECESSED 5 CENTIMETERS
 DQ6835_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DQ6835_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ6835_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ6835+SATELLITE: SATELLITE OBSERVATIONS - September 05, 2023
 DQ6835_ROD/PIPE-DEPTH: 8.8 meters
 DQ6835
 DQ6835  HISTORY     - Date     Condition        Report By
 DQ6835  HISTORY     - 20160629 MONUMENTED       MNDT
 DQ6835  HISTORY     - 20230905 GOOD             MNDT
 DQ6835
 DQ6835                          STATION DESCRIPTION
 DQ6835
 DQ6835'DESCRIBED BY MN DEPT OF TRANSP 2016
 DQ6835'THE MARK IS LOCATED ABOUT 2.85 MI (4.59 KM) WEST OF DARFUR.
 DQ6835'
 DQ6835'TO REACH THE MARK GO 2.85 MI (4.59 KM) WEST ALONG TRUNK HIGHWAY 30
 DQ6835'FROM THE JUNCTION OF TRUNK HIGHWAY 30 AND COUNTY ROAD 4 IN DARFUR, AT
 DQ6835'TRUNK HIGHWAY 30 MILE POINT 84.9.
 DQ6835'
 DQ6835'THE MARK IS LOCATED 67.8 FT (20.7 M) NORTH OF TRUNK HIGHWAY 30, 68.0
 DQ6835'FT (20.7 M) WEST OF A FIELD ENTRANCE, 1.5 FT (0.5 M) SOUTH OF A
 DQ6835'WITNESS POST.
 DQ6835'
 DQ6835'NOTE-THE STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM ROD
 DQ6835'DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION REMOVABLE DISK
 DQ6835'SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH PVC
 DQ6835'PIPE BACK FILLED WITH WASHED SAND.
 DQ6835
 DQ6835                          STATION RECOVERY (2023)
 DQ6835
 DQ6835'RECOVERY NOTE BY MN DEPT OF TRANSP 2023 (KMS)
 DQ6835'2.85 MI (4.59 KM) WEST OF DARFUR, 2.85 MI (4.59 KM) WEST ALONG TRUNK
 DQ6835'HIGHWAY 30 FROM THE JUNCTION OF TRUNK HIGHWAY 30 AND COUNTY ROAD 4 IN
 DQ6835'DARFUR, AT TRUNK HIGHWAY 30 MILE POINT 84.9, 67.8 FT (20.7 M) NORTH OF
 DQ6835'TRUNK HIGHWAY 30, 68.0 FT (20.7 M) WEST OF A FIELD ENTRANCE, 1.0 FT
 DQ6835'(0.3 M) SOUTH OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 OP0381 ***********************************************************************
 OP0381  DESIGNATION -  1703 A RESET
 OP0381  PID         -  OP0381
 OP0381  STATE/COUNTY-  MN/COTTONWOOD
 OP0381  COUNTRY     -  US
 OP0381  USGS QUAD   -  WINDOM (2019)
 OP0381
 OP0381                         *CURRENT SURVEY CONTROL
 OP0381  ______________________________________________________________________
 OP0381* NAD 83(1986) POSITION- 43 51 29.32   (N) 095 06 56.08   (W)   HD_HELD1
 OP0381* NAVD 88 ORTHO HEIGHT -   413.676 (meters)     1357.20  (feet) ADJUSTED
 OP0381  ______________________________________________________________________
 OP0381  GEOID HEIGHT    -        -27.323 (meters)                     GEOID18
 OP0381  DYNAMIC HEIGHT  -        413.587 (meters)     1356.91  (feet) COMP
 OP0381  MODELED GRAVITY -    980,390.4   (mgal)                       NAVD 88
 OP0381
 OP0381  VERT ORDER      -  SECOND    CLASS I
 OP0381
 OP0381.The horizontal coordinates were determined by differentially corrected
 OP0381.hand held GPS observations or other comparable positioning techniques
 OP0381.and have an estimated accuracy of +/- 3 meters.
 OP0381
 OP0381.The orthometric height was determined by differential leveling and
 OP0381.adjusted by the NATIONAL GEODETIC SURVEY
 OP0381.in October 2013.
 OP0381
 OP0381.No vertical observational check was made to the station.
 OP0381
 OP0381.Significant digits in the geoid height do not necessarily reflect accuracy.
 OP0381.GEOID18 height accuracy estimate available here.
 OP0381
 OP0381.Click photographs - Photos may exist for this station.
 OP0381
 OP0381.The dynamic height is computed by dividing the NAVD 88
 OP0381.geopotential number by the normal gravity value computed on the
 OP0381.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OP0381.degrees latitude (g = 980.6199 gals.).
 OP0381
 OP0381.The modeled gravity was interpolated from observed gravity values.
 OP0381
 OP0381;                    North         East    Units  Estimated Accuracy
 OP0381;SPC MN S     -   195,962.8     710,315.0     MT  (+/- 3 meters HH1 GPS) 
 OP0381
 OP0381_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUJ2998058292(NAD 83)
 OP0381
 OP0381                          SUPERSEDED SURVEY CONTROL
 OP0381
 OP0381  NAVD 88 (06/15/91)  413.671  (m)         1357.19   (f) SUPERSEDED  2 0
 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
 OP0381.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OP0381.See file dsdata.pdf to determine how the superseded data were derived.
 OP0381
 OP0381_MARKER: DB = BENCH MARK DISK
 OP0381_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 OP0381_SP_SET: BRIDGE ABUTMENT
 OP0381_STAMPING: 1703 A RESET 1972
 OP0381_MARK LOGO: MNHD
 OP0381_MAGNETIC: N = NO MAGNETIC MATERIAL
 OP0381_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OP0381_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 OP0381+SATELLITE: SATELLITE OBSERVATIONS - June 20, 2016
 OP0381
 OP0381  HISTORY     - Date     Condition        Report By
 OP0381  HISTORY     - 19721201 MONUMENTED       MNHD
 OP0381  HISTORY     - 1980     GOOD             MNDT
 OP0381  HISTORY     - 19810401 GOOD             MNDT
 OP0381  HISTORY     - 20100629 GOOD             MNDT
 OP0381  HISTORY     - 20110518 GOOD             MNDT
 OP0381  HISTORY     - 20160609 GOOD             MNDT
 OP0381  HISTORY     - 20160620 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.
 OP0381
 OP0381                          STATION RECOVERY (2010)
 OP0381
 OP0381'RECOVERY NOTE BY MN DEPT OF TRANSP 2010 (KMS)
 OP0381'THE MARK IS IN WINDOM.
 OP0381'
 OP0381'TO REACH THE MARK IN SOUTHEAST CORNER OF TRUNK HIGHWAY 60 AND TRUNK
 OP0381'HIGHWAY 71 BRIDGE NUMBER 17001 OVER DES MOINES RIVER, 0.3 MI (0.5 KM)
 OP0381'NORTH OF SOUTH JUNCTION OF TRUNK HIGHWAY 60 AND TRUNK HIGHWAY 71 IN
 OP0381'WINDOM, AT TRUNK HIGHWAY MILE POINT 40.4.
 OP0381'
 OP0381'IT IS 28.5 FT (8.7 M) EAST OF TRUNK HIGHWAY 71.
 OP0381
 OP0381                          STATION RECOVERY (2011)
 OP0381
 OP0381'RECOVERY NOTE BY MN DEPT OF TRANSP 2011 (KMS)
 OP0381'RECOVERED IN GOOD CONDITION.
 OP0381
 OP0381                          STATION RECOVERY (2016)
 OP0381
 OP0381'RECOVERY NOTE BY MN DEPT OF TRANSP 2016 (MAS)
 OP0381'RECOVERED AS DESCRIBED.
 OP0381
 OP0381                          STATION RECOVERY (2016)
 OP0381
 OP0381'RECOVERY NOTE BY MN DEPT OF TRANSP 2016 (MAS)
 OP0381'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 OP0389 ***********************************************************************
 OP0389  DESIGNATION -  1703 B
 OP0389  PID         -  OP0389
 OP0389  STATE/COUNTY-  MN/COTTONWOOD
 OP0389  COUNTRY     -  US
 OP0389  USGS QUAD   -  BINGHAM LAKE (2019)
 OP0389
 OP0389                         *CURRENT SURVEY CONTROL
 OP0389  ______________________________________________________________________
 OP0389* NAD 83(2011) POSITION- 43 53 05.94623(N) 095 05 58.61311(W)   ADJUSTED
 OP0389* NAD 83(2011) ELLIP HT-   393.588 (meters)        (02/11/14)   ADJUSTED
 OP0389* NAD 83(2011) EPOCH   -  2010.00
 OP0389* NAVD 88 ORTHO HEIGHT -   420.941 (meters)     1381.04  (feet) ADJUSTED
 OP0389  ______________________________________________________________________
 OP0389  GEOID HEIGHT    -        -27.341 (meters)                     GEOID18
 OP0389  NAD 83(2011) X  -   -409,294.343 (meters)                     COMP
 OP0389  NAD 83(2011) Y  - -4,586,401.469 (meters)                     COMP
 OP0389  NAD 83(2011) Z  -  4,399,162.790 (meters)                     COMP
 OP0389  LAPLACE CORR    -         -3.07  (seconds)                    DEFLEC18
 OP0389  DYNAMIC HEIGHT  -        420.851 (meters)     1380.74  (feet) COMP
 OP0389  MODELED GRAVITY -    980,392.5   (mgal)                       NAVD 88
 OP0389
 OP0389  VERT ORDER      -  SECOND    CLASS I
 OP0389
 OP0389  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 OP0389  Standards:
 OP0389         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 OP0389            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 OP0389  -------------------------------------------------------------------
 OP0389  NETWORK    0.41   0.69           0.18   0.15   0.35      0.15189168
 OP0389  -------------------------------------------------------------------
 OP0389  Click here for local accuracies and other accuracy information.
 OP0389
 OP0389.The horizontal coordinates were established by GPS observations
 OP0389.and adjusted by the MN DEPT OF TRANSP in February 2014.
 OP0389
 OP0389.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 OP0389.been affixed to the stable North American tectonic plate. See 
 OP0389.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 OP0389
 OP0389.The horizontal coordinates are valid at the epoch date displayed above
 OP0389.which is a decimal equivalence of Year/Month/Day.
 OP0389
 OP0389.The orthometric height was determined by differential leveling and
 OP0389.adjusted by the NATIONAL GEODETIC SURVEY
 OP0389.in October 2013.
 OP0389
 OP0389.Significant digits in the geoid height do not necessarily reflect accuracy.
 OP0389.GEOID18 height accuracy estimate available here.
 OP0389
 OP0389.Click photographs - Photos may exist for this station.
 OP0389
 OP0389.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 OP0389
 OP0389.The Laplace correction was computed from DEFLEC18 derived deflections.
 OP0389
 OP0389.The ellipsoidal height was determined by GPS observations
 OP0389.and is referenced to NAD 83.
 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. The following values were computed from the NAD 83(2011) position.
 OP0389
 OP0389;                    North         East     Units Scale Factor Converg.
 OP0389;SPC MN S     -   198,927.311   711,638.365   MT  0.99997952   -0 46 14.7
 OP0389;SPC MN S     -   652,647.35  2,334,766.87   sFT  0.99997952   -0 46 14.7
 OP0389;UTM  15      - 4,861,241.249   331,338.881   MT  0.99994989   -1 27 21.0
 OP0389
 OP0389!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OP0389!SPC MN S     -   0.99993829  x   0.99997952  =   0.99991781
 OP0389!UTM  15      -   0.99993829  x   0.99994989  =   0.99988818
 OP0389
 OP0389:                Primary Azimuth Mark                     Grid Az
 OP0389:SPC MN S     -  1703 T                                   048 18 06.4
 OP0389:UTM  15      -  1703 T                                   048 59 12.7
 OP0389
 OP0389_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUJ3133861241(NAD 83)
 OP0389
 OP0389|---------------------------------------------------------------------|
 OP0389| PID    Reference Object                     Distance      Geod. Az  |
 OP0389|                                                           dddmmss.s |
 OP0389| DM5339 1703 T                              APPROX. 0.9 KM 0473151.7 |
 OP0389|---------------------------------------------------------------------|
 OP0389
 OP0389                          SUPERSEDED SURVEY CONTROL
 OP0389
 OP0389  NAVD 88 (06/15/91)  420.950  (m)         1381.07   (f) SUPERSEDED  2 0
 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
 OP0389.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OP0389.See file dsdata.pdf to determine how the superseded data were derived.
 OP0389
 OP0389_MARKER: DB = BENCH MARK DISK
 OP0389_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 OP0389_STAMPING: 1703 B 1970
 OP0389_MARK LOGO: MNHD
 OP0389_PROJECTION: RECESSED 8 CENTIMETERS
 OP0389_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 OP0389_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OP0389_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OP0389+SATELLITE: SATELLITE OBSERVATIONS - May 18, 2011
 OP0389
 OP0389  HISTORY     - Date     Condition        Report By
 OP0389  HISTORY     - 19700331 MONUMENTED       MNHD
 OP0389  HISTORY     - 1972     GOOD             MNDT
 OP0389  HISTORY     - 20100602 GOOD             MNDT
 OP0389  HISTORY     - 20100602 GOOD             MNDT
 OP0389  HISTORY     - 20110518 GOOD             MNDT
 OP0389
 OP0389                          STATION DESCRIPTION
 OP0389
 OP0389'DESCRIBED BY MN DEPT OF TRANSP 1972
 OP0389'1 MI NE FROM WINDOM.
 OP0389'MARK IS LOCATED 1 MILE NORTHEAST ALONG T.H. 60 FROM THE NORTH JUNCTION
 OP0389'OF T.H. 60 AND T.H. 71 IN WINDOM, 0.05 MILES NORTHEAST OF A TOWNSHIP
 OP0389'ROAD (NORTH), 88.6 FEET SOUTHEAST OF, AND 5 FEET LOWER THAN THE
 OP0389'CENTERLINE OF T.H. 60 AT MILE POINT 42.5, 34.5 FEET NORTHWEST OF THE
 OP0389'NORTHWEST RAIL OF THE CHICAGO-NORTHWESTERN RAILROAD, 7.5 FEET
 OP0389'SOUTHWEST OF A TELEPHONE POLE, 1 FOOT NORTHWEST OF A STEEL WITNESS
 OP0389'POST, IN A 6 FOOT PRECAST CONCRETE MONUMENT PROJECTING 3 INCHES ABOVE
 OP0389'GROUND.  NW 1/4 SECTION 19, T 105, R 36.
 OP0389
 OP0389                          STATION RECOVERY (2010)
 OP0389
 OP0389'RECOVERY NOTE BY MN DEPT OF TRANSP 2010 (KMS)
 OP0389'THE MARK WAS RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.
 OP0389'THE MARK IS 1.0 MILE NORTHEAST OF WINDOM, 1.0 MILE NORTHEAST OF NORTH
 OP0389'JUNCTION OF TRUNK HIGHWAY 60 AND TRUNK HIGHWAY 71, AT TRUNK HIGHWAY 60
 OP0389'MILEPOINT 42.5, 88.6 FEET SOUTHEAST OF TRUNK HIGHWAY 60, 34.5 FEET
 OP0389'NORTHWEST OF NORTHWEST RAIL OF RAILROAD, 1.0 FOOT NORTHWEST OF WITNESS
 OP0389'POST.
 OP0389
 OP0389                          STATION RECOVERY (2010)
 OP0389
 OP0389'RECOVERY NOTE BY MN DEPT OF TRANSP 2010 (KMS)
 OP0389'RECOVERED AS DESCRIBED.
 OP0389
 OP0389                          STATION RECOVERY (2011)
 OP0389
 OP0389'RECOVERY NOTE BY MN DEPT OF TRANSP 2011 (KMS)
 OP0389'1.0 MILE NORTHEAST OF WINDOM, 1.0 MILE NORTHEAST OF NORTH JUNCTION OF
 OP0389'TRUNK HIGHWAY 60 AND TRUNK HIGHWAY 71, AT TRUNK HIGHWAY 60 MILEPOINT
 OP0389'42.5, 88.6 FEET SOUTHEAST OF TRUNK HIGHWAY 60, 34.5 FEET NORTHWEST OF
 OP0389'NORTHWEST RAIL OF RAILROAD, 1.0 FOOT NORTHWEST OF WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 OP0391 ***********************************************************************
 OP0391  DESIGNATION -  1703 C
 OP0391  PID         -  OP0391
 OP0391  STATE/COUNTY-  MN/COTTONWOOD
 OP0391  COUNTRY     -  US
 OP0391  USGS QUAD   -  BINGHAM LAKE (2019)
 OP0391
 OP0391                         *CURRENT SURVEY CONTROL
 OP0391  ______________________________________________________________________
 OP0391* NAD 83(1986) POSITION- 43 53 30.     (N) 095 05 14.     (W)   SCALED
 OP0391* NAVD 88 ORTHO HEIGHT -   432.663 (meters)     1419.50  (feet) ADJUSTED
 OP0391  ______________________________________________________________________
 OP0391  GEOID HEIGHT    -        -27.357 (meters)                     GEOID18
 OP0391  DYNAMIC HEIGHT  -        432.571 (meters)     1419.19  (feet) COMP
 OP0391  MODELED GRAVITY -    980,393.3   (mgal)                       NAVD 88
 OP0391
 OP0391  VERT ORDER      -  SECOND    CLASS 0
 OP0391
 OP0391.The horizontal coordinates were scaled from a map and have
 OP0391.an estimated accuracy of +/- 6 seconds.
 OP0391
 OP0391.The orthometric height was determined by differential leveling and
 OP0391.adjusted by the NATIONAL GEODETIC SURVEY
 OP0391.in June 1991.
 OP0391
 OP0391.Significant digits in the geoid height do not necessarily reflect accuracy.
 OP0391.GEOID18 height accuracy estimate available here.
 OP0391
 OP0391.Click photographs - Photos may exist for this station.
 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.      712,640.      MT  (+/- 180 meters Scaled)
 OP0391
 OP0391_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUJ323619(NAD 83)
 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
 OP0391.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OP0391.See file dsdata.pdf to determine how the superseded data were derived.
 OP0391
 OP0391_MARKER: DD = SURVEY DISK
 OP0391_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OP0391_STAMPING: 1703-C 1970
 OP0391_MARK LOGO: MNHD
 OP0391_PROJECTION: PROJECTING 5 CENTIMETERS
 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       MNHD
 OP0391  HISTORY     - 1972     GOOD             MNDT
 OP0391  HISTORY     - 1980     GOOD             MNDT
 OP0391  HISTORY     - 20100602 MARK NOT FOUND   MNDT
 OP0391  HISTORY     - 20230609 MARK NOT FOUND   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, T105N, R35W.  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
 OP0391
 OP0391                          STATION RECOVERY (2010)
 OP0391
 OP0391'RECOVERY NOTE BY MN DEPT OF TRANSP 2010 (KMS)
 OP0391'AFTER A THOROUGH FIELD SEARCH, MARK WAS NOT FOUND.
 OP0391
 OP0391                          STATION RECOVERY (2023)
 OP0391
 OP0391'RECOVERY NOTE BY MN DEPT OF TRANSP 2023 (TJD)
 OP0391'AFTER A THOROUGH FIELD SEARCH MARK WAS NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 OP0206 ***********************************************************************
 OP0206  DESIGNATION -  1703 H 1
 OP0206  PID         -  OP0206
 OP0206  STATE/COUNTY-  MN/COTTONWOOD
 OP0206  COUNTRY     -  US
 OP0206  USGS QUAD   -  MOUNTAIN LAKE (2019)
 OP0206
 OP0206                         *CURRENT SURVEY CONTROL
 OP0206  ______________________________________________________________________
 OP0206* NAD 83(1986) POSITION- 43 56 00.23   (N) 094 56 36.64   (W)   HD_HELD1
 OP0206* NAVD 88 ORTHO HEIGHT -   395.471 (meters)     1297.47  (feet) ADJUSTED
 OP0206  ______________________________________________________________________
 OP0206  GEOID HEIGHT    -        -27.553 (meters)                     GEOID18
 OP0206  DYNAMIC HEIGHT  -        395.390 (meters)     1297.21  (feet) COMP
 OP0206  MODELED GRAVITY -    980,402.7   (mgal)                       NAVD 88
 OP0206
 OP0206  VERT ORDER      -  SECOND    CLASS 0
 OP0206
 OP0206.The horizontal coordinates were determined by differentially corrected
 OP0206.hand held GPS observations or other comparable positioning techniques
 OP0206.and have an estimated accuracy of +/- 3 meters.
 OP0206
 OP0206.The orthometric height was determined by differential leveling and
 OP0206.adjusted by the NATIONAL GEODETIC SURVEY
 OP0206.in June 1991.
 OP0206
 OP0206.Significant digits in the geoid height do not necessarily reflect accuracy.
 OP0206.GEOID18 height accuracy estimate available here.
 OP0206
 OP0206.Click photographs - Photos may exist for this station.
 OP0206
 OP0206.The dynamic height is computed by dividing the NAVD 88
 OP0206.geopotential number by the normal gravity value computed on the
 OP0206.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OP0206.degrees latitude (g = 980.6199 gals.).
 OP0206
 OP0206.The modeled gravity was interpolated from observed gravity values.
 OP0206
 OP0206;                    North         East    Units  Estimated Accuracy
 OP0206;SPC MN S     -   204,149.1     724,243.9     MT  (+/- 3 meters HH1 GPS) 
 OP0206
 OP0206_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUJ4400566311(NAD 83)
 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
 OP0206.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OP0206.See file dsdata.pdf to determine how the superseded data were derived.
 OP0206
 OP0206_MARKER: DB = BENCH MARK DISK
 OP0206_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 OP0206_SP_SET: CONCRETE BOX CULVERT HEADWALL
 OP0206_STAMPING: 1703 H 1 1972
 OP0206_MARK LOGO: MNHD
 OP0206_MAGNETIC: N = NO MAGNETIC MATERIAL
 OP0206_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OP0206+STABILITY: SURFACE MOTION
 OP0206_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 OP0206+SATELLITE: SATELLITE OBSERVATIONS - June 02, 2010
 OP0206
 OP0206  HISTORY     - Date     Condition        Report By
 OP0206  HISTORY     - 19720401 MONUMENTED       MNHD
 OP0206  HISTORY     - 20100602 GOOD             MNDT
 OP0206
 OP0206                          STATION DESCRIPTION
 OP0206
 OP0206'DESCRIBED BY MN HIGHWAY DEPT 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.
 OP0206
 OP0206                          STATION RECOVERY (2010)
 OP0206
 OP0206'RECOVERY NOTE BY MN DEPT OF TRANSP 2010 (KMS)
 OP0206'0.8 MI (1.3 KM) SOUTHWEST OF MOUNTAIN LAKE, 0.20 MI (0.32 KM) WEST
 OP0206'ALONG COUNTY ROAD 44  FROM THE JUNCTION OF COUNTY ROAD 44 AND COUNTY
 OP0206'ROAD 27, IN MOUNTAIN LAKE THEN WALK ABOUT 500 FT (152.4 M) SOUTH TO
 OP0206'MARK, 62.0 FT (18.9 M) NORTH OF NORTH RAIL OF RAILROAD TRACKS, 37 FEET
 OP0206'SOUTHEAST OF TRUNK HIGHWAY 60, 140 FT (42.7 M) WEST OF RAILROAD
 OP0206'MILEPOST 137, IN SOUTHEAST CORNER OF TRUNK HIGHWAY 60 BOX CULVERT AT
 OP0206'SMALL CREEK.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DM5335 ***********************************************************************
 DM5335  DESIGNATION -  1703 M
 DM5335  PID         -  DM5335
 DM5335  STATE/COUNTY-  MN/COTTONWOOD
 DM5335  COUNTRY     -  US
 DM5335  USGS QUAD   -  MOUNTAIN LAKE (2019)
 DM5335
 DM5335                         *CURRENT SURVEY CONTROL
 DM5335  ______________________________________________________________________
 DM5335* NAD 83(2011) POSITION- 43 56 39.89114(N) 094 52 45.82791(W)   ADJUSTED
 DM5335* NAD 83(2011) ELLIP HT-   363.345 (meters)        (02/20/14)   ADJUSTED
 DM5335* NAD 83(2011) EPOCH   -  2010.00
 DM5335* NAVD 88 ORTHO HEIGHT -   390.968 (meters)     1282.70  (feet) ADJUSTED
 DM5335  ______________________________________________________________________
 DM5335  GEOID HEIGHT    -        -27.631 (meters)                     GEOID18
 DM5335  NAD 83(2011) X  -   -391,271.950 (meters)                     COMP
 DM5335  NAD 83(2011) Y  - -4,583,355.448 (meters)                     COMP
 DM5335  NAD 83(2011) Z  -  4,403,898.869 (meters)                     COMP
 DM5335  LAPLACE CORR    -         -2.78  (seconds)                    DEFLEC18
 DM5335  DYNAMIC HEIGHT  -        390.890 (meters)     1282.44  (feet) COMP
 DM5335  MODELED GRAVITY -    980,407.2   (mgal)                       NAVD 88
 DM5335
 DM5335  VERT ORDER      -  SECOND    CLASS I
 DM5335
 DM5335  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DM5335  Standards:
 DM5335         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DM5335            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DM5335  -------------------------------------------------------------------
 DM5335  NETWORK    0.51   0.76           0.24   0.16   0.39      0.21809541
 DM5335  -------------------------------------------------------------------
 DM5335  Click here for local accuracies and other accuracy information.
 DM5335
 DM5335.The horizontal coordinates were established by GPS observations
 DM5335.and adjusted by the MN DEPT OF TRANSP in February 2014.
 DM5335
 DM5335.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DM5335.been affixed to the stable North American tectonic plate. See 
 DM5335.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DM5335
 DM5335.The horizontal coordinates are valid at the epoch date displayed above
 DM5335.which is a decimal equivalence of Year/Month/Day.
 DM5335
 DM5335.The orthometric height was determined by differential leveling and
 DM5335.adjusted by the NATIONAL GEODETIC SURVEY
 DM5335.in October 2013.
 DM5335
 DM5335.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM5335.GEOID18 height accuracy estimate available here.
 DM5335
 DM5335.Click photographs - Photos may exist for this station.
 DM5335
 DM5335.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DM5335
 DM5335.The Laplace correction was computed from DEFLEC18 derived deflections.
 DM5335
 DM5335.The ellipsoidal height was determined by GPS observations
 DM5335.and is referenced to NAD 83.
 DM5335
 DM5335.The dynamic height is computed by dividing the NAVD 88
 DM5335.geopotential number by the normal gravity value computed on the
 DM5335.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM5335.degrees latitude (g = 980.6199 gals.).
 DM5335
 DM5335.The modeled gravity was interpolated from observed gravity values.
 DM5335
 DM5335. The following values were computed from the NAD 83(2011) position.
 DM5335
 DM5335;                    North         East     Units Scale Factor Converg.
 DM5335;SPC MN S     -   205,315.751   729,404.677   MT  0.99996899   -0 36 59.0
 DM5335;SPC MN S     -   673,606.76  2,393,055.18   sFT  0.99996899   -0 36 59.0
 DM5335;UTM  15      - 4,867,415.963   349,179.400   MT  0.99987977   -1 18 16.1
 DM5335
 DM5335!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DM5335!SPC MN S     -   0.99994303  x   0.99996899  =   0.99991202
 DM5335!UTM  15      -   0.99994303  x   0.99987977  =   0.99982281
 DM5335
 DM5335_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUJ4917967415(NAD 83)
 DM5335
 DM5335                          SUPERSEDED SURVEY CONTROL
 DM5335
 DM5335.No superseded survey control is available for this station.
 DM5335
 DM5335_MARKER: I = METAL ROD
 DM5335_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DM5335_STAMPING: 1703 M 2010
 DM5335_MARK LOGO: MNDT
 DM5335_PROJECTION: RECESSED 3 CENTIMETERS
 DM5335_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DM5335_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DM5335_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DM5335+SATELLITE: SATELLITE OBSERVATIONS - September 05, 2023
 DM5335_ROD/PIPE-DEPTH: 6.1 meters
 DM5335
 DM5335  HISTORY     - Date     Condition        Report By
 DM5335  HISTORY     - 20100707 MONUMENTED       MNDT
 DM5335  HISTORY     - 20191021 GOOD             MNDT
 DM5335  HISTORY     - 20230905 GOOD             MNDT
 DM5335
 DM5335                          STATION DESCRIPTION
 DM5335
 DM5335'DESCRIBED BY MN DEPT OF TRANSP 2010
 DM5335'THE MARK IS 2.5 MILES EAST OF MOUNTAIN LAKE, 2.25 MILES NORTHEAST
 DM5335'ALONG TRUNK HIGHWAY 60 FROM THE JUNCTION OF TRUNK HIGHWAY 60 AND
 DM5335'COUNTY ROAD 1 IN MOUNTAIN LAKE, AT TRUNK HIGHWAY 60 MILEPOINT 54.55,
 DM5335'181.6 FEET NORTHWEST OF TRUNK HIGHWAY 60, 32.0 FEET SOUTHWEST OF
 DM5335'COUNTY ROAD 8 (600TH AVENUE), 14.0 FEET SOUTHEAST OF FIELD ENTRANCE,
 DM5335'1.7 FEET NORTHWEST OF WITNESS POST.
 DM5335'
 DM5335'THE STATION MARK CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM ROD
 DM5335'DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL MARK REMOVABLE DISK SET
 DM5335'ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH PVC PIPE
 DM5335'BACKFILLED WITH WASHED SAND.
 DM5335
 DM5335                          STATION RECOVERY (2019)
 DM5335
 DM5335'RECOVERY NOTE BY MN DEPT OF TRANSP 2019 (MPP)
 DM5335'2.5 MI (4.0 KM) EAST OF MOUNTAIN LAKE, 2.25 MI (3.62 KM) NORTHEAST
 DM5335'ALONG TRUNK HIGHWAY 60 FROM THE JUNCTION OF TRUNK HIGHWAY 60 AND
 DM5335'COUNTY ROAD 1 IN MOUNTAIN LAKE, AT TRUNK HIGHWAY 60 MILE POINT 54.55,
 DM5335'181.6 FT (55.4 M) NORTHWEST OF TRUNK HIGHWAY 60, 32.0 FT (9.8 M)
 DM5335'SOUTHWEST OF COUNTY ROAD 8 (600TH AVENUE), 14.0 FT (4.3 M) SOUTHEAST
 DM5335'OF A FIELD ENTRANCE, 42.8 FT (13.0 M) SOUTH OF A WITNESS POST.
 DM5335
 DM5335                          STATION RECOVERY (2023)
 DM5335
 DM5335'RECOVERY NOTE BY MN DEPT OF TRANSP 2023 (TJD)
 DM5335'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DM5336 ***********************************************************************
 DM5336  DESIGNATION -  1703 N
 DM5336  PID         -  DM5336
 DM5336  STATE/COUNTY-  MN/COTTONWOOD
 DM5336  COUNTRY     -  US
 DM5336  USGS QUAD   -  MOUNTAIN LAKE (2019)
 DM5336
 DM5336                         *CURRENT SURVEY CONTROL
 DM5336  ______________________________________________________________________
 DM5336* NAD 83(2011) POSITION- 43 55 53.01168(N) 094 55 35.34942(W)   ADJUSTED
 DM5336* NAD 83(2011) ELLIP HT-   371.993 (meters)        (02/20/14)   ADJUSTED
 DM5336* NAD 83(2011) EPOCH   -  2010.00
 DM5336* NAVD 88 ORTHO HEIGHT -   399.559 (meters)     1310.89  (feet) ADJUSTED
 DM5336  ______________________________________________________________________
 DM5336  GEOID HEIGHT    -        -27.573 (meters)                     GEOID18
 DM5336  NAD 83(2011) X  -   -395,125.468 (meters)                     COMP
 DM5336  NAD 83(2011) Y  - -4,584,038.850 (meters)                     COMP
 DM5336  NAD 83(2011) Z  -  4,402,862.911 (meters)                     COMP
 DM5336  LAPLACE CORR    -         -3.07  (seconds)                    DEFLEC18
 DM5336  DYNAMIC HEIGHT  -        399.477 (meters)     1310.62  (feet) COMP
 DM5336  MODELED GRAVITY -    980,403.0   (mgal)                       NAVD 88
 DM5336
 DM5336  VERT ORDER      -  SECOND    CLASS I
 DM5336
 DM5336  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DM5336  Standards:
 DM5336         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DM5336            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DM5336  -------------------------------------------------------------------
 DM5336  NETWORK    0.43   0.90           0.19   0.16   0.46      0.23964783
 DM5336  -------------------------------------------------------------------
 DM5336  Click here for local accuracies and other accuracy information.
 DM5336
 DM5336.The horizontal coordinates were established by GPS observations
 DM5336.and adjusted by the MN DEPT OF TRANSP in February 2014.
 DM5336
 DM5336.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DM5336.been affixed to the stable North American tectonic plate. See 
 DM5336.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DM5336
 DM5336.The horizontal coordinates are valid at the epoch date displayed above
 DM5336.which is a decimal equivalence of Year/Month/Day.
 DM5336
 DM5336.The orthometric height was determined by differential leveling and
 DM5336.adjusted by the NATIONAL GEODETIC SURVEY
 DM5336.in October 2013.
 DM5336
 DM5336.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM5336.GEOID18 height accuracy estimate available here.
 DM5336
 DM5336.Click photographs - Photos may exist for this station.
 DM5336
 DM5336.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DM5336
 DM5336.The Laplace correction was computed from DEFLEC18 derived deflections.
 DM5336
 DM5336.The ellipsoidal height was determined by GPS observations
 DM5336.and is referenced to NAD 83.
 DM5336
 DM5336.The dynamic height is computed by dividing the NAVD 88
 DM5336.geopotential number by the normal gravity value computed on the
 DM5336.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM5336.degrees latitude (g = 980.6199 gals.).
 DM5336
 DM5336.The modeled gravity was interpolated from observed gravity values.
 DM5336
 DM5336. The following values were computed from the NAD 83(2011) position.
 DM5336
 DM5336;                    North         East     Units Scale Factor Converg.
 DM5336;SPC MN S     -   203,910.748   725,608.248   MT  0.99997121   -0 38 57.8
 DM5336;SPC MN S     -   668,997.18  2,380,599.73   sFT  0.99997121   -0 38 57.8
 DM5336;UTM  15      - 4,866,056.744   345,366.697   MT  0.99989410   -1 20 12.7
 DM5336
 DM5336!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DM5336!SPC MN S     -   0.99994167  x   0.99997121  =   0.99991288
 DM5336!UTM  15      -   0.99994167  x   0.99989410  =   0.99983578
 DM5336
 DM5336_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUJ4536666056(NAD 83)
 DM5336
 DM5336                          SUPERSEDED SURVEY CONTROL
 DM5336
 DM5336.No superseded survey control is available for this station.
 DM5336
 DM5336_MARKER: I = METAL ROD
 DM5336_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DM5336_STAMPING: 1703 N 2010
 DM5336_MARK LOGO: MNDT
 DM5336_PROJECTION: FLUSH
 DM5336_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DM5336_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DM5336_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DM5336+SATELLITE: SATELLITE OBSERVATIONS - September 05, 2023
 DM5336_ROD/PIPE-DEPTH: 6.1 meters
 DM5336
 DM5336  HISTORY     - Date     Condition        Report By
 DM5336  HISTORY     - 20100707 MONUMENTED       MNDT
 DM5336  HISTORY     - 2010     GOOD             MNDT
 DM5336  HISTORY     - 20191016 GOOD             MNDT
 DM5336  HISTORY     - 20230905 GOOD             MNDT
 DM5336
 DM5336                          STATION DESCRIPTION
 DM5336
 DM5336'DESCRIBED BY MN DEPT OF TRANSP 2010
 DM5336'THE MARK IS 0.5 MILE SOUTH OF MOUNTAIN LAKE, 0.35 MILE WEST ALONG
 DM5336'TRUNK HIGHWAY 60 FROM THE JUNCTION OF TRUNK HIGHWAY 60 AND COUNTY ROAD
 DM5336'1 IN MOUNTAIN LAKE, AT TRUNK HIGHWAY 60 MILEPOINT 52.0, 73.0 FEET
 DM5336'SOUTH OF EASTBOUND TRUNK HIGHWAY 60, 22.5 FEET NORTH OF TAR ROAD, 1.7
 DM5336'FEET WEST OF WITNESS POST.
 DM5336
 DM5336                          STATION RECOVERY (2010)
 DM5336
 DM5336'RECOVERY NOTE BY MN DEPT OF TRANSP 2010
 DM5336'RECOVERED AS DESCRIBED.
 DM5336'
 DM5336'NOTE - THE STATION MARK CONSISTS OF A 3/4 INCH (19 MM) DIAMETER
 DM5336'ALUMINUM ROD DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL MARK
 DM5336'REMOVABLE DISK SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY
 DM5336'A SIX-INCH PVC PIPE BACKFILLED WITH WASHED SAND.
 DM5336
 DM5336                          STATION RECOVERY (2019)
 DM5336
 DM5336'RECOVERY NOTE BY MN DEPT OF TRANSP 2019 (MPP)
 DM5336'0.5 MI (0.8 KM) SOUTH OF MOUNTAIN LAKE, 0.35 MI (0.56 KM) WEST ALONG
 DM5336'TRUNK HIGHWAY 60 FROM THE JUNCTION OF TRUNK HIGHWAY 60 AND COUNTY ROAD
 DM5336'1 IN MOUNTAIN LAKE, AT TRUNK HIGHWAY 60 MILE POINT 52.0, 73.0 FT (22.3
 DM5336'M) SOUTH OF EASTBOUND TRUNK HIGHWAY 60, 22.5 FT (6.9 M) NORTH OF SOUTH
 DM5336'KLEIN STREET, 10.4 FT (3.2 M) SOUTH OF A WITNESS POST.
 DM5336
 DM5336                          STATION RECOVERY (2023)
 DM5336
 DM5336'RECOVERY NOTE BY MN DEPT OF TRANSP 2023 (TJD)
 DM5336'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DO1602 ***********************************************************************
 DO1602  DESIGNATION -  1703 P
 DO1602  PID         -  DO1602
 DO1602  STATE/COUNTY-  MN/COTTONWOOD
 DO1602  COUNTRY     -  US
 DO1602  USGS QUAD   -  MOUNTAIN LAKE (2019)
 DO1602
 DO1602                         *CURRENT SURVEY CONTROL
 DO1602  ______________________________________________________________________
 DO1602* NAD 83(1986) POSITION- 43 55 55.6    (N) 094 56 48.8    (W)   HD_HELD2
 DO1602* NAVD 88 ORTHO HEIGHT -   408.197 (meters)     1339.23  (feet) ADJUSTED
 DO1602  ______________________________________________________________________
 DO1602  GEOID HEIGHT    -        -27.549 (meters)                     GEOID18
 DO1602  DYNAMIC HEIGHT  -        408.114 (meters)     1338.95  (feet) COMP
 DO1602  MODELED GRAVITY -    980,402.4   (mgal)                       NAVD 88
 DO1602
 DO1602  VERT ORDER      -  SECOND    CLASS I
 DO1602
 DO1602.The horizontal coordinates were established by autonomous hand held GPS
 DO1602.observations and have an estimated accuracy of +/- 10 meters.
 DO1602
 DO1602.The orthometric height was determined by differential leveling and
 DO1602.adjusted by the NATIONAL GEODETIC SURVEY
 DO1602.in October 2013.
 DO1602
 DO1602.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO1602.GEOID18 height accuracy estimate available here.
 DO1602
 DO1602.Click photographs - Photos may exist for this station.
 DO1602
 DO1602.The dynamic height is computed by dividing the NAVD 88
 DO1602.geopotential number by the normal gravity value computed on the
 DO1602.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO1602.degrees latitude (g = 980.6199 gals.).
 DO1602
 DO1602.The modeled gravity was interpolated from observed gravity values.
 DO1602
 DO1602;                    North         East    Units  Estimated Accuracy
 DO1602;SPC MN S     -   204,009.      723,971.      MT  (+/- 10 meters HH2 GPS)
 DO1602
 DO1602_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUJ4373066175(NAD 83)
 DO1602
 DO1602                          SUPERSEDED SURVEY CONTROL
 DO1602
 DO1602.No superseded survey control is available for this station.
 DO1602
 DO1602_MARKER: DV = VERTICAL CONTROL DISK
 DO1602_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DO1602_SP_SET: BRIDGE ABUTMENT
 DO1602_STAMPING: 1703 P 1987
 DO1602_MARK LOGO: MNDT
 DO1602_MAGNETIC: N = NO MAGNETIC MATERIAL
 DO1602_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DO1602_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DO1602+SATELLITE: SATELLITE OBSERVATIONS - June 02, 2010
 DO1602
 DO1602  HISTORY     - Date     Condition        Report By
 DO1602  HISTORY     - 1987     MONUMENTED       MNDT
 DO1602  HISTORY     - 20100602 GOOD             MNDT
 DO1602
 DO1602                          STATION DESCRIPTION
 DO1602
 DO1602'DESCRIBED BY MN DEPT OF TRANSP 2010 (KMS)
 DO1602'THE MARK IS 1.0 MI (1.6 KM) SOUTHWEST OF MOUNTAIN LAKE.
 DO1602'
 DO1602'TO REACH THE MARK GO 1.35 MI (2.2 KM) WEST ALONG TRUNK HIGHWAY 60 FROM
 DO1602'THE JUNCTION OF TRUNK HIGHWAY 60 AND COUNTY ROAD 1 IN MOUNTAIN LAKE,
 DO1602'AT TRUNK HIGHWAY 60 MILE POINT 51.0, IN ABUTMENT IN SOUTHEAST CORNER
 DO1602'OF WESTBOUND TRUNK HIGHWAY 60 BRIDGE NUMBER 17007 OVER THE RAILROAD
 DO1602'TRACKS.
 DO1602'
 DO1602'IT IS 20 FT (6.1 M) SOUTH OF WESTBOUND TRUNK HIGHWAY 60.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DO1601 ***********************************************************************
 DO1601  DESIGNATION -  1703 Q
 DO1601  PID         -  DO1601
 DO1601  STATE/COUNTY-  MN/COTTONWOOD
 DO1601  COUNTRY     -  US
 DO1601  USGS QUAD   -  MOUNTAIN LAKE (2019)
 DO1601
 DO1601                         *CURRENT SURVEY CONTROL
 DO1601  ______________________________________________________________________
 DO1601* NAD 83(1986) POSITION- 43 55 55.8    (N) 094 56 53.8    (W)   HD_HELD2
 DO1601* NAVD 88 ORTHO HEIGHT -   409.035 (meters)     1341.98  (feet) ADJUSTED
 DO1601  ______________________________________________________________________
 DO1601  GEOID HEIGHT    -        -27.547 (meters)                     GEOID18
 DO1601  DYNAMIC HEIGHT  -        408.951 (meters)     1341.70  (feet) COMP
 DO1601  MODELED GRAVITY -    980,402.4   (mgal)                       NAVD 88
 DO1601
 DO1601  VERT ORDER      -  SECOND    CLASS I
 DO1601
 DO1601.The horizontal coordinates were established by autonomous hand held GPS
 DO1601.observations and have an estimated accuracy of +/- 10 meters.
 DO1601
 DO1601.The orthometric height was determined by differential leveling and
 DO1601.adjusted by the NATIONAL GEODETIC SURVEY
 DO1601.in October 2013.
 DO1601
 DO1601.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO1601.GEOID18 height accuracy estimate available here.
 DO1601
 DO1601.Click photographs - Photos may exist for this station.
 DO1601
 DO1601.The dynamic height is computed by dividing the NAVD 88
 DO1601.geopotential number by the normal gravity value computed on the
 DO1601.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO1601.degrees latitude (g = 980.6199 gals.).
 DO1601
 DO1601.The modeled gravity was interpolated from observed gravity values.
 DO1601
 DO1601;                    North         East    Units  Estimated Accuracy
 DO1601;SPC MN S     -   204,017.      723,860.      MT  (+/- 10 meters HH2 GPS)
 DO1601
 DO1601_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUJ4361966183(NAD 83)
 DO1601
 DO1601                          SUPERSEDED SURVEY CONTROL
 DO1601
 DO1601.No superseded survey control is available for this station.
 DO1601
 DO1601_MARKER: DV = VERTICAL CONTROL DISK
 DO1601_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DO1601_SP_SET: BRIDGE ABUTMENT
 DO1601_STAMPING: 1703 Q 1987
 DO1601_MARK LOGO: MNDT
 DO1601_MAGNETIC: N = NO MAGNETIC MATERIAL
 DO1601_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DO1601_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DO1601+SATELLITE: SATELLITE OBSERVATIONS - June 02, 2010
 DO1601
 DO1601  HISTORY     - Date     Condition        Report By
 DO1601  HISTORY     - 1987     MONUMENTED       MNDT
 DO1601  HISTORY     - 20100602 GOOD             MNDT
 DO1601
 DO1601                          STATION DESCRIPTION
 DO1601
 DO1601'DESCRIBED BY MN DEPT OF TRANSP 2010 (KMS)
 DO1601'THE MARK IS 1.0 MI (1.6 KM) SOUTHWEST OF MOUNTAIN LAKE.
 DO1601'
 DO1601'TO REACH THE MARK GO 1.4 MI (2.3 KM) WEST ALONG TRUNK HIGHWAY 60 FROM
 DO1601'THE JUNCTION OF TRUNK HIGHWAY 60 AND COUNTY ROAD 1 IN MOUNTAIN LAKE,
 DO1601'AT TRUNK HIGHWAY 60 MILE POINT 50.95.
 DO1601'
 DO1601'IT IS 26.3 FT (8.0 M) SOUTH OF EASTBOUND TRUNK HIGHWAY 60, IN ABUTMENT
 DO1601'IN SOUTHWEST CORNER OF EASTBOUND TRUNK HIGHWAY 60 BRIDGE NUMBER 17006
 DO1601'OVER THE RAILROAD TRACKS.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DM5337 ***********************************************************************
 DM5337  DESIGNATION -  1703 R
 DM5337  PID         -  DM5337
 DM5337  STATE/COUNTY-  MN/COTTONWOOD
 DM5337  COUNTRY     -  US
 DM5337  USGS QUAD   -  MOUNTAIN LAKE (2019)
 DM5337
 DM5337                         *CURRENT SURVEY CONTROL
 DM5337  ______________________________________________________________________
 DM5337* NAD 83(2011) POSITION- 43 55 24.06311(N) 094 58 45.57645(W)   ADJUSTED
 DM5337* NAD 83(2011) ELLIP HT-   385.236 (meters)        (02/20/14)   ADJUSTED
 DM5337* NAD 83(2011) EPOCH   -  2010.00
 DM5337* NAVD 88 ORTHO HEIGHT -   412.743 (meters)     1354.14  (feet) ADJUSTED
 DM5337  ______________________________________________________________________
 DM5337  GEOID HEIGHT    -        -27.504 (meters)                     GEOID18
 DM5337  NAD 83(2011) X  -   -399,407.545 (meters)                     COMP
 DM5337  NAD 83(2011) Y  - -4,584,299.540 (meters)                     COMP
 DM5337  NAD 83(2011) Z  -  4,402,228.564 (meters)                     COMP
 DM5337  LAPLACE CORR    -         -3.37  (seconds)                    DEFLEC18
 DM5337  DYNAMIC HEIGHT  -        412.658 (meters)     1353.86  (feet) COMP
 DM5337  MODELED GRAVITY -    980,400.8   (mgal)                       NAVD 88
 DM5337
 DM5337  VERT ORDER      -  SECOND    CLASS I
 DM5337
 DM5337  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DM5337  Standards:
 DM5337         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DM5337            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DM5337  -------------------------------------------------------------------
 DM5337  NETWORK    0.44   0.92           0.19   0.17   0.47      0.17985644
 DM5337  -------------------------------------------------------------------
 DM5337  Click here for local accuracies and other accuracy information.
 DM5337
 DM5337.The horizontal coordinates were established by GPS observations
 DM5337.and adjusted by the MN DEPT OF TRANSP in February 2014.
 DM5337
 DM5337.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DM5337.been affixed to the stable North American tectonic plate. See 
 DM5337.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DM5337
 DM5337.The horizontal coordinates are valid at the epoch date displayed above
 DM5337.which is a decimal equivalence of Year/Month/Day.
 DM5337
 DM5337.The orthometric height was determined by differential leveling and
 DM5337.adjusted by the NATIONAL GEODETIC SURVEY
 DM5337.in October 2013.
 DM5337
 DM5337.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM5337.GEOID18 height accuracy estimate available here.
 DM5337
 DM5337.Click photographs - Photos may exist for this station.
 DM5337
 DM5337.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DM5337
 DM5337.The Laplace correction was computed from DEFLEC18 derived deflections.
 DM5337
 DM5337.The ellipsoidal height was determined by GPS observations
 DM5337.and is referenced to NAD 83.
 DM5337
 DM5337.The dynamic height is computed by dividing the NAVD 88
 DM5337.geopotential number by the normal gravity value computed on the
 DM5337.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM5337.degrees latitude (g = 980.6199 gals.).
 DM5337
 DM5337.The modeled gravity was interpolated from observed gravity values.
 DM5337
 DM5337. The following values were computed from the NAD 83(2011) position.
 DM5337
 DM5337;                    North         East     Units Scale Factor Converg.
 DM5337;SPC MN S     -   203,066.825   721,354.911   MT  0.99997260   -0 41 11.2
 DM5337;SPC MN S     -   666,228.41  2,366,645.24   sFT  0.99997260   -0 41 11.2
 DM5337;UTM  15      - 4,865,263.949   341,103.842   MT  0.99991054   -1 22 24.0
 DM5337
 DM5337!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DM5337!SPC MN S     -   0.99993960  x   0.99997260  =   0.99991220
 DM5337!UTM  15      -   0.99993960  x   0.99991054  =   0.99985014
 DM5337
 DM5337_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUJ4110365263(NAD 83)
 DM5337
 DM5337                          SUPERSEDED SURVEY CONTROL
 DM5337
 DM5337.No superseded survey control is available for this station.
 DM5337
 DM5337_MARKER: I = METAL ROD
 DM5337_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DM5337_STAMPING: 1703 R 2010
 DM5337_MARK LOGO: MNDT
 DM5337_PROJECTION: RECESSED 5 CENTIMETERS
 DM5337_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DM5337_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DM5337_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DM5337+SATELLITE: SATELLITE OBSERVATIONS - September 05, 2023
 DM5337_ROD/PIPE-DEPTH: 7.6 meters
 DM5337
 DM5337  HISTORY     - Date     Condition        Report By
 DM5337  HISTORY     - 20100707 MONUMENTED       MNDT
 DM5337  HISTORY     - 20210426 GOOD             MNDT
 DM5337  HISTORY     - 20230905 GOOD             MNDT
 DM5337
 DM5337                          STATION DESCRIPTION
 DM5337
 DM5337'DESCRIBED BY MN DEPT OF TRANSP 2010
 DM5337'THE MARK IS 2.8 MILES SOUTHWEST OF MOUNTAIN LAKE, 3.1 MILES SOUTHWEST
 DM5337'ALONG TRUNK HIGHWAY 60 FROM JUNCTION OF TRUNK HIGHWAY 60 AND COUNTY
 DM5337'ROAD 1 IN MOUNTAIN LAKE, AT TRUNK HIGHWAY 60 MILEPOINT 49.25, 222.5
 DM5337'FEET SOUTH-SOUTHWEST OF TRUNK HIGHWAY 60, 16.7 FEET WEST-NORTHWEST OF
 DM5337'550TH AVENUE, 77.6 FEET SOUTH-SOUTHWEST OF SOUTH RAIL OF RAILROAD
 DM5337'TRACKS, 59.9 FEET WEST OF POWER POLE WITH GUY WIRE, 1.2 FEET NORTHEAST
 DM5337'OF WITNESS POST.
 DM5337'
 DM5337'NOTE - THE STATION MARK CONSISTS OF A 3/4 INCH (19 MM) DIAMETER
 DM5337'ALUMINUM ROD DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL MARK
 DM5337'REMOVABLE DISK SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY
 DM5337'A SIX-INCH PVC PIPE BACKFILLED WITH WASHED SAND.
 DM5337
 DM5337                          STATION RECOVERY (2021)
 DM5337
 DM5337'RECOVERY NOTE BY MN DEPT OF TRANSP 2021 (KMS)
 DM5337'2.8 MI (4.5 KM) SOUTHWEST OF MOUNTAIN LAKE, 3.1 MI (5.0 KM) SOUTHWEST
 DM5337'ALONG TRUNK HIGHWAY 60 FROM THE JUNCTION OF TRUNK HIGHWAY 60 AND
 DM5337'COUNTY ROAD 1 IN MOUNTAIN LAKE, AT TRUNK HIGHWAY 60 MILE POINT 49.25,
 DM5337'222.5 FT (67.8 M) SOUTH-SOUTHWEST OF TRUNK HIGHWAY 60, 16.7 FT (5.1 M)
 DM5337'WEST-NORTHWEST OF 550TH AVENUE, 77.6 FT (23.7 M) SOUTH-SOUTHWEST OF
 DM5337'THE SOUTH RAIL OF THE RAILROAD TRACKS, 59.9 FT (18.3 M) WEST OF A
 DM5337'POWER POLE WITH A GUY WIRE, 7.3 FT (2.2 M) EAST OF A WITNESS POST.
 DM5337
 DM5337                          STATION RECOVERY (2023)
 DM5337
 DM5337'RECOVERY NOTE BY MN DEPT OF TRANSP 2023 (TJD)
 DM5337'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DM5338 ***********************************************************************
 DM5338  DESIGNATION -  1703 S
 DM5338  PID         -  DM5338
 DM5338  STATE/COUNTY-  MN/COTTONWOOD
 DM5338  COUNTRY     -  US
 DM5338  USGS QUAD   -  MOUNTAIN LAKE (2019)
 DM5338
 DM5338                         *CURRENT SURVEY CONTROL
 DM5338  ______________________________________________________________________
 DM5338* NAD 83(2011) POSITION- 43 55 04.81698(N) 094 59 57.43776(W)   ADJUSTED
 DM5338* NAD 83(2011) ELLIP HT-   396.297 (meters)        (02/20/14)   ADJUSTED
 DM5338* NAD 83(2011) EPOCH   -  2010.00
 DM5338* NAVD 88 ORTHO HEIGHT -   423.777 (meters)     1390.34  (feet) ADJUSTED
 DM5338  ______________________________________________________________________
 DM5338  GEOID HEIGHT    -        -27.476 (meters)                     GEOID18
 DM5338  NAD 83(2011) X  -   -401,041.264 (meters)                     COMP
 DM5338  NAD 83(2011) Y  - -4,584,578.550 (meters)                     COMP
 DM5338  NAD 83(2011) Z  -  4,401,808.342 (meters)                     COMP
 DM5338  LAPLACE CORR    -         -3.30  (seconds)                    DEFLEC18
 DM5338  DYNAMIC HEIGHT  -        423.690 (meters)     1390.06  (feet) COMP
 DM5338  MODELED GRAVITY -    980,399.9   (mgal)                       NAVD 88
 DM5338
 DM5338  VERT ORDER      -  SECOND    CLASS I
 DM5338
 DM5338  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DM5338  Standards:
 DM5338         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DM5338            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DM5338  -------------------------------------------------------------------
 DM5338  NETWORK    0.67   1.10           0.28   0.27   0.56      0.08849340
 DM5338  -------------------------------------------------------------------
 DM5338  Click here for local accuracies and other accuracy information.
 DM5338
 DM5338.The horizontal coordinates were established by GPS observations
 DM5338.and adjusted by the MN DEPT OF TRANSP in February 2014.
 DM5338
 DM5338.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DM5338.been affixed to the stable North American tectonic plate. See 
 DM5338.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DM5338
 DM5338.The horizontal coordinates are valid at the epoch date displayed above
 DM5338.which is a decimal equivalence of Year/Month/Day.
 DM5338
 DM5338.The orthometric height was determined by differential leveling and
 DM5338.adjusted by the NATIONAL GEODETIC SURVEY
 DM5338.in October 2013.
 DM5338
 DM5338.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM5338.GEOID18 height accuracy estimate available here.
 DM5338
 DM5338.Click photographs - Photos may exist for this station.
 DM5338
 DM5338.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DM5338
 DM5338.The Laplace correction was computed from DEFLEC18 derived deflections.
 DM5338
 DM5338.The ellipsoidal height was determined by GPS observations
 DM5338.and is referenced to NAD 83.
 DM5338
 DM5338.The dynamic height is computed by dividing the NAVD 88
 DM5338.geopotential number by the normal gravity value computed on the
 DM5338.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM5338.degrees latitude (g = 980.6199 gals.).
 DM5338
 DM5338.The modeled gravity was interpolated from observed gravity values.
 DM5338
 DM5338. The following values were computed from the NAD 83(2011) position.
 DM5338
 DM5338;                    North         East     Units Scale Factor Converg.
 DM5338;SPC MN S     -   202,492.272   719,744.718   MT  0.99997354   -0 42 01.5
 DM5338;SPC MN S     -   664,343.40  2,361,362.46   sFT  0.99997354   -0 42 01.5
 DM5338;UTM  15      - 4,864,708.770   339,486.973   MT  0.99991689   -1 23 13.4
 DM5338
 DM5338!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DM5338!SPC MN S     -   0.99993786  x   0.99997354  =   0.99991140
 DM5338!UTM  15      -   0.99993786  x   0.99991689  =   0.99985476
 DM5338
 DM5338_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUJ3948664708(NAD 83)
 DM5338
 DM5338                          SUPERSEDED SURVEY CONTROL
 DM5338
 DM5338.No superseded survey control is available for this station.
 DM5338
 DM5338_MARKER: I = METAL ROD
 DM5338_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DM5338_STAMPING: 1703 S 2010
 DM5338_MARK LOGO: MNDT
 DM5338_PROJECTION: RECESSED 8 CENTIMETERS
 DM5338_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DM5338_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DM5338_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DM5338+SATELLITE: SATELLITE OBSERVATIONS - September 05, 2023
 DM5338_ROD/PIPE-DEPTH: 10.7 meters
 DM5338
 DM5338  HISTORY     - Date     Condition        Report By
 DM5338  HISTORY     - 20100707 MONUMENTED       MNDT
 DM5338  HISTORY     - 20210426 GOOD             MNDT
 DM5338  HISTORY     - 20230905 GOOD             MNDT
 DM5338
 DM5338                          STATION DESCRIPTION
 DM5338
 DM5338'DESCRIBED BY MN DEPT OF TRANSP 2010
 DM5338'THE MARK IS 3.8 MILES SOUTHWEST OF MOUNTAIN LAKE, 4.15 MILES SOUTHWEST
 DM5338'ALONG TRUNK HIGHWAY 60 FROM JUNCTION OF TRUNK HIGHWAY 60 AND COUNTY
 DM5338'ROAD 1 IN MOUNTAIN LAKE, AT TRUNK HIGHWAY 60 MILEPOINT 48.20, 212.4
 DM5338'FEET SOUTH-SOUTHWEST OF TRUNK HIGHWAY 60, 23.4 FEET WEST NORTHWEST OF
 DM5338'COUNTY ROAD 46, 66.2 FEET SOUTH-SOUTHWEST OF SOUTH RAIL OF RAILROAD
 DM5338'TRACKS, 4.1 NORTH OF WITNESS POST.
 DM5338'
 DM5338'NOTE - THE STATION MARK CONSISTS OF A 3/4 INCH (19 MM) DIAMETER
 DM5338'ALUMINUM ROD DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL MARK
 DM5338'REMOVABLE DISK SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY
 DM5338'A SIX-INCH PVC PIPE BACKFILLED WITH WASHED SAND.
 DM5338
 DM5338                          STATION RECOVERY (2021)
 DM5338
 DM5338'RECOVERY NOTE BY MN DEPT OF TRANSP 2021 (KMS)
 DM5338'3.8 MI (6.1 KM) SOUTHWEST OF MOUNTAIN LAKE, 4.15 MI (6.68 KM)
 DM5338'SOUTHWEST ALONG TRUNK HIGHWAY 60 FROM THE JUNCTION OF TRUNK HIGHWAY 60
 DM5338'AND COUNTY ROAD 1 IN MOUNTAIN LAKE, AT TRUNK HIGHWAY 60 MILE POINT
 DM5338'48.20, 212.4 FT (64.7 M) SOUTH-SOUTHWEST OF TRUNK HIGHWAY 60, 23.4 FT
 DM5338'(7.1 M) WEST-NORTHWEST OF COUNTY ROAD 46, 66.2 FT (20.2 M)
 DM5338'SOUTH-SOUTHWEST OF THE SOUTH RAIL OF THE RAILROAD TRACKS, 14.0 FT (4.3
 DM5338'M) NORTH-NORTHEAST OF A WITNESS POST.
 DM5338
 DM5338                          STATION RECOVERY (2023)
 DM5338
 DM5338'RECOVERY NOTE BY MN DEPT OF TRANSP 2023 (TJD)
 DM5338'3.8 MI (6.1 KM) SOUTHWEST OF MOUNTAIN LAKE, 4.15 MI (6.68 KM)
 DM5338'SOUTHWEST ALONG TRUNK HIGHWAY 60 FROM THE JUNCTION OF TRUNK HIGHWAY 60
 DM5338'AND COUNTY ROAD 1 IN MOUNTAIN LAKE, AT TRUNK HIGHWAY 60 MILE POINT
 DM5338'48.20, 212.4 FT (64.7 M) SOUTH-SOUTHWEST OF TRUNK HIGHWAY 60, 23.4 FT
 DM5338'(7.1 M) WEST-NORTHWEST OF COUNTY ROAD 46, 66.2 FT (20.2 M)
 DM5338'SOUTH-SOUTHWEST OF THE SOUTH RAIL OF THE RAILROAD TRACKS, 8.9 FT (2.7
 DM5338'M) NORTH OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DM5339 ***********************************************************************
 DM5339  DESIGNATION -  1703 T
 DM5339  PID         -  DM5339
 DM5339  STATE/COUNTY-  MN/COTTONWOOD
 DM5339  COUNTRY     -  US
 DM5339  USGS QUAD   -  BINGHAM LAKE (2019)
 DM5339
 DM5339                         *CURRENT SURVEY CONTROL
 DM5339  ______________________________________________________________________
 DM5339* NAD 83(2011) POSITION- 43 53 24.89832(N) 095 05 29.98149(W)   ADJUSTED
 DM5339* NAD 83(2011) ELLIP HT-   402.463 (meters)        (02/20/14)   ADJUSTED
 DM5339* NAD 83(2011) EPOCH   -  2010.00
 DM5339* NAVD 88 ORTHO HEIGHT -   429.817 (meters)     1410.16  (feet) ADJUSTED
 DM5339  ______________________________________________________________________
 DM5339  GEOID HEIGHT    -        -27.351 (meters)                     GEOID18
 DM5339  NAD 83(2011) X  -   -408,622.277 (meters)                     COMP
 DM5339  NAD 83(2011) Y  - -4,586,060.681 (meters)                     COMP
 DM5339  NAD 83(2011) Z  -  4,399,590.533 (meters)                     COMP
 DM5339  LAPLACE CORR    -         -3.02  (seconds)                    DEFLEC18
 DM5339  DYNAMIC HEIGHT  -        429.725 (meters)     1409.86  (feet) COMP
 DM5339  MODELED GRAVITY -    980,393.0   (mgal)                       NAVD 88
 DM5339
 DM5339  VERT ORDER      -  SECOND    CLASS I
 DM5339
 DM5339  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DM5339  Standards:
 DM5339         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DM5339            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DM5339  -------------------------------------------------------------------
 DM5339  NETWORK    0.47   0.73           0.21   0.17   0.37      0.19911289
 DM5339  -------------------------------------------------------------------
 DM5339  Click here for local accuracies and other accuracy information.
 DM5339
 DM5339.The horizontal coordinates were established by GPS observations
 DM5339.and adjusted by the MN DEPT OF TRANSP in February 2014.
 DM5339
 DM5339.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DM5339.been affixed to the stable North American tectonic plate. See 
 DM5339.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DM5339
 DM5339.The horizontal coordinates are valid at the epoch date displayed above
 DM5339.which is a decimal equivalence of Year/Month/Day.
 DM5339
 DM5339.The orthometric height was determined by differential leveling and
 DM5339.adjusted by the NATIONAL GEODETIC SURVEY
 DM5339.in October 2013.
 DM5339
 DM5339.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM5339.GEOID18 height accuracy estimate available here.
 DM5339
 DM5339.Click photographs - Photos may exist for this station.
 DM5339
 DM5339.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DM5339
 DM5339.The Laplace correction was computed from DEFLEC18 derived deflections.
 DM5339
 DM5339.The ellipsoidal height was determined by GPS observations
 DM5339.and is referenced to NAD 83.
 DM5339
 DM5339.The dynamic height is computed by dividing the NAVD 88
 DM5339.geopotential number by the normal gravity value computed on the
 DM5339.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM5339.degrees latitude (g = 980.6199 gals.).
 DM5339
 DM5339.The modeled gravity was interpolated from observed gravity values.
 DM5339
 DM5339. The following values were computed from the NAD 83(2011) position.
 DM5339
 DM5339;                    North         East     Units Scale Factor Converg.
 DM5339;SPC MN S     -   199,503.616   712,285.235   MT  0.99997855   -0 45 54.6
 DM5339;SPC MN S     -   654,538.11  2,336,889.14   sFT  0.99997855   -0 45 54.6
 DM5339;UTM  15      - 4,861,809.760   331,992.576   MT  0.99994718   -1 27 01.6
 DM5339
 DM5339!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DM5339!SPC MN S     -   0.99993689  x   0.99997855  =   0.99991545
 DM5339!UTM  15      -   0.99993689  x   0.99994718  =   0.99988408
 DM5339
 DM5339:                Primary Azimuth Mark                     Grid Az
 DM5339:SPC MN S     -  1703 B                                   228 18 06.1
 DM5339:UTM  15      -  1703 B                                   228 59 13.1
 DM5339
 DM5339_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUJ3199261809(NAD 83)
 DM5339
 DM5339|---------------------------------------------------------------------|
 DM5339| PID    Reference Object                     Distance      Geod. Az  |
 DM5339|                                                           dddmmss.s |
 DM5339| OP0389 1703 B                              APPROX. 0.9 KM 2273211.5 |
 DM5339|---------------------------------------------------------------------|
 DM5339
 DM5339                          SUPERSEDED SURVEY CONTROL
 DM5339
 DM5339.No superseded survey control is available for this station.
 DM5339
 DM5339_MARKER: I = METAL ROD
 DM5339_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DM5339_STAMPING: 1703 T 2010
 DM5339_MARK LOGO: MNDT
 DM5339_PROJECTION: FLUSH
 DM5339_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DM5339_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DM5339_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DM5339+SATELLITE: SATELLITE OBSERVATIONS - July 13, 2010
 DM5339_ROD/PIPE-DEPTH: 15.2 meters
 DM5339
 DM5339  HISTORY     - Date     Condition        Report By
 DM5339  HISTORY     - 20100713 MONUMENTED       MNDT
 DM5339  HISTORY     - 20100713 GOOD             MNDT
 DM5339
 DM5339                          STATION DESCRIPTION
 DM5339
 DM5339'DESCRIBED BY MN DEPT OF TRANSP 2010
 DM5339'THE MARK IS 2.0 MILES NORTHEAST OF WINDOM, 1.45 MILES NORTHEAST ALONG
 DM5339'TRUNK HIGHWAY 60 FROM NORTH JUNCTION OF TRUNK HIGHWAY 60 AND TRUNK
 DM5339'HIGHWAY 71 IN WINDOM, AT TRUNK HIGHWAY 60 MILEPOINT 43.05, 88.5 FEET
 DM5339'SOUTHEAST OF TRUNK HIGHWAY 60, 35.2 FEET NORTHWEST OF NORTH RAIL OF
 DM5339'RAILROAD TRACKS, 1.5 FEET NORTHWEST OF WITNESS POST.
 DM5339
 DM5339                          STATION RECOVERY (2010)
 DM5339
 DM5339'RECOVERY NOTE BY MN DEPT OF TRANSP 2010 (DAS)
 DM5339'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DQ6858 ***********************************************************************
 DQ6858  DESIGNATION -  1703 U
 DQ6858  PID         -  DQ6858
 DQ6858  STATE/COUNTY-  MN/COTTONWOOD
 DQ6858  COUNTRY     -  US
 DQ6858  USGS QUAD   -  BINGHAM LAKE (2019)
 DQ6858
 DQ6858                         *CURRENT SURVEY CONTROL
 DQ6858  ______________________________________________________________________
 DQ6858* NAD 83(1986) POSITION- 43 53 02.82   (N) 095 06 06.82   (W)   HD_HELD1
 DQ6858* NAVD 88 ORTHO HEIGHT -   424.040 (meters)     1391.20  (feet) ADJUSTED
 DQ6858  ______________________________________________________________________
 DQ6858  GEOID HEIGHT    -        -27.338 (meters)                     GEOID18
 DQ6858  DYNAMIC HEIGHT  -        423.950 (meters)     1390.91  (feet) COMP
 DQ6858  MODELED GRAVITY -    980,392.4   (mgal)                       NAVD 88
 DQ6858
 DQ6858  VERT ORDER      -  SECOND    CLASS I
 DQ6858
 DQ6858.The horizontal coordinates were determined by differentially corrected
 DQ6858.hand held GPS observations or other comparable positioning techniques
 DQ6858.and have an estimated accuracy of +/- 3 meters.
 DQ6858
 DQ6858.The orthometric height was determined by differential leveling and
 DQ6858.adjusted by the NATIONAL GEODETIC SURVEY
 DQ6858.in May 2019.
 DQ6858
 DQ6858.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ6858.GEOID18 height accuracy estimate available here.
 DQ6858
 DQ6858.Click photographs - Photos may exist for this station.
 DQ6858
 DQ6858.The dynamic height is computed by dividing the NAVD 88
 DQ6858.geopotential number by the normal gravity value computed on the
 DQ6858.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ6858.degrees latitude (g = 980.6199 gals.).
 DQ6858
 DQ6858.The modeled gravity was interpolated from observed gravity values.
 DQ6858
 DQ6858;                    North         East    Units  Estimated Accuracy
 DQ6858;SPC MN S     -   198,833.3     711,453.9     MT  (+/- 3 meters HH1 GPS) 
 DQ6858
 DQ6858_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUJ3115361149(NAD 83)
 DQ6858
 DQ6858                          SUPERSEDED SURVEY CONTROL
 DQ6858
 DQ6858.No superseded survey control is available for this station.
 DQ6858
 DQ6858_MARKER: I = METAL ROD
 DQ6858_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DQ6858_STAMPING: 1703 U 2016
 DQ6858_MARK LOGO: MNDT
 DQ6858_PROJECTION: RECESSED 8 CENTIMETERS
 DQ6858_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DQ6858_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ6858_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ6858+SATELLITE: SATELLITE OBSERVATIONS - September 06, 2023
 DQ6858_ROD/PIPE-DEPTH: 12.2 meters
 DQ6858
 DQ6858  HISTORY     - Date     Condition        Report By
 DQ6858  HISTORY     - 20160714 MONUMENTED       MNDT
 DQ6858  HISTORY     - 20210427 GOOD             MNDT
 DQ6858  HISTORY     - 20230906 GOOD             MNDT
 DQ6858
 DQ6858                          STATION DESCRIPTION
 DQ6858
 DQ6858'DESCRIBED BY MN DEPT OF TRANSP 2016
 DQ6858'THE STATION IS LOCATED ABOUT 6.2 MI (10.0 KM) NORTHEAST OF WILDER, 3.2
 DQ6858'MI (5.1 KM) WEST-SOUTHWEST OF BINGHAM LAKE AND 1.4 MI (2.3 KM)
 DQ6858'NORTH-NORTHEAST OF WINDOM.
 DQ6858'
 DQ6858'TO REACH THE MARK GO 0.85 MI (1.37 KM) NORTHEAST ALONG TRUNK HIGHWAY
 DQ6858'60 FROM THE NORTH JUNCTION OF TRUNK HIGHWAY 60 AND TRUNK HIGHWAY 71 IN
 DQ6858'WINDOM, AT TRUNK HIGHWAY 60 MILE POINT 42.4.
 DQ6858'
 DQ6858'THE MARK IS LOCATED GO 71.0 FT (21.6 M) NORTHWEST OF WESTBOUND TRUNK
 DQ6858'HIGHWAY 60, ABOUT 200 FT (61.0 M) SOUTHWEST OF 490TH AVENUE, 52.4 FT
 DQ6858'(16.0 M) SOUTHWEST OF DRIVEWAY, 1.5 FT (0.5 M) NORTHWEST OF A WITNESS
 DQ6858'POST.
 DQ6858'
 DQ6858'NOTE-THE STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM ROD
 DQ6858'DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION REMOVABLE DISK
 DQ6858'SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH PVC
 DQ6858'PIPE BACK FILLED WITH WASHED SAND.
 DQ6858
 DQ6858                          STATION RECOVERY (2021)
 DQ6858
 DQ6858'RECOVERY NOTE BY MN DEPT OF TRANSP 2021 (KMS)
 DQ6858'RECOVERED IN GOOD CONDITION.
 DQ6858
 DQ6858                          STATION RECOVERY (2023)
 DQ6858
 DQ6858'RECOVERY NOTE BY MN DEPT OF TRANSP 2023 (TJD)
 DQ6858'IN WINDOM, 0.85 MI (1.37 KM) NORTHEAST ALONG TRUNK HIGHWAY 60 FROM THE
 DQ6858'NORTH JUNCTION OF TRUNK HIGHWAY 60 AND TRUNK HIGHWAY 71 IN WINDOM, AT
 DQ6858'TRUNK HIGHWAY 60 MILE POINT 42.4, 71.0 FT (21.6 M) NORTHWEST OF
 DQ6858'WESTBOUND TRUNK HIGHWAY 60, ABOUT 200.0 FT (61.0 M) SOUTHWEST OF 490TH
 DQ6858'AVENUE, 52.4 FT (16.0 M) SOUTHWEST OF A DRIVEWAY, 1.5 FT (0.5 M)
 DQ6858'NORTHWEST OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DO1600 ***********************************************************************
 DO1600  DESIGNATION -  1704 AA
 DO1600  PID         -  DO1600
 DO1600  STATE/COUNTY-  MN/COTTONWOOD
 DO1600  COUNTRY     -  US
 DO1600  USGS QUAD   -  WINDOM (2019)
 DO1600
 DO1600                         *CURRENT SURVEY CONTROL
 DO1600  ______________________________________________________________________
 DO1600* NAD 83(1986) POSITION- 43 51 44.28   (N) 095 07 07.18   (W)   HD_HELD1
 DO1600* NAVD 88 ORTHO HEIGHT -   415.209 (meters)     1362.23  (feet) ADJUSTED
 DO1600  ______________________________________________________________________
 DO1600  GEOID HEIGHT    -        -27.319 (meters)                     GEOID18
 DO1600  DYNAMIC HEIGHT  -        415.120 (meters)     1361.94  (feet) COMP
 DO1600  MODELED GRAVITY -    980,390.3   (mgal)                       NAVD 88
 DO1600
 DO1600  VERT ORDER      -  SECOND    CLASS I
 DO1600
 DO1600.The horizontal coordinates were determined by differentially corrected
 DO1600.hand held GPS observations or other comparable positioning techniques
 DO1600.and have an estimated accuracy of +/- 3 meters.
 DO1600
 DO1600.The orthometric height was determined by differential leveling and
 DO1600.adjusted by the NATIONAL GEODETIC SURVEY
 DO1600.in October 2013.
 DO1600
 DO1600.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO1600.GEOID18 height accuracy estimate available here.
 DO1600
 DO1600.Click photographs - Photos may exist for this station.
 DO1600
 DO1600.The dynamic height is computed by dividing the NAVD 88
 DO1600.geopotential number by the normal gravity value computed on the
 DO1600.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO1600.degrees latitude (g = 980.6199 gals.).
 DO1600
 DO1600.The modeled gravity was interpolated from observed gravity values.
 DO1600
 DO1600;                    North         East    Units  Estimated Accuracy
 DO1600;SPC MN S     -   196,427.8     710,073.5     MT  (+/- 3 meters HH1 GPS) 
 DO1600
 DO1600_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUJ2974458760(NAD 83)
 DO1600
 DO1600                          SUPERSEDED SURVEY CONTROL
 DO1600
 DO1600.No superseded survey control is available for this station.
 DO1600
 DO1600_MARKER: DD = SURVEY DISK
 DO1600_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DO1600_SP_SET: BRIDGE RAILING
 DO1600_STAMPING: 1704 AA 2010
 DO1600_MARK LOGO: MNDT
 DO1600_MAGNETIC: N = NO MAGNETIC MATERIAL
 DO1600_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DO1600_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DO1600+SATELLITE: SATELLITE OBSERVATIONS - September 11, 2023
 DO1600
 DO1600  HISTORY     - Date     Condition        Report By
 DO1600  HISTORY     - 20100629 MONUMENTED       MNDT
 DO1600  HISTORY     - 20110518 GOOD             MNDT
 DO1600  HISTORY     - 20160620 GOOD             MNDT
 DO1600  HISTORY     - 20230911 GOOD             MNDT
 DO1600
 DO1600                          STATION DESCRIPTION
 DO1600
 DO1600'DESCRIBED BY MN DEPT OF TRANSP 2010
 DO1600'THE MARK IS IN WINDOM.
 DO1600'
 DO1600'TO REACH THE MARK GO 0.15 MI (0.2 KM) WEST ALONG TRUNK HIGHWAY 62 FROM
 DO1600'THE JUNCTION OF TRUNK HIGHWAY 62 AND TRUNK HIGHWAY 60 AND TRUNK
 DO1600'HIGHWAY 71 IN WINDOM, AT TRUNK HIGHWAY 62 MILE POINT 23.85, IN RAIL IN
 DO1600'SOUTHEAST CORNER OF TRUNK HIGHWAY 62 BRIDGE NUMBER 17002 OVER DES
 DO1600'MOINES RIVER.
 DO1600'
 DO1600'IT IS 30.2 FT (9.2 M) SOUTH OF TRUNK HIGHWAY 62.  BRIDGE WAS BUILT IN
 DO1600'1974, DISK WAS SET IN A DRILL HOLE ON 6-29-2010.
 DO1600
 DO1600                          STATION RECOVERY (2011)
 DO1600
 DO1600'RECOVERY NOTE BY MN DEPT OF TRANSP 2011 (KMS)
 DO1600'RECOVERED IN GOOD CONDITION.
 DO1600
 DO1600                          STATION RECOVERY (2016)
 DO1600
 DO1600'RECOVERY NOTE BY MN DEPT OF TRANSP 2016 (MAS)
 DO1600'THE MARK IS LOCATED ABOUT IN WINDOM, 0.15 MI (0.24 KM) WEST ALONG
 DO1600'TRUNK HIGHWAY 62 FROM THE JUNCTION OF TRUNK HIGHWAY 62 AND TRUNK
 DO1600'HIGHWAY 60 AND TRUNK HIGHWAY 71 IN WINDOM, AT TRUNK HIGHWAY 62 MILE
 DO1600'POINT 23.85, IN RAILING IN SOUTHEAST CORNER OF TRUNK HIGHWAY 62 BRIDGE
 DO1600'NUMBER 17002 OVER DES MOINES RIVER, 30.2 FT (9.2 M) SOUTH OF TRUNK
 DO1600'HIGHWAY 62.
 DO1600
 DO1600                          STATION RECOVERY (2023)
 DO1600
 DO1600'RECOVERY NOTE BY MN DEPT OF TRANSP 2023 (TJD)
 DO1600'IN WINDOM, IN A RAILING IN THE SOUTHEAST CORNER OF A TRUNK HIGHWAY 62
 DO1600'BRIDGE NUMBER 17002 OVER THE DES MOINES RIVER, 0.15 MI (0.24 KM) WEST
 DO1600'ALONG TRUNK HIGHWAY 62 FROM THE JUNCTION OF TRUNK HIGHWAY 62 AND TRUNK
 DO1600'HIGHWAY 60 AND TRUNK HIGHWAY 71 IN WINDOM, AT TRUNK HIGHWAY 62 MILE
 DO1600'POINT 23.85, 30.2 FT (9.2 M) SOUTH OF TRUNK HIGHWAY 62.  THE DISK WAS
 DO1600'FOUND LOOSE.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DO7210 ***********************************************************************
 DO7210  DESIGNATION -  1704 AB
 DO7210  PID         -  DO7210
 DO7210  STATE/COUNTY-  MN/COTTONWOOD
 DO7210  COUNTRY     -  US
 DO7210  USGS QUAD   -  DUNDEE (2019)
 DO7210
 DO7210                         *CURRENT SURVEY CONTROL
 DO7210  ______________________________________________________________________
 DO7210* NAD 83(2011) POSITION- 43 51 43.73604(N) 095 26 28.08167(W)   ADJUSTED
 DO7210* NAD 83(2011) ELLIP HT-   411.062 (meters)        (02/11/14)   ADJUSTED
 DO7210* NAD 83(2011) EPOCH   -  2010.00
 DO7210* NAVD 88 ORTHO HEIGHT -   438.054 (meters)     1437.18  (feet) ADJUSTED
 DO7210  ______________________________________________________________________
 DO7210  GEOID HEIGHT    -        -26.998 (meters)                     GEOID18
 DO7210  NAD 83(2011) X  -   -436,792.715 (meters)                     COMP
 DO7210  NAD 83(2011) Y  - -4,585,643.621 (meters)                     COMP
 DO7210  NAD 83(2011) Z  -  4,397,345.704 (meters)                     COMP
 DO7210  LAPLACE CORR    -         -2.37  (seconds)                    DEFLEC18
 DO7210  DYNAMIC HEIGHT  -        437.954 (meters)     1436.85  (feet) COMP
 DO7210  MODELED GRAVITY -    980,378.7   (mgal)                       NAVD 88
 DO7210
 DO7210  VERT ORDER      -  SECOND    CLASS I
 DO7210
 DO7210  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DO7210  Standards:
 DO7210         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DO7210            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DO7210  -------------------------------------------------------------------
 DO7210  NETWORK    0.53   0.61           0.25   0.17   0.31      0.11892929
 DO7210  -------------------------------------------------------------------
 DO7210  Click here for local accuracies and other accuracy information.
 DO7210
 DO7210.The horizontal coordinates were established by GPS observations
 DO7210.and adjusted by the MN DEPT OF TRANSP in February 2014.
 DO7210
 DO7210.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DO7210.been affixed to the stable North American tectonic plate. See 
 DO7210.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DO7210
 DO7210.The horizontal coordinates are valid at the epoch date displayed above
 DO7210.which is a decimal equivalence of Year/Month/Day.
 DO7210
 DO7210.The orthometric height was determined by differential leveling and
 DO7210.adjusted by the NATIONAL GEODETIC SURVEY
 DO7210.in October 2013.
 DO7210
 DO7210.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO7210.GEOID18 height accuracy estimate available here.
 DO7210
 DO7210.Click photographs - Photos may exist for this station.
 DO7210
 DO7210.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DO7210
 DO7210.The Laplace correction was computed from DEFLEC18 derived deflections.
 DO7210
 DO7210.The ellipsoidal height was determined by GPS observations
 DO7210.and is referenced to NAD 83.
 DO7210
 DO7210.The dynamic height is computed by dividing the NAVD 88
 DO7210.geopotential number by the normal gravity value computed on the
 DO7210.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO7210.degrees latitude (g = 980.6199 gals.).
 DO7210
 DO7210.The modeled gravity was interpolated from observed gravity values.
 DO7210
 DO7210. The following values were computed from the NAD 83(2011) position.
 DO7210
 DO7210;                    North         East     Units Scale Factor Converg.
 DO7210;SPC MN S     -   196,816.928   684,152.729   MT  0.99998385   -1 00 36.5
 DO7210;SPC MN S     -   645,723.54  2,244,591.08   sFT  0.99998385   -1 00 36.5
 DO7210;UTM  15      - 4,859,458.849   303,829.244   MT  1.00007334   -1 41 31.4
 DO7210
 DO7210!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DO7210!SPC MN S     -   0.99993555  x   0.99998385  =   0.99991940
 DO7210!UTM  15      -   0.99993555  x   1.00007334  =   1.00000888
 DO7210
 DO7210_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUJ0382959458(NAD 83)
 DO7210
 DO7210                          SUPERSEDED SURVEY CONTROL
 DO7210
 DO7210.No superseded survey control is available for this station.
 DO7210
 DO7210_MARKER: I = METAL ROD
 DO7210_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DO7210_STAMPING: 1704 AB 2011
 DO7210_MARK LOGO: MNDT
 DO7210_PROJECTION: RECESSED 5 CENTIMETERS
 DO7210_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DO7210_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DO7210_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DO7210+SATELLITE: SATELLITE OBSERVATIONS - September 06, 2023
 DO7210_ROD/PIPE-DEPTH: 6.1 meters
 DO7210
 DO7210  HISTORY     - Date     Condition        Report By
 DO7210  HISTORY     - 20110613 MONUMENTED       MNDT
 DO7210  HISTORY     - 20160627 GOOD             MNDT
 DO7210  HISTORY     - 20210427 GOOD             MNDT
 DO7210  HISTORY     - 20230906 GOOD             MNDT
 DO7210
 DO7210                          STATION DESCRIPTION
 DO7210
 DO7210'DESCRIBED BY MN DEPT OF TRANSP 2011 (SAM)
 DO7210'THE MARK IS 16.5 MI (26.5 KM) WEST OF WINDOM, 16.4 MI (26.4 KM) WEST
 DO7210'ALONG TRUNK HIGHWAY 62 FROM THE JUNCTION OF TRUNK HIGHWAY 62 AND TRUNK
 DO7210'HIGHWAY 60/TRUNK HIGHWAY 71 IN WINDOM, AT TRUNK HIGHWAY 62 MILE POINT
 DO7210'7.7, 85.8 FT (26.2 M) SOUTH OF TRUNK HIGHWAY 62, 37.4 FT (11.4 M) WEST
 DO7210'OF 320TH AVENUE, 16.0 FT (4.9 M) NORTH OF A FIELD ENTRANCE, 13.3 FT
 DO7210'(4.1 M) SOUTHEAST OF CABLE PEDESTAL SS, 2.0 MI (3.2 KM) SOUTHEAST OF A
 DO7210'WITNESS POST.
 DO7210
 DO7210                          STATION RECOVERY (2016)
 DO7210
 DO7210'RECOVERY NOTE BY MN DEPT OF TRANSP 2016 (WJN)
 DO7210'RECOVERED IN GOOD CONDITION.
 DO7210
 DO7210                          STATION RECOVERY (2021)
 DO7210
 DO7210'RECOVERY NOTE BY MN DEPT OF TRANSP 2021 (KMS)
 DO7210'RECOVERED IN GOOD CONDITION.
 DO7210
 DO7210                          STATION RECOVERY (2023)
 DO7210
 DO7210'RECOVERY NOTE BY MN DEPT OF TRANSP 2023 (TJD)
 DO7210'16.4 MI (26.4 KM) WEST OF WINDOM, 16.4 MI (26.4 KM) WEST ALONG TRUNK
 DO7210'HIGHWAY 62 FROM THE JUNCTION OF TRUNK HIGHWAY 62 AND TRUNK HIGHWAY
 DO7210'60/TRUNK HIGHWAY 71 IN WINDOM, AT TRUNK HIGHWAY 62 MILE POINT 7.7,
 DO7210'85.8 FT (26.2 M) SOUTH OF TRUNK HIGHWAY 62, 37.4 FT (11.4 M) WEST OF
 DO7210'320TH AVENUE, 16.0 FT (4.9 M) NORTH OF AN ENTRANCE, 13.3 FT (4.1 M)
 DO7210'SOUTHEAST OF A CABLE PEDESTAL, 2.0 FT (0.6 M) SOUTHEAST OF A WITNESS
 DO7210'POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DO7206 ***********************************************************************
 DO7206  DESIGNATION -  1704 AC
 DO7206  PID         -  DO7206
 DO7206  STATE/COUNTY-  MN/COTTONWOOD
 DO7206  COUNTRY     -  US
 DO7206  USGS QUAD   -  DUNDEE (2019)
 DO7206
 DO7206                         *CURRENT SURVEY CONTROL
 DO7206  ______________________________________________________________________
 DO7206* NAD 83(2011) POSITION- 43 51 46.36434(N) 095 22 51.35399(W)   ADJUSTED
 DO7206* NAD 83(2011) ELLIP HT-   399.345 (meters)        (02/11/14)   ADJUSTED
 DO7206* NAD 83(2011) EPOCH   -  2010.00
 DO7206* NAVD 88 ORTHO HEIGHT -   426.390 (meters)     1398.91  (feet) ADJUSTED
 DO7206  ______________________________________________________________________
 DO7206  GEOID HEIGHT    -        -27.047 (meters)                     GEOID18
 DO7206  NAD 83(2011) X  -   -431,968.159 (meters)                     COMP
 DO7206  NAD 83(2011) Y  - -4,586,035.663 (meters)                     COMP
 DO7206  NAD 83(2011) Z  -  4,397,396.076 (meters)                     COMP
 DO7206  LAPLACE CORR    -         -1.60  (seconds)                    DEFLEC18
 DO7206  DYNAMIC HEIGHT  -        426.296 (meters)     1398.61  (feet) COMP
 DO7206  MODELED GRAVITY -    980,384.6   (mgal)                       NAVD 88
 DO7206
 DO7206  VERT ORDER      -  SECOND    CLASS I
 DO7206
 DO7206  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DO7206  Standards:
 DO7206         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DO7206            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DO7206  -------------------------------------------------------------------
 DO7206  NETWORK    1.05   1.51           0.46   0.39   0.77     -0.01474609
 DO7206  -------------------------------------------------------------------
 DO7206  Click here for local accuracies and other accuracy information.
 DO7206
 DO7206.The horizontal coordinates were established by GPS observations
 DO7206.and adjusted by the MN DEPT OF TRANSP in February 2014.
 DO7206
 DO7206.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DO7206.been affixed to the stable North American tectonic plate. See 
 DO7206.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DO7206
 DO7206.The horizontal coordinates are valid at the epoch date displayed above
 DO7206.which is a decimal equivalence of Year/Month/Day.
 DO7206
 DO7206.The orthometric height was determined by differential leveling and
 DO7206.adjusted by the NATIONAL GEODETIC SURVEY
 DO7206.in October 2013.
 DO7206
 DO7206.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO7206.GEOID18 height accuracy estimate available here.
 DO7206
 DO7206.Click photographs - Photos may exist for this station.
 DO7206
 DO7206.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DO7206
 DO7206.The Laplace correction was computed from DEFLEC18 derived deflections.
 DO7206
 DO7206.The ellipsoidal height was determined by GPS observations
 DO7206.and is referenced to NAD 83.
 DO7206
 DO7206.The dynamic height is computed by dividing the NAVD 88
 DO7206.geopotential number by the normal gravity value computed on the
 DO7206.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO7206.degrees latitude (g = 980.6199 gals.).
 DO7206
 DO7206.The modeled gravity was interpolated from observed gravity values.
 DO7206
 DO7206. The following values were computed from the NAD 83(2011) position.
 DO7206
 DO7206;                    North         East     Units Scale Factor Converg.
 DO7206;SPC MN S     -   196,814.497   688,993.050   MT  0.99998371   -0 58 04.6
 DO7206;SPC MN S     -   645,715.56  2,260,471.36   sFT  0.99998371   -0 58 04.6
 DO7206;UTM  15      - 4,859,398.786   308,669.570   MT  1.00005027   -1 39 01.2
 DO7206
 DO7206!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DO7206!SPC MN S     -   0.99993738  x   0.99998371  =   0.99992109
 DO7206!UTM  15      -   0.99993738  x   1.00005027  =   0.99998765
 DO7206
 DO7206_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUJ0866959398(NAD 83)
 DO7206
 DO7206                          SUPERSEDED SURVEY CONTROL
 DO7206
 DO7206.No superseded survey control is available for this station.
 DO7206
 DO7206_MARKER: I = METAL ROD
 DO7206_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DO7206_STAMPING: 1704 AC 2011
 DO7206_MARK LOGO: MNDT
 DO7206_PROJECTION: RECESSED 5 CENTIMETERS
 DO7206_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DO7206_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DO7206_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DO7206+SATELLITE: SATELLITE OBSERVATIONS - September 06, 2023
 DO7206_ROD/PIPE-DEPTH: 10.7 meters
 DO7206
 DO7206  HISTORY     - Date     Condition        Report By
 DO7206  HISTORY     - 20110613 MONUMENTED       MNDT
 DO7206  HISTORY     - 20210427 GOOD             MNDT
 DO7206  HISTORY     - 20230906 GOOD             MNDT
 DO7206
 DO7206                          STATION DESCRIPTION
 DO7206
 DO7206'DESCRIBED BY MN DEPT OF TRANSP 2011 (SAM)
 DO7206'THE MARK IS 13.5 MI (21.7 KM) WEST OF WINDOM, 13.4 MI (21.6 KM) WEST
 DO7206'ALONG TRUNK HIGHWAY 62 FROM THE JUNCTION OF TRUNK HIGHWAY 62 AND TRUNK
 DO7206'HIGHWAY 60/TRUNK HIGHWAY 71 IN WINDOM, AT TRUNK HIGHWAY 62 MILE POINT
 DO7206'10.7, 155.8 FT (47.5 M) NORTH OF TRUNK HIGHWAY 62, 49.2 FT (15.0 M)
 DO7206'EAST OF COUNTY ROAD 6, 13.2 FT (4.0 M) NORTH OF A FIELD ENTRANCE, 4.5
 DO7206'FT (1.4 M) WEST OF RIGHT OF WAY POST, 4.5 FT (1.4 M) WEST OF A WITNESS
 DO7206'POST.
 DO7206
 DO7206                          STATION RECOVERY (2021)
 DO7206
 DO7206'RECOVERY NOTE BY MN DEPT OF TRANSP 2021 (KMS)
 DO7206'RECOVERED IN GOOD CONDITION.
 DO7206
 DO7206                          STATION RECOVERY (2023)
 DO7206
 DO7206'RECOVERY NOTE BY MN DEPT OF TRANSP 2023 (TJD)
 DO7206'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DO7207 ***********************************************************************
 DO7207  DESIGNATION -  1704 AC 1
 DO7207  PID         -  DO7207
 DO7207  STATE/COUNTY-  MN/COTTONWOOD
 DO7207  COUNTRY     -  US
 DO7207  USGS QUAD   -  DUNDEE (2019)
 DO7207
 DO7207                         *CURRENT SURVEY CONTROL
 DO7207  ______________________________________________________________________
 DO7207* NAD 83(1986) POSITION- 43 51 57.70   (N) 095 22 52.00   (W)   HD_HELD1
 DO7207* NAVD 88 ORTHO HEIGHT -   427.366 (meters)     1402.12  (feet) ADJUSTED
 DO7207  ______________________________________________________________________
 DO7207  GEOID HEIGHT    -        -27.043 (meters)                     GEOID18
 DO7207  DYNAMIC HEIGHT  -        427.272 (meters)     1401.81  (feet) COMP
 DO7207  MODELED GRAVITY -    980,385.1   (mgal)                       NAVD 88
 DO7207
 DO7207  VERT ORDER      -  SECOND    CLASS I
 DO7207
 DO7207.The horizontal coordinates were determined by differentially corrected
 DO7207.hand held GPS observations or other comparable positioning techniques
 DO7207.and have an estimated accuracy of +/- 3 meters.
 DO7207
 DO7207.The orthometric height was determined by differential leveling and
 DO7207.adjusted by the NATIONAL GEODETIC SURVEY
 DO7207.in October 2013.
 DO7207
 DO7207.No vertical observational check was made to the station.
 DO7207
 DO7207.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO7207.GEOID18 height accuracy estimate available here.
 DO7207
 DO7207.Click photographs - Photos may exist for this station.
 DO7207
 DO7207.The dynamic height is computed by dividing the NAVD 88
 DO7207.geopotential number by the normal gravity value computed on the
 DO7207.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO7207.degrees latitude (g = 980.6199 gals.).
 DO7207
 DO7207.The modeled gravity was interpolated from observed gravity values.
 DO7207
 DO7207;                    North         East    Units  Estimated Accuracy
 DO7207;SPC MN S     -   197,164.5     688,984.5     MT  (+/- 3 meters HH1 GPS) 
 DO7207
 DO7207_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUJ0866559748(NAD 83)
 DO7207
 DO7207                          SUPERSEDED SURVEY CONTROL
 DO7207
 DO7207.No superseded survey control is available for this station.
 DO7207
 DO7207_MARKER: DB = BENCH MARK DISK
 DO7207_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DO7207_SP_SET: ABUTMENT
 DO7207_STAMPING: 1704 AC 1 2011
 DO7207_MARK LOGO: MNHD
 DO7207_MAGNETIC: N = NO MAGNETIC MATERIAL
 DO7207_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DO7207_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DO7207+SATELLITE: SATELLITE OBSERVATIONS - May 25, 2011
 DO7207
 DO7207  HISTORY     - Date     Condition        Report By
 DO7207  HISTORY     - 20110518 MONUMENTED       MN-033
 DO7207  HISTORY     - 20110525 GOOD             MNDT
 DO7207
 DO7207                          STATION DESCRIPTION
 DO7207
 DO7207'DESCRIBED BY MN DEPT OF TRANSP 2011 (KMS)
 DO7207'THE MARK IS 13.5 MI (21.7 KM) WEST OF WINDOM, IN ABUTMENT IN SOUTHEAST
 DO7207'CORNER OF COUNTY ROAD 6 BRIDGE NUMBER 17502 OVER DES MOINES RIVER,
 DO7207'13.4 MI (21.6 KM) WEST ALONG TRUNK HIGHWAY 62 FROM THE JUNCTION OF
 DO7207'TRUNK HIGHWAY 62 AND TRUNK HIGHWAY 60/71 IN WINDOM TO TRUNK HIGHWAY 62
 DO7207'MILE POINT 10.7, THENCE 0.25 MI (0.4 KM) NORTH ON COUNTY ROAD 6, 17.0
 DO7207'FT (5.2 M) EAST OF COUNTY ROAD 6, NO WITNESS POST SET.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DO7203 ***********************************************************************
 DO7203  DESIGNATION -  1704 AD
 DO7203  PID         -  DO7203
 DO7203  STATE/COUNTY-  MN/COTTONWOOD
 DO7203  COUNTRY     -  US
 DO7203  USGS QUAD   -  HERON LAKE (2019)
 DO7203
 DO7203                         *CURRENT SURVEY CONTROL
 DO7203  ______________________________________________________________________
 DO7203* NAD 83(2011) POSITION- 43 51 44.04135(N) 095 21 37.01383(W)   ADJUSTED
 DO7203* NAD 83(2011) ELLIP HT-   399.936 (meters)        (02/11/14)   ADJUSTED
 DO7203* NAD 83(2011) EPOCH   -  2010.00
 DO7203* NAVD 88 ORTHO HEIGHT -   426.992 (meters)     1400.89  (feet) ADJUSTED
 DO7203  ______________________________________________________________________
 DO7203  GEOID HEIGHT    -        -27.060 (meters)                     GEOID18
 DO7203  NAD 83(2011) X  -   -430,319.953 (meters)                     COMP
 DO7203  NAD 83(2011) Y  - -4,586,240.942 (meters)                     COMP
 DO7203  NAD 83(2011) Z  -  4,397,344.789 (meters)                     COMP
 DO7203  LAPLACE CORR    -         -1.61  (seconds)                    DEFLEC18
 DO7203  DYNAMIC HEIGHT  -        426.898 (meters)     1400.58  (feet) COMP
 DO7203  MODELED GRAVITY -    980,387.3   (mgal)                       NAVD 88
 DO7203
 DO7203  VERT ORDER      -  SECOND    CLASS I
 DO7203
 DO7203  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DO7203  Standards:
 DO7203         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DO7203            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DO7203  -------------------------------------------------------------------
 DO7203  NETWORK    0.87   1.12           0.37   0.34   0.57      0.11410543
 DO7203  -------------------------------------------------------------------
 DO7203  Click here for local accuracies and other accuracy information.
 DO7203
 DO7203.The horizontal coordinates were established by GPS observations
 DO7203.and adjusted by the MN DEPT OF TRANSP in February 2014.
 DO7203
 DO7203.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DO7203.been affixed to the stable North American tectonic plate. See 
 DO7203.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DO7203
 DO7203.The horizontal coordinates are valid at the epoch date displayed above
 DO7203.which is a decimal equivalence of Year/Month/Day.
 DO7203
 DO7203.The orthometric height was determined by differential leveling and
 DO7203.adjusted by the NATIONAL GEODETIC SURVEY
 DO7203.in October 2013.
 DO7203
 DO7203.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO7203.GEOID18 height accuracy estimate available here.
 DO7203
 DO7203.Click photographs - Photos may exist for this station.
 DO7203
 DO7203.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DO7203
 DO7203.The Laplace correction was computed from DEFLEC18 derived deflections.
 DO7203
 DO7203.The ellipsoidal height was determined by GPS observations
 DO7203.and is referenced to NAD 83.
 DO7203
 DO7203.The dynamic height is computed by dividing the NAVD 88
 DO7203.geopotential number by the normal gravity value computed on the
 DO7203.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO7203.degrees latitude (g = 980.6199 gals.).
 DO7203
 DO7203.The modeled gravity was interpolated from observed gravity values.
 DO7203
 DO7203. The following values were computed from the NAD 83(2011) position.
 DO7203
 DO7203;                    North         East     Units Scale Factor Converg.
 DO7203;SPC MN S     -   196,714.978   690,651.668   MT  0.99998384   -0 57 12.5
 DO7203;SPC MN S     -   645,389.06  2,265,913.01   sFT  0.99998384   -0 57 12.5
 DO7203;UTM  15      - 4,859,279.512   310,326.989   MT  1.00004250   -1 38 09.6
 DO7203
 DO7203!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DO7203!SPC MN S     -   0.99993729  x   0.99998384  =   0.99992113
 DO7203!UTM  15      -   0.99993729  x   1.00004250  =   0.99997979
 DO7203
 DO7203_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUJ1032659279(NAD 83)
 DO7203
 DO7203                          SUPERSEDED SURVEY CONTROL
 DO7203
 DO7203.No superseded survey control is available for this station.
 DO7203
 DO7203_MARKER: I = METAL ROD
 DO7203_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DO7203_STAMPING: 1704 AD 2011
 DO7203_MARK LOGO: MNDT
 DO7203_PROJECTION: RECESSED 5 CENTIMETERS
 DO7203_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DO7203_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DO7203_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DO7203+SATELLITE: SATELLITE OBSERVATIONS - September 06, 2023
 DO7203_ROD/PIPE-DEPTH: 16.8 meters
 DO7203
 DO7203  HISTORY     - Date     Condition        Report By
 DO7203  HISTORY     - 20110613 MONUMENTED       MNDT
 DO7203  HISTORY     - 20210427 GOOD             MNDT
 DO7203  HISTORY     - 20230906 GOOD             MNDT
 DO7203
 DO7203                          STATION DESCRIPTION
 DO7203
 DO7203'DESCRIBED BY MN DEPT OF TRANSP 2011 (SAM)
 DO7203'THE MARK IS 12.0 MI (19.3 KM) WEST OF WINDOM, 12.35 MI (19.9 KM) WEST
 DO7203'ALONG TRUNK HIGHWAY 62 FROM THE JUNCTION OF TRUNK HIGHWAY 62 AND TRUNK
 DO7203'HIGHWAY 60/TRUNK HIGHWAY 71 IN WINDOM, AT TRUNK HIGHWAY 62 MILE POINT
 DO7203'11.8, 57.9 FT (17.6 M) SOUTH OF TRUNK HIGHWAY 62, 18.1 FT (5.5 M) EAST
 DO7203'OF A FIELD ENTRANCE, 2.0 FT (0.6 M) WEST OF A WITNESS POST.
 DO7203
 DO7203                          STATION RECOVERY (2021)
 DO7203
 DO7203'RECOVERY NOTE BY MN DEPT OF TRANSP 2021 (KMS)
 DO7203'RECOVERED IN GOOD CONDITION.
 DO7203
 DO7203                          STATION RECOVERY (2023)
 DO7203
 DO7203'RECOVERY NOTE BY MN DEPT OF TRANSP 2023 (TJD)
 DO7203'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DO7204 ***********************************************************************
 DO7204  DESIGNATION -  1704 AD 1
 DO7204  PID         -  DO7204
 DO7204  STATE/COUNTY-  MN/COTTONWOOD
 DO7204  COUNTRY     -  US
 DO7204  USGS QUAD   -  HERON LAKE (2019)
 DO7204
 DO7204                         *CURRENT SURVEY CONTROL
 DO7204  ______________________________________________________________________
 DO7204* NAD 83(1986) POSITION- 43 51 29.30   (N) 095 21 39.90   (W)   HD_HELD1
 DO7204* NAVD 88 ORTHO HEIGHT -   425.417 (meters)     1395.72  (feet) ADJUSTED
 DO7204  ______________________________________________________________________
 DO7204  GEOID HEIGHT    -        -27.065 (meters)                     GEOID18
 DO7204  DYNAMIC HEIGHT  -        425.324 (meters)     1395.42  (feet) COMP
 DO7204  MODELED GRAVITY -    980,386.4   (mgal)                       NAVD 88
 DO7204
 DO7204  VERT ORDER      -  SECOND    CLASS I
 DO7204
 DO7204.The horizontal coordinates were determined by differentially corrected
 DO7204.hand held GPS observations or other comparable positioning techniques
 DO7204.and have an estimated accuracy of +/- 3 meters.
 DO7204
 DO7204.The orthometric height was determined by differential leveling and
 DO7204.adjusted by the NATIONAL GEODETIC SURVEY
 DO7204.in October 2013.
 DO7204
 DO7204.No vertical observational check was made to the station.
 DO7204
 DO7204.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO7204.GEOID18 height accuracy estimate available here.
 DO7204
 DO7204.Click photographs - Photos may exist for this station.
 DO7204
 DO7204.The dynamic height is computed by dividing the NAVD 88
 DO7204.geopotential number by the normal gravity value computed on the
 DO7204.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO7204.degrees latitude (g = 980.6199 gals.).
 DO7204
 DO7204.The modeled gravity was interpolated from observed gravity values.
 DO7204
 DO7204;                    North         East    Units  Estimated Accuracy
 DO7204;SPC MN S     -   196,261.1     690,579.7     MT  (+/- 3 meters HH1 GPS) 
 DO7204
 DO7204_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUJ1024958826(NAD 83)
 DO7204
 DO7204                          SUPERSEDED SURVEY CONTROL
 DO7204
 DO7204.No superseded survey control is available for this station.
 DO7204
 DO7204_MARKER: DV = VERTICAL CONTROL DISK
 DO7204_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DO7204_SP_SET: ABUTMENT
 DO7204_STAMPING: 1704 AD 1 2011
 DO7204_MARK LOGO: MNDT
 DO7204_MAGNETIC: N = NO MAGNETIC MATERIAL
 DO7204_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DO7204_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DO7204+SATELLITE: SATELLITE OBSERVATIONS - May 18, 2011
 DO7204
 DO7204  HISTORY     - Date     Condition        Report By
 DO7204  HISTORY     - 20110525 MONUMENTED       MNDT
 DO7204  HISTORY     - 20110518 GOOD             MNDT
 DO7204
 DO7204                          STATION DESCRIPTION
 DO7204
 DO7204'DESCRIBED BY MN DEPT OF TRANSP 2011 (KMS)
 DO7204'THE MARK IS 12.5 MI (20.1 KM) WEST OF WINDOM, IN ABUTMENT IN SOUTHEAST
 DO7204'CORNER OF 360TH AVENUE BRIDGE NUMBER 17532 OVER DES MOINES RIVER, 12.4
 DO7204'MI (20.0 KM) WEST ALONG TRUNK HIGHWAY 62 FROM THE JUNCTION OF TRUNK
 DO7204'HIGHWAY 62 AND TRUNK HIGHWAY 60/TRUNK HIGHWAY 71 IN WINDOM TO TRUNK
 DO7204'HIGHWAY 62 MILE POINT 11.75, THENCE 0.25 MI (0.4 KM) SOUTH ON 360TH
 DO7204'AVENUE, 17.0 FT (5.2 M) EAST OF 360TH AVENUE, NO WITNESS POST SET.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DO7201 ***********************************************************************
 DO7201  DESIGNATION -  1704 AE
 DO7201  PID         -  DO7201
 DO7201  STATE/COUNTY-  MN/COTTONWOOD
 DO7201  COUNTRY     -  US
 DO7201  USGS QUAD   -  HERON LAKE (2019)
 DO7201
 DO7201                         *CURRENT SURVEY CONTROL
 DO7201  ______________________________________________________________________
 DO7201* NAD 83(2011) POSITION- 43 51 45.57046(N) 095 19 11.53110(W)   ADJUSTED
 DO7201* NAD 83(2011) ELLIP HT-   395.563 (meters)        (02/11/14)   ADJUSTED
 DO7201* NAD 83(2011) EPOCH   -  2010.00
 DO7201* NAVD 88 ORTHO HEIGHT -   422.642 (meters)     1386.62  (feet) ADJUSTED
 DO7201  ______________________________________________________________________
 DO7201  GEOID HEIGHT    -        -27.089 (meters)                     GEOID18
 DO7201  NAD 83(2011) X  -   -427,081.753 (meters)                     COMP
 DO7201  NAD 83(2011) Y  - -4,586,507.611 (meters)                     COMP
 DO7201  NAD 83(2011) Z  -  4,397,375.788 (meters)                     COMP
 DO7201  LAPLACE CORR    -         -2.30  (seconds)                    DEFLEC18
 DO7201  DYNAMIC HEIGHT  -        422.553 (meters)     1386.33  (feet) COMP
 DO7201  MODELED GRAVITY -    980,394.7   (mgal)                       NAVD 88
 DO7201
 DO7201  VERT ORDER      -  SECOND    CLASS I
 DO7201
 DO7201  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DO7201  Standards:
 DO7201         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DO7201            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DO7201  -------------------------------------------------------------------
 DO7201  NETWORK    0.61   0.82           0.27   0.22   0.42      0.06644625
 DO7201  -------------------------------------------------------------------
 DO7201  Click here for local accuracies and other accuracy information.
 DO7201
 DO7201.The horizontal coordinates were established by GPS observations
 DO7201.and adjusted by the MN DEPT OF TRANSP in February 2014.
 DO7201
 DO7201.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DO7201.been affixed to the stable North American tectonic plate. See 
 DO7201.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DO7201
 DO7201.The horizontal coordinates are valid at the epoch date displayed above
 DO7201.which is a decimal equivalence of Year/Month/Day.
 DO7201
 DO7201.The orthometric height was determined by differential leveling and
 DO7201.adjusted by the NATIONAL GEODETIC SURVEY
 DO7201.in October 2013.
 DO7201
 DO7201.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO7201.GEOID18 height accuracy estimate available here.
 DO7201
 DO7201.Click photographs - Photos may exist for this station.
 DO7201
 DO7201.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DO7201
 DO7201.The Laplace correction was computed from DEFLEC18 derived deflections.
 DO7201
 DO7201.The ellipsoidal height was determined by GPS observations
 DO7201.and is referenced to NAD 83.
 DO7201
 DO7201.The dynamic height is computed by dividing the NAVD 88
 DO7201.geopotential number by the normal gravity value computed on the
 DO7201.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO7201.degrees latitude (g = 980.6199 gals.).
 DO7201
 DO7201.The modeled gravity was interpolated from observed gravity values.
 DO7201
 DO7201. The following values were computed from the NAD 83(2011) position.
 DO7201
 DO7201;                    North         East     Units Scale Factor Converg.
 DO7201;SPC MN S     -   196,708.909   693,900.713   MT  0.99998376   -0 55 30.5
 DO7201;SPC MN S     -   645,369.15  2,276,572.59   sFT  0.99998376   -0 55 30.5
 DO7201;UTM  15      - 4,859,234.729   313,575.897   MT  1.00002747   -1 36 28.7
 DO7201
 DO7201!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DO7201!SPC MN S     -   0.99993798  x   0.99998376  =   0.99992174
 DO7201!UTM  15      -   0.99993798  x   1.00002747  =   0.99996544
 DO7201
 DO7201_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUJ1357559234(NAD 83)
 DO7201
 DO7201                          SUPERSEDED SURVEY CONTROL
 DO7201
 DO7201.No superseded survey control is available for this station.
 DO7201
 DO7201_MARKER: I = METAL ROD
 DO7201_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DO7201_STAMPING: 1704 AE 2011
 DO7201_MARK LOGO: MNDT
 DO7201_PROJECTION: RECESSED 5 CENTIMETERS
 DO7201_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DO7201_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DO7201_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DO7201+SATELLITE: SATELLITE OBSERVATIONS - September 06, 2023
 DO7201_ROD/PIPE-DEPTH: 9.1 meters
 DO7201
 DO7201  HISTORY     - Date     Condition        Report By
 DO7201  HISTORY     - 20110608 MONUMENTED       MNDT
 DO7201  HISTORY     - 20210427 GOOD             MNDT
 DO7201  HISTORY     - 20230906 GOOD             MNDT
 DO7201
 DO7201                          STATION DESCRIPTION
 DO7201
 DO7201'DESCRIBED BY MN DEPT OF TRANSP 2011
 DO7201'THE MARK IS 10.5 MI (16.9 KM) WEST OF WINDOM, 10.4 MI (16.7 KM) WEST
 DO7201'ALONG TRUNK HIGHWAY 62 FROM THE JUNCTION OF TRUNK HIGHWAY 62 AND TRUNK
 DO7201'HIGHWAY 60/TRUNK HIGHWAY 71 IN WINDOM, AT TRUNK HIGHWAY 62 MILE POINT
 DO7201'13.75, 50.6 FT (15.4 M) NORTH OF TRUNK HIGHWAY 62, 15.7 FT (4.8 M)
 DO7201'WEST OF A FIELD ENTRANCE, 2.0 FT (0.6 M) EAST OF A WITNESS POST.
 DO7201
 DO7201                          STATION RECOVERY (2021)
 DO7201
 DO7201'RECOVERY NOTE BY MN DEPT OF TRANSP 2021 (KMS)
 DO7201'RECOVERED IN GOOD CONDITION.
 DO7201
 DO7201                          STATION RECOVERY (2023)
 DO7201
 DO7201'RECOVERY NOTE BY MN DEPT OF TRANSP 2023 (TJD)
 DO7201'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DO7197 ***********************************************************************
 DO7197  DESIGNATION -  1704 AF
 DO7197  PID         -  DO7197
 DO7197  STATE/COUNTY-  MN/COTTONWOOD
 DO7197  COUNTRY     -  US
 DO7197  USGS QUAD   -  HERON LAKE (2019)
 DO7197
 DO7197                         *CURRENT SURVEY CONTROL
 DO7197  ______________________________________________________________________
 DO7197* NAD 83(2011) POSITION- 43 51 41.79986(N) 095 16 50.55503(W)   ADJUSTED
 DO7197* NAD 83(2011) ELLIP HT-   406.145 (meters)        (02/11/14)   ADJUSTED
 DO7197* NAD 83(2011) EPOCH   -  2010.00
 DO7197* NAVD 88 ORTHO HEIGHT -   433.271 (meters)     1421.49  (feet) ADJUSTED
 DO7197  ______________________________________________________________________
 DO7197  GEOID HEIGHT    -        -27.129 (meters)                     GEOID18
 DO7197  NAD 83(2011) X  -   -423,955.032 (meters)                     COMP
 DO7197  NAD 83(2011) Y  - -4,586,886.338 (meters)                     COMP
 DO7197  NAD 83(2011) Z  -  4,397,299.208 (meters)                     COMP
 DO7197  LAPLACE CORR    -         -2.73  (seconds)                    DEFLEC18
 DO7197  DYNAMIC HEIGHT  -        433.180 (meters)     1421.19  (feet) COMP
 DO7197  MODELED GRAVITY -    980,394.8   (mgal)                       NAVD 88
 DO7197
 DO7197  VERT ORDER      -  SECOND    CLASS I
 DO7197
 DO7197  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DO7197  Standards:
 DO7197         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DO7197            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DO7197  -------------------------------------------------------------------
 DO7197  NETWORK    0.93   1.14           0.45   0.25   0.58      0.22934634
 DO7197  -------------------------------------------------------------------
 DO7197  Click here for local accuracies and other accuracy information.
 DO7197
 DO7197.The horizontal coordinates were established by GPS observations
 DO7197.and adjusted by the MN DEPT OF TRANSP in February 2014.
 DO7197
 DO7197.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DO7197.been affixed to the stable North American tectonic plate. See 
 DO7197.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DO7197
 DO7197.The horizontal coordinates are valid at the epoch date displayed above
 DO7197.which is a decimal equivalence of Year/Month/Day.
 DO7197
 DO7197.The orthometric height was determined by differential leveling and
 DO7197.adjusted by the NATIONAL GEODETIC SURVEY
 DO7197.in October 2013.
 DO7197
 DO7197.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO7197.GEOID18 height accuracy estimate available here.
 DO7197
 DO7197.Click photographs - Photos may exist for this station.
 DO7197
 DO7197.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DO7197
 DO7197.The Laplace correction was computed from DEFLEC18 derived deflections.
 DO7197
 DO7197.The ellipsoidal height was determined by GPS observations
 DO7197.and is referenced to NAD 83.
 DO7197
 DO7197.The dynamic height is computed by dividing the NAVD 88
 DO7197.geopotential number by the normal gravity value computed on the
 DO7197.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO7197.degrees latitude (g = 980.6199 gals.).
 DO7197
 DO7197.The modeled gravity was interpolated from observed gravity values.
 DO7197
 DO7197. The following values were computed from the NAD 83(2011) position.
 DO7197
 DO7197;                    North         East     Units Scale Factor Converg.
 DO7197;SPC MN S     -   196,542.476   697,046.553   MT  0.99998396   -0 53 51.7
 DO7197;SPC MN S     -   644,823.11  2,286,893.57   sFT  0.99998396   -0 53 51.7
 DO7197;UTM  15      - 4,859,030.802   316,719.644   MT  1.00001318   -1 34 50.8
 DO7197
 DO7197!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DO7197!SPC MN S     -   0.99993632  x   0.99998396  =   0.99992028
 DO7197!UTM  15      -   0.99993632  x   1.00001318  =   0.99994950
 DO7197
 DO7197_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUJ1671959030(NAD 83)
 DO7197
 DO7197                          SUPERSEDED SURVEY CONTROL
 DO7197
 DO7197.No superseded survey control is available for this station.
 DO7197
 DO7197_MARKER: I = METAL ROD
 DO7197_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DO7197_STAMPING: 1704 AF 2011
 DO7197_MARK LOGO: MNDT
 DO7197_PROJECTION: RECESSED 5 CENTIMETERS
 DO7197_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DO7197_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DO7197_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DO7197+SATELLITE: SATELLITE OBSERVATIONS - September 06, 2023
 DO7197_ROD/PIPE-DEPTH: 6.1 meters
 DO7197
 DO7197  HISTORY     - Date     Condition        Report By
 DO7197  HISTORY     - 20110607 MONUMENTED       MNDT
 DO7197  HISTORY     - 20210427 GOOD             MNDT
 DO7197  HISTORY     - 20230906 GOOD             MNDT
 DO7197
 DO7197                          STATION DESCRIPTION
 DO7197
 DO7197'DESCRIBED BY MN DEPT OF TRANSP 2011 (SAM)
 DO7197'THE MARK IS 8.5 MI (13.7 KM) WEST OF WINDOM, 8.3 MI (13.4 KM) WEST
 DO7197'ALONG TRUNK HIGHWAY 62 FROM THE JUNCTION OF TRUNK HIGHWAY 62 AND TRUNK
 DO7197'HIGHWAY 60/TRUNK HIGHWAY 71 IN WINDOM TO TRUNK HIGHWAY 62 MILE POINT
 DO7197'15.7, THENCE 0.05 MI (0.1 KM) SOUTH ON 400TH AVENUE, 31.6 FT (9.6 M)
 DO7197'EAST OF 400TH AVENUE, 10.3 FT (3.1 M) SOUTH OF A FIELD ENTRANCE, 1.5
 DO7197'FT (0.5 M) WEST OF A WITNESS POST.
 DO7197
 DO7197                          STATION RECOVERY (2021)
 DO7197
 DO7197'RECOVERY NOTE BY MN DEPT OF TRANSP 2021 (KMS)
 DO7197'RECOVERED IN GOOD CONDITION.
 DO7197
 DO7197                          STATION RECOVERY (2023)
 DO7197
 DO7197'RECOVERY NOTE BY MN DEPT OF TRANSP 2023 (TJD)
 DO7197'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DO7195 ***********************************************************************
 DO7195  DESIGNATION -  1704 AG
 DO7195  PID         -  DO7195
 DO7195  STATE/COUNTY-  MN/COTTONWOOD
 DO7195  COUNTRY     -  US
 DO7195  USGS QUAD   -  HERON LAKE (2019)
 DO7195
 DO7195                         *CURRENT SURVEY CONTROL
 DO7195  ______________________________________________________________________
 DO7195* NAD 83(2011) POSITION- 43 51 43.60252(N) 095 15 38.78474(W)   ADJUSTED
 DO7195* NAD 83(2011) ELLIP HT-   410.309 (meters)        (02/11/14)   ADJUSTED
 DO7195* NAD 83(2011) EPOCH   -  2010.00
 DO7195* NAVD 88 ORTHO HEIGHT -   437.458 (meters)     1435.23  (feet) ADJUSTED
 DO7195  ______________________________________________________________________
 DO7195  GEOID HEIGHT    -        -27.151 (meters)                     GEOID18
 DO7195  NAD 83(2011) X  -   -422,355.729 (meters)                     COMP
 DO7195  NAD 83(2011) Y  - -4,586,998.174 (meters)                     COMP
 DO7195  NAD 83(2011) Z  -  4,397,342.211 (meters)                     COMP
 DO7195  LAPLACE CORR    -         -2.65  (seconds)                    DEFLEC18
 DO7195  DYNAMIC HEIGHT  -        437.364 (meters)     1434.92  (feet) COMP
 DO7195  MODELED GRAVITY -    980,390.6   (mgal)                       NAVD 88
 DO7195
 DO7195  VERT ORDER      -  SECOND    CLASS I
 DO7195
 DO7195  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DO7195  Standards:
 DO7195         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DO7195            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DO7195  -------------------------------------------------------------------
 DO7195  NETWORK    0.83   0.98           0.39   0.26   0.50      0.20350605
 DO7195  -------------------------------------------------------------------
 DO7195  Click here for local accuracies and other accuracy information.
 DO7195
 DO7195.The horizontal coordinates were established by GPS observations
 DO7195.and adjusted by the MN DEPT OF TRANSP in February 2014.
 DO7195
 DO7195.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DO7195.been affixed to the stable North American tectonic plate. See 
 DO7195.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DO7195
 DO7195.The horizontal coordinates are valid at the epoch date displayed above
 DO7195.which is a decimal equivalence of Year/Month/Day.
 DO7195
 DO7195.The orthometric height was determined by differential leveling and
 DO7195.adjusted by the NATIONAL GEODETIC SURVEY
 DO7195.in October 2013.
 DO7195
 DO7195.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO7195.GEOID18 height accuracy estimate available here.
 DO7195
 DO7195.Click photographs - Photos may exist for this station.
 DO7195
 DO7195.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DO7195
 DO7195.The Laplace correction was computed from DEFLEC18 derived deflections.
 DO7195
 DO7195.The ellipsoidal height was determined by GPS observations
 DO7195.and is referenced to NAD 83.
 DO7195
 DO7195.The dynamic height is computed by dividing the NAVD 88
 DO7195.geopotential number by the normal gravity value computed on the
 DO7195.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO7195.degrees latitude (g = 980.6199 gals.).
 DO7195
 DO7195.The modeled gravity was interpolated from observed gravity values.
 DO7195
 DO7195. The following values were computed from the NAD 83(2011) position.
 DO7195
 DO7195;                    North         East     Units Scale Factor Converg.
 DO7195;SPC MN S     -   196,573.191   698,649.910   MT  0.99998386   -0 53 01.4
 DO7195;SPC MN S     -   644,923.88  2,292,153.91   sFT  0.99998386   -0 53 01.4
 DO7195;UTM  15      - 4,859,042.398   318,323.294   MT  1.00000598   -1 34 01.1
 DO7195
 DO7195!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DO7195!SPC MN S     -   0.99993566  x   0.99998386  =   0.99991953
 DO7195!UTM  15      -   0.99993566  x   1.00000598  =   0.99994164
 DO7195
 DO7195_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUJ1832359042(NAD 83)
 DO7195
 DO7195                          SUPERSEDED SURVEY CONTROL
 DO7195
 DO7195.No superseded survey control is available for this station.
 DO7195
 DO7195_MARKER: I = METAL ROD
 DO7195_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DO7195_STAMPING: 1704 AG 2011
 DO7195_MARK LOGO: MNDT
 DO7195_PROJECTION: RECESSED 5 CENTIMETERS
 DO7195_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DO7195_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DO7195_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DO7195+SATELLITE: SATELLITE OBSERVATIONS - September 06, 2023
 DO7195_ROD/PIPE-DEPTH: 4.6 meters
 DO7195
 DO7195  HISTORY     - Date     Condition        Report By
 DO7195  HISTORY     - 20110607 MONUMENTED       MNDT
 DO7195  HISTORY     - 20230906 GOOD             MNDT
 DO7195
 DO7195                          STATION DESCRIPTION
 DO7195
 DO7195'DESCRIBED BY MN DEPT OF TRANSP 2011 (SAM)
 DO7195'THE MARK IS 7.5 MI (12.1 KM) WEST OF WINDOM, 7.3 MI (11.7 KM) WEST
 DO7195'ALONG TRUNK HIGHWAY 62 FROM THE JUNCTION OF TRUNK HIGHWAY 62 AND TRUNK
 DO7195'HIGHWAY 60/TRUNK HIGHWAY 71 IN WINDOM, AT TRUNK HIGHWAY 62 MILE POINT
 DO7195'16.7, 171.6 FT (52.3 M) SOUTH OF TRUNK HIGHWAY 62, 25.8 FT (7.9 M)
 DO7195'WEST OF 410TH AVENUE, 9.3 FT (2.8 M) EAST OF RIGHT-OF-WAY POST, 9.3 FT
 DO7195'(2.8 M) EAST OF A WITNESS POST.
 DO7195
 DO7195                          STATION RECOVERY (2023)
 DO7195
 DO7195'RECOVERY NOTE BY MN DEPT OF TRANSP 2023 (TJD)
 DO7195'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DO7193 ***********************************************************************
 DO7193  DESIGNATION -  1704 AH
 DO7193  PID         -  DO7193
 DO7193  STATE/COUNTY-  MN/COTTONWOOD
 DO7193  COUNTRY     -  US
 DO7193  USGS QUAD   -  WILDER (2019)
 DO7193
 DO7193                         *CURRENT SURVEY CONTROL
 DO7193  ______________________________________________________________________
 DO7193* NAD 83(2011) POSITION- 43 51 44.33527(N) 095 13 12.89290(W)   ADJUSTED
 DO7193* NAD 83(2011) ELLIP HT-   417.110 (meters)        (02/11/14)   ADJUSTED
 DO7193* NAD 83(2011) EPOCH   -  2010.00
 DO7193* NAVD 88 ORTHO HEIGHT -   444.310 (meters)     1457.71  (feet) ADJUSTED
 DO7193  ______________________________________________________________________
 DO7193  GEOID HEIGHT    -        -27.197 (meters)                     GEOID18
 DO7193  NAD 83(2011) X  -   -419,110.244 (meters)                     COMP
 DO7193  NAD 83(2011) Y  - -4,587,285.036 (meters)                     COMP
 DO7193  NAD 83(2011) Z  -  4,397,363.231 (meters)                     COMP
 DO7193  LAPLACE CORR    -         -2.97  (seconds)                    DEFLEC18
 DO7193  DYNAMIC HEIGHT  -        444.213 (meters)     1457.39  (feet) COMP
 DO7193  MODELED GRAVITY -    980,385.5   (mgal)                       NAVD 88
 DO7193
 DO7193  VERT ORDER      -  SECOND    CLASS I
 DO7193
 DO7193  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DO7193  Standards:
 DO7193         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DO7193            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DO7193  -------------------------------------------------------------------
 DO7193  NETWORK    0.77   1.04           0.34   0.28   0.53      0.06776038
 DO7193  -------------------------------------------------------------------
 DO7193  Click here for local accuracies and other accuracy information.
 DO7193
 DO7193.The horizontal coordinates were established by GPS observations
 DO7193.and adjusted by the MN DEPT OF TRANSP in February 2014.
 DO7193
 DO7193.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DO7193.been affixed to the stable North American tectonic plate. See 
 DO7193.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DO7193
 DO7193.The horizontal coordinates are valid at the epoch date displayed above
 DO7193.which is a decimal equivalence of Year/Month/Day.
 DO7193
 DO7193.The orthometric height was determined by differential leveling and
 DO7193.adjusted by the NATIONAL GEODETIC SURVEY
 DO7193.in October 2013.
 DO7193
 DO7193.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO7193.GEOID18 height accuracy estimate available here.
 DO7193
 DO7193.Click photographs - Photos may exist for this station.
 DO7193
 DO7193.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DO7193
 DO7193.The Laplace correction was computed from DEFLEC18 derived deflections.
 DO7193
 DO7193.The ellipsoidal height was determined by GPS observations
 DO7193.and is referenced to NAD 83.
 DO7193
 DO7193.The dynamic height is computed by dividing the NAVD 88
 DO7193.geopotential number by the normal gravity value computed on the
 DO7193.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO7193.degrees latitude (g = 980.6199 gals.).
 DO7193
 DO7193.The modeled gravity was interpolated from observed gravity values.
 DO7193
 DO7193. The following values were computed from the NAD 83(2011) position.
 DO7193
 DO7193;                    North         East     Units Scale Factor Converg.
 DO7193;SPC MN S     -   196,546.365   701,907.735   MT  0.99998382   -0 51 19.1
 DO7193;SPC MN S     -   644,835.87  2,302,842.29   sFT  0.99998382   -0 51 19.1
 DO7193;UTM  15      - 4,858,976.715   321,580.616   MT  0.99999155   -1 32 20.0
 DO7193
 DO7193!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DO7193!SPC MN S     -   0.99993460  x   0.99998382  =   0.99991842
 DO7193!UTM  15      -   0.99993460  x   0.99999155  =   0.99992615
 DO7193
 DO7193_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUJ2158058976(NAD 83)
 DO7193
 DO7193                          SUPERSEDED SURVEY CONTROL
 DO7193
 DO7193.No superseded survey control is available for this station.
 DO7193
 DO7193_MARKER: I = METAL ROD
 DO7193_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DO7193_STAMPING: 1704 AH 2011
 DO7193_MARK LOGO: MNDT
 DO7193_PROJECTION: RECESSED 5 CENTIMETERS
 DO7193_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DO7193_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DO7193_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DO7193+SATELLITE: SATELLITE OBSERVATIONS - September 06, 2023
 DO7193_ROD/PIPE-DEPTH: 6.1 meters
 DO7193
 DO7193  HISTORY     - Date     Condition        Report By
 DO7193  HISTORY     - 20110607 MONUMENTED       MNDT
 DO7193  HISTORY     - 20210427 GOOD             MNDT
 DO7193  HISTORY     - 20230906 GOOD             MNDT
 DO7193
 DO7193                          STATION DESCRIPTION
 DO7193
 DO7193'DESCRIBED BY MN DEPT OF TRANSP 2011
 DO7193'THE MARK IS 5.5 MI (8.8 KM) WEST OF WINDOM, 5.3 MI (8.5 KM) WEST ALONG
 DO7193'TRUNK HIGHWAY 62 FROM THE JUNCTION OF TRUNK HIGHWAY 62 AND TRUNK
 DO7193'HIGHWAY 60/TRUNK HIGHWAY 71 IN WINDOM, AT TRUNK HIGHWAY 62 MILE POINT
 DO7193'18.7, 57.2 FT (17.4 M) SOUTH OF TRUNK HIGHWAY 62, 48.4 FT (14.8 M)
 DO7193'EAST OF 430TH AVENUE, 36.3 FT (11.1 M) NORTHEAST OF A WITNESS POST.
 DO7193
 DO7193                          STATION RECOVERY (2021)
 DO7193
 DO7193'RECOVERY NOTE BY MN DEPT OF TRANSP 2021 (KMS)
 DO7193'RECOVERED IN GOOD CONDITION.
 DO7193
 DO7193                          STATION RECOVERY (2023)
 DO7193
 DO7193'RECOVERY NOTE BY MN DEPT OF TRANSP 2023 (TJD)
 DO7193'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DO7192 ***********************************************************************
 DO7192  DESIGNATION -  1704 AI
 DO7192  PID         -  DO7192
 DO7192  STATE/COUNTY-  MN/COTTONWOOD
 DO7192  COUNTRY     -  US
 DO7192  USGS QUAD   -  WILDER (2019)
 DO7192
 DO7192                         *CURRENT SURVEY CONTROL
 DO7192  ______________________________________________________________________
 DO7192* NAD 83(2011) POSITION- 43 51 44.53867(N) 095 12 02.38661(W)   ADJUSTED
 DO7192* NAD 83(2011) ELLIP HT-   409.332 (meters)        (02/11/14)   ADJUSTED
 DO7192* NAD 83(2011) EPOCH   -  2010.00
 DO7192* NAVD 88 ORTHO HEIGHT -   436.555 (meters)     1432.26  (feet) ADJUSTED
 DO7192  ______________________________________________________________________
 DO7192  GEOID HEIGHT    -        -27.220 (meters)                     GEOID18
 DO7192  NAD 83(2011) X  -   -417,541.272 (meters)                     COMP
 DO7192  NAD 83(2011) Y  - -4,587,418.113 (meters)                     COMP
 DO7192  NAD 83(2011) Z  -  4,397,362.368 (meters)                     COMP
 DO7192  LAPLACE CORR    -         -2.74  (seconds)                    DEFLEC18
 DO7192  DYNAMIC HEIGHT  -        436.460 (meters)     1431.95  (feet) COMP
 DO7192  MODELED GRAVITY -    980,386.9   (mgal)                       NAVD 88
 DO7192
 DO7192  VERT ORDER      -  SECOND    CLASS I
 DO7192
 DO7192  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DO7192  Standards:
 DO7192         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DO7192            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DO7192  -------------------------------------------------------------------
 DO7192  NETWORK    0.73   1.25           0.32   0.27   0.64      0.07308939
 DO7192  -------------------------------------------------------------------
 DO7192  Click here for local accuracies and other accuracy information.
 DO7192
 DO7192.The horizontal coordinates were established by GPS observations
 DO7192.and adjusted by the MN DEPT OF TRANSP in February 2014.
 DO7192
 DO7192.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DO7192.been affixed to the stable North American tectonic plate. See 
 DO7192.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DO7192
 DO7192.The horizontal coordinates are valid at the epoch date displayed above
 DO7192.which is a decimal equivalence of Year/Month/Day.
 DO7192
 DO7192.The orthometric height was determined by differential leveling and
 DO7192.adjusted by the NATIONAL GEODETIC SURVEY
 DO7192.in October 2013.
 DO7192
 DO7192.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO7192.GEOID18 height accuracy estimate available here.
 DO7192
 DO7192.Click photographs - Photos may exist for this station.
 DO7192
 DO7192.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DO7192
 DO7192.The Laplace correction was computed from DEFLEC18 derived deflections.
 DO7192
 DO7192.The ellipsoidal height was determined by GPS observations
 DO7192.and is referenced to NAD 83.
 DO7192
 DO7192.The dynamic height is computed by dividing the NAVD 88
 DO7192.geopotential number by the normal gravity value computed on the
 DO7192.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO7192.degrees latitude (g = 980.6199 gals.).
 DO7192
 DO7192.The modeled gravity was interpolated from observed gravity values.
 DO7192
 DO7192. The following values were computed from the NAD 83(2011) position.
 DO7192
 DO7192;                    North         East     Units Scale Factor Converg.
 DO7192;SPC MN S     -   196,529.328   703,482.102   MT  0.99998381   -0 50 29.7
 DO7192;SPC MN S     -   644,779.97  2,308,007.53   sFT  0.99998381   -0 50 29.7
 DO7192;UTM  15      - 4,858,940.895   323,154.675   MT  0.99998467   -1 31 31.1
 DO7192
 DO7192!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DO7192!SPC MN S     -   0.99993582  x   0.99998381  =   0.99991963
 DO7192!UTM  15      -   0.99993582  x   0.99998467  =   0.99992049
 DO7192
 DO7192_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUJ2315458940(NAD 83)
 DO7192
 DO7192                          SUPERSEDED SURVEY CONTROL
 DO7192
 DO7192.No superseded survey control is available for this station.
 DO7192
 DO7192_MARKER: I = METAL ROD
 DO7192_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DO7192_STAMPING: 1704 AI 2011
 DO7192_MARK LOGO: MNDT
 DO7192_PROJECTION: RECESSED 5 CENTIMETERS
 DO7192_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DO7192_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DO7192_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DO7192+SATELLITE: SATELLITE OBSERVATIONS - September 06, 2023
 DO7192_ROD/PIPE-DEPTH: 13.7 meters
 DO7192
 DO7192  HISTORY     - Date     Condition        Report By
 DO7192  HISTORY     - 20110607 MONUMENTED       MNDT
 DO7192  HISTORY     - 20230906 GOOD             MNDT
 DO7192
 DO7192                          STATION DESCRIPTION
 DO7192
 DO7192'DESCRIBED BY MN DEPT OF TRANSP 2011
 DO7192'THE MARK IS 4.5 MI (7.2 KM) WEST OF WINDOM, 4.3 MI (6.9 KM) WEST ALONG
 DO7192'TRUNK HIGHWAY 62 FROM THE JUNCTION OF TRUNK HIGHWAY 62 AND TRUNK
 DO7192'HIGHWAY 60/TRUNK HIGHWAY 71 IN WINDOM, AT TRUNK HIGHWAY 62 MILE POINT
 DO7192'19.7, 49.2 FT (15.0 M) NORTH OF TRUNK HIGHWAY 62, 41.0 FT (12.5 M)
 DO7192'WEST OF 440TH AVENUE, 1.3 FT (0.4 M) SOUTH OF A WITNESS POST.
 DO7192
 DO7192                          STATION RECOVERY (2023)
 DO7192
 DO7192'RECOVERY NOTE BY MN DEPT OF TRANSP 2023 (TJD)
 DO7192'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DO7189 ***********************************************************************
 DO7189  DESIGNATION -  1704 AJ
 DO7189  PID         -  DO7189
 DO7189  STATE/COUNTY-  MN/COTTONWOOD
 DO7189  COUNTRY     -  US
 DO7189  USGS QUAD   -  WILDER (2019)
 DO7189
 DO7189                         *CURRENT SURVEY CONTROL
 DO7189  ______________________________________________________________________
 DO7189* NAD 83(2011) POSITION- 43 51 45.70041(N) 095 09 38.42669(W)   ADJUSTED
 DO7189* NAD 83(2011) ELLIP HT-   415.615 (meters)        (02/11/14)   ADJUSTED
 DO7189* NAD 83(2011) EPOCH   -  2010.00
 DO7189* NAVD 88 ORTHO HEIGHT -   442.885 (meters)     1453.03  (feet) ADJUSTED
 DO7189  ______________________________________________________________________
 DO7189  GEOID HEIGHT    -        -27.266 (meters)                     GEOID18
 DO7189  NAD 83(2011) X  -   -414,337.613 (meters)                     COMP
 DO7189  NAD 83(2011) Y  - -4,587,688.179 (meters)                     COMP
 DO7189  NAD 83(2011) Z  -  4,397,392.575 (meters)                     COMP
 DO7189  LAPLACE CORR    -         -3.20  (seconds)                    DEFLEC18
 DO7189  DYNAMIC HEIGHT  -        442.789 (meters)     1452.72  (feet) COMP
 DO7189  MODELED GRAVITY -    980,389.2   (mgal)                       NAVD 88
 DO7189
 DO7189  VERT ORDER      -  SECOND    CLASS I
 DO7189
 DO7189  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DO7189  Standards:
 DO7189         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DO7189            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DO7189  -------------------------------------------------------------------
 DO7189  NETWORK    0.77   1.25           0.34   0.28   0.64      0.17218089
 DO7189  -------------------------------------------------------------------
 DO7189  Click here for local accuracies and other accuracy information.
 DO7189
 DO7189.The horizontal coordinates were established by GPS observations
 DO7189.and adjusted by the MN DEPT OF TRANSP in February 2014.
 DO7189
 DO7189.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DO7189.been affixed to the stable North American tectonic plate. See 
 DO7189.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DO7189
 DO7189.The horizontal coordinates are valid at the epoch date displayed above
 DO7189.which is a decimal equivalence of Year/Month/Day.
 DO7189
 DO7189.The orthometric height was determined by differential leveling and
 DO7189.adjusted by the NATIONAL GEODETIC SURVEY
 DO7189.in October 2013.
 DO7189
 DO7189.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO7189.GEOID18 height accuracy estimate available here.
 DO7189
 DO7189.Click photographs - Photos may exist for this station.
 DO7189
 DO7189.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DO7189
 DO7189.The Laplace correction was computed from DEFLEC18 derived deflections.
 DO7189
 DO7189.The ellipsoidal height was determined by GPS observations
 DO7189.and is referenced to NAD 83.
 DO7189
 DO7189.The dynamic height is computed by dividing the NAVD 88
 DO7189.geopotential number by the normal gravity value computed on the
 DO7189.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO7189.degrees latitude (g = 980.6199 gals.).
 DO7189
 DO7189.The modeled gravity was interpolated from observed gravity values.
 DO7189
 DO7189. The following values were computed from the NAD 83(2011) position.
 DO7189
 DO7189;                    North         East     Units Scale Factor Converg.
 DO7189;SPC MN S     -   196,518.749   706,696.983   MT  0.99998375   -0 48 48.8
 DO7189;SPC MN S     -   644,745.26  2,318,555.02   sFT  0.99998375   -0 48 48.8
 DO7189;UTM  15      - 4,858,891.945   326,369.181   MT  0.99997081   -1 29 51.3
 DO7189
 DO7189!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DO7189!SPC MN S     -   0.99993483  x   0.99998375  =   0.99991858
 DO7189!UTM  15      -   0.99993483  x   0.99997081  =   0.99990564
 DO7189
 DO7189_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUJ2636958891(NAD 83)
 DO7189
 DO7189                          SUPERSEDED SURVEY CONTROL
 DO7189
 DO7189.No superseded survey control is available for this station.
 DO7189
 DO7189_MARKER: I = METAL ROD
 DO7189_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DO7189_STAMPING: 1704 AJ 2011
 DO7189_MARK LOGO: MNDT
 DO7189_PROJECTION: RECESSED 5 CENTIMETERS
 DO7189_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DO7189_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DO7189_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DO7189+SATELLITE: SATELLITE OBSERVATIONS - September 06, 2023
 DO7189_ROD/PIPE-DEPTH: 6.1 meters
 DO7189
 DO7189  HISTORY     - Date     Condition        Report By
 DO7189  HISTORY     - 20110606 MONUMENTED       MNDT
 DO7189  HISTORY     - 20160719 GOOD             MNDT
 DO7189  HISTORY     - 20191021 GOOD             MNDT
 DO7189  HISTORY     - 20230906 GOOD             MNDT
 DO7189
 DO7189                          STATION DESCRIPTION
 DO7189
 DO7189'DESCRIBED BY MN DEPT OF TRANSP 2011 (SAM)
 DO7189'THE MARK IS LOCATED ABOUT 6.5 MI (10.5 KM) WEST-SOUTHWEST OF BINGHAM
 DO7189'LAKE, 3.1 MI (5.0 KM) NORTHEAST OF WILDER AND 2.5 MI (4.0 KM) WEST OF
 DO7189'WINDOM.
 DO7189'
 DO7189'THE ROD MARK IS 2.3 MI (3.7 KM) WEST ALONG TRUNK HIGHWAY 62 FROM THE
 DO7189'JUNCTION OF TRUNK HIGHWAY 62 AND TRUNK HIGHWAY 60/TRUNK HIGHWAY 71 IN
 DO7189'WINDOM, AT TRUNK HIGHWAY 62 MILE POINT 21.7.
 DO7189'
 DO7189'THE ROD MARK IS FOUND 63.3 FT (19.3 M) NORTH OF TRUNK HIGHWAY 62, 16.0
 DO7189'FT (4.9 M) WEST OF A FIELD ENTRANCE AND 1.5 FT (0.5 M) EAST OF A
 DO7189'WITNESS POST.
 DO7189
 DO7189                          STATION RECOVERY (2016)
 DO7189
 DO7189'RECOVERY NOTE BY MN DEPT OF TRANSP 2016 (WJN)
 DO7189'RECOVERED IN GOOD CONDITION.
 DO7189
 DO7189                          STATION RECOVERY (2019)
 DO7189
 DO7189'RECOVERY NOTE BY MN DEPT OF TRANSP 2019 (MPP)
 DO7189'2.5 MI (4.0 KM) WEST OF WINDOM, 2.3 MI (3.7 KM) WEST ALONG TRUNK
 DO7189'HIGHWAY 62 FROM THE JUNCTION OF TRUNK HIGHWAY 62 AND TRUNK HIGHWAY
 DO7189'60/TRUNK HIGHWAY 71 IN WINDOM, AT TRUNK HIGHWAY 62 MILE POINT 21.7,
 DO7189'63.3 FT (19.3 M) NORTH OF TRUNK HIGHWAY 62, 16.0 FT (4.9 M) WEST OF A
 DO7189'FIELD ENTRANCE, 1.5 FT (0.5 M) EAST OF A WITNESS POST.
 DO7189
 DO7189                          STATION RECOVERY (2023)
 DO7189
 DO7189'RECOVERY NOTE BY MN DEPT OF TRANSP 2023 (TJD)
 DO7189'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DO7205 ***********************************************************************
 DO7205  DESIGNATION -  1704 AK
 DO7205  PID         -  DO7205
 DO7205  STATE/COUNTY-  MN/COTTONWOOD
 DO7205  COUNTRY     -  US
 DO7205  USGS QUAD   -  HERON LAKE (2019)
 DO7205
 DO7205                         *CURRENT SURVEY CONTROL
 DO7205  ______________________________________________________________________
 DO7205* NAD 83(1986) POSITION- 43 51 44.50   (N) 095 22 07.60   (W)   HD_HELD1
 DO7205* NAVD 88 ORTHO HEIGHT -   428.108 (meters)     1404.55  (feet) ADJUSTED
 DO7205  ______________________________________________________________________
 DO7205  GEOID HEIGHT    -        -27.054 (meters)                     GEOID18
 DO7205  DYNAMIC HEIGHT  -        428.013 (meters)     1404.24  (feet) COMP
 DO7205  MODELED GRAVITY -    980,386.1   (mgal)                       NAVD 88
 DO7205
 DO7205  VERT ORDER      -  SECOND    CLASS I
 DO7205
 DO7205.The horizontal coordinates were determined by differentially corrected
 DO7205.hand held GPS observations or other comparable positioning techniques
 DO7205.and have an estimated accuracy of +/- 3 meters.
 DO7205
 DO7205.The orthometric height was determined by differential leveling and
 DO7205.adjusted by the NATIONAL GEODETIC SURVEY
 DO7205.in October 2013.
 DO7205
 DO7205.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO7205.GEOID18 height accuracy estimate available here.
 DO7205
 DO7205.Click photographs - Photos may exist for this station.
 DO7205
 DO7205.The dynamic height is computed by dividing the NAVD 88
 DO7205.geopotential number by the normal gravity value computed on the
 DO7205.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO7205.degrees latitude (g = 980.6199 gals.).
 DO7205
 DO7205.The modeled gravity was interpolated from observed gravity values.
 DO7205
 DO7205;                    North         East    Units  Estimated Accuracy
 DO7205;SPC MN S     -   196,740.5     689,969.0     MT  (+/- 3 meters HH1 GPS) 
 DO7205
 DO7205_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUJ0964459313(NAD 83)
 DO7205
 DO7205                          SUPERSEDED SURVEY CONTROL
 DO7205
 DO7205.No superseded survey control is available for this station.
 DO7205
 DO7205_MARKER: DB = BENCH MARK DISK
 DO7205_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DO7205_SP_SET: ABUTMENT
 DO7205_STAMPING: 1704 AK 2011
 DO7205_MARK LOGO: MNDT
 DO7205_MAGNETIC: N = NO MAGNETIC MATERIAL
 DO7205_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DO7205_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DO7205+SATELLITE: SATELLITE OBSERVATIONS - May 18, 2011
 DO7205
 DO7205  HISTORY     - Date     Condition        Report By
 DO7205  HISTORY     - 20110525 MONUMENTED       MNDT
 DO7205  HISTORY     - 20110518 GOOD             MNDT
 DO7205
 DO7205                          STATION DESCRIPTION
 DO7205
 DO7205'DESCRIBED BY MN DEPT OF TRANSP 2011 (KMS)
 DO7205'THE MARK IS 13.0 MI (20.9 KM) WEST OF WINDOM, IN ABUTMENT IN SOUTHEAST
 DO7205'CORNER OF TRUNK HIGHWAY 62 BRIDGE NUMBER 17005 OVER DES MOINES RIVER,
 DO7205'12.8 MI (20.6 KM) WEST ALONG TRUNK HIGHWAY 62 FROM THE JUNCTION OF
 DO7205'TRUNK HIGHWAY 62 AND TRUNK HIGHWAY 60/71 IN WINDOM, AT TRUNK HIGHWAY
 DO7205'62 MILE POINT 11.3, 26 FT (7.9 M) SOUTH OF TRUNK HIGHWAY 62, NO
 DO7205'WITNESS POST SET.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DO7200 ***********************************************************************
 DO7200  DESIGNATION -  1704 AL
 DO7200  PID         -  DO7200
 DO7200  STATE/COUNTY-  MN/COTTONWOOD
 DO7200  COUNTRY     -  US
 DO7200  USGS QUAD   -  HERON LAKE (2019)
 DO7200
 DO7200                         *CURRENT SURVEY CONTROL
 DO7200  ______________________________________________________________________
 DO7200* NAD 83(1986) POSITION- 43 51 45.00   (N) 095 18 54.40   (W)   HD_HELD1
 DO7200* NAVD 88 ORTHO HEIGHT -   424.884 (meters)     1393.97  (feet) ADJUSTED
 DO7200  ______________________________________________________________________
 DO7200  GEOID HEIGHT    -        -27.094 (meters)                     GEOID18
 DO7200  DYNAMIC HEIGHT  -        424.795 (meters)     1393.68  (feet) COMP
 DO7200  MODELED GRAVITY -    980,395.7   (mgal)                       NAVD 88
 DO7200
 DO7200  VERT ORDER      -  SECOND    CLASS I
 DO7200
 DO7200.The horizontal coordinates were determined by differentially corrected
 DO7200.hand held GPS observations or other comparable positioning techniques
 DO7200.and have an estimated accuracy of +/- 3 meters.
 DO7200
 DO7200.The orthometric height was determined by differential leveling and
 DO7200.adjusted by the NATIONAL GEODETIC SURVEY
 DO7200.in October 2013.
 DO7200
 DO7200.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO7200.GEOID18 height accuracy estimate available here.
 DO7200
 DO7200.Click photographs - Photos may exist for this station.
 DO7200
 DO7200.The dynamic height is computed by dividing the NAVD 88
 DO7200.geopotential number by the normal gravity value computed on the
 DO7200.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO7200.degrees latitude (g = 980.6199 gals.).
 DO7200
 DO7200.The modeled gravity was interpolated from observed gravity values.
 DO7200
 DO7200;                    North         East    Units  Estimated Accuracy
 DO7200;SPC MN S     -   196,685.1     694,282.9     MT  (+/- 3 meters HH1 GPS) 
 DO7200
 DO7200_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUJ1395759206(NAD 83)
 DO7200
 DO7200                          SUPERSEDED SURVEY CONTROL
 DO7200
 DO7200.No superseded survey control is available for this station.
 DO7200
 DO7200_MARKER: DB = BENCH MARK DISK
 DO7200_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DO7200_SP_SET: ABUTMENT
 DO7200_STAMPING: 1704 AL 2011
 DO7200_MARK LOGO: MNDT
 DO7200_MAGNETIC: N = NO MAGNETIC MATERIAL
 DO7200_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DO7200_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DO7200+SATELLITE: SATELLITE OBSERVATIONS - May 18, 2011
 DO7200
 DO7200  HISTORY     - Date     Condition        Report By
 DO7200  HISTORY     - 20110525 MONUMENTED       MNDT
 DO7200  HISTORY     - 20110518 GOOD             MNDT
 DO7200
 DO7200                          STATION DESCRIPTION
 DO7200
 DO7200'DESCRIBED BY MN DEPT OF TRANSP 2011 (KMS)
 DO7200'THE MARK IS 10.0 MI (16.1 KM) WEST OF WINDOM, IN ABUTMENT IN SOUTHEAST
 DO7200'CORNER OF TRUNK HIGHWAY 62 BRIDGE NUMBER 17004 OVER DES MOINEES RIVER,
 DO7200'10.2 MI (16.4 KM) WEST ALONG TRUNK HIGHWAY 62 FROM THE JUNCTION OF
 DO7200'TRUNK HIGHWAY 62 AND TRUNK HIGHWAY 60/TRUNK HIGHWAY 71 IN WINDOM, AT
 DO7200'TRUNK HIGHWAY 62 MILE POINT 14.0, 26.0 FT (7.9 M) SOUTH OF TRUNK
 DO7200'HIGHWAY 62, NO WITNESS POST SET.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DO7196 ***********************************************************************
 DO7196  DESIGNATION -  1704 AM
 DO7196  PID         -  DO7196
 DO7196  STATE/COUNTY-  MN/COTTONWOOD
 DO7196  COUNTRY     -  US
 DO7196  USGS QUAD   -  HERON LAKE (2019)
 DO7196
 DO7196                         *CURRENT SURVEY CONTROL
 DO7196  ______________________________________________________________________
 DO7196* NAD 83(1986) POSITION- 43 51 45.20   (N) 095 16 33.20   (W)   HD_HELD1
 DO7196* NAVD 88 ORTHO HEIGHT -   430.263 (meters)     1411.62  (feet) ADJUSTED
 DO7196  ______________________________________________________________________
 DO7196  GEOID HEIGHT    -        -27.133 (meters)                     GEOID18
 DO7196  DYNAMIC HEIGHT  -        430.172 (meters)     1411.32  (feet) COMP
 DO7196  MODELED GRAVITY -    980,394.4   (mgal)                       NAVD 88
 DO7196
 DO7196  VERT ORDER      -  SECOND    CLASS I
 DO7196
 DO7196.The horizontal coordinates were determined by differentially corrected
 DO7196.hand held GPS observations or other comparable positioning techniques
 DO7196.and have an estimated accuracy of +/- 3 meters.
 DO7196
 DO7196.The orthometric height was determined by differential leveling and
 DO7196.adjusted by the NATIONAL GEODETIC SURVEY
 DO7196.in October 2013.
 DO7196
 DO7196.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO7196.GEOID18 height accuracy estimate available here.
 DO7196
 DO7196.Click photographs - Photos may exist for this station.
 DO7196
 DO7196.The dynamic height is computed by dividing the NAVD 88
 DO7196.geopotential number by the normal gravity value computed on the
 DO7196.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO7196.degrees latitude (g = 980.6199 gals.).
 DO7196
 DO7196.The modeled gravity was interpolated from observed gravity values.
 DO7196
 DO7196;                    North         East    Units  Estimated Accuracy
 DO7196;SPC MN S     -   196,641.3     697,435.7     MT  (+/- 3 meters HH1 GPS) 
 DO7196
 DO7196_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUJ1710959125(NAD 83)
 DO7196
 DO7196                          SUPERSEDED SURVEY CONTROL
 DO7196
 DO7196.No superseded survey control is available for this station.
 DO7196
 DO7196_MARKER: DB = BENCH MARK DISK
 DO7196_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DO7196_SP_SET: ABUTMENT
 DO7196_STAMPING: 1704 AM 2011
 DO7196_MARK LOGO: MNDT
 DO7196_MAGNETIC: N = NO MAGNETIC MATERIAL
 DO7196_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DO7196_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DO7196+SATELLITE: SATELLITE OBSERVATIONS - May 18, 2011
 DO7196
 DO7196  HISTORY     - Date     Condition        Report By
 DO7196  HISTORY     - 20110525 MONUMENTED       MNDT
 DO7196  HISTORY     - 20110518 GOOD             MNDT
 DO7196
 DO7196                          STATION DESCRIPTION
 DO7196
 DO7196'DESCRIBED BY MN DEPT OF TRANSP 2011 (KMS)
 DO7196'THE MARK IS 8.0 MI (12.9 KM) WEST OF WINDOM, IN ABUTMENT OF BRIDGE
 DO7196'NUMBER 17003, 8.05 MI (13.0 KM) WEST ALONG TRUNK HIGHWAY 62 FROM THE
 DO7196'JUNCTION OF TRUNK HIGHWAY 62 AND TRUNK HIGHWAY 60/TRUNK HIGHWAY 71 IN
 DO7196'WINDOM, AT TRUNK HIGHWAY 62 MILE POINT 15.95, 26.5 FT (8.1 M) SOUTH OF
 DO7196'TRUNK HIGHWAY 62, NO WITNESS POST SET.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DQ6861 ***********************************************************************
 DQ6861  DESIGNATION -  1704 AN
 DQ6861  PID         -  DQ6861
 DQ6861  STATE/COUNTY-  MN/COTTONWOOD
 DQ6861  COUNTRY     -  US
 DQ6861  USGS QUAD   -  WINDOM (2019)
 DQ6861
 DQ6861                         *CURRENT SURVEY CONTROL
 DQ6861  ______________________________________________________________________
 DQ6861* NAD 83(1986) POSITION- 43 51 44.92   (N) 095 07 12.17   (W)   HD_HELD1
 DQ6861* NAVD 88 ORTHO HEIGHT -   413.394 (meters)     1356.28  (feet) ADJUSTED
 DQ6861  ______________________________________________________________________
 DQ6861  GEOID HEIGHT    -        -27.317 (meters)                     GEOID18
 DQ6861  DYNAMIC HEIGHT  -        413.305 (meters)     1355.98  (feet) COMP
 DQ6861  MODELED GRAVITY -    980,390.3   (mgal)                       NAVD 88
 DQ6861
 DQ6861  VERT ORDER      -  SECOND    CLASS I
 DQ6861
 DQ6861.The horizontal coordinates were determined by differentially corrected
 DQ6861.hand held GPS observations or other comparable positioning techniques
 DQ6861.and have an estimated accuracy of +/- 3 meters.
 DQ6861
 DQ6861.The orthometric height was determined by differential leveling and
 DQ6861.adjusted by the NATIONAL GEODETIC SURVEY
 DQ6861.in May 2019.
 DQ6861
 DQ6861.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ6861.GEOID18 height accuracy estimate available here.
 DQ6861
 DQ6861.Click photographs - Photos may exist for this station.
 DQ6861
 DQ6861.The dynamic height is computed by dividing the NAVD 88
 DQ6861.geopotential number by the normal gravity value computed on the
 DQ6861.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ6861.degrees latitude (g = 980.6199 gals.).
 DQ6861
 DQ6861.The modeled gravity was interpolated from observed gravity values.
 DQ6861
 DQ6861;                    North         East    Units  Estimated Accuracy
 DQ6861;SPC MN S     -   196,449.1     709,962.3     MT  (+/- 3 meters HH1 GPS) 
 DQ6861
 DQ6861_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUJ2963358783(NAD 83)
 DQ6861
 DQ6861                          SUPERSEDED SURVEY CONTROL
 DQ6861
 DQ6861.No superseded survey control is available for this station.
 DQ6861
 DQ6861_MARKER: I = METAL ROD
 DQ6861_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DQ6861_STAMPING: 1704 AN 2016
 DQ6861_MARK LOGO: MNDT
 DQ6861_PROJECTION: RECESSED 15 CENTIMETERS
 DQ6861_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DQ6861_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ6861_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ6861+SATELLITE: SATELLITE OBSERVATIONS - September 11, 2023
 DQ6861_ROD/PIPE-DEPTH: 13.7 meters
 DQ6861
 DQ6861  HISTORY     - Date     Condition        Report By
 DQ6861  HISTORY     - 20160718 MONUMENTED       MNDT
 DQ6861  HISTORY     - 20230911 GOOD             MNDT
 DQ6861
 DQ6861                          STATION DESCRIPTION
 DQ6861
 DQ6861'DESCRIBED BY MN DEPT OF TRANSP 2016
 DQ6861'THE STATION IS LOCATED ABOUT 4.8 MI (7.7 KM) SOUTHWEST OF BINGHAM
 DQ6861'LAKE, 4.6 MI (7.4 KM) EAST-NORTHEAST OF WILDER AND IN THE TOWN OF
 DQ6861'WINDOM, MN.
 DQ6861'
 DQ6861'TO REACH THE MARK GO 0.25 MI (0.40 KM) WEST ALONG TRUNK HIGHWAY 62
 DQ6861'FROM THE JUNCTION OF TRUNK HIGHWAY 62 AND TRUNK HIGHWAY 60/TRUNK
 DQ6861'HIGHWAY 71 IN WINDOM, AT TRUNK HIGHWAY 62 MILE POINT 23.75.
 DQ6861'
 DQ6861'THE MARK IS LOCATED 34.8 FT (10.6 M) NORTH OF TRUNK HIGHWAY 62, 138.5
 DQ6861'FT (42.2 M) EAST OF SIXTH AVENUE EXTENDED, 70.7 FT (21.5 M)
 DQ6861'WEST-NORTHWEST OF THE NORTHWEST CORNER OF BRIDGE, 1.5 FT (0.5 M) SOUTH
 DQ6861'OF A WITNESS POST.
 DQ6861'
 DQ6861'NOTE-THE STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM ROD
 DQ6861'DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION REMOVABLE DISK
 DQ6861'SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH PVC
 DQ6861'PIPE BACK FILLED WITH WASHED SAND.
 DQ6861
 DQ6861                          STATION RECOVERY (2023)
 DQ6861
 DQ6861'RECOVERY NOTE BY MN DEPT OF TRANSP 2023 (TJD)
 DQ6861'IN WINDOM, 0.25 MI (0.40 KM) WEST ALONG TRUNK HIGHWAY 62 FROM THE
 DQ6861'JUNCTION OF TRUNK HIGHWAY 62 AND TRUNK HIGHWAY 60/TRUNK HIGHWAY 71 IN
 DQ6861'WINDOM, AT TRUNK HIGHWAY 62 MILE POINT 23.75, 34.8 FT (10.6 M) NORTH
 DQ6861'OF TRUNK HIGHWAY 62, 138.5 FT (42.2 M) EAST OF SIXTH AVENUE EXTENDED,
 DQ6861'70.7 FT (21.5 M) WEST-NORTHWEST OF THE NORTHWEST CORNER OF A BRIDGE,
 DQ6861'1.5 FT (0.5 M) SOUTH OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 OP0378 ***********************************************************************
 OP0378  DESIGNATION -  1705 A 1
 OP0378  PID         -  OP0378
 OP0378  STATE/COUNTY-  MN/COTTONWOOD
 OP0378  COUNTRY     -  US
 OP0378  USGS QUAD   -  WINDOM (2019)
 OP0378
 OP0378                         *CURRENT SURVEY CONTROL
 OP0378  ______________________________________________________________________
 OP0378* NAD 83(1986) POSITION- 43 51 21.71   (N) 095 06 08.17   (W)   HD_HELD1
 OP0378* NAVD 88 ORTHO HEIGHT -   423.732 (meters)     1390.19  (feet) ADJUSTED
 OP0378  ______________________________________________________________________
 OP0378  GEOID HEIGHT    -        -27.340 (meters)                     GEOID18
 OP0378  DYNAMIC HEIGHT  -        423.640 (meters)     1389.89  (feet) COMP
 OP0378  MODELED GRAVITY -    980,390.3   (mgal)                       NAVD 88
 OP0378
 OP0378  VERT ORDER      -  SECOND    CLASS I
 OP0378
 OP0378.The horizontal coordinates were determined by differentially corrected
 OP0378.hand held GPS observations or other comparable positioning techniques
 OP0378.and have an estimated accuracy of +/- 3 meters.
 OP0378
 OP0378.The orthometric height was determined by differential leveling and
 OP0378.adjusted by the NATIONAL GEODETIC SURVEY
 OP0378.in May 2019.
 OP0378
 OP0378.Significant digits in the geoid height do not necessarily reflect accuracy.
 OP0378.GEOID18 height accuracy estimate available here.
 OP0378
 OP0378.Click photographs - Photos may exist for this station.
 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     -   195,713.4     711,381.7     MT  (+/- 3 meters HH1 GPS) 
 OP0378
 OP0378_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUJ3104358030(NAD 83)
 OP0378
 OP0378                          SUPERSEDED SURVEY CONTROL
 OP0378
 OP0378  NAVD 88 (06/15/91)  423.733  (m)         1390.20   (f) SUPERSEDED  2 0
 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
 OP0378.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OP0378.See file dsdata.pdf to determine how the superseded data were derived.
 OP0378
 OP0378_MARKER: DB = BENCH MARK DISK
 OP0378_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 OP0378_STAMPING: 1705 A 1 1972
 OP0378_MARK LOGO: MNHD
 OP0378_PROJECTION: RECESSED 8 CENTIMETERS
 OP0378_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 OP0378_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OP0378_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 OP0378+SATELLITE: SATELLITE OBSERVATIONS - September 06, 2023
 OP0378
 OP0378  HISTORY     - Date     Condition        Report By
 OP0378  HISTORY     - 1972     MONUMENTED       MNHD
 OP0378  HISTORY     - 19810401 GOOD             MNDT
 OP0378  HISTORY     - 20160609 GOOD             MNDT
 OP0378  HISTORY     - 20230906 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.
 OP0378
 OP0378                          STATION RECOVERY (2016)
 OP0378
 OP0378'RECOVERY NOTE BY MN DEPT OF TRANSP 2016 (MAS)
 OP0378'RECOVERED AS DESCRIBED.
 OP0378
 OP0378                          STATION RECOVERY (2023)
 OP0378
 OP0378'RECOVERY NOTE BY MN DEPT OF TRANSP 2023 (TJD)
 OP0378'IN WINDOM, 0.6 MI (1.0 KM) NORTH ALONG COUNTY ROAD 26 FROM THE
 OP0378'JUNCTION OF COUNTY ROAD 26 AND TRUNK HIGHWAY 71, THEN 0.05 MI (0.08
 OP0378'KM) WEST ON THE NORTH CEMETERY ENTRANCE, 168.5 FT (51.4 M) SOUTH OF
 OP0378'THE SOUTHEAST CORNER OF A BRICK BUILDING, 24.2 FT (7.4 M) EAST OF A
 OP0378'FENCE CORNER, 0.5 FT (15 CM) WEST OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 OP0375 ***********************************************************************
 OP0375  DESIGNATION -  1705 B
 OP0375  PID         -  OP0375
 OP0375  STATE/COUNTY-  MN/COTTONWOOD
 OP0375  COUNTRY     -  US
 OP0375  USGS QUAD   -  WINDOM (2019)
 OP0375
 OP0375                         *CURRENT SURVEY CONTROL
 OP0375  ______________________________________________________________________
 OP0375* NAD 83(1986) POSITION- 43 51 11.85   (N) 095 06 51.65   (W)   HD_HELD1
 OP0375* NAVD 88 ORTHO HEIGHT -   419.409 (meters)     1376.01  (feet) ADJUSTED
 OP0375  ______________________________________________________________________
 OP0375  GEOID HEIGHT    -        -27.326 (meters)                     GEOID18
 OP0375  DYNAMIC HEIGHT  -        419.318 (meters)     1375.71  (feet) COMP
 OP0375  MODELED GRAVITY -    980,389.6   (mgal)                       NAVD 88
 OP0375
 OP0375  VERT ORDER      -  SECOND    CLASS I
 OP0375
 OP0375.The horizontal coordinates were determined by differentially corrected
 OP0375.hand held GPS observations or other comparable positioning techniques
 OP0375.and have an estimated accuracy of +/- 3 meters.
 OP0375
 OP0375.The orthometric height was determined by differential leveling and
 OP0375.adjusted by the NATIONAL GEODETIC SURVEY
 OP0375.in October 2013.
 OP0375
 OP0375.No vertical observational check was made to the station.
 OP0375
 OP0375.Significant digits in the geoid height do not necessarily reflect accuracy.
 OP0375.GEOID18 height accuracy estimate available here.
 OP0375
 OP0375.Click photographs - Photos may exist for this station.
 OP0375
 OP0375.The dynamic height is computed by dividing the NAVD 88
 OP0375.geopotential number by the normal gravity value computed on the
 OP0375.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OP0375.degrees latitude (g = 980.6199 gals.).
 OP0375
 OP0375.The modeled gravity was interpolated from observed gravity values.
 OP0375
 OP0375;                    North         East    Units  Estimated Accuracy
 OP0375;SPC MN S     -   195,422.3     710,406.6     MT  (+/- 3 meters HH1 GPS) 
 OP0375
 OP0375_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUJ3006557751(NAD 83)
 OP0375
 OP0375                          SUPERSEDED SURVEY CONTROL
 OP0375
 OP0375  NAVD 88 (06/15/91)  419.409  (m)         1376.01   (f) SUPERSEDED  2 0
 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
 OP0375.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OP0375.See file dsdata.pdf to determine how the superseded data were derived.
 OP0375
 OP0375_MARKER: DB = BENCH MARK DISK
 OP0375_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 OP0375_SP_SET: BRIDGE RAILING
 OP0375_STAMPING: 1705 B 1972
 OP0375_MARK LOGO: MNHD
 OP0375_MAGNETIC: N = NO MAGNETIC MATERIAL
 OP0375_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OP0375_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 OP0375+SATELLITE: SATELLITE OBSERVATIONS - May 17, 2011
 OP0375
 OP0375  HISTORY     - Date     Condition        Report By
 OP0375  HISTORY     - 19720401 MONUMENTED       MNHD
 OP0375  HISTORY     - 19810401 GOOD             MNDT
 OP0375  HISTORY     - 20100629 GOOD             MNDT
 OP0375  HISTORY     - 20110517 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.
 OP0375
 OP0375                          STATION RECOVERY (2010)
 OP0375
 OP0375'RECOVERY NOTE BY MN DEPT OF TRANSP 2010 (KMS)
 OP0375'THE MARK IS IN WINDOM.
 OP0375'
 OP0375'TO REACH THE MARK GO 0.1 MI (0.2 KM) SOUTHEAST ALONG TRUNK HIGHWAY 71
 OP0375'FROM THE SOUTH JUNCTION OF TRUNK HIGHWAY 71 AND TRUNK HIGHWAY 60, THE
 OP0375'TRUNK HIGHWAY MILE POINT 27.45, IN SOUTH END OF RAILING AT SOUTHEAST
 OP0375'CORNER OF RAILROAD BRIDGE OVER TRUNK HIGHWAY 71.
 OP0375'
 OP0375'IT IS 9.3 FT (2.8 M) EAST OF EAST RAIL OF RAILROAD, 0.8 FT (24 CM)
 OP0375'NORTH OF SOUTH END OF RAILING.
 OP0375
 OP0375                          STATION RECOVERY (2011)
 OP0375
 OP0375'RECOVERY NOTE BY MN DEPT OF TRANSP 2011 (KMS)
 OP0375'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DO7185 ***********************************************************************
 DO7185  DESIGNATION -  1705 C
 DO7185  PID         -  DO7185
 DO7185  STATE/COUNTY-  MN/COTTONWOOD
 DO7185  COUNTRY     -  US
 DO7185  USGS QUAD   -  WINDOM (2019)
 DO7185
 DO7185                         *CURRENT SURVEY CONTROL
 DO7185  ______________________________________________________________________
 DO7185* NAD 83(2011) POSITION- 43 51 14.70658(N) 095 06 55.68011(W)   ADJUSTED
 DO7185* NAD 83(2011) ELLIP HT-   388.972 (meters)        (02/11/14)   ADJUSTED
 DO7185* NAD 83(2011) EPOCH   -  2010.00
 DO7185* NAVD 88 ORTHO HEIGHT -   416.303 (meters)     1365.82  (feet) ADJUSTED
 DO7185  ______________________________________________________________________
 DO7185  GEOID HEIGHT    -        -27.324 (meters)                     GEOID18
 DO7185  NAD 83(2011) X  -   -410,775.105 (meters)                     COMP
 DO7185  NAD 83(2011) Y  - -4,588,654.735 (meters)                     COMP
 DO7185  NAD 83(2011) Z  -  4,396,684.321 (meters)                     COMP
 DO7185  LAPLACE CORR    -         -3.06  (seconds)                    DEFLEC18
 DO7185  DYNAMIC HEIGHT  -        416.213 (meters)     1365.53  (feet) COMP
 DO7185  MODELED GRAVITY -    980,389.6   (mgal)                       NAVD 88
 DO7185
 DO7185  VERT ORDER      -  SECOND    CLASS I
 DO7185
 DO7185  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DO7185  Standards:
 DO7185         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DO7185            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DO7185  -------------------------------------------------------------------
 DO7185  NETWORK    0.56   0.98           0.25   0.20   0.50     -0.08903520
 DO7185  -------------------------------------------------------------------
 DO7185  Click here for local accuracies and other accuracy information.
 DO7185
 DO7185.The horizontal coordinates were established by GPS observations
 DO7185.and adjusted by the MN DEPT OF TRANSP in February 2014.
 DO7185
 DO7185.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DO7185.been affixed to the stable North American tectonic plate. See 
 DO7185.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DO7185
 DO7185.The horizontal coordinates are valid at the epoch date displayed above
 DO7185.which is a decimal equivalence of Year/Month/Day.
 DO7185
 DO7185.The orthometric height was determined by differential leveling and
 DO7185.adjusted by the NATIONAL GEODETIC SURVEY
 DO7185.in May 2019.
 DO7185
 DO7185.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO7185.GEOID18 height accuracy estimate available here.
 DO7185
 DO7185.Click photographs - Photos may exist for this station.
 DO7185
 DO7185.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DO7185
 DO7185.The Laplace correction was computed from DEFLEC18 derived deflections.
 DO7185
 DO7185.The ellipsoidal height was determined by GPS observations
 DO7185.and is referenced to NAD 83.
 DO7185
 DO7185.The dynamic height is computed by dividing the NAVD 88
 DO7185.geopotential number by the normal gravity value computed on the
 DO7185.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO7185.degrees latitude (g = 980.6199 gals.).
 DO7185
 DO7185.The modeled gravity was interpolated from observed gravity values.
 DO7185
 DO7185. The following values were computed from the NAD 83(2011) position.
 DO7185
 DO7185;                    North         East     Units Scale Factor Converg.
 DO7185;SPC MN S     -   195,511.671   710,317.782   MT  0.99998542   -0 46 54.7
 DO7185;SPC MN S     -   641,441.21  2,330,434.26   sFT  0.99998542   -0 46 54.7
 DO7185;UTM  15      - 4,857,841.732   329,977.621   MT  0.99995556   -1 27 57.6
 DO7185
 DO7185!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DO7185!SPC MN S     -   0.99993901  x   0.99998542  =   0.99992443
 DO7185!UTM  15      -   0.99993901  x   0.99995556  =   0.99989457
 DO7185
 DO7185:                Primary Azimuth Mark                     Grid Az
 DO7185:SPC MN S     -  1705 D                                   003 47 32.9
 DO7185:UTM  15      -  1705 D                                   004 28 35.8
 DO7185
 DO7185_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUJ2997757841(NAD 83)
 DO7185
 DO7185|---------------------------------------------------------------------|
 DO7185| PID    Reference Object                     Distance      Geod. Az  |
 DO7185|                                                           dddmmss.s |
 DO7185| DO7186 1705 D                              APPROX. 0.9 KM 0030038.2 |
 DO7185|---------------------------------------------------------------------|
 DO7185
 DO7185                          SUPERSEDED SURVEY CONTROL
 DO7185
 DO7185  NAVD 88 (10/22/13)  416.304  (m)         1365.82   (f) SUPERSEDED  2 1
 DO7185
 DO7185.Superseded values are not recommended for survey control.
 DO7185
 DO7185.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DO7185.See file dsdata.pdf to determine how the superseded data were derived.
 DO7185
 DO7185_MARKER: I = METAL ROD
 DO7185_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DO7185_STAMPING: 1705 C 2011
 DO7185_MARK LOGO: MNDT
 DO7185_PROJECTION: FLUSH
 DO7185_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DO7185_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DO7185_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DO7185+SATELLITE: SATELLITE OBSERVATIONS - September 06, 2023
 DO7185_ROD/PIPE-DEPTH: 3.0 meters
 DO7185
 DO7185  HISTORY     - Date     Condition        Report By
 DO7185  HISTORY     - 20110607 MONUMENTED       MNDT
 DO7185  HISTORY     - 20160609 GOOD             MNDT
 DO7185  HISTORY     - 20160620 GOOD             MNDT
 DO7185  HISTORY     - 20210427 GOOD             MNDT
 DO7185  HISTORY     - 20230719 GOOD             MNDT
 DO7185  HISTORY     - 20230906 GOOD             MNDT
 DO7185
 DO7185                          STATION DESCRIPTION
 DO7185
 DO7185'DESCRIBED BY MN DEPT OF TRANSP 2011 (SAM)
 DO7185'THE ROD MARK IS LOCATED ABOUT 5.0 MI (8.0 KM) SOUTHWEST OF BINGHAM
 DO7185'LAKE, 4.5 MI (7.2 KM) EAST-NORTHEAST OF WILDER AND IN WINDOM, MN.
 DO7185'
 DO7185'THE ROD MARK IS IN WINDOM, AT THE SOUTH JUNCTION OF TRUNK HIGHWAY 60
 DO7185'AND TRUNK HIGHWAY 71, AT TRUNK HIGHWAY 60 MILE POINT 40.1.
 DO7185'
 DO7185'THE ROD MARK IS FOUND 104.3 FT (31.8 M) EAST OF TRUNK HIGHWAY 60
 DO7185'NORTHBOUND, 132.1 FT (40.3 M) SOUTHWEST OF TRUNK HIGHWAY 71, 3.4 FT
 DO7185'(1.0 M) WEST OF A FENCE CORNER POST AND 2.7 FT (0.8 M) WEST OF A
 DO7185'WITNESS POST.
 DO7185
 DO7185                          STATION RECOVERY (2016)
 DO7185
 DO7185'RECOVERY NOTE BY MN DEPT OF TRANSP 2016 (MAS)
 DO7185'RECOVERED AS DESCRIBED.
 DO7185'
 DO7185'NOTE-THE STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM ROD
 DO7185'DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION REMOVABLE DISK
 DO7185'SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH PVC
 DO7185'PIPE BACK FILLED WITH WASHED SAND.
 DO7185
 DO7185                          STATION RECOVERY (2016)
 DO7185
 DO7185'RECOVERY NOTE BY MN DEPT OF TRANSP 2016 (MAS)
 DO7185'RECOVERED AS DESCRIBED.
 DO7185'
 DO7185'NOTE-THE STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM ROD
 DO7185'DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION REMOVABLE DISK
 DO7185'SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH PVC
 DO7185'PIPE BACK FILLED WITH WASHED SAND.
 DO7185
 DO7185                          STATION RECOVERY (2021)
 DO7185
 DO7185'RECOVERY NOTE BY MN DEPT OF TRANSP 2021 (KMS)
 DO7185'RECOVERED IN GOOD CONDITION.
 DO7185
 DO7185                          STATION RECOVERY (2023)
 DO7185
 DO7185'RECOVERY NOTE BY MN DEPT OF TRANSP 2023 (JXA)
 DO7185'RECOVERED AS DESCRIBED.
 DO7185
 DO7185                          STATION RECOVERY (2023)
 DO7185
 DO7185'RECOVERY NOTE BY MN DEPT OF TRANSP 2023 (TJD)
 DO7185'IN WINDOM, AT THE SOUTH JUNCTION OF TRUNK HIGHWAY 60 AND TRUNK HIGHWAY
 DO7185'71, AT TRUNK HIGHWAY 60 MILE POINT 40.1, 132.1 FT (40.3 M) SOUTHWEST
 DO7185'OF TRUNK HIGHWAY 71, 104.3 FT (31.8 M) EAST OF NORTHBOUND TRUNK
 DO7185'HIGHWAY 60, 3.4 FT (1.0 M) WEST OF A FENCE CORNER POST, 2.7 FT (0.8 M)
 DO7185'WEST OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DO7186 ***********************************************************************
 DO7186  DESIGNATION -  1705 D
 DO7186  PID         -  DO7186
 DO7186  STATE/COUNTY-  MN/COTTONWOOD
 DO7186  COUNTRY     -  US
 DO7186  USGS QUAD   -  WINDOM (2019)
 DO7186
 DO7186                         *CURRENT SURVEY CONTROL
 DO7186  ______________________________________________________________________
 DO7186* NAD 83(2011) POSITION- 43 51 43.01687(N) 095 06 53.62226(W)   ADJUSTED
 DO7186* NAD 83(2011) ELLIP HT-   384.490 (meters)        (02/11/14)   ADJUSTED
 DO7186* NAD 83(2011) EPOCH   -  2010.00
 DO7186* NAVD 88 ORTHO HEIGHT -   411.820 (meters)     1351.11  (feet) ADJUSTED
 DO7186  ______________________________________________________________________
 DO7186  GEOID HEIGHT    -        -27.324 (meters)                     GEOID18
 DO7186  NAD 83(2011) X  -   -410,675.060 (meters)                     COMP
 DO7186  NAD 83(2011) Y  - -4,588,052.582 (meters)                     COMP
 DO7186  NAD 83(2011) Z  -  4,397,311.287 (meters)                     COMP
 DO7186  LAPLACE CORR    -         -2.93  (seconds)                    DEFLEC18
 DO7186  DYNAMIC HEIGHT  -        411.731 (meters)     1350.82  (feet) COMP
 DO7186  MODELED GRAVITY -    980,390.3   (mgal)                       NAVD 88
 DO7186
 DO7186  VERT ORDER      -  SECOND    CLASS I
 DO7186
 DO7186  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DO7186  Standards:
 DO7186         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DO7186            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DO7186  -------------------------------------------------------------------
 DO7186  NETWORK    1.07   1.45           0.50   0.35   0.74      0.02621295
 DO7186  -------------------------------------------------------------------
 DO7186  Click here for local accuracies and other accuracy information.
 DO7186
 DO7186.The horizontal coordinates were established by GPS observations
 DO7186.and adjusted by the MN DEPT OF TRANSP in February 2014.
 DO7186
 DO7186.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DO7186.been affixed to the stable North American tectonic plate. See 
 DO7186.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DO7186
 DO7186.The horizontal coordinates are valid at the epoch date displayed above
 DO7186.which is a decimal equivalence of Year/Month/Day.
 DO7186
 DO7186.The orthometric height was determined by differential leveling and
 DO7186.adjusted by the NATIONAL GEODETIC SURVEY
 DO7186.in October 2013.
 DO7186
 DO7186.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO7186.GEOID18 height accuracy estimate available here.
 DO7186
 DO7186.Click photographs - Photos may exist for this station.
 DO7186
 DO7186.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DO7186
 DO7186.The Laplace correction was computed from DEFLEC18 derived deflections.
 DO7186
 DO7186.The ellipsoidal height was determined by GPS observations
 DO7186.and is referenced to NAD 83.
 DO7186
 DO7186.The dynamic height is computed by dividing the NAVD 88
 DO7186.geopotential number by the normal gravity value computed on the
 DO7186.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO7186.degrees latitude (g = 980.6199 gals.).
 DO7186
 DO7186.The modeled gravity was interpolated from observed gravity values.
 DO7186
 DO7186. The following values were computed from the NAD 83(2011) position.
 DO7186
 DO7186;                    North         East     Units Scale Factor Converg.
 DO7186;SPC MN S     -   196,384.711   710,375.654   MT  0.99998389   -0 46 53.3
 DO7186;SPC MN S     -   644,305.51  2,330,624.12   sFT  0.99998389   -0 46 53.3
 DO7186;UTM  15      - 4,858,713.993   330,045.913   MT  0.99995527   -1 27 56.9
 DO7186
 DO7186!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DO7186!SPC MN S     -   0.99993971  x   0.99998389  =   0.99992360
 DO7186!UTM  15      -   0.99993971  x   0.99995527  =   0.99989499
 DO7186
 DO7186:                Primary Azimuth Mark                     Grid Az
 DO7186:SPC MN S     -  1705 C                                   183 47 32.9
 DO7186:UTM  15      -  1705 C                                   184 28 36.5
 DO7186
 DO7186_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUJ3004558713(NAD 83)
 DO7186
 DO7186|---------------------------------------------------------------------|
 DO7186| PID    Reference Object                     Distance      Geod. Az  |
 DO7186|                                                           dddmmss.s |
 DO7186| DO7185 1705 C                              APPROX. 0.9 KM 1830039.6 |
 DO7186|---------------------------------------------------------------------|
 DO7186
 DO7186                          SUPERSEDED SURVEY CONTROL
 DO7186
 DO7186.No superseded survey control is available for this station.
 DO7186
 DO7186_MARKER: I = METAL ROD
 DO7186_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DO7186_STAMPING: 1705 D 2011
 DO7186_MARK LOGO: MNDT
 DO7186_PROJECTION: RECESSED 5 CENTIMETERS
 DO7186_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DO7186_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DO7186_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DO7186+SATELLITE: SATELLITE OBSERVATIONS - September 06, 2023
 DO7186_ROD/PIPE-DEPTH: 6.7 meters
 DO7186
 DO7186  HISTORY     - Date     Condition        Report By
 DO7186  HISTORY     - 20110607 MONUMENTED       MNDT
 DO7186  HISTORY     - 20160609 GOOD             MNDT
 DO7186  HISTORY     - 20160620 GOOD             MNDT
 DO7186  HISTORY     - 20230906 GOOD             MNDT
 DO7186
 DO7186                          STATION DESCRIPTION
 DO7186
 DO7186'DESCRIBED BY MN DEPT OF TRANSP 2011 (SAM)
 DO7186'THE ROD MARK IS LOCATED ABOUT 4.8 MI (7.7 KM) EAST-NORTHEAST OF
 DO7186'WILDER, 4.6 MI (7.4 KM) SOUTHWEST OF BINGHAM LAKE AND IN THE TOWN OF
 DO7186'WINDOM, MN.
 DO7186'
 DO7186'THE ROD MARK IS IN WINDOM, AT THE JUNCTION OF TRUNK HIGHWAY 62 AND
 DO7186'TRUNK HIGHWAY 60/TRUNK HIGHWAY 71 IN WINDOM, AT TRUNK HIGHWAY 60 MILE
 DO7186'POINT 40.65.
 DO7186'
 DO7186'THE ROD MARK IS FOUND 48.7 FT (14.8 M) EAST OF TRUNK HIGHWAY 60/TRUNK
 DO7186'HIGHWAY 71, 155.8 FT (47.5 M) SOUTH OF COUNTY ROAD 17(SIXTH STREET),
 DO7186'50.4 FT (15.4 M) WEST OF RIVER BEND PLAZA SIGN, 82.8 FT (25.2 M) NORTH
 DO7186'OF ENTRANCE TO RIVER BEND PLAZA AND 1.8 FT (0.5 M) WEST OF A WITNESS
 DO7186'POST.
 DO7186
 DO7186                          STATION RECOVERY (2016)
 DO7186
 DO7186'RECOVERY NOTE BY MN DEPT OF TRANSP 2016 (MAS)
 DO7186'RECOVERED AS DESCRIBED.
 DO7186'
 DO7186'NOTE-THE STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM ROD
 DO7186'DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION REMOVABLE DISK
 DO7186'SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH PVC
 DO7186'PIPE BACK FILLED WITH WASHED SAND.
 DO7186
 DO7186                          STATION RECOVERY (2016)
 DO7186
 DO7186'RECOVERY NOTE BY MN DEPT OF TRANSP 2016 (MAS)
 DO7186'RECOVERED AS DESCRIBED.
 DO7186
 DO7186                          STATION RECOVERY (2023)
 DO7186
 DO7186'RECOVERY NOTE BY MN DEPT OF TRANSP 2023 (TJD)
 DO7186'IN WINDOM, AT THE JUNCTION OF TRUNK HIGHWAY 62 AND TRUNK HIGHWAY
 DO7186'60/TRUNK HIGHWAY 71 IN WINDOM, AT TRUNK HIGHWAY 60 MILE POINT 40.65,
 DO7186'48.7 FT (14.8 M) EAST OF TRUNK HIGHWAY 60/TRUNK HIGHWAY 71, 155.8 FT
 DO7186'(47.5 M) SOUTH OF COUNTY ROAD 17 (6TH STREET), 82.8 FT (25.2 M) NORTH
 DO7186'OF AN ENTRANCE TO THE RIVER BEND PLAZA, 50.4 FT (15.4 M) WEST OF THE
 DO7186'RIVER BEND PLAZA SIGN, 1.8 FT (0.5 M) WEST OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DQ6862 ***********************************************************************
 DQ6862  DESIGNATION -  1705 E
 DQ6862  PID         -  DQ6862
 DQ6862  STATE/COUNTY-  MN/COTTONWOOD
 DQ6862  COUNTRY     -  US
 DQ6862  USGS QUAD   -  WINDOM (2019)
 DQ6862
 DQ6862                         *CURRENT SURVEY CONTROL
 DQ6862  ______________________________________________________________________
 DQ6862* NAD 83(1986) POSITION- 43 50 59.87   (N) 095 06 23.38   (W)   HD_HELD1
 DQ6862* NAVD 88 ORTHO HEIGHT -   408.582 (meters)     1340.49  (feet) ADJUSTED
 DQ6862  ______________________________________________________________________
 DQ6862  GEOID HEIGHT    -        -27.336 (meters)                     GEOID18
 DQ6862  DYNAMIC HEIGHT  -        408.493 (meters)     1340.20  (feet) COMP
 DQ6862  MODELED GRAVITY -    980,389.6   (mgal)                       NAVD 88
 DQ6862
 DQ6862  VERT ORDER      -  SECOND    CLASS I
 DQ6862
 DQ6862.The horizontal coordinates were determined by differentially corrected
 DQ6862.hand held GPS observations or other comparable positioning techniques
 DQ6862.and have an estimated accuracy of +/- 3 meters.
 DQ6862
 DQ6862.The orthometric height was determined by differential leveling and
 DQ6862.adjusted by the NATIONAL GEODETIC SURVEY
 DQ6862.in May 2019.
 DQ6862
 DQ6862.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ6862.GEOID18 height accuracy estimate available here.
 DQ6862
 DQ6862.Click photographs - Photos may exist for this station.
 DQ6862
 DQ6862.The dynamic height is computed by dividing the NAVD 88
 DQ6862.geopotential number by the normal gravity value computed on the
 DQ6862.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ6862.degrees latitude (g = 980.6199 gals.).
 DQ6862
 DQ6862.The modeled gravity was interpolated from observed gravity values.
 DQ6862
 DQ6862;                    North         East    Units  Estimated Accuracy
 DQ6862;SPC MN S     -   195,044.0     711,032.9     MT  (+/- 3 meters HH1 GPS) 
 DQ6862
 DQ6862_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUJ3068757365(NAD 83)
 DQ6862
 DQ6862                          SUPERSEDED SURVEY CONTROL
 DQ6862
 DQ6862.No superseded survey control is available for this station.
 DQ6862
 DQ6862_MARKER: I = METAL ROD
 DQ6862_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DQ6862_STAMPING: 1705 E 2016
 DQ6862_MARK LOGO: MNDT
 DQ6862_PROJECTION: RECESSED 5 CENTIMETERS
 DQ6862_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DQ6862_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ6862_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ6862+SATELLITE: SATELLITE OBSERVATIONS - September 06, 2023
 DQ6862_ROD/PIPE-DEPTH: 7.6 meters
 DQ6862
 DQ6862  HISTORY     - Date     Condition        Report By
 DQ6862  HISTORY     - 20160727 MONUMENTED       MNDT
 DQ6862  HISTORY     - 20230906 GOOD             MNDT
 DQ6862
 DQ6862                          STATION DESCRIPTION
 DQ6862
 DQ6862'DESCRIBED BY MN DEPT OF TRANSP 2016
 DQ6862'THE MARK IS LOCATED ABOUT 1.2 MI (1.9 KM) SOUTHEAST OF WINDOM.
 DQ6862'
 DQ6862'TO REACH THE MARK GO 0.55 MI (0.88 KM) SOUTHEAST ALONG TRUNK HIGHWAY
 DQ6862'71 FROM THE SOUTH JUNCTION OF TRUNK HIGHWAY 71 AND TRUNK HIGHWAY 60 IN
 DQ6862'WINDOM, AT TRUNK HIGHWAY 71 MILE POINT 26.95.
 DQ6862'
 DQ6862'THE MARK IS LOCATED 97.5 FT (29.7 M) NORTH-NORTHEAST OF TRUNK HIGHWAY
 DQ6862'71, 3.6 FT (1.1 M) SOUTH-SOUTHWEST OF THE RIGHT-OF-WAY AND WITNESS
 DQ6862'POST.
 DQ6862'
 DQ6862'NOTE-THE STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM ROD
 DQ6862'DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION REMOVABLE DISK
 DQ6862'SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH PVC
 DQ6862'PIPE BACK FILLED WITH WASHED SAND.
 DQ6862
 DQ6862                          STATION RECOVERY (2023)
 DQ6862
 DQ6862'RECOVERY NOTE BY MN DEPT OF TRANSP 2023 (TJD)
 DQ6862'1.2 MI (1.9 KM) SOUTHEAST OF WINDOM, 0.55 MI (0.88 KM) SOUTHEAST ALONG
 DQ6862'TRUNK HIGHWAY 71 FROM THE SOUTH JUNCTION OF TRUNK HIGHWAY 71 AND TRUNK
 DQ6862'HIGHWAY 60 IN WINDOM, AT TRUNK HIGHWAY 71 MILE POINT 26.95, 97.5 FT
 DQ6862'(29.7 M) NORTH-NORTHEAST OF TRUNK HIGHWAY 71, 3.6 FT (1.1 M)
 DQ6862'SOUTH-SOUTHWEST OF A RIGHT-OF-WAY AND A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 OP1322 ***********************************************************************
 OP1322  DESIGNATION -  1706 A RESET
 OP1322  PID         -  OP1322
 OP1322  STATE/COUNTY-  MN/COTTONWOOD
 OP1322  COUNTRY     -  US
 OP1322  USGS QUAD   -  BINGHAM LAKE (2019)
 OP1322
 OP1322                         *CURRENT SURVEY CONTROL
 OP1322  ______________________________________________________________________
 OP1322* NAD 83(1986) POSITION- 43 52 35.88   (N) 095 06 52.07   (W)   HD_HELD1
 OP1322* NAVD 88 ORTHO HEIGHT -   415.434 (meters)     1362.97  (feet) ADJUSTED
 OP1322  ______________________________________________________________________
 OP1322  GEOID HEIGHT    -        -27.322 (meters)                     GEOID18
 OP1322  DYNAMIC HEIGHT  -        415.345 (meters)     1362.68  (feet) COMP
 OP1322  MODELED GRAVITY -    980,391.7   (mgal)                       NAVD 88
 OP1322
 OP1322  VERT ORDER      -  SECOND    CLASS I
 OP1322
 OP1322.The horizontal coordinates were determined by differentially corrected
 OP1322.hand held GPS observations or other comparable positioning techniques
 OP1322.and have an estimated accuracy of +/- 3 meters.
 OP1322
 OP1322.The orthometric height was determined by differential leveling and
 OP1322.adjusted by the NATIONAL GEODETIC SURVEY
 OP1322.in October 2013.
 OP1322
 OP1322.No vertical observational check was made to the station.
 OP1322
 OP1322.Significant digits in the geoid height do not necessarily reflect accuracy.
 OP1322.GEOID18 height accuracy estimate available here.
 OP1322
 OP1322.Click photographs - Photos may exist for this station.
 OP1322
 OP1322.The dynamic height is computed by dividing the NAVD 88
 OP1322.geopotential number by the normal gravity value computed on the
 OP1322.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OP1322.degrees latitude (g = 980.6199 gals.).
 OP1322
 OP1322.The modeled gravity was interpolated from observed gravity values.
 OP1322
 OP1322;                    North         East    Units  Estimated Accuracy
 OP1322;SPC MN S     -   198,015.6     710,432.6     MT  (+/- 3 meters HH1 GPS) 
 OP1322
 OP1322_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUJ3012260344(NAD 83)
 OP1322
 OP1322                          SUPERSEDED SURVEY CONTROL
 OP1322
 OP1322  NAVD 88 (06/15/95)  415.439  (m)         1362.99   (f) SUPERSEDED  2 1
 OP1322
 OP1322.Superseded values are not recommended for survey control.
 OP1322
 OP1322.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OP1322.See file dsdata.pdf to determine how the superseded data were derived.
 OP1322
 OP1322_MARKER: DV = VERTICAL CONTROL DISK
 OP1322_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 OP1322_SP_SET: BOX CULVERT
 OP1322_STAMPING: 1706 A RESET 1981
 OP1322_MARK LOGO: MNDT
 OP1322_MAGNETIC: N = NO MAGNETIC MATERIAL
 OP1322_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OP1322+STABILITY: SURFACE MOTION
 OP1322_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 OP1322+SATELLITE: SATELLITE OBSERVATIONS - June 09, 2016
 OP1322
 OP1322  HISTORY     - Date     Condition        Report By
 OP1322  HISTORY     - 19810401 MONUMENTED       MNDT
 OP1322  HISTORY     - 20020710 GOOD             MNDT
 OP1322  HISTORY     - 20100602 GOOD             MNDT
 OP1322  HISTORY     - 20160609 GOOD             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.
 OP1322
 OP1322                          STATION RECOVERY (2002)
 OP1322
 OP1322'RECOVERY NOTE BY MN DEPT OF TRANSP 2002 (WAS)
 OP1322'RECOVERED AS DESCRIBED.
 OP1322
 OP1322                          STATION RECOVERY (2010)
 OP1322
 OP1322'RECOVERY NOTE BY MN DEPT OF TRANSP 2010 (KMS)
 OP1322'THE MARK IS IN WINDOM.
 OP1322'
 OP1322'TO REACH THE MARK GO 0.1 MI (0.2 KM) NORTHWEST OF NORTH JUNCTION OF
 OP1322'TRUNK HIGHWAY 71 AND TRUNK HIGHWAY 60, IN SOUTHEAST END OF NORTHEAST
 OP1322'ABUTMENT OF TRUNK HIGHWAY 71 BOX CULVERT, AT TRUNK HIGHWAY 71 MILE
 OP1322'POINT 29.
 OP1322'
 OP1322'IT IS 21.7 FT (6.6 M) NORTHEAST OF TRUNK HIGHWAY 71, 72 FT (21.9 M)
 OP1322'NORTHWEST OF LANGLEY STREET.
 OP1322
 OP1322                          STATION RECOVERY (2016)
 OP1322
 OP1322'RECOVERY NOTE BY MN DEPT OF TRANSP 2016 (KMS)
 OP1322'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 OP0386 ***********************************************************************
 OP0386  DESIGNATION -  1706 C
 OP0386  PID         -  OP0386
 OP0386  STATE/COUNTY-  MN/COTTONWOOD
 OP0386  COUNTRY     -  US
 OP0386  USGS QUAD   -  BINGHAM LAKE (2019)
 OP0386
 OP0386                         *CURRENT SURVEY CONTROL
 OP0386  ______________________________________________________________________
 OP0386* NAD 83(1986) POSITION- 43 54 01.37   (N) 095 07 13.77   (W)   HD_HELD1
 OP0386* NAVD 88 ORTHO HEIGHT -   421.794 (meters)     1383.84  (feet) ADJUSTED
 OP0386  ______________________________________________________________________
 OP0386  GEOID HEIGHT    -        -27.313 (meters)                     GEOID18
 OP0386  DYNAMIC HEIGHT  -        421.704 (meters)     1383.54  (feet) COMP
 OP0386  MODELED GRAVITY -    980,393.2   (mgal)                       NAVD 88
 OP0386
 OP0386  VERT ORDER      -  SECOND    CLASS I
 OP0386
 OP0386.The horizontal coordinates were determined by differentially corrected
 OP0386.hand held GPS observations or other comparable positioning techniques
 OP0386.and have an estimated accuracy of +/- 3 meters.
 OP0386
 OP0386.The orthometric height was determined by differential leveling and
 OP0386.adjusted by the NATIONAL GEODETIC SURVEY
 OP0386.in May 2019.
 OP0386
 OP0386.Significant digits in the geoid height do not necessarily reflect accuracy.
 OP0386.GEOID18 height accuracy estimate available here.
 OP0386
 OP0386.Click photographs - Photos may exist for this station.
 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     -   200,660.5     709,984.3     MT  (+/- 3 meters HH1 GPS) 
 OP0386
 OP0386_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUJ2970562994(NAD 83)
 OP0386
 OP0386                          SUPERSEDED SURVEY CONTROL
 OP0386
 OP0386  NAVD 88 (10/22/13)  421.785  (m)         1383.81   (f) SUPERSEDED  2 1
 OP0386  NAVD 88 (06/15/91)  421.805  (m)         1383.87   (f) SUPERSEDED  2 0
 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
 OP0386.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OP0386.See file dsdata.pdf to determine how the superseded data were derived.
 OP0386
 OP0386_MARKER: DB = BENCH MARK DISK
 OP0386_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 OP0386_SP_SET: BOX CULVERT
 OP0386_STAMPING: 1706 C 1948
 OP0386_MARK LOGO: MNHD
 OP0386_MAGNETIC: N = NO MAGNETIC MATERIAL
 OP0386_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OP0386+STABILITY: SURFACE MOTION
 OP0386_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 OP0386+SATELLITE: SATELLITE OBSERVATIONS - June 09, 2016
 OP0386
 OP0386  HISTORY     - Date     Condition        Report By
 OP0386  HISTORY     - 1948     MONUMENTED       MNHD
 OP0386  HISTORY     - 1972     GOOD             MNDT
 OP0386  HISTORY     - 19810401 GOOD             MNDT
 OP0386  HISTORY     - 20020710 GOOD             MNDT
 OP0386  HISTORY     - 20160609 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.
 OP0386
 OP0386                          STATION RECOVERY (2002)
 OP0386
 OP0386'RECOVERY NOTE BY MN DEPT OF TRANSP 2002 (WAS)
 OP0386'RECOVERED AS DESCRIBED.
 OP0386
 OP0386                          STATION RECOVERY (2016)
 OP0386
 OP0386'RECOVERY NOTE BY MN DEPT OF TRANSP 2016 (MAS)
 OP0386'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 OP1315 ***********************************************************************
 OP1315  DESIGNATION -  1706 E
 OP1315  PID         -  OP1315
 OP1315  STATE/COUNTY-  MN/COTTONWOOD
 OP1315  COUNTRY     -  US
 OP1315  USGS QUAD   -  BINGHAM LAKE (2019)
 OP1315
 OP1315                         *CURRENT SURVEY CONTROL
 OP1315  ______________________________________________________________________
 OP1315* NAD 83(1986) POSITION- 43 57 10.67   (N) 095 07 11.39   (W)   HD_HELD1
 OP1315* NAVD 88 ORTHO HEIGHT -   433.869 (meters)     1423.45  (feet) ADJUSTED
 OP1315  ______________________________________________________________________
 OP1315  GEOID HEIGHT    -        -27.315 (meters)                     GEOID18
 OP1315  DYNAMIC HEIGHT  -        433.778 (meters)     1423.15  (feet) COMP
 OP1315  MODELED GRAVITY -    980,395.4   (mgal)                       NAVD 88
 OP1315
 OP1315  VERT ORDER      -  SECOND    CLASS I
 OP1315
 OP1315.The horizontal coordinates were determined by differentially corrected
 OP1315.hand held GPS observations or other comparable positioning techniques
 OP1315.and have an estimated accuracy of +/- 3 meters.
 OP1315
 OP1315.The orthometric height was determined by differential leveling and
 OP1315.adjusted by the NATIONAL GEODETIC SURVEY
 OP1315.in May 2019.
 OP1315
 OP1315.Significant digits in the geoid height do not necessarily reflect accuracy.
 OP1315.GEOID18 height accuracy estimate available here.
 OP1315
 OP1315.Click photographs - Photos may exist for this station.
 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     -   206,501.6     710,117.5     MT  (+/- 3 meters HH1 GPS) 
 OP1315
 OP1315_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUJ2990868833(NAD 83)
 OP1315
 OP1315                          SUPERSEDED SURVEY CONTROL
 OP1315
 OP1315  NAVD 88 (06/15/95)  433.877  (m)         1423.48   (f) SUPERSEDED  2 1
 OP1315
 OP1315.Superseded values are not recommended for survey control.
 OP1315
 OP1315.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OP1315.See file dsdata.pdf to determine how the superseded data were derived.
 OP1315
 OP1315_MARKER: DB = BENCH MARK DISK
 OP1315_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 OP1315_SP_SET: BOX CULVERT
 OP1315_STAMPING: 1706 E 1967
 OP1315_MARK LOGO: MNHD
 OP1315_MAGNETIC: N = NO MAGNETIC MATERIAL
 OP1315_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OP1315+STABILITY: SURFACE MOTION
 OP1315_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 OP1315+SATELLITE: SATELLITE OBSERVATIONS - June 09, 2016
 OP1315
 OP1315  HISTORY     - Date     Condition        Report By
 OP1315  HISTORY     - 1967     MONUMENTED       MNHD
 OP1315  HISTORY     - 19810401 GOOD             MNDT
 OP1315  HISTORY     - 20160609 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.
 OP1315
 OP1315                          STATION RECOVERY (2016)
 OP1315
 OP1315'RECOVERY NOTE BY MN DEPT OF TRANSP 2016 (KMS)
 OP1315'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 OP1310 ***********************************************************************
 OP1310  DESIGNATION -  1706 F
 OP1310  PID         -  OP1310
 OP1310  STATE/COUNTY-  MN/COTTONWOOD
 OP1310  COUNTRY     -  US
 OP1310  USGS QUAD   -  BINGHAM LAKE (2019)
 OP1310
 OP1310                         *CURRENT SURVEY CONTROL
 OP1310  ______________________________________________________________________
 OP1310* NAD 83(1986) POSITION- 43 59 55.12   (N) 095 07 11.37   (W)   HD_HELD1
 OP1310* NAVD 88 ORTHO HEIGHT -   425.646 (meters)     1396.47  (feet) ADJUSTED
 OP1310  ______________________________________________________________________
 OP1310  GEOID HEIGHT    -        -27.310 (meters)                     GEOID18
 OP1310  DYNAMIC HEIGHT  -        425.559 (meters)     1396.19  (feet) COMP
 OP1310  MODELED GRAVITY -    980,399.9   (mgal)                       NAVD 88
 OP1310
 OP1310  VERT ORDER      -  SECOND    CLASS I
 OP1310
 OP1310.The horizontal coordinates were determined by differentially corrected
 OP1310.hand held GPS observations or other comparable positioning techniques
 OP1310.and have an estimated accuracy of +/- 3 meters.
 OP1310
 OP1310.The orthometric height was determined by differential leveling and
 OP1310.adjusted by the NATIONAL GEODETIC SURVEY
 OP1310.in May 2019.
 OP1310
 OP1310.Significant digits in the geoid height do not necessarily reflect accuracy.
 OP1310.GEOID18 height accuracy estimate available here.
 OP1310
 OP1310.Click photographs - Photos may exist for this station.
 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     -   211,576.6     710,187.4     MT  (+/- 3 meters HH1 GPS) 
 OP1310
 OP1310_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUJ3003973906(NAD 83)
 OP1310
 OP1310                          SUPERSEDED SURVEY CONTROL
 OP1310
 OP1310  NAVD 88 (06/15/95)  425.655  (m)         1396.50   (f) SUPERSEDED  2 1
 OP1310
 OP1310.Superseded values are not recommended for survey control.
 OP1310
 OP1310.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OP1310.See file dsdata.pdf to determine how the superseded data were derived.
 OP1310
 OP1310_MARKER: DB = BENCH MARK DISK
 OP1310_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 OP1310_SP_SET: BOX CULVERT
 OP1310_STAMPING: 1706 F 1967
 OP1310_MARK LOGO: MNHD
 OP1310_MAGNETIC: N = NO MAGNETIC MATERIAL
 OP1310_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OP1310+STABILITY: SURFACE MOTION
 OP1310_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 OP1310+SATELLITE: SATELLITE OBSERVATIONS - June 09, 2016
 OP1310
 OP1310  HISTORY     - Date     Condition        Report By
 OP1310  HISTORY     - 1967     MONUMENTED       MNHD
 OP1310  HISTORY     - 19810401 GOOD             MNDT
 OP1310  HISTORY     - 20160609 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.
 OP1310
 OP1310                          STATION RECOVERY (2016)
 OP1310
 OP1310'RECOVERY NOTE BY MN DEPT OF TRANSP 2016 (KMS)
 OP1310'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 OP1321 ***********************************************************************
 OP1321  DESIGNATION -  1706 G
 OP1321  PID         -  OP1321
 OP1321  STATE/COUNTY-  MN/COTTONWOOD
 OP1321  COUNTRY     -  US
 OP1321  USGS QUAD   -  BINGHAM LAKE (2019)
 OP1321
 OP1321                         *CURRENT SURVEY CONTROL
 OP1321  ______________________________________________________________________
 OP1321* NAD 83(1986) POSITION- 43 52 41.67   (N) 095 07 07.49   (W)   HD_HELD1
 OP1321* NAVD 88 ORTHO HEIGHT -   431.034 (meters)     1414.15  (feet) ADJUSTED
 OP1321  ______________________________________________________________________
 OP1321  GEOID HEIGHT    -        -27.316 (meters)                     GEOID18
 OP1321  DYNAMIC HEIGHT  -        430.942 (meters)     1413.85  (feet) COMP
 OP1321  MODELED GRAVITY -    980,391.7   (mgal)                       NAVD 88
 OP1321
 OP1321  VERT ORDER      -  SECOND    CLASS I
 OP1321
 OP1321.The horizontal coordinates were determined by differentially corrected
 OP1321.hand held GPS observations or other comparable positioning techniques
 OP1321.and have an estimated accuracy of +/- 3 meters.
 OP1321
 OP1321.The orthometric height was determined by differential leveling and
 OP1321.adjusted by the NATIONAL GEODETIC SURVEY
 OP1321.in October 2013.
 OP1321
 OP1321.No vertical observational check was made to the station.
 OP1321
 OP1321.Significant digits in the geoid height do not necessarily reflect accuracy.
 OP1321.GEOID18 height accuracy estimate available here.
 OP1321
 OP1321.Click photographs - Photos may exist for this station.
 OP1321
 OP1321.The dynamic height is computed by dividing the NAVD 88
 OP1321.geopotential number by the normal gravity value computed on the
 OP1321.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OP1321.degrees latitude (g = 980.6199 gals.).
 OP1321
 OP1321.The modeled gravity was interpolated from observed gravity values.
 OP1321
 OP1321;                    North         East    Units  Estimated Accuracy
 OP1321;SPC MN S     -   198,199.0     710,090.8     MT  (+/- 3 meters HH1 GPS) 
 OP1321
 OP1321_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUJ2978260531(NAD 83)
 OP1321
 OP1321                          SUPERSEDED SURVEY CONTROL
 OP1321
 OP1321  NAVD 88 (06/15/95)  431.044  (m)         1414.18   (f) SUPERSEDED  2 1
 OP1321
 OP1321.Superseded values are not recommended for survey control.
 OP1321
 OP1321.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OP1321.See file dsdata.pdf to determine how the superseded data were derived.
 OP1321
 OP1321_MARKER: DV = VERTICAL CONTROL DISK
 OP1321_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 OP1321_SP_SET: FOOTING
 OP1321_STAMPING: 1706 G 1981
 OP1321_MARK LOGO: MNDT
 OP1321_MAGNETIC: N = NO MAGNETIC MATERIAL
 OP1321_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OP1321_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 OP1321+SATELLITE: SATELLITE OBSERVATIONS - September 06, 2023
 OP1321
 OP1321  HISTORY     - Date     Condition        Report By
 OP1321  HISTORY     - 19810401 MONUMENTED       MNDT
 OP1321  HISTORY     - 20020710 GOOD             MNDT
 OP1321  HISTORY     - 20100602 GOOD             MNDT
 OP1321  HISTORY     - 20110518 GOOD             MNDT
 OP1321  HISTORY     - 20160609 GOOD             MNDT
 OP1321  HISTORY     - 20230906 GOOD             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.
 OP1321
 OP1321                          STATION RECOVERY (2002)
 OP1321
 OP1321'RECOVERY NOTE BY MN DEPT OF TRANSP 2002 (WAS)
 OP1321'RECOVERED AS DESCRIBED.
 OP1321
 OP1321                          STATION RECOVERY (2010)
 OP1321
 OP1321'RECOVERY NOTE BY MN DEPT OF TRANSP 2010 (UCS)
 OP1321'THE MARK IS IN WINDOM.
 OP1321'
 OP1321'TO REACH THE MARK GO 0.1 MI (0.2 KM) WEST ALONG 19TH STREET FROM THE
 OP1321'JUNCTION OF 19TH STREET AND TRUNK HIGHWAY 71 IN WINDOM, THEN NORTH
 OP1321'ALONG NORWAY AVENUE TO WATER TANK, IN BASE OF WATER TANK, 250 FT (76.2
 OP1321'M) SOUTHWEST OF TRUNK HIGHWAY 71, AT TRUNK HIGHWAY 71 MILE POINT
 OP1321'29.25.
 OP1321'
 OP1321'IT IS 67.3 FT (20.5 M) WEST-SOUTHWEST OF THE NORTHWEST CORNER OF
 OP1321'HOUSE.
 OP1321
 OP1321                          STATION RECOVERY (2011)
 OP1321
 OP1321'RECOVERY NOTE BY MN DEPT OF TRANSP 2011 (KMS)
 OP1321'IN WINDOM, 0.1 MI (0.2 KM) WEST ALONG 19TH STREET FROM THE JUNCTION OF
 OP1321'19TH STREET AND TRUNK HIGHWAY 71 IN WINDOM, THEN NORTH ALONG NORWAY
 OP1321'AVENUE TO WATER TANK, IN BASE OF WATER TANK, 250 FT (76.2 M) SOUTHWEST
 OP1321'OF TRUNK HIGHWAY 71, AT TRUNK HIGHWAY 71 MILE POINT 29.25, 67.3 FT
 OP1321'(20.5 M) WEST-SOUTHWEST OF THE NORTHWEST CORNER OF HOUSE.
 OP1321
 OP1321                          STATION RECOVERY (2016)
 OP1321
 OP1321'RECOVERY NOTE BY MN DEPT OF TRANSP 2016 (MAS)
 OP1321'RECOVERED AS DESCRIBED.
 OP1321
 OP1321                          STATION RECOVERY (2023)
 OP1321
 OP1321'RECOVERY NOTE BY MN DEPT OF TRANSP 2023 (KMS)
 OP1321'IN WINDOM, 0.1 MI (0.2 KM) WEST ALONG 19TH STREET FROM THE JUNCTION OF
 OP1321'19TH STREET AND TRUNK HIGHWAY 71 IN WINDOM, THEN 0.1 MI (0.2 KM) NORTH
 OP1321'ALONG NORWAY AVENUE TO A WATER TANK, IN THE BASE OF THE NORTHEAST LEG
 OP1321'OF A WATER TANK, 250.0 FT (76.2 M) SOUTHWEST OF TRUNK HIGHWAY 71, AT
 OP1321'TRUNK HIGHWAY 71 MILE POINT 29.25, 67.3 FT (20.5 M) WEST-SOUTHWEST OF
 OP1321'THE NORTHWEST CORNER OF A HOUSE.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 OP1319 ***********************************************************************
 OP1319  DESIGNATION -  1706 H
 OP1319  PID         -  OP1319
 OP1319  STATE/COUNTY-  MN/COTTONWOOD
 OP1319  COUNTRY     -  US
 OP1319  USGS QUAD   -  BINGHAM LAKE (2019)
 OP1319
 OP1319                         *CURRENT SURVEY CONTROL
 OP1319  ______________________________________________________________________
 OP1319* NAD 83(1986) POSITION- 43 54 19.79   (N) 095 07 11.92   (W)   HD_HELD1
 OP1319* NAVD 88 ORTHO HEIGHT -   429.701 (meters)     1409.78  (feet) ADJUSTED
 OP1319  ______________________________________________________________________
 OP1319  GEOID HEIGHT    -        -27.315 (meters)                     GEOID18
 OP1319  DYNAMIC HEIGHT  -        429.609 (meters)     1409.48  (feet) COMP
 OP1319  MODELED GRAVITY -    980,393.5   (mgal)                       NAVD 88
 OP1319
 OP1319  VERT ORDER      -  SECOND    CLASS I
 OP1319
 OP1319.The horizontal coordinates were determined by differentially corrected
 OP1319.hand held GPS observations or other comparable positioning techniques
 OP1319.and have an estimated accuracy of +/- 3 meters.
 OP1319
 OP1319.The orthometric height was determined by differential leveling and
 OP1319.adjusted by the NATIONAL GEODETIC SURVEY
 OP1319.in May 2019.
 OP1319
 OP1319.Significant digits in the geoid height do not necessarily reflect accuracy.
 OP1319.GEOID18 height accuracy estimate available here.
 OP1319
 OP1319.Click photographs - Photos may exist for this station.
 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     -   201,228.4     710,033.4     MT  (+/- 3 meters HH1 GPS) 
 OP1319
 OP1319_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUJ2976163561(NAD 83)
 OP1319
 OP1319                          SUPERSEDED SURVEY CONTROL
 OP1319
 OP1319  NAVD 88 (06/15/95)  429.687  (m)         1409.73   (f) SUPERSEDED  2 1
 OP1319
 OP1319.Superseded values are not recommended for survey control.
 OP1319
 OP1319.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OP1319.See file dsdata.pdf to determine how the superseded data were derived.
 OP1319
 OP1319_MARKER: DB = BENCH MARK DISK
 OP1319_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 OP1319_STAMPING: 1706 H 1981
 OP1319_MARK LOGO: MNHD
 OP1319_PROJECTION: PROJECTING 5 CENTIMETERS
 OP1319_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT
 OP1319_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OP1319_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OP1319+SATELLITE: SATELLITE OBSERVATIONS - September 06, 2023
 OP1319
 OP1319  HISTORY     - Date     Condition        Report By
 OP1319  HISTORY     - 1981     MONUMENTED       MNDT
 OP1319  HISTORY     - 20020710 GOOD             MNDT
 OP1319  HISTORY     - 20160609 GOOD             MNDT
 OP1319  HISTORY     - 20230906 GOOD             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.
 OP1319
 OP1319                          STATION RECOVERY (2002)
 OP1319
 OP1319'RECOVERY NOTE BY MN DEPT OF TRANSP 2002 (WAS)
 OP1319'RECOVERED AS DESCRIBED.
 OP1319
 OP1319                          STATION RECOVERY (2016)
 OP1319
 OP1319'RECOVERY NOTE BY MN DEPT OF TRANSP 2016 (MAS)
 OP1319'RECOVERED AS DESCRIBED.
 OP1319
 OP1319                          STATION RECOVERY (2023)
 OP1319
 OP1319'RECOVERY NOTE BY MN DEPT OF TRANSP 2023 (KMS)
 OP1319'2.5 MI (4.0 KM) NORTH OF WINDOM, 2.25 MI (3.62 KM) NORTH ALONG TRUNK
 OP1319'HIGHWAY 71 FROM THE NORTH JUNCTION OF TRUNK HIGHWAY 71 AND TRUNK
 OP1319'HIGHWAY 60 IN WINDOM, AT TRUNK HIGHWAY 71 MILE POINT 31.2, 81.0 FT
 OP1319'(24.7 M) SOUTH OF COUNTY ROAD 28, 73.2 FT (22.3 M) EAST OF TRUNK
 OP1319'HIGHWAY 71, 136.5 FT (41.6 M) NORTHWEST OF THE NORTHWEST CORNER OF A
 OP1319'HOUSE, 25.3 FT (7.7 M) SOUTH OF THE SOUTHWEST CORNER OF A CABLE
 OP1319'JUNCTION BOX, 0.4 FT (12 CM) WEST OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 OP1317 ***********************************************************************
 OP1317  DESIGNATION -  1706 K
 OP1317  PID         -  OP1317
 OP1317  STATE/COUNTY-  MN/COTTONWOOD
 OP1317  COUNTRY     -  US
 OP1317  USGS QUAD   -  BINGHAM LAKE (2019)
 OP1317
 OP1317                         *CURRENT SURVEY CONTROL
 OP1317  ______________________________________________________________________
 OP1317* NAD 83(2011) POSITION- 43 56 04.21825(N) 095 07 11.46066(W)   ADJUSTED
 OP1317* NAD 83(2011) ELLIP HT-   420.515 (meters)        (06/27/12)   ADJUSTED
 OP1317* NAD 83(2011) EPOCH   -  2010.00
 OP1317* NAVD 88 ORTHO HEIGHT -   447.829 (meters)     1469.25  (feet) ADJUSTED
 OP1317  ______________________________________________________________________
 OP1317  GEOID HEIGHT    -        -27.314 (meters)                     GEOID18
 OP1317  NAD 83(2011) X  -   -410,575.299 (meters)                     COMP
 OP1317  NAD 83(2011) Y  - -4,582,475.030 (meters)                     COMP
 OP1317  NAD 83(2011) Z  -  4,403,145.679 (meters)                     COMP
 OP1317  LAPLACE CORR    -         -3.38  (seconds)                    DEFLEC18
 OP1317  DYNAMIC HEIGHT  -        447.734 (meters)     1468.94  (feet) COMP
 OP1317  MODELED GRAVITY -    980,394.6   (mgal)                       NAVD 88
 OP1317
 OP1317  VERT ORDER      -  SECOND    CLASS I
 OP1317
 OP1317  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 OP1317  Standards:
 OP1317         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 OP1317            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 OP1317  -------------------------------------------------------------------
 OP1317  NETWORK    0.35   0.47           0.15   0.14   0.24     -0.00032175
 OP1317  -------------------------------------------------------------------
 OP1317  Click here for local accuracies and other accuracy information.
 OP1317
 OP1317.The horizontal coordinates were established by GPS observations
 OP1317.and adjusted by the National Geodetic Survey in June 2012.
 OP1317
 OP1317.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 OP1317.been affixed to the stable North American tectonic plate. See 
 OP1317.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 OP1317
 OP1317.The horizontal coordinates are valid at the epoch date displayed above
 OP1317.which is a decimal equivalence of Year/Month/Day.
 OP1317
 OP1317.The orthometric height was determined by differential leveling and
 OP1317.adjusted by the NATIONAL GEODETIC SURVEY
 OP1317.in May 2019.
 OP1317
 OP1317.Significant digits in the geoid height do not necessarily reflect accuracy.
 OP1317.GEOID18 height accuracy estimate available here.
 OP1317
 OP1317.Click photographs - Photos may exist for this station.
 OP1317
 OP1317.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 OP1317
 OP1317.The Laplace correction was computed from DEFLEC18 derived deflections.
 OP1317
 OP1317.The ellipsoidal height was determined by GPS observations
 OP1317.and is referenced to NAD 83.
 OP1317
 OP1317.The dynamic height is computed by dividing the NAVD 88
 OP1317.geopotential number by the normal gravity value computed on the
 OP1317.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OP1317.degrees latitude (g = 980.6199 gals.).
 OP1317
 OP1317.The modeled gravity was interpolated from observed gravity values.
 OP1317
 OP1317. The following values were computed from the NAD 83(2011) position.
 OP1317
 OP1317;                    North         East     Units Scale Factor Converg.
 OP1317;SPC MN S     -   204,450.924   710,087.784   MT  0.99997067   -0 47 05.8
 OP1317;SPC MN S     -   670,769.41  2,329,679.67   sFT  0.99997067   -0 47 05.8
 OP1317;UTM  15      - 4,866,782.899   329,854.542   MT  0.99995607   -1 28 16.2
 OP1317
 OP1317!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OP1317!SPC MN S     -   0.99993406  x   0.99997067  =   0.99990474
 OP1317!UTM  15      -   0.99993406  x   0.99995607  =   0.99989014
 OP1317
 OP1317_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUJ2985466782(NAD 83)
 OP1317
 OP1317                          SUPERSEDED SURVEY CONTROL
 OP1317
 OP1317  NAD 83(2007)-  43 56 04.21822(N)    095 07 11.46149(W) AD(2002.00) 0
 OP1317  ELLIP H (02/10/07)  420.544  (m)                       GP(2002.00)    
 OP1317  NAD 83(1996)-  43 56 04.21758(N)    095 07 11.46091(W) AD(       ) 1
 OP1317  ELLIP H (05/30/05)  420.589  (m)                       GP(       ) 3 2
 OP1317  NAVD 88             447.81   (m)         1469.2    (f) LEVELING    3  
 OP1317  NAVD 88 (06/15/95)  447.812  (m)         1469.20   (f) SUPERSEDED  2 1
 OP1317
 OP1317.Superseded values are not recommended for survey control.
 OP1317
 OP1317.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OP1317.See file dsdata.pdf to determine how the superseded data were derived.
 OP1317
 OP1317_MARKER: DB = BENCH MARK DISK
 OP1317_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 OP1317_STAMPING: 1706 K 1981
 OP1317_MARK LOGO: MNHD
 OP1317_PROJECTION: FLUSH
 OP1317_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT
 OP1317_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OP1317_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OP1317+SATELLITE: SATELLITE OBSERVATIONS - September 06, 2023
 OP1317
 OP1317  HISTORY     - Date     Condition        Report By
 OP1317  HISTORY     - 19810601 MONUMENTED       MNHD
 OP1317  HISTORY     - 20020710 GOOD             MNDT
 OP1317  HISTORY     - 20040628 GOOD             MNDT
 OP1317  HISTORY     - 20100710 GOOD             MNDT
 OP1317  HISTORY     - 20100711 GOOD             AEROME
 OP1317  HISTORY     - 20160609 GOOD             MNDT
 OP1317  HISTORY     - 20210427 GOOD             MNDT
 OP1317  HISTORY     - 20230906 GOOD             MNDT
 OP1317
 OP1317                          STATION DESCRIPTION
 OP1317
 OP1317'DESCRIBED BY MN HIGHWAY DEPT 1981
 OP1317'THE MARK IS LOCATED 4 MI (6.4 KM) NORTH ALONG TRUNK HIGHWAY 71 FROM
 OP1317'ITS NORTH JUNCTION WITH TRUNK HIGHWAY 60 IN WINDOM AND IS NEAR
 OP1317'HIGHWAY 71 MILEPOINT 33.2 IN THE NW 1/4 OF SECTION 1, T105N, R36W.
 OP1317'THE MARK IS 71.6 FT (21.8 M) EAST OF AND 5 FT (1.5 M) LOWER THAN THE
 OP1317'CENTERLINE OF HIGHWAY 71, 60 FT (18.3 M) SOUTH OF THE CENTER OF A
 OP1317'TOWNSHIP ROAD, 46.3 FT (14.1 M) SOUTHEAST OF THE SOUTH END OF AN
 OP1317'18-INCH METAL CULVERT UNDER THE TOWNSHIP ROAD, 4.2 FT (1.3 M) NORTH
 OP1317'OF A BURIED CABLE AND 0.4 FT (0.1 M) WEST OF A STEEL WITNESS POST.
 OP1317'THE MARK, A STANDARD MNDT BENCH MARK DISK STAMPED ---1706 K 1981---,
 OP1317'IS SET IN THE TOP OF A MAGNETIC CONCRETE POST THAT IS FLUSH WITH THE
 OP1317'SURFACE OF THE GROUND.
 OP1317
 OP1317                          STATION RECOVERY (2002)
 OP1317
 OP1317'RECOVERY NOTE BY MN DEPT OF TRANSP 2002 (WAS)
 OP1317'RECOVERED AS DESCRIBED.
 OP1317
 OP1317                          STATION RECOVERY (2004)
 OP1317
 OP1317'RECOVERY NOTE BY MN DEPT OF TRANSP 2004 (KNB)
 OP1317'4.0 MILES (6.4 KM) NORTH OF THE NORTH JUNCTION OF TRUNK HIGHWAY 71 AND
 OP1317'TRUNK HIGHWA Y 60  IN WINDOM, 71.6 FEET (21.8 M) EAST OF TRUNK HIGHWAY
 OP1317'71, AT TRUNK HIGHWAY 7 1 MILEPOINT 33.2,  60 FEET (18.3 M) SOUTH OF
 OP1317'TOWNSHIP ROAD, 46.3 FEET (14.1 M) SOUTHEAST OF SOUTH END OF METAL
 OP1317'CULVERT, 4.2 FEET (1.3 M) NORTH OF BURIED CABLE SIGN POST, 0.4 FOOT
 OP1317'(12.2 CM) WEST OF WITNESS  POST, FLUSH, MAGNETIC.
 OP1317
 OP1317                          STATION RECOVERY (2010)
 OP1317
 OP1317'RECOVERY NOTE BY MN DEPT OF TRANSP 2010 (MM)
 OP1317'THE MARK WAS RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.
 OP1317'THE MARK IS 3.8 MILES NORTH OF WINDOM, 4.2 MILES NORTH ALONG TRUNK
 OP1317'HIGHWAY 71 FROM THE NORTH JUNCTION OF TRUNK HIGHWAY 71 AND TRUNK
 OP1317'HIGHWAY 60 IN WINDOM, 71.6 FEET EAST OF TRUNK HIGHWAY 71, AT TRUNK
 OP1317'HIGHWAY 71 MILEPOINT 33.2, 60 FEET SOUTH OF 380TH STREET, 46.3 FEET
 OP1317'SOUTHEAST OF SOUTH END OF METAL CULVERT, 4.2 FEET NORTH OF BURIED
 OP1317'CABLE SIGN POST, 0.4 FOOT WEST OF WITNESS POST.
 OP1317
 OP1317                          STATION RECOVERY (2010)
 OP1317
 OP1317'RECOVERY NOTE BY AERO METRIC INC 2010
 OP1317'RECOVERED IN GOOD CONDITION.
 OP1317
 OP1317                          STATION RECOVERY (2016)
 OP1317
 OP1317'RECOVERY NOTE BY MN DEPT OF TRANSP 2016 (KMS)
 OP1317'RECOVERED AS DESCRIBED.
 OP1317
 OP1317                          STATION RECOVERY (2021)
 OP1317
 OP1317'RECOVERY NOTE BY MN DEPT OF TRANSP 2021 (KMS)
 OP1317'RECOVERED IN GOOD CONDITION.
 OP1317
 OP1317                          STATION RECOVERY (2023)
 OP1317
 OP1317'RECOVERY NOTE BY MN DEPT OF TRANSP 2023 (KMS)
 OP1317'3.8 MI (6.1 KM) NORTH OF WINDOM, 4.2 MI (6.8 KM) NORTH ALONG TRUNK
 OP1317'HIGHWAY 71 FROM THE NORTH JUNCTION OF TRUNK HIGHWAY 71 AND TRUNK
 OP1317'HIGHWAY 60 IN WINDOM, AT TRUNK HIGHWAY 71 MILE POINT 33.2, 71.6 FT
 OP1317'(21.8 M) EAST OF TRUNK HIGHWAY 71, 60.0 FT (18.3 M) SOUTH OF 380TH
 OP1317'STREET, 46.3 FT (14.1 M) SOUTHEAST OF THE SOUTH END OF A METAL
 OP1317'CULVERT, 4.2 FT (1.3 M) NORTH OF A BURIED CABLE SIGNPOST, 0.4 FT (12
 OP1317'CM) WEST OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 OP1314 ***********************************************************************
 OP1314  DESIGNATION -  1706 M
 OP1314  PID         -  OP1314
 OP1314  STATE/COUNTY-  MN/COTTONWOOD
 OP1314  COUNTRY     -  US
 OP1314  USGS QUAD   -  BINGHAM LAKE (2019)
 OP1314
 OP1314                         *CURRENT SURVEY CONTROL
 OP1314  ______________________________________________________________________
 OP1314* NAD 83(1986) POSITION- 43 57 48.49   (N) 095 07 10.76   (W)   HD_HELD1
 OP1314* NAVD 88 ORTHO HEIGHT -   438.622 (meters)     1439.05  (feet) ADJUSTED
 OP1314  ______________________________________________________________________
 OP1314  GEOID HEIGHT    -        -27.315 (meters)                     GEOID18
 OP1314  DYNAMIC HEIGHT  -        438.530 (meters)     1438.74  (feet) COMP
 OP1314  MODELED GRAVITY -    980,396.2   (mgal)                       NAVD 88
 OP1314
 OP1314  VERT ORDER      -  SECOND    CLASS I
 OP1314
 OP1314.The horizontal coordinates were determined by differentially corrected
 OP1314.hand held GPS observations or other comparable positioning techniques
 OP1314.and have an estimated accuracy of +/- 3 meters.
 OP1314
 OP1314.The orthometric height was determined by differential leveling and
 OP1314.adjusted by the NATIONAL GEODETIC SURVEY
 OP1314.in May 2019.
 OP1314
 OP1314.Significant digits in the geoid height do not necessarily reflect accuracy.
 OP1314.GEOID18 height accuracy estimate available here.
 OP1314
 OP1314.Click photographs - Photos may exist for this station.
 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     -   207,668.6     710,147.5     MT  (+/- 3 meters HH1 GPS) 
 OP1314
 OP1314_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUJ2995269999(NAD 83)
 OP1314
 OP1314                          SUPERSEDED SURVEY CONTROL
 OP1314
 OP1314  NAVD 88 (06/15/95)  438.620  (m)         1439.04   (f) SUPERSEDED  2 1
 OP1314
 OP1314.Superseded values are not recommended for survey control.
 OP1314
 OP1314.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OP1314.See file dsdata.pdf to determine how the superseded data were derived.
 OP1314
 OP1314_MARKER: DV = VERTICAL CONTROL DISK
 OP1314_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 OP1314_STAMPING: 1706 M 1981
 OP1314_MARK LOGO: MNHD
 OP1314_PROJECTION: RECESSED 5 CENTIMETERS
 OP1314_MAGNETIC: I = MARKER IS A STEEL ROD
 OP1314_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OP1314_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OP1314+SATELLITE: SATELLITE OBSERVATIONS - September 06, 2023
 OP1314
 OP1314  HISTORY     - Date     Condition        Report By
 OP1314  HISTORY     - 1981     MONUMENTED       MNDT
 OP1314  HISTORY     - 20160609 GOOD             MNDT
 OP1314  HISTORY     - 20230906 GOOD             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.
 OP1314
 OP1314                          STATION RECOVERY (2016)
 OP1314
 OP1314'RECOVERY NOTE BY MN DEPT OF TRANSP 2016 (KMS)
 OP1314'RECOVERED AS DESCRIBED.
 OP1314
 OP1314                          STATION RECOVERY (2023)
 OP1314
 OP1314'RECOVERY NOTE BY MN DEPT OF TRANSP 2023 (KMS)
 OP1314'5.8 MI (9.3 KM) NORTH OF WINDOM, 6.2 MI (10.0 KM) NORTH ALONG TRUNK
 OP1314'HIGHWAY 71 FROM THE NORTH JUNCTION OF TRUNK HIGHWAY 71 AND TRUNK
 OP1314'HIGHWAY 60 IN WINDOM, AT TRUNK HIGHWAY 71 MILE POINT 35.2, 73.6 FT
 OP1314'(22.4 M) EAST OF TRUNK HIGHWAY 71, 67.0 FT (20.4 M) SOUTH OF 360TH
 OP1314'STREET, 0.5 FT (15 CM) WEST OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DQ6851 ***********************************************************************
 DQ6851  DESIGNATION -  1706 N RESET
 DQ6851  PID         -  DQ6851
 DQ6851  STATE/COUNTY-  MN/COTTONWOOD
 DQ6851  COUNTRY     -  US
 DQ6851  USGS QUAD   -  BINGHAM LAKE (2019)
 DQ6851
 DQ6851                         *CURRENT SURVEY CONTROL
 DQ6851  ______________________________________________________________________
 DQ6851* NAD 83(1986) POSITION- 43 58 40.74   (N) 095 07 10.49   (W)   HD_HELD1
 DQ6851* NAVD 88 ORTHO HEIGHT -   433.771 (meters)     1423.13  (feet) ADJUSTED
 DQ6851  ______________________________________________________________________
 DQ6851  GEOID HEIGHT    -        -27.314 (meters)                     GEOID18
 DQ6851  DYNAMIC HEIGHT  -        433.681 (meters)     1422.84  (feet) COMP
 DQ6851  MODELED GRAVITY -    980,397.5   (mgal)                       NAVD 88
 DQ6851
 DQ6851  VERT ORDER      -  SECOND    CLASS I
 DQ6851
 DQ6851.The horizontal coordinates were determined by differentially corrected
 DQ6851.hand held GPS observations or other comparable positioning techniques
 DQ6851.and have an estimated accuracy of +/- 3 meters.
 DQ6851
 DQ6851.The orthometric height was determined by differential leveling and
 DQ6851.adjusted by the NATIONAL GEODETIC SURVEY
 DQ6851.in May 2019.
 DQ6851
 DQ6851.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ6851.GEOID18 height accuracy estimate available here.
 DQ6851
 DQ6851.Click photographs - Photos may exist for this station.
 DQ6851
 DQ6851.The dynamic height is computed by dividing the NAVD 88
 DQ6851.geopotential number by the normal gravity value computed on the
 DQ6851.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ6851.degrees latitude (g = 980.6199 gals.).
 DQ6851
 DQ6851.The modeled gravity was interpolated from observed gravity values.
 DQ6851
 DQ6851;                    North         East    Units  Estimated Accuracy
 DQ6851;SPC MN S     -   209,280.9     710,175.6     MT  (+/- 3 meters HH1 GPS) 
 DQ6851
 DQ6851_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUJ3000071611(NAD 83)
 DQ6851
 DQ6851                          SUPERSEDED SURVEY CONTROL
 DQ6851
 DQ6851.No superseded survey control is available for this station.
 DQ6851
 DQ6851_MARKER: I = METAL ROD
 DQ6851_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DQ6851_STAMPING: 1706 N RESET 2016
 DQ6851_MARK LOGO: MNDT
 DQ6851_PROJECTION: RECESSED 8 CENTIMETERS
 DQ6851_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DQ6851_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ6851_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ6851+SATELLITE: SATELLITE OBSERVATIONS - September 06, 2023
 DQ6851_ROD/PIPE-DEPTH: 3.4 meters
 DQ6851
 DQ6851  HISTORY     - Date     Condition        Report By
 DQ6851  HISTORY     - 20160609 MONUMENTED       MNDT
 DQ6851  HISTORY     - 20230906 GOOD             MNDT
 DQ6851
 DQ6851                          STATION DESCRIPTION
 DQ6851
 DQ6851'DESCRIBED BY MN DEPT OF TRANSP 2016
 DQ6851'THE MARK IS LOCATED ABOUT 6.8 MI (10.9 KM) NORTH OF WINDOM.
 DQ6851'
 DQ6851'TO REACH THE MARK GO 7.2 MI (11.6 KM) NORTH ALONG TRUNK HIGHWAY 71
 DQ6851'FROM THE NORTH JUNCTION OF TRUNK HIGHWAY 71 AND TRUNK HIGHWAY 60 IN
 DQ6851'WINDOM, AT TRUNK HIGHWAY 71 MILE POINT 36.2.
 DQ6851'
 DQ6851'THE MARK IS LOCATED 74.0 FT (22.6 M) EAST OF TRUNK HIGHWAY 71, 63.0 FT
 DQ6851'(19.2 M) SOUTH OF COUNTY ROAD 3, 1.5 FT (0.5 M) WEST OF A WITNESS
 DQ6851'POST.
 DQ6851'
 DQ6851'NOTE-THE STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM ROD
 DQ6851'DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION REMOVABLE DISK
 DQ6851'SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH PVC
 DQ6851'PIPE BACK FILLED WITH WASHED SAND.
 DQ6851
 DQ6851                          STATION RECOVERY (2023)
 DQ6851
 DQ6851'RECOVERY NOTE BY MN DEPT OF TRANSP 2023 (KMS)
 DQ6851'6.8 MI (10.9 KM) NORTH OF WINDOM, 7.2 MI (11.6 KM) NORTH ALONG TRUNK
 DQ6851'HIGHWAY 71 FROM THE NORTH JUNCTION OF TRUNK HIGHWAY 71 AND TRUNK
 DQ6851'HIGHWAY 60 IN WINDOM, AT TRUNK HIGHWAY 71 MILE POINT 36.2, 74.0 FT
 DQ6851'(22.6 M) EAST OF TRUNK HIGHWAY 71, 63.0 FT (19.2 M) SOUTH OF COUNTY
 DQ6851'ROAD 3, 1.5 FT (0.5 M) WEST OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 OP1312 ***********************************************************************
 OP1312  DESIGNATION -  1706 P
 OP1312  PID         -  OP1312
 OP1312  STATE/COUNTY-  MN/COTTONWOOD
 OP1312  COUNTRY     -  US
 OP1312  USGS QUAD   -  BINGHAM LAKE (2019)
 OP1312
 OP1312                         *CURRENT SURVEY CONTROL
 OP1312  ______________________________________________________________________
 OP1312* NAD 83(1986) POSITION- 43 58 59.60   (N) 095 07 10.79   (W)   HD_HELD1
 OP1312* NAVD 88 ORTHO HEIGHT -   431.493 (meters)     1415.66  (feet) ADJUSTED
 OP1312  ______________________________________________________________________
 OP1312  GEOID HEIGHT    -        -27.313 (meters)                     GEOID18
 OP1312  DYNAMIC HEIGHT  -        431.403 (meters)     1415.36  (feet) COMP
 OP1312  MODELED GRAVITY -    980,398.1   (mgal)                       NAVD 88
 OP1312
 OP1312  VERT ORDER      -  SECOND    CLASS I
 OP1312
 OP1312.The horizontal coordinates were determined by differentially corrected
 OP1312.hand held GPS observations or other comparable positioning techniques
 OP1312.and have an estimated accuracy of +/- 3 meters.
 OP1312
 OP1312.The orthometric height was determined by differential leveling and
 OP1312.adjusted by the NATIONAL GEODETIC SURVEY
 OP1312.in May 2019.
 OP1312
 OP1312.Significant digits in the geoid height do not necessarily reflect accuracy.
 OP1312.GEOID18 height accuracy estimate available here.
 OP1312
 OP1312.Click photographs - Photos may exist for this station.
 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     -   209,863.1     710,176.9     MT  (+/- 3 meters HH1 GPS) 
 OP1312
 OP1312_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUJ3000872193(NAD 83)
 OP1312
 OP1312                          SUPERSEDED SURVEY CONTROL
 OP1312
 OP1312  NAVD 88 (06/15/95)  431.501  (m)         1415.68   (f) SUPERSEDED  2 1
 OP1312
 OP1312.Superseded values are not recommended for survey control.
 OP1312
 OP1312.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OP1312.See file dsdata.pdf to determine how the superseded data were derived.
 OP1312
 OP1312_MARKER: DV = VERTICAL CONTROL DISK
 OP1312_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 OP1312_SP_SET: BOX CULVERT
 OP1312_STAMPING: 1706 P 1981
 OP1312_MARK LOGO: MNDT
 OP1312_MAGNETIC: N = NO MAGNETIC MATERIAL
 OP1312_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OP1312+STABILITY: SURFACE MOTION
 OP1312_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 OP1312+SATELLITE: SATELLITE OBSERVATIONS - June 09, 2016
 OP1312
 OP1312  HISTORY     - Date     Condition        Report By
 OP1312  HISTORY     - 19810401 MONUMENTED       MNDT
 OP1312  HISTORY     - 20160609 GOOD             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.
 OP1312
 OP1312                          STATION RECOVERY (2016)
 OP1312
 OP1312'RECOVERY NOTE BY MN DEPT OF TRANSP 2016 (KMS)
 OP1312'THE MARK IS LOCATED ABOUT 7.2 MI (11.6 KM) NORTH OF WINDOM.
 OP1312'
 OP1312'TO REACH THE MARK IN HEADWALL AT SOUTHEAST CORNER OF TRUNK HIGHWAY 71
 OP1312'BOX CULVERT, 7.6 MI (12.2 KM) NORTH ALONG TRUNK HIGHWAY 71 FROM THE
 OP1312'NORTH JUNCTION OF TRUNK HIGHWAY 71 AND TRUNK HIGHWAY 60 IN WINDOM, AT
 OP1312'TRUNK HIGHWAY 71 MILE POINT 36.6.
 OP1312'
 OP1312'THE MARK IS LOCATED 27.3 FT (8.3 M) EAST OF TRUNK HIGHWAY 71.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 OP1311 ***********************************************************************
 OP1311  DESIGNATION -  1706 Q
 OP1311  PID         -  OP1311
 OP1311  STATE/COUNTY-  MN/COTTONWOOD
 OP1311  COUNTRY     -  US
 OP1311  USGS QUAD   -  BINGHAM LAKE (2019)
 OP1311
 OP1311                         *CURRENT SURVEY CONTROL
 OP1311  ______________________________________________________________________
 OP1311* NAD 83(1986) POSITION- 43 59 32.73   (N) 095 07 09.82   (W)   HD_HELD1
 OP1311* NAVD 88 ORTHO HEIGHT -   434.933 (meters)     1426.94  (feet) ADJUSTED
 OP1311  ______________________________________________________________________
 OP1311  GEOID HEIGHT    -        -27.312 (meters)                     GEOID18
 OP1311  DYNAMIC HEIGHT  -        434.843 (meters)     1426.65  (feet) COMP
 OP1311  MODELED GRAVITY -    980,399.2   (mgal)                       NAVD 88
 OP1311
 OP1311  VERT ORDER      -  SECOND    CLASS I
 OP1311
 OP1311.The horizontal coordinates were determined by differentially corrected
 OP1311.hand held GPS observations or other comparable positioning techniques
 OP1311.and have an estimated accuracy of +/- 3 meters.
 OP1311
 OP1311.The orthometric height was determined by differential leveling and
 OP1311.adjusted by the NATIONAL GEODETIC SURVEY
 OP1311.in May 2019.
 OP1311
 OP1311.Significant digits in the geoid height do not necessarily reflect accuracy.
 OP1311.GEOID18 height accuracy estimate available here.
 OP1311
 OP1311.Click photographs - Photos may exist for this station.
 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     -   210,885.2     710,212.5     MT  (+/- 3 meters HH1 GPS) 
 OP1311
 OP1311_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUJ3005673215(NAD 83)
 OP1311
 OP1311                          SUPERSEDED SURVEY CONTROL
 OP1311
 OP1311  NAVD 88 (06/15/95)  434.931  (m)         1426.94   (f) SUPERSEDED  2 1
 OP1311
 OP1311.Superseded values are not recommended for survey control.
 OP1311
 OP1311.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OP1311.See file dsdata.pdf to determine how the superseded data were derived.
 OP1311
 OP1311_MARKER: DV = VERTICAL CONTROL DISK
 OP1311_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 OP1311_STAMPING: 1706 Q 1981
 OP1311_MARK LOGO: MNHD
 OP1311_PROJECTION: FLUSH
 OP1311_MAGNETIC: I = MARKER IS A STEEL ROD
 OP1311_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OP1311_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OP1311+SATELLITE: SATELLITE OBSERVATIONS - September 06, 2023
 OP1311
 OP1311  HISTORY     - Date     Condition        Report By
 OP1311  HISTORY     - 1981     MONUMENTED       MNDT
 OP1311  HISTORY     - 20160609 GOOD             MNDT
 OP1311  HISTORY     - 20210427 GOOD             MNDT
 OP1311  HISTORY     - 20230906 GOOD             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.
 OP1311
 OP1311                          STATION RECOVERY (2016)
 OP1311
 OP1311'RECOVERY NOTE BY MN DEPT OF TRANSP 2016 (KMS)
 OP1311'RECOVERED AS DESCRIBED.
 OP1311
 OP1311                          STATION RECOVERY (2021)
 OP1311
 OP1311'RECOVERY NOTE BY MN DEPT OF TRANSP 2021 (KMS)
 OP1311'RECOVERED IN GOOD CONDITION.
 OP1311
 OP1311                          STATION RECOVERY (2023)
 OP1311
 OP1311'RECOVERY NOTE BY MN DEPT OF TRANSP 2023 (KMS)
 OP1311'7.8 MI (12.6 KM) NORTH OF WINDOM, 8.2 MI (13.2 KM) NORTH ALONG TRUNK
 OP1311'HIGHWAY 71 FROM THE NORTH JUNCTION OF TRUNK HIGHWAY 71 AND TRUNK
 OP1311'HIGHWAY 60 IN WINDOM, AT TRUNK HIGHWAY 71 MILE POINT 37.2, 73.7 FT
 OP1311'(22.5 M) EAST OF TRUNK HIGHWAY 71, 56.5 FT (17.2 M) SOUTH OF COUNTY
 OP1311'ROAD 50 (340TH STREET), 6.1 FT (1.9 M) SOUTHWEST OF A CABLE WARNING
 OP1311'POST, 0.5 FT (15 CM) WEST OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 PQ1319 ***********************************************************************
 PQ1319  DESIGNATION -  1706 R
 PQ1319  PID         -  PQ1319
 PQ1319  STATE/COUNTY-  MN/COTTONWOOD
 PQ1319  COUNTRY     -  US
 PQ1319  USGS QUAD   -  SANBORN SE (2019)
 PQ1319
 PQ1319                         *CURRENT SURVEY CONTROL
 PQ1319  ______________________________________________________________________
 PQ1319* NAD 83(1986) POSITION- 44 00 25.11   (N) 095 07 10.03   (W)   HD_HELD1
 PQ1319* NAVD 88 ORTHO HEIGHT -   439.326 (meters)     1441.36  (feet) ADJUSTED
 PQ1319  ______________________________________________________________________
 PQ1319  GEOID HEIGHT    -        -27.308 (meters)                     GEOID18
 PQ1319  DYNAMIC HEIGHT  -        439.236 (meters)     1441.06  (feet) COMP
 PQ1319  MODELED GRAVITY -    980,400.0   (mgal)                       NAVD 88
 PQ1319
 PQ1319  VERT ORDER      -  SECOND    CLASS I
 PQ1319
 PQ1319.The horizontal coordinates were determined by differentially corrected
 PQ1319.hand held GPS observations or other comparable positioning techniques
 PQ1319.and have an estimated accuracy of +/- 3 meters.
 PQ1319
 PQ1319.The orthometric height was determined by differential leveling and
 PQ1319.adjusted by the NATIONAL GEODETIC SURVEY
 PQ1319.in May 2019.
 PQ1319
 PQ1319.Significant digits in the geoid height do not necessarily reflect accuracy.
 PQ1319.GEOID18 height accuracy estimate available here.
 PQ1319
 PQ1319.Click photographs - Photos may exist for this station.
 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     -   212,501.7     710,230.0     MT  (+/- 3 meters HH1 GPS) 
 PQ1319
 PQ1319_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUJ3009374831(NAD 83)
 PQ1319
 PQ1319                          SUPERSEDED SURVEY CONTROL
 PQ1319
 PQ1319  NAVD 88 (06/15/95)  439.329  (m)         1441.37   (f) SUPERSEDED  2 1
 PQ1319
 PQ1319.Superseded values are not recommended for survey control.
 PQ1319
 PQ1319.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PQ1319.See file dsdata.pdf to determine how the superseded data were derived.
 PQ1319
 PQ1319_MARKER: DV = VERTICAL CONTROL DISK
 PQ1319_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 PQ1319_STAMPING: 1706 R 1981
 PQ1319_MARK LOGO: MNHD
 PQ1319_PROJECTION: PROJECTING 8 CENTIMETERS
 PQ1319_MAGNETIC: I = MARKER IS A STEEL ROD
 PQ1319_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PQ1319_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PQ1319+SATELLITE: SATELLITE OBSERVATIONS - September 06, 2023
 PQ1319
 PQ1319  HISTORY     - Date     Condition        Report By
 PQ1319  HISTORY     - 1981     MONUMENTED       MNDT
 PQ1319  HISTORY     - 20160609 GOOD             MNDT
 PQ1319  HISTORY     - 20230906 GOOD             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.
 PQ1319
 PQ1319                          STATION RECOVERY (2016)
 PQ1319
 PQ1319'RECOVERY NOTE BY MN DEPT OF TRANSP 2016 (KMS)
 PQ1319'RECOVERED AS DESCRIBED.
 PQ1319
 PQ1319                          STATION RECOVERY (2023)
 PQ1319
 PQ1319'RECOVERY NOTE BY MN DEPT OF TRANSP 2023 (KMS)
 PQ1319'8.8 MI (14.2 KM) NORTH OF WINDOM, 9.2 MI (14.8 KM) NORTH ALONG TRUNK
 PQ1319'HIGHWAY 71 FROM THE NORTH JUNCTION OF TRUNK HIGHWAY 71 AND TRUNK
 PQ1319'HIGHWAY 60 IN WINDOM, AT TRUNK HIGHWAY 71 MILE POINT 38.2, 73.8 FT
 PQ1319'(22.5 M) EAST OF TRUNK HIGHWAY 71, 45.0 FT (13.7 M) SOUTH OF 330TH
 PQ1319'STREET, 0.5 FT (15 CM) WEST OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 PQ1315 ***********************************************************************
 PQ1315  DESIGNATION -  1706 T
 PQ1315  PID         -  PQ1315
 PQ1315  STATE/COUNTY-  MN/COTTONWOOD
 PQ1315  COUNTRY     -  US
 PQ1315  USGS QUAD   -  SANBORN SE (2019)
 PQ1315
 PQ1315                         *CURRENT SURVEY CONTROL
 PQ1315  ______________________________________________________________________
 PQ1315* NAD 83(1986) POSITION- 44 02 08.51   (N) 095 07 10.89   (W)   HD_HELD1
 PQ1315* NAVD 88 ORTHO HEIGHT -   444.292 (meters)     1457.65  (feet) ADJUSTED
 PQ1315  ______________________________________________________________________
 PQ1315  GEOID HEIGHT    -        -27.304 (meters)                     GEOID18
 PQ1315  DYNAMIC HEIGHT  -        444.203 (meters)     1457.36  (feet) COMP
 PQ1315  MODELED GRAVITY -    980,404.8   (mgal)                       NAVD 88
 PQ1315
 PQ1315  VERT ORDER      -  SECOND    CLASS I
 PQ1315
 PQ1315.The horizontal coordinates were determined by differentially corrected
 PQ1315.hand held GPS observations or other comparable positioning techniques
 PQ1315.and have an estimated accuracy of +/- 3 meters.
 PQ1315
 PQ1315.The orthometric height was determined by differential leveling and
 PQ1315.adjusted by the NATIONAL GEODETIC SURVEY
 PQ1315.in May 2019.
 PQ1315
 PQ1315.Significant digits in the geoid height do not necessarily reflect accuracy.
 PQ1315.GEOID18 height accuracy estimate available here.
 PQ1315
 PQ1315.Click photographs - Photos may exist for this station.
 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     -   215,692.9     710,254.5     MT  (+/- 3 meters HH1 GPS) 
 PQ1315
 PQ1315_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUJ3015678022(NAD 83)
 PQ1315
 PQ1315                          SUPERSEDED SURVEY CONTROL
 PQ1315
 PQ1315  NAVD 88 (06/15/95)  444.283  (m)         1457.62   (f) SUPERSEDED  2 1
 PQ1315
 PQ1315.Superseded values are not recommended for survey control.
 PQ1315
 PQ1315.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PQ1315.See file dsdata.pdf to determine how the superseded data were derived.
 PQ1315
 PQ1315_MARKER: DV = VERTICAL CONTROL DISK
 PQ1315_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 PQ1315_STAMPING: 1706 T 1981
 PQ1315_MARK LOGO: MNHD
 PQ1315_PROJECTION: FLUSH
 PQ1315_MAGNETIC: I = MARKER IS A STEEL ROD
 PQ1315_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PQ1315_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PQ1315+SATELLITE: SATELLITE OBSERVATIONS - September 06, 2023
 PQ1315
 PQ1315  HISTORY     - Date     Condition        Report By
 PQ1315  HISTORY     - 1981     MONUMENTED       MNDT
 PQ1315  HISTORY     - 20160609 GOOD             MNDT
 PQ1315  HISTORY     - 20230906 GOOD             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.
 PQ1315
 PQ1315                          STATION RECOVERY (2016)
 PQ1315
 PQ1315'RECOVERY NOTE BY MN DEPT OF TRANSP 2016 (KMS)
 PQ1315'RECOVERED AS DESCRIBED.
 PQ1315
 PQ1315                          STATION RECOVERY (2023)
 PQ1315
 PQ1315'RECOVERY NOTE BY MN DEPT OF TRANSP 2023 (KMS)
 PQ1315'3.9 MI (6.3 KM) SOUTHEAST OF JEFFERS, 3.5 MI (5.6 KM) EAST ALONG TRUNK
 PQ1315'HIGHWAY 30 FROM THE EAST JUNCTION OF TRUNK HIGHWAY 30 AND COUNTY ROAD
 PQ1315'52 IN JEFFERS, THEN 1.0 MI (1.6 KM) SOUTH ON TRUNK HIGHWAY 71, AT
 PQ1315'TRUNK HIGHWAY 71 MILE POINT 40.2, 73.6 FT (22.4 M) EAST OF TRUNK
 PQ1315'HIGHWAY 71, 63.0 FT (19.2 M) SOUTH OF 310TH STREET, 26.9 FT (8.2 M)
 PQ1315'SOUTH OF A TELEPHONE PEDESTAL, 1.0 FT (0.3 M) WEST OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DQ6857 ***********************************************************************
 DQ6857  DESIGNATION -  1706 U
 DQ6857  PID         -  DQ6857
 DQ6857  STATE/COUNTY-  MN/COTTONWOOD
 DQ6857  COUNTRY     -  US
 DQ6857  USGS QUAD   -  BINGHAM LAKE (2019)
 DQ6857
 DQ6857                         *CURRENT SURVEY CONTROL
 DQ6857  ______________________________________________________________________
 DQ6857* NAD 83(1986) POSITION- 43 53 10.96   (N) 095 07 12.32   (W)   HD_HELD1
 DQ6857* NAVD 88 ORTHO HEIGHT -   432.022 (meters)     1417.39  (feet) ADJUSTED
 DQ6857  ______________________________________________________________________
 DQ6857  GEOID HEIGHT    -        -27.313 (meters)                     GEOID18
 DQ6857  DYNAMIC HEIGHT  -        431.929 (meters)     1417.09  (feet) COMP
 DQ6857  MODELED GRAVITY -    980,392.3   (mgal)                       NAVD 88
 DQ6857
 DQ6857  VERT ORDER      -  SECOND    CLASS I
 DQ6857
 DQ6857.The horizontal coordinates were determined by differentially corrected
 DQ6857.hand held GPS observations or other comparable positioning techniques
 DQ6857.and have an estimated accuracy of +/- 3 meters.
 DQ6857
 DQ6857.The orthometric height was determined by differential leveling and
 DQ6857.adjusted by the NATIONAL GEODETIC SURVEY
 DQ6857.in May 2019.
 DQ6857
 DQ6857.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ6857.GEOID18 height accuracy estimate available here.
 DQ6857
 DQ6857.Click photographs - Photos may exist for this station.
 DQ6857
 DQ6857.The dynamic height is computed by dividing the NAVD 88
 DQ6857.geopotential number by the normal gravity value computed on the
 DQ6857.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ6857.degrees latitude (g = 980.6199 gals.).
 DQ6857
 DQ6857.The modeled gravity was interpolated from observed gravity values.
 DQ6857
 DQ6857;                    North         East    Units  Estimated Accuracy
 DQ6857;SPC MN S     -   199,104.4     709,995.3     MT  (+/- 3 meters HH1 GPS) 
 DQ6857
 DQ6857_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUJ2969861437(NAD 83)
 DQ6857
 DQ6857                          SUPERSEDED SURVEY CONTROL
 DQ6857
 DQ6857.No superseded survey control is available for this station.
 DQ6857
 DQ6857_MARKER: I = METAL ROD
 DQ6857_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DQ6857_STAMPING: 1706 U 2016
 DQ6857_MARK LOGO: MNDT
 DQ6857_PROJECTION: RECESSED 8 CENTIMETERS
 DQ6857_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DQ6857_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ6857_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ6857+SATELLITE: SATELLITE OBSERVATIONS - September 06, 2023
 DQ6857_ROD/PIPE-DEPTH: 8.8 meters
 DQ6857
 DQ6857  HISTORY     - Date     Condition        Report By
 DQ6857  HISTORY     - 20160714 MONUMENTED       MNDT
 DQ6857  HISTORY     - 20230906 GOOD             MNDT
 DQ6857
 DQ6857                          STATION DESCRIPTION
 DQ6857
 DQ6857'DESCRIBED BY MN DEPT OF TRANSP 2016
 DQ6857'THE MARK IS LOCATED ABOUT 1.1 MI (1.8 KM) NORTH OF WINDOM.
 DQ6857'
 DQ6857'TO REACH THE MARK GO 0.9 MI (1.4 KM) NORTH ALONG TRUNK HIGHWAY 71 FROM
 DQ6857'THE NORTH JUNCTION OF TRUNK HIGHWAY 71 AND TRUNK HIGHWAY 60 IN WINDOM,
 DQ6857'AT TRUNK HIGHWAY 71 MILE POINT 29.85.
 DQ6857'
 DQ6857'THE MARK IS LOCATED 66.7 FT (20.3 M) EAST OF TRUNK HIGHWAY 71, 8.8 FT
 DQ6857'(2.7 M) WEST OF RIGHT-OF-WAY POST, 8.8 FT (2.7 M) WEST OF A WITNESS
 DQ6857'POST.
 DQ6857'
 DQ6857'NOTE-THE STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM ROD
 DQ6857'DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION REMOVABLE DISK
 DQ6857'SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH PVC
 DQ6857'PIPE BACK FILLED WITH WASHED SAND.
 DQ6857
 DQ6857                          STATION RECOVERY (2023)
 DQ6857
 DQ6857'RECOVERY NOTE BY MN DEPT OF TRANSP 2023 (KMS)
 DQ6857'1.1 MI (1.8 KM) NORTH OF WINDOM, 0.9 MI (1.4 KM) NORTH ALONG TRUNK
 DQ6857'HIGHWAY 71 FROM THE NORTH JUNCTION OF TRUNK HIGHWAY 71 AND TRUNK
 DQ6857'HIGHWAY 60 IN WINDOM, AT TRUNK HIGHWAY 71 MILE POINT 29.85, 66.7 FT
 DQ6857'(20.3 M) EAST OF TRUNK HIGHWAY 71, 8.8 FT (2.7 M) WEST OF A
 DQ6857'RIGHT-OF-WAY POST, 1.0 FT (0.3 M) WEST OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DQ6856 ***********************************************************************
 DQ6856  DESIGNATION -  1706 V
 DQ6856  PID         -  DQ6856
 DQ6856  STATE/COUNTY-  MN/COTTONWOOD
 DQ6856  COUNTRY     -  US
 DQ6856  USGS QUAD   -  BINGHAM LAKE (2019)
 DQ6856
 DQ6856                         *CURRENT SURVEY CONTROL
 DQ6856  ______________________________________________________________________
 DQ6856* NAD 83(1986) POSITION- 43 53 44.74   (N) 095 07 13.89   (W)   HD_HELD1
 DQ6856* NAVD 88 ORTHO HEIGHT -   428.977 (meters)     1407.40  (feet) ADJUSTED
 DQ6856  ______________________________________________________________________
 DQ6856  GEOID HEIGHT    -        -27.313 (meters)                     GEOID18
 DQ6856  DYNAMIC HEIGHT  -        428.885 (meters)     1407.10  (feet) COMP
 DQ6856  MODELED GRAVITY -    980,392.9   (mgal)                       NAVD 88
 DQ6856
 DQ6856  VERT ORDER      -  SECOND    CLASS I
 DQ6856
 DQ6856.The horizontal coordinates were determined by differentially corrected
 DQ6856.hand held GPS observations or other comparable positioning techniques
 DQ6856.and have an estimated accuracy of +/- 3 meters.
 DQ6856
 DQ6856.The orthometric height was determined by differential leveling and
 DQ6856.adjusted by the NATIONAL GEODETIC SURVEY
 DQ6856.in May 2019.
 DQ6856
 DQ6856.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ6856.GEOID18 height accuracy estimate available here.
 DQ6856
 DQ6856.Click photographs - Photos may exist for this station.
 DQ6856
 DQ6856.The dynamic height is computed by dividing the NAVD 88
 DQ6856.geopotential number by the normal gravity value computed on the
 DQ6856.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ6856.degrees latitude (g = 980.6199 gals.).
 DQ6856
 DQ6856.The modeled gravity was interpolated from observed gravity values.
 DQ6856
 DQ6856;                    North         East    Units  Estimated Accuracy
 DQ6856;SPC MN S     -   200,147.3     709,974.6     MT  (+/- 3 meters HH1 GPS) 
 DQ6856
 DQ6856_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUJ2968962481(NAD 83)
 DQ6856
 DQ6856                          SUPERSEDED SURVEY CONTROL
 DQ6856
 DQ6856.No superseded survey control is available for this station.
 DQ6856
 DQ6856_MARKER: I = METAL ROD
 DQ6856_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DQ6856_STAMPING: 1706 V 2016
 DQ6856_MARK LOGO: MNDT
 DQ6856_PROJECTION: RECESSED 5 CENTIMETERS
 DQ6856_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DQ6856_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ6856_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ6856+SATELLITE: SATELLITE OBSERVATIONS - September 06, 2023
 DQ6856_ROD/PIPE-DEPTH: 10.4 meters
 DQ6856
 DQ6856  HISTORY     - Date     Condition        Report By
 DQ6856  HISTORY     - 20160712 MONUMENTED       MNDT
 DQ6856  HISTORY     - 20230906 GOOD             MNDT
 DQ6856
 DQ6856                          STATION DESCRIPTION
 DQ6856
 DQ6856'DESCRIBED BY MN DEPT OF TRANSP 2016
 DQ6856'THE MARK IS LOCATED ABOUT 2.2 MI (3.5 KM) NORTH OF WINDOM.
 DQ6856'
 DQ6856'TO REACH THE MARK GO 1.6 MI (2.6 KM) NORTH ALONG TRUNK HIGHWAY 71 FROM
 DQ6856'THE NORTH JUNCTION OF TRUNK HIGHWAY 71 AND TRUNK HIGHWAY 60 IN WINDOM,
 DQ6856'AT TRUNK HIGHWAY 71 MILE POINT 30.5.
 DQ6856'
 DQ6856'THE MARK IS LOCATED 71.2 FT (21.7 M) WEST OF TRUNK HIGHWAY 71, 3.0 FT
 DQ6856'(0.9 M) EAST OF BURIED CABLE SIGN, 3.0 FT (0.9 M) EAST OF A WITNESS
 DQ6856'POST.
 DQ6856'
 DQ6856'NOTE-THE STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM ROD
 DQ6856'DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION REMOVABLE DISK
 DQ6856'SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH PVC
 DQ6856'PIPE BACK FILLED WITH WASHED SAND.
 DQ6856
 DQ6856                          STATION RECOVERY (2023)
 DQ6856
 DQ6856'RECOVERY NOTE BY MN DEPT OF TRANSP 2023 (KMS)
 DQ6856'2.2 MI (3.5 KM) NORTH OF WINDOM, 1.6 MI (2.6 KM) NORTH ALONG TRUNK
 DQ6856'HIGHWAY 71 FROM THE NORTH JUNCTION OF TRUNK HIGHWAY 71 AND TRUNK
 DQ6856'HIGHWAY 60 IN WINDOM, AT TRUNK HIGHWAY 71 MILE POINT 30.5, 71.2 FT
 DQ6856'(21.7 M) WEST OF TRUNK HIGHWAY 71, 3.0 FT (0.9 M) EAST OF A BURIED
 DQ6856'CABLE SIGN, 3.0 FT (0.9 M) EAST OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DQ6853 ***********************************************************************
 DQ6853  DESIGNATION -  1706 W
 DQ6853  PID         -  DQ6853
 DQ6853  STATE/COUNTY-  MN/COTTONWOOD
 DQ6853  COUNTRY     -  US
 DQ6853  USGS QUAD   -  BINGHAM LAKE (2019)
 DQ6853
 DQ6853                         *CURRENT SURVEY CONTROL
 DQ6853  ______________________________________________________________________
 DQ6853* NAD 83(1986) POSITION- 43 56 55.88   (N) 095 07 10.91   (W)   HD_HELD1
 DQ6853* NAVD 88 ORTHO HEIGHT -   435.773 (meters)     1429.70  (feet) ADJUSTED
 DQ6853  ______________________________________________________________________
 DQ6853  GEOID HEIGHT    -        -27.315 (meters)                     GEOID18
 DQ6853  DYNAMIC HEIGHT  -        435.681 (meters)     1429.40  (feet) COMP
 DQ6853  MODELED GRAVITY -    980,395.1   (mgal)                       NAVD 88
 DQ6853
 DQ6853  VERT ORDER      -  SECOND    CLASS I
 DQ6853
 DQ6853.The horizontal coordinates were determined by differentially corrected
 DQ6853.hand held GPS observations or other comparable positioning techniques
 DQ6853.and have an estimated accuracy of +/- 3 meters.
 DQ6853
 DQ6853.The orthometric height was determined by differential leveling and
 DQ6853.adjusted by the NATIONAL GEODETIC SURVEY
 DQ6853.in May 2019.
 DQ6853
 DQ6853.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ6853.GEOID18 height accuracy estimate available here.
 DQ6853
 DQ6853.Click photographs - Photos may exist for this station.
 DQ6853
 DQ6853.The dynamic height is computed by dividing the NAVD 88
 DQ6853.geopotential number by the normal gravity value computed on the
 DQ6853.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ6853.degrees latitude (g = 980.6199 gals.).
 DQ6853
 DQ6853.The modeled gravity was interpolated from observed gravity values.
 DQ6853
 DQ6853;                    North         East    Units  Estimated Accuracy
 DQ6853;SPC MN S     -   206,045.1     710,121.9     MT  (+/- 3 meters HH1 GPS) 
 DQ6853
 DQ6853_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUJ2990768376(NAD 83)
 DQ6853
 DQ6853                          SUPERSEDED SURVEY CONTROL
 DQ6853
 DQ6853.No superseded survey control is available for this station.
 DQ6853
 DQ6853_MARKER: I = METAL ROD
 DQ6853_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DQ6853_STAMPING: 1706 W 2016
 DQ6853_MARK LOGO: MNDT
 DQ6853_PROJECTION: RECESSED 5 CENTIMETERS
 DQ6853_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DQ6853_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ6853_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ6853+SATELLITE: SATELLITE OBSERVATIONS - September 06, 2023
 DQ6853_ROD/PIPE-DEPTH: 10.4 meters
 DQ6853
 DQ6853  HISTORY     - Date     Condition        Report By
 DQ6853  HISTORY     - 20160712 MONUMENTED       MNDT
 DQ6853  HISTORY     - 20230906 GOOD             MNDT
 DQ6853
 DQ6853                          STATION DESCRIPTION
 DQ6853
 DQ6853'DESCRIBED BY MN DEPT OF TRANSP 2016
 DQ6853'THE MARK IS LOCATED ABOUT 5.65 MI (9.09 KM) NORTH OF WINDOM.
 DQ6853'
 DQ6853'TO REACH THE MARK GO 5.15 MI (8.29 KM) NORTH ALONG TRUNK HIGHWAY 71
 DQ6853'FROM THE NORTH JUNCTION OF TRUNK HIGHWAY 71 AND TRUNK HIGHWAY 60 IN
 DQ6853'WINDOM, AT TRUNK HIGHWAY 71 MILE POINT 34.2.
 DQ6853'
 DQ6853'THE MARK IS LOCATED 67.1 FT (20.5 M) EAST OF TRUNK HIGHWAY 71, 110.2
 DQ6853'FT (33.6 M) SOUTH OF 370TH STREET, 1.5 FT (0.5 M) NORTH OF A WITNESS
 DQ6853'POST.
 DQ6853'
 DQ6853'NOTE-THE STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM ROD
 DQ6853'DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION REMOVABLE DISK
 DQ6853'SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH PVC
 DQ6853'PIPE BACK FILLED WITH WASHED SAND.
 DQ6853
 DQ6853                          STATION RECOVERY (2023)
 DQ6853
 DQ6853'RECOVERY NOTE BY MN DEPT OF TRANSP 2023 (KMS)
 DQ6853'5.65 MI (9.09 KM) NORTH OF WINDOM, 5.15 MI (8.29 KM) NORTH ALONG TRUNK
 DQ6853'HIGHWAY 71 FROM THE NORTH JUNCTION OF TRUNK HIGHWAY 71 AND TRUNK
 DQ6853'HIGHWAY 60 IN WINDOM, AT TRUNK HIGHWAY 71 MILE POINT 34.2, 67.1 FT
 DQ6853'(20.5 M) EAST OF TRUNK HIGHWAY 71, 110.2 FT (33.6 M) SOUTH OF 370TH
 DQ6853'STREET, 1.5 FT (0.5 M) NORTH OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 PQ1286 ***********************************************************************
 PQ1286  DESIGNATION -  1707 A
 PQ1286  PID         -  PQ1286
 PQ1286  STATE/COUNTY-  MN/COTTONWOOD
 PQ1286  COUNTRY     -  US
 PQ1286  USGS QUAD   -  SANBORN NE (2019)
 PQ1286
 PQ1286                         *CURRENT SURVEY CONTROL
 PQ1286  ______________________________________________________________________
 PQ1286* NAD 83(1986) POSITION- 44 11 43.03   (N) 095 07 15.43   (W)   HD_HELD1
 PQ1286* NAVD 88 ORTHO HEIGHT -   320.542 (meters)     1051.64  (feet) ADJUSTED
 PQ1286  ______________________________________________________________________
 PQ1286  GEOID HEIGHT    -        -27.452 (meters)                     GEOID18
 PQ1286  DYNAMIC HEIGHT  -        320.489 (meters)     1051.47  (feet) COMP
 PQ1286  MODELED GRAVITY -    980,441.3   (mgal)                       NAVD 88
 PQ1286
 PQ1286  VERT ORDER      -  SECOND    CLASS I
 PQ1286
 PQ1286.The horizontal coordinates were determined by differentially corrected
 PQ1286.hand held GPS observations or other comparable positioning techniques
 PQ1286.and have an estimated accuracy of +/- 3 meters.
 PQ1286
 PQ1286.The orthometric height was determined by differential leveling and
 PQ1286.adjusted by the NATIONAL GEODETIC SURVEY
 PQ1286.in May 2019.
 PQ1286
 PQ1286.Significant digits in the geoid height do not necessarily reflect accuracy.
 PQ1286.GEOID18 height accuracy estimate available here.
 PQ1286
 PQ1286.Click photographs - Photos may exist for this station.
 PQ1286
 PQ1286.The dynamic height is computed by dividing the NAVD 88
 PQ1286.geopotential number by the normal gravity value computed on the
 PQ1286.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PQ1286.degrees latitude (g = 980.6199 gals.).
 PQ1286
 PQ1286.The modeled gravity was interpolated from observed gravity values.
 PQ1286
 PQ1286;                    North         East    Units  Estimated Accuracy
 PQ1286;SPC MN S     -   233,424.3     710,396.6     MT  (+/- 3 meters HH1 GPS) 
 PQ1286
 PQ1286_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUJ3051295750(NAD 83)
 PQ1286
 PQ1286                          SUPERSEDED SURVEY CONTROL
 PQ1286
 PQ1286  NAVD 88 (06/15/95)  320.537  (m)         1051.63   (f) SUPERSEDED  2 1
 PQ1286
 PQ1286.Superseded values are not recommended for survey control.
 PQ1286
 PQ1286.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PQ1286.See file dsdata.pdf to determine how the superseded data were derived.
 PQ1286
 PQ1286_MARKER: DB = BENCH MARK DISK
 PQ1286_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 PQ1286_STAMPING: 1707 A 1962
 PQ1286_MARK LOGO: MNHD
 PQ1286_PROJECTION: FLUSH
 PQ1286_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 PQ1286_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PQ1286_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 PQ1286+SATELLITE: SATELLITE OBSERVATIONS - September 06, 2023
 PQ1286
 PQ1286  HISTORY     - Date     Condition        Report By
 PQ1286  HISTORY     - 19620601 MONUMENTED       MNHD
 PQ1286  HISTORY     - 19810401 GOOD             MNDT
 PQ1286  HISTORY     - 20050329 GOOD             MNDT
 PQ1286  HISTORY     - 20160614 GOOD             MNDT
 PQ1286  HISTORY     - 20230906 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.
 PQ1286
 PQ1286                          STATION RECOVERY (2005)
 PQ1286
 PQ1286'RECOVERY NOTE BY MN DEPT OF TRANSP 2005 (MPP)
 PQ1286'0.9 MI (1.4 KM) SOUTH OF THE JUNCTION OF TRUNK HIGHWAY 71 AND COUNTY
 PQ1286'ROAD 15 IN SANBORN, 74 FT (22.6 M) EAST OF TRUNK HIGHWAY 71, AT TRUNK
 PQ1286'HIGHWAY 71 MILE POINT 51.2, 66.5 FT (20.3 M) EAST-SOUTHEAST OF STATION
 PQ1286'STENCIL 190, 34.5 FT (10.5 M) NORTHEAST OF POWER POLE WITH GUY WIRE,
 PQ1286'10.2 FT (3.1 M) EAST OF POWER POLE 303-12 WITH GUY WIRE, 8 FT (2.4 M)
 PQ1286'SOUTH OF POWER POLE, 5 FT (1.5 M) SOUTH OF COUNTY ROAD 12 EXTENDED,
 PQ1286'1.9 FT (0.6 M) NORTHWEST OF A FENCE CORNER, 0.6 FT (18 CM) WEST OF A
 PQ1286'WITNESS POST.
 PQ1286
 PQ1286                          STATION RECOVERY (2016)
 PQ1286
 PQ1286'RECOVERY NOTE BY MN DEPT OF TRANSP 2016 (KMS)
 PQ1286'RECOVERED AS DESCRIBED.
 PQ1286
 PQ1286                          STATION RECOVERY (2023)
 PQ1286
 PQ1286'RECOVERY NOTE BY MN DEPT OF TRANSP 2023 (KMS)
 PQ1286'0.9 MI (1.4 KM) SOUTH OF SANBORN, 0.9 MI (1.4 KM) SOUTH ALONG TRUNK
 PQ1286'HIGHWAY 71 FROM THE JUNCTION OF TRUNK HIGHWAY 71 AND COUNTY ROAD 15 IN
 PQ1286'SANBORN, AT TRUNK HIGHWAY 71 MILE POINT 51.2, 74.0 FT (22.6 M) EAST OF
 PQ1286'TRUNK HIGHWAY 71, 5.0 FT (1.5 M) SOUTH OF COUNTY ROAD 12 EXTENDED, 1.9
 PQ1286'FT (0.6 M) NORTHWEST OF A FENCE CORNER, 0.6 FT (18 CM) WEST OF A
 PQ1286'WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 PQ1287 ***********************************************************************
 PQ1287  DESIGNATION -  1707 B
 PQ1287  PID         -  PQ1287
 PQ1287  STATE/COUNTY-  MN/COTTONWOOD
 PQ1287  COUNTRY     -  US
 PQ1287  USGS QUAD   -  SANBORN NE (2019)
 PQ1287
 PQ1287                         *CURRENT SURVEY CONTROL
 PQ1287  ______________________________________________________________________
 PQ1287* NAD 83(2011) POSITION- 44 10 50.79040(N) 095 07 14.96647(W)   ADJUSTED
 PQ1287* NAD 83(2011) ELLIP HT-   311.911 (meters)        (06/27/12)   ADJUSTED
 PQ1287* NAD 83(2011) EPOCH   -  2010.00
 PQ1287* NAVD 88 ORTHO HEIGHT -   339.349 (meters)     1113.35  (feet) ADJUSTED
 PQ1287  ______________________________________________________________________
 PQ1287  GEOID HEIGHT    -        -27.431 (meters)                     GEOID18
 PQ1287  NAD 83(2011) X  -   -408,947.723 (meters)                     COMP
 PQ1287  NAD 83(2011) Y  - -4,563,436.837 (meters)                     COMP
 PQ1287  NAD 83(2011) Z  -  4,422,736.079 (meters)                     COMP
 PQ1287  LAPLACE CORR    -         -3.50  (seconds)                    DEFLEC18
 PQ1287  DYNAMIC HEIGHT  -        339.291 (meters)     1113.16  (feet) COMP
 PQ1287  MODELED GRAVITY -    980,438.5   (mgal)                       NAVD 88
 PQ1287
 PQ1287  VERT ORDER      -  SECOND    CLASS I
 PQ1287
 PQ1287  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 PQ1287  Standards:
 PQ1287         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 PQ1287            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 PQ1287  -------------------------------------------------------------------
 PQ1287  NETWORK    0.37   0.47           0.17   0.12   0.24     -0.06679046
 PQ1287  -------------------------------------------------------------------
 PQ1287  Click here for local accuracies and other accuracy information.
 PQ1287
 PQ1287.The horizontal coordinates were established by GPS observations
 PQ1287.and adjusted by the National Geodetic Survey in June 2012.
 PQ1287
 PQ1287.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 PQ1287.been affixed to the stable North American tectonic plate. See 
 PQ1287.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 PQ1287
 PQ1287.The horizontal coordinates are valid at the epoch date displayed above
 PQ1287.which is a decimal equivalence of Year/Month/Day.
 PQ1287
 PQ1287.The orthometric height was determined by differential leveling and
 PQ1287.adjusted by the NATIONAL GEODETIC SURVEY
 PQ1287.in June 1995.
 PQ1287
 PQ1287.Significant digits in the geoid height do not necessarily reflect accuracy.
 PQ1287.GEOID18 height accuracy estimate available here.
 PQ1287
 PQ1287.Click photographs - Photos may exist for this station.
 PQ1287
 PQ1287.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 PQ1287
 PQ1287.The Laplace correction was computed from DEFLEC18 derived deflections.
 PQ1287
 PQ1287.The ellipsoidal height was determined by GPS observations
 PQ1287.and is referenced to NAD 83.
 PQ1287
 PQ1287.The dynamic height is computed by dividing the NAVD 88
 PQ1287.geopotential number by the normal gravity value computed on the
 PQ1287.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PQ1287.degrees latitude (g = 980.6199 gals.).
 PQ1287
 PQ1287.The modeled gravity was interpolated from observed gravity values.
 PQ1287
 PQ1287. The following values were computed from the NAD 83(2011) position.
 PQ1287
 PQ1287;                    North         East     Units Scale Factor Converg.
 PQ1287;SPC MN S     -   231,812.021   710,384.773   MT  0.99993762   -0 47 08.2
 PQ1287;SPC MN S     -   760,536.61  2,330,654.04   sFT  0.99993762   -0 47 08.2
 PQ1287;UTM  15      - 4,894,138.499   330,480.777   MT  0.99995343   -1 28 42.3
 PQ1287
 PQ1287!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PQ1287!SPC MN S     -   0.99995109  x   0.99993762  =   0.99988872
 PQ1287!UTM  15      -   0.99995109  x   0.99995343  =   0.99990453
 PQ1287
 PQ1287_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUJ3048094138(NAD 83)
 PQ1287
 PQ1287                          SUPERSEDED SURVEY CONTROL
 PQ1287
 PQ1287  NAD 83(2007)-  44 10 50.79047(N)    095 07 14.96740(W) AD(2002.00) 0
 PQ1287  ELLIP H (02/10/07)  311.948  (m)                       GP(2002.00)    
 PQ1287  NAD 83(1996)-  44 10 50.78983(N)    095 07 14.96668(W) AD(       ) 1
 PQ1287  ELLIP H (05/30/05)  311.989  (m)                       GP(       ) 3 2
 PQ1287  NAVD 88             339.35   (m)         1113.4    (f) LEVELING    3  
 PQ1287
 PQ1287.Superseded values are not recommended for survey control.
 PQ1287
 PQ1287.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PQ1287.See file dsdata.pdf to determine how the superseded data were derived.
 PQ1287
 PQ1287_MARKER: DB = BENCH MARK DISK
 PQ1287_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 PQ1287_STAMPING: 1707 B 1962
 PQ1287_MARK LOGO: MNHD
 PQ1287_PROJECTION: RECESSED 8 CENTIMETERS
 PQ1287_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT
 PQ1287_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PQ1287_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PQ1287+SATELLITE: SATELLITE OBSERVATIONS - September 06, 2023
 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  HISTORY     - 20160614 GOOD             MNDT
 PQ1287  HISTORY     - 20191017 GOOD             MNDT
 PQ1287  HISTORY     - 20230906 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.
 PQ1287
 PQ1287                          STATION RECOVERY (2016)
 PQ1287
 PQ1287'RECOVERY NOTE BY MN DEPT OF TRANSP 2016 (KMS)
 PQ1287'RECOVERED AS DESCRIBED.
 PQ1287
 PQ1287                          STATION RECOVERY (2019)
 PQ1287
 PQ1287'RECOVERY NOTE BY MN DEPT OF TRANSP 2019 (MPP)
 PQ1287'1.8 MI (2.9 KM) SOUTH OF SANBORN, 1.9 MI (3.1 KM) SOUTH ALONG TRUNK
 PQ1287'HIGHWAY 71 FROM THE JUNCTION OF TRUNK HIGHWAY 71 AND COUNTY ROAD 15 IN
 PQ1287'SANBORN, AT TRUNK HIGHWAY 71 MILE POINT 50.2, 72.6 FT (22.1 M) EAST OF
 PQ1287'TRUNK HIGHWAY 71, 34.0 FT (10.4 M) NORTH OF 210TH STREET, 0.6 FT (18
 PQ1287'CM) WEST OF A WITNESS POST.
 PQ1287
 PQ1287                          STATION RECOVERY (2023)
 PQ1287
 PQ1287'RECOVERY NOTE BY MN DEPT OF TRANSP 2023 (KMS)
 PQ1287'1.8 MI (2.9 KM) SOUTH OF SANBORN, 1.9 MI (3.1 KM) SOUTH ALONG TRUNK
 PQ1287'HIGHWAY 71 FROM THE JUNCTION OF TRUNK HIGHWAY 71 AND COUNTY ROAD 15 IN
 PQ1287'SANBORN, AT TRUNK HIGHWAY 71 MILE POINT 50.2, 72.6 FT (22.1 M) EAST OF
 PQ1287'TRUNK HIGHWAY 71, 34.0 FT (10.4 M) NORTH OF 210TH STREET, 1.0 FT (0.3
 PQ1287'M) SOUTH OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 PQ1288 ***********************************************************************
 PQ1288  DESIGNATION -  1707 B 1
 PQ1288  PID         -  PQ1288
 PQ1288  STATE/COUNTY-  MN/COTTONWOOD
 PQ1288  COUNTRY     -  US
 PQ1288  USGS QUAD   -  SANBORN NE (2019)
 PQ1288
 PQ1288                         *CURRENT SURVEY CONTROL
 PQ1288  ______________________________________________________________________
 PQ1288* NAD 83(1986) POSITION- 44 10 48.08   (N) 095 07 15.15   (W)   HD_HELD1
 PQ1288* NAVD 88 ORTHO HEIGHT -   336.623 (meters)     1104.40  (feet) ADJUSTED
 PQ1288  ______________________________________________________________________
 PQ1288  GEOID HEIGHT    -        -27.430 (meters)                     GEOID18
 PQ1288  DYNAMIC HEIGHT  -        336.566 (meters)     1104.22  (feet) COMP
 PQ1288  MODELED GRAVITY -    980,438.3   (mgal)                       NAVD 88
 PQ1288
 PQ1288  VERT ORDER      -  SECOND    CLASS I
 PQ1288
 PQ1288.The horizontal coordinates were determined by differentially corrected
 PQ1288.hand held GPS observations or other comparable positioning techniques
 PQ1288.and have an estimated accuracy of +/- 3 meters.
 PQ1288
 PQ1288.The orthometric height was determined by differential leveling and
 PQ1288.adjusted by the NATIONAL GEODETIC SURVEY
 PQ1288.in May 2019.
 PQ1288
 PQ1288.Significant digits in the geoid height do not necessarily reflect accuracy.
 PQ1288.GEOID18 height accuracy estimate available here.
 PQ1288
 PQ1288.Click photographs - Photos may exist for this station.
 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     -   231,728.4     710,379.6     MT  (+/- 3 meters HH1 GPS) 
 PQ1288
 PQ1288_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUJ3047494054(NAD 83)
 PQ1288
 PQ1288                          SUPERSEDED SURVEY CONTROL
 PQ1288
 PQ1288  NAVD 88 (06/15/95)  336.626  (m)         1104.41   (f) SUPERSEDED  2 1
 PQ1288
 PQ1288.Superseded values are not recommended for survey control.
 PQ1288
 PQ1288.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PQ1288.See file dsdata.pdf to determine how the superseded data were derived.
 PQ1288
 PQ1288_MARKER: DB = BENCH MARK DISK
 PQ1288_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 PQ1288_SP_SET: BOX CULVERT
 PQ1288_STAMPING: 1707 B 1 1981
 PQ1288_MARK LOGO: MNHD
 PQ1288_MAGNETIC: N = NO MAGNETIC MATERIAL
 PQ1288_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PQ1288+STABILITY: SURFACE MOTION
 PQ1288_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 PQ1288+SATELLITE: SATELLITE OBSERVATIONS - June 14, 2016
 PQ1288
 PQ1288  HISTORY     - Date     Condition        Report By
 PQ1288  HISTORY     - 1981     MONUMENTED       MNDT
 PQ1288  HISTORY     - 20160614 GOOD             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.
 PQ1288
 PQ1288                          STATION RECOVERY (2016)
 PQ1288
 PQ1288'RECOVERY NOTE BY MN DEPT OF TRANSP 2016 (KMS)
 PQ1288'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 PQ1289 ***********************************************************************
 PQ1289  DESIGNATION -  1707 C
 PQ1289  PID         -  PQ1289
 PQ1289  STATE/COUNTY-  MN/COTTONWOOD
 PQ1289  COUNTRY     -  US
 PQ1289  USGS QUAD   -  SANBORN NE (2019)
 PQ1289
 PQ1289                         *CURRENT SURVEY CONTROL
 PQ1289  ______________________________________________________________________
 PQ1289* NAD 83(1986) POSITION- 44 10 24.32   (N) 095 07 16.96   (W)   HD_HELD1
 PQ1289* NAVD 88 ORTHO HEIGHT -   345.249 (meters)     1132.70  (feet) ADJUSTED
 PQ1289  ______________________________________________________________________
 PQ1289  GEOID HEIGHT    -        -27.420 (meters)                     GEOID18
 PQ1289  DYNAMIC HEIGHT  -        345.190 (meters)     1132.51  (feet) COMP
 PQ1289  MODELED GRAVITY -    980,436.9   (mgal)                       NAVD 88
 PQ1289
 PQ1289  VERT ORDER      -  SECOND    CLASS I
 PQ1289
 PQ1289.The horizontal coordinates were determined by differentially corrected
 PQ1289.hand held GPS observations or other comparable positioning techniques
 PQ1289.and have an estimated accuracy of +/- 3 meters.
 PQ1289
 PQ1289.The orthometric height was determined by differential leveling and
 PQ1289.adjusted by the NATIONAL GEODETIC SURVEY
 PQ1289.in June 1995.
 PQ1289
 PQ1289.Significant digits in the geoid height do not necessarily reflect accuracy.
 PQ1289.GEOID18 height accuracy estimate available here.
 PQ1289
 PQ1289.Click photographs - Photos may exist for this station.
 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     -   230,995.7     710,329.3     MT  (+/- 3 meters HH1 GPS) 
 PQ1289
 PQ1289_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUJ3041593322(NAD 83)
 PQ1289
 PQ1289                          SUPERSEDED SURVEY CONTROL
 PQ1289
 PQ1289.No superseded survey control is available for this station.
 PQ1289
 PQ1289_MARKER: DB = BENCH MARK DISK
 PQ1289_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 PQ1289_STAMPING: 1707 C 1962
 PQ1289_MARK LOGO: MNHD
 PQ1289_PROJECTION: RECESSED 10 CENTIMETERS
 PQ1289_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT
 PQ1289_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PQ1289_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 PQ1289+SATELLITE: SATELLITE OBSERVATIONS - September 06, 2023
 PQ1289
 PQ1289  HISTORY     - Date     Condition        Report By
 PQ1289  HISTORY     - 1962     MONUMENTED       MNHD
 PQ1289  HISTORY     - 19810401 GOOD             MNDT
 PQ1289  HISTORY     - 20160614 GOOD             MNDT
 PQ1289  HISTORY     - 20230906 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.
 PQ1289
 PQ1289                          STATION RECOVERY (2016)
 PQ1289
 PQ1289'RECOVERY NOTE BY MN DEPT OF TRANSP 2016 (KMS)
 PQ1289'RECOVERED AS DESCRIBED.
 PQ1289
 PQ1289                          STATION RECOVERY (2023)
 PQ1289
 PQ1289'RECOVERY NOTE BY MN DEPT OF TRANSP 2023 (KMS)
 PQ1289'2.3 MI (3.7 KM) SOUTH OF SANBORN, 2.4 MI (3.9 KM) SOUTH ALONG TRUNK
 PQ1289'HIGHWAY 71 FROM THE JUNCTION OF TRUNK HIGHWAY 71 AND COUNTY ROAD 15.0
 PQ1289'IN SANBORN, AT TRUNK HIGHWAY 71 MILE POINT 49.7, 80.4 FT (24.5 M) WEST
 PQ1289'OF TRUNK HIGHWAY 71, 15.0 FT (4.6 M) SOUTH OF A FIELD ENTRANCE, 3.6 FT
 PQ1289'(1.1 M) WEST OF A FENCE CORNER, 0.5 FT (15 CM) EAST OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 PQ1290 ***********************************************************************
 PQ1290  DESIGNATION -  1707 D
 PQ1290  PID         -  PQ1290
 PQ1290  STATE/COUNTY-  MN/COTTONWOOD
 PQ1290  COUNTRY     -  US
 PQ1290  USGS QUAD   -  SANBORN NE (2019)
 PQ1290
 PQ1290                         *CURRENT SURVEY CONTROL
 PQ1290  ______________________________________________________________________
 PQ1290* NAD 83(1986) POSITION- 44 09 58.69   (N) 095 07 18.11   (W)   HD_HELD1
 PQ1290* NAVD 88 ORTHO HEIGHT -   354.625 (meters)     1163.47  (feet) ADJUSTED
 PQ1290  ______________________________________________________________________
 PQ1290  GEOID HEIGHT    -        -27.410 (meters)                     GEOID18
 PQ1290  DYNAMIC HEIGHT  -        354.563 (meters)     1163.26  (feet) COMP
 PQ1290  MODELED GRAVITY -    980,435.4   (mgal)                       NAVD 88
 PQ1290
 PQ1290  VERT ORDER      -  SECOND    CLASS I
 PQ1290
 PQ1290.The horizontal coordinates were determined by differentially corrected
 PQ1290.hand held GPS observations or other comparable positioning techniques
 PQ1290.and have an estimated accuracy of +/- 3 meters.
 PQ1290
 PQ1290.The orthometric height was determined by differential leveling and
 PQ1290.adjusted by the NATIONAL GEODETIC SURVEY
 PQ1290.in June 1995.
 PQ1290
 PQ1290.Significant digits in the geoid height do not necessarily reflect accuracy.
 PQ1290.GEOID18 height accuracy estimate available here.
 PQ1290
 PQ1290.Click photographs - Photos may exist for this station.
 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     -   230,205.1     710,292.9     MT  (+/- 3 meters HH1 GPS) 
 PQ1290
 PQ1290_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUJ3036992532(NAD 83)
 PQ1290
 PQ1290                          SUPERSEDED SURVEY CONTROL
 PQ1290
 PQ1290.No superseded survey control is available for this station.
 PQ1290
 PQ1290_MARKER: DB = BENCH MARK DISK
 PQ1290_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 PQ1290_STAMPING: 1707 D 1962
 PQ1290_MARK LOGO: MNHD
 PQ1290_PROJECTION: RECESSED 8 CENTIMETERS
 PQ1290_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT
 PQ1290_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PQ1290_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PQ1290+SATELLITE: SATELLITE OBSERVATIONS - September 06, 2023
 PQ1290
 PQ1290  HISTORY     - Date     Condition        Report By
 PQ1290  HISTORY     - 1962     MONUMENTED       MNHD
 PQ1290  HISTORY     - 19810401 GOOD             MNDT
 PQ1290  HISTORY     - 20160614 GOOD             MNDT
 PQ1290  HISTORY     - 20210427 GOOD             MNDT
 PQ1290  HISTORY     - 20230906 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.
 PQ1290
 PQ1290                          STATION RECOVERY (2016)
 PQ1290
 PQ1290'RECOVERY NOTE BY MN DEPT OF TRANSP 2016 (KMS)
 PQ1290'RECOVERED AS DESCRIBED.
 PQ1290
 PQ1290                          STATION RECOVERY (2021)
 PQ1290
 PQ1290'RECOVERY NOTE BY MN DEPT OF TRANSP 2021 (KMS)
 PQ1290'RECOVERED IN GOOD CONDITION.
 PQ1290
 PQ1290                          STATION RECOVERY (2023)
 PQ1290
 PQ1290'RECOVERY NOTE BY MN DEPT OF TRANSP 2023 (KMS)
 PQ1290'2.8 MI (4.5 KM) SOUTH OF SANBORN, 2.9 MI (4.7 KM) SOUTH ALONG TRUNK
 PQ1290'HIGHWAY 71 FROM THE JUNCTION OF TRUNK HIGHWAY 71 AND COUNTY ROAD 15 IN
 PQ1290'SANBORN, AT TRUNK HIGHWAY 71 MILE POINT 49.2, 158.5 FT (48.3 M) WEST
 PQ1290'OF TRUNK HIGHWAY 71, 47.0 FT (14.3 M) NORTH OF COUNTY ROAD 11, 2.8 FT
 PQ1290'(0.9 M) SOUTH OF A RIGHT-OF-WAY POST, 0.5 FT (15 CM) EAST OF A WITNESS
 PQ1290'POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 PQ1291 ***********************************************************************
 PQ1291  DESIGNATION -  1707 E
 PQ1291  PID         -  PQ1291
 PQ1291  STATE/COUNTY-  MN/COTTONWOOD
 PQ1291  COUNTRY     -  US
 PQ1291  USGS QUAD   -  SANBORN NE (2019)
 PQ1291
 PQ1291                         *CURRENT SURVEY CONTROL
 PQ1291  ______________________________________________________________________
 PQ1291* NAD 83(1986) POSITION- 44 09 32.13   (N) 095 07 16.57   (W)   HD_HELD1
 PQ1291* NAVD 88 ORTHO HEIGHT -   352.396 (meters)     1156.15  (feet) ADJUSTED
 PQ1291  ______________________________________________________________________
 PQ1291  GEOID HEIGHT    -        -27.401 (meters)                     GEOID18
 PQ1291  DYNAMIC HEIGHT  -        352.335 (meters)     1155.95  (feet) COMP
 PQ1291  MODELED GRAVITY -    980,433.7   (mgal)                       NAVD 88
 PQ1291
 PQ1291  VERT ORDER      -  SECOND    CLASS I
 PQ1291
 PQ1291.The horizontal coordinates were determined by differentially corrected
 PQ1291.hand held GPS observations or other comparable positioning techniques
 PQ1291.and have an estimated accuracy of +/- 3 meters.
 PQ1291
 PQ1291.The orthometric height was determined by differential leveling and
 PQ1291.adjusted by the NATIONAL GEODETIC SURVEY
 PQ1291.in June 1995.
 PQ1291
 PQ1291.Significant digits in the geoid height do not necessarily reflect accuracy.
 PQ1291.GEOID18 height accuracy estimate available here.
 PQ1291
 PQ1291.Click photographs - Photos may exist for this station.
 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     -   229,385.0     710,315.9     MT  (+/- 3 meters HH1 GPS) 
 PQ1291
 PQ1291_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUJ3038291712(NAD 83)
 PQ1291
 PQ1291                          SUPERSEDED SURVEY CONTROL
 PQ1291
 PQ1291.No superseded survey control is available for this station.
 PQ1291
 PQ1291_MARKER: DB = BENCH MARK DISK
 PQ1291_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 PQ1291_STAMPING: 1707 E 1962
 PQ1291_MARK LOGO: MNHD
 PQ1291_PROJECTION: PROJECTING 8 CENTIMETERS
 PQ1291_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT
 PQ1291_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PQ1291_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 PQ1291+SATELLITE: SATELLITE OBSERVATIONS - September 06, 2023
 PQ1291
 PQ1291  HISTORY     - Date     Condition        Report By
 PQ1291  HISTORY     - 1962     MONUMENTED       MNHD
 PQ1291  HISTORY     - 19810401 GOOD             MNDT
 PQ1291  HISTORY     - 20160614 GOOD             MNDT
 PQ1291  HISTORY     - 20230906 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.
 PQ1291
 PQ1291                          STATION RECOVERY (2016)
 PQ1291
 PQ1291'RECOVERY NOTE BY MN DEPT OF TRANSP 2016 (KMS)
 PQ1291'RECOVERED AS DESCRIBED.
 PQ1291
 PQ1291                          STATION RECOVERY (2023)
 PQ1291
 PQ1291'RECOVERY NOTE BY MN DEPT OF TRANSP 2023 (KMS)
 PQ1291'3.3 MI (5.3 KM) SOUTH OF SANBORN, 3.4 MI (5.5 KM) SOUTH ALONG TRUNK
 PQ1291'HIGHWAY 71 FROM THE JUNCTION OF TRUNK HIGHWAY 71 AND COUNTY ROAD 15 IN
 PQ1291'SANBORN, AT TRUNK HIGHWAY 71 MILE POINT 48.7, 73.5 FT (22.4 M) WEST OF
 PQ1291'TRUNK HIGHWAY 71, 9.5 FT (2.9 M) EAST OF A 6.0 INCH (15 CM) DIAMETER
 PQ1291'CEDAR TREE, 0.5 FT (15 CM) EAST OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 PQ1292 ***********************************************************************
 PQ1292  DESIGNATION -  1707 F
 PQ1292  PID         -  PQ1292
 PQ1292  STATE/COUNTY-  MN/COTTONWOOD
 PQ1292  COUNTRY     -  US
 PQ1292  USGS QUAD   -  SANBORN NE (2019)
 PQ1292
 PQ1292                         *CURRENT SURVEY CONTROL
 PQ1292  ______________________________________________________________________
 PQ1292* NAD 83(1986) POSITION- 44 08 49.25   (N) 095 07 14.96   (W)   HD_HELD1
 PQ1292* NAVD 88 ORTHO HEIGHT -   345.248 (meters)     1132.70  (feet) ADJUSTED
 PQ1292  ______________________________________________________________________
 PQ1292  GEOID HEIGHT    -        -27.387 (meters)                     GEOID18
 PQ1292  DYNAMIC HEIGHT  -        345.187 (meters)     1132.50  (feet) COMP
 PQ1292  MODELED GRAVITY -    980,431.0   (mgal)                       NAVD 88
 PQ1292
 PQ1292  VERT ORDER      -  SECOND    CLASS I
 PQ1292
 PQ1292.The horizontal coordinates were determined by differentially corrected
 PQ1292.hand held GPS observations or other comparable positioning techniques
 PQ1292.and have an estimated accuracy of +/- 3 meters.
 PQ1292
 PQ1292.The orthometric height was determined by differential leveling and
 PQ1292.adjusted by the NATIONAL GEODETIC SURVEY
 PQ1292.in May 2019.
 PQ1292
 PQ1292.Significant digits in the geoid height do not necessarily reflect accuracy.
 PQ1292.GEOID18 height accuracy estimate available here.
 PQ1292
 PQ1292.Click photographs - Photos may exist for this station.
 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     -   228,061.2     710,333.5     MT  (+/- 3 meters HH1 GPS) 
 PQ1292
 PQ1292_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUJ3038490388(NAD 83)
 PQ1292
 PQ1292                          SUPERSEDED SURVEY CONTROL
 PQ1292
 PQ1292  NAVD 88 (06/15/95)  345.260  (m)         1132.74   (f) SUPERSEDED  2 1
 PQ1292
 PQ1292.Superseded values are not recommended for survey control.
 PQ1292
 PQ1292.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PQ1292.See file dsdata.pdf to determine how the superseded data were derived.
 PQ1292
 PQ1292_MARKER: DB = BENCH MARK DISK
 PQ1292_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 PQ1292_SP_SET: BOX CULVERT
 PQ1292_STAMPING: 1707 F 1962
 PQ1292_MARK LOGO: MNHD
 PQ1292_MAGNETIC: N = NO MAGNETIC MATERIAL
 PQ1292_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PQ1292+STABILITY: SURFACE MOTION
 PQ1292_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 PQ1292+SATELLITE: SATELLITE OBSERVATIONS - June 14, 2016
 PQ1292
 PQ1292  HISTORY     - Date     Condition        Report By
 PQ1292  HISTORY     - 1962     MONUMENTED       MNHD
 PQ1292  HISTORY     - 19810401 GOOD             MNDT
 PQ1292  HISTORY     - 20160614 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.
 PQ1292
 PQ1292                          STATION RECOVERY (2016)
 PQ1292
 PQ1292'RECOVERY NOTE BY MN DEPT OF TRANSP 2016 (KMS)
 PQ1292'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 PQ1293 ***********************************************************************
 PQ1293  DESIGNATION -  1707 G
 PQ1293  PID         -  PQ1293
 PQ1293  STATE/COUNTY-  MN/COTTONWOOD
 PQ1293  COUNTRY     -  US
 PQ1293  USGS QUAD   -  SANBORN NE (2019)
 PQ1293
 PQ1293                         *CURRENT SURVEY CONTROL
 PQ1293  ______________________________________________________________________
 PQ1293* NAD 83(1986) POSITION- 44 08 44.98   (N) 095 07 14.87   (W)   HD_HELD1
 PQ1293* NAVD 88 ORTHO HEIGHT -   345.154 (meters)     1132.39  (feet) ADJUSTED
 PQ1293  ______________________________________________________________________
 PQ1293  GEOID HEIGHT    -        -27.386 (meters)                     GEOID18
 PQ1293  DYNAMIC HEIGHT  -        345.092 (meters)     1132.19  (feet) COMP
 PQ1293  MODELED GRAVITY -    980,430.7   (mgal)                       NAVD 88
 PQ1293
 PQ1293  VERT ORDER      -  SECOND    CLASS I
 PQ1293
 PQ1293.The horizontal coordinates were determined by differentially corrected
 PQ1293.hand held GPS observations or other comparable positioning techniques
 PQ1293.and have an estimated accuracy of +/- 3 meters.
 PQ1293
 PQ1293.The orthometric height was determined by differential leveling and
 PQ1293.adjusted by the NATIONAL GEODETIC SURVEY
 PQ1293.in May 2019.
 PQ1293
 PQ1293.Significant digits in the geoid height do not necessarily reflect accuracy.
 PQ1293.GEOID18 height accuracy estimate available here.
 PQ1293
 PQ1293.Click photographs - Photos may exist for this station.
 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     -   227,929.4     710,333.7     MT  (+/- 3 meters HH1 GPS) 
 PQ1293
 PQ1293_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUJ3038290256(NAD 83)
 PQ1293
 PQ1293                          SUPERSEDED SURVEY CONTROL
 PQ1293
 PQ1293  NAVD 88 (06/15/95)  345.169  (m)         1132.44   (f) SUPERSEDED  2 1
 PQ1293
 PQ1293.Superseded values are not recommended for survey control.
 PQ1293
 PQ1293.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PQ1293.See file dsdata.pdf to determine how the superseded data were derived.
 PQ1293
 PQ1293_MARKER: DB = BENCH MARK DISK
 PQ1293_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 PQ1293_SP_SET: 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_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 PQ1293+SATELLITE: SATELLITE OBSERVATIONS - June 14, 2016
 PQ1293
 PQ1293  HISTORY     - Date     Condition        Report By
 PQ1293  HISTORY     - 1962     MONUMENTED       MNHD
 PQ1293  HISTORY     - 19810401 GOOD             MNDT
 PQ1293  HISTORY     - 20160614 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.
 PQ1293
 PQ1293                          STATION RECOVERY (2016)
 PQ1293
 PQ1293'RECOVERY NOTE BY MN DEPT OF TRANSP 2016 (KMS)
 PQ1293'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 PQ1294 ***********************************************************************
 PQ1294  DESIGNATION -  1707 H
 PQ1294  PID         -  PQ1294
 PQ1294  STATE/COUNTY-  MN/COTTONWOOD
 PQ1294  COUNTRY     -  US
 PQ1294  USGS QUAD   -  SANBORN NE (2019)
 PQ1294
 PQ1294                         *CURRENT SURVEY CONTROL
 PQ1294  ______________________________________________________________________
 PQ1294* NAD 83(1986) POSITION- 44 08 13.79   (N) 095 07 13.94   (W)   HD_HELD1
 PQ1294* NAVD 88 ORTHO HEIGHT -   353.183 (meters)     1158.73  (feet) ADJUSTED
 PQ1294  ______________________________________________________________________
 PQ1294  GEOID HEIGHT    -        -27.376 (meters)                     GEOID18
 PQ1294  DYNAMIC HEIGHT  -        353.120 (meters)     1158.53  (feet) COMP
 PQ1294  MODELED GRAVITY -    980,428.6   (mgal)                       NAVD 88
 PQ1294
 PQ1294  VERT ORDER      -  SECOND    CLASS I
 PQ1294
 PQ1294.The horizontal coordinates were determined by differentially corrected
 PQ1294.hand held GPS observations or other comparable positioning techniques
 PQ1294.and have an estimated accuracy of +/- 3 meters.
 PQ1294
 PQ1294.The orthometric height was determined by differential leveling and
 PQ1294.adjusted by the NATIONAL GEODETIC SURVEY
 PQ1294.in May 2019.
 PQ1294
 PQ1294.Significant digits in the geoid height do not necessarily reflect accuracy.
 PQ1294.GEOID18 height accuracy estimate available here.
 PQ1294
 PQ1294.Click photographs - Photos may exist for this station.
 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     -   226,966.6     710,341.1     MT  (+/- 3 meters HH1 GPS) 
 PQ1294
 PQ1294_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUJ3037889293(NAD 83)
 PQ1294
 PQ1294                          SUPERSEDED SURVEY CONTROL
 PQ1294
 PQ1294  NAVD 88 (06/15/95)  353.186  (m)         1158.74   (f) SUPERSEDED  2 1
 PQ1294
 PQ1294.Superseded values are not recommended for survey control.
 PQ1294
 PQ1294.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PQ1294.See file dsdata.pdf to determine how the superseded data were derived.
 PQ1294
 PQ1294_MARKER: DB = BENCH MARK DISK
 PQ1294_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 PQ1294_STAMPING: 1707 H 1962 SEC. COR. 80.23 FT
 PQ1294_MARK LOGO: MNHD
 PQ1294_PROJECTION: PROJECTING 10 CENTIMETERS
 PQ1294_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT
 PQ1294_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PQ1294_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PQ1294+SATELLITE: SATELLITE OBSERVATIONS - September 06, 2023
 PQ1294
 PQ1294  HISTORY     - Date     Condition        Report By
 PQ1294  HISTORY     - 1962     MONUMENTED       MNHD
 PQ1294  HISTORY     - 19810401 GOOD             MNDT
 PQ1294  HISTORY     - 20160614 GOOD             MNDT
 PQ1294  HISTORY     - 20230906 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.
 PQ1294
 PQ1294                          STATION RECOVERY (2016)
 PQ1294
 PQ1294'RECOVERY NOTE BY MN DEPT OF TRANSP 2016 (KMS)
 PQ1294'RECOVERED AS DESCRIBED.
 PQ1294
 PQ1294                          STATION RECOVERY (2023)
 PQ1294
 PQ1294'RECOVERY NOTE BY MN DEPT OF TRANSP 2023 (KMS)
 PQ1294'4.8 MI (7.7 KM) SOUTH OF SANBORN, 4.9 MI (7.9 KM) SOUTH ALONG TRUNK
 PQ1294'HIGHWAY 71 FROM THE JUNCTION OF TRUNK HIGHWAY 71 AND COUNTY ROAD 15 IN
 PQ1294'SANBORN, AT TRUNK HIGHWAY 71 MILE POINT 47.15, 75.0 FT (22.9 M) EAST
 PQ1294'OF TRUNK HIGHWAY 71, 3.0 FT (0.9 M) SOUTH OF A FENCE CORNER, 3.0 FT
 PQ1294'(0.9 M) SOUTH OF 240TH STREET EXTENDED, 0.5 FT (15 CM) WEST OF A
 PQ1294'WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 PQ1297 ***********************************************************************
 PQ1297  DESIGNATION -  1707 K
 PQ1297  PID         -  PQ1297
 PQ1297  STATE/COUNTY-  MN/COTTONWOOD
 PQ1297  COUNTRY     -  US
 PQ1297  USGS QUAD   -  SANBORN SE (2019)
 PQ1297
 PQ1297                         *CURRENT SURVEY CONTROL
 PQ1297  ______________________________________________________________________
 PQ1297* NAD 83(1986) POSITION- 44 07 23.86   (N) 095 07 13.49   (W)   HD_HELD1
 PQ1297* NAVD 88 ORTHO HEIGHT -   361.440 (meters)     1185.82  (feet) ADJUSTED
 PQ1297  ______________________________________________________________________
 PQ1297  GEOID HEIGHT    -        -27.358 (meters)                     GEOID18
 PQ1297  DYNAMIC HEIGHT  -        361.374 (meters)     1185.61  (feet) COMP
 PQ1297  MODELED GRAVITY -    980,425.3   (mgal)                       NAVD 88
 PQ1297
 PQ1297  VERT ORDER      -  SECOND    CLASS I
 PQ1297
 PQ1297.The horizontal coordinates were determined by differentially corrected
 PQ1297.hand held GPS observations or other comparable positioning techniques
 PQ1297.and have an estimated accuracy of +/- 3 meters.
 PQ1297
 PQ1297.The orthometric height was determined by differential leveling and
 PQ1297.adjusted by the NATIONAL GEODETIC SURVEY
 PQ1297.in May 2019.
 PQ1297
 PQ1297.Significant digits in the geoid height do not necessarily reflect accuracy.
 PQ1297.GEOID18 height accuracy estimate available here.
 PQ1297
 PQ1297.Click photographs - Photos may exist for this station.
 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     -   225,425.6     710,330.0     MT  (+/- 3 meters HH1 GPS) 
 PQ1297
 PQ1297_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUJ3034887753(NAD 83)
 PQ1297
 PQ1297                          SUPERSEDED SURVEY CONTROL
 PQ1297
 PQ1297  NAVD 88 (06/15/95)  361.449  (m)         1185.85   (f) SUPERSEDED  2 1
 PQ1297
 PQ1297.Superseded values are not recommended for survey control.
 PQ1297
 PQ1297.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PQ1297.See file dsdata.pdf to determine how the superseded data were derived.
 PQ1297
 PQ1297_MARKER: DB = BENCH MARK DISK
 PQ1297_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 PQ1297_SP_SET: BOX CULVERT
 PQ1297_STAMPING: 1707 K 1962
 PQ1297_MARK LOGO: MNHD
 PQ1297_MAGNETIC: N = NO MAGNETIC MATERIAL
 PQ1297_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PQ1297+STABILITY: SURFACE MOTION
 PQ1297_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 PQ1297+SATELLITE: SATELLITE OBSERVATIONS - June 14, 2016
 PQ1297
 PQ1297  HISTORY     - Date     Condition        Report By
 PQ1297  HISTORY     - 19620601 MONUMENTED       MNHD
 PQ1297  HISTORY     - 19810401 GOOD             MNDT
 PQ1297  HISTORY     - 20160614 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.
 PQ1297
 PQ1297                          STATION RECOVERY (2016)
 PQ1297
 PQ1297'RECOVERY NOTE BY MN DEPT OF TRANSP 2016 (KMS)
 PQ1297'THE STATION IS LOCATED ABOUT 10.3 MI (16.6 KM) SOUTHEAST OF LAMBERTON,
 PQ1297'6.0 MI (9.7 KM) NORTHEAST OF JEFFERS AND 6.0 MI (9.7 KM) SOUTH OF
 PQ1297'SANBORN.
 PQ1297'
 PQ1297'TO REACH THE MARK IN SOUTHEAST HEADWALL OF TRUNK HIGHWAY 71 BOX
 PQ1297'CULVERT, 5.9 MI (9.5 KM) SOUTH ALONG TRUNK HIGHWAY 71 FROM THE
 PQ1297'JUNCTION OF TRUNK HIGHWAY 71 AND COUNTY ROAD 15 IN SANBORN, AT TRUNK
 PQ1297'HIGHWAY 71 MILE POINT 46.2.
 PQ1297'
 PQ1297'THE MARK IS LOCATED 33.0 FT (10.1 M) EAST OF TRUNK HIGHWAY 71, 218 FT
 PQ1297'(66.4 M) NORTH OF COUNTY ROAD 10.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 PQ1298 ***********************************************************************
 PQ1298  DESIGNATION -  1707 L
 PQ1298  PID         -  PQ1298
 PQ1298  STATE/COUNTY-  MN/COTTONWOOD
 PQ1298  COUNTRY     -  US
 PQ1298  USGS QUAD   -  SANBORN SE (2019)
 PQ1298
 PQ1298                         *CURRENT SURVEY CONTROL
 PQ1298  ______________________________________________________________________
 PQ1298* NAD 83(2011) POSITION- 44 06 55.64822(N) 095 07 14.72381(W)   ADJUSTED
 PQ1298* NAD 83(2011) ELLIP HT-   354.203 (meters)        (06/27/12)   ADJUSTED
 PQ1298* NAD 83(2011) EPOCH   -  2010.00
 PQ1298* NAVD 88 ORTHO HEIGHT -   381.562 (meters)     1251.84  (feet) ADJUSTED
 PQ1298  ______________________________________________________________________
 PQ1298  GEOID HEIGHT    -        -27.347 (meters)                     GEOID18
 PQ1298  NAD 83(2011) X  -   -409,396.283 (meters)                     COMP
 PQ1298  NAD 83(2011) Y  - -4,568,502.758 (meters)                     COMP
 PQ1298  NAD 83(2011) Z  -  4,417,557.535 (meters)                     COMP
 PQ1298  LAPLACE CORR    -         -3.99  (seconds)                    DEFLEC18
 PQ1298  DYNAMIC HEIGHT  -        381.491 (meters)     1251.61  (feet) COMP
 PQ1298  MODELED GRAVITY -    980,423.3   (mgal)                       NAVD 88
 PQ1298
 PQ1298  VERT ORDER      -  SECOND    CLASS I
 PQ1298
 PQ1298  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 PQ1298  Standards:
 PQ1298         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 PQ1298            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 PQ1298  -------------------------------------------------------------------
 PQ1298  NETWORK    0.41   0.49           0.19   0.14   0.25      0.06343016
 PQ1298  -------------------------------------------------------------------
 PQ1298  Click here for local accuracies and other accuracy information.
 PQ1298
 PQ1298.The horizontal coordinates were established by GPS observations
 PQ1298.and adjusted by the National Geodetic Survey in June 2012.
 PQ1298
 PQ1298.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 PQ1298.been affixed to the stable North American tectonic plate. See 
 PQ1298.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 PQ1298
 PQ1298.The horizontal coordinates are valid at the epoch date displayed above
 PQ1298.which is a decimal equivalence of Year/Month/Day.
 PQ1298
 PQ1298.The orthometric height was determined by differential leveling and
 PQ1298.adjusted by the NATIONAL GEODETIC SURVEY
 PQ1298.in May 2019.
 PQ1298
 PQ1298.Significant digits in the geoid height do not necessarily reflect accuracy.
 PQ1298.GEOID18 height accuracy estimate available here.
 PQ1298
 PQ1298.Click photographs - Photos may exist for this station.
 PQ1298
 PQ1298.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 PQ1298
 PQ1298.The Laplace correction was computed from DEFLEC18 derived deflections.
 PQ1298
 PQ1298.The ellipsoidal height was determined by GPS observations
 PQ1298.and is referenced to NAD 83.
 PQ1298
 PQ1298.The dynamic height is computed by dividing the NAVD 88
 PQ1298.geopotential number by the normal gravity value computed on the
 PQ1298.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PQ1298.degrees latitude (g = 980.6199 gals.).
 PQ1298
 PQ1298.The modeled gravity was interpolated from observed gravity values.
 PQ1298
 PQ1298. The following values were computed from the NAD 83(2011) position.
 PQ1298
 PQ1298;                    North         East     Units Scale Factor Converg.
 PQ1298;SPC MN S     -   224,555.320   710,290.662   MT  0.99994461   -0 47 08.1
 PQ1298;SPC MN S     -   736,728.58  2,330,345.28   sFT  0.99994461   -0 47 08.1
 PQ1298;UTM  15      - 4,886,883.371   330,299.038   MT  0.99995420   -1 28 35.8
 PQ1298
 PQ1298!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PQ1298!SPC MN S     -   0.99994446  x   0.99994461  =   0.99988908
 PQ1298!UTM  15      -   0.99994446  x   0.99995420  =   0.99989867
 PQ1298
 PQ1298_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUJ3029986883(NAD 83)
 PQ1298
 PQ1298                          SUPERSEDED SURVEY CONTROL
 PQ1298
 PQ1298  NAD 83(2007)-  44 06 55.64820(N)    095 07 14.72470(W) AD(2002.00) 0
 PQ1298  ELLIP H (02/10/07)  354.239  (m)                       GP(2002.00)    
 PQ1298  NAD 83(1996)-  44 06 55.64763(N)    095 07 14.72395(W) AD(       ) 1
 PQ1298  ELLIP H (05/30/05)  354.276  (m)                       GP(       ) 3 2
 PQ1298  NAVD 88             381.57   (m)         1251.9    (f) LEVELING    3  
 PQ1298  NAVD 88 (06/15/95)  381.565  (m)         1251.85   (f) SUPERSEDED  2 1
 PQ1298
 PQ1298.Superseded values are not recommended for survey control.
 PQ1298
 PQ1298.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PQ1298.See file dsdata.pdf to determine how the superseded data were derived.
 PQ1298
 PQ1298_MARKER: DB = BENCH MARK DISK
 PQ1298_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 PQ1298_STAMPING: 1707 L 1962
 PQ1298_MARK LOGO: MNHD
 PQ1298_PROJECTION: PROJECTING 10 CENTIMETERS
 PQ1298_MAGNETIC: R = STEEL ROD 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 - September 06, 2023
 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  HISTORY     - 20160614 GOOD             MNDT
 PQ1298  HISTORY     - 20210427 GOOD             MNDT
 PQ1298  HISTORY     - 20230906 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'IT IS 5.9 MILES (9.5 KM) NORTHEAST OF JEFFERS, 4.5 MILES (7.2 KM)
 PQ1298'NORTH ALONG TRUNK HIGHWAY 71 FROM THE JUNCTION OF TRUNK HIGHWAY 71 AND
 PQ1298'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.
 PQ1298
 PQ1298                          STATION RECOVERY (2016)
 PQ1298
 PQ1298'RECOVERY NOTE BY MN DEPT OF TRANSP 2016 (KMS)
 PQ1298'RECOVERED AS DESCRIBED.
 PQ1298
 PQ1298                          STATION RECOVERY (2021)
 PQ1298
 PQ1298'RECOVERY NOTE BY MN DEPT OF TRANSP 2021 (KMS)
 PQ1298'RECOVERED IN GOOD CONDITION.
 PQ1298
 PQ1298                          STATION RECOVERY (2023)
 PQ1298
 PQ1298'RECOVERY NOTE BY MN DEPT OF TRANSP 2023 (KMS)
 PQ1298'5.1 MI (8.2 KM) NORTHEAST OF JEFFERS, 4.5 MI (7.2 KM) NORTH ALONG
 PQ1298'TRUNK HIGHWAY 71 FROM THE JUNCTION OF TRUNK HIGHWAY 71 AND TRUNK
 PQ1298'HIGHWAY 30 (THE JUNCTION IS 4.0 MI (6.4 KM) EAST OF JEFFERS), AT TRUNK
 PQ1298'HIGHWAY 71 MILE POINT 45.7, 75.5 FT (23.0 M) WEST OF TRUNK HIGHWAY 71,
 PQ1298'55.6 FT (16.9 M) NORTH OF A RIGHT-OF-WAY POST, 1.0 FT (0.3 M) SOUTH OF
 PQ1298'A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 PQ1300 ***********************************************************************
 PQ1300  DESIGNATION -  1707 M
 PQ1300  PID         -  PQ1300
 PQ1300  STATE/COUNTY-  MN/COTTONWOOD
 PQ1300  COUNTRY     -  US
 PQ1300  USGS QUAD   -  SANBORN SE (2019)
 PQ1300
 PQ1300                         *CURRENT SURVEY CONTROL
 PQ1300  ______________________________________________________________________
 PQ1300* NAD 83(1986) POSITION- 44 06 16.69   (N) 095 07 12.88   (W)   HD_HELD1
 PQ1300* NAVD 88 ORTHO HEIGHT -   396.657 (meters)     1301.37  (feet) ADJUSTED
 PQ1300  ______________________________________________________________________
 PQ1300  GEOID HEIGHT    -        -27.336 (meters)                     GEOID18
 PQ1300  DYNAMIC HEIGHT  -        396.583 (meters)     1301.12  (feet) COMP
 PQ1300  MODELED GRAVITY -    980,420.7   (mgal)                       NAVD 88
 PQ1300
 PQ1300  VERT ORDER      -  SECOND    CLASS I
 PQ1300
 PQ1300.The horizontal coordinates were determined by differentially corrected
 PQ1300.hand held GPS observations or other comparable positioning techniques
 PQ1300.and have an estimated accuracy of +/- 3 meters.
 PQ1300
 PQ1300.The orthometric height was determined by differential leveling and
 PQ1300.adjusted by the NATIONAL GEODETIC SURVEY
 PQ1300.in June 1995.
 PQ1300
 PQ1300.Significant digits in the geoid height do not necessarily reflect accuracy.
 PQ1300.GEOID18 height accuracy estimate available here.
 PQ1300
 PQ1300.Click photographs - Photos may exist for this station.
 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     -   223,352.5     710,315.2     MT  (+/- 3 meters HH1 GPS) 
 PQ1300
 PQ1300_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUJ3030985680(NAD 83)
 PQ1300
 PQ1300                          SUPERSEDED SURVEY CONTROL
 PQ1300
 PQ1300.No superseded survey control is available for this station.
 PQ1300
 PQ1300_MARKER: DB = BENCH MARK DISK
 PQ1300_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 PQ1300_SP_SET: BOX CULVERT
 PQ1300_STAMPING: 1707 M 1962
 PQ1300_MARK LOGO: MNHD
 PQ1300_MAGNETIC: N = NO MAGNETIC MATERIAL
 PQ1300_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PQ1300+STABILITY: SURFACE MOTION
 PQ1300_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 PQ1300+SATELLITE: SATELLITE OBSERVATIONS - June 14, 2016
 PQ1300
 PQ1300  HISTORY     - Date     Condition        Report By
 PQ1300  HISTORY     - 1962     MONUMENTED       MNHD
 PQ1300  HISTORY     - 19810401 GOOD             MNDT
 PQ1300  HISTORY     - 20160614 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.
 PQ1300
 PQ1300                          STATION RECOVERY (2016)
 PQ1300
 PQ1300'RECOVERY NOTE BY MN DEPT OF TRANSP 2016 (KMS)
 PQ1300'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 PQ1306 ***********************************************************************
 PQ1306  DESIGNATION -  1707 Q
 PQ1306  PID         -  PQ1306
 PQ1306  STATE/COUNTY-  MN/COTTONWOOD
 PQ1306  COUNTRY     -  US
 PQ1306  USGS QUAD   -  SANBORN SE (2019)
 PQ1306
 PQ1306                         *CURRENT SURVEY CONTROL
 PQ1306  ______________________________________________________________________
 PQ1306* NAD 83(1986) POSITION- 44 04 05.85   (N) 095 07 11.65   (W)   HD_HELD1
 PQ1306* NAVD 88 ORTHO HEIGHT -   432.314 (meters)     1418.35  (feet) ADJUSTED
 PQ1306  ______________________________________________________________________
 PQ1306  GEOID HEIGHT    -        -27.309 (meters)                     GEOID18
 PQ1306  DYNAMIC HEIGHT  -        432.231 (meters)     1418.08  (feet) COMP
 PQ1306  MODELED GRAVITY -    980,411.6   (mgal)                       NAVD 88
 PQ1306
 PQ1306  VERT ORDER      -  SECOND    CLASS I
 PQ1306
 PQ1306.The horizontal coordinates were determined by differentially corrected
 PQ1306.hand held GPS observations or other comparable positioning techniques
 PQ1306.and have an estimated accuracy of +/- 3 meters.
 PQ1306
 PQ1306.The orthometric height was determined by differential leveling and
 PQ1306.adjusted by the NATIONAL GEODETIC SURVEY
 PQ1306.in May 2010.
 PQ1306
 PQ1306.Significant digits in the geoid height do not necessarily reflect accuracy.
 PQ1306.GEOID18 height accuracy estimate available here.
 PQ1306
 PQ1306.Click photographs - Photos may exist for this station.
 PQ1306
 PQ1306.The dynamic height is computed by dividing the NAVD 88
 PQ1306.geopotential number by the normal gravity value computed on the
 PQ1306.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PQ1306.degrees latitude (g = 980.6199 gals.).
 PQ1306
 PQ1306.The modeled gravity was interpolated from observed gravity values.
 PQ1306
 PQ1306;                    North         East    Units  Estimated Accuracy
 PQ1306;SPC MN S     -   219,314.3     710,287.2     MT  (+/- 3 meters HH1 GPS) 
 PQ1306
 PQ1306_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUJ3023281642(NAD 83)
 PQ1306
 PQ1306                          SUPERSEDED SURVEY CONTROL
 PQ1306
 PQ1306  NAVD 88 (06/15/95)  432.323  (m)         1418.38   (f) SUPERSEDED  2 1
 PQ1306
 PQ1306.Superseded values are not recommended for survey control.
 PQ1306
 PQ1306.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PQ1306.See file dsdata.pdf to determine how the superseded data were derived.
 PQ1306
 PQ1306_MARKER: DB = BENCH MARK DISK
 PQ1306_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 PQ1306_SP_SET: BOX CULVERT
 PQ1306_STAMPING: 1707 Q 1962
 PQ1306_MARK LOGO: MNHD
 PQ1306_MAGNETIC: N = NO MAGNETIC MATERIAL
 PQ1306_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PQ1306+STABILITY: SURFACE MOTION
 PQ1306_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 PQ1306+SATELLITE: SATELLITE OBSERVATIONS - June 14, 2016
 PQ1306
 PQ1306  HISTORY     - Date     Condition        Report By
 PQ1306  HISTORY     - 1962     MONUMENTED       MNHD
 PQ1306  HISTORY     - 19810401 GOOD             MNDT
 PQ1306  HISTORY     - 20070108 GOOD             MNDT
 PQ1306  HISTORY     - 20160614 GOOD             MNDT
 PQ1306
 PQ1306                          STATION DESCRIPTION
 PQ1306
 PQ1306'DESCRIBED BY MN DEPT OF TRANSP 1981
 PQ1306'THE MARK IS LOCATED 1.2 MI (1.9 KM) NORTH ALONG TRUNK HIGHWAY 71 FROM
 PQ1306'ITS JUNCTION WITH TRUNK HIGHWAY 30 EAST OF JEFFERS AND IS NEAR
 PQ1306'HIGHWAY 71 MILEPOINT 42.4 IN THE SW 1/4 OF SECTION 13, T107N, R36W.
 PQ1306'THE MARK IS 60.3 FT (18.4 M) EAST OF AND 10 FT (3.0 M) LOWER THAN THE
 PQ1306'CENTERLINE OF HIGHWAY 71 IN THE HEADWALL IN THE SOUTHEAST CORNER OF A
 PQ1306'5-FOOT BY 5-FOOT DEEP BOX CULVERT UNDER HIGHWAY 71.  THE MARK, A
 PQ1306'STANDARD MNHD BENCH MARK DISK STAMPED---1707 Q 1962---, IS CEMENTED
 PQ1306'IN A DRILL HOLE IN THE HEADWALL.
 PQ1306
 PQ1306                          STATION RECOVERY (2007)
 PQ1306
 PQ1306'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (MPP)
 PQ1306'RECOVERED AS DESCRIBED.
 PQ1306
 PQ1306                          STATION RECOVERY (2016)
 PQ1306
 PQ1306'RECOVERY NOTE BY MN DEPT OF TRANSP 2016 (KMS)
 PQ1306'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 PQ1307 ***********************************************************************
 PQ1307  DESIGNATION -  1707 R
 PQ1307  PID         -  PQ1307
 PQ1307  STATE/COUNTY-  MN/COTTONWOOD
 PQ1307  COUNTRY     -  US
 PQ1307  USGS QUAD   -  SANBORN SE (2019)
 PQ1307
 PQ1307                         *CURRENT SURVEY CONTROL
 PQ1307  ______________________________________________________________________
 PQ1307* NAD 83(1986) POSITION- 44 03 51.98   (N) 095 07 11.71   (W)   HD_HELD1
 PQ1307* NAVD 88 ORTHO HEIGHT -   436.752 (meters)     1432.91  (feet) ADJUSTED
 PQ1307  ______________________________________________________________________
 PQ1307  GEOID HEIGHT    -        -27.308 (meters)                     GEOID18
 PQ1307  DYNAMIC HEIGHT  -        436.667 (meters)     1432.63  (feet) COMP
 PQ1307  MODELED GRAVITY -    980,410.8   (mgal)                       NAVD 88
 PQ1307
 PQ1307  VERT ORDER      -  SECOND    CLASS I
 PQ1307
 PQ1307.The horizontal coordinates were determined by differentially corrected
 PQ1307.hand held GPS observations or other comparable positioning techniques
 PQ1307.and have an estimated accuracy of +/- 3 meters.
 PQ1307
 PQ1307.The orthometric height was determined by differential leveling and
 PQ1307.adjusted by the NATIONAL GEODETIC SURVEY
 PQ1307.in May 2010.
 PQ1307
 PQ1307.Significant digits in the geoid height do not necessarily reflect accuracy.
 PQ1307.GEOID18 height accuracy estimate available here.
 PQ1307
 PQ1307.Click photographs - Photos may exist for this station.
 PQ1307
 PQ1307.The dynamic height is computed by dividing the NAVD 88
 PQ1307.geopotential number by the normal gravity value computed on the
 PQ1307.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PQ1307.degrees latitude (g = 980.6199 gals.).
 PQ1307
 PQ1307.The modeled gravity was interpolated from observed gravity values.
 PQ1307
 PQ1307;                    North         East    Units  Estimated Accuracy
 PQ1307;SPC MN S     -   218,886.3     710,280.0     MT  (+/- 3 meters HH1 GPS) 
 PQ1307
 PQ1307_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUJ3022081214(NAD 83)
 PQ1307
 PQ1307                          SUPERSEDED SURVEY CONTROL
 PQ1307
 PQ1307  NAVD 88 (06/15/95)  436.758  (m)         1432.93   (f) SUPERSEDED  2 1
 PQ1307
 PQ1307.Superseded values are not recommended for survey control.
 PQ1307
 PQ1307.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PQ1307.See file dsdata.pdf to determine how the superseded data were derived.
 PQ1307
 PQ1307_MARKER: DV = VERTICAL CONTROL DISK
 PQ1307_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 PQ1307_STAMPING: 1707 R 1981
 PQ1307_MARK LOGO: MNHD
 PQ1307_PROJECTION: RECESSED 5 CENTIMETERS
 PQ1307_MAGNETIC: I = MARKER IS A STEEL ROD
 PQ1307_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PQ1307_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 PQ1307+SATELLITE: SATELLITE OBSERVATIONS - September 06, 2023
 PQ1307
 PQ1307  HISTORY     - Date     Condition        Report By
 PQ1307  HISTORY     - 1981     MONUMENTED       MNDT
 PQ1307  HISTORY     - 20070108 GOOD             MNDT
 PQ1307  HISTORY     - 20160614 GOOD             MNDT
 PQ1307  HISTORY     - 20230906 GOOD             MNDT
 PQ1307
 PQ1307                          STATION DESCRIPTION
 PQ1307
 PQ1307'DESCRIBED BY MN DEPT OF TRANSP 1981
 PQ1307'THE MARK IS LOCATED 1 MI (1.6 KM) NORTH ALONG TRUNK HIGHWAY 71 FROM
 PQ1307'ITS JUNCTION WITH TRUNK HIGHWAY 30 EAST OF JEFFERS AND IS NEAR
 PQ1307'HIGHWAY 71 MILEPOINT 42.2 IN THE NW 1/4 OF SECTION 24, T107N, R36W.
 PQ1307'THE MARK IS 130 FT (39.6 M) SOUTH OF THE CENTER OF A TOWNSHIP ROAD,
 PQ1307'101.5 FT (30.9 M) SOUTH OF THE SOUTH END OF A METAL CULVERT UNDER THE
 PQ1307'TOWNSHIP ROAD, 73 FT (22.3 M) EAST OF AND 6 FT (1.8 M) LOWER THAN THE
 PQ1307'CENTERLINE OF HIGHWAY 71, 15.7 FT (4.8 M) NORTH-NORTHWEST OF A
 PQ1307'30-INCH COTTONWOOD TREE, 14.5 FT (4.4 M) WEST-SOUTHWEST OF A 30-INCH
 PQ1307'COTTONWOOD TREE AND 0.8 FT (0.2 M) WEST OF A STEEL WITNESS POST.  THE
 PQ1307'MARK, A STANDARD MNDT VERTICAL CONTROL MARK DISK STAMPED ---1707 R
 PQ1307'1981---, IS FASTENED TO THE TOP OF AN 8-FOOT LONG COPPER-CLAD STEEL
 PQ1307'ROD WITH A CROSS BAR ON THE BOTTOM AND PROJECTS 5 INCHES ABOVE GROUND
 PQ1307'LEVEL.
 PQ1307
 PQ1307                          STATION RECOVERY (2007)
 PQ1307
 PQ1307'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (MPP)
 PQ1307'RECOVERED AS DESCRIBED.
 PQ1307
 PQ1307                          STATION RECOVERY (2016)
 PQ1307
 PQ1307'RECOVERY NOTE BY MN DEPT OF TRANSP 2016 (KMS)
 PQ1307'RECOVERED AS DESCRIBED.
 PQ1307
 PQ1307                          STATION RECOVERY (2023)
 PQ1307
 PQ1307'RECOVERY NOTE BY MN DEPT OF TRANSP 2023 (KMS)
 PQ1307'3.5 MI (5.6 KM) EAST-NORTHEAST OF JEFFERS, 0.95 MI (1.53 KM) NORTH
 PQ1307'ALONG TRUNK HIGHWAY 71 FROM THE JUNCTION OF TRUNK HIGHWAY 71 AND TRUNK
 PQ1307'HIGHWAY 30 (THE JUNCTION IS 4.0 MI (6.4 KM) EAST OF JEFFERS), AT TRUNK
 PQ1307'HIGHWAY 71 MILE POINT 42.15, 73.0 FT (22.3 M) EAST OF TRUNK HIGHWAY
 PQ1307'71, 130.0 FT (39.6 M) SOUTH OF 290TH STREET, 101.5 FT (30.9 M) SOUTH
 PQ1307'OF THE SOUTH END OF A METAL CULVERT, 0.8 FT (24 CM) WEST OF A WITNESS
 PQ1307'POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 PQ1308 ***********************************************************************
 PQ1308  DESIGNATION -  1707 S
 PQ1308  PID         -  PQ1308
 PQ1308  STATE/COUNTY-  MN/COTTONWOOD
 PQ1308  COUNTRY     -  US
 PQ1308  USGS QUAD   -  SANBORN SE (2019)
 PQ1308
 PQ1308                         *CURRENT SURVEY CONTROL
 PQ1308  ______________________________________________________________________
 PQ1308* NAD 83(1986) POSITION- 44 03 36.35   (N) 095 07 12.96   (W)   HD_HELD1
 PQ1308* NAVD 88 ORTHO HEIGHT -   429.574 (meters)     1409.36  (feet) ADJUSTED
 PQ1308  ______________________________________________________________________
 PQ1308  GEOID HEIGHT    -        -27.307 (meters)                     GEOID18
 PQ1308  DYNAMIC HEIGHT  -        429.490 (meters)     1409.09  (feet) COMP
 PQ1308  MODELED GRAVITY -    980,409.8   (mgal)                       NAVD 88
 PQ1308
 PQ1308  VERT ORDER      -  SECOND    CLASS I
 PQ1308
 PQ1308.The horizontal coordinates were determined by differentially corrected
 PQ1308.hand held GPS observations or other comparable positioning techniques
 PQ1308.and have an estimated accuracy of +/- 3 meters.
 PQ1308
 PQ1308.The orthometric height was determined by differential leveling and
 PQ1308.adjusted by the NATIONAL GEODETIC SURVEY
 PQ1308.in June 2008.
 PQ1308
 PQ1308.No vertical observational check was made to the station.
 PQ1308
 PQ1308.Significant digits in the geoid height do not necessarily reflect accuracy.
 PQ1308.GEOID18 height accuracy estimate available here.
 PQ1308
 PQ1308.Click photographs - Photos may exist for this station.
 PQ1308
 PQ1308.The dynamic height is computed by dividing the NAVD 88
 PQ1308.geopotential number by the normal gravity value computed on the
 PQ1308.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PQ1308.degrees latitude (g = 980.6199 gals.).
 PQ1308
 PQ1308.The modeled gravity was interpolated from observed gravity values.
 PQ1308
 PQ1308;                    North         East    Units  Estimated Accuracy
 PQ1308;SPC MN S     -   218,404.3     710,245.6     MT  (+/- 3 meters HH1 GPS) 
 PQ1308
 PQ1308_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUJ3017980733(NAD 83)
 PQ1308
 PQ1308                          SUPERSEDED SURVEY CONTROL
 PQ1308
 PQ1308  NAVD 88 (06/15/95)  429.587  (m)         1409.40   (f) SUPERSEDED  2 1
 PQ1308
 PQ1308.Superseded values are not recommended for survey control.
 PQ1308
 PQ1308.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PQ1308.See file dsdata.pdf to determine how the superseded data were derived.
 PQ1308
 PQ1308_MARKER: DV = VERTICAL CONTROL DISK
 PQ1308_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 PQ1308_SP_SET: CULVERT
 PQ1308_STAMPING: 1707 S 1981
 PQ1308_MARK LOGO: MNDT
 PQ1308_MAGNETIC: N = NO MAGNETIC MATERIAL
 PQ1308_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PQ1308+STABILITY: SURFACE MOTION
 PQ1308_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 PQ1308+SATELLITE: SATELLITE OBSERVATIONS - June 14, 2016
 PQ1308
 PQ1308  HISTORY     - Date     Condition        Report By
 PQ1308  HISTORY     - 1981     MONUMENTED       MNDT
 PQ1308  HISTORY     - 20051018 GOOD             MNDT
 PQ1308  HISTORY     - 20070108 GOOD             MNDT
 PQ1308  HISTORY     - 20160614 GOOD             MNDT
 PQ1308
 PQ1308                          STATION DESCRIPTION
 PQ1308
 PQ1308'DESCRIBED BY MN DEPT OF TRANSP 1981
 PQ1308'THE MARK IS LOCATED 0.65 MI (1.05 KM) NORTH ALONG TRUNK HIGHWAY 71
 PQ1308'FROM ITS JUNCTION WITH TRUNK HIGHWAY 30 EAST OF JEFFERS AND IS NEAR
 PQ1308'HIGHWAY 71 MILEPOINT 41.9 IN THE NE 1/4 OF SECTION 23, T107N, R36W.
 PQ1308'THE MARK IS 42 FT (12.8 M) WEST OF AND 8 FT (2.4 M) LOWER THAN THE
 PQ1308'CENTERLINE OF HIGHWAY 71 IN THE HEADWALL IN THE NORTHWEST CORNER OF A
 PQ1308'30-FOOT BY 12-FOOT DEEP DOUBLE BOX CULVERT UNDER HIGHWAY 71 AT THE
 PQ1308'LITTLE COTTONWOOD RIVER.  THE MARK, A STANDARD MNDT VERTICAL CONTROL
 PQ1308'MARK DISK STAMPED ---1707 S 1981---, IS CEMENTED IN A DRILL HOLE IN
 PQ1308'THE HEADWALL.
 PQ1308
 PQ1308                          STATION RECOVERY (2005)
 PQ1308
 PQ1308'RECOVERY NOTE BY MN DEPT OF TRANSP 2005 (MJA)
 PQ1308'RECOVERED AS DESCRIBED.
 PQ1308
 PQ1308                          STATION RECOVERY (2007)
 PQ1308
 PQ1308'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (JLM)
 PQ1308'RECOVERED AS DESCRIBED.
 PQ1308
 PQ1308                          STATION RECOVERY (2016)
 PQ1308
 PQ1308'RECOVERY NOTE BY MN DEPT OF TRANSP 2016 (KMS)
 PQ1308'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 PQ1304 ***********************************************************************
 PQ1304  DESIGNATION -  1707 T
 PQ1304  PID         -  PQ1304
 PQ1304  STATE/COUNTY-  MN/COTTONWOOD
 PQ1304  COUNTRY     -  US
 PQ1304  USGS QUAD   -  SANBORN SE (2019)
 PQ1304
 PQ1304                         *CURRENT SURVEY CONTROL
 PQ1304  ______________________________________________________________________
 PQ1304* NAD 83(1986) POSITION- 44 04 44.73   (N) 095 07 13.39   (W)   HD_HELD1
 PQ1304* NAVD 88 ORTHO HEIGHT -   435.142 (meters)     1427.63  (feet) ADJUSTED
 PQ1304  ______________________________________________________________________
 PQ1304  GEOID HEIGHT    -        -27.313 (meters)                     GEOID18
 PQ1304  DYNAMIC HEIGHT  -        435.059 (meters)     1427.36  (feet) COMP
 PQ1304  MODELED GRAVITY -    980,414.3   (mgal)                       NAVD 88
 PQ1304
 PQ1304  VERT ORDER      -  SECOND    CLASS I
 PQ1304
 PQ1304.The horizontal coordinates were determined by differentially corrected
 PQ1304.hand held GPS observations or other comparable positioning techniques
 PQ1304.and have an estimated accuracy of +/- 3 meters.
 PQ1304
 PQ1304.The orthometric height was determined by differential leveling and
 PQ1304.adjusted by the NATIONAL GEODETIC SURVEY
 PQ1304.in May 2010.
 PQ1304
 PQ1304.Significant digits in the geoid height do not necessarily reflect accuracy.
 PQ1304.GEOID18 height accuracy estimate available here.
 PQ1304
 PQ1304.Click photographs - Photos may exist for this station.
 PQ1304
 PQ1304.The dynamic height is computed by dividing the NAVD 88
 PQ1304.geopotential number by the normal gravity value computed on the
 PQ1304.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PQ1304.degrees latitude (g = 980.6199 gals.).
 PQ1304
 PQ1304.The modeled gravity was interpolated from observed gravity values.
 PQ1304
 PQ1304;                    North         East    Units  Estimated Accuracy
 PQ1304;SPC MN S     -   220,514.7     710,264.9     MT  (+/- 3 meters HH1 GPS) 
 PQ1304
 PQ1304_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUJ3022482843(NAD 83)
 PQ1304
 PQ1304                          SUPERSEDED SURVEY CONTROL
 PQ1304
 PQ1304  NAVD 88 (06/15/95)  435.138  (m)         1427.62   (f) SUPERSEDED  2 1
 PQ1304
 PQ1304.Superseded values are not recommended for survey control.
 PQ1304
 PQ1304.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PQ1304.See file dsdata.pdf to determine how the superseded data were derived.
 PQ1304
 PQ1304_MARKER: DV = VERTICAL CONTROL DISK
 PQ1304_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 PQ1304+WITH SETTING: INTO GROUND
 PQ1304_STAMPING: 1707 T 1981
 PQ1304_MARK LOGO: MNDT
 PQ1304_PROJECTION: FLUSH
 PQ1304_MAGNETIC: I = MARKER IS A STEEL ROD
 PQ1304_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PQ1304_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PQ1304+SATELLITE: SATELLITE OBSERVATIONS - September 06, 2023
 PQ1304
 PQ1304  HISTORY     - Date     Condition        Report By
 PQ1304  HISTORY     - 1981     MONUMENTED       MNDT
 PQ1304  HISTORY     - 20070108 GOOD             MNDT
 PQ1304  HISTORY     - 20160614 GOOD             MNDT
 PQ1304  HISTORY     - 20230906 GOOD             MNDT
 PQ1304
 PQ1304                          STATION DESCRIPTION
 PQ1304
 PQ1304'DESCRIBED BY MN DEPT OF TRANSP 1981
 PQ1304'THE MARK IS LOCATED 2 MI (3.2 KM) NORTH ALONG TRUNK HIGHWAY 71 FROM
 PQ1304'ITS JUNCTION WITH TRUNK HIGHWAY 30 EAST OF JEFFERS AND IS NEAR
 PQ1304'HIGHWAY 71 MILEPOINT 43.2 IN THE NE 1/4 OF SECTION 14, T107N, R36W.
 PQ1304'THE MARK IS 72.9 FT (22.2 M) WEST OF AND 5 FT (1.5 M) LOWER THAN THE
 PQ1304'CENTERLINE OF HIGHWAY 71, 65 FT (19.8 M) SOUTH OF THE CENTER OF A
 PQ1304'TOWNSHIP ROAD, 36.5 FT (11.1 M) SOUTH-SOUTHWEST OF THE SOUTH END OF
 PQ1304'AN 18-INCH METAL CULVERT UNDER THE TOWNSHIP ROAD AND 0.6 FT (0.2 M)
 PQ1304'EAST OF A STEEL WITNESS POST.  THE MARK, A STANDARD MNDT VERTICAL
 PQ1304'CONTROL MARK DISK STAMPED---1707 T 1981---, IS CRIMPED TO THE TOP OF
 PQ1304'AN 8-FOOT SECTION OF COPPER-CLAD STEEL ROD WITH A CROSS BAR FASTENED
 PQ1304'TO THE BOTTOM AND PROJECTS 1 INCH ABOVE GROUND.
 PQ1304
 PQ1304                          STATION RECOVERY (2007)
 PQ1304
 PQ1304'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (MPP)
 PQ1304'RECOVERED AS DESCRIBED.
 PQ1304
 PQ1304                          STATION RECOVERY (2016)
 PQ1304
 PQ1304'RECOVERY NOTE BY MN DEPT OF TRANSP 2016 (KMS)
 PQ1304'RECOVERED AS DESCRIBED.
 PQ1304
 PQ1304                          STATION RECOVERY (2023)
 PQ1304
 PQ1304'RECOVERY NOTE BY MN DEPT OF TRANSP 2023 (KMS)
 PQ1304'3.7 MI (6.0 KM) NORTHEAST OF JEFFERS, 2.0 MI (3.2 KM) NORTH ALONG
 PQ1304'TRUNK HIGHWAY 71 FROM THE JUNCTION OF TRUNK HIGHWAY 71 AND TRUNK
 PQ1304'HIGHWAY 30 (THE JUNCTION IS 4.0 MI (6.4 KM) EAST OF JEFFERS), AT TRUNK
 PQ1304'HIGHWAY 71 MILE POINT 43.2, 72.9 FT (22.2 M) WEST OF TRUNK HIGHWAY 71,
 PQ1304'65.0 FT (19.8 M) SOUTH OF 280TH STREET, 36.5 FT (11.1 M)
 PQ1304'SOUTH-SOUTHWEST OF THE SOUTH END OF A METAL CULVERT, 0.6 FT (18 CM)
 PQ1304'EAST OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DL5651 ***********************************************************************
 DL5651  DESIGNATION -  1707 T 1
 DL5651  PID         -  DL5651
 DL5651  STATE/COUNTY-  MN/COTTONWOOD
 DL5651  COUNTRY     -  US
 DL5651  USGS QUAD   -  SANBORN SE (2019)
 DL5651
 DL5651                         *CURRENT SURVEY CONTROL
 DL5651  ______________________________________________________________________
 DL5651* NAD 83(1986) POSITION- 44 05 00.80   (N) 095 07 11.89   (W)   HD_HELD1
 DL5651* NAVD 88 ORTHO HEIGHT -   434.825 (meters)     1426.59  (feet) ADJUSTED
 DL5651  ______________________________________________________________________
 DL5651  GEOID HEIGHT    -        -27.317 (meters)                     GEOID18
 DL5651  DYNAMIC HEIGHT  -        434.742 (meters)     1426.32  (feet) COMP
 DL5651  MODELED GRAVITY -    980,415.3   (mgal)                       NAVD 88
 DL5651
 DL5651  VERT ORDER      -  SECOND    CLASS I
 DL5651
 DL5651.The horizontal coordinates were determined by differentially corrected
 DL5651.hand held GPS observations or other comparable positioning techniques
 DL5651.and have an estimated accuracy of +/- 3 meters.
 DL5651
 DL5651.The orthometric height was determined by differential leveling and
 DL5651.adjusted by the NATIONAL GEODETIC SURVEY
 DL5651.in May 2010.
 DL5651
 DL5651.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL5651.GEOID18 height accuracy estimate available here.
 DL5651
 DL5651.Click photographs - Photos may exist for this station.
 DL5651
 DL5651.The dynamic height is computed by dividing the NAVD 88
 DL5651.geopotential number by the normal gravity value computed on the
 DL5651.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL5651.degrees latitude (g = 980.6199 gals.).
 DL5651
 DL5651.The modeled gravity was interpolated from observed gravity values.
 DL5651
 DL5651;                    North         East    Units  Estimated Accuracy
 DL5651;SPC MN S     -   221,010.2     710,305.1     MT  (+/- 3 meters HH1 GPS) 
 DL5651
 DL5651_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUJ3027083338(NAD 83)
 DL5651
 DL5651                          SUPERSEDED SURVEY CONTROL
 DL5651
 DL5651.No superseded survey control is available for this station.
 DL5651
 DL5651_MARKER: DD = SURVEY DISK
 DL5651_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL5651_STAMPING: 1701 T 1 2006
 DL5651_MARK LOGO: MNDT
 DL5651_PROJECTION: FLUSH
 DL5651_MAGNETIC: N = NO MAGNETIC MATERIAL
 DL5651_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DL5651+STABILITY: SURFACE MOTION
 DL5651_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DL5651+SATELLITE: SATELLITE OBSERVATIONS - September 06, 2023
 DL5651
 DL5651  HISTORY     - Date     Condition        Report By
 DL5651  HISTORY     - 2006     MONUMENTED       MNDT
 DL5651  HISTORY     - 20160614 GOOD             MNDT
 DL5651  HISTORY     - 20230906 GOOD             MNDT
 DL5651
 DL5651                          STATION DESCRIPTION
 DL5651
 DL5651'DESCRIBED BY MN DEPT OF TRANSP 2006
 DL5651'STATION IS LOCATED IS 4.0 MI (6.4 KM) EAST OF JEFFERS, 3.50 MI (5.6
 DL5651'KM) EAST ALONG TRUNK HIGHWAY 30 FROM THE JUNCTION HIGHWAY 30 AND
 DL5651'COUNTY ROAD 52 IN JEFFERS, THENCE 2.30 MI (3.7 KM) NORTH ON TRUNK
 DL5651'HIGHWAY 71, AT TRUNK HIGHWAY 71 MILE POINT 43.50, 61.0 FT (18.6 M)
 DL5651'EAST OF TRUNK HIGHWAY 71, 13.10 FT (4.0 M) NORTH OF A FIELD ENTRANCE.
 DL5651'
 DL5651'TO REACH STATION HEAD EAST ON COUNTY HWY-4/COUNTY RD-4/MN-30 TOWARD
 DL5651'COUNTY HWY-32 CONTINUE TO FOLLOW MN-30 FOR 3.8 MI (6.1 KM) THEN TURN
 DL5651'LEFT AT 480TH AVE/US-7 AND STATION MARK WILL BE ON THE RIGHT.
 DL5651'
 DL5651'STATION MARK IS MNDT VERTICAL CONTROL DISK SET IN A CONCRETE PEDESTAL
 DL5651'FOR A FIVE FOOT CONCRETE PILLAR.
 DL5651
 DL5651                          STATION RECOVERY (2016)
 DL5651
 DL5651'RECOVERY NOTE BY MN DEPT OF TRANSP 2016 (KMS)
 DL5651'RECOVERED AS DESCRIBED.
 DL5651
 DL5651                          STATION RECOVERY (2023)
 DL5651
 DL5651'RECOVERY NOTE BY MN DEPT OF TRANSP 2023 (KMS)
 DL5651'4.0 MI (6.4 KM) NORTHEAST OF JEFFERS, 3.5 MI (5.6 KM) EAST ALONG TRUNK
 DL5651'HIGHWAY 30 FROM THE JUNCTION OF TRUNK HIGHWAY 30 AND COUNTY ROAD 52 IN
 DL5651'JEFFERS, THEN 2.3 MI (3.7 KM) NORTH ON TRUNK HIGHWAY 71, AT TRUNK
 DL5651'HIGHWAY 71 MILE POINT 43.5, 61.0 FT (18.6 M) EAST OF TRUNK HIGHWAY 71,
 DL5651'13.1 FT (4.0 M) NORTH OF A FIELD ENTRANCE, IN A CONTINUOUSLY OPERATING
 DL5651'REFERENCE SYSTEM (CORS) CONCRETE BASE.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 PQ1303 ***********************************************************************
 PQ1303  DESIGNATION -  1707 U
 PQ1303  PID         -  PQ1303
 PQ1303  STATE/COUNTY-  MN/COTTONWOOD
 PQ1303  COUNTRY     -  US
 PQ1303  USGS QUAD   -  SANBORN SE (2019)
 PQ1303
 PQ1303                         *CURRENT SURVEY CONTROL
 PQ1303  ______________________________________________________________________
 PQ1303* NAD 83(1986) POSITION- 44 05 09.92   (N) 095 07 11.67   (W)   HD_HELD1
 PQ1303* NAVD 88 ORTHO HEIGHT -   433.603 (meters)     1422.58  (feet) ADJUSTED
 PQ1303  ______________________________________________________________________
 PQ1303  GEOID HEIGHT    -        -27.319 (meters)                     GEOID18
 PQ1303  DYNAMIC HEIGHT  -        433.521 (meters)     1422.31  (feet) COMP
 PQ1303  MODELED GRAVITY -    980,416.1   (mgal)                       NAVD 88
 PQ1303
 PQ1303  VERT ORDER      -  SECOND    CLASS I
 PQ1303
 PQ1303.The horizontal coordinates were determined by differentially corrected
 PQ1303.hand held GPS observations or other comparable positioning techniques
 PQ1303.and have an estimated accuracy of +/- 3 meters.
 PQ1303
 PQ1303.The orthometric height was determined by differential leveling and
 PQ1303.adjusted by the NATIONAL GEODETIC SURVEY
 PQ1303.in June 1995.
 PQ1303
 PQ1303.Significant digits in the geoid height do not necessarily reflect accuracy.
 PQ1303.GEOID18 height accuracy estimate available here.
 PQ1303
 PQ1303.Click photographs - Photos may exist for this station.
 PQ1303
 PQ1303.The dynamic height is computed by dividing the NAVD 88
 PQ1303.geopotential number by the normal gravity value computed on the
 PQ1303.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PQ1303.degrees latitude (g = 980.6199 gals.).
 PQ1303
 PQ1303.The modeled gravity was interpolated from observed gravity values.
 PQ1303
 PQ1303;                    North         East    Units  Estimated Accuracy
 PQ1303;SPC MN S     -   221,291.6     710,313.9     MT  (+/- 3 meters HH1 GPS) 
 PQ1303
 PQ1303_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUJ3028283619(NAD 83)
 PQ1303
 PQ1303                          SUPERSEDED SURVEY CONTROL
 PQ1303
 PQ1303.No superseded survey control is available for this station.
 PQ1303
 PQ1303_MARKER: DV = VERTICAL CONTROL DISK
 PQ1303_SETTING: 66 = SET IN ROCK OUTCROP
 PQ1303_STAMPING: 1707 U 1981
 PQ1303_MARK LOGO: MNDT
 PQ1303_MAGNETIC: N = NO MAGNETIC MATERIAL
 PQ1303_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PQ1303+STABILITY: POSITION/ELEVATION WELL
 PQ1303_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 PQ1303+SATELLITE: SATELLITE OBSERVATIONS - September 06, 2023
 PQ1303
 PQ1303  HISTORY     - Date     Condition        Report By
 PQ1303  HISTORY     - 19710401 MONUMENTED       MNDT
 PQ1303  HISTORY     - 20070108 GOOD             MNDT
 PQ1303  HISTORY     - 20160614 GOOD             MNDT
 PQ1303  HISTORY     - 20210427 GOOD             MNDT
 PQ1303  HISTORY     - 20230906 GOOD             MNDT
 PQ1303
 PQ1303                          STATION DESCRIPTION
 PQ1303
 PQ1303'DESCRIBED BY MN DEPT OF TRANSP 1971
 PQ1303'THE MARK IS LOCATED 2.5 MI (4.0 KM) NORTH ALONG TRUNK HIGHWAY 71 FROM
 PQ1303'ITS JUNCTION WITH TRUNK HIGHWAY 30 EAST OF JEFFERS AND IS NEAR
 PQ1303'HIGHWAY 71 MILEPOINT 43.65 IN THE SW 1/4 OF SECTION 12, T107N, R36W.
 PQ1303'THE MARK IS 154.5 FT (47.1 M) SOUTH-SOUTHEAST OF A FAP PROJECTS SIGN
 PQ1303'POST AT SOUTH END OF AN 18-INCH METAL CULVERT UNDER A FIELD ENTRANCE,
 PQ1303'91 FT (27.7 M) EAST OF AND 6 FT (1.8 M) HIGHER THAN THE CENTERLINE OF
 PQ1303'HIGHWAY 71 AND 1.1 FT (0.3 M) WEST-SOUTHWEST OF A STEEL WITNESS POST.
 PQ1303'THE MARK, A STANDARD MNDT VERTICAL CONTROL MARK DISK STAMPED---1707 U
 PQ1303'1981---, IS CEMENTED IN A DRILL HOLE IN A 10-FOOT BY 15-FOOT ROCK
 PQ1303'OUTCROP.
 PQ1303
 PQ1303                          STATION RECOVERY (2007)
 PQ1303
 PQ1303'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (MPP)
 PQ1303'RECOVERED AS DESCRIBED.
 PQ1303
 PQ1303                          STATION RECOVERY (2016)
 PQ1303
 PQ1303'RECOVERY NOTE BY MN DEPT OF TRANSP 2016 (KMS)
 PQ1303'THE STATION IS LOCATED ABOUT 10.8 MI (17.4 KM) WEST OF COMFREY, 8.5 MI
 PQ1303'(13.7 KM) SOUTH OF SANBORN AND 4.3 MI (6.9 KM) EAST-NORTHEAST OF
 PQ1303'JEFFERS.
 PQ1303'
 PQ1303'TO REACH THE MARK GO 2.5 MI (4.0 KM) NORTH ALONG TRUNK HIGHWAY 71 FROM
 PQ1303'THE JUNCTION OF TRUNK HIGHWAY 71 AND TRUNK HIGHWAY 30 (JUNCTION IS 4.0
 PQ1303'MI (6.4 KM) EAST OF JEFFERS), AT TRUNK HIGHWAY 71 MILE POINT 43.65.
 PQ1303'
 PQ1303'THE MARK IS LOCATED 91.0 FT (27.7 M) EAST OF TRUNK HIGHWAY 71, 1.1 FT
 PQ1303'(0.3 M) WEST-SOUTHWEST OF A WITNESS POST.
 PQ1303
 PQ1303                          STATION RECOVERY (2021)
 PQ1303
 PQ1303'RECOVERY NOTE BY MN DEPT OF TRANSP 2021 (KMS)
 PQ1303'RECOVERED IN GOOD CONDITION.
 PQ1303
 PQ1303                          STATION RECOVERY (2023)
 PQ1303
 PQ1303'RECOVERY NOTE BY MN DEPT OF TRANSP 2023 (KMS)
 PQ1303'4.0 MI (6.4 KM) NORTHEAST OF JEFFERS, 2.5 MI (4.0 KM) NORTH ALONG
 PQ1303'TRUNK HIGHWAY 71 FROM THE JUNCTION OF TRUNK HIGHWAY 71 AND TRUNK
 PQ1303'HIGHWAY 30 (THE JUNCTION IS 4.0 MI (6.4 KM) EAST OF JEFFERS), AT TRUNK
 PQ1303'HIGHWAY 71 MILE POINT 43.65, 91.0 FT (27.7 M) EAST OF TRUNK HIGHWAY
 PQ1303'71, 1.1 FT (0.3 M) WEST-SOUTHWEST OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 PQ1302 ***********************************************************************
 PQ1302  DESIGNATION -  1707 V
 PQ1302  PID         -  PQ1302
 PQ1302  STATE/COUNTY-  MN/COTTONWOOD
 PQ1302  COUNTRY     -  US
 PQ1302  USGS QUAD   -  SANBORN SE (2019)
 PQ1302
 PQ1302                         *CURRENT SURVEY CONTROL
 PQ1302  ______________________________________________________________________
 PQ1302* NAD 83(1986) POSITION- 44 05 37.10   (N) 095 07 11.73   (W)   HD_HELD1
 PQ1302* NAVD 88 ORTHO HEIGHT -   410.314 (meters)     1346.17  (feet) ADJUSTED
 PQ1302  ______________________________________________________________________
 PQ1302  GEOID HEIGHT    -        -27.325 (meters)                     GEOID18
 PQ1302  DYNAMIC HEIGHT  -        410.236 (meters)     1345.92  (feet) COMP
 PQ1302  MODELED GRAVITY -    980,417.9   (mgal)                       NAVD 88
 PQ1302
 PQ1302  VERT ORDER      -  SECOND    CLASS I
 PQ1302
 PQ1302.The horizontal coordinates were determined by differentially corrected
 PQ1302.hand held GPS observations or other comparable positioning techniques
 PQ1302.and have an estimated accuracy of +/- 3 meters.
 PQ1302
 PQ1302.The orthometric height was determined by differential leveling and
 PQ1302.adjusted by the NATIONAL GEODETIC SURVEY
 PQ1302.in June 1995.
 PQ1302
 PQ1302.Significant digits in the geoid height do not necessarily reflect accuracy.
 PQ1302.GEOID18 height accuracy estimate available here.
 PQ1302
 PQ1302.Click photographs - Photos may exist for this station.
 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     -   222,130.4     710,324.0     MT  (+/- 3 meters HH1 GPS) 
 PQ1302
 PQ1302_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUJ3030384458(NAD 83)
 PQ1302
 PQ1302                          SUPERSEDED SURVEY CONTROL
 PQ1302
 PQ1302.No superseded survey control is available for this station.
 PQ1302
 PQ1302_MARKER: DV = VERTICAL CONTROL DISK
 PQ1302_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 PQ1302_STAMPING: 1707 V 1981
 PQ1302_MARK LOGO: MNDT
 PQ1302_PROJECTION: PROJECTING 5 CENTIMETERS
 PQ1302_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 PQ1302_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PQ1302_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PQ1302+SATELLITE: SATELLITE OBSERVATIONS - September 06, 2023
 PQ1302
 PQ1302  HISTORY     - Date     Condition        Report By
 PQ1302  HISTORY     - 1981     MONUMENTED       MNDT
 PQ1302  HISTORY     - 20160614 GOOD             MNDT
 PQ1302  HISTORY     - 20230906 GOOD             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.
 PQ1302
 PQ1302                          STATION RECOVERY (2016)
 PQ1302
 PQ1302'RECOVERY NOTE BY MN DEPT OF TRANSP 2016 (KMS)
 PQ1302'RECOVERED AS DESCRIBED.
 PQ1302
 PQ1302                          STATION RECOVERY (2023)
 PQ1302
 PQ1302'RECOVERY NOTE BY MN DEPT OF TRANSP 2023 (KMS)
 PQ1302'4.2 MI (6.8 KM) NORTHEAST OF JEFFERS, 3.0 MI (4.8 KM) NORTH ALONG
 PQ1302'TRUNK HIGHWAY 71 FROM THE JUNCTION OF TRUNK HIGHWAY 71 AND TRUNK
 PQ1302'HIGHWAY 30 (THE JUNCTION IS 4.0 MI (6.4 KM) EAST OF JEFFERS), AT TRUNK
 PQ1302'HIGHWAY 71 MILE POINT 44.15, 89.2 FT (27.2 M) EAST OF TRUNK HIGHWAY
 PQ1302'71, 42.0 FT (12.8 M) SOUTH OF 270TH STREET, 0.8 FT (24 CM) WEST OF A
 PQ1302'WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DQ6819 ***********************************************************************
 DQ6819  DESIGNATION -  1707 W
 DQ6819  PID         -  DQ6819
 DQ6819  STATE/COUNTY-  MN/COTTONWOOD
 DQ6819  COUNTRY     -  US
 DQ6819  USGS QUAD   -  SANBORN SE (2019)
 DQ6819
 DQ6819                         *CURRENT SURVEY CONTROL
 DQ6819  ______________________________________________________________________
 DQ6819* NAD 83(1986) POSITION- 44 04 02.85   (N) 095 07 11.57   (W)   HD_HELD1
 DQ6819* NAVD 88 ORTHO HEIGHT -   433.712 (meters)     1422.94  (feet) ADJUSTED
 DQ6819  ______________________________________________________________________
 DQ6819  GEOID HEIGHT    -        -27.309 (meters)                     GEOID18
 DQ6819  DYNAMIC HEIGHT  -        433.627 (meters)     1422.66  (feet) COMP
 DQ6819  MODELED GRAVITY -    980,411.4   (mgal)                       NAVD 88
 DQ6819
 DQ6819  VERT ORDER      -  SECOND    CLASS I
 DQ6819
 DQ6819.The horizontal coordinates were determined by differentially corrected
 DQ6819.hand held GPS observations or other comparable positioning techniques
 DQ6819.and have an estimated accuracy of +/- 3 meters.
 DQ6819
 DQ6819.The orthometric height was determined by differential leveling and
 DQ6819.adjusted by the NATIONAL GEODETIC SURVEY
 DQ6819.in May 2019.
 DQ6819
 DQ6819.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ6819.GEOID18 height accuracy estimate available here.
 DQ6819
 DQ6819.Click photographs - Photos may exist for this station.
 DQ6819
 DQ6819.The dynamic height is computed by dividing the NAVD 88
 DQ6819.geopotential number by the normal gravity value computed on the
 DQ6819.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ6819.degrees latitude (g = 980.6199 gals.).
 DQ6819
 DQ6819.The modeled gravity was interpolated from observed gravity values.
 DQ6819
 DQ6819;                    North         East    Units  Estimated Accuracy
 DQ6819;SPC MN S     -   219,221.7     710,287.7     MT  (+/- 3 meters HH1 GPS) 
 DQ6819
 DQ6819_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUJ3023181550(NAD 83)
 DQ6819
 DQ6819                          SUPERSEDED SURVEY CONTROL
 DQ6819
 DQ6819.No superseded survey control is available for this station.
 DQ6819
 DQ6819_MARKER: I = METAL ROD
 DQ6819_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DQ6819_STAMPING: 1707 W 2016
 DQ6819_MARK LOGO: MNDT
 DQ6819_PROJECTION: RECESSED 5 CENTIMETERS
 DQ6819_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DQ6819_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ6819_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ6819+SATELLITE: SATELLITE OBSERVATIONS - September 06, 2023
 DQ6819_ROD/PIPE-DEPTH: 5.8 meters
 DQ6819
 DQ6819  HISTORY     - Date     Condition        Report By
 DQ6819  HISTORY     - 20160713 MONUMENTED       MNDT
 DQ6819  HISTORY     - 20230906 GOOD             MNDT
 DQ6819
 DQ6819                          STATION DESCRIPTION
 DQ6819
 DQ6819'DESCRIBED BY MN DEPT OF TRANSP 2016
 DQ6819'THE MARK IS LOCATED ABOUT 3.8 MI (6.1 KM) EAST NORTH EAST OF JEFFERS.
 DQ6819'
 DQ6819'TO REACH THE MARK GO 1.2 MI (1.9 KM) NORTH ALONG TRUNK HIGHWAY 71 FROM
 DQ6819'THE JUNCTION OF 71 AND TRUNK HIGHWAY 30 (JUNCTION IS 4.0 MI (6.4 KM)
 DQ6819'EAST OF JEFFERS), AT TRUNK HIGHWAY 71 MILE POINT 42.4. THE MARK IS
 DQ6819'LOCATED 70.0 FT (21.3 M) EAST OF TRUNK HIGHWAY 71, 5.5 FT (1.7 M) WEST
 DQ6819'OF A FENCE LINE, 5.0 FT (1.5 M) WEST OF A WITNESS POST.
 DQ6819'
 DQ6819'NOTE-THE STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM ROD
 DQ6819'DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION REMOVABLE DISK
 DQ6819'SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH PVC
 DQ6819'PIPE BACK FILLED WITH WASHED SAND.
 DQ6819
 DQ6819                          STATION RECOVERY (2023)
 DQ6819
 DQ6819'RECOVERY NOTE BY MN DEPT OF TRANSP 2023 (KMS)
 DQ6819'3.8 MI (6.1 KM) EAST-NORTHEAST OF JEFFERS, 1.2 MI (1.9 KM) NORTH ALONG
 DQ6819'TRUNK HIGHWAY 71 FROM THE JUNCTION OF 71 AND TRUNK HIGHWAY 30 (THE
 DQ6819'JUNCTION IS 4.0 MI (6.4 KM) EAST OF JEFFERS), AT TRUNK HIGHWAY 71 MILE
 DQ6819'POINT 42.4, 70.0 FT (21.3 M) EAST OF TRUNK HIGHWAY 71, 5.5 FT (1.7 M)
 DQ6819'WEST OF A FENCE LINE, 5.0 FT (1.5 M) WEST OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DQ6816 ***********************************************************************
 DQ6816  DESIGNATION -  1707 X
 DQ6816  PID         -  DQ6816
 DQ6816  STATE/COUNTY-  MN/COTTONWOOD
 DQ6816  COUNTRY     -  US
 DQ6816  USGS QUAD   -  SANBORN SE (2019)
 DQ6816
 DQ6816                         *CURRENT SURVEY CONTROL
 DQ6816  ______________________________________________________________________
 DQ6816* NAD 83(1986) POSITION- 44 07 29.88   (N) 095 07 13.04   (W)   HD_HELD1
 DQ6816* NAVD 88 ORTHO HEIGHT -   361.168 (meters)     1184.93  (feet) ADJUSTED
 DQ6816  ______________________________________________________________________
 DQ6816  GEOID HEIGHT    -        -27.360 (meters)                     GEOID18
 DQ6816  DYNAMIC HEIGHT  -        361.102 (meters)     1184.72  (feet) COMP
 DQ6816  MODELED GRAVITY -    980,425.6   (mgal)                       NAVD 88
 DQ6816
 DQ6816  VERT ORDER      -  SECOND    CLASS I
 DQ6816
 DQ6816.The horizontal coordinates were determined by differentially corrected
 DQ6816.hand held GPS observations or other comparable positioning techniques
 DQ6816.and have an estimated accuracy of +/- 3 meters.
 DQ6816
 DQ6816.The orthometric height was determined by differential leveling and
 DQ6816.adjusted by the NATIONAL GEODETIC SURVEY
 DQ6816.in May 2019.
 DQ6816
 DQ6816.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ6816.GEOID18 height accuracy estimate available here.
 DQ6816
 DQ6816.Click photographs - Photos may exist for this station.
 DQ6816
 DQ6816.The dynamic height is computed by dividing the NAVD 88
 DQ6816.geopotential number by the normal gravity value computed on the
 DQ6816.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ6816.degrees latitude (g = 980.6199 gals.).
 DQ6816
 DQ6816.The modeled gravity was interpolated from observed gravity values.
 DQ6816
 DQ6816;                    North         East    Units  Estimated Accuracy
 DQ6816;SPC MN S     -   225,611.2     710,342.6     MT  (+/- 3 meters HH1 GPS) 
 DQ6816
 DQ6816_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUJ3036387938(NAD 83)
 DQ6816
 DQ6816                          SUPERSEDED SURVEY CONTROL
 DQ6816
 DQ6816.No superseded survey control is available for this station.
 DQ6816
 DQ6816_MARKER: I = METAL ROD
 DQ6816_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DQ6816_STAMPING: 1707 X 2016
 DQ6816_MARK LOGO: MNDT
 DQ6816_PROJECTION: RECESSED 5 CENTIMETERS
 DQ6816_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DQ6816_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ6816_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ6816+SATELLITE: SATELLITE OBSERVATIONS - September 06, 2023
 DQ6816_ROD/PIPE-DEPTH: 11.3 meters
 DQ6816
 DQ6816  HISTORY     - Date     Condition        Report By
 DQ6816  HISTORY     - 20160714 MONUMENTED       MNDT
 DQ6816  HISTORY     - 20230906 GOOD             MNDT
 DQ6816
 DQ6816                          STATION DESCRIPTION
 DQ6816
 DQ6816'DESCRIBED BY MN DEPT OF TRANSP 2016
 DQ6816'THE STATION IS LOCATED ABOUT 10.2 MI (16.4 KM) SOUTHEAST OF LAMBERTON,
 DQ6816'6.1 MI (9.8 KM) NORTHEAST OF JEFFERS AND 5.9 MI (9.5 KM) SOUTH OF
 DQ6816'SANBORN.
 DQ6816'
 DQ6816'TO REACH THE MARK GO 5.15 MI (8.29 KM) NORTH ALONG TRUNK HIGHWAY 71
 DQ6816'FROM THE JUNCTION OF TRUNK HIGHWAY 71 AND TRUNK HIGHWAY 30 (JUNCTION
 DQ6816'IS 4.0 MI (6.4 KM) EAST OF JEFFERS), AT TRUNK HIGHWAY 71 MILE POINT
 DQ6816'46.35.
 DQ6816'
 DQ6816'THE MARK IS LOCATED 69.3 FT (21.1 M) EAST OF TRUNK HIGHWAY 71, 30.8 FT
 DQ6816'(9.4 M) SOUTH OF DRIVEWAY NUMBER 24838, 5.0 FT (1.5 M) WEST OF A
 DQ6816'WITNESS POST.
 DQ6816'
 DQ6816'NOTE-THE STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM ROD
 DQ6816'DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION REMOVABLE DISK
 DQ6816'SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH PVC
 DQ6816'PIPE BACK FILLED WITH WASHED SAND.
 DQ6816
 DQ6816                          STATION RECOVERY (2023)
 DQ6816
 DQ6816'RECOVERY NOTE BY MN DEPT OF TRANSP 2023 (KMS)
 DQ6816'6.2 MI (10.0 KM) NORTHEAST OF JEFFERS, 5.15 MI (8.29 KM) NORTH ALONG
 DQ6816'TRUNK HIGHWAY 71 FROM THE JUNCTION OF TRUNK HIGHWAY 71 AND TRUNK
 DQ6816'HIGHWAY 30 (THE JUNCTION IS 4.0 MI (6.4 KM) EAST OF JEFFERS), AT TRUNK
 DQ6816'HIGHWAY 71 MILE POINT 46.35, 69.3 FT (21.1 M) EAST OF TRUNK HIGHWAY
 DQ6816'71, 30.8 FT (9.4 M) SOUTH OF DRIVEWAY NUMBER 24838, 5.0 FT (1.5 M)
 DQ6816'WEST OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 PO0354 ***********************************************************************
 PO0354  DESIGNATION -  174 CAP RESET
 PO0354  PID         -  PO0354
 PO0354  STATE/COUNTY-  MN/WINONA
 PO0354  COUNTRY     -  US
 PO0354  USGS QUAD   -  WINONA EAST (2019)
 PO0354
 PO0354                         *CURRENT SURVEY CONTROL
 PO0354  ______________________________________________________________________
 PO0354* NAD 83(1986) POSITION- 44 00 56.     (N) 091 31 01.     (W)   SCALED
 PO0354* NAVD 88 ORTHO HEIGHT -   201.004 (meters)      659.46  (feet) ADJUSTED
 PO0354  ______________________________________________________________________
 PO0354  GEOID HEIGHT    -        -30.960 (meters)                     GEOID18
 PO0354  DYNAMIC HEIGHT  -        200.973 (meters)      659.36  (feet) COMP
 PO0354  MODELED GRAVITY -    980,458.0   (mgal)                       NAVD 88
 PO0354
 PO0354  VERT ORDER      -  FIRST     CLASS I
 PO0354
 PO0354.The horizontal coordinates were scaled from a map and have
 PO0354.an estimated accuracy of +/- 6 seconds.
 PO0354
 PO0354.The orthometric height was determined by differential leveling and
 PO0354.adjusted by the NATIONAL GEODETIC SURVEY
 PO0354.in June 1991.
 PO0354
 PO0354.Significant digits in the geoid height do not necessarily reflect accuracy.
 PO0354.GEOID18 height accuracy estimate available here.
 PO0354
 PO0354.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXJ188746(NAD 83)
 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
 PO0354.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PO0354.See file dsdata.pdf to determine how the superseded data were derived.
 PO0354
 PO0354_MARKER: DD = SURVEY DISK
 PO0354_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 PO0354_SP_SET: BRIDGE ABUTMENT
 PO0354_STAMPING: MRC PBM 174-175 RESET 1957 659.53
 PO0354_MARK LOGO: USACE
 PO0354_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PO0354
 PO0354  HISTORY     - Date     Condition        Report By
 PO0354  HISTORY     - 1957     MONUMENTED       USACE
 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, T106N, R6W.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DF8707 ***********************************************************************
 DF8707  HT_MOD      -  This is a Height Modernization Survey Station.
 DF8707  DESIGNATION -  18
 DF8707  PID         -  DF8707
 DF8707  STATE/COUNTY-  MN/KANABEC
 DF8707  COUNTRY     -  US
 DF8707  USGS QUAD   -  ANN LAKE (2019)
 DF8707
 DF8707                         *CURRENT SURVEY CONTROL
 DF8707  ______________________________________________________________________
 DF8707* NAD 83(2011) POSITION- 45 54 35.30654(N) 093 28 30.98123(W)   ADJUSTED
 DF8707* NAD 83(2011) ELLIP HT-   318.728 (meters)        (06/27/12)   ADJUSTED
 DF8707* NAD 83(2011) EPOCH   -  2010.00
 DF8707* NAVD 88 ORTHO HEIGHT -   346.26  (meters)     1136.0   (feet) GPS OBS
 DF8707  ______________________________________________________________________
 DF8707  NAVD 88 orthometric height was determined with geoid model    GEOID12B
 DF8707  GEOID HEIGHT    -        -27.527 (meters)                     GEOID12B
 DF8707  GEOID HEIGHT    -        -27.527 (meters)                     GEOID18
 DF8707  NAD 83(2011) X  -   -269,491.285 (meters)                     COMP
 DF8707  NAD 83(2011) Y  - -4,437,572.238 (meters)                     COMP
 DF8707  NAD 83(2011) Z  -  4,558,506.877 (meters)                     COMP
 DF8707  LAPLACE CORR    -         -3.08  (seconds)                    DEFLEC18
 DF8707
 DF8707  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DF8707  Standards:
 DF8707         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DF8707            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DF8707  -------------------------------------------------------------------
 DF8707  NETWORK    0.62   0.94           0.29   0.20   0.48     -0.02523897
 DF8707  -------------------------------------------------------------------
 DF8707  Click here for local accuracies and other accuracy information.
 DF8707
 DF8707.The horizontal coordinates were established by GPS observations
 DF8707.and adjusted by the National Geodetic Survey in June 2012.
 DF8707
 DF8707.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DF8707.been affixed to the stable North American tectonic plate. See 
 DF8707.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DF8707
 DF8707.The horizontal coordinates are valid at the epoch date displayed above
 DF8707.which is a decimal equivalence of Year/Month/Day.
 DF8707
 DF8707.The orthometric height was determined by GPS observations and a
 DF8707.high-resolution geoid model using precise GPS observation and
 DF8707.processing techniques.
 DF8707
 DF8707.Significant digits in the geoid height do not necessarily reflect accuracy.
 DF8707.GEOID18 height accuracy estimate available here.
 DF8707
 DF8707.Click photographs - Photos may exist for this station.
 DF8707
 DF8707.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DF8707
 DF8707.The Laplace correction was computed from DEFLEC18 derived deflections.
 DF8707
 DF8707.The ellipsoidal height was determined by GPS observations
 DF8707.and is referenced to NAD 83.
 DF8707
 DF8707. The following values were computed from the NAD 83(2011) position.
 DF8707
 DF8707;                    North         East     Units Scale Factor Converg.
 DF8707;SPC MN C     -   201,415.543   860,106.377   MT  0.99994939   +0 33 37.5
 DF8707;SPC MN C     -   660,810.83  2,821,865.67   sFT  0.99994939   +0 33 37.5
 DF8707;UTM  15      - 5,084,136.361   463,138.809   MT  0.99961670   -0 20 28.9
 DF8707
 DF8707!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF8707!SPC MN C     -   0.99995004  x   0.99994939  =   0.99989943
 DF8707!UTM  15      -   0.99995004  x   0.99961670  =   0.99956675
 DF8707
 DF8707_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL6313884136(NAD 83)
 DF8707
 DF8707                          SUPERSEDED SURVEY CONTROL
 DF8707
 DF8707  NAD 83(2007)-  45 54 35.30673(N)    093 28 30.98203(W) AD(2002.00) 0
 DF8707  ELLIP H (02/10/07)  318.762  (m)                       GP(2002.00)    
 DF8707  NAD 83(1996)-  45 54 35.30680(N)    093 28 30.98198(W) AD(       ) 1
 DF8707  ELLIP H (10/22/03)  318.803  (m)                       GP(       ) 3 2
 DF8707  NAVD 88 (10/22/03)  346.3    (m)  GEOID99  model used  GPS OBS        
 DF8707
 DF8707.Superseded values are not recommended for survey control.
 DF8707
 DF8707.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF8707.See file dsdata.pdf to determine how the superseded data were derived.
 DF8707
 DF8707_MARKER: DD = SURVEY DISK
 DF8707_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF8707_STAMPING: 18
 DF8707_MARK LOGO: MN-065
 DF8707_PROJECTION: FLUSH
 DF8707_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DF8707_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DF8707+STABILITY: SURFACE MOTION
 DF8707_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF8707+SATELLITE: SATELLITE OBSERVATIONS - November 13, 2017
 DF8707
 DF8707  HISTORY     - Date     Condition        Report By
 DF8707  HISTORY     - 2001     MONUMENTED       MN-065
 DF8707  HISTORY     - 20170607 GOOD             MNDT
 DF8707  HISTORY     - 20171113 GOOD             MNDT
 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'
 DF8707
 DF8707                          STATION RECOVERY (2017)
 DF8707
 DF8707'RECOVERY NOTE BY MN DEPT OF TRANSP 2017 (MAS)
 DF8707'6.0 MI (9.7 KM) NORTH OF OGILVIE, 6.2 MI (10.0 KM) NORTH ALONG TRUNK
 DF8707'HIGHWAY 47 FROM THE WEST JUNCTION OF TRUNK HIGHWAY 47 AND TRUNK
 DF8707'HIGHWAY 23 IN OGILVIE TO TRUNK HIGHWAY 47 MILE POINT 75.25, THEN 2.1
 DF8707'MI (3.4 KM) WEST ON COUNTY ROAD 26 (230TH AVENUE), THEN 0.8 MI (1.3
 DF8707'KM) SOUTH ON COUNTY ROAD 10 (CABLE STREET), 30.0 FT (9.1 M) WEST OF
 DF8707'CABLE STREET, 2.0 FT (0.6 M) SOUTH OF A WITNESS POST.
 DF8707
 DF8707                          STATION RECOVERY (2017)
 DF8707
 DF8707'RECOVERY NOTE BY MN DEPT OF TRANSP 2017 (BXH)
 DF8707'6.0 MILES NORTH OF OGILVIE, 6.2 MILES NORTH ALONG TRUNK HIGHWAY 47
 DF8707'FROM THE WEST JUNCTION OF TRUNK HIGHWAY 47 AND TRUNK HIGHWAY 23 IN
 DF8707'OGILVIE TO TRUNK HIGHWAY 47 MILEPOINT 75.25, THEN 2.1 MILES WEST ON
 DF8707'COUNTY ROAD 26 (230TH AVENUE), THEN 0.8 MILE SOUTH ON COUNTY ROAD 10
 DF8707'(CABLE STREET), 30.0 FEET WEST OF CABLE STREET, 2.0 FEET SOUTH OF A
 DF8707'WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DH6132 ***********************************************************************
 DH6132  DESIGNATION -  18 CDL
 DH6132  PID         -  DH6132
 DH6132  STATE/COUNTY-  MN/MAHNOMEN
 DH6132  COUNTRY     -  US
 DH6132  USGS QUAD   -  ROY LAKE (2019)
 DH6132
 DH6132                         *CURRENT SURVEY CONTROL
 DH6132  ______________________________________________________________________
 DH6132* NAD 83(1986) POSITION- 47 16 34.     (N) 095 36 56.     (W)   SCALED
 DH6132* NAVD 88 ORTHO HEIGHT -   460.242 (meters)     1509.98  (feet) ADJUSTED
 DH6132  ______________________________________________________________________
 DH6132  GEOID HEIGHT    -        -27.286 (meters)                     GEOID18
 DH6132  DYNAMIC HEIGHT  -        460.277 (meters)     1510.09  (feet) COMP
 DH6132  MODELED GRAVITY -    980,674.1   (mgal)                       NAVD 88
 DH6132
 DH6132  VERT ORDER      -  THIRD
 DH6132
 DH6132.The horizontal coordinates were scaled from a map and have
 DH6132.an estimated accuracy of +/- 6 seconds.
 DH6132
 DH6132.The orthometric height was determined by differential leveling and
 DH6132.adjusted by the NATIONAL GEODETIC SURVEY
 DH6132.in May 2009.
 DH6132
 DH6132.Significant digits in the geoid height do not necessarily reflect accuracy.
 DH6132.GEOID18 height accuracy estimate available here.
 DH6132
 DH6132.Click photographs - Photos may exist for this station.
 DH6132
 DH6132.The dynamic height is computed by dividing the NAVD 88
 DH6132.geopotential number by the normal gravity value computed on the
 DH6132.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH6132.degrees latitude (g = 980.6199 gals.).
 DH6132
 DH6132.The modeled gravity was interpolated from observed gravity values.
 DH6132
 DH6132;                    North         East    Units  Estimated Accuracy
 DH6132;SPC MN N     -   189,380.      609,710.      MT  (+/- 180 meters Scaled)
 DH6132
 DH6132_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUN021391(NAD 83)
 DH6132
 DH6132                          SUPERSEDED SURVEY CONTROL
 DH6132
 DH6132.No superseded survey control is available for this station.
 DH6132
 DH6132_MARKER: DD = SURVEY DISK
 DH6132_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 DH6132_STAMPING: 18 CDL 1967
 DH6132_MARK LOGO: USGS
 DH6132_PROJECTION: FLUSH
 DH6132_MAGNETIC: N = NO MAGNETIC MATERIAL
 DH6132_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DH6132_ROD/PIPE-DEPTH: 4.6 meters
 DH6132
 DH6132  HISTORY     - Date     Condition        Report By
 DH6132  HISTORY     - 1967     MONUMENTED       USGS
 DH6132  HISTORY     - 20061127 MARK NOT FOUND   MNDT
 DH6132
 DH6132                          STATION DESCRIPTION
 DH6132
 DH6132'DESCRIBED BY US GEOLOGICAL SURVEY 1967 (CDL)
 DH6132'NAYTAHWAUSH, 1.0 MI. NORTH AND 0.5 MI. EAST OF, T144N, R39W,
 DH6132'NEAR THE QUARTER CORNER BETWEEN SECTIONS 21 AND 22, 690 FT. NORTH AND
 DH6132'66.3 FT. EAST OF CENTER OF RD. AT A PRIVATE DRIVE EAST, 2.0 FT. NORTH
 DH6132'OF A POWER POLE, 1.8 FT. WEST OF A WITNESS POST, 10.0 FT. NORTH AND
 DH6132'66.3 FT. EAST OF CENTER OF RD. AT AN APPROACH WEST TO A GRAVEL PIT, ON
 DH6132'TOP OF A 1/2 INCH COPPER COATED STEEL ROD, DRIVEN 15 FT. INTO THE
 DH6132'GROUND, A STANDARD TABLET STAMPED 18 CDL 1967, TABLET IS SET FLUSH
 DH6132'WITH GROUND AND SURROUNDED BY A 6 INCH TILE.
 DH6132
 DH6132                          STATION RECOVERY (2006)
 DH6132
 DH6132'RECOVERY NOTE BY MN DEPT OF TRANSP 2006 (MPP)
 DH6132'THE MARK WAS NOT RECOVERED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 AH9842 ***********************************************************************
 AH9842  DESIGNATION -  18 CER
 AH9842  PID         -  AH9842
 AH9842  STATE/COUNTY-  MN/CLEARWATER
 AH9842  COUNTRY     -  US
 AH9842  USGS QUAD   -  HEART LAKE (2019)
 AH9842
 AH9842                         *CURRENT SURVEY CONTROL
 AH9842  ______________________________________________________________________
 AH9842* NAD 83(1986) POSITION- 47 15 12.94   (N) 095 15 17.75   (W)   HD_HELD1
 AH9842* NAVD 88 ORTHO HEIGHT -   455.767 (meters)     1495.30  (feet) ADJUSTED
 AH9842  ______________________________________________________________________
 AH9842  GEOID HEIGHT    -        -27.430 (meters)                     GEOID18
 AH9842  DYNAMIC HEIGHT  -        455.801 (meters)     1495.41  (feet) COMP
 AH9842  MODELED GRAVITY -    980,674.6   (mgal)                       NAVD 88
 AH9842
 AH9842  VERT ORDER      -  SECOND    CLASS I
 AH9842
 AH9842.The horizontal coordinates were determined by differentially corrected
 AH9842.hand held GPS observations or other comparable positioning techniques
 AH9842.and have an estimated accuracy of +/- 3 meters.
 AH9842
 AH9842.The orthometric height was determined by differential leveling and
 AH9842.adjusted by the NATIONAL GEODETIC SURVEY
 AH9842.in August 2019.
 AH9842
 AH9842.Significant digits in the geoid height do not necessarily reflect accuracy.
 AH9842.GEOID18 height accuracy estimate available here.
 AH9842
 AH9842.Click photographs - Photos may exist for this station.
 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     -   186,053.4     636,910.3     MT  (+/- 3 meters HH1 GPS) 
 AH9842
 AH9842_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUN2938335811(NAD 83)
 AH9842
 AH9842                          SUPERSEDED SURVEY CONTROL
 AH9842
 AH9842  NAVD 88 (06/02/04)  455.732  (m)         1495.18   (f) SUPERSEDED  2 1
 AH9842
 AH9842.Superseded values are not recommended for survey control.
 AH9842
 AH9842.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH9842.See file dsdata.pdf to determine how the superseded data were derived.
 AH9842
 AH9842_MARKER: DD = SURVEY DISK
 AH9842_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 AH9842_STAMPING: 18 CER 1967 1494
 AH9842_MARK LOGO: USGS
 AH9842_PROJECTION: PROJECTING 5 CENTIMETERS
 AH9842_MAGNETIC: I = MARKER IS A STEEL ROD
 AH9842_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AH9842_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AH9842+SATELLITE: SATELLITE OBSERVATIONS - June 30, 2014
 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  HISTORY     - 20140630 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.
 AH9842
 AH9842                          STATION RECOVERY (2014)
 AH9842
 AH9842'RECOVERY NOTE BY MN DEPT OF TRANSP 2014 (KMS)
 AH9842'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 SK0655 ***********************************************************************
 SK0655  DESIGNATION -  18 CLC
 SK0655  PID         -  SK0655
 SK0655  STATE/COUNTY-  MN/POLK
 SK0655  COUNTRY     -  US
 SK0655  USGS QUAD   -  OKLEE (2019)
 SK0655
 SK0655                         *CURRENT SURVEY CONTROL
 SK0655  ______________________________________________________________________
 SK0655* NAD 83(1986) POSITION- 47 46 30.     (N) 095 48 59.     (W)   SCALED
 SK0655* NAVD 88 ORTHO HEIGHT -   361.997 (meters)     1187.65  (feet) ADJUSTED
 SK0655  ______________________________________________________________________
 SK0655  GEOID HEIGHT    -        -27.180 (meters)                     GEOID18
 SK0655  DYNAMIC HEIGHT  -        362.062 (meters)     1187.87  (feet) COMP
 SK0655  MODELED GRAVITY -    980,780.2   (mgal)                       NAVD 88
 SK0655
 SK0655  VERT ORDER      -  THIRD
 SK0655
 SK0655.The horizontal coordinates were scaled from a map and have
 SK0655.an estimated accuracy of +/- 6 seconds.
 SK0655
 SK0655.The orthometric height was determined by differential leveling and
 SK0655.adjusted by the NATIONAL GEODETIC SURVEY
 SK0655.in June 1991.
 SK0655
 SK0655.Significant digits in the geoid height do not necessarily reflect accuracy.
 SK0655.GEOID18 height accuracy estimate available here.
 SK0655
 SK0655.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTN890951(NAD 83)
 SK0655
 SK0655                          SUPERSEDED SURVEY CONTROL
 SK0655
 SK0655.No superseded survey control is available for this station.
 SK0655
 SK0655_MARKER: DD = SURVEY DISK
 SK0655_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 SK0655_STAMPING: 18 CLC 1967
 SK0655_MARK LOGO: USGS
 SK0655_MAGNETIC: I = MARKER IS A STEEL ROD
 SK0655_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 SK0655
 SK0655  HISTORY     - Date     Condition        Report By
 SK0655  HISTORY     - 1967     MONUMENTED       USGS
 SK0655  HISTORY     - 20100701 MARK NOT FOUND   MNDT
 SK0655
 SK0655                          STATION DESCRIPTION
 SK0655
 SK0655'DESCRIBED BY US GEOLOGICAL SURVEY 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.
 SK0655
 SK0655                          STATION RECOVERY (2010)
 SK0655
 SK0655'RECOVERY NOTE BY MN DEPT OF TRANSP 2010 (MPP)
 SK0655'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 SK0656 ***********************************************************************
 SK0656  DESIGNATION -  18 CLC RM
 SK0656  PID         -  SK0656
 SK0656  STATE/COUNTY-  MN/POLK
 SK0656  COUNTRY     -  US
 SK0656  USGS QUAD   -  OKLEE (2019)
 SK0656
 SK0656                         *CURRENT SURVEY CONTROL
 SK0656  ______________________________________________________________________
 SK0656* NAD 83(1986) POSITION- 47 46 31.     (N) 095 48 59.     (W)   SCALED
 SK0656* NAVD 88 ORTHO HEIGHT -   361.664 (meters)     1186.56  (feet) ADJUSTED
 SK0656  ______________________________________________________________________
 SK0656  GEOID HEIGHT    -        -27.181 (meters)                     GEOID18
 SK0656  DYNAMIC HEIGHT  -        361.728 (meters)     1186.77  (feet) COMP
 SK0656  MODELED GRAVITY -    980,780.2   (mgal)                       NAVD 88
 SK0656
 SK0656  VERT ORDER      -  THIRD
 SK0656
 SK0656.The horizontal coordinates were scaled from a map and have
 SK0656.an estimated accuracy of +/- 6 seconds.
 SK0656
 SK0656.The orthometric height was determined by differential leveling and
 SK0656.adjusted by the NATIONAL GEODETIC SURVEY
 SK0656.in June 1991.
 SK0656
 SK0656.Significant digits in the geoid height do not necessarily reflect accuracy.
 SK0656.GEOID18 height accuracy estimate available here.
 SK0656
 SK0656.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTN890951(NAD 83)
 SK0656
 SK0656                          SUPERSEDED SURVEY CONTROL
 SK0656
 SK0656.No superseded survey control is available for this station.
 SK0656
 SK0656_MARKER: H = DRILL HOLE
 SK0656_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 SK0656_SP_SET: IN TOP OF METAL CULVERT
 SK0656_STAMPING: 18 CLC RM
 SK0656_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SK0656
 SK0656  HISTORY     - Date     Condition        Report By
 SK0656  HISTORY     - 1967     MONUMENTED       USGS
 SK0656
 SK0656                          STATION DESCRIPTION
 SK0656
 SK0656'DESCRIBED BY US GEOLOGICAL SURVEY 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 = MARCH 21, 2026 06:05:54 EDT
 DM9896 ***********************************************************************
 DM9896  HT_MOD      -  This is a Height Modernization Survey Station.
 DM9896  DESIGNATION -  18 CWH
 DM9896  PID         -  DM9896
 DM9896  STATE/COUNTY-  MN/CASS
 DM9896  COUNTRY     -  US
 DM9896  USGS QUAD   -  FIRST CROW WING LAKE (2019)
 DM9896
 DM9896                         *CURRENT SURVEY CONTROL
 DM9896  ______________________________________________________________________
 DM9896* NAD 83(2011) POSITION- 46 45 36.94187(N) 094 45 57.67716(W)   ADJUSTED
 DM9896* NAD 83(2011) ELLIP HT-   397.149 (meters)        (06/27/12)   ADJUSTED
 DM9896* NAD 83(2011) EPOCH   -  2010.00
 DM9896* NAVD 88 ORTHO HEIGHT -   424.72  (meters)     1393.4   (feet) GPS OBS
 DM9896  ______________________________________________________________________
 DM9896  NAVD 88 orthometric height was determined with geoid model    GEOID09
 DM9896  GEOID HEIGHT    -        -27.537 (meters)                     GEOID09
 DM9896  GEOID HEIGHT    -        -27.571 (meters)                     GEOID18
 DM9896  NAD 83(2011) X  -   -363,705.569 (meters)                     COMP
 DM9896  NAD 83(2011) Y  - -4,362,277.516 (meters)                     COMP
 DM9896  NAD 83(2011) Z  -  4,623,837.203 (meters)                     COMP
 DM9896  LAPLACE CORR    -         -3.03  (seconds)                    DEFLEC18
 DM9896
 DM9896  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DM9896  Standards:
 DM9896         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DM9896            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DM9896  -------------------------------------------------------------------
 DM9896  NETWORK    0.45   0.76           0.21   0.15   0.39     -0.10020323
 DM9896  -------------------------------------------------------------------
 DM9896  Click here for local accuracies and other accuracy information.
 DM9896
 DM9896.The horizontal coordinates were established by GPS observations
 DM9896.and adjusted by the National Geodetic Survey in June 2012.
 DM9896
 DM9896.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DM9896.been affixed to the stable North American tectonic plate. See 
 DM9896.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DM9896
 DM9896.The horizontal coordinates are valid at the epoch date displayed above
 DM9896.which is a decimal equivalence of Year/Month/Day.
 DM9896
 DM9896.The orthometric height was determined by GPS observations and a
 DM9896.high-resolution geoid model using precise GPS observation and
 DM9896.processing techniques.
 DM9896
 DM9896.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM9896.GEOID18 height accuracy estimate available here.
 DM9896
 DM9896.Click photographs - Photos may exist for this station.
 DM9896
 DM9896.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DM9896
 DM9896.The Laplace correction was computed from DEFLEC18 derived deflections.
 DM9896
 DM9896.The ellipsoidal height was determined by GPS observations
 DM9896.and is referenced to NAD 83.
 DM9896
 DM9896. The following values were computed from the NAD 83(2011) position.
 DM9896
 DM9896;                    North         East     Units Scale Factor Converg.
 DM9896;SPC MN C     -   295,778.161   760,580.539   MT  0.99994956   -0 22 23.8
 DM9896;SPC MN C     -   970,398.85  2,495,337.99   sFT  0.99994956   -0 22 23.8
 DM9896;UTM  15      - 5,180,037.751   365,139.114   MT  0.99982355   -1 17 12.2
 DM9896
 DM9896!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DM9896!SPC MN C     -   0.99993775  x   0.99994956  =   0.99988731
 DM9896!UTM  15      -   0.99993775  x   0.99982355  =   0.99976131
 DM9896
 DM9896_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUM6513980037(NAD 83)
 DM9896
 DM9896                          SUPERSEDED SURVEY CONTROL
 DM9896
 DM9896  NAD 83(2007)-  46 45 36.94175(N)    094 45 57.67822(W) AD(2002.00) 1
 DM9896  ELLIP H (07/18/11)  397.184  (m)                       GP(2002.00) 4 1
 DM9896
 DM9896.Superseded values are not recommended for survey control.
 DM9896
 DM9896.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DM9896.See file dsdata.pdf to determine how the superseded data were derived.
 DM9896
 DM9896_MARKER: DD = SURVEY DISK
 DM9896_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 DM9896_STAMPING: 18 CWH 1969
 DM9896_MARK LOGO: USGS
 DM9896_PROJECTION: FLUSH
 DM9896_MAGNETIC: I = MARKER IS A STEEL ROD
 DM9896_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DM9896_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DM9896+SATELLITE: SATELLITE OBSERVATIONS - May 09, 2023
 DM9896
 DM9896  HISTORY     - Date     Condition        Report By
 DM9896  HISTORY     - 19690401 MONUMENTED       USGS
 DM9896  HISTORY     - 20101103 GOOD             MNDT
 DM9896  HISTORY     - 20210630 GOOD             MNDT
 DM9896  HISTORY     - 20230509 GOOD             MNDT
 DM9896
 DM9896                          STATION DESCRIPTION
 DM9896
 DM9896'DESCRIBED BY MN DEPT OF TRANSP 2010 (MPP)
 DM9896'THE MARK WAS RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.
 DM9896'THE MARK IS 6.7 MILES SOUTHWEST OF OSHAWA, 3 MILES WEST ON TRUNK
 DM9896'HIGHWAY 87 THEN 3 MILES SOUTH ON TRUNK HIGHWAY 64 TO MILEPOINT 30.85,
 DM9896'THEN 3 MILE WEST ON COUNTY ROAD 19(12TH STREET SOUTHWEST), 29 FEET
 DM9896'NORTH OF COUNTY ROAD 19, 36 FEET WEST OF 92ND AVE SW (TEE-ROAD NORTH),
 DM9896'4.0 FEET WEST OF TELEPHONE POLE.
 DM9896
 DM9896                          STATION RECOVERY (2021)
 DM9896
 DM9896'RECOVERY NOTE BY MN DEPT OF TRANSP 2021 (TJD)
 DM9896'6.7 MI (10.8 KM) SOUTHWEST OF OSHAWA, 3.0 MI (4.8 KM) SOUTH ALONG
 DM9896'TRUNK HIGHWAY 64 FROM THE JUNCTION OF TRUNK HIGHWAY 645 AND TRUNK
 DM9896'HIGHWAY 87 (THE JUNCTION IS 3.0 MI (4.8 KM) WEST OF OSHAWA), THEN 3.0
 DM9896'MI (4.8 KM) WEST ON COUNTY ROAD 19 (12TH STREET SOUTHWEST), 29.0 FT
 DM9896'(8.8 M) NORTH OF COUNTY ROAD 19, 36.0 FT (11.0 M) WEST OF 92ND AVENUE
 DM9896'SOUTHWEST (TEE-ROAD NORTH), 1.0 FT (0.3 M) EAST OF A WITNESS POST.
 DM9896
 DM9896                          STATION RECOVERY (2023)
 DM9896
 DM9896'RECOVERY NOTE BY MN DEPT OF TRANSP 2023 (TJD)
 DM9896'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 QP0045 ***********************************************************************
 QP0045  DESIGNATION -  18 ES
 QP0045  PID         -  QP0045
 QP0045  STATE/COUNTY-  MN/STEARNS
 QP0045  COUNTRY     -  US
 QP0045  USGS QUAD   -  SAINT CLOUD (2019)
 QP0045
 QP0045                         *CURRENT SURVEY CONTROL
 QP0045  ______________________________________________________________________
 QP0045* NAD 83(1986) POSITION- 45 30 48.     (N) 094 09 31.     (W)   SCALED
 QP0045* NAVD 88 ORTHO HEIGHT -   309.448 (meters)     1015.25  (feet) ADJUSTED
 QP0045  ______________________________________________________________________
 QP0045  GEOID HEIGHT    -        -27.147 (meters)                     GEOID18
 QP0045  DYNAMIC HEIGHT  -        309.439 (meters)     1015.22  (feet) COMP
 QP0045  MODELED GRAVITY -    980,581.0   (mgal)                       NAVD 88
 QP0045
 QP0045  VERT ORDER      -  SECOND    CLASS 0
 QP0045
 QP0045.The horizontal coordinates were scaled from a map and have
 QP0045.an estimated accuracy of +/- 6 seconds.
 QP0045
 QP0045.The orthometric height was determined by differential leveling and
 QP0045.adjusted by the NATIONAL GEODETIC SURVEY
 QP0045.in June 1991.
 QP0045
 QP0045.Significant digits in the geoid height do not necessarily reflect accuracy.
 QP0045.GEOID18 height accuracy estimate available here.
 QP0045
 QP0045.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL095406(NAD 83)
 QP0045
 QP0045                          SUPERSEDED SURVEY CONTROL
 QP0045
 QP0045  NGVD 29 (11/26/84)  309.327  (m)         1014.85   (f) ADJUSTED    2 0
 QP0045
 QP0045.Superseded values are not recommended for survey control.
 QP0045
 QP0045.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QP0045.See file dsdata.pdf to determine how the superseded data were derived.
 QP0045
 QP0045_MARKER: DD = SURVEY DISK
 QP0045_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QP0045_STAMPING: ES 18 1949
 QP0045_MARK LOGO: USGS
 QP0045_PROJECTION: PROJECTING 8 CENTIMETERS
 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  HISTORY     - 20190708 MARK NOT FOUND   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.
 QP0045
 QP0045                          STATION RECOVERY (2019)
 QP0045
 QP0045'RECOVERY NOTE BY MN DEPT OF TRANSP 2019 (KDJ)
 QP0045'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 AC8183 ***********************************************************************
 AC8183  DESIGNATION -  18 GAF
 AC8183  PID         -  AC8183
 AC8183  STATE/COUNTY-  MN/SCOTT
 AC8183  COUNTRY     -  US
 AC8183  USGS QUAD   -  BELLE PLAINE SOUTH (2019)
 AC8183
 AC8183                         *CURRENT SURVEY CONTROL
 AC8183  ______________________________________________________________________
 AC8183* NAD 83(1986) POSITION- 44 32 36.42   (N) 093 45 15.80   (W)   HD_HELD1
 AC8183* NAVD 88 ORTHO HEIGHT -   302.713 (meters)      993.15  (feet) ADJUSTED
 AC8183  ______________________________________________________________________
 AC8183  GEOID HEIGHT    -        -27.686 (meters)                     GEOID18
 AC8183  DYNAMIC HEIGHT  -        302.681 (meters)      993.05  (feet) COMP
 AC8183  MODELED GRAVITY -    980,500.5   (mgal)                       NAVD 88
 AC8183
 AC8183  VERT ORDER      -  SECOND    CLASS I
 AC8183
 AC8183.The horizontal coordinates were determined by differentially corrected
 AC8183.hand held GPS observations or other comparable positioning techniques
 AC8183.and have an estimated accuracy of +/- 3 meters.
 AC8183
 AC8183.The orthometric height was determined by differential leveling and
 AC8183.adjusted by the NATIONAL GEODETIC SURVEY
 AC8183.in May 2019.
 AC8183
 AC8183.Significant digits in the geoid height do not necessarily reflect accuracy.
 AC8183.GEOID18 height accuracy estimate available here.
 AC8183
 AC8183.Click photographs - Photos may exist for this station.
 AC8183
 AC8183.The dynamic height is computed by dividing the NAVD 88
 AC8183.geopotential number by the normal gravity value computed on the
 AC8183.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC8183.degrees latitude (g = 980.6199 gals.).
 AC8183
 AC8183.The modeled gravity was interpolated from observed gravity values.
 AC8183
 AC8183;                    North         East    Units  Estimated Accuracy
 AC8183;SPC MN S     -   271,524.2     819,517.3     MT  (+/- 3 meters HH1 GPS) 
 AC8183
 AC8183_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK4007232512(NAD 83)
 AC8183
 AC8183                          SUPERSEDED SURVEY CONTROL
 AC8183
 AC8183  NAVD 88 (09/23/97)  302.728  (m)          993.20   (f) SUPERSEDED  2 1
 AC8183
 AC8183.Superseded values are not recommended for survey control.
 AC8183
 AC8183.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC8183.See file dsdata.pdf to determine how the superseded data were derived.
 AC8183
 AC8183_MARKER: DB = BENCH MARK DISK
 AC8183_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 AC8183_STAMPING: 18 GAF 1955 933
 AC8183_MARK LOGO: USGS
 AC8183_PROJECTION: PROJECTING 15 CENTIMETERS
 AC8183_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 AC8183_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AC8183_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC8183+SATELLITE: SATELLITE OBSERVATIONS - April 23, 2024
 AC8183
 AC8183  HISTORY     - Date     Condition        Report By
 AC8183  HISTORY     - 19550401 MONUMENTED       USGS
 AC8183  HISTORY     - 1980     GOOD             MNDT
 AC8183  HISTORY     - 20080618 GOOD             MNDT
 AC8183  HISTORY     - 20160414 GOOD             MNDT
 AC8183  HISTORY     - 20240423 GOOD             MNDT
 AC8183
 AC8183                          STATION DESCRIPTION
 AC8183
 AC8183'DESCRIBED BY MN DEPT OF TRANSP 1980 (EGS)
 AC8183'THE MARK IS LOCATED 4.6 MILES EAST ALONG TRUNK HIGHWAY 19 FROM ITS
 AC8183'JUNCTION WITH TRUNK HIGHWAY 169, IN THE SE 1/4 OF SECTION 31, T113N,
 AC8183'R24W, ABOUT 800 FEET EAST OF COUNTY ROAD 55 AND 270 FEET WEST OF A T -
 AC8183'ROAD TO THE SOUTH.  THE MARK IS 78 FEET NORTH OF THE CENTERLINE OF
 AC8183'TRUNK HIGHWAY 19 AT MILEPOINT 142.4, 3 FEET WEST OF A POWER POLE, AND
 AC8183'1.0 FOOT SOUTH OF A STEEL WITNESS POST.  THE MARK, A STANDARD USGS
 AC8183'BENCH MARK DISK STAMPED---18 GAF 1955---, IS SET IN THE TOP OF A 12
 AC8183'INCH SQUARE CONCRETE MONUMENT THAT PROJECTS 0.5 FOOT ABOVE THE SURFACE
 AC8183'OF THE GROUND.
 AC8183
 AC8183                          STATION RECOVERY (2008)
 AC8183
 AC8183'RECOVERY NOTE BY MN DEPT OF TRANSP 2008 (WEF)
 AC8183'RECOVERED AS DESCRIBED.
 AC8183
 AC8183                          STATION RECOVERY (2016)
 AC8183
 AC8183'RECOVERY NOTE BY MN DEPT OF TRANSP 2016 (KMS)
 AC8183'THE MARK IS LOCATED ABOUT 7.5 MI (12.1 KM) EAST OF HENDERSON.
 AC8183'
 AC8183'TO REACH THE MARK GO 4.7 MI (7.6 KM) EAST ALONG TRUNK HIGHWAY 19 FROM
 AC8183'THE JUNCTION OF TRUNK HIGHWAY 19 AND TRUNK HIGHWAY 169 (JUNCTION IS
 AC8183'3.0 MI (4.8 KM) EAST OF HENDERSON), AT TRUNK HIGHWAY 19 MILE POINT
 AC8183'142.4.
 AC8183'
 AC8183'THE MARK IS LOCATED 270.0 FT (82.3 M) WEST OF 243RD AVENUE EXTENDED,
 AC8183'78.0 FT (23.8 M) NORTH OF TRUNK HIGHWAY 19, 30.0 FT (9.1 M) EAST OF A
 AC8183'POWER POLE, 1.0 FT (0.3 M) SOUTH OF A WITNESS POST.
 AC8183
 AC8183                          STATION RECOVERY (2024)
 AC8183
 AC8183'RECOVERY NOTE BY MN DEPT OF TRANSP 2024 (KMS)
 AC8183'7.5 MI (12.1 KM) EAST OF HENDERSON, 4.7 MI (7.6 KM) EAST ALONG TRUNK
 AC8183'HIGHWAY 19 FROM THE JUNCTION OF TRUNK HIGHWAY 19 AND TRUNK HIGHWAY 169
 AC8183'(THE JUNCTION IS 3.0 MI (4.8 KM) EAST OF HENDERSON), AT TRUNK HIGHWAY
 AC8183'19 MILE POINT 142.4, 270.0 FT (82.3 M) WEST OF 243RD AVENUE EXTENDED,
 AC8183'78.0 FT (23.8 M) NORTH OF TRUNK HIGHWAY 19, 30.0 FT (9.1 M) EAST OF A
 AC8183'POWER POLE, 1.0 FT (0.3 M) SOUTH OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DP7450 ***********************************************************************
 DP7450  DESIGNATION -  18 GJS
 DP7450  PID         -  DP7450
 DP7450  STATE/COUNTY-  MN/MOWER
 DP7450  COUNTRY     -  US
 DP7450  USGS QUAD   -  SARGEANT (2019)
 DP7450
 DP7450                         *CURRENT SURVEY CONTROL
 DP7450  ______________________________________________________________________
 DP7450* NAD 83(1986) POSITION- 43 47 26.79   (N) 092 52 09.57   (W)   HD_HELD1
 DP7450* NAVD 88 ORTHO HEIGHT -   399.582 (meters)     1310.96  (feet) ADJUSTED
 DP7450  ______________________________________________________________________
 DP7450  GEOID HEIGHT    -        -29.404 (meters)                     GEOID18
 DP7450  DYNAMIC HEIGHT  -        399.491 (meters)     1310.66  (feet) COMP
 DP7450  MODELED GRAVITY -    980,380.9   (mgal)                       NAVD 88
 DP7450
 DP7450  VERT ORDER      -  SECOND    CLASS I
 DP7450
 DP7450.The horizontal coordinates were determined by differentially corrected
 DP7450.hand held GPS observations or other comparable positioning techniques
 DP7450.and have an estimated accuracy of +/- 3 meters.
 DP7450
 DP7450.The orthometric height was determined by differential leveling and
 DP7450.adjusted by the NATIONAL GEODETIC SURVEY
 DP7450.in June 2015.
 DP7450
 DP7450.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP7450.GEOID18 height accuracy estimate available here.
 DP7450
 DP7450.Click photographs - Photos may exist for this station.
 DP7450
 DP7450.The dynamic height is computed by dividing the NAVD 88
 DP7450.geopotential number by the normal gravity value computed on the
 DP7450.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP7450.degrees latitude (g = 980.6199 gals.).
 DP7450
 DP7450.The modeled gravity was interpolated from observed gravity values.
 DP7450
 DP7450;                    North         East    Units  Estimated Accuracy
 DP7450;SPC MN S     -   188,494.9     891,002.2     MT  (+/- 3 meters HH1 GPS) 
 DP7450
 DP7450_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWJ1051348643(NAD 83)
 DP7450
 DP7450                          SUPERSEDED SURVEY CONTROL
 DP7450
 DP7450.No superseded survey control is available for this station.
 DP7450
 DP7450_MARKER: DD = SURVEY DISK
 DP7450_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DP7450_STAMPING: 56.50 18 GJS 1964 1311
 DP7450_MARK LOGO: MNHD
 DP7450_PROJECTION: FLUSH
 DP7450_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DP7450_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DP7450+STABILITY: SURFACE MOTION
 DP7450_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP7450+SATELLITE: SATELLITE OBSERVATIONS - July 09, 2024
 DP7450
 DP7450  HISTORY     - Date     Condition        Report By
 DP7450  HISTORY     - 19640401 MONUMENTED       MNHD
 DP7450  HISTORY     - 20130429 GOOD             MNDT
 DP7450  HISTORY     - 20240709 GOOD             MNDT
 DP7450
 DP7450                          STATION DESCRIPTION
 DP7450
 DP7450'DESCRIBED BY MN DEPT OF TRANSP 2013 (KMS)
 DP7450'THE STATION IS LOCATED ABOUT 3.5 MI (5.6 KM) WEST-SOUTHWEST OF
 DP7450'SARGEANT, 3.5 MI (5.6 KM) NORTH OF BROWNSDALE AND 2.2 MI (3.5 KM)
 DP7450'SOUTH OF WALTHAM.
 DP7450'
 DP7450'TO REACH THE MARK GO 3.5 MI (5.6 KM) NORTH ALONG TRUNK HIGHWAY 56
 DP7450'FROM THE JUNCTION OF TRUNK HIGHWAY 56 AND MAIN STREET (COUNTY ROAD 2)
 DP7450'IN BROWNSDALE, AT TRUNK HIGHWAY MILE POINT 39.25.
 DP7450'
 DP7450'THE MARK IS 52.0 FT (15.8 M) EAST OF TRUNK HIGHWAY 56, 26.5 FT (8.1 M)
 DP7450'SOUTH OF 300TH STREET, AT NORTHWEST CORNER OF CEMETERY, MARK IS A
 DP7450'SECTION CORNER MONUMENT.
 DP7450
 DP7450                          STATION RECOVERY (2024)
 DP7450
 DP7450'RECOVERY NOTE BY MN DEPT OF TRANSP 2024 (RMJ)
 DP7450'3.5 MI (5.6 KM) NORTH OF BROWNSDALE, 3.5 MI (5.6 KM) NORTH ALONG TRUNK
 DP7450'HIGHWAY 56 FROM THE JUNCTION OF TRUNK HIGHWAY 56 AND COUNTY ROAD 2
 DP7450'(MAIN STREET) IN BROWNSDALE, AT TRUNK HIGHWAY MILE POINT 39.25, 52.0
 DP7450'FT (15.8 M) EAST OF TRUNK HIGHWAY 56, 26.5 FT (8.1 M) SOUTH OF 300TH
 DP7450'STREET, AT THE NORTHWEST CORNER OF A CEMETERY.  STATION 18 GJS IS A
 DP7450'SECTION CORNER MONUMENT.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DK6255 ***********************************************************************
 DK6255  DESIGNATION -  18 KEE
 DK6255  PID         -  DK6255
 DK6255  STATE/COUNTY-  MN/KITTSON
 DK6255  COUNTRY     -  US
 DK6255  USGS QUAD   -  SKULL LAKE SE (2019)
 DK6255
 DK6255                         *CURRENT SURVEY CONTROL
 DK6255  ______________________________________________________________________
 DK6255* NAD 83(2011) POSITION- 48 49 55.87179(N) 096 33 29.79909(W)   ADJUSTED
 DK6255* NAD 83(2011) ELLIP HT-   278.877 (meters)        (06/27/12)   ADJUSTED
 DK6255* NAD 83(2011) EPOCH   -  2010.00
 DK6255* NAVD 88 ORTHO HEIGHT -   306.3   (meters)     1005.    (feet) GPS OBS
 DK6255  ______________________________________________________________________
 DK6255  NAVD 88 orthometric height was determined with geoid model    GEOID03
 DK6255  GEOID HEIGHT    -        -27.359 (meters)                     GEOID03
 DK6255  GEOID HEIGHT    -        -27.405 (meters)                     GEOID18
 DK6255  NAD 83(2011) X  -   -480,461.288 (meters)                     COMP
 DK6255  NAD 83(2011) Y  - -4,179,157.402 (meters)                     COMP
 DK6255  NAD 83(2011) Z  -  4,778,504.562 (meters)                     COMP
 DK6255  LAPLACE CORR    -         -1.67  (seconds)                    DEFLEC18
 DK6255
 DK6255  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DK6255  Standards:
 DK6255         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DK6255            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DK6255  -------------------------------------------------------------------
 DK6255  NETWORK    0.89   1.12           0.42   0.28   0.57      0.09648343
 DK6255  -------------------------------------------------------------------
 DK6255  Click here for local accuracies and other accuracy information.
 DK6255
 DK6255.The horizontal coordinates were established by GPS observations
 DK6255.and adjusted by the National Geodetic Survey in June 2012.
 DK6255
 DK6255.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DK6255.been affixed to the stable North American tectonic plate. See 
 DK6255.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DK6255
 DK6255.The horizontal coordinates are valid at the epoch date displayed above
 DK6255.which is a decimal equivalence of Year/Month/Day.
 DK6255
 DK6255.The orthometric height was determined by GPS observations and a
 DK6255.high-resolution geoid model.
 DK6255
 DK6255.Significant digits in the geoid height do not necessarily reflect accuracy.
 DK6255.GEOID18 height accuracy estimate available here.
 DK6255
 DK6255.Click photographs - Photos may exist for this station.
 DK6255
 DK6255.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DK6255
 DK6255.The Laplace correction was computed from DEFLEC18 derived deflections.
 DK6255
 DK6255.The ellipsoidal height was determined by GPS observations
 DK6255.and is referenced to NAD 83.
 DK6255
 DK6255. The following values were computed from the NAD 83(2011) position.
 DK6255
 DK6255;                    North         East     Units Scale Factor Converg.
 DK6255;SPC MN N     -   364,974.004   546,173.406   MT  1.00005468   -2 33 48.0
 DK6255;SPC MN N     - 1,197,418.88  1,791,903.92   sFT  1.00005468   -2 33 48.0
 DK6255;UTM  14      - 5,411,676.059   679,185.789   MT  0.99999446   +1 50 18.9
 DK6255
 DK6255!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DK6255!SPC MN N     -   0.99995630  x   1.00005468  =   1.00001097
 DK6255!UTM  14      -   0.99995630  x   0.99999446  =   0.99995076
 DK6255
 DK6255_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UPV7918511676(NAD 83)
 DK6255
 DK6255                          SUPERSEDED SURVEY CONTROL
 DK6255
 DK6255  NAD 83(2007)-  48 49 55.87183(N)    096 33 29.80010(W) AD(2002.00) 1
 DK6255  ELLIP H (07/11/08)  278.908  (m)                       GP(2002.00) 4 1
 DK6255
 DK6255.Superseded values are not recommended for survey control.
 DK6255
 DK6255.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK6255.See file dsdata.pdf to determine how the superseded data were derived.
 DK6255
 DK6255_MARKER: DD = SURVEY DISK
 DK6255_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DK6255_STAMPING: 18 KEE 1966
 DK6255_MARK LOGO: USGS
 DK6255_PROJECTION: RECESSED 3 CENTIMETERS
 DK6255_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DK6255+STABILITY: SURFACE MOTION
 DK6255_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DK6255+SATELLITE: SATELLITE OBSERVATIONS - September 21, 2007
 DK6255
 DK6255  HISTORY     - Date     Condition        Report By
 DK6255  HISTORY     - 1966     MONUMENTED       USGS
 DK6255  HISTORY     - 20070921 GOOD             MN-069
 DK6255
 DK6255                          STATION DESCRIPTION
 DK6255
 DK6255'DESCRIBED BY KITTSON COUNTY MINNESOTA 2007 (DJA)
 DK6255'1.8 MILES SOUTH AND 11.2 MILES EAST OF LANCASTER, 36 FEET SOUTH OF
 DK6255'TRAIL, 3.5 FEET SOUTH OF FENCE CORNER, 3 FEET WEST OF WITNESS POST,
 DK6255'ALONG ROAD AT TRAIL NORTH.  REMOVE BRUSH TO SOUTH FOR GPS.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DK7876 ***********************************************************************
 DK7876  DESIGNATION -  18 LNB
 DK7876  PID         -  DK7876
 DK7876  STATE/COUNTY-  MN/OTTER TAIL
 DK7876  COUNTRY     -  US
 DK7876  USGS QUAD   -  MILLERVILLE (2019)
 DK7876
 DK7876                         *CURRENT SURVEY CONTROL
 DK7876  ______________________________________________________________________
 DK7876* NAD 83(1986) POSITION- 46 07 19.99   (N) 095 33 45.91   (W)   HD_HELD1
 DK7876* NAVD 88 ORTHO HEIGHT -   445.312 (meters)     1460.99  (feet) ADJUSTED
 DK7876  ______________________________________________________________________
 DK7876  GEOID HEIGHT    -        -26.421 (meters)                     GEOID18
 DK7876  DYNAMIC HEIGHT  -        445.311 (meters)     1460.99  (feet) COMP
 DK7876  MODELED GRAVITY -    980,599.8   (mgal)                       NAVD 88
 DK7876
 DK7876  VERT ORDER      -  SECOND    CLASS I
 DK7876
 DK7876.The horizontal coordinates were determined by differentially corrected
 DK7876.hand held GPS observations or other comparable positioning techniques
 DK7876.and have an estimated accuracy of +/- 3 meters.
 DK7876
 DK7876.The orthometric height was determined by differential leveling and
 DK7876.adjusted by the NATIONAL GEODETIC SURVEY
 DK7876.in May 2009.
 DK7876
 DK7876.No vertical observational check was made to the station.
 DK7876
 DK7876.Significant digits in the geoid height do not necessarily reflect accuracy.
 DK7876.GEOID18 height accuracy estimate available here.
 DK7876
 DK7876.Click photographs - Photos may exist for this station.
 DK7876
 DK7876.The dynamic height is computed by dividing the NAVD 88
 DK7876.geopotential number by the normal gravity value computed on the
 DK7876.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK7876.degrees latitude (g = 980.6199 gals.).
 DK7876
 DK7876.The modeled gravity was interpolated from observed gravity values.
 DK7876
 DK7876;                    North         East    Units  Estimated Accuracy
 DK7876;SPC MN C     -   225,570.8     698,545.8     MT  (+/- 3 meters HH1 GPS) 
 DK7876
 DK7876_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUM0199910819(NAD 83)
 DK7876
 DK7876                          SUPERSEDED SURVEY CONTROL
 DK7876
 DK7876.No superseded survey control is available for this station.
 DK7876
 DK7876_MARKER: DD = SURVEY DISK
 DK7876_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DK7876_STAMPING: 18 LNB 1967
 DK7876_MARK LOGO: USGS
 DK7876_PROJECTION: PROJECTING 5 CENTIMETERS
 DK7876_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 DK7876_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DK7876+STABILITY: SURFACE MOTION
 DK7876_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DK7876+SATELLITE: SATELLITE OBSERVATIONS - June 23, 2021
 DK7876
 DK7876  HISTORY     - Date     Condition        Report By
 DK7876  HISTORY     - 19670401 MONUMENTED       USGS
 DK7876  HISTORY     - 20051010 GOOD             MNDT
 DK7876  HISTORY     - 20090707 GOOD             MNDT
 DK7876  HISTORY     - 20210623 GOOD             MNDT
 DK7876
 DK7876                          STATION DESCRIPTION
 DK7876
 DK7876'DESCRIBED BY MN DEPT OF TRANSP 2005 (WAS)
 DK7876'THE MARK IS LOCATED ABOUT 10.0 MI (16.1 KM) NORTHEAST OF EVANSVILLE,
 DK7876'9.8 MI (15.8 KM) SOUTH OF VINING AND 3.8 MI (6.1 KM) NORTH OF
 DK7876'MILLERVILLE.  2.5 MI (4.0 KM) WEST OF URBANK, 53 FT (16.2 M) SOUTH OF
 DK7876'COUNTY ROAD 38 AND 95 FT (29.0 M) EAST OF COUNTY ROAD 87 AT TEE ROAD
 DK7876'SOUTH, 2.2 FT (0.7 M) EAST OF POWER POLE, 1.0 FT (0.3 M) NORTH OF A
 DK7876'FENCE, 1.2 FT (0.4 M) WEST OF A WITNESS POST.
 DK7876
 DK7876                          STATION RECOVERY (2009)
 DK7876
 DK7876'RECOVERY NOTE BY MN DEPT OF TRANSP 2009 (PJG)
 DK7876'2.5 MI (4.0 KM) WEST OF URBANK, 2.4 MI (3.9 KM) WEST ALONG COUNTY ROAD
 DK7876'38  FROM THE JUNCTION OF COUNTY ROAD 38 AND COUNTY ROAD 59 IN URBANK,
 DK7876'53.0 FT (16.2 M) SOUTH OF COUNTY ROAD 38 AND 95.0 FT (29.0 M) EAST OF
 DK7876'COUNTY ROAD 87 AT TEE-ROAD SOUTH, 2.2 FT (0.7 M) EAST OF POWER POLE,
 DK7876'1.0 FT (0.3 M) NORTH OF A FENCE, 1.2 FT (0.4 M) WEST OF A WITNESS
 DK7876'POST.
 DK7876
 DK7876                          STATION RECOVERY (2021)
 DK7876
 DK7876'RECOVERY NOTE BY MN DEPT OF TRANSP 2021 (KMS)
 DK7876'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 WA0176 ***********************************************************************
 WA0176  HT_MOD      -  This is a Height Modernization Survey Station.
 WA0176  DESIGNATION -  18 MDD
 WA0176  PID         -  WA0176
 WA0176  STATE/COUNTY-  MN/POLK
 WA0176  COUNTRY     -  US
 WA0176  USGS QUAD   -  OSLO NE (2019)
 WA0176
 WA0176                         *CURRENT SURVEY CONTROL
 WA0176  ______________________________________________________________________
 WA0176* NAD 83(2011) POSITION- 48 09 32.18060(N) 097 06 26.35113(W)   ADJUSTED
 WA0176* NAD 83(2011) ELLIP HT-   219.904 (meters)        (08/27/13)   ADJUSTED
 WA0176* NAD 83(2011) EPOCH   -  2010.00
 WA0176* NAVD 88 ORTHO HEIGHT -   246.87  (meters)      809.9   (feet) GPS OBS
 WA0176  ______________________________________________________________________
 WA0176  NAVD 88 orthometric height was determined with geoid model    GEOID12A
 WA0176  GEOID HEIGHT    -        -26.954 (meters)                     GEOID12A
 WA0176  GEOID HEIGHT    -        -26.950 (meters)                     GEOID18
 WA0176  NAD 83(2011) X  -   -527,418.231 (meters)                     COMP
 WA0176  NAD 83(2011) Y  - -4,229,960.605 (meters)                     COMP
 WA0176  NAD 83(2011) Z  -  4,728,847.292 (meters)                     COMP
 WA0176  LAPLACE CORR    -         -2.11  (seconds)                    DEFLEC18
 WA0176
 WA0176  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 WA0176  Standards:
 WA0176         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 WA0176            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 WA0176  -------------------------------------------------------------------
 WA0176  NETWORK    1.37   1.96           0.61   0.49   1.00      0.25606508
 WA0176  -------------------------------------------------------------------
 WA0176  Click here for local accuracies and other accuracy information.
 WA0176
 WA0176.The horizontal coordinates were established by GPS observations
 WA0176.and adjusted by the MN DEPT OF TRANSP in August 2013.
 WA0176
 WA0176.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 WA0176.been affixed to the stable North American tectonic plate. See 
 WA0176.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 WA0176
 WA0176.The horizontal coordinates are valid at the epoch date displayed above
 WA0176.which is a decimal equivalence of Year/Month/Day.
 WA0176
 WA0176.The orthometric height was determined by GPS observations and a
 WA0176.high-resolution geoid model using precise GPS observation and
 WA0176.processing techniques.
 WA0176
 WA0176.Significant digits in the geoid height do not necessarily reflect accuracy.
 WA0176.GEOID18 height accuracy estimate available here.
 WA0176
 WA0176.Click photographs - Photos may exist for this station.
 WA0176
 WA0176.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 WA0176
 WA0176.The Laplace correction was computed from DEFLEC18 derived deflections.
 WA0176
 WA0176.The ellipsoidal height was determined by GPS observations
 WA0176.and is referenced to NAD 83.
 WA0176
 WA0176. The following values were computed from the NAD 83(2011) position.
 WA0176
 WA0176;                    North         East     Units Scale Factor Converg.
 WA0176;SPC MN N     -   292,157.235   502,029.789   MT  0.99991874   -2 58 13.1
 WA0176;SPC MN N     -   958,519.20  1,647,076.07   sFT  0.99991874   -2 58 13.1
 WA0176;UTM  14      - 5,335,698.087   640,748.439   MT  0.99984341   +1 24 37.0
 WA0176
 WA0176!             -  Elev Factor  x  Scale Factor =   Combined Factor
 WA0176!SPC MN N     -   0.99996554  x   0.99991874  =   0.99988428
 WA0176!UTM  14      -   0.99996554  x   0.99984341  =   0.99980895
 WA0176
 WA0176_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UPU4074835698(NAD 83)
 WA0176
 WA0176                          SUPERSEDED SURVEY CONTROL
 WA0176
 WA0176.No superseded survey control is available for this station.
 WA0176
 WA0176_MARKER: DD = SURVEY DISK
 WA0176_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 WA0176_STAMPING: 18 MDD 1966
 WA0176_MARK LOGO: USGS
 WA0176_PROJECTION: FLUSH
 WA0176_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 WA0176_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 WA0176+STABILITY: SURFACE MOTION
 WA0176_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 WA0176+SATELLITE: SATELLITE OBSERVATIONS - July 21, 2021
 WA0176
 WA0176  HISTORY     - Date     Condition        Report By
 WA0176  HISTORY     - 19660401 MONUMENTED       USGS
 WA0176  HISTORY     - 20120719 GOOD             MNDT
 WA0176  HISTORY     - 20210721 GOOD             MNDT
 WA0176
 WA0176                          STATION DESCRIPTION
 WA0176
 WA0176'DESCRIBED BY MN DEPT OF TRANSP 2012 (JXJ)
 WA0176'2.5 MILES SOUTH AND 1.25 MILES EAST OF OSLO, 1.2 MILE EAST-NORTHEAST
 WA0176'AND EAST ALONG TRUNK HIGHWAY 1 EAST FROM THE JUNCTION OF TRUNK HIGHWAY
 WA0176'1 EAST AND MAIN STREET IN OSLO, THEN 1.5 MILES SOUTH ALONG 490TH
 WA0176'AVENUE NORTHWEST, THEN 1.0 MILE SOUTH ALONG COUNTY HIGHWAY 22, THEN 38
 WA0176'FEET WEST ALONG UNKNOWN ROAD, 30 FEET NORTH OF 195TH STREET NORTHWEST,
 WA0176'54 FEET WEST OF COUNTY ROAD 22, AT PRIVATE DRIVE WEST, 22.3 FEET
 WA0176'SOUTHEAST OF WOOD POST AND TELEPHONE PEDESTAL, 6 FEET WEST OF NORTH
 WA0176'END OF CONCRETE CULVERT, 1.0 FOOT EAST OF WITNESS POST.
 WA0176
 WA0176                          STATION RECOVERY (2021)
 WA0176
 WA0176'RECOVERY NOTE BY MN DEPT OF TRANSP 2021 (TJD)
 WA0176'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 ON0602 ***********************************************************************
 ON0602  DESIGNATION -  18 RDS RESET
 ON0602  PID         -  ON0602
 ON0602  STATE/COUNTY-  MN/WINONA
 ON0602  COUNTRY     -  US
 ON0602  USGS QUAD   -  LEWISTON (2019)
 ON0602
 ON0602                         *CURRENT SURVEY CONTROL
 ON0602  ______________________________________________________________________
 ON0602* NAD 83(1986) POSITION- 43 57 16.     (N) 091 52 08.     (W)   SCALED
 ON0602* NAVD 88 ORTHO HEIGHT -   361.76  (meters)     1186.9   (feet) RESET
 ON0602  ______________________________________________________________________
 ON0602  GEOID HEIGHT    -        -30.189 (meters)                     GEOID18
 ON0602  VERT ORDER      -  THIRD
 ON0602
 ON0602.The horizontal coordinates were scaled from a map and have
 ON0602.an estimated accuracy of +/- 6 seconds.
 ON0602
 ON0602.The orthometric height was computed from unverified reset data.
 ON0602
 ON0602.No vertical observational check was made to the station.
 ON0602
 ON0602.Significant digits in the geoid height do not necessarily reflect accuracy.
 ON0602.GEOID18 height accuracy estimate available here.
 ON0602
 ON0602.Click photographs - Photos may exist for this station.
 ON0602
 ON0602;                    North         East    Units  Estimated Accuracy
 ON0602;SPC MN S     -   208,280.      971,030.      MT  (+/- 180 meters Scaled)
 ON0602
 ON0602_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWJ907674(NAD 83)
 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
 ON0602.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ON0602.See file dsdata.pdf to determine how the superseded data were derived.
 ON0602
 ON0602_MARKER: DD = SURVEY DISK
 ON0602_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ON0602_STAMPING: 18 RDS 1952 RESET 1975
 ON0602_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 ON0602
 ON0602  HISTORY     - Date     Condition        Report By
 ON0602  HISTORY     - 1975     MONUMENTED       MNHD
 ON0602
 ON0602                          STATION DESCRIPTION
 ON0602
 ON0602'DESCRIBED BY MN HIGHWAY DEPT 1975
 ON0602'2 MI S FROM LEWISTON.
 ON0602'THE MARK IS LOCATED ABOUT 0.5 MILES SOUTH OF WINONA COUNTY ROAD
 ON0602'18 ON COUNTY ROAD 29.  IT IS 300 FEET SOUTHEAST OF A LARGE RED
 ON0602'BARN, 74 FEET EAST OF THE CENTERLINE OF THE ROAD AND 2.0 FEET SOUTH
 ON0602'OF A STEEL WITNESS POST.  LAT. 43 DEG 57 MIN 20 SEC.  LONG. 91 DEG
 ON0602'52 MIN 10 SEC.  SE 1/4 SECTION 26, T 106N, R 9W
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 PP2083 ***********************************************************************
 PP2083  DESIGNATION -  18 RLG
 PP2083  PID         -  PP2083
 PP2083  STATE/COUNTY-  MN/BLUE EARTH
 PP2083  COUNTRY     -  US
 PP2083  USGS QUAD   -  BEAUFORD (2019)
 PP2083
 PP2083                         *CURRENT SURVEY CONTROL
 PP2083  ______________________________________________________________________
 PP2083* NAD 83(1986) POSITION- 44 04 44.76   (N) 093 52 41.97   (W)   HD_HELD1
 PP2083* NAVD 88 ORTHO HEIGHT -   299.010 (meters)      981.00  (feet) ADJUSTED
 PP2083  ______________________________________________________________________
 PP2083  GEOID HEIGHT    -        -28.654 (meters)                     GEOID18
 PP2083  DYNAMIC HEIGHT  -        298.956 (meters)      980.82  (feet) COMP
 PP2083  MODELED GRAVITY -    980,428.5   (mgal)                       NAVD 88
 PP2083
 PP2083  VERT ORDER      -  SECOND    CLASS I
 PP2083
 PP2083.The horizontal coordinates were determined by differentially corrected
 PP2083.hand held GPS observations or other comparable positioning techniques
 PP2083.and have an estimated accuracy of +/- 3 meters.
 PP2083
 PP2083.The orthometric height was determined by differential leveling and
 PP2083.adjusted by the NATIONAL GEODETIC SURVEY
 PP2083.in June 1991.
 PP2083
 PP2083.Significant digits in the geoid height do not necessarily reflect accuracy.
 PP2083.GEOID18 height accuracy estimate available here.
 PP2083
 PP2083.Click photographs - Photos may exist for this station.
 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     -   219,907.9     809,745.6     MT  (+/- 3 meters HH1 GPS) 
 PP2083
 PP2083_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVJ2967481033(NAD 83)
 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
 PP2083.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PP2083.See file dsdata.pdf to determine how the superseded data were derived.
 PP2083
 PP2083_MARKER: DB = BENCH MARK DISK
 PP2083_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PP2083_STAMPING: 18 RLG 1949
 PP2083_MARK LOGO: USGS
 PP2083_PROJECTION: RECESSED 10 CENTIMETERS
 PP2083_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 PP2083_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PP2083+STABILITY: SURFACE MOTION
 PP2083_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PP2083+SATELLITE: SATELLITE OBSERVATIONS - August 31, 2022
 PP2083
 PP2083  HISTORY     - Date     Condition        Report By
 PP2083  HISTORY     - 1949     MONUMENTED       USGS
 PP2083  HISTORY     - 1979     GOOD             MNDT
 PP2083  HISTORY     - 20160421 GOOD             MNDT
 PP2083  HISTORY     - 20210419 GOOD             MNDT
 PP2083  HISTORY     - 20220831 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.
 PP2083
 PP2083                          STATION RECOVERY (2016)
 PP2083
 PP2083'RECOVERY NOTE BY MN DEPT OF TRANSP 2016 (KMS)
 PP2083'RECOVERED AS DESCRIBED.
 PP2083
 PP2083                          STATION RECOVERY (2021)
 PP2083
 PP2083'RECOVERY NOTE BY MN DEPT OF TRANSP 2021 (KMS)
 PP2083'0.75 MI (1.21 KM) WEST OF ST. CLAIR, 0.75 MI (1.21 KM) WEST ALONG
 PP2083'COUNTY ROAD 15 FROM THE JUNCTION OF COUNTY ROAD 15 AND TRUNK HIGHWAY
 PP2083'83 IN ST. CLAIR, THEN 0.05 MI (0.08 KM) SOUTH ON 602ND AVENUE, 25.0 FT
 PP2083'(7.6 M) EAST OF 602ND AVENUE, 1.0 FT (0.3 M) WEST OF A WITNESS POST.
 PP2083
 PP2083                          STATION RECOVERY (2022)
 PP2083
 PP2083'RECOVERY NOTE BY MN DEPT OF TRANSP 2022 (KMS)
 PP2083'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DP7049 ***********************************************************************
 DP7049  DESIGNATION -  18 RWM
 DP7049  PID         -  DP7049
 DP7049  STATE/COUNTY-  MN/WILKIN
 DP7049  COUNTRY     -  US
 DP7049  USGS QUAD   -  WOLVERTON (2019)
 DP7049
 DP7049                         *CURRENT SURVEY CONTROL
 DP7049  ______________________________________________________________________
 DP7049* NAD 83(2011) POSITION- 46 30 00.89429(N) 096 38 01.12614(W)   ADJUSTED
 DP7049* NAD 83(2011) ELLIP HT-   264.921 (meters)        (04/23/15)   ADJUSTED
 DP7049* NAD 83(2011) EPOCH   -  2010.00
 DP7049* NAVD 88 ORTHO HEIGHT -   291.5   (meters)      956.    (feet) GPS OBS
 DP7049  ______________________________________________________________________
 DP7049  NAVD 88 orthometric height was determined with geoid model    GEOID12A
 DP7049  GEOID HEIGHT    -        -26.564 (meters)                     GEOID12A
 DP7049  GEOID HEIGHT    -        -26.568 (meters)                     GEOID18
 DP7049  NAD 83(2011) X  -   -508,097.742 (meters)                     COMP
 DP7049  NAD 83(2011) Y  - -4,368,888.525 (meters)                     COMP
 DP7049  NAD 83(2011) Z  -  4,603,891.574 (meters)                     COMP
 DP7049  LAPLACE CORR    -         -2.66  (seconds)                    DEFLEC18
 DP7049
 DP7049  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DP7049  Standards:
 DP7049         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DP7049            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DP7049  -------------------------------------------------------------------
 DP7049  NETWORK    0.68   0.86           0.31   0.23   0.44      0.12272270
 DP7049  -------------------------------------------------------------------
 DP7049  Click here for local accuracies and other accuracy information.
 DP7049
 DP7049.The horizontal coordinates were established by GPS observations
 DP7049.and adjusted by the MN DEPT OF TRANSP in April 2015.
 DP7049
 DP7049.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DP7049.been affixed to the stable North American tectonic plate. See 
 DP7049.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DP7049
 DP7049.The horizontal coordinates are valid at the epoch date displayed above
 DP7049.which is a decimal equivalence of Year/Month/Day.
 DP7049
 DP7049.The orthometric height was determined by GPS observations and a
 DP7049.high-resolution geoid model.
 DP7049
 DP7049.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP7049.GEOID18 height accuracy estimate available here.
 DP7049
 DP7049.Click photographs - Photos may exist for this station.
 DP7049
 DP7049.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DP7049
 DP7049.The Laplace correction was computed from DEFLEC18 derived deflections.
 DP7049
 DP7049.The ellipsoidal height was determined by GPS observations
 DP7049.and is referenced to NAD 83.
 DP7049
 DP7049. The following values were computed from the NAD 83(2011) position.
 DP7049
 DP7049;                    North         East     Units Scale Factor Converg.
 DP7049;SPC MN C     -   269,500.451   617,067.098   MT  0.99992618   -1 43 27.5
 DP7049;SPC MN C     -   884,186.06  2,024,494.30   sFT  0.99992618   -1 43 27.5
 DP7049;UTM  14      - 5,152,351.530   681,571.334   MT  1.00000526   +1 43 01.1
 DP7049
 DP7049!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DP7049!SPC MN C     -   0.99995847  x   0.99992618  =   0.99988466
 DP7049!UTM  14      -   0.99995847  x   1.00000526  =   0.99996373
 DP7049
 DP7049_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPS8157152351(NAD 83)
 DP7049
 DP7049                          SUPERSEDED SURVEY CONTROL
 DP7049
 DP7049.No superseded survey control is available for this station.
 DP7049
 DP7049_MARKER: DD = SURVEY DISK
 DP7049_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 DP7049_STAMPING: 18 RWM 1964
 DP7049_MARK LOGO: USGS
 DP7049_PROJECTION: FLUSH
 DP7049_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DP7049_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DP7049_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP7049+SATELLITE: SATELLITE OBSERVATIONS - December 18, 2019
 DP7049
 DP7049  HISTORY     - Date     Condition        Report By
 DP7049  HISTORY     - 19640401 MONUMENTED       USGS
 DP7049  HISTORY     - 20130805 GOOD             MNDT
 DP7049  HISTORY     - 20191218 GOOD             MNDT
 DP7049
 DP7049                          STATION DESCRIPTION
 DP7049
 DP7049'DESCRIBED BY MN DEPT OF TRANSP 2013 (BEN)
 DP7049'6.45 MILES SOUTHEAST OF WOLVERTON, 0.4 MILE SOUTH ALONG TRUNK HIGHWAY
 DP7049'75 FROM JUNCTION OF TRUNK HIGHWAY 75 AND LIND AVENUE IN WOLVERTON,
 DP7049'THEN 4.6 MILES EAST ON COUNTY ROAD 30, THEN 4.0 MILES SOUTH ON COUNTY
 DP7049'ROAD 3, THEN 351 FEET EAST ON COUNTY ROAD 180 (190TH STREET), 42 FEET
 DP7049'NORTH OF COUNTY ROAD 28, 0.5 FOOT SOUTH OF WITNESS POST.
 DP7049
 DP7049                          STATION RECOVERY (2019)
 DP7049
 DP7049'RECOVERY NOTE BY MN DEPT OF TRANSP 2019 (KMS)
 DP7049'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 PR0782 ***********************************************************************
 PR0782  DESIGNATION -  18 T
 PR0782  PID         -  PR0782
 PR0782  STATE/COUNTY-  MN/LINCOLN
 PR0782  COUNTRY     -  US
 PR0782  USGS QUAD   -  TYLER (2019)
 PR0782
 PR0782                         *CURRENT SURVEY CONTROL
 PR0782  ______________________________________________________________________
 PR0782* NAD 83(1996) POSITION- 44 22 19.66224(N) 096 14 08.73522(W)   ADJUSTED
 PR0782* NAVD 88 ORTHO HEIGHT -   539.04  (+/-2cm)     1768.5   (feet) VERTCON3
 PR0782  ______________________________________________________________________
 PR0782  GEOID HEIGHT    -        -26.118 (meters)                     GEOID18
 PR0782  LAPLACE CORR    -         -4.65  (seconds)                    DEFLEC18
 PR0782  HORZ ORDER      -  THIRD
 PR0782  VERT ORDER      -  THIRD ? (See Below)
 PR0782
 PR0782.The horizontal coordinates were established by classical geodetic methods
 PR0782.and adjusted by the National Geodetic Survey in March 1999.
 PR0782
 PR0782.The NAVD 88 height was computed by applying the VERTCON shift value to
 PR0782.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PR0782
 PR0782.Significant digits in the geoid height do not necessarily reflect accuracy.
 PR0782.GEOID18 height accuracy estimate available here.
 PR0782
 PR0782.The vertical order pertains to the NGVD 29 superseded value.
 PR0782
 PR0782.Click photographs - Photos may exist for this station.
 PR0782
 PR0782.The Laplace correction was computed from DEFLEC18 derived deflections.
 PR0782
 PR0782. The following values were computed from the NAD 83(1996) position.
 PR0782
 PR0782;                    North         East     Units Scale Factor Converg.
 PR0782;SPC MN S     -   254,895.483   621,838.473   MT  0.99992458   -1 34 01.6
 PR0782;SPC MN S     -   836,269.60  2,040,148.39   sFT  0.99992458   -1 34 01.6
 PR0782;UTM  14      - 4,916,922.305   720,232.623   MT  1.00019653   +1 56 01.9
 PR0782
 PR0782!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PR0782!SPC MN S     -   0.99991958  x   0.99992458  =   0.99984417
 PR0782!UTM  14      -   0.99991958  x   1.00019653  =   1.00011610
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQQ2023216922(NAD 83)
 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             538.78   (m)         1767.6    (f) LEVELING    3  
 PR0782
 PR0782.Superseded values are not recommended for survey control.
 PR0782
 PR0782.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PR0782.See file dsdata.pdf to determine how the superseded data were derived.
 PR0782
 PR0782_MARKER: DB = BENCH MARK DISK
 PR0782_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PR0782_STAMPING: 18 T 1960 1768
 PR0782_MARK LOGO: USGS
 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 = MARCH 21, 2026 06:05:54 EDT
 DP2268 ***********************************************************************
 DP2268  DESIGNATION -  18 TPA
 DP2268  PID         -  DP2268
 DP2268  STATE/COUNTY-  MN/BELTRAMI
 DP2268  COUNTRY     -  US
 DP2268  USGS QUAD   -  BORDEN LAKE (2019)
 DP2268
 DP2268                         *CURRENT SURVEY CONTROL
 DP2268  ______________________________________________________________________
 DP2268* NAD 83(1986) POSITION- 47 46 23.14   (N) 094 32 53.24   (W)   HD_HELD1
 DP2268* NAVD 88 ORTHO HEIGHT -   412.297 (meters)     1352.68  (feet) ADJUSTED
 DP2268  ______________________________________________________________________
 DP2268  GEOID HEIGHT    -        -28.152 (meters)                     GEOID18
 DP2268  DYNAMIC HEIGHT  -        412.364 (meters)     1352.90  (feet) COMP
 DP2268  MODELED GRAVITY -    980,761.1   (mgal)                       NAVD 88
 DP2268
 DP2268  VERT ORDER      -  SECOND    CLASS I
 DP2268
 DP2268.The horizontal coordinates were determined by differentially corrected
 DP2268.hand held GPS observations or other comparable positioning techniques
 DP2268.and have an estimated accuracy of +/- 3 meters.
 DP2268
 DP2268.The orthometric height was determined by differential leveling and
 DP2268.adjusted by the NATIONAL GEODETIC SURVEY
 DP2268.in September 2014.
 DP2268
 DP2268.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP2268.GEOID18 height accuracy estimate available here.
 DP2268
 DP2268.Click photographs - Photos may exist for this station.
 DP2268
 DP2268.The dynamic height is computed by dividing the NAVD 88
 DP2268.geopotential number by the normal gravity value computed on the
 DP2268.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP2268.degrees latitude (g = 980.6199 gals.).
 DP2268
 DP2268.The modeled gravity was interpolated from observed gravity values.
 DP2268
 DP2268;                    North         East    Units  Estimated Accuracy
 DP2268;SPC MN N     -   242,550.5     691,477.2     MT  (+/- 3 meters HH1 GPS) 
 DP2268
 DP2268_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUN8401292241(NAD 83)
 DP2268
 DP2268                          SUPERSEDED SURVEY CONTROL
 DP2268
 DP2268.No superseded survey control is available for this station.
 DP2268
 DP2268_MARKER: DD = SURVEY DISK
 DP2268_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 DP2268_SP_SET: BOX CULVERT
 DP2268_STAMPING: 18 TPA 1972
 DP2268_MARK LOGO: USGS
 DP2268_MAGNETIC: N = NO MAGNETIC MATERIAL
 DP2268_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DP2268+STABILITY: SURFACE MOTION
 DP2268_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DP2268+SATELLITE: SATELLITE OBSERVATIONS - August 07, 2012
 DP2268
 DP2268  HISTORY     - Date     Condition        Report By
 DP2268  HISTORY     - 19720401 MONUMENTED       USGS
 DP2268  HISTORY     - 20120807 GOOD             MNDT
 DP2268
 DP2268                          STATION DESCRIPTION
 DP2268
 DP2268'DESCRIBED BY MN DEPT OF TRANSP 2012 (KMS)
 DP2268'THE STATION IS LOCATED ABOUT 10.0 MI (16.1 KM) NORTHEAST OF TENSTRIKE,
 DP2268'5.5 MI (8.8 KM) WEST OF FUNKLEY AND 2.8 MI (4.5 KM) NORTH OF
 DP2268'BLACKDUCK.
 DP2268'
 DP2268'TO REACH THE MARK GO 2.75 MI (4.4 KM) NORTH ALONG TRUNK HIGHWAY 72
 DP2268'FROM THE JUNCTION OF TRUNK HIGHWAY 72 AND TRUNK HIGHWAY 71 IN
 DP2268'BLACKDUCK, AT TRUNK HIGHWAY 72 MILE POINT 2.85, IN SOUTH HEADWALL OF
 DP2268'BOX CULVERT UNDER DRIVE WAY NUMBER 27997.
 DP2268'
 DP2268'THE MARK IS LOCATED 30.5 FT (9.3 M) WEST OF TRUNK HIGHWAY 72, 13.5 FT
 DP2268'(4.1 M) SOUTH OF DRIVEWAY NUMBER 27997.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 AI5731 ***********************************************************************
 AI5731  DESIGNATION -  1801 A
 AI5731  PID         -  AI5731
 AI5731  STATE/COUNTY-  MN/CROW WING
 AI5731  COUNTRY     -  US
 AI5731  USGS QUAD   -  GARRISON (2019)
 AI5731
 AI5731                         *CURRENT SURVEY CONTROL
 AI5731  ______________________________________________________________________
 AI5731* NAD 83(1986) POSITION- 46 21 27.86   (N) 093 52 17.13   (W)   HD_HELD1
 AI5731* NAVD 88 ORTHO HEIGHT -   387.332 (meters)     1270.77  (feet) ADJUSTED
 AI5731  ______________________________________________________________________
 AI5731  GEOID HEIGHT    -        -27.509 (meters)                     GEOID18
 AI5731  DYNAMIC HEIGHT  -        387.341 (meters)     1270.80  (feet) COMP
 AI5731  MODELED GRAVITY -    980,627.5   (mgal)                       NAVD 88
 AI5731
 AI5731  VERT ORDER      -  SECOND    CLASS I
 AI5731
 AI5731.The horizontal coordinates were determined by differentially corrected
 AI5731.hand held GPS observations or other comparable positioning techniques
 AI5731.and have an estimated accuracy of +/- 3 meters.
 AI5731
 AI5731.The orthometric height was determined by differential leveling and
 AI5731.adjusted by the NATIONAL GEODETIC SURVEY
 AI5731.in August 2006.
 AI5731
 AI5731.Significant digits in the geoid height do not necessarily reflect accuracy.
 AI5731.GEOID18 height accuracy estimate available here.
 AI5731
 AI5731.Click photographs - Photos may exist for this station.
 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     -   250,977.1     829,133.7     MT  (+/- 3 meters HH1 GPS) 
 AI5731
 AI5731_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVM3295934164(NAD 83)
 AI5731
 AI5731                          SUPERSEDED SURVEY CONTROL
 AI5731
 AI5731  NAVD 88 (09/27/00)  387.332  (m)         1270.77   (f) SUPERSEDED  2 1
 AI5731
 AI5731.Superseded values are not recommended for survey control.
 AI5731
 AI5731.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI5731.See file dsdata.pdf to determine how the superseded data were derived.
 AI5731
 AI5731_MARKER: DD = SURVEY DISK
 AI5731_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 AI5731_STAMPING: 1801 A 1999
 AI5731_MARK LOGO: MNDT
 AI5731_PROJECTION: RECESSED 5 CENTIMETERS
 AI5731_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AI5731_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AI5731_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AI5731+SATELLITE: SATELLITE OBSERVATIONS - November 01, 2022
 AI5731_ROD/PIPE-DEPTH: 12.2 meters
 AI5731
 AI5731  HISTORY     - Date     Condition        Report By
 AI5731  HISTORY     - 1999     MONUMENTED       MNDT
 AI5731  HISTORY     - 20161013 GOOD             MNDT
 AI5731  HISTORY     - 20190730 GOOD             MNDT
 AI5731  HISTORY     - 20221101 GOOD             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.
 AI5731
 AI5731                          STATION RECOVERY (2016)
 AI5731
 AI5731'RECOVERY NOTE BY MN DEPT OF TRANSP 2016 (MAS)
 AI5731'RECOVERED AS DESCRIBED.
 AI5731
 AI5731                          STATION RECOVERY (2019)
 AI5731
 AI5731'RECOVERY NOTE BY MN DEPT OF TRANSP 2019 (DAS)
 AI5731'RECOVERED IN GOOD CONDITION.
 AI5731
 AI5731                          STATION RECOVERY (2022)
 AI5731
 AI5731'RECOVERY NOTE BY MN DEPT OF TRANSP 2022 (MAS)
 AI5731'4.7 MI (7.6 KM) NORTH-NORTHWEST OF GARRISON, 0.85 MI (1.37 KM) NORTH
 AI5731'ALONG TRUNK HIGHWAY 6 FROM THE JUNCTION OF TRUNK HIGHWAY 6 AND TRUNK
 AI5731'HIGHWAY 18 (THE JUNCTION IS 4.5 MI (7.2 KM) NORTHWEST OF GARRISON), AT
 AI5731'TRUNK HIGHWAY 6 MILE POINT 0.85, 91.5 FT (27.9 M) EAST-NORTHEAST OF
 AI5731'TRUNK HIGHWAY 6, 8.8 FT (2.7 M) SOUTH-SOUTHEAST OF A POWER POLE, 2.5
 AI5731'FT (0.8 M) EAST-NORTHEAST OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 AI5732 ***********************************************************************
 AI5732  DESIGNATION -  1801 B
 AI5732  PID         -  AI5732
 AI5732  STATE/COUNTY-  MN/CROW WING
 AI5732  COUNTRY     -  US
 AI5732  USGS QUAD   -  GRAVE LAKE (2019)
 AI5732
 AI5732                         *CURRENT SURVEY CONTROL
 AI5732  ______________________________________________________________________
 AI5732* NAD 83(1986) POSITION- 46 22 25.05   (N) 093 52 30.05   (W)   HD_HELD1
 AI5732* NAVD 88 ORTHO HEIGHT -   386.880 (meters)     1269.29  (feet) ADJUSTED
 AI5732  ______________________________________________________________________
 AI5732  GEOID HEIGHT    -        -27.535 (meters)                     GEOID18
 AI5732  DYNAMIC HEIGHT  -        386.889 (meters)     1269.32  (feet) COMP
 AI5732  MODELED GRAVITY -    980,627.4   (mgal)                       NAVD 88
 AI5732
 AI5732  VERT ORDER      -  SECOND    CLASS I
 AI5732
 AI5732.The horizontal coordinates were determined by differentially corrected
 AI5732.hand held GPS observations or other comparable positioning techniques
 AI5732.and have an estimated accuracy of +/- 3 meters.
 AI5732
 AI5732.The orthometric height was determined by differential leveling and
 AI5732.adjusted by the NATIONAL GEODETIC SURVEY
 AI5732.in August 2006.
 AI5732
 AI5732.Significant digits in the geoid height do not necessarily reflect accuracy.
 AI5732.GEOID18 height accuracy estimate available here.
 AI5732
 AI5732.Click photographs - Photos may exist for this station.
 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     -   252,741.5     828,849.2     MT  (+/- 3 meters HH1 GPS) 
 AI5732
 AI5732_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVM3270335933(NAD 83)
 AI5732
 AI5732                          SUPERSEDED SURVEY CONTROL
 AI5732
 AI5732  NAVD 88 (09/27/00)  386.880  (m)         1269.29   (f) SUPERSEDED  2 1
 AI5732
 AI5732.Superseded values are not recommended for survey control.
 AI5732
 AI5732.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI5732.See file dsdata.pdf to determine how the superseded data were derived.
 AI5732
 AI5732_MARKER: DD = SURVEY DISK
 AI5732_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 AI5732_STAMPING: 1801 B 1994
 AI5732_MARK LOGO: MNDT
 AI5732_PROJECTION: RECESSED 8 CENTIMETERS
 AI5732_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AI5732_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AI5732_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AI5732+SATELLITE: SATELLITE OBSERVATIONS - November 01, 2022
 AI5732_ROD/PIPE-DEPTH: 25.0 meters
 AI5732
 AI5732  HISTORY     - Date     Condition        Report By
 AI5732  HISTORY     - 1994     MONUMENTED       MNDT
 AI5732  HISTORY     - 20161013 GOOD             MNDT
 AI5732  HISTORY     - 20190730 GOOD             MNDT
 AI5732  HISTORY     - 20221101 GOOD             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.
 AI5732
 AI5732                          STATION RECOVERY (2016)
 AI5732
 AI5732'RECOVERY NOTE BY MN DEPT OF TRANSP 2016 (MAS)
 AI5732'RECOVERED AS DESCRIBED.
 AI5732
 AI5732                          STATION RECOVERY (2019)
 AI5732
 AI5732'RECOVERY NOTE BY MN DEPT OF TRANSP 2019 (DAS)
 AI5732'RECOVERED IN GOOD CONDITION.
 AI5732
 AI5732                          STATION RECOVERY (2022)
 AI5732
 AI5732'RECOVERY NOTE BY MN DEPT OF TRANSP 2022 (MAS)
 AI5732'5.2 MI (8.4 KM) NORTH-NORTHWEST OF GARRISON, 2.05 MI (3.30 KM) NORTH
 AI5732'ALONG TRUNK HIGHWAY 6 FROM THE JUNCTION OF TRUNK HIGHWAY 6 AND TRUNK
 AI5732'HIGHWAY 18 (THE JUNCTION IS 4.5 MI (7.2 KM) NORTHWEST OF GARRISON), AT
 AI5732'TRUNK HIGHWAY 6 MILE POINT 2.05, 206.4 FT (62.9 M) EAST OF TRUNK
 AI5732'HIGHWAY 6, 69.5 FT (21.2 M) SOUTH-SOUTHWEST OF EAGLEWOOD DRIVE, 37.6
 AI5732'FT (11.5 M) SOUTH OF A TELEPHONE CABLE PEDESTAL NUMBER 5000 54, 2.0 FT
 AI5732'(0.6 M) WEST-SOUTHWEST OF A RIGHT-OF-WAY AND A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DQ8458 ***********************************************************************
 DQ8458  DESIGNATION -  1801 C RESET
 DQ8458  PID         -  DQ8458
 DQ8458  STATE/COUNTY-  MN/CROW WING
 DQ8458  COUNTRY     -  US
 DQ8458  USGS QUAD   -  BAY LAKE (2019)
 DQ8458
 DQ8458                         *CURRENT SURVEY CONTROL
 DQ8458  ______________________________________________________________________
 DQ8458* NAD 83(1986) POSITION- 46 23 14.54   (N) 093 52 22.26   (W)   HD_HELD1
 DQ8458* NAVD 88 ORTHO HEIGHT -   388.160 (meters)     1273.49  (feet) ADJUSTED
 DQ8458  ______________________________________________________________________
 DQ8458  GEOID HEIGHT    -        -27.561 (meters)                     GEOID18
 DQ8458  DYNAMIC HEIGHT  -        388.170 (meters)     1273.52  (feet) COMP
 DQ8458  MODELED GRAVITY -    980,628.1   (mgal)                       NAVD 88
 DQ8458
 DQ8458  VERT ORDER      -  SECOND    CLASS I
 DQ8458
 DQ8458.The horizontal coordinates were determined by differentially corrected
 DQ8458.hand held GPS observations or other comparable positioning techniques
 DQ8458.and have an estimated accuracy of +/- 3 meters.
 DQ8458
 DQ8458.The orthometric height was determined by differential leveling and
 DQ8458.adjusted by the NATIONAL GEODETIC SURVEY
 DQ8458.in April 2021.
 DQ8458
 DQ8458.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ8458.GEOID18 height accuracy estimate available here.
 DQ8458
 DQ8458.Click photographs - Photos may exist for this station.
 DQ8458
 DQ8458.The dynamic height is computed by dividing the NAVD 88
 DQ8458.geopotential number by the normal gravity value computed on the
 DQ8458.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ8458.degrees latitude (g = 980.6199 gals.).
 DQ8458
 DQ8458.The modeled gravity was interpolated from observed gravity values.
 DQ8458
 DQ8458;                    North         East    Units  Estimated Accuracy
 DQ8458;SPC MN C     -   254,270.3     829,008.4     MT  (+/- 3 meters HH1 GPS) 
 DQ8458
 DQ8458_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVM3288637458(NAD 83)
 DQ8458
 DQ8458                          SUPERSEDED SURVEY CONTROL
 DQ8458
 DQ8458.No superseded survey control is available for this station.
 DQ8458
 DQ8458_MARKER: I = METAL ROD
 DQ8458_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DQ8458_STAMPING: 1801 C RESET 2016
 DQ8458_MARK LOGO: MNDT
 DQ8458_PROJECTION: RECESSED 5 CENTIMETERS
 DQ8458_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DQ8458_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ8458_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DQ8458+SATELLITE: SATELLITE OBSERVATIONS - November 01, 2022
 DQ8458_ROD/PIPE-DEPTH: 15.8 meters
 DQ8458
 DQ8458  HISTORY     - Date     Condition        Report By
 DQ8458  HISTORY     - 20161013 MONUMENTED       MNDT
 DQ8458  HISTORY     - 20221101 GOOD             MNDT
 DQ8458
 DQ8458                          STATION DESCRIPTION
 DQ8458
 DQ8458'DESCRIBED BY MN DEPT OF TRANSP 2016
 DQ8458'THE MARK IS LOCATED ABOUT 6.0 MI (9.7 KM) NORTHWEST OF GARRISON.
 DQ8458'
 DQ8458'TO REACH THE MARK GO 3.0 MI (4.8 KM) NORTH ALONG TRUNK HIGHWAY 6 FROM
 DQ8458'THE JUNCTION OF TRUNK HIGHWAY 18 AND TRUNK HIGHWAY 6 (THE JUNCTION IS
 DQ8458'4.5 MI (7.2 KM) NORTHWEST OF GARRISON), AT TRUNK HIGHWAY 6 MILE POINT
 DQ8458'3.0.
 DQ8458'
 DQ8458'THE MARK IS LOCATED 87.3 FT (26.6 M) EAST OF TRUNK HIGHWAY 6, 52.9 FT
 DQ8458'(16.1 M) EAST-SOUTHEAST OF TRUNK HIGHWAY 6 MILEPOST, 42.5 FT (13.0 M)
 DQ8458'NORTH OF AN ENTRANCE, 1.9 FT (0.6 M) NORTH OF A POWER POLE, 1.0 FT
 DQ8458'(0.3 M) WEST OF A WITNESS POST.
 DQ8458'
 DQ8458'NOTE-THE STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM ROD
 DQ8458'DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION REMOVABLE DISK
 DQ8458'SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH PVC
 DQ8458'PIPE BACK FILLED WITH WASHED SAND.
 DQ8458
 DQ8458                          STATION RECOVERY (2022)
 DQ8458
 DQ8458'RECOVERY NOTE BY MN DEPT OF TRANSP 2022 (MAS)
 DQ8458'6.0 MI (9.7 KM) NORTHWEST OF GARRISON, 3.0 MI (4.8 KM) NORTH ALONG
 DQ8458'TRUNK HIGHWAY 6 FROM THE JUNCTION OF TRUNK HIGHWAY 18 AND TRUNK
 DQ8458'HIGHWAY 6 (THE JUNCTION IS 4.5 MI (7.2 KM) NORTHWEST OF GARRISON), AT
 DQ8458'TRUNK HIGHWAY 6 MILE POINT 3.0, 87.3 FT (26.6 M) EAST OF TRUNK HIGHWAY
 DQ8458'6, 52.9 FT (16.1 M) EAST-SOUTHEAST OF MILEPOST 3, 42.5 FT (13.0 M)
 DQ8458'NORTH OF AN ENTRANCE, 1.9 FT (0.6 M) NORTH OF A POWER POLE, 1.0 FT
 DQ8458'(0.3 M) WEST OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 AI5734 ***********************************************************************
 AI5734  DESIGNATION -  1801 D
 AI5734  PID         -  AI5734
 AI5734  STATE/COUNTY-  MN/CROW WING
 AI5734  COUNTRY     -  US
 AI5734  USGS QUAD   -  CROSBY (2019)
 AI5734
 AI5734                         *CURRENT SURVEY CONTROL
 AI5734  ______________________________________________________________________
 AI5734* NAD 83(1986) POSITION- 46 23 56.96   (N) 093 52 49.05   (W)   HD_HELD1
 AI5734* NAVD 88 ORTHO HEIGHT -   396.866 (meters)     1302.05  (feet) ADJUSTED
 AI5734  ______________________________________________________________________
 AI5734  GEOID HEIGHT    -        -27.571 (meters)                     GEOID18
 AI5734  DYNAMIC HEIGHT  -        396.877 (meters)     1302.09  (feet) COMP
 AI5734  MODELED GRAVITY -    980,629.8   (mgal)                       NAVD 88
 AI5734
 AI5734  VERT ORDER      -  SECOND    CLASS I
 AI5734
 AI5734.The horizontal coordinates were determined by differentially corrected
 AI5734.hand held GPS observations or other comparable positioning techniques
 AI5734.and have an estimated accuracy of +/- 3 meters.
 AI5734
 AI5734.The orthometric height was determined by differential leveling and
 AI5734.adjusted by the NATIONAL GEODETIC SURVEY
 AI5734.in August 2006.
 AI5734
 AI5734.Significant digits in the geoid height do not necessarily reflect accuracy.
 AI5734.GEOID18 height accuracy estimate available here.
 AI5734
 AI5734.Click photographs - Photos may exist for this station.
 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     -   255,577.3     828,429.9     MT  (+/- 3 meters HH1 GPS) 
 AI5734
 AI5734_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVM3232838774(NAD 83)
 AI5734
 AI5734                          SUPERSEDED SURVEY CONTROL
 AI5734
 AI5734  NAVD 88 (09/27/00)  396.866  (m)         1302.05   (f) SUPERSEDED  2 1
 AI5734
 AI5734.Superseded values are not recommended for survey control.
 AI5734
 AI5734.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI5734.See file dsdata.pdf to determine how the superseded data were derived.
 AI5734
 AI5734_MARKER: DD = SURVEY DISK
 AI5734_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 AI5734_STAMPING: 1801 D 1994
 AI5734_MARK LOGO: MNDT
 AI5734_PROJECTION: FLUSH
 AI5734_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AI5734_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AI5734_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AI5734+SATELLITE: SATELLITE OBSERVATIONS - November 01, 2022
 AI5734_ROD/PIPE-DEPTH: 13.1 meters
 AI5734
 AI5734  HISTORY     - Date     Condition        Report By
 AI5734  HISTORY     - 1994     MONUMENTED       MNDT
 AI5734  HISTORY     - 20070927 GOOD             GEOCAC
 AI5734  HISTORY     - 20161013 GOOD             MNDT
 AI5734  HISTORY     - 20221101 GOOD             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.
 AI5734
 AI5734                          STATION RECOVERY (2007)
 AI5734
 AI5734'RECOVERY NOTE BY GEOCACHING 2007 (TPG)
 AI5734'RECOVERED AS DESCRIBED
 AI5734
 AI5734                          STATION RECOVERY (2016)
 AI5734
 AI5734'RECOVERY NOTE BY MN DEPT OF TRANSP 2016 (MAS)
 AI5734'RECOVERED AS DESCRIBED.
 AI5734
 AI5734                          STATION RECOVERY (2022)
 AI5734
 AI5734'RECOVERY NOTE BY MN DEPT OF TRANSP 2022 (MAS)
 AI5734'7.3 MI (11.7 KM) NORTHWEST OF GARRISON, 3.9 MI (6.3 KM) NORTH ALONG
 AI5734'TRUNK HIGHWAY 6 FROM THE JUNCTION OF TRUNK HIGHWAY 6 AND TRUNK HIGHWAY
 AI5734'18 (THE JUNCTION IS 4.5 MI (7.2 KM) NORTHWEST OF GARRISON), AT TRUNK
 AI5734'HIGHWAY 6 MILE POINT 3.90, 175.5 FT (53.5 M) WEST-SOUTHWEST OF TRUNK
 AI5734'HIGHWAY 6, 39.6 FT (12.1 M) SOUTH-SOUTHEAST OF COUNTY ROAD 124, 3.2 FT
 AI5734'(1.0 M) EAST-SOUTHEAST OF A RIGHT-OF-WAY AND A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DQ8461 ***********************************************************************
 DQ8461  DESIGNATION -  1801 E RESET
 DQ8461  PID         -  DQ8461
 DQ8461  STATE/COUNTY-  MN/CROW WING
 DQ8461  COUNTRY     -  US
 DQ8461  USGS QUAD   -  BAY LAKE (2019)
 DQ8461
 DQ8461                         *CURRENT SURVEY CONTROL
 DQ8461  ______________________________________________________________________
 DQ8461* NAD 83(1986) POSITION- 46 24 41.95   (N) 093 52 21.15   (W)   HD_HELD1
 DQ8461* NAVD 88 ORTHO HEIGHT -   394.128 (meters)     1293.07  (feet) ADJUSTED
 DQ8461  ______________________________________________________________________
 DQ8461  GEOID HEIGHT    -        -27.597 (meters)                     GEOID18
 DQ8461  DYNAMIC HEIGHT  -        394.139 (meters)     1293.10  (feet) COMP
 DQ8461  MODELED GRAVITY -    980,630.9   (mgal)                       NAVD 88
 DQ8461
 DQ8461  VERT ORDER      -  SECOND    CLASS I
 DQ8461
 DQ8461.The horizontal coordinates were determined by differentially corrected
 DQ8461.hand held GPS observations or other comparable positioning techniques
 DQ8461.and have an estimated accuracy of +/- 3 meters.
 DQ8461
 DQ8461.The orthometric height was determined by differential leveling and
 DQ8461.adjusted by the NATIONAL GEODETIC SURVEY
 DQ8461.in April 2021.
 DQ8461
 DQ8461.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ8461.GEOID18 height accuracy estimate available here.
 DQ8461
 DQ8461.Click photographs - Photos may exist for this station.
 DQ8461
 DQ8461.The dynamic height is computed by dividing the NAVD 88
 DQ8461.geopotential number by the normal gravity value computed on the
 DQ8461.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ8461.degrees latitude (g = 980.6199 gals.).
 DQ8461
 DQ8461.The modeled gravity was interpolated from observed gravity values.
 DQ8461
 DQ8461;                    North         East    Units  Estimated Accuracy
 DQ8461;SPC MN C     -   256,969.2     829,019.2     MT  (+/- 3 meters HH1 GPS) 
 DQ8461
 DQ8461_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVM3293940156(NAD 83)
 DQ8461
 DQ8461                          SUPERSEDED SURVEY CONTROL
 DQ8461
 DQ8461.No superseded survey control is available for this station.
 DQ8461
 DQ8461_MARKER: I = METAL ROD
 DQ8461_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DQ8461_STAMPING: 1801 E RESET 2016
 DQ8461_MARK LOGO: MNDT
 DQ8461_PROJECTION: RECESSED 5 CENTIMETERS
 DQ8461_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DQ8461_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ8461_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ8461+SATELLITE: SATELLITE OBSERVATIONS - June 07, 2023
 DQ8461_ROD/PIPE-DEPTH: 10.7 meters
 DQ8461
 DQ8461  HISTORY     - Date     Condition        Report By
 DQ8461  HISTORY     - 20161013 MONUMENTED       MNDT
 DQ8461  HISTORY     - 20230607 GOOD             MNDT
 DQ8461
 DQ8461                          STATION DESCRIPTION
 DQ8461
 DQ8461'DESCRIBED BY MN DEPT OF TRANSP 2016
 DQ8461'THE MARK IS LOCATED ABOUT 8.3 MI (13.4 KM) NORTH-NORTHWEST OF
 DQ8461'GARRISON.
 DQ8461'
 DQ8461'TO REACH THE MARK GO 4.8 MI (7.7 KM) NORTH ALONG TRUNK HIGHWAY 6 FROM
 DQ8461'THE JUNCTION OF TRUNK HIGHWAY 6 AND TRUNK HIGHWAY 18 (THE JUNCTION IS
 DQ8461'4.5 MI (7.2 KM) NORTHWEST OF GARRISON), AT TRUNK HIGHWAY 6 MILE POINT
 DQ8461'4.85.
 DQ8461'
 DQ8461'THE MARK IS LOCATED 72.4 FT (22.1 M) EAST-SOUTHEAST OF TRUNK HIGHWAY
 DQ8461'6, 106.4 FT (32.4 M) NORTH-NORTHEAST OF A DRIVEWAY, 5.3 FT (1.6 M)
 DQ8461'SOUTH-SOUTHWEST OF A POWER POLE NUMBER 25T, 1.8 FT (0.5 M)
 DQ8461'NORTH-NORTHEAST OF A WITNESS POST.
 DQ8461'
 DQ8461'NOTE-THE STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM ROD
 DQ8461'DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION REMOVABLE DISK
 DQ8461'SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH PVC
 DQ8461'PIPE BACK FILLED WITH WASHED SAND.
 DQ8461
 DQ8461                          STATION RECOVERY (2023)
 DQ8461
 DQ8461'RECOVERY NOTE BY MN DEPT OF TRANSP 2023 (MAS)
 DQ8461'8.3 MI (13.4 KM) NORTH-NORTHWEST OF GARRISON, 4.8 MI (7.7 KM) NORTH
 DQ8461'ALONG TRUNK HIGHWAY 6 FROM THE JUNCTION OF TRUNK HIGHWAY 6 AND TRUNK
 DQ8461'HIGHWAY 18 (THE JUNCTION IS 4.5 MI (7.2 KM) NORTHWEST OF GARRISON), AT
 DQ8461'TRUNK HIGHWAY 6 MILE POINT 4.85, 72.4 FT (22.1 M) EAST-SOUTHEAST OF
 DQ8461'TRUNK HIGHWAY 6, 106.4 FT (32.4 M) NORTH-NORTHEAST OF A DRIVEWAY, 5.3
 DQ8461'FT (1.6 M) SOUTH-SOUTHWEST OF A POWER POLE NUMBER 25T, 1.8 FT (0.5 M)
 DQ8461'NORTH-NORTHEAST OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 AI5736 ***********************************************************************
 AI5736  DESIGNATION -  1801 F
 AI5736  PID         -  AI5736
 AI5736  STATE/COUNTY-  MN/CROW WING
 AI5736  COUNTRY     -  US
 AI5736  USGS QUAD   -  BAY LAKE (2019)
 AI5736
 AI5736                         *CURRENT SURVEY CONTROL
 AI5736  ______________________________________________________________________
 AI5736* NAD 83(1986) POSITION- 46 25 54.41   (N) 093 52 25.90   (W)   HD_HELD1
 AI5736* NAVD 88 ORTHO HEIGHT -   398.880 (meters)     1308.66  (feet) ADJUSTED
 AI5736  ______________________________________________________________________
 AI5736  GEOID HEIGHT    -        -27.626 (meters)                     GEOID18
 AI5736  DYNAMIC HEIGHT  -        398.893 (meters)     1308.70  (feet) COMP
 AI5736  MODELED GRAVITY -    980,633.9   (mgal)                       NAVD 88
 AI5736
 AI5736  VERT ORDER      -  SECOND    CLASS I
 AI5736
 AI5736.The horizontal coordinates were determined by differentially corrected
 AI5736.hand held GPS observations or other comparable positioning techniques
 AI5736.and have an estimated accuracy of +/- 3 meters.
 AI5736
 AI5736.The orthometric height was determined by differential leveling and
 AI5736.adjusted by the NATIONAL GEODETIC SURVEY
 AI5736.in August 2006.
 AI5736
 AI5736.Significant digits in the geoid height do not necessarily reflect accuracy.
 AI5736.GEOID18 height accuracy estimate available here.
 AI5736
 AI5736.Click photographs - Photos may exist for this station.
 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     -   259,205.9     828,907.2     MT  (+/- 3 meters HH1 GPS) 
 AI5736
 AI5736_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVM3286342394(NAD 83)
 AI5736
 AI5736                          SUPERSEDED SURVEY CONTROL
 AI5736
 AI5736  NAVD 88 (09/27/00)  398.880  (m)         1308.66   (f) SUPERSEDED  2 1
 AI5736
 AI5736.Superseded values are not recommended for survey control.
 AI5736
 AI5736.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI5736.See file dsdata.pdf to determine how the superseded data were derived.
 AI5736
 AI5736_MARKER: DB = BENCH MARK DISK
 AI5736_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 AI5736_STAMPING: 1801 F 1994
 AI5736_MARK LOGO: MNHD
 AI5736_PROJECTION: PROJECTING 23 CENTIMETERS
 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 07, 2023
 AI5736
 AI5736  HISTORY     - Date     Condition        Report By
 AI5736  HISTORY     - 19730401 MONUMENTED       MNHD
 AI5736  HISTORY     - 19990616 GOOD             MNDT
 AI5736  HISTORY     - 20161013 GOOD             MNDT
 AI5736  HISTORY     - 20230607 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.
 AI5736
 AI5736                          STATION RECOVERY (2016)
 AI5736
 AI5736'RECOVERY NOTE BY MN DEPT OF TRANSP 2016 (MAS)
 AI5736'THE MARK IS LOCATED ABOUT 3.1 MI (5.0 KM) SOUTH-SOUTHEAST OF DEERWOOD.
 AI5736'TO REACH THE MARK GO 3.1 MI (5.0 KM) SOUTH ALONG TRUNK HIGHWAY 6 FROM
 AI5736'THE JUNCTION OF TRUNK HIGHWAY 210 AND TRUNK HIGHWAY 6 IN DEERWOOD, AT
 AI5736'TRUNK HIGHWAY 6 MILE POINT 6.25.
 AI5736'
 AI5736'THE MARK IS LOCATED 74.0 FT (22.6 M) WEST OF TRUNK HIGHWAY 6, 65.8 FT
 AI5736'(20.1 M) NORTH-NORTHWEST OF A POWER POLE, 24.0 FT (7.3 M) NORTHWEST OF
 AI5736'DRIVEWAY NUMBER 18997, 17.1 FT (5.2 M) NORTH OF TELEPHONE CABLE
 AI5736'PEDESTAL NUMBER 4400-7, 0.8 FT (24 CM) EAST OF A RIGHT-OF-WAY MARKER,
 AI5736'1.0 FT (0.3 M) SOUTH OF A WITNESS POST.
 AI5736
 AI5736                          STATION RECOVERY (2023)
 AI5736
 AI5736'RECOVERY NOTE BY MN DEPT OF TRANSP 2023 (MAS)
 AI5736'3.1 MI (5.0 KM) SOUTH-SOUTHEAST OF DEERWOOD, 3.1 MI (5.0 KM) SOUTH
 AI5736'ALONG TRUNK HIGHWAY 6 FROM THE JUNCTION OF TRUNK HIGHWAY 210 AND TRUNK
 AI5736'HIGHWAY 6 IN DEERWOOD, AT TRUNK HIGHWAY 6 MILE POINT 6.25, 74.0 FT
 AI5736'(22.6 M) WEST OF TRUNK HIGHWAY 6, 65.8 FT (20.1 M) NORTH-NORTHWEST OF
 AI5736'A POWER POLE, 24.0 FT (7.3 M) NORTHWEST OF DRIVEWAY NUMBER 18997, 17.1
 AI5736'FT (5.2 M) NORTH OF A TELEPHONE CABLE PEDESTAL NUMBER 4400-7, 0.8 FT
 AI5736'(24 CM) EAST OF A RIGHT-OF-WAY MARKER, 1.0 FT (0.3 M) SOUTH OF A
 AI5736'WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DQ8464 ***********************************************************************
 DQ8464  DESIGNATION -  1801 G RESET
 DQ8464  PID         -  DQ8464
 DQ8464  STATE/COUNTY-  MN/CROW WING
 DQ8464  COUNTRY     -  US
 DQ8464  USGS QUAD   -  CROSBY (2019)
 DQ8464
 DQ8464                         *CURRENT SURVEY CONTROL
 DQ8464  ______________________________________________________________________
 DQ8464* NAD 83(1986) POSITION- 46 26 54.77   (N) 093 52 44.91   (W)   HD_HELD1
 DQ8464* NAVD 88 ORTHO HEIGHT -   380.653 (meters)     1248.86  (feet) ADJUSTED
 DQ8464  ______________________________________________________________________
 DQ8464  GEOID HEIGHT    -        -27.654 (meters)                     GEOID18
 DQ8464  DYNAMIC HEIGHT  -        380.666 (meters)     1248.90  (feet) COMP
 DQ8464  MODELED GRAVITY -    980,636.6   (mgal)                       NAVD 88
 DQ8464
 DQ8464  VERT ORDER      -  SECOND    CLASS I
 DQ8464
 DQ8464.The horizontal coordinates were determined by differentially corrected
 DQ8464.hand held GPS observations or other comparable positioning techniques
 DQ8464.and have an estimated accuracy of +/- 3 meters.
 DQ8464
 DQ8464.The orthometric height was determined by differential leveling and
 DQ8464.adjusted by the NATIONAL GEODETIC SURVEY
 DQ8464.in April 2021.
 DQ8464
 DQ8464.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ8464.GEOID18 height accuracy estimate available here.
 DQ8464
 DQ8464.Click photographs - Photos may exist for this station.
 DQ8464
 DQ8464.The dynamic height is computed by dividing the NAVD 88
 DQ8464.geopotential number by the normal gravity value computed on the
 DQ8464.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ8464.degrees latitude (g = 980.6199 gals.).
 DQ8464
 DQ8464.The modeled gravity was interpolated from observed gravity values.
 DQ8464
 DQ8464;                    North         East    Units  Estimated Accuracy
 DQ8464;SPC MN C     -   261,067.6     828,492.6     MT  (+/- 3 meters HH1 GPS) 
 DQ8464
 DQ8464_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVM3247844261(NAD 83)
 DQ8464
 DQ8464                          SUPERSEDED SURVEY CONTROL
 DQ8464
 DQ8464.No superseded survey control is available for this station.
 DQ8464
 DQ8464_MARKER: I = METAL ROD
 DQ8464_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DQ8464_STAMPING: 1801 G RESET 2016
 DQ8464_MARK LOGO: MNDT
 DQ8464_PROJECTION: RECESSED 5 CENTIMETERS
 DQ8464_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DQ8464_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ8464_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ8464+SATELLITE: SATELLITE OBSERVATIONS - June 07, 2023
 DQ8464_ROD/PIPE-DEPTH: 13.7 meters
 DQ8464
 DQ8464  HISTORY     - Date     Condition        Report By
 DQ8464  HISTORY     - 20161013 MONUMENTED       MNDT
 DQ8464  HISTORY     - 20190730 GOOD             MNDT
 DQ8464  HISTORY     - 20230607 GOOD             MNDT
 DQ8464
 DQ8464                          STATION DESCRIPTION
 DQ8464
 DQ8464'DESCRIBED BY MN DEPT OF TRANSP 2016
 DQ8464'THE MARK IS LOCATED ABOUT 2.0 MI (3.2 KM) SOUTH-SOUTHEAST OF DEERWOOD.
 DQ8464'TO REACH THE MARK GO 2.1 MI (3.4 KM) SOUTH ALONG TRUNK HIGHWAY 6 FROM
 DQ8464'THE JUNCTION OF TRUNK HIGHWAY 6 AND TRUNK HIGHWAY 210 IN DEERWOOD, AT
 DQ8464'TRUNK HIGHWAY 6 MILE POINT 7.45.
 DQ8464'
 DQ8464'THE MARK IS LOCATED 74.0 FT (22.6 M) EAST OF TRUNK HIGHWAY 6, 55.0 FT
 DQ8464'(16.8 M) SOUTH OF COUNTY ROAD 133, 4.5 FT (1.4 M) SOUTH OF A POWER
 DQ8464'POLE WITH A GUY WIRE, 1.3 FT (0.4 M) NORTH OF A WITNESS POST.
 DQ8464'
 DQ8464'NOTE-THE STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM ROD
 DQ8464'DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION REMOVABLE DISK
 DQ8464'SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH PVC
 DQ8464'PIPE BACK FILLED WITH WASHED SAND.
 DQ8464
 DQ8464                          STATION RECOVERY (2019)
 DQ8464
 DQ8464'RECOVERY NOTE BY MN DEPT OF TRANSP 2019 (DAS)
 DQ8464'RECOVERED IN GOOD CONDITION.
 DQ8464
 DQ8464                          STATION RECOVERY (2023)
 DQ8464
 DQ8464'RECOVERY NOTE BY MN DEPT OF TRANSP 2023 (MAS)
 DQ8464'2.0 MI (3.2 KM) SOUTH-SOUTHEAST OF DEERWOOD, 2.1 MI (3.4 KM) SOUTH
 DQ8464'ALONG TRUNK HIGHWAY 6 FROM THE JUNCTION OF TRUNK HIGHWAY 6 AND TRUNK
 DQ8464'HIGHWAY 210 IN DEERWOOD, AT TRUNK HIGHWAY 6 MILE POINT 7.45, 74.0 FT
 DQ8464'(22.6 M) EAST OF TRUNK HIGHWAY 6, 55.0 FT (16.8 M) SOUTH OF COUNTY
 DQ8464'ROAD 133, 4.5 FT (1.4 M) SOUTH OF A POWER POLE WITH A GUY WIRE, 1.3 FT
 DQ8464'(0.4 M) NORTH OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DQ8466 ***********************************************************************
 DQ8466  DESIGNATION -  1801 H RESET
 DQ8466  PID         -  DQ8466
 DQ8466  STATE/COUNTY-  MN/CROW WING
 DQ8466  COUNTRY     -  US
 DQ8466  USGS QUAD   -  CROSBY (2019)
 DQ8466
 DQ8466                         *CURRENT SURVEY CONTROL
 DQ8466  ______________________________________________________________________
 DQ8466* NAD 83(1986) POSITION- 46 27 31.64   (N) 093 53 00.61   (W)   HD_HELD1
 DQ8466* NAVD 88 ORTHO HEIGHT -   386.185 (meters)     1267.01  (feet) ADJUSTED
 DQ8466  ______________________________________________________________________
 DQ8466  GEOID HEIGHT    -        -27.673 (meters)                     GEOID18
 DQ8466  DYNAMIC HEIGHT  -        386.199 (meters)     1267.05  (feet) COMP
 DQ8466  MODELED GRAVITY -    980,638.3   (mgal)                       NAVD 88
 DQ8466
 DQ8466  VERT ORDER      -  SECOND    CLASS I
 DQ8466
 DQ8466.The horizontal coordinates were determined by differentially corrected
 DQ8466.hand held GPS observations or other comparable positioning techniques
 DQ8466.and have an estimated accuracy of +/- 3 meters.
 DQ8466
 DQ8466.The orthometric height was determined by differential leveling and
 DQ8466.adjusted by the NATIONAL GEODETIC SURVEY
 DQ8466.in April 2021.
 DQ8466
 DQ8466.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ8466.GEOID18 height accuracy estimate available here.
 DQ8466
 DQ8466.Click photographs - Photos may exist for this station.
 DQ8466
 DQ8466.The dynamic height is computed by dividing the NAVD 88
 DQ8466.geopotential number by the normal gravity value computed on the
 DQ8466.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ8466.degrees latitude (g = 980.6199 gals.).
 DQ8466
 DQ8466.The modeled gravity was interpolated from observed gravity values.
 DQ8466
 DQ8466;                    North         East    Units  Estimated Accuracy
 DQ8466;SPC MN C     -   262,204.4     828,152.3     MT  (+/- 3 meters HH1 GPS) 
 DQ8466
 DQ8466_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVM3215645403(NAD 83)
 DQ8466
 DQ8466                          SUPERSEDED SURVEY CONTROL
 DQ8466
 DQ8466.No superseded survey control is available for this station.
 DQ8466
 DQ8466_MARKER: I = METAL ROD
 DQ8466_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DQ8466_STAMPING: 1801 H RESET 2016
 DQ8466_MARK LOGO: MNDT
 DQ8466_PROJECTION: RECESSED 8 CENTIMETERS
 DQ8466_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DQ8466_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ8466_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DQ8466+SATELLITE: SATELLITE OBSERVATIONS - June 07, 2023
 DQ8466_ROD/PIPE-DEPTH: 7.6 meters
 DQ8466
 DQ8466  HISTORY     - Date     Condition        Report By
 DQ8466  HISTORY     - 20161013 MONUMENTED       MNDT
 DQ8466  HISTORY     - 20190730 GOOD             MNDT
 DQ8466  HISTORY     - 20230607 GOOD             MNDT
 DQ8466
 DQ8466                          STATION DESCRIPTION
 DQ8466
 DQ8466'DESCRIBED BY MN DEPT OF TRANSP 2016
 DQ8466'THE MARK IS LOCATED ABOUT 1.3 MI (2.1 KM) SOUTH-SOUTHEAST OF DEERWOOD.
 DQ8466'TO REACH THE MARK GO 1.35 MI (2.17 KM) SOUTH ALONG TRUNK HIGHWAY 6
 DQ8466'FROM THE JUNCTION OF TRUNK HIGHWAY 6 AND TRUNK HIGHWAY 210 IN
 DQ8466'DEERWOOD, AT TRUNK HIGHWAY 6 MILE POINT 8.2.
 DQ8466'
 DQ8466'THE MARK IS LOCATED 74.5 FT (22.7 M) EAST-NORTHEAST OF TRUNK HIGHWAY
 DQ8466'6, 28.0 FT (8.5 M) NORTH OF DRIVEWAY NUMBERS 20498 AND 20506, 1.8 FT
 DQ8466'(0.5 M) SOUTH OF A POWER POLE, 2.0 FT (0.6 M) OF EAST OF A WITNESS
 DQ8466'POST.
 DQ8466'
 DQ8466'NOTE-THE STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM ROD
 DQ8466'DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION REMOVABLE DISK
 DQ8466'SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH PVC
 DQ8466'PIPE BACK FILLED WITH WASHED SAND.
 DQ8466
 DQ8466                          STATION RECOVERY (2019)
 DQ8466
 DQ8466'RECOVERY NOTE BY MN DEPT OF TRANSP 2019 (DAS)
 DQ8466'RECOVERED IN GOOD CONDITION.
 DQ8466
 DQ8466                          STATION RECOVERY (2023)
 DQ8466
 DQ8466'RECOVERY NOTE BY MN DEPT OF TRANSP 2023 (MAS)
 DQ8466'1.3 MI (2.1 KM) SOUTH-SOUTHEAST OF DEERWOOD, 1.35 MI (2.17 KM) SOUTH
 DQ8466'ALONG TRUNK HIGHWAY 6 FROM THE JUNCTION OF TRUNK HIGHWAY 6 AND TRUNK
 DQ8466'HIGHWAY 210 IN DEERWOOD, AT TRUNK HIGHWAY 6 MILE POINT 8.2, 74.5 FT
 DQ8466'(22.7 M) EAST-NORTHEAST OF TRUNK HIGHWAY 6, 28.0 FT (8.5 M) NORTH OF
 DQ8466'DRIVEWAY NUMBERS 20498 AND 20506, 1.8 FT (0.5 M) SOUTH OF A POWER
 DQ8466'POLE, 2.0 FT (0.6 M) EAST OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DQ8468 ***********************************************************************
 DQ8468  DESIGNATION -  1801 K
 DQ8468  PID         -  DQ8468
 DQ8468  STATE/COUNTY-  MN/CROW WING
 DQ8468  COUNTRY     -  US
 DQ8468  USGS QUAD   -  CROSBY (2019)
 DQ8468
 DQ8468                         *CURRENT SURVEY CONTROL
 DQ8468  ______________________________________________________________________
 DQ8468* NAD 83(1986) POSITION- 46 28 27.79   (N) 093 53 32.60   (W)   HD_HELD1
 DQ8468* NAVD 88 ORTHO HEIGHT -   390.316 (meters)     1280.56  (feet) ADJUSTED
 DQ8468  ______________________________________________________________________
 DQ8468  GEOID HEIGHT    -        -27.704 (meters)                     GEOID18
 DQ8468  DYNAMIC HEIGHT  -        390.331 (meters)     1280.61  (feet) COMP
 DQ8468  MODELED GRAVITY -    980,640.8   (mgal)                       NAVD 88
 DQ8468
 DQ8468  VERT ORDER      -  SECOND    CLASS I
 DQ8468
 DQ8468.The horizontal coordinates were determined by differentially corrected
 DQ8468.hand held GPS observations or other comparable positioning techniques
 DQ8468.and have an estimated accuracy of +/- 3 meters.
 DQ8468
 DQ8468.The orthometric height was determined by differential leveling and
 DQ8468.adjusted by the NATIONAL GEODETIC SURVEY
 DQ8468.in April 2021.
 DQ8468
 DQ8468.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ8468.GEOID18 height accuracy estimate available here.
 DQ8468
 DQ8468.Click photographs - Photos may exist for this station.
 DQ8468
 DQ8468.The dynamic height is computed by dividing the NAVD 88
 DQ8468.geopotential number by the normal gravity value computed on the
 DQ8468.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ8468.degrees latitude (g = 980.6199 gals.).
 DQ8468
 DQ8468.The modeled gravity was interpolated from observed gravity values.
 DQ8468
 DQ8468;                    North         East    Units  Estimated Accuracy
 DQ8468;SPC MN C     -   263,934.9     827,461.9     MT  (+/- 3 meters HH1 GPS) 
 DQ8468
 DQ8468_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVM3149347144(NAD 83)
 DQ8468
 DQ8468                          SUPERSEDED SURVEY CONTROL
 DQ8468
 DQ8468.No superseded survey control is available for this station.
 DQ8468
 DQ8468_MARKER: I = METAL ROD
 DQ8468_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DQ8468_STAMPING: 1801 K 2017
 DQ8468_MARK LOGO: MNDT
 DQ8468_PROJECTION: RECESSED 5 CENTIMETERS
 DQ8468_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DQ8468_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ8468_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ8468+SATELLITE: SATELLITE OBSERVATIONS - June 07, 2023
 DQ8468_ROD/PIPE-DEPTH: 11.9 meters
 DQ8468
 DQ8468  HISTORY     - Date     Condition        Report By
 DQ8468  HISTORY     - 20170331 MONUMENTED       MNDT
 DQ8468  HISTORY     - 20190730 GOOD             MNDT
 DQ8468  HISTORY     - 20230607 GOOD             MNDT
 DQ8468
 DQ8468                          STATION DESCRIPTION
 DQ8468
 DQ8468'DESCRIBED BY MN DEPT OF TRANSP 2017
 DQ8468'THE MARK IS LOCATED ABOUT IN DEERWOOD.
 DQ8468'
 DQ8468'TO REACH THE MARK GO 0.05 MI (0.08 KM) SOUTH ALONG TRUNK HIGHWAY 6
 DQ8468'FROM THE JUNCTION OF TRUNK HIGHWAY 6 AND TRUNK HIGHWAY 210 IN
 DQ8468'DEERWOOD, AT TRUNK HIGHWAY 6 MILE POINT 9.3.
 DQ8468'
 DQ8468'THE MARK IS LOCATED 75.7 FT (23.1 M) WEST-SOUTHWEST OF TRUNK HIGHWAY
 DQ8468'6, 56.9 FT (17.3 M) NORTH-NORTHWEST OF CUYLER LANE, 12.7 FT (3.9 M)
 DQ8468'NORTH-NORTHWEST OF A WOOD TRAIL STOP SIGN POST, 1.5 FT (0.5 M)
 DQ8468'EAST-NORTHEAST OF A WITNESS POST.
 DQ8468'
 DQ8468'NOTE-THE STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM ROD
 DQ8468'DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION REMOVABLE DISK
 DQ8468'SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH PVC
 DQ8468'PIPE BACK FILLED WITH WASHED SAND.
 DQ8468
 DQ8468                          STATION RECOVERY (2019)
 DQ8468
 DQ8468'RECOVERY NOTE BY MN DEPT OF TRANSP 2019 (DAS)
 DQ8468'RECOVERED IN GOOD CONDITION.
 DQ8468
 DQ8468                          STATION RECOVERY (2023)
 DQ8468
 DQ8468'RECOVERY NOTE BY MN DEPT OF TRANSP 2023 (MAS)
 DQ8468'IN DEERWOOD, 0.05 MI (0.08 KM) SOUTH ALONG TRUNK HIGHWAY 6 FROM THE
 DQ8468'JUNCTION OF TRUNK HIGHWAY 6 AND TRUNK HIGHWAY 210 IN DEERWOOD, AT
 DQ8468'TRUNK HIGHWAY 6 MILE POINT 9.3, 75.7 FT (23.1 M) WEST-SOUTHWEST OF
 DQ8468'TRUNK HIGHWAY 6, 56.9 FT (17.3 M) NORTH-NORTHWEST OF CUYLER LANE, 12.7
 DQ8468'FT (3.9 M) NORTH-NORTHWEST OF A WOOD TRAIL STOP SIGNPOST, 1.5 FT (0.5
 DQ8468'M) EAST-NORTHEAST OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DQ8463 ***********************************************************************
 DQ8463  DESIGNATION -  1801 L
 DQ8463  PID         -  DQ8463
 DQ8463  STATE/COUNTY-  MN/CROW WING
 DQ8463  COUNTRY     -  US
 DQ8463  USGS QUAD   -  CROSBY (2019)
 DQ8463
 DQ8463                         *CURRENT SURVEY CONTROL
 DQ8463  ______________________________________________________________________
 DQ8463* NAD 83(1986) POSITION- 46 26 28.26   (N) 093 52 38.00   (W)   HD_HELD1
 DQ8463* NAVD 88 ORTHO HEIGHT -   385.554 (meters)     1264.94  (feet) ADJUSTED
 DQ8463  ______________________________________________________________________
 DQ8463  GEOID HEIGHT    -        -27.641 (meters)                     GEOID18
 DQ8463  DYNAMIC HEIGHT  -        385.567 (meters)     1264.98  (feet) COMP
 DQ8463  MODELED GRAVITY -    980,635.5   (mgal)                       NAVD 88
 DQ8463
 DQ8463  VERT ORDER      -  SECOND    CLASS I
 DQ8463
 DQ8463.The horizontal coordinates were determined by differentially corrected
 DQ8463.hand held GPS observations or other comparable positioning techniques
 DQ8463.and have an estimated accuracy of +/- 3 meters.
 DQ8463
 DQ8463.The orthometric height was determined by differential leveling and
 DQ8463.adjusted by the NATIONAL GEODETIC SURVEY
 DQ8463.in April 2021.
 DQ8463
 DQ8463.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ8463.GEOID18 height accuracy estimate available here.
 DQ8463
 DQ8463.Click photographs - Photos may exist for this station.
 DQ8463
 DQ8463.The dynamic height is computed by dividing the NAVD 88
 DQ8463.geopotential number by the normal gravity value computed on the
 DQ8463.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ8463.degrees latitude (g = 980.6199 gals.).
 DQ8463
 DQ8463.The modeled gravity was interpolated from observed gravity values.
 DQ8463
 DQ8463;                    North         East    Units  Estimated Accuracy
 DQ8463;SPC MN C     -   260,249.8     828,643.9     MT  (+/- 3 meters HH1 GPS) 
 DQ8463
 DQ8463_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVM3261643441(NAD 83)
 DQ8463
 DQ8463                          SUPERSEDED SURVEY CONTROL
 DQ8463
 DQ8463.No superseded survey control is available for this station.
 DQ8463
 DQ8463_MARKER: I = METAL ROD
 DQ8463_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DQ8463_STAMPING: 1801 L 2017
 DQ8463_MARK LOGO: MNDT
 DQ8463_PROJECTION: RECESSED 5 CENTIMETERS
 DQ8463_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DQ8463_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ8463_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ8463+SATELLITE: SATELLITE OBSERVATIONS - June 07, 2023
 DQ8463_ROD/PIPE-DEPTH: 28.3 meters
 DQ8463
 DQ8463  HISTORY     - Date     Condition        Report By
 DQ8463  HISTORY     - 20170327 MONUMENTED       MNDT
 DQ8463  HISTORY     - 20230607 GOOD             MNDT
 DQ8463
 DQ8463                          STATION DESCRIPTION
 DQ8463
 DQ8463'DESCRIBED BY MN DEPT OF TRANSP 2017
 DQ8463'THE MARK IS LOCATED ABOUT 2.5 MI (4.0 KM) SOUTH OF DEERWOOD.
 DQ8463'
 DQ8463'TO REACH THE MARK GO 2.55 MI (4.10 KM) SOUTH ALONG TRUNK HIGHWAY 6
 DQ8463'FROM THE JUNCTION OF TRUNK HIGHWAY 6 AND TRUNK HIGHWAY 210 IN
 DQ8463'DEERWOOD, AT TRUNK HIGHWAY 6 MILE POINT 6.9.
 DQ8463'
 DQ8463'THE MARK IS LOCATED 53.1 FT (16.2 M) WEST-SOUTHWEST OF TRUNK HIGHWAY
 DQ8463'6, 33.4 FT (10.2 M) SOUTH-SOUTHEAST OF DRIVEWAY NUMBER 19649, 39.6 FT
 DQ8463'(12.1 M) EAST OF A SOUTH GATE POST, 1.5 FT (0.5 M) EAST-NORTHEAST OF A
 DQ8463'WITNESS POST.
 DQ8463'
 DQ8463'NOTE-THE STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM ROD
 DQ8463'DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION REMOVABLE DISK
 DQ8463'SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH PVC
 DQ8463'PIPE BACK FILLED WITH WASHED SAND.
 DQ8463
 DQ8463                          STATION RECOVERY (2023)
 DQ8463
 DQ8463'RECOVERY NOTE BY MN DEPT OF TRANSP 2023 (MAS)
 DQ8463'2.5 MI (4.0 KM) SOUTH OF DEERWOOD, 2.55 MI (4.10 KM) SOUTH ALONG TRUNK
 DQ8463'HIGHWAY 6 FROM THE JUNCTION OF TRUNK HIGHWAY 6 AND TRUNK HIGHWAY 210
 DQ8463'IN DEERWOOD, AT TRUNK HIGHWAY 6 MILE POINT 6.9, 53.1 FT (16.2 M)
 DQ8463'WEST-SOUTHWEST OF TRUNK HIGHWAY 6, 33.4 FT (10.2 M) SOUTH-SOUTHEAST OF
 DQ8463'DRIVEWAY NUMBER 19649, 39.6 FT (12.1 M) EAST OF A SOUTH GATE POST, 1.5
 DQ8463'FT (0.5 M) EAST-NORTHEAST OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DQ8462 ***********************************************************************
 DQ8462  DESIGNATION -  1801 M
 DQ8462  PID         -  DQ8462
 DQ8462  STATE/COUNTY-  MN/CROW WING
 DQ8462  COUNTRY     -  US
 DQ8462  USGS QUAD   -  BAY LAKE (2019)
 DQ8462
 DQ8462                         *CURRENT SURVEY CONTROL
 DQ8462  ______________________________________________________________________
 DQ8462* NAD 83(1986) POSITION- 46 25 17.58   (N) 093 52 24.03   (W)   HD_HELD1
 DQ8462* NAVD 88 ORTHO HEIGHT -   392.435 (meters)     1287.51  (feet) ADJUSTED
 DQ8462  ______________________________________________________________________
 DQ8462  GEOID HEIGHT    -        -27.611 (meters)                     GEOID18
 DQ8462  DYNAMIC HEIGHT  -        392.446 (meters)     1287.55  (feet) COMP
 DQ8462  MODELED GRAVITY -    980,632.4   (mgal)                       NAVD 88
 DQ8462
 DQ8462  VERT ORDER      -  SECOND    CLASS I
 DQ8462
 DQ8462.The horizontal coordinates were determined by differentially corrected
 DQ8462.hand held GPS observations or other comparable positioning techniques
 DQ8462.and have an estimated accuracy of +/- 3 meters.
 DQ8462
 DQ8462.The orthometric height was determined by differential leveling and
 DQ8462.adjusted by the NATIONAL GEODETIC SURVEY
 DQ8462.in April 2021.
 DQ8462
 DQ8462.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ8462.GEOID18 height accuracy estimate available here.
 DQ8462
 DQ8462.Click photographs - Photos may exist for this station.
 DQ8462
 DQ8462.The dynamic height is computed by dividing the NAVD 88
 DQ8462.geopotential number by the normal gravity value computed on the
 DQ8462.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ8462.degrees latitude (g = 980.6199 gals.).
 DQ8462
 DQ8462.The modeled gravity was interpolated from observed gravity values.
 DQ8462
 DQ8462;                    North         East    Units  Estimated Accuracy
 DQ8462;SPC MN C     -   258,068.9     828,952.5     MT  (+/- 3 meters HH1 GPS) 
 DQ8462
 DQ8462_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVM3289041256(NAD 83)
 DQ8462
 DQ8462                          SUPERSEDED SURVEY CONTROL
 DQ8462
 DQ8462.No superseded survey control is available for this station.
 DQ8462
 DQ8462_MARKER: I = METAL ROD
 DQ8462_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DQ8462_STAMPING: 1801 M 2017
 DQ8462_MARK LOGO: MNDT
 DQ8462_PROJECTION: RECESSED 5 CENTIMETERS
 DQ8462_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DQ8462_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ8462_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ8462+SATELLITE: SATELLITE OBSERVATIONS - June 07, 2023
 DQ8462_ROD/PIPE-DEPTH: 19.5 meters
 DQ8462
 DQ8462  HISTORY     - Date     Condition        Report By
 DQ8462  HISTORY     - 20170410 MONUMENTED       MNDT
 DQ8462  HISTORY     - 20230607 GOOD             MNDT
 DQ8462
 DQ8462                          STATION DESCRIPTION
 DQ8462
 DQ8462'DESCRIBED BY MN DEPT OF TRANSP 2017
 DQ8462'THE MARK IS LOCATED ABOUT 3.8 MI (6.1 KM) SOUTH OF DEERWOOD.
 DQ8462'
 DQ8462'TO REACH THE MARK GO 3.95 MI (6.36 KM) SOUTH ALONG TRUNK HIGHWAY 6
 DQ8462'FROM THE JUNCTION OF TRUNK HIGHWAY 6 AND TRUNK HIGHWAY 210 IN
 DQ8462'DEERWOOD, AT TRUNK HIGHWAY 6 MILE POINT 5.5.
 DQ8462'
 DQ8462'THE MARK IS LOCATED 50.5 FT (15.4 M) WEST OF TRUNK HIGHWAY 6, 244.0 FT
 DQ8462'(74.4 M) NORTH OF DRIVEWAY NUMBERS 18255/18257, 1.5 FT (0.5 M) EAST OF
 DQ8462'A WITNESS POST.
 DQ8462'
 DQ8462'NOTE-THE STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM ROD
 DQ8462'DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION REMOVABLE DISK
 DQ8462'SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH PVC
 DQ8462'PIPE BACK FILLED WITH WASHED SAND.
 DQ8462
 DQ8462                          STATION RECOVERY (2023)
 DQ8462
 DQ8462'RECOVERY NOTE BY MN DEPT OF TRANSP 2023 (MAS)
 DQ8462'3.8 MI (6.1 KM) SOUTH OF DEERWOOD, 3.95 MI (6.36 KM) SOUTH ALONG TRUNK
 DQ8462'HIGHWAY 6 FROM THE JUNCTION OF TRUNK HIGHWAY 6 AND TRUNK HIGHWAY 210
 DQ8462'IN DEERWOOD, AT TRUNK HIGHWAY 6 MILE POINT 5.5, 50.5 FT (15.4 M) WEST
 DQ8462'OF TRUNK HIGHWAY 6, 244.0 FT (74.4 M) NORTH OF DRIVEWAY NUMBERS
 DQ8462'18255/18257, 1.5 FT (0.5 M) EAST OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DQ8460 ***********************************************************************
 DQ8460  DESIGNATION -  1801 N
 DQ8460  PID         -  DQ8460
 DQ8460  STATE/COUNTY-  MN/CROW WING
 DQ8460  COUNTRY     -  US
 DQ8460  USGS QUAD   -  BAY LAKE (2019)
 DQ8460
 DQ8460                         *CURRENT SURVEY CONTROL
 DQ8460  ______________________________________________________________________
 DQ8460* NAD 83(1986) POSITION- 46 24 33.53   (N) 093 52 25.82   (W)   HD_HELD1
 DQ8460* NAVD 88 ORTHO HEIGHT -   392.419 (meters)     1287.46  (feet) ADJUSTED
 DQ8460  ______________________________________________________________________
 DQ8460  GEOID HEIGHT    -        -27.593 (meters)                     GEOID18
 DQ8460  DYNAMIC HEIGHT  -        392.430 (meters)     1287.50  (feet) COMP
 DQ8460  MODELED GRAVITY -    980,630.7   (mgal)                       NAVD 88
 DQ8460
 DQ8460  VERT ORDER      -  SECOND    CLASS I
 DQ8460
 DQ8460.The horizontal coordinates were determined by differentially corrected
 DQ8460.hand held GPS observations or other comparable positioning techniques
 DQ8460.and have an estimated accuracy of +/- 3 meters.
 DQ8460
 DQ8460.The orthometric height was determined by differential leveling and
 DQ8460.adjusted by the NATIONAL GEODETIC SURVEY
 DQ8460.in April 2021.
 DQ8460
 DQ8460.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ8460.GEOID18 height accuracy estimate available here.
 DQ8460
 DQ8460.Click photographs - Photos may exist for this station.
 DQ8460
 DQ8460.The dynamic height is computed by dividing the NAVD 88
 DQ8460.geopotential number by the normal gravity value computed on the
 DQ8460.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ8460.degrees latitude (g = 980.6199 gals.).
 DQ8460
 DQ8460.The modeled gravity was interpolated from observed gravity values.
 DQ8460
 DQ8460;                    North         East    Units  Estimated Accuracy
 DQ8460;SPC MN C     -   256,708.7     828,920.7     MT  (+/- 3 meters HH1 GPS) 
 DQ8460
 DQ8460_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVM3283739897(NAD 83)
 DQ8460
 DQ8460                          SUPERSEDED SURVEY CONTROL
 DQ8460
 DQ8460.No superseded survey control is available for this station.
 DQ8460
 DQ8460_MARKER: I = METAL ROD
 DQ8460_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DQ8460_STAMPING: 1801 N 2017
 DQ8460_MARK LOGO: MNDT
 DQ8460_PROJECTION: RECESSED 5 CENTIMETERS
 DQ8460_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DQ8460_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ8460_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ8460+SATELLITE: SATELLITE OBSERVATIONS - November 02, 2022
 DQ8460_ROD/PIPE-DEPTH: 17.4 meters
 DQ8460
 DQ8460  HISTORY     - Date     Condition        Report By
 DQ8460  HISTORY     - 20170327 MONUMENTED       MNDT
 DQ8460  HISTORY     - 20221102 GOOD             MNDT
 DQ8460
 DQ8460                          STATION DESCRIPTION
 DQ8460
 DQ8460'DESCRIBED BY MN DEPT OF TRANSP 2017
 DQ8460'THE MARK IS LOCATED ABOUT 4.6 MI (7.4 KM) SOUTH-SOUTHEAST OF DEERWOOD.
 DQ8460'TO REACH THE MARK GO 4.75 MI (7.64 KM) SOUTH ALONG TRUNK HIGHWAY 6
 DQ8460'FROM THE JUNCTION OF TRUNK HIGHWAY 6 AND TRUNK HIGHWAY 210 IN
 DQ8460'DEERWOOD, AT TRUNK HIGHWAY 6 MILE POINT 4.7.
 DQ8460'
 DQ8460'THE MARK IS LOCATED 61.5 FT (18.7 M) SOUTHEAST OF TRUNK HIGHWAY 6,
 DQ8460'45.8 FT (14.0 M) SOUTHWEST OF COUNTY ROAD 14 (TAME FISH LAKE ROAD),
 DQ8460'16.9 FT (5.2 M) SOUTH-SOUTHEAST OF A TRAIL STOP SIGN, 1.5 FT (0.5 M)
 DQ8460'NORTHWEST OF A WITNESS POST.
 DQ8460'
 DQ8460'NOTE-THE STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM ROD
 DQ8460'DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION REMOVABLE DISK
 DQ8460'SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH PVC
 DQ8460'PIPE BACK FILLED WITH WASHED SAND.
 DQ8460
 DQ8460                          STATION RECOVERY (2022)
 DQ8460
 DQ8460'RECOVERY NOTE BY MN DEPT OF TRANSP 2022 (MAS)
 DQ8460'4.6 MI (7.4 KM) SOUTH-SOUTHEAST OF DEERWOOD, 4.75 MI (7.64 KM) SOUTH
 DQ8460'ALONG TRUNK HIGHWAY 6 FROM THE JUNCTION OF TRUNK HIGHWAY 6 AND TRUNK
 DQ8460'HIGHWAY 210 IN DEERWOOD, AT TRUNK HIGHWAY 6 MILE POINT 4.7, 61.5 FT
 DQ8460'(18.7 M) SOUTHEAST OF TRUNK HIGHWAY 6, 45.8 FT (14.0 M) SOUTHWEST OF
 DQ8460'COUNTY ROAD 14 (TAME FISH LAKE ROAD), 16.9 FT (5.2 M) SOUTH-SOUTHEAST
 DQ8460'OF A TRAIL STOP SIGN, 1.5 FT (0.5 M) NORTHWEST OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DQ8459 ***********************************************************************
 DQ8459  DESIGNATION -  1801 P
 DQ8459  PID         -  DQ8459
 DQ8459  STATE/COUNTY-  MN/CROW WING
 DQ8459  COUNTRY     -  US
 DQ8459  USGS QUAD   -  CROSBY (2019)
 DQ8459
 DQ8459                         *CURRENT SURVEY CONTROL
 DQ8459  ______________________________________________________________________
 DQ8459* NAD 83(1986) POSITION- 46 23 58.54   (N) 093 52 48.02   (W)   HD_HELD1
 DQ8459* NAVD 88 ORTHO HEIGHT -   394.450 (meters)     1294.12  (feet) ADJUSTED
 DQ8459  ______________________________________________________________________
 DQ8459  GEOID HEIGHT    -        -27.572 (meters)                     GEOID18
 DQ8459  DYNAMIC HEIGHT  -        394.461 (meters)     1294.16  (feet) COMP
 DQ8459  MODELED GRAVITY -    980,629.8   (mgal)                       NAVD 88
 DQ8459
 DQ8459  VERT ORDER      -  SECOND    CLASS I
 DQ8459
 DQ8459.The horizontal coordinates were determined by differentially corrected
 DQ8459.hand held GPS observations or other comparable positioning techniques
 DQ8459.and have an estimated accuracy of +/- 3 meters.
 DQ8459
 DQ8459.The orthometric height was determined by differential leveling and
 DQ8459.adjusted by the NATIONAL GEODETIC SURVEY
 DQ8459.in April 2021.
 DQ8459
 DQ8459.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ8459.GEOID18 height accuracy estimate available here.
 DQ8459
 DQ8459.Click photographs - Photos may exist for this station.
 DQ8459
 DQ8459.The dynamic height is computed by dividing the NAVD 88
 DQ8459.geopotential number by the normal gravity value computed on the
 DQ8459.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ8459.degrees latitude (g = 980.6199 gals.).
 DQ8459
 DQ8459.The modeled gravity was interpolated from observed gravity values.
 DQ8459
 DQ8459;                    North         East    Units  Estimated Accuracy
 DQ8459;SPC MN C     -   255,626.2     828,451.7     MT  (+/- 3 meters HH1 GPS) 
 DQ8459
 DQ8459_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVM3235138822(NAD 83)
 DQ8459
 DQ8459                          SUPERSEDED SURVEY CONTROL
 DQ8459
 DQ8459.No superseded survey control is available for this station.
 DQ8459
 DQ8459_MARKER: I = METAL ROD
 DQ8459_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DQ8459_STAMPING: 1801 P 2017
 DQ8459_MARK LOGO: MNDT
 DQ8459_PROJECTION: RECESSED 5 CENTIMETERS
 DQ8459_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DQ8459_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ8459_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ8459+SATELLITE: SATELLITE OBSERVATIONS - November 01, 2022
 DQ8459_ROD/PIPE-DEPTH: 23.8 meters
 DQ8459
 DQ8459  HISTORY     - Date     Condition        Report By
 DQ8459  HISTORY     - 20170327 MONUMENTED       MNDT
 DQ8459  HISTORY     - 20221101 GOOD             MNDT
 DQ8459
 DQ8459                          STATION DESCRIPTION
 DQ8459
 DQ8459'DESCRIBED BY MN DEPT OF TRANSP 2017
 DQ8459'THE MARK IS LOCATED ABOUT 7.3 MI (11.7 KM) NORTH-NORTHWEST OF
 DQ8459'GARRISON.
 DQ8459'
 DQ8459'TO REACH THE MARK GO 3.9 MI (6.3 KM) NORTH ALONG TRUNK HIGHWAY 6 FROM
 DQ8459'THE JUNCTION OF TRUNK HIGHWAY 6 AND TRUNK HIGHWAY 18 (THE JUNCTION IS
 DQ8459'4.5 MI (7.2 KM) NORTHWEST OF GARRISON), AT TRUNK HIGHWAY 6 MILE POINT
 DQ8459'3.9.
 DQ8459'
 DQ8459'THE MARK IS LOCATED 50.5 FT (15.4 M) WEST OF TRUNK HIGHWAY 6, 88.5 FT
 DQ8459'(27.0 M) NORTH OF COUNTY ROAD 124 (CROOKED LAKE ROAD), 1.5 FT (0.5 M)
 DQ8459'EAST OF A WITNESS POST.
 DQ8459'
 DQ8459'NOTE-THE STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM ROD
 DQ8459'DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION REMOVABLE DISK
 DQ8459'SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH PVC
 DQ8459'PIPE BACK FILLED WITH WASHED SAND.
 DQ8459
 DQ8459                          STATION RECOVERY (2022)
 DQ8459
 DQ8459'RECOVERY NOTE BY MN DEPT OF TRANSP 2022 (MAS)
 DQ8459'7.3 MI (11.7 KM) NORTH-NORTHWEST OF GARRISON, 3.9 MI (6.3 KM) NORTH
 DQ8459'ALONG TRUNK HIGHWAY 6 FROM THE JUNCTION OF TRUNK HIGHWAY 6 AND TRUNK
 DQ8459'HIGHWAY 18 (THE JUNCTION IS 4.5 MI (7.2 KM) NORTHWEST OF GARRISON), AT
 DQ8459'TRUNK HIGHWAY 6 MILE POINT 3.9, 50.5 FT (15.4 M) WEST OF TRUNK HIGHWAY
 DQ8459'6, 88.5 FT (27.0 M) NORTH OF COUNTY ROAD 124 (CROOKED LAKE ROAD), 1.5
 DQ8459'FT (0.5 M) EAST OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DQ8457 ***********************************************************************
 DQ8457  DESIGNATION -  1801 Q
 DQ8457  PID         -  DQ8457
 DQ8457  STATE/COUNTY-  MN/CROW WING
 DQ8457  COUNTRY     -  US
 DQ8457  USGS QUAD   -  BAY LAKE (2019)
 DQ8457
 DQ8457                         *CURRENT SURVEY CONTROL
 DQ8457  ______________________________________________________________________
 DQ8457* NAD 83(1986) POSITION- 46 23 12.50   (N) 093 52 24.45   (W)   HD_HELD1
 DQ8457* NAVD 88 ORTHO HEIGHT -   388.793 (meters)     1275.57  (feet) ADJUSTED
 DQ8457  ______________________________________________________________________
 DQ8457  GEOID HEIGHT    -        -27.559 (meters)                     GEOID18
 DQ8457  DYNAMIC HEIGHT  -        388.803 (meters)     1275.60  (feet) COMP
 DQ8457  MODELED GRAVITY -    980,628.1   (mgal)                       NAVD 88
 DQ8457
 DQ8457  VERT ORDER      -  SECOND    CLASS I
 DQ8457
 DQ8457.The horizontal coordinates were determined by differentially corrected
 DQ8457.hand held GPS observations or other comparable positioning techniques
 DQ8457.and have an estimated accuracy of +/- 3 meters.
 DQ8457
 DQ8457.The orthometric height was determined by differential leveling and
 DQ8457.adjusted by the NATIONAL GEODETIC SURVEY
 DQ8457.in April 2021.
 DQ8457
 DQ8457.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ8457.GEOID18 height accuracy estimate available here.
 DQ8457
 DQ8457.Click photographs - Photos may exist for this station.
 DQ8457
 DQ8457.The dynamic height is computed by dividing the NAVD 88
 DQ8457.geopotential number by the normal gravity value computed on the
 DQ8457.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ8457.degrees latitude (g = 980.6199 gals.).
 DQ8457
 DQ8457.The modeled gravity was interpolated from observed gravity values.
 DQ8457
 DQ8457;                    North         East    Units  Estimated Accuracy
 DQ8457;SPC MN C     -   254,207.1     828,961.9     MT  (+/- 3 meters HH1 GPS) 
 DQ8457
 DQ8457_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVM3283937396(NAD 83)
 DQ8457
 DQ8457                          SUPERSEDED SURVEY CONTROL
 DQ8457
 DQ8457.No superseded survey control is available for this station.
 DQ8457
 DQ8457_MARKER: I = METAL ROD
 DQ8457_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DQ8457_STAMPING: 1801 Q 2017
 DQ8457_MARK LOGO: MNDT
 DQ8457_PROJECTION: RECESSED 5 CENTIMETERS
 DQ8457_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DQ8457_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ8457_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ8457+SATELLITE: SATELLITE OBSERVATIONS - November 01, 2022
 DQ8457_ROD/PIPE-DEPTH: 10.1 meters
 DQ8457
 DQ8457  HISTORY     - Date     Condition        Report By
 DQ8457  HISTORY     - 20170327 MONUMENTED       MNDT
 DQ8457  HISTORY     - 20221101 GOOD             MNDT
 DQ8457
 DQ8457                          STATION DESCRIPTION
 DQ8457
 DQ8457'DESCRIBED BY MN DEPT OF TRANSP 2017
 DQ8457'THE MARK IS LOCATED ABOUT 6.3 MI (10.1 KM) NORTH-NORTHWEST OF
 DQ8457'GARRISON.
 DQ8457'
 DQ8457'TO REACH THE MARK GO 2.95 MI (4.75 KM) NORTH ALONG TRUNK HIGHWAY 6
 DQ8457'FROM THE JUNCTION OF TRUNK HIGHWAY 6 AND TRUNK HIGHWAY 18 (THE
 DQ8457'JUNCTION IS 4.5 MI (7.2 KM) NORTHWEST OF GARRISON), AT TRUNK HIGHWAY 6
 DQ8457'MILE POINT 2.95.
 DQ8457'
 DQ8457'THE MARK IS LOCATED 73.7 FT (22.5 M) WEST OF TRUNK HIGHWAY 6, 11.2 FT
 DQ8457'(3.4 M) EAST OF A FENCE LINE, 2.0 FT (0.6 M) EAST OF A RIGHT-OF-WAY
 DQ8457'POST, 1.5 FT (0.5 M) EAST OF A WITNESS POST.
 DQ8457'
 DQ8457'NOTE-THE STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM ROD
 DQ8457'DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION REMOVABLE DISK
 DQ8457'SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH PVC
 DQ8457'PIPE BACK FILLED WITH WASHED SAND.
 DQ8457
 DQ8457                          STATION RECOVERY (2022)
 DQ8457
 DQ8457'RECOVERY NOTE BY MN DEPT OF TRANSP 2022 (MAS)
 DQ8457'6.3 MI (10.1 KM) NORTH-NORTHWEST OF GARRISON, 2.95 MI (4.75 KM) NORTH
 DQ8457'ALONG TRUNK HIGHWAY 6 FROM THE JUNCTION OF TRUNK HIGHWAY 6 AND TRUNK
 DQ8457'HIGHWAY 18 (THE JUNCTION IS 4.5 MI (7.2 KM) NORTHWEST OF GARRISON), AT
 DQ8457'TRUNK HIGHWAY 6 MILE POINT 2.95, 73.7 FT (22.5 M) WEST OF TRUNK
 DQ8457'HIGHWAY 6, 11.2 FT (3.4 M) EAST OF A FENCE LINE, 2.0 FT (0.6 M) EAST
 DQ8457'OF A RIGHT-OF-WAY POST, 1.5 FT (0.5 M) EAST OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DQ8456 ***********************************************************************
 DQ8456  DESIGNATION -  1801 R
 DQ8456  PID         -  DQ8456
 DQ8456  STATE/COUNTY-  MN/CROW WING
 DQ8456  COUNTRY     -  US
 DQ8456  USGS QUAD   -  GRAVE LAKE (2019)
 DQ8456
 DQ8456                         *CURRENT SURVEY CONTROL
 DQ8456  ______________________________________________________________________
 DQ8456* NAD 83(1986) POSITION- 46 22 25.46   (N) 093 52 31.82   (W)   HD_HELD1
 DQ8456* NAVD 88 ORTHO HEIGHT -   387.516 (meters)     1271.38  (feet) ADJUSTED
 DQ8456  ______________________________________________________________________
 DQ8456  GEOID HEIGHT    -        -27.535 (meters)                     GEOID18
 DQ8456  DYNAMIC HEIGHT  -        387.526 (meters)     1271.41  (feet) COMP
 DQ8456  MODELED GRAVITY -    980,627.4   (mgal)                       NAVD 88
 DQ8456
 DQ8456  VERT ORDER      -  SECOND    CLASS I
 DQ8456
 DQ8456.The horizontal coordinates were determined by differentially corrected
 DQ8456.hand held GPS observations or other comparable positioning techniques
 DQ8456.and have an estimated accuracy of +/- 3 meters.
 DQ8456
 DQ8456.The orthometric height was determined by differential leveling and
 DQ8456.adjusted by the NATIONAL GEODETIC SURVEY
 DQ8456.in April 2021.
 DQ8456
 DQ8456.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ8456.GEOID18 height accuracy estimate available here.
 DQ8456
 DQ8456.Click photographs - Photos may exist for this station.
 DQ8456
 DQ8456.The dynamic height is computed by dividing the NAVD 88
 DQ8456.geopotential number by the normal gravity value computed on the
 DQ8456.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ8456.degrees latitude (g = 980.6199 gals.).
 DQ8456
 DQ8456.The modeled gravity was interpolated from observed gravity values.
 DQ8456
 DQ8456;                    North         East    Units  Estimated Accuracy
 DQ8456;SPC MN C     -   252,754.0     828,811.3     MT  (+/- 3 meters HH1 GPS) 
 DQ8456
 DQ8456_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVM3266535946(NAD 83)
 DQ8456
 DQ8456                          SUPERSEDED SURVEY CONTROL
 DQ8456
 DQ8456.No superseded survey control is available for this station.
 DQ8456
 DQ8456_MARKER: I = METAL ROD
 DQ8456_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DQ8456_STAMPING: 1801 R 2017
 DQ8456_MARK LOGO: MNDT
 DQ8456_PROJECTION: RECESSED 5 CENTIMETERS
 DQ8456_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DQ8456_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ8456_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ8456+SATELLITE: SATELLITE OBSERVATIONS - November 01, 2022
 DQ8456_ROD/PIPE-DEPTH: 27.1 meters
 DQ8456
 DQ8456  HISTORY     - Date     Condition        Report By
 DQ8456  HISTORY     - 20170411 MONUMENTED       MNDT
 DQ8456  HISTORY     - 20221101 GOOD             MNDT
 DQ8456
 DQ8456                          STATION DESCRIPTION
 DQ8456
 DQ8456'DESCRIBED BY MN DEPT OF TRANSP 2017
 DQ8456'THE MARK IS LOCATED ABOUT 5.2 MI (8.4 KM) NORTH-NORTHWEST OF GARRISON.
 DQ8456'TO REACH THE MARK GO 2.05 MI (3.30 KM) NORTH ALONG TRUNK HIGHWAY 6
 DQ8456'FROM THE JUNCTION OF TRUNK HIGHWAY 6 AND TRUNK HIGHWAY 18 (THE
 DQ8456'JUNCTION IS 4.5 MI (7.2 KM) NORTHWEST OF GARRISON), AT TRUNK HIGHWAY 6
 DQ8456'MILE POINT 2.05.
 DQ8456'
 DQ8456'THE MARK IS LOCATED 78.5 FT (23.9 M) EAST OF TRUNK HIGHWAY 6, 36.5 FT
 DQ8456'(11.1 M) SOUTH OF EAGLEWOOD DRIVE, 2.8 FT (0.9 M) SOUTH OF A TRAIL
 DQ8456'STOP/MILE 2 SIGN POST, 1.5 FT (0.5 M) SOUTH OF A WITNESS POST.
 DQ8456'
 DQ8456'NOTE-THE STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM ROD
 DQ8456'DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION REMOVABLE DISK
 DQ8456'SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH PVC
 DQ8456'PIPE BACK FILLED WITH WASHED SAND.
 DQ8456
 DQ8456                          STATION RECOVERY (2022)
 DQ8456
 DQ8456'RECOVERY NOTE BY MN DEPT OF TRANSP 2022 (MAS)
 DQ8456'5.2 MI (8.4 KM) NORTH-NORTHWEST OF GARRISON, 2.05 MI (3.30 KM) NORTH
 DQ8456'ALONG TRUNK HIGHWAY 6 FROM THE JUNCTION OF TRUNK HIGHWAY 6 AND TRUNK
 DQ8456'HIGHWAY 18 (THE JUNCTION IS 4.5 MI (7.2 KM) NORTHWEST OF GARRISON), AT
 DQ8456'TRUNK HIGHWAY 6 MILE POINT 2.05, 78.5 FT (23.9 M) EAST OF TRUNK
 DQ8456'HIGHWAY 6, 36.5 FT (11.1 M) SOUTH OF EAGLEWOOD DRIVE, 2.8 FT (0.9 M)
 DQ8456'SOUTH OF A TRAIL STOP/MILE 2 SIGNPOST, 1.5 FT (0.5 M) SOUTH OF A
 DQ8456'WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DQ8455 ***********************************************************************
 DQ8455  DESIGNATION -  1801 S
 DQ8455  PID         -  DQ8455
 DQ8455  STATE/COUNTY-  MN/CROW WING
 DQ8455  COUNTRY     -  US
 DQ8455  USGS QUAD   -  GARRISON (2019)
 DQ8455
 DQ8455                         *CURRENT SURVEY CONTROL
 DQ8455  ______________________________________________________________________
 DQ8455* NAD 83(1986) POSITION- 46 21 13.68   (N) 093 52 13.50   (W)   HD_HELD1
 DQ8455* NAVD 88 ORTHO HEIGHT -   393.845 (meters)     1292.14  (feet) ADJUSTED
 DQ8455  ______________________________________________________________________
 DQ8455  GEOID HEIGHT    -        -27.502 (meters)                     GEOID18
 DQ8455  DYNAMIC HEIGHT  -        393.855 (meters)     1292.17  (feet) COMP
 DQ8455  MODELED GRAVITY -    980,627.6   (mgal)                       NAVD 88
 DQ8455
 DQ8455  VERT ORDER      -  SECOND    CLASS I
 DQ8455
 DQ8455.The horizontal coordinates were determined by differentially corrected
 DQ8455.hand held GPS observations or other comparable positioning techniques
 DQ8455.and have an estimated accuracy of +/- 3 meters.
 DQ8455
 DQ8455.The orthometric height was determined by differential leveling and
 DQ8455.adjusted by the NATIONAL GEODETIC SURVEY
 DQ8455.in April 2021.
 DQ8455
 DQ8455.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ8455.GEOID18 height accuracy estimate available here.
 DQ8455
 DQ8455.Click photographs - Photos may exist for this station.
 DQ8455
 DQ8455.The dynamic height is computed by dividing the NAVD 88
 DQ8455.geopotential number by the normal gravity value computed on the
 DQ8455.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ8455.degrees latitude (g = 980.6199 gals.).
 DQ8455
 DQ8455.The modeled gravity was interpolated from observed gravity values.
 DQ8455
 DQ8455;                    North         East    Units  Estimated Accuracy
 DQ8455;SPC MN C     -   250,539.7     829,213.4     MT  (+/- 3 meters HH1 GPS) 
 DQ8455
 DQ8455_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVM3303233726(NAD 83)
 DQ8455
 DQ8455                          SUPERSEDED SURVEY CONTROL
 DQ8455
 DQ8455.No superseded survey control is available for this station.
 DQ8455
 DQ8455_MARKER: I = METAL ROD
 DQ8455_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DQ8455_STAMPING: 1801 S 2017
 DQ8455_MARK LOGO: MNDT
 DQ8455_PROJECTION: RECESSED 5 CENTIMETERS
 DQ8455_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DQ8455_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ8455_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ8455+SATELLITE: SATELLITE OBSERVATIONS - November 01, 2022
 DQ8455_ROD/PIPE-DEPTH: 10.4 meters
 DQ8455
 DQ8455  HISTORY     - Date     Condition        Report By
 DQ8455  HISTORY     - 20170327 MONUMENTED       MNDT
 DQ8455  HISTORY     - 20221101 GOOD             MNDT
 DQ8455
 DQ8455                          STATION DESCRIPTION
 DQ8455
 DQ8455'DESCRIBED BY MN DEPT OF TRANSP 2017
 DQ8455'THE MARK IS LOCATED ABOUT 4.6 MI (7.4 KM) NORTHWEST OF GARRISON.
 DQ8455'
 DQ8455'TO REACH THE MARK GO 0.6 MI (1.0 KM) NORTH ALONG TRUNK HIGHWAY 6 FROM
 DQ8455'THE JUNCTION OF TRUNK HIGHWAY 6 AND TRUNK HIGHWAY 18 (THE JUNCTION IS
 DQ8455'4.5 MI (7.2 KM) NORTHWEST OF GARRISON), AT TRUNK HIGHWAY 6 MILE POINT
 DQ8455'0.6.
 DQ8455'
 DQ8455'THE MARK IS LOCATED 54.5 FT (16.6 M) WEST OF TRUNK HIGHWAY 6, 36.6 FT
 DQ8455'(11.2 M) NORTHEAST OF A RIGHT-OF-WAY POST, 1.5 FT (0.5 M) EAST OF A
 DQ8455'WITNESS POST.
 DQ8455'
 DQ8455'NOTE-THE STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM ROD
 DQ8455'DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION REMOVABLE DISK
 DQ8455'SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH PVC
 DQ8455'PIPE BACK FILLED WITH WASHED SAND.
 DQ8455
 DQ8455                          STATION RECOVERY (2022)
 DQ8455
 DQ8455'RECOVERY NOTE BY MN DEPT OF TRANSP 2022 (MAS)
 DQ8455'4.6 MI (7.4 KM) NORTHWEST OF GARRISON, 0.6 MI (1.0 KM) NORTH ALONG
 DQ8455'TRUNK HIGHWAY 6 FROM THE JUNCTION OF TRUNK HIGHWAY 6 AND TRUNK HIGHWAY
 DQ8455'18 (THE JUNCTION IS 4.5 MI (7.2 KM) NORTHWEST OF GARRISON), AT TRUNK
 DQ8455'HIGHWAY 6 MILE POINT 0.6, 54.5 FT (16.6 M) WEST OF TRUNK HIGHWAY 6,
 DQ8455'36.6 FT (11.2 M) NORTHEAST OF A RIGHT-OF-WAY POST, 1.0 FT (0.3 M) EAST
 DQ8455'OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DQ8453 ***********************************************************************
 DQ8453  DESIGNATION -  1801 T
 DQ8453  PID         -  DQ8453
 DQ8453  STATE/COUNTY-  MN/CROW WING
 DQ8453  COUNTRY     -  US
 DQ8453  USGS QUAD   -  GARRISON (2019)
 DQ8453
 DQ8453                         *CURRENT SURVEY CONTROL
 DQ8453  ______________________________________________________________________
 DQ8453* NAD 83(1986) POSITION- 46 20 44.02   (N) 093 52 10.63   (W)   HD_HELD1
 DQ8453* NAVD 88 ORTHO HEIGHT -   388.579 (meters)     1274.86  (feet) ADJUSTED
 DQ8453  ______________________________________________________________________
 DQ8453  GEOID HEIGHT    -        -27.486 (meters)                     GEOID18
 DQ8453  DYNAMIC HEIGHT  -        388.589 (meters)     1274.90  (feet) COMP
 DQ8453  MODELED GRAVITY -    980,628.0   (mgal)                       NAVD 88
 DQ8453
 DQ8453  VERT ORDER      -  SECOND    CLASS I
 DQ8453
 DQ8453.The horizontal coordinates were determined by differentially corrected
 DQ8453.hand held GPS observations or other comparable positioning techniques
 DQ8453.and have an estimated accuracy of +/- 3 meters.
 DQ8453
 DQ8453.The orthometric height was determined by differential leveling and
 DQ8453.adjusted by the NATIONAL GEODETIC SURVEY
 DQ8453.in April 2021.
 DQ8453
 DQ8453.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ8453.GEOID18 height accuracy estimate available here.
 DQ8453
 DQ8453.Click photographs - Photos may exist for this station.
 DQ8453
 DQ8453.The dynamic height is computed by dividing the NAVD 88
 DQ8453.geopotential number by the normal gravity value computed on the
 DQ8453.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ8453.degrees latitude (g = 980.6199 gals.).
 DQ8453
 DQ8453.The modeled gravity was interpolated from observed gravity values.
 DQ8453
 DQ8453;                    North         East    Units  Estimated Accuracy
 DQ8453;SPC MN C     -   249,624.2     829,279.2     MT  (+/- 3 meters HH1 GPS) 
 DQ8453
 DQ8453_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVM3308332810(NAD 83)
 DQ8453
 DQ8453                          SUPERSEDED SURVEY CONTROL
 DQ8453
 DQ8453.No superseded survey control is available for this station.
 DQ8453
 DQ8453_MARKER: F = FLANGE-ENCASED ROD
 DQ8453_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DQ8453_STAMPING: 1801 T 2017
 DQ8453_MARK LOGO: MNDT
 DQ8453_PROJECTION: RECESSED 5 CENTIMETERS
 DQ8453_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DQ8453_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ8453_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ8453+SATELLITE: SATELLITE OBSERVATIONS - October 18, 2022
 DQ8453_ROD/PIPE-DEPTH: 16.5 meters
 DQ8453
 DQ8453  HISTORY     - Date     Condition        Report By
 DQ8453  HISTORY     - 20170327 MONUMENTED       MNDT
 DQ8453  HISTORY     - 20221018 GOOD             MNDT
 DQ8453
 DQ8453                          STATION DESCRIPTION
 DQ8453
 DQ8453'DESCRIBED BY MN DEPT OF TRANSP 2017
 DQ8453'THE MARK IS LOCATED ABOUT 4.5 MI (7.2 KM) NORTHWEST OF GARRISON.
 DQ8453'
 DQ8453'TO REACH THE MARK GO 0.05 MI (0.08 KM) NORTH ALONG TRUNK HIGHWAY 6
 DQ8453'FROM THE JUNCTION OF TRUNK HIGHWAY 6 AND TRUNK HIGHWAY 18 (THE
 DQ8453'JUNCTION IS 4.5 MI (7.2 KM) NORTHWEST OF GARRISON), AT TRUNK HIGHWAY 6
 DQ8453'MILE POINT 0.05.
 DQ8453'
 DQ8453'THE MARK IS LOCATED 64.9 FT (19.8 M) EAST OF TRUNK HIGHWAY 6, 60.7 FT
 DQ8453'(18.5 M) SOUTH-SOUTHWEST OF A RIGHT-OF-WAY POST, 1.5 FT (0.5 M) WEST
 DQ8453'OF A WITNESS POST.
 DQ8453'
 DQ8453'NOTE-THE STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM ROD
 DQ8453'DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION REMOVABLE DISK
 DQ8453'SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH PVC
 DQ8453'PIPE BACK FILLED WITH WASHED SAND.
 DQ8453
 DQ8453                          STATION RECOVERY (2022)
 DQ8453
 DQ8453'RECOVERY NOTE BY MN DEPT OF TRANSP 2022 (MAS)
 DQ8453'4.5 MI (7.2 KM) NORTHWEST OF GARRISON, 0.05 MI (0.08 KM) NORTH ALONG
 DQ8453'TRUNK HIGHWAY 6 FROM THE JUNCTION OF TRUNK HIGHWAY 6 AND TRUNK HIGHWAY
 DQ8453'18 (THE JUNCTION IS 4.5 MI (7.2 KM) NORTHWEST OF GARRISON), AT TRUNK
 DQ8453'HIGHWAY 6 MILE POINT 0.05, 64.9 FT (19.8 M) EAST OF TRUNK HIGHWAY 6,
 DQ8453'60.7 FT (18.5 M) SOUTH-SOUTHWEST OF A RIGHT-OF-WAY POST, 1.5 FT (0.5
 DQ8453'M) WEST OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 AH6954 ***********************************************************************
 AH6954  DESIGNATION -  1802 A
 AH6954  PID         -  AH6954
 AH6954  STATE/COUNTY-  MN/CROW WING
 AH6954  COUNTRY     -  US
 AH6954  USGS QUAD   -  EMILY (2019)
 AH6954
 AH6954                         *CURRENT SURVEY CONTROL
 AH6954  ______________________________________________________________________
 AH6954* NAD 83(1986) POSITION- 46 37 48.62   (N) 093 56 46.37   (W)   HD_HELD1
 AH6954* NAVD 88 ORTHO HEIGHT -   381.485 (meters)     1251.59  (feet) ADJUSTED
 AH6954  ______________________________________________________________________
 AH6954  GEOID HEIGHT    -        -28.002 (meters)                     GEOID18
 AH6954  DYNAMIC HEIGHT  -        381.502 (meters)     1251.64  (feet) COMP
 AH6954  MODELED GRAVITY -    980,645.9   (mgal)                       NAVD 88
 AH6954
 AH6954  VERT ORDER      -  SECOND    CLASS I
 AH6954
 AH6954.The horizontal coordinates were determined by differentially corrected
 AH6954.hand held GPS observations or other comparable positioning techniques
 AH6954.and have an estimated accuracy of +/- 3 meters.
 AH6954
 AH6954.The orthometric height was determined by differential leveling and
 AH6954.adjusted by the NATIONAL GEODETIC SURVEY
 AH6954.in August 2006.
 AH6954
 AH6954.Significant digits in the geoid height do not necessarily reflect accuracy.
 AH6954.GEOID18 height accuracy estimate available here.
 AH6954
 AH6954.Click photographs - Photos may exist for this station.
 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     -   281,233.8     823,262.1     MT  (+/- 3 meters HH1 GPS) 
 AH6954
 AH6954_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVM2756864502(NAD 83)
 AH6954
 AH6954                          SUPERSEDED SURVEY CONTROL
 AH6954
 AH6954  NAVD 88 (09/27/00)  381.486  (m)         1251.59   (f) SUPERSEDED  2 1
 AH6954
 AH6954.Superseded values are not recommended for survey control.
 AH6954
 AH6954.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH6954.See file dsdata.pdf to determine how the superseded data were derived.
 AH6954
 AH6954_MARKER: DB = BENCH MARK DISK
 AH6954_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 AH6954_STAMPING: 1802 A 1971
 AH6954_MARK LOGO: MNHD
 AH6954_PROJECTION: RECESSED 10 CENTIMETERS
 AH6954_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AH6954_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AH6954_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH6954+SATELLITE: SATELLITE OBSERVATIONS - August 16, 2023
 AH6954
 AH6954  HISTORY     - Date     Condition        Report By
 AH6954  HISTORY     - 1971     MONUMENTED       MNHD
 AH6954  HISTORY     - 19940912 GOOD             MNDT
 AH6954  HISTORY     - 20190731 GOOD             MNDT
 AH6954  HISTORY     - 20221104 GOOD             MNDT
 AH6954  HISTORY     - 20230816 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.
 AH6954
 AH6954                          STATION RECOVERY (2019)
 AH6954
 AH6954'RECOVERY NOTE BY MN DEPT OF TRANSP 2019 (DAS)
 AH6954'RECOVERED IN GOOD CONDITION.
 AH6954
 AH6954                          STATION RECOVERY (2022)
 AH6954
 AH6954'RECOVERY NOTE BY MN DEPT OF TRANSP 2022 (DAS)
 AH6954'RECOVERED IN GOOD CONDITION 98.6 FT (29.9 M) EAST OF TRUNK HIGHWAY 6,
 AH6954'145.0 FT (44.2 M) NORTH OF MORITZ ROAD AND 2.0 FT (0.6 M) EAST OF A
 AH6954'WITNESS POST.
 AH6954
 AH6954                          STATION RECOVERY (2023)
 AH6954
 AH6954'RECOVERY NOTE BY MN DEPT OF TRANSP 2023 (MAS)
 AH6954'10.75 MI (17.30 KM) NORTH OF CROSBY, 10.7 MI (17.2 KM) NORTH ALONG
 AH6954'TRUNK HIGHWAY 6 FROM THE JUNCTION OF TRUNK HIGHWAY 6 AND TRUNK HIGHWAY
 AH6954'210 IN CROSBY, AT TRUNK HIGHWAY 6 MILE POINT 24.45, 98.6 FT (30.1 M)
 AH6954'EAST OF TRUNK HIGHWAY 6, 145.0 FT (44.2 M) NORTH OF MORITZ ROAD, 2.0
 AH6954'FT (0.6 M) EAST OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 AH6955 ***********************************************************************
 AH6955  DESIGNATION -  1802 B
 AH6955  PID         -  AH6955
 AH6955  STATE/COUNTY-  MN/CROW WING
 AH6955  COUNTRY     -  US
 AH6955  USGS QUAD   -  EMILY (2019)
 AH6955
 AH6955                         *CURRENT SURVEY CONTROL
 AH6955  ______________________________________________________________________
 AH6955* NAD 83(1986) POSITION- 46 38 48.49   (N) 093 57 07.98   (W)   HD_HELD1
 AH6955* NAVD 88 ORTHO HEIGHT -   370.669 (meters)     1216.10  (feet) ADJUSTED
 AH6955  ______________________________________________________________________
 AH6955  GEOID HEIGHT    -        -28.022 (meters)                     GEOID18
 AH6955  DYNAMIC HEIGHT  -        370.686 (meters)     1216.16  (feet) COMP
 AH6955  MODELED GRAVITY -    980,648.6   (mgal)                       NAVD 88
 AH6955
 AH6955  VERT ORDER      -  SECOND    CLASS I
 AH6955
 AH6955.The horizontal coordinates were determined by differentially corrected
 AH6955.hand held GPS observations or other comparable positioning techniques
 AH6955.and have an estimated accuracy of +/- 3 meters.
 AH6955
 AH6955.The orthometric height was determined by differential leveling and
 AH6955.adjusted by the NATIONAL GEODETIC SURVEY
 AH6955.in August 2006.
 AH6955
 AH6955.Significant digits in the geoid height do not necessarily reflect accuracy.
 AH6955.GEOID18 height accuracy estimate available here.
 AH6955
 AH6955.Click photographs - Photos may exist for this station.
 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     -   283,080.7     822,795.5     MT  (+/- 3 meters HH1 GPS) 
 AH6955
 AH6955_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVM2713166356(NAD 83)
 AH6955
 AH6955                          SUPERSEDED SURVEY CONTROL
 AH6955
 AH6955  NAVD 88 (09/27/00)  370.670  (m)         1216.11   (f) SUPERSEDED  2 1
 AH6955
 AH6955.Superseded values are not recommended for survey control.
 AH6955
 AH6955.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH6955.See file dsdata.pdf to determine how the superseded data were derived.
 AH6955
 AH6955_MARKER: DB = BENCH MARK DISK
 AH6955_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 AH6955_STAMPING: 1802 B 1971
 AH6955_MARK LOGO: MNHD
 AH6955_PROJECTION: RECESSED 10 CENTIMETERS
 AH6955_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AH6955_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AH6955_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH6955+SATELLITE: SATELLITE OBSERVATIONS - August 16, 2023
 AH6955
 AH6955  HISTORY     - Date     Condition        Report By
 AH6955  HISTORY     - 19710401 MONUMENTED       MNHD
 AH6955  HISTORY     - 19940920 GOOD             MNDT
 AH6955  HISTORY     - 20190801 GOOD             MNDT
 AH6955  HISTORY     - 20221103 GOOD             MNDT
 AH6955  HISTORY     - 20230816 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.
 AH6955
 AH6955                          STATION RECOVERY (2019)
 AH6955
 AH6955'RECOVERY NOTE BY MN DEPT OF TRANSP 2019 (DAS)
 AH6955'RECOVERED IN GOOD CONDITION.
 AH6955
 AH6955                          STATION RECOVERY (2022)
 AH6955
 AH6955'RECOVERY NOTE BY MN DEPT OF TRANSP 2022 (DAS)
 AH6955'THE MARK IS LOCATED ABOUT 9.0 MI (14.5 KM) NORTH OF CUYUNA, 7.8 MI
 AH6955'(12.6 KM) EAST OF CROSS LAKE AND 5.9 MI (9.5 KM) SOUTH OF EMILY.
 AH6955'
 AH6955'THE MARK WAS LOCATED ABOUT 12.0 MI (19.3 KM) NORTH OF CROSBY, 5.9 MI
 AH6955'(9.5 KM) SOUTH OF EMILY, 6.0 MI (9.7 KM) SOUTH ALONG TRUNK HIGHWAY 6
 AH6955'SOUTH FROM THE JUNCTION OF TRUNK HIGHWAY 6 SOUTH AND COUNTY ROAD 1 IN
 AH6955'EMILY, AT TRUNK HIGHWAY 6 MILE POINT 25.65.
 AH6955'
 AH6955'IT IS 99.0 FT (30.2 M) EAST-NORTHEAST OF TRUNK HIGHWAY 6, 170.0 FT
 AH6955'(51.8 M) NORTH OF A FIELD ENTRANCE CONNECTION TO OLD TRUNK HIGHWAY 6
 AH6955'AND 2.0 FT (0.6 M) WEST-SOUTHWEST OF A WITNESS POST.
 AH6955
 AH6955                          STATION RECOVERY (2023)
 AH6955
 AH6955'RECOVERY NOTE BY MN DEPT OF TRANSP 2023 (TJD)
 AH6955'12.0 MI (19.3 KM) NORTH OF CROSBY, 5.9 MI (9.5 KM) SOUTH OF EMILY, 6.0
 AH6955'MI (9.7 KM) SOUTH ALONG TRUNK HIGHWAY 6 SOUTH FROM THE JUNCTION OF
 AH6955'TRUNK HIGHWAY 6 SOUTH AND COUNTY ROAD 1 IN EMILY, AT TRUNK HIGHWAY 6
 AH6955'MILE POINT 25.65, 99.0 FT (30.2 M) EAST-NORTHEAST OF TRUNK HIGHWAY 6,
 AH6955'170.0 FT (51.8 M) NORTH OF A FIELD ENTRANCE CONNECTION TO OLD TRUNK
 AH6955'HIGHWAY 6, 2.0 FT (0.6 M) WEST-SOUTHWEST OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 AH6956 ***********************************************************************
 AH6956  DESIGNATION -  1802 C
 AH6956  PID         -  AH6956
 AH6956  STATE/COUNTY-  MN/CROW WING
 AH6956  COUNTRY     -  US
 AH6956  USGS QUAD   -  EMILY (2019)
 AH6956
 AH6956                         *CURRENT SURVEY CONTROL
 AH6956  ______________________________________________________________________
 AH6956* NAD 83(1986) POSITION- 46 39 41.03   (N) 093 57 16.08   (W)   HD_HELD1
 AH6956* NAVD 88 ORTHO HEIGHT -   374.548 (meters)     1228.83  (feet) ADJUSTED
 AH6956  ______________________________________________________________________
 AH6956  GEOID HEIGHT    -        -28.040 (meters)                     GEOID18
 AH6956  DYNAMIC HEIGHT  -        374.565 (meters)     1228.89  (feet) COMP
 AH6956  MODELED GRAVITY -    980,650.5   (mgal)                       NAVD 88
 AH6956
 AH6956  VERT ORDER      -  SECOND    CLASS I
 AH6956
 AH6956.The horizontal coordinates were determined by differentially corrected
 AH6956.hand held GPS observations or other comparable positioning techniques
 AH6956.and have an estimated accuracy of +/- 3 meters.
 AH6956
 AH6956.The orthometric height was determined by differential leveling and
 AH6956.adjusted by the NATIONAL GEODETIC SURVEY
 AH6956.in August 2006.
 AH6956
 AH6956.Significant digits in the geoid height do not necessarily reflect accuracy.
 AH6956.GEOID18 height accuracy estimate available here.
 AH6956
 AH6956.Click photographs - Photos may exist for this station.
 AH6956
 AH6956.The dynamic height is computed by dividing the NAVD 88
 AH6956.geopotential number by the normal gravity value computed on the
 AH6956.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH6956.degrees latitude (g = 980.6199 gals.).
 AH6956
 AH6956.The modeled gravity was interpolated from observed gravity values.
 AH6956
 AH6956;                    North         East    Units  Estimated Accuracy
 AH6956;SPC MN C     -   284,702.3     822,617.2     MT  (+/- 3 meters HH1 GPS) 
 AH6956
 AH6956_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVM2697967979(NAD 83)
 AH6956
 AH6956                          SUPERSEDED SURVEY CONTROL
 AH6956
 AH6956  NAVD 88 (09/27/00)  374.548  (m)         1228.83   (f) SUPERSEDED  2 1
 AH6956
 AH6956.Superseded values are not recommended for survey control.
 AH6956
 AH6956.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH6956.See file dsdata.pdf to determine how the superseded data were derived.
 AH6956
 AH6956_MARKER: DB = BENCH MARK DISK
 AH6956_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 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 NOT SUITABLE FOR
 AH6956+SATELLITE: SATELLITE OBSERVATIONS - August 16, 2023
 AH6956
 AH6956  HISTORY     - Date     Condition        Report By
 AH6956  HISTORY     - 1971     MONUMENTED       MNHD
 AH6956  HISTORY     - 19940804 GOOD             MNDT
 AH6956  HISTORY     - 20041116 GOOD             MNDT
 AH6956  HISTORY     - 20101201 GOOD             INDIV
 AH6956  HISTORY     - 20190801 GOOD             MNDT
 AH6956  HISTORY     - 20221102 GOOD             MNDT
 AH6956  HISTORY     - 20230816 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
 AH6956
 AH6956                          STATION RECOVERY (2010)
 AH6956
 AH6956'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2010
 AH6956'RECOVERED IN GOOD CONDITION.
 AH6956
 AH6956                          STATION RECOVERY (2019)
 AH6956
 AH6956'RECOVERY NOTE BY MN DEPT OF TRANSP 2019 (DAS)
 AH6956'RECOVERED IN GOOD CONDITION.
 AH6956
 AH6956                          STATION RECOVERY (2022)
 AH6956
 AH6956'RECOVERY NOTE BY MN DEPT OF TRANSP 2022 (DAS)
 AH6956'RECOVERED AS DESCRIBED.
 AH6956
 AH6956                          STATION RECOVERY (2023)
 AH6956
 AH6956'RECOVERY NOTE BY MN DEPT OF TRANSP 2023 (TJD)
 AH6956'13.0 MI (20.9 KM) NORTH OF CROSBY, 4.5 MI (7.2 KM) SOUTH OF EMILY, 4.9
 AH6956'MI (7.9 KM) SOUTH ALONG TRUNK HIGHWAY 6 SOUTH FROM THE JUNCTION OF
 AH6956'TRUNK HIGHWAY 6 SOUTH AND COUNTY ROAD 1 IN EMILY, AT THE JUNCTION OF
 AH6956'TRUNK HIGHWAY 6 AND COUNTY ROAD 36, 96.8 FT (29.5 M) WEST-NORTHWEST OF
 AH6956'TRUNK HIGHWAY 6, AT TRUNK HIGHWAY 6 MILE POINT 26.80, 375.0 FT (114.3
 AH6956'M) SOUTH OF COUNTY ROAD 36, 50.2 FT (15.3 M) SOUTH OF A 5.0 FT (1.5 M)
 AH6956'BY 6.0 FT (1.8 M) ROCK, 3.5 FT (1.1 M) EAST-SOUTHEAST OF A NORTH-SOUTH
 AH6956'FENCE LINE, 0.7 FT (21 CM) EAST-SOUTHEAST OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 AB5799 ***********************************************************************
 AB5799  DESIGNATION -  1802 C 1
 AB5799  PID         -  AB5799
 AB5799  STATE/COUNTY-  MN/CROW WING
 AB5799  COUNTRY     -  US
 AB5799  USGS QUAD   -  CROSS LAKE (2019)
 AB5799
 AB5799                         *CURRENT SURVEY CONTROL
 AB5799  ______________________________________________________________________
 AB5799* NAD 83(2011) POSITION- 46 40 04.23905(N) 094 06 43.19492(W)   ADJUSTED
 AB5799* NAD 83(2011) ELLIP HT-   346.719 (meters)        (06/27/12)   ADJUSTED
 AB5799* NAD 83(2011) EPOCH   -  2010.00
 AB5799* NAVD 88 ORTHO HEIGHT -   374.7   (meters)     1229.    (feet) GPS OBS
 AB5799  ______________________________________________________________________
 AB5799  NAVD 88 orthometric height was determined with geoid model    GEOID93
 AB5799  GEOID HEIGHT    -         -27.33 (meters)                     GEOID93
 AB5799  GEOID HEIGHT    -        -27.985 (meters)                     GEOID18
 AB5799  NAD 83(2011) X  -   -314,422.017 (meters)                     COMP
 AB5799  NAD 83(2011) Y  - -4,373,570.151 (meters)                     COMP
 AB5799  NAD 83(2011) Z  -  4,616,756.086 (meters)                     COMP
 AB5799  LAPLACE CORR    -         -1.74  (seconds)                    DEFLEC18
 AB5799
 AB5799  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AB5799  Standards:
 AB5799         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AB5799            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AB5799  -------------------------------------------------------------------
 AB5799  NETWORK    0.54   0.65           0.25   0.18   0.33      0.04062595
 AB5799  -------------------------------------------------------------------
 AB5799  Click here for local accuracies and other accuracy information.
 AB5799
 AB5799.The horizontal coordinates were established by GPS observations
 AB5799.and adjusted by the National Geodetic Survey in June 2012.
 AB5799
 AB5799.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AB5799.been affixed to the stable North American tectonic plate. See 
 AB5799.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AB5799
 AB5799.The horizontal coordinates are valid at the epoch date displayed above
 AB5799.which is a decimal equivalence of Year/Month/Day.
 AB5799
 AB5799.The orthometric height was determined by GPS observations and a
 AB5799.high-resolution geoid model.
 AB5799
 AB5799.Significant digits in the geoid height do not necessarily reflect accuracy.
 AB5799.GEOID18 height accuracy estimate available here.
 AB5799
 AB5799.Click photographs - Photos may exist for this station.
 AB5799
 AB5799.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB5799
 AB5799.The Laplace correction was computed from DEFLEC18 derived deflections.
 AB5799
 AB5799.The ellipsoidal height was determined by GPS observations
 AB5799.and is referenced to NAD 83.
 AB5799
 AB5799. The following values were computed from the NAD 83(2011) position.
 AB5799
 AB5799;                    North         East     Units Scale Factor Converg.
 AB5799;SPC MN C     -   285,385.916   810,560.052   MT  0.99993888   +0 05 59.4
 AB5799;SPC MN C     -   936,303.63  2,659,312.44   sFT  0.99993888   +0 05 59.4
 AB5799;UTM  15      - 5,168,854.372   414,937.481   MT  0.99968894   -0 48 32.0
 AB5799
 AB5799!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB5799!SPC MN C     -   0.99994565  x   0.99993888  =   0.99988454
 AB5799!UTM  15      -   0.99994565  x   0.99968894  =   0.99963461
 AB5799
 AB5799_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVM1493768854(NAD 83)
 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(2007)-  46 40 04.23902(N)    094 06 43.19565(W) AD(2002.00) 0
 AB5799  ELLIP H (02/10/07)  346.766  (m)                       GP(2002.00)    
 AB5799  NAD 83(1996)-  46 40 04.23896(N)    094 06 43.19518(W) AD(       ) 1
 AB5799  ELLIP H (03/16/99)  346.783  (m)                       GP(       ) 4 1
 AB5799  NAD 83(1986)-  46 40 04.23384(N)    094 06 43.18524(W) AD(       ) 1
 AB5799
 AB5799.Superseded values are not recommended for survey control.
 AB5799
 AB5799.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB5799.See file dsdata.pdf to determine how the superseded data were derived.
 AB5799
 AB5799_MARKER: DV = VERTICAL CONTROL DISK
 AB5799_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 AB5799_SP_SET: BRIDGE ABUTMENT
 AB5799_STAMPING: MN035 1802 C 1 1993
 AB5799_MARK LOGO: MNDT
 AB5799_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AB5799_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB5799+STABILITY: SURFACE MOTION
 AB5799_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB5799+SATELLITE: SATELLITE OBSERVATIONS - December 01, 2010
 AB5799
 AB5799  HISTORY     - Date     Condition        Report By
 AB5799  HISTORY     - 1985     MONUMENTED       MNDT
 AB5799  HISTORY     - 19930820 GOOD             MNDT
 AB5799  HISTORY     - 20101201 GOOD             INDIV
 AB5799
 AB5799                          STATION DESCRIPTION
 AB5799
 AB5799'DESCRIBED BY MN DEPT OF TRANSP 1993 (DKH)
 AB5799'THE MARK WAS RECOVERED IN GOOD CONDITION.  THE MARK IS LOCATED IN
 AB5799'CROSS LAKE, 0.3 MI (0.5 KM) SW ALONG CO RD 3 FROM THE JCT OF CO RD 3
 AB5799'AND CO RD 6, IN THE ABUT OF THE SE COR OF BRDG NO 18517 OVER PINE
 AB5799'RIVER, AND 24 FT (7.3 M) SE OF CO RD 3.
 AB5799
 AB5799                          STATION RECOVERY (2010)
 AB5799
 AB5799'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2010
 AB5799'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 AH6957 ***********************************************************************
 AH6957  DESIGNATION -  1802 D
 AH6957  PID         -  AH6957
 AH6957  STATE/COUNTY-  MN/CROW WING
 AH6957  COUNTRY     -  US
 AH6957  USGS QUAD   -  EMILY (2019)
 AH6957
 AH6957                         *CURRENT SURVEY CONTROL
 AH6957  ______________________________________________________________________
 AH6957* NAD 83(1986) POSITION- 46 40 30.0    (N) 093 57 09.7    (W)   HD_HELD2
 AH6957* NAVD 88 ORTHO HEIGHT -   382.170 (meters)     1253.84  (feet) ADJUSTED
 AH6957  ______________________________________________________________________
 AH6957  GEOID HEIGHT    -        -28.055 (meters)                     GEOID18
 AH6957  DYNAMIC HEIGHT  -        382.189 (meters)     1253.90  (feet) COMP
 AH6957  MODELED GRAVITY -    980,652.4   (mgal)                       NAVD 88
 AH6957
 AH6957  VERT ORDER      -  SECOND    CLASS I
 AH6957
 AH6957.The horizontal coordinates were established by autonomous hand held GPS
 AH6957.observations and have an estimated accuracy of +/- 10 meters.
 AH6957
 AH6957.The orthometric height was determined by differential leveling and
 AH6957.adjusted by the NATIONAL GEODETIC SURVEY
 AH6957.in August 2006.
 AH6957
 AH6957.Significant digits in the geoid height do not necessarily reflect accuracy.
 AH6957.GEOID18 height accuracy estimate available here.
 AH6957
 AH6957.Click photographs - Photos may exist for this station.
 AH6957
 AH6957.The dynamic height is computed by dividing the NAVD 88
 AH6957.geopotential number by the normal gravity value computed on the
 AH6957.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH6957.degrees latitude (g = 980.6199 gals.).
 AH6957
 AH6957.The modeled gravity was interpolated from observed gravity values.
 AH6957
 AH6957;                    North         East    Units  Estimated Accuracy
 AH6957;SPC MN C     -   286,215.      822,747.      MT  (+/- 10 meters HH2 GPS)
 AH6957
 AH6957_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVM2713369489(NAD 83)
 AH6957
 AH6957                          SUPERSEDED SURVEY CONTROL
 AH6957
 AH6957  NAVD 88 (09/27/00)  382.171  (m)         1253.84   (f) SUPERSEDED  2 1
 AH6957
 AH6957.Superseded values are not recommended for survey control.
 AH6957
 AH6957.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH6957.See file dsdata.pdf to determine how the superseded data were derived.
 AH6957
 AH6957_MARKER: DB = BENCH MARK DISK
 AH6957_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 AH6957_STAMPING: 1802 D 1971
 AH6957_MARK LOGO: MNHD
 AH6957_PROJECTION: FLUSH
 AH6957_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AH6957_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AH6957_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AH6957+SATELLITE: SATELLITE OBSERVATIONS - August 16, 2023
 AH6957
 AH6957  HISTORY     - Date     Condition        Report By
 AH6957  HISTORY     - 1971     MONUMENTED       MNHD
 AH6957  HISTORY     - 19940913 GOOD             MNDT
 AH6957  HISTORY     - 20041116 GOOD             MNDT
 AH6957  HISTORY     - 20190801 GOOD             MNDT
 AH6957  HISTORY     - 20221102 GOOD             MNDT
 AH6957  HISTORY     - 20230816 GOOD             MNDT
 AH6957
 AH6957                          STATION DESCRIPTION
 AH6957
 AH6957'DESCRIBED BY MN DEPT OF TRANSP 1994 (WAS)
 AH6957'THE MARK IS 4.5 MI (7.2 KM) SOUTH OF EMILY, 4.35 MI (7.00 KM) SOUTH
 AH6957'ALONG TH 6 FROM THE JUNCTION OF TH 6 AND CO RD 1 IN EMILY, AT TH 6 MP
 AH6957'27.8, 98 FT (29.9 M) WEST OF TH 6, 723 FT (220.4 M) NORTH OF THE SOUTH
 AH6957'LINE OF SEC 15, AND 192 FT (58.5 M) NORTH OF EXTENDED DRIVE TO SOUTH
 AH6957'(FIRE NO S1444).
 AH6957
 AH6957                          STATION RECOVERY (2004)
 AH6957
 AH6957'RECOVERY NOTE BY MN DEPT OF TRANSP 2004 (KNB)
 AH6957'4.5 MI (7.2 KM) SOUTH OF EMILY ON TRUNK HIGHWAY 6 FROM THE JUNCTION OF
 AH6957'TRUNK HIGHWAY 6 AND COUNTY ROAD 1 IN EMILY, 98 FT (29.9 M) WEST OF
 AH6957'TRUNK HIGHWAY 6, AT TRUNK HIGHWAY 6 MILEPOST 27.80, 723 FT (220.4 M)
 AH6957'NORTH OF SOUTH LINE OF SECTION 15, 192 FT (58.5 M) NORTH OF DRIVE
 AH6957'SOUTH AT FIRE NUMBER S1444 EXTENDED.
 AH6957
 AH6957                          STATION RECOVERY (2019)
 AH6957
 AH6957'RECOVERY NOTE BY MN DEPT OF TRANSP 2019 (DAS)
 AH6957'RECOVERED IN GOOD CONDITION.
 AH6957
 AH6957                          STATION RECOVERY (2022)
 AH6957
 AH6957'RECOVERY NOTE BY MN DEPT OF TRANSP 2022 (DAS)
 AH6957'RECOVERED AS DESCRIBED.
 AH6957
 AH6957                          STATION RECOVERY (2023)
 AH6957
 AH6957'RECOVERY NOTE BY MN DEPT OF TRANSP 2023 (TJD)
 AH6957'4.5 MI (7.2 KM) SOUTH OF EMILY ON TRUNK HIGHWAY 6 FROM THE JUNCTION OF
 AH6957'TRUNK HIGHWAY 6 AND COUNTY ROAD 1 IN EMILY, 98.0 FT (29.9 M) WEST OF
 AH6957'TRUNK HIGHWAY 6, AT TRUNK HIGHWAY 6 MILE POINT 27.80, 723.0 FT (220.4
 AH6957'M) NORTH OF A SOUTH LINE OF SECTION 15, 192.0 FT (58.5 M) NORTH OF A
 AH6957'DRIVE SOUTH AT FIRE NUMBER 36104 EXTENDED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 AH6959 ***********************************************************************
 AH6959  DESIGNATION -  1802 F
 AH6959  PID         -  AH6959
 AH6959  STATE/COUNTY-  MN/CROW WING
 AH6959  COUNTRY     -  US
 AH6959  USGS QUAD   -  EMILY (2019)
 AH6959
 AH6959                         *CURRENT SURVEY CONTROL
 AH6959  ______________________________________________________________________
 AH6959* NAD 83(1986) POSITION- 46 42 18.2    (N) 093 57 21.8    (W)   HD_HELD1
 AH6959* NAVD 88 ORTHO HEIGHT -   389.691 (meters)     1278.51  (feet) ADJUSTED
 AH6959  ______________________________________________________________________
 AH6959  GEOID HEIGHT    -        -28.088 (meters)                     GEOID18
 AH6959  DYNAMIC HEIGHT  -        389.711 (meters)     1278.58  (feet) COMP
 AH6959  MODELED GRAVITY -    980,655.7   (mgal)                       NAVD 88
 AH6959
 AH6959  VERT ORDER      -  SECOND    CLASS I
 AH6959
 AH6959.The horizontal coordinates were determined by differentially corrected
 AH6959.hand held GPS observations or other comparable positioning techniques
 AH6959.and have an estimated accuracy of +/- 3 meters.
 AH6959
 AH6959.The orthometric height was determined by differential leveling and
 AH6959.adjusted by the NATIONAL GEODETIC SURVEY
 AH6959.in August 2006.
 AH6959
 AH6959.Significant digits in the geoid height do not necessarily reflect accuracy.
 AH6959.GEOID18 height accuracy estimate available here.
 AH6959
 AH6959.Click photographs - Photos may exist for this station.
 AH6959
 AH6959.The dynamic height is computed by dividing the NAVD 88
 AH6959.geopotential number by the normal gravity value computed on the
 AH6959.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH6959.degrees latitude (g = 980.6199 gals.).
 AH6959
 AH6959.The modeled gravity was interpolated from observed gravity values.
 AH6959
 AH6959;                    North         East    Units  Estimated Accuracy
 AH6959;SPC MN C     -   289,554.8     822,477.6     MT  (+/- 3 meters HH1 GPS) 
 AH6959
 AH6959_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVM2691672832(NAD 83)
 AH6959
 AH6959                          SUPERSEDED SURVEY CONTROL
 AH6959
 AH6959  NAVD 88 (09/27/00)  389.691  (m)         1278.51   (f) SUPERSEDED  2 1
 AH6959
 AH6959.Superseded values are not recommended for survey control.
 AH6959
 AH6959.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH6959.See file dsdata.pdf to determine how the superseded data were derived.
 AH6959
 AH6959_MARKER: DB = BENCH MARK DISK
 AH6959_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 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 - August 16, 2023
 AH6959
 AH6959  HISTORY     - Date     Condition        Report By
 AH6959  HISTORY     - 1971     MONUMENTED       MNHD
 AH6959  HISTORY     - 19940804 GOOD             MNDT
 AH6959  HISTORY     - 20041116 GOOD             MNDT
 AH6959  HISTORY     - 20190806 GOOD             MNDT
 AH6959  HISTORY     - 20221102 GOOD             MNDT
 AH6959  HISTORY     - 20230816 GOOD             MNDT
 AH6959
 AH6959                          STATION DESCRIPTION
 AH6959
 AH6959'DESCRIBED BY MN DEPT OF TRANSP 1994 (WAS)
 AH6959'MARK IS 1.8 MI (2.9 KM) SOUTH OF EMILY, 1.85 MI (2.98 KM) SOUTH ALONG
 AH6959'TH 6 FROM THE JCT OF TH 6 AND CO RD 1 IN EMILY, AT TH 6 MP 29.9, 91.5
 AH6959'FT (27.9 M) WEST OF TH 6, 1045 FT (318.5 M) NORTH OF TWP RD EAST AND
 AH6959'OLD CONNECTION TO TH 6, 88 FT (26.8 M) NORTH AN ENT, AND 1.5 FT (0.5
 AH6959'M) SE OF A WIT POST.  THE MARK IS GPSABLE IF YOU USE AN 8 FT (2.4 M)
 AH6959'PICKET ON TRI-POD.
 AH6959
 AH6959                          STATION RECOVERY (2004)
 AH6959
 AH6959'RECOVERY NOTE BY MN DEPT OF TRANSP 2004 (KNB)
 AH6959'1.85 MILES SOUTH OF EMILY ALONG TRUNK HIGHWAY 6 FROM JUNCTION WITH
 AH6959'COUNTY ROAD 1, AT TRUNK HIGHWAY 6 MILEPOINT 29.9, 91.4 FEET WEST OF
 AH6959'TRUNK HIGHWAY 6, 1045 FEET NORTH OF TOWNSHIP ROAD EAST AND OLD TRUNK
 AH6959'HIGHWAY 6 CONNECTION WEST, 88 FEET NORTH OF ENTRANCE, 2 FEET EAST OF
 AH6959'WITNESS POST
 AH6959
 AH6959                          STATION RECOVERY (2019)
 AH6959
 AH6959'RECOVERY NOTE BY MN DEPT OF TRANSP 2019 (DAS)
 AH6959'RECOVERED IN GOOD CONDITION.
 AH6959
 AH6959                          STATION RECOVERY (2022)
 AH6959
 AH6959'RECOVERY NOTE BY MN DEPT OF TRANSP 2022 (DAS)
 AH6959'RECOVERED AS DESCRIBED.
 AH6959
 AH6959                          STATION RECOVERY (2023)
 AH6959
 AH6959'RECOVERY NOTE BY MN DEPT OF TRANSP 2023 (TJD)
 AH6959'1.85 MI (2.98 KM) SOUTH OF EMILY ALONG TRUNK HIGHWAY 6 FROM THE
 AH6959'JUNCTION WITH COUNTY ROAD 1, AT TRUNK HIGHWAY 6 MILE POINT 29.9, 91.4
 AH6959'FT (27.9 M) WEST OF TRUNK HIGHWAY 6, 1045.0 FT (318.5 M) NORTH OF A
 AH6959'TOWNSHIP ROAD EAST AND AN OLD TRUNK HIGHWAY 6 CONNECTION WEST, 88.0 FT
 AH6959'(26.8 M) NORTH OF AN ENTRANCE, 2.0 FT (0.6 M) EAST OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 AH6960 ***********************************************************************
 AH6960  DESIGNATION -  1802 G
 AH6960  PID         -  AH6960
 AH6960  STATE/COUNTY-  MN/CROW WING
 AH6960  COUNTRY     -  US
 AH6960  USGS QUAD   -  EMILY (2019)
 AH6960
 AH6960                         *CURRENT SURVEY CONTROL
 AH6960  ______________________________________________________________________
 AH6960* NAD 83(1986) POSITION- 46 42 45.00   (N) 093 57 21.57   (W)   HD_HELD1
 AH6960* NAVD 88 ORTHO HEIGHT -   385.206 (meters)     1263.80  (feet) ADJUSTED
 AH6960  ______________________________________________________________________
 AH6960  GEOID HEIGHT    -        -28.098 (meters)                     GEOID18
 AH6960  DYNAMIC HEIGHT  -        385.227 (meters)     1263.87  (feet) COMP
 AH6960  MODELED GRAVITY -    980,656.9   (mgal)                       NAVD 88
 AH6960
 AH6960  VERT ORDER      -  SECOND    CLASS I
 AH6960
 AH6960.The horizontal coordinates were determined by differentially corrected
 AH6960.hand held GPS observations or other comparable positioning techniques
 AH6960.and have an estimated accuracy of +/- 3 meters.
 AH6960
 AH6960.The orthometric height was determined by differential leveling and
 AH6960.adjusted by the NATIONAL GEODETIC SURVEY
 AH6960.in August 2006.
 AH6960
 AH6960.Significant digits in the geoid height do not necessarily reflect accuracy.
 AH6960.GEOID18 height accuracy estimate available here.
 AH6960
 AH6960.Click photographs - Photos may exist for this station.
 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     -   290,382.3     822,479.4     MT  (+/- 3 meters HH1 GPS) 
 AH6960
 AH6960_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVM2693173659(NAD 83)
 AH6960
 AH6960                          SUPERSEDED SURVEY CONTROL
 AH6960
 AH6960  NAVD 88 (09/27/00)  385.207  (m)         1263.80   (f) SUPERSEDED  2 1
 AH6960
 AH6960.Superseded values are not recommended for survey control.
 AH6960
 AH6960.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH6960.See file dsdata.pdf to determine how the superseded data were derived.
 AH6960
 AH6960_MARKER: DB = BENCH MARK DISK
 AH6960_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 AH6960_STAMPING: 1802 G 1971
 AH6960_MARK LOGO: MNHD
 AH6960_PROJECTION: RECESSED 1 CENTIMETERS
 AH6960_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AH6960_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AH6960_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH6960+SATELLITE: SATELLITE OBSERVATIONS - August 16, 2023
 AH6960
 AH6960  HISTORY     - Date     Condition        Report By
 AH6960  HISTORY     - 1971     MONUMENTED       MNHD
 AH6960  HISTORY     - 19940804 GOOD             MNDT
 AH6960  HISTORY     - 20210114 GOOD             MNDT
 AH6960  HISTORY     - 20221102 GOOD             MNDT
 AH6960  HISTORY     - 20230816 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.
 AH6960
 AH6960                          STATION RECOVERY (2021)
 AH6960
 AH6960'RECOVERY NOTE BY MN DEPT OF TRANSP 2021 (KMS)
 AH6960'1.3 MI (2.1 KM) SOUTH OF EMILY ALONG TRUNK HIGHWAY 6 FROM THE JUNCTION
 AH6960'WITH COUNTY ROAD 1, AT TRUNK HIGHWAY 6 MILE POINT 30.45, 94.0 FT (28.7
 AH6960'M) WEST OF TRUNK HIGHWAY 6, 1233.0 FT (375.8 M) NORTH OF DAM ROAD,
 AH6960'34.0 FT (10.4 M) SOUTH WEST OF POWER POLE NUMBER 110830, 1.1 FT (0.3
 AH6960'M) EAST-SOUTHEAST OF A WITNESS POST.
 AH6960
 AH6960                          STATION RECOVERY (2022)
 AH6960
 AH6960'RECOVERY NOTE BY MN DEPT OF TRANSP 2022 (DAS)
 AH6960'RECOVERED AS DESCRIBED.
 AH6960
 AH6960                          STATION RECOVERY (2023)
 AH6960
 AH6960'RECOVERY NOTE BY MN DEPT OF TRANSP 2023 (TJD)
 AH6960'1.3 MI (2.1 KM) SOUTH OF EMILY ALONG TRUNK HIGHWAY 6 FROM THE JUNCTION
 AH6960'WITH COUNTY ROAD 1, AT TRUNK HIGHWAY 6 MILE POINT 30.45, 94.0 FT (28.7
 AH6960'M) WEST OF TRUNK HIGHWAY 6, 1233.0 FT (375.8 M) NORTH OF DAM ROAD,
 AH6960'34.0 FT (10.4 M) SOUTHWEST OF A POWER POLE NUMBER 110830, 1.1 FT (0.3
 AH6960'M) EAST-SOUTHEAST OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 AH6946 ***********************************************************************
 AH6946  DESIGNATION -  1802 K
 AH6946  PID         -  AH6946
 AH6946  STATE/COUNTY-  MN/CROW WING
 AH6946  COUNTRY     -  US
 AH6946  USGS QUAD   -  CUYUNA (2019)
 AH6946
 AH6946                         *CURRENT SURVEY CONTROL
 AH6946  ______________________________________________________________________
 AH6946* NAD 83(1986) POSITION- 46 31 32.     (N) 093 57 09.     (W)   SCALED
 AH6946* NAVD 88 ORTHO HEIGHT -   372.581 (meters)     1222.38  (feet) ADJUSTED
 AH6946  ______________________________________________________________________
 AH6946  GEOID HEIGHT    -        -27.800 (meters)                     GEOID18
 AH6946  DYNAMIC HEIGHT  -        372.599 (meters)     1222.44  (feet) COMP
 AH6946  MODELED GRAVITY -    980,650.5   (mgal)                       NAVD 88
 AH6946
 AH6946  VERT ORDER      -  SECOND    CLASS I
 AH6946
 AH6946.The horizontal coordinates were scaled from a map and have
 AH6946.an estimated accuracy of +/- 6 seconds.
 AH6946
 AH6946.The orthometric height was determined by differential leveling and
 AH6946.adjusted by the NATIONAL GEODETIC SURVEY
 AH6946.in August 2006.
 AH6946
 AH6946.Significant digits in the geoid height do not necessarily reflect accuracy.
 AH6946.GEOID18 height accuracy estimate available here.
 AH6946
 AH6946.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVM269528(NAD 83)
 AH6946
 AH6946                          SUPERSEDED SURVEY CONTROL
 AH6946
 AH6946  NAVD 88 (09/27/00)  372.582  (m)         1222.38   (f) SUPERSEDED  2 1
 AH6946
 AH6946.Superseded values are not recommended for survey control.
 AH6946
 AH6946.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH6946.See file dsdata.pdf to determine how the superseded data were derived.
 AH6946
 AH6946_MARKER: DD = SURVEY DISK
 AH6946_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 AH6946_STAMPING: 1802 K 1994
 AH6946_MARK LOGO: MNDT
 AH6946_PROJECTION: RECESSED 8 CENTIMETERS
 AH6946_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AH6946_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AH6946_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AH6946+SATELLITE: SATELLITE OBSERVATIONS - July 31, 2019
 AH6946_ROD/PIPE-DEPTH: 32.0 meters
 AH6946
 AH6946  HISTORY     - Date     Condition        Report By
 AH6946  HISTORY     - 1994     MONUMENTED       MNDT
 AH6946  HISTORY     - 20190731 GOOD             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.
 AH6946
 AH6946                          STATION RECOVERY (2019)
 AH6946
 AH6946'RECOVERY NOTE BY MN DEPT OF TRANSP 2019 (DAS)
 AH6946'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 AH6947 ***********************************************************************
 AH6947  DESIGNATION -  1802 L
 AH6947  PID         -  AH6947
 AH6947  STATE/COUNTY-  MN/CROW WING
 AH6947  COUNTRY     -  US
 AH6947  USGS QUAD   -  CUYUNA (2019)
 AH6947
 AH6947                         *CURRENT SURVEY CONTROL
 AH6947  ______________________________________________________________________
 AH6947* NAD 83(1986) POSITION- 46 32 18.     (N) 093 56 59.     (W)   SCALED
 AH6947* NAVD 88 ORTHO HEIGHT -   372.975 (meters)     1223.67  (feet) ADJUSTED
 AH6947  ______________________________________________________________________
 AH6947  GEOID HEIGHT    -        -27.833 (meters)                     GEOID18
 AH6947  DYNAMIC HEIGHT  -        372.992 (meters)     1223.72  (feet) COMP
 AH6947  MODELED GRAVITY -    980,648.6   (mgal)                       NAVD 88
 AH6947
 AH6947  VERT ORDER      -  SECOND    CLASS I
 AH6947
 AH6947.The horizontal coordinates were scaled from a map and have
 AH6947.an estimated accuracy of +/- 6 seconds.
 AH6947
 AH6947.The orthometric height was determined by differential leveling and
 AH6947.adjusted by the NATIONAL GEODETIC SURVEY
 AH6947.in August 2006.
 AH6947
 AH6947.Significant digits in the geoid height do not necessarily reflect accuracy.
 AH6947.GEOID18 height accuracy estimate available here.
 AH6947
 AH6947.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVM271543(NAD 83)
 AH6947
 AH6947                          SUPERSEDED SURVEY CONTROL
 AH6947
 AH6947  NAVD 88 (09/27/00)  372.975  (m)         1223.67   (f) SUPERSEDED  2 1
 AH6947
 AH6947.Superseded values are not recommended for survey control.
 AH6947
 AH6947.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH6947.See file dsdata.pdf to determine how the superseded data were derived.
 AH6947
 AH6947_MARKER: DD = SURVEY DISK
 AH6947_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 AH6947_STAMPING: 1802 L 1994
 AH6947_MARK LOGO: MNDT
 AH6947_PROJECTION: RECESSED 8 CENTIMETERS
 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 - July 24, 2023
 AH6947_ROD/PIPE-DEPTH: 16.8 meters
 AH6947
 AH6947  HISTORY     - Date     Condition        Report By
 AH6947  HISTORY     - 1994     MONUMENTED       MNDT
 AH6947  HISTORY     - 20221104 GOOD             MNDT
 AH6947  HISTORY     - 20230724 GOOD             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.
 AH6947
 AH6947                          STATION RECOVERY (2022)
 AH6947
 AH6947'RECOVERY NOTE BY MN DEPT OF TRANSP 2022 (DAS)
 AH6947'RECOVERED AS DESCRIBED.
 AH6947
 AH6947                          STATION RECOVERY (2023)
 AH6947
 AH6947'RECOVERY NOTE BY MN DEPT OF TRANSP 2023 (MAS)
 AH6947'4.0 MI (6.4 KM) NORTH-NORTHEAST OF CROSBY, 4.05 MI (6.52 KM) NORTH
 AH6947'ALONG TRUNK HIGHWAY 6 FROM THE JUNCTION OF TRUNK HIGHWAY 6 AND TRUNK
 AH6947'HIGHWAY 210 IN CROSBY, AT TRUNK HIGHWAY 6 MILE POINT 17.8, 63.5 FT
 AH6947'(19.4 M) EAST OF TRUNK HIGHWAY 6, 35.7 FT (10.9 M) NORTH OF RABBIT
 AH6947'LAKE DRIVE, 22.0 FT (6.7 M) WEST OF A PRIVATE DRIVEWAY, 8.2 FT (2.5 M)
 AH6947'NORTH OF A TELEPHONE CABLE PEDESTAL, 1.1 FT (0.3 M) WEST-NORTHWEST OF
 AH6947'A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 AH6948 ***********************************************************************
 AH6948  DESIGNATION -  1802 M
 AH6948  PID         -  AH6948
 AH6948  STATE/COUNTY-  MN/CROW WING
 AH6948  COUNTRY     -  US
 AH6948  USGS QUAD   -  CUYUNA (2019)
 AH6948
 AH6948                         *CURRENT SURVEY CONTROL
 AH6948  ______________________________________________________________________
 AH6948* NAD 83(1986) POSITION- 46 32 38.     (N) 093 57 21.     (W)   SCALED
 AH6948* NAVD 88 ORTHO HEIGHT -   369.205 (meters)     1211.30  (feet) ADJUSTED
 AH6948  ______________________________________________________________________
 AH6948  GEOID HEIGHT    -        -27.846 (meters)                     GEOID18
 AH6948  DYNAMIC HEIGHT  -        369.221 (meters)     1211.35  (feet) COMP
 AH6948  MODELED GRAVITY -    980,647.6   (mgal)                       NAVD 88
 AH6948
 AH6948  VERT ORDER      -  SECOND    CLASS I
 AH6948
 AH6948.The horizontal coordinates were scaled from a map and have
 AH6948.an estimated accuracy of +/- 6 seconds.
 AH6948
 AH6948.The orthometric height was determined by differential leveling and
 AH6948.adjusted by the NATIONAL GEODETIC SURVEY
 AH6948.in August 2006.
 AH6948
 AH6948.Significant digits in the geoid height do not necessarily reflect accuracy.
 AH6948.GEOID18 height accuracy estimate available here.
 AH6948
 AH6948.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVM267549(NAD 83)
 AH6948
 AH6948                          SUPERSEDED SURVEY CONTROL
 AH6948
 AH6948  NAVD 88 (09/27/00)  369.205  (m)         1211.30   (f) SUPERSEDED  2 1
 AH6948
 AH6948.Superseded values are not recommended for survey control.
 AH6948
 AH6948.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH6948.See file dsdata.pdf to determine how the superseded data were derived.
 AH6948
 AH6948_MARKER: DV = VERTICAL CONTROL DISK
 AH6948_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 AH6948_SP_SET: BRIDGE ABUTMENT
 AH6948_STAMPING: 1802 M 1994
 AH6948_MARK LOGO: MNDT
 AH6948_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 - July 31, 2019
 AH6948
 AH6948  HISTORY     - Date     Condition        Report By
 AH6948  HISTORY     - 1994     MONUMENTED       MNDT
 AH6948  HISTORY     - 20120711 GOOD             USACES
 AH6948  HISTORY     - 20190731 GOOD             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.
 AH6948
 AH6948                          STATION RECOVERY (2012)
 AH6948
 AH6948'RECOVERY NOTE BY USACE ST. PAUL  MN DISTRICT 2012 (POJ)
 AH6948'RECOVERED IN GOOD CONDITION.
 AH6948
 AH6948                          STATION RECOVERY (2019)
 AH6948
 AH6948'RECOVERY NOTE BY MN DEPT OF TRANSP 2019 (DAS)
 AH6948'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 AH6949 ***********************************************************************
 AH6949  DESIGNATION -  1802 N
 AH6949  PID         -  AH6949
 AH6949  STATE/COUNTY-  MN/CROW WING
 AH6949  COUNTRY     -  US
 AH6949  USGS QUAD   -  CUYUNA (2019)
 AH6949
 AH6949                         *CURRENT SURVEY CONTROL
 AH6949  ______________________________________________________________________
 AH6949* NAD 83(1986) POSITION- 46 33 36.     (N) 093 57 08.     (W)   SCALED
 AH6949* NAVD 88 ORTHO HEIGHT -   378.654 (meters)     1242.30  (feet) ADJUSTED
 AH6949  ______________________________________________________________________
 AH6949  GEOID HEIGHT    -        -27.884 (meters)                     GEOID18
 AH6949  DYNAMIC HEIGHT  -        378.670 (meters)     1242.35  (feet) COMP
 AH6949  MODELED GRAVITY -    980,645.2   (mgal)                       NAVD 88
 AH6949
 AH6949  VERT ORDER      -  SECOND    CLASS I
 AH6949
 AH6949.The horizontal coordinates were scaled from a map and have
 AH6949.an estimated accuracy of +/- 6 seconds.
 AH6949
 AH6949.The orthometric height was determined by differential leveling and
 AH6949.adjusted by the NATIONAL GEODETIC SURVEY
 AH6949.in August 2006.
 AH6949
 AH6949.Significant digits in the geoid height do not necessarily reflect accuracy.
 AH6949.GEOID18 height accuracy estimate available here.
 AH6949
 AH6949.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVM270567(NAD 83)
 AH6949
 AH6949                          SUPERSEDED SURVEY CONTROL
 AH6949
 AH6949  NAVD 88 (09/27/00)  378.654  (m)         1242.30   (f) SUPERSEDED  2 1
 AH6949
 AH6949.Superseded values are not recommended for survey control.
 AH6949
 AH6949.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH6949.See file dsdata.pdf to determine how the superseded data were derived.
 AH6949
 AH6949_MARKER: DD = SURVEY DISK
 AH6949_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 AH6949+WITH SETTING: INFORMATION.
 AH6949_STAMPING: 1802 N 1994
 AH6949_MARK LOGO: MNDT
 AH6949_PROJECTION: FLUSH
 AH6949_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AH6949_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AH6949_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AH6949+SATELLITE: SATELLITE OBSERVATIONS - November 03, 2022
 AH6949_ROD/PIPE-DEPTH: 2.1 meters
 AH6949
 AH6949  HISTORY     - Date     Condition        Report By
 AH6949  HISTORY     - 1994     MONUMENTED       MNDT
 AH6949  HISTORY     - 20221103 GOOD             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.
 AH6949
 AH6949                          STATION RECOVERY (2022)
 AH6949
 AH6949'RECOVERY NOTE BY MN DEPT OF TRANSP 2022 (DAS)
 AH6949'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 AH6950 ***********************************************************************
 AH6950  DESIGNATION -  1802 P
 AH6950  PID         -  AH6950
 AH6950  STATE/COUNTY-  MN/CROW WING
 AH6950  COUNTRY     -  US
 AH6950  USGS QUAD   -  CUYUNA (2019)
 AH6950
 AH6950                         *CURRENT SURVEY CONTROL
 AH6950  ______________________________________________________________________
 AH6950* NAD 83(1986) POSITION- 46 34 23.17   (N) 093 57 10.72   (W)   HD_HELD1
 AH6950* NAVD 88 ORTHO HEIGHT -   387.002 (meters)     1269.69  (feet) ADJUSTED
 AH6950  ______________________________________________________________________
 AH6950  GEOID HEIGHT    -        -27.909 (meters)                     GEOID18
 AH6950  DYNAMIC HEIGHT  -        387.017 (meters)     1269.74  (feet) COMP
 AH6950  MODELED GRAVITY -    980,643.2   (mgal)                       NAVD 88
 AH6950
 AH6950  VERT ORDER      -  SECOND    CLASS I
 AH6950
 AH6950.The horizontal coordinates were determined by differentially corrected
 AH6950.hand held GPS observations or other comparable positioning techniques
 AH6950.and have an estimated accuracy of +/- 3 meters.
 AH6950
 AH6950.The orthometric height was determined by differential leveling and
 AH6950.adjusted by the NATIONAL GEODETIC SURVEY
 AH6950.in August 2006.
 AH6950
 AH6950.Significant digits in the geoid height do not necessarily reflect accuracy.
 AH6950.GEOID18 height accuracy estimate available here.
 AH6950
 AH6950.Click photographs - Photos may exist for this station.
 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     -   274,888.3     822,768.0     MT  (+/- 3 meters HH1 GPS) 
 AH6950
 AH6950_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVM2697458167(NAD 83)
 AH6950
 AH6950                          SUPERSEDED SURVEY CONTROL
 AH6950
 AH6950  NAVD 88 (09/27/00)  387.002  (m)         1269.69   (f) SUPERSEDED  2 1
 AH6950
 AH6950.Superseded values are not recommended for survey control.
 AH6950
 AH6950.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH6950.See file dsdata.pdf to determine how the superseded data were derived.
 AH6950
 AH6950_MARKER: DD = SURVEY DISK
 AH6950_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 AH6950_STAMPING: 1802 P 1994
 AH6950_MARK LOGO: MNDT
 AH6950_PROJECTION: PROJECTING 5 CENTIMETERS
 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 - August 16, 2023
 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  HISTORY     - 20210112 GOOD             MNDT
 AH6950  HISTORY     - 20221103 GOOD             MNDT
 AH6950  HISTORY     - 20230816 GOOD             MNDT
 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.
 AH6950
 AH6950                          STATION RECOVERY (2021)
 AH6950
 AH6950'RECOVERY NOTE BY MN DEPT OF TRANSP 2021 (MAS)
 AH6950'6.0 MI (9.7 KM) NORTH OF CROSBY, 5.8 MI (9.3 KM) NORTH ALONG TRUNK
 AH6950'HIGHWAY 6 FROM THE JUNCTION OF TRUNK HIGHWAY 6 AND TRUNK HIGHWAY 210
 AH6950'IN CROSBY, AT TRUNK HIGHWAY 6 MILE POINT 20.5, 93.0 FT (28.3 M) WEST
 AH6950'OF TRUNK HIGHWAY 6, 33.0 FT (10.1 M) NORTH OF GILMER ROAD, 20.8 FT
 AH6950'(6.3 M) SOUTHEAST OF POWER POLE NUMBER 57, 1.5 FT (0.5 M) NORTH OF A
 AH6950'WITNESS POST.
 AH6950
 AH6950                          STATION RECOVERY (2022)
 AH6950
 AH6950'RECOVERY NOTE BY MN DEPT OF TRANSP 2022 (DAS)
 AH6950'RECOVERED AS DESCRIBED.
 AH6950
 AH6950                          STATION RECOVERY (2023)
 AH6950
 AH6950'RECOVERY NOTE BY MN DEPT OF TRANSP 2023 (TJD)
 AH6950'6.0 MI (9.7 KM) NORTH OF CROSBY, 5.8 MI (9.3 KM) NORTH ALONG TRUNK
 AH6950'HIGHWAY 6 FROM THE JUNCTION OF TRUNK HIGHWAY 6 AND TRUNK HIGHWAY 210
 AH6950'IN CROSBY, AT TRUNK HIGHWAY 6 MILE POINT 20.5, 93.0 FT (28.3 M) WEST
 AH6950'OF TRUNK HIGHWAY 6, 33.0 FT (10.1 M) NORTH OF GILMER ROAD, 20.8 FT
 AH6950'(6.3 M) SOUTHEAST OF A POWER POLE NUMBER 57, 1.5 FT (0.5 M) NORTH OF A
 AH6950'WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 AH6953 ***********************************************************************
 AH6953  DESIGNATION -  1802 R
 AH6953  PID         -  AH6953
 AH6953  STATE/COUNTY-  MN/CROW WING
 AH6953  COUNTRY     -  US
 AH6953  USGS QUAD   -  CUYUNA (2019)
 AH6953
 AH6953                         *CURRENT SURVEY CONTROL
 AH6953  ______________________________________________________________________
 AH6953* NAD 83(1986) POSITION- 46 37 26.98   (N) 093 56 48.45   (W)   HD_HELD1
 AH6953* NAVD 88 ORTHO HEIGHT -   382.758 (meters)     1255.77  (feet) ADJUSTED
 AH6953  ______________________________________________________________________
 AH6953  GEOID HEIGHT    -        -27.993 (meters)                     GEOID18
 AH6953  DYNAMIC HEIGHT  -        382.775 (meters)     1255.82  (feet) COMP
 AH6953  MODELED GRAVITY -    980,645.2   (mgal)                       NAVD 88
 AH6953
 AH6953  VERT ORDER      -  SECOND    CLASS I
 AH6953
 AH6953.The horizontal coordinates were determined by differentially corrected
 AH6953.hand held GPS observations or other comparable positioning techniques
 AH6953.and have an estimated accuracy of +/- 3 meters.
 AH6953
 AH6953.The orthometric height was determined by differential leveling and
 AH6953.adjusted by the NATIONAL GEODETIC SURVEY
 AH6953.in August 2006.
 AH6953
 AH6953.Significant digits in the geoid height do not necessarily reflect accuracy.
 AH6953.GEOID18 height accuracy estimate available here.
 AH6953
 AH6953.Click photographs - Photos may exist for this station.
 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     -   280,565.5     823,220.4     MT  (+/- 3 meters HH1 GPS) 
 AH6953
 AH6953_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVM2751663835(NAD 83)
 AH6953
 AH6953                          SUPERSEDED SURVEY CONTROL
 AH6953
 AH6953  NAVD 88 (09/27/00)  382.759  (m)         1255.77   (f) SUPERSEDED  2 1
 AH6953
 AH6953.Superseded values are not recommended for survey control.
 AH6953
 AH6953.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH6953.See file dsdata.pdf to determine how the superseded data were derived.
 AH6953
 AH6953_MARKER: DD = SURVEY DISK
 AH6953_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 AH6953_STAMPING: 1802 R 1994
 AH6953_MARK LOGO: MNDT
 AH6953_PROJECTION: PROJECTING 3 CENTIMETERS
 AH6953_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AH6953_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AH6953_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH6953+SATELLITE: SATELLITE OBSERVATIONS - August 16, 2023
 AH6953_ROD/PIPE-DEPTH: 7.6 meters
 AH6953
 AH6953  HISTORY     - Date     Condition        Report By
 AH6953  HISTORY     - 1994     MONUMENTED       MNDT
 AH6953  HISTORY     - 20210112 GOOD             MNDT
 AH6953  HISTORY     - 20221104 GOOD             MNDT
 AH6953  HISTORY     - 20230816 GOOD             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.
 AH6953
 AH6953                          STATION RECOVERY (2021)
 AH6953
 AH6953'RECOVERY NOTE BY MN DEPT OF TRANSP 2021 (MAS)
 AH6953'9.8 MI (15.8 KM) NORTH-NORTHEAST OF CROSBY, 10.3 MI (16.6 KM) NORTH
 AH6953'ALONG TRUNK HIGHWAY 6 FROM THE JUNCTION OF TRUNK HIGHWAY 6 AND TRUNK
 AH6953'HIGHWAY 210 IN CROSBY, AT TRUNK HIGHWAY 6 MILE POINT 24.05, 100.0 FT
 AH6953'(30.5 M) WEST OF TRUNK HIGHWAY 6, 62.6 FT (19.1 M) NORTH OF A
 AH6953'RIGHT-OF-WAY POST, 1.5 FT (0.5 M) EAST OF A NORTH-SOUTH FENCE LINE,
 AH6953'1.7 FT (0.5 M) NORTH OF A WITNESS POST.
 AH6953
 AH6953                          STATION RECOVERY (2022)
 AH6953
 AH6953'RECOVERY NOTE BY MN DEPT OF TRANSP 2022 (DAS)
 AH6953'RECOVERED AS DESCRIBED.
 AH6953
 AH6953                          STATION RECOVERY (2023)
 AH6953
 AH6953'RECOVERY NOTE BY MN DEPT OF TRANSP 2023 (TJD)
 AH6953'9.8 MI (15.8 KM) NORTH-NORTHEAST OF CROSBY, 10.3 MI (16.6 KM) NORTH
 AH6953'ALONG TRUNK HIGHWAY 6 FROM THE JUNCTION OF TRUNK HIGHWAY 6 AND TRUNK
 AH6953'HIGHWAY 210 IN CROSBY, AT TRUNK HIGHWAY 6 MILE POINT 24.05, 100.0 FT
 AH6953'(30.5 M) WEST OF TRUNK HIGHWAY 6, 62.6 FT (19.1 M) NORTH OF A
 AH6953'RIGHT-OF-WAY POST, 1.5 FT (0.5 M) EAST OF A NORTH-SOUTH FENCE LINE,
 AH6953'1.7 FT (0.5 M) NORTH OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 AH6958 ***********************************************************************
 AH6958  DESIGNATION -  1802 S
 AH6958  PID         -  AH6958
 AH6958  STATE/COUNTY-  MN/CROW WING
 AH6958  COUNTRY     -  US
 AH6958  USGS QUAD   -  EMILY (2019)
 AH6958
 AH6958                         *CURRENT SURVEY CONTROL
 AH6958  ______________________________________________________________________
 AH6958* NAD 83(1986) POSITION- 46 41 26.98   (N) 093 57 17.11   (W)   HD_HELD1
 AH6958* NAVD 88 ORTHO HEIGHT -   377.383 (meters)     1238.13  (feet) ADJUSTED
 AH6958  ______________________________________________________________________
 AH6958  GEOID HEIGHT    -        -28.072 (meters)                     GEOID18
 AH6958  DYNAMIC HEIGHT  -        377.402 (meters)     1238.19  (feet) COMP
 AH6958  MODELED GRAVITY -    980,654.3   (mgal)                       NAVD 88
 AH6958
 AH6958  VERT ORDER      -  SECOND    CLASS I
 AH6958
 AH6958.The horizontal coordinates were determined by differentially corrected
 AH6958.hand held GPS observations or other comparable positioning techniques
 AH6958.and have an estimated accuracy of +/- 3 meters.
 AH6958
 AH6958.The orthometric height was determined by differential leveling and
 AH6958.adjusted by the NATIONAL GEODETIC SURVEY
 AH6958.in August 2006.
 AH6958
 AH6958.Significant digits in the geoid height do not necessarily reflect accuracy.
 AH6958.GEOID18 height accuracy estimate available here.
 AH6958
 AH6958.Click photographs - Photos may exist for this station.
 AH6958
 AH6958.The dynamic height is computed by dividing the NAVD 88
 AH6958.geopotential number by the normal gravity value computed on the
 AH6958.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH6958.degrees latitude (g = 980.6199 gals.).
 AH6958
 AH6958.The modeled gravity was interpolated from observed gravity values.
 AH6958
 AH6958;                    North         East    Units  Estimated Accuracy
 AH6958;SPC MN C     -   287,973.6     822,583.1     MT  (+/- 3 meters HH1 GPS) 
 AH6958
 AH6958_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVM2699671250(NAD 83)
 AH6958
 AH6958                          SUPERSEDED SURVEY CONTROL
 AH6958
 AH6958  NAVD 88 (09/27/00)  377.384  (m)         1238.13   (f) SUPERSEDED  2 1
 AH6958
 AH6958.Superseded values are not recommended for survey control.
 AH6958
 AH6958.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH6958.See file dsdata.pdf to determine how the superseded data were derived.
 AH6958
 AH6958_MARKER: DD = SURVEY DISK
 AH6958_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 AH6958_STAMPING: 1802 S 1994
 AH6958_MARK LOGO: MNDT
 AH6958_PROJECTION: FLUSH
 AH6958_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AH6958_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AH6958_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH6958+SATELLITE: SATELLITE OBSERVATIONS - August 16, 2023
 AH6958_ROD/PIPE-DEPTH: 16.2 meters
 AH6958
 AH6958  HISTORY     - Date     Condition        Report By
 AH6958  HISTORY     - 1994     MONUMENTED       MNDT
 AH6958  HISTORY     - 20041116 GOOD             MNDT
 AH6958  HISTORY     - 20101201 GOOD             INDIV
 AH6958  HISTORY     - 20190806 GOOD             MNDT
 AH6958  HISTORY     - 20221102 GOOD             MNDT
 AH6958  HISTORY     - 20230816 GOOD             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.
 AH6958
 AH6958                          STATION RECOVERY (2004)
 AH6958
 AH6958'RECOVERY NOTE BY MN DEPT OF TRANSP 2004 (KNB)
 AH6958'2.85 MI (4.6 KM) SOUTH ALONG TRUNK HIGHWAY 6 FROM THE JUNCTION OF
 AH6958'TRUNK HIGHWAY 6 AND COUNTY ROAD 1 IN EMILY, AT TRUNK HIGHWAY 6
 AH6958'MILEPOST 28.9,
 AH6958'
 AH6958'101.5 FT (30.9 M) WEST OF TRUNK HIGHWAY 6, 141.3 FT (43.1 M) NORTHEAST
 AH6958'OF FLETCHER ROAD, 116.3 FT (35.4 M) EAST-NORTHEAST OF EAST LEG OF
 AH6958'BRIDGE WEIGHT LIMIT SIGN, 1.7 FT (0.5 M) SOUTH-SOUTHWEST OF
 AH6958'RIGHT-OF-WAY AND WITNESS POST
 AH6958
 AH6958                          STATION RECOVERY (2010)
 AH6958
 AH6958'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2010
 AH6958'RECOVERED IN GOOD CONDITION.
 AH6958
 AH6958                          STATION RECOVERY (2019)
 AH6958
 AH6958'RECOVERY NOTE BY MN DEPT OF TRANSP 2019 (DAS)
 AH6958'RECOVERED IN GOOD CONDITION.
 AH6958
 AH6958                          STATION RECOVERY (2022)
 AH6958
 AH6958'RECOVERY NOTE BY MN DEPT OF TRANSP 2022 (DAS)
 AH6958'RECOVERED AS DESCRIBED.
 AH6958
 AH6958                          STATION RECOVERY (2023)
 AH6958
 AH6958'RECOVERY NOTE BY MN DEPT OF TRANSP 2023 (TJD)
 AH6958'2.8 MI (4.5 KM) SOUTH OF EMILY, 2.85 MI (4.59 KM) SOUTH ALONG TRUNK
 AH6958'HIGHWAY 6 FROM THE JUNCTION OF TRUNK HIGHWAY 6 AND COUNTY ROAD 1 IN
 AH6958'EMILY, AT TRUNK HIGHWAY 6 MILE POINT 28.9, 101.5 FT (30.9 M) WEST OF
 AH6958'TRUNK HIGHWAY 6, 1.7 FT (0.5 M) SOUTH-SOUTHWEST OF A RIGHT-OF-WAY AND
 AH6958'A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 AH6961 ***********************************************************************
 AH6961  DESIGNATION -  1802 T
 AH6961  PID         -  AH6961
 AH6961  STATE/COUNTY-  MN/CROW WING
 AH6961  COUNTRY     -  US
 AH6961  USGS QUAD   -  EMILY (2019)
 AH6961
 AH6961                         *CURRENT SURVEY CONTROL
 AH6961  ______________________________________________________________________
 AH6961* NAD 83(1986) POSITION- 46 43 30.76   (N) 093 57 31.75   (W)   HD_HELD1
 AH6961* NAVD 88 ORTHO HEIGHT -   384.191 (meters)     1260.47  (feet) ADJUSTED
 AH6961  ______________________________________________________________________
 AH6961  GEOID HEIGHT    -        -28.114 (meters)                     GEOID18
 AH6961  DYNAMIC HEIGHT  -        384.212 (meters)     1260.54  (feet) COMP
 AH6961  MODELED GRAVITY -    980,658.0   (mgal)                       NAVD 88
 AH6961
 AH6961  VERT ORDER      -  SECOND    CLASS I
 AH6961
 AH6961.The horizontal coordinates were determined by differentially corrected
 AH6961.hand held GPS observations or other comparable positioning techniques
 AH6961.and have an estimated accuracy of +/- 3 meters.
 AH6961
 AH6961.The orthometric height was determined by differential leveling and
 AH6961.adjusted by the NATIONAL GEODETIC SURVEY
 AH6961.in August 2006.
 AH6961
 AH6961.Significant digits in the geoid height do not necessarily reflect accuracy.
 AH6961.GEOID18 height accuracy estimate available here.
 AH6961
 AH6961.Click photographs - Photos may exist for this station.
 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     -   291,794.5     822,258.0     MT  (+/- 3 meters HH1 GPS) 
 AH6961
 AH6961_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVM2673275074(NAD 83)
 AH6961
 AH6961                          SUPERSEDED SURVEY CONTROL
 AH6961
 AH6961  NAVD 88 (09/27/00)  384.192  (m)         1260.47   (f) SUPERSEDED  2 1
 AH6961
 AH6961.Superseded values are not recommended for survey control.
 AH6961
 AH6961.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH6961.See file dsdata.pdf to determine how the superseded data were derived.
 AH6961
 AH6961_MARKER: DD = SURVEY DISK
 AH6961_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 AH6961_STAMPING: 1802 T 1994
 AH6961_MARK LOGO: MNDT
 AH6961_PROJECTION: RECESSED 5 CENTIMETERS
 AH6961_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AH6961_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AH6961_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AH6961+SATELLITE: SATELLITE OBSERVATIONS - August 16, 2023
 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  HISTORY     - 20190806 GOOD             MNDT
 AH6961  HISTORY     - 20221101 GOOD             MNDT
 AH6961  HISTORY     - 20230816 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.
 AH6961
 AH6961                          STATION RECOVERY (2019)
 AH6961
 AH6961'RECOVERY NOTE BY MN DEPT OF TRANSP 2019 (DAS)
 AH6961'RECOVERED IN GOOD CONDITION.
 AH6961
 AH6961                          STATION RECOVERY (2022)
 AH6961
 AH6961'RECOVERY NOTE BY MN DEPT OF TRANSP 2022 (DAS)
 AH6961'RECOVERED AS DESCRIBED.
 AH6961
 AH6961                          STATION RECOVERY (2023)
 AH6961
 AH6961'RECOVERY NOTE BY MN DEPT OF TRANSP 2023 (TJD)
 AH6961'0.4 MI (0.6 KM) SOUTH-SOUTHWEST OF EMILY, 0.4 MI (0.6 KM) SOUTH ALONG
 AH6961'TRUNK HIGHWAY 6 FROM THE JUNCTION OF TRUNK HIGHWAY 6 AND COUNTY ROAD 1
 AH6961'IN EMILY, AT TRUNK HIGHWAY 6 MILE POINT 31.75, 81.9 FT (25.0 M) WEST
 AH6961'OF TRUNK HIGHWAY 6, 45.5 FT (13.9 M) NORTH OF DAHLER AVENUE THAT DEAD
 AH6961'ENDS, 9.5 FT (2.9 M) WEST OF A TELEPHONE CABLE PEDESTAL NUMBER 30, 2.1
 AH6961'FT (0.6 M) WEST OF A LIGHT POLE, 1.5 FT (0.5 M) EAST OF A WITNESS
 AH6961'POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 AH6963 ***********************************************************************
 AH6963  DESIGNATION -  1802 U
 AH6963  PID         -  AH6963
 AH6963  STATE/COUNTY-  MN/CROW WING
 AH6963  COUNTRY     -  US
 AH6963  USGS QUAD   -  EMILY (2019)
 AH6963
 AH6963                         *CURRENT SURVEY CONTROL
 AH6963  ______________________________________________________________________
 AH6963* NAD 83(1986) POSITION- 46 44 42.6    (N) 093 58 02.1    (W)   HD_HELD2
 AH6963* NAVD 88 ORTHO HEIGHT -   389.201 (meters)     1276.90  (feet) ADJUSTED
 AH6963  ______________________________________________________________________
 AH6963  GEOID HEIGHT    -        -28.142 (meters)                     GEOID18
 AH6963  DYNAMIC HEIGHT  -        389.223 (meters)     1276.98  (feet) COMP
 AH6963  MODELED GRAVITY -    980,659.6   (mgal)                       NAVD 88
 AH6963
 AH6963  VERT ORDER      -  SECOND    CLASS I
 AH6963
 AH6963.The horizontal coordinates were established by autonomous hand held GPS
 AH6963.observations and have an estimated accuracy of +/- 10 meters.
 AH6963
 AH6963.The orthometric height was determined by differential leveling and
 AH6963.adjusted by the NATIONAL GEODETIC SURVEY
 AH6963.in August 2006.
 AH6963
 AH6963.Significant digits in the geoid height do not necessarily reflect accuracy.
 AH6963.GEOID18 height accuracy estimate available here.
 AH6963
 AH6963.Click photographs - Photos may exist for this station.
 AH6963
 AH6963.The dynamic height is computed by dividing the NAVD 88
 AH6963.geopotential number by the normal gravity value computed on the
 AH6963.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH6963.degrees latitude (g = 980.6199 gals.).
 AH6963
 AH6963.The modeled gravity was interpolated from observed gravity values.
 AH6963
 AH6963;                    North         East    Units  Estimated Accuracy
 AH6963;SPC MN C     -   294,010.      821,606.      MT  (+/- 10 meters HH2 GPS)
 AH6963
 AH6963_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVM2611577300(NAD 83)
 AH6963
 AH6963                          SUPERSEDED SURVEY CONTROL
 AH6963
 AH6963  NAVD 88 (09/27/00)  389.200  (m)         1276.90   (f) SUPERSEDED  2 1
 AH6963
 AH6963.Superseded values are not recommended for survey control.
 AH6963
 AH6963.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH6963.See file dsdata.pdf to determine how the superseded data were derived.
 AH6963
 AH6963_MARKER: DD = SURVEY DISK
 AH6963_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 AH6963_STAMPING: 1802 U 1994
 AH6963_MARK LOGO: MNDT
 AH6963_PROJECTION: FLUSH
 AH6963_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  HISTORY     - 20190806 MARK NOT FOUND   MNDT
 AH6963  HISTORY     - 20230816 MARK NOT FOUND   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.
 AH6963
 AH6963                          STATION RECOVERY (2019)
 AH6963
 AH6963'RECOVERY NOTE BY MN DEPT OF TRANSP 2019 (DAS)
 AH6963'AFTER A THOROUGH FIELD SEARCH, NO EVIDENCE OF ANY SURVEY MARK AT THE
 AH6963'LOCATION.
 AH6963
 AH6963                          STATION RECOVERY (2023)
 AH6963
 AH6963'RECOVERY NOTE BY MN DEPT OF TRANSP 2023 (TJD)
 AH6963'AFTER A THOROUGH FIELD SEARCH MARK WAS NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 AH6966 ***********************************************************************
 AH6966  DESIGNATION -  1802 W
 AH6966  PID         -  AH6966
 AH6966  STATE/COUNTY-  MN/CROW WING
 AH6966  COUNTRY     -  US
 AH6966  USGS QUAD   -  ROOSEVELT LAKE (2019)
 AH6966
 AH6966                         *CURRENT SURVEY CONTROL
 AH6966  ______________________________________________________________________
 AH6966* NAD 83(1986) POSITION- 46 48 08.     (N) 093 57 28.     (W)   SCALED
 AH6966* NAVD 88 ORTHO HEIGHT -   391.371 (meters)     1284.02  (feet) ADJUSTED
 AH6966  ______________________________________________________________________
 AH6966  GEOID HEIGHT    -        -28.252 (meters)                     GEOID18
 AH6966  DYNAMIC HEIGHT  -        391.394 (meters)     1284.10  (feet) COMP
 AH6966  MODELED GRAVITY -    980,661.2   (mgal)                       NAVD 88
 AH6966
 AH6966  VERT ORDER      -  SECOND    CLASS I
 AH6966
 AH6966.The horizontal coordinates were scaled from a map and have
 AH6966.an estimated accuracy of +/- 6 seconds.
 AH6966
 AH6966.The orthometric height was determined by differential leveling and
 AH6966.adjusted by the NATIONAL GEODETIC SURVEY
 AH6966.in August 2006.
 AH6966
 AH6966.Significant digits in the geoid height do not necessarily reflect accuracy.
 AH6966.GEOID18 height accuracy estimate available here.
 AH6966
 AH6966.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVM269836(NAD 83)
 AH6966
 AH6966                          SUPERSEDED SURVEY CONTROL
 AH6966
 AH6966  NAVD 88 (09/27/00)  391.370  (m)         1284.02   (f) SUPERSEDED  2 1
 AH6966
 AH6966.Superseded values are not recommended for survey control.
 AH6966
 AH6966.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH6966.See file dsdata.pdf to determine how the superseded data were derived.
 AH6966
 AH6966_MARKER: DD = SURVEY DISK
 AH6966_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 AH6966_STAMPING: 1802 W 1994
 AH6966_MARK LOGO: MNDT
 AH6966_PROJECTION: RECESSED 5 CENTIMETERS
 AH6966_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AH6966_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AH6966_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AH6966+SATELLITE: SATELLITE OBSERVATIONS - June 01, 2023
 AH6966_ROD/PIPE-DEPTH: 18.3 meters
 AH6966
 AH6966  HISTORY     - Date     Condition        Report By
 AH6966  HISTORY     - 1994     MONUMENTED       MNDT
 AH6966  HISTORY     - 20221027 GOOD             MNDT
 AH6966  HISTORY     - 20230601 GOOD             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.
 AH6966
 AH6966                          STATION RECOVERY (2022)
 AH6966
 AH6966'RECOVERY NOTE BY MN DEPT OF TRANSP 2022 (DAS)
 AH6966'RECOVERED IN GOOD CONDITION.
 AH6966'
 AH6966'NOTE-69.2 FT (21.1 M) NORTHWEST OF A POWER POLE NUMBER 126382 AND 14.6
 AH6966'FT (4.5 M) NORTH OF THE EXTENDED ENTRANCE TO A PARKING AREA.
 AH6966
 AH6966                          STATION RECOVERY (2023)
 AH6966
 AH6966'RECOVERY NOTE BY MN DEPT OF TRANSP 2023 (TJD)
 AH6966'1.4 MI (2.3 KM) SOUTH-SOUTHWEST OF OUTING, 1.35 MI (2.17 KM) SOUTH
 AH6966'ALONG TRUNK HIGHWAY 6 FROM THE JUNCTION OF TRUNK HIGHWAY 6 AND COUNTY
 AH6966'ROAD 58 IN OUTING, AT TRUNK HIGHWAY 6 MILE POINT 36.95, 81.0 FT (24.7
 AH6966'M) NORTHWEST OF TRUNK HIGHWAY 6, 69.2 FT (21.1 M) NORTHWEST OF A POWER
 AH6966'POLE NUMBER 126382, 14.6 FT (4.5 M) NORTH OF THE EXTENDED ENTRANCE TO
 AH6966'A PARKING AREA, 13.0 FT (4.0 M) WEST-NORTHWEST OF THE WEST EDGE OF A
 AH6966'BITUMINOUS PARKING AREA, 1.3 FT (0.4 M) SOUTH-SOUTHWEST OF A WITNESS
 AH6966'POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 RN1736 ***********************************************************************
 RN1736  DESIGNATION -  1803 A
 RN1736  PID         -  RN1736
 RN1736  STATE/COUNTY-  MN/CROW WING
 RN1736  COUNTRY     -  US
 RN1736  USGS QUAD   -  GARRISON (2019)
 RN1736
 RN1736                         *CURRENT SURVEY CONTROL
 RN1736  ______________________________________________________________________
 RN1736* NAD 83(1986) POSITION- 46 17 53.79   (N) 093 49 35.35   (W)   HD_HELD1
 RN1736* NAVD 88 ORTHO HEIGHT -   383.511 (meters)     1258.24  (feet) ADJUSTED
 RN1736  ______________________________________________________________________
 RN1736  GEOID HEIGHT    -        -27.429 (meters)                     GEOID18
 RN1736  DYNAMIC HEIGHT  -        383.522 (meters)     1258.27  (feet) COMP
 RN1736  MODELED GRAVITY -    980,631.8   (mgal)                       NAVD 88
 RN1736
 RN1736  VERT ORDER      -  SECOND    CLASS I
 RN1736
 RN1736.The horizontal coordinates were determined by differentially corrected
 RN1736.hand held GPS observations or other comparable positioning techniques
 RN1736.and have an estimated accuracy of +/- 3 meters.
 RN1736
 RN1736.The orthometric height was determined by differential leveling and
 RN1736.adjusted by the NATIONAL GEODETIC SURVEY
 RN1736.in June 2011.
 RN1736
 RN1736.No vertical observational check was made to the station.
 RN1736
 RN1736.Significant digits in the geoid height do not necessarily reflect accuracy.
 RN1736.GEOID18 height accuracy estimate available here.
 RN1736
 RN1736.Click photographs - Photos may exist for this station.
 RN1736
 RN1736.The dynamic height is computed by dividing the NAVD 88
 RN1736.geopotential number by the normal gravity value computed on the
 RN1736.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RN1736.degrees latitude (g = 980.6199 gals.).
 RN1736
 RN1736.The modeled gravity was interpolated from observed gravity values.
 RN1736
 RN1736;                    North         East    Units  Estimated Accuracy
 RN1736;SPC MN C     -   244,385.4     832,627.4     MT  (+/- 3 meters HH1 GPS) 
 RN1736
 RN1736_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVM3634827520(NAD 83)
 RN1736
 RN1736                          SUPERSEDED SURVEY CONTROL
 RN1736
 RN1736  NAVD 88 (06/15/91)  383.507  (m)         1258.22   (f) SUPERSEDED  2 1
 RN1736
 RN1736.Superseded values are not recommended for survey control.
 RN1736
 RN1736.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RN1736.See file dsdata.pdf to determine how the superseded data were derived.
 RN1736
 RN1736_MARKER: DV = VERTICAL CONTROL DISK
 RN1736_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 RN1736_STAMPING: 1803 A 1979
 RN1736_MARK LOGO: MNHD
 RN1736_PROJECTION: FLUSH
 RN1736_MAGNETIC: I = MARKER IS A STEEL ROD
 RN1736_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RN1736_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 RN1736+SATELLITE: SATELLITE OBSERVATIONS - October 24, 2022
 RN1736
 RN1736  HISTORY     - Date     Condition        Report By
 RN1736  HISTORY     - 1979     MONUMENTED       MNDT
 RN1736  HISTORY     - 19990616 GOOD             MNDT
 RN1736  HISTORY     - 20000601 GOOD             MNDT
 RN1736  HISTORY     - 20050407 GOOD             MNDT
 RN1736  HISTORY     - 20160927 GOOD             MNDT
 RN1736  HISTORY     - 20190729 GOOD             MNDT
 RN1736  HISTORY     - 20221024 GOOD             MNDT
 RN1736
 RN1736                          STATION DESCRIPTION
 RN1736
 RN1736'DESCRIBED BY MN DEPT OF TRANSP 1979
 RN1736'IN GARRISON.
 RN1736'0.2 MI NORTHWEST ALONG TRUNK HIGHWAY 18 FROM ITS SOUTH JUNCTION WITH
 RN1736'TRUNK HIGHWAY 169 AT GARRISON, IN THE NW 1/4 OF SECTION 13, T44N,
 RN1736'R28W.  AT THE NORTHWEST CORNER OF THE MNDT MAINTENANCE YARD, 99.5 FT
 RN1736'NORTH-NORTHWEST OF THE WEST LEG OF THE CITY LIMITS SIGN SAYING
 RN1736'GARRISON POP 125, 58.E FT WEST-SOUTHWEST OF AND ABOUT 2 FT LOWER THAN
 RN1736'THE CENTERLINE OF TRUNK HIGHWAY 18, 32 FT NORTHWEST OF THE CENTER OF
 RN1736'AN ENTRANCE, 17 FT SOUTH-SOUTHWEST OF A 30-INCH OAK TREE AND 0.6 FT
 RN1736'EAST OF A STEEL WITNESS POST.  THE MARK, A STANDARD MNDT VERTICAL
 RN1736'CONTROL MARK DISK, IS CRIMPED TO THE TOP OF A 5/8-INCH DIAMETER BY
 RN1736'32-FT LONG COPPER-CLAD STEEL ROD DRIVEN TO REFUSAL THAT IS FLUSH WITH
 RN1736'THE GROUND.
 RN1736
 RN1736                          STATION RECOVERY (1999)
 RN1736
 RN1736'RECOVERY NOTE BY MN DEPT OF TRANSP 1999 (WAS)
 RN1736'RECOVERED AS DESCRIBED.
 RN1736
 RN1736                          STATION RECOVERY (2000)
 RN1736
 RN1736'RECOVERY NOTE BY MN DEPT OF TRANSP 2000 (WAS)
 RN1736'THE MARK WAS RECOVERED AS DESCRIBED.
 RN1736
 RN1736                          STATION RECOVERY (2005)
 RN1736
 RN1736'RECOVERY NOTE BY MN DEPT OF TRANSP 2005 (KMS)
 RN1736'THE MARK IS LOCATED ABOUT 9.4 MI (15.1 KM) WEST-SOUTHWEST OF
 RN1736'WEALTHWOOD, 8.0 MI (12.9 KM) SOUTH-SOUTHEAST OF BAY LAKE AND IN THE
 RN1736'TOWN OF GARRISON MINNESOTA.
 RN1736'
 RN1736'TO REACH THE MARK FROM THE INTERSECTION OF TRUNK HIGHWAY 169 EAST AND
 RN1736'TRUNK HIGHWAY 18 WEST IN GARRISON, GO ONE BLOCK NORTHEAST TURNING
 RN1736'NORTH PAST THE Y BAR LOUNGE ON THE RIGHT, THENCE 0.17 MI (0.3 KM) TO
 RN1736'THE MARK ON THE LEFT.
 RN1736'
 RN1736'THE MARK IS FOUND AT TRUNK HIGHWAY 6/TRUNK HIGHWAY 18 MILE POINT
 RN1736'20.20, 58.3 FT (17.8 M) SOUTH-SOUTHWEST OF TRUNK HIGHWAY 18, AT
 RN1736'NORTHEAST CORNER OF HIGHWAY MAINTENANCE YARD, 99.5 FT (30.3 M) WEST OF
 RN1736'SOUTH LEG OF CITY LIMITS SIGN, 0.6 FT (18 CM) NORTH-NORTHEAST OF A
 RN1736'WITNESS POST
 RN1736
 RN1736                          STATION RECOVERY (2016)
 RN1736
 RN1736'RECOVERY NOTE BY MN DEPT OF TRANSP 2016 (KMS)
 RN1736'RECOVERED AS DESCRIBED.
 RN1736
 RN1736                          STATION RECOVERY (2019)
 RN1736
 RN1736'RECOVERY NOTE BY MN DEPT OF TRANSP 2019 (DAS)
 RN1736'RECOVERED IN GOOD CONDITION.
 RN1736
 RN1736                          STATION RECOVERY (2022)
 RN1736
 RN1736'RECOVERY NOTE BY MN DEPT OF TRANSP 2022 (MAS)
 RN1736'IN GARRISON, 0.2 MI (0.3 KM) NORTHWEST ALONG TRUNK HIGHWAY 18 FROM THE
 RN1736'JUNCTION OF TRUNK HIGHWAY 18 AND TRUNK HIGHWAY 169 IN GARRISON, AT
 RN1736'TRUNK HIGHWAY 18 MILE POINT 20.20, 58.3 FT (17.8 M) WEST-SOUTHWEST OF
 RN1736'TRUNK HIGHWAY 18, AT THE NORTHEAST CORNER OF A HIGHWAY MAINTENANCE
 RN1736'YARD, 0.6 FT (18 CM) EAST-NORTHEAST OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DQ8450 ***********************************************************************
 DQ8450  DESIGNATION -  1803 A 1 RESET
 DQ8450  PID         -  DQ8450
 DQ8450  STATE/COUNTY-  MN/CROW WING
 DQ8450  COUNTRY     -  US
 DQ8450  USGS QUAD   -  GARRISON (2019)
 DQ8450
 DQ8450                         *CURRENT SURVEY CONTROL
 DQ8450  ______________________________________________________________________
 DQ8450* NAD 83(1986) POSITION- 46 17 52.38   (N) 093 49 37.49   (W)   HD_HELD1
 DQ8450* NAVD 88 ORTHO HEIGHT -   383.726 (meters)     1258.94  (feet) ADJUSTED
 DQ8450  ______________________________________________________________________
 DQ8450  GEOID HEIGHT    -        -27.427 (meters)                     GEOID18
 DQ8450  DYNAMIC HEIGHT  -        383.737 (meters)     1258.98  (feet) COMP
 DQ8450  MODELED GRAVITY -    980,631.8   (mgal)                       NAVD 88
 DQ8450
 DQ8450  VERT ORDER      -  SECOND    CLASS I
 DQ8450
 DQ8450.The horizontal coordinates were determined by differentially corrected
 DQ8450.hand held GPS observations or other comparable positioning techniques
 DQ8450.and have an estimated accuracy of +/- 3 meters.
 DQ8450
 DQ8450.The orthometric height was determined by differential leveling and
 DQ8450.adjusted by the NATIONAL GEODETIC SURVEY
 DQ8450.in April 2021.
 DQ8450
 DQ8450.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ8450.GEOID18 height accuracy estimate available here.
 DQ8450
 DQ8450.Click photographs - Photos may exist for this station.
 DQ8450
 DQ8450.The dynamic height is computed by dividing the NAVD 88
 DQ8450.geopotential number by the normal gravity value computed on the
 DQ8450.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ8450.degrees latitude (g = 980.6199 gals.).
 DQ8450
 DQ8450.The modeled gravity was interpolated from observed gravity values.
 DQ8450
 DQ8450;                    North         East    Units  Estimated Accuracy
 DQ8450;SPC MN C     -   244,341.6     832,581.8     MT  (+/- 3 meters HH1 GPS) 
 DQ8450
 DQ8450_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVM3630127477(NAD 83)
 DQ8450
 DQ8450                          SUPERSEDED SURVEY CONTROL
 DQ8450
 DQ8450.No superseded survey control is available for this station.
 DQ8450
 DQ8450_MARKER: I = METAL ROD
 DQ8450_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DQ8450_STAMPING: 1803 A 1 RESET 2016
 DQ8450_MARK LOGO: MNDT
 DQ8450_PROJECTION: RECESSED 8 CENTIMETERS
 DQ8450_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DQ8450_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ8450_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ8450+SATELLITE: SATELLITE OBSERVATIONS - October 18, 2022
 DQ8450_ROD/PIPE-DEPTH: 8.5 meters
 DQ8450
 DQ8450  HISTORY     - Date     Condition        Report By
 DQ8450  HISTORY     - 20160929 MONUMENTED       MNDT
 DQ8450  HISTORY     - 20221012 GOOD             MNDT
 DQ8450  HISTORY     - 20221018 GOOD             MNDT
 DQ8450
 DQ8450                          STATION DESCRIPTION
 DQ8450
 DQ8450'DESCRIBED BY MN DEPT OF TRANSP 2016
 DQ8450'THE MARK IS LOCATED ABOUT IN GARRISON.
 DQ8450'
 DQ8450'TO REACH THE MARK GO 0.20 MI (0.32 KM) NORTHWEST ALONG TRUNK HIGHWAY
 DQ8450'18 FROM THE JUNCTION OF TRUNK HIGHWAY 6 AND TRUNK HIGHWAY 169 IN
 DQ8450'GARRISON TO TRUNK HIGHWAY 18 MILE POINT 20.25, THEN 0.1 MI (0.2 KM)
 DQ8450'WEST AND NORTH ON THE ROAD TO THE MAINTENANCE SHOP.
 DQ8450'
 DQ8450'THE MARK IS LOCATED 52.2 FT (15.9 M) NORTH-NORTHWEST OF THE NORTHEAST
 DQ8450'CORNER OF THE MAINTENANCE BUILDING, 33.5 FT (10.2 M) NORTHWEST OF THE
 DQ8450'NORTHWEST CORNER OF THE MAINTENANCE BUILDING, 2.7 FT (0.8 M) SOUTH OF
 DQ8450'A WITNESS POST.
 DQ8450'
 DQ8450'NOTE-THE STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM ROD
 DQ8450'DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION REMOVABLE DISK
 DQ8450'SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH PVC
 DQ8450'PIPE BACK FILLED WITH WASHED SAND.
 DQ8450
 DQ8450                          STATION RECOVERY (2022)
 DQ8450
 DQ8450'RECOVERY NOTE BY MN DEPT OF TRANSP 2022 (DAS)
 DQ8450'RECOVERED AS DESCRIBED.
 DQ8450
 DQ8450                          STATION RECOVERY (2022)
 DQ8450
 DQ8450'RECOVERY NOTE BY MN DEPT OF TRANSP 2022 (MAS)
 DQ8450'IN GARRISON, 0.2 MI (0.3 KM) NORTHWEST ALONG TRUNK HIGHWAY 18 FROM THE
 DQ8450'JUNCTION OF TRUNK HIGHWAY 6 AND TRUNK HIGHWAY 169 IN GARRISON TO TRUNK
 DQ8450'HIGHWAY 18 MILE POINT 20.25, THEN 0.1 MI (0.2 KM) WEST AND NORTH ON
 DQ8450'THE ROAD TO THE MAINTENANCE SHOP, 52.2 FT (15.9 M) NORTH-NORTHWEST OF
 DQ8450'THE NORTHEAST CORNER OF THE MAINTENANCE BUILDING, 33.5 FT (10.2 M)
 DQ8450'NORTHWEST OF THE NORTHWEST CORNER OF THE MAINTENANCE BUILDING.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 AI5728 ***********************************************************************
 AI5728  DESIGNATION -  1803 B
 AI5728  PID         -  AI5728
 AI5728  STATE/COUNTY-  MN/CROW WING
 AI5728  COUNTRY     -  US
 AI5728  USGS QUAD   -  GARRISON (2019)
 AI5728
 AI5728                         *CURRENT SURVEY CONTROL
 AI5728  ______________________________________________________________________
 AI5728* NAD 83(1986) POSITION- 46 18 52.52   (N) 093 50 10.86   (W)   HD_HELD1
 AI5728* NAVD 88 ORTHO HEIGHT -   384.524 (meters)     1261.56  (feet) ADJUSTED
 AI5728  ______________________________________________________________________
 AI5728  GEOID HEIGHT    -        -27.458 (meters)                     GEOID18
 AI5728  DYNAMIC HEIGHT  -        384.534 (meters)     1261.59  (feet) COMP
 AI5728  MODELED GRAVITY -    980,629.7   (mgal)                       NAVD 88
 AI5728
 AI5728  VERT ORDER      -  SECOND    CLASS I
 AI5728
 AI5728.The horizontal coordinates were determined by differentially corrected
 AI5728.hand held GPS observations or other comparable positioning techniques
 AI5728.and have an estimated accuracy of +/- 3 meters.
 AI5728
 AI5728.The orthometric height was determined by differential leveling and
 AI5728.adjusted by the NATIONAL GEODETIC SURVEY
 AI5728.in August 2006.
 AI5728
 AI5728.Significant digits in the geoid height do not necessarily reflect accuracy.
 AI5728.GEOID18 height accuracy estimate available here.
 AI5728
 AI5728.Click photographs - Photos may exist for this station.
 AI5728
 AI5728.The dynamic height is computed by dividing the NAVD 88
 AI5728.geopotential number by the normal gravity value computed on the
 AI5728.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI5728.degrees latitude (g = 980.6199 gals.).
 AI5728
 AI5728.The modeled gravity was interpolated from observed gravity values.
 AI5728
 AI5728;                    North         East    Units  Estimated Accuracy
 AI5728;SPC MN C     -   246,194.6     831,858.0     MT  (+/- 3 meters HH1 GPS) 
 AI5728
 AI5728_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVM3560729341(NAD 83)
 AI5728
 AI5728                          SUPERSEDED SURVEY CONTROL
 AI5728
 AI5728  NAVD 88 (09/27/00)  384.524  (m)         1261.56   (f) SUPERSEDED  2 1
 AI5728
 AI5728.Superseded values are not recommended for survey control.
 AI5728
 AI5728.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI5728.See file dsdata.pdf to determine how the superseded data were derived.
 AI5728
 AI5728_MARKER: DD = SURVEY DISK
 AI5728_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 AI5728_SP_SET: BOX CULVERT
 AI5728_STAMPING: 1803 B 1994
 AI5728_MARK LOGO: MNDT
 AI5728_MAGNETIC: N = NO MAGNETIC MATERIAL
 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 - July 29, 2019
 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  HISTORY     - 20160929 GOOD             MNDT
 AI5728  HISTORY     - 20190729 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
 AI5728
 AI5728                          STATION RECOVERY (2016)
 AI5728
 AI5728'RECOVERY NOTE BY MN DEPT OF TRANSP 2016 (KMS)
 AI5728'RECOVERED AS DESCRIBED.
 AI5728
 AI5728                          STATION RECOVERY (2019)
 AI5728
 AI5728'RECOVERY NOTE BY MN DEPT OF TRANSP 2019 (DAS)
 AI5728'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 AI5729 ***********************************************************************
 AI5729  DESIGNATION -  1803 C
 AI5729  PID         -  AI5729
 AI5729  STATE/COUNTY-  MN/CROW WING
 AI5729  COUNTRY     -  US
 AI5729  USGS QUAD   -  GARRISON (2019)
 AI5729
 AI5729                         *CURRENT SURVEY CONTROL
 AI5729  ______________________________________________________________________
 AI5729* NAD 83(1986) POSITION- 46 19 36.92   (N) 093 50 33.64   (W)   HD_HELD1
 AI5729* NAVD 88 ORTHO HEIGHT -   387.817 (meters)     1272.36  (feet) ADJUSTED
 AI5729  ______________________________________________________________________
 AI5729  GEOID HEIGHT    -        -27.478 (meters)                     GEOID18
 AI5729  DYNAMIC HEIGHT  -        387.827 (meters)     1272.40  (feet) COMP
 AI5729  MODELED GRAVITY -    980,628.5   (mgal)                       NAVD 88
 AI5729
 AI5729  VERT ORDER      -  SECOND    CLASS I
 AI5729
 AI5729.The horizontal coordinates were determined by differentially corrected
 AI5729.hand held GPS observations or other comparable positioning techniques
 AI5729.and have an estimated accuracy of +/- 3 meters.
 AI5729
 AI5729.The orthometric height was determined by differential leveling and
 AI5729.adjusted by the NATIONAL GEODETIC SURVEY
 AI5729.in August 2006.
 AI5729
 AI5729.Significant digits in the geoid height do not necessarily reflect accuracy.
 AI5729.GEOID18 height accuracy estimate available here.
 AI5729
 AI5729.Click photographs - Photos may exist for this station.
 AI5729
 AI5729.The dynamic height is computed by dividing the NAVD 88
 AI5729.geopotential number by the normal gravity value computed on the
 AI5729.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI5729.degrees latitude (g = 980.6199 gals.).
 AI5729
 AI5729.The modeled gravity was interpolated from observed gravity values.
 AI5729
 AI5729;                    North         East    Units  Estimated Accuracy
 AI5729;SPC MN C     -   247,562.9     831,363.6     MT  (+/- 3 meters HH1 GPS) 
 AI5729
 AI5729_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVM3513430716(NAD 83)
 AI5729
 AI5729                          SUPERSEDED SURVEY CONTROL
 AI5729
 AI5729  NAVD 88 (09/27/00)  387.817  (m)         1272.36   (f) SUPERSEDED  2 1
 AI5729
 AI5729.Superseded values are not recommended for survey control.
 AI5729
 AI5729.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI5729.See file dsdata.pdf to determine how the superseded data were derived.
 AI5729
 AI5729_MARKER: DD = SURVEY DISK
 AI5729_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 AI5729_STAMPING: 1803 C 1994
 AI5729_MARK LOGO: MNDT
 AI5729_PROJECTION: RECESSED 8 CENTIMETERS
 AI5729_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AI5729_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AI5729_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AI5729+SATELLITE: SATELLITE OBSERVATIONS - October 20, 2022
 AI5729_ROD/PIPE-DEPTH: 32.0 meters
 AI5729
 AI5729  HISTORY     - Date     Condition        Report By
 AI5729  HISTORY     - 19940601 MONUMENTED       MNDT
 AI5729  HISTORY     - 20050616 GOOD             MNDT
 AI5729  HISTORY     - 20160929 GOOD             MNDT
 AI5729  HISTORY     - 20190729 GOOD             MNDT
 AI5729  HISTORY     - 20221020 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
 AI5729
 AI5729                          STATION RECOVERY (2016)
 AI5729
 AI5729'RECOVERY NOTE BY MN DEPT OF TRANSP 2016 (KMS)
 AI5729'RECOVERED AS DESCRIBED.
 AI5729
 AI5729                          STATION RECOVERY (2019)
 AI5729
 AI5729'RECOVERY NOTE BY MN DEPT OF TRANSP 2019 (DAS)
 AI5729'RECOVERED IN GOOD CONDITION.
 AI5729
 AI5729                          STATION RECOVERY (2022)
 AI5729
 AI5729'RECOVERY NOTE BY MN DEPT OF TRANSP 2022 (MAS)
 AI5729'2.4 MI (3.9 KM) NORTHWEST OF GARRISON, AT A WAYSIDE REST, 2.37 MI
 AI5729'(3.81 KM) NORTHWEST ALONG TRUNK HIGHWAY 18 FROM THE JUNCTION OF TRUNK
 AI5729'HIGHWAY 18 AND TRUNK HIGHWAY 169 IN GARRISON, AT TRUNK HIGHWAY 18 MILE
 AI5729'POINT 18.1, 56.2 FT (17.1 M) WEST-SOUTHWEST OF TRUNK HIGHWAY 18, 1.1
 AI5729'FT (0.3 M) SOUTH-SOUTHEAST OF THE SOUTH END OF A ROCK WALL, 17.6 FT
 AI5729'(5.4 M) NORTH OF A 14.0 INCH (36 CM) DIAMETER NORWAY PINE, 61.2 FT
 AI5729'(18.7 M) NORTHWEST OF A POWER POLE.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 AI5730 ***********************************************************************
 AI5730  DESIGNATION -  1803 D
 AI5730  PID         -  AI5730
 AI5730  STATE/COUNTY-  MN/CROW WING
 AI5730  COUNTRY     -  US
 AI5730  USGS QUAD   -  GARRISON (2019)
 AI5730
 AI5730                         *CURRENT SURVEY CONTROL
 AI5730  ______________________________________________________________________
 AI5730* NAD 83(1986) POSITION- 46 20 07.69   (N) 093 50 59.91   (W)   HD_HELD1
 AI5730* NAVD 88 ORTHO HEIGHT -   394.248 (meters)     1293.46  (feet) ADJUSTED
 AI5730  ______________________________________________________________________
 AI5730  GEOID HEIGHT    -        -27.487 (meters)                     GEOID18
 AI5730  DYNAMIC HEIGHT  -        394.258 (meters)     1293.49  (feet) COMP
 AI5730  MODELED GRAVITY -    980,628.0   (mgal)                       NAVD 88
 AI5730
 AI5730  VERT ORDER      -  SECOND    CLASS I
 AI5730
 AI5730.The horizontal coordinates were determined by differentially corrected
 AI5730.hand held GPS observations or other comparable positioning techniques
 AI5730.and have an estimated accuracy of +/- 3 meters.
 AI5730
 AI5730.The orthometric height was determined by differential leveling and
 AI5730.adjusted by the NATIONAL GEODETIC SURVEY
 AI5730.in August 2006.
 AI5730
 AI5730.Significant digits in the geoid height do not necessarily reflect accuracy.
 AI5730.GEOID18 height accuracy estimate available here.
 AI5730
 AI5730.Click photographs - Photos may exist for this station.
 AI5730
 AI5730.The dynamic height is computed by dividing the NAVD 88
 AI5730.geopotential number by the normal gravity value computed on the
 AI5730.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI5730.degrees latitude (g = 980.6199 gals.).
 AI5730
 AI5730.The modeled gravity was interpolated from observed gravity values.
 AI5730
 AI5730;                    North         East    Units  Estimated Accuracy
 AI5730;SPC MN C     -   248,510.0     830,796.9     MT  (+/- 3 meters HH1 GPS) 
 AI5730
 AI5730_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVM3458331672(NAD 83)
 AI5730
 AI5730                          SUPERSEDED SURVEY CONTROL
 AI5730
 AI5730  NAVD 88 (09/27/00)  394.248  (m)         1293.46   (f) SUPERSEDED  2 1
 AI5730
 AI5730.Superseded values are not recommended for survey control.
 AI5730
 AI5730.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI5730.See file dsdata.pdf to determine how the superseded data were derived.
 AI5730
 AI5730_MARKER: DD = SURVEY DISK
 AI5730_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 AI5730_STAMPING: 1803 D 1994
 AI5730_MARK LOGO: MNDT
 AI5730_PROJECTION: FLUSH
 AI5730_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AI5730_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AI5730_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AI5730+SATELLITE: SATELLITE OBSERVATIONS - October 20, 2022
 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  HISTORY     - 20160929 GOOD             MNDT
 AI5730  HISTORY     - 20190729 GOOD             MNDT
 AI5730  HISTORY     - 20221020 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
 AI5730
 AI5730                          STATION RECOVERY (2016)
 AI5730
 AI5730'RECOVERY NOTE BY MN DEPT OF TRANSP 2016 (KMS)
 AI5730'RECOVERED AS DESCRIBED.
 AI5730
 AI5730                          STATION RECOVERY (2019)
 AI5730
 AI5730'RECOVERY NOTE BY MN DEPT OF TRANSP 2019 (DAS)
 AI5730'RECOVERED IN GOOD CONDITION.
 AI5730
 AI5730                          STATION RECOVERY (2022)
 AI5730
 AI5730'RECOVERY NOTE BY MN DEPT OF TRANSP 2022 (MAS)
 AI5730'3.0 MI (4.8 KM) NORTHWEST OF GARRISON, 3.05 MI (4.91 KM) NORTHWEST
 AI5730'ALONG TRUNK HIGHWAY 18 FROM THE JUNCTION OF TRUNK HIGHWAY 18 AND TRUNK
 AI5730'HIGHWAY 169 IN GARRISON, AT TRUNK HIGHWAY 18 MILE POINT 17.4, 70.2 FT
 AI5730'(21.4 M) SOUTHWEST OF TRUNK HIGHWAY 18, 3.0 FT (0.9 M) SOUTHEAST OF A
 AI5730'POWER POLE, 1.8 FT (0.5 M) NORTHWEST OF A STEEL WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DQ8454 ***********************************************************************
 DQ8454  DESIGNATION -  1803 E RESET
 DQ8454  PID         -  DQ8454
 DQ8454  STATE/COUNTY-  MN/CROW WING
 DQ8454  COUNTRY     -  US
 DQ8454  USGS QUAD   -  GRAVE LAKE (2019)
 DQ8454
 DQ8454                         *CURRENT SURVEY CONTROL
 DQ8454  ______________________________________________________________________
 DQ8454* NAD 83(1986) POSITION- 46 20 40.97   (N) 093 53 31.47   (W)   HD_HELD1
 DQ8454* NAVD 88 ORTHO HEIGHT -   387.542 (meters)     1271.46  (feet) ADJUSTED
 DQ8454  ______________________________________________________________________
 DQ8454  GEOID HEIGHT    -        -27.462 (meters)                     GEOID18
 DQ8454  DYNAMIC HEIGHT  -        387.552 (meters)     1271.49  (feet) COMP
 DQ8454  MODELED GRAVITY -    980,629.0   (mgal)                       NAVD 88
 DQ8454
 DQ8454  VERT ORDER      -  SECOND    CLASS I
 DQ8454
 DQ8454.The horizontal coordinates were determined by differentially corrected
 DQ8454.hand held GPS observations or other comparable positioning techniques
 DQ8454.and have an estimated accuracy of +/- 3 meters.
 DQ8454
 DQ8454.The orthometric height was determined by differential leveling and
 DQ8454.adjusted by the NATIONAL GEODETIC SURVEY
 DQ8454.in April 2021.
 DQ8454
 DQ8454.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ8454.GEOID18 height accuracy estimate available here.
 DQ8454
 DQ8454.Click photographs - Photos may exist for this station.
 DQ8454
 DQ8454.The dynamic height is computed by dividing the NAVD 88
 DQ8454.geopotential number by the normal gravity value computed on the
 DQ8454.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ8454.degrees latitude (g = 980.6199 gals.).
 DQ8454
 DQ8454.The modeled gravity was interpolated from observed gravity values.
 DQ8454
 DQ8454;                    North         East    Units  Estimated Accuracy
 DQ8454;SPC MN C     -   249,522.0     827,551.1     MT  (+/- 3 meters HH1 GPS) 
 DQ8454
 DQ8454_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVM3135432735(NAD 83)
 DQ8454
 DQ8454                          SUPERSEDED SURVEY CONTROL
 DQ8454
 DQ8454.No superseded survey control is available for this station.
 DQ8454
 DQ8454_MARKER: I = METAL ROD
 DQ8454_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DQ8454_STAMPING: 1803 E RESET 2016
 DQ8454_MARK LOGO: MNDT
 DQ8454_PROJECTION: RECESSED 8 CENTIMETERS
 DQ8454_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DQ8454_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ8454_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ8454+SATELLITE: SATELLITE OBSERVATIONS - October 24, 2022
 DQ8454_ROD/PIPE-DEPTH: 12.2 meters
 DQ8454
 DQ8454  HISTORY     - Date     Condition        Report By
 DQ8454  HISTORY     - 20161013 MONUMENTED       MNDT
 DQ8454  HISTORY     - 20221024 GOOD             MNDT
 DQ8454
 DQ8454                          STATION DESCRIPTION
 DQ8454
 DQ8454'DESCRIBED BY MN DEPT OF TRANSP 2016
 DQ8454'THE MARK IS LOCATED ABOUT 5.5 MI (8.8 KM) NORTHWEST OF GARRISON.
 DQ8454'
 DQ8454'TO REACH THE MARK GO 5.4 MI (8.7 KM) NORTHWEST ALONG TRUNK HIGHWAY 8
 DQ8454'FROM THE JUNCTION OF TRUNK HIGHWAY 18 AND TRUNK HIGHWAY 169 IN
 DQ8454'GARRISON, AT TRUNK HIGHWAY 18 MILE POINT 15.05.
 DQ8454'
 DQ8454'THE MARK IS LOCATED 65.6 FT (20.0 M) SOUTH OF TRUNK HIGHWAY 18, 191.5
 DQ8454'FT (58.4 M) EAST OF DRIVEWAY NUMBER 24061, 2.0 FT (0.6 M) EAST OF A
 DQ8454'WITNESS POST.
 DQ8454'
 DQ8454'NOTE-THE STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM ROD
 DQ8454'DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION REMOVABLE DISK
 DQ8454'SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH PVC
 DQ8454'PIPE BACK FILLED WITH WASHED SAND.
 DQ8454
 DQ8454                          STATION RECOVERY (2022)
 DQ8454
 DQ8454'RECOVERY NOTE BY MN DEPT OF TRANSP 2022 (MAS)
 DQ8454'5.5 MI (8.8 KM) NORTHWEST OF GARRISON, 5.4 MI (8.7 KM) NORTHWEST ALONG
 DQ8454'TRUNK HIGHWAY 18 FROM THE JUNCTION OF TRUNK HIGHWAY 18 AND TRUNK
 DQ8454'HIGHWAY 169 IN GARRISON, AT TRUNK HIGHWAY 18 MILE POINT 15.05, 65.6 FT
 DQ8454'(20.0 M) SOUTH OF TRUNK HIGHWAY 18, 191.5 FT (58.4 M) EAST OF DRIVEWAY
 DQ8454'NUMBER 24061, 2.0 FT (0.6 M) EAST OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 AI5726 ***********************************************************************
 AI5726  DESIGNATION -  1803 F
 AI5726  PID         -  AI5726
 AI5726  STATE/COUNTY-  MN/CROW WING
 AI5726  COUNTRY     -  US
 AI5726  USGS QUAD   -  GRAVE LAKE (2019)
 AI5726
 AI5726                         *CURRENT SURVEY CONTROL
 AI5726  ______________________________________________________________________
 AI5726* NAD 83(1986) POSITION- 46 20 37.7    (N) 093 54 45.9    (W)   HD_HELD2
 AI5726* NAVD 88 ORTHO HEIGHT -   386.713 (meters)     1268.74  (feet) ADJUSTED
 AI5726  ______________________________________________________________________
 AI5726  GEOID HEIGHT    -        -27.441 (meters)                     GEOID18
 AI5726  DYNAMIC HEIGHT  -        386.724 (meters)     1268.78  (feet) COMP
 AI5726  MODELED GRAVITY -    980,630.7   (mgal)                       NAVD 88
 AI5726
 AI5726  VERT ORDER      -  SECOND    CLASS I
 AI5726
 AI5726.The horizontal coordinates were established by autonomous hand held GPS
 AI5726.observations and have an estimated accuracy of +/- 10 meters.
 AI5726
 AI5726.The orthometric height was determined by differential leveling and
 AI5726.adjusted by the NATIONAL GEODETIC SURVEY
 AI5726.in August 2006.
 AI5726
 AI5726.Significant digits in the geoid height do not necessarily reflect accuracy.
 AI5726.GEOID18 height accuracy estimate available here.
 AI5726
 AI5726.Click photographs - Photos may exist for this station.
 AI5726
 AI5726.The dynamic height is computed by dividing the NAVD 88
 AI5726.geopotential number by the normal gravity value computed on the
 AI5726.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI5726.degrees latitude (g = 980.6199 gals.).
 AI5726
 AI5726.The modeled gravity was interpolated from observed gravity values.
 AI5726
 AI5726;                    North         East    Units  Estimated Accuracy
 AI5726;SPC MN C     -   249,414.      825,960.      MT  (+/- 10 meters HH2 GPS)
 AI5726
 AI5726_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVM2976232652(NAD 83)
 AI5726
 AI5726                          SUPERSEDED SURVEY CONTROL
 AI5726
 AI5726  NAVD 88 (09/27/00)  386.713  (m)         1268.74   (f) SUPERSEDED  2 1
 AI5726
 AI5726.Superseded values are not recommended for survey control.
 AI5726
 AI5726.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI5726.See file dsdata.pdf to determine how the superseded data were derived.
 AI5726
 AI5726_MARKER: DD = SURVEY DISK
 AI5726_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 AI5726_SP_SET: FOOTING OF STRUCTURE
 AI5726_STAMPING: 1803 F 1994
 AI5726_MARK LOGO: MNDT
 AI5726_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AI5726_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI5726+STABILITY: SURFACE MOTION
 AI5726_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AI5726+SATELLITE: SATELLITE OBSERVATIONS - June 16, 2005
 AI5726
 AI5726  HISTORY     - Date     Condition        Report By
 AI5726  HISTORY     - 1994     MONUMENTED       MNDT
 AI5726  HISTORY     - 19990518 GOOD             MNDT
 AI5726  HISTORY     - 20050616 GOOD             MNDT
 AI5726
 AI5726                          STATION DESCRIPTION
 AI5726
 AI5726'DESCRIBED BY MN DEPT OF TRANSP 1999 (WAS)
 AI5726'6.0 MI (9.7 KM) WNW OF GARRISON, IN HEADWALL AT SE COR OF BOX CULVERT
 AI5726'NO 4108 OVER CREEK, 6.3 MI (10.1 KM) NW ALONG TH 18 FROM JCT OF TH 18
 AI5726'AND TH 169 IN GARRISON, AT TH 18 MP 14.15, 35.5 FT (10.8 M) SOUTH OF
 AI5726'TH 18, 0.7 FT (21.3 CM) WEST OF EAST END OF SOUTH HEADWALL.
 AI5726
 AI5726                          STATION RECOVERY (2005)
 AI5726
 AI5726'RECOVERY NOTE BY MN DEPT OF TRANSP 2005 (MPP)
 AI5726'6.0 MILES WEST-NORTHWEST OF GARRISON, IN HEADWALL AT SOUTHEAST BOX
 AI5726'CULVERT NO 4018 OVER CREEK, 6.3 MILES NORTHWEST ALONG TRUNK HIGHWAY 18
 AI5726'FROM JUNCTION OF TRUNK HIGHWAY 18 AND TRUNK HIGHWAY 169 IN GARRISON,
 AI5726'AT TRUNK HIGHWAY 18 MILEPOINT 14.15, 35.5 FEET SOUTH OF TRUNK HIGHWAY
 AI5726'18, 0.7 FEET WEST OF EAST END OF HEADWALL, NO POST SET
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 AI5718 ***********************************************************************
 AI5718  DESIGNATION -  1803 G
 AI5718  PID         -  AI5718
 AI5718  STATE/COUNTY-  MN/CROW WING
 AI5718  COUNTRY     -  US
 AI5718  USGS QUAD   -  SOUTH LONG LAKE (2019)
 AI5718
 AI5718                         *CURRENT SURVEY CONTROL
 AI5718  ______________________________________________________________________
 AI5718* NAD 83(2011) POSITION- 46 21 08.04597(N) 094 02 57.79007(W)   ADJUSTED
 AI5718* NAD 83(2011) ELLIP HT-   358.359 (meters)        (06/27/12)   ADJUSTED
 AI5718* NAD 83(2011) EPOCH   -  2010.00
 AI5718* NAVD 88 ORTHO HEIGHT -   385.697 (meters)     1265.41  (feet) ADJUSTED
 AI5718  ______________________________________________________________________
 AI5718  GEOID HEIGHT    -        -27.345 (meters)                     GEOID18
 AI5718  NAD 83(2011) X  -   -311,440.475 (meters)                     COMP
 AI5718  NAD 83(2011) Y  - -4,399,309.879 (meters)                     COMP
 AI5718  NAD 83(2011) Z  -  4,592,617.783 (meters)                     COMP
 AI5718  LAPLACE CORR    -         -1.91  (seconds)                    DEFLEC18
 AI5718  DYNAMIC HEIGHT  -        385.712 (meters)     1265.46  (feet) COMP
 AI5718  MODELED GRAVITY -    980,642.1   (mgal)                       NAVD 88
 AI5718
 AI5718  VERT ORDER      -  SECOND    CLASS I
 AI5718
 AI5718  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AI5718  Standards:
 AI5718         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AI5718            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AI5718  -------------------------------------------------------------------
 AI5718  NETWORK    0.52   0.86           0.24   0.17   0.44     -0.09508562
 AI5718  -------------------------------------------------------------------
 AI5718  Click here for local accuracies and other accuracy information.
 AI5718
 AI5718.The horizontal coordinates were established by GPS observations
 AI5718.and adjusted by the National Geodetic Survey in June 2012.
 AI5718
 AI5718.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AI5718.been affixed to the stable North American tectonic plate. See 
 AI5718.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AI5718
 AI5718.The horizontal coordinates are valid at the epoch date displayed above
 AI5718.which is a decimal equivalence of Year/Month/Day.
 AI5718
 AI5718.The orthometric height was determined by differential leveling and
 AI5718.adjusted by the NATIONAL GEODETIC SURVEY
 AI5718.in August 2006.
 AI5718
 AI5718.Significant digits in the geoid height do not necessarily reflect accuracy.
 AI5718.GEOID18 height accuracy estimate available here.
 AI5718
 AI5718.Click photographs - Photos may exist for this station.
 AI5718
 AI5718.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AI5718
 AI5718.The Laplace correction was computed from DEFLEC18 derived deflections.
 AI5718
 AI5718.The ellipsoidal height was determined by GPS observations
 AI5718.and is referenced to NAD 83.
 AI5718
 AI5718.The dynamic height is computed by dividing the NAVD 88
 AI5718.geopotential number by the normal gravity value computed on the
 AI5718.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI5718.degrees latitude (g = 980.6199 gals.).
 AI5718
 AI5718.The modeled gravity was interpolated from observed gravity values.
 AI5718
 AI5718. The following values were computed from the NAD 83(2011) position.
 AI5718
 AI5718;                    North         East     Units Scale Factor Converg.
 AI5718;SPC MN C     -   250,315.277   815,440.087   MT  0.99992207   +0 08 42.4
 AI5718;SPC MN C     -   821,242.70  2,675,323.02   sFT  0.99992207   +0 08 42.4
 AI5718;UTM  15      - 5,133,719.467   419,260.962   MT  0.99968013   -0 45 33.7
 AI5718
 AI5718!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI5718!SPC MN C     -   0.99994383  x   0.99992207  =   0.99986590
 AI5718!UTM  15      -   0.99994383  x   0.99968013  =   0.99962397
 AI5718
 AI5718_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVM1926033719(NAD 83)
 AI5718
 AI5718                          SUPERSEDED SURVEY CONTROL
 AI5718
 AI5718  NAD 83(2007)-  46 21 08.04583(N)    094 02 57.79129(W) AD(2002.00) 1
 AI5718  ELLIP H (10/06/10)  358.378  (m)                       GP(2002.00) 4 1
 AI5718  NAD 83(1996)-  46 21 08.04561(N)    094 02 57.79074(W) AD(       ) 1
 AI5718  ELLIP H (06/12/06)  358.412  (m)                       GP(       ) 4 1
 AI5718  NAVD 88             385.70   (m)         1265.4    (f) LEVELING    3  
 AI5718  NAVD 88 (09/27/00)  385.697  (m)         1265.41   (f) SUPERSEDED  2 1
 AI5718
 AI5718.Superseded values are not recommended for survey control.
 AI5718
 AI5718.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI5718.See file dsdata.pdf to determine how the superseded data were derived.
 AI5718
 AI5718_MARKER: DD = SURVEY DISK
 AI5718_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 AI5718_STAMPING: 1803 G 1994
 AI5718_MARK LOGO: MNDT
 AI5718_PROJECTION: FLUSH
 AI5718_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AI5718_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AI5718_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI5718+SATELLITE: SATELLITE OBSERVATIONS - October 25, 2022
 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  HISTORY     - 20190724 GOOD             MNDT
 AI5718  HISTORY     - 20221025 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.
 AI5718
 AI5718                          STATION RECOVERY (2019)
 AI5718
 AI5718'RECOVERY NOTE BY MN DEPT OF TRANSP 2019 (DAS)
 AI5718'RECOVERED IN GOOD CONDITION.
 AI5718
 AI5718                          STATION RECOVERY (2022)
 AI5718
 AI5718'RECOVERY NOTE BY MN DEPT OF TRANSP 2022 (MAS)
 AI5718'7.0 MI (11.3 KM) EAST OF BRAINERD, 5.1 MI (8.2 KM) EAST ALONG TRUNK
 AI5718'HIGHWAY 18 FROM THE JUNCTION OF TRUNK HIGHWAY 18 AND TRUNK HIGHWAY 25
 AI5718'IN BRAINERD, AT TRUNK HIGHWAY 18 MILE POINT 7.5, 71.4 FT (21.8 M)
 AI5718'NORTH OF TRUNK HIGHWAY 18, 16.5 FT (5.0 M) EAST OF DRIVEWAY NUMBER
 AI5718'16628, 2.0 FT (0.6 M) WEST OF A STEEL WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 AI5723 ***********************************************************************
 AI5723  DESIGNATION -  1803 K
 AI5723  PID         -  AI5723
 AI5723  STATE/COUNTY-  MN/CROW WING
 AI5723  COUNTRY     -  US
 AI5723  USGS QUAD   -  GRAVE LAKE (2019)
 AI5723
 AI5723                         *CURRENT SURVEY CONTROL
 AI5723  ______________________________________________________________________
 AI5723* NAD 83(2011) POSITION- 46 20 44.11410(N) 093 57 23.44829(W)   ADJUSTED
 AI5723* NAD 83(2011) ELLIP HT-   361.198 (meters)        (06/27/12)   ADJUSTED
 AI5723* NAD 83(2011) EPOCH   -  2010.00
 AI5723* NAVD 88 ORTHO HEIGHT -   388.592 (meters)     1274.91  (feet) ADJUSTED
 AI5723  ______________________________________________________________________
 AI5723  GEOID HEIGHT    -        -27.404 (meters)                     GEOID18
 AI5723  NAD 83(2011) X  -   -304,346.104 (meters)                     COMP
 AI5723  NAD 83(2011) Y  - -4,400,344.307 (meters)                     COMP
 AI5723  NAD 83(2011) Z  -  4,592,109.737 (meters)                     COMP
 AI5723  LAPLACE CORR    -         -2.29  (seconds)                    DEFLEC18
 AI5723  DYNAMIC HEIGHT  -        388.605 (meters)     1274.95  (feet) COMP
 AI5723  MODELED GRAVITY -    980,635.1   (mgal)                       NAVD 88
 AI5723
 AI5723  VERT ORDER      -  SECOND    CLASS I
 AI5723
 AI5723  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AI5723  Standards:
 AI5723         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AI5723            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AI5723  -------------------------------------------------------------------
 AI5723  NETWORK    0.85   1.18           0.41   0.24   0.60     -0.02300500
 AI5723  -------------------------------------------------------------------
 AI5723  Click here for local accuracies and other accuracy information.
 AI5723
 AI5723.The horizontal coordinates were established by GPS observations
 AI5723.and adjusted by the National Geodetic Survey in June 2012.
 AI5723
 AI5723.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AI5723.been affixed to the stable North American tectonic plate. See 
 AI5723.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AI5723
 AI5723.The horizontal coordinates are valid at the epoch date displayed above
 AI5723.which is a decimal equivalence of Year/Month/Day.
 AI5723
 AI5723.The orthometric height was determined by differential leveling and
 AI5723.adjusted by the NATIONAL GEODETIC SURVEY
 AI5723.in August 2006.
 AI5723
 AI5723.Significant digits in the geoid height do not necessarily reflect accuracy.
 AI5723.GEOID18 height accuracy estimate available here.
 AI5723
 AI5723.Click photographs - Photos may exist for this station.
 AI5723
 AI5723.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AI5723
 AI5723.The Laplace correction was computed from DEFLEC18 derived deflections.
 AI5723
 AI5723.The ellipsoidal height was determined by GPS observations
 AI5723.and is referenced to NAD 83.
 AI5723
 AI5723.The dynamic height is computed by dividing the NAVD 88
 AI5723.geopotential number by the normal gravity value computed on the
 AI5723.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI5723.degrees latitude (g = 980.6199 gals.).
 AI5723
 AI5723.The modeled gravity was interpolated from observed gravity values.
 AI5723
 AI5723. The following values were computed from the NAD 83(2011) position.
 AI5723
 AI5723;                    North         East     Units Scale Factor Converg.
 AI5723;SPC MN C     -   249,598.684   822,590.673   MT  0.99992204   +0 12 44.3
 AI5723;SPC MN C     -   818,891.68  2,698,782.90   sFT  0.99992204   +0 12 44.3
 AI5723;UTM  15      - 5,132,890.299   426,397.569   MT  0.99966659   -0 41 31.5
 AI5723
 AI5723!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI5723!SPC MN C     -   0.99994338  x   0.99992204  =   0.99986543
 AI5723!UTM  15      -   0.99994338  x   0.99966659  =   0.99960999
 AI5723
 AI5723_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVM2639732890(NAD 83)
 AI5723
 AI5723                          SUPERSEDED SURVEY CONTROL
 AI5723
 AI5723  NAD 83(2007)-  46 20 44.11387(N)    093 57 23.44927(W) AD(2002.00) 1
 AI5723  ELLIP H (10/06/10)  361.218  (m)                       GP(2002.00) 4 1
 AI5723  NAD 83(1996)-  46 20 44.11377(N)    093 57 23.44877(W) AD(       ) 1
 AI5723  ELLIP H (06/12/06)  361.247  (m)                       GP(       ) 4 1
 AI5723  NAVD 88             388.59   (m)         1274.9    (f) LEVELING    3  
 AI5723  NAVD 88 (09/27/00)  388.592  (m)         1274.91   (f) SUPERSEDED  2 1
 AI5723
 AI5723.Superseded values are not recommended for survey control.
 AI5723
 AI5723.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI5723.See file dsdata.pdf to determine how the superseded data were derived.
 AI5723
 AI5723_MARKER: DD = SURVEY DISK
 AI5723_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 AI5723_STAMPING: 1803 K 1994
 AI5723_MARK LOGO: MNDT
 AI5723_PROJECTION: FLUSH
 AI5723_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AI5723_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AI5723_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI5723+SATELLITE: SATELLITE OBSERVATIONS - October 24, 2022
 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  HISTORY     - 20190724 GOOD             MNDT
 AI5723  HISTORY     - 20221024 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.
 AI5723
 AI5723                          STATION RECOVERY (2019)
 AI5723
 AI5723'RECOVERY NOTE BY MN DEPT OF TRANSP 2019 (DAS)
 AI5723'RECOVERED IN GOOD CONDITION.
 AI5723
 AI5723                          STATION RECOVERY (2022)
 AI5723
 AI5723'RECOVERY NOTE BY MN DEPT OF TRANSP 2022 (MAS)
 AI5723'11.0 MI (17.7 KM) EAST OF BRAINERD, 9.6 MI (15.4 KM) EAST ALONG TRUNK
 AI5723'HIGHWAY 18 FROM THE JUNCTION OF TRUNK HIGHWAY 18 AND TRUNK HIGHWAY 25
 AI5723'IN BRAINERD, AT TRUNK HIGHWAY 18 MILE POINT 11.95, 72.9 FT (22.2 M)
 AI5723'SOUTH-SOUTHWEST OF TRUNK HIGHWAY 18, 2.9 FT (0.9 M) WEST-NORTHWEST OF
 AI5723'A FENCE CORNER, 1.9 FT (0.6 M) EAST OF A STEEL WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 AI5722 ***********************************************************************
 AI5722  DESIGNATION -  1803 L
 AI5722  PID         -  AI5722
 AI5722  STATE/COUNTY-  MN/CROW WING
 AI5722  COUNTRY     -  US
 AI5722  USGS QUAD   -  GRAVE LAKE (2019)
 AI5722
 AI5722                         *CURRENT SURVEY CONTROL
 AI5722  ______________________________________________________________________
 AI5722* NAD 83(2011) POSITION- 46 20 50.90388(N) 093 58 32.32731(W)   ADJUSTED
 AI5722* NAD 83(2011) ELLIP HT-   358.196 (meters)        (06/27/12)   ADJUSTED
 AI5722* NAD 83(2011) EPOCH   -  2010.00
 AI5722* NAVD 88 ORTHO HEIGHT -   385.578 (meters)     1265.02  (feet) ADJUSTED
 AI5722  ______________________________________________________________________
 AI5722  GEOID HEIGHT    -        -27.392 (meters)                     GEOID18
 AI5722  NAD 83(2011) X  -   -305,804.855 (meters)                     COMP
 AI5722  NAD 83(2011) Y  - -4,400,089.032 (meters)                     COMP
 AI5722  NAD 83(2011) Z  -  4,592,252.293 (meters)                     COMP
 AI5722  LAPLACE CORR    -         -2.13  (seconds)                    DEFLEC18
 AI5722  DYNAMIC HEIGHT  -        385.591 (meters)     1265.06  (feet) COMP
 AI5722  MODELED GRAVITY -    980,637.1   (mgal)                       NAVD 88
 AI5722
 AI5722  VERT ORDER      -  SECOND    CLASS I
 AI5722
 AI5722  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AI5722  Standards:
 AI5722         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AI5722            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AI5722  -------------------------------------------------------------------
 AI5722  NETWORK    0.47   0.82           0.22   0.15   0.42      0.21285097
 AI5722  -------------------------------------------------------------------
 AI5722  Click here for local accuracies and other accuracy information.
 AI5722
 AI5722.The horizontal coordinates were established by GPS observations
 AI5722.and adjusted by the National Geodetic Survey in June 2012.
 AI5722
 AI5722.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AI5722.been affixed to the stable North American tectonic plate. See 
 AI5722.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AI5722
 AI5722.The horizontal coordinates are valid at the epoch date displayed above
 AI5722.which is a decimal equivalence of Year/Month/Day.
 AI5722
 AI5722.The orthometric height was determined by differential leveling and
 AI5722.adjusted by the NATIONAL GEODETIC SURVEY
 AI5722.in August 2006.
 AI5722
 AI5722.Significant digits in the geoid height do not necessarily reflect accuracy.
 AI5722.GEOID18 height accuracy estimate available here.
 AI5722
 AI5722.Click photographs - Photos may exist for this station.
 AI5722
 AI5722.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AI5722
 AI5722.The Laplace correction was computed from DEFLEC18 derived deflections.
 AI5722
 AI5722.The ellipsoidal height was determined by GPS observations
 AI5722.and is referenced to NAD 83.
 AI5722
 AI5722.The dynamic height is computed by dividing the NAVD 88
 AI5722.geopotential number by the normal gravity value computed on the
 AI5722.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI5722.degrees latitude (g = 980.6199 gals.).
 AI5722
 AI5722.The modeled gravity was interpolated from observed gravity values.
 AI5722
 AI5722. The following values were computed from the NAD 83(2011) position.
 AI5722
 AI5722;                    North         East     Units Scale Factor Converg.
 AI5722;SPC MN C     -   249,803.037   821,117.215   MT  0.99992205   +0 11 54.5
 AI5722;SPC MN C     -   819,562.13  2,693,948.73   sFT  0.99992205   +0 11 54.5
 AI5722;UTM  15      - 5,133,117.826   424,927.894   MT  0.99966928   -0 42 21.4
 AI5722
 AI5722!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI5722!SPC MN C     -   0.99994385  x   0.99992205  =   0.99986591
 AI5722!UTM  15      -   0.99994385  x   0.99966928  =   0.99961315
 AI5722
 AI5722_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVM2492733117(NAD 83)
 AI5722
 AI5722                          SUPERSEDED SURVEY CONTROL
 AI5722
 AI5722  NAD 83(2007)-  46 20 50.90380(N)    093 58 32.32833(W) AD(2002.00) 1
 AI5722  ELLIP H (10/06/10)  358.206  (m)                       GP(2002.00) 4 1
 AI5722  NAD 83(1996)-  46 20 50.90352(N)    093 58 32.32775(W) AD(       ) 1
 AI5722  ELLIP H (06/12/06)  358.239  (m)                       GP(       ) 4 1
 AI5722  NAVD 88             385.58   (m)         1265.0    (f) LEVELING    3  
 AI5722  NAVD 88 (09/27/00)  385.578  (m)         1265.02   (f) SUPERSEDED  2 1
 AI5722
 AI5722.Superseded values are not recommended for survey control.
 AI5722
 AI5722.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI5722.See file dsdata.pdf to determine how the superseded data were derived.
 AI5722
 AI5722_MARKER: DD = SURVEY DISK
 AI5722_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 AI5722_STAMPING: 1803 L 1994
 AI5722_MARK LOGO: MNDT
 AI5722_PROJECTION: RECESSED 8 CENTIMETERS
 AI5722_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AI5722_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AI5722_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI5722+SATELLITE: SATELLITE OBSERVATIONS - October 24, 2022
 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  HISTORY     - 20190724 GOOD             MNDT
 AI5722  HISTORY     - 20221024 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.
 AI5722
 AI5722                          STATION RECOVERY (2019)
 AI5722
 AI5722'RECOVERY NOTE BY MN DEPT OF TRANSP 2019 (DAS)
 AI5722'RECOVERED IN GOOD CONDITION.
 AI5722
 AI5722                          STATION RECOVERY (2022)
 AI5722
 AI5722'RECOVERY NOTE BY MN DEPT OF TRANSP 2022 (MAS)
 AI5722'10.0 MI (16.1 KM) EAST OF BRAINERD, 8.6 MI (13.8 KM) EAST ALONG TRUNK
 AI5722'HIGHWAY 18 FROM THE JUNCTION OF TRUNK HIGHWAY 18 AND TRUNK HIGHWAY 25
 AI5722'IN BRAINERD, AT TRUNK HIGHWAY 18 MILE POINT 11.0, 70.5 FT (21.5 M)
 AI5722'SOUTH-SOUTHWEST OF TRUNK HIGHWAY 18, 1.8 FT (0.5 M) EAST OF A STEEL
 AI5722'WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 AI5721 ***********************************************************************
 AI5721  DESIGNATION -  1803 M
 AI5721  PID         -  AI5721
 AI5721  STATE/COUNTY-  MN/CROW WING
 AI5721  COUNTRY     -  US
 AI5721  USGS QUAD   -  SOUTH LONG LAKE (2019)
 AI5721
 AI5721                         *CURRENT SURVEY CONTROL
 AI5721  ______________________________________________________________________
 AI5721* NAD 83(2011) POSITION- 46 20 54.10236(N) 094 00 00.89536(W)   ADJUSTED
 AI5721* NAD 83(2011) ELLIP HT-   345.047 (meters)        (06/27/12)   ADJUSTED
 AI5721* NAD 83(2011) EPOCH   -  2010.00
 AI5721* NAVD 88 ORTHO HEIGHT -   372.409 (meters)     1221.81  (feet) ADJUSTED
 AI5721  ______________________________________________________________________
 AI5721  GEOID HEIGHT    -        -27.374 (meters)                     GEOID18
 AI5721  NAD 83(2011) X  -   -307,688.562 (meters)                     COMP
 AI5721  NAD 83(2011) Y  - -4,399,876.975 (meters)                     COMP
 AI5721  NAD 83(2011) Z  -  4,592,310.955 (meters)                     COMP
 AI5721  LAPLACE CORR    -         -2.07  (seconds)                    DEFLEC18
 AI5721  DYNAMIC HEIGHT  -        372.422 (meters)     1221.85  (feet) COMP
 AI5721  MODELED GRAVITY -    980,639.3   (mgal)                       NAVD 88
 AI5721
 AI5721  VERT ORDER      -  SECOND    CLASS I
 AI5721
 AI5721  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AI5721  Standards:
 AI5721         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AI5721            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AI5721  -------------------------------------------------------------------
 AI5721  NETWORK    0.36   0.80           0.17   0.11   0.41      0.01751150
 AI5721  -------------------------------------------------------------------
 AI5721  Click here for local accuracies and other accuracy information.
 AI5721
 AI5721.The horizontal coordinates were established by GPS observations
 AI5721.and adjusted by the National Geodetic Survey in June 2012.
 AI5721
 AI5721.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AI5721.been affixed to the stable North American tectonic plate. See 
 AI5721.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AI5721
 AI5721.The horizontal coordinates are valid at the epoch date displayed above
 AI5721.which is a decimal equivalence of Year/Month/Day.
 AI5721
 AI5721.The orthometric height was determined by differential leveling and
 AI5721.adjusted by the NATIONAL GEODETIC SURVEY
 AI5721.in August 2006.
 AI5721
 AI5721.Significant digits in the geoid height do not necessarily reflect accuracy.
 AI5721.GEOID18 height accuracy estimate available here.
 AI5721
 AI5721.Click photographs - Photos may exist for this station.
 AI5721
 AI5721.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AI5721
 AI5721.The Laplace correction was computed from DEFLEC18 derived deflections.
 AI5721
 AI5721.The ellipsoidal height was determined by GPS observations
 AI5721.and is referenced to NAD 83.
 AI5721
 AI5721.The dynamic height is computed by dividing the NAVD 88
 AI5721.geopotential number by the normal gravity value computed on the
 AI5721.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI5721.degrees latitude (g = 980.6199 gals.).
 AI5721
 AI5721.The modeled gravity was interpolated from observed gravity values.
 AI5721
 AI5721. The following values were computed from the NAD 83(2011) position.
 AI5721
 AI5721;                    North         East     Units Scale Factor Converg.
 AI5721;SPC MN C     -   249,895.524   819,223.256   MT  0.99992205   +0 10 50.4
 AI5721;SPC MN C     -   819,865.56  2,687,734.97   sFT  0.99992205   +0 10 50.4
 AI5721;UTM  15      - 5,133,240.166   423,036.106   MT  0.99967281   -0 43 25.6
 AI5721
 AI5721!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI5721!SPC MN C     -   0.99994591  x   0.99992205  =   0.99986797
 AI5721!UTM  15      -   0.99994591  x   0.99967281  =   0.99961874
 AI5721
 AI5721_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVM2303633240(NAD 83)
 AI5721
 AI5721|---------------------------------------------------------------------|
 AI5721| PID    Reference Object                     Distance      Geod. Az  |
 AI5721|                                                           dddmmss.s |
 AI5721| AB5849 LANTERN                              75.455 METERS 26849     |
 AI5721|---------------------------------------------------------------------|
 AI5721
 AI5721                          SUPERSEDED SURVEY CONTROL
 AI5721
 AI5721  NAD 83(2007)-  46 20 54.10215(N)    094 00 00.89656(W) AD(2002.00) 1
 AI5721  ELLIP H (10/06/10)  345.064  (m)                       GP(2002.00) 4 1
 AI5721  NAD 83(1996)-  46 20 54.10193(N)    094 00 00.89602(W) AD(       ) 1
 AI5721  ELLIP H (06/12/06)  345.097  (m)                       GP(       ) 4 1
 AI5721  NAVD 88             372.41   (m)         1221.8    (f) LEVELING    3  
 AI5721  NAVD 88 (09/27/00)  372.409  (m)         1221.81   (f) SUPERSEDED  2 1
 AI5721
 AI5721.Superseded values are not recommended for survey control.
 AI5721
 AI5721.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI5721.See file dsdata.pdf to determine how the superseded data were derived.
 AI5721
 AI5721_MARKER: DD = SURVEY DISK
 AI5721_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 AI5721_SP_SET: BOX CULVERT
 AI5721_STAMPING: 1803 M 1994
 AI5721_MARK LOGO: MNDT
 AI5721_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI5721+STABILITY: SURFACE MOTION
 AI5721_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AI5721+SATELLITE: SATELLITE OBSERVATIONS - July 28, 2019
 AI5721
 AI5721  HISTORY     - Date     Condition        Report By
 AI5721  HISTORY     - 1994     MONUMENTED       MNDT
 AI5721  HISTORY     - 19990518 GOOD             MNDT
 AI5721  HISTORY     - 20050616 GOOD             MNDT
 AI5721  HISTORY     - 20190728 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.
 AI5721
 AI5721                          STATION RECOVERY (2019)
 AI5721
 AI5721'RECOVERY NOTE BY MN DEPT OF TRANSP 2019 (DAS)
 AI5721'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 AI5720 ***********************************************************************
 AI5720  DESIGNATION -  1803 N
 AI5720  PID         -  AI5720
 AI5720  STATE/COUNTY-  MN/CROW WING
 AI5720  COUNTRY     -  US
 AI5720  USGS QUAD   -  SOUTH LONG LAKE (2019)
 AI5720
 AI5720                         *CURRENT SURVEY CONTROL
 AI5720  ______________________________________________________________________
 AI5720* NAD 83(2011) POSITION- 46 21 04.67657(N) 094 01 14.66077(W)   ADJUSTED
 AI5720* NAD 83(2011) ELLIP HT-   350.688 (meters)        (06/27/12)   ADJUSTED
 AI5720* NAD 83(2011) EPOCH   -  2010.00
 AI5720* NAVD 88 ORTHO HEIGHT -   378.041 (meters)     1240.29  (feet) ADJUSTED
 AI5720  ______________________________________________________________________
 AI5720  GEOID HEIGHT    -        -27.364 (meters)                     GEOID18
 AI5720  NAD 83(2011) X  -   -309,245.755 (meters)                     COMP
 AI5720  NAD 83(2011) Y  - -4,399,534.863 (meters)                     COMP
 AI5720  NAD 83(2011) Z  -  4,592,540.418 (meters)                     COMP
 AI5720  LAPLACE CORR    -         -2.17  (seconds)                    DEFLEC18
 AI5720  DYNAMIC HEIGHT  -        378.055 (meters)     1240.34  (feet) COMP
 AI5720  MODELED GRAVITY -    980,639.1   (mgal)                       NAVD 88
 AI5720
 AI5720  VERT ORDER      -  SECOND    CLASS I
 AI5720
 AI5720  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AI5720  Standards:
 AI5720         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AI5720            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AI5720  -------------------------------------------------------------------
 AI5720  NETWORK    0.41   0.86           0.19   0.14   0.44     -0.08554901
 AI5720  -------------------------------------------------------------------
 AI5720  Click here for local accuracies and other accuracy information.
 AI5720
 AI5720.The horizontal coordinates were established by GPS observations
 AI5720.and adjusted by the National Geodetic Survey in June 2012.
 AI5720
 AI5720.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AI5720.been affixed to the stable North American tectonic plate. See 
 AI5720.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AI5720
 AI5720.The horizontal coordinates are valid at the epoch date displayed above
 AI5720.which is a decimal equivalence of Year/Month/Day.
 AI5720
 AI5720.The orthometric height was determined by differential leveling and
 AI5720.adjusted by the NATIONAL GEODETIC SURVEY
 AI5720.in August 2006.
 AI5720
 AI5720.Significant digits in the geoid height do not necessarily reflect accuracy.
 AI5720.GEOID18 height accuracy estimate available here.
 AI5720
 AI5720.Click photographs - Photos may exist for this station.
 AI5720
 AI5720.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AI5720
 AI5720.The Laplace correction was computed from DEFLEC18 derived deflections.
 AI5720
 AI5720.The ellipsoidal height was determined by GPS observations
 AI5720.and is referenced to NAD 83.
 AI5720
 AI5720.The dynamic height is computed by dividing the NAVD 88
 AI5720.geopotential number by the normal gravity value computed on the
 AI5720.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI5720.degrees latitude (g = 980.6199 gals.).
 AI5720
 AI5720.The modeled gravity was interpolated from observed gravity values.
 AI5720
 AI5720. The following values were computed from the NAD 83(2011) position.
 AI5720
 AI5720;                    North         East     Units Scale Factor Converg.
 AI5720;SPC MN C     -   250,217.231   817,645.179   MT  0.99992206   +0 09 57.0
 AI5720;SPC MN C     -   820,921.03  2,682,557.56   sFT  0.99992206   +0 09 57.0
 AI5720;UTM  15      - 5,133,586.657   421,463.693   MT  0.99967582   -0 44 19.1
 AI5720
 AI5720!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI5720!SPC MN C     -   0.99994503  x   0.99992206  =   0.99986709
 AI5720!UTM  15      -   0.99994503  x   0.99967582  =   0.99962087
 AI5720
 AI5720_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVM2146333586(NAD 83)
 AI5720
 AI5720                          SUPERSEDED SURVEY CONTROL
 AI5720
 AI5720  NAD 83(2007)-  46 21 04.67642(N)    094 01 14.66200(W) AD(2002.00) 1
 AI5720  ELLIP H (10/06/10)  350.705  (m)                       GP(2002.00) 4 1
 AI5720  NAD 83(1996)-  46 21 04.67617(N)    094 01 14.66144(W) AD(       ) 1
 AI5720  ELLIP H (06/12/06)  350.739  (m)                       GP(       ) 4 1
 AI5720  NAVD 88             378.04   (m)         1240.3    (f) LEVELING    3  
 AI5720  NAVD 88 (09/27/00)  378.042  (m)         1240.29   (f) SUPERSEDED  2 1
 AI5720
 AI5720.Superseded values are not recommended for survey control.
 AI5720
 AI5720.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI5720.See file dsdata.pdf to determine how the superseded data were derived.
 AI5720
 AI5720_MARKER: DD = SURVEY DISK
 AI5720_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 AI5720_STAMPING: 1803 N 1994
 AI5720_MARK LOGO: MNDT
 AI5720_PROJECTION: RECESSED 10 CENTIMETERS
 AI5720_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AI5720_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AI5720_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI5720+SATELLITE: SATELLITE OBSERVATIONS - October 25, 2022
 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  HISTORY     - 20190724 GOOD             MNDT
 AI5720  HISTORY     - 20221025 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.
 AI5720
 AI5720                          STATION RECOVERY (2019)
 AI5720
 AI5720'RECOVERY NOTE BY MN DEPT OF TRANSP 2019 (DAS)
 AI5720'RECOVERED IN GOOD CONDITION.
 AI5720
 AI5720                          STATION RECOVERY (2022)
 AI5720
 AI5720'RECOVERY NOTE BY MN DEPT OF TRANSP 2022 (MAS)
 AI5720'8.5 MI (13.7 KM) EAST OF BRAINERD, 6.5 MI (10.5 KM) EAST ALONG TRUNK
 AI5720'HIGHWAY 18 FROM THE JUNCTION OF TRUNK HIGHWAY 18 AND TRUNK HIGHWAY 25
 AI5720'IN BRAINERD, AT TRUNK HIGHWAY 18 MILE POINT 8.9, 66.9 FT (20.4 M)
 AI5720'SOUTH-SOUTHWEST OF TRUNK HIGHWAY 18, 137.4 FT (41.9 M) SOUTH OF A
 AI5720'TELEPHONE CABLE PEDESTAL, 20.5 FT (6.2 M) WEST OF A FIELD ENTRANCE,
 AI5720'1.3 FT (0.4 M) EAST OF A STEEL WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 AI5716 ***********************************************************************
 AI5716  DESIGNATION -  1803 R
 AI5716  PID         -  AI5716
 AI5716  STATE/COUNTY-  MN/CROW WING
 AI5716  COUNTRY     -  US
 AI5716  USGS QUAD   -  BRAINERD (2019)
 AI5716
 AI5716                         *CURRENT SURVEY CONTROL
 AI5716  ______________________________________________________________________
 AI5716* NAD 83(1986) POSITION- 46 21 05.31   (N) 094 08 47.13   (W)   HD_HELD1
 AI5716* NAVD 88 ORTHO HEIGHT -   378.491 (meters)     1241.77  (feet) ADJUSTED
 AI5716  ______________________________________________________________________
 AI5716  GEOID HEIGHT    -        -27.294 (meters)                     GEOID18
 AI5716  DYNAMIC HEIGHT  -        378.505 (meters)     1241.81  (feet) COMP
 AI5716  MODELED GRAVITY -    980,640.3   (mgal)                       NAVD 88
 AI5716
 AI5716  VERT ORDER      -  SECOND    CLASS I
 AI5716
 AI5716.The horizontal coordinates were determined by differentially corrected
 AI5716.hand held GPS observations or other comparable positioning techniques
 AI5716.and have an estimated accuracy of +/- 3 meters.
 AI5716
 AI5716.The orthometric height was determined by differential leveling and
 AI5716.adjusted by the NATIONAL GEODETIC SURVEY
 AI5716.in August 2006.
 AI5716
 AI5716.Significant digits in the geoid height do not necessarily reflect accuracy.
 AI5716.GEOID18 height accuracy estimate available here.
 AI5716
 AI5716.Click photographs - Photos may exist for this station.
 AI5716
 AI5716.The dynamic height is computed by dividing the NAVD 88
 AI5716.geopotential number by the normal gravity value computed on the
 AI5716.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI5716.degrees latitude (g = 980.6199 gals.).
 AI5716
 AI5716.The modeled gravity was interpolated from observed gravity values.
 AI5716
 AI5716;                    North         East    Units  Estimated Accuracy
 AI5716;SPC MN C     -   250,216.5     807,971.7     MT  (+/- 3 meters HH1 GPS) 
 AI5716
 AI5716_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVM1179333738(NAD 83)
 AI5716
 AI5716                          SUPERSEDED SURVEY CONTROL
 AI5716
 AI5716  NAVD 88 (09/27/00)  378.491  (m)         1241.77   (f) SUPERSEDED  2 1
 AI5716
 AI5716.Superseded values are not recommended for survey control.
 AI5716
 AI5716.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI5716.See file dsdata.pdf to determine how the superseded data were derived.
 AI5716
 AI5716_MARKER: DD = SURVEY DISK
 AI5716_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 AI5716_STAMPING: 1803 R 1994
 AI5716_MARK LOGO: MNDT
 AI5716_PROJECTION: FLUSH
 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 - October 25, 2022
 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  HISTORY     - 20190723 GOOD             MNDT
 AI5716  HISTORY     - 20221025 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
 AI5716
 AI5716                          STATION RECOVERY (2019)
 AI5716
 AI5716'RECOVERY NOTE BY MN DEPT OF TRANSP 2019 (DAS)
 AI5716'RECOVERED IN GOOD CONDITION.
 AI5716
 AI5716                          STATION RECOVERY (2022)
 AI5716
 AI5716'RECOVERY NOTE BY MN DEPT OF TRANSP 2022 (MAS)
 AI5716'2.5 MI (4.0 KM) EAST OF BRAINERD, 0.45 MI (0.72 KM) EAST ALONG TRUNK
 AI5716'HIGHWAY 18 FROM THE JUNCTION OF TRUNK HIGHWAY 18 AND TRUNK HIGHWAY 25
 AI5716'IN BRAINERD, AT TRUNK HIGHWAY 18 MILE POINT 2.85, 143.2 FT (43.6 M)
 AI5716'SOUTH OF TRUNK HIGHWAY 18, 46.0 FT (14.0 M) EAST OF TWO MILE ROAD, 1.9
 AI5716'FT (0.6 M) SOUTH OF A STEEL WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DQ8452 ***********************************************************************
 DQ8452  DESIGNATION -  1803 S
 DQ8452  PID         -  DQ8452
 DQ8452  STATE/COUNTY-  MN/CROW WING
 DQ8452  COUNTRY     -  US
 DQ8452  USGS QUAD   -  GARRISON (2019)
 DQ8452
 DQ8452                         *CURRENT SURVEY CONTROL
 DQ8452  ______________________________________________________________________
 DQ8452* NAD 83(1986) POSITION- 46 18 51.52   (N) 093 50 10.96   (W)   HD_HELD1
 DQ8452* NAVD 88 ORTHO HEIGHT -   384.065 (meters)     1260.05  (feet) ADJUSTED
 DQ8452  ______________________________________________________________________
 DQ8452  GEOID HEIGHT    -        -27.457 (meters)                     GEOID18
 DQ8452  DYNAMIC HEIGHT  -        384.075 (meters)     1260.09  (feet) COMP
 DQ8452  MODELED GRAVITY -    980,629.7   (mgal)                       NAVD 88
 DQ8452
 DQ8452  VERT ORDER      -  SECOND    CLASS I
 DQ8452
 DQ8452.The horizontal coordinates were determined by differentially corrected
 DQ8452.hand held GPS observations or other comparable positioning techniques
 DQ8452.and have an estimated accuracy of +/- 3 meters.
 DQ8452
 DQ8452.The orthometric height was determined by differential leveling and
 DQ8452.adjusted by the NATIONAL GEODETIC SURVEY
 DQ8452.in April 2021.
 DQ8452
 DQ8452.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ8452.GEOID18 height accuracy estimate available here.
 DQ8452
 DQ8452.Click photographs - Photos may exist for this station.
 DQ8452
 DQ8452.The dynamic height is computed by dividing the NAVD 88
 DQ8452.geopotential number by the normal gravity value computed on the
 DQ8452.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ8452.degrees latitude (g = 980.6199 gals.).
 DQ8452
 DQ8452.The modeled gravity was interpolated from observed gravity values.
 DQ8452
 DQ8452;                    North         East    Units  Estimated Accuracy
 DQ8452;SPC MN C     -   246,163.7     831,856.0     MT  (+/- 3 meters HH1 GPS) 
 DQ8452
 DQ8452_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVM3560529310(NAD 83)
 DQ8452
 DQ8452                          SUPERSEDED SURVEY CONTROL
 DQ8452
 DQ8452.No superseded survey control is available for this station.
 DQ8452
 DQ8452_MARKER: I = METAL ROD
 DQ8452_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DQ8452_STAMPING: 1803 S 2016
 DQ8452_MARK LOGO: MNDT
 DQ8452_PROJECTION: RECESSED 5 CENTIMETERS
 DQ8452_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DQ8452_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ8452_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ8452+SATELLITE: SATELLITE OBSERVATIONS - October 24, 2022
 DQ8452_ROD/PIPE-DEPTH: 19.8 meters
 DQ8452
 DQ8452  HISTORY     - Date     Condition        Report By
 DQ8452  HISTORY     - 20161108 MONUMENTED       MNDT
 DQ8452  HISTORY     - 20221003 GOOD             MNDT
 DQ8452  HISTORY     - 20221024 GOOD             MNDT
 DQ8452
 DQ8452                          STATION DESCRIPTION
 DQ8452
 DQ8452'DESCRIBED BY MN DEPT OF TRANSP 2016
 DQ8452'THE MARK IS LOCATED ABOUT 1.3 MI (2.1 KM) NORTH-NORTHWEST OF GARRISON.
 DQ8452'TO REACH THE MARK GO 1.45 MI (2.33 KM) NORTHWEST ALONG TRUNK HIGHWAY
 DQ8452'18 FROM THE JUNCTION OF TRUNK HIGHWAY 18 AND TRUNK HIGHWAY 169 IN
 DQ8452'GARRISON, AT TRUNK HIGHWAY 18 MILE POINT 19.0.
 DQ8452'
 DQ8452'THE MARK IS LOCATED 76.5 FT (23.3 M) SOUTHWEST OF TRUNK HIGHWAY 18,
 DQ8452'54.9 FT (16.7 M) NORTH OF COUNTY ROAD 10, 22.6 FT (6.9 M) NORTHWEST OF
 DQ8452'A POWER POLE, 1.5 FT (0.5 M) NORTHEAST OF A WITNESS POST.
 DQ8452'
 DQ8452'NOTE-THE STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM ROD
 DQ8452'DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION REMOVABLE DISK
 DQ8452'SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH PVC
 DQ8452'PIPE BACK FILLED WITH WASHED SAND.
 DQ8452
 DQ8452                          STATION RECOVERY (2022)
 DQ8452
 DQ8452'RECOVERY NOTE BY MN DEPT OF TRANSP 2022 (DAS)
 DQ8452'RECOVERED AS DESCRIBED.
 DQ8452
 DQ8452                          STATION RECOVERY (2022)
 DQ8452
 DQ8452'RECOVERY NOTE BY MN DEPT OF TRANSP 2022 (MAS)
 DQ8452'1.3 MI (2.1 KM) NORTH-NORTHWEST OF GARRISON, 1.45 MI (2.33 KM)
 DQ8452'NORTHWEST ALONG TRUNK HIGHWAY 18 FROM THE JUNCTION OF TRUNK HIGHWAY 18
 DQ8452'AND TRUNK HIGHWAY 169 IN GARRISON, AT TRUNK HIGHWAY 18 MILE POINT
 DQ8452'19.0, 76.5 FT (23.3 M) SOUTHWEST OF TRUNK HIGHWAY 18, 54.9 FT (16.7 M)
 DQ8452'NORTH OF COUNTY ROAD 10, 22.6 FT (6.9 M) NORTHWEST OF A POWER POLE,
 DQ8452'1.5 FT (0.5 M) NORTHEAST OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 RN1738 ***********************************************************************
 RN1738  DESIGNATION -  1804 B
 RN1738  PID         -  RN1738
 RN1738  STATE/COUNTY-  MN/CROW WING
 RN1738  COUNTRY     -  US
 RN1738  USGS QUAD   -  GARRISON (2019)
 RN1738
 RN1738                         *CURRENT SURVEY CONTROL
 RN1738  ______________________________________________________________________
 RN1738* NAD 83(2011) POSITION- 46 18 24.46009(N) 093 48 54.52866(W)   ADJUSTED
 RN1738* NAD 83(2011) ELLIP HT-   355.963 (meters)        (06/27/12)   ADJUSTED
 RN1738* NAD 83(2011) EPOCH   -  2010.00
 RN1738* NAVD 88 ORTHO HEIGHT -   383.414 (meters)     1257.92  (feet) ADJUSTED
 RN1738  ______________________________________________________________________
 RN1738  GEOID HEIGHT    -        -27.468 (meters)                     GEOID18
 RN1738  NAD 83(2011) X  -   -293,695.461 (meters)                     COMP
 RN1738  NAD 83(2011) Y  - -4,404,190.366 (meters)                     COMP
 RN1738  NAD 83(2011) Z  -  4,589,128.043 (meters)                     COMP
 RN1738  LAPLACE CORR    -         -3.79  (seconds)                    DEFLEC18
 RN1738  DYNAMIC HEIGHT  -        383.424 (meters)     1257.95  (feet) COMP
 RN1738  MODELED GRAVITY -    980,629.3   (mgal)                       NAVD 88
 RN1738
 RN1738  VERT ORDER      -  SECOND    CLASS I
 RN1738
 RN1738  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 RN1738  Standards:
 RN1738         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 RN1738            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 RN1738  -------------------------------------------------------------------
 RN1738  NETWORK    1.82   1.59           0.86   0.53   0.81     -0.28243856
 RN1738  -------------------------------------------------------------------
 RN1738  Click here for local accuracies and other accuracy information.
 RN1738
 RN1738.The horizontal coordinates were established by GPS observations
 RN1738.and adjusted by the National Geodetic Survey in June 2012.
 RN1738
 RN1738.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 RN1738.been affixed to the stable North American tectonic plate. See 
 RN1738.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 RN1738
 RN1738.The horizontal coordinates are valid at the epoch date displayed above
 RN1738.which is a decimal equivalence of Year/Month/Day.
 RN1738
 RN1738.The orthometric height was determined by differential leveling and
 RN1738.adjusted by the NATIONAL GEODETIC SURVEY
 RN1738.in April 2021.
 RN1738
 RN1738.Significant digits in the geoid height do not necessarily reflect accuracy.
 RN1738.GEOID18 height accuracy estimate available here.
 RN1738
 RN1738.Click photographs - Photos may exist for this station.
 RN1738
 RN1738.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 RN1738
 RN1738.The Laplace correction was computed from DEFLEC18 derived deflections.
 RN1738
 RN1738.The ellipsoidal height was determined by GPS observations
 RN1738.and is referenced to NAD 83.
 RN1738
 RN1738.The dynamic height is computed by dividing the NAVD 88
 RN1738.geopotential number by the normal gravity value computed on the
 RN1738.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RN1738.degrees latitude (g = 980.6199 gals.).
 RN1738
 RN1738.The modeled gravity was interpolated from observed gravity values.
 RN1738
 RN1738. The following values were computed from the NAD 83(2011) position.
 RN1738
 RN1738;                    North         East     Units Scale Factor Converg.
 RN1738;SPC MN C     -   245,337.000   833,495.725   MT  0.99992214   +0 18 52.4
 RN1738;SPC MN C     -   804,909.81  2,734,560.56   sFT  0.99992214   +0 18 52.4
 RN1738;UTM  15      - 5,128,458.237   437,231.144   MT  0.99964843   -0 35 21.9
 RN1738
 RN1738!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RN1738!SPC MN C     -   0.99994420  x   0.99992214  =   0.99986635
 RN1738!UTM  15      -   0.99994420  x   0.99964843  =   0.99959265
 RN1738
 RN1738:                Primary Azimuth Mark                     Grid Az
 RN1738:SPC MN C     -  1804 D                                   209 42 54.9
 RN1738:UTM  15      -  1804 D                                   210 37 09.2
 RN1738
 RN1738_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVM3723128458(NAD 83)
 RN1738
 RN1738|---------------------------------------------------------------------|
 RN1738| PID    Reference Object                     Distance      Geod. Az  |
 RN1738|                                                           dddmmss.s |
 RN1738| RN1737 1804 D                              APPROX. 0.8 KM 2100147.3 |
 RN1738|---------------------------------------------------------------------|
 RN1738
 RN1738                          SUPERSEDED SURVEY CONTROL
 RN1738
 RN1738  NAD 83(2007)-  46 18 24.46016(N)    093 48 54.52977(W) AD(2002.00) 1
 RN1738  ELLIP H (07/07/09)  355.987  (m)                       GP(2002.00) 3 2
 RN1738  NAD 83(1996)-  46 18 24.45998(N)    093 48 54.52918(W) AD(       ) 1
 RN1738  ELLIP H (12/20/05)  356.041  (m)                       GP(       ) 3 2
 RN1738  NAVD 88             383.42   (m)         1257.9    (f) LEVELING    3  
 RN1738  NAVD 88 (06/15/91)  383.421  (m)         1257.94   (f) SUPERSEDED  2 1
 RN1738
 RN1738.Superseded values are not recommended for survey control.
 RN1738
 RN1738.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RN1738.See file dsdata.pdf to determine how the superseded data were derived.
 RN1738
 RN1738_MARKER: DV = VERTICAL CONTROL DISK
 RN1738_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 RN1738+WITH SETTING: PAVEMENT
 RN1738_SP_SET: FOOTING
 RN1738_STAMPING: 1804 B 1978
 RN1738_MARK LOGO: MNHD
 RN1738_MAGNETIC: N = NO MAGNETIC MATERIAL
 RN1738_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RN1738+STABILITY: SURFACE MOTION
 RN1738_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 RN1738+SATELLITE: SATELLITE OBSERVATIONS - July 30, 2019
 RN1738
 RN1738  HISTORY     - Date     Condition        Report By
 RN1738  HISTORY     - 1978     MONUMENTED       MNHD
 RN1738  HISTORY     - 19990518 GOOD             MNDT
 RN1738  HISTORY     - 20050727 GOOD             MNDT
 RN1738  HISTORY     - 20160927 GOOD             MNDT
 RN1738  HISTORY     - 20190730 GOOD             MNDT
 RN1738
 RN1738                          STATION DESCRIPTION
 RN1738
 RN1738'DESCRIBED BY MN HIGHWAY DEPT 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
 RN1738
 RN1738                          STATION RECOVERY (2016)
 RN1738
 RN1738'RECOVERY NOTE BY MN DEPT OF TRANSP 2016 (KMS)
 RN1738'RECOVERED AS DESCRIBED.
 RN1738
 RN1738                          STATION RECOVERY (2019)
 RN1738
 RN1738'RECOVERY NOTE BY MN DEPT OF TRANSP 2019 (DAS)
 RN1738'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DQ8448 ***********************************************************************
 DQ8448  DESIGNATION -  1804 E
 DQ8448  PID         -  DQ8448
 DQ8448  STATE/COUNTY-  MN/CROW WING
 DQ8448  COUNTRY     -  US
 DQ8448  USGS QUAD   -  GARRISON (2019)
 DQ8448
 DQ8448                         *CURRENT SURVEY CONTROL
 DQ8448  ______________________________________________________________________
 DQ8448* NAD 83(1986) POSITION- 46 18 29.74   (N) 093 48 50.80   (W)   HD_HELD1
 DQ8448* NAVD 88 ORTHO HEIGHT -   386.495 (meters)     1268.03  (feet) ADJUSTED
 DQ8448  ______________________________________________________________________
 DQ8448  GEOID HEIGHT    -        -27.473 (meters)                     GEOID18
 DQ8448  DYNAMIC HEIGHT  -        386.505 (meters)     1268.06  (feet) COMP
 DQ8448  MODELED GRAVITY -    980,629.0   (mgal)                       NAVD 88
 DQ8448
 DQ8448  VERT ORDER      -  SECOND    CLASS I
 DQ8448
 DQ8448.The horizontal coordinates were determined by differentially corrected
 DQ8448.hand held GPS observations or other comparable positioning techniques
 DQ8448.and have an estimated accuracy of +/- 3 meters.
 DQ8448
 DQ8448.The orthometric height was determined by differential leveling and
 DQ8448.adjusted by the NATIONAL GEODETIC SURVEY
 DQ8448.in April 2021.
 DQ8448
 DQ8448.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ8448.GEOID18 height accuracy estimate available here.
 DQ8448
 DQ8448.Click photographs - Photos may exist for this station.
 DQ8448
 DQ8448.The dynamic height is computed by dividing the NAVD 88
 DQ8448.geopotential number by the normal gravity value computed on the
 DQ8448.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ8448.degrees latitude (g = 980.6199 gals.).
 DQ8448
 DQ8448.The modeled gravity was interpolated from observed gravity values.
 DQ8448
 DQ8448;                    North         East    Units  Estimated Accuracy
 DQ8448;SPC MN C     -   245,500.5     833,574.6     MT  (+/- 3 meters HH1 GPS) 
 DQ8448
 DQ8448_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVM3731228620(NAD 83)
 DQ8448
 DQ8448                          SUPERSEDED SURVEY CONTROL
 DQ8448
 DQ8448.No superseded survey control is available for this station.
 DQ8448
 DQ8448_MARKER: I = METAL ROD
 DQ8448_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DQ8448_STAMPING: 1804 E 2016
 DQ8448_MARK LOGO: MNDT
 DQ8448_PROJECTION: RECESSED 5 CENTIMETERS
 DQ8448_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DQ8448_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ8448_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ8448+SATELLITE: SATELLITE OBSERVATIONS - October 12, 2022
 DQ8448_ROD/PIPE-DEPTH: 15.5 meters
 DQ8448
 DQ8448  HISTORY     - Date     Condition        Report By
 DQ8448  HISTORY     - 20161108 MONUMENTED       MNDT
 DQ8448  HISTORY     - 20190730 GOOD             MNDT
 DQ8448  HISTORY     - 20221012 GOOD             MNDT
 DQ8448
 DQ8448                          STATION DESCRIPTION
 DQ8448
 DQ8448'DESCRIBED BY MN DEPT OF TRANSP 2016
 DQ8448'THE MARK IS LOCATED ABOUT IN GARRISON.
 DQ8448'
 DQ8448'TO REACH THE MARK GO 1.0 MI (1.6 KM) NORTHEAST ALONG TRUNK HIGHWAY
 DQ8448'169/TRUNK HIGHWAY 18 FROM THE JUNCTION OF TRUNK HIGHWAY 169 AND TRUNK
 DQ8448'HIGHWAY 18 IN GARRISON, AT TRUNK HIGHWAY 169 MILE POINT 234.85.
 DQ8448'
 DQ8448'THE MARK IS LOCATED 74.7 FT (22.8 M) WEST-NORTHWEST OF TRUNK HIGHWAY
 DQ8448'169/TRUNK HIGHWAY 18, 24.0 FT (7.3 M) WEST OF A RIGHT-OF-WAY POST,
 DQ8448'15.5 FT (4.7 M) NORTH-NORTHEAST OF A RIGHT-OF-WAY POST, 1.5 FT (0.5 M)
 DQ8448'EAST-SOUTHEAST OF A WITNESS POST.
 DQ8448'
 DQ8448'NOTE-THE STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM ROD
 DQ8448'DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION REMOVABLE DISK
 DQ8448'SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH PVC
 DQ8448'PIPE BACK FILLED WITH WASHED SAND.
 DQ8448
 DQ8448                          STATION RECOVERY (2019)
 DQ8448
 DQ8448'RECOVERY NOTE BY MN DEPT OF TRANSP 2019 (DAS)
 DQ8448'RECOVERED IN GOOD CONDITION.
 DQ8448
 DQ8448                          STATION RECOVERY (2022)
 DQ8448
 DQ8448'RECOVERY NOTE BY MN DEPT OF TRANSP 2022 (MAS)
 DQ8448'IN GARRISON, 1.0 MI (1.6 KM) NORTHEAST ALONG TRUNK HIGHWAY 169/TRUNK
 DQ8448'HIGHWAY 18 FROM THE JUNCTION OF TRUNK HIGHWAY 169 AND TRUNK HIGHWAY 18
 DQ8448'IN GARRISON, AT TRUNK HIGHWAY 169 MILE POINT 234.85, 74.7 FT (22.8 M)
 DQ8448'WEST-NORTHWEST OF TRUNK HIGHWAY 169/TRUNK HIGHWAY 18, 15.5 FT (4.7 M)
 DQ8448'NORTH-NORTHEAST OF A RIGHT-OF-WAY POST, 1.5 FT (0.5 M) EAST-SOUTHEAST
 DQ8448'OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DQ8469 ***********************************************************************
 DQ8469  DESIGNATION -  1804 F
 DQ8469  PID         -  DQ8469
 DQ8469  STATE/COUNTY-  MN/CROW WING
 DQ8469  COUNTRY     -  US
 DQ8469  USGS QUAD   -  GARRISON (2019)
 DQ8469
 DQ8469                         *CURRENT SURVEY CONTROL
 DQ8469  ______________________________________________________________________
 DQ8469* NAD 83(1986) POSITION- 46 17 09.79   (N) 093 49 18.75   (W)   HD_HELD1
 DQ8469* NAVD 88 ORTHO HEIGHT -   384.188 (meters)     1260.46  (feet) ADJUSTED
 DQ8469  ______________________________________________________________________
 DQ8469  GEOID HEIGHT    -        -27.402 (meters)                     GEOID18
 DQ8469  DYNAMIC HEIGHT  -        384.200 (meters)     1260.50  (feet) COMP
 DQ8469  MODELED GRAVITY -    980,633.7   (mgal)                       NAVD 88
 DQ8469
 DQ8469  VERT ORDER      -  SECOND    CLASS I
 DQ8469
 DQ8469.The horizontal coordinates were determined by differentially corrected
 DQ8469.hand held GPS observations or other comparable positioning techniques
 DQ8469.and have an estimated accuracy of +/- 3 meters.
 DQ8469
 DQ8469.The orthometric height was determined by differential leveling and
 DQ8469.adjusted by the NATIONAL GEODETIC SURVEY
 DQ8469.in April 2021.
 DQ8469
 DQ8469.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ8469.GEOID18 height accuracy estimate available here.
 DQ8469
 DQ8469.Click photographs - Photos may exist for this station.
 DQ8469
 DQ8469.The dynamic height is computed by dividing the NAVD 88
 DQ8469.geopotential number by the normal gravity value computed on the
 DQ8469.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ8469.degrees latitude (g = 980.6199 gals.).
 DQ8469
 DQ8469.The modeled gravity was interpolated from observed gravity values.
 DQ8469
 DQ8469;                    North         East    Units  Estimated Accuracy
 DQ8469;SPC MN C     -   243,028.8     832,989.9     MT  (+/- 3 meters HH1 GPS) 
 DQ8469
 DQ8469_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVM3668926158(NAD 83)
 DQ8469
 DQ8469                          SUPERSEDED SURVEY CONTROL
 DQ8469
 DQ8469.No superseded survey control is available for this station.
 DQ8469
 DQ8469_MARKER: I = METAL ROD
 DQ8469_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DQ8469_STAMPING: 1804 F 2016
 DQ8469_MARK LOGO: MNDT
 DQ8469_PROJECTION: RECESSED 5 CENTIMETERS
 DQ8469_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DQ8469_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ8469_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ8469+SATELLITE: SATELLITE OBSERVATIONS - October 12, 2022
 DQ8469_ROD/PIPE-DEPTH: 17.1 meters
 DQ8469
 DQ8469  HISTORY     - Date     Condition        Report By
 DQ8469  HISTORY     - 20161108 MONUMENTED       MNDT
 DQ8469  HISTORY     - 20221012 GOOD             MNDT
 DQ8469
 DQ8469                          STATION DESCRIPTION
 DQ8469
 DQ8469'DESCRIBED BY MN DEPT OF TRANSP 2016
 DQ8469'THE MARK IS LOCATED ABOUT 0.9 MI (1.4 KM) SOUTH OF GARRISON.
 DQ8469'
 DQ8469'TO REACH THE MARK GO 0.7 MI (1.1 KM) SOUTH ALONG TRUNK HIGHWAY 169
 DQ8469'FROM THE JUNCTION OF TRUNK HIGHWAY 169 AND TRUNK HIGHWAY 18 IN
 DQ8469'GARRISON, AT TRUNK HIGHWAY 169 MILE POINT 233.1.
 DQ8469'
 DQ8469'THE MARK IS LOCATED 52.3 FT (15.9 M) NORTHEAST OF NORTHBOUND TRUNK
 DQ8469'HIGHWAY 169, 47.5 FT (14.5 M) NORTHWEST OF DRIVEWAY NUMBER 8906
 DQ8469'(PUBLIC WATER ACCESS), 1.5 FT (0.5 M) SOUTHWEST OF A WITNESS POST.
 DQ8469'
 DQ8469'NOTE-THE STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM ROD
 DQ8469'DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION REMOVABLE DISK
 DQ8469'SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH PVC
 DQ8469'PIPE BACK FILLED WITH WASHED SAND.
 DQ8469
 DQ8469                          STATION RECOVERY (2022)
 DQ8469
 DQ8469'RECOVERY NOTE BY MN DEPT OF TRANSP 2022 (MAS)
 DQ8469'0.9 MI (1.4 KM) SOUTH OF GARRISON, 0.7 MI (1.1 KM) SOUTH ALONG TRUNK
 DQ8469'HIGHWAY 169 FROM THE JUNCTION OF TRUNK HIGHWAY 169 AND TRUNK HIGHWAY
 DQ8469'18 IN GARRISON, AT TRUNK HIGHWAY 169 MILE POINT 233.1, 52.3 FT (15.9
 DQ8469'M) NORTHEAST OF NORTHBOUND TRUNK HIGHWAY 169, 47.5 FT (14.5 M)
 DQ8469'NORTHWEST OF DRIVEWAY NUMBER 8906 (PUBLIC WATER ACCESS), 1.5 FT (0.5
 DQ8469'M) SOUTHWEST OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 RO0216 ***********************************************************************
 RO0216  DESIGNATION -  1805 A
 RO0216  PID         -  RO0216
 RO0216  STATE/COUNTY-  MN/CROW WING
 RO0216  COUNTRY     -  US
 RO0216  USGS QUAD   -  BAXTER (2019)
 RO0216
 RO0216                         *CURRENT SURVEY CONTROL
 RO0216  ______________________________________________________________________
 RO0216* NAD 83(1986) POSITION- 46 20 24.     (N) 094 18 30.     (W)   SCALED
 RO0216* NAVD 88 ORTHO HEIGHT -   365.764 (meters)     1200.01  (feet) ADJUSTED
 RO0216  ______________________________________________________________________
 RO0216  GEOID HEIGHT    -        -27.205 (meters)                     GEOID18
 RO0216  DYNAMIC HEIGHT  -        365.777 (meters)     1200.05  (feet) COMP
 RO0216  MODELED GRAVITY -    980,640.0   (mgal)                       NAVD 88
 RO0216
 RO0216  VERT ORDER      -  SECOND    CLASS I
 RO0216
 RO0216.The horizontal coordinates were scaled from a map and have
 RO0216.an estimated accuracy of +/- 6 seconds.
 RO0216
 RO0216.The orthometric height was determined by differential leveling and
 RO0216.adjusted by the NATIONAL GEODETIC SURVEY
 RO0216.in June 1991.
 RO0216
 RO0216.Significant digits in the geoid height do not necessarily reflect accuracy.
 RO0216.GEOID18 height accuracy estimate available here.
 RO0216
 RO0216.Click photographs - Photos may exist for this station.
 RO0216
 RO0216.The dynamic height is computed by dividing the NAVD 88
 RO0216.geopotential number by the normal gravity value computed on the
 RO0216.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RO0216.degrees latitude (g = 980.6199 gals.).
 RO0216
 RO0216.The modeled gravity was interpolated from observed gravity values.
 RO0216
 RO0216;                    North         East    Units  Estimated Accuracy
 RO0216;SPC MN C     -   248,940.      795,510.      MT  (+/- 180 meters Scaled)
 RO0216
 RO0216_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUM993326(NAD 83)
 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
 RO0216.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RO0216.See file dsdata.pdf to determine how the superseded data were derived.
 RO0216
 RO0216_MARKER: DV = VERTICAL CONTROL DISK
 RO0216_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 RO0216_STAMPING: 1805 A 1973
 RO0216_MARK LOGO: MNHD
 RO0216_PROJECTION: FLUSH
 RO0216_MAGNETIC: I = MARKER IS A STEEL ROD
 RO0216_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RO0216_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 RO0216+SATELLITE: SATELLITE OBSERVATIONS - June 07, 2006
 RO0216
 RO0216  HISTORY     - Date     Condition        Report By
 RO0216  HISTORY     - 1973     MONUMENTED       MNHD
 RO0216  HISTORY     - 20000705 GOOD             MNDT
 RO0216  HISTORY     - 20060607 GOOD             MNDT
 RO0216
 RO0216                          STATION DESCRIPTION
 RO0216
 RO0216'DESCRIBED BY MN HIGHWAY DEPT 1973
 RO0216'IN BAXTER.
 RO0216'THE MARK IS 3.2 MILES MEASURED WESTERLY ALONG TRUNK HIGHWAY 210 FROM
 RO0216'THE JUNCTION OF TRUNK HIGHWAYS 210 AND 371 (1 MILE WEST OF BRAINERD)
 RO0216'AT MILEPOST 117.2.  IT IS 46.7 FEET SOUTH OF THE SOUTH RAIL OF THE
 RO0216'BURLINGTON NORTHERN RAILROAD, 32.4 FEET SOUTHEAST OF RAILROAD SIGN
 RO0216'STATION ONE MILE, 105 FEET SOUTHEAST OF RAILROAD MILEPOST 124, 103
 RO0216'FEET WEST OF DRIVEWAY, 166 FEET NORTHWEST OF NORTHWEST CORNER OF
 RO0216'ONE-STORY FRAME HOUSE, AND 1.2 FEET NORTH OF CORNER FENCE POST.  IT IS
 RO0216'0.7 FOOT NORTH OF A STEEL WITNESS POST.  THE MARK IS CRIMPED ON TOP OF
 RO0216'A 5/8 INCH DIAMETER BY 48 FOOT LONG COPPER-COATED STEEL ROD (MAGNETIC)
 RO0216'DRIVEN FLUSH WITH THE GROUND.  ALL DISTANCES ARE WITH RESPECT TO
 RO0216'CENTERLINE UNLESS OTHERWISE SHOWN.  NE 1/4 SECTION 15, T 133N, R 29W.
 RO0216
 RO0216                          STATION RECOVERY (2000)
 RO0216
 RO0216'RECOVERY NOTE BY MN DEPT OF TRANSP 2000 (DGH)
 RO0216'THE MARK WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.  THE MARK IS AT
 RO0216'TH 210 MP 117.35, NOT GPSABLE.
 RO0216
 RO0216                          STATION RECOVERY (2006)
 RO0216
 RO0216'RECOVERY NOTE BY MN DEPT OF TRANSP 2006 (VC)
 RO0216'THE MARK IS AT BAXTER, 3.2 MILES (5.1 KM) WEST OF WEST JUNCTION OF
 RO0216'TRUNK HIGHWAY 210 AND TRUNK HIGHWAY 371 AT BRAINERD, AT TRUNK HIGHWAY
 RO0216'210 MILE POINT 117.3,
 RO0216'
 RO0216'46.7 FEET (14.2 M) SOUTH OF SOUTH RAIL OF RAILROAD, 32.4 FEET (9.9 M)
 RO0216'SOUTHEAST OF STATION 1 MILES (1.6 KM) SIGN, 105 FEET (32.0 M)
 RO0216'SOUTHEAST OF RAILROAD MILEPOST 124, 103 FEET (31.4 M) WEST OF DRIVEWAY
 RO0216'NUMBER 4445, 166 FEET (50.6 M) NORTHWEST OF THE NORTHWEST CORNER OF
 RO0216'HOUSE, 1.2 FEET (0.4 M) NORTH OF A FENCE CORNER, 0.7 FEET (21.3 CM)
 RO0216'NORTH OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DG5924 ***********************************************************************
 DG5924  DESIGNATION -  1805 J
 DG5924  PID         -  DG5924
 DG5924  STATE/COUNTY-  MN/CROW WING
 DG5924  COUNTRY     -  US
 DG5924  USGS QUAD   -  BRAINERD (2019)
 DG5924
 DG5924                         *CURRENT SURVEY CONTROL
 DG5924  ______________________________________________________________________
 DG5924* NAD 83(1986) POSITION- 46 21 28.50   (N) 094 12 44.88   (W)   HD_HELD1
 DG5924* NAVD 88 ORTHO HEIGHT -   366.016 (meters)     1200.84  (feet) ADJUSTED
 DG5924  ______________________________________________________________________
 DG5924  GEOID HEIGHT    -        -27.297 (meters)                     GEOID18
 DG5924  DYNAMIC HEIGHT  -        366.029 (meters)     1200.88  (feet) COMP
 DG5924  MODELED GRAVITY -    980,639.8   (mgal)                       NAVD 88
 DG5924
 DG5924  VERT ORDER      -  SECOND    CLASS I
 DG5924
 DG5924.The horizontal coordinates were determined by differentially corrected
 DG5924.hand held GPS observations or other comparable positioning techniques
 DG5924.and have an estimated accuracy of +/- 3 meters.
 DG5924
 DG5924.The orthometric height was determined by differential leveling and
 DG5924.adjusted by the NATIONAL GEODETIC SURVEY
 DG5924.in December 2004.
 DG5924
 DG5924.Significant digits in the geoid height do not necessarily reflect accuracy.
 DG5924.GEOID18 height accuracy estimate available here.
 DG5924
 DG5924.Click photographs - Photos may exist for this station.
 DG5924
 DG5924.The dynamic height is computed by dividing the NAVD 88
 DG5924.geopotential number by the normal gravity value computed on the
 DG5924.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DG5924.degrees latitude (g = 980.6199 gals.).
 DG5924
 DG5924.The modeled gravity was interpolated from observed gravity values.
 DG5924
 DG5924;                    North         East    Units  Estimated Accuracy
 DG5924;SPC MN C     -   250,927.9     802,888.4     MT  (+/- 3 meters HH1 GPS) 
 DG5924
 DG5924_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVM0672334530(NAD 83)
 DG5924
 DG5924                          SUPERSEDED SURVEY CONTROL
 DG5924
 DG5924.No superseded survey control is available for this station.
 DG5924
 DG5924_MARKER: DV = VERTICAL CONTROL DISK
 DG5924_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DG5924_SP_SET: BRIDGE ABUTMENT
 DG5924_STAMPING: 1805 J 2000
 DG5924_MARK LOGO: MNDT
 DG5924_MAGNETIC: N = NO MAGNETIC MATERIAL
 DG5924_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DG5924_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DG5924+SATELLITE: SATELLITE OBSERVATIONS - October 29, 2019
 DG5924
 DG5924  HISTORY     - Date     Condition        Report By
 DG5924  HISTORY     - 1984     MONUMENTED       MNDT
 DG5924  HISTORY     - 20000601 GOOD             MNDT
 DG5924  HISTORY     - 20060612 GOOD             MNDT
 DG5924  HISTORY     - 20191029 GOOD             MNDT
 DG5924
 DG5924                          STATION DESCRIPTION
 DG5924
 DG5924'DESCRIBED BY MN DEPT OF TRANSP 2000 (WAS)
 DG5924'IN BRAINERD, IN ABUTMENT AT SW COR OF TH 210 BRIDGE NO 5060 OVER
 DG5924'MISSISSIPPI RIVER, 21.0 FT (6.4 M) SOUTH OF EB TH 210, NOT MAGNETIC.
 DG5924'DISK SET IN BRIDGE WHEN BUILT IN 1984, STAMPED 2000.
 DG5924
 DG5924                          STATION RECOVERY (2006)
 DG5924
 DG5924'RECOVERY NOTE BY MN DEPT OF TRANSP 2006 (WAS)
 DG5924'RECOVERED AS DESCRIBED.
 DG5924
 DG5924                          STATION RECOVERY (2019)
 DG5924
 DG5924'RECOVERY NOTE BY MN DEPT OF TRANSP 2019 (MAS)
 DG5924'IN BRAINERD, 0.55 MI (0.88 KM) WEST ALONG TRUNK HIGHWAY 210 FROM THE
 DG5924'JUNCTION OF TRUNK HIGHWAY 210 AND BUSINESS 371 IN BRAINERD, AT TRUNK
 DG5924'HIGHWAY 210 MILE POINT 122.15, IN THE ABUTMENT AT THE SOUTHWEST CORNER
 DG5924'OF TRUNK HIGHWAY 210 BRIDGE NUMBER 5060 OVER THE MISSISSIPPI RIVER,
 DG5924'21.0 FT (6.4 M) SOUTH OF EASTBOUND TRUNK HIGHWAY 210.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DG5922 ***********************************************************************
 DG5922  DESIGNATION -  1805 K
 DG5922  PID         -  DG5922
 DG5922  STATE/COUNTY-  MN/CROW WING
 DG5922  COUNTRY     -  US
 DG5922  USGS QUAD   -  BRAINERD (2019)
 DG5922
 DG5922                         *CURRENT SURVEY CONTROL
 DG5922  ______________________________________________________________________
 DG5922* NAD 83(1986) POSITION- 46 21 20.17   (N) 094 12 32.73   (W)   HD_HELD1
 DG5922* NAVD 88 ORTHO HEIGHT -   370.425 (meters)     1215.30  (feet) ADJUSTED
 DG5922  ______________________________________________________________________
 DG5922  GEOID HEIGHT    -        -27.292 (meters)                     GEOID18
 DG5922  DYNAMIC HEIGHT  -        370.438 (meters)     1215.35  (feet) COMP
 DG5922  MODELED GRAVITY -    980,639.8   (mgal)                       NAVD 88
 DG5922
 DG5922  VERT ORDER      -  SECOND    CLASS I
 DG5922
 DG5922.The horizontal coordinates were determined by differentially corrected
 DG5922.hand held GPS observations or other comparable positioning techniques
 DG5922.and have an estimated accuracy of +/- 3 meters.
 DG5922
 DG5922.The orthometric height was determined by differential leveling and
 DG5922.adjusted by the NATIONAL GEODETIC SURVEY
 DG5922.in December 2004.
 DG5922
 DG5922.Significant digits in the geoid height do not necessarily reflect accuracy.
 DG5922.GEOID18 height accuracy estimate available here.
 DG5922
 DG5922.Click photographs - Photos may exist for this station.
 DG5922
 DG5922.The dynamic height is computed by dividing the NAVD 88
 DG5922.geopotential number by the normal gravity value computed on the
 DG5922.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DG5922.degrees latitude (g = 980.6199 gals.).
 DG5922
 DG5922.The modeled gravity was interpolated from observed gravity values.
 DG5922
 DG5922;                    North         East    Units  Estimated Accuracy
 DG5922;SPC MN C     -   250,670.9     803,148.3     MT  (+/- 3 meters HH1 GPS) 
 DG5922
 DG5922_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVM0697934268(NAD 83)
 DG5922
 DG5922                          SUPERSEDED SURVEY CONTROL
 DG5922
 DG5922.No superseded survey control is available for this station.
 DG5922
 DG5922_MARKER: DV = VERTICAL CONTROL DISK
 DG5922_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DG5922_SP_SET: ABUTMENT
 DG5922_STAMPING: 1805 K 2000
 DG5922_MARK LOGO: MNHD
 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 - August 16, 2023
 DG5922
 DG5922  HISTORY     - Date     Condition        Report By
 DG5922  HISTORY     - 1979     MONUMENTED       MNHD
 DG5922  HISTORY     - 20000601 GOOD             MNDT
 DG5922  HISTORY     - 20191029 GOOD             MNDT
 DG5922  HISTORY     - 20230816 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.
 DG5922
 DG5922                          STATION RECOVERY (2019)
 DG5922
 DG5922'RECOVERY NOTE BY MN DEPT OF TRANSP 2019 (MAS)
 DG5922'IN BRAINERD, 0.4 MI (0.6 KM) WEST ALONG LAUREL STREET FROM THE
 DG5922'JUNCTION OF LAUREL STREET AND BUSINESS 371 IN BRAINERD, IN THE RAILING
 DG5922'AT THE SOUTHEAST CORNER OF LAURAL STREET BRIDGE NUMBER 18509 OVER THE
 DG5922'MISSISSIPPI RIVER, 32.3 FT (9.8 M) SOUTH OF LAURAL STREET, THE BRIDGE
 DG5922'WAS SET BY THE CITY OF BRAINERD.
 DG5922
 DG5922                          STATION RECOVERY (2023)
 DG5922
 DG5922'RECOVERY NOTE BY MN DEPT OF TRANSP 2023 (MAS)
 DG5922'IN BRAINERD, 0.4 MI (0.6 KM) WEST ALONG LAUREL STREET FROM THE
 DG5922'JUNCTION OF LAUREL STREET AND BUSINESS 371 IN BRAINERD, IN THE RAILING
 DG5922'AT THE SOUTHEAST CORNER OF LAURAL STREET BRIDGE NUMBER 18509 OVER THE
 DG5922'MISSISSIPPI RIVER, 32.3 FT (9.8 M) SOUTH OF LAURAL STREET, THE BRIDGE
 DG5922'WAS SET BY THE CITY OF BRAINERD.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DG5923 ***********************************************************************
 DG5923  DESIGNATION -  1805 L
 DG5923  PID         -  DG5923
 DG5923  STATE/COUNTY-  MN/CROW WING
 DG5923  COUNTRY     -  US
 DG5923  USGS QUAD   -  BRAINERD (2019)
 DG5923
 DG5923                         *CURRENT SURVEY CONTROL
 DG5923  ______________________________________________________________________
 DG5923* NAD 83(1986) POSITION- 46 21 19.61   (N) 094 12 41.36   (W)   HD_HELD1
 DG5923* NAVD 88 ORTHO HEIGHT -   370.419 (meters)     1215.28  (feet) ADJUSTED
 DG5923  ______________________________________________________________________
 DG5923  GEOID HEIGHT    -        -27.290 (meters)                     GEOID18
 DG5923  DYNAMIC HEIGHT  -        370.432 (meters)     1215.33  (feet) COMP
 DG5923  MODELED GRAVITY -    980,639.8   (mgal)                       NAVD 88
 DG5923
 DG5923  VERT ORDER      -  SECOND    CLASS I
 DG5923
 DG5923.The horizontal coordinates were determined by differentially corrected
 DG5923.hand held GPS observations or other comparable positioning techniques
 DG5923.and have an estimated accuracy of +/- 3 meters.
 DG5923
 DG5923.The orthometric height was determined by differential leveling and
 DG5923.adjusted by the NATIONAL GEODETIC SURVEY
 DG5923.in December 2004.
 DG5923
 DG5923.Significant digits in the geoid height do not necessarily reflect accuracy.
 DG5923.GEOID18 height accuracy estimate available here.
 DG5923
 DG5923.Click photographs - Photos may exist for this station.
 DG5923
 DG5923.The dynamic height is computed by dividing the NAVD 88
 DG5923.geopotential number by the normal gravity value computed on the
 DG5923.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DG5923.degrees latitude (g = 980.6199 gals.).
 DG5923
 DG5923.The modeled gravity was interpolated from observed gravity values.
 DG5923
 DG5923;                    North         East    Units  Estimated Accuracy
 DG5923;SPC MN C     -   250,653.5     802,963.8     MT  (+/- 3 meters HH1 GPS) 
 DG5923
 DG5923_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVM0679434254(NAD 83)
 DG5923
 DG5923                          SUPERSEDED SURVEY CONTROL
 DG5923
 DG5923.No superseded survey control is available for this station.
 DG5923
 DG5923_MARKER: DV = VERTICAL CONTROL DISK
 DG5923_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DG5923_SP_SET: ABUTMENT
 DG5923_STAMPING: 1805 L 2000
 DG5923_MARK LOGO: MNHD
 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 - August 16, 2023
 DG5923
 DG5923  HISTORY     - Date     Condition        Report By
 DG5923  HISTORY     - 19790401 MONUMENTED       MNHD
 DG5923  HISTORY     - 20000601 GOOD             MNDT
 DG5923  HISTORY     - 20050912 GOOD             MNDT
 DG5923  HISTORY     - 20191029 GOOD             MNDT
 DG5923  HISTORY     - 20230816 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.
 DG5923
 DG5923                          STATION RECOVERY (2005)
 DG5923
 DG5923'RECOVERY NOTE BY MN DEPT OF TRANSP 2005 (KNB)
 DG5923'IN BRAINERD, IN RAILING AT SOUTHEAST CORNER OF LAURAL STREET BRIDGE
 DG5923'NUMBER 18509 OVER MISSISSIPPI RIVER, 32.7 FT (10.0 M) NORTH OF LAURAL
 DG5923'STREET, BRIDGE SET BY THE CITY OF BRAINERD.
 DG5923
 DG5923                          STATION RECOVERY (2019)
 DG5923
 DG5923'RECOVERY NOTE BY MN DEPT OF TRANSP 2019 (MAS)
 DG5923'IN BRAINERD, 0.55 MI (0.88 KM) WEST ALONG LAUREL STREET FROM THE
 DG5923'JUNCTION OF LAUREL STREET AND BUSINESS 371 IN BRAINERD, IN THE RAILING
 DG5923'IN NORTHWEST CORNER OF LAURAL STREET BRIDGE NUMBER 18509 OVER THE
 DG5923'MISSISSIPPI RIVER, 32.7 FT (10.0 M) NORTH OF LAURAL STREET.  THE
 DG5923'BRIDGE WAS SET BY THE CITY OF BRAINERD.
 DG5923
 DG5923                          STATION RECOVERY (2023)
 DG5923
 DG5923'RECOVERY NOTE BY MN DEPT OF TRANSP 2023 (MAS)
 DG5923'IN BRAINERD, 0.55 MI (0.88 KM) WEST ALONG LAUREL STREET FROM THE
 DG5923'JUNCTION OF LAUREL STREET AND BUSINESS 371 IN BRAINERD, IN THE RAILING
 DG5923'IN THE NORTHWEST CORNER OF LAURAL STREET BRIDGE NUMBER 18509 OVER THE
 DG5923'MISSISSIPPI RIVER, 32.7 FT (10.0 M) NORTH OF LAURAL STREET.  THE
 DG5923'BRIDGE WAS SET BY THE CITY OF BRAINERD.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DF8751 ***********************************************************************
 DF8751  DESIGNATION -  1805 N
 DF8751  PID         -  DF8751
 DF8751  STATE/COUNTY-  MN/CROW WING
 DF8751  COUNTRY     -  US
 DF8751  USGS QUAD   -  BRAINERD (2019)
 DF8751
 DF8751                         *CURRENT SURVEY CONTROL
 DF8751  ______________________________________________________________________
 DF8751* NAD 83(2011) POSITION- 46 21 14.73180(N) 094 14 20.54515(W)   ADJUSTED
 DF8751* NAD 83(2011) ELLIP HT-   338.110 (meters)        (06/27/12)   ADJUSTED
 DF8751* NAD 83(2011) EPOCH   -  2010.00
 DF8751* NAVD 88 ORTHO HEIGHT -   365.382 (meters)     1198.76  (feet) ADJUSTED
 DF8751  ______________________________________________________________________
 DF8751  GEOID HEIGHT    -        -27.273 (meters)                     GEOID18
 DF8751  NAD 83(2011) X  -   -325,988.778 (meters)                     COMP
 DF8751  NAD 83(2011) Y  - -4,398,091.965 (meters)                     COMP
 DF8751  NAD 83(2011) Z  -  4,592,745.626 (meters)                     COMP
 DF8751  LAPLACE CORR    -         -1.47  (seconds)                    DEFLEC18
 DF8751  DYNAMIC HEIGHT  -        365.396 (meters)     1198.80  (feet) COMP
 DF8751  MODELED GRAVITY -    980,640.3   (mgal)                       NAVD 88
 DF8751
 DF8751  VERT ORDER      -  SECOND    CLASS I
 DF8751
 DF8751  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DF8751  Standards:
 DF8751         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DF8751            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DF8751  -------------------------------------------------------------------
 DF8751  NETWORK    0.38   0.51           0.18   0.12   0.26      0.00036293
 DF8751  -------------------------------------------------------------------
 DF8751  Click here for local accuracies and other accuracy information.
 DF8751
 DF8751.The horizontal coordinates were established by GPS observations
 DF8751.and adjusted by the National Geodetic Survey in June 2012.
 DF8751
 DF8751.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DF8751.been affixed to the stable North American tectonic plate. See 
 DF8751.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DF8751
 DF8751.The horizontal coordinates are valid at the epoch date displayed above
 DF8751.which is a decimal equivalence of Year/Month/Day.
 DF8751
 DF8751.The orthometric height was determined by differential leveling and
 DF8751.adjusted by the NATIONAL GEODETIC SURVEY
 DF8751.in December 2004.
 DF8751
 DF8751.Significant digits in the geoid height do not necessarily reflect accuracy.
 DF8751.GEOID18 height accuracy estimate available here.
 DF8751
 DF8751.Click photographs - Photos may exist for this station.
 DF8751
 DF8751.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DF8751
 DF8751.The Laplace correction was computed from DEFLEC18 derived deflections.
 DF8751
 DF8751.The ellipsoidal height was determined by GPS observations
 DF8751.and is referenced to NAD 83.
 DF8751
 DF8751.The dynamic height is computed by dividing the NAVD 88
 DF8751.geopotential number by the normal gravity value computed on the
 DF8751.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DF8751.degrees latitude (g = 980.6199 gals.).
 DF8751
 DF8751.The modeled gravity was interpolated from observed gravity values.
 DF8751
 DF8751. The following values were computed from the NAD 83(2011) position.
 DF8751
 DF8751;                    North         East     Units Scale Factor Converg.
 DF8751;SPC MN C     -   250,502.206   800,843.475   MT  0.99992208   +0 00 28.5
 DF8751;SPC MN C     -   821,855.99  2,627,433.97   sFT  0.99992208   +0 00 28.5
 DF8751;UTM  15      - 5,134,136.708   404,672.427   MT  0.99971170   -0 53 48.0
 DF8751
 DF8751!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF8751!SPC MN C     -   0.99994700  x   0.99992208  =   0.99986908
 DF8751!UTM  15      -   0.99994700  x   0.99971170  =   0.99965872
 DF8751
 DF8751:                Primary Azimuth Mark                     Grid Az
 DF8751:SPC MN C     -  LAMP                                     220 51 46.4
 DF8751:UTM  15      -  LAMP                                     221 46 02.9
 DF8751
 DF8751_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVM0467234136(NAD 83)
 DF8751
 DF8751|---------------------------------------------------------------------|
 DF8751| PID    Reference Object                     Distance      Geod. Az  |
 DF8751|                                                           dddmmss.s |
 DF8751| RO0840 LAMP                                404.673 METERS 2205214.9 |
 DF8751|---------------------------------------------------------------------|
 DF8751
 DF8751                          SUPERSEDED SURVEY CONTROL
 DF8751
 DF8751  NAD 83(2007)-  46 21 14.73187(N)    094 14 20.54592(W) AD(2002.00) 0
 DF8751  ELLIP H (02/10/07)  338.145  (m)                       GP(2002.00)    
 DF8751  NAD 83(1996)-  46 21 14.73161(N)    094 14 20.54523(W) AD(       ) 1
 DF8751  ELLIP H (10/22/03)  338.175  (m)                       GP(       ) 4 1
 DF8751  NAVD 88             365.38   (m)         1198.8    (f) LEVELING    3  
 DF8751
 DF8751.Superseded values are not recommended for survey control.
 DF8751
 DF8751.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF8751.See file dsdata.pdf to determine how the superseded data were derived.
 DF8751
 DF8751_MARKER: DD = SURVEY DISK
 DF8751_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DF8751_STAMPING: 1805 N 2000
 DF8751_MARK LOGO: MNDT
 DF8751_PROJECTION: RECESSED 8 CENTIMETERS
 DF8751_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DF8751_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DF8751_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DF8751+SATELLITE: SATELLITE OBSERVATIONS - August 16, 2023
 DF8751_ROD/PIPE-DEPTH: 15.2 meters
 DF8751
 DF8751  HISTORY     - Date     Condition        Report By
 DF8751  HISTORY     - 20000401 MONUMENTED       MNDT
 DF8751  HISTORY     - 20000705 GOOD             MNDT
 DF8751  HISTORY     - 20050907 GOOD             MNDT
 DF8751  HISTORY     - 20060612 GOOD             MNDT
 DF8751  HISTORY     - 20060807 GOOD             USPSQD
 DF8751  HISTORY     - 20111031 GOOD             MNDT
 DF8751  HISTORY     - 20191029 GOOD             MNDT
 DF8751  HISTORY     - 20221114 GOOD             MNDT
 DF8751  HISTORY     - 20230816 GOOD             MNDT
 DF8751
 DF8751                          STATION DESCRIPTION
 DF8751
 DF8751'DESCRIBED BY MN DEPT OF TRANSP 2000 (DKH)
 DF8751'0.2 MI (0.3 KM) EAST ALONG TH 210 FROM THE JCT OF TH 371 IN BAXTER
 DF8751'THEN 0.10 MI (0.16 KM) NORTH ON GOLF COURSE DRIVE, 54 FT (16.5 M) EAST
 DF8751'OF GOLF COURSE DRIVE, 31.4 FT (9.6 M) NW OF NW CORNER OF TOWER
 DF8751'BUILDING NO B92405, 56.7 FT (17.3 M) SW OF P-POLE, 43.7 FT (13.3 M)
 DF8751'WEST OF NW COR OF FENCE, 2.1 FT (0.6 M) EAST OF WIT POST, RECESSED 3
 DF8751'INCHES, MAGNETIC.
 DF8751
 DF8751                          STATION RECOVERY (2000)
 DF8751
 DF8751'RECOVERY NOTE BY MN DEPT OF TRANSP 2000 (DGH)
 DF8751'IN BAXTER, 0.2 MI (0.3 KM) EAST ALONG TH 371 AND TH 210 FROM THE WEST
 DF8751'JCT OF TH 371 AND TH 210 IN BAXTER, THEN 0.10 MI (0.16 KM) NORTH ON
 DF8751'GOLF COURSE DRIVE, 54.0 FT (16.5 M) EAST OF GOLF COURSE DRIVE, 31.4 FT
 DF8751'(9.6 M) NW OF NW CORNER OF TOWER BUILDING NO B92405, 56.7 FT (17.3 M)
 DF8751'SW OF P-POLE, 43.7 FT (13.3 M) WEST OF NW COR OF FENCE, 2.1 FT (0.6 M)
 DF8751'EAST OF WIT POST, STA RECESSED 3 INCHES, MAGNETIC.
 DF8751
 DF8751                          STATION RECOVERY (2005)
 DF8751
 DF8751'RECOVERY NOTE BY MN DEPT OF TRANSP 2005 (KNB)
 DF8751'IN BAXTER, 0.2 MILE EAST ALONG TRUNK HIGHWAY 371 AND TRUNK HIGHWAY 210
 DF8751'FROM THE WEST JUNCTION OF TRUNK HIGHWAY 371 AND TRUNK HIGHWAY 210 IN
 DF8751'BAXTER, THEN 0.10 MILE NORTH ON GOLF COURSE DRIVE, 54 FEET EAST OF
 DF8751'GOLF COURSE DRIVE, 31.4 FEET NORTHWEST OF NORTHWEST CORNER OF TOWER
 DF8751'BUILDING NUMBER B92405, 56.7 FEET SOUTHWEST OF POWER POLE, 43.7 FEET
 DF8751'WEST OF NORTHWEST CORNER OF FENCE, 2.1 FEET EAST OF WITNESS POST
 DF8751
 DF8751                          STATION RECOVERY (2006)
 DF8751
 DF8751'RECOVERY NOTE BY MN DEPT OF TRANSP 2006 (WAS)
 DF8751'RECOVERED AS DESCRIBED.
 DF8751
 DF8751                          STATION RECOVERY (2006)
 DF8751
 DF8751'RECOVERY NOTE BY US POWER SQUADRON 2006 (RHO)
 DF8751'RECOVERED IN GOOD CONDITION.
 DF8751
 DF8751                          STATION RECOVERY (2011)
 DF8751
 DF8751'RECOVERY NOTE BY MN DEPT OF TRANSP 2011 (KMS)
 DF8751'NOW, 1.0 FOOT EAST OF WITNESS POST.
 DF8751
 DF8751                          STATION RECOVERY (2019)
 DF8751
 DF8751'RECOVERY NOTE BY MN DEPT OF TRANSP 2019 (MAS)
 DF8751'RECOVERED IN GOOD CONDITION.
 DF8751
 DF8751                          STATION RECOVERY (2022)
 DF8751
 DF8751'RECOVERY NOTE BY MN DEPT OF TRANSP 2022 (MAS)
 DF8751'RECOVERED AS DESCRIBED.
 DF8751
 DF8751                          STATION RECOVERY (2023)
 DF8751
 DF8751'RECOVERY NOTE BY MN DEPT OF TRANSP 2023 (TJD)
 DF8751'IN BAXTER, 0.2 MI (0.3 KM) EAST ALONG TRUNK HIGHWAY 371 AND TRUNK
 DF8751'HIGHWAY 210 FROM THE WEST JUNCTION OF TRUNK HIGHWAY 371 AND TRUNK
 DF8751'HIGHWAY 210 IN BAXTER, TO TRUNK HIGHWAY 210 MILE POINT 120.8, THEN
 DF8751'0.10 MI (0.16 KM) NORTH ON GOLF COURSE DRIVE, 54.0 FT (16.5 M) EAST OF
 DF8751'GOLF COURSE DRIVE, 31.4 FT (9.6 M) NORTHWEST OF THE NORTHWEST CORNER
 DF8751'OF TOWER BUILDING NUMBER B92405, 1.0 FT (0.3 M) EAST OF A WITNESS
 DF8751'POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DF8752 ***********************************************************************
 DF8752  DESIGNATION -  1805 Q
 DF8752  PID         -  DF8752
 DF8752  STATE/COUNTY-  MN/CROW WING
 DF8752  COUNTRY     -  US
 DF8752  USGS QUAD   -  BAXTER (2019)
 DF8752
 DF8752                         *CURRENT SURVEY CONTROL
 DF8752  ______________________________________________________________________
 DF8752* NAD 83(2011) POSITION- 46 20 49.93650(N) 094 16 18.29341(W)   ADJUSTED
 DF8752* NAD 83(2011) ELLIP HT-   340.419 (meters)        (06/27/12)   ADJUSTED
 DF8752* NAD 83(2011) EPOCH   -  2010.00
 DF8752* NAVD 88 ORTHO HEIGHT -   367.651 (meters)     1206.20  (feet) ADJUSTED
 DF8752  ______________________________________________________________________
 DF8752  GEOID HEIGHT    -        -27.239 (meters)                     GEOID18
 DF8752  NAD 83(2011) X  -   -328,540.803 (meters)                     COMP
 DF8752  NAD 83(2011) Y  - -4,398,459.213 (meters)                     COMP
 DF8752  NAD 83(2011) Z  -  4,592,218.811 (meters)                     COMP
 DF8752  LAPLACE CORR    -         -1.29  (seconds)                    DEFLEC18
 DF8752  DYNAMIC HEIGHT  -        367.665 (meters)     1206.25  (feet) COMP
 DF8752  MODELED GRAVITY -    980,641.3   (mgal)                       NAVD 88
 DF8752
 DF8752  VERT ORDER      -  SECOND    CLASS I
 DF8752
 DF8752  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DF8752  Standards:
 DF8752         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DF8752            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DF8752  -------------------------------------------------------------------
 DF8752  NETWORK    0.53   0.59           0.25   0.16   0.30     -0.00098763
 DF8752  -------------------------------------------------------------------
 DF8752  Click here for local accuracies and other accuracy information.
 DF8752
 DF8752.The horizontal coordinates were established by GPS observations
 DF8752.and adjusted by the National Geodetic Survey in June 2012.
 DF8752
 DF8752.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DF8752.been affixed to the stable North American tectonic plate. See 
 DF8752.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DF8752
 DF8752.The horizontal coordinates are valid at the epoch date displayed above
 DF8752.which is a decimal equivalence of Year/Month/Day.
 DF8752
 DF8752.The orthometric height was determined by differential leveling and
 DF8752.adjusted by the NATIONAL GEODETIC SURVEY
 DF8752.in December 2004.
 DF8752
 DF8752.Significant digits in the geoid height do not necessarily reflect accuracy.
 DF8752.GEOID18 height accuracy estimate available here.
 DF8752
 DF8752.Click photographs - Photos may exist for this station.
 DF8752
 DF8752.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DF8752
 DF8752.The Laplace correction was computed from DEFLEC18 derived deflections.
 DF8752
 DF8752.The ellipsoidal height was determined by GPS observations
 DF8752.and is referenced to NAD 83.
 DF8752
 DF8752.The dynamic height is computed by dividing the NAVD 88
 DF8752.geopotential number by the normal gravity value computed on the
 DF8752.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DF8752.degrees latitude (g = 980.6199 gals.).
 DF8752
 DF8752.The modeled gravity was interpolated from observed gravity values.
 DF8752
 DF8752. The following values were computed from the NAD 83(2011) position.
 DF8752
 DF8752;                    North         East     Units Scale Factor Converg.
 DF8752;SPC MN C     -   249,736.826   798,326.014   MT  0.99992205   -0 00 56.6
 DF8752;SPC MN C     -   819,344.90  2,619,174.60   sFT  0.99992205   -0 00 56.6
 DF8752;UTM  15      - 5,133,411.316   402,143.721   MT  0.99971771   -0 55 12.8
 DF8752
 DF8752!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF8752!SPC MN C     -   0.99994664  x   0.99992205  =   0.99986869
 DF8752!UTM  15      -   0.99994664  x   0.99971771  =   0.99966436
 DF8752
 DF8752:                Primary Azimuth Mark                     Grid Az
 DF8752:SPC MN C     -  1805 R                                   249 38 57.7
 DF8752:UTM  15      -  1805 R                                   250 33 13.9
 DF8752
 DF8752_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVM0214333411(NAD 83)
 DF8752
 DF8752|---------------------------------------------------------------------|
 DF8752| PID    Reference Object                     Distance      Geod. Az  |
 DF8752|                                                           dddmmss.s |
 DF8752| DF8753 1805 R                              APPROX. 1.3 KM 2493801.1 |
 DF8752|---------------------------------------------------------------------|
 DF8752
 DF8752                          SUPERSEDED SURVEY CONTROL
 DF8752
 DF8752  NAD 83(2007)-  46 20 49.93639(N)    094 16 18.29425(W) AD(2002.00) 0
 DF8752  ELLIP H (02/10/07)  340.454  (m)                       GP(2002.00)    
 DF8752  NAD 83(1996)-  46 20 49.93610(N)    094 16 18.29352(W) AD(       ) 1
 DF8752  ELLIP H (10/22/03)  340.487  (m)                       GP(       ) 4 1
 DF8752  NAVD 88             367.65   (m)         1206.2    (f) LEVELING    3  
 DF8752
 DF8752.Superseded values are not recommended for survey control.
 DF8752
 DF8752.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF8752.See file dsdata.pdf to determine how the superseded data were derived.
 DF8752
 DF8752_MARKER: DD = SURVEY DISK
 DF8752_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DF8752_STAMPING: 1805 Q 2000
 DF8752_MARK LOGO: MNDT
 DF8752_PROJECTION: RECESSED 10 CENTIMETERS
 DF8752_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DF8752_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DF8752_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF8752+SATELLITE: SATELLITE OBSERVATIONS - October 19, 2011
 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  HISTORY     - 20111019 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.
 DF8752
 DF8752                          STATION RECOVERY (2011)
 DF8752
 DF8752'RECOVERY NOTE BY MN DEPT OF TRANSP 2011 (KMS)
 DF8752'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DF8753 ***********************************************************************
 DF8753  DESIGNATION -  1805 R
 DF8753  PID         -  DF8753
 DF8753  STATE/COUNTY-  MN/CROW WING
 DF8753  COUNTRY     -  US
 DF8753  USGS QUAD   -  BAXTER (2019)
 DF8753
 DF8753                         *CURRENT SURVEY CONTROL
 DF8753  ______________________________________________________________________
 DF8753* NAD 83(2011) POSITION- 46 20 34.84222(N) 094 17 16.98765(W)   ADJUSTED
 DF8753* NAD 83(2011) ELLIP HT-   341.012 (meters)        (06/27/12)   ADJUSTED
 DF8753* NAD 83(2011) EPOCH   -  2010.00
 DF8753* NAVD 88 ORTHO HEIGHT -   368.218 (meters)     1208.06  (feet) ADJUSTED
 DF8753  ______________________________________________________________________
 DF8753  GEOID HEIGHT    -        -27.221 (meters)                     GEOID18
 DF8753  NAD 83(2011) X  -   -329,817.651 (meters)                     COMP
 DF8753  NAD 83(2011) Y  - -4,398,702.235 (meters)                     COMP
 DF8753  NAD 83(2011) Z  -  4,591,897.488 (meters)                     COMP
 DF8753  LAPLACE CORR    -         -1.32  (seconds)                    DEFLEC18
 DF8753  DYNAMIC HEIGHT  -        368.232 (meters)     1208.11  (feet) COMP
 DF8753  MODELED GRAVITY -    980,641.7   (mgal)                       NAVD 88
 DF8753
 DF8753  VERT ORDER      -  SECOND    CLASS I
 DF8753
 DF8753  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DF8753  Standards:
 DF8753         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DF8753            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DF8753  -------------------------------------------------------------------
 DF8753  NETWORK    0.54   0.67           0.25   0.18   0.34     -0.03710276
 DF8753  -------------------------------------------------------------------
 DF8753  Click here for local accuracies and other accuracy information.
 DF8753
 DF8753.The horizontal coordinates were established by GPS observations
 DF8753.and adjusted by the National Geodetic Survey in June 2012.
 DF8753
 DF8753.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DF8753.been affixed to the stable North American tectonic plate. See 
 DF8753.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DF8753
 DF8753.The horizontal coordinates are valid at the epoch date displayed above
 DF8753.which is a decimal equivalence of Year/Month/Day.
 DF8753
 DF8753.The orthometric height was determined by differential leveling and
 DF8753.adjusted by the NATIONAL GEODETIC SURVEY
 DF8753.in December 2004.
 DF8753
 DF8753.Significant digits in the geoid height do not necessarily reflect accuracy.
 DF8753.GEOID18 height accuracy estimate available here.
 DF8753
 DF8753.Click photographs - Photos may exist for this station.
 DF8753
 DF8753.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DF8753
 DF8753.The Laplace correction was computed from DEFLEC18 derived deflections.
 DF8753
 DF8753.The ellipsoidal height was determined by GPS observations
 DF8753.and is referenced to NAD 83.
 DF8753
 DF8753.The dynamic height is computed by dividing the NAVD 88
 DF8753.geopotential number by the normal gravity value computed on the
 DF8753.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DF8753.degrees latitude (g = 980.6199 gals.).
 DF8753
 DF8753.The modeled gravity was interpolated from observed gravity values.
 DF8753
 DF8753. The following values were computed from the NAD 83(2011) position.
 DF8753
 DF8753;                    North         East     Units Scale Factor Converg.
 DF8753;SPC MN C     -   249,271.266   797,070.853   MT  0.99992203   -0 01 39.1
 DF8753;SPC MN C     -   817,817.48  2,615,056.62   sFT  0.99992203   -0 01 39.1
 DF8753;UTM  15      - 5,132,965.718   400,881.623   MT  0.99972076   -0 55 55.1
 DF8753
 DF8753!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF8753!SPC MN C     -   0.99994655  x   0.99992203  =   0.99986858
 DF8753!UTM  15      -   0.99994655  x   0.99972076  =   0.99966732
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVM0088132965(NAD 83)
 DF8753
 DF8753|---------------------------------------------------------------------|
 DF8753| PID    Reference Object                     Distance      Geod. Az  |
 DF8753|                                                           dddmmss.s |
 DF8753| DF8752 1805 Q                              APPROX. 1.3 KM 0693718.6 |
 DF8753|---------------------------------------------------------------------|
 DF8753
 DF8753                          SUPERSEDED SURVEY CONTROL
 DF8753
 DF8753  NAD 83(2007)-  46 20 34.84211(N)    094 17 16.98850(W) AD(2002.00) 0
 DF8753  ELLIP H (02/10/07)  341.046  (m)                       GP(2002.00)    
 DF8753  NAD 83(1996)-  46 20 34.84180(N)    094 17 16.98777(W) AD(       ) 1
 DF8753  ELLIP H (10/22/03)  341.078  (m)                       GP(       ) 4 1
 DF8753  NAVD 88             368.22   (m)         1208.1    (f) LEVELING    3  
 DF8753
 DF8753.Superseded values are not recommended for survey control.
 DF8753
 DF8753.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF8753.See file dsdata.pdf to determine how the superseded data were derived.
 DF8753
 DF8753_MARKER: DD = SURVEY DISK
 DF8753_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DF8753_STAMPING: 1805 R 2000
 DF8753_MARK LOGO: MNDT
 DF8753_PROJECTION: RECESSED 8 CENTIMETERS
 DF8753_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DF8753_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DF8753_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF8753+SATELLITE: SATELLITE OBSERVATIONS - October 19, 2011
 DF8753_ROD/PIPE-DEPTH: 16.8 meters
 DF8753
 DF8753  HISTORY     - Date     Condition        Report By
 DF8753  HISTORY     - 1999     MONUMENTED       MNDT
 DF8753  HISTORY     - 20000401 GOOD             MNDT
 DF8753  HISTORY     - 20000705 GOOD             MNDT
 DF8753  HISTORY     - 20060607 GOOD             MNDT
 DF8753  HISTORY     - 20111019 GOOD             MNDT
 DF8753
 DF8753                          STATION DESCRIPTION
 DF8753
 DF8753'DESCRIBED BY MN DEPT OF TRANSP 2000 (DKH)
 DF8753'0.05 MI (0.08 KM) SW ALONG TH 210 FROM JCT OF CO RD 48 IN BAXTER, AT
 DF8753'TH 210 MP 118.3, 64.5 FT (19.7 M) SE OF EB TH 210, 47.4 FT (14.4 M) NW
 DF8753'OF NORTH RAIL OF RR TRACKS, 48.0 FT (14.6 M) EAST OF CABLE SIGN POST,
 DF8753'350 FT (106.7 M) SW OF CO RD 48, 2.5 FT (0.8 M) NE OF WIT POST, STA
 DF8753'RECESSED 3 INCHES,
 DF8753
 DF8753                          STATION RECOVERY (2000)
 DF8753
 DF8753'RECOVERY NOTE BY MN DEPT OF TRANSP 2000 (DGH)
 DF8753'IN BAXTER, 0.05 MI (0.08 KM) SW ALONG TH 210 FROM JCT OF TH 210 AND CO
 DF8753'RD 48 IN BAXTER, AT TH 210 MP 118.3, 64.5 FT (19.7 M) SE OF EB TH 210,
 DF8753'47.4 FT (14.4 M) NW OF NORTH RAIL OF RR TRACKS, 48.0 FT (14.6 M) EAST
 DF8753'OF CABLE SIGN POST, 350 FT (106.7 M) SW OF CO RD 48, 2.5 FT (0.8 M) NE
 DF8753'OF WIT POST, STA RECESSED 3 INCHES, MAGNETIC.
 DF8753
 DF8753                          STATION RECOVERY (2006)
 DF8753
 DF8753'RECOVERY NOTE BY MN DEPT OF TRANSP 2006 (VC)
 DF8753'THE MARK IS IN BAXTER, 0.05 MILES (0.08 KM) SOUTHWEST ALONG TRUNK
 DF8753'HIGHWAY 210 FROM THE JUNCTION OF TRUNK HIGHWAY 210 AND COUNTY ROAD 48
 DF8753'IN BAXTER, AT TRUNK HIGHWAY 210 MILE POINT 118.3,
 DF8753'
 DF8753'64.5 FEET (19.7 M) SOUTHEAST OF EASTBOUND TRUNK HIGHWAY 210, 47.4 FEET
 DF8753'(14.4 M) NORTHWEST OF NORTH RAIL OF RAILROAD TRACKS, 48.0 FEET (14.6
 DF8753'M) EAST OF CABLE SIGN POST, 350 FEET (106.7 M) SOUTHWEST OF COUNTY
 DF8753'ROAD 48, 2.5 FEET (0.8 M) NORTHEAST OF A WITNESS POST.
 DF8753
 DF8753                          STATION RECOVERY (2011)
 DF8753
 DF8753'RECOVERY NOTE BY MN DEPT OF TRANSP 2011 (KMS)
 DF8753'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DS1512 ***********************************************************************
 DS1512  HT_MOD      -  This is a Height Modernization Survey Station.
 DS1512  DESIGNATION -  1805 S
 DS1512  PID         -  DS1512
 DS1512  STATE/COUNTY-  MN/CROW WING
 DS1512  COUNTRY     -  US
 DS1512  USGS QUAD   -  BAXTER (2019)
 DS1512
 DS1512                         *CURRENT SURVEY CONTROL
 DS1512  ______________________________________________________________________
 DS1512* NAD 83(2011) POSITION- 46 20 59.57267(N) 094 15 48.17736(W)   ADJUSTED
 DS1512* NAD 83(2011) ELLIP HT-   339.725 (meters)        (02/28/24)   ADJUSTED
 DS1512* NAD 83(2011) EPOCH   -  2010.00
 DS1512* NAVD 88 ORTHO HEIGHT -   366.97  (meters)     1204.0   (feet) GPS OBS
 DS1512  ______________________________________________________________________
 DS1512  GEOID HEIGHT    -        -27.250 (meters)                     GEOID18
 DS1512  NAD 83(2011) X  -   -327,882.554 (meters)                     COMP
 DS1512  NAD 83(2011) Y  - -4,398,291.957 (meters)                     COMP
 DS1512  NAD 83(2011) Z  -  4,592,423.701 (meters)                     COMP
 DS1512  LAPLACE CORR    -         -1.32  (seconds)                    DEFLEC18
 DS1512
 DS1512  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DS1512  Standards:
 DS1512         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DS1512            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DS1512  -------------------------------------------------------------------
 DS1512  NETWORK    0.59   1.51           0.27   0.20   0.77      0.02845462
 DS1512  -------------------------------------------------------------------
 DS1512  Click here for local accuracies and other accuracy information.
 DS1512
 DS1512.The horizontal coordinates were established by GPS observations
 DS1512.and adjusted by the MN DEPT OF TRANSP in February 2024.
 DS1512
 DS1512.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DS1512.been affixed to the stable North American tectonic plate. See 
 DS1512.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DS1512
 DS1512.The horizontal coordinates are valid at the epoch date displayed above
 DS1512.which is a decimal equivalence of Year/Month/Day.
 DS1512
 DS1512.The orthometric height was determined by GPS observations and a
 DS1512.high-resolution geoid model using precise GPS observation and
 DS1512.processing techniques.
 DS1512
 DS1512.Significant digits in the geoid height do not necessarily reflect accuracy.
 DS1512.GEOID18 height accuracy estimate available here.
 DS1512
 DS1512.Click photographs - Photos may exist for this station.
 DS1512
 DS1512.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DS1512
 DS1512.The Laplace correction was computed from DEFLEC18 derived deflections.
 DS1512
 DS1512.The ellipsoidal height was determined by GPS observations
 DS1512.and is referenced to NAD 83.
 DS1512
 DS1512. The following values were computed from the NAD 83(2011) position.
 DS1512
 DS1512;                    North         East     Units Scale Factor Converg.
 DS1512;SPC MN C     -   250,034.198   798,969.973   MT  0.99992206   -0 00 34.9
 DS1512;SPC MN C     -   820,320.53  2,621,287.32   sFT  0.99992206   -0 00 34.9
 DS1512;UTM  15      - 5,133,698.427   402,792.161   MT  0.99971615   -0 54 51.2
 DS1512
 DS1512!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DS1512!SPC MN C     -   0.99994675  x   0.99992206  =   0.99986881
 DS1512!UTM  15      -   0.99994675  x   0.99971615  =   0.99966291
 DS1512
 DS1512_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVM0279233698(NAD 83)
 DS1512
 DS1512                          SUPERSEDED SURVEY CONTROL
 DS1512
 DS1512.No superseded survey control is available for this station.
 DS1512
 DS1512_MARKER: F = FLANGE-ENCASED ROD
 DS1512_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DS1512_STAMPING: 1805 S 2023
 DS1512_MARK LOGO: MNDT
 DS1512_PROJECTION: RECESSED 5 CENTIMETERS
 DS1512_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DS1512_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DS1512_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DS1512+SATELLITE: SATELLITE OBSERVATIONS - September 07, 2023
 DS1512_ROD/PIPE-DEPTH: 40.2 meters
 DS1512
 DS1512  HISTORY     - Date     Condition        Report By
 DS1512  HISTORY     - 20230907 MONUMENTED       MNDT
 DS1512  HISTORY     - 20230907 GOOD             MNDT
 DS1512
 DS1512                          STATION DESCRIPTION
 DS1512
 DS1512'DESCRIBED BY MN DEPT OF TRANSP 2023
 DS1512'IN BAXTER, 0.9 MILE WEST ALONG TRUNK HIGHWAY 210 FROM THE JUNCTION OF
 DS1512'TRUNK HIGHWAY 210 AND TRUNK HIGHWAY 371 IN BAXTER, AT TRUNK HIGHWAY
 DS1512'210 MILEPOINT 119.60, 60.1 FEET NORTH OF THE WESTBOUND TRUNK HIGHWAY
 DS1512'210 FOGLINE, 36.6 FEET SOUTH OF FAIRVIEW ROAD NORTH, 40.9 FEET EAST OF
 DS1512'POWER POLE WITH GUY WIRE, 1.5 FEET SOUTH OF A WITNESS POST.
 DS1512
 DS1512                          STATION RECOVERY (2023)
 DS1512
 DS1512'RECOVERY NOTE BY MN DEPT OF TRANSP 2023 (BJG)
 DS1512'THE MARK IS LOCATED ABOUT 9.1 MI (14.6 KM) SOUTH-SOUTHWEST OF
 DS1512'MERRIFIELD, 3.1 MI (5.0 KM) WEST OF BRAINERD AND 1.2 MI (1.9 KM)
 DS1512'EAST-NORTHEAST OF BAXTER.
 DS1512'
 DS1512'THE MARK WAS LOCATED ABOUT IN BAXTER, 0.9 MI (1.4 KM) WEST ALONG TRUNK
 DS1512'HIGHWAY 210 FROM THE JUNCTION OF TRUNK HIGHWAY 210 AND TRUNK HIGHWAY
 DS1512'371 IN BAXTER, AT TRUNK HIGHWAY 210 MILE POINT 119.60.
 DS1512'
 DS1512'IT IS 60.1 FT (18.3 M) NORTH OF THE WESTBOUND TRUNK HIGHWAY 210 FOG
 DS1512'LINE, 36.6 FT (11.2 M) SOUTH OF FAIRVIEW ROAD NORTH, 40.9 FT (12.5 M)
 DS1512'EAST OF POWER POLE WITH GUY WIRE AND 1.5 FT (0.5 M) SOUTH OF A WITNESS
 DS1512'POST.
 DS1512'
 DS1512'NOTE-THE STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM ROD
 DS1512'DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION REMOVABLE DISK
 DS1512'SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH PVC
 DS1512'PIPE BACK FILLED WITH WASHED SAND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DS1513 ***********************************************************************
 DS1513  HT_MOD      -  This is a Height Modernization Survey Station.
 DS1513  DESIGNATION -  1805 T
 DS1513  PID         -  DS1513
 DS1513  STATE/COUNTY-  MN/CROW WING
 DS1513  COUNTRY     -  US
 DS1513  USGS QUAD   -  BAXTER (2019)
 DS1513
 DS1513                         *CURRENT SURVEY CONTROL
 DS1513  ______________________________________________________________________
 DS1513* NAD 83(2011) POSITION- 46 20 41.80445(N) 094 16 56.64650(W)   ADJUSTED
 DS1513* NAD 83(2011) ELLIP HT-   340.581 (meters)        (02/28/24)   ADJUSTED
 DS1513* NAD 83(2011) EPOCH   -  2010.00
 DS1513* NAVD 88 ORTHO HEIGHT -   367.80  (meters)     1206.7   (feet) GPS OBS
 DS1513  ______________________________________________________________________
 DS1513  GEOID HEIGHT    -        -27.229 (meters)                     GEOID18
 DS1513  NAD 83(2011) X  -   -329,372.227 (meters)                     COMP
 DS1513  NAD 83(2011) Y  - -4,398,579.335 (meters)                     COMP
 DS1513  NAD 83(2011) Z  -  4,592,045.587 (meters)                     COMP
 DS1513  LAPLACE CORR    -         -1.32  (seconds)                    DEFLEC18
 DS1513
 DS1513  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DS1513  Standards:
 DS1513         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DS1513            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DS1513  -------------------------------------------------------------------
 DS1513  NETWORK    0.60   1.55           0.28   0.20   0.79      0.02924498
 DS1513  -------------------------------------------------------------------
 DS1513  Click here for local accuracies and other accuracy information.
 DS1513
 DS1513.The horizontal coordinates were established by GPS observations
 DS1513.and adjusted by the MN DEPT OF TRANSP in February 2024.
 DS1513
 DS1513.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DS1513.been affixed to the stable North American tectonic plate. See 
 DS1513.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DS1513
 DS1513.The horizontal coordinates are valid at the epoch date displayed above
 DS1513.which is a decimal equivalence of Year/Month/Day.
 DS1513
 DS1513.The orthometric height was determined by GPS observations and a
 DS1513.high-resolution geoid model using precise GPS observation and
 DS1513.processing techniques.
 DS1513
 DS1513.Significant digits in the geoid height do not necessarily reflect accuracy.
 DS1513.GEOID18 height accuracy estimate available here.
 DS1513
 DS1513.Click photographs - Photos may exist for this station.
 DS1513
 DS1513.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DS1513
 DS1513.The Laplace correction was computed from DEFLEC18 derived deflections.
 DS1513
 DS1513.The ellipsoidal height was determined by GPS observations
 DS1513.and is referenced to NAD 83.
 DS1513
 DS1513. The following values were computed from the NAD 83(2011) position.
 DS1513
 DS1513;                    North         East     Units Scale Factor Converg.
 DS1513;SPC MN C     -   249,486.030   797,505.887   MT  0.99992204   -0 01 24.4
 DS1513;SPC MN C     -   818,522.08  2,616,483.90   sFT  0.99992204   -0 01 24.4
 DS1513;UTM  15      - 5,133,173.546   401,319.904   MT  0.99971970   -0 55 40.5
 DS1513
 DS1513!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DS1513!SPC MN C     -   0.99994661  x   0.99992204  =   0.99986866
 DS1513!UTM  15      -   0.99994661  x   0.99971970  =   0.99966633
 DS1513
 DS1513_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVM0131933173(NAD 83)
 DS1513
 DS1513                          SUPERSEDED SURVEY CONTROL
 DS1513
 DS1513.No superseded survey control is available for this station.
 DS1513
 DS1513_MARKER: F = FLANGE-ENCASED ROD
 DS1513_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DS1513_STAMPING: 1805 T 2023
 DS1513_MARK LOGO: MNDT
 DS1513_PROJECTION: RECESSED 5 CENTIMETERS
 DS1513_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DS1513_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DS1513_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DS1513+SATELLITE: SATELLITE OBSERVATIONS - September 06, 2023
 DS1513_ROD/PIPE-DEPTH: 25.3 meters
 DS1513
 DS1513  HISTORY     - Date     Condition        Report By
 DS1513  HISTORY     - 20230906 MONUMENTED       MNDT
 DS1513  HISTORY     - 20230906 GOOD             MNDT
 DS1513
 DS1513                          STATION DESCRIPTION
 DS1513
 DS1513'DESCRIBED BY MN DEPT OF TRANSP 2023
 DS1513'IN BAXTER, 1.85 MILES WEST ALONG TRUNK HIGHWAY 210 FROM THE JUNCTION
 DS1513'OF TRUNK HIGHWAY 210 AND TRUNK HIGHWAY 371 IN BAXTER, AT TRUNK HIGHWAY
 DS1513'210 MILEPOINT 118.60, 37.3 FEET NORTH OF THE WESTBOUND TRUNK HIGHWAY
 DS1513'210 FOG LINE, 22.5 FEET SOUTH OF FAIRVIEW ROAD, 1.5 FEET SOUTH OF A
 DS1513'WITNESS POST.
 DS1513
 DS1513                          STATION RECOVERY (2023)
 DS1513
 DS1513'RECOVERY NOTE BY MN DEPT OF TRANSP 2023 (BJG)
 DS1513'THE MARK IS LOCATED ABOUT 9.2 MI (14.8 KM) EAST OF PILLAGER, 4.0 MI
 DS1513'(6.4 KM) WEST-SOUTHWEST OF BRAINERD AND IN THE TOWN OF BAXTER, MN.
 DS1513'
 DS1513'THE MARK WAS LOCATED ABOUT IN BAXTER, 1.85 MI (2.98 KM) WEST ALONG
 DS1513'TRUNK HIGHWAY 210 FROM THE JUNCTION OF TRUNK HIGHWAY 210 AND TRUNK
 DS1513'HIGHWAY 371 IN BAXTER, AT TRUNK HIGHWAY 210 MILE POINT 118.60.
 DS1513'
 DS1513'IT IS 37.3 FT (11.4 M) NORTH OF THE WESTBOUND TRUNK HIGHWAY 210 FOG
 DS1513'LINE, 22.5 FT (6.9 M) SOUTH OF FAIRVIEW ROAD AND 1.5 FT (0.5 M) SOUTH
 DS1513'OF A WITNESS POST.
 DS1513'
 DS1513'NOTE-THE STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM ROD
 DS1513'DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION REMOVABLE DISK
 DS1513'SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH PVC
 DS1513'PIPE BACK FILLED WITH WASHED SAND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DS1514 ***********************************************************************
 DS1514  HT_MOD      -  This is a Height Modernization Survey Station.
 DS1514  DESIGNATION -  1805 U
 DS1514  PID         -  DS1514
 DS1514  STATE/COUNTY-  MN/CROW WING
 DS1514  COUNTRY     -  US
 DS1514  USGS QUAD   -  BAXTER (2019)
 DS1514
 DS1514                         *CURRENT SURVEY CONTROL
 DS1514  ______________________________________________________________________
 DS1514* NAD 83(2011) POSITION- 46 20 27.48011(N) 094 18 12.10481(W)   ADJUSTED
 DS1514* NAD 83(2011) ELLIP HT-   340.981 (meters)        (02/28/24)   ADJUSTED
 DS1514* NAD 83(2011) EPOCH   -  2010.00
 DS1514* NAVD 88 ORTHO HEIGHT -   368.18  (meters)     1207.9   (feet) GPS OBS
 DS1514  ______________________________________________________________________
 DS1514  GEOID HEIGHT    -        -27.209 (meters)                     GEOID18
 DS1514  NAD 83(2011) X  -   -331,005.380 (meters)                     COMP
 DS1514  NAD 83(2011) Y  - -4,398,777.930 (meters)                     COMP
 DS1514  NAD 83(2011) Z  -  4,591,740.526 (meters)                     COMP
 DS1514  LAPLACE CORR    -         -1.28  (seconds)                    DEFLEC18
 DS1514
 DS1514  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DS1514  Standards:
 DS1514         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DS1514            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DS1514  -------------------------------------------------------------------
 DS1514  NETWORK    0.62   1.55           0.29   0.20   0.79      0.06287073
 DS1514  -------------------------------------------------------------------
 DS1514  Click here for local accuracies and other accuracy information.
 DS1514
 DS1514.The horizontal coordinates were established by GPS observations
 DS1514.and adjusted by the MN DEPT OF TRANSP in February 2024.
 DS1514
 DS1514.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DS1514.been affixed to the stable North American tectonic plate. See 
 DS1514.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DS1514
 DS1514.The horizontal coordinates are valid at the epoch date displayed above
 DS1514.which is a decimal equivalence of Year/Month/Day.
 DS1514
 DS1514.The orthometric height was determined by GPS observations and a
 DS1514.high-resolution geoid model using precise GPS observation and
 DS1514.processing techniques.
 DS1514
 DS1514.Significant digits in the geoid height do not necessarily reflect accuracy.
 DS1514.GEOID18 height accuracy estimate available here.
 DS1514
 DS1514.Click photographs - Photos may exist for this station.
 DS1514
 DS1514.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DS1514
 DS1514.The Laplace correction was computed from DEFLEC18 derived deflections.
 DS1514
 DS1514.The ellipsoidal height was determined by GPS observations
 DS1514.and is referenced to NAD 83.
 DS1514
 DS1514. The following values were computed from the NAD 83(2011) position.
 DS1514
 DS1514;                    North         East     Units Scale Factor Converg.
 DS1514;SPC MN C     -   249,044.643   795,892.154   MT  0.99992203   -0 02 19.0
 DS1514;SPC MN C     -   817,073.97  2,611,189.51   sFT  0.99992203   -0 02 19.0
 DS1514;UTM  15      - 5,132,757.769   399,699.730   MT  0.99972366   -0 56 34.8
 DS1514
 DS1514!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DS1514!SPC MN C     -   0.99994655  x   0.99992203  =   0.99986858
 DS1514!UTM  15      -   0.99994655  x   0.99972366  =   0.99967022
 DS1514
 DS1514_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUM9969932757(NAD 83)
 DS1514
 DS1514                          SUPERSEDED SURVEY CONTROL
 DS1514
 DS1514.No superseded survey control is available for this station.
 DS1514
 DS1514_MARKER: F = FLANGE-ENCASED ROD
 DS1514_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DS1514_STAMPING: 1805 U 2023
 DS1514_MARK LOGO: MNDT
 DS1514_PROJECTION: RECESSED 5 CENTIMETERS
 DS1514_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DS1514_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DS1514_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DS1514+SATELLITE: SATELLITE OBSERVATIONS - September 06, 2023
 DS1514_ROD/PIPE-DEPTH: 18.3 meters
 DS1514
 DS1514  HISTORY     - Date     Condition        Report By
 DS1514  HISTORY     - 20230906 MONUMENTED       MNDT
 DS1514  HISTORY     - 20230906 GOOD             MNDT
 DS1514
 DS1514                          STATION DESCRIPTION
 DS1514
 DS1514'DESCRIBED BY MN DEPT OF TRANSP 2023
 DS1514'IN BAXTER, 2.9 MILES WEST ALONG TRUNK HIGHWAY 210 FROM THE JUNCTION OF
 DS1514'TRUNK HIGHWAY 210 AND TRUNK HIGHWAY 371 IN BAXTER, AT TRUNK HIGHWAY
 DS1514'MILEPOINT 117.6, 156.3FEET NORTH OF THE WESTBOUND TRUNK HIGHWAY 210
 DS1514'FOG LINE, 34.0 FEET WEST OF MEREDITH DRIVE, 37.1 FEET SOUTH OF
 DS1514'FAIRVIEW ROAD, 4.4 FEET SOUTH OF A RIGHT-OF-WAY POST, 4.4 FEET SOUTH
 DS1514'OF A WITNESS POST.
 DS1514
 DS1514                          STATION RECOVERY (2023)
 DS1514
 DS1514'RECOVERY NOTE BY MN DEPT OF TRANSP 2023 (AJH)
 DS1514'THE MARK IS LOCATED ABOUT 8.2 MI (13.2 KM) EAST OF PILLAGER, 5.1 MI
 DS1514'(8.2 KM) WEST-SOUTHWEST OF BRAINERD AND 0.8 MI (1.3 KM) WEST-SOUTHWEST
 DS1514'OF BAXTER.
 DS1514'
 DS1514'THE MARK WAS LOCATED ABOUT IN BAXTER, 2.9 MI (4.7 KM) WEST ALONG TRUNK
 DS1514'HIGHWAY 210 FROM THE JUNCTION OF TRUNK HIGHWAY 210 AND TRUNK HIGHWAY
 DS1514'371 IN BAXTER, AT TRUNK HIGHWAY MILE POINT 117.6.
 DS1514'
 DS1514'IT IS 156.3 FT (47.6 M) NORTH OF THE WESTBOUND TRUNK HIGHWAY 210 FOG
 DS1514'LINE, 34.0 FT (10.4 M) WEST OF MEREDITH DRIVE, 37.1 FT (11.3 M) SOUTH
 DS1514'OF FAIRVIEW ROAD, 4.4 FT (1.3 M) SOUTH OF A RIGHT-OF-WAY POST AND 4.4
 DS1514'FT (1.3 M) SOUTH OF A WITNESS POST.
 DS1514'
 DS1514'NOTE-THE STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM ROD
 DS1514'DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION REMOVABLE DISK
 DS1514'SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH PVC
 DS1514'PIPE BACK FILLED WITH WASHED SAND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 AI5741 ***********************************************************************
 AI5741  DESIGNATION -  1806 B
 AI5741  PID         -  AI5741
 AI5741  STATE/COUNTY-  MN/CROW WING
 AI5741  COUNTRY     -  US
 AI5741  USGS QUAD   -  RIVERTON (2019)
 AI5741
 AI5741                         *CURRENT SURVEY CONTROL
 AI5741  ______________________________________________________________________
 AI5741* NAD 83(2011) POSITION- 46 27 34.94212(N) 094 00 53.47474(W)   ADJUSTED
 AI5741* NAD 83(2011) ELLIP HT-   349.755 (meters)        (06/27/12)   ADJUSTED
 AI5741* NAD 83(2011) EPOCH   -  2010.00
 AI5741* NAVD 88 ORTHO HEIGHT -   377.395 (meters)     1238.17  (feet) ADJUSTED
 AI5741  ______________________________________________________________________
 AI5741  GEOID HEIGHT    -        -27.638 (meters)                     GEOID18
 AI5741  NAD 83(2011) X  -   -308,182.737 (meters)                     COMP
 AI5741  NAD 83(2011) Y  - -4,390,859.506 (meters)                     COMP
 AI5741  NAD 83(2011) Z  -  4,600,849.586 (meters)                     COMP
 AI5741  LAPLACE CORR    -         -0.39  (seconds)                    DEFLEC18
 AI5741  DYNAMIC HEIGHT  -        377.411 (meters)     1238.22  (feet) COMP
 AI5741  MODELED GRAVITY -    980,643.4   (mgal)                       NAVD 88
 AI5741
 AI5741  VERT ORDER      -  SECOND    CLASS I
 AI5741
 AI5741  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AI5741  Standards:
 AI5741         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AI5741            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AI5741  -------------------------------------------------------------------
 AI5741  NETWORK    0.58   0.84           0.26   0.20   0.43      0.22166135
 AI5741  -------------------------------------------------------------------
 AI5741  Click here for local accuracies and other accuracy information.
 AI5741
 AI5741.The horizontal coordinates were established by GPS observations
 AI5741.and adjusted by the National Geodetic Survey in June 2012.
 AI5741
 AI5741.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AI5741.been affixed to the stable North American tectonic plate. See 
 AI5741.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AI5741
 AI5741.The horizontal coordinates are valid at the epoch date displayed above
 AI5741.which is a decimal equivalence of Year/Month/Day.
 AI5741
 AI5741.The orthometric height was determined by differential leveling and
 AI5741.adjusted by the NATIONAL GEODETIC SURVEY
 AI5741.in August 2006.
 AI5741
 AI5741.Significant digits in the geoid height do not necessarily reflect accuracy.
 AI5741.GEOID18 height accuracy estimate available here.
 AI5741
 AI5741.Click photographs - Photos may exist for this station.
 AI5741
 AI5741.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AI5741
 AI5741.The Laplace correction was computed from DEFLEC18 derived deflections.
 AI5741
 AI5741.The ellipsoidal height was determined by GPS observations
 AI5741.and is referenced to NAD 83.
 AI5741
 AI5741.The dynamic height is computed by dividing the NAVD 88
 AI5741.geopotential number by the normal gravity value computed on the
 AI5741.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI5741.degrees latitude (g = 980.6199 gals.).
 AI5741
 AI5741.The modeled gravity was interpolated from observed gravity values.
 AI5741
 AI5741. The following values were computed from the NAD 83(2011) position.
 AI5741
 AI5741;                    North         East     Units Scale Factor Converg.
 AI5741;SPC MN C     -   262,268.027   818,062.347   MT  0.99992439   +0 10 12.4
 AI5741;SPC MN C     -   860,457.69  2,683,926.22   sFT  0.99992439   +0 10 12.4
 AI5741;UTM  15      - 5,145,626.376   422,071.025   MT  0.99967465   -0 44 08.5
 AI5741
 AI5741!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI5741!SPC MN C     -   0.99994518  x   0.99992439  =   0.99986957
 AI5741!UTM  15      -   0.99994518  x   0.99967465  =   0.99961984
 AI5741
 AI5741_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVM2207145626(NAD 83)
 AI5741
 AI5741                          SUPERSEDED SURVEY CONTROL
 AI5741
 AI5741  NAD 83(2007)-  46 27 34.94229(N)    094 00 53.47609(W) AD(2002.00) 1
 AI5741  ELLIP H (06/22/11)  349.786  (m)                       GP(2002.00) 3 2
 AI5741  NAD 83(1996)-  46 27 34.94205(N)    094 00 53.47543(W) AD(       ) 1
 AI5741  ELLIP H (03/21/07)  349.804  (m)                       GP(       ) 3 2
 AI5741  NAVD 88             377.40   (m)         1238.2    (f) LEVELING    3  
 AI5741  NAVD 88 (09/27/00)  377.395  (m)         1238.17   (f) SUPERSEDED  2 1
 AI5741
 AI5741.Superseded values are not recommended for survey control.
 AI5741
 AI5741.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI5741.See file dsdata.pdf to determine how the superseded data were derived.
 AI5741
 AI5741_MARKER: DD = SURVEY DISK
 AI5741_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 AI5741_STAMPING: 1806 B 1994
 AI5741_MARK LOGO: MNDT
 AI5741_PROJECTION: RECESSED 3 CENTIMETERS
 AI5741_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AI5741_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AI5741_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI5741+SATELLITE: SATELLITE OBSERVATIONS - August 22, 2023
 AI5741_ROD/PIPE-DEPTH: 21.3 meters
 AI5741
 AI5741  HISTORY     - Date     Condition        Report By
 AI5741  HISTORY     - 1994     MONUMENTED       MNDT
 AI5741  HISTORY     - 20050401 GOOD             MNDT
 AI5741  HISTORY     - 20050914 GOOD             MNDT
 AI5741  HISTORY     - 20191023 GOOD             MNDT
 AI5741  HISTORY     - 20221109 GOOD             MNDT
 AI5741  HISTORY     - 20230822 GOOD             MNDT
 AI5741
 AI5741                          STATION DESCRIPTION
 AI5741
 AI5741'DESCRIBED BY MN DEPT OF TRANSP 1994 (WAS)
 AI5741'3.5 MI (5.6 KM) SW OF CROSBY, 3.5 MI (5.6 KM) WEST ALONG TH 210 FROM
 AI5741'JCT OF TH 210 AND TH 6 IN CROSBY, AT TH 210 MP 134.4, 62.8 FT (19.1 M)
 AI5741'SE OF TH 210, 93.0 FT (28.3 M) SW OF ENT, 2.4 FT (0.7 M) NE OF GUYED
 AI5741'P-POLE, 1.7 FT (0.5 M) SW OF WIT POST.
 AI5741
 AI5741                          STATION RECOVERY (2005)
 AI5741
 AI5741'RECOVERY NOTE BY MN DEPT OF TRANSP 2005 (FAB)
 AI5741'3.5 MILES SOUTHWEST OF CROSBY, 3.5 MILES WEST ALONG TRUNK HIGHWAY 210
 AI5741'FROM JUNCTION OF TRUNK HIGHWAY 210 AND TRUNK HIGHWAY 6 IN CROSBY, AT
 AI5741'TRUNK HIGHWAY 210 MILEPOINT 134.4, 62.8 FEET SOUTHEAST OF TRUNK
 AI5741'HIGHWAY 210, 93 FEET SOUTHWEST OF DRIVEWAY NUMBER 18271, 2.4 MILES
 AI5741'NORTHEAST OF GUYED POWER POLE, 1.7 FEET SOUTHWEST OF WITNESS POST,
 AI5741'MARK IS MN/DOT ALUMINUM DISK ON 70.0 FEET LONG DRIVEN ALUMINUM ROD
 AI5741
 AI5741                          STATION RECOVERY (2005)
 AI5741
 AI5741'RECOVERY NOTE BY MN DEPT OF TRANSP 2005 (KNB)
 AI5741'RECOVERED AS DESCRIBED.
 AI5741
 AI5741                          STATION RECOVERY (2019)
 AI5741
 AI5741'RECOVERY NOTE BY MN DEPT OF TRANSP 2019 (MAS)
 AI5741'RECOVERED IN GOOD CONDITION.
 AI5741
 AI5741                          STATION RECOVERY (2022)
 AI5741
 AI5741'RECOVERY NOTE BY MN DEPT OF TRANSP 2022 (MAS)
 AI5741'RECOVERED AS DESCRIBED.
 AI5741
 AI5741                          STATION RECOVERY (2023)
 AI5741
 AI5741'RECOVERY NOTE BY MN DEPT OF TRANSP 2023 (TJD)
 AI5741'1.8 MI (2.9 KM) SOUTHWEST OF IRONTON, 2.2 MI (3.5 KM) SOUTHWEST ALONG
 AI5741'TRUNK HIGHWAY 210 FROM THE JUNCTION OF TRUNK HIGHWAY 210 AND COUNTY
 AI5741'ROAD 30(IRENE AVENUE) IN IRONTON, AT TRUNK HIGHWAY 210 MILE POINT
 AI5741'134.4, 62.8 FT (19.1 M) SOUTHEAST OF TRUNK HIGHWAY 210, 93.0 FT (28.3
 AI5741'M) SOUTHWEST OF DRIVEWAY NUMBER 18271, 2.4 MI (3.9 KM) NORTHEAST OF A
 AI5741'GUYED POWER POLE, 1.7 FT (0.5 M) SOUTHWEST OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 AI5740 ***********************************************************************
 AI5740  DESIGNATION -  1806 C
 AI5740  PID         -  AI5740
 AI5740  STATE/COUNTY-  MN/CROW WING
 AI5740  COUNTRY     -  US
 AI5740  USGS QUAD   -  CROSBY (2019)
 AI5740
 AI5740                         *CURRENT SURVEY CONTROL
 AI5740  ______________________________________________________________________
 AI5740* NAD 83(1986) POSITION- 46 28 42.3    (N) 093 57 32.1    (W)   HD_HELD2
 AI5740* NAVD 88 ORTHO HEIGHT -   380.738 (meters)     1249.14  (feet) ADJUSTED
 AI5740  ______________________________________________________________________
 AI5740  GEOID HEIGHT    -        -27.692 (meters)                     GEOID18
 AI5740  DYNAMIC HEIGHT  -        380.754 (meters)     1249.19  (feet) COMP
 AI5740  MODELED GRAVITY -    980,645.0   (mgal)                       NAVD 88
 AI5740
 AI5740  VERT ORDER      -  SECOND    CLASS I
 AI5740
 AI5740.The horizontal coordinates were established by autonomous hand held GPS
 AI5740.observations and have an estimated accuracy of +/- 10 meters.
 AI5740
 AI5740.The orthometric height was determined by differential leveling and
 AI5740.adjusted by the NATIONAL GEODETIC SURVEY
 AI5740.in April 2021.
 AI5740
 AI5740.Significant digits in the geoid height do not necessarily reflect accuracy.
 AI5740.GEOID18 height accuracy estimate available here.
 AI5740
 AI5740.Click photographs - Photos may exist for this station.
 AI5740
 AI5740.The dynamic height is computed by dividing the NAVD 88
 AI5740.geopotential number by the normal gravity value computed on the
 AI5740.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI5740.degrees latitude (g = 980.6199 gals.).
 AI5740
 AI5740.The modeled gravity was interpolated from observed gravity values.
 AI5740
 AI5740;                    North         East    Units  Estimated Accuracy
 AI5740;SPC MN C     -   264,362.      822,351.      MT  (+/- 10 meters HH2 GPS)
 AI5740
 AI5740_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVM2639147651(NAD 83)
 AI5740
 AI5740                          SUPERSEDED SURVEY CONTROL
 AI5740
 AI5740  NAVD 88 (08/10/06)  380.732  (m)         1249.12   (f) SUPERSEDED  2 1
 AI5740  NAVD 88 (09/27/00)  380.732  (m)         1249.12   (f) SUPERSEDED  2 1
 AI5740
 AI5740.Superseded values are not recommended for survey control.
 AI5740
 AI5740.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI5740.See file dsdata.pdf to determine how the superseded data were derived.
 AI5740
 AI5740_MARKER: DD = SURVEY DISK
 AI5740_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AI5740_SP_SET: BOX CULVERT HEADWALL
 AI5740_STAMPING: 1806 C 1994
 AI5740_MARK LOGO: MNDT
 AI5740_MAGNETIC: N = NO MAGNETIC MATERIAL
 AI5740_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI5740+STABILITY: SURFACE MOTION
 AI5740_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AI5740+SATELLITE: SATELLITE OBSERVATIONS - November 07, 2022
 AI5740
 AI5740  HISTORY     - Date     Condition        Report By
 AI5740  HISTORY     - 1994     MONUMENTED       MNDT
 AI5740  HISTORY     - 19990722 GOOD             MNDT
 AI5740  HISTORY     - 20050915 GOOD             MNDT
 AI5740  HISTORY     - 20170320 GOOD             MNDT
 AI5740  HISTORY     - 20190730 GOOD             MNDT
 AI5740  HISTORY     - 20221107 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.
 AI5740
 AI5740                          STATION RECOVERY (2005)
 AI5740
 AI5740'RECOVERY NOTE BY MN DEPT OF TRANSP 2005 (KNB)
 AI5740'IN CROSBY, IN HEADWALL SOUTHEAST CORNER OF BOX CULVERT OVER SERPENT
 AI5740'CREEK, 0.25 MI (0.40 KM) SOUTH ALONG TRUNK HIGHWAY 210  FROM THE
 AI5740'JUNCTION OF TRUNK HIGHWAY 210 AND TRUNK HIGHWAY 6 IN CROSBY, TO TRUNK
 AI5740'HIGHWAY 210 MILE POINT 137.6, THEN GO 100.0 FT (30.5 M) NORTH ALONG
 AI5740'BITUMINOUS DRIVE, THEN GO 100.0 FT (30.5 M) WEST ALONG ALLEY WAY, 9.0
 AI5740'FT (2.7 M) SOUTH OF CENTER OF ALLEY WAY, 87.0 FT (26.5 M) EAST OF
 AI5740'POWER POLE WITH TRANSFORMER, 32.50 FT (9.9 M) WEST OF POWER POLE, 25.5
 AI5740'FT (7.8 M) NORTHWEST OF 10.0 INCH SPRUCE TREE, 1.5 FT (0.5 M) WEST OF
 AI5740'EAST END OF HEADWALL, NO WITNESS POST SET DUE TO PRIVATE LAND
 AI5740'OWNERSHI.
 AI5740
 AI5740                          STATION RECOVERY (2017)
 AI5740
 AI5740'RECOVERY NOTE BY MN DEPT OF TRANSP 2017 (MAS)
 AI5740'RECOVERED AS DESCRIBED.
 AI5740
 AI5740                          STATION RECOVERY (2019)
 AI5740
 AI5740'RECOVERY NOTE BY MN DEPT OF TRANSP 2019 (DAS)
 AI5740'RECOVERED IN GOOD CONDITION.
 AI5740
 AI5740                          STATION RECOVERY (2022)
 AI5740
 AI5740'RECOVERY NOTE BY MN DEPT OF TRANSP 2022 (DAS)
 AI5740'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DQ8475 ***********************************************************************
 DQ8475  DESIGNATION -  1806 C 1
 DQ8475  PID         -  DQ8475
 DQ8475  STATE/COUNTY-  MN/CROW WING
 DQ8475  COUNTRY     -  US
 DQ8475  USGS QUAD   -  CROSBY (2019)
 DQ8475
 DQ8475                         *CURRENT SURVEY CONTROL
 DQ8475  ______________________________________________________________________
 DQ8475* NAD 83(1986) POSITION- 46 27 51.28   (N) 093 56 34.91   (W)   HD_HELD1
 DQ8475* NAVD 88 ORTHO HEIGHT -   388.701 (meters)     1275.26  (feet) ADJUSTED
 DQ8475  ______________________________________________________________________
 DQ8475  GEOID HEIGHT    -        -27.665 (meters)                     GEOID18
 DQ8475  DYNAMIC HEIGHT  -        388.717 (meters)     1275.32  (feet) COMP
 DQ8475  MODELED GRAVITY -    980,642.7   (mgal)                       NAVD 88
 DQ8475
 DQ8475  VERT ORDER      -  SECOND    CLASS I
 DQ8475
 DQ8475.The horizontal coordinates were determined by differentially corrected
 DQ8475.hand held GPS observations or other comparable positioning techniques
 DQ8475.and have an estimated accuracy of +/- 3 meters.
 DQ8475
 DQ8475.The orthometric height was determined by differential leveling and
 DQ8475.adjusted by the NATIONAL GEODETIC SURVEY
 DQ8475.in April 2021.
 DQ8475
 DQ8475.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ8475.GEOID18 height accuracy estimate available here.
 DQ8475
 DQ8475.Click photographs - Photos may exist for this station.
 DQ8475
 DQ8475.The dynamic height is computed by dividing the NAVD 88
 DQ8475.geopotential number by the normal gravity value computed on the
 DQ8475.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ8475.degrees latitude (g = 980.6199 gals.).
 DQ8475
 DQ8475.The modeled gravity was interpolated from observed gravity values.
 DQ8475
 DQ8475;                    North         East    Units  Estimated Accuracy
 DQ8475;SPC MN C     -   262,791.3     823,577.4     MT  (+/- 3 meters HH1 GPS) 
 DQ8475
 DQ8475_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVM2759246062(NAD 83)
 DQ8475
 DQ8475                          SUPERSEDED SURVEY CONTROL
 DQ8475
 DQ8475.No superseded survey control is available for this station.
 DQ8475
 DQ8475_MARKER: I = METAL ROD
 DQ8475_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DQ8475_STAMPING: 1806 C 1 2017
 DQ8475_MARK LOGO: MNDT
 DQ8475_PROJECTION: RECESSED 5 CENTIMETERS
 DQ8475_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DQ8475_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ8475_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ8475+SATELLITE: SATELLITE OBSERVATIONS - July 06, 2023
 DQ8475_ROD/PIPE-DEPTH: 19.2 meters
 DQ8475
 DQ8475  HISTORY     - Date     Condition        Report By
 DQ8475  HISTORY     - 20170327 MONUMENTED       MNDT
 DQ8475  HISTORY     - 20230706 GOOD             MNDT
 DQ8475
 DQ8475                          STATION DESCRIPTION
 DQ8475
 DQ8475'DESCRIBED BY MN DEPT OF TRANSP 2017
 DQ8475'THE MARK IS LOCATED ABOUT 2.0 MI (3.2 KM) WEST-SOUTHWEST DEERWOOD.
 DQ8475'
 DQ8475'TO REACH THE MARK GO 2.1 MI (3.4 KM) WEST ALONG COUNTY ROAD 12 FROM
 DQ8475'THE JUNCTION OF COUNTY ROAD 12 AND TRUNK HIGHWAY 6/TRUNK HIGHWAY 210
 DQ8475'IN DEERWOOD, THEN 0.2 MI (0.3 KM) NORTHWEST ON COUNTY ROAD 28.
 DQ8475'
 DQ8475'THE MARK IS LOCATED 45.5 FT (13.9 M) NORTHEAST OF COUNTY ROAD 28, 1.5
 DQ8475'FT (0.5 M) SOUTHWEST OF A WITNESS POST.
 DQ8475'
 DQ8475'NOTE-THE STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM ROD
 DQ8475'DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION REMOVABLE DISK
 DQ8475'SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH PVC
 DQ8475'PIPE BACK FILLED WITH WASHED SAND.
 DQ8475
 DQ8475                          STATION RECOVERY (2023)
 DQ8475
 DQ8475'RECOVERY NOTE BY MN DEPT OF TRANSP 2023 (MAS)
 DQ8475'2.0 MI (3.2 KM) WEST-SOUTHWEST DEERWOOD, 2.1 MI (3.4 KM) WEST ALONG
 DQ8475'COUNTY ROAD 12 FROM THE JUNCTION OF COUNTY ROAD 12 AND TRUNK HIGHWAY
 DQ8475'6/TRUNK HIGHWAY 210 IN DEERWOOD, THEN 0.2 MI (0.3 KM) NORTHWEST ON
 DQ8475'COUNTY ROAD 28, 45.5 FT (13.9 M) NORTHEAST OF COUNTY ROAD 28, 1.5 FT
 DQ8475'(0.5 M) SOUTHWEST OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DL3384 ***********************************************************************
 DL3384  DESIGNATION -  1806 D
 DL3384  PID         -  DL3384
 DL3384  STATE/COUNTY-  MN/CROW WING
 DL3384  COUNTRY     -  US
 DL3384  USGS QUAD   -  RIVERTON (2019)
 DL3384
 DL3384                         *CURRENT SURVEY CONTROL
 DL3384  ______________________________________________________________________
 DL3384* NAD 83(1986) POSITION- 46 23 59.41   (N) 094 06 51.63   (W)   HD_HELD1
 DL3384* NAVD 88 ORTHO HEIGHT -   373.527 (meters)     1225.48  (feet) ADJUSTED
 DL3384  ______________________________________________________________________
 DL3384  GEOID HEIGHT    -        -27.448 (meters)                     GEOID18
 DL3384  DYNAMIC HEIGHT  -        373.542 (meters)     1225.53  (feet) COMP
 DL3384  MODELED GRAVITY -    980,642.4   (mgal)                       NAVD 88
 DL3384
 DL3384  VERT ORDER      -  SECOND    CLASS I
 DL3384
 DL3384.The horizontal coordinates were determined by differentially corrected
 DL3384.hand held GPS observations or other comparable positioning techniques
 DL3384.and have an estimated accuracy of +/- 3 meters.
 DL3384
 DL3384.The orthometric height was determined by differential leveling and
 DL3384.adjusted by the NATIONAL GEODETIC SURVEY
 DL3384.in July 2009.
 DL3384
 DL3384.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL3384.GEOID18 height accuracy estimate available here.
 DL3384
 DL3384.Click photographs - Photos may exist for this station.
 DL3384
 DL3384.The dynamic height is computed by dividing the NAVD 88
 DL3384.geopotential number by the normal gravity value computed on the
 DL3384.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL3384.degrees latitude (g = 980.6199 gals.).
 DL3384
 DL3384.The modeled gravity was interpolated from observed gravity values.
 DL3384
 DL3384;                    North         East    Units  Estimated Accuracy
 DL3384;SPC MN C     -   255,595.5     810,431.8     MT  (+/- 3 meters HH1 GPS) 
 DL3384
 DL3384_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVM1433739076(NAD 83)
 DL3384
 DL3384                          SUPERSEDED SURVEY CONTROL
 DL3384
 DL3384.No superseded survey control is available for this station.
 DL3384
 DL3384_MARKER: DD = SURVEY DISK
 DL3384_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DL3384_STAMPING: 1806 D 2005
 DL3384_MARK LOGO: MNDT
 DL3384_PROJECTION: RECESSED 5 CENTIMETERS
 DL3384_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DL3384_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL3384_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL3384+SATELLITE: SATELLITE OBSERVATIONS - August 23, 2023
 DL3384_ROD/PIPE-DEPTH: 13.4 meters
 DL3384
 DL3384  HISTORY     - Date     Condition        Report By
 DL3384  HISTORY     - 20050926 MONUMENTED       MNDT
 DL3384  HISTORY     - 20210113 GOOD             MNDT
 DL3384  HISTORY     - 20221110 GOOD             MNDT
 DL3384  HISTORY     - 20230823 GOOD             MNDT
 DL3384
 DL3384                          STATION DESCRIPTION
 DL3384
 DL3384'DESCRIBED BY MN DEPT OF TRANSP 2005
 DL3384'THE STATION IS LOCATED ABOUT 5.3 MI (8.5 KM) SOUTH-SOUTHEAST OF
 DL3384'MERRIFIELD, 5.1 MI (8.2 KM) SOUTHWEST OF RIVERTON AND 5.0 MI (8.0 KM)
 DL3384'NORTHEAST OF BRAINERD.  GO 4.15 MI (6.7 KM) NORTHWEST ALONG TRUNK
 DL3384'HIGHWAY 210 FROM THE JUNCTION OF TRUNK HIGHWAY 210 AND TRUNK HIGHWAY
 DL3384'25 IN BRAINERD, AT TRUNK HIGHWAY 210 MILE POINT 128.0, 59.9 FT (18.3
 DL3384'M) NORTHWEST OF TRUNK HIGHWAY 210, 49.2 FT (15.0 M) NORTHEAST OF
 DL3384'DRIVEWAY NUMBER 13500, 1.1 FT (0.3 M) SOUTHEAST OF A WITNESS POST.
 DL3384
 DL3384                          STATION RECOVERY (2021)
 DL3384
 DL3384'RECOVERY NOTE BY MN DEPT OF TRANSP 2021 (MAS)
 DL3384'5.0 MI (8.0 KM) NORTHEAST OF BRAINERD, 4.15 MI (6.68 KM) NORTHEAST
 DL3384'ALONG TRUNK HIGHWAY 210 FROM THE JUNCTION OF TRUNK HIGHWAY 210 AND
 DL3384'TRUNK HIGHWAY 25 IN BRAINERD, AT TRUNK HIGHWAY 210 MILE POINT 128.0,
 DL3384'59.9 FT (18.3 M) NORTHWEST OF TRUNK HIGHWAY 210, 49.2 FT (15.0 M)
 DL3384'NORTHEAST OF DRIVEWAY NUMBER 13500, 1.1 FT (0.3 M) SOUTHEAST OF A
 DL3384'WITNESS POST.
 DL3384
 DL3384                          STATION RECOVERY (2022)
 DL3384
 DL3384'RECOVERY NOTE BY MN DEPT OF TRANSP 2022 (MAS)
 DL3384'RECOVERED AS DESCRIBED.
 DL3384
 DL3384                          STATION RECOVERY (2023)
 DL3384
 DL3384'RECOVERY NOTE BY MN DEPT OF TRANSP 2023 (MAS)
 DL3384'5.0 MI (8.0 KM) NORTHEAST OF BRAINERD, 4.15 MI (6.68 KM) NORTHEAST
 DL3384'ALONG TRUNK HIGHWAY 210 FROM THE JUNCTION OF TRUNK HIGHWAY 210 AND
 DL3384'TRUNK HIGHWAY 25 IN BRAINERD, AT TRUNK HIGHWAY 210 MILE POINT 128.0,
 DL3384'59.9 FT (18.3 M) NORTHWEST OF TRUNK HIGHWAY 210, 49.2 FT (15.0 M)
 DL3384'NORTHEAST OF DRIVEWAY NUMBER 13500, 1.1 FT (0.3 M) SOUTHEAST OF A
 DL3384'WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DQ8473 ***********************************************************************
 DQ8473  DESIGNATION -  1807 B RESET
 DQ8473  PID         -  DQ8473
 DQ8473  STATE/COUNTY-  MN/CROW WING
 DQ8473  COUNTRY     -  US
 DQ8473  USGS QUAD   -  CROSBY (2019)
 DQ8473
 DQ8473                         *CURRENT SURVEY CONTROL
 DQ8473  ______________________________________________________________________
 DQ8473* NAD 83(1986) POSITION- 46 29 29.96   (N) 093 55 21.09   (W)   HD_HELD1
 DQ8473* NAVD 88 ORTHO HEIGHT -   385.216 (meters)     1263.83  (feet) ADJUSTED
 DQ8473  ______________________________________________________________________
 DQ8473  GEOID HEIGHT    -        -27.732 (meters)                     GEOID18
 DQ8473  DYNAMIC HEIGHT  -        385.233 (meters)     1263.89  (feet) COMP
 DQ8473  MODELED GRAVITY -    980,644.8   (mgal)                       NAVD 88
 DQ8473
 DQ8473  VERT ORDER      -  SECOND    CLASS I
 DQ8473
 DQ8473.The horizontal coordinates were determined by differentially corrected
 DQ8473.hand held GPS observations or other comparable positioning techniques
 DQ8473.and have an estimated accuracy of +/- 3 meters.
 DQ8473
 DQ8473.The orthometric height was determined by differential leveling and
 DQ8473.adjusted by the NATIONAL GEODETIC SURVEY
 DQ8473.in April 2021.
 DQ8473
 DQ8473.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ8473.GEOID18 height accuracy estimate available here.
 DQ8473
 DQ8473.Click photographs - Photos may exist for this station.
 DQ8473
 DQ8473.The dynamic height is computed by dividing the NAVD 88
 DQ8473.geopotential number by the normal gravity value computed on the
 DQ8473.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ8473.degrees latitude (g = 980.6199 gals.).
 DQ8473
 DQ8473.The modeled gravity was interpolated from observed gravity values.
 DQ8473
 DQ8473;                    North         East    Units  Estimated Accuracy
 DQ8473;SPC MN C     -   265,844.4     825,139.7     MT  (+/- 3 meters HH1 GPS) 
 DQ8473
 DQ8473_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVM2920249089(NAD 83)
 DQ8473
 DQ8473                          SUPERSEDED SURVEY CONTROL
 DQ8473
 DQ8473.No superseded survey control is available for this station.
 DQ8473
 DQ8473_MARKER: I = METAL ROD
 DQ8473_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DQ8473_STAMPING: 1807 B RESET 2017
 DQ8473_MARK LOGO: MNDT
 DQ8473_PROJECTION: RECESSED 5 CENTIMETERS
 DQ8473_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DQ8473_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ8473_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ8473+SATELLITE: SATELLITE OBSERVATIONS - July 06, 2023
 DQ8473_ROD/PIPE-DEPTH: 16.8 meters
 DQ8473
 DQ8473  HISTORY     - Date     Condition        Report By
 DQ8473  HISTORY     - 20170320 MONUMENTED       MNDT
 DQ8473  HISTORY     - 20230706 GOOD             MNDT
 DQ8473
 DQ8473                          STATION DESCRIPTION
 DQ8473
 DQ8473'DESCRIBED BY MN DEPT OF TRANSP 2017
 DQ8473'THE MARK IS LOCATED ABOUT 1.8 MI (2.9 KM) NORTH-NORTHEAST OF CROSBY.
 DQ8473'
 DQ8473'TO REACH THE MARK GO 2.15 MI (3.46 KM) NORTH ON TRUNK HIGHWAY 6/TRUNK
 DQ8473'HIGHWAY 210 FROM THE WEST JUNCTION OF TRUNK HIGHWAY 6 AND TRUNK
 DQ8473'HIGHWAY 210 IN DEERWOOD, AT TRUNK HIGHWAY 210 MILE POINT 139.7.
 DQ8473'
 DQ8473'THE MARK IS LOCATED 66.0 FT (20.1 M) NORTH-NORTHWEST OF TRUNK HIGHWAY
 DQ8473'6/TRUNK HIGHWAY 210, 107.8 FT (32.9 M) EAST-NORTHEAST OF A POWER POLE,
 DQ8473'8.1 FT (2.5 M) WEST-SOUTHWEST OF THE WEST GATE POST, 1.0 FT (0.3 M)
 DQ8473'SOUTH-SOUTHEAST OF A EAST-WEST FENCE LINE, 1.4 FT (0.4 M)
 DQ8473'EAST-NORTHEAST OF A WITNESS POST.
 DQ8473'
 DQ8473'NOTE-THE STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM ROD
 DQ8473'DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION REMOVABLE DISK
 DQ8473'SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH PVC
 DQ8473'PIPE BACK FILLED WITH WASHED SAND.
 DQ8473
 DQ8473                          STATION RECOVERY (2023)
 DQ8473
 DQ8473'RECOVERY NOTE BY MN DEPT OF TRANSP 2023 (MAS)
 DQ8473'1.5 MI (2.4 KM) NORTHWEST OF DEERWOOD, 2.15 MI (3.46 KM) NORTH ON
 DQ8473'TRUNK HIGHWAY 6/TRUNK HIGHWAY 210 FROM THE WEST JUNCTION OF TRUNK
 DQ8473'HIGHWAY 6/TRUNK HIGHWAY 210 AND COUNTY ROAD 12 IN DEERWOOD, AT TRUNK
 DQ8473'HIGHWAY 210 MILE POINT 139.7, 66.0 FT (20.1 M) NORTH-NORTHWEST OF
 DQ8473'TRUNK HIGHWAY 6/TRUNK HIGHWAY 210, 107.8 FT (32.9 M) EAST-NORTHEAST OF
 DQ8473'A POWER POLE, 7.0 FT (2.1 M) NORTH OF A BIKE PATH, 1.0 FT (0.3 M)
 DQ8473'SOUTH OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DQ8478 ***********************************************************************
 DQ8478  DESIGNATION -  1807 E
 DQ8478  PID         -  DQ8478
 DQ8478  STATE/COUNTY-  MN/CROW WING
 DQ8478  COUNTRY     -  US
 DQ8478  USGS QUAD   -  BAY LAKE (2019)
 DQ8478
 DQ8478                         *CURRENT SURVEY CONTROL
 DQ8478  ______________________________________________________________________
 DQ8478* NAD 83(1986) POSITION- 46 29 59.50   (N) 093 51 24.69   (W)   HD_HELD1
 DQ8478* NAVD 88 ORTHO HEIGHT -   376.490 (meters)     1235.20  (feet) ADJUSTED
 DQ8478  ______________________________________________________________________
 DQ8478  GEOID HEIGHT    -        -27.775 (meters)                     GEOID18
 DQ8478  DYNAMIC HEIGHT  -        376.505 (meters)     1235.25  (feet) COMP
 DQ8478  MODELED GRAVITY -    980,642.5   (mgal)                       NAVD 88
 DQ8478
 DQ8478  VERT ORDER      -  SECOND    CLASS I
 DQ8478
 DQ8478.The horizontal coordinates were determined by differentially corrected
 DQ8478.hand held GPS observations or other comparable positioning techniques
 DQ8478.and have an estimated accuracy of +/- 3 meters.
 DQ8478
 DQ8478.The orthometric height was determined by differential leveling and
 DQ8478.adjusted by the NATIONAL GEODETIC SURVEY
 DQ8478.in April 2021.
 DQ8478
 DQ8478.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ8478.GEOID18 height accuracy estimate available here.
 DQ8478
 DQ8478.Click photographs - Photos may exist for this station.
 DQ8478
 DQ8478.The dynamic height is computed by dividing the NAVD 88
 DQ8478.geopotential number by the normal gravity value computed on the
 DQ8478.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ8478.degrees latitude (g = 980.6199 gals.).
 DQ8478
 DQ8478.The modeled gravity was interpolated from observed gravity values.
 DQ8478
 DQ8478;                    North         East    Units  Estimated Accuracy
 DQ8478;SPC MN C     -   266,779.4     830,176.3     MT  (+/- 3 meters HH1 GPS) 
 DQ8478
 DQ8478_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVM3425149944(NAD 83)
 DQ8478
 DQ8478                          SUPERSEDED SURVEY CONTROL
 DQ8478
 DQ8478.No superseded survey control is available for this station.
 DQ8478
 DQ8478_MARKER: I = METAL ROD
 DQ8478_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DQ8478_STAMPING: 1807 E 2017
 DQ8478_MARK LOGO: MNDT
 DQ8478_PROJECTION: RECESSED 5 CENTIMETERS
 DQ8478_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DQ8478_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ8478_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ8478+SATELLITE: SATELLITE OBSERVATIONS - June 08, 2023
 DQ8478_ROD/PIPE-DEPTH: 5.8 meters
 DQ8478
 DQ8478  HISTORY     - Date     Condition        Report By
 DQ8478  HISTORY     - 20170413 MONUMENTED       MNDT
 DQ8478  HISTORY     - 20190730 GOOD             MNDT
 DQ8478  HISTORY     - 20230608 GOOD             MNDT
 DQ8478
 DQ8478                          STATION DESCRIPTION
 DQ8478
 DQ8478'DESCRIBED BY MN DEPT OF TRANSP 2017
 DQ8478'THE MARK IS LOCATED ABOUT 2.4 MI (3.9 KM) NORTHEAST OF DEERWOOD.
 DQ8478'
 DQ8478'TO REACH THE MARK GO 2.4 MI (3.9 KM) EAST ALONG TRUNK HIGHWAY 210 FROM
 DQ8478'THE JUNCTION OF TRUNK HIGHWAY 210 AND TRUNK HIGHWAY 6 IN DEERWOOD, AT
 DQ8478'TRUNK HIGHWAY 210 MILE POINT 144.7.
 DQ8478'
 DQ8478'THE MARK IS LOCATED 60.0 FT (18.3 M) NORTHWEST OF TRUNK HIGHWAY 210,
 DQ8478'20.0 FT (6.1 M) SOUTHWEST OF AN ENTRANCE.
 DQ8478'
 DQ8478'NOTE-THE STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM ROD
 DQ8478'DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION REMOVABLE DISK
 DQ8478'SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH PVC
 DQ8478'PIPE BACK FILLED WITH WASHED SAND.
 DQ8478
 DQ8478                          STATION RECOVERY (2019)
 DQ8478
 DQ8478'RECOVERY NOTE BY MN DEPT OF TRANSP 2019 (DAS)
 DQ8478'RECOVERED IN GOOD CONDITION.
 DQ8478
 DQ8478                          STATION RECOVERY (2023)
 DQ8478
 DQ8478'RECOVERY NOTE BY MN DEPT OF TRANSP 2023 (MAS)
 DQ8478'2.4 MI (3.9 KM) NORTHEAST OF DEERWOOD, 2.4 MI (3.9 KM) EAST ALONG
 DQ8478'TRUNK HIGHWAY 210 FROM THE JUNCTION OF TRUNK HIGHWAY 210 AND TRUNK
 DQ8478'HIGHWAY 6 IN DEERWOOD, AT TRUNK HIGHWAY 210 MILE POINT 144.7, 53.3 FT
 DQ8478'(16.2 M) NORTHWEST OF TRUNK HIGHWAY 210, 42.0 FT (12.8 M) SOUTHWEST OF
 DQ8478'AN ENTRANCE.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DQ8479 ***********************************************************************
 DQ8479  DESIGNATION -  1807 F
 DQ8479  PID         -  DQ8479
 DQ8479  STATE/COUNTY-  MN/CROW WING
 DQ8479  COUNTRY     -  US
 DQ8479  USGS QUAD   -  IRON HUB (2019)
 DQ8479
 DQ8479                         *CURRENT SURVEY CONTROL
 DQ8479  ______________________________________________________________________
 DQ8479* NAD 83(1986) POSITION- 46 30 17.43   (N) 093 50 35.84   (W)   HD_HELD1
 DQ8479* NAVD 88 ORTHO HEIGHT -   373.486 (meters)     1225.35  (feet) ADJUSTED
 DQ8479  ______________________________________________________________________
 DQ8479  GEOID HEIGHT    -        -27.791 (meters)                     GEOID18
 DQ8479  DYNAMIC HEIGHT  -        373.503 (meters)     1225.40  (feet) COMP
 DQ8479  MODELED GRAVITY -    980,647.2   (mgal)                       NAVD 88
 DQ8479
 DQ8479  VERT ORDER      -  SECOND    CLASS I
 DQ8479
 DQ8479.The horizontal coordinates were determined by differentially corrected
 DQ8479.hand held GPS observations or other comparable positioning techniques
 DQ8479.and have an estimated accuracy of +/- 3 meters.
 DQ8479
 DQ8479.The orthometric height was determined by differential leveling and
 DQ8479.adjusted by the NATIONAL GEODETIC SURVEY
 DQ8479.in April 2021.
 DQ8479
 DQ8479.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ8479.GEOID18 height accuracy estimate available here.
 DQ8479
 DQ8479.Click photographs - Photos may exist for this station.
 DQ8479
 DQ8479.The dynamic height is computed by dividing the NAVD 88
 DQ8479.geopotential number by the normal gravity value computed on the
 DQ8479.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ8479.degrees latitude (g = 980.6199 gals.).
 DQ8479
 DQ8479.The modeled gravity was interpolated from observed gravity values.
 DQ8479
 DQ8479;                    North         East    Units  Estimated Accuracy
 DQ8479;SPC MN C     -   267,338.3     831,215.0     MT  (+/- 3 meters HH1 GPS) 
 DQ8479
 DQ8479_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVM3529850486(NAD 83)
 DQ8479
 DQ8479                          SUPERSEDED SURVEY CONTROL
 DQ8479
 DQ8479.No superseded survey control is available for this station.
 DQ8479
 DQ8479_MARKER: I = METAL ROD
 DQ8479_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DQ8479_STAMPING: 1807 F 2017
 DQ8479_MARK LOGO: MNDT
 DQ8479_PROJECTION: RECESSED 5 CENTIMETERS
 DQ8479_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DQ8479_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ8479_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ8479+SATELLITE: SATELLITE OBSERVATIONS - July 03, 2023
 DQ8479_ROD/PIPE-DEPTH: 3.4 meters
 DQ8479
 DQ8479  HISTORY     - Date     Condition        Report By
 DQ8479  HISTORY     - 20170417 MONUMENTED       MNDT
 DQ8479  HISTORY     - 20210114 GOOD             MNDT
 DQ8479  HISTORY     - 20230703 GOOD             MNDT
 DQ8479
 DQ8479                          STATION DESCRIPTION
 DQ8479
 DQ8479'DESCRIBED BY MN DEPT OF TRANSP 2017
 DQ8479'THE MARK IS LOCATED ABOUT 3.3 MI (5.3 KM) NORTHEAST OF DEERWOOD.
 DQ8479'
 DQ8479'TO REACH THE MARK GO 3.15 MI (5.07 KM) EAST ALONG TRUNK HIGHWAY 210
 DQ8479'FROM THE JUNCTION OF TRUNK HIGHWAY 210 AND TRUNK HIGHWAY 6 IN
 DQ8479'DEERWOOD, AT TRUNK HIGHWAY 210 MILE POINT 145.45.
 DQ8479'
 DQ8479'THE MARK IS LOCATED 39.7 FT (12.1 M) SOUTH-SOUTHEAST OF TRUNK HIGHWAY
 DQ8479'210, 37.3 FT (11.4 M) WEST-SOUTHWEST AN ENTRANCE, 1.5 FT (0.5 M)
 DQ8479'NORTH-NORTHWEST OF A WITNESS POST.
 DQ8479'
 DQ8479'NOTE-THE STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM ROD
 DQ8479'DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION REMOVABLE DISK
 DQ8479'SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH PVC
 DQ8479'PIPE BACK FILLED WITH WASHED SAND.
 DQ8479
 DQ8479                          STATION RECOVERY (2021)
 DQ8479
 DQ8479'RECOVERY NOTE BY MN DEPT OF TRANSP 2021 (MAS)
 DQ8479'3.3 MI (5.3 KM) NORTHEAST OF DEERWOOD, 3.15 MI (5.07 KM) EAST ALONG
 DQ8479'TRUNK HIGHWAY 210 FROM THE JUNCTION OF TRUNK HIGHWAY 210 AND TRUNK
 DQ8479'HIGHWAY 6 IN DEERWOOD, AT TRUNK HIGHWAY 210 MILE POINT 145.45, 39.7 FT
 DQ8479'(12.1 M) SOUTH-SOUTHEAST OF TRUNK HIGHWAY 210, 37.3 FT (11.4 M)
 DQ8479'WEST-SOUTHWEST AN ENTRANCE, 1.5 FT (0.5 M) NORTH-NORTHWEST OF A
 DQ8479'WITNESS POST.
 DQ8479
 DQ8479                          STATION RECOVERY (2023)
 DQ8479
 DQ8479'RECOVERY NOTE BY MN DEPT OF TRANSP 2023 (MAS)
 DQ8479'3.3 MI (5.3 KM) NORTHEAST OF DEERWOOD, 3.15 MI (5.07 KM) EAST ALONG
 DQ8479'TRUNK HIGHWAY 210 FROM THE JUNCTION OF TRUNK HIGHWAY 210 AND TRUNK
 DQ8479'HIGHWAY 6 IN DEERWOOD, AT TRUNK HIGHWAY 210 MILE POINT 145.45, 39.7 FT
 DQ8479'(12.1 M) SOUTH-SOUTHEAST OF TRUNK HIGHWAY 210, 37.3 FT (11.4 M)
 DQ8479'WEST-SOUTHWEST AN ENTRANCE, 1.5 FT (0.5 M) NORTH-NORTHWEST OF A
 DQ8479'WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 AI5849 ***********************************************************************
 AI5849  DESIGNATION -  1808 D
 AI5849  PID         -  AI5849
 AI5849  STATE/COUNTY-  MN/CROW WING
 AI5849  COUNTRY     -  US
 AI5849  USGS QUAD   -  SHEPHARD (2019)
 AI5849
 AI5849                         *CURRENT SURVEY CONTROL
 AI5849  ______________________________________________________________________
 AI5849* NAD 83(2011) POSITION- 46 14 21.58400(N) 094 06 33.38180(W)   ADJUSTED
 AI5849* NAD 83(2011) ELLIP HT-   348.824 (meters)        (06/27/12)   ADJUSTED
 AI5849* NAD 83(2011) EPOCH   -  2010.00
 AI5849* NAVD 88 ORTHO HEIGHT -   375.913 (meters)     1233.31  (feet) ADJUSTED
 AI5849  ______________________________________________________________________
 AI5849  GEOID HEIGHT    -        -27.089 (meters)                     GEOID18
 AI5849  NAD 83(2011) X  -   -316,688.255 (meters)                     COMP
 AI5849  NAD 83(2011) Y  - -4,408,025.385 (meters)                     COMP
 AI5849  NAD 83(2011) Z  -  4,583,938.950 (meters)                     COMP
 AI5849  LAPLACE CORR    -         -0.86  (seconds)                    DEFLEC18
 AI5849  DYNAMIC HEIGHT  -        375.923 (meters)     1233.34  (feet) COMP
 AI5849  MODELED GRAVITY -    980,631.7   (mgal)                       NAVD 88
 AI5849
 AI5849  VERT ORDER      -  SECOND    CLASS I
 AI5849
 AI5849  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AI5849  Standards:
 AI5849         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AI5849            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AI5849  -------------------------------------------------------------------
 AI5849  NETWORK    0.66   1.00           0.30   0.23   0.51      0.05286415
 AI5849  -------------------------------------------------------------------
 AI5849  Click here for local accuracies and other accuracy information.
 AI5849
 AI5849.The horizontal coordinates were established by GPS observations
 AI5849.and adjusted by the National Geodetic Survey in June 2012.
 AI5849
 AI5849.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AI5849.been affixed to the stable North American tectonic plate. See 
 AI5849.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AI5849
 AI5849.The horizontal coordinates are valid at the epoch date displayed above
 AI5849.which is a decimal equivalence of Year/Month/Day.
 AI5849
 AI5849.The orthometric height was determined by differential leveling and
 AI5849.adjusted by the NATIONAL GEODETIC SURVEY
 AI5849.in August 2006.
 AI5849
 AI5849.Significant digits in the geoid height do not necessarily reflect accuracy.
 AI5849.GEOID18 height accuracy estimate available here.
 AI5849
 AI5849.Click photographs - Photos may exist for this station.
 AI5849
 AI5849.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AI5849
 AI5849.The Laplace correction was computed from DEFLEC18 derived deflections.
 AI5849
 AI5849.The ellipsoidal height was determined by GPS observations
 AI5849.and is referenced to NAD 83.
 AI5849
 AI5849.The dynamic height is computed by dividing the NAVD 88
 AI5849.geopotential number by the normal gravity value computed on the
 AI5849.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI5849.degrees latitude (g = 980.6199 gals.).
 AI5849
 AI5849.The modeled gravity was interpolated from observed gravity values.
 AI5849
 AI5849. The following values were computed from the NAD 83(2011) position.
 AI5849
 AI5849;                    North         East     Units Scale Factor Converg.
 AI5849;SPC MN C     -   237,756.024   810,853.266   MT  0.99992341   +0 06 06.5
 AI5849;SPC MN C     -   780,037.89  2,660,274.42   sFT  0.99992341   +0 06 06.5
 AI5849;UTM  15      - 5,121,237.089   414,477.751   MT  0.99968991   -0 48 04.3
 AI5849
 AI5849!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI5849!SPC MN C     -   0.99994532  x   0.99992341  =   0.99986873
 AI5849!UTM  15      -   0.99994532  x   0.99968991  =   0.99963525
 AI5849
 AI5849:                Primary Azimuth Mark                     Grid Az
 AI5849:SPC MN C     -  1808 C                                   359 27 10.0
 AI5849:UTM  15      -  1808 C                                   000 21 20.8
 AI5849
 AI5849_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVM1447721237(NAD 83)
 AI5849
 AI5849|---------------------------------------------------------------------|
 AI5849| PID    Reference Object                     Distance      Geod. Az  |
 AI5849|                                                           dddmmss.s |
 AI5849| AI5848 1808 C                              APPROX. 1.5 KM 3593316.5 |
 AI5849|---------------------------------------------------------------------|
 AI5849
 AI5849                          SUPERSEDED SURVEY CONTROL
 AI5849
 AI5849  NAD 83(2007)-  46 14 21.58417(N)    094 06 33.38288(W) AD(2002.00) 0
 AI5849  ELLIP H (02/10/07)  348.846  (m)                       GP(2002.00)    
 AI5849  NAD 83(1996)-  46 14 21.58397(N)    094 06 33.38238(W) AD(       ) 1
 AI5849  ELLIP H (10/21/02)  348.885  (m)                       GP(       ) 4 1
 AI5849  NAVD 88             375.90   (m)         1233.3    (f) LEVELING    3  
 AI5849  NAVD 88 (09/27/00)  375.913  (m)         1233.31   (f) SUPERSEDED  2 1
 AI5849
 AI5849.Superseded values are not recommended for survey control.
 AI5849
 AI5849.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI5849.See file dsdata.pdf to determine how the superseded data were derived.
 AI5849
 AI5849_MARKER: DD = SURVEY DISK
 AI5849_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 AI5849_STAMPING: 1808 D 1999
 AI5849_MARK LOGO: MNDT
 AI5849_PROJECTION: FLUSH
 AI5849_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AI5849_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AI5849_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI5849+SATELLITE: SATELLITE OBSERVATIONS - September 27, 2022
 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  HISTORY     - 20210825 GOOD             MNDT
 AI5849  HISTORY     - 20220927 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.
 AI5849
 AI5849                          STATION RECOVERY (2021)
 AI5849
 AI5849'RECOVERY NOTE BY MN DEPT OF TRANSP 2021 (DAS)
 AI5849'9.0 MI (14.5 KM) SOUTH-SOUTHEAST OF BRAINERD, 8.8 MI (14.2 KM)
 AI5849'SOUTH-SOUTHEAST ALONG TRUNK HIGHWAY 25 FROM THE JUNCTION OF TRUNK
 AI5849'HIGHWAY 25 AND TRUNK HIGHWAY 18 (THE JUNCTION IS 1.5 MI (2.4 KM)
 AI5849'SOUTHEAST OF BRAINERD), AT TRUNK HIGHWAY 25 MILE POINT 147, 62.0 FT
 AI5849'(18.9 M) WEST OF TRUNK HIGHWAY 25, 2.5 FT (0.8 M) SOUTHEAST OF A FENCE
 AI5849'CORNER, 2.0 FT (0.6 M) EAST OF A FENCE, 1.8 FT (0.5 M) EAST OF A
 AI5849'WITNESS POST.
 AI5849
 AI5849                          STATION RECOVERY (2022)
 AI5849
 AI5849'RECOVERY NOTE BY MN DEPT OF TRANSP 2022 (MAS)
 AI5849'9.0 MI (14.5 KM) SOUTH-SOUTHEAST OF BRAINERD, 8.8 MI (14.2 KM)
 AI5849'SOUTH-SOUTHEAST ALONG TRUNK HIGHWAY 25 FROM THE JUNCTION OF TRUNK
 AI5849'HIGHWAY 25 AND TRUNK HIGHWAY 18 IN BRAINERD, AT TRUNK HIGHWAY 25 MILE
 AI5849'POINT 147, 62.0 FT (18.9 M) WEST OF TRUNK HIGHWAY 25, 2.5 FT (0.8 M)
 AI5849'SOUTHEAST OF A FENCE CORNER, 2.0 FT (0.6 M) EAST OF A FENCE, 1.8 FT
 AI5849'(0.5 M) EAST OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 AI5851 ***********************************************************************
 AI5851  DESIGNATION -  1808 F
 AI5851  PID         -  AI5851
 AI5851  STATE/COUNTY-  MN/CROW WING
 AI5851  COUNTRY     -  US
 AI5851  USGS QUAD   -  SHEPHARD (2019)
 AI5851
 AI5851                         *CURRENT SURVEY CONTROL
 AI5851  ______________________________________________________________________
 AI5851* NAD 83(2011) POSITION- 46 10 22.74427(N) 094 06 12.46319(W)   ADJUSTED
 AI5851* NAD 83(2011) ELLIP HT-   352.870 (meters)        (06/27/12)   ADJUSTED
 AI5851* NAD 83(2011) EPOCH   -  2010.00
 AI5851* NAVD 88 ORTHO HEIGHT -   379.832 (meters)     1246.17  (feet) ADJUSTED
 AI5851  ______________________________________________________________________
 AI5851  GEOID HEIGHT    -        -26.964 (meters)                     GEOID18
 AI5851  NAD 83(2011) X  -   -316,622.345 (meters)                     COMP
 AI5851  NAD 83(2011) Y  - -4,413,370.110 (meters)                     COMP
 AI5851  NAD 83(2011) Z  -  4,578,837.931 (meters)                     COMP
 AI5851  LAPLACE CORR    -         -0.79  (seconds)                    DEFLEC18
 AI5851  DYNAMIC HEIGHT  -        379.844 (meters)     1246.20  (feet) COMP
 AI5851  MODELED GRAVITY -    980,635.5   (mgal)                       NAVD 88
 AI5851
 AI5851  VERT ORDER      -  SECOND    CLASS I
 AI5851
 AI5851  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AI5851  Standards:
 AI5851         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AI5851            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AI5851  -------------------------------------------------------------------
 AI5851  NETWORK    0.46   0.63           0.22   0.14   0.32     -0.00946491
 AI5851  -------------------------------------------------------------------
 AI5851  Click here for local accuracies and other accuracy information.
 AI5851
 AI5851.The horizontal coordinates were established by GPS observations
 AI5851.and adjusted by the National Geodetic Survey in June 2012.
 AI5851
 AI5851.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AI5851.been affixed to the stable North American tectonic plate. See 
 AI5851.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AI5851
 AI5851.The horizontal coordinates are valid at the epoch date displayed above
 AI5851.which is a decimal equivalence of Year/Month/Day.
 AI5851
 AI5851.The orthometric height was determined by differential leveling and
 AI5851.adjusted by the NATIONAL GEODETIC SURVEY
 AI5851.in August 2006.
 AI5851
 AI5851.Significant digits in the geoid height do not necessarily reflect accuracy.
 AI5851.GEOID18 height accuracy estimate available here.
 AI5851
 AI5851.Click photographs - Photos may exist for this station.
 AI5851
 AI5851.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AI5851
 AI5851.The Laplace correction was computed from DEFLEC18 derived deflections.
 AI5851
 AI5851.The ellipsoidal height was determined by GPS observations
 AI5851.and is referenced to NAD 83.
 AI5851
 AI5851.The dynamic height is computed by dividing the NAVD 88
 AI5851.geopotential number by the normal gravity value computed on the
 AI5851.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI5851.degrees latitude (g = 980.6199 gals.).
 AI5851
 AI5851.The modeled gravity was interpolated from observed gravity values.
 AI5851
 AI5851. The following values were computed from the NAD 83(2011) position.
 AI5851
 AI5851;                    North         East     Units Scale Factor Converg.
 AI5851;SPC MN C     -   230,382.874   811,315.047   MT  0.99992600   +0 06 21.6
 AI5851;SPC MN C     -   755,847.81  2,661,789.45   sFT  0.99992600   +0 06 21.6
 AI5851;UTM  15      - 5,113,859.315   414,823.251   MT  0.99968918   -0 47 46.0
 AI5851
 AI5851!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI5851!SPC MN C     -   0.99994469  x   0.99992600  =   0.99987069
 AI5851!UTM  15      -   0.99994469  x   0.99968918  =   0.99963388
 AI5851
 AI5851:                Primary Azimuth Mark                     Grid Az
 AI5851:SPC MN C     -  1808 E                                   358 20 18.7
 AI5851:UTM  15      -  1808 E                                   359 14 26.3
 AI5851
 AI5851_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVM1482313859(NAD 83)
 AI5851
 AI5851|---------------------------------------------------------------------|
 AI5851| PID    Reference Object                     Distance      Geod. Az  |
 AI5851|                                                           dddmmss.s |
 AI5851| AI5850 1808 E                              APPROX. 1.7 KM 3582640.3 |
 AI5851|---------------------------------------------------------------------|
 AI5851
 AI5851                          SUPERSEDED SURVEY CONTROL
 AI5851
 AI5851  NAD 83(2007)-  46 10 22.74482(N)    094 06 12.46404(W) AD(2002.00) 0
 AI5851  ELLIP H (02/10/07)  352.893  (m)                       GP(2002.00)    
 AI5851  NAD 83(1996)-  46 10 22.74486(N)    094 06 12.46338(W) AD(       ) 1
 AI5851  ELLIP H (10/21/02)  352.934  (m)                       GP(       ) 4 1
 AI5851  NAVD 88             379.83   (m)         1246.2    (f) LEVELING    3  
 AI5851  NAVD 88 (09/27/00)  379.838  (m)         1246.19   (f) SUPERSEDED  2 1
 AI5851
 AI5851.Superseded values are not recommended for survey control.
 AI5851
 AI5851.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI5851.See file dsdata.pdf to determine how the superseded data were derived.
 AI5851
 AI5851_MARKER: DD = SURVEY DISK
 AI5851_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 AI5851_STAMPING: 1808 F 1999
 AI5851_MARK LOGO: MNDT
 AI5851_PROJECTION: FLUSH
 AI5851_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AI5851_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AI5851_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI5851+SATELLITE: SATELLITE OBSERVATIONS - September 27, 2022
 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  HISTORY     - 20210825 GOOD             MNDT
 AI5851  HISTORY     - 20220615 GOOD             MNDT
 AI5851  HISTORY     - 20220927 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.
 AI5851
 AI5851                          STATION RECOVERY (2021)
 AI5851
 AI5851'RECOVERY NOTE BY MN DEPT OF TRANSP 2021 (DAS)
 AI5851'14.0 MI (22.5 KM) SOUTH-SOUTHEAST OF BRAINERD, 13.40 MI (21.56 KM)
 AI5851'SOUTH-SOUTHEAST ALONG TRUNK HIGHWAY 25 FROM THE JUNCTION OF TRUNK
 AI5851'HIGHWAY 25 AND TRUNK HIGHWAY 18 (THE JUNCTION IS 1.5 MI (2.4 KM)
 AI5851'SOUTHEAST OF BRAINERD), AT TRUNK HIGHWAY 25 MILE POINT 142.4, 47.5 FT
 AI5851'(14.5 M) EAST OF TRUNK HIGHWAY 25, 115.0 FT (35.1 M) NORTHEAST OF A
 AI5851'POWER POLE, 14.0 FT (4.3 M) NORTH OF A FIELD ENTRANCE, 3.8 FT (1.2 M)
 AI5851'SOUTH OF A WITNESS POST.
 AI5851
 AI5851                          STATION RECOVERY (2022)
 AI5851
 AI5851'RECOVERY NOTE BY MN DEPT OF TRANSP 2022 (FAP)
 AI5851'RECOVERED AS DESCRIBED.
 AI5851
 AI5851                          STATION RECOVERY (2022)
 AI5851
 AI5851'RECOVERY NOTE BY MN DEPT OF TRANSP 2022 (MAS)
 AI5851'14.0 MI (22.5 KM) SOUTH-SOUTHEAST OF BRAINERD, 13.4 MI (21.6 KM)
 AI5851'SOUTH-SOUTHEAST ALONG TRUNK HIGHWAY 25 FROM THE JUNCTION OF TRUNK
 AI5851'HIGHWAY 25 AND TRUNK HIGHWAY 18 IN BRAINERD, AT TRUNK HIGHWAY 25 MILE
 AI5851'POINT 142.4, 47.5 FT (14.5 M) EAST OF TRUNK HIGHWAY 25, 115.0 FT (35.1
 AI5851'M) NORTHEAST OF A POWER POLE, 14.0 FT (4.3 M) NORTH OF A FIELD
 AI5851'ENTRANCE, 3.8 FT (1.2 M) SOUTH OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 AH5530 ***********************************************************************
 AH5530  DESIGNATION -  1809 A
 AH5530  PID         -  AH5530
 AH5530  STATE/COUNTY-  MN/CROW WING
 AH5530  COUNTRY     -  US
 AH5530  USGS QUAD   -  BRAINERD (2019)
 AH5530
 AH5530                         *CURRENT SURVEY CONTROL
 AH5530  ______________________________________________________________________
 AH5530* NAD 83(2011) POSITION- 46 20 56.65058(N) 094 14 30.65474(W)   ADJUSTED
 AH5530* NAD 83(2011) ELLIP HT-   337.326 (meters)        (02/28/24)   ADJUSTED
 AH5530* NAD 83(2011) EPOCH   -  2010.00
 AH5530* NAVD 88 ORTHO HEIGHT -   364.590 (meters)     1196.16  (feet) ADJUSTED
 AH5530  ______________________________________________________________________
 AH5530  GEOID HEIGHT    -        -27.258 (meters)                     GEOID18
 AH5530  NAD 83(2011) X  -   -326,234.183 (meters)                     COMP
 AH5530  NAD 83(2011) Y  - -4,398,478.336 (meters)                     COMP
 AH5530  NAD 83(2011) Z  -  4,592,359.683 (meters)                     COMP
 AH5530  LAPLACE CORR    -         -1.44  (seconds)                    DEFLEC18
 AH5530  DYNAMIC HEIGHT  -        364.604 (meters)     1196.21  (feet) COMP
 AH5530  MODELED GRAVITY -    980,640.3   (mgal)                       NAVD 88
 AH5530
 AH5530  VERT ORDER      -  SECOND    CLASS I
 AH5530
 AH5530  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AH5530  Standards:
 AH5530         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AH5530            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AH5530  -------------------------------------------------------------------
 AH5530  NETWORK    0.59   1.47           0.27   0.20   0.75      0.02518322
 AH5530  -------------------------------------------------------------------
 AH5530  Click here for local accuracies and other accuracy information.
 AH5530
 AH5530.The horizontal coordinates were established by GPS observations
 AH5530.and adjusted by the MN DEPT OF TRANSP in February 2024.
 AH5530
 AH5530.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AH5530.been affixed to the stable North American tectonic plate. See 
 AH5530.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AH5530
 AH5530.The horizontal coordinates are valid at the epoch date displayed above
 AH5530.which is a decimal equivalence of Year/Month/Day.
 AH5530
 AH5530.The orthometric height was determined by differential leveling and
 AH5530.adjusted by the NATIONAL GEODETIC SURVEY
 AH5530.in June 1999.
 AH5530
 AH5530.Significant digits in the geoid height do not necessarily reflect accuracy.
 AH5530.GEOID18 height accuracy estimate available here.
 AH5530
 AH5530.Click photographs - Photos may exist for this station.
 AH5530
 AH5530.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AH5530
 AH5530.The Laplace correction was computed from DEFLEC18 derived deflections.
 AH5530
 AH5530.The ellipsoidal height was determined by GPS observations
 AH5530.and is referenced to NAD 83.
 AH5530
 AH5530.The dynamic height is computed by dividing the NAVD 88
 AH5530.geopotential number by the normal gravity value computed on the
 AH5530.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH5530.degrees latitude (g = 980.6199 gals.).
 AH5530
 AH5530.The modeled gravity was interpolated from observed gravity values.
 AH5530
 AH5530. The following values were computed from the NAD 83(2011) position.
 AH5530
 AH5530;                    North         East     Units Scale Factor Converg.
 AH5530;SPC MN C     -   249,943.924   800,627.408   MT  0.99992205   +0 00 21.2
 AH5530;SPC MN C     -   820,024.36  2,626,725.09   sFT  0.99992205   +0 00 21.2
 AH5530;UTM  15      - 5,133,582.024   404,447.620   MT  0.99971223   -0 53 55.0
 AH5530
 AH5530!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH5530!SPC MN C     -   0.99994712  x   0.99992205  =   0.99986918
 AH5530!UTM  15      -   0.99994712  x   0.99971223  =   0.99965937
 AH5530
 AH5530_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVM0444733582(NAD 83)
 AH5530
 AH5530|---------------------------------------------------------------------|
 AH5530| PID    Reference Object                     Distance      Geod. Az  |
 AH5530|                                                           dddmmss.s |
 AH5530| DM3920 1809 A 1                            212.028 METERS 14333     |
 AH5530| DF8733 DURGIN                              209.107 METERS 22547     |
 AH5530| RO0840 LAMP                                256.932 METERS 34905     |
 AH5530|---------------------------------------------------------------------|
 AH5530
 AH5530                          SUPERSEDED SURVEY CONTROL
 AH5530
 AH5530  NAD 83(2011)-  46 20 56.65097(N)    094 14 30.65496(W) AD(2010.00) 0
 AH5530  ELLIP H (06/27/12)  337.340  (m)                       GP(2010.00)    
 AH5530  NAD 83(2007)-  46 20 56.65083(N)    094 14 30.65589(W) AD(2002.00) 0
 AH5530  ELLIP H (02/10/07)  337.369  (m)                       GP(2002.00)    
 AH5530  NAD 83(1996)-  46 20 56.65057(N)    094 14 30.65511(W) AD(       ) 1
 AH5530  ELLIP H (10/22/03)  337.402  (m)                       GP(       ) 4 1
 AH5530  NAVD 88             364.59   (m)         1196.2    (f) LEVELING    3  
 AH5530
 AH5530.Superseded values are not recommended for survey control.
 AH5530
 AH5530.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH5530.See file dsdata.pdf to determine how the superseded data were derived.
 AH5530
 AH5530_MARKER: DV = VERTICAL CONTROL DISK
 AH5530_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 AH5530_STAMPING: 1809 A 1991
 AH5530_MARK LOGO: MNDT
 AH5530_PROJECTION: FLUSH
 AH5530_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AH5530_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AH5530_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH5530+SATELLITE: SATELLITE OBSERVATIONS - November 14, 2023
 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     - 20050322 GOOD             MNDT
 AH5530  HISTORY     - 20060807 GOOD             USPSQD
 AH5530  HISTORY     - 20111019 GOOD             MNDT
 AH5530  HISTORY     - 20191029 GOOD             MNDT
 AH5530  HISTORY     - 20221009 GOOD             MNDT
 AH5530  HISTORY     - 20230816 GOOD             MNDT
 AH5530  HISTORY     - 20231114 GOOD             MNDT
 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 (2005)
 AH5530
 AH5530'RECOVERY NOTE BY MN DEPT OF TRANSP 2005 (MPP)
 AH5530'IN BAXTER, 0.2 MI (0.3 KM) SOUTH ON EVERGREEN DRIVE FROM WEST JUNCTION
 AH5530'OF TRUNK HIGHWAY 371 AND TRUNK HIGHWAY 210 THEN 450.0 FT (137.2 M)
 AH5530'EAST ON INDUSTRIAL PARK DRIVE.
 AH5530'
 AH5530'IT IS 31.5 FT (9.6 M) SOUTH OF INDUSTRIAL PARK DRIVE, 139.0 FT (42.4
 AH5530'M) WEST OF NORTH ENTRANCE TO HIGHWAY DEPARTMENT MAINTENANCE BUILDING,
 AH5530'113.4 FT (34.6 M) NORTH OF CYCLONE FENCE, 94.8 FT (28.9 M) EAST OF
 AH5530'POWER POLE, 0.8 FT (24 CM) NORTH OF A WITNESS POST.
 AH5530
 AH5530                          STATION RECOVERY (2006)
 AH5530
 AH5530'RECOVERY NOTE BY US POWER SQUADRON 2006 (RHO)
 AH5530'RECOVERED IN GOOD CONDITION.
 AH5530
 AH5530                          STATION RECOVERY (2011)
 AH5530
 AH5530'RECOVERY NOTE BY MN DEPT OF TRANSP 2011 (KMS)
 AH5530'RECOVERED AS DESCRIBED.
 AH5530
 AH5530                          STATION RECOVERY (2019)
 AH5530
 AH5530'RECOVERY NOTE BY MN DEPT OF TRANSP 2019 (MAS)
 AH5530'RECOVERED IN GOOD CONDITION.
 AH5530
 AH5530                          STATION RECOVERY (2022)
 AH5530
 AH5530'RECOVERY NOTE BY MN DEPT OF TRANSP 2022 (MAS)
 AH5530'RECOVERED AS DESCRIBED.
 AH5530
 AH5530                          STATION RECOVERY (2023)
 AH5530
 AH5530'RECOVERY NOTE BY MN DEPT OF TRANSP 2023 (MAS)
 AH5530'IN BAXTER, 0.5 MI (0.8 KM) SOUTH ALONG TRUNK HIGHWAY 371 FROM THE
 AH5530'JUNCTION OF TRUNK HIGHWAY 371 AND TRUNK HIGHWAY 210 IN BAXTER THEN
 AH5530'0.15 MI (0.24 KM) EAST ON COLLEGE ROAD, THEN 0.4 MI (0.6 KM) NORTH TO
 AH5530'THE EAST ON INDUSTRIAL PARK ROAD (EVERGREEN DRIVE), 31.5 FT (9.6 M)
 AH5530'SOUTH OF INDUSTRIAL PARK DRIVE, 139.0 FT (42.4 M) WEST OF THE NORTH
 AH5530'ENTRANCE TO THE HIGHWAY DEPARTMENT MAINTENANCE BUILDING, 113.4 FT
 AH5530'(34.6 M) NORTH OF A CYCLONE FENCE, 94.8 FT (28.9 M) EAST OF A POWER
 AH5530'POLE, 0.8 FT (24 CM) NORTH OF A WITNESS POST.
 AH5530
 AH5530                          STATION RECOVERY (2023)
 AH5530
 AH5530'RECOVERY NOTE BY MN DEPT OF TRANSP 2023 (AXH)
 AH5530'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DM3920 ***********************************************************************
 DM3920  DESIGNATION -  1809 A 1
 DM3920  PID         -  DM3920
 DM3920  STATE/COUNTY-  MN/CROW WING
 DM3920  COUNTRY     -  US
 DM3920  USGS QUAD   -  BRAINERD (2019)
 DM3920
 DM3920                         *CURRENT SURVEY CONTROL
 DM3920  ______________________________________________________________________
 DM3920* NAD 83(2011) POSITION- 46 20 51.12665(N) 094 14 24.76423(W)   ADJUSTED
 DM3920* NAD 83(2011) ELLIP HT-   337.441 (meters)        (04/28/15)   ADJUSTED
 DM3920* NAD 83(2011) EPOCH   -  2010.00
 DM3920* NAVD 88 ORTHO HEIGHT -   364.691 (meters)     1196.49  (feet) ADJUSTED
 DM3920  ______________________________________________________________________
 DM3920  GEOID HEIGHT    -        -27.255 (meters)                     GEOID18
 DM3920  NAD 83(2011) X  -   -326,117.702 (meters)                     COMP
 DM3920  NAD 83(2011) Y  - -4,398,610.810 (meters)                     COMP
 DM3920  NAD 83(2011) Z  -  4,592,242.024 (meters)                     COMP
 DM3920  LAPLACE CORR    -         -1.43  (seconds)                    DEFLEC18
 DM3920  DYNAMIC HEIGHT  -        364.705 (meters)     1196.54  (feet) COMP
 DM3920  MODELED GRAVITY -    980,640.3   (mgal)                       NAVD 88
 DM3920
 DM3920  VERT ORDER      -  SECOND    CLASS I
 DM3920
 DM3920  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DM3920  Standards:
 DM3920         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DM3920            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DM3920  -------------------------------------------------------------------
 DM3920  NETWORK    0.39   0.61           0.18   0.13   0.31      0.01322071
 DM3920  -------------------------------------------------------------------
 DM3920  Click here for local accuracies and other accuracy information.
 DM3920
 DM3920.The horizontal coordinates were established by GPS observations
 DM3920.and adjusted by the MN DEPT OF TRANSP in April 2015.
 DM3920
 DM3920.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DM3920.been affixed to the stable North American tectonic plate. See 
 DM3920.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DM3920
 DM3920.The horizontal coordinates are valid at the epoch date displayed above
 DM3920.which is a decimal equivalence of Year/Month/Day.
 DM3920
 DM3920.The orthometric height was determined by differential leveling and
 DM3920.adjusted by the NATIONAL GEODETIC SURVEY
 DM3920.in February 2011.
 DM3920
 DM3920.No vertical observational check was made to the station.
 DM3920
 DM3920.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM3920.GEOID18 height accuracy estimate available here.
 DM3920
 DM3920.Click photographs - Photos may exist for this station.
 DM3920
 DM3920.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DM3920
 DM3920.The Laplace correction was computed from DEFLEC18 derived deflections.
 DM3920
 DM3920.The ellipsoidal height was determined by GPS observations
 DM3920.and is referenced to NAD 83.
 DM3920
 DM3920.The dynamic height is computed by dividing the NAVD 88
 DM3920.geopotential number by the normal gravity value computed on the
 DM3920.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM3920.degrees latitude (g = 980.6199 gals.).
 DM3920
 DM3920.The modeled gravity was interpolated from observed gravity values.
 DM3920
 DM3920. The following values were computed from the NAD 83(2011) position.
 DM3920
 DM3920;                    North         East     Units Scale Factor Converg.
 DM3920;SPC MN C     -   249,773.388   800,753.369   MT  0.99992205   +0 00 25.5
 DM3920;SPC MN C     -   819,464.86  2,627,138.34   sFT  0.99992205   +0 00 25.5
 DM3920;UTM  15      - 5,133,409.557   404,570.847   MT  0.99971194   -0 53 50.7
 DM3920
 DM3920!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DM3920!SPC MN C     -   0.99994710  x   0.99992205  =   0.99986916
 DM3920!UTM  15      -   0.99994710  x   0.99971194  =   0.99965906
 DM3920
 DM3920_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVM0457033409(NAD 83)
 DM3920
 DM3920|---------------------------------------------------------------------|
 DM3920| PID    Reference Object                     Distance      Geod. Az  |
 DM3920|                                                           dddmmss.s |
 DM3920| DF8733 DURGIN                              276.918 METERS 27507     |
 DM3920| AH5530 1809 A                              212.028 METERS 32333     |
 DM3920|---------------------------------------------------------------------|
 DM3920
 DM3920                          SUPERSEDED SURVEY CONTROL
 DM3920
 DM3920.No superseded survey control is available for this station.
 DM3920
 DM3920_MARKER: DD = SURVEY DISK
 DM3920_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DM3920_STAMPING: 1809 A 1 2005
 DM3920_MARK LOGO: MNDT
 DM3920_PROJECTION: FLUSH
 DM3920_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DM3920_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DM3920_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DM3920+SATELLITE: SATELLITE OBSERVATIONS - November 15, 2023
 DM3920_ROD/PIPE-DEPTH: 24.4 meters
 DM3920
 DM3920  HISTORY     - Date     Condition        Report By
 DM3920  HISTORY     - 20050406 MONUMENTED       MNDT
 DM3920  HISTORY     - 20111019 GOOD             MNDT
 DM3920  HISTORY     - 20191029 GOOD             MNDT
 DM3920  HISTORY     - 20221018 GOOD             MNDT
 DM3920  HISTORY     - 20230816 GOOD             MNDT
 DM3920  HISTORY     - 20231115 GOOD             MNDT
 DM3920
 DM3920                          STATION DESCRIPTION
 DM3920
 DM3920'DESCRIBED BY MN DEPT OF TRANSP 2005
 DM3920'IN BAXTER, 0.50 MI (0.8 KM) SOUTH ALONG TRUNK HIGHWAY 371 BYPASS FROM
 DM3920'THE JUNCTION OF TRUNK HIGHWAY 371 BYPASS AND TRUNK HIGHWAY 210, TO
 DM3920'TRUNK HIGHWAY 371 BYPASS MILEPOST 32.0, THENCE 0.05 MI (0.1 KM) EAST
 DM3920'ON COLLEGE ROAD.
 DM3920'
 DM3920'THENCE GO 0.40 MI (0.6 KM) NORTH AND EAST ON INDUSTRIAL PARK ROAD,
 DM3920'THENCE 0.15 MI (0.2 KM) SOUTH THROUGH MNDT MAINTENANCE SECURITY FENCE
 DM3920'TO MARK NEAR GAS TANKS, 80 FT (24.4 M) SOUTHWEST OF THE SOUTHEAST
 DM3920'CORNER OF GAS BUILDING, 90 FT (27.4 M) NORTHEAST OF LIGHT POLE, 7 FT
 DM3920'(2.1 M) EAST OF EDGE OF BITUMINOUS.
 DM3920
 DM3920                          STATION RECOVERY (2011)
 DM3920
 DM3920'RECOVERY NOTE BY MN DEPT OF TRANSP 2011 (KMS)
 DM3920'IN BAXTER, 0.50 MILE SOUTH ALONG TRUNK HIGHWAY 371 BYPASS FROM
 DM3920'JUNCTION OF TRUNK HIGHWAY 371 BYPASS AND TRUNK HIGHWAY 210, TO TRUNK
 DM3920'HIGHWAY 371 BYPASS MILEPOST 32.0, THEN 0.15 MILE EAST ON COLLEGE ROAD,
 DM3920'THEN 0.40 MILE NORTH AND EAST ON INDUSTRIAL PARK ROAD, THEN 0.15 MILE
 DM3920'SOUTH THROUGH MINNESOTA DEPARTMENT OF TRANSPORTATION MAINTENANCE
 DM3920'SECURITY FENCE TO MARK NEAR GAS TANKS, 80 FEET SOUTHWEST OF SOUTHEAST
 DM3920'CORNER OF GAS BUILDING, 90 FEET NORTHEAST OF LIGHT POLE, 51.6 FEET
 DM3920'WEST-SOUTHWEST OF WITNESS POST.
 DM3920
 DM3920                          STATION RECOVERY (2019)
 DM3920
 DM3920'RECOVERY NOTE BY MN DEPT OF TRANSP 2019 (MAS)
 DM3920'RECOVERED IN GOOD CONDITION.
 DM3920
 DM3920                          STATION RECOVERY (2022)
 DM3920
 DM3920'RECOVERY NOTE BY MN DEPT OF TRANSP 2022 (MAS)
 DM3920'THE MARK IS LOCATED ABOUT 8.7 MI (14.0 KM) SOUTH-SOUTHWEST OF
 DM3920'MERRIFIELD, 2.2 MI (3.5 KM) EAST OF BAXTER AND 2.0 MI (3.2 KM)
 DM3920'WEST-SOUTHWEST OF BRAINERD.
 DM3920'
 DM3920'THE MARK WAS LOCATED ABOUT IN BAXTER, 0.5 MI (0.8 KM) SOUTH ALONG
 DM3920'TRUNK HIGHWAY 371 BYPASS FROM THE JUNCTION OF TRUNK HIGHWAY 371 BYPASS
 DM3920'AND TRUNK HIGHWAY 210 TO TRUNK HIGHWAY 371 BYPASS MILEPOST 32.0, THEN
 DM3920'0.15 MI (0.24 KM) EAST ON COLLEGE ROAD, THEN 0.4 MI (0.6 KM) NORTH AND
 DM3920'EAST ON INDUSTRIAL PARK ROAD, THEN 0.15 MI (0.24 KM) SOUTH THROUGH THE
 DM3920'MINNESOTA DEPARTMENT OF TRANSPORTATION MAINTENANCE SECURITY FENCE TO
 DM3920'STATION NEAR THE SALT SHED.
 DM3920'
 DM3920'IT IS 80.0 FT (24.4 M) SOUTHEAST OF THE SOUTHEAST CORNER OF THE GAS
 DM3920'BUILDING, 90.0 FT (27.4 M) NORTHEAST OF A LIGHT POLE AND 51.6 FT (15.7
 DM3920'M) WEST-SOUTHWEST OF A WITNESS POST (WITNESS POST IS AT THE SOUTHWEST
 DM3920'CORNER OF THE SALT SHED).
 DM3920
 DM3920                          STATION RECOVERY (2023)
 DM3920
 DM3920'RECOVERY NOTE BY MN DEPT OF TRANSP 2023 (MAS)
 DM3920'IN BAXTER, 0.5 MI (0.8 KM) SOUTH ALONG TRUNK HIGHWAY 371 BYPASS FROM
 DM3920'THE JUNCTION OF TRUNK HIGHWAY 371 BYPASS AND TRUNK HIGHWAY 210 TO
 DM3920'TRUNK HIGHWAY 371 BYPASS MILEPOST 32.0, THEN 0.15 MI (0.24 KM) EAST ON
 DM3920'COLLEGE ROAD, THEN 0.4 MI (0.6 KM) NORTH AND EAST ON INDUSTRIAL PARK
 DM3920'ROAD, THEN 0.15 MI (0.24 KM) SOUTH THROUGH THE MINNESOTA DEPARTMENT OF
 DM3920'TRANSPORTATION MAINTENANCE SECURITY FENCE TO STATION 1809 A 1 NEAR THE
 DM3920'SALT SHED, 80.0 FT (24.4 M) SOUTHEAST OF THE SOUTHEAST CORNER OF THE
 DM3920'GAS BUILDING, 90.0 FT (27.4 M) NORTHEAST OF A LIGHT POLE, 51.6 FT
 DM3920'(15.7 M) WEST-SOUTHWEST OF A WITNESS POST (WITNESS POST IS AT THE
 DM3920'SOUTHWEST CORNER OF THE SALT SHED).  THE DISK IS STARTING TO
 DM3920'DETERIORATE DUE TO SALT RESIDUE.
 DM3920
 DM3920                          STATION RECOVERY (2023)
 DM3920
 DM3920'RECOVERY NOTE BY MN DEPT OF TRANSP 2023 (AXD)
 DM3920'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 AH5531 ***********************************************************************
 AH5531  DESIGNATION -  1809 B
 AH5531  PID         -  AH5531
 AH5531  STATE/COUNTY-  MN/CROW WING
 AH5531  COUNTRY     -  US
 AH5531  USGS QUAD   -  BRAINERD (2019)
 AH5531
 AH5531                         *CURRENT SURVEY CONTROL
 AH5531  ______________________________________________________________________
 AH5531* NAD 83(1986) POSITION- 46 20 17.     (N) 094 14 40.     (W)   SCALED
 AH5531* NAVD 88 ORTHO HEIGHT -   363.065 (meters)     1191.16  (feet) ADJUSTED
 AH5531  ______________________________________________________________________
 AH5531  GEOID HEIGHT    -        -27.229 (meters)                     GEOID18
 AH5531  DYNAMIC HEIGHT  -        363.078 (meters)     1191.20  (feet) COMP
 AH5531  MODELED GRAVITY -    980,640.3   (mgal)                       NAVD 88
 AH5531
 AH5531  VERT ORDER      -  SECOND    CLASS I
 AH5531
 AH5531.The horizontal coordinates were scaled from a map and have
 AH5531.an estimated accuracy of +/- 6 seconds.
 AH5531
 AH5531.The orthometric height was determined by differential leveling and
 AH5531.adjusted by the NATIONAL GEODETIC SURVEY
 AH5531.in June 1999.
 AH5531
 AH5531.Significant digits in the geoid height do not necessarily reflect accuracy.
 AH5531.GEOID18 height accuracy estimate available here.
 AH5531
 AH5531.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVM042323(NAD 83)
 AH5531
 AH5531                          SUPERSEDED SURVEY CONTROL
 AH5531
 AH5531.No superseded survey control is available for this station.
 AH5531
 AH5531_MARKER: DV = VERTICAL CONTROL DISK
 AH5531_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 AH5531_STAMPING: 1809 B 1991
 AH5531_MARK LOGO: MNDT
 AH5531_PROJECTION: FLUSH
 AH5531_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AH5531_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AH5531_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH5531+SATELLITE: SATELLITE OBSERVATIONS - August 15, 2023
 AH5531_ROD/PIPE-DEPTH: 21.0 meters
 AH5531
 AH5531  HISTORY     - Date     Condition        Report By
 AH5531  HISTORY     - 1991     MONUMENTED       MNDT
 AH5531  HISTORY     - 20050322 GOOD             MNDT
 AH5531  HISTORY     - 20111019 GOOD             MNDT
 AH5531  HISTORY     - 20230815 GOOD             MNDT
 AH5531
 AH5531                          STATION DESCRIPTION
 AH5531
 AH5531'DESCRIBED BY MN DEPT OF TRANSP 1991 (HTS)
 AH5531'THE MARK IS LOCATED IN BAXTER, 0.95 MI (1.53 KM) SOUTH ON EVERGREEN
 AH5531'DRIVE FROM THE WEST JCT OF TH 371 AND TH 210, 32 FT (9.8 M) EAST OF
 AH5531'EVERGREEN DRIVE, 28.5 FT (8.7 M) NORTH OF THE ENT TO THE SAND BURR
 AH5531'GULCH RANCH (C. L. WARNER), 44 FT (13.4 M) NORTH OF TEL PEDESTAL NO
 AH5531'412-3, 2.7 FT (0.8 M) WEST OF A FENCELINE, 15.5 FT (4.7 M) NNW OF THE
 AH5531'COR FENCE POST, AND 0.9 FT (27.4 CM) NORTH OF A WIT POST.
 AH5531
 AH5531                          STATION RECOVERY (2005)
 AH5531
 AH5531'RECOVERY NOTE BY MN DEPT OF TRANSP 2005 (MPP)
 AH5531'IN BAXTER, 0.95 MILES SOUTH ON EVERGREEN DRIVE FROM WEST JUNCTION OF
 AH5531'TRUNK HIGHWAY 371 AND TRUNK HIGHWAY 210, 32 FEET EAST OF EVERGREEN
 AH5531'DRIVE, 28.5 FEET NORTH OF ENTRANCE TO SAND BURR GULCH RANCH (C.L.
 AH5531'WARNER), 44 FEET NORTH OF TELEPHONE PEDESTAL 412-3, 2.7 FEET WEST OF
 AH5531'FENCELINE, 15.5 FEET NORTH-NORTHWEST OF CORNER FENCE POST, 0.9 FEET
 AH5531'NORTH OF WITNESS POST
 AH5531
 AH5531                          STATION RECOVERY (2011)
 AH5531
 AH5531'RECOVERY NOTE BY MN DEPT OF TRANSP 2011 (KMS)
 AH5531'RECOVERED IN GOOD CONDITION.
 AH5531
 AH5531                          STATION RECOVERY (2023)
 AH5531
 AH5531'RECOVERY NOTE BY MN DEPT OF TRANSP 2023 (MAS)
 AH5531'IN BAXTER, 0.5 MI (0.8 KM) SOUTH ALONG TRUNK HIGHWAY 371 FROM THE
 AH5531'JUNCTION OF TRUNK HIGHWAY 371 AND TRUNK HIGHWAY 210 IN BAXTER, THEN
 AH5531'0.1 MI (0.2 KM) EAST ON COLLEGE ROAD, THEN 0.4 MI (0.6 KM) SOUTH ON
 AH5531'EVERGREEN DRIVE, 32.0 FT (9.8 M) EAST OF EVERGREEN DRIVE, 28.5 FT (8.7
 AH5531'M) NORTH OF DRIVEWAY NUMBER 12900, 44.0 FT (13.4 M) NORTH OF A
 AH5531'TELEPHONE PEDESTAL 412-3, 2.7 FT (0.8 M) WEST OF A FENCE LINE, 15.5 FT
 AH5531'(4.7 M) NORTH-NORTHWEST OF A CORNER FENCE POST, 2.7 FT (0.8 M) WEST OF
 AH5531'A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 AH5533 ***********************************************************************
 AH5533  DESIGNATION -  1809 D
 AH5533  PID         -  AH5533
 AH5533  STATE/COUNTY-  MN/CROW WING
 AH5533  COUNTRY     -  US
 AH5533  USGS QUAD   -  BAXTER (2019)
 AH5533
 AH5533                         *CURRENT SURVEY CONTROL
 AH5533  ______________________________________________________________________
 AH5533* NAD 83(1986) POSITION- 46 18 52.     (N) 094 15 43.     (W)   SCALED
 AH5533* NAVD 88 ORTHO HEIGHT -   363.068 (meters)     1191.17  (feet) ADJUSTED
 AH5533  ______________________________________________________________________
 AH5533  GEOID HEIGHT    -        -27.166 (meters)                     GEOID18
 AH5533  DYNAMIC HEIGHT  -        363.081 (meters)     1191.21  (feet) COMP
 AH5533  MODELED GRAVITY -    980,640.0   (mgal)                       NAVD 88
 AH5533
 AH5533  VERT ORDER      -  SECOND    CLASS I
 AH5533
 AH5533.The horizontal coordinates were scaled from a map and have
 AH5533.an estimated accuracy of +/- 6 seconds.
 AH5533
 AH5533.The orthometric height was determined by differential leveling and
 AH5533.adjusted by the NATIONAL GEODETIC SURVEY
 AH5533.in June 1999.
 AH5533
 AH5533.Significant digits in the geoid height do not necessarily reflect accuracy.
 AH5533.GEOID18 height accuracy estimate available here.
 AH5533
 AH5533.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVM028297(NAD 83)
 AH5533
 AH5533                          SUPERSEDED SURVEY CONTROL
 AH5533
 AH5533.No superseded survey control is available for this station.
 AH5533
 AH5533_MARKER: DV = VERTICAL CONTROL DISK
 AH5533_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 AH5533_STAMPING: 1809 D 1991
 AH5533_MARK LOGO: MNDT
 AH5533_PROJECTION: FLUSH
 AH5533_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AH5533_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AH5533_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH5533+SATELLITE: SATELLITE OBSERVATIONS - 1991
 AH5533_ROD/PIPE-DEPTH: 27.4 meters
 AH5533
 AH5533  HISTORY     - Date     Condition        Report By
 AH5533  HISTORY     - 1991     MONUMENTED       MNDT
 AH5533
 AH5533                          STATION DESCRIPTION
 AH5533
 AH5533'DESCRIBED BY MN DEPT OF TRANSP 1991 (HTS)
 AH5533'THE MARK IS LOCATED ABOUT 5 MI (8.0 KM) SW OF BRAINERD, 1.3 MI (2.1
 AH5533'KM) SOUTH ON EVERGREEN DRIVE FROM THE WEST JCT OF TH 371 AND TH 210,
 AH5533'THEN 0.25 MI (0.40 KM) WEST ON CO RD 48, THEN 1.65 MI (2.66 KM) SOUTH
 AH5533'ON FORESTVIEW DRIVE, THEN 0.2 MI (0.3 KM) EAST ALONG THE POWERLINE AT
 AH5533'THE FIRST POLE WEST OF THE RIVER, 75 FT (22.9 M) WEST OF THE WEST BANK
 AH5533'OF THE MISSISSIPPI RIVER, 3.3 FT (1.0 M) NW OF A P-POLE, AND 1.4 FT
 AH5533'(0.4 M) WEST OF A WIT POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 AH5534 ***********************************************************************
 AH5534  DESIGNATION -  1809 E
 AH5534  PID         -  AH5534
 AH5534  STATE/COUNTY-  MN/CROW WING
 AH5534  COUNTRY     -  US
 AH5534  USGS QUAD   -  BAXTER (2019)
 AH5534
 AH5534                         *CURRENT SURVEY CONTROL
 AH5534  ______________________________________________________________________
 AH5534* NAD 83(1986) POSITION- 46 18 51.     (N) 094 15 38.     (W)   SCALED
 AH5534* NAVD 88 ORTHO HEIGHT -   360.632 (meters)     1183.17  (feet) ADJUSTED
 AH5534  ______________________________________________________________________
 AH5534  GEOID HEIGHT    -        -27.166 (meters)                     GEOID18
 AH5534  DYNAMIC HEIGHT  -        360.645 (meters)     1183.22  (feet) COMP
 AH5534  MODELED GRAVITY -    980,640.0   (mgal)                       NAVD 88
 AH5534
 AH5534  VERT ORDER      -  SECOND    CLASS I
 AH5534
 AH5534.The horizontal coordinates were scaled from a map and have
 AH5534.an estimated accuracy of +/- 6 seconds.
 AH5534
 AH5534.The orthometric height was determined by differential leveling and
 AH5534.adjusted by the NATIONAL GEODETIC SURVEY
 AH5534.in June 1999.
 AH5534
 AH5534.Significant digits in the geoid height do not necessarily reflect accuracy.
 AH5534.GEOID18 height accuracy estimate available here.
 AH5534
 AH5534.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVM029297(NAD 83)
 AH5534
 AH5534                          SUPERSEDED SURVEY CONTROL
 AH5534
 AH5534.No superseded survey control is available for this station.
 AH5534
 AH5534_MARKER: DV = VERTICAL CONTROL DISK
 AH5534_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 AH5534_STAMPING: 1809 E 1991
 AH5534_MARK LOGO: MNDT
 AH5534_PROJECTION: FLUSH
 AH5534_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AH5534_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AH5534_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH5534+SATELLITE: SATELLITE OBSERVATIONS - 1991
 AH5534_ROD/PIPE-DEPTH: 30.5 meters
 AH5534
 AH5534  HISTORY     - Date     Condition        Report By
 AH5534  HISTORY     - 1991     MONUMENTED       MNDT
 AH5534
 AH5534                          STATION DESCRIPTION
 AH5534
 AH5534'DESCRIBED BY MN DEPT OF TRANSP 1991 (HTS)
 AH5534'THE MARK IS LOCATED ABOUT 3 MI (4.8 KM) SW OF BRAINERD, 0.8 MI (1.3
 AH5534'KM) NORTH ON A GRAVEL RD FROM THE JCT OF A NE-SW ST AND A NW-SE ST AND
 AH5534'TWP RD NORTH IN THE NE PART OF BARROWS TO THE POWER LINE CROSSING,
 AH5534'THEN 0.35 MI (0.56 KM) SW ALONG THE POWERLINE, 50 FT (15.2 M) EAST OF
 AH5534'THE EAST BANK OF THE MISSISSIPPI RIVER, 3.5 FT (1.1 M) NE OF A P-POLE,
 AH5534'AND 2.0 FT (0.6 M) NORTH OF A WIT POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 AH5535 ***********************************************************************
 AH5535  DESIGNATION -  1809 F
 AH5535  PID         -  AH5535
 AH5535  STATE/COUNTY-  MN/CROW WING
 AH5535  COUNTRY     -  US
 AH5535  USGS QUAD   -  BAXTER (2019)
 AH5535
 AH5535                         *CURRENT SURVEY CONTROL
 AH5535  ______________________________________________________________________
 AH5535* NAD 83(1986) POSITION- 46 18 58.     (N) 094 15 11.     (W)   SCALED
 AH5535* NAVD 88 ORTHO HEIGHT -   364.423 (meters)     1195.61  (feet) ADJUSTED
 AH5535  ______________________________________________________________________
 AH5535  GEOID HEIGHT    -        -27.173 (meters)                     GEOID18
 AH5535  DYNAMIC HEIGHT  -        364.436 (meters)     1195.65  (feet) COMP
 AH5535  MODELED GRAVITY -    980,639.8   (mgal)                       NAVD 88
 AH5535
 AH5535  VERT ORDER      -  SECOND    CLASS I
 AH5535
 AH5535.The horizontal coordinates were scaled from a map and have
 AH5535.an estimated accuracy of +/- 6 seconds.
 AH5535
 AH5535.The orthometric height was determined by differential leveling and
 AH5535.adjusted by the NATIONAL GEODETIC SURVEY
 AH5535.in June 1999.
 AH5535
 AH5535.Significant digits in the geoid height do not necessarily reflect accuracy.
 AH5535.GEOID18 height accuracy estimate available here.
 AH5535
 AH5535.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVM035299(NAD 83)
 AH5535
 AH5535                          SUPERSEDED SURVEY CONTROL
 AH5535
 AH5535.No superseded survey control is available for this station.
 AH5535
 AH5535_MARKER: DV = VERTICAL CONTROL DISK
 AH5535_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 AH5535_STAMPING: 1809 F 1991
 AH5535_MARK LOGO: MNDT
 AH5535_PROJECTION: RECESSED 10 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 NOT SUITABLE FOR
 AH5535+SATELLITE: SATELLITE OBSERVATIONS - July 27, 2023
 AH5535_ROD/PIPE-DEPTH: 30.5 meters
 AH5535
 AH5535  HISTORY     - Date     Condition        Report By
 AH5535  HISTORY     - 1991     MONUMENTED       MNDT
 AH5535  HISTORY     - 20230727 GOOD             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.
 AH5535
 AH5535                          STATION RECOVERY (2023)
 AH5535
 AH5535'RECOVERY NOTE BY MN DEPT OF TRANSP 2023 (MAS)
 AH5535'3.0 MI (4.8 KM) SOUTHWEST OF BRAINERD, 1.6 MI (2.6 KM) NORTHEAST ALONG
 AH5535'BUSINESS 371 FROM THE JUNCTION OF BUSINESS 371 AND TRUNK HIGHWAY 371
 AH5535'(THE JUNCTION IS 6 MI (9.7 KM) SOUTHWEST OF BRAINERD), THEN 0.25 MI
 AH5535'(0.40 KM) WEST ON BARROWS AVENUE, THEN 0.8 MI (1.3 KM) NORTH ON TOWN
 AH5535'HALL STREET, 225.0 FT (68.6 M) EAST OF TOWN HALL STREET, 16.5 FT (5.0
 AH5535'M) NORTH OF SHEQUEN DRIVE (PRIVATE ROAD), 2.2 FT (0.7 M) WEST OF A
 AH5535'WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 AH5536 ***********************************************************************
 AH5536  DESIGNATION -  1809 G
 AH5536  PID         -  AH5536
 AH5536  STATE/COUNTY-  MN/CROW WING
 AH5536  COUNTRY     -  US
 AH5536  USGS QUAD   -  BAXTER (2019)
 AH5536
 AH5536                         *CURRENT SURVEY CONTROL
 AH5536  ______________________________________________________________________
 AH5536* NAD 83(1986) POSITION- 46 18 19.     (N) 094 15 06.     (W)   SCALED
 AH5536* NAVD 88 ORTHO HEIGHT -   366.783 (meters)     1203.35  (feet) ADJUSTED
 AH5536  ______________________________________________________________________
 AH5536  GEOID HEIGHT    -        -27.149 (meters)                     GEOID18
 AH5536  DYNAMIC HEIGHT  -        366.796 (meters)     1203.40  (feet) COMP
 AH5536  MODELED GRAVITY -    980,639.2   (mgal)                       NAVD 88
 AH5536
 AH5536  VERT ORDER      -  SECOND    CLASS I
 AH5536
 AH5536.The horizontal coordinates were scaled from a map and have
 AH5536.an estimated accuracy of +/- 6 seconds.
 AH5536
 AH5536.The orthometric height was determined by differential leveling and
 AH5536.adjusted by the NATIONAL GEODETIC SURVEY
 AH5536.in June 1999.
 AH5536
 AH5536.Significant digits in the geoid height do not necessarily reflect accuracy.
 AH5536.GEOID18 height accuracy estimate available here.
 AH5536
 AH5536.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVM036287(NAD 83)
 AH5536
 AH5536                          SUPERSEDED SURVEY CONTROL
 AH5536
 AH5536.No superseded survey control is available for this station.
 AH5536
 AH5536_MARKER: DV = VERTICAL CONTROL DISK
 AH5536_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 AH5536_STAMPING: 1809 G 1991
 AH5536_MARK LOGO: MNDT
 AH5536_PROJECTION: RECESSED 15 CENTIMETERS
 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 - July 27, 2023
 AH5536_ROD/PIPE-DEPTH: 22.9 meters
 AH5536
 AH5536  HISTORY     - Date     Condition        Report By
 AH5536  HISTORY     - 1991     MONUMENTED       MNDT
 AH5536  HISTORY     - 20230727 GOOD             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.
 AH5536
 AH5536                          STATION RECOVERY (2023)
 AH5536
 AH5536'RECOVERY NOTE BY MN DEPT OF TRANSP 2023 (MAS)
 AH5536'3.5 MI (5.6 KM) SOUTHWEST OF BRAINERD, AT THE NORTHEAST PART OF
 AH5536'BARROWS, 1.6 MI (2.6 KM) NORTHEAST ALONG BUSINESS 371 FROM THE
 AH5536'JUNCTION OF BUSINESS 371 AND TRUNK HIGHWAY 371 (THE JUNCTION IS 6 MI
 AH5536'(9.7 KM) SOUTHWEST OF BRAINERD), THEN 0.25 MI (0.40 KM) WEST ON
 AH5536'BARROWS AVENUE, 64.5 FT (19.7 M) NORTH-NORTHWEST OF BARROWS ROAD, 36.0
 AH5536'FT (11.0 M) SOUTHWEST OF TOWN HALL STREET, 3.2 FT (1.0 M) SOUTH OF A
 AH5536'POWER POLE, 1.1 FT (0.3 M) NORTH OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DF8747 ***********************************************************************
 DF8747  DESIGNATION -  1809 J
 DF8747  PID         -  DF8747
 DF8747  STATE/COUNTY-  MN/CROW WING
 DF8747  COUNTRY     -  US
 DF8747  USGS QUAD   -  BAXTER (2019)
 DF8747
 DF8747                         *CURRENT SURVEY CONTROL
 DF8747  ______________________________________________________________________
 DF8747* NAD 83(2011) POSITION- 46 17 01.15821(N) 094 17 07.35346(W)   ADJUSTED
 DF8747* NAD 83(2011) ELLIP HT-   336.910 (meters)        (06/27/12)   ADJUSTED
 DF8747* NAD 83(2011) EPOCH   -  2010.00
 DF8747* NAVD 88 ORTHO HEIGHT -   364.005 (meters)     1194.24  (feet) ADJUSTED
 DF8747  ______________________________________________________________________
 DF8747  GEOID HEIGHT    -        -27.092 (meters)                     GEOID18
 DF8747  NAD 83(2011) X  -   -329,968.524 (meters)                     COMP
 DF8747  NAD 83(2011) Y  - -4,403,472.875 (meters)                     COMP
 DF8747  NAD 83(2011) Z  -  4,587,336.993 (meters)                     COMP
 DF8747  LAPLACE CORR    -         -1.07  (seconds)                    DEFLEC18
 DF8747  DYNAMIC HEIGHT  -        364.017 (meters)     1194.28  (feet) COMP
 DF8747  MODELED GRAVITY -    980,639.0   (mgal)                       NAVD 88
 DF8747
 DF8747  VERT ORDER      -  SECOND    CLASS I
 DF8747
 DF8747  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DF8747  Standards:
 DF8747         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DF8747            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DF8747  -------------------------------------------------------------------
 DF8747  NETWORK    0.41   0.49           0.19   0.13   0.25     -0.03414300
 DF8747  -------------------------------------------------------------------
 DF8747  Click here for local accuracies and other accuracy information.
 DF8747
 DF8747.The horizontal coordinates were established by GPS observations
 DF8747.and adjusted by the National Geodetic Survey in June 2012.
 DF8747
 DF8747.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DF8747.been affixed to the stable North American tectonic plate. See 
 DF8747.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DF8747
 DF8747.The horizontal coordinates are valid at the epoch date displayed above
 DF8747.which is a decimal equivalence of Year/Month/Day.
 DF8747
 DF8747.The orthometric height was determined by differential leveling and
 DF8747.adjusted by the NATIONAL GEODETIC SURVEY
 DF8747.in December 2004.
 DF8747
 DF8747.Significant digits in the geoid height do not necessarily reflect accuracy.
 DF8747.GEOID18 height accuracy estimate available here.
 DF8747
 DF8747.Click photographs - Photos may exist for this station.
 DF8747
 DF8747.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DF8747
 DF8747.The Laplace correction was computed from DEFLEC18 derived deflections.
 DF8747
 DF8747.The ellipsoidal height was determined by GPS observations
 DF8747.and is referenced to NAD 83.
 DF8747
 DF8747.The dynamic height is computed by dividing the NAVD 88
 DF8747.geopotential number by the normal gravity value computed on the
 DF8747.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DF8747.degrees latitude (g = 980.6199 gals.).
 DF8747
 DF8747.The modeled gravity was interpolated from observed gravity values.
 DF8747
 DF8747. The following values were computed from the NAD 83(2011) position.
 DF8747
 DF8747;                    North         East     Units Scale Factor Converg.
 DF8747;SPC MN C     -   242,673.750   797,273.910   MT  0.99992242   -0 01 32.1
 DF8747;SPC MN C     -   796,172.13  2,615,722.82   sFT  0.99992242   -0 01 32.1
 DF8747;UTM  15      - 5,126,367.149   400,980.548   MT  0.99972053   -0 55 44.8
 DF8747
 DF8747!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF8747!SPC MN C     -   0.99994719  x   0.99992242  =   0.99986961
 DF8747!UTM  15      -   0.99994719  x   0.99972053  =   0.99966773
 DF8747
 DF8747_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVM0098026367(NAD 83)
 DF8747
 DF8747                          SUPERSEDED SURVEY CONTROL
 DF8747
 DF8747  NAD 83(2007)-  46 17 01.15832(N)    094 17 07.35411(W) AD(2002.00) 0
 DF8747  ELLIP H (02/10/07)  336.943  (m)                       GP(2002.00)    
 DF8747  NAD 83(1996)-  46 17 01.15806(N)    094 17 07.35349(W) AD(       ) 1
 DF8747  ELLIP H (10/22/03)  336.976  (m)                       GP(       ) 4 1
 DF8747  NAVD 88             364.01   (m)         1194.3    (f) LEVELING    3  
 DF8747
 DF8747.Superseded values are not recommended for survey control.
 DF8747
 DF8747.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF8747.See file dsdata.pdf to determine how the superseded data were derived.
 DF8747
 DF8747_MARKER: DD = SURVEY DISK
 DF8747_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DF8747_STAMPING: 1809 J 2000
 DF8747_MARK LOGO: MNDT
 DF8747_PROJECTION: RECESSED 3 CENTIMETERS
 DF8747_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DF8747_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DF8747_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF8747+SATELLITE: SATELLITE OBSERVATIONS - August 02, 2023
 DF8747_ROD/PIPE-DEPTH: 25.9 meters
 DF8747
 DF8747  HISTORY     - Date     Condition        Report By
 DF8747  HISTORY     - 2000     MONUMENTED       MNDT
 DF8747  HISTORY     - 20000401 GOOD             MNDT
 DF8747  HISTORY     - 20000605 GOOD             MNDT
 DF8747  HISTORY     - 20050517 GOOD             MNDT
 DF8747  HISTORY     - 20060321 GOOD             MNDT
 DF8747  HISTORY     - 20190717 GOOD             MNDT
 DF8747  HISTORY     - 20230802 GOOD             MNDT
 DF8747
 DF8747                          STATION DESCRIPTION
 DF8747
 DF8747'DESCRIBED BY MN DEPT OF TRANSP 2000 (DKH)
 DF8747'4 MI (6.4 KM) SOUTH OF BAXTER, 2.35 MI (3.78 KM) SW ON TH 371 FROM
 DF8747'BRIDGE OVER MISSISSIPPI RIVER, 45.0 FT (13.7 M) SE OF NB TH 371, 39.2
 DF8747'FT (11.9 M) NW OF CABLE PEDESTAL, 23 FT (7.0 M) NE OF DRIVEWAY, 2.5 FT
 DF8747'(0.8 M) SW OF WIT POST, RECESSED 1 INCH, MAGNETIC.
 DF8747
 DF8747                          STATION RECOVERY (2000)
 DF8747
 DF8747'RECOVERY NOTE BY MN DEPT OF TRANSP 2000 (DJS)
 DF8747'4.0 MI (6.4 KM) SOUTH OF BAXTER, 2.35 MI (3.78 KM) SW ALONG TH 371
 DF8747'BY-PASS FROM JCT OF TH 371 BY-PASS AND BRIDGE OVER MISSISSIPPI RIVER
 DF8747'(3 MI SOUTH OF BAXTER), 45.0 FT (13.7 M) SE OF NB TH 371, 39.2 FT
 DF8747'(11.9 M) NW OF CABLE PEDESTAL, 23.0 FT (7.0 M) NE OF DRIVEWAY, 2.5 FT
 DF8747'(0.8 M) SW OF WIT POST, STA RECESSED 1 INCH, MAGNETIC.
 DF8747
 DF8747                          STATION RECOVERY (2005)
 DF8747
 DF8747'RECOVERY NOTE BY MN DEPT OF TRANSP 2005 (DJS)
 DF8747'4 MILES SOUTH OF BAXTER, 2.35 MILES SOUTHWEST OF MISSISSIPPI RIVER
 DF8747'BRIDGE, AT TRUNK  HIGHWAY 371 MILEPOINT 24.05, 45 FEET SOUTHEAST OF
 DF8747'NORTHBOUND TRUNK HIGHWAY 371, 39.2  FEET NORTHWEST OF CABLE PEDESTAL,
 DF8747'23 FEET NORTHEAST OF DRIVEWAY, 2.5 FEET SOUTHWEST  OF WITNESS POST
 DF8747
 DF8747                          STATION RECOVERY (2006)
 DF8747
 DF8747'RECOVERY NOTE BY MN DEPT OF TRANSP 2006 (MPP)
 DF8747'RECOVERED AS DESCRIBED.
 DF8747
 DF8747                          STATION RECOVERY (2019)
 DF8747
 DF8747'RECOVERY NOTE BY MN DEPT OF TRANSP 2019 (KMS)
 DF8747'RECOVERED IN GOOD CONDITION.
 DF8747
 DF8747                          STATION RECOVERY (2023)
 DF8747
 DF8747'RECOVERY NOTE BY MN DEPT OF TRANSP 2023 (MAS)
 DF8747'4.0 MI (6.4 KM) SOUTH OF BAXTER, 4.7 MI (7.6 KM) SOUTHWEST ON TRUNK
 DF8747'HIGHWAY 371 FROM THE JUNCTION OF TRUNK HIGHWAY 371 AND TRUNK HIGHWAY
 DF8747'210 IN BAXTER, AT TRUNK HIGHWAY 371 MILEPOST 24.00, 45.0 FT (13.7 M)
 DF8747'SOUTHEAST OF NORTHBOUND TRUNK HIGHWAY 371, 39.2 FT (11.9 M) NORTHWEST
 DF8747'OF A CABLE PEDESTAL, 23.0 FT (7.0 M) NORTHEAST OF DRIVEWAY NUMBERS
 DF8747'8770/89774/8776, 2.5 FT (0.8 M) SOUTHWEST OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DF8748 ***********************************************************************
 DF8748  DESIGNATION -  1809 K
 DF8748  PID         -  DF8748
 DF8748  STATE/COUNTY-  MN/CROW WING
 DF8748  COUNTRY     -  US
 DF8748  USGS QUAD   -  BAXTER (2019)
 DF8748
 DF8748                         *CURRENT SURVEY CONTROL
 DF8748  ______________________________________________________________________
 DF8748* NAD 83(2011) POSITION- 46 18 44.54867(N) 094 16 02.53792(W)   ADJUSTED
 DF8748* NAD 83(2011) ELLIP HT-   341.893 (meters)        (06/27/12)   ADJUSTED
 DF8748* NAD 83(2011) EPOCH   -  2010.00
 DF8748* NAVD 88 ORTHO HEIGHT -   369.063 (meters)     1210.83  (feet) ADJUSTED
 DF8748  ______________________________________________________________________
 DF8748  GEOID HEIGHT    -        -27.159 (meters)                     GEOID18
 DF8748  NAD 83(2011) X  -   -328,413.298 (meters)                     COMP
 DF8748  NAD 83(2011) Y  - -4,401,278.141 (meters)                     COMP
 DF8748  NAD 83(2011) Z  -  4,589,546.355 (meters)                     COMP
 DF8748  LAPLACE CORR    -         -1.08  (seconds)                    DEFLEC18
 DF8748  DYNAMIC HEIGHT  -        369.076 (meters)     1210.88  (feet) COMP
 DF8748  MODELED GRAVITY -    980,640.0   (mgal)                       NAVD 88
 DF8748
 DF8748  VERT ORDER      -  SECOND    CLASS I
 DF8748
 DF8748  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DF8748  Standards:
 DF8748         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DF8748            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DF8748  -------------------------------------------------------------------
 DF8748  NETWORK    0.57   0.74           0.26   0.19   0.38      0.10783898
 DF8748  -------------------------------------------------------------------
 DF8748  Click here for local accuracies and other accuracy information.
 DF8748
 DF8748.The horizontal coordinates were established by GPS observations
 DF8748.and adjusted by the National Geodetic Survey in June 2012.
 DF8748
 DF8748.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DF8748.been affixed to the stable North American tectonic plate. See 
 DF8748.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DF8748
 DF8748.The horizontal coordinates are valid at the epoch date displayed above
 DF8748.which is a decimal equivalence of Year/Month/Day.
 DF8748
 DF8748.The orthometric height was determined by differential leveling and
 DF8748.adjusted by the NATIONAL GEODETIC SURVEY
 DF8748.in December 2004.
 DF8748
 DF8748.Significant digits in the geoid height do not necessarily reflect accuracy.
 DF8748.GEOID18 height accuracy estimate available here.
 DF8748
 DF8748.Click photographs - Photos may exist for this station.
 DF8748
 DF8748.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DF8748
 DF8748.The Laplace correction was computed from DEFLEC18 derived deflections.
 DF8748
 DF8748.The ellipsoidal height was determined by GPS observations
 DF8748.and is referenced to NAD 83.
 DF8748
 DF8748.The dynamic height is computed by dividing the NAVD 88
 DF8748.geopotential number by the normal gravity value computed on the
 DF8748.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DF8748.degrees latitude (g = 980.6199 gals.).
 DF8748
 DF8748.The modeled gravity was interpolated from observed gravity values.
 DF8748
 DF8748. The following values were computed from the NAD 83(2011) position.
 DF8748
 DF8748;                    North         East     Units Scale Factor Converg.
 DF8748;SPC MN C     -   245,865.425   798,662.032   MT  0.99992210   -0 00 45.2
 DF8748;SPC MN C     -   806,643.48  2,620,277.02   sFT  0.99992210   -0 00 45.2
 DF8748;UTM  15      - 5,129,535.888   402,418.546   MT  0.99971705   -0 54 59.5
 DF8748
 DF8748!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF8748!SPC MN C     -   0.99994641  x   0.99992210  =   0.99986851
 DF8748!UTM  15      -   0.99994641  x   0.99971705  =   0.99966347
 DF8748
 DF8748:                Primary Azimuth Mark                     Grid Az
 DF8748:SPC MN C     -  LEAS                                     356 02 26.0
 DF8748:UTM  15      -  LEAS                                     356 56 40.3
 DF8748
 DF8748_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVM0241829535(NAD 83)
 DF8748
 DF8748|---------------------------------------------------------------------|
 DF8748| PID    Reference Object                     Distance      Geod. Az  |
 DF8748|                                                           dddmmss.s |
 DF8748| DF8735 LEAS                                APPROX. 0.6 KM 3560140.8 |
 DF8748| DF8749 1809 L                              161.813 METERS 35919     |
 DF8748|---------------------------------------------------------------------|
 DF8748
 DF8748                          SUPERSEDED SURVEY CONTROL
 DF8748
 DF8748  NAD 83(2007)-  46 18 44.54871(N)    094 16 02.53861(W) AD(2002.00) 0
 DF8748  ELLIP H (02/10/07)  341.932  (m)                       GP(2002.00)    
 DF8748  NAD 83(1996)-  46 18 44.54845(N)    094 16 02.53788(W) AD(       ) 1
 DF8748  ELLIP H (10/22/03)  341.965  (m)                       GP(       ) 4 1
 DF8748  NAVD 88             369.06   (m)         1210.8    (f) LEVELING    3  
 DF8748
 DF8748.Superseded values are not recommended for survey control.
 DF8748
 DF8748.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF8748.See file dsdata.pdf to determine how the superseded data were derived.
 DF8748
 DF8748_MARKER: DD = SURVEY DISK
 DF8748_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DF8748_SP_SET: BRIDGE PARAPET
 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 - August 02, 2023
 DF8748
 DF8748  HISTORY     - Date     Condition        Report By
 DF8748  HISTORY     - 1999     MONUMENTED       MNDT
 DF8748  HISTORY     - 20000401 GOOD             MNDT
 DF8748  HISTORY     - 20000601 GOOD             MNDT
 DF8748  HISTORY     - 20060608 GOOD             MNDT
 DF8748  HISTORY     - 20230802 GOOD             MNDT
 DF8748
 DF8748                          STATION DESCRIPTION
 DF8748
 DF8748'DESCRIBED BY MN DEPT OF TRANSP 2000 (DKH)
 DF8748'3.4 MI (5.5 KM) SSW OF BAXTER, IN RAILING AT SE CORNER OF BRIDGE OVER
 DF8748'MISSISSIPPI RIVER, 3.1 MI (5.0 KM) SSW ALONG TH 371 FROM JCT OF TH
 DF8748'210, 25.1 FT (7.7 M) EAST OF NB TH 371, 25.3 FT (7.7 M) NNW OF NE
 DF8748'CORNER OF PILLAR, 3 FT (0.9 M) ABOVE BRIDGE DECK
 DF8748
 DF8748                          STATION RECOVERY (2000)
 DF8748
 DF8748'RECOVERY NOTE BY MN DEPT OF TRANSP 2000 (WAS)
 DF8748'THE MARK WAS RECOVEREDIN GOOD CONDITION.  THE MARK IS 3.4 MI (5.5 KM)
 DF8748'SSW OF BAXTER, IN RAILING AT NE CORNER OF TH 371 BY-PASS BRIDGE NO
 DF8748'18004 OVER MISSISSIPPI RIVER, 3.05 MI (4.91 KM) SSW ALONG TH 371
 DF8748'BY-PASS FROM WEST JCT OF TH 371 AND TH 210 IN BAXTER, 24.8 FT (7.6 M)
 DF8748'EAST OF NB TH 371 BY-PASS, 32.0 FT (9.8 M) SSW OF SW COR OF BRDG
 DF8748'PILLAR, STA PROJECTS 3.0 FT (0.9 M) ABOVE BRIDGE DECK.  DISK SET IN
 DF8748'BRIDGE WHEN BUILT IN 1999 THEN STAMPED IN 2000.
 DF8748
 DF8748                          STATION RECOVERY (2006)
 DF8748
 DF8748'RECOVERY NOTE BY MN DEPT OF TRANSP 2006 (KMS)
 DF8748'RECOVERED AS DESCRIBED.
 DF8748
 DF8748                          STATION RECOVERY (2023)
 DF8748
 DF8748'RECOVERY NOTE BY MN DEPT OF TRANSP 2023 (MAS)
 DF8748'3.4 MI (5.5 KM) SOUTH-SOUTHWEST OF BAXTER, IN THE RAILING AT THE
 DF8748'SOUTHEAST CORNER OF TRUNK HIGHWAY 371 BYPASS BRIDGE OVER THE
 DF8748'MISSISSIPPI RIVER, 3.1 MI (5.0 KM) SOUTH-SOUTHWEST ALONG TRUNK HIGHWAY
 DF8748'371 BYPASS FROM THE WEST JUNCTION OF TRUNK HIGHWAY 371 AND TRUNK
 DF8748'HIGHWAY 210 IN BAXTER, AT TRUNK HIGHWAY 371 MILE POINT 27.40, 25.1 FT
 DF8748'(7.7 M) EAST OF NORTHBOUND TRUNK HIGHWAY 371 BYPASS, 25.3 FT (7.7 M)
 DF8748'NORTH-NORTHWEST OF THE NORTHEAST CORNER OF A PILLAR, 3.0 FT (0.9 M)
 DF8748'ABOVE THE BRIDGE DECK.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DF8749 ***********************************************************************
 DF8749  DESIGNATION -  1809 L
 DF8749  PID         -  DF8749
 DF8749  STATE/COUNTY-  MN/CROW WING
 DF8749  COUNTRY     -  US
 DF8749  USGS QUAD   -  BAXTER (2019)
 DF8749
 DF8749                         *CURRENT SURVEY CONTROL
 DF8749  ______________________________________________________________________
 DF8749* NAD 83(2011) POSITION- 46 18 49.78886(N) 094 16 02.62848(W)   ADJUSTED
 DF8749* NAD 83(2011) ELLIP HT-   342.653 (meters)        (06/27/12)   ADJUSTED
 DF8749* NAD 83(2011) EPOCH   -  2010.00
 DF8749* NAVD 88 ORTHO HEIGHT -   369.830 (meters)     1213.35  (feet) ADJUSTED
 DF8749  ______________________________________________________________________
 DF8749  GEOID HEIGHT    -        -27.163 (meters)                     GEOID18
 DF8749  NAD 83(2011) X  -   -328,406.562 (meters)                     COMP
 DF8749  NAD 83(2011) Y  - -4,401,161.835 (meters)                     COMP
 DF8749  NAD 83(2011) Z  -  4,589,658.670 (meters)                     COMP
 DF8749  LAPLACE CORR    -         -1.08  (seconds)                    DEFLEC18
 DF8749  DYNAMIC HEIGHT  -        369.843 (meters)     1213.39  (feet) COMP
 DF8749  MODELED GRAVITY -    980,640.1   (mgal)                       NAVD 88
 DF8749
 DF8749  VERT ORDER      -  SECOND    CLASS I
 DF8749
 DF8749  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DF8749  Standards:
 DF8749         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DF8749            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DF8749  -------------------------------------------------------------------
 DF8749  NETWORK    0.59   0.74           0.27   0.20   0.38      0.11974713
 DF8749  -------------------------------------------------------------------
 DF8749  Click here for local accuracies and other accuracy information.
 DF8749
 DF8749.The horizontal coordinates were established by GPS observations
 DF8749.and adjusted by the National Geodetic Survey in June 2012.
 DF8749
 DF8749.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DF8749.been affixed to the stable North American tectonic plate. See 
 DF8749.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DF8749
 DF8749.The horizontal coordinates are valid at the epoch date displayed above
 DF8749.which is a decimal equivalence of Year/Month/Day.
 DF8749
 DF8749.The orthometric height was determined by differential leveling and
 DF8749.adjusted by the NATIONAL GEODETIC SURVEY
 DF8749.in December 2004.
 DF8749
 DF8749.Significant digits in the geoid height do not necessarily reflect accuracy.
 DF8749.GEOID18 height accuracy estimate available here.
 DF8749
 DF8749.Click photographs - Photos may exist for this station.
 DF8749
 DF8749.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DF8749
 DF8749.The Laplace correction was computed from DEFLEC18 derived deflections.
 DF8749
 DF8749.The ellipsoidal height was determined by GPS observations
 DF8749.and is referenced to NAD 83.
 DF8749
 DF8749.The dynamic height is computed by dividing the NAVD 88
 DF8749.geopotential number by the normal gravity value computed on the
 DF8749.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DF8749.degrees latitude (g = 980.6199 gals.).
 DF8749
 DF8749.The modeled gravity was interpolated from observed gravity values.
 DF8749
 DF8749. The following values were computed from the NAD 83(2011) position.
 DF8749
 DF8749;                    North         East     Units Scale Factor Converg.
 DF8749;SPC MN C     -   246,027.214   798,660.130   MT  0.99992209   -0 00 45.3
 DF8749;SPC MN C     -   807,174.28  2,620,270.78   sFT  0.99992209   -0 00 45.3
 DF8749;UTM  15      - 5,129,697.654   402,419.196   MT  0.99971705   -0 54 59.7
 DF8749
 DF8749!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF8749!SPC MN C     -   0.99994629  x   0.99992209  =   0.99986838
 DF8749!UTM  15      -   0.99994629  x   0.99971705  =   0.99966335
 DF8749
 DF8749:                Primary Azimuth Mark                     Grid Az
 DF8749:SPC MN C     -  LEAS                                     354 48 17.0
 DF8749:UTM  15      -  LEAS                                     355 42 31.4
 DF8749
 DF8749_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVM0241929697(NAD 83)
 DF8749
 DF8749|---------------------------------------------------------------------|
 DF8749| PID    Reference Object                     Distance      Geod. Az  |
 DF8749|                                                           dddmmss.s |
 DF8749| DF8748 1809 K                              161.813 METERS 17919     |
 DF8749| DF8735 LEAS                                430.040 METERS 3544731.7 |
 DF8749|---------------------------------------------------------------------|
 DF8749
 DF8749                          SUPERSEDED SURVEY CONTROL
 DF8749
 DF8749  NAD 83(2007)-  46 18 49.78887(N)    094 16 02.62921(W) AD(2002.00) 0
 DF8749  ELLIP H (02/10/07)  342.691  (m)                       GP(2002.00)    
 DF8749  NAD 83(1996)-  46 18 49.78858(N)    094 16 02.62848(W) AD(       ) 1
 DF8749  ELLIP H (10/22/03)  342.725  (m)                       GP(       ) 4 1
 DF8749  NAVD 88             369.83   (m)         1213.4    (f) LEVELING    3  
 DF8749
 DF8749.Superseded values are not recommended for survey control.
 DF8749
 DF8749.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF8749.See file dsdata.pdf to determine how the superseded data were derived.
 DF8749
 DF8749_MARKER: DD = SURVEY DISK
 DF8749_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DF8749_SP_SET: BRIDGE PARAPET
 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 - August 02, 2023
 DF8749
 DF8749  HISTORY     - Date     Condition        Report By
 DF8749  HISTORY     - 1999     MONUMENTED       MNDT
 DF8749  HISTORY     - 20000401 GOOD             MNDT
 DF8749  HISTORY     - 20000601 GOOD             MNDT
 DF8749  HISTORY     - 20060608 GOOD             MNDT
 DF8749  HISTORY     - 20230802 GOOD             MNDT
 DF8749
 DF8749                          STATION DESCRIPTION
 DF8749
 DF8749'DESCRIBED BY MN DEPT OF TRANSP 2000 (DKH)
 DF8749'3.4 MI (5.5 KM) SSW OF BAXTER, IN RAILING AT NE COR OF TH 371 BRIDGE
 DF8749'OVER MISSISSIPPI RIVER, 3.05 MI (4.91 KM) SSW ON TH 371 FROM WEST OF
 DF8749'TH 210, 24.8 FT (7.6 M) EAST OF NB TH 371, 32.0 FT (9.8 M) SSW OF SW
 DF8749'CORNER OF PILLAR, 2.9 FT (0.9 M) ABOVE BRIDGE DECK.
 DF8749
 DF8749                          STATION RECOVERY (2000)
 DF8749
 DF8749'RECOVERY NOTE BY MN DEPT OF TRANSP 2000 (WAS)
 DF8749'THE MARK WAS RECOVERED IN GOOD CONDITION.  THE MARK IS 3.4 MI (5.5 KM)
 DF8749'SSW OF BAXTER, IN RAILING AT NE COR OF TH 371 BY-PASS BRIDGE OVER
 DF8749'MISSISSIPPI RIVER , 3.05 MI (4.91 KM) SSW ALONG TH 371 BYPASS FROM
 DF8749'WEST JCT OF TH 371 AND TH 210 IN BAXTER, 24.8 FT (7.6 M) EAST OF NB TH
 DF8749'371 BY-PASS, 32.0 FT (9.8 M) SSW OF SW COR OF PILLAR, STA 2.9 FT (0.9
 DF8749'M) ABOVE BRIDGE DECK.  DISK SET IN BRIDGE WHEN BUILT IN 1999 THEN
 DF8749'STAMPED IN 2000.
 DF8749
 DF8749                          STATION RECOVERY (2006)
 DF8749
 DF8749'RECOVERY NOTE BY MN DEPT OF TRANSP 2006 (KMS)
 DF8749'RECOVERED AS DESCRIBED.
 DF8749
 DF8749                          STATION RECOVERY (2023)
 DF8749
 DF8749'RECOVERY NOTE BY MN DEPT OF TRANSP 2023 (MAS)
 DF8749'3.4 MI (5.5 KM) SOUTH-SOUTHWEST OF BAXTER, IN THE RAILING AT THE
 DF8749'NORTHEAST CORNER OF TRUNK HIGHWAY 371 BYPASS BRIDGE OVER THE
 DF8749'MISSISSIPPI RIVER, 3.05 MI (4.91 KM) SOUTH-SOUTHWEST ON TRUNK HIGHWAY
 DF8749'371 BYPASS FROM THE WEST JUNCTION OF TRUNK HIGHWAY 371 AND TRUNK
 DF8749'HIGHWAY 210 IN BAXTER, AT TRUNK HIGHWAY 371 MILE POINT 27.50, 24.8 FT
 DF8749'(7.6 M) EAST OF NORTHBOUND TRUNK HIGHWAY 371 BYPASS, 32.0 FT (9.8 M)
 DF8749'SOUTH-SOUTHWEST OF THE SOUTHWEST CORNER OF A PILLAR, 2.9 FT (0.9 M)
 DF8749'ABOVE THE BRIDGE DECK.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DF8750 ***********************************************************************
 DF8750  DESIGNATION -  1809 M
 DF8750  PID         -  DF8750
 DF8750  STATE/COUNTY-  MN/CROW WING
 DF8750  COUNTRY     -  US
 DF8750  USGS QUAD   -  BAXTER (2019)
 DF8750
 DF8750                         *CURRENT SURVEY CONTROL
 DF8750  ______________________________________________________________________
 DF8750* NAD 83(2011) POSITION- 46 19 57.37375(N) 094 15 24.19928(W)   ADJUSTED
 DF8750* NAD 83(2011) ELLIP HT-   338.858 (meters)        (02/28/24)   ADJUSTED
 DF8750* NAD 83(2011) EPOCH   -  2010.00
 DF8750* NAVD 88 ORTHO HEIGHT -   366.072 (meters)     1201.02  (feet) ADJUSTED
 DF8750  ______________________________________________________________________
 DF8750  GEOID HEIGHT    -        -27.210 (meters)                     GEOID18
 DF8750  NAD 83(2011) X  -   -327,474.348 (meters)                     COMP
 DF8750  NAD 83(2011) Y  - -4,399,715.122 (meters)                     COMP
 DF8750  NAD 83(2011) Z  -  4,591,097.143 (meters)                     COMP
 DF8750  LAPLACE CORR    -         -1.22  (seconds)                    DEFLEC18
 DF8750  DYNAMIC HEIGHT  -        366.086 (meters)     1201.07  (feet) COMP
 DF8750  MODELED GRAVITY -    980,640.5   (mgal)                       NAVD 88
 DF8750
 DF8750  VERT ORDER      -  SECOND    CLASS I
 DF8750
 DF8750  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DF8750  Standards:
 DF8750         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DF8750            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DF8750  -------------------------------------------------------------------
 DF8750  NETWORK    0.59   1.47           0.27   0.20   0.75      0.02576613
 DF8750  -------------------------------------------------------------------
 DF8750  Click here for local accuracies and other accuracy information.
 DF8750
 DF8750.The horizontal coordinates were established by GPS observations
 DF8750.and adjusted by the MN DEPT OF TRANSP in February 2024.
 DF8750
 DF8750.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DF8750.been affixed to the stable North American tectonic plate. See 
 DF8750.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DF8750
 DF8750.The horizontal coordinates are valid at the epoch date displayed above
 DF8750.which is a decimal equivalence of Year/Month/Day.
 DF8750
 DF8750.The orthometric height was determined by differential leveling and
 DF8750.adjusted by the NATIONAL GEODETIC SURVEY
 DF8750.in December 2004.
 DF8750
 DF8750.Significant digits in the geoid height do not necessarily reflect accuracy.
 DF8750.GEOID18 height accuracy estimate available here.
 DF8750
 DF8750.Click photographs - Photos may exist for this station.
 DF8750
 DF8750.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DF8750
 DF8750.The Laplace correction was computed from DEFLEC18 derived deflections.
 DF8750
 DF8750.The ellipsoidal height was determined by GPS observations
 DF8750.and is referenced to NAD 83.
 DF8750
 DF8750.The dynamic height is computed by dividing the NAVD 88
 DF8750.geopotential number by the normal gravity value computed on the
 DF8750.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DF8750.degrees latitude (g = 980.6199 gals.).
 DF8750
 DF8750.The modeled gravity was interpolated from observed gravity values.
 DF8750
 DF8750. The following values were computed from the NAD 83(2011) position.
 DF8750
 DF8750;                    North         East     Units Scale Factor Converg.
 DF8750;SPC MN C     -   248,113.753   799,482.459   MT  0.99992202   -0 00 17.5
 DF8750;SPC MN C     -   814,019.87  2,622,968.70   sFT  0.99992202   -0 00 17.5
 DF8750;UTM  15      - 5,131,770.530   403,274.171   MT  0.99971501   -0 54 32.9
 DF8750
 DF8750!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF8750!SPC MN C     -   0.99994688  x   0.99992202  =   0.99986891
 DF8750!UTM  15      -   0.99994688  x   0.99971501  =   0.99966191
 DF8750
 DF8750_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVM0327431770(NAD 83)
 DF8750
 DF8750                          SUPERSEDED SURVEY CONTROL
 DF8750
 DF8750  NAD 83(2011)-  46 19 57.37407(N)    094 15 24.19830(W) AD(2010.00) 0
 DF8750  ELLIP H (06/27/12)  338.862  (m)                       GP(2010.00)    
 DF8750  NAD 83(2007)-  46 19 57.37402(N)    094 15 24.19911(W) AD(2002.00) 0
 DF8750  ELLIP H (02/10/07)  338.896  (m)                       GP(2002.00)    
 DF8750  NAD 83(1996)-  46 19 57.37367(N)    094 15 24.19838(W) AD(       ) 1
 DF8750  ELLIP H (10/22/03)  338.927  (m)                       GP(       ) 4 1
 DF8750  NAVD 88             366.07   (m)         1201.0    (f) LEVELING    3  
 DF8750
 DF8750.Superseded values are not recommended for survey control.
 DF8750
 DF8750.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF8750.See file dsdata.pdf to determine how the superseded data were derived.
 DF8750
 DF8750_MARKER: DD = SURVEY DISK
 DF8750_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DF8750_STAMPING: 1809 M 2000
 DF8750_MARK LOGO: MNDT
 DF8750_PROJECTION: RECESSED 5 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 - November 14, 2023
 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  HISTORY     - 20111019 GOOD             MNDT
 DF8750  HISTORY     - 20230815 GOOD             MNDT
 DF8750  HISTORY     - 20231114 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.
 DF8750
 DF8750                          STATION RECOVERY (2011)
 DF8750
 DF8750'RECOVERY NOTE BY MN DEPT OF TRANSP 2011 (KMS)
 DF8750'RECOVERED AS DESCRIBED.
 DF8750
 DF8750                          STATION RECOVERY (2023)
 DF8750
 DF8750'RECOVERY NOTE BY MN DEPT OF TRANSP 2023 (MAS)
 DF8750'1.6 MI (2.6 KM) SOUTHEAST OF BAXTER, 1.6 MI (2.6 KM) SOUTHWEST ALONG
 DF8750'TRUNK HIGHWAY 371 FROM THE JUNCTION OF TRUNK HIGHWAY 371 AND TRUNK
 DF8750'HIGHWAY 210 IN BAXTER, AT TRUNK HIGHWAY 371 MILE POINT 30.15, 51.0 FT
 DF8750'(15.5 M) NORTH OF WESTBOUND COUNTY ROAD 48, 190.0 FT (57.9 M) EAST OF
 DF8750'NORTHBOUND TRUNK HIGHWAY 371 BYPASS, 12.1 FT (3.7 M) WEST-SOUTHWEST OF
 DF8750'A FIBER OPTIC SIGNPOST, 18.6 FT (5.7 M) SOUTH-SOUTHWEST OF A FENCE
 DF8750'CORNER POST, 2.1 FT (0.6 M) SOUTH OF A WITNESS POST.
 DF8750
 DF8750                          STATION RECOVERY (2023)
 DF8750
 DF8750'RECOVERY NOTE BY MN DEPT OF TRANSP 2023 (AXD)
 DF8750'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DL8501 ***********************************************************************
 DL8501  DESIGNATION -  1809 N
 DL8501  PID         -  DL8501
 DL8501  STATE/COUNTY-  MN/CROW WING
 DL8501  COUNTRY     -  US
 DL8501  USGS QUAD   -  BAXTER (2019)
 DL8501
 DL8501                         *CURRENT SURVEY CONTROL
 DL8501  ______________________________________________________________________
 DL8501* NAD 83(1986) POSITION- 46 17 38.8    (N) 094 16 16.0    (W)   HD_HELD2
 DL8501* NAVD 88 ORTHO HEIGHT -   373.636 (meters)     1225.84  (feet) ADJUSTED
 DL8501  ______________________________________________________________________
 DL8501  GEOID HEIGHT    -        -27.118 (meters)                     GEOID18
 DL8501  DYNAMIC HEIGHT  -        373.649 (meters)     1225.88  (feet) COMP
 DL8501  MODELED GRAVITY -    980,639.2   (mgal)                       NAVD 88
 DL8501
 DL8501  VERT ORDER      -  SECOND    CLASS I
 DL8501
 DL8501.The horizontal coordinates were established by autonomous hand held GPS
 DL8501.observations and have an estimated accuracy of +/- 10 meters.
 DL8501
 DL8501.The orthometric height was determined by differential leveling and
 DL8501.adjusted by the NATIONAL GEODETIC SURVEY
 DL8501.in September 2010.
 DL8501
 DL8501.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL8501.GEOID18 height accuracy estimate available here.
 DL8501
 DL8501.Click photographs - Photos may exist for this station.
 DL8501
 DL8501.The dynamic height is computed by dividing the NAVD 88
 DL8501.geopotential number by the normal gravity value computed on the
 DL8501.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL8501.degrees latitude (g = 980.6199 gals.).
 DL8501
 DL8501.The modeled gravity was interpolated from observed gravity values.
 DL8501
 DL8501;                    North         East    Units  Estimated Accuracy
 DL8501;SPC MN C     -   243,836.      798,373.      MT  (+/- 10 meters HH2 GPS)
 DL8501
 DL8501_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVM0209827511(NAD 83)
 DL8501
 DL8501                          SUPERSEDED SURVEY CONTROL
 DL8501
 DL8501.No superseded survey control is available for this station.
 DL8501
 DL8501_MARKER: DD = SURVEY DISK
 DL8501_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DL8501_SP_SET: BRIDGE RAILING
 DL8501_STAMPING: 1809 N 2006
 DL8501_MARK LOGO: MNDT
 DL8501_MAGNETIC: N = NO MAGNETIC MATERIAL
 DL8501_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL8501_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DL8501+SATELLITE: SATELLITE OBSERVATIONS - August 02, 2023
 DL8501
 DL8501  HISTORY     - Date     Condition        Report By
 DL8501  HISTORY     - 2002     MONUMENTED       MNDT
 DL8501  HISTORY     - 20060530 GOOD             MNDT
 DL8501  HISTORY     - 20230802 GOOD             MNDT
 DL8501
 DL8501                          STATION DESCRIPTION
 DL8501
 DL8501'DESCRIBED BY MN DEPT OF TRANSP 2006 (MPP)
 DL8501'THE STATION IS LOCATED ABOUT 9.8 MI (15.8 KM) NORTHWEST OF SHEPHARD,
 DL8501'5.6 MI (9.0 KM) SOUTHWEST OF BRAINERD AND 3.5 MI (5.6 KM) SOUTH OF
 DL8501'BAXTER.
 DL8501'
 DL8501'TO REACH THE MARK FROM THE JUNCTION OF TRUNK HIGHWAY 371 AND TRUNK
 DL8501'HIGHWAY 210 IN BRAINERD, GO 3.9 MI (6.3 KM) SOUTH AND SOUTHWEST ALONG
 DL8501'TRUNK HIGHWAY 371 TO THE ARIELLE DRIVE EXIT, THENCE O.5 MILES TO
 DL8501'ARIELLE DRIVE AND TURN LEFT, GO 600 FT (182.9 M) TO THE MARK ON THE
 DL8501'RIGHT.
 DL8501'
 DL8501'THE MARK IS FOUND ABOVE TRUNK HIGHWAY MILE POINT 25.40 IN THE BRIDGE
 DL8501'RAILING IN SOUTHEAST CORNER OF TRUNK HIGHWAY 371 BUSINESS BRIDGE OVER
 DL8501'TRUNK HIGHWAY 371, 26.0 FT (7.9 M) SOUTH OF NORTHBOUND TRUNK HIGHWAY
 DL8501'371 BUSINESS.  THE DISK WAS SET IN THE BRIDGE WHEN BUILT IN 2002, THEN
 DL8501'STAMPED WHEN LEVELED TO IN 2006.
 DL8501
 DL8501                          STATION RECOVERY (2023)
 DL8501
 DL8501'RECOVERY NOTE BY MN DEPT OF TRANSP 2023 (MAS)
 DL8501'5.5 MI (8.8 KM) SOUTHWEST OF BRAINERD, IN A BRIDGE RAILING IN THE
 DL8501'SOUTHEAST CORNER OF TRUNK HIGHWAY 371 BUSINESS OVER TRUNK HIGHWAY 371,
 DL8501'4.4 MI (7.1 KM) SOUTH AND SOUTHWEST ALONG BUSINESS 371 FROM THE
 DL8501'JUNCTION OF TRUNK HIGHWAY 371 AND TRUNK HIGHWAY 210 IN BRAINERD, AT
 DL8501'TRUNK HIGHWAY 371 MILE POINT 25.40, 26.0 FT (7.9 M) SOUTH OF
 DL8501'NORTHBOUND TRUNK HIGHWAY 371 BUSINESS.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DL8502 ***********************************************************************
 DL8502  DESIGNATION -  1809 P
 DL8502  PID         -  DL8502
 DL8502  STATE/COUNTY-  MN/CROW WING
 DL8502  COUNTRY     -  US
 DL8502  USGS QUAD   -  BAXTER (2019)
 DL8502
 DL8502                         *CURRENT SURVEY CONTROL
 DL8502  ______________________________________________________________________
 DL8502* NAD 83(1986) POSITION- 46 17 38.8    (N) 094 16 20.7    (W)   HD_HELD2
 DL8502* NAVD 88 ORTHO HEIGHT -   373.249 (meters)     1224.57  (feet) ADJUSTED
 DL8502  ______________________________________________________________________
 DL8502  GEOID HEIGHT    -        -27.118 (meters)                     GEOID18
 DL8502  DYNAMIC HEIGHT  -        373.262 (meters)     1224.61  (feet) COMP
 DL8502  MODELED GRAVITY -    980,639.2   (mgal)                       NAVD 88
 DL8502
 DL8502  VERT ORDER      -  SECOND    CLASS I
 DL8502
 DL8502.The horizontal coordinates were established by autonomous hand held GPS
 DL8502.observations and have an estimated accuracy of +/- 10 meters.
 DL8502
 DL8502.The orthometric height was determined by differential leveling and
 DL8502.adjusted by the NATIONAL GEODETIC SURVEY
 DL8502.in September 2010.
 DL8502
 DL8502.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL8502.GEOID18 height accuracy estimate available here.
 DL8502
 DL8502.Click photographs - Photos may exist for this station.
 DL8502
 DL8502.The dynamic height is computed by dividing the NAVD 88
 DL8502.geopotential number by the normal gravity value computed on the
 DL8502.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL8502.degrees latitude (g = 980.6199 gals.).
 DL8502
 DL8502.The modeled gravity was interpolated from observed gravity values.
 DL8502
 DL8502;                    North         East    Units  Estimated Accuracy
 DL8502;SPC MN C     -   243,836.      798,273.      MT  (+/- 10 meters HH2 GPS)
 DL8502
 DL8502_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVM0199727512(NAD 83)
 DL8502
 DL8502                          SUPERSEDED SURVEY CONTROL
 DL8502
 DL8502.No superseded survey control is available for this station.
 DL8502
 DL8502_MARKER: DD = SURVEY DISK
 DL8502_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DL8502_SP_SET: BRIDGE RAILING
 DL8502_STAMPING: 1809 P 2006
 DL8502_MARK LOGO: MNDT
 DL8502_MAGNETIC: N = NO MAGNETIC MATERIAL
 DL8502_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL8502_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DL8502+SATELLITE: SATELLITE OBSERVATIONS - August 02, 2023
 DL8502
 DL8502  HISTORY     - Date     Condition        Report By
 DL8502  HISTORY     - 2002     MONUMENTED       MNDT
 DL8502  HISTORY     - 20060530 GOOD             MNDT
 DL8502  HISTORY     - 20230802 GOOD             MNDT
 DL8502
 DL8502                          STATION DESCRIPTION
 DL8502
 DL8502'DESCRIBED BY MN DEPT OF TRANSP 2006 (PJG)
 DL8502'THE STATION IS LOCATED ABOUT 9.8 MI (15.8 KM) NORTHWEST OF SHEPHARD,
 DL8502'5.6 MI (9.0 KM) SOUTHWEST OF BRAINERD AND 3.5 MI (5.6 KM) SOUTH OF
 DL8502'BAXTER.
 DL8502'
 DL8502'TO REACH THE MARK FROM THE JUNCTION OF TRUNK HIGHWAY 371 AND TRUNK
 DL8502'HIGHWAY 210 IN BRAINERD, GO 3.9 MI (6.3 KM) SOUTH AND SOUTHWEST ALONG
 DL8502'TRUNK HIGHWAY 371 TO THE ARIELLE DRIVE EXIT, THENCE O.5 MILES TO
 DL8502'ARIELLE DRIVE AND TURN LEFT, GO 275 FT (83.8 M) TO THE MARK ON THE
 DL8502'RIGHT.
 DL8502'
 DL8502'THE MARK IS FOUND ABOVE TRUNK HIGHWAY MILE POINT 25.40 IN THE BRIDGE
 DL8502'RAILING IN SOUTHWEST CORNER OF TRUNK HIGHWAY 371 BUSINESS BRIDGE OVER
 DL8502'TRUNK HIGHWAY 371, 26.0 FT (7.9 M) SOUTH OF NORTHBOUND TRUNK HIGHWAY
 DL8502'371 BUSINESS.  THE DISK WAS SET IN THE BRIDGE WHEN BUILT IN 2002, THEN
 DL8502'STAMPED WHEN LEVELED TO IN 2006.
 DL8502
 DL8502                          STATION RECOVERY (2023)
 DL8502
 DL8502'RECOVERY NOTE BY MN DEPT OF TRANSP 2023 (MAS)
 DL8502'5.5 MI (8.8 KM) SOUTHWEST OF BRAINERD, IN A BRIDGE RAILING IN THE
 DL8502'SOUTHWEST CORNER OF TRUNK HIGHWAY 371 BUSINESS BRIDGE OVER TRUNK
 DL8502'HIGHWAY 371, 4.4 MI (7.1 KM) SOUTH AND SOUTHWEST ALONG BUSINESS 371
 DL8502'FROM THE JUNCTION OF TRUNK HIGHWAY 371 AND TRUNK HIGHWAY 210 IN
 DL8502'BRAINERD, AT TRUNK HIGHWAY 371 MILE POINT 25.40, 26.0 FT (7.9 M) SOUTH
 DL8502'OF NORTHBOUND TRUNK HIGHWAY 371 BUSINESS.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DI4811 ***********************************************************************
 DI4811  DESIGNATION -  1809 Q
 DI4811  PID         -  DI4811
 DI4811  STATE/COUNTY-  MN/CROW WING
 DI4811  COUNTRY     -  US
 DI4811  USGS QUAD   -  BAXTER (2019)
 DI4811
 DI4811                         *CURRENT SURVEY CONTROL
 DI4811  ______________________________________________________________________
 DI4811* NAD 83(2011) POSITION- 46 16 33.75284(N) 094 18 05.37730(W)   ADJUSTED
 DI4811* NAD 83(2011) ELLIP HT-   335.745 (meters)        (06/27/12)   ADJUSTED
 DI4811* NAD 83(2011) EPOCH   -  2010.00
 DI4811* NAVD 88 ORTHO HEIGHT -   362.824 (meters)     1190.37  (feet) ADJUSTED
 DI4811  ______________________________________________________________________
 DI4811  GEOID HEIGHT    -        -27.070 (meters)                     GEOID18
 DI4811  NAD 83(2011) X  -   -331,253.053 (meters)                     COMP
 DI4811  NAD 83(2011) Y  - -4,403,988.949 (meters)                     COMP
 DI4811  NAD 83(2011) Z  -  4,586,751.285 (meters)                     COMP
 DI4811  LAPLACE CORR    -         -0.97  (seconds)                    DEFLEC18
 DI4811  DYNAMIC HEIGHT  -        362.837 (meters)     1190.41  (feet) COMP
 DI4811  MODELED GRAVITY -    980,639.0   (mgal)                       NAVD 88
 DI4811
 DI4811  VERT ORDER      -  SECOND    CLASS I
 DI4811
 DI4811  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DI4811  Standards:
 DI4811         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DI4811            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DI4811  -------------------------------------------------------------------
 DI4811  NETWORK    0.57   0.53           0.27   0.18   0.27     -0.03963858
 DI4811  -------------------------------------------------------------------
 DI4811  Click here for local accuracies and other accuracy information.
 DI4811
 DI4811.The horizontal coordinates were established by GPS observations
 DI4811.and adjusted by the National Geodetic Survey in June 2012.
 DI4811
 DI4811.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DI4811.been affixed to the stable North American tectonic plate. See 
 DI4811.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DI4811
 DI4811.The horizontal coordinates are valid at the epoch date displayed above
 DI4811.which is a decimal equivalence of Year/Month/Day.
 DI4811
 DI4811.The orthometric height was determined by differential leveling and
 DI4811.adjusted by the NATIONAL GEODETIC SURVEY
 DI4811.in September 2010.
 DI4811
 DI4811.Significant digits in the geoid height do not necessarily reflect accuracy.
 DI4811.GEOID18 height accuracy estimate available here.
 DI4811
 DI4811.Click photographs - Photos may exist for this station.
 DI4811
 DI4811.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DI4811
 DI4811.The Laplace correction was computed from DEFLEC18 derived deflections.
 DI4811
 DI4811.The ellipsoidal height was determined by GPS observations
 DI4811.and is referenced to NAD 83.
 DI4811
 DI4811.The dynamic height is computed by dividing the NAVD 88
 DI4811.geopotential number by the normal gravity value computed on the
 DI4811.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DI4811.degrees latitude (g = 980.6199 gals.).
 DI4811
 DI4811.The modeled gravity was interpolated from observed gravity values.
 DI4811
 DI4811. The following values were computed from the NAD 83(2011) position.
 DI4811
 DI4811;                    North         East     Units Scale Factor Converg.
 DI4811;SPC MN C     -   241,828.304   796,031.319   MT  0.99992255   -0 02 14.1
 DI4811;SPC MN C     -   793,398.36  2,611,646.09   sFT  0.99992255   -0 02 14.1
 DI4811;UTM  15      - 5,125,541.567   399,725.032   MT  0.99972360   -0 56 26.3
 DI4811
 DI4811!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DI4811!SPC MN C     -   0.99994737  x   0.99992255  =   0.99986992
 DI4811!UTM  15      -   0.99994737  x   0.99972360  =   0.99967098
 DI4811
 DI4811:                Primary Azimuth Mark                     Grid Az
 DI4811:SPC MN C     -  1809 R                                   227 08 13.6
 DI4811:UTM  15      -  1809 R                                   228 02 25.8
 DI4811
 DI4811_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUM9972525541(NAD 83)
 DI4811
 DI4811|---------------------------------------------------------------------|
 DI4811| PID    Reference Object                     Distance      Geod. Az  |
 DI4811|                                                           dddmmss.s |
 DI4811| DI4812 1809 R                              APPROX. 0.8 KM 2270559.5 |
 DI4811|---------------------------------------------------------------------|
 DI4811
 DI4811                          SUPERSEDED SURVEY CONTROL
 DI4811
 DI4811  NAD 83(1996)-  46 16 33.75274(N)    094 18 05.37747(W) AD(       ) 1
 DI4811  ELLIP H (03/21/07)  335.812  (m)                       GP(       ) 4 1
 DI4811  NAVD 88             362.83   (m)         1190.4    (f) LEVELING    3  
 DI4811
 DI4811.Superseded values are not recommended for survey control.
 DI4811
 DI4811.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DI4811.See file dsdata.pdf to determine how the superseded data were derived.
 DI4811
 DI4811_MARKER: DD = SURVEY DISK
 DI4811_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DI4811_STAMPING: 1809 Q 2006
 DI4811_MARK LOGO: MNDT
 DI4811_PROJECTION: FLUSH
 DI4811_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DI4811_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DI4811_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DI4811+SATELLITE: SATELLITE OBSERVATIONS - July 31, 2023
 DI4811_ROD/PIPE-DEPTH: 12.2 meters
 DI4811
 DI4811  HISTORY     - Date     Condition        Report By
 DI4811  HISTORY     - 2006     MONUMENTED       MNDT
 DI4811  HISTORY     - 20230731 GOOD             MNDT
 DI4811
 DI4811                          STATION DESCRIPTION
 DI4811
 DI4811'DESCRIBED BY MN DEPT OF TRANSP 2006
 DI4811'6.5 MILES SOUTHWAST OF BAXTER, 6.4 MILES SOUTHWEST ALONG TRUNK HIGHWAY
 DI4811'371 FROM JUNCTION OF TRUNK HIGHWAY 371 AND TRUNK HIGHWAY 210 IN
 DI4811'BAXTER, AT TRUNK HIGHWAY 371 MILEPOINT 22.35, 94.3 FEET NORHTWEST OF
 DI4811'SOUTH BOUND TRUNK HIGHWAY 371, 96.9 FEET SOUTHWEST OF PORCUPINE PATH,
 DI4811'62.2 FEET SOUTHEAST OF PORCUPINE PATH, 15.0 FEET SOUTH SOUTHEAST OF
 DI4811'POWERPOLE, 2.3 FEET SOUTH EAST OF WITNESS POST.
 DI4811
 DI4811                          STATION RECOVERY (2023)
 DI4811
 DI4811'RECOVERY NOTE BY MN DEPT OF TRANSP 2023 (MAS)
 DI4811'6.5 MI (10.5 KM) SOUTHEAST OF BAXTER, 6.4 MI (10.3 KM) SOUTHWEST ALONG
 DI4811'TRUNK HIGHWAY 371 FROM THE JUNCTION OF TRUNK HIGHWAY 371 AND TRUNK
 DI4811'HIGHWAY 210 IN BAXTER, AT TRUNK HIGHWAY 371 MILE POINT 22.35, 94.3 FT
 DI4811'(28.7 M) NORTHWEST OF SOUTHBOUND TRUNK HIGHWAY 371, 96.9 FT (29.5 M)
 DI4811'SOUTHWEST OF PORCUPINE PATH, 62.2 FT (19.0 M) SOUTHEAST OF PORCUPINE
 DI4811'PATH, 15.0 FT (4.6 M) SOUTH-SOUTHEAST OF A POWER POLE, 2.3 FT (0.7 M)
 DI4811'SOUTHEAST OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DI4812 ***********************************************************************
 DI4812  DESIGNATION -  1809 R
 DI4812  PID         -  DI4812
 DI4812  STATE/COUNTY-  MN/CROW WING
 DI4812  COUNTRY     -  US
 DI4812  USGS QUAD   -  BAXTER (2019)
 DI4812
 DI4812                         *CURRENT SURVEY CONTROL
 DI4812  ______________________________________________________________________
 DI4812* NAD 83(2011) POSITION- 46 16 17.10663(N) 094 18 31.20758(W)   ADJUSTED
 DI4812* NAD 83(2011) ELLIP HT-   336.694 (meters)        (06/27/12)   ADJUSTED
 DI4812* NAD 83(2011) EPOCH   -  2010.00
 DI4812* NAVD 88 ORTHO HEIGHT -   363.761 (meters)     1193.44  (feet) ADJUSTED
 DI4812  ______________________________________________________________________
 DI4812  GEOID HEIGHT    -        -27.059 (meters)                     GEOID18
 DI4812  NAD 83(2011) X  -   -331,832.513 (meters)                     COMP
 DI4812  NAD 83(2011) Y  - -4,404,318.485 (meters)                     COMP
 DI4812  NAD 83(2011) Z  -  4,586,396.680 (meters)                     COMP
 DI4812  LAPLACE CORR    -         -0.92  (seconds)                    DEFLEC18
 DI4812  DYNAMIC HEIGHT  -        363.774 (meters)     1193.48  (feet) COMP
 DI4812  MODELED GRAVITY -    980,638.9   (mgal)                       NAVD 88
 DI4812
 DI4812  VERT ORDER      -  SECOND    CLASS I
 DI4812
 DI4812  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DI4812  Standards:
 DI4812         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DI4812            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DI4812  -------------------------------------------------------------------
 DI4812  NETWORK    0.57   0.53           0.27   0.17   0.27     -0.02975895
 DI4812  -------------------------------------------------------------------
 DI4812  Click here for local accuracies and other accuracy information.
 DI4812
 DI4812.The horizontal coordinates were established by GPS observations
 DI4812.and adjusted by the National Geodetic Survey in June 2012.
 DI4812
 DI4812.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DI4812.been affixed to the stable North American tectonic plate. See 
 DI4812.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DI4812
 DI4812.The horizontal coordinates are valid at the epoch date displayed above
 DI4812.which is a decimal equivalence of Year/Month/Day.
 DI4812
 DI4812.The orthometric height was determined by differential leveling and
 DI4812.adjusted by the NATIONAL GEODETIC SURVEY
 DI4812.in September 2010.
 DI4812
 DI4812.Significant digits in the geoid height do not necessarily reflect accuracy.
 DI4812.GEOID18 height accuracy estimate available here.
 DI4812
 DI4812.Click photographs - Photos may exist for this station.
 DI4812
 DI4812.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DI4812
 DI4812.The Laplace correction was computed from DEFLEC18 derived deflections.
 DI4812
 DI4812.The ellipsoidal height was determined by GPS observations
 DI4812.and is referenced to NAD 83.
 DI4812
 DI4812.The dynamic height is computed by dividing the NAVD 88
 DI4812.geopotential number by the normal gravity value computed on the
 DI4812.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DI4812.degrees latitude (g = 980.6199 gals.).
 DI4812
 DI4812.The modeled gravity was interpolated from observed gravity values.
 DI4812
 DI4812. The following values were computed from the NAD 83(2011) position.
 DI4812
 DI4812;                    North         East     Units Scale Factor Converg.
 DI4812;SPC MN C     -   241,314.746   795,477.946   MT  0.99992263   -0 02 32.8
 DI4812;SPC MN C     -   791,713.46  2,609,830.56   sFT  0.99992263   -0 02 32.8
 DI4812;UTM  15      - 5,125,036.897   399,163.743   MT  0.99972499   -0 56 44.7
 DI4812
 DI4812!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DI4812!SPC MN C     -   0.99994722  x   0.99992263  =   0.99986986
 DI4812!UTM  15      -   0.99994722  x   0.99972499  =   0.99967223
 DI4812
 DI4812:                Primary Azimuth Mark                     Grid Az
 DI4812:SPC MN C     -  1809 Q                                   047 08 13.6
 DI4812:UTM  15      -  1809 Q                                   048 02 25.5
 DI4812
 DI4812_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUM9916325036(NAD 83)
 DI4812
 DI4812|---------------------------------------------------------------------|
 DI4812| PID    Reference Object                     Distance      Geod. Az  |
 DI4812|                                                           dddmmss.s |
 DI4812| DI4811 1809 Q                              APPROX. 0.8 KM 0470540.8 |
 DI4812|---------------------------------------------------------------------|
 DI4812
 DI4812                          SUPERSEDED SURVEY CONTROL
 DI4812
 DI4812  NAD 83(1996)-  46 16 17.10653(N)    094 18 31.20776(W) AD(       ) 1
 DI4812  ELLIP H (03/21/07)  336.762  (m)                       GP(       ) 4 1
 DI4812  NAVD 88             363.76   (m)         1193.4    (f) LEVELING    3  
 DI4812
 DI4812.Superseded values are not recommended for survey control.
 DI4812
 DI4812.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DI4812.See file dsdata.pdf to determine how the superseded data were derived.
 DI4812
 DI4812_MARKER: DD = SURVEY DISK
 DI4812_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DI4812_STAMPING: 1809 R 2006
 DI4812_MARK LOGO: MNDT
 DI4812_PROJECTION: FLUSH
 DI4812_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DI4812_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DI4812_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DI4812+SATELLITE: SATELLITE OBSERVATIONS - August 01, 2023
 DI4812_ROD/PIPE-DEPTH: 9.1 meters
 DI4812
 DI4812  HISTORY     - Date     Condition        Report By
 DI4812  HISTORY     - 2006     MONUMENTED       MNDT
 DI4812  HISTORY     - 20230801 GOOD             MNDT
 DI4812
 DI4812                          STATION DESCRIPTION
 DI4812
 DI4812'DESCRIBED BY MN DEPT OF TRANSP 2006
 DI4812'7.0 MILES SOUTHWEST OF BAXTER, 6.85 MILES SOUTHWEST ALONG TRUNK
 DI4812'HIGHWAY 371 FROM JUNCTION OF TRUNK HIGHWAY 371 AND TRUNK HIGHWAY 210
 DI4812'IN BAXTER, AT TRUNK HIGHWAY 371 MILEPOINT 21.90, 79.7 FEET SOUTHEAST
 DI4812'OF SOUTH BOUND TRUNK HIGHWAY 371, 89.3 FEET NORHTWEST OF NORTH BOUND
 DI4812'TRUNK HIGHWAY 371, 68.8 FEET NORHTEAST OF 80TH STREET STREET CROSS
 DI4812'OVEN, 3.8 FEET NORTHWEST OF WITNESS POST.
 DI4812
 DI4812                          STATION RECOVERY (2023)
 DI4812
 DI4812'RECOVERY NOTE BY MN DEPT OF TRANSP 2023 (MAS)
 DI4812'7.0 MI (11.3 KM) SOUTHWEST OF BAXTER, 6.85 MI (11.02 KM) SOUTHWEST
 DI4812'ALONG TRUNK HIGHWAY 371 FROM THE JUNCTION OF TRUNK HIGHWAY 371 AND
 DI4812'TRUNK HIGHWAY 210 IN BAXTER, AT TRUNK HIGHWAY 371 MILE POINT 21.90,
 DI4812'79.7 FT (24.3 M) SOUTHEAST OF SOUTHBOUND TRUNK HIGHWAY 371, 89.3 FT
 DI4812'(27.2 M) NORTHWEST OF NORTHBOUND TRUNK HIGHWAY 371, 68.8 FT (21.0 M)
 DI4812'NORTHEAST OF 80TH STREET CROSS-OVER, 3.8 FT (1.2 M) NORTHWEST OF A
 DI4812'WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DI4813 ***********************************************************************
 DI4813  DESIGNATION -  1809 S
 DI4813  PID         -  DI4813
 DI4813  STATE/COUNTY-  MN/CROW WING
 DI4813  COUNTRY     -  US
 DI4813  USGS QUAD   -  FORT RIPLEY (2019)
 DI4813
 DI4813                         *CURRENT SURVEY CONTROL
 DI4813  ______________________________________________________________________
 DI4813* NAD 83(2011) POSITION- 46 13 52.10838(N) 094 21 25.28238(W)   ADJUSTED
 DI4813* NAD 83(2011) ELLIP HT-   330.940 (meters)        (06/27/12)   ADJUSTED
 DI4813* NAD 83(2011) EPOCH   -  2010.00
 DI4813* NAVD 88 ORTHO HEIGHT -   357.887 (meters)     1174.17  (feet) ADJUSTED
 DI4813  ______________________________________________________________________
 DI4813  GEOID HEIGHT    -        -26.960 (meters)                     GEOID18
 DI4813  NAD 83(2011) X  -   -335,794.780 (meters)                     COMP
 DI4813  NAD 83(2011) Y  - -4,407,257.870 (meters)                     COMP
 DI4813  NAD 83(2011) Z  -  4,583,296.480 (meters)                     COMP
 DI4813  LAPLACE CORR    -         -1.00  (seconds)                    DEFLEC18
 DI4813  DYNAMIC HEIGHT  -        357.899 (meters)     1174.21  (feet) COMP
 DI4813  MODELED GRAVITY -    980,637.8   (mgal)                       NAVD 88
 DI4813
 DI4813  VERT ORDER      -  SECOND    CLASS I
 DI4813
 DI4813  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DI4813  Standards:
 DI4813         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DI4813            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DI4813  -------------------------------------------------------------------
 DI4813  NETWORK    0.44   0.45           0.21   0.13   0.23      0.13402221
 DI4813  -------------------------------------------------------------------
 DI4813  Click here for local accuracies and other accuracy information.
 DI4813
 DI4813.The horizontal coordinates were established by GPS observations
 DI4813.and adjusted by the National Geodetic Survey in June 2012.
 DI4813
 DI4813.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DI4813.been affixed to the stable North American tectonic plate. See 
 DI4813.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DI4813
 DI4813.The horizontal coordinates are valid at the epoch date displayed above
 DI4813.which is a decimal equivalence of Year/Month/Day.
 DI4813
 DI4813.The orthometric height was determined by differential leveling and
 DI4813.adjusted by the NATIONAL GEODETIC SURVEY
 DI4813.in September 2010.
 DI4813
 DI4813.Significant digits in the geoid height do not necessarily reflect accuracy.
 DI4813.GEOID18 height accuracy estimate available here.
 DI4813
 DI4813.Click photographs - Photos may exist for this station.
 DI4813
 DI4813.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DI4813
 DI4813.The Laplace correction was computed from DEFLEC18 derived deflections.
 DI4813
 DI4813.The ellipsoidal height was determined by GPS observations
 DI4813.and is referenced to NAD 83.
 DI4813
 DI4813.The dynamic height is computed by dividing the NAVD 88
 DI4813.geopotential number by the normal gravity value computed on the
 DI4813.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DI4813.degrees latitude (g = 980.6199 gals.).
 DI4813
 DI4813.The modeled gravity was interpolated from observed gravity values.
 DI4813
 DI4813. The following values were computed from the NAD 83(2011) position.
 DI4813
 DI4813;                    North         East     Units Scale Factor Converg.
 DI4813;SPC MN C     -   236,841.921   791,744.876   MT  0.99992366   -0 04 38.7
 DI4813;SPC MN C     -   777,038.87  2,597,582.98   sFT  0.99992366   -0 04 38.7
 DI4813;UTM  15      - 5,120,624.311   395,361.383   MT  0.99973459   -0 58 48.2
 DI4813
 DI4813!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DI4813!SPC MN C     -   0.99994812  x   0.99992366  =   0.99987179
 DI4813!UTM  15      -   0.99994812  x   0.99973459  =   0.99968273
 DI4813
 DI4813_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUM9536120624(NAD 83)
 DI4813
 DI4813                          SUPERSEDED SURVEY CONTROL
 DI4813
 DI4813  NAD 83(1996)-  46 13 52.10813(N)    094 21 25.28263(W) AD(       ) 1
 DI4813  ELLIP H (03/21/07)  331.016  (m)                       GP(       ) 4 1
 DI4813  NAVD 88             357.89   (m)         1174.2    (f) LEVELING    3  
 DI4813
 DI4813.Superseded values are not recommended for survey control.
 DI4813
 DI4813.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DI4813.See file dsdata.pdf to determine how the superseded data were derived.
 DI4813
 DI4813_MARKER: DD = SURVEY DISK
 DI4813_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DI4813_STAMPING: 1809 S 2006
 DI4813_MARK LOGO: MNDT
 DI4813_PROJECTION: FLUSH
 DI4813_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DI4813_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DI4813_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DI4813+SATELLITE: SATELLITE OBSERVATIONS - October 31, 2022
 DI4813_ROD/PIPE-DEPTH: 16.8 meters
 DI4813
 DI4813  HISTORY     - Date     Condition        Report By
 DI4813  HISTORY     - 2006     MONUMENTED       MNDT
 DI4813  HISTORY     - 20210111 GOOD             MNDT
 DI4813  HISTORY     - 20221031 GOOD             MNDT
 DI4813
 DI4813                          STATION DESCRIPTION
 DI4813
 DI4813'DESCRIBED BY MN DEPT OF TRANSP 2006
 DI4813'4.5 MILES NORTH OF FORT RIPLEY, 4.60 MILES NORTH ALONG TRUNK HIGHWAY
 DI4813'371 FROM JUNCTION OF TRUNK HIGHWAY 371 AND OAK DRIVE SOUTH IN FORT
 DI4813'RIPLEY, AT TRUNK HIGHWAY 371 MILEPOINT 18.25, 197.3 FEET WEST
 DI4813'NORTHWEST OF SOUTH BOUND TRUNK HIGHWAY 371, 45.0 FEET WEST OF LEGEND
 DI4813'LANE, 17.2 FEET SOUTH OF SLEEPY HOLLOW ROAD, 2.0 FEET EAST OF WITNESS
 DI4813'POST.
 DI4813
 DI4813                          STATION RECOVERY (2021)
 DI4813
 DI4813'RECOVERY NOTE BY MN DEPT OF TRANSP 2021 (MAS)
 DI4813'4.5 MI (7.2 KM) NORTH OF FORT RIPLEY, 4.60 MI (7.40 KM) NORTH ALONG
 DI4813'TRUNK HIGHWAY 371 FROM THE JUNCTION OF TRUNK HIGHWAY 371 AND OAK DRIVE
 DI4813'SOUTH IN FORT RIPLEY, AT TRUNK HIGHWAY 371 MILE POINT 18.25, 197.3 FT
 DI4813'(60.1 M) WEST-NORTHWEST OF SOUTHBOUND TRUNK HIGHWAY 371, 45.0 FT (13.7
 DI4813'M) WEST OF LEGEND LANE, 17.2 FT (5.2 M) SOUTH OF COUNTY ROAD 131
 DI4813'(SLEEPY HOLLOW ROAD) EXTENDED, 2.0 FT (0.6 M) EAST OF A WITNESS POST.
 DI4813
 DI4813                          STATION RECOVERY (2022)
 DI4813
 DI4813'RECOVERY NOTE BY MN DEPT OF TRANSP 2022 (MAS)
 DI4813'4.5 MI (7.2 KM) NORTH OF FORT RIPLEY, 4.60 MI (7.40 KM) NORTH ALONG
 DI4813'TRUNK HIGHWAY 371 FROM THE JUNCTION OF TRUNK HIGHWAY 371 AND MAIN
 DI4813'AVENUE IN FORT RIPLEY, AT TRUNK HIGHWAY 371 MILE POINT 18.25, 197.3 FT
 DI4813'(60.1 M) WEST-NORTHWEST OF SOUTHBOUND TRUNK HIGHWAY 371, 45.0 FT (13.7
 DI4813'M) WEST OF LEGEND LANE, 17.2 FT (5.2 M) SOUTH OF COUNTY ROAD 131
 DI4813'(SLEEPY HOLLOW ROAD) EXTENDED, 2.0 FT (0.6 M) EAST OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DL8503 ***********************************************************************
 DL8503  DESIGNATION -  1809 U
 DL8503  PID         -  DL8503
 DL8503  STATE/COUNTY-  MN/CROW WING
 DL8503  COUNTRY     -  US
 DL8503  USGS QUAD   -  FORT RIPLEY (2019)
 DL8503
 DL8503                         *CURRENT SURVEY CONTROL
 DL8503  ______________________________________________________________________
 DL8503* NAD 83(1986) POSITION- 46 10 41.1    (N) 094 21 47.9    (W)   HD_HELD2
 DL8503* NAVD 88 ORTHO HEIGHT -   354.678 (meters)     1163.64  (feet) ADJUSTED
 DL8503  ______________________________________________________________________
 DL8503  GEOID HEIGHT    -        -26.855 (meters)                     GEOID18
 DL8503  DYNAMIC HEIGHT  -        354.691 (meters)     1163.68  (feet) COMP
 DL8503  MODELED GRAVITY -    980,641.6   (mgal)                       NAVD 88
 DL8503
 DL8503  VERT ORDER      -  SECOND    CLASS I
 DL8503
 DL8503.The horizontal coordinates were established by autonomous hand held GPS
 DL8503.observations and have an estimated accuracy of +/- 10 meters.
 DL8503
 DL8503.The orthometric height was determined by differential leveling and
 DL8503.adjusted by the NATIONAL GEODETIC SURVEY
 DL8503.in September 2010.
 DL8503
 DL8503.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL8503.GEOID18 height accuracy estimate available here.
 DL8503
 DL8503.Click photographs - Photos may exist for this station.
 DL8503
 DL8503.The dynamic height is computed by dividing the NAVD 88
 DL8503.geopotential number by the normal gravity value computed on the
 DL8503.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL8503.degrees latitude (g = 980.6199 gals.).
 DL8503
 DL8503.The modeled gravity was interpolated from observed gravity values.
 DL8503
 DL8503;                    North         East    Units  Estimated Accuracy
 DL8503;SPC MN C     -   230,945.      791,252.      MT  (+/- 10 meters HH2 GPS)
 DL8503
 DL8503_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUM9477514737(NAD 83)
 DL8503
 DL8503                          SUPERSEDED SURVEY CONTROL
 DL8503
 DL8503.No superseded survey control is available for this station.
 DL8503
 DL8503_MARKER: DD = SURVEY DISK
 DL8503_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DL8503_SP_SET: BRIDGE RAILING
 DL8503_STAMPING: 1809 U 2006
 DL8503_MARK LOGO: MNDT
 DL8503_MAGNETIC: N = NO MAGNETIC MATERIAL
 DL8503_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DL8503_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DL8503+SATELLITE: SATELLITE OBSERVATIONS - May 30, 2006
 DL8503
 DL8503  HISTORY     - Date     Condition        Report By
 DL8503  HISTORY     - 2003     MONUMENTED       MNDT
 DL8503  HISTORY     - 20060530 GOOD             MNDT
 DL8503
 DL8503                          STATION DESCRIPTION
 DL8503
 DL8503'DESCRIBED BY MN DEPT OF TRANSP 2006 (MPP)
 DL8503'THE STATION IS LOCATED ABOUT 10.0 MI (16.1 KM) NORTH OF BELLE PRAIRIE,
 DL8503'9.0 MI (14.5 KM) NORTHEAST OF RANDALL AND 0.8 MI (1.3 KM) NORTH OF
 DL8503'FORT RIPLEY.
 DL8503'
 DL8503'TO REACH THE MARK FROM THE JUNCTION OF TRUNK HIGHWAY 371 AND OAK DRIVE
 DL8503'SOUTH IN FORT RIPLEY, GO 0.8 MI (1.3 KM) NORTH ALONG TRUNK HIGHWAY 371
 DL8503'TO MILE POINT 14.55 AND THE MARK IN THE SOUTHEAST CORNER OF THE
 DL8503'NORTHBOUND BRIDGE NUMBER 18007 OVER THE NOKASIPPI RIVER.
 DL8503'
 DL8503'THE MARK IS FOUND 20 FT (6.1 M) EAST-SOUTHEAST OF SOUTHBOUND TRUNK
 DL8503'HIGHWAY 371 IN THE BRIDGE RAILING.  THE DISK WAS SET IN THE BRIDGE
 DL8503'WHEN BUILT IN 2003 THEN STAMPED WHEN LEVELED TO IN 2006.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DL8504 ***********************************************************************
 DL8504  DESIGNATION -  1809 V
 DL8504  PID         -  DL8504
 DL8504  STATE/COUNTY-  MN/CROW WING
 DL8504  COUNTRY     -  US
 DL8504  USGS QUAD   -  FORT RIPLEY (2019)
 DL8504
 DL8504                         *CURRENT SURVEY CONTROL
 DL8504  ______________________________________________________________________
 DL8504* NAD 83(1986) POSITION- 46 10 41.79   (N) 094 21 45.89   (W)   HD_HELD1
 DL8504* NAVD 88 ORTHO HEIGHT -   354.985 (meters)     1164.65  (feet) ADJUSTED
 DL8504  ______________________________________________________________________
 DL8504  GEOID HEIGHT    -        -26.855 (meters)                     GEOID18
 DL8504  DYNAMIC HEIGHT  -        354.998 (meters)     1164.69  (feet) COMP
 DL8504  MODELED GRAVITY -    980,641.7   (mgal)                       NAVD 88
 DL8504
 DL8504  VERT ORDER      -  SECOND    CLASS I
 DL8504
 DL8504.The horizontal coordinates were determined by differentially corrected
 DL8504.hand held GPS observations or other comparable positioning techniques
 DL8504.and have an estimated accuracy of +/- 3 meters.
 DL8504
 DL8504.The orthometric height was determined by differential leveling and
 DL8504.adjusted by the NATIONAL GEODETIC SURVEY
 DL8504.in September 2010.
 DL8504
 DL8504.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL8504.GEOID18 height accuracy estimate available here.
 DL8504
 DL8504.Click photographs - Photos may exist for this station.
 DL8504
 DL8504.The dynamic height is computed by dividing the NAVD 88
 DL8504.geopotential number by the normal gravity value computed on the
 DL8504.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL8504.degrees latitude (g = 980.6199 gals.).
 DL8504
 DL8504.The modeled gravity was interpolated from observed gravity values.
 DL8504
 DL8504;                    North         East    Units  Estimated Accuracy
 DL8504;SPC MN C     -   230,966.6     791,295.0     MT  (+/- 3 meters HH1 GPS) 
 DL8504
 DL8504_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUM9481914757(NAD 83)
 DL8504
 DL8504                          SUPERSEDED SURVEY CONTROL
 DL8504
 DL8504.No superseded survey control is available for this station.
 DL8504
 DL8504_MARKER: DD = SURVEY DISK
 DL8504_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DL8504_SP_SET: BRIDGE RAILING
 DL8504_STAMPING: 1809 V 2006
 DL8504_MARK LOGO: MNDT
 DL8504_MAGNETIC: N = NO MAGNETIC MATERIAL
 DL8504_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL8504_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DL8504+SATELLITE: SATELLITE OBSERVATIONS - October 26, 2022
 DL8504
 DL8504  HISTORY     - Date     Condition        Report By
 DL8504  HISTORY     - 2003     MONUMENTED       MNDT
 DL8504  HISTORY     - 20060605 GOOD             MNDT
 DL8504  HISTORY     - 20221026 GOOD             MNDT
 DL8504
 DL8504                          STATION DESCRIPTION
 DL8504
 DL8504'DESCRIBED BY MN DEPT OF TRANSP 2006 (PJG)
 DL8504'THE STATION IS LOCATED ABOUT 10.0 MI (16.1 KM) NORTH OF BELLE PRAIRIE,
 DL8504'9.0 MI (14.5 KM) NORTHEAST OF RANDALL AND 0.8 MI (1.3 KM) NORTH OF
 DL8504'FORT RIPLEY.
 DL8504'
 DL8504'TO REACH THE MARK FROM THE JUNCTION OF TRUNK HIGHWAY 371 AND OAK DRIVE
 DL8504'SOUTH IN FORT RIPLEY, GO 0.8 MI (1.3 KM) NORTH ALONG TRUNK HIGHWAY 371
 DL8504'TO MILE POINT 14.55 AND THE MARK IN THE SOUTHEAST CORNER OF THE
 DL8504'NORTHBOUND BRIDGE NUMBER 18008 OVER THE NOKASIPPI RIVER.
 DL8504'
 DL8504'THE MARK IS FOUND 22.0 FT (6.7 M) EAST-NORTHEAST OF NORTHBOUND TRUNK
 DL8504'HIGHWAY 371 IN THE BRIDGE RAILING.  THE DISK SET IN BRIDGE IN THE
 DL8504'BRIDGE WHEN BUILT IN 2003 THEN STAMPED WHEN LEVELED TO IN 2006.
 DL8504
 DL8504                          STATION RECOVERY (2022)
 DL8504
 DL8504'RECOVERY NOTE BY MN DEPT OF TRANSP 2022 (MAS)
 DL8504'1.0 MI (1.6 KM) NORTH OF FORT RIPLEY, IN A BRIDGE RAILING IN THE
 DL8504'SOUTHEAST CORNER OF NORTHBOUND TRUNK HIGHWAY 371 BRIDGE NUMBER 18008
 DL8504'OVER THE NOKASIPPI RIVER, 0.8 MI (1.3 KM) NORTH ALONG TRUNK HIGHWAY
 DL8504'371 FROM THE JUNCTION OF TRUNK HIGHWAY 371 AND OAK DRIVE SOUTH IN FORT
 DL8504'RIPLEY, AT TRUNK HIGHWAY 371 MILE POINT 14.55, 22.0 FT (6.7 M)
 DL8504'EAST-NORTHEAST OF NORTHBOUND TRUNK HIGHWAY 371.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DO7069 ***********************************************************************
 DO7069  DESIGNATION -  1809 W
 DO7069  PID         -  DO7069
 DO7069  STATE/COUNTY-  MN/CROW WING
 DO7069  COUNTRY     -  US
 DO7069  USGS QUAD   -  BAXTER (2019)
 DO7069
 DO7069                         *CURRENT SURVEY CONTROL
 DO7069  ______________________________________________________________________
 DO7069* NAD 83(1986) POSITION- 46 15 37.26   (N) 094 19 11.66   (W)   HD_HELD1
 DO7069* NAVD 88 ORTHO HEIGHT -   363.230 (meters)     1191.70  (feet) ADJUSTED
 DO7069  ______________________________________________________________________
 DO7069  GEOID HEIGHT    -        -27.033 (meters)                     GEOID18
 DO7069  DYNAMIC HEIGHT  -        363.242 (meters)     1191.74  (feet) COMP
 DO7069  MODELED GRAVITY -    980,638.8   (mgal)                       NAVD 88
 DO7069
 DO7069  VERT ORDER      -  SECOND    CLASS I
 DO7069
 DO7069.The horizontal coordinates were determined by differentially corrected
 DO7069.hand held GPS observations or other comparable positioning techniques
 DO7069.and have an estimated accuracy of +/- 3 meters.
 DO7069
 DO7069.The orthometric height was determined by differential leveling and
 DO7069.adjusted by the NATIONAL GEODETIC SURVEY
 DO7069.in March 2014.
 DO7069
 DO7069.No vertical observational check was made to the station.
 DO7069
 DO7069.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO7069.GEOID18 height accuracy estimate available here.
 DO7069
 DO7069.Click photographs - Photos may exist for this station.
 DO7069
 DO7069.The dynamic height is computed by dividing the NAVD 88
 DO7069.geopotential number by the normal gravity value computed on the
 DO7069.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO7069.degrees latitude (g = 980.6199 gals.).
 DO7069
 DO7069.The modeled gravity was interpolated from observed gravity values.
 DO7069
 DO7069;                    North         East    Units  Estimated Accuracy
 DO7069;SPC MN C     -   240,085.2     794,610.8     MT  (+/- 3 meters HH1 GPS) 
 DO7069
 DO7069_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUM9827723821(NAD 83)
 DO7069
 DO7069                          SUPERSEDED SURVEY CONTROL
 DO7069
 DO7069.No superseded survey control is available for this station.
 DO7069
 DO7069_MARKER: DD = SURVEY DISK
 DO7069_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 DO7069+WITH SETTING: PAVEMENT
 DO7069_SP_SET: CORS FOOTING
 DO7069_STAMPING: 1809 W 2012
 DO7069_MARK LOGO: MNDT
 DO7069_MAGNETIC: N = NO MAGNETIC MATERIAL
 DO7069_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DO7069+STABILITY: SURFACE MOTION
 DO7069_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DO7069+SATELLITE: SATELLITE OBSERVATIONS - August 02, 2023
 DO7069
 DO7069  HISTORY     - Date     Condition        Report By
 DO7069  HISTORY     - 20120401 MONUMENTED       MNDT
 DO7069  HISTORY     - 20230802 GOOD             MNDT
 DO7069
 DO7069                          STATION DESCRIPTION
 DO7069
 DO7069'DESCRIBED BY MN DEPT OF TRANSP 2012
 DO7069'THE GEODETIC CONTROL MARK IS LOCATED ABOUT 8.8 MI (14.2 KM)
 DO7069'EAST-SOUTHEAST OF PILLAGER, 6.8 MI (10.9 KM) NORTH-NORTHEAST OF FORT
 DO7069'RIPLEY AND 8.0 MI (12.9 KM) SOUTH-SOUTHWEST OF BAXTER.
 DO7069'
 DO7069'SOUTH-SOUTHWEST OF BAXTER, 7.85 MI (12.6 KM) SOUTHWEST ALONG TRUNK
 DO7069'HIGHWAY 371 FROM THE JUNCTION OF TRUNK HIGHWAY 371 AND TRUNK HIGHWAY
 DO7069'210 IN BAXTER, THEN 300 FT (91.4 M) EAST-SOUTHEAST ON NORTH KOENIG
 DO7069'ROAD (CROW WING COUNTY ROAD 27), THEN 0.2 MI (0.3 KM) SOUTHEAST ON
 DO7069'SERVICE ROAD TO WELCOME CENTER, AT TRUNK HIGHWAY 371 MILE POINT 20.95.
 DO7069'THE GEODETIC CONTROL MARK IS FOUND 164.6 FT (50.2 M) SOUTH-SOUTHWEST
 DO7069'OF THE SOUTHWEST CORNER OF WELCOME CENTER, 124.2 FT (37.9 M) WEST OF
 DO7069'THE WEST LEG OF A REST AREA SIGN, 95.0 FT (29.0 M) SOUTH-SOUTHEAST OF
 DO7069'THE SOUTHWEST CORNER OF THE POWER POLE NUMBERED 99020.
 DO7069
 DO7069                          STATION RECOVERY (2023)
 DO7069
 DO7069'RECOVERY NOTE BY MN DEPT OF TRANSP 2023 (MAS)
 DO7069'8.0 MI (12.9 KM) SOUTHWEST OF BAXTER, 7.85 MI (12.63 KM) SOUTHWEST
 DO7069'ALONG TRUNK HIGHWAY 371 FROM THE JUNCTION OF TRUNK HIGHWAY 371 AND
 DO7069'TRUNK HIGHWAY 210 IN BAXTER, THEN 300.0 FT (91.4 M) EAST-SOUTHEAST ON
 DO7069'NORTH KOERING ROAD (CROW WING COUNTY ROAD 27), THEN 0.2 MI (0.3 KM)
 DO7069'SOUTHEAST ON A SERVICE ROAD TO A WELCOME CENTER, AT TRUNK HIGHWAY 371
 DO7069'MILE POINT 20.95, 164.6 FT (50.2 M) SOUTH-SOUTHWEST OF THE SOUTHWEST
 DO7069'CORNER OF A WELCOME CENTER, 124.2 FT (37.9 M) WEST OF THE WEST LEG OF
 DO7069'A REST AREA SIGN, 95.0 FT (29.0 M) SOUTH-SOUTHEAST OF THE SOUTHWEST
 DO7069'CORNER OF A POWER POLE NUMBER 99020.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DK7694 ***********************************************************************
 DK7694  DESIGNATION -  1810 A
 DK7694  PID         -  DK7694
 DK7694  STATE/COUNTY-  MN/CROW WING
 DK7694  COUNTRY     -  US
 DK7694  USGS QUAD   -  NISSWA (2019)
 DK7694
 DK7694                         *CURRENT SURVEY CONTROL
 DK7694  ______________________________________________________________________
 DK7694* NAD 83(1986) POSITION- 46 36 50.31   (N) 094 18 55.90   (W)   HD_HELD1
 DK7694* NAVD 88 ORTHO HEIGHT -   389.045 (meters)     1276.39  (feet) ADJUSTED
 DK7694  ______________________________________________________________________
 DK7694  GEOID HEIGHT    -        -27.755 (meters)                     GEOID18
 DK7694  DYNAMIC HEIGHT  -        389.059 (meters)     1276.44  (feet) COMP
 DK7694  MODELED GRAVITY -    980,639.5   (mgal)                       NAVD 88
 DK7694
 DK7694  VERT ORDER      -  SECOND    CLASS I
 DK7694
 DK7694.The horizontal coordinates were determined by differentially corrected
 DK7694.hand held GPS observations or other comparable positioning techniques
 DK7694.and have an estimated accuracy of +/- 3 meters.
 DK7694
 DK7694.The orthometric height was determined by differential leveling and
 DK7694.adjusted by the NATIONAL GEODETIC SURVEY
 DK7694.in February 2020.
 DK7694
 DK7694.Significant digits in the geoid height do not necessarily reflect accuracy.
 DK7694.GEOID18 height accuracy estimate available here.
 DK7694
 DK7694.Click photographs - Photos may exist for this station.
 DK7694
 DK7694.The dynamic height is computed by dividing the NAVD 88
 DK7694.geopotential number by the normal gravity value computed on the
 DK7694.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK7694.degrees latitude (g = 980.6199 gals.).
 DK7694
 DK7694.The modeled gravity was interpolated from observed gravity values.
 DK7694
 DK7694;                    North         East    Units  Estimated Accuracy
 DK7694;SPC MN C     -   279,390.9     794,980.8     MT  (+/- 3 meters HH1 GPS) 
 DK7694
 DK7694_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUM9926863108(NAD 83)
 DK7694
 DK7694                          SUPERSEDED SURVEY CONTROL
 DK7694
 DK7694  NAVD 88 (03/25/09)  389.054  (m)         1276.42   (f) SUPERSEDED  2 1
 DK7694
 DK7694.Superseded values are not recommended for survey control.
 DK7694
 DK7694.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK7694.See file dsdata.pdf to determine how the superseded data were derived.
 DK7694
 DK7694_MARKER: DD = SURVEY DISK
 DK7694_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DK7694_SP_SET: ABUTMENT
 DK7694_STAMPING: 1810 A 2006
 DK7694_MARK LOGO: MNDT
 DK7694_MAGNETIC: N = NO MAGNETIC MATERIAL
 DK7694_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DK7694_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DK7694+SATELLITE: SATELLITE OBSERVATIONS - August 21, 2023
 DK7694
 DK7694  HISTORY     - Date     Condition        Report By
 DK7694  HISTORY     - 20061128 MONUMENTED       MNDT
 DK7694  HISTORY     - 20111026 GOOD             MNDT
 DK7694  HISTORY     - 20230821 GOOD             MNDT
 DK7694
 DK7694                          STATION DESCRIPTION
 DK7694
 DK7694'DESCRIBED BY MN DEPT OF TRANSP 2006
 DK7694'THE MARK IS 0.80 MI (1.3 KM) NORTH OF PEQUOT LAKES, IN ABUTMENT IN
 DK7694'SOUTHEAST CORNER OF STATE TRAIL BRIDGE OVER TRUNK HIGHWAY 371, 0.80 MI
 DK7694'(1.3 KM) NORTH ALONG TRUNK HIGHWAY 371 FROM THE JUNCTION OF TRUNK
 DK7694'HIGHWAY 371 AND COUNTY ROAD 11 IN PEQUOT LAKES, AT TRUNK HIGHWAY 371
 DK7694'MILE POINT 52.7, 104.0 FT (31.7 M) SOUTH EAST OF TRUNK HIGHWAY 371,
 DK7694'8.0 FT (2.4 M) EAST NORTHEAST OF STATE TRAIL.  DISK SET IN A DRILL
 DK7694'HOLE IN BRIDGE ABUTMENT.
 DK7694
 DK7694                          STATION RECOVERY (2011)
 DK7694
 DK7694'RECOVERY NOTE BY MN DEPT OF TRANSP 2011 (KMS)
 DK7694'RECOVERED IN GOOD CONDITION.
 DK7694
 DK7694                          STATION RECOVERY (2023)
 DK7694
 DK7694'RECOVERY NOTE BY MN DEPT OF TRANSP 2023 (TJD)
 DK7694'0.8 MI (1.3 KM) NORTH OF PEQUOT LAKES, IN THE ABUTMENT IN THE
 DK7694'SOUTHEAST CORNER OF THE STATE TRAIL BRIDGE OVER TRUNK HIGHWAY 371, 0.8
 DK7694'MI (1.3 KM) NORTH ALONG TRUNK HIGHWAY 371 FROM THE JUNCTION OF TRUNK
 DK7694'HIGHWAY 371 AND COUNTY ROAD 11 IN PEQUOT LAKES, AT TRUNK HIGHWAY 371
 DK7694'MILE POINT 52.7, 104.0 FT (31.7 M) SOUTHEAST OF TRUNK HIGHWAY 371, 8.0
 DK7694'FT (2.4 M) EAST-NORTHEAST OF A STATE TRAIL.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DO7845 ***********************************************************************
 DO7845  DESIGNATION -  1810 A 1
 DO7845  PID         -  DO7845
 DO7845  STATE/COUNTY-  MN/CROW WING
 DO7845  COUNTRY     -  US
 DO7845  USGS QUAD   -  NISSWA (2019)
 DO7845
 DO7845                         *CURRENT SURVEY CONTROL
 DO7845  ______________________________________________________________________
 DO7845* NAD 83(2011) POSITION- 46 36 10.59763(N) 094 17 24.24379(W)   ADJUSTED
 DO7845* NAD 83(2011) ELLIP HT-   362.906 (meters)        (04/28/15)   ADJUSTED
 DO7845* NAD 83(2011) EPOCH   -  2010.00
 DO7845* NAVD 88 ORTHO HEIGHT -   390.662 (meters)     1281.70  (feet) ADJUSTED
 DO7845  ______________________________________________________________________
 DO7845  GEOID HEIGHT    -        -27.759 (meters)                     GEOID18
 DO7845  NAD 83(2011) X  -   -328,406.272 (meters)                     COMP
 DO7845  NAD 83(2011) Y  - -4,377,813.504 (meters)                     COMP
 DO7845  NAD 83(2011) Z  -  4,611,813.777 (meters)                     COMP
 DO7845  LAPLACE CORR    -         -2.51  (seconds)                    DEFLEC18
 DO7845  DYNAMIC HEIGHT  -        390.675 (meters)     1281.74  (feet) COMP
 DO7845  MODELED GRAVITY -    980,637.1   (mgal)                       NAVD 88
 DO7845
 DO7845  VERT ORDER      -  SECOND    CLASS I
 DO7845
 DO7845  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DO7845  Standards:
 DO7845         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DO7845            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DO7845  -------------------------------------------------------------------
 DO7845  NETWORK    0.82   0.92           0.38   0.27   0.47     -0.07958037
 DO7845  -------------------------------------------------------------------
 DO7845  Click here for local accuracies and other accuracy information.
 DO7845
 DO7845.The horizontal coordinates were established by GPS observations
 DO7845.and adjusted by the MN DEPT OF TRANSP in April 2015.
 DO7845
 DO7845.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DO7845.been affixed to the stable North American tectonic plate. See 
 DO7845.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DO7845
 DO7845.The horizontal coordinates are valid at the epoch date displayed above
 DO7845.which is a decimal equivalence of Year/Month/Day.
 DO7845
 DO7845.The orthometric height was determined by differential leveling and
 DO7845.adjusted by the NATIONAL GEODETIC SURVEY
 DO7845.in February 2020.
 DO7845
 DO7845.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO7845.GEOID18 height accuracy estimate available here.
 DO7845
 DO7845.Click photographs - Photos may exist for this station.
 DO7845
 DO7845.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DO7845
 DO7845.The Laplace correction was computed from DEFLEC18 derived deflections.
 DO7845
 DO7845.The ellipsoidal height was determined by GPS observations
 DO7845.and is referenced to NAD 83.
 DO7845
 DO7845.The dynamic height is computed by dividing the NAVD 88
 DO7845.geopotential number by the normal gravity value computed on the
 DO7845.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO7845.degrees latitude (g = 980.6199 gals.).
 DO7845
 DO7845.The modeled gravity was interpolated from observed gravity values.
 DO7845
 DO7845. The following values were computed from the NAD 83(2011) position.
 DO7845
 DO7845;                    North         East     Units Scale Factor Converg.
 DO7845;SPC MN C     -   278,163.386   796,930.314   MT  0.99993295   -0 01 44.3
 DO7845;SPC MN C     -   912,607.71  2,614,595.54   sFT  0.99993295   -0 01 44.3
 DO7845;UTM  15      - 5,161,850.511   401,198.107   MT  0.99971999   -0 56 14.8
 DO7845
 DO7845!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DO7845!SPC MN C     -   0.99994312  x   0.99993295  =   0.99987607
 DO7845!UTM  15      -   0.99994312  x   0.99971999  =   0.99966312
 DO7845
 DO7845_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVM0119861850(NAD 83)
 DO7845
 DO7845                          SUPERSEDED SURVEY CONTROL
 DO7845
 DO7845  NAVD 88 (12/23/13)  390.671  (m)         1281.73   (f) SUPERSEDED  2 1
 DO7845
 DO7845.Superseded values are not recommended for survey control.
 DO7845
 DO7845.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DO7845.See file dsdata.pdf to determine how the superseded data were derived.
 DO7845
 DO7845_MARKER: I = METAL ROD
 DO7845_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DO7845_STAMPING: 1810 A 1 2009
 DO7845_MARK LOGO: MNDT
 DO7845_PROJECTION: RECESSED 5 CENTIMETERS
 DO7845_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DO7845_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DO7845_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DO7845+SATELLITE: SATELLITE OBSERVATIONS - August 16, 2023
 DO7845_ROD/PIPE-DEPTH: 12.2 meters
 DO7845
 DO7845  HISTORY     - Date     Condition        Report By
 DO7845  HISTORY     - 20090713 MONUMENTED       MNDT
 DO7845  HISTORY     - 20090707 GOOD             MNDT
 DO7845  HISTORY     - 20111026 GOOD             MNDT
 DO7845  HISTORY     - 20210119 GOOD             MNDT
 DO7845  HISTORY     - 20230816 GOOD             MNDT
 DO7845
 DO7845                          STATION DESCRIPTION
 DO7845
 DO7845'DESCRIBED BY MN DEPT OF TRANSP 2009 (DAS)
 DO7845'RECOVERED AS DESCRIBED.
 DO7845
 DO7845                          STATION RECOVERY (2011)
 DO7845
 DO7845'RECOVERY NOTE BY MN DEPT OF TRANSP 2011 (KMS)
 DO7845'1.1 MILES EAST OF PEQUOT LAKES, 1.1 MILES EAST ALONG COUNTY ROAD 11
 DO7845'FROM JUNCTION OF COUNTY ROAD 11 AND TRUNK HIGHWAY 371 IN PEQUOT LAKES,
 DO7845'60.4 FEET NORTH OF COUNTY ROAD 11, IN THE CENTER OF AN ENTRANCE, 5.5
 DO7845'FEET SOUTH OF WOOD FENCE, 3.0 FEET SOUTH OF WITNESS POST.
 DO7845
 DO7845                          STATION RECOVERY (2021)
 DO7845
 DO7845'RECOVERY NOTE BY MN DEPT OF TRANSP 2021 (KMS)
 DO7845'1.1 MI (1.8 KM) EAST OF PEQUOT LAKES, 0.55 MI (0.88 KM) EAST ALONG
 DO7845'COUNTY ROAD 11 FROM THE JUNCTION OF COUNTY ROAD 11 AND TRUNK HIGHWAY
 DO7845'371 (THE JUNCTION IS 0.5 MI (0.8 KM) EAST OF PEQUOT LAKES), 60.4 FT
 DO7845'(18.4 M) NORTH OF COUNTY ROAD 11, IN THE CENTER OF AN ENTRANCE, 5.5 FT
 DO7845'(1.7 M) SOUTH OF A WOOD FENCE, 3.0 FT (0.9 M) SOUTH OF A WITNESS POST.
 DO7845
 DO7845                          STATION RECOVERY (2023)
 DO7845
 DO7845'RECOVERY NOTE BY MN DEPT OF TRANSP 2023 (KMS)
 DO7845'1.1 MI (1.8 KM) EAST OF PEQUOT LAKES, 0.55 MI (0.88 KM) EAST ALONG
 DO7845'COUNTY ROAD 11 FROM THE JUNCTION OF COUNTY ROAD 11 AND TRUNK HIGHWAY
 DO7845'371 (THE JUNCTION IS 0.5 MI (0.8 KM) EAST OF PEQUOT LAKES), 60.4 FT
 DO7845'(18.4 M) NORTH OF COUNTY ROAD 11, IN THE CENTER OF AN ENTRANCE, 5.5 FT
 DO7845'(1.7 M) SOUTH OF A WOOD FENCE, 3.0 FT (0.9 M) SOUTH OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DO8535 ***********************************************************************
 DO8535  DESIGNATION -  1810 A 4
 DO8535  PID         -  DO8535
 DO8535  STATE/COUNTY-  MN/CROW WING
 DO8535  COUNTRY     -  US
 DO8535  USGS QUAD   -  PELICAN LAKE (2019)
 DO8535
 DO8535                         *CURRENT SURVEY CONTROL
 DO8535  ______________________________________________________________________
 DO8535* NAD 83(1986) POSITION- 46 35 45.10   (N) 094 14 04.84   (W)   HD_HELD1
 DO8535* NAVD 88 ORTHO HEIGHT -   377.813 (meters)     1239.54  (feet) ADJUSTED
 DO8535  ______________________________________________________________________
 DO8535  GEOID HEIGHT    -        -27.795 (meters)                     GEOID18
 DO8535  DYNAMIC HEIGHT  -        377.828 (meters)     1239.59  (feet) COMP
 DO8535  MODELED GRAVITY -    980,641.2   (mgal)                       NAVD 88
 DO8535
 DO8535  VERT ORDER      -  SECOND    CLASS I
 DO8535
 DO8535.The horizontal coordinates were determined by differentially corrected
 DO8535.hand held GPS observations or other comparable positioning techniques
 DO8535.and have an estimated accuracy of +/- 3 meters.
 DO8535
 DO8535.The orthometric height was determined by differential leveling and
 DO8535.adjusted by the NATIONAL GEODETIC SURVEY
 DO8535.in December 2013.
 DO8535
 DO8535.No vertical observational check was made to the station.
 DO8535
 DO8535.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO8535.GEOID18 height accuracy estimate available here.
 DO8535
 DO8535.Click photographs - Photos may exist for this station.
 DO8535
 DO8535.The dynamic height is computed by dividing the NAVD 88
 DO8535.geopotential number by the normal gravity value computed on the
 DO8535.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO8535.degrees latitude (g = 980.6199 gals.).
 DO8535
 DO8535.The modeled gravity was interpolated from observed gravity values.
 DO8535
 DO8535;                    North         East    Units  Estimated Accuracy
 DO8535;SPC MN C     -   277,375.4     801,174.0     MT  (+/- 3 meters HH1 GPS) 
 DO8535
 DO8535_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVM0542760995(NAD 83)
 DO8535
 DO8535                          SUPERSEDED SURVEY CONTROL
 DO8535
 DO8535.No superseded survey control is available for this station.
 DO8535
 DO8535_MARKER: DD = SURVEY DISK
 DO8535_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DO8535_STAMPING: 1810 A 4 2009
 DO8535_MARK LOGO: MNDT
 DO8535_PROJECTION: FLUSH
 DO8535_MAGNETIC: N = NO MAGNETIC MATERIAL
 DO8535_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DO8535+STABILITY: SURFACE MOTION
 DO8535_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DO8535+SATELLITE: SATELLITE OBSERVATIONS - August 16, 2023
 DO8535
 DO8535  HISTORY     - Date     Condition        Report By
 DO8535  HISTORY     - 20090713 MONUMENTED       MNDT
 DO8535  HISTORY     - 20210119 GOOD             MNDT
 DO8535  HISTORY     - 20230816 GOOD             MNDT
 DO8535
 DO8535                          STATION DESCRIPTION
 DO8535
 DO8535'DESCRIBED BY MN DEPT OF TRANSP 2009
 DO8535'THE STATION IS LOCATED ABOUT 7.2 MI (11.6 KM) SOUTHWEST OF CROSS LAKE,
 DO8535'5.9 MI (9.5 KM) SOUTHEAST OF JENKINS AND 5.8 MI (9.3 KM)
 DO8535'NORTH-NORTHEAST OF NISSWA.
 DO8535'
 DO8535'0.8 MILE WEST ALONG COUNTY ROAD 11 FROM THE JUNCTION OF COUNTY ROAD 11
 DO8535'AND COUNTY ROAD 4 IN BREEZY POINT.
 DO8535'
 DO8535'IT IS 85.8 FT (26.2 M) SOUTH OF COUNTY ROAD 11, 9.8 FT (3.0 M)
 DO8535'SOUTHWEST OF WOOD UTILITY POLE, IN CONCRETE ELECTRICAL VAULT.
 DO8535
 DO8535                          STATION RECOVERY (2021)
 DO8535
 DO8535'RECOVERY NOTE BY MN DEPT OF TRANSP 2021 (KMS)
 DO8535'0.8 MI (1.3 KM) WEST OF BREEZY POINT, 0.8 MI (1.3 KM) WEST ALONG
 DO8535'COUNTY ROAD 11 FROM THE JUNCTION OF COUNTY ROAD 11 AND COUNTY ROAD 4
 DO8535'IN BREEZY POINT, 85.8 FT (26.2 M) SOUTH OF COUNTY ROAD 11, 9.8 FT (3.0
 DO8535'M) SOUTHWEST OF A WOOD UTILITY POLE, IN A CONCRETE SEWER LIFT STATION.
 DO8535'THE DISK IS SET IN A DRILL HOLE.
 DO8535
 DO8535                          STATION RECOVERY (2023)
 DO8535
 DO8535'RECOVERY NOTE BY MN DEPT OF TRANSP 2023 (KMS)
 DO8535'0.8 MI (1.3 KM) WEST OF BREEZY POINT, 0.8 MI (1.3 KM) WEST ALONG
 DO8535'COUNTY ROAD 11 FROM THE JUNCTION OF COUNTY ROAD 11 AND COUNTY ROAD 4
 DO8535'IN BREEZY POINT, 85.8 FT (26.2 M) SOUTH OF COUNTY ROAD 11, 9.8 FT (3.0
 DO8535'M) SOUTHWEST OF A WOOD UTILITY POLE, IN A CONCRETE SEWER LIFT STATION.
 DO8535'THE DISK IS SET IN A DRILL HOLE.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DO8536 ***********************************************************************
 DO8536  DESIGNATION -  1810 A 5
 DO8536  PID         -  DO8536
 DO8536  STATE/COUNTY-  MN/CROW WING
 DO8536  COUNTRY     -  US
 DO8536  USGS QUAD   -  PELICAN LAKE (2019)
 DO8536
 DO8536                         *CURRENT SURVEY CONTROL
 DO8536  ______________________________________________________________________
 DO8536* NAD 83(1986) POSITION- 46 35 28.24   (N) 094 13 15.80   (W)   HD_HELD1
 DO8536* NAVD 88 ORTHO HEIGHT -   380.486 (meters)     1248.31  (feet) ADJUSTED
 DO8536  ______________________________________________________________________
 DO8536  GEOID HEIGHT    -        -27.801 (meters)                     GEOID18
 DO8536  DYNAMIC HEIGHT  -        380.500 (meters)     1248.36  (feet) COMP
 DO8536  MODELED GRAVITY -    980,640.8   (mgal)                       NAVD 88
 DO8536
 DO8536  VERT ORDER      -  SECOND    CLASS I
 DO8536
 DO8536.The horizontal coordinates were determined by differentially corrected
 DO8536.hand held GPS observations or other comparable positioning techniques
 DO8536.and have an estimated accuracy of +/- 3 meters.
 DO8536
 DO8536.The orthometric height was determined by differential leveling and
 DO8536.adjusted by the NATIONAL GEODETIC SURVEY
 DO8536.in December 2013.
 DO8536
 DO8536.No vertical observational check was made to the station.
 DO8536
 DO8536.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO8536.GEOID18 height accuracy estimate available here.
 DO8536
 DO8536.Click photographs - Photos may exist for this station.
 DO8536
 DO8536.The dynamic height is computed by dividing the NAVD 88
 DO8536.geopotential number by the normal gravity value computed on the
 DO8536.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO8536.degrees latitude (g = 980.6199 gals.).
 DO8536
 DO8536.The modeled gravity was interpolated from observed gravity values.
 DO8536
 DO8536;                    North         East    Units  Estimated Accuracy
 DO8536;SPC MN C     -   276,855.2     802,218.0     MT  (+/- 3 meters HH1 GPS) 
 DO8536
 DO8536_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVM0646360458(NAD 83)
 DO8536
 DO8536                          SUPERSEDED SURVEY CONTROL
 DO8536
 DO8536.No superseded survey control is available for this station.
 DO8536
 DO8536_MARKER: DD = SURVEY DISK
 DO8536_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 DO8536+WITH SETTING: PAVEMENT
 DO8536_SP_SET: LIGHT POLE BASE
 DO8536_STAMPING: 1810 A 5 2009
 DO8536_MARK LOGO: MNDT
 DO8536_PROJECTION: FLUSH
 DO8536_MAGNETIC: N = NO MAGNETIC MATERIAL
 DO8536_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DO8536+STABILITY: SURFACE MOTION
 DO8536_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DO8536+SATELLITE: SATELLITE OBSERVATIONS - August 16, 2023
 DO8536
 DO8536  HISTORY     - Date     Condition        Report By
 DO8536  HISTORY     - 20090713 MONUMENTED       MNDT
 DO8536  HISTORY     - 20230816 GOOD             MNDT
 DO8536
 DO8536                          STATION DESCRIPTION
 DO8536
 DO8536'DESCRIBED BY MN DEPT OF TRANSP 2009
 DO8536'THE STATION IS LOCATED ABOUT 7.0 MI (11.3 KM) SOUTHWEST OF CROSS LAKE,
 DO8536'6.6 MI (10.6 KM) SOUTHEAST OF JENKINS AND 5.8 MI (9.3 KM)
 DO8536'NORTH-NORTHEAST OF NISSWA.
 DO8536'
 DO8536'0.1 MILE WEST ALONG COUNTY ROAD 11 FROM THE JUNCTION OF COUNTY ROAD 11
 DO8536'AND COUNTY ROAD 4 IN BREEZY POINT, 177.8 FT (54.2 M) SOUTH OF COUNTY
 DO8536'ROAD 11.
 DO8536'
 DO8536'IT IS 100.6 FT (30.7 M) EAST OF BLUEBIRD LANE, 42.8 FT (13.0 M) SOUTH
 DO8536'OF THE SOUTHWEST CORNER OF A REAL ESTATE BUILDING, IN BASE OF LIGHT
 DO8536'POLE.  DISK SET IN A DRILL HOLE.
 DO8536
 DO8536                          STATION RECOVERY (2023)
 DO8536
 DO8536'RECOVERY NOTE BY MN DEPT OF TRANSP 2023 (KMS)
 DO8536'0.1 MI (0.2 KM) WEST OF BREEZY POINT, 0.1 MI (0.2 KM) WEST ALONG
 DO8536'COUNTY ROAD 11 FROM THE JUNCTION OF COUNTY ROAD 11 AND COUNTY ROAD 4
 DO8536'IN BREEZY POINT, 177.8 FT (54.2 M) SOUTH OF COUNTY ROAD 11, 100.6 FT
 DO8536'(30.7 M) EAST OF BLUEBIRD LANE, 42.8 FT (13.0 M) SOUTH OF THE
 DO8536'SOUTHWEST CORNER OF A REAL ESTATE BUILDING, IN THE BASE OF A LIGHT
 DO8536'POLE.  THE DISK IS SET IN A DRILL HOLE.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DK7664 ***********************************************************************
 DK7664  DESIGNATION -  1810 B
 DK7664  PID         -  DK7664
 DK7664  STATE/COUNTY-  MN/CROW WING
 DK7664  COUNTRY     -  US
 DK7664  USGS QUAD   -  JENKINS (2019)
 DK7664
 DK7664                         *CURRENT SURVEY CONTROL
 DK7664  ______________________________________________________________________
 DK7664* NAD 83(1986) POSITION- 46 38 12.2    (N) 094 19 43.7    (W)   HD_HELD2
 DK7664* NAVD 88 ORTHO HEIGHT -   382.726 (meters)     1255.66  (feet) ADJUSTED
 DK7664  ______________________________________________________________________
 DK7664  GEOID HEIGHT    -        -27.781 (meters)                     GEOID18
 DK7664  DYNAMIC HEIGHT  -        382.741 (meters)     1255.71  (feet) COMP
 DK7664  MODELED GRAVITY -    980,643.2   (mgal)                       NAVD 88
 DK7664
 DK7664  VERT ORDER      -  SECOND    CLASS I
 DK7664
 DK7664.The horizontal coordinates were established by autonomous hand held GPS
 DK7664.observations and have an estimated accuracy of +/- 10 meters.
 DK7664
 DK7664.The orthometric height was determined by differential leveling and
 DK7664.adjusted by the NATIONAL GEODETIC SURVEY
 DK7664.in February 2020.
 DK7664
 DK7664.Significant digits in the geoid height do not necessarily reflect accuracy.
 DK7664.GEOID18 height accuracy estimate available here.
 DK7664
 DK7664.Click photographs - Photos may exist for this station.
 DK7664
 DK7664.The dynamic height is computed by dividing the NAVD 88
 DK7664.geopotential number by the normal gravity value computed on the
 DK7664.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK7664.degrees latitude (g = 980.6199 gals.).
 DK7664
 DK7664.The modeled gravity was interpolated from observed gravity values.
 DK7664
 DK7664;                    North         East    Units  Estimated Accuracy
 DK7664;SPC MN C     -   281,920.      793,966.      MT  (+/- 10 meters HH2 GPS)
 DK7664
 DK7664_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUM9829465653(NAD 83)
 DK7664
 DK7664                          SUPERSEDED SURVEY CONTROL
 DK7664
 DK7664  NAVD 88 (03/25/09)  382.735  (m)         1255.69   (f) SUPERSEDED  2 1
 DK7664
 DK7664.Superseded values are not recommended for survey control.
 DK7664
 DK7664.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK7664.See file dsdata.pdf to determine how the superseded data were derived.
 DK7664
 DK7664_MARKER: DD = SURVEY DISK
 DK7664_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DK7664_STAMPING: 1810 B 2006
 DK7664_MARK LOGO: MNDT
 DK7664_PROJECTION: RECESSED 5 CENTIMETERS
 DK7664_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DK7664_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DK7664_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DK7664+SATELLITE: SATELLITE OBSERVATIONS - August 22, 2023
 DK7664_ROD/PIPE-DEPTH: 15.2 meters
 DK7664
 DK7664  HISTORY     - Date     Condition        Report By
 DK7664  HISTORY     - 20061128 MONUMENTED       MNDT
 DK7664  HISTORY     - 20111027 GOOD             MNDT
 DK7664  HISTORY     - 20230822 GOOD             MNDT
 DK7664
 DK7664                          STATION DESCRIPTION
 DK7664
 DK7664'DESCRIBED BY MN DEPT OF TRANSP 2006
 DK7664'THE MARK IS 0.70 MI (1.1 KM) SOUTHEAST OF JENKINS, 0.70 MI (1.1 KM)
 DK7664'SOUTHEAST ALONG TRUNK HIGHWAY 371 FROM THE JUNCTION OF TRUNK HIGHWAY
 DK7664'371 AND COUNTY ROAD 145 (LILAC STREET) IN JENKINS, AT TRUNK HIGHWAY
 DK7664'371 MILE POINT 54.45, 71.0 FT (21.6 M) WEST SOUTHWEST OF TRUNK HIGHWAY
 DK7664'371, 54.0 FT (16.5 M) EAST NORTHEAST OF STATE TRAIL, 107.0 FT (32.6 M)
 DK7664'NORTH NORTHWEST OF ROSEWOOD STREET, 28.0 FT (8.5 M) NORTH NORTHWEST OF
 DK7664'POWER POLE, 1.0 FT (0.3 M) EAST NORTHEAST OF A WITNESS POST.
 DK7664
 DK7664                          STATION RECOVERY (2011)
 DK7664
 DK7664'RECOVERY NOTE BY MN DEPT OF TRANSP 2011 (KMS)
 DK7664'RECOVERED IN GOOD CONDITION.
 DK7664
 DK7664                          STATION RECOVERY (2023)
 DK7664
 DK7664'RECOVERY NOTE BY MN DEPT OF TRANSP 2023 (TJD)
 DK7664'0.7 MI (1.1 KM) SOUTHEAST OF JENKINS, 0.7 MI (1.1 KM) SOUTHEAST ALONG
 DK7664'TRUNK HIGHWAY 371 FROM THE JUNCTION OF TRUNK HIGHWAY 371 AND LILAC
 DK7664'STREET/VETERANS STREET IN JENKINS, AT TRUNK HIGHWAY 371 MILE POINT
 DK7664'54.45, 71.0 FT (21.6 M) WEST-SOUTHWEST OF TRUNK HIGHWAY 371, 54.0 FT
 DK7664'(16.5 M) EAST-NORTHEAST OF A STATE TRAIL, 107.0 FT (32.6 M)
 DK7664'NORTH-NORTHWEST OF ROSEWOOD STREET, 28.0 FT (8.5 M) NORTH-NORTHWEST OF
 DK7664'A POWER POLE, 1.0 FT (0.3 M) EAST-NORTHEAST OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DK7695 ***********************************************************************
 DK7695  DESIGNATION -  1810 B 1
 DK7695  PID         -  DK7695
 DK7695  STATE/COUNTY-  MN/CROW WING
 DK7695  COUNTRY     -  US
 DK7695  USGS QUAD   -  JENKINS (2019)
 DK7695
 DK7695                         *CURRENT SURVEY CONTROL
 DK7695  ______________________________________________________________________
 DK7695* NAD 83(1986) POSITION- 46 39 11.12   (N) 094 18 31.35   (W)   HD_HELD1
 DK7695* NAVD 88 ORTHO HEIGHT -   383.376 (meters)     1257.79  (feet) ADJUSTED
 DK7695  ______________________________________________________________________
 DK7695  GEOID HEIGHT    -        -27.824 (meters)                     GEOID18
 DK7695  DYNAMIC HEIGHT  -        383.392 (meters)     1257.85  (feet) COMP
 DK7695  MODELED GRAVITY -    980,644.6   (mgal)                       NAVD 88
 DK7695
 DK7695  VERT ORDER      -  SECOND    CLASS I
 DK7695
 DK7695.The horizontal coordinates were determined by differentially corrected
 DK7695.hand held GPS observations or other comparable positioning techniques
 DK7695.and have an estimated accuracy of +/- 3 meters.
 DK7695
 DK7695.The orthometric height was determined by differential leveling and
 DK7695.adjusted by the NATIONAL GEODETIC SURVEY
 DK7695.in March 2009.
 DK7695
 DK7695.No vertical observational check was made to the station.
 DK7695
 DK7695.Significant digits in the geoid height do not necessarily reflect accuracy.
 DK7695.GEOID18 height accuracy estimate available here.
 DK7695
 DK7695.Click photographs - Photos may exist for this station.
 DK7695
 DK7695.The dynamic height is computed by dividing the NAVD 88
 DK7695.geopotential number by the normal gravity value computed on the
 DK7695.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK7695.degrees latitude (g = 980.6199 gals.).
 DK7695
 DK7695.The modeled gravity was interpolated from observed gravity values.
 DK7695
 DK7695;                    North         East    Units  Estimated Accuracy
 DK7695;SPC MN C     -   283,738.2     795,506.3     MT  (+/- 3 meters HH1 GPS) 
 DK7695
 DK7695_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUM9986367446(NAD 83)
 DK7695
 DK7695                          SUPERSEDED SURVEY CONTROL
 DK7695
 DK7695.No superseded survey control is available for this station.
 DK7695
 DK7695_MARKER: DD = SURVEY DISK
 DK7695_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DK7695_STAMPING: 1810 B 1 2006
 DK7695_MARK LOGO: MNDT
 DK7695_PROJECTION: RECESSED 8 CENTIMETERS
 DK7695_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DK7695_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DK7695_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DK7695+SATELLITE: SATELLITE OBSERVATIONS - August 16, 2023
 DK7695_ROD/PIPE-DEPTH: 30.5 meters
 DK7695
 DK7695  HISTORY     - Date     Condition        Report By
 DK7695  HISTORY     - 20061001 MONUMENTED       MNDT
 DK7695  HISTORY     - 20210119 GOOD             MNDT
 DK7695  HISTORY     - 20230816 GOOD             MNDT
 DK7695
 DK7695                          STATION DESCRIPTION
 DK7695
 DK7695'DESCRIBED BY MN DEPT OF TRANSP 2006
 DK7695'THE MARK IS 1.35 MI (2.2 KM) EAST SOUTHEAST OF JENKINS FROM THE
 DK7695'JUNCTION OF TRUNK HIGHWAY 371 AND VETERANS STREET IN JENKINS, TO TRUNK
 DK7695'HIGHWAY 371 MILE POINT 55.15, THENCE 0.50 MI (0.8 KM) EAST ON VETERANS
 DK7695'STREET, THENCE 1.1 MI (1.8 KM) EAST NORTHEAST ON COUNTY ROAD 145,
 DK7695'
 DK7695'51.7 FT (15.8 M) NORTH NORTHWEST OF COUNTY ROAD 145, 27.0 FT (8.2 M)
 DK7695'EAST NORTHEAST OF WEST NELSON LAKE ROAD, 14.3 FT (4.4 M) NORTH
 DK7695'NORTHWEST OF POWER POLE, 1.0 FT (0.3 M) SOUTH OF A WITNESS POST.
 DK7695
 DK7695                          STATION RECOVERY (2021)
 DK7695
 DK7695'RECOVERY NOTE BY MN DEPT OF TRANSP 2021 (KMS)
 DK7695'1.35 MI (2.17 KM) EAST-NORTHEAST OF JENKINS, 0.5 MI (0.8 KM) EAST
 DK7695'ALONG VETERANS STREET FROM THE JUNCTION OF VETERANS STREET AND TRUNK
 DK7695'HIGHWAY 371 IN JENKINS TO TRUNK HIGHWAY 371 MILE POINT 55.15, THEN 1.1
 DK7695'MI (1.8 KM) NORTHEAST ON COUNTY ROAD 145, 51.7 FT (15.8 M)
 DK7695'NORTH-NORTHWEST OF COUNTY ROAD 145, 27.0 FT (8.2 M) EAST-NORTHEAST OF
 DK7695'WEST NELSON LAKE ROAD, 14.3 FT (4.4 M) NORTH-NORTHWEST OF A POWER
 DK7695'POLE, 1.0 FT (0.3 M) SOUTH OF A WITNESS POST.
 DK7695
 DK7695                          STATION RECOVERY (2023)
 DK7695
 DK7695'RECOVERY NOTE BY MN DEPT OF TRANSP 2023 (TJD)
 DK7695'1.35 MI (2.17 KM) EAST-NORTHEAST OF JENKINS, 0.5 MI (0.8 KM) EAST
 DK7695'ALONG VETERANS STREET FROM THE JUNCTION OF VETERANS STREET AND TRUNK
 DK7695'HIGHWAY 371 IN JENKINS TO TRUNK HIGHWAY 371 MILE POINT 55.15, THEN 1.1
 DK7695'MI (1.8 KM) NORTHEAST ON COUNTY ROAD 145, 51.7 FT (15.8 M)
 DK7695'NORTH-NORTHWEST OF COUNTY ROAD 145, 27.0 FT (8.2 M) EAST-NORTHEAST OF
 DK7695'WEST NELSON LAKE ROAD, 14.3 FT (4.4 M) NORTH-NORTHWEST OF A POWER
 DK7695'POLE, 1.0 FT (0.3 M) SOUTH OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DK7665 ***********************************************************************
 DK7665  DESIGNATION -  1810 B 2
 DK7665  PID         -  DK7665
 DK7665  STATE/COUNTY-  MN/CROW WING
 DK7665  COUNTRY     -  US
 DK7665  USGS QUAD   -  JENKINS (2019)
 DK7665
 DK7665                         *CURRENT SURVEY CONTROL
 DK7665  ______________________________________________________________________
 DK7665* NAD 83(1986) POSITION- 46 39 26.17   (N) 094 16 19.52   (W)   HD_HELD1
 DK7665* NAVD 88 ORTHO HEIGHT -   379.865 (meters)     1246.27  (feet) ADJUSTED
 DK7665  ______________________________________________________________________
 DK7665  GEOID HEIGHT    -        -27.855 (meters)                     GEOID18
 DK7665  DYNAMIC HEIGHT  -        379.881 (meters)     1246.33  (feet) COMP
 DK7665  MODELED GRAVITY -    980,646.4   (mgal)                       NAVD 88
 DK7665
 DK7665  VERT ORDER      -  SECOND    CLASS I
 DK7665
 DK7665.The horizontal coordinates were determined by differentially corrected
 DK7665.hand held GPS observations or other comparable positioning techniques
 DK7665.and have an estimated accuracy of +/- 3 meters.
 DK7665
 DK7665.The orthometric height was determined by differential leveling and
 DK7665.adjusted by the NATIONAL GEODETIC SURVEY
 DK7665.in March 2009.
 DK7665
 DK7665.No vertical observational check was made to the station.
 DK7665
 DK7665.Significant digits in the geoid height do not necessarily reflect accuracy.
 DK7665.GEOID18 height accuracy estimate available here.
 DK7665
 DK7665.Click photographs - Photos may exist for this station.
 DK7665
 DK7665.The dynamic height is computed by dividing the NAVD 88
 DK7665.geopotential number by the normal gravity value computed on the
 DK7665.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK7665.degrees latitude (g = 980.6199 gals.).
 DK7665
 DK7665.The modeled gravity was interpolated from observed gravity values.
 DK7665
 DK7665;                    North         East    Units  Estimated Accuracy
 DK7665;SPC MN C     -   284,201.5     798,309.4     MT  (+/- 3 meters HH1 GPS) 
 DK7665
 DK7665_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVM0267267864(NAD 83)
 DK7665
 DK7665                          SUPERSEDED SURVEY CONTROL
 DK7665
 DK7665.No superseded survey control is available for this station.
 DK7665
 DK7665_MARKER: DD = SURVEY DISK
 DK7665_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DK7665_STAMPING: 1810 B 2 2006
 DK7665_MARK LOGO: MNDT
 DK7665_PROJECTION: FLUSH
 DK7665_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DK7665_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DK7665_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DK7665+SATELLITE: SATELLITE OBSERVATIONS - August 16, 2023
 DK7665_ROD/PIPE-DEPTH: 13.7 meters
 DK7665
 DK7665  HISTORY     - Date     Condition        Report By
 DK7665  HISTORY     - 20061001 MONUMENTED       MNDT
 DK7665  HISTORY     - 20230816 GOOD             MNDT
 DK7665
 DK7665                          STATION DESCRIPTION
 DK7665
 DK7665'DESCRIBED BY MN DEPT OF TRANSP 2006
 DK7665'THE MARK IS 3.10 MI (5.0 KM) EAST NORTHEAST OF JENKINS FROM THE
 DK7665'JUNCTION OF TRUNK HIGHWAY 371 AND VETERANS STREET IN JENKINS TO TRUNK
 DK7665'HIGHWAY 371 MILE POINT 55.15, THENCE 0.50 MI (0.8 KM) EAST ON VETERANS
 DK7665'STREET, THENCE 2.9 MI (4.7 KM) EAST NORTHEAST ON COUNTY ROAD 145, 48.7
 DK7665'FT (14.8 M) NORTH OF COUNTY ROAD 145, 32.7 FT (10.0 M) WEST OF OLD
 DK7665'WHISKEY ROAD, 19.0 FT (5.8 M) NORTH NORTHWEST OF UNDERGROUND MARKER
 DK7665'BOX, 1.0 FT (0.3 M) SOUTH OF A WITNESS POST.
 DK7665
 DK7665                          STATION RECOVERY (2023)
 DK7665
 DK7665'RECOVERY NOTE BY MN DEPT OF TRANSP 2023 (TJD)
 DK7665'3.1 MI (5.0 KM) EAST-NORTHEAST OF JENKINS FROM THE JUNCTION OF TRUNK
 DK7665'HIGHWAY 371 AND VETERANS STREET IN JENKINS TO TRUNK HIGHWAY 371 MILE
 DK7665'POINT 55.15, THEN 0.5 MI (0.8 KM) EAST ON VETERANS STREET, THEN 2.9 MI
 DK7665'(4.7 KM) EAST-NORTHEAST ON COUNTY ROAD 145, 48.7 FT (14.8 M) NORTH OF
 DK7665'COUNTY ROAD 145, 32.7 FT (10.0 M) WEST OF OLD WHISKEY ROAD, 19.0 FT
 DK7665'(5.8 M) NORTH-NORTHWEST OF AN UNDERGROUND MARKER BOX, 1.0 FT (0.3 M)
 DK7665'SOUTH OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DO7836 ***********************************************************************
 DO7836  DESIGNATION -  1810 C
 DO7836  PID         -  DO7836
 DO7836  STATE/COUNTY-  MN/CROW WING
 DO7836  COUNTRY     -  US
 DO7836  USGS QUAD   -  GULL LAKE (2019)
 DO7836
 DO7836                         *CURRENT SURVEY CONTROL
 DO7836  ______________________________________________________________________
 DO7836* NAD 83(2011) POSITION- 46 28 36.31768(N) 094 17 48.92511(W)   ADJUSTED
 DO7836* NAD 83(2011) ELLIP HT-   338.231 (meters)        (04/28/15)   ADJUSTED
 DO7836* NAD 83(2011) EPOCH   -  2010.00
 DO7836* NAVD 88 ORTHO HEIGHT -   365.773 (meters)     1200.04  (feet) ADJUSTED
 DO7836  ______________________________________________________________________
 DO7836  GEOID HEIGHT    -        -27.538 (meters)                     GEOID18
 DO7836  NAD 83(2011) X  -   -329,691.757 (meters)                     COMP
 DO7836  NAD 83(2011) Y  - -4,387,911.011 (meters)                     COMP
 DO7836  NAD 83(2011) Z  -  4,602,146.598 (meters)                     COMP
 DO7836  LAPLACE CORR    -         -2.47  (seconds)                    DEFLEC18
 DO7836  DYNAMIC HEIGHT  -        365.786 (meters)     1200.08  (feet) COMP
 DO7836  MODELED GRAVITY -    980,639.2   (mgal)                       NAVD 88
 DO7836
 DO7836  VERT ORDER      -  SECOND    CLASS I
 DO7836
 DO7836  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DO7836  Standards:
 DO7836         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DO7836            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DO7836  -------------------------------------------------------------------
 DO7836  NETWORK    0.67   0.82           0.31   0.22   0.42     -0.01277891
 DO7836  -------------------------------------------------------------------
 DO7836  Click here for local accuracies and other accuracy information.
 DO7836
 DO7836.The horizontal coordinates were established by GPS observations
 DO7836.and adjusted by the MN DEPT OF TRANSP in April 2015.
 DO7836
 DO7836.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DO7836.been affixed to the stable North American tectonic plate. See 
 DO7836.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DO7836
 DO7836.The horizontal coordinates are valid at the epoch date displayed above
 DO7836.which is a decimal equivalence of Year/Month/Day.
 DO7836
 DO7836.The orthometric height was determined by differential leveling and
 DO7836.adjusted by the NATIONAL GEODETIC SURVEY
 DO7836.in February 2020.
 DO7836
 DO7836.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO7836.GEOID18 height accuracy estimate available here.
 DO7836
 DO7836.Click photographs - Photos may exist for this station.
 DO7836
 DO7836.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DO7836
 DO7836.The Laplace correction was computed from DEFLEC18 derived deflections.
 DO7836
 DO7836.The ellipsoidal height was determined by GPS observations
 DO7836.and is referenced to NAD 83.
 DO7836
 DO7836.The dynamic height is computed by dividing the NAVD 88
 DO7836.geopotential number by the normal gravity value computed on the
 DO7836.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO7836.degrees latitude (g = 980.6199 gals.).
 DO7836
 DO7836.The modeled gravity was interpolated from observed gravity values.
 DO7836
 DO7836. The following values were computed from the NAD 83(2011) position.
 DO7836
 DO7836;                    North         East     Units Scale Factor Converg.
 DO7836;SPC MN C     -   264,137.289   796,396.755   MT  0.99992508   -0 02 02.2
 DO7836;SPC MN C     -   866,590.42  2,612,845.02   sFT  0.99992508   -0 02 02.2
 DO7836;UTM  15      - 5,147,837.535   400,442.625   MT  0.99972183   -0 56 25.7
 DO7836
 DO7836!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DO7836!SPC MN C     -   0.99994698  x   0.99992508  =   0.99987207
 DO7836!UTM  15      -   0.99994698  x   0.99972183  =   0.99966883
 DO7836
 DO7836_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVM0044247837(NAD 83)
 DO7836
 DO7836                          SUPERSEDED SURVEY CONTROL
 DO7836
 DO7836  NAVD 88 (12/23/13)  365.775  (m)         1200.05   (f) SUPERSEDED  2 1
 DO7836
 DO7836.Superseded values are not recommended for survey control.
 DO7836
 DO7836.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DO7836.See file dsdata.pdf to determine how the superseded data were derived.
 DO7836
 DO7836_MARKER: I = METAL ROD
 DO7836_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DO7836_STAMPING: 1810 C 2011
 DO7836_MARK LOGO: MNDT
 DO7836_PROJECTION: RECESSED 8 CENTIMETERS
 DO7836_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DO7836_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DO7836_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DO7836+SATELLITE: SATELLITE OBSERVATIONS - August 16, 2023
 DO7836_ROD/PIPE-DEPTH: 22.3 meters
 DO7836
 DO7836  HISTORY     - Date     Condition        Report By
 DO7836  HISTORY     - 20111115 MONUMENTED       MNDT
 DO7836  HISTORY     - 20210113 GOOD             MNDT
 DO7836  HISTORY     - 20230816 GOOD             MNDT
 DO7836
 DO7836                          STATION DESCRIPTION
 DO7836
 DO7836'DESCRIBED BY MN DEPT OF TRANSP 2011
 DO7836'3.0 MILES SOUTH OF NISSWA, 3.15 MILES SOUTH ALONG TRUNK HIGHWAY 371
 DO7836'FROM JUNCTION OF TRUNK HIGHWAY 371 AND COUNTY ROAD 18 IN NISSWA, AT
 DO7836'TRUNK HIGHWAY 371 MILEPOINT 42.5, 24.3 FEET SOUTHWEST OF SOUTHBOUND
 DO7836'371, 14.1 FEET NORTHEAST OF GRAVEL ROAD, 1.5 FEET SOUTHEAST OF WITNESS
 DO7836'POST.
 DO7836
 DO7836                          STATION RECOVERY (2021)
 DO7836
 DO7836'RECOVERY NOTE BY MN DEPT OF TRANSP 2021 (MAS)
 DO7836'RECOVERED IN GOOD CONDITION.
 DO7836
 DO7836                          STATION RECOVERY (2023)
 DO7836
 DO7836'RECOVERY NOTE BY MN DEPT OF TRANSP 2023 (AJH)
 DO7836'3.0 MI (4.8 KM) SOUTH OF NISSWA, 3.15 MI (5.07 KM) SOUTH ALONG TRUNK
 DO7836'HIGHWAY 371 FROM THE JUNCTION OF TRUNK HIGHWAY 371 AND COUNTY ROAD 18
 DO7836'IN NISSWA, AT TRUNK HIGHWAY 371 MILE POINT 42.5, 24.3 FT (7.4 M)
 DO7836'SOUTHWEST OF SOUTHBOUND 371, 14.1 FT (4.3 M) NORTHEAST OF A GRAVEL
 DO7836'ROAD, 1.5 FT (0.5 M) SOUTHEAST OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 ON0285 ***********************************************************************
 ON0285  DESIGNATION -  182 BOLT
 ON0285  PID         -  ON0285
 ON0285  STATE/COUNTY-  MN/WINONA
 ON0285  COUNTRY     -  US
 ON0285  USGS QUAD   -  HOLMEN (2018)
 ON0285
 ON0285                         *CURRENT SURVEY CONTROL
 ON0285  ______________________________________________________________________
 ON0285* NAD 83(1986) POSITION- 43 55 02.     (N) 091 21 40.     (W)   SCALED
 ON0285* NAVD 88 ORTHO HEIGHT -   203.067 (meters)      666.23  (feet) ADJUSTED
 ON0285  ______________________________________________________________________
 ON0285  GEOID HEIGHT    -        -31.433 (meters)                     GEOID18
 ON0285  DYNAMIC HEIGHT  -        203.033 (meters)      666.12  (feet) COMP
 ON0285  MODELED GRAVITY -    980,447.0   (mgal)                       NAVD 88
 ON0285
 ON0285  VERT ORDER      -  FIRST     CLASS I
 ON0285
 ON0285.The horizontal coordinates were scaled from a map and have
 ON0285.an estimated accuracy of +/- 6 seconds.
 ON0285
 ON0285.The orthometric height was determined by differential leveling and
 ON0285.adjusted by the NATIONAL GEODETIC SURVEY
 ON0285.in June 1991.
 ON0285
 ON0285.Significant digits in the geoid height do not necessarily reflect accuracy.
 ON0285.GEOID18 height accuracy estimate available here.
 ON0285
 ON0285.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXJ315639(NAD 83)
 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
 ON0285.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ON0285.See file dsdata.pdf to determine how the superseded data were derived.
 ON0285
 ON0285_MARKER: B = BOLT
 ON0285_SETTING: 21 = SET IN CONCRETE IN A CLAY TILE PIPE
 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  HISTORY     - 20120709 GOOD             MNDT
 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.
 ON0285
 ON0285                          STATION RECOVERY (2012)
 ON0285
 ON0285'RECOVERY NOTE BY MN DEPT OF TRANSP 2012 (DAZ)
 ON0285'NO PHYSICAL RECOVERY WAS DONE. THE PURPOSE OF THIS RECOVERY IS TO
 ON0285'DISCUSS FINDINGS FROM RESEARCH OF HISTORICAL DATA.
 ON0285'THIS IS THE BOLT TO CAP 182 CAP (ON0284). THERE ARE VERTICAL
 ON0285'ELEVATIONS DUMPED TO PBM 182 (ON0285) THAT SHOULD BE DUMPED TO 182 CAP
 ON0285'(ON0284). CAUTION SHOULD BE USED WHEN LOOKING AT HISTORICAL AND
 ON0285'PRESENT VERTICAL ELEVATIONS FOR THIS CAP-AND-BOLT PAIR.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 SZ0024 ***********************************************************************
 SZ0024  DESIGNATION -  19
 SZ0024  PID         -  SZ0024
 SZ0024  STATE/COUNTY-  MN/COOK
 SZ0024  COUNTRY     -  US
 SZ0024  USGS QUAD   -  PIGEON POINT OE N (2019)
 SZ0024
 SZ0024                         *CURRENT SURVEY CONTROL
 SZ0024  ______________________________________________________________________
 SZ0024* NAD 83(1986) POSITION- 48 00 04.34   (N) 089 35 09.22   (W)   HD_HELD1
 SZ0024* NAVD 88 ORTHO HEIGHT -   190.786 (meters)      625.94  (feet) ADJUSTED
 SZ0024  ______________________________________________________________________
 SZ0024  GEOID HEIGHT    -        -34.254 (meters)                     GEOID18
 SZ0024  DYNAMIC HEIGHT  -        190.823 (meters)      626.06  (feet) COMP
 SZ0024  MODELED GRAVITY -    980,803.6   (mgal)                       NAVD 88
 SZ0024
 SZ0024  VERT ORDER      -  SECOND    CLASS I
 SZ0024
 SZ0024.The horizontal coordinates were determined by differentially corrected
 SZ0024.hand held GPS observations or other comparable positioning techniques
 SZ0024.and have an estimated accuracy of +/- 3 meters.
 SZ0024
 SZ0024.The orthometric height was determined by differential leveling and
 SZ0024.adjusted by the NATIONAL GEODETIC SURVEY
 SZ0024.in April 2021.
 SZ0024
 SZ0024.Significant digits in the geoid height do not necessarily reflect accuracy.
 SZ0024.GEOID18 height accuracy estimate available here.
 SZ0024
 SZ0024.Click photographs - Photos may exist for this station.
 SZ0024
 SZ0024.The dynamic height is computed by dividing the NAVD 88
 SZ0024.geopotential number by the normal gravity value computed on the
 SZ0024.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SZ0024.degrees latitude (g = 980.6199 gals.).
 SZ0024
 SZ0024.The modeled gravity was interpolated from observed gravity values.
 SZ0024
 SZ0024;                    North         East    Units  Estimated Accuracy
 SZ0024;SPC MN N     -   272,853.9   1,062,120.6     MT  (+/- 3 meters HH1 GPS) 
 SZ0024
 SZ0024_U.S. NATIONAL GRID SPATIAL ADDRESS: 16UCU0711519669(NAD 83)
 SZ0024
 SZ0024                          SUPERSEDED SURVEY CONTROL
 SZ0024
 SZ0024  NAVD 88 (06/15/91)  190.748  (m)          625.81   (f) SUPERSEDED  1 2
 SZ0024
 SZ0024.Superseded values are not recommended for survey control.
 SZ0024
 SZ0024.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SZ0024.See file dsdata.pdf to determine how the superseded data were derived.
 SZ0024
 SZ0024_MARKER: DB = BENCH MARK DISK
 SZ0024_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 SZ0024_SP_SET: BRIDGE CURB
 SZ0024_STAMPING: 19
 SZ0024_MARK LOGO: MNHD
 SZ0024_MAGNETIC: N = NO MAGNETIC MATERIAL
 SZ0024_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SZ0024_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 SZ0024+SATELLITE: SATELLITE OBSERVATIONS - September 11, 2018
 SZ0024
 SZ0024  HISTORY     - Date     Condition        Report By
 SZ0024  HISTORY     - 19640401 MONUMENTED       MNHD
 SZ0024  HISTORY     - 1979     GOOD             NGS
 SZ0024  HISTORY     - 19971008 GOOD             MNDT
 SZ0024  HISTORY     - 20090813 GOOD             GEOCAC
 SZ0024  HISTORY     - 20120725 GOOD             GEOCAC
 SZ0024  HISTORY     - 20180911 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.
 SZ0024
 SZ0024                          STATION RECOVERY (2009)
 SZ0024
 SZ0024'RECOVERY NOTE BY GEOCACHING 2009 (MEL)
 SZ0024'THERE APPEARS TO BE A TYPO IN THE MONUMENTED DATE.  THIS IS A MNDOT
 SZ0024'CAP WITH A PRECAST 19 THAT WAS MORE THAN LIKELY SET IN THIS BRIDGE
 SZ0024'ABOUT THE SAME TIME AS SZ0023 (1964).  THE BRIDGE LOOKS TO BE MUCH
 SZ0024'NEWER THAN 1900.
 SZ0024
 SZ0024                          STATION RECOVERY (2012)
 SZ0024
 SZ0024'RECOVERY NOTE BY GEOCACHING 2012 (LPC)
 SZ0024'RECOVERED IN GOOD CONDITION.
 SZ0024
 SZ0024                          STATION RECOVERY (2018)
 SZ0024
 SZ0024'RECOVERY NOTE BY MN DEPT OF TRANSP 2018 (BJK)
 SZ0024'THE MARK IS LOCATED ABOUT 5.4 MI (8.7 KM) NORTHEAST OF GRAND PORTAGE
 SZ0024'ALONG TRUNK HIGHWAY 61.
 SZ0024'
 SZ0024'TO REACH THE MARK AT THE SOUTHWEST END OF A TRUNK HIGHWAY 61
 SZ0024'INTERNATIONAL BRIDGE OVER THE PIGEON RIVER.
 SZ0024'
 SZ0024'THE MARK IS 0.5 FT (15 CM) NORTHEAST OF THE SOUTHWEST END OF A WEST
 SZ0024'BRIDGE CURB, 1.5 FT (0.5 M) SOUTHWEST OF BOUNDARY REFERENCE MONUMENT
 SZ0024'1357 IBC.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 RM0361 ***********************************************************************
 RM0361  DESIGNATION -  19
 RM0361  PID         -  RM0361
 RM0361  STATE/COUNTY-  MN/ST LOUIS
 RM0361  COUNTRY     -  US
 RM0361  USGS QUAD   -  FRENCH RIVER (2019)
 RM0361
 RM0361                         *CURRENT SURVEY CONTROL
 RM0361  ______________________________________________________________________
 RM0361* NAD 83(1986) POSITION- 46 53 58.93   (N) 091 53 33.12   (W)   HD_HELD1
 RM0361* NAVD 88 ORTHO HEIGHT -   190.484 (meters)      624.95  (feet) ADJUSTED
 RM0361  ______________________________________________________________________
 RM0361  GEOID HEIGHT    -        -28.490 (meters)                     GEOID18
 RM0361  DYNAMIC HEIGHT  -        190.512 (meters)      625.04  (feet) COMP
 RM0361  MODELED GRAVITY -    980,758.9   (mgal)                       NAVD 88
 RM0361
 RM0361  VERT ORDER      -  SECOND    CLASS I
 RM0361
 RM0361.The horizontal coordinates were determined by differentially corrected
 RM0361.hand held GPS observations or other comparable positioning techniques
 RM0361.and have an estimated accuracy of +/- 3 meters.
 RM0361
 RM0361.The orthometric height was determined by differential leveling and
 RM0361.adjusted by the NATIONAL GEODETIC SURVEY
 RM0361.in June 2011.
 RM0361
 RM0361.Significant digits in the geoid height do not necessarily reflect accuracy.
 RM0361.GEOID18 height accuracy estimate available here.
 RM0361
 RM0361.Click photographs - Photos may exist for this station.
 RM0361
 RM0361.The dynamic height is computed by dividing the NAVD 88
 RM0361.geopotential number by the normal gravity value computed on the
 RM0361.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RM0361.degrees latitude (g = 980.6199 gals.).
 RM0361
 RM0361.The modeled gravity was interpolated from observed gravity values.
 RM0361
 RM0361;                    North         East    Units  Estimated Accuracy
 RM0361;SPC MN N     -   145,156.0     892,006.3     MT  (+/- 3 meters HH1 GPS) 
 RM0361
 RM0361_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWM8435294613(NAD 83)
 RM0361
 RM0361                          SUPERSEDED SURVEY CONTROL
 RM0361
 RM0361  NAVD 88 (06/15/91)  190.487  (m)          624.96   (f) SUPERSEDED  1 2
 RM0361
 RM0361.Superseded values are not recommended for survey control.
 RM0361
 RM0361.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RM0361.See file dsdata.pdf to determine how the superseded data were derived.
 RM0361
 RM0361_MARKER: DB = BENCH MARK DISK
 RM0361_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 RM0361_SP_SET: BRIDGE ABUTMENT
 RM0361_STAMPING: 1929 ADJ NO 19
 RM0361_MARK LOGO: MNHD
 RM0361_MAGNETIC: N = NO MAGNETIC MATERIAL
 RM0361_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RM0361_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 RM0361+SATELLITE: SATELLITE OBSERVATIONS - June 04, 2018
 RM0361
 RM0361  HISTORY     - Date     Condition        Report By
 RM0361  HISTORY     - UNK      MONUMENTED       NONE
 RM0361  HISTORY     - 1979     GOOD             NGS
 RM0361  HISTORY     - 19961006 GOOD             USPSQD
 RM0361  HISTORY     - 20050716 GOOD             NGS
 RM0361  HISTORY     - 20090408 GOOD             MNDT
 RM0361  HISTORY     - 20180604 GOOD             MNDT
 RM0361
 RM0361                          STATION DESCRIPTION
 RM0361
 RM0361'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 RM0361'IN FRENCH RIVER.
 RM0361'IN FRENCH RIVER, AT THE SCENIC DRIVE BRIDGE OVER FRENCH RIVER, IN
 RM0361'THE SOUTHEAST WINGWALL OF THE NORTHEAST ABUTMENT OF THE BRIDGE,
 RM0361'20.0 FT. SOUTHEAST OF THE CENTERLINE OF THE DRIVE.
 RM0361'THE MARK IS 1 FT ABOVE THE DRIVE.
 RM0361
 RM0361                          STATION RECOVERY (1996)
 RM0361
 RM0361'RECOVERY NOTE BY US POWER SQUADRON 1996
 RM0361'RECOVERED IN GOOD CONDITION.
 RM0361
 RM0361                          STATION RECOVERY (2005)
 RM0361
 RM0361'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2005 (DW)
 RM0361'SCENIC ROAD IS COUNTY ROUTE 61 AND FORMER US 61.
 RM0361
 RM0361                          STATION RECOVERY (2009)
 RM0361
 RM0361'RECOVERY NOTE BY MN DEPT OF TRANSP 2009 (KMS)
 RM0361'THE MARK IS IN SOUTHEAST WINGWALL OF NORTHEAST ABUTMENT OF COUNTY ROAD
 RM0361'61 (LAKE SUPERIOR SCENIC DRIVE) BRIDGE 3601 OVER FRENCH RIVER, 20 FEET
 RM0361'SOUTHEAST OF COUNTY ROAD 61.
 RM0361
 RM0361                          STATION RECOVERY (2018)
 RM0361
 RM0361'RECOVERY NOTE BY MN DEPT OF TRANSP 2018 (MAS)
 RM0361'14.0 MI (22.5 KM) NORTHEAST OF DULUTH, IN THE SOUTHEAST WING WALL OF
 RM0361'THE NORTHEAST ABUTMENT OF A COUNTY ROAD 61 (LAKE SUPERIOR SCENIC
 RM0361'DRIVE) BRIDGE NUMBER 3601 OVER THE FRENCH RIVER, 10.2 MI (16.4 KM)
 RM0361'NORTHEAST ALONG TRUNK HIGHWAY 61 FROM THE JUNCTION OF TRUNK HIGHWAY 61
 RM0361'AND INTERSTATE HIGHWAY 35 IN DULUTH TO TRUNK HIGHWAY 61 MILE POINT
 RM0361'11.7, THEN 0.3 MI (0.5 KM) SOUTHEAST OF CORD 50, THEN 0.1 MI (0.2 KM)
 RM0361'NORTHEAST ON COUNTY ROAD 61, 20.0 FT (6.1 M) SOUTHEAST OF COUNTY ROAD
 RM0361'61.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 RN0718 ***********************************************************************
 RN0718  DESIGNATION -  19
 RN0718  PID         -  RN0718
 RN0718  STATE/COUNTY-  MN/ST LOUIS
 RN0718  COUNTRY     -  US
 RN0718  USGS QUAD   -  FLOODWOOD (2019)
 RN0718
 RN0718                         *CURRENT SURVEY CONTROL
 RN0718  ______________________________________________________________________
 RN0718* NAD 83(1986) POSITION- 46 57 57.60   (N) 092 54 19.56   (W)   HD_HELD1
 RN0718* NAVD 88 ORTHO HEIGHT -   378.028 (meters)     1240.25  (feet) ADJUSTED
 RN0718  ______________________________________________________________________
 RN0718  GEOID HEIGHT    -        -29.179 (meters)                     GEOID18
 RN0718  DYNAMIC HEIGHT  -        378.054 (meters)     1240.33  (feet) COMP
 RN0718  MODELED GRAVITY -    980,669.4   (mgal)                       NAVD 88
 RN0718
 RN0718  VERT ORDER      -  SECOND    CLASS I
 RN0718
 RN0718.The horizontal coordinates were determined by differentially corrected
 RN0718.hand held GPS observations or other comparable positioning techniques
 RN0718.and have an estimated accuracy of +/- 3 meters.
 RN0718
 RN0718.The orthometric height was determined by differential leveling and
 RN0718.adjusted by the NATIONAL GEODETIC SURVEY
 RN0718.in April 2021.
 RN0718
 RN0718.Significant digits in the geoid height do not necessarily reflect accuracy.
 RN0718.GEOID18 height accuracy estimate available here.
 RN0718
 RN0718.Click photographs - Photos may exist for this station.
 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     -   151,826.4     814,807.6     MT  (+/- 3 meters HH1 GPS) 
 RN0718
 RN0718_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWN0719401390(NAD 83)
 RN0718
 RN0718                          SUPERSEDED SURVEY CONTROL
 RN0718
 RN0718  NAVD 88 (06/15/91)  377.999  (m)         1240.15   (f) SUPERSEDED  2 0
 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
 RN0718.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RN0718.See file dsdata.pdf to determine how the superseded data were derived.
 RN0718
 RN0718_MARKER: DB = BENCH MARK DISK
 RN0718_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 RN0718_SP_SET: CULVERT
 RN0718_MARK LOGO: MNHD
 RN0718_MAGNETIC: N = NO MAGNETIC MATERIAL
 RN0718_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RN0718+STABILITY: SURFACE MOTION
 RN0718_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 RN0718+SATELLITE: SATELLITE OBSERVATIONS - July 20, 2017
 RN0718
 RN0718  HISTORY     - Date     Condition        Report By
 RN0718  HISTORY     - 19480401 MONUMENTED       MNHD
 RN0718  HISTORY     - 1948     GOOD             CGS
 RN0718  HISTORY     - 19990817 GOOD             MNDT
 RN0718  HISTORY     - 20170720 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.
 RN0718
 RN0718                          STATION RECOVERY (2017)
 RN0718
 RN0718'RECOVERY NOTE BY MN DEPT OF TRANSP 2017 (KDJ)
 RN0718'THE STATION IS LOCATED ABOUT 7.6 MI (12.2 KM) NORTH-NORTHWEST OF
 RN0718'GOWAN, 5.3 MI (8.5 KM) EAST-SOUTHEAST OF ISLAND AND 2.6 MI (4.2 KM)
 RN0718'NORTH-NORTHEAST OF FLOODWOOD.
 RN0718'
 RN0718'THE MARK IS LOCATED ABOUT IN THE SOUTHEAST END OF NORTHEAST HEADWALL
 RN0718'OF TRUNK HIGHWAY 73 BOX CULVERT, 2.7 MI (4.3 KM) NORTH ON TRUNK
 RN0718'HIGHWAY 73 FROM FLOODWOOD HIGH SCHOOL, AT TRUNK HIGHWAY 73 MILE POINT
 RN0718'46.25, 0.35 MI (0.56 KM) NORTHWEST OF ROAD EAST.
 RN0718'
 RN0718'THE MARK IS 43.0 FT (13.1 M) NORTHEAST OF TRUNK HIGHWAY 73.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 SH0560 ***********************************************************************
 SH0560  DESIGNATION -  19
 SH0560  PID         -  SH0560
 SH0560  STATE/COUNTY-  MN/ST LOUIS
 SH0560  COUNTRY     -  US
 SH0560  USGS QUAD   -  BRIMSON (2019)
 SH0560
 SH0560                         *CURRENT SURVEY CONTROL
 SH0560  ______________________________________________________________________
 SH0560* NAD 83(1986) POSITION- 47 15 36.     (N) 091 50 47.     (W)   SCALED
 SH0560* NAVD 88 ORTHO HEIGHT -   457.445 (meters)     1500.80  (feet) ADJUSTED
 SH0560  ______________________________________________________________________
 SH0560  GEOID HEIGHT    -        -28.473 (meters)                     GEOID18
 SH0560  DYNAMIC HEIGHT  -        457.509 (meters)     1501.01  (feet) COMP
 SH0560  MODELED GRAVITY -    980,737.5   (mgal)                       NAVD 88
 SH0560
 SH0560  VERT ORDER      -  FIRST     CLASS II
 SH0560
 SH0560.The horizontal coordinates were scaled from a map and have
 SH0560.an estimated accuracy of +/- 6 seconds.
 SH0560
 SH0560.The orthometric height was determined by differential leveling and
 SH0560.adjusted by the NATIONAL GEODETIC SURVEY
 SH0560.in June 1991.
 SH0560
 SH0560.Significant digits in the geoid height do not necessarily reflect accuracy.
 SH0560.GEOID18 height accuracy estimate available here.
 SH0560
 SH0560.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWN872347(NAD 83)
 SH0560
 SH0560                          SUPERSEDED SURVEY CONTROL
 SH0560
 SH0560.No superseded survey control is available for this station.
 SH0560
 SH0560_MARKER: DB = BENCH MARK DISK
 SH0560_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 SH0560_SP_SET: BRIDGE ABUTMENT
 SH0560_STAMPING: NO. 19 1929 ADJ.
 SH0560_MARK LOGO: MNHD
 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 = MARCH 21, 2026 06:05:54 EDT
 DF5919 ***********************************************************************
 DF5919  DESIGNATION -  19
 DF5919  PID         -  DF5919
 DF5919  STATE/COUNTY-  MN/PINE
 DF5919  COUNTRY     -  US
 DF5919  USGS QUAD   -  CEDAR LAKE (2019)
 DF5919
 DF5919                         *CURRENT SURVEY CONTROL
 DF5919  ______________________________________________________________________
 DF5919* NAD 83(2011) POSITION- 45 56 48.00670(N) 092 51 54.01942(W)   ADJUSTED
 DF5919* NAD 83(2011) ELLIP HT-   270.308 (meters)        (06/27/12)   ADJUSTED
 DF5919* NAD 83(2011) EPOCH   -  2010.00
 DF5919* NAVD 88 ORTHO HEIGHT -   297.6   (meters)      976.    (feet) GPS OBS
 DF5919  ______________________________________________________________________
 DF5919  NAVD 88 orthometric height was determined with geoid model    GEOID03
 DF5919  GEOID HEIGHT    -        -27.202 (meters)                     GEOID03
 DF5919  GEOID HEIGHT    -        -27.263 (meters)                     GEOID18
 DF5919  NAD 83(2011) X  -   -222,062.728 (meters)                     COMP
 DF5919  NAD 83(2011) Y  - -4,437,217.125 (meters)                     COMP
 DF5919  NAD 83(2011) Z  -  4,561,322.005 (meters)                     COMP
 DF5919  LAPLACE CORR    -          9.26  (seconds)                    DEFLEC18
 DF5919
 DF5919  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DF5919  Standards:
 DF5919         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DF5919            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DF5919  -------------------------------------------------------------------
 DF5919  NETWORK    0.59   0.51           0.26   0.22   0.26     -0.00062593
 DF5919  -------------------------------------------------------------------
 DF5919  Click here for local accuracies and other accuracy information.
 DF5919
 DF5919.The horizontal coordinates were established by GPS observations
 DF5919.and adjusted by the National Geodetic Survey in June 2012.
 DF5919
 DF5919.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DF5919.been affixed to the stable North American tectonic plate. See 
 DF5919.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DF5919
 DF5919.The horizontal coordinates are valid at the epoch date displayed above
 DF5919.which is a decimal equivalence of Year/Month/Day.
 DF5919
 DF5919.The orthometric height was determined by GPS observations and a
 DF5919.high-resolution geoid model.
 DF5919
 DF5919.Significant digits in the geoid height do not necessarily reflect accuracy.
 DF5919.GEOID18 height accuracy estimate available here.
 DF5919
 DF5919.Click photographs - Photos may exist for this station.
 DF5919
 DF5919.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DF5919
 DF5919.The Laplace correction was computed from DEFLEC18 derived deflections.
 DF5919
 DF5919.The ellipsoidal height was determined by GPS observations
 DF5919.and is referenced to NAD 83.
 DF5919
 DF5919. The following values were computed from the NAD 83(2011) position.
 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;SPC MN C     -   676,367.81  2,976,955.61   sFT  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     -   0.99995763  x   0.99994485  =   0.99990248
 DF5919!UTM  15      -   0.99995763  x   0.99960135  =   0.99955899
 DF5919
 DF5919_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWL1046288130(NAD 83)
 DF5919
 DF5919                          SUPERSEDED SURVEY CONTROL
 DF5919
 DF5919  NAD 83(2007)-  45 56 48.00677(N)    092 51 54.01996(W) AD(2002.00) 0
 DF5919  ELLIP H (02/10/07)  270.338  (m)                       GP(2002.00)    
 DF5919  NAD 83(1996)-  45 56 48.00669(N)    092 51 54.01940(W) AD(       ) 1
 DF5919  ELLIP H (05/27/03)  270.388  (m)                       GP(       ) 3 1
 DF5919  NAVD 88 (05/27/03)  297.6    (m)  GEOID99  model used  GPS OBS        
 DF5919
 DF5919.Superseded values are not recommended for survey control.
 DF5919
 DF5919.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF5919.See file dsdata.pdf to determine how the superseded data were derived.
 DF5919
 DF5919_MARKER: DD = SURVEY DISK
 DF5919_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF5919_STAMPING: NO 19
 DF5919_MARK LOGO: MN-115
 DF5919_PROJECTION: FLUSH
 DF5919_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DF5919_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DF5919+STABILITY: SURFACE MOTION
 DF5919_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF5919+SATELLITE: SATELLITE OBSERVATIONS - November 20, 2019
 DF5919
 DF5919  HISTORY     - Date     Condition        Report By
 DF5919  HISTORY     - 1999     MONUMENTED       MN-115
 DF5919  HISTORY     - 20081113 GOOD             MNDT
 DF5919  HISTORY     - 20120724 GOOD             MNDT
 DF5919  HISTORY     - 20191120 GOOD             MNDT
 DF5919
 DF5919                          STATION DESCRIPTION
 DF5919
 DF5919'DESCRIBED BY PINE COUNTY MINNESOTA 1999 (MBR)
 DF5919'8 MI (12.9 KM) NE OF BEROUN, 3 MI (4.8 KM) EAST ALONG CO RD 14 FROM
 DF5919'JCT OF CO RD 61 THEN 3 MI (4.8 KM) NORTH ALONG CO RD 15 THEN 1.65 MI
 DF5919'(2.66 KM) EAST ALONG TWP RD, 32 FT (9.8 M) SOUTH OF TWP RD, 43 FT
 DF5919'(13.1 M) WEST OF P-POLE, 4 FT (1.2 M) NORTH OF FENCE, 2 FT (0.6 M)
 DF5919'NORTH OF WIT POST.
 DF5919
 DF5919                          STATION RECOVERY (2008)
 DF5919
 DF5919'RECOVERY NOTE BY MN DEPT OF TRANSP 2008 (MPP)
 DF5919'THE MARK WAS RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.
 DF5919'THE MARK IS 8.0 MILES NORTHEAST OF BEROUN, 3.0 MILES EAST ALONG COUNTY
 DF5919'ROAD 14 FROM JUNCTION OF COUNTY ROAD 14 AND COUNTY ROAD 61 AT BEROUN,
 DF5919'THEN 3.0 MILE NORTH ALONG COUNTY ROAD 15, THEN 1.65 MILES EAST ALONG
 DF5919'MALLARD ROAD, 32.0 FEET SOUTH OF MALLARD ROAD, 43.0 FEET WEST OF POWER
 DF5919'POLE, 4.0 FEET NORTH OF FENCE, 2.0 FEET NORTH OF WITNESS POST.
 DF5919
 DF5919                          STATION RECOVERY (2012)
 DF5919
 DF5919'RECOVERY NOTE BY MN DEPT OF TRANSP 2012 (BXS)
 DF5919'RECOVERED AS DESCRIBED.
 DF5919
 DF5919                          STATION RECOVERY (2019)
 DF5919
 DF5919'RECOVERY NOTE BY MN DEPT OF TRANSP 2019 (MPP)
 DF5919'8.0 MI (12.9 KM) NORTHEAST OF BEROUN, 3.0 MI (4.8 KM) EAST ALONG
 DF5919'COUNTY ROAD 14 FROM THE JUNCTION OF COUNTY ROAD 14 AND COUNTY ROAD 61
 DF5919'AT BEROUN, THEN 3.0 MI (4.8 KM) NORTH ALONG COUNTY ROAD 15, THEN 1.65
 DF5919'MI (2.65 KM) EAST ALONG MALLARD ROAD, 32.0 FT (9.8 M) SOUTH OF MALLARD
 DF5919'ROAD, 43.0 FT (13.1 M) WEST OF A POWER POLE, 2.0 FT (0.6 M) NORTH OF A
 DF5919'WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DF8708 ***********************************************************************
 DF8708  HT_MOD      -  This is a Height Modernization Survey Station.
 DF8708  DESIGNATION -  19
 DF8708  PID         -  DF8708
 DF8708  STATE/COUNTY-  MN/KANABEC
 DF8708  COUNTRY     -  US
 DF8708  USGS QUAD   -  MORA NORTH (2019)
 DF8708
 DF8708                         *CURRENT SURVEY CONTROL
 DF8708  ______________________________________________________________________
 DF8708* NAD 83(2011) POSITION- 45 53 21.69390(N) 093 21 47.73042(W)   ADJUSTED
 DF8708* NAD 83(2011) ELLIP HT-   292.670 (meters)        (06/27/12)   ADJUSTED
 DF8708* NAD 83(2011) EPOCH   -  2010.00
 DF8708* NAVD 88 ORTHO HEIGHT -   320.38  (meters)     1051.1   (feet) GPS OBS
 DF8708  ______________________________________________________________________
 DF8708  NAVD 88 orthometric height was determined with geoid model    GEOID09
 DF8708  GEOID HEIGHT    -        -27.672 (meters)                     GEOID09
 DF8708  GEOID HEIGHT    -        -27.700 (meters)                     GEOID18
 DF8708  NAD 83(2011) X  -   -260,909.947 (meters)                     COMP
 DF8708  NAD 83(2011) Y  - -4,439,701.911 (meters)                     COMP
 DF8708  NAD 83(2011) Z  -  4,556,906.422 (meters)                     COMP
 DF8708  LAPLACE CORR    -         -3.66  (seconds)                    DEFLEC18
 DF8708
 DF8708  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DF8708  Standards:
 DF8708         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DF8708            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DF8708  -------------------------------------------------------------------
 DF8708  NETWORK    0.28   0.45           0.13   0.09   0.23      0.02349877
 DF8708  -------------------------------------------------------------------
 DF8708  Click here for local accuracies and other accuracy information.
 DF8708
 DF8708.The horizontal coordinates were established by GPS observations
 DF8708.and adjusted by the National Geodetic Survey in June 2012.
 DF8708
 DF8708.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DF8708.been affixed to the stable North American tectonic plate. See 
 DF8708.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DF8708
 DF8708.The horizontal coordinates are valid at the epoch date displayed above
 DF8708.which is a decimal equivalence of Year/Month/Day.
 DF8708
 DF8708.The orthometric height was determined by GPS observations and a
 DF8708.high-resolution geoid model using precise GPS observation and
 DF8708.processing techniques.
 DF8708
 DF8708.Significant digits in the geoid height do not necessarily reflect accuracy.
 DF8708.GEOID18 height accuracy estimate available here.
 DF8708
 DF8708.Click photographs - Photos may exist for this station.
 DF8708
 DF8708.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DF8708
 DF8708.The Laplace correction was computed from DEFLEC18 derived deflections.
 DF8708
 DF8708.The ellipsoidal height was determined by GPS observations
 DF8708.and is referenced to NAD 83.
 DF8708
 DF8708. The following values were computed from the NAD 83(2011) position.
 DF8708
 DF8708;                    North         East     Units Scale Factor Converg.
 DF8708;SPC MN C     -   199,234.170   868,821.972   MT  0.99995208   +0 38 29.2
 DF8708;SPC MN C     -   653,654.11  2,850,460.09   sFT  0.99995208   +0 38 29.2
 DF8708;UTM  15      - 5,081,818.833   471,816.052   MT  0.99960977   -0 15 39.0
 DF8708
 DF8708!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF8708!SPC MN C     -   0.99995412  x   0.99995208  =   0.99990620
 DF8708!UTM  15      -   0.99995412  x   0.99960977  =   0.99956391
 DF8708
 DF8708_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL7181681818(NAD 83)
 DF8708
 DF8708                          SUPERSEDED SURVEY CONTROL
 DF8708
 DF8708  NAD 83(2007)-  45 53 21.69401(N)    093 21 47.73127(W) AD(2002.00) 0
 DF8708  ELLIP H (02/10/07)  292.703  (m)                       GP(2002.00)    
 DF8708  NAD 83(1996)-  45 53 21.69404(N)    093 21 47.73111(W) AD(       ) 1
 DF8708  ELLIP H (10/22/03)  292.745  (m)                       GP(       ) 3 2
 DF8708  NAVD 88 (10/22/03)  320.4    (m)  GEOID99  model used  GPS OBS        
 DF8708
 DF8708.Superseded values are not recommended for survey control.
 DF8708
 DF8708.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF8708.See file dsdata.pdf to determine how the superseded data were derived.
 DF8708
 DF8708_MARKER: DD = SURVEY DISK
 DF8708_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF8708_STAMPING: 19
 DF8708_MARK LOGO: MN-065
 DF8708_PROJECTION: FLUSH
 DF8708_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DF8708_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DF8708+STABILITY: SURFACE MOTION
 DF8708_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF8708+SATELLITE: SATELLITE OBSERVATIONS - May 13, 2020
 DF8708
 DF8708  HISTORY     - Date     Condition        Report By
 DF8708  HISTORY     - 20011102 MONUMENTED       MN-065
 DF8708  HISTORY     - 20100422 GOOD             MNDT
 DF8708  HISTORY     - 20170607 GOOD             MNDT
 DF8708  HISTORY     - 20200513 GOOD             MNDT
 DF8708
 DF8708                          STATION DESCRIPTION
 DF8708
 DF8708'DESCRIBED BY KANABEC COUNTY MINNESOTA 2001 (MPP)
 DF8708'4 MI (6.4 KM) WEST OF MORA, TO REACH FROM JCT OF TH 23 AND TH 65, GO
 DF8708'NORTH 0.2 MI (0.3 KM) ON TH 65, THEN 0.4 MI (0.6 KM) WEST ON E MAPLE
 DF8708'AVE, THEN 3.6 MI (5.8 KM) WEST ON CO RD 6 (210TH AVE) , 54 FT (16.5 M)
 DF8708'SOUTH OF 210TH AVE, 8 FT (2.4 M) EAST OF ENTRANCE, 6 FT (1.8 M) NORTH
 DF8708'OF FENCELINE, 0.2 MI (0.3 KM) WEST OF HICKORY ST, 2 FT (0.6 M) SOUTH
 DF8708'OF WITNESS POST, FLUSH.
 DF8708
 DF8708                          STATION RECOVERY (2010)
 DF8708
 DF8708'RECOVERY NOTE BY MN DEPT OF TRANSP 2010 (MAS)
 DF8708'THE MARK WAS RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.
 DF8708'THE MARK IS 4.0 MILES WEST OF MORA, 0.4 MILE WEST ALONG EAST MAPLE
 DF8708'AVENUE FROM JUNCTION OF EAST MAPLE AVENUE AND TRUNK HIGHWAY 65 (0.2
 DF8708'MILE NORTH OF JUNCTION OF TRUNK HIGHWAY 23 AND TRUNK HIGHWAY 65 IN
 DF8708'MORA), TO TRUNK HIGHWAY 65 MILEPOINT 65.1, THEN 3.6 MILES WEST ON
 DF8708'COUNTY ROAD 6 (210TH AVENUE), 0.2 MILE WEST OF HICKORY STREET ON 210TH
 DF8708'AVENUE, 54.0 FEET SOUTH OF CENTERLINE OF 210TH AVENUE AND 8.0 FEET
 DF8708'EAST OF THE CENTERLINE OF FIELD ENTRANCE, 6.0 FEET NORTH OF FENCE
 DF8708'LINE, 6.5 FEET NORTHWEST OF WITNESS POST.
 DF8708
 DF8708                          STATION RECOVERY (2017)
 DF8708
 DF8708'RECOVERY NOTE BY MN DEPT OF TRANSP 2017 (MAS)
 DF8708'0.2 MI (0.3 KM) NORTH ALONG TRUNK HIGHWAY 65 FROM THE JUNCTION OF
 DF8708'TRUNK HIGHWAY 65 AND TRUNK HIGHWAY 23 IN MORA TO TRUNK HIGHWAY MILE
 DF8708'POINT 65.1, THEN 0.4 MI (0.6 KM) WEST ON EAST MAPLE AVENUE, THEN 3.5
 DF8708'MI (5.6 KM) WEST ON COUNTY ROAD 6 (210TH AVENUE), 4.0 MI (6.4 KM) WEST
 DF8708'OF MORA, 54.0 FT (16.5 M) SOUTH OF COUNTY ROAD 6 (210TH AVENUE), 8.0
 DF8708'FT (2.4 M) EAST OF A FIELD ENTRANCE, 6.0 FT (1.8 M) NORTH OF A FENCE
 DF8708'LINE, 6.5 FT (2.0 M) NORTHWEST OF A WITNESS POST.
 DF8708
 DF8708                          STATION RECOVERY (2020)
 DF8708
 DF8708'RECOVERY NOTE BY MN DEPT OF TRANSP 2020 (TJD)
 DF8708'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DE7859 ***********************************************************************
 DE7859  DESIGNATION -  19 A
 DE7859  PID         -  DE7859
 DE7859  STATE/COUNTY-  MN/ROSEAU
 DE7859  COUNTRY     -  US
 DE7859  USGS QUAD   -  WANNASKA SW (2019)
 DE7859
 DE7859                         *CURRENT SURVEY CONTROL
 DE7859  ______________________________________________________________________
 DE7859* NAD 83(1986) POSITION- 48 35 51.97   (N) 095 44 01.44   (W)   HD_HELD1
 DE7859* NAVD 88 ORTHO HEIGHT -   347.043 (meters)     1138.59  (feet) ADJUSTED
 DE7859  ______________________________________________________________________
 DE7859  GEOID HEIGHT    -        -27.686 (meters)                     GEOID18
 DE7859  DYNAMIC HEIGHT  -        347.128 (meters)     1138.87  (feet) COMP
 DE7859  MODELED GRAVITY -    980,843.5   (mgal)                       NAVD 88
 DE7859
 DE7859  VERT ORDER      -  SECOND    CLASS I
 DE7859
 DE7859.The horizontal coordinates were determined by differentially corrected
 DE7859.hand held GPS observations or other comparable positioning techniques
 DE7859.and have an estimated accuracy of +/- 3 meters.
 DE7859
 DE7859.The orthometric height was determined by differential leveling and
 DE7859.adjusted by the NATIONAL GEODETIC SURVEY
 DE7859.in April 2004.
 DE7859
 DE7859.Significant digits in the geoid height do not necessarily reflect accuracy.
 DE7859.GEOID18 height accuracy estimate available here.
 DE7859
 DE7859.Click photographs - Photos may exist for this station.
 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     -   336,535.5     605,777.2     MT  (+/- 3 meters HH1 GPS) 
 DE7859
 DE7859_U.S. NATIONAL GRID SPATIAL ADDRESS: 15UTP9845286351(NAD 83)
 DE7859
 DE7859                          SUPERSEDED SURVEY CONTROL
 DE7859
 DE7859.No superseded survey control is available for this station.
 DE7859
 DE7859_MARKER: DB = BENCH MARK DISK
 DE7859_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DE7859_SP_SET: BRIDGE WING WALL
 DE7859_STAMPING: 19 A
 DE7859_MARK LOGO: MNHD
 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 - September 05, 2012
 DE7859
 DE7859  HISTORY     - Date     Condition        Report By
 DE7859  HISTORY     - 1966     MONUMENTED       MNDT
 DE7859  HISTORY     - 19980328 GOOD             MNDT
 DE7859  HISTORY     - 20120905 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.
 DE7859
 DE7859                          STATION RECOVERY (2012)
 DE7859
 DE7859'RECOVERY NOTE BY MN DEPT OF TRANSP 2012 (KMS)
 DE7859'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 RN0144 ***********************************************************************
 RN0144  DESIGNATION -  19 A RESET
 RN0144  PID         -  RN0144
 RN0144  STATE/COUNTY-  MN/ST LOUIS
 RN0144  COUNTRY     -  US
 RN0144  USGS QUAD   -  FREDENBERG (2019)
 RN0144
 RN0144                         *CURRENT SURVEY CONTROL
 RN0144  ______________________________________________________________________
 RN0144* NAD 83(1986) POSITION- 46 55 16.5    (N) 092 09 13.1    (W)   HD_HELD2
 RN0144* NAVD 88 ORTHO HEIGHT -   416.896 (meters)     1367.77  (feet) ADJUSTED
 RN0144  ______________________________________________________________________
 RN0144  GEOID HEIGHT    -        -28.400 (meters)                     GEOID18
 RN0144  DYNAMIC HEIGHT  -        416.940 (meters)     1367.91  (feet) COMP
 RN0144  MODELED GRAVITY -    980,706.7   (mgal)                       NAVD 88
 RN0144
 RN0144  VERT ORDER      -  SECOND    CLASS I
 RN0144
 RN0144.The horizontal coordinates were established by autonomous hand held GPS
 RN0144.observations and have an estimated accuracy of +/- 10 meters.
 RN0144
 RN0144.The orthometric height was determined by differential leveling and
 RN0144.adjusted by the NATIONAL GEODETIC SURVEY
 RN0144.in January 2012.
 RN0144
 RN0144.No vertical observational check was made to the station.
 RN0144
 RN0144.Significant digits in the geoid height do not necessarily reflect accuracy.
 RN0144.GEOID18 height accuracy estimate available here.
 RN0144
 RN0144.Click photographs - Photos may exist for this station.
 RN0144
 RN0144.The dynamic height is computed by dividing the NAVD 88
 RN0144.geopotential number by the normal gravity value computed on the
 RN0144.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RN0144.degrees latitude (g = 980.6199 gals.).
 RN0144
 RN0144.The modeled gravity was interpolated from observed gravity values.
 RN0144
 RN0144;                    North         East    Units  Estimated Accuracy
 RN0144;SPC MN N     -   147,274.      872,082.      MT  (+/- 10 meters HH2 GPS)
 RN0144
 RN0144_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWM6443996760(NAD 83)
 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
 RN0144.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RN0144.See file dsdata.pdf to determine how the superseded data were derived.
 RN0144
 RN0144_MARKER: DB = BENCH MARK DISK
 RN0144_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 RN0144_SP_SET: BOX CULVERT HEADWALL
 RN0144_STAMPING: 19 A RESET 1969
 RN0144_MARK LOGO: MNHD
 RN0144_MAGNETIC: N = NO MAGNETIC MATERIAL
 RN0144_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RN0144+STABILITY: SURFACE MOTION
 RN0144_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 RN0144+SATELLITE: SATELLITE OBSERVATIONS - August 14, 2007
 RN0144
 RN0144  HISTORY     - Date     Condition        Report By
 RN0144  HISTORY     - 1969     MONUMENTED       MNHD
 RN0144  HISTORY     - 20011019 GOOD             USPSQD
 RN0144  HISTORY     - 20030320 GOOD             GEOCAC
 RN0144  HISTORY     - 20070814 GOOD             MNDT
 RN0144
 RN0144                          STATION DESCRIPTION
 RN0144
 RN0144'DESCRIBED BY MN HIGHWAY DEPT 1969
 RN0144'6.8 MI SE FROM FREDENBERG.  ABOUT 4.2 MILES EAST ALONG STATE HIGHWAY
 RN0144'43 FROM FREDENBERG, THENCE 2.6 MILES SOUTH ALONG C-SAH NO. 4, SET IN
 RN0144'THE TOP OF THE SOUTH END OF THE EAST HEADWALL OF A BOX CULVERT.
 RN0144
 RN0144                          STATION RECOVERY (2001)
 RN0144
 RN0144'RECOVERY NOTE BY US POWER SQUADRON 2001 (CNG)
 RN0144'RECOVERED IN GOOD CONDITION.
 RN0144
 RN0144                          STATION RECOVERY (2003)
 RN0144
 RN0144'RECOVERY NOTE BY GEOCACHING 2003 (MLW)
 RN0144'RECOVERED IN GOOD CONDITION.
 RN0144
 RN0144                          STATION RECOVERY (2007)
 RN0144
 RN0144'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (KMS)
 RN0144'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 QO0659 ***********************************************************************
 QO0659  DESIGNATION -  19 ADP
 QO0659  PID         -  QO0659
 QO0659  STATE/COUNTY-  MN/RAMSEY
 QO0659  COUNTRY     -  US
 QO0659  USGS QUAD   -  NEW BRIGHTON (2019)
 QO0659
 QO0659                         *CURRENT SURVEY CONTROL
 QO0659  ______________________________________________________________________
 QO0659* NAD 83(1986) POSITION- 45 00 22.36   (N) 093 11 30.62   (W)   HD_HELD1
 QO0659* NAVD 88 ORTHO HEIGHT -   294.238 (meters)      965.35  (feet) ADJUSTED
 QO0659  ______________________________________________________________________
 QO0659  GEOID HEIGHT    -        -27.244 (meters)                     GEOID18
 QO0659  DYNAMIC HEIGHT  -        294.229 (meters)      965.32  (feet) COMP
 QO0659  MODELED GRAVITY -    980,579.8   (mgal)                       NAVD 88
 QO0659
 QO0659  VERT ORDER      -  SECOND    CLASS 0
 QO0659
 QO0659.The horizontal coordinates were determined by differentially corrected
 QO0659.hand held GPS observations or other comparable positioning techniques
 QO0659.and have an estimated accuracy of +/- 3 meters.
 QO0659
 QO0659.The orthometric height was determined by differential leveling and
 QO0659.adjusted by the NATIONAL GEODETIC SURVEY
 QO0659.in June 1991.
 QO0659
 QO0659.Significant digits in the geoid height do not necessarily reflect accuracy.
 QO0659.GEOID18 height accuracy estimate available here.
 QO0659
 QO0659.Click photographs - Photos may exist for this station.
 QO0659
 QO0659.The dynamic height is computed by dividing the NAVD 88
 QO0659.geopotential number by the normal gravity value computed on the
 QO0659.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QO0659.degrees latitude (g = 980.6199 gals.).
 QO0659
 QO0659.The modeled gravity was interpolated from observed gravity values.
 QO0659
 QO0659;                    North         East    Units  Estimated Accuracy
 QO0659;SPC MN S     -   323,231.9     863,710.5     MT  (+/- 3 meters HH1 GPS) 
 QO0659
 QO0659_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK8488183658(NAD 83)
 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
 QO0659.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QO0659.See file dsdata.pdf to determine how the superseded data were derived.
 QO0659
 QO0659_MARKER: DB = BENCH MARK DISK
 QO0659_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QO0659_STAMPING: 19 ADP 965 1950
 QO0659_MARK LOGO: USGS
 QO0659_PROJECTION: PROJECTING 8 CENTIMETERS
 QO0659_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 QO0659_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QO0659+STABILITY: SURFACE MOTION
 QO0659_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 QO0659+SATELLITE: SATELLITE OBSERVATIONS - June 14, 2007
 QO0659
 QO0659  HISTORY     - Date     Condition        Report By
 QO0659  HISTORY     - 1950     MONUMENTED       USGS
 QO0659  HISTORY     - 1971     GOOD             MNDT
 QO0659  HISTORY     - 1987     GOOD             USPSQD
 QO0659  HISTORY     - 1987     GOOD             USPSQD
 QO0659  HISTORY     - 20010625 GOOD             USPSQD
 QO0659  HISTORY     - 20070614 GOOD             MNDT
 QO0659
 QO0659                          STATION DESCRIPTION
 QO0659
 QO0659'DESCRIBED BY MN DEPT OF TRANSP 1971
 QO0659'IN ROSEVILLE.
 QO0659'0.25 MILES SOUTH OF T.H. 36, 0.2 MILES WEST OF CLEVELAND AVENUE IN
 QO0659'ROSEVILLE, 325 FEET WEST OF ACORN ROAD, 30 FEET NORTH OF THE
 QO0659'CENTERLINE OF COUNTY ROAD B, 63 FEET EAST OF PRIVATE DRIVE TO NO. 2177
 QO0659'WEST COUNTY ROAD B (MR. W. OSTLIE RESIDENCE), 43.5 FEET WEST OF A
 QO0659'POWER POLE, 23 FEET WEST-SOUTHWEST OF A POWER POLE, 1 FOOT SOUTH OF A
 QO0659'STEEL WITNESS POST, IN A CONCRETE MONUMENT PROJECTING 2 INCHES ABOVE
 QO0659'GROUND AND ABOUT 3 FEET HIGHER THAN COUNTY ROAD B.  SE 1/4, SEC 8,
 QO0659'T29N, R23W.
 QO0659
 QO0659                          STATION RECOVERY (1987)
 QO0659
 QO0659'RECOVERY NOTE BY US POWER SQUADRON 1987 (TZ)
 QO0659'RECOVERED IN GOOD CONDITION.
 QO0659
 QO0659                          STATION RECOVERY (1987)
 QO0659
 QO0659'RECOVERY NOTE BY US POWER SQUADRON 1987 (GQ)
 QO0659'RECOVERED IN GOOD CONDITION.
 QO0659
 QO0659                          STATION RECOVERY (2001)
 QO0659
 QO0659'RECOVERY NOTE BY US POWER SQUADRON 2001 (BC)
 QO0659'RECOVERED IN GOOD CONDITION.
 QO0659
 QO0659                          STATION RECOVERY (2007)
 QO0659
 QO0659'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (WEF)
 QO0659'IN ROSEVILLE, 0.1 MILE SOUTH OF INTERSTATE HIGHWAY 35 WEST, 0.6 MILE
 QO0659'EAST OF TRUNK HIGHWAY 280, 30.6 FEET NORTH OF COUNTY ROAD B, 340 FEET
 QO0659'WEST OF ACRON DRIVE, 355 FEET EAST OF MARION STREET, 43.6 FEET WEST OF
 QO0659'POWER POLE, 66.4 FEET EAST OF DRIVEWAY AT 2177 COUNTY ROAD B, 10 FEET
 QO0659'WEST OF DRIVEWAY NUMBER 2171, 3 FEET NORTHWEST OF A WITNESS POST, 1
 QO0659'FOOT SOUTH OF ANOTHER WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 RN1744 ***********************************************************************
 RN1744  DESIGNATION -  19 B RESET
 RN1744  PID         -  RN1744
 RN1744  STATE/COUNTY-  MN/ST LOUIS
 RN1744  COUNTRY     -  US
 RN1744  USGS QUAD   -  FREDENBERG (2019)
 RN1744
 RN1744                         *CURRENT SURVEY CONTROL
 RN1744  ______________________________________________________________________
 RN1744* NAD 83(1986) POSITION- 46 54 47.     (N) 092 09 12.     (W)   SCALED
 RN1744* NAVD 88 ORTHO HEIGHT -   418.096 (meters)     1371.70  (feet) ADJUSTED
 RN1744  ______________________________________________________________________
 RN1744  GEOID HEIGHT    -        -28.380 (meters)                     GEOID18
 RN1744  DYNAMIC HEIGHT  -        418.140 (meters)     1371.85  (feet) COMP
 RN1744  MODELED GRAVITY -    980,706.1   (mgal)                       NAVD 88
 RN1744
 RN1744  VERT ORDER      -  SECOND    CLASS I
 RN1744
 RN1744.The horizontal coordinates were scaled from a map and have
 RN1744.an estimated accuracy of +/- 6 seconds.
 RN1744
 RN1744.The orthometric height was determined by differential leveling and
 RN1744.adjusted by the NATIONAL GEODETIC SURVEY
 RN1744.in January 2012.
 RN1744
 RN1744.No vertical observational check was made to the station.
 RN1744
 RN1744.Significant digits in the geoid height do not necessarily reflect accuracy.
 RN1744.GEOID18 height accuracy estimate available here.
 RN1744
 RN1744.Click photographs - Photos may exist for this station.
 RN1744
 RN1744.The dynamic height is computed by dividing the NAVD 88
 RN1744.geopotential number by the normal gravity value computed on the
 RN1744.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RN1744.degrees latitude (g = 980.6199 gals.).
 RN1744
 RN1744.The modeled gravity was interpolated from observed gravity values.
 RN1744
 RN1744;                    North         East    Units  Estimated Accuracy
 RN1744;SPC MN N     -   146,360.      872,120.      MT  (+/- 180 meters Scaled)
 RN1744
 RN1744_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWM644958(NAD 83)
 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
 RN1744.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RN1744.See file dsdata.pdf to determine how the superseded data were derived.
 RN1744
 RN1744_MARKER: DB = BENCH MARK DISK
 RN1744_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 RN1744_SP_SET: BOX CULVERT HEADWALL
 RN1744_STAMPING: 19 B RESET 1969
 RN1744_MARK LOGO: MNHD
 RN1744_MAGNETIC: N = NO MAGNETIC MATERIAL
 RN1744_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RN1744+STABILITY: SURFACE MOTION
 RN1744_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 RN1744+SATELLITE: SATELLITE OBSERVATIONS - August 14, 2007
 RN1744
 RN1744  HISTORY     - Date     Condition        Report By
 RN1744  HISTORY     - 1969     MONUMENTED       MNHD
 RN1744  HISTORY     - 20011019 GOOD             USPSQD
 RN1744  HISTORY     - 20070814 GOOD             MNDT
 RN1744
 RN1744                          STATION DESCRIPTION
 RN1744
 RN1744'DESCRIBED BY MN HIGHWAY DEPT 1969
 RN1744'7.3 MI SE FROM FREDENBERG.  4.2 MILES EAST ALONG COUNTY ROAD 43 FROM
 RN1744'FREDENBERG TO COUNTY ROAD 4, THENCE 2.7 MILES SOUTH ON COUNTY ROAD 4
 RN1744'TO A BOX CULVERT OVER A CREEK, IN THE TOP OF THE SOUTH END OF THE EAST
 RN1744'HEADWALL OF A BOX CULVERT OVER A CREEK.
 RN1744
 RN1744                          STATION RECOVERY (2001)
 RN1744
 RN1744'RECOVERY NOTE BY US POWER SQUADRON 2001 (CNG)
 RN1744'RECOVERED IN GOOD CONDITION.
 RN1744
 RN1744                          STATION RECOVERY (2007)
 RN1744
 RN1744'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (KMS)
 RN1744'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DH6135 ***********************************************************************
 DH6135  DESIGNATION -  19 CDL
 DH6135  PID         -  DH6135
 DH6135  STATE/COUNTY-  MN/MAHNOMEN
 DH6135  COUNTRY     -  US
 DH6135  USGS QUAD   -  ROY LAKE (2019)
 DH6135
 DH6135                         *CURRENT SURVEY CONTROL
 DH6135  ______________________________________________________________________
 DH6135* NAD 83(1986) POSITION- 47 17 44.51   (N) 095 36 57.70   (W)   HD_HELD1
 DH6135* NAVD 88 ORTHO HEIGHT -   461.668 (meters)     1514.66  (feet) ADJUSTED
 DH6135  ______________________________________________________________________
 DH6135  GEOID HEIGHT    -        -27.304 (meters)                     GEOID18
 DH6135  DYNAMIC HEIGHT  -        461.704 (meters)     1514.77  (feet) COMP
 DH6135  MODELED GRAVITY -    980,676.9   (mgal)                       NAVD 88
 DH6135
 DH6135  VERT ORDER      -  THIRD
 DH6135
 DH6135.The horizontal coordinates were determined by differentially corrected
 DH6135.hand held GPS observations or other comparable positioning techniques
 DH6135.and have an estimated accuracy of +/- 3 meters.
 DH6135
 DH6135.The orthometric height was determined by differential leveling and
 DH6135.adjusted by the NATIONAL GEODETIC SURVEY
 DH6135.in May 2009.
 DH6135
 DH6135.Significant digits in the geoid height do not necessarily reflect accuracy.
 DH6135.GEOID18 height accuracy estimate available here.
 DH6135
 DH6135.Click photographs - Photos may exist for this station.
 DH6135
 DH6135.The dynamic height is computed by dividing the NAVD 88
 DH6135.geopotential number by the normal gravity value computed on the
 DH6135.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH6135.degrees latitude (g = 980.6199 gals.).
 DH6135
 DH6135.The modeled gravity was interpolated from observed gravity values.
 DH6135
 DH6135;                    North         East    Units  Estimated Accuracy
 DH6135;SPC MN N     -   191,557.2     609,743.0     MT  (+/- 3 meters HH1 GPS) 
 DH6135
 DH6135_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUN0222041343(NAD 83)
 DH6135
 DH6135                          SUPERSEDED SURVEY CONTROL
 DH6135
 DH6135.No superseded survey control is available for this station.
 DH6135
 DH6135_MARKER: DD = SURVEY DISK
 DH6135_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 DH6135_STAMPING: 19 CDL 1967
 DH6135_MARK LOGO: USGS
 DH6135_PROJECTION: PROJECTING 3 CENTIMETERS
 DH6135_MAGNETIC: I = MARKER IS A STEEL ROD
 DH6135_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DH6135_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DH6135+SATELLITE: SATELLITE OBSERVATIONS - November 27, 2006
 DH6135_ROD/PIPE-DEPTH: 4.6 meters
 DH6135
 DH6135  HISTORY     - Date     Condition        Report By
 DH6135  HISTORY     - 1967     MONUMENTED       USGS
 DH6135  HISTORY     - 20061127 GOOD             MNDT
 DH6135
 DH6135                          STATION DESCRIPTION
 DH6135
 DH6135'DESCRIBED BY US GEOLOGICAL SURVEY 1967 (CDL)
 DH6135'NAYTAHWAUSH, 2.35 MI. NORTH AND 0.5 MI. EAST OF, T144N, R39W,
 DH6135'NEAR THE CORNER OF SECTIONS 9, 10, 15 AND 16, 36.8 FT. SOUTH, 60 FT.
 DH6135'EAST OF AND 2.0 FT. LOWER THAN CENTER OF RD. AT T-RD. EAST, 2.0 FT.
 DH6135'NE. OF A POWER POLE, 1.7 FT. WEST OF A WITNESS POST, ON TOP OF A 1/2
 DH6135'INCH COPPER COATED STEEL ROD, DRIVEN TO A DEPTH OF 15 FT., A STANDARD
 DH6135'TABLET STAMPED 19 CDL 1967, TABLET SET FLUSH WITH THE GROUND AND
 DH6135'SURROUNDED BY A 6 INCH TILE.
 DH6135
 DH6135                          STATION RECOVERY (2006)
 DH6135
 DH6135'RECOVERY NOTE BY MN DEPT OF TRANSP 2006 (MPP)
 DH6135'THE MARK IS LOCATED ABOUT 11.1 MI (17.9 KM) WEST OF ZERKEL, 9.3 MI
 DH6135'(15.0 KM) EAST-SOUTHEAST OF BEAULIEU AND 3.4 MI (5.5 KM) SOUTHWEST OF
 DH6135'ROY LAKE.   TO REACH TO THE STATION GO 2.3 MI (3.7 KM) NORTH ALONG
 DH6135'COUNTRY ROAD 4 FROM THE JUNCTION OF COUNTY ROAD 4 AND WHITE EARTH
 DH6135'ROUTE 7/70 IN NAY-TAH-WAUSH, 38.0 FT (11.6 M) SOUTH AND 58.30 FT (17.8
 DH6135'M) EAST OF COUNTY ROAD 4 AT TEE ROAD EAST, 5.5 FT (1.7 M) SOUTH OF
 DH6135'PEDESTAL, 3.5 FT (1.1 M) NORTHEAST OF POWER POLE, 1.7 FT (0.5 M) WEST
 DH6135'OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DH5902 ***********************************************************************
 DH5902  DESIGNATION -  19 CER
 DH5902  PID         -  DH5902
 DH5902  STATE/COUNTY-  MN/CLEARWATER
 DH5902  COUNTRY     -  US
 DH5902  USGS QUAD   -  HEART LAKE (2019)
 DH5902
 DH5902                         *CURRENT SURVEY CONTROL
 DH5902  ______________________________________________________________________
 DH5902* NAD 83(1986) POSITION- 47 16 57.     (N) 095 15 16.     (W)   SCALED
 DH5902* NAVD 88 ORTHO HEIGHT -   466.574 (meters)     1530.75  (feet) ADJUSTED
 DH5902  ______________________________________________________________________
 DH5902  GEOID HEIGHT    -        -27.486 (meters)                     GEOID18
 DH5902  DYNAMIC HEIGHT  -        466.612 (meters)     1530.88  (feet) COMP
 DH5902  MODELED GRAVITY -    980,680.0   (mgal)                       NAVD 88
 DH5902
 DH5902  VERT ORDER      -  THIRD
 DH5902
 DH5902.The horizontal coordinates were scaled from a map and have
 DH5902.an estimated accuracy of +/- 6 seconds.
 DH5902
 DH5902.The orthometric height was determined by differential leveling and
 DH5902.adjusted by the NATIONAL GEODETIC SURVEY
 DH5902.in May 2009.
 DH5902
 DH5902.Significant digits in the geoid height do not necessarily reflect accuracy.
 DH5902.GEOID18 height accuracy estimate available here.
 DH5902
 DH5902.Click photographs - Photos may exist for this station.
 DH5902
 DH5902.The dynamic height is computed by dividing the NAVD 88
 DH5902.geopotential number by the normal gravity value computed on the
 DH5902.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH5902.degrees latitude (g = 980.6199 gals.).
 DH5902
 DH5902.The modeled gravity was interpolated from observed gravity values.
 DH5902
 DH5902;                    North         East    Units  Estimated Accuracy
 DH5902;SPC MN N     -   189,270.      637,040.      MT  (+/- 180 meters Scaled)
 DH5902
 DH5902_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUN295390(NAD 83)
 DH5902
 DH5902                          SUPERSEDED SURVEY CONTROL
 DH5902
 DH5902.No superseded survey control is available for this station.
 DH5902
 DH5902_MARKER: DB = BENCH MARK DISK
 DH5902_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 DH5902_STAMPING: 19 CER 1967
 DH5902_MARK LOGO: USGS
 DH5902_PROJECTION: FLUSH
 DH5902_MAGNETIC: N = NO MAGNETIC MATERIAL
 DH5902_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DH5902_ROD/PIPE-DEPTH: 4.6 meters
 DH5902
 DH5902  HISTORY     - Date     Condition        Report By
 DH5902  HISTORY     - 1967     MONUMENTED       USGS
 DH5902
 DH5902                          STATION DESCRIPTION
 DH5902
 DH5902'DESCRIBED BY US GEOLOGICAL SURVEY 1967 (CER)
 DH5902'LAKE ITASCA, CLEARWATER CO., 2.0 MI. NORTH AND 2.0 MI (3.2 KM) WEST
 DH5902'OF, T. 144 N., R. 36 W., NEAR COR. OF SECS. 16, 17, 20 AND 21, 6 FT
 DH5902'(1.8 M) NORTH, 54 FT. WEST AND 1.2 FT. LOWER THAN A FIELD ROAD EAST, A
 DH5902'STANDARD TABLET SET ON TOP OF A COPPER COATED STEEL ROD DRIVEN 15 FT.
 DH5902'IN GROUND, AND STAMPED 19 CER 1967.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 SK0658 ***********************************************************************
 SK0658  HT_MOD      -  This is a Height Modernization Survey Station.
 SK0658  DESIGNATION -  19 CLC
 SK0658  PID         -  SK0658
 SK0658  STATE/COUNTY-  MN/POLK
 SK0658  COUNTRY     -  US
 SK0658  USGS QUAD   -  OKLEE (2019)
 SK0658
 SK0658                         *CURRENT SURVEY CONTROL
 SK0658  ______________________________________________________________________
 SK0658* NAD 83(2011) POSITION- 47 46 58.36504(N) 095 46 21.57355(W)   ADJUSTED
 SK0658* NAD 83(2011) ELLIP HT-   339.004 (meters)        (07/09/13)   ADJUSTED
 SK0658* NAD 83(2011) EPOCH   -  2010.00
 SK0658* NAVD 88 ORTHO HEIGHT -   366.23  (meters)     1201.5   (feet) GPS OBS
 SK0658  ______________________________________________________________________
 SK0658  NAVD 88 orthometric height was determined with geoid model    GEOID12A
 SK0658  GEOID HEIGHT    -        -27.206 (meters)                     GEOID12A
 SK0658  GEOID HEIGHT    -        -27.207 (meters)                     GEOID18
 SK0658  NAD 83(2011) X  -   -431,882.605 (meters)                     COMP
 SK0658  NAD 83(2011) Y  - -4,272,080.487 (meters)                     COMP
 SK0658  NAD 83(2011) Z  -  4,700,939.778 (meters)                     COMP
 SK0658  LAPLACE CORR    -         -2.10  (seconds)                    DEFLEC18
 SK0658
 SK0658  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 SK0658  Standards:
 SK0658         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 SK0658            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 SK0658  -------------------------------------------------------------------
 SK0658  NETWORK    0.50   0.53           0.23   0.17   0.27     -0.00802959
 SK0658  -------------------------------------------------------------------
 SK0658  Click here for local accuracies and other accuracy information.
 SK0658
 SK0658.The horizontal coordinates were established by GPS observations
 SK0658.and adjusted by the MN DEPT OF TRANSP in July 2013.
 SK0658
 SK0658.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 SK0658.been affixed to the stable North American tectonic plate. See 
 SK0658.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 SK0658
 SK0658.The horizontal coordinates are valid at the epoch date displayed above
 SK0658.which is a decimal equivalence of Year/Month/Day.
 SK0658
 SK0658.The orthometric height was determined by GPS observations and a
 SK0658.high-resolution geoid model using precise GPS observation and
 SK0658.processing techniques.
 SK0658
 SK0658.Significant digits in the geoid height do not necessarily reflect accuracy.
 SK0658.GEOID18 height accuracy estimate available here.
 SK0658
 SK0658.Click photographs - Photos may exist for this station.
 SK0658
 SK0658.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 SK0658
 SK0658.The Laplace correction was computed from DEFLEC18 derived deflections.
 SK0658
 SK0658.The ellipsoidal height was determined by GPS observations
 SK0658.and is referenced to NAD 83.
 SK0658
 SK0658. The following values were computed from the NAD 83(2011) position.
 SK0658
 SK0658;                    North         East     Units Scale Factor Converg.
 SK0658;SPC MN N     -   246,083.514   599,775.699   MT  0.99990324   -1 58 51.7
 SK0658;SPC MN N     -   807,359.00  1,967,764.11   sFT  0.99990324   -1 58 51.7
 SK0658;UTM  15      - 5,295,891.667   292,313.517   MT  1.00013007   -2 03 15.0
 SK0658
 SK0658!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SK0658!SPC MN N     -   0.99994687  x   0.99990324  =   0.99985011
 SK0658!UTM  15      -   0.99994687  x   1.00013007  =   1.00007693
 SK0658
 SK0658_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTN9231395891(NAD 83)
 SK0658
 SK0658                          SUPERSEDED SURVEY CONTROL
 SK0658
 SK0658  NAVD 88 (08/26/19)  366.190  (m)         1201.41   (f) ADJUSTED    2 1
 SK0658  NAVD 88 (06/15/91)  366.194  (m)         1201.42   (f) SUPERSEDED  3 0
 SK0658
 SK0658.Superseded values are not recommended for survey control.
 SK0658
 SK0658.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SK0658.See file dsdata.pdf to determine how the superseded data were derived.
 SK0658
 SK0658_MARKER: DD = SURVEY DISK
 SK0658_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 SK0658_STAMPING: 19 CLC 1967
 SK0658_MARK LOGO: USGS
 SK0658_PROJECTION: FLUSH
 SK0658_MAGNETIC: I = MARKER IS A STEEL ROD
 SK0658_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 SK0658_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 SK0658+SATELLITE: SATELLITE OBSERVATIONS - March 19, 2012
 SK0658_ROD/PIPE-DEPTH: 4.6 meters
 SK0658
 SK0658  HISTORY     - Date     Condition        Report By
 SK0658  HISTORY     - 19670401 MONUMENTED       USGS
 SK0658  HISTORY     - 20120319 GOOD             MNDT
 SK0658
 SK0658                          STATION DESCRIPTION
 SK0658
 SK0658'DESCRIBED BY US GEOLOGICAL SURVEY 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.
 SK0658
 SK0658                          STATION RECOVERY (2012)
 SK0658
 SK0658'RECOVERY NOTE BY MN DEPT OF TRANSP 2012 (WAS)
 SK0658'THE STATION IS LOCATED ABOUT 7.1 MI (11.4 KM) WEST OF GULLY, 5.4 MI
 SK0658'(8.7 KM) SOUTHEAST OF OKLEE AND 3.8 MI (6.1 KM) WEST OF TRAIL.
 SK0658'
 SK0658'TO REACH THE MARK GO 3.95 MI (6.4 KM) WEST ALONG TRUNK HIGHWAY 92 FROM
 SK0658'THE JUNCTION OF TRUNK HIGHWAY 92 AND COUNTY ROAD 28 IN TRAIL, AT TRUNK
 SK0658'HIGHWAY 92 MILE POINT 26.60.
 SK0658'
 SK0658'THE MARK IS LOCATED 74.0 FT (22.6 M) NORTH OF TRUNK HIGHWAY 92, 74.3
 SK0658'FT (22.6 M) EAST OF TELEPHONE PEDESTAL NUMBER FW 18, 38.0 FT (11.6 M)
 SK0658'EAST OF 330TH AVENUE SOUTHEAST, 1.4 FT (0.4 M) NORTHEAST OF A FENCE
 SK0658'CORNER, 3.2 FT (1.0 M) NORTHEAST OF A WITNESS POST/RIGHT-OF-WAY POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 SK0659 ***********************************************************************
 SK0659  DESIGNATION -  19 CLC RM
 SK0659  PID         -  SK0659
 SK0659  STATE/COUNTY-  MN/POLK
 SK0659  COUNTRY     -  US
 SK0659  USGS QUAD   -  OKLEE (2019)
 SK0659
 SK0659                         *CURRENT SURVEY CONTROL
 SK0659  ______________________________________________________________________
 SK0659* NAD 83(1986) POSITION- 47 46 58.     (N) 095 46 21.     (W)   SCALED
 SK0659* NAVD 88 ORTHO HEIGHT -   366.817 (meters)     1203.47  (feet) ADJUSTED
 SK0659  ______________________________________________________________________
 SK0659  GEOID HEIGHT    -        -27.207 (meters)                     GEOID18
 SK0659  DYNAMIC HEIGHT  -        366.881 (meters)     1203.68  (feet) COMP
 SK0659  MODELED GRAVITY -    980,775.3   (mgal)                       NAVD 88
 SK0659
 SK0659  VERT ORDER      -  THIRD
 SK0659
 SK0659.The horizontal coordinates were scaled from a map and have
 SK0659.an estimated accuracy of +/- 6 seconds.
 SK0659
 SK0659.The orthometric height was determined by differential leveling and
 SK0659.adjusted by the NATIONAL GEODETIC SURVEY
 SK0659.in June 1991.
 SK0659
 SK0659.Significant digits in the geoid height do not necessarily reflect accuracy.
 SK0659.GEOID18 height accuracy estimate available here.
 SK0659
 SK0659.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTN923958(NAD 83)
 SK0659
 SK0659                          SUPERSEDED SURVEY CONTROL
 SK0659
 SK0659.No superseded survey control is available for this station.
 SK0659
 SK0659_MARKER: Q = CHISELED SQUARE
 SK0659_SETTING: 30 = SET IN A LIGHT STRUCTURE
 SK0659_SP_SET: ON TOP OF CONCRETE CULVERT
 SK0659_STAMPING: 19 CLC RM
 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
 SK0659
 SK0659                          STATION DESCRIPTION
 SK0659
 SK0659'DESCRIBED BY US GEOLOGICAL SURVEY 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 = MARCH 21, 2026 06:05:54 EDT
 DH6966 ***********************************************************************
 DH6966  DESIGNATION -  19 DLS
 DH6966  PID         -  DH6966
 DH6966  STATE/COUNTY-  MN/ITASCA
 DH6966  COUNTRY     -  US
 DH6966  USGS QUAD   -  WILDWOOD SE (2019)
 DH6966
 DH6966                         *CURRENT SURVEY CONTROL
 DH6966  ______________________________________________________________________
 DH6966* NAD 83(1986) POSITION- 47 45 38.18   (N) 093 49 24.18   (W)   HD_HELD1
 DH6966* NAVD 88 ORTHO HEIGHT -   404.642 (meters)     1327.56  (feet) ADJUSTED
 DH6966  ______________________________________________________________________
 DH6966  GEOID HEIGHT    -        -28.928 (meters)                     GEOID18
 DH6966  DYNAMIC HEIGHT  -        404.702 (meters)     1327.76  (feet) COMP
 DH6966  MODELED GRAVITY -    980,746.7   (mgal)                       NAVD 88
 DH6966
 DH6966  VERT ORDER      -  SECOND    CLASS I
 DH6966
 DH6966.The horizontal coordinates were determined by differentially corrected
 DH6966.hand held GPS observations or other comparable positioning techniques
 DH6966.and have an estimated accuracy of +/- 3 meters.
 DH6966
 DH6966.The orthometric height was determined by differential leveling and
 DH6966.adjusted by the NATIONAL GEODETIC SURVEY
 DH6966.in December 2005.
 DH6966
 DH6966.No vertical observational check was made to the station.
 DH6966
 DH6966.Significant digits in the geoid height do not necessarily reflect accuracy.
 DH6966.GEOID18 height accuracy estimate available here.
 DH6966
 DH6966.Click photographs - Photos may exist for this station.
 DH6966
 DH6966.The dynamic height is computed by dividing the NAVD 88
 DH6966.geopotential number by the normal gravity value computed on the
 DH6966.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH6966.degrees latitude (g = 980.6199 gals.).
 DH6966
 DH6966.The modeled gravity was interpolated from observed gravity values.
 DH6966
 DH6966;                    North         East    Units  Estimated Accuracy
 DH6966;SPC MN N     -   240,399.2     745,774.0     MT  (+/- 3 meters HH1 GPS) 
 DH6966
 DH6966_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVN3829590021(NAD 83)
 DH6966
 DH6966                          SUPERSEDED SURVEY CONTROL
 DH6966
 DH6966.No superseded survey control is available for this station.
 DH6966
 DH6966_MARKER: DD = SURVEY DISK
 DH6966_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 DH6966_STAMPING: 19 DLS 1969
 DH6966_MARK LOGO: USGS
 DH6966_PROJECTION: PROJECTING 8 CENTIMETERS
 DH6966_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DH6966_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DH6966_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH6966+SATELLITE: SATELLITE OBSERVATIONS - November 03, 2021
 DH6966
 DH6966  HISTORY     - Date     Condition        Report By
 DH6966  HISTORY     - 1969     MONUMENTED       USGS
 DH6966  HISTORY     - 20211103 GOOD             MNDT
 DH6966
 DH6966                          STATION DESCRIPTION
 DH6966
 DH6966'DESCRIBED BY US GEOLOGICAL SURVEY 1969 (DLS)
 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.
 DH6966
 DH6966                          STATION RECOVERY (2021)
 DH6966
 DH6966'RECOVERY NOTE BY MN DEPT OF TRANSP 2021 (KMS)
 DH6966'4.6 MI (7.4 KM) WEST OF BIGFORK, 2.6 MI (4.2 KM) WEST ALONG COUNTY
 DH6966'ROAD 14 FROM THE JUNCTION OF COUNTY ROAD 14 AND TRUNK HIGHWAY 6, 55.7
 DH6966'FT (17.0 M) NORTH OF COUNTY ROAD 14, 119.0 FT (36.3 M) OF DRIVEWAY
 DH6966'NUMBER 46264, 2.6 FT (0.8 M) NORTHEAST OF A POWER POLE, 3.0 FT (0.9 M)
 DH6966'SOUTH OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DK7878 ***********************************************************************
 DK7878  DESIGNATION -  19 LNB
 DK7878  PID         -  DK7878
 DK7878  STATE/COUNTY-  MN/OTTER TAIL
 DK7878  COUNTRY     -  US
 DK7878  USGS QUAD   -  MILLERVILLE (2019)
 DK7878
 DK7878                         *CURRENT SURVEY CONTROL
 DK7878  ______________________________________________________________________
 DK7878* NAD 83(1986) POSITION- 46 07 24.1    (N) 095 30 39.7    (W)   HD_HELD2
 DK7878* NAVD 88 ORTHO HEIGHT -   450.425 (meters)     1477.77  (feet) ADJUSTED
 DK7878  ______________________________________________________________________
 DK7878  GEOID HEIGHT    -        -26.441 (meters)                     GEOID18
 DK7878  DYNAMIC HEIGHT  -        450.420 (meters)     1477.75  (feet) COMP
 DK7878  MODELED GRAVITY -    980,591.6   (mgal)                       NAVD 88
 DK7878
 DK7878  VERT ORDER      -  SECOND    CLASS I
 DK7878
 DK7878.The horizontal coordinates were established by autonomous hand held GPS
 DK7878.observations and have an estimated accuracy of +/- 10 meters.
 DK7878
 DK7878.The orthometric height was determined by differential leveling and
 DK7878.adjusted by the NATIONAL GEODETIC SURVEY
 DK7878.in May 2009.
 DK7878
 DK7878.No vertical observational check was made to the station.
 DK7878
 DK7878.Significant digits in the geoid height do not necessarily reflect accuracy.
 DK7878.GEOID18 height accuracy estimate available here.
 DK7878
 DK7878.Click photographs - Photos may exist for this station.
 DK7878
 DK7878.The dynamic height is computed by dividing the NAVD 88
 DK7878.geopotential number by the normal gravity value computed on the
 DK7878.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK7878.degrees latitude (g = 980.6199 gals.).
 DK7878
 DK7878.The modeled gravity was interpolated from observed gravity values.
 DK7878
 DK7878;                    North         East    Units  Estimated Accuracy
 DK7878;SPC MN C     -   225,633.      702,545.      MT  (+/- 10 meters HH2 GPS)
 DK7878
 DK7878_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUM0600010819(NAD 83)
 DK7878
 DK7878                          SUPERSEDED SURVEY CONTROL
 DK7878
 DK7878.No superseded survey control is available for this station.
 DK7878
 DK7878_MARKER: DD = SURVEY DISK
 DK7878_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DK7878_SP_SET: STEP
 DK7878_STAMPING: 19 LNB 1967
 DK7878_MARK LOGO: USGS
 DK7878_MAGNETIC: N = NO MAGNETIC MATERIAL
 DK7878_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DK7878_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DK7878+SATELLITE: SATELLITE OBSERVATIONS - July 06, 2009
 DK7878
 DK7878  HISTORY     - Date     Condition        Report By
 DK7878  HISTORY     - 19670401 MONUMENTED       USGS
 DK7878  HISTORY     - 20051010 GOOD             MNDT
 DK7878  HISTORY     - 20090706 GOOD             MNDT
 DK7878
 DK7878                          STATION DESCRIPTION
 DK7878
 DK7878'DESCRIBED BY MN DEPT OF TRANSP 2005 (WAS)
 DK7878'THE MARK IS LOCATED ABOUT 9.7 MI (15.6 KM) SOUTH OF VINING, 9.0 MI
 DK7878'(14.5 KM) WEST-SOUTHWEST OF PARKERS PRAIRIE AND 4.6 MI (7.4 KM)
 DK7878'NORTH-NORTHEAST OF MILLERVILLE.  IN URBANK, IN THE TOP OF EAST END OF
 DK7878'BOTTOM STEP AT SOUTHEAST CORNER OF SACRED HEART CHURCH, ABOUT 200 FT
 DK7878'(61.0 M) NORTH OF COUNTY ROAD 38, ABOUT 150 FT (45.7 M) EAST OF COUNTY
 DK7878'ROAD 59.
 DK7878
 DK7878                          STATION RECOVERY (2009)
 DK7878
 DK7878'RECOVERY NOTE BY MN DEPT OF TRANSP 2009 (PJG)
 DK7878'AT URBANK, IN THE TOP OF EAST END OF BOTTOM STEP AT SOUTHEAST CORNER
 DK7878'OF SACRED HEART CHURCH, 200.0 FT (61.0 M) NORTH OF COUNTY ROAD 38,
 DK7878'150.0 FT (45.7 M) EAST OF COUNTY ROAD 59.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 PP1362 ***********************************************************************
 PP1362  DESIGNATION -  1901 H 1
 PP1362  PID         -  PP1362
 PP1362  STATE/COUNTY-  MN/SCOTT
 PP1362  COUNTRY     -  US
 PP1362  USGS QUAD   -  BLOOMINGTON (2019)
 PP1362
 PP1362                         *CURRENT SURVEY CONTROL
 PP1362  ______________________________________________________________________
 PP1362* NAD 83(2011) POSITION- 44 46 42.46147(N) 093 19 56.36504(W)   ADJUSTED
 PP1362* NAD 83(2011) ELLIP HT-   192.940 (meters)        (06/27/12)   ADJUSTED
 PP1362* NAD 83(2011) EPOCH   -  2010.00
 PP1362* NAVD 88 ORTHO HEIGHT -   220.070 (meters)      722.01  (feet) ADJUSTED
 PP1362  ______________________________________________________________________
 PP1362  GEOID HEIGHT    -        -27.126 (meters)                     GEOID18
 PP1362  NAD 83(2011) X  -   -263,612.987 (meters)                     COMP
 PP1362  NAD 83(2011) Y  - -4,527,434.711 (meters)                     COMP
 PP1362  NAD 83(2011) Z  -  4,470,042.092 (meters)                     COMP
 PP1362  LAPLACE CORR    -         -4.99  (seconds)                    DEFLEC18
 PP1362  DYNAMIC HEIGHT  -        220.064 (meters)      721.99  (feet) COMP
 PP1362  MODELED GRAVITY -    980,583.7   (mgal)                       NAVD 88
 PP1362
 PP1362  VERT ORDER      -  SECOND    CLASS I
 PP1362
 PP1362  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 PP1362  Standards:
 PP1362         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 PP1362            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 PP1362  -------------------------------------------------------------------
 PP1362  NETWORK    0.43   0.61           0.19   0.16   0.31     -0.03924590
 PP1362  -------------------------------------------------------------------
 PP1362  Click here for local accuracies and other accuracy information.
 PP1362
 PP1362.The horizontal coordinates were established by GPS observations
 PP1362.and adjusted by the National Geodetic Survey in June 2012.
 PP1362
 PP1362.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 PP1362.been affixed to the stable North American tectonic plate. See 
 PP1362.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 PP1362
 PP1362.The horizontal coordinates are valid at the epoch date displayed above
 PP1362.which is a decimal equivalence of Year/Month/Day.
 PP1362
 PP1362.The orthometric height was determined by differential leveling and
 PP1362.adjusted by the NATIONAL GEODETIC SURVEY
 PP1362.in May 2019.
 PP1362
 PP1362.Significant digits in the geoid height do not necessarily reflect accuracy.
 PP1362.GEOID18 height accuracy estimate available here.
 PP1362
 PP1362.Click photographs - Photos may exist for this station.
 PP1362
 PP1362.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 PP1362
 PP1362.The Laplace correction was computed from DEFLEC18 derived deflections.
 PP1362
 PP1362.The ellipsoidal height was determined by GPS observations
 PP1362.and is referenced to NAD 83.
 PP1362
 PP1362.The dynamic height is computed by dividing the NAVD 88
 PP1362.geopotential number by the normal gravity value computed on the
 PP1362.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP1362.degrees latitude (g = 980.6199 gals.).
 PP1362
 PP1362.The modeled gravity was interpolated from observed gravity values.
 PP1362
 PP1362. The following values were computed from the NAD 83(2011) position.
 PP1362
 PP1362;                    North         East     Units Scale Factor Converg.
 PP1362;SPC MN S     -   297,824.441   852,842.550   MT  0.99993370   +0 28 04.8
 PP1362;SPC MN S     -   977,112.35  2,798,034.27   sFT  0.99993370   +0 28 04.8
 PP1362;UTM  15      - 4,958,394.472   473,707.077   MT  0.99960850   -0 14 02.7
 PP1362
 PP1362!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PP1362!SPC MN S     -   0.99996975  x   0.99993370  =   0.99990345
 PP1362!UTM  15      -   0.99996975  x   0.99960850  =   0.99957826
 PP1362
 PP1362_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK7370758394(NAD 83)
 PP1362
 PP1362                          SUPERSEDED SURVEY CONTROL
 PP1362
 PP1362  NAD 83(2007)-  44 46 42.46169(N)    093 19 56.36570(W) AD(2002.00) 0
 PP1362  ELLIP H (02/10/07)  192.965  (m)                       GP(2002.00)    
 PP1362  NAD 83(1996)-  44 46 42.46124(N)    093 19 56.36519(W) AD(       ) 1
 PP1362  ELLIP H (08/22/03)  193.021  (m)                       GP(       ) 4 1
 PP1362  NAVD 88 (09/20/16)  220.064  (m)          721.99   (f) SUPERSEDED  2 1
 PP1362  NAVD 88             220.07   (m)          722.0    (f) LEVELING    3  
 PP1362  NAVD 88 (06/15/91)  220.074  (m)          722.03   (f) SUPERSEDED  2 0
 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
 PP1362.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PP1362.See file dsdata.pdf to determine how the superseded data were derived.
 PP1362
 PP1362_MARKER: DB = BENCH MARK DISK
 PP1362_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 PP1362_STAMPING: 1901 H 1 1971
 PP1362_MARK LOGO: MNHD
 PP1362_PROJECTION: RECESSED 20 CENTIMETERS
 PP1362_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 PP1362_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PP1362_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PP1362+SATELLITE: SATELLITE OBSERVATIONS - August 12, 2014
 PP1362
 PP1362  HISTORY     - Date     Condition        Report By
 PP1362  HISTORY     - 19710401 MONUMENTED       MNHD
 PP1362  HISTORY     - 1972     GOOD             MNDT
 PP1362  HISTORY     - 1980     GOOD             MNDT
 PP1362  HISTORY     - 1990     GOOD             USPSQD
 PP1362  HISTORY     - 20020904 GOOD             MNDT
 PP1362  HISTORY     - 20071030 GOOD             MNDT
 PP1362  HISTORY     - 20080604 GOOD             MNDT
 PP1362  HISTORY     - 20111228 GOOD             MNDT
 PP1362  HISTORY     - 20130919 GOOD             MNDT
 PP1362  HISTORY     - 20131120 GOOD             MNDT
 PP1362  HISTORY     - 20140812 GOOD             MNDT
 PP1362
 PP1362                          STATION DESCRIPTION
 PP1362
 PP1362'DESCRIBED BY MN DEPT OF TRANSP 1972
 PP1362'0.35 MI E FROM SAVAGE.
 PP1362'MARK IS LOCATED 0.35 MILES EAST ALONG T.H. 13 FROM THE JUNCTION OF
 PP1362'T.H. 13 AND VINE STREET (MUNICIPAL LIQUOR STORE) IN SAVAGE, 110 FEET
 PP1362'SOUTH OF AND 1 FOOT LOWER THAN THE EAST BOUND T.H. 13 CENTERLINE, 44
 PP1362'FEET SOUTH OF THE CENTER OF THE SOUTH SERVICE ROAD, 1 FOOT NORTH OF A
 PP1362'STEEL WITNESS POST, IN A 6 FOOT PRE-CAST CONCRETE MONUMENT SET FLUSH
 PP1362'WITH THE GROUND.  SW 1/4 SECTION 31, T 27N, R 24W.
 PP1362
 PP1362                          STATION RECOVERY (1980)
 PP1362
 PP1362'RECOVERY NOTE BY MN DEPT OF TRANSP 1980 (EGS)
 PP1362'THE MARK WAS RECOVERED IN GOOD CONDITION 0.35 MILE EAST ALONG TRUNK
 PP1362'HIGHWAY 13 FROM ITS JUNCTION WITH OTTOWA AVENUE IN SAVAGE OR 2.35
 PP1362'MILES WEST ALONG TRUNK HIGHWAY 13 FROM ITS JUNCTION WITH INTERSTATE
 PP1362'35W.  THE MARK IS 0.45 MILE WEST OF A POWER TRANSMISSION LINE
 PP1362'CROSSING, 110 FEET SOUTH OF THE CENTERLINE OF TRUNK HIGHWAY 13 AT
 PP1362'MILEPOINT 95.2, 44 FEET SOUTH OF THE CENTER OF THE SOUTH FRONTAGE
 PP1362'ROAD, AND 1.0 FOOT NORTH OF A STEEL WITNESS POST.  THE MARK, A
 PP1362'STANDARD MNDT BENCH MARK DISK STAMPED---1901 H 1 1971---, IS SET IN
 PP1362'THE TOP OF A ROUND 6 FOOT LONG MAGNETIC PRECAST CONCRETE MONUMENT THAT
 PP1362'IS FLUSH WITH THE SURFACE OF THE GROUND.
 PP1362
 PP1362                          STATION RECOVERY (1990)
 PP1362
 PP1362'RECOVERY NOTE BY US POWER SQUADRON 1990 (LAK)
 PP1362'RECOVERED IN GOOD CONDITION.
 PP1362
 PP1362                          STATION RECOVERY (2002)
 PP1362
 PP1362'RECOVERY NOTE BY MN DEPT OF TRANSP 2002 (MPP)
 PP1362'THE MARK WAS RECOVERED IN SAVAGE, 0.35 MI (0.56 KM) EAST OF JCT OF TH
 PP1362'13 AND LYNN AVE IN SAVAGE, AT TH 13 MP 93.3, 0.45 MI (0.72 KM) WEST OF
 PP1362'POWERLINE CROSSING, 110 FT (33.5 M) SOUTH OF TH 13, 21.8 FT (6.6 M)
 PP1362'SOUTH OF FRONTAGE RD, 1.0 FT (0.3 M) NORTH OF WIT POST, RECESSED 0.8
 PP1362'FT, (24.4 CM) MAGNETIC.
 PP1362
 PP1362                          STATION RECOVERY (2007)
 PP1362
 PP1362'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (DMW)
 PP1362'THE MARK WAS RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.
 PP1362'THE MARK IS IN SAVAGE, 0.35 MILE (0.56 KM) EAST OF JUNCTION OF TRUNK
 PP1362'HIGHWAY 13 AND LYNN AVENUE IN SAVAGE, AT TRUNK HIGHWAY 13 MILEPOINT
 PP1362'93.3, 0.45 MILE (0.72 KM) WEST OF POWERLINE CROSSING, 110 FEET (33.5
 PP1362'M) SOUTH OF TRUNK HIGHWAY 13, 58 FEET (17.7 M) EAST OF ENTRANCE TO
 PP1362'ASIAN MARKET, 21.8 FEET (6.6 M) SOUTH OF FRONTAGE ROAD, 1.0 FOOT (0.3
 PP1362'M) NORTH OF WITNESS POST.
 PP1362
 PP1362                          STATION RECOVERY (2008)
 PP1362
 PP1362'RECOVERY NOTE BY MN DEPT OF TRANSP 2008 (PL)
 PP1362'THE STATION IS LOCATED ABOUT 8.6 MI (13.8 KM) SOUTHEAST OF EDEN
 PP1362'PRAIRIE, 6.3 MI (10.1 KM) NORTHEAST OF PRIOR LAKE AND 4.6 MI (7.4 KM)
 PP1362'SOUTH-SOUTHWEST OF BLOOMINGTON.
 PP1362'
 PP1362'TO REACH TO THE MARK GO 0.35 MI (0.6 KM) EAST OF THE JUNCTION OF TRUNK
 PP1362'HIGHWAY 13 AND LYNN AVENUE IN SAVAGE, AT TRUNK HIGHWAY 13 MILE POINT
 PP1362'93.3, 0.45 MI (0.7 KM) WEST OF POWER LINE CROSSING, 110 FT (33.5 M)
 PP1362'SOUTH OF TRUNK HIGHWAY 13, 58 FT (17.7 M) EAST OF ENTRANCE TO ASIAN
 PP1362'MARKET, 21.8 FT (6.6 M) SOUTH OF FRONTAGE ROAD, 1.0 FT (0.3 M) NORTH
 PP1362'OF A WITNESS POST.
 PP1362
 PP1362                          STATION RECOVERY (2011)
 PP1362
 PP1362'RECOVERY NOTE BY MN DEPT OF TRANSP 2011 (MJA)
 PP1362'IN SAVAGE, 0.35 MILE EAST ALONG TRUNK HIGHWAY 13 FROM THE JUNCTION OF
 PP1362'TRUNK HIGHWAY 13 AND LYNN AVENUE IN SAVAGE, AT TRUNK HIGHWAY 13
 PP1362'MILEPOINT 93.3, 110 FEET SOUTH OF TRUNK HIGHWAY 13, 58 FEET EAST OF
 PP1362'ENTRANCE TO ASIAN MARKET, 21.8 FEET SOUTH OF FRONTAGE ROAD, 1.0 FOOT
 PP1362'NORTH OF WITNESS POST.
 PP1362
 PP1362                          STATION RECOVERY (2013)
 PP1362
 PP1362'RECOVERY NOTE BY MN DEPT OF TRANSP 2013 (KMS)
 PP1362'RECOVERED AS DESCRIBED.
 PP1362
 PP1362                          STATION RECOVERY (2013)
 PP1362
 PP1362'RECOVERY NOTE BY MN DEPT OF TRANSP 2013 (MPP)
 PP1362'IN SAVAGE, 0.35 MILE EAST ALONG TRUNK HIGHWAY 13 FROM THE JUNCTION OF
 PP1362'TRUNK HIGHWAY 13 AND LYNN AVENUE IN SAVAGE, AT TRUNK HIGHWAY 13
 PP1362'MILEPOINT 93.3, 110 FEET SOUTH OF TRUNK HIGHWAY 13, 58 FEET EAST OF
 PP1362'ENTRANCE TO ASIAN MARKET, 21.8 FEET SOUTH OF FRONTAGE ROAD, 1.0 FOOT
 PP1362'NORTH OF WITNESS POST.
 PP1362
 PP1362                          STATION RECOVERY (2014)
 PP1362
 PP1362'RECOVERY NOTE BY MN DEPT OF TRANSP 2014 (DAS)
 PP1362'THE MARK IS LOCATED ABOUT IN SAVAGE, 0.35 MI (0.56 KM) EAST ALONG
 PP1362'TRUNK HIGHWAY 13 FROM THE JUNCTION OF TRUNK HIGHWAY 13 AND LYNN AVENUE
 PP1362'IN SAVAGE, AT TRUNK HIGHWAY 13 MILE POINT 93.3, 110 FT (33.5 M) SOUTH
 PP1362'OF TRUNK HIGHWAY 13, 58 FT (17.7 M) EAST OF ENTRANCE TO ASIAN MARKET,
 PP1362'21.8 FT (6.6 M) SOUTH OF FRONTAGE ROAD, 1.0 FT (0.3 M) NORTH OF A
 PP1362'WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 PP1363 ***********************************************************************
 PP1363  DESIGNATION -  1901 I
 PP1363  PID         -  PP1363
 PP1363  STATE/COUNTY-  MN/DAKOTA
 PP1363  COUNTRY     -  US
 PP1363  USGS QUAD   -  BLOOMINGTON (2019)
 PP1363
 PP1363                         *CURRENT SURVEY CONTROL
 PP1363  ______________________________________________________________________
 PP1363* NAD 83(1986) POSITION- 44 46 37.87   (N) 093 19 21.08   (W)   HD_HELD1
 PP1363* NAVD 88 ORTHO HEIGHT -   222.101 (meters)      728.68  (feet) ADJUSTED
 PP1363  ______________________________________________________________________
 PP1363  GEOID HEIGHT    -        -27.147 (meters)                     GEOID18
 PP1363  DYNAMIC HEIGHT  -        222.095 (meters)      728.66  (feet) COMP
 PP1363  MODELED GRAVITY -    980,582.3   (mgal)                       NAVD 88
 PP1363
 PP1363  VERT ORDER      -  SECOND    CLASS I
 PP1363
 PP1363.The horizontal coordinates were determined by differentially corrected
 PP1363.hand held GPS observations or other comparable positioning techniques
 PP1363.and have an estimated accuracy of +/- 3 meters.
 PP1363
 PP1363.The orthometric height was determined by differential leveling and
 PP1363.adjusted by the NATIONAL GEODETIC SURVEY
 PP1363.in May 2019.
 PP1363
 PP1363.Significant digits in the geoid height do not necessarily reflect accuracy.
 PP1363.GEOID18 height accuracy estimate available here.
 PP1363
 PP1363.Click photographs - Photos may exist for this station.
 PP1363
 PP1363.The dynamic height is computed by dividing the NAVD 88
 PP1363.geopotential number by the normal gravity value computed on the
 PP1363.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP1363.degrees latitude (g = 980.6199 gals.).
 PP1363
 PP1363.The modeled gravity was interpolated from observed gravity values.
 PP1363
 PP1363;                    North         East    Units  Estimated Accuracy
 PP1363;SPC MN S     -   297,689.1     853,619.4     MT  (+/- 3 meters HH1 GPS) 
 PP1363
 PP1363_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK7448158249(NAD 83)
 PP1363
 PP1363                          SUPERSEDED SURVEY CONTROL
 PP1363
 PP1363  NAVD 88 (06/15/91)  222.096  (m)          728.66   (f) SUPERSEDED  2 0
 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
 PP1363.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PP1363.See file dsdata.pdf to determine how the superseded data were derived.
 PP1363
 PP1363_MARKER: DB = BENCH MARK DISK
 PP1363_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 PP1363_STAMPING: 1901 I 1971
 PP1363_MARK LOGO: MNHD
 PP1363_PROJECTION: RECESSED 8 CENTIMETERS
 PP1363_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 PP1363_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PP1363_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PP1363+SATELLITE: SATELLITE OBSERVATIONS - July 12, 2023
 PP1363
 PP1363  HISTORY     - Date     Condition        Report By
 PP1363  HISTORY     - 1971     MONUMENTED       MNHD
 PP1363  HISTORY     - 1972     GOOD             MNDT
 PP1363  HISTORY     - 1980     GOOD             MNDT
 PP1363  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 PP1363  HISTORY     - 20000905 GOOD             USPSQD
 PP1363  HISTORY     - 20070619 GOOD             MNDT
 PP1363  HISTORY     - 20130919 GOOD             MNDT
 PP1363  HISTORY     - 20230712 GOOD             MNDT
 PP1363
 PP1363                          STATION DESCRIPTION
 PP1363
 PP1363'DESCRIBED BY MN DEPT OF TRANSP 1972
 PP1363'1.75 MI W FROM IN BURNSVILLE.
 PP1363'MARK IS LOCATED 1.75 MILES WEST ALONG TH 13 FROM THE JUNCTION OF TH 13
 PP1363'AND FAI 35W IN BURNSVILLE, 0.1 MILE EAST OF A T ROAD NORTH, 118 FEET
 PP1363'NORTH OF AND 1 FOOT LOWER THAN THE CENTERLINE OF WESTBOUND TH 13, 118
 PP1363'FEET WEST OF A POWER POLE, 98 FEET EAST OF A POWER POLE, 53 FEET NORTH
 PP1363'OF THE CENTERLINE OF THE NORTH SERVICE ROAD, 3 FEET SOUTHWEST OF A
 PP1363'STEEL WITNESS POST (ALSO RIGHT OF WAY), IN A 6 FOOT PRECAST CONCRETE
 PP1363'MONUMENT SET FLUSH WITH THE GROUND.  SW 1/4 SECTION 32, T 27N, R 24W.
 PP1363'NOTE-- THIS MARK IS ALSO 0.95 MILES EAST ALONG TH 13 FROM THE JUNCTION
 PP1363'OF TH 13 AND VINE STREET IN SAVAGE, SCOTT COUNTY. SW 1/4 SECTION 32, T
 PP1363'27N, R 24W.
 PP1363
 PP1363                          STATION RECOVERY (1980)
 PP1363
 PP1363'RECOVERY NOTE BY MN DEPT OF TRANSP 1980 (EGS)
 PP1363'THE MARK WAS RECOVERED IN GOOD CONDITION 1.75 MILES WEST ALONG TRUNK
 PP1363'HIGHWAY 13 FROM ITS JUNCTION WITH INTERSTATE 35W, IN THE SW 1/4 OF
 PP1363'SECTION 32, T27N, R24W.  THE MARK IS 118 FEET NORTH OF THE CENTERLINE
 PP1363'OF TRUNK HIGHWAY 13 AT MILEPOINT 95.7, 118 FEET EAST OF BEARD AVENUE,
 PP1363'53 FEET NORTH OF THE CENTERLINE OF THE NORTH FRONTAGE ROAD, 118 FEET
 PP1363'WEST OF A POWER POLE, 98 FEET EAST OF A POWER POLE, AND 3 FEET
 PP1363'SOUTHWEST OF A STEEL WITNESS POST.  THE MARK, A STANDARD MNDT BENCH
 PP1363'MARK DISK STAMPED---1901 I 1971---, IS SET IN THE TOP OF A ROUND 6
 PP1363'FOOT LONG MAGNETIC PRECAST CONCRETE MONUMENT THAT IS FLUSH WITH THE
 PP1363'SURFACE OF THE GROUND.
 PP1363
 PP1363                          STATION RECOVERY (1990)
 PP1363
 PP1363'RECOVERY NOTE BY US POWER SQUADRON 1990 (LAK)
 PP1363'MARK NOT FOUND.
 PP1363
 PP1363                          STATION RECOVERY (2000)
 PP1363
 PP1363'RECOVERY NOTE BY US POWER SQUADRON 2000 (BC)
 PP1363'RECOVERED IN GOOD CONDITION.
 PP1363
 PP1363                          STATION RECOVERY (2007)
 PP1363
 PP1363'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (VWC)
 PP1363'THE MARK IS LOCATED ABOUT 9.0 MI (14.5 KM) SOUTHEAST OF EDEN PRAIRIE,
 PP1363'6.6 MI (10.6 KM) NORTHEAST OF PRIOR LAKE AND 4.6 MI (7.4 KM)
 PP1363'SOUTH-SOUTHWEST OF BLOOMINGTON.
 PP1363'
 PP1363'TO REACH TO THE MARK IN BURNSVILLE, AT TRUNK HIGHWAY 13 MILE POINT
 PP1363'95.7, GO 1.75 MI (2.8 KM) WEST OF THE JUNCTION OF TRUNK HIGHWAY 13 AND
 PP1363'INTERSTATE HIGHWAY 35W, 118 FT (36.0 M) NORTH OF TRUNK HIGHWAY 13, 118
 PP1363'FT (36.0 M) EAST OF BEARD AVENUE, 53 FT (16.2 M) NORTH OF NORTH
 PP1363'FRONTAGE ROAD, 118 FT (36.0 M) WEST OF POWER POLE, 98 FT (29.9 M) EAST
 PP1363'OF POWER POLE, 3.0 FT (0.9 M) SOUTHWEST OF A WITNESS POST.
 PP1363
 PP1363                          STATION RECOVERY (2013)
 PP1363
 PP1363'RECOVERY NOTE BY MN DEPT OF TRANSP 2013 (KMS)
 PP1363'RECOVERED AS DESCRIBED.
 PP1363
 PP1363                          STATION RECOVERY (2023)
 PP1363
 PP1363'RECOVERY NOTE BY MN DEPT OF TRANSP 2023 (MJS)
 PP1363'IN BURNSVILLE, AT TRUNK HIGHWAY 13 MILE POINT 95.7, 1.75 MI (2.82 KM)
 PP1363'WEST OF THE JUNCTION OF TRUNK HIGHWAY 13 AND INTERSTATE HIGHWAY 35W,
 PP1363'118.0 FT (36.0 M) NORTH OF TRUNK HIGHWAY 13, 118.0 FT (36.0 M) EAST OF
 PP1363'BEARD AVENUE, 53.0 FT (16.2 M) NORTH OF THE NORTH FRONTAGE ROAD, 98.0
 PP1363'FT (29.9 M) EAST OF A POWER POLE, 3.2 FT (1.0 M) SOUTHWEST OF A
 PP1363'WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DO4640 ***********************************************************************
 DO4640  DESIGNATION -  1901 L
 DO4640  PID         -  DO4640
 DO4640  STATE/COUNTY-  MN/DAKOTA
 DO4640  COUNTRY     -  US
 DO4640  USGS QUAD   -  SAINT PAUL SW (2019)
 DO4640
 DO4640                         *CURRENT SURVEY CONTROL
 DO4640  ______________________________________________________________________
 DO4640* NAD 83(1986) POSITION- 44 49 12.69   (N) 093 12 31.62   (W)   HD_HELD1
 DO4640* NAVD 88 ORTHO HEIGHT -   239.341 (meters)      785.24  (feet) ADJUSTED
 DO4640  ______________________________________________________________________
 DO4640  GEOID HEIGHT    -        -27.331 (meters)                     GEOID18
 DO4640  DYNAMIC HEIGHT  -        239.332 (meters)      785.21  (feet) COMP
 DO4640  MODELED GRAVITY -    980,570.4   (mgal)                       NAVD 88
 DO4640
 DO4640  VERT ORDER      -  SECOND    CLASS I
 DO4640
 DO4640.The horizontal coordinates were determined by differentially corrected
 DO4640.hand held GPS observations or other comparable positioning techniques
 DO4640.and have an estimated accuracy of +/- 3 meters.
 DO4640
 DO4640.The orthometric height was determined by differential leveling and
 DO4640.adjusted by the NATIONAL GEODETIC SURVEY
 DO4640.in August 2020.
 DO4640
 DO4640.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO4640.GEOID18 height accuracy estimate available here.
 DO4640
 DO4640.Click photographs - Photos may exist for this station.
 DO4640
 DO4640.The dynamic height is computed by dividing the NAVD 88
 DO4640.geopotential number by the normal gravity value computed on the
 DO4640.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO4640.degrees latitude (g = 980.6199 gals.).
 DO4640
 DO4640.The modeled gravity was interpolated from observed gravity values.
 DO4640
 DO4640;                    North         East    Units  Estimated Accuracy
 DO4640;SPC MN S     -   302,548.6     862,574.9     MT  (+/- 3 meters HH1 GPS) 
 DO4640
 DO4640_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK8349362997(NAD 83)
 DO4640
 DO4640                          SUPERSEDED SURVEY CONTROL
 DO4640
 DO4640  NAVD 88 (08/01/13)  239.344  (m)          785.25   (f) SUPERSEDED  2 1
 DO4640
 DO4640.Superseded values are not recommended for survey control.
 DO4640
 DO4640.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DO4640.See file dsdata.pdf to determine how the superseded data were derived.
 DO4640
 DO4640_MARKER: DD = SURVEY DISK
 DO4640_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 DO4640+WITH SETTING: PAVEMENT
 DO4640_SP_SET: SIGNAL LIGHT FOOTING
 DO4640_STAMPING: 1901 L 2010
 DO4640_MARK LOGO: MNDT
 DO4640_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DO4640_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DO4640+STABILITY: SURFACE MOTION
 DO4640_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DO4640+SATELLITE: SATELLITE OBSERVATIONS - July 20, 2023
 DO4640
 DO4640  HISTORY     - Date     Condition        Report By
 DO4640  HISTORY     - 20100310 MONUMENTED       MNDT
 DO4640  HISTORY     - 20110920 GOOD             MNDT
 DO4640  HISTORY     - 20171012 GOOD             MNDT
 DO4640  HISTORY     - 20230720 GOOD             MNDT
 DO4640
 DO4640                          STATION DESCRIPTION
 DO4640
 DO4640'DESCRIBED BY MN DEPT OF TRANSP 2010 (KMS)
 DO4640'THE STATION IS LOCATED ABOUT 16.6 KM (10.3 MI) SOUTH-SOUTHWEST OF
 DO4640'SAINT PAUL, 13.5 KM (8.4 MI) WEST-SOUTHWEST OF INVER GROVE HEIGHTS,
 DO4640'7.4 KM (4.6 MI) EAST-SOUTHEAST OF BLOOMINGTON AND IN EAGAN, MN.
 DO4640'
 DO4640'TO REACH THE STATION FROM THE JUNCTION OF TRUNK HIGHWAY 13 AND TRUNK
 DO4640'HIGHWAY 77 IN EAGAN, GO 0.7 MI (1.1 KM) NORTHEAST ALONG TRUNK HIGHWAY
 DO4640'13 TO MILE POINT 102.65 AND SILVER BELL ROAD INTERSECTION.
 DO4640'
 DO4640'THE STATION IS A DISK SET IN A DRILL HOLE BORED INTO NORTHWEST SIDE OF
 DO4640'A CONCRETE TRAFFIC SIGNAL LIGHT FOOTING IN THE NORTH QUADRANT OF THE
 DO4640'INTERSECTION OF SILVER BELL ROAD WITH TRUNK HIGHWAY 13, 49.6 FT (15.1
 DO4640'M) NORTHWEST OF TRUNK HIGHWAY 13 AND 47.9 FT (14.6 M) NORTHEAST OF
 DO4640'NORTHWEST BOUND SILVER BELL ROAD CENTERLINE.
 DO4640
 DO4640                          STATION RECOVERY (2011)
 DO4640
 DO4640'RECOVERY NOTE BY MN DEPT OF TRANSP 2011 (AKJ)
 DO4640'RECOVERED AS DESCRIBED.
 DO4640
 DO4640                          STATION RECOVERY (2017)
 DO4640
 DO4640'RECOVERY NOTE BY MN DEPT OF TRANSP 2017 (MPP)
 DO4640'RECOVERED AS DESCRIBED.
 DO4640
 DO4640                          STATION RECOVERY (2023)
 DO4640
 DO4640'RECOVERY NOTE BY MN DEPT OF TRANSP 2023 (MJS)
 DO4640'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DO4638 ***********************************************************************
 DO4638  DESIGNATION -  1901 M
 DO4638  PID         -  DO4638
 DO4638  STATE/COUNTY-  MN/DAKOTA
 DO4638  COUNTRY     -  US
 DO4638  USGS QUAD   -  SAINT PAUL SW (2019)
 DO4638
 DO4638                         *CURRENT SURVEY CONTROL
 DO4638  ______________________________________________________________________
 DO4638* NAD 83(1986) POSITION- 44 49 36.6    (N) 093 12 02.8    (W)   HD_HELD2
 DO4638* NAVD 88 ORTHO HEIGHT -   239.512 (meters)      785.80  (feet) ADJUSTED
 DO4638  ______________________________________________________________________
 DO4638  GEOID HEIGHT    -        -27.340 (meters)                     GEOID18
 DO4638  DYNAMIC HEIGHT  -        239.503 (meters)      785.77  (feet) COMP
 DO4638  MODELED GRAVITY -    980,570.9   (mgal)                       NAVD 88
 DO4638
 DO4638  VERT ORDER      -  SECOND    CLASS I
 DO4638
 DO4638.The horizontal coordinates were established by autonomous hand held GPS
 DO4638.observations and have an estimated accuracy of +/- 10 meters.
 DO4638
 DO4638.The orthometric height was determined by differential leveling and
 DO4638.adjusted by the NATIONAL GEODETIC SURVEY
 DO4638.in August 2013.
 DO4638
 DO4638.No vertical observational check was made to the station.
 DO4638
 DO4638.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO4638.GEOID18 height accuracy estimate available here.
 DO4638
 DO4638.Click photographs - Photos may exist for this station.
 DO4638
 DO4638.The dynamic height is computed by dividing the NAVD 88
 DO4638.geopotential number by the normal gravity value computed on the
 DO4638.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO4638.degrees latitude (g = 980.6199 gals.).
 DO4638
 DO4638.The modeled gravity was interpolated from observed gravity values.
 DO4638
 DO4638;                    North         East    Units  Estimated Accuracy
 DO4638;SPC MN S     -   303,293.      863,201.      MT  (+/- 10 meters HH2 GPS)
 DO4638
 DO4638_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK8412863733(NAD 83)
 DO4638
 DO4638                          SUPERSEDED SURVEY CONTROL
 DO4638
 DO4638.No superseded survey control is available for this station.
 DO4638
 DO4638_MARKER: DD = SURVEY DISK
 DO4638_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 DO4638+WITH SETTING: PAVEMENT
 DO4638_SP_SET: LIGHT POLE FOOTING
 DO4638_STAMPING: 1901 M 2010
 DO4638_MARK LOGO: MNDT
 DO4638_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DO4638_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DO4638+STABILITY: SURFACE MOTION
 DO4638_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DO4638+SATELLITE: SATELLITE OBSERVATIONS - July 20, 2023
 DO4638
 DO4638  HISTORY     - Date     Condition        Report By
 DO4638  HISTORY     - 20100310 MONUMENTED       MNDT
 DO4638  HISTORY     - 20110920 GOOD             MNDT
 DO4638  HISTORY     - 20230720 GOOD             MNDT
 DO4638
 DO4638                          STATION DESCRIPTION
 DO4638
 DO4638'DESCRIBED BY MN DEPT OF TRANSP 2010 (KMS)
 DO4638'THE STATION IS LOCATED ABOUT 15.6 KM (9.7 MI) SOUTH-SOUTHWEST OF SAINT
 DO4638'PAUL, 12.7 KM (7.9 MI) WEST OF INVER GROVE HEIGHTS, 7.9 KM (4.9 MI)
 DO4638'EAST-SOUTHEAST OF BLOOMINGTON AND IS FOUND IN EAGAN, MN.
 DO4638'
 DO4638'TO REACH THE STATION FROM THE JUNCTION OF TRUNK HIGHWAY 13 AND TRUNK
 DO4638'HIGHWAY 77 IN EAGAN GO 1.45 MI (2.3 KM) NORTHEAST ALONG TRUNK HIGHWAY
 DO4638'13 TO MILE POINT 103.35, THENCE 0.1 MI (0.2 KM) NORTHEAST ON BLACKHAWK
 DO4638'ROAD, THENCE 0.1 MI (0.2 KM) SOUTH ON ENTRANCE TO MINNESOTA VALLEY
 DO4638'TRANSIT AUTHORITY BUS GARAGE-EAGAN.
 DO4638'
 DO4638'THE STATION IS A DISK SET IN A DRILL HOLE BORED INTO NORTHEAST SIDE OF
 DO4638'A CONCRETE LIGHT POLE FOOTING, 76.4 FT (23.3 M) NORTH-NORTHWEST OF
 DO4638'DOOR E1, 73.9 FT (22.5 M) NORTH-NORTHEAST OF THE NORTHWEST CORNER OF
 DO4638'DOOR E2 AND 0.5 FT (15 CM) NORTHEAST OF A LIGHT POLE.
 DO4638
 DO4638                          STATION RECOVERY (2011)
 DO4638
 DO4638'RECOVERY NOTE BY MN DEPT OF TRANSP 2011 (AKJ)
 DO4638'RECOVERED AS DESCRIBED.
 DO4638
 DO4638                          STATION RECOVERY (2023)
 DO4638
 DO4638'RECOVERY NOTE BY MN DEPT OF TRANSP 2023 (MJS)
 DO4638'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DO4639 ***********************************************************************
 DO4639  DESIGNATION -  1901 N
 DO4639  PID         -  DO4639
 DO4639  STATE/COUNTY-  MN/DAKOTA
 DO4639  COUNTRY     -  US
 DO4639  USGS QUAD   -  SAINT PAUL SW (2019)
 DO4639
 DO4639                         *CURRENT SURVEY CONTROL
 DO4639  ______________________________________________________________________
 DO4639* NAD 83(1986) POSITION- 44 49 37.3    (N) 093 12 03.9    (W)   HD_HELD2
 DO4639* NAVD 88 ORTHO HEIGHT -   239.597 (meters)      786.08  (feet) ADJUSTED
 DO4639  ______________________________________________________________________
 DO4639  GEOID HEIGHT    -        -27.339 (meters)                     GEOID18
 DO4639  DYNAMIC HEIGHT  -        239.587 (meters)      786.05  (feet) COMP
 DO4639  MODELED GRAVITY -    980,571.0   (mgal)                       NAVD 88
 DO4639
 DO4639  VERT ORDER      -  SECOND    CLASS I
 DO4639
 DO4639.The horizontal coordinates were established by autonomous hand held GPS
 DO4639.observations and have an estimated accuracy of +/- 10 meters.
 DO4639
 DO4639.The orthometric height was determined by differential leveling and
 DO4639.adjusted by the NATIONAL GEODETIC SURVEY
 DO4639.in August 2013.
 DO4639
 DO4639.No vertical observational check was made to the station.
 DO4639
 DO4639.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO4639.GEOID18 height accuracy estimate available here.
 DO4639
 DO4639.Click photographs - Photos may exist for this station.
 DO4639
 DO4639.The dynamic height is computed by dividing the NAVD 88
 DO4639.geopotential number by the normal gravity value computed on the
 DO4639.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO4639.degrees latitude (g = 980.6199 gals.).
 DO4639
 DO4639.The modeled gravity was interpolated from observed gravity values.
 DO4639
 DO4639;                    North         East    Units  Estimated Accuracy
 DO4639;SPC MN S     -   303,314.      863,176.      MT  (+/- 10 meters HH2 GPS)
 DO4639
 DO4639_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK8410363755(NAD 83)
 DO4639
 DO4639                          SUPERSEDED SURVEY CONTROL
 DO4639
 DO4639.No superseded survey control is available for this station.
 DO4639
 DO4639_MARKER: DD = SURVEY DISK
 DO4639_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 DO4639+WITH SETTING: PAVEMENT
 DO4639_SP_SET: LIGHT POLE FOOTING
 DO4639_STAMPING: 1901 N 2010
 DO4639_MARK LOGO: MNDT
 DO4639_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DO4639_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DO4639+STABILITY: SURFACE MOTION
 DO4639_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DO4639+SATELLITE: SATELLITE OBSERVATIONS - September 20, 2011
 DO4639
 DO4639  HISTORY     - Date     Condition        Report By
 DO4639  HISTORY     - 20100310 MONUMENTED       MNDT
 DO4639  HISTORY     - 20110920 GOOD             MNDT
 DO4639  HISTORY     - 20230720 MARK NOT FOUND   MNDT
 DO4639
 DO4639                          STATION DESCRIPTION
 DO4639
 DO4639'DESCRIBED BY MN DEPT OF TRANSP 2010 (KMS)
 DO4639'THE STATION IS LOCATED ABOUT 15.6 KM (9.7 MI) SOUTH-SOUTHWEST OF SAINT
 DO4639'PAUL, 12.8 KM (8.0 MI) WEST OF INVER GROVE HEIGHTS, 7.8 KM (4.8 MI)
 DO4639'EAST-SOUTHEAST OF BLOOMINGTON AND IN EAGAN, MN.
 DO4639'
 DO4639'TO REACH THE STATION FROM THE JUNCTION OF TRUNK HIGHWAY 13 AND TRUNK
 DO4639'HIGHWAY 77 IN EAGAN, GO 1.45 MI (2.3 KM) NORTHEAST ALONG TRUNK HIGHWAY
 DO4639'13 TO MILE POINT 103.35, THEN 0.1 MI (0.2 KM) NORTHEAST ON BLACKHAWK
 DO4639'ROAD, THEN 0.1 MI (0.2 KM) SOUTH ON ENTRANCE TO MINNESOTA VALLEY
 DO4639'TRANSIT AUTHORITY BUS GARAGE-EAGAN.
 DO4639'
 DO4639'THE STATION IS A DISK SET IN A DRILL HOLE BORED INTO SOUTHWEST SIDE OF
 DO4639'A CONCRETE LIGHT POLE FOOTING, 72.0 FT (21.9 M) NORTH-NORTHWEST OF
 DO4639'DOOR E10, 74.1 FT (22.6 M) NORTH-NORTHWEST OF THE NORTHEAST CORNER OF
 DO4639'DOOR E9 AND 0.8 FT (0.2 M) NORTH OF A LIGHT POLE.
 DO4639
 DO4639                          STATION RECOVERY (2011)
 DO4639
 DO4639'RECOVERY NOTE BY MN DEPT OF TRANSP 2011 (AKJ)
 DO4639'RECOVERED AS DESCRIBED.
 DO4639
 DO4639                          STATION RECOVERY (2023)
 DO4639
 DO4639'RECOVERY NOTE BY MN DEPT OF TRANSP 2023 (MJS)
 DO4639'THE SURVEY MARK IS ON PRIVATE PROPERTY AND HAS BEEN ABANDONED FOR
 DO4639'MNDOT GEODETIC USE.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DP6869 ***********************************************************************
 DP6869  DESIGNATION -  1901 P
 DP6869  PID         -  DP6869
 DP6869  STATE/COUNTY-  MN/DAKOTA
 DP6869  COUNTRY     -  US
 DP6869  USGS QUAD   -  BLOOMINGTON (2019)
 DP6869
 DP6869                         *CURRENT SURVEY CONTROL
 DP6869  ______________________________________________________________________
 DP6869* NAD 83(1986) POSITION- 44 46 26.94   (N) 093 18 32.05   (W)   HD_HELD1
 DP6869* NAVD 88 ORTHO HEIGHT -   226.152 (meters)      741.97  (feet) ADJUSTED
 DP6869  ______________________________________________________________________
 DP6869  GEOID HEIGHT    -        -27.179 (meters)                     GEOID18
 DP6869  DYNAMIC HEIGHT  -        226.144 (meters)      741.94  (feet) COMP
 DP6869  MODELED GRAVITY -    980,579.0   (mgal)                       NAVD 88
 DP6869
 DP6869  VERT ORDER      -  SECOND    CLASS I
 DP6869
 DP6869.The horizontal coordinates were determined by differentially corrected
 DP6869.hand held GPS observations or other comparable positioning techniques
 DP6869.and have an estimated accuracy of +/- 3 meters.
 DP6869
 DP6869.The orthometric height was determined by differential leveling and
 DP6869.adjusted by the NATIONAL GEODETIC SURVEY
 DP6869.in May 2019.
 DP6869
 DP6869.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP6869.GEOID18 height accuracy estimate available here.
 DP6869
 DP6869.Click photographs - Photos may exist for this station.
 DP6869
 DP6869.The dynamic height is computed by dividing the NAVD 88
 DP6869.geopotential number by the normal gravity value computed on the
 DP6869.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP6869.degrees latitude (g = 980.6199 gals.).
 DP6869
 DP6869.The modeled gravity was interpolated from observed gravity values.
 DP6869
 DP6869;                    North         East    Units  Estimated Accuracy
 DP6869;SPC MN S     -   297,360.8     854,700.2     MT  (+/- 3 meters HH1 GPS) 
 DP6869
 DP6869_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK7555857908(NAD 83)
 DP6869
 DP6869                          SUPERSEDED SURVEY CONTROL
 DP6869
 DP6869  NAVD 88 (09/20/16)  226.148  (m)          741.95   (f) SUPERSEDED  2 1
 DP6869
 DP6869.Superseded values are not recommended for survey control.
 DP6869
 DP6869.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DP6869.See file dsdata.pdf to determine how the superseded data were derived.
 DP6869
 DP6869_MARKER: F = FLANGE-ENCASED ROD
 DP6869_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DP6869_STAMPING: 1901 P 2013
 DP6869_MARK LOGO: MNDT
 DP6869_PROJECTION: FLUSH
 DP6869_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DP6869_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DP6869_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP6869+SATELLITE: SATELLITE OBSERVATIONS - July 12, 2023
 DP6869_ROD/PIPE-DEPTH: 5.5 meters
 DP6869
 DP6869  HISTORY     - Date     Condition        Report By
 DP6869  HISTORY     - 20131015 MONUMENTED       MNDT
 DP6869  HISTORY     - 20230712 GOOD             MNDT
 DP6869
 DP6869                          STATION DESCRIPTION
 DP6869
 DP6869'DESCRIBED BY MN DEPT OF TRANSP 2013
 DP6869'THE STATION IS LOCATED ABOUT 9.7 MI (15.6 KM) SOUTHEAST OF EDEN
 DP6869'PRAIRIE, 7.0 MI (11.3 KM) NORTHEAST OF PRIOR LAKE AND 4.6 MI (7.4 KM)
 DP6869'SOUTH OF BLOOMINGTON.
 DP6869'
 DP6869'TO REACH THE MARK GO 1.05 MI (1.7 KM) WEST ALONG TRUNK HIGHWAY 13 FROM
 DP6869'THE JUNCTION OF TRUNK HIGHWAY 13 AND INTERSTATE HIGHWAY 35W IN
 DP6869'BURNSVILLE, AT TRUNK HIGHWAY 13 MILE POINT 94.3.
 DP6869'
 DP6869'THE MARK IS LOCATED 101.2 FT (30.8 M) NORTH OF WESTBOUND TRUNK HIGHWAY
 DP6869'13 FOGLINE, 32.0 FT (9.8 M) SOUTH OF NORTH FRONTAGE ROAD, 89.5 FT
 DP6869'(27.3 M) WEST OF OLIVER AVENUE EXTENDED, 1.5 FT (0.5 M) SOUTH OF A
 DP6869'WITNESS POST.
 DP6869'
 DP6869'NOTE - THE STATION STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER
 DP6869'ALUMINUM ROD DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION
 DP6869'REMOVABLE DISK SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY
 DP6869'A SIX-INCH PVC PIPE BACK FILLED WITH WASHED SAND.
 DP6869
 DP6869                          STATION RECOVERY (2023)
 DP6869
 DP6869'RECOVERY NOTE BY MN DEPT OF TRANSP 2023 (MJS)
 DP6869'IN BURNSVILLE, 1.05 MI (1.69 KM) WEST ALONG TRUNK HIGHWAY 13 FROM THE
 DP6869'JUNCTION OF TRUNK HIGHWAY 13 AND INTERSTATE HIGHWAY 35W IN BURNSVILLE,
 DP6869'AT TRUNK HIGHWAY 13 MILE POINT 94.3, 101.2 FT (30.8 M) NORTH OF
 DP6869'WESTBOUND TRUNK HIGHWAY 13 FOG LINE, 32.0 FT (9.8 M) SOUTH OF THE
 DP6869'NORTH FRONTAGE ROAD, 89.5 FT (27.3 M) WEST OF OLIVER AVENUE EXTENDED,
 DP6869'3.9 FT (1.2 M) WEST OF THE NORTHWEST CORNER OF UTILITY BOX, 1.5 FT
 DP6869'(0.5 M) SOUTH OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 PP3399 ***********************************************************************
 PP3399  DESIGNATION -  1903 B
 PP3399  PID         -  PP3399
 PP3399  STATE/COUNTY-  MN/DAKOTA
 PP3399  COUNTRY     -  US
 PP3399  USGS QUAD   -  MIESVILLE (2019)
 PP3399
 PP3399                         *CURRENT SURVEY CONTROL
 PP3399  ______________________________________________________________________
 PP3399* NAD 83(2011) POSITION- 44 34 45.95875(N) 092 52 14.51952(W)   ADJUSTED
 PP3399* NAD 83(2011) ELLIP HT-   239.174 (meters)        (07/20/16)   ADJUSTED
 PP3399* NAD 83(2011) EPOCH   -  2010.00
 PP3399* NAVD 88 ORTHO HEIGHT -   268.582 (meters)      881.17  (feet) ADJUSTED
 PP3399  ______________________________________________________________________
 PP3399  GEOID HEIGHT    -        -29.415 (meters)                     GEOID18
 PP3399  NAD 83(2011) X  -   -227,908.459 (meters)                     COMP
 PP3399  NAD 83(2011) Y  - -4,544,976.779 (meters)                     COMP
 PP3399  NAD 83(2011) Z  -  4,454,347.504 (meters)                     COMP
 PP3399  LAPLACE CORR    -         -9.67  (seconds)                    DEFLEC18
 PP3399  DYNAMIC HEIGHT  -        268.544 (meters)      881.05  (feet) COMP
 PP3399  MODELED GRAVITY -    980,469.5   (mgal)                       NAVD 88
 PP3399
 PP3399  VERT ORDER      -  SECOND    CLASS I
 PP3399
 PP3399  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 PP3399  Standards:
 PP3399         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 PP3399            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 PP3399  -------------------------------------------------------------------
 PP3399  NETWORK    0.67   1.33           0.30   0.24   0.68      0.06060745
 PP3399  -------------------------------------------------------------------
 PP3399  Click here for local accuracies and other accuracy information.
 PP3399
 PP3399.The horizontal coordinates were established by GPS observations
 PP3399.and adjusted by the MN DEPT OF TRANSP in July 2016.
 PP3399
 PP3399.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 PP3399.been affixed to the stable North American tectonic plate. See 
 PP3399.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 PP3399
 PP3399.The horizontal coordinates are valid at the epoch date displayed above
 PP3399.which is a decimal equivalence of Year/Month/Day.
 PP3399
 PP3399.The orthometric height was determined by differential leveling and
 PP3399.adjusted by the NATIONAL GEODETIC SURVEY
 PP3399.in June 1995.
 PP3399
 PP3399.Significant digits in the geoid height do not necessarily reflect accuracy.
 PP3399.GEOID18 height accuracy estimate available here.
 PP3399
 PP3399.Click photographs - Photos may exist for this station.
 PP3399
 PP3399.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 PP3399
 PP3399.The Laplace correction was computed from DEFLEC18 derived deflections.
 PP3399
 PP3399.The ellipsoidal height was determined by GPS observations
 PP3399.and is referenced to NAD 83.
 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. The following values were computed from the NAD 83(2011) position.
 PP3399
 PP3399;                    North         East     Units Scale Factor Converg.
 PP3399;SPC MN S     -   276,112.586   889,680.955   MT  0.99992296   +0 47 29.6
 PP3399;SPC MN S     -   905,879.38  2,918,894.93   sFT  0.99992296   +0 47 29.6
 PP3399;UTM  15      - 4,936,240.593   510,265.104   MT  0.99960130   +0 05 26.7
 PP3399
 PP3399!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PP3399!SPC MN S     -   0.99996250  x   0.99992296  =   0.99988546
 PP3399!UTM  15      -   0.99996250  x   0.99960130  =   0.99956382
 PP3399
 PP3399_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWK1026536240(NAD 83)
 PP3399
 PP3399                          SUPERSEDED SURVEY CONTROL
 PP3399
 PP3399.No superseded survey control is available for this station.
 PP3399
 PP3399_MARKER: DV = VERTICAL CONTROL DISK
 PP3399_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 PP3399_STAMPING: 1903 B 1988
 PP3399_MARK LOGO: MNDT
 PP3399_PROJECTION: FLUSH
 PP3399_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 PP3399_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PP3399_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PP3399+SATELLITE: SATELLITE OBSERVATIONS - September 29, 2022
 PP3399_ROD/PIPE-DEPTH: 6.1 meters
 PP3399
 PP3399  HISTORY     - Date     Condition        Report By
 PP3399  HISTORY     - 19880801 MONUMENTED       MNDT
 PP3399  HISTORY     - 20010331 GOOD             NGS
 PP3399  HISTORY     - 20070709 GOOD             MNDT
 PP3399  HISTORY     - 20141027 GOOD             MNDT
 PP3399  HISTORY     - 20160428 GOOD             MNDT
 PP3399  HISTORY     - 20220929 GOOD             MNDT
 PP3399
 PP3399                          STATION DESCRIPTION
 PP3399
 PP3399'DESCRIBED BY MN DEPT OF TRANSP 1988
 PP3399'THE MARK IS LOCATED ABOUT 2.0 MI (3.2 KM) SOUTHWEST OF THE CITY OF
 PP3399'MIESVILLE, 1.1 MI (1.8 KM) WEST ALONG TRUNK HIGHWAY 61 FROM THE WEST
 PP3399'BOUNDARY OF MIESVILLE TO THE JUNCTION OF TRUNK HIGHWAY 50, THENCE WEST
 PP3399'ALONG HIGHWAY 50 FOR 0.1 MI (0.2 KM) TO ITS JUNCTION WITH TRUNK
 PP3399'HIGHWAY 20, THENCE SOUTH-SOUTHWEST ALONG HIGHWAY 20 FOR 1.65 MI
 PP3399'(2.66 KM) AND IN THE SOUTHEAST 1/4 OF SECTION 21, T113N, R17W.  THE
 PP3399'MARK IS 88 FT (26.8 M) WEST-NORTHWEST OF AND ABOUT 1 FT (0.3 M) LOWER
 PP3399'THAN THE CENTERLINE OF HIGHWAY 20 AT MILEPOINT 5.8, 45.8 FT
 PP3399'(14.0 M) WEST OF POWER POLE NUMBER 498, 0.5 FT (0.2 M) NORTH OF AN
 PP3399'EAST-WEST FENCE LINE AND 1.0 FT (0.3 M) EAST OF A STEEL WITNESS POST.
 PP3399'THE MARK, A STANDARD MNDT MAGNETIC ALUMINUM VERTICAL CONTROL
 PP3399'MONUMENT DISK STAMPED---1903 B 1988---, IS FASTENED TO THE TOP OF A
 PP3399'DRIVEN 3/4 INCH DIAMETER BY 20 FOOT LONG ALUMINUM ALLOY ROD AND IS
 PP3399'FLUSH WITH THE SURFACE OF THE GROUND.
 PP3399
 PP3399                          STATION RECOVERY (2001)
 PP3399
 PP3399'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 PP3399'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 PP3399
 PP3399                          STATION RECOVERY (2007)
 PP3399
 PP3399'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (JJB)
 PP3399'THE MARK IS LOCATED ABOUT 6.6 MI (10.6 KM) WEST OF WELCH, 5.3 MI (8.5
 PP3399'KM) NORTH-NORTHEAST OF CANNON FALLS AND 3.2 MI (5.1 KM) WEST-SOUTHWEST
 PP3399'OF MIESVILLE.
 PP3399'
 PP3399'TO REACH TO THE MARK GO 1.65 MI (2.7 KM) SOUTHWEST OF THE JUNCTION OF
 PP3399'TRUNK HIGHWAY 20 AND TRUNK HIGHWAY 50 AT TRUNK HIGHWAY 20 MILE POINT
 PP3399'5.8, 88.0 FT (26.8 M) WEST-NORTHWEST OF TRUNK HIGHWAY 20, 45.8 FT
 PP3399'(14.0 M) WEST OF POWER POLE WITH ANCHOR, 1.0 FT (0.3 M) EAST OF A
 PP3399'WITNESS POST.
 PP3399
 PP3399                          STATION RECOVERY (2014)
 PP3399
 PP3399'RECOVERY NOTE BY MN DEPT OF TRANSP 2014 (KMS)
 PP3399'RECOVERED AS DESCRIBED.
 PP3399
 PP3399                          STATION RECOVERY (2016)
 PP3399
 PP3399'RECOVERY NOTE BY MN DEPT OF TRANSP 2016 (CJS)
 PP3399'RECOVERED AS DESCRIBED.
 PP3399
 PP3399                          STATION RECOVERY (2022)
 PP3399
 PP3399'RECOVERY NOTE BY MN DEPT OF TRANSP 2022 (MJS)
 PP3399'3.4 MI (5.5 KM) SOUTHWEST OF MIESVILLE, 1.65 MI (2.65 KM) SOUTHWEST
 PP3399'ALONG TRUNK HIGHWAY 20 FROM THE JUNCTION OF TRUNK HIGHWAY 20 AND TRUNK
 PP3399'HIGHWAY 50 (THE JUNCTION IS 2.0 MI (3.2 KM) WEST OF MIESVILLE), AT
 PP3399'TRUNK HIGHWAY 20 MILE POINT 5.8, 88.0 FT (26.8 M) WEST-NORTHWEST OF
 PP3399'TRUNK HIGHWAY 20, 45.8 FT (14.0 M) WEST OF A POWER POLE WITH AN
 PP3399'ANCHOR, 1.0 FT (0.3 M) EAST OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 PP3400 ***********************************************************************
 PP3400  DESIGNATION -  1903 C
 PP3400  PID         -  PP3400
 PP3400  STATE/COUNTY-  MN/DAKOTA
 PP3400  COUNTRY     -  US
 PP3400  USGS QUAD   -  MIESVILLE (2019)
 PP3400
 PP3400                         *CURRENT SURVEY CONTROL
 PP3400  ______________________________________________________________________
 PP3400* NAD 83(1986) POSITION- 44 35 27.81   (N) 092 51 49.16   (W)   HD_HELD1
 PP3400* NAVD 88 ORTHO HEIGHT -   284.620 (meters)      933.79  (feet) ADJUSTED
 PP3400  ______________________________________________________________________
 PP3400  GEOID HEIGHT    -        -29.423 (meters)                     GEOID18
 PP3400  DYNAMIC HEIGHT  -        284.580 (meters)      933.66  (feet) COMP
 PP3400  MODELED GRAVITY -    980,469.9   (mgal)                       NAVD 88
 PP3400
 PP3400  VERT ORDER      -  SECOND    CLASS I
 PP3400
 PP3400.The horizontal coordinates were determined by differentially corrected
 PP3400.hand held GPS observations or other comparable positioning techniques
 PP3400.and have an estimated accuracy of +/- 3 meters.
 PP3400
 PP3400.The orthometric height was determined by differential leveling and
 PP3400.adjusted by the NATIONAL GEODETIC SURVEY
 PP3400.in June 1995.
 PP3400
 PP3400.Significant digits in the geoid height do not necessarily reflect accuracy.
 PP3400.GEOID18 height accuracy estimate available here.
 PP3400
 PP3400.Click photographs - Photos may exist for this station.
 PP3400
 PP3400.The dynamic height is computed by dividing the NAVD 88
 PP3400.geopotential number by the normal gravity value computed on the
 PP3400.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP3400.degrees latitude (g = 980.6199 gals.).
 PP3400
 PP3400.The modeled gravity was interpolated from observed gravity values.
 PP3400
 PP3400;                    North         East    Units  Estimated Accuracy
 PP3400;SPC MN S     -   277,412.0     890,222.4     MT  (+/- 3 meters HH1 GPS) 
 PP3400
 PP3400_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWK1082237532(NAD 83)
 PP3400
 PP3400                          SUPERSEDED SURVEY CONTROL
 PP3400
 PP3400.No superseded survey control is available for this station.
 PP3400
 PP3400_MARKER: DV = VERTICAL CONTROL DISK
 PP3400_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 PP3400_STAMPING: 1903 C 1988
 PP3400_MARK LOGO: MNDT
 PP3400_PROJECTION: FLUSH
 PP3400_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 PP3400_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PP3400_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 PP3400+SATELLITE: SATELLITE OBSERVATIONS - September 29, 2022
 PP3400_ROD/PIPE-DEPTH: 4.0 meters
 PP3400
 PP3400  HISTORY     - Date     Condition        Report By
 PP3400  HISTORY     - 1988     MONUMENTED       MNDT
 PP3400  HISTORY     - 20010331 GOOD             NGS
 PP3400  HISTORY     - 20070709 GOOD             MNDT
 PP3400  HISTORY     - 20141027 GOOD             MNDT
 PP3400  HISTORY     - 20220929 GOOD             MNDT
 PP3400
 PP3400                          STATION DESCRIPTION
 PP3400
 PP3400'DESCRIBED BY MN DEPT OF TRANSP 1988
 PP3400'THE MARK IS LOCATED ABOUT 1.5 MI (2.4 KM) WEST OF THE CITY OF
 PP3400'MIESVILLE, 1.1 MI (1.8 KM) WEST ALONG TRUNK HIGHWAY 61 FROM THE WEST
 PP3400'BOUNDARY OF MIESVILLE TO THE JUNCTION OF TRUNK HIGHWAY 50, THENCE WEST
 PP3400'ALONG HIGHWAY 50 FOR 0.1 MI (0.2 KM) TO ITS JUNCTION WITH TRUNK
 PP3400'HIGHWAY 20, THENCE 0.75 MI (1.21 KM) SOUTH-SOUTHWEST ALONG HIGHWAY
 PP3400'20, IN THE SOUTHWEST 1/4 OF SECTION 16, T113N, R17W.  THE MARK IS
 PP3400'49.0 FT (14.9 M) EAST-SOUTHEAST OF AND ABOUT 7.5 FT (2.3 M) LOWER
 PP3400'THAN THE CENTERLINE OF HIGHWAY 20 AT MILEPOINT 6.7, 104.6 FT
 PP3400'(31.9 M) SOUTH-SOUTHWEST OF THE CENTER OF A FIELD ENTRANCE AND
 PP3400'DRIVEWAY EAST, 4.5 FT (1.4 M) NORTH OF A POWER POLE AND 1.0 FT
 PP3400'(0.3 M) WEST OF A STEEL WITNESS POST.  THE MARK, A STANDARD MNDT
 PP3400'MAGNETIC ALUMINUM VERTICAL CONTROL MONUMENT DISK STAMPED---1903 C
 PP3400'1988---, IS FASTENED TO THE TOP OF A 3/4 INCH BY 13 FOOT LONG
 PP3400'ALUMINUM ALLOY ROD DRIVEN TO SPECIFICATIONS AND IS FLUSH WITH THE
 PP3400'SURFACE OF THE GROUND.
 PP3400
 PP3400                          STATION RECOVERY (2001)
 PP3400
 PP3400'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 PP3400'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 PP3400
 PP3400                          STATION RECOVERY (2007)
 PP3400
 PP3400'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (PJG)
 PP3400'THE MARK IS LOCATED ABOUT 6.4 MI (10.3 KM) WEST-NORTHWEST OF WELCH,
 PP3400'6.1 MI (9.8 KM) NORTH-NORTHEAST OF CANNON FALLS AND 2.6 MI (4.2 KM)
 PP3400'WEST-SOUTHWEST OF MIESVILLE.
 PP3400'
 PP3400'TO REACH TO THE MARK GO 0.75 MI (1.2 KM) SOUTH-SOUTHWEST OF THE
 PP3400'JUNCTION OF TRUNK HIGHWAY 20 AND TRUNK HIGHWAY 50 AT TRUNK HIGHWAY 20
 PP3400'MILE POINT 6.7, 49.0 FT (14.9 M) EAST-SOUTHEAST OF TRUNK HIGHWAY 20,
 PP3400'104.6 FT (31.9 M) SOUTH-SOUTHWEST OF ENTRANCE EAST, 4.5 FT (1.4 M)
 PP3400'NORTH OF POWER POLE WITH ANCHOR, 1.0 FT (0.3 M) WEST OF A WITNESS
 PP3400'POST.
 PP3400
 PP3400                          STATION RECOVERY (2014)
 PP3400
 PP3400'RECOVERY NOTE BY MN DEPT OF TRANSP 2014 (KMS)
 PP3400'RECOVERED AS DESCRIBED.
 PP3400
 PP3400                          STATION RECOVERY (2022)
 PP3400
 PP3400'RECOVERY NOTE BY MN DEPT OF TRANSP 2022 (MJS)
 PP3400'2.5 MI (4.0 KM) WEST OF MIESVILLE, 0.75 MI (1.21 KM) SOUTH-SOUTHWEST
 PP3400'ALONG TRUNK HIGHWAY 20 FROM THE JUNCTION OF TRUNK HIGHWAY 20 AND TRUNK
 PP3400'HIGHWAY 50 (THE JUNCTION IS 2.0 MI (3.2 KM) WEST OF MIESVILLE), AT
 PP3400'TRUNK HIGHWAY 20 MILE POINT 6.7, 104.6 FT (31.9 M) SOUTH-SOUTHWEST OF
 PP3400'A FIELD ENTRANCE, 49.0 FT (14.9 M) EAST-SOUTHEAST OF TRUNK HIGHWAY 20,
 PP3400'4.5 FT (1.4 M) EAST-NORTHEAST OF A POWER POLE WITH AN ANCHOR, 1.0 FT
 PP3400'(0.3 M) SOUTH OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DQ1066 ***********************************************************************
 DQ1066  DESIGNATION -  1903 D
 DQ1066  PID         -  DQ1066
 DQ1066  STATE/COUNTY-  MN/DAKOTA
 DQ1066  COUNTRY     -  US
 DQ1066  USGS QUAD   -  MIESVILLE (2019)
 DQ1066
 DQ1066                         *CURRENT SURVEY CONTROL
 DQ1066  ______________________________________________________________________
 DQ1066* NAD 83(2011) POSITION- 44 34 11.38499(N) 092 52 28.66885(W)   ADJUSTED
 DQ1066* NAD 83(2011) ELLIP HT-   238.226 (meters)        (07/20/16)   ADJUSTED
 DQ1066* NAD 83(2011) EPOCH   -  2010.00
 DQ1066* NAVD 88 ORTHO HEIGHT -   267.630 (meters)      878.05  (feet) ADJUSTED
 DQ1066  ______________________________________________________________________
 DQ1066  GEOID HEIGHT    -        -29.413 (meters)                     GEOID18
 DQ1066  NAD 83(2011) X  -   -228,257.766 (meters)                     COMP
 DQ1066  NAD 83(2011) Y  - -4,545,708.554 (meters)                     COMP
 DQ1066  NAD 83(2011) Z  -  4,453,586.597 (meters)                     COMP
 DQ1066  LAPLACE CORR    -         -9.70  (seconds)                    DEFLEC18
 DQ1066  DYNAMIC HEIGHT  -        267.591 (meters)      877.92  (feet) COMP
 DQ1066  MODELED GRAVITY -    980,468.6   (mgal)                       NAVD 88
 DQ1066
 DQ1066  VERT ORDER      -  SECOND    CLASS I
 DQ1066
 DQ1066  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DQ1066  Standards:
 DQ1066         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DQ1066            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DQ1066  -------------------------------------------------------------------
 DQ1066  NETWORK    0.68   1.39           0.31   0.24   0.71      0.03270939
 DQ1066  -------------------------------------------------------------------
 DQ1066  Click here for local accuracies and other accuracy information.
 DQ1066
 DQ1066.The horizontal coordinates were established by GPS observations
 DQ1066.and adjusted by the MN DEPT OF TRANSP in July 2016.
 DQ1066
 DQ1066.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DQ1066.been affixed to the stable North American tectonic plate. See 
 DQ1066.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DQ1066
 DQ1066.The horizontal coordinates are valid at the epoch date displayed above
 DQ1066.which is a decimal equivalence of Year/Month/Day.
 DQ1066
 DQ1066.The orthometric height was determined by differential leveling and
 DQ1066.adjusted by the NATIONAL GEODETIC SURVEY
 DQ1066.in September 2016.
 DQ1066
 DQ1066.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ1066.GEOID18 height accuracy estimate available here.
 DQ1066
 DQ1066.Click photographs - Photos may exist for this station.
 DQ1066
 DQ1066.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DQ1066
 DQ1066.The Laplace correction was computed from DEFLEC18 derived deflections.
 DQ1066
 DQ1066.The ellipsoidal height was determined by GPS observations
 DQ1066.and is referenced to NAD 83.
 DQ1066
 DQ1066.The dynamic height is computed by dividing the NAVD 88
 DQ1066.geopotential number by the normal gravity value computed on the
 DQ1066.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ1066.degrees latitude (g = 980.6199 gals.).
 DQ1066
 DQ1066.The modeled gravity was interpolated from observed gravity values.
 DQ1066
 DQ1066. The following values were computed from the NAD 83(2011) position.
 DQ1066
 DQ1066;                    North         East     Units Scale Factor Converg.
 DQ1066;SPC MN S     -   275,041.254   889,383.543   MT  0.99992275   +0 47 19.7
 DQ1066;SPC MN S     -   902,364.51  2,917,919.17   sFT  0.99992275   +0 47 19.7
 DQ1066;UTM  15      - 4,935,173.323   509,954.711   MT  0.99960122   +0 05 16.7
 DQ1066
 DQ1066!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DQ1066!SPC MN S     -   0.99996265  x   0.99992275  =   0.99988540
 DQ1066!UTM  15      -   0.99996265  x   0.99960122  =   0.99956388
 DQ1066
 DQ1066_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWK0995435173(NAD 83)
 DQ1066
 DQ1066                          SUPERSEDED SURVEY CONTROL
 DQ1066
 DQ1066.No superseded survey control is available for this station.
 DQ1066
 DQ1066_MARKER: I = METAL ROD
 DQ1066_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DQ1066_STAMPING: 1903 D 2014
 DQ1066_MARK LOGO: MNDT
 DQ1066_PROJECTION: RECESSED 5 CENTIMETERS
 DQ1066_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DQ1066_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ1066_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ1066+SATELLITE: SATELLITE OBSERVATIONS - September 29, 2022
 DQ1066_ROD/PIPE-DEPTH: 7.3 meters
 DQ1066
 DQ1066  HISTORY     - Date     Condition        Report By
 DQ1066  HISTORY     - 20141113 MONUMENTED       MNDT
 DQ1066  HISTORY     - 20160428 GOOD             MNDT
 DQ1066  HISTORY     - 20220929 GOOD             MNDT
 DQ1066
 DQ1066                          STATION DESCRIPTION
 DQ1066
 DQ1066'DESCRIBED BY MN DEPT OF TRANSP 2014
 DQ1066'THE STATION IS LOCATED ABOUT 6.7 MI (10.8 KM) WEST OF WELCH, 4.6 MI
 DQ1066'(7.4 KM) NORTH-NORTHEAST OF CANNON FALLS AND 3.7 MI (6.0 KM) SOUTHWEST
 DQ1066'OF MIESVILLE.
 DQ1066'
 DQ1066'TO REACH THE MARK GO 2.35 MI (3.8 KM) SOUTHWEST ALONG TRUNK HIGHWAY 20
 DQ1066'FROM THE JUNCTION OF TRUNK HIGHWAY 20 AND TRUNK HIGHWAY 50 (JUNCTION
 DQ1066'IS 2.0 MI (3.2 KM) WEST OF MIESVILLE), AT TRUNK HIGHWAY 20 MILE POINT
 DQ1066'5.15.
 DQ1066'
 DQ1066'THE MARK IS LOCATED 41.2 FT (12.6 M) WEST-NORTHWEST OF TRUNK HIGHWAY
 DQ1066'20, 56.6 FT (17.3 M) SOUTH-SOUTHWEST OF DRIVEWAY, 1.5 FT (0.5 M)
 DQ1066'NORTH-NORTHEAST OF A WITNESS POST.
 DQ1066'
 DQ1066'NOTE - THE STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM
 DQ1066'ROD DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION REMOVABLE
 DQ1066'DISK SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH
 DQ1066'PVC PIPE BACK FILLED WITH WASHED SAND.
 DQ1066
 DQ1066                          STATION RECOVERY (2016)
 DQ1066
 DQ1066'RECOVERY NOTE BY MN DEPT OF TRANSP 2016 (CJS)
 DQ1066'RECOVERED AS DESCRIBED.
 DQ1066
 DQ1066                          STATION RECOVERY (2022)
 DQ1066
 DQ1066'RECOVERY NOTE BY MN DEPT OF TRANSP 2022 (MJS)
 DQ1066'3.7 MI (6.0 KM) SOUTHWEST OF MIESVILLE, 2.35 MI (3.78 KM) SOUTHWEST
 DQ1066'ALONG TRUNK HIGHWAY 20 FROM THE JUNCTION OF TRUNK HIGHWAY 20 AND TRUNK
 DQ1066'HIGHWAY 50 (THE JUNCTION IS 2.0 MI (3.2 KM) WEST OF MIESVILLE), AT
 DQ1066'TRUNK HIGHWAY 20 MILE POINT 5.15, 41.2 FT (12.6 M) WEST-NORTHWEST OF
 DQ1066'TRUNK HIGHWAY 20, 56.6 FT (17.3 M) SOUTH-SOUTHWEST OF A DRIVEWAY, 1.5
 DQ1066'FT (0.5 M) NORTH-NORTHEAST OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 PP3341 ***********************************************************************
 PP3341  DESIGNATION -  1904 A
 PP3341  PID         -  PP3341
 PP3341  STATE/COUNTY-  MN/DAKOTA
 PP3341  COUNTRY     -  US
 PP3341  USGS QUAD   -  FARMINGTON (2019)
 PP3341
 PP3341                         *CURRENT SURVEY CONTROL
 PP3341  ______________________________________________________________________
 PP3341* NAD 83(1986) POSITION- 44 37 50.08   (N) 093 07 54.18   (W)   HD_HELD1
 PP3341* NAVD 88 ORTHO HEIGHT -   274.627 (meters)      901.01  (feet) ADJUSTED
 PP3341  ______________________________________________________________________
 PP3341  GEOID HEIGHT    -        -28.228 (meters)                     GEOID18
 PP3341  DYNAMIC HEIGHT  -        274.598 (meters)      900.91  (feet) COMP
 PP3341  MODELED GRAVITY -    980,503.8   (mgal)                       NAVD 88
 PP3341
 PP3341  VERT ORDER      -  SECOND    CLASS I
 PP3341
 PP3341.The horizontal coordinates were determined by differentially corrected
 PP3341.hand held GPS observations or other comparable positioning techniques
 PP3341.and have an estimated accuracy of +/- 3 meters.
 PP3341
 PP3341.The orthometric height was determined by differential leveling and
 PP3341.adjusted by the NATIONAL GEODETIC SURVEY
 PP3341.in June 1995.
 PP3341
 PP3341.Significant digits in the geoid height do not necessarily reflect accuracy.
 PP3341.GEOID18 height accuracy estimate available here.
 PP3341
 PP3341.Click photographs - Photos may exist for this station.
 PP3341
 PP3341.The dynamic height is computed by dividing the NAVD 88
 PP3341.geopotential number by the normal gravity value computed on the
 PP3341.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP3341.degrees latitude (g = 980.6199 gals.).
 PP3341
 PP3341.The modeled gravity was interpolated from observed gravity values.
 PP3341
 PP3341;                    North         East    Units  Estimated Accuracy
 PP3341;SPC MN S     -   281,542.0     868,893.4     MT  (+/- 3 meters HH1 GPS) 
 PP3341
 PP3341_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK8955241922(NAD 83)
 PP3341
 PP3341                          SUPERSEDED SURVEY CONTROL
 PP3341
 PP3341.No superseded survey control is available for this station.
 PP3341
 PP3341_MARKER: DB = BENCH MARK DISK
 PP3341_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 PP3341_STAMPING: 1904 A 1985
 PP3341_MARK LOGO: MNHD
 PP3341_PROJECTION: RECESSED 5 CENTIMETERS
 PP3341_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 PP3341_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PP3341_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PP3341+SATELLITE: SATELLITE OBSERVATIONS - October 28, 2022
 PP3341
 PP3341  HISTORY     - Date     Condition        Report By
 PP3341  HISTORY     - 1985     MONUMENTED       MNDT
 PP3341  HISTORY     - 1985     GOOD             MNDT
 PP3341  HISTORY     - 19920121 GOOD             MNDT
 PP3341  HISTORY     - 20010331 GOOD             NGS
 PP3341  HISTORY     - 20061028 GOOD             USPSQD
 PP3341  HISTORY     - 20070702 GOOD             MNDT
 PP3341  HISTORY     - 20141021 GOOD             MNDT
 PP3341  HISTORY     - 20221028 GOOD             MNDT
 PP3341
 PP3341                          STATION DESCRIPTION
 PP3341
 PP3341'DESCRIBED BY MN DEPT OF TRANSP 1985
 PP3341'IN FARMINGTON.
 PP3341'THE MARK IS LOCATED IN THE CITY OF FARMINGTON IN THE NORTHWEST 1/4 OF
 PP3341'SECTION 5, T113N, R19W, 0.25 MILE EAST ALONG TRUNK HIGHWAY 50 FROM
 PP3341'ITS JUNCTION WITH TRUNK HIGHWAY 3 IN FARMINGTON AT HIGHWAY 50
 PP3341'MILEPOINT 10.95, 29.5 FEET SOUTH OF AND ABOUT 2 FEET LOWER THAN THE
 PP3341'LEVEL OF THE CENTERLINE OF HIGHWAY 50, 136.1 FEET EAST OF A CORNER
 PP3341'FENCE POST (CYCLONE FENCE), 67.0 FEET NORTHWEST OF A FLAGPOLE, 5.3
 PP3341'FEET WEST OF A POWER AND TELEPHONE POLE, AND 0.6 FOOT NORTH OF A
 PP3341'STEEL WITNESS POST.  THE MARK A STANDARD BRASS MNDT BENCH MARK DISK
 PP3341'SET IN 1975 AND STAMPED---1904 A 1985---IN 1985, IS SET IN THE TOP OF
 PP3341'A PRE-CAST CONCRETE POST AND FLUSH WITH THE GROUND.  THE MARK IS
 PP3341'MAGNETIC.
 PP3341
 PP3341                          STATION RECOVERY (1992)
 PP3341
 PP3341'RECOVERY NOTE BY MN DEPT OF TRANSP 1992 (HTS)
 PP3341'RECOVERED AS DESCRIBED.
 PP3341
 PP3341                          STATION RECOVERY (2001)
 PP3341
 PP3341'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 PP3341'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 PP3341
 PP3341                          STATION RECOVERY (2006)
 PP3341
 PP3341'RECOVERY NOTE BY US POWER SQUADRON 2006 (AEH)
 PP3341'RECOVERED IN GOOD CONDITION.
 PP3341
 PP3341                          STATION RECOVERY (2007)
 PP3341
 PP3341'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (VWC)
 PP3341'THE MARK IS LOCATED ABOUT 7.7 MI (12.4 KM) SOUTHWEST OF COATES, 6.1 MI
 PP3341'(9.8 KM) NORTH OF CASTLE ROCK AND 0.9 MI (1.4 KM) SOUTHEAST OF
 PP3341'FARMINGTON.
 PP3341'
 PP3341'TO REACH TO THE MARK AT FARMINGTON, AT TRUNK HIGHWAY 50 MILE POINT
 PP3341'10.95, 0.25 MI (0.4 KM) EAST OF THE JUNCTION OF TRUNK HIGHWAY 50 AND
 PP3341'TRUNK HIGHWAY 3, 29.5 FT (9.0 M) SOUTH OF TRUNK HIGHWAY 50, 136.1 FT
 PP3341'(41.5 M) EAST OF CORNER FENCE POST, 67.0 FT (20.4 M) NORTHWEST OF
 PP3341'FLAGPOLE, 5.0 FT (1.5 M) WEST POWER POLE WITH TWO ANCHORS, 0.6 FT (0.2
 PP3341'M) NORTH OF A WITNESS POST.
 PP3341
 PP3341                          STATION RECOVERY (2014)
 PP3341
 PP3341'RECOVERY NOTE BY MN DEPT OF TRANSP 2014 (MAS)
 PP3341'RECOVERED AS DESCRIBED.
 PP3341
 PP3341                          STATION RECOVERY (2022)
 PP3341
 PP3341'RECOVERY NOTE BY MN DEPT OF TRANSP 2022 (MJS)
 PP3341'IN FARMINGTON, AT TRUNK HIGHWAY 50 MILE POINT 10.95, 0.25 MI (0.40 KM)
 PP3341'EAST ALONG TRUNK HIGHWAY 50 FROM THE JUNCTION OF TRUNK HIGHWAY 50 AND
 PP3341'TRUNK HIGHWAY 3, IN FARMINGTON, 29.5 FT (9.0 M) SOUTH OF TRUNK HIGHWAY
 PP3341'50, 67.0 FT (20.4 M) NORTHWEST OF A FLAGPOLE, 5.0 FT (1.5 M) WEST A
 PP3341'POWER POLE WITH TWO ANCHORS, 0.6 FT (18 CM) NORTH OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DQ1040 ***********************************************************************
 DQ1040  DESIGNATION -  1904 AA
 DQ1040  PID         -  DQ1040
 DQ1040  STATE/COUNTY-  MN/DAKOTA
 DQ1040  COUNTRY     -  US
 DQ1040  USGS QUAD   -  COATES (2019)
 DQ1040
 DQ1040                         *CURRENT SURVEY CONTROL
 DQ1040  ______________________________________________________________________
 DQ1040* NAD 83(2011) POSITION- 44 37 50.47663(N) 093 06 57.40959(W)   ADJUSTED
 DQ1040* NAD 83(2011) ELLIP HT-   243.372 (meters)        (07/20/16)   ADJUSTED
 DQ1040* NAD 83(2011) EPOCH   -  2010.00
 DQ1040* NAVD 88 ORTHO HEIGHT -   271.667 (meters)      891.29  (feet) ADJUSTED
 DQ1040  ______________________________________________________________________
 DQ1040  GEOID HEIGHT    -        -28.289 (meters)                     GEOID18
 DQ1040  NAD 83(2011) X  -   -247,143.253 (meters)                     COMP
 DQ1040  NAD 83(2011) Y  - -4,539,968.777 (meters)                     COMP
 DQ1040  NAD 83(2011) Z  -  4,458,405.711 (meters)                     COMP
 DQ1040  LAPLACE CORR    -         -9.83  (seconds)                    DEFLEC18
 DQ1040  DYNAMIC HEIGHT  -        271.638 (meters)      891.20  (feet) COMP
 DQ1040  MODELED GRAVITY -    980,503.3   (mgal)                       NAVD 88
 DQ1040
 DQ1040  VERT ORDER      -  SECOND    CLASS I
 DQ1040
 DQ1040  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DQ1040  Standards:
 DQ1040         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DQ1040            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DQ1040  -------------------------------------------------------------------
 DQ1040  NETWORK    0.57   1.10           0.26   0.19   0.56      0.11139982
 DQ1040  -------------------------------------------------------------------
 DQ1040  Click here for local accuracies and other accuracy information.
 DQ1040
 DQ1040.The horizontal coordinates were established by GPS observations
 DQ1040.and adjusted by the MN DEPT OF TRANSP in July 2016.
 DQ1040
 DQ1040.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DQ1040.been affixed to the stable North American tectonic plate. See 
 DQ1040.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DQ1040
 DQ1040.The horizontal coordinates are valid at the epoch date displayed above
 DQ1040.which is a decimal equivalence of Year/Month/Day.
 DQ1040
 DQ1040.The orthometric height was determined by differential leveling and
 DQ1040.adjusted by the NATIONAL GEODETIC SURVEY
 DQ1040.in September 2016.
 DQ1040
 DQ1040.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ1040.GEOID18 height accuracy estimate available here.
 DQ1040
 DQ1040.Click photographs - Photos may exist for this station.
 DQ1040
 DQ1040.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DQ1040
 DQ1040.The Laplace correction was computed from DEFLEC18 derived deflections.
 DQ1040
 DQ1040.The ellipsoidal height was determined by GPS observations
 DQ1040.and is referenced to NAD 83.
 DQ1040
 DQ1040.The dynamic height is computed by dividing the NAVD 88
 DQ1040.geopotential number by the normal gravity value computed on the
 DQ1040.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ1040.degrees latitude (g = 980.6199 gals.).
 DQ1040
 DQ1040.The modeled gravity was interpolated from observed gravity values.
 DQ1040
 DQ1040. The following values were computed from the NAD 83(2011) position.
 DQ1040
 DQ1040;                    North         East     Units Scale Factor Converg.
 DQ1040;SPC MN S     -   281,567.629   870,144.441   MT  0.99992457   +0 37 10.8
 DQ1040;SPC MN S     -   923,776.46  2,854,798.89   sFT  0.99992457   +0 37 10.8
 DQ1040;UTM  15      - 4,941,932.382   490,803.080   MT  0.99960104   -0 04 53.2
 DQ1040
 DQ1040!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DQ1040!SPC MN S     -   0.99996184  x   0.99992457  =   0.99988642
 DQ1040!UTM  15      -   0.99996184  x   0.99960104  =   0.99956290
 DQ1040
 DQ1040_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK9080341932(NAD 83)
 DQ1040
 DQ1040                          SUPERSEDED SURVEY CONTROL
 DQ1040
 DQ1040.No superseded survey control is available for this station.
 DQ1040
 DQ1040_MARKER: F = FLANGE-ENCASED ROD
 DQ1040_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DQ1040_STAMPING: 1904 AA 2015
 DQ1040_MARK LOGO: MNDT
 DQ1040_PROJECTION: RECESSED 5 CENTIMETERS
 DQ1040_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DQ1040_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ1040_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ1040+SATELLITE: SATELLITE OBSERVATIONS - October 28, 2022
 DQ1040_ROD/PIPE-DEPTH: 13.4 meters
 DQ1040
 DQ1040  HISTORY     - Date     Condition        Report By
 DQ1040  HISTORY     - 20150331 MONUMENTED       MNDT
 DQ1040  HISTORY     - 20160427 GOOD             MNDT
 DQ1040  HISTORY     - 20221028 GOOD             MNDT
 DQ1040
 DQ1040                          STATION DESCRIPTION
 DQ1040
 DQ1040'DESCRIBED BY MN DEPT OF TRANSP 2015
 DQ1040'THE STATION IS LOCATED ABOUT 7.2 MI (11.6 KM) SOUTHWEST OF COATES, 6.3
 DQ1040'MI (10.1 KM) NORTH-NORTHEAST OF CASTLE ROCK AND 1.5 MI (2.4 KM)
 DQ1040'EAST-SOUTHEAST OF FARMINGTON.
 DQ1040'
 DQ1040'TO REACH THE MARK GO 1.0 MI (1.6 KM) EAST OF FARMINGTON, 1.0 MI (1.6
 DQ1040'KM) EAST ALONG TRUNK HIGHWAY 50 FROM THE JUNCTION OF TRUNK HIGHWAY 50
 DQ1040'AND TRUNK HIGHWAY 3 IN FARMINGTON, AT TRUNK HIGHWAY 50 MILE POINT
 DQ1040'11.75.
 DQ1040'
 DQ1040'THE MARK IS LOCATED 37.3 FT (11.4 M) NORTH OF TRUNK HIGHWAY 50, 39.2
 DQ1040'FT (11.9 M) EAST OF A FIELD ENTRANCE, 1.5 FT (0.5 M) EAST OF A WITNESS
 DQ1040'POST.
 DQ1040'
 DQ1040'NOTE - THE STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM
 DQ1040'ROD DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION REMOVABLE
 DQ1040'DISK SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH
 DQ1040'PVC PIPE BACK FILLED WITH WASHED SAND.
 DQ1040
 DQ1040                          STATION RECOVERY (2016)
 DQ1040
 DQ1040'RECOVERY NOTE BY MN DEPT OF TRANSP 2016 (DJH)
 DQ1040'RECOVERED AS DESCRIBED.
 DQ1040
 DQ1040                          STATION RECOVERY (2022)
 DQ1040
 DQ1040'RECOVERY NOTE BY MN DEPT OF TRANSP 2022 (MJS)
 DQ1040'IN FARMINGTON, 1.0 MI (1.6 KM) EAST OF FARMINGTON, 1.0 MI (1.6 KM)
 DQ1040'EAST ALONG TRUNK HIGHWAY 50 FROM THE JUNCTION OF TRUNK HIGHWAY 50 AND
 DQ1040'TRUNK HIGHWAY 3 IN FARMINGTON, AT TRUNK HIGHWAY 50 MILE POINT 11.75,
 DQ1040'37.3 FT (11.4 M) NORTH OF TRUNK HIGHWAY 50, 39.2 FT (11.9 M) EAST OF A
 DQ1040'FIELD ENTRANCE, 1.5 FT (0.5 M) EAST OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 PP3342 ***********************************************************************
 PP3342  DESIGNATION -  1904 B
 PP3342  PID         -  PP3342
 PP3342  STATE/COUNTY-  MN/DAKOTA
 PP3342  COUNTRY     -  US
 PP3342  USGS QUAD   -  COATES (2019)
 PP3342
 PP3342                         *CURRENT SURVEY CONTROL
 PP3342  ______________________________________________________________________
 PP3342* NAD 83(1986) POSITION- 44 37 49.90   (N) 093 07 17.02   (W)   HD_HELD1
 PP3342* NAVD 88 ORTHO HEIGHT -   272.858 (meters)      895.20  (feet) ADJUSTED
 PP3342  ______________________________________________________________________
 PP3342  GEOID HEIGHT    -        -28.268 (meters)                     GEOID18
 PP3342  DYNAMIC HEIGHT  -        272.829 (meters)      895.11  (feet) COMP
 PP3342  MODELED GRAVITY -    980,503.4   (mgal)                       NAVD 88
 PP3342
 PP3342  VERT ORDER      -  SECOND    CLASS I
 PP3342
 PP3342.The horizontal coordinates were determined by differentially corrected
 PP3342.hand held GPS observations or other comparable positioning techniques
 PP3342.and have an estimated accuracy of +/- 3 meters.
 PP3342
 PP3342.The orthometric height was determined by differential leveling and
 PP3342.adjusted by the NATIONAL GEODETIC SURVEY
 PP3342.in September 2016.
 PP3342
 PP3342.Significant digits in the geoid height do not necessarily reflect accuracy.
 PP3342.GEOID18 height accuracy estimate available here.
 PP3342
 PP3342.Click photographs - Photos may exist for this station.
 PP3342
 PP3342.The dynamic height is computed by dividing the NAVD 88
 PP3342.geopotential number by the normal gravity value computed on the
 PP3342.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP3342.degrees latitude (g = 980.6199 gals.).
 PP3342
 PP3342.The modeled gravity was interpolated from observed gravity values.
 PP3342
 PP3342;                    North         East    Units  Estimated Accuracy
 PP3342;SPC MN S     -   281,545.2     869,712.4     MT  (+/- 3 meters HH1 GPS) 
 PP3342
 PP3342_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK9037041915(NAD 83)
 PP3342
 PP3342                          SUPERSEDED SURVEY CONTROL
 PP3342
 PP3342  NAVD 88 (06/23/95)  272.797  (m)          895.00   (f) SUPERSEDED  2 1
 PP3342
 PP3342.Superseded values are not recommended for survey control.
 PP3342
 PP3342.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PP3342.See file dsdata.pdf to determine how the superseded data were derived.
 PP3342
 PP3342_MARKER: DB = BENCH MARK DISK
 PP3342_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 PP3342_STAMPING: 1904 B 1985
 PP3342_MARK LOGO: MNHD
 PP3342_PROJECTION: PROJECTING 20 CENTIMETERS
 PP3342_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 PP3342_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PP3342_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 PP3342+SATELLITE: SATELLITE OBSERVATIONS - October 28, 2022
 PP3342
 PP3342  HISTORY     - Date     Condition        Report By
 PP3342  HISTORY     - 1985     MONUMENTED       MNDT
 PP3342  HISTORY     - 1985     GOOD             MNDT
 PP3342  HISTORY     - 20010331 GOOD             NGS
 PP3342  HISTORY     - 20061028 GOOD             USPSQD
 PP3342  HISTORY     - 20070702 POOR             MNDT
 PP3342  HISTORY     - 20141021 GOOD             MNDT
 PP3342  HISTORY     - 20221028 GOOD             MNDT
 PP3342
 PP3342                          STATION DESCRIPTION
 PP3342
 PP3342'DESCRIBED BY MN DEPT OF TRANSP 1985
 PP3342'0.2 MI EAST FROM FARMINGTON.
 PP3342'THE MARK IS LOCATED IN THE CITY OF FARMINGTON IN THE NE 1/4 OF
 PP3342'SECTION 5, T113N, R19W, 0.8 MILE EAST ALONG TRUNK HIGHWAY 50 FROM ITS
 PP3342'JUNCTION WITH TRUNK HIGHWAY 3 IN FARMINGTON, 30.0 FEET SOUTH OF AND
 PP3342'ABOUT 3 FEET LOWER OF THE CENTERLINE OF HIGHWAY 50 AT MILEPOINT 11.5,
 PP3342'175 FEET EAST OF THE CENTER OF AN ENTRANCE, 4.6 FEET WEST NORTHWEST
 PP3342'OF A POWER AND TRANSFORMER POLE, AND 0.6 FEET NORTH OF A STEEL
 PP3342'WITNESS POST.  THE MARK, A STANDARD BRASS MNDT BENCH MARK DISK SET IN
 PP3342'1975 AND STAMPED---1904 B 1985---IN 1985, IS SET IN THE TOP OF A
 PP3342'PRE-CAST CONCRETE POST AND PROJECTS 0.3 FOOT ABOVE THE GROUND.  THE
 PP3342'MARK IS MAGNETIC.
 PP3342
 PP3342                          STATION RECOVERY (2001)
 PP3342
 PP3342'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 PP3342'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 PP3342
 PP3342                          STATION RECOVERY (2006)
 PP3342
 PP3342'RECOVERY NOTE BY US POWER SQUADRON 2006 (AEH)
 PP3342'RECOVERED IN GOOD CONDITION.
 PP3342
 PP3342                          STATION RECOVERY (2007)
 PP3342
 PP3342'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (VWC)
 PP3342'THE MARK IS LOCATED ABOUT 7.4 MI (11.9 KM) SOUTHWEST OF COATES, 6.2 MI
 PP3342'(10.0 KM) NORTH-NORTHEAST OF CASTLE ROCK AND 1.3 MI (2.1 KM)
 PP3342'EAST-SOUTHEAST OF FARMINGTON.
 PP3342'
 PP3342'TO REACH TO THE MARK AT FARMINGTON, AT TRUNK HIGHWAY 50 MILE POINT
 PP3342'11.5, GO 0.8 MI (1.3 KM) EAST OF THE JUNCTION OF TRUNK HIGHWAY 50 AND
 PP3342'TRUNK HIGHWAY 3, 30.0 FT (9.1 M) SOUTH OF TRUNK HIGHWAY 50, 175 FT
 PP3342'(53.3 M) EAST OF AN ENTRANCE, 4.6 FT (1.4 M) WEST-NORTHWEST OF POWER
 PP3342'POLE, 14.2 FT (4.3 M) NORTH NORTHWEST OF ELECTRICAL BOX, 0.6 FT (0.2
 PP3342'M) NORTH OF A WITNESS POST.
 PP3342
 PP3342                          STATION RECOVERY (2014)
 PP3342
 PP3342'RECOVERY NOTE BY MN DEPT OF TRANSP 2014 (MAS)
 PP3342'RECOVERED AS DESCRIBED.
 PP3342
 PP3342                          STATION RECOVERY (2022)
 PP3342
 PP3342'RECOVERY NOTE BY MN DEPT OF TRANSP 2022 (MJS)
 PP3342'IN FARMINGTON, AT TRUNK HIGHWAY 50 MILE POINT 11.5, 0.8 MI (1.3 KM)
 PP3342'EAST ALONG TRUNK HIGHWAY 50 FROM THE JUNCTION OF TRUNK HIGHWAY 50 AND
 PP3342'TRUNK HIGHWAY 3 IN FARMINGTON, 30.0 FT (9.1 M) SOUTH OF TRUNK HIGHWAY
 PP3342'50, 175.0 FT (53.3 M) EAST OF AN ENTRANCE TO A GOLF COURSE, 4.6 FT
 PP3342'(1.4 M) WEST-NORTHWEST OF A POWER POLE, 14.2 FT (4.3 M)
 PP3342'NORTH-NORTHWEST OF AN ELECTRICAL BOX, 0.6 FT (18 CM) NORTH OF A
 PP3342'WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 PP3343 ***********************************************************************
 PP3343  DESIGNATION -  1904 C
 PP3343  PID         -  PP3343
 PP3343  STATE/COUNTY-  MN/DAKOTA
 PP3343  COUNTRY     -  US
 PP3343  USGS QUAD   -  COATES (2019)
 PP3343
 PP3343                         *CURRENT SURVEY CONTROL
 PP3343  ______________________________________________________________________
 PP3343* NAD 83(1986) POSITION- 44 37 49.52   (N) 093 05 46.16   (W)   HD_HELD1
 PP3343* NAVD 88 ORTHO HEIGHT -   275.012 (meters)      902.27  (feet) ADJUSTED
 PP3343  ______________________________________________________________________
 PP3343  GEOID HEIGHT    -        -28.365 (meters)                     GEOID18
 PP3343  DYNAMIC HEIGHT  -        274.982 (meters)      902.17  (feet) COMP
 PP3343  MODELED GRAVITY -    980,502.7   (mgal)                       NAVD 88
 PP3343
 PP3343  VERT ORDER      -  SECOND    CLASS I
 PP3343
 PP3343.The horizontal coordinates were determined by differentially corrected
 PP3343.hand held GPS observations or other comparable positioning techniques
 PP3343.and have an estimated accuracy of +/- 3 meters.
 PP3343
 PP3343.The orthometric height was determined by differential leveling and
 PP3343.adjusted by the NATIONAL GEODETIC SURVEY
 PP3343.in June 1995.
 PP3343
 PP3343.Significant digits in the geoid height do not necessarily reflect accuracy.
 PP3343.GEOID18 height accuracy estimate available here.
 PP3343
 PP3343.Click photographs - Photos may exist for this station.
 PP3343
 PP3343.The dynamic height is computed by dividing the NAVD 88
 PP3343.geopotential number by the normal gravity value computed on the
 PP3343.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP3343.degrees latitude (g = 980.6199 gals.).
 PP3343
 PP3343.The modeled gravity was interpolated from observed gravity values.
 PP3343
 PP3343;                    North         East    Units  Estimated Accuracy
 PP3343;SPC MN S     -   281,555.3     871,715.0     MT  (+/- 3 meters HH1 GPS) 
 PP3343
 PP3343_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK9237241900(NAD 83)
 PP3343
 PP3343                          SUPERSEDED SURVEY CONTROL
 PP3343
 PP3343.No superseded survey control is available for this station.
 PP3343
 PP3343_MARKER: DB = BENCH MARK DISK
 PP3343_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 PP3343_STAMPING: 1904 C 1985
 PP3343_MARK LOGO: MNHD
 PP3343_PROJECTION: FLUSH
 PP3343_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 PP3343_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PP3343_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 PP3343+SATELLITE: SATELLITE OBSERVATIONS - October 28, 2022
 PP3343
 PP3343  HISTORY     - Date     Condition        Report By
 PP3343  HISTORY     - 1985     MONUMENTED       MNDT
 PP3343  HISTORY     - 1985     GOOD             MNDT
 PP3343  HISTORY     - 20010331 GOOD             NGS
 PP3343  HISTORY     - 20061028 GOOD             USPSQD
 PP3343  HISTORY     - 20070702 GOOD             MNDT
 PP3343  HISTORY     - 20141021 GOOD             MNDT
 PP3343  HISTORY     - 20221028 GOOD             MNDT
 PP3343
 PP3343                          STATION DESCRIPTION
 PP3343
 PP3343'DESCRIBED BY MN DEPT OF TRANSP 1985
 PP3343'1.4 MI EAST FROM FARMINGTON.
 PP3343'THE MARK IS LOCATED ABOUT 1-1/2 MILES EAST OF THE CITY OF FARMINGTON
 PP3343'IN THE NORTHEAST 1/4 OF SECTION 4, T113N, R19W, 2.05 MILES EAST ALONG
 PP3343'TRUNK HIGHWAY 50 FROM ITS JUNCTION WITH TRUNK HIGHWAY 3 IN
 PP3343'FARMINGTON, 29.5 FEET SOUTH OF AND ABOUT 1 FOOT HIGHER THAN THE
 PP3343'CENTERLINE OF HIGHWAY 50 AT MILEPOINT 12.75, 20 FEET WEST OF THE
 PP3343'CENTER OF AN ENTRANCE, 9.8 FEET NORTHEAST OF A CORNER FENCE POST, 3.7
 PP3343'FEET SOUTHEAST OF A POWER POLE, AND 0.7 FOOT NORTH OF A STEEL WITNESS
 PP3343'POST.  THE MARK, A STANDARD BRASS MNDT BENCH MARK DISK SET IN 1975
 PP3343'AND STAMPED---1904 C 1985---IN 1985, IS SET IN THE TOP OF A MAGNETIC
 PP3343'PRE-CAST CONCRETE MONUMENT AND FLUSH WITH THE GROUND.
 PP3343
 PP3343                          STATION RECOVERY (2001)
 PP3343
 PP3343'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 PP3343'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 PP3343
 PP3343                          STATION RECOVERY (2006)
 PP3343
 PP3343'RECOVERY NOTE BY US POWER SQUADRON 2006 (AEH)
 PP3343'RECOVERED IN GOOD CONDITION.
 PP3343
 PP3343                          STATION RECOVERY (2007)
 PP3343
 PP3343'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (VWC)
 PP3343'THE MARK IS LOCATED ABOUT 6.7 MI (10.8 KM) SOUTH-SOUTHWEST OF COATES,
 PP3343'6.6 MI (10.6 KM) NORTH-NORTHEAST OF CASTLE ROCK AND 2.4 MI (3.9 KM)
 PP3343'EAST-SOUTHEAST OF FARMINGTON.
 PP3343'
 PP3343'TO REACH TO THE MARK GO 1.5 MI (2.4 KM) EAST OF FARMINGTON, AT TRUNK
 PP3343'HIGHWAY 50 MILE POINT 12.75, 2.05 MI (3.3 KM) EAST OF THE JUNCTION OF
 PP3343'TRUNK HIGHWAY 50 AND TRUNK HIGHWAY 3, 29.5 FT (9.0 M) SOUTH OF TRUNK
 PP3343'HIGHWAY 50, 20 FT (6.1 M) WEST OF AN ENTRANCE, 9.8 FT (3.0 M)
 PP3343'NORTHEAST OF CORNER FENCE POST, 3.7 FT (1.1 M) SOUTHEAST OF POWER
 PP3343'POLE, 0.7 FT (0.2 M) NORTH OF A WITNESS POST.
 PP3343
 PP3343                          STATION RECOVERY (2014)
 PP3343
 PP3343'RECOVERY NOTE BY MN DEPT OF TRANSP 2014 (MAS)
 PP3343'RECOVERED AS DESCRIBED.
 PP3343
 PP3343                          STATION RECOVERY (2022)
 PP3343
 PP3343'RECOVERY NOTE BY MN DEPT OF TRANSP 2022 (MJS)
 PP3343'1.5 MI (2.4 KM) EAST OF FARMINGTON, AT TRUNK HIGHWAY 50 MILE POINT
 PP3343'12.75, 2.05 MI (3.30 KM) EAST ALONG TRUNK HIGHWAY 50 FROM THE JUNCTION
 PP3343'OF TRUNK HIGHWAY 50 AND TRUNK HIGHWAY 3 IN FARMINGTON, 29.5 FT (9.0 M)
 PP3343'SOUTH OF TRUNK HIGHWAY 50, 20.0 FT (6.1 M) WEST OF DRIVEWAY NUMBER
 PP3343'1560, 9.8 FT (3.0 M) NORTHEAST OF A CORNER FENCE POST, 3.7 FT (1.1 M)
 PP3343'WEST OF A POWER POLE, 0.7 FT (21 CM) NORTH OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 PP3346 ***********************************************************************
 PP3346  DESIGNATION -  1904 G
 PP3346  PID         -  PP3346
 PP3346  STATE/COUNTY-  MN/DAKOTA
 PP3346  COUNTRY     -  US
 PP3346  USGS QUAD   -  COATES (2019)
 PP3346
 PP3346                         *CURRENT SURVEY CONTROL
 PP3346  ______________________________________________________________________
 PP3346* NAD 83(1986) POSITION- 44 37 48.68   (N) 093 01 30.41   (W)   HD_HELD1
 PP3346* NAVD 88 ORTHO HEIGHT -   271.498 (meters)      890.74  (feet) ADJUSTED
 PP3346  ______________________________________________________________________
 PP3346  GEOID HEIGHT    -        -28.645 (meters)                     GEOID18
 PP3346  DYNAMIC HEIGHT  -        271.467 (meters)      890.64  (feet) COMP
 PP3346  MODELED GRAVITY -    980,496.7   (mgal)                       NAVD 88
 PP3346
 PP3346  VERT ORDER      -  SECOND    CLASS I
 PP3346
 PP3346.The horizontal coordinates were determined by differentially corrected
 PP3346.hand held GPS observations or other comparable positioning techniques
 PP3346.and have an estimated accuracy of +/- 3 meters.
 PP3346
 PP3346.The orthometric height was determined by differential leveling and
 PP3346.adjusted by the NATIONAL GEODETIC SURVEY
 PP3346.in June 1995.
 PP3346
 PP3346.Significant digits in the geoid height do not necessarily reflect accuracy.
 PP3346.GEOID18 height accuracy estimate available here.
 PP3346
 PP3346.Click photographs - Photos may exist for this station.
 PP3346
 PP3346.The dynamic height is computed by dividing the NAVD 88
 PP3346.geopotential number by the normal gravity value computed on the
 PP3346.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP3346.degrees latitude (g = 980.6199 gals.).
 PP3346
 PP3346.The modeled gravity was interpolated from observed gravity values.
 PP3346
 PP3346;                    North         East    Units  Estimated Accuracy
 PP3346;SPC MN S     -   281,594.1     877,351.9     MT  (+/- 3 meters HH1 GPS) 
 PP3346
 PP3346_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK9800741870(NAD 83)
 PP3346
 PP3346                          SUPERSEDED SURVEY CONTROL
 PP3346
 PP3346.No superseded survey control is available for this station.
 PP3346
 PP3346_MARKER: DB = BENCH MARK DISK
 PP3346_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 PP3346_SP_SET: BOX CULVERT
 PP3346_STAMPING: 1904 G 1975
 PP3346_MARK LOGO: MNHD
 PP3346_MAGNETIC: N = NO MAGNETIC MATERIAL
 PP3346_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PP3346+STABILITY: SURFACE MOTION
 PP3346_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 PP3346+SATELLITE: SATELLITE OBSERVATIONS - October 19, 2022
 PP3346
 PP3346  HISTORY     - Date     Condition        Report By
 PP3346  HISTORY     - 1985     MONUMENTED       MNDT
 PP3346  HISTORY     - 1985     GOOD             MNDT
 PP3346  HISTORY     - 20010331 GOOD             NGS
 PP3346  HISTORY     - 20061028 GOOD             USPSQD
 PP3346  HISTORY     - 20070626 GOOD             MNDT
 PP3346  HISTORY     - 20141021 GOOD             MNDT
 PP3346  HISTORY     - 20221019 GOOD             MNDT
 PP3346
 PP3346                          STATION DESCRIPTION
 PP3346
 PP3346'DESCRIBED BY MN DEPT OF TRANSP 1985
 PP3346'2.3 MI NW FROM HAMPTON.
 PP3346'THE MARK IS LOCATED ABOUT 2-1/4 MILES NORTHWEST OF THE CITY OF
 PP3346'HAMPTON NEAR THE NORTH 1/4 CORNER OF SECTION 6, T113N, R18W, 2.75
 PP3346'MILES NORTHWEST ALONG TRUNK HIGHWAY 50 FROM ITS JUNCTION WITH TRUNK
 PP3346'HIGHWAY 52 NEAR THE SOUTH EDGE OF HAMPTON, 19.5 FEET SOUTH OF AND
 PP3346'ABOUT 2 FEET LOWER THAN THE CENTERLINE OF HIGHWAY 50 AT MILEPOINT
 PP3346'16.2.  THE MARK, A STANDARD BRASS MNDT BENCH MARK DISK SET IN 1975
 PP3346'AND STAMPED---1904 G 1985---IN 1985, IS SET IN THE HEADWALL AT THE
 PP3346'SOUTHEAST CORNER OF A BOX CULVERT UNDER THE HIGHWAY.
 PP3346
 PP3346                          STATION RECOVERY (2001)
 PP3346
 PP3346'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 PP3346'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 PP3346
 PP3346                          STATION RECOVERY (2006)
 PP3346
 PP3346'RECOVERY NOTE BY US POWER SQUADRON 2006 (BC)
 PP3346'RECOVERED IN GOOD CONDITION.
 PP3346
 PP3346                          STATION RECOVERY (2007)
 PP3346
 PP3346'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (VWC)
 PP3346'THE MARK IS LOCATED ABOUT 6.0 MI (9.7 KM) SOUTH OF COATES, 5.9 MI (9.5
 PP3346'KM) EAST OF FARMINGTON AND 4.2 MI (6.8 KM) SOUTHWEST OF VERMILLION.
 PP3346'
 PP3346'TO REACH TO THE MARK GO 2.25 MI (3.6 KM) NORTHWEST OF HAMPTON, AT
 PP3346'TRUNK HIGHWAY 50 MILE POINT 16.2, 2.75 MI (4.4 KM) NORTHWEST OF THE
 PP3346'JUNCTION OF TRUNK HIGHWAY 50 AND TRUNK HIGHWAY 52, IN SOUTHEAST CORNER
 PP3346'OF TRUNK HIGHWAY 50 BOX CULVERT, 19.5 FT (5.9 M) SOUTH OF TRUNK
 PP3346'HIGHWAY 50.
 PP3346
 PP3346                          STATION RECOVERY (2014)
 PP3346
 PP3346'RECOVERY NOTE BY MN DEPT OF TRANSP 2014 (MAS)
 PP3346'RECOVERED AS DESCRIBED.
 PP3346
 PP3346                          STATION RECOVERY (2022)
 PP3346
 PP3346'RECOVERY NOTE BY MN DEPT OF TRANSP 2022 (MJS)
 PP3346'1.85 MI (2.98 KM) NORTHWEST OF HAMPTON, AT TRUNK HIGHWAY 50 MILE POINT
 PP3346'16.2, 2.75 MI (4.42 KM) NORTHWEST OF THE JUNCTION OF TRUNK HIGHWAY 50
 PP3346'AND TRUNK HIGHWAY 52, IN THE SOUTHEAST CORNER OF A TRUNK HIGHWAY 50
 PP3346'BOX CULVERT, 19.5 FT (5.9 M) SOUTH OF TRUNK HIGHWAY 50.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 PP3347 ***********************************************************************
 PP3347  DESIGNATION -  1904 H
 PP3347  PID         -  PP3347
 PP3347  STATE/COUNTY-  MN/DAKOTA
 PP3347  COUNTRY     -  US
 PP3347  USGS QUAD   -  RANDOLPH (2019)
 PP3347
 PP3347                         *CURRENT SURVEY CONTROL
 PP3347  ______________________________________________________________________
 PP3347* NAD 83(1986) POSITION- 44 37 02.56   (N) 093 00 32.37   (W)   HD_HELD1
 PP3347* NAVD 88 ORTHO HEIGHT -   288.365 (meters)      946.08  (feet) ADJUSTED
 PP3347  ______________________________________________________________________
 PP3347  GEOID HEIGHT    -        -28.747 (meters)                     GEOID18
 PP3347  DYNAMIC HEIGHT  -        288.330 (meters)      945.96  (feet) COMP
 PP3347  MODELED GRAVITY -    980,489.5   (mgal)                       NAVD 88
 PP3347
 PP3347  VERT ORDER      -  SECOND    CLASS I
 PP3347
 PP3347.The horizontal coordinates were determined by differentially corrected
 PP3347.hand held GPS observations or other comparable positioning techniques
 PP3347.and have an estimated accuracy of +/- 3 meters.
 PP3347
 PP3347.The orthometric height was determined by differential leveling and
 PP3347.adjusted by the NATIONAL GEODETIC SURVEY
 PP3347.in June 1995.
 PP3347
 PP3347.Significant digits in the geoid height do not necessarily reflect accuracy.
 PP3347.GEOID18 height accuracy estimate available here.
 PP3347
 PP3347.Click photographs - Photos may exist for this station.
 PP3347
 PP3347.The dynamic height is computed by dividing the NAVD 88
 PP3347.geopotential number by the normal gravity value computed on the
 PP3347.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP3347.degrees latitude (g = 980.6199 gals.).
 PP3347
 PP3347.The modeled gravity was interpolated from observed gravity values.
 PP3347
 PP3347;                    North         East    Units  Estimated Accuracy
 PP3347;SPC MN S     -   280,186.1     878,648.3     MT  (+/- 3 meters HH1 GPS) 
 PP3347
 PP3347_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK9928640447(NAD 83)
 PP3347
 PP3347                          SUPERSEDED SURVEY CONTROL
 PP3347
 PP3347.No superseded survey control is available for this station.
 PP3347
 PP3347_MARKER: DB = BENCH MARK DISK
 PP3347_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 PP3347_SP_SET: BOX CULVERT
 PP3347_STAMPING: 1904 H 1975
 PP3347_MARK LOGO: MNHD
 PP3347_MAGNETIC: N = NO MAGNETIC MATERIAL
 PP3347_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PP3347+STABILITY: SURFACE MOTION
 PP3347_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 PP3347+SATELLITE: SATELLITE OBSERVATIONS - October 19, 2022
 PP3347
 PP3347  HISTORY     - Date     Condition        Report By
 PP3347  HISTORY     - 1975     MONUMENTED       MNHD
 PP3347  HISTORY     - 1985     GOOD             MNDT
 PP3347  HISTORY     - 20010331 GOOD             NGS
 PP3347  HISTORY     - 20021228 GOOD             USPSQD
 PP3347  HISTORY     - 20050328 GOOD             USPSQD
 PP3347  HISTORY     - 20061028 GOOD             USPSQD
 PP3347  HISTORY     - 20070626 GOOD             MNDT
 PP3347  HISTORY     - 20141021 GOOD             MNDT
 PP3347  HISTORY     - 20221019 GOOD             MNDT
 PP3347
 PP3347                          STATION DESCRIPTION
 PP3347
 PP3347'DESCRIBED BY MN DEPT OF TRANSP 1985
 PP3347'IN HAMPTON.
 PP3347'THE MARK IS LOCATED NEAR THE NORTH LIMITS OF THE CITY OF HAMPTON, IN
 PP3347'THE NORTHWEST 1/4 OF SECTION 8, T113N, R18W, 1.6 MILE NORTHWEST ALONG
 PP3347'TRUNK HIGHWAY 50 FROM ITS JUNCTION WITH TRUNK HIGHWAY 52 NEAR THE
 PP3347'SOUTH LIMITS OF HAMPTON, 18.O FEET NORTHEAST OF AND ABOUT 1 FOOT
 PP3347'LOWER THAN THE CENTERLINE OF HIGHWAY 50 AT MILEPOINT 17.45.  THE
 PP3347'MARK, A STANDARD BRASS MNDT BENCH MARK DISK STAMPED---1904 H 1975---,
 PP3347'IS SET IN THE HEADWALL AT THE SOUTHEAST CORNER OF A BOX CULVERT UNDER
 PP3347'THE HIGHWAY.
 PP3347
 PP3347                          STATION RECOVERY (2001)
 PP3347
 PP3347'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 PP3347'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 PP3347
 PP3347                          STATION RECOVERY (2002)
 PP3347
 PP3347'RECOVERY NOTE BY US POWER SQUADRON 2002 (CTK)
 PP3347'RECOVERED IN GOOD CONDITION.
 PP3347
 PP3347                          STATION RECOVERY (2005)
 PP3347
 PP3347'RECOVERY NOTE BY US POWER SQUADRON 2005 (ATD)
 PP3347'RECOVERED IN GOOD CONDITION AS DESCRIBED IN 1985. SPSPS ATD.
 PP3347
 PP3347                          STATION RECOVERY (2006)
 PP3347
 PP3347'RECOVERY NOTE BY US POWER SQUADRON 2006 (BC)
 PP3347'WITNESS POST HAS BEEN REMOVED
 PP3347
 PP3347                          STATION RECOVERY (2007)
 PP3347
 PP3347'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (VWC)
 PP3347'THE MARK IS LOCATED ABOUT 6.8 MI (10.9 KM) EAST-SOUTHEAST OF
 PP3347'FARMINGTON, 6.3 MI (10.1 KM) NORTH OF RANDOLPH AND 4.4 MI (7.1 KM)
 PP3347'SOUTH-SOUTHWEST OF VERMILLION.
 PP3347'
 PP3347'TO REACH TO THE MARK AT NORTH EDGE OF HAMPTON, AT TRUNK HIGHWAY 50
 PP3347'MILE POINT 17.45, GO 1.6 MI (2.6 KM) WEST OF THE JUNCTION OF TRUNK
 PP3347'HIGHWAY 50 AND TRUNK HIGHWAY 52, IN SOUTHEAST CORNER OF TRUNK HIGHWAY
 PP3347'50 CULVERT, 125 FT (38.1 M) SOUTH OF DRIVE TO HAMPTON SPORTSMAN'S
 PP3347'CLUB, 18.0 FT (5.5 M) NORTHEAST OF TRUNK HIGHWAY 50.
 PP3347
 PP3347                          STATION RECOVERY (2014)
 PP3347
 PP3347'RECOVERY NOTE BY MN DEPT OF TRANSP 2014 (MAD)
 PP3347'RECOVERED AS DESCRIBED.
 PP3347
 PP3347                          STATION RECOVERY (2022)
 PP3347
 PP3347'RECOVERY NOTE BY MN DEPT OF TRANSP 2022 (MJS)
 PP3347'0.5 MI (0.8 KM) NORTH OF HAMPTON, AT TRUNK HIGHWAY 50 MILE POINT
 PP3347'17.45, 1.6 MI (2.6 KM) WEST OF THE JUNCTION OF TRUNK HIGHWAY 50 AND
 PP3347'TRUNK HIGHWAY 52 IN HAMPTON, 125.0 FT (38.1 M) SOUTH OF A DRIVE TO THE
 PP3347'HAMPTON SPORTSMAN'S CLUB, 18.0 FT (5.5 M) NORTHEAST OF TRUNK HIGHWAY
 PP3347'50, IN THE SOUTHEAST CORNER OF A TRUNK HIGHWAY 50 CULVERT.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 PP3349 ***********************************************************************
 PP3349  DESIGNATION -  1904 K
 PP3349  PID         -  PP3349
 PP3349  STATE/COUNTY-  MN/DAKOTA
 PP3349  COUNTRY     -  US
 PP3349  USGS QUAD   -  RANDOLPH (2019)
 PP3349
 PP3349                         *CURRENT SURVEY CONTROL
 PP3349  ______________________________________________________________________
 PP3349* NAD 83(1986) POSITION- 44 36 10.28   (N) 092 59 59.10   (W)   HD_HELD1
 PP3349* NAVD 88 ORTHO HEIGHT -   292.214 (meters)      958.71  (feet) ADJUSTED
 PP3349  ______________________________________________________________________
 PP3349  GEOID HEIGHT    -        -28.823 (meters)                     GEOID18
 PP3349  DYNAMIC HEIGHT  -        292.178 (meters)      958.59  (feet) COMP
 PP3349  MODELED GRAVITY -    980,485.8   (mgal)                       NAVD 88
 PP3349
 PP3349  VERT ORDER      -  SECOND    CLASS I
 PP3349
 PP3349.The horizontal coordinates were determined by differentially corrected
 PP3349.hand held GPS observations or other comparable positioning techniques
 PP3349.and have an estimated accuracy of +/- 3 meters.
 PP3349
 PP3349.The orthometric height was determined by differential leveling and
 PP3349.adjusted by the NATIONAL GEODETIC SURVEY
 PP3349.in September 2016.
 PP3349
 PP3349.Significant digits in the geoid height do not necessarily reflect accuracy.
 PP3349.GEOID18 height accuracy estimate available here.
 PP3349
 PP3349.Click photographs - Photos may exist for this station.
 PP3349
 PP3349.The dynamic height is computed by dividing the NAVD 88
 PP3349.geopotential number by the normal gravity value computed on the
 PP3349.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP3349.degrees latitude (g = 980.6199 gals.).
 PP3349
 PP3349.The modeled gravity was interpolated from observed gravity values.
 PP3349
 PP3349;                    North         East    Units  Estimated Accuracy
 PP3349;SPC MN S     -   278,581.5     879,401.4     MT  (+/- 3 meters HH1 GPS) 
 PP3349
 PP3349_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWK0001938834(NAD 83)
 PP3349
 PP3349                          SUPERSEDED SURVEY CONTROL
 PP3349
 PP3349  NAVD 88 (06/23/95)  292.216  (m)          958.71   (f) SUPERSEDED  2 1
 PP3349
 PP3349.Superseded values are not recommended for survey control.
 PP3349
 PP3349.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PP3349.See file dsdata.pdf to determine how the superseded data were derived.
 PP3349
 PP3349_MARKER: DV = VERTICAL CONTROL DISK
 PP3349_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 PP3349_SP_SET: BOX CULVERT
 PP3349_STAMPING: 1904 K 1985
 PP3349_MARK LOGO: MNDT
 PP3349_MAGNETIC: N = NO MAGNETIC MATERIAL
 PP3349_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PP3349+STABILITY: SURFACE MOTION
 PP3349_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 PP3349+SATELLITE: SATELLITE OBSERVATIONS - October 19, 2022
 PP3349
 PP3349  HISTORY     - Date     Condition        Report By
 PP3349  HISTORY     - 1985     MONUMENTED       MNDT
 PP3349  HISTORY     - 19880808 GOOD             MNDT
 PP3349  HISTORY     - 20010331 GOOD             NGS
 PP3349  HISTORY     - 20021228 GOOD             USPSQD
 PP3349  HISTORY     - 20050328 GOOD             USPSQD
 PP3349  HISTORY     - 20061028 GOOD             USPSQD
 PP3349  HISTORY     - 20070702 GOOD             MNDT
 PP3349  HISTORY     - 20141021 GOOD             MNDT
 PP3349  HISTORY     - 20221019 GOOD             MNDT
 PP3349
 PP3349                          STATION DESCRIPTION
 PP3349
 PP3349'DESCRIBED BY MN DEPT OF TRANSP 1985
 PP3349'IN HAMPTON.
 PP3349'THE MARK IS LOCATED IN THE CITY OF HAMPTON IN THE SOUTHEAST 1/4 OF
 PP3349'SECTION 8, T113N, R18W, 0.4 MILE NORTHWEST ALONG TRUNK HIGHWAY 50
 PP3349'FROM ITS JUNCTION WITH TRUNK HIGHWAY 52 NEAR THE SOUTH LIMITS OF
 PP3349'HAMPTON, 21.5 FEET EAST OF AND 2 FEET LOWER THAN THE CENTERLINE OF
 PP3349'HIGHWAY 50 AT MILEPOINT 18.55, AND 2.5 FEET NORTH OF A STEEL WITNESS
 PP3349'POST.  THE MARK, A STANDARD ALUMINUM MNDT VERTICAL CONTROL MONUMENT
 PP3349'DISK STAMPED---1904 K 1985---, IS SET IN THE HEADWALL AT THE
 PP3349'SOUTHEAST CORNER OF A BOX CULVERT UNDER THE HIGHWAY.
 PP3349
 PP3349                          STATION RECOVERY (1988)
 PP3349
 PP3349'RECOVERY NOTE BY MN DEPT OF TRANSP 1988
 PP3349'THE MARK IS LOCATED IN THE SOUTHWEST PART OF THE CITY OF HAMPTON, 0.4
 PP3349'MI (0.6 KM) WEST AND NORTH ALONG TRUNK HIGHWAY 50 FROM BRIDGE NUMBER
 PP3349'19011 (TRUNK HIGHWAY 50 OVER TRUNK HIGHWAY 52) AT THE SOUTH EDGE OF
 PP3349'HAMPTON AND IN THE SE 1/4 OF SECTION 8, T113N, R18W.  THE MARK IS
 PP3349'21.5 FT (6.6 M) EAST OF AND ABOUT 2 FT (0.6 M) LOWER THAN THE
 PP3349'CENTERLINE OF HIGHWAY 50 AT MILEPOINT 18.6.  THE MARK, A STANDARD
 PP3349'MNDT ALUMINUM VERTICAL CONTROL MONUMENT DISK STAMPED---1904 K
 PP3349'1985---, IS SET IN A DRILL HOLE IN THE TOP OF THE NORTHEAST CORNER OF
 PP3349'A CONCRETE BOX CULVERT UNDER HIGHWAY 50.
 PP3349
 PP3349                          STATION RECOVERY (2001)
 PP3349
 PP3349'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 PP3349'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 PP3349
 PP3349                          STATION RECOVERY (2002)
 PP3349
 PP3349'RECOVERY NOTE BY US POWER SQUADRON 2002 (CTK)
 PP3349'0.5 FT FROM SIDE AND 0.5 FT FROM SE END OF BOX CULVERT, SE CORNER OF
 PP3349'HEADWALL.
 PP3349
 PP3349                          STATION RECOVERY (2005)
 PP3349
 PP3349'RECOVERY NOTE BY US POWER SQUADRON 2005 (ATD)
 PP3349'MARK RECOVERED IN GOOD CONDITION AS DESCRIBED IN 1988. SPSPS ATD.
 PP3349
 PP3349                          STATION RECOVERY (2006)
 PP3349
 PP3349'RECOVERY NOTE BY US POWER SQUADRON 2006 (BC)
 PP3349'WITNESS POST HAS BEEN REMOVED
 PP3349
 PP3349                          STATION RECOVERY (2007)
 PP3349
 PP3349'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (PJG)
 PP3349'THE MARK IS LOCATED ABOUT 7.5 MI (12.1 KM) EAST-SOUTHEAST OF
 PP3349'FARMINGTON, 5.4 MI (8.7 KM) NORTH OF RANDOLPH AND 5.2 MI (8.4 KM)
 PP3349'SOUTH-SOUTHWEST OF VERMILLION.
 PP3349'
 PP3349'TO REACH TO THE MARK AT HAMPTON, AT TRUNK HIGHWAY 50 MILE POINT 18.6,
 PP3349'0.4 MI (0.6 KM) WEST OF THE JUNCTION OF TRUNK HIGHWAY 50 AND TRUNK
 PP3349'HIGHWAY 52, IN SOUTHEAST CORNER OF TRUNK HIGHWAY 50 BOX CULVERT, 21.5
 PP3349'FT (6.6 M) EAST OF TRUNK HIGHWAY 50.
 PP3349
 PP3349                          STATION RECOVERY (2014)
 PP3349
 PP3349'RECOVERY NOTE BY MN DEPT OF TRANSP 2014 (KMS)
 PP3349'RECOVERED AS DESCRIBED.
 PP3349
 PP3349                          STATION RECOVERY (2022)
 PP3349
 PP3349'RECOVERY NOTE BY MN DEPT OF TRANSP 2022 (MJS)
 PP3349'IN HAMPTON, AT TRUNK HIGHWAY 50 MILE POINT 18.6, 0.4 MI (0.6 KM) WEST
 PP3349'OF THE JUNCTION OF TRUNK HIGHWAY 50 AND TRUNK HIGHWAY 52, IN THE
 PP3349'SOUTHEAST CORNER OF A TRUNK HIGHWAY 50 BOX CULVERT, 21.5 FT (6.6 M)
 PP3349'EAST OF TRUNK HIGHWAY 50.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 PP3350 ***********************************************************************
 PP3350  DESIGNATION -  1904 L
 PP3350  PID         -  PP3350
 PP3350  STATE/COUNTY-  MN/DAKOTA
 PP3350  COUNTRY     -  US
 PP3350  USGS QUAD   -  RANDOLPH (2019)
 PP3350
 PP3350                         *CURRENT SURVEY CONTROL
 PP3350  ______________________________________________________________________
 PP3350* NAD 83(1986) POSITION- 44 36 38.61   (N) 093 00 07.01   (W)   HD_HELD1
 PP3350* NAVD 88 ORTHO HEIGHT -   303.052 (meters)      994.26  (feet) ADJUSTED
 PP3350  ______________________________________________________________________
 PP3350  GEOID HEIGHT    -        -28.794 (meters)                     GEOID18
 PP3350  DYNAMIC HEIGHT  -        303.015 (meters)      994.14  (feet) COMP
 PP3350  MODELED GRAVITY -    980,487.4   (mgal)                       NAVD 88
 PP3350
 PP3350  VERT ORDER      -  SECOND    CLASS I
 PP3350
 PP3350.The horizontal coordinates were determined by differentially corrected
 PP3350.hand held GPS observations or other comparable positioning techniques
 PP3350.and have an estimated accuracy of +/- 3 meters.
 PP3350
 PP3350.The orthometric height was determined by differential leveling and
 PP3350.adjusted by the NATIONAL GEODETIC SURVEY
 PP3350.in September 2016.
 PP3350
 PP3350.Significant digits in the geoid height do not necessarily reflect accuracy.
 PP3350.GEOID18 height accuracy estimate available here.
 PP3350
 PP3350.Click photographs - Photos may exist for this station.
 PP3350
 PP3350.The dynamic height is computed by dividing the NAVD 88
 PP3350.geopotential number by the normal gravity value computed on the
 PP3350.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP3350.degrees latitude (g = 980.6199 gals.).
 PP3350
 PP3350.The modeled gravity was interpolated from observed gravity values.
 PP3350
 PP3350;                    North         East    Units  Estimated Accuracy
 PP3350;SPC MN S     -   279,453.7     879,216.3     MT  (+/- 3 meters HH1 GPS) 
 PP3350
 PP3350_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK9984539708(NAD 83)
 PP3350
 PP3350                          SUPERSEDED SURVEY CONTROL
 PP3350
 PP3350  NAVD 88 (06/23/95)  303.081  (m)          994.36   (f) SUPERSEDED  2 1
 PP3350
 PP3350.Superseded values are not recommended for survey control.
 PP3350
 PP3350.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PP3350.See file dsdata.pdf to determine how the superseded data were derived.
 PP3350
 PP3350_MARKER: DV = VERTICAL CONTROL DISK
 PP3350_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 PP3350_SP_SET: STEP
 PP3350_STAMPING: 1904 L 1985
 PP3350_MARK LOGO: MNDT
 PP3350_MAGNETIC: N = NO MAGNETIC MATERIAL
 PP3350_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PP3350_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 PP3350+SATELLITE: SATELLITE OBSERVATIONS - October 19, 2022
 PP3350
 PP3350  HISTORY     - Date     Condition        Report By
 PP3350  HISTORY     - 1985     MONUMENTED       MNDT
 PP3350  HISTORY     - 20010331 GOOD             NGS
 PP3350  HISTORY     - 20021228 GOOD             USPSQD
 PP3350  HISTORY     - 20050328 GOOD             USPSQD
 PP3350  HISTORY     - 20061028 GOOD             USPSQD
 PP3350  HISTORY     - 20070702 GOOD             MNDT
 PP3350  HISTORY     - 20141021 GOOD             MNDT
 PP3350  HISTORY     - 20221019 GOOD             MNDT
 PP3350
 PP3350                          STATION DESCRIPTION
 PP3350
 PP3350'DESCRIBED BY MN DEPT OF TRANSP 1985
 PP3350'IN HAMPTON.
 PP3350'THE MARK IS LOCATED IN THE CITY OF HAMPTON IN THE NORTHEAST 1/4 OF
 PP3350'SECTION 8, T113N, R18W, 0.95 MILE NORTHWEST ALONG TRUNK HIGHWAY 50
 PP3350'FROM ITS JUNCTION WITH TRUNK HIGHWAY 52 NEAR THE SOUTH LIMITS OF
 PP3350'HAMPTON , AT THE JUNCTION OF TRUNK HIGHWAY 50 AND COUNTY ROAD 47 IN
 PP3350'HAMPTON, 87.0 FEET NORTH OF AND ABOUT 1 FOOT ABOVE THE CENTERLINE OF
 PP3350'HIGHWAY 50 AT MILEPOINT 18.0, 38.0 FEET WEST OF THE CENTERLINE OF
 PP3350'COUNTY ROAD 47, AND 34.8 FEET NORTH-NORTHEAST OF A STEEL WITNESS
 PP3350'POST.  THE MARK, A STANDARD ALUMINUM MNDT VERTICAL CONTROL MONUMENT
 PP3350'DISK STAMPED---1904 L 1985---, IS SET IN THE SOUTH END OF THE
 PP3350'CONCRETE LOWER STEP OF THE STAIRWAY LEADING TO THE MAIN ENTRANCE OF
 PP3350'THE CHURCH OF ST MATHIAS.
 PP3350
 PP3350                          STATION RECOVERY (2001)
 PP3350
 PP3350'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 PP3350'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 PP3350
 PP3350                          STATION RECOVERY (2002)
 PP3350
 PP3350'RECOVERY NOTE BY US POWER SQUADRON 2002 (CTK)
 PP3350'RECOVERED IN GOOD CONDITION.
 PP3350
 PP3350                          STATION RECOVERY (2005)
 PP3350
 PP3350'RECOVERY NOTE BY US POWER SQUADRON 2005 (ATD)
 PP3350'MARK RECOVERED IN GOOD CONDITION AS DESCRIBED IN 1985. SPSPS ATD.
 PP3350
 PP3350                          STATION RECOVERY (2006)
 PP3350
 PP3350'RECOVERY NOTE BY US POWER SQUADRON 2006 (BC)
 PP3350'RECOVERED IN GOOD CONDITION.
 PP3350
 PP3350                          STATION RECOVERY (2007)
 PP3350
 PP3350'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (VWC)
 PP3350'THE MARK IS LOCATED ABOUT 7.3 MI (11.7 KM) EAST-SOUTHEAST OF
 PP3350'FARMINGTON, 5.9 MI (9.5 KM) NORTH OF RANDOLPH AND 4.7 MI (7.6 KM)
 PP3350'SOUTH-SOUTHWEST OF VERMILLION.
 PP3350'
 PP3350'TO REACH TO THE MARK AT HAMPTON, AT TRUNK HIGHWAY 50 MILE POINT 18.0,
 PP3350'IN NORTHEAST QUADRANT OF THE JUNCTION OF TRUNK HIGHWAY 50 AND COUNTY
 PP3350'ROAD 47, IN SOUTH END OF LOWER STEP AT MAIN ENTRANCE TO SAINT MATHIAS
 PP3350'CHURCH, 87 FT (26.5 M) NORTH OF TRUNK HIGHWAY 50, 38 FT (11.6 M) WEST
 PP3350'OF COUNTY ROAD 47, 34.8 FT (10.6 M) NORTH-NORTHEAST OF A WITNESS POST.
 PP3350
 PP3350                          STATION RECOVERY (2014)
 PP3350
 PP3350'RECOVERY NOTE BY MN DEPT OF TRANSP 2014 (MAS)
 PP3350'RECOVERED AS DESCRIBED.
 PP3350
 PP3350                          STATION RECOVERY (2022)
 PP3350
 PP3350'RECOVERY NOTE BY MN DEPT OF TRANSP 2022 (MJS)
 PP3350'IN HAMPTON, AT TRUNK HIGHWAY 50 MILE POINT 18.0, 87.0 FT (26.5 M)
 PP3350'NORTHEAST OF TRUNK HIGHWAY 50, 38.0 FT (11.6 M) NORTHWEST OF COUNTY
 PP3350'ROAD 47, IN THE SOUTH END OF THE LOWER STEP AT THE MAIN ENTRANCE TO
 PP3350'SAINT MATHIAS CHURCH.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DQ1054 ***********************************************************************
 DQ1054  DESIGNATION -  1904 M RESET
 DQ1054  PID         -  DQ1054
 DQ1054  STATE/COUNTY-  MN/DAKOTA
 DQ1054  COUNTRY     -  US
 DQ1054  USGS QUAD   -  RANDOLPH (2019)
 DQ1054
 DQ1054                         *CURRENT SURVEY CONTROL
 DQ1054  ______________________________________________________________________
 DQ1054* NAD 83(2011) POSITION- 44 37 22.48204(N) 093 00 57.93189(W)   ADJUSTED
 DQ1054* NAD 83(2011) ELLIP HT-   252.462 (meters)        (07/20/16)   ADJUSTED
 DQ1054* NAD 83(2011) EPOCH   -  2010.00
 DQ1054* NAVD 88 ORTHO HEIGHT -   281.165 (meters)      922.46  (feet) ADJUSTED
 DQ1054  ______________________________________________________________________
 DQ1054  GEOID HEIGHT    -        -28.702 (meters)                     GEOID18
 DQ1054  NAD 83(2011) X  -   -239,262.919 (meters)                     COMP
 DQ1054  NAD 83(2011) Y  - -4,541,005.288 (meters)                     COMP
 DQ1054  NAD 83(2011) Z  -  4,457,797.070 (meters)                     COMP
 DQ1054  LAPLACE CORR    -        -10.47  (seconds)                    DEFLEC18
 DQ1054  DYNAMIC HEIGHT  -        281.132 (meters)      922.35  (feet) COMP
 DQ1054  MODELED GRAVITY -    980,493.2   (mgal)                       NAVD 88
 DQ1054
 DQ1054  VERT ORDER      -  SECOND    CLASS I
 DQ1054
 DQ1054  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DQ1054  Standards:
 DQ1054         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DQ1054            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DQ1054  -------------------------------------------------------------------
 DQ1054  NETWORK    0.63   1.18           0.27   0.24   0.60      0.07138676
 DQ1054  -------------------------------------------------------------------
 DQ1054  Click here for local accuracies and other accuracy information.
 DQ1054
 DQ1054.The horizontal coordinates were established by GPS observations
 DQ1054.and adjusted by the MN DEPT OF TRANSP in July 2016.
 DQ1054
 DQ1054.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DQ1054.been affixed to the stable North American tectonic plate. See 
 DQ1054.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DQ1054
 DQ1054.The horizontal coordinates are valid at the epoch date displayed above
 DQ1054.which is a decimal equivalence of Year/Month/Day.
 DQ1054
 DQ1054.The orthometric height was determined by differential leveling and
 DQ1054.adjusted by the NATIONAL GEODETIC SURVEY
 DQ1054.in September 2016.
 DQ1054
 DQ1054.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ1054.GEOID18 height accuracy estimate available here.
 DQ1054
 DQ1054.Click photographs - Photos may exist for this station.
 DQ1054
 DQ1054.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DQ1054
 DQ1054.The Laplace correction was computed from DEFLEC18 derived deflections.
 DQ1054
 DQ1054.The ellipsoidal height was determined by GPS observations
 DQ1054.and is referenced to NAD 83.
 DQ1054
 DQ1054.The dynamic height is computed by dividing the NAVD 88
 DQ1054.geopotential number by the normal gravity value computed on the
 DQ1054.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ1054.degrees latitude (g = 980.6199 gals.).
 DQ1054
 DQ1054.The modeled gravity was interpolated from observed gravity values.
 DQ1054
 DQ1054. The following values were computed from the NAD 83(2011) position.
 DQ1054
 DQ1054;                    North         East     Units Scale Factor Converg.
 DQ1054;SPC MN S     -   280,794.148   878,077.383   MT  0.99992428   +0 41 22.7
 DQ1054;SPC MN S     -   921,238.80  2,880,825.55   sFT  0.99992428   +0 41 22.7
 DQ1054;UTM  15      - 4,941,062.182   498,723.398   MT  0.99960002   -0 00 40.7
 DQ1054
 DQ1054!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DQ1054!SPC MN S     -   0.99996042  x   0.99992428  =   0.99988470
 DQ1054!UTM  15      -   0.99996042  x   0.99960002  =   0.99956045
 DQ1054
 DQ1054_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK9872341062(NAD 83)
 DQ1054
 DQ1054                          SUPERSEDED SURVEY CONTROL
 DQ1054
 DQ1054.No superseded survey control is available for this station.
 DQ1054
 DQ1054_MARKER: I = METAL ROD
 DQ1054_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DQ1054_STAMPING: 1904 M RESET 2014
 DQ1054_MARK LOGO: MNDT
 DQ1054_PROJECTION: RECESSED 5 CENTIMETERS
 DQ1054_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DQ1054_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ1054_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ1054+SATELLITE: SATELLITE OBSERVATIONS - October 19, 2022
 DQ1054_ROD/PIPE-DEPTH: 7.0 meters
 DQ1054
 DQ1054  HISTORY     - Date     Condition        Report By
 DQ1054  HISTORY     - 20141021 MONUMENTED       MNDT
 DQ1054  HISTORY     - 20160427 GOOD             MNDT
 DQ1054  HISTORY     - 20221019 GOOD             MNDT
 DQ1054
 DQ1054                          STATION DESCRIPTION
 DQ1054
 DQ1054'DESCRIBED BY MN DEPT OF TRANSP 2014
 DQ1054'THE STATION IS LOCATED ABOUT 6.6 MI (10.6 KM) SOUTH OF COATES, 6.4 MI
 DQ1054'(10.3 KM) EAST OF FARMINGTON AND 4.3 MI (6.9 KM) SOUTHWEST OF
 DQ1054'VERMILLION.
 DQ1054'
 DQ1054'TO REACH THE MARK GO 2.15 MI (3.5 KM) NORTHWEST ALONG TRUNK HIGHWAY 50
 DQ1054'FROM THE JUNCTION OF TRUNK HIGHWAY 50 AND TRUNK HIGHWAY 52 IN HAMPTON,
 DQ1054'AT TRUNK HIGHWAY 50 MILE POINT 16.9.
 DQ1054'
 DQ1054'THE MARK IS LOCATED 35.5 FT (10.8 M) WEST-SOUTHWEST OF TRUNK HIGHWAY
 DQ1054'50, 34.0 FT (10.4 M) SOUTH-SOUTHEAST OF DARK HORSE LANE, 4.2 FT (1.3
 DQ1054'M) SOUTHWEST OF A WITNESS POST.
 DQ1054'
 DQ1054'NOTE - THE STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM
 DQ1054'ROD DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION REMOVABLE
 DQ1054'DISK SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH
 DQ1054'PVC PIPE BACK FILLED WITH WASHED SAND.
 DQ1054
 DQ1054                          STATION RECOVERY (2016)
 DQ1054
 DQ1054'RECOVERY NOTE BY MN DEPT OF TRANSP 2016 (CJS)
 DQ1054'RECOVERED AS DESCRIBED.
 DQ1054
 DQ1054                          STATION RECOVERY (2022)
 DQ1054
 DQ1054'RECOVERY NOTE BY MN DEPT OF TRANSP 2022 (MJS)
 DQ1054'0.75 MI (1.21 KM) NORTH OF HAMPTON, 2.15 MI (3.46 KM) NORTHWEST ALONG
 DQ1054'TRUNK HIGHWAY 50 FROM THE JUNCTION OF TRUNK HIGHWAY 50 AND TRUNK
 DQ1054'HIGHWAY 52 IN HAMPTON, AT TRUNK HIGHWAY 50 MILE POINT 16.9, 35.5 FT
 DQ1054'(10.8 M) WEST-SOUTHWEST OF TRUNK HIGHWAY 50, 34.0 FT (10.4 M)
 DQ1054'SOUTH-SOUTHEAST OF DARK HORSE LANE, 4.2 FT (1.3 M) SOUTHWEST OF A
 DQ1054'WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DQ1052 ***********************************************************************
 DQ1052  DESIGNATION -  1904 N RESET
 DQ1052  PID         -  DQ1052
 DQ1052  STATE/COUNTY-  MN/DAKOTA
 DQ1052  COUNTRY     -  US
 DQ1052  USGS QUAD   -  COATES (2019)
 DQ1052
 DQ1052                         *CURRENT SURVEY CONTROL
 DQ1052  ______________________________________________________________________
 DQ1052* NAD 83(1986) POSITION- 44 37 49.62   (N) 093 02 24.21   (W)   HD_HELD1
 DQ1052* NAVD 88 ORTHO HEIGHT -   269.269 (meters)      883.43  (feet) ADJUSTED
 DQ1052  ______________________________________________________________________
 DQ1052  GEOID HEIGHT    -        -28.584 (meters)                     GEOID18
 DQ1052  DYNAMIC HEIGHT  -        269.239 (meters)      883.33  (feet) COMP
 DQ1052  MODELED GRAVITY -    980,498.7   (mgal)                       NAVD 88
 DQ1052
 DQ1052  VERT ORDER      -  SECOND    CLASS I
 DQ1052
 DQ1052.The horizontal coordinates were determined by differentially corrected
 DQ1052.hand held GPS observations or other comparable positioning techniques
 DQ1052.and have an estimated accuracy of +/- 3 meters.
 DQ1052
 DQ1052.The orthometric height was determined by differential leveling and
 DQ1052.adjusted by the NATIONAL GEODETIC SURVEY
 DQ1052.in September 2016.
 DQ1052
 DQ1052.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ1052.GEOID18 height accuracy estimate available here.
 DQ1052
 DQ1052.Click photographs - Photos may exist for this station.
 DQ1052
 DQ1052.The dynamic height is computed by dividing the NAVD 88
 DQ1052.geopotential number by the normal gravity value computed on the
 DQ1052.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ1052.degrees latitude (g = 980.6199 gals.).
 DQ1052
 DQ1052.The modeled gravity was interpolated from observed gravity values.
 DQ1052
 DQ1052;                    North         East    Units  Estimated Accuracy
 DQ1052;SPC MN S     -   281,609.1     876,165.8     MT  (+/- 3 meters HH1 GPS) 
 DQ1052
 DQ1052_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK9682241900(NAD 83)
 DQ1052
 DQ1052                          SUPERSEDED SURVEY CONTROL
 DQ1052
 DQ1052.No superseded survey control is available for this station.
 DQ1052
 DQ1052_MARKER: I = METAL ROD
 DQ1052_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DQ1052_STAMPING: 1904 N RESET 2014
 DQ1052_MARK LOGO: MNDT
 DQ1052_PROJECTION: RECESSED 8 CENTIMETERS
 DQ1052_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DQ1052_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ1052_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DQ1052+SATELLITE: SATELLITE OBSERVATIONS - October 21, 2022
 DQ1052_ROD/PIPE-DEPTH: 4.6 meters
 DQ1052
 DQ1052  HISTORY     - Date     Condition        Report By
 DQ1052  HISTORY     - 20141021 MONUMENTED       MNDT
 DQ1052  HISTORY     - 20221021 GOOD             MNDT
 DQ1052
 DQ1052                          STATION DESCRIPTION
 DQ1052
 DQ1052'DESCRIBED BY MN DEPT OF TRANSP 2014
 DQ1052'THE STATION IS LOCATED ABOUT 6.0 MI (9.7 KM) SOUTH OF COATES, 5.1 MI
 DQ1052'(8.2 KM) EAST OF FARMINGTON AND 4.7 MI (7.6 KM) SOUTHWEST OF
 DQ1052'VERMILLION.
 DQ1052'
 DQ1052'TO REACH THE MARK GO 3.45 MI (5.6 KM) WEST AND NORTH ALONG TRUNK
 DQ1052'HIGHWAY 50 FROM THE JUNCTION OF TRUNK HIGHWAY 50 AND TRUNK HIGHWAY 52
 DQ1052'IN HAMPTON, AT TRUNK HIGHWAY 50 MILE POINT 15.5.
 DQ1052'
 DQ1052'THE MARK IS LOCATED 38.5 FT (11.7 M) NORTH OF TRUNK HIGHWAY 50, 23.0
 DQ1052'FT (7.0 M) WEST OF DRIVEWAY NUMBER 3265, 14.2 FT (4.3 M) SOUTH OF WEST
 DQ1052'GATE POST, 14.0 FT (4.3 M) SOUTH OF A WITNESS POST.
 DQ1052'
 DQ1052'NOTE - THE STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM
 DQ1052'ROD DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION REMOVABLE
 DQ1052'DISK SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH
 DQ1052'PVC PIPE BACK FILLED WITH WASHED SAND.
 DQ1052
 DQ1052                          STATION RECOVERY (2022)
 DQ1052
 DQ1052'RECOVERY NOTE BY MN DEPT OF TRANSP 2022 (MJS)
 DQ1052'2.5 MI (4.0 KM) NORTHWEST OF HAMPTON, 3.45 MI (5.55 KM) WEST AND NORTH
 DQ1052'ALONG TRUNK HIGHWAY 50 FROM THE JUNCTION OF TRUNK HIGHWAY 50 AND TRUNK
 DQ1052'HIGHWAY 52 IN HAMPTON, AT TRUNK HIGHWAY 50 MILE POINT 15.5, 38.5 FT
 DQ1052'(11.7 M) NORTH OF TRUNK HIGHWAY 50, 23.0 FT (7.0 M) WEST OF DRIVEWAY
 DQ1052'NUMBER 3265, 14.2 FT (4.3 M) SOUTH OF A WEST GATE POST, 14.0 FT (4.3
 DQ1052'M) SOUTH OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 PP3355 ***********************************************************************
 PP3355  DESIGNATION -  1904 R
 PP3355  PID         -  PP3355
 PP3355  STATE/COUNTY-  MN/DAKOTA
 PP3355  COUNTRY     -  US
 PP3355  USGS QUAD   -  COATES (2019)
 PP3355
 PP3355                         *CURRENT SURVEY CONTROL
 PP3355  ______________________________________________________________________
 PP3355* NAD 83(1986) POSITION- 44 37 49.03   (N) 093 04 32.10   (W)   HD_HELD1
 PP3355* NAVD 88 ORTHO HEIGHT -   278.199 (meters)      912.72  (feet) ADJUSTED
 PP3355  ______________________________________________________________________
 PP3355  GEOID HEIGHT    -        -28.445 (meters)                     GEOID18
 PP3355  DYNAMIC HEIGHT  -        278.169 (meters)      912.63  (feet) COMP
 PP3355  MODELED GRAVITY -    980,501.7   (mgal)                       NAVD 88
 PP3355
 PP3355  VERT ORDER      -  SECOND    CLASS I
 PP3355
 PP3355.The horizontal coordinates were determined by differentially corrected
 PP3355.hand held GPS observations or other comparable positioning techniques
 PP3355.and have an estimated accuracy of +/- 3 meters.
 PP3355
 PP3355.The orthometric height was determined by differential leveling and
 PP3355.adjusted by the NATIONAL GEODETIC SURVEY
 PP3355.in June 1995.
 PP3355
 PP3355.Significant digits in the geoid height do not necessarily reflect accuracy.
 PP3355.GEOID18 height accuracy estimate available here.
 PP3355
 PP3355.Click photographs - Photos may exist for this station.
 PP3355
 PP3355.The dynamic height is computed by dividing the NAVD 88
 PP3355.geopotential number by the normal gravity value computed on the
 PP3355.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP3355.degrees latitude (g = 980.6199 gals.).
 PP3355
 PP3355.The modeled gravity was interpolated from observed gravity values.
 PP3355
 PP3355;                    North         East    Units  Estimated Accuracy
 PP3355;SPC MN S     -   281,558.4     873,347.4     MT  (+/- 3 meters HH1 GPS) 
 PP3355
 PP3355_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK9400441883(NAD 83)
 PP3355
 PP3355                          SUPERSEDED SURVEY CONTROL
 PP3355
 PP3355.No superseded survey control is available for this station.
 PP3355
 PP3355_MARKER: DV = VERTICAL CONTROL DISK
 PP3355_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 PP3355_STAMPING: 1904 R 1985
 PP3355_MARK LOGO: MNDT
 PP3355_PROJECTION: PROJECTING 5 CENTIMETERS
 PP3355_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 PP3355_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PP3355_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 PP3355+SATELLITE: SATELLITE OBSERVATIONS - October 21, 2022
 PP3355_ROD/PIPE-DEPTH: 9.9 meters
 PP3355
 PP3355  HISTORY     - Date     Condition        Report By
 PP3355  HISTORY     - 1985     MONUMENTED       MNDT
 PP3355  HISTORY     - 20010331 GOOD             NGS
 PP3355  HISTORY     - 20061028 GOOD             USPSQD
 PP3355  HISTORY     - 20070629 GOOD             MNDT
 PP3355  HISTORY     - 20141021 GOOD             MNDT
 PP3355  HISTORY     - 20221021 GOOD             MNDT
 PP3355
 PP3355                          STATION DESCRIPTION
 PP3355
 PP3355'DESCRIBED BY MN DEPT OF TRANSP 1985
 PP3355'2.4 MI EAST FROM FARMINGTON.
 PP3355'THE MARK IS LOCATED ABOUT 2-1/2 MILES EAST OF THE CITY OF FARMINGTON
 PP3355'IN THE NORTHEAST 1/4 OF SECTION 3, T113N, R19W, 3.05 MILES EAST ALONG
 PP3355'TRUNK HIGHWAY 50 FROM ITS SOUTH JUNCTION WITH TRUNK HIGHWAY 3 IN
 PP3355'FARMINGTON, 45.0 FEET SOUTH OF AND ABOUT 2 FEET LOWER THAN THE
 PP3355'CENTERLINE OF HIGHWAY 50 AT MILEPOINT 13.75, 28 FEET EAST OF THE
 PP3355'CENTER OF A GRAVEL ROAD (ANNETTE AVE) LEADING SOUTH, 2.5 FEET NORTH
 PP3355'OF A POWER POLE WITH A GUY WIRE, AND 1.0 FOOT NORTH OF A STEEL
 PP3355'WITNESS POST.  THE MARK, A STANDARD ALUMINUM MNDT VERTICAL CONTROL
 PP3355'MARK DISK STAMPED---1904 R 1985---, IS FASTENED TO THE TOP OF A
 PP3355'DRIVEN 3/4 INCH DIAMETER BY 32.5 FOOT LONG ALUMINUM ALLOY ROD AND
 PP3355'PROJECTS 0.2 FOOT ABOVE THE GROUND.  A MAGNET IN THE DISK MAKES THE
 PP3355'MARK MAGNETIC.
 PP3355
 PP3355                          STATION RECOVERY (2001)
 PP3355
 PP3355'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 PP3355'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 PP3355
 PP3355                          STATION RECOVERY (2006)
 PP3355
 PP3355'RECOVERY NOTE BY US POWER SQUADRON 2006 (BC)
 PP3355'RECOVERED IN GOOD CONDITION.
 PP3355
 PP3355                          STATION RECOVERY (2007)
 PP3355
 PP3355'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (VWC)
 PP3355'THE MARK IS LOCATED ABOUT 6.3 MI (10.1 KM) SOUTH-SOUTHWEST OF COATES,
 PP3355'6.1 MI (9.8 KM) WEST-SOUTHWEST OF VERMILLION AND 3.4 MI (5.5 KM)
 PP3355'EAST-SOUTHEAST OF FARMINGTON.
 PP3355'
 PP3355'TO REACH TO THE MARK GO 2.5 MI (4.0 KM) EAST OF FARMINGTON, AT TRUNK
 PP3355'HIGHWAY 50 MILE POINT 13.75, GO 3.05 MI (4.9 KM) EAST OF THE JUNCTION
 PP3355'OF TRUNK HIGHWAY 50 AND TRUNK HIGHWAY 3, 45.0 FT (13.7 M) SOUTH OF
 PP3355'TRUNK HIGHWAY 50, 28 FT (8.5 M) EAST OF ANNETTE AVENUE, 2.5 FT (0.8 M)
 PP3355'NORTH OF POWER POLE, 1.0 FT (0.3 M) NORTH OF A WITNESS POST.
 PP3355
 PP3355                          STATION RECOVERY (2014)
 PP3355
 PP3355'RECOVERY NOTE BY MN DEPT OF TRANSP 2014 (KMS)
 PP3355'RECOVERED AS DESCRIBED.
 PP3355
 PP3355                          STATION RECOVERY (2022)
 PP3355
 PP3355'RECOVERY NOTE BY MN DEPT OF TRANSP 2022 (MJS)
 PP3355'2.5 MI (4.0 KM) EAST OF FARMINGTON, AT TRUNK HIGHWAY 50 MILE POINT
 PP3355'13.75, 3.05 MI (4.91 KM) EAST OF THE JUNCTION OF TRUNK HIGHWAY 50 AND
 PP3355'TRUNK HIGHWAY 3, 45.0 FT (13.7 M) SOUTH OF TRUNK HIGHWAY 50, 28.0 FT
 PP3355'(8.5 M) EAST OF ANNETTE AVENUE, 2.5 FT (0.8 M) NORTH OF A POWER POLE,
 PP3355'0.5 FT (15 CM) NORTH OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DQ1043 ***********************************************************************
 DQ1043  DESIGNATION -  1904 S RESET
 DQ1043  PID         -  DQ1043
 DQ1043  STATE/COUNTY-  MN/DAKOTA
 DQ1043  COUNTRY     -  US
 DQ1043  USGS QUAD   -  COATES (2019)
 DQ1043
 DQ1043                         *CURRENT SURVEY CONTROL
 DQ1043  ______________________________________________________________________
 DQ1043* NAD 83(1986) POSITION- 44 37 50.55   (N) 093 05 08.79   (W)   HD_HELD1
 DQ1043* NAVD 88 ORTHO HEIGHT -   279.589 (meters)      917.28  (feet) ADJUSTED
 DQ1043  ______________________________________________________________________
 DQ1043  GEOID HEIGHT    -        -28.404 (meters)                     GEOID18
 DQ1043  DYNAMIC HEIGHT  -        279.559 (meters)      917.19  (feet) COMP
 DQ1043  MODELED GRAVITY -    980,502.3   (mgal)                       NAVD 88
 DQ1043
 DQ1043  VERT ORDER      -  SECOND    CLASS I
 DQ1043
 DQ1043.The horizontal coordinates were determined by differentially corrected
 DQ1043.hand held GPS observations or other comparable positioning techniques
 DQ1043.and have an estimated accuracy of +/- 3 meters.
 DQ1043
 DQ1043.The orthometric height was determined by differential leveling and
 DQ1043.adjusted by the NATIONAL GEODETIC SURVEY
 DQ1043.in September 2016.
 DQ1043
 DQ1043.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ1043.GEOID18 height accuracy estimate available here.
 DQ1043
 DQ1043.Click photographs - Photos may exist for this station.
 DQ1043
 DQ1043.The dynamic height is computed by dividing the NAVD 88
 DQ1043.geopotential number by the normal gravity value computed on the
 DQ1043.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ1043.degrees latitude (g = 980.6199 gals.).
 DQ1043
 DQ1043.The modeled gravity was interpolated from observed gravity values.
 DQ1043
 DQ1043;                    North         East    Units  Estimated Accuracy
 DQ1043;SPC MN S     -   281,596.2     872,538.3     MT  (+/- 3 meters HH1 GPS) 
 DQ1043
 DQ1043_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK9319641931(NAD 83)
 DQ1043
 DQ1043                          SUPERSEDED SURVEY CONTROL
 DQ1043
 DQ1043.No superseded survey control is available for this station.
 DQ1043
 DQ1043_MARKER: I = METAL ROD
 DQ1043_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DQ1043_STAMPING: 1904 S RESET 2014
 DQ1043_MARK LOGO: MNDT
 DQ1043_PROJECTION: RECESSED 5 CENTIMETERS
 DQ1043_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DQ1043_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ1043_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ1043+SATELLITE: SATELLITE OBSERVATIONS - October 21, 2022
 DQ1043_ROD/PIPE-DEPTH: 7.0 meters
 DQ1043
 DQ1043  HISTORY     - Date     Condition        Report By
 DQ1043  HISTORY     - 20141021 MONUMENTED       MNDT
 DQ1043  HISTORY     - 20221021 GOOD             MNDT
 DQ1043
 DQ1043                          STATION DESCRIPTION
 DQ1043
 DQ1043'DESCRIBED BY MN DEPT OF TRANSP 2014
 DQ1043'THE STATION IS LOCATED ABOUT 6.6 MI (10.6 KM) WEST-SOUTHWEST OF
 DQ1043'VERMILLION, 6.5 MI (10.5 KM) SOUTH-SOUTHWEST OF COATES AND 2.9 MI (4.7
 DQ1043'KM) EAST-SOUTHEAST OF FARMINGTON.
 DQ1043'
 DQ1043'TO REACH THE MARK GO 2.55 MI (4.1 KM) EAST ALONG TRUNK HIGHWAY 50 FROM
 DQ1043'THE JUNCTION OF TRUNK HIGHWAY 50 AND TRUNK HIGHWAY 3 IN FARMINGTON, AT
 DQ1043'TRUNK HIGHWAY 50 MILE POINT 13.25.
 DQ1043'
 DQ1043'THE MARK IS LOCATED 92.0 FT (28.0 M) NORTH OF TRUNK HIGHWAY 50, 62.0
 DQ1043'FT (18.9 M) NORTH OF POWER POLE, 31.0 FT (9.4 M) EAST OF AHERN AVENUE,
 DQ1043'1.0 FT (0.3 M) WEST OF A WITNESS POST.
 DQ1043'
 DQ1043'NOTE - THE STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM
 DQ1043'ROD DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION REMOVABLE
 DQ1043'DISK SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH
 DQ1043'PVC PIPE BACK FILLED WITH WASHED SAND.
 DQ1043
 DQ1043                          STATION RECOVERY (2022)
 DQ1043
 DQ1043'RECOVERY NOTE BY MN DEPT OF TRANSP 2022 (MJS)
 DQ1043'2.0 MI (3.2 KM) EAST OF FARMINGTON, 2.55 MI (4.10 KM) EAST ALONG TRUNK
 DQ1043'HIGHWAY 50 FROM THE JUNCTION OF TRUNK HIGHWAY 50 AND TRUNK HIGHWAY 3
 DQ1043'IN FARMINGTON, AT TRUNK HIGHWAY 50 MILE POINT 13.25, 92.0 FT (28.0 M)
 DQ1043'NORTH OF TRUNK HIGHWAY 50, 62.0 FT (18.9 M) NORTH OF A POWER POLE,
 DQ1043'31.0 FT (9.4 M) EAST OF AHERN AVENUE, 1.0 FT (0.3 M) WEST OF A WITNESS
 DQ1043'POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DQ1041 ***********************************************************************
 DQ1041  DESIGNATION -  1904 T RESET
 DQ1041  PID         -  DQ1041
 DQ1041  STATE/COUNTY-  MN/DAKOTA
 DQ1041  COUNTRY     -  US
 DQ1041  USGS QUAD   -  COATES (2019)
 DQ1041
 DQ1041                         *CURRENT SURVEY CONTROL
 DQ1041  ______________________________________________________________________
 DQ1041* NAD 83(1986) POSITION- 44 37 47.08   (N) 093 06 29.50   (W)   HD_HELD1
 DQ1041* NAVD 88 ORTHO HEIGHT -   271.250 (meters)      889.93  (feet) ADJUSTED
 DQ1041  ______________________________________________________________________
 DQ1041  GEOID HEIGHT    -        -28.321 (meters)                     GEOID18
 DQ1041  DYNAMIC HEIGHT  -        271.220 (meters)      889.83  (feet) COMP
 DQ1041  MODELED GRAVITY -    980,502.9   (mgal)                       NAVD 88
 DQ1041
 DQ1041  VERT ORDER      -  SECOND    CLASS I
 DQ1041
 DQ1041.The horizontal coordinates were determined by differentially corrected
 DQ1041.hand held GPS observations or other comparable positioning techniques
 DQ1041.and have an estimated accuracy of +/- 3 meters.
 DQ1041
 DQ1041.The orthometric height was determined by differential leveling and
 DQ1041.adjusted by the NATIONAL GEODETIC SURVEY
 DQ1041.in September 2016.
 DQ1041
 DQ1041.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ1041.GEOID18 height accuracy estimate available here.
 DQ1041
 DQ1041.Click photographs - Photos may exist for this station.
 DQ1041
 DQ1041.The dynamic height is computed by dividing the NAVD 88
 DQ1041.geopotential number by the normal gravity value computed on the
 DQ1041.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ1041.degrees latitude (g = 980.6199 gals.).
 DQ1041
 DQ1041.The modeled gravity was interpolated from observed gravity values.
 DQ1041
 DQ1041;                    North         East    Units  Estimated Accuracy
 DQ1041;SPC MN S     -   281,469.5     870,760.7     MT  (+/- 3 meters HH1 GPS) 
 DQ1041
 DQ1041_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK9141741826(NAD 83)
 DQ1041
 DQ1041                          SUPERSEDED SURVEY CONTROL
 DQ1041
 DQ1041.No superseded survey control is available for this station.
 DQ1041
 DQ1041_MARKER: I = METAL ROD
 DQ1041_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DQ1041_STAMPING: 1904 T RESET 2011
 DQ1041_MARK LOGO: MNDT
 DQ1041_PROJECTION: RECESSED 13 CENTIMETERS
 DQ1041_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DQ1041_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ1041_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ1041+SATELLITE: SATELLITE OBSERVATIONS - October 28, 2022
 DQ1041_ROD/PIPE-DEPTH: 7.0 meters
 DQ1041
 DQ1041  HISTORY     - Date     Condition        Report By
 DQ1041  HISTORY     - 20110829 MONUMENTED       MNDT
 DQ1041  HISTORY     - 20221028 GOOD             MNDT
 DQ1041
 DQ1041                          STATION DESCRIPTION
 DQ1041
 DQ1041'DESCRIBED BY MN DEPT OF TRANSP 2011 (MAS)
 DQ1041'THE STATION IS LOCATED ABOUT 7.0 MI (11.3 KM) SOUTH-SOUTHWEST OF
 DQ1041'COATES, 6.3 MI (10.1 KM) NORTH-NORTHEAST OF CASTLE ROCK AND 1.9 MI
 DQ1041'(3.1 KM) EAST-SOUTHEAST OF FARMINGTON.
 DQ1041'
 DQ1041'TO REACH THE MARK GO 1.45 MI (2.3 KM) EAST ALONG TRUNK HIGHWAY 50 FROM
 DQ1041'THE JUNCTION OF TRUNK HIGHWAY 50 AND TRUNK HIGHWAY 3 IN FARMINGTON, AT
 DQ1041'TRUNK HIGHWAY 50 MILE POINT 12.1.
 DQ1041'
 DQ1041'THE MARK IS LOCATED 250 FT (76.2 M) SOUTH OF TRUNK HIGHWAY 50, 3.8 FT
 DQ1041'(1.2 M) NORTH-NORTHEAST OF POWER POLE, 29.5 FT (9.0 M) WEST OF
 DQ1041'BEAUMONT AVENUE, 63.4 FT (19.3 M) WEST OF TELEPHONE PEDESTAL NUMBER
 DQ1041'22110BUT, 1.5 FT (0.5 M) WEST OF A WITNESS POST.
 DQ1041'
 DQ1041'NOTE - THE STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM
 DQ1041'ROD DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION REMOVABLE
 DQ1041'DISK SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH
 DQ1041'PVC PIPE BACK FILLED WITH WASHED SAND.
 DQ1041
 DQ1041                          STATION RECOVERY (2022)
 DQ1041
 DQ1041'RECOVERY NOTE BY MN DEPT OF TRANSP 2022 (MJS)
 DQ1041'1.05 MI (1.69 KM) EAST OF FARMINGTON, 1.45 MI (2.33 KM) EAST ALONG
 DQ1041'TRUNK HIGHWAY 50 FROM THE JUNCTION OF TRUNK HIGHWAY 50 AND TRUNK
 DQ1041'HIGHWAY 3 IN FARMINGTON, AT TRUNK HIGHWAY 50 MILE POINT 12.1, 250.0 FT
 DQ1041'(76.2 M) SOUTH OF TRUNK HIGHWAY 50, 3.8 FT (1.2 M) NORTH-NORTHEAST OF
 DQ1041'A POWER POLE, 29.5 FT (9.0 M) WEST OF BEAUMONT AVENUE, 63.4 FT (19.3
 DQ1041'M) WEST OF A TELEPHONE PEDESTAL NUMBER 22110 BUT, 1.5 FT (0.5 M) WEST
 DQ1041'OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DQ1056 ***********************************************************************
 DQ1056  DESIGNATION -  1904 U
 DQ1056  PID         -  DQ1056
 DQ1056  STATE/COUNTY-  MN/DAKOTA
 DQ1056  COUNTRY     -  US
 DQ1056  USGS QUAD   -  CANNON FALLS (2019)
 DQ1056
 DQ1056                         *CURRENT SURVEY CONTROL
 DQ1056  ______________________________________________________________________
 DQ1056* NAD 83(2011) POSITION- 44 36 20.72388(N) 092 59 58.89459(W)   ADJUSTED
 DQ1056* NAD 83(2011) ELLIP HT-   270.583 (meters)        (07/20/16)   ADJUSTED
 DQ1056* NAD 83(2011) EPOCH   -  2010.00
 DQ1056* NAVD 88 ORTHO HEIGHT -   299.395 (meters)      982.27  (feet) ADJUSTED
 DQ1056  ______________________________________________________________________
 DQ1056  GEOID HEIGHT    -        -28.816 (meters)                     GEOID18
 DQ1056  NAD 83(2011) X  -   -238,033.921 (meters)                     COMP
 DQ1056  NAD 83(2011) Y  - -4,542,423.569 (meters)                     COMP
 DQ1056  NAD 83(2011) Z  -  4,456,452.711 (meters)                     COMP
 DQ1056  LAPLACE CORR    -        -10.82  (seconds)                    DEFLEC18
 DQ1056  DYNAMIC HEIGHT  -        299.358 (meters)      982.14  (feet) COMP
 DQ1056  MODELED GRAVITY -    980,486.0   (mgal)                       NAVD 88
 DQ1056
 DQ1056  VERT ORDER      -  SECOND    CLASS I
 DQ1056
 DQ1056  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DQ1056  Standards:
 DQ1056         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DQ1056            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DQ1056  -------------------------------------------------------------------
 DQ1056  NETWORK    0.63   1.18           0.27   0.24   0.60      0.11045507
 DQ1056  -------------------------------------------------------------------
 DQ1056  Click here for local accuracies and other accuracy information.
 DQ1056
 DQ1056.The horizontal coordinates were established by GPS observations
 DQ1056.and adjusted by the MN DEPT OF TRANSP in July 2016.
 DQ1056
 DQ1056.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DQ1056.been affixed to the stable North American tectonic plate. See 
 DQ1056.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DQ1056
 DQ1056.The horizontal coordinates are valid at the epoch date displayed above
 DQ1056.which is a decimal equivalence of Year/Month/Day.
 DQ1056
 DQ1056.The orthometric height was determined by differential leveling and
 DQ1056.adjusted by the NATIONAL GEODETIC SURVEY
 DQ1056.in September 2016.
 DQ1056
 DQ1056.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ1056.GEOID18 height accuracy estimate available here.
 DQ1056
 DQ1056.Click photographs - Photos may exist for this station.
 DQ1056
 DQ1056.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DQ1056
 DQ1056.The Laplace correction was computed from DEFLEC18 derived deflections.
 DQ1056
 DQ1056.The ellipsoidal height was determined by GPS observations
 DQ1056.and is referenced to NAD 83.
 DQ1056
 DQ1056.The dynamic height is computed by dividing the NAVD 88
 DQ1056.geopotential number by the normal gravity value computed on the
 DQ1056.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ1056.degrees latitude (g = 980.6199 gals.).
 DQ1056
 DQ1056.The modeled gravity was interpolated from observed gravity values.
 DQ1056
 DQ1056. The following values were computed from the NAD 83(2011) position.
 DQ1056
 DQ1056;                    North         East     Units Scale Factor Converg.
 DQ1056;SPC MN S     -   278,903.889   879,401.997   MT  0.99992369   +0 42 04.1
 DQ1056;SPC MN S     -   915,037.18  2,885,171.39   sFT  0.99992369   +0 42 04.1
 DQ1056;UTM  15      - 4,939,156.477   500,024.366   MT  0.99960000   +0 00 00.8
 DQ1056
 DQ1056!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DQ1056!SPC MN S     -   0.99995758  x   0.99992369  =   0.99988127
 DQ1056!UTM  15      -   0.99995758  x   0.99960000  =   0.99955759
 DQ1056
 DQ1056_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWK0002439156(NAD 83)
 DQ1056
 DQ1056                          SUPERSEDED SURVEY CONTROL
 DQ1056
 DQ1056.No superseded survey control is available for this station.
 DQ1056
 DQ1056_MARKER: F = FLANGE-ENCASED ROD
 DQ1056_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DQ1056_STAMPING: 1904 U 2015
 DQ1056_MARK LOGO: MNDT
 DQ1056_PROJECTION: FLUSH
 DQ1056_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DQ1056_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ1056_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ1056+SATELLITE: SATELLITE OBSERVATIONS - October 19, 2022
 DQ1056_ROD/PIPE-DEPTH: 4.3 meters
 DQ1056
 DQ1056  HISTORY     - Date     Condition        Report By
 DQ1056  HISTORY     - 20150331 MONUMENTED       MNDT
 DQ1056  HISTORY     - 20160428 GOOD             MNDT
 DQ1056  HISTORY     - 20221019 GOOD             MNDT
 DQ1056
 DQ1056                          STATION DESCRIPTION
 DQ1056
 DQ1056'DESCRIBED BY MN DEPT OF TRANSP 2015
 DQ1056'THE STATION IS LOCATED ABOUT 7.5 MI (12.1 KM) EAST-SOUTHEAST OF
 DQ1056'FARMINGTON, 5.6 MI (9.0 KM) NORTH OF RANDOLPH AND 5.0 MI (8.0 KM)
 DQ1056'SOUTH-SOUTHWEST OF VERMILLION.
 DQ1056'
 DQ1056'TO REACH THE MARK GO 0.65 MI (1.0 KM) WEST AND NORTH ALONG TRUNK
 DQ1056'HIGHWAY 50 FROM THE JUNCTION OF TRUNK HIGHWAY 50 AND TRUNK HIGHWAY 52
 DQ1056'IN HAMPTON, AT TRUNK HIGHWAY 50 MILE POINT 18.35.
 DQ1056'
 DQ1056'THE MARK IS LOCATED 34.8 FT (10.6 M) EAST ON TRUNK HIGHWAY 50, 63.8 FT
 DQ1056'(19.4 M) SOUTH OF A FIELD ENTRANCE, 1.5 FT (0.5 M) WEST OF A WITNESS
 DQ1056'POST.
 DQ1056'
 DQ1056'NOTE - THE STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM
 DQ1056'ROD DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION REMOVABLE
 DQ1056'DISK SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH
 DQ1056'PVC PIPE BACK FILLED WITH WASHED SAND.
 DQ1056
 DQ1056                          STATION RECOVERY (2016)
 DQ1056
 DQ1056'RECOVERY NOTE BY MN DEPT OF TRANSP 2016 (DJH)
 DQ1056'RECOVERED AS DESCRIBED.
 DQ1056
 DQ1056                          STATION RECOVERY (2022)
 DQ1056
 DQ1056'RECOVERY NOTE BY MN DEPT OF TRANSP 2022 (MJS)
 DQ1056'IN HAMPTON, 0.65 MI (1.05 KM) WEST AND NORTH ALONG TRUNK HIGHWAY 50
 DQ1056'FROM THE JUNCTION OF TRUNK HIGHWAY 50 AND TRUNK HIGHWAY 52 IN HAMPTON,
 DQ1056'AT TRUNK HIGHWAY 50 MILE POINT 18.35, 34.8 FT (10.6 M) EAST ON TRUNK
 DQ1056'HIGHWAY 50, 63.8 FT (19.4 M) SOUTH OF A FIELD ENTRANCE, 1.5 FT (0.5 M)
 DQ1056'WEST OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DQ1055 ***********************************************************************
 DQ1055  DESIGNATION -  1904 V
 DQ1055  PID         -  DQ1055
 DQ1055  STATE/COUNTY-  MN/DAKOTA
 DQ1055  COUNTRY     -  US
 DQ1055  USGS QUAD   -  RANDOLPH (2019)
 DQ1055
 DQ1055                         *CURRENT SURVEY CONTROL
 DQ1055  ______________________________________________________________________
 DQ1055* NAD 83(2011) POSITION- 44 36 54.43881(N) 093 00 23.14477(W)   ADJUSTED
 DQ1055* NAD 83(2011) ELLIP HT-   269.177 (meters)        (07/20/16)   ADJUSTED
 DQ1055* NAD 83(2011) EPOCH   -  2010.00
 DQ1055* NAVD 88 ORTHO HEIGHT -   297.939 (meters)      977.49  (feet) ADJUSTED
 DQ1055  ______________________________________________________________________
 DQ1055  GEOID HEIGHT    -        -28.763 (meters)                     GEOID18
 DQ1055  NAD 83(2011) X  -   -238,529.577 (meters)                     COMP
 DQ1055  NAD 83(2011) Y  - -4,541,664.658 (meters)                     COMP
 DQ1055  NAD 83(2011) Z  -  4,457,192.632 (meters)                     COMP
 DQ1055  LAPLACE CORR    -        -10.74  (seconds)                    DEFLEC18
 DQ1055  DYNAMIC HEIGHT  -        297.903 (meters)      977.37  (feet) COMP
 DQ1055  MODELED GRAVITY -    980,489.3   (mgal)                       NAVD 88
 DQ1055
 DQ1055  VERT ORDER      -  SECOND    CLASS I
 DQ1055
 DQ1055  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DQ1055  Standards:
 DQ1055         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DQ1055            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DQ1055  -------------------------------------------------------------------
 DQ1055  NETWORK    0.63   1.16           0.27   0.24   0.59      0.07808537
 DQ1055  -------------------------------------------------------------------
 DQ1055  Click here for local accuracies and other accuracy information.
 DQ1055
 DQ1055.The horizontal coordinates were established by GPS observations
 DQ1055.and adjusted by the MN DEPT OF TRANSP in July 2016.
 DQ1055
 DQ1055.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DQ1055.been affixed to the stable North American tectonic plate. See 
 DQ1055.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DQ1055
 DQ1055.The horizontal coordinates are valid at the epoch date displayed above
 DQ1055.which is a decimal equivalence of Year/Month/Day.
 DQ1055
 DQ1055.The orthometric height was determined by differential leveling and
 DQ1055.adjusted by the NATIONAL GEODETIC SURVEY
 DQ1055.in September 2016.
 DQ1055
 DQ1055.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ1055.GEOID18 height accuracy estimate available here.
 DQ1055
 DQ1055.Click photographs - Photos may exist for this station.
 DQ1055
 DQ1055.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DQ1055
 DQ1055.The Laplace correction was computed from DEFLEC18 derived deflections.
 DQ1055
 DQ1055.The ellipsoidal height was determined by GPS observations
 DQ1055.and is referenced to NAD 83.
 DQ1055
 DQ1055.The dynamic height is computed by dividing the NAVD 88
 DQ1055.geopotential number by the normal gravity value computed on the
 DQ1055.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ1055.degrees latitude (g = 980.6199 gals.).
 DQ1055
 DQ1055.The modeled gravity was interpolated from observed gravity values.
 DQ1055
 DQ1055. The following values were computed from the NAD 83(2011) position.
 DQ1055
 DQ1055;                    North         East     Units Scale Factor Converg.
 DQ1055;SPC MN S     -   279,937.918   878,854.675   MT  0.99992400   +0 41 47.1
 DQ1055;SPC MN S     -   918,429.65  2,883,375.71   sFT  0.99992400   +0 41 47.1
 DQ1055;UTM  15      - 4,940,196.788   499,489.908   MT  0.99960000   -0 00 16.3
 DQ1055
 DQ1055!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DQ1055!SPC MN S     -   0.99995780  x   0.99992400  =   0.99988180
 DQ1055!UTM  15      -   0.99995780  x   0.99960000  =   0.99955781
 DQ1055
 DQ1055_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK9948940196(NAD 83)
 DQ1055
 DQ1055                          SUPERSEDED SURVEY CONTROL
 DQ1055
 DQ1055.No superseded survey control is available for this station.
 DQ1055
 DQ1055_MARKER: F = FLANGE-ENCASED ROD
 DQ1055_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DQ1055_STAMPING: 1904 V 2015
 DQ1055_MARK LOGO: MNDT
 DQ1055_PROJECTION: FLUSH
 DQ1055_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DQ1055_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ1055_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ1055+SATELLITE: SATELLITE OBSERVATIONS - October 19, 2022
 DQ1055_ROD/PIPE-DEPTH: 4.3 meters
 DQ1055
 DQ1055  HISTORY     - Date     Condition        Report By
 DQ1055  HISTORY     - 20150331 MONUMENTED       MNDT
 DQ1055  HISTORY     - 20160427 GOOD             MNDT
 DQ1055  HISTORY     - 20221019 GOOD             MNDT
 DQ1055
 DQ1055                          STATION DESCRIPTION
 DQ1055
 DQ1055'DESCRIBED BY MN DEPT OF TRANSP 2015
 DQ1055'THE STATION IS LOCATED ABOUT 7.0 MI (11.3 KM) EAST-SOUTHEAST OF
 DQ1055'FARMINGTON, 6.2 MI (10.0 KM) NORTH OF RANDOLPH AND 4.5 MI (7.2 KM)
 DQ1055'SOUTH-SOUTHWEST OF VERMILLION.
 DQ1055'
 DQ1055'TO REACH THE MARK GO 0.4 MI (0.6 KM) NORTHWEST ALONG TRUNK HIGHWAY 50
 DQ1055'FROM THE JUNCTION OF TRUNK HIGHWAY 50 AND COUNTY ROAD 47/NORTHFIELD
 DQ1055'BOULEVARD IN HAMPTON, AT TRUNK HIGHWAY 50 MILE POINT 17.65.
 DQ1055'
 DQ1055'THE MARK IS LOCATED 38.4 FT (11.7 M) NORTHEAST OF TRUNK HIGHWAY 50,
 DQ1055'41.0 FT (12.5 M) NORTHWEST OF ENTRANCE TO WASTE WATER TREATMENT
 DQ1055'FACILITY, 2.5 FT (0.8 M) SOUTHWEST OF A WITNESS POST.
 DQ1055'
 DQ1055'NOTE - THE STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM
 DQ1055'ROD DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION REMOVABLE
 DQ1055'DISK SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH
 DQ1055'PVC PIPE BACK FILLED WITH WASHED SAND.
 DQ1055
 DQ1055                          STATION RECOVERY (2016)
 DQ1055
 DQ1055'RECOVERY NOTE BY MN DEPT OF TRANSP 2016 (CJS)
 DQ1055'RECOVERED AS DESCRIBED.
 DQ1055
 DQ1055                          STATION RECOVERY (2022)
 DQ1055
 DQ1055'RECOVERY NOTE BY MN DEPT OF TRANSP 2022 (MJS)
 DQ1055'IN HAMPTON, 0.4 MI (0.6 KM) NORTHWEST ALONG TRUNK HIGHWAY 50 FROM THE
 DQ1055'JUNCTION OF TRUNK HIGHWAY 50 AND COUNTY ROAD 47 (NORTHFIELD BOULEVARD)
 DQ1055'IN HAMPTON, AT TRUNK HIGHWAY 50 MILE POINT 17.65, 38.4 FT (11.7 M)
 DQ1055'NORTHEAST OF TRUNK HIGHWAY 50, 41.0 FT (12.5 M) NORTHWEST OF AN
 DQ1055'ENTRANCE TO THE WASTE WATER TREATMENT FACILITY, 2.5 FT (0.8 M)
 DQ1055'SOUTHWEST OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DQ1053 ***********************************************************************
 DQ1053  DESIGNATION -  1904 W
 DQ1053  PID         -  DQ1053
 DQ1053  STATE/COUNTY-  MN/DAKOTA
 DQ1053  COUNTRY     -  US
 DQ1053  USGS QUAD   -  COATES (2019)
 DQ1053
 DQ1053                         *CURRENT SURVEY CONTROL
 DQ1053  ______________________________________________________________________
 DQ1053* NAD 83(2011) POSITION- 44 37 48.64997(N) 093 01 39.11453(W)   ADJUSTED
 DQ1053* NAD 83(2011) ELLIP HT-   243.487 (meters)        (07/20/16)   ADJUSTED
 DQ1053* NAD 83(2011) EPOCH   -  2010.00
 DQ1053* NAVD 88 ORTHO HEIGHT -   272.121 (meters)      892.78  (feet) ADJUSTED
 DQ1053  ______________________________________________________________________
 DQ1053  GEOID HEIGHT    -        -28.636 (meters)                     GEOID18
 DQ1053  NAD 83(2011) X  -   -240,139.260 (meters)                     COMP
 DQ1053  NAD 83(2011) Y  - -4,540,384.388 (meters)                     COMP
 DQ1053  NAD 83(2011) Z  -  4,458,365.663 (meters)                     COMP
 DQ1053  LAPLACE CORR    -        -10.31  (seconds)                    DEFLEC18
 DQ1053  DYNAMIC HEIGHT  -        272.090 (meters)      892.68  (feet) COMP
 DQ1053  MODELED GRAVITY -    980,497.1   (mgal)                       NAVD 88
 DQ1053
 DQ1053  VERT ORDER      -  SECOND    CLASS I
 DQ1053
 DQ1053  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DQ1053  Standards:
 DQ1053         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DQ1053            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DQ1053  -------------------------------------------------------------------
 DQ1053  NETWORK    0.63   1.18           0.27   0.24   0.60      0.08599069
 DQ1053  -------------------------------------------------------------------
 DQ1053  Click here for local accuracies and other accuracy information.
 DQ1053
 DQ1053.The horizontal coordinates were established by GPS observations
 DQ1053.and adjusted by the MN DEPT OF TRANSP in July 2016.
 DQ1053
 DQ1053.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DQ1053.been affixed to the stable North American tectonic plate. See 
 DQ1053.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DQ1053
 DQ1053.The horizontal coordinates are valid at the epoch date displayed above
 DQ1053.which is a decimal equivalence of Year/Month/Day.
 DQ1053
 DQ1053.The orthometric height was determined by differential leveling and
 DQ1053.adjusted by the NATIONAL GEODETIC SURVEY
 DQ1053.in September 2016.
 DQ1053
 DQ1053.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ1053.GEOID18 height accuracy estimate available here.
 DQ1053
 DQ1053.Click photographs - Photos may exist for this station.
 DQ1053
 DQ1053.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DQ1053
 DQ1053.The Laplace correction was computed from DEFLEC18 derived deflections.
 DQ1053
 DQ1053.The ellipsoidal height was determined by GPS observations
 DQ1053.and is referenced to NAD 83.
 DQ1053
 DQ1053.The dynamic height is computed by dividing the NAVD 88
 DQ1053.geopotential number by the normal gravity value computed on the
 DQ1053.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ1053.degrees latitude (g = 980.6199 gals.).
 DQ1053
 DQ1053.The modeled gravity was interpolated from observed gravity values.
 DQ1053
 DQ1053. The following values were computed from the NAD 83(2011) position.
 DQ1053
 DQ1053;                    North         East     Units Scale Factor Converg.
 DQ1053;SPC MN S     -   281,590.916   877,160.034   MT  0.99992456   +0 40 53.9
 DQ1053;SPC MN S     -   923,852.86  2,877,815.88   sFT  0.99992456   +0 40 53.9
 DQ1053;UTM  15      - 4,941,869.851   497,816.159   MT  0.99960006   -0 01 09.6
 DQ1053
 DQ1053!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DQ1053!SPC MN S     -   0.99996182  x   0.99992456  =   0.99988639
 DQ1053!UTM  15      -   0.99996182  x   0.99960006  =   0.99956190
 DQ1053
 DQ1053_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK9781641869(NAD 83)
 DQ1053
 DQ1053                          SUPERSEDED SURVEY CONTROL
 DQ1053
 DQ1053.No superseded survey control is available for this station.
 DQ1053
 DQ1053_MARKER: F = FLANGE-ENCASED ROD
 DQ1053_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DQ1053_STAMPING: 1904 W 2015
 DQ1053_MARK LOGO: MNDT
 DQ1053_PROJECTION: RECESSED 13 CENTIMETERS
 DQ1053_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DQ1053_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ1053_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ1053+SATELLITE: SATELLITE OBSERVATIONS - October 19, 2022
 DQ1053_ROD/PIPE-DEPTH: 4.0 meters
 DQ1053
 DQ1053  HISTORY     - Date     Condition        Report By
 DQ1053  HISTORY     - 20150401 MONUMENTED       MNDT
 DQ1053  HISTORY     - 20160427 GOOD             MNDT
 DQ1053  HISTORY     - 20221019 GOOD             MNDT
 DQ1053
 DQ1053                          STATION DESCRIPTION
 DQ1053
 DQ1053'DESCRIBED BY MN DEPT OF TRANSP 2015
 DQ1053'THE STATION IS LOCATED ABOUT 6.0 MI (9.7 KM) SOUTH OF COATES, 5.8 MI
 DQ1053'(9.3 KM) EAST OF FARMINGTON AND 4.2 MI (6.8 KM) SOUTHWEST OF
 DQ1053'VERMILLION.
 DQ1053'
 DQ1053'TO REACH THE MARK GO 1.95 MI (3.1 KM) NORTHWEST ALONG TRUNK HIGHWAY 50
 DQ1053'FROM THE JUNCTION OF TRUNK HIGHWAY 50 AND COUNTY ROAD 47/NORTHFIELD
 DQ1053'BOULEVARD IN HAMPTON, AT TRUNK HIGHWAY 50 MILE POINT 16.1.
 DQ1053'
 DQ1053'THE MARK IS LOCATED 36.4 FT (11.1 M) SOUTH OF TRUNK HIGHWAY 50, 15.3
 DQ1053'FT (4.7 M) EAST OF A FIELD ENTRANCE, 5.0 FT (1.5 M) WEST OF A WITNESS
 DQ1053'POST.
 DQ1053'
 DQ1053'NOTE - THE STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM
 DQ1053'ROD DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION REMOVABLE
 DQ1053'DISK SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH
 DQ1053'PVC PIPE BACK FILLED WITH WASHED SAND.
 DQ1053
 DQ1053                          STATION RECOVERY (2016)
 DQ1053
 DQ1053'RECOVERY NOTE BY MN DEPT OF TRANSP 2016 (DJH)
 DQ1053'RECOVERED AS DESCRIBED.
 DQ1053
 DQ1053                          STATION RECOVERY (2022)
 DQ1053
 DQ1053'RECOVERY NOTE BY MN DEPT OF TRANSP 2022 (MJS)
 DQ1053'1.8 MI (2.9 KM) NORTHWEST OF HAMPTON, 1.95 MI (3.14 KM) NORTHWEST
 DQ1053'ALONG TRUNK HIGHWAY 50 FROM THE JUNCTION OF TRUNK HIGHWAY 50 AND
 DQ1053'COUNTY ROAD 47 (NORTHFIELD BOULEVARD) IN HAMPTON, AT TRUNK HIGHWAY 50
 DQ1053'MILE POINT 16.1, 36.4 FT (11.1 M) SOUTH OF TRUNK HIGHWAY 50, 15.3 FT
 DQ1053'(4.7 M) EAST OF A FIELD ENTRANCE, 5.0 FT (1.5 M) WEST OF A WITNESS
 DQ1053'POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DQ1051 ***********************************************************************
 DQ1051  DESIGNATION -  1904 X
 DQ1051  PID         -  DQ1051
 DQ1051  STATE/COUNTY-  MN/DAKOTA
 DQ1051  COUNTRY     -  US
 DQ1051  USGS QUAD   -  COATES (2019)
 DQ1051
 DQ1051                         *CURRENT SURVEY CONTROL
 DQ1051  ______________________________________________________________________
 DQ1051* NAD 83(1986) POSITION- 44 37 48.67   (N) 093 02 35.88   (W)   HD_HELD1
 DQ1051* NAVD 88 ORTHO HEIGHT -   266.331 (meters)      873.79  (feet) ADJUSTED
 DQ1051  ______________________________________________________________________
 DQ1051  GEOID HEIGHT    -        -28.572 (meters)                     GEOID18
 DQ1051  DYNAMIC HEIGHT  -        266.301 (meters)      873.69  (feet) COMP
 DQ1051  MODELED GRAVITY -    980,498.9   (mgal)                       NAVD 88
 DQ1051
 DQ1051  VERT ORDER      -  SECOND    CLASS I
 DQ1051
 DQ1051.The horizontal coordinates were determined by differentially corrected
 DQ1051.hand held GPS observations or other comparable positioning techniques
 DQ1051.and have an estimated accuracy of +/- 3 meters.
 DQ1051
 DQ1051.The orthometric height was determined by differential leveling and
 DQ1051.adjusted by the NATIONAL GEODETIC SURVEY
 DQ1051.in September 2016.
 DQ1051
 DQ1051.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ1051.GEOID18 height accuracy estimate available here.
 DQ1051
 DQ1051.Click photographs - Photos may exist for this station.
 DQ1051
 DQ1051.The dynamic height is computed by dividing the NAVD 88
 DQ1051.geopotential number by the normal gravity value computed on the
 DQ1051.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ1051.degrees latitude (g = 980.6199 gals.).
 DQ1051
 DQ1051.The modeled gravity was interpolated from observed gravity values.
 DQ1051
 DQ1051;                    North         East    Units  Estimated Accuracy
 DQ1051;SPC MN S     -   281,576.8     875,909.0     MT  (+/- 3 meters HH1 GPS) 
 DQ1051
 DQ1051_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK9656541871(NAD 83)
 DQ1051
 DQ1051                          SUPERSEDED SURVEY CONTROL
 DQ1051
 DQ1051.No superseded survey control is available for this station.
 DQ1051
 DQ1051_MARKER: F = FLANGE-ENCASED ROD
 DQ1051_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DQ1051_STAMPING: 1904 X 2015
 DQ1051_MARK LOGO: MNDT
 DQ1051_PROJECTION: RECESSED 5 CENTIMETERS
 DQ1051_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DQ1051_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ1051_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ1051+SATELLITE: SATELLITE OBSERVATIONS - October 21, 2022
 DQ1051_ROD/PIPE-DEPTH: 8.2 meters
 DQ1051
 DQ1051  HISTORY     - Date     Condition        Report By
 DQ1051  HISTORY     - 20150401 MONUMENTED       MNDT
 DQ1051  HISTORY     - 20200414 GOOD             MNDT
 DQ1051  HISTORY     - 20221021 GOOD             MNDT
 DQ1051
 DQ1051                          STATION DESCRIPTION
 DQ1051
 DQ1051'DESCRIBED BY MN DEPT OF TRANSP 2015
 DQ1051'THE STATION IS LOCATED ABOUT 6.0 MI (9.7 KM) SOUTH OF COATES, 5.0 MI
 DQ1051'(8.0 KM) EAST OF FARMINGTON AND 4.8 MI (7.7 KM) SOUTHWEST OF
 DQ1051'VERMILLION.
 DQ1051'
 DQ1051'TO REACH THE MARK GO 2.7 MI (4.3 KM) NORTHWEST ALONG TRUNK HIGHWAY 50
 DQ1051'FROM THE JUNCTION OF TRUNK HIGHWAY 50 AND COUNTY ROAD 47/NORTHFIELD
 DQ1051'BOULEVARD IN HAMPTON, AT TRUNK HIGHWAY 50 MILE POINT 15.3.
 DQ1051'
 DQ1051'THE MARK IS LOCATED 57.6 FT (17.6 M) SOUTH OF TRUNK HIGHWAY 50, 61.2
 DQ1051'FT (18.7 M) EAST OF DRIVEWAY NUMBER 3136/3140, 1.5 FT (0.5 M) NORTH OF
 DQ1051'A WITNESS POST.
 DQ1051'
 DQ1051'NOTE - THE STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM
 DQ1051'ROD DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION REMOVABLE
 DQ1051'DISK SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH
 DQ1051'PVC PIPE BACK FILLED WITH WASHED SAND.
 DQ1051
 DQ1051                          STATION RECOVERY (2020)
 DQ1051
 DQ1051'RECOVERY NOTE BY MN DEPT OF TRANSP 2020 (SEL)
 DQ1051'RECOVERED IN GOOD CONDITION.
 DQ1051
 DQ1051                          STATION RECOVERY (2022)
 DQ1051
 DQ1051'RECOVERY NOTE BY MN DEPT OF TRANSP 2022 (MJS)
 DQ1051'2.5 MI (4.0 KM) NORTHWEST OF HAMPTON, 2.7 MI (4.3 KM) NORTHWEST ALONG
 DQ1051'TRUNK HIGHWAY 50 FROM THE JUNCTION OF TRUNK HIGHWAY 50 AND COUNTY ROAD
 DQ1051'47 / NORTHFIELD BOULEVARD IN HAMPTON, AT TRUNK HIGHWAY 50 MILE POINT
 DQ1051'15.3, 57.6 FT (17.6 M) SOUTH OF TRUNK HIGHWAY 50, 61.2 FT (18.7 M)
 DQ1051'EAST OF DRIVEWAY NUMBER 3136/3140, 1.5 FT (0.5 M) NORTH OF A WITNESS
 DQ1051'POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DQ1047 ***********************************************************************
 DQ1047  DESIGNATION -  1904 Y
 DQ1047  PID         -  DQ1047
 DQ1047  STATE/COUNTY-  MN/DAKOTA
 DQ1047  COUNTRY     -  US
 DQ1047  USGS QUAD   -  COATES (2019)
 DQ1047
 DQ1047                         *CURRENT SURVEY CONTROL
 DQ1047  ______________________________________________________________________
 DQ1047* NAD 83(2011) POSITION- 44 37 48.52321(N) 093 03 18.59792(W)   ADJUSTED
 DQ1047* NAD 83(2011) ELLIP HT-   239.391 (meters)        (07/20/16)   ADJUSTED
 DQ1047* NAD 83(2011) EPOCH   -  2010.00
 DQ1047* NAVD 88 ORTHO HEIGHT -   267.919 (meters)      879.00  (feet) ADJUSTED
 DQ1047  ______________________________________________________________________
 DQ1047  GEOID HEIGHT    -        -28.525 (meters)                     GEOID18
 DQ1047  NAD 83(2011) X  -   -242,329.091 (meters)                     COMP
 DQ1047  NAD 83(2011) Y  - -4,540,267.873 (meters)                     COMP
 DQ1047  NAD 83(2011) Z  -  4,458,360.001 (meters)                     COMP
 DQ1047  LAPLACE CORR    -        -10.13  (seconds)                    DEFLEC18
 DQ1047  DYNAMIC HEIGHT  -        267.889 (meters)      878.90  (feet) COMP
 DQ1047  MODELED GRAVITY -    980,500.1   (mgal)                       NAVD 88
 DQ1047
 DQ1047  VERT ORDER      -  SECOND    CLASS I
 DQ1047
 DQ1047  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DQ1047  Standards:
 DQ1047         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DQ1047            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DQ1047  -------------------------------------------------------------------
 DQ1047  NETWORK    0.49   0.96           0.22   0.17   0.49      0.08240711
 DQ1047  -------------------------------------------------------------------
 DQ1047  Click here for local accuracies and other accuracy information.
 DQ1047
 DQ1047.The horizontal coordinates were established by GPS observations
 DQ1047.and adjusted by the MN DEPT OF TRANSP in July 2016.
 DQ1047
 DQ1047.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DQ1047.been affixed to the stable North American tectonic plate. See 
 DQ1047.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DQ1047
 DQ1047.The horizontal coordinates are valid at the epoch date displayed above
 DQ1047.which is a decimal equivalence of Year/Month/Day.
 DQ1047
 DQ1047.The orthometric height was determined by differential leveling and
 DQ1047.adjusted by the NATIONAL GEODETIC SURVEY
 DQ1047.in September 2016.
 DQ1047
 DQ1047.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ1047.GEOID18 height accuracy estimate available here.
 DQ1047
 DQ1047.Click photographs - Photos may exist for this station.
 DQ1047
 DQ1047.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DQ1047
 DQ1047.The Laplace correction was computed from DEFLEC18 derived deflections.
 DQ1047
 DQ1047.The ellipsoidal height was determined by GPS observations
 DQ1047.and is referenced to NAD 83.
 DQ1047
 DQ1047.The dynamic height is computed by dividing the NAVD 88
 DQ1047.geopotential number by the normal gravity value computed on the
 DQ1047.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ1047.degrees latitude (g = 980.6199 gals.).
 DQ1047
 DQ1047.The modeled gravity was interpolated from observed gravity values.
 DQ1047
 DQ1047. The following values were computed from the NAD 83(2011) position.
 DQ1047
 DQ1047;                    North         East     Units Scale Factor Converg.
 DQ1047;SPC MN S     -   281,561.289   874,967.550   MT  0.99992455   +0 39 44.1
 DQ1047;SPC MN S     -   923,755.66  2,870,622.70   sFT  0.99992455   +0 39 44.1
 DQ1047;UTM  15      - 4,941,867.051   495,624.187   MT  0.99960024   -0 02 19.5
 DQ1047
 DQ1047!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DQ1047!SPC MN S     -   0.99996247  x   0.99992455  =   0.99988702
 DQ1047!UTM  15      -   0.99996247  x   0.99960024  =   0.99956272
 DQ1047
 DQ1047_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK9562441867(NAD 83)
 DQ1047
 DQ1047                          SUPERSEDED SURVEY CONTROL
 DQ1047
 DQ1047.No superseded survey control is available for this station.
 DQ1047
 DQ1047_MARKER: F = FLANGE-ENCASED ROD
 DQ1047_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DQ1047_STAMPING: 1904 Y 2015
 DQ1047_MARK LOGO: MNDT
 DQ1047_PROJECTION: RECESSED 5 CENTIMETERS
 DQ1047_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DQ1047_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ1047_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ1047+SATELLITE: SATELLITE OBSERVATIONS - October 21, 2022
 DQ1047_ROD/PIPE-DEPTH: 7.9 meters
 DQ1047
 DQ1047  HISTORY     - Date     Condition        Report By
 DQ1047  HISTORY     - 20150331 MONUMENTED       MNDT
 DQ1047  HISTORY     - 20160427 GOOD             MNDT
 DQ1047  HISTORY     - 20221021 GOOD             MNDT
 DQ1047
 DQ1047                          STATION DESCRIPTION
 DQ1047
 DQ1047'DESCRIBED BY MN DEPT OF TRANSP 2015
 DQ1047'THE STATION IS LOCATED ABOUT 6.1 MI (9.8 KM) SOUTH OF COATES, 5.3 MI
 DQ1047'(8.5 KM) SOUTHWEST OF VERMILLION AND 4.4 MI (7.1 KM) EAST OF
 DQ1047'FARMINGTON.
 DQ1047'
 DQ1047'TO REACH THE MARK GO 4.0 MI (6.4 KM) EAST ALONG TRUNK HIGHWAY 50 FROM
 DQ1047'THE JUNCTION OF TRUNK HIGHWAY 50 AND TRUNK HIGHWAY 3 IN FARMINGTON, AT
 DQ1047'TRUNK HIGHWAY 50 MILE POINT 14.75.
 DQ1047'
 DQ1047'THE MARK IS LOCATED 73.1 FT (22.3 M) SOUTH OF TRUNK HIGHWAY 50, 58.0
 DQ1047'FT (17.7 M) EAST OF COUNTY ROAD 79/BLAINE AVENUE, 1.5 FT (0.5 M) WEST
 DQ1047'OF A WITNESS POST.
 DQ1047'
 DQ1047'NOTE - THE STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM
 DQ1047'ROD DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION REMOVABLE
 DQ1047'DISK SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH
 DQ1047'PVC PIPE BACK FILLED WITH WASHED SAND.
 DQ1047
 DQ1047                          STATION RECOVERY (2016)
 DQ1047
 DQ1047'RECOVERY NOTE BY MN DEPT OF TRANSP 2016 (DJH)
 DQ1047'RECOVERED AS DESCRIBED.
 DQ1047
 DQ1047                          STATION RECOVERY (2022)
 DQ1047
 DQ1047'RECOVERY NOTE BY MN DEPT OF TRANSP 2022 (MJS)
 DQ1047'4.0 MI (6.4 KM) EAST OF FARMINGTON, 4.0 MI (6.4 KM) EAST ALONG TRUNK
 DQ1047'HIGHWAY 50 FROM THE JUNCTION OF TRUNK HIGHWAY 50 AND TRUNK HIGHWAY 3
 DQ1047'IN FARMINGTON, AT TRUNK HIGHWAY 50 MILE POINT 14.75, 73.1 FT (22.3 M)
 DQ1047'SOUTH OF TRUNK HIGHWAY 50, 58.0 FT (17.7 M) EAST OF COUNTY ROAD
 DQ1047'79/BLAINE AVENUE, 1.5 FT (0.5 M) WEST OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DQ1042 ***********************************************************************
 DQ1042  DESIGNATION -  1904 Z
 DQ1042  PID         -  DQ1042
 DQ1042  STATE/COUNTY-  MN/DAKOTA
 DQ1042  COUNTRY     -  US
 DQ1042  USGS QUAD   -  COATES (2019)
 DQ1042
 DQ1042                         *CURRENT SURVEY CONTROL
 DQ1042  ______________________________________________________________________
 DQ1042* NAD 83(2011) POSITION- 44 37 49.37886(N) 093 05 52.56799(W)   ADJUSTED
 DQ1042* NAD 83(2011) ELLIP HT-   248.190 (meters)        (07/20/16)   ADJUSTED
 DQ1042* NAD 83(2011) EPOCH   -  2010.00
 DQ1042* NAVD 88 ORTHO HEIGHT -   276.556 (meters)      907.33  (feet) ADJUSTED
 DQ1042  ______________________________________________________________________
 DQ1042  GEOID HEIGHT    -        -28.359 (meters)                     GEOID18
 DQ1042  NAD 83(2011) X  -   -245,717.524 (meters)                     COMP
 DQ1042  NAD 83(2011) Y  - -4,540,073.441 (meters)                     COMP
 DQ1042  NAD 83(2011) Z  -  4,458,384.979 (meters)                     COMP
 DQ1042  LAPLACE CORR    -         -9.77  (seconds)                    DEFLEC18
 DQ1042  DYNAMIC HEIGHT  -        276.526 (meters)      907.24  (feet) COMP
 DQ1042  MODELED GRAVITY -    980,502.8   (mgal)                       NAVD 88
 DQ1042
 DQ1042  VERT ORDER      -  SECOND    CLASS I
 DQ1042
 DQ1042  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DQ1042  Standards:
 DQ1042         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DQ1042            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DQ1042  -------------------------------------------------------------------
 DQ1042  NETWORK    0.56   1.06           0.26   0.19   0.54      0.09036466
 DQ1042  -------------------------------------------------------------------
 DQ1042  Click here for local accuracies and other accuracy information.
 DQ1042
 DQ1042.The horizontal coordinates were established by GPS observations
 DQ1042.and adjusted by the MN DEPT OF TRANSP in July 2016.
 DQ1042
 DQ1042.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DQ1042.been affixed to the stable North American tectonic plate. See 
 DQ1042.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DQ1042
 DQ1042.The horizontal coordinates are valid at the epoch date displayed above
 DQ1042.which is a decimal equivalence of Year/Month/Day.
 DQ1042
 DQ1042.The orthometric height was determined by differential leveling and
 DQ1042.adjusted by the NATIONAL GEODETIC SURVEY
 DQ1042.in September 2016.
 DQ1042
 DQ1042.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ1042.GEOID18 height accuracy estimate available here.
 DQ1042
 DQ1042.Click photographs - Photos may exist for this station.
 DQ1042
 DQ1042.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DQ1042
 DQ1042.The Laplace correction was computed from DEFLEC18 derived deflections.
 DQ1042
 DQ1042.The ellipsoidal height was determined by GPS observations
 DQ1042.and is referenced to NAD 83.
 DQ1042
 DQ1042.The dynamic height is computed by dividing the NAVD 88
 DQ1042.geopotential number by the normal gravity value computed on the
 DQ1042.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ1042.degrees latitude (g = 980.6199 gals.).
 DQ1042
 DQ1042.The modeled gravity was interpolated from observed gravity values.
 DQ1042
 DQ1042. The following values were computed from the NAD 83(2011) position.
 DQ1042
 DQ1042;                    North         East     Units Scale Factor Converg.
 DQ1042;SPC MN S     -   281,549.361   871,573.870   MT  0.99992456   +0 37 56.2
 DQ1042;SPC MN S     -   923,716.53  2,859,488.61   sFT  0.99992456   +0 37 56.2
 DQ1042;UTM  15      - 4,941,896.637   492,231.715   MT  0.99960074   -0 04 07.7
 DQ1042
 DQ1042!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DQ1042!SPC MN S     -   0.99996109  x   0.99992456  =   0.99988565
 DQ1042!UTM  15      -   0.99996109  x   0.99960074  =   0.99956184
 DQ1042
 DQ1042_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK9223141896(NAD 83)
 DQ1042
 DQ1042                          SUPERSEDED SURVEY CONTROL
 DQ1042
 DQ1042.No superseded survey control is available for this station.
 DQ1042
 DQ1042_MARKER: F = FLANGE-ENCASED ROD
 DQ1042_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DQ1042_STAMPING: 1904 Z 2015
 DQ1042_MARK LOGO: MNDT
 DQ1042_PROJECTION: RECESSED 5 CENTIMETERS
 DQ1042_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DQ1042_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ1042_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ1042+SATELLITE: SATELLITE OBSERVATIONS - October 28, 2022
 DQ1042_ROD/PIPE-DEPTH: 14.9 meters
 DQ1042
 DQ1042  HISTORY     - Date     Condition        Report By
 DQ1042  HISTORY     - 20150331 MONUMENTED       MNDT
 DQ1042  HISTORY     - 20160427 GOOD             MNDT
 DQ1042  HISTORY     - 20221028 POOR             MNDT
 DQ1042
 DQ1042                          STATION DESCRIPTION
 DQ1042
 DQ1042'DESCRIBED BY MN DEPT OF TRANSP 2015
 DQ1042'THE STATION IS LOCATED ABOUT 6.8 MI (10.9 KM) SOUTH-SOUTHWEST OF
 DQ1042'COATES, 6.5 MI (10.5 KM) NORTH-NORTHEAST OF CASTLE ROCK AND 2.3 MI
 DQ1042'(3.7 KM) EAST-SOUTHEAST OF FARMINGTON.
 DQ1042'
 DQ1042'TO REACH THE MARK GO 1.9 MI (3.1 KM) EAST ALONG TRUNK HIGHWAY 50 FROM
 DQ1042'THE JUNCTION OF TRUNK HIGHWAY 50 AND TRUNK HIGHWAY 3 IN FARMINGTON, AT
 DQ1042'TRUNK HIGHWAY 50 MILE POINT 12.65.
 DQ1042'
 DQ1042'THE MARK IS LOCATED 46.3 FT (14.1 M) SOUTH OF TRUNK HIGHWAY 50, 65.1
 DQ1042'FT (19.8 M) WEST OF A FIELD ENTRANCE, 1.5 FT (0.5 M) EAST OF A WITNESS
 DQ1042'POST.
 DQ1042'
 DQ1042'NOTE - THE STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM
 DQ1042'ROD DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION REMOVABLE
 DQ1042'DISK SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH
 DQ1042'PVC PIPE BACK FILLED WITH WASHED SAND.
 DQ1042
 DQ1042                          STATION RECOVERY (2016)
 DQ1042
 DQ1042'RECOVERY NOTE BY MN DEPT OF TRANSP 2016 (DJH)
 DQ1042'RECOVERED AS DESCRIBED.
 DQ1042
 DQ1042                          STATION RECOVERY (2022)
 DQ1042
 DQ1042'RECOVERY NOTE BY MN DEPT OF TRANSP 2022 (MJS)
 DQ1042'1.9 MI (3.1 KM) EAST OF FARMINGTON, 1.9 MI (3.1 KM) EAST ALONG TRUNK
 DQ1042'HIGHWAY 50 FROM THE JUNCTION OF TRUNK HIGHWAY 50 AND TRUNK HIGHWAY 3
 DQ1042'IN FARMINGTON, AT TRUNK HIGHWAY 50 MILE POINT 12.65, 46.3 FT (14.1 M)
 DQ1042'SOUTH OF TRUNK HIGHWAY 50, 65.1 FT (19.8 M) WEST OF A FIELD ENTRANCE,
 DQ1042'1.5 FT (0.5 M) EAST OF A WITNESS POST.  ROD LEANING EAST AFTER NEW
 DQ1042'EXCAVATION FOR A NEW ROAD TO SUBDIVISION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 PP0550 ***********************************************************************
 PP0550  DESIGNATION -  1905 B
 PP0550  PID         -  PP0550
 PP0550  STATE/COUNTY-  MN/DAKOTA
 PP0550  COUNTRY     -  US
 PP0550  USGS QUAD   -  CANNON FALLS (2019)
 PP0550
 PP0550                         *CURRENT SURVEY CONTROL
 PP0550  ______________________________________________________________________
 PP0550* NAD 83(1986) POSITION- 44 31 17.70   (N) 092 55 27.16   (W)   HD_HELD1
 PP0550* NAVD 88 ORTHO HEIGHT -   257.973 (meters)      846.37  (feet) ADJUSTED
 PP0550  ______________________________________________________________________
 PP0550  GEOID HEIGHT    -        -29.270 (meters)                     GEOID18
 PP0550  DYNAMIC HEIGHT  -        257.936 (meters)      846.25  (feet) COMP
 PP0550  MODELED GRAVITY -    980,469.8   (mgal)                       NAVD 88
 PP0550
 PP0550  VERT ORDER      -  SECOND    CLASS 0
 PP0550
 PP0550.The horizontal coordinates were determined by differentially corrected
 PP0550.hand held GPS observations or other comparable positioning techniques
 PP0550.and have an estimated accuracy of +/- 3 meters.
 PP0550
 PP0550.The orthometric height was determined by differential leveling and
 PP0550.adjusted by the NATIONAL GEODETIC SURVEY
 PP0550.in June 1991.
 PP0550
 PP0550.Significant digits in the geoid height do not necessarily reflect accuracy.
 PP0550.GEOID18 height accuracy estimate available here.
 PP0550
 PP0550.Click photographs - Photos may exist for this station.
 PP0550
 PP0550.The dynamic height is computed by dividing the NAVD 88
 PP0550.geopotential number by the normal gravity value computed on the
 PP0550.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP0550.degrees latitude (g = 980.6199 gals.).
 PP0550
 PP0550.The modeled gravity was interpolated from observed gravity values.
 PP0550
 PP0550;                    North         East    Units  Estimated Accuracy
 PP0550;SPC MN S     -   269,627.9     885,516.3     MT  (+/- 3 meters HH1 GPS) 
 PP0550
 PP0550_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWK0602229809(NAD 83)
 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
 PP0550.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PP0550.See file dsdata.pdf to determine how the superseded data were derived.
 PP0550
 PP0550_MARKER: DB = BENCH MARK DISK
 PP0550_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 PP0550_SP_SET: BRIDGE ABUTMENT
 PP0550_STAMPING: 1905 B 1972
 PP0550_MARK LOGO: MNHD
 PP0550_MAGNETIC: N = NO MAGNETIC MATERIAL
 PP0550_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PP0550_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 PP0550+SATELLITE: SATELLITE OBSERVATIONS - October 06, 2022
 PP0550
 PP0550  HISTORY     - Date     Condition        Report By
 PP0550  HISTORY     - 1972     MONUMENTED       MNHD
 PP0550  HISTORY     - 20010331 GOOD             NGS
 PP0550  HISTORY     - 20061028 GOOD             USPSQD
 PP0550  HISTORY     - 20070702 GOOD             MNDT
 PP0550  HISTORY     - 20150406 GOOD             MNDT
 PP0550  HISTORY     - 20170424 GOOD             MNDT
 PP0550  HISTORY     - 20221006 GOOD             MNDT
 PP0550
 PP0550                          STATION DESCRIPTION
 PP0550
 PP0550'DESCRIBED BY MN HIGHWAY DEPT 1972
 PP0550'0.9 MI N FROM CANNON FALLS.
 PP0550'MARK IS LOCATED 0.9 MILES NORTH ALONG TH 52 FROM THE JUNCTION OF TH 52
 PP0550'AND TH 19 (OVERPASS) AT CANNON FALLS, 0.25 MILES NORTH OF THE CANNON
 PP0550'RIVER IN THE SOUTHEAST CORNER OF BRIDGE NO. 9488, COUNTY ROAD 88 OVER
 PP0550'TH 52 AT TH 52 MILE POINT 99.1.  SE 1/4 SECTION 12, T 112, R 18.
 PP0550
 PP0550                          STATION RECOVERY (2001)
 PP0550
 PP0550'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 PP0550'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 PP0550
 PP0550                          STATION RECOVERY (2006)
 PP0550
 PP0550'RECOVERY NOTE BY US POWER SQUADRON 2006 (AEH)
 PP0550'RECOVERED IN GOOD CONDITION.
 PP0550
 PP0550                          STATION RECOVERY (2007)
 PP0550
 PP0550'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (VWC)
 PP0550'THE MARK IS LOCATED ABOUT 7.8 MI (12.6 KM) SOUTHWEST OF MIESVILLE, 4.7
 PP0550'MI (7.6 KM) EAST OF RANDOLPH AND 1.4 MI (2.3 KM) NORTHWEST OF CANNON
 PP0550'FALLS.
 PP0550'
 PP0550'TO REACH TO THE MARK GO 0.9 MI (1.4 KM) NORTH OF THE JUNCTION OF TRUNK
 PP0550'HIGHWAY 19 AND TRUNK HIGHWAY 52 AT CANNON FALLS, AT TRUNK HIGHWAY 52
 PP0550'MILE POINT 99.1, 0.25 MI (0.4 KM) NORTH OF CANNON FALLS, IN SOUTHEAST
 PP0550'CORNER OF COUNTY ROAD 88 BRIDGE 9488 OVER TRUNK HIGHWAY 52.
 PP0550
 PP0550                          STATION RECOVERY (2015)
 PP0550
 PP0550'RECOVERY NOTE BY MN DEPT OF TRANSP 2015 (KAS)
 PP0550'RECOVERED AS DESCRIBED.
 PP0550
 PP0550                          STATION RECOVERY (2017)
 PP0550
 PP0550'RECOVERY NOTE BY MN DEPT OF TRANSP 2017 (KMS)
 PP0550'1.0 MI (1.6 KM) NORTHWEST OF CANNON FALLS, 1.0 MI (1.6 KM) NORTH ALONG
 PP0550'TRUNK HIGHWAY 52 FROM THE JUNCTION OF TRUNK HIGHWAY 19 AND TRUNK
 PP0550'HIGHWAY 52 IN CANNON FALLS, AT TRUNK HIGHWAY 52 MILE POINT 99.1, 17.0
 PP0550'FT (5.2 M) SOUTH OF COUNTY ROAD 88 (295TH STREET EAST), IN THE
 PP0550'ABUTMENT IN THE SOUTHEAST CORNER OF COUNTY ROAD 88 BRIDGE NUMBER 9488
 PP0550'OVER TRUNK HIGHWAY 52.
 PP0550
 PP0550                          STATION RECOVERY (2022)
 PP0550
 PP0550'RECOVERY NOTE BY MN DEPT OF TRANSP 2022 (MJS)
 PP0550'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 PP0552 ***********************************************************************
 PP0552  DESIGNATION -  1905 C 1
 PP0552  PID         -  PP0552
 PP0552  STATE/COUNTY-  MN/DAKOTA
 PP0552  COUNTRY     -  US
 PP0552  USGS QUAD   -  CANNON FALLS (2019)
 PP0552
 PP0552                         *CURRENT SURVEY CONTROL
 PP0552  ______________________________________________________________________
 PP0552* NAD 83(1986) POSITION- 44 31 33.36   (N) 092 56 22.08   (W)   HD_HELD1
 PP0552* NAVD 88 ORTHO HEIGHT -   263.365 (meters)      864.06  (feet) ADJUSTED
 PP0552  ______________________________________________________________________
 PP0552  GEOID HEIGHT    -        -29.207 (meters)                     GEOID18
 PP0552  DYNAMIC HEIGHT  -        263.328 (meters)      863.94  (feet) COMP
 PP0552  MODELED GRAVITY -    980,471.3   (mgal)                       NAVD 88
 PP0552
 PP0552  VERT ORDER      -  SECOND    CLASS 0
 PP0552
 PP0552.The horizontal coordinates were determined by differentially corrected
 PP0552.hand held GPS observations or other comparable positioning techniques
 PP0552.and have an estimated accuracy of +/- 3 meters.
 PP0552
 PP0552.The orthometric height was determined by differential leveling and
 PP0552.adjusted by the NATIONAL GEODETIC SURVEY
 PP0552.in June 1991.
 PP0552
 PP0552.Significant digits in the geoid height do not necessarily reflect accuracy.
 PP0552.GEOID18 height accuracy estimate available here.
 PP0552
 PP0552.Click photographs - Photos may exist for this station.
 PP0552
 PP0552.The dynamic height is computed by dividing the NAVD 88
 PP0552.geopotential number by the normal gravity value computed on the
 PP0552.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP0552.degrees latitude (g = 980.6199 gals.).
 PP0552
 PP0552.The modeled gravity was interpolated from observed gravity values.
 PP0552
 PP0552;                    North         East    Units  Estimated Accuracy
 PP0552;SPC MN S     -   270,095.4     884,297.4     MT  (+/- 3 meters HH1 GPS) 
 PP0552
 PP0552_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWK0481030291(NAD 83)
 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
 PP0552.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PP0552.See file dsdata.pdf to determine how the superseded data were derived.
 PP0552
 PP0552_MARKER: DB = BENCH MARK DISK
 PP0552_SETTING: 30 = SET IN A LIGHT STRUCTURE
 PP0552_SP_SET: POWER LINE TOWER
 PP0552_STAMPING: 1905 C 1 1972
 PP0552_MARK LOGO: MNHD
 PP0552_MAGNETIC: N = NO MAGNETIC MATERIAL
 PP0552_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PP0552_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 PP0552+SATELLITE: SATELLITE OBSERVATIONS - April 06, 2015
 PP0552
 PP0552  HISTORY     - Date     Condition        Report By
 PP0552  HISTORY     - 19720401 MONUMENTED       MNHD
 PP0552  HISTORY     - 20010331 GOOD             NGS
 PP0552  HISTORY     - 20070702 GOOD             MNDT
 PP0552  HISTORY     - 20150406 GOOD             MNDT
 PP0552
 PP0552                          STATION DESCRIPTION
 PP0552
 PP0552'DESCRIBED BY MN HIGHWAY DEPT 1972
 PP0552'1.75 MI NW FROM CANNON FALLS.
 PP0552'MARK IS LOCATED 1.3 MILES NORTH ALONG TH 52 FROM THE JUNCTION OF TH 52
 PP0552'AND TH 19 (OVERPASS) AT CANNON FALLS, THENCE, 0.7 MILES WEST ALONG THE
 PP0552'CHICAGO-GREAT WESTERN RAILROAD, 59.7 FEET NORTH OF, AND 2 FEET HIGHER
 PP0552'THAN THE NORTH RAIL, 80 FEET WEST OF THE CENTER OF A NORTH-SOUTH
 PP0552'TOWNSHIP ROAD, IN THE CONCRETE FOOTING OF THE SOUTHEAST LEG OF A STEEL
 PP0552'TRANSMISSION TOWER.  NW 1/4 SECTION 12, T 112, R 18.
 PP0552
 PP0552                          STATION RECOVERY (2001)
 PP0552
 PP0552'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 PP0552'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 PP0552
 PP0552                          STATION RECOVERY (2007)
 PP0552
 PP0552'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (VWC)
 PP0552'THE MARK IS LOCATED ABOUT 8.1 MI (13.0 KM) SOUTHWEST OF MIESVILLE, 4.0
 PP0552'MI (6.4 KM) EAST OF RANDOLPH AND 2.1 MI (3.4 KM) NORTHWEST OF CANNON
 PP0552'FALLS.
 PP0552'
 PP0552'TO REACH TO THE MARK GO 1.75 MI (2.8 KM) NORTHWEST OF CANNON FALLS,
 PP0552'1.3 MI (2.1 KM) NORTH OF THE JUNCTION OF TRUNK HIGHWAY 52 AND TRUNK
 PP0552'HIGHWAY 19, 59.7 FT (18.2 M) NORTH OF NORTH RAIL OF RAILROAD, 80 FT
 PP0552'(24.4 M) WEST OF HARRY AVENUE, IN CONCRETE BASE OF SOUTHEAST LEG OF
 PP0552'STEEL POWER LINE TOWER.
 PP0552
 PP0552                          STATION RECOVERY (2015)
 PP0552
 PP0552'RECOVERY NOTE BY MN DEPT OF TRANSP 2015 (KAS)
 PP0552'THE MARK WAS LOCATED ABOUT 2.0 MI (3.2 KM) NORTHWEST OF CANNON FALLS.
 PP0552'
 PP0552'TO REACH THE MARK GO 0.05 MI (0.1 KM) WEST ON COUNTY ROAD 86  FROM THE
 PP0552'JUNCTION OF COUNTY ROAD 86 AND TRUNK HIGHWAY 52, THEN 1.1 MI (1.8 KM)
 PP0552'SOUTHEAST AND SOUTH ON 280TH STREET EAST AND HARRY AVENUE.
 PP0552'
 PP0552'THE MARK IS LOCATED 78.51 WEST OF HARRY AVENUE, 59.51 FT (18.1 M)
 PP0552'NORTH OF NORTH RAIL, 29.5 FT (9.0 M) NORTH OF DRIVEWAY, 19.3 FT (5.9
 PP0552'M) NORTH OF A WITNESS POST, IN CONCRETE FOOTING OF SOUTHEAST LEG OF
 PP0552'STEEL POWER LINE TOWER.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 PP0558 ***********************************************************************
 PP0558  DESIGNATION -  1905 H
 PP0558  PID         -  PP0558
 PP0558  STATE/COUNTY-  MN/DAKOTA
 PP0558  COUNTRY     -  US
 PP0558  USGS QUAD   -  CANNON FALLS (2019)
 PP0558
 PP0558                         *CURRENT SURVEY CONTROL
 PP0558  ______________________________________________________________________
 PP0558* NAD 83(1986) POSITION- 44 33 57.36   (N) 092 57 15.05   (W)   HD_HELD1
 PP0558* NAVD 88 ORTHO HEIGHT -   274.859 (meters)      901.77  (feet) ADJUSTED
 PP0558  ______________________________________________________________________
 PP0558  GEOID HEIGHT    -        -29.099 (meters)                     GEOID18
 PP0558  DYNAMIC HEIGHT  -        274.822 (meters)      901.65  (feet) COMP
 PP0558  MODELED GRAVITY -    980,477.1   (mgal)                       NAVD 88
 PP0558
 PP0558  VERT ORDER      -  SECOND    CLASS I
 PP0558
 PP0558.The horizontal coordinates were determined by differentially corrected
 PP0558.hand held GPS observations or other comparable positioning techniques
 PP0558.and have an estimated accuracy of +/- 3 meters.
 PP0558
 PP0558.The orthometric height was determined by differential leveling and
 PP0558.adjusted by the NATIONAL GEODETIC SURVEY
 PP0558.in September 2016.
 PP0558
 PP0558.Significant digits in the geoid height do not necessarily reflect accuracy.
 PP0558.GEOID18 height accuracy estimate available here.
 PP0558
 PP0558.Click photographs - Photos may exist for this station.
 PP0558
 PP0558.The dynamic height is computed by dividing the NAVD 88
 PP0558.geopotential number by the normal gravity value computed on the
 PP0558.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP0558.degrees latitude (g = 980.6199 gals.).
 PP0558
 PP0558.The modeled gravity was interpolated from observed gravity values.
 PP0558
 PP0558;                    North         East    Units  Estimated Accuracy
 PP0558;SPC MN S     -   274,524.5     883,071.1     MT  (+/- 3 meters HH1 GPS) 
 PP0558
 PP0558_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWK0363834733(NAD 83)
 PP0558
 PP0558                          SUPERSEDED SURVEY CONTROL
 PP0558
 PP0558  NAVD 88 (06/15/91)  274.861  (m)          901.77   (f) SUPERSEDED  2 0
 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
 PP0558.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PP0558.See file dsdata.pdf to determine how the superseded data were derived.
 PP0558
 PP0558_MARKER: DB = BENCH MARK DISK
 PP0558_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 PP0558_SP_SET: HEADWALL BOX CULVERT
 PP0558_STAMPING: 1905 H 1972
 PP0558_MARK LOGO: MNHD
 PP0558_PROJECTION: FLUSH
 PP0558_MAGNETIC: N = NO MAGNETIC MATERIAL
 PP0558_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PP0558_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 PP0558+SATELLITE: SATELLITE OBSERVATIONS - October 06, 2022
 PP0558
 PP0558  HISTORY     - Date     Condition        Report By
 PP0558  HISTORY     - 1972     MONUMENTED       MNHD
 PP0558  HISTORY     - 20010915 GOOD             USPSQD
 PP0558  HISTORY     - 20061028 GOOD             USPSQD
 PP0558  HISTORY     - 20070702 GOOD             MNDT
 PP0558  HISTORY     - 20150406 GOOD             MNDT
 PP0558  HISTORY     - 20221006 GOOD             MNDT
 PP0558
 PP0558                          STATION DESCRIPTION
 PP0558
 PP0558'DESCRIBED BY MN HIGHWAY DEPT 1972
 PP0558'4.15 MI SE FROM HAMPTON.
 PP0558'MARK IS LOCATED 4.15 MILES SOUTH ALONG TH 52 FROM THE JUNCTION OF TH
 PP0558'52 AND COUNTY ROAD 47 IN HAMPTON, 0.05 MILES SOUTH OF GOODWIN AVENUE,
 PP0558'(NORTH) 57.4 FEET NORTHEAST OF, AND ABOUT LEVEL WITH THE CENTERLINE OF
 PP0558'NORTHBOUND TH 52 AT MILE POINT 102.5, IN A CONCRETE ENERGY DISPATCHER
 PP0558'(NORTH ONE OF TWO) 7.6 FEET NORTHEAST OF THE SOUTHWEST END OF THE
 PP0558'WINGWALL.  NW 1/4 SECTION 26, T 113, R 18.
 PP0558
 PP0558                          STATION RECOVERY (2001)
 PP0558
 PP0558'RECOVERY NOTE BY US POWER SQUADRON 2001 (NM)
 PP0558'RECOVERED IN GOOD CONDITION.
 PP0558
 PP0558                          STATION RECOVERY (2006)
 PP0558
 PP0558'RECOVERY NOTE BY US POWER SQUADRON 2006 (AEH)
 PP0558'RECOVERED IN GOOD CONDITION.
 PP0558
 PP0558                          STATION RECOVERY (2007)
 PP0558
 PP0558'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (VWC)
 PP0558'THE MARK IS LOCATED ABOUT 7.4 MI (11.9 KM) WEST-SOUTHWEST OF
 PP0558'MIESVILLE, 4.7 MI (7.6 KM) NORTH-NORTHWEST OF CANNON FALLS AND 4.2 MI
 PP0558'(6.8 KM) NORTHEAST OF RANDOLPH.
 PP0558'
 PP0558'TO REACH TO THE MARK GO 4.15 MI (6.7 KM) SOUTH OF THE JUNCTION OF
 PP0558'TRUNK HIGHWAY 52 AND COUNTY ROAD 47 AT HAMPTON, AT TRUNK HIGHWAY 52
 PP0558'MILE POINT 102.5, 0.05 MI (0.1 KM) SOUTH OF GOODWIN AVENUE, 57.4 FT
 PP0558'(17.5 M) NORTHEAST OF NORTHBOUND TRUNK HIGHWAY 52, 7.6 FT (2.3 M)
 PP0558'NORTHEAST OF SOUTHWEST END OF WING WALL, IN NORTH 1 OF 2 ENERGY
 PP0558'DISPATCHERS.
 PP0558
 PP0558                          STATION RECOVERY (2015)
 PP0558
 PP0558'RECOVERY NOTE BY MN DEPT OF TRANSP 2015 (KAS)
 PP0558'RECOVERED AS DESCRIBED.
 PP0558
 PP0558                          STATION RECOVERY (2022)
 PP0558
 PP0558'RECOVERY NOTE BY MN DEPT OF TRANSP 2022 (MJS)
 PP0558'4.15 MI (6.68 KM) SOUTH OF THE JUNCTION OF TRUNK HIGHWAY 52 AND COUNTY
 PP0558'ROAD 47 IN HAMPTON, AT TRUNK HIGHWAY 52 MILE POINT 102.5, 0.05 MI
 PP0558'(0.08 KM) SOUTH OF GOODWIN AVENUE, 57.4 FT (17.5 M) NORTHEAST OF THE
 PP0558'NORTHBOUND TRUNK HIGHWAY 52, IN THE SOUTH WALL OF THE NORTH (ONE OF
 PP0558'TWO) CONCRETE WEIR.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 PP0559 ***********************************************************************
 PP0559  DESIGNATION -  1905 J
 PP0559  PID         -  PP0559
 PP0559  STATE/COUNTY-  MN/DAKOTA
 PP0559  COUNTRY     -  US
 PP0559  USGS QUAD   -  CANNON FALLS (2019)
 PP0559
 PP0559                         *CURRENT SURVEY CONTROL
 PP0559  ______________________________________________________________________
 PP0559* NAD 83(1986) POSITION- 44 34 15.50   (N) 092 57 36.95   (W)   HD_HELD1
 PP0559* NAVD 88 ORTHO HEIGHT -   293.477 (meters)      962.85  (feet) ADJUSTED
 PP0559  ______________________________________________________________________
 PP0559  GEOID HEIGHT    -        -29.064 (meters)                     GEOID18
 PP0559  DYNAMIC HEIGHT  -        293.438 (meters)      962.72  (feet) COMP
 PP0559  MODELED GRAVITY -    980,478.2   (mgal)                       NAVD 88
 PP0559
 PP0559  VERT ORDER      -  SECOND    CLASS I
 PP0559
 PP0559.The horizontal coordinates were determined by differentially corrected
 PP0559.hand held GPS observations or other comparable positioning techniques
 PP0559.and have an estimated accuracy of +/- 3 meters.
 PP0559
 PP0559.The orthometric height was determined by differential leveling and
 PP0559.adjusted by the NATIONAL GEODETIC SURVEY
 PP0559.in September 2016.
 PP0559
 PP0559.Significant digits in the geoid height do not necessarily reflect accuracy.
 PP0559.GEOID18 height accuracy estimate available here.
 PP0559
 PP0559.Click photographs - Photos may exist for this station.
 PP0559
 PP0559.The dynamic height is computed by dividing the NAVD 88
 PP0559.geopotential number by the normal gravity value computed on the
 PP0559.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP0559.degrees latitude (g = 980.6199 gals.).
 PP0559
 PP0559.The modeled gravity was interpolated from observed gravity values.
 PP0559
 PP0559;                    North         East    Units  Estimated Accuracy
 PP0559;SPC MN S     -   275,078.2     882,580.8     MT  (+/- 3 meters HH1 GPS) 
 PP0559
 PP0559_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWK0315535293(NAD 83)
 PP0559
 PP0559                          SUPERSEDED SURVEY CONTROL
 PP0559
 PP0559  NAVD 88 (06/15/91)  293.481  (m)          962.86   (f) SUPERSEDED  2 0
 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
 PP0559.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PP0559.See file dsdata.pdf to determine how the superseded data were derived.
 PP0559
 PP0559_MARKER: DB = BENCH MARK DISK
 PP0559_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PP0559_STAMPING: 1905 J 1972
 PP0559_MARK LOGO: MNHD
 PP0559_PROJECTION: RECESSED 8 CENTIMETERS
 PP0559_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 PP0559_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PP0559+STABILITY: SURFACE MOTION
 PP0559_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PP0559+SATELLITE: SATELLITE OBSERVATIONS - October 06, 2022
 PP0559
 PP0559  HISTORY     - Date     Condition        Report By
 PP0559  HISTORY     - 1972     MONUMENTED       MNHD
 PP0559  HISTORY     - 20010915 GOOD             USPSQD
 PP0559  HISTORY     - 20061028 GOOD             USPSQD
 PP0559  HISTORY     - 20070702 GOOD             MNDT
 PP0559  HISTORY     - 20150406 GOOD             MNDT
 PP0559  HISTORY     - 20221006 GOOD             MNDT
 PP0559
 PP0559                          STATION DESCRIPTION
 PP0559
 PP0559'DESCRIBED BY MN HIGHWAY DEPT 1972
 PP0559'3.65 MI SE FROM HAMPTON.
 PP0559'MARK IS LOCATED 3.65 MILES SOUTH ALONG T.H. 52 FROM THE JUNCTION OF
 PP0559'T.H. 52 AND COUNTY ROAD 47 IN HAMPTON, 2.65 MILES SOUTH OF THE T.H. 50
 PP0559'OVERPASS, 125 FEET NORTH OF THE NORTHEAST END OF A 24 INCH CONCRETE
 PP0559'CULVERT UNDER T.H. 52, 27.4 FEET NORTHEAST OF MILE POST NO. 103, 57
 PP0559'FEET NORTHEAST OF, AND 1 FOOT LOWER THAN THE CENTERLINE OF NORTH BOUND
 PP0559'T.H. 52, 1.5 FEET NORTHWEST OF A STEEL WITNESS POST, IN A 6 FOOT
 PP0559'PRECAST CONCRETE MONUMENT SET FLUSH WITH THE GROUND.  NE 1/4 SECTION
 PP0559'27, T 113, R 18.
 PP0559
 PP0559                          STATION RECOVERY (2001)
 PP0559
 PP0559'RECOVERY NOTE BY US POWER SQUADRON 2001 (NM)
 PP0559'RECOVERED IN GOOD CONDITION.
 PP0559
 PP0559                          STATION RECOVERY (2006)
 PP0559
 PP0559'RECOVERY NOTE BY US POWER SQUADRON 2006 (AEH)
 PP0559'RECOVERED IN GOOD CONDITION.
 PP0559
 PP0559                          STATION RECOVERY (2007)
 PP0559
 PP0559'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (VWC)
 PP0559'THE MARK IS LOCATED ABOUT 7.1 MI (11.4 KM) SOUTH OF VERMILLION, 5.2 MI
 PP0559'(8.4 KM) NORTH-NORTHWEST OF CANNON FALLS AND 4.3 MI (6.9 KM) NORTHEAST
 PP0559'OF RANDOLPH.
 PP0559'
 PP0559'TO REACH TO THE MARK GO 3.65 MI (5.9 KM) SOUTH OF THE JUNCTION OF
 PP0559'TRUNK HIGHWAY 52 AND COUNTY ROAD 47 IN HAMPTON, 2.6 MI (4.2 KM) SOUTH
 PP0559'OF TRUNK HIGHWAY 50, 125 FT (38.1 M) NORTH OF CULVERT, 27.4 FT (8.4 M)
 PP0559'NORTHEAST OF MILEPOST 103, 57 FT (17.4 M) NORTHEAST OF NORTHBOUND
 PP0559'TRUNK HIGHWAY 52, 1.5 FT (0.5 M) NORTHWEST OF A WITNESS POST.
 PP0559
 PP0559                          STATION RECOVERY (2015)
 PP0559
 PP0559'RECOVERY NOTE BY MN DEPT OF TRANSP 2015 (KAS)
 PP0559'RECOVERED AS DESCRIBED.
 PP0559
 PP0559                          STATION RECOVERY (2022)
 PP0559
 PP0559'RECOVERY NOTE BY MN DEPT OF TRANSP 2022 (MJS)
 PP0559'3.65 MI (5.87 KM) SOUTH OF THE JUNCTION OF TRUNK HIGHWAY 52 AND COUNTY
 PP0559'ROAD 47 IN HAMPTON, 2.6 MI (4.2 KM) SOUTH OF TRUNK HIGHWAY 50, 125.0
 PP0559'FT (38.1 M) NORTH OF A CULVERT, 27.4 FT (8.4 M) NORTHEAST OF MILEPOST
 PP0559'103, 57.0 FT (17.4 M) NORTHEAST OF THE NORTHBOUND TRUNK HIGHWAY 52,
 PP0559'1.5 FT (0.5 M) NORTHWEST OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 PP0560 ***********************************************************************
 PP0560  DESIGNATION -  1905 K
 PP0560  PID         -  PP0560
 PP0560  STATE/COUNTY-  MN/DAKOTA
 PP0560  COUNTRY     -  US
 PP0560  USGS QUAD   -  CANNON FALLS (2019)
 PP0560
 PP0560                         *CURRENT SURVEY CONTROL
 PP0560  ______________________________________________________________________
 PP0560* NAD 83(1986) POSITION- 44 34 44.77   (N) 092 58 18.21   (W)   HD_HELD1
 PP0560* NAVD 88 ORTHO HEIGHT -   294.631 (meters)      966.64  (feet) ADJUSTED
 PP0560  ______________________________________________________________________
 PP0560  GEOID HEIGHT    -        -28.998 (meters)                     GEOID18
 PP0560  DYNAMIC HEIGHT  -        294.593 (meters)      966.51  (feet) COMP
 PP0560  MODELED GRAVITY -    980,480.2   (mgal)                       NAVD 88
 PP0560
 PP0560  VERT ORDER      -  SECOND    CLASS I
 PP0560
 PP0560.The horizontal coordinates were determined by differentially corrected
 PP0560.hand held GPS observations or other comparable positioning techniques
 PP0560.and have an estimated accuracy of +/- 3 meters.
 PP0560
 PP0560.The orthometric height was determined by differential leveling and
 PP0560.adjusted by the NATIONAL GEODETIC SURVEY
 PP0560.in September 2016.
 PP0560
 PP0560.Significant digits in the geoid height do not necessarily reflect accuracy.
 PP0560.GEOID18 height accuracy estimate available here.
 PP0560
 PP0560.Click photographs - Photos may exist for this station.
 PP0560
 PP0560.The dynamic height is computed by dividing the NAVD 88
 PP0560.geopotential number by the normal gravity value computed on the
 PP0560.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP0560.degrees latitude (g = 980.6199 gals.).
 PP0560
 PP0560.The modeled gravity was interpolated from observed gravity values.
 PP0560
 PP0560;                    North         East    Units  Estimated Accuracy
 PP0560;SPC MN S     -   275,970.0     881,659.2     MT  (+/- 3 meters HH1 GPS) 
 PP0560
 PP0560_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWK0224436196(NAD 83)
 PP0560
 PP0560                          SUPERSEDED SURVEY CONTROL
 PP0560
 PP0560  NAVD 88 (06/15/91)  294.634  (m)          966.65   (f) SUPERSEDED  2 0
 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
 PP0560.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PP0560.See file dsdata.pdf to determine how the superseded data were derived.
 PP0560
 PP0560_MARKER: DB = BENCH MARK DISK
 PP0560_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 PP0560_SP_SET: CULVERT
 PP0560_STAMPING: 1905 K 1972
 PP0560_MARK LOGO: MNHD
 PP0560_MAGNETIC: N = NO MAGNETIC MATERIAL
 PP0560_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PP0560+STABILITY: SURFACE MOTION
 PP0560_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 PP0560+SATELLITE: SATELLITE OBSERVATIONS - October 06, 2022
 PP0560
 PP0560  HISTORY     - Date     Condition        Report By
 PP0560  HISTORY     - 1972     MONUMENTED       MNHD
 PP0560  HISTORY     - 20010915 GOOD             USPSQD
 PP0560  HISTORY     - 20021228 GOOD             USPSQD
 PP0560  HISTORY     - 20061028 GOOD             USPSQD
 PP0560  HISTORY     - 20070702 GOOD             MNDT
 PP0560  HISTORY     - 20150617 GOOD             MNDT
 PP0560  HISTORY     - 20221006 GOOD             MNDT
 PP0560
 PP0560                          STATION DESCRIPTION
 PP0560
 PP0560'DESCRIBED BY MN HIGHWAY DEPT 1972
 PP0560'2.9 MI SE FROM HAMPTON.
 PP0560'MARK IS LOCATED 2.9 MILES SOUTH ALONG T.H. 52 FROM THE JUNCTION OF
 PP0560'T.H. 52 AND COUNTY ROAD 47 IN HAMPTON, 1.9 MILES SOUTH OF THE T.H. 50
 PP0560'OVERPASS, 0.05 MILES SOUTH OF FISCHER AVENUE, 34.1 FEET NORTHEAST OF,
 PP0560'AND 3 FEET LOWER THAN THE CENTERLINE OF NORTH BOUND T.H. 52 AT MILE
 PP0560'POINT 103.75, IN THE NORTHEAST CORNER (MOST NORTHERLY) OF A CONCRETE
 PP0560'HEADWALL OF A 90 INCH CONCRETE CULVERT UNDER T.H. 52.  SW 1/4 SECTION
 PP0560'22, T 113, R 18.
 PP0560
 PP0560                          STATION RECOVERY (2001)
 PP0560
 PP0560'RECOVERY NOTE BY US POWER SQUADRON 2001 (NM)
 PP0560'RECOVERED IN GOOD CONDITION.
 PP0560
 PP0560                          STATION RECOVERY (2002)
 PP0560
 PP0560'RECOVERY NOTE BY US POWER SQUADRON 2002 (CTK)
 PP0560'RECOVERED IN GOOD CONDITION.
 PP0560
 PP0560                          STATION RECOVERY (2006)
 PP0560
 PP0560'RECOVERY NOTE BY US POWER SQUADRON 2006 (AEH)
 PP0560'RECOVERED IN GOOD CONDITION.
 PP0560
 PP0560                          STATION RECOVERY (2007)
 PP0560
 PP0560'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (PJG)
 PP0560'THE MARK IS LOCATED ABOUT 6.5 MI (10.5 KM) SOUTH OF VERMILLION, 6.0 MI
 PP0560'(9.7 KM) NORTH-NORTHWEST OF CANNON FALLS AND 4.3 MI (6.9 KM)
 PP0560'NORTH-NORTHEAST OF RANDOLPH.
 PP0560'
 PP0560'TO REACH TO THE MARK GO 2.9 MI (4.7 KM) SOUTHEAST OF THE JUNCTION OF
 PP0560'TRUNK HIGHWAY 52 AND COUNTY ROAD 47 AT HAMPTON, AT TRUNK HIGHWAY 52
 PP0560'MILE POINT 103.75, 1.9 MI (3.1 KM) SOUTH OF TRUNK HIGHWAY 50, 0.05 MI
 PP0560'(0.1 KM) SOUTH OF FISCHER AVENUE, 34.1 FT (10.4 M) NORTHEAST OF
 PP0560'NORTHBOUND TRUNK HIGHWAY 52, IN NORTHEAST CORNER OF HEADWALL ON TRUNK
 PP0560'HIGHWAY 52 BOX CULVERT.
 PP0560
 PP0560                          STATION RECOVERY (2015)
 PP0560
 PP0560'RECOVERY NOTE BY MN DEPT OF TRANSP 2015 (KAE)
 PP0560'RECOVERED AS DESCRIBED.
 PP0560
 PP0560                          STATION RECOVERY (2022)
 PP0560
 PP0560'RECOVERY NOTE BY MN DEPT OF TRANSP 2022 (MJS)
 PP0560'2.6 MI (4.2 KM) SOUTHEAST OF HAMPTON, AT TRUNK HIGHWAY 52 MILE POINT
 PP0560'103.75, 1.9 MI (3.1 KM) SOUTHEAST ALONG TRUNK HIGHWAY 52 FROM THE
 PP0560'JUNCTION OF TRUNK HIGHWAY 50 AND TRUNK HIGHWAY 52, 0.05 MI (0.08 KM)
 PP0560'SOUTH OF FISCHER AVENUE, 34.1 FT (10.4 M) NORTHEAST OF THE NORTHBOUND
 PP0560'TRUNK HIGHWAY 52, IN THE NORTHEAST CORNER OF THE HEADWALL OF A BOX
 PP0560'CULVERT, 2.0 FT (0.6 M) EAST OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 PP0561 ***********************************************************************
 PP0561  DESIGNATION -  1905 L
 PP0561  PID         -  PP0561
 PP0561  STATE/COUNTY-  MN/DAKOTA
 PP0561  COUNTRY     -  US
 PP0561  USGS QUAD   -  CANNON FALLS (2019)
 PP0561
 PP0561                         *CURRENT SURVEY CONTROL
 PP0561  ______________________________________________________________________
 PP0561* NAD 83(2011) POSITION- 44 34 54.17058(N) 092 58 31.13125(W)   ADJUSTED
 PP0561* NAD 83(2011) ELLIP HT-   269.704 (meters)        (07/25/16)   ADJUSTED
 PP0561* NAD 83(2011) EPOCH   -  2010.00
 PP0561* NAVD 88 ORTHO HEIGHT -   298.688 (meters)      979.95  (feet) ADJUSTED
 PP0561  ______________________________________________________________________
 PP0561  GEOID HEIGHT    -        -28.977 (meters)                     GEOID18
 PP0561  NAD 83(2011) X  -   -236,198.483 (meters)                     COMP
 PP0561  NAD 83(2011) Y  - -4,544,397.102 (meters)                     COMP
 PP0561  NAD 83(2011) Z  -  4,454,549.485 (meters)                     COMP
 PP0561  LAPLACE CORR    -        -10.95  (seconds)                    DEFLEC18
 PP0561  DYNAMIC HEIGHT  -        298.650 (meters)      979.82  (feet) COMP
 PP0561  MODELED GRAVITY -    980,480.8   (mgal)                       NAVD 88
 PP0561
 PP0561  VERT ORDER      -  SECOND    CLASS I
 PP0561
 PP0561  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 PP0561  Standards:
 PP0561         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 PP0561            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 PP0561  -------------------------------------------------------------------
 PP0561  NETWORK    0.56   1.06           0.25   0.20   0.54      0.05577071
 PP0561  -------------------------------------------------------------------
 PP0561  Click here for local accuracies and other accuracy information.
 PP0561
 PP0561.The horizontal coordinates were established by GPS observations
 PP0561.and adjusted by the MN DEPT OF TRANSP in July 2016.
 PP0561
 PP0561.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 PP0561.been affixed to the stable North American tectonic plate. See 
 PP0561.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 PP0561
 PP0561.The horizontal coordinates are valid at the epoch date displayed above
 PP0561.which is a decimal equivalence of Year/Month/Day.
 PP0561
 PP0561.The orthometric height was determined by differential leveling and
 PP0561.adjusted by the NATIONAL GEODETIC SURVEY
 PP0561.in September 2016.
 PP0561
 PP0561.Significant digits in the geoid height do not necessarily reflect accuracy.
 PP0561.GEOID18 height accuracy estimate available here.
 PP0561
 PP0561.Click photographs - Photos may exist for this station.
 PP0561
 PP0561.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 PP0561
 PP0561.The Laplace correction was computed from DEFLEC18 derived deflections.
 PP0561
 PP0561.The ellipsoidal height was determined by GPS observations
 PP0561.and is referenced to NAD 83.
 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. The following values were computed from the NAD 83(2011) position.
 PP0561
 PP0561;                    North         East     Units Scale Factor Converg.
 PP0561;SPC MN S     -   276,256.568   881,370.508   MT  0.99992302   +0 43 05.6
 PP0561;SPC MN S     -   906,351.76  2,891,629.74   sFT  0.99992302   +0 43 05.6
 PP0561;UTM  15      - 4,936,486.138   501,959.720   MT  0.99960005   +0 01 02.4
 PP0561
 PP0561!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PP0561!SPC MN S     -   0.99995771  x   0.99992302  =   0.99988074
 PP0561!UTM  15      -   0.99995771  x   0.99960005  =   0.99955778
 PP0561
 PP0561_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWK0195936486(NAD 83)
 PP0561
 PP0561                          SUPERSEDED SURVEY CONTROL
 PP0561
 PP0561  NAVD 88 (06/15/91)  298.697  (m)          979.98   (f) SUPERSEDED  2 0
 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
 PP0561.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PP0561.See file dsdata.pdf to determine how the superseded data were derived.
 PP0561
 PP0561_MARKER: DB = BENCH MARK DISK
 PP0561_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 PP0561_STAMPING: 1905 L 1972
 PP0561_MARK LOGO: MNHD
 PP0561_PROJECTION: FLUSH
 PP0561_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 PP0561_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PP0561_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PP0561+SATELLITE: SATELLITE OBSERVATIONS - October 06, 2022
 PP0561
 PP0561  HISTORY     - Date     Condition        Report By
 PP0561  HISTORY     - 19720401 MONUMENTED       MNHD
 PP0561  HISTORY     - 20010915 GOOD             USPSQD
 PP0561  HISTORY     - 20021228 GOOD             USPSQD
 PP0561  HISTORY     - 20061028 GOOD             USPSQD
 PP0561  HISTORY     - 20070702 GOOD             MNDT
 PP0561  HISTORY     - 20150407 GOOD             MNDT
 PP0561  HISTORY     - 20160414 GOOD             MNDT
 PP0561  HISTORY     - 20221006 GOOD             MNDT
 PP0561
 PP0561                          STATION DESCRIPTION
 PP0561
 PP0561'DESCRIBED BY MN HIGHWAY DEPT 1972
 PP0561'2.6 MI SE FROM HAMPTON.
 PP0561'MARK IS LOCATED 2.6 MILES SOUTH ALONG T.H. 52 FROM THE JUNCTION OF
 PP0561'T.H. 52 AND COUNTY ROAD 47 IN HAMPTON, 1.6 MILES SOUTHEAST OF THE T.H.
 PP0561'50 OVERPASS, 0.2 MILES NORTHWEST OF FISCHER AVENUE, 71.4 FEET
 PP0561'NORTHEAST OF, AND 3 FEET LOWER THAN THE CENTERLINE OF NORTH BOUND T.H.
 PP0561'52 AT MILE POINT 104.05, 1.1 FEET NORTHWEST OF A STEEL WITNESS POST IN
 PP0561'A 6 FOOT PRECAST CONCRETE MONUMENT SET FLUSH WITH THE GROUND. NW 1/4
 PP0561'SECTION 22, T 113, R 18.
 PP0561
 PP0561                          STATION RECOVERY (2001)
 PP0561
 PP0561'RECOVERY NOTE BY US POWER SQUADRON 2001 (NM)
 PP0561'RECOVERED IN GOOD CONDITION.
 PP0561
 PP0561                          STATION RECOVERY (2002)
 PP0561
 PP0561'RECOVERY NOTE BY US POWER SQUADRON 2002 (CTK)
 PP0561'RECOVERED IN GOOD CONDITION.
 PP0561
 PP0561                          STATION RECOVERY (2006)
 PP0561
 PP0561'RECOVERY NOTE BY US POWER SQUADRON 2006 (AEH)
 PP0561'RECOVERED IN GOOD CONDITION.
 PP0561
 PP0561                          STATION RECOVERY (2007)
 PP0561
 PP0561'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (VWC)
 PP0561'THE MARK IS LOCATED ABOUT 6.4 MI (10.3 KM) SOUTH OF VERMILLION, 6.2 MI
 PP0561'(10.0 KM) NORTHWEST OF CANNON FALLS AND 4.4 MI (7.1 KM)
 PP0561'NORTH-NORTHEAST OF RANDOLPH.
 PP0561'
 PP0561'TO REACH TO THE MARK GO 2.6 MI (4.2 KM) SOUTHEAST OF THE JUNCTION OF
 PP0561'TRUNK HIGHWAY 52 AND COUNTY ROAD 47 AT HAMPTON, AT TRUNK HIGHWAY 52
 PP0561'MILE POINT 104.05, 1.6 MI (2.6 KM) SOUTHEAST OF TRUNK HIGHWAY 50, 0.2
 PP0561'MI (0.3 KM) NORTHWEST OF FISCHER AVENUE, 71.4 FT (21.8 M) NORTHEAST OF
 PP0561'NORTHBOUND TRUNK HIGHWAY 52, 1.1 FT (0.3 M) NORTHWEST OF A WITNESS
 PP0561'POST.
 PP0561
 PP0561                          STATION RECOVERY (2015)
 PP0561
 PP0561'RECOVERY NOTE BY MN DEPT OF TRANSP 2015 (KAS)
 PP0561'RECOVERED AS DESCRIBED.
 PP0561
 PP0561                          STATION RECOVERY (2016)
 PP0561
 PP0561'RECOVERY NOTE BY MN DEPT OF TRANSP 2016 (DJH)
 PP0561'RECOVERED AS DESCRIBED.
 PP0561
 PP0561                          STATION RECOVERY (2022)
 PP0561
 PP0561'RECOVERY NOTE BY MN DEPT OF TRANSP 2022 (MJS)
 PP0561'2.6 MI (4.2 KM) SOUTHEAST OF THE JUNCTION OF TRUNK HIGHWAY 52 AND
 PP0561'COUNTY ROAD 47 AT HAMPTON, AT TRUNK HIGHWAY 52 MILE POINT 104.05, 1.6
 PP0561'MI (2.6 KM) SOUTHEAST OF TRUNK HIGHWAY 50, 2.1 MI (3.4 KM) SOUTHEAST
 PP0561'OF HAMPTON.  0.2 MI (0.3 KM) NORTHWEST OF FISCHER AVENUE, 71.4 FT
 PP0561'(21.8 M) NORTHEAST OF NORTHBOUND TRUNK HIGHWAY 52, 1.1 FT (0.3 M)
 PP0561'NORTHWEST OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 PP0562 ***********************************************************************
 PP0562  DESIGNATION -  1905 M
 PP0562  PID         -  PP0562
 PP0562  STATE/COUNTY-  MN/DAKOTA
 PP0562  COUNTRY     -  US
 PP0562  USGS QUAD   -  CANNON FALLS (2019)
 PP0562
 PP0562                         *CURRENT SURVEY CONTROL
 PP0562  ______________________________________________________________________
 PP0562* NAD 83(1986) POSITION- 44 35 33.95   (N) 092 59 14.65   (W)   HD_HELD1
 PP0562* NAVD 88 ORTHO HEIGHT -   310.130 (meters)     1017.48  (feet) ADJUSTED
 PP0562  ______________________________________________________________________
 PP0562  GEOID HEIGHT    -        -28.900 (meters)                     GEOID18
 PP0562  DYNAMIC HEIGHT  -        310.091 (meters)     1017.36  (feet) COMP
 PP0562  MODELED GRAVITY -    980,483.2   (mgal)                       NAVD 88
 PP0562
 PP0562  VERT ORDER      -  SECOND    CLASS I
 PP0562
 PP0562.The horizontal coordinates were determined by differentially corrected
 PP0562.hand held GPS observations or other comparable positioning techniques
 PP0562.and have an estimated accuracy of +/- 3 meters.
 PP0562
 PP0562.The orthometric height was determined by differential leveling and
 PP0562.adjusted by the NATIONAL GEODETIC SURVEY
 PP0562.in September 2016.
 PP0562
 PP0562.Significant digits in the geoid height do not necessarily reflect accuracy.
 PP0562.GEOID18 height accuracy estimate available here.
 PP0562
 PP0562.Click photographs - Photos may exist for this station.
 PP0562
 PP0562.The dynamic height is computed by dividing the NAVD 88
 PP0562.geopotential number by the normal gravity value computed on the
 PP0562.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP0562.degrees latitude (g = 980.6199 gals.).
 PP0562
 PP0562.The modeled gravity was interpolated from observed gravity values.
 PP0562
 PP0562;                    North         East    Units  Estimated Accuracy
 PP0562;SPC MN S     -   277,472.3     880,395.4     MT  (+/- 3 meters HH1 GPS) 
 PP0562
 PP0562_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWK0099937713(NAD 83)
 PP0562
 PP0562                          SUPERSEDED SURVEY CONTROL
 PP0562
 PP0562  NAVD 88 (06/15/91)  310.139  (m)         1017.51   (f) SUPERSEDED  2 0
 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
 PP0562.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PP0562.See file dsdata.pdf to determine how the superseded data were derived.
 PP0562
 PP0562_MARKER: DB = BENCH MARK DISK
 PP0562_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 PP0562_STAMPING: 1905 M 1972
 PP0562_MARK LOGO: MNHD
 PP0562_PROJECTION: FLUSH
 PP0562_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 PP0562_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PP0562_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PP0562+SATELLITE: SATELLITE OBSERVATIONS - October 06, 2022
 PP0562
 PP0562  HISTORY     - Date     Condition        Report By
 PP0562  HISTORY     - 1972     MONUMENTED       MNHD
 PP0562  HISTORY     - 20061028 GOOD             USPSQD
 PP0562  HISTORY     - 20070702 GOOD             MNDT
 PP0562  HISTORY     - 20150407 GOOD             MNDT
 PP0562  HISTORY     - 20221006 GOOD             MNDT
 PP0562
 PP0562                          STATION DESCRIPTION
 PP0562
 PP0562'DESCRIBED BY MN HIGHWAY DEPT 1972
 PP0562'1.65 MI SE FROM HAMPTON.
 PP0562'MARK IS LOCATED 1.65 MILES SOUTH ALONG T.H. 52 FROM THE JUNCTION OF
 PP0562'T.H. 52 AND COUNTY ROAD 47 IN HAMPTON, 0.6 MILES SOUTHEAST OF THE T.H.
 PP0562'50 OVERPASS, 83.4 FEET NORTHEAST OF, AND 5 FEET HIGHER THAN THE
 PP0562'CENTERLINE OF NORTH BOUND T.H. 52 AT MILE POINT 105.05, 80 FEET
 PP0562'NORTHWEST OF A TELEPHONE POLE, 73 FEET SOUTHWEST OF A FENCE LINE, 1
 PP0562'FOOT NORTHWEST OF A STEEL WITNESS POST, IN A 6 FOOT PRECAST CONCRETE
 PP0562'MONUMENT SET FLUSH WITH THE GROUND.  SW 1/4 SECTION 16, T 113, R 18.
 PP0562
 PP0562                          STATION RECOVERY (2006)
 PP0562
 PP0562'RECOVERY NOTE BY US POWER SQUADRON 2006 (AEH)
 PP0562'RECOVERED IN GOOD CONDITION.
 PP0562
 PP0562                          STATION RECOVERY (2007)
 PP0562
 PP0562'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (VWC)
 PP0562'THE MARK IS LOCATED ABOUT 7.2 MI (11.6 KM) NORTHWEST OF CANNON FALLS,
 PP0562'5.7 MI (9.2 KM) SOUTH OF VERMILLION AND 4.9 MI (7.9 KM)
 PP0562'NORTH-NORTHEAST OF RANDOLPH.
 PP0562'
 PP0562'TO REACH TO THE MARK GO 1.65 MI (2.7 KM) SOUTHEAST OF THE JUNCTION OF
 PP0562'TRUNK HIGHWAY 52 AND COUNTY ROAD 47 AT HAMPTON, AT TRUNK HIGHWAY 52
 PP0562'MILE POINT 105.1, 0.6 MI (1.0 KM) SOUTHEAST OF TRUNK HIGHWAY 50, 83.4
 PP0562'FT (25.4 M) NORTHEAST OF NORTHBOUND TRUNK HIGHWAY 52, 1 FT (0.3 M)
 PP0562'NORTHWEST OF A WITNESS POST.
 PP0562
 PP0562                          STATION RECOVERY (2015)
 PP0562
 PP0562'RECOVERY NOTE BY MN DEPT OF TRANSP 2015 (KAS)
 PP0562'RECOVERED AS DESCRIBED.
 PP0562
 PP0562                          STATION RECOVERY (2022)
 PP0562
 PP0562'RECOVERY NOTE BY MN DEPT OF TRANSP 2022 (MJS)
 PP0562'1.15 MI (1.85 KM) SOUTHEAST OF HAMPTON, 1.65 MI (2.65 KM) SOUTHEAST OF
 PP0562'THE JUNCTION OF TRUNK HIGHWAY 52 AND COUNTY ROAD 47 AT HAMPTON, AT
 PP0562'TRUNK HIGHWAY 52 MILE POINT 105.05, 0.6 MI (1.0 KM) SOUTHEAST OF TRUNK
 PP0562'HIGHWAY 50, 83.4 FT (25.4 M) NORTHEAST OF NORTHBOUND TRUNK HIGHWAY 52,
 PP0562'1.0 FT (0.3 M) SOUTHWEST OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 PP0564 ***********************************************************************
 PP0564  DESIGNATION -  1905 N
 PP0564  PID         -  PP0564
 PP0564  STATE/COUNTY-  MN/DAKOTA
 PP0564  COUNTRY     -  US
 PP0564  USGS QUAD   -  CANNON FALLS (2019)
 PP0564
 PP0564                         *CURRENT SURVEY CONTROL
 PP0564  ______________________________________________________________________
 PP0564* NAD 83(1986) POSITION- 44 36 04.25   (N) 092 59 34.69   (W)   HD_HELD1
 PP0564* NAVD 88 ORTHO HEIGHT -   299.536 (meters)      982.73  (feet) ADJUSTED
 PP0564  ______________________________________________________________________
 PP0564  GEOID HEIGHT    -        -28.857 (meters)                     GEOID18
 PP0564  DYNAMIC HEIGHT  -        299.499 (meters)      982.61  (feet) COMP
 PP0564  MODELED GRAVITY -    980,484.9   (mgal)                       NAVD 88
 PP0564
 PP0564  VERT ORDER      -  SECOND    CLASS I
 PP0564
 PP0564.The horizontal coordinates were determined by differentially corrected
 PP0564.hand held GPS observations or other comparable positioning techniques
 PP0564.and have an estimated accuracy of +/- 3 meters.
 PP0564
 PP0564.The orthometric height was determined by differential leveling and
 PP0564.adjusted by the NATIONAL GEODETIC SURVEY
 PP0564.in September 2016.
 PP0564
 PP0564.Significant digits in the geoid height do not necessarily reflect accuracy.
 PP0564.GEOID18 height accuracy estimate available here.
 PP0564
 PP0564.Click photographs - Photos may exist for this station.
 PP0564
 PP0564.The dynamic height is computed by dividing the NAVD 88
 PP0564.geopotential number by the normal gravity value computed on the
 PP0564.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP0564.degrees latitude (g = 980.6199 gals.).
 PP0564
 PP0564.The modeled gravity was interpolated from observed gravity values.
 PP0564
 PP0564;                    North         East    Units  Estimated Accuracy
 PP0564;SPC MN S     -   278,402.0     879,941.9     MT  (+/- 3 meters HH1 GPS) 
 PP0564
 PP0564_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWK0055738648(NAD 83)
 PP0564
 PP0564                          SUPERSEDED SURVEY CONTROL
 PP0564
 PP0564  NAVD 88 (12/08/08)  299.510  (m)          982.64   (f) SUPERSEDED  2 1
 PP0564  NAVD 88 (06/15/91)  299.538  (m)          982.73   (f) SUPERSEDED  2 0
 PP0564  NGVD 29 (??/??/92)  299.493  (m)          982.59   (f) ADJ UNCH    2 0
 PP0564
 PP0564.Superseded values are not recommended for survey control.
 PP0564
 PP0564.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PP0564.See file dsdata.pdf to determine how the superseded data were derived.
 PP0564
 PP0564_MARKER: DB = BENCH MARK DISK
 PP0564_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 PP0564_SP_SET: BRIDGE ABUTMENT
 PP0564_STAMPING: 1905 N 1972
 PP0564_MARK LOGO: MNHD
 PP0564_MAGNETIC: N = NO MAGNETIC MATERIAL
 PP0564_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PP0564_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 PP0564+SATELLITE: SATELLITE OBSERVATIONS - September 30, 2022
 PP0564
 PP0564  HISTORY     - Date     Condition        Report By
 PP0564  HISTORY     - 1972     MONUMENTED       MNHD
 PP0564  HISTORY     - 1985     GOOD             MNDT
 PP0564  HISTORY     - 19880808 GOOD             MNDT
 PP0564  HISTORY     - 20010331 GOOD             NGS
 PP0564  HISTORY     - 20021228 GOOD             USPSQD
 PP0564  HISTORY     - 20050328 GOOD             USPSQD
 PP0564  HISTORY     - 20051130 GOOD             MNDT
 PP0564  HISTORY     - 20061028 GOOD             USPSQD
 PP0564  HISTORY     - 20070702 GOOD             MNDT
 PP0564  HISTORY     - 20141021 GOOD             MNDT
 PP0564  HISTORY     - 20150407 GOOD             MNDT
 PP0564  HISTORY     - 20220930 GOOD             MNDT
 PP0564
 PP0564                          STATION DESCRIPTION
 PP0564
 PP0564'DESCRIBED BY MN HIGHWAY DEPT 1972
 PP0564'1.0 MI S FROM HAMPTON.
 PP0564'MARK IS LOCATED 1 MILE SOUTH ALONG T.H. 52 FROM THE JUNCTION OF T.H.
 PP0564'52 AND COUNTY ROAD 47 IN HAMPTON, IN THE SOUTHEAST CORNER OF BRIDGE
 PP0564'NO. 19011, T.H. 50 OVER T.H. 52 AT MILE POINT 105.65.  NW 1/4 SECTION
 PP0564'16, T 113, R 18.
 PP0564
 PP0564                          STATION RECOVERY (1985)
 PP0564
 PP0564'RECOVERY NOTE BY MN DEPT OF TRANSP 1985
 PP0564'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  THE MARK IS
 PP0564'IN THE SOUTHEAST PART OF THE CITY OF HAMPTON, IN THE NORTHWEST 1/4 OF
 PP0564'SECTION 16, T113N, R18W, AT THE JUNCTION OF TRUNK HIGHWAYS 50 AND 52,
 PP0564'AT HIGHWAY 52 MILEPOINT 105.65.  THE MARK, A STANDARD BRASS MNHD
 PP0564'BENCH MARK DISK STAMPED---1905 N 1972---, IS SET IN THE ABUTMENT AT
 PP0564'THE SOUTHEAST CORNER OF BRIDGE NUMBER 19011 (HIGHWAY 50 OVER HIGHWAY
 PP0564'52).
 PP0564
 PP0564                          STATION RECOVERY (1988)
 PP0564
 PP0564'RECOVERY NOTE BY MN DEPT OF TRANSP 1988
 PP0564'THE MARK IS LOCATED AT THE JUNCTION OF TRUNK HIGHWAYS 50 AND 52 AT THE
 PP0564'SOUTH EDGE OF THE CITY OF HAMPTON, IN THE SOUTHEAST CORNER OF BRIDGE
 PP0564'NUMBER 19011 (HIGHWAY 50 OVER HIGHWAY 52) AND IN THE NW 1/4 OF
 PP0564'SECTION 16, T113N, R18W.  THE MARK IS 29.1 FT (8.9 M) SOUTH OF AND
 PP0564'ABOUT 1 FT (0.3 M) HIGHER THAN THE CENTERLINE OF HIGHWAY 50 AND 36.2
 PP0564'FT (11.0 M) WEST OF HIGHWAY 50 MILEPOST NUMBER 19.  THE MARK, A
 PP0564'STANDARD MNHD BENCH MARK DISK STAMPED---1905 N 1972---, IS SET IN THE
 PP0564'SOUTHEAST ABUTMENT OF THE BRIDGE.
 PP0564
 PP0564                          STATION RECOVERY (2001)
 PP0564
 PP0564'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 PP0564'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 PP0564
 PP0564                          STATION RECOVERY (2002)
 PP0564
 PP0564'RECOVERY NOTE BY US POWER SQUADRON 2002 (CTK)
 PP0564'RECOVERED IN GOOD CONDITION.
 PP0564
 PP0564                          STATION RECOVERY (2005)
 PP0564
 PP0564'RECOVERY NOTE BY US POWER SQUADRON 2005 (ATD)
 PP0564'MARK RECOVERED IN GOOD CONDITION AS DESCRIBED IN 1988. SPSPS ATD.
 PP0564
 PP0564                          STATION RECOVERY (2005)
 PP0564
 PP0564'RECOVERY NOTE BY MN DEPT OF TRANSP 2005 (MPP)
 PP0564'THE MARK IS LOCATED ABOUT 7.8 MI (12.6 KM) NORTH-NORTHWEST OF CANNON
 PP0564'FALLS, 5.3 MI (8.5 KM) NORTH-NORTHEAST OF RANDOLPH AND 5.2 MI (8.4 KM)
 PP0564'SOUTH-SOUTHWEST OF VERMILLION IN HAMPTON, 35.2 FT (10.7 M) WEST OF
 PP0564'MILEPOST 19, IN SOUTHEAST CORNER OF TRUNK HIGHWAY 50 BRIDGE 19011 OVER
 PP0564'TRUNK HIGHWAY 52, 29.1 FT (8.9 M) SOUTH OF TRUNK HIGHWAY 50.
 PP0564
 PP0564                          STATION RECOVERY (2006)
 PP0564
 PP0564'RECOVERY NOTE BY US POWER SQUADRON 2006 (AEH)
 PP0564'RECOVERED IN GOOD CONDITION.
 PP0564
 PP0564                          STATION RECOVERY (2007)
 PP0564
 PP0564'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (VWC)
 PP0564'THE MARK IS LOCATED ABOUT 7.8 MI (12.6 KM) NORTH-NORTHWEST OF CANNON
 PP0564'FALLS, 5.3 MI (8.5 KM) NORTH-NORTHEAST OF RANDOLPH AND 5.2 MI (8.4 KM)
 PP0564'SOUTH-SOUTHWEST OF VERMILLION.
 PP0564'
 PP0564'TO REACH TO THE MARK AT HAMPTON, GO 35.2 FT (10.7 M) WEST OF MILEPOST
 PP0564'19, IN SOUTHEAST CORNER OF TRUNK HIGHWAY 50 BRIDGE 19011 OVER TRUNK
 PP0564'HIGHWAY 52, 29.1 FT (8.9 M) SOUTH OF TRUNK HIGHWAY 50.
 PP0564
 PP0564                          STATION RECOVERY (2014)
 PP0564
 PP0564'RECOVERY NOTE BY MN DEPT OF TRANSP 2014 (MAS)
 PP0564'RECOVERED AS DESCRIBED.
 PP0564
 PP0564                          STATION RECOVERY (2015)
 PP0564
 PP0564'RECOVERY NOTE BY MN DEPT OF TRANSP 2015 (KAS)
 PP0564'RECOVERED AS DESCRIBED.
 PP0564
 PP0564                          STATION RECOVERY (2022)
 PP0564
 PP0564'RECOVERY NOTE BY MN DEPT OF TRANSP 2022 (MJS)
 PP0564'0.9 MI (1.4 KM) SOUTHEAST OF HAMPTON, 0.1 MI (0.2 KM) EAST ON TRUNK
 PP0564'HIGHWAY 50 FROM THE JUNCTION OF TRUNK HIGHWAY 50 AND TRUNK HIGHWAY 56,
 PP0564'35.2 FT (10.7 M) WEST OF MILEPOST 19, 24.0 FT (7.3 M) SOUTH OF TRUNK
 PP0564'HIGHWAY 50, IN THE SOUTHEAST CORNER OF TRUNK HIGHWAY 50 BRIDGE NUMBER
 PP0564'19011 OVER TRUNK HIGHWAY 52.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DQ1004 ***********************************************************************
 DQ1004  DESIGNATION -  1905 P
 DQ1004  PID         -  DQ1004
 DQ1004  STATE/COUNTY-  MN/DAKOTA
 DQ1004  COUNTRY     -  US
 DQ1004  USGS QUAD   -  CANNON FALLS (2019)
 DQ1004
 DQ1004                         *CURRENT SURVEY CONTROL
 DQ1004  ______________________________________________________________________
 DQ1004* NAD 83(2011) POSITION- 44 31 25.79329(N) 092 55 32.20509(W)   ADJUSTED
 DQ1004* NAD 83(2011) ELLIP HT-   229.565 (meters)        (07/25/16)   ADJUSTED
 DQ1004* NAD 83(2011) EPOCH   -  2010.00
 DQ1004* NAVD 88 ORTHO HEIGHT -   258.828 (meters)      849.17  (feet) ADJUSTED
 DQ1004  ______________________________________________________________________
 DQ1004  GEOID HEIGHT    -        -29.263 (meters)                     GEOID18
 DQ1004  NAD 83(2011) X  -   -232,485.185 (meters)                     COMP
 DQ1004  NAD 83(2011) Y  - -4,549,078.547 (meters)                     COMP
 DQ1004  NAD 83(2011) Z  -  4,449,937.610 (meters)                     COMP
 DQ1004  LAPLACE CORR    -         -9.82  (seconds)                    DEFLEC18
 DQ1004  DYNAMIC HEIGHT  -        258.791 (meters)      849.05  (feet) COMP
 DQ1004  MODELED GRAVITY -    980,470.1   (mgal)                       NAVD 88
 DQ1004
 DQ1004  VERT ORDER      -  SECOND    CLASS I
 DQ1004
 DQ1004  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DQ1004  Standards:
 DQ1004         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DQ1004            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DQ1004  -------------------------------------------------------------------
 DQ1004  NETWORK    0.54   0.96           0.25   0.18   0.49      0.05527266
 DQ1004  -------------------------------------------------------------------
 DQ1004  Click here for local accuracies and other accuracy information.
 DQ1004
 DQ1004.The horizontal coordinates were established by GPS observations
 DQ1004.and adjusted by the MN DEPT OF TRANSP in July 2016.
 DQ1004
 DQ1004.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DQ1004.been affixed to the stable North American tectonic plate. See 
 DQ1004.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DQ1004
 DQ1004.The horizontal coordinates are valid at the epoch date displayed above
 DQ1004.which is a decimal equivalence of Year/Month/Day.
 DQ1004
 DQ1004.The orthometric height was determined by differential leveling and
 DQ1004.adjusted by the NATIONAL GEODETIC SURVEY
 DQ1004.in September 2016.
 DQ1004
 DQ1004.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ1004.GEOID18 height accuracy estimate available here.
 DQ1004
 DQ1004.Click photographs - Photos may exist for this station.
 DQ1004
 DQ1004.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DQ1004
 DQ1004.The Laplace correction was computed from DEFLEC18 derived deflections.
 DQ1004
 DQ1004.The ellipsoidal height was determined by GPS observations
 DQ1004.and is referenced to NAD 83.
 DQ1004
 DQ1004.The dynamic height is computed by dividing the NAVD 88
 DQ1004.geopotential number by the normal gravity value computed on the
 DQ1004.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ1004.degrees latitude (g = 980.6199 gals.).
 DQ1004
 DQ1004.The modeled gravity was interpolated from observed gravity values.
 DQ1004
 DQ1004. The following values were computed from the NAD 83(2011) position.
 DQ1004
 DQ1004;                    North         East     Units Scale Factor Converg.
 DQ1004;SPC MN S     -   269,876.209   885,401.641   MT  0.99992212   +0 45 11.0
 DQ1004;SPC MN S     -   885,418.86  2,904,855.22   sFT  0.99992212   +0 45 11.0
 DQ1004;UTM  15      - 4,930,059.017   505,911.228   MT  0.99960043   +0 03 07.8
 DQ1004
 DQ1004!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DQ1004!SPC MN S     -   0.99996401  x   0.99992212  =   0.99988613
 DQ1004!UTM  15      -   0.99996401  x   0.99960043  =   0.99956445
 DQ1004
 DQ1004_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWK0591130059(NAD 83)
 DQ1004
 DQ1004                          SUPERSEDED SURVEY CONTROL
 DQ1004
 DQ1004.No superseded survey control is available for this station.
 DQ1004
 DQ1004_MARKER: F = FLANGE-ENCASED ROD
 DQ1004_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DQ1004_STAMPING: 1905 P 2015
 DQ1004_MARK LOGO: MNDT
 DQ1004_PROJECTION: RECESSED 5 CENTIMETERS
 DQ1004_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DQ1004_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ1004_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ1004+SATELLITE: SATELLITE OBSERVATIONS - October 06, 2022
 DQ1004_ROD/PIPE-DEPTH: 4.6 meters
 DQ1004
 DQ1004  HISTORY     - Date     Condition        Report By
 DQ1004  HISTORY     - 20150505 MONUMENTED       MNDT
 DQ1004  HISTORY     - 20160414 GOOD             MNDT
 DQ1004  HISTORY     - 20170424 GOOD             MNDT
 DQ1004  HISTORY     - 20221006 GOOD             MNDT
 DQ1004
 DQ1004                          STATION DESCRIPTION
 DQ1004
 DQ1004'DESCRIBED BY MN DEPT OF TRANSP 2015
 DQ1004'THE STATION IS LOCATED ABOUT 7.7 MI (12.4 KM) SOUTHWEST OF MIESVILLE,
 DQ1004'4.7 MI (7.6 KM) EAST OF RANDOLPH AND 1.5 MI (2.4 KM) NORTHWEST OF
 DQ1004'CANNON FALLS.
 DQ1004'
 DQ1004'TO REACH THE MARK GO 1.25 MI (2.0 KM) NORTHWEST ALONG TRUNK HIGHWAY 52
 DQ1004'FROM THE JUNCTION OF TRUNK HIGHWAY 52 AND TRUNK HIGHWAY 19 IN CANNON
 DQ1004'FALLS, AT TRUNK HIGHWAY 52 MILE POINT 99.25.
 DQ1004'
 DQ1004'THE MARK IS LOCATED 81.8 FT (24.9 M) NORTHEAST OF NORTHBOUND TRUNK
 DQ1004'HIGHWAY 52, 0.15 MI (0.2 KM) NORTHWEST OF COUNTY ROAD 88, 1.5 FT (0.5
 DQ1004'M) NORTHWEST OF A WITNESS POST.
 DQ1004'
 DQ1004'NOTE - THE STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM
 DQ1004'ROD DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION REMOVABLE
 DQ1004'DISK SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH
 DQ1004'PVC PIPE BACK FILLED WITH WASHED SAND.
 DQ1004
 DQ1004                          STATION RECOVERY (2016)
 DQ1004
 DQ1004'RECOVERY NOTE BY MN DEPT OF TRANSP 2016 (DJH)
 DQ1004'RECOVERED AS DESCRIBED.
 DQ1004
 DQ1004                          STATION RECOVERY (2017)
 DQ1004
 DQ1004'RECOVERY NOTE BY MN DEPT OF TRANSP 2017 (KMS)
 DQ1004'RECOVERED IN GOOD CONDITION.
 DQ1004
 DQ1004                          STATION RECOVERY (2022)
 DQ1004
 DQ1004'RECOVERY NOTE BY MN DEPT OF TRANSP 2022 (MJS)
 DQ1004'1.5 MI (2.4 KM) NORTHWEST OF CANNON FALLS, 1.25 MI (2.01 KM) NORTHWEST
 DQ1004'ALONG TRUNK HIGHWAY 52 FROM THE JUNCTION OF TRUNK HIGHWAY 52 AND TRUNK
 DQ1004'HIGHWAY 19 IN CANNON FALLS, AT TRUNK HIGHWAY 52 MILE POINT 99.25, 81.8
 DQ1004'FT (24.9 M) NORTHEAST OF NORTHBOUND TRUNK HIGHWAY 52, 1.5 FT (0.5 M)
 DQ1004'NORTHWEST OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DQ1003 ***********************************************************************
 DQ1003  DESIGNATION -  1905 Q
 DQ1003  PID         -  DQ1003
 DQ1003  STATE/COUNTY-  MN/DAKOTA
 DQ1003  COUNTRY     -  US
 DQ1003  USGS QUAD   -  CANNON FALLS (2019)
 DQ1003
 DQ1003                         *CURRENT SURVEY CONTROL
 DQ1003  ______________________________________________________________________
 DQ1003* NAD 83(2011) POSITION- 44 32 08.82232(N) 092 56 07.86816(W)   ADJUSTED
 DQ1003* NAD 83(2011) ELLIP HT-   239.257 (meters)        (07/25/16)   ADJUSTED
 DQ1003* NAD 83(2011) EPOCH   -  2010.00
 DQ1003* NAVD 88 ORTHO HEIGHT -   268.468 (meters)      880.80  (feet) ADJUSTED
 DQ1003  ______________________________________________________________________
 DQ1003  GEOID HEIGHT    -        -29.214 (meters)                     GEOID18
 DQ1003  NAD 83(2011) X  -   -233,224.366 (meters)                     COMP
 DQ1003  NAD 83(2011) Y  - -4,548,114.935 (meters)                     COMP
 DQ1003  NAD 83(2011) Z  -  4,450,891.292 (meters)                     COMP
 DQ1003  LAPLACE CORR    -        -10.24  (seconds)                    DEFLEC18
 DQ1003  DYNAMIC HEIGHT  -        268.431 (meters)      880.68  (feet) COMP
 DQ1003  MODELED GRAVITY -    980,472.0   (mgal)                       NAVD 88
 DQ1003
 DQ1003  VERT ORDER      -  SECOND    CLASS I
 DQ1003
 DQ1003  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DQ1003  Standards:
 DQ1003         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DQ1003            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DQ1003  -------------------------------------------------------------------
 DQ1003  NETWORK    0.33   0.73           0.15   0.11   0.37      0.02808283
 DQ1003  -------------------------------------------------------------------
 DQ1003  Click here for local accuracies and other accuracy information.
 DQ1003
 DQ1003.The horizontal coordinates were established by GPS observations
 DQ1003.and adjusted by the MN DEPT OF TRANSP in July 2016.
 DQ1003
 DQ1003.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DQ1003.been affixed to the stable North American tectonic plate. See 
 DQ1003.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DQ1003
 DQ1003.The horizontal coordinates are valid at the epoch date displayed above
 DQ1003.which is a decimal equivalence of Year/Month/Day.
 DQ1003
 DQ1003.The orthometric height was determined by differential leveling and
 DQ1003.adjusted by the NATIONAL GEODETIC SURVEY
 DQ1003.in September 2016.
 DQ1003
 DQ1003.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ1003.GEOID18 height accuracy estimate available here.
 DQ1003
 DQ1003.Click photographs - Photos may exist for this station.
 DQ1003
 DQ1003.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DQ1003
 DQ1003.The Laplace correction was computed from DEFLEC18 derived deflections.
 DQ1003
 DQ1003.The ellipsoidal height was determined by GPS observations
 DQ1003.and is referenced to NAD 83.
 DQ1003
 DQ1003.The dynamic height is computed by dividing the NAVD 88
 DQ1003.geopotential number by the normal gravity value computed on the
 DQ1003.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ1003.degrees latitude (g = 980.6199 gals.).
 DQ1003
 DQ1003.The modeled gravity was interpolated from observed gravity values.
 DQ1003
 DQ1003. The following values were computed from the NAD 83(2011) position.
 DQ1003
 DQ1003;                    North         East     Units Scale Factor Converg.
 DQ1003;SPC MN S     -   271,193.885   884,596.944   MT  0.99992222   +0 44 46.0
 DQ1003;SPC MN S     -   889,741.94  2,902,215.14   sFT  0.99992222   +0 44 46.0
 DQ1003;UTM  15      - 4,931,386.011   505,122.963   MT  0.99960032   +0 02 42.8
 DQ1003
 DQ1003!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DQ1003!SPC MN S     -   0.99996249  x   0.99992222  =   0.99988471
 DQ1003!UTM  15      -   0.99996249  x   0.99960032  =   0.99956282
 DQ1003
 DQ1003_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWK0512231386(NAD 83)
 DQ1003
 DQ1003                          SUPERSEDED SURVEY CONTROL
 DQ1003
 DQ1003.No superseded survey control is available for this station.
 DQ1003
 DQ1003_MARKER: F = FLANGE-ENCASED ROD
 DQ1003_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DQ1003_STAMPING: 1905 Q 2015
 DQ1003_MARK LOGO: MNDT
 DQ1003_PROJECTION: RECESSED 5 CENTIMETERS
 DQ1003_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DQ1003_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ1003_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ1003+SATELLITE: SATELLITE OBSERVATIONS - November 19, 2024
 DQ1003_ROD/PIPE-DEPTH: 4.3 meters
 DQ1003
 DQ1003  HISTORY     - Date     Condition        Report By
 DQ1003  HISTORY     - 20150506 MONUMENTED       MNDT
 DQ1003  HISTORY     - 20160414 GOOD             MNDT
 DQ1003  HISTORY     - 20221006 GOOD             MNDT
 DQ1003  HISTORY     - 20241119 GOOD             MNDT
 DQ1003
 DQ1003                          STATION DESCRIPTION
 DQ1003
 DQ1003'DESCRIBED BY MN DEPT OF TRANSP 2015
 DQ1003'THE MARK WAS LOCATED ABOUT 2.5 MI (4.0 KM) NORTHWEST OF CANNON FALLS.
 DQ1003'
 DQ1003'TO REACH THE MARK GO 2.2 MI (3.5 KM) NORTHWEST ALONG TRUNK HIGHWAY 52
 DQ1003'FROM THE JUNCTION OF TRUNK HIGHWAY 52 AND TRUNK HIGHWAY 19 IN CANNON
 DQ1003'FALLS, AT TRUNK HIGHWAY 52 MILE POINT 100.25.
 DQ1003'
 DQ1003'THE MARK IS LOCATED 85.5 FT (26.1 M) NORTHEAST OF NORTHBOUND TRUNK
 DQ1003'HIGHWAY 52 FOG LINE, 0.55 MI (0.9 KM) SOUTHEAST OF COUNTY ROAD 86, 3.4
 DQ1003'FT (1.0 M) SOUTHWEST OF A FENCE, 1.5 FT (0.5 M) SOUTHWEST OF A WITNESS
 DQ1003'POST.
 DQ1003'
 DQ1003'NOTE - THE STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM
 DQ1003'ROD DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION REMOVABLE
 DQ1003'DISK SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH
 DQ1003'PVC PIPE BACK FILLED WITH WASHED SAND.
 DQ1003
 DQ1003                          STATION RECOVERY (2016)
 DQ1003
 DQ1003'RECOVERY NOTE BY MN DEPT OF TRANSP 2016 (DJH)
 DQ1003'RECOVERED AS DESCRIBED.
 DQ1003
 DQ1003                          STATION RECOVERY (2022)
 DQ1003
 DQ1003'RECOVERY NOTE BY MN DEPT OF TRANSP 2022 (MJS)
 DQ1003'2.5 MI (4.0 KM) NORTHWEST OF CANNON FALLS, 2.2 MI (3.5 KM) NORTHWEST
 DQ1003'ALONG TRUNK HIGHWAY 52 FROM THE JUNCTION OF TRUNK HIGHWAY 52 AND TRUNK
 DQ1003'HIGHWAY 19 IN CANNON FALLS, AT TRUNK HIGHWAY 52 MILE POINT 100.25,
 DQ1003'85.5 FT (26.1 M) NORTHEAST OF THE NORTHBOUND TRUNK HIGHWAY 52 FOG
 DQ1003'LINE, 0.55 MI (0.88 KM) SOUTHEAST OF COUNTY ROAD 86, 3.4 FT (1.0 M)
 DQ1003'SOUTHWEST OF A FENCE, 2.5 FT (0.8 M) SOUTHWEST OF A WITNESS POST.
 DQ1003
 DQ1003                          STATION RECOVERY (2024)
 DQ1003
 DQ1003'RECOVERY NOTE BY MN DEPT OF TRANSP 2024 (MPP)
 DQ1003'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DQ1002 ***********************************************************************
 DQ1002  DESIGNATION -  1905 R
 DQ1002  PID         -  DQ1002
 DQ1002  STATE/COUNTY-  MN/DAKOTA
 DQ1002  COUNTRY     -  US
 DQ1002  USGS QUAD   -  CANNON FALLS (2019)
 DQ1002
 DQ1002                         *CURRENT SURVEY CONTROL
 DQ1002  ______________________________________________________________________
 DQ1002* NAD 83(2011) POSITION- 44 32 55.66485(N) 092 56 44.49441(W)   ADJUSTED
 DQ1002* NAD 83(2011) ELLIP HT-   237.669 (meters)        (07/25/16)   ADJUSTED
 DQ1002* NAD 83(2011) EPOCH   -  2010.00
 DQ1002* NAVD 88 ORTHO HEIGHT -   266.831 (meters)      875.43  (feet) ADJUSTED
 DQ1002  ______________________________________________________________________
 DQ1002  GEOID HEIGHT    -        -29.160 (meters)                     GEOID18
 DQ1002  NAD 83(2011) X  -   -233,979.787 (meters)                     COMP
 DQ1002  NAD 83(2011) Y  - -4,547,059.409 (meters)                     COMP
 DQ1002  NAD 83(2011) Z  -  4,451,920.764 (meters)                     COMP
 DQ1002  LAPLACE CORR    -        -10.30  (seconds)                    DEFLEC18
 DQ1002  DYNAMIC HEIGHT  -        266.794 (meters)      875.31  (feet) COMP
 DQ1002  MODELED GRAVITY -    980,474.3   (mgal)                       NAVD 88
 DQ1002
 DQ1002  VERT ORDER      -  SECOND    CLASS I
 DQ1002
 DQ1002  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DQ1002  Standards:
 DQ1002         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DQ1002            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DQ1002  -------------------------------------------------------------------
 DQ1002  NETWORK    0.49   0.90           0.22   0.17   0.46      0.05544745
 DQ1002  -------------------------------------------------------------------
 DQ1002  Click here for local accuracies and other accuracy information.
 DQ1002
 DQ1002.The horizontal coordinates were established by GPS observations
 DQ1002.and adjusted by the MN DEPT OF TRANSP in July 2016.
 DQ1002
 DQ1002.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DQ1002.been affixed to the stable North American tectonic plate. See 
 DQ1002.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DQ1002
 DQ1002.The horizontal coordinates are valid at the epoch date displayed above
 DQ1002.which is a decimal equivalence of Year/Month/Day.
 DQ1002
 DQ1002.The orthometric height was determined by differential leveling and
 DQ1002.adjusted by the NATIONAL GEODETIC SURVEY
 DQ1002.in September 2016.
 DQ1002
 DQ1002.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ1002.GEOID18 height accuracy estimate available here.
 DQ1002
 DQ1002.Click photographs - Photos may exist for this station.
 DQ1002
 DQ1002.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DQ1002
 DQ1002.The Laplace correction was computed from DEFLEC18 derived deflections.
 DQ1002
 DQ1002.The ellipsoidal height was determined by GPS observations
 DQ1002.and is referenced to NAD 83.
 DQ1002
 DQ1002.The dynamic height is computed by dividing the NAVD 88
 DQ1002.geopotential number by the normal gravity value computed on the
 DQ1002.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ1002.degrees latitude (g = 980.6199 gals.).
 DQ1002
 DQ1002.The modeled gravity was interpolated from observed gravity values.
 DQ1002
 DQ1002. The following values were computed from the NAD 83(2011) position.
 DQ1002
 DQ1002;                    North         East     Units Scale Factor Converg.
 DQ1002;SPC MN S     -   272,629.083   883,769.792   MT  0.99992238   +0 44 20.4
 DQ1002;SPC MN S     -   894,450.58  2,899,501.39   sFT  0.99992238   +0 44 20.4
 DQ1002;UTM  15      - 4,932,830.754   504,313.691   MT  0.99960023   +0 02 17.2
 DQ1002
 DQ1002!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DQ1002!SPC MN S     -   0.99996274  x   0.99992238  =   0.99988512
 DQ1002!UTM  15      -   0.99996274  x   0.99960023  =   0.99956298
 DQ1002
 DQ1002_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWK0431332830(NAD 83)
 DQ1002
 DQ1002                          SUPERSEDED SURVEY CONTROL
 DQ1002
 DQ1002.No superseded survey control is available for this station.
 DQ1002
 DQ1002_MARKER: F = FLANGE-ENCASED ROD
 DQ1002_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DQ1002_STAMPING: 1905 R 2015
 DQ1002_MARK LOGO: MNDT
 DQ1002_PROJECTION: RECESSED 5 CENTIMETERS
 DQ1002_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DQ1002_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ1002_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ1002+SATELLITE: SATELLITE OBSERVATIONS - September 30, 2022
 DQ1002_ROD/PIPE-DEPTH: 12.2 meters
 DQ1002
 DQ1002  HISTORY     - Date     Condition        Report By
 DQ1002  HISTORY     - 20150505 MONUMENTED       MNDT
 DQ1002  HISTORY     - 20160414 GOOD             MNDT
 DQ1002  HISTORY     - 20220930 GOOD             MNDT
 DQ1002
 DQ1002                          STATION DESCRIPTION
 DQ1002
 DQ1002'DESCRIBED BY MN DEPT OF TRANSP 2015
 DQ1002'THE STATION IS LOCATED ABOUT 7.5 MI (12.1 KM) WEST-SOUTHWEST OF
 DQ1002'MIESVILLE, 4.0 MI (6.4 KM) EAST-NORTHEAST OF RANDOLPH AND 3.5 MI (5.6
 DQ1002'KM) NORTHWEST OF CANNON FALLS.
 DQ1002'
 DQ1002'TO REACH THE MARK GO 3.2 MI (5.1 KM) NORTHWEST ALONG TRUNK HIGHWAY 52
 DQ1002'FROM THE JUNCTION OF TRUNK HIGHWAY 52 AND TRUNK HIGHWAY 19 IN CANNON
 DQ1002'FALLS, AT TRUNK HIGHWAY 52 MILE POINT 101.25.
 DQ1002'
 DQ1002'THE MARK IS LOCATED 84.9 FT (25.9 M) SOUTHWEST OF SOUTHBOUND TRUNK
 DQ1002'HIGHWAY 52, 0.50 MI (0.8 KM) NORTHWEST OF COUNTY ROAD 86, 1.5 FT (0.5
 DQ1002'M) NORTHWEST OF A WITNESS POST.
 DQ1002'
 DQ1002'NOTE - THE STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM
 DQ1002'ROD DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION REMOVABLE
 DQ1002'DISK SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH
 DQ1002'PVC PIPE BACK FILLED WITH WASHED SAND.
 DQ1002
 DQ1002                          STATION RECOVERY (2016)
 DQ1002
 DQ1002'RECOVERY NOTE BY MN DEPT OF TRANSP 2016 (ADT)
 DQ1002'RECOVERED AS DESCRIBED.
 DQ1002
 DQ1002                          STATION RECOVERY (2022)
 DQ1002
 DQ1002'RECOVERY NOTE BY MN DEPT OF TRANSP 2022 (MS)
 DQ1002'3.5 MI (5.6 KM) NORTHWEST OF CANNON FALLS, 3.2 MI (5.1 KM) NORTHWEST
 DQ1002'ALONG TRUNK HIGHWAY 52 FROM THE JUNCTION OF TRUNK HIGHWAY 52 AND TRUNK
 DQ1002'HIGHWAY 19 IN CANNON FALLS, AT TRUNK HIGHWAY 52 MILE POINT 101.25,
 DQ1002'84.9 FT (25.9 M) SOUTHWEST OF SOUTHBOUND TRUNK HIGHWAY 52, 0.50 MI
 DQ1002'(0.80 KM) NORTHWEST OF COUNTY ROAD 86, 1.5 FT (0.5 M) NORTHWEST OF A
 DQ1002'WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 PP0566 ***********************************************************************
 PP0566  DESIGNATION -  1906 B
 PP0566  PID         -  PP0566
 PP0566  STATE/COUNTY-  MN/DAKOTA
 PP0566  COUNTRY     -  US
 PP0566  USGS QUAD   -  CANNON FALLS (2019)
 PP0566
 PP0566                         *CURRENT SURVEY CONTROL
 PP0566  ______________________________________________________________________
 PP0566* NAD 83(2011) POSITION- 44 36 59.03691(N) 092 59 39.82509(W)   ADJUSTED
 PP0566* NAD 83(2011) ELLIP HT-   273.282 (meters)        (07/25/16)   ADJUSTED
 PP0566* NAD 83(2011) EPOCH   -  2010.00
 PP0566* NAVD 88 ORTHO HEIGHT -   302.096 (meters)      991.13  (feet) ADJUSTED
 PP0566  ______________________________________________________________________
 PP0566  GEOID HEIGHT    -        -28.812 (meters)                     GEOID18
 PP0566  NAD 83(2011) X  -   -237,570.678 (meters)                     COMP
 PP0566  NAD 83(2011) Y  - -4,541,618.017 (meters)                     COMP
 PP0566  NAD 83(2011) Z  -  4,457,296.553 (meters)                     COMP
 PP0566  LAPLACE CORR    -        -11.09  (seconds)                    DEFLEC18
 PP0566  DYNAMIC HEIGHT  -        302.060 (meters)      991.01  (feet) COMP
 PP0566  MODELED GRAVITY -    980,488.4   (mgal)                       NAVD 88
 PP0566
 PP0566  VERT ORDER      -  SECOND    CLASS I
 PP0566
 PP0566  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 PP0566  Standards:
 PP0566         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 PP0566            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 PP0566  -------------------------------------------------------------------
 PP0566  NETWORK    0.44   0.84           0.20   0.15   0.43      0.04917261
 PP0566  -------------------------------------------------------------------
 PP0566  Click here for local accuracies and other accuracy information.
 PP0566
 PP0566.The horizontal coordinates were established by GPS observations
 PP0566.and adjusted by the MN DEPT OF TRANSP in July 2016.
 PP0566
 PP0566.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 PP0566.been affixed to the stable North American tectonic plate. See 
 PP0566.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 PP0566
 PP0566.The horizontal coordinates are valid at the epoch date displayed above
 PP0566.which is a decimal equivalence of Year/Month/Day.
 PP0566
 PP0566.The orthometric height was determined by differential leveling and
 PP0566.adjusted by the NATIONAL GEODETIC SURVEY
 PP0566.in September 2016.
 PP0566
 PP0566.Significant digits in the geoid height do not necessarily reflect accuracy.
 PP0566.GEOID18 height accuracy estimate available here.
 PP0566
 PP0566.Click photographs - Photos may exist for this station.
 PP0566
 PP0566.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 PP0566
 PP0566.The Laplace correction was computed from DEFLEC18 derived deflections.
 PP0566
 PP0566.The ellipsoidal height was determined by GPS observations
 PP0566.and is referenced to NAD 83.
 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. The following values were computed from the NAD 83(2011) position.
 PP0566
 PP0566;                    North         East     Units Scale Factor Converg.
 PP0566;SPC MN S     -   280,091.508   879,807.899   MT  0.99992405   +0 42 17.5
 PP0566;SPC MN S     -   918,933.56  2,886,503.08   sFT  0.99992405   +0 42 17.5
 PP0566;UTM  15      - 4,940,338.659   500,444.629   MT  0.99960000   +0 00 14.2
 PP0566
 PP0566!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PP0566!SPC MN S     -   0.99995715  x   0.99992405  =   0.99988121
 PP0566!UTM  15      -   0.99995715  x   0.99960000  =   0.99955717
 PP0566
 PP0566_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWK0044440338(NAD 83)
 PP0566
 PP0566                          SUPERSEDED SURVEY CONTROL
 PP0566
 PP0566  NAVD 88 (06/15/91)  302.118  (m)          991.20   (f) SUPERSEDED  2 0
 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
 PP0566.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PP0566.See file dsdata.pdf to determine how the superseded data were derived.
 PP0566
 PP0566_MARKER: DB = BENCH MARK DISK
 PP0566_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 PP0566_STAMPING: 1906 B 1972
 PP0566_MARK LOGO: MNHD
 PP0566_PROJECTION: RECESSED 18 CENTIMETERS
 PP0566_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 PP0566_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PP0566_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PP0566+SATELLITE: SATELLITE OBSERVATIONS - October 19, 2022
 PP0566
 PP0566  HISTORY     - Date     Condition        Report By
 PP0566  HISTORY     - 19720401 MONUMENTED       MNHD
 PP0566  HISTORY     - 1985     MARK NOT FOUND   MNDT
 PP0566  HISTORY     - 20050328 MARK NOT FOUND   USPSQD
 PP0566  HISTORY     - 20070702 GOOD             MNDT
 PP0566  HISTORY     - 20150407 GOOD             MNDT
 PP0566  HISTORY     - 20160415 GOOD             MNDT
 PP0566  HISTORY     - 20221019 GOOD             MNDT
 PP0566  HISTORY     - 20250707 MARK NOT FOUND   MNDT
 PP0566
 PP0566                          STATION DESCRIPTION
 PP0566
 PP0566'DESCRIBED BY MN HIGHWAY DEPT 1972
 PP0566'IN HAMPTON.
 PP0566'MARK IS LOCATED IN HAMPTON, 1 MILE NORTH OF THE T.H. 50 OVERPASS, 88
 PP0566'FEET NORTHWEST OF THE CENTERLINE OF COUNTY ROAD 47, 60 FEET EAST OF
 PP0566'THE CENTERLINE OF T.H. 52 AT MILE POINT 106.65, 1.2 FEET NORTH OF A
 PP0566'STEEL WITNESS POST IN A 6 FOOT PRECAST CONCRETE MONUMENT SET FLUSH
 PP0566'WITH THE GROUND.  SW 1/4 SECTION 4, T 113, R 18.
 PP0566
 PP0566                          STATION RECOVERY (1985)
 PP0566
 PP0566'RECOVERY NOTE BY MN DEPT OF TRANSP 1985
 PP0566'THE MARK, AS DESCRIBED IN 1972, WAS SEARCHED FOR USING REFERENCE TIES
 PP0566'AND PROBE BUT NOT FOUND.
 PP0566
 PP0566                          STATION RECOVERY (2005)
 PP0566
 PP0566'RECOVERY NOTE BY US POWER SQUADRON 2005 (ATD)
 PP0566'MARK NOT FOUND, SPSPS ATD.
 PP0566
 PP0566                          STATION RECOVERY (2007)
 PP0566
 PP0566'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (VWC)
 PP0566'THE MARK IS LOCATED ABOUT 7.2 MI (11.6 KM) SOUTH-SOUTHEAST OF COATES,
 PP0566'6.4 MI (10.3 KM) NORTH-NORTHEAST OF RANDOLPH AND 4.2 MI (6.8 KM)
 PP0566'SOUTH-SOUTHWEST OF VERMILLION.
 PP0566'
 PP0566'TO REACH TO THE MARK IN HAMPTON, AT TRUNK HIGHWAY 52 MILE POINT
 PP0566'106.65, GO 1.0 MI (1.6 KM) NORTH OF TRUNK HIGHWAY 50 BRIDGE, 88 FT
 PP0566'(26.8 M) NORTHWEST OF COUNTY ROAD 47, 60 FT (18.3 M) EAST OF TRUNK
 PP0566'HIGHWAY 52, 1.2 FT (0.4 M) NORTH OF A WITNESS POST.
 PP0566
 PP0566                          STATION RECOVERY (2015)
 PP0566
 PP0566'RECOVERY NOTE BY MN DEPT OF TRANSP 2015 (KAS)
 PP0566'RECOVERED AS DESCRIBED.
 PP0566
 PP0566                          STATION RECOVERY (2016)
 PP0566
 PP0566'RECOVERY NOTE BY MN DEPT OF TRANSP 2016 (DJH)
 PP0566'RECOVERED AS DESCRIBED.
 PP0566
 PP0566                          STATION RECOVERY (2022)
 PP0566
 PP0566'RECOVERY NOTE BY MN DEPT OF TRANSP 2022 (MJS)
 PP0566'IN HAMPTON, 1.0 MI (1.6 KM) NORTH ALONG TRUNK HIGHWAY 52 FROM THE
 PP0566'JUNCTION OF TRUNK HIGHWAYS 52 AND 50 IN HAMPTON, AT TRUNK HIGHWAY 52
 PP0566'MILE POINT 106.65, 60.0 FT (18.3 M) EAST OF NORTHBOUND TRUNK HIGHWAY
 PP0566'52, 1.2 FT (0.4 M) NORTH OF A WITNESS POST.
 PP0566
 PP0566                          STATION RECOVERY (2025)
 PP0566
 PP0566'RECOVERY NOTE BY MN DEPT OF TRANSP 2025 (LM)
 PP0566'AFTER A THOROUGH FIELD SEARCH MARK WAS NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 PP0569 ***********************************************************************
 PP0569  DESIGNATION -  1906 D
 PP0569  PID         -  PP0569
 PP0569  STATE/COUNTY-  MN/DAKOTA
 PP0569  COUNTRY     -  US
 PP0569  USGS QUAD   -  VERMILLION (2019)
 PP0569
 PP0569                         *CURRENT SURVEY CONTROL
 PP0569  ______________________________________________________________________
 PP0569* NAD 83(1986) POSITION- 44 38 42.95   (N) 092 59 49.38   (W)   HD_HELD1
 PP0569* NAVD 88 ORTHO HEIGHT -   280.910 (meters)      921.62  (feet) ADJUSTED
 PP0569  ______________________________________________________________________
 PP0569  GEOID HEIGHT    -        -28.714 (meters)                     GEOID18
 PP0569  DYNAMIC HEIGHT  -        280.879 (meters)      921.52  (feet) COMP
 PP0569  MODELED GRAVITY -    980,498.6   (mgal)                       NAVD 88
 PP0569
 PP0569  VERT ORDER      -  SECOND    CLASS I
 PP0569
 PP0569.The horizontal coordinates were determined by differentially corrected
 PP0569.hand held GPS observations or other comparable positioning techniques
 PP0569.and have an estimated accuracy of +/- 3 meters.
 PP0569
 PP0569.The orthometric height was determined by differential leveling and
 PP0569.adjusted by the NATIONAL GEODETIC SURVEY
 PP0569.in September 2016.
 PP0569
 PP0569.Significant digits in the geoid height do not necessarily reflect accuracy.
 PP0569.GEOID18 height accuracy estimate available here.
 PP0569
 PP0569.Click photographs - Photos may exist for this station.
 PP0569
 PP0569.The dynamic height is computed by dividing the NAVD 88
 PP0569.geopotential number by the normal gravity value computed on the
 PP0569.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP0569.degrees latitude (g = 980.6199 gals.).
 PP0569
 PP0569.The modeled gravity was interpolated from observed gravity values.
 PP0569
 PP0569;                    North         East    Units  Estimated Accuracy
 PP0569;SPC MN S     -   283,296.0     879,557.9     MT  (+/- 3 meters HH1 GPS) 
 PP0569
 PP0569_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWK0023343544(NAD 83)
 PP0569
 PP0569                          SUPERSEDED SURVEY CONTROL
 PP0569
 PP0569  NAVD 88 (06/15/91)  280.937  (m)          921.71   (f) SUPERSEDED  2 0
 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
 PP0569.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PP0569.See file dsdata.pdf to determine how the superseded data were derived.
 PP0569
 PP0569_MARKER: DB = BENCH MARK DISK
 PP0569_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PP0569_STAMPING: 1906 D 1972
 PP0569_MARK LOGO: MNHD
 PP0569_PROJECTION: RECESSED 8 CENTIMETERS
 PP0569_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 PP0569_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PP0569+STABILITY: SURFACE MOTION
 PP0569_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PP0569+SATELLITE: SATELLITE OBSERVATIONS - October 19, 2022
 PP0569
 PP0569  HISTORY     - Date     Condition        Report By
 PP0569  HISTORY     - 1972     MONUMENTED       MNHD
 PP0569  HISTORY     - 20010331 GOOD             NGS
 PP0569  HISTORY     - 20021228 GOOD             USPSQD
 PP0569  HISTORY     - 20070709 GOOD             MNDT
 PP0569  HISTORY     - 20150407 GOOD             MNDT
 PP0569  HISTORY     - 20221019 GOOD             MNDT
 PP0569
 PP0569                          STATION DESCRIPTION
 PP0569
 PP0569'DESCRIBED BY MN HIGHWAY DEPT 1972
 PP0569'2.0 MI N FROM HAMPTON.
 PP0569'MARK IS LOCATED 2.0 MILES NORTH ALONG T.H. 52 FROM THE JUNCTION OF
 PP0569'T.H. 52 AND COUNTY ROAD 47 IN HAMPTON, 1.1 MILES SOUTH OF COUNTY ROAD
 PP0569'66 AT EMPIRE, 0.05 MILES NORTH OF 210TH STREET, 62 FEET NORTHEAST OF,
 PP0569'AND 2 FEET HIGHER THAN THE CENTERLINE OF T.H. 52 AT MILE POINT 108.7,
 PP0569'0.8 FEET SOUTH OF A STEEL WITNESS POST, IN A 6 FOOT PRECAST CONCRETE
 PP0569'MONUMENT SET FLUSH WITH THE GROUND.  SE 1/4 SECTION 29, T 114, R 18.
 PP0569
 PP0569                          STATION RECOVERY (2001)
 PP0569
 PP0569'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 PP0569'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 PP0569
 PP0569                          STATION RECOVERY (2002)
 PP0569
 PP0569'RECOVERY NOTE BY US POWER SQUADRON 2002 (CTK)
 PP0569'RECOVERED IN GOOD CONDITION.
 PP0569
 PP0569                          STATION RECOVERY (2007)
 PP0569
 PP0569'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (PJG)
 PP0569'THE MARK IS LOCATED ABOUT 7.2 MI (11.6 KM) EAST OF FARMINGTON, 5.3 MI
 PP0569'(8.5 KM) SOUTH-SOUTHEAST OF COATES AND 2.5 MI (4.0 KM) SOUTHWEST OF
 PP0569'VERMILLION.
 PP0569'
 PP0569'TO REACH TO THE MARK GO 2.0 MI (3.2 KM) NORTH OF THE JUNCTION OF TRUNK
 PP0569'HIGHWAY 52 AND COUNTY ROAD 47 AT HAMPTON, AT TRUNK HIGHWAY 52 MILE
 PP0569'POINT 108.7, 1.1 MI (1.8 KM) SOUTH OF COUNTY ROAD 66 AT EMPIRE, 0.05
 PP0569'MI (0.1 KM) NORTH OF 210TH STREET, 62 FT (18.9 M) NORTHEAST OF TRUNK
 PP0569'HIGHWAY 52, 0.8 FT (0.2 M) SOUTH OF A WITNESS POST.
 PP0569
 PP0569                          STATION RECOVERY (2015)
 PP0569
 PP0569'RECOVERY NOTE BY MN DEPT OF TRANSP 2015 (KAS)
 PP0569'RECOVERED AS DESCRIBED.
 PP0569
 PP0569                          STATION RECOVERY (2022)
 PP0569
 PP0569'RECOVERY NOTE BY MN DEPT OF TRANSP 2022 (MJS)
 PP0569'2.0 MI (3.2 KM) NORTH OF THE JUNCTION OF TRUNK HIGHWAY 52 AND COUNTY
 PP0569'ROAD 47 IN HAMPTON, AT TRUNK HIGHWAY 52 MILE POINT 108.7, 1.1 MI (1.8
 PP0569'KM) SOUTH OF COUNTY ROAD 66 IN EMPIRE, 0.05 MI (0.08 KM) NORTH OF
 PP0569'210TH STREET, 62.0 FT (18.9 M) NORTHEAST OF NORTHBOUND TRUNK HIGHWAY
 PP0569'52, 0.8 FT (24 CM) SOUTH OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 PP0573 ***********************************************************************
 PP0573  DESIGNATION -  1906 E
 PP0573  PID         -  PP0573
 PP0573  STATE/COUNTY-  MN/DAKOTA
 PP0573  COUNTRY     -  US
 PP0573  USGS QUAD   -  COATES (2019)
 PP0573
 PP0573                         *CURRENT SURVEY CONTROL
 PP0573  ______________________________________________________________________
 PP0573* NAD 83(1986) POSITION- 44 39 41.61   (N) 093 00 25.50   (W)   HD_HELD1
 PP0573* NAVD 88 ORTHO HEIGHT -   259.439 (meters)      851.18  (feet) ADJUSTED
 PP0573  ______________________________________________________________________
 PP0573  GEOID HEIGHT    -        -28.608 (meters)                     GEOID18
 PP0573  DYNAMIC HEIGHT  -        259.411 (meters)      851.08  (feet) COMP
 PP0573  MODELED GRAVITY -    980,505.9   (mgal)                       NAVD 88
 PP0573
 PP0573  VERT ORDER      -  SECOND    CLASS I
 PP0573
 PP0573.The horizontal coordinates were determined by differentially corrected
 PP0573.hand held GPS observations or other comparable positioning techniques
 PP0573.and have an estimated accuracy of +/- 3 meters.
 PP0573
 PP0573.The orthometric height was determined by differential leveling and
 PP0573.adjusted by the NATIONAL GEODETIC SURVEY
 PP0573.in September 2016.
 PP0573
 PP0573.Significant digits in the geoid height do not necessarily reflect accuracy.
 PP0573.GEOID18 height accuracy estimate available here.
 PP0573
 PP0573.Click photographs - Photos may exist for this station.
 PP0573
 PP0573.The dynamic height is computed by dividing the NAVD 88
 PP0573.geopotential number by the normal gravity value computed on the
 PP0573.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP0573.degrees latitude (g = 980.6199 gals.).
 PP0573
 PP0573.The modeled gravity was interpolated from observed gravity values.
 PP0573
 PP0573;                    North         East    Units  Estimated Accuracy
 PP0573;SPC MN S     -   285,096.8     878,740.1     MT  (+/- 3 meters HH1 GPS) 
 PP0573
 PP0573_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK9943845354(NAD 83)
 PP0573
 PP0573                          SUPERSEDED SURVEY CONTROL
 PP0573
 PP0573  NAVD 88 (06/15/91)  259.433  (m)          851.16   (f) SUPERSEDED  2 0
 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
 PP0573.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PP0573.See file dsdata.pdf to determine how the superseded data were derived.
 PP0573
 PP0573_MARKER: DB = BENCH MARK DISK
 PP0573_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 PP0573_SP_SET: BRIDGE ABUTMENT
 PP0573_STAMPING: 1906 E 1972
 PP0573_MARK LOGO: MNHD
 PP0573_MAGNETIC: N = NO MAGNETIC MATERIAL
 PP0573_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PP0573_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 PP0573+SATELLITE: SATELLITE OBSERVATIONS - October 19, 2022
 PP0573
 PP0573  HISTORY     - Date     Condition        Report By
 PP0573  HISTORY     - 19720401 MONUMENTED       MNHD
 PP0573  HISTORY     - 20010331 MARK NOT FOUND   NGS
 PP0573  HISTORY     - 20070709 GOOD             MNDT
 PP0573  HISTORY     - 20150407 GOOD             MNDT
 PP0573  HISTORY     - 20221019 GOOD             MNDT
 PP0573
 PP0573                          STATION DESCRIPTION
 PP0573
 PP0573'DESCRIBED BY MN HIGHWAY DEPT 1972
 PP0573'0.5 MI E FROM EMPIRE.
 PP0573'MARK IS LOCATED 0.45 MILES EAST ALONG COUNTY ROAD 66 FROM THE JUNCTION
 PP0573'OF COUNTY ROAD 66 AND THE CHICAGO-GREAT WESTERN RAILROAD IN EMPIRE,
 PP0573'THENCE, 0.2 MILES NORTH ALONG T.H. 52, IN THE SOUTHEAST CORNER OF
 PP0573'BRIDGE NO. 9675, NORTH BOUND T.H. 52 OVER THE VERMILLION RIVER AT T.H.
 PP0573'52 MILE POINT 110.0.  SE 1/4 SECTION 20, T 114, R 18. NOTE-- THIS MARK
 PP0573'IS ALSO 3.2 MILES NORTH ALONG T.H. 52 FROM THE JUNCTION OF T.H. 52 AND
 PP0573'COUNTY ROAD 47 IN HAMPTON AND 4.0 MILES SOUTH ALONG T.H. 52 FROM THE
 PP0573'JUNCTION OF T.H. 52 AND COUNTY ROAD 48 IN COATES.
 PP0573
 PP0573                          STATION RECOVERY (2001)
 PP0573
 PP0573'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 PP0573'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 PP0573
 PP0573                          STATION RECOVERY (2007)
 PP0573
 PP0573'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (PJG)
 PP0573'THE MARK IS LOCATED ABOUT 6.9 MI (11.1 KM) EAST-NORTHEAST OF
 PP0573'FARMINGTON, 4.1 MI (6.6 KM) SOUTH-SOUTHEAST OF COATES AND 2.1 MI (3.4
 PP0573'KM) WEST-SOUTHWEST OF VERMILLION.
 PP0573'
 PP0573'TO REACH TO THE MARK GO 0.45 MI (0.7 KM) EAST OF THE JUNCTION OF
 PP0573'COUNTY ROAD 66 AND RAILROAD AT EMPIRE THEN 0.2 MI (0.3 KM) NORTH, AT
 PP0573'TRUNK HIGHWAY 52 MILE POINT 110.0 IN SOUTHEAST CORNER OF NORTHBOUND
 PP0573'TRUNK HIGHWAY 52 BRIDGE 9675 OVER VERMILLION RIVE.
 PP0573
 PP0573                          STATION RECOVERY (2015)
 PP0573
 PP0573'RECOVERY NOTE BY MN DEPT OF TRANSP 2015 (KAS)
 PP0573'THE STATION IS LOCATED ABOUT 6.9 MI (11.1 KM) EAST-NORTHEAST OF
 PP0573'FARMINGTON, 4.1 MI (6.6 KM) SOUTH-SOUTHEAST OF COATES AND 2.1 MI (3.4
 PP0573'KM) WEST-SOUTHWEST OF VERMILLION.
 PP0573'
 PP0573'TO REACH THE MARK GO 0.4 MI (0.6 KM) EAST OF THE JUNCTION OF COUNTY
 PP0573'ROAD 66 AND DONNELLY AVENUE IN EMPIRE, THEN 0.2 MI (0.3 KM) NORTH.
 PP0573'
 PP0573'THE MARK IS LOCATED 184.0 FT (56.1 M) SOUTH OF MILE POINT 110.0 ALONG
 PP0573'TRUNK HIGHWAY 52 IN SOUTHEAST CORNER OF NORTHBOUND TRUNK HIGHWAY 52
 PP0573'BRIDGE 9675 OVER VERMILLION RIVER, 27.0 FT (8.2 M) EAST OF NORTHBOUND
 PP0573'TRUNK HIGHWAY 52.
 PP0573
 PP0573                          STATION RECOVERY (2022)
 PP0573
 PP0573'RECOVERY NOTE BY MN DEPT OF TRANSP 2022 (MJS)
 PP0573'0.4 MI (0.6 KM) EAST OF THE JUNCTION OF COUNTY ROAD 66 (200TH STREET)
 PP0573'AND DONNELLY AVENUE IN EMPIRE, THEN 0.2 MI (0.3 KM) NORTH, 184.0 FT
 PP0573'(56.1 M) SOUTH OF MILEPOST 110, ALONG TRUNK HIGHWAY 52 IN THE
 PP0573'SOUTHEAST CORNER OF NORTHBOUND TRUNK HIGHWAY 52 BRIDGE NUMBER 9675
 PP0573'OVER THE VERMILLION RIVER, 27.0 FT (8.2 M) EAST OF NORTHBOUND TRUNK
 PP0573'HIGHWAY 52.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DE9118 ***********************************************************************
 DE9118  DESIGNATION -  1906 N 1
 DE9118  PID         -  DE9118
 DE9118  STATE/COUNTY-  MN/DAKOTA
 DE9118  COUNTRY     -  US
 DE9118  USGS QUAD   -  COATES (2019)
 DE9118
 DE9118                         *CURRENT SURVEY CONTROL
 DE9118  ______________________________________________________________________
 DE9118* NAD 83(2011) POSITION- 44 44 21.30685(N) 093 03 16.81502(W)   ADJUSTED
 DE9118* NAD 83(2011) ELLIP HT-   261.722 (meters)        (06/27/12)   ADJUSTED
 DE9118* NAD 83(2011) EPOCH   -  2010.00
 DE9118* NAVD 88 ORTHO HEIGHT -   289.798 (meters)      950.78  (feet) ADJUSTED
 DE9118  ______________________________________________________________________
 DE9118  GEOID HEIGHT    -        -28.082 (meters)                     GEOID18
 DE9118  NAD 83(2011) X  -   -241,836.333 (meters)                     COMP
 DE9118  NAD 83(2011) Y  - -4,531,771.571 (meters)                     COMP
 DE9118  NAD 83(2011) Z  -  4,466,996.432 (meters)                     COMP
 DE9118  LAPLACE CORR    -         -9.63  (seconds)                    DEFLEC18
 DE9118  DYNAMIC HEIGHT  -        289.778 (meters)      950.71  (feet) COMP
 DE9118  MODELED GRAVITY -    980,541.5   (mgal)                       NAVD 88
 DE9118
 DE9118  VERT ORDER      -  SECOND    CLASS I
 DE9118
 DE9118  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DE9118  Standards:
 DE9118         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DE9118            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DE9118  -------------------------------------------------------------------
 DE9118  NETWORK    0.32   0.51           0.15   0.10   0.26      0.04280734
 DE9118  -------------------------------------------------------------------
 DE9118  Click here for local accuracies and other accuracy information.
 DE9118
 DE9118.The horizontal coordinates were established by GPS observations
 DE9118.and adjusted by the National Geodetic Survey in June 2012.
 DE9118
 DE9118.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DE9118.been affixed to the stable North American tectonic plate. See 
 DE9118.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DE9118
 DE9118.The horizontal coordinates are valid at the epoch date displayed above
 DE9118.which is a decimal equivalence of Year/Month/Day.
 DE9118
 DE9118.The orthometric height was determined by differential leveling and
 DE9118.adjusted by the NATIONAL GEODETIC SURVEY
 DE9118.in August 2004.
 DE9118
 DE9118.Significant digits in the geoid height do not necessarily reflect accuracy.
 DE9118.GEOID18 height accuracy estimate available here.
 DE9118
 DE9118.Click photographs - Photos may exist for this station.
 DE9118
 DE9118.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DE9118
 DE9118.The Laplace correction was computed from DEFLEC18 derived deflections.
 DE9118
 DE9118.The ellipsoidal height was determined by GPS observations
 DE9118.and is referenced to NAD 83.
 DE9118
 DE9118.The dynamic height is computed by dividing the NAVD 88
 DE9118.geopotential number by the normal gravity value computed on the
 DE9118.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE9118.degrees latitude (g = 980.6199 gals.).
 DE9118
 DE9118.The modeled gravity was interpolated from observed gravity values.
 DE9118
 DE9118. The following values were computed from the NAD 83(2011) position.
 DE9118
 DE9118;                    North         East     Units Scale Factor Converg.
 DE9118;SPC MN S     -   293,684.586   874,866.640   MT  0.99993063   +0 39 45.4
 DE9118;SPC MN S     -   963,530.18  2,870,291.63   sFT  0.99993063   +0 39 45.4
 DE9118;UTM  15      - 4,953,986.709   495,671.603   MT  0.99960023   -0 02 18.5
 DE9118
 DE9118!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE9118!SPC MN S     -   0.99995897  x   0.99993063  =   0.99988960
 DE9118!UTM  15      -   0.99995897  x   0.99960023  =   0.99955921
 DE9118
 DE9118_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK9567153986(NAD 83)
 DE9118
 DE9118                          SUPERSEDED SURVEY CONTROL
 DE9118
 DE9118  NAD 83(2007)-  44 44 21.30712(N)    093 03 16.81595(W) AD(2002.00) 1
 DE9118  ELLIP H (10/16/09)  261.734  (m)                       GP(2002.00) 3 1
 DE9118  NAVD 88             289.80   (m)          950.8    (f) LEVELING    3  
 DE9118
 DE9118.Superseded values are not recommended for survey control.
 DE9118
 DE9118.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE9118.See file dsdata.pdf to determine how the superseded data were derived.
 DE9118
 DE9118_MARKER: DD = SURVEY DISK
 DE9118_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DE9118_STAMPING: 1906 N 1 1997
 DE9118_MARK LOGO: MNDT
 DE9118_PROJECTION: RECESSED 15 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 NOT SUITABLE FOR
 DE9118+SATELLITE: SATELLITE OBSERVATIONS - August 16, 2023
 DE9118_ROD/PIPE-DEPTH: 8.5 meters
 DE9118
 DE9118  HISTORY     - Date     Condition        Report By
 DE9118  HISTORY     - 1997     MONUMENTED       MNDT
 DE9118  HISTORY     - 20051025 GOOD             MNDT
 DE9118  HISTORY     - 20070627 GOOD             MNDT
 DE9118  HISTORY     - 20090316 GOOD             MNDT
 DE9118  HISTORY     - 20090316 GOOD             MNDT
 DE9118  HISTORY     - 20150407 GOOD             MNDT
 DE9118  HISTORY     - 20230816 GOOD             MNDT
 DE9118
 DE9118                          STATION DESCRIPTION
 DE9118
 DE9118'DESCRIBED BY MN DEPT OF TRANSP 1997 (WAS)
 DE9118'THE MARK IS 1.6 MI (2.6 KM) WEST ALONG CO RD 42 FROM JCT OF CO RD 42
 DE9118'AND TH 52 (ABOUT 1.5 MI (2.4 KM) NORTH OF COATES) , 92.6 FT (28.2 M)
 DE9118'NORTH OF WB CO RD 42, 47.5 FT (14.5 M) EAST OF CO RD 71 (BLAINE AVE)
 DE9118'43.0 FT (13.1 M) NNE OF LIGHT POLE, 35.6 FT (10.9 M) NORTH OF FENCE
 DE9118'CORNER, 2.6 FT (0.8 M) WEST OF N-S CYCLONE FENCE, 2.8 FT (0.9 M) SOUTH
 DE9118'OF WIT POST.
 DE9118
 DE9118                          STATION RECOVERY (2005)
 DE9118
 DE9118'RECOVERY NOTE BY MN DEPT OF TRANSP 2005 (MPP)
 DE9118'RECOVERED AS DESCRIBED.
 DE9118
 DE9118                          STATION RECOVERY (2007)
 DE9118
 DE9118'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (VWC)
 DE9118'THE MARK IS LOCATED ABOUT 7.5 MI (12.1 KM) SOUTH OF INVER GROVE
 DE9118'HEIGHTS, 6.2 MI (10.0 KM) NORTHWEST OF VERMILLION AND 1.8 MI (2.9 KM)
 DE9118'NORTH-NORTHWEST OF COATES.
 DE9118'
 DE9118'TO REACH TO THE MARK GO 1.6 MI (2.6 KM) WEST ALONG COUNTY ROAD 42 FROM
 DE9118'THE JUNCTION OF COUNTY ROAD 42 AND TRUNK HIGHWAY 52, ABOUT 1.5 MI (2.4
 DE9118'KM) NORTH OF COATES, 92.6 FT (28.2 M) NORTH OF COUNTY ROAD 42
 DE9118'WESTBOUND LANE, 47.5 FT (14.5 M) EAST OF COUNTY ROAD 71 (BLAINE
 DE9118'AVENUE), 43.0 FT (13.1 M) NORTH-NORTHEAST OF LIGHT POLE, 35.6 FT (10.9
 DE9118'M) NORTH OF A FENCE CORNER, 2.6 FT (0.8 M) WEST OF NORTH-SOUTH CYCLONE
 DE9118'FENCE, 2.8 FT (0.9 M) SOUTH OF A WITNESS POST.
 DE9118
 DE9118                          STATION RECOVERY (2009)
 DE9118
 DE9118'RECOVERY NOTE BY MN DEPT OF TRANSP 2009 (DRB)
 DE9118'1.0 MILE WEST ALONG COUNTY ROAD 42 FROM JUNCTION OF COUNTY ROAD 42 AND
 DE9118'TRUNK HIGHWAY 52, ABOUT 1.5 MILES NORTH OF COATES, 92.6 FEET NORTH OF
 DE9118'COUNTY ROAD 42 WESTBOUND LANE, 47.5 FEET EAST OF COUNTY ROAD 71
 DE9118'(BLAINE AVENUE), 43.0 FEET NORTH-NORTHEAST OF LIGHT POLE, 35.6 FEET
 DE9118'NORTH OF FENCE CORNER, 2.6 FEET WEST OF NORTH-SOUTH CYCLONE FENCE, 2.8
 DE9118'FEET SOUTH OF WITNESS POST.
 DE9118
 DE9118                          STATION RECOVERY (2009)
 DE9118
 DE9118'RECOVERY NOTE BY MN DEPT OF TRANSP 2009 (DRB)
 DE9118'RECOVERED AS DESCRIBED.
 DE9118
 DE9118                          STATION RECOVERY (2015)
 DE9118
 DE9118'RECOVERY NOTE BY MN DEPT OF TRANSP 2015 (DAS)
 DE9118'RECOVERED AS DESCRIBED.
 DE9118
 DE9118                          STATION RECOVERY (2023)
 DE9118
 DE9118'RECOVERY NOTE BY MN DEPT OF TRANSP 2023 (MJS)
 DE9118'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DE9115 ***********************************************************************
 DE9115  DESIGNATION -  1906 N 4
 DE9115  PID         -  DE9115
 DE9115  STATE/COUNTY-  MN/DAKOTA
 DE9115  COUNTRY     -  US
 DE9115  USGS QUAD   -  COATES (2019)
 DE9115
 DE9115                         *CURRENT SURVEY CONTROL
 DE9115  ______________________________________________________________________
 DE9115* NAD 83(1986) POSITION- 44 43 58.31   (N) 093 06 50.37   (W)   HD_HELD1
 DE9115* NAVD 88 ORTHO HEIGHT -   290.650 (meters)      953.57  (feet) ADJUSTED
 DE9115  ______________________________________________________________________
 DE9115  GEOID HEIGHT    -        -27.897 (meters)                     GEOID18
 DE9115  DYNAMIC HEIGHT  -        290.629 (meters)      953.51  (feet) COMP
 DE9115  MODELED GRAVITY -    980,536.5   (mgal)                       NAVD 88
 DE9115
 DE9115  VERT ORDER      -  SECOND    CLASS I
 DE9115
 DE9115.The horizontal coordinates were determined by differentially corrected
 DE9115.hand held GPS observations or other comparable positioning techniques
 DE9115.and have an estimated accuracy of +/- 3 meters.
 DE9115
 DE9115.The orthometric height was determined by differential leveling and
 DE9115.adjusted by the NATIONAL GEODETIC SURVEY
 DE9115.in August 2004.
 DE9115
 DE9115.Significant digits in the geoid height do not necessarily reflect accuracy.
 DE9115.GEOID18 height accuracy estimate available here.
 DE9115
 DE9115.Click photographs - Photos may exist for this station.
 DE9115
 DE9115.The dynamic height is computed by dividing the NAVD 88
 DE9115.geopotential number by the normal gravity value computed on the
 DE9115.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE9115.degrees latitude (g = 980.6199 gals.).
 DE9115
 DE9115.The modeled gravity was interpolated from observed gravity values.
 DE9115
 DE9115;                    North         East    Units  Estimated Accuracy
 DE9115;SPC MN S     -   292,922.2     870,176.5     MT  (+/- 3 meters HH1 GPS) 
 DE9115
 DE9115_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK9097453281(NAD 83)
 DE9115
 DE9115                          SUPERSEDED SURVEY CONTROL
 DE9115
 DE9115.No superseded survey control is available for this station.
 DE9115
 DE9115_MARKER: DD = SURVEY DISK
 DE9115_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 DE9115_SP_SET: POWER POLE FOOTING
 DE9115_STAMPING: 1906 N 4 1997
 DE9115_MARK LOGO: MNDT
 DE9115_MAGNETIC: N = NO MAGNETIC MATERIAL
 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 - July 21, 2023
 DE9115
 DE9115  HISTORY     - Date     Condition        Report By
 DE9115  HISTORY     - 1997     MONUMENTED       MNDT
 DE9115  HISTORY     - 20070627 GOOD             MNDT
 DE9115  HISTORY     - 20090504 GOOD             MNDT
 DE9115  HISTORY     - 20141104 GOOD             MNDT
 DE9115  HISTORY     - 20230721 GOOD             MNDT
 DE9115
 DE9115                          STATION DESCRIPTION
 DE9115
 DE9115'DESCRIBED BY MN DEPT OF TRANSP 1997 (WAS)
 DE9115'THE MARK IS 1.0 MI (1.6 KM) ESE OF ROSEMOUNT, IN FOOTING AT NORTH SIDE
 DE9115'OF HIGH TENSION P-POLE BASE, 0.70 MI (1.13 KM) EAST ALONG CO RD 42
 DE9115'FROM JCT OF TH 3 AND CO RD 42 IN ROSEMOUNT, 41.5 FT (12.6 M) SSE OF EB
 DE9115'CO RD 42, 3.2 FT (1.0 M) NNW OF P-POLE NO TS4GSA, 2.2 FT (0.7 M) SW OF
 DE9115'WIT POST, FLUSH WITH GROUND.
 DE9115
 DE9115                          STATION RECOVERY (2007)
 DE9115
 DE9115'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (VWC)
 DE9115'THE MARK IS LOCATED ABOUT 8.3 MI (13.4 KM) WEST-NORTHWEST OF
 DE9115'VERMILLION, 6.5 MI (10.5 KM) NORTH-NORTHEAST OF FARMINGTON AND 4.1 MI
 DE9115'(6.6 KM) WEST-NORTHWEST OF COATES.
 DE9115'
 DE9115'TO REACH TO THE MARK GO 1.0 MI (1.6 KM) EAST-SOUTHEAST OF ROSEMOUNT,
 DE9115'IN FOOTING AT NORTH SIDE OF HIGH TENSION POWER POLE BASE, 0.70 MI (1.1
 DE9115'KM) EAST ALONG COUNTY ROAD 42 FROM THE JUNCTION OF TRUNK HIGHWAY 3 AND
 DE9115'COUNTY ROAD 42 IN ROSEMOUNT, 41.5 FT (12.6 M) SOUTH-SOUTHEAST OF
 DE9115'COUNTY ROAD 42 EASTBOUND LANE, 3.2 FT (1.0 M) NORTH-NORTHWEST OF POWER
 DE9115'POLE TS4GSA, 2.2 FT (0.7 M) SOUTHWEST OF A WITNESS POST.
 DE9115
 DE9115                          STATION RECOVERY (2009)
 DE9115
 DE9115'RECOVERY NOTE BY MN DEPT OF TRANSP 2009 (KMS)
 DE9115'RECOVERED AS DESCRIBED.
 DE9115
 DE9115                          STATION RECOVERY (2014)
 DE9115
 DE9115'RECOVERY NOTE BY MN DEPT OF TRANSP 2014 (MAS)
 DE9115'RECOVERED AS DESCRIBED.
 DE9115
 DE9115                          STATION RECOVERY (2023)
 DE9115
 DE9115'RECOVERY NOTE BY MN DEPT OF TRANSP 2023 (MJS)
 DE9115'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DL5950 ***********************************************************************
 DL5950  DESIGNATION -  1906 N 5
 DL5950  PID         -  DL5950
 DL5950  STATE/COUNTY-  MN/DAKOTA
 DL5950  COUNTRY     -  US
 DL5950  USGS QUAD   -  COATES (2019)
 DL5950
 DL5950                         *CURRENT SURVEY CONTROL
 DL5950  ______________________________________________________________________
 DL5950* NAD 83(2011) POSITION- 44 44 21.22614(N) 093 04 28.79950(W)   ADJUSTED
 DL5950* NAD 83(2011) ELLIP HT-   256.393 (meters)        (06/27/12)   ADJUSTED
 DL5950* NAD 83(2011) EPOCH   -  2010.00
 DL5950* NAVD 88 ORTHO HEIGHT -   284.397 (meters)      933.06  (feet) ADJUSTED
 DL5950  ______________________________________________________________________
 DL5950  GEOID HEIGHT    -        -28.009 (meters)                     GEOID18
 DL5950  NAD 83(2011) X  -   -243,417.755 (meters)                     COMP
 DL5950  NAD 83(2011) Y  - -4,531,684.867 (meters)                     COMP
 DL5950  NAD 83(2011) Z  -  4,466,990.911 (meters)                     COMP
 DL5950  LAPLACE CORR    -         -9.29  (seconds)                    DEFLEC18
 DL5950  DYNAMIC HEIGHT  -        284.378 (meters)      933.00  (feet) COMP
 DL5950  MODELED GRAVITY -    980,540.7   (mgal)                       NAVD 88
 DL5950
 DL5950  VERT ORDER      -  SECOND    CLASS I
 DL5950
 DL5950  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DL5950  Standards:
 DL5950         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DL5950            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DL5950  -------------------------------------------------------------------
 DL5950  NETWORK    0.34   0.57           0.16   0.11   0.29     -0.01276770
 DL5950  -------------------------------------------------------------------
 DL5950  Click here for local accuracies and other accuracy information.
 DL5950
 DL5950.The horizontal coordinates were established by GPS observations
 DL5950.and adjusted by the National Geodetic Survey in June 2012.
 DL5950
 DL5950.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DL5950.been affixed to the stable North American tectonic plate. See 
 DL5950.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DL5950
 DL5950.The horizontal coordinates are valid at the epoch date displayed above
 DL5950.which is a decimal equivalence of Year/Month/Day.
 DL5950
 DL5950.The orthometric height was determined by differential leveling and
 DL5950.adjusted by the NATIONAL GEODETIC SURVEY
 DL5950.in August 2013.
 DL5950
 DL5950.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL5950.GEOID18 height accuracy estimate available here.
 DL5950
 DL5950.Click photographs - Photos may exist for this station.
 DL5950
 DL5950.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DL5950
 DL5950.The Laplace correction was computed from DEFLEC18 derived deflections.
 DL5950
 DL5950.The ellipsoidal height was determined by GPS observations
 DL5950.and is referenced to NAD 83.
 DL5950
 DL5950.The dynamic height is computed by dividing the NAVD 88
 DL5950.geopotential number by the normal gravity value computed on the
 DL5950.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL5950.degrees latitude (g = 980.6199 gals.).
 DL5950
 DL5950.The modeled gravity was interpolated from observed gravity values.
 DL5950
 DL5950. The following values were computed from the NAD 83(2011) position.
 DL5950
 DL5950;                    North         East     Units Scale Factor Converg.
 DL5950;SPC MN S     -   293,663.975   873,283.151   MT  0.99993063   +0 38 54.9
 DL5950;SPC MN S     -   963,462.56  2,865,096.47   sFT  0.99993063   +0 38 54.9
 DL5950;UTM  15      - 4,953,985.476   494,088.503   MT  0.99960043   -0 03 09.2
 DL5950
 DL5950!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DL5950!SPC MN S     -   0.99995980  x   0.99993063  =   0.99989043
 DL5950!UTM  15      -   0.99995980  x   0.99960043  =   0.99956025
 DL5950
 DL5950_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK9408853985(NAD 83)
 DL5950
 DL5950                          SUPERSEDED SURVEY CONTROL
 DL5950
 DL5950  NAD 83(2007)-  44 44 21.22632(N)    093 04 28.80041(W) AD(2002.00) 1
 DL5950  ELLIP H (10/16/09)  256.412  (m)                       GP(2002.00) 3 1
 DL5950  NAVD 88             284.40   (m)          933.1    (f) LEVELING    3  
 DL5950
 DL5950.Superseded values are not recommended for survey control.
 DL5950
 DL5950.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL5950.See file dsdata.pdf to determine how the superseded data were derived.
 DL5950
 DL5950_MARKER: I = METAL ROD
 DL5950_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DL5950_STAMPING: 1906 N 5 2009
 DL5950_MARK LOGO: MNDT
 DL5950_PROJECTION: RECESSED 3 CENTIMETERS
 DL5950_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DL5950_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL5950_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL5950+SATELLITE: SATELLITE OBSERVATIONS - April 14, 2020
 DL5950_ROD/PIPE-DEPTH: 24.4 meters
 DL5950
 DL5950  HISTORY     - Date     Condition        Report By
 DL5950  HISTORY     - 20090413 MONUMENTED       MNDT
 DL5950  HISTORY     - 2009     GOOD             MNDT
 DL5950  HISTORY     - 20140617 GOOD             MNDT
 DL5950  HISTORY     - 20150423 GOOD             MNDT
 DL5950  HISTORY     - 20200414 GOOD             MNDT
 DL5950
 DL5950                          STATION DESCRIPTION
 DL5950
 DL5950'DESCRIBED BY MN DEPT OF TRANSP 2009
 DL5950'1.5 MILES NORTH OF COATES, 2.0 MILES WEST ALONG COUNTY ROAD 42 FROM
 DL5950'JUNCTION OF TRUNK HIGHWAY 52 AND COUNTY ROAD 42 (ABOUT 1.5 MILES NORTH
 DL5950'OF COATES), 58.0 FEET NORTH OF COUNTY ROAD 42 WESTBOUND LANE, 10.0
 DL5950'FEET SOUTHWEST OF POWER POLE, 52.8 FEET EAST OF EXTENDED ENTRANCE TO
 DL5950'DAKOTA COUNTY TECHNICAL COLLEGE, 10.0 FEET WEST OF WITNESS POST.
 DL5950
 DL5950                          STATION RECOVERY (2009)
 DL5950
 DL5950'RECOVERY NOTE BY MN DEPT OF TRANSP 2009
 DL5950'RECOVERED AS DESCRIBED.
 DL5950'
 DL5950'NOTE - THE STATION MARK CONSISTS OF A 3/4 INCH (19 MM) DIAMETER
 DL5950'ALUMINUM ROD DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL MARK
 DL5950'REMOVABLE DISK SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY
 DL5950'A SIX-INCH PVC PIPE BACKFILLED WITH WASHED SAND.
 DL5950'
 DL5950'NOTE - MNDT KNOWS ABOUT THE STAMPING AND WILL MAKE A CORRECTION.
 DL5950
 DL5950                          STATION RECOVERY (2014)
 DL5950
 DL5950'RECOVERY NOTE BY MN DEPT OF TRANSP 2014 (DAS)
 DL5950'RECOVERED AS DESCRIBED.
 DL5950'
 DL5950'NOTE -  THE STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM
 DL5950'ROD DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION REMOVABLE
 DL5950'DISK SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH
 DL5950'PVC PIPE BACK FILLED WITH WASHED SAND.
 DL5950
 DL5950                          STATION RECOVERY (2015)
 DL5950
 DL5950'RECOVERY NOTE BY MN DEPT OF TRANSP 2015 (DAS)
 DL5950'1.5 MI (2.4 KM) NORTH OF COATES, 2.0 MI (3.2 KM) WEST ALONG COUNTY
 DL5950'ROAD 42  FROM THE JUNCTION OF TRUNK HIGHWAY 42 AND COUNTY ROAD 52
 DL5950'(ABOUT 1.5 MI (2.4 KM) NORTH OF COATES), 58.0 FT (17.7 M) NORTH OF
 DL5950'WESTBOUND COUNTY ROAD 42, 10.0 FT (3.0 M) SOUTHWEST OF POWER POLE,
 DL5950'52.8 FT (16.1 M) EAST OF ENTRANCE TO DAKOTA COUNTY TECHNICAL COLLEGE
 DL5950'EXTENDED, 10.0 FT (3.0 M) WEST OF A WITNESS POST.
 DL5950
 DL5950                          STATION RECOVERY (2020)
 DL5950
 DL5950'RECOVERY NOTE BY MN DEPT OF TRANSP 2020 (SEL)
 DL5950'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DQ0988 ***********************************************************************
 DQ0988  DESIGNATION -  1906 P
 DQ0988  PID         -  DQ0988
 DQ0988  STATE/COUNTY-  MN/DAKOTA
 DQ0988  COUNTRY     -  US
 DQ0988  USGS QUAD   -  CANNON FALLS (2019)
 DQ0988
 DQ0988                         *CURRENT SURVEY CONTROL
 DQ0988  ______________________________________________________________________
 DQ0988* NAD 83(1986) POSITION- 44 37 28.25   (N) 092 59 39.83   (W)   HD_HELD1
 DQ0988* NAVD 88 ORTHO HEIGHT -   298.646 (meters)      979.81  (feet) ADJUSTED
 DQ0988  ______________________________________________________________________
 DQ0988  GEOID HEIGHT    -        -28.790 (meters)                     GEOID18
 DQ0988  DYNAMIC HEIGHT  -        298.611 (meters)      979.69  (feet) COMP
 DQ0988  MODELED GRAVITY -    980,491.1   (mgal)                       NAVD 88
 DQ0988
 DQ0988  VERT ORDER      -  SECOND    CLASS I
 DQ0988
 DQ0988.The horizontal coordinates were determined by differentially corrected
 DQ0988.hand held GPS observations or other comparable positioning techniques
 DQ0988.and have an estimated accuracy of +/- 3 meters.
 DQ0988
 DQ0988.The orthometric height was determined by differential leveling and
 DQ0988.adjusted by the NATIONAL GEODETIC SURVEY
 DQ0988.in September 2016.
 DQ0988
 DQ0988.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ0988.GEOID18 height accuracy estimate available here.
 DQ0988
 DQ0988.Click photographs - Photos may exist for this station.
 DQ0988
 DQ0988.The dynamic height is computed by dividing the NAVD 88
 DQ0988.geopotential number by the normal gravity value computed on the
 DQ0988.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ0988.degrees latitude (g = 980.6199 gals.).
 DQ0988
 DQ0988.The modeled gravity was interpolated from observed gravity values.
 DQ0988
 DQ0988;                    North         East    Units  Estimated Accuracy
 DQ0988;SPC MN S     -   280,993.1     879,796.7     MT  (+/- 3 meters HH1 GPS) 
 DQ0988
 DQ0988_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWK0044441240(NAD 83)
 DQ0988
 DQ0988                          SUPERSEDED SURVEY CONTROL
 DQ0988
 DQ0988.No superseded survey control is available for this station.
 DQ0988
 DQ0988_MARKER: F = FLANGE-ENCASED ROD
 DQ0988_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DQ0988_STAMPING: 1906 P 2015
 DQ0988_MARK LOGO: MNDT
 DQ0988_PROJECTION: RECESSED 5 CENTIMETERS
 DQ0988_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DQ0988_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ0988_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ0988+SATELLITE: SATELLITE OBSERVATIONS - October 19, 2022
 DQ0988_ROD/PIPE-DEPTH: 5.8 meters
 DQ0988
 DQ0988  HISTORY     - Date     Condition        Report By
 DQ0988  HISTORY     - 20150506 MONUMENTED       MNDT
 DQ0988  HISTORY     - 20221019 GOOD             MNDT
 DQ0988
 DQ0988                          STATION DESCRIPTION
 DQ0988
 DQ0988'DESCRIBED BY MN DEPT OF TRANSP 2015
 DQ0988'THE STATION IS LOCATED ABOUT 6.9 MI (11.1 KM) NORTH OF RANDOLPH, 6.7
 DQ0988'MI (10.8 KM) SOUTH-SOUTHEAST OF COATES AND 3.7 MI (6.0 KM)
 DQ0988'SOUTH-SOUTHWEST OF VERMILLION.
 DQ0988'
 DQ0988'TO REACH THE MARK GO 1.65 MI (2.7 KM) NORTH ALONG TRUNK HIGHWAY 52
 DQ0988'FROM THE JUNCTION OF TRUNK HIGHWAY 52 AND TRUNK HIGHWAY 50 IN HAMPTON,
 DQ0988'AT TRUNK HIGHWAY 52 MILE POINT 107.3.
 DQ0988'
 DQ0988'THE MARK IS LOCATED 42.0 FT (12.8 M) EAST OF NORTHBOUND TRUNK HIGHWAY
 DQ0988'52 FOG LINE, 0.15 MI (0.2 KM) SOUTH OF 222ND STREET, 1.5 FT (0.5 M)
 DQ0988'WEST OF A WITNESS POST.
 DQ0988'
 DQ0988'NOTE - THE STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM
 DQ0988'ROD DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION REMOVABLE
 DQ0988'DISK SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH
 DQ0988'PVC PIPE BACK FILLED WITH WASHED SAND.
 DQ0988
 DQ0988                          STATION RECOVERY (2022)
 DQ0988
 DQ0988'RECOVERY NOTE BY MN DEPT OF TRANSP 2022 (MJS)
 DQ0988'1.0 MI (1.6 KM) NORTH OF HAMPTON, 1.65 MI (2.65 KM) NORTH ALONG TRUNK
 DQ0988'HIGHWAY 52 FROM THE JUNCTION OF TRUNK HIGHWAY 52 AND TRUNK HIGHWAY 50
 DQ0988'IN HAMPTON, AT TRUNK HIGHWAY 52 MILE POINT 107.3, 42.0 FT (12.8 M)
 DQ0988'EAST OF THE NORTHBOUND TRUNK HIGHWAY 52 FOG LINE, 0.15 MI (0.24 KM)
 DQ0988'SOUTH OF 222ND STREET, 1.5 FT (0.5 M) WEST OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DQ0985 ***********************************************************************
 DQ0985  DESIGNATION -  1906 Q
 DQ0985  PID         -  DQ0985
 DQ0985  STATE/COUNTY-  MN/DAKOTA
 DQ0985  COUNTRY     -  US
 DQ0985  USGS QUAD   -  COATES (2019)
 DQ0985
 DQ0985                         *CURRENT SURVEY CONTROL
 DQ0985  ______________________________________________________________________
 DQ0985* NAD 83(2011) POSITION- 44 39 54.13428(N) 093 00 32.08963(W)   ADJUSTED
 DQ0985* NAD 83(2011) ELLIP HT-   239.323 (meters)        (07/25/16)   ADJUSTED
 DQ0985* NAD 83(2011) EPOCH   -  2010.00
 DQ0985* NAVD 88 ORTHO HEIGHT -   267.911 (meters)      878.97  (feet) ADJUSTED
 DQ0985  ______________________________________________________________________
 DQ0985  GEOID HEIGHT    -        -28.586 (meters)                     GEOID18
 DQ0985  NAD 83(2011) X  -   -238,520.823 (meters)                     COMP
 DQ0985  NAD 83(2011) Y  - -4,537,740.824 (meters)                     COMP
 DQ0985  NAD 83(2011) Z  -  4,461,118.580 (meters)                     COMP
 DQ0985  LAPLACE CORR    -        -10.79  (seconds)                    DEFLEC18
 DQ0985  DYNAMIC HEIGHT  -        267.883 (meters)      878.88  (feet) COMP
 DQ0985  MODELED GRAVITY -    980,507.7   (mgal)                       NAVD 88
 DQ0985
 DQ0985  VERT ORDER      -  SECOND    CLASS I
 DQ0985
 DQ0985  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DQ0985  Standards:
 DQ0985         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DQ0985            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DQ0985  -------------------------------------------------------------------
 DQ0985  NETWORK    0.56   1.08           0.26   0.19   0.55      0.04879440
 DQ0985  -------------------------------------------------------------------
 DQ0985  Click here for local accuracies and other accuracy information.
 DQ0985
 DQ0985.The horizontal coordinates were established by GPS observations
 DQ0985.and adjusted by the MN DEPT OF TRANSP in July 2016.
 DQ0985
 DQ0985.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DQ0985.been affixed to the stable North American tectonic plate. See 
 DQ0985.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DQ0985
 DQ0985.The horizontal coordinates are valid at the epoch date displayed above
 DQ0985.which is a decimal equivalence of Year/Month/Day.
 DQ0985
 DQ0985.The orthometric height was determined by differential leveling and
 DQ0985.adjusted by the NATIONAL GEODETIC SURVEY
 DQ0985.in September 2016.
 DQ0985
 DQ0985.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ0985.GEOID18 height accuracy estimate available here.
 DQ0985
 DQ0985.Click photographs - Photos may exist for this station.
 DQ0985
 DQ0985.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DQ0985
 DQ0985.The Laplace correction was computed from DEFLEC18 derived deflections.
 DQ0985
 DQ0985.The ellipsoidal height was determined by GPS observations
 DQ0985.and is referenced to NAD 83.
 DQ0985
 DQ0985.The dynamic height is computed by dividing the NAVD 88
 DQ0985.geopotential number by the normal gravity value computed on the
 DQ0985.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ0985.degrees latitude (g = 980.6199 gals.).
 DQ0985
 DQ0985.The modeled gravity was interpolated from observed gravity values.
 DQ0985
 DQ0985. The following values were computed from the NAD 83(2011) position.
 DQ0985
 DQ0985;                    North         East     Units Scale Factor Converg.
 DQ0985;SPC MN S     -   285,481.537   878,590.242   MT  0.99992610   +0 41 40.8
 DQ0985;SPC MN S     -   936,617.34  2,882,508.15   sFT  0.99992610   +0 41 40.8
 DQ0985;UTM  15      - 4,945,741.424   499,293.376   MT  0.99960001   -0 00 22.6
 DQ0985
 DQ0985!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DQ0985!SPC MN S     -   0.99996248  x   0.99992610  =   0.99988858
 DQ0985!UTM  15      -   0.99996248  x   0.99960001  =   0.99956250
 DQ0985
 DQ0985_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK9929345741(NAD 83)
 DQ0985
 DQ0985                          SUPERSEDED SURVEY CONTROL
 DQ0985
 DQ0985.No superseded survey control is available for this station.
 DQ0985
 DQ0985_MARKER: F = FLANGE-ENCASED ROD
 DQ0985_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DQ0985_STAMPING: 1906 Q 2015
 DQ0985_MARK LOGO: MNDT
 DQ0985_PROJECTION: RECESSED 5 CENTIMETERS
 DQ0985_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DQ0985_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ0985_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ0985+SATELLITE: SATELLITE OBSERVATIONS - October 19, 2022
 DQ0985_ROD/PIPE-DEPTH: 5.2 meters
 DQ0985
 DQ0985  HISTORY     - Date     Condition        Report By
 DQ0985  HISTORY     - 20150506 MONUMENTED       MNDT
 DQ0985  HISTORY     - 20160418 GOOD             MNDT
 DQ0985  HISTORY     - 20221019 GOOD             MNDT
 DQ0985
 DQ0985                          STATION DESCRIPTION
 DQ0985
 DQ0985'DESCRIBED BY MN DEPT OF TRANSP 2015
 DQ0985'THE STATION IS LOCATED ABOUT 6.8 MI (10.9 KM) EAST-NORTHEAST OF
 DQ0985'FARMINGTON, 3.8 MI (6.1 KM) SOUTH-SOUTHEAST OF COATES AND 2.2 MI (3.5
 DQ0985'KM) WEST-SOUTHWEST OF VERMILLION.
 DQ0985'
 DQ0985'TO REACH THE MARK GO 4.5 MI (7.2 KM) NORTH-NORTHWEST ALONG TRUNK
 DQ0985'HIGHWAY 52 FROM THE JUNCTION OF TRUNK HIGHWAY 52 AND TRUNK HIGHWAY 50
 DQ0985'IN HAMPTON, AT TRUNK HIGHWAY 52 MILE POINT 110.25.
 DQ0985'
 DQ0985'THE MARK IS LOCATED 73.6 FT (22.4 M) NORTHEAST OF NORTHBOUND TRUNK
 DQ0985'HIGHWAY 52, 0.6 MI (1.0 KM) SOUTHEAST OF COUNTY ROAD 62, 0.45 MI (0.7
 DQ0985'KM) NORTHWEST OF COUNTY ROAD 66, 74.6 FT (22.7 M) NORTH-NORTHEAST OF
 DQ0985'CROSS-OVER, 1.5 FT (0.5 M) NORTHWEST OF A WITNESS POST.
 DQ0985'
 DQ0985'NOTE - THE STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM
 DQ0985'ROD DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION REMOVABLE
 DQ0985'DISK SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH
 DQ0985'PVC PIPE BACK FILLED WITH WASHED SAND.
 DQ0985
 DQ0985                          STATION RECOVERY (2016)
 DQ0985
 DQ0985'RECOVERY NOTE BY MN DEPT OF TRANSP 2016 (ADT)
 DQ0985'RECOVERED AS DESCRIBED.
 DQ0985
 DQ0985                          STATION RECOVERY (2022)
 DQ0985
 DQ0985'RECOVERY NOTE BY MN DEPT OF TRANSP 2022 (MJS)
 DQ0985'4.5 MI (7.2 KM) NORTH-NORTHWEST OF HAMPTON, 4.5 MI (7.2 KM)
 DQ0985'NORTH-NORTHWEST ALONG TRUNK HIGHWAY 52 FROM THE JUNCTION OF TRUNK
 DQ0985'HIGHWAY 52 AND TRUNK HIGHWAY 50 IN HAMPTON, AT TRUNK HIGHWAY 52 MILE
 DQ0985'POINT 110.25, 73.6 FT (22.4 M) NORTHEAST OF THE NORTHBOUND TRUNK
 DQ0985'HIGHWAY 52, 0.6 MI (1.0 KM) SOUTHEAST OF COUNTY ROAD 62, 0.45 MI (0.72
 DQ0985'KM) NORTHWEST OF COUNTY ROAD 66, 74.6 FT (22.7 M) NORTH-NORTHEAST OF A
 DQ0985'CROSS-OVER, 1.5 FT (0.5 M) NORTHWEST OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DQ0982 ***********************************************************************
 DQ0982  DESIGNATION -  1906 R
 DQ0982  PID         -  DQ0982
 DQ0982  STATE/COUNTY-  MN/DAKOTA
 DQ0982  COUNTRY     -  US
 DQ0982  USGS QUAD   -  COATES (2019)
 DQ0982
 DQ0982                         *CURRENT SURVEY CONTROL
 DQ0982  ______________________________________________________________________
 DQ0982* NAD 83(2011) POSITION- 44 41 10.27352(N) 093 01 09.21097(W)   ADJUSTED
 DQ0982* NAD 83(2011) ELLIP HT-   251.681 (meters)        (07/25/16)   ADJUSTED
 DQ0982* NAD 83(2011) EPOCH   -  2010.00
 DQ0982* NAVD 88 ORTHO HEIGHT -   280.131 (meters)      919.06  (feet) ADJUSTED
 DQ0982  ______________________________________________________________________
 DQ0982  GEOID HEIGHT    -        -28.447 (meters)                     GEOID18
 DQ0982  NAD 83(2011) X  -   -239,250.896 (meters)                     COMP
 DQ0982  NAD 83(2011) Y  - -4,536,056.367 (meters)                     COMP
 DQ0982  NAD 83(2011) Z  -  4,462,798.614 (meters)                     COMP
 DQ0982  LAPLACE CORR    -        -10.11  (seconds)                    DEFLEC18
 DQ0982  DYNAMIC HEIGHT  -        280.106 (meters)      918.98  (feet) COMP
 DQ0982  MODELED GRAVITY -    980,517.4   (mgal)                       NAVD 88
 DQ0982
 DQ0982  VERT ORDER      -  SECOND    CLASS I
 DQ0982
 DQ0982  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DQ0982  Standards:
 DQ0982         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DQ0982            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DQ0982  -------------------------------------------------------------------
 DQ0982  NETWORK    0.55   1.02           0.25   0.19   0.52      0.07757703
 DQ0982  -------------------------------------------------------------------
 DQ0982  Click here for local accuracies and other accuracy information.
 DQ0982
 DQ0982.The horizontal coordinates were established by GPS observations
 DQ0982.and adjusted by the MN DEPT OF TRANSP in July 2016.
 DQ0982
 DQ0982.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DQ0982.been affixed to the stable North American tectonic plate. See 
 DQ0982.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DQ0982
 DQ0982.The horizontal coordinates are valid at the epoch date displayed above
 DQ0982.which is a decimal equivalence of Year/Month/Day.
 DQ0982
 DQ0982.The orthometric height was determined by differential leveling and
 DQ0982.adjusted by the NATIONAL GEODETIC SURVEY
 DQ0982.in September 2016.
 DQ0982
 DQ0982.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ0982.GEOID18 height accuracy estimate available here.
 DQ0982
 DQ0982.Click photographs - Photos may exist for this station.
 DQ0982
 DQ0982.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DQ0982
 DQ0982.The Laplace correction was computed from DEFLEC18 derived deflections.
 DQ0982
 DQ0982.The ellipsoidal height was determined by GPS observations
 DQ0982.and is referenced to NAD 83.
 DQ0982
 DQ0982.The dynamic height is computed by dividing the NAVD 88
 DQ0982.geopotential number by the normal gravity value computed on the
 DQ0982.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ0982.degrees latitude (g = 980.6199 gals.).
 DQ0982
 DQ0982.The modeled gravity was interpolated from observed gravity values.
 DQ0982
 DQ0982. The following values were computed from the NAD 83(2011) position.
 DQ0982
 DQ0982;                    North         East     Units Scale Factor Converg.
 DQ0982;SPC MN S     -   287,821.613   877,744.414   MT  0.99992722   +0 41 14.8
 DQ0982;SPC MN S     -   944,294.74  2,879,733.13   sFT  0.99992722   +0 41 14.8
 DQ0982;UTM  15      - 4,948,090.905   498,476.506   MT  0.99960003   -0 00 48.7
 DQ0982
 DQ0982!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DQ0982!SPC MN S     -   0.99996054  x   0.99992722  =   0.99988776
 DQ0982!UTM  15      -   0.99996054  x   0.99960003  =   0.99956059
 DQ0982
 DQ0982_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK9847648090(NAD 83)
 DQ0982
 DQ0982                          SUPERSEDED SURVEY CONTROL
 DQ0982
 DQ0982.No superseded survey control is available for this station.
 DQ0982
 DQ0982_MARKER: F = FLANGE-ENCASED ROD
 DQ0982_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DQ0982_STAMPING: 1906 R 2015
 DQ0982_MARK LOGO: MNDT
 DQ0982_PROJECTION: RECESSED 5 CENTIMETERS
 DQ0982_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DQ0982_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ0982_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ0982+SATELLITE: SATELLITE OBSERVATIONS - October 19, 2022
 DQ0982_ROD/PIPE-DEPTH: 3.4 meters
 DQ0982
 DQ0982  HISTORY     - Date     Condition        Report By
 DQ0982  HISTORY     - 20150506 MONUMENTED       MNDT
 DQ0982  HISTORY     - 20160418 GOOD             MNDT
 DQ0982  HISTORY     - 20221019 GOOD             MNDT
 DQ0982
 DQ0982                          STATION DESCRIPTION
 DQ0982
 DQ0982'DESCRIBED BY MN DEPT OF TRANSP 2015
 DQ0982'THE STATION IS LOCATED ABOUT 6.9 MI (11.1 KM) EAST-NORTHEAST OF
 DQ0982'FARMINGTON, 2.7 MI (4.3 KM) WEST-NORTHWEST OF VERMILLION AND 2.3 MI
 DQ0982'(3.7 KM) SOUTH-SOUTHEAST OF COATES.
 DQ0982'
 DQ0982'TO REACH THE MARK GO 6.2 MI (10.0 KM) NORTH-NORTHWEST ALONG TRUNK
 DQ0982'HIGHWAY 52 FROM THE JUNCTION OF TRUNK HIGHWAY 52 AND TRUNK HIGHWAY 50
 DQ0982'IN HAMPTON, AT TRUNK HIGHWAY 52 MILE POINT 111.85.
 DQ0982'
 DQ0982'THE MARK IS LOCATED 55.4 FT (16.9 M) NORTHEAST OF NORTHBOUND TRUNK
 DQ0982'HIGHWAY 52, 0.15 MI (0.2 KM) SOUTH-SOUTHEAST OF 180TH STREET, 7.3 FT
 DQ0982'(2.2 M) SOUTHWEST OF A FENCE, 1.5 FT (0.5 M) NORTHWEST OF A WITNESS
 DQ0982'POST.
 DQ0982'
 DQ0982'NOTE - THE STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM
 DQ0982'ROD DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION REMOVABLE
 DQ0982'DISK SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH
 DQ0982'PVC PIPE BACK FILLED WITH WASHED SAND.
 DQ0982
 DQ0982                          STATION RECOVERY (2016)
 DQ0982
 DQ0982'RECOVERY NOTE BY MN DEPT OF TRANSP 2016 (DAD)
 DQ0982'RECOVERED AS DESCRIBED.
 DQ0982
 DQ0982                          STATION RECOVERY (2022)
 DQ0982
 DQ0982'RECOVERY NOTE BY MN DEPT OF TRANSP 2022 (MJS)
 DQ0982'6.0 MI (9.7 KM) NORTH-NORTHWEST OF HAMPTON, 6.2 MI (10.0 KM)
 DQ0982'NORTH-NORTHWEST ALONG TRUNK HIGHWAY 52 FROM THE JUNCTION OF TRUNK
 DQ0982'HIGHWAY 52 AND TRUNK HIGHWAY 50 IN HAMPTON, AT TRUNK HIGHWAY 52 MILE
 DQ0982'POINT 111.85, 55.4 FT (16.9 M) NORTHEAST OF NORTHBOUND TRUNK HIGHWAY
 DQ0982'52, 0.15 MI (0.24 KM) SOUTH-SOUTHEAST OF 180TH STREET, 7.3 FT (2.2 M)
 DQ0982'SOUTHWEST OF A FENCE, 1.5 FT (0.5 M) NORTHWEST OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DQ0981 ***********************************************************************
 DQ0981  DESIGNATION -  1906 S
 DQ0981  PID         -  DQ0981
 DQ0981  STATE/COUNTY-  MN/DAKOTA
 DQ0981  COUNTRY     -  US
 DQ0981  USGS QUAD   -  COATES (2019)
 DQ0981
 DQ0981                         *CURRENT SURVEY CONTROL
 DQ0981  ______________________________________________________________________
 DQ0981* NAD 83(2011) POSITION- 44 42 01.20706(N) 093 01 33.74590(W)   ADJUSTED
 DQ0981* NAD 83(2011) ELLIP HT-   251.536 (meters)        (07/25/16)   ADJUSTED
 DQ0981* NAD 83(2011) EPOCH   -  2010.00
 DQ0981* NAVD 88 ORTHO HEIGHT -   279.896 (meters)      918.29  (feet) ADJUSTED
 DQ0981  ______________________________________________________________________
 DQ0981  GEOID HEIGHT    -        -28.357 (meters)                     GEOID18
 DQ0981  NAD 83(2011) X  -   -239,732.071 (meters)                     COMP
 DQ0981  NAD 83(2011) Y  - -4,534,923.504 (meters)                     COMP
 DQ0981  NAD 83(2011) Z  -  4,463,916.227 (meters)                     COMP
 DQ0981  LAPLACE CORR    -         -9.97  (seconds)                    DEFLEC18
 DQ0981  DYNAMIC HEIGHT  -        279.872 (meters)      918.21  (feet) COMP
 DQ0981  MODELED GRAVITY -    980,524.3   (mgal)                       NAVD 88
 DQ0981
 DQ0981  VERT ORDER      -  SECOND    CLASS I
 DQ0981
 DQ0981  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DQ0981  Standards:
 DQ0981         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DQ0981            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DQ0981  -------------------------------------------------------------------
 DQ0981  NETWORK    0.60   1.04           0.26   0.23   0.53      0.10780758
 DQ0981  -------------------------------------------------------------------
 DQ0981  Click here for local accuracies and other accuracy information.
 DQ0981
 DQ0981.The horizontal coordinates were established by GPS observations
 DQ0981.and adjusted by the MN DEPT OF TRANSP in July 2016.
 DQ0981
 DQ0981.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DQ0981.been affixed to the stable North American tectonic plate. See 
 DQ0981.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DQ0981
 DQ0981.The horizontal coordinates are valid at the epoch date displayed above
 DQ0981.which is a decimal equivalence of Year/Month/Day.
 DQ0981
 DQ0981.The orthometric height was determined by differential leveling and
 DQ0981.adjusted by the NATIONAL GEODETIC SURVEY
 DQ0981.in September 2016.
 DQ0981
 DQ0981.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ0981.GEOID18 height accuracy estimate available here.
 DQ0981
 DQ0981.Click photographs - Photos may exist for this station.
 DQ0981
 DQ0981.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DQ0981
 DQ0981.The Laplace correction was computed from DEFLEC18 derived deflections.
 DQ0981
 DQ0981.The ellipsoidal height was determined by GPS observations
 DQ0981.and is referenced to NAD 83.
 DQ0981
 DQ0981.The dynamic height is computed by dividing the NAVD 88
 DQ0981.geopotential number by the normal gravity value computed on the
 DQ0981.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ0981.degrees latitude (g = 980.6199 gals.).
 DQ0981
 DQ0981.The modeled gravity was interpolated from observed gravity values.
 DQ0981
 DQ0981. The following values were computed from the NAD 83(2011) position.
 DQ0981
 DQ0981;                    North         East     Units Scale Factor Converg.
 DQ0981;SPC MN S     -   289,387.159   877,185.474   MT  0.99992805   +0 40 57.6
 DQ0981;SPC MN S     -   949,431.04  2,877,899.34   sFT  0.99992805   +0 40 57.6
 DQ0981;UTM  15      - 4,949,662.656   497,936.938   MT  0.99960005   -0 01 05.9
 DQ0981
 DQ0981!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DQ0981!SPC MN S     -   0.99996056  x   0.99992805  =   0.99988862
 DQ0981!UTM  15      -   0.99996056  x   0.99960005  =   0.99956063
 DQ0981
 DQ0981_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK9793649662(NAD 83)
 DQ0981
 DQ0981                          SUPERSEDED SURVEY CONTROL
 DQ0981
 DQ0981.No superseded survey control is available for this station.
 DQ0981
 DQ0981_MARKER: F = FLANGE-ENCASED ROD
 DQ0981_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DQ0981_STAMPING: 1906 S 2015
 DQ0981_MARK LOGO: MNDT
 DQ0981_PROJECTION: RECESSED 5 CENTIMETERS
 DQ0981_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DQ0981_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ0981_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ0981+SATELLITE: SATELLITE OBSERVATIONS - October 19, 2022
 DQ0981_ROD/PIPE-DEPTH: 11.3 meters
 DQ0981
 DQ0981  HISTORY     - Date     Condition        Report By
 DQ0981  HISTORY     - 20150506 MONUMENTED       MNDT
 DQ0981  HISTORY     - 20160418 GOOD             MNDT
 DQ0981  HISTORY     - 20221019 GOOD             MNDT
 DQ0981
 DQ0981                          STATION DESCRIPTION
 DQ0981
 DQ0981'DESCRIBED BY MN DEPT OF TRANSP 2015
 DQ0981'THE STATION IS LOCATED ABOUT 7.1 MI (11.4 KM) NORTHEAST OF FARMINGTON,
 DQ0981'3.4 MI (5.5 KM) WEST-NORTHWEST OF VERMILLION AND 1.2 MI (1.9 KM)
 DQ0981'SOUTH-SOUTHEAST OF COATES.
 DQ0981'
 DQ0981'0  TO REACH THE MARK GO.8 MILE SOUTH-SOUTHEAST ALONG TRUNK HIGHWAY 52
 DQ0981'FROM THE JUNCTION OF TRUNK HIGHWAY 52 AND COUNTY ROAD 46 IN COATES, AT
 DQ0981'TRUNK HIGHWAY 52 MILE POINT 112.8.
 DQ0981'
 DQ0981'THE MARK IS LOCATED 59.5 FT (18.1 M) NORTHEAST OF NORTHBOUND TRUNK
 DQ0981'HIGHWAY 52 FOG LINE, 0.2 MI (0.3 KM) SOUTHEAST OF 170TH STREET, 2.2 FT
 DQ0981'(0.7 M) SOUTHWEST OF A WITNESS POST.
 DQ0981'
 DQ0981'NOTE - THE STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM
 DQ0981'ROD DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION REMOVABLE
 DQ0981'DISK SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH
 DQ0981'PVC PIPE BACK FILLED WITH WASHED SAND.
 DQ0981
 DQ0981                          STATION RECOVERY (2016)
 DQ0981
 DQ0981'RECOVERY NOTE BY MN DEPT OF TRANSP 2016 (ADT)
 DQ0981'RECOVERED AS DESCRIBED.
 DQ0981
 DQ0981                          STATION RECOVERY (2022)
 DQ0981
 DQ0981'RECOVERY NOTE BY MN DEPT OF TRANSP 2022 (MJS)
 DQ0981'1.0 MI (1.6 KM) SOUTH-SOUTHEAST OF COATES, 0.8 MI (1.3 KM)
 DQ0981'SOUTH-SOUTHEAST ALONG TRUNK HIGHWAY 52 FROM THE JUNCTION OF TRUNK
 DQ0981'HIGHWAY 52 AND COUNTY ROAD 46 IN COATES, AT TRUNK HIGHWAY 52 MILE
 DQ0981'POINT 112.8, 59.5 FT (18.1 M) NORTHEAST OF NORTHBOUND TRUNK HIGHWAY 52
 DQ0981'FOG LINE, 0.2 MI (0.3 KM) SOUTHEAST OF 170TH STREET, 2.2 FT (0.7 M)
 DQ0981'SOUTHWEST OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DQ0980 ***********************************************************************
 DQ0980  DESIGNATION -  1906 T
 DQ0980  PID         -  DQ0980
 DQ0980  STATE/COUNTY-  MN/DAKOTA
 DQ0980  COUNTRY     -  US
 DQ0980  USGS QUAD   -  COATES (2019)
 DQ0980
 DQ0980                         *CURRENT SURVEY CONTROL
 DQ0980  ______________________________________________________________________
 DQ0980* NAD 83(2011) POSITION- 44 42 48.64487(N) 093 02 00.50568(W)   ADJUSTED
 DQ0980* NAD 83(2011) ELLIP HT-   251.891 (meters)        (07/25/16)   ADJUSTED
 DQ0980* NAD 83(2011) EPOCH   -  2010.00
 DQ0980* NAVD 88 ORTHO HEIGHT -   280.163 (meters)      919.17  (feet) ADJUSTED
 DQ0980  ______________________________________________________________________
 DQ0980  GEOID HEIGHT    -        -28.270 (meters)                     GEOID18
 DQ0980  NAD 83(2011) X  -   -240,265.905 (meters)                     COMP
 DQ0980  NAD 83(2011) Y  - -4,533,863.894 (meters)                     COMP
 DQ0980  NAD 83(2011) Z  -  4,464,957.236 (meters)                     COMP
 DQ0980  LAPLACE CORR    -         -9.87  (seconds)                    DEFLEC18
 DQ0980  DYNAMIC HEIGHT  -        280.141 (meters)      919.10  (feet) COMP
 DQ0980  MODELED GRAVITY -    980,530.9   (mgal)                       NAVD 88
 DQ0980
 DQ0980  VERT ORDER      -  SECOND    CLASS I
 DQ0980
 DQ0980  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DQ0980  Standards:
 DQ0980         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DQ0980            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DQ0980  -------------------------------------------------------------------
 DQ0980  NETWORK    0.56   1.02           0.25   0.20   0.52      0.09291485
 DQ0980  -------------------------------------------------------------------
 DQ0980  Click here for local accuracies and other accuracy information.
 DQ0980
 DQ0980.The horizontal coordinates were established by GPS observations
 DQ0980.and adjusted by the MN DEPT OF TRANSP in July 2016.
 DQ0980
 DQ0980.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DQ0980.been affixed to the stable North American tectonic plate. See 
 DQ0980.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DQ0980
 DQ0980.The horizontal coordinates are valid at the epoch date displayed above
 DQ0980.which is a decimal equivalence of Year/Month/Day.
 DQ0980
 DQ0980.The orthometric height was determined by differential leveling and
 DQ0980.adjusted by the NATIONAL GEODETIC SURVEY
 DQ0980.in September 2016.
 DQ0980
 DQ0980.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ0980.GEOID18 height accuracy estimate available here.
 DQ0980
 DQ0980.Click photographs - Photos may exist for this station.
 DQ0980
 DQ0980.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DQ0980
 DQ0980.The Laplace correction was computed from DEFLEC18 derived deflections.
 DQ0980
 DQ0980.The ellipsoidal height was determined by GPS observations
 DQ0980.and is referenced to NAD 83.
 DQ0980
 DQ0980.The dynamic height is computed by dividing the NAVD 88
 DQ0980.geopotential number by the normal gravity value computed on the
 DQ0980.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ0980.degrees latitude (g = 980.6199 gals.).
 DQ0980
 DQ0980.The modeled gravity was interpolated from observed gravity values.
 DQ0980
 DQ0980. The following values were computed from the NAD 83(2011) position.
 DQ0980
 DQ0980;                    North         East     Units Scale Factor Converg.
 DQ0980;SPC MN S     -   290,844.286   876,579.109   MT  0.99992887   +0 40 38.9
 DQ0980;SPC MN S     -   954,211.63  2,875,909.96   sFT  0.99992887   +0 40 38.9
 DQ0980;UTM  15      - 4,951,126.613   497,348.638   MT  0.99960009   -0 01 24.8
 DQ0980
 DQ0980!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DQ0980!SPC MN S     -   0.99996051  x   0.99992887  =   0.99988938
 DQ0980!UTM  15      -   0.99996051  x   0.99960009  =   0.99956061
 DQ0980
 DQ0980_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK9734851126(NAD 83)
 DQ0980
 DQ0980                          SUPERSEDED SURVEY CONTROL
 DQ0980
 DQ0980.No superseded survey control is available for this station.
 DQ0980
 DQ0980_MARKER: F = FLANGE-ENCASED ROD
 DQ0980_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DQ0980_STAMPING: 1906 T 2015
 DQ0980_MARK LOGO: MNDT
 DQ0980_PROJECTION: RECESSED 5 CENTIMETERS
 DQ0980_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DQ0980_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ0980_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ0980+SATELLITE: SATELLITE OBSERVATIONS - October 21, 2022
 DQ0980_ROD/PIPE-DEPTH: 20.4 meters
 DQ0980
 DQ0980  HISTORY     - Date     Condition        Report By
 DQ0980  HISTORY     - 20150507 MONUMENTED       MNDT
 DQ0980  HISTORY     - 20160418 GOOD             MNDT
 DQ0980  HISTORY     - 20221021 GOOD             MNDT
 DQ0980
 DQ0980                          STATION DESCRIPTION
 DQ0980
 DQ0980'DESCRIBED BY MN DEPT OF TRANSP 2015
 DQ0980'THE STATION IS LOCATED ABOUT 7.4 MI (11.9 KM) NORTHEAST OF FARMINGTON,
 DQ0980'4.3 MI (6.9 KM) NORTHWEST OF VERMILLION AND IN THE TOWN OF COATES, MN.
 DQ0980'TO REACH THE MARK GO 0.25 MI (0.4 KM) NORTHWEST ALONG TRUNK HIGHWAY 52
 DQ0980'FROM THE JUNCTION OF TRUNK HIGHWAY 52 AND COUNTY ROAD 46 IN COATES, AT
 DQ0980'TRUNK HIGHWAY 52 MILE POINT 113.8.
 DQ0980'
 DQ0980'THE MARK IS LOCATED 60.0 FT (18.3 M) NORTHEAST OF NORTHBOUND TRUNK
 DQ0980'HIGHWAY 52, 29.7 FT (9.1 M) NORTHEAST OF CLAYTON AVENUE, AT NORTHWEST
 DQ0980'CORNER OF PARKING LOT FOR HOUSE OF COATES BAR, 0.3 MI (0.5 KM)
 DQ0980'NORTHWEST ON CLAYTON AVENUE FROM THE JUNCTION WITH BRANDEL DRIVE, 80.4
 DQ0980'FT (24.5 M) NORTHWEST OF ENTRANCE, 13.7 FT (4.2 M) SOUTHEAST OF POWER
 DQ0980'POLE, 1.5 FT (0.5 M) NORTHWEST OF A WITNESS POST.
 DQ0980'
 DQ0980'NOTE - THE STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM
 DQ0980'ROD DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION REMOVABLE
 DQ0980'DISK SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH
 DQ0980'PVC PIPE BACK FILLED WITH WASHED SAND.
 DQ0980
 DQ0980                          STATION RECOVERY (2016)
 DQ0980
 DQ0980'RECOVERY NOTE BY MN DEPT OF TRANSP 2016 (ADT)
 DQ0980'RECOVERED AS DESCRIBED.
 DQ0980
 DQ0980                          STATION RECOVERY (2022)
 DQ0980
 DQ0980'RECOVERY NOTE BY MN DEPT OF TRANSP 2022 (MJS)
 DQ0980'IN COATES, 0.25 MI (0.40 KM) NORTHWEST ALONG TRUNK HIGHWAY 52 FROM THE
 DQ0980'JUNCTION OF TRUNK HIGHWAY 52 AND COUNTY ROAD 46 IN COATES, AT TRUNK
 DQ0980'HIGHWAY 52 MILE POINT 113.8, ABOUT 60.0 FT (18.3 M) NORTHEAST OF
 DQ0980'NORTHBOUND TRUNK HIGHWAY 52, 29.7 FT (9.1 M) NORTHEAST OF CLAYTON
 DQ0980'AVENUE, AT THE NORTHWEST CORNER OF A PARKING LOT FOR HOUSE OF COATES
 DQ0980'BAR, 0.3 MI (0.5 KM) NORTHWEST ON CLAYTON AVENUE FROM THE JUNCTION
 DQ0980'WITH BRANDEL DRIVE, 80.4 FT (24.5 M) NORTHWEST OF AN ENTRANCE, 13.7 FT
 DQ0980'(4.2 M) SOUTHEAST OF A POWER POLE, 1.5 FT (0.5 M) NORTHWEST OF A
 DQ0980'WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DQ0978 ***********************************************************************
 DQ0978  DESIGNATION -  1906 U
 DQ0978  PID         -  DQ0978
 DQ0978  STATE/COUNTY-  MN/DAKOTA
 DQ0978  COUNTRY     -  US
 DQ0978  USGS QUAD   -  INVER GROVE HEIGHTS (2019)
 DQ0978
 DQ0978                         *CURRENT SURVEY CONTROL
 DQ0978  ______________________________________________________________________
 DQ0978* NAD 83(2011) POSITION- 44 45 05.87506(N) 093 02 01.19881(W)   ADJUSTED
 DQ0978* NAD 83(2011) ELLIP HT-   246.984 (meters)        (07/25/16)   ADJUSTED
 DQ0978* NAD 83(2011) EPOCH   -  2010.00
 DQ0978* NAVD 88 ORTHO HEIGHT -   275.106 (meters)      902.58  (feet) ADJUSTED
 DQ0978  ______________________________________________________________________
 DQ0978  GEOID HEIGHT    -        -28.114 (meters)                     GEOID18
 DQ0978  NAD 83(2011) X  -   -240,123.169 (meters)                     COMP
 DQ0978  NAD 83(2011) Y  - -4,530,882.314 (meters)                     COMP
 DQ0978  NAD 83(2011) Z  -  4,467,963.215 (meters)                     COMP
 DQ0978  LAPLACE CORR    -        -10.18  (seconds)                    DEFLEC18
 DQ0978  DYNAMIC HEIGHT  -        275.088 (meters)      902.52  (feet) COMP
 DQ0978  MODELED GRAVITY -    980,545.6   (mgal)                       NAVD 88
 DQ0978
 DQ0978  VERT ORDER      -  SECOND    CLASS I
 DQ0978
 DQ0978  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DQ0978  Standards:
 DQ0978         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DQ0978            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DQ0978  -------------------------------------------------------------------
 DQ0978  NETWORK    0.56   0.98           0.25   0.20   0.50      0.09437997
 DQ0978  -------------------------------------------------------------------
 DQ0978  Click here for local accuracies and other accuracy information.
 DQ0978
 DQ0978.The horizontal coordinates were established by GPS observations
 DQ0978.and adjusted by the MN DEPT OF TRANSP in July 2016.
 DQ0978
 DQ0978.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DQ0978.been affixed to the stable North American tectonic plate. See 
 DQ0978.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DQ0978
 DQ0978.The horizontal coordinates are valid at the epoch date displayed above
 DQ0978.which is a decimal equivalence of Year/Month/Day.
 DQ0978
 DQ0978.The orthometric height was determined by differential leveling and
 DQ0978.adjusted by the NATIONAL GEODETIC SURVEY
 DQ0978.in September 2016.
 DQ0978
 DQ0978.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ0978.GEOID18 height accuracy estimate available here.
 DQ0978
 DQ0978.Click photographs - Photos may exist for this station.
 DQ0978
 DQ0978.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DQ0978
 DQ0978.The Laplace correction was computed from DEFLEC18 derived deflections.
 DQ0978
 DQ0978.The ellipsoidal height was determined by GPS observations
 DQ0978.and is referenced to NAD 83.
 DQ0978
 DQ0978.The dynamic height is computed by dividing the NAVD 88
 DQ0978.geopotential number by the normal gravity value computed on the
 DQ0978.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ0978.degrees latitude (g = 980.6199 gals.).
 DQ0978
 DQ0978.The modeled gravity was interpolated from observed gravity values.
 DQ0978
 DQ0978. The following values were computed from the NAD 83(2011) position.
 DQ0978
 DQ0978;                    North         East     Units Scale Factor Converg.
 DQ0978;SPC MN S     -   295,079.602   876,513.782   MT  0.99993155   +0 40 38.4
 DQ0978;SPC MN S     -   968,106.99  2,875,695.63   sFT  0.99993155   +0 40 38.4
 DQ0978;UTM  15      - 4,955,361.013   497,335.139   MT  0.99960009   -0 01 25.3
 DQ0978
 DQ0978!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DQ0978!SPC MN S     -   0.99996128  x   0.99993155  =   0.99989283
 DQ0978!UTM  15      -   0.99996128  x   0.99960009  =   0.99956138
 DQ0978
 DQ0978_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK9733555361(NAD 83)
 DQ0978
 DQ0978                          SUPERSEDED SURVEY CONTROL
 DQ0978
 DQ0978.No superseded survey control is available for this station.
 DQ0978
 DQ0978_MARKER: I = METAL ROD
 DQ0978_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DQ0978_STAMPING: 1906 U 2015
 DQ0978_MARK LOGO: MNDT
 DQ0978_PROJECTION: RECESSED 8 CENTIMETERS
 DQ0978_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DQ0978_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ0978_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ0978+SATELLITE: SATELLITE OBSERVATIONS - August 16, 2023
 DQ0978_ROD/PIPE-DEPTH: 9.8 meters
 DQ0978
 DQ0978  HISTORY     - Date     Condition        Report By
 DQ0978  HISTORY     - 20150504 MONUMENTED       MNDT
 DQ0978  HISTORY     - 20160418 GOOD             MNDT
 DQ0978  HISTORY     - 20230816 GOOD             MNDT
 DQ0978
 DQ0978                          STATION DESCRIPTION
 DQ0978
 DQ0978'DESCRIBED BY MN DEPT OF TRANSP 2015
 DQ0978'THE STATION IS LOCATED ABOUT 6.6 MI (10.6 KM) SOUTH-SOUTHWEST OF SAINT
 DQ0978'PAUL PARK, 6.3 MI (10.1 KM) NORTH-NORTHWEST OF VERMILLION AND 2.4 MI
 DQ0978'(3.9 KM) NORTH OF COATES.
 DQ0978'
 DQ0978'TO REACH THE MARK GO 0.9 MI (1.4 KM) NORTH ALONG TRUNK HIGHWAY 52 FROM
 DQ0978'THE JUNCTION OF TRUNK HIGHWAY 52 AND COUNTY ROAD 42 IN ROSEMOUNT, AT
 DQ0978'TRUNK HIGHWAY 52 MILE POINT 116.45.
 DQ0978'
 DQ0978'THE MARK IS LOCATED 53.0 FT (16.2 M) EAST OF NORTHBOUND TRUNK HIGHWAY
 DQ0978'52 FOG LINE, 0.9 MI (1.4 KM) NORTH OF COUNTY ROAD 42, 136.6 FT (41.6
 DQ0978'M) SOUTH OF RIGHT-OF-WAY POST, 1.5 FT (0.5 M) WEST OF A WITNESS POST.
 DQ0978'
 DQ0978'NOTE - THE STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM
 DQ0978'ROD DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION REMOVABLE
 DQ0978'DISK SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH
 DQ0978'PVC PIPE BACK FILLED WITH WASHED SAND.
 DQ0978
 DQ0978                          STATION RECOVERY (2016)
 DQ0978
 DQ0978'RECOVERY NOTE BY MN DEPT OF TRANSP 2016 (DAD)
 DQ0978'RECOVERED AS DESCRIBED.
 DQ0978
 DQ0978                          STATION RECOVERY (2023)
 DQ0978
 DQ0978'RECOVERY NOTE BY MN DEPT OF TRANSP 2023 (MJS)
 DQ0978'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DL5958 ***********************************************************************
 DL5958  DESIGNATION -  1907 AA RESET
 DL5958  PID         -  DL5958
 DL5958  STATE/COUNTY-  MN/DAKOTA
 DL5958  COUNTRY     -  US
 DL5958  USGS QUAD   -  INVER GROVE HEIGHTS (2019)
 DL5958
 DL5958                         *CURRENT SURVEY CONTROL
 DL5958  ______________________________________________________________________
 DL5958* NAD 83(2011) POSITION- 44 47 08.24225(N) 093 02 03.64465(W)   ADJUSTED
 DL5958* NAD 83(2011) ELLIP HT-   256.884 (meters)        (06/27/12)   ADJUSTED
 DL5958* NAD 83(2011) EPOCH   -  2010.00
 DL5958* NAVD 88 ORTHO HEIGHT -   284.870 (meters)      934.61  (feet) ADJUSTED
 DL5958  ______________________________________________________________________
 DL5958  GEOID HEIGHT    -        -27.983 (meters)                     GEOID18
 DL5958  NAD 83(2011) X  -   -240,036.447 (meters)                     COMP
 DL5958  NAD 83(2011) Y  - -4,528,229.953 (meters)                     COMP
 DL5958  NAD 83(2011) Z  -  4,470,652.022 (meters)                     COMP
 DL5958  LAPLACE CORR    -        -11.04  (seconds)                    DEFLEC18
 DL5958  DYNAMIC HEIGHT  -        284.856 (meters)      934.57  (feet) COMP
 DL5958  MODELED GRAVITY -    980,558.2   (mgal)                       NAVD 88
 DL5958
 DL5958  VERT ORDER      -  SECOND    CLASS I
 DL5958
 DL5958  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DL5958  Standards:
 DL5958         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DL5958            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DL5958  -------------------------------------------------------------------
 DL5958  NETWORK    0.35   0.51           0.16   0.12   0.26      0.06406337
 DL5958  -------------------------------------------------------------------
 DL5958  Click here for local accuracies and other accuracy information.
 DL5958
 DL5958.The horizontal coordinates were established by GPS observations
 DL5958.and adjusted by the National Geodetic Survey in June 2012.
 DL5958
 DL5958.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DL5958.been affixed to the stable North American tectonic plate. See 
 DL5958.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DL5958
 DL5958.The horizontal coordinates are valid at the epoch date displayed above
 DL5958.which is a decimal equivalence of Year/Month/Day.
 DL5958
 DL5958.The orthometric height was determined by differential leveling and
 DL5958.adjusted by the NATIONAL GEODETIC SURVEY
 DL5958.in August 2013.
 DL5958
 DL5958.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL5958.GEOID18 height accuracy estimate available here.
 DL5958
 DL5958.Click photographs - Photos may exist for this station.
 DL5958
 DL5958.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DL5958
 DL5958.The Laplace correction was computed from DEFLEC18 derived deflections.
 DL5958
 DL5958.The ellipsoidal height was determined by GPS observations
 DL5958.and is referenced to NAD 83.
 DL5958
 DL5958.The dynamic height is computed by dividing the NAVD 88
 DL5958.geopotential number by the normal gravity value computed on the
 DL5958.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL5958.degrees latitude (g = 980.6199 gals.).
 DL5958
 DL5958.The modeled gravity was interpolated from observed gravity values.
 DL5958
 DL5958. The following values were computed from the NAD 83(2011) position.
 DL5958
 DL5958;                    North         East     Units Scale Factor Converg.
 DL5958;SPC MN S     -   298,855.763   876,415.371   MT  0.99993431   +0 40 36.7
 DL5958;SPC MN S     -   980,495.95  2,875,372.76   sFT  0.99993431   +0 40 36.7
 DL5958;UTM  15      - 4,959,136.838   497,282.955   MT  0.99960009   -0 01 27.1
 DL5958
 DL5958!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DL5958!SPC MN S     -   0.99995972  x   0.99993431  =   0.99989404
 DL5958!UTM  15      -   0.99995972  x   0.99960009  =   0.99955983
 DL5958
 DL5958:                Primary Azimuth Mark                     Grid Az
 DL5958:SPC MN S     -  PIKES                                    345 10 18.3
 DL5958:UTM  15      -  PIKES                                    345 52 22.1
 DL5958
 DL5958_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK9728259136(NAD 83)
 DL5958
 DL5958|---------------------------------------------------------------------|
 DL5958| PID    Reference Object                     Distance      Geod. Az  |
 DL5958|                                                           dddmmss.s |
 DL5958| AC5072 PIKES                               479.896 METERS 3455055.0 |
 DL5958|---------------------------------------------------------------------|
 DL5958
 DL5958                          SUPERSEDED SURVEY CONTROL
 DL5958
 DL5958  NAD 83(2007)-  44 47 08.24222(N)    093 02 03.64578(W) AD(2002.00) 1
 DL5958  ELLIP H (10/16/09)  256.901  (m)                       GP(2002.00) 3 1
 DL5958  NAVD 88             284.87   (m)          934.6    (f) LEVELING    3  
 DL5958
 DL5958.Superseded values are not recommended for survey control.
 DL5958
 DL5958.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL5958.See file dsdata.pdf to determine how the superseded data were derived.
 DL5958
 DL5958_MARKER: I = METAL ROD
 DL5958_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DL5958_STAMPING: 1907 AA 1997 2009
 DL5958_MARK LOGO: MNDT
 DL5958_PROJECTION: RECESSED 8 CENTIMETERS
 DL5958_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DL5958_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL5958_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DL5958+SATELLITE: SATELLITE OBSERVATIONS - April 08, 2015
 DL5958_ROD/PIPE-DEPTH: 10.4 meters
 DL5958
 DL5958  HISTORY     - Date     Condition        Report By
 DL5958  HISTORY     - 20090427 MONUMENTED       MNDT
 DL5958  HISTORY     - 2009     GOOD             MNDT
 DL5958  HISTORY     - 20150408 GOOD             MNDT
 DL5958
 DL5958                          STATION DESCRIPTION
 DL5958
 DL5958'DESCRIBED BY MN DEPT OF TRANSP 2009
 DL5958'0.4 MILE NORTH OF PINE BEND, 0.4 MILE NORTH ALONG TRUNK HIGHWAYS 52
 DL5958'AND 55 FROM THE JUNCTION OF 117TH STREET IN INVER GROVE HEIGHTS, AT
 DL5958'TRUNK HIGHWAY 52 MILEPOINT 118.85, 66.5 FEET EAST OF NORTHBOUND LANE,
 DL5958'79.2 FEET SOUTH OF TELEPHONE PEDESTAL, 63.1 FEET WEST OF FRONTAGE
 DL5958'ROAD, 33.3 FEET WEST OF HIGH TENSION POWER POLE NUMBER 008, 1.6 FEET
 DL5958'SOUTH OF WITNESS POST.
 DL5958
 DL5958                          STATION RECOVERY (2009)
 DL5958
 DL5958'RECOVERY NOTE BY MN DEPT OF TRANSP 2009
 DL5958'RECOVERED AS DESCRIBED.
 DL5958'
 DL5958'NOTE - THE STATION MARK CONSISTS OF A 3/4 INCH (19 MM) DIAMETER
 DL5958'ALUMINUM ROD DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL MARK
 DL5958'REMOVABLE DISK SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY
 DL5958'A SIX-INCH PVC PIPE BACKFILLED WITH WASHED SAND.
 DL5958
 DL5958                          STATION RECOVERY (2015)
 DL5958
 DL5958'RECOVERY NOTE BY MN DEPT OF TRANSP 2015 (DAS)
 DL5958'RECOVERED AS DESCRIBED.
 DL5958'
 DL5958'NOTE - THE STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM
 DL5958'ROD DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION REMOVABLE
 DL5958'DISK SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH
 DL5958'PVC PIPE BACK FILLED WITH WASHED SAND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DE8631 ***********************************************************************
 DE8631  DESIGNATION -  1907 AB
 DE8631  PID         -  DE8631
 DE8631  STATE/COUNTY-  MN/DAKOTA
 DE8631  COUNTRY     -  US
 DE8631  USGS QUAD   -  INVER GROVE HEIGHTS (2019)
 DE8631
 DE8631                         *CURRENT SURVEY CONTROL
 DE8631  ______________________________________________________________________
 DE8631* NAD 83(1986) POSITION- 44 47 46.92   (N) 093 02 17.47   (W)   HD_HELD1
 DE8631* NAVD 88 ORTHO HEIGHT -   272.869 (meters)      895.24  (feet) ADJUSTED
 DE8631  ______________________________________________________________________
 DE8631  GEOID HEIGHT    -        -27.928 (meters)                     GEOID18
 DE8631  DYNAMIC HEIGHT  -        272.856 (meters)      895.20  (feet) COMP
 DE8631  MODELED GRAVITY -    980,562.5   (mgal)                       NAVD 88
 DE8631
 DE8631  VERT ORDER      -  SECOND    CLASS I
 DE8631
 DE8631.The horizontal coordinates were determined by differentially corrected
 DE8631.hand held GPS observations or other comparable positioning techniques
 DE8631.and have an estimated accuracy of +/- 3 meters.
 DE8631
 DE8631.The orthometric height was determined by differential leveling and
 DE8631.adjusted by the NATIONAL GEODETIC SURVEY
 DE8631.in August 2013.
 DE8631
 DE8631.Significant digits in the geoid height do not necessarily reflect accuracy.
 DE8631.GEOID18 height accuracy estimate available here.
 DE8631
 DE8631.Click photographs - Photos may exist for this station.
 DE8631
 DE8631.The dynamic height is computed by dividing the NAVD 88
 DE8631.geopotential number by the normal gravity value computed on the
 DE8631.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE8631.degrees latitude (g = 980.6199 gals.).
 DE8631
 DE8631.The modeled gravity was interpolated from observed gravity values.
 DE8631
 DE8631;                    North         East    Units  Estimated Accuracy
 DE8631;SPC MN S     -   300,046.0     876,097.4     MT  (+/- 3 meters HH1 GPS) 
 DE8631
 DE8631_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK9697960330(NAD 83)
 DE8631
 DE8631                          SUPERSEDED SURVEY CONTROL
 DE8631
 DE8631  NAVD 88 (08/10/04)  272.870  (m)          895.24   (f) SUPERSEDED  2 1
 DE8631
 DE8631.Superseded values are not recommended for survey control.
 DE8631
 DE8631.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE8631.See file dsdata.pdf to determine how the superseded data were derived.
 DE8631
 DE8631_MARKER: DB = BENCH MARK DISK
 DE8631_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DE8631_SP_SET: BRIDGE ABUTMENT
 DE8631_STAMPING: 1907 AB 1997
 DE8631_MARK LOGO: MNHD
 DE8631_MAGNETIC: N = NO MAGNETIC MATERIAL
 DE8631_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DE8631_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DE8631+SATELLITE: SATELLITE OBSERVATIONS - August 15, 2023
 DE8631
 DE8631  HISTORY     - Date     Condition        Report By
 DE8631  HISTORY     - 1997     MONUMENTED       MNDT
 DE8631  HISTORY     - 19971126 GOOD             MNDT
 DE8631  HISTORY     - 20040918 GOOD             USPSQD
 DE8631  HISTORY     - 20051130 GOOD             USPSQD
 DE8631  HISTORY     - 20070709 GOOD             MNDT
 DE8631  HISTORY     - 20090318 GOOD             MNDT
 DE8631  HISTORY     - 20150408 GOOD             MNDT
 DE8631  HISTORY     - 20230815 GOOD             MNDT
 DE8631
 DE8631                          STATION DESCRIPTION
 DE8631
 DE8631'DESCRIBED BY MN DEPT OF TRANSP 1997 (WAS)
 DE8631'THE MARK WAS RECOVERED IN GOOD CONDITION.  THE MARK IS 1.1 MI (1.8 KM)
 DE8631'NORTH OF PINE BEND, IN ABUT AT SW COR OF SB TH 52 BRDG NO 19078 OVER
 DE8631'RR TRACKS, 1.15 MI (1.85 KM) NORTH ALONG TH 52 FROM JCT OF TH 52 AND
 DE8631'117TH STREET IN PINE BEND, AT TH 52 MP 119.6, 25.2 FT (7.7 M) WEST OF
 DE8631'SB TH 52.  DISK SET IN BRDG WHEN BUILT IN 1978 THEN STAMPED IN 1997.
 DE8631
 DE8631                          STATION RECOVERY (2004)
 DE8631
 DE8631'RECOVERY NOTE BY US POWER SQUADRON 2004 (RT)
 DE8631'RECOVERED IN GOOD CONDITION AS DESCRIBED. SPSPS RT.
 DE8631
 DE8631                          STATION RECOVERY (2005)
 DE8631
 DE8631'RECOVERY NOTE BY US POWER SQUADRON 2005 (ATD)
 DE8631'RECOVERED IN GOOD CONDITION.
 DE8631
 DE8631                          STATION RECOVERY (2007)
 DE8631
 DE8631'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (JJB)
 DE8631'THE MARK IS LOCATED ABOUT 5.5 MI (8.8 KM) NORTH OF COATES, 3.9 MI (6.3
 DE8631'KM) SOUTHWEST OF SAINT PAUL PARK AND 3.6 MI (5.8 KM) SOUTH OF INVER
 DE8631'GROVE HEIGHTS.
 DE8631'
 DE8631'TO REACH TO THE MARK GO 1.1 MI (1.8 KM) NORTH OF PINE BEND, IN
 DE8631'ABUTMENT AT SOUTHWEST CORNER OF SOUTH-BOUND TRUNK HIGHWAY 52 BRIDGE
 DE8631'NUMBER 19078 OVER RAILROAD TRACKS, 1.15 MI (1.9 KM) NORTH ALONG TRUNK
 DE8631'HIGHWAY 52 FROM THE JUNCTION OF TRUNK HIGHWAY 52 AND 117TH STREET IN
 DE8631'PINE BEND, AT TRUNK HIGHWAY 52 MILE POINT 119.6, 25.2 FT (7.7 M) WEST
 DE8631'OF SOUTH-BOUND TRUNK HIGHWAY 52.
 DE8631
 DE8631                          STATION RECOVERY (2009)
 DE8631
 DE8631'RECOVERY NOTE BY MN DEPT OF TRANSP 2009 (DRB)
 DE8631'RECOVERED AS DESCRIBED.
 DE8631
 DE8631                          STATION RECOVERY (2015)
 DE8631
 DE8631'RECOVERY NOTE BY MN DEPT OF TRANSP 2015 (DAS)
 DE8631'RECOVERED AS DESCRIBED.
 DE8631
 DE8631                          STATION RECOVERY (2023)
 DE8631
 DE8631'RECOVERY NOTE BY MN DEPT OF TRANSP 2023 (MJS)
 DE8631'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DE8632 ***********************************************************************
 DE8632  DESIGNATION -  1907 AC
 DE8632  PID         -  DE8632
 DE8632  STATE/COUNTY-  MN/DAKOTA
 DE8632  COUNTRY     -  US
 DE8632  USGS QUAD   -  INVER GROVE HEIGHTS (2019)
 DE8632
 DE8632                         *CURRENT SURVEY CONTROL
 DE8632  ______________________________________________________________________
 DE8632* NAD 83(1986) POSITION- 44 48 06.32   (N) 093 02 21.51   (W)   HD_HELD1
 DE8632* NAVD 88 ORTHO HEIGHT -   274.673 (meters)      901.16  (feet) ADJUSTED
 DE8632  ______________________________________________________________________
 DE8632  GEOID HEIGHT    -        -27.904 (meters)                     GEOID18
 DE8632  DYNAMIC HEIGHT  -        274.661 (meters)      901.12  (feet) COMP
 DE8632  MODELED GRAVITY -    980,564.6   (mgal)                       NAVD 88
 DE8632
 DE8632  VERT ORDER      -  SECOND    CLASS I
 DE8632
 DE8632.The horizontal coordinates were determined by differentially corrected
 DE8632.hand held GPS observations or other comparable positioning techniques
 DE8632.and have an estimated accuracy of +/- 3 meters.
 DE8632
 DE8632.The orthometric height was determined by differential leveling and
 DE8632.adjusted by the NATIONAL GEODETIC SURVEY
 DE8632.in August 2004.
 DE8632
 DE8632.Significant digits in the geoid height do not necessarily reflect accuracy.
 DE8632.GEOID18 height accuracy estimate available here.
 DE8632
 DE8632.Click photographs - Photos may exist for this station.
 DE8632
 DE8632.The dynamic height is computed by dividing the NAVD 88
 DE8632.geopotential number by the normal gravity value computed on the
 DE8632.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE8632.degrees latitude (g = 980.6199 gals.).
 DE8632
 DE8632.The modeled gravity was interpolated from observed gravity values.
 DE8632
 DE8632;                    North         East    Units  Estimated Accuracy
 DE8632;SPC MN S     -   300,643.7     876,001.6     MT  (+/- 3 meters HH1 GPS) 
 DE8632
 DE8632_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK9689160929(NAD 83)
 DE8632
 DE8632                          SUPERSEDED SURVEY CONTROL
 DE8632
 DE8632.No superseded survey control is available for this station.
 DE8632
 DE8632_MARKER: DB = BENCH MARK DISK
 DE8632_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DE8632_SP_SET: BRIDGE ABUTMENT
 DE8632_STAMPING: 1907 AC 1997
 DE8632_MARK LOGO: MNHD
 DE8632_MAGNETIC: N = NO MAGNETIC MATERIAL
 DE8632_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DE8632_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DE8632+SATELLITE: SATELLITE OBSERVATIONS - August 15, 2023
 DE8632
 DE8632  HISTORY     - Date     Condition        Report By
 DE8632  HISTORY     - 1997     MONUMENTED       MNDT
 DE8632  HISTORY     - 19971126 GOOD             MNDT
 DE8632  HISTORY     - 20040918 GOOD             USPSQD
 DE8632  HISTORY     - 20051130 GOOD             USPSQD
 DE8632  HISTORY     - 20070709 GOOD             MNDT
 DE8632  HISTORY     - 20090318 GOOD             MNDT
 DE8632  HISTORY     - 20150408 GOOD             MNDT
 DE8632  HISTORY     - 20230815 GOOD             MNDT
 DE8632
 DE8632                          STATION DESCRIPTION
 DE8632
 DE8632'DESCRIBED BY MN DEPT OF TRANSP 1997 (WAS)
 DE8632'THE MARK WAS RECOVERED IN GOOD CONDITION.  THE MARK IS 1.5 MI (2.4 KM)
 DE8632'NORTH OF PINE BEND, IN ABUT AT SE COR OF SB TH 52 BRDG OVER RR TRACKS,
 DE8632'1.55 MI (2.49 KM) NORTH ALONG TH 52 FROM JCT OF TH 52 AND 117TH STREET
 DE8632'IN PINE BEND AT TH 52 MP 119.95, 25.0 FT (7.6 M) EAST OF SB TH 52.
 DE8632'THE DISK WAS SET IN BRDG WHEN BUILT IN 1978 THEN STAMPED IN 1997.
 DE8632
 DE8632                          STATION RECOVERY (2004)
 DE8632
 DE8632'RECOVERY NOTE BY US POWER SQUADRON 2004 (RT)
 DE8632'RECOVERED IN GOOD CONDITION AS DESCRIBED. SPSPS RT.
 DE8632
 DE8632                          STATION RECOVERY (2005)
 DE8632
 DE8632'RECOVERY NOTE BY US POWER SQUADRON 2005 (ATD)
 DE8632'RECOVERED IN GOOD CONDITION.
 DE8632
 DE8632                          STATION RECOVERY (2007)
 DE8632
 DE8632'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (PJG)
 DE8632'THE MARK IS LOCATED ABOUT 5.8 MI (9.3 KM) NORTH OF COATES, 3.7 MI (6.0
 DE8632'KM) SOUTHWEST OF SAINT PAUL PARK AND 3.2 MI (5.1 KM) SOUTH OF INVER
 DE8632'GROVE HEIGHTS.
 DE8632'
 DE8632'TO REACH TO THE MARK GO 1.5 MI (2.4 KM) NORTH OF PINE BEND, IN
 DE8632'ABUTMENT AT SOUTHEAST CORNER OF SOUTH-BOUND TRUNK HIGHWAY 52 BRIDGE
 DE8632'OVER RAILROAD TRACKS, 1.55 MI (2.5 KM) NORTH ALONG TRUNK HIGHWAY 52
 DE8632'FROM THE JUNCTION OF TRUNK HIGHWAY 52 AND 117TH STREET IN PINE BEND,
 DE8632'AT TRUNK HIGHWAY 52 MILE POINT 119.95, 25.0 FT (7.6 M) EAST OF
 DE8632'SOUTH-BOUND TRUNK HIGHWAY 52.
 DE8632
 DE8632                          STATION RECOVERY (2009)
 DE8632
 DE8632'RECOVERY NOTE BY MN DEPT OF TRANSP 2009 (DRB)
 DE8632'RECOVERED AS DESCRIBED.
 DE8632
 DE8632                          STATION RECOVERY (2015)
 DE8632
 DE8632'RECOVERY NOTE BY MN DEPT OF TRANSP 2015 (DAS)
 DE8632'RECOVERED AS DESCRIBED.
 DE8632
 DE8632                          STATION RECOVERY (2023)
 DE8632
 DE8632'RECOVERY NOTE BY MN DEPT OF TRANSP 2023 (MJS)
 DE8632'THE SURVEY MARK HAS BEEN DEEMED UNSAFE DUE TO FALL RISK AND HAS BEEN
 DE8632'ABANDONED FOR MNDOT GEODETIC USE.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DE8633 ***********************************************************************
 DE8633  DESIGNATION -  1907 AD
 DE8633  PID         -  DE8633
 DE8633  STATE/COUNTY-  MN/DAKOTA
 DE8633  COUNTRY     -  US
 DE8633  USGS QUAD   -  INVER GROVE HEIGHTS (2019)
 DE8633
 DE8633                         *CURRENT SURVEY CONTROL
 DE8633  ______________________________________________________________________
 DE8633* NAD 83(1986) POSITION- 44 48 56.64   (N) 093 02 39.33   (W)   HD_HELD1
 DE8633* NAVD 88 ORTHO HEIGHT -   288.125 (meters)      945.29  (feet) ADJUSTED
 DE8633  ______________________________________________________________________
 DE8633  GEOID HEIGHT    -        -27.834 (meters)                     GEOID18
 DE8633  DYNAMIC HEIGHT  -        288.114 (meters)      945.25  (feet) COMP
 DE8633  MODELED GRAVITY -    980,569.9   (mgal)                       NAVD 88
 DE8633
 DE8633  VERT ORDER      -  SECOND    CLASS I
 DE8633
 DE8633.The horizontal coordinates were determined by differentially corrected
 DE8633.hand held GPS observations or other comparable positioning techniques
 DE8633.and have an estimated accuracy of +/- 3 meters.
 DE8633
 DE8633.The orthometric height was determined by differential leveling and
 DE8633.adjusted by the NATIONAL GEODETIC SURVEY
 DE8633.in August 2004.
 DE8633
 DE8633.Significant digits in the geoid height do not necessarily reflect accuracy.
 DE8633.GEOID18 height accuracy estimate available here.
 DE8633
 DE8633.Click photographs - Photos may exist for this station.
 DE8633
 DE8633.The dynamic height is computed by dividing the NAVD 88
 DE8633.geopotential number by the normal gravity value computed on the
 DE8633.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE8633.degrees latitude (g = 980.6199 gals.).
 DE8633
 DE8633.The modeled gravity was interpolated from observed gravity values.
 DE8633
 DE8633;                    North         East    Units  Estimated Accuracy
 DE8633;SPC MN S     -   302,192.2     875,591.9     MT  (+/- 3 meters HH1 GPS) 
 DE8633
 DE8633_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK9650062481(NAD 83)
 DE8633
 DE8633                          SUPERSEDED SURVEY CONTROL
 DE8633
 DE8633.No superseded survey control is available for this station.
 DE8633
 DE8633_MARKER: DD = SURVEY DISK
 DE8633_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DE8633_SP_SET: BRIDGE RAILING
 DE8633_STAMPING: 1907 AD 1997
 DE8633_MARK LOGO: MNDT
 DE8633_MAGNETIC: N = NO MAGNETIC MATERIAL
 DE8633_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DE8633_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DE8633+SATELLITE: SATELLITE OBSERVATIONS - August 15, 2023
 DE8633
 DE8633  HISTORY     - Date     Condition        Report By
 DE8633  HISTORY     - 19940401 MONUMENTED       MNDT
 DE8633  HISTORY     - 19971126 GOOD             MNDT
 DE8633  HISTORY     - 20040918 GOOD             USPSQD
 DE8633  HISTORY     - 20051130 GOOD             USPSQD
 DE8633  HISTORY     - 20070703 GOOD             MNDT
 DE8633  HISTORY     - 20090318 GOOD             MNDT
 DE8633  HISTORY     - 20150408 GOOD             MNDT
 DE8633  HISTORY     - 20230815 GOOD             MNDT
 DE8633
 DE8633                          STATION DESCRIPTION
 DE8633
 DE8633'DESCRIBED BY MN DEPT OF TRANSP 1997 (WAS)
 DE8633'THE MARK WAS RECOVERED IN GOOD CONDITION.  THE MARK IS 2.5 MI (4.0 KM)
 DE8633'SOUTH OF INVER GROVE HEIGHTS, IN RAILING AT SW COR OF NB TH 52 BRDG N0
 DE8633'19047 OVER CO RD 56, 2.60 MI (4.18 KM) NORTH ALONG TH 52 FROM JCT OF
 DE8633'TH 52 AND 117TH STREET IN PINE BEND, AT TH 52 MP 121.0, 37.0 FT (11.3
 DE8633'M) WEST OF NB TH 52, 3.6 FT (1.1 M) NORTH OF SOUTH END OF RAILING.
 DE8633'THE DISK WAS SET IN BRDG WHEN BUILT IN 1994 THEN STAMPED IN 1997.
 DE8633
 DE8633                          STATION RECOVERY (2004)
 DE8633
 DE8633'RECOVERY NOTE BY US POWER SQUADRON 2004 (RT)
 DE8633'RECOVERED IN GOOD CONDITION AS DESCRIBED. SPSPS RT.
 DE8633
 DE8633                          STATION RECOVERY (2005)
 DE8633
 DE8633'RECOVERY NOTE BY US POWER SQUADRON 2005 (ATD)
 DE8633'RECOVERED IN GOOD CONDITION.
 DE8633
 DE8633                          STATION RECOVERY (2007)
 DE8633
 DE8633'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (PJG)
 DE8633'THE MARK IS LOCATED ABOUT 6.8 MI (10.9 KM) NORTH OF COATES, 3.2 MI
 DE8633'(5.1 KM) SOUTHWEST OF SAINT PAUL PARK AND 2.2 MI (3.5 KM) SOUTH OF
 DE8633'INVER GROVE HEIGHTS.
 DE8633'
 DE8633'TO REACH TO THE MARK GO 2.5 MI (4.0 KM) SOUTH OF INVER GROVE HEIGHTS,
 DE8633'IN RAILING AT SOUTHWEST CORNER OF NORTHBOUND TRUNK HIGHWAY 52 BRIDGE
 DE8633'NUMBER 19047 OVER COUNTY ROAD 56, 2.60 MI (4.2 KM) NORTH ALONG TRUNK
 DE8633'HIGHWAY 52 FROM THE JUNCTION OF TRUNK HIGHWAY 52 AND 117TH STREET IN
 DE8633'PINE BEND, AT TRUNK HIGHWAY MILE POINT 121.0, 37.0 FT (11.3 M) WEST OF
 DE8633'NORTHBOUND TRUNK HIGHWAY 52, 3.6 FT (1.1 M) NORTH OF SOUTH END OF
 DE8633'RAILING.
 DE8633
 DE8633                          STATION RECOVERY (2009)
 DE8633
 DE8633'RECOVERY NOTE BY MN DEPT OF TRANSP 2009 (DRB)
 DE8633'RECOVERED AS DESCRIBED.
 DE8633
 DE8633                          STATION RECOVERY (2015)
 DE8633
 DE8633'RECOVERY NOTE BY MN DEPT OF TRANSP 2015 (DAS)
 DE8633'2.5 MI (4.0 KM) SOUTH OF INVER GROVE HEIGHTS, IN BRIDGE RAILING IN
 DE8633'SOUTHWEST CORNER OF NORTHBOUND TRUNK HIGHWAY 52 BRIDGE NUMBER 19047
 DE8633'OVER COUNTY ROAD 56, 2.60 MI (4.2 KM) NORTH ALONG TRUNK HIGHWAY 52
 DE8633'FROM THE JUNCTION OF TRUNK HIGHWAY 52 AND 117TH STREET IN PINE BEND,
 DE8633'AT TRUNK HIGHWAY MILE POINT 121.0, 37.0 FT (11.3 M) WEST OF NORTHBOUND
 DE8633'TRUNK HIGHWAY 52, 3.6 FT (1.1 M) NORTH OF SOUTH END OF RAILING.
 DE8633
 DE8633                          STATION RECOVERY (2023)
 DE8633
 DE8633'RECOVERY NOTE BY MN DEPT OF TRANSP 2023 (MJS)
 DE8633'THE SURVEY MARK HAS BEEN DEEMED UNSAFE DUE TO FALL RISK AND HAS BEEN
 DE8633'ABANDONED FOR MNDOT GEODETIC USE.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DE8634 ***********************************************************************
 DE8634  DESIGNATION -  1907 AE
 DE8634  PID         -  DE8634
 DE8634  STATE/COUNTY-  MN/DAKOTA
 DE8634  COUNTRY     -  US
 DE8634  USGS QUAD   -  INVER GROVE HEIGHTS (2019)
 DE8634
 DE8634                         *CURRENT SURVEY CONTROL
 DE8634  ______________________________________________________________________
 DE8634* NAD 83(1986) POSITION- 44 48 55.82   (N) 093 02 40.49   (W)   HD_HELD1
 DE8634* NAVD 88 ORTHO HEIGHT -   288.146 (meters)      945.36  (feet) ADJUSTED
 DE8634  ______________________________________________________________________
 DE8634  GEOID HEIGHT    -        -27.834 (meters)                     GEOID18
 DE8634  DYNAMIC HEIGHT  -        288.134 (meters)      945.32  (feet) COMP
 DE8634  MODELED GRAVITY -    980,569.9   (mgal)                       NAVD 88
 DE8634
 DE8634  VERT ORDER      -  SECOND    CLASS I
 DE8634
 DE8634.The horizontal coordinates were determined by differentially corrected
 DE8634.hand held GPS observations or other comparable positioning techniques
 DE8634.and have an estimated accuracy of +/- 3 meters.
 DE8634
 DE8634.The orthometric height was determined by differential leveling and
 DE8634.adjusted by the NATIONAL GEODETIC SURVEY
 DE8634.in August 2013.
 DE8634
 DE8634.Significant digits in the geoid height do not necessarily reflect accuracy.
 DE8634.GEOID18 height accuracy estimate available here.
 DE8634
 DE8634.Click photographs - Photos may exist for this station.
 DE8634
 DE8634.The dynamic height is computed by dividing the NAVD 88
 DE8634.geopotential number by the normal gravity value computed on the
 DE8634.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE8634.degrees latitude (g = 980.6199 gals.).
 DE8634
 DE8634.The modeled gravity was interpolated from observed gravity values.
 DE8634
 DE8634;                    North         East    Units  Estimated Accuracy
 DE8634;SPC MN S     -   302,166.6     875,566.7     MT  (+/- 3 meters HH1 GPS) 
 DE8634
 DE8634_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK9647562456(NAD 83)
 DE8634
 DE8634                          SUPERSEDED SURVEY CONTROL
 DE8634
 DE8634  NAVD 88 (08/10/04)  288.150  (m)          945.37   (f) SUPERSEDED  2 1
 DE8634
 DE8634.Superseded values are not recommended for survey control.
 DE8634
 DE8634.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE8634.See file dsdata.pdf to determine how the superseded data were derived.
 DE8634
 DE8634_MARKER: DD = SURVEY DISK
 DE8634_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DE8634_SP_SET: BRIDGE RAILING
 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 NOT SUITABLE FOR
 DE8634+SATELLITE: SATELLITE OBSERVATIONS - August 15, 2023
 DE8634
 DE8634  HISTORY     - Date     Condition        Report By
 DE8634  HISTORY     - 19940401 MONUMENTED       MNDT
 DE8634  HISTORY     - 19971126 GOOD             MNDT
 DE8634  HISTORY     - 20040918 GOOD             USPSQD
 DE8634  HISTORY     - 20051130 GOOD             USPSQD
 DE8634  HISTORY     - 20070703 GOOD             MNDT
 DE8634  HISTORY     - 20090318 GOOD             MNDT
 DE8634  HISTORY     - 20150408 GOOD             MNDT
 DE8634  HISTORY     - 20230815 GOOD             MNDT
 DE8634
 DE8634                          STATION DESCRIPTION
 DE8634
 DE8634'DESCRIBED BY MN DEPT OF TRANSP 1997 (WAS)
 DE8634'THE MARK WAS RECOVERED IN GOOD CONDITION.  THE MARK IS 2.0 MI (3.2 KM)
 DE8634'SOUTH OF INVER GROVE HEIGHTS, AT JCT OF TH 52, TH 55 AND CO RD 56, AT
 DE8634'TH 52 MP 121.0, 55.2 FT (16.8 M) WSW OF SB TH 52, 4.3 FT (1.3 M) NNW
 DE8634'OF SOUTH END OF RAILING OF BRDG NO 19048.  DISK WAS SET IN BRDG WHEN
 DE8634'BUILT IN 1994 THEN STAMPED IN 1997.
 DE8634
 DE8634                          STATION RECOVERY (2004)
 DE8634
 DE8634'RECOVERY NOTE BY US POWER SQUADRON 2004 (RT)
 DE8634'RECOVERED IN GOOD CONDITION AS DESCRIBED. SPSPS RT.
 DE8634
 DE8634                          STATION RECOVERY (2005)
 DE8634
 DE8634'RECOVERY NOTE BY US POWER SQUADRON 2005 (JRD)
 DE8634'RECOVERED IN GOOD CONDITION.
 DE8634
 DE8634                          STATION RECOVERY (2007)
 DE8634
 DE8634'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (PJG)
 DE8634'THE MARK IS LOCATED ABOUT 6.8 MI (10.9 KM) NORTH OF COATES, 3.2 MI
 DE8634'(5.1 KM) SOUTHWEST OF SAINT PAUL PARK AND 2.3 MI (3.7 KM) SOUTH OF
 DE8634'INVER GROVE HEIGHTS.
 DE8634'
 DE8634'TO REACH TO THE MARK GO 2.0 MI (3.2 KM) SOUTH OF INVER GROVE HEIGHTS,
 DE8634'AT THE JUNCTION OF TRUNK HIGHWAY 52, 121.0, FT (36.9 M)
 DE8634'NORTH-NORTHWEST OF SOUTH END OF RAILING, SOUTHEAST CORNER OF
 DE8634'SOUTHBOUND TRUNK HIGHWAY 55 BRIDGE OVER COUNTY ROAD 56
 DE8634
 DE8634                          STATION RECOVERY (2009)
 DE8634
 DE8634'RECOVERY NOTE BY MN DEPT OF TRANSP 2009 (DRB)
 DE8634'RECOVERED AS DESCRIBED.
 DE8634
 DE8634                          STATION RECOVERY (2015)
 DE8634
 DE8634'RECOVERY NOTE BY MN DEPT OF TRANSP 2015 (DAS)
 DE8634'2.0 MI (3.2 KM) SOUTH OF INVER GROVE HEIGHTS, IN BRIDGE RAILING IN
 DE8634'SOUTHEAST CORNER OF SOUTHBOUND TRUNK HIGHWAY 55 BRIDGE NUMBER 19048
 DE8634'OVER COUNTY ROAD 56, AT THE JUNCTION OF TRUNK HIGHWAY 52, TRUNK
 DE8634'HIGHWAY 55 AND COUNTY ROAD 56, AT TRUNK HIGHWAY 52 MILE POINT 121.0,
 DE8634'55.2 FT (16.8 M) WEST-SOUTHWEST OF SOUTHBOUND TRUNK HIGHWAY 52.
 DE8634
 DE8634                          STATION RECOVERY (2023)
 DE8634
 DE8634'RECOVERY NOTE BY MN DEPT OF TRANSP 2023 (MJS)
 DE8634'THE DISK WAS SET IN THE BRIDGE WHEN BUILT IN 1994 THEN STAMPED WHEN
 DE8634'USED IN 1997.  THE SURVEY MARK HAS BEEN DEEMED UNSAFE DUE TO FALL RISK
 DE8634'AND HAS BEEN ABANDONED FOR MNDOT GEODETIC USE.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DE8635 ***********************************************************************
 DE8635  DESIGNATION -  1907 AF
 DE8635  PID         -  DE8635
 DE8635  STATE/COUNTY-  MN/DAKOTA
 DE8635  COUNTRY     -  US
 DE8635  USGS QUAD   -  INVER GROVE HEIGHTS (2019)
 DE8635
 DE8635                         *CURRENT SURVEY CONTROL
 DE8635  ______________________________________________________________________
 DE8635* NAD 83(1986) POSITION- 44 49 24.68   (N) 093 03 24.91   (W)   HD_HELD1
 DE8635* NAVD 88 ORTHO HEIGHT -   287.726 (meters)      943.98  (feet) ADJUSTED
 DE8635  ______________________________________________________________________
 DE8635  GEOID HEIGHT    -        -27.762 (meters)                     GEOID18
 DE8635  DYNAMIC HEIGHT  -        287.715 (meters)      943.95  (feet) COMP
 DE8635  MODELED GRAVITY -    980,572.3   (mgal)                       NAVD 88
 DE8635
 DE8635  VERT ORDER      -  SECOND    CLASS I
 DE8635
 DE8635.The horizontal coordinates were determined by differentially corrected
 DE8635.hand held GPS observations or other comparable positioning techniques
 DE8635.and have an estimated accuracy of +/- 3 meters.
 DE8635
 DE8635.The orthometric height was determined by differential leveling and
 DE8635.adjusted by the NATIONAL GEODETIC SURVEY
 DE8635.in August 2004.
 DE8635
 DE8635.Significant digits in the geoid height do not necessarily reflect accuracy.
 DE8635.GEOID18 height accuracy estimate available here.
 DE8635
 DE8635.Click photographs - Photos may exist for this station.
 DE8635
 DE8635.The dynamic height is computed by dividing the NAVD 88
 DE8635.geopotential number by the normal gravity value computed on the
 DE8635.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE8635.degrees latitude (g = 980.6199 gals.).
 DE8635
 DE8635.The modeled gravity was interpolated from observed gravity values.
 DE8635
 DE8635;                    North         East    Units  Estimated Accuracy
 DE8635;SPC MN S     -   303,046.0     874,580.5     MT  (+/- 3 meters HH1 GPS) 
 DE8635
 DE8635_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK9550063347(NAD 83)
 DE8635
 DE8635                          SUPERSEDED SURVEY CONTROL
 DE8635
 DE8635.No superseded survey control is available for this station.
 DE8635
 DE8635_MARKER: DV = VERTICAL CONTROL DISK
 DE8635_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DE8635_SP_SET: BRIDGE RAILING
 DE8635_STAMPING: 1907 AF 1997
 DE8635_MARK LOGO: MNDT
 DE8635_MAGNETIC: N = NO MAGNETIC MATERIAL
 DE8635_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DE8635_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DE8635+SATELLITE: SATELLITE OBSERVATIONS - August 15, 2023
 DE8635
 DE8635  HISTORY     - Date     Condition        Report By
 DE8635  HISTORY     - 19920401 MONUMENTED       MNDT
 DE8635  HISTORY     - 19971126 GOOD             MNDT
 DE8635  HISTORY     - 20040919 GOOD             USPSQD
 DE8635  HISTORY     - 20051130 GOOD             USPSQD
 DE8635  HISTORY     - 20070703 GOOD             MNDT
 DE8635  HISTORY     - 20090318 GOOD             MNDT
 DE8635  HISTORY     - 20150408 GOOD             MNDT
 DE8635  HISTORY     - 20230815 GOOD             MNDT
 DE8635
 DE8635                          STATION DESCRIPTION
 DE8635
 DE8635'DESCRIBED BY MN DEPT OF TRANSP 1997 (WAS)
 DE8635'THE MARK WAS RECOVERED IN GOOD CONDITION.  THE MARK IS 1.5 MI (2.4 KM)
 DE8635'SW OF INVER GROVE HEIGHTS, AT JCT OF TH 55 AND TH 52, IN RAILING AT SW
 DE8635'COR OF TH 55 BRDG NO 19023 OVER SB TH 52, 18.6 FT (5.7 M) SW OF WB TH
 DE8635'55, 65.4 FT (19.9 M) NW OF SE END OF RAILING.  DISK WAS SET IN BRDG
 DE8635'WHEN BUILT IN 1992 THEN STAMPED IN 1997.
 DE8635
 DE8635                          STATION RECOVERY (2004)
 DE8635
 DE8635'RECOVERY NOTE BY US POWER SQUADRON 2004 (ATD)
 DE8635'RECOVERED IN GOOD CONDITION AS DESCRIBED. SPSPS ATD.
 DE8635
 DE8635                          STATION RECOVERY (2005)
 DE8635
 DE8635'RECOVERY NOTE BY US POWER SQUADRON 2005 (JRD)
 DE8635'RECOVERED IN GOOD CONDITION.
 DE8635
 DE8635                          STATION RECOVERY (2007)
 DE8635
 DE8635'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (PJG)
 DE8635'THE MARK IS LOCATED ABOUT 7.4 MI (11.9 KM) NORTH OF COATES, 3.5 MI
 DE8635'(5.6 KM) WEST-SOUTHWEST OF SAINT PAUL PARK AND 1.8 MI (2.9 KM)
 DE8635'SOUTH-SOUTHWEST OF INVER GROVE HEIGHTS.
 DE8635'
 DE8635'TO REACH TO THE MARK GO 1.5 MI (2.4 KM) SOUTHWEST OF INVER GROVE
 DE8635'HEIGHTS, AT THE JUNCTION OF TRUNK HIGHWAY 55 AND TRUNK HIGHWAY 52, IN
 DE8635'RAILING AT SOUTHEAST CORNER OF TRUNK HIGHWAY 55 BRIDGE NUMBER 19023
 DE8635'OVER SOUTH-BOUND TRUNK HIGHWAY 52, 18.6 FT (5.7 M) SOUTHWEST OF WEST
 DE8635'BOUND TRUNK HIGHWAY 55, 65.4 FT (19.9 M) NORTHWEST OF SOUTHEAST END OF
 DE8635'RAILING.
 DE8635
 DE8635                          STATION RECOVERY (2009)
 DE8635
 DE8635'RECOVERY NOTE BY MN DEPT OF TRANSP 2009 (DRB)
 DE8635'RECOVERED AS DESCRIBED.
 DE8635
 DE8635                          STATION RECOVERY (2015)
 DE8635
 DE8635'RECOVERY NOTE BY MN DEPT OF TRANSP 2015 (DAS)
 DE8635'1.5 MI (2.4 KM) SOUTHWEST OF INVER GROVE HEIGHTS, IN BRIDGE RAILING IN
 DE8635'SOUTHEAST CORNER OF TRUNK HIGHWAY 55 BRIDGE NUMBER 19023 OVER
 DE8635'SOUTHBOUND TRUNK HIGHWAY 52, 18.6 FT (5.7 M) SOUTHWEST OF WESTBOUND
 DE8635'TRUNK HIGHWAY 55, 65.4 FT (19.9 M) NORTHWEST OF SOUTHEAST END OF
 DE8635'BRIDGE RAILING, 2 FT (0.6 M) SOUTHEAST OF EXPANSION JOINT IN BRIDGE
 DE8635'RAILING.
 DE8635
 DE8635                          STATION RECOVERY (2023)
 DE8635
 DE8635'RECOVERY NOTE BY MN DEPT OF TRANSP 2023 (MJS)
 DE8635'THE DISK WAS SET IN BRIDGE WHEN BUILT IN 1992 THEN STAMPED WHEN USED
 DE8635'IN 1997.  THE SURVEY MARK HAS BEEN DEEMED UNSAFE DUE TO FALL RISK AND
 DE8635'HAS BEEN ABANDONED FOR MNDOT GEODETIC USE.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DE8636 ***********************************************************************
 DE8636  DESIGNATION -  1907 AG
 DE8636  PID         -  DE8636
 DE8636  STATE/COUNTY-  MN/DAKOTA
 DE8636  COUNTRY     -  US
 DE8636  USGS QUAD   -  INVER GROVE HEIGHTS (2019)
 DE8636
 DE8636                         *CURRENT SURVEY CONTROL
 DE8636  ______________________________________________________________________
 DE8636* NAD 83(1986) POSITION- 44 49 26.77   (N) 093 03 30.28   (W)   HD_HELD1
 DE8636* NAVD 88 ORTHO HEIGHT -   288.076 (meters)      945.13  (feet) ADJUSTED
 DE8636  ______________________________________________________________________
 DE8636  GEOID HEIGHT    -        -27.755 (meters)                     GEOID18
 DE8636  DYNAMIC HEIGHT  -        288.066 (meters)      945.10  (feet) COMP
 DE8636  MODELED GRAVITY -    980,572.3   (mgal)                       NAVD 88
 DE8636
 DE8636  VERT ORDER      -  SECOND    CLASS I
 DE8636
 DE8636.The horizontal coordinates were determined by differentially corrected
 DE8636.hand held GPS observations or other comparable positioning techniques
 DE8636.and have an estimated accuracy of +/- 3 meters.
 DE8636
 DE8636.The orthometric height was determined by differential leveling and
 DE8636.adjusted by the NATIONAL GEODETIC SURVEY
 DE8636.in August 2004.
 DE8636
 DE8636.Significant digits in the geoid height do not necessarily reflect accuracy.
 DE8636.GEOID18 height accuracy estimate available here.
 DE8636
 DE8636.Click photographs - Photos may exist for this station.
 DE8636
 DE8636.The dynamic height is computed by dividing the NAVD 88
 DE8636.geopotential number by the normal gravity value computed on the
 DE8636.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE8636.degrees latitude (g = 980.6199 gals.).
 DE8636
 DE8636.The modeled gravity was interpolated from observed gravity values.
 DE8636
 DE8636;                    North         East    Units  Estimated Accuracy
 DE8636;SPC MN S     -   303,109.2     874,461.8     MT  (+/- 3 meters HH1 GPS) 
 DE8636
 DE8636_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK9538263412(NAD 83)
 DE8636
 DE8636                          SUPERSEDED SURVEY CONTROL
 DE8636
 DE8636.No superseded survey control is available for this station.
 DE8636
 DE8636_MARKER: DV = VERTICAL CONTROL DISK
 DE8636_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DE8636_SP_SET: BRIDGE RAILING
 DE8636_STAMPING: 1907 AG 1997
 DE8636_MARK LOGO: MNDT
 DE8636_MAGNETIC: N = NO MAGNETIC MATERIAL
 DE8636_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DE8636_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DE8636+SATELLITE: SATELLITE OBSERVATIONS - August 15, 2023
 DE8636
 DE8636  HISTORY     - Date     Condition        Report By
 DE8636  HISTORY     - 19920401 MONUMENTED       MNDT
 DE8636  HISTORY     - 19971126 GOOD             MNDT
 DE8636  HISTORY     - 20040919 GOOD             USPSQD
 DE8636  HISTORY     - 20051130 GOOD             USPSQD
 DE8636  HISTORY     - 20070703 GOOD             MNDT
 DE8636  HISTORY     - 20090318 GOOD             MNDT
 DE8636  HISTORY     - 20150408 GOOD             MNDT
 DE8636  HISTORY     - 20230815 GOOD             MNDT
 DE8636
 DE8636                          STATION DESCRIPTION
 DE8636
 DE8636'DESCRIBED BY MN DEPT OF TRANSP 1997 (WAS)
 DE8636'THE MARK WAS RECOVERED IN GOOD CONDITION.  THE MARK IS 1.5 MI (2.4 KM)
 DE8636'SW OF INVER GROVE HEIGHTS, AT JCT OF TH 55 AND TH 52, IN RAILING AT NW
 DE8636'COR OF TH 55 BRDG NO 19023 OVER SB TH 52, 18.9 FT (5.8 M) SW OF WB TH
 DE8636'55, 6.7 FT (2.0 M) SE OF NW END OF RAILING.  THE DISK WAS SET IN BRDG
 DE8636'WHEN BUILT IN 192 THEN STAMPED IN 1997.
 DE8636
 DE8636                          STATION RECOVERY (2004)
 DE8636
 DE8636'RECOVERY NOTE BY US POWER SQUADRON 2004 (ATD)
 DE8636'RECOVERED IN GOOD CONDITION AS DESCRIBED. SPSPS ATD
 DE8636
 DE8636                          STATION RECOVERY (2005)
 DE8636
 DE8636'RECOVERY NOTE BY US POWER SQUADRON 2005 (JRD)
 DE8636'RECOVERED IN GOOD CONDITION.
 DE8636
 DE8636                          STATION RECOVERY (2007)
 DE8636
 DE8636'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (PJG)
 DE8636'THE MARK IS LOCATED ABOUT 7.5 MI (12.1 KM) NORTH OF COATES, 3.5 MI
 DE8636'(5.6 KM) WEST-SOUTHWEST OF SAINT PAUL PARK AND 1.8 MI (2.9 KM)
 DE8636'SOUTH-SOUTHWEST OF INVER GROVE HEIGHTS.
 DE8636'
 DE8636'TO REACH TO THE MARK GO 1.5 MI (2.4 KM) SOUTHWEST OF INVER GROVE
 DE8636'HEIGHTS, AT THE JUNCTION OF TRUNK HIGHWAY 55 AND TRUNK HIGHWAY 52, IN
 DE8636'RAILING AT NORTHWEST CORNER OF TRUNK HIGHWAY 55 BRIDGE NUMBER 19023
 DE8636'OVER SOUTH-BOUND TRUNK HIGHWAY 52, 18.9 FT (5.8 M) SOUTHWEST OF
 DE8636'WESTBOUND TRUNK HIGHWAY 55, 6.7 FT (2.0 M) SOUTHEAST OF NORTHWEST END
 DE8636'OF RAILING.
 DE8636
 DE8636                          STATION RECOVERY (2009)
 DE8636
 DE8636'RECOVERY NOTE BY MN DEPT OF TRANSP 2009 (DRB)
 DE8636'RECOVERED AS DESCRIBED.
 DE8636
 DE8636                          STATION RECOVERY (2015)
 DE8636
 DE8636'RECOVERY NOTE BY MN DEPT OF TRANSP 2015 (DAS)
 DE8636'1.5 MI (2.4 KM) SOUTHWEST OF INVER GROVE HEIGHTS, IN BRIDGE RAILING IN
 DE8636'NORTHWEST CORNER OF TRUNK HIGHWAY 55 BRIDGE NUMBER 19023 OVER
 DE8636'SOUTHBOUND TRUNK HIGHWAY 52, 18.9 FT (5.8 M) SOUTHWEST OF WESTBOUND
 DE8636'TRUNK HIGHWAY 55, 6.7 FT (2.0 M) SOUTHEAST OF NORTHWEST END OF BRIDGE
 DE8636'RAILING.
 DE8636
 DE8636                          STATION RECOVERY (2023)
 DE8636
 DE8636'RECOVERY NOTE BY MN DEPT OF TRANSP 2023 (MJS)
 DE8636'THE DISK WAS SET IN THE BRIDGE WHEN BUILT IN 1992 THEN STAMPED WHEN
 DE8636'USED IN 1997.  THE SURVEY MARK HAS BEEN DEEMED UNSAFE DUE TO FALL RISK
 DE8636'AND HAS BEEN ABANDONED FOR MNDOT GEODETIC USE.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DE8637 ***********************************************************************
 DE8637  DESIGNATION -  1907 AH
 DE8637  PID         -  DE8637
 DE8637  STATE/COUNTY-  MN/DAKOTA
 DE8637  COUNTRY     -  US
 DE8637  USGS QUAD   -  INVER GROVE HEIGHTS (2019)
 DE8637
 DE8637                         *CURRENT SURVEY CONTROL
 DE8637  ______________________________________________________________________
 DE8637* NAD 83(1986) POSITION- 44 49 28.90   (N) 093 03 40.07   (W)   HD_HELD1
 DE8637* NAVD 88 ORTHO HEIGHT -   292.460 (meters)      959.51  (feet) ADJUSTED
 DE8637  ______________________________________________________________________
 DE8637  GEOID HEIGHT    -        -27.744 (meters)                     GEOID18
 DE8637  DYNAMIC HEIGHT  -        292.450 (meters)      959.48  (feet) COMP
 DE8637  MODELED GRAVITY -    980,572.5   (mgal)                       NAVD 88
 DE8637
 DE8637  VERT ORDER      -  SECOND    CLASS I
 DE8637
 DE8637.The horizontal coordinates were determined by differentially corrected
 DE8637.hand held GPS observations or other comparable positioning techniques
 DE8637.and have an estimated accuracy of +/- 3 meters.
 DE8637
 DE8637.The orthometric height was determined by differential leveling and
 DE8637.adjusted by the NATIONAL GEODETIC SURVEY
 DE8637.in August 2004.
 DE8637
 DE8637.Significant digits in the geoid height do not necessarily reflect accuracy.
 DE8637.GEOID18 height accuracy estimate available here.
 DE8637
 DE8637.Click photographs - Photos may exist for this station.
 DE8637
 DE8637.The dynamic height is computed by dividing the NAVD 88
 DE8637.geopotential number by the normal gravity value computed on the
 DE8637.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE8637.degrees latitude (g = 980.6199 gals.).
 DE8637
 DE8637.The modeled gravity was interpolated from observed gravity values.
 DE8637
 DE8637;                    North         East    Units  Estimated Accuracy
 DE8637;SPC MN S     -   303,172.5     874,246.0     MT  (+/- 3 meters HH1 GPS) 
 DE8637
 DE8637_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK9516763478(NAD 83)
 DE8637
 DE8637                          SUPERSEDED SURVEY CONTROL
 DE8637
 DE8637.No superseded survey control is available for this station.
 DE8637
 DE8637_MARKER: DV = VERTICAL CONTROL DISK
 DE8637_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DE8637_SP_SET: BRIDGE RAILING
 DE8637_STAMPING: 1907 AH 1997
 DE8637_MARK LOGO: MNDT
 DE8637_MAGNETIC: N = NO MAGNETIC MATERIAL
 DE8637_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DE8637_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DE8637+SATELLITE: SATELLITE OBSERVATIONS - August 15, 2023
 DE8637
 DE8637  HISTORY     - Date     Condition        Report By
 DE8637  HISTORY     - 19971126 MONUMENTED       MNDT
 DE8637  HISTORY     - 19971126 GOOD             MNDT
 DE8637  HISTORY     - 20040918 GOOD             USPSQD
 DE8637  HISTORY     - 20051130 GOOD             USPSQD
 DE8637  HISTORY     - 20070703 GOOD             MNDT
 DE8637  HISTORY     - 20090318 GOOD             MNDT
 DE8637  HISTORY     - 20150408 GOOD             MNDT
 DE8637  HISTORY     - 20230815 GOOD             MNDT
 DE8637
 DE8637                          STATION DESCRIPTION
 DE8637
 DE8637'DESCRIBED BY MN DEPT OF TRANSP 1997 (WAS)
 DE8637'THE MARK WAS RECOVERED IN GOOD CONDITION.  THE MARK IS INVER GROVE
 DE8637'HEIGHTS, IN RAILING AT SE CORNER OF BRIDGE OVER TH 55, AT JCT BARNES
 DE8637'AV EAST AND TH 55.  THE DISK WAS SET IN BRDG WHEN BUILT IN 1992 THEN
 DE8637'STAMPED IN 1997.
 DE8637
 DE8637                          STATION RECOVERY (2004)
 DE8637
 DE8637'RECOVERY NOTE BY US POWER SQUADRON 2004 (RT)
 DE8637'RECOVERED IN GOOD CONDITION AS DESCRIBED. SPSPS RT.
 DE8637
 DE8637                          STATION RECOVERY (2005)
 DE8637
 DE8637'RECOVERY NOTE BY US POWER SQUADRON 2005 (ATD)
 DE8637'RECOVERED IN GOOD CONDITION.
 DE8637
 DE8637                          STATION RECOVERY (2007)
 DE8637
 DE8637'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (PJG)
 DE8637'THE MARK IS LOCATED ABOUT 7.5 MI (12.1 KM) NORTH OF COATES, 3.7 MI
 DE8637'(6.0 KM) WEST-SOUTHWEST OF SAINT PAUL PARK AND 1.9 MI (3.1 KM)
 DE8637'SOUTH-SOUTHWEST OF INVER GROVE HEIGHTS.
 DE8637'
 DE8637'TO REACH TO THE MARK GO 1.5 MI (2.4 KM) SOUTHWEST OF INVER GROVE
 DE8637'HEIGHTS, IN RAILING AT SOUTHEAST CORNER OF BRIDGE AT THE JUNCTION OF
 DE8637'BARNES AVENUE EAST OVER TRUNK HIGHWAY 55.
 DE8637
 DE8637                          STATION RECOVERY (2009)
 DE8637
 DE8637'RECOVERY NOTE BY MN DEPT OF TRANSP 2009 (DRB)
 DE8637'THE MARK IS 1.5 MI (2.4 KM) SOUTHWEST OF INVER GROVE HEIGHTS.
 DE8637'
 DE8637'TO REACH THE MARK IN BRIDGE RAILING AT SOUTHEAST CORNER OF COUNTY ROAD
 DE8637'73 (BARNES AVENUE EAST) BRIDGE NUMBER 19024 OVER TRUNK HIGHWAY 55.
 DE8637'
 DE8637'IT IS 2.5 FT (0.8 M) NORTH OF THE SOUTH END OF RAILING.
 DE8637
 DE8637                          STATION RECOVERY (2015)
 DE8637
 DE8637'RECOVERY NOTE BY MN DEPT OF TRANSP 2015 (DAS)
 DE8637'1.5 MI (2.4 KM) SOUTHWEST OF INVER GROVE HEIGHTS, IN BRIDGE RAILING IN
 DE8637'SOUTHEAST CORNER OF COUNTY ROAD 73/ BARNES AVENUE EAST BRIDGE NUMBER
 DE8637'19024 OVER TRUNK HIGHWAY 55, 2.5 FT (0.8 M) NORTH OF SOUTH END OF
 DE8637'BRIDGE RAILING.
 DE8637
 DE8637                          STATION RECOVERY (2023)
 DE8637
 DE8637'RECOVERY NOTE BY MN DEPT OF TRANSP 2023 (MJS)
 DE8637'THE SURVEY MARK HAS BEEN DEEMED UNSAFE DUE TO FALL RISK AND HAS BEEN
 DE8637'ABANDONED FOR MNDOT GEODETIC USE.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DQ0967 ***********************************************************************
 DQ0967  DESIGNATION -  1907 G
 DQ0967  PID         -  DQ0967
 DQ0967  STATE/COUNTY-  MN/DAKOTA
 DQ0967  COUNTRY     -  US
 DQ0967  USGS QUAD   -  INVER GROVE HEIGHTS (2019)
 DQ0967
 DQ0967                         *CURRENT SURVEY CONTROL
 DQ0967  ______________________________________________________________________
 DQ0967* NAD 83(2011) POSITION- 44 46 50.32104(N) 093 02 04.10575(W)   ADJUSTED
 DQ0967* NAD 83(2011) ELLIP HT-   256.392 (meters)        (07/25/16)   ADJUSTED
 DQ0967* NAD 83(2011) EPOCH   -  2010.00
 DQ0967* NAVD 88 ORTHO HEIGHT -   284.401 (meters)      933.07  (feet) ADJUSTED
 DQ0967  ______________________________________________________________________
 DQ0967  GEOID HEIGHT    -        -28.001 (meters)                     GEOID18
 DQ0967  NAD 83(2011) X  -   -240,067.181 (meters)                     COMP
 DQ0967  NAD 83(2011) Y  - -4,528,618.228 (meters)                     COMP
 DQ0967  NAD 83(2011) Z  -  4,470,259.006 (meters)                     COMP
 DQ0967  LAPLACE CORR    -        -10.96  (seconds)                    DEFLEC18
 DQ0967  DYNAMIC HEIGHT  -        284.386 (meters)      933.02  (feet) COMP
 DQ0967  MODELED GRAVITY -    980,556.3   (mgal)                       NAVD 88
 DQ0967
 DQ0967  VERT ORDER      -  SECOND    CLASS I
 DQ0967
 DQ0967  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DQ0967  Standards:
 DQ0967         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DQ0967            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DQ0967  -------------------------------------------------------------------
 DQ0967  NETWORK    0.62   1.06           0.27   0.23   0.54      0.13219212
 DQ0967  -------------------------------------------------------------------
 DQ0967  Click here for local accuracies and other accuracy information.
 DQ0967
 DQ0967.The horizontal coordinates were established by GPS observations
 DQ0967.and adjusted by the MN DEPT OF TRANSP in July 2016.
 DQ0967
 DQ0967.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DQ0967.been affixed to the stable North American tectonic plate. See 
 DQ0967.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DQ0967
 DQ0967.The horizontal coordinates are valid at the epoch date displayed above
 DQ0967.which is a decimal equivalence of Year/Month/Day.
 DQ0967
 DQ0967.The orthometric height was determined by differential leveling and
 DQ0967.adjusted by the NATIONAL GEODETIC SURVEY
 DQ0967.in September 2016.
 DQ0967
 DQ0967.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ0967.GEOID18 height accuracy estimate available here.
 DQ0967
 DQ0967.Click photographs - Photos may exist for this station.
 DQ0967
 DQ0967.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DQ0967
 DQ0967.The Laplace correction was computed from DEFLEC18 derived deflections.
 DQ0967
 DQ0967.The ellipsoidal height was determined by GPS observations
 DQ0967.and is referenced to NAD 83.
 DQ0967
 DQ0967.The dynamic height is computed by dividing the NAVD 88
 DQ0967.geopotential number by the normal gravity value computed on the
 DQ0967.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ0967.degrees latitude (g = 980.6199 gals.).
 DQ0967
 DQ0967.The modeled gravity was interpolated from observed gravity values.
 DQ0967
 DQ0967. The following values were computed from the NAD 83(2011) position.
 DQ0967
 DQ0967;                    North         East     Units Scale Factor Converg.
 DQ0967;SPC MN S     -   298,302.513   876,411.770   MT  0.99993389   +0 40 36.4
 DQ0967;SPC MN S     -   978,680.83  2,875,360.95   sFT  0.99993389   +0 40 36.4
 DQ0967;UTM  15      - 4,958,583.858   497,272.589   MT  0.99960009   -0 01 27.4
 DQ0967
 DQ0967!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DQ0967!SPC MN S     -   0.99995980  x   0.99993389  =   0.99989369
 DQ0967!UTM  15      -   0.99995980  x   0.99960009  =   0.99955991
 DQ0967
 DQ0967_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK9727258583(NAD 83)
 DQ0967
 DQ0967                          SUPERSEDED SURVEY CONTROL
 DQ0967
 DQ0967.No superseded survey control is available for this station.
 DQ0967
 DQ0967_MARKER: I = METAL ROD
 DQ0967_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DQ0967_STAMPING: 1907 G 2015
 DQ0967_MARK LOGO: MNDT
 DQ0967_PROJECTION: RECESSED 5 CENTIMETERS
 DQ0967_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DQ0967_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ0967_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ0967+SATELLITE: SATELLITE OBSERVATIONS - August 15, 2023
 DQ0967_ROD/PIPE-DEPTH: 5.5 meters
 DQ0967
 DQ0967  HISTORY     - Date     Condition        Report By
 DQ0967  HISTORY     - 20150504 MONUMENTED       MNDT
 DQ0967  HISTORY     - 20160419 GOOD             MNDT
 DQ0967  HISTORY     - 20230815 GOOD             MNDT
 DQ0967
 DQ0967                          STATION DESCRIPTION
 DQ0967
 DQ0967'DESCRIBED BY MN DEPT OF TRANSP 2015
 DQ0967'THE STATION IS LOCATED ABOUT 4.8 MI (7.7 KM) SOUTH-SOUTHWEST OF SAINT
 DQ0967'PAUL PARK, 4.7 MI (7.6 KM) SOUTH OF INVER GROVE HEIGHTS AND 4.4 MI
 DQ0967'(7.1 KM) NORTH OF COATES.
 DQ0967'
 DQ0967'TO REACH THE MARK GO 1.0 MI (1.6 KM) NORTH ALONG TRUNK HIGHWAY 52 FROM
 DQ0967'SOUTH JUNCTION OF TRUNK HIGHWAY 52 AND TRUNK HIGHWAY 55 IN ROSEMOUNT,
 DQ0967'AT TRUNK HIGHWAY 52 MILE POINT 118.5.
 DQ0967'
 DQ0967'THE MARK IS LOCATED 21.7 FT (6.6 M) EAST OF NORTHBOUND TRUNK HIGHWAY
 DQ0967'52, 24.4 FT (7.4 M) WEST OF COURTHOUSE BOULEVARD, 0.15 MI (0.2 KM)
 DQ0967'NORTH OF 117TH STREET EAST, 1.5 FT (0.5 M) WEST OF A WITNESS POST.
 DQ0967'
 DQ0967'NOTE - THE STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM
 DQ0967'ROD DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION REMOVABLE
 DQ0967'DISK SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH
 DQ0967'PVC PIPE BACK FILLED WITH WASHED SAND.
 DQ0967
 DQ0967                          STATION RECOVERY (2016)
 DQ0967
 DQ0967'RECOVERY NOTE BY MN DEPT OF TRANSP 2016 (ADT)
 DQ0967'RECOVERED AS DESCRIBED.
 DQ0967
 DQ0967                          STATION RECOVERY (2023)
 DQ0967
 DQ0967'RECOVERY NOTE BY MN DEPT OF TRANSP 2023 (MJS)
 DQ0967'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DQ0966 ***********************************************************************
 DQ0966  DESIGNATION -  1907 H
 DQ0966  PID         -  DQ0966
 DQ0966  STATE/COUNTY-  MN/DAKOTA
 DQ0966  COUNTRY     -  US
 DQ0966  USGS QUAD   -  INVER GROVE HEIGHTS (2019)
 DQ0966
 DQ0966                         *CURRENT SURVEY CONTROL
 DQ0966  ______________________________________________________________________
 DQ0966* NAD 83(2011) POSITION- 44 47 52.51313(N) 093 02 16.69964(W)   ADJUSTED
 DQ0966* NAD 83(2011) ELLIP HT-   244.040 (meters)        (07/25/16)   ADJUSTED
 DQ0966* NAD 83(2011) EPOCH   -  2010.00
 DQ0966* NAVD 88 ORTHO HEIGHT -   271.976 (meters)      892.31  (feet) ADJUSTED
 DQ0966  ______________________________________________________________________
 DQ0966  GEOID HEIGHT    -        -27.924 (meters)                     GEOID18
 DQ0966  NAD 83(2011) X  -   -240,271.538 (meters)                     COMP
 DQ0966  NAD 83(2011) Y  - -4,527,244.158 (meters)                     COMP
 DQ0966  NAD 83(2011) Z  -  4,471,612.841 (meters)                     COMP
 DQ0966  LAPLACE CORR    -        -10.76  (seconds)                    DEFLEC18
 DQ0966  DYNAMIC HEIGHT  -        271.964 (meters)      892.27  (feet) COMP
 DQ0966  MODELED GRAVITY -    980,563.1   (mgal)                       NAVD 88
 DQ0966
 DQ0966  VERT ORDER      -  SECOND    CLASS I
 DQ0966
 DQ0966  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DQ0966  Standards:
 DQ0966         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DQ0966            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DQ0966  -------------------------------------------------------------------
 DQ0966  NETWORK    0.62   1.02           0.27   0.23   0.52      0.09652197
 DQ0966  -------------------------------------------------------------------
 DQ0966  Click here for local accuracies and other accuracy information.
 DQ0966
 DQ0966.The horizontal coordinates were established by GPS observations
 DQ0966.and adjusted by the MN DEPT OF TRANSP in July 2016.
 DQ0966
 DQ0966.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DQ0966.been affixed to the stable North American tectonic plate. See 
 DQ0966.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DQ0966
 DQ0966.The horizontal coordinates are valid at the epoch date displayed above
 DQ0966.which is a decimal equivalence of Year/Month/Day.
 DQ0966
 DQ0966.The orthometric height was determined by differential leveling and
 DQ0966.adjusted by the NATIONAL GEODETIC SURVEY
 DQ0966.in September 2016.
 DQ0966
 DQ0966.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ0966.GEOID18 height accuracy estimate available here.
 DQ0966
 DQ0966.Click photographs - Photos may exist for this station.
 DQ0966
 DQ0966.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DQ0966
 DQ0966.The Laplace correction was computed from DEFLEC18 derived deflections.
 DQ0966
 DQ0966.The ellipsoidal height was determined by GPS observations
 DQ0966.and is referenced to NAD 83.
 DQ0966
 DQ0966.The dynamic height is computed by dividing the NAVD 88
 DQ0966.geopotential number by the normal gravity value computed on the
 DQ0966.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ0966.degrees latitude (g = 980.6199 gals.).
 DQ0966
 DQ0966.The modeled gravity was interpolated from observed gravity values.
 DQ0966
 DQ0966. The following values were computed from the NAD 83(2011) position.
 DQ0966
 DQ0966;                    North         East     Units Scale Factor Converg.
 DQ0966;SPC MN S     -   300,218.785   876,112.335   MT  0.99993540   +0 40 27.5
 DQ0966;SPC MN S     -   984,967.80  2,874,378.55   sFT  0.99993540   +0 40 27.5
 DQ0966;UTM  15      - 4,960,503.008   496,996.715   MT  0.99960011   -0 01 36.3
 DQ0966
 DQ0966!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DQ0966!SPC MN S     -   0.99996174  x   0.99993540  =   0.99989714
 DQ0966!UTM  15      -   0.99996174  x   0.99960011  =   0.99956186
 DQ0966
 DQ0966_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK9699660503(NAD 83)
 DQ0966
 DQ0966                          SUPERSEDED SURVEY CONTROL
 DQ0966
 DQ0966.No superseded survey control is available for this station.
 DQ0966
 DQ0966_MARKER: I = METAL ROD
 DQ0966_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DQ0966_STAMPING: 1907 H 2015
 DQ0966_MARK LOGO: MNDT
 DQ0966_PROJECTION: RECESSED 5 CENTIMETERS
 DQ0966_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DQ0966_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ0966_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ0966+SATELLITE: SATELLITE OBSERVATIONS - August 15, 2023
 DQ0966_ROD/PIPE-DEPTH: 11.9 meters
 DQ0966
 DQ0966  HISTORY     - Date     Condition        Report By
 DQ0966  HISTORY     - 20150507 MONUMENTED       MNDT
 DQ0966  HISTORY     - 20160419 GOOD             MNDT
 DQ0966  HISTORY     - 20230815 GOOD             MNDT
 DQ0966
 DQ0966                          STATION DESCRIPTION
 DQ0966
 DQ0966'DESCRIBED BY MN DEPT OF TRANSP 2015
 DQ0966'THE STATION IS LOCATED ABOUT 5.6 MI (9.0 KM) NORTH OF COATES, 3.8 MI
 DQ0966'(6.1 KM) SOUTHWEST OF SAINT PAUL PARK AND 3.5 MI (5.6 KM) SOUTH OF
 DQ0966'INVER GROVE HEIGHTS.
 DQ0966'
 DQ0966'TO REACH THE MARK GO 2.2 MI (3.5 KM) NORTH ALONG TRUNK HIGHWAY 52 FROM
 DQ0966'SOUTH JUNCTION OF TRUNK HIGHWAY 52 AND TRUNK HIGHWAY 55 IN ROSEMOUNT,
 DQ0966'AT TRUNK HIGHWAY 52 MILE POINT 119.7.
 DQ0966'
 DQ0966'THE MARK IS LOCATED 38.7 FT (11.8 M) EAST OF NORTHBOUND TRUNK HIGHWAY
 DQ0966'52, 22.2 FT (6.8 M) WEST OF 111TH STREET EAST, 0.2 MI (0.3 KM) NORTH
 DQ0966'OF BRIGGS STREET, 0.15 MI (0.2 KM) SOUTH OF INVER GROVE TRAIL, 1.5 FT
 DQ0966'(0.5 M) NORTH OF A WITNESS POST.
 DQ0966'
 DQ0966'NOTE - THE STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM
 DQ0966'ROD DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION REMOVABLE
 DQ0966'DISK SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH
 DQ0966'PVC PIPE BACK FILLED WITH WASHED SAND.
 DQ0966
 DQ0966                          STATION RECOVERY (2016)
 DQ0966
 DQ0966'RECOVERY NOTE BY MN DEPT OF TRANSP 2016 (DAD)
 DQ0966'RECOVERED AS DESCRIBED.
 DQ0966
 DQ0966                          STATION RECOVERY (2023)
 DQ0966
 DQ0966'RECOVERY NOTE BY MN DEPT OF TRANSP 2023 (MJS)
 DQ0966'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DQ0965 ***********************************************************************
 DQ0965  DESIGNATION -  1907 J
 DQ0965  PID         -  DQ0965
 DQ0965  STATE/COUNTY-  MN/DAKOTA
 DQ0965  COUNTRY     -  US
 DQ0965  USGS QUAD   -  INVER GROVE HEIGHTS (2019)
 DQ0965
 DQ0965                         *CURRENT SURVEY CONTROL
 DQ0965  ______________________________________________________________________
 DQ0965* NAD 83(2011) POSITION- 44 48 40.01987(N) 093 02 24.14735(W)   ADJUSTED
 DQ0965* NAD 83(2011) ELLIP HT-   251.658 (meters)        (07/25/16)   ADJUSTED
 DQ0965* NAD 83(2011) EPOCH   -  2010.00
 DQ0965* NAVD 88 ORTHO HEIGHT -   279.545 (meters)      917.14  (feet) ADJUSTED
 DQ0965  ______________________________________________________________________
 DQ0965  GEOID HEIGHT    -        -27.867 (meters)                     GEOID18
 DQ0965  NAD 83(2011) X  -   -240,380.484 (meters)                     COMP
 DQ0965  NAD 83(2011) Y  - -4,526,208.877 (meters)                     COMP
 DQ0965  NAD 83(2011) Z  -  4,472,658.739 (meters)                     COMP
 DQ0965  LAPLACE CORR    -        -10.27  (seconds)                    DEFLEC18
 DQ0965  DYNAMIC HEIGHT  -        279.534 (meters)      917.10  (feet) COMP
 DQ0965  MODELED GRAVITY -    980,568.2   (mgal)                       NAVD 88
 DQ0965
 DQ0965  VERT ORDER      -  SECOND    CLASS I
 DQ0965
 DQ0965  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DQ0965  Standards:
 DQ0965         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DQ0965            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DQ0965  -------------------------------------------------------------------
 DQ0965  NETWORK    0.53   0.96           0.24   0.18   0.49      0.09156034
 DQ0965  -------------------------------------------------------------------
 DQ0965  Click here for local accuracies and other accuracy information.
 DQ0965
 DQ0965.The horizontal coordinates were established by GPS observations
 DQ0965.and adjusted by the MN DEPT OF TRANSP in July 2016.
 DQ0965
 DQ0965.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DQ0965.been affixed to the stable North American tectonic plate. See 
 DQ0965.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DQ0965
 DQ0965.The horizontal coordinates are valid at the epoch date displayed above
 DQ0965.which is a decimal equivalence of Year/Month/Day.
 DQ0965
 DQ0965.The orthometric height was determined by differential leveling and
 DQ0965.adjusted by the NATIONAL GEODETIC SURVEY
 DQ0965.in September 2016.
 DQ0965
 DQ0965.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ0965.GEOID18 height accuracy estimate available here.
 DQ0965
 DQ0965.Click photographs - Photos may exist for this station.
 DQ0965
 DQ0965.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DQ0965
 DQ0965.The Laplace correction was computed from DEFLEC18 derived deflections.
 DQ0965
 DQ0965.The ellipsoidal height was determined by GPS observations
 DQ0965.and is referenced to NAD 83.
 DQ0965
 DQ0965.The dynamic height is computed by dividing the NAVD 88
 DQ0965.geopotential number by the normal gravity value computed on the
 DQ0965.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ0965.degrees latitude (g = 980.6199 gals.).
 DQ0965
 DQ0965.The modeled gravity was interpolated from observed gravity values.
 DQ0965
 DQ0965. The following values were computed from the NAD 83(2011) position.
 DQ0965
 DQ0965;                    North         East     Units Scale Factor Converg.
 DQ0965;SPC MN S     -   301,683.146   875,931.445   MT  0.99993662   +0 40 22.3
 DQ0965;SPC MN S     -   989,772.12  2,873,785.08   sFT  0.99993662   +0 40 22.3
 DQ0965;UTM  15      - 4,961,968.980   496,833.811   MT  0.99960012   -0 01 41.6
 DQ0965
 DQ0965!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DQ0965!SPC MN S     -   0.99996054  x   0.99993662  =   0.99989717
 DQ0965!UTM  15      -   0.99996054  x   0.99960012  =   0.99956068
 DQ0965
 DQ0965_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK9683361968(NAD 83)
 DQ0965
 DQ0965                          SUPERSEDED SURVEY CONTROL
 DQ0965
 DQ0965.No superseded survey control is available for this station.
 DQ0965
 DQ0965_MARKER: I = METAL ROD
 DQ0965_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DQ0965_STAMPING: 1907 J 2015
 DQ0965_MARK LOGO: MNDT
 DQ0965_PROJECTION: RECESSED 5 CENTIMETERS
 DQ0965_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DQ0965_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ0965_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ0965+SATELLITE: SATELLITE OBSERVATIONS - August 15, 2023
 DQ0965_ROD/PIPE-DEPTH: 4.3 meters
 DQ0965
 DQ0965  HISTORY     - Date     Condition        Report By
 DQ0965  HISTORY     - 20150507 MONUMENTED       MNDT
 DQ0965  HISTORY     - 20160419 GOOD             MNDT
 DQ0965  HISTORY     - 20230815 GOOD             MNDT
 DQ0965
 DQ0965                          STATION DESCRIPTION
 DQ0965
 DQ0965'DESCRIBED BY MN DEPT OF TRANSP 2015
 DQ0965'THE STATION IS LOCATED ABOUT 6.5 MI (10.5 KM) NORTH OF COATES, 3.2 MI
 DQ0965'(5.1 KM) SOUTHWEST OF SAINT PAUL PARK AND 2.6 MI (4.2 KM) SOUTH OF
 DQ0965'INVER GROVE HEIGHTS.
 DQ0965'
 DQ0965'TO REACH THE MARK GO 3.2 MI (5.1 KM) NORTH ALONG TRUNK HIGHWAY 52 FROM
 DQ0965'SOUTH JUNCTION OF TRUNK HIGHWAY 52 AND TRUNK HIGHWAY 55 IN ROSEMOUNT,
 DQ0965'AT TRUNK HIGHWAY 52 MILE POINT 120.6.
 DQ0965'
 DQ0965'THE MARK IS LOCATED 72.2 FT (22.0 M) EAST OF NORTHBOUND TRUNK HIGHWAY
 DQ0965'52, 121.8 FT (37.1 M) WEST OF CAHILL AVENUE, 0.4 MI (0.6 KM) SOUTHEAST
 DQ0965'OF COUNTY ROAD 56 (CONCORD BOULEVARD), 1.5 FT (0.5 M) WEST OF A
 DQ0965'WITNESS POST.
 DQ0965'
 DQ0965'NOTE - THE STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM
 DQ0965'ROD DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION REMOVABLE
 DQ0965'DISK SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH
 DQ0965'PVC PIPE BACK FILLED WITH WASHED SAND.
 DQ0965
 DQ0965                          STATION RECOVERY (2016)
 DQ0965
 DQ0965'RECOVERY NOTE BY MN DEPT OF TRANSP 2016 (ADT)
 DQ0965'RECOVERED AS DESCRIBED.
 DQ0965
 DQ0965                          STATION RECOVERY (2023)
 DQ0965
 DQ0965'RECOVERY NOTE BY MN DEPT OF TRANSP 2023 (MJS)
 DQ0965'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 PP1332 ***********************************************************************
 PP1332  DESIGNATION -  1907 W
 PP1332  PID         -  PP1332
 PP1332  STATE/COUNTY-  MN/DAKOTA
 PP1332  COUNTRY     -  US
 PP1332  USGS QUAD   -  INVER GROVE HEIGHTS (2019)
 PP1332
 PP1332                         *CURRENT SURVEY CONTROL
 PP1332  ______________________________________________________________________
 PP1332* NAD 83(1986) POSITION- 44 48 07.06   (N) 093 02 20.63   (W)   HD_HELD1
 PP1332* NAVD 88 ORTHO HEIGHT -   274.712 (meters)      901.28  (feet) ADJUSTED
 PP1332  ______________________________________________________________________
 PP1332  GEOID HEIGHT    -        -27.905 (meters)                     GEOID18
 PP1332  DYNAMIC HEIGHT  -        274.699 (meters)      901.24  (feet) COMP
 PP1332  MODELED GRAVITY -    980,564.7   (mgal)                       NAVD 88
 PP1332
 PP1332  VERT ORDER      -  SECOND    CLASS I
 PP1332
 PP1332.The horizontal coordinates were determined by differentially corrected
 PP1332.hand held GPS observations or other comparable positioning techniques
 PP1332.and have an estimated accuracy of +/- 3 meters.
 PP1332
 PP1332.The orthometric height was determined by differential leveling and
 PP1332.adjusted by the NATIONAL GEODETIC SURVEY
 PP1332.in June 1991.
 PP1332
 PP1332.Significant digits in the geoid height do not necessarily reflect accuracy.
 PP1332.GEOID18 height accuracy estimate available here.
 PP1332
 PP1332.Click photographs - Photos may exist for this station.
 PP1332
 PP1332.The dynamic height is computed by dividing the NAVD 88
 PP1332.geopotential number by the normal gravity value computed on the
 PP1332.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP1332.degrees latitude (g = 980.6199 gals.).
 PP1332
 PP1332.The modeled gravity was interpolated from observed gravity values.
 PP1332
 PP1332;                    North         East    Units  Estimated Accuracy
 PP1332;SPC MN S     -   300,666.8     876,020.7     MT  (+/- 3 meters HH1 GPS) 
 PP1332
 PP1332_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK9691060951(NAD 83)
 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
 PP1332.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PP1332.See file dsdata.pdf to determine how the superseded data were derived.
 PP1332
 PP1332_MARKER: DB = BENCH MARK DISK
 PP1332_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 PP1332_SP_SET: BRIDGE ABUTMENT
 PP1332_STAMPING: 1907 W 1970
 PP1332_MARK LOGO: MNHD
 PP1332_MAGNETIC: N = NO MAGNETIC MATERIAL
 PP1332_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PP1332_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 PP1332+SATELLITE: SATELLITE OBSERVATIONS - August 15, 2023
 PP1332
 PP1332  HISTORY     - Date     Condition        Report By
 PP1332  HISTORY     - 1970     MONUMENTED       MNHD
 PP1332  HISTORY     - 1971     GOOD             MNDT
 PP1332  HISTORY     - 19971126 GOOD             MNDT
 PP1332  HISTORY     - 20010915 GOOD             USPSQD
 PP1332  HISTORY     - 20040918 GOOD             USPSQD
 PP1332  HISTORY     - 20070709 GOOD             MNDT
 PP1332  HISTORY     - 20090318 GOOD             MNDT
 PP1332  HISTORY     - 20150408 GOOD             MNDT
 PP1332  HISTORY     - 20230815 GOOD             MNDT
 PP1332
 PP1332                          STATION DESCRIPTION
 PP1332
 PP1332'DESCRIBED BY MN HIGHWAY DEPT 1970
 PP1332'2.5 MI N FROM PINE BEND.
 PP1332'MARK IS LOCATED ABOUT 0.4 MILES SOUTH OF THE JUNCTION OF T.H.S 52-55
 PP1332'AND 56, IN THE SOUTHEAST CORNER OF BRIDGE NO. 9108, T.H. 52 OVER THE
 PP1332'CHICAGO, GREAT WESTERN RAILROAD AT T.H. 52 STATION 195+40.  NW 1/4
 PP1332'SECTION 27, T 27N, R 22W.
 PP1332
 PP1332                          STATION RECOVERY (1971)
 PP1332
 PP1332'RECOVERY NOTE BY MN DEPT OF TRANSP 1971
 PP1332'MARK FOUND AS DESCRIBED IN MHD 1970 LEVELING HASTINGS VIA PINE BEND
 PP1332'TO INVER GROVE HEIGHTS AND SO. ST. PAUL, 0.3 MILES SOUTH ALONG TH
 PP1332'55-52-56 FROM THE JUNCTION OF THS 55-56-52 IN INVER GROVE HEIGHTS, IN
 PP1332'THE SOUTHEAST CORNER OF BRIDGE NO. 9108 (CURB), TH 55-56-52 OVER THE
 PP1332'CHICAGO-GREAT WESTERN RAILROAD. NOTE-- MARK IS ALSO 2.6 MILES NORTH
 PP1332'ALONG TH 52-56-55 FROM THE CEMETERY AT PINE BEND.
 PP1332
 PP1332                          STATION RECOVERY (1997)
 PP1332
 PP1332'RECOVERY NOTE BY MN DEPT OF TRANSP 1997 (DAS)
 PP1332'THE MARK WAS RECOVERED AS IN GOOD CONDITION AS DESCRIBED.  THE MARK IS
 PP1332'19.2 FT (5.9 M) EAST OF TH 52.
 PP1332
 PP1332                          STATION RECOVERY (2001)
 PP1332
 PP1332'RECOVERY NOTE BY US POWER SQUADRON 2001 (NM)
 PP1332'RECOVERED IN GOOD CONDITION.
 PP1332
 PP1332                          STATION RECOVERY (2004)
 PP1332
 PP1332'RECOVERY NOTE BY US POWER SQUADRON 2004 (RT)
 PP1332'RECOVERED IN GOOD CONDITION AS DESCRIBED. SPSPS RT.
 PP1332
 PP1332                          STATION RECOVERY (2007)
 PP1332
 PP1332'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (PJG)
 PP1332'THE MARK IS LOCATED ABOUT 5.9 MI (9.5 KM) NORTH OF COATES, 3.6 MI (5.8
 PP1332'KM) SOUTHWEST OF SAINT PAUL PARK AND 3.2 MI (5.1 KM) SOUTH OF INVER
 PP1332'GROVE HEIGHTS.
 PP1332'
 PP1332'TO REACH TO THE MARK AT INVER GROVE HEIGHTS, GO 0.4 MI (0.6 KM) SOUTH
 PP1332'OF THE JUNCTION OF TRUNK HIGHWAY 52-TRUNK HIGHWAY 55 AND TRUNK HIGHWAY
 PP1332'56, IN SOUTHEAST CORNER OF TRUNK HIGHWAY 52 BRIDGE 9108 OVER RAILROAD,
 PP1332'19.2 FT (5.9 M) EAST OF THE CENTERLINE.
 PP1332
 PP1332                          STATION RECOVERY (2009)
 PP1332
 PP1332'RECOVERY NOTE BY MN DEPT OF TRANSP 2009 (DRB)
 PP1332'RECOVERED AS DESCRIBED.
 PP1332
 PP1332                          STATION RECOVERY (2015)
 PP1332
 PP1332'RECOVERY NOTE BY MN DEPT OF TRANSP 2015 (DAS)
 PP1332'RECOVERED AS DESCRIBED.
 PP1332
 PP1332                          STATION RECOVERY (2023)
 PP1332
 PP1332'RECOVERY NOTE BY MN DEPT OF TRANSP 2023 (MJS)
 PP1332'IN INVER GROVE HEIGHTS, 0.4 MI (0.6 KM) SOUTH OF THE JUNCTION OF TRUNK
 PP1332'HIGHWAY 52-TRUNK HIGHWAY 55 AND TRUNK HIGHWAY 56, IN THE SOUTHEAST
 PP1332'CORNER OF TRUNK HIGHWAY 52 BRIDGE NUMBER 9108 OVER A RAILROAD, 19.2 FT
 PP1332'(5.9 M) EAST OF THE CENTERLINE.
 PP1332'
 PP1332'THE SURVEY MARK HAS BEEN DEEMED UNSAFE DUE TO FALL RISK AND HAS BEEN
 PP1332'ABANDONED FOR MNDOT GEODETIC USE.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 PP1331 ***********************************************************************
 PP1331  DESIGNATION -  1907 X
 PP1331  PID         -  PP1331
 PP1331  STATE/COUNTY-  MN/DAKOTA
 PP1331  COUNTRY     -  US
 PP1331  USGS QUAD   -  INVER GROVE HEIGHTS (2019)
 PP1331
 PP1331                         *CURRENT SURVEY CONTROL
 PP1331  ______________________________________________________________________
 PP1331* NAD 83(1986) POSITION- 44 47 47.57   (N) 093 02 15.93   (W)   HD_HELD1
 PP1331* NAVD 88 ORTHO HEIGHT -   272.382 (meters)      893.64  (feet) ADJUSTED
 PP1331  ______________________________________________________________________
 PP1331  GEOID HEIGHT    -        -27.930 (meters)                     GEOID18
 PP1331  DYNAMIC HEIGHT  -        272.370 (meters)      893.60  (feet) COMP
 PP1331  MODELED GRAVITY -    980,562.7   (mgal)                       NAVD 88
 PP1331
 PP1331  VERT ORDER      -  SECOND    CLASS I
 PP1331
 PP1331.The horizontal coordinates were determined by differentially corrected
 PP1331.hand held GPS observations or other comparable positioning techniques
 PP1331.and have an estimated accuracy of +/- 3 meters.
 PP1331
 PP1331.The orthometric height was determined by differential leveling and
 PP1331.adjusted by the NATIONAL GEODETIC SURVEY
 PP1331.in September 2016.
 PP1331
 PP1331.Significant digits in the geoid height do not necessarily reflect accuracy.
 PP1331.GEOID18 height accuracy estimate available here.
 PP1331
 PP1331.Click photographs - Photos may exist for this station.
 PP1331
 PP1331.The dynamic height is computed by dividing the NAVD 88
 PP1331.geopotential number by the normal gravity value computed on the
 PP1331.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP1331.degrees latitude (g = 980.6199 gals.).
 PP1331
 PP1331.The modeled gravity was interpolated from observed gravity values.
 PP1331
 PP1331;                    North         East    Units  Estimated Accuracy
 PP1331;SPC MN S     -   300,066.4     876,131.0     MT  (+/- 3 meters HH1 GPS) 
 PP1331
 PP1331_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK9701360350(NAD 83)
 PP1331
 PP1331                          SUPERSEDED SURVEY CONTROL
 PP1331
 PP1331  NAVD 88 (06/15/91)  272.384  (m)          893.65   (f) SUPERSEDED  2 1
 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
 PP1331.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PP1331.See file dsdata.pdf to determine how the superseded data were derived.
 PP1331
 PP1331_MARKER: DB = BENCH MARK DISK
 PP1331_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 PP1331_SP_SET: BRIDGE ABUTMENT
 PP1331_STAMPING: 1907 X 1970
 PP1331_MARK LOGO: MNHD
 PP1331_MAGNETIC: N = NO MAGNETIC MATERIAL
 PP1331_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PP1331_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 PP1331+SATELLITE: SATELLITE OBSERVATIONS - August 15, 2023
 PP1331
 PP1331  HISTORY     - Date     Condition        Report By
 PP1331  HISTORY     - 1970     MONUMENTED       MNHD
 PP1331  HISTORY     - 19971126 GOOD             MNDT
 PP1331  HISTORY     - 20010915 GOOD             USPSQD
 PP1331  HISTORY     - 20040918 GOOD             USPSQD
 PP1331  HISTORY     - 20070709 GOOD             MNDT
 PP1331  HISTORY     - 20090318 GOOD             MNDT
 PP1331  HISTORY     - 20150408 GOOD             MNDT
 PP1331  HISTORY     - 20230815 GOOD             MNDT
 PP1331
 PP1331                          STATION DESCRIPTION
 PP1331
 PP1331'DESCRIBED BY MN HIGHWAY DEPT 1970
 PP1331'2 MI N FROM PINE BEND.
 PP1331'MARK IS LOCATED ABOUT 0.5 MILE SOUTH OF THE JUNCTION OF T.H.S 52-55
 PP1331'AND 56, IN THE SOUTHEAST CORNER OF BRIDGE NO. 9109, NORTHBOUND T.H. 52
 PP1331'OVER THE CHICAGO, ROCK ISLAND, PACIFIC RAILROAD AT T.H. 52, STATION
 PP1331'215+59.  SE 1/4 SECTION 27, T 27N, R 22W.
 PP1331
 PP1331                          STATION RECOVERY (1997)
 PP1331
 PP1331'RECOVERY NOTE BY MN DEPT OF TRANSP 1997 (DAS)
 PP1331'THE MARK WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.  THE MARK IS
 PP1331'18.8 FT (5.7 M) EAST OF TH 52.
 PP1331
 PP1331                          STATION RECOVERY (2001)
 PP1331
 PP1331'RECOVERY NOTE BY US POWER SQUADRON 2001 (NM)
 PP1331'RECOVERED IN GOOD CONDITION.
 PP1331
 PP1331                          STATION RECOVERY (2004)
 PP1331
 PP1331'RECOVERY NOTE BY US POWER SQUADRON 2004 (RT)
 PP1331'RECOVERED IN GOOD CONDITION AS DESCRIBED. SPSPS RT.
 PP1331
 PP1331                          STATION RECOVERY (2007)
 PP1331
 PP1331'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (JJB)
 PP1331'THE MARK IS LOCATED ABOUT 5.5 MI (8.8 KM) NORTH OF COATES, 3.9 MI (6.3
 PP1331'KM) SOUTHWEST OF SAINT PAUL PARK AND 3.6 MI (5.8 KM) SOUTH OF INVER
 PP1331'GROVE HEIGHTS.
 PP1331'
 PP1331'TO REACH TO THE MARK AT INVER GROVE HEIGHTS, GO 0.5 MI (0.8 KM) SOUTH
 PP1331'OF THE JUNCTION OF TRUNK HIGHWAY 52-TH 55 AND TRUNK HIGHWAY 56, IN
 PP1331'SOUTHEAST CORNER OF TRUNK HIGHWAY 52 NORTHBOUND BRIDGE 9109 OVER
 PP1331'RAILROAD, AT TRUNK HIGHWAY 52 STATION 215+59, 18.8 FT (5.7 M) EAST OF
 PP1331'NORTHBOUND CENTERLINE.
 PP1331
 PP1331                          STATION RECOVERY (2009)
 PP1331
 PP1331'RECOVERY NOTE BY MN DEPT OF TRANSP 2009 (DRB)
 PP1331'RECOVERED AS DESCRIBED.
 PP1331
 PP1331                          STATION RECOVERY (2015)
 PP1331
 PP1331'RECOVERY NOTE BY MN DEPT OF TRANSP 2015 (DAS)
 PP1331'RECOVERED AS DESCRIBED.
 PP1331
 PP1331                          STATION RECOVERY (2023)
 PP1331
 PP1331'RECOVERY NOTE BY MN DEPT OF TRANSP 2023 (MJS)
 PP1331'IN INVER GROVE HEIGHTS, 0.5 MI (0.8 KM) SOUTH OF THE JUNCTION OF TRUNK
 PP1331'HIGHWAY 52/TRUNK HIGHWAY 55 AND TRUNK HIGHWAY 56, IN THE SOUTHEAST
 PP1331'CORNER OF TRUNK HIGHWAY 52 NORTHBOUND BRIDGE NUMBER 9109 OVER A
 PP1331'RAILROAD, AT TRUNK HIGHWAY 52 STATION 215+59, 18.8 FT (5.7 M) EAST OF
 PP1331'THE NORTHBOUND CENTERLINE.
 PP1331'
 PP1331'THE SURVEY MARK HAS BEEN DEEMED UNSAFE DUE TO A FALL RISK AND HAS BEEN
 PP1331'ABANDONED FOR MNDOT GEODETIC USE.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 AH4427 ***********************************************************************
 AH4427  DESIGNATION -  1908 B
 AH4427  PID         -  AH4427
 AH4427  STATE/COUNTY-  MN/DAKOTA
 AH4427  COUNTRY     -  US
 AH4427  USGS QUAD   -  INVER GROVE HEIGHTS (2019)
 AH4427
 AH4427                         *CURRENT SURVEY CONTROL
 AH4427  ______________________________________________________________________
 AH4427* NAD 83(1986) POSITION- 44 52 20.26   (N) 093 04 49.32   (W)   HD_HELD1
 AH4427* NAVD 88 ORTHO HEIGHT -   303.732 (meters)      996.49  (feet) ADJUSTED
 AH4427  ______________________________________________________________________
 AH4427  GEOID HEIGHT    -        -27.551 (meters)                     GEOID18
 AH4427  DYNAMIC HEIGHT  -        303.725 (meters)      996.47  (feet) COMP
 AH4427  MODELED GRAVITY -    980,584.2   (mgal)                       NAVD 88
 AH4427
 AH4427  VERT ORDER      -  SECOND    CLASS I
 AH4427
 AH4427.The horizontal coordinates were determined by differentially corrected
 AH4427.hand held GPS observations or other comparable positioning techniques
 AH4427.and have an estimated accuracy of +/- 3 meters.
 AH4427
 AH4427.The orthometric height was determined by differential leveling and
 AH4427.adjusted by the NATIONAL GEODETIC SURVEY
 AH4427.in September 2016.
 AH4427
 AH4427.Significant digits in the geoid height do not necessarily reflect accuracy.
 AH4427.GEOID18 height accuracy estimate available here.
 AH4427
 AH4427.Click photographs - Photos may exist for this station.
 AH4427
 AH4427.The dynamic height is computed by dividing the NAVD 88
 AH4427.geopotential number by the normal gravity value computed on the
 AH4427.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH4427.degrees latitude (g = 980.6199 gals.).
 AH4427
 AH4427.The modeled gravity was interpolated from observed gravity values.
 AH4427
 AH4427;                    North         East    Units  Estimated Accuracy
 AH4427;SPC MN S     -   308,444.2     872,665.4     MT  (+/- 3 meters HH1 GPS) 
 AH4427
 AH4427_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK9365168767(NAD 83)
 AH4427
 AH4427                          SUPERSEDED SURVEY CONTROL
 AH4427
 AH4427  NAVD 88 (06/08/00)  303.734  (m)          996.50   (f) SUPERSEDED  2 1
 AH4427
 AH4427.Superseded values are not recommended for survey control.
 AH4427
 AH4427.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH4427.See file dsdata.pdf to determine how the superseded data were derived.
 AH4427
 AH4427_MARKER: DV = VERTICAL CONTROL DISK
 AH4427_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AH4427_SP_SET: BRIDGE RAILING
 AH4427_STAMPING: 1908 B 1989
 AH4427_MARK LOGO: MNDT
 AH4427_PROJECTION: FLUSH
 AH4427_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AH4427_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AH4427_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AH4427+SATELLITE: SATELLITE OBSERVATIONS - June 23, 2014
 AH4427
 AH4427  HISTORY     - Date     Condition        Report By
 AH4427  HISTORY     - 1989     MONUMENTED       MNDT
 AH4427  HISTORY     - 20021114 GOOD             USPSQD
 AH4427  HISTORY     - 20021201 GOOD             USPSQD
 AH4427  HISTORY     - 20040918 GOOD             USPSQD
 AH4427  HISTORY     - 20051129 GOOD             USPSQD
 AH4427  HISTORY     - 20070613 GOOD             MNDT
 AH4427  HISTORY     - 20140623 GOOD             MNDT
 AH4427
 AH4427                          STATION DESCRIPTION
 AH4427
 AH4427'DESCRIBED BY MN DEPT OF TRANSP 1989 (OCO)
 AH4427'THE MARK IS LOCATED IN THE CITY OF INVER GROVE HEIGHTS, IN THE BRIDGE
 AH4427'AT THE JUNCTION OF INTERSTATE HIGHWAY 494 AND TRUNK HIGHWAY 52, AND IN
 AH4427'THE NW 1/4 OF SECTION 32, T28N, R22W.  THE MARK IS 23.0 FEET EAST OF
 AH4427'THE CENTERLINE OF NORTHBOUND HIGHWAY 52, 9.3 FEET NORTHWEST OF THE
 AH4427'SOUTH POST OF THE BRIDGE FENCE, 23.0 FEET NORTH OF THE SOUTHEAST
 AH4427'CORNER OF THE EAST BRIDGE RAILING, AND 6.6 FEET WEST OF THE BRIDGE
 AH4427'FENCE.  THE MARK, A STANDARD MNDT VERTICAL CONTROL MONUMENT DISK
 AH4427'STAMPED---1908 B 1989---, IS SET IN THE TOP OF THE CONCRETE RAILING AT
 AH4427'THE SOUTHEAST CORNER OF BRIDGE NUMBER 19832 (HIGHWAY 52 OVER HIGHWAY
 AH4427'494).
 AH4427
 AH4427                          STATION RECOVERY (2002)
 AH4427
 AH4427'RECOVERY NOTE BY US POWER SQUADRON 2002 (JRD)
 AH4427'CHANGE HIGHWAY 52 TO HIGHWAY 3 AT ALL REFERENCES. ALL OTHER
 AH4427'INFORMATION IS CORRECT
 AH4427
 AH4427                          STATION RECOVERY (2002)
 AH4427
 AH4427'RECOVERY NOTE BY US POWER SQUADRON 2002 (JH)
 AH4427'HWY 52 HAS BEEN RENAMED HWY 3 (ROBERT STREET)
 AH4427
 AH4427                          STATION RECOVERY (2004)
 AH4427
 AH4427'RECOVERY NOTE BY US POWER SQUADRON 2004 (JH)
 AH4427'RECOVERED IN GOOD CONDITION AS DESCRIBED. MSPS JH
 AH4427
 AH4427                          STATION RECOVERY (2005)
 AH4427
 AH4427'RECOVERY NOTE BY US POWER SQUADRON 2005 (ATD)
 AH4427'RECOVERED IN GOOD CONDITION.
 AH4427
 AH4427                          STATION RECOVERY (2007)
 AH4427
 AH4427'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (PJG)
 AH4427'THE MARK IS LOCATED ABOUT 5.0 MI (8.0 KM) SOUTH OF SAINT PAUL, 4.8 MI
 AH4427'(7.7 KM) WEST-NORTHWEST OF SAINT PAUL PARK AND 2.5 MI (4.0 KM)
 AH4427'NORTHWEST OF INVER GROVE HEIGHTS.
 AH4427'
 AH4427'TO REACH TO THE MARK AT INVER GROVE HEIGHTS, AT THE JUNCTION OF COUNTY
 AH4427'HIGHWAY 3 AND INTERSTATE HIGHWAY 494, IN THE TOP OF CONCRETE RAILING
 AH4427'AT SOUTHEAST CORNER OF COUNTY HIGHWAY 3 BRIDGE 19832 OVER INTERSTATE
 AH4427'HIGHWAY 494, GO 23.0 FT (7.0 M) EAST OF NORTHBOUND COUNTY HIGHWAY 3,
 AH4427'9.3 FT (2.8 M) NORTHWEST OF SOUTH BRIDGE FENCE, 23.0 FT (7.0 M) NORTH
 AH4427'OF THE SOUTHEAST CORNER OF EAST BRIDGE RAILING, 6.6 FT (2.0 M) WEST OF
 AH4427'BRIDGE FENCE.
 AH4427
 AH4427                          STATION RECOVERY (2014)
 AH4427
 AH4427'RECOVERY NOTE BY MN DEPT OF TRANSP 2014 (DAS)
 AH4427'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 AH4428 ***********************************************************************
 AH4428  DESIGNATION -  1908 C
 AH4428  PID         -  AH4428
 AH4428  STATE/COUNTY-  MN/DAKOTA
 AH4428  COUNTRY     -  US
 AH4428  USGS QUAD   -  INVER GROVE HEIGHTS (2019)
 AH4428
 AH4428                         *CURRENT SURVEY CONTROL
 AH4428  ______________________________________________________________________
 AH4428* NAD 83(1986) POSITION- 44 52 24.43   (N) 093 04 50.58   (W)   HD_HELD1
 AH4428* NAVD 88 ORTHO HEIGHT -   300.798 (meters)      986.87  (feet) ADJUSTED
 AH4428  ______________________________________________________________________
 AH4428  GEOID HEIGHT    -        -27.547 (meters)                     GEOID18
 AH4428  DYNAMIC HEIGHT  -        300.791 (meters)      986.85  (feet) COMP
 AH4428  MODELED GRAVITY -    980,584.3   (mgal)                       NAVD 88
 AH4428
 AH4428  VERT ORDER      -  SECOND    CLASS I
 AH4428
 AH4428.The horizontal coordinates were determined by differentially corrected
 AH4428.hand held GPS observations or other comparable positioning techniques
 AH4428.and have an estimated accuracy of +/- 3 meters.
 AH4428
 AH4428.The orthometric height was determined by differential leveling and
 AH4428.adjusted by the NATIONAL GEODETIC SURVEY
 AH4428.in June 2000.
 AH4428
 AH4428.Significant digits in the geoid height do not necessarily reflect accuracy.
 AH4428.GEOID18 height accuracy estimate available here.
 AH4428
 AH4428.Click photographs - Photos may exist for this station.
 AH4428
 AH4428.The dynamic height is computed by dividing the NAVD 88
 AH4428.geopotential number by the normal gravity value computed on the
 AH4428.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH4428.degrees latitude (g = 980.6199 gals.).
 AH4428
 AH4428.The modeled gravity was interpolated from observed gravity values.
 AH4428
 AH4428;                    North         East    Units  Estimated Accuracy
 AH4428;SPC MN S     -   308,572.6     872,636.3     MT  (+/- 3 meters HH1 GPS) 
 AH4428
 AH4428_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK9362468895(NAD 83)
 AH4428
 AH4428                          SUPERSEDED SURVEY CONTROL
 AH4428
 AH4428.No superseded survey control is available for this station.
 AH4428
 AH4428_MARKER: DV = VERTICAL CONTROL DISK
 AH4428_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AH4428_SP_SET: BRIDGE RAILING
 AH4428_STAMPING: 1908 C 1989
 AH4428_MARK LOGO: MNDT
 AH4428_PROJECTION: FLUSH
 AH4428_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AH4428_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AH4428_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AH4428+SATELLITE: SATELLITE OBSERVATIONS - June 23, 2014
 AH4428
 AH4428  HISTORY     - Date     Condition        Report By
 AH4428  HISTORY     - 19890401 MONUMENTED       MNDT
 AH4428  HISTORY     - 20021112 GOOD             USPSQD
 AH4428  HISTORY     - 20021201 GOOD             USPSQD
 AH4428  HISTORY     - 20040918 GOOD             USPSQD
 AH4428  HISTORY     - 20051129 GOOD             USPSQD
 AH4428  HISTORY     - 20070613 GOOD             MNDT
 AH4428  HISTORY     - 20140623 GOOD             MNDT
 AH4428
 AH4428                          STATION DESCRIPTION
 AH4428
 AH4428'DESCRIBED BY MN DEPT OF TRANSP 1989 (OCO)
 AH4428'THE MARK IS LOCATED IN THE CITY OF SUNFISH LAKE, IN THE BRIDGE AT THE
 AH4428'JUNCTION OF INTERSTATE HIGHWAY 494 AND TRUNK HIGHWAY 52, AND IN THE NW
 AH4428'1/4 OF SECTION 32, T28N, R22W.  THE MARK IS 23.0 FEET WEST OF THE
 AH4428'CENTERLINE OF SOUTHBOUND HIGHWAY 52, 23.5 FEET SOUTH - SOUTHEAST OF A
 AH4428'LIGHT STANDARD (NUMBERED SSE-31), AND 1.5 FEET SOUTH OF THE NORTHWEST
 AH4428'CORNER OF THE WEST BRIDGE RAILING.  THE MARK, A STANDARD MNDT VERTICAL
 AH4428'CONTROL MONUMENT DISK STAMPED---1908 C 1989---, IS SET IN THE TOP OF
 AH4428'THE CONCRETE RAILING AT THE NORTHWEST CORNER OF BRIDGE NUMBER 19832
 AH4428'(HIGHWAY 52 OVER HIGHWAY 494).
 AH4428
 AH4428                          STATION RECOVERY (2002)
 AH4428
 AH4428'RECOVERY NOTE BY US POWER SQUADRON 2002 (JRD)
 AH4428'CHANGE HIGHWAY 52 TO HIGHWAY 3 AT ALL REFERENCES. ALL OTHER
 AH4428'INFORMATION IS OK AS DESCRIBED.
 AH4428
 AH4428                          STATION RECOVERY (2002)
 AH4428
 AH4428'RECOVERY NOTE BY US POWER SQUADRON 2002 (JH)
 AH4428'HWY 52 HAS BEEN RENAMED HWY 3 (ROBERT STREET)
 AH4428
 AH4428                          STATION RECOVERY (2004)
 AH4428
 AH4428'RECOVERY NOTE BY US POWER SQUADRON 2004 (JH)
 AH4428'RECOVERED IN GOOD CONDITION AS DESCRIBED.MSPS JH.
 AH4428
 AH4428                          STATION RECOVERY (2005)
 AH4428
 AH4428'RECOVERY NOTE BY US POWER SQUADRON 2005 (ATD)
 AH4428'RECOVERED IN GOOD CONDITION.
 AH4428
 AH4428                          STATION RECOVERY (2007)
 AH4428
 AH4428'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (PJG)
 AH4428'THE MARK IS LOCATED ABOUT 4.9 MI (7.9 KM) SOUTH OF SAINT PAUL, 4.9 MI
 AH4428'(7.9 KM) WEST-NORTHWEST OF SAINT PAUL PARK AND 2.6 MI (4.2 KM)
 AH4428'NORTHWEST OF INVER GROVE HEIGHTS.
 AH4428'
 AH4428'TO REACH TO THE MARK AT SUNFISH LAKE, AT THE JUNCTION OF COUNTY
 AH4428'HIGHWAY 3 AND INTERSTATE HIGHWAY 494, IN THE TOP OF RAILING AT
 AH4428'NORTHWEST CORNER OF COUNTY HIGHWAY 3 BRIDGE 19832 OVER INTERSTATE
 AH4428'HIGHWAY 494, GO 23 FT (7.0 M) WEST OF SOUTH BOUND COUNTY HIGHWAY 3,
 AH4428'23.5 FT (7.2 M) SOUTH-SOUTHEAST OF LIGHT STANDARD SSE-31, 1.5 FT (0.5
 AH4428'M) SOUTH OF THE NORTHWEST CORNER OF WEST BRIDGE RAILING.
 AH4428
 AH4428                          STATION RECOVERY (2014)
 AH4428
 AH4428'RECOVERY NOTE BY MN DEPT OF TRANSP 2014 (DAS)
 AH4428'IN SUNFISH LAKE, AT THE JUNCTION OF COUNTY HIGHWAY 3 AND INTERSTATE
 AH4428'HIGHWAY 494, IN THE TOP OF RAILING AT NORTHWEST CORNER OF COUNTY
 AH4428'HIGHWAY 3 BRIDGE 19832 OVER INTERSTATE HIGHWAY 494, 23 FT (7.0 M) WEST
 AH4428'OF SOUTHBOUND COUNTY HIGHWAY 3, 23.5 FT (7.2 M) SOUTH-SOUTHEAST OF
 AH4428'LIGHT STANDARD SSE-31, 1.5 FT (0.5 M) SOUTH OF THE NORTHWEST CORNER OF
 AH4428'WEST BRIDGE RAILING.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DP8552 ***********************************************************************
 DP8552  DESIGNATION -  1908 D
 DP8552  PID         -  DP8552
 DP8552  STATE/COUNTY-  MN/DAKOTA
 DP8552  COUNTRY     -  US
 DP8552  USGS QUAD   -  INVER GROVE HEIGHTS (2019)
 DP8552
 DP8552                         *CURRENT SURVEY CONTROL
 DP8552  ______________________________________________________________________
 DP8552* NAD 83(2011) POSITION- 44 52 09.01836(N) 093 04 49.03497(W)   ADJUSTED
 DP8552* NAD 83(2011) ELLIP HT-   276.105 (meters)        (09/11/15)   ADJUSTED
 DP8552* NAD 83(2011) EPOCH   -  2010.00
 DP8552* NAVD 88 ORTHO HEIGHT -   303.644 (meters)      996.21  (feet) ADJUSTED
 DP8552  ______________________________________________________________________
 DP8552  GEOID HEIGHT    -        -27.558 (meters)                     GEOID18
 DP8552  NAD 83(2011) X  -   -243,316.260 (meters)                     COMP
 DP8552  NAD 83(2011) Y  - -4,521,513.386 (meters)                     COMP
 DP8552  NAD 83(2011) Z  -  4,477,250.839 (meters)                     COMP
 DP8552  LAPLACE CORR    -         -7.52  (seconds)                    DEFLEC18
 DP8552  DYNAMIC HEIGHT  -        303.636 (meters)      996.18  (feet) COMP
 DP8552  MODELED GRAVITY -    980,583.5   (mgal)                       NAVD 88
 DP8552
 DP8552  VERT ORDER      -  SECOND    CLASS I
 DP8552
 DP8552  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DP8552  Standards:
 DP8552         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DP8552            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DP8552  -------------------------------------------------------------------
 DP8552  NETWORK    0.59   1.71           0.26   0.22   0.87      0.09426198
 DP8552  -------------------------------------------------------------------
 DP8552  Click here for local accuracies and other accuracy information.
 DP8552
 DP8552.The horizontal coordinates were established by GPS observations
 DP8552.and adjusted by the MN DEPT OF TRANSP in September 2015.
 DP8552
 DP8552.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DP8552.been affixed to the stable North American tectonic plate. See 
 DP8552.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DP8552
 DP8552.The horizontal coordinates are valid at the epoch date displayed above
 DP8552.which is a decimal equivalence of Year/Month/Day.
 DP8552
 DP8552.The orthometric height was determined by differential leveling and
 DP8552.adjusted by the NATIONAL GEODETIC SURVEY
 DP8552.in September 2016.
 DP8552
 DP8552.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP8552.GEOID18 height accuracy estimate available here.
 DP8552
 DP8552.Click photographs - Photos may exist for this station.
 DP8552
 DP8552.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DP8552
 DP8552.The Laplace correction was computed from DEFLEC18 derived deflections.
 DP8552
 DP8552.The ellipsoidal height was determined by GPS observations
 DP8552.and is referenced to NAD 83.
 DP8552
 DP8552.The dynamic height is computed by dividing the NAVD 88
 DP8552.geopotential number by the normal gravity value computed on the
 DP8552.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP8552.degrees latitude (g = 980.6199 gals.).
 DP8552
 DP8552.The modeled gravity was interpolated from observed gravity values.
 DP8552
 DP8552. The following values were computed from the NAD 83(2011) position.
 DP8552
 DP8552;                    North         East     Units Scale Factor Converg.
 DP8552;SPC MN S     -   308,097.335   872,675.552   MT  0.99994260   +0 38 40.7
 DP8552;SPC MN S     - 1,010,816.01  2,863,103.04   sFT  0.99994260   +0 38 40.7
 DP8552;UTM  15      - 4,968,420.344   493,657.734   MT  0.99960049   -0 03 23.9
 DP8552
 DP8552!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DP8552!SPC MN S     -   0.99995671  x   0.99994260  =   0.99989931
 DP8552!UTM  15      -   0.99995671  x   0.99960049  =   0.99955722
 DP8552
 DP8552_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK9365768420(NAD 83)
 DP8552
 DP8552                          SUPERSEDED SURVEY CONTROL
 DP8552
 DP8552.No superseded survey control is available for this station.
 DP8552
 DP8552_MARKER: F = FLANGE-ENCASED ROD
 DP8552_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DP8552_STAMPING: 1908 D 2014
 DP8552_MARK LOGO: MNDT
 DP8552_PROJECTION: RECESSED 10 CENTIMETERS
 DP8552_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DP8552_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DP8552_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP8552+SATELLITE: SATELLITE OBSERVATIONS - August 03, 2023
 DP8552_ROD/PIPE-DEPTH: 9.8 meters
 DP8552
 DP8552  HISTORY     - Date     Condition        Report By
 DP8552  HISTORY     - 20140714 MONUMENTED       MNDT
 DP8552  HISTORY     - 20160921 GOOD             MNDT
 DP8552  HISTORY     - 20230803 GOOD             MNDT
 DP8552
 DP8552                          STATION DESCRIPTION
 DP8552
 DP8552'DESCRIBED BY MN DEPT OF TRANSP 2014
 DP8552'IN INVER GROVE HEIGHTS, 0.25 MILE SOUTH ALONG TRUNK HIGHWAY 3 FROM THE
 DP8552'JUNCTION OF TRUNK HIGHWAY 3 AND INTERSTATE HIGHWAY 494 IN INVER GROVE
 DP8552'HEIGHTS, AT TRUNK HIGHWAY 3 MILEPOINT 43.25, 37.7 FEET EAST OF
 DP8552'NORTHBOUND TRUNK HIGHWAY 3, 50.6 FEET NORTH OF UPPER 55TH STREET EAST,
 DP8552'28.4 FEET SOUTHEAST OF LIGHT POLE HS8E28, 1.5 FEET WEST OF WITNESS
 DP8552'POST.
 DP8552
 DP8552                          STATION RECOVERY (2016)
 DP8552
 DP8552'RECOVERY NOTE BY MN DEPT OF TRANSP 2016 (MPP)
 DP8552'RECOVERED IN GOOD CONDITION.
 DP8552
 DP8552                          STATION RECOVERY (2023)
 DP8552
 DP8552'RECOVERY NOTE BY MN DEPT OF TRANSP 2023 (MJS)
 DP8552'IN INVER GROVE HEIGHTS, 0.25 MI (0.40 KM) SOUTH ALONG TRUNK HIGHWAY 3
 DP8552'FROM THE JUNCTION OF TRUNK HIGHWAY 3 AND INTERSTATE HIGHWAY 494 IN
 DP8552'INVER GROVE HEIGHTS, AT TRUNK HIGHWAY 3 MILE POINT 43.25, 37.7 FT
 DP8552'(11.5 M) EAST OF NORTHBOUND TRUNK HIGHWAY 3, 50.6 FT (15.4 M) NORTH OF
 DP8552'UPPER 55TH STREET EAST, 28.4 FT (8.7 M) SOUTHEAST OF LIGHT POLE NUMBER
 DP8552'HS8E28, 1.5 FT (0.5 M) WEST OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DP8553 ***********************************************************************
 DP8553  DESIGNATION -  1908 E
 DP8553  PID         -  DP8553
 DP8553  STATE/COUNTY-  MN/DAKOTA
 DP8553  COUNTRY     -  US
 DP8553  USGS QUAD   -  INVER GROVE HEIGHTS (2019)
 DP8553
 DP8553                         *CURRENT SURVEY CONTROL
 DP8553  ______________________________________________________________________
 DP8553* NAD 83(2011) POSITION- 44 50 53.04560(N) 093 05 06.34219(W)   ADJUSTED
 DP8553* NAD 83(2011) ELLIP HT-   246.008 (meters)        (09/11/15)   ADJUSTED
 DP8553* NAD 83(2011) EPOCH   -  2010.00
 DP8553* NAVD 88 ORTHO HEIGHT -   273.597 (meters)      897.63  (feet) ADJUSTED
 DP8553  ______________________________________________________________________
 DP8553  GEOID HEIGHT    -        -27.596 (meters)                     GEOID18
 DP8553  NAD 83(2011) X  -   -243,783.533 (meters)                     COMP
 DP8553  NAD 83(2011) Y  - -4,523,123.542 (meters)                     COMP
 DP8553  NAD 83(2011) Z  -  4,475,567.137 (meters)                     COMP
 DP8553  LAPLACE CORR    -         -7.69  (seconds)                    DEFLEC18
 DP8553  DYNAMIC HEIGHT  -        273.588 (meters)      897.60  (feet) COMP
 DP8553  MODELED GRAVITY -    980,578.1   (mgal)                       NAVD 88
 DP8553
 DP8553  VERT ORDER      -  SECOND    CLASS I
 DP8553
 DP8553  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DP8553  Standards:
 DP8553         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DP8553            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DP8553  -------------------------------------------------------------------
 DP8553  NETWORK    0.59   1.67           0.26   0.22   0.85      0.09171062
 DP8553  -------------------------------------------------------------------
 DP8553  Click here for local accuracies and other accuracy information.
 DP8553
 DP8553.The horizontal coordinates were established by GPS observations
 DP8553.and adjusted by the MN DEPT OF TRANSP in September 2015.
 DP8553
 DP8553.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DP8553.been affixed to the stable North American tectonic plate. See 
 DP8553.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DP8553
 DP8553.The horizontal coordinates are valid at the epoch date displayed above
 DP8553.which is a decimal equivalence of Year/Month/Day.
 DP8553
 DP8553.The orthometric height was determined by differential leveling and
 DP8553.adjusted by the NATIONAL GEODETIC SURVEY
 DP8553.in September 2016.
 DP8553
 DP8553.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP8553.GEOID18 height accuracy estimate available here.
 DP8553
 DP8553.Click photographs - Photos may exist for this station.
 DP8553
 DP8553.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DP8553
 DP8553.The Laplace correction was computed from DEFLEC18 derived deflections.
 DP8553
 DP8553.The ellipsoidal height was determined by GPS observations
 DP8553.and is referenced to NAD 83.
 DP8553
 DP8553.The dynamic height is computed by dividing the NAVD 88
 DP8553.geopotential number by the normal gravity value computed on the
 DP8553.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP8553.degrees latitude (g = 980.6199 gals.).
 DP8553
 DP8553.The modeled gravity was interpolated from observed gravity values.
 DP8553
 DP8553. The following values were computed from the NAD 83(2011) position.
 DP8553
 DP8553;                    North         East     Units Scale Factor Converg.
 DP8553;SPC MN S     -   305,748.140   872,321.921   MT  0.99994031   +0 38 28.6
 DP8553;SPC MN S     - 1,003,108.69  2,861,942.84   sFT  0.99994031   +0 38 28.6
 DP8553;UTM  15      - 4,966,076.452   493,275.507   MT  0.99960056   -0 03 36.0
 DP8553
 DP8553!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DP8553!SPC MN S     -   0.99996143  x   0.99994031  =   0.99990174
 DP8553!UTM  15      -   0.99996143  x   0.99960056  =   0.99956201
 DP8553
 DP8553_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK9327566076(NAD 83)
 DP8553
 DP8553                          SUPERSEDED SURVEY CONTROL
 DP8553
 DP8553.No superseded survey control is available for this station.
 DP8553
 DP8553_MARKER: I = METAL ROD
 DP8553_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DP8553_STAMPING: 1908 E 2015
 DP8553_MARK LOGO: MNDT
 DP8553_PROJECTION: RECESSED 5 CENTIMETERS
 DP8553_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DP8553_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DP8553_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP8553+SATELLITE: SATELLITE OBSERVATIONS - May 01, 2015
 DP8553_ROD/PIPE-DEPTH: 7.3 meters
 DP8553
 DP8553  HISTORY     - Date     Condition        Report By
 DP8553  HISTORY     - 20150401 MONUMENTED       MNDT
 DP8553  HISTORY     - 20150501 GOOD             MNDT
 DP8553  HISTORY     - 20230803 MARK NOT FOUND   MNDT
 DP8553
 DP8553                          STATION DESCRIPTION
 DP8553
 DP8553'DESCRIBED BY MN DEPT OF TRANSP 2015
 DP8553'IN INVER GROVE HEIGHTS, 1.0 MILE NORTH ALONG TRUNK HIGHWAY 3 FROM
 DP8553'JUNCTION OF TRUNK HIGHWAY 3 AND TRUNK HIGHWAY 55 IN INVER GROVE
 DP8553'HEIGHTS, AT TRUNK HIGHWAY 3 MILEPOINT 41.65, 64.6 FEET EAST OF TRUNK
 DP8553'HIGHWAY 3, 62.5 FEET NORTH OF COUNTY ROAD 26 (70TH STREET EAST), 14.6
 DP8553'FEET EAST OF FIRE HYDRANT, 1.5 FEET WEST OF WITNESS POST.
 DP8553
 DP8553                          STATION RECOVERY (2015)
 DP8553
 DP8553'RECOVERY NOTE BY MN DEPT OF TRANSP 2015
 DP8553'RECOVERED AS DESCRIBED.
 DP8553'
 DP8553'NOTE - THE STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM
 DP8553'ROD DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION REMOVABLE
 DP8553'DISK SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH
 DP8553'PVC PIPE BACK FILLED WITH WASHED SAND.
 DP8553
 DP8553                          STATION RECOVERY (2023)
 DP8553
 DP8553'RECOVERY NOTE BY MN DEPT OF TRANSP 2023 (MJS)
 DP8553'IN INVER GROVE HEIGHTS, 1.0 MI (1.6 KM) NORTH ALONG TRUNK HIGHWAY 3
 DP8553'FROM THE JUNCTION OF TRUNK HIGHWAY 3 AND TRUNK HIGHWAY 55 IN INVER
 DP8553'GROVE HEIGHTS, AT TRUNK HIGHWAY 3 MILE POINT 41.65, 64.6 FT (19.7 M)
 DP8553'EAST OF TRUNK HIGHWAY 3, 62.5 FT (19.1 M) NORTH OF COUNTY ROAD 26
 DP8553'(70TH STREET EAST), 14.6 FT (4.5 M) EAST OF A FIRE HYDRANT, 1.5 FT
 DP8553'(0.5 M) WEST OF A WITNESS POST.  NEW ROUND-A-BOUT IN PLACE, MARK
 DP8553'BELIEVED TO BE IN PLACE, BUT DOWN ABOUT 4 FT (1.2 M).
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DP8554 ***********************************************************************
 DP8554  DESIGNATION -  1908 F
 DP8554  PID         -  DP8554
 DP8554  STATE/COUNTY-  MN/DAKOTA
 DP8554  COUNTRY     -  US
 DP8554  USGS QUAD   -  INVER GROVE HEIGHTS (2019)
 DP8554
 DP8554                         *CURRENT SURVEY CONTROL
 DP8554  ______________________________________________________________________
 DP8554* NAD 83(2011) POSITION- 44 51 35.51832(N) 093 05 07.43535(W)   ADJUSTED
 DP8554* NAD 83(2011) ELLIP HT-   247.607 (meters)        (09/11/15)   ADJUSTED
 DP8554* NAD 83(2011) EPOCH   -  2010.00
 DP8554* NAVD 88 ORTHO HEIGHT -   275.153 (meters)      902.73  (feet) ADJUSTED
 DP8554  ______________________________________________________________________
 DP8554  GEOID HEIGHT    -        -27.565 (meters)                     GEOID18
 DP8554  NAD 83(2011) X  -   -243,757.791 (meters)                     COMP
 DP8554  NAD 83(2011) Y  - -4,522,199.967 (meters)                     COMP
 DP8554  NAD 83(2011) Z  -  4,476,497.746 (meters)                     COMP
 DP8554  LAPLACE CORR    -         -7.40  (seconds)                    DEFLEC18
 DP8554  DYNAMIC HEIGHT  -        275.145 (meters)      902.70  (feet) COMP
 DP8554  MODELED GRAVITY -    980,581.0   (mgal)                       NAVD 88
 DP8554
 DP8554  VERT ORDER      -  SECOND    CLASS I
 DP8554
 DP8554  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DP8554  Standards:
 DP8554         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DP8554            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DP8554  -------------------------------------------------------------------
 DP8554  NETWORK    0.61   1.78           0.26   0.24   0.91      0.01803849
 DP8554  -------------------------------------------------------------------
 DP8554  Click here for local accuracies and other accuracy information.
 DP8554
 DP8554.The horizontal coordinates were established by GPS observations
 DP8554.and adjusted by the MN DEPT OF TRANSP in September 2015.
 DP8554
 DP8554.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DP8554.been affixed to the stable North American tectonic plate. See 
 DP8554.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DP8554
 DP8554.The horizontal coordinates are valid at the epoch date displayed above
 DP8554.which is a decimal equivalence of Year/Month/Day.
 DP8554
 DP8554.The orthometric height was determined by differential leveling and
 DP8554.adjusted by the NATIONAL GEODETIC SURVEY
 DP8554.in September 2016.
 DP8554
 DP8554.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP8554.GEOID18 height accuracy estimate available here.
 DP8554
 DP8554.Click photographs - Photos may exist for this station.
 DP8554
 DP8554.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DP8554
 DP8554.The Laplace correction was computed from DEFLEC18 derived deflections.
 DP8554
 DP8554.The ellipsoidal height was determined by GPS observations
 DP8554.and is referenced to NAD 83.
 DP8554
 DP8554.The dynamic height is computed by dividing the NAVD 88
 DP8554.geopotential number by the normal gravity value computed on the
 DP8554.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP8554.degrees latitude (g = 980.6199 gals.).
 DP8554
 DP8554.The modeled gravity was interpolated from observed gravity values.
 DP8554
 DP8554. The following values were computed from the NAD 83(2011) position.
 DP8554
 DP8554;                    North         East     Units Scale Factor Converg.
 DP8554;SPC MN S     -   307,058.808   872,283.251   MT  0.99994157   +0 38 27.9
 DP8554;SPC MN S     - 1,007,408.77  2,861,815.97   sFT  0.99994157   +0 38 27.9
 DP8554;UTM  15      - 4,967,387.050   493,252.889   MT  0.99960056   -0 03 36.9
 DP8554
 DP8554!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DP8554!SPC MN S     -   0.99996118  x   0.99994157  =   0.99990275
 DP8554!UTM  15      -   0.99996118  x   0.99960056  =   0.99956175
 DP8554
 DP8554_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK9325267387(NAD 83)
 DP8554
 DP8554                          SUPERSEDED SURVEY CONTROL
 DP8554
 DP8554.No superseded survey control is available for this station.
 DP8554
 DP8554_MARKER: F = FLANGE-ENCASED ROD
 DP8554_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DP8554_STAMPING: 1908 F 2015
 DP8554_MARK LOGO: MNDT
 DP8554_PROJECTION: RECESSED 5 CENTIMETERS
 DP8554_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DP8554_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DP8554_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP8554+SATELLITE: SATELLITE OBSERVATIONS - August 03, 2023
 DP8554_ROD/PIPE-DEPTH: 8.8 meters
 DP8554
 DP8554  HISTORY     - Date     Condition        Report By
 DP8554  HISTORY     - 20150401 MONUMENTED       MNDT
 DP8554  HISTORY     - 20230803 GOOD             MNDT
 DP8554
 DP8554                          STATION DESCRIPTION
 DP8554
 DP8554'DESCRIBED BY MN DEPT OF TRANSP 2015
 DP8554'IN INVER GROVE HEIGHTS, 1.8 MILES NORTH ALONG TRUNK HIGHWAY 3 FROM
 DP8554'JUNCTION OF TRUNK HIGHWAY 3 AND TRUNK HIGHWAY 55 IN INVER GROVE
 DP8554'HEIGHTS, AT TRUNK HIGHWAY 3 MILEPOINT 42.45, 42.8 FEET EAST OF TRUNK
 DP8554'HIGHWAY 3, 64.3 FEET NORTH OF DRIVEWAYS 6180-6190, 5.0 FEET WEST OF
 DP8554'WITNESS POST.
 DP8554
 DP8554                          STATION RECOVERY (2023)
 DP8554
 DP8554'RECOVERY NOTE BY MN DEPT OF TRANSP 2023 (MJS)
 DP8554'IN INVER GROVE HEIGHTS, 1.8 MI (2.9 KM) NORTH ALONG TRUNK HIGHWAY 3
 DP8554'FROM THE JUNCTION OF TRUNK HIGHWAY 3 AND TRUNK HIGHWAY 55 IN INVER
 DP8554'GROVE HEIGHTS, AT TRUNK HIGHWAY 3 MILE POINT 42.45, 42.8 FT (13.0 M)
 DP8554'EAST OF TRUNK HIGHWAY 3, 64.3 FT (19.6 M) NORTH OF DRIVEWAYS
 DP8554'6180-6190, 5.0 FT (1.5 M) WEST OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DQ5263 ***********************************************************************
 DQ5263  DESIGNATION -  1908 G
 DQ5263  PID         -  DQ5263
 DQ5263  STATE/COUNTY-  MN/DAKOTA
 DQ5263  COUNTRY     -  US
 DQ5263  USGS QUAD   -  SAINT PAUL EAST (2019)
 DQ5263
 DQ5263                         *CURRENT SURVEY CONTROL
 DQ5263  ______________________________________________________________________
 DQ5263* NAD 83(2011) POSITION- 44 53 26.59145(N) 093 04 54.21910(W)   ADJUSTED
 DQ5263* NAD 83(2011) ELLIP HT-   286.159 (meters)        (04/10/17)   ADJUSTED
 DQ5263* NAD 83(2011) EPOCH   -  2010.00
 DQ5263* NAVD 88 ORTHO HEIGHT -   313.667 (meters)     1029.09  (feet) ADJUSTED
 DQ5263  ______________________________________________________________________
 DQ5263  GEOID HEIGHT    -        -27.511 (meters)                     GEOID18
 DQ5263  NAD 83(2011) X  -   -243,339.440 (meters)                     COMP
 DQ5263  NAD 83(2011) Y  - -4,519,827.048 (meters)                     COMP
 DQ5263  NAD 83(2011) Z  -  4,478,954.809 (meters)                     COMP
 DQ5263  LAPLACE CORR    -         -7.23  (seconds)                    DEFLEC18
 DQ5263  DYNAMIC HEIGHT  -        313.661 (meters)     1029.07  (feet) COMP
 DQ5263  MODELED GRAVITY -    980,587.2   (mgal)                       NAVD 88
 DQ5263
 DQ5263  VERT ORDER      -  SECOND    CLASS I
 DQ5263
 DQ5263  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DQ5263  Standards:
 DQ5263         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DQ5263            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DQ5263  -------------------------------------------------------------------
 DQ5263  NETWORK    0.64   1.39           0.30   0.20   0.71     -0.02075238
 DQ5263  -------------------------------------------------------------------
 DQ5263  Click here for local accuracies and other accuracy information.
 DQ5263
 DQ5263.The horizontal coordinates were established by GPS observations
 DQ5263.and adjusted by the MN DEPT OF TRANSP in April 2017.
 DQ5263
 DQ5263.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DQ5263.been affixed to the stable North American tectonic plate. See 
 DQ5263.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DQ5263
 DQ5263.The horizontal coordinates are valid at the epoch date displayed above
 DQ5263.which is a decimal equivalence of Year/Month/Day.
 DQ5263
 DQ5263.The orthometric height was determined by differential leveling and
 DQ5263.adjusted by the NATIONAL GEODETIC SURVEY
 DQ5263.in August 2020.
 DQ5263
 DQ5263.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ5263.GEOID18 height accuracy estimate available here.
 DQ5263
 DQ5263.Click photographs - Photos may exist for this station.
 DQ5263
 DQ5263.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DQ5263
 DQ5263.The Laplace correction was computed from DEFLEC18 derived deflections.
 DQ5263
 DQ5263.The ellipsoidal height was determined by GPS observations
 DQ5263.and is referenced to NAD 83.
 DQ5263
 DQ5263.The dynamic height is computed by dividing the NAVD 88
 DQ5263.geopotential number by the normal gravity value computed on the
 DQ5263.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ5263.degrees latitude (g = 980.6199 gals.).
 DQ5263
 DQ5263.The modeled gravity was interpolated from observed gravity values.
 DQ5263
 DQ5263. The following values were computed from the NAD 83(2011) position.
 DQ5263
 DQ5263;                    North         East     Units Scale Factor Converg.
 DQ5263;SPC MN S     -   310,490.396   872,534.867   MT  0.99994509   +0 38 37.1
 DQ5263;SPC MN S     - 1,018,667.24  2,862,641.48   sFT  0.99994509   +0 38 37.1
 DQ5263;UTM  15      - 4,970,814.125   493,546.388   MT  0.99960051   -0 03 27.6
 DQ5263
 DQ5263!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DQ5263!SPC MN S     -   0.99995514  x   0.99994509  =   0.99990023
 DQ5263!UTM  15      -   0.99995514  x   0.99960051  =   0.99955566
 DQ5263
 DQ5263_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK9354670814(NAD 83)
 DQ5263
 DQ5263                          SUPERSEDED SURVEY CONTROL
 DQ5263
 DQ5263.No superseded survey control is available for this station.
 DQ5263
 DQ5263_MARKER: F = FLANGE-ENCASED ROD
 DQ5263_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DQ5263_STAMPING: 1908 G 2016
 DQ5263_MARK LOGO: MNDT
 DQ5263_PROJECTION: RECESSED 5 CENTIMETERS
 DQ5263_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DQ5263_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ5263_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ5263+SATELLITE: SATELLITE OBSERVATIONS - August 03, 2023
 DQ5263_ROD/PIPE-DEPTH: 5.8 meters
 DQ5263
 DQ5263  HISTORY     - Date     Condition        Report By
 DQ5263  HISTORY     - 20161103 MONUMENTED       MNDT
 DQ5263  HISTORY     - 20230803 GOOD             MNDT
 DQ5263
 DQ5263                          STATION DESCRIPTION
 DQ5263
 DQ5263'DESCRIBED BY MN DEPT OF TRANSP 2016
 DQ5263'IN WEST ST. PAUL, AT THE JUNCTION OF TRUNK HIGHWAY 952A (ROBERT
 DQ5263'STREET) AND WEST MARIE AVENUE IN WEST ST. PAUL, ABOUT 300.0 FEET WEST
 DQ5263'OF ROBERT STREET, 43.0 FEET SOUTH OF WEST MARIE AVENUE, 28.0 FEET WEST
 DQ5263'OF ENTRANCE TO HOLIDAY STORE, 1.5 FEET NORTH OF WITNESS POST.
 DQ5263
 DQ5263                          STATION RECOVERY (2023)
 DQ5263
 DQ5263'RECOVERY NOTE BY MN DEPT OF TRANSP 2023 (MJS)
 DQ5263'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DQ5264 ***********************************************************************
 DQ5264  DESIGNATION -  1908 H
 DQ5264  PID         -  DQ5264
 DQ5264  STATE/COUNTY-  MN/DAKOTA
 DQ5264  COUNTRY     -  US
 DQ5264  USGS QUAD   -  SAINT PAUL EAST (2019)
 DQ5264
 DQ5264                         *CURRENT SURVEY CONTROL
 DQ5264  ______________________________________________________________________
 DQ5264* NAD 83(2011) POSITION- 44 54 05.15546(N) 093 04 54.57411(W)   ADJUSTED
 DQ5264* NAD 83(2011) ELLIP HT-   268.751 (meters)        (04/10/17)   ADJUSTED
 DQ5264* NAD 83(2011) EPOCH   -  2010.00
 DQ5264* NAVD 88 ORTHO HEIGHT -   296.246 (meters)      971.93  (feet) ADJUSTED
 DQ5264  ______________________________________________________________________
 DQ5264  GEOID HEIGHT    -        -27.493 (meters)                     GEOID18
 DQ5264  NAD 83(2011) X  -   -243,301.381 (meters)                     COMP
 DQ5264  NAD 83(2011) Y  - -4,518,975.249 (meters)                     COMP
 DQ5264  NAD 83(2011) Z  -  4,479,785.857 (meters)                     COMP
 DQ5264  LAPLACE CORR    -         -7.12  (seconds)                    DEFLEC18
 DQ5264  DYNAMIC HEIGHT  -        296.240 (meters)      971.91  (feet) COMP
 DQ5264  MODELED GRAVITY -    980,588.6   (mgal)                       NAVD 88
 DQ5264
 DQ5264  VERT ORDER      -  SECOND    CLASS I
 DQ5264
 DQ5264  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DQ5264  Standards:
 DQ5264         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DQ5264            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DQ5264  -------------------------------------------------------------------
 DQ5264  NETWORK    0.54   1.18           0.25   0.18   0.60      0.00651394
 DQ5264  -------------------------------------------------------------------
 DQ5264  Click here for local accuracies and other accuracy information.
 DQ5264
 DQ5264.The horizontal coordinates were established by GPS observations
 DQ5264.and adjusted by the MN DEPT OF TRANSP in April 2017.
 DQ5264
 DQ5264.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DQ5264.been affixed to the stable North American tectonic plate. See 
 DQ5264.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DQ5264
 DQ5264.The horizontal coordinates are valid at the epoch date displayed above
 DQ5264.which is a decimal equivalence of Year/Month/Day.
 DQ5264
 DQ5264.The orthometric height was determined by differential leveling and
 DQ5264.adjusted by the NATIONAL GEODETIC SURVEY
 DQ5264.in August 2020.
 DQ5264
 DQ5264.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ5264.GEOID18 height accuracy estimate available here.
 DQ5264
 DQ5264.Click photographs - Photos may exist for this station.
 DQ5264
 DQ5264.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DQ5264
 DQ5264.The Laplace correction was computed from DEFLEC18 derived deflections.
 DQ5264
 DQ5264.The ellipsoidal height was determined by GPS observations
 DQ5264.and is referenced to NAD 83.
 DQ5264
 DQ5264.The dynamic height is computed by dividing the NAVD 88
 DQ5264.geopotential number by the normal gravity value computed on the
 DQ5264.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ5264.degrees latitude (g = 980.6199 gals.).
 DQ5264
 DQ5264.The modeled gravity was interpolated from observed gravity values.
 DQ5264
 DQ5264. The following values were computed from the NAD 83(2011) position.
 DQ5264
 DQ5264;                    North         East     Units Scale Factor Converg.
 DQ5264;SPC MN S     -   311,680.616   872,513.707   MT  0.99994637   +0 38 36.9
 DQ5264;SPC MN S     - 1,022,572.15  2,862,572.05   sFT  0.99994637   +0 38 36.9
 DQ5264;UTM  15      - 4,972,004.104   493,539.801   MT  0.99960051   -0 03 27.9
 DQ5264
 DQ5264!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DQ5264!SPC MN S     -   0.99995786  x   0.99994637  =   0.99990424
 DQ5264!UTM  15      -   0.99995786  x   0.99960051  =   0.99955839
 DQ5264
 DQ5264_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK9353972004(NAD 83)
 DQ5264
 DQ5264                          SUPERSEDED SURVEY CONTROL
 DQ5264
 DQ5264.No superseded survey control is available for this station.
 DQ5264
 DQ5264_MARKER: F = FLANGE-ENCASED ROD
 DQ5264_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DQ5264_STAMPING: 1908 H 2016
 DQ5264_MARK LOGO: MNDT
 DQ5264_PROJECTION: RECESSED 5 CENTIMETERS
 DQ5264_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DQ5264_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ5264_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ5264+SATELLITE: SATELLITE OBSERVATIONS - August 08, 2023
 DQ5264_ROD/PIPE-DEPTH: 18.6 meters
 DQ5264
 DQ5264  HISTORY     - Date     Condition        Report By
 DQ5264  HISTORY     - 20161005 MONUMENTED       MNDT
 DQ5264  HISTORY     - 20230808 GOOD             MNDT
 DQ5264
 DQ5264                          STATION DESCRIPTION
 DQ5264
 DQ5264'DESCRIBED BY MN DEPT OF TRANSP 2016
 DQ5264'IN WEST ST. PAUL, 0.1 MILE WEST ALONG THOMPSON AVENUE FROM THE
 DQ5264'JUNCTION OF THOMPSON AVENUE AND TRUNK HIGHWAY 952A (ROBERT STREET) IN
 DQ5264'WEST ST. PAUL, 36.0 FEET SOUTH OF THOMPSON AVENUE, ABOUT 350 FEET WEST
 DQ5264'OF SOUTHBOUND TRUNK HIGHWAY 952A, 55.0 FEET EAST OF LIVINGSTON STREET,
 DQ5264'1.5 FEET EAST OF WITNESS POST.
 DQ5264
 DQ5264                          STATION RECOVERY (2023)
 DQ5264
 DQ5264'RECOVERY NOTE BY MN DEPT OF TRANSP 2023 (MJS)
 DQ5264'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DQ5265 ***********************************************************************
 DQ5265  DESIGNATION -  1908 J
 DQ5265  PID         -  DQ5265
 DQ5265  STATE/COUNTY-  MN/DAKOTA
 DQ5265  COUNTRY     -  US
 DQ5265  USGS QUAD   -  SAINT PAUL EAST (2019)
 DQ5265
 DQ5265                         *CURRENT SURVEY CONTROL
 DQ5265  ______________________________________________________________________
 DQ5265* NAD 83(2011) POSITION- 44 54 44.09858(N) 093 04 51.12582(W)   ADJUSTED
 DQ5265* NAD 83(2011) ELLIP HT-   275.939 (meters)        (04/10/17)   ADJUSTED
 DQ5265* NAD 83(2011) EPOCH   -  2010.00
 DQ5265* NAVD 88 ORTHO HEIGHT -   303.425 (meters)      995.49  (feet) ADJUSTED
 DQ5265  ______________________________________________________________________
 DQ5265  GEOID HEIGHT    -        -27.481 (meters)                     GEOID18
 DQ5265  NAD 83(2011) X  -   -243,180.494 (meters)                     COMP
 DQ5265  NAD 83(2011) Y  - -4,518,136.923 (meters)                     COMP
 DQ5265  NAD 83(2011) Z  -  4,480,642.399 (meters)                     COMP
 DQ5265  LAPLACE CORR    -         -7.09  (seconds)                    DEFLEC18
 DQ5265  DYNAMIC HEIGHT  -        303.420 (meters)      995.47  (feet) COMP
 DQ5265  MODELED GRAVITY -    980,589.8   (mgal)                       NAVD 88
 DQ5265
 DQ5265  VERT ORDER      -  SECOND    CLASS I
 DQ5265
 DQ5265  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DQ5265  Standards:
 DQ5265         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DQ5265            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DQ5265  -------------------------------------------------------------------
 DQ5265  NETWORK    0.54   1.20           0.25   0.18   0.61      0.01760229
 DQ5265  -------------------------------------------------------------------
 DQ5265  Click here for local accuracies and other accuracy information.
 DQ5265
 DQ5265.The horizontal coordinates were established by GPS observations
 DQ5265.and adjusted by the MN DEPT OF TRANSP in April 2017.
 DQ5265
 DQ5265.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DQ5265.been affixed to the stable North American tectonic plate. See 
 DQ5265.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DQ5265
 DQ5265.The horizontal coordinates are valid at the epoch date displayed above
 DQ5265.which is a decimal equivalence of Year/Month/Day.
 DQ5265
 DQ5265.The orthometric height was determined by differential leveling and
 DQ5265.adjusted by the NATIONAL GEODETIC SURVEY
 DQ5265.in August 2020.
 DQ5265
 DQ5265.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ5265.GEOID18 height accuracy estimate available here.
 DQ5265
 DQ5265.Click photographs - Photos may exist for this station.
 DQ5265
 DQ5265.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DQ5265
 DQ5265.The Laplace correction was computed from DEFLEC18 derived deflections.
 DQ5265
 DQ5265.The ellipsoidal height was determined by GPS observations
 DQ5265.and is referenced to NAD 83.
 DQ5265
 DQ5265.The dynamic height is computed by dividing the NAVD 88
 DQ5265.geopotential number by the normal gravity value computed on the
 DQ5265.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ5265.degrees latitude (g = 980.6199 gals.).
 DQ5265
 DQ5265.The modeled gravity was interpolated from observed gravity values.
 DQ5265
 DQ5265. The following values were computed from the NAD 83(2011) position.
 DQ5265
 DQ5265;                    North         East     Units Scale Factor Converg.
 DQ5265;SPC MN S     -   312,883.478   872,575.835   MT  0.99994771   +0 38 39.3
 DQ5265;SPC MN S     - 1,026,518.54  2,862,775.89   sFT  0.99994771   +0 38 39.3
 DQ5265;UTM  15      - 4,973,205.699   493,616.621   MT  0.99960050   -0 03 25.5
 DQ5265
 DQ5265!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DQ5265!SPC MN S     -   0.99995674  x   0.99994771  =   0.99990445
 DQ5265!UTM  15      -   0.99995674  x   0.99960050  =   0.99955726
 DQ5265
 DQ5265_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK9361673205(NAD 83)
 DQ5265
 DQ5265                          SUPERSEDED SURVEY CONTROL
 DQ5265
 DQ5265.No superseded survey control is available for this station.
 DQ5265
 DQ5265_MARKER: F = FLANGE-ENCASED ROD
 DQ5265_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DQ5265_STAMPING: 1908 J 2016
 DQ5265_MARK LOGO: MNDT
 DQ5265_PROJECTION: RECESSED 5 CENTIMETERS
 DQ5265_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DQ5265_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ5265_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ5265+SATELLITE: SATELLITE OBSERVATIONS - August 08, 2023
 DQ5265_ROD/PIPE-DEPTH: 21.0 meters
 DQ5265
 DQ5265  HISTORY     - Date     Condition        Report By
 DQ5265  HISTORY     - 20161012 MONUMENTED       MNDT
 DQ5265  HISTORY     - 20230808 GOOD             MNDT
 DQ5265
 DQ5265                          STATION DESCRIPTION
 DQ5265
 DQ5265'DESCRIBED BY MN DEPT OF TRANSP 2016
 DQ5265'IN WEST ST. PAUL, AT THE JUNCTION OF TRUNK HIGHWAY 952A AND BUTLER
 DQ5265'AVENUE IN WEST ST. PAUL, 38.0 FEET WEST OF SOUTHBOUND TRUNK HIGHWAY
 DQ5265'952A, 53.0 FEET SOUTH OF EASTBOUND BUTLER AVENUE, 17.2 FEET WEST OF
 DQ5265'STOP SIGN LIGHT, 13.0 FEET SOUTH OF SOUTH CORNER UTILITIES BOX, 1.5
 DQ5265'FEET EAST OF WITNESS POST.
 DQ5265
 DQ5265                          STATION RECOVERY (2023)
 DQ5265
 DQ5265'RECOVERY NOTE BY MN DEPT OF TRANSP 2023 (MJS)
 DQ5265'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 PP1305 ***********************************************************************
 PP1305  DESIGNATION -  1909 F
 PP1305  PID         -  PP1305
 PP1305  STATE/COUNTY-  MN/DAKOTA
 PP1305  COUNTRY     -  US
 PP1305  USGS QUAD   -  SAINT PAUL SW (2019)
 PP1305
 PP1305                         *CURRENT SURVEY CONTROL
 PP1305  ______________________________________________________________________
 PP1305* NAD 83(2011) POSITION- 44 51 59.91798(N) 093 09 19.93014(W)   ADJUSTED
 PP1305* NAD 83(2011) ELLIP HT-   238.760 (meters)        (01/24/14)   ADJUSTED
 PP1305* NAD 83(2011) EPOCH   -  2010.00
 PP1305* NAVD 88 ORTHO HEIGHT -   266.143 (meters)      873.17  (feet) ADJUSTED
 PP1305  ______________________________________________________________________
 PP1305  GEOID HEIGHT    -        -27.377 (meters)                     GEOID18
 PP1305  NAD 83(2011) X  -   -249,263.771 (meters)                     COMP
 PP1305  NAD 83(2011) Y  - -4,521,361.394 (meters)                     COMP
 PP1305  NAD 83(2011) Z  -  4,477,025.386 (meters)                     COMP
 PP1305  LAPLACE CORR    -         -5.44  (seconds)                    DEFLEC18
 PP1305  DYNAMIC HEIGHT  -        266.135 (meters)      873.14  (feet) COMP
 PP1305  MODELED GRAVITY -    980,577.7   (mgal)                       NAVD 88
 PP1305
 PP1305  VERT ORDER      -  SECOND    CLASS I
 PP1305
 PP1305  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 PP1305  Standards:
 PP1305         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 PP1305            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 PP1305  -------------------------------------------------------------------
 PP1305  NETWORK    1.08   1.31           0.51   0.34   0.67     -0.05195846
 PP1305  -------------------------------------------------------------------
 PP1305  Click here for local accuracies and other accuracy information.
 PP1305
 PP1305.The horizontal coordinates were established by GPS observations
 PP1305.and adjusted by the MN DEPT OF TRANSP in January 2014.
 PP1305
 PP1305.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 PP1305.been affixed to the stable North American tectonic plate. See 
 PP1305.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 PP1305
 PP1305.The horizontal coordinates are valid at the epoch date displayed above
 PP1305.which is a decimal equivalence of Year/Month/Day.
 PP1305
 PP1305.The orthometric height was determined by differential leveling and
 PP1305.adjusted by the NATIONAL GEODETIC SURVEY
 PP1305.in September 2016.
 PP1305
 PP1305.Significant digits in the geoid height do not necessarily reflect accuracy.
 PP1305.GEOID18 height accuracy estimate available here.
 PP1305
 PP1305.Click photographs - Photos may exist for this station.
 PP1305
 PP1305.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 PP1305
 PP1305.The Laplace correction was computed from DEFLEC18 derived deflections.
 PP1305
 PP1305.The ellipsoidal height was determined by GPS observations
 PP1305.and is referenced to NAD 83.
 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. The following values were computed from the NAD 83(2011) position.
 PP1305
 PP1305;                    North         East     Units Scale Factor Converg.
 PP1305;SPC MN S     -   307,752.279   866,732.536   MT  0.99994232   +0 35 30.9
 PP1305;SPC MN S     - 1,009,683.94  2,843,605.00   sFT  0.99994232   +0 35 30.9
 PP1305;UTM  15      - 4,968,148.165   487,712.969   MT  0.99960186   -0 06 35.0
 PP1305
 PP1305!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PP1305!SPC MN S     -   0.99996257  x   0.99994232  =   0.99990489
 PP1305!UTM  15      -   0.99996257  x   0.99960186  =   0.99956444
 PP1305
 PP1305_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK8771268148(NAD 83)
 PP1305
 PP1305                          SUPERSEDED SURVEY CONTROL
 PP1305
 PP1305  NAVD 88 (06/15/91)  266.160  (m)          873.23   (f) SUPERSEDED  2 0
 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
 PP1305.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PP1305.See file dsdata.pdf to determine how the superseded data were derived.
 PP1305
 PP1305_MARKER: DB = BENCH MARK DISK
 PP1305_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 PP1305_STAMPING: NO 1909 F 919 1971
 PP1305_MARK LOGO: MNHD
 PP1305_PROJECTION: RECESSED 46 CENTIMETERS
 PP1305_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 PP1305_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PP1305_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 PP1305+SATELLITE: SATELLITE OBSERVATIONS - August 02, 2023
 PP1305
 PP1305  HISTORY     - Date     Condition        Report By
 PP1305  HISTORY     - 19710401 MONUMENTED       MNHD
 PP1305  HISTORY     - 1977     GOOD             MNDT
 PP1305  HISTORY     - 20021217 MARK NOT FOUND   USPSQD
 PP1305  HISTORY     - 20050111 MARK NOT FOUND   USPSQD
 PP1305  HISTORY     - 20070614 GOOD             MNDT
 PP1305  HISTORY     - 20111228 GOOD             MNDT
 PP1305  HISTORY     - 20121206 GOOD             AE
 PP1305  HISTORY     - 20130528 GOOD             MNDT
 PP1305  HISTORY     - 20140616 GOOD             MNDT
 PP1305  HISTORY     - 20230802 GOOD             MNDT
 PP1305
 PP1305                          STATION DESCRIPTION
 PP1305
 PP1305'DESCRIBED BY MN DEPT OF TRANSP 1977
 PP1305'IN MENDOTA.
 PP1305'IT IS LOCATED 1.7 MILES NORTHWEST ALONG TRUNK HIGHWAY 55 FROM THE
 PP1305'JUNCTION OF TRUNK HIGHWAYS 49 AND 55 AT EAGAN.  IT IS 49.5 FEET
 PP1305'SOUTHWEST OF AND ABOUT LEVEL WITH THE CENTERLINE OF TRUNK HIGHWAY 55,
 PP1305'23.3 FEET NORTHEAST OF THE NORTHEAST RAIL OF THE CHICAGO MILWAUKEE ST.
 PP1305'PAUL AND PACIFIC RAILROAD, 38.0 FEET NORTHWEST OF THE CENTER OF
 PP1305'ENTRANCE TO THE TEMCO MANUFACTURING COMPANY (ONE-STORY BLOCK
 PP1305'BUILDING), 20.0 FEET SOUTHEAST OF A TELEGRAPH POLE, AND 15.3 FEET
 PP1305'SOUTHWEST OF A TELEGRAPH POLE.  IT IS SET IN THE TOP OF A PRECAST
 PP1305'CONCRETE MONUMENT (MAGNETIC) THAT IS BURIED 1 INCH BELOW THE SURFACE
 PP1305'OF THE GROUND, AND IS 0.9 FOOT EAST OF A STEEL WITNESS POST.  CORNER
 PP1305'OF SE 1/4, SEC 34, T28N, R23W.
 PP1305
 PP1305                          STATION RECOVERY (2002)
 PP1305
 PP1305'RECOVERY NOTE BY US POWER SQUADRON 2002 (JRD)
 PP1305'MARK NOT FOUND.
 PP1305
 PP1305                          STATION RECOVERY (2005)
 PP1305
 PP1305'RECOVERY NOTE BY US POWER SQUADRON 2005 (ATD)
 PP1305'MARK NOT FOUND. SPSPS. ATD
 PP1305
 PP1305                          STATION RECOVERY (2007)
 PP1305
 PP1305'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (VWC)
 PP1305'THE MARK IS LOCATED ABOUT 7.2 MI (11.6 KM) EAST-NORTHEAST OF
 PP1305'BLOOMINGTON, 6.2 MI (10.0 KM) SOUTH-SOUTHWEST OF SAINT PAUL AND 5.7 MI
 PP1305'(9.2 KM) WEST-NORTHWEST OF INVER GROVE HEIGHTS.
 PP1305'
 PP1305'TO REACH TO THE MARK GO 1.3 MI (2.1 KM) SOUTH OF THE JUNCTION OF TRUNK
 PP1305'HIGHWAY 55 AND TRUNK HIGHWAY 13 IN MENDOTA, 0.35 MI (0.6 KM) NORTHWEST
 PP1305'OF THE JUNCTION OF TRUNK HIGHWAY 55 AND INTERSTATE HIGHWAY 494, 50 FT
 PP1305'(15.2 M) WEST OF TRUNK HIGHWAY 55, 40.0 FT (12.2 M) EAST OF OLD
 PP1305'RAILROAD BED, 38 FT (11.6 M) NORTH OF OLD TEMPCO MANUFACTURING COMPANY
 PP1305'ENTRANCE, 15 FT (4.6 M) NORTH OF POWER POLE, 1.0 FT (0.3 M) EAST OF A
 PP1305'WITNESS POS.
 PP1305
 PP1305                          STATION RECOVERY (2011)
 PP1305
 PP1305'RECOVERY NOTE BY MN DEPT OF TRANSP 2011 (DJS)
 PP1305'1.3 MILES SOUTH OF JUNCTION OF TRUNK HIGHWAY 55 AND TRUNK HIGHWAY 13
 PP1305'IN MENDOTA, 0.35 MILE NORTHWEST OF JUNCTION OF TRUNK HIGHWAY 55 AND
 PP1305'INTERSTATE HIGHWAY 494, 50 FEET WEST OF TRUNK HIGHWAY 55, 40.0 FEET
 PP1305'EAST OF OLD RAILROAD BED, 38 FEET NORTH OF OLD  TEMPCO MANUFACTURING
 PP1305'COMPANY ENTRANCE, 15 FEET NORTH OF POWER POLE, 1.0 FOOT EAST OF
 PP1305'WITNESS POST.
 PP1305
 PP1305                          STATION RECOVERY (2012)
 PP1305
 PP1305'RECOVERY NOTE BY ANDERSON ENGINEERING OF MINNESOTA 2012
 PP1305'RECOVERED IN GOOD CONDITION.
 PP1305
 PP1305                          STATION RECOVERY (2013)
 PP1305
 PP1305'RECOVERY NOTE BY MN DEPT OF TRANSP 2013 (KMS)
 PP1305'IN MENDOTA, 1.3 MI (2.1 KM) SOUTH ALONG TRUNK HIGHWAY 55  FROM THE
 PP1305'JUNCTION OF TRUNK HIGHWAY 55 AND TRUNK HIGHWAY 13 IN MENDOTA, 0.35 MI
 PP1305'(0.6 KM) NORTHWEST OF THE JUNCTION OF TRUNK HIGHWAY 55 AND INTERSTATE
 PP1305'HIGHWAY 494, 50 FT (15.2 M) WEST OF TRUNK HIGHWAY 55, 40.0 FT (12.2 M)
 PP1305'EAST OF OLD RAILROAD BED, 38 FT (11.6 M) NORTH OF OLD TEMPCO
 PP1305'MANUFACTURING COMPANY ENTRANCE, 15 FT (4.6 M) NORTH OF POWER POLE, 1.0
 PP1305'FT (0.3 M) EAST OF A WITNESS POST.
 PP1305
 PP1305                          STATION RECOVERY (2014)
 PP1305
 PP1305'RECOVERY NOTE BY MN DEPT OF TRANSP 2014 (DAS)
 PP1305'RECOVERED AS DESCRIBED.
 PP1305
 PP1305                          STATION RECOVERY (2023)
 PP1305
 PP1305'RECOVERY NOTE BY MN DEPT OF TRANSP 2023 (MJS)
 PP1305'IN MENDOTA, 1.3 MI (2.1 KM) SOUTH ALONG TRUNK HIGHWAY 55 FROM THE
 PP1305'JUNCTION OF TRUNK HIGHWAY 55 AND TRUNK HIGHWAY 13 IN MENDOTA, 0.35 MI
 PP1305'(0.56 KM) NORTHWEST OF THE JUNCTION OF TRUNK HIGHWAY 55 AND INTERSTATE
 PP1305'HIGHWAY 494, 50.0 FT (15.2 M) WEST OF TRUNK HIGHWAY 55, 40.0 FT (12.2
 PP1305'M) EAST OF AN OLD RAILROAD BED, 38.0 FT (11.6 M) NORTH OF AN OLD
 PP1305'TEMPCO MANUFACTURING COMPANY ENTRANCE, 15.0 FT (4.6 M) NORTH OF A
 PP1305'POWER POLE, 1.0 FT (0.3 M) EAST OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DQ0964 ***********************************************************************
 DQ0964  DESIGNATION -  1909 N RESET
 DQ0964  PID         -  DQ0964
 DQ0964  STATE/COUNTY-  MN/DAKOTA
 DQ0964  COUNTRY     -  US
 DQ0964  USGS QUAD   -  INVER GROVE HEIGHTS (2019)
 DQ0964
 DQ0964                         *CURRENT SURVEY CONTROL
 DQ0964  ______________________________________________________________________
 DQ0964* NAD 83(1986) POSITION- 44 49 51.23   (N) 093 04 16.13   (W)   HD_HELD1
 DQ0964* NAVD 88 ORTHO HEIGHT -   283.292 (meters)      929.43  (feet) ADJUSTED
 DQ0964  ______________________________________________________________________
 DQ0964  GEOID HEIGHT    -        -27.690 (meters)                     GEOID18
 DQ0964  DYNAMIC HEIGHT  -        283.282 (meters)      929.40  (feet) COMP
 DQ0964  MODELED GRAVITY -    980,574.0   (mgal)                       NAVD 88
 DQ0964
 DQ0964  VERT ORDER      -  SECOND    CLASS I
 DQ0964
 DQ0964.The horizontal coordinates were determined by differentially corrected
 DQ0964.hand held GPS observations or other comparable positioning techniques
 DQ0964.and have an estimated accuracy of +/- 3 meters.
 DQ0964
 DQ0964.The orthometric height was determined by differential leveling and
 DQ0964.adjusted by the NATIONAL GEODETIC SURVEY
 DQ0964.in September 2016.
 DQ0964
 DQ0964.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ0964.GEOID18 height accuracy estimate available here.
 DQ0964
 DQ0964.Click photographs - Photos may exist for this station.
 DQ0964
 DQ0964.The dynamic height is computed by dividing the NAVD 88
 DQ0964.geopotential number by the normal gravity value computed on the
 DQ0964.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ0964.degrees latitude (g = 980.6199 gals.).
 DQ0964
 DQ0964.The modeled gravity was interpolated from observed gravity values.
 DQ0964
 DQ0964;                    North         East    Units  Estimated Accuracy
 DQ0964;SPC MN S     -   303,852.6     873,446.1     MT  (+/- 3 meters HH1 GPS) 
 DQ0964
 DQ0964_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK9437664167(NAD 83)
 DQ0964
 DQ0964                          SUPERSEDED SURVEY CONTROL
 DQ0964
 DQ0964.No superseded survey control is available for this station.
 DQ0964
 DQ0964_MARKER: I = METAL ROD
 DQ0964_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 DQ0964+WITH SETTING: INFORMATION.
 DQ0964_STAMPING: 1909 N RESET 2011
 DQ0964_MARK LOGO: MNDT
 DQ0964_PROJECTION: RECESSED 3 CENTIMETERS
 DQ0964_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DQ0964_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DQ0964_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ0964+SATELLITE: SATELLITE OBSERVATIONS - August 02, 2023
 DQ0964_ROD/PIPE-DEPTH: 2.7 meters
 DQ0964
 DQ0964  HISTORY     - Date     Condition        Report By
 DQ0964  HISTORY     - 20110927 MONUMENTED       MNDT
 DQ0964  HISTORY     - 20150408 GOOD             MNDT
 DQ0964  HISTORY     - 20230802 GOOD             MNDT
 DQ0964
 DQ0964                          STATION DESCRIPTION
 DQ0964
 DQ0964'DESCRIBED BY MN DEPT OF TRANSP 2015 (DAS)
 DQ0964'THE STATION IS LOCATED ABOUT 7.9 MI (12.7 KM) SOUTH OF SAINT PAUL, 4.0
 DQ0964'MI (6.4 KM) WEST OF SAINT PAUL PARK AND 1.8 MI (2.9 KM) SOUTHWEST OF
 DQ0964'INVER GROVE HEIGHTS.
 DQ0964'
 DQ0964'TO REACH THE MARK GO 0.8 MI (1.3 KM) EAST-SOUTHEAST ALONG TRUNK
 DQ0964'HIGHWAY 55 FROM THE JUNCTION OF TRUNK HIGHWAY 3 AND TRUNK HIGHWAY 55,
 DQ0964'AT TRUNK HIGHWAY 55 MILE POINT 205.5.
 DQ0964'
 DQ0964'THE MARK IS LOCATED 82.5 FT (25.1 M) NORTH-NORTHEAST OF WESTBOUND
 DQ0964'TRUNK HIGHWAY 55, 16.2 FT (4.9 M) SOUTH-SOUTHWEST OF CYCLONE FENCE,
 DQ0964'32.8 FT (10.0 M) EAST OF CYCLONE FENCE CORNER, 1.3 FT (0.4 M) WEST OF
 DQ0964'A WITNESS POST.
 DQ0964'
 DQ0964'NOTE - THE STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM
 DQ0964'ROD DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION REMOVABLE
 DQ0964'DISK SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH
 DQ0964'PVC PIPE BACK FILLED WITH WASHED SAND.
 DQ0964
 DQ0964                          STATION RECOVERY (2023)
 DQ0964
 DQ0964'RECOVERY NOTE BY MN DEPT OF TRANSP 2023 (MJS)
 DQ0964'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DE8639 ***********************************************************************
 DE8639  DESIGNATION -  1909 P
 DE8639  PID         -  DE8639
 DE8639  STATE/COUNTY-  MN/DAKOTA
 DE8639  COUNTRY     -  US
 DE8639  USGS QUAD   -  INVER GROVE HEIGHTS (2019)
 DE8639
 DE8639                         *CURRENT SURVEY CONTROL
 DE8639  ______________________________________________________________________
 DE8639* NAD 83(1986) POSITION- 44 50 02.86   (N) 093 05 10.54   (W)   HD_HELD1
 DE8639* NAVD 88 ORTHO HEIGHT -   266.673 (meters)      874.91  (feet) ADJUSTED
 DE8639  ______________________________________________________________________
 DE8639  GEOID HEIGHT    -        -27.632 (meters)                     GEOID18
 DE8639  DYNAMIC HEIGHT  -        266.663 (meters)      874.88  (feet) COMP
 DE8639  MODELED GRAVITY -    980,573.9   (mgal)                       NAVD 88
 DE8639
 DE8639  VERT ORDER      -  SECOND    CLASS I
 DE8639
 DE8639.The horizontal coordinates were determined by differentially corrected
 DE8639.hand held GPS observations or other comparable positioning techniques
 DE8639.and have an estimated accuracy of +/- 3 meters.
 DE8639
 DE8639.The orthometric height was determined by differential leveling and
 DE8639.adjusted by the NATIONAL GEODETIC SURVEY
 DE8639.in August 2004.
 DE8639
 DE8639.Significant digits in the geoid height do not necessarily reflect accuracy.
 DE8639.GEOID18 height accuracy estimate available here.
 DE8639
 DE8639.Click photographs - Photos may exist for this station.
 DE8639
 DE8639.The dynamic height is computed by dividing the NAVD 88
 DE8639.geopotential number by the normal gravity value computed on the
 DE8639.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE8639.degrees latitude (g = 980.6199 gals.).
 DE8639
 DE8639.The modeled gravity was interpolated from observed gravity values.
 DE8639
 DE8639;                    North         East    Units  Estimated Accuracy
 DE8639;SPC MN S     -   304,198.1     872,247.1     MT  (+/- 3 meters HH1 GPS) 
 DE8639
 DE8639_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK9318164527(NAD 83)
 DE8639
 DE8639                          SUPERSEDED SURVEY CONTROL
 DE8639
 DE8639.No superseded survey control is available for this station.
 DE8639
 DE8639_MARKER: DV = VERTICAL CONTROL DISK
 DE8639_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DE8639_SP_SET: BRIDGE RAILING
 DE8639_STAMPING: 1909 P 1997
 DE8639_MARK LOGO: MNDT
 DE8639_MAGNETIC: N = NO MAGNETIC MATERIAL
 DE8639_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DE8639_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DE8639+SATELLITE: SATELLITE OBSERVATIONS - August 01, 2023
 DE8639
 DE8639  HISTORY     - Date     Condition        Report By
 DE8639  HISTORY     - 19930401 MONUMENTED       MNDT
 DE8639  HISTORY     - 19971126 GOOD             MNDT
 DE8639  HISTORY     - 20040918 GOOD             USPSQD
 DE8639  HISTORY     - 20051129 GOOD             USPSQD
 DE8639  HISTORY     - 20070703 GOOD             MNDT
 DE8639  HISTORY     - 20141104 GOOD             MNDT
 DE8639  HISTORY     - 20230801 GOOD             MNDT
 DE8639
 DE8639                          STATION DESCRIPTION
 DE8639
 DE8639'DESCRIBED BY MN DEPT OF TRANSP 1997 (WAS)
 DE8639'THE MARK WAS RECOVERED IN GOOD CONDITION.  THE MARK IS 1.2 MI (1.9 KM)
 DE8639'NE OF WESCOTT, IN RAILING AT NE COR OF TH 3 BRDG NO 19045 OVER TH 55,
 DE8639'AT TH 3 MP 123.45, 42.4 FT (12.9 M) EAST OF TH 3 MEDIAN, 29.8 FT (9.1
 DE8639'M) SOUTH OF NORTH END OF RAILING.  THE DISK WAS SET IN BRDG WHEN BUILT
 DE8639'IN 1993 THEN STAMPED IN 1997.
 DE8639
 DE8639                          STATION RECOVERY (2004)
 DE8639
 DE8639'RECOVERY NOTE BY US POWER SQUADRON 2004 (RT)
 DE8639'RECOVERED IN GOOD CONDITION AS DESCRIBED. SPSPS RT.
 DE8639
 DE8639                          STATION RECOVERY (2005)
 DE8639
 DE8639'RECOVERY NOTE BY US POWER SQUADRON 2005 (ATD)
 DE8639'RECOVERED IN GOOD CONDITION.
 DE8639
 DE8639                          STATION RECOVERY (2007)
 DE8639
 DE8639'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (PJG)
 DE8639'THE MARK IS LOCATED ABOUT 7.6 MI (12.2 KM) SOUTH OF SAINT PAUL, 4.7 MI
 DE8639'(7.6 KM) WEST OF SAINT PAUL PARK AND 2.4 MI (3.9 KM) WEST-SOUTHWEST OF
 DE8639'INVER GROVE HEIGHTS.
 DE8639'
 DE8639'TO REACH TO THE MARK GO 1.2 MI (1.9 KM) NORTHEAST OF WESCOTT, IN
 DE8639'RAILING AT NORTHEAST CORNER OF TRUNK HIGHWAY 3 BRIDGE NUMBER 19045
 DE8639'OVER TRUNK HIGHWAY 55, AT TRUNK HIGHWAY 3 MILE POINT 123.45, 42.4 FT
 DE8639'(12.9 M) EAST OF TRUNK HIGHWAY 3 MEDIAN, 29.8 FT (9.1 M) SOUTH OF
 DE8639'NORTH END OF RAILING.
 DE8639
 DE8639                          STATION RECOVERY (2014)
 DE8639
 DE8639'RECOVERY NOTE BY MN DEPT OF TRANSP 2014 (MAS)
 DE8639'1.2 MI (1.9 KM) NORTHEAST OF WESCOTT, IN BRIDGE RAILING IN NORTHEAST
 DE8639'CORNER OF TRUNK HIGHWAY 3 BRIDGE NUMBER 19045 OVER TRUNK HIGHWAY 55,
 DE8639'AT TRUNK HIGHWAY 3 MILE POINT 123.45, 42.4 FT (12.9 M) EAST OF TRUNK
 DE8639'HIGHWAY 3 MEDIAN, 29.8 FT (9.1 M) SOUTH OF NORTH END OF BRIDGE
 DE8639'RAILING, DISK SET IN BRIDGE WHEN BUILT IN 1993 THEN STAMPED IN 1997.
 DE8639
 DE8639                          STATION RECOVERY (2023)
 DE8639
 DE8639'RECOVERY NOTE BY MN DEPT OF TRANSP 2023 (MJS)
 DE8639'THE SURVEY MARK HAS BEEN DEEMED UNSAFE DUE TO FALL RISK AND HAS BEEN
 DE8639'ABANDONED FOR MNDOT GEODETIC USE.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DP9200 ***********************************************************************
 DP9200  DESIGNATION -  1909 Q RESET
 DP9200  PID         -  DP9200
 DP9200  STATE/COUNTY-  MN/DAKOTA
 DP9200  COUNTRY     -  US
 DP9200  USGS QUAD   -  INVER GROVE HEIGHTS (2019)
 DP9200
 DP9200                         *CURRENT SURVEY CONTROL
 DP9200  ______________________________________________________________________
 DP9200* NAD 83(1986) POSITION- 44 50 28.72   (N) 093 06 13.39   (W)   HD_HELD1
 DP9200* NAVD 88 ORTHO HEIGHT -   267.509 (meters)      877.65  (feet) ADJUSTED
 DP9200  ______________________________________________________________________
 DP9200  GEOID HEIGHT    -        -27.558 (meters)                     GEOID18
 DP9200  DYNAMIC HEIGHT  -        267.500 (meters)      877.62  (feet) COMP
 DP9200  MODELED GRAVITY -    980,574.9   (mgal)                       NAVD 88
 DP9200
 DP9200  VERT ORDER      -  SECOND    CLASS I
 DP9200
 DP9200.The horizontal coordinates were determined by differentially corrected
 DP9200.hand held GPS observations or other comparable positioning techniques
 DP9200.and have an estimated accuracy of +/- 3 meters.
 DP9200
 DP9200.The orthometric height was determined by differential leveling and
 DP9200.adjusted by the NATIONAL GEODETIC SURVEY
 DP9200.in September 2016.
 DP9200
 DP9200.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP9200.GEOID18 height accuracy estimate available here.
 DP9200
 DP9200.Click photographs - Photos may exist for this station.
 DP9200
 DP9200.The dynamic height is computed by dividing the NAVD 88
 DP9200.geopotential number by the normal gravity value computed on the
 DP9200.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP9200.degrees latitude (g = 980.6199 gals.).
 DP9200
 DP9200.The modeled gravity was interpolated from observed gravity values.
 DP9200
 DP9200;                    North         East    Units  Estimated Accuracy
 DP9200;SPC MN S     -   304,981.0     870,858.0     MT  (+/- 3 meters HH1 GPS) 
 DP9200
 DP9200_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK9180265327(NAD 83)
 DP9200
 DP9200                          SUPERSEDED SURVEY CONTROL
 DP9200
 DP9200.No superseded survey control is available for this station.
 DP9200
 DP9200_MARKER: I = METAL ROD
 DP9200_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DP9200_STAMPING: 1909 Q RESET 2011
 DP9200_MARK LOGO: MNDT
 DP9200_PROJECTION: RECESSED 20 CENTIMETERS
 DP9200_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DP9200_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DP9200_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP9200+SATELLITE: SATELLITE OBSERVATIONS - August 02, 2023
 DP9200_ROD/PIPE-DEPTH: 9.1 meters
 DP9200
 DP9200  HISTORY     - Date     Condition        Report By
 DP9200  HISTORY     - 20111004 MONUMENTED       MNDT
 DP9200  HISTORY     - 20140924 GOOD             MNDT
 DP9200  HISTORY     - 20230802 GOOD             MNDT
 DP9200
 DP9200                          STATION DESCRIPTION
 DP9200
 DP9200'DESCRIBED BY MN DEPT OF TRANSP 2014 (DDS)
 DP9200'THE STATION IS LOCATED ABOUT 7.1 MI (11.4 KM) SOUTH OF SAINT PAUL, 5.5
 DP9200'MI (8.8 KM) WEST OF SAINT PAUL PARK AND 3.0 MI (4.8 KM) WEST OF INVER
 DP9200'GROVE HEIGHTS.
 DP9200'
 DP9200'TO REACH THE MARK GO 1.05 MI (1.7 KM) EAST-SOUTHEAST ALONG TRUNK
 DP9200'HIGHWAY 55  FROM THE JUNCTION OF TRUNK HIGHWAY 55 AND DODD ROAD IN
 DP9200'EAGAN.
 DP9200'
 DP9200'THE MARK IS LOCATED 103.0 FT (31.4 M) WEST-SOUTHWEST OF POWER POLE,
 DP9200'88.0 FT (26.8 M) SOUTH-SOUTHWEST OF EASTBOUND TRUNK HIGHWAY 55, 38.6
 DP9200'FT (11.8 M) SOUTHEAST OF POWER POLE, 12.0 FT (3.7 M) SOUTH-SOUTHWEST
 DP9200'OF A FENCE, 12.0 FT (3.7 M) NORTHEAST OF A WITNESS POST.
 DP9200'
 DP9200'NOTE - THE STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM
 DP9200'ROD DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION REMOVABLE
 DP9200'DISK SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH
 DP9200'PVC PIPE BACK FILLED WITH WASHED SAND.
 DP9200
 DP9200                          STATION RECOVERY (2023)
 DP9200
 DP9200'RECOVERY NOTE BY MN DEPT OF TRANSP 2023 (MJS)
 DP9200'IN INVER GROVE HEIGHTS, 1.05 MI (1.69 KM) EAST-SOUTHEAST ALONG TRUNK
 DP9200'HIGHWAY 55 FROM THE JUNCTION OF TRUNK HIGHWAY 55 AND DODD ROAD IN
 DP9200'EAGAN, 103.0 FT (31.4 M) WEST-SOUTHWEST OF A POWER POLE, 88.0 FT (26.8
 DP9200'M) SOUTH-SOUTHWEST OF EASTBOUND TRUNK HIGHWAY 55, 38.6 FT (11.8 M)
 DP9200'SOUTHEAST OF A POWER POLE, 12.0 FT (3.7 M) SOUTH-SOUTHWEST OF A FENCE,
 DP9200'12.0 FT (3.7 M) NORTHEAST OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DE8642 ***********************************************************************
 DE8642  DESIGNATION -  1909 R
 DE8642  PID         -  DE8642
 DE8642  STATE/COUNTY-  MN/DAKOTA
 DE8642  COUNTRY     -  US
 DE8642  USGS QUAD   -  INVER GROVE HEIGHTS (2019)
 DE8642
 DE8642                         *CURRENT SURVEY CONTROL
 DE8642  ______________________________________________________________________
 DE8642* NAD 83(1986) POSITION- 44 50 00.33   (N) 093 05 11.83   (W)   HD_HELD1
 DE8642* NAVD 88 ORTHO HEIGHT -   265.028 (meters)      869.51  (feet) ADJUSTED
 DE8642  ______________________________________________________________________
 DE8642  GEOID HEIGHT    -        -27.633 (meters)                     GEOID18
 DE8642  DYNAMIC HEIGHT  -        265.018 (meters)      869.48  (feet) COMP
 DE8642  MODELED GRAVITY -    980,573.7   (mgal)                       NAVD 88
 DE8642
 DE8642  VERT ORDER      -  SECOND    CLASS I
 DE8642
 DE8642.The horizontal coordinates were determined by differentially corrected
 DE8642.hand held GPS observations or other comparable positioning techniques
 DE8642.and have an estimated accuracy of +/- 3 meters.
 DE8642
 DE8642.The orthometric height was determined by differential leveling and
 DE8642.adjusted by the NATIONAL GEODETIC SURVEY
 DE8642.in August 2004.
 DE8642
 DE8642.No vertical observational check was made to the station.
 DE8642
 DE8642.Significant digits in the geoid height do not necessarily reflect accuracy.
 DE8642.GEOID18 height accuracy estimate available here.
 DE8642
 DE8642.Click photographs - Photos may exist for this station.
 DE8642
 DE8642.The dynamic height is computed by dividing the NAVD 88
 DE8642.geopotential number by the normal gravity value computed on the
 DE8642.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE8642.degrees latitude (g = 980.6199 gals.).
 DE8642
 DE8642.The modeled gravity was interpolated from observed gravity values.
 DE8642
 DE8642;                    North         East    Units  Estimated Accuracy
 DE8642;SPC MN S     -   304,119.7     872,219.6     MT  (+/- 3 meters HH1 GPS) 
 DE8642
 DE8642_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK9315364449(NAD 83)
 DE8642
 DE8642                          SUPERSEDED SURVEY CONTROL
 DE8642
 DE8642.No superseded survey control is available for this station.
 DE8642
 DE8642_MARKER: DV = VERTICAL CONTROL DISK
 DE8642_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DE8642_SP_SET: BRIDGE RAILING
 DE8642_STAMPING: 1909 R 1997
 DE8642_MARK LOGO: MNDT
 DE8642_MAGNETIC: N = NO MAGNETIC MATERIAL
 DE8642_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DE8642_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DE8642+SATELLITE: SATELLITE OBSERVATIONS - August 01, 2023
 DE8642
 DE8642  HISTORY     - Date     Condition        Report By
 DE8642  HISTORY     - 19930401 MONUMENTED       MNDT
 DE8642  HISTORY     - 19971126 GOOD             MNDT
 DE8642  HISTORY     - 20040918 GOOD             USPSQD
 DE8642  HISTORY     - 20070703 GOOD             MNDT
 DE8642  HISTORY     - 20141104 GOOD             MNDT
 DE8642  HISTORY     - 20230801 GOOD             MNDT
 DE8642
 DE8642                          STATION DESCRIPTION
 DE8642
 DE8642'DESCRIBED BY MN DEPT OF TRANSP 1997 (WAS)
 DE8642'THE MARK WAS RECOVERED IN GOOD CONDITION.  THE MARK IS 1.2 MI (1.9 KM)
 DE8642'NE OF WESCOTT, AT JCT OF TH 3 AND TH 55, IN RAILING AT SE COR OF TH 3
 DE8642'BRIDGE NO 19045 OVER TH 55, AT TH 3 MP 123.4, 31.6 FT (9.6 M) EAST OF
 DE8642'TH 3, 23.6 FT (7.2 M) NORTH OF SOUTH END OF RAILING.  THE DISK WAS SET
 DE8642'IN BRDG WHEN BUILT IN 1993 THEN STAMPED IN 1997.
 DE8642
 DE8642                          STATION RECOVERY (2004)
 DE8642
 DE8642'RECOVERY NOTE BY US POWER SQUADRON 2004 (RT)
 DE8642'RECOVERED IN GOOD CONDITION AS DESCRIBED. SPSPS RT.
 DE8642
 DE8642                          STATION RECOVERY (2007)
 DE8642
 DE8642'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (PJG)
 DE8642'THE MARK IS LOCATED ABOUT 7.7 MI (12.4 KM) SOUTH OF SAINT PAUL, 4.7 MI
 DE8642'(7.6 KM) WEST OF SAINT PAUL PARK AND 2.4 MI (3.9 KM) WEST-SOUTHWEST OF
 DE8642'INVER GROVE HEIGHTS.
 DE8642'
 DE8642'TO REACH TO THE MARK GO 1.2 MI (1.9 KM) NORTHEAST OF WESCOTT, AT THE
 DE8642'JUNCTION OF TRUNK HIGHWAY 3 AND TRUNK HIGHWAY 55, IN RAILING AT
 DE8642'SOUTHEAST CORNER OF TRUNK HIGHWAY 3 BRIDGE NUMBER 19045 OVER TRUNK
 DE8642'HIGHWAY 55, AT TRUNK HIGHWAY 3 MILE POINT 123.4, 31.6 FT (9.6 M) EAST
 DE8642'OF TRUNK HIGHWAY 3, 23.6 FT (7.2 M) NORTH OF SOUTH END OF RAILING.
 DE8642
 DE8642                          STATION RECOVERY (2014)
 DE8642
 DE8642'RECOVERY NOTE BY MN DEPT OF TRANSP 2014 (MAS)
 DE8642'1.2 MI (1.9 KM) NORTHEAST OF WESCOTT, IN BRIDGE RAILING IN SOUTHEAST
 DE8642'CORNER OF TRUNK HIGHWAY 3 BRIDGE NUMBER 19045 OVER TRUNK HIGHWAY 55,
 DE8642'AT TRUNK HIGHWAY 3 MILE POINT 123.4, 31.6 FT (9.6 M) EAST OF TRUNK
 DE8642'HIGHWAY 3, 23.6 FT (7.2 M) NORTH OF SOUTH END OF BRIDGE RAILING, THE
 DE8642'DISK WAS SET IN BRIDGE WHEN BUILT IN 1993 THEN STAMPED IN 1997.
 DE8642
 DE8642                          STATION RECOVERY (2023)
 DE8642
 DE8642'RECOVERY NOTE BY MN DEPT OF TRANSP 2023 (MJS)
 DE8642'THE SURVEY MARK HAS BEEN DEEMED UNSAFE DUE TO FALL RISK AND HAS BEEN
 DE8642'ABANDONED FOR MNDOT GEODETIC USE.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DO9621 ***********************************************************************
 DO9621  DESIGNATION -  1909 S RESET
 DO9621  PID         -  DO9621
 DO9621  STATE/COUNTY-  MN/DAKOTA
 DO9621  COUNTRY     -  US
 DO9621  USGS QUAD   -  INVER GROVE HEIGHTS (2019)
 DO9621
 DO9621                         *CURRENT SURVEY CONTROL
 DO9621  ______________________________________________________________________
 DO9621* NAD 83(2011) POSITION- 44 50 44.85996(N) 093 07 16.48204(W)   ADJUSTED
 DO9621* NAD 83(2011) ELLIP HT-   232.749 (meters)        (05/18/15)   ADJUSTED
 DO9621* NAD 83(2011) EPOCH   -  2010.00
 DO9621* NAVD 88 ORTHO HEIGHT -   260.256 (meters)      853.86  (feet) ADJUSTED
 DO9621  ______________________________________________________________________
 DO9621  GEOID HEIGHT    -        -27.500 (meters)                     GEOID18
 DO9621  NAD 83(2011) X  -   -246,646.476 (meters)                     COMP
 DO9621  NAD 83(2011) Y  - -4,523,137.382 (meters)                     COMP
 DO9621  NAD 83(2011) Z  -  4,475,378.629 (meters)                     COMP
 DO9621  LAPLACE CORR    -         -6.84  (seconds)                    DEFLEC18
 DO9621  DYNAMIC HEIGHT  -        260.247 (meters)      853.83  (feet) COMP
 DO9621  MODELED GRAVITY -    980,574.9   (mgal)                       NAVD 88
 DO9621
 DO9621  VERT ORDER      -  SECOND    CLASS I
 DO9621
 DO9621  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DO9621  Standards:
 DO9621         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DO9621            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DO9621  -------------------------------------------------------------------
 DO9621  NETWORK    0.83   2.12           0.36   0.32   1.08      0.08327765
 DO9621  -------------------------------------------------------------------
 DO9621  Click here for local accuracies and other accuracy information.
 DO9621
 DO9621.The horizontal coordinates were established by GPS observations
 DO9621.and adjusted by the MN DEPT OF TRANSP in May 2015.
 DO9621
 DO9621.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DO9621.been affixed to the stable North American tectonic plate. See 
 DO9621.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DO9621
 DO9621.The horizontal coordinates are valid at the epoch date displayed above
 DO9621.which is a decimal equivalence of Year/Month/Day.
 DO9621
 DO9621.The orthometric height was determined by differential leveling and
 DO9621.adjusted by the NATIONAL GEODETIC SURVEY
 DO9621.in September 2016.
 DO9621
 DO9621.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO9621.GEOID18 height accuracy estimate available here.
 DO9621
 DO9621.Click photographs - Photos may exist for this station.
 DO9621
 DO9621.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DO9621
 DO9621.The Laplace correction was computed from DEFLEC18 derived deflections.
 DO9621
 DO9621.The ellipsoidal height was determined by GPS observations
 DO9621.and is referenced to NAD 83.
 DO9621
 DO9621.The dynamic height is computed by dividing the NAVD 88
 DO9621.geopotential number by the normal gravity value computed on the
 DO9621.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO9621.degrees latitude (g = 980.6199 gals.).
 DO9621
 DO9621.The modeled gravity was interpolated from observed gravity values.
 DO9621
 DO9621. The following values were computed from the NAD 83(2011) position.
 DO9621
 DO9621;                    North         East     Units Scale Factor Converg.
 DO9621;SPC MN S     -   305,464.134   869,467.148   MT  0.99994007   +0 36 57.4
 DO9621;SPC MN S     - 1,002,176.91  2,852,576.80   sFT  0.99994007   +0 36 57.4
 DO9621;UTM  15      - 4,965,827.498   490,418.441   MT  0.99960113   -0 05 07.8
 DO9621
 DO9621!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DO9621!SPC MN S     -   0.99996351  x   0.99994007  =   0.99990358
 DO9621!UTM  15      -   0.99996351  x   0.99960113  =   0.99956465
 DO9621
 DO9621_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK9041865827(NAD 83)
 DO9621
 DO9621                          SUPERSEDED SURVEY CONTROL
 DO9621
 DO9621.No superseded survey control is available for this station.
 DO9621
 DO9621_MARKER: I = METAL ROD
 DO9621_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DO9621_STAMPING: 1909 S RESET 2011
 DO9621_MARK LOGO: MNDT
 DO9621_PROJECTION: RECESSED 10 CENTIMETERS
 DO9621_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DO9621_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DO9621_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DO9621+SATELLITE: SATELLITE OBSERVATIONS - August 02, 2023
 DO9621_ROD/PIPE-DEPTH: 10.7 meters
 DO9621
 DO9621  HISTORY     - Date     Condition        Report By
 DO9621  HISTORY     - 20111004 MONUMENTED       MNDT
 DO9621  HISTORY     - 20140623 GOOD             MNDT
 DO9621  HISTORY     - 20140805 GOOD             MNDT
 DO9621  HISTORY     - 20230802 GOOD             MNDT
 DO9621
 DO9621                          STATION DESCRIPTION
 DO9621
 DO9621'DESCRIBED BY MN DEPT OF TRANSP 2011 (KMS)
 DO9621'IN EAGAN, 0.1 MILE SOUTHEAST ALONG TRUNK HIGHWAY 55 FROM EAST JUNCTION
 DO9621'OF TRUNK HIGHWAY 55 AND TRUNK HIGHWAY 149 (DODD ROAD), AT TRUNK
 DO9621'HIGHWAY 55 MILEPOINT 202.8, 84.1 FEET NORTHEAST OF WESTBOUND TRUNK
 DO9621'HIGHWAY 55, 53.9 FEET SOUTH OF SOUTHEAST CORNER OF BRICK BUILDING,
 DO9621'21.7 FEET EAST OF POWER POLE WITH 2 GUY WIRES, 1.8 FEET WEST OF
 DO9621'WITNESS POST.
 DO9621
 DO9621                          STATION RECOVERY (2014)
 DO9621
 DO9621'RECOVERY NOTE BY MN DEPT OF TRANSP 2014 (DAS)
 DO9621'RECOVERED AS DESCRIBED.
 DO9621'
 DO9621'NOTE - THE STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM
 DO9621'ROD DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION REMOVABLE
 DO9621'DISK SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH
 DO9621'PVC PIPE BACK FILLED WITH WASHED SAND.
 DO9621
 DO9621                          STATION RECOVERY (2014)
 DO9621
 DO9621'RECOVERY NOTE BY MN DEPT OF TRANSP 2014 (SXS)
 DO9621'IN EAGAN, 0.1 MILE SOUTHEAST ALONG TRUNK HIGHWAY 55 FROM EAST JUNCTION
 DO9621'OF TRUNK HIGHWAY 55 AND TRUNK HIGHWAY 149 (DODD ROAD), AT TRUNK
 DO9621'HIGHWAY 55 MILE POINT 202.8, 84.1 FEET NORTHEAST OF WESTBOUND TRUNK
 DO9621'HIGHWAY 55, 53.9 FEET SOUTH OF SOUTHEAST CORNER OF BRICK BUILDING,
 DO9621'21.7 FEET EAST OF POWER POLE WITH 2 GUY WIRES, 1.8 FEET WEST OF
 DO9621'WITNESS POST.
 DO9621
 DO9621                          STATION RECOVERY (2023)
 DO9621
 DO9621'RECOVERY NOTE BY MN DEPT OF TRANSP 2023 (MJS)
 DO9621'IN EAGAN, 0.1 MI (0.2 KM) SOUTHEAST ALONG TRUNK HIGHWAY 55 FROM THE
 DO9621'EAST JUNCTION OF TRUNK HIGHWAY 55 AND TRUNK HIGHWAY 149 (DODD ROAD),
 DO9621'AT TRUNK HIGHWAY 55 MILE POINT 202.8, 84.1 FT (25.6 M) NORTHEAST OF
 DO9621'WESTBOUND TRUNK HIGHWAY 55, 53.9 FT (16.4 M) SOUTH OF THE SOUTHEAST
 DO9621'CORNER OF A BRICK BUILDING, 21.7 FT (6.6 M) EAST OF A POWER POLE WITH
 DO9621'2 GUY WIRES, 1.8 FT (0.5 M) WEST OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DO9619 ***********************************************************************
 DO9619  DESIGNATION -  1909 T RESET
 DO9619  PID         -  DO9619
 DO9619  STATE/COUNTY-  MN/DAKOTA
 DO9619  COUNTRY     -  US
 DO9619  USGS QUAD   -  SAINT PAUL SW (2019)
 DO9619
 DO9619                         *CURRENT SURVEY CONTROL
 DO9619  ______________________________________________________________________
 DO9619* NAD 83(2011) POSITION- 44 51 12.00952(N) 093 07 50.52840(W)   ADJUSTED
 DO9619* NAD 83(2011) ELLIP HT-   231.752 (meters)        (05/18/15)   ADJUSTED
 DO9619* NAD 83(2011) EPOCH   -  2010.00
 DO9619* NAVD 88 ORTHO HEIGHT -   259.229 (meters)      850.49  (feet) ADJUSTED
 DO9619  ______________________________________________________________________
 DO9619  GEOID HEIGHT    -        -27.459 (meters)                     GEOID18
 DO9619  NAD 83(2011) X  -   -247,360.748 (meters)                     COMP
 DO9619  NAD 83(2011) Y  - -4,522,505.707 (meters)                     COMP
 DO9619  NAD 83(2011) Z  -  4,475,972.116 (meters)                     COMP
 DO9619  LAPLACE CORR    -         -6.65  (seconds)                    DEFLEC18
 DO9619  DYNAMIC HEIGHT  -        259.220 (meters)      850.46  (feet) COMP
 DO9619  MODELED GRAVITY -    980,576.2   (mgal)                       NAVD 88
 DO9619
 DO9619  VERT ORDER      -  SECOND    CLASS I
 DO9619
 DO9619  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DO9619  Standards:
 DO9619         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DO9619            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DO9619  -------------------------------------------------------------------
 DO9619  NETWORK    0.80   2.12           0.36   0.29   1.08      0.08326145
 DO9619  -------------------------------------------------------------------
 DO9619  Click here for local accuracies and other accuracy information.
 DO9619
 DO9619.The horizontal coordinates were established by GPS observations
 DO9619.and adjusted by the MN DEPT OF TRANSP in May 2015.
 DO9619
 DO9619.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DO9619.been affixed to the stable North American tectonic plate. See 
 DO9619.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DO9619
 DO9619.The horizontal coordinates are valid at the epoch date displayed above
 DO9619.which is a decimal equivalence of Year/Month/Day.
 DO9619
 DO9619.The orthometric height was determined by differential leveling and
 DO9619.adjusted by the NATIONAL GEODETIC SURVEY
 DO9619.in September 2016.
 DO9619
 DO9619.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO9619.GEOID18 height accuracy estimate available here.
 DO9619
 DO9619.Click photographs - Photos may exist for this station.
 DO9619
 DO9619.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DO9619
 DO9619.The Laplace correction was computed from DEFLEC18 derived deflections.
 DO9619
 DO9619.The ellipsoidal height was determined by GPS observations
 DO9619.and is referenced to NAD 83.
 DO9619
 DO9619.The dynamic height is computed by dividing the NAVD 88
 DO9619.geopotential number by the normal gravity value computed on the
 DO9619.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO9619.degrees latitude (g = 980.6199 gals.).
 DO9619
 DO9619.The modeled gravity was interpolated from observed gravity values.
 DO9619
 DO9619. The following values were computed from the NAD 83(2011) position.
 DO9619
 DO9619;                    North         East     Units Scale Factor Converg.
 DO9619;SPC MN S     -   306,294.126   868,710.646   MT  0.99994087   +0 36 33.5
 DO9619;SPC MN S     - 1,004,899.98  2,850,094.84   sFT  0.99994087   +0 36 33.5
 DO9619;UTM  15      - 4,966,666.404   489,672.410   MT  0.99960131   -0 05 31.9
 DO9619
 DO9619!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DO9619!SPC MN S     -   0.99996367  x   0.99994087  =   0.99990454
 DO9619!UTM  15      -   0.99996367  x   0.99960131  =   0.99956499
 DO9619
 DO9619_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK8967266666(NAD 83)
 DO9619
 DO9619                          SUPERSEDED SURVEY CONTROL
 DO9619
 DO9619.No superseded survey control is available for this station.
 DO9619
 DO9619_MARKER: I = METAL ROD
 DO9619_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DO9619_STAMPING: 1909 T RESET 2013
 DO9619_MARK LOGO: MNDT
 DO9619_PROJECTION: RECESSED 10 CENTIMETERS
 DO9619_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DO9619_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DO9619_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DO9619+SATELLITE: SATELLITE OBSERVATIONS - August 02, 2023
 DO9619_ROD/PIPE-DEPTH: 12.2 meters
 DO9619
 DO9619  HISTORY     - Date     Condition        Report By
 DO9619  HISTORY     - 20130528 MONUMENTED       MNDT
 DO9619  HISTORY     - 20140623 GOOD             MNDT
 DO9619  HISTORY     - 20140805 GOOD             MNDT
 DO9619  HISTORY     - 20230802 GOOD             MNDT
 DO9619
 DO9619                          STATION DESCRIPTION
 DO9619
 DO9619'DESCRIBED BY MN DEPT OF TRANSP 2013 (KMS)
 DO9619'IN EAGAN, 0.06 MILE NORTHWEST ALONG TRUNK HIGHWAY 55 FROM WEST
 DO9619'JUNCTION OF TRUNK HIGHWAY 55 AND TRUNK HIGHWAY 149 (DODD ROAD) IN
 DO9619'EAGAN, AT TRUNK HIGHWAY 55 MILEPOINT 202.1, 117.0 FEET NORTH-NORTHEAST
 DO9619'OF WESTBOUND TRUNK HIGHWAY 55, 40.0 FEET SOUTHEAST OF SOUTH LEG OF
 DO9619'BRICK SIGN, 2.1 FEET WEST-NORTHWEST OF WITNESS POST.
 DO9619
 DO9619                          STATION RECOVERY (2014)
 DO9619
 DO9619'RECOVERY NOTE BY MN DEPT OF TRANSP 2014 (DAS)
 DO9619'RECOVERED AS DESCRIBED.
 DO9619'
 DO9619'NOTE - THE STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM
 DO9619'ROD DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION REMOVABLE
 DO9619'DISK SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH
 DO9619'PVC PIPE BACK FILLED WITH WASHED SAND.
 DO9619
 DO9619                          STATION RECOVERY (2014)
 DO9619
 DO9619'RECOVERY NOTE BY MN DEPT OF TRANSP 2014 (JXJ)
 DO9619'IN EAGAN, 0.06 MILE NORTHWEST ALONG TRUNK HIGHWAY 55 FROM WEST
 DO9619'JUNCTION OF TRUNK HIGHWAY 55 AND TRUNK HIGHWAY 149 (DODD ROAD) IN
 DO9619'EAGAN, AT TRUNK HIGHWAY 55 MILE POINT 202.1, 117.0 FEET
 DO9619'NORTH-NORTHEAST OF WESTBOUND TRUNK HIGHWAY 55, 40.0 FEET SOUTHEAST OF
 DO9619'SOUTH LEG OF BRICK SIGN, 2.1 FEET WEST-NORTHWEST OF WITNESS POST.
 DO9619
 DO9619                          STATION RECOVERY (2023)
 DO9619
 DO9619'RECOVERY NOTE BY MN DEPT OF TRANSP 2023 (MJS)
 DO9619'IN EAGAN, 0.06 MI (0.10 KM) NORTHWEST ALONG TRUNK HIGHWAY 55 FROM THE
 DO9619'WEST JUNCTION OF TRUNK HIGHWAY 55 AND TRUNK HIGHWAY 149 (DODD ROAD) IN
 DO9619'EAGAN, AT TRUNK HIGHWAY 55 MILE POINT 202.1, 117.0 FT (35.7 M)
 DO9619'NORTH-NORTHEAST OF WESTBOUND TRUNK HIGHWAY 55, 40.0 FT (12.2 M)
 DO9619'SOUTHEAST OF THE SOUTH LEG OF A BRICK SIGN, 2.1 FT (0.6 M)
 DO9619'WEST-NORTHWEST OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DP7379 ***********************************************************************
 DP7379  DESIGNATION -  1909 V
 DP7379  PID         -  DP7379
 DP7379  STATE/COUNTY-  MN/DAKOTA
 DP7379  COUNTRY     -  US
 DP7379  USGS QUAD   -  INVER GROVE HEIGHTS (2019)
 DP7379
 DP7379                         *CURRENT SURVEY CONTROL
 DP7379  ______________________________________________________________________
 DP7379* NAD 83(2011) POSITION- 44 50 30.92681(N) 093 06 13.32254(W)   ADJUSTED
 DP7379* NAD 83(2011) ELLIP HT-   237.103 (meters)        (05/18/15)   ADJUSTED
 DP7379* NAD 83(2011) EPOCH   -  2010.00
 DP7379* NAVD 88 ORTHO HEIGHT -   264.657 (meters)      868.30  (feet) ADJUSTED
 DP7379  ______________________________________________________________________
 DP7379  GEOID HEIGHT    -        -27.557 (meters)                     GEOID18
 DP7379  NAD 83(2011) X  -   -245,278.042 (meters)                     COMP
 DP7379  NAD 83(2011) Y  - -4,523,518.643 (meters)                     COMP
 DP7379  NAD 83(2011) Z  -  4,475,076.731 (meters)                     COMP
 DP7379  LAPLACE CORR    -         -7.39  (seconds)                    DEFLEC18
 DP7379  DYNAMIC HEIGHT  -        264.648 (meters)      868.27  (feet) COMP
 DP7379  MODELED GRAVITY -    980,575.0   (mgal)                       NAVD 88
 DP7379
 DP7379  VERT ORDER      -  SECOND    CLASS I
 DP7379
 DP7379  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DP7379  Standards:
 DP7379         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DP7379            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DP7379  -------------------------------------------------------------------
 DP7379  NETWORK    0.80   2.12           0.34   0.31   1.08     -0.00505306
 DP7379  -------------------------------------------------------------------
 DP7379  Click here for local accuracies and other accuracy information.
 DP7379
 DP7379.The horizontal coordinates were established by GPS observations
 DP7379.and adjusted by the MN DEPT OF TRANSP in May 2015.
 DP7379
 DP7379.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DP7379.been affixed to the stable North American tectonic plate. See 
 DP7379.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DP7379
 DP7379.The horizontal coordinates are valid at the epoch date displayed above
 DP7379.which is a decimal equivalence of Year/Month/Day.
 DP7379
 DP7379.The orthometric height was determined by differential leveling and
 DP7379.adjusted by the NATIONAL GEODETIC SURVEY
 DP7379.in September 2016.
 DP7379
 DP7379.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP7379.GEOID18 height accuracy estimate available here.
 DP7379
 DP7379.Click photographs - Photos may exist for this station.
 DP7379
 DP7379.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DP7379
 DP7379.The Laplace correction was computed from DEFLEC18 derived deflections.
 DP7379
 DP7379.The ellipsoidal height was determined by GPS observations
 DP7379.and is referenced to NAD 83.
 DP7379
 DP7379.The dynamic height is computed by dividing the NAVD 88
 DP7379.geopotential number by the normal gravity value computed on the
 DP7379.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP7379.degrees latitude (g = 980.6199 gals.).
 DP7379
 DP7379.The modeled gravity was interpolated from observed gravity values.
 DP7379
 DP7379. The following values were computed from the NAD 83(2011) position.
 DP7379
 DP7379;                    North         East     Units Scale Factor Converg.
 DP7379;SPC MN S     -   305,049.141   870,858.717   MT  0.99993967   +0 37 41.7
 DP7379;SPC MN S     - 1,000,815.39  2,857,142.31   sFT  0.99993967   +0 37 41.7
 DP7379;UTM  15      - 4,965,395.647   491,804.356   MT  0.99960083   -0 04 23.2
 DP7379
 DP7379!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DP7379!SPC MN S     -   0.99996283  x   0.99993967  =   0.99990250
 DP7379!UTM  15      -   0.99996283  x   0.99960083  =   0.99956367
 DP7379
 DP7379_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK9180465395(NAD 83)
 DP7379
 DP7379                          SUPERSEDED SURVEY CONTROL
 DP7379
 DP7379.No superseded survey control is available for this station.
 DP7379
 DP7379_MARKER: F = FLANGE-ENCASED ROD
 DP7379_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DP7379_STAMPING: 1909 V 2014
 DP7379_MARK LOGO: MNDT
 DP7379_PROJECTION: RECESSED 8 CENTIMETERS
 DP7379_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DP7379_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DP7379_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP7379+SATELLITE: SATELLITE OBSERVATIONS - August 02, 2023
 DP7379_ROD/PIPE-DEPTH: 11.9 meters
 DP7379
 DP7379  HISTORY     - Date     Condition        Report By
 DP7379  HISTORY     - 20140716 MONUMENTED       MNDT
 DP7379  HISTORY     - 20140805 GOOD             MNDT
 DP7379  HISTORY     - 20230802 GOOD             MNDT
 DP7379
 DP7379                          STATION DESCRIPTION
 DP7379
 DP7379'DESCRIBED BY MN DEPT OF TRANSP 2014
 DP7379'IN INVER GROVE HEIGHTS, 0.20 MILE WEST-NORTHWEST ALONG WESTBOUND TRUNK
 DP7379'HIGHWAY 55 FROM THE JUNCTION OF TRUNK HIGHWAY 55 AND COUNTY ROAD 28
 DP7379'AND COUNTY ROAD 63 AND ARGENTA TRAIL WEST IN INVER GROVE HEIGHTS, AT
 DP7379'TRUNK HIGHWAY 55 MILE POINT 203.75, 16.1 FEET NORTHEAST OF WESTBOUND
 DP7379'TRUNK HIGHWAY 55 FOG LINE, 3.3 FEET NORTHEAST OF BACK OF GUARD RAIL,
 DP7379'1.5 FEET NORTHEAST OF WITNESS POST.
 DP7379'
 DP7379'THE STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM ROD
 DP7379'DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION REMOVABLE DISK
 DP7379'SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH PVC
 DP7379'PIPE BACK FILLED WITH WASHED SAND.
 DP7379
 DP7379                          STATION RECOVERY (2014)
 DP7379
 DP7379'RECOVERY NOTE BY MN DEPT OF TRANSP 2014 (MPP)
 DP7379'RECOVERED IN GOOD CONDITION.
 DP7379
 DP7379                          STATION RECOVERY (2023)
 DP7379
 DP7379'RECOVERY NOTE BY MN DEPT OF TRANSP 2023 (MJS)
 DP7379'IN INVER GROVE HEIGHTS, 0.2 MI (0.3 KM) WEST-NORTHWEST ALONG WESTBOUND
 DP7379'TRUNK HIGHWAY 55 FROM THE JUNCTION OF TRUNK HIGHWAY 55 AND COUNTY ROAD
 DP7379'28 AND COUNTY ROAD 63 AND ARGENTA TRAIL WEST IN INVER GROVE HEIGHTS,
 DP7379'AT TRUNK HIGHWAY 55 MILE POINT 203.75, 16.1 FT (4.9 M) NORTHEAST OF A
 DP7379'WESTBOUND TRUNK HIGHWAY 55 FOG LINE, 3.3 FT (1.0 M) NORTHEAST OF THE
 DP7379'BACK OF A GUARD RAIL, 1.5 FT (0.5 M) NORTHEAST OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 PP0638 ***********************************************************************
 PP0638  DESIGNATION -  1910 F
 PP0638  PID         -  PP0638
 PP0638  STATE/COUNTY-  MN/DAKOTA
 PP0638  COUNTRY     -  US
 PP0638  USGS QUAD   -  VERMILLION (2019)
 PP0638
 PP0638                         *CURRENT SURVEY CONTROL
 PP0638  ______________________________________________________________________
 PP0638* NAD 83(1986) POSITION- 44 44 17.93   (N) 092 55 46.61   (W)   HD_HELD1
 PP0638* NAVD 88 ORTHO HEIGHT -   265.419 (meters)      870.80  (feet) ADJUSTED
 PP0638  ______________________________________________________________________
 PP0638  GEOID HEIGHT    -        -28.630 (meters)                     GEOID18
 PP0638  DYNAMIC HEIGHT  -        265.395 (meters)      870.72  (feet) COMP
 PP0638  MODELED GRAVITY -    980,522.1   (mgal)                       NAVD 88
 PP0638
 PP0638  VERT ORDER      -  SECOND    CLASS I
 PP0638
 PP0638.The horizontal coordinates were determined by differentially corrected
 PP0638.hand held GPS observations or other comparable positioning techniques
 PP0638.and have an estimated accuracy of +/- 3 meters.
 PP0638
 PP0638.The orthometric height was determined by differential leveling and
 PP0638.adjusted by the NATIONAL GEODETIC SURVEY
 PP0638.in June 1991.
 PP0638
 PP0638.Significant digits in the geoid height do not necessarily reflect accuracy.
 PP0638.GEOID18 height accuracy estimate available here.
 PP0638
 PP0638.Click photographs - Photos may exist for this station.
 PP0638
 PP0638.The dynamic height is computed by dividing the NAVD 88
 PP0638.geopotential number by the normal gravity value computed on the
 PP0638.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP0638.degrees latitude (g = 980.6199 gals.).
 PP0638
 PP0638.The modeled gravity was interpolated from observed gravity values.
 PP0638
 PP0638;                    North         East    Units  Estimated Accuracy
 PP0638;SPC MN S     -   293,702.5     884,771.5     MT  (+/- 3 meters HH1 GPS) 
 PP0638
 PP0638_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWK0557253883(NAD 83)
 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
 PP0638.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PP0638.See file dsdata.pdf to determine how the superseded data were derived.
 PP0638
 PP0638_MARKER: DB = BENCH MARK DISK
 PP0638_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 PP0638_STAMPING: 1910 F 1970
 PP0638_MARK LOGO: MNHD
 PP0638_PROJECTION: RECESSED 20 CENTIMETERS
 PP0638_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 PP0638_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PP0638_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 PP0638+SATELLITE: SATELLITE OBSERVATIONS - September 22, 2022
 PP0638
 PP0638  HISTORY     - Date     Condition        Report By
 PP0638  HISTORY     - 1970     MONUMENTED       MNHD
 PP0638  HISTORY     - 20020221 GOOD             MNDT
 PP0638  HISTORY     - 20021214 GOOD             USPSQD
 PP0638  HISTORY     - 20070712 GOOD             MNDT
 PP0638  HISTORY     - 20150408 GOOD             MNDT
 PP0638  HISTORY     - 20220922 GOOD             MNDT
 PP0638
 PP0638                          STATION DESCRIPTION
 PP0638
 PP0638'DESCRIBED BY MN HIGHWAY DEPT 1970
 PP0638'3.8 MI W FROM HASTINGS.
 PP0638'MARK IS LOCATED ABOUT 200 FEET WEST OF HORNER AVENUE, 40 FEET SOUTH OF
 PP0638'T.H. 55 CENTERLINE STATION 630 + 62, 7 FEET SOUTH WEST OF A CONCRETE
 PP0638'RETAINING WALL, 1 FOOT NORTH OF A STEEL WITNESS POST, IN TOP OF A 6
 PP0638'FOOT PRE-CAST CONCRETE MONUMENT SET FLUSH WITH THE GROUND.  SW 1/4
 PP0638'SECTION 25, T 115N, R 18W.
 PP0638
 PP0638                          STATION RECOVERY (2002)
 PP0638
 PP0638'RECOVERY NOTE BY MN DEPT OF TRANSP 2002 (WAS)
 PP0638'THE MARK IS 1.8 MI (2.9 KM) WEST OF HASTINGS, 2.35 MI (3.8 KM) WEST
 PP0638'ALONG TRUNK HIGHWAY 55 FROM THE JUNCTION OF TRUNK HIGHWAY 55 AND TRUNK
 PP0638'HIGHWAY 61 IN HASTINGS, AT TRUNK HIGHWAY 55 MILEPOST 216.5.
 PP0638'
 PP0638'170 FT (66.0 M) WEST OF HORNER AVENUE, 54.0 FT (16.5 M) EAST-NORTHEAST
 PP0638'OF T-POLE, 38 FT (11.6 M) SOUTH OF TRUNK HIGHWAY 55, 15.8 FT (4.8 M)
 PP0638'SOUTH-SOUTHWEST OF WEST END OF GUARD RAIL, 7 FT (2.1 M) SOUTHWEST OF
 PP0638'CONCRETE RETAINING WALL, 1 FT (0.3 M) NORTH OF A WITNESS POST, LEVEL
 PP0638'WITH TRUNK HIGHWAY 55 ON BACKSLOPE AND RECESSED 8 INCHES, (0 CM).
 PP0638
 PP0638                          STATION RECOVERY (2002)
 PP0638
 PP0638'RECOVERY NOTE BY US POWER SQUADRON 2002 (JRD)
 PP0638'RECOVERED IN GOOD CONDITION.
 PP0638
 PP0638                          STATION RECOVERY (2007)
 PP0638
 PP0638'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (PJG)
 PP0638'THE MARK IS LOCATED ABOUT 5.4 MI (8.7 KM) EAST-NORTHEAST OF COATES,
 PP0638'4.8 MI (7.7 KM) NORTH-NORTHEAST OF VERMILLION AND 3.8 MI (6.1 KM) WEST
 PP0638'OF HASTINGS.
 PP0638'
 PP0638'TO REACH TO THE MARK GO 1.8 MI (2.9 KM) WEST OF HASTINGS, AT TRUNK
 PP0638'HIGHWAY 55 MILE POINT 216.5, 170 FT (51.8 M) WEST OF HORNER AVENUE,
 PP0638'54.0 FT (16.5 M) EAST-NORTHEAST OF TELEPHONE POLE, 38.0 FT (11.6 M)
 PP0638'SOUTH OF TRUNK HIGHWAY 55, 15.8 FT (4.8 M) SOUTH-SOUTHWEST OF WEST END
 PP0638'OF GUARD RAIL, 7.0 FT (2.1 M) SOUTHWEST OF CONCRETE RETAINING WALL,
 PP0638'1.0 FT (0.3 M) NORTH OF A WITNESS POST.
 PP0638
 PP0638                          STATION RECOVERY (2015)
 PP0638
 PP0638'RECOVERY NOTE BY MN DEPT OF TRANSP 2015 (DAS)
 PP0638'RECOVERED AS DESCRIBED.
 PP0638
 PP0638                          STATION RECOVERY (2022)
 PP0638
 PP0638'RECOVERY NOTE BY MN DEPT OF TRANSP 2022 (MJS)
 PP0638'1.8 MI (2.9 KM) WEST OF HASTINGS, AT TRUNK HIGHWAY 55 MILE POINT
 PP0638'216.5, 170.0 FT (51.8 M) WEST OF HORNER AVENUE, 54.0 FT (16.5 M)
 PP0638'EAST-NORTHEAST OF A TELEPHONE POLE, 38.0 FT (11.6 M) SOUTH OF TRUNK
 PP0638'HIGHWAY 55, 15.8 FT (4.8 M) SOUTH-SOUTHWEST OF THE WEST END OF A GUARD
 PP0638'RAIL, 7.0 FT (2.1 M) SOUTHWEST OF A CONCRETE RETAINING WALL, 1.0 FT
 PP0638'(0.3 M) NORTH OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 PP0637 ***********************************************************************
 PP0637  DESIGNATION -  1910 G
 PP0637  PID         -  PP0637
 PP0637  STATE/COUNTY-  MN/DAKOTA
 PP0637  COUNTRY     -  US
 PP0637  USGS QUAD   -  VERMILLION (2019)
 PP0637
 PP0637                         *CURRENT SURVEY CONTROL
 PP0637  ______________________________________________________________________
 PP0637* NAD 83(1986) POSITION- 44 44 18.51   (N) 092 55 12.82   (W)   HD_HELD1
 PP0637* NAVD 88 ORTHO HEIGHT -   256.676 (meters)      842.11  (feet) ADJUSTED
 PP0637  ______________________________________________________________________
 PP0637  GEOID HEIGHT    -        -28.678 (meters)                     GEOID18
 PP0637  DYNAMIC HEIGHT  -        256.653 (meters)      842.04  (feet) COMP
 PP0637  MODELED GRAVITY -    980,520.0   (mgal)                       NAVD 88
 PP0637
 PP0637  VERT ORDER      -  SECOND    CLASS I
 PP0637
 PP0637.The horizontal coordinates were determined by differentially corrected
 PP0637.hand held GPS observations or other comparable positioning techniques
 PP0637.and have an estimated accuracy of +/- 3 meters.
 PP0637
 PP0637.The orthometric height was determined by differential leveling and
 PP0637.adjusted by the NATIONAL GEODETIC SURVEY
 PP0637.in September 2016.
 PP0637
 PP0637.Significant digits in the geoid height do not necessarily reflect accuracy.
 PP0637.GEOID18 height accuracy estimate available here.
 PP0637
 PP0637.Click photographs - Photos may exist for this station.
 PP0637
 PP0637.The dynamic height is computed by dividing the NAVD 88
 PP0637.geopotential number by the normal gravity value computed on the
 PP0637.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP0637.degrees latitude (g = 980.6199 gals.).
 PP0637
 PP0637.The modeled gravity was interpolated from observed gravity values.
 PP0637
 PP0637;                    North         East    Units  Estimated Accuracy
 PP0637;SPC MN S     -   293,730.2     885,514.6     MT  (+/- 3 meters HH1 GPS) 
 PP0637
 PP0637_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWK0631553902(NAD 83)
 PP0637
 PP0637                          SUPERSEDED SURVEY CONTROL
 PP0637
 PP0637  NAVD 88 (04/07/10)  256.687  (m)          842.15   (f) SUPERSEDED  2 1
 PP0637  NAVD 88 (06/15/91)  256.714  (m)          842.24   (f) SUPERSEDED  2 0
 PP0637  NGVD 29 (??/??/92)  256.666  (m)          842.08   (f) ADJ UNCH    2 0
 PP0637
 PP0637.Superseded values are not recommended for survey control.
 PP0637
 PP0637.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PP0637.See file dsdata.pdf to determine how the superseded data were derived.
 PP0637
 PP0637_MARKER: DB = BENCH MARK DISK
 PP0637_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 PP0637_SP_SET: CULVERT HEADWALL
 PP0637_STAMPING: 1910 G 1970
 PP0637_MARK LOGO: MNHD
 PP0637_MAGNETIC: N = NO MAGNETIC MATERIAL
 PP0637_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PP0637+STABILITY: SURFACE MOTION
 PP0637_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 PP0637+SATELLITE: SATELLITE OBSERVATIONS - September 22, 2022
 PP0637
 PP0637  HISTORY     - Date     Condition        Report By
 PP0637  HISTORY     - 19700401 MONUMENTED       MNHD
 PP0637  HISTORY     - 20020221 GOOD             MNDT
 PP0637  HISTORY     - 20021214 MARK NOT FOUND   USPSQD
 PP0637  HISTORY     - 20070711 GOOD             MNDT
 PP0637  HISTORY     - 20111001 GOOD             MNDT
 PP0637  HISTORY     - 20150408 GOOD             MNDT
 PP0637  HISTORY     - 20220922 GOOD             MNDT
 PP0637
 PP0637                          STATION DESCRIPTION
 PP0637
 PP0637'DESCRIBED BY MN HIGHWAY DEPT 1970
 PP0637'3.3 MI W FROM HASTINGS.
 PP0637'MARK IS LOCATED ABOUT 1 MILE WEST OF JACOB AVENUE IN THE NORTHEAST
 PP0637'CORNER OF A CATTLE PASS UNDER T.H. 55 CENTERLINE STATION 655 + 00. SE
 PP0637'1/4 SECTION 25, T 115N, R 18W.
 PP0637
 PP0637                          STATION RECOVERY (2002)
 PP0637
 PP0637'RECOVERY NOTE BY MN DEPT OF TRANSP 2002 (WAS)
 PP0637'RECOVERED IN GOOD CONDITION.  NOTE--THE MARK IS 300 FT (91.4 M) WEST
 PP0637'OF TH 55 MILEPOST 217, AT TH 55 MP 216.95.
 PP0637
 PP0637                          STATION RECOVERY (2002)
 PP0637
 PP0637'RECOVERY NOTE BY US POWER SQUADRON 2002 (JRD)
 PP0637'MARK NOT FOUND.
 PP0637
 PP0637                          STATION RECOVERY (2007)
 PP0637
 PP0637'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (PJG)
 PP0637'THE MARK IS LOCATED ABOUT 5.8 MI (9.3 KM) EAST-NORTHEAST OF COATES,
 PP0637'5.0 MI (8.0 KM) NORTH-NORTHEAST OF VERMILLION AND 3.4 MI (5.5 KM) WEST
 PP0637'OF HASTINGS.
 PP0637'
 PP0637'TO REACH TO THE MARK GO 1.5 MI (2.4 KM) WEST OF HASTINGS, AT TRUNK
 PP0637'HIGHWAY 55 MILE POINT 216.95, 1.0 MI (1.6 KM) WEST OF JACOB AVENUE, IN
 PP0637'NORTHEAST CORNER OF TRUNK HIGHWAY 55 CATTLE PASS, 300 FT (91.4 M) WEST
 PP0637'OF MILEPOST 217.
 PP0637
 PP0637                          STATION RECOVERY (2011)
 PP0637
 PP0637'RECOVERY NOTE BY MN DEPT OF TRANSP 2011 (WJN)
 PP0637'1.5 MI (2.4 KM) WEST OF HASTINGS, AT TRUNK HIGHWAY 55 MILE POINT
 PP0637'216.95, 1.0 MI (1.6 KM) WEST OF JACOB AVENUE, IN NORTHEAST CORNER OF
 PP0637'TRUNK HIGHWAY 55 CATTLE PASS, 300 FT (91.4 M) WEST OF MILEPOST 217.
 PP0637
 PP0637                          STATION RECOVERY (2015)
 PP0637
 PP0637'RECOVERY NOTE BY MN DEPT OF TRANSP 2015 (DAS)
 PP0637'RECOVERED AS DESCRIBED.
 PP0637
 PP0637                          STATION RECOVERY (2022)
 PP0637
 PP0637'RECOVERY NOTE BY MN DEPT OF TRANSP 2022 (MJS)
 PP0637'1.5 MI (2.4 KM) WEST OF HASTINGS, AT TRUNK HIGHWAY 55 MILE POINT
 PP0637'216.95, 1.0 MI (1.6 KM) WEST OF JACOB AVENUE, IN THE NORTHEAST CORNER
 PP0637'OF A TRUNK HIGHWAY 55 CATTLE PASS, 300.0 FT (91.4 M) WEST OF MILEPOST
 PP0637'217.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DQ0969 ***********************************************************************
 DQ0969  DESIGNATION -  1910 N
 DQ0969  PID         -  DQ0969
 DQ0969  STATE/COUNTY-  MN/DAKOTA
 DQ0969  COUNTRY     -  US
 DQ0969  USGS QUAD   -  INVER GROVE HEIGHTS (2019)
 DQ0969
 DQ0969                         *CURRENT SURVEY CONTROL
 DQ0969  ______________________________________________________________________
 DQ0969* NAD 83(1986) POSITION- 44 45 20.23   (N) 093 00 41.65   (W)   HD_HELD1
 DQ0969* NAVD 88 ORTHO HEIGHT -   271.408 (meters)      890.44  (feet) ADJUSTED
 DQ0969  ______________________________________________________________________
 DQ0969  GEOID HEIGHT    -        -28.189 (meters)                     GEOID18
 DQ0969  DYNAMIC HEIGHT  -        271.390 (meters)      890.39  (feet) COMP
 DQ0969  MODELED GRAVITY -    980,544.7   (mgal)                       NAVD 88
 DQ0969
 DQ0969  VERT ORDER      -  SECOND    CLASS I
 DQ0969
 DQ0969.The horizontal coordinates were determined by differentially corrected
 DQ0969.hand held GPS observations or other comparable positioning techniques
 DQ0969.and have an estimated accuracy of +/- 3 meters.
 DQ0969
 DQ0969.The orthometric height was determined by differential leveling and
 DQ0969.adjusted by the NATIONAL GEODETIC SURVEY
 DQ0969.in September 2016.
 DQ0969
 DQ0969.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ0969.GEOID18 height accuracy estimate available here.
 DQ0969
 DQ0969.Click photographs - Photos may exist for this station.
 DQ0969
 DQ0969.The dynamic height is computed by dividing the NAVD 88
 DQ0969.geopotential number by the normal gravity value computed on the
 DQ0969.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ0969.degrees latitude (g = 980.6199 gals.).
 DQ0969
 DQ0969.The modeled gravity was interpolated from observed gravity values.
 DQ0969
 DQ0969;                    North         East    Units  Estimated Accuracy
 DQ0969;SPC MN S     -   295,543.6     878,258.0     MT  (+/- 3 meters HH1 GPS) 
 DQ0969
 DQ0969_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK9908455803(NAD 83)
 DQ0969
 DQ0969                          SUPERSEDED SURVEY CONTROL
 DQ0969
 DQ0969.No superseded survey control is available for this station.
 DQ0969
 DQ0969_MARKER: DD = SURVEY DISK
 DQ0969_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DQ0969_STAMPING: 1910 N 1982
 DQ0969_MARK LOGO: MNDT
 DQ0969_PROJECTION: FLUSH
 DQ0969_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DQ0969_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ0969_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DQ0969+SATELLITE: SATELLITE OBSERVATIONS - October 20, 2022
 DQ0969_ROD/PIPE-DEPTH: 11.9 meters
 DQ0969
 DQ0969  HISTORY     - Date     Condition        Report By
 DQ0969  HISTORY     - 19820401 MONUMENTED       MNDT
 DQ0969  HISTORY     - 20150408 GOOD             MNDT
 DQ0969  HISTORY     - 20221020 GOOD             MNDT
 DQ0969
 DQ0969                          STATION DESCRIPTION
 DQ0969
 DQ0969'DESCRIBED BY MN DEPT OF TRANSP 2015 (DAS)
 DQ0969'THE STATION IS LOCATED ABOUT 6.1 MI (9.8 KM) NORTH-NORTHWEST OF
 DQ0969'VERMILLION, 6.1 MI (9.8 KM) SOUTH OF SAINT PAUL PARK AND 2.9 MI (4.7
 DQ0969'KM) NORTH-NORTHEAST OF COATES.
 DQ0969'
 DQ0969'TO REACH THE MARK GO 1.3 MI (2.1 KM) SOUTHEAST OF THE JUNCTION OF
 DQ0969'TRUNK HIGHWAY 55 AND TRUNK HIGHWAY 52, IN SOUTHWEST QUADRANT OF
 DQ0969'RAILROAD CROSSING AT TRUNK HIGHWAY 55.
 DQ0969'
 DQ0969'THE MARK IS LOCATED 50 FT (15.2 M) SOUTHWEST OF TRUNK HIGHWAY 55, 65.3
 DQ0969'FT (19.9 M) NORTHWEST OF RAILROAD, 18.7 FT (5.7 M) WEST OF NORTHWEST
 DQ0969'END OF METAL CULVERT AT ENTRANCE, 15 FT (4.6 M) NORTHWEST OF POWER
 DQ0969'POLE, 7 FT (2.1 M) WEST OF POWER POLE, 1.0 FT (0.3 M) NORTHEAST OF A
 DQ0969'WITNESS POST.
 DQ0969
 DQ0969                          STATION RECOVERY (2022)
 DQ0969
 DQ0969'RECOVERY NOTE BY MN DEPT OF TRANSP 2022 (MJS)
 DQ0969'1.3 MI (2.1 KM) SOUTHEAST OF THE JUNCTION OF TRUNK HIGHWAY 55 AND
 DQ0969'TRUNK HIGHWAY 52, IN THE SOUTHWEST QUADRANT OF A RAILROAD CROSSING AT
 DQ0969'TRUNK HIGHWAY 55, 50.0 FT (15.2 M) SOUTHWEST OF TRUNK HIGHWAY 55, 65.3
 DQ0969'FT (19.9 M) NORTHWEST OF A RAILROAD, 18.7 FT (5.7 M) WEST OF THE
 DQ0969'NORTHWEST END OF A METAL CULVERT AT AN ENTRANCE, 15.0 FT (4.6 M)
 DQ0969'NORTHWEST OF A POWER POLE, 7.0 FT (2.1 M) WEST OF A POWER POLE, 1.0 FT
 DQ0969'(0.3 M) NORTHEAST OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DL6765 ***********************************************************************
 DL6765  DESIGNATION -  1910 Q
 DL6765  PID         -  DL6765
 DL6765  STATE/COUNTY-  MN/DAKOTA
 DL6765  COUNTRY     -  US
 DL6765  USGS QUAD   -  VERMILLION (2019)
 DL6765
 DL6765                         *CURRENT SURVEY CONTROL
 DL6765  ______________________________________________________________________
 DL6765* NAD 83(1986) POSITION- 44 44 17.10   (N) 092 54 15.31   (W)   HD_HELD1
 DL6765* NAVD 88 ORTHO HEIGHT -   287.734 (meters)      944.01  (feet) ADJUSTED
 DL6765  ______________________________________________________________________
 DL6765  GEOID HEIGHT    -        -28.766 (meters)                     GEOID18
 DL6765  DYNAMIC HEIGHT  -        287.707 (meters)      943.92  (feet) COMP
 DL6765  MODELED GRAVITY -    980,515.9   (mgal)                       NAVD 88
 DL6765
 DL6765  VERT ORDER      -  SECOND    CLASS I
 DL6765
 DL6765.The horizontal coordinates were determined by differentially corrected
 DL6765.hand held GPS observations or other comparable positioning techniques
 DL6765.and have an estimated accuracy of +/- 3 meters.
 DL6765
 DL6765.The orthometric height was determined by differential leveling and
 DL6765.adjusted by the NATIONAL GEODETIC SURVEY
 DL6765.in April 2010.
 DL6765
 DL6765.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL6765.GEOID18 height accuracy estimate available here.
 DL6765
 DL6765.Click photographs - Photos may exist for this station.
 DL6765
 DL6765.The dynamic height is computed by dividing the NAVD 88
 DL6765.geopotential number by the normal gravity value computed on the
 DL6765.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL6765.degrees latitude (g = 980.6199 gals.).
 DL6765
 DL6765.The modeled gravity was interpolated from observed gravity values.
 DL6765
 DL6765;                    North         East    Units  Estimated Accuracy
 DL6765;SPC MN S     -   293,703.5     886,780.3     MT  (+/- 3 meters HH1 GPS) 
 DL6765
 DL6765_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWK0758053859(NAD 83)
 DL6765
 DL6765                          SUPERSEDED SURVEY CONTROL
 DL6765
 DL6765.No superseded survey control is available for this station.
 DL6765
 DL6765_MARKER: DD = SURVEY DISK
 DL6765_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DL6765_STAMPING: 1910 Q 1997
 DL6765_MARK LOGO: MNDT
 DL6765_PROJECTION: RECESSED 5 CENTIMETERS
 DL6765_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DL6765_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL6765_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL6765+SATELLITE: SATELLITE OBSERVATIONS - September 22, 2022
 DL6765_ROD/PIPE-DEPTH: 5.8 meters
 DL6765
 DL6765  HISTORY     - Date     Condition        Report By
 DL6765  HISTORY     - 1997     MONUMENTED       MNDT
 DL6765  HISTORY     - 20020217 GOOD             MNDT
 DL6765  HISTORY     - 20150408 GOOD             MNDT
 DL6765  HISTORY     - 20220922 GOOD             MNDT
 DL6765
 DL6765                          STATION DESCRIPTION
 DL6765
 DL6765'DESCRIBED BY MN DEPT OF TRANSP 2002 (WAS)
 DL6765'THE MARK IS 2.0 MI (3.2 KM) WEST OF HASTINGS, 2.55 MI (4.10 KM) WEST
 DL6765'ALONG TH 55 FROM JCT OF TH 55 AND TH 61 IN HASTINGS, AT TH 55 MP
 DL6765'217.75, 103.3 FT (31.5 M) SOUTH OF TH 55, 72 FT (21.9 M) WEST OF JACOB
 DL6765'AVE, 16.9 FT (5.2 M) NNW OF TEL PEDESTAL NO 9000 10 010, 6.9 FT (2.1
 DL6765'M) SOUTH OF WIT POST.
 DL6765
 DL6765                          STATION RECOVERY (2015)
 DL6765
 DL6765'RECOVERY NOTE BY MN DEPT OF TRANSP 2015 (DAS)
 DL6765'RECOVERED AS DESCRIBED.
 DL6765
 DL6765                          STATION RECOVERY (2022)
 DL6765
 DL6765'RECOVERY NOTE BY MN DEPT OF TRANSP 2022 (MJS)
 DL6765'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DL6763 ***********************************************************************
 DL6763  DESIGNATION -  1910 S
 DL6763  PID         -  DL6763
 DL6763  STATE/COUNTY-  MN/DAKOTA
 DL6763  COUNTRY     -  US
 DL6763  USGS QUAD   -  HASTINGS (2019)
 DL6763
 DL6763                         *CURRENT SURVEY CONTROL
 DL6763  ______________________________________________________________________
 DL6763* NAD 83(2011) POSITION- 44 44 17.40188(N) 092 52 23.28948(W)   ADJUSTED
 DL6763* NAD 83(2011) ELLIP HT-   216.386 (meters)        (07/20/16)   ADJUSTED
 DL6763* NAD 83(2011) EPOCH   -  2010.00
 DL6763* NAVD 88 ORTHO HEIGHT -   245.346 (meters)      804.94  (feet) ADJUSTED
 DL6763  ______________________________________________________________________
 DL6763  GEOID HEIGHT    -        -28.947 (meters)                     GEOID18
 DL6763  NAD 83(2011) X  -   -227,479.402 (meters)                     COMP
 DL6763  NAD 83(2011) Y  - -4,532,567.632 (meters)                     COMP
 DL6763  NAD 83(2011) Z  -  4,466,878.895 (meters)                     COMP
 DL6763  LAPLACE CORR    -        -15.34  (seconds)                    DEFLEC18
 DL6763  DYNAMIC HEIGHT  -        245.321 (meters)      804.86  (feet) COMP
 DL6763  MODELED GRAVITY -    980,509.0   (mgal)                       NAVD 88
 DL6763
 DL6763  VERT ORDER      -  SECOND    CLASS I
 DL6763
 DL6763  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DL6763  Standards:
 DL6763         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DL6763            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DL6763  -------------------------------------------------------------------
 DL6763  NETWORK    0.52   0.88           0.24   0.17   0.45      0.09781182
 DL6763  -------------------------------------------------------------------
 DL6763  Click here for local accuracies and other accuracy information.
 DL6763
 DL6763.The horizontal coordinates were established by GPS observations
 DL6763.and adjusted by the MN DEPT OF TRANSP in July 2016.
 DL6763
 DL6763.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DL6763.been affixed to the stable North American tectonic plate. See 
 DL6763.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DL6763
 DL6763.The horizontal coordinates are valid at the epoch date displayed above
 DL6763.which is a decimal equivalence of Year/Month/Day.
 DL6763
 DL6763.The orthometric height was determined by differential leveling and
 DL6763.adjusted by the NATIONAL GEODETIC SURVEY
 DL6763.in April 2010.
 DL6763
 DL6763.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL6763.GEOID18 height accuracy estimate available here.
 DL6763
 DL6763.Click photographs - Photos may exist for this station.
 DL6763
 DL6763.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DL6763
 DL6763.The Laplace correction was computed from DEFLEC18 derived deflections.
 DL6763
 DL6763.The ellipsoidal height was determined by GPS observations
 DL6763.and is referenced to NAD 83.
 DL6763
 DL6763.The dynamic height is computed by dividing the NAVD 88
 DL6763.geopotential number by the normal gravity value computed on the
 DL6763.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL6763.degrees latitude (g = 980.6199 gals.).
 DL6763
 DL6763.The modeled gravity was interpolated from observed gravity values.
 DL6763
 DL6763. The following values were computed from the NAD 83(2011) position.
 DL6763
 DL6763;                    North         East     Units Scale Factor Converg.
 DL6763;SPC MN S     -   293,746.292   889,244.368   MT  0.99993055   +0 47 23.5
 DL6763;SPC MN S     -   963,732.63  2,917,462.56   sFT  0.99993055   +0 47 23.5
 DL6763;UTM  15      - 4,953,872.590   510,044.261   MT  0.99960124   +0 05 21.5
 DL6763
 DL6763!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DL6763!SPC MN S     -   0.99996607  x   0.99993055  =   0.99989663
 DL6763!UTM  15      -   0.99996607  x   0.99960124  =   0.99956733
 DL6763
 DL6763_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWK1004453872(NAD 83)
 DL6763
 DL6763                          SUPERSEDED SURVEY CONTROL
 DL6763
 DL6763.No superseded survey control is available for this station.
 DL6763
 DL6763_MARKER: DD = SURVEY DISK
 DL6763_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DL6763_STAMPING: 1910 S 1997
 DL6763_MARK LOGO: MNDT
 DL6763_PROJECTION: RECESSED 5 CENTIMETERS
 DL6763_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DL6763_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL6763_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL6763+SATELLITE: SATELLITE OBSERVATIONS - September 22, 2022
 DL6763_ROD/PIPE-DEPTH: 9.1 meters
 DL6763
 DL6763  HISTORY     - Date     Condition        Report By
 DL6763  HISTORY     - 19971201 MONUMENTED       MNDT
 DL6763  HISTORY     - 19980219 GOOD             MNDT
 DL6763  HISTORY     - 20150408 GOOD             MNDT
 DL6763  HISTORY     - 20160513 GOOD             MNDT
 DL6763  HISTORY     - 20220922 GOOD             MNDT
 DL6763
 DL6763                          STATION DESCRIPTION
 DL6763
 DL6763'DESCRIBED BY MN DEPT OF TRANSP 1998 (WAS)
 DL6763'THE MARK IS AT WEST EDGE OF HASTINGS, 1.05 MI (1.7 KM) WEST ALONG
 DL6763'TRUNK HIGHWAY 55 FROM THE JUNCTION OF TRUNK HIGHWAY 55 AND TRUNK
 DL6763'HIGHWAY 61 IN HASTINGS, AT TRUNK HIGHWAY 55 MILEPOST 219.28.
 DL6763'
 DL6763'28.7 FT (8.7 M) SOUTH OF EASTBOUND TRUNK HIGHWAY 55, 26.7 FT (8.1 M)
 DL6763'NORTH OF FRONTAGE ROAD, 127.5 FT (38.9 M) WEST-SOUTHWEST OF LIGHT
 DL6763'STANDARD, 4.0 FT (1.2 M) EAST OF EAST END OF RETAINING WALL, 3.0 FT
 DL6763'(0.9 M) EAST-NORTHEAST OF A WITNESS POST.
 DL6763
 DL6763                          STATION RECOVERY (2015)
 DL6763
 DL6763'RECOVERY NOTE BY MN DEPT OF TRANSP 2015 (DAS)
 DL6763'RECOVERED AS DESCRIBED.
 DL6763
 DL6763                          STATION RECOVERY (2016)
 DL6763
 DL6763'RECOVERY NOTE BY MN DEPT OF TRANSP 2016 (CJS)
 DL6763'RECOVERED AS DESCRIBED.
 DL6763
 DL6763                          STATION RECOVERY (2022)
 DL6763
 DL6763'RECOVERY NOTE BY MN DEPT OF TRANSP 2022 (MJS)
 DL6763'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DQ0977 ***********************************************************************
 DQ0977  DESIGNATION -  1910 T
 DQ0977  PID         -  DQ0977
 DQ0977  STATE/COUNTY-  MN/DAKOTA
 DQ0977  COUNTRY     -  US
 DQ0977  USGS QUAD   -  VERMILLION (2019)
 DQ0977
 DQ0977                         *CURRENT SURVEY CONTROL
 DQ0977  ______________________________________________________________________
 DQ0977* NAD 83(2011) POSITION- 44 44 17.39742(N) 092 53 51.35984(W)   ADJUSTED
 DQ0977* NAD 83(2011) ELLIP HT-   251.103 (meters)        (07/20/16)   ADJUSTED
 DQ0977* NAD 83(2011) EPOCH   -  2010.00
 DQ0977* NAVD 88 ORTHO HEIGHT -   279.910 (meters)      918.34  (feet) ADJUSTED
 DQ0977  ______________________________________________________________________
 DQ0977  GEOID HEIGHT    -        -28.803 (meters)                     GEOID18
 DQ0977  NAD 83(2011) X  -   -229,415.935 (meters)                     COMP
 DQ0977  NAD 83(2011) Y  - -4,532,494.816 (meters)                     COMP
 DQ0977  NAD 83(2011) Z  -  4,466,903.233 (meters)                     COMP
 DQ0977  LAPLACE CORR    -        -14.54  (seconds)                    DEFLEC18
 DQ0977  DYNAMIC HEIGHT  -        279.883 (meters)      918.25  (feet) COMP
 DQ0977  MODELED GRAVITY -    980,514.4   (mgal)                       NAVD 88
 DQ0977
 DQ0977  VERT ORDER      -  SECOND    CLASS I
 DQ0977
 DQ0977  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DQ0977  Standards:
 DQ0977         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DQ0977            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DQ0977  -------------------------------------------------------------------
 DQ0977  NETWORK    0.52   0.86           0.24   0.17   0.44      0.09456181
 DQ0977  -------------------------------------------------------------------
 DQ0977  Click here for local accuracies and other accuracy information.
 DQ0977
 DQ0977.The horizontal coordinates were established by GPS observations
 DQ0977.and adjusted by the MN DEPT OF TRANSP in July 2016.
 DQ0977
 DQ0977.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DQ0977.been affixed to the stable North American tectonic plate. See 
 DQ0977.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DQ0977
 DQ0977.The horizontal coordinates are valid at the epoch date displayed above
 DQ0977.which is a decimal equivalence of Year/Month/Day.
 DQ0977
 DQ0977.The orthometric height was determined by differential leveling and
 DQ0977.adjusted by the NATIONAL GEODETIC SURVEY
 DQ0977.in September 2016.
 DQ0977
 DQ0977.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ0977.GEOID18 height accuracy estimate available here.
 DQ0977
 DQ0977.Click photographs - Photos may exist for this station.
 DQ0977
 DQ0977.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DQ0977
 DQ0977.The Laplace correction was computed from DEFLEC18 derived deflections.
 DQ0977
 DQ0977.The ellipsoidal height was determined by GPS observations
 DQ0977.and is referenced to NAD 83.
 DQ0977
 DQ0977.The dynamic height is computed by dividing the NAVD 88
 DQ0977.geopotential number by the normal gravity value computed on the
 DQ0977.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ0977.degrees latitude (g = 980.6199 gals.).
 DQ0977
 DQ0977.The modeled gravity was interpolated from observed gravity values.
 DQ0977
 DQ0977. The following values were computed from the NAD 83(2011) position.
 DQ0977
 DQ0977;                    North         East     Units Scale Factor Converg.
 DQ0977;SPC MN S     -   293,719.736   887,307.011   MT  0.99993055   +0 46 21.7
 DQ0977;SPC MN S     -   963,645.50  2,911,106.42   sFT  0.99993055   +0 46 21.7
 DQ0977;UTM  15      - 4,953,869.725   508,107.363   MT  0.99960081   +0 04 19.5
 DQ0977
 DQ0977!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DQ0977!SPC MN S     -   0.99996063  x   0.99993055  =   0.99989118
 DQ0977!UTM  15      -   0.99996063  x   0.99960081  =   0.99956146
 DQ0977
 DQ0977_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWK0810753869(NAD 83)
 DQ0977
 DQ0977                          SUPERSEDED SURVEY CONTROL
 DQ0977
 DQ0977.No superseded survey control is available for this station.
 DQ0977
 DQ0977_MARKER: I = METAL ROD
 DQ0977_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DQ0977_STAMPING: 1910 T 2015
 DQ0977_MARK LOGO: MNDT
 DQ0977_PROJECTION: RECESSED 5 CENTIMETERS
 DQ0977_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DQ0977_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ0977_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ0977+SATELLITE: SATELLITE OBSERVATIONS - September 22, 2022
 DQ0977_ROD/PIPE-DEPTH: 5.8 meters
 DQ0977
 DQ0977  HISTORY     - Date     Condition        Report By
 DQ0977  HISTORY     - 20150506 MONUMENTED       MNDT
 DQ0977  HISTORY     - 20160513 GOOD             MNDT
 DQ0977  HISTORY     - 20220922 GOOD             MNDT
 DQ0977
 DQ0977                          STATION DESCRIPTION
 DQ0977
 DQ0977'DESCRIBED BY MN DEPT OF TRANSP 2015
 DQ0977'THE STATION IS LOCATED ABOUT 6.9 MI (11.1 KM) EAST-NORTHEAST OF
 DQ0977'COATES, 5.6 MI (9.0 KM) NORTHEAST OF VERMILLION AND 2.3 MI (3.7 KM)
 DQ0977'WEST OF HASTINGS.
 DQ0977'
 DQ0977'TO REACH THE MARK GO 2.3 MI (3.7 KM) WEST ALONG TRUNK HIGHWAY 55  FROM
 DQ0977'THE JUNCTION OF TRUNK HIGHWAY 55 AND TRUNK HIGHWAY 61 IN HASTINGS, AT
 DQ0977'TRUNK HIGHWAY 55 MILE POINT 218.15.
 DQ0977'
 DQ0977'THE MARK IS LOCATED 35.9 FT (10.9 M) SOUTH OF TRUNK HIGHWAY 55 FOG
 DQ0977'LINE, 0.4 MI (0.6 KM) WEST OF GENERAL SIEBEN ROAD, 135.0 FT (41.1 M)
 DQ0977'WEST OF HASTINGS POPULATION SIGN, 1.5 FT (0.5 M) NORTH OF A WITNESS
 DQ0977'POST.
 DQ0977'
 DQ0977'NOTE - THE STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM
 DQ0977'ROD DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION REMOVABLE
 DQ0977'DISK SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH
 DQ0977'PVC PIPE BACK FILLED WITH WASHED SAND.
 DQ0977
 DQ0977                          STATION RECOVERY (2016)
 DQ0977
 DQ0977'RECOVERY NOTE BY MN DEPT OF TRANSP 2016 (CJS)
 DQ0977'RECOVERED AS DESCRIBED.
 DQ0977
 DQ0977                          STATION RECOVERY (2022)
 DQ0977
 DQ0977'RECOVERY NOTE BY MN DEPT OF TRANSP 2022 (MJS)
 DQ0977'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DQ0976 ***********************************************************************
 DQ0976  DESIGNATION -  1910 U
 DQ0976  PID         -  DQ0976
 DQ0976  STATE/COUNTY-  MN/DAKOTA
 DQ0976  COUNTRY     -  US
 DQ0976  USGS QUAD   -  VERMILLION (2019)
 DQ0976
 DQ0976                         *CURRENT SURVEY CONTROL
 DQ0976  ______________________________________________________________________
 DQ0976* NAD 83(1986) POSITION- 44 44 17.80   (N) 092 55 20.73   (W)   HD_HELD1
 DQ0976* NAVD 88 ORTHO HEIGHT -   261.324 (meters)      857.36  (feet) ADJUSTED
 DQ0976  ______________________________________________________________________
 DQ0976  GEOID HEIGHT    -        -28.668 (meters)                     GEOID18
 DQ0976  DYNAMIC HEIGHT  -        261.301 (meters)      857.29  (feet) COMP
 DQ0976  MODELED GRAVITY -    980,519.9   (mgal)                       NAVD 88
 DQ0976
 DQ0976  VERT ORDER      -  SECOND    CLASS I
 DQ0976
 DQ0976.The horizontal coordinates were determined by differentially corrected
 DQ0976.hand held GPS observations or other comparable positioning techniques
 DQ0976.and have an estimated accuracy of +/- 3 meters.
 DQ0976
 DQ0976.The orthometric height was determined by differential leveling and
 DQ0976.adjusted by the NATIONAL GEODETIC SURVEY
 DQ0976.in September 2016.
 DQ0976
 DQ0976.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ0976.GEOID18 height accuracy estimate available here.
 DQ0976
 DQ0976.Click photographs - Photos may exist for this station.
 DQ0976
 DQ0976.The dynamic height is computed by dividing the NAVD 88
 DQ0976.geopotential number by the normal gravity value computed on the
 DQ0976.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ0976.degrees latitude (g = 980.6199 gals.).
 DQ0976
 DQ0976.The modeled gravity was interpolated from observed gravity values.
 DQ0976
 DQ0976;                    North         East    Units  Estimated Accuracy
 DQ0976;SPC MN S     -   293,705.9     885,340.9     MT  (+/- 3 meters HH1 GPS) 
 DQ0976
 DQ0976_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWK0614153879(NAD 83)
 DQ0976
 DQ0976                          SUPERSEDED SURVEY CONTROL
 DQ0976
 DQ0976.No superseded survey control is available for this station.
 DQ0976
 DQ0976_MARKER: F = FLANGE-ENCASED ROD
 DQ0976_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DQ0976_STAMPING: 1910 U 2015
 DQ0976_MARK LOGO: MNDT
 DQ0976_PROJECTION: RECESSED 5 CENTIMETERS
 DQ0976_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DQ0976_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ0976_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ0976+SATELLITE: SATELLITE OBSERVATIONS - September 22, 2022
 DQ0976_ROD/PIPE-DEPTH: 19.5 meters
 DQ0976
 DQ0976  HISTORY     - Date     Condition        Report By
 DQ0976  HISTORY     - 20150506 MONUMENTED       MNDT
 DQ0976  HISTORY     - 20220922 GOOD             MNDT
 DQ0976
 DQ0976                          STATION DESCRIPTION
 DQ0976
 DQ0976'DESCRIBED BY MN DEPT OF TRANSP 2015
 DQ0976'THE STATION IS LOCATED ABOUT 5.7 MI (9.2 KM) EAST-NORTHEAST OF COATES,
 DQ0976'5.0 MI (8.0 KM) NORTH-NORTHEAST OF VERMILLION AND 3.5 MI (5.6 KM) WEST
 DQ0976'OF HASTINGS.
 DQ0976'
 DQ0976'TO REACH THE MARK GO 3.4 MI (5.5 KM) WEST ALONG TRUNK HIGHWAY 55 FROM
 DQ0976'THE JUNCTION OF TRUNK HIGHWAY 55 AND TRUNK HIGHWAY 61 IN HASTINGS, AT
 DQ0976'TRUNK HIGHWAY 55 MILE POINT 216.8.
 DQ0976'
 DQ0976'THE MARK IS LOCATED 36.6 FT (11.2 M) SOUTH OF TRUNK HIGHWAY 55 FOG
 DQ0976'LINE, 0.3 MI (0.5 KM) EAST OF HORNER AVENUE, 24.5 FT (7.5 M) EAST OF A
 DQ0976'FIELD ENTRANCE, 1.5 FT (0.5 M) NORTH OF A WITNESS POST.
 DQ0976'
 DQ0976'NOTE - THE STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM
 DQ0976'ROD DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION REMOVABLE
 DQ0976'DISK SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH
 DQ0976'PVC PIPE BACK FILLED WITH WASHED SAND.
 DQ0976
 DQ0976                          STATION RECOVERY (2022)
 DQ0976
 DQ0976'RECOVERY NOTE BY MN DEPT OF TRANSP 2022 (MJS)
 DQ0976'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DQ0973 ***********************************************************************
 DQ0973  DESIGNATION -  1910 V
 DQ0973  PID         -  DQ0973
 DQ0973  STATE/COUNTY-  MN/DAKOTA
 DQ0973  COUNTRY     -  US
 DQ0973  USGS QUAD   -  VERMILLION (2019)
 DQ0973
 DQ0973                         *CURRENT SURVEY CONTROL
 DQ0973  ______________________________________________________________________
 DQ0973* NAD 83(2011) POSITION- 44 44 27.94683(N) 092 56 56.85196(W)   ADJUSTED
 DQ0973* NAD 83(2011) ELLIP HT-   239.663 (meters)        (07/20/16)   ADJUSTED
 DQ0973* NAD 83(2011) EPOCH   -  2010.00
 DQ0973* NAVD 88 ORTHO HEIGHT -   268.194 (meters)      879.90  (feet) ADJUSTED
 DQ0973  ______________________________________________________________________
 DQ0973  GEOID HEIGHT    -        -28.523 (meters)                     GEOID18
 DQ0973  NAD 83(2011) X  -   -233,479.663 (meters)                     COMP
 DQ0973  NAD 83(2011) Y  - -4,532,049.634 (meters)                     COMP
 DQ0973  NAD 83(2011) Z  -  4,467,126.499 (meters)                     COMP
 DQ0973  LAPLACE CORR    -        -12.14  (seconds)                    DEFLEC18
 DQ0973  DYNAMIC HEIGHT  -        268.171 (meters)      879.82  (feet) COMP
 DQ0973  MODELED GRAVITY -    980,526.9   (mgal)                       NAVD 88
 DQ0973
 DQ0973  VERT ORDER      -  SECOND    CLASS I
 DQ0973
 DQ0973  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DQ0973  Standards:
 DQ0973         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DQ0973            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DQ0973  -------------------------------------------------------------------
 DQ0973  NETWORK    0.44   0.74           0.20   0.15   0.38      0.08555443
 DQ0973  -------------------------------------------------------------------
 DQ0973  Click here for local accuracies and other accuracy information.
 DQ0973
 DQ0973.The horizontal coordinates were established by GPS observations
 DQ0973.and adjusted by the MN DEPT OF TRANSP in July 2016.
 DQ0973
 DQ0973.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DQ0973.been affixed to the stable North American tectonic plate. See 
 DQ0973.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DQ0973
 DQ0973.The horizontal coordinates are valid at the epoch date displayed above
 DQ0973.which is a decimal equivalence of Year/Month/Day.
 DQ0973
 DQ0973.The orthometric height was determined by differential leveling and
 DQ0973.adjusted by the NATIONAL GEODETIC SURVEY
 DQ0973.in September 2016.
 DQ0973
 DQ0973.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ0973.GEOID18 height accuracy estimate available here.
 DQ0973
 DQ0973.Click photographs - Photos may exist for this station.
 DQ0973
 DQ0973.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DQ0973
 DQ0973.The Laplace correction was computed from DEFLEC18 derived deflections.
 DQ0973
 DQ0973.The ellipsoidal height was determined by GPS observations
 DQ0973.and is referenced to NAD 83.
 DQ0973
 DQ0973.The dynamic height is computed by dividing the NAVD 88
 DQ0973.geopotential number by the normal gravity value computed on the
 DQ0973.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ0973.degrees latitude (g = 980.6199 gals.).
 DQ0973
 DQ0973.The modeled gravity was interpolated from observed gravity values.
 DQ0973
 DQ0973. The following values were computed from the NAD 83(2011) position.
 DQ0973
 DQ0973;                    North         East     Units Scale Factor Converg.
 DQ0973;SPC MN S     -   293,991.584   883,222.373   MT  0.99993077   +0 44 11.7
 DQ0973;SPC MN S     -   964,537.39  2,897,705.40   sFT  0.99993077   +0 44 11.7
 DQ0973;UTM  15      - 4,954,191.399   504,027.702   MT  0.99960020   +0 02 08.9
 DQ0973
 DQ0973!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DQ0973!SPC MN S     -   0.99996242  x   0.99993077  =   0.99989320
 DQ0973!UTM  15      -   0.99996242  x   0.99960020  =   0.99956264
 DQ0973
 DQ0973_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWK0402754191(NAD 83)
 DQ0973
 DQ0973                          SUPERSEDED SURVEY CONTROL
 DQ0973
 DQ0973.No superseded survey control is available for this station.
 DQ0973
 DQ0973_MARKER: I = METAL ROD
 DQ0973_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DQ0973_STAMPING: 1910 V 2015
 DQ0973_MARK LOGO: MNDT
 DQ0973_PROJECTION: RECESSED 5 CENTIMETERS
 DQ0973_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DQ0973_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ0973_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ0973+SATELLITE: SATELLITE OBSERVATIONS - September 22, 2022
 DQ0973_ROD/PIPE-DEPTH: 11.9 meters
 DQ0973
 DQ0973  HISTORY     - Date     Condition        Report By
 DQ0973  HISTORY     - 20150506 MONUMENTED       MNDT
 DQ0973  HISTORY     - 20160513 GOOD             MNDT
 DQ0973  HISTORY     - 20220922 GOOD             MNDT
 DQ0973
 DQ0973                          STATION DESCRIPTION
 DQ0973
 DQ0973'DESCRIBED BY MN DEPT OF TRANSP 2015
 DQ0973'THE STATION IS LOCATED ABOUT 4.8 MI (7.7 KM) WEST OF HASTINGS, 4.7 MI
 DQ0973'(7.6 KM) NORTH OF VERMILLION AND 4.5 MI (7.2 KM) EAST-NORTHEAST OF
 DQ0973'COATES.
 DQ0973'
 DQ0973'TO REACH THE MARK GO 4.8 MI (7.7 KM) WEST ALONG TRUNK HIGHWAY 55 FROM
 DQ0973'THE JUNCTION OF TRUNK HIGHWAY 55 AND TRUNK HIGHWAY 61 IN HASTINGS, AT
 DQ0973'TRUNK HIGHWAY 55 MILE POINT 215.5.
 DQ0973'
 DQ0973'THE MARK IS LOCATED 82.5 FT (25.1 M) NORTHEAST OF TRUNK HIGHWAY 55 FOG
 DQ0973'LINE, 171.5 FT (52.3 M) SOUTHEAST OF EAST COUNTY ROAD 42 FOG LINE
 DQ0973'(MISSISSIPPI TRAIL ROUTE), 1.5 FT (0.5 M) SOUTHWEST OF A WITNESS POST.
 DQ0973'NOTE - THE STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM
 DQ0973'ROD DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION REMOVABLE
 DQ0973'DISK SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH
 DQ0973'PVC PIPE BACK FILLED WITH WASHED SAND.
 DQ0973
 DQ0973                          STATION RECOVERY (2016)
 DQ0973
 DQ0973'RECOVERY NOTE BY MN DEPT OF TRANSP 2016 (ADT)
 DQ0973'RECOVERED AS DESCRIBED.
 DQ0973
 DQ0973                          STATION RECOVERY (2022)
 DQ0973
 DQ0973'RECOVERY NOTE BY MN DEPT OF TRANSP 2022 (MJS)
 DQ0973'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DQ0970 ***********************************************************************
 DQ0970  DESIGNATION -  1910 X
 DQ0970  PID         -  DQ0970
 DQ0970  STATE/COUNTY-  MN/DAKOTA
 DQ0970  COUNTRY     -  US
 DQ0970  USGS QUAD   -  INVER GROVE HEIGHTS (2019)
 DQ0970
 DQ0970                         *CURRENT SURVEY CONTROL
 DQ0970  ______________________________________________________________________
 DQ0970* NAD 83(2011) POSITION- 44 45 15.19528(N) 093 00 28.91743(W)   ADJUSTED
 DQ0970* NAD 83(2011) ELLIP HT-   241.050 (meters)        (07/20/16)   ADJUSTED
 DQ0970* NAD 83(2011) EPOCH   -  2010.00
 DQ0970* NAVD 88 ORTHO HEIGHT -   269.265 (meters)      883.41  (feet) ADJUSTED
 DQ0970  ______________________________________________________________________
 DQ0970  GEOID HEIGHT    -        -28.209 (meters)                     GEOID18
 DQ0970  NAD 83(2011) X  -   -238,085.210 (meters)                     COMP
 DQ0970  NAD 83(2011) Y  - -4,530,782.796 (meters)                     COMP
 DQ0970  NAD 83(2011) Z  -  4,468,163.357 (meters)                     COMP
 DQ0970  LAPLACE CORR    -        -10.86  (seconds)                    DEFLEC18
 DQ0970  DYNAMIC HEIGHT  -        269.247 (meters)      883.35  (feet) COMP
 DQ0970  MODELED GRAVITY -    980,543.7   (mgal)                       NAVD 88
 DQ0970
 DQ0970  VERT ORDER      -  SECOND    CLASS I
 DQ0970
 DQ0970  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DQ0970  Standards:
 DQ0970         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DQ0970            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DQ0970  -------------------------------------------------------------------
 DQ0970  NETWORK    0.47   0.80           0.22   0.15   0.41      0.08993745
 DQ0970  -------------------------------------------------------------------
 DQ0970  Click here for local accuracies and other accuracy information.
 DQ0970
 DQ0970.The horizontal coordinates were established by GPS observations
 DQ0970.and adjusted by the MN DEPT OF TRANSP in July 2016.
 DQ0970
 DQ0970.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DQ0970.been affixed to the stable North American tectonic plate. See 
 DQ0970.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DQ0970
 DQ0970.The horizontal coordinates are valid at the epoch date displayed above
 DQ0970.which is a decimal equivalence of Year/Month/Day.
 DQ0970
 DQ0970.The orthometric height was determined by differential leveling and
 DQ0970.adjusted by the NATIONAL GEODETIC SURVEY
 DQ0970.in September 2016.
 DQ0970
 DQ0970.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ0970.GEOID18 height accuracy estimate available here.
 DQ0970
 DQ0970.Click photographs - Photos may exist for this station.
 DQ0970
 DQ0970.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DQ0970
 DQ0970.The Laplace correction was computed from DEFLEC18 derived deflections.
 DQ0970
 DQ0970.The ellipsoidal height was determined by GPS observations
 DQ0970.and is referenced to NAD 83.
 DQ0970
 DQ0970.The dynamic height is computed by dividing the NAVD 88
 DQ0970.geopotential number by the normal gravity value computed on the
 DQ0970.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ0970.degrees latitude (g = 980.6199 gals.).
 DQ0970
 DQ0970.The modeled gravity was interpolated from observed gravity values.
 DQ0970
 DQ0970. The following values were computed from the NAD 83(2011) position.
 DQ0970
 DQ0970;                    North         East     Units Scale Factor Converg.
 DQ0970;SPC MN S     -   295,391.576   878,539.856   MT  0.99993175   +0 41 43.1
 DQ0970;SPC MN S     -   969,130.53  2,882,342.84   sFT  0.99993175   +0 41 43.1
 DQ0970;UTM  15      - 4,955,648.080   499,364.206   MT  0.99960000   -0 00 20.4
 DQ0970
 DQ0970!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DQ0970!SPC MN S     -   0.99996221  x   0.99993175  =   0.99989396
 DQ0970!UTM  15      -   0.99996221  x   0.99960000  =   0.99956222
 DQ0970
 DQ0970_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK9936455648(NAD 83)
 DQ0970
 DQ0970                          SUPERSEDED SURVEY CONTROL
 DQ0970
 DQ0970.No superseded survey control is available for this station.
 DQ0970
 DQ0970_MARKER: F = FLANGE-ENCASED ROD
 DQ0970_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DQ0970_STAMPING: 1910 X 2015
 DQ0970_MARK LOGO: MNDT
 DQ0970_PROJECTION: RECESSED 5 CENTIMETERS
 DQ0970_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DQ0970_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ0970_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ0970+SATELLITE: SATELLITE OBSERVATIONS - October 20, 2022
 DQ0970_ROD/PIPE-DEPTH: 18.9 meters
 DQ0970
 DQ0970  HISTORY     - Date     Condition        Report By
 DQ0970  HISTORY     - 20150506 MONUMENTED       MNDT
 DQ0970  HISTORY     - 20160512 GOOD             MNDT
 DQ0970  HISTORY     - 20221020 GOOD             MNDT
 DQ0970
 DQ0970                          STATION DESCRIPTION
 DQ0970
 DQ0970'DESCRIBED BY MN DEPT OF TRANSP 2015
 DQ0970'THE STATION IS LOCATED ABOUT 6.1 MI (9.8 KM) SOUTH OF SAINT PAUL PARK,
 DQ0970'5.9 MI (9.5 KM) NORTH-NORTHWEST OF VERMILLION AND 2.9 MI (4.7 KM)
 DQ0970'NORTH-NORTHEAST OF COATES.
 DQ0970'
 DQ0970'TO REACH THE MARK GO 1.4 MI (2.3 KM) SOUTHEAST ALONG TRUNK HIGHWAY 55
 DQ0970'FROM THE JUNCTION OF TRUNK HIGHWAY 55 AND TRUNK HIGHWAY 52 IN
 DQ0970'ROSEMOUNT, AT TRUNK HIGHWAY 55 MILE POINT 212.3.
 DQ0970'
 DQ0970'THE MARK IS LOCATED 56.0 FT (17.1 M) NORTH-NORTHEAST OF TRUNK HIGHWAY
 DQ0970'55 FOG LINE, 70.5 FT (21.5 M) SOUTHEAST OF ENTRANCE TO ENDRES, 1.5 FT
 DQ0970'(0.5 M) SOUTH-SOUTHWEST OF A WITNESS POST.
 DQ0970'
 DQ0970'NOTE - THE STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM
 DQ0970'ROD DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION REMOVABLE
 DQ0970'DISK SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH
 DQ0970'PVC PIPE BACK FILLED WITH WASHED SAND.
 DQ0970
 DQ0970                          STATION RECOVERY (2016)
 DQ0970
 DQ0970'RECOVERY NOTE BY MN DEPT OF TRANSP 2016 (ADT)
 DQ0970'RECOVERED AS DESCRIBED.
 DQ0970
 DQ0970                          STATION RECOVERY (2022)
 DQ0970
 DQ0970'RECOVERY NOTE BY MN DEPT OF TRANSP 2022 (MJS)
 DQ0970'IN ROSEMOUNT, 1.4 MI (2.3 KM) SOUTHEAST ALONG TRUNK HIGHWAY 55 FROM
 DQ0970'THE JUNCTION OF TRUNK HIGHWAY 55 AND TRUNK HIGHWAY 52 IN ROSEMOUNT, AT
 DQ0970'TRUNK HIGHWAY 55 MILE POINT 212.3, 56.0 FT (17.1 M) NORTH-NORTHEAST OF
 DQ0970'A TRUNK HIGHWAY 55 FOG LINE, 70.5 FT (21.5 M) SOUTHEAST OF AN ENTRANCE
 DQ0970'TO RECONSERVE RECYCLERS, 1.5 FT (0.5 M) SOUTH-SOUTHWEST OF A WITNESS
 DQ0970'POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DK6878 ***********************************************************************
 DK6878  DESIGNATION -  1911 C
 DK6878  PID         -  DK6878
 DK6878  STATE/COUNTY-  MN/DAKOTA
 DK6878  COUNTRY     -  US
 DK6878  USGS QUAD   -  CANNON FALLS (2019)
 DK6878
 DK6878                         *CURRENT SURVEY CONTROL
 DK6878  ______________________________________________________________________
 DK6878* NAD 83(1986) POSITION- 44 32 26.83   (N) 092 59 53.07   (W)   HD_HELD1
 DK6878* NAVD 88 ORTHO HEIGHT -   271.186 (meters)      889.72  (feet) ADJUSTED
 DK6878  ______________________________________________________________________
 DK6878  GEOID HEIGHT    -        -28.955 (meters)                     GEOID18
 DK6878  DYNAMIC HEIGHT  -        271.150 (meters)      889.60  (feet) COMP
 DK6878  MODELED GRAVITY -    980,477.6   (mgal)                       NAVD 88
 DK6878
 DK6878  VERT ORDER      -  SECOND    CLASS I
 DK6878
 DK6878.The horizontal coordinates were determined by differentially corrected
 DK6878.hand held GPS observations or other comparable positioning techniques
 DK6878.and have an estimated accuracy of +/- 3 meters.
 DK6878
 DK6878.The orthometric height was determined by differential leveling and
 DK6878.adjusted by the NATIONAL GEODETIC SURVEY
 DK6878.in December 2008.
 DK6878
 DK6878.Significant digits in the geoid height do not necessarily reflect accuracy.
 DK6878.GEOID18 height accuracy estimate available here.
 DK6878
 DK6878.Click photographs - Photos may exist for this station.
 DK6878
 DK6878.The dynamic height is computed by dividing the NAVD 88
 DK6878.geopotential number by the normal gravity value computed on the
 DK6878.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK6878.degrees latitude (g = 980.6199 gals.).
 DK6878
 DK6878.The modeled gravity was interpolated from observed gravity values.
 DK6878
 DK6878;                    North         East    Units  Estimated Accuracy
 DK6878;SPC MN S     -   271,686.8     879,618.9     MT  (+/- 3 meters HH1 GPS) 
 DK6878
 DK6878_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWK0015231939(NAD 83)
 DK6878
 DK6878                          SUPERSEDED SURVEY CONTROL
 DK6878
 DK6878.No superseded survey control is available for this station.
 DK6878
 DK6878_MARKER: DB = BENCH MARK DISK
 DK6878_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 DK6878_SP_SET: BOX CULVERT
 DK6878_STAMPING: 1911 C 1946
 DK6878_MARK LOGO: MNHD
 DK6878_MAGNETIC: N = NO MAGNETIC MATERIAL
 DK6878_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DK6878+STABILITY: SURFACE MOTION
 DK6878_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DK6878+SATELLITE: SATELLITE OBSERVATIONS - October 06, 2022
 DK6878
 DK6878  HISTORY     - Date     Condition        Report By
 DK6878  HISTORY     - 1946     MONUMENTED       MNHD
 DK6878  HISTORY     - 20051130 GOOD             MNDT
 DK6878  HISTORY     - 20150416 GOOD             MNDT
 DK6878  HISTORY     - 20221006 GOOD             MNDT
 DK6878
 DK6878                          STATION DESCRIPTION
 DK6878
 DK6878'DESCRIBED BY MN DEPT OF TRANSP 2005 (MPP)
 DK6878'THE MARK IS 1.5 MI (2.4 KM) NORTHEAST OF RANDOLPH, 1.2 MI (1.9 KM)
 DK6878'(1.9 KM) NORTH ALONG TRUNK HIGHWAY 56 FROM THE JUNCTION OF TRUNK
 DK6878'HIGHWAY 56 AND COUNTY ROAD 88 AT RANDOLPH, AT TRUNK HIGHWAY 56 MILE
 DK6878'POINT 94.55, 21 FT (6.4 M) EAST OF TRUNK HIGHWAY 56, AT TRUNK HIGHWAY
 DK6878'56 STATION 1007+00, IN SOUTHEAST CORNER OF TRUNK HIGHWAY 56 BOX
 DK6878'CULVERT.
 DK6878
 DK6878                          STATION RECOVERY (2015)
 DK6878
 DK6878'RECOVERY NOTE BY MN DEPT OF TRANSP 2015 (DAS)
 DK6878'RECOVERED AS DESCRIBED.
 DK6878
 DK6878                          STATION RECOVERY (2022)
 DK6878
 DK6878'RECOVERY NOTE BY MN DEPT OF TRANSP 2022 (MJS)
 DK6878'1.5 MI (2.4 KM) NORTHEAST OF RANDOLPH, 1.2 MI (1.9 KM) NORTH ALONG
 DK6878'TRUNK HIGHWAY 56 FROM THE JUNCTION OF TRUNK HIGHWAY 56 AND COUNTY ROAD
 DK6878'88 IN RANDOLPH, AT TRUNK HIGHWAY 56 MILE POINT 94.55, AT TRUNK HIGHWAY
 DK6878'56 STATION 1007+00, 21.0 FT (6.4 M) EAST OF TRUNK HIGHWAY 56, IN THE
 DK6878'SOUTHEAST CORNER OF A TRUNK HIGHWAY 56 BOX CULVERT.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DK6877 ***********************************************************************
 DK6877  DESIGNATION -  1911 D
 DK6877  PID         -  DK6877
 DK6877  STATE/COUNTY-  MN/DAKOTA
 DK6877  COUNTRY     -  US
 DK6877  USGS QUAD   -  CANNON FALLS (2019)
 DK6877
 DK6877                         *CURRENT SURVEY CONTROL
 DK6877  ______________________________________________________________________
 DK6877* NAD 83(1986) POSITION- 44 32 49.47   (N) 092 59 40.35   (W)   HD_HELD1
 DK6877* NAVD 88 ORTHO HEIGHT -   271.181 (meters)      889.70  (feet) ADJUSTED
 DK6877  ______________________________________________________________________
 DK6877  GEOID HEIGHT    -        -28.961 (meters)                     GEOID18
 DK6877  DYNAMIC HEIGHT  -        271.145 (meters)      889.58  (feet) COMP
 DK6877  MODELED GRAVITY -    980,478.0   (mgal)                       NAVD 88
 DK6877
 DK6877  VERT ORDER      -  SECOND    CLASS I
 DK6877
 DK6877.The horizontal coordinates were determined by differentially corrected
 DK6877.hand held GPS observations or other comparable positioning techniques
 DK6877.and have an estimated accuracy of +/- 3 meters.
 DK6877
 DK6877.The orthometric height was determined by differential leveling and
 DK6877.adjusted by the NATIONAL GEODETIC SURVEY
 DK6877.in September 2016.
 DK6877
 DK6877.Significant digits in the geoid height do not necessarily reflect accuracy.
 DK6877.GEOID18 height accuracy estimate available here.
 DK6877
 DK6877.Click photographs - Photos may exist for this station.
 DK6877
 DK6877.The dynamic height is computed by dividing the NAVD 88
 DK6877.geopotential number by the normal gravity value computed on the
 DK6877.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK6877.degrees latitude (g = 980.6199 gals.).
 DK6877
 DK6877.The modeled gravity was interpolated from observed gravity values.
 DK6877
 DK6877;                    North         East    Units  Estimated Accuracy
 DK6877;SPC MN S     -   272,389.0     879,891.1     MT  (+/- 3 meters HH1 GPS) 
 DK6877
 DK6877_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWK0043332638(NAD 83)
 DK6877
 DK6877                          SUPERSEDED SURVEY CONTROL
 DK6877
 DK6877  NAVD 88 (12/08/08)  271.179  (m)          889.69   (f) SUPERSEDED  2 1
 DK6877
 DK6877.Superseded values are not recommended for survey control.
 DK6877
 DK6877.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK6877.See file dsdata.pdf to determine how the superseded data were derived.
 DK6877
 DK6877_MARKER: DB = BENCH MARK DISK
 DK6877_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 DK6877_SP_SET: BOX CULVERT
 DK6877_STAMPING: 1911 D 1946
 DK6877_MARK LOGO: MNHD
 DK6877_MAGNETIC: N = NO MAGNETIC MATERIAL
 DK6877_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DK6877+STABILITY: SURFACE MOTION
 DK6877_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DK6877+SATELLITE: SATELLITE OBSERVATIONS - October 06, 2022
 DK6877
 DK6877  HISTORY     - Date     Condition        Report By
 DK6877  HISTORY     - 1946     MONUMENTED       MNHD
 DK6877  HISTORY     - 20051130 GOOD             MNDT
 DK6877  HISTORY     - 20150416 GOOD             MNDT
 DK6877  HISTORY     - 20221006 GOOD             MNDT
 DK6877
 DK6877                          STATION DESCRIPTION
 DK6877
 DK6877'DESCRIBED BY MN DEPT OF TRANSP 2005 (MPP)
 DK6877'THE MARK IS 2.0 MI (3.2 KM) NORTHEAST OF RANDOLPH, 1.65 MI (2.7 KM)
 DK6877'(2.66 KM) NORTH ALONG TRUNK HIGHWAY 56 FROM THE JUNCTION OF TRUNK
 DK6877'HIGHWAY 56 AND COUNTY ROAD 88 AT RANDOLPH, AT TRUNK HIGHWAY MILE POINT
 DK6877'95.05, 30 FT (9.1 M) EAST OF TRUNK HIGHWAY 56, AT TRUNK HIGHWAY 56
 DK6877'STATION 1032+50, IN SOUTHEAST CORNER OF TRUNK HIGHWAY 56 DOUBLE BOX
 DK6877'CULVERT.
 DK6877
 DK6877                          STATION RECOVERY (2015)
 DK6877
 DK6877'RECOVERY NOTE BY MN DEPT OF TRANSP 2015 (DAS)
 DK6877'RECOVERED AS DESCRIBED.
 DK6877
 DK6877                          STATION RECOVERY (2022)
 DK6877
 DK6877'RECOVERY NOTE BY MN DEPT OF TRANSP 2022 (MJS)
 DK6877'2.0 MI (3.2 KM) NORTHEAST OF RANDOLPH, 1.65 MI (2.65 KM) NORTH ALONG
 DK6877'TRUNK HIGHWAY 56 FROM THE JUNCTION OF TRUNK HIGHWAY 56 AND COUNTY ROAD
 DK6877'88 IN RANDOLPH, AT TRUNK HIGHWAY 56 MILE POINT 95.05, 30.0 FT (9.1 M)
 DK6877'EAST OF TRUNK HIGHWAY 56, AT TRUNK HIGHWAY 56 STATION 1032+50, IN THE
 DK6877'SOUTHEAST CORNER OF A TRUNK HIGHWAY 56 DOUBLE BOX CULVERT, 1.8 FT (0.5
 DK6877'M) NORTH OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DK6876 ***********************************************************************
 DK6876  DESIGNATION -  1911 E
 DK6876  PID         -  DK6876
 DK6876  STATE/COUNTY-  MN/DAKOTA
 DK6876  COUNTRY     -  US
 DK6876  USGS QUAD   -  CANNON FALLS (2019)
 DK6876
 DK6876                         *CURRENT SURVEY CONTROL
 DK6876  ______________________________________________________________________
 DK6876* NAD 83(1986) POSITION- 44 33 30.99   (N) 092 59 41.05   (W)   HD_HELD1
 DK6876* NAVD 88 ORTHO HEIGHT -   271.996 (meters)      892.37  (feet) ADJUSTED
 DK6876  ______________________________________________________________________
 DK6876  GEOID HEIGHT    -        -28.942 (meters)                     GEOID18
 DK6876  DYNAMIC HEIGHT  -        271.960 (meters)      892.26  (feet) COMP
 DK6876  MODELED GRAVITY -    980,479.4   (mgal)                       NAVD 88
 DK6876
 DK6876  VERT ORDER      -  SECOND    CLASS I
 DK6876
 DK6876.The horizontal coordinates were determined by differentially corrected
 DK6876.hand held GPS observations or other comparable positioning techniques
 DK6876.and have an estimated accuracy of +/- 3 meters.
 DK6876
 DK6876.The orthometric height was determined by differential leveling and
 DK6876.adjusted by the NATIONAL GEODETIC SURVEY
 DK6876.in September 2016.
 DK6876
 DK6876.Significant digits in the geoid height do not necessarily reflect accuracy.
 DK6876.GEOID18 height accuracy estimate available here.
 DK6876
 DK6876.Click photographs - Photos may exist for this station.
 DK6876
 DK6876.The dynamic height is computed by dividing the NAVD 88
 DK6876.geopotential number by the normal gravity value computed on the
 DK6876.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK6876.degrees latitude (g = 980.6199 gals.).
 DK6876
 DK6876.The modeled gravity was interpolated from observed gravity values.
 DK6876
 DK6876;                    North         East    Units  Estimated Accuracy
 DK6876;SPC MN S     -   273,670.2     879,859.9     MT  (+/- 3 meters HH1 GPS) 
 DK6876
 DK6876_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWK0041833919(NAD 83)
 DK6876
 DK6876                          SUPERSEDED SURVEY CONTROL
 DK6876
 DK6876  NAVD 88 (12/08/08)  271.989  (m)          892.35   (f) SUPERSEDED  2 1
 DK6876
 DK6876.Superseded values are not recommended for survey control.
 DK6876
 DK6876.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK6876.See file dsdata.pdf to determine how the superseded data were derived.
 DK6876
 DK6876_MARKER: DB = BENCH MARK DISK
 DK6876_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 DK6876_SP_SET: BOX CULVERT
 DK6876_STAMPING: 1911 E 1946
 DK6876_MARK LOGO: MNHD
 DK6876_MAGNETIC: N = NO MAGNETIC MATERIAL
 DK6876_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DK6876+STABILITY: SURFACE MOTION
 DK6876_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DK6876+SATELLITE: SATELLITE OBSERVATIONS - October 06, 2022
 DK6876
 DK6876  HISTORY     - Date     Condition        Report By
 DK6876  HISTORY     - 1946     MONUMENTED       MNHD
 DK6876  HISTORY     - 20051130 GOOD             MNDT
 DK6876  HISTORY     - 20150416 GOOD             MNDT
 DK6876  HISTORY     - 20221006 GOOD             MNDT
 DK6876
 DK6876                          STATION DESCRIPTION
 DK6876
 DK6876'DESCRIBED BY MN DEPT OF TRANSP 2005 (MPP)
 DK6876'THE MARK IS 3.7 MI (6.0 KM) SOUTH OF HAMPTON, 3.0 MI (4.8 KM) SOUTH
 DK6876'ALONG TRUNK HIGHWAY 56 FROM THE JUNCTION OF TRUNK HIGHWAY 56 AND TRUNK
 DK6876'HIGHWAY 52, AT TRUNK HIGHWAY MILE POINT 95.85, 19.5 FT (5.9 M) (5.9 M)
 DK6876'EAST OF TRUNK HIGHWAY 56, AT TRUNK HIGHWAY 56 STATION 1074+25, 2.5 FT
 DK6876'(0.8 M) EAST OF GUARDRAIL, IN SOUTHEAST CORNER OF TRUNK HIGHWAY 56
 DK6876'DOUBLE BOX CULVERT.
 DK6876
 DK6876                          STATION RECOVERY (2015)
 DK6876
 DK6876'RECOVERY NOTE BY MN DEPT OF TRANSP 2015 (DAS)
 DK6876'RECOVERED AS DESCRIBED.
 DK6876
 DK6876                          STATION RECOVERY (2022)
 DK6876
 DK6876'RECOVERY NOTE BY MN DEPT OF TRANSP 2022 (MJS)
 DK6876'3.7 MI (6.0 KM) SOUTH OF HAMPTON, 3.0 MI (4.8 KM) SOUTH ALONG TRUNK
 DK6876'HIGHWAY 56 FROM THE JUNCTION OF TRUNK HIGHWAY 56 AND TRUNK HIGHWAY 52,
 DK6876'AT TRUNK HIGHWAY MILE POINT 95.85, 19.5 FT (5.9 M) EAST OF TRUNK
 DK6876'HIGHWAY 56, AT TRUNK HIGHWAY 56 STATION 1074+25, 2.5 FT (0.8 M) EAST
 DK6876'OF A GUARDRAIL, IN THE SOUTHEAST CORNER OF A TRUNK HIGHWAY 56 DOUBLE
 DK6876'BOX CULVERT.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DK6875 ***********************************************************************
 DK6875  DESIGNATION -  1911 F
 DK6875  PID         -  DK6875
 DK6875  STATE/COUNTY-  MN/DAKOTA
 DK6875  COUNTRY     -  US
 DK6875  USGS QUAD   -  CANNON FALLS (2019)
 DK6875
 DK6875                         *CURRENT SURVEY CONTROL
 DK6875  ______________________________________________________________________
 DK6875* NAD 83(1986) POSITION- 44 33 41.24   (N) 092 59 41.21   (W)   HD_HELD1
 DK6875* NAVD 88 ORTHO HEIGHT -   271.961 (meters)      892.26  (feet) ADJUSTED
 DK6875  ______________________________________________________________________
 DK6875  GEOID HEIGHT    -        -28.936 (meters)                     GEOID18
 DK6875  DYNAMIC HEIGHT  -        271.925 (meters)      892.14  (feet) COMP
 DK6875  MODELED GRAVITY -    980,479.7   (mgal)                       NAVD 88
 DK6875
 DK6875  VERT ORDER      -  SECOND    CLASS I
 DK6875
 DK6875.The horizontal coordinates were determined by differentially corrected
 DK6875.hand held GPS observations or other comparable positioning techniques
 DK6875.and have an estimated accuracy of +/- 3 meters.
 DK6875
 DK6875.The orthometric height was determined by differential leveling and
 DK6875.adjusted by the NATIONAL GEODETIC SURVEY
 DK6875.in September 2016.
 DK6875
 DK6875.Significant digits in the geoid height do not necessarily reflect accuracy.
 DK6875.GEOID18 height accuracy estimate available here.
 DK6875
 DK6875.Click photographs - Photos may exist for this station.
 DK6875
 DK6875.The dynamic height is computed by dividing the NAVD 88
 DK6875.geopotential number by the normal gravity value computed on the
 DK6875.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK6875.degrees latitude (g = 980.6199 gals.).
 DK6875
 DK6875.The modeled gravity was interpolated from observed gravity values.
 DK6875
 DK6875;                    North         East    Units  Estimated Accuracy
 DK6875;SPC MN S     -   273,986.5     879,852.4     MT  (+/- 3 meters HH1 GPS) 
 DK6875
 DK6875_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWK0041434235(NAD 83)
 DK6875
 DK6875                          SUPERSEDED SURVEY CONTROL
 DK6875
 DK6875  NAVD 88 (12/08/08)  271.953  (m)          892.23   (f) SUPERSEDED  2 1
 DK6875
 DK6875.Superseded values are not recommended for survey control.
 DK6875
 DK6875.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK6875.See file dsdata.pdf to determine how the superseded data were derived.
 DK6875
 DK6875_MARKER: DB = BENCH MARK DISK
 DK6875_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 DK6875_SP_SET: BOX CULVERT
 DK6875_STAMPING: 1911 F 1946
 DK6875_MARK LOGO: MNHD
 DK6875_MAGNETIC: N = NO MAGNETIC MATERIAL
 DK6875_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DK6875+STABILITY: SURFACE MOTION
 DK6875_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DK6875+SATELLITE: SATELLITE OBSERVATIONS - October 06, 2022
 DK6875
 DK6875  HISTORY     - Date     Condition        Report By
 DK6875  HISTORY     - 1946     MONUMENTED       MNHD
 DK6875  HISTORY     - 20051130 GOOD             MNDT
 DK6875  HISTORY     - 20150416 GOOD             MNDT
 DK6875  HISTORY     - 20221006 GOOD             MNDT
 DK6875
 DK6875                          STATION DESCRIPTION
 DK6875
 DK6875'DESCRIBED BY MN DEPT OF TRANSP 2005 (MPP)
 DK6875'THE MARK IS 3.4 MI (5.5 KM) SOUTH OF HAMPTON, 2.80 MI (4.5 KM) SOUTH
 DK6875'ALONG TRUNK HIGHWAY 56 FROM THE JUNCTION OF TRUNK HIGHWAY 56 AND TRUNK
 DK6875'HIGHWAY 52, AT TRUNK HIGHWAY 52 MILE POINT 96.0, 20.5 FT (6.2 M) (6.2
 DK6875'M) EAST OF TRUNK HIGHWAY 56, AT TRUNK HIGHWAY 56 STATION 1084+65, 3 FT
 DK6875'(0.9 M) EAST OF GUARDRAIL, IN SOUTHEAST CORNER OF TRUNK HIGHWAY 56
 DK6875'DOUBLE BOX CULVERT.
 DK6875
 DK6875                          STATION RECOVERY (2015)
 DK6875
 DK6875'RECOVERY NOTE BY MN DEPT OF TRANSP 2015 (DAS)
 DK6875'RECOVERED AS DESCRIBED.
 DK6875
 DK6875                          STATION RECOVERY (2022)
 DK6875
 DK6875'RECOVERY NOTE BY MN DEPT OF TRANSP 2022 (MJS)
 DK6875'3.4 MI (5.5 KM) SOUTH OF HAMPTON, 2.8 MI (4.5 KM) SOUTH ALONG TRUNK
 DK6875'HIGHWAY 56 FROM THE JUNCTION OF TRUNK HIGHWAY 56 AND TRUNK HIGHWAY 50,
 DK6875'AT TRUNK HIGHWAY 56 MILE POINT 96.05, 20.5 FT (6.2 M) EAST OF TRUNK
 DK6875'HIGHWAY 56, AT TRUNK HIGHWAY 56 STATION 1084+65, 2.2 FT (0.7 M) EAST
 DK6875'OF A GUARDRAIL, IN THE SOUTHEAST CORNER OF A TRUNK HIGHWAY 56 DOUBLE
 DK6875'BOX CULVERT, 3.0 FT (0.9 M) NORTH OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DK6873 ***********************************************************************
 DK6873  DESIGNATION -  1911 G
 DK6873  PID         -  DK6873
 DK6873  STATE/COUNTY-  MN/DAKOTA
 DK6873  COUNTRY     -  US
 DK6873  USGS QUAD   -  CANNON FALLS (2019)
 DK6873
 DK6873                         *CURRENT SURVEY CONTROL
 DK6873  ______________________________________________________________________
 DK6873* NAD 83(1986) POSITION- 44 35 00.12   (N) 092 59 41.69   (W)   HD_HELD1
 DK6873* NAVD 88 ORTHO HEIGHT -   290.539 (meters)      953.21  (feet) ADJUSTED
 DK6873  ______________________________________________________________________
 DK6873  GEOID HEIGHT    -        -28.889 (meters)                     GEOID18
 DK6873  DYNAMIC HEIGHT  -        290.502 (meters)      953.09  (feet) COMP
 DK6873  MODELED GRAVITY -    980,482.4   (mgal)                       NAVD 88
 DK6873
 DK6873  VERT ORDER      -  SECOND    CLASS I
 DK6873
 DK6873.The horizontal coordinates were determined by differentially corrected
 DK6873.hand held GPS observations or other comparable positioning techniques
 DK6873.and have an estimated accuracy of +/- 3 meters.
 DK6873
 DK6873.The orthometric height was determined by differential leveling and
 DK6873.adjusted by the NATIONAL GEODETIC SURVEY
 DK6873.in September 2016.
 DK6873
 DK6873.Significant digits in the geoid height do not necessarily reflect accuracy.
 DK6873.GEOID18 height accuracy estimate available here.
 DK6873
 DK6873.Click photographs - Photos may exist for this station.
 DK6873
 DK6873.The dynamic height is computed by dividing the NAVD 88
 DK6873.geopotential number by the normal gravity value computed on the
 DK6873.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK6873.degrees latitude (g = 980.6199 gals.).
 DK6873
 DK6873.The modeled gravity was interpolated from observed gravity values.
 DK6873
 DK6873;                    North         East    Units  Estimated Accuracy
 DK6873;SPC MN S     -   276,420.9     879,811.9     MT  (+/- 3 meters HH1 GPS) 
 DK6873
 DK6873_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWK0040336669(NAD 83)
 DK6873
 DK6873                          SUPERSEDED SURVEY CONTROL
 DK6873
 DK6873  NAVD 88 (12/08/08)  290.523  (m)          953.16   (f) SUPERSEDED  2 1
 DK6873
 DK6873.Superseded values are not recommended for survey control.
 DK6873
 DK6873.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK6873.See file dsdata.pdf to determine how the superseded data were derived.
 DK6873
 DK6873_MARKER: DB = BENCH MARK DISK
 DK6873_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 DK6873_SP_SET: CULVERT
 DK6873_STAMPING: 1911 G 1946
 DK6873_MARK LOGO: MNHD
 DK6873_MAGNETIC: N = NO MAGNETIC MATERIAL
 DK6873_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DK6873+STABILITY: SURFACE MOTION
 DK6873_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DK6873+SATELLITE: SATELLITE OBSERVATIONS - October 06, 2022
 DK6873
 DK6873  HISTORY     - Date     Condition        Report By
 DK6873  HISTORY     - 1946     MONUMENTED       MNHD
 DK6873  HISTORY     - 20051130 GOOD             MNDT
 DK6873  HISTORY     - 20150416 GOOD             MNDT
 DK6873  HISTORY     - 20221006 GOOD             MNDT
 DK6873
 DK6873                          STATION DESCRIPTION
 DK6873
 DK6873'DESCRIBED BY MN DEPT OF TRANSP 2005 (MPP)
 DK6873'THE MARK IS 2.0 MI (3.2 KM) SOUTH OF HAMPTON, 1.25 MI (2.0 KM) SOUTH
 DK6873'ALONG TRUNK HIGHWAY 56 FROM THE JUNCTION OF TRUNK HIGHWAY 56 AND TRUNK
 DK6873'HIGHWAY 52 AT TRUNK HIGHWAY 56 MILE POINT 104.45, 19.5 FT (5.9 M) EAST
 DK6873'OF TRUNK HIGHWAY 56, AT TRUNK HIGHWAY 56 STATION 1164+50, IN SOUTHEAST
 DK6873'CORNER OF TRUNK HIGHWAY 56 BOX CULVERT.
 DK6873
 DK6873                          STATION RECOVERY (2015)
 DK6873
 DK6873'RECOVERY NOTE BY MN DEPT OF TRANSP 2015 (DAS)
 DK6873'RECOVERED AS DESCRIBED.
 DK6873
 DK6873                          STATION RECOVERY (2022)
 DK6873
 DK6873'RECOVERY NOTE BY MN DEPT OF TRANSP 2022 (MJS)
 DK6873'2.0 MI (3.2 KM) SOUTH OF HAMPTON, 1.29 MI (2.08 KM) SOUTH ALONG TRUNK
 DK6873'HIGHWAY 56 FROM THE JUNCTION OF TRUNK HIGHWAY 56 AND TRUNK HIGHWAY 52,
 DK6873'AT TRUNK HIGHWAY 56 MILE POINT 97.5, 20.1 FT (6.1 M) EAST OF TRUNK
 DK6873'HIGHWAY 56, AT TRUNK HIGHWAY 56 STATION 1164+50, 3.7 FT (1.1 M)
 DK6873'NORTHWEST OF A WITNESS POST, 3.0 FT (0.9 M) EAST OF A GUARD RAIL, IN
 DK6873'THE SOUTHEAST CORNER OF A TRUNK HIGHWAY 56 BOX CULVERT.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 PP0563 ***********************************************************************
 PP0563  DESIGNATION -  1911 H
 PP0563  PID         -  PP0563
 PP0563  STATE/COUNTY-  MN/DAKOTA
 PP0563  COUNTRY     -  US
 PP0563  USGS QUAD   -  CANNON FALLS (2019)
 PP0563
 PP0563                         *CURRENT SURVEY CONTROL
 PP0563  ______________________________________________________________________
 PP0563* NAD 83(1986) POSITION- 44 35 54.97   (N) 092 59 34.80   (W)   HD_HELD1
 PP0563* NAVD 88 ORTHO HEIGHT -   292.355 (meters)      959.17  (feet) ADJUSTED
 PP0563  ______________________________________________________________________
 PP0563  GEOID HEIGHT    -        -28.863 (meters)                     GEOID18
 PP0563  DYNAMIC HEIGHT  -        292.319 (meters)      959.05  (feet) COMP
 PP0563  MODELED GRAVITY -    980,484.5   (mgal)                       NAVD 88
 PP0563
 PP0563  VERT ORDER      -  SECOND    CLASS I
 PP0563
 PP0563.The horizontal coordinates were determined by differentially corrected
 PP0563.hand held GPS observations or other comparable positioning techniques
 PP0563.and have an estimated accuracy of +/- 3 meters.
 PP0563
 PP0563.The orthometric height was determined by differential leveling and
 PP0563.adjusted by the NATIONAL GEODETIC SURVEY
 PP0563.in September 2016.
 PP0563
 PP0563.Significant digits in the geoid height do not necessarily reflect accuracy.
 PP0563.GEOID18 height accuracy estimate available here.
 PP0563
 PP0563.Click photographs - Photos may exist for this station.
 PP0563
 PP0563.The dynamic height is computed by dividing the NAVD 88
 PP0563.geopotential number by the normal gravity value computed on the
 PP0563.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP0563.degrees latitude (g = 980.6199 gals.).
 PP0563
 PP0563.The modeled gravity was interpolated from observed gravity values.
 PP0563
 PP0563;                    North         East    Units  Estimated Accuracy
 PP0563;SPC MN S     -   278,115.6     879,943.0     MT  (+/- 3 meters HH1 GPS) 
 PP0563
 PP0563_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWK0055538361(NAD 83)
 PP0563
 PP0563                          SUPERSEDED SURVEY CONTROL
 PP0563
 PP0563  NAVD 88 (12/08/08)  292.332  (m)          959.09   (f) SUPERSEDED  2 1
 PP0563  NAVD 88 (06/15/91)  292.364  (m)          959.20   (f) SUPERSEDED  2 0
 PP0563  NGVD 29 (??/??/92)  292.319  (m)          959.05   (f) ADJ UNCH    2 0
 PP0563
 PP0563.Superseded values are not recommended for survey control.
 PP0563
 PP0563.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PP0563.See file dsdata.pdf to determine how the superseded data were derived.
 PP0563
 PP0563_MARKER: DB = BENCH MARK DISK
 PP0563_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 PP0563_SP_SET: CULVERT
 PP0563_STAMPING: 1911 H 1972
 PP0563_MARK LOGO: MNHD
 PP0563_MAGNETIC: N = NO MAGNETIC MATERIAL
 PP0563_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PP0563+STABILITY: SURFACE MOTION
 PP0563_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 PP0563+SATELLITE: SATELLITE OBSERVATIONS - October 06, 2022
 PP0563
 PP0563  HISTORY     - Date     Condition        Report By
 PP0563  HISTORY     - 19720401 MONUMENTED       MNHD
 PP0563  HISTORY     - 20021228 GOOD             USPSQD
 PP0563  HISTORY     - 20050328 GOOD             USPSQD
 PP0563  HISTORY     - 20051130 GOOD             MNDT
 PP0563  HISTORY     - 20070702 GOOD             MNDT
 PP0563  HISTORY     - 20141021 GOOD             MNDT
 PP0563  HISTORY     - 20221006 GOOD             MNDT
 PP0563
 PP0563                          STATION DESCRIPTION
 PP0563
 PP0563'DESCRIBED BY MN HIGHWAY DEPT 1972
 PP0563'1.2 MI S FROM HAMPTON.
 PP0563'MARK IS LOCATED 1.0 MILES SOUTH ALONG T.H. 52 FROM THE JUNCTION OF
 PP0563'T.H. 52 AND COUNTY ROAD 47 IN HAMPTON, THENCE, 0.2 MILES SOUTH ALONG
 PP0563'THE SOUTH BOUND CONNECTION TO T.H. 56, 250 FEET WEST OF THE CENTERLINE
 PP0563'OF SOUTH BOUND T.H. 52 AT MILE POINT 105.45, IN THE SOUTHEAST CORNER
 PP0563'OF THE EAST HEADWALL OF A 8 BY 10 FOOT CONCRETE CULVERT FOR A SMALL
 PP0563'CREEK UNDER T.H. 56, ABOUT 3 FEET LOWER THAN THE ROADWAY AT T.H. 56
 PP0563'MILE POINT 98.6.  SW 1/4 SECTION 16, T 113, R 18.
 PP0563
 PP0563                          STATION RECOVERY (2002)
 PP0563
 PP0563'RECOVERY NOTE BY US POWER SQUADRON 2002 (CTK)
 PP0563'0.5 FT FROM EAST EDGE AND 1 FT FROM SOUTH EDGE OF HEADWALL.
 PP0563
 PP0563                          STATION RECOVERY (2005)
 PP0563
 PP0563'RECOVERY NOTE BY US POWER SQUADRON 2005 (ATD)
 PP0563'MARK RECOVERED IN GOOD CONDITION AS DESCRIBED IN 1972. SPSPS ATD.
 PP0563
 PP0563                          STATION RECOVERY (2005)
 PP0563
 PP0563'RECOVERY NOTE BY MN DEPT OF TRANSP 2005 (MPP)
 PP0563'THE MARK IS LOCATED ABOUT 7.7 MI (12.4 KM) NORTHWEST OF CANNON FALLS,
 PP0563'5.3 MI (8.5 KM) SOUTH-SOUTHWEST OF VERMILLION AND 5.2 MI (8.4 KM)
 PP0563'NORTH-NORTHEAST OF RANDOLPH, 1.2 MI (1.9 KM) SOUTH OF HAMPTON, AT
 PP0563'TRUNK HIGHWAY 52 MILE POINT 105.45,
 PP0563'
 PP0563'250 FT (76.2 M) WEST OF SOUTH-BOUND TRUNK HIGHWAY 52, IN SOUTHEAST
 PP0563'CORNER OF THE EAST HEADWALL OF TRUNK HIGHWAY 56 CULVERT.
 PP0563
 PP0563                          STATION RECOVERY (2007)
 PP0563
 PP0563'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (PJG)
 PP0563'THE MARK IS LOCATED ABOUT 7.6 MI (12.2 KM) NORTHWEST OF CANNON FALLS,
 PP0563'5.4 MI (8.7 KM) SOUTH-SOUTHWEST OF VERMILLION AND 5.2 MI (8.4 KM)
 PP0563'NORTH-NORTHEAST OF RANDOLPH.
 PP0563'
 PP0563'TO REACH TO THE MARK GO 1.2 MI (1.9 KM) SOUTH OF HAMPTON, AT TRUNK
 PP0563'HIGHWAY 56 MILE POINT 98.6, 250 FT (76.2 M) WEST OF SOUTH-BOUND TRUNK
 PP0563'HIGHWAY 52, IN SOUTHEAST CORNER OF EAST HEADWALL OF TRUNK HIGHWAY 56
 PP0563'CULVERT.
 PP0563
 PP0563                          STATION RECOVERY (2014)
 PP0563
 PP0563'RECOVERY NOTE BY MN DEPT OF TRANSP 2014 (KMS)
 PP0563'THE STATION IS LOCATED ABOUT 7.7 MI (12.4 KM) NORTHWEST OF CANNON
 PP0563'FALLS, 5.3 MI (8.5 KM) SOUTH-SOUTHWEST OF VERMILLION AND 5.2 MI (8.4
 PP0563'KM) NORTH-NORTHEAST OF RANDOLPH.
 PP0563'
 PP0563'TO REACH THE MARK GO 0.2 MI (0.3 KM) SOUTH ON TRUNK HIGHWAY 56 FROM
 PP0563'THE JUNCTION OF TRUNK HIGHWAY 56 AND TRUNK HIGHWAY 50 AT TRUNK HIGHWAY
 PP0563'56 MILE POINT 98.59.
 PP0563'
 PP0563'THE MARK IS LOCATED 36.2 FT (11.0 M) EAST OF THE CENTERLINE OF TRUNK
 PP0563'HIGHWAY 56, 6.2 FT (1.9 M) EAST OF GUARDRAIL, 4.2 NORTH OF A WITNESS
 PP0563'POST, IN SOUTHEAST CORNER OF CULVERT.
 PP0563
 PP0563                          STATION RECOVERY (2022)
 PP0563
 PP0563'RECOVERY NOTE BY MN DEPT OF TRANSP 2022 (MS)
 PP0563'2.0 MI (3.2 KM) SOUTHEAST OF HAMPTON, 0.2 MI (0.3 KM) SOUTH ON TRUNK
 PP0563'HIGHWAY 56 FROM THE JUNCTION OF TRUNK HIGHWAY 56 AND TRUNK HIGHWAY 50
 PP0563'AT TRUNK HIGHWAY 56 MILE POINT 98.59, 36.2 FT (11.0 M) EAST OF THE
 PP0563'CENTERLINE OF TRUNK HIGHWAY 56, 6.2 FT (1.9 M) EAST OF A GUARDRAIL,
 PP0563'4.2 NORTH OF A WITNESS POST, IN THE SOUTHEAST CORNER OF A CULVERT.
 PP0563'THE SURVEY MARK HAS BEEN DEEMED UNSAFE DUE TO FALL RISK AND HAS BEEN
 PP0563'ABANDONED FOR MNDOT GEODETIC USE.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DK6872 ***********************************************************************
 DK6872  DESIGNATION -  1911 J
 DK6872  PID         -  DK6872
 DK6872  STATE/COUNTY-  MN/DAKOTA
 DK6872  COUNTRY     -  US
 DK6872  USGS QUAD   -  CANNON FALLS (2019)
 DK6872
 DK6872                         *CURRENT SURVEY CONTROL
 DK6872  ______________________________________________________________________
 DK6872* NAD 83(2011) POSITION- 44 35 12.61810(N) 092 59 40.51098(W)   ADJUSTED
 DK6872* NAD 83(2011) ELLIP HT-   264.471 (meters)        (07/25/16)   ADJUSTED
 DK6872* NAD 83(2011) EPOCH   -  2010.00
 DK6872* NAVD 88 ORTHO HEIGHT -   293.350 (meters)      962.43  (feet) ADJUSTED
 DK6872  ______________________________________________________________________
 DK6872  GEOID HEIGHT    -        -28.883 (meters)                     GEOID18
 DK6872  NAD 83(2011) X  -   -237,705.957 (meters)                     COMP
 DK6872  NAD 83(2011) Y  - -4,543,914.486 (meters)                     COMP
 DK6872  NAD 83(2011) Z  -  4,454,951.389 (meters)                     COMP
 DK6872  LAPLACE CORR    -        -10.89  (seconds)                    DEFLEC18
 DK6872  DYNAMIC HEIGHT  -        293.313 (meters)      962.31  (feet) COMP
 DK6872  MODELED GRAVITY -    980,482.8   (mgal)                       NAVD 88
 DK6872
 DK6872  VERT ORDER      -  SECOND    CLASS I
 DK6872
 DK6872  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DK6872  Standards:
 DK6872         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DK6872            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DK6872  -------------------------------------------------------------------
 DK6872  NETWORK    0.57   1.06           0.26   0.20   0.54      0.04226816
 DK6872  -------------------------------------------------------------------
 DK6872  Click here for local accuracies and other accuracy information.
 DK6872
 DK6872.The horizontal coordinates were established by GPS observations
 DK6872.and adjusted by the MN DEPT OF TRANSP in July 2016.
 DK6872
 DK6872.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DK6872.been affixed to the stable North American tectonic plate. See 
 DK6872.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DK6872
 DK6872.The horizontal coordinates are valid at the epoch date displayed above
 DK6872.which is a decimal equivalence of Year/Month/Day.
 DK6872
 DK6872.The orthometric height was determined by differential leveling and
 DK6872.adjusted by the NATIONAL GEODETIC SURVEY
 DK6872.in September 2016.
 DK6872
 DK6872.Significant digits in the geoid height do not necessarily reflect accuracy.
 DK6872.GEOID18 height accuracy estimate available here.
 DK6872
 DK6872.Click photographs - Photos may exist for this station.
 DK6872
 DK6872.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DK6872
 DK6872.The Laplace correction was computed from DEFLEC18 derived deflections.
 DK6872
 DK6872.The ellipsoidal height was determined by GPS observations
 DK6872.and is referenced to NAD 83.
 DK6872
 DK6872.The dynamic height is computed by dividing the NAVD 88
 DK6872.geopotential number by the normal gravity value computed on the
 DK6872.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK6872.degrees latitude (g = 980.6199 gals.).
 DK6872
 DK6872.The modeled gravity was interpolated from observed gravity values.
 DK6872
 DK6872. The following values were computed from the NAD 83(2011) position.
 DK6872
 DK6872;                    North         East     Units Scale Factor Converg.
 DK6872;SPC MN S     -   276,806.910   879,833.178   MT  0.99992315   +0 42 17.0
 DK6872;SPC MN S     -   908,157.34  2,886,586.02   sFT  0.99992315   +0 42 17.0
 DK6872;UTM  15      - 4,937,055.060   500,429.731   MT  0.99960000   +0 00 13.7
 DK6872
 DK6872!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DK6872!SPC MN S     -   0.99995853  x   0.99992315  =   0.99988169
 DK6872!UTM  15      -   0.99995853  x   0.99960000  =   0.99955855
 DK6872
 DK6872_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWK0042937055(NAD 83)
 DK6872
 DK6872                          SUPERSEDED SURVEY CONTROL
 DK6872
 DK6872  NAVD 88 (12/08/08)  293.332  (m)          962.37   (f) SUPERSEDED  2 1
 DK6872
 DK6872.Superseded values are not recommended for survey control.
 DK6872
 DK6872.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK6872.See file dsdata.pdf to determine how the superseded data were derived.
 DK6872
 DK6872_MARKER: DD = SURVEY DISK
 DK6872_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DK6872_STAMPING: 1911 J 2006
 DK6872_MARK LOGO: MNDT
 DK6872_PROJECTION: RECESSED 5 CENTIMETERS
 DK6872_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DK6872_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DK6872_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DK6872+SATELLITE: SATELLITE OBSERVATIONS - October 06, 2022
 DK6872_ROD/PIPE-DEPTH: 4.0 meters
 DK6872
 DK6872  HISTORY     - Date     Condition        Report By
 DK6872  HISTORY     - 20060124 MONUMENTED       MNDT
 DK6872  HISTORY     - 20150416 GOOD             MNDT
 DK6872  HISTORY     - 20160415 GOOD             MNDT
 DK6872  HISTORY     - 20221006 GOOD             MNDT
 DK6872
 DK6872                          STATION DESCRIPTION
 DK6872
 DK6872'DESCRIBED BY MN DEPT OF TRANSP 2006
 DK6872'THE MARK IS 2.0 MI (3.2 KM) SOUTH OF HAMPTON, 1.0 MI (1.6 KM) SOUTH
 DK6872'ALONG TRUNK HIGHWAY 56 FROM THE JUNCTION OF TRUNK HIGHWAY 56 AND TRUNK
 DK6872'HIGHWAY 50/TRUNK HIGHWAY 52 AT TRUNK HIGHWAY 56 MILEPOST 97.80, 80.2
 DK6872'FT (24.4 M) EAST OF TRUNK HIGHWAY 56, 39.6 FT (12.1 M) NORTH 250TH
 DK6872'STREET EAST, 1.7 FT (0.5 M) (0.5 M) EAST OF A WITNESS POST.
 DK6872'
 DK6872'MARK SET WITH A 3 FT (0.9 M) 3D STABILIZING FIN-SLEEVE.
 DK6872
 DK6872                          STATION RECOVERY (2015)
 DK6872
 DK6872'RECOVERY NOTE BY MN DEPT OF TRANSP 2015 (DAS)
 DK6872'RECOVERED AS DESCRIBED.
 DK6872
 DK6872                          STATION RECOVERY (2016)
 DK6872
 DK6872'RECOVERY NOTE BY MN DEPT OF TRANSP 2016 (DJH)
 DK6872'RECOVERED AS DESCRIBED.
 DK6872
 DK6872                          STATION RECOVERY (2022)
 DK6872
 DK6872'RECOVERY NOTE BY MN DEPT OF TRANSP 2022 (MJS)
 DK6872'2.0 MI (3.2 KM) SOUTH OF HAMPTON, 1.0 MI (1.6 KM) SOUTH ALONG TRUNK
 DK6872'HIGHWAY 56 FROM THE JUNCTION OF TRUNK HIGHWAY 56 AND TRUNK HIGHWAY
 DK6872'50/TRUNK HIGHWAY 52 IN HAMPTON, AT TRUNK HIGHWAY 56 MILE POINT 97.80,
 DK6872'80.2 FT (24.4 M) EAST OF TRUNK HIGHWAY 56, 39.6 FT (12.1 M) NORTH
 DK6872'250TH STREET EAST, 1.7 FT (0.5 M) EAST OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DK6739 ***********************************************************************
 DK6739  DESIGNATION -  1911 K
 DK6739  PID         -  DK6739
 DK6739  STATE/COUNTY-  MN/DAKOTA
 DK6739  COUNTRY     -  US
 DK6739  USGS QUAD   -  CANNON FALLS (2019)
 DK6739
 DK6739                         *CURRENT SURVEY CONTROL
 DK6739  ______________________________________________________________________
 DK6739* NAD 83(2011) POSITION- 44 34 19.23630(N) 092 59 41.99107(W)   ADJUSTED
 DK6739* NAD 83(2011) ELLIP HT-   256.867 (meters)        (07/25/16)   ADJUSTED
 DK6739* NAD 83(2011) EPOCH   -  2010.00
 DK6739* NAVD 88 ORTHO HEIGHT -   285.773 (meters)      937.57  (feet) ADJUSTED
 DK6739  ______________________________________________________________________
 DK6739  GEOID HEIGHT    -        -28.914 (meters)                     GEOID18
 DK6739  NAD 83(2011) X  -   -237,798.711 (meters)                     COMP
 DK6739  NAD 83(2011) Y  - -4,545,062.405 (meters)                     COMP
 DK6739  NAD 83(2011) Z  -  4,453,772.333 (meters)                     COMP
 DK6739  LAPLACE CORR    -        -10.90  (seconds)                    DEFLEC18
 DK6739  DYNAMIC HEIGHT  -        285.736 (meters)      937.45  (feet) COMP
 DK6739  MODELED GRAVITY -    980,481.0   (mgal)                       NAVD 88
 DK6739
 DK6739  VERT ORDER      -  SECOND    CLASS I
 DK6739
 DK6739  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DK6739  Standards:
 DK6739         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DK6739            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DK6739  -------------------------------------------------------------------
 DK6739  NETWORK    0.63   1.10           0.27   0.24   0.56      0.07693270
 DK6739  -------------------------------------------------------------------
 DK6739  Click here for local accuracies and other accuracy information.
 DK6739
 DK6739.The horizontal coordinates were established by GPS observations
 DK6739.and adjusted by the MN DEPT OF TRANSP in July 2016.
 DK6739
 DK6739.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DK6739.been affixed to the stable North American tectonic plate. See 
 DK6739.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DK6739
 DK6739.The horizontal coordinates are valid at the epoch date displayed above
 DK6739.which is a decimal equivalence of Year/Month/Day.
 DK6739
 DK6739.The orthometric height was determined by differential leveling and
 DK6739.adjusted by the NATIONAL GEODETIC SURVEY
 DK6739.in September 2016.
 DK6739
 DK6739.Significant digits in the geoid height do not necessarily reflect accuracy.
 DK6739.GEOID18 height accuracy estimate available here.
 DK6739
 DK6739.Click photographs - Photos may exist for this station.
 DK6739
 DK6739.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DK6739
 DK6739.The Laplace correction was computed from DEFLEC18 derived deflections.
 DK6739
 DK6739.The ellipsoidal height was determined by GPS observations
 DK6739.and is referenced to NAD 83.
 DK6739
 DK6739.The dynamic height is computed by dividing the NAVD 88
 DK6739.geopotential number by the normal gravity value computed on the
 DK6739.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK6739.degrees latitude (g = 980.6199 gals.).
 DK6739
 DK6739.The modeled gravity was interpolated from observed gravity values.
 DK6739
 DK6739. The following values were computed from the NAD 83(2011) position.
 DK6739
 DK6739;                    North         East     Units Scale Factor Converg.
 DK6739;SPC MN S     -   275,158.989   879,820.791   MT  0.99992279   +0 42 16.0
 DK6739;SPC MN S     -   902,750.78  2,886,545.38   sFT  0.99992279   +0 42 16.0
 DK6739;UTM  15      - 4,935,407.946   500,397.196   MT  0.99960000   +0 00 12.6
 DK6739
 DK6739!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DK6739!SPC MN S     -   0.99995973  x   0.99992279  =   0.99988252
 DK6739!UTM  15      -   0.99995973  x   0.99960000  =   0.99955974
 DK6739
 DK6739_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWK0039735407(NAD 83)
 DK6739
 DK6739                          SUPERSEDED SURVEY CONTROL
 DK6739
 DK6739  NAVD 88 (12/08/08)  285.761  (m)          937.53   (f) SUPERSEDED  2 1
 DK6739
 DK6739.Superseded values are not recommended for survey control.
 DK6739
 DK6739.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK6739.See file dsdata.pdf to determine how the superseded data were derived.
 DK6739
 DK6739_MARKER: DD = SURVEY DISK
 DK6739_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DK6739_STAMPING: 1911 K 2006
 DK6739_MARK LOGO: MNDT
 DK6739_PROJECTION: RECESSED 8 CENTIMETERS
 DK6739_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DK6739_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DK6739_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DK6739+SATELLITE: SATELLITE OBSERVATIONS - October 06, 2022
 DK6739_ROD/PIPE-DEPTH: 4.0 meters
 DK6739
 DK6739  HISTORY     - Date     Condition        Report By
 DK6739  HISTORY     - 20060124 MONUMENTED       MNDT
 DK6739  HISTORY     - 20150416 GOOD             MNDT
 DK6739  HISTORY     - 20160415 GOOD             MNDT
 DK6739  HISTORY     - 20221006 GOOD             MNDT
 DK6739
 DK6739                          STATION DESCRIPTION
 DK6739
 DK6739'DESCRIBED BY MN DEPT OF TRANSP 2006
 DK6739'THE MARK IS 3.0 MI (4.8 KM) SOUTH OF HAMPTON, 2.0 MI (3.2 KM) SOUTH
 DK6739'ALONG TRUNK HIGHWAY 56 FROM THE JUNCTION OF TRUNK HIGHWAY 56 AND TRUNK
 DK6739'HIGHWAY 50/TRUNK HIGHWAY 52 AT TRUNK HIGHWAY 56 MILEPOST 96.80, 69.0
 DK6739'FT (21.0 M) WEST OF TRUNK HIGHWAY 56, 85.0 FT (25.9 M) SOUTH OF 260TH
 DK6739'STREET EAST, 4.7 FT (1.4 M) (1.4 M) NORTH OF CABLE PEDESTAL NUMBER
 DK6739'M37, 1.2 FT (0.4 M) SOUTH OF A WITNESS POST.
 DK6739
 DK6739                          STATION RECOVERY (2015)
 DK6739
 DK6739'RECOVERY NOTE BY MN DEPT OF TRANSP 2015 (DAS)
 DK6739'RECOVERED AS DESCRIBED.
 DK6739
 DK6739                          STATION RECOVERY (2016)
 DK6739
 DK6739'RECOVERY NOTE BY MN DEPT OF TRANSP 2016 (DJH)
 DK6739'RECOVERED AS DESCRIBED.
 DK6739
 DK6739                          STATION RECOVERY (2022)
 DK6739
 DK6739'RECOVERY NOTE BY MN DEPT OF TRANSP 2022 (MJS)
 DK6739'3.0 MI (4.8 KM) SOUTH OF HAMPTON, 2.0 MI (3.2 KM) SOUTH ALONG TRUNK
 DK6739'HIGHWAY 56 FROM THE JUNCTION OF TRUNK HIGHWAY 56 AND TRUNK HIGHWAY
 DK6739'50/TRUNK HIGHWAY 52, AT TRUNK HIGHWAY 56 MILEPOST 96.80, 69.0 FT (21.0
 DK6739'M) WEST OF TRUNK HIGHWAY 56, 85.0 FT (25.9 M) SOUTH OF 260TH STREET
 DK6739'EAST, 4.7 FT (1.4 M) NORTH OF CABLE PEDESTAL NUMBER M37, 1.2 FT (0.4
 DK6739'M) SOUTH OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DK6740 ***********************************************************************
 DK6740  DESIGNATION -  1911 L
 DK6740  PID         -  DK6740
 DK6740  STATE/COUNTY-  MN/DAKOTA
 DK6740  COUNTRY     -  US
 DK6740  USGS QUAD   -  RANDOLPH (2019)
 DK6740
 DK6740                         *CURRENT SURVEY CONTROL
 DK6740  ______________________________________________________________________
 DK6740* NAD 83(2011) POSITION- 44 31 36.01838(N) 093 00 31.07871(W)   ADJUSTED
 DK6740* NAD 83(2011) ELLIP HT-   239.274 (meters)        (07/25/16)   ADJUSTED
 DK6740* NAD 83(2011) EPOCH   -  2010.00
 DK6740* NAVD 88 ORTHO HEIGHT -   268.212 (meters)      879.96  (feet) ADJUSTED
 DK6740  ______________________________________________________________________
 DK6740  GEOID HEIGHT    -        -28.930 (meters)                     GEOID18
 DK6740  NAD 83(2011) X  -   -239,065.210 (meters)                     COMP
 DK6740  NAD 83(2011) Y  - -4,548,522.794 (meters)                     COMP
 DK6740  NAD 83(2011) Z  -  4,450,169.446 (meters)                     COMP
 DK6740  LAPLACE CORR    -        -10.38  (seconds)                    DEFLEC18
 DK6740  DYNAMIC HEIGHT  -        268.176 (meters)      879.84  (feet) COMP
 DK6740  MODELED GRAVITY -    980,477.4   (mgal)                       NAVD 88
 DK6740
 DK6740  VERT ORDER      -  SECOND    CLASS I
 DK6740
 DK6740  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DK6740  Standards:
 DK6740         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DK6740            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DK6740  -------------------------------------------------------------------
 DK6740  NETWORK    0.45   0.82           0.20   0.16   0.42      0.06301506
 DK6740  -------------------------------------------------------------------
 DK6740  Click here for local accuracies and other accuracy information.
 DK6740
 DK6740.The horizontal coordinates were established by GPS observations
 DK6740.and adjusted by the MN DEPT OF TRANSP in July 2016.
 DK6740
 DK6740.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DK6740.been affixed to the stable North American tectonic plate. See 
 DK6740.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DK6740
 DK6740.The horizontal coordinates are valid at the epoch date displayed above
 DK6740.which is a decimal equivalence of Year/Month/Day.
 DK6740
 DK6740.The orthometric height was determined by differential leveling and
 DK6740.adjusted by the NATIONAL GEODETIC SURVEY
 DK6740.in December 2008.
 DK6740
 DK6740.Significant digits in the geoid height do not necessarily reflect accuracy.
 DK6740.GEOID18 height accuracy estimate available here.
 DK6740
 DK6740.Click photographs - Photos may exist for this station.
 DK6740
 DK6740.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DK6740
 DK6740.The Laplace correction was computed from DEFLEC18 derived deflections.
 DK6740
 DK6740.The ellipsoidal height was determined by GPS observations
 DK6740.and is referenced to NAD 83.
 DK6740
 DK6740.The dynamic height is computed by dividing the NAVD 88
 DK6740.geopotential number by the normal gravity value computed on the
 DK6740.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK6740.degrees latitude (g = 980.6199 gals.).
 DK6740
 DK6740.The modeled gravity was interpolated from observed gravity values.
 DK6740
 DK6740. The following values were computed from the NAD 83(2011) position.
 DK6740
 DK6740;                    North         East     Units Scale Factor Converg.
 DK6740;SPC MN S     -   270,108.398   878,798.965   MT  0.99992214   +0 41 41.6
 DK6740;SPC MN S     -   886,180.64  2,883,192.94   sFT  0.99992214   +0 41 41.6
 DK6740;UTM  15      - 4,930,371.858   499,314.011   MT  0.99960001   -0 00 21.8
 DK6740
 DK6740!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DK6740!SPC MN S     -   0.99996248  x   0.99992214  =   0.99988463
 DK6740!UTM  15      -   0.99996248  x   0.99960001  =   0.99956251
 DK6740
 DK6740_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK9931430371(NAD 83)
 DK6740
 DK6740                          SUPERSEDED SURVEY CONTROL
 DK6740
 DK6740.No superseded survey control is available for this station.
 DK6740
 DK6740_MARKER: DD = SURVEY DISK
 DK6740_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DK6740_STAMPING: 1911 L 2006
 DK6740_MARK LOGO: MNDT
 DK6740_PROJECTION: PROJECTING 3 CENTIMETERS
 DK6740_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DK6740_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DK6740_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DK6740+SATELLITE: SATELLITE OBSERVATIONS - October 06, 2022
 DK6740_ROD/PIPE-DEPTH: 10.1 meters
 DK6740
 DK6740  HISTORY     - Date     Condition        Report By
 DK6740  HISTORY     - 20060124 MONUMENTED       MNDT
 DK6740  HISTORY     - 20150416 GOOD             MNDT
 DK6740  HISTORY     - 20160415 GOOD             MNDT
 DK6740  HISTORY     - 20221006 GOOD             MNDT
 DK6740
 DK6740                          STATION DESCRIPTION
 DK6740
 DK6740'DESCRIBED BY MN DEPT OF TRANSP 2006
 DK6740'THE MARK IS 0.5 MI (0.8 KM) EAST OF RANDOLPH, AT THE JUNCTION OF TRUNK
 DK6740'HIGHWAY 56 AND COUNTY ROAD 88 AT TRUNK HIGHWAY 56 MILEPOST 93.40, 75.2
 DK6740'FT (22.9 M) SOUTHEAST OF TRUNK HIGHWAY 56, 121.6 FT (37.1 M) NORTH OF
 DK6740'COUNTY ROAD 88, 42.3 FT (12.9 M) (12.9 M) NORTHWEST OF CABLE PEDESTAL
 DK6740'NUMBER M1817, 2.5 FT (0.8 M) WEST OF A WITNESS POST.
 DK6740'
 DK6740'MARK SET WITH A 3 FT (0.9 M) 3D STABILIZING FIN-SLEEVE.
 DK6740
 DK6740                          STATION RECOVERY (2015)
 DK6740
 DK6740'RECOVERY NOTE BY MN DEPT OF TRANSP 2015 (DAS)
 DK6740'RECOVERED AS DESCRIBED.
 DK6740
 DK6740                          STATION RECOVERY (2016)
 DK6740
 DK6740'RECOVERY NOTE BY MN DEPT OF TRANSP 2016 (DJH)
 DK6740'RECOVERED AS DESCRIBED.
 DK6740
 DK6740                          STATION RECOVERY (2022)
 DK6740
 DK6740'RECOVERY NOTE BY MN DEPT OF TRANSP 2022 (MJS)
 DK6740'0.5 MI (0.8 KM) EAST OF RANDOLPH, AT THE JUNCTION OF TRUNK HIGHWAY 56
 DK6740'AND COUNTY ROAD 88 (0.5 MILE EAST OF RANDOLPH), AT TRUNK HIGHWAY 56
 DK6740'MILEPOST 93.40, 75.2 FT (22.9 M) SOUTHEAST OF TRUNK HIGHWAY 56, 121.6
 DK6740'FT (37.1 M) NORTH OF COUNTY ROAD 88, 42.3 FT (12.9 M) NORTHWEST OF
 DK6740'CABLE PEDESTAL NUMBER M 1817, 2.5 FT (0.8 M) WEST OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DQ0991 ***********************************************************************
 DQ0991  DESIGNATION -  1911 M
 DQ0991  PID         -  DQ0991
 DQ0991  STATE/COUNTY-  MN/DAKOTA
 DQ0991  COUNTRY     -  US
 DQ0991  USGS QUAD   -  CANNON FALLS (2019)
 DQ0991
 DQ0991                         *CURRENT SURVEY CONTROL
 DQ0991  ______________________________________________________________________
 DQ0991* NAD 83(2011) POSITION- 44 33 36.79760(N) 092 59 42.44068(W)   ADJUSTED
 DQ0991* NAD 83(2011) ELLIP HT-   241.517 (meters)        (07/25/16)   ADJUSTED
 DQ0991* NAD 83(2011) EPOCH   -  2010.00
 DQ0991* NAVD 88 ORTHO HEIGHT -   270.454 (meters)      887.31  (feet) ADJUSTED
 DQ0991  ______________________________________________________________________
 DQ0991  GEOID HEIGHT    -        -28.937 (meters)                     GEOID18
 DQ0991  NAD 83(2011) X  -   -237,856.081 (meters)                     COMP
 DQ0991  NAD 83(2011) Y  - -4,545,969.001 (meters)                     COMP
 DQ0991  NAD 83(2011) Z  -  4,452,828.241 (meters)                     COMP
 DQ0991  LAPLACE CORR    -        -10.82  (seconds)                    DEFLEC18
 DQ0991  DYNAMIC HEIGHT  -        270.418 (meters)      887.20  (feet) COMP
 DQ0991  MODELED GRAVITY -    980,479.6   (mgal)                       NAVD 88
 DQ0991
 DQ0991  VERT ORDER      -  SECOND    CLASS I
 DQ0991
 DQ0991  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DQ0991  Standards:
 DQ0991         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DQ0991            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DQ0991  -------------------------------------------------------------------
 DQ0991  NETWORK    0.57   1.06           0.26   0.20   0.54      0.05391400
 DQ0991  -------------------------------------------------------------------
 DQ0991  Click here for local accuracies and other accuracy information.
 DQ0991
 DQ0991.The horizontal coordinates were established by GPS observations
 DQ0991.and adjusted by the MN DEPT OF TRANSP in July 2016.
 DQ0991
 DQ0991.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DQ0991.been affixed to the stable North American tectonic plate. See 
 DQ0991.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DQ0991
 DQ0991.The horizontal coordinates are valid at the epoch date displayed above
 DQ0991.which is a decimal equivalence of Year/Month/Day.
 DQ0991
 DQ0991.The orthometric height was determined by differential leveling and
 DQ0991.adjusted by the NATIONAL GEODETIC SURVEY
 DQ0991.in September 2016.
 DQ0991
 DQ0991.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ0991.GEOID18 height accuracy estimate available here.
 DQ0991
 DQ0991.Click photographs - Photos may exist for this station.
 DQ0991
 DQ0991.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DQ0991
 DQ0991.The Laplace correction was computed from DEFLEC18 derived deflections.
 DQ0991
 DQ0991.The ellipsoidal height was determined by GPS observations
 DQ0991.and is referenced to NAD 83.
 DQ0991
 DQ0991.The dynamic height is computed by dividing the NAVD 88
 DQ0991.geopotential number by the normal gravity value computed on the
 DQ0991.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ0991.degrees latitude (g = 980.6199 gals.).
 DQ0991
 DQ0991.The modeled gravity was interpolated from observed gravity values.
 DQ0991
 DQ0991. The following values were computed from the NAD 83(2011) position.
 DQ0991
 DQ0991;                    North         East     Units Scale Factor Converg.
 DQ0991;SPC MN S     -   273,849.087   879,826.974   MT  0.99992256   +0 42 15.6
 DQ0991;SPC MN S     -   898,453.21  2,886,565.66   sFT  0.99992256   +0 42 15.6
 DQ0991;UTM  15      - 4,934,098.490   500,387.358   MT  0.99960000   +0 00 12.3
 DQ0991
 DQ0991!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DQ0991!SPC MN S     -   0.99996213  x   0.99992256  =   0.99988470
 DQ0991!UTM  15      -   0.99996213  x   0.99960000  =   0.99956215
 DQ0991
 DQ0991_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWK0038734098(NAD 83)
 DQ0991
 DQ0991                          SUPERSEDED SURVEY CONTROL
 DQ0991
 DQ0991.No superseded survey control is available for this station.
 DQ0991
 DQ0991_MARKER: F = FLANGE-ENCASED ROD
 DQ0991_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DQ0991_STAMPING: 1911 M 2015
 DQ0991_MARK LOGO: MNDT
 DQ0991_PROJECTION: RECESSED 5 CENTIMETERS
 DQ0991_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DQ0991_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ0991_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ0991+SATELLITE: SATELLITE OBSERVATIONS - October 06, 2022
 DQ0991_ROD/PIPE-DEPTH: 11.9 meters
 DQ0991
 DQ0991  HISTORY     - Date     Condition        Report By
 DQ0991  HISTORY     - 20150506 MONUMENTED       MNDT
 DQ0991  HISTORY     - 20160415 GOOD             MNDT
 DQ0991  HISTORY     - 20221006 GOOD             MNDT
 DQ0991
 DQ0991                          STATION DESCRIPTION
 DQ0991
 DQ0991'DESCRIBED BY MN DEPT OF TRANSP 2015
 DQ0991'THE STATION IS LOCATED ABOUT 7.8 MI (12.6 KM) EAST OF CASTLE ROCK, 5.8
 DQ0991'MI (9.3 KM) NORTHWEST OF CANNON FALLS AND 2.7 MI (4.3 KM)
 DQ0991'NORTH-NORTHEAST OF RANDOLPH.
 DQ0991'
 DQ0991'TO REACH THE MARK GO 2.5 MI (4.0 KM) NORTH-NORTHEAST ALONG TRUNK
 DQ0991'HIGHWAY 56 FROM THE JUNCTION OF TRUNK HIGHWAY 56 AND COUNTY ROAD 88 IN
 DQ0991'RANDOLPH, AT TRUNK HIGHWAY 56 MILE POINT 95.95.
 DQ0991'
 DQ0991'THE MARK IS LOCATED 75.4 FT (23.0 M) WEST OF TRUNK HIGHWAY 56, 57.3 FT
 DQ0991'(17.5 M) NORTH OF A FIELD ENTRANCE, 0.8 MI (1.3 KM) SOUTH OF 260TH
 DQ0991'STREET EAST, 1.9 FT (0.6 M) EAST OF A WITNESS POST.
 DQ0991'
 DQ0991'NOTE - THE STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM
 DQ0991'ROD DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION REMOVABLE
 DQ0991'DISK SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH
 DQ0991'PVC PIPE BACK FILLED WITH WASHED SAND.
 DQ0991
 DQ0991                          STATION RECOVERY (2016)
 DQ0991
 DQ0991'RECOVERY NOTE BY MN DEPT OF TRANSP 2016 (ADT)
 DQ0991'RECOVERED AS DESCRIBED.
 DQ0991
 DQ0991                          STATION RECOVERY (2022)
 DQ0991
 DQ0991'RECOVERY NOTE BY MN DEPT OF TRANSP 2022 (MJS)
 DQ0991'2.75 MI (4.42 KM) NORTH-NORTHEAST OF RANDOLPH, 2.5 MI (4.0 KM)
 DQ0991'NORTH-NORTHEAST ALONG TRUNK HIGHWAY 56 FROM THE JUNCTION OF TRUNK
 DQ0991'HIGHWAY 56 AND COUNTY ROAD 88 IN RANDOLPH, AT TRUNK HIGHWAY 56 MILE
 DQ0991'POINT 95.95, 75.4 FT (23.0 M) WEST OF TRUNK HIGHWAY 56, 57.3 FT (17.5
 DQ0991'M) NORTH OF A FIELD ENTRANCE, 0.8 MI (1.3 KM) SOUTH OF 260TH STREET
 DQ0991'EAST, 1.9 FT (0.6 M) EAST OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DQ5266 ***********************************************************************
 DQ5266  DESIGNATION -  1912 A
 DQ5266  PID         -  DQ5266
 DQ5266  STATE/COUNTY-  MN/DAKOTA
 DQ5266  COUNTRY     -  US
 DQ5266  USGS QUAD   -  SAINT PAUL EAST (2019)
 DQ5266
 DQ5266                         *CURRENT SURVEY CONTROL
 DQ5266  ______________________________________________________________________
 DQ5266* NAD 83(2011) POSITION- 44 53 29.97501(N) 093 02 01.89994(W)   ADJUSTED
 DQ5266* NAD 83(2011) ELLIP HT-   187.592 (meters)        (04/10/17)   ADJUSTED
 DQ5266* NAD 83(2011) EPOCH   -  2010.00
 DQ5266* NAVD 88 ORTHO HEIGHT -   215.250 (meters)      706.20  (feet) ADJUSTED
 DQ5266  ______________________________________________________________________
 DQ5266  GEOID HEIGHT    -        -27.659 (meters)                     GEOID18
 DQ5266  NAD 83(2011) X  -   -239,555.773 (meters)                     COMP
 DQ5266  NAD 83(2011) Y  - -4,519,885.416 (meters)                     COMP
 DQ5266  NAD 83(2011) Z  -  4,478,959.243 (meters)                     COMP
 DQ5266  LAPLACE CORR    -         -8.86  (seconds)                    DEFLEC18
 DQ5266  DYNAMIC HEIGHT  -        215.246 (meters)      706.19  (feet) COMP
 DQ5266  MODELED GRAVITY -    980,589.0   (mgal)                       NAVD 88
 DQ5266
 DQ5266  VERT ORDER      -  SECOND    CLASS I
 DQ5266
 DQ5266  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DQ5266  Standards:
 DQ5266         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DQ5266            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DQ5266  -------------------------------------------------------------------
 DQ5266  NETWORK    0.69   1.47           0.32   0.23   0.75      0.02456049
 DQ5266  -------------------------------------------------------------------
 DQ5266  Click here for local accuracies and other accuracy information.
 DQ5266
 DQ5266.The horizontal coordinates were established by GPS observations
 DQ5266.and adjusted by the MN DEPT OF TRANSP in April 2017.
 DQ5266
 DQ5266.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DQ5266.been affixed to the stable North American tectonic plate. See 
 DQ5266.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DQ5266
 DQ5266.The horizontal coordinates are valid at the epoch date displayed above
 DQ5266.which is a decimal equivalence of Year/Month/Day.
 DQ5266
 DQ5266.The orthometric height was determined by differential leveling and
 DQ5266.adjusted by the NATIONAL GEODETIC SURVEY
 DQ5266.in August 2020.
 DQ5266
 DQ5266.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ5266.GEOID18 height accuracy estimate available here.
 DQ5266
 DQ5266.Click photographs - Photos may exist for this station.
 DQ5266
 DQ5266.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DQ5266
 DQ5266.The Laplace correction was computed from DEFLEC18 derived deflections.
 DQ5266
 DQ5266.The ellipsoidal height was determined by GPS observations
 DQ5266.and is referenced to NAD 83.
 DQ5266
 DQ5266.The dynamic height is computed by dividing the NAVD 88
 DQ5266.geopotential number by the normal gravity value computed on the
 DQ5266.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ5266.degrees latitude (g = 980.6199 gals.).
 DQ5266
 DQ5266.The modeled gravity was interpolated from observed gravity values.
 DQ5266
 DQ5266. The following values were computed from the NAD 83(2011) position.
 DQ5266
 DQ5266;                    North         East     Units Scale Factor Converg.
 DQ5266;SPC MN S     -   310,638.413   876,314.457   MT  0.99994520   +0 40 37.9
 DQ5266;SPC MN S     - 1,019,152.86  2,875,041.68   sFT  0.99994520   +0 40 37.9
 DQ5266;UTM  15      - 4,970,915.841   497,326.203   MT  0.99960009   -0 01 26.0
 DQ5266
 DQ5266!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DQ5266!SPC MN S     -   0.99997059  x   0.99994520  =   0.99991579
 DQ5266!UTM  15      -   0.99997059  x   0.99960009  =   0.99957069
 DQ5266
 DQ5266_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK9732670915(NAD 83)
 DQ5266
 DQ5266                          SUPERSEDED SURVEY CONTROL
 DQ5266
 DQ5266.No superseded survey control is available for this station.
 DQ5266
 DQ5266_MARKER: F = FLANGE-ENCASED ROD
 DQ5266_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DQ5266_STAMPING: 1912 A 2016
 DQ5266_MARK LOGO: MNDT
 DQ5266_PROJECTION: RECESSED 8 CENTIMETERS
 DQ5266_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DQ5266_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ5266_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ5266+SATELLITE: SATELLITE OBSERVATIONS - August 09, 2023
 DQ5266_ROD/PIPE-DEPTH: 8.5 meters
 DQ5266
 DQ5266  HISTORY     - Date     Condition        Report By
 DQ5266  HISTORY     - 20161005 MONUMENTED       MNDT
 DQ5266  HISTORY     - 20230809 GOOD             MNDT
 DQ5266
 DQ5266                          STATION DESCRIPTION
 DQ5266
 DQ5266'DESCRIBED BY MN DEPT OF TRANSP 2016
 DQ5266'IN SOUTH ST. PAUL, 1.1 MILES NORTH ALONG TRUNK HIGHWAY 156 (CONCORD
 DQ5266'STREET) FROM THE JUNCTION OF TRUNK HIGHWAY 156 AND INTERSTATE HIGHWAY
 DQ5266'494 IN SOUTH ST. PAUL, 36.7 FEET WEST SOUTHWEST OF SOUTHBOUND TRUNK
 DQ5266'HIGHWAY 156, 90.0 FEET NORTH-NORTHWEST OF VETERANS MEMORIAL DRIVE, 1.5
 DQ5266'FEET EAST-NORTHEAST OF WITNESS POST.
 DQ5266
 DQ5266                          STATION RECOVERY (2023)
 DQ5266
 DQ5266'RECOVERY NOTE BY MN DEPT OF TRANSP 2023 (MJS)
 DQ5266'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DQ5267 ***********************************************************************
 DQ5267  DESIGNATION -  1912 B
 DQ5267  PID         -  DQ5267
 DQ5267  STATE/COUNTY-  MN/DAKOTA
 DQ5267  COUNTRY     -  US
 DQ5267  USGS QUAD   -  SAINT PAUL EAST (2019)
 DQ5267
 DQ5267                         *CURRENT SURVEY CONTROL
 DQ5267  ______________________________________________________________________
 DQ5267* NAD 83(2011) POSITION- 44 54 20.89435(N) 093 02 47.50488(W)   ADJUSTED
 DQ5267* NAD 83(2011) ELLIP HT-   196.189 (meters)        (04/10/17)   ADJUSTED
 DQ5267* NAD 83(2011) EPOCH   -  2010.00
 DQ5267* NAVD 88 ORTHO HEIGHT -   223.791 (meters)      734.22  (feet) ADJUSTED
 DQ5267  ______________________________________________________________________
 DQ5267  GEOID HEIGHT    -        -27.591 (meters)                     GEOID18
 DQ5267  NAD 83(2011) X  -   -240,496.465 (meters)                     COMP
 DQ5267  NAD 83(2011) Y  - -4,518,730.457 (meters)                     COMP
 DQ5267  NAD 83(2011) Z  -  4,480,078.773 (meters)                     COMP
 DQ5267  LAPLACE CORR    -         -8.33  (seconds)                    DEFLEC18
 DQ5267  DYNAMIC HEIGHT  -        223.786 (meters)      734.20  (feet) COMP
 DQ5267  MODELED GRAVITY -    980,590.0   (mgal)                       NAVD 88
 DQ5267
 DQ5267  VERT ORDER      -  SECOND    CLASS I
 DQ5267
 DQ5267  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DQ5267  Standards:
 DQ5267         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DQ5267            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DQ5267  -------------------------------------------------------------------
 DQ5267  NETWORK    0.60   1.33           0.28   0.20   0.68     -0.03921362
 DQ5267  -------------------------------------------------------------------
 DQ5267  Click here for local accuracies and other accuracy information.
 DQ5267
 DQ5267.The horizontal coordinates were established by GPS observations
 DQ5267.and adjusted by the MN DEPT OF TRANSP in April 2017.
 DQ5267
 DQ5267.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DQ5267.been affixed to the stable North American tectonic plate. See 
 DQ5267.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DQ5267
 DQ5267.The horizontal coordinates are valid at the epoch date displayed above
 DQ5267.which is a decimal equivalence of Year/Month/Day.
 DQ5267
 DQ5267.The orthometric height was determined by differential leveling and
 DQ5267.adjusted by the NATIONAL GEODETIC SURVEY
 DQ5267.in August 2020.
 DQ5267
 DQ5267.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ5267.GEOID18 height accuracy estimate available here.
 DQ5267
 DQ5267.Click photographs - Photos may exist for this station.
 DQ5267
 DQ5267.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DQ5267
 DQ5267.The Laplace correction was computed from DEFLEC18 derived deflections.
 DQ5267
 DQ5267.The ellipsoidal height was determined by GPS observations
 DQ5267.and is referenced to NAD 83.
 DQ5267
 DQ5267.The dynamic height is computed by dividing the NAVD 88
 DQ5267.geopotential number by the normal gravity value computed on the
 DQ5267.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ5267.degrees latitude (g = 980.6199 gals.).
 DQ5267
 DQ5267.The modeled gravity was interpolated from observed gravity values.
 DQ5267
 DQ5267. The following values were computed from the NAD 83(2011) position.
 DQ5267
 DQ5267;                    North         East     Units Scale Factor Converg.
 DQ5267;SPC MN S     -   312,198.321   875,295.533   MT  0.99994691   +0 40 05.9
 DQ5267;SPC MN S     - 1,024,270.66  2,871,698.76   sFT  0.99994691   +0 40 05.9
 DQ5267;UTM  15      - 4,972,487.556   496,326.789   MT  0.99960017   -0 01 58.2
 DQ5267
 DQ5267!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DQ5267!SPC MN S     -   0.99996924  x   0.99994691  =   0.99991615
 DQ5267!UTM  15      -   0.99996924  x   0.99960017  =   0.99956942
 DQ5267
 DQ5267_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK9632672487(NAD 83)
 DQ5267
 DQ5267                          SUPERSEDED SURVEY CONTROL
 DQ5267
 DQ5267.No superseded survey control is available for this station.
 DQ5267
 DQ5267_MARKER: F = FLANGE-ENCASED ROD
 DQ5267_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DQ5267_STAMPING: 1912 B 2016
 DQ5267_MARK LOGO: MNDT
 DQ5267_PROJECTION: RECESSED 8 CENTIMETERS
 DQ5267_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DQ5267_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ5267_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ5267+SATELLITE: SATELLITE OBSERVATIONS - August 08, 2023
 DQ5267_ROD/PIPE-DEPTH: 8.8 meters
 DQ5267
 DQ5267  HISTORY     - Date     Condition        Report By
 DQ5267  HISTORY     - 20161005 MONUMENTED       MNDT
 DQ5267  HISTORY     - 20230808 GOOD             MNDT
 DQ5267
 DQ5267                          STATION DESCRIPTION
 DQ5267
 DQ5267'DESCRIBED BY MN DEPT OF TRANSP 2016
 DQ5267'IN SOUTH ST. PAUL, 2.25 MILES NORTHWEST ALONG TRUNK HIGHWAY 156
 DQ5267'(CONCORD STREET) FROM THE JUNCTION OF TRUNK HIGHWAY 156 AND INTERSTATE
 DQ5267'HIGHWAY 494 IN SOUTH ST. PAUL, 76.9 FEET NORTHEAST OF TRUNK HIGHWAY
 DQ5267'156 (CONCORD STREET NORTH), 35.9 FEET SOUTHEAST OF BRYANT AVENUE, 1.5
 DQ5267'FEET SOUTHWEST OF WITNESS POST.
 DQ5267
 DQ5267                          STATION RECOVERY (2023)
 DQ5267
 DQ5267'RECOVERY NOTE BY MN DEPT OF TRANSP 2023 (MJS)
 DQ5267'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DO1592 ***********************************************************************
 DO1592  DESIGNATION -  1913 A 1
 DO1592  PID         -  DO1592
 DO1592  STATE/COUNTY-  MN/DAKOTA
 DO1592  COUNTRY     -  US
 DO1592  USGS QUAD   -  HASTINGS (2019)
 DO1592
 DO1592                         *CURRENT SURVEY CONTROL
 DO1592  ______________________________________________________________________
 DO1592* NAD 83(1986) POSITION- 44 44 44.66   (N) 092 50 58.66   (W)   HD_HELD1
 DO1592* NAVD 88 ORTHO HEIGHT -   209.337 (meters)      686.80  (feet) ADJUSTED
 DO1592  ______________________________________________________________________
 DO1592  GEOID HEIGHT    -        -29.052 (meters)                     GEOID18
 DO1592  DYNAMIC HEIGHT  -        209.315 (meters)      686.73  (feet) COMP
 DO1592  MODELED GRAVITY -    980,506.1   (mgal)                       NAVD 88
 DO1592
 DO1592  VERT ORDER      -  SECOND    CLASS I
 DO1592
 DO1592.The horizontal coordinates were determined by differentially corrected
 DO1592.hand held GPS observations or other comparable positioning techniques
 DO1592.and have an estimated accuracy of +/- 3 meters.
 DO1592
 DO1592.The orthometric height was determined by differential leveling and
 DO1592.adjusted by the NATIONAL GEODETIC SURVEY
 DO1592.in June 2013.
 DO1592
 DO1592.No vertical observational check was made to the station.
 DO1592
 DO1592.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO1592.GEOID18 height accuracy estimate available here.
 DO1592
 DO1592.Click photographs - Photos may exist for this station.
 DO1592
 DO1592.The dynamic height is computed by dividing the NAVD 88
 DO1592.geopotential number by the normal gravity value computed on the
 DO1592.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO1592.degrees latitude (g = 980.6199 gals.).
 DO1592
 DO1592.The modeled gravity was interpolated from observed gravity values.
 DO1592
 DO1592;                    North         East    Units  Estimated Accuracy
 DO1592;SPC MN S     -   294,613.5     891,094.2     MT  (+/- 3 meters HH1 GPS) 
 DO1592
 DO1592_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWK1190354716(NAD 83)
 DO1592
 DO1592                          SUPERSEDED SURVEY CONTROL
 DO1592
 DO1592.No superseded survey control is available for this station.
 DO1592
 DO1592_MARKER: DD = SURVEY DISK
 DO1592_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 DO1592_SP_SET: WALL
 DO1592_STAMPING: 1913 A 1 2011
 DO1592_MARK LOGO: MNDT
 DO1592_MAGNETIC: N = NO MAGNETIC MATERIAL
 DO1592_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DO1592+STABILITY: SURFACE MOTION
 DO1592_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DO1592+SATELLITE: SATELLITE OBSERVATIONS - September 22, 2022
 DO1592
 DO1592  HISTORY     - Date     Condition        Report By
 DO1592  HISTORY     - 20110601 MONUMENTED       MNDT
 DO1592  HISTORY     - 20130528 GOOD             MNDT
 DO1592  HISTORY     - 20150612 GOOD             MNDT
 DO1592  HISTORY     - 20220922 GOOD             MNDT
 DO1592
 DO1592                          STATION DESCRIPTION
 DO1592
 DO1592'DESCRIBED BY MN DEPT OF TRANSP 2011
 DO1592'THE MARK IS 0.45 MI (0.7 KM) NORTH ALONG TRUNK HIGHWAY 61 FROM THE
 DO1592'JUNCTION OF TRUNK HIGHWAY 61 AND TRUNK HIGHWAY 55 IN HASTINGS TO TRUNK
 DO1592'HIGHWAY 61 MILE POINT 117.45.
 DO1592'
 DO1592'TO REACH THE MARK GO 0.2 MI (0.3 KM) EAST ON EAST FOURTH STREET, THEN
 DO1592'0.3 MI (0.5 KM) NORTH AND EAST ON TYLER STREET.
 DO1592'
 DO1592'IT IS 30 FT (9.1 M) SOUTH OF TYLER STREET, 10 FT (3.0 M) NORTH OF BIKE
 DO1592'PATH, 20 FT (6.1 M) EAST OF LIGHT POLE.  DISK SET IN A DRILL HOLE.
 DO1592
 DO1592                          STATION RECOVERY (2013)
 DO1592
 DO1592'RECOVERY NOTE BY MN DEPT OF TRANSP 2013 (KT)
 DO1592'RECOVERED AS DESCRIBED.
 DO1592
 DO1592                          STATION RECOVERY (2015)
 DO1592
 DO1592'RECOVERY NOTE BY MN DEPT OF TRANSP 2015 (KAE)
 DO1592'RECOVERED AS DESCRIBED.
 DO1592
 DO1592                          STATION RECOVERY (2022)
 DO1592
 DO1592'RECOVERY NOTE BY MN DEPT OF TRANSP 2022 (MJS)
 DO1592'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DQ1089 ***********************************************************************
 DQ1089  DESIGNATION -  1913 AA
 DQ1089  PID         -  DQ1089
 DQ1089  STATE/COUNTY-  MN/DAKOTA
 DQ1089  COUNTRY     -  US
 DQ1089  USGS QUAD   -  MIESVILLE (2019)
 DQ1089
 DQ1089                         *CURRENT SURVEY CONTROL
 DQ1089  ______________________________________________________________________
 DQ1089* NAD 83(2011) POSITION- 44 36 02.08393(N) 092 47 50.36165(W)   ADJUSTED
 DQ1089* NAD 83(2011) ELLIP HT-   267.929 (meters)        (07/20/16)   ADJUSTED
 DQ1089* NAD 83(2011) EPOCH   -  2010.00
 DQ1089* NAVD 88 ORTHO HEIGHT -   297.574 (meters)      976.29  (feet) ADJUSTED
 DQ1089  ______________________________________________________________________
 DQ1089  GEOID HEIGHT    -        -29.645 (meters)                     GEOID18
 DQ1089  NAD 83(2011) X  -   -222,008.132 (meters)                     COMP
 DQ1089  NAD 83(2011) Y  - -4,543,637.648 (meters)                     COMP
 DQ1089  NAD 83(2011) Z  -  4,456,041.171 (meters)                     COMP
 DQ1089  LAPLACE CORR    -         -8.08  (seconds)                    DEFLEC18
 DQ1089  DYNAMIC HEIGHT  -        297.529 (meters)      976.14  (feet) COMP
 DQ1089  MODELED GRAVITY -    980,459.2   (mgal)                       NAVD 88
 DQ1089
 DQ1089  VERT ORDER      -  SECOND    CLASS I
 DQ1089
 DQ1089  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DQ1089  Standards:
 DQ1089         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DQ1089            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DQ1089  -------------------------------------------------------------------
 DQ1089  NETWORK    0.46   0.76           0.21   0.16   0.39      0.04206461
 DQ1089  -------------------------------------------------------------------
 DQ1089  Click here for local accuracies and other accuracy information.
 DQ1089
 DQ1089.The horizontal coordinates were established by GPS observations
 DQ1089.and adjusted by the MN DEPT OF TRANSP in July 2016.
 DQ1089
 DQ1089.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DQ1089.been affixed to the stable North American tectonic plate. See 
 DQ1089.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DQ1089
 DQ1089.The horizontal coordinates are valid at the epoch date displayed above
 DQ1089.which is a decimal equivalence of Year/Month/Day.
 DQ1089
 DQ1089.The orthometric height was determined by differential leveling and
 DQ1089.adjusted by the NATIONAL GEODETIC SURVEY
 DQ1089.in September 2016.
 DQ1089
 DQ1089.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ1089.GEOID18 height accuracy estimate available here.
 DQ1089
 DQ1089.Click photographs - Photos may exist for this station.
 DQ1089
 DQ1089.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DQ1089
 DQ1089.The Laplace correction was computed from DEFLEC18 derived deflections.
 DQ1089
 DQ1089.The ellipsoidal height was determined by GPS observations
 DQ1089.and is referenced to NAD 83.
 DQ1089
 DQ1089.The dynamic height is computed by dividing the NAVD 88
 DQ1089.geopotential number by the normal gravity value computed on the
 DQ1089.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ1089.degrees latitude (g = 980.6199 gals.).
 DQ1089
 DQ1089.The modeled gravity was interpolated from observed gravity values.
 DQ1089
 DQ1089. The following values were computed from the NAD 83(2011) position.
 DQ1089
 DQ1089;                    North         East     Units Scale Factor Converg.
 DQ1089;SPC MN S     -   278,545.079   895,473.071   MT  0.99992353   +0 50 34.8
 DQ1089;SPC MN S     -   913,859.98  2,937,897.90   sFT  0.99992353   +0 50 34.8
 DQ1089;UTM  15      - 4,938,601.309   516,084.667   MT  0.99960318   +0 08 32.3
 DQ1089
 DQ1089!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DQ1089!SPC MN S     -   0.99995799  x   0.99992353  =   0.99988153
 DQ1089!UTM  15      -   0.99995799  x   0.99960318  =   0.99956119
 DQ1089
 DQ1089_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWK1608438601(NAD 83)
 DQ1089
 DQ1089                          SUPERSEDED SURVEY CONTROL
 DQ1089
 DQ1089.No superseded survey control is available for this station.
 DQ1089
 DQ1089_MARKER: I = METAL ROD
 DQ1089_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DQ1089_STAMPING: 1913 AA 2014
 DQ1089_MARK LOGO: MNDT
 DQ1089_PROJECTION: FLUSH
 DQ1089_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DQ1089_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ1089_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ1089+SATELLITE: SATELLITE OBSERVATIONS - September 29, 2022
 DQ1089_ROD/PIPE-DEPTH: 3.7 meters
 DQ1089
 DQ1089  HISTORY     - Date     Condition        Report By
 DQ1089  HISTORY     - 20141117 MONUMENTED       MNDT
 DQ1089  HISTORY     - 20160516 GOOD             MNDT
 DQ1089  HISTORY     - 20220929 GOOD             MNDT
 DQ1089
 DQ1089                          STATION DESCRIPTION
 DQ1089
 DQ1089'DESCRIBED BY MN DEPT OF TRANSP 2014
 DQ1089'THE STATION IS LOCATED ABOUT 8.4 MI (13.5 KM) NORTHEAST OF CANNON
 DQ1089'FALLS, 3.7 MI (6.0 KM) NORTHWEST OF WELCH AND 0.8 MI (1.3 KM) EAST OF
 DQ1089'MIESVILLE.
 DQ1089'
 DQ1089'TO REACH THE MARK GO 0.65 MI (1.0 KM) EAST ALONG TRUNK HIGHWAY 61 FROM
 DQ1089'THE JUNCTION OF TRUNK HIGHWAY 61 AND COUNTY ROAD 91 SOUTH (NICOLAI
 DQ1089'AVENUE) IN MIESVILLE, AT TRUNK HIGHWAY 61 MILE POINT 104.80.
 DQ1089'
 DQ1089'THE MARK IS LOCATED 57.3 FT (17.5 M) SOUTH OF TRUNK HIGHWAY 61, 25.5
 DQ1089'FT (7.8 M) EAST OF A FIELD ENTRANCE, 1.5 FT (0.5 M) NORTH OF A WITNESS
 DQ1089'POST.
 DQ1089'
 DQ1089'NOTE - THE STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM
 DQ1089'ROD DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION REMOVABLE
 DQ1089'DISK SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH
 DQ1089'PVC PIPE BACK FILLED WITH WASHED SAND.
 DQ1089
 DQ1089                          STATION RECOVERY (2016)
 DQ1089
 DQ1089'RECOVERY NOTE BY MN DEPT OF TRANSP 2016 (ADT)
 DQ1089'RECOVERED AS DESCRIBED.
 DQ1089
 DQ1089                          STATION RECOVERY (2022)
 DQ1089
 DQ1089'RECOVERY NOTE BY MN DEPT OF TRANSP 2022 (MJS)
 DQ1089'1.0 MI (1.6 KM) EAST OF MIESVILLE, 0.65 MI (1.05 KM) EAST ALONG TRUNK
 DQ1089'HIGHWAY 61 FROM THE JUNCTION OF TRUNK HIGHWAY 61 AND COUNTY ROAD 91
 DQ1089'SOUTH (NICOLAI AVENUE) IN MIESVILLE, AT TRUNK HIGHWAY 61 MILE POINT
 DQ1089'104.80, 57.3 FT (17.5 M) SOUTH OF TRUNK HIGHWAY 61, 25.5 FT (7.8 M)
 DQ1089'EAST OF A FIELD ENTRANCE, 1.5 FT (0.5 M) NORTH OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DQ1080 ***********************************************************************
 DQ1080  DESIGNATION -  1913 AB
 DQ1080  PID         -  DQ1080
 DQ1080  STATE/COUNTY-  MN/DAKOTA
 DQ1080  COUNTRY     -  US
 DQ1080  USGS QUAD   -  HASTINGS (2019)
 DQ1080
 DQ1080                         *CURRENT SURVEY CONTROL
 DQ1080  ______________________________________________________________________
 DQ1080* NAD 83(2011) POSITION- 44 40 02.34764(N) 092 51 12.84703(W)   ADJUSTED
 DQ1080* NAD 83(2011) ELLIP HT-   227.874 (meters)        (07/20/16)   ADJUSTED
 DQ1080* NAD 83(2011) EPOCH   -  2010.00
 DQ1080* NAVD 88 ORTHO HEIGHT -   257.178 (meters)      843.76  (feet) ADJUSTED
 DQ1080  ______________________________________________________________________
 DQ1080  GEOID HEIGHT    -        -29.316 (meters)                     GEOID18
 DQ1080  NAD 83(2011) X  -   -226,207.576 (meters)                     COMP
 DQ1080  NAD 83(2011) Y  - -4,538,184.699 (meters)                     COMP
 DQ1080  NAD 83(2011) Z  -  4,461,290.853 (meters)                     COMP
 DQ1080  LAPLACE CORR    -        -11.50  (seconds)                    DEFLEC18
 DQ1080  DYNAMIC HEIGHT  -        257.146 (meters)      843.65  (feet) COMP
 DQ1080  MODELED GRAVITY -    980,484.5   (mgal)                       NAVD 88
 DQ1080
 DQ1080  VERT ORDER      -  SECOND    CLASS I
 DQ1080
 DQ1080  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DQ1080  Standards:
 DQ1080         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DQ1080            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DQ1080  -------------------------------------------------------------------
 DQ1080  NETWORK    0.51   0.88           0.22   0.20   0.45      0.07183799
 DQ1080  -------------------------------------------------------------------
 DQ1080  Click here for local accuracies and other accuracy information.
 DQ1080
 DQ1080.The horizontal coordinates were established by GPS observations
 DQ1080.and adjusted by the MN DEPT OF TRANSP in July 2016.
 DQ1080
 DQ1080.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DQ1080.been affixed to the stable North American tectonic plate. See 
 DQ1080.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DQ1080
 DQ1080.The horizontal coordinates are valid at the epoch date displayed above
 DQ1080.which is a decimal equivalence of Year/Month/Day.
 DQ1080
 DQ1080.The orthometric height was determined by differential leveling and
 DQ1080.adjusted by the NATIONAL GEODETIC SURVEY
 DQ1080.in September 2016.
 DQ1080
 DQ1080.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ1080.GEOID18 height accuracy estimate available here.
 DQ1080
 DQ1080.Click photographs - Photos may exist for this station.
 DQ1080
 DQ1080.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DQ1080
 DQ1080.The Laplace correction was computed from DEFLEC18 derived deflections.
 DQ1080
 DQ1080.The ellipsoidal height was determined by GPS observations
 DQ1080.and is referenced to NAD 83.
 DQ1080
 DQ1080.The dynamic height is computed by dividing the NAVD 88
 DQ1080.geopotential number by the normal gravity value computed on the
 DQ1080.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ1080.degrees latitude (g = 980.6199 gals.).
 DQ1080
 DQ1080.The modeled gravity was interpolated from observed gravity values.
 DQ1080
 DQ1080. The following values were computed from the NAD 83(2011) position.
 DQ1080
 DQ1080;                    North         East     Units Scale Factor Converg.
 DQ1080;SPC MN S     -   285,896.083   890,904.352   MT  0.99992622   +0 48 12.8
 DQ1080;SPC MN S     -   937,977.40  2,922,908.69   sFT  0.99992622   +0 48 12.8
 DQ1080;UTM  15      - 4,946,005.243   511,607.623   MT  0.99960166   +0 06 10.6
 DQ1080
 DQ1080!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DQ1080!SPC MN S     -   0.99996427  x   0.99992622  =   0.99989049
 DQ1080!UTM  15      -   0.99996427  x   0.99960166  =   0.99956595
 DQ1080
 DQ1080_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWK1160746005(NAD 83)
 DQ1080
 DQ1080                          SUPERSEDED SURVEY CONTROL
 DQ1080
 DQ1080.No superseded survey control is available for this station.
 DQ1080
 DQ1080_MARKER: I = METAL ROD
 DQ1080_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DQ1080_STAMPING: 1913 AB 2015
 DQ1080_MARK LOGO: MNDT
 DQ1080_PROJECTION: RECESSED 3 CENTIMETERS
 DQ1080_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DQ1080_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ1080_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ1080+SATELLITE: SATELLITE OBSERVATIONS - September 28, 2022
 DQ1080_ROD/PIPE-DEPTH: 4.0 meters
 DQ1080
 DQ1080  HISTORY     - Date     Condition        Report By
 DQ1080  HISTORY     - 20150430 MONUMENTED       MNDT
 DQ1080  HISTORY     - 20160516 GOOD             MNDT
 DQ1080  HISTORY     - 20220928 GOOD             MNDT
 DQ1080
 DQ1080                          STATION DESCRIPTION
 DQ1080
 DQ1080'DESCRIBED BY MN DEPT OF TRANSP 2015
 DQ1080'THE STATION IS LOCATED ABOUT 5.6 MI (9.0 KM) EAST OF VERMILLION, 5.2
 DQ1080'MI (8.4 KM) SOUTH OF HASTINGS AND 5.0 MI (8.0 KM) NORTH-NORTHWEST OF
 DQ1080'MIESVILLE.
 DQ1080'
 DQ1080'TO REACH THE MARK GO 5.2 MI (8.4 KM) SOUTH OF HASTINGS AND 5.0 MI (8.0
 DQ1080'KM) NORTH-NORTHWEST OF MIESVILLE.  THE MARK IS LOCATED ABOUT 4.0 MI
 DQ1080'(6.4 KM) SOUTH OF HASTINGS, 3.6 MI (5.8 KM) SOUTH ALONG TRUNK HIGHWAY
 DQ1080'61  FROM THE JUNCTION OF TRUNK HIGHWAY 61 AND TRUNK HIGHWAY 316 IN
 DQ1080'HASTINGS, AT TRUNK HIGHWAY 61 MILE POINT 112.1.
 DQ1080'
 DQ1080'THE MARK IS LOCATED 41.8 FT (12.7 M) WEST OF TRUNK HIGHWAY 61, 0.4 MI
 DQ1080'(0.6 KM) SOUTH OF COUNTY ROAD 62, 15.0 FT (4.6 M) SOUTH OF DRIVEWAY
 DQ1080'NUMBER 18205, 1.5 FT (0.5 M) NORTH OF A WITNESS POST.
 DQ1080
 DQ1080                          STATION RECOVERY (2016)
 DQ1080
 DQ1080'RECOVERY NOTE BY MN DEPT OF TRANSP 2016 (ADT)
 DQ1080'RECOVERED AS DESCRIBED.
 DQ1080
 DQ1080                          STATION RECOVERY (2022)
 DQ1080
 DQ1080'RECOVERY NOTE BY MN DEPT OF TRANSP 2022 (MJS)
 DQ1080'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DQ1081 ***********************************************************************
 DQ1081  DESIGNATION -  1913 AC
 DQ1081  PID         -  DQ1081
 DQ1081  STATE/COUNTY-  MN/DAKOTA
 DQ1081  COUNTRY     -  US
 DQ1081  USGS QUAD   -  HASTINGS (2019)
 DQ1081
 DQ1081                         *CURRENT SURVEY CONTROL
 DQ1081  ______________________________________________________________________
 DQ1081* NAD 83(2011) POSITION- 44 41 05.56325(N) 092 51 12.77563(W)   ADJUSTED
 DQ1081* NAD 83(2011) ELLIP HT-   221.771 (meters)        (07/20/16)   ADJUSTED
 DQ1081* NAD 83(2011) EPOCH   -  2010.00
 DQ1081* NAVD 88 ORTHO HEIGHT -   251.038 (meters)      823.61  (feet) ADJUSTED
 DQ1081  ______________________________________________________________________
 DQ1081  GEOID HEIGHT    -        -29.267 (meters)                     GEOID18
 DQ1081  NAD 83(2011) X  -   -226,137.484 (meters)                     COMP
 DQ1081  NAD 83(2011) Y  - -4,536,810.104 (meters)                     COMP
 DQ1081  NAD 83(2011) Z  -  4,462,674.203 (meters)                     COMP
 DQ1081  LAPLACE CORR    -        -12.06  (seconds)                    DEFLEC18
 DQ1081  DYNAMIC HEIGHT  -        251.007 (meters)      823.51  (feet) COMP
 DQ1081  MODELED GRAVITY -    980,489.4   (mgal)                       NAVD 88
 DQ1081
 DQ1081  VERT ORDER      -  SECOND    CLASS I
 DQ1081
 DQ1081  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DQ1081  Standards:
 DQ1081         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DQ1081            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DQ1081  -------------------------------------------------------------------
 DQ1081  NETWORK    0.59   1.02           0.26   0.22   0.52      0.07604478
 DQ1081  -------------------------------------------------------------------
 DQ1081  Click here for local accuracies and other accuracy information.
 DQ1081
 DQ1081.The horizontal coordinates were established by GPS observations
 DQ1081.and adjusted by the MN DEPT OF TRANSP in July 2016.
 DQ1081
 DQ1081.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DQ1081.been affixed to the stable North American tectonic plate. See 
 DQ1081.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DQ1081
 DQ1081.The horizontal coordinates are valid at the epoch date displayed above
 DQ1081.which is a decimal equivalence of Year/Month/Day.
 DQ1081
 DQ1081.The orthometric height was determined by differential leveling and
 DQ1081.adjusted by the NATIONAL GEODETIC SURVEY
 DQ1081.in September 2016.
 DQ1081
 DQ1081.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ1081.GEOID18 height accuracy estimate available here.
 DQ1081
 DQ1081.Click photographs - Photos may exist for this station.
 DQ1081
 DQ1081.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DQ1081
 DQ1081.The Laplace correction was computed from DEFLEC18 derived deflections.
 DQ1081
 DQ1081.The ellipsoidal height was determined by GPS observations
 DQ1081.and is referenced to NAD 83.
 DQ1081
 DQ1081.The dynamic height is computed by dividing the NAVD 88
 DQ1081.geopotential number by the normal gravity value computed on the
 DQ1081.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ1081.degrees latitude (g = 980.6199 gals.).
 DQ1081
 DQ1081.The modeled gravity was interpolated from observed gravity values.
 DQ1081
 DQ1081. The following values were computed from the NAD 83(2011) position.
 DQ1081
 DQ1081;                    North         East     Units Scale Factor Converg.
 DQ1081;SPC MN S     -   287,847.121   890,878.559   MT  0.99992715   +0 48 12.9
 DQ1081;SPC MN S     -   944,378.43  2,922,824.07   sFT  0.99992715   +0 48 12.9
 DQ1081;UTM  15      - 4,947,955.816   511,605.690   MT  0.99960166   +0 06 10.7
 DQ1081
 DQ1081!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DQ1081!SPC MN S     -   0.99996523  x   0.99992715  =   0.99989238
 DQ1081!UTM  15      -   0.99996523  x   0.99960166  =   0.99956690
 DQ1081
 DQ1081_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWK1160547955(NAD 83)
 DQ1081
 DQ1081                          SUPERSEDED SURVEY CONTROL
 DQ1081
 DQ1081.No superseded survey control is available for this station.
 DQ1081
 DQ1081_MARKER: I = METAL ROD
 DQ1081_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DQ1081_STAMPING: 1913 AC 2015
 DQ1081_MARK LOGO: MNDT
 DQ1081_PROJECTION: RECESSED 5 CENTIMETERS
 DQ1081_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DQ1081_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ1081_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ1081+SATELLITE: SATELLITE OBSERVATIONS - September 28, 2022
 DQ1081_ROD/PIPE-DEPTH: 18.0 meters
 DQ1081
 DQ1081  HISTORY     - Date     Condition        Report By
 DQ1081  HISTORY     - 20150430 MONUMENTED       MNDT
 DQ1081  HISTORY     - 20160513 GOOD             MNDT
 DQ1081  HISTORY     - 20220928 GOOD             MNDT
 DQ1081
 DQ1081                          STATION DESCRIPTION
 DQ1081
 DQ1081'DESCRIBED BY MN DEPT OF TRANSP 2015
 DQ1081'THE STATION IS LOCATED ABOUT 6.2 MI (9.9 KM) NORTH-NORTHWEST OF
 DQ1081'MIESVILLE, 5.6 MI (9.1 KM) EAST OF VERMILLION AND 4.0 MI (6.5 KM)
 DQ1081'SOUTH OF HASTINGS.
 DQ1081'
 DQ1081'TO REACH THE MARK GO 2.4 MILES SOUTH ALONG TRUNK HIGHWAY 61 FROM
 DQ1081'JUNCTION OF TRUNK HIGHWAY 61 AND TRUNK HIGHWAY 316 IN HASTINGS, AT
 DQ1081'TRUNK HIGHWAY 61 MILE POINT 113.3.
 DQ1081'
 DQ1081'THE MARK IS LOCATED 54.5 FEET WEST OF TRUNK HIGHWAY 61, 0.2 MILE SOUTH
 DQ1081'OF 180TH STREET, 16.0 FEET SOUTH OF DRIVEWAY NUMBER 18205, 3.0 FEET
 DQ1081'EAST OF WITNESS POST.
 DQ1081'
 DQ1081'NOTE - THE STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM
 DQ1081'ROD DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION REMOVABLE
 DQ1081'DISK SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH
 DQ1081'PVC PIPE BACK FILLED WITH WASHED SAND.
 DQ1081
 DQ1081                          STATION RECOVERY (2016)
 DQ1081
 DQ1081'RECOVERY NOTE BY MN DEPT OF TRANSP 2016 (CJS)
 DQ1081'RECOVERED AS DESCRIBED.
 DQ1081
 DQ1081                          STATION RECOVERY (2022)
 DQ1081
 DQ1081'RECOVERY NOTE BY MN DEPT OF TRANSP 2022 (MJS)
 DQ1081'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DQ1082 ***********************************************************************
 DQ1082  DESIGNATION -  1913 AD
 DQ1082  PID         -  DQ1082
 DQ1082  STATE/COUNTY-  MN/DAKOTA
 DQ1082  COUNTRY     -  US
 DQ1082  USGS QUAD   -  HASTINGS (2019)
 DQ1082
 DQ1082                         *CURRENT SURVEY CONTROL
 DQ1082  ______________________________________________________________________
 DQ1082* NAD 83(2011) POSITION- 44 41 51.69100(N) 092 51 12.67516(W)   ADJUSTED
 DQ1082* NAD 83(2011) ELLIP HT-   226.516 (meters)        (07/20/16)   ADJUSTED
 DQ1082* NAD 83(2011) EPOCH   -  2010.00
 DQ1082* NAVD 88 ORTHO HEIGHT -   255.737 (meters)      839.03  (feet) ADJUSTED
 DQ1082  ______________________________________________________________________
 DQ1082  GEOID HEIGHT    -        -29.225 (meters)                     GEOID18
 DQ1082  NAD 83(2011) X  -   -226,085.588 (meters)                     COMP
 DQ1082  NAD 83(2011) Y  - -4,535,813.392 (meters)                     COMP
 DQ1082  NAD 83(2011) Z  -  4,463,689.823 (meters)                     COMP
 DQ1082  LAPLACE CORR    -        -12.57  (seconds)                    DEFLEC18
 DQ1082  DYNAMIC HEIGHT  -        255.706 (meters)      838.93  (feet) COMP
 DQ1082  MODELED GRAVITY -    980,493.1   (mgal)                       NAVD 88
 DQ1082
 DQ1082  VERT ORDER      -  SECOND    CLASS I
 DQ1082
 DQ1082  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DQ1082  Standards:
 DQ1082         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DQ1082            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DQ1082  -------------------------------------------------------------------
 DQ1082  NETWORK    0.58   0.98           0.25   0.22   0.50      0.07886102
 DQ1082  -------------------------------------------------------------------
 DQ1082  Click here for local accuracies and other accuracy information.
 DQ1082
 DQ1082.The horizontal coordinates were established by GPS observations
 DQ1082.and adjusted by the MN DEPT OF TRANSP in July 2016.
 DQ1082
 DQ1082.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DQ1082.been affixed to the stable North American tectonic plate. See 
 DQ1082.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DQ1082
 DQ1082.The horizontal coordinates are valid at the epoch date displayed above
 DQ1082.which is a decimal equivalence of Year/Month/Day.
 DQ1082
 DQ1082.The orthometric height was determined by differential leveling and
 DQ1082.adjusted by the NATIONAL GEODETIC SURVEY
 DQ1082.in September 2016.
 DQ1082
 DQ1082.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ1082.GEOID18 height accuracy estimate available here.
 DQ1082
 DQ1082.Click photographs - Photos may exist for this station.
 DQ1082
 DQ1082.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DQ1082
 DQ1082.The Laplace correction was computed from DEFLEC18 derived deflections.
 DQ1082
 DQ1082.The ellipsoidal height was determined by GPS observations
 DQ1082.and is referenced to NAD 83.
 DQ1082
 DQ1082.The dynamic height is computed by dividing the NAVD 88
 DQ1082.geopotential number by the normal gravity value computed on the
 DQ1082.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ1082.degrees latitude (g = 980.6199 gals.).
 DQ1082
 DQ1082.The modeled gravity was interpolated from observed gravity values.
 DQ1082
 DQ1082. The following values were computed from the NAD 83(2011) position.
 DQ1082
 DQ1082;                    North         East     Units Scale Factor Converg.
 DQ1082;SPC MN S     -   289,270.792   890,860.803   MT  0.99992789   +0 48 13.0
 DQ1082;SPC MN S     -   949,049.26  2,922,765.82   sFT  0.99992789   +0 48 13.0
 DQ1082;UTM  15      - 4,949,379.134   511,605.342   MT  0.99960166   +0 06 10.9
 DQ1082
 DQ1082!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DQ1082!SPC MN S     -   0.99996449  x   0.99992789  =   0.99989238
 DQ1082!UTM  15      -   0.99996449  x   0.99960166  =   0.99956616
 DQ1082
 DQ1082_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWK1160549379(NAD 83)
 DQ1082
 DQ1082                          SUPERSEDED SURVEY CONTROL
 DQ1082
 DQ1082.No superseded survey control is available for this station.
 DQ1082
 DQ1082_MARKER: I = METAL ROD
 DQ1082_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DQ1082_STAMPING: 1913 AD 2015
 DQ1082_MARK LOGO: MNDT
 DQ1082_PROJECTION: RECESSED 5 CENTIMETERS
 DQ1082_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DQ1082_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ1082_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ1082+SATELLITE: SATELLITE OBSERVATIONS - September 28, 2022
 DQ1082_ROD/PIPE-DEPTH: 25.6 meters
 DQ1082
 DQ1082  HISTORY     - Date     Condition        Report By
 DQ1082  HISTORY     - 20150430 MONUMENTED       MNDT
 DQ1082  HISTORY     - 20160513 GOOD             MNDT
 DQ1082  HISTORY     - 20220928 GOOD             MNDT
 DQ1082
 DQ1082                          STATION DESCRIPTION
 DQ1082
 DQ1082'DESCRIBED BY MN DEPT OF TRANSP 2015
 DQ1082'THE STATION IS LOCATED ABOUT 7.0 MI (11.3 KM) NORTH-NORTHWEST OF
 DQ1082'MIESVILLE, 5.8 MI (9.3 KM) EAST-NORTHEAST OF VERMILLION AND 3.2 MI
 DQ1082'(5.1 KM) SOUTH OF HASTINGS.
 DQ1082'
 DQ1082'TO REACH THE MARK GO 1.5 MI (2.4 KM) SOUTH ALONG TRUNK HIGHWAY 61
 DQ1082'FROM THE JUNCTION OF TRUNK HIGHWAY 61 AND TRUNK HIGHWAY 316 IN
 DQ1082'HASTINGS, AT TRUNK HIGHWAY 61 MILE POINT 114.2.
 DQ1082'
 DQ1082'THE MARK IS LOCATED 48.4 FT (14.8 M) WEST OF TRUNK HIGHWAY 61, 0.3 MI
 DQ1082'(0.5 KM) SOUTH OF 170TH STREET EAST, 20.0 FT (6.1 M) SOUTH OF A FIELD
 DQ1082'ENTRANCE, 1.4 FT (0.4 M) EAST OF A WITNESS POST.
 DQ1082'
 DQ1082'NOTE - THE STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM
 DQ1082'ROD DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION REMOVABLE
 DQ1082'DISK SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH
 DQ1082'PVC PIPE BACK FILLED WITH WASHED SAND.
 DQ1082
 DQ1082                          STATION RECOVERY (2016)
 DQ1082
 DQ1082'RECOVERY NOTE BY MN DEPT OF TRANSP 2016 (CJS)
 DQ1082'RECOVERED AS DESCRIBED.
 DQ1082
 DQ1082                          STATION RECOVERY (2022)
 DQ1082
 DQ1082'RECOVERY NOTE BY MN DEPT OF TRANSP 2022 (MJS)
 DQ1082'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 PP3435 ***********************************************************************
 PP3435  DESIGNATION -  1913 B
 PP3435  PID         -  PP3435
 PP3435  STATE/COUNTY-  MN/DAKOTA
 PP3435  COUNTRY     -  US
 PP3435  USGS QUAD   -  MIESVILLE (2019)
 PP3435
 PP3435                         *CURRENT SURVEY CONTROL
 PP3435  ______________________________________________________________________
 PP3435* NAD 83(1986) POSITION- 44 36 01.95   (N) 092 48 07.15   (W)   HD_HELD1
 PP3435* NAVD 88 ORTHO HEIGHT -   296.532 (meters)      972.87  (feet) ADJUSTED
 PP3435  ______________________________________________________________________
 PP3435  GEOID HEIGHT    -        -29.630 (meters)                     GEOID18
 PP3435  DYNAMIC HEIGHT  -        296.488 (meters)      972.73  (feet) COMP
 PP3435  MODELED GRAVITY -    980,459.9   (mgal)                       NAVD 88
 PP3435
 PP3435  VERT ORDER      -  SECOND    CLASS I
 PP3435
 PP3435.The horizontal coordinates were determined by differentially corrected
 PP3435.hand held GPS observations or other comparable positioning techniques
 PP3435.and have an estimated accuracy of +/- 3 meters.
 PP3435
 PP3435.The orthometric height was determined by differential leveling and
 PP3435.adjusted by the NATIONAL GEODETIC SURVEY
 PP3435.in June 1995.
 PP3435
 PP3435.Significant digits in the geoid height do not necessarily reflect accuracy.
 PP3435.GEOID18 height accuracy estimate available here.
 PP3435
 PP3435.Click photographs - Photos may exist for this station.
 PP3435
 PP3435.The dynamic height is computed by dividing the NAVD 88
 PP3435.geopotential number by the normal gravity value computed on the
 PP3435.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP3435.degrees latitude (g = 980.6199 gals.).
 PP3435
 PP3435.The modeled gravity was interpolated from observed gravity values.
 PP3435
 PP3435;                    North         East    Units  Estimated Accuracy
 PP3435;SPC MN S     -   278,535.5     895,103.0     MT  (+/- 3 meters HH1 GPS) 
 PP3435
 PP3435_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWK1571438596(NAD 83)
 PP3435
 PP3435                          SUPERSEDED SURVEY CONTROL
 PP3435
 PP3435.No superseded survey control is available for this station.
 PP3435
 PP3435_MARKER: DV = VERTICAL CONTROL DISK
 PP3435_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 PP3435_STAMPING: 1913 B 1988
 PP3435_MARK LOGO: MNDT
 PP3435_PROJECTION: PROJECTING 5 CENTIMETERS
 PP3435_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 PP3435_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PP3435_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 PP3435+SATELLITE: SATELLITE OBSERVATIONS - September 29, 2022
 PP3435_ROD/PIPE-DEPTH: 3.7 meters
 PP3435
 PP3435  HISTORY     - Date     Condition        Report By
 PP3435  HISTORY     - 1988     MONUMENTED       MNDT
 PP3435  HISTORY     - 20021214 GOOD             USPSQD
 PP3435  HISTORY     - 20070710 GOOD             MNDT
 PP3435  HISTORY     - 20141022 GOOD             MNDT
 PP3435  HISTORY     - 20220929 GOOD             MNDT
 PP3435
 PP3435                          STATION DESCRIPTION
 PP3435
 PP3435'DESCRIBED BY MN DEPT OF TRANSP 1988
 PP3435'THE MARK IS LOCATED NEAR THE EAST BOUNDARY OF THE CITY OF MIESVILLE,
 PP3435'0.6 MI (1.0 KM) EAST ALONG TRUNK HIGHWAY 61 FROM ITS JUNCTION WITH
 PP3435'COUNTY ROAD 91 AT MIESVILLE, 1.4 MI (2.3 KM) WEST ALONG HIGHWAY 61
 PP3435'FROM ITS JUNCTION WITH TRUNK HIGHWAY 316 AND IN THE NE 1/4 OF SECTION
 PP3435'13, T113N, R17W.  THE MARK IS 55.5 FT (16.9 M) SOUTH OF AND ABOUT 1.5
 PP3435'FT (0.5 M) HIGHER THAN THE CENTERLINE OF HIGHWAY 61 AT MILEPOINT
 PP3435'104.9, 15.5 FT (4.7 M) WEST OF THE CENTER OF A FIELD ENTRANCE, 132.0
 PP3435'FT (40.2 M) WEST-SOUTHWEST OF A POWER POLE, 4.8 FT (1.5 M)
 PP3435'SOUTH-SOUTHEAST OF A CORNER FENCE POST, 0.8 FT (0.2 M) EAST OF THE
 PP3435'FENCELINE AND 0.8 FT (0.2 M) NORTH OF A STEEL WITNESS POST.  THE
 PP3435'MARK, A STANDARD MNDT MAGNETIC ALUMINUM VERTICAL CONTROL MONUMENT
 PP3435'DISK STAMPED---1913 B 1988---, IS FASTENED TO THE TOP OF A 3/4 INCH
 PP3435'DIAMETER BY 12 FOOT LONG ALUMINUM ALLOY ROD DRIVEN TO REFUSAL AND
 PP3435'PROJECTS 2 INCHES ABOVE THE SURFACE OF THE GROUND.
 PP3435
 PP3435                          STATION RECOVERY (2002)
 PP3435
 PP3435'RECOVERY NOTE BY US POWER SQUADRON 2002 (JRD)
 PP3435'RECOVERED IN GOOD CONDITION.
 PP3435
 PP3435                          STATION RECOVERY (2007)
 PP3435
 PP3435'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (PJG)
 PP3435'THE MARK IS LOCATED ABOUT 8.2 MI (13.2 KM) NORTHEAST OF CANNON FALLS,
 PP3435'3.8 MI (6.1 KM) NORTHWEST OF WELCH AND 0.5 MI (0.8 KM) EAST OF
 PP3435'MIESVILLE.
 PP3435'
 PP3435'TO REACH TO THE MARK AT MIESVILLE, AT TRUNK HIGHWAY 61 MILE POINT
 PP3435'104.9, GO 0.6 MI (1.0 KM) EAST OF THE JUNCTION OF TRUNK HIGHWAY 61 AND
 PP3435'COUNTY ROAD 91, 1.4 MI (2.3 KM) WEST OF THE JUNCTION OF TRUNK HIGHWAY
 PP3435'61 AND TRUNK HIGHWAY 316, 55.5 FT (16.9 M) SOUTH OF TRUNK HIGHWAY 61,
 PP3435'15.5 FT (4.7 M) WEST OF A FIELD ENTRANCE, 132.0 FT (40.2 M)
 PP3435'WEST-SOUTHWEST OF POWER POLE, 4.8 FT (1.5 M) SOUTH-SOUTHEAST OF CORNER
 PP3435'FENCE POST, 0.8 FT (0.2 M) EAST OF A FENCE LINE, 0.1 FT (0.0 M) NORTH
 PP3435'OF A WITNESS POST.
 PP3435
 PP3435                          STATION RECOVERY (2014)
 PP3435
 PP3435'RECOVERY NOTE BY MN DEPT OF TRANSP 2014 (MAS)
 PP3435'RECOVERED AS DESCRIBED.
 PP3435
 PP3435                          STATION RECOVERY (2022)
 PP3435
 PP3435'RECOVERY NOTE BY MN DEPT OF TRANSP 2022 (MJS)
 PP3435'IN MIESVILLE, AT TRUNK HIGHWAY 61 MILE POINT 104.9, 0.5 MI (0.8 KM)
 PP3435'EAST OF THE JUNCTION OF TRUNK HIGHWAY 61 AND COUNTY ROAD 91 SOUTH IN
 PP3435'MIESVILLE, 1.4 MI (2.3 KM) WEST OF THE JUNCTION OF TRUNK HIGHWAY 61
 PP3435'AND TRUNK HIGHWAY 316, 55.5 FT (16.9 M) SOUTH OF TRUNK HIGHWAY 61,
 PP3435'15.5 FT (4.7 M) WEST OF A FIELD ENTRANCE, 132.0 FT (40.2 M)
 PP3435'WEST-SOUTHWEST OF A POWER POLE, 0.9 FT (27 CM) NORTH OF A WITNESS
 PP3435'POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 PP3434 ***********************************************************************
 PP3434  DESIGNATION -  1913 C
 PP3434  PID         -  PP3434
 PP3434  STATE/COUNTY-  MN/DAKOTA
 PP3434  COUNTRY     -  US
 PP3434  USGS QUAD   -  MIESVILLE (2019)
 PP3434
 PP3434                         *CURRENT SURVEY CONTROL
 PP3434  ______________________________________________________________________
 PP3434* NAD 83(1986) POSITION- 44 36 01.99   (N) 092 48 44.94   (W)   HD_HELD1
 PP3434* NAVD 88 ORTHO HEIGHT -   284.526 (meters)      933.48  (feet) ADJUSTED
 PP3434  ______________________________________________________________________
 PP3434  GEOID HEIGHT    -        -29.595 (meters)                     GEOID18
 PP3434  DYNAMIC HEIGHT  -        284.484 (meters)      933.34  (feet) COMP
 PP3434  MODELED GRAVITY -    980,462.0   (mgal)                       NAVD 88
 PP3434
 PP3434  VERT ORDER      -  SECOND    CLASS I
 PP3434
 PP3434.The horizontal coordinates were determined by differentially corrected
 PP3434.hand held GPS observations or other comparable positioning techniques
 PP3434.and have an estimated accuracy of +/- 3 meters.
 PP3434
 PP3434.The orthometric height was determined by differential leveling and
 PP3434.adjusted by the NATIONAL GEODETIC SURVEY
 PP3434.in June 1995.
 PP3434
 PP3434.Significant digits in the geoid height do not necessarily reflect accuracy.
 PP3434.GEOID18 height accuracy estimate available here.
 PP3434
 PP3434.Click photographs - Photos may exist for this station.
 PP3434
 PP3434.The dynamic height is computed by dividing the NAVD 88
 PP3434.geopotential number by the normal gravity value computed on the
 PP3434.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP3434.degrees latitude (g = 980.6199 gals.).
 PP3434
 PP3434.The modeled gravity was interpolated from observed gravity values.
 PP3434
 PP3434;                    North         East    Units  Estimated Accuracy
 PP3434;SPC MN S     -   278,524.6     894,269.7     MT  (+/- 3 meters HH1 GPS) 
 PP3434
 PP3434_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWK1488138595(NAD 83)
 PP3434
 PP3434                          SUPERSEDED SURVEY CONTROL
 PP3434
 PP3434.No superseded survey control is available for this station.
 PP3434
 PP3434_MARKER: DE = TRAVERSE STATION DISK
 PP3434_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 PP3434_SP_SET: BOX CULVERT
 PP3434_STAMPING: 1913 C 1988
 PP3434_MARK LOGO: MNHD
 PP3434_MAGNETIC: N = NO MAGNETIC MATERIAL
 PP3434_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PP3434+STABILITY: SURFACE MOTION
 PP3434_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 PP3434+SATELLITE: SATELLITE OBSERVATIONS - September 29, 2022
 PP3434
 PP3434  HISTORY     - Date     Condition        Report By
 PP3434  HISTORY     - 1988     MONUMENTED       MNDT
 PP3434  HISTORY     - 20070709 GOOD             MNDT
 PP3434  HISTORY     - 20141022 GOOD             MNDT
 PP3434  HISTORY     - 20220929 GOOD             MNDT
 PP3434
 PP3434                          STATION DESCRIPTION
 PP3434
 PP3434'DESCRIBED BY MN DEPT OF TRANSP 1988
 PP3434'THE MARK IS LOCATED IN THE CITY OF MIESVILLE, NEAR THE JUNCTION OF
 PP3434'TRUNK HIGHWAY 61 AND COUNTY ROAD 91, IN THE SOUTHEAST CORNER OF A
 PP3434'TRIPLE BOX CULVERT AND IN THE NW 1/4 OF SECTION 13, T113N, R17W.  THE
 PP3434'MARK IS 23.8 FT (7.3 M) SOUTH OF AND ABOUT 1.5 FT (0.5 M) LOWER THAN
 PP3434'THE CENTERLINE OF HIGHWAY 61 AT MILEPOINT 105.45, 77.5 FT (23.6 M)
 PP3434'EAST OF THE EXTENDED CENTERLINE OF COUNTY ROAD 91, 55.3 FT (16.9 M)
 PP3434'EAST OF A POWER POLE AND 2.3 FT (0.7 M) SOUTH OF A GUARDRAIL.  THE
 PP3434'MARK, A STANDARD MNDT ALUMINUM VERTICAL CONTROL MONUMENT DISK
 PP3434'STAMPED---1913 C 1988---, IS SET IN A DRILL HOLE IN THE SOUTHEAST
 PP3434'CORNER OF THE TRIPLE BOX CULVERT.
 PP3434
 PP3434                          STATION RECOVERY (2007)
 PP3434
 PP3434'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (JJB)
 PP3434'THE MARK IS LOCATED ABOUT 7.9 MI (12.7 KM) NORTHEAST OF CANNON FALLS,
 PP3434'4.3 MI (6.9 KM) WEST-NORTHWEST OF WELCH AND 0.0 MI SOUTHEAST OF
 PP3434'MIESVILLE.
 PP3434'
 PP3434'TO REACH TO THE MARK AT MIESVILLE, NEAR JUNCTION OF TRUNK HIGHWAY 61
 PP3434'AND COUNTY ROAD 91, AT TRUNK HIGHWAY 61 MILE POINT 105.45, GO 23.8 FT
 PP3434'(7.3 M) SOUTH OF TRUNK HIGHWAY 61, 77.5 FT (23.6 M) EAST OF COUNTY
 PP3434'ROAD 91, 55.3 FT (16.9 M) EAST OF POWER POLE, 2.3 FT (0.7 M) SOUTH OF
 PP3434'GUARDRAIL, IN SOUTHEAST CORNER OF TRUNK HIGHWAY 61 TRIPLE BOX CULVERT.
 PP3434
 PP3434                          STATION RECOVERY (2014)
 PP3434
 PP3434'RECOVERY NOTE BY MN DEPT OF TRANSP 2014 (MAS)
 PP3434'RECOVERED AS DESCRIBED.
 PP3434
 PP3434                          STATION RECOVERY (2022)
 PP3434
 PP3434'RECOVERY NOTE BY MN DEPT OF TRANSP 2022 (MJS)
 PP3434'IN MIESVILLE, AT THE JUNCTION OF TRUNK HIGHWAY 61 AND COUNTY ROAD 91
 PP3434'NORTH, AT TRUNK HIGHWAY 61 MILE POINT 105.45, 23.8 FT (7.3 M) SOUTH OF
 PP3434'TRUNK HIGHWAY 61, 77.5 FT (23.6 M) EAST OF COUNTY ROAD 91 NORTH 4
 PP3434'EXTENSION, 55.3 FT (16.9 M) EAST OF A POWER POLE, 2.3 FT (0.7 M) SOUTH
 PP3434'OF A GUARDRAIL, IN THE SOUTHEAST CORNER OF A TRUNK HIGHWAY 61 TRIPLE
 PP3434'BOX CULVERT, 2.0 FT (0.6 M) NORTHWEST OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DQ1087 ***********************************************************************
 DQ1087  DESIGNATION -  1913 E RESET
 DQ1087  PID         -  DQ1087
 DQ1087  STATE/COUNTY-  MN/DAKOTA
 DQ1087  COUNTRY     -  US
 DQ1087  USGS QUAD   -  MIESVILLE (2019)
 DQ1087
 DQ1087                         *CURRENT SURVEY CONTROL
 DQ1087  ______________________________________________________________________
 DQ1087* NAD 83(2011) POSITION- 44 36 02.30176(N) 092 49 38.36967(W)   ADJUSTED
 DQ1087* NAD 83(2011) ELLIP HT-   263.561 (meters)        (07/20/16)   ADJUSTED
 DQ1087* NAD 83(2011) EPOCH   -  2010.00
 DQ1087* NAVD 88 ORTHO HEIGHT -   293.084 (meters)      961.56  (feet) ADJUSTED
 DQ1087  ______________________________________________________________________
 DQ1087  GEOID HEIGHT    -        -29.544 (meters)                     GEOID18
 DQ1087  NAD 83(2011) X  -   -224,386.935 (meters)                     COMP
 DQ1087  NAD 83(2011) Y  - -4,543,512.951 (meters)                     COMP
 DQ1087  NAD 83(2011) Z  -  4,456,042.892 (meters)                     COMP
 DQ1087  LAPLACE CORR    -         -9.08  (seconds)                    DEFLEC18
 DQ1087  DYNAMIC HEIGHT  -        293.041 (meters)      961.42  (feet) COMP
 DQ1087  MODELED GRAVITY -    980,464.9   (mgal)                       NAVD 88
 DQ1087
 DQ1087  VERT ORDER      -  SECOND    CLASS I
 DQ1087
 DQ1087  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DQ1087  Standards:
 DQ1087         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DQ1087            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DQ1087  -------------------------------------------------------------------
 DQ1087  NETWORK    0.59   1.00           0.26   0.22   0.51      0.12982775
 DQ1087  -------------------------------------------------------------------
 DQ1087  Click here for local accuracies and other accuracy information.
 DQ1087
 DQ1087.The horizontal coordinates were established by GPS observations
 DQ1087.and adjusted by the MN DEPT OF TRANSP in July 2016.
 DQ1087
 DQ1087.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DQ1087.been affixed to the stable North American tectonic plate. See 
 DQ1087.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DQ1087
 DQ1087.The horizontal coordinates are valid at the epoch date displayed above
 DQ1087.which is a decimal equivalence of Year/Month/Day.
 DQ1087
 DQ1087.The orthometric height was determined by differential leveling and
 DQ1087.adjusted by the NATIONAL GEODETIC SURVEY
 DQ1087.in September 2016.
 DQ1087
 DQ1087.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ1087.GEOID18 height accuracy estimate available here.
 DQ1087
 DQ1087.Click photographs - Photos may exist for this station.
 DQ1087
 DQ1087.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DQ1087
 DQ1087.The Laplace correction was computed from DEFLEC18 derived deflections.
 DQ1087
 DQ1087.The ellipsoidal height was determined by GPS observations
 DQ1087.and is referenced to NAD 83.
 DQ1087
 DQ1087.The dynamic height is computed by dividing the NAVD 88
 DQ1087.geopotential number by the normal gravity value computed on the
 DQ1087.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ1087.degrees latitude (g = 980.6199 gals.).
 DQ1087
 DQ1087.The modeled gravity was interpolated from observed gravity values.
 DQ1087
 DQ1087. The following values were computed from the NAD 83(2011) position.
 DQ1087
 DQ1087;                    North         East     Units Scale Factor Converg.
 DQ1087;SPC MN S     -   278,517.197   893,091.449   MT  0.99992353   +0 49 19.1
 DQ1087;SPC MN S     -   913,768.50  2,930,084.20   sFT  0.99992353   +0 49 19.1
 DQ1087;UTM  15      - 4,938,602.554   513,703.647   MT  0.99960231   +0 07 16.5
 DQ1087
 DQ1087!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DQ1087!SPC MN S     -   0.99995868  x   0.99992353  =   0.99988221
 DQ1087!UTM  15      -   0.99995868  x   0.99960231  =   0.99956100
 DQ1087
 DQ1087_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWK1370338602(NAD 83)
 DQ1087
 DQ1087                          SUPERSEDED SURVEY CONTROL
 DQ1087
 DQ1087.No superseded survey control is available for this station.
 DQ1087
 DQ1087_MARKER: I = METAL ROD
 DQ1087_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DQ1087_STAMPING: 1913 E RESET 2014
 DQ1087_MARK LOGO: MNDT
 DQ1087_PROJECTION: RECESSED 8 CENTIMETERS
 DQ1087_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DQ1087_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ1087_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ1087+SATELLITE: SATELLITE OBSERVATIONS - September 29, 2022
 DQ1087_ROD/PIPE-DEPTH: 6.1 meters
 DQ1087
 DQ1087  HISTORY     - Date     Condition        Report By
 DQ1087  HISTORY     - 20141022 MONUMENTED       MNDT
 DQ1087  HISTORY     - 20160516 GOOD             MNDT
 DQ1087  HISTORY     - 20220929 GOOD             MNDT
 DQ1087
 DQ1087                          STATION DESCRIPTION
 DQ1087
 DQ1087'DESCRIBED BY MN DEPT OF TRANSP 2014
 DQ1087'THE STATION IS LOCATED ABOUT 7.5 MI (12.1 KM) NORTH-NORTHEAST OF
 DQ1087'CANNON FALLS, 4.9 MI (7.9 KM) WEST-NORTHWEST OF WELCH AND 0.7 MI (1.1
 DQ1087'KM) WEST OF MIESVILLE.
 DQ1087'
 DQ1087'TO REACH THE MARK GO 0.7 MI (1.1 KM) WEST  FROM THE JUNCTION OF TRUNK
 DQ1087'HIGHWAY 61 AND COUNTY ROAD 91 NORTH IN MIESVILLE, AT TRUNK HIGHWAY 61
 DQ1087'MILE POINT 106.15, 61.2 FT (18.7 M) SOUTH OF TRUNK HIGHWAY 61.
 DQ1087'
 DQ1087'THE MARK IS LOCATED 3.7 FT (1.1 M) NORTH OF THE NORTHEAST CORNER OF
 DQ1087'SHED.
 DQ1087'
 DQ1087'NOTE - THE STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM
 DQ1087'ROD DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION REMOVABLE
 DQ1087'DISK SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH
 DQ1087'PVC PIPE BACK FILLED WITH WASHED SAND.
 DQ1087
 DQ1087                          STATION RECOVERY (2016)
 DQ1087
 DQ1087'RECOVERY NOTE BY MN DEPT OF TRANSP 2016 (DAD)
 DQ1087'RECOVERED AS DESCRIBED.
 DQ1087
 DQ1087                          STATION RECOVERY (2022)
 DQ1087
 DQ1087'RECOVERY NOTE BY MN DEPT OF TRANSP 2022 (MJS)
 DQ1087'IN MIESVILLE, 0.7 MI (1.1 KM) WEST FROM THE JUNCTION OF TRUNK HIGHWAY
 DQ1087'61 AND COUNTY ROAD 91 NORTH IN MIESVILLE, AT TRUNK HIGHWAY 61 MILE
 DQ1087'POINT 106.15, 61.2 FT (18.7 M) SOUTH OF TRUNK HIGHWAY 61, 3.7 FT (1.1
 DQ1087'M) NORTH OF THE NORTHEAST CORNER OF A SHED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 PP3431 ***********************************************************************
 PP3431  DESIGNATION -  1913 F
 PP3431  PID         -  PP3431
 PP3431  STATE/COUNTY-  MN/DAKOTA
 PP3431  COUNTRY     -  US
 PP3431  USGS QUAD   -  MIESVILLE (2019)
 PP3431
 PP3431                         *CURRENT SURVEY CONTROL
 PP3431  ______________________________________________________________________
 PP3431* NAD 83(1986) POSITION- 44 36 03.12   (N) 092 50 33.32   (W)   HD_HELD1
 PP3431* NAVD 88 ORTHO HEIGHT -   283.136 (meters)      928.92  (feet) ADJUSTED
 PP3431  ______________________________________________________________________
 PP3431  GEOID HEIGHT    -        -29.488 (meters)                     GEOID18
 PP3431  DYNAMIC HEIGHT  -        283.096 (meters)      928.79  (feet) COMP
 PP3431  MODELED GRAVITY -    980,467.6   (mgal)                       NAVD 88
 PP3431
 PP3431  VERT ORDER      -  SECOND    CLASS I
 PP3431
 PP3431.The horizontal coordinates were determined by differentially corrected
 PP3431.hand held GPS observations or other comparable positioning techniques
 PP3431.and have an estimated accuracy of +/- 3 meters.
 PP3431
 PP3431.The orthometric height was determined by differential leveling and
 PP3431.adjusted by the NATIONAL GEODETIC SURVEY
 PP3431.in June 1995.
 PP3431
 PP3431.Significant digits in the geoid height do not necessarily reflect accuracy.
 PP3431.GEOID18 height accuracy estimate available here.
 PP3431
 PP3431.Click photographs - Photos may exist for this station.
 PP3431
 PP3431.The dynamic height is computed by dividing the NAVD 88
 PP3431.geopotential number by the normal gravity value computed on the
 PP3431.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP3431.degrees latitude (g = 980.6199 gals.).
 PP3431
 PP3431.The modeled gravity was interpolated from observed gravity values.
 PP3431
 PP3431;                    North         East    Units  Estimated Accuracy
 PP3431;SPC MN S     -   278,525.2     891,879.5     MT  (+/- 3 meters HH1 GPS) 
 PP3431
 PP3431_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWK1249238625(NAD 83)
 PP3431
 PP3431                          SUPERSEDED SURVEY CONTROL
 PP3431
 PP3431.No superseded survey control is available for this station.
 PP3431
 PP3431_MARKER: DV = VERTICAL CONTROL DISK
 PP3431_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 PP3431_STAMPING: 1913 F 1988
 PP3431_MARK LOGO: MNDT
 PP3431_PROJECTION: RECESSED 3 CENTIMETERS
 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 29, 2022
 PP3431_ROD/PIPE-DEPTH: 4.3 meters
 PP3431
 PP3431  HISTORY     - Date     Condition        Report By
 PP3431  HISTORY     - 1988     MONUMENTED       MNHD
 PP3431  HISTORY     - 20021214 GOOD             USPSQD
 PP3431  HISTORY     - 20050917 GOOD             USPSQD
 PP3431  HISTORY     - 20061021 GOOD             USPSQD
 PP3431  HISTORY     - 20070709 GOOD             MNDT
 PP3431  HISTORY     - 20141022 GOOD             MNDT
 PP3431  HISTORY     - 20220929 GOOD             MNDT
 PP3431
 PP3431                          STATION DESCRIPTION
 PP3431
 PP3431'DESCRIBED BY MN HIGHWAY DEPT 1988
 PP3431'THE MARK IS LOCATED ABOUT 0.5 MI (0.8 KM) WEST OF THE CITY OF
 PP3431'MIESVILLE, 0.6 MI (1.0 KM) EAST ALONG TRUNK HIGHWAY 61 FROM ITS
 PP3431'JUNCTION WITH TRUNK HIGHWAY 50, 1.45 MI (2.33 KM) WEST ALONG HIGHWAY
 PP3431'61 FROM ITS JUNCTION WITH COUNTY ROAD 91 IN MIESVILLE AND IN THE NE
 PP3431'1/4 OF SECTION 15, T113N, R17W.  THE MARK IS 46.0 FT (14.0 M) SOUTH
 PP3431'OF THE CENTERLINE OF HIGHWAY 61 AT MILEPOINT 106.95, 18.0 FT (5.5 M)
 PP3431'WEST OF THE CENTER OF A FIELD ENTRANCE 3.0 FT (0.9 M) WEST OF A POWER
 PP3431'POLE AND 0.9 FT (0.3 M) NORTH OF A STEEL WITNESS POST.  THE MARK, A
 PP3431'STANDARD MNDT MAGNETIC ALUMINUM VERTICAL CONTROL MONUMENT DISK
 PP3431'STAMPED---1913 F 1988---, IS FASTENED TO THE TOP OF A 3/4 INCH
 PP3431'DIAMETER BY 14 FOOT LONG ALUMINUM ALLOY ROD DRIVEN TO REFUSAL AND
 PP3431'PROJECTS 2 INCHES ABOVE THE SURFACE OF THE GROUND.
 PP3431
 PP3431                          STATION RECOVERY (2002)
 PP3431
 PP3431'RECOVERY NOTE BY US POWER SQUADRON 2002 (JRD)
 PP3431'RECOVERED IN GOOD CONDITION.
 PP3431
 PP3431                          STATION RECOVERY (2005)
 PP3431
 PP3431'RECOVERY NOTE BY US POWER SQUADRON 2005 (SJT)
 PP3431'RECOVERED IN GOOD CONDITION AS DESCRIBED. SPSPS. SJT
 PP3431
 PP3431                          STATION RECOVERY (2006)
 PP3431
 PP3431'RECOVERY NOTE BY US POWER SQUADRON 2006 (DH)
 PP3431'RECOVERED IN GOOD CONDITION.
 PP3431
 PP3431                          STATION RECOVERY (2007)
 PP3431
 PP3431'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (JJB)
 PP3431'THE MARK IS LOCATED ABOUT 7.2 MI (11.6 KM) NORTH-NORTHEAST OF CANNON
 PP3431'FALLS, 5.6 MI (9.0 KM) WEST-NORTHWEST OF WELCH AND 1.5 MI (2.4 KM)
 PP3431'WEST OF MIESVILLE.
 PP3431'
 PP3431'TO REACH TO THE MARK GO 0.5 MI (0.8 KM) WEST OF MIESVILLE, AT TRUNK
 PP3431'HIGHWAY 61 MILE POINT 106.95, 0.6 MI (1.0 KM) EAST OF THE JUNCTION OF
 PP3431'TRUNK HIGHWAY 50 AND TRUNK HIGHWAY 61, 46.0 FT (14.0 M) SOUTH OF TRUNK
 PP3431'HIGHWAY 61, 18.0 FT (5.5 M) WEST OF A FIELD ENTRANCE, 3.0 FT (0.9 M)
 PP3431'WEST OF POWER POLE, 0.9 FT (0.3 M) NORTH OF A WITNESS POST.
 PP3431
 PP3431                          STATION RECOVERY (2014)
 PP3431
 PP3431'RECOVERY NOTE BY MN DEPT OF TRANSP 2014 (KMS)
 PP3431'RECOVERED AS DESCRIBED.
 PP3431
 PP3431                          STATION RECOVERY (2022)
 PP3431
 PP3431'RECOVERY NOTE BY MN DEPT OF TRANSP 2022 (MJS)
 PP3431'1.5 MI (2.4 KM) WEST OF MIESVILLE, 1.45 MI (2.33 KM) WEST ALONG TRUNK
 PP3431'HIGHWAY 61 FROM THE JUNCTION OF TRUNK HIGHWAY 61 AND COUNTY ROAD 91
 PP3431'NORTH IN MIESVILLE, AT TRUNK HIGHWAY 61 MILE POINT 106.95, 0.6 MI (1.0
 PP3431'KM) EAST OF THE JUNCTION OF TRUNK HIGHWAY 50 AND TRUNK HIGHWAY 61,
 PP3431'46.0 FT (14.0 M) SOUTH OF TRUNK HIGHWAY 61, 18.0 FT (5.5 M) WEST OF A
 PP3431'FIELD ENTRANCE, 3.0 FT (0.9 M) WEST OF A POWER POLE, 1.0 FT (0.3 M)
 PP3431'NORTH OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 PP3416 ***********************************************************************
 PP3416  DESIGNATION -  1913 H
 PP3416  PID         -  PP3416
 PP3416  STATE/COUNTY-  MN/DAKOTA
 PP3416  COUNTRY     -  US
 PP3416  USGS QUAD   -  MIESVILLE (2019)
 PP3416
 PP3416                         *CURRENT SURVEY CONTROL
 PP3416  ______________________________________________________________________
 PP3416* NAD 83(1986) POSITION- 44 36 47.06   (N) 092 51 16.14   (W)   HD_HELD1
 PP3416* NAVD 88 ORTHO HEIGHT -   277.777 (meters)      911.34  (feet) ADJUSTED
 PP3416  ______________________________________________________________________
 PP3416  GEOID HEIGHT    -        -29.425 (meters)                     GEOID18
 PP3416  DYNAMIC HEIGHT  -        277.739 (meters)      911.22  (feet) COMP
 PP3416  MODELED GRAVITY -    980,472.1   (mgal)                       NAVD 88
 PP3416
 PP3416  VERT ORDER      -  SECOND    CLASS I
 PP3416
 PP3416.The horizontal coordinates were determined by differentially corrected
 PP3416.hand held GPS observations or other comparable positioning techniques
 PP3416.and have an estimated accuracy of +/- 3 meters.
 PP3416
 PP3416.The orthometric height was determined by differential leveling and
 PP3416.adjusted by the NATIONAL GEODETIC SURVEY
 PP3416.in June 1995.
 PP3416
 PP3416.Significant digits in the geoid height do not necessarily reflect accuracy.
 PP3416.GEOID18 height accuracy estimate available here.
 PP3416
 PP3416.Click photographs - Photos may exist for this station.
 PP3416
 PP3416.The dynamic height is computed by dividing the NAVD 88
 PP3416.geopotential number by the normal gravity value computed on the
 PP3416.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP3416.degrees latitude (g = 980.6199 gals.).
 PP3416
 PP3416.The modeled gravity was interpolated from observed gravity values.
 PP3416
 PP3416;                    North         East    Units  Estimated Accuracy
 PP3416;SPC MN S     -   279,868.0     890,916.3     MT  (+/- 3 meters HH1 GPS) 
 PP3416
 PP3416_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWK1154539979(NAD 83)
 PP3416
 PP3416                          SUPERSEDED SURVEY CONTROL
 PP3416
 PP3416.No superseded survey control is available for this station.
 PP3416
 PP3416_MARKER: DV = VERTICAL CONTROL DISK
 PP3416_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 PP3416_STAMPING: 1913 H 1988
 PP3416_MARK LOGO: MNDT
 PP3416_PROJECTION: PROJECTING 5 CENTIMETERS
 PP3416_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 PP3416_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PP3416_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 PP3416+SATELLITE: SATELLITE OBSERVATIONS - September 29, 2022
 PP3416_ROD/PIPE-DEPTH: 3.4 meters
 PP3416
 PP3416  HISTORY     - Date     Condition        Report By
 PP3416  HISTORY     - 1988     MONUMENTED       MNDT
 PP3416  HISTORY     - 20021207 GOOD             USPSQD
 PP3416  HISTORY     - 20050917 GOOD             USPSQD
 PP3416  HISTORY     - 20070710 GOOD             MNDT
 PP3416  HISTORY     - 20141027 GOOD             MNDT
 PP3416  HISTORY     - 20220929 GOOD             MNDT
 PP3416
 PP3416                          STATION DESCRIPTION
 PP3416
 PP3416'DESCRIBED BY MN DEPT OF TRANSP 1988
 PP3416'THE MARK IS LOCATED ABOUT 1 MI (1.6 KM) WEST OF THE CITY OF MIESVILLE,
 PP3416'1.1 MI (1.8 KM) WEST ALONG TRUNK HIGHWAY 61 FROM THE WEST BOUNDARY OF
 PP3416'MIESVILLE TO THE JUNCTION OF TRUNK HIGHWAY 50 (WEST) AND HIGHWAY 61
 PP3416'(NORTH AND EAST), THENCE NORTH ALONG HIGHWAY 61 FOR 0.8 MI (1.3 KM)
 PP3416'AND IN THE NE 1/4 OF SECTION 9, T113N, R17W.  THE MARK IS 52.8 FT
 PP3416'(16.1 M) WEST OF AND 6.5 FT (2.0 M) BELOW THE CENTERLINE OF HIGHWAY
 PP3416'61 AT MILEPOINT 108.4, 7.7 FT (2.3 M) WEST-NORTHWEST OF A POWER POLE,
 PP3416'5.5 FT (1.7 M) EAST-SOUTHEAST OF THE EAST SIGN POST OF A LARGE SIGN
 PP3416'AND 0.9 FT (0.3 M) EAST-SOUTHEAST OF A STEEL WITNESS POST.  THE MARK,
 PP3416'A STANDARD MNDT MAGNETIC ALUMINUM VERTICAL CONTROL MONUMENT DISK
 PP3416'STAMPED---1913 H 1988---, IS FASTENED TO THE TOP OF A 3/4 INCH
 PP3416'DIAMETER BY 11 FOOT LONG ALUMINUM ALLOY ROD DRIVEN TO REFUSAL AND
 PP3416'PROJECTS 2 INCHES ABOVE THE SURFACE OF THE GROUND.
 PP3416
 PP3416                          STATION RECOVERY (2002)
 PP3416
 PP3416'RECOVERY NOTE BY US POWER SQUADRON 2002 (JRD)
 PP3416'RECOVERED IN GOOD CONDITION.
 PP3416
 PP3416                          STATION RECOVERY (2005)
 PP3416
 PP3416'RECOVERY NOTE BY US POWER SQUADRON 2005 (SJT)
 PP3416'RECOVERED IN GOOD CONDITION AS DESCRIBER. SPSPS. SJT
 PP3416
 PP3416                          STATION RECOVERY (2007)
 PP3416
 PP3416'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (PJG)
 PP3416'THE MARK IS LOCATED ABOUT 6.9 MI (11.1 KM) SOUTHEAST OF VERMILLION,
 PP3416'6.5 MI (10.5 KM) WEST-NORTHWEST OF WELCH AND 2.2 MI (3.5 KM)
 PP3416'WEST-NORTHWEST OF MIESVILLE.
 PP3416'
 PP3416'TO REACH TO THE MARK GO 0.8 MI (1.3 KM) NORTH OF THE JUNCTION OF TRUNK
 PP3416'HIGHWAY 61 AND TRUNK HIGHWAY 50 AT TRUNK HIGHWAY 61 MILE POINT 108.4,
 PP3416'52.8 FT (16.1 M) WEST OF TRUNK HIGHWAY 61, 7.7 FT (2.3 M)
 PP3416'WEST-NORTHWEST OF POWER POLE, 5.5 FT (1.7 M) EAST-SOUTHEAST OF EAST
 PP3416'SIGN POST FOR LARGE SIGN, 0.9 FT (0.3 M) EAST-SOUTHEAST OF A WITNESS
 PP3416'POST.
 PP3416
 PP3416                          STATION RECOVERY (2014)
 PP3416
 PP3416'RECOVERY NOTE BY MN DEPT OF TRANSP 2014 (MAS)
 PP3416'RECOVERED AS DESCRIBED.
 PP3416
 PP3416                          STATION RECOVERY (2022)
 PP3416
 PP3416'RECOVERY NOTE BY MN DEPT OF TRANSP 2022 (MJS)
 PP3416'2.0 MI (3.2 KM) WEST-NORTHWEST OF MIESVILLE, 0.8 MI (1.3 KM) NORTH
 PP3416'ALONG TRUNK HIGHWAY 61 FROM THE JUNCTION OF TRUNK HIGHWAY 61 AND TRUNK
 PP3416'HIGHWAY 50 (THE JUNCTION IS 2.0 MI (3.2 KM) WEST OF MIESVILLE), AT
 PP3416'TRUNK HIGHWAY 61 MILE POINT 108.4, 52.8 FT (16.1 M) WEST OF TRUNK
 PP3416'HIGHWAY 61, 5.1 FT (1.6 M) EAST-SOUTHEAST OF THE EAST SIGN POST FOR A
 PP3416'LARGE SIGN, 0.9 FT (27 CM) EAST-SOUTHEAST OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 PP3419 ***********************************************************************
 PP3419  DESIGNATION -  1913 L
 PP3419  PID         -  PP3419
 PP3419  STATE/COUNTY-  MN/DAKOTA
 PP3419  COUNTRY     -  US
 PP3419  USGS QUAD   -  HASTINGS (2019)
 PP3419
 PP3419                         *CURRENT SURVEY CONTROL
 PP3419  ______________________________________________________________________
 PP3419* NAD 83(1986) POSITION- 44 38 39.92   (N) 092 51 10.18   (W)   HD_HELD1
 PP3419* NAVD 88 ORTHO HEIGHT -   259.514 (meters)      851.42  (feet) ADJUSTED
 PP3419  ______________________________________________________________________
 PP3419  GEOID HEIGHT    -        -29.373 (meters)                     GEOID18
 PP3419  DYNAMIC HEIGHT  -        259.479 (meters)      851.31  (feet) COMP
 PP3419  MODELED GRAVITY -    980,478.4   (mgal)                       NAVD 88
 PP3419
 PP3419  VERT ORDER      -  SECOND    CLASS I
 PP3419
 PP3419.The horizontal coordinates were determined by differentially corrected
 PP3419.hand held GPS observations or other comparable positioning techniques
 PP3419.and have an estimated accuracy of +/- 3 meters.
 PP3419
 PP3419.The orthometric height was determined by differential leveling and
 PP3419.adjusted by the NATIONAL GEODETIC SURVEY
 PP3419.in June 1995.
 PP3419
 PP3419.Significant digits in the geoid height do not necessarily reflect accuracy.
 PP3419.GEOID18 height accuracy estimate available here.
 PP3419
 PP3419.Click photographs - Photos may exist for this station.
 PP3419
 PP3419.The dynamic height is computed by dividing the NAVD 88
 PP3419.geopotential number by the normal gravity value computed on the
 PP3419.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP3419.degrees latitude (g = 980.6199 gals.).
 PP3419
 PP3419.The modeled gravity was interpolated from observed gravity values.
 PP3419
 PP3419;                    North         East    Units  Estimated Accuracy
 PP3419;SPC MN S     -   283,353.0     890,998.8     MT  (+/- 3 meters HH1 GPS) 
 PP3419
 PP3419_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWK1167043461(NAD 83)
 PP3419
 PP3419                          SUPERSEDED SURVEY CONTROL
 PP3419
 PP3419.No superseded survey control is available for this station.
 PP3419
 PP3419_MARKER: DV = VERTICAL CONTROL DISK
 PP3419_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 PP3419_STAMPING: 1913 L 1988
 PP3419_MARK LOGO: MNDT
 PP3419_PROJECTION: RECESSED 3 CENTIMETERS
 PP3419_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 PP3419_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PP3419_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 PP3419+SATELLITE: SATELLITE OBSERVATIONS - September 28, 2022
 PP3419_ROD/PIPE-DEPTH: 10.7 meters
 PP3419
 PP3419  HISTORY     - Date     Condition        Report By
 PP3419  HISTORY     - 1988     MONUMENTED       MNDT
 PP3419  HISTORY     - 20021130 GOOD             USPSQD
 PP3419  HISTORY     - 20070710 GOOD             MNDT
 PP3419  HISTORY     - 20110616 GOOD             MNDT
 PP3419  HISTORY     - 20141027 GOOD             MNDT
 PP3419  HISTORY     - 20220928 GOOD             MNDT
 PP3419
 PP3419                          STATION DESCRIPTION
 PP3419
 PP3419'DESCRIBED BY MN DEPT OF TRANSP 1988
 PP3419'THE MARK IS LOCATED ABOUT 2.75 MI (4.43 KM) NORTHWEST OF THE CITY OF
 PP3419'MIESVILLE, 1.1 MI (1.8 KM) EAST ALONG TRUNK HIGHWAY 61 FROM THE WEST
 PP3419'BOUNDARY OF MIESVILLE TO ITS JUNCTION WITH TRUNK HIGHWAY 50 (WEST),
 PP3419'THENCE 3.0 MI (4.8 KM) NORTH ALONG HIGHWAY 61, IN THE NORTHEAST
 PP3419'QUADRANT OF THE INTERSECTION OF 210TH STREET AND HIGHWAY 61 AND IN
 PP3419'THE SW 1/4 OF SECTION 27, T114N, R17W.  THE MARK IS 137.5 FT
 PP3419'(41.9 M) EAST OF THE CENTERLINE OF HIGHWAY 61 AT MILEPOINT 110.5,
 PP3419'27.4 FT (8.4 M) NORTH OF THE CENTER OF 210TH STREET, 1.7 FT (0.5 M)
 PP3419'WEST OF A POWER POLE WITH AN ANCHOR AND 1.5 FT (0.5 M) EAST OF A STEEL
 PP3419'WITNESS POST.  THE MARK, A STANDARD MNDT MAGNETIC ALUMINUM VERTICAL
 PP3419'CONTROL MONUMENT DISK STAMPED---1913 L 1988---, IS FASTENED TO THE
 PP3419'TOP OF A 3/4 INCH BY 35 FOOT LONG ALUMINUM ALLOY ROD DRIVEN TO
 PP3419'SPECIFICATIONS AND IS FLUSH WITH THE SURFACE OF THE GROUND.
 PP3419
 PP3419                          STATION RECOVERY (2002)
 PP3419
 PP3419'RECOVERY NOTE BY US POWER SQUADRON 2002 (JRD)
 PP3419'RECOVERED IN GOOD CONDITION.
 PP3419
 PP3419                          STATION RECOVERY (2007)
 PP3419
 PP3419'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (PJG)
 PP3419'THE MARK IS LOCATED ABOUT 6.8 MI (10.9 KM) SOUTH OF HASTINGS, 6.0 MI
 PP3419'(9.7 KM) EAST-SOUTHEAST OF VERMILLION AND 3.6 MI (5.8 KM)
 PP3419'NORTH-NORTHWEST OF MIESVILLE.
 PP3419'
 PP3419'TO REACH TO THE MARK GO 3.0 MI (4.8 KM) NORTH OF THE JUNCTION OF TRUNK
 PP3419'HIGHWAY 61 AND TRUNK HIGHWAY 50 AT TRUNK HIGHWAY 61 MILE POINT 110.5,
 PP3419'IN NORTHEAST QUADRANT OF THE JUNCTION OF TRUNK HIGHWAY 61 AND 210TH
 PP3419'STREET, 137.5 FT (41.9 M) EAST OF TRUNK HIGHWAY 61, 27.4 FT (8.4 M)
 PP3419'NORTH OF 210TH STREET, 1.7 FT (0.5 M) WEST OF POWER POLE WITH GUY
 PP3419'WIRE, 1.5 FT (0.5 M) EAST OF A WITNESS POS.
 PP3419
 PP3419                          STATION RECOVERY (2011)
 PP3419
 PP3419'RECOVERY NOTE BY MN DEPT OF TRANSP 2011 (MAS)
 PP3419'RECOVERED AS DESCRIBED.
 PP3419
 PP3419                          STATION RECOVERY (2014)
 PP3419
 PP3419'RECOVERY NOTE BY MN DEPT OF TRANSP 2014 (MAS)
 PP3419'RECOVERED AS DESCRIBED.
 PP3419
 PP3419                          STATION RECOVERY (2022)
 PP3419
 PP3419'RECOVERY NOTE BY MN DEPT OF TRANSP 2022 (MJS)
 PP3419'3.0 MI (4.8 KM) NORTHWEST OF MIESVILLE, 3.0 MI (4.8 KM) NORTH ALONG
 PP3419'TRUNK HIGHWAY 61 FROM THE JUNCTION OF TRUNK HIGHWAY 61 AND TRUNK
 PP3419'HIGHWAY 50 (THE JUNCTION IS 2.0 MI (3.2 KM) WEST OF MIESVILLE), AT
 PP3419'TRUNK HIGHWAY 61 MILE POINT 110.5, IN THE NORTHEAST QUADRANT OF THE
 PP3419'JUNCTION OF TRUNK HIGHWAY 61 AND 210TH STREET, 137.5 FT (41.9 M) EAST
 PP3419'OF TRUNK HIGHWAY 61, 27.4 FT (8.4 M) NORTH OF 210TH STREET, 1.7 FT
 PP3419'(0.5 M) WEST OF A POWER POLE WITH A GUY WIRE, 1.5 FT (0.5 M) EAST OF A
 PP3419'WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DO1596 ***********************************************************************
 DO1596  DESIGNATION -  1913 M RESET
 DO1596  PID         -  DO1596
 DO1596  STATE/COUNTY-  MN/DAKOTA
 DO1596  COUNTRY     -  US
 DO1596  USGS QUAD   -  HASTINGS (2019)
 DO1596
 DO1596                         *CURRENT SURVEY CONTROL
 DO1596  ______________________________________________________________________
 DO1596* NAD 83(1986) POSITION- 44 39 11.90   (N) 092 51 14.81   (W)   HD_HELD1
 DO1596* NAVD 88 ORTHO HEIGHT -   258.622 (meters)      848.50  (feet) ADJUSTED
 DO1596  ______________________________________________________________________
 DO1596  GEOID HEIGHT    -        -29.348 (meters)                     GEOID18
 DO1596  DYNAMIC HEIGHT  -        258.588 (meters)      848.38  (feet) COMP
 DO1596  MODELED GRAVITY -    980,480.9   (mgal)                       NAVD 88
 DO1596
 DO1596  VERT ORDER      -  SECOND    CLASS I
 DO1596
 DO1596.The horizontal coordinates were determined by differentially corrected
 DO1596.hand held GPS observations or other comparable positioning techniques
 DO1596.and have an estimated accuracy of +/- 3 meters.
 DO1596
 DO1596.The orthometric height was determined by differential leveling and
 DO1596.adjusted by the NATIONAL GEODETIC SURVEY
 DO1596.in June 2013.
 DO1596
 DO1596.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO1596.GEOID18 height accuracy estimate available here.
 DO1596
 DO1596.Click photographs - Photos may exist for this station.
 DO1596
 DO1596.The dynamic height is computed by dividing the NAVD 88
 DO1596.geopotential number by the normal gravity value computed on the
 DO1596.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO1596.degrees latitude (g = 980.6199 gals.).
 DO1596
 DO1596.The modeled gravity was interpolated from observed gravity values.
 DO1596
 DO1596;                    North         East    Units  Estimated Accuracy
 DO1596;SPC MN S     -   284,338.5     890,882.9     MT  (+/- 3 meters HH1 GPS) 
 DO1596
 DO1596_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWK1156744448(NAD 83)
 DO1596
 DO1596                          SUPERSEDED SURVEY CONTROL
 DO1596
 DO1596.No superseded survey control is available for this station.
 DO1596
 DO1596_MARKER: I = METAL ROD
 DO1596_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DO1596_STAMPING: 1913 M RESET 2011
 DO1596_MARK LOGO: MNDT
 DO1596_PROJECTION: RECESSED 8 CENTIMETERS
 DO1596_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DO1596_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DO1596_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DO1596+SATELLITE: SATELLITE OBSERVATIONS - September 28, 2022
 DO1596_ROD/PIPE-DEPTH: 10.7 meters
 DO1596
 DO1596  HISTORY     - Date     Condition        Report By
 DO1596  HISTORY     - 20110616 MONUMENTED       MNDT
 DO1596  HISTORY     - 20141027 GOOD             MNDT
 DO1596  HISTORY     - 20220928 GOOD             MNDT
 DO1596
 DO1596                          STATION DESCRIPTION
 DO1596
 DO1596'DESCRIBED BY MN DEPT OF TRANSP 2011
 DO1596'THE MARK IS 3.6 MI (5.8 KM) NORTH ALONG TRUNK HIGHWAY 61 FROM THE
 DO1596'JUNCTION OF TRUNK HIGHWAY 61 AND TRUNK HIGHWAY 50 (JUNCTION IS 1.1 MI
 DO1596'(1.8 KM) WEST OF MIESVILLE).
 DO1596'
 DO1596'TO REACH THE MARK AT TRUNK HIGHWAY 61 MILE POINT 111.1, IN NORTHWEST
 DO1596'QUADRANT OF THE JUNCTION OF TRUNK HIGHWAY 61 AND 205TH STREET.
 DO1596'
 DO1596'IT IS 144.5 FT (44.0 M) WEST OF TRUNK HIGHWAY 61, 66.0 FT (20.1 M)
 DO1596'NORTH OF 205TH STREET, 12.7 FT (3.9 M) SOUTH-SOUTHEAST OF THE
 DO1596'NORTHEAST CORNER OF MARSHAN TOWN HALL, 22.7 FT (6.9 M) SOUTH-SOUTHWEST
 DO1596'OF POWER POLE WITH LIGHT, 90.7 FT (27.6 M) NORTH OF POWER POLE WITH
 DO1596'TRANSFORMER AND LIGHT, 0.5 FT (15 CM) NORTH OF NORTH EDGE OF SIDEWALK.
 DO1596'NOTE - THE STATION MARK CONSISTS OF A 3/4 INCH (19 MM) DIAMETER
 DO1596'ALUMINUM ROD DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL MARK
 DO1596'REMOVABLE DISK SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY
 DO1596'A SIX-INCH PVC PIPE BACKFILLED WITH WASHED SAND.
 DO1596
 DO1596                          STATION RECOVERY (2014)
 DO1596
 DO1596'RECOVERY NOTE BY MN DEPT OF TRANSP 2014 (MAS)
 DO1596'RECOVERED AS DESCRIBED.
 DO1596'
 DO1596'NOTE - THE STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM
 DO1596'ROD DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION REMOVABLE
 DO1596'DISK SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH
 DO1596'PVC PIPE BACK FILLED WITH WASHED SAND.
 DO1596
 DO1596                          STATION RECOVERY (2022)
 DO1596
 DO1596'RECOVERY NOTE BY MN DEPT OF TRANSP 2022 (MJS)
 DO1596'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 PP3421 ***********************************************************************
 PP3421  DESIGNATION -  1913 N
 PP3421  PID         -  PP3421
 PP3421  STATE/COUNTY-  MN/DAKOTA
 PP3421  COUNTRY     -  US
 PP3421  USGS QUAD   -  HASTINGS (2019)
 PP3421
 PP3421                         *CURRENT SURVEY CONTROL
 PP3421  ______________________________________________________________________
 PP3421* NAD 83(1986) POSITION- 44 39 41.73   (N) 092 51 12.66   (W)   HD_HELD1
 PP3421* NAVD 88 ORTHO HEIGHT -   268.134 (meters)      879.70  (feet) ADJUSTED
 PP3421  ______________________________________________________________________
 PP3421  GEOID HEIGHT    -        -29.331 (meters)                     GEOID18
 PP3421  DYNAMIC HEIGHT  -        268.100 (meters)      879.59  (feet) COMP
 PP3421  MODELED GRAVITY -    980,483.1   (mgal)                       NAVD 88
 PP3421
 PP3421  VERT ORDER      -  SECOND    CLASS I
 PP3421
 PP3421.The horizontal coordinates were determined by differentially corrected
 PP3421.hand held GPS observations or other comparable positioning techniques
 PP3421.and have an estimated accuracy of +/- 3 meters.
 PP3421
 PP3421.The orthometric height was determined by differential leveling and
 PP3421.adjusted by the NATIONAL GEODETIC SURVEY
 PP3421.in June 1995.
 PP3421
 PP3421.Significant digits in the geoid height do not necessarily reflect accuracy.
 PP3421.GEOID18 height accuracy estimate available here.
 PP3421
 PP3421.Click photographs - Photos may exist for this station.
 PP3421
 PP3421.The dynamic height is computed by dividing the NAVD 88
 PP3421.geopotential number by the normal gravity value computed on the
 PP3421.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP3421.degrees latitude (g = 980.6199 gals.).
 PP3421
 PP3421.The modeled gravity was interpolated from observed gravity values.
 PP3421
 PP3421;                    North         East    Units  Estimated Accuracy
 PP3421;SPC MN S     -   285,259.8     890,917.4     MT  (+/- 3 meters HH1 GPS) 
 PP3421
 PP3421_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWK1161245369(NAD 83)
 PP3421
 PP3421                          SUPERSEDED SURVEY CONTROL
 PP3421
 PP3421.No superseded survey control is available for this station.
 PP3421
 PP3421_MARKER: DV = VERTICAL CONTROL DISK
 PP3421_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 PP3421+WITH SETTING: INFORMATION.
 PP3421_STAMPING: 1913 N 1988
 PP3421_MARK LOGO: MNDT
 PP3421_PROJECTION: RECESSED 3 CENTIMETERS
 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 NOT SUITABLE FOR
 PP3421+SATELLITE: SATELLITE OBSERVATIONS - September 28, 2022
 PP3421
 PP3421  HISTORY     - Date     Condition        Report By
 PP3421  HISTORY     - 19880801 MONUMENTED       MNDT
 PP3421  HISTORY     - 20021130 GOOD             USPSQD
 PP3421  HISTORY     - 20021228 GOOD             USPSQD
 PP3421  HISTORY     - 20070710 GOOD             MNDT
 PP3421  HISTORY     - 20110616 GOOD             MNDT
 PP3421  HISTORY     - 20141027 GOOD             MNDT
 PP3421  HISTORY     - 20220928 GOOD             MNDT
 PP3421
 PP3421                          STATION DESCRIPTION
 PP3421
 PP3421'DESCRIBED BY MN DEPT OF TRANSP 1988
 PP3421'THE MARK IS LOCATED ABOUT 3.75 MI (6.03 KM) SOUTH OF THE CITY OF
 PP3421'HASTINGS, 4.15 MI (6.68 KM) SOUTH ALONG TRUNK HIGHWAY 61 FROM ITS
 PP3421'JUNCTION WITH TRUNK HIGHWAY 316 IN THE SOUTH PART OF HASTINGS, AT THE
 PP3421'JUNCTION OF 198TH STREET AND IN THE SE 1/4 OF SECTION 21, T114N,
 PP3421'R17W.  THE MARK IS 45.5 FT (13.9 M) WEST OF AND ABOUT 3 FT (0.9 M)
 PP3421'LOWER THAN THE CENTERLINE OF HIGHWAY 61 AT MILEPOINT 111.8, 31.0 FT
 PP3421'(9.4 M) NORTH OF THE CENTER OF 198TH STREET, 1.7 FT (0.5 M) WEST OF A
 PP3421'TELEPHONE CABLE POLE AND POWER POLE WITH A TRANSFORMER AND 71.9 FT
 PP3421'(21.9 M) NORTH OF A TELEPHONE CABLE POLE.  THE MARK, A STANDARD MNDT
 PP3421'MAGNETIC ALUMINUM VERTICAL CONTROL MONUMENT DISK STAMPED---1913 N
 PP3421'1988---, IS FASTENED TO THE TOP OF A 3/4 INCH DIAMETER BY 9 FOOT LONG
 PP3421'ALUMINUM ALLOY ROD DRIVEN TO REFUSAL AND IS FLUSH WITH THE SURFACE OF
 PP3421'THE GROUND.
 PP3421
 PP3421                          STATION RECOVERY (2002)
 PP3421
 PP3421'RECOVERY NOTE BY US POWER SQUADRON 2002 (JRD)
 PP3421'RECOVERED IN GOOD CONDITION.
 PP3421
 PP3421                          STATION RECOVERY (2002)
 PP3421
 PP3421'RECOVERY NOTE BY US POWER SQUADRON 2002 (CTK)
 PP3421'RECOVERED IN GOOD CONDITION.
 PP3421
 PP3421                          STATION RECOVERY (2007)
 PP3421
 PP3421'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (PJG)
 PP3421'THE MARK IS LOCATED ABOUT 5.7 MI (9.2 KM) EAST OF VERMILLION, 5.7 MI
 PP3421'(9.2 KM) SOUTH OF HASTINGS AND 4.7 MI (7.6 KM) NORTH-NORTHWEST OF
 PP3421'MIESVILLE.
 PP3421'
 PP3421'TO REACH TO THE MARK GO 4.15 MI (6.7 KM) SOUTH OF THE JUNCTION OF
 PP3421'TRUNK HIGHWAY 61 AND TRUNK HIGHWAY 316 AT HASTINGS, AT TRUNK HIGHWAY
 PP3421'61 MILE POINT 111.8, AT THE JUNCTION OF TRUNK HIGHWAY 61 AND 198TH
 PP3421'STREET, 45.5 FT (13.9 M) WEST OF TRUNK HIGHWAY 61, 31.0 FT (9.4 M)
 PP3421'NORTH OF 198TH STREET, 1.7 FT (0.5 M) WEST OF AND POWER POLE WITH
 PP3421'TRANSFORMER, 71.9 FT (21.9 M) NORTH OF POWER POLE.
 PP3421
 PP3421                          STATION RECOVERY (2011)
 PP3421
 PP3421'RECOVERY NOTE BY MN DEPT OF TRANSP 2011 (MAS)
 PP3421'THE MARK IS 4.5 MI (7.2 KM) SOUTH OF HASTINGS.
 PP3421'
 PP3421'TO REACH THE MARK GO 4.15 MI (6.7 KM) SOUTH ALONG TRUNK HIGHWAY 61
 PP3421'FROM THE JUNCTION OF TRUNK HIGHWAY 61 AND TRUNK HIGHWAY 316 IN
 PP3421'HASTINGS, AT TRUNK HIGHWAY 61 MILE POINT 111.8, AT THE JUNCTION OF
 PP3421'TRUNK HIGHWAY 61 AND 198TH STREET.
 PP3421'
 PP3421'IT IS 45.5 FT (13.9 M) WEST OF TRUNK HIGHWAY 61, 31.0 FT (9.4 M) NORTH
 PP3421'OF 198TH STREET, 1.7 FT (0.5 M) WEST OF POWER POLE WITH TRANSFORMER,
 PP3421'71.9 FT (21.9 M) NORTH OF POWER POLE, 2.3 FT (0.7 M) NORTHWEST OF A
 PP3421'WITNESS POST.
 PP3421
 PP3421                          STATION RECOVERY (2014)
 PP3421
 PP3421'RECOVERY NOTE BY MN DEPT OF TRANSP 2014 (MAS)
 PP3421'RECOVERED AS DESCRIBED.
 PP3421
 PP3421                          STATION RECOVERY (2022)
 PP3421
 PP3421'RECOVERY NOTE BY MN DEPT OF TRANSP 2022 (MJS)
 PP3421'4.5 MI (7.2 KM) SOUTH OF HASTINGS, 4.15 MI (6.68 KM) SOUTH ALONG TRUNK
 PP3421'HIGHWAY 61 FROM THE JUNCTION OF TRUNK HIGHWAY 61 AND TRUNK HIGHWAY 316
 PP3421'IN HASTINGS, AT TRUNK HIGHWAY 61 MILE POINT 111.8, AT THE JUNCTION OF
 PP3421'TRUNK HIGHWAY 61 AND 198TH STREET, 45.5 FT (13.9 M) WEST OF TRUNK
 PP3421'HIGHWAY 61, 31.0 FT (9.4 M) NORTH OF 198TH STREET, 71.9 FT (21.9 M)
 PP3421'NORTH OF A POWER POLE, 1.7 FT (0.5 M) WEST OF A POWER POLE WITH A
 PP3421'TRANSFORMER, 1.7 FT (0.5 M) WEST OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 PP3422 ***********************************************************************
 PP3422  DESIGNATION -  1913 P
 PP3422  PID         -  PP3422
 PP3422  STATE/COUNTY-  MN/DAKOTA
 PP3422  COUNTRY     -  US
 PP3422  USGS QUAD   -  HASTINGS (2019)
 PP3422
 PP3422                         *CURRENT SURVEY CONTROL
 PP3422  ______________________________________________________________________
 PP3422* NAD 83(1986) POSITION- 44 40 24.38   (N) 092 51 09.28   (W)   HD_HELD1
 PP3422* NAVD 88 ORTHO HEIGHT -   250.185 (meters)      820.82  (feet) ADJUSTED
 PP3422  ______________________________________________________________________
 PP3422  GEOID HEIGHT    -        -29.305 (meters)                     GEOID18
 PP3422  DYNAMIC HEIGHT  -        250.154 (meters)      820.71  (feet) COMP
 PP3422  MODELED GRAVITY -    980,486.1   (mgal)                       NAVD 88
 PP3422
 PP3422  VERT ORDER      -  SECOND    CLASS I
 PP3422
 PP3422.The horizontal coordinates were determined by differentially corrected
 PP3422.hand held GPS observations or other comparable positioning techniques
 PP3422.and have an estimated accuracy of +/- 3 meters.
 PP3422
 PP3422.The orthometric height was determined by differential leveling and
 PP3422.adjusted by the NATIONAL GEODETIC SURVEY
 PP3422.in June 1995.
 PP3422
 PP3422.Significant digits in the geoid height do not necessarily reflect accuracy.
 PP3422.GEOID18 height accuracy estimate available here.
 PP3422
 PP3422.Click photographs - Photos may exist for this station.
 PP3422
 PP3422.The dynamic height is computed by dividing the NAVD 88
 PP3422.geopotential number by the normal gravity value computed on the
 PP3422.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP3422.degrees latitude (g = 980.6199 gals.).
 PP3422
 PP3422.The modeled gravity was interpolated from observed gravity values.
 PP3422
 PP3422;                    North         East    Units  Estimated Accuracy
 PP3422;SPC MN S     -   286,577.2     890,973.4     MT  (+/- 3 meters HH1 GPS) 
 PP3422
 PP3422_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWK1168446685(NAD 83)
 PP3422
 PP3422                          SUPERSEDED SURVEY CONTROL
 PP3422
 PP3422.No superseded survey control is available for this station.
 PP3422
 PP3422_MARKER: DV = VERTICAL CONTROL DISK
 PP3422_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 PP3422_STAMPING: 1913 P 1988
 PP3422_MARK LOGO: MNDT
 PP3422_PROJECTION: FLUSH
 PP3422_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 PP3422_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PP3422_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 PP3422+SATELLITE: SATELLITE OBSERVATIONS - September 28, 2022
 PP3422_ROD/PIPE-DEPTH: 16.8 meters
 PP3422
 PP3422  HISTORY     - Date     Condition        Report By
 PP3422  HISTORY     - 1988     MONUMENTED       MNDT
 PP3422  HISTORY     - 20021130 GOOD             USPSQD
 PP3422  HISTORY     - 20021228 GOOD             USPSQD
 PP3422  HISTORY     - 20070710 GOOD             MNDT
 PP3422  HISTORY     - 20110616 GOOD             MNDT
 PP3422  HISTORY     - 20150709 GOOD             MNDT
 PP3422  HISTORY     - 20220928 GOOD             MNDT
 PP3422
 PP3422                          STATION DESCRIPTION
 PP3422
 PP3422'DESCRIBED BY MN DEPT OF TRANSP 1988
 PP3422'THE MARK IS LOCATED ABOUT 3 MI (4.8 KM) SOUTH OF THE CITY OF HASTINGS,
 PP3422'3.35 MI (5.39 KM) SOUTH ALONG TRUNK HIGHWAY 61 FROM ITS JUNCTION WITH
 PP3422'TRUNK HIGHWAY 316 IN THE SOUTH PART OF HASTINGS, AT THE JUNCTION OF
 PP3422'190TH STREET AND IN THE SW 1/4 OF SECTION 15, T114N, R17W.  THE MARK
 PP3422'IS 225 FT (68.6 M) EAST OF AND ABOUT 3 FT (0.9 M) LOWER THAN THE
 PP3422'CENTERLINE OF HIGHWAY 61 AT MILEPOINT 112.5, 27.5 FT (8.4 M) NORTH OF
 PP3422'THE CENTERLINE OF 190TH STREET (COUNTY ROAD 62), 2.3 FT (0.7 M) WEST
 PP3422'OF A POWER POLE AND 0.8 FT (0.2 M) EAST OF A STEEL WITNESS POST.  THE
 PP3422'MARK, A STANDARD MNDT MAGNETIC ALUMINUM VERTICAL CONTROL MONUMENT
 PP3422'DISK STAMPED---1913 P 1988---, IS FASTENED TO THE TOP OF A 3/4 INCH
 PP3422'DIAMETER BY 55 FOOT LONG ALUMINUM ALLOY ROD DRIVEN TO SPECIFICATIONS
 PP3422'AND IS FLUSH WITH THE SURFACE OF THE GROUND.
 PP3422
 PP3422                          STATION RECOVERY (2002)
 PP3422
 PP3422'RECOVERY NOTE BY US POWER SQUADRON 2002 (JRD)
 PP3422'IN MARK LOCATION, CHANGE 2.3 FT (O.7M ) WEST, TO ABOUT 100 FEET(30.7 M
 PP3422') WEST OF A POWER POLE .....
 PP3422
 PP3422                          STATION RECOVERY (2002)
 PP3422
 PP3422'RECOVERY NOTE BY US POWER SQUADRON 2002 (CTK)
 PP3422'RECOVERED IN GOOD CONDITION.
 PP3422
 PP3422                          STATION RECOVERY (2007)
 PP3422
 PP3422'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (PJG)
 PP3422'THE MARK IS LOCATED ABOUT 5.6 MI (9.0 KM) EAST OF VERMILLION, 5.4 MI
 PP3422'(8.7 KM) NORTH-NORTHWEST OF MIESVILLE AND 4.8 MI (7.7 KM) SOUTH OF
 PP3422'HASTINGS.
 PP3422'
 PP3422'TO REACH TO THE MARK GO 3.35 MI (5.4 KM) SOUTH OF THE JUNCTION OF
 PP3422'TRUNK HIGHWAY 61 AND TRUNK HIGHWAY 316 AT HASTINGS, AT TRUNK HIGHWAY
 PP3422'61 MILE POINT 112.5, AT THE JUNCTION OF TRUNK HIGHWAY 61 AND 190TH
 PP3422'STREET, 225 FT (68.6 M) EAST OF TRUNK HIGHWAY 61, 27.5 FT (8.4 M)
 PP3422'NORTH OF 190TH STREET (COUNTY ROAD 62), 0.8 FT (0.2 M) EAST OF A
 PP3422'WITNESS POST.
 PP3422
 PP3422                          STATION RECOVERY (2011)
 PP3422
 PP3422'RECOVERY NOTE BY MN DEPT OF TRANSP 2011 (MAS)
 PP3422'RECOVERED AS DESCRIBED.
 PP3422
 PP3422                          STATION RECOVERY (2015)
 PP3422
 PP3422'RECOVERY NOTE BY MN DEPT OF TRANSP 2015 (CRF)
 PP3422'RECOVERED AS DESCRIBED.
 PP3422
 PP3422                          STATION RECOVERY (2022)
 PP3422
 PP3422'RECOVERY NOTE BY MN DEPT OF TRANSP 2022 (MJS)
 PP3422'3.35 MI (5.39 KM) SOUTH OF HASTINGS, 3.35 MI (5.39 KM) SOUTH ALONG
 PP3422'TRUNK HIGHWAY 61 FROM THE JUNCTION OF TRUNK HIGHWAY 61 AND TRUNK
 PP3422'HIGHWAY 316 IN HASTINGS, AT TRUNK HIGHWAY 61 MILE POINT 112.5, AT THE
 PP3422'JUNCTION OF TRUNK HIGHWAY 61 AND 190TH STREET, 225.0 FT (68.6 M) EAST
 PP3422'OF TRUNK HIGHWAY 61, 89.0 FT (27.1 M) WEST OF A POWER POLE (ID NUMBER
 PP3422'DAHM77), 27.5 FT (8.4 M) NORTH OF 190TH STREET (COUNTY ROAD 62), 0.8
 PP3422'FT (24 CM) SOUTH OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 PP3423 ***********************************************************************
 PP3423  DESIGNATION -  1913 Q
 PP3423  PID         -  PP3423
 PP3423  STATE/COUNTY-  MN/DAKOTA
 PP3423  COUNTRY     -  US
 PP3423  USGS QUAD   -  HASTINGS (2019)
 PP3423
 PP3423                         *CURRENT SURVEY CONTROL
 PP3423  ______________________________________________________________________
 PP3423* NAD 83(1986) POSITION- 44 40 54.49   (N) 092 51 16.61   (W)   HD_HELD1
 PP3423* NAVD 88 ORTHO HEIGHT -   250.212 (meters)      820.90  (feet) ADJUSTED
 PP3423  ______________________________________________________________________
 PP3423  GEOID HEIGHT    -        -29.272 (meters)                     GEOID18
 PP3423  DYNAMIC HEIGHT  -        250.181 (meters)      820.80  (feet) COMP
 PP3423  MODELED GRAVITY -    980,488.9   (mgal)                       NAVD 88
 PP3423
 PP3423  VERT ORDER      -  SECOND    CLASS I
 PP3423
 PP3423.The horizontal coordinates were determined by differentially corrected
 PP3423.hand held GPS observations or other comparable positioning techniques
 PP3423.and have an estimated accuracy of +/- 3 meters.
 PP3423
 PP3423.The orthometric height was determined by differential leveling and
 PP3423.adjusted by the NATIONAL GEODETIC SURVEY
 PP3423.in June 1995.
 PP3423
 PP3423.Significant digits in the geoid height do not necessarily reflect accuracy.
 PP3423.GEOID18 height accuracy estimate available here.
 PP3423
 PP3423.Click photographs - Photos may exist for this station.
 PP3423
 PP3423.The dynamic height is computed by dividing the NAVD 88
 PP3423.geopotential number by the normal gravity value computed on the
 PP3423.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP3423.degrees latitude (g = 980.6199 gals.).
 PP3423
 PP3423.The modeled gravity was interpolated from observed gravity values.
 PP3423
 PP3423;                    North         East    Units  Estimated Accuracy
 PP3423;SPC MN S     -   287,504.2     890,798.9     MT  (+/- 3 meters HH1 GPS) 
 PP3423
 PP3423_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWK1152147613(NAD 83)
 PP3423
 PP3423                          SUPERSEDED SURVEY CONTROL
 PP3423
 PP3423.No superseded survey control is available for this station.
 PP3423
 PP3423_MARKER: DV = VERTICAL CONTROL DISK
 PP3423_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 PP3423_STAMPING: 1913 Q 1988
 PP3423_MARK LOGO: MNDT
 PP3423_PROJECTION: PROJECTING 5 CENTIMETERS
 PP3423_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 PP3423_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PP3423_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 PP3423+SATELLITE: SATELLITE OBSERVATIONS - September 28, 2022
 PP3423_ROD/PIPE-DEPTH: 13.7 meters
 PP3423
 PP3423  HISTORY     - Date     Condition        Report By
 PP3423  HISTORY     - 19880801 MONUMENTED       MNDT
 PP3423  HISTORY     - 20021130 GOOD             USPSQD
 PP3423  HISTORY     - 20021228 GOOD             USPSQD
 PP3423  HISTORY     - 20060116 GOOD             MN-037
 PP3423  HISTORY     - 20070710 GOOD             MNDT
 PP3423  HISTORY     - 20110616 GOOD             MNDT
 PP3423  HISTORY     - 20150709 GOOD             MNDT
 PP3423  HISTORY     - 20220928 GOOD             MNDT
 PP3423
 PP3423                          STATION DESCRIPTION
 PP3423
 PP3423'DESCRIBED BY MN DEPT OF TRANSP 1988
 PP3423'THE MARK IS LOCATED ABOUT 2.5 MI (4.0 KM) SOUTH OF THE CITY OF
 PP3423'HASTINGS, 2.8 MI (4.5 KM) SOUTH ALONG TRUNK HIGHWAY 61 FROM ITS
 PP3423'JUNCTION WITH TRUNK HIGHWAY 316 IN THE SOUTH PART OF HASTINGS, ABOUT
 PP3423'300 FT (91.4 M) WEST OF HIGHWAY 61 AT A GRAVEL ENTRANCE AND IN THE SW
 PP3423'1/4 OF SECTION 15, T114N, R17W.  THE MARK IS 33.0 FT (10.1 M) NORTH
 PP3423'OF AND ABOUT LEVEL WITH THE GRAVEL ENTRANCE, 2.8 FT (0.9 M) EAST OF A
 PP3423'POWER POLE AND 1.0 FT (0.3 M) WEST OF A STEEL WITNESS POST.  THE MARK,
 PP3423'A STANDARD MNDT MAGNETIC ALUMINUM VERTICAL CONTROL MONUMENT DISK
 PP3423'STAMPED---1913 Q 1988---, IS FASTENED TO THE TOP OF A 3/4 INCH
 PP3423'DIAMETER BY 45 FOOT LONG ALUMINUM ALLOY ROD DRIVEN TO SPECIFICATIONS
 PP3423'AND PROJECTS 2 INCHES ABOVE THE SURFACE OF THE GROUND.
 PP3423
 PP3423                          STATION RECOVERY (2002)
 PP3423
 PP3423'RECOVERY NOTE BY US POWER SQUADRON 2002 (JRD)
 PP3423'RECOVERED AS DESCRIBED EXCEPT THAT THE GRAVEL ENTRANCE IS THE GRAVEL
 PP3423'DRIVEWAY TO A HOUSE NUMBERED 18505 HIGHWAY 61.
 PP3423
 PP3423                          STATION RECOVERY (2002)
 PP3423
 PP3423'RECOVERY NOTE BY US POWER SQUADRON 2002 (CTK)
 PP3423'RECOVERED IN GOOD CONDITION.
 PP3423
 PP3423                          STATION RECOVERY (2006)
 PP3423
 PP3423'RECOVERY NOTE BY DAKOTA COUNTY MINNESOTA 2006 (KNB)
 PP3423'RECOVERED IN GOOD CONDITION.
 PP3423
 PP3423                          STATION RECOVERY (2007)
 PP3423
 PP3423'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (PJG)
 PP3423'THE MARK IS LOCATED ABOUT 6.0 MI (9.7 KM) NORTH-NORTHWEST OF
 PP3423'MIESVILLE, 5.6 MI (9.0 KM) EAST OF VERMILLION AND 4.3 MI (6.9 KM)
 PP3423'SOUTH OF HASTINGS.
 PP3423'
 PP3423'TO REACH TO THE MARK GO 2.8 MI (4.5 KM) SOUTH OF THE JUNCTION OF TRUNK
 PP3423'HIGHWAY 61 AND TRUNK HIGHWAY 316 AT HASTINGS, ABOUT 300 FT (91.4 M)
 PP3423'WEST OF TRUNK HIGHWAY 61, 33.0 FT (10.1 M) NORTH OF GRAVEL ENTRANCE,
 PP3423'2.8 FT (0.9 M) EAST OF POWER POLE, 1.0 FT (0.3 M) WEST OF A WITNESS
 PP3423'POST.
 PP3423
 PP3423                          STATION RECOVERY (2011)
 PP3423
 PP3423'RECOVERY NOTE BY MN DEPT OF TRANSP 2011 (MAS)
 PP3423'THE MARK IS 2.6 MI (4.2 KM) SOUTH OF HASTINGS.
 PP3423'
 PP3423'TO REACH THE MARK GO 2.6 MI (4.2 KM) SOUTH ALONG TRUNK HIGHWAY 61 FROM
 PP3423'THE JUNCTION OF TRUNK HIGHWAY 61 AND TRUNK HIGHWAY 316 IN HASTINGS.
 PP3423'
 PP3423'IT IS 300 FT (91.4 M) WEST OF TRUNK HIGHWAY 61, AT TRUNK HIGHWAY 61
 PP3423'MILE POINT 113.1, 33.0 FT (10.1 M) NORTH OF DRIVEWAY NUMBER 18505, 2.8
 PP3423'FT (0.9 M) EAST OF POWER POLE, 1.0 FT (0.3 M) WEST OF A WITNESS POST.
 PP3423
 PP3423                          STATION RECOVERY (2015)
 PP3423
 PP3423'RECOVERY NOTE BY MN DEPT OF TRANSP 2015 (CRF)
 PP3423'RECOVERED AS DESCRIBED.
 PP3423
 PP3423                          STATION RECOVERY (2022)
 PP3423
 PP3423'RECOVERY NOTE BY MN DEPT OF TRANSP 2022 (MJS)
 PP3423'2.6 MI (4.2 KM) SOUTH OF HASTINGS, 2.6 MI (4.2 KM) SOUTH ALONG TRUNK
 PP3423'HIGHWAY 61 FROM THE JUNCTION OF TRUNK HIGHWAY 61 AND TRUNK HIGHWAY 316
 PP3423'IN HASTINGS, ABOUT 300.0 FT (91.4 M) WEST OF TRUNK HIGHWAY 61, AT
 PP3423'TRUNK HIGHWAY 61 MILE POINT 113.1, 33.0 FT (10.1 M) NORTH OF DRIVEWAY
 PP3423'NUMBER 18505, 2.8 FT (0.9 M) EAST OF A POWER POLE, 1.0 FT (0.3 M) WEST
 PP3423'OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 PP3424 ***********************************************************************
 PP3424  DESIGNATION -  1913 R
 PP3424  PID         -  PP3424
 PP3424  STATE/COUNTY-  MN/DAKOTA
 PP3424  COUNTRY     -  US
 PP3424  USGS QUAD   -  HASTINGS (2019)
 PP3424
 PP3424                         *CURRENT SURVEY CONTROL
 PP3424  ______________________________________________________________________
 PP3424* NAD 83(1986) POSITION- 44 41 32.96   (N) 092 51 12.58   (W)   HD_HELD1
 PP3424* NAVD 88 ORTHO HEIGHT -   251.086 (meters)      823.77  (feet) ADJUSTED
 PP3424  ______________________________________________________________________
 PP3424  GEOID HEIGHT    -        -29.243 (meters)                     GEOID18
 PP3424  DYNAMIC HEIGHT  -        251.056 (meters)      823.67  (feet) COMP
 PP3424  MODELED GRAVITY -    980,491.7   (mgal)                       NAVD 88
 PP3424
 PP3424  VERT ORDER      -  SECOND    CLASS I
 PP3424
 PP3424.The horizontal coordinates were determined by differentially corrected
 PP3424.hand held GPS observations or other comparable positioning techniques
 PP3424.and have an estimated accuracy of +/- 3 meters.
 PP3424
 PP3424.The orthometric height was determined by differential leveling and
 PP3424.adjusted by the NATIONAL GEODETIC SURVEY
 PP3424.in June 1995.
 PP3424
 PP3424.Significant digits in the geoid height do not necessarily reflect accuracy.
 PP3424.GEOID18 height accuracy estimate available here.
 PP3424
 PP3424.Click photographs - Photos may exist for this station.
 PP3424
 PP3424.The dynamic height is computed by dividing the NAVD 88
 PP3424.geopotential number by the normal gravity value computed on the
 PP3424.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP3424.degrees latitude (g = 980.6199 gals.).
 PP3424
 PP3424.The modeled gravity was interpolated from observed gravity values.
 PP3424
 PP3424;                    North         East    Units  Estimated Accuracy
 PP3424;SPC MN S     -   288,692.7     890,871.0     MT  (+/- 3 meters HH1 GPS) 
 PP3424
 PP3424_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWK1160848801(NAD 83)
 PP3424
 PP3424                          SUPERSEDED SURVEY CONTROL
 PP3424
 PP3424.No superseded survey control is available for this station.
 PP3424
 PP3424_MARKER: DV = VERTICAL CONTROL DISK
 PP3424_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 PP3424_STAMPING: 1913 R 1988
 PP3424_MARK LOGO: MNDT
 PP3424_PROJECTION: FLUSH
 PP3424_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 PP3424_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PP3424_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PP3424+SATELLITE: SATELLITE OBSERVATIONS - September 28, 2022
 PP3424_ROD/PIPE-DEPTH: 10.1 meters
 PP3424
 PP3424  HISTORY     - Date     Condition        Report By
 PP3424  HISTORY     - 1988     MONUMENTED       MNDT
 PP3424  HISTORY     - 20021130 GOOD             USPSQD
 PP3424  HISTORY     - 20070710 GOOD             MNDT
 PP3424  HISTORY     - 20110615 GOOD             MNDT
 PP3424  HISTORY     - 20150709 GOOD             MNDT
 PP3424  HISTORY     - 20220928 GOOD             MNDT
 PP3424
 PP3424                          STATION DESCRIPTION
 PP3424
 PP3424'DESCRIBED BY MN DEPT OF TRANSP 1988
 PP3424'THE MARK IS LOCATED ABOUT 1.75 MI (2.82 KM) SOUTH OF THE CITY OF
 PP3424'HASTINGS, 2.0 MI (3.2 KM) SOUTH ALONG TRUNK HIGHWAY 61 FROM ITS
 PP3424'JUNCTION WITH TRUNK HIGHWAY 316 IN THE SOUTH PART OF HASTINGS AND IN
 PP3424'THE SE 1/4 OF SECTION 9, T114N, R17W.  THE MARK IS 45.5 FT (13.9 M)
 PP3424'WEST OF AND ABOUT 4 FT (1.2 M) LOWER THAN THE CENTERLINE OF HIGHWAY 61
 PP3424'AT MILEPOINT 113.85, 66.0 FT (20.1 M) SOUTH OF THE EXTENDED CENTER OF
 PP3424'AN ENTRANCE EAST, 96.5 FT (29.4 M) WEST-NORTHWEST OF A POWER POLE
 PP3424'WITH A TRANSFORMER, 3.1 FT (0.9 M) SOUTH OF A TELEPHONE CABLE POLE
 PP3424'AND 0.8 FT (0.2 M) NORTH OF A STEEL WITNESS POST.  THE MARK, A
 PP3424'STANDARD MNDT MAGNETIC ALUMINUM VERTICAL CONTROL MONUMENT DISK
 PP3424'STAMPED---1913 R 1988---, IS FASTENED TO THE TOP OF A 3/4 INCH
 PP3424'DIAMETER BY 33 FOOT LONG ALUMINUM ALLOY ROD DRIVEN TO REFUSAL AND IS
 PP3424'FLUSH WITH THE SURFACE OF THE GROUND.
 PP3424
 PP3424                          STATION RECOVERY (2002)
 PP3424
 PP3424'RECOVERY NOTE BY US POWER SQUADRON 2002 (JRD)
 PP3424'MARK FOUND AS DESCRIBED EXCEPT FOR THE FOLLOWING. THE MARK IS 0.8 FT
 PP3424'(0.2M) EAST OF A STEEL WITNESS POST.
 PP3424
 PP3424                          STATION RECOVERY (2007)
 PP3424
 PP3424'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (PJG)
 PP3424'THE MARK IS LOCATED ABOUT 6.6 MI (10.6 KM) NORTH-NORTHWEST OF
 PP3424'MIESVILLE, 5.7 MI (9.2 KM) EAST-NORTHEAST OF VERMILLION AND 3.5 MI
 PP3424'(5.6 KM) SOUTH OF HASTINGS.
 PP3424'
 PP3424'TO REACH TO THE MARK GO 2.0 MI (3.2 KM) SOUTH OF THE JUNCTION OF TRUNK
 PP3424'HIGHWAY 61 AND TRUNK HIGHWAY 316, AT TRUNK HIGHWAY 61 MILE POINT
 PP3424'113.85, 45.5 FT (13.9 M) WEST OF TRUNK HIGHWAY 61, 66.0 FT (20.1 M)
 PP3424'SOUTH OF EXTENDED ENTRANCE EAST, 96.5 FT (29.4 M) WEST-NORTHWEST OF
 PP3424'POWER POLE WITH TRANSFORMER, 3.1 FT (0.9 M) SOUTH OF TELEPHONE CABLE
 PP3424'POLE, 0.8 FT (0.2 M) NORTH OF A WITNESS POST.
 PP3424
 PP3424                          STATION RECOVERY (2011)
 PP3424
 PP3424'RECOVERY NOTE BY MN DEPT OF TRANSP 2011 (MAS)
 PP3424'RECOVERED AS DESCRIBED.
 PP3424
 PP3424                          STATION RECOVERY (2015)
 PP3424
 PP3424'RECOVERY NOTE BY MN DEPT OF TRANSP 2015 (CRF)
 PP3424'RECOVERED AS DESCRIBED.
 PP3424
 PP3424                          STATION RECOVERY (2022)
 PP3424
 PP3424'RECOVERY NOTE BY MN DEPT OF TRANSP 2022 (MJS)
 PP3424'2.0 MI (3.2 KM) SOUTH OF HASTINGS, 2.0 MI (3.2 KM) SOUTH ALONG TRUNK
 PP3424'HIGHWAY 61 FROM THE JUNCTION OF TRUNK HIGHWAY 61 AND TRUNK HIGHWAY 316
 PP3424'AT TRUNK HIGHWAY 61 MILE POINT 113.85, 45.5 FT (13.9 M) WEST OF TRUNK
 PP3424'HIGHWAY 61, 66.0 FT (20.1 M) SOUTH OF DRIVEWAY NUMBER 17656 EXTENSION,
 PP3424'96.5 FT (29.4 M) WEST-NORTHWEST OF A POWER POLE WITH A TRANSFORMER,
 PP3424'3.1 FT (0.9 M) SOUTH OF A POWER POLE, 0.8 FT (24 CM) NORTH OF A
 PP3424'WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 PP3425 ***********************************************************************
 PP3425  DESIGNATION -  1913 S
 PP3425  PID         -  PP3425
 PP3425  STATE/COUNTY-  MN/DAKOTA
 PP3425  COUNTRY     -  US
 PP3425  USGS QUAD   -  HASTINGS (2019)
 PP3425
 PP3425                         *CURRENT SURVEY CONTROL
 PP3425  ______________________________________________________________________
 PP3425* NAD 83(1986) POSITION- 44 42 08.01   (N) 092 51 14.63   (W)   HD_HELD1
 PP3425* NAVD 88 ORTHO HEIGHT -   253.410 (meters)      831.40  (feet) ADJUSTED
 PP3425  ______________________________________________________________________
 PP3425  GEOID HEIGHT    -        -29.205 (meters)                     GEOID18
 PP3425  DYNAMIC HEIGHT  -        253.381 (meters)      831.30  (feet) COMP
 PP3425  MODELED GRAVITY -    980,494.7   (mgal)                       NAVD 88
 PP3425
 PP3425  VERT ORDER      -  SECOND    CLASS I
 PP3425
 PP3425.The horizontal coordinates were determined by differentially corrected
 PP3425.hand held GPS observations or other comparable positioning techniques
 PP3425.and have an estimated accuracy of +/- 3 meters.
 PP3425
 PP3425.The orthometric height was determined by differential leveling and
 PP3425.adjusted by the NATIONAL GEODETIC SURVEY
 PP3425.in June 1995.
 PP3425
 PP3425.Significant digits in the geoid height do not necessarily reflect accuracy.
 PP3425.GEOID18 height accuracy estimate available here.
 PP3425
 PP3425.Click photographs - Photos may exist for this station.
 PP3425
 PP3425.The dynamic height is computed by dividing the NAVD 88
 PP3425.geopotential number by the normal gravity value computed on the
 PP3425.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP3425.degrees latitude (g = 980.6199 gals.).
 PP3425
 PP3425.The modeled gravity was interpolated from observed gravity values.
 PP3425
 PP3425;                    North         East    Units  Estimated Accuracy
 PP3425;SPC MN S     -   289,773.8     890,810.7     MT  (+/- 3 meters HH1 GPS) 
 PP3425
 PP3425_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWK1156149882(NAD 83)
 PP3425
 PP3425                          SUPERSEDED SURVEY CONTROL
 PP3425
 PP3425.No superseded survey control is available for this station.
 PP3425
 PP3425_MARKER: DV = VERTICAL CONTROL DISK
 PP3425_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 PP3425_STAMPING: 1913 S 1988
 PP3425_MARK LOGO: MNDT
 PP3425_PROJECTION: FLUSH
 PP3425_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 PP3425_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PP3425_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PP3425+SATELLITE: SATELLITE OBSERVATIONS - September 28, 2022
 PP3425_ROD/PIPE-DEPTH: 12.2 meters
 PP3425
 PP3425  HISTORY     - Date     Condition        Report By
 PP3425  HISTORY     - 1988     MONUMENTED       MNDT
 PP3425  HISTORY     - 20021116 GOOD             USPSQD
 PP3425  HISTORY     - 20061114 GOOD             MNDT
 PP3425  HISTORY     - 20110615 GOOD             MNDT
 PP3425  HISTORY     - 20150709 GOOD             MNDT
 PP3425  HISTORY     - 20220928 GOOD             MNDT
 PP3425
 PP3425                          STATION DESCRIPTION
 PP3425
 PP3425'DESCRIBED BY MN DEPT OF TRANSP 1988
 PP3425'THE MARK IS LOCATED ABOUT 1 MI (1.6 KM) SOUTH OF THE CITY OF HASTINGS,
 PP3425'1.3 MI (2.1 KM) SOUTH ALONG TRUNK HIGHWAY 61 FROM ITS JUNCTION WITH
 PP3425'TRUNK HIGHWAY 316 IN THE SOUTH PART OF HASTINGS, IN THE SOUTHWEST
 PP3425'QUADRANT OF ITS INTERSECTION WITH 170TH STREET AND IN THE NE 1/4 OF
 PP3425'SECTION 9, T114N, R17W.  THE MARK IS 225 FT (68.6 M) WEST OF AND
 PP3425'ABOUT 1.5 FT (0.5 M) HIGHER THAN THE CENTERLINE OF HIGHWAY 61 AT
 PP3425'MILEPOINT 114.5, 30.0 FT (9.1 M) SOUTH OF THE CENTER OF 170TH STREET
 PP3425'(GRAVEL ROAD), 72.0 FT (21.9 M) SOUTHWEST OF POWER POLE NUMBER 18-1R,
 PP3425'7.2 FT (2.2 M) EAST OF TELEPHONE CABLE POLE NUMBER 5101 AND 1.4 FT
 PP3425'(0.4 M) WEST OF A STEEL WITNESS POST.  THE MARK, A STANDARD MNDT
 PP3425'MAGNETIC ALUMINUM VERTICAL CONTROL MONUMENT DISK STAMPED---1913 S
 PP3425'1988---, IS FASTENED TO THE TOP OF A 3/4 INCH DIAMETER BY 40 FOOT
 PP3425'LONG ALUMINUM ALLOY ROD DRIVEN TO SPECIFICATIONS AND IS RECESSED 2
 PP3425'INCHES BELOW THE SURFACE OF THE GROUND.
 PP3425
 PP3425                          STATION RECOVERY (2002)
 PP3425
 PP3425'RECOVERY NOTE BY US POWER SQUADRON 2002 (JRD)
 PP3425'RECOVERED IN GOOD CONDITION.
 PP3425
 PP3425                          STATION RECOVERY (2006)
 PP3425
 PP3425'RECOVERY NOTE BY MN DEPT OF TRANSP 2006 (MJS)
 PP3425'THE MARK IS LOCATED ABOUT 7.3 MI (11.7 KM) NORTH-NORTHWEST OF
 PP3425'MIESVILLE, 5.9 MI (9.5 KM) EAST-NORTHEAST OF VERMILLION AND 2.8 MI
 PP3425'(4.5 KM) SOUTH OF HASTINGS.
 PP3425'
 PP3425'TO REACH TO THE MARK GO 1.3 MI (2.1 KM) SOUTH OF THE JUNCTION OF TRUNK
 PP3425'HIGHWAY 61 AND TRUNK HIGHWAY 316 AT HASTINGS, AT TRUNK HIGHWAY 61 MILE
 PP3425'POINT 114.5, IN SOUTHWEST QUADRANT OF THE JUNCTION OF TRUNK HIGHWAY 61
 PP3425'AND 170TH STREET, 225 FT (68.6 M) WEST OF TRUNK HIGHWAY 61, 30.0 FT
 PP3425'(9.1 M) SOUTH OF 170TH STREET, 72.0 FT (21.9 M) SOUTHWEST OF POWER
 PP3425'POLE 18-1R, 1.4 FT (0.4 M) WEST OF A WITNESS POST.
 PP3425
 PP3425                          STATION RECOVERY (2011)
 PP3425
 PP3425'RECOVERY NOTE BY MN DEPT OF TRANSP 2011 (MAS)
 PP3425'RECOVERED AS DESCRIBED.
 PP3425
 PP3425                          STATION RECOVERY (2015)
 PP3425
 PP3425'RECOVERY NOTE BY MN DEPT OF TRANSP 2015 (CRF)
 PP3425'RECOVERED AS DESCRIBED.
 PP3425
 PP3425                          STATION RECOVERY (2022)
 PP3425
 PP3425'RECOVERY NOTE BY MN DEPT OF TRANSP 2022 (MJS)
 PP3425'1.3 MI (2.1 KM) SOUTH ALONG TRUNK HIGHWAY 61 FROM THE JUNCTION OF
 PP3425'TRUNK HIGHWAY 61 AND TRUNK HIGHWAY 316 AT HASTINGS, AT TRUNK HIGHWAY
 PP3425'61 MILE POINT 114.5, IN THE SOUTHWEST QUADRANT OF THE JUNCTION OF
 PP3425'TRUNK HIGHWAY 61 AND 170TH STREET, 225.0 FT (68.6 M) WEST OF TRUNK
 PP3425'HIGHWAY 61, 30.0 FT (9.1 M) SOUTH OF 170TH STREET, 72.0 FT (21.9 M)
 PP3425'SOUTHWEST OF A POWER POLE NUMBER 18-1R, 1.4 FT (0.4 M) WEST OF A
 PP3425'WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 PP3426 ***********************************************************************
 PP3426  DESIGNATION -  1913 T
 PP3426  PID         -  PP3426
 PP3426  STATE/COUNTY-  MN/DAKOTA
 PP3426  COUNTRY     -  US
 PP3426  USGS QUAD   -  HASTINGS (2019)
 PP3426
 PP3426                         *CURRENT SURVEY CONTROL
 PP3426  ______________________________________________________________________
 PP3426* NAD 83(1986) POSITION- 44 42 41.42   (N) 092 51 09.96   (W)   HD_HELD1
 PP3426* NAVD 88 ORTHO HEIGHT -   253.208 (meters)      830.73  (feet) ADJUSTED
 PP3426  ______________________________________________________________________
 PP3426  GEOID HEIGHT    -        -29.177 (meters)                     GEOID18
 PP3426  DYNAMIC HEIGHT  -        253.179 (meters)      830.64  (feet) COMP
 PP3426  MODELED GRAVITY -    980,497.0   (mgal)                       NAVD 88
 PP3426
 PP3426  VERT ORDER      -  SECOND    CLASS I
 PP3426
 PP3426.The horizontal coordinates were determined by differentially corrected
 PP3426.hand held GPS observations or other comparable positioning techniques
 PP3426.and have an estimated accuracy of +/- 3 meters.
 PP3426
 PP3426.The orthometric height was determined by differential leveling and
 PP3426.adjusted by the NATIONAL GEODETIC SURVEY
 PP3426.in June 2013.
 PP3426
 PP3426.Significant digits in the geoid height do not necessarily reflect accuracy.
 PP3426.GEOID18 height accuracy estimate available here.
 PP3426
 PP3426.Click photographs - Photos may exist for this station.
 PP3426
 PP3426.The dynamic height is computed by dividing the NAVD 88
 PP3426.geopotential number by the normal gravity value computed on the
 PP3426.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP3426.degrees latitude (g = 980.6199 gals.).
 PP3426
 PP3426.The modeled gravity was interpolated from observed gravity values.
 PP3426
 PP3426;                    North         East    Units  Estimated Accuracy
 PP3426;SPC MN S     -   290,806.4     890,899.0     MT  (+/- 3 meters HH1 GPS) 
 PP3426
 PP3426_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWK1166250913(NAD 83)
 PP3426
 PP3426                          SUPERSEDED SURVEY CONTROL
 PP3426
 PP3426  NAVD 88 (06/23/95)  253.212  (m)          830.75   (f) SUPERSEDED  2 1
 PP3426
 PP3426.Superseded values are not recommended for survey control.
 PP3426
 PP3426.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PP3426.See file dsdata.pdf to determine how the superseded data were derived.
 PP3426
 PP3426_MARKER: DV = VERTICAL CONTROL DISK
 PP3426_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 PP3426_SP_SET: SIDEWALK
 PP3426_STAMPING: 1913 T 1988
 PP3426_MARK LOGO: MNDT
 PP3426_MAGNETIC: N = NO MAGNETIC MATERIAL
 PP3426_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PP3426_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PP3426+SATELLITE: SATELLITE OBSERVATIONS - September 28, 2022
 PP3426
 PP3426  HISTORY     - Date     Condition        Report By
 PP3426  HISTORY     - 1988     MONUMENTED       MNDT
 PP3426  HISTORY     - 20021116 GOOD             USPSQD
 PP3426  HISTORY     - 20050924 GOOD             USPSQD
 PP3426  HISTORY     - 20070710 GOOD             MNDT
 PP3426  HISTORY     - 20110615 GOOD             MNDT
 PP3426  HISTORY     - 20150709 GOOD             MNDT
 PP3426  HISTORY     - 20220928 GOOD             MNDT
 PP3426
 PP3426                          STATION DESCRIPTION
 PP3426
 PP3426'DESCRIBED BY MN DEPT OF TRANSP 1988
 PP3426'THE MARK IS ABOUT 0.5 MI (0.8 KM) SOUTH OF THE CITY OF HASTINGS, 0.7
 PP3426'MI (1.1 KM) SOUTHERLY ALONG TRUNK HIGHWAY 61 FROM ITS JUNCTION WITH
 PP3426'TRUNK HIGHWAY 316 IN THE SOUTH PART OF HASTINGS, AT THE JEEP-EAGLE
 PP3426'AUTOMOTIVE DEALERSHIP AND IN THE NW 1/4 OF SECTION 3, T114N, R17W.
 PP3426'THE MARK IS 68.5 FT (20.9 M) EAST OF AND ABOUT 0.5 FT (0.2 M) HIGHER
 PP3426'THAN THE CENTERLINE OF HIGHWAY 61 AT MILEPOINT 115.1, 27.3 FT
 PP3426'(8.3 M) SOUTH OF A LIGHT POLE, 6.0 FT (1.8 M) NORTHWEST OF THE
 PP3426'JEEP-EAGLE SIGN AND 1.0 FT (0.3 M) NORTH OF THE SOUTH EDGE AND 1.0 FT
 PP3426'(0.3 M) EAST OF THE WEST EDGE OF A 3.5 FOOT BY 8 FOOT ABANDONED
 PP3426'CONCRETE BASE.  THE MARK, A STANDARD MNDT ALUMINUM VERTICAL CONTROL
 PP3426'MONUMENT DISK STAMPED---1913 T 1988---, IS SET IN A DRILL HOLE IN THE
 PP3426'TOP OF THE BASE.
 PP3426
 PP3426                          STATION RECOVERY (2002)
 PP3426
 PP3426'RECOVERY NOTE BY US POWER SQUADRON 2002 (JRD)
 PP3426'DELETE JEEP-EAGLE FROM AUTOMOTIVE DEALERSHIP. DELETE 6.0FT (1.8M0
 PP3426'NORTHWEST OF THE JEEP-EAGLE SIGN.
 PP3426
 PP3426                          STATION RECOVERY (2005)
 PP3426
 PP3426'RECOVERY NOTE BY US POWER SQUADRON 2005 (ATD)
 PP3426'RECOVERED IN GOOD CONDITION AS DESCRIBED. SPSPS. ATD
 PP3426
 PP3426                          STATION RECOVERY (2007)
 PP3426
 PP3426'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (PJG)
 PP3426'THE MARK IS LOCATED ABOUT 7.9 MI (12.7 KM) NORTH-NORTHWEST OF
 PP3426'MIESVILLE, 6.2 MI (10.0 KM) EAST-NORTHEAST OF VERMILLION AND 2.2 MI
 PP3426'(3.5 KM) SOUTH OF HASTINGS.
 PP3426'
 PP3426'TO REACH TO THE MARK GO 0.7 MI (1.1 KM) SOUTH FROM THE JUNCTION OF
 PP3426'TRUNK HIGHWAY 61 AND TRUNK HIGHWAY 316 AT HASTINGS, AT TRUNK HIGHWAY
 PP3426'61 MILE POINT 115.1, 68.5 FT (20.9 M) EAST OF TRUNK HIGHWAY 61, 27.3
 PP3426'FT (8.3 M) SOUTH OF LIGHT POLE, 1.0 FT (0.3 M) NORTH OF SOUTH EDGE AND
 PP3426'1.0 FT (0.3 M) EAST OF WEST EDGE OF CONCRETE BASE.
 PP3426
 PP3426                          STATION RECOVERY (2011)
 PP3426
 PP3426'RECOVERY NOTE BY MN DEPT OF TRANSP 2011 (MAS)
 PP3426'RECOVERED AS DESCRIBED.
 PP3426
 PP3426                          STATION RECOVERY (2015)
 PP3426
 PP3426'RECOVERY NOTE BY MN DEPT OF TRANSP 2015 (CRF)
 PP3426'RECOVERED AS DESCRIBED.
 PP3426
 PP3426                          STATION RECOVERY (2022)
 PP3426
 PP3426'RECOVERY NOTE BY MN DEPT OF TRANSP 2022 (MJS)
 PP3426'0.7 MI (1.1 KM) SOUTH FROM THE JUNCTION OF TRUNK HIGHWAY 61 AND TRUNK
 PP3426'HIGHWAY 316 IN HASTINGS, AT TRUNK HIGHWAY 61 MILE POINT 115.1, 68.5 FT
 PP3426'(20.9 M) EAST OF TRUNK HIGHWAY 61, 27.3 FT (8.3 M) SOUTH OF A LIGHT
 PP3426'POLE, 1.0 FT (0.3 M) NORTH OF THE SOUTH EDGE AND 1.0 FT (0.3 M) EAST
 PP3426'OF THE WEST EDGE OF A CONCRETE BASE.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 PP3429 ***********************************************************************
 PP3429  DESIGNATION -  1913 U
 PP3429  PID         -  PP3429
 PP3429  STATE/COUNTY-  MN/DAKOTA
 PP3429  COUNTRY     -  US
 PP3429  USGS QUAD   -  HASTINGS (2019)
 PP3429
 PP3429                         *CURRENT SURVEY CONTROL
 PP3429  ______________________________________________________________________
 PP3429* NAD 83(1986) POSITION- 44 43 27.44   (N) 092 51 07.63   (W)   HD_HELD1
 PP3429* NAVD 88 ORTHO HEIGHT -   241.408 (meters)      792.02  (feet) ADJUSTED
 PP3429  ______________________________________________________________________
 PP3429  GEOID HEIGHT    -        -29.130 (meters)                     GEOID18
 PP3429  DYNAMIC HEIGHT  -        241.381 (meters)      791.93  (feet) COMP
 PP3429  MODELED GRAVITY -    980,500.8   (mgal)                       NAVD 88
 PP3429
 PP3429  VERT ORDER      -  SECOND    CLASS I
 PP3429
 PP3429.The horizontal coordinates were determined by differentially corrected
 PP3429.hand held GPS observations or other comparable positioning techniques
 PP3429.and have an estimated accuracy of +/- 3 meters.
 PP3429
 PP3429.The orthometric height was determined by differential leveling and
 PP3429.adjusted by the NATIONAL GEODETIC SURVEY
 PP3429.in June 1995.
 PP3429
 PP3429.Significant digits in the geoid height do not necessarily reflect accuracy.
 PP3429.GEOID18 height accuracy estimate available here.
 PP3429
 PP3429.Click photographs - Photos may exist for this station.
 PP3429
 PP3429.The dynamic height is computed by dividing the NAVD 88
 PP3429.geopotential number by the normal gravity value computed on the
 PP3429.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP3429.degrees latitude (g = 980.6199 gals.).
 PP3429
 PP3429.The modeled gravity was interpolated from observed gravity values.
 PP3429
 PP3429;                    North         East    Units  Estimated Accuracy
 PP3429;SPC MN S     -   292,227.5     890,930.4     MT  (+/- 3 meters HH1 GPS) 
 PP3429
 PP3429_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWK1171152333(NAD 83)
 PP3429
 PP3429                          SUPERSEDED SURVEY CONTROL
 PP3429
 PP3429.No superseded survey control is available for this station.
 PP3429
 PP3429_MARKER: DV = VERTICAL CONTROL DISK
 PP3429_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 PP3429_SP_SET: BRIDGE RAILING
 PP3429_STAMPING: 1913 U 1988
 PP3429_MARK LOGO: MNHD
 PP3429_MAGNETIC: N = NO MAGNETIC MATERIAL
 PP3429_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PP3429_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 PP3429+SATELLITE: SATELLITE OBSERVATIONS - September 27, 2022
 PP3429
 PP3429  HISTORY     - Date     Condition        Report By
 PP3429  HISTORY     - 1988     MONUMENTED       MNDT
 PP3429  HISTORY     - 20021116 GOOD             USPSQD
 PP3429  HISTORY     - 20050924 GOOD             USPSQD
 PP3429  HISTORY     - 20070711 GOOD             MNDT
 PP3429  HISTORY     - 20110523 GOOD             MNDT
 PP3429  HISTORY     - 20140902 GOOD             MNDT
 PP3429  HISTORY     - 20150612 GOOD             MNDT
 PP3429  HISTORY     - 20220927 GOOD             MNDT
 PP3429
 PP3429                          STATION DESCRIPTION
 PP3429
 PP3429'DESCRIBED BY MN DEPT OF TRANSP 1988
 PP3429'THE MARK IS LOCATED IN THE CITY OF HASTINGS, 0.75 MI (1.21 KM) SOUTH
 PP3429'ALONG TRUNK HIGHWAY 61 FROM ITS JUNCTION WITH TRUNK HIGHWAY 55, 0.4
 PP3429'MI (0.6 KM) NORTH ALONG HIGHWAY 61 FROM ITS JUNCTION WITH TRUNK
 PP3429'HIGHWAY 316, IN THE SOUTHEAST CORNER OF BRIDGE NUMBER 19075 (HIGHWAY
 PP3429'61 OVER THE VERMILLION RIVER) AND IN THE NW 1/4 OF SECTION 34, T115N,
 PP3429'R17W.  THE MARK IS 23.0 FT (7.0 M) EAST OF AND ABOUT 2 FT (0.6 M)
 PP3429'HIGHER THAN THE CENTERLINE OF THE NORTHBOUND LANE OF HIGHWAY 61 AT
 PP3429'MILEPOINT 116.1 AND 27.1 FT (8.3 M) SOUTH OF A LIGHT STANDARD MOUNTED
 PP3429'ON THE BRIDGE.  THE MARK, A STANDARD MNDT ALUMINUM VERTICAL CONTROL
 PP3429'MONUMENT DISK STAMPED---1913 U 1988---, IS SET IN A DRILL HOLE IN THE
 PP3429'SOUTHEAST CORNER OF THE BRIDGE RAIL.
 PP3429
 PP3429                          STATION RECOVERY (2002)
 PP3429
 PP3429'RECOVERY NOTE BY US POWER SQUADRON 2002 (JRD)
 PP3429'RECOVERED IN GOOD CONDITION.
 PP3429
 PP3429                          STATION RECOVERY (2005)
 PP3429
 PP3429'RECOVERY NOTE BY US POWER SQUADRON 2005 (ATD)
 PP3429'RECOVERED IN GOOD CONDITION AS DESCRIBED.
 PP3429
 PP3429                          STATION RECOVERY (2007)
 PP3429
 PP3429'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (PJG)
 PP3429'THE MARK IS LOCATED ABOUT 8.8 MI (14.2 KM) NORTH-NORTHWEST OF
 PP3429'MIESVILLE, 6.7 MI (10.8 KM) EAST-NORTHEAST OF VERMILLION AND 1.3 MI
 PP3429'(2.1 KM) SOUTH OF HASTINGS.
 PP3429'
 PP3429'TO REACH TO THE MARK AT HASTINGS, AT TRUNK HIGHWAY 61 MILE POINT
 PP3429'116.1, GO 0.75 MI (1.2 KM) SOUTH OF THE JUNCTION OF TRUNK HIGHWAY 61
 PP3429'AND TRUNK HIGHWAY 55, 0.4 MI (0.6 KM) NORTH OF THE JUNCTION OF TRUNK
 PP3429'HIGHWAY 61 AND TRUNK HIGHWAY 316, 23.0 FT (7.0 M) EAST OF NORTHBOUND
 PP3429'TRUNK HIGHWAY 61, IN SOUTHEAST CORNER OF TRUNK HIGHWAY 61 BRIDGE 19075
 PP3429'OVER VERMILLION RIVER, 27.1 FT (8.3 M) SOUTH OF LIGHT STANDARD ON
 PP3429'BRIDGE.
 PP3429
 PP3429                          STATION RECOVERY (2011)
 PP3429
 PP3429'RECOVERY NOTE BY MN DEPT OF TRANSP 2011 (MAS)
 PP3429'RECOVERED AS DESCRIBED.
 PP3429
 PP3429                          STATION RECOVERY (2014)
 PP3429
 PP3429'RECOVERY NOTE BY MN DEPT OF TRANSP 2014 (DAS)
 PP3429'RECOVERED AS DESCRIBED.
 PP3429
 PP3429                          STATION RECOVERY (2015)
 PP3429
 PP3429'RECOVERY NOTE BY MN DEPT OF TRANSP 2015 (KAE)
 PP3429'RECOVERED AS DESCRIBED.
 PP3429
 PP3429                          STATION RECOVERY (2022)
 PP3429
 PP3429'RECOVERY NOTE BY MN DEPT OF TRANSP 2022 (MJS)
 PP3429'0.75 MI (1.21 KM) SOUTH OF THE JUNCTION OF TRUNK HIGHWAY 61 AND TRUNK
 PP3429'HIGHWAY 55 AT TRUNK HIGHWAY 61 MILE POINT 116.1 IN HASTINGS, 0.4 MI
 PP3429'(0.6 KM) NORTH OF THE JUNCTION OF TRUNK HIGHWAY 61 AND TRUNK HIGHWAY
 PP3429'316, 23.0 FT (7.0 M) EAST OF NORTHBOUND TRUNK HIGHWAY 61, IN THE
 PP3429'SOUTHEAST CORNER OF TRUNK HIGHWAY 61 BRIDGE NUMBER 19075 OVER THE
 PP3429'VERMILLION RIVER, 27.1 FT (8.3 M) SOUTH OF A LIGHT STANDARD ON A
 PP3429'BRIDGE.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DO1591 ***********************************************************************
 DO1591  DESIGNATION -  1913 W
 DO1591  PID         -  DO1591
 DO1591  STATE/COUNTY-  MN/DAKOTA
 DO1591  COUNTRY     -  US
 DO1591  USGS QUAD   -  HASTINGS (2019)
 DO1591
 DO1591                         *CURRENT SURVEY CONTROL
 DO1591  ______________________________________________________________________
 DO1591* NAD 83(2011) POSITION- 44 44 07.32118(N) 092 51 10.52152(W)   ADJUSTED
 DO1591* NAD 83(2011) ELLIP HT-   209.262 (meters)        (07/20/16)   ADJUSTED
 DO1591* NAD 83(2011) EPOCH   -  2010.00
 DO1591* NAVD 88 ORTHO HEIGHT -   238.351 (meters)      781.99  (feet) ADJUSTED
 DO1591  ______________________________________________________________________
 DO1591  GEOID HEIGHT    -        -29.079 (meters)                     GEOID18
 DO1591  NAD 83(2011) X  -   -225,890.997 (meters)                     COMP
 DO1591  NAD 83(2011) Y  - -4,532,861.305 (meters)                     COMP
 DO1591  NAD 83(2011) Z  -  4,466,652.830 (meters)                     COMP
 DO1591  LAPLACE CORR    -        -14.72  (seconds)                    DEFLEC18
 DO1591  DYNAMIC HEIGHT  -        238.325 (meters)      781.90  (feet) COMP
 DO1591  MODELED GRAVITY -    980,503.9   (mgal)                       NAVD 88
 DO1591
 DO1591  VERT ORDER      -  SECOND    CLASS I
 DO1591
 DO1591  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DO1591  Standards:
 DO1591         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DO1591            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DO1591  -------------------------------------------------------------------
 DO1591  NETWORK    0.53   0.96           0.24   0.19   0.49      0.05674053
 DO1591  -------------------------------------------------------------------
 DO1591  Click here for local accuracies and other accuracy information.
 DO1591
 DO1591.The horizontal coordinates were established by GPS observations
 DO1591.and adjusted by the MN DEPT OF TRANSP in July 2016.
 DO1591
 DO1591.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DO1591.been affixed to the stable North American tectonic plate. See 
 DO1591.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DO1591
 DO1591.The horizontal coordinates are valid at the epoch date displayed above
 DO1591.which is a decimal equivalence of Year/Month/Day.
 DO1591
 DO1591.The orthometric height was determined by differential leveling and
 DO1591.adjusted by the NATIONAL GEODETIC SURVEY
 DO1591.in June 2013.
 DO1591
 DO1591.No vertical observational check was made to the station.
 DO1591
 DO1591.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO1591.GEOID18 height accuracy estimate available here.
 DO1591
 DO1591.Click photographs - Photos may exist for this station.
 DO1591
 DO1591.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DO1591
 DO1591.The Laplace correction was computed from DEFLEC18 derived deflections.
 DO1591
 DO1591.The ellipsoidal height was determined by GPS observations
 DO1591.and is referenced to NAD 83.
 DO1591
 DO1591.The dynamic height is computed by dividing the NAVD 88
 DO1591.geopotential number by the normal gravity value computed on the
 DO1591.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO1591.degrees latitude (g = 980.6199 gals.).
 DO1591
 DO1591.The modeled gravity was interpolated from observed gravity values.
 DO1591
 DO1591. The following values were computed from the NAD 83(2011) position.
 DO1591
 DO1591;                    North         East     Units Scale Factor Converg.
 DO1591;SPC MN S     -   293,457.435   890,849.466   MT  0.99993035   +0 48 14.5
 DO1591;SPC MN S     -   962,784.93  2,922,728.62   sFT  0.99993035   +0 48 14.5
 DO1591;UTM  15      - 4,953,564.231   511,645.181   MT  0.99960167   +0 06 12.7
 DO1591
 DO1591!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DO1591!SPC MN S     -   0.99996719  x   0.99993035  =   0.99989754
 DO1591!UTM  15      -   0.99996719  x   0.99960167  =   0.99956887
 DO1591
 DO1591_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWK1164553564(NAD 83)
 DO1591
 DO1591                          SUPERSEDED SURVEY CONTROL
 DO1591
 DO1591.No superseded survey control is available for this station.
 DO1591
 DO1591_MARKER: I = METAL ROD
 DO1591_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DO1591_STAMPING: 1913 W 2011
 DO1591_MARK LOGO: MNDT
 DO1591_PROJECTION: RECESSED 8 CENTIMETERS
 DO1591_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DO1591_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DO1591_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DO1591+SATELLITE: SATELLITE OBSERVATIONS - September 22, 2022
 DO1591_ROD/PIPE-DEPTH: 11.6 meters
 DO1591
 DO1591  HISTORY     - Date     Condition        Report By
 DO1591  HISTORY     - 20110531 MONUMENTED       MNDT
 DO1591  HISTORY     - 20130520 GOOD             MNDT
 DO1591  HISTORY     - 20150408 GOOD             MNDT
 DO1591  HISTORY     - 20160513 GOOD             MNDT
 DO1591  HISTORY     - 20220922 GOOD             MNDT
 DO1591
 DO1591                          STATION DESCRIPTION
 DO1591
 DO1591'DESCRIBED BY MN DEPT OF TRANSP 2011
 DO1591'THE MARK IS AT THE JUNCTION OF TRUNK HIGHWAY 61 AND TRUNK HIGHWAY 55
 DO1591'IN HASTINGS.
 DO1591'
 DO1591'TO REACH THE MARK AT TRUNK HIGHWAY 61 MILE POINT 117.0.
 DO1591'
 DO1591'IT IS 80 FT (24.4 M) WEST OF SOUTHBOUND TRUNK HIGHWAY 61, 30 FT (9.1
 DO1591'M) NORTH OF WESTBOUND TRUNK HIGHWAY 55, 5.0 FT (1.5 M) NORTH OF
 DO1591'SIDEWALK.
 DO1591'
 DO1591'NOTE - THE STATION MARK CONSISTS OF A 3/4 INCH (19 MM) DIAMETER
 DO1591'ALUMINUM ROD DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL MARK
 DO1591'REMOVABLE DISK SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY
 DO1591'A SIX-INCH PVC PIPE BACKFILLED WITH WASHED SAND.
 DO1591
 DO1591                          STATION RECOVERY (2013)
 DO1591
 DO1591'RECOVERY NOTE BY MN DEPT OF TRANSP 2013 (KT)
 DO1591'RECOVERED AS DESCRIBED.
 DO1591'
 DO1591'NOTE-THE STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM ROD
 DO1591'DRIVEN TO REFUSAL WITH A STANDARD MIND CONTROL STATION REMOVABLE DISK
 DO1591'SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH PAC
 DO1591'PIPE BACK FILLED WITH WASHED SAND.
 DO1591
 DO1591                          STATION RECOVERY (2015)
 DO1591
 DO1591'RECOVERY NOTE BY MN DEPT OF TRANSP 2015 (DAS)
 DO1591'RECOVERED AS DESCRIBED.
 DO1591'
 DO1591'NOTE - THE STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM
 DO1591'ROD DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION REMOVABLE
 DO1591'DISK SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH
 DO1591'PVC PIPE BACK FILLED WITH WASHED SAND.
 DO1591
 DO1591                          STATION RECOVERY (2016)
 DO1591
 DO1591'RECOVERY NOTE BY MN DEPT OF TRANSP 2016 (ADT)
 DO1591'RECOVERED AS DESCRIBED.
 DO1591
 DO1591                          STATION RECOVERY (2022)
 DO1591
 DO1591'RECOVERY NOTE BY MN DEPT OF TRANSP 2022 (MJS)
 DO1591'AT THE JUNCTION OF TRUNK HIGHWAY 61 AND TRUNK HIGHWAY 55 IN HASTINGS,
 DO1591'AT TRUNK HIGHWAY 61 MILE POINT 117.0, 80.0 FT (24.4 M) WEST OF
 DO1591'SOUTHBOUND TRUNK HIGHWAY 61, 30.0 FT (9.1 M) NORTH OF WESTBOUND TRUNK
 DO1591'HIGHWAY 55, 5.0 FT (1.5 M) NORTH OF A SIDEWALK, 9.3 FT (2.8 M) EAST OF
 DO1591'A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DQ1074 ***********************************************************************
 DQ1074  DESIGNATION -  1913 X
 DQ1074  PID         -  DQ1074
 DQ1074  STATE/COUNTY-  MN/DAKOTA
 DQ1074  COUNTRY     -  US
 DQ1074  USGS QUAD   -  MIESVILLE (2019)
 DQ1074
 DQ1074                         *CURRENT SURVEY CONTROL
 DQ1074  ______________________________________________________________________
 DQ1074* NAD 83(2011) POSITION- 44 36 55.37918(N) 092 51 12.75987(W)   ADJUSTED
 DQ1074* NAD 83(2011) ELLIP HT-   249.312 (meters)        (07/20/16)   ADJUSTED
 DQ1074* NAD 83(2011) EPOCH   -  2010.00
 DQ1074* NAVD 88 ORTHO HEIGHT -   278.737 (meters)      914.49  (feet) ADJUSTED
 DQ1074  ______________________________________________________________________
 DQ1074  GEOID HEIGHT    -        -29.425 (meters)                     GEOID18
 DQ1074  NAD 83(2011) X  -   -226,408.312 (meters)                     COMP
 DQ1074  NAD 83(2011) Y  - -4,542,250.481 (meters)                     COMP
 DQ1074  NAD 83(2011) Z  -  4,457,199.344 (meters)                     COMP
 DQ1074  LAPLACE CORR    -         -9.90  (seconds)                    DEFLEC18
 DQ1074  DYNAMIC HEIGHT  -        278.699 (meters)      914.37  (feet) COMP
 DQ1074  MODELED GRAVITY -    980,472.2   (mgal)                       NAVD 88
 DQ1074
 DQ1074  VERT ORDER      -  SECOND    CLASS I
 DQ1074
 DQ1074  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DQ1074  Standards:
 DQ1074         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DQ1074            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DQ1074  -------------------------------------------------------------------
 DQ1074  NETWORK    0.53   0.90           0.24   0.19   0.46      0.07559003
 DQ1074  -------------------------------------------------------------------
 DQ1074  Click here for local accuracies and other accuracy information.
 DQ1074
 DQ1074.The horizontal coordinates were established by GPS observations
 DQ1074.and adjusted by the MN DEPT OF TRANSP in July 2016.
 DQ1074
 DQ1074.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DQ1074.been affixed to the stable North American tectonic plate. See 
 DQ1074.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DQ1074
 DQ1074.The horizontal coordinates are valid at the epoch date displayed above
 DQ1074.which is a decimal equivalence of Year/Month/Day.
 DQ1074
 DQ1074.The orthometric height was determined by differential leveling and
 DQ1074.adjusted by the NATIONAL GEODETIC SURVEY
 DQ1074.in September 2016.
 DQ1074
 DQ1074.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ1074.GEOID18 height accuracy estimate available here.
 DQ1074
 DQ1074.Click photographs - Photos may exist for this station.
 DQ1074
 DQ1074.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DQ1074
 DQ1074.The Laplace correction was computed from DEFLEC18 derived deflections.
 DQ1074
 DQ1074.The ellipsoidal height was determined by GPS observations
 DQ1074.and is referenced to NAD 83.
 DQ1074
 DQ1074.The dynamic height is computed by dividing the NAVD 88
 DQ1074.geopotential number by the normal gravity value computed on the
 DQ1074.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ1074.degrees latitude (g = 980.6199 gals.).
 DQ1074
 DQ1074.The modeled gravity was interpolated from observed gravity values.
 DQ1074
 DQ1074. The following values were computed from the NAD 83(2011) position.
 DQ1074
 DQ1074;                    North         East     Units Scale Factor Converg.
 DQ1074;SPC MN S     -   280,125.769   890,987.207   MT  0.99992401   +0 48 12.9
 DQ1074;SPC MN S     -   919,045.96  2,923,180.53   sFT  0.99992401   +0 48 12.9
 DQ1074;UTM  15      - 4,940,236.214   511,619.904   MT  0.99960166   +0 06 10.3
 DQ1074
 DQ1074!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DQ1074!SPC MN S     -   0.99996091  x   0.99992401  =   0.99988492
 DQ1074!UTM  15      -   0.99996091  x   0.99960166  =   0.99956259
 DQ1074
 DQ1074_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWK1161940236(NAD 83)
 DQ1074
 DQ1074                          SUPERSEDED SURVEY CONTROL
 DQ1074
 DQ1074.No superseded survey control is available for this station.
 DQ1074
 DQ1074_MARKER: I = METAL ROD
 DQ1074_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DQ1074_STAMPING: 1913 X 2014
 DQ1074_MARK LOGO: MNDT
 DQ1074_PROJECTION: RECESSED 5 CENTIMETERS
 DQ1074_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DQ1074_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ1074_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ1074+SATELLITE: SATELLITE OBSERVATIONS - September 29, 2022
 DQ1074_ROD/PIPE-DEPTH: 4.0 meters
 DQ1074
 DQ1074  HISTORY     - Date     Condition        Report By
 DQ1074  HISTORY     - 20141113 MONUMENTED       MNDT
 DQ1074  HISTORY     - 20160516 GOOD             MNDT
 DQ1074  HISTORY     - 20220929 GOOD             MNDT
 DQ1074
 DQ1074                          STATION DESCRIPTION
 DQ1074
 DQ1074'DESCRIBED BY MN DEPT OF TRANSP 2014
 DQ1074'THE STATION IS LOCATED ABOUT 6.9 MI (11.1 KM) SOUTHEAST OF VERMILLION,
 DQ1074'6.5 MI (10.5 KM) WEST-NORTHWEST OF WELCH AND 2.3 MI (3.7 KM)
 DQ1074'WEST-NORTHWEST OF MIESVILLE.
 DQ1074'
 DQ1074'TO REACH THE MARK GO 1.0 MI (1.6 KM) NORTH ALONG TRUNK HIGHWAY 61 FROM
 DQ1074'THE JUNCTION OF TRUNK HIGHWAY 61 AND TRUNK HIGHWAY 50 (JUNCTION IS 2.0
 DQ1074'MI (3.2 KM) WEST OF MIESVILLE), AT TRUNK HIGHWAY 61 MILE POINT 108.55.
 DQ1074'THE MARK IS LOCATED 92.5 FT (28.2 M) WEST-NORTHWEST OF TRUNK HIGHWAY
 DQ1074'61, 32.3 FT (9.8 M) SOUTH OF COUNTY ROAD 76 26.0 FT (7.9 M)
 DQ1074'WEST-NORTHWEST OF A FIELD ENTRANCE, 1.5 FT (0.5 M) EAST-SOUTHEAST OF A
 DQ1074'WITNESS POST.
 DQ1074'
 DQ1074'NOTE - THE STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM
 DQ1074'ROD DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION REMOVABLE
 DQ1074'DISK SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH
 DQ1074'PVC PIPE BACK FILLED WITH WASHED SAND.
 DQ1074
 DQ1074                          STATION RECOVERY (2016)
 DQ1074
 DQ1074'RECOVERY NOTE BY MN DEPT OF TRANSP 2016 (DAD)
 DQ1074'RECOVERED AS DESCRIBED.
 DQ1074
 DQ1074                          STATION RECOVERY (2022)
 DQ1074
 DQ1074'RECOVERY NOTE BY MN DEPT OF TRANSP 2022 (MJS)
 DQ1074'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DQ1075 ***********************************************************************
 DQ1075  DESIGNATION -  1913 Y
 DQ1075  PID         -  DQ1075
 DQ1075  STATE/COUNTY-  MN/DAKOTA
 DQ1075  COUNTRY     -  US
 DQ1075  USGS QUAD   -  HASTINGS (2019)
 DQ1075
 DQ1075                         *CURRENT SURVEY CONTROL
 DQ1075  ______________________________________________________________________
 DQ1075* NAD 83(2011) POSITION- 44 37 47.00536(N) 092 51 10.39614(W)   ADJUSTED
 DQ1075* NAD 83(2011) ELLIP HT-   241.832 (meters)        (07/20/16)   ADJUSTED
 DQ1075* NAD 83(2011) EPOCH   -  2010.00
 DQ1075* NAVD 88 ORTHO HEIGHT -   271.230 (meters)      889.86  (feet) ADJUSTED
 DQ1075  ______________________________________________________________________
 DQ1075  GEOID HEIGHT    -        -29.403 (meters)                     GEOID18
 DQ1075  NAD 83(2011) X  -   -226,300.278 (meters)                     COMP
 DQ1075  NAD 83(2011) Y  - -4,541,129.711 (meters)                     COMP
 DQ1075  NAD 83(2011) Z  -  4,458,328.371 (meters)                     COMP
 DQ1075  LAPLACE CORR    -        -10.19  (seconds)                    DEFLEC18
 DQ1075  DYNAMIC HEIGHT  -        271.193 (meters)      889.74  (feet) COMP
 DQ1075  MODELED GRAVITY -    980,475.1   (mgal)                       NAVD 88
 DQ1075
 DQ1075  VERT ORDER      -  SECOND    CLASS I
 DQ1075
 DQ1075  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DQ1075  Standards:
 DQ1075         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DQ1075            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DQ1075  -------------------------------------------------------------------
 DQ1075  NETWORK    0.53   0.88           0.24   0.19   0.45      0.07511308
 DQ1075  -------------------------------------------------------------------
 DQ1075  Click here for local accuracies and other accuracy information.
 DQ1075
 DQ1075.The horizontal coordinates were established by GPS observations
 DQ1075.and adjusted by the MN DEPT OF TRANSP in July 2016.
 DQ1075
 DQ1075.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DQ1075.been affixed to the stable North American tectonic plate. See 
 DQ1075.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DQ1075
 DQ1075.The horizontal coordinates are valid at the epoch date displayed above
 DQ1075.which is a decimal equivalence of Year/Month/Day.
 DQ1075
 DQ1075.The orthometric height was determined by differential leveling and
 DQ1075.adjusted by the NATIONAL GEODETIC SURVEY
 DQ1075.in September 2016.
 DQ1075
 DQ1075.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ1075.GEOID18 height accuracy estimate available here.
 DQ1075
 DQ1075.Click photographs - Photos may exist for this station.
 DQ1075
 DQ1075.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DQ1075
 DQ1075.The Laplace correction was computed from DEFLEC18 derived deflections.
 DQ1075
 DQ1075.The ellipsoidal height was determined by GPS observations
 DQ1075.and is referenced to NAD 83.
 DQ1075
 DQ1075.The dynamic height is computed by dividing the NAVD 88
 DQ1075.geopotential number by the normal gravity value computed on the
 DQ1075.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ1075.degrees latitude (g = 980.6199 gals.).
 DQ1075
 DQ1075.The modeled gravity was interpolated from observed gravity values.
 DQ1075
 DQ1075. The following values were computed from the NAD 83(2011) position.
 DQ1075
 DQ1075;                    North         East     Units Scale Factor Converg.
 DQ1075;SPC MN S     -   281,719.814   891,016.952   MT  0.99992454   +0 48 14.6
 DQ1075;SPC MN S     -   924,275.76  2,923,278.12   sFT  0.99992454   +0 48 14.6
 DQ1075;UTM  15      - 4,941,829.261   511,669.126   MT  0.99960167   +0 06 12.1
 DQ1075
 DQ1075!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DQ1075!SPC MN S     -   0.99996208  x   0.99992454  =   0.99988663
 DQ1075!UTM  15      -   0.99996208  x   0.99960167  =   0.99956377
 DQ1075
 DQ1075_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWK1166941829(NAD 83)
 DQ1075
 DQ1075                          SUPERSEDED SURVEY CONTROL
 DQ1075
 DQ1075.No superseded survey control is available for this station.
 DQ1075
 DQ1075_MARKER: I = METAL ROD
 DQ1075_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DQ1075_STAMPING: 1913 Y 2014
 DQ1075_MARK LOGO: MNDT
 DQ1075_PROJECTION: RECESSED 5 CENTIMETERS
 DQ1075_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DQ1075_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ1075_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ1075+SATELLITE: SATELLITE OBSERVATIONS - September 28, 2022
 DQ1075_ROD/PIPE-DEPTH: 8.2 meters
 DQ1075
 DQ1075  HISTORY     - Date     Condition        Report By
 DQ1075  HISTORY     - 20141113 MONUMENTED       MNDT
 DQ1075  HISTORY     - 20160516 GOOD             MNDT
 DQ1075  HISTORY     - 20220928 GOOD             MNDT
 DQ1075
 DQ1075                          STATION DESCRIPTION
 DQ1075
 DQ1075'DESCRIBED BY MN DEPT OF TRANSP 2014
 DQ1075'THE STATION IS LOCATED ABOUT 7.1 MI (11.4 KM) NORTHWEST OF WELCH, 6.4
 DQ1075'MI (10.3 KM) EAST-SOUTHEAST OF VERMILLION AND 2.8 MI (4.5 KM)
 DQ1075'NORTHWEST OF MIESVILLE.
 DQ1075'
 DQ1075'TO REACH THE MARK GO 2.0 MI (3.2 KM) NORTH ALONG TRUNK HIGHWAY 61 FROM
 DQ1075'THE JUNCTION OF TRUNK HIGHWAY 61 AND TRUNK HIGHWAY 50 (JUNCTION IS 2.0
 DQ1075'MI (3.2 KM) WEST OF MIESVILLE), AT TRUNK HIGHWAY 61 MILE POINT 109.55.
 DQ1075'THE MARK IS LOCATED 43.7 FT (13.3 M) EAST OF TRUNK HIGHWAY 61, 56.1 FT
 DQ1075'(17.1 M) SOUTH OF 220TH STREET EAST, 14.3 FT (4.4 M) NORTH OF CABLE
 DQ1075'BOX NUMBER 553 5, 1.5 FT (0.5 M) NORTH OF A WITNESS POST.
 DQ1075
 DQ1075                          STATION RECOVERY (2016)
 DQ1075
 DQ1075'RECOVERY NOTE BY MN DEPT OF TRANSP 2016 (DAD)
 DQ1075'RECOVERED AS DESCRIBED.
 DQ1075
 DQ1075                          STATION RECOVERY (2022)
 DQ1075
 DQ1075'RECOVERY NOTE BY MN DEPT OF TRANSP 2022 (MJS)
 DQ1075'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DQ1088 ***********************************************************************
 DQ1088  DESIGNATION -  1913 Z
 DQ1088  PID         -  DQ1088
 DQ1088  STATE/COUNTY-  MN/DAKOTA
 DQ1088  COUNTRY     -  US
 DQ1088  USGS QUAD   -  MIESVILLE (2019)
 DQ1088
 DQ1088                         *CURRENT SURVEY CONTROL
 DQ1088  ______________________________________________________________________
 DQ1088* NAD 83(1986) POSITION- 44 36 02.23   (N) 092 49 13.36   (W)   HD_HELD1
 DQ1088* NAVD 88 ORTHO HEIGHT -   285.607 (meters)      937.03  (feet) ADJUSTED
 DQ1088  ______________________________________________________________________
 DQ1088  GEOID HEIGHT    -        -29.568 (meters)                     GEOID18
 DQ1088  DYNAMIC HEIGHT  -        285.565 (meters)      936.89  (feet) COMP
 DQ1088  MODELED GRAVITY -    980,463.6   (mgal)                       NAVD 88
 DQ1088
 DQ1088  VERT ORDER      -  SECOND    CLASS I
 DQ1088
 DQ1088.The horizontal coordinates were determined by differentially corrected
 DQ1088.hand held GPS observations or other comparable positioning techniques
 DQ1088.and have an estimated accuracy of +/- 3 meters.
 DQ1088
 DQ1088.The orthometric height was determined by differential leveling and
 DQ1088.adjusted by the NATIONAL GEODETIC SURVEY
 DQ1088.in September 2016.
 DQ1088
 DQ1088.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ1088.GEOID18 height accuracy estimate available here.
 DQ1088
 DQ1088.Click photographs - Photos may exist for this station.
 DQ1088
 DQ1088.The dynamic height is computed by dividing the NAVD 88
 DQ1088.geopotential number by the normal gravity value computed on the
 DQ1088.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ1088.degrees latitude (g = 980.6199 gals.).
 DQ1088
 DQ1088.The modeled gravity was interpolated from observed gravity values.
 DQ1088
 DQ1088;                    North         East    Units  Estimated Accuracy
 DQ1088;SPC MN S     -   278,522.9     893,642.9     MT  (+/- 3 meters HH1 GPS) 
 DQ1088
 DQ1088_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWK1425438601(NAD 83)
 DQ1088
 DQ1088                          SUPERSEDED SURVEY CONTROL
 DQ1088
 DQ1088.No superseded survey control is available for this station.
 DQ1088
 DQ1088_MARKER: F = FLANGE-ENCASED ROD
 DQ1088_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DQ1088_STAMPING: 1913 Z 2014
 DQ1088_MARK LOGO: MNDT
 DQ1088_PROJECTION: RECESSED 5 CENTIMETERS
 DQ1088_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DQ1088_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ1088_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ1088+SATELLITE: SATELLITE OBSERVATIONS - September 29, 2022
 DQ1088_ROD/PIPE-DEPTH: 10.1 meters
 DQ1088
 DQ1088  HISTORY     - Date     Condition        Report By
 DQ1088  HISTORY     - 20141113 MONUMENTED       MNDT
 DQ1088  HISTORY     - 20200413 GOOD             MNDT
 DQ1088  HISTORY     - 20220929 GOOD             MNDT
 DQ1088
 DQ1088                          STATION DESCRIPTION
 DQ1088
 DQ1088'DESCRIBED BY MN DEPT OF TRANSP 2014
 DQ1088'THE STATION IS LOCATED ABOUT 7.7 MI (12.4 KM) NORTH-NORTHEAST OF
 DQ1088'CANNON FALLS, 4.6 MI (7.4 KM) WEST-NORTHWEST OF WELCH AND IN THE TOWN
 DQ1088'OF MIESVILLE, MN.
 DQ1088'
 DQ1088'TO REACH THE MARK GO 0.35 MI (0.6 KM) WEST ALONG TRUNK HIGHWAY 61 FROM
 DQ1088'THE JUNCTION OF TRUNK HIGHWAY 61 AND COUNTY ROAD 91 NORTH (NICOLAI
 DQ1088'AVENUE) IN MIESVILLE, AT TRUNK HIGHWAY 61 MILE POINT 105.85.
 DQ1088'
 DQ1088'THE MARK IS LOCATED 30.8 FT (9.4 M) SOUTH OF TRUNK HIGHWAY 61, 24.5 FT
 DQ1088'(7.5 M) EAST OF A FIELD ENTRANCE, 1.5 FT (0.5 M) NORTH OF A WITNESS
 DQ1088'POST.
 DQ1088'
 DQ1088'NOTE - THE STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM
 DQ1088'ROD DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION REMOVABLE
 DQ1088'DISK SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH
 DQ1088'PVC PIPE BACK FILLED WITH WASHED SAND.
 DQ1088
 DQ1088                          STATION RECOVERY (2020)
 DQ1088
 DQ1088'RECOVERY NOTE BY MN DEPT OF TRANSP 2020 (SEL)
 DQ1088'RECOVERED IN GOOD CONDITION.
 DQ1088
 DQ1088                          STATION RECOVERY (2022)
 DQ1088
 DQ1088'RECOVERY NOTE BY MN DEPT OF TRANSP 2022 (MJS)
 DQ1088'IN MIESVILLE, 0.35 MI (0.56 KM) WEST ALONG TRUNK HIGHWAY 61 FROM THE
 DQ1088'JUNCTION OF TRUNK HIGHWAY 61 AND COUNTY ROAD 91 NORTH (NICOLAI AVENUE)
 DQ1088'IN MIESVILLE, AT TRUNK HIGHWAY 61 MILE POINT 105.85, 30.8 FT (9.4 M)
 DQ1088'SOUTH OF TRUNK HIGHWAY 61, 24.5 FT (7.5 M) EAST OF A FIELD ENTRANCE,
 DQ1088'1.5 FT (0.5 M) NORTH OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 PP3365 ***********************************************************************
 PP3365  DESIGNATION -  1914 H
 PP3365  PID         -  PP3365
 PP3365  STATE/COUNTY-  MN/DAKOTA
 PP3365  COUNTRY     -  US
 PP3365  USGS QUAD   -  FARMINGTON (2019)
 PP3365
 PP3365                         *CURRENT SURVEY CONTROL
 PP3365  ______________________________________________________________________
 PP3365* NAD 83(1986) POSITION- 44 38 35.35   (N) 093 13 07.97   (W)   HD_HELD1
 PP3365* NAVD 88 ORTHO HEIGHT -   292.338 (meters)      959.11  (feet) ADJUSTED
 PP3365  ______________________________________________________________________
 PP3365  GEOID HEIGHT    -        -27.842 (meters)                     GEOID18
 PP3365  DYNAMIC HEIGHT  -        292.311 (meters)      959.02  (feet) COMP
 PP3365  MODELED GRAVITY -    980,518.7   (mgal)                       NAVD 88
 PP3365
 PP3365  VERT ORDER      -  SECOND    CLASS I
 PP3365
 PP3365.The horizontal coordinates were determined by differentially corrected
 PP3365.hand held GPS observations or other comparable positioning techniques
 PP3365.and have an estimated accuracy of +/- 3 meters.
 PP3365
 PP3365.The orthometric height was determined by differential leveling and
 PP3365.adjusted by the NATIONAL GEODETIC SURVEY
 PP3365.in June 1995.
 PP3365
 PP3365.Significant digits in the geoid height do not necessarily reflect accuracy.
 PP3365.GEOID18 height accuracy estimate available here.
 PP3365
 PP3365.Click photographs - Photos may exist for this station.
 PP3365
 PP3365.The dynamic height is computed by dividing the NAVD 88
 PP3365.geopotential number by the normal gravity value computed on the
 PP3365.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP3365.degrees latitude (g = 980.6199 gals.).
 PP3365
 PP3365.The modeled gravity was interpolated from observed gravity values.
 PP3365
 PP3365;                    North         East    Units  Estimated Accuracy
 PP3365;SPC MN S     -   282,869.4     861,964.3     MT  (+/- 3 meters HH1 GPS) 
 PP3365
 PP3365_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK8264243333(NAD 83)
 PP3365
 PP3365                          SUPERSEDED SURVEY CONTROL
 PP3365
 PP3365.No superseded survey control is available for this station.
 PP3365
 PP3365_MARKER: DV = VERTICAL CONTROL DISK
 PP3365_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 PP3365_SP_SET: CONCRETE FOOTING
 PP3365_STAMPING: 1914 H 1985
 PP3365_MARK LOGO: MNDT
 PP3365_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 PP3365_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PP3365_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 PP3365+SATELLITE: SATELLITE OBSERVATIONS - November 02, 2022
 PP3365
 PP3365  HISTORY     - Date     Condition        Report By
 PP3365  HISTORY     - 1985     MONUMENTED       MNDT
 PP3365  HISTORY     - 20051025 GOOD             MNDT
 PP3365  HISTORY     - 20070621 GOOD             MNDT
 PP3365  HISTORY     - 20221102 GOOD             MNDT
 PP3365
 PP3365                          STATION DESCRIPTION
 PP3365
 PP3365'DESCRIBED BY MN DEPT OF TRANSP 1985
 PP3365'IN LAKEVILLE.
 PP3365'THE MARK IS LOCATED IN THE CITY OF LAKEVILLE IN THE SOUTHWEST 1/4 OF
 PP3365'SECTION 28, T114N, R20W, 1.25 MILES EAST ALONG TRUNK HIGHWAY 50 FROM
 PP3365'ITS JUNCTION WITH 210TH STREET WEST AND COUNTY ROAD 15 (SOUTH) IN
 PP3365'LAKEVILLE, 60.5 FEET SOUTH OF AND ABOUT 6 FEET LOWER THAN THE
 PP3365'CENTERLINE OF HIGHWAY 50 AT MILEPOINT 5.95, 77.0 FEET WEST OF THE
 PP3365'CENTER OF THE EAST ENTRANCE TO JEFF BELZER CHEVROLET, AND 80.0 FEET
 PP3365'NORTHWEST OF THE NORTHEAST CORNER OF THE CHEVROLET GARAGE.  THE MARK,
 PP3365'A STANDARD ALUMINUM MNDT VERTICAL CONTROL DISK STAMPED---1914 H
 PP3365'1985---, IS SET IN THE NORTHEAST CORNER OF A 10 FOOT SQUARE CONCRETE
 PP3365'BASE FOR A JEFF BELZER CHEVROLET SIGN.  A MAGNET IN THE DISK MAKES
 PP3365'THE MARK MAGNETIC.
 PP3365
 PP3365                          STATION RECOVERY (2005)
 PP3365
 PP3365'RECOVERY NOTE BY MN DEPT OF TRANSP 2005 (MPP)
 PP3365'RECOVERED AS DESCRIBED.
 PP3365
 PP3365                          STATION RECOVERY (2007)
 PP3365
 PP3365'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (VWC)
 PP3365'THE MARK IS LOCATED ABOUT 8.2 MI (13.2 KM) NORTHEAST OF NEW MARKET,
 PP3365'7.6 MI (12.2 KM) NORTH-NORTHWEST OF CASTLE ROCK AND 3.7 MI (6.0 KM)
 PP3365'WEST OF FARMINGTON.
 PP3365'
 PP3365'TO REACH TO THE MARK AT LAKEVILLE, AT COUNTY ROAD 50, GO 1.25 MI (2.0
 PP3365'KM) EAST OF THE JUNCTION OF COUNTY ROAD 50 AND 210TH STREET WEST
 PP3365'(COUNTY ROAD 15), 60.5 FT (18.4 M) SOUTH OF COUNTY ROAD 50, 77.0 FT
 PP3365'(23.5 M) WEST OF EAST ENTRANCE TO JEFF BELSER CHEVROLET DEALERSHIP,
 PP3365'80.0 FT (24.4 M) NORTHWEST OF THE NORTHEAST CORNER OF GARAGE, IN
 PP3365'NORTHEAST CORNER OF CONCRETE BASE OF CHEVROLET SIGN.
 PP3365
 PP3365                          STATION RECOVERY (2022)
 PP3365
 PP3365'RECOVERY NOTE BY MN DEPT OF TRANSP 2022 (MJS)
 PP3365'IN LAKEVILLE, AT COUNTY ROAD 50, 1.25 MI (2.01 KM) EAST OF THE
 PP3365'JUNCTION OF COUNTY ROAD 50 AND 210TH STREET WEST (COUNTY ROAD 15),
 PP3365'60.5 FT (18.4 M) SOUTH OF COUNTY ROAD 50, 77.0 FT (23.5 M) WEST OF AN
 PP3365'EAST ENTRANCE TO THE JEFF BELZER CHEVROLET DEALERSHIP, 80.0 FT (24.4
 PP3365'M) NORTHWEST OF THE NORTHEAST CORNER OF A GARAGE, IN THE NORTHEAST
 PP3365'CORNER OF THE CONCRETE BASE OF A CHEVROLET BUSINESS CENTER JEFF BELZER
 PP3365'SIGN.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 PP3368 ***********************************************************************
 PP3368  DESIGNATION -  1914 L
 PP3368  PID         -  PP3368
 PP3368  STATE/COUNTY-  MN/DAKOTA
 PP3368  COUNTRY     -  US
 PP3368  USGS QUAD   -  FARMINGTON (2019)
 PP3368
 PP3368                         *CURRENT SURVEY CONTROL
 PP3368  ______________________________________________________________________
 PP3368* NAD 83(1986) POSITION- 44 38 30.99   (N) 093 11 13.34   (W)   HD_HELD1
 PP3368* NAVD 88 ORTHO HEIGHT -   286.869 (meters)      941.17  (feet) ADJUSTED
 PP3368  ______________________________________________________________________
 PP3368  GEOID HEIGHT    -        -27.976 (meters)                     GEOID18
 PP3368  DYNAMIC HEIGHT  -        286.842 (meters)      941.08  (feet) COMP
 PP3368  MODELED GRAVITY -    980,513.3   (mgal)                       NAVD 88
 PP3368
 PP3368  VERT ORDER      -  SECOND    CLASS I
 PP3368
 PP3368.The horizontal coordinates were determined by differentially corrected
 PP3368.hand held GPS observations or other comparable positioning techniques
 PP3368.and have an estimated accuracy of +/- 3 meters.
 PP3368
 PP3368.The orthometric height was determined by differential leveling and
 PP3368.adjusted by the NATIONAL GEODETIC SURVEY
 PP3368.in June 1995.
 PP3368
 PP3368.Significant digits in the geoid height do not necessarily reflect accuracy.
 PP3368.GEOID18 height accuracy estimate available here.
 PP3368
 PP3368.Click photographs - Photos may exist for this station.
 PP3368
 PP3368.The dynamic height is computed by dividing the NAVD 88
 PP3368.geopotential number by the normal gravity value computed on the
 PP3368.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP3368.degrees latitude (g = 980.6199 gals.).
 PP3368
 PP3368.The modeled gravity was interpolated from observed gravity values.
 PP3368
 PP3368;                    North         East    Units  Estimated Accuracy
 PP3368;SPC MN S     -   282,759.5     864,491.5     MT  (+/- 3 meters HH1 GPS) 
 PP3368
 PP3368_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK8516643192(NAD 83)
 PP3368
 PP3368                          SUPERSEDED SURVEY CONTROL
 PP3368
 PP3368.No superseded survey control is available for this station.
 PP3368
 PP3368_MARKER: DV = VERTICAL CONTROL DISK
 PP3368_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 PP3368_STAMPING: 1914 L 1985
 PP3368_MARK LOGO: MNDT
 PP3368_PROJECTION: RECESSED 30 CENTIMETERS
 PP3368_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 PP3368_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PP3368_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 PP3368+SATELLITE: SATELLITE OBSERVATIONS - November 02, 2022
 PP3368_ROD/PIPE-DEPTH: 8.5 meters
 PP3368
 PP3368  HISTORY     - Date     Condition        Report By
 PP3368  HISTORY     - 1985     MONUMENTED       MNDT
 PP3368  HISTORY     - 20051025 GOOD             MNDT
 PP3368  HISTORY     - 20070625 GOOD             MNDT
 PP3368  HISTORY     - 20110914 GOOD             MNDT
 PP3368  HISTORY     - 20221102 GOOD             MNDT
 PP3368
 PP3368                          STATION DESCRIPTION
 PP3368
 PP3368'DESCRIBED BY MN DEPT OF TRANSP 1985
 PP3368'IN FARMINGTON.
 PP3368'THE MARK IS LOCATED IN THE CITY OF FARMINGTON IN THE NORTHEAST 1/4 OF
 PP3368'SECTION 35, T114, R20W, 2.45 MILES WEST ALONG TRUNK HIGHWAY 50 FROM
 PP3368'ITS JUNCTION WITH TRUNK HIGHWAY 3 IN FARMINGTON, 95.5 FEET NORTH OF
 PP3368'AND ABOUT LEVEL WITH THE CENTERLINE OF HIGHWAY 50 AT MILEPOINT 7.55,
 PP3368'32.0 FEET EAST OF THE CENTER OF A DEAD END ROAD, 5.0 FEET
 PP3368'WEST-SOUTHWEST OF A TRANSMISSION POWER POLE, 27.7 FEET SOUTHEAST OF A
 PP3368'POWER POLE, AND 1.5 FEET SOUTH OF A STEEL WITNESS POST.  THE MARK, A
 PP3368'STANDARD ALUMINUM MNDT VERTICAL CONTROL MONUMENT DISK STAMPED---1914
 PP3368'L 1985---, IS FASTENED TO THE TOP OF A DRIVEN 3/4 INCH DIAMETER BY 28
 PP3368'FOOT LONG ALUMINUM ALLOY ROD WITH A STABLIZER AND IS FLUSH WITH THE
 PP3368'GROUND, A MAGNET IN THE DISK MAKES THE MARK MAGNETIC.
 PP3368
 PP3368                          STATION RECOVERY (2005)
 PP3368
 PP3368'RECOVERY NOTE BY MN DEPT OF TRANSP 2005 (MPP)
 PP3368'RECOVERED AS DESCRIBED.
 PP3368
 PP3368                          STATION RECOVERY (2007)
 PP3368
 PP3368'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (VWC)
 PP3368'THE MARK IS LOCATED ABOUT 9.1 MI (14.6 KM) SOUTHWEST OF COATES, 7.0 MI
 PP3368'(11.3 KM) NORTH-NORTHWEST OF CASTLE ROCK AND 2.2 MI (3.5 KM) WEST OF
 PP3368'FARMINGTON.
 PP3368'
 PP3368'TO REACH TO THE MARK AT FARMINGTON, AT COUNTY ROAD 50, GO 2.45 MI (3.9
 PP3368'KM) WEST OF THE JUNCTION OF COUNTY ROAD 50 AND TRUNK HIGHWAY 3, 95.5
 PP3368'FT (29.1 M) NORTH OF COUNTY ROAD 50, 32.0 FT (9.8 M) EAST OF FAIR
 PP3368'GREEN AVENUE, 5.0 FT (1.5 M) WEST-SOUTHWEST OF POWER POLE, 27.7 FT
 PP3368'(8.4 M) SOUTHEAST OF POWER POLE, 10 SOUTH OF BITUMINOUS BIKE PATH, 1.5
 PP3368'FT (0.5 M) SOUTH OF A WITNESS POST.
 PP3368
 PP3368                          STATION RECOVERY (2011)
 PP3368
 PP3368'RECOVERY NOTE BY MN DEPT OF TRANSP 2011 (DB)
 PP3368'RECOVERED IN GOOD CONDITION.
 PP3368
 PP3368                          STATION RECOVERY (2022)
 PP3368
 PP3368'RECOVERY NOTE BY MN DEPT OF TRANSP 2022 (MJS)
 PP3368'IN FARMINGTON, AT COUNTY ROAD 50, 2.45 MI (3.94 KM) WEST OF THE
 PP3368'JUNCTION OF COUNTY ROAD 50 AND TRUNK HIGHWAY 3, 46.0 FT (14.0 M) NORTH
 PP3368'OF THE CENTERLINE OF WESTBOUND COUNTY ROAD 50, 36.5 FT (11.1 M) EAST
 PP3368'OF FAIR GREEN AVENUE, 22.0 FT (6.7 M) SOUTH-SOUTHEAST OF A TELEPHONE
 PP3368'PEDESTAL, 9.6 FT (2.9 M) WEST OF A POWER POLE, 11.5 FT (3.5 M) SOUTH
 PP3368'OF A BITUMINOUS BIKE PATH, 1.7 FT (0.5 M) SOUTH OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 PP3372 ***********************************************************************
 PP3372  DESIGNATION -  1914 Q
 PP3372  PID         -  PP3372
 PP3372  STATE/COUNTY-  MN/DAKOTA
 PP3372  COUNTRY     -  US
 PP3372  USGS QUAD   -  FARMINGTON (2019)
 PP3372
 PP3372                         *CURRENT SURVEY CONTROL
 PP3372  ______________________________________________________________________
 PP3372* NAD 83(1986) POSITION- 44 38 20.47   (N) 093 09 25.02   (W)   HD_HELD1
 PP3372* NAVD 88 ORTHO HEIGHT -   277.286 (meters)      909.73  (feet) ADJUSTED
 PP3372  ______________________________________________________________________
 PP3372  GEOID HEIGHT    -        -28.106 (meters)                     GEOID18
 PP3372  DYNAMIC HEIGHT  -        277.258 (meters)      909.64  (feet) COMP
 PP3372  MODELED GRAVITY -    980,508.1   (mgal)                       NAVD 88
 PP3372
 PP3372  VERT ORDER      -  SECOND    CLASS I
 PP3372
 PP3372.The horizontal coordinates were determined by differentially corrected
 PP3372.hand held GPS observations or other comparable positioning techniques
 PP3372.and have an estimated accuracy of +/- 3 meters.
 PP3372
 PP3372.The orthometric height was determined by differential leveling and
 PP3372.adjusted by the NATIONAL GEODETIC SURVEY
 PP3372.in June 1995.
 PP3372
 PP3372.Significant digits in the geoid height do not necessarily reflect accuracy.
 PP3372.GEOID18 height accuracy estimate available here.
 PP3372
 PP3372.Click photographs - Photos may exist for this station.
 PP3372
 PP3372.The dynamic height is computed by dividing the NAVD 88
 PP3372.geopotential number by the normal gravity value computed on the
 PP3372.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP3372.degrees latitude (g = 980.6199 gals.).
 PP3372
 PP3372.The modeled gravity was interpolated from observed gravity values.
 PP3372
 PP3372;                    North         East    Units  Estimated Accuracy
 PP3372;SPC MN S     -   282,459.0     866,881.7     MT  (+/- 3 meters HH1 GPS) 
 PP3372
 PP3372_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK8755242863(NAD 83)
 PP3372
 PP3372                          SUPERSEDED SURVEY CONTROL
 PP3372
 PP3372.No superseded survey control is available for this station.
 PP3372
 PP3372_MARKER: DB = BENCH MARK DISK
 PP3372_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 PP3372_SP_SET: BRIDGE ABUTMENT
 PP3372_STAMPING: 1914 Q 1985
 PP3372_MARK LOGO: MNHD
 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 - October 31, 2022
 PP3372
 PP3372  HISTORY     - Date     Condition        Report By
 PP3372  HISTORY     - 19850601 MONUMENTED       MNDT
 PP3372  HISTORY     - 19950322 GOOD             NGS
 PP3372  HISTORY     - 20061028 GOOD             USPSQD
 PP3372  HISTORY     - 20070625 GOOD             MNDT
 PP3372  HISTORY     - 20141103 GOOD             MNDT
 PP3372  HISTORY     - 20221031 GOOD             MNDT
 PP3372
 PP3372                          STATION DESCRIPTION
 PP3372
 PP3372'DESCRIBED BY MN DEPT OF TRANSP 1985
 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.  IT IS LOCATED IN THE TOWN
 PP3372'OF FARMINGTON IN THE NORTHWEST 1/4 OF SECTION 31, T114N, R19W.  THE
 PP3372'MARK, A BENCH MARK DISK SET IN THE SOUTHEAST ABUTMENT OF CO RD 31
 PP3372'BRIDGE NO 19512 OVER THE VERMILLION RIVER.
 PP3372'
 PP3372'TO REACH THE MARK FROM THE JUNCTION OF TH 3 AND TH 50, GO WEST FOR
 PP3372'1.05 MI (1.69 KM) ALONG TH 50 TO CO RD 31, THEN GO SOUTH FOR 0.2 MI
 PP3372'(0.3 KM) ALONG CO RD 31 TO THE MARK ON THE LEFT. IT IS 32.5 FT (9.9 M)
 PP3372'EAST OF CO RD 31.  RECOVERED AND DESCRIBED BY DIXON B.HOYLE, TYPED BY
 PP3372'J.E.M.
 PP3372
 PP3372                          STATION RECOVERY (2006)
 PP3372
 PP3372'RECOVERY NOTE BY US POWER SQUADRON 2006 (BC)
 PP3372'RECOVERED IN GOOD CONDITION.
 PP3372
 PP3372                          STATION RECOVERY (2007)
 PP3372
 PP3372'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (VWC)
 PP3372'THE MARK IS LOCATED ABOUT 8.1 MI (13.0 KM) SOUTHWEST OF COATES, 6.6 MI
 PP3372'(10.6 KM) NORTH OF CASTLE ROCK AND 0.7 MI (1.1 KM) WEST OF FARMINGTON.
 PP3372'
 PP3372'TO REACH TO THE MARK AT FARMINGTON, GO 1.05 MI (1.7 KM) WEST AND 0.2
 PP3372'MI (0.3 KM) SOUTH OF THE JUNCTION OF TRUNK HIGHWAY 50 AND TRUNK
 PP3372'HIGHWAY 3, IN SOUTHEAST CORNER OF COUNTY ROAD 31 BRIDGE 19512 OVER
 PP3372'VERMILLION RIVER, 32.5 FT (9.9 M) EAST OF COUNTY ROAD 31.
 PP3372
 PP3372                          STATION RECOVERY (2014)
 PP3372
 PP3372'RECOVERY NOTE BY MN DEPT OF TRANSP 2014 (MAS)
 PP3372'THE STATION IS LOCATED ABOUT 8.1 MI (13.0 KM) SOUTHWEST OF COATES, 6.6
 PP3372'MI (10.6 KM) NORTH OF CASTLE ROCK AND 0.7 MI (1.1 KM) WEST OF
 PP3372'FARMINGTON.
 PP3372'
 PP3372'TO REACH THE MARK GO 1.05 MI (1.7 KM) WEST ALONG COUNTY ROAD 50 (ELM
 PP3372'STREET) FROM THE JUNCTION OF COUNTY ROAD 50 AND TRUNK HIGHWAY 3 IN
 PP3372'FARMINGTON, THEN 0.2 MI (0.3 KM) SOUTH OF COUNTY ROAD 31 (DENMARK
 PP3372'AVENUE), IN SOUTHEAST CORNER OF COUNTY ROAD 31 BRIDGE NUMBER 19512
 PP3372'OVER VERMILLION RIVER.
 PP3372'
 PP3372'THE MARK IS LOCATED 32.5 FT (9.9 M) EAST OF COUNTY ROAD 31.
 PP3372
 PP3372                          STATION RECOVERY (2022)
 PP3372
 PP3372'RECOVERY NOTE BY MN DEPT OF TRANSP 2022 (MJS)
 PP3372'IN FARMINGTON, 1.05 MI (1.69 KM) WEST ALONG COUNTY ROAD 50 (ELM
 PP3372'STREET) FROM THE JUNCTION OF COUNTY ROAD 50 AND TRUNK HIGHWAY 3 IN
 PP3372'FARMINGTON, THEN 0.2 MI (0.3 KM) SOUTH OF COUNTY ROAD 31 (DENMARK
 PP3372'AVENUE), IN THE SOUTHEAST CORNER OF COUNTY ROAD 31 BRIDGE NUMBER 19512
 PP3372'OVER THE VERMILLION RIVER, 32.5 FT (9.9 M) EAST OF COUNTY ROAD 31.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DP7380 ***********************************************************************
 DP7380  DESIGNATION -  1916 A
 DP7380  PID         -  DP7380
 DP7380  STATE/COUNTY-  MN/DAKOTA
 DP7380  COUNTRY     -  US
 DP7380  USGS QUAD   -  INVER GROVE HEIGHTS (2019)
 DP7380
 DP7380                         *CURRENT SURVEY CONTROL
 DP7380  ______________________________________________________________________
 DP7380* NAD 83(2011) POSITION- 44 48 34.74481(N) 093 05 59.96396(W)   ADJUSTED
 DP7380* NAD 83(2011) ELLIP HT-   235.578 (meters)        (05/18/15)   ADJUSTED
 DP7380* NAD 83(2011) EPOCH   -  2010.00
 DP7380* NAVD 88 ORTHO HEIGHT -   263.259 (meters)      863.71  (feet) ADJUSTED
 DP7380  ______________________________________________________________________
 DP7380  GEOID HEIGHT    -        -27.661 (meters)                     GEOID18
 DP7380  NAD 83(2011) X  -   -245,121.751 (meters)                     COMP
 DP7380  NAD 83(2011) Y  - -4,526,058.093 (meters)                     COMP
 DP7380  NAD 83(2011) Z  -  4,472,531.880 (meters)                     COMP
 DP7380  LAPLACE CORR    -         -8.49  (seconds)                    DEFLEC18
 DP7380  DYNAMIC HEIGHT  -        263.247 (meters)      863.67  (feet) COMP
 DP7380  MODELED GRAVITY -    980,565.3   (mgal)                       NAVD 88
 DP7380
 DP7380  VERT ORDER      -  SECOND    CLASS I
 DP7380
 DP7380  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DP7380  Standards:
 DP7380         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DP7380            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DP7380  -------------------------------------------------------------------
 DP7380  NETWORK    0.47   1.25           0.20   0.18   0.64      0.05479791
 DP7380  -------------------------------------------------------------------
 DP7380  Click here for local accuracies and other accuracy information.
 DP7380
 DP7380.The horizontal coordinates were established by GPS observations
 DP7380.and adjusted by the MN DEPT OF TRANSP in May 2015.
 DP7380
 DP7380.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DP7380.been affixed to the stable North American tectonic plate. See 
 DP7380.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DP7380
 DP7380.The horizontal coordinates are valid at the epoch date displayed above
 DP7380.which is a decimal equivalence of Year/Month/Day.
 DP7380
 DP7380.The orthometric height was determined by differential leveling and
 DP7380.adjusted by the NATIONAL GEODETIC SURVEY
 DP7380.in September 2016.
 DP7380
 DP7380.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP7380.GEOID18 height accuracy estimate available here.
 DP7380
 DP7380.Click photographs - Photos may exist for this station.
 DP7380
 DP7380.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DP7380
 DP7380.The Laplace correction was computed from DEFLEC18 derived deflections.
 DP7380
 DP7380.The ellipsoidal height was determined by GPS observations
 DP7380.and is referenced to NAD 83.
 DP7380
 DP7380.The dynamic height is computed by dividing the NAVD 88
 DP7380.geopotential number by the normal gravity value computed on the
 DP7380.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP7380.degrees latitude (g = 980.6199 gals.).
 DP7380
 DP7380.The modeled gravity was interpolated from observed gravity values.
 DP7380
 DP7380. The following values were computed from the NAD 83(2011) position.
 DP7380
 DP7380;                    North         East     Units Scale Factor Converg.
 DP7380;SPC MN S     -   301,466.382   871,191.547   MT  0.99993648   +0 37 51.0
 DP7380;SPC MN S     -   989,060.95  2,858,234.27   sFT  0.99993648   +0 37 51.0
 DP7380;UTM  15      - 4,961,810.292   492,093.210   MT  0.99960077   -0 04 13.7
 DP7380
 DP7380!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DP7380!SPC MN S     -   0.99996307  x   0.99993648  =   0.99989955
 DP7380!UTM  15      -   0.99996307  x   0.99960077  =   0.99956385
 DP7380
 DP7380_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK9209361810(NAD 83)
 DP7380
 DP7380                          SUPERSEDED SURVEY CONTROL
 DP7380
 DP7380.No superseded survey control is available for this station.
 DP7380
 DP7380_MARKER: F = FLANGE-ENCASED ROD
 DP7380_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DP7380_STAMPING: 1916 A 2014
 DP7380_MARK LOGO: MNDT
 DP7380_PROJECTION: RECESSED 5 CENTIMETERS
 DP7380_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DP7380_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DP7380_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP7380+SATELLITE: SATELLITE OBSERVATIONS - July 21, 2023
 DP7380_ROD/PIPE-DEPTH: 7.3 meters
 DP7380
 DP7380  HISTORY     - Date     Condition        Report By
 DP7380  HISTORY     - 20140716 MONUMENTED       MNDT
 DP7380  HISTORY     - 20150623 GOOD             MNDT
 DP7380  HISTORY     - 20230721 GOOD             MNDT
 DP7380
 DP7380                          STATION DESCRIPTION
 DP7380
 DP7380'DESCRIBED BY MN DEPT OF TRANSP 2014
 DP7380'IN INVER GROVE HEIGHTS, IN NORTHEAST CORNER TRUNK HIGHWAY 149 AND
 DP7380'TRUNK HIGHWAY3, AT TRUNK HIGHWAY 149 MILE POINT 0.04, 84.5 FEET EAST
 DP7380'OF TRUNK HIGHWAY149 FOG LINE, 153.6 FEET NORTH OF TRUNK HIGHWAY 3 FOG
 DP7380'LINE, 1.5 FEET WEST OF WITNESS POST.
 DP7380
 DP7380                          STATION RECOVERY (2015)
 DP7380
 DP7380'RECOVERY NOTE BY MN DEPT OF TRANSP 2015 (DXS)
 DP7380'IN INVER GROVE HEIGHTS, IN NORTHEAST CORNER TRUNK HIGHWAY 149 AND
 DP7380'TRUNK HIGHWAY 3, AT TRUNK HIGHWAY 149 MILEPOINT 0.04, 84.5 FEET EAST
 DP7380'OF TRUNK HIGHWAY 149 FOG LINE, 153.6 FEET NORTH OF TRUNK HIGHWAY 3 FOG
 DP7380'LINE, 1.5 FEET WEST OF WITNESS POST.
 DP7380
 DP7380                          STATION RECOVERY (2023)
 DP7380
 DP7380'RECOVERY NOTE BY MN DEPT OF TRANSP 2023 (MJS)
 DP7380'IN INVER GROVE HEIGHTS, IN THE NORTHEAST CORNER OF TRUNK HIGHWAY 149
 DP7380'AND TRUNK HIGHWAY 3, AT TRUNK HIGHWAY 149 MILE POINT 0.04, 84.5 FT
 DP7380'(25.8 M) EAST OF A TRUNK HIGHWAY 149 FOG LINE, 153.6 FT (46.8 M) NORTH
 DP7380'OF A TRUNK HIGHWAY 3 FOG LINE, 1.5 FT (0.5 M) WEST OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DP7381 ***********************************************************************
 DP7381  DESIGNATION -  1916 B
 DP7381  PID         -  DP7381
 DP7381  STATE/COUNTY-  MN/DAKOTA
 DP7381  COUNTRY     -  US
 DP7381  USGS QUAD   -  INVER GROVE HEIGHTS (2019)
 DP7381
 DP7381                         *CURRENT SURVEY CONTROL
 DP7381  ______________________________________________________________________
 DP7381* NAD 83(2011) POSITION- 44 49 07.47302(N) 093 06 14.42921(W)   ADJUSTED
 DP7381* NAD 83(2011) ELLIP HT-   242.867 (meters)        (05/18/15)   ADJUSTED
 DP7381* NAD 83(2011) EPOCH   -  2010.00
 DP7381* NAVD 88 ORTHO HEIGHT -   270.506 (meters)      887.49  (feet) ADJUSTED
 DP7381  ______________________________________________________________________
 DP7381  GEOID HEIGHT    -        -27.621 (meters)                     GEOID18
 DP7381  NAD 83(2011) X  -   -245,400.882 (meters)                     COMP
 DP7381  NAD 83(2011) Y  - -4,525,335.014 (meters)                     COMP
 DP7381  NAD 83(2011) Z  -  4,473,253.736 (meters)                     COMP
 DP7381  LAPLACE CORR    -         -8.24  (seconds)                    DEFLEC18
 DP7381  DYNAMIC HEIGHT  -        270.495 (meters)      887.45  (feet) COMP
 DP7381  MODELED GRAVITY -    980,568.1   (mgal)                       NAVD 88
 DP7381
 DP7381  VERT ORDER      -  SECOND    CLASS I
 DP7381
 DP7381  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DP7381  Standards:
 DP7381         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DP7381            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DP7381  -------------------------------------------------------------------
 DP7381  NETWORK    0.75   1.88           0.33   0.28   0.96      0.07133494
 DP7381  -------------------------------------------------------------------
 DP7381  Click here for local accuracies and other accuracy information.
 DP7381
 DP7381.The horizontal coordinates were established by GPS observations
 DP7381.and adjusted by the MN DEPT OF TRANSP in May 2015.
 DP7381
 DP7381.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DP7381.been affixed to the stable North American tectonic plate. See 
 DP7381.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DP7381
 DP7381.The horizontal coordinates are valid at the epoch date displayed above
 DP7381.which is a decimal equivalence of Year/Month/Day.
 DP7381
 DP7381.The orthometric height was determined by differential leveling and
 DP7381.adjusted by the NATIONAL GEODETIC SURVEY
 DP7381.in September 2016.
 DP7381
 DP7381.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP7381.GEOID18 height accuracy estimate available here.
 DP7381
 DP7381.Click photographs - Photos may exist for this station.
 DP7381
 DP7381.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DP7381
 DP7381.The Laplace correction was computed from DEFLEC18 derived deflections.
 DP7381
 DP7381.The ellipsoidal height was determined by GPS observations
 DP7381.and is referenced to NAD 83.
 DP7381
 DP7381.The dynamic height is computed by dividing the NAVD 88
 DP7381.geopotential number by the normal gravity value computed on the
 DP7381.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP7381.degrees latitude (g = 980.6199 gals.).
 DP7381
 DP7381.The modeled gravity was interpolated from observed gravity values.
 DP7381
 DP7381. The following values were computed from the NAD 83(2011) position.
 DP7381
 DP7381;                    North         East     Units Scale Factor Converg.
 DP7381;SPC MN S     -   302,473.051   870,862.650   MT  0.99993734   +0 37 40.9
 DP7381;SPC MN S     -   992,363.67  2,857,155.21   sFT  0.99993734   +0 37 40.9
 DP7381;UTM  15      - 4,962,820.572   491,776.765   MT  0.99960083   -0 04 23.9
 DP7381
 DP7381!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DP7381!SPC MN S     -   0.99996192  x   0.99993734  =   0.99989926
 DP7381!UTM  15      -   0.99996192  x   0.99960083  =   0.99956277
 DP7381
 DP7381_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK9177662820(NAD 83)
 DP7381
 DP7381                          SUPERSEDED SURVEY CONTROL
 DP7381
 DP7381.No superseded survey control is available for this station.
 DP7381
 DP7381_MARKER: F = FLANGE-ENCASED ROD
 DP7381_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DP7381_STAMPING: 1916 B 2014
 DP7381_MARK LOGO: MNDT
 DP7381_PROJECTION: RECESSED 5 CENTIMETERS
 DP7381_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DP7381_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DP7381_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP7381+SATELLITE: SATELLITE OBSERVATIONS - July 21, 2023
 DP7381_ROD/PIPE-DEPTH: 16.2 meters
 DP7381
 DP7381  HISTORY     - Date     Condition        Report By
 DP7381  HISTORY     - 20140716 MONUMENTED       MNDT
 DP7381  HISTORY     - 20230721 GOOD             MNDT
 DP7381
 DP7381                          STATION DESCRIPTION
 DP7381
 DP7381'DESCRIBED BY MN DEPT OF TRANSP 2014
 DP7381'IN INVER GROVE HEIGHTS, 0.15 MILE NORTHWEST ALONG NORTHBOUND TRUNK
 DP7381'HIGHWAY 149 FROM THE JUNCTION OF TRUNK HIGHWAY 149 AND COUNTY ROAD 71
 DP7381'AND RICH VALLEY BOULEVARD IN INVER GROVE HEIGHTS, AT TRUNK HIGHWAY 149
 DP7381'MILE POINT 0.75, 0.15 MILE SOUTHEAST OF WESCOTT ROAD AND ARGENTA
 DP7381'TRAIL, 43.6 FEET NORTHEAST OF NORTHBOUND TRUNK HIGHWAY 149, 1.5 FEET
 DP7381'SOUTHWEST OF WITNESS POST.
 DP7381
 DP7381                          STATION RECOVERY (2023)
 DP7381
 DP7381'RECOVERY NOTE BY MN DEPT OF TRANSP 2023 (MJS)
 DP7381'IN INVER GROVE HEIGHTS, 0.15 MI (0.24 KM) NORTHWEST ALONG NORTHBOUND
 DP7381'TRUNK HIGHWAY 149 FROM THE JUNCTION OF TRUNK HIGHWAY 149 AND COUNTY
 DP7381'ROAD 71 AND RICH VALLEY BOULEVARD IN INVER GROVE HEIGHTS, AT TRUNK
 DP7381'HIGHWAY 149 MILE POINT 0.75, 0.15 MI (0.24 KM) SOUTHEAST OF WESTCOTT
 DP7381'ROAD AND ARGENTA TRAIL, 43.6 FT (13.3 M) NORTHEAST OF NORTHBOUND TRUNK
 DP7381'HIGHWAY 149, 1.5 FT (0.5 M) SOUTHWEST OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DP9202 ***********************************************************************
 DP9202  DESIGNATION -  1916 C
 DP9202  PID         -  DP9202
 DP9202  STATE/COUNTY-  MN/DAKOTA
 DP9202  COUNTRY     -  US
 DP9202  USGS QUAD   -  INVER GROVE HEIGHTS (2019)
 DP9202
 DP9202                         *CURRENT SURVEY CONTROL
 DP9202  ______________________________________________________________________
 DP9202* NAD 83(1986) POSITION- 44 49 42.29   (N) 093 06 44.66   (W)   HD_HELD1
 DP9202* NAVD 88 ORTHO HEIGHT -   272.898 (meters)      895.33  (feet) ADJUSTED
 DP9202  ______________________________________________________________________
 DP9202  GEOID HEIGHT    -        -27.568 (meters)                     GEOID18
 DP9202  DYNAMIC HEIGHT  -        272.888 (meters)      895.30  (feet) COMP
 DP9202  MODELED GRAVITY -    980,570.7   (mgal)                       NAVD 88
 DP9202
 DP9202  VERT ORDER      -  SECOND    CLASS I
 DP9202
 DP9202.The horizontal coordinates were determined by differentially corrected
 DP9202.hand held GPS observations or other comparable positioning techniques
 DP9202.and have an estimated accuracy of +/- 3 meters.
 DP9202
 DP9202.The orthometric height was determined by differential leveling and
 DP9202.adjusted by the NATIONAL GEODETIC SURVEY
 DP9202.in September 2016.
 DP9202
 DP9202.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP9202.GEOID18 height accuracy estimate available here.
 DP9202
 DP9202.Click photographs - Photos may exist for this station.
 DP9202
 DP9202.The dynamic height is computed by dividing the NAVD 88
 DP9202.geopotential number by the normal gravity value computed on the
 DP9202.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP9202.degrees latitude (g = 980.6199 gals.).
 DP9202
 DP9202.The modeled gravity was interpolated from observed gravity values.
 DP9202
 DP9202;                    North         East    Units  Estimated Accuracy
 DP9202;SPC MN S     -   303,540.4     870,186.9     MT  (+/- 3 meters HH1 GPS) 
 DP9202
 DP9202_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK9111463895(NAD 83)
 DP9202
 DP9202                          SUPERSEDED SURVEY CONTROL
 DP9202
 DP9202.No superseded survey control is available for this station.
 DP9202
 DP9202_MARKER: F = FLANGE-ENCASED ROD
 DP9202_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DP9202_STAMPING: 1916 C 2014
 DP9202_MARK LOGO: MNDT
 DP9202_PROJECTION: RECESSED 8 CENTIMETERS
 DP9202_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DP9202_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DP9202_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP9202+SATELLITE: SATELLITE OBSERVATIONS - August 01, 2023
 DP9202_ROD/PIPE-DEPTH: 13.4 meters
 DP9202
 DP9202  HISTORY     - Date     Condition        Report By
 DP9202  HISTORY     - 20140715 MONUMENTED       MNDT
 DP9202  HISTORY     - 20230801 GOOD             MNDT
 DP9202
 DP9202                          STATION DESCRIPTION
 DP9202
 DP9202'DESCRIBED BY MN DEPT OF TRANSP 2014
 DP9202'THE STATION IS LOCATED ABOUT 8.1 MI (13.0 KM) SOUTH OF SAINT PAUL, 6.0
 DP9202'MI (9.7 KM) WEST OF SAINT PAUL PARK AND 3.7 MI (6.0 KM) WEST-SOUTHWEST
 DP9202'OF INVER GROVE HEIGHTS.
 DP9202'
 DP9202'TO REACH THE MARK GO 0.4 MI (0.6 KM) SOUTHEAST ALONG TRUNK HIGHWAY 149
 DP9202'FROM THE JUNCTION OF TRUNK HIGHWAY 149 AND COUNTY ROAD 28/YANKEE
 DP9202'DOODLE ROAD IN EAGAN, AT TRUNK HIGHWAY 149 MILE POINT 1.55.
 DP9202'
 DP9202'THE MARK IS LOCATED 96.5 FT (29.4 M) SOUTHEAST OF ENTRANCE TO SUBURBAN
 DP9202'LANDSCAPE SERVICE AND SLS DESIGN, 53.1 FT (16.2 M) NORTHEAST OF TRUNK
 DP9202'HIGHWAY 149 FOG LINE, 45.5 FT (13.9 M) EAST OF POWER POLE WITH THREE
 DP9202'GUY WIRES, 11.4 FT (3.5 M) NORTHEAST OF PEDESTRIAN PATH, 1.5 FT (0.5
 DP9202'M) SOUTHWEST OF A WITNESS POST.
 DP9202'
 DP9202'NOTE - THE STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM
 DP9202'ROD DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION REMOVABLE
 DP9202'DISK SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH
 DP9202'PVC PIPE BACK FILLED WITH WASHED SAND.
 DP9202
 DP9202                          STATION RECOVERY (2023)
 DP9202
 DP9202'RECOVERY NOTE BY MN DEPT OF TRANSP 2023 (MJS)
 DP9202'IN EAGAN, 0.4 MI (0.6 KM) SOUTHEAST ALONG TRUNK HIGHWAY 149 FROM THE
 DP9202'JUNCTION OF TRUNK HIGHWAY 149 AND COUNTY ROAD 28/YANKEE DOODLE ROAD IN
 DP9202'EAGAN, AT TRUNK HIGHWAY 149 MILE POINT 1.55, 96.5 FT (29.4 M)
 DP9202'SOUTHEAST OF AN ENTRANCE TO SUBURBAN LANDSCAPE SERVICE AND SLS DESIGN,
 DP9202'53.1 FT (16.2 M) NORTHEAST OF A TRUNK HIGHWAY 149 FOG LINE, 45.5 FT
 DP9202'(13.9 M) EAST OF A POWER POLE WITH THREE GUY WIRES, 11.4 FT (3.5 M)
 DP9202'NORTHEAST OF A PEDESTRIAN PATH, 1.5 FT (0.5 M) SOUTHWEST OF A WITNESS
 DP9202'POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DP7382 ***********************************************************************
 DP7382  DESIGNATION -  1916 D
 DP7382  PID         -  DP7382
 DP7382  STATE/COUNTY-  MN/DAKOTA
 DP7382  COUNTRY     -  US
 DP7382  USGS QUAD   -  INVER GROVE HEIGHTS (2019)
 DP7382
 DP7382                         *CURRENT SURVEY CONTROL
 DP7382  ______________________________________________________________________
 DP7382* NAD 83(2011) POSITION- 44 50 03.40793(N) 093 06 57.18064(W)   ADJUSTED
 DP7382* NAD 83(2011) ELLIP HT-   246.709 (meters)        (05/18/15)   ADJUSTED
 DP7382* NAD 83(2011) EPOCH   -  2010.00
 DP7382* NAVD 88 ORTHO HEIGHT -   274.254 (meters)      899.78  (feet) ADJUSTED
 DP7382  ______________________________________________________________________
 DP7382  GEOID HEIGHT    -        -27.542 (meters)                     GEOID18
 DP7382  NAD 83(2011) X  -   -246,272.802 (meters)                     COMP
 DP7382  NAD 83(2011) Y  - -4,524,071.301 (meters)                     COMP
 DP7382  NAD 83(2011) Z  -  4,474,481.112 (meters)                     COMP
 DP7382  LAPLACE CORR    -         -7.36  (seconds)                    DEFLEC18
 DP7382  DYNAMIC HEIGHT  -        274.244 (meters)      899.75  (feet) COMP
 DP7382  MODELED GRAVITY -    980,572.2   (mgal)                       NAVD 88
 DP7382
 DP7382  VERT ORDER      -  SECOND    CLASS I
 DP7382
 DP7382  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DP7382  Standards:
 DP7382         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DP7382            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DP7382  -------------------------------------------------------------------
 DP7382  NETWORK    0.77   2.10           0.33   0.30   1.07     -0.03686392
 DP7382  -------------------------------------------------------------------
 DP7382  Click here for local accuracies and other accuracy information.
 DP7382
 DP7382.The horizontal coordinates were established by GPS observations
 DP7382.and adjusted by the MN DEPT OF TRANSP in May 2015.
 DP7382
 DP7382.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DP7382.been affixed to the stable North American tectonic plate. See 
 DP7382.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DP7382
 DP7382.The horizontal coordinates are valid at the epoch date displayed above
 DP7382.which is a decimal equivalence of Year/Month/Day.
 DP7382
 DP7382.The orthometric height was determined by differential leveling and
 DP7382.adjusted by the NATIONAL GEODETIC SURVEY
 DP7382.in September 2016.
 DP7382
 DP7382.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP7382.GEOID18 height accuracy estimate available here.
 DP7382
 DP7382.Click photographs - Photos may exist for this station.
 DP7382
 DP7382.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DP7382
 DP7382.The Laplace correction was computed from DEFLEC18 derived deflections.
 DP7382
 DP7382.The ellipsoidal height was determined by GPS observations
 DP7382.and is referenced to NAD 83.
 DP7382
 DP7382.The dynamic height is computed by dividing the NAVD 88
 DP7382.geopotential number by the normal gravity value computed on the
 DP7382.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP7382.degrees latitude (g = 980.6199 gals.).
 DP7382
 DP7382.The modeled gravity was interpolated from observed gravity values.
 DP7382
 DP7382. The following values were computed from the NAD 83(2011) position.
 DP7382
 DP7382;                    North         East     Units Scale Factor Converg.
 DP7382;SPC MN S     -   304,189.271   869,904.806   MT  0.99993888   +0 37 10.9
 DP7382;SPC MN S     -   997,994.30  2,854,012.68   sFT  0.99993888   +0 37 10.9
 DP7382;UTM  15      - 4,964,547.806   490,840.317   MT  0.99960103   -0 04 54.1
 DP7382
 DP7382!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DP7382!SPC MN S     -   0.99996132  x   0.99993888  =   0.99990020
 DP7382!UTM  15      -   0.99996132  x   0.99960103  =   0.99956237
 DP7382
 DP7382_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK9084064547(NAD 83)
 DP7382
 DP7382                          SUPERSEDED SURVEY CONTROL
 DP7382
 DP7382.No superseded survey control is available for this station.
 DP7382
 DP7382_MARKER: F = FLANGE-ENCASED ROD
 DP7382_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DP7382_STAMPING: 1916 D 2014
 DP7382_MARK LOGO: MNDT
 DP7382_PROJECTION: RECESSED 3 CENTIMETERS
 DP7382_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DP7382_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DP7382_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP7382+SATELLITE: SATELLITE OBSERVATIONS - August 01, 2023
 DP7382_ROD/PIPE-DEPTH: 13.4 meters
 DP7382
 DP7382  HISTORY     - Date     Condition        Report By
 DP7382  HISTORY     - 20140715 MONUMENTED       MNDT
 DP7382  HISTORY     - 20230801 GOOD             MNDT
 DP7382
 DP7382                          STATION DESCRIPTION
 DP7382
 DP7382'DESCRIBED BY MN DEPT OF TRANSP 2014
 DP7382'IN EAGAN, 0.05 MILE EAST-NORTHEAST ALONG COUNTY ROAD 28 FROM THE
 DP7382'JUNCTION OF COUNTY ROAD 28 AND TRUNK HIGHWAY 149 IN EAGAN, AT TRUNK
 DP7382'HIGHWAY 149 MILE POINT 2.0, 23.7 FEET NORTHWEST OF COUNTY ROAD 28, 5.1
 DP7382'FEET NORTHWEST OF BIKE AND PEDESTRIAN PATH, 1.5 FEET SOUTHEAST OF
 DP7382'WITNESS POST.
 DP7382
 DP7382                          STATION RECOVERY (2023)
 DP7382
 DP7382'RECOVERY NOTE BY MN DEPT OF TRANSP 2023 (MJS)
 DP7382'IN EAGAN, 0.05 MI (0.08 KM) EAST-NORTHEAST ALONG COUNTY ROAD 28 FROM
 DP7382'THE JUNCTION OF COUNTY ROAD 28 AND TRUNK HIGHWAY 149 IN EAGAN, AT
 DP7382'TRUNK HIGHWAY 149 MILE POINT 2.0, 23.7 FT (7.2 M) NORTHWEST OF COUNTY
 DP7382'ROAD 28, 5.1 FT (1.6 M) NORTHWEST OF A BIKE AND PEDESTRIAN PATH, 1.5
 DP7382'FT (0.5 M) SOUTHEAST OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DP7383 ***********************************************************************
 DP7383  DESIGNATION -  1917 B
 DP7383  PID         -  DP7383
 DP7383  STATE/COUNTY-  MN/DAKOTA
 DP7383  COUNTRY     -  US
 DP7383  USGS QUAD   -  SAINT PAUL SW (2019)
 DP7383
 DP7383                         *CURRENT SURVEY CONTROL
 DP7383  ______________________________________________________________________
 DP7383* NAD 83(2011) POSITION- 44 51 55.96294(N) 093 07 48.20878(W)   ADJUSTED
 DP7383* NAD 83(2011) ELLIP HT-   249.626 (meters)        (05/18/15)   ADJUSTED
 DP7383* NAD 83(2011) EPOCH   -  2010.00
 DP7383* NAVD 88 ORTHO HEIGHT -   277.062 (meters)      908.99  (feet) ADJUSTED
 DP7383  ______________________________________________________________________
 DP7383  GEOID HEIGHT    -        -27.438 (meters)                     GEOID18
 DP7383  NAD 83(2011) X  -   -247,258.321 (meters)                     COMP
 DP7383  NAD 83(2011) Y  - -4,521,565.481 (meters)                     COMP
 DP7383  NAD 83(2011) Z  -  4,476,946.517 (meters)                     COMP
 DP7383  LAPLACE CORR    -         -6.32  (seconds)                    DEFLEC18
 DP7383  DYNAMIC HEIGHT  -        277.054 (meters)      908.97  (feet) COMP
 DP7383  MODELED GRAVITY -    980,578.8   (mgal)                       NAVD 88
 DP7383
 DP7383  VERT ORDER      -  SECOND    CLASS I
 DP7383
 DP7383  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DP7383  Standards:
 DP7383         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DP7383            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DP7383  -------------------------------------------------------------------
 DP7383  NETWORK    0.78   2.02           0.35   0.28   1.03      0.06948510
 DP7383  -------------------------------------------------------------------
 DP7383  Click here for local accuracies and other accuracy information.
 DP7383
 DP7383.The horizontal coordinates were established by GPS observations
 DP7383.and adjusted by the MN DEPT OF TRANSP in May 2015.
 DP7383
 DP7383.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DP7383.been affixed to the stable North American tectonic plate. See 
 DP7383.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DP7383
 DP7383.The horizontal coordinates are valid at the epoch date displayed above
 DP7383.which is a decimal equivalence of Year/Month/Day.
 DP7383
 DP7383.The orthometric height was determined by differential leveling and
 DP7383.adjusted by the NATIONAL GEODETIC SURVEY
 DP7383.in September 2016.
 DP7383
 DP7383.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP7383.GEOID18 height accuracy estimate available here.
 DP7383
 DP7383.Click photographs - Photos may exist for this station.
 DP7383
 DP7383.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DP7383
 DP7383.The Laplace correction was computed from DEFLEC18 derived deflections.
 DP7383
 DP7383.The ellipsoidal height was determined by GPS observations
 DP7383.and is referenced to NAD 83.
 DP7383
 DP7383.The dynamic height is computed by dividing the NAVD 88
 DP7383.geopotential number by the normal gravity value computed on the
 DP7383.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP7383.degrees latitude (g = 980.6199 gals.).
 DP7383
 DP7383.The modeled gravity was interpolated from observed gravity values.
 DP7383
 DP7383. The following values were computed from the NAD 83(2011) position.
 DP7383
 DP7383;                    North         East     Units Scale Factor Converg.
 DP7383;SPC MN S     -   307,651.318   868,747.135   MT  0.99994220   +0 36 35.2
 DP7383;SPC MN S     - 1,009,352.70  2,850,214.56   sFT  0.99994220   +0 36 35.2
 DP7383;UTM  15      - 4,968,022.586   489,725.495   MT  0.99960130   -0 05 30.3
 DP7383
 DP7383!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DP7383!SPC MN S     -   0.99996086  x   0.99994220  =   0.99990307
 DP7383!UTM  15      -   0.99996086  x   0.99960130  =   0.99956218
 DP7383
 DP7383_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK8972568022(NAD 83)
 DP7383
 DP7383                          SUPERSEDED SURVEY CONTROL
 DP7383
 DP7383.No superseded survey control is available for this station.
 DP7383
 DP7383_MARKER: F = FLANGE-ENCASED ROD
 DP7383_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DP7383_STAMPING: 1917 B 2014
 DP7383_MARK LOGO: MNDT
 DP7383_PROJECTION: RECESSED 5 CENTIMETERS
 DP7383_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DP7383_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DP7383_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP7383+SATELLITE: SATELLITE OBSERVATIONS - August 03, 2023
 DP7383_ROD/PIPE-DEPTH: 5.8 meters
 DP7383
 DP7383  HISTORY     - Date     Condition        Report By
 DP7383  HISTORY     - 20140715 MONUMENTED       MNDT
 DP7383  HISTORY     - 20230803 GOOD             MNDT
 DP7383
 DP7383                          STATION DESCRIPTION
 DP7383
 DP7383'DESCRIBED BY MN DEPT OF TRANSP 2014
 DP7383'IN MENDOTA HEIGHTS , IN SOUTHWEST CORNER OF TRUNK HIGHWAY 149 AND
 DP7383'MENDOTA HEIGHTS ROAD, 0.01 MILE SOUTH ALONG SOUTHBOUND TRUNK HIGHWAY
 DP7383'149 FROM THE JUNCTION OF TRUNK HIGHWAY 149 AND MENDOTA HEIGHTS ROAD IN
 DP7383'MENDOTA HEIGHTS, JUNCTION IS 0.20 MILE NORTH OF INTERSTATE HIGHWAY 494
 DP7383', 0.10 MILE NORTH OF WESTBOUND INTERSTATE HIGHWAY 494 ON RAMP FROM
 DP7383'NORTHBOUND TRUNK HIGHWAY 149, 74.3 FEET SOUTH OF MENDOTA HEIGHTS ROAD
 DP7383'BACK OF CURVE, 64.7 FEET SOUTH OF SIGNAL BASE, 29.2 FEET WEST OF
 DP7383'SOUTHBOUND TRUNK HIGHWAY 149 FOG LINE, 35.0 FEET WEST OF SOUTHBOUND
 DP7383'TRUNK HIGHWAY 149, 1.5 FEET EAST OF WITNESS POST.
 DP7383
 DP7383                          STATION RECOVERY (2023)
 DP7383
 DP7383'RECOVERY NOTE BY MN DEPT OF TRANSP 2023 (MJS)
 DP7383'IN MENDOTA HEIGHTS, IN THE SOUTHWEST CORNER OF TRUNK HIGHWAY 149 AND
 DP7383'MENDOTA HEIGHTS ROAD, 0.01 MI (0.02 KM) SOUTH ALONG SOUTHBOUND TRUNK
 DP7383'HIGHWAY 149 FROM THE JUNCTION OF TRUNK HIGHWAY 149 AND MENDOTA HEIGHTS
 DP7383'ROAD IN MENDOTA HEIGHTS, THE JUNCTION IS 0.2 MI (0.3 KM) NORTH OF
 DP7383'INTERSTATE HIGHWAY 494, 0.1 MI (0.2 KM) NORTH OF WESTBOUND INTERSTATE
 DP7383'HIGHWAY 494 ON RAMP FROM NORTHBOUND TRUNK HIGHWAY 149, 74.3 FT (22.6
 DP7383'M) SOUTH OF MENDOTA HEIGHTS ROAD BACK OF CURVE, 64.7 FT (19.7 M) SOUTH
 DP7383'OF A SIGNAL BASE, 29.2 FT (8.9 M) WEST OF A SOUTHBOUND TRUNK HIGHWAY
 DP7383'149 FOG LINE, 35.0 FT (10.7 M) WEST OF SOUTHBOUND TRUNK HIGHWAY 149,
 DP7383'1.5 FT (0.5 M) EAST OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DP9199 ***********************************************************************
 DP9199  DESIGNATION -  1917 C
 DP9199  PID         -  DP9199
 DP9199  STATE/COUNTY-  MN/DAKOTA
 DP9199  COUNTRY     -  US
 DP9199  USGS QUAD   -  SAINT PAUL WEST (2019)
 DP9199
 DP9199                         *CURRENT SURVEY CONTROL
 DP9199  ______________________________________________________________________
 DP9199* NAD 83(1986) POSITION- 44 52 44.47   (N) 093 07 36.73   (W)   HD_HELD1
 DP9199* NAVD 88 ORTHO HEIGHT -   270.544 (meters)      887.61  (feet) ADJUSTED
 DP9199  ______________________________________________________________________
 DP9199  GEOID HEIGHT    -        -27.423 (meters)                     GEOID18
 DP9199  DYNAMIC HEIGHT  -        270.537 (meters)      887.59  (feet) COMP
 DP9199  MODELED GRAVITY -    980,581.5   (mgal)                       NAVD 88
 DP9199
 DP9199  VERT ORDER      -  SECOND    CLASS I
 DP9199
 DP9199.The horizontal coordinates were determined by differentially corrected
 DP9199.hand held GPS observations or other comparable positioning techniques
 DP9199.and have an estimated accuracy of +/- 3 meters.
 DP9199
 DP9199.The orthometric height was determined by differential leveling and
 DP9199.adjusted by the NATIONAL GEODETIC SURVEY
 DP9199.in September 2016.
 DP9199
 DP9199.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP9199.GEOID18 height accuracy estimate available here.
 DP9199
 DP9199.Click photographs - Photos may exist for this station.
 DP9199
 DP9199.The dynamic height is computed by dividing the NAVD 88
 DP9199.geopotential number by the normal gravity value computed on the
 DP9199.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP9199.degrees latitude (g = 980.6199 gals.).
 DP9199
 DP9199.The modeled gravity was interpolated from observed gravity values.
 DP9199
 DP9199;                    North         East    Units  Estimated Accuracy
 DP9199;SPC MN S     -   309,151.2     868,983.1     MT  (+/- 3 meters HH1 GPS) 
 DP9199
 DP9199_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK8997969518(NAD 83)
 DP9199
 DP9199                          SUPERSEDED SURVEY CONTROL
 DP9199
 DP9199.No superseded survey control is available for this station.
 DP9199
 DP9199_MARKER: F = FLANGE-ENCASED ROD
 DP9199_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DP9199_STAMPING: 1917 C 2014
 DP9199_MARK LOGO: MNDT
 DP9199_PROJECTION: FLUSH
 DP9199_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DP9199_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DP9199_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DP9199+SATELLITE: SATELLITE OBSERVATIONS - August 03, 2023
 DP9199_ROD/PIPE-DEPTH: 13.4 meters
 DP9199
 DP9199  HISTORY     - Date     Condition        Report By
 DP9199  HISTORY     - 20140715 MONUMENTED       MNDT
 DP9199  HISTORY     - 20201001 GOOD             MNDT
 DP9199  HISTORY     - 20230803 GOOD             MNDT
 DP9199
 DP9199                          STATION DESCRIPTION
 DP9199
 DP9199'DESCRIBED BY MN DEPT OF TRANSP 2014
 DP9199'THE STATION IS LOCATED ABOUT 7.1 MI (11.4 KM) WEST-NORTHWEST OF SAINT
 DP9199'PAUL PARK, 4.8 MI (7.7 KM) SOUTH-SOUTHWEST OF SAINT PAUL AND 4.7 MI
 DP9199'(7.6 KM) WEST-NORTHWEST OF INVER GROVE HEIGHTS.
 DP9199'
 DP9199'TO REACH THE MARK GO 0.35 MI (0.6 KM) SOUTH-SOUTHWEST ALONG SOUTHBOUND
 DP9199'TRUNK HIGHWAY 149 FROM THE JUNCTION OF TRUNK HIGHWAY 149 AND TRUNK
 DP9199'HIGHWAY 110 IN MENDOTA HEIGHTS, AT TRUNK HIGHWAY 149 MILE POINT 5.3.
 DP9199'
 DP9199'THE MARK IS LOCATED 107.5 FT (32.8 M) WEST OF TRUNK HIGHWAY 149, 34.5
 DP9199'FT (10.5 M) NORTH OF MENDAKOTA DRIVE, 1.5 FT (0.5 M) SOUTH OF A
 DP9199'WITNESS POST.
 DP9199'
 DP9199'NOTE - THE STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM
 DP9199'ROD DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION REMOVABLE
 DP9199'DISK SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH
 DP9199'PVC PIPE BACK FILLED WITH WASHED SAND.
 DP9199
 DP9199                          STATION RECOVERY (2020)
 DP9199
 DP9199'RECOVERY NOTE BY MN DEPT OF TRANSP 2020 (KMS)
 DP9199'IN MENDOTA HEIGHTS, 0.35 MI (0.56 KM) SOUTH-SOUTHWEST ALONG SOUTHBOUND
 DP9199'TRUNK HIGHWAY 149 FROM THE JUNCTION OF TRUNK HIGHWAY 149 AND TRUNK
 DP9199'HIGHWAY 62 IN MENDOTA HEIGHTS, AT TRUNK HIGHWAY 149 MILE POINT 5.3,
 DP9199'107.5 FT (32.8 M) WEST OF TRUNK HIGHWAY 149, 34.5 FT (10.5 M) NORTH OF
 DP9199'MENDAKOTA DRIVE, 1.5 FT (0.5 M) SOUTH OF A WITNESS POST.
 DP9199
 DP9199                          STATION RECOVERY (2023)
 DP9199
 DP9199'RECOVERY NOTE BY MN DEPT OF TRANSP 2023 (MJS)
 DP9199'IN MENDOTA HEIGHTS, 0.35 MI (0.56 KM) SOUTH-SOUTHWEST ALONG SOUTHBOUND
 DP9199'TRUNK HIGHWAY 149 FROM THE JUNCTION OF TRUNK HIGHWAY 149 AND TRUNK
 DP9199'HIGHWAY 62 IN MENDOTA HEIGHTS, AT TRUNK HIGHWAY 149 MILE POINT 5.3,
 DP9199'107.5 FT (32.8 M) WEST OF TRUNK HIGHWAY 149, 34.5 FT (10.5 M) NORTH OF
 DP9199'MENDAKOTA DRIVE, 4.0 FT (1.2 M) NORTHEAST OF 6 INCH MAPLE TREE, 1.5 FT
 DP9199'(0.5 M) SOUTH OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DP9194 ***********************************************************************
 DP9194  DESIGNATION -  1917 D
 DP9194  PID         -  DP9194
 DP9194  STATE/COUNTY-  MN/DAKOTA
 DP9194  COUNTRY     -  US
 DP9194  USGS QUAD   -  SAINT PAUL WEST (2019)
 DP9194
 DP9194                         *CURRENT SURVEY CONTROL
 DP9194  ______________________________________________________________________
 DP9194* NAD 83(2011) POSITION- 44 53 40.14840(N) 093 07 31.74872(W)   ADJUSTED
 DP9194* NAD 83(2011) ELLIP HT-   237.348 (meters)        (06/23/21)   ADJUSTED
 DP9194* NAD 83(2011) EPOCH   -  2010.00
 DP9194* NAVD 88 ORTHO HEIGHT -   264.756 (meters)      868.62  (feet) ADJUSTED
 DP9194  ______________________________________________________________________
 DP9194  GEOID HEIGHT    -        -27.405 (meters)                     GEOID18
 DP9194  NAD 83(2011) X  -   -246,773.284 (meters)                     COMP
 DP9194  NAD 83(2011) Y  - -4,519,310.420 (meters)                     COMP
 DP9194  NAD 83(2011) Z  -  4,479,216.846 (meters)                     COMP
 DP9194  LAPLACE CORR    -         -4.95  (seconds)                    DEFLEC18
 DP9194  DYNAMIC HEIGHT  -        264.750 (meters)      868.60  (feet) COMP
 DP9194  MODELED GRAVITY -    980,583.9   (mgal)                       NAVD 88
 DP9194
 DP9194  VERT ORDER      -  SECOND    CLASS I
 DP9194
 DP9194  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DP9194  Standards:
 DP9194         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DP9194            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DP9194  -------------------------------------------------------------------
 DP9194  NETWORK    0.97   1.41           0.45   0.32   0.72      0.15365031
 DP9194  -------------------------------------------------------------------
 DP9194  Click here for local accuracies and other accuracy information.
 DP9194
 DP9194.The horizontal coordinates were established by GPS observations
 DP9194.and adjusted by the MN DEPT OF TRANSP in June 2021.
 DP9194
 DP9194.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DP9194.been affixed to the stable North American tectonic plate. See 
 DP9194.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DP9194
 DP9194.The horizontal coordinates are valid at the epoch date displayed above
 DP9194.which is a decimal equivalence of Year/Month/Day.
 DP9194
 DP9194.The orthometric height was determined by differential leveling and
 DP9194.adjusted by the NATIONAL GEODETIC SURVEY
 DP9194.in September 2016.
 DP9194
 DP9194.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP9194.GEOID18 height accuracy estimate available here.
 DP9194
 DP9194.Click photographs - Photos may exist for this station.
 DP9194
 DP9194.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DP9194
 DP9194.The Laplace correction was computed from DEFLEC18 derived deflections.
 DP9194
 DP9194.The ellipsoidal height was determined by GPS observations
 DP9194.and is referenced to NAD 83.
 DP9194
 DP9194.The dynamic height is computed by dividing the NAVD 88
 DP9194.geopotential number by the normal gravity value computed on the
 DP9194.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP9194.degrees latitude (g = 980.6199 gals.).
 DP9194
 DP9194.The modeled gravity was interpolated from observed gravity values.
 DP9194
 DP9194. The following values were computed from the NAD 83(2011) position.
 DP9194
 DP9194;                    North         East     Units Scale Factor Converg.
 DP9194;SPC MN S     -   310,870.939   869,074.037   MT  0.99994554   +0 36 46.7
 DP9194;SPC MN S     - 1,019,915.74  2,851,287.07   sFT  0.99994554   +0 36 46.7
 DP9194;UTM  15      - 4,971,236.862   490,091.667   MT  0.99960121   -0 05 18.8
 DP9194
 DP9194!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DP9194!SPC MN S     -   0.99996279  x   0.99994554  =   0.99990833
 DP9194!UTM  15      -   0.99996279  x   0.99960121  =   0.99956401
 DP9194
 DP9194_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK9009171236(NAD 83)
 DP9194
 DP9194                          SUPERSEDED SURVEY CONTROL
 DP9194
 DP9194.No superseded survey control is available for this station.
 DP9194
 DP9194_MARKER: F = FLANGE-ENCASED ROD
 DP9194_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DP9194_STAMPING: 1917 D 2014
 DP9194_MARK LOGO: MNDT
 DP9194_PROJECTION: RECESSED 5 CENTIMETERS
 DP9194_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DP9194_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DP9194_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP9194+SATELLITE: SATELLITE OBSERVATIONS - August 03, 2023
 DP9194_ROD/PIPE-DEPTH: 8.8 meters
 DP9194
 DP9194  HISTORY     - Date     Condition        Report By
 DP9194  HISTORY     - 20140715 MONUMENTED       MNDT
 DP9194  HISTORY     - 20201001 GOOD             MNDT
 DP9194  HISTORY     - 20230803 GOOD             MNDT
 DP9194
 DP9194                          STATION DESCRIPTION
 DP9194
 DP9194'DESCRIBED BY MN DEPT OF TRANSP 2014
 DP9194'THE STATION IS LOCATED ABOUT 7.5 MI (12.1 KM) WEST-NORTHWEST OF SAINT
 DP9194'PAUL PARK, 5.2 MI (8.4 KM) NORTHWEST OF INVER GROVE HEIGHTS AND 3.8 MI
 DP9194'(6.1 KM) SOUTH-SOUTHWEST OF SAINT PAUL.
 DP9194'
 DP9194'TO REACH THE MARK GO 0.8 MI (1.3 KM) NORTHEAST ALONG NORTHBOUND TRUNK
 DP9194'HIGHWAY 149 FROM THE JUNCTION OF TRUNK HIGHWAY 149 AND TRUNK HIGHWAY
 DP9194'110 IN MENDOTA HEIGHTS TO TRUNK HIGHWAY 149 MILE POINT 6.45, THEN 0.3
 DP9194'MI (0.5 KM) WEST ON BACHELOR AVENUE.
 DP9194'
 DP9194'THE MARK IS LOCATED 31.9 FT (9.7 M) NORTH OF BACHELOR AVENUE, 33.1 FT
 DP9194'(10.1 M) WEST OF POWER POLE WITH TWO GUY WIRES, 1.5 FT (0.5 M) SOUTH
 DP9194'OF A WITNESS POST.
 DP9194'
 DP9194'NOTE - THE STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM
 DP9194'ROD DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION REMOVABLE
 DP9194'DISK SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH
 DP9194'PVC PIPE BACK FILLED WITH WASHED SAND.
 DP9194
 DP9194                          STATION RECOVERY (2020)
 DP9194
 DP9194'RECOVERY NOTE BY MN DEPT OF TRANSP 2020 (KMS)
 DP9194'RECOVERED AS DESCRIBED.
 DP9194
 DP9194                          STATION RECOVERY (2023)
 DP9194
 DP9194'RECOVERY NOTE BY MN DEPT OF TRANSP 2023 (MJS)
 DP9194'IN MENDOTA HEIGHTS, 0.8 MI (1.3 KM) NORTHEAST ALONG NORTHBOUND TRUNK
 DP9194'HIGHWAY 149 FROM THE JUNCTION OF TRUNK HIGHWAY 149 AND TRUNK HIGHWAY
 DP9194'62 IN MENDOTA HEIGHTS TO TRUNK HIGHWAY 149 MILE POINT 6.45, THEN 0.3
 DP9194'MI (0.5 KM) WEST ON BACHELOR AVENUE, 31.9 FT (9.7 M) NORTH OF BACHELOR
 DP9194'AVENUE, 33.1 FT (10.1 M) WEST OF A POWER POLE WITH TWO GUY WIRES, 1.5
 DP9194'FT (0.5 M) SOUTH OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DP9195 ***********************************************************************
 DP9195  DESIGNATION -  1917 F
 DP9195  PID         -  DP9195
 DP9195  STATE/COUNTY-  MN/DAKOTA
 DP9195  COUNTRY     -  US
 DP9195  USGS QUAD   -  SAINT PAUL EAST (2019)
 DP9195
 DP9195                         *CURRENT SURVEY CONTROL
 DP9195  ______________________________________________________________________
 DP9195* NAD 83(2011) POSITION- 44 54 42.10381(N) 093 06 27.78885(W)   ADJUSTED
 DP9195* NAD 83(2011) ELLIP HT-   276.200 (meters)        (06/23/21)   ADJUSTED
 DP9195* NAD 83(2011) EPOCH   -  2010.00
 DP9195* NAVD 88 ORTHO HEIGHT -   303.617 (meters)      996.12  (feet) ADJUSTED
 DP9195  ______________________________________________________________________
 DP9195  GEOID HEIGHT    -        -27.421 (meters)                     GEOID18
 DP9195  NAD 83(2011) X  -   -245,300.194 (meters)                     COMP
 DP9195  NAD 83(2011) Y  - -4,518,066.061 (meters)                     COMP
 DP9195  NAD 83(2011) Z  -  4,480,598.973 (meters)                     COMP
 DP9195  LAPLACE CORR    -         -4.67  (seconds)                    DEFLEC18
 DP9195  DYNAMIC HEIGHT  -        303.611 (meters)      996.10  (feet) COMP
 DP9195  MODELED GRAVITY -    980,587.6   (mgal)                       NAVD 88
 DP9195
 DP9195  VERT ORDER      -  SECOND    CLASS I
 DP9195
 DP9195  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DP9195  Standards:
 DP9195         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DP9195            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DP9195  -------------------------------------------------------------------
 DP9195  NETWORK    1.02   1.55           0.47   0.34   0.79      0.19647932
 DP9195  -------------------------------------------------------------------
 DP9195  Click here for local accuracies and other accuracy information.
 DP9195
 DP9195.The horizontal coordinates were established by GPS observations
 DP9195.and adjusted by the MN DEPT OF TRANSP in June 2021.
 DP9195
 DP9195.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DP9195.been affixed to the stable North American tectonic plate. See 
 DP9195.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DP9195
 DP9195.The horizontal coordinates are valid at the epoch date displayed above
 DP9195.which is a decimal equivalence of Year/Month/Day.
 DP9195
 DP9195.The orthometric height was determined by differential leveling and
 DP9195.adjusted by the NATIONAL GEODETIC SURVEY
 DP9195.in September 2016.
 DP9195
 DP9195.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP9195.GEOID18 height accuracy estimate available here.
 DP9195
 DP9195.Click photographs - Photos may exist for this station.
 DP9195
 DP9195.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DP9195
 DP9195.The Laplace correction was computed from DEFLEC18 derived deflections.
 DP9195
 DP9195.The ellipsoidal height was determined by GPS observations
 DP9195.and is referenced to NAD 83.
 DP9195
 DP9195.The dynamic height is computed by dividing the NAVD 88
 DP9195.geopotential number by the normal gravity value computed on the
 DP9195.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP9195.degrees latitude (g = 980.6199 gals.).
 DP9195
 DP9195.The modeled gravity was interpolated from observed gravity values.
 DP9195
 DP9195. The following values were computed from the NAD 83(2011) position.
 DP9195
 DP9195;                    North         East     Units Scale Factor Converg.
 DP9195;SPC MN S     -   312,798.416   870,456.415   MT  0.99994764   +0 37 31.5
 DP9195;SPC MN S     - 1,026,239.47  2,855,822.42   sFT  0.99994764   +0 37 31.5
 DP9195;UTM  15      - 4,973,146.609   491,497.055   MT  0.99960089   -0 04 33.8
 DP9195
 DP9195!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DP9195!SPC MN S     -   0.99995670  x   0.99994764  =   0.99990434
 DP9195!UTM  15      -   0.99995670  x   0.99960089  =   0.99955760
 DP9195
 DP9195_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK9149773146(NAD 83)
 DP9195
 DP9195                          SUPERSEDED SURVEY CONTROL
 DP9195
 DP9195.No superseded survey control is available for this station.
 DP9195
 DP9195_MARKER: F = FLANGE-ENCASED ROD
 DP9195_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DP9195_STAMPING: 1917 F 2014
 DP9195_MARK LOGO: MNDT
 DP9195_PROJECTION: RECESSED 5 CENTIMETERS
 DP9195_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DP9195_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DP9195_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP9195+SATELLITE: SATELLITE OBSERVATIONS - August 08, 2023
 DP9195_ROD/PIPE-DEPTH: 5.8 meters
 DP9195
 DP9195  HISTORY     - Date     Condition        Report By
 DP9195  HISTORY     - 20140715 MONUMENTED       MNDT
 DP9195  HISTORY     - 20201001 GOOD             MNDT
 DP9195  HISTORY     - 20230808 GOOD             MNDT
 DP9195
 DP9195                          STATION DESCRIPTION
 DP9195
 DP9195'DESCRIBED BY MN DEPT OF TRANSP 2014
 DP9195'THE STATION IS LOCATED ABOUT 7.5 MI (12.1 KM) NORTHWEST OF SAINT PAUL
 DP9195'PARK, 5.4 MI (8.7 KM) NORTHWEST OF INVER GROVE HEIGHTS AND 2.4 MI (3.9
 DP9195'KM) SOUTH-SOUTHWEST OF SAINT PAUL.
 DP9195'
 DP9195'THE STATION IS LOCATED ABOUT IN MENDOTA HEIGHTS, 0.15 MI (0.2 KM)
 DP9195'SOUTHWEST ALONG TRUNK HIGHWAY 149 FROM THE JUNCTION OF TRUNK HIGHWAY
 DP9195'149 AND COUNTY ROAD 63 IN MENDOTA HEIGHTS, AT TRUNK HIGHWAY 149 MILE
 DP9195'POINT 7.8.
 DP9195'
 DP9195'THE MARK IS LOCATED 30.7 FT (9.4 M) SOUTHEAST OF TRUNK HIGHWAY 149,
 DP9195'28.3 FT (8.6 M) NORTHEAST OF ASHLEY LANE, 1.5 FT (0.5 M) NORTHWEST OF
 DP9195'A WITNESS POST.
 DP9195'
 DP9195'NOTE - THE STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM
 DP9195'ROD DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION REMOVABLE
 DP9195'DISK SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH
 DP9195'PVC PIPE BACK FILLED WITH WASHED SAND.
 DP9195
 DP9195                          STATION RECOVERY (2020)
 DP9195
 DP9195'RECOVERY NOTE BY MN DEPT OF TRANSP 2020 (KMS)
 DP9195'RECOVERED AS DESCRIBED.
 DP9195
 DP9195                          STATION RECOVERY (2023)
 DP9195
 DP9195'RECOVERY NOTE BY MN DEPT OF TRANSP 2023 (MJS)
 DP9195'IN MENDOTA HEIGHTS, 0.15 MI (0.24 KM) SOUTHWEST ALONG TRUNK HIGHWAY
 DP9195'149 FROM THE JUNCTION OF TRUNK HIGHWAY 149 AND COUNTY ROAD 63 IN
 DP9195'MENDOTA HEIGHTS, AT TRUNK HIGHWAY 149 MILE POINT 7.8, 30.7 FT (9.4 M)
 DP9195'SOUTHEAST OF TRUNK HIGHWAY 149, 28.3 FT (8.6 M) NORTHEAST OF ASHLEY
 DP9195'LANE, 1.5 FT (0.5 M) NORTHWEST OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DP7385 ***********************************************************************
 DP7385  DESIGNATION -  1917 G
 DP7385  PID         -  DP7385
 DP7385  STATE/COUNTY-  MN/DAKOTA
 DP7385  COUNTRY     -  US
 DP7385  USGS QUAD   -  SAINT PAUL EAST (2019)
 DP7385
 DP7385                         *CURRENT SURVEY CONTROL
 DP7385  ______________________________________________________________________
 DP7385* NAD 83(2011) POSITION- 44 54 55.42495(N) 093 06 09.36774(W)   ADJUSTED
 DP7385* NAD 83(2011) ELLIP HT-   283.284 (meters)        (05/18/15)   ADJUSTED
 DP7385* NAD 83(2011) EPOCH   -  2010.00
 DP7385* NAVD 88 ORTHO HEIGHT -   310.706 (meters)     1019.37  (feet) ADJUSTED
 DP7385  ______________________________________________________________________
 DP7385  GEOID HEIGHT    -        -27.427 (meters)                     GEOID18
 DP7385  NAD 83(2011) X  -   -244,881.250 (meters)                     COMP
 DP7385  NAD 83(2011) Y  - -4,517,803.038 (meters)                     COMP
 DP7385  NAD 83(2011) Z  -  4,480,895.200 (meters)                     COMP
 DP7385  LAPLACE CORR    -         -5.03  (seconds)                    DEFLEC18
 DP7385  DYNAMIC HEIGHT  -        310.700 (meters)     1019.35  (feet) COMP
 DP7385  MODELED GRAVITY -    980,588.5   (mgal)                       NAVD 88
 DP7385
 DP7385  VERT ORDER      -  SECOND    CLASS I
 DP7385
 DP7385  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DP7385  Standards:
 DP7385         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DP7385            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DP7385  -------------------------------------------------------------------
 DP7385  NETWORK    0.62   1.16           0.27   0.23   0.59      0.07698810
 DP7385  -------------------------------------------------------------------
 DP7385  Click here for local accuracies and other accuracy information.
 DP7385
 DP7385.The horizontal coordinates were established by GPS observations
 DP7385.and adjusted by the MN DEPT OF TRANSP in May 2015.
 DP7385
 DP7385.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DP7385.been affixed to the stable North American tectonic plate. See 
 DP7385.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DP7385
 DP7385.The horizontal coordinates are valid at the epoch date displayed above
 DP7385.which is a decimal equivalence of Year/Month/Day.
 DP7385
 DP7385.The orthometric height was determined by differential leveling and
 DP7385.adjusted by the NATIONAL GEODETIC SURVEY
 DP7385.in September 2016.
 DP7385
 DP7385.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP7385.GEOID18 height accuracy estimate available here.
 DP7385
 DP7385.Click photographs - Photos may exist for this station.
 DP7385
 DP7385.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DP7385
 DP7385.The Laplace correction was computed from DEFLEC18 derived deflections.
 DP7385
 DP7385.The ellipsoidal height was determined by GPS observations
 DP7385.and is referenced to NAD 83.
 DP7385
 DP7385.The dynamic height is computed by dividing the NAVD 88
 DP7385.geopotential number by the normal gravity value computed on the
 DP7385.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP7385.degrees latitude (g = 980.6199 gals.).
 DP7385
 DP7385.The modeled gravity was interpolated from observed gravity values.
 DP7385
 DP7385. The following values were computed from the NAD 83(2011) position.
 DP7385
 DP7385;                    North         East     Units Scale Factor Converg.
 DP7385;SPC MN S     -   313,214.009   870,855.932   MT  0.99994811   +0 37 44.4
 DP7385;SPC MN S     - 1,027,602.96  2,857,133.17   sFT  0.99994811   +0 37 44.4
 DP7385;UTM  15      - 4,973,557.138   491,901.489   MT  0.99960081   -0 04 20.8
 DP7385
 DP7385!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DP7385!SPC MN S     -   0.99995559  x   0.99994811  =   0.99990370
 DP7385!UTM  15      -   0.99995559  x   0.99960081  =   0.99955641
 DP7385
 DP7385_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK9190173557(NAD 83)
 DP7385
 DP7385                          SUPERSEDED SURVEY CONTROL
 DP7385
 DP7385.No superseded survey control is available for this station.
 DP7385
 DP7385_MARKER: F = FLANGE-ENCASED ROD
 DP7385_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DP7385_STAMPING: 1917 G 2014
 DP7385_MARK LOGO: MNDT
 DP7385_PROJECTION: RECESSED 5 CENTIMETERS
 DP7385_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DP7385_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DP7385_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP7385+SATELLITE: SATELLITE OBSERVATIONS - August 08, 2023
 DP7385_ROD/PIPE-DEPTH: 18.0 meters
 DP7385
 DP7385  HISTORY     - Date     Condition        Report By
 DP7385  HISTORY     - 20140715 MONUMENTED       MNDT
 DP7385  HISTORY     - 20201001 GOOD             MNDT
 DP7385  HISTORY     - 20230808 GOOD             MNDT
 DP7385
 DP7385                          STATION DESCRIPTION
 DP7385
 DP7385'DESCRIBED BY MN DEPT OF TRANSP 2014
 DP7385'IN WEST ST. PAUL, 0.25 MILE SOUTHWEST ALONG TRUNK HIGHWAY 149 FROM THE
 DP7385'JUNCTION OF TRUNK HIGHWAY 149 AND COUNTY ROAD 63 IN WEST ST. PAUL, AT
 DP7385'TRUNK HIGHWAY 149 MILE POINT 8.15, 30.4 FEET SOUTHEAST OF TRUNK
 DP7385'HIGHWAY 149, 15.9 FEET NORTH-NORTHEAST OF ENTRANCE TO HOLIDAY STATION,
 DP7385'8.2 FEET SOUTHEAST OF BACK OF CURB, 2.6 FEET NORTHWEST OF EDGE OF
 DP7385'SIDEWALK, 12.2 FEET NORTHWEST OF FLAG POLE, 1.5 SOUTH-SOUTHWEST OF
 DP7385'WITNESS POST.
 DP7385
 DP7385                          STATION RECOVERY (2020)
 DP7385
 DP7385'RECOVERY NOTE BY MN DEPT OF TRANSP 2020 (KMS)
 DP7385'RECOVERED AS DESCRIBED.
 DP7385
 DP7385                          STATION RECOVERY (2023)
 DP7385
 DP7385'RECOVERY NOTE BY MN DEPT OF TRANSP 2023 (MJS)
 DP7385'IN WEST ST. PAUL, 0.25 MI (0.40 KM) SOUTHWEST ALONG TRUNK HIGHWAY 149
 DP7385'FROM THE JUNCTION OF TRUNK HIGHWAY 149 AND COUNTY ROAD 63 IN WEST ST.
 DP7385'PAUL, AT TRUNK HIGHWAY 149 MILE POINT 8.15, 30.4 FT (9.3 M) SOUTHEAST
 DP7385'OF TRUNK HIGHWAY 149, 15.9 FT (4.8 M) NORTH-NORTHEAST OF AN ENTRANCE
 DP7385'TO A HOLIDAY STATION, 8.2 FT (2.5 M) SOUTHEAST OF THE BACK OF A CURB,
 DP7385'2.6 FT (0.8 M) NORTHWEST OF THE EDGE OF A SIDEWALK, 12.2 FT (3.7 M)
 DP7385'NORTHWEST OF A FLAGPOLE.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DJ2636 ***********************************************************************
 DJ2636  DESIGNATION -  1918
 DJ2636  PID         -  DJ2636
 DJ2636  STATE/COUNTY-  MN/WABASHA
 DJ2636  COUNTRY     -  US
 DJ2636  USGS QUAD   -  WABASHA SOUTH (2019)
 DJ2636
 DJ2636                         *CURRENT SURVEY CONTROL
 DJ2636  ______________________________________________________________________
 DJ2636* NAD 83(2011) POSITION- 44 18 18.29031(N) 092 03 17.06923(W)   ADJUSTED
 DJ2636* NAD 83(2011) ELLIP HT-   204.734 (meters)        (06/27/12)   ADJUSTED
 DJ2636* NAD 83(2011) EPOCH   -  2010.00
 DJ2636* NAVD 88 ORTHO HEIGHT -   235.0   (meters)      771.    (feet) GPS OBS
 DJ2636  ______________________________________________________________________
 DJ2636  NAVD 88 orthometric height was determined with geoid model    GEOID03
 DJ2636  GEOID HEIGHT    -        -30.222 (meters)                     GEOID03
 DJ2636  GEOID HEIGHT    -        -30.279 (meters)                     GEOID18
 DJ2636  NAD 83(2011) X  -   -163,926.288 (meters)                     COMP
 DJ2636  NAD 83(2011) Y  - -4,569,070.086 (meters)                     COMP
 DJ2636  NAD 83(2011) Z  -  4,432,556.780 (meters)                     COMP
 DJ2636  LAPLACE CORR    -         -2.31  (seconds)                    DEFLEC18
 DJ2636
 DJ2636  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DJ2636  Standards:
 DJ2636         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DJ2636            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DJ2636  -------------------------------------------------------------------
 DJ2636  NETWORK    0.34   0.57           0.16   0.11   0.29     -0.01137714
 DJ2636  -------------------------------------------------------------------
 DJ2636  Click here for local accuracies and other accuracy information.
 DJ2636
 DJ2636.The horizontal coordinates were established by GPS observations
 DJ2636.and adjusted by the National Geodetic Survey in June 2012.
 DJ2636
 DJ2636.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DJ2636.been affixed to the stable North American tectonic plate. See 
 DJ2636.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DJ2636
 DJ2636.The horizontal coordinates are valid at the epoch date displayed above
 DJ2636.which is a decimal equivalence of Year/Month/Day.
 DJ2636
 DJ2636.The orthometric height was determined by GPS observations and a
 DJ2636.high-resolution geoid model.
 DJ2636
 DJ2636.Significant digits in the geoid height do not necessarily reflect accuracy.
 DJ2636.GEOID18 height accuracy estimate available here.
 DJ2636
 DJ2636.Click photographs - Photos may exist for this station.
 DJ2636
 DJ2636.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DJ2636
 DJ2636.The Laplace correction was computed from DEFLEC18 derived deflections.
 DJ2636
 DJ2636.The ellipsoidal height was determined by GPS observations
 DJ2636.and is referenced to NAD 83.
 DJ2636
 DJ2636. The following values were computed from the NAD 83(2011) position.
 DJ2636
 DJ2636;                    North         East     Units Scale Factor Converg.
 DJ2636;SPC MN S     -   246,855.840   955,194.248   MT  0.99992789   +1 21 48.5
 DJ2636;SPC MN S     -   809,892.87  3,133,833.13   sFT  0.99992789   +1 21 48.5
 DJ2636;UTM  15      - 4,906,192.813   575,395.942   MT  0.99966991   +0 39 37.0
 DJ2636
 DJ2636!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DJ2636!SPC MN S     -   0.99996790  x   0.99992789  =   0.99989579
 DJ2636!UTM  15      -   0.99996790  x   0.99966991  =   0.99963782
 DJ2636
 DJ2636_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWK7539506192(NAD 83)
 DJ2636
 DJ2636                          SUPERSEDED SURVEY CONTROL
 DJ2636
 DJ2636  NAD 83(2007)-  44 18 18.29058(N)    092 03 17.06979(W) AD(2002.00) 1
 DJ2636  ELLIP H (10/12/10)  204.759  (m)                       GP(2002.00) 4 1
 DJ2636  NAD 83(1996)-  44 18 18.29042(N)    092 03 17.06940(W) AD(       ) 1
 DJ2636  ELLIP H (08/09/07)  204.775  (m)                       GP(       ) 4 1
 DJ2636
 DJ2636.Superseded values are not recommended for survey control.
 DJ2636
 DJ2636.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ2636.See file dsdata.pdf to determine how the superseded data were derived.
 DJ2636
 DJ2636_MARKER: DD = SURVEY DISK
 DJ2636_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DJ2636_STAMPING: 1918
 DJ2636_MARK LOGO: MN-157
 DJ2636_PROJECTION: FLUSH
 DJ2636_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DJ2636_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DJ2636+STABILITY: SURFACE MOTION
 DJ2636_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DJ2636+SATELLITE: SATELLITE OBSERVATIONS - December 30, 2020
 DJ2636
 DJ2636  HISTORY     - Date     Condition        Report By
 DJ2636  HISTORY     - 2007     MONUMENTED       MN-157
 DJ2636  HISTORY     - 20201230 GOOD             MNDT
 DJ2636
 DJ2636                          STATION DESCRIPTION
 DJ2636
 DJ2636'DESCRIBED BY WABASHA COUNTY MINNESOTA 2007
 DJ2636'2.5 MILES WEST ON COUNTY ROAD 18 FROM INTERSECTION OF TRUNK HIGHWAY 61
 DJ2636'AND COUNTY ROAD 18 IN KELLOGG, 87 FEET NORTH OF COUNTY ROAD 18, 37.6
 DJ2636'FEET WEST OF COUNTY ROAD 19, 4.8 FEET SOUTH OF GUY ANCHOR, 24.8 FEET
 DJ2636'SOUTH OF POWER POLE, 93.1 FEET NORTH NORTHWEST OF THE INTERSECTION OF
 DJ2636'COUNTY ROAD 18 AND COUNTY ROAD 19, 0.7 FOOT EAST OF WITNESS POST.
 DJ2636
 DJ2636                          STATION RECOVERY (2020)
 DJ2636
 DJ2636'RECOVERY NOTE BY MN DEPT OF TRANSP 2020 (KMS)
 DJ2636'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 AH4429 ***********************************************************************
 AH4429  DESIGNATION -  1918 B
 AH4429  PID         -  AH4429
 AH4429  STATE/COUNTY-  MN/DAKOTA
 AH4429  COUNTRY     -  US
 AH4429  USGS QUAD   -  SAINT PAUL EAST (2019)
 AH4429
 AH4429                         *CURRENT SURVEY CONTROL
 AH4429  ______________________________________________________________________
 AH4429* NAD 83(1986) POSITION- 44 52 40.02   (N) 093 04 51.32   (W)   HD_HELD1
 AH4429* NAVD 88 ORTHO HEIGHT -   296.336 (meters)      972.23  (feet) ADJUSTED
 AH4429  ______________________________________________________________________
 AH4429  GEOID HEIGHT    -        -27.537 (meters)                     GEOID18
 AH4429  DYNAMIC HEIGHT  -        296.329 (meters)      972.21  (feet) COMP
 AH4429  MODELED GRAVITY -    980,585.2   (mgal)                       NAVD 88
 AH4429
 AH4429  VERT ORDER      -  SECOND    CLASS I
 AH4429
 AH4429.The horizontal coordinates were determined by differentially corrected
 AH4429.hand held GPS observations or other comparable positioning techniques
 AH4429.and have an estimated accuracy of +/- 3 meters.
 AH4429
 AH4429.The orthometric height was determined by differential leveling and
 AH4429.adjusted by the NATIONAL GEODETIC SURVEY
 AH4429.in June 2000.
 AH4429
 AH4429.Significant digits in the geoid height do not necessarily reflect accuracy.
 AH4429.GEOID18 height accuracy estimate available here.
 AH4429
 AH4429.Click photographs - Photos may exist for this station.
 AH4429
 AH4429.The dynamic height is computed by dividing the NAVD 88
 AH4429.geopotential number by the normal gravity value computed on the
 AH4429.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH4429.degrees latitude (g = 980.6199 gals.).
 AH4429
 AH4429.The modeled gravity was interpolated from observed gravity values.
 AH4429
 AH4429;                    North         East    Units  Estimated Accuracy
 AH4429;SPC MN S     -   309,053.7     872,614.6     MT  (+/- 3 meters HH1 GPS) 
 AH4429
 AH4429_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK9360869377(NAD 83)
 AH4429
 AH4429                          SUPERSEDED SURVEY CONTROL
 AH4429
 AH4429.No superseded survey control is available for this station.
 AH4429
 AH4429_MARKER: DR = REFERENCE MARK DISK
 AH4429_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AH4429_SP_SET: BRIDGE RAILING
 AH4429_STAMPING: 1918 B 1989
 AH4429_MARK LOGO: MNDT
 AH4429_PROJECTION: FLUSH
 AH4429_MAGNETIC: N = NO MAGNETIC MATERIAL
 AH4429_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AH4429_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AH4429+SATELLITE: SATELLITE OBSERVATIONS - June 12, 2014
 AH4429
 AH4429  HISTORY     - Date     Condition        Report By
 AH4429  HISTORY     - 19890401 MONUMENTED       MNDT
 AH4429  HISTORY     - 20021201 GOOD             USPSQD
 AH4429  HISTORY     - 20021213 GOOD             USPSQD
 AH4429  HISTORY     - 20040918 GOOD             USPSQD
 AH4429  HISTORY     - 20051129 GOOD             USPSQD
 AH4429  HISTORY     - 20070613 GOOD             MNDT
 AH4429  HISTORY     - 20140612 GOOD             MNDT
 AH4429
 AH4429                          STATION DESCRIPTION
 AH4429
 AH4429'DESCRIBED BY MN DEPT OF TRANSP 1989 (OCO)
 AH4429'THE MARK IS LOCATED IN THE CITY OF SUNFISH LAKE, AT THE WESTBOUND
 AH4429'TRUNK HIGHWAY 110 BRIDGE OVER TRUNK HIGHWAY 52, AND IN THE SW 1/4 OF
 AH4429'SECTION 29, T28N, R22W.  THE MARK IS 39.5 FEET NORTH - NORTHEAST OF
 AH4429'THE CENTERLINE OF WESTBOUND HIGHWAY 110, 35.2 FEET SOUTHEAST OF A
 AH4429'LIGHT STANDARD (NUMBERED J-9-C-17), AND 2.0 FEET EAST - SOUTHEAST OF
 AH4429'THE NORTHWEST CORNER OF THE NORTH BRIDGE RAILING.  THE MARK, A
 AH4429'STANDARD MNDT REFERENCE MARK DISK STAMPED---1918 B 1989---, IS SET IN
 AH4429'THE TOP OF THE CONCRETE RAILING AT THE NORTHWEST CORNER OF BRIDGE
 AH4429'NUMBER 19037 (WESTBOUND HIGHWAY 110 OVER HIGHWAY 52).
 AH4429
 AH4429                          STATION RECOVERY (2002)
 AH4429
 AH4429'RECOVERY NOTE BY US POWER SQUADRON 2002 (JH)
 AH4429'HWY 52 HAS BEEN RENAMED HWY 3 (ROBERT STREET)
 AH4429
 AH4429                          STATION RECOVERY (2002)
 AH4429
 AH4429'RECOVERY NOTE BY US POWER SQUADRON 2002 (JRD)
 AH4429'RECOVERED IN GOOD CONDITION.
 AH4429
 AH4429                          STATION RECOVERY (2004)
 AH4429
 AH4429'RECOVERY NOTE BY US POWER SQUADRON 2004 (JH)
 AH4429'RECOVERED IN GOOD CONDITION AS DESCRIBED. MSPS JH.
 AH4429
 AH4429                          STATION RECOVERY (2005)
 AH4429
 AH4429'RECOVERY NOTE BY US POWER SQUADRON 2005 (ATD)
 AH4429'RECOVERED IN GOOD CONDITION.
 AH4429
 AH4429                          STATION RECOVERY (2007)
 AH4429
 AH4429'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (VWC)
 AH4429'THE MARK IS LOCATED ABOUT 5.0 MI (8.0 KM) WEST-NORTHWEST OF SAINT PAUL
 AH4429'PARK, 4.6 MI (7.4 KM) SOUTH OF SAINT PAUL AND 2.8 MI (4.5 KM)
 AH4429'NORTHWEST OF INVER GROVE HEIGHTS.
 AH4429'
 AH4429'TO REACH TO THE MARK AT SUNFISH LAKE, IN THE TOP OF RAILING AT
 AH4429'NORTHWEST CORNER OF WEST BOUND TRUNK HIGHWAY 110 BRIDGE 19037 OVER
 AH4429'COUNTY HIGHWAY 3, GO 39.5 FT (12.0 M) NORTH-NORTHEAST OF WEST BOUND
 AH4429'TRUNK HIGHWAY 110, 35.2 FT (10.7 M) SOUTHEAST OF LIGHT STANDARD
 AH4429'J-9-C-17, 2.0 FT (0.6 M) EAST-SOUTHEAST OF THE NORTHWEST CORNER OF
 AH4429'NORTH BRIDGE RAILING.
 AH4429
 AH4429                          STATION RECOVERY (2014)
 AH4429
 AH4429'RECOVERY NOTE BY MN DEPT OF TRANSP 2014 (DAS)
 AH4429'IN SUNFISH LAKE, IN THE TOP OF RAILING AT NORTHWEST CORNER OF
 AH4429'WESTBOUND TRUNK HIGHWAY 110 BRIDGE 19037 OVER COUNTY HIGHWAY 3, 39.5
 AH4429'FT (12.0 M) NORTH-NORTHEAST OF WESTBOUND TRUNK HIGHWAY 110, 35.2 FT
 AH4429'(10.7 M) SOUTHEAST OF LIGHT STANDARD J-9-C-17, 2.0 FT (0.6 M)
 AH4429'EAST-SOUTHEAST OF THE NORTHWEST CORNER OF NORTH BRIDGE RAILING.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 AH4430 ***********************************************************************
 AH4430  DESIGNATION -  1918 C
 AH4430  PID         -  AH4430
 AH4430  STATE/COUNTY-  MN/DAKOTA
 AH4430  COUNTRY     -  US
 AH4430  USGS QUAD   -  SAINT PAUL EAST (2019)
 AH4430
 AH4430                         *CURRENT SURVEY CONTROL
 AH4430  ______________________________________________________________________
 AH4430* NAD 83(1986) POSITION- 44 52 37.19   (N) 093 04 48.51   (W)   HD_HELD1
 AH4430* NAVD 88 ORTHO HEIGHT -   296.759 (meters)      973.62  (feet) ADJUSTED
 AH4430  ______________________________________________________________________
 AH4430  GEOID HEIGHT    -        -27.541 (meters)                     GEOID18
 AH4430  DYNAMIC HEIGHT  -        296.752 (meters)      973.59  (feet) COMP
 AH4430  MODELED GRAVITY -    980,585.1   (mgal)                       NAVD 88
 AH4430
 AH4430  VERT ORDER      -  SECOND    CLASS I
 AH4430
 AH4430.The horizontal coordinates were determined by differentially corrected
 AH4430.hand held GPS observations or other comparable positioning techniques
 AH4430.and have an estimated accuracy of +/- 3 meters.
 AH4430
 AH4430.The orthometric height was determined by differential leveling and
 AH4430.adjusted by the NATIONAL GEODETIC SURVEY
 AH4430.in June 2000.
 AH4430
 AH4430.Significant digits in the geoid height do not necessarily reflect accuracy.
 AH4430.GEOID18 height accuracy estimate available here.
 AH4430
 AH4430.Click photographs - Photos may exist for this station.
 AH4430
 AH4430.The dynamic height is computed by dividing the NAVD 88
 AH4430.geopotential number by the normal gravity value computed on the
 AH4430.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH4430.degrees latitude (g = 980.6199 gals.).
 AH4430
 AH4430.The modeled gravity was interpolated from observed gravity values.
 AH4430
 AH4430;                    North         East    Units  Estimated Accuracy
 AH4430;SPC MN S     -   308,967.0     872,677.3     MT  (+/- 3 meters HH1 GPS) 
 AH4430
 AH4430_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK9367069289(NAD 83)
 AH4430
 AH4430                          SUPERSEDED SURVEY CONTROL
 AH4430
 AH4430.No superseded survey control is available for this station.
 AH4430
 AH4430_MARKER: DR = REFERENCE MARK DISK
 AH4430_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AH4430_SP_SET: BRIDGE RAILING
 AH4430_STAMPING: 1918 C 1989
 AH4430_MARK LOGO: MNDT
 AH4430_PROJECTION: FLUSH
 AH4430_MAGNETIC: N = NO MAGNETIC MATERIAL
 AH4430_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AH4430_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AH4430+SATELLITE: SATELLITE OBSERVATIONS - June 12, 2014
 AH4430
 AH4430  HISTORY     - Date     Condition        Report By
 AH4430  HISTORY     - 19890401 MONUMENTED       MNDT
 AH4430  HISTORY     - 20021201 GOOD             USPSQD
 AH4430  HISTORY     - 20050111 GOOD             USPSQD
 AH4430  HISTORY     - 20070613 GOOD             MNDT
 AH4430  HISTORY     - 20140612 GOOD             MNDT
 AH4430
 AH4430                          STATION DESCRIPTION
 AH4430
 AH4430'DESCRIBED BY MN DEPT OF TRANSP 1989 (OCO)
 AH4430'THE MARK IS LOCATED IN THE CITY OF INVER GROVE HEIGHTS, AT THE
 AH4430'JUNCTION OF TRUNK HIGHWAY 110 AND TRUNK HIGHWAY 52, AND IN THE SW 1/4
 AH4430'OF SECTION 29, T28N, R22W.  THE MARK IS 36.5 FEET SOUTH OF THE
 AH4430'CENTERLINE OF EASTBOUND HIGHWAY 110, 2.8 FEET NORTHWEST OF AN END
 AH4430'STEEL FENCE POST, AND 2.4 FEET WEST - NORTHWEST OF THE SOUTHEAST
 AH4430'CORNER OF THE SOUTH BRIDGE RAILING.  THE MARK, A STANDARD MNDT
 AH4430'REFERENCE MARK DISK STAMPED---1918 C 1989---, IS SET IN THE TOP OF THE
 AH4430'CONCRETE RAILING AT THE SOUTHEAST CORNER OF BRIDGE NUMBER 19038
 AH4430'(EASTBOUND HIGHWAY 110 OVER HIGHWAY 52).
 AH4430
 AH4430                          STATION RECOVERY (2002)
 AH4430
 AH4430'RECOVERY NOTE BY US POWER SQUADRON 2002 (JH)
 AH4430'HWY 52 HAS BEEN RENAMED HWY 3 (ROBERT STREET)
 AH4430
 AH4430                          STATION RECOVERY (2005)
 AH4430
 AH4430'RECOVERY NOTE BY US POWER SQUADRON 2005 (ATD)
 AH4430'RECOVERED IN GOOD CONDITION AS DIRECTED. SPSPS. ATD.
 AH4430
 AH4430                          STATION RECOVERY (2007)
 AH4430
 AH4430'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (PJG)
 AH4430'THE MARK IS LOCATED ABOUT 5.0 MI (8.0 KM) WEST-NORTHWEST OF SAINT PAUL
 AH4430'PARK, 4.7 MI (7.6 KM) SOUTH OF SAINT PAUL AND 2.7 MI (4.3 KM)
 AH4430'NORTHWEST OF INVER GROVE HEIGHTS.
 AH4430'
 AH4430'TO REACH TO THE MARK AT INVER GROVE HEIGHTS, IN THE TOP OF RAILING AT
 AH4430'SOUTHEAST CORNER OF EASTBOUND TRUNK HIGHWAY 110 BRIDGE 19803 OVER
 AH4430'COUNTY HIGHWAY 3, 36.5 FT (11.1 M) SOUTH OF EASTBOUND TRUNK HIGHWAY
 AH4430'110, 2.8 FT (0.9 M) NORTHWEST OF END STEEL FENCE POST, 2.4 FT (0.7 M)
 AH4430'WEST-NORTHWEST OF THE SOUTHEAST CORNER OF SOUTH BRIDGE RAILING.
 AH4430
 AH4430                          STATION RECOVERY (2014)
 AH4430
 AH4430'RECOVERY NOTE BY MN DEPT OF TRANSP 2014 (DAS)
 AH4430'IN INVER GROVE HEIGHTS, IN THE TOP OF RAILING AT SOUTHEAST CORNER OF
 AH4430'EASTBOUND TRUNK HIGHWAY 110 BRIDGE 19803 OVER COUNTY HIGHWAY 3, 36.5
 AH4430'FT (11.1 M) SOUTH OF EASTBOUND TRUNK HIGHWAY 110, 2.8 FT (0.9 M)
 AH4430'NORTHWEST OF END STEEL FENCE POST, 2.4 FT (0.7 M) WEST-NORTHWEST OF
 AH4430'THE SOUTHEAST CORNER OF SOUTH BRIDGE RAILING.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 AH4431 ***********************************************************************
 AH4431  DESIGNATION -  1918 D
 AH4431  PID         -  AH4431
 AH4431  STATE/COUNTY-  MN/DAKOTA
 AH4431  COUNTRY     -  US
 AH4431  USGS QUAD   -  SAINT PAUL EAST (2019)
 AH4431
 AH4431                         *CURRENT SURVEY CONTROL
 AH4431  ______________________________________________________________________
 AH4431* NAD 83(1986) POSITION- 44 52 32.54   (N) 093 04 36.20   (W)   HD_HELD1
 AH4431* NAVD 88 ORTHO HEIGHT -   298.446 (meters)      979.15  (feet) ADJUSTED
 AH4431  ______________________________________________________________________
 AH4431  GEOID HEIGHT    -        -27.554 (meters)                     GEOID18
 AH4431  DYNAMIC HEIGHT  -        298.439 (meters)      979.13  (feet) COMP
 AH4431  MODELED GRAVITY -    980,585.2   (mgal)                       NAVD 88
 AH4431
 AH4431  VERT ORDER      -  SECOND    CLASS I
 AH4431
 AH4431.The horizontal coordinates were determined by differentially corrected
 AH4431.hand held GPS observations or other comparable positioning techniques
 AH4431.and have an estimated accuracy of +/- 3 meters.
 AH4431
 AH4431.The orthometric height was determined by differential leveling and
 AH4431.adjusted by the NATIONAL GEODETIC SURVEY
 AH4431.in June 2000.
 AH4431
 AH4431.Significant digits in the geoid height do not necessarily reflect accuracy.
 AH4431.GEOID18 height accuracy estimate available here.
 AH4431
 AH4431.Click photographs - Photos may exist for this station.
 AH4431
 AH4431.The dynamic height is computed by dividing the NAVD 88
 AH4431.geopotential number by the normal gravity value computed on the
 AH4431.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH4431.degrees latitude (g = 980.6199 gals.).
 AH4431
 AH4431.The modeled gravity was interpolated from observed gravity values.
 AH4431
 AH4431;                    North         East    Units  Estimated Accuracy
 AH4431;SPC MN S     -   308,826.5     872,949.1     MT  (+/- 3 meters HH1 GPS) 
 AH4431
 AH4431_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK9394069145(NAD 83)
 AH4431
 AH4431                          SUPERSEDED SURVEY CONTROL
 AH4431
 AH4431.No superseded survey control is available for this station.
 AH4431
 AH4431_MARKER: DR = REFERENCE MARK DISK
 AH4431_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AH4431_SP_SET: BRIDGE RAILING
 AH4431_STAMPING: 1918 D 1989
 AH4431_MARK LOGO: MNDT
 AH4431_PROJECTION: FLUSH
 AH4431_MAGNETIC: N = NO MAGNETIC MATERIAL
 AH4431_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AH4431_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AH4431+SATELLITE: SATELLITE OBSERVATIONS - July 01, 2014
 AH4431
 AH4431  HISTORY     - Date     Condition        Report By
 AH4431  HISTORY     - 19890401 MONUMENTED       MNDT
 AH4431  HISTORY     - 20021201 GOOD             USPSQD
 AH4431  HISTORY     - 20050111 GOOD             USPSQD
 AH4431  HISTORY     - 20070613 GOOD             MNDT
 AH4431  HISTORY     - 20140701 GOOD             MNDT
 AH4431
 AH4431                          STATION DESCRIPTION
 AH4431
 AH4431'DESCRIBED BY MN DEPT OF TRANSP 1989 (OCO)
 AH4431'THE MARK IS LOCATED IN THE CITY OF INVER GROVE HEIGHTS, AT THE
 AH4431'WESTBOUND TRUNK HIGHWAY 110 BRIDGE OVER INTERSTATE HIGHWAY 494, AND IN
 AH4431'THE NW 1/4 OF SECTION 32, T28N, R22W.  THE MARK IS 18.5 FEET
 AH4431'NORTH-NORTHEAST OF THE CENTERLINE OF WESTBOUND HIGHWAY 110, AND 0.6
 AH4431'FOOT SOUTHEAST OF THE NORTHWEST CORNER OF THE NORTH BRIDGE RAILING.
 AH4431'THE MARK, A STANDARD MNDT REFERENCE MARK DISK STAMPED---1918 D
 AH4431'1989---, IS SET IN THE TOP OF THE CONCRETE RAILING AT THE NORTHWEST
 AH4431'CORNER OF BRIDGE NUMBER 19853 (EASTBOUND HIGHWAY 110 OVER HIGHWAY
 AH4431'494).
 AH4431
 AH4431                          STATION RECOVERY (2002)
 AH4431
 AH4431'RECOVERY NOTE BY US POWER SQUADRON 2002 (JH)
 AH4431'RECOVERED IN GOOD CONDITION.
 AH4431
 AH4431                          STATION RECOVERY (2005)
 AH4431
 AH4431'RECOVERY NOTE BY US POWER SQUADRON 2005 (ATD)
 AH4431'RECOVERED IN GOOD CONDITION AS DESCRIBED. SPSPS. ATD.
 AH4431
 AH4431                          STATION RECOVERY (2007)
 AH4431
 AH4431'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (VWC)
 AH4431'THE MARK IS LOCATED ABOUT 4.8 MI (7.7 KM) SOUTH OF SAINT PAUL, 4.8 MI
 AH4431'(7.7 KM) WEST-NORTHWEST OF SAINT PAUL PARK AND 2.5 MI (4.0 KM)
 AH4431'NORTHWEST OF INVER GROVE HEIGHTS.
 AH4431'
 AH4431'TO REACH TO THE MARK AT INVER GROVE HEIGHTS, IN THE TOP OF RAILING AT
 AH4431'NORTHWEST CORNER OF EASTBOUND TRUNK HIGHWAY 110 BRIDGE 19853 OVER
 AH4431'INTERSTATE HIGHWAY 494, GO 18.5 FT (5.6 M) NORTH-NORTHEAST OF WEST
 AH4431'BOUND TRUNK HIGHWAY 110, 0.6 FT (0.2 M) SOUTHEAST OF THE NORTHWEST
 AH4431'CORNER OF NORTH BRIDGE RAILING.
 AH4431
 AH4431                          STATION RECOVERY (2014)
 AH4431
 AH4431'RECOVERY NOTE BY MN DEPT OF TRANSP 2014 (DAS)
 AH4431'IN INVER GROVE HEIGHTS, IN THE TOP OF RAILING AT NORTHWEST CORNER OF
 AH4431'EASTBOUND TRUNK HIGHWAY 110 BRIDGE 19853 OVER INTERSTATE HIGHWAY 494,
 AH4431'18.5 FT (5.6 M) NORTH-NORTHEAST OF WESTBOUND TRUNK HIGHWAY 110, 0.6 FT
 AH4431'(18 CM) SOUTHEAST OF THE NORTHWEST CORNER OF NORTH BRIDGE RAILING.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 AH4432 ***********************************************************************
 AH4432  DESIGNATION -  1918 E
 AH4432  PID         -  AH4432
 AH4432  STATE/COUNTY-  MN/DAKOTA
 AH4432  COUNTRY     -  US
 AH4432  USGS QUAD   -  SAINT PAUL EAST (2019)
 AH4432
 AH4432                         *CURRENT SURVEY CONTROL
 AH4432  ______________________________________________________________________
 AH4432* NAD 83(1986) POSITION- 44 52 33.30   (N) 093 04 32.81   (W)   HD_HELD1
 AH4432* NAVD 88 ORTHO HEIGHT -   295.150 (meters)      968.34  (feet) ADJUSTED
 AH4432  ______________________________________________________________________
 AH4432  GEOID HEIGHT    -        -27.556 (meters)                     GEOID18
 AH4432  DYNAMIC HEIGHT  -        295.144 (meters)      968.32  (feet) COMP
 AH4432  MODELED GRAVITY -    980,585.2   (mgal)                       NAVD 88
 AH4432
 AH4432  VERT ORDER      -  SECOND    CLASS I
 AH4432
 AH4432.The horizontal coordinates were determined by differentially corrected
 AH4432.hand held GPS observations or other comparable positioning techniques
 AH4432.and have an estimated accuracy of +/- 3 meters.
 AH4432
 AH4432.The orthometric height was determined by differential leveling and
 AH4432.adjusted by the NATIONAL GEODETIC SURVEY
 AH4432.in June 2000.
 AH4432
 AH4432.No vertical observational check was made to the station.
 AH4432
 AH4432.Significant digits in the geoid height do not necessarily reflect accuracy.
 AH4432.GEOID18 height accuracy estimate available here.
 AH4432
 AH4432.Click photographs - Photos may exist for this station.
 AH4432
 AH4432.The dynamic height is computed by dividing the NAVD 88
 AH4432.geopotential number by the normal gravity value computed on the
 AH4432.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH4432.degrees latitude (g = 980.6199 gals.).
 AH4432
 AH4432.The modeled gravity was interpolated from observed gravity values.
 AH4432
 AH4432;                    North         East    Units  Estimated Accuracy
 AH4432;SPC MN S     -   308,850.8     873,023.2     MT  (+/- 3 meters HH1 GPS) 
 AH4432
 AH4432_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK9401469169(NAD 83)
 AH4432
 AH4432                          SUPERSEDED SURVEY CONTROL
 AH4432
 AH4432.No superseded survey control is available for this station.
 AH4432
 AH4432_MARKER: DV = VERTICAL CONTROL DISK
 AH4432_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AH4432_SP_SET: BRIDGE RAILING
 AH4432_STAMPING: 1918 E 1989
 AH4432_MARK LOGO: MNDT
 AH4432_PROJECTION: FLUSH
 AH4432_MAGNETIC: N = NO MAGNETIC MATERIAL
 AH4432_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AH4432_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AH4432+SATELLITE: SATELLITE OBSERVATIONS - June 23, 2014
 AH4432
 AH4432  HISTORY     - Date     Condition        Report By
 AH4432  HISTORY     - 19890601 MONUMENTED       MNDT
 AH4432  HISTORY     - 20021213 GOOD             USPSQD
 AH4432  HISTORY     - 20040918 GOOD             USPSQD
 AH4432  HISTORY     - 20051129 GOOD             USPSQD
 AH4432  HISTORY     - 20070613 GOOD             MNDT
 AH4432  HISTORY     - 20140623 GOOD             MNDT
 AH4432
 AH4432                          STATION DESCRIPTION
 AH4432
 AH4432'DESCRIBED BY MN DEPT OF TRANSP 1989 (OCO)
 AH4432'THE MARK IS LOCATED IN THE CITY OF INVER GROVE HEIGHTS, AT THE
 AH4432'JUNCTION OF TRUNK HIGHWAY 110 AND INTERSTATE HIGHWAY 494, AND IN THE
 AH4432'NW 1/4 OF SECTION 32, T28N, R22W.  THE MARK IS 26.0 FEET NORTH OF THE
 AH4432'CENTERLINE OF WESTBOUND HIGHWAY 110, 41.5 FEET EAST-SOUTHEAST OF A
 AH4432'LIGHT STANDARD (NUMBERED J-9-C-11), 23.7 FEET SOUTHEAST OF A LARGE
 AH4432'OVERHEAD SIGN POST (NUMBERED J-9-CW), AND 1.4 FEET EAST OF THE
 AH4432'NORTHWEST CORNER OF THE NORTH BRIDGE RAILING.  THE MARK, A STANDARD
 AH4432'MNDT REFERENCE MARK DISK STAMPED---1918 E 1989---, IS SET IN THE TOP
 AH4432'OF THE CONCRETE RAILING AT THE NORTHWEST CORNER OF BRIDGE NUMBER 19884
 AH4432'(WESTBOUND HIGHWAY 110 OVER CONNECTER TO WESTBOUND HIGHWAY 494).
 AH4432
 AH4432                          STATION RECOVERY (2002)
 AH4432
 AH4432'RECOVERY NOTE BY US POWER SQUADRON 2002 (JRD)
 AH4432'RECOVERED IN GOOD CONDITION.
 AH4432
 AH4432                          STATION RECOVERY (2004)
 AH4432
 AH4432'RECOVERY NOTE BY US POWER SQUADRON 2004 (JH)
 AH4432'RECOVERED IN GOOD CONDITION AS DESCRIBED. MSPS JH.
 AH4432
 AH4432                          STATION RECOVERY (2005)
 AH4432
 AH4432'RECOVERY NOTE BY US POWER SQUADRON 2005 (ATD)
 AH4432'RECOVERED IN GOOD CONDITION.
 AH4432
 AH4432                          STATION RECOVERY (2007)
 AH4432
 AH4432'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (VWC)
 AH4432'THE MARK IS LOCATED ABOUT 4.8 MI (7.7 KM) SOUTH OF SAINT PAUL, 4.8 MI
 AH4432'(7.7 KM) WEST-NORTHWEST OF SAINT PAUL PARK AND 2.5 MI (4.0 KM)
 AH4432'NORTHWEST OF INVER GROVE HEIGHTS.
 AH4432'
 AH4432'TO REACH TO THE MARK AT INVER GROVE HEIGHTS, IN THE TOP OF RAILING AT
 AH4432'NORTHWEST CORNER OF WEST BOUND TRUNK HIGHWAY 110 BRIDGE 19884 OVER
 AH4432'CONNECTOR TO WEST BOUND INTERSTATE HIGHWAY 494, GO 26.0 FT (7.9 M)
 AH4432'NORTH OF WEST BOUND TRUNK HIGHWAY 110, 41.5 FT (12.6 M) EAST-SOUTHEAST
 AH4432'OF LIGHT STANDARD J-9-C-11, 27.3 FT (8.3 M) SOUTHEAST OF LARGE
 AH4432'OVERHEAD SIGN POST J-9-CW, 1.4 FT (0.4 M) EAST OF THE NORTHWEST CORNER
 AH4432'OF BRIDGE RAILING.
 AH4432
 AH4432                          STATION RECOVERY (2014)
 AH4432
 AH4432'RECOVERY NOTE BY MN DEPT OF TRANSP 2014 (DAS)
 AH4432'IN INVER GROVE HEIGHTS, IN THE TOP OF RAILING AT NORTHWEST CORNER OF
 AH4432'WESTBOUND TRUNK HIGHWAY 110 BRIDGE 19884 OVER CONNECTOR TO WESTBOUND
 AH4432'INTERSTATE HIGHWAY 494, 26.0 FT (7.9 M) NORTH OF WESTBOUND TRUNK
 AH4432'HIGHWAY 110, 41.5 FT (12.6 M) EAST-SOUTHEAST OF LIGHT STANDARD
 AH4432'J-9-C-11, 27.3 FT (8.3 M) SOUTHEAST OF LARGE OVERHEAD SIGN POST
 AH4432'J-9-CW, 1.4 FT (0.4 M) EAST OF THE NORTHWEST CORNER OF BRIDGE RAILING.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 AH4433 ***********************************************************************
 AH4433  DESIGNATION -  1918 F
 AH4433  PID         -  AH4433
 AH4433  STATE/COUNTY-  MN/DAKOTA
 AH4433  COUNTRY     -  US
 AH4433  USGS QUAD   -  SAINT PAUL EAST (2019)
 AH4433
 AH4433                         *CURRENT SURVEY CONTROL
 AH4433  ______________________________________________________________________
 AH4433* NAD 83(1986) POSITION- 44 52 32.46   (N) 093 04 30.91   (W)   HD_HELD1
 AH4433* NAVD 88 ORTHO HEIGHT -   294.671 (meters)      966.77  (feet) ADJUSTED
 AH4433  ______________________________________________________________________
 AH4433  GEOID HEIGHT    -        -27.558 (meters)                     GEOID18
 AH4433  DYNAMIC HEIGHT  -        294.664 (meters)      966.74  (feet) COMP
 AH4433  MODELED GRAVITY -    980,585.3   (mgal)                       NAVD 88
 AH4433
 AH4433  VERT ORDER      -  SECOND    CLASS I
 AH4433
 AH4433.The horizontal coordinates were determined by differentially corrected
 AH4433.hand held GPS observations or other comparable positioning techniques
 AH4433.and have an estimated accuracy of +/- 3 meters.
 AH4433
 AH4433.The orthometric height was determined by differential leveling and
 AH4433.adjusted by the NATIONAL GEODETIC SURVEY
 AH4433.in June 2000.
 AH4433
 AH4433.No vertical observational check was made to the station.
 AH4433
 AH4433.Significant digits in the geoid height do not necessarily reflect accuracy.
 AH4433.GEOID18 height accuracy estimate available here.
 AH4433
 AH4433.Click photographs - Photos may exist for this station.
 AH4433
 AH4433.The dynamic height is computed by dividing the NAVD 88
 AH4433.geopotential number by the normal gravity value computed on the
 AH4433.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH4433.degrees latitude (g = 980.6199 gals.).
 AH4433
 AH4433.The modeled gravity was interpolated from observed gravity values.
 AH4433
 AH4433;                    North         East    Units  Estimated Accuracy
 AH4433;SPC MN S     -   308,825.4     873,065.2     MT  (+/- 3 meters HH1 GPS) 
 AH4433
 AH4433_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK9405669143(NAD 83)
 AH4433
 AH4433                          SUPERSEDED SURVEY CONTROL
 AH4433
 AH4433.No superseded survey control is available for this station.
 AH4433
 AH4433_MARKER: DR = REFERENCE MARK DISK
 AH4433_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AH4433_SP_SET: BRIDGE RAILING
 AH4433_STAMPING: 1918 F 1989
 AH4433_MARK LOGO: MNDT
 AH4433_PROJECTION: FLUSH
 AH4433_MAGNETIC: N = NO MAGNETIC MATERIAL
 AH4433_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AH4433_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AH4433+SATELLITE: SATELLITE OBSERVATIONS - June 23, 2014
 AH4433
 AH4433  HISTORY     - Date     Condition        Report By
 AH4433  HISTORY     - 19890401 MONUMENTED       MNDT
 AH4433  HISTORY     - 20021213 GOOD             USPSQD
 AH4433  HISTORY     - 20040918 GOOD             USPSQD
 AH4433  HISTORY     - 20051129 GOOD             USPSQD
 AH4433  HISTORY     - 20070613 GOOD             MNDT
 AH4433  HISTORY     - 20140623 GOOD             MNDT
 AH4433
 AH4433                          STATION DESCRIPTION
 AH4433
 AH4433'DESCRIBED BY MN DEPT OF TRANSP 1989 (OCO)
 AH4433'THE MARK IS LOCATED IN THE CITY OF INVER GROVE HEIGHTS, AT THE
 AH4433'JUNCTION OF TRUNK HIGHWAY 110 AND INTERSTATE HIGHWAY 494, AND IN THE
 AH4433'NE 1/4 OF SECTION 32, T28N, R22W.  THE MARK IS 19.0 FEET SOUTH OF THE
 AH4433'CENTERLINE OF WESTBOUND HIGHWAY 110 AND 1.1 FEET NORTH OF THE
 AH4433'SOUTHEAST CORNER OF THE SOUTH BRIDGE RAILING.  THE MARK, A STANDARD
 AH4433'MNDT REFERENCE MARK DISK STAMPED---1918 F 1989---, IS SET IN THE TOP
 AH4433'OF THE CONCRETE RAILING AT THE SOUTHEAST CORNER OF BRIDGE NUMBER 19884
 AH4433'(WESTBOUND HIGHWAY 110 OVER CONNECTER TO WESTBOUND HIGHWAY 494).
 AH4433
 AH4433                          STATION RECOVERY (2002)
 AH4433
 AH4433'RECOVERY NOTE BY US POWER SQUADRON 2002 (JRD)
 AH4433'RECOVERED IN GOOD CONDITION.
 AH4433
 AH4433                          STATION RECOVERY (2004)
 AH4433
 AH4433'RECOVERY NOTE BY US POWER SQUADRON 2004 (JH)
 AH4433'RECOVERED IN GOOD CONDITION AS DESCRIBED. MSPS JH.
 AH4433
 AH4433                          STATION RECOVERY (2005)
 AH4433
 AH4433'RECOVERY NOTE BY US POWER SQUADRON 2005 (ATD)
 AH4433'RECOVERED IN GOOD CONDITION.
 AH4433
 AH4433                          STATION RECOVERY (2007)
 AH4433
 AH4433'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (VWC)
 AH4433'THE MARK IS LOCATED ABOUT 4.8 MI (7.7 KM) SOUTH OF SAINT PAUL, 4.7 MI
 AH4433'(7.6 KM) WEST-NORTHWEST OF SAINT PAUL PARK AND 2.5 MI (4.0 KM)
 AH4433'NORTHWEST OF INVER GROVE HEIGHTS.
 AH4433'
 AH4433'TO REACH TO THE MARK AT INVER GROVE HEIGHTS, IN THE TOP OF RAILING OF
 AH4433'WEST BOUND TRUNK HIGHWAY 110 BRIDGE 19884 OVER CONNECTOR TO WEST BOUND
 AH4433'INTERSTATE HIGHWAY 494, GO 19 FT (5.8 M) SOUTH OF WEST BOUND TRUNK
 AH4433'HIGHWAY 110, 1.1 FT (0.3 M) NORTH OF THE SOUTHEAST CORNER OF SOUTH
 AH4433'BRIDGE RAILING.
 AH4433
 AH4433                          STATION RECOVERY (2014)
 AH4433
 AH4433'RECOVERY NOTE BY MN DEPT OF TRANSP 2014 (DAS)
 AH4433'IN INVER GROVE HEIGHTS, IN THE TOP OF RAILING OF WESTBOUND TRUNK
 AH4433'HIGHWAY 110 BRIDGE 19884 OVER CONNECTOR TO WESTBOUND INTERSTATE
 AH4433'HIGHWAY 494, 19 FT (5.8 M) SOUTH OF WESTBOUND TRUNK HIGHWAY 110, 1.1
 AH4433'FT (0.3 M) NORTH OF THE SOUTHEAST CORNER OF SOUTH BRIDGE RAILING.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 AH4434 ***********************************************************************
 AH4434  DESIGNATION -  1918 G
 AH4434  PID         -  AH4434
 AH4434  STATE/COUNTY-  MN/DAKOTA
 AH4434  COUNTRY     -  US
 AH4434  USGS QUAD   -  INVER GROVE HEIGHTS (2019)
 AH4434
 AH4434                         *CURRENT SURVEY CONTROL
 AH4434  ______________________________________________________________________
 AH4434* NAD 83(1986) POSITION- 44 52 29.78   (N) 093 04 30.30   (W)   HD_HELD1
 AH4434* NAVD 88 ORTHO HEIGHT -   298.187 (meters)      978.30  (feet) ADJUSTED
 AH4434  ______________________________________________________________________
 AH4434  GEOID HEIGHT    -        -27.560 (meters)                     GEOID18
 AH4434  DYNAMIC HEIGHT  -        298.180 (meters)      978.28  (feet) COMP
 AH4434  MODELED GRAVITY -    980,585.2   (mgal)                       NAVD 88
 AH4434
 AH4434  VERT ORDER      -  SECOND    CLASS I
 AH4434
 AH4434.The horizontal coordinates were determined by differentially corrected
 AH4434.hand held GPS observations or other comparable positioning techniques
 AH4434.and have an estimated accuracy of +/- 3 meters.
 AH4434
 AH4434.The orthometric height was determined by differential leveling and
 AH4434.adjusted by the NATIONAL GEODETIC SURVEY
 AH4434.in June 2000.
 AH4434
 AH4434.Significant digits in the geoid height do not necessarily reflect accuracy.
 AH4434.GEOID18 height accuracy estimate available here.
 AH4434
 AH4434.Click photographs - Photos may exist for this station.
 AH4434
 AH4434.The dynamic height is computed by dividing the NAVD 88
 AH4434.geopotential number by the normal gravity value computed on the
 AH4434.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH4434.degrees latitude (g = 980.6199 gals.).
 AH4434
 AH4434.The modeled gravity was interpolated from observed gravity values.
 AH4434
 AH4434;                    North         East    Units  Estimated Accuracy
 AH4434;SPC MN S     -   308,742.8     873,079.5     MT  (+/- 3 meters HH1 GPS) 
 AH4434
 AH4434_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK9406969060(NAD 83)
 AH4434
 AH4434                          SUPERSEDED SURVEY CONTROL
 AH4434
 AH4434.No superseded survey control is available for this station.
 AH4434
 AH4434_MARKER: DV = VERTICAL CONTROL DISK
 AH4434_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AH4434_SP_SET: BRIDGE RAILING
 AH4434_STAMPING: 1918 G 1989
 AH4434_MARK LOGO: MNDT
 AH4434_PROJECTION: FLUSH
 AH4434_MAGNETIC: N = NO MAGNETIC MATERIAL
 AH4434_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AH4434_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AH4434+SATELLITE: SATELLITE OBSERVATIONS - June 23, 2014
 AH4434
 AH4434  HISTORY     - Date     Condition        Report By
 AH4434  HISTORY     - 19890401 MONUMENTED       MNDT
 AH4434  HISTORY     - 20021201 GOOD             USPSQD
 AH4434  HISTORY     - 20050111 GOOD             USPSQD
 AH4434  HISTORY     - 20070613 GOOD             MNDT
 AH4434  HISTORY     - 20140623 GOOD             MNDT
 AH4434
 AH4434                          STATION DESCRIPTION
 AH4434
 AH4434'DESCRIBED BY MN DEPT OF TRANSP 1989 (OCO)
 AH4434'THE MARK IS LOCATED IN THE CITY OF INVER GROVE HEIGHTS, AT THE
 AH4434'JUNCTION OF TRUNK HIGHWAY 110 AND INTERSTATE HIGHWAY 494, AND IN THE
 AH4434'NE 1/4 OF SECTION 32, T28N, R22W.  THE MARK IS 25.5 FEET
 AH4434'SOUTH-SOUTHWEST OF THE CENTERLINE OF EASTBOUND HIGHWAY 110 AND 0.7
 AH4434'FOOT WEST-NORTHWEST OF THE SOUTHEAST CORNER OF THE SOUTH BRIDGE
 AH4434'RAILING. THE MARK, A STANDARD MNDT REFERENCE MARK DISK STAMPED---1918
 AH4434'G 1989---, IS SET IN THE TOP OF THE CONCRETE RAILING AT THE SOUTHEAST
 AH4434'CORNER OF BRIDGE NUMBER 19853 (EASTBOUND HIGHWAY 110 OVER HIGHWAY
 AH4434'494).
 AH4434
 AH4434                          STATION RECOVERY (2002)
 AH4434
 AH4434'RECOVERY NOTE BY US POWER SQUADRON 2002 (JH)
 AH4434'RECOVERED IN GOOD CONDITION.
 AH4434
 AH4434                          STATION RECOVERY (2005)
 AH4434
 AH4434'RECOVERY NOTE BY US POWER SQUADRON 2005 (ATD)
 AH4434'RECOVERED IN GOOD CONDITION AS DESCRIBED. SPSPS. ATD
 AH4434
 AH4434                          STATION RECOVERY (2007)
 AH4434
 AH4434'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (PJG)
 AH4434'THE MARK IS LOCATED ABOUT 4.9 MI (7.9 KM) SOUTH OF SAINT PAUL, 4.7 MI
 AH4434'(7.6 KM) WEST-NORTHWEST OF SAINT PAUL PARK AND 2.4 MI (3.9 KM)
 AH4434'NORTHWEST OF INVER GROVE HEIGHTS.
 AH4434'
 AH4434'TO REACH TO THE MARK AT INVER GROVE HEIGHTS, AT THE JUNCTION OF TRUNK
 AH4434'HIGHWAY 110 AND INTERSTATE HIGHWAY 494, IN THE TOP OF RAILING AT
 AH4434'SOUTHEAST CORNER OF EASTBOUND TRUNK HIGHWAY 110 BRIDGE 19853 OVER
 AH4434'INTERSTATE HIGHWAY 494, GO 25.5 FT (7.8 M) SOUTH-SOUTHWEST OF
 AH4434'EASTBOUND TRUNK HIGHWAY 110, 0.7 FT (0.2 M) WEST-NORTHWEST OF SOUTH
 AH4434'BRIDGE RAILING.
 AH4434
 AH4434                          STATION RECOVERY (2014)
 AH4434
 AH4434'RECOVERY NOTE BY MN DEPT OF TRANSP 2014 (DAS)
 AH4434'IN INVER GROVE HEIGHTS, AT THE JUNCTION OF TRUNK HIGHWAY 110 AND
 AH4434'INTERSTATE HIGHWAY 494, IN THE TOP OF RAILING AT SOUTHEAST CORNER OF
 AH4434'EASTBOUND TRUNK HIGHWAY 110 BRIDGE 19853 OVER INTERSTATE HIGHWAY 494,
 AH4434'25.5 FT (7.8 M) SOUTH-SOUTHWEST OF EASTBOUND TRUNK HIGHWAY 110, 0.7 FT
 AH4434'(21 CM) WEST-NORTHWEST OF SOUTH BRIDGE RAILING.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DP7386 ***********************************************************************
 DP7386  DESIGNATION -  1918 H
 DP7386  PID         -  DP7386
 DP7386  STATE/COUNTY-  MN/DAKOTA
 DP7386  COUNTRY     -  US
 DP7386  USGS QUAD   -  SAINT PAUL WEST (2019)
 DP7386
 DP7386                         *CURRENT SURVEY CONTROL
 DP7386  ______________________________________________________________________
 DP7386* NAD 83(2011) POSITION- 44 53 00.26725(N) 093 08 51.68919(W)   ADJUSTED
 DP7386* NAD 83(2011) ELLIP HT-   253.624 (meters)        (05/18/15)   ADJUSTED
 DP7386* NAD 83(2011) EPOCH   -  2010.00
 DP7386* NAVD 88 ORTHO HEIGHT -   280.987 (meters)      921.87  (feet) ADJUSTED
 DP7386  ______________________________________________________________________
 DP7386  GEOID HEIGHT    -        -27.371 (meters)                     GEOID18
 DP7386  NAD 83(2011) X  -   -248,573.123 (meters)                     COMP
 DP7386  NAD 83(2011) Y  - -4,520,093.510 (meters)                     COMP
 DP7386  NAD 83(2011) Z  -  4,478,356.091 (meters)                     COMP
 DP7386  LAPLACE CORR    -         -5.37  (seconds)                    DEFLEC18
 DP7386  DYNAMIC HEIGHT  -        280.979 (meters)      921.85  (feet) COMP
 DP7386  MODELED GRAVITY -    980,580.6   (mgal)                       NAVD 88
 DP7386
 DP7386  VERT ORDER      -  SECOND    CLASS I
 DP7386
 DP7386  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DP7386  Standards:
 DP7386         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DP7386            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DP7386  -------------------------------------------------------------------
 DP7386  NETWORK    0.77   1.88           0.33   0.30   0.96      0.14853262
 DP7386  -------------------------------------------------------------------
 DP7386  Click here for local accuracies and other accuracy information.
 DP7386
 DP7386.The horizontal coordinates were established by GPS observations
 DP7386.and adjusted by the MN DEPT OF TRANSP in May 2015.
 DP7386
 DP7386.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DP7386.been affixed to the stable North American tectonic plate. See 
 DP7386.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DP7386
 DP7386.The horizontal coordinates are valid at the epoch date displayed above
 DP7386.which is a decimal equivalence of Year/Month/Day.
 DP7386
 DP7386.The orthometric height was determined by differential leveling and
 DP7386.adjusted by the NATIONAL GEODETIC SURVEY
 DP7386.in September 2016.
 DP7386
 DP7386.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP7386.GEOID18 height accuracy estimate available here.
 DP7386
 DP7386.Click photographs - Photos may exist for this station.
 DP7386
 DP7386.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DP7386
 DP7386.The Laplace correction was computed from DEFLEC18 derived deflections.
 DP7386
 DP7386.The ellipsoidal height was determined by GPS observations
 DP7386.and is referenced to NAD 83.
 DP7386
 DP7386.The dynamic height is computed by dividing the NAVD 88
 DP7386.geopotential number by the normal gravity value computed on the
 DP7386.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP7386.degrees latitude (g = 980.6199 gals.).
 DP7386
 DP7386.The modeled gravity was interpolated from observed gravity values.
 DP7386
 DP7386. The following values were computed from the NAD 83(2011) position.
 DP7386
 DP7386;                    North         East     Units Scale Factor Converg.
 DP7386;SPC MN S     -   309,621.444   867,333.008   MT  0.99994423   +0 35 50.7
 DP7386;SPC MN S     - 1,015,816.35  2,845,575.04   sFT  0.99994423   +0 35 50.7
 DP7386;UTM  15      - 4,970,009.200   488,336.072   MT  0.99960167   -0 06 15.2
 DP7386
 DP7386!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DP7386!SPC MN S     -   0.99996024  x   0.99994423  =   0.99990447
 DP7386!UTM  15      -   0.99996024  x   0.99960167  =   0.99956192
 DP7386
 DP7386_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK8833670009(NAD 83)
 DP7386
 DP7386                          SUPERSEDED SURVEY CONTROL
 DP7386
 DP7386.No superseded survey control is available for this station.
 DP7386
 DP7386_MARKER: F = FLANGE-ENCASED ROD
 DP7386_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DP7386_STAMPING: 1918 H 2014
 DP7386_MARK LOGO: MNDT
 DP7386_PROJECTION: RECESSED 5 CENTIMETERS
 DP7386_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DP7386_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DP7386_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP7386+SATELLITE: SATELLITE OBSERVATIONS - August 02, 2023
 DP7386_ROD/PIPE-DEPTH: 19.5 meters
 DP7386
 DP7386  HISTORY     - Date     Condition        Report By
 DP7386  HISTORY     - 20140715 MONUMENTED       MNDT
 DP7386  HISTORY     - 20230802 GOOD             MNDT
 DP7386
 DP7386                          STATION DESCRIPTION
 DP7386
 DP7386'DESCRIBED BY MN DEPT OF TRANSP 2014
 DP7386'IN MENDOTA HEIGHTS, 0.45 MILE WEST ALONG TRUNK HIGHWAY 110 FROM THE
 DP7386'JUNCTION OF TRUNK HIGHWAY 110 AND INTERSTATE HIGHWAY 35 EAST IN
 DP7386'MENDOTA HEIGHTS, AT TRUNK HIGHWAY 110 MILE POINT 0.90, 208 4 FEET WEST
 DP7386'OF LEXINGTON AVENUE FOG LINE, 56.2 FEET SOUTH OF EASTBOUND TRUNK
 DP7386'HIGHWAY 110 FOG LINE, 1.5 FEET NORTH OF WITNESS POST.
 DP7386
 DP7386                          STATION RECOVERY (2023)
 DP7386
 DP7386'RECOVERY NOTE BY MN DEPT OF TRANSP 2023 (MJS)
 DP7386'IN MENDOTA HEIGHTS, 0.45 MI (0.72 KM) WEST ALONG TRUNK HIGHWAY 110
 DP7386'FROM THE JUNCTION OF TRUNK HIGHWAY 110 AND INTERSTATE HIGHWAY 35E IN
 DP7386'MENDOTA HEIGHTS, AT TRUNK HIGHWAY 110 MILE POINT 0.90, 208.4 FT (63.5
 DP7386'M) WEST OF A LEXINGTON AVENUE FOG LINE, 56.2 FT (17.1 M) SOUTH OF AN
 DP7386'EASTBOUND TRUNK HIGHWAY 110 FOG LINE, 1.5 FT (0.5 M) NORTH OF A
 DP7386'WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DP7387 ***********************************************************************
 DP7387  DESIGNATION -  1918 J
 DP7387  PID         -  DP7387
 DP7387  STATE/COUNTY-  MN/DAKOTA
 DP7387  COUNTRY     -  US
 DP7387  USGS QUAD   -  SAINT PAUL WEST (2019)
 DP7387
 DP7387                         *CURRENT SURVEY CONTROL
 DP7387  ______________________________________________________________________
 DP7387* NAD 83(2011) POSITION- 44 53 00.57353(N) 093 07 31.72413(W)   ADJUSTED
 DP7387* NAD 83(2011) ELLIP HT-   232.420 (meters)        (05/18/15)   ADJUSTED
 DP7387* NAD 83(2011) EPOCH   -  2010.00
 DP7387* NAVD 88 ORTHO HEIGHT -   259.830 (meters)      852.46  (feet) ADJUSTED
 DP7387  ______________________________________________________________________
 DP7387  GEOID HEIGHT    -        -27.420 (meters)                     GEOID18
 DP7387  NAD 83(2011) X  -   -246,819.564 (meters)                     COMP
 DP7387  NAD 83(2011) Y  - -4,520,167.874 (meters)                     COMP
 DP7387  NAD 83(2011) Z  -  4,478,347.827 (meters)                     COMP
 DP7387  LAPLACE CORR    -         -5.77  (seconds)                    DEFLEC18
 DP7387  DYNAMIC HEIGHT  -        259.823 (meters)      852.44  (feet) COMP
 DP7387  MODELED GRAVITY -    980,582.3   (mgal)                       NAVD 88
 DP7387
 DP7387  VERT ORDER      -  SECOND    CLASS I
 DP7387
 DP7387  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DP7387  Standards:
 DP7387         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DP7387            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DP7387  -------------------------------------------------------------------
 DP7387  NETWORK    0.67   1.16           0.30   0.24   0.59      0.10083461
 DP7387  -------------------------------------------------------------------
 DP7387  Click here for local accuracies and other accuracy information.
 DP7387
 DP7387.The horizontal coordinates were established by GPS observations
 DP7387.and adjusted by the MN DEPT OF TRANSP in May 2015.
 DP7387
 DP7387.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DP7387.been affixed to the stable North American tectonic plate. See 
 DP7387.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DP7387
 DP7387.The horizontal coordinates are valid at the epoch date displayed above
 DP7387.which is a decimal equivalence of Year/Month/Day.
 DP7387
 DP7387.The orthometric height was determined by differential leveling and
 DP7387.adjusted by the NATIONAL GEODETIC SURVEY
 DP7387.in September 2016.
 DP7387
 DP7387.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP7387.GEOID18 height accuracy estimate available here.
 DP7387
 DP7387.Click photographs - Photos may exist for this station.
 DP7387
 DP7387.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DP7387
 DP7387.The Laplace correction was computed from DEFLEC18 derived deflections.
 DP7387
 DP7387.The ellipsoidal height was determined by GPS observations
 DP7387.and is referenced to NAD 83.
 DP7387
 DP7387.The dynamic height is computed by dividing the NAVD 88
 DP7387.geopotential number by the normal gravity value computed on the
 DP7387.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP7387.degrees latitude (g = 980.6199 gals.).
 DP7387
 DP7387.The modeled gravity was interpolated from observed gravity values.
 DP7387
 DP7387. The following values were computed from the NAD 83(2011) position.
 DP7387
 DP7387;                    North         East     Units Scale Factor Converg.
 DP7387;SPC MN S     -   309,649.433   869,087.646   MT  0.99994424   +0 36 46.7
 DP7387;SPC MN S     - 1,015,908.18  2,851,331.72   sFT  0.99994424   +0 36 46.7
 DP7387;UTM  15      - 4,970,015.700   490,090.319   MT  0.99960121   -0 05 18.8
 DP7387
 DP7387!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DP7387!SPC MN S     -   0.99996356  x   0.99994424  =   0.99990780
 DP7387!UTM  15      -   0.99996356  x   0.99960121  =   0.99956478
 DP7387
 DP7387_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK9009070015(NAD 83)
 DP7387
 DP7387                          SUPERSEDED SURVEY CONTROL
 DP7387
 DP7387.No superseded survey control is available for this station.
 DP7387
 DP7387_MARKER: F = FLANGE-ENCASED ROD
 DP7387_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DP7387_STAMPING: 1918 J 2014
 DP7387_MARK LOGO: MNDT
 DP7387_PROJECTION: RECESSED 8 CENTIMETERS
 DP7387_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DP7387_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DP7387_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP7387+SATELLITE: SATELLITE OBSERVATIONS - August 02, 2023
 DP7387_ROD/PIPE-DEPTH: 12.2 meters
 DP7387
 DP7387  HISTORY     - Date     Condition        Report By
 DP7387  HISTORY     - 20140716 MONUMENTED       MNDT
 DP7387  HISTORY     - 20201001 GOOD             MNDT
 DP7387  HISTORY     - 20230802 GOOD             MNDT
 DP7387
 DP7387                          STATION DESCRIPTION
 DP7387
 DP7387'DESCRIBED BY MN DEPT OF TRANSP 2014
 DP7387'IN MENDOTA HEIGHTS, AT THE JUNCTION OF TRUNK HIGHWAY 149  (DODD ROAD )
 DP7387'AND TRUNK HIGHWAY 110, AT TRUNK HIGHWAY 110 MILE POINT 2.0, 41.7 FEET
 DP7387'SOUTH OF EASTBOUND TRUNK HIGHWAY 110, 85.9 FEET WEST-NORTHWEST OF
 DP7387'TRUNK HIGHWAY 149, 11.5 FEET WEST OF RIGHT OF WAY POST BACK OF
 DP7387'CONCRETE CURB, 1.5 FEET NORTH OF WITNESS POST.
 DP7387
 DP7387                          STATION RECOVERY (2020)
 DP7387
 DP7387'RECOVERY NOTE BY MN DEPT OF TRANSP 2020 (KMS)
 DP7387'RECOVERED AS DESCRIBED.
 DP7387
 DP7387                          STATION RECOVERY (2023)
 DP7387
 DP7387'RECOVERY NOTE BY MN DEPT OF TRANSP 2023 (MJS)
 DP7387'IN MENDOTA HEIGHTS, AT THE JUNCTION OF TRUNK HIGHWAY 149 (DODD ROAD)
 DP7387'AND TRUNK HIGHWAY 62, AT TRUNK HIGHWAY 62 MILE POINT 2.0, 41.7 FT
 DP7387'(12.7 M) SOUTH OF EASTBOUND TRUNK HIGHWAY 62, 85.9 FT (26.2 M)
 DP7387'WEST-NORTHWEST OF TRUNK HIGHWAY 149, 11.5 FT (3.5 M) WEST OF A
 DP7387'RIGHT-OF-WAY POST, BACK OF A CONCRETE CURB, 1.5 FT (0.5 M) NORTH OF A
 DP7387'WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DP9196 ***********************************************************************
 DP9196  DESIGNATION -  1918 K
 DP9196  PID         -  DP9196
 DP9196  STATE/COUNTY-  MN/DAKOTA
 DP9196  COUNTRY     -  US
 DP9196  USGS QUAD   -  SAINT PAUL EAST (2019)
 DP9196
 DP9196                         *CURRENT SURVEY CONTROL
 DP9196  ______________________________________________________________________
 DP9196* NAD 83(1986) POSITION- 44 52 59.59   (N) 093 06 20.02   (W)   HD_HELD1
 DP9196* NAVD 88 ORTHO HEIGHT -   284.023 (meters)      931.83  (feet) ADJUSTED
 DP9196  ______________________________________________________________________
 DP9196  GEOID HEIGHT    -        -27.465 (meters)                     GEOID18
 DP9196  DYNAMIC HEIGHT  -        284.016 (meters)      931.81  (feet) COMP
 DP9196  MODELED GRAVITY -    980,584.0   (mgal)                       NAVD 88
 DP9196
 DP9196  VERT ORDER      -  SECOND    CLASS I
 DP9196
 DP9196.The horizontal coordinates were determined by differentially corrected
 DP9196.hand held GPS observations or other comparable positioning techniques
 DP9196.and have an estimated accuracy of +/- 3 meters.
 DP9196
 DP9196.The orthometric height was determined by differential leveling and
 DP9196.adjusted by the NATIONAL GEODETIC SURVEY
 DP9196.in September 2016.
 DP9196
 DP9196.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP9196.GEOID18 height accuracy estimate available here.
 DP9196
 DP9196.Click photographs - Photos may exist for this station.
 DP9196
 DP9196.The dynamic height is computed by dividing the NAVD 88
 DP9196.geopotential number by the normal gravity value computed on the
 DP9196.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP9196.degrees latitude (g = 980.6199 gals.).
 DP9196
 DP9196.The modeled gravity was interpolated from observed gravity values.
 DP9196
 DP9196;                    North         East    Units  Estimated Accuracy
 DP9196;SPC MN S     -   309,636.1     870,661.4     MT  (+/- 3 meters HH1 GPS) 
 DP9196
 DP9196_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK9166369983(NAD 83)
 DP9196
 DP9196                          SUPERSEDED SURVEY CONTROL
 DP9196
 DP9196.No superseded survey control is available for this station.
 DP9196
 DP9196_MARKER: F = FLANGE-ENCASED ROD
 DP9196_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DP9196_STAMPING: 1918 K 2014
 DP9196_MARK LOGO: MNDT
 DP9196_PROJECTION: FLUSH
 DP9196_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DP9196_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DP9196_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP9196+SATELLITE: SATELLITE OBSERVATIONS - August 02, 2023
 DP9196_ROD/PIPE-DEPTH: 14.6 meters
 DP9196
 DP9196  HISTORY     - Date     Condition        Report By
 DP9196  HISTORY     - 20140716 MONUMENTED       MNDT
 DP9196  HISTORY     - 20230802 GOOD             MNDT
 DP9196
 DP9196                          STATION DESCRIPTION
 DP9196
 DP9196'DESCRIBED BY MN DEPT OF TRANSP 2014
 DP9196'THE STATION IS LOCATED ABOUT 6.3 MI (10.1 KM) WEST-NORTHWEST OF SAINT
 DP9196'PAUL PARK, 4.3 MI (6.9 KM) SOUTH OF SAINT PAUL AND 3.9 MI (6.3 KM)
 DP9196'NORTHWEST OF INVER GROVE HEIGHTS.
 DP9196'
 DP9196'TO REACH THE MARK AT THE JUNCTION OF TRUNK HIGHWAY 110 AND COUNTY ROAD
 DP9196'63/DELAWARE ROAD IN SUNFISH LAKE, AT TRUNK HIGHWAY 110 MILE POINT 3.0.
 DP9196'THE MARK IS LOCATED 44.7 FT (13.6 M) SOUTH OF EASTBOUND TRUNK HIGHWAY
 DP9196'110/FOG LINE, 69.4 FT (21.2 M) EAST OF COUNTY ROAD 63/DELAWARE ROAD,
 DP9196'1.5 FT (0.5 M) NORTH OF A WITNESS POST.
 DP9196'
 DP9196'NOTE - THE STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM
 DP9196'ROD DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION REMOVABLE
 DP9196'DISK SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH
 DP9196'PVC PIPE BACK FILLED WITH WASHED SAND.
 DP9196
 DP9196                          STATION RECOVERY (2023)
 DP9196
 DP9196'RECOVERY NOTE BY MN DEPT OF TRANSP 2023 (MJS)
 DP9196'IN SUNFISH LAKE, AT THE JUNCTION OF TRUNK HIGHWAY 110 AND COUNTY ROAD
 DP9196'63/DELAWARE ROAD IN SUNFISH LAKE, AT TRUNK HIGHWAY 110 MILE POINT 3.0,
 DP9196'44.7 FT (13.6 M) SOUTH OF AN EASTBOUND TRUNK HIGHWAY 110/FOG LINE,
 DP9196'69.4 FT (21.2 M) EAST OF COUNTY ROAD 63/DELAWARE ROAD, 1.5 FT (0.5 M)
 DP9196'NORTH OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 PP0882 ***********************************************************************
 PP0882  DESIGNATION -  1919 A
 PP0882  PID         -  PP0882
 PP0882  STATE/COUNTY-  MN/DAKOTA
 PP0882  COUNTRY     -  US
 PP0882  USGS QUAD   -  ORCHARD LAKE (2019)
 PP0882
 PP0882                         *CURRENT SURVEY CONTROL
 PP0882  ______________________________________________________________________
 PP0882* NAD 83(1986) POSITION- 44 40 22.43   (N) 093 17 36.20   (W)   HD_HELD1
 PP0882* NAVD 88 ORTHO HEIGHT -   301.644 (meters)      989.64  (feet) ADJUSTED
 PP0882  ______________________________________________________________________
 PP0882  GEOID HEIGHT    -        -27.457 (meters)                     GEOID18
 PP0882  DYNAMIC HEIGHT  -        301.622 (meters)      989.57  (feet) COMP
 PP0882  MODELED GRAVITY -    980,536.1   (mgal)                       NAVD 88
 PP0882
 PP0882  VERT ORDER      -  SECOND    CLASS 0
 PP0882
 PP0882.The horizontal coordinates were determined by differentially corrected
 PP0882.hand held GPS observations or other comparable positioning techniques
 PP0882.and have an estimated accuracy of +/- 3 meters.
 PP0882
 PP0882.The orthometric height was determined by differential leveling and
 PP0882.adjusted by the NATIONAL GEODETIC SURVEY
 PP0882.in June 1991.
 PP0882
 PP0882.Significant digits in the geoid height do not necessarily reflect accuracy.
 PP0882.GEOID18 height accuracy estimate available here.
 PP0882
 PP0882.Click photographs - Photos may exist for this station.
 PP0882
 PP0882.The dynamic height is computed by dividing the NAVD 88
 PP0882.geopotential number by the normal gravity value computed on the
 PP0882.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP0882.degrees latitude (g = 980.6199 gals.).
 PP0882
 PP0882.The modeled gravity was interpolated from observed gravity values.
 PP0882
 PP0882;                    North         East    Units  Estimated Accuracy
 PP0882;SPC MN S     -   286,120.6     856,025.3     MT  (+/- 3 meters HH1 GPS) 
 PP0882
 PP0882_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK7674546656(NAD 83)
 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
 PP0882.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PP0882.See file dsdata.pdf to determine how the superseded data were derived.
 PP0882
 PP0882_MARKER: DB = BENCH MARK DISK
 PP0882_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 PP0882_SP_SET: BRIDGE ABUTMENT
 PP0882_STAMPING: 1919 A 1947
 PP0882_MARK LOGO: MNHD
 PP0882_MAGNETIC: N = NO MAGNETIC MATERIAL
 PP0882_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PP0882_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 PP0882+SATELLITE: SATELLITE OBSERVATIONS - November 03, 2022
 PP0882
 PP0882  HISTORY     - Date     Condition        Report By
 PP0882  HISTORY     - 1947     MONUMENTED       MNHD
 PP0882  HISTORY     - 1971     GOOD             MNDT
 PP0882  HISTORY     - 20061028 GOOD             USPSQD
 PP0882  HISTORY     - 20070620 GOOD             MNDT
 PP0882  HISTORY     - 20140722 GOOD             MNDT
 PP0882  HISTORY     - 20221103 GOOD             MNDT
 PP0882
 PP0882                          STATION DESCRIPTION
 PP0882
 PP0882'DESCRIBED BY MN DEPT OF TRANSP 1971
 PP0882'IN LAKEVILLE.
 PP0882'MARK IS LOCATED 2.1 MILES SOUTH ALONG FAI 35 FROM THE JUNCTION OF T.H.
 PP0882'50 AND FAI 35W IN LAKEVILLE, 0.4 MILES NORTH OF 195TH STREET, IN THE
 PP0882'SOUTHEAST CORNER OF BRIDGE NO. 6556, FAI 35 EAST FRONTAGE ROAD (OLD
 PP0882'T.H. 65) OVER THE NORTHWEST CORNER (CHANNEL) OF MARION LAKE.  NW 1/4
 PP0882'SECTION 24, T 114N, R 21W.
 PP0882
 PP0882                          STATION RECOVERY (2006)
 PP0882
 PP0882'RECOVERY NOTE BY US POWER SQUADRON 2006 (BC)
 PP0882'RECOVERED IN GOOD CONDITION.
 PP0882
 PP0882                          STATION RECOVERY (2007)
 PP0882
 PP0882'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (VWC)
 PP0882'THE MARK IS LOCATED ABOUT 7.7 MI (12.4 KM) WEST-NORTHWEST OF
 PP0882'FARMINGTON, 7.5 MI (12.1 KM) NORTH-NORTHEAST OF NEW MARKET AND 7.0 MI
 PP0882'(11.3 KM) EAST-SOUTHEAST OF PRIOR LAKE.
 PP0882'
 PP0882'TO REACH TO THE MARK AT LAKEVILLE, GO 2.1 MI (3.4 KM) SOUTH OF THE
 PP0882'JUNCTION OF INTERSTATE HIGHWAY 35 AND TRUNK HIGHWAY 50, IN SOUTHEAST
 PP0882'CORNER OF INTERSTATE HIGHWAY 35 EAST FRONTAGE ROAD BRIDGE 6556 OVER
 PP0882'CHANNEL OF MARION LAKE.
 PP0882
 PP0882                          STATION RECOVERY (2014)
 PP0882
 PP0882'RECOVERY NOTE BY MN DEPT OF TRANSP 2014 (DAS)
 PP0882'RECOVERED AS DESCRIBED.
 PP0882
 PP0882                          STATION RECOVERY (2022)
 PP0882
 PP0882'RECOVERY NOTE BY MN DEPT OF TRANSP 2022 (MJS)
 PP0882'IN LAKEVILLE, 2.1 MI (3.4 KM) SOUTH OF THE JUNCTION OF INTERSTATE
 PP0882'HIGHWAY 35 AND COUNTY ROAD 50, IN THE SOUTHEAST ABUTMENT OF BRIDGE
 PP0882'NUMBER 6556 ALONG KENRICK AVENUE OVER A CHANNEL OF MARION LAKE.
 PP0882'
 PP0882'THE SURVEY MARK HAS BEEN DEEMED UNSAFE DUE TO FALL RISK AND HAS BEEN
 PP0882'ABANDONED FOR MNDOT GEODETIC USE.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DP8555 ***********************************************************************
 DP8555  DESIGNATION -  1920 AA RESET
 DP8555  PID         -  DP8555
 DP8555  STATE/COUNTY-  MN/DAKOTA
 DP8555  COUNTRY     -  US
 DP8555  USGS QUAD   -  CASTLE ROCK (2019)
 DP8555
 DP8555                         *CURRENT SURVEY CONTROL
 DP8555  ______________________________________________________________________
 DP8555* NAD 83(2011) POSITION- 44 35 00.57630(N) 093 08 13.24925(W)   ADJUSTED
 DP8555* NAD 83(2011) ELLIP HT-   282.579 (meters)        (09/11/15)   ADJUSTED
 DP8555* NAD 83(2011) EPOCH   -  2010.00
 DP8555* NAVD 88 ORTHO HEIGHT -   310.886 (meters)     1019.97  (feet) ADJUSTED
 DP8555  ______________________________________________________________________
 DP8555  GEOID HEIGHT    -        -28.308 (meters)                     GEOID18
 DP8555  NAD 83(2011) X  -   -249,015.573 (meters)                     COMP
 DP8555  NAD 83(2011) Y  - -4,543,582.973 (meters)                     COMP
 DP8555  NAD 83(2011) Z  -  4,454,699.360 (meters)                     COMP
 DP8555  LAPLACE CORR    -         -9.87  (seconds)                    DEFLEC18
 DP8555  DYNAMIC HEIGHT  -        310.852 (meters)     1019.85  (feet) COMP
 DP8555  MODELED GRAVITY -    980,498.4   (mgal)                       NAVD 88
 DP8555
 DP8555  VERT ORDER      -  SECOND    CLASS I
 DP8555
 DP8555  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DP8555  Standards:
 DP8555         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DP8555            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DP8555  -------------------------------------------------------------------
 DP8555  NETWORK    0.53   1.47           0.23   0.20   0.75      0.05957218
 DP8555  -------------------------------------------------------------------
 DP8555  Click here for local accuracies and other accuracy information.
 DP8555
 DP8555.The horizontal coordinates were established by GPS observations
 DP8555.and adjusted by the MN DEPT OF TRANSP in September 2015.
 DP8555
 DP8555.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DP8555.been affixed to the stable North American tectonic plate. See 
 DP8555.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DP8555
 DP8555.The horizontal coordinates are valid at the epoch date displayed above
 DP8555.which is a decimal equivalence of Year/Month/Day.
 DP8555
 DP8555.The orthometric height was determined by differential leveling and
 DP8555.adjusted by the NATIONAL GEODETIC SURVEY
 DP8555.in September 2016.
 DP8555
 DP8555.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP8555.GEOID18 height accuracy estimate available here.
 DP8555
 DP8555.Click photographs - Photos may exist for this station.
 DP8555
 DP8555.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DP8555
 DP8555.The Laplace correction was computed from DEFLEC18 derived deflections.
 DP8555
 DP8555.The ellipsoidal height was determined by GPS observations
 DP8555.and is referenced to NAD 83.
 DP8555
 DP8555.The dynamic height is computed by dividing the NAVD 88
 DP8555.geopotential number by the normal gravity value computed on the
 DP8555.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP8555.degrees latitude (g = 980.6199 gals.).
 DP8555
 DP8555.The modeled gravity was interpolated from observed gravity values.
 DP8555
 DP8555. The following values were computed from the NAD 83(2011) position.
 DP8555
 DP8555;                    North         East     Units Scale Factor Converg.
 DP8555;SPC MN S     -   276,306.008   868,528.357   MT  0.99992306   +0 36 17.6
 DP8555;SPC MN S     -   906,513.96  2,849,496.78   sFT  0.99992306   +0 36 17.6
 DP8555;UTM  15      - 4,936,692.621   489,123.277   MT  0.99960145   -0 05 46.2
 DP8555
 DP8555!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DP8555!SPC MN S     -   0.99995570  x   0.99992306  =   0.99987876
 DP8555!UTM  15      -   0.99995570  x   0.99960145  =   0.99955716
 DP8555
 DP8555_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK8912336692(NAD 83)
 DP8555
 DP8555                          SUPERSEDED SURVEY CONTROL
 DP8555
 DP8555.No superseded survey control is available for this station.
 DP8555
 DP8555_MARKER: I = METAL ROD
 DP8555_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DP8555_STAMPING: 1920 AA RESET 2014
 DP8555_MARK LOGO: MNDT
 DP8555_PROJECTION: RECESSED 5 CENTIMETERS
 DP8555_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DP8555_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DP8555_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP8555+SATELLITE: SATELLITE OBSERVATIONS - October 28, 2022
 DP8555_ROD/PIPE-DEPTH: 4.0 meters
 DP8555
 DP8555  HISTORY     - Date     Condition        Report By
 DP8555  HISTORY     - 20141103 MONUMENTED       MNDT
 DP8555  HISTORY     - 20221028 GOOD             MNDT
 DP8555
 DP8555                          STATION DESCRIPTION
 DP8555
 DP8555'DESCRIBED BY MN DEPT OF TRANSP 2014
 DP8555'3.25 MILES SOUTH OF FARMINGTON, 3.25 MILES SOUTH ALONG TRUNK HIGHWAY 3
 DP8555'FROM JUNCTION OF TRUNK HIGHWAY 3 AND TRUNK HIGHWAY 50 IN FARMINGTON,
 DP8555'AT TRUNK HIGHWAY 3 MILEPOINT 22.10, 75.0 FEET SOUTH OF DRIVEWAY TO
 DP8555'HOUSE NUMBER 25251, 75.0 FEET SOUTHWEST OF POWER POLE, 55.0 FEET WEST
 DP8555'OF TRUNK HIGHWAY 3, 8.0 FEET EAST OF FENCE, 7.6 FEET EAST OF WITNESS
 DP8555'POST.
 DP8555
 DP8555                          STATION RECOVERY (2022)
 DP8555
 DP8555'RECOVERY NOTE BY MN DEPT OF TRANSP 2022 (MJS)
 DP8555'3.25 MI (5.23 KM) SOUTH OF FARMINGTON, 3.25 MI (5.23 KM) SOUTH ALONG
 DP8555'TRUNK HIGHWAY 3 FROM THE JUNCTION OF TRUNK HIGHWAY 3 AND TRUNK HIGHWAY
 DP8555'50 IN FARMINGTON, AT TRUNK HIGHWAY 3 MILE POINT 22.10, 75.0 FT (22.9
 DP8555'M) SOUTH OF A DRIVEWAY TO HOUSE NUMBER 25251, 75.0 FT (22.9 M)
 DP8555'SOUTHWEST OF A POWER POLE, 55.0 FT (16.8 M) WEST OF TRUNK HIGHWAY 3,
 DP8555'8.0 FT (2.4 M) EAST OF A FENCE, 7.6 FT (2.3 M) EAST OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DQ1127 ***********************************************************************
 DQ1127  DESIGNATION -  1920 AB RESET
 DQ1127  PID         -  DQ1127
 DQ1127  STATE/COUNTY-  MN/DAKOTA
 DQ1127  COUNTRY     -  US
 DQ1127  USGS QUAD   -  CASTLE ROCK (2019)
 DQ1127
 DQ1127                         *CURRENT SURVEY CONTROL
 DQ1127  ______________________________________________________________________
 DQ1127* NAD 83(1986) POSITION- 44 35 34.04   (N) 093 08 11.50   (W)   HD_HELD1
 DQ1127* NAVD 88 ORTHO HEIGHT -   307.734 (meters)     1009.62  (feet) ADJUSTED
 DQ1127  ______________________________________________________________________
 DQ1127  GEOID HEIGHT    -        -28.291 (meters)                     GEOID18
 DQ1127  DYNAMIC HEIGHT  -        307.700 (meters)     1009.51  (feet) COMP
 DQ1127  MODELED GRAVITY -    980,499.4   (mgal)                       NAVD 88
 DQ1127
 DQ1127  VERT ORDER      -  SECOND    CLASS I
 DQ1127
 DQ1127.The horizontal coordinates were determined by differentially corrected
 DQ1127.hand held GPS observations or other comparable positioning techniques
 DQ1127.and have an estimated accuracy of +/- 3 meters.
 DQ1127
 DQ1127.The orthometric height was determined by differential leveling and
 DQ1127.adjusted by the NATIONAL GEODETIC SURVEY
 DQ1127.in September 2016.
 DQ1127
 DQ1127.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ1127.GEOID18 height accuracy estimate available here.
 DQ1127
 DQ1127.Click photographs - Photos may exist for this station.
 DQ1127
 DQ1127.The dynamic height is computed by dividing the NAVD 88
 DQ1127.geopotential number by the normal gravity value computed on the
 DQ1127.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ1127.degrees latitude (g = 980.6199 gals.).
 DQ1127
 DQ1127.The modeled gravity was interpolated from observed gravity values.
 DQ1127
 DQ1127;                    North         East    Units  Estimated Accuracy
 DQ1127;SPC MN S     -   277,339.2     868,556.0     MT  (+/- 3 meters HH1 GPS) 
 DQ1127
 DQ1127_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK8916337725(NAD 83)
 DQ1127
 DQ1127                          SUPERSEDED SURVEY CONTROL
 DQ1127
 DQ1127.No superseded survey control is available for this station.
 DQ1127
 DQ1127_MARKER: I = METAL ROD
 DQ1127_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DQ1127_STAMPING: 1920 AB RESET 2014
 DQ1127_MARK LOGO: MNDT
 DQ1127_PROJECTION: RECESSED 5 CENTIMETERS
 DQ1127_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DQ1127_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ1127_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DQ1127+SATELLITE: SATELLITE OBSERVATIONS - October 28, 2022
 DQ1127_ROD/PIPE-DEPTH: 5.5 meters
 DQ1127
 DQ1127  HISTORY     - Date     Condition        Report By
 DQ1127  HISTORY     - 20141103 MONUMENTED       MNDT
 DQ1127  HISTORY     - 20221028 GOOD             MNDT
 DQ1127
 DQ1127                          STATION DESCRIPTION
 DQ1127
 DQ1127'DESCRIBED BY MN DEPT OF TRANSP 2014
 DQ1127'THE STATION IS LOCATED ABOUT 7.4 MI (11.9 KM) NORTHWEST OF RANDOLPH,
 DQ1127'3.5 MI (5.6 KM) NORTH-NORTHEAST OF CASTLE ROCK AND 3.3 MI (5.3 KM)
 DQ1127'SOUTH OF FARMINGTON.
 DQ1127'
 DQ1127'TO REACH THE MARK GO 2.6 MI (4.2 KM) SOUTH ALONG TRUNK HIGHWAY 3 FROM
 DQ1127'THE JUNCTION OF TRUNK HIGHWAY 3 AND TRUNK HIGHWAY 50 IN FARMINGTON, AT
 DQ1127'TRUNK HIGHWAY 3 MILE POINT 22.75.
 DQ1127'
 DQ1127'THE MARK IS LOCATED 62.0 FT (18.9 M) EAST OF TRUNK HIGHWAY 3, 32.0 FT
 DQ1127'(9.8 M) SOUTH OF DRIVEWAY TO HOUSE NUMBER 24615 EXTENDED, 5.0 FT (1.5
 DQ1127'M) SOUTHEAST OF POWER POLE WITH GUY WIRE, 1.0 FT (0.3 M) WEST OF A
 DQ1127'WITNESS POST.
 DQ1127'
 DQ1127'NOTE - THE STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM
 DQ1127'ROD DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION REMOVABLE
 DQ1127'DISK SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH
 DQ1127'PVC PIPE BACK FILLED WITH WASHED SAND.
 DQ1127
 DQ1127                          STATION RECOVERY (2022)
 DQ1127
 DQ1127'RECOVERY NOTE BY MN DEPT OF TRANSP 2022 (MJS)
 DQ1127'2.6 MI (4.2 KM) SOUTH OF FARMINGTON, 2.6 MI (4.2 KM) SOUTH ALONG TRUNK
 DQ1127'HIGHWAY 3 FROM THE JUNCTION OF TRUNK HIGHWAY 3 AND TRUNK HIGHWAY 50 IN
 DQ1127'FARMINGTON, AT TRUNK HIGHWAY 3 MILE POINT 22.75, 62.0 FT (18.9 M) EAST
 DQ1127'OF TRUNK HIGHWAY 3, 32.0 FT (9.8 M) SOUTH OF A DRIVEWAY TO HOUSE
 DQ1127'NUMBER 24615 EXTENDED, 5.0 FT (1.5 M) SOUTHEAST OF A POWER POLE WITH A
 DQ1127'GUY WIRE, 1.0 FT (0.3 M) WEST OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DM4284 ***********************************************************************
 DM4284  DESIGNATION -  1920 AC
 DM4284  PID         -  DM4284
 DM4284  STATE/COUNTY-  MN/DAKOTA
 DM4284  COUNTRY     -  US
 DM4284  USGS QUAD   -  CASTLE ROCK (2019)
 DM4284
 DM4284                         *CURRENT SURVEY CONTROL
 DM4284  ______________________________________________________________________
 DM4284* NAD 83(1986) POSITION- 44 36 32.04   (N) 093 08 13.40   (W)   HD_HELD1
 DM4284* NAVD 88 ORTHO HEIGHT -   290.774 (meters)      953.98  (feet) ADJUSTED
 DM4284  ______________________________________________________________________
 DM4284  GEOID HEIGHT    -        -28.257 (meters)                     GEOID18
 DM4284  DYNAMIC HEIGHT  -        290.743 (meters)      953.88  (feet) COMP
 DM4284  MODELED GRAVITY -    980,501.4   (mgal)                       NAVD 88
 DM4284
 DM4284  VERT ORDER      -  SECOND    CLASS I
 DM4284
 DM4284.The horizontal coordinates were determined by differentially corrected
 DM4284.hand held GPS observations or other comparable positioning techniques
 DM4284.and have an estimated accuracy of +/- 3 meters.
 DM4284
 DM4284.The orthometric height was determined by differential leveling and
 DM4284.adjusted by the NATIONAL GEODETIC SURVEY
 DM4284.in February 2011.
 DM4284
 DM4284.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM4284.GEOID18 height accuracy estimate available here.
 DM4284
 DM4284.Click photographs - Photos may exist for this station.
 DM4284
 DM4284.The dynamic height is computed by dividing the NAVD 88
 DM4284.geopotential number by the normal gravity value computed on the
 DM4284.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM4284.degrees latitude (g = 980.6199 gals.).
 DM4284
 DM4284.The modeled gravity was interpolated from observed gravity values.
 DM4284
 DM4284;                    North         East    Units  Estimated Accuracy
 DM4284;SPC MN S     -   279,128.9     868,495.2     MT  (+/- 3 meters HH1 GPS) 
 DM4284
 DM4284_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK8912439514(NAD 83)
 DM4284
 DM4284                          SUPERSEDED SURVEY CONTROL
 DM4284
 DM4284.No superseded survey control is available for this station.
 DM4284
 DM4284_MARKER: DV = VERTICAL CONTROL DISK
 DM4284_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DM4284_STAMPING: 1920 AC 1992
 DM4284_MARK LOGO: MNDT
 DM4284_PROJECTION: RECESSED 15 CENTIMETERS
 DM4284_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DM4284_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DM4284_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DM4284+SATELLITE: SATELLITE OBSERVATIONS - October 28, 2022
 DM4284_ROD/PIPE-DEPTH: 4.0 meters
 DM4284
 DM4284  HISTORY     - Date     Condition        Report By
 DM4284  HISTORY     - 1992     MONUMENTED       MNDT
 DM4284  HISTORY     - 20141103 GOOD             MNDT
 DM4284  HISTORY     - 20221028 GOOD             MNDT
 DM4284
 DM4284                          STATION DESCRIPTION
 DM4284
 DM4284'DESCRIBED BY MN DEPT OF TRANSP 1992 (DEP)
 DM4284'THE MARK IS 1.5 MI (2.4 KM) SOUTH OF FARMINGTON ALONG TRUNK HIGHWAY 3
 DM4284'FROM THE JUNCTION TRUNK HIGHWAY 50 EAST.
 DM4284'
 DM4284'IT IS 66 FT (20.1 M) WEST OF TRUNK HIGHWAY 3 AT NORTH PROPERTY LINE AT
 DM4284'HOUSE NO 23545, 106 FT (32.3 M) SOUTH OF 4 FT (1.2 M) DIAMETER ROCK,
 DM4284'7.5 FT (2.3 M) EAST OF A 36 INCH (91 CM) MAPLE TREE, 22.5 FT (6.9 M)
 DM4284'NORTH OF A TELEPHONE PEDESTAL, 1 FT (0.3 M) NORTH OF A WITNESS POST.
 DM4284
 DM4284                          STATION RECOVERY (2014)
 DM4284
 DM4284'RECOVERY NOTE BY MN DEPT OF TRANSP 2014 (KMS)
 DM4284'RECOVERED AS DESCRIBED.
 DM4284
 DM4284                          STATION RECOVERY (2022)
 DM4284
 DM4284'RECOVERY NOTE BY MN DEPT OF TRANSP 2022 (MJS)
 DM4284'1.5 MI (2.4 KM) SOUTH OF FARMINGTON, 1.5 MI (2.4 KM) SOUTH ALONG TRUNK
 DM4284'HIGHWAY 3 FROM THE JUNCTION OF TRUNK HIGHWAY 3 AND TRUNK HIGHWAY 50
 DM4284'EAST, AT TRUNK HIGHWAY 3 MILE POINT 23.9, 66.0 FT (20.1 M) WEST OF
 DM4284'TRUNK HIGHWAY 3, 22.5 FT (6.9 M) NORTH OF A TELEPHONE PEDESTAL, 16.5
 DM4284'FT (5.0 M) SOUTH OF A FIELD ENTRANCE, 1.0 FT (0.3 M) NORTH OF A
 DM4284'WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DP8556 ***********************************************************************
 DP8556  DESIGNATION -  1920 AD RESET
 DP8556  PID         -  DP8556
 DP8556  STATE/COUNTY-  MN/DAKOTA
 DP8556  COUNTRY     -  US
 DP8556  USGS QUAD   -  CASTLE ROCK (2019)
 DP8556
 DP8556                         *CURRENT SURVEY CONTROL
 DP8556  ______________________________________________________________________
 DP8556* NAD 83(2011) POSITION- 44 36 57.97829(N) 093 08 11.52697(W)   ADJUSTED
 DP8556* NAD 83(2011) ELLIP HT-   249.355 (meters)        (09/11/15)   ADJUSTED
 DP8556* NAD 83(2011) EPOCH   -  2010.00
 DP8556* NAVD 88 ORTHO HEIGHT -   277.603 (meters)      910.77  (feet) ADJUSTED
 DP8556  ______________________________________________________________________
 DP8556  GEOID HEIGHT    -        -28.244 (meters)                     GEOID18
 DP8556  NAD 83(2011) X  -   -248,837.108 (meters)                     COMP
 DP8556  NAD 83(2011) Y  - -4,541,020.588 (meters)                     COMP
 DP8556  NAD 83(2011) Z  -  4,457,256.486 (meters)                     COMP
 DP8556  LAPLACE CORR    -         -9.87  (seconds)                    DEFLEC18
 DP8556  DYNAMIC HEIGHT  -        277.573 (meters)      910.67  (feet) COMP
 DP8556  MODELED GRAVITY -    980,502.2   (mgal)                       NAVD 88
 DP8556
 DP8556  VERT ORDER      -  SECOND    CLASS I
 DP8556
 DP8556  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DP8556  Standards:
 DP8556         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DP8556            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DP8556  -------------------------------------------------------------------
 DP8556  NETWORK    0.57   1.55           0.26   0.20   0.79      0.04833703
 DP8556  -------------------------------------------------------------------
 DP8556  Click here for local accuracies and other accuracy information.
 DP8556
 DP8556.The horizontal coordinates were established by GPS observations
 DP8556.and adjusted by the MN DEPT OF TRANSP in September 2015.
 DP8556
 DP8556.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DP8556.been affixed to the stable North American tectonic plate. See 
 DP8556.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DP8556
 DP8556.The horizontal coordinates are valid at the epoch date displayed above
 DP8556.which is a decimal equivalence of Year/Month/Day.
 DP8556
 DP8556.The orthometric height was determined by differential leveling and
 DP8556.adjusted by the NATIONAL GEODETIC SURVEY
 DP8556.in September 2016.
 DP8556
 DP8556.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP8556.GEOID18 height accuracy estimate available here.
 DP8556
 DP8556.Click photographs - Photos may exist for this station.
 DP8556
 DP8556.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DP8556
 DP8556.The Laplace correction was computed from DEFLEC18 derived deflections.
 DP8556
 DP8556.The ellipsoidal height was determined by GPS observations
 DP8556.and is referenced to NAD 83.
 DP8556
 DP8556.The dynamic height is computed by dividing the NAVD 88
 DP8556.geopotential number by the normal gravity value computed on the
 DP8556.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP8556.degrees latitude (g = 980.6199 gals.).
 DP8556
 DP8556.The modeled gravity was interpolated from observed gravity values.
 DP8556
 DP8556. The following values were computed from the NAD 83(2011) position.
 DP8556
 DP8556;                    North         East     Units Scale Factor Converg.
 DP8556;SPC MN S     -   279,929.867   868,528.068   MT  0.99992403   +0 36 18.8
 DP8556;SPC MN S     -   918,403.24  2,849,495.84   sFT  0.99992403   +0 36 18.8
 DP8556;UTM  15      - 4,940,315.045   489,167.316   MT  0.99960144   -0 05 45.2
 DP8556
 DP8556!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DP8556!SPC MN S     -   0.99996090  x   0.99992403  =   0.99988494
 DP8556!UTM  15      -   0.99996090  x   0.99960144  =   0.99956236
 DP8556
 DP8556_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK8916740315(NAD 83)
 DP8556
 DP8556                          SUPERSEDED SURVEY CONTROL
 DP8556
 DP8556.No superseded survey control is available for this station.
 DP8556
 DP8556_MARKER: I = METAL ROD
 DP8556_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DP8556_STAMPING: 1920 AD RESET 2014
 DP8556_MARK LOGO: MNDT
 DP8556_PROJECTION: RECESSED 8 CENTIMETERS
 DP8556_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DP8556_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DP8556_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP8556+SATELLITE: SATELLITE OBSERVATIONS - October 28, 2022
 DP8556_ROD/PIPE-DEPTH: 7.0 meters
 DP8556
 DP8556  HISTORY     - Date     Condition        Report By
 DP8556  HISTORY     - 20141103 MONUMENTED       MNDT
 DP8556  HISTORY     - 20221028 GOOD             MNDT
 DP8556
 DP8556                          STATION DESCRIPTION
 DP8556
 DP8556'DESCRIBED BY MN DEPT OF TRANSP 2014
 DP8556'1.0 MILE SOUTH OF FARMINGTON, 1.0 MILE SOUTH ALONG TRUNK HIGHWAY 3
 DP8556'FROM JUNCTION OF TRUNK HIGHWAY 3 AND TRUNK HIGHWAY 50 IN FARMINGTON,
 DP8556'AT TRUNK HIGHWAY 3 MILEPOINT 24.35, 72.0 FEET EAST OF TRUNK HIGHWAY 3,
 DP8556'8.0 FEET NORTH OF FIELD ENTRANCE, 2.2 FEET WEST-SOUTHWEST OF FIBER
 DP8556'OPTIC CABLE POST, 1.6 FEET WEST OF WITNESS POST.
 DP8556'
 DP8556'THE STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM ROD
 DP8556'DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION REMOVABLE DISK
 DP8556'SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH PVC
 DP8556'PIPE BACK FILLED WITH WASHED SAND.
 DP8556
 DP8556                          STATION RECOVERY (2022)
 DP8556
 DP8556'RECOVERY NOTE BY MN DEPT OF TRANSP 2022 (MJS)
 DP8556'1.0 MI (1.6 KM) SOUTH OF FARMINGTON, 1.0 MI (1.6 KM) SOUTH ALONG TRUNK
 DP8556'HIGHWAY 3 FROM THE JUNCTION OF TRUNK HIGHWAY 3 AND TRUNK HIGHWAY 50 IN
 DP8556'FARMINGTON, AT TRUNK HIGHWAY 3 MILE POINT 24.35, 72.0 FT (21.9 M) EAST
 DP8556'OF TRUNK HIGHWAY 3, 8.0 FT (2.4 M) NORTH OF A FIELD ENTRANCE, 2.2 FT
 DP8556'(0.7 M) WEST-SOUTHWEST OF A FIBER OPTIC CABLE POST, 1.6 FT (0.5 M)
 DP8556'WEST OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DM4280 ***********************************************************************
 DM4280  DESIGNATION -  1920 AE
 DM4280  PID         -  DM4280
 DM4280  STATE/COUNTY-  MN/DAKOTA
 DM4280  COUNTRY     -  US
 DM4280  USGS QUAD   -  CASTLE ROCK (2019)
 DM4280
 DM4280                         *CURRENT SURVEY CONTROL
 DM4280  ______________________________________________________________________
 DM4280* NAD 83(1986) POSITION- 44 37 24.18   (N) 093 08 13.19   (W)   HD_HELD1
 DM4280* NAVD 88 ORTHO HEIGHT -   280.321 (meters)      919.69  (feet) ADJUSTED
 DM4280  ______________________________________________________________________
 DM4280  GEOID HEIGHT    -        -28.226 (meters)                     GEOID18
 DM4280  DYNAMIC HEIGHT  -        280.291 (meters)      919.59  (feet) COMP
 DM4280  MODELED GRAVITY -    980,503.2   (mgal)                       NAVD 88
 DM4280
 DM4280  VERT ORDER      -  SECOND    CLASS I
 DM4280
 DM4280.The horizontal coordinates were determined by differentially corrected
 DM4280.hand held GPS observations or other comparable positioning techniques
 DM4280.and have an estimated accuracy of +/- 3 meters.
 DM4280
 DM4280.The orthometric height was determined by differential leveling and
 DM4280.adjusted by the NATIONAL GEODETIC SURVEY
 DM4280.in February 2011.
 DM4280
 DM4280.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM4280.GEOID18 height accuracy estimate available here.
 DM4280
 DM4280.Click photographs - Photos may exist for this station.
 DM4280
 DM4280.The dynamic height is computed by dividing the NAVD 88
 DM4280.geopotential number by the normal gravity value computed on the
 DM4280.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM4280.degrees latitude (g = 980.6199 gals.).
 DM4280
 DM4280.The modeled gravity was interpolated from observed gravity values.
 DM4280
 DM4280;                    North         East    Units  Estimated Accuracy
 DM4280;SPC MN S     -   280,738.2     868,482.9     MT  (+/- 3 meters HH1 GPS) 
 DM4280
 DM4280_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK8913241123(NAD 83)
 DM4280
 DM4280                          SUPERSEDED SURVEY CONTROL
 DM4280
 DM4280.No superseded survey control is available for this station.
 DM4280
 DM4280_MARKER: DV = VERTICAL CONTROL DISK
 DM4280_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DM4280_STAMPING: 1920 AE 1992
 DM4280_MARK LOGO: MNDT
 DM4280_PROJECTION: RECESSED 3 CENTIMETERS
 DM4280_MAGNETIC: N = NO MAGNETIC MATERIAL
 DM4280_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DM4280_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DM4280+SATELLITE: SATELLITE OBSERVATIONS - October 28, 2022
 DM4280_ROD/PIPE-DEPTH: 10.1 meters
 DM4280
 DM4280  HISTORY     - Date     Condition        Report By
 DM4280  HISTORY     - 1992     MONUMENTED       MNDT
 DM4280  HISTORY     - 20141103 GOOD             MNDT
 DM4280  HISTORY     - 20221028 GOOD             MNDT
 DM4280
 DM4280                          STATION DESCRIPTION
 DM4280
 DM4280'DESCRIBED BY MN DEPT OF TRANSP 1992 (DEP)
 DM4280'THE MARK IS 0.5 MI (0.8 KM) SOUTH OF THE JUNCTION TRUNK HIGHWAY 50
 DM4280'EAST AND TRUNK HIGHWAY 3 IN FARMINGTON.
 DM4280'
 DM4280'IT IS 54 FT (16.5 M) WEST OF TRUNK HIGHWAY 3 AT 225TH ST, IN FRONT OF
 DM4280'HOUSE NO 22547, 79 FT (24.1 M) SOUTH OF DRIVEWAY, 55 FT (16.8 M) NORTH
 DM4280'OF TELEPHONE PEDESTAL, 20 FT (6.1 M) NORTH OF 36 INCH (91 CM) MAPLE
 DM4280'TREE, 1 FT (0.3 M) NORTH OF A WITNESS POST.
 DM4280
 DM4280                          STATION RECOVERY (2014)
 DM4280
 DM4280'RECOVERY NOTE BY MN DEPT OF TRANSP 2014 (KMS)
 DM4280'RECOVERED AS DESCRIBED.
 DM4280
 DM4280                          STATION RECOVERY (2022)
 DM4280
 DM4280'RECOVERY NOTE BY MN DEPT OF TRANSP 2022 (MJS)
 DM4280'0.5 MI (0.8 KM) SOUTH OF FARMINGTON, 0.5 MI (0.8 KM) SOUTH ALONG TRUNK
 DM4280'HIGHWAY 3 FROM THE JUNCTION OF TRUNK HIGHWAY 3 AND TRUNK HIGHWAY 50 IN
 DM4280'FARMINGTON, AT TRUNK HIGHWAY 3 MILE POINT 24.85, 54.0 FT (16.5 M) WEST
 DM4280'OF TRUNK HIGHWAY 3 AT 225TH STREET, 79.0 FT (24.1 M) SOUTH OF DRIVEWAY
 DM4280'NUMBER 22547, 55.0 FT (16.8 M) NORTH OF A TELEPHONE PEDESTAL, 0.6 FT
 DM4280'(18 CM) EAST OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 AA5382 ***********************************************************************
 AA5382  DESIGNATION -  1920 AF
 AA5382  PID         -  AA5382
 AA5382  STATE/COUNTY-  MN/DAKOTA
 AA5382  COUNTRY     -  US
 AA5382  USGS QUAD   -  FARMINGTON (2019)
 AA5382
 AA5382                         *CURRENT SURVEY CONTROL
 AA5382  ______________________________________________________________________
 AA5382* NAD 83(1986) POSITION- 44 37 55.85   (N) 093 08 11.78   (W)   HD_HELD1
 AA5382* NAVD 88 ORTHO HEIGHT -   275.402 (meters)      903.55  (feet) ADJUSTED
 AA5382  ______________________________________________________________________
 AA5382  GEOID HEIGHT    -        -28.205 (meters)                     GEOID18
 AA5382  DYNAMIC HEIGHT  -        275.373 (meters)      903.45  (feet) COMP
 AA5382  MODELED GRAVITY -    980,504.3   (mgal)                       NAVD 88
 AA5382
 AA5382  VERT ORDER      -  SECOND    CLASS I
 AA5382
 AA5382.The horizontal coordinates were determined by differentially corrected
 AA5382.hand held GPS observations or other comparable positioning techniques
 AA5382.and have an estimated accuracy of +/- 3 meters.
 AA5382
 AA5382.The orthometric height was determined by differential leveling and
 AA5382.adjusted by the NATIONAL GEODETIC SURVEY
 AA5382.in September 2016.
 AA5382
 AA5382.Significant digits in the geoid height do not necessarily reflect accuracy.
 AA5382.GEOID18 height accuracy estimate available here.
 AA5382
 AA5382.Click photographs - Photos may exist for this station.
 AA5382
 AA5382.The dynamic height is computed by dividing the NAVD 88
 AA5382.geopotential number by the normal gravity value computed on the
 AA5382.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA5382.degrees latitude (g = 980.6199 gals.).
 AA5382
 AA5382.The modeled gravity was interpolated from observed gravity values.
 AA5382
 AA5382;                    North         East    Units  Estimated Accuracy
 AA5382;SPC MN S     -   281,716.0     868,503.6     MT  (+/- 3 meters HH1 GPS) 
 AA5382
 AA5382_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK8916442100(NAD 83)
 AA5382
 AA5382                          SUPERSEDED SURVEY CONTROL
 AA5382
 AA5382  NAVD 88 (02/28/11)  275.400  (m)          903.54   (f) SUPERSEDED  2 1
 AA5382
 AA5382.Superseded values are not recommended for survey control.
 AA5382
 AA5382.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA5382.See file dsdata.pdf to determine how the superseded data were derived.
 AA5382
 AA5382_MARKER: DV = VERTICAL CONTROL DISK
 AA5382_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AA5382_SP_SET: FOUNDATION OF CENTER SIGN
 AA5382_STAMPING: 1920 AF 1992
 AA5382_MARK LOGO: MNHD
 AA5382_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AA5382_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AA5382_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AA5382+SATELLITE: SATELLITE OBSERVATIONS - October 31, 2022
 AA5382
 AA5382  HISTORY     - Date     Condition        Report By
 AA5382  HISTORY     - 1992     MONUMENTED       MNDT
 AA5382  HISTORY     - 1992     GOOD             MNDT
 AA5382  HISTORY     - 19950322 GOOD             NGS
 AA5382  HISTORY     - 20070625 GOOD             MNDT
 AA5382  HISTORY     - 20141103 GOOD             MNDT
 AA5382  HISTORY     - 20221031 GOOD             MNDT
 AA5382
 AA5382                          STATION DESCRIPTION
 AA5382
 AA5382'DESCRIBED BY MN DEPT OF TRANSP 1992 (DEP)
 AA5382'THE MARK IS IN FARMINGTON, 0.6 MILE (1.0 KM) SOUTH OF JCT TH 50 EAST
 AA5382'AND TH 3.
 AA5382'
 AA5382'IT IS 70 FT (21.3 M) EAST OF NB TH 3, 24 FT (7.3 M) EAST OF 8TH ST, IN
 AA5382'WEST FOOTING OF TOWNSEDGE SHOPPING CENTER SIGN, 43 FT (13.1 M) NORTH
 AA5382'OF ENTRANCE.
 AA5382
 AA5382                          STATION RECOVERY (1995)
 AA5382
 AA5382'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (DBH)
 AA5382'THE MARK WAS RECOVERED IN GOOD CONDITION.  THE MARK IS LOCATED 0.5 MI
 AA5382'(0.8 KM) SOUTH OF THE TOWN OF FARMINGTON IN THE SW 1/4 OF SECTION 32,
 AA5382'T114N, R19W.  TO REACH THE MARK FROM THE JCT OF TH 3 AND TH 50, GO
 AA5382'NORTH FOR 0.1 MI (0.2 KM) ALONG TH 3 TO THE MARK ON THE RIGHT.  THE
 AA5382'MARK, A VERTICAL CONTROL DISK SET IN THE WEST FOOTING OF THE TOWNSEDGE
 AA5382'SHOPPING CENTER SIGN, IS 70 FT (21.3 M) EAST OF NB TH 3, 24 FT (7.3 M)
 AA5382'EAST OF THE FRONTAGE RD, AND 43 FT (13.1 M) NORTH OF THE SHOPPING
 AA5382'CENTER ENTRANCE.  RECOVERED AND DESCRIBED BY DIXON B.HOYLE, TYPED BY
 AA5382'J.E.M.
 AA5382
 AA5382                          STATION RECOVERY (2007)
 AA5382
 AA5382'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (VWC)
 AA5382'THE MARK IS LOCATED ABOUT 7.7 MI (12.4 KM) SOUTHWEST OF COATES, 6.1 MI
 AA5382'(9.8 KM) NORTH OF CASTLE ROCK AND 0.7 MI (1.1 KM) SOUTH-SOUTHEAST OF
 AA5382'FARMINGTON.
 AA5382'
 AA5382'TO REACH TO THE MARK GO 0.5 MI (0.8 KM) SOUTH OF FARMINGTON, 0.1 MI
 AA5382'(0.2 KM) NORTH ALONG TRUNK HIGHWAY 3 FROM THE JUNCTION OF TRUNK
 AA5382'HIGHWAY 3 AND TRUNK HIGHWAY 50 WEST, IN WEST FOOTING OF FARMINGTON
 AA5382'MALL SHOPPING CENTER SIGN, 70 FT (21.3 M) EAST OF NORTHBOUND TRUNK
 AA5382'HIGHWAY 3, 24 FT (7.3 M) EAST OF FRONTAGE ROAD, 43 FT (13.1 M) NORTH
 AA5382'OF SHOPPING CENTER ENTRANCE.
 AA5382
 AA5382                          STATION RECOVERY (2014)
 AA5382
 AA5382'RECOVERY NOTE BY MN DEPT OF TRANSP 2014 (KMS)
 AA5382'RECOVERED AS DESCRIBED.
 AA5382
 AA5382                          STATION RECOVERY (2022)
 AA5382
 AA5382'RECOVERY NOTE BY MN DEPT OF TRANSP 2022 (MJS)
 AA5382'IN FARMINGTON, 0.1 MI (0.2 KM) NORTH ALONG TRUNK HIGHWAY 3 FROM THE
 AA5382'SOUTH JUNCTION OF TRUNK HIGHWAY 3 AND COUNTY HIGHWAY 50 (220TH STREET
 AA5382'EAST), 70.0 FT (21.3 M) EAST OF NORTHBOUND TRUNK HIGHWAY 3, 24.0 FT
 AA5382'(7.3 M) EAST OF A FRONTAGE ROAD, 43.0 FT (13.1 M) NORTH OF A SHOPPING
 AA5382'CENTER ENTRANCE.  IN THE SOUTHWEST CORNER OF THE FOOTING OF THE
 AA5382'FARMINGTON MALL SHOPPING CENTER SIGN.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DO6836 ***********************************************************************
 DO6836  DESIGNATION -  1920 AG
 DO6836  PID         -  DO6836
 DO6836  STATE/COUNTY-  MN/DAKOTA
 DO6836  COUNTRY     -  US
 DO6836  USGS QUAD   -  NORTHFIELD (2019)
 DO6836
 DO6836                         *CURRENT SURVEY CONTROL
 DO6836  ______________________________________________________________________
 DO6836* NAD 83(2011) POSITION- 44 28 20.29284(N) 093 09 15.15814(W)   ADJUSTED
 DO6836* NAD 83(2011) ELLIP HT-   258.516 (meters)        (06/26/14)   ADJUSTED
 DO6836* NAD 83(2011) EPOCH   -  2010.00
 DO6836* NAVD 88 ORTHO HEIGHT -   286.914 (meters)      941.32  (feet) ADJUSTED
 DO6836  ______________________________________________________________________
 DO6836  GEOID HEIGHT    -        -28.409 (meters)                     GEOID18
 DO6836  NAD 83(2011) X  -   -250,855.114 (meters)                     COMP
 DO6836  NAD 83(2011) Y  - -4,552,142.655 (meters)                     COMP
 DO6836  NAD 83(2011) Z  -  4,445,873.622 (meters)                     COMP
 DO6836  LAPLACE CORR    -         -8.57  (seconds)                    DEFLEC18
 DO6836  DYNAMIC HEIGHT  -        286.880 (meters)      941.21  (feet) COMP
 DO6836  MODELED GRAVITY -    980,490.6   (mgal)                       NAVD 88
 DO6836
 DO6836  VERT ORDER      -  SECOND    CLASS I
 DO6836
 DO6836  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DO6836  Standards:
 DO6836         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DO6836            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DO6836  -------------------------------------------------------------------
 DO6836  NETWORK    0.41   0.49           0.19   0.14   0.25      0.04120228
 DO6836  -------------------------------------------------------------------
 DO6836  Click here for local accuracies and other accuracy information.
 DO6836
 DO6836.The horizontal coordinates were established by GPS observations
 DO6836.and adjusted by the MN DEPT OF TRANSP in June 2014.
 DO6836
 DO6836.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DO6836.been affixed to the stable North American tectonic plate. See 
 DO6836.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DO6836
 DO6836.The horizontal coordinates are valid at the epoch date displayed above
 DO6836.which is a decimal equivalence of Year/Month/Day.
 DO6836
 DO6836.The orthometric height was determined by differential leveling and
 DO6836.adjusted by the NATIONAL GEODETIC SURVEY
 DO6836.in November 2013.
 DO6836
 DO6836.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO6836.GEOID18 height accuracy estimate available here.
 DO6836
 DO6836.Click photographs - Photos may exist for this station.
 DO6836
 DO6836.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DO6836
 DO6836.The Laplace correction was computed from DEFLEC18 derived deflections.
 DO6836
 DO6836.The ellipsoidal height was determined by GPS observations
 DO6836.and is referenced to NAD 83.
 DO6836
 DO6836.The dynamic height is computed by dividing the NAVD 88
 DO6836.geopotential number by the normal gravity value computed on the
 DO6836.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO6836.degrees latitude (g = 980.6199 gals.).
 DO6836
 DO6836.The modeled gravity was interpolated from observed gravity values.
 DO6836
 DO6836. The following values were computed from the NAD 83(2011) position.
 DO6836
 DO6836;                    North         East     Units Scale Factor Converg.
 DO6836;SPC MN S     -   263,937.657   867,290.658   MT  0.99992217   +0 35 34.2
 DO6836;SPC MN S     -   865,935.46  2,845,436.10   sFT  0.99992217   +0 35 34.2
 DO6836;UTM  15      - 4,924,344.298   487,734.802   MT  0.99960185   -0 06 28.9
 DO6836
 DO6836!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DO6836!SPC MN S     -   0.99995947  x   0.99992217  =   0.99988164
 DO6836!UTM  15      -   0.99995947  x   0.99960185  =   0.99956133
 DO6836
 DO6836:                Primary Azimuth Mark                     Grid Az
 DO6836:SPC MN S     -  1920 AH                                  030 51 46.7
 DO6836:UTM  15      -  1920 AH                                  031 33 49.8
 DO6836
 DO6836_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK8773424344(NAD 83)
 DO6836
 DO6836|---------------------------------------------------------------------|
 DO6836| PID    Reference Object                     Distance      Geod. Az  |
 DO6836|                                                           dddmmss.s |
 DO6836| DO6835 1920 AH                             APPROX. 1.3 KM 0312720.9 |
 DO6836|---------------------------------------------------------------------|
 DO6836
 DO6836                          SUPERSEDED SURVEY CONTROL
 DO6836
 DO6836.No superseded survey control is available for this station.
 DO6836
 DO6836_MARKER: F = FLANGE-ENCASED ROD
 DO6836_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DO6836_STAMPING: 1920 AG 2011
 DO6836_MARK LOGO: MNDT
 DO6836_PROJECTION: RECESSED 5 CENTIMETERS
 DO6836_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DO6836_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DO6836_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DO6836+SATELLITE: SATELLITE OBSERVATIONS - October 25, 2022
 DO6836_ROD/PIPE-DEPTH: 4.6 meters
 DO6836
 DO6836  HISTORY     - Date     Condition        Report By
 DO6836  HISTORY     - 20111017 MONUMENTED       MNDT
 DO6836  HISTORY     - 20141030 GOOD             MNDT
 DO6836  HISTORY     - 20200413 GOOD             MNDT
 DO6836  HISTORY     - 20221025 GOOD             MNDT
 DO6836
 DO6836                          STATION DESCRIPTION
 DO6836
 DO6836'DESCRIBED BY MN DEPT OF TRANSP 2011
 DO6836'THE STATION IS LOCATED ABOUT 7.3 MI (11.7 KM) NORTHWEST OF DENNISON.
 DO6836'
 DO6836'TO REACH THE MARK GO 4.9 MI (7.9 KM) SOUTH OF CASTLE ROCK AND 1.0 MI
 DO6836'(1.6 KM) NORTH-NORTHEAST OF NORTHFIELD.  IN THE NORTH EDGE OF
 DO6836'NORTHFIELD, 0.85 MI (1.4 KM) SOUTHWEST OF WATERFORD, 0.85 MI (1.4 KM)
 DO6836'SOUTHWEST ALONG TRUNK HIGHWAY 3 FROM THE JUNCTION OF TRUNK HIGHWAY 3
 DO6836'AND COUNTY ROAD 47 IN WATERFORD, AT TRUNK HIGHWAY 3 MILE POINT 14.1.
 DO6836'
 DO6836'THE MARK IS 79.70 FT (24.3 M) SOUTHEAST OF TRUNK HIGHWAY 3, 171.80 FT
 DO6836'(52.4 M) NORTHEAST OF ENTRANCE TO JOHN DEERE DEALER, 12.7 FT (3.9 M)
 DO6836'SOUTH OF CABLE BOX, 1.5 FT (0.5 M) SOUTHWEST OF A WITNESS POST.
 DO6836'
 DO6836'NOTE - THE STATION MARK CONSISTS OF A 3/4 INCH (19 MM) DIAMETER
 DO6836'ALUMINUM ROD DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL MARK
 DO6836'REMOVABLE DISK SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY
 DO6836'A SIX-INCH PVC PIPE BACKFILLED WITH WASHED SAND.
 DO6836
 DO6836                          STATION RECOVERY (2014)
 DO6836
 DO6836'RECOVERY NOTE BY MN DEPT OF TRANSP 2014 (KMS)
 DO6836'IN NORTH EDGE OF NORTHFIELD, 0.85 MI (1.4 KM) SOUTHWEST OF WATERFORD,
 DO6836'0.85 MI (1.4 KM) SOUTHWEST ALONG TRUNK HIGHWAY 3  FROM THE JUNCTION OF
 DO6836'TRUNK HIGHWAY 3 AND COUNTY ROAD 47 IN WATERFORD, AT TRUNK HIGHWAY 3
 DO6836'MILE POINT 14.1, 79.70 FT (24.3 M) SOUTHEAST OF TRUNK HIGHWAY 3,
 DO6836'171.80 FT (52.4 M) NORTHEAST OF ENTRANCE TO JOHN DEERE DEALER, 12.7 FT
 DO6836'(3.9 M) SOUTH OF CABLE BOX, 1.5 FT (0.5 M) SOUTHWEST OF A WITNESS
 DO6836'POST.
 DO6836
 DO6836                          STATION RECOVERY (2020)
 DO6836
 DO6836'RECOVERY NOTE BY MN DEPT OF TRANSP 2020 (SEL)
 DO6836'RECOVERED IN GOOD CONDITION.
 DO6836
 DO6836                          STATION RECOVERY (2022)
 DO6836
 DO6836'RECOVERY NOTE BY MN DEPT OF TRANSP 2022 (MJS)
 DO6836'IN THE NORTH EDGE OF NORTHFIELD, 0.85 MI (1.37 KM) SOUTHWEST OF
 DO6836'WATERFORD, 0.85 MI (1.37 KM) SOUTHWEST ALONG TRUNK HIGHWAY 3 FROM THE
 DO6836'JUNCTION OF TRUNK HIGHWAY 3 AND COUNTY ROAD 47 IN WATERFORD, AT TRUNK
 DO6836'HIGHWAY 3 MILE POINT 14.1, 79.70 FT (24.3 M) SOUTHEAST OF TRUNK
 DO6836'HIGHWAY 3, 171.80 FT (52.4 M) NORTHEAST OF AN ENTRANCE TO A JOHN DEERE
 DO6836'DEALER, 12.7 FT (3.9 M) SOUTH OF A CABLE BOX, 1.5 FT (0.5 M) SOUTHWEST
 DO6836'OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DO6835 ***********************************************************************
 DO6835  DESIGNATION -  1920 AH
 DO6835  PID         -  DO6835
 DO6835  STATE/COUNTY-  MN/DAKOTA
 DO6835  COUNTRY     -  US
 DO6835  USGS QUAD   -  NORTHFIELD (2019)
 DO6835
 DO6835                         *CURRENT SURVEY CONTROL
 DO6835  ______________________________________________________________________
 DO6835* NAD 83(2011) POSITION- 44 28 56.38956(N) 093 08 44.31296(W)   ADJUSTED
 DO6835* NAD 83(2011) ELLIP HT-   252.047 (meters)        (06/26/14)   ADJUSTED
 DO6835* NAD 83(2011) EPOCH   -  2010.00
 DO6835* NAVD 88 ORTHO HEIGHT -   280.469 (meters)      920.17  (feet) ADJUSTED
 DO6835  ______________________________________________________________________
 DO6835  GEOID HEIGHT    -        -28.433 (meters)                     GEOID18
 DO6835  NAD 83(2011) X  -   -250,131.285 (meters)                     COMP
 DO6835  NAD 83(2011) Y  - -4,551,396.014 (meters)                     COMP
 DO6835  NAD 83(2011) Z  -  4,446,664.135 (meters)                     COMP
 DO6835  LAPLACE CORR    -         -8.94  (seconds)                    DEFLEC18
 DO6835  DYNAMIC HEIGHT  -        280.435 (meters)      920.06  (feet) COMP
 DO6835  MODELED GRAVITY -    980,490.2   (mgal)                       NAVD 88
 DO6835
 DO6835  VERT ORDER      -  SECOND    CLASS I
 DO6835
 DO6835  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DO6835  Standards:
 DO6835         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DO6835            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DO6835  -------------------------------------------------------------------
 DO6835  NETWORK    0.37   0.45           0.17   0.12   0.23     -0.03372957
 DO6835  -------------------------------------------------------------------
 DO6835  Click here for local accuracies and other accuracy information.
 DO6835
 DO6835.The horizontal coordinates were established by GPS observations
 DO6835.and adjusted by the MN DEPT OF TRANSP in June 2014.
 DO6835
 DO6835.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DO6835.been affixed to the stable North American tectonic plate. See 
 DO6835.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DO6835
 DO6835.The horizontal coordinates are valid at the epoch date displayed above
 DO6835.which is a decimal equivalence of Year/Month/Day.
 DO6835
 DO6835.The orthometric height was determined by differential leveling and
 DO6835.adjusted by the NATIONAL GEODETIC SURVEY
 DO6835.in November 2013.
 DO6835
 DO6835.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO6835.GEOID18 height accuracy estimate available here.
 DO6835
 DO6835.Click photographs - Photos may exist for this station.
 DO6835
 DO6835.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DO6835
 DO6835.The Laplace correction was computed from DEFLEC18 derived deflections.
 DO6835
 DO6835.The ellipsoidal height was determined by GPS observations
 DO6835.and is referenced to NAD 83.
 DO6835
 DO6835.The dynamic height is computed by dividing the NAVD 88
 DO6835.geopotential number by the normal gravity value computed on the
 DO6835.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO6835.degrees latitude (g = 980.6199 gals.).
 DO6835
 DO6835.The modeled gravity was interpolated from observed gravity values.
 DO6835
 DO6835. The following values were computed from the NAD 83(2011) position.
 DO6835
 DO6835;                    North         East     Units Scale Factor Converg.
 DO6835;SPC MN S     -   265,058.799   867,960.664   MT  0.99992210   +0 35 55.8
 DO6835;SPC MN S     -   869,613.74  2,847,634.28   sFT  0.99992210   +0 35 55.8
 DO6835;UTM  15      - 4,925,456.804   488,418.253   MT  0.99960165   -0 06 07.4
 DO6835
 DO6835!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DO6835!SPC MN S     -   0.99996048  x   0.99992210  =   0.99988258
 DO6835!UTM  15      -   0.99996048  x   0.99960165  =   0.99956215
 DO6835
 DO6835:                Primary Azimuth Mark                     Grid Az
 DO6835:SPC MN S     -  1920 AG                                  210 51 46.7
 DO6835:UTM  15      -  1920 AG                                  211 33 49.9
 DO6835
 DO6835_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK8841825456(NAD 83)
 DO6835
 DO6835|---------------------------------------------------------------------|
 DO6835| PID    Reference Object                     Distance      Geod. Az  |
 DO6835|                                                           dddmmss.s |
 DO6835| DO6836 1920 AG                             APPROX. 1.3 KM 2112742.5 |
 DO6835|---------------------------------------------------------------------|
 DO6835
 DO6835                          SUPERSEDED SURVEY CONTROL
 DO6835
 DO6835.No superseded survey control is available for this station.
 DO6835
 DO6835_MARKER: F = FLANGE-ENCASED ROD
 DO6835_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DO6835_STAMPING: 1920 AH 2011
 DO6835_MARK LOGO: MNDT
 DO6835_PROJECTION: RECESSED 5 CENTIMETERS
 DO6835_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DO6835_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DO6835_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DO6835+SATELLITE: SATELLITE OBSERVATIONS - October 25, 2022
 DO6835_ROD/PIPE-DEPTH: 3.0 meters
 DO6835
 DO6835  HISTORY     - Date     Condition        Report By
 DO6835  HISTORY     - 20111017 MONUMENTED       MNDT
 DO6835  HISTORY     - 20141030 GOOD             MNDT
 DO6835  HISTORY     - 20221025 GOOD             MNDT
 DO6835
 DO6835                          STATION DESCRIPTION
 DO6835
 DO6835'DESCRIBED BY MN DEPT OF TRANSP 2011
 DO6835'THE STATION IS LOCATED ABOUT 6.9 MI (11.1 KM) WEST-SOUTHWEST OF
 DO6835'RANDOLPH.
 DO6835'
 DO6835'TO REACH THE MARK GO 4.3 MI (6.9 KM) SOUTH OF CASTLE ROCK AND 1.8 MI
 DO6835'(2.9 KM) NORTH-NORTHEAST OF NORTHFIELD.  IN WATERFORD, AT THE JUNCTION
 DO6835'OF TRUNK HIGHWAY 3 AND COUNTY ROAD 47 IN WATERFORD, AT TRUNK HIGHWAY 3
 DO6835'MILE POINT 14.95.
 DO6835'
 DO6835'THE MARK IS 65.3 FT (19.9 M) EAST OF TRUNK HIGHWAY 3, 50.40 FT (15.4
 DO6835'M) NORTH OF COUNTY ROAD 47, 1.5 FT (0.5 M) SOUTH OF A WITNESS POST.
 DO6835'
 DO6835'NOTE - THE STATION MARK CONSISTS OF A 3/4 INCH (19 MM) DIAMETER
 DO6835'ALUMINUM ROD DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL MARK
 DO6835'REMOVABLE DISK SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY
 DO6835'A SIX-INCH PVC PIPE BACKFILLED WITH WASHED SAND.
 DO6835
 DO6835                          STATION RECOVERY (2014)
 DO6835
 DO6835'RECOVERY NOTE BY MN DEPT OF TRANSP 2014 (KMS)
 DO6835'IN WATERFORD, AT THE JUNCTION OF TRUNK HIGHWAY 3 AND COUNTY ROAD 47 IN
 DO6835'WATERFORD, AT TRUNK HIGHWAY 3 MILE POINT 14.95, 65.3 FT (19.9 M) EAST
 DO6835'OF TRUNK HIGHWAY 3, 50.40 FT (15.4 M) NORTH OF COUNTY ROAD 47, 1.5 FT
 DO6835'(0.5 M) SOUTH OF A WITNESS POST.
 DO6835
 DO6835                          STATION RECOVERY (2022)
 DO6835
 DO6835'RECOVERY NOTE BY MN DEPT OF TRANSP 2022 (MJS)
 DO6835'IN WATERFORD, AT THE JUNCTION OF TRUNK HIGHWAY 3 AND COUNTY ROAD 47 IN
 DO6835'WATERFORD, AT TRUNK HIGHWAY 3 MILE POINT 14.95, 65.3 FT (19.9 M) EAST
 DO6835'OF TRUNK HIGHWAY 3, 50.40 FT (15.4 M) NORTH OF COUNTY ROAD 47, 1.5 FT
 DO6835'(0.5 M) SOUTH OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DP8557 ***********************************************************************
 DP8557  DESIGNATION -  1920 AJ
 DP8557  PID         -  DP8557
 DP8557  STATE/COUNTY-  MN/DAKOTA
 DP8557  COUNTRY     -  US
 DP8557  USGS QUAD   -  CASTLE ROCK (2019)
 DP8557
 DP8557                         *CURRENT SURVEY CONTROL
 DP8557  ______________________________________________________________________
 DP8557* NAD 83(2011) POSITION- 44 36 07.17969(N) 093 08 13.43905(W)   ADJUSTED
 DP8557* NAD 83(2011) ELLIP HT-   267.833 (meters)        (09/11/15)   ADJUSTED
 DP8557* NAD 83(2011) EPOCH   -  2010.00
 DP8557* NAVD 88 ORTHO HEIGHT -   296.101 (meters)      971.46  (feet) ADJUSTED
 DP8557  ______________________________________________________________________
 DP8557  GEOID HEIGHT    -        -28.271 (meters)                     GEOID18
 DP8557  NAD 83(2011) X  -   -248,940.188 (meters)                     COMP
 DP8557  NAD 83(2011) Y  - -4,542,130.992 (meters)                     COMP
 DP8557  NAD 83(2011) Z  -  4,456,153.104 (meters)                     COMP
 DP8557  LAPLACE CORR    -         -9.85  (seconds)                    DEFLEC18
 DP8557  DYNAMIC HEIGHT  -        296.069 (meters)      971.35  (feet) COMP
 DP8557  MODELED GRAVITY -    980,500.6   (mgal)                       NAVD 88
 DP8557
 DP8557  VERT ORDER      -  SECOND    CLASS I
 DP8557
 DP8557  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DP8557  Standards:
 DP8557         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DP8557            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DP8557  -------------------------------------------------------------------
 DP8557  NETWORK    0.41   0.94           0.19   0.14   0.48      0.01680131
 DP8557  -------------------------------------------------------------------
 DP8557  Click here for local accuracies and other accuracy information.
 DP8557
 DP8557.The horizontal coordinates were established by GPS observations
 DP8557.and adjusted by the MN DEPT OF TRANSP in September 2015.
 DP8557
 DP8557.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DP8557.been affixed to the stable North American tectonic plate. See 
 DP8557.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DP8557
 DP8557.The horizontal coordinates are valid at the epoch date displayed above
 DP8557.which is a decimal equivalence of Year/Month/Day.
 DP8557
 DP8557.The orthometric height was determined by differential leveling and
 DP8557.adjusted by the NATIONAL GEODETIC SURVEY
 DP8557.in September 2016.
 DP8557
 DP8557.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP8557.GEOID18 height accuracy estimate available here.
 DP8557
 DP8557.Click photographs - Photos may exist for this station.
 DP8557
 DP8557.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DP8557
 DP8557.The Laplace correction was computed from DEFLEC18 derived deflections.
 DP8557
 DP8557.The ellipsoidal height was determined by GPS observations
 DP8557.and is referenced to NAD 83.
 DP8557
 DP8557.The dynamic height is computed by dividing the NAVD 88
 DP8557.geopotential number by the normal gravity value computed on the
 DP8557.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP8557.degrees latitude (g = 980.6199 gals.).
 DP8557
 DP8557.The modeled gravity was interpolated from observed gravity values.
 DP8557
 DP8557. The following values were computed from the NAD 83(2011) position.
 DP8557
 DP8557;                    North         East     Units Scale Factor Converg.
 DP8557;SPC MN S     -   278,361.587   868,502.469   MT  0.99992357   +0 36 17.5
 DP8557;SPC MN S     -   913,257.97  2,849,411.85   sFT  0.99992357   +0 36 17.5
 DP8557;UTM  15      - 4,938,747.701   489,122.543   MT  0.99960145   -0 05 46.5
 DP8557
 DP8557!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DP8557!SPC MN S     -   0.99995801  x   0.99992357  =   0.99988158
 DP8557!UTM  15      -   0.99995801  x   0.99960145  =   0.99955947
 DP8557
 DP8557_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK8912238747(NAD 83)
 DP8557
 DP8557                          SUPERSEDED SURVEY CONTROL
 DP8557
 DP8557.No superseded survey control is available for this station.
 DP8557
 DP8557_MARKER: F = FLANGE-ENCASED ROD
 DP8557_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DP8557_STAMPING: 1920 AJ 2015
 DP8557_MARK LOGO: MNDT
 DP8557_PROJECTION: RECESSED 8 CENTIMETERS
 DP8557_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DP8557_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DP8557_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP8557+SATELLITE: SATELLITE OBSERVATIONS - October 28, 2022
 DP8557_ROD/PIPE-DEPTH: 4.3 meters
 DP8557
 DP8557  HISTORY     - Date     Condition        Report By
 DP8557  HISTORY     - 20150401 MONUMENTED       MNDT
 DP8557  HISTORY     - 20150624 GOOD             MNDT
 DP8557  HISTORY     - 20151001 GOOD             MNDT
 DP8557  HISTORY     - 20221028 GOOD             MNDT
 DP8557
 DP8557                          STATION DESCRIPTION
 DP8557
 DP8557'DESCRIBED BY MN DEPT OF TRANSP 2015
 DP8557'2.0 MILES SOUTH OF FARMINGTON, 2.0 MILES SOUTH ALONG TRUNK HIGHWAY 3
 DP8557'FROM JUNCTION OF TRUNK HIGHWAY 3 AND TRUNK HIGHWAY 50 IN FARMINGTON,
 DP8557'AT TRUNK HIGHWAY 3 MILEPOINT 23.4, 74.0 FEET WEST OF TRUNK HIGHWAY 3,
 DP8557'129.2 FEET NORTH OF 240TH STREET WEST, 11.5 FEET SOUTH OF CABLE BOX,
 DP8557'1.5 FEET EAST OF WITNESS POST.
 DP8557
 DP8557                          STATION RECOVERY (2015)
 DP8557
 DP8557'RECOVERY NOTE BY MN DEPT OF TRANSP 2015 (SXS)
 DP8557'RECOVERED IN GOOD CONDITION.
 DP8557
 DP8557                          STATION RECOVERY (2015)
 DP8557
 DP8557'RECOVERY NOTE BY MN DEPT OF TRANSP 2015 (MPP)
 DP8557'RECOVERED IN GOOD CONDITION.
 DP8557
 DP8557                          STATION RECOVERY (2022)
 DP8557
 DP8557'RECOVERY NOTE BY MN DEPT OF TRANSP 2022 (MJS)
 DP8557'2.0 MI (3.2 KM) SOUTH OF FARMINGTON, 2.0 MI (3.2 KM) SOUTH ALONG TRUNK
 DP8557'HIGHWAY 3 FROM THE JUNCTION OF TRUNK HIGHWAY 3 AND TRUNK HIGHWAY 50 IN
 DP8557'FARMINGTON, AT TRUNK HIGHWAY 3 MILE POINT 23.4, 74.0 FT (22.6 M) WEST
 DP8557'OF TRUNK HIGHWAY 3, 129.2 FT (39.4 M) NORTH OF COUNTY ROAD 78 (240TH
 DP8557'STREET WEST), 11.5 FT (3.5 M) SOUTH OF A CABLE BOX, 1.5 FT (0.5 M)
 DP8557'EAST OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DM4311 ***********************************************************************
 DM4311  DESIGNATION -  1920 D
 DM4311  PID         -  DM4311
 DM4311  STATE/COUNTY-  MN/DAKOTA
 DM4311  COUNTRY     -  US
 DM4311  USGS QUAD   -  CASTLE ROCK (2019)
 DM4311
 DM4311                         *CURRENT SURVEY CONTROL
 DM4311  ______________________________________________________________________
 DM4311* NAD 83(2011) POSITION- 44 30 05.29841(N) 093 08 43.48891(W)   ADJUSTED
 DM4311* NAD 83(2011) ELLIP HT-   257.076 (meters)        (06/26/14)   ADJUSTED
 DM4311* NAD 83(2011) EPOCH   -  2010.00
 DM4311* NAVD 88 ORTHO HEIGHT -   285.487 (meters)      936.64  (feet) ADJUSTED
 DM4311  ______________________________________________________________________
 DM4311  GEOID HEIGHT    -        -28.417 (meters)                     GEOID18
 DM4311  NAD 83(2011) X  -   -250,031.503 (meters)                     COMP
 DM4311  NAD 83(2011) Y  - -4,549,912.146 (meters)                     COMP
 DM4311  NAD 83(2011) Z  -  4,448,185.030 (meters)                     COMP
 DM4311  LAPLACE CORR    -         -9.02  (seconds)                    DEFLEC18
 DM4311  DYNAMIC HEIGHT  -        285.453 (meters)      936.52  (feet) COMP
 DM4311  MODELED GRAVITY -    980,491.6   (mgal)                       NAVD 88
 DM4311
 DM4311  VERT ORDER      -  SECOND    CLASS I
 DM4311
 DM4311  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DM4311  Standards:
 DM4311         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DM4311            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DM4311  -------------------------------------------------------------------
 DM4311  NETWORK    0.31   0.45           0.14   0.11   0.23      0.02692850
 DM4311  -------------------------------------------------------------------
 DM4311  Click here for local accuracies and other accuracy information.
 DM4311
 DM4311.The horizontal coordinates were established by GPS observations
 DM4311.and adjusted by the MN DEPT OF TRANSP in June 2014.
 DM4311
 DM4311.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DM4311.been affixed to the stable North American tectonic plate. See 
 DM4311.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DM4311
 DM4311.The horizontal coordinates are valid at the epoch date displayed above
 DM4311.which is a decimal equivalence of Year/Month/Day.
 DM4311
 DM4311.The orthometric height was determined by differential leveling and
 DM4311.adjusted by the NATIONAL GEODETIC SURVEY
 DM4311.in February 2011.
 DM4311
 DM4311.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM4311.GEOID18 height accuracy estimate available here.
 DM4311
 DM4311.Click photographs - Photos may exist for this station.
 DM4311
 DM4311.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DM4311
 DM4311.The Laplace correction was computed from DEFLEC18 derived deflections.
 DM4311
 DM4311.The ellipsoidal height was determined by GPS observations
 DM4311.and is referenced to NAD 83.
 DM4311
 DM4311.The dynamic height is computed by dividing the NAVD 88
 DM4311.geopotential number by the normal gravity value computed on the
 DM4311.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM4311.degrees latitude (g = 980.6199 gals.).
 DM4311
 DM4311.The modeled gravity was interpolated from observed gravity values.
 DM4311
 DM4311. The following values were computed from the NAD 83(2011) position.
 DM4311
 DM4311;                    North         East     Units Scale Factor Converg.
 DM4311;SPC MN S     -   267,185.729   867,956.637   MT  0.99992204   +0 35 56.4
 DM4311;SPC MN S     -   876,591.85  2,847,621.07   sFT  0.99992204   +0 35 56.4
 DM4311;UTM  15      - 4,927,582.943   488,440.238   MT  0.99960164   -0 06 06.9
 DM4311
 DM4311!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DM4311!SPC MN S     -   0.99995969  x   0.99992204  =   0.99988174
 DM4311!UTM  15      -   0.99995969  x   0.99960164  =   0.99956135
 DM4311
 DM4311:                Primary Azimuth Mark                     Grid Az
 DM4311:SPC MN S     -  1920 Q                                   359 55 19.0
 DM4311:UTM  15      -  1920 Q                                   000 37 22.3
 DM4311
 DM4311_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK8844027582(NAD 83)
 DM4311
 DM4311|---------------------------------------------------------------------|
 DM4311| PID    Reference Object                     Distance      Geod. Az  |
 DM4311|                                                           dddmmss.s |
 DM4311| DM4307 1920 Q                              APPROX. 1.5 KM 0003115.4 |
 DM4311|---------------------------------------------------------------------|
 DM4311
 DM4311                          SUPERSEDED SURVEY CONTROL
 DM4311
 DM4311.No superseded survey control is available for this station.
 DM4311
 DM4311_MARKER: DB = BENCH MARK DISK
 DM4311_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 DM4311_STAMPING: 1920 D 1958
 DM4311_MARK LOGO: MNHD
 DM4311_PROJECTION: RECESSED 5 CENTIMETERS
 DM4311_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DM4311_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DM4311_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DM4311+SATELLITE: SATELLITE OBSERVATIONS - October 25, 2022
 DM4311
 DM4311  HISTORY     - Date     Condition        Report By
 DM4311  HISTORY     - 19580401 MONUMENTED       MNHD
 DM4311  HISTORY     - 19920121 GOOD             MNDT
 DM4311  HISTORY     - 20111004 GOOD             MNDT
 DM4311  HISTORY     - 20141030 GOOD             MNDT
 DM4311  HISTORY     - 20200415 GOOD             MNDT
 DM4311  HISTORY     - 20221025 GOOD             MNDT
 DM4311
 DM4311                          STATION DESCRIPTION
 DM4311
 DM4311'DESCRIBED BY MN DEPT OF TRANSP 1992 (HTS)
 DM4311'THE MARK IS 3.1 MI (5.0 KM) NORTH OF NORTHFIELD.
 DM4311'
 DM4311'IT IS 58.5 FT (17.8 M) EAST OF TRUNK HIGHWAY 3, AT TRUNK HIGHWAY 3
 DM4311'MILEPOST 16.25, AT TRUNK HIGHWAY 3 STATION 671+50, 40 FT (12.2 M)
 DM4311'NORTH OF FARM ENTRANCE, 49.3 FT (15.0 M) SOUTH-SOUTHWEST OF POWER
 DM4311'POLE, 3.8 FT (1.2 M) NORTHWEST T-POLE NO 50, 0.4 FT (12 CM) WEST OF A
 DM4311'WITNESS POST.
 DM4311
 DM4311                          STATION RECOVERY (2011)
 DM4311
 DM4311'RECOVERY NOTE BY MN DEPT OF TRANSP 2011 (MAS)
 DM4311'THE STATION IS 3.1 MI (5.0 KM) NORTH OF NORTHFIELD.
 DM4311'
 DM4311'TO REACH THE MARK GO 1.4 MI (2.3 KM) NORTH ALONG TRUNK HIGHWAY 3 FROM
 DM4311'THE JUNCTION OF TRUNK HIGHWAY 3 AND COUNTY ROAD 47 IN WATERFORD, AT
 DM4311'TRUNK HIGHWAY 3 MILE POINT 16.3.
 DM4311'
 DM4311'THE MARK IS 58.7 FT (17.9 M) EAST OF TRUNK HIGHWAY 3, AT TRUNK HIGHWAY
 DM4311'3 STATION 671+50, 40.5 FT (12.3 M) NORTH OF DRIVEWAY NUMBER 30940,
 DM4311'14.0 FT (4.3 M) NORTHWEST OF CABLE BOX, 1.3 FT (0.4 M) WEST OF A
 DM4311'WITNESS POST.
 DM4311
 DM4311                          STATION RECOVERY (2014)
 DM4311
 DM4311'RECOVERY NOTE BY MN DEPT OF TRANSP 2014 (KMS)
 DM4311'RECOVERED AS DESCRIBED.
 DM4311
 DM4311                          STATION RECOVERY (2020)
 DM4311
 DM4311'RECOVERY NOTE BY MN DEPT OF TRANSP 2020 (SEL)
 DM4311'RECOVERED IN GOOD CONDITION.
 DM4311
 DM4311                          STATION RECOVERY (2022)
 DM4311
 DM4311'RECOVERY NOTE BY MN DEPT OF TRANSP 2022 (MJS)
 DM4311'3.1 MI (5.0 KM) NORTH OF NORTHFIELD, 1.4 MI (2.3 KM) NORTH ALONG TRUNK
 DM4311'HIGHWAY 3 FROM THE JUNCTION OF TRUNK HIGHWAY 3 AND COUNTY ROAD 47 IN
 DM4311'WATERFORD, AT TRUNK HIGHWAY 3 MILE POINT 16.3, 58.7 FT (17.9 M) EAST
 DM4311'OF TRUNK HIGHWAY 3, AT TRUNK HIGHWAY 3 STATION 671+50, 40.5 FT (12.3
 DM4311'M) NORTH OF DRIVEWAY NUMBER 30940, 14.0 FT (4.3 M) WEST-NORTHWEST OF A
 DM4311'CABLE BOX, 1.3 FT (0.4 M) WEST OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DM4288 ***********************************************************************
 DM4288  DESIGNATION -  1920 G
 DM4288  PID         -  DM4288
 DM4288  STATE/COUNTY-  MN/DAKOTA
 DM4288  COUNTRY     -  US
 DM4288  USGS QUAD   -  CASTLE ROCK (2019)
 DM4288
 DM4288                         *CURRENT SURVEY CONTROL
 DM4288  ______________________________________________________________________
 DM4288* NAD 83(1986) POSITION- 44 35 14.16   (N) 093 08 13.11   (W)   HD_HELD1
 DM4288* NAVD 88 ORTHO HEIGHT -   305.597 (meters)     1002.61  (feet) ADJUSTED
 DM4288  ______________________________________________________________________
 DM4288  GEOID HEIGHT    -        -28.301 (meters)                     GEOID18
 DM4288  DYNAMIC HEIGHT  -        305.564 (meters)     1002.50  (feet) COMP
 DM4288  MODELED GRAVITY -    980,498.7   (mgal)                       NAVD 88
 DM4288
 DM4288  VERT ORDER      -  SECOND    CLASS I
 DM4288
 DM4288.The horizontal coordinates were determined by differentially corrected
 DM4288.hand held GPS observations or other comparable positioning techniques
 DM4288.and have an estimated accuracy of +/- 3 meters.
 DM4288
 DM4288.The orthometric height was determined by differential leveling and
 DM4288.adjusted by the NATIONAL GEODETIC SURVEY
 DM4288.in February 2011.
 DM4288
 DM4288.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM4288.GEOID18 height accuracy estimate available here.
 DM4288
 DM4288.Click photographs - Photos may exist for this station.
 DM4288
 DM4288.The dynamic height is computed by dividing the NAVD 88
 DM4288.geopotential number by the normal gravity value computed on the
 DM4288.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM4288.degrees latitude (g = 980.6199 gals.).
 DM4288
 DM4288.The modeled gravity was interpolated from observed gravity values.
 DM4288
 DM4288;                    North         East    Units  Estimated Accuracy
 DM4288;SPC MN S     -   276,725.3     868,527.0     MT  (+/- 3 meters HH1 GPS) 
 DM4288
 DM4288_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK8912737111(NAD 83)
 DM4288
 DM4288                          SUPERSEDED SURVEY CONTROL
 DM4288
 DM4288.No superseded survey control is available for this station.
 DM4288
 DM4288_MARKER: DB = BENCH MARK DISK
 DM4288_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 DM4288_STAMPING: 1920 G 1958
 DM4288_MARK LOGO: MNHD
 DM4288_PROJECTION: RECESSED 13 CENTIMETERS
 DM4288_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DM4288_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DM4288_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DM4288+SATELLITE: SATELLITE OBSERVATIONS - October 28, 2022
 DM4288
 DM4288  HISTORY     - Date     Condition        Report By
 DM4288  HISTORY     - 1958     MONUMENTED       MNHD
 DM4288  HISTORY     - 19920121 GOOD             MNDT
 DM4288  HISTORY     - 20141103 GOOD             MNDT
 DM4288  HISTORY     - 20221028 GOOD             MNDT
 DM4288
 DM4288                          STATION DESCRIPTION
 DM4288
 DM4288'DESCRIBED BY MN DEPT OF TRANSP 1992 (HTS)
 DM4288'3.7 MI (6.0 KM) SOUTH OF FARMINGTON, 0.5 MI (0.8 KM) NORTH OF THE
 DM4288'JUNCTION OF TRUNK HIGHWAY 3 AND CO ROAD 2.
 DM4288'
 DM4288'IT IS 56 FT (17.1 M) WEST OF TRUNK HIGHWAY 3, AT TRUNK HIGHWAY 3
 DM4288'STATION 991+37, AT TRUNK HIGHWAY 3 MILEPOST 22.3, 51 FT (15.5 M) NORTH
 DM4288'OF ROAD WEST, 23.8 FT (7.3 M) NORTHWEST OF ST SIGN, 64.5 FT (19.7 M)
 DM4288'SOUTHEAST OF MAILBOX PEDESTAL, 41.3 FT (12.6 M) NORTHEAST OF POWER
 DM4288'POLE, 17 FT (5.2 M) NORTH-NORTHEAST OF T-POLE NO 701, 0.8 FT (24 CM)
 DM4288'EAST OF A WITNESS POST.
 DM4288
 DM4288                          STATION RECOVERY (2014)
 DM4288
 DM4288'RECOVERY NOTE BY MN DEPT OF TRANSP 2014 (KMS)
 DM4288'RECOVERED AS DESCRIBED.
 DM4288
 DM4288                          STATION RECOVERY (2022)
 DM4288
 DM4288'RECOVERY NOTE BY MN DEPT OF TRANSP 2022 (MJS)
 DM4288'3.7 MI (6.0 KM) SOUTH OF FARMINGTON, 3.0 MI (4.8 KM) SOUTH ALONG TRUNK
 DM4288'HIGHWAY 3 FROM THE JUNCTION OF TRUNK HIGHWAYS 3 AND 50 IN FARMINGTON,
 DM4288'AT TRUNK HIGHWAY 3 MILE POINT 22.3, 56.0 FT (17.1 M) WEST OF TRUNK
 DM4288'HIGHWAY 3, 51.0 FT (15.5 M) NORTH OF WEST 250TH STREET WEST, 23.8 FT
 DM4288'(7.3 M) NORTHWEST OF A STREET SIGN, 41.3 FT (12.6 M) NORTHEAST OF A
 DM4288'POWER POLE, 17.0 FT (5.2 M) NORTH-NORTHEAST OF A TELEPHONE PEDESTAL
 DM4288'NUMBER 701, 0.5 FT (15 CM) EAST OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DM4304 ***********************************************************************
 DM4304  DESIGNATION -  1920 J
 DM4304  PID         -  DM4304
 DM4304  STATE/COUNTY-  MN/DAKOTA
 DM4304  COUNTRY     -  US
 DM4304  USGS QUAD   -  CASTLE ROCK (2019)
 DM4304
 DM4304                         *CURRENT SURVEY CONTROL
 DM4304  ______________________________________________________________________
 DM4304* NAD 83(1986) POSITION- 44 31 26.34   (N) 093 08 24.90   (W)   HD_HELD1
 DM4304* NAVD 88 ORTHO HEIGHT -   281.003 (meters)      921.92  (feet) ADJUSTED
 DM4304  ______________________________________________________________________
 DM4304  GEOID HEIGHT    -        -28.407 (meters)                     GEOID18
 DM4304  DYNAMIC HEIGHT  -        280.970 (meters)      921.82  (feet) COMP
 DM4304  MODELED GRAVITY -    980,493.3   (mgal)                       NAVD 88
 DM4304
 DM4304  VERT ORDER      -  SECOND    CLASS I
 DM4304
 DM4304.The horizontal coordinates were determined by differentially corrected
 DM4304.hand held GPS observations or other comparable positioning techniques
 DM4304.and have an estimated accuracy of +/- 3 meters.
 DM4304
 DM4304.The orthometric height was determined by differential leveling and
 DM4304.adjusted by the NATIONAL GEODETIC SURVEY
 DM4304.in February 2011.
 DM4304
 DM4304.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM4304.GEOID18 height accuracy estimate available here.
 DM4304
 DM4304.Click photographs - Photos may exist for this station.
 DM4304
 DM4304.The dynamic height is computed by dividing the NAVD 88
 DM4304.geopotential number by the normal gravity value computed on the
 DM4304.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM4304.degrees latitude (g = 980.6199 gals.).
 DM4304
 DM4304.The modeled gravity was interpolated from observed gravity values.
 DM4304
 DM4304;                    North         East    Units  Estimated Accuracy
 DM4304;SPC MN S     -   269,691.2     868,340.9     MT  (+/- 3 meters HH1 GPS) 
 DM4304
 DM4304_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK8885530082(NAD 83)
 DM4304
 DM4304                          SUPERSEDED SURVEY CONTROL
 DM4304
 DM4304.No superseded survey control is available for this station.
 DM4304
 DM4304_MARKER: DB = BENCH MARK DISK
 DM4304_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 DM4304_SP_SET: BOX CULVERT
 DM4304_STAMPING: 1920 J 1973
 DM4304_MARK LOGO: MNHD
 DM4304_MAGNETIC: N = NO MAGNETIC MATERIAL
 DM4304_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DM4304+STABILITY: SURFACE MOTION
 DM4304_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DM4304+SATELLITE: SATELLITE OBSERVATIONS - October 25, 2022
 DM4304
 DM4304  HISTORY     - Date     Condition        Report By
 DM4304  HISTORY     - 1958     MONUMENTED       MNHD
 DM4304  HISTORY     - 19920121 GOOD             MNDT
 DM4304  HISTORY     - 20111004 GOOD             MNDT
 DM4304  HISTORY     - 20141030 GOOD             MNDT
 DM4304  HISTORY     - 20221025 GOOD             MNDT
 DM4304
 DM4304                          STATION DESCRIPTION
 DM4304
 DM4304'DESCRIBED BY MN DEPT OF TRANSP 1992 (HTS)
 DM4304'THE MARK IS 4.7 MI (7.6 KM) NORTH OF NORTHFIELD, AT TH 3 STA 758+39,
 DM4304'AT TH 3 MP 17.9, 23 FT (7.0 M) EAST OF TH 3, IN SOUTH END OF EAST
 DM4304'HEADWALL OF TH 4 BOX CULVERT.
 DM4304
 DM4304                          STATION RECOVERY (2011)
 DM4304
 DM4304'RECOVERY NOTE BY MN DEPT OF TRANSP 2011 (MAS)
 DM4304'4.7 MI (7.6 KM) NORTH OF NORTHFIELD, 3.0 MI (4.8 KM) NORTHEAST AND
 DM4304'NORTH ALONG TRUNK HIGHWAY 3  FROM THE JUNCTION OF TRUNK HIGHWAY 3 AND
 DM4304'COUNTY ROAD 47 IN WATERFORD, AT TRUNK HIGHWAY 3 MILE POINT 17.9, AT
 DM4304'TRUNK HIGHWAY 3 STATION 758+39, 23 FT (7.0 M) SOUTHEAST OF TRUNK
 DM4304'HIGHWAY 3, IN SOUTH END OF EAST HEADWALL OF TRUNK HIGHWAY 3 BOX
 DM4304'CULVERT, 1.8 FT (0.5 M) NORTHEAST OF A WITNESS POST.
 DM4304
 DM4304                          STATION RECOVERY (2014)
 DM4304
 DM4304'RECOVERY NOTE BY MN DEPT OF TRANSP 2014 (MAS)
 DM4304'RECOVERED AS DESCRIBED.
 DM4304
 DM4304                          STATION RECOVERY (2022)
 DM4304
 DM4304'RECOVERY NOTE BY MN DEPT OF TRANSP 2022 (MS)
 DM4304'4.7 MI (7.6 KM) NORTH OF NORTHFIELD, 3.0 MI (4.8 KM) NORTHEAST AND
 DM4304'NORTH ALONG TRUNK HIGHWAY 3 FROM THE JUNCTION OF TRUNK HIGHWAY 3 AND
 DM4304'COUNTY ROAD 47 IN WATERFORD, AT TRUNK HIGHWAY 3 MILE POINT 17.9, AT
 DM4304'TRUNK HIGHWAY 3 STATION 758+39, 23.0 FT (7.0 M) SOUTHEAST OF TRUNK
 DM4304'HIGHWAY 3, IN THE SOUTH END OF THE EAST HEADWALL OF A TRUNK HIGHWAY 3
 DM4304'BOX CULVERT, 1.8 FT (0.5 M) NORTHEAST OF A WITNESS POST.
 DM4304'
 DM4304'THE SURVEY MARK HAS BEEN DEEMED UNSAFE DUE TO FALL RISK AND HAS BEEN
 DM4304'ABANDONED FOR MNDOT GEODETIC USE.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DM4303 ***********************************************************************
 DM4303  DESIGNATION -  1920 K
 DM4303  PID         -  DM4303
 DM4303  STATE/COUNTY-  MN/DAKOTA
 DM4303  COUNTRY     -  US
 DM4303  USGS QUAD   -  CASTLE ROCK (2019)
 DM4303
 DM4303                         *CURRENT SURVEY CONTROL
 DM4303  ______________________________________________________________________
 DM4303* NAD 83(1986) POSITION- 44 31 39.09   (N) 093 08 17.71   (W)   HD_HELD1
 DM4303* NAVD 88 ORTHO HEIGHT -   281.000 (meters)      921.91  (feet) ADJUSTED
 DM4303  ______________________________________________________________________
 DM4303  GEOID HEIGHT    -        -28.409 (meters)                     GEOID18
 DM4303  DYNAMIC HEIGHT  -        280.967 (meters)      921.81  (feet) COMP
 DM4303  MODELED GRAVITY -    980,493.4   (mgal)                       NAVD 88
 DM4303
 DM4303  VERT ORDER      -  SECOND    CLASS I
 DM4303
 DM4303.The horizontal coordinates were determined by differentially corrected
 DM4303.hand held GPS observations or other comparable positioning techniques
 DM4303.and have an estimated accuracy of +/- 3 meters.
 DM4303
 DM4303.The orthometric height was determined by differential leveling and
 DM4303.adjusted by the NATIONAL GEODETIC SURVEY
 DM4303.in February 2011.
 DM4303
 DM4303.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM4303.GEOID18 height accuracy estimate available here.
 DM4303
 DM4303.Click photographs - Photos may exist for this station.
 DM4303
 DM4303.The dynamic height is computed by dividing the NAVD 88
 DM4303.geopotential number by the normal gravity value computed on the
 DM4303.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM4303.degrees latitude (g = 980.6199 gals.).
 DM4303
 DM4303.The modeled gravity was interpolated from observed gravity values.
 DM4303
 DM4303;                    North         East    Units  Estimated Accuracy
 DM4303;SPC MN S     -   270,086.4     868,495.5     MT  (+/- 3 meters HH1 GPS) 
 DM4303
 DM4303_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK8901430475(NAD 83)
 DM4303
 DM4303                          SUPERSEDED SURVEY CONTROL
 DM4303
 DM4303.No superseded survey control is available for this station.
 DM4303
 DM4303_MARKER: DB = BENCH MARK DISK
 DM4303_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 DM4303_SP_SET: BOX CULVERT
 DM4303_STAMPING: 1920 K 1973
 DM4303_MARK LOGO: MNHD
 DM4303_MAGNETIC: N = NO MAGNETIC MATERIAL
 DM4303_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DM4303+STABILITY: SURFACE MOTION
 DM4303_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DM4303+SATELLITE: SATELLITE OBSERVATIONS - October 25, 2022
 DM4303
 DM4303  HISTORY     - Date     Condition        Report By
 DM4303  HISTORY     - 1958     MONUMENTED       MNHD
 DM4303  HISTORY     - 19920121 GOOD             MNDT
 DM4303  HISTORY     - 20141030 GOOD             MNDT
 DM4303  HISTORY     - 20221025 GOOD             MNDT
 DM4303
 DM4303                          STATION DESCRIPTION
 DM4303
 DM4303'DESCRIBED BY MN DEPT OF TRANSP 1992 (HTS)
 DM4303'THE MARK IS 5 MI (8.0 KM) NORTH OF NORTHFIELD, 1.1 MI (1.8 KM) SOUTH
 DM4303'OF THE JUNCTION OF TRUNK HIGHWAY 3 AND CO ROAD 86, AT TRUNK HIGHWAY 3
 DM4303'STATION 772+23, AT TRUNK HIGHWAY 3 MILEPOST 18.2.
 DM4303'
 DM4303'IT IS 24.5 FT (7.5 M) EAST OF TRUNK HIGHWAY 3, IN SOUTH END OF EAST
 DM4303'HEADWALL OF TRUNK HIGHWAY 3 BOX CULVERT.
 DM4303
 DM4303                          STATION RECOVERY (2014)
 DM4303
 DM4303'RECOVERY NOTE BY MN DEPT OF TRANSP 2014 (MAS)
 DM4303'RECOVERED AS DESCRIBED.
 DM4303
 DM4303                          STATION RECOVERY (2022)
 DM4303
 DM4303'RECOVERY NOTE BY MN DEPT OF TRANSP 2022 (MJS)
 DM4303'5 MI (8.0 KM) NORTH OF NORTHFIELD, 1.1 MI (1.8 KM) SOUTH OF THE
 DM4303'JUNCTION OF TRUNK HIGHWAY 3 AND COUNTY ROAD 86, AT TRUNK HIGHWAY 3
 DM4303'STATION 772+23, AT TRUNK HIGHWAY 3 MILE POINT 18.2, 24.5 FT (7.5 M)
 DM4303'EAST OF TRUNK HIGHWAY 3, IN THE SOUTH END OF THE EAST HEADWALL OF
 DM4303'TRUNK HIGHWAY 3 BOX CULVERT.
 DM4303'
 DM4303'THE SURVEY MARK HAS BEEN DEEMED UNSAFE DUE TO FALL RISK AND HAS BEEN
 DM4303'ABANDONED FOR MNDOT GEODETIC USE.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DM4300 ***********************************************************************
 DM4300  DESIGNATION -  1920 L
 DM4300  PID         -  DM4300
 DM4300  STATE/COUNTY-  MN/DAKOTA
 DM4300  COUNTRY     -  US
 DM4300  USGS QUAD   -  CASTLE ROCK (2019)
 DM4300
 DM4300                         *CURRENT SURVEY CONTROL
 DM4300  ______________________________________________________________________
 DM4300* NAD 83(1986) POSITION- 44 32 11.73   (N) 093 08 11.70   (W)   HD_HELD1
 DM4300* NAVD 88 ORTHO HEIGHT -   280.949 (meters)      921.75  (feet) ADJUSTED
 DM4300  ______________________________________________________________________
 DM4300  GEOID HEIGHT    -        -28.401 (meters)                     GEOID18
 DM4300  DYNAMIC HEIGHT  -        280.916 (meters)      921.64  (feet) COMP
 DM4300  MODELED GRAVITY -    980,493.8   (mgal)                       NAVD 88
 DM4300
 DM4300  VERT ORDER      -  SECOND    CLASS I
 DM4300
 DM4300.The horizontal coordinates were determined by differentially corrected
 DM4300.hand held GPS observations or other comparable positioning techniques
 DM4300.and have an estimated accuracy of +/- 3 meters.
 DM4300
 DM4300.The orthometric height was determined by differential leveling and
 DM4300.adjusted by the NATIONAL GEODETIC SURVEY
 DM4300.in September 2016.
 DM4300
 DM4300.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM4300.GEOID18 height accuracy estimate available here.
 DM4300
 DM4300.Click photographs - Photos may exist for this station.
 DM4300
 DM4300.The dynamic height is computed by dividing the NAVD 88
 DM4300.geopotential number by the normal gravity value computed on the
 DM4300.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM4300.degrees latitude (g = 980.6199 gals.).
 DM4300
 DM4300.The modeled gravity was interpolated from observed gravity values.
 DM4300
 DM4300;                    North         East    Units  Estimated Accuracy
 DM4300;SPC MN S     -   271,095.2     868,617.6     MT  (+/- 3 meters HH1 GPS) 
 DM4300
 DM4300_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK8914831482(NAD 83)
 DM4300
 DM4300                          SUPERSEDED SURVEY CONTROL
 DM4300
 DM4300  NAVD 88 (02/28/11)  280.951  (m)          921.75   (f) SUPERSEDED  2 1
 DM4300
 DM4300.Superseded values are not recommended for survey control.
 DM4300
 DM4300.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DM4300.See file dsdata.pdf to determine how the superseded data were derived.
 DM4300
 DM4300_MARKER: DB = BENCH MARK DISK
 DM4300_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 DM4300_SP_SET: BOX CULVERT
 DM4300_STAMPING: 1920 L 1973
 DM4300_MARK LOGO: MNHD
 DM4300_MAGNETIC: N = NO MAGNETIC MATERIAL
 DM4300_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DM4300+STABILITY: SURFACE MOTION
 DM4300_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DM4300+SATELLITE: SATELLITE OBSERVATIONS - October 25, 2022
 DM4300
 DM4300  HISTORY     - Date     Condition        Report By
 DM4300  HISTORY     - 1958     MONUMENTED       MNHD
 DM4300  HISTORY     - 19920121 GOOD             MNDT
 DM4300  HISTORY     - 20141030 GOOD             MNDT
 DM4300  HISTORY     - 20221025 GOOD             MNDT
 DM4300
 DM4300                          STATION DESCRIPTION
 DM4300
 DM4300'DESCRIBED BY MN DEPT OF TRANSP 1992 (HTS)
 DM4300'THE MARK WAS RECOVERED IN GOOD CONDITION.  THE MARK IS 5.6 MI (9.0 KM)
 DM4300'NORTH OF NORTHFIELD, 0.5 MI (0.8 KM) SOUTH OF JCT OF TH 3 AND CO RD
 DM4300'86, 23.5 FT (7.2 M) EAST OF TH 3, AT TH 3 STA 803+83, AT TH 3 MP
 DM4300'18.85, IN SOUTH END OF EAST HEADWALL OF TH 3 BOX CULVERT.
 DM4300
 DM4300                          STATION RECOVERY (2014)
 DM4300
 DM4300'RECOVERY NOTE BY MN DEPT OF TRANSP 2014 (MAS)
 DM4300'RECOVERED AS DESCRIBED.
 DM4300
 DM4300                          STATION RECOVERY (2022)
 DM4300
 DM4300'RECOVERY NOTE BY MN DEPT OF TRANSP 2022 (MJS)
 DM4300'5.6 MI (9.0 KM) NORTH OF NORTHFIELD, 3.6 MI (5.8 KM) NORTH ALONG AT
 DM4300'TRUNK HIGHWAY 3 FROM THE JUNCTION OF TRUNK HIGHWAY 3 AND COUNTY ROAD
 DM4300'47 IN WATERFORD, AT TRUNK HIGHWAY 3 MILE POINT 18.85, 23.5 FT (7.2 M)
 DM4300'EAST OF TRUNK HIGHWAY 3, AT TRUNK HIGHWAY 3 STATION 805+83, IN THE
 DM4300'SOUTH END OF THE EAST HEADWALL OF A TRUNK HIGHWAY 3 BOX CULVERT, 1.6
 DM4300'FT (0.5 M) NORTH OF A WITNESS POST.
 DM4300'
 DM4300'THE SURVEY MARK HAS BEEN DEEMED UNSAFE DUE TO FALL RISK AND HAS BEEN
 DM4300'ABANDONED FOR MNDOT GEODETIC USE.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DM4313 ***********************************************************************
 DM4313  DESIGNATION -  1920 N
 DM4313  PID         -  DM4313
 DM4313  STATE/COUNTY-  MN/DAKOTA
 DM4313  COUNTRY     -  US
 DM4313  USGS QUAD   -  NORTHFIELD (2019)
 DM4313
 DM4313                         *CURRENT SURVEY CONTROL
 DM4313  ______________________________________________________________________
 DM4313* NAD 83(1986) POSITION- 44 29 35.25   (N) 093 08 45.51   (W)   HD_HELD1
 DM4313* NAVD 88 ORTHO HEIGHT -   295.283 (meters)      968.77  (feet) ADJUSTED
 DM4313  ______________________________________________________________________
 DM4313  GEOID HEIGHT    -        -28.423 (meters)                     GEOID18
 DM4313  DYNAMIC HEIGHT  -        295.248 (meters)      968.66  (feet) COMP
 DM4313  MODELED GRAVITY -    980,490.6   (mgal)                       NAVD 88
 DM4313
 DM4313  VERT ORDER      -  SECOND    CLASS I
 DM4313
 DM4313.The horizontal coordinates were determined by differentially corrected
 DM4313.hand held GPS observations or other comparable positioning techniques
 DM4313.and have an estimated accuracy of +/- 3 meters.
 DM4313
 DM4313.The orthometric height was determined by differential leveling and
 DM4313.adjusted by the NATIONAL GEODETIC SURVEY
 DM4313.in February 2011.
 DM4313
 DM4313.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM4313.GEOID18 height accuracy estimate available here.
 DM4313
 DM4313.Click photographs - Photos may exist for this station.
 DM4313
 DM4313.The dynamic height is computed by dividing the NAVD 88
 DM4313.geopotential number by the normal gravity value computed on the
 DM4313.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM4313.degrees latitude (g = 980.6199 gals.).
 DM4313
 DM4313.The modeled gravity was interpolated from observed gravity values.
 DM4313
 DM4313;                    North         East    Units  Estimated Accuracy
 DM4313;SPC MN S     -   266,257.9     867,921.7     MT  (+/- 3 meters HH1 GPS) 
 DM4313
 DM4313_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK8839326655(NAD 83)
 DM4313
 DM4313                          SUPERSEDED SURVEY CONTROL
 DM4313
 DM4313.No superseded survey control is available for this station.
 DM4313
 DM4313_MARKER: DH = HORIZONTAL CONTROL DISK
 DM4313_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DM4313_STAMPING: 1920 N 1992
 DM4313_MARK LOGO: MNDT
 DM4313_PROJECTION: RECESSED 3 CENTIMETERS
 DM4313_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DM4313_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DM4313_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DM4313+SATELLITE: SATELLITE OBSERVATIONS - October 25, 2022
 DM4313_ROD/PIPE-DEPTH: 5.5 meters
 DM4313
 DM4313  HISTORY     - Date     Condition        Report By
 DM4313  HISTORY     - 1992     MONUMENTED       MNDT
 DM4313  HISTORY     - 20111004 GOOD             MNDT
 DM4313  HISTORY     - 20141030 GOOD             MNDT
 DM4313  HISTORY     - 20200413 GOOD             MNDT
 DM4313  HISTORY     - 20221025 GOOD             MNDT
 DM4313
 DM4313                          STATION DESCRIPTION
 DM4313
 DM4313'DESCRIBED BY MN DEPT OF TRANSP 1992 (BAL)
 DM4313'2.2 MI (3.5 KM) NORTH OF NORTHFIELD, 0.7 MI (1.1 KM) NORTH ALONG TRUNK
 DM4313'HIGHWAY 3 FROM THE JUNCTION CO ROAD 47 IN WATERFORD.
 DM4313'
 DM4313'IT IS 65 FT (19.8 M) WEST OF TRUNK HIGHWAY 3, 25 FT (7.6 M) NORTH OF
 DM4313'315TH ST WEST, 7 FT (2.1 M) EAST OF POWER POLE WITH ANCHOR, 1.0 FT
 DM4313'(0.3 M) EAST OF A WITNESS POST.
 DM4313
 DM4313                          STATION RECOVERY (2011)
 DM4313
 DM4313'RECOVERY NOTE BY MN DEPT OF TRANSP 2011 (MAS)
 DM4313'RECOVERED AS DESCRIBED.
 DM4313
 DM4313                          STATION RECOVERY (2014)
 DM4313
 DM4313'RECOVERY NOTE BY MN DEPT OF TRANSP 2014 (KMS)
 DM4313'RECOVERED AS DESCRIBED.
 DM4313
 DM4313                          STATION RECOVERY (2020)
 DM4313
 DM4313'RECOVERY NOTE BY MN DEPT OF TRANSP 2020 (SEL)
 DM4313'RECOVERED IN GOOD CONDITION.
 DM4313
 DM4313                          STATION RECOVERY (2022)
 DM4313
 DM4313'RECOVERY NOTE BY MN DEPT OF TRANSP 2022 (MJS)
 DM4313'2.2 MI (3.5 KM) NORTH OF NORTHFIELD, 0.7 MI (1.1 KM) NORTH ALONG TRUNK
 DM4313'HIGHWAY 3 FROM THE JUNCTION OF TRUNK HIGHWAY 3 AND COUNTY ROAD 47 IN
 DM4313'WATERFORD, AT TRUNK HIGHWAY 3 MILE POINT 15.7, 65.0 FT (19.8 M) WEST
 DM4313'OF TRUNK HIGHWAY 3, 25.0 FT (7.6 M) NORTH OF 315TH STREET WEST, 7.0 FT
 DM4313'(2.1 M) EAST OF A POWER POLE WITH AN ANCHOR, 1.0 FT (0.3 M) EAST OF A
 DM4313'WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DM4310 ***********************************************************************
 DM4310  DESIGNATION -  1920 P
 DM4310  PID         -  DM4310
 DM4310  STATE/COUNTY-  MN/DAKOTA
 DM4310  COUNTRY     -  US
 DM4310  USGS QUAD   -  CASTLE ROCK (2019)
 DM4310
 DM4310                         *CURRENT SURVEY CONTROL
 DM4310  ______________________________________________________________________
 DM4310* NAD 83(1986) POSITION- 44 30 23.57   (N) 093 08 43.14   (W)   HD_HELD1
 DM4310* NAVD 88 ORTHO HEIGHT -   283.217 (meters)      929.19  (feet) ADJUSTED
 DM4310  ______________________________________________________________________
 DM4310  GEOID HEIGHT    -        -28.412 (meters)                     GEOID18
 DM4310  DYNAMIC HEIGHT  -        283.184 (meters)      929.08  (feet) COMP
 DM4310  MODELED GRAVITY -    980,492.0   (mgal)                       NAVD 88
 DM4310
 DM4310  VERT ORDER      -  SECOND    CLASS I
 DM4310
 DM4310.The horizontal coordinates were determined by differentially corrected
 DM4310.hand held GPS observations or other comparable positioning techniques
 DM4310.and have an estimated accuracy of +/- 3 meters.
 DM4310
 DM4310.The orthometric height was determined by differential leveling and
 DM4310.adjusted by the NATIONAL GEODETIC SURVEY
 DM4310.in September 2016.
 DM4310
 DM4310.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM4310.GEOID18 height accuracy estimate available here.
 DM4310
 DM4310.Click photographs - Photos may exist for this station.
 DM4310
 DM4310.The dynamic height is computed by dividing the NAVD 88
 DM4310.geopotential number by the normal gravity value computed on the
 DM4310.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM4310.degrees latitude (g = 980.6199 gals.).
 DM4310
 DM4310.The modeled gravity was interpolated from observed gravity values.
 DM4310
 DM4310;                    North         East    Units  Estimated Accuracy
 DM4310;SPC MN S     -   267,749.7     867,958.4     MT  (+/- 3 meters HH1 GPS) 
 DM4310
 DM4310_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK8844828146(NAD 83)
 DM4310
 DM4310                          SUPERSEDED SURVEY CONTROL
 DM4310
 DM4310  NAVD 88 (02/28/11)  283.210  (m)          929.16   (f) SUPERSEDED  2 1
 DM4310
 DM4310.Superseded values are not recommended for survey control.
 DM4310
 DM4310.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DM4310.See file dsdata.pdf to determine how the superseded data were derived.
 DM4310
 DM4310_MARKER: DH = HORIZONTAL CONTROL DISK
 DM4310_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DM4310_STAMPING: 1920 P 1992
 DM4310_MARK LOGO: MNDT
 DM4310_PROJECTION: FLUSH
 DM4310_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DM4310_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DM4310_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DM4310+SATELLITE: SATELLITE OBSERVATIONS - October 25, 2022
 DM4310_ROD/PIPE-DEPTH: 4.0 meters
 DM4310
 DM4310  HISTORY     - Date     Condition        Report By
 DM4310  HISTORY     - 1992     MONUMENTED       MNDT
 DM4310  HISTORY     - 20111004 GOOD             MNDT
 DM4310  HISTORY     - 20141030 GOOD             MNDT
 DM4310  HISTORY     - 20221025 GOOD             MNDT
 DM4310
 DM4310                          STATION DESCRIPTION
 DM4310
 DM4310'DESCRIBED BY MN DEPT OF TRANSP 1992 (BAL)
 DM4310'THE MARK IS 3.5 MI (5.6 KM) NORTH OF NORTHFIELD, 1.8 MI (2.9 KM) NORTH
 DM4310'ALONG TRUNK HIGHWAY 3 FROM THE JUNCTION TRUNK HIGHWAY 3 AND CO ROAD 47
 DM4310'IN WATERFORD.
 DM4310'
 DM4310'IT IS 71 FT (21.6 M) EAST OF TRUNK HIGHWAY 3, 200 FT (61.0 M) SOUTH OF
 DM4310'HOUSE NO 30563, 4 FT (1.2 M) NORTH OF A POWER POLE WITH TWO ANCHORS
 DM4310'AND 1 FT (0.3 M) WEST OF A WITNESS POST.
 DM4310
 DM4310                          STATION RECOVERY (2011)
 DM4310
 DM4310'RECOVERY NOTE BY MN DEPT OF TRANSP 2011 (MAS)
 DM4310'3.5 MI (5.6 KM) NORTH OF NORTHFIELD, 1.8 MI (2.9 KM) NORTH ALONG TRUNK
 DM4310'HIGHWAY 3  FROM THE JUNCTION OF TRUNK HIGHWAY 3 AND COUNTY ROAD 47 IN
 DM4310'WATERFORD, AT TRUNK HIGHWAY 3 MILE POINT 16.7, 71 FT (21.6 M) EAST OF
 DM4310'TRUNK HIGHWAY 3, 200 FT (61.0 M) SOUTH OF DRIVEWAY NUMBER 30563
 DM4310'EXTENDED, 4 FT (1.2 M) NORTH OF POWER POLE WITH TWO ANCHORS, 1.0 FT
 DM4310'(0.3 M) WEST OF A WITNESS POST.
 DM4310
 DM4310                          STATION RECOVERY (2014)
 DM4310
 DM4310'RECOVERY NOTE BY MN DEPT OF TRANSP 2014 (MAS)
 DM4310'RECOVERED AS DESCRIBED.
 DM4310
 DM4310                          STATION RECOVERY (2022)
 DM4310
 DM4310'RECOVERY NOTE BY MN DEPT OF TRANSP 2022 (MJS)
 DM4310'3.5 MI (5.6 KM) NORTH OF NORTHFIELD, 1.8 MI (2.9 KM) NORTH ALONG TRUNK
 DM4310'HIGHWAY 3 FROM THE JUNCTION OF TRUNK HIGHWAY 3 AND COUNTY ROAD 47 IN
 DM4310'WATERFORD, AT TRUNK HIGHWAY 3 MILE POINT 16.7, 71.0 FT (21.6 M) EAST
 DM4310'OF TRUNK HIGHWAY 3, 200.0 FT (61.0 M) SOUTH OF DRIVEWAY NUMBER 30563
 DM4310'EXTENDED, 4.0 FT (1.2 M) NORTH OF A POWER POLE WITH TWO ANCHORS, 1.0
 DM4310'FT (0.3 M) WEST OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DM4307 ***********************************************************************
 DM4307  DESIGNATION -  1920 Q
 DM4307  PID         -  DM4307
 DM4307  STATE/COUNTY-  MN/DAKOTA
 DM4307  COUNTRY     -  US
 DM4307  USGS QUAD   -  CASTLE ROCK (2019)
 DM4307
 DM4307                         *CURRENT SURVEY CONTROL
 DM4307  ______________________________________________________________________
 DM4307* NAD 83(2011) POSITION- 44 30 53.99297(N) 093 08 42.87010(W)   ADJUSTED
 DM4307* NAD 83(2011) ELLIP HT-   252.493 (meters)        (06/26/14)   ADJUSTED
 DM4307* NAD 83(2011) EPOCH   -  2010.00
 DM4307* NAVD 88 ORTHO HEIGHT -   280.888 (meters)      921.55  (feet) ADJUSTED
 DM4307  ______________________________________________________________________
 DM4307  GEOID HEIGHT    -        -28.401 (meters)                     GEOID18
 DM4307  NAD 83(2011) X  -   -249,959.860 (meters)                     COMP
 DM4307  NAD 83(2011) Y  - -4,548,857.510 (meters)                     COMP
 DM4307  NAD 83(2011) Z  -  4,449,253.773 (meters)                     COMP
 DM4307  LAPLACE CORR    -         -9.23  (seconds)                    DEFLEC18
 DM4307  DYNAMIC HEIGHT  -        280.855 (meters)      921.44  (feet) COMP
 DM4307  MODELED GRAVITY -    980,492.7   (mgal)                       NAVD 88
 DM4307
 DM4307  VERT ORDER      -  SECOND    CLASS I
 DM4307
 DM4307  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DM4307  Standards:
 DM4307         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DM4307            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DM4307  -------------------------------------------------------------------
 DM4307  NETWORK    0.31   0.53           0.14   0.11   0.27      0.01525749
 DM4307  -------------------------------------------------------------------
 DM4307  Click here for local accuracies and other accuracy information.
 DM4307
 DM4307.The horizontal coordinates were established by GPS observations
 DM4307.and adjusted by the MN DEPT OF TRANSP in June 2014.
 DM4307
 DM4307.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DM4307.been affixed to the stable North American tectonic plate. See 
 DM4307.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DM4307
 DM4307.The horizontal coordinates are valid at the epoch date displayed above
 DM4307.which is a decimal equivalence of Year/Month/Day.
 DM4307
 DM4307.The orthometric height was determined by differential leveling and
 DM4307.adjusted by the NATIONAL GEODETIC SURVEY
 DM4307.in February 2011.
 DM4307
 DM4307.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM4307.GEOID18 height accuracy estimate available here.
 DM4307
 DM4307.Click photographs - Photos may exist for this station.
 DM4307
 DM4307.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DM4307
 DM4307.The Laplace correction was computed from DEFLEC18 derived deflections.
 DM4307
 DM4307.The ellipsoidal height was determined by GPS observations
 DM4307.and is referenced to NAD 83.
 DM4307
 DM4307.The dynamic height is computed by dividing the NAVD 88
 DM4307.geopotential number by the normal gravity value computed on the
 DM4307.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM4307.degrees latitude (g = 980.6199 gals.).
 DM4307
 DM4307.The modeled gravity was interpolated from observed gravity values.
 DM4307
 DM4307. The following values were computed from the NAD 83(2011) position.
 DM4307
 DM4307;                    North         East     Units Scale Factor Converg.
 DM4307;SPC MN S     -   268,688.741   867,954.590   MT  0.99992207   +0 35 56.8
 DM4307;SPC MN S     -   881,522.98  2,847,614.35   sFT  0.99992207   +0 35 56.8
 DM4307;UTM  15      - 4,929,085.386   488,456.572   MT  0.99960164   -0 06 06.6
 DM4307
 DM4307!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DM4307!SPC MN S     -   0.99996041  x   0.99992207  =   0.99988248
 DM4307!UTM  15      -   0.99996041  x   0.99960164  =   0.99956207
 DM4307
 DM4307:                Primary Azimuth Mark                     Grid Az
 DM4307:SPC MN S     -  1920 D                                   179 55 19.1
 DM4307:UTM  15      -  1920 D                                   180 37 22.5
 DM4307
 DM4307_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK8845629085(NAD 83)
 DM4307
 DM4307|---------------------------------------------------------------------|
 DM4307| PID    Reference Object                     Distance      Geod. Az  |
 DM4307|                                                           dddmmss.s |
 DM4307| DM4311 1920 D                              APPROX. 1.5 KM 1803115.9 |
 DM4307|---------------------------------------------------------------------|
 DM4307
 DM4307                          SUPERSEDED SURVEY CONTROL
 DM4307
 DM4307.No superseded survey control is available for this station.
 DM4307
 DM4307_MARKER: DH = HORIZONTAL CONTROL DISK
 DM4307_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DM4307_STAMPING: 1920 Q 1992
 DM4307_MARK LOGO: MNDT
 DM4307_PROJECTION: RECESSED 3 CENTIMETERS
 DM4307_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DM4307_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DM4307_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DM4307+SATELLITE: SATELLITE OBSERVATIONS - October 25, 2022
 DM4307_ROD/PIPE-DEPTH: 14.3 meters
 DM4307
 DM4307  HISTORY     - Date     Condition        Report By
 DM4307  HISTORY     - 19920120 MONUMENTED       MNDT
 DM4307  HISTORY     - 20111031 GOOD             MNDT
 DM4307  HISTORY     - 20141030 GOOD             MNDT
 DM4307  HISTORY     - 20150624 GOOD             MNDT
 DM4307  HISTORY     - 20221025 GOOD             MNDT
 DM4307
 DM4307                          STATION DESCRIPTION
 DM4307
 DM4307'DESCRIBED BY MN DEPT OF TRANSP 1992 (BAL)
 DM4307'THE MARK IS 3.75 MI (6.0 KM) NORTH OF NORTHFIELD, 2.3 MI (3.7 KM)
 DM4307'NORTH ALONG TRUNK HIGHWAY 3 FROM THE JUNCTION CO ROAD 47 IN WATERFORD,
 DM4307'IN NE CORNER OF THE JUNCTION TRUNK HIGHWAY 3 AND 300TH ST WEST.
 DM4307'
 DM4307'IT IS 71 FT (21.6 M) EAST OF TRUNK HIGHWAY 3, 42 FT (12.8 M) NORTH OF
 DM4307'300TH ST WEST, 10 FT (3.0 M) NORTH OF A POWER POLE, 1.0 FT (0.3 M)
 DM4307'WEST OF A WITNESS POST.
 DM4307
 DM4307                          STATION RECOVERY (2011)
 DM4307
 DM4307'RECOVERY NOTE BY MN DEPT OF TRANSP 2011 (AXL)
 DM4307'3.75 MILES NORTH OF NORTHFIELD, 2.3 MILES NORTH ALONG TRUNK HIGHWAY 3
 DM4307'FROM JUNCTION OF TRUNK HIGHWAY 3 AND COUNTY ROAD 47 IN WATERFORD, AT
 DM4307'TRUNK HIGHWAY 3 MILEPOINT 17.25, IN NORTHEAST QUADRANT OF JUNCTION OF
 DM4307'TRUNK HIGHWAY 3 AND 300TH STREET WEST, 71 FEET EAST OF TRUNK HIGHWAY
 DM4307'3, 42 FEET NORTH OF 300TH STREET WEST, 10 FEET NORTH OF POWER POLE,
 DM4307'0.8 FOOT WEST OF WITNESS POST.
 DM4307
 DM4307                          STATION RECOVERY (2014)
 DM4307
 DM4307'RECOVERY NOTE BY MN DEPT OF TRANSP 2014 (MAS)
 DM4307'RECOVERED AS DESCRIBED.
 DM4307
 DM4307                          STATION RECOVERY (2015)
 DM4307
 DM4307'RECOVERY NOTE BY MN DEPT OF TRANSP 2015 (DXS)
 DM4307'3.75 MILES NORTH OF NORTHFIELD, 2.3 MILES NORTH ALONG TRUNK HIGHWAY 3
 DM4307'FROM JUNCTION OF TRUNK HIGHWAY 3 AND COUNTY ROAD 47 IN WATERFORD, AT
 DM4307'TRUNK HIGHWAY 3 MILEPOINT 17.25, IN NORTHEAST QUADRANT OF JUNCTION OF
 DM4307'TRUNK HIGHWAY 3 AND 300TH STREET WEST, 71 FEET EAST OF TRUNK HIGHWAY
 DM4307'3, 42 FEET NORTH OF 300TH STREET WEST, 10 FEET NORTH OF POWER POLE,
 DM4307'0.8 FOOT WEST OF WITNESS POST.
 DM4307
 DM4307                          STATION RECOVERY (2022)
 DM4307
 DM4307'RECOVERY NOTE BY MN DEPT OF TRANSP 2022 (MJS)
 DM4307'3.75 MI (6.03 KM) NORTH OF NORTHFIELD, 2.3 MI (3.7 KM) NORTH ALONG
 DM4307'TRUNK HIGHWAY 3 FROM THE JUNCTION OF TRUNK HIGHWAY 3 AND COUNTY ROAD
 DM4307'47 IN WATERFORD, AT TRUNK HIGHWAY 3 MILE POINT 17.25, IN THE NORTHEAST
 DM4307'QUADRANT OF THE JUNCTION OF TRUNK HIGHWAY 3 AND 300TH STREET WEST,
 DM4307'71.0 FT (21.6 M) EAST OF TRUNK HIGHWAY 3, 42.0 FT (12.8 M) NORTH OF
 DM4307'300TH STREET WEST, 10.0 FT (3.0 M) NORTH OF A POWER POLE, 0.8 FT (24
 DM4307'CM) WEST OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DM4305 ***********************************************************************
 DM4305  DESIGNATION -  1920 R
 DM4305  PID         -  DM4305
 DM4305  STATE/COUNTY-  MN/DAKOTA
 DM4305  COUNTRY     -  US
 DM4305  USGS QUAD   -  CASTLE ROCK (2019)
 DM4305
 DM4305                         *CURRENT SURVEY CONTROL
 DM4305  ______________________________________________________________________
 DM4305* NAD 83(1986) POSITION- 44 31 20.02   (N) 093 08 33.99   (W)   HD_HELD1
 DM4305* NAVD 88 ORTHO HEIGHT -   282.391 (meters)      926.48  (feet) ADJUSTED
 DM4305  ______________________________________________________________________
 DM4305  GEOID HEIGHT    -        -28.400 (meters)                     GEOID18
 DM4305  DYNAMIC HEIGHT  -        282.358 (meters)      926.37  (feet) COMP
 DM4305  MODELED GRAVITY -    980,493.1   (mgal)                       NAVD 88
 DM4305
 DM4305  VERT ORDER      -  SECOND    CLASS I
 DM4305
 DM4305.The horizontal coordinates were determined by differentially corrected
 DM4305.hand held GPS observations or other comparable positioning techniques
 DM4305.and have an estimated accuracy of +/- 3 meters.
 DM4305
 DM4305.The orthometric height was determined by differential leveling and
 DM4305.adjusted by the NATIONAL GEODETIC SURVEY
 DM4305.in September 2016.
 DM4305
 DM4305.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM4305.GEOID18 height accuracy estimate available here.
 DM4305
 DM4305.Click photographs - Photos may exist for this station.
 DM4305
 DM4305.The dynamic height is computed by dividing the NAVD 88
 DM4305.geopotential number by the normal gravity value computed on the
 DM4305.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM4305.degrees latitude (g = 980.6199 gals.).
 DM4305
 DM4305.The modeled gravity was interpolated from observed gravity values.
 DM4305
 DM4305;                    North         East    Units  Estimated Accuracy
 DM4305;SPC MN S     -   269,494.1     868,142.3     MT  (+/- 3 meters HH1 GPS) 
 DM4305
 DM4305_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK8865429888(NAD 83)
 DM4305
 DM4305                          SUPERSEDED SURVEY CONTROL
 DM4305
 DM4305  NAVD 88 (02/28/11)  282.389  (m)          926.47   (f) SUPERSEDED  2 1
 DM4305
 DM4305.Superseded values are not recommended for survey control.
 DM4305
 DM4305.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DM4305.See file dsdata.pdf to determine how the superseded data were derived.
 DM4305
 DM4305_MARKER: DH = HORIZONTAL CONTROL DISK
 DM4305_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DM4305_STAMPING: 1920 R 1992
 DM4305_MARK LOGO: MNDT
 DM4305_PROJECTION: RECESSED 3 CENTIMETERS
 DM4305_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DM4305_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DM4305_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DM4305+SATELLITE: SATELLITE OBSERVATIONS - October 25, 2022
 DM4305_ROD/PIPE-DEPTH: 15.5 meters
 DM4305
 DM4305  HISTORY     - Date     Condition        Report By
 DM4305  HISTORY     - 1992     MONUMENTED       MNDT
 DM4305  HISTORY     - 20141030 GOOD             MNDT
 DM4305  HISTORY     - 20221025 GOOD             MNDT
 DM4305
 DM4305                          STATION DESCRIPTION
 DM4305
 DM4305'DESCRIBED BY MN DEPT OF TRANSP 1992 (BAL)
 DM4305'THE MARK IS 4.25 MI (6.8 KM) NORTH OF NORTHFIELD, 2.8 MI (4.5 KM)
 DM4305'NORTH ALONG TRUNK HIGHWAY 3 FROM THE JUNCTION CO ROAD 47 IN WATERFORD,
 DM4305'0.5 MI (0.8 KM) NORTH OF CHUBB CK.
 DM4305'
 DM4305'IT IS 65 FT (19.8 M) WEST OF TRUNK HIGHWAY 3, 116 FT (35.4 M) SOUTH OF
 DM4305'THE SOUTHEAST CORNER OF HOUSE NO 29479, 20 FT (6.1 M) SOUTH OF P-POLE,
 DM4305'(ON LINE WITH POLES), 1 FT (0.3 M) EAST OF A WITNESS POST.
 DM4305
 DM4305                          STATION RECOVERY (2014)
 DM4305
 DM4305'RECOVERY NOTE BY MN DEPT OF TRANSP 2014 (KMS)
 DM4305'RECOVERED AS DESCRIBED.
 DM4305
 DM4305                          STATION RECOVERY (2022)
 DM4305
 DM4305'RECOVERY NOTE BY MN DEPT OF TRANSP 2022 (MJS)
 DM4305'4.25 MI (6.84 KM) NORTH OF NORTHFIELD, 2.8 MI (4.5 KM) NORTH ALONG
 DM4305'TRUNK HIGHWAY 3 FROM THE JUNCTION OF TRUNK HIGHWAY 3 AND COUNTY ROAD
 DM4305'47 IN WATERFORD AT TRUNK HIGHWAY 3 MILE POINT 17.78, 65.0 FT (19.8 M)
 DM4305'WEST OF TRUNK HIGHWAY 3, 116.0 FT (35.4 M) SOUTH OF THE SOUTHEAST
 DM4305'CORNER OF HOUSE NUMBER 29479, 20.0 FT (6.1 M) SOUTH OF A POWER POLE,
 DM4305'0.9 FT (27 CM) EAST OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DM4302 ***********************************************************************
 DM4302  DESIGNATION -  1920 S
 DM4302  PID         -  DM4302
 DM4302  STATE/COUNTY-  MN/DAKOTA
 DM4302  COUNTRY     -  US
 DM4302  USGS QUAD   -  CASTLE ROCK (2019)
 DM4302
 DM4302                         *CURRENT SURVEY CONTROL
 DM4302  ______________________________________________________________________
 DM4302* NAD 83(2011) POSITION- 44 31 43.50497(N) 093 08 15.29672(W)   ADJUSTED
 DM4302* NAD 83(2011) ELLIP HT-   253.659 (meters)        (09/11/15)   ADJUSTED
 DM4302* NAD 83(2011) EPOCH   -  2010.00
 DM4302* NAVD 88 ORTHO HEIGHT -   282.049 (meters)      925.36  (feet) ADJUSTED
 DM4302  ______________________________________________________________________
 DM4302  GEOID HEIGHT    -        -28.410 (meters)                     GEOID18
 DM4302  NAD 83(2011) X  -   -249,293.158 (meters)                     COMP
 DM4302  NAD 83(2011) Y  - -4,547,821.659 (meters)                     COMP
 DM4302  NAD 83(2011) Z  -  4,450,344.288 (meters)                     COMP
 DM4302  LAPLACE CORR    -         -9.57  (seconds)                    DEFLEC18
 DM4302  DYNAMIC HEIGHT  -        282.016 (meters)      925.25  (feet) COMP
 DM4302  MODELED GRAVITY -    980,493.2   (mgal)                       NAVD 88
 DM4302
 DM4302  VERT ORDER      -  SECOND    CLASS I
 DM4302
 DM4302  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DM4302  Standards:
 DM4302         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DM4302            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DM4302  -------------------------------------------------------------------
 DM4302  NETWORK    0.69   1.74           0.30   0.25   0.89      0.28723269
 DM4302  -------------------------------------------------------------------
 DM4302  Click here for local accuracies and other accuracy information.
 DM4302
 DM4302.The horizontal coordinates were established by GPS observations
 DM4302.and adjusted by the MN DEPT OF TRANSP in September 2015.
 DM4302
 DM4302.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DM4302.been affixed to the stable North American tectonic plate. See 
 DM4302.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DM4302
 DM4302.The horizontal coordinates are valid at the epoch date displayed above
 DM4302.which is a decimal equivalence of Year/Month/Day.
 DM4302
 DM4302.The orthometric height was determined by differential leveling and
 DM4302.adjusted by the NATIONAL GEODETIC SURVEY
 DM4302.in September 2016.
 DM4302
 DM4302.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM4302.GEOID18 height accuracy estimate available here.
 DM4302
 DM4302.Click photographs - Photos may exist for this station.
 DM4302
 DM4302.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DM4302
 DM4302.The Laplace correction was computed from DEFLEC18 derived deflections.
 DM4302
 DM4302.The ellipsoidal height was determined by GPS observations
 DM4302.and is referenced to NAD 83.
 DM4302
 DM4302.The dynamic height is computed by dividing the NAVD 88
 DM4302.geopotential number by the normal gravity value computed on the
 DM4302.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM4302.degrees latitude (g = 980.6199 gals.).
 DM4302
 DM4302.The modeled gravity was interpolated from observed gravity values.
 DM4302
 DM4302. The following values were computed from the NAD 83(2011) position.
 DM4302
 DM4302;                    North         East     Units Scale Factor Converg.
 DM4302;SPC MN S     -   270,223.237   868,547.368   MT  0.99992215   +0 36 16.2
 DM4302;SPC MN S     -   886,557.40  2,849,559.16   sFT  0.99992215   +0 36 16.2
 DM4302;UTM  15      - 4,930,612.025   489,067.883   MT  0.99960147   -0 05 47.3
 DM4302
 DM4302!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DM4302!SPC MN S     -   0.99996023  x   0.99992215  =   0.99988238
 DM4302!UTM  15      -   0.99996023  x   0.99960147  =   0.99956171
 DM4302
 DM4302_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK8906730612(NAD 83)
 DM4302
 DM4302                          SUPERSEDED SURVEY CONTROL
 DM4302
 DM4302  NAVD 88 (02/28/11)  282.042  (m)          925.33   (f) SUPERSEDED  2 1
 DM4302
 DM4302.Superseded values are not recommended for survey control.
 DM4302
 DM4302.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DM4302.See file dsdata.pdf to determine how the superseded data were derived.
 DM4302
 DM4302_MARKER: DV = VERTICAL CONTROL DISK
 DM4302_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DM4302_STAMPING: 1920 S 1992
 DM4302_MARK LOGO: MNDT
 DM4302_PROJECTION: RECESSED 5 CENTIMETERS
 DM4302_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DM4302_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DM4302_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DM4302+SATELLITE: SATELLITE OBSERVATIONS - October 25, 2022
 DM4302_ROD/PIPE-DEPTH: 9.4 meters
 DM4302
 DM4302  HISTORY     - Date     Condition        Report By
 DM4302  HISTORY     - 19920120 MONUMENTED       MNDT
 DM4302  HISTORY     - 20141030 GOOD             MNDT
 DM4302  HISTORY     - 20150624 GOOD             MNDT
 DM4302  HISTORY     - 20221025 GOOD             MNDT
 DM4302
 DM4302                          STATION DESCRIPTION
 DM4302
 DM4302'DESCRIBED BY MN DEPT OF TRANSP 1992 (BAL)
 DM4302'THE MARK IS 4.5 MI (7.2 KM) NORTH OF NORTHFIELD, 3 MI (4.8 KM) NORTH
 DM4302'ALONG TRUNK HIGHWAY 3 FROM THE JUNCTION CO ROAD 47 IN WATERFORD.
 DM4302'
 DM4302'IT IS 68 FT (20.7 M) EAST TRUNK HIGHWAY 3, 179 FT (54.6 M) SOUTH OF
 DM4302'ENTRANCE TO HOUSE NO 29020, 100 FT (30.5 M) SOUTH OF POWER POLE, 1.5
 DM4302'FT (0.5 M) WEST OF WOOD FENCE CORNER, 1 FT (0.3 M) WEST OF A WITNESS
 DM4302'POST.
 DM4302
 DM4302                          STATION RECOVERY (2014)
 DM4302
 DM4302'RECOVERY NOTE BY MN DEPT OF TRANSP 2014 (KMS)
 DM4302'RECOVERED AS DESCRIBED.
 DM4302
 DM4302                          STATION RECOVERY (2015)
 DM4302
 DM4302'RECOVERY NOTE BY MN DEPT OF TRANSP 2015 (KXS)
 DM4302'4.5 MILES NORTH OF NORTHFIELD, 3.0 MILES NORTH ALONG TRUNK HIGHWAY 3
 DM4302'AT MILEPOINT 18.31 FROM JUNCTION OF TRUNK HIGHWAY 3 AND COUNTY ROAD 47
 DM4302'IN WATERFORD, 68 FEET EAST OF TRUNK HIGHWAY 3, 179 FEET SOUTH OF DRIVE
 DM4302'WAY TO HOUSE NUMBER 29020, 100 FEET SOUTH OF POWER POLE, 1.5 FEET WEST
 DM4302'OF WOOD POST, 1.0 FOOT WEST OF WITNESS POST.
 DM4302
 DM4302                          STATION RECOVERY (2022)
 DM4302
 DM4302'RECOVERY NOTE BY MN DEPT OF TRANSP 2022 (MJS)
 DM4302'4.5 MI (7.2 KM) NORTH OF NORTHFIELD, 3.0 MI (4.8 KM) NORTH ALONG TRUNK
 DM4302'HIGHWAY 3 AT MILE POINT 18.31 FROM THE JUNCTION OF TRUNK HIGHWAY 3 AND
 DM4302'COUNTY ROAD 47 IN WATERFORD, 68.0 FT (20.7 M) EAST OF TRUNK HIGHWAY 3,
 DM4302'179.0 FT (54.6 M) SOUTH OF A DRIVEWAY TO HOUSE NUMBER 29020, 100.0 FT
 DM4302'(30.5 M) SOUTH OF A POWER POLE, 1.5 FT (0.5 M) WEST OF A WOODEN POST,
 DM4302'1.0 FT (0.3 M) WEST OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DM4301 ***********************************************************************
 DM4301  DESIGNATION -  1920 T
 DM4301  PID         -  DM4301
 DM4301  STATE/COUNTY-  MN/DAKOTA
 DM4301  COUNTRY     -  US
 DM4301  USGS QUAD   -  CASTLE ROCK (2019)
 DM4301
 DM4301                         *CURRENT SURVEY CONTROL
 DM4301  ______________________________________________________________________
 DM4301* NAD 83(1986) POSITION- 44 32 05.28   (N) 093 08 10.99   (W)   HD_HELD1
 DM4301* NAVD 88 ORTHO HEIGHT -   280.330 (meters)      919.72  (feet) ADJUSTED
 DM4301  ______________________________________________________________________
 DM4301  GEOID HEIGHT    -        -28.405 (meters)                     GEOID18
 DM4301  DYNAMIC HEIGHT  -        280.297 (meters)      919.61  (feet) COMP
 DM4301  MODELED GRAVITY -    980,493.6   (mgal)                       NAVD 88
 DM4301
 DM4301  VERT ORDER      -  SECOND    CLASS I
 DM4301
 DM4301.The horizontal coordinates were determined by differentially corrected
 DM4301.hand held GPS observations or other comparable positioning techniques
 DM4301.and have an estimated accuracy of +/- 3 meters.
 DM4301
 DM4301.The orthometric height was determined by differential leveling and
 DM4301.adjusted by the NATIONAL GEODETIC SURVEY
 DM4301.in September 2016.
 DM4301
 DM4301.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM4301.GEOID18 height accuracy estimate available here.
 DM4301
 DM4301.Click photographs - Photos may exist for this station.
 DM4301
 DM4301.The dynamic height is computed by dividing the NAVD 88
 DM4301.geopotential number by the normal gravity value computed on the
 DM4301.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM4301.degrees latitude (g = 980.6199 gals.).
 DM4301
 DM4301.The modeled gravity was interpolated from observed gravity values.
 DM4301
 DM4301;                    North         East    Units  Estimated Accuracy
 DM4301;SPC MN S     -   270,896.3     868,635.3     MT  (+/- 3 meters HH1 GPS) 
 DM4301
 DM4301_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK8916431283(NAD 83)
 DM4301
 DM4301                          SUPERSEDED SURVEY CONTROL
 DM4301
 DM4301  NAVD 88 (02/28/11)  280.328  (m)          919.71   (f) SUPERSEDED  2 1
 DM4301
 DM4301.Superseded values are not recommended for survey control.
 DM4301
 DM4301.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DM4301.See file dsdata.pdf to determine how the superseded data were derived.
 DM4301
 DM4301_MARKER: DV = VERTICAL CONTROL DISK
 DM4301_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DM4301_STAMPING: 1920 T 1992
 DM4301_MARK LOGO: MNDT
 DM4301_PROJECTION: RECESSED 5 CENTIMETERS
 DM4301_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DM4301_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DM4301_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DM4301+SATELLITE: SATELLITE OBSERVATIONS - October 25, 2022
 DM4301_ROD/PIPE-DEPTH: 9.4 meters
 DM4301
 DM4301  HISTORY     - Date     Condition        Report By
 DM4301  HISTORY     - 1992     MONUMENTED       MNDT
 DM4301  HISTORY     - 20141030 GOOD             MNDT
 DM4301  HISTORY     - 20221025 GOOD             MNDT
 DM4301
 DM4301                          STATION DESCRIPTION
 DM4301
 DM4301'DESCRIBED BY MN DEPT OF TRANSP 1992 (BAL)
 DM4301'THE MARK IS 5.0 MI (8.0 KM) NORTH OF NORTHFILED, 3.5 MI (5.6 KM) NORTH
 DM4301'ALONG TRUNK HIGHWAY 3 FROM THE JUNCTION CO ROAD 47 IN WATERFORD.
 DM4301'
 DM4301'IT IS 73 FT (22.3 M) EAST OF TRUNK HIGHWAY 3 26 FT (7.9 M) SOUTH OF
 DM4301'ENTANCE TO HOUSE NO 28626, 3 FT (0.9 M) EAST OF POWER POLE WITH
 DM4301'ANCHOR, 1 FT (0.3 M) WEST OF A WITNESS POST.
 DM4301
 DM4301                          STATION RECOVERY (2014)
 DM4301
 DM4301'RECOVERY NOTE BY MN DEPT OF TRANSP 2014 (KMS)
 DM4301'RECOVERED AS DESCRIBED.
 DM4301
 DM4301                          STATION RECOVERY (2022)
 DM4301
 DM4301'RECOVERY NOTE BY MN DEPT OF TRANSP 2022 (MJS)
 DM4301'5.0 MI (8.0 KM) NORTH OF NORTHFIELD, 3.5 MI (5.6 KM) NORTH ALONG TRUNK
 DM4301'HIGHWAY 3 AT MILE POINT 18.73 FROM THE JUNCTION OF TRUNK HIGHWAY 3 AND
 DM4301'COUNTY ROAD 47 (IN WATERFORD), 73.0 FT (22.3 M) EAST OF TRUNK HIGHWAY
 DM4301'3, 26.0 FT (7.9 M) SOUTH OF A DRIVE TO HOUSE NUMBER 28620, 3.0 FT (0.9
 DM4301'M) EAST OF A POWER POLE WITH AN ANCHOR, 1.2 FT (0.4 M) WEST OF A
 DM4301'WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DM4296 ***********************************************************************
 DM4296  DESIGNATION -  1920 U
 DM4296  PID         -  DM4296
 DM4296  STATE/COUNTY-  MN/DAKOTA
 DM4296  COUNTRY     -  US
 DM4296  USGS QUAD   -  CASTLE ROCK (2019)
 DM4296
 DM4296                         *CURRENT SURVEY CONTROL
 DM4296  ______________________________________________________________________
 DM4296* NAD 83(1986) POSITION- 44 32 41.56   (N) 093 08 13.14   (W)   HD_HELD1
 DM4296* NAVD 88 ORTHO HEIGHT -   288.860 (meters)      947.70  (feet) ADJUSTED
 DM4296  ______________________________________________________________________
 DM4296  GEOID HEIGHT    -        -28.385 (meters)                     GEOID18
 DM4296  DYNAMIC HEIGHT  -        288.827 (meters)      947.59  (feet) COMP
 DM4296  MODELED GRAVITY -    980,494.6   (mgal)                       NAVD 88
 DM4296
 DM4296  VERT ORDER      -  SECOND    CLASS I
 DM4296
 DM4296.The horizontal coordinates were determined by differentially corrected
 DM4296.hand held GPS observations or other comparable positioning techniques
 DM4296.and have an estimated accuracy of +/- 3 meters.
 DM4296
 DM4296.The orthometric height was determined by differential leveling and
 DM4296.adjusted by the NATIONAL GEODETIC SURVEY
 DM4296.in February 2011.
 DM4296
 DM4296.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM4296.GEOID18 height accuracy estimate available here.
 DM4296
 DM4296.Click photographs - Photos may exist for this station.
 DM4296
 DM4296.The dynamic height is computed by dividing the NAVD 88
 DM4296.geopotential number by the normal gravity value computed on the
 DM4296.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM4296.degrees latitude (g = 980.6199 gals.).
 DM4296
 DM4296.The modeled gravity was interpolated from observed gravity values.
 DM4296
 DM4296;                    North         East    Units  Estimated Accuracy
 DM4296;SPC MN S     -   272,015.5     868,576.1     MT  (+/- 3 meters HH1 GPS) 
 DM4296
 DM4296_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK8911832403(NAD 83)
 DM4296
 DM4296                          SUPERSEDED SURVEY CONTROL
 DM4296
 DM4296.No superseded survey control is available for this station.
 DM4296
 DM4296_MARKER: DV = VERTICAL CONTROL DISK
 DM4296_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DM4296_STAMPING: 1920 U 1992
 DM4296_MARK LOGO: MNDT
 DM4296_PROJECTION: RECESSED 5 CENTIMETERS
 DM4296_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DM4296_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DM4296_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DM4296+SATELLITE: SATELLITE OBSERVATIONS - October 28, 2022
 DM4296_ROD/PIPE-DEPTH: 8.5 meters
 DM4296
 DM4296  HISTORY     - Date     Condition        Report By
 DM4296  HISTORY     - 1992     MONUMENTED       MNDT
 DM4296  HISTORY     - 20141030 GOOD             MNDT
 DM4296  HISTORY     - 20221028 GOOD             MNDT
 DM4296
 DM4296                          STATION DESCRIPTION
 DM4296
 DM4296'DESCRIBED BY MN DEPT OF TRANSP 1992 (BAL)
 DM4296'THE MARK IS 6 MILES (9.7 KM) SOUTH OF FARMINGTON, 5.9 MILES (9.5 KM)
 DM4296'SOUTH ALONG TH 3 FROM JCT OF TH 50 EAST, 72 FT (21.9 M) WEST OF TH 3,
 DM4296'500 FT (152.4 M) NORTH OF 280TH ST, 64 FT (19.5 M) NE OF NE CORNER
 DM4296'POLYTEX CO BUILDING, 2 FT (0.6 M) SOUTH OF FENCE CORNER, 1 FT (0.3 M)
 DM4296'EAST OF WITNESS POST.
 DM4296
 DM4296                          STATION RECOVERY (2014)
 DM4296
 DM4296'RECOVERY NOTE BY MN DEPT OF TRANSP 2014 (KMS)
 DM4296'RECOVERED AS DESCRIBED.
 DM4296
 DM4296                          STATION RECOVERY (2022)
 DM4296
 DM4296'RECOVERY NOTE BY MN DEPT OF TRANSP 2022 (MJS)
 DM4296'6.0 MI (9.7 KM) SOUTH OF FARMINGTON, 5.9 MI (9.5 KM) SOUTH ALONG TRUNK
 DM4296'HIGHWAY 3 AT MILE POINT 19.47 FROM THE JUNCTION OF TRUNK HIGHWAY 3 AND
 DM4296'TRUNK HIGHWAY 50 EAST, 72.0 FT (21.9 M) WEST OF TRUNK HIGHWAY 3, 64.0
 DM4296'FT (19.5 M) NORTHEAST OF THE NORTHEAST CORNER OF THE POLY-TEX COUNTY
 DM4296'BUILDING, 2.0 FT (0.6 M) SOUTH OF A FENCE CORNER, 1.0 FT (0.3 M) EAST
 DM4296'OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DM4295 ***********************************************************************
 DM4295  DESIGNATION -  1920 V
 DM4295  PID         -  DM4295
 DM4295  STATE/COUNTY-  MN/DAKOTA
 DM4295  COUNTRY     -  US
 DM4295  USGS QUAD   -  CASTLE ROCK (2019)
 DM4295
 DM4295                         *CURRENT SURVEY CONTROL
 DM4295  ______________________________________________________________________
 DM4295* NAD 83(1986) POSITION- 44 33 06.27   (N) 093 08 13.09   (W)   HD_HELD1
 DM4295* NAVD 88 ORTHO HEIGHT -   287.330 (meters)      942.68  (feet) ADJUSTED
 DM4295  ______________________________________________________________________
 DM4295  GEOID HEIGHT    -        -28.372 (meters)                     GEOID18
 DM4295  DYNAMIC HEIGHT  -        287.297 (meters)      942.57  (feet) COMP
 DM4295  MODELED GRAVITY -    980,495.2   (mgal)                       NAVD 88
 DM4295
 DM4295  VERT ORDER      -  SECOND    CLASS I
 DM4295
 DM4295.The horizontal coordinates were determined by differentially corrected
 DM4295.hand held GPS observations or other comparable positioning techniques
 DM4295.and have an estimated accuracy of +/- 3 meters.
 DM4295
 DM4295.The orthometric height was determined by differential leveling and
 DM4295.adjusted by the NATIONAL GEODETIC SURVEY
 DM4295.in September 2016.
 DM4295
 DM4295.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM4295.GEOID18 height accuracy estimate available here.
 DM4295
 DM4295.Click photographs - Photos may exist for this station.
 DM4295
 DM4295.The dynamic height is computed by dividing the NAVD 88
 DM4295.geopotential number by the normal gravity value computed on the
 DM4295.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM4295.degrees latitude (g = 980.6199 gals.).
 DM4295
 DM4295.The modeled gravity was interpolated from observed gravity values.
 DM4295
 DM4295;                    North         East    Units  Estimated Accuracy
 DM4295;SPC MN S     -   272,778.2     868,569.1     MT  (+/- 3 meters HH1 GPS) 
 DM4295
 DM4295_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK8912033165(NAD 83)
 DM4295
 DM4295                          SUPERSEDED SURVEY CONTROL
 DM4295
 DM4295  NAVD 88 (02/28/11)  287.325  (m)          942.67   (f) SUPERSEDED  2 1
 DM4295
 DM4295.Superseded values are not recommended for survey control.
 DM4295
 DM4295.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DM4295.See file dsdata.pdf to determine how the superseded data were derived.
 DM4295
 DM4295_MARKER: DV = VERTICAL CONTROL DISK
 DM4295_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 DM4295+WITH SETTING: INFORMATION.
 DM4295_STAMPING: 1920 V 1992
 DM4295_MARK LOGO: MNDT
 DM4295_PROJECTION: RECESSED 5 CENTIMETERS
 DM4295_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DM4295_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DM4295_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DM4295+SATELLITE: SATELLITE OBSERVATIONS - October 28, 2022
 DM4295_ROD/PIPE-DEPTH: 2.4 meters
 DM4295
 DM4295  HISTORY     - Date     Condition        Report By
 DM4295  HISTORY     - 1992     MONUMENTED       MNDT
 DM4295  HISTORY     - 20141030 GOOD             MNDT
 DM4295  HISTORY     - 20221028 GOOD             MNDT
 DM4295
 DM4295                          STATION DESCRIPTION
 DM4295
 DM4295'DESCRIBED BY MN DEPT OF TRANSP 1992 (BAL)
 DM4295'THE MARK IS 5.5 MILES (8.9 KM) SOUTH OF FARMINGTON ALONG TH 3 FROM JCT
 DM4295'TH 50 EAST, 66 FT (20.1 M) WEST OF TH 3 , 250 FT (76.2 M) NORTH OF
 DM4295'275TH ST WEST, 95 FT (29.0 M) NORTH OF ENTRANCE TO HOUSE NO 27472, 4
 DM4295'FT (1.2 M) EAST OF P-POLE WITH ANCHOR, 1 FT (0.3 M) EAST OF WITNESS
 DM4295'POST.  THE ROD WAS DRIVEN TO REFUSAL.
 DM4295
 DM4295                          STATION RECOVERY (2014)
 DM4295
 DM4295'RECOVERY NOTE BY MN DEPT OF TRANSP 2014 (KMS)
 DM4295'RECOVERED AS DESCRIBED.
 DM4295
 DM4295                          STATION RECOVERY (2022)
 DM4295
 DM4295'RECOVERY NOTE BY MN DEPT OF TRANSP 2022 (MJS)
 DM4295'5.5 MI (8.8 KM) SOUTH OF FARMINGTON, 5.5 MI (8.8 KM) SOUTH ALONG TRUNK
 DM4295'HIGHWAY 3 FROM THE JUNCTION OF TRUNK HIGHWAY 3 AND TRUNK HIGHWAY 50
 DM4295'EAST, AT TRUNK HIGHWAY 3 MILE POINT 27.95, 66.0 FT (20.1 M) WEST OF
 DM4295'TRUNK HIGHWAY 3, 250.0 FT (76.2 M) NORTH OF 275TH STREET WEST, 95.0 FT
 DM4295'(29.0 M) NORTH OF AN ENTRANCE TO HOUSE NUMBER 27472, 152.5 FT (46.5 M)
 DM4295'SOUTH OF A POWER POLE, 60.5 FT (18.4 M) NORTH OF A POWER POLE, 4.0 FT
 DM4295'(1.2 M) EAST OF A POWER POLE WITH AN ANCHOR, 1.0 FT (0.3 M) EAST OF A
 DM4295'WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DM4292 ***********************************************************************
 DM4292  DESIGNATION -  1920 W
 DM4292  PID         -  DM4292
 DM4292  STATE/COUNTY-  MN/DAKOTA
 DM4292  COUNTRY     -  US
 DM4292  USGS QUAD   -  CASTLE ROCK (2019)
 DM4292
 DM4292                         *CURRENT SURVEY CONTROL
 DM4292  ______________________________________________________________________
 DM4292* NAD 83(1986) POSITION- 44 34 05.33   (N) 093 08 11.47   (W)   HD_HELD1
 DM4292* NAVD 88 ORTHO HEIGHT -   290.989 (meters)      954.69  (feet) ADJUSTED
 DM4292  ______________________________________________________________________
 DM4292  GEOID HEIGHT    -        -28.341 (meters)                     GEOID18
 DM4292  DYNAMIC HEIGHT  -        290.956 (meters)      954.58  (feet) COMP
 DM4292  MODELED GRAVITY -    980,496.7   (mgal)                       NAVD 88
 DM4292
 DM4292  VERT ORDER      -  SECOND    CLASS I
 DM4292
 DM4292.The horizontal coordinates were determined by differentially corrected
 DM4292.hand held GPS observations or other comparable positioning techniques
 DM4292.and have an estimated accuracy of +/- 3 meters.
 DM4292
 DM4292.The orthometric height was determined by differential leveling and
 DM4292.adjusted by the NATIONAL GEODETIC SURVEY
 DM4292.in February 2011.
 DM4292
 DM4292.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM4292.GEOID18 height accuracy estimate available here.
 DM4292
 DM4292.Click photographs - Photos may exist for this station.
 DM4292
 DM4292.The dynamic height is computed by dividing the NAVD 88
 DM4292.geopotential number by the normal gravity value computed on the
 DM4292.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM4292.degrees latitude (g = 980.6199 gals.).
 DM4292
 DM4292.The modeled gravity was interpolated from observed gravity values.
 DM4292
 DM4292;                    North         East    Units  Estimated Accuracy
 DM4292;SPC MN S     -   274,601.3     868,585.6     MT  (+/- 3 meters HH1 GPS) 
 DM4292
 DM4292_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK8915934987(NAD 83)
 DM4292
 DM4292                          SUPERSEDED SURVEY CONTROL
 DM4292
 DM4292.No superseded survey control is available for this station.
 DM4292
 DM4292_MARKER: DV = VERTICAL CONTROL DISK
 DM4292_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DM4292_STAMPING: 1920 W 1992
 DM4292_MARK LOGO: MNDT
 DM4292_PROJECTION: RECESSED 3 CENTIMETERS
 DM4292_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DM4292_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DM4292_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DM4292+SATELLITE: SATELLITE OBSERVATIONS - October 28, 2022
 DM4292_ROD/PIPE-DEPTH: 4.9 meters
 DM4292
 DM4292  HISTORY     - Date     Condition        Report By
 DM4292  HISTORY     - 1992     MONUMENTED       MNDT
 DM4292  HISTORY     - 20141030 GOOD             MNDT
 DM4292  HISTORY     - 20221028 GOOD             MNDT
 DM4292
 DM4292                          STATION DESCRIPTION
 DM4292
 DM4292'DESCRIBED BY MN DEPT OF TRANSP 1992 (BAL)
 DM4292'THE MARK IS 4.25 MILES (6.84 KM) SOUTH ALONG TH 3 FROM JCT TH 50 EAST
 DM4292'IN FARMINGTON, 70 FT (21.3 M) EAST OF TH 3, 35 FT (10.7 M) NORTH OF
 DM4292'263RD ST, 3 FT (0.9 M) WEST OF P-POLE, 1 FT (0.3 M) WEST OF WITNESS
 DM4292'POST.
 DM4292
 DM4292                          STATION RECOVERY (2014)
 DM4292
 DM4292'RECOVERY NOTE BY MN DEPT OF TRANSP 2014 (KMS)
 DM4292'RECOVERED AS DESCRIBED.
 DM4292
 DM4292                          STATION RECOVERY (2022)
 DM4292
 DM4292'RECOVERY NOTE BY MN DEPT OF TRANSP 2022 (MJS)
 DM4292'4.25 MI (6.84 KM) SOUTH OF FARMINGTON, 4.25 MI (6.84 KM) SOUTH ALONG
 DM4292'TRUNK HIGHWAY 3 FROM THE JUNCTION OF TRUNK HIGHWAY 3 AND TRUNK HIGHWAY
 DM4292'50 EAST, AT TRUNK HIGHWAY 3 MILE POINT 21.00, 175.0 FT (53.3 M)
 DM4292'NORTH-NORTHEAST OF TRUNK HIGHWAY 3 MILEPOST 21, 70.0 FT (21.3 M) EAST
 DM4292'OF TRUNK HIGHWAY 3, 35.0 FT (10.7 M) NORTH OF 263RD STREET, 3.0 FT
 DM4292'(0.9 M) WEST OF A POWER POLE, 1.0 FT (0.3 M) WEST OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DM4293 ***********************************************************************
 DM4293  DESIGNATION -  1920 X
 DM4293  PID         -  DM4293
 DM4293  STATE/COUNTY-  MN/DAKOTA
 DM4293  COUNTRY     -  US
 DM4293  USGS QUAD   -  CASTLE ROCK (2019)
 DM4293
 DM4293                         *CURRENT SURVEY CONTROL
 DM4293  ______________________________________________________________________
 DM4293* NAD 83(2011) POSITION- 44 33 49.68591(N) 093 08 13.32782(W)   ADJUSTED
 DM4293* NAD 83(2011) ELLIP HT-   267.837 (meters)        (09/11/15)   ADJUSTED
 DM4293* NAD 83(2011) EPOCH   -  2010.00
 DM4293* NAVD 88 ORTHO HEIGHT -   296.163 (meters)      971.66  (feet) ADJUSTED
 DM4293  ______________________________________________________________________
 DM4293  GEOID HEIGHT    -        -28.348 (meters)                     GEOID18
 DM4293  NAD 83(2011) X  -   -249,100.776 (meters)                     COMP
 DM4293  NAD 83(2011) Y  - -4,545,105.905 (meters)                     COMP
 DM4293  NAD 83(2011) Z  -  4,453,130.171 (meters)                     COMP
 DM4293  LAPLACE CORR    -         -9.95  (seconds)                    DEFLEC18
 DM4293  DYNAMIC HEIGHT  -        296.130 (meters)      971.55  (feet) COMP
 DM4293  MODELED GRAVITY -    980,496.3   (mgal)                       NAVD 88
 DM4293
 DM4293  VERT ORDER      -  SECOND    CLASS I
 DM4293
 DM4293  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DM4293  Standards:
 DM4293         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DM4293            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DM4293  -------------------------------------------------------------------
 DM4293  NETWORK    0.57   1.63           0.25   0.21   0.83      0.05393391
 DM4293  -------------------------------------------------------------------
 DM4293  Click here for local accuracies and other accuracy information.
 DM4293
 DM4293.The horizontal coordinates were established by GPS observations
 DM4293.and adjusted by the MN DEPT OF TRANSP in September 2015.
 DM4293
 DM4293.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DM4293.been affixed to the stable North American tectonic plate. See 
 DM4293.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DM4293
 DM4293.The horizontal coordinates are valid at the epoch date displayed above
 DM4293.which is a decimal equivalence of Year/Month/Day.
 DM4293
 DM4293.The orthometric height was determined by differential leveling and
 DM4293.adjusted by the NATIONAL GEODETIC SURVEY
 DM4293.in February 2011.
 DM4293
 DM4293.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM4293.GEOID18 height accuracy estimate available here.
 DM4293
 DM4293.Click photographs - Photos may exist for this station.
 DM4293
 DM4293.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DM4293
 DM4293.The Laplace correction was computed from DEFLEC18 derived deflections.
 DM4293
 DM4293.The ellipsoidal height was determined by GPS observations
 DM4293.and is referenced to NAD 83.
 DM4293
 DM4293.The dynamic height is computed by dividing the NAVD 88
 DM4293.geopotential number by the normal gravity value computed on the
 DM4293.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM4293.degrees latitude (g = 980.6199 gals.).
 DM4293
 DM4293.The modeled gravity was interpolated from observed gravity values.
 DM4293
 DM4293. The following values were computed from the NAD 83(2011) position.
 DM4293
 DM4293;                    North         East     Units Scale Factor Converg.
 DM4293;SPC MN S     -   274,118.063   868,549.723   MT  0.99992263   +0 36 17.6
 DM4293;SPC MN S     -   899,335.68  2,849,566.88   sFT  0.99992263   +0 36 17.6
 DM4293;UTM  15      - 4,934,505.281   489,117.873   MT  0.99960146   -0 05 46.2
 DM4293
 DM4293!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DM4293!SPC MN S     -   0.99995801  x   0.99992263  =   0.99988064
 DM4293!UTM  15      -   0.99995801  x   0.99960146  =   0.99955948
 DM4293
 DM4293_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK8911734505(NAD 83)
 DM4293
 DM4293                          SUPERSEDED SURVEY CONTROL
 DM4293
 DM4293.No superseded survey control is available for this station.
 DM4293
 DM4293_MARKER: DV = VERTICAL CONTROL DISK
 DM4293_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 DM4293+WITH SETTING: INFORMATION.
 DM4293_STAMPING: 1920 X 1992
 DM4293_MARK LOGO: MNDT
 DM4293_PROJECTION: RECESSED 5 CENTIMETERS
 DM4293_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DM4293_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DM4293_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DM4293+SATELLITE: SATELLITE OBSERVATIONS - October 28, 2022
 DM4293_ROD/PIPE-DEPTH: 2.4 meters
 DM4293
 DM4293  HISTORY     - Date     Condition        Report By
 DM4293  HISTORY     - 19920120 MONUMENTED       MNDT
 DM4293  HISTORY     - 20141030 GOOD             MNDT
 DM4293  HISTORY     - 20150624 GOOD             MNDT
 DM4293  HISTORY     - 20221028 GOOD             MNDT
 DM4293
 DM4293                          STATION DESCRIPTION
 DM4293
 DM4293'DESCRIBED BY MN DEPT OF TRANSP 1992 (BAL)
 DM4293'THE MARK IS 4.6 MI (7.4 KM) SOUTH OF FARMINGTON ALONG TH 3 FROM JCT TH
 DM4293'50 EAST, 67 FT (20.4 M) WEST OF TH 3 AT HOUSE NO 26601, 7 FT (2.1 M)
 DM4293'EAST OF SWITZERS NURSERY, 62 FT (18.9 M) NORTH OF ENTRANCE, 1 FT (0.3
 DM4293'M) EAST OF WITNESS POST.  MARK WAS DRIVEN TO REFUSAL.
 DM4293
 DM4293                          STATION RECOVERY (2014)
 DM4293
 DM4293'RECOVERY NOTE BY MN DEPT OF TRANSP 2014 (MAS)
 DM4293'RECOVERED AS DESCRIBED.
 DM4293
 DM4293                          STATION RECOVERY (2015)
 DM4293
 DM4293'RECOVERY NOTE BY MN DEPT OF TRANSP 2015 (KXS)
 DM4293'4.6 MILES SOUTH OF FARMINGTON, 4.6 MILES SOUTH ALONG TRUNK HIGHWAY 3
 DM4293'FROM JUNCTION OF TRUNK HIGHWAY 3 AND TRUNK HIGHWAY 50 EAST, AT TRUNK
 DM4293'HIGHWAY 3 MILEPOINT 20.85, 67.0 FEET WEST OF TRUNK HIGHWAY 3 AT HOUSE
 DM4293'NUMBER 26601, 62 FEET NORTH OF NURSERY ENTRANCE, 7 FEET EAST OF
 DM4293'SWITZERS NURSERY SIGN POST, IN WOOD CHIP FLOWER BED OF SWITZERS
 DM4293'NURSERY SIGN, 1.0 FOOT EAST OF WITNESS POST.
 DM4293
 DM4293                          STATION RECOVERY (2022)
 DM4293
 DM4293'RECOVERY NOTE BY MN DEPT OF TRANSP 2022 (MJS)
 DM4293'4.6 MI (7.4 KM) SOUTH OF FARMINGTON, 4.6 MI (7.4 KM) SOUTH ALONG TRUNK
 DM4293'HIGHWAY 3 FROM THE JUNCTION OF TRUNK HIGHWAY 3 AND TRUNK HIGHWAY 50
 DM4293'EAST, AT TRUNK HIGHWAY 3 MILE POINT 20.85, 67.0 FT (20.4 M) WEST OF
 DM4293'TRUNK HIGHWAY 3 AT HOUSE NUMBER 26601, 62.0 FT (18.9 M) NORTH OF A
 DM4293'NURSERY ENTRANCE, 7.0 FT (2.1 M) EAST OF SWITZERS NURSERY SIGN POST,
 DM4293'IN THE WOOD CHIP FLOWER BED OF SWITZERS NURSERY SIGN, 1.0 FT (0.3 M)
 DM4293'EAST OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DM4291 ***********************************************************************
 DM4291  DESIGNATION -  1920 Y
 DM4291  PID         -  DM4291
 DM4291  STATE/COUNTY-  MN/DAKOTA
 DM4291  COUNTRY     -  US
 DM4291  USGS QUAD   -  CASTLE ROCK (2019)
 DM4291
 DM4291                         *CURRENT SURVEY CONTROL
 DM4291  ______________________________________________________________________
 DM4291* NAD 83(1986) POSITION- 44 34 19.13   (N) 093 08 11.47   (W)   HD_HELD1
 DM4291* NAVD 88 ORTHO HEIGHT -   298.855 (meters)      980.49  (feet) ADJUSTED
 DM4291  ______________________________________________________________________
 DM4291  GEOID HEIGHT    -        -28.333 (meters)                     GEOID18
 DM4291  DYNAMIC HEIGHT  -        298.822 (meters)      980.39  (feet) COMP
 DM4291  MODELED GRAVITY -    980,497.2   (mgal)                       NAVD 88
 DM4291
 DM4291  VERT ORDER      -  SECOND    CLASS I
 DM4291
 DM4291.The horizontal coordinates were determined by differentially corrected
 DM4291.hand held GPS observations or other comparable positioning techniques
 DM4291.and have an estimated accuracy of +/- 3 meters.
 DM4291
 DM4291.The orthometric height was determined by differential leveling and
 DM4291.adjusted by the NATIONAL GEODETIC SURVEY
 DM4291.in February 2011.
 DM4291
 DM4291.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM4291.GEOID18 height accuracy estimate available here.
 DM4291
 DM4291.Click photographs - Photos may exist for this station.
 DM4291
 DM4291.The dynamic height is computed by dividing the NAVD 88
 DM4291.geopotential number by the normal gravity value computed on the
 DM4291.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM4291.degrees latitude (g = 980.6199 gals.).
 DM4291
 DM4291.The modeled gravity was interpolated from observed gravity values.
 DM4291
 DM4291;                    North         East    Units  Estimated Accuracy
 DM4291;SPC MN S     -   275,027.2     868,581.1     MT  (+/- 3 meters HH1 GPS) 
 DM4291
 DM4291_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK8916035413(NAD 83)
 DM4291
 DM4291                          SUPERSEDED SURVEY CONTROL
 DM4291
 DM4291.No superseded survey control is available for this station.
 DM4291
 DM4291_MARKER: DV = VERTICAL CONTROL DISK
 DM4291_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DM4291_STAMPING: 1920 Y 1992
 DM4291_MARK LOGO: MNDT
 DM4291_PROJECTION: RECESSED 5 CENTIMETERS
 DM4291_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DM4291_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DM4291_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DM4291+SATELLITE: SATELLITE OBSERVATIONS - October 28, 2022
 DM4291_ROD/PIPE-DEPTH: 4.9 meters
 DM4291
 DM4291  HISTORY     - Date     Condition        Report By
 DM4291  HISTORY     - 1992     MONUMENTED       MNDT
 DM4291  HISTORY     - 20141030 GOOD             MNDT
 DM4291  HISTORY     - 20221028 GOOD             MNDT
 DM4291
 DM4291                          STATION DESCRIPTION
 DM4291
 DM4291'DESCRIBED BY MN DEPT OF TRANSP 1992 (BAL)
 DM4291'THE MARK IS 4 MILES (6.4 KM) SOUTH OF FARMINGTON ALONG TH 3 FROM JCT
 DM4291'TH 50 EAST, 69 FT (21.0 M) EAST OF TH 3, 86 FT (26.2 M) NW OF NW
 DM4291'CORNER OF GARAGE AT HOUSE NO 26078, 3.5 FT (1.1 M) WEST OF P-POLE, 1
 DM4291'FT (0.3 M) WEST OF WITNESS POST.
 DM4291
 DM4291                          STATION RECOVERY (2014)
 DM4291
 DM4291'RECOVERY NOTE BY MN DEPT OF TRANSP 2014 (KMS)
 DM4291'RECOVERED AS DESCRIBED.
 DM4291
 DM4291                          STATION RECOVERY (2022)
 DM4291
 DM4291'RECOVERY NOTE BY MN DEPT OF TRANSP 2022 (MJS)
 DM4291'4.0 MI (6.4 KM) SOUTH OF FARMINGTON, 4.0 MI (6.4 KM) SOUTH ALONG TRUNK
 DM4291'HIGHWAY 3 FROM THE JUNCTION OF TRUNK HIGHWAY 3 AND TRUNK HIGHWAY 50
 DM4291'EAST, AT TRUNK HIGHWAY 3 MILE POINT 21.3, 69.0 FT (21.0 M) EAST OF
 DM4291'TRUNK HIGHWAY 3, 86.0 FT (26.2 M) NORTHWEST OF THE NORTHWEST CORNER OF
 DM4291'A GARAGE AT HOUSE NUMBER 26078, 3.5 FT (1.1 M) WEST OF A POWER POLE,
 DM4291'3.0 FT (0.9 M) WEST OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DM4290 ***********************************************************************
 DM4290  DESIGNATION -  1920 Z
 DM4290  PID         -  DM4290
 DM4290  STATE/COUNTY-  MN/DAKOTA
 DM4290  COUNTRY     -  US
 DM4290  USGS QUAD   -  CASTLE ROCK (2019)
 DM4290
 DM4290                         *CURRENT SURVEY CONTROL
 DM4290  ______________________________________________________________________
 DM4290* NAD 83(2011) POSITION- 44 34 38.70853(N) 093 08 11.46480(W)   ADJUSTED
 DM4290* NAD 83(2011) ELLIP HT-   263.885 (meters)        (09/11/15)   ADJUSTED
 DM4290* NAD 83(2011) EPOCH   -  2010.00
 DM4290* NAVD 88 ORTHO HEIGHT -   292.206 (meters)      958.68  (feet) ADJUSTED
 DM4290  ______________________________________________________________________
 DM4290  GEOID HEIGHT    -        -28.322 (meters)                     GEOID18
 DM4290  NAD 83(2011) X  -   -249,001.462 (meters)                     COMP
 DM4290  NAD 83(2011) Y  - -4,544,044.937 (meters)                     COMP
 DM4290  NAD 83(2011) Z  -  4,454,205.433 (meters)                     COMP
 DM4290  LAPLACE CORR    -         -9.94  (seconds)                    DEFLEC18
 DM4290  DYNAMIC HEIGHT  -        292.173 (meters)      958.57  (feet) COMP
 DM4290  MODELED GRAVITY -    980,497.8   (mgal)                       NAVD 88
 DM4290
 DM4290  VERT ORDER      -  SECOND    CLASS I
 DM4290
 DM4290  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DM4290  Standards:
 DM4290         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DM4290            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DM4290  -------------------------------------------------------------------
 DM4290  NETWORK    0.57   1.49           0.25   0.21   0.76      0.06156956
 DM4290  -------------------------------------------------------------------
 DM4290  Click here for local accuracies and other accuracy information.
 DM4290
 DM4290.The horizontal coordinates were established by GPS observations
 DM4290.and adjusted by the MN DEPT OF TRANSP in September 2015.
 DM4290
 DM4290.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DM4290.been affixed to the stable North American tectonic plate. See 
 DM4290.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DM4290
 DM4290.The horizontal coordinates are valid at the epoch date displayed above
 DM4290.which is a decimal equivalence of Year/Month/Day.
 DM4290
 DM4290.The orthometric height was determined by differential leveling and
 DM4290.adjusted by the NATIONAL GEODETIC SURVEY
 DM4290.in February 2011.
 DM4290
 DM4290.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM4290.GEOID18 height accuracy estimate available here.
 DM4290
 DM4290.Click photographs - Photos may exist for this station.
 DM4290
 DM4290.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DM4290
 DM4290.The Laplace correction was computed from DEFLEC18 derived deflections.
 DM4290
 DM4290.The ellipsoidal height was determined by GPS observations
 DM4290.and is referenced to NAD 83.
 DM4290
 DM4290.The dynamic height is computed by dividing the NAVD 88
 DM4290.geopotential number by the normal gravity value computed on the
 DM4290.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM4290.degrees latitude (g = 980.6199 gals.).
 DM4290
 DM4290.The modeled gravity was interpolated from observed gravity values.
 DM4290
 DM4290. The following values were computed from the NAD 83(2011) position.
 DM4290
 DM4290;                    North         East     Units Scale Factor Converg.
 DM4290;SPC MN S     -   275,631.507   868,574.846   MT  0.99992291   +0 36 18.9
 DM4290;SPC MN S     -   904,301.04  2,849,649.31   sFT  0.99992291   +0 36 18.9
 DM4290;UTM  15      - 4,936,017.818   489,161.498   MT  0.99960144   -0 05 44.9
 DM4290
 DM4290!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DM4290!SPC MN S     -   0.99995863  x   0.99992291  =   0.99988154
 DM4290!UTM  15      -   0.99995863  x   0.99960144  =   0.99956008
 DM4290
 DM4290_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK8916136017(NAD 83)
 DM4290
 DM4290                          SUPERSEDED SURVEY CONTROL
 DM4290
 DM4290.No superseded survey control is available for this station.
 DM4290
 DM4290_MARKER: DV = VERTICAL CONTROL DISK
 DM4290_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 DM4290+WITH SETTING: INFORMATION.
 DM4290_STAMPING: 1920 Z 1992
 DM4290_MARK LOGO: MNDT
 DM4290_PROJECTION: RECESSED 5 CENTIMETERS
 DM4290_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DM4290_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DM4290_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DM4290+SATELLITE: SATELLITE OBSERVATIONS - October 28, 2022
 DM4290_ROD/PIPE-DEPTH: 2.4 meters
 DM4290
 DM4290  HISTORY     - Date     Condition        Report By
 DM4290  HISTORY     - 19920120 MONUMENTED       MNDT
 DM4290  HISTORY     - 20141030 GOOD             MNDT
 DM4290  HISTORY     - 20150624 GOOD             MNDT
 DM4290  HISTORY     - 20221028 GOOD             MNDT
 DM4290
 DM4290                          STATION DESCRIPTION
 DM4290
 DM4290'DESCRIBED BY MN DEPT OF TRANSP 1992 (DEP)
 DM4290'THE MARK IS 3.5 MILES (5.6 KM) SOUTH OF FARMINGTON ALONG TH 3 FROM JCT
 DM4290'TH 50 EAST, 67 FT (20.4 M) EAST OF TH 3, 750 FT (228.6 M) SOUTH OF
 DM4290'255TH ST WEST, 500 FT (152.4 M) NORTH OF BOX CULVERT, 4 FT (1.2 M)
 DM4290'WEST OF P-POLE, 1 FT (0.3 M) WEST OF WITNESS POST.  THE ROD WAS DRIVEN
 DM4290'TO REFUSAL.
 DM4290
 DM4290                          STATION RECOVERY (2014)
 DM4290
 DM4290'RECOVERY NOTE BY MN DEPT OF TRANSP 2014 (KMS)
 DM4290'RECOVERED AS DESCRIBED.
 DM4290
 DM4290                          STATION RECOVERY (2015)
 DM4290
 DM4290'RECOVERY NOTE BY MN DEPT OF TRANSP 2015 (HXL)
 DM4290'3.5 MILES SOUTH OF FARMINGTON, 3.5 MILES SOUTH ALONG TRUNK HIGHWAY 3
 DM4290'FROM JUNCTION OF TRUNK HIGHWAY 3 AND TRUNK HIGHWAY 50 EAST, AT TRUNK
 DM4290'HIGHWAY 3 MILEPOINT 21.75, 67 FEET EAST OF TRUNK HIGHWAY 3, 750 FEET
 DM4290'SOUTH OF 255TH STREET WEST, 4.0 FEET WEST OF POWER POLE, 4.0 FEET WEST
 DM4290'OF WITNESS POST.
 DM4290
 DM4290                          STATION RECOVERY (2022)
 DM4290
 DM4290'RECOVERY NOTE BY MN DEPT OF TRANSP 2022 (MJS)
 DM4290'3.5 MI (5.6 KM) SOUTH OF FARMINGTON, 3.5 MI (5.6 KM) SOUTH ALONG TRUNK
 DM4290'HIGHWAY 3 FROM THE JUNCTION OF TRUNK HIGHWAY 3 AND TRUNK HIGHWAY 50
 DM4290'EAST, AT TRUNK HIGHWAY 3 MILE POINT 21.75, 67.0 FT (20.4 M) EAST OF
 DM4290'TRUNK HIGHWAY 3, 750.0 FT (228.6 M) SOUTH OF 255TH STREET WEST, 4.0 FT
 DM4290'(1.2 M) WEST OF A POWER POLE, 4.0 FT (1.2 M) WEST OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DQ1124 ***********************************************************************
 DQ1124  DESIGNATION -  1921 G RESET
 DQ1124  PID         -  DQ1124
 DQ1124  STATE/COUNTY-  MN/DAKOTA
 DQ1124  COUNTRY     -  US
 DQ1124  USGS QUAD   -  FARMINGTON (2019)
 DQ1124
 DQ1124                         *CURRENT SURVEY CONTROL
 DQ1124  ______________________________________________________________________
 DQ1124* NAD 83(1986) POSITION- 44 39 09.01   (N) 093 08 11.08   (W)   HD_HELD1
 DQ1124* NAVD 88 ORTHO HEIGHT -   273.249 (meters)      896.48  (feet) ADJUSTED
 DQ1124  ______________________________________________________________________
 DQ1124  GEOID HEIGHT    -        -28.146 (meters)                     GEOID18
 DQ1124  DYNAMIC HEIGHT  -        273.221 (meters)      896.39  (feet) COMP
 DQ1124  MODELED GRAVITY -    980,508.6   (mgal)                       NAVD 88
 DQ1124
 DQ1124  VERT ORDER      -  SECOND    CLASS I
 DQ1124
 DQ1124.The horizontal coordinates were determined by differentially corrected
 DQ1124.hand held GPS observations or other comparable positioning techniques
 DQ1124.and have an estimated accuracy of +/- 3 meters.
 DQ1124
 DQ1124.The orthometric height was determined by differential leveling and
 DQ1124.adjusted by the NATIONAL GEODETIC SURVEY
 DQ1124.in September 2016.
 DQ1124
 DQ1124.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ1124.GEOID18 height accuracy estimate available here.
 DQ1124
 DQ1124.Click photographs - Photos may exist for this station.
 DQ1124
 DQ1124.The dynamic height is computed by dividing the NAVD 88
 DQ1124.geopotential number by the normal gravity value computed on the
 DQ1124.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ1124.degrees latitude (g = 980.6199 gals.).
 DQ1124
 DQ1124.The modeled gravity was interpolated from observed gravity values.
 DQ1124
 DQ1124;                    North         East    Units  Estimated Accuracy
 DQ1124;SPC MN S     -   283,974.1     868,495.2     MT  (+/- 3 meters HH1 GPS) 
 DQ1124
 DQ1124_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK8918344358(NAD 83)
 DQ1124
 DQ1124                          SUPERSEDED SURVEY CONTROL
 DQ1124
 DQ1124.No superseded survey control is available for this station.
 DQ1124
 DQ1124_MARKER: I = METAL ROD
 DQ1124_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DQ1124_STAMPING: 1921 G RESET 2014
 DQ1124_MARK LOGO: MNDT
 DQ1124_PROJECTION: RECESSED 5 CENTIMETERS
 DQ1124_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DQ1124_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ1124_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ1124+SATELLITE: SATELLITE OBSERVATIONS - October 31, 2022
 DQ1124_ROD/PIPE-DEPTH: 3.1 meters
 DQ1124
 DQ1124  HISTORY     - Date     Condition        Report By
 DQ1124  HISTORY     - 20141104 MONUMENTED       MNDT
 DQ1124  HISTORY     - 20221031 GOOD             MNDT
 DQ1124
 DQ1124                          STATION DESCRIPTION
 DQ1124
 DQ1124'DESCRIBED BY MN DEPT OF TRANSP 2014
 DQ1124'THE STATION IS LOCATED ABOUT 7.5 MI (12.1 KM) NORTH OF CASTLE ROCK,
 DQ1124'6.7 MI (10.8 KM) SOUTHWEST OF COATES AND 0.9 MI (1.4 KM)
 DQ1124'NORTH-NORTHEAST OF FARMINGTON.
 DQ1124'
 DQ1124'TO REACH THE MARK GO 2.3 MI (3.7 KM) NORTH ALONG TRUNK HIGHWAY 3 FROM
 DQ1124'THE JUNCTION OF TRUNK HIGHWAYS 3 AND 50 IN FARMINGTON, AT TRUNK
 DQ1124'HIGHWAY 3 MILE POINT 26.85, 71.0 FT (21.6 M) EAST OF TRUNK HIGHWAY 3.
 DQ1124'
 DQ1124'THE MARK IS LOCATED 42.0 FT (12.8 M) NORTH OF POWER POLE, 1.0 FT (0.3
 DQ1124'M) SOUTH OF A WITNESS POST.
 DQ1124'
 DQ1124'NOTE - THE STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM
 DQ1124'ROD DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION REMOVABLE
 DQ1124'DISK SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH
 DQ1124'PVC PIPE BACK FILLED WITH WASHED SAND.
 DQ1124
 DQ1124                          STATION RECOVERY (2022)
 DQ1124
 DQ1124'RECOVERY NOTE BY MN DEPT OF TRANSP 2022 (MJS)
 DQ1124'1.0 MI (1.6 KM) NORTH OF FARMINGTON, 2.3 MI (3.7 KM) NORTH ALONG TRUNK
 DQ1124'HIGHWAY 3 FROM THE JUNCTION OF TRUNK HIGHWAYS 3 AND 50 IN FARMINGTON,
 DQ1124'AT TRUNK HIGHWAY 3 MILE POINT 26.85, 71.0 FT (21.6 M) EAST OF TRUNK
 DQ1124'HIGHWAY 3, 42.0 FT (12.8 M) NORTH OF A POWER POLE, 1.0 FT (0.3 M)
 DQ1124'SOUTH OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DP8558 ***********************************************************************
 DP8558  DESIGNATION -  1921 H RESET
 DP8558  PID         -  DP8558
 DP8558  STATE/COUNTY-  MN/DAKOTA
 DP8558  COUNTRY     -  US
 DP8558  USGS QUAD   -  FARMINGTON (2019)
 DP8558
 DP8558                         *CURRENT SURVEY CONTROL
 DP8558  ______________________________________________________________________
 DP8558* NAD 83(2011) POSITION- 44 39 52.82542(N) 093 08 12.72388(W)   ADJUSTED
 DP8558* NAD 83(2011) ELLIP HT-   253.270 (meters)        (09/11/15)   ADJUSTED
 DP8558* NAD 83(2011) EPOCH   -  2010.00
 DP8558* NAVD 88 ORTHO HEIGHT -   281.370 (meters)      923.13  (feet) ADJUSTED
 DP8558  ______________________________________________________________________
 DP8558  GEOID HEIGHT    -        -28.103 (meters)                     GEOID18
 DP8558  NAD 83(2011) X  -   -248,656.081 (meters)                     COMP
 DP8558  NAD 83(2011) Y  - -4,537,235.104 (meters)                     COMP
 DP8558  NAD 83(2011) Z  -  4,461,099.648 (meters)                     COMP
 DP8558  LAPLACE CORR    -         -9.86  (seconds)                    DEFLEC18
 DP8558  DYNAMIC HEIGHT  -        281.342 (meters)      923.04  (feet) COMP
 DP8558  MODELED GRAVITY -    980,512.6   (mgal)                       NAVD 88
 DP8558
 DP8558  VERT ORDER      -  SECOND    CLASS I
 DP8558
 DP8558  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DP8558  Standards:
 DP8558         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DP8558            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DP8558  -------------------------------------------------------------------
 DP8558  NETWORK    0.51   1.39           0.23   0.18   0.71      0.04612121
 DP8558  -------------------------------------------------------------------
 DP8558  Click here for local accuracies and other accuracy information.
 DP8558
 DP8558.The horizontal coordinates were established by GPS observations
 DP8558.and adjusted by the MN DEPT OF TRANSP in September 2015.
 DP8558
 DP8558.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DP8558.been affixed to the stable North American tectonic plate. See 
 DP8558.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DP8558
 DP8558.The horizontal coordinates are valid at the epoch date displayed above
 DP8558.which is a decimal equivalence of Year/Month/Day.
 DP8558
 DP8558.The orthometric height was determined by differential leveling and
 DP8558.adjusted by the NATIONAL GEODETIC SURVEY
 DP8558.in September 2016.
 DP8558
 DP8558.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP8558.GEOID18 height accuracy estimate available here.
 DP8558
 DP8558.Click photographs - Photos may exist for this station.
 DP8558
 DP8558.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DP8558
 DP8558.The Laplace correction was computed from DEFLEC18 derived deflections.
 DP8558
 DP8558.The ellipsoidal height was determined by GPS observations
 DP8558.and is referenced to NAD 83.
 DP8558
 DP8558.The dynamic height is computed by dividing the NAVD 88
 DP8558.geopotential number by the normal gravity value computed on the
 DP8558.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP8558.degrees latitude (g = 980.6199 gals.).
 DP8558
 DP8558.The modeled gravity was interpolated from observed gravity values.
 DP8558
 DP8558. The following values were computed from the NAD 83(2011) position.
 DP8558
 DP8558;                    North         East     Units Scale Factor Converg.
 DP8558;SPC MN S     -   285,326.062   868,444.699   MT  0.99992609   +0 36 18.0
 DP8558;SPC MN S     -   936,107.26  2,849,222.32   sFT  0.99992609   +0 36 18.0
 DP8558;UTM  15      - 4,945,710.110   489,149.993   MT  0.99960145   -0 05 46.4
 DP8558
 DP8558!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DP8558!SPC MN S     -   0.99996029  x   0.99992609  =   0.99988638
 DP8558!UTM  15      -   0.99996029  x   0.99960145  =   0.99956176
 DP8558
 DP8558_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK8914945710(NAD 83)
 DP8558
 DP8558                          SUPERSEDED SURVEY CONTROL
 DP8558
 DP8558.No superseded survey control is available for this station.
 DP8558
 DP8558_MARKER: I = METAL ROD
 DP8558_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DP8558_STAMPING: 1921 H RESET 2011
 DP8558_MARK LOGO: MNDT
 DP8558_PROJECTION: RECESSED 20 CENTIMETERS
 DP8558_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DP8558_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DP8558_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP8558+SATELLITE: SATELLITE OBSERVATIONS - June 18, 2015
 DP8558_ROD/PIPE-DEPTH: 10.4 meters
 DP8558
 DP8558  HISTORY     - Date     Condition        Report By
 DP8558  HISTORY     - 20110926 MONUMENTED       MNDT
 DP8558  HISTORY     - 20141104 GOOD             MNDT
 DP8558  HISTORY     - 20150618 GOOD             MNDT
 DP8558  HISTORY     - 20221031 MARK NOT FOUND   MNDT
 DP8558  HISTORY     - 20221031 MARK NOT FOUND   MNDT
 DP8558
 DP8558                          STATION DESCRIPTION
 DP8558
 DP8558'DESCRIBED BY MN DEPT OF TRANSP 2014 (MAS)
 DP8558'RECOVERED AS DESCRIBED.
 DP8558'
 DP8558'NOTE - THE STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM
 DP8558'ROD DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION REMOVABLE
 DP8558'DISK SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH
 DP8558'PVC PIPE BACK FILLED WITH WASHED SAND.
 DP8558
 DP8558                          STATION RECOVERY (2015)
 DP8558
 DP8558'RECOVERY NOTE BY MN DEPT OF TRANSP 2015 (HXL)
 DP8558'2.0 MILES NORTH OF FARMINGTON, 1.6 MILES NORTH ALONG TRUNK HIGHWAY 3
 DP8558'FROM JUNCTION OF TRUNK HIGHWAY 3 AND TRUNK HIGHWAY 50 WEST, AT TRUNK
 DP8558'HIGHWAY 3 MILEPOINT 27.65, 64 FEET WEST OF TRUNK HIGHWAY 3, 500 FEET
 DP8558'NORTH OF 197TH STREET WEST, 6 FEET WEST OF WEST EDGE OF BIKE PATH, 53
 DP8558'FEET SOUTHEAST OF EMPIRE TOWNSHIP WELL-HOUSE NUMBER 2, 1.0 FOOT NORTH
 DP8558'OF WITNESS POST.
 DP8558
 DP8558                          STATION RECOVERY (2022)
 DP8558
 DP8558'RECOVERY NOTE BY MN DEPT OF TRANSP 2022 (MJS)
 DP8558'MARK NOT FOUND.
 DP8558
 DP8558                          STATION RECOVERY (2022)
 DP8558
 DP8558'RECOVERY NOTE BY MN DEPT OF TRANSP 2022 (MJS)
 DP8558'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DE9114 ***********************************************************************
 DE9114  DESIGNATION -  1921 M
 DE9114  PID         -  DE9114
 DE9114  STATE/COUNTY-  MN/DAKOTA
 DE9114  COUNTRY     -  US
 DE9114  USGS QUAD   -  FARMINGTON (2019)
 DE9114
 DE9114                         *CURRENT SURVEY CONTROL
 DE9114  ______________________________________________________________________
 DE9114* NAD 83(1986) POSITION- 44 43 26.28   (N) 093 07 55.50   (W)   HD_HELD1
 DE9114* NAVD 88 ORTHO HEIGHT -   290.944 (meters)      954.54  (feet) ADJUSTED
 DE9114  ______________________________________________________________________
 DE9114  GEOID HEIGHT    -        -27.872 (meters)                     GEOID18
 DE9114  DYNAMIC HEIGHT  -        290.922 (meters)      954.47  (feet) COMP
 DE9114  MODELED GRAVITY -    980,533.3   (mgal)                       NAVD 88
 DE9114
 DE9114  VERT ORDER      -  SECOND    CLASS I
 DE9114
 DE9114.The horizontal coordinates were determined by differentially corrected
 DE9114.hand held GPS observations or other comparable positioning techniques
 DE9114.and have an estimated accuracy of +/- 3 meters.
 DE9114
 DE9114.The orthometric height was determined by differential leveling and
 DE9114.adjusted by the NATIONAL GEODETIC SURVEY
 DE9114.in August 2004.
 DE9114
 DE9114.Significant digits in the geoid height do not necessarily reflect accuracy.
 DE9114.GEOID18 height accuracy estimate available here.
 DE9114
 DE9114.Click photographs - Photos may exist for this station.
 DE9114
 DE9114.The dynamic height is computed by dividing the NAVD 88
 DE9114.geopotential number by the normal gravity value computed on the
 DE9114.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE9114.degrees latitude (g = 980.6199 gals.).
 DE9114
 DE9114.The modeled gravity was interpolated from observed gravity values.
 DE9114
 DE9114;                    North         East    Units  Estimated Accuracy
 DE9114;SPC MN S     -   291,918.2     868,754.1     MT  (+/- 3 meters HH1 GPS) 
 DE9114
 DE9114_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK8953952295(NAD 83)
 DE9114
 DE9114                          SUPERSEDED SURVEY CONTROL
 DE9114
 DE9114.No superseded survey control is available for this station.
 DE9114
 DE9114_MARKER: DV = VERTICAL CONTROL DISK
 DE9114_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DE9114_SP_SET: BRIDGE ABUTMENT
 DE9114_STAMPING: 1921 M 1998
 DE9114_MARK LOGO: MNDT
 DE9114_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DE9114_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DE9114_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DE9114+SATELLITE: SATELLITE OBSERVATIONS - September 15, 2011
 DE9114
 DE9114  HISTORY     - Date     Condition        Report By
 DE9114  HISTORY     - 1992     MONUMENTED       MNDT
 DE9114  HISTORY     - 20020130 GOOD             MNDT
 DE9114  HISTORY     - 20070627 GOOD             MNDT
 DE9114  HISTORY     - 20110915 GOOD             MNDT
 DE9114
 DE9114                          STATION DESCRIPTION
 DE9114
 DE9114'DESCRIBED BY MN DEPT OF TRANSP 2002 (WAS)
 DE9114'THE MARK WAS RECOVERED IN GOOD CONDITION.  THE MARK IS 1.0 MI (1.6 KM)
 DE9114'SOUTH OF ROSEMOUNT, IN ABUT AT SE COR OF RR BRDG NO 19086 OVER TH 3,
 DE9114'0.65 MI (1.05 KM) SSW ALONG TH 3 FROM JCT OF TH 3 AND CO RD 42 IN
 DE9114'ROSEMOUNT, AT TH 3 MP 31.9, 9.8 FT (3.0 M) SSE OF EAST RAIL OF RR
 DE9114'TRACKS, 19.3 FT (5.9 M) NW OF P-POLE, 1.4 FT (0.4 M) SE OF SE NUT AT
 DE9114'BASE OF CYCLONE FENCE.  DISK SET IN BRDG WHEN BUILT IN 1992 THEN
 DE9114'STAMPED 1998.
 DE9114
 DE9114                          STATION RECOVERY (2007)
 DE9114
 DE9114'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (VWC)
 DE9114'THE MARK IS LOCATED ABOUT 8.8 MI (14.2 KM) WEST-NORTHWEST OF
 DE9114'VERMILLION, 5.8 MI (9.3 KM) NORTH OF FARMINGTON AND 4.8 MI (7.7 KM)
 DE9114'WEST OF COATES.
 DE9114'
 DE9114'TO REACH TO THE MARK GO 1.0 MI (1.6 KM) SOUTH OF ROSEMOUNT, IN
 DE9114'ABUTMENT AT SOUTHEAST CORNER OF RAILROAD BRIDGE NUMBER 19086 OVER
 DE9114'TRUNK HIGHWAY 3, 0.65 MI (1.0 KM) SOUTH-SOUTHWEST ALONG TRUNK HIGHWAY
 DE9114'3 FROM THE JUNCTION OF TRUNK HIGHWAY 3 AND COUNTY ROAD 42 IN
 DE9114'ROSEMOUNT, AT TRUNK HIGHWAY 3 MILE POINT 31.9, 19.3 FT (5.9 M)
 DE9114'NORTHWEST OF POWER POLE, 9.8 FT (3.0 M) SOUTH-SOUTHEAST OF EAST RAIL
 DE9114'OF TRACKS, 1.4 SOUTHEAST OF SOUTHEAST NUT AT BASE OF CYCLONE FENCE.
 DE9114
 DE9114                          STATION RECOVERY (2011)
 DE9114
 DE9114'RECOVERY NOTE BY MN DEPT OF TRANSP 2011 (DB)
 DE9114'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DQ1125 ***********************************************************************
 DQ1125  DESIGNATION -  1921 N
 DQ1125  PID         -  DQ1125
 DQ1125  STATE/COUNTY-  MN/DAKOTA
 DQ1125  COUNTRY     -  US
 DQ1125  USGS QUAD   -  FARMINGTON (2019)
 DQ1125
 DQ1125                         *CURRENT SURVEY CONTROL
 DQ1125  ______________________________________________________________________
 DQ1125* NAD 83(1986) POSITION- 44 38 36.05   (N) 093 08 12.10   (W)   HD_HELD1
 DQ1125* NAVD 88 ORTHO HEIGHT -   274.030 (meters)      899.05  (feet) ADJUSTED
 DQ1125  ______________________________________________________________________
 DQ1125  GEOID HEIGHT    -        -28.173 (meters)                     GEOID18
 DQ1125  DYNAMIC HEIGHT  -        274.002 (meters)      898.95  (feet) COMP
 DQ1125  MODELED GRAVITY -    980,505.9   (mgal)                       NAVD 88
 DQ1125
 DQ1125  VERT ORDER      -  SECOND    CLASS I
 DQ1125
 DQ1125.The horizontal coordinates were determined by differentially corrected
 DQ1125.hand held GPS observations or other comparable positioning techniques
 DQ1125.and have an estimated accuracy of +/- 3 meters.
 DQ1125
 DQ1125.The orthometric height was determined by differential leveling and
 DQ1125.adjusted by the NATIONAL GEODETIC SURVEY
 DQ1125.in September 2016.
 DQ1125
 DQ1125.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ1125.GEOID18 height accuracy estimate available here.
 DQ1125
 DQ1125.Click photographs - Photos may exist for this station.
 DQ1125
 DQ1125.The dynamic height is computed by dividing the NAVD 88
 DQ1125.geopotential number by the normal gravity value computed on the
 DQ1125.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ1125.degrees latitude (g = 980.6199 gals.).
 DQ1125
 DQ1125.The modeled gravity was interpolated from observed gravity values.
 DQ1125
 DQ1125;                    North         East    Units  Estimated Accuracy
 DQ1125;SPC MN S     -   282,956.6     868,483.5     MT  (+/- 3 meters HH1 GPS) 
 DQ1125
 DQ1125_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK8915943341(NAD 83)
 DQ1125
 DQ1125                          SUPERSEDED SURVEY CONTROL
 DQ1125
 DQ1125.No superseded survey control is available for this station.
 DQ1125
 DQ1125_MARKER: F = FLANGE-ENCASED ROD
 DQ1125_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DQ1125_STAMPING: 1921 N 2015
 DQ1125_MARK LOGO: MNDT
 DQ1125_PROJECTION: RECESSED 5 CENTIMETERS
 DQ1125_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DQ1125_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ1125_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ1125+SATELLITE: SATELLITE OBSERVATIONS - October 31, 2022
 DQ1125_ROD/PIPE-DEPTH: 24.1 meters
 DQ1125
 DQ1125  HISTORY     - Date     Condition        Report By
 DQ1125  HISTORY     - 20150402 MONUMENTED       MNDT
 DQ1125  HISTORY     - 20221031 GOOD             MNDT
 DQ1125
 DQ1125                          STATION DESCRIPTION
 DQ1125
 DQ1125'DESCRIBED BY MN DEPT OF TRANSP 2015
 DQ1125'THE STATION IS LOCATED ABOUT 7.2 MI (11.6 KM) SOUTHWEST OF COATES, 6.9
 DQ1125'MI (11.1 KM) NORTH OF CASTLE ROCK AND IN THE TOWN OF FARMINGTON, MN.
 DQ1125'
 DQ1125'TO REACH THE MARK GO 0.85 MI (1.4 KM) NORTH ALONG TRUNK HIGHWAY 3 FROM
 DQ1125'THE JUNCTION OF TRUNK HIGHWAY 3 AND TRUNK HIGHWAY 50 IN FARMINGTON, AT
 DQ1125'TRUNK HIGHWAY 3 MILE POINT 26.2.
 DQ1125'
 DQ1125'THE MARK IS LOCATED 38.8 FT (11.8 M) EAST OF TRUNK HIGHWAY 3, 240.5 FT
 DQ1125'(73.3 M) SOUTH OF WILLOW STREET, 1.5 FT (0.5 M) WEST OF A WITNESS
 DQ1125'POST.
 DQ1125'
 DQ1125'NOTE - THE STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM
 DQ1125'ROD DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION REMOVABLE
 DQ1125'DISK SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH
 DQ1125'PVC PIPE BACK FILLED WITH WASHED SAND.
 DQ1125
 DQ1125                          STATION RECOVERY (2022)
 DQ1125
 DQ1125'RECOVERY NOTE BY MN DEPT OF TRANSP 2022 (MJS)
 DQ1125'IN FARMINGTON, 0.85 MI (1.37 KM) NORTH ALONG TRUNK HIGHWAY 3 FROM THE
 DQ1125'JUNCTION OF TRUNK HIGHWAY 3 AND TRUNK HIGHWAY 50 IN FARMINGTON, AT
 DQ1125'TRUNK HIGHWAY 3 MILE POINT 26.2, 38.8 FT (11.8 M) EAST OF TRUNK
 DQ1125'HIGHWAY 3, 240.5 FT (73.3 M) SOUTH OF WILLOW STREET, 1.5 FT (0.5 M)
 DQ1125'WEST OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DP8559 ***********************************************************************
 DP8559  DESIGNATION -  1921 P
 DP8559  PID         -  DP8559
 DP8559  STATE/COUNTY-  MN/DAKOTA
 DP8559  COUNTRY     -  US
 DP8559  USGS QUAD   -  FARMINGTON (2019)
 DP8559
 DP8559                         *CURRENT SURVEY CONTROL
 DP8559  ______________________________________________________________________
 DP8559* NAD 83(2011) POSITION- 44 38 57.92075(N) 093 08 10.31519(W)   ADJUSTED
 DP8559* NAD 83(2011) ELLIP HT-   243.307 (meters)        (09/11/15)   ADJUSTED
 DP8559* NAD 83(2011) EPOCH   -  2010.00
 DP8559* NAVD 88 ORTHO HEIGHT -   271.461 (meters)      890.62  (feet) ADJUSTED
 DP8559  ______________________________________________________________________
 DP8559  GEOID HEIGHT    -        -28.157 (meters)                     GEOID18
 DP8559  NAD 83(2011) X  -   -248,667.882 (meters)                     COMP
 DP8559  NAD 83(2011) Y  - -4,538,420.405 (meters)                     COMP
 DP8559  NAD 83(2011) Z  -  4,459,887.041 (meters)                     COMP
 DP8559  LAPLACE CORR    -         -9.94  (seconds)                    DEFLEC18
 DP8559  DYNAMIC HEIGHT  -        271.433 (meters)      890.53  (feet) COMP
 DP8559  MODELED GRAVITY -    980,507.5   (mgal)                       NAVD 88
 DP8559
 DP8559  VERT ORDER      -  SECOND    CLASS I
 DP8559
 DP8559  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DP8559  Standards:
 DP8559         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DP8559            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DP8559  -------------------------------------------------------------------
 DP8559  NETWORK    0.49   1.31           0.22   0.18   0.67      0.06000999
 DP8559  -------------------------------------------------------------------
 DP8559  Click here for local accuracies and other accuracy information.
 DP8559
 DP8559.The horizontal coordinates were established by GPS observations
 DP8559.and adjusted by the MN DEPT OF TRANSP in September 2015.
 DP8559
 DP8559.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DP8559.been affixed to the stable North American tectonic plate. See 
 DP8559.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DP8559
 DP8559.The horizontal coordinates are valid at the epoch date displayed above
 DP8559.which is a decimal equivalence of Year/Month/Day.
 DP8559
 DP8559.The orthometric height was determined by differential leveling and
 DP8559.adjusted by the NATIONAL GEODETIC SURVEY
 DP8559.in September 2016.
 DP8559
 DP8559.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP8559.GEOID18 height accuracy estimate available here.
 DP8559
 DP8559.Click photographs - Photos may exist for this station.
 DP8559
 DP8559.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DP8559
 DP8559.The Laplace correction was computed from DEFLEC18 derived deflections.
 DP8559
 DP8559.The ellipsoidal height was determined by GPS observations
 DP8559.and is referenced to NAD 83.
 DP8559
 DP8559.The dynamic height is computed by dividing the NAVD 88
 DP8559.geopotential number by the normal gravity value computed on the
 DP8559.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP8559.degrees latitude (g = 980.6199 gals.).
 DP8559
 DP8559.The modeled gravity was interpolated from observed gravity values.
 DP8559
 DP8559. The following values were computed from the NAD 83(2011) position.
 DP8559
 DP8559;                    North         East     Units Scale Factor Converg.
 DP8559;SPC MN S     -   283,632.041   868,515.661   MT  0.99992536   +0 36 19.7
 DP8559;SPC MN S     -   930,549.45  2,849,455.13   sFT  0.99992536   +0 36 19.7
 DP8559;UTM  15      - 4,944,015.897   489,200.203   MT  0.99960143   -0 05 44.6
 DP8559
 DP8559!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DP8559!SPC MN S     -   0.99996185  x   0.99992536  =   0.99988722
 DP8559!UTM  15      -   0.99996185  x   0.99960143  =   0.99956330
 DP8559
 DP8559_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK8920044015(NAD 83)
 DP8559
 DP8559                          SUPERSEDED SURVEY CONTROL
 DP8559
 DP8559.No superseded survey control is available for this station.
 DP8559
 DP8559_MARKER: F = FLANGE-ENCASED ROD
 DP8559_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DP8559_STAMPING: 1921 P 2015
 DP8559_MARK LOGO: MNDT
 DP8559_PROJECTION: RECESSED 8 CENTIMETERS
 DP8559_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DP8559_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DP8559_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP8559+SATELLITE: SATELLITE OBSERVATIONS - October 31, 2022
 DP8559_ROD/PIPE-DEPTH: 11.9 meters
 DP8559
 DP8559  HISTORY     - Date     Condition        Report By
 DP8559  HISTORY     - 20150402 MONUMENTED       MNDT
 DP8559  HISTORY     - 20221031 GOOD             MNDT
 DP8559
 DP8559                          STATION DESCRIPTION
 DP8559
 DP8559'DESCRIBED BY MN DEPT OF TRANSP 2015
 DP8559'1.3 MILES NORTH OF FARMINGTON, 1.3 MILES NORTH ALONG TRUNK HIGHWAY 3
 DP8559'FROM JUNCTION OF TRUNK HIGHWAY 3 AND TRUNK HIGHWAY 50 IN FARMINGTON,
 DP8559'AT TRUNK HIGHWAY 3 MILEPOINT 26.65, 113.1 FEET EAST OF TRUNK HIGHWAY
 DP8559'3, 55.7 FEET NORTH OF COUNTY ROAD 66 (VERMILLION RIVER TRAIL), 5.3
 DP8559'FEET SOUTH OF FENCE LINE, 1.5 FEET SOUTH OF WITNESS POST.
 DP8559
 DP8559                          STATION RECOVERY (2022)
 DP8559
 DP8559'RECOVERY NOTE BY MN DEPT OF TRANSP 2022 (MJS)
 DP8559'1.3 MI (2.1 KM) NORTH OF FARMINGTON, 1.3 MI (2.1 KM) NORTH ALONG TRUNK
 DP8559'HIGHWAY 3 FROM THE JUNCTION OF TRUNK HIGHWAY 3 AND TRUNK HIGHWAY 50 IN
 DP8559'FARMINGTON, AT TRUNK HIGHWAY 3 MILE POINT 26.65, 113.1 FT (34.5 M)
 DP8559'EAST OF TRUNK HIGHWAY 3, 47.5 FT (14.5 M) NORTH OF COUNTY ROAD 66
 DP8559'(VERMILLION RIVER TRAIL), 30.5 FT (9.3 M) NORTHWEST OF A POWER POLE
 DP8559'NUMBER 19A85, 5.3 FT (1.6 M) SOUTH OF A FENCE LINE, 2.0 NORTHEAST OF
 DP8559'THE NORTHEAST CORNER OF A POWER PEDESTAL, 1.5 FT (0.5 M) SOUTH OF A
 DP8559'WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DP8560 ***********************************************************************
 DP8560  DESIGNATION -  1921 Q
 DP8560  PID         -  DP8560
 DP8560  STATE/COUNTY-  MN/DAKOTA
 DP8560  COUNTRY     -  US
 DP8560  USGS QUAD   -  FARMINGTON (2019)
 DP8560
 DP8560                         *CURRENT SURVEY CONTROL
 DP8560  ______________________________________________________________________
 DP8560* NAD 83(2011) POSITION- 44 41 53.80196(N) 093 08 10.78992(W)   ADJUSTED
 DP8560* NAD 83(2011) ELLIP HT-   262.359 (meters)        (09/11/15)   ADJUSTED
 DP8560* NAD 83(2011) EPOCH   -  2010.00
 DP8560* NAVD 88 ORTHO HEIGHT -   290.323 (meters)      952.50  (feet) ADJUSTED
 DP8560  ______________________________________________________________________
 DP8560  GEOID HEIGHT    -        -27.970 (meters)                     GEOID18
 DP8560  NAD 83(2011) X  -   -248,470.221 (meters)                     COMP
 DP8560  NAD 83(2011) Y  - -4,534,621.866 (meters)                     COMP
 DP8560  NAD 83(2011) Z  -  4,463,761.354 (meters)                     COMP
 DP8560  LAPLACE CORR    -         -9.53  (seconds)                    DEFLEC18
 DP8560  DYNAMIC HEIGHT  -        290.298 (meters)      952.42  (feet) COMP
 DP8560  MODELED GRAVITY -    980,524.2   (mgal)                       NAVD 88
 DP8560
 DP8560  VERT ORDER      -  SECOND    CLASS I
 DP8560
 DP8560  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DP8560  Standards:
 DP8560         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DP8560            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DP8560  -------------------------------------------------------------------
 DP8560  NETWORK    0.49   1.31           0.22   0.18   0.67      0.05673093
 DP8560  -------------------------------------------------------------------
 DP8560  Click here for local accuracies and other accuracy information.
 DP8560
 DP8560.The horizontal coordinates were established by GPS observations
 DP8560.and adjusted by the MN DEPT OF TRANSP in September 2015.
 DP8560
 DP8560.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DP8560.been affixed to the stable North American tectonic plate. See 
 DP8560.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DP8560
 DP8560.The horizontal coordinates are valid at the epoch date displayed above
 DP8560.which is a decimal equivalence of Year/Month/Day.
 DP8560
 DP8560.The orthometric height was determined by differential leveling and
 DP8560.adjusted by the NATIONAL GEODETIC SURVEY
 DP8560.in September 2016.
 DP8560
 DP8560.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP8560.GEOID18 height accuracy estimate available here.
 DP8560
 DP8560.Click photographs - Photos may exist for this station.
 DP8560
 DP8560.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DP8560
 DP8560.The Laplace correction was computed from DEFLEC18 derived deflections.
 DP8560
 DP8560.The ellipsoidal height was determined by GPS observations
 DP8560.and is referenced to NAD 83.
 DP8560
 DP8560.The dynamic height is computed by dividing the NAVD 88
 DP8560.geopotential number by the normal gravity value computed on the
 DP8560.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP8560.degrees latitude (g = 980.6199 gals.).
 DP8560
 DP8560.The modeled gravity was interpolated from observed gravity values.
 DP8560
 DP8560. The following values were computed from the NAD 83(2011) position.
 DP8560
 DP8560;                    North         East     Units Scale Factor Converg.
 DP8560;SPC MN S     -   289,060.360   868,447.845   MT  0.99992792   +0 36 19.3
 DP8560;SPC MN S     -   948,358.86  2,849,232.64   sFT  0.99992792   +0 36 19.3
 DP8560;UTM  15      - 4,949,442.874   489,198.826   MT  0.99960143   -0 05 45.2
 DP8560
 DP8560!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DP8560!SPC MN S     -   0.99995887  x   0.99992792  =   0.99988679
 DP8560!UTM  15      -   0.99995887  x   0.99960143  =   0.99956031
 DP8560
 DP8560_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK8919849442(NAD 83)
 DP8560
 DP8560                          SUPERSEDED SURVEY CONTROL
 DP8560
 DP8560.No superseded survey control is available for this station.
 DP8560
 DP8560_MARKER: F = FLANGE-ENCASED ROD
 DP8560_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DP8560_STAMPING: 1921 Q 2015
 DP8560_MARK LOGO: MNDT
 DP8560_PROJECTION: RECESSED 5 CENTIMETERS
 DP8560_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DP8560_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DP8560_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP8560+SATELLITE: SATELLITE OBSERVATIONS - October 31, 2022
 DP8560_ROD/PIPE-DEPTH: 13.1 meters
 DP8560
 DP8560  HISTORY     - Date     Condition        Report By
 DP8560  HISTORY     - 20150402 MONUMENTED       MNDT
 DP8560  HISTORY     - 20221031 GOOD             MNDT
 DP8560
 DP8560                          STATION DESCRIPTION
 DP8560
 DP8560'DESCRIBED BY MN DEPT OF TRANSP 2015
 DP8560'2.55 MILES SOUTH OF ROSEMOUNT, 2.55 MILES SOUTH ALONG TRUNK HIGHWAY 3
 DP8560'FROM JUNCTION OF TRUNK HIGHWAY 3 AND COUNTY ROAD 42 IN ROSEMOUNT, AT
 DP8560'TRUNK HIGHWAY 3 MILEPOINT 30.0, 50.0 FEET EAST OF TRUNK HIGHWAY 3, 7.9
 DP8560'FEET NORTH OF CABLE BOX, 1.5 FEET SOUTH OF WITNESS POST.
 DP8560
 DP8560                          STATION RECOVERY (2022)
 DP8560
 DP8560'RECOVERY NOTE BY MN DEPT OF TRANSP 2022 (MJS)
 DP8560'2.55 MI (4.10 KM) SOUTH OF ROSEMOUNT, 2.55 MI (4.10 KM) SOUTH ALONG
 DP8560'TRUNK HIGHWAY 3 FROM THE JUNCTION OF TRUNK HIGHWAY 3 AND COUNTY ROAD
 DP8560'42 IN ROSEMOUNT, AT TRUNK HIGHWAY 3 MILE POINT 30.0, 50.0 FT (15.2 M)
 DP8560'EAST OF TRUNK HIGHWAY 3, 7.9 FT (2.4 M) NORTH OF A CABLE BOX, 1.5 FT
 DP8560'(0.5 M) SOUTH OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DP8561 ***********************************************************************
 DP8561  DESIGNATION -  1921 R
 DP8561  PID         -  DP8561
 DP8561  STATE/COUNTY-  MN/DAKOTA
 DP8561  COUNTRY     -  US
 DP8561  USGS QUAD   -  FARMINGTON (2019)
 DP8561
 DP8561                         *CURRENT SURVEY CONTROL
 DP8561  ______________________________________________________________________
 DP8561* NAD 83(2011) POSITION- 44 42 43.84753(N) 093 07 58.32013(W)   ADJUSTED
 DP8561* NAD 83(2011) ELLIP HT-   258.960 (meters)        (09/11/15)   ADJUSTED
 DP8561* NAD 83(2011) EPOCH   -  2010.00
 DP8561* NAVD 88 ORTHO HEIGHT -   286.880 (meters)      941.21  (feet) ADJUSTED
 DP8561  ______________________________________________________________________
 DP8561  GEOID HEIGHT    -        -27.922 (meters)                     GEOID18
 DP8561  NAD 83(2011) X  -   -248,136.554 (meters)                     COMP
 DP8561  NAD 83(2011) Y  - -4,533,549.326 (meters)                     COMP
 DP8561  NAD 83(2011) Z  -  4,464,856.969 (meters)                     COMP
 DP8561  LAPLACE CORR    -         -9.22  (seconds)                    DEFLEC18
 DP8561  DYNAMIC HEIGHT  -        286.857 (meters)      941.13  (feet) COMP
 DP8561  MODELED GRAVITY -    980,529.1   (mgal)                       NAVD 88
 DP8561
 DP8561  VERT ORDER      -  SECOND    CLASS I
 DP8561
 DP8561  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DP8561  Standards:
 DP8561         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DP8561            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DP8561  -------------------------------------------------------------------
 DP8561  NETWORK    0.49   1.33           0.22   0.18   0.68      0.07210968
 DP8561  -------------------------------------------------------------------
 DP8561  Click here for local accuracies and other accuracy information.
 DP8561
 DP8561.The horizontal coordinates were established by GPS observations
 DP8561.and adjusted by the MN DEPT OF TRANSP in September 2015.
 DP8561
 DP8561.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DP8561.been affixed to the stable North American tectonic plate. See 
 DP8561.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DP8561
 DP8561.The horizontal coordinates are valid at the epoch date displayed above
 DP8561.which is a decimal equivalence of Year/Month/Day.
 DP8561
 DP8561.The orthometric height was determined by differential leveling and
 DP8561.adjusted by the NATIONAL GEODETIC SURVEY
 DP8561.in September 2016.
 DP8561
 DP8561.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP8561.GEOID18 height accuracy estimate available here.
 DP8561
 DP8561.Click photographs - Photos may exist for this station.
 DP8561
 DP8561.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DP8561
 DP8561.The Laplace correction was computed from DEFLEC18 derived deflections.
 DP8561
 DP8561.The ellipsoidal height was determined by GPS observations
 DP8561.and is referenced to NAD 83.
 DP8561
 DP8561.The dynamic height is computed by dividing the NAVD 88
 DP8561.geopotential number by the normal gravity value computed on the
 DP8561.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP8561.degrees latitude (g = 980.6199 gals.).
 DP8561
 DP8561.The modeled gravity was interpolated from observed gravity values.
 DP8561
 DP8561. The following values were computed from the NAD 83(2011) position.
 DP8561
 DP8561;                    North         East     Units Scale Factor Converg.
 DP8561;SPC MN S     -   290,607.892   868,705.965   MT  0.99992879   +0 36 28.1
 DP8561;SPC MN S     -   953,436.06  2,850,079.49   sFT  0.99992879   +0 36 28.1
 DP8561;UTM  15      - 4,950,986.626   489,475.776   MT  0.99960136   -0 05 36.5
 DP8561
 DP8561!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DP8561!SPC MN S     -   0.99995940  x   0.99992879  =   0.99988819
 DP8561!UTM  15      -   0.99995940  x   0.99960136  =   0.99956077
 DP8561
 DP8561_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK8947550986(NAD 83)
 DP8561
 DP8561                          SUPERSEDED SURVEY CONTROL
 DP8561
 DP8561.No superseded survey control is available for this station.
 DP8561
 DP8561_MARKER: F = FLANGE-ENCASED ROD
 DP8561_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DP8561_STAMPING: 1921 R 2015
 DP8561_MARK LOGO: MNDT
 DP8561_PROJECTION: RECESSED 5 CENTIMETERS
 DP8561_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DP8561_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DP8561_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP8561+SATELLITE: SATELLITE OBSERVATIONS - October 31, 2022
 DP8561_ROD/PIPE-DEPTH: 8.8 meters
 DP8561
 DP8561  HISTORY     - Date     Condition        Report By
 DP8561  HISTORY     - 20150401 MONUMENTED       MNDT
 DP8561  HISTORY     - 20221031 GOOD             MNDT
 DP8561
 DP8561                          STATION DESCRIPTION
 DP8561
 DP8561'DESCRIBED BY MN DEPT OF TRANSP 2015
 DP8561'1.55 MILES SOUTH OF ROSEMOUNT, 1.55 MILES SOUTH ALONG TRUNK HIGHWAY 3
 DP8561'FROM JUNCTION OF TRUNK HIGHWAY 3 AND COUNTY ROAD 42 IN ROSEMOUNT, AT
 DP8561'TRUNK HIGHWAY 3 MILEPOINT 31.05, 64.0 FEET NORTHWEST OF TRUNK HIGHWAY
 DP8561'3, 123.0 FEET NORTHEAST OF 164TH STREET WEST, 1.5 FEET SOUTHWEST OF
 DP8561'WITNESS POST.
 DP8561
 DP8561                          STATION RECOVERY (2022)
 DP8561
 DP8561'RECOVERY NOTE BY MN DEPT OF TRANSP 2022 (MJS)
 DP8561'1.55 MI (2.49 KM) SOUTH OF ROSEMOUNT, 1.55 MI (2.49 KM) SOUTH ALONG
 DP8561'TRUNK HIGHWAY 3 FROM THE JUNCTION OF TRUNK HIGHWAY 3 AND COUNTY ROAD
 DP8561'42 IN ROSEMOUNT, AT TRUNK HIGHWAY 3 MILE POINT 31.05, 64.0 FT (19.5 M)
 DP8561'NORTHWEST OF TRUNK HIGHWAY 3, 123.0 FT (37.5 M) NORTHEAST OF 164TH
 DP8561'STREET WEST, 1.5 FT (0.5 M) SOUTHWEST OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DQ1123 ***********************************************************************
 DQ1123  DESIGNATION -  1921 S
 DQ1123  PID         -  DQ1123
 DQ1123  STATE/COUNTY-  MN/DAKOTA
 DQ1123  COUNTRY     -  US
 DQ1123  USGS QUAD   -  FARMINGTON (2019)
 DQ1123
 DQ1123                         *CURRENT SURVEY CONTROL
 DQ1123  ______________________________________________________________________
 DQ1123* NAD 83(1986) POSITION- 44 43 53.21   (N) 093 07 41.88   (W)   HD_HELD1
 DQ1123* NAVD 88 ORTHO HEIGHT -   292.174 (meters)      958.57  (feet) ADJUSTED
 DQ1123  ______________________________________________________________________
 DQ1123  GEOID HEIGHT    -        -27.852 (meters)                     GEOID18
 DQ1123  DYNAMIC HEIGHT  -        292.153 (meters)      958.51  (feet) COMP
 DQ1123  MODELED GRAVITY -    980,535.9   (mgal)                       NAVD 88
 DQ1123
 DQ1123  VERT ORDER      -  SECOND    CLASS I
 DQ1123
 DQ1123.The horizontal coordinates were determined by differentially corrected
 DQ1123.hand held GPS observations or other comparable positioning techniques
 DQ1123.and have an estimated accuracy of +/- 3 meters.
 DQ1123
 DQ1123.The orthometric height was determined by differential leveling and
 DQ1123.adjusted by the NATIONAL GEODETIC SURVEY
 DQ1123.in September 2016.
 DQ1123
 DQ1123.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ1123.GEOID18 height accuracy estimate available here.
 DQ1123
 DQ1123.Click photographs - Photos may exist for this station.
 DQ1123
 DQ1123.The dynamic height is computed by dividing the NAVD 88
 DQ1123.geopotential number by the normal gravity value computed on the
 DQ1123.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ1123.degrees latitude (g = 980.6199 gals.).
 DQ1123
 DQ1123.The modeled gravity was interpolated from observed gravity values.
 DQ1123
 DQ1123;                    North         East    Units  Estimated Accuracy
 DQ1123;SPC MN S     -   292,752.6     869,045.0     MT  (+/- 3 meters HH1 GPS) 
 DQ1123
 DQ1123_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK8984053126(NAD 83)
 DQ1123
 DQ1123                          SUPERSEDED SURVEY CONTROL
 DQ1123
 DQ1123.No superseded survey control is available for this station.
 DQ1123
 DQ1123_MARKER: F = FLANGE-ENCASED ROD
 DQ1123_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DQ1123_STAMPING: 1921 S 2015
 DQ1123_MARK LOGO: MNDT
 DQ1123_PROJECTION: RECESSED 5 CENTIMETERS
 DQ1123_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DQ1123_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ1123_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ1123+SATELLITE: SATELLITE OBSERVATIONS - October 31, 2022
 DQ1123_ROD/PIPE-DEPTH: 16.2 meters
 DQ1123
 DQ1123  HISTORY     - Date     Condition        Report By
 DQ1123  HISTORY     - 20150401 MONUMENTED       MNDT
 DQ1123  HISTORY     - 20221031 GOOD             MNDT
 DQ1123
 DQ1123                          STATION DESCRIPTION
 DQ1123
 DQ1123'DESCRIBED BY MN DEPT OF TRANSP 2015
 DQ1123'THE STATION IS LOCATED ABOUT 8.9 MI (14.3 KM) WEST-NORTHWEST OF
 DQ1123'VERMILLION, 6.3 MI (10.1 KM) NORTH OF FARMINGTON AND 4.7 MI (7.6 KM)
 DQ1123'WEST-NORTHWEST OF COATES.
 DQ1123'
 DQ1123'TO REACH THE MARK GO TO THE JUNCTION OF TRUNK HIGHWAY 3 AND COUNTY
 DQ1123'ROAD 42 IN ROSEMOUNT, AT TRUNK HIGHWAY 3 MILE POINT 32.45.
 DQ1123'
 DQ1123'THE MARK IS LOCATED 62.1 FT (18.9 M) NORTHWEST OF TRUNK HIGHWAY 3,
 DQ1123'83.1 FT (25.3 M) SOUTH OF EASTBOUND COUNTY ROAD 42 FOG LINE OF TURN
 DQ1123'LANE, 6.1 FT (1.9 M) SOUTHEAST OF CHAIN LINK FENCE, 5.6 FT (1.7 M)
 DQ1123'SOUTHEAST OF A WITNESS POST.
 DQ1123'
 DQ1123'NOTE - THE STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM
 DQ1123'ROD DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION REMOVABLE
 DQ1123'DISK SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH
 DQ1123'PVC PIPE BACK FILLED WITH WASHED SAND.
 DQ1123
 DQ1123                          STATION RECOVERY (2022)
 DQ1123
 DQ1123'RECOVERY NOTE BY MN DEPT OF TRANSP 2022 (MJS)
 DQ1123'IN ROSEMOUNT, AT THE JUNCTION OF TRUNK HIGHWAY 3 AND COUNTY ROAD 42 IN
 DQ1123'ROSEMOUNT, AT TRUNK HIGHWAY 3 MILE POINT 32.45, 62.1 FT (18.9 M)
 DQ1123'NORTHWEST OF TRUNK HIGHWAY 3, 83.1 FT (25.3 M) SOUTH OF AN EASTBOUND
 DQ1123'COUNTY ROAD 42 FOG LINE OF A TURN LANE, 6.1 FT (1.9 M) SOUTHEAST OF A
 DQ1123'CHAIN LINK FENCE, 5.6 FT (1.7 M) SOUTHEAST OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DP8562 ***********************************************************************
 DP8562  DESIGNATION -  1921 T
 DP8562  PID         -  DP8562
 DP8562  STATE/COUNTY-  MN/DAKOTA
 DP8562  COUNTRY     -  US
 DP8562  USGS QUAD   -  FARMINGTON (2019)
 DP8562
 DP8562                         *CURRENT SURVEY CONTROL
 DP8562  ______________________________________________________________________
 DP8562* NAD 83(2011) POSITION- 44 44 42.96296(N) 093 07 36.62451(W)   ADJUSTED
 DP8562* NAD 83(2011) ELLIP HT-   265.035 (meters)        (09/11/15)   ADJUSTED
 DP8562* NAD 83(2011) EPOCH   -  2010.00
 DP8562* NAVD 88 ORTHO HEIGHT -   292.832 (meters)      960.73  (feet) ADJUSTED
 DP8562  ______________________________________________________________________
 DP8562  GEOID HEIGHT    -        -27.798 (meters)                     GEOID18
 DP8562  NAD 83(2011) X  -   -247,518.782 (meters)                     COMP
 DP8562  NAD 83(2011) Y  - -4,530,995.827 (meters)                     COMP
 DP8562  NAD 83(2011) Z  -  4,467,473.601 (meters)                     COMP
 DP8562  LAPLACE CORR    -         -9.06  (seconds)                    DEFLEC18
 DP8562  DYNAMIC HEIGHT  -        292.812 (meters)      960.67  (feet) COMP
 DP8562  MODELED GRAVITY -    980,540.5   (mgal)                       NAVD 88
 DP8562
 DP8562  VERT ORDER      -  SECOND    CLASS I
 DP8562
 DP8562  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DP8562  Standards:
 DP8562         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DP8562            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DP8562  -------------------------------------------------------------------
 DP8562  NETWORK    0.47   1.29           0.20   0.18   0.66      0.08266639
 DP8562  -------------------------------------------------------------------
 DP8562  Click here for local accuracies and other accuracy information.
 DP8562
 DP8562.The horizontal coordinates were established by GPS observations
 DP8562.and adjusted by the MN DEPT OF TRANSP in September 2015.
 DP8562
 DP8562.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DP8562.been affixed to the stable North American tectonic plate. See 
 DP8562.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DP8562
 DP8562.The horizontal coordinates are valid at the epoch date displayed above
 DP8562.which is a decimal equivalence of Year/Month/Day.
 DP8562
 DP8562.The orthometric height was determined by differential leveling and
 DP8562.adjusted by the NATIONAL GEODETIC SURVEY
 DP8562.in September 2016.
 DP8562
 DP8562.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP8562.GEOID18 height accuracy estimate available here.
 DP8562
 DP8562.Click photographs - Photos may exist for this station.
 DP8562
 DP8562.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DP8562
 DP8562.The Laplace correction was computed from DEFLEC18 derived deflections.
 DP8562
 DP8562.The ellipsoidal height was determined by GPS observations
 DP8562.and is referenced to NAD 83.
 DP8562
 DP8562.The dynamic height is computed by dividing the NAVD 88
 DP8562.geopotential number by the normal gravity value computed on the
 DP8562.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP8562.degrees latitude (g = 980.6199 gals.).
 DP8562
 DP8562.The modeled gravity was interpolated from observed gravity values.
 DP8562
 DP8562. The following values were computed from the NAD 83(2011) position.
 DP8562
 DP8562;                    North         East     Units Scale Factor Converg.
 DP8562;SPC MN S     -   294,289.418   869,144.180   MT  0.99993107   +0 36 43.3
 DP8562;SPC MN S     -   965,514.53  2,851,517.20   sFT  0.99993107   +0 36 43.3
 DP8562;UTM  15      - 4,954,661.305   489,958.860   MT  0.99960124   -0 05 21.4
 DP8562
 DP8562!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DP8562!SPC MN S     -   0.99995845  x   0.99993107  =   0.99988952
 DP8562!UTM  15      -   0.99995845  x   0.99960124  =   0.99955970
 DP8562
 DP8562_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK8995854661(NAD 83)
 DP8562
 DP8562                          SUPERSEDED SURVEY CONTROL
 DP8562
 DP8562.No superseded survey control is available for this station.
 DP8562
 DP8562_MARKER: F = FLANGE-ENCASED ROD
 DP8562_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DP8562_STAMPING: 1921 T 2015
 DP8562_MARK LOGO: MNDT
 DP8562_PROJECTION: RECESSED 5 CENTIMETERS
 DP8562_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DP8562_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DP8562_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP8562+SATELLITE: SATELLITE OBSERVATIONS - October 31, 2022
 DP8562_ROD/PIPE-DEPTH: 18.0 meters
 DP8562
 DP8562  HISTORY     - Date     Condition        Report By
 DP8562  HISTORY     - 20150402 MONUMENTED       MNDT
 DP8562  HISTORY     - 20221031 GOOD             MNDT
 DP8562
 DP8562                          STATION DESCRIPTION
 DP8562
 DP8562'DESCRIBED BY MN DEPT OF TRANSP 2015
 DP8562'IN ROSEMOUNT, 1.0 MILE NORTH ALONG TRUNK HIGHWAY 3 FROM JUNCTION OF
 DP8562'TRUNK HIGHWAY 3 AND COUNTY ROAD 42 IN ROSEMOUNT, AT TRUNK HIGHWAY 3
 DP8562'MILEPOINT 33.45, 58.2 FEET EAST-SOUTHEAST OF TRUNK HIGHWAY 3, 37.8
 DP8562'FEET NORTH-NORTHEAST OF CENTER OF UNDERGROUND TUNNEL, 1.5 FEET
 DP8562'WEST-NORTHWEST OF WITNESS POST.
 DP8562
 DP8562                          STATION RECOVERY (2022)
 DP8562
 DP8562'RECOVERY NOTE BY MN DEPT OF TRANSP 2022 (MJS)
 DP8562'IN ROSEMOUNT, 1.0 MI (1.6 KM) NORTH ALONG TRUNK HIGHWAY 3 FROM THE
 DP8562'JUNCTION OF TRUNK HIGHWAY 3 AND COUNTY ROAD 42 IN ROSEMOUNT, AT TRUNK
 DP8562'HIGHWAY 3 MILE POINT 33.45, 58.2 FT (17.7 M) EAST-SOUTHEAST OF TRUNK
 DP8562'HIGHWAY 3, 37.8 FT (11.5 M) NORTH-NORTHEAST OF THE CENTER OF AN
 DP8562'UNDERGROUND TUNNEL, 1.5 FT (0.5 M) WEST-NORTHWEST OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DQ1121 ***********************************************************************
 DQ1121  DESIGNATION -  1921 U
 DQ1121  PID         -  DQ1121
 DQ1121  STATE/COUNTY-  MN/DAKOTA
 DQ1121  COUNTRY     -  US
 DQ1121  USGS QUAD   -  INVER GROVE HEIGHTS (2019)
 DQ1121
 DQ1121                         *CURRENT SURVEY CONTROL
 DQ1121  ______________________________________________________________________
 DQ1121* NAD 83(1986) POSITION- 44 45 25.69   (N) 093 07 22.28   (W)   HD_HELD1
 DQ1121* NAVD 88 ORTHO HEIGHT -   295.457 (meters)      969.35  (feet) ADJUSTED
 DQ1121  ______________________________________________________________________
 DQ1121  GEOID HEIGHT    -        -27.764 (meters)                     GEOID18
 DQ1121  DYNAMIC HEIGHT  -        295.438 (meters)      969.28  (feet) COMP
 DQ1121  MODELED GRAVITY -    980,544.5   (mgal)                       NAVD 88
 DQ1121
 DQ1121  VERT ORDER      -  SECOND    CLASS I
 DQ1121
 DQ1121.The horizontal coordinates were determined by differentially corrected
 DQ1121.hand held GPS observations or other comparable positioning techniques
 DQ1121.and have an estimated accuracy of +/- 3 meters.
 DQ1121
 DQ1121.The orthometric height was determined by differential leveling and
 DQ1121.adjusted by the NATIONAL GEODETIC SURVEY
 DQ1121.in September 2016.
 DQ1121
 DQ1121.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ1121.GEOID18 height accuracy estimate available here.
 DQ1121
 DQ1121.Click photographs - Photos may exist for this station.
 DQ1121
 DQ1121.The dynamic height is computed by dividing the NAVD 88
 DQ1121.geopotential number by the normal gravity value computed on the
 DQ1121.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ1121.degrees latitude (g = 980.6199 gals.).
 DQ1121
 DQ1121.The modeled gravity was interpolated from observed gravity values.
 DQ1121
 DQ1121;                    North         East    Units  Estimated Accuracy
 DQ1121;SPC MN S     -   295,611.6     869,445.5     MT  (+/- 3 meters HH1 GPS) 
 DQ1121
 DQ1121_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK9027655979(NAD 83)
 DQ1121
 DQ1121                          SUPERSEDED SURVEY CONTROL
 DQ1121
 DQ1121.No superseded survey control is available for this station.
 DQ1121
 DQ1121_MARKER: F = FLANGE-ENCASED ROD
 DQ1121_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DQ1121_STAMPING: 1921 U 2015
 DQ1121_MARK LOGO: MNDT
 DQ1121_PROJECTION: RECESSED 5 CENTIMETERS
 DQ1121_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DQ1121_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ1121_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ1121+SATELLITE: SATELLITE OBSERVATIONS - October 31, 2022
 DQ1121_ROD/PIPE-DEPTH: 16.5 meters
 DQ1121
 DQ1121  HISTORY     - Date     Condition        Report By
 DQ1121  HISTORY     - 20150401 MONUMENTED       MNDT
 DQ1121  HISTORY     - 20221031 GOOD             MNDT
 DQ1121
 DQ1121                          STATION DESCRIPTION
 DQ1121
 DQ1121'DESCRIBED BY MN DEPT OF TRANSP 2015
 DQ1121'THE STATION IS LOCATED ABOUT 8.1 MI (13.0 KM) NORTH OF FARMINGTON, 7.4
 DQ1121'MI (11.9 KM) SOUTH-SOUTHWEST OF INVER GROVE HEIGHTS AND 5.2 MI (8.4
 DQ1121'KM) WEST-NORTHWEST OF COATES.
 DQ1121'
 DQ1121'TO REACH THE MARK GO 1.8 MI (2.9 KM) NORTH ALONG TRUNK HIGHWAY 3 FROM
 DQ1121'THE JUNCTION OF TRUNK HIGHWAY 3 AND COUNTY ROAD 42 IN ROSEMOUNT, AT
 DQ1121'TRUNK HIGHWAY 3 MILE POINT 34.25.
 DQ1121'
 DQ1121'THE MARK IS LOCATED 76.2 FT (23.2 M) EAST OF TRUNK HIGHWAY 3 FOG LINE
 DQ1121'OF TURN LANE, 73.2 FT (22.3 M) SOUTH OF BONAIRE PATH, 1.5 FT (0.5 M)
 DQ1121'WEST OF A WITNESS POST.
 DQ1121'
 DQ1121'NOTE - THE STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM
 DQ1121'ROD DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION REMOVABLE
 DQ1121'DISK SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH
 DQ1121'PVC PIPE BACK FILLED WITH WASHED SAND.
 DQ1121
 DQ1121                          STATION RECOVERY (2022)
 DQ1121
 DQ1121'RECOVERY NOTE BY MN DEPT OF TRANSP 2022 (MJS)
 DQ1121'IN ROSEMOUNT, 1.8 MI (2.9 KM) NORTH ALONG TRUNK HIGHWAY 3 FROM THE
 DQ1121'JUNCTION OF TRUNK HIGHWAY 3 AND COUNTY ROAD 42 IN ROSEMOUNT, AT TRUNK
 DQ1121'HIGHWAY 3 MILE POINT 34.25, 76.2 FT (23.2 M) EAST OF A TRUNK HIGHWAY 3
 DQ1121'FOG LINE OF A TURN LANE, 73.2 FT (22.3 M) SOUTH OF BONAIRE PATH, 1.5
 DQ1121'FT (0.5 M) WEST OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DP8563 ***********************************************************************
 DP8563  DESIGNATION -  1921 V
 DP8563  PID         -  DP8563
 DP8563  STATE/COUNTY-  MN/DAKOTA
 DP8563  COUNTRY     -  US
 DP8563  USGS QUAD   -  INVER GROVE HEIGHTS (2019)
 DP8563
 DP8563                         *CURRENT SURVEY CONTROL
 DP8563  ______________________________________________________________________
 DP8563* NAD 83(2011) POSITION- 44 46 06.67993(N) 093 07 18.01321(W)   ADJUSTED
 DP8563* NAD 83(2011) ELLIP HT-   267.212 (meters)        (09/11/15)   ADJUSTED
 DP8563* NAD 83(2011) EPOCH   -  2010.00
 DP8563* NAVD 88 ORTHO HEIGHT -   294.926 (meters)      967.60  (feet) ADJUSTED
 DP8563  ______________________________________________________________________
 DP8563  GEOID HEIGHT    -        -27.724 (meters)                     GEOID18
 DP8563  NAD 83(2011) X  -   -247,010.942 (meters)                     COMP
 DP8563  NAD 83(2011) Y  - -4,529,202.755 (meters)                     COMP
 DP8563  NAD 83(2011) Z  -  4,469,310.272 (meters)                     COMP
 DP8563  LAPLACE CORR    -         -8.85  (seconds)                    DEFLEC18
 DP8563  DYNAMIC HEIGHT  -        294.909 (meters)      967.55  (feet) COMP
 DP8563  MODELED GRAVITY -    980,549.1   (mgal)                       NAVD 88
 DP8563
 DP8563  VERT ORDER      -  SECOND    CLASS I
 DP8563
 DP8563  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DP8563  Standards:
 DP8563         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DP8563            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DP8563  -------------------------------------------------------------------
 DP8563  NETWORK    0.54   1.51           0.23   0.21   0.77      0.08096271
 DP8563  -------------------------------------------------------------------
 DP8563  Click here for local accuracies and other accuracy information.
 DP8563
 DP8563.The horizontal coordinates were established by GPS observations
 DP8563.and adjusted by the MN DEPT OF TRANSP in September 2015.
 DP8563
 DP8563.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DP8563.been affixed to the stable North American tectonic plate. See 
 DP8563.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DP8563
 DP8563.The horizontal coordinates are valid at the epoch date displayed above
 DP8563.which is a decimal equivalence of Year/Month/Day.
 DP8563
 DP8563.The orthometric height was determined by differential leveling and
 DP8563.adjusted by the NATIONAL GEODETIC SURVEY
 DP8563.in September 2016.
 DP8563
 DP8563.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP8563.GEOID18 height accuracy estimate available here.
 DP8563
 DP8563.Click photographs - Photos may exist for this station.
 DP8563
 DP8563.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DP8563
 DP8563.The Laplace correction was computed from DEFLEC18 derived deflections.
 DP8563
 DP8563.The ellipsoidal height was determined by GPS observations
 DP8563.and is referenced to NAD 83.
 DP8563
 DP8563.The dynamic height is computed by dividing the NAVD 88
 DP8563.geopotential number by the normal gravity value computed on the
 DP8563.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP8563.degrees latitude (g = 980.6199 gals.).
 DP8563
 DP8563.The modeled gravity was interpolated from observed gravity values.
 DP8563
 DP8563. The following values were computed from the NAD 83(2011) position.
 DP8563
 DP8563;                    North         East     Units Scale Factor Converg.
 DP8563;SPC MN S     -   296,877.706   869,525.788   MT  0.99993288   +0 36 56.3
 DP8563;SPC MN S     -   974,006.27  2,852,769.19   sFT  0.99993288   +0 36 56.3
 DP8563;UTM  15      - 4,957,243.874   490,371.983   MT  0.99960114   -0 05 08.5
 DP8563
 DP8563!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DP8563!SPC MN S     -   0.99995811  x   0.99993288  =   0.99989099
 DP8563!UTM  15      -   0.99995811  x   0.99960114  =   0.99955926
 DP8563
 DP8563_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK9037157243(NAD 83)
 DP8563
 DP8563                          SUPERSEDED SURVEY CONTROL
 DP8563
 DP8563.No superseded survey control is available for this station.
 DP8563
 DP8563_MARKER: F = FLANGE-ENCASED ROD
 DP8563_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DP8563_STAMPING: 1921 V 2015
 DP8563_MARK LOGO: MNDT
 DP8563_PROJECTION: RECESSED 5 CENTIMETERS
 DP8563_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DP8563_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DP8563_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP8563+SATELLITE: SATELLITE OBSERVATIONS - October 31, 2022
 DP8563_ROD/PIPE-DEPTH: 9.8 meters
 DP8563
 DP8563  HISTORY     - Date     Condition        Report By
 DP8563  HISTORY     - 20150402 MONUMENTED       MNDT
 DP8563  HISTORY     - 20221031 GOOD             MNDT
 DP8563
 DP8563                          STATION DESCRIPTION
 DP8563
 DP8563'DESCRIBED BY MN DEPT OF TRANSP 2015
 DP8563'IN ROSEMOUNT, 2.65 MILES NORTH ALONG TRUNK HIGHWAY 3 FROM JUNCTION OF
 DP8563'TRUNK HIGHWAY 3 AND COUNTY ROAD 42 IN ROSEMOUNT, AT TRUNK HIGHWAY 3
 DP8563'MILEPOINT 35.1, 28.7 FEET WEST-NORTHWEST OF TRUNK HIGHWAY 3 FOG LINE
 DP8563'OF TURN LANE, 21.1 FEET NORTH-NORTHEAST OF ENTRANCE, 1.5 FEET
 DP8563'EAST-SOUTHEAST OF WITNESS POST.
 DP8563
 DP8563                          STATION RECOVERY (2022)
 DP8563
 DP8563'RECOVERY NOTE BY MN DEPT OF TRANSP 2022 (MJS)
 DP8563'IN ROSEMOUNT, 2.65 MI (4.26 KM) NORTH ALONG TRUNK HIGHWAY 3 FROM THE
 DP8563'JUNCTION OF TRUNK HIGHWAY 3 AND COUNTY ROAD 42 IN ROSEMOUNT, AT TRUNK
 DP8563'HIGHWAY 3 MILE POINT 35.1, 28.7 FT (8.7 M) WEST-NORTHWEST OF A TRUNK
 DP8563'HIGHWAY 3 FOG LINE OF A TURN LANE, 21.1 FT (6.4 M) NORTH-NORTHEAST OF
 DP8563'AN ENTRANCE, 1.5 FT (0.5 M) EAST-SOUTHEAST OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DP8564 ***********************************************************************
 DP8564  DESIGNATION -  1921 W
 DP8564  PID         -  DP8564
 DP8564  STATE/COUNTY-  MN/DAKOTA
 DP8564  COUNTRY     -  US
 DP8564  USGS QUAD   -  INVER GROVE HEIGHTS (2019)
 DP8564
 DP8564                         *CURRENT SURVEY CONTROL
 DP8564  ______________________________________________________________________
 DP8564* NAD 83(2011) POSITION- 44 47 48.39583(N) 093 06 29.37090(W)   ADJUSTED
 DP8564* NAD 83(2011) ELLIP HT-   253.836 (meters)        (09/11/15)   ADJUSTED
 DP8564* NAD 83(2011) EPOCH   -  2010.00
 DP8564* NAVD 88 ORTHO HEIGHT -   281.514 (meters)      923.60  (feet) ADJUSTED
 DP8564  ______________________________________________________________________
 DP8564  GEOID HEIGHT    -        -27.673 (meters)                     GEOID18
 DP8564  NAD 83(2011) X  -   -245,822.394 (meters)                     COMP
 DP8564  NAD 83(2011) Y  - -4,527,042.797 (meters)                     COMP
 DP8564  NAD 83(2011) Z  -  4,471,529.552 (meters)                     COMP
 DP8564  LAPLACE CORR    -         -8.48  (seconds)                    DEFLEC18
 DP8564  DYNAMIC HEIGHT  -        281.500 (meters)      923.55  (feet) COMP
 DP8564  MODELED GRAVITY -    980,560.4   (mgal)                       NAVD 88
 DP8564
 DP8564  VERT ORDER      -  SECOND    CLASS I
 DP8564
 DP8564  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DP8564  Standards:
 DP8564         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DP8564            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DP8564  -------------------------------------------------------------------
 DP8564  NETWORK    0.69   2.00           0.31   0.25   1.02      0.06674931
 DP8564  -------------------------------------------------------------------
 DP8564  Click here for local accuracies and other accuracy information.
 DP8564
 DP8564.The horizontal coordinates were established by GPS observations
 DP8564.and adjusted by the MN DEPT OF TRANSP in September 2015.
 DP8564
 DP8564.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DP8564.been affixed to the stable North American tectonic plate. See 
 DP8564.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DP8564
 DP8564.The horizontal coordinates are valid at the epoch date displayed above
 DP8564.which is a decimal equivalence of Year/Month/Day.
 DP8564
 DP8564.The orthometric height was determined by differential leveling and
 DP8564.adjusted by the NATIONAL GEODETIC SURVEY
 DP8564.in September 2016.
 DP8564
 DP8564.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP8564.GEOID18 height accuracy estimate available here.
 DP8564
 DP8564.Click photographs - Photos may exist for this station.
 DP8564
 DP8564.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DP8564
 DP8564.The Laplace correction was computed from DEFLEC18 derived deflections.
 DP8564
 DP8564.The ellipsoidal height was determined by GPS observations
 DP8564.and is referenced to NAD 83.
 DP8564
 DP8564.The dynamic height is computed by dividing the NAVD 88
 DP8564.geopotential number by the normal gravity value computed on the
 DP8564.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP8564.degrees latitude (g = 980.6199 gals.).
 DP8564
 DP8564.The modeled gravity was interpolated from observed gravity values.
 DP8564
 DP8564. The following values were computed from the NAD 83(2011) position.
 DP8564
 DP8564;                    North         East     Units Scale Factor Converg.
 DP8564;SPC MN S     -   300,028.737   870,561.039   MT  0.99993530   +0 37 30.4
 DP8564;SPC MN S     -   984,344.28  2,856,165.68   sFT  0.99993530   +0 37 30.4
 DP8564;UTM  15      - 4,960,380.951   491,445.369   MT  0.99960090   -0 04 34.3
 DP8564
 DP8564!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DP8564!SPC MN S     -   0.99996020  x   0.99993530  =   0.99989551
 DP8564!UTM  15      -   0.99996020  x   0.99960090  =   0.99956112
 DP8564
 DP8564_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK9144560380(NAD 83)
 DP8564
 DP8564                          SUPERSEDED SURVEY CONTROL
 DP8564
 DP8564.No superseded survey control is available for this station.
 DP8564
 DP8564_MARKER: F = FLANGE-ENCASED ROD
 DP8564_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DP8564_STAMPING: 1921 W 2015
 DP8564_MARK LOGO: MNDT
 DP8564_PROJECTION: RECESSED 5 CENTIMETERS
 DP8564_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DP8564_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DP8564_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP8564+SATELLITE: SATELLITE OBSERVATIONS - July 21, 2023
 DP8564_ROD/PIPE-DEPTH: 8.8 meters
 DP8564
 DP8564  HISTORY     - Date     Condition        Report By
 DP8564  HISTORY     - 20150402 MONUMENTED       MNDT
 DP8564  HISTORY     - 20230721 GOOD             MNDT
 DP8564
 DP8564                          STATION DESCRIPTION
 DP8564
 DP8564'DESCRIBED BY MN DEPT OF TRANSP 2015
 DP8564'IN EAGAN, 0.45 MILE NORTH ALONG TRUNK HIGHWAY 3 FROM JUNCTION OF TRUNK
 DP8564'HIGHWAY 3 AND COUNTY ROAD 32 (CLIFF ROAD) IN EAGAN, AT TRUNK HIGHWAY 3
 DP8564'MILEPOINT 37.2, 63.7 FEET WEST OF TRUNK HIGHWAY 3, 50.0 FEET SOUTH OF
 DP8564'NORTH ENTRANCE TO ST.THOMAS BECKET CATHOLIC CHURCH, 1.5 FEET NORTH OF
 DP8564'WITNESS POST.
 DP8564
 DP8564                          STATION RECOVERY (2023)
 DP8564
 DP8564'RECOVERY NOTE BY MN DEPT OF TRANSP 2023 (MJS)
 DP8564'IN EAGAN, 0.45 MI (0.72 KM) NORTH ALONG TRUNK HIGHWAY 3 FROM THE
 DP8564'JUNCTION OF TRUNK HIGHWAY 3 AND COUNTY ROAD 32 (CLIFF ROAD) IN EAGAN,
 DP8564'AT TRUNK HIGHWAY 3 MILE POINT 37.2, 63.7 FT (19.4 M) WEST OF TRUNK
 DP8564'HIGHWAY 3, 50.0 FT (15.2 M) SOUTH OF THE NORTH ENTRANCE TO THE ST.
 DP8564'THOMAS BECKET CATHOLIC CHURCH, 1.5 FT (0.5 M) NORTH OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DP8565 ***********************************************************************
 DP8565  DESIGNATION -  1921 Z
 DP8565  PID         -  DP8565
 DP8565  STATE/COUNTY-  MN/DAKOTA
 DP8565  COUNTRY     -  US
 DP8565  USGS QUAD   -  INVER GROVE HEIGHTS (2019)
 DP8565
 DP8565                         *CURRENT SURVEY CONTROL
 DP8565  ______________________________________________________________________
 DP8565* NAD 83(2011) POSITION- 44 49 28.18433(N) 093 05 00.21741(W)   ADJUSTED
 DP8565* NAD 83(2011) ELLIP HT-   218.712 (meters)        (09/11/15)   ADJUSTED
 DP8565* NAD 83(2011) EPOCH   -  2010.00
 DP8565* NAVD 88 ORTHO HEIGHT -   246.365 (meters)      808.28  (feet) ADJUSTED
 DP8565  ______________________________________________________________________
 DP8565  GEOID HEIGHT    -        -27.670 (meters)                     GEOID18
 DP8565  NAD 83(2011) X  -   -243,747.537 (meters)                     COMP
 DP8565  NAD 83(2011) Y  - -4,524,955.871 (meters)                     COMP
 DP8565  NAD 83(2011) Z  -  4,473,690.210 (meters)                     COMP
 DP8565  LAPLACE CORR    -         -8.33  (seconds)                    DEFLEC18
 DP8565  DYNAMIC HEIGHT  -        246.355 (meters)      808.25  (feet) COMP
 DP8565  MODELED GRAVITY -    980,571.2   (mgal)                       NAVD 88
 DP8565
 DP8565  VERT ORDER      -  SECOND    CLASS I
 DP8565
 DP8565  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DP8565  Standards:
 DP8565         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DP8565            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DP8565  -------------------------------------------------------------------
 DP8565  NETWORK    0.68   2.25           0.30   0.25   1.15     -0.02598262
 DP8565  -------------------------------------------------------------------
 DP8565  Click here for local accuracies and other accuracy information.
 DP8565
 DP8565.The horizontal coordinates were established by GPS observations
 DP8565.and adjusted by the MN DEPT OF TRANSP in September 2015.
 DP8565
 DP8565.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DP8565.been affixed to the stable North American tectonic plate. See 
 DP8565.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DP8565
 DP8565.The horizontal coordinates are valid at the epoch date displayed above
 DP8565.which is a decimal equivalence of Year/Month/Day.
 DP8565
 DP8565.The orthometric height was determined by differential leveling and
 DP8565.adjusted by the NATIONAL GEODETIC SURVEY
 DP8565.in September 2016.
 DP8565
 DP8565.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP8565.GEOID18 height accuracy estimate available here.
 DP8565
 DP8565.Click photographs - Photos may exist for this station.
 DP8565
 DP8565.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DP8565
 DP8565.The Laplace correction was computed from DEFLEC18 derived deflections.
 DP8565
 DP8565.The ellipsoidal height was determined by GPS observations
 DP8565.and is referenced to NAD 83.
 DP8565
 DP8565.The dynamic height is computed by dividing the NAVD 88
 DP8565.geopotential number by the normal gravity value computed on the
 DP8565.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP8565.degrees latitude (g = 980.6199 gals.).
 DP8565
 DP8565.The modeled gravity was interpolated from observed gravity values.
 DP8565
 DP8565. The following values were computed from the NAD 83(2011) position.
 DP8565
 DP8565;                    North         East     Units Scale Factor Converg.
 DP8565;SPC MN S     -   303,130.384   872,485.775   MT  0.99993790   +0 38 32.9
 DP8565;SPC MN S     -   994,520.27  2,862,480.41   sFT  0.99993790   +0 38 32.9
 DP8565;UTM  15      - 4,963,457.774   493,407.264   MT  0.99960053   -0 03 31.6
 DP8565
 DP8565!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DP8565!SPC MN S     -   0.99996571  x   0.99993790  =   0.99990361
 DP8565!UTM  15      -   0.99996571  x   0.99960053  =   0.99956625
 DP8565
 DP8565_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK9340763457(NAD 83)
 DP8565
 DP8565                          SUPERSEDED SURVEY CONTROL
 DP8565
 DP8565.No superseded survey control is available for this station.
 DP8565
 DP8565_MARKER: F = FLANGE-ENCASED ROD
 DP8565_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DP8565_STAMPING: 1921 Z 2015
 DP8565_MARK LOGO: MNDT
 DP8565_PROJECTION: RECESSED 8 CENTIMETERS
 DP8565_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DP8565_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DP8565_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP8565+SATELLITE: SATELLITE OBSERVATIONS - July 21, 2023
 DP8565_ROD/PIPE-DEPTH: 14.9 meters
 DP8565
 DP8565  HISTORY     - Date     Condition        Report By
 DP8565  HISTORY     - 20150406 MONUMENTED       MNDT
 DP8565  HISTORY     - 20230721 GOOD             MNDT
 DP8565
 DP8565                          STATION DESCRIPTION
 DP8565
 DP8565'DESCRIBED BY MN DEPT OF TRANSP 2015
 DP8565'IN INVER GROVE HEIGHTS, 0.65 MILE SOUTH ALONG TRUNK HIGHWAY 3 FROM
 DP8565'JUNCTION OF TRUNK HIGHWAY 3 AND TRUNK HIGHWAY 55 IN INVER GROVE
 DP8565'HEIGHTS, AT TRUNK HIGHWAY 3 MILEPOINT 40.0, 28.6 FEET WEST OF TRUNK
 DP8565'HIGHWAY 3 FOG LINE, 21.7 FEET SOUTH OF ANN MARIE TRAIL EXTENDED, 1.5
 DP8565'FEET WEST OF WITNESS POST.
 DP8565
 DP8565                          STATION RECOVERY (2023)
 DP8565
 DP8565'RECOVERY NOTE BY MN DEPT OF TRANSP 2023 (MJS)
 DP8565'IN INVER GROVE HEIGHTS, 0.65 MI (1.05 KM) SOUTH ALONG TRUNK HIGHWAY 3
 DP8565'FROM THE JUNCTION OF TRUNK HIGHWAY 3 AND TRUNK HIGHWAY 55 IN INVER
 DP8565'GROVE HEIGHTS, AT TRUNK HIGHWAY 3 MILE POINT 40.0, 28.6 FT (8.7 M)
 DP8565'WEST OF A TRUNK HIGHWAY 3 FOG LINE, 21.7 FT (6.6 M) SOUTH OF ANN MARIE
 DP8565'TRAIL EXTENDED, 1.5 FT (0.5 M) WEST OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 PP1342 ***********************************************************************
 PP1342  DESIGNATION -  1922 A
 PP1342  PID         -  PP1342
 PP1342  STATE/COUNTY-  MN/WASHINGTON
 PP1342  COUNTRY     -  US
 PP1342  USGS QUAD   -  INVER GROVE HEIGHTS (2019)
 PP1342
 PP1342                         *CURRENT SURVEY CONTROL
 PP1342  ______________________________________________________________________
 PP1342* NAD 83(1986) POSITION- 44 51 12.     (N) 093 00 23.     (W)   SCALED
 PP1342* NAVD 88 ORTHO HEIGHT -   217.069 (meters)      712.17  (feet) ADJUSTED
 PP1342  ______________________________________________________________________
 PP1342  GEOID HEIGHT    -        -27.859 (meters)                     GEOID18
 PP1342  DYNAMIC HEIGHT  -        217.063 (meters)      712.15  (feet) COMP
 PP1342  MODELED GRAVITY -    980,581.2   (mgal)                       NAVD 88
 PP1342
 PP1342  VERT ORDER      -  SECOND    CLASS 0
 PP1342
 PP1342.The horizontal coordinates were scaled from a map and have
 PP1342.an estimated accuracy of +/- 6 seconds.
 PP1342
 PP1342.The orthometric height was determined by differential leveling and
 PP1342.adjusted by the NATIONAL GEODETIC SURVEY
 PP1342.in June 1991.
 PP1342
 PP1342.Significant digits in the geoid height do not necessarily reflect accuracy.
 PP1342.GEOID18 height accuracy estimate available here.
 PP1342
 PP1342.Click photographs - Photos may exist for this station.
 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.      878,540.      MT  (+/- 180 meters Scaled)
 PP1342
 PP1342_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK994666(NAD 83)
 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
 PP1342.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PP1342.See file dsdata.pdf to determine how the superseded data were derived.
 PP1342
 PP1342_MARKER: X = CHISELED CROSS
 PP1342_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 PP1342_SP_SET: BRIDGE ABUTMENT
 PP1342_PROJECTION: FLUSH
 PP1342_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PP1342_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 PP1342+SATELLITE: SATELLITE OBSERVATIONS - March 28, 2005
 PP1342
 PP1342  HISTORY     - Date     Condition        Report By
 PP1342  HISTORY     - 1970     MONUMENTED       MNHD
 PP1342  HISTORY     - 1970     GOOD             MNHD
 PP1342  HISTORY     - 19881215 GOOD             MNDT
 PP1342  HISTORY     - 20041009 MARK NOT FOUND   USPSQD
 PP1342  HISTORY     - 20050328 MARK NOT FOUND   MNDT
 PP1342  HISTORY     - 20060915 MARK NOT FOUND   MNDT
 PP1342
 PP1342                          STATION DESCRIPTION
 PP1342
 PP1342'DESCRIBED BY MN HIGHWAY DEPT 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 SOUTHWEST 1/4 OF SECTION 1, T27N, R22W.
 PP1342'
 PP1342'THE MARK IS A CHISELED X IN THE SOUTH WINGWALL OF THE EAST ABUTMENT OF
 PP1342'THE CHICAGO, ROCK ISLAND, AND PACIFIC RAILROAD BRIDGE (NUMBERED 1922)
 PP1342'OVER THE MISSISSIPPI RIVER.
 PP1342
 PP1342                          STATION RECOVERY (2004)
 PP1342
 PP1342'RECOVERY NOTE BY US POWER SQUADRON 2004 (ATD)
 PP1342'MARK NOT FOUND.
 PP1342
 PP1342                          STATION RECOVERY (2005)
 PP1342
 PP1342'RECOVERY NOTE BY MN DEPT OF TRANSP 2005 (KNB)
 PP1342'AFTER A THOROUGH FIELD SEARCH, MARK WAS NOT FOUND.
 PP1342
 PP1342                          STATION RECOVERY (2006)
 PP1342
 PP1342'RECOVERY NOTE BY MN DEPT OF TRANSP 2006 (GWO)
 PP1342'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 PP3415 ***********************************************************************
 PP3415  DESIGNATION -  1923 A
 PP3415  PID         -  PP3415
 PP3415  STATE/COUNTY-  MN/DAKOTA
 PP3415  COUNTRY     -  US
 PP3415  USGS QUAD   -  CANNON FALLS (2019)
 PP3415
 PP3415                         *CURRENT SURVEY CONTROL
 PP3415  ______________________________________________________________________
 PP3415* NAD 83(1986) POSITION- 44 36 03.93   (N) 092 59 04.71   (W)   HD_HELD1
 PP3415* NAVD 88 ORTHO HEIGHT -   299.699 (meters)      983.26  (feet) ADJUSTED
 PP3415  ______________________________________________________________________
 PP3415  GEOID HEIGHT    -        -28.894 (meters)                     GEOID18
 PP3415  DYNAMIC HEIGHT  -        299.661 (meters)      983.14  (feet) COMP
 PP3415  MODELED GRAVITY -    980,484.5   (mgal)                       NAVD 88
 PP3415
 PP3415  VERT ORDER      -  SECOND    CLASS I
 PP3415
 PP3415.The horizontal coordinates were determined by differentially corrected
 PP3415.hand held GPS observations or other comparable positioning techniques
 PP3415.and have an estimated accuracy of +/- 3 meters.
 PP3415
 PP3415.The orthometric height was determined by differential leveling and
 PP3415.adjusted by the NATIONAL GEODETIC SURVEY
 PP3415.in September 2016.
 PP3415
 PP3415.Significant digits in the geoid height do not necessarily reflect accuracy.
 PP3415.GEOID18 height accuracy estimate available here.
 PP3415
 PP3415.Click photographs - Photos may exist for this station.
 PP3415
 PP3415.The dynamic height is computed by dividing the NAVD 88
 PP3415.geopotential number by the normal gravity value computed on the
 PP3415.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP3415.degrees latitude (g = 980.6199 gals.).
 PP3415
 PP3415.The modeled gravity was interpolated from observed gravity values.
 PP3415
 PP3415;                    North         East    Units  Estimated Accuracy
 PP3415;SPC MN S     -   278,400.3     880,603.1     MT  (+/- 3 meters HH1 GPS) 
 PP3415
 PP3415_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWK0121838638(NAD 83)
 PP3415
 PP3415                          SUPERSEDED SURVEY CONTROL
 PP3415
 PP3415  NAVD 88 (12/08/08)  299.670  (m)          983.17   (f) SUPERSEDED  2 1
 PP3415  NAVD 88 (06/23/95)  299.701  (m)          983.27   (f) SUPERSEDED  2 1
 PP3415
 PP3415.Superseded values are not recommended for survey control.
 PP3415
 PP3415.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PP3415.See file dsdata.pdf to determine how the superseded data were derived.
 PP3415
 PP3415_MARKER: DV = VERTICAL CONTROL DISK
 PP3415_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 PP3415_STAMPING: 1923 A 1988
 PP3415_MARK LOGO: MNDT
 PP3415_PROJECTION: RECESSED 3 CENTIMETERS
 PP3415_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 PP3415_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PP3415_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 PP3415+SATELLITE: SATELLITE OBSERVATIONS - September 20, 2022
 PP3415_ROD/PIPE-DEPTH: 4.6 meters
 PP3415
 PP3415  HISTORY     - Date     Condition        Report By
 PP3415  HISTORY     - 1988     MONUMENTED       MNDT
 PP3415  HISTORY     - 20021228 GOOD             USPSQD
 PP3415  HISTORY     - 20050328 GOOD             USPSQD
 PP3415  HISTORY     - 20051130 GOOD             MNDT
 PP3415  HISTORY     - 20070702 GOOD             MNDT
 PP3415  HISTORY     - 20141021 GOOD             MNDT
 PP3415  HISTORY     - 20220920 GOOD             MNDT
 PP3415
 PP3415                          STATION DESCRIPTION
 PP3415
 PP3415'DESCRIBED BY MN DEPT OF TRANSP 1988
 PP3415'THE MARK IS LOCATED ABOUT 0.25 MI (0.40 KM) EAST OF THE CITY OF
 PP3415'HAMPTON, 0.4 MI (0.6 KM) EAST ALONG TRUNK HIGHWAY 50 FROM BRIDGE
 PP3415'NUMBER 19011 (TRUNK HIGHWAY 50 OVER TRUNK HIGHWAY 52) AT THE SOUTH
 PP3415'EDGE OF HAMPTON AND IN THE NE 1/4 OF SECTION 16, T113N, R18W.  THE
 PP3415'MARK IS 67.0 FT (20.4 M) SOUTH OF AND ABOUT 5 FT (1.5 M) LOWER THAN
 PP3415'THE CENTERLINE OF HIGHWAY 50 AT MILEPOINT 19.4, 1.0 FT (0.3 M) EAST
 PP3415'OF A NORTH-SOUTH FENCE LINE (EAST FENCE OF A CATTLE LANE) AND 0.8 FT
 PP3415'(0.2 M) NORTH OF A STEEL WITNESS POST.  THE MARK, A STANDARD MNDT
 PP3415'MAGNETIC ALUMINUM VERTICAL CONTROL MONUMENT DISK STAMPED---1923 A
 PP3415'1988---, IS FASTENED TO THE TOP OF A 3/4 INCH DIAMETER BY 15 FOOT
 PP3415'LONG ALUMINUM ALLOY ROD DRIVEN TO SPECIFICATIONS AND RECESSED 1 INCH
 PP3415'BELOW THE SURFACE OF THE GROUND.
 PP3415
 PP3415                          STATION RECOVERY (2002)
 PP3415
 PP3415'RECOVERY NOTE BY US POWER SQUADRON 2002 (CTK)
 PP3415'RECOVERED IN GOOD CONDITION.
 PP3415
 PP3415                          STATION RECOVERY (2005)
 PP3415
 PP3415'RECOVERY NOTE BY US POWER SQUADRON 2005 (ATD)
 PP3415'MARK RECOVERED IN GOOD CONDITION AS DESCRIBED IN 1988. SPSPS ATD.
 PP3415
 PP3415                          STATION RECOVERY (2005)
 PP3415
 PP3415'RECOVERY NOTE BY MN DEPT OF TRANSP 2005 (MPP)
 PP3415'THE MARK IS LOCATED ABOUT 7.6 MI (12.2 KM) NORTH-NORTHWEST OF CANNON
 PP3415'FALLS, 5.5 MI (8.8 KM) NORTH-NORTHEAST OF RANDOLPH AND 5.1 MI (8.2 KM)
 PP3415'SOUTH OF VERMILLION.
 PP3415'
 PP3415'TO REACH FROM TRUNK HIGHWAY 50 OVERPASS, BRIDGE NUMBER 19011, OVER
 PP3415'TRUNK HIGHWAY 52, ROCHESTER BOULEVARD, GO 0.4 MI (0.6 KM) EAST ALONG
 PP3415'TRUNK HIGHWAY 50 TO MILE POINT 19.4.
 PP3415'
 PP3415'THE MARK IS 67.0 FT (20.4 M) SOUTH OF TRUNK HIGHWAY 50, 1.0 FT (0.3 M)
 PP3415'EAST OF A NORTH-SOUTH FENCE LINE (EAST FENCE OF CATTLE LANE), 0.8 FT
 PP3415'(0.2 M) NORTH OF A WITNESS POST.
 PP3415
 PP3415                          STATION RECOVERY (2007)
 PP3415
 PP3415'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (VWC)
 PP3415'THE MARK IS LOCATED ABOUT 7.6 MI (12.2 KM) NORTH-NORTHWEST OF CANNON
 PP3415'FALLS, 5.4 MI (8.7 KM) NORTH-NORTHEAST OF RANDOLPH AND 5.1 MI (8.2 KM)
 PP3415'SOUTH OF VERMILLION.
 PP3415'
 PP3415'TO REACH TO THE MARK GO 0.4 MI (0.6 KM) EAST OF TRUNK HIGHWAY 50
 PP3415'BRIDGE OVER TRUNK HIGHWAY 52 AT HAMPTON, AT TRUNK HIGHWAY 50 MILE
 PP3415'POINT 19.4, 67.0 FT (20.4 M) SOUTH OF TRUNK HIGHWAY 50, 1.0 FT (0.3 M)
 PP3415'EAST OF A NORTH-SOUTH FENCE LINE (EAST FENCE OF CATTLE LANE), 0.8 FT
 PP3415'(0.2 M) NORTH OF A WITNESS POST.
 PP3415
 PP3415                          STATION RECOVERY (2014)
 PP3415
 PP3415'RECOVERY NOTE BY MN DEPT OF TRANSP 2014 (KMS)
 PP3415'RECOVERED AS DESCRIBED.
 PP3415
 PP3415                          STATION RECOVERY (2022)
 PP3415
 PP3415'RECOVERY NOTE BY MN DEPT OF TRANSP 2022 (MJS)
 PP3415'0.5 MI (0.8 KM) SOUTHEAST OF HAMPTON, 0.4 MI (0.6 KM) EAST ALONG TRUNK
 PP3415'HIGHWAY 50 FROM THE JUNCTION OF TRUNK HIGHWAYS 50 AND 52 IN HAMPTON,
 PP3415'AT TRUNK HIGHWAY 50 MILE POINT 19.4, 67.0 FT (20.4 M) SOUTH OF TRUNK
 PP3415'HIGHWAY 50, 1.0 FT (0.3 M) EAST OF A NORTH-SOUTH FENCE LINE (EAST
 PP3415'FENCE OF CATTLE LANE), 0.8 FT (24 CM) NORTH OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 PP3414 ***********************************************************************
 PP3414  DESIGNATION -  1923 B
 PP3414  PID         -  PP3414
 PP3414  STATE/COUNTY-  MN/DAKOTA
 PP3414  COUNTRY     -  US
 PP3414  USGS QUAD   -  CANNON FALLS (2019)
 PP3414
 PP3414                         *CURRENT SURVEY CONTROL
 PP3414  ______________________________________________________________________
 PP3414* NAD 83(2011) POSITION- 44 36 04.45876(N) 092 58 16.62218(W)   ADJUSTED
 PP3414* NAD 83(2011) ELLIP HT-   273.356 (meters)        (07/20/16)   ADJUSTED
 PP3414* NAD 83(2011) EPOCH   -  2010.00
 PP3414* NAVD 88 ORTHO HEIGHT -   302.311 (meters)      991.83  (feet) ADJUSTED
 PP3414  ______________________________________________________________________
 PP3414  GEOID HEIGHT    -        -28.953 (meters)                     GEOID18
 PP3414  NAD 83(2011) X  -   -235,799.997 (meters)                     COMP
 PP3414  NAD 83(2011) Y  - -4,542,895.099 (meters)                     COMP
 PP3414  NAD 83(2011) Z  -  4,456,097.179 (meters)                     COMP
 PP3414  LAPLACE CORR    -        -11.31  (seconds)                    DEFLEC18
 PP3414  DYNAMIC HEIGHT  -        302.273 (meters)      991.71  (feet) COMP
 PP3414  MODELED GRAVITY -    980,484.0   (mgal)                       NAVD 88
 PP3414
 PP3414  VERT ORDER      -  SECOND    CLASS I
 PP3414
 PP3414  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 PP3414  Standards:
 PP3414         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 PP3414            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 PP3414  -------------------------------------------------------------------
 PP3414  NETWORK    0.64   1.22           0.28   0.24   0.62      0.10329337
 PP3414  -------------------------------------------------------------------
 PP3414  Click here for local accuracies and other accuracy information.
 PP3414
 PP3414.The horizontal coordinates were established by GPS observations
 PP3414.and adjusted by the MN DEPT OF TRANSP in July 2016.
 PP3414
 PP3414.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 PP3414.been affixed to the stable North American tectonic plate. See 
 PP3414.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 PP3414
 PP3414.The horizontal coordinates are valid at the epoch date displayed above
 PP3414.which is a decimal equivalence of Year/Month/Day.
 PP3414
 PP3414.The orthometric height was determined by differential leveling and
 PP3414.adjusted by the NATIONAL GEODETIC SURVEY
 PP3414.in September 2016.
 PP3414
 PP3414.Significant digits in the geoid height do not necessarily reflect accuracy.
 PP3414.GEOID18 height accuracy estimate available here.
 PP3414
 PP3414.Click photographs - Photos may exist for this station.
 PP3414
 PP3414.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 PP3414
 PP3414.The Laplace correction was computed from DEFLEC18 derived deflections.
 PP3414
 PP3414.The ellipsoidal height was determined by GPS observations
 PP3414.and is referenced to NAD 83.
 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. The following values were computed from the NAD 83(2011) position.
 PP3414
 PP3414;                    North         East     Units Scale Factor Converg.
 PP3414;SPC MN S     -   278,429.886   881,663.237   MT  0.99992355   +0 43 15.8
 PP3414;SPC MN S     -   913,482.05  2,892,590.14   sFT  0.99992355   +0 43 15.8
 PP3414;UTM  15      - 4,938,655.011   502,278.908   MT  0.99960006   +0 01 12.6
 PP3414
 PP3414!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PP3414!SPC MN S     -   0.99995714  x   0.99992355  =   0.99988069
 PP3414!UTM  15      -   0.99995714  x   0.99960006  =   0.99955722
 PP3414
 PP3414_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWK0227838655(NAD 83)
 PP3414
 PP3414                          SUPERSEDED SURVEY CONTROL
 PP3414
 PP3414  NAVD 88 (06/23/95)  302.283  (m)          991.74   (f) SUPERSEDED  2 1
 PP3414
 PP3414.Superseded values are not recommended for survey control.
 PP3414
 PP3414.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PP3414.See file dsdata.pdf to determine how the superseded data were derived.
 PP3414
 PP3414_MARKER: DB = BENCH MARK DISK
 PP3414_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 PP3414_STAMPING: 1923 B 1988
 PP3414_MARK LOGO: MNHD
 PP3414_PROJECTION: FLUSH
 PP3414_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 PP3414_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PP3414_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PP3414+SATELLITE: SATELLITE OBSERVATIONS - September 30, 2022
 PP3414
 PP3414  HISTORY     - Date     Condition        Report By
 PP3414  HISTORY     - 19880801 MONUMENTED       MNHD
 PP3414  HISTORY     - 20021228 GOOD             USPSQD
 PP3414  HISTORY     - 20050328 GOOD             USPSQD
 PP3414  HISTORY     - 20051130 GOOD             MNDT
 PP3414  HISTORY     - 20070702 GOOD             MNDT
 PP3414  HISTORY     - 20141021 GOOD             MNDT
 PP3414  HISTORY     - 20160428 GOOD             MNDT
 PP3414  HISTORY     - 20220930 GOOD             MNDT
 PP3414
 PP3414                          STATION DESCRIPTION
 PP3414
 PP3414'DESCRIBED BY MN HIGHWAY DEPT 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'RECOVERED IN GOOD CONDITION.
 PP3414
 PP3414                          STATION RECOVERY (2005)
 PP3414
 PP3414'RECOVERY NOTE BY US POWER SQUADRON 2005 (ATD)
 PP3414'MARK RECOVERED IN GOOD CONDITION AS DESCRIBED IN 1988. SPSPS ATD.
 PP3414
 PP3414                          STATION RECOVERY (2005)
 PP3414
 PP3414'RECOVERY NOTE BY MN DEPT OF TRANSP 2005 (MPP)
 PP3414'THE MARK IS LOCATED ABOUT 7.3 MI (11.7 KM) NORTH-NORTHWEST OF CANNON
 PP3414'FALLS, 5.7 MI (9.2 KM) NORTH-NORTHEAST OF RANDOLPH AND 5.0 MI (8.0 KM)
 PP3414'SOUTH OF VERMILLION.    TO REACH FROM TRUNK HIGHWAY 50 OVERPASS,
 PP3414'BRIDGE NUMBER 19011, OVER TRUNK HIGHWAY 52, ROCHESTER BOULEVARD, GO
 PP3414'1.1 MI (1.8 KM) EAST ALONG TRUNK HIGHWAY 50 TO MILE POINT 20.1.
 PP3414'
 PP3414'THE MARK IS 27.7 FT (8.4 M) SOUTH OF TRUNK HIGHWAY 50, 14.0 FT (4.3 M)
 PP3414'WEST OF A FIELD ENTRANCE, 61.0 FT (18.6 M) SOUTH-SOUTH EAST OF POWER
 PP3414'POLE, 6.3 FT (1.9 M) EAST OF TELEPHONE CABLE MARKER POST 6600-17, 0.9
 PP3414'FT (0.3 M) NORTH OF A WITNESS POST.
 PP3414
 PP3414                          STATION RECOVERY (2007)
 PP3414
 PP3414'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (VWC)
 PP3414'THE MARK IS LOCATED ABOUT 7.3 MI (11.7 KM) NORTH-NORTHWEST OF CANNON
 PP3414'FALLS, 5.7 MI (9.2 KM) NORTH-NORTHEAST OF RANDOLPH AND 5.0 MI (8.0 KM)
 PP3414'SOUTH OF VERMILLION.
 PP3414'
 PP3414'TO REACH TO THE MARK GO 1.1 MI (1.8 KM) EAST OF TRUNK HIGHWAY 50
 PP3414'BRIDGE 19011 OVER TRUNK HIGHWAY 52 AT HAMPTON, AT TRUNK HIGHWAY 50
 PP3414'MILE POINT 20.1, 27.7 FT (8.4 M) SOUTH OF TRUNK HIGHWAY 50, 14.0 FT
 PP3414'(4.3 M) WEST OF A FIELD ENTRANCE, 61.0 FT (18.6 M) SOUTH-SOUTHEAST OF
 PP3414'POWER POLE, 6.3 FT (1.9 M) EAST OF TELEPHONE CABLE MARKER POST
 PP3414'6600-17, 0.9 FT (0.3 M) NORTH OF A WITNESS POST.
 PP3414
 PP3414                          STATION RECOVERY (2014)
 PP3414
 PP3414'RECOVERY NOTE BY MN DEPT OF TRANSP 2014 (MAS)
 PP3414'RECOVERED AS DESCRIBED.
 PP3414
 PP3414                          STATION RECOVERY (2016)
 PP3414
 PP3414'RECOVERY NOTE BY MN DEPT OF TRANSP 2016 (DJH)
 PP3414'RECOVERED AS DESCRIBED.
 PP3414
 PP3414                          STATION RECOVERY (2022)
 PP3414
 PP3414'RECOVERY NOTE BY MN DEPT OF TRANSP 2022 (MJS)
 PP3414'1.3 MI (2.1 KM) EAST OF HAMPTON, 1.1 MI (1.8 KM) EAST ALONG TRUNK
 PP3414'HIGHWAY 50 FROM THE JUNCTION OF TRUNK HIGHWAYS 50 AND 52 IN HAMPTON,
 PP3414'AT TRUNK HIGHWAY 50 MILE POINT 20.1, 61.0 FT (18.6 M) SOUTH-SOUTHEAST
 PP3414'OF A POWER POLE, 27.7 FT (8.4 M) SOUTH OF TRUNK HIGHWAY 50, 14.0 FT
 PP3414'(4.3 M) WEST OF A FIELD ENTRANCE, 6.3 FT (1.9 M) EAST OF A TELEPHONE
 PP3414'CABLE MARKER POST NUMBER 6600-17, 0.9 FT (27 CM) NORTH OF A WITNESS
 PP3414'POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DQ1057 ***********************************************************************
 DQ1057  DESIGNATION -  1923 C RESET
 DQ1057  PID         -  DQ1057
 DQ1057  STATE/COUNTY-  MN/DAKOTA
 DQ1057  COUNTRY     -  US
 DQ1057  USGS QUAD   -  CANNON FALLS (2019)
 DQ1057
 DQ1057                         *CURRENT SURVEY CONTROL
 DQ1057  ______________________________________________________________________
 DQ1057* NAD 83(1986) POSITION- 44 36 03.57   (N) 092 57 57.38   (W)   HD_HELD1
 DQ1057* NAVD 88 ORTHO HEIGHT -   300.500 (meters)      985.89  (feet) ADJUSTED
 DQ1057  ______________________________________________________________________
 DQ1057  GEOID HEIGHT    -        -28.977 (meters)                     GEOID18
 DQ1057  DYNAMIC HEIGHT  -        300.462 (meters)      985.77  (feet) COMP
 DQ1057  MODELED GRAVITY -    980,483.5   (mgal)                       NAVD 88
 DQ1057
 DQ1057  VERT ORDER      -  SECOND    CLASS I
 DQ1057
 DQ1057.The horizontal coordinates were determined by differentially corrected
 DQ1057.hand held GPS observations or other comparable positioning techniques
 DQ1057.and have an estimated accuracy of +/- 3 meters.
 DQ1057
 DQ1057.The orthometric height was determined by differential leveling and
 DQ1057.adjusted by the NATIONAL GEODETIC SURVEY
 DQ1057.in September 2016.
 DQ1057
 DQ1057.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ1057.GEOID18 height accuracy estimate available here.
 DQ1057
 DQ1057.Click photographs - Photos may exist for this station.
 DQ1057
 DQ1057.The dynamic height is computed by dividing the NAVD 88
 DQ1057.geopotential number by the normal gravity value computed on the
 DQ1057.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ1057.degrees latitude (g = 980.6199 gals.).
 DQ1057
 DQ1057.The modeled gravity was interpolated from observed gravity values.
 DQ1057
 DQ1057;                    North         East    Units  Estimated Accuracy
 DQ1057;SPC MN S     -   278,407.8     882,087.9     MT  (+/- 3 meters HH1 GPS) 
 DQ1057
 DQ1057_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWK0270338627(NAD 83)
 DQ1057
 DQ1057                          SUPERSEDED SURVEY CONTROL
 DQ1057
 DQ1057.No superseded survey control is available for this station.
 DQ1057
 DQ1057_MARKER: I = METAL ROD
 DQ1057_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 DQ1057+WITH SETTING: INFORMATION.
 DQ1057_STAMPING: 1923 C RESET 2011
 DQ1057_MARK LOGO: MNDT
 DQ1057_PROJECTION: RECESSED 15 CENTIMETERS
 DQ1057_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DQ1057_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DQ1057_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DQ1057+SATELLITE: SATELLITE OBSERVATIONS - September 30, 2022
 DQ1057_ROD/PIPE-DEPTH: 3.0 meters
 DQ1057
 DQ1057  HISTORY     - Date     Condition        Report By
 DQ1057  HISTORY     - 20110808 MONUMENTED       MNDT
 DQ1057  HISTORY     - 20220930 GOOD             MNDT
 DQ1057
 DQ1057                          STATION DESCRIPTION
 DQ1057
 DQ1057'DESCRIBED BY MN DEPT OF TRANSP 2011 (MAS)
 DQ1057'THE STATION IS LOCATED ABOUT 7.2 MI (11.6 KM) NORTH-NORTHWEST OF
 DQ1057'CANNON FALLS, 5.8 MI (9.3 KM) NORTH-NORTHEAST OF RANDOLPH AND 5.0 MI
 DQ1057'(8.0 KM) SOUTH OF VERMILLION.
 DQ1057'
 DQ1057'TO REACH THE MARK GO 1.3 MI (2.1 KM) EAST ALONG TRUNK HIGHWAY 50 FROM
 DQ1057'THE JUNCTION OF TRUNK HIGHWAY 50 AND TRUNK HIGHWAY 52 IN HAMPTON, AT
 DQ1057'TRUNK HIGHWAY 50 MILE POINT 20.4.
 DQ1057'
 DQ1057'THE MARK IS LOCATED 119.0 FT (36.3 M) SOUTH OF TRUNK HIGHWAY 50, 16.0
 DQ1057'FT (4.9 M) EAST OF DRIVEWAY NUMBER 6940, 3.0 FT (0.9 M) EAST OF POWER
 DQ1057'POLE, 0.5 FT (15 CM) NORTH OF A WITNESS POST.
 DQ1057'
 DQ1057'NOTE - THE STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM
 DQ1057'ROD DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION REMOVABLE
 DQ1057'DISK SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH
 DQ1057'PVC PIPE BACK FILLED WITH WASHED SAND.
 DQ1057
 DQ1057                          STATION RECOVERY (2022)
 DQ1057
 DQ1057'RECOVERY NOTE BY MN DEPT OF TRANSP 2022 (MJS)
 DQ1057'1.5 MI (2.4 KM) EAST OF HAMPTON, 1.3 MI (2.1 KM) EAST ALONG TRUNK
 DQ1057'HIGHWAY 50 FROM THE JUNCTION OF TRUNK HIGHWAY 50 AND TRUNK HIGHWAY 52
 DQ1057'IN HAMPTON, AT TRUNK HIGHWAY 50 MILE POINT 20.4, 119.0 FT (36.3 M)
 DQ1057'SOUTH OF TRUNK HIGHWAY 50, 16.0 FT (4.9 M) EAST OF DRIVEWAY NUMBER
 DQ1057'6940, 3.0 FT (0.9 M) EAST OF A POWER POLE, 0.5 FT (15 CM) NORTH OF A
 DQ1057'WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 PP3412 ***********************************************************************
 PP3412  DESIGNATION -  1923 D
 PP3412  PID         -  PP3412
 PP3412  STATE/COUNTY-  MN/DAKOTA
 PP3412  COUNTRY     -  US
 PP3412  USGS QUAD   -  CANNON FALLS (2019)
 PP3412
 PP3412                         *CURRENT SURVEY CONTROL
 PP3412  ______________________________________________________________________
 PP3412* NAD 83(1986) POSITION- 44 36 04.83   (N) 092 57 15.11   (W)   HD_HELD1
 PP3412* NAVD 88 ORTHO HEIGHT -   294.926 (meters)      967.60  (feet) ADJUSTED
 PP3412  ______________________________________________________________________
 PP3412  GEOID HEIGHT    -        -29.029 (meters)                     GEOID18
 PP3412  DYNAMIC HEIGHT  -        294.888 (meters)      967.48  (feet) COMP
 PP3412  MODELED GRAVITY -    980,482.9   (mgal)                       NAVD 88
 PP3412
 PP3412  VERT ORDER      -  SECOND    CLASS I
 PP3412
 PP3412.The horizontal coordinates were determined by differentially corrected
 PP3412.hand held GPS observations or other comparable positioning techniques
 PP3412.and have an estimated accuracy of +/- 3 meters.
 PP3412
 PP3412.The orthometric height was determined by differential leveling and
 PP3412.adjusted by the NATIONAL GEODETIC SURVEY
 PP3412.in June 1995.
 PP3412
 PP3412.Significant digits in the geoid height do not necessarily reflect accuracy.
 PP3412.GEOID18 height accuracy estimate available here.
 PP3412
 PP3412.Click photographs - Photos may exist for this station.
 PP3412
 PP3412.The dynamic height is computed by dividing the NAVD 88
 PP3412.geopotential number by the normal gravity value computed on the
 PP3412.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP3412.degrees latitude (g = 980.6199 gals.).
 PP3412
 PP3412.The modeled gravity was interpolated from observed gravity values.
 PP3412
 PP3412;                    North         East    Units  Estimated Accuracy
 PP3412;SPC MN S     -   278,458.6     883,019.4     MT  (+/- 3 meters HH1 GPS) 
 PP3412
 PP3412_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWK0363438667(NAD 83)
 PP3412
 PP3412                          SUPERSEDED SURVEY CONTROL
 PP3412
 PP3412.No superseded survey control is available for this station.
 PP3412
 PP3412_MARKER: DV = VERTICAL CONTROL DISK
 PP3412_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 PP3412_STAMPING: 1923 D 1988
 PP3412_MARK LOGO: MNDT
 PP3412_PROJECTION: RECESSED 5 CENTIMETERS
 PP3412_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 PP3412_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PP3412_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PP3412+SATELLITE: SATELLITE OBSERVATIONS - September 30, 2022
 PP3412_ROD/PIPE-DEPTH: 8.5 meters
 PP3412
 PP3412  HISTORY     - Date     Condition        Report By
 PP3412  HISTORY     - 1988     MONUMENTED       MNDT
 PP3412  HISTORY     - 20021228 GOOD             USPSQD
 PP3412  HISTORY     - 20061028 GOOD             USPSQD
 PP3412  HISTORY     - 20070702 GOOD             MNDT
 PP3412  HISTORY     - 20141021 GOOD             MNDT
 PP3412  HISTORY     - 20220930 GOOD             MNDT
 PP3412
 PP3412                          STATION DESCRIPTION
 PP3412
 PP3412'DESCRIBED BY MN DEPT OF TRANSP 1988
 PP3412'THE MARK IS LOCATED ABOUT 0.75 MI (1.21 KM) WEST OF THE CITY OF NEW
 PP3412'TRIER, 1.0 MI (1.6 KM) WEST ALONG TRUNK HIGHWAY 50 FROM ITS JUNCTION
 PP3412'WITH COUNTY ROAD 85 SOUTH (HOGAN AVENUE) IN NEW TRIER TO THE JUNCTION
 PP3412'OF COUNTY ROAD 85 NORTH (GOODWIN AVENUE) AND IN THE SW 1/4 OF SECTION
 PP3412'11, T113N, R18W.  THE MARK IS 39.0 FT (11.9 M) NORTH OF AND ABOUT 2 FT
 PP3412'(0.6 M) LOWER THAN THE CENTERLINE OF HIGHWAY 50 AT MILEPOINT 20.9,
 PP3412'47.0 FT (14.3 M) EAST OF THE CENTERLINE OF COUNTY ROAD 85, 10.0 FT
 PP3412'(3.0 M) NORTH OF A POWER POLE, 88.4 FT (26.9 M) EAST-SOUTHEAST OF
 PP3412'TELEPHONE CABLE MARKER POST NUMBER 6800-11 AND 0.8 FT (0.2 M) SOUTH
 PP3412'OF A STEEL WITNESS POST.  THE MARK, A STANDARD MNDT MAGNETIC ALUMINUM
 PP3412'VERTICAL CONTROL MONUMENT DISK STAMPED---1923 D 1988---, IS FASTENED
 PP3412'TO THE TOP OF A 3/4 INCH DIAMETER BY 28 FOOT LONG ALUMINUM ALLOY ROD
 PP3412'DRIVEN TO REFUSAL AND PROJECTS 2 INCHES ABOVE THE SURFACE OF THE
 PP3412'GROUND.
 PP3412
 PP3412                          STATION RECOVERY (2002)
 PP3412
 PP3412'RECOVERY NOTE BY US POWER SQUADRON 2002 (CTK)
 PP3412'RECOVERED IN GOOD CONDITION.
 PP3412
 PP3412                          STATION RECOVERY (2006)
 PP3412
 PP3412'RECOVERY NOTE BY US POWER SQUADRON 2006 (AEH)
 PP3412'RECOVERED IN GOOD CONDITION.
 PP3412
 PP3412                          STATION RECOVERY (2007)
 PP3412
 PP3412'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (VWC)
 PP3412'THE MARK IS LOCATED ABOUT 6.9 MI (11.1 KM) NORTH-NORTHWEST OF CANNON
 PP3412'FALLS, 6.1 MI (9.8 KM) NORTH-NORTHEAST OF RANDOLPH AND 5.0 MI (8.0 KM)
 PP3412'SOUTH OF VERMILLION.
 PP3412'
 PP3412'TO REACH TO THE MARK GO 1.0 MI (1.6 KM) WEST OF THE JUNCTION OF TRUNK
 PP3412'HIGHWAY 50 AND COUNTY ROAD 85 SOUTH (HOGAN AVENUE) AT NEW TRIER, AT
 PP3412'TRUNK HIGHWAY 50 MILE POINT 20.9, AT THE JUNCTION OF TRUNK HIGHWAY 50
 PP3412'AND COUNTY ROAD 85 NORTH (GOODWIN AVENUE), 39.0 FT (11.9 M) NORTH OF
 PP3412'TRUNK HIGHWAY 50, 47.0 FT (14.3 M) EAST OF COUNTY ROAD 85, 10.0 FT
 PP3412'(3.0 M) NORTH OF POWER POLE, 88.4 FT (26.9 M) EAST-SOUTHEAST OF
 PP3412'TELEPHONE CABLE MARKER POST 6800-11, 0.8 FT (0.2 M) SOUTH OF A WITNESS
 PP3412'POST.
 PP3412
 PP3412                          STATION RECOVERY (2014)
 PP3412
 PP3412'RECOVERY NOTE BY MN DEPT OF TRANSP 2014 (MAS)
 PP3412'RECOVERED AS DESCRIBED.
 PP3412
 PP3412                          STATION RECOVERY (2022)
 PP3412
 PP3412'RECOVERY NOTE BY MN DEPT OF TRANSP 2022 (MJS)
 PP3412'1.0 MI (1.6 KM) WEST OF THE JUNCTION OF TRUNK HIGHWAY 50 AND COUNTY
 PP3412'ROAD 85 SOUTH (HOGAN AVENUE) AT NEW TRIER, AT TRUNK HIGHWAY 50 MILE
 PP3412'POINT 20.9, AT THE JUNCTION OF TRUNK HIGHWAY 50 AND COUNTY ROAD 85
 PP3412'NORTH (GOODWIN AVENUE), 88.4 FT (26.9 M) EAST-SOUTHEAST OF A TELEPHONE
 PP3412'CABLE MARKER POST NUMBER 6800-11, 47.0 FT (14.3 M) EAST OF COUNTY ROAD
 PP3412'85, 39.0 FT (11.9 M) NORTH OF TRUNK HIGHWAY 50, 10.0 FT (3.0 M) NORTH
 PP3412'OF A POWER POLE, 0.5 FT (15 CM) SOUTH OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DQ1058 ***********************************************************************
 DQ1058  DESIGNATION -  1923 E RESET
 DQ1058  PID         -  DQ1058
 DQ1058  STATE/COUNTY-  MN/DAKOTA
 DQ1058  COUNTRY     -  US
 DQ1058  USGS QUAD   -  CANNON FALLS (2019)
 DQ1058
 DQ1058                         *CURRENT SURVEY CONTROL
 DQ1058  ______________________________________________________________________
 DQ1058* NAD 83(2011) POSITION- 44 36 05.30457(N) 092 56 42.96700(W)   ADJUSTED
 DQ1058* NAD 83(2011) ELLIP HT-   276.936 (meters)        (07/20/16)   ADJUSTED
 DQ1058* NAD 83(2011) EPOCH   -  2010.00
 DQ1058* NAVD 88 ORTHO HEIGHT -   306.008 (meters)     1003.96  (feet) ADJUSTED
 DQ1058  ______________________________________________________________________
 DQ1058  GEOID HEIGHT    -        -29.068 (meters)                     GEOID18
 DQ1058  NAD 83(2011) X  -   -233,736.446 (meters)                     COMP
 DQ1058  NAD 83(2011) Y  - -4,542,985.933 (meters)                     COMP
 DQ1058  NAD 83(2011) Z  -  4,456,118.283 (meters)                     COMP
 DQ1058  LAPLACE CORR    -        -11.18  (seconds)                    DEFLEC18
 DQ1058  DYNAMIC HEIGHT  -        305.969 (meters)     1003.83  (feet) COMP
 DQ1058  MODELED GRAVITY -    980,482.1   (mgal)                       NAVD 88
 DQ1058
 DQ1058  VERT ORDER      -  SECOND    CLASS I
 DQ1058
 DQ1058  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DQ1058  Standards:
 DQ1058         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DQ1058            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DQ1058  -------------------------------------------------------------------
 DQ1058  NETWORK    0.67   1.23           0.30   0.24   0.63      0.06485613
 DQ1058  -------------------------------------------------------------------
 DQ1058  Click here for local accuracies and other accuracy information.
 DQ1058
 DQ1058.The horizontal coordinates were established by GPS observations
 DQ1058.and adjusted by the MN DEPT OF TRANSP in July 2016.
 DQ1058
 DQ1058.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DQ1058.been affixed to the stable North American tectonic plate. See 
 DQ1058.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DQ1058
 DQ1058.The horizontal coordinates are valid at the epoch date displayed above
 DQ1058.which is a decimal equivalence of Year/Month/Day.
 DQ1058
 DQ1058.The orthometric height was determined by differential leveling and
 DQ1058.adjusted by the NATIONAL GEODETIC SURVEY
 DQ1058.in September 2016.
 DQ1058
 DQ1058.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ1058.GEOID18 height accuracy estimate available here.
 DQ1058
 DQ1058.Click photographs - Photos may exist for this station.
 DQ1058
 DQ1058.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DQ1058
 DQ1058.The Laplace correction was computed from DEFLEC18 derived deflections.
 DQ1058
 DQ1058.The ellipsoidal height was determined by GPS observations
 DQ1058.and is referenced to NAD 83.
 DQ1058
 DQ1058.The dynamic height is computed by dividing the NAVD 88
 DQ1058.geopotential number by the normal gravity value computed on the
 DQ1058.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ1058.degrees latitude (g = 980.6199 gals.).
 DQ1058
 DQ1058.The modeled gravity was interpolated from observed gravity values.
 DQ1058
 DQ1058. The following values were computed from the NAD 83(2011) position.
 DQ1058
 DQ1058;                    North         East     Units Scale Factor Converg.
 DQ1058;SPC MN S     -   278,482.308   883,727.978   MT  0.99992356   +0 44 21.4
 DQ1058;SPC MN S     -   913,654.04  2,899,364.21   sFT  0.99992356   +0 44 21.4
 DQ1058;UTM  15      - 4,938,682.164   504,343.469   MT  0.99960023   +0 02 18.4
 DQ1058
 DQ1058!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DQ1058!SPC MN S     -   0.99995658  x   0.99992356  =   0.99988014
 DQ1058!UTM  15      -   0.99995658  x   0.99960023  =   0.99955683
 DQ1058
 DQ1058_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWK0434338682(NAD 83)
 DQ1058
 DQ1058                          SUPERSEDED SURVEY CONTROL
 DQ1058
 DQ1058.No superseded survey control is available for this station.
 DQ1058
 DQ1058_MARKER: F = FLANGE-ENCASED ROD
 DQ1058_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DQ1058_STAMPING: 1923 E RESET 2014
 DQ1058_MARK LOGO: MNDT
 DQ1058_PROJECTION: RECESSED 13 CENTIMETERS
 DQ1058_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DQ1058_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ1058_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ1058+SATELLITE: SATELLITE OBSERVATIONS - September 20, 2022
 DQ1058_ROD/PIPE-DEPTH: 5.0 meters
 DQ1058
 DQ1058  HISTORY     - Date     Condition        Report By
 DQ1058  HISTORY     - 20141022 MONUMENTED       MNDT
 DQ1058  HISTORY     - 20160428 GOOD             MNDT
 DQ1058  HISTORY     - 20220920 GOOD             MNDT
 DQ1058
 DQ1058                          STATION DESCRIPTION
 DQ1058
 DQ1058'DESCRIBED BY MN DEPT OF TRANSP 2014
 DQ1058'THE STATION IS LOCATED ABOUT 6.5 MI (10.5 KM) WEST OF MIESVILLE, 6.4
 DQ1058'MI (10.3 KM) NORTHEAST OF RANDOLPH AND 5.1 MI (8.2 KM) SOUTH-SOUTHEAST
 DQ1058'OF VERMILLION.
 DQ1058'
 DQ1058'TO REACH THE MARK GO 0.55 MI (0.9 KM) WEST ALONG HIGHWAY 50 FROM THE
 DQ1058'JUNCTION OF TRUNK HIGHWAY 50 AND COUNTY ROAD 85 SOUTH (HOGAN AVENUE)
 DQ1058'IN NEW TRIER, AT TRUNK HIGHWAY 50 MILE POINT 21.4.
 DQ1058'
 DQ1058'THE MARK IS LOCATED 99.0 FT (30.2 M) NORTH OF TRUNK HIGHWAY 50, 116.0
 DQ1058'FT (35.4 M) EAST OF DRIVEWAY NUMBER 7945.
 DQ1058'
 DQ1058'NOTE - THE STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM
 DQ1058'ROD DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION REMOVABLE
 DQ1058'DISK SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH
 DQ1058'PVC PIPE BACK FILLED WITH WASHED SAND.
 DQ1058
 DQ1058                          STATION RECOVERY (2016)
 DQ1058
 DQ1058'RECOVERY NOTE BY MN DEPT OF TRANSP 2016 (DJH)
 DQ1058'RECOVERED AS DESCRIBED.
 DQ1058
 DQ1058                          STATION RECOVERY (2022)
 DQ1058
 DQ1058'RECOVERY NOTE BY MN DEPT OF TRANSP 2022 (MJS)
 DQ1058'0.5 MI (0.8 KM) WEST OF NEW TRIER, 0.55 MI (0.88 KM) WEST ALONG TRUNK
 DQ1058'HIGHWAY 50 FROM THE JUNCTION OF TRUNK HIGHWAY 50 AND COUNTY ROAD 85
 DQ1058'SOUTH (HOGAN AVENUE) IN NEW TRIER, AT TRUNK HIGHWAY 50 MILE POINT
 DQ1058'21.4, 99.0 FT (30.2 M) NORTH OF TRUNK HIGHWAY 50, 116.0 FT (35.4 M)
 DQ1058'EAST OF DRIVEWAY NUMBER 7945.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DQ1059 ***********************************************************************
 DQ1059  DESIGNATION -  1923 F RESET
 DQ1059  PID         -  DQ1059
 DQ1059  STATE/COUNTY-  MN/DAKOTA
 DQ1059  COUNTRY     -  US
 DQ1059  USGS QUAD   -  CANNON FALLS (2019)
 DQ1059
 DQ1059                         *CURRENT SURVEY CONTROL
 DQ1059  ______________________________________________________________________
 DQ1059* NAD 83(1986) POSITION- 44 36 04.10   (N) 092 55 58.99   (W)   HD_HELD1
 DQ1059* NAVD 88 ORTHO HEIGHT -   296.406 (meters)      972.46  (feet) ADJUSTED
 DQ1059  ______________________________________________________________________
 DQ1059  GEOID HEIGHT    -        -29.122 (meters)                     GEOID18
 DQ1059  DYNAMIC HEIGHT  -        296.367 (meters)      972.33  (feet) COMP
 DQ1059  MODELED GRAVITY -    980,481.0   (mgal)                       NAVD 88
 DQ1059
 DQ1059  VERT ORDER      -  SECOND    CLASS I
 DQ1059
 DQ1059.The horizontal coordinates were determined by differentially corrected
 DQ1059.hand held GPS observations or other comparable positioning techniques
 DQ1059.and have an estimated accuracy of +/- 3 meters.
 DQ1059
 DQ1059.The orthometric height was determined by differential leveling and
 DQ1059.adjusted by the NATIONAL GEODETIC SURVEY
 DQ1059.in September 2016.
 DQ1059
 DQ1059.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ1059.GEOID18 height accuracy estimate available here.
 DQ1059
 DQ1059.Click photographs - Photos may exist for this station.
 DQ1059
 DQ1059.The dynamic height is computed by dividing the NAVD 88
 DQ1059.geopotential number by the normal gravity value computed on the
 DQ1059.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ1059.degrees latitude (g = 980.6199 gals.).
 DQ1059
 DQ1059.The modeled gravity was interpolated from observed gravity values.
 DQ1059
 DQ1059;                    North         East    Units  Estimated Accuracy
 DQ1059;SPC MN S     -   278,457.7     884,698.1     MT  (+/- 3 meters HH1 GPS) 
 DQ1059
 DQ1059_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWK0531238645(NAD 83)
 DQ1059
 DQ1059                          SUPERSEDED SURVEY CONTROL
 DQ1059
 DQ1059.No superseded survey control is available for this station.
 DQ1059
 DQ1059_MARKER: I = METAL ROD
 DQ1059_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DQ1059_STAMPING: 1923 F RESET 2014
 DQ1059_MARK LOGO: MNDT
 DQ1059_PROJECTION: RECESSED 5 CENTIMETERS
 DQ1059_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DQ1059_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ1059_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ1059+SATELLITE: SATELLITE OBSERVATIONS - September 30, 2022
 DQ1059_ROD/PIPE-DEPTH: 4.9 meters
 DQ1059
 DQ1059  HISTORY     - Date     Condition        Report By
 DQ1059  HISTORY     - 20141022 MONUMENTED       MNDT
 DQ1059  HISTORY     - 20220930 GOOD             MNDT
 DQ1059
 DQ1059                          STATION DESCRIPTION
 DQ1059
 DQ1059'DESCRIBED BY MN DEPT OF TRANSP 2014
 DQ1059'THE STATION IS LOCATED ABOUT 6.6 MI (10.6 KM) NORTH-NORTHWEST OF
 DQ1059'CANNON FALLS, 5.9 MI (9.5 KM) WEST OF MIESVILLE AND 5.3 MI (8.5 KM)
 DQ1059'SOUTH-SOUTHEAST OF VERMILLION.
 DQ1059'
 DQ1059'TO REACH THE MARK GO 0.05 EAST ALONG TRUNK HIGHWAY 50 FROM THE
 DQ1059'JUNCTION OF TRUNK HIGHWAY 50 AND COUNTY ROAD 85 SOUTH (HOGAN AVENUE)
 DQ1059'IN NEW TRIER, AT TRUNK HIGHWAY 50 MILE POINT 21.9.
 DQ1059'
 DQ1059'THE MARK IS LOCATED 32.0 FT (9.8 M) SOUTH OF TRUNK HIGHWAY 50, 50.9 FT
 DQ1059'(15.5 M) WEST OF DRIVEWAY NUMBER 8570, 4.3 FT (1.3 M) SOUTHEAST OF
 DQ1059'POWER POLE, 3.4 FT (1.0 M) SOUTHEAST OF A WITNESS POST.
 DQ1059'
 DQ1059'NOTE - THE STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM
 DQ1059'ROD DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION REMOVABLE
 DQ1059'DISK SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH
 DQ1059'PVC PIPE BACK FILLED WITH WASHED SAND.
 DQ1059
 DQ1059                          STATION RECOVERY (2022)
 DQ1059
 DQ1059'RECOVERY NOTE BY MN DEPT OF TRANSP 2022 (MJS)
 DQ1059'IN NEW TRIER, 0.05 MI (0.08 KM) EAST ALONG TRUNK HIGHWAY 50 FROM THE
 DQ1059'JUNCTION OF TRUNK HIGHWAY 50 AND COUNTY ROAD 85 SOUTH (HOGAN AVENUE)
 DQ1059'IN NEW TRIER, AT TRUNK HIGHWAY 50 MILE POINT 21.9, 32.0 FT (9.8 M)
 DQ1059'SOUTH OF TRUNK HIGHWAY 50, 50.9 FT (15.5 M) WEST OF DRIVEWAY NUMBER
 DQ1059'8570, 4.3 FT (1.3 M) SOUTHEAST OF A POWER POLE, 3.4 FT (1.0 M)
 DQ1059'SOUTHEAST OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 PP3408 ***********************************************************************
 PP3408  DESIGNATION -  1923 H
 PP3408  PID         -  PP3408
 PP3408  STATE/COUNTY-  MN/DAKOTA
 PP3408  COUNTRY     -  US
 PP3408  USGS QUAD   -  CANNON FALLS (2019)
 PP3408
 PP3408                         *CURRENT SURVEY CONTROL
 PP3408  ______________________________________________________________________
 PP3408* NAD 83(1986) POSITION- 44 36 03.81   (N) 092 54 25.04   (W)   HD_HELD1
 PP3408* NAVD 88 ORTHO HEIGHT -   305.496 (meters)     1002.28  (feet) ADJUSTED
 PP3408  ______________________________________________________________________
 PP3408  GEOID HEIGHT    -        -29.233 (meters)                     GEOID18
 PP3408  DYNAMIC HEIGHT  -        305.455 (meters)     1002.15  (feet) COMP
 PP3408  MODELED GRAVITY -    980,478.0   (mgal)                       NAVD 88
 PP3408
 PP3408  VERT ORDER      -  SECOND    CLASS I
 PP3408
 PP3408.The horizontal coordinates were determined by differentially corrected
 PP3408.hand held GPS observations or other comparable positioning techniques
 PP3408.and have an estimated accuracy of +/- 3 meters.
 PP3408
 PP3408.The orthometric height was determined by differential leveling and
 PP3408.adjusted by the NATIONAL GEODETIC SURVEY
 PP3408.in June 1995.
 PP3408
 PP3408.Significant digits in the geoid height do not necessarily reflect accuracy.
 PP3408.GEOID18 height accuracy estimate available here.
 PP3408
 PP3408.Click photographs - Photos may exist for this station.
 PP3408
 PP3408.The dynamic height is computed by dividing the NAVD 88
 PP3408.geopotential number by the normal gravity value computed on the
 PP3408.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP3408.degrees latitude (g = 980.6199 gals.).
 PP3408
 PP3408.The modeled gravity was interpolated from observed gravity values.
 PP3408
 PP3408;                    North         East    Units  Estimated Accuracy
 PP3408;SPC MN S     -   278,476.1     886,769.8     MT  (+/- 3 meters HH1 GPS) 
 PP3408
 PP3408_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWK0738438638(NAD 83)
 PP3408
 PP3408                          SUPERSEDED SURVEY CONTROL
 PP3408
 PP3408.No superseded survey control is available for this station.
 PP3408
 PP3408_MARKER: DV = VERTICAL CONTROL DISK
 PP3408_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 PP3408+WITH SETTING: INFORMATION.
 PP3408_STAMPING: 1923 H 1988
 PP3408_MARK LOGO: MNDT
 PP3408_PROJECTION: RECESSED 5 CENTIMETERS
 PP3408_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 PP3408_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PP3408_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 PP3408+SATELLITE: SATELLITE OBSERVATIONS - September 30, 2022
 PP3408
 PP3408  HISTORY     - Date     Condition        Report By
 PP3408  HISTORY     - 1988     MONUMENTED       MNDT
 PP3408  HISTORY     - 20040727 MARK NOT FOUND   USPSQD
 PP3408  HISTORY     - 20070710 GOOD             MNDT
 PP3408  HISTORY     - 20141022 GOOD             MNDT
 PP3408  HISTORY     - 20220930 GOOD             MNDT
 PP3408
 PP3408                          STATION DESCRIPTION
 PP3408
 PP3408'DESCRIBED BY MN DEPT OF TRANSP 1988
 PP3408'THE MARK IS LOCATED ABOUT 1 MI (1.6 KM) EAST OF THE CITY OF NEW TRIER,
 PP3408'1.35 MI (2.17 KM) EAST ALONG TRUNK HIGHWAY 50 FROM ITS JUNCTION WITH
 PP3408'COUNTY ROAD 85 (HOGAN AVENUE) IN NEW TRIER AND IN THE NW 1/4 OF
 PP3408'SECTION 18, T113N, R17W.  THE MARK IS 58.7 FT (17.9 M) SOUTH OF AND
 PP3408'ABOUT 1 FT (0.3 M) HIGHER THAN THE CENTERLINE OF HIGHWAY 50 AT
 PP3408'MILEPOINT 23.2, 6.8 FT (2.1 M) SOUTH OF A 14 INCH BOXELDER TREE AND
 PP3408'0.8 FT (0.2 M) NORTH OF A STEEL WITNESS POST.  THE MARK, A STANDARD
 PP3408'MNDT MAGNETIC ALUMINUM VERTICAL CONTROL MONUMENT DISK STAMPED---1923
 PP3408'H 1988---, IS FASTENED TO THE TOP OF A 3/4 INCH BY 8.5 FOOT LONG
 PP3408'ALUMINUM ALLOY ROD DRIVEN TO REFUSAL AND PROJECTS 1 INCH ABOVE THE
 PP3408'SURFACE OF THE GROUND.
 PP3408
 PP3408                          STATION RECOVERY (2004)
 PP3408
 PP3408'RECOVERY NOTE BY US POWER SQUADRON 2004 (ATD)
 PP3408'MARK NOT FOUND, NEW CONSTRUCTION IN THE AREA. SPSPS ATD
 PP3408
 PP3408                          STATION RECOVERY (2007)
 PP3408
 PP3408'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (VWC)
 PP3408'THE MARK IS LOCATED ABOUT 6.5 MI (10.5 KM) NORTH OF CANNON FALLS, 5.8
 PP3408'MI (9.3 KM) SOUTH-SOUTHEAST OF VERMILLION AND 4.6 MI (7.4 KM) WEST OF
 PP3408'MIESVILLE.
 PP3408'
 PP3408'TO REACH TO THE MARK GO 1.35 MI (2.2 KM) EAST OF THE JUNCTION OF TRUNK
 PP3408'HIGHWAY 50 AND COUNTY ROAD 85 SOUTH (HOGAN AVENUE) AT NEW TRIER, AT
 PP3408'TRUNK HIGHWAY 50 MILE POINT 23.2, 58.7 FT (17.9 M) SOUTH OF TRUNK
 PP3408'HIGHWAY 50, 120 FT (36.6 M) WEST OF DRIVE TO FIRE NUMBER 9834, 120 FT
 PP3408'(36.6 M) EAST OF TRIPLE POWER POLE WITH TRANSFORMERS, 6.8 FT (2.1 M)
 PP3408'SOUTH OF 14 INCH (36 CM) BOX ELDER TREE, 1.0 FT (0.3 M) NORTH OF A
 PP3408'WITNESS POST.
 PP3408
 PP3408                          STATION RECOVERY (2014)
 PP3408
 PP3408'RECOVERY NOTE BY MN DEPT OF TRANSP 2014 (KMS)
 PP3408'RECOVERED AS DESCRIBED.
 PP3408
 PP3408                          STATION RECOVERY (2022)
 PP3408
 PP3408'RECOVERY NOTE BY MN DEPT OF TRANSP 2022 (MJS)
 PP3408'1.35 MI (2.17 KM) EAST OF NEW TRIER, 1.35 MI (2.17 KM) EAST OF THE
 PP3408'JUNCTION OF TRUNK HIGHWAY 50 AND COUNTY ROAD 85 SOUTH (HOGAN AVENUE)
 PP3408'IN NEW TRIER, AT TRUNK HIGHWAY 50 MILE POINT 23.2, 58.7 FT (17.9 M)
 PP3408'SOUTH OF TRUNK HIGHWAY 50, 120.0 FT (36.6 M) WEST OF A DRIVE TO FIRE
 PP3408'NUMBER 9834, 120.0 FT (36.6 M) EAST OF A TRIPLE POWER POLE WITH
 PP3408'TRANSFORMERS, 1.0 FT (0.3 M) NORTH OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 PP3406 ***********************************************************************
 PP3406  DESIGNATION -  1923 K
 PP3406  PID         -  PP3406
 PP3406  STATE/COUNTY-  MN/DAKOTA
 PP3406  COUNTRY     -  US
 PP3406  USGS QUAD   -  CANNON FALLS (2019)
 PP3406
 PP3406                         *CURRENT SURVEY CONTROL
 PP3406  ______________________________________________________________________
 PP3406* NAD 83(1986) POSITION- 44 36 00.88   (N) 092 53 37.24   (W)   HD_HELD1
 PP3406* NAVD 88 ORTHO HEIGHT -   307.704 (meters)     1009.53  (feet) ADJUSTED
 PP3406  ______________________________________________________________________
 PP3406  GEOID HEIGHT    -        -29.289 (meters)                     GEOID18
 PP3406  DYNAMIC HEIGHT  -        307.663 (meters)     1009.39  (feet) COMP
 PP3406  MODELED GRAVITY -    980,476.1   (mgal)                       NAVD 88
 PP3406
 PP3406  VERT ORDER      -  SECOND    CLASS I
 PP3406
 PP3406.The horizontal coordinates were determined by differentially corrected
 PP3406.hand held GPS observations or other comparable positioning techniques
 PP3406.and have an estimated accuracy of +/- 3 meters.
 PP3406
 PP3406.The orthometric height was determined by differential leveling and
 PP3406.adjusted by the NATIONAL GEODETIC SURVEY
 PP3406.in September 2016.
 PP3406
 PP3406.Significant digits in the geoid height do not necessarily reflect accuracy.
 PP3406.GEOID18 height accuracy estimate available here.
 PP3406
 PP3406.Click photographs - Photos may exist for this station.
 PP3406
 PP3406.The dynamic height is computed by dividing the NAVD 88
 PP3406.geopotential number by the normal gravity value computed on the
 PP3406.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP3406.degrees latitude (g = 980.6199 gals.).
 PP3406
 PP3406.The modeled gravity was interpolated from observed gravity values.
 PP3406
 PP3406;                    North         East    Units  Estimated Accuracy
 PP3406;SPC MN S     -   278,399.9     887,825.0     MT  (+/- 3 meters HH1 GPS) 
 PP3406
 PP3406_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWK0843738549(NAD 83)
 PP3406
 PP3406                          SUPERSEDED SURVEY CONTROL
 PP3406
 PP3406  NAVD 88 (06/23/95)  307.705  (m)         1009.53   (f) SUPERSEDED  2 1
 PP3406
 PP3406.Superseded values are not recommended for survey control.
 PP3406
 PP3406.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PP3406.See file dsdata.pdf to determine how the superseded data were derived.
 PP3406
 PP3406_MARKER: DV = VERTICAL CONTROL DISK
 PP3406_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 PP3406_STAMPING: 1923 K 1988
 PP3406_MARK LOGO: MNDT
 PP3406_PROJECTION: PROJECTING 13 CENTIMETERS
 PP3406_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 PP3406_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PP3406_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PP3406+SATELLITE: SATELLITE OBSERVATIONS - September 30, 2022
 PP3406
 PP3406  HISTORY     - Date     Condition        Report By
 PP3406  HISTORY     - 1988     MONUMENTED       MNDT
 PP3406  HISTORY     - 20040727 GOOD             USPSQD
 PP3406  HISTORY     - 20070710 GOOD             MNDT
 PP3406  HISTORY     - 20141022 GOOD             MNDT
 PP3406  HISTORY     - 20220930 GOOD             MNDT
 PP3406
 PP3406                          STATION DESCRIPTION
 PP3406
 PP3406'DESCRIBED BY MN DEPT OF TRANSP 1988
 PP3406'THE MARK IS LOCATED ABOUT 1.75 MI (2.82 KM) EAST OF THE CITY OF NEW
 PP3406'TRIER, 2.0 MI (3.2 KM) EAST ALONG TRUNK HIGHWAY 50 FROM ITS JUNCTION
 PP3406'WITH COUNTY ROAD 85 (HOGAN AVENUE) IN NEW TRIER TO A NORTH-SOUTH
 PP3406'GRAVEL CROSSROAD (JOAN AVENUE) AT MILEPOINT 23.9, THENCE SOUTH ON
 PP3406'JOAN AVENUE FOR ABOUT 360 FT (109.7 M) AND IN THE NE 1/4 OF SECTION
 PP3406'18, T113N, R17W.  THE MARK IS 21.5 FT (6.6 M) WEST OF AND ABOUT 3 FT
 PP3406'(0.9 M) HIGHER THAN THE CENTER OF THE GRAVEL ROAD, 4.2 FT (1.3 M)
 PP3406'EAST OF A POWER POLE AND 0.9 FT (0.3 M) SOUTH OF A STEEL WITNESS POST.
 PP3406'THE MARK, A STANDARD MAGNETIC ALUMINUM MNDT VERTICAL CONTROL MONUMENT
 PP3406'DISK STAMPED---1923 K 1988---, IS FASTENED TO THE TOP OF A 3/4 INCH
 PP3406'DIAMETER BY 6 FOOT LONG ALUMINUM ALLOY ROD DRIVEN TO REFUSAL AND
 PP3406'PROJECTS 5 INCHES ABOVE THE SURFACE OF THE GROUND.
 PP3406
 PP3406                          STATION RECOVERY (2004)
 PP3406
 PP3406'RECOVERY NOTE BY US POWER SQUADRON 2004 (ATD)
 PP3406'RECOVERED IN GOOD CONDITION AS DESCRIBED. SPSPS ATD
 PP3406
 PP3406                          STATION RECOVERY (2007)
 PP3406
 PP3406'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (VWC)
 PP3406'THE MARK IS LOCATED ABOUT 6.5 MI (10.5 KM) NORTH OF CANNON FALLS, 6.2
 PP3406'MI (10.0 KM) SOUTHEAST OF VERMILLION AND 4.0 MI (6.4 KM) WEST OF
 PP3406'MIESVILLE.
 PP3406'
 PP3406'TO REACH TO THE MARK GO 2.0 MI (3.2 KM) EAST OF THE JUNCTION OF TRUNK
 PP3406'HIGHWAY 50 AND COUNTY ROAD 85 SOUTH (HOGAN AVENUE) AT TRUNK HIGHWAY 50
 PP3406'MILE POINT 23.9, AT NEW TRIER, AT THE JUNCTION OF TRUNK HIGHWAY 50 AND
 PP3406'JOAN AVENUE, 360 FT (109.7 M) SOUTH OF TRUNK HIGHWAY 50, 21.5 FT (6.6
 PP3406'M) WEST OF JOAN AVENUE, 4.2 FT (1.3 M) EAST OF POWER POLE, 0.9 FT (0.3
 PP3406'M) SOUTH OF A WITNESS POST.
 PP3406
 PP3406                          STATION RECOVERY (2014)
 PP3406
 PP3406'RECOVERY NOTE BY MN DEPT OF TRANSP 2014 (MAS)
 PP3406'RECOVERED AS DESCRIBED.
 PP3406
 PP3406                          STATION RECOVERY (2022)
 PP3406
 PP3406'RECOVERY NOTE BY MN DEPT OF TRANSP 2022 (MJS)
 PP3406'2.0 MI (3.2 KM) EAST OF NEW TRIER, 2.0 MI (3.2 KM) EAST ALONG TRUNK
 PP3406'HIGHWAY 50 FROM THE JUNCTION OF TRUNK HIGHWAY 50 AND COUNTY ROAD 85
 PP3406'SOUTH (HOGAN AVENUE) IN NEW TRIER, AT TRUNK HIGHWAY 50 MILE POINT
 PP3406'23.9, 360.0 FT (109.7 M) SOUTH OF TRUNK HIGHWAY 50, 21.5 FT (6.6 M)
 PP3406'WEST OF JOAN AVENUE, 4.2 FT (1.3 M) EAST OF A POWER POLE, 0.6 FT (18
 PP3406'CM) EAST OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 PP3404 ***********************************************************************
 PP3404  DESIGNATION -  1923 M
 PP3404  PID         -  PP3404
 PP3404  STATE/COUNTY-  MN/DAKOTA
 PP3404  COUNTRY     -  US
 PP3404  USGS QUAD   -  MIESVILLE (2019)
 PP3404
 PP3404                         *CURRENT SURVEY CONTROL
 PP3404  ______________________________________________________________________
 PP3404* NAD 83(2011) POSITION- 44 36 04.54099(N) 092 52 27.75054(W)   ADJUSTED
 PP3404* NAD 83(2011) ELLIP HT-   282.575 (meters)        (07/20/16)   ADJUSTED
 PP3404* NAD 83(2011) EPOCH   -  2010.00
 PP3404* NAVD 88 ORTHO HEIGHT -   311.942 (meters)     1023.43  (feet) ADJUSTED
 PP3404  ______________________________________________________________________
 PP3404  GEOID HEIGHT    -        -29.364 (meters)                     GEOID18
 PP3404  NAD 83(2011) X  -   -228,116.153 (meters)                     COMP
 PP3404  NAD 83(2011) Y  - -4,543,292.203 (meters)                     COMP
 PP3404  NAD 83(2011) Z  -  4,456,105.460 (meters)                     COMP
 PP3404  LAPLACE CORR    -        -10.18  (seconds)                    DEFLEC18
 PP3404  DYNAMIC HEIGHT  -        311.900 (meters)     1023.29  (feet) COMP
 PP3404  MODELED GRAVITY -    980,473.0   (mgal)                       NAVD 88
 PP3404
 PP3404  VERT ORDER      -  SECOND    CLASS I
 PP3404
 PP3404  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 PP3404  Standards:
 PP3404         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 PP3404            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 PP3404  -------------------------------------------------------------------
 PP3404  NETWORK    0.65   1.25           0.29   0.24   0.64      0.05170698
 PP3404  -------------------------------------------------------------------
 PP3404  Click here for local accuracies and other accuracy information.
 PP3404
 PP3404.The horizontal coordinates were established by GPS observations
 PP3404.and adjusted by the MN DEPT OF TRANSP in July 2016.
 PP3404
 PP3404.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 PP3404.been affixed to the stable North American tectonic plate. See 
 PP3404.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 PP3404
 PP3404.The horizontal coordinates are valid at the epoch date displayed above
 PP3404.which is a decimal equivalence of Year/Month/Day.
 PP3404
 PP3404.The orthometric height was determined by differential leveling and
 PP3404.adjusted by the NATIONAL GEODETIC SURVEY
 PP3404.in September 2016.
 PP3404
 PP3404.Significant digits in the geoid height do not necessarily reflect accuracy.
 PP3404.GEOID18 height accuracy estimate available here.
 PP3404
 PP3404.Click photographs - Photos may exist for this station.
 PP3404
 PP3404.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 PP3404
 PP3404.The Laplace correction was computed from DEFLEC18 derived deflections.
 PP3404
 PP3404.The ellipsoidal height was determined by GPS observations
 PP3404.and is referenced to NAD 83.
 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. The following values were computed from the NAD 83(2011) position.
 PP3404
 PP3404;                    North         East     Units Scale Factor Converg.
 PP3404;SPC MN S     -   278,533.798   889,355.710   MT  0.99992355   +0 47 20.3
 PP3404;SPC MN S     -   913,822.97  2,917,827.86   sFT  0.99992355   +0 47 20.3
 PP3404;UTM  15      - 4,938,664.821   509,969.592   MT  0.99960122   +0 05 17.6
 PP3404
 PP3404!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PP3404!SPC MN S     -   0.99995570  x   0.99992355  =   0.99987925
 PP3404!UTM  15      -   0.99995570  x   0.99960122  =   0.99955693
 PP3404
 PP3404_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWK0996938664(NAD 83)
 PP3404
 PP3404                          SUPERSEDED SURVEY CONTROL
 PP3404
 PP3404  NAVD 88 (06/23/95)  311.966  (m)         1023.51   (f) SUPERSEDED  2 1
 PP3404
 PP3404.Superseded values are not recommended for survey control.
 PP3404
 PP3404.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PP3404.See file dsdata.pdf to determine how the superseded data were derived.
 PP3404
 PP3404_MARKER: DB = BENCH MARK DISK
 PP3404_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 PP3404_STAMPING: 1923 M 1988
 PP3404_MARK LOGO: MNHD
 PP3404_PROJECTION: FLUSH
 PP3404_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 PP3404_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PP3404_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PP3404+SATELLITE: SATELLITE OBSERVATIONS - September 29, 2022
 PP3404
 PP3404  HISTORY     - Date     Condition        Report By
 PP3404  HISTORY     - 19880801 MONUMENTED       MNHD
 PP3404  HISTORY     - 20021207 GOOD             USPSQD
 PP3404  HISTORY     - 20070710 GOOD             MNDT
 PP3404  HISTORY     - 20141022 GOOD             MNDT
 PP3404  HISTORY     - 20160428 GOOD             MNDT
 PP3404  HISTORY     - 20220929 GOOD             MNDT
 PP3404
 PP3404                          STATION DESCRIPTION
 PP3404
 PP3404'DESCRIBED BY MN HIGHWAY DEPT 1988
 PP3404'THE MARK IS LOCATED ABOUT 2 MI (3.2 KM) WEST OF THE CITY OF MIESVILLE,
 PP3404'1.1 MI (1.8 KM) WEST ALONG TRUNK HIGHWAY 61 FROM THE WEST BOUNDARY OF
 PP3404'MIESVILLE TO THE JUNCTION OF TRUNK HIGHWAY 50, THENCE WEST ALONG
 PP3404'HIGHWAY 50 FOR 0.1 MI (0.2 KM) TO ITS JUNCTION WITH TRUNK HIGHWAY 20,
 PP3404'THENCE WEST ALONG HIGHWAY 50 FOR 0.7 MI (1.1 KM) AND IN THE SE 1/4 OF
 PP3404'SECTION 8, T113N, R17W.  THE MARK IS 26.9 FT (8.2 M) NORTH OF AND
 PP3404'ABOUT 1 FT (0.3 M) LOWER THAN THE CENTERLINE OF HIGHWAY 50 AT
 PP3404'MILEPOINT 24.8, 4.3 FT (1.3 M) EAST OF A POWER POLE AND 0.6 FT
 PP3404'(0.2 M) SOUTH OF A STEEL WITNESS POST.  THE MARK, A STANDARD MNDT
 PP3404'BENCH MARK DISK STAMPED---1923 M 1988---, IS SET IN THE TOP OF A
 PP3404'PRECAST CONCRETE POST (MAGNETIC) THAT PROJECTS 3 INCHES ABOVE THE
 PP3404'SURFACE OF THE GROUND.
 PP3404
 PP3404                          STATION RECOVERY (2002)
 PP3404
 PP3404'RECOVERY NOTE BY US POWER SQUADRON 2002 (JRD)
 PP3404'RECOVERED IN GOOD CONDITION.
 PP3404
 PP3404                          STATION RECOVERY (2007)
 PP3404
 PP3404'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (PJG)
 PP3404'THE MARK IS LOCATED ABOUT 6.8 MI (10.9 KM) SOUTHEAST OF VERMILLION,
 PP3404'6.7 MI (10.8 KM) NORTH-NORTHEAST OF CANNON FALLS AND 3.0 MI (4.8 KM)
 PP3404'WEST OF MIESVILLE.
 PP3404'
 PP3404'TO REACH TO THE MARK GO 0.7 MI (1.1 KM) WEST OF THE JUNCTION OF TRUNK
 PP3404'HIGHWAY 50 AND TRUNK HIGHWAY 20 AT TRUNK HIGHWAY 50 MILE POINT 24.8,
 PP3404'26.9 FT (8.2 M) NORTH OF TRUNK HIGHWAY 50, 4.3 FT (1.3 M) EAST OF
 PP3404'POWER POLE, 250 WEST OF DRIVE WITH ROW OF SPRUCE TREES, 0.6 FT (0.2 M)
 PP3404'SOUTH OF A WITNESS POST.
 PP3404
 PP3404                          STATION RECOVERY (2014)
 PP3404
 PP3404'RECOVERY NOTE BY MN DEPT OF TRANSP 2014 (MAS)
 PP3404'RECOVERED AS DESCRIBED.
 PP3404
 PP3404                          STATION RECOVERY (2016)
 PP3404
 PP3404'RECOVERY NOTE BY MN DEPT OF TRANSP 2016 (DJH)
 PP3404'RECOVERED AS DESCRIBED.
 PP3404
 PP3404                          STATION RECOVERY (2022)
 PP3404
 PP3404'RECOVERY NOTE BY MN DEPT OF TRANSP 2022 (MJS)
 PP3404'2.7 MI (4.3 KM) WEST OF MIESVILLE, 0.7 MI (1.1 KM) WEST ALONG TRUNK
 PP3404'HIGHWAY 50 FROM THE JUNCTION OF TRUNK HIGHWAY 50 AND TRUNK HIGHWAY 20
 PP3404'(THE JUNCTION IS 2.0 MI (3.2 KM) WEST OF MIESVILLE), AT TRUNK HIGHWAY
 PP3404'50 MILE POINT 24.8, 26.9 FT (8.2 M) NORTH OF TRUNK HIGHWAY 50, 4.3 FT
 PP3404'(1.3 M) EAST OF A POWER POLE, 1.0 FT (0.3 M) SOUTH OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 PP3403 ***********************************************************************
 PP3403  DESIGNATION -  1923 N
 PP3403  PID         -  PP3403
 PP3403  STATE/COUNTY-  MN/DAKOTA
 PP3403  COUNTRY     -  US
 PP3403  USGS QUAD   -  MIESVILLE (2019)
 PP3403
 PP3403                         *CURRENT SURVEY CONTROL
 PP3403  ______________________________________________________________________
 PP3403* NAD 83(1986) POSITION- 44 36 07.22   (N) 092 51 59.64   (W)   HD_HELD1
 PP3403* NAVD 88 ORTHO HEIGHT -   317.929 (meters)     1043.07  (feet) ADJUSTED
 PP3403  ______________________________________________________________________
 PP3403  GEOID HEIGHT    -        -29.394 (meters)                     GEOID18
 PP3403  DYNAMIC HEIGHT  -        317.885 (meters)     1042.93  (feet) COMP
 PP3403  MODELED GRAVITY -    980,471.6   (mgal)                       NAVD 88
 PP3403
 PP3403  VERT ORDER      -  SECOND    CLASS I
 PP3403
 PP3403.The horizontal coordinates were determined by differentially corrected
 PP3403.hand held GPS observations or other comparable positioning techniques
 PP3403.and have an estimated accuracy of +/- 3 meters.
 PP3403
 PP3403.The orthometric height was determined by differential leveling and
 PP3403.adjusted by the NATIONAL GEODETIC SURVEY
 PP3403.in September 2016.
 PP3403
 PP3403.Significant digits in the geoid height do not necessarily reflect accuracy.
 PP3403.GEOID18 height accuracy estimate available here.
 PP3403
 PP3403.Click photographs - Photos may exist for this station.
 PP3403
 PP3403.The dynamic height is computed by dividing the NAVD 88
 PP3403.geopotential number by the normal gravity value computed on the
 PP3403.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP3403.degrees latitude (g = 980.6199 gals.).
 PP3403
 PP3403.The modeled gravity was interpolated from observed gravity values.
 PP3403
 PP3403;                    North         East    Units  Estimated Accuracy
 PP3403;SPC MN S     -   278,625.0     889,974.4     MT  (+/- 3 meters HH1 GPS) 
 PP3403
 PP3403_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWK1058938748(NAD 83)
 PP3403
 PP3403                          SUPERSEDED SURVEY CONTROL
 PP3403
 PP3403  NAVD 88 (06/23/95)  317.931  (m)         1043.08   (f) SUPERSEDED  2 1
 PP3403
 PP3403.Superseded values are not recommended for survey control.
 PP3403
 PP3403.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PP3403.See file dsdata.pdf to determine how the superseded data were derived.
 PP3403
 PP3403_MARKER: DV = VERTICAL CONTROL DISK
 PP3403_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 PP3403_STAMPING: 1923 N 1988
 PP3403_MARK LOGO: MNDT
 PP3403_PROJECTION: RECESSED 10 CENTIMETERS
 PP3403_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 PP3403_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PP3403_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PP3403+SATELLITE: SATELLITE OBSERVATIONS - October 22, 2014
 PP3403_ROD/PIPE-DEPTH: 6.1 meters
 PP3403
 PP3403  HISTORY     - Date     Condition        Report By
 PP3403  HISTORY     - 1988     MONUMENTED       MNDT
 PP3403  HISTORY     - 20021207 GOOD             USPSQD
 PP3403  HISTORY     - 20040727 GOOD             USPSQD
 PP3403  HISTORY     - 20070710 GOOD             MNDT
 PP3403  HISTORY     - 20141022 GOOD             MNDT
 PP3403
 PP3403                          STATION DESCRIPTION
 PP3403
 PP3403'DESCRIBED BY MN DEPT OF TRANSP 1988
 PP3403'THE MARK IS LOCATED ABOUT 1.5 MI (2.4 KM) WEST OF THE CITY OF
 PP3403'MIESVILLE, 1.1 MI (1.8 KM) WEST ALONG TRUNK HIGHWAY 61 FROM THE WEST
 PP3403'BOUNDARY OF MIESVILLE TO THE JUNCTION OF TRUNK HIGHWAY 50, THENCE WEST
 PP3403'ALONG HIGHWAY 50 FOR 0.1 MI (0.2 KM) TO ITS JUNCTION WITH TRUNK
 PP3403'HIGHWAY 20, THENCE WEST ALONG HIGHWAY 50 FOR 0.3 MI (0.5 KM) TO A
 PP3403'FARM ENTRANCE NORTH AND IN THE SW 1/4 OF SECTION 9, T113N, R17W.  THE
 PP3403'MARK IS ABOUT 300 FT (91.4 M) NORTH OF THE CENTERLINE OF HIGHWAY 50
 PP3403'AT MILEPOINT 25.3, 20.0 FT (6.1 M) WEST OF AND ABOUT 0.5 FT (0.2 M)
 PP3403'HIGHER THAN THE CENTER OF THE ENTRANCE, 2.3 FT (0.7 M) SOUTH OF A
 PP3403'POWER POLE AND 0.7 FT (0.2 M) EAST OF A STEEL WITNESS POST.  THE
 PP3403'MARK, A STANDARD MNDT MAGNETIC ALUMINUM VERTICAL CONTROL MONUMENT
 PP3403'DISK STAMPED---1923 N 1988---, IS FASTENED TO THE TOP OF A 3/4 INCH
 PP3403'BY 20 FOOT LONG ALUMINUM ALLOY ROD DRIVEN TO REFUSAL AND 2 INCHES
 PP3403'BELOW GROUND LEVEL.
 PP3403
 PP3403                          STATION RECOVERY (2002)
 PP3403
 PP3403'RECOVERY NOTE BY US POWER SQUADRON 2002 (JRD)
 PP3403'MARK IS ONLY 0.2 FT EAST OF THE STEEL WITNESS POST.
 PP3403
 PP3403                          STATION RECOVERY (2004)
 PP3403
 PP3403'RECOVERY NOTE BY US POWER SQUADRON 2004 (ATD)
 PP3403'RECOVERED IN GOOD CONDITION AS DESCRIBED. SPSPS ATD
 PP3403
 PP3403                          STATION RECOVERY (2007)
 PP3403
 PP3403'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (PJG)
 PP3403'THE MARK IS LOCATED ABOUT 6.8 MI (10.9 KM) NORTH-NORTHEAST OF CANNON
 PP3403'FALLS, 6.7 MI (10.8 KM) WEST-NORTHWEST OF WELCH AND 2.6 MI (4.2 KM)
 PP3403'WEST OF MIESVILLE.
 PP3403'
 PP3403'TO REACH TO THE MARK GO 0.3 MI (0.5 KM) WEST OF THE JUNCTION OF TRUNK
 PP3403'HIGHWAY 20 AND TRUNK HIGHWAY 50 AT TRUNK HIGHWAY 50 MILE POINT 25.3,
 PP3403'300 FT (91.4 M) NORTH OF TRUNK HIGHWAY 50, 20 FT (6.1 M) WEST OF
 PP3403'ENTRANCE TO ADDRESS NUMBER 11843, 2.3 FT (0.7 M) SOUTH OF POWER POLE,
 PP3403'0.7 FT (0.2 M) EAST OF A WITNESS POST.
 PP3403
 PP3403                          STATION RECOVERY (2014)
 PP3403
 PP3403'RECOVERY NOTE BY MN DEPT OF TRANSP 2014 (MAS)
 PP3403'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DJ8663 ***********************************************************************
 DJ8663  DESIGNATION -  1924
 DJ8663  PID         -  DJ8663
 DJ8663  STATE/COUNTY-  MN/BIG STONE
 DJ8663  COUNTRY     -  US
 DJ8663  USGS QUAD   -  ORTONVILLE (2019)
 DJ8663
 DJ8663                         *CURRENT SURVEY CONTROL
 DJ8663  ______________________________________________________________________
 DJ8663* NAD 83(1986) POSITION- 45 17 46.     (N) 096 26 43.     (W)   SCALED
 DJ8663* NAVD 88 ORTHO HEIGHT -   297.460 (meters)      975.92  (feet) ADJUSTED
 DJ8663  ______________________________________________________________________
 DJ8663  GEOID HEIGHT    -        -26.078 (meters)                     GEOID18
 DJ8663  DYNAMIC HEIGHT  -        297.441 (meters)      975.85  (feet) COMP
 DJ8663  MODELED GRAVITY -    980,545.2   (mgal)                       NAVD 88
 DJ8663
 DJ8663  VERT ORDER      -  SECOND    CLASS I
 DJ8663
 DJ8663.The horizontal coordinates were scaled from a map and have
 DJ8663.an estimated accuracy of +/- 6 seconds.
 DJ8663
 DJ8663.The orthometric height was determined by differential leveling and
 DJ8663.adjusted by the NATIONAL GEODETIC SURVEY
 DJ8663.in July 2008.
 DJ8663
 DJ8663.No vertical observational check was made to the station.
 DJ8663
 DJ8663.Significant digits in the geoid height do not necessarily reflect accuracy.
 DJ8663.GEOID18 height accuracy estimate available here.
 DJ8663
 DJ8663.Click photographs - Photos may exist for this station.
 DJ8663
 DJ8663.The dynamic height is computed by dividing the NAVD 88
 DJ8663.geopotential number by the normal gravity value computed on the
 DJ8663.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ8663.degrees latitude (g = 980.6199 gals.).
 DJ8663
 DJ8663.The modeled gravity was interpolated from observed gravity values.
 DJ8663
 DJ8663;                    North         East    Units  Estimated Accuracy
 DJ8663;SPC MN S     -   358,000.      608,220.      MT  (+/- 180 meters Scaled)
 DJ8663
 DJ8663_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQR003190(NAD 83)
 DJ8663
 DJ8663                          SUPERSEDED SURVEY CONTROL
 DJ8663
 DJ8663.No superseded survey control is available for this station.
 DJ8663
 DJ8663_MARKER: DB = BENCH MARK DISK
 DJ8663_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DJ8663_SP_SET: BRIDGE ABUTMENT
 DJ8663_STAMPING: 1924
 DJ8663_MARK LOGO: MNDT
 DJ8663_MAGNETIC: N = NO MAGNETIC MATERIAL
 DJ8663_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DJ8663_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DJ8663+SATELLITE: SATELLITE OBSERVATIONS - May 31, 2007
 DJ8663
 DJ8663  HISTORY     - Date     Condition        Report By
 DJ8663  HISTORY     - 1987     MONUMENTED       MNDT
 DJ8663  HISTORY     - 20060321 GOOD             MNDT
 DJ8663  HISTORY     - 20070531 GOOD             MNDT
 DJ8663
 DJ8663                          STATION DESCRIPTION
 DJ8663
 DJ8663'DESCRIBED BY MN DEPT OF TRANSP 2006 (LLW)
 DJ8663'THE MONUMENT IS LOCATED IN THE WEST CENTRAL PART OF MINNESOTA WITHIN
 DJ8663'BIG STONE COUNTY, 0.5 MI (0.8 KM) NORTHEAST EAST OF THE SOUTH DAKOTA
 DJ8663'STATE LINE SOUTHWEST OF ORTONVILLE MINNESOTA.
 DJ8663'
 DJ8663'IN ORTONVILLE, 0.45 MI (0.7 KM) WEST ALONG TRUNK HIGHWAY 12 FROM THE
 DJ8663'JUNCTION OF TRUNK HIGHWAY 12 AND TRUNK HIGHWAY 7 IN ORTONVILLE, IN THE
 DJ8663'NORTHEAST CORNER OF BRIDGE NUMBER 6456 OVER MINNESOTA RIVER, 20 FT
 DJ8663'(6.1 M) SOUTHEAST OF TRUNK HIGHWAY 12
 DJ8663
 DJ8663                          STATION RECOVERY (2007)
 DJ8663
 DJ8663'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (CAG)
 DJ8663'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 AH4352 ***********************************************************************
 AH4352  DESIGNATION -  1925 C
 AH4352  PID         -  AH4352
 AH4352  STATE/COUNTY-  MN/DAKOTA
 AH4352  COUNTRY     -  US
 AH4352  USGS QUAD   -  SAINT PAUL SW (2019)
 AH4352
 AH4352                         *CURRENT SURVEY CONTROL
 AH4352  ______________________________________________________________________
 AH4352* NAD 83(1986) POSITION- 44 49 28.59   (N) 093 13 37.45   (W)   HD_HELD1
 AH4352* NAVD 88 ORTHO HEIGHT -   224.896 (meters)      737.85  (feet) ADJUSTED
 AH4352  ______________________________________________________________________
 AH4352  GEOID HEIGHT    -        -27.285 (meters)                     GEOID18
 AH4352  DYNAMIC HEIGHT  -        224.887 (meters)      737.82  (feet) COMP
 AH4352  MODELED GRAVITY -    980,573.5   (mgal)                       NAVD 88
 AH4352
 AH4352  VERT ORDER      -  SECOND    CLASS I
 AH4352
 AH4352.The horizontal coordinates were determined by differentially corrected
 AH4352.hand held GPS observations or other comparable positioning techniques
 AH4352.and have an estimated accuracy of +/- 3 meters.
 AH4352
 AH4352.The orthometric height was determined by differential leveling and
 AH4352.adjusted by the NATIONAL GEODETIC SURVEY
 AH4352.in June 2000.
 AH4352
 AH4352.Significant digits in the geoid height do not necessarily reflect accuracy.
 AH4352.GEOID18 height accuracy estimate available here.
 AH4352
 AH4352.Click photographs - Photos may exist for this station.
 AH4352
 AH4352.The dynamic height is computed by dividing the NAVD 88
 AH4352.geopotential number by the normal gravity value computed on the
 AH4352.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH4352.degrees latitude (g = 980.6199 gals.).
 AH4352
 AH4352.The modeled gravity was interpolated from observed gravity values.
 AH4352
 AH4352;                    North         East    Units  Estimated Accuracy
 AH4352;SPC MN S     -   303,025.5     861,124.1     MT  (+/- 3 meters HH1 GPS) 
 AH4352
 AH4352_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK8204863491(NAD 83)
 AH4352
 AH4352                          SUPERSEDED SURVEY CONTROL
 AH4352
 AH4352.No superseded survey control is available for this station.
 AH4352
 AH4352_MARKER: DB = BENCH MARK DISK
 AH4352_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AH4352_SP_SET: BRIDGE RAILING
 AH4352_STAMPING: 1925 C 1980
 AH4352_MARK LOGO: MNDT
 AH4352_PROJECTION: FLUSH
 AH4352_MAGNETIC: N = NO MAGNETIC MATERIAL
 AH4352_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AH4352_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AH4352+SATELLITE: SATELLITE OBSERVATIONS - July 13, 2023
 AH4352
 AH4352  HISTORY     - Date     Condition        Report By
 AH4352  HISTORY     - 1980     MONUMENTED       MNDT
 AH4352  HISTORY     - 20070619 GOOD             MNDT
 AH4352  HISTORY     - 20171012 GOOD             MNDT
 AH4352  HISTORY     - 20230713 GOOD             MNDT
 AH4352
 AH4352                          STATION DESCRIPTION
 AH4352
 AH4352'DESCRIBED BY MN DEPT OF TRANSP 1980 (OCO)
 AH4352'THE MARK IS LOCATED IN THE CITY OF EAGAN, IN THE TRUNK HIGHWAY 77
 AH4352'BRIDGE OVER THE MINNESOTA RIVER, AND IN THE SW 1/4 OF SECTION 18,
 AH4352'T27N, R23W.  THE MARK, A STANDARD MNDT BENCH MARK DISK STAMPED---1925
 AH4352'C 1980---, IS SET IN THE TOP OF THE RAILING AT THE SOUTHEAST CORNER OF
 AH4352'BRIDGE NUMBER 9600.  THE MARK IS 30.0 FEET EAST OF THE CENTERLINE OF
 AH4352'NORTHBOUND HIGHWAY 77, 4.5 FEET SOUTH OF THE CENTER OF A LIGHT
 AH4352'STANDARD (NUMBER T 2 F BR 8), AND 1.5 FEET NORTH OF THE SOUTHEAST END
 AH4352'OF THE EAST BRIDGE RAILING.
 AH4352
 AH4352                          STATION RECOVERY (2007)
 AH4352
 AH4352'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (PJG)
 AH4352'THE MARK IS LOCATED ABOUT 10.6 MI (17.1 KM) SOUTHWEST OF SAINT PAUL,
 AH4352'9.2 MI (14.8 KM) WEST OF INVER GROVE HEIGHTS AND 3.7 MI (6.0 KM)
 AH4352'EAST-SOUTHEAST OF BLOOMINGTON.
 AH4352'
 AH4352'TO REACH TO THE MARK AT EAGAN, IN THE TOP OF RAILING AT SOUTHEAST
 AH4352'CORNER OF TRUNK HIGHWAY 77 BRIDGE 9600 OVER MINNESOTA RIVER, GO 30 FT
 AH4352'(9.1 M) EAST OF NORTHBOUND TRUNK HIGHWAY 77, 4.5 FT (1.4 M) SOUTH OF
 AH4352'LIGHT STANDARD T 2 F BRIDGE 8, 1.5 FT (0.5 M) NORTH OF SOUTHEAST END
 AH4352'OF EAST RAILING.
 AH4352
 AH4352                          STATION RECOVERY (2017)
 AH4352
 AH4352'RECOVERY NOTE BY MN DEPT OF TRANSP 2017 (MPP)
 AH4352'SURVEY MARK IS LOCATED ON RAILROAD PROPERTY.
 AH4352
 AH4352                          STATION RECOVERY (2023)
 AH4352
 AH4352'RECOVERY NOTE BY MN DEPT OF TRANSP 2023 (MJS)
 AH4352'THE SURVEY MARK HAS BEEN DEEMED UNSAFE DUE TO FALL RISK AND HAS BEEN
 AH4352'ABANDONED FOR MNDOT GEODETIC USE.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 AH4351 ***********************************************************************
 AH4351  DESIGNATION -  1925 D
 AH4351  PID         -  AH4351
 AH4351  STATE/COUNTY-  MN/DAKOTA
 AH4351  COUNTRY     -  US
 AH4351  USGS QUAD   -  SAINT PAUL SW (2019)
 AH4351
 AH4351                         *CURRENT SURVEY CONTROL
 AH4351  ______________________________________________________________________
 AH4351* NAD 83(1986) POSITION- 44 49 10.65   (N) 093 13 24.38   (W)   HD_HELD1
 AH4351* NAVD 88 ORTHO HEIGHT -   231.196 (meters)      758.52  (feet) ADJUSTED
 AH4351  ______________________________________________________________________
 AH4351  GEOID HEIGHT    -        -27.300 (meters)                     GEOID18
 AH4351  DYNAMIC HEIGHT  -        231.187 (meters)      758.49  (feet) COMP
 AH4351  MODELED GRAVITY -    980,572.2   (mgal)                       NAVD 88
 AH4351
 AH4351  VERT ORDER      -  SECOND    CLASS I
 AH4351
 AH4351.The horizontal coordinates were determined by differentially corrected
 AH4351.hand held GPS observations or other comparable positioning techniques
 AH4351.and have an estimated accuracy of +/- 3 meters.
 AH4351
 AH4351.The orthometric height was determined by differential leveling and
 AH4351.adjusted by the NATIONAL GEODETIC SURVEY
 AH4351.in June 2000.
 AH4351
 AH4351.Significant digits in the geoid height do not necessarily reflect accuracy.
 AH4351.GEOID18 height accuracy estimate available here.
 AH4351
 AH4351.Click photographs - Photos may exist for this station.
 AH4351
 AH4351.The dynamic height is computed by dividing the NAVD 88
 AH4351.geopotential number by the normal gravity value computed on the
 AH4351.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH4351.degrees latitude (g = 980.6199 gals.).
 AH4351
 AH4351.The modeled gravity was interpolated from observed gravity values.
 AH4351
 AH4351;                    North         East    Units  Estimated Accuracy
 AH4351;SPC MN S     -   302,474.5     861,416.4     MT  (+/- 3 meters HH1 GPS) 
 AH4351
 AH4351_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK8233462937(NAD 83)
 AH4351
 AH4351                          SUPERSEDED SURVEY CONTROL
 AH4351
 AH4351.No superseded survey control is available for this station.
 AH4351
 AH4351_MARKER: DV = VERTICAL CONTROL DISK
 AH4351_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AH4351_SP_SET: BRIDGE RAILING
 AH4351_STAMPING: 1925 D 1980
 AH4351_MARK LOGO: MNDT
 AH4351_PROJECTION: FLUSH
 AH4351_MAGNETIC: N = NO MAGNETIC MATERIAL
 AH4351_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AH4351_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AH4351+SATELLITE: SATELLITE OBSERVATIONS - July 13, 2023
 AH4351
 AH4351  HISTORY     - Date     Condition        Report By
 AH4351  HISTORY     - 19800401 MONUMENTED       MNDT
 AH4351  HISTORY     - 20070619 GOOD             MNDT
 AH4351  HISTORY     - 20110526 GOOD             MNDT
 AH4351  HISTORY     - 20171012 GOOD             MNDT
 AH4351  HISTORY     - 20230713 GOOD             MNDT
 AH4351
 AH4351                          STATION DESCRIPTION
 AH4351
 AH4351'DESCRIBED BY MN DEPT OF TRANSP 1980 (OCO)
 AH4351'THE MARK IS LOCATED IN THE CITY OF EAGAN, 0.3 MILE NORTH ALONG TRUNK
 AH4351'HIGHWAY 77 FROM ITS JUNCTION WITH TRUNK HIGHWAY 13, AT THE NORTHBOUND
 AH4351'TRUNK HIGHWAY 77 BRIDGE OVER THE CHICAGO AND NORTHWESTERN RAILROAD,
 AH4351'AND IN THE SW 1/4 OF SECTION 18, T27N, R23W.  THE MARK, A STANDARD
 AH4351'MNDT VERTICAL CONTROL MONUMENT DISK STAMPED---1925 D 1980---, IS SET
 AH4351'IN THE TOP OF THE RAILING AT THE SOUTHWEST CORNER OF BRIDGE NUMBER
 AH4351'19014.  THE MARK IS 40.0 FEET EAST OF THE CENTERLINE OF NORTHBOUND
 AH4351'HIGHWAY 77, 4.5 FEET SOUTH OF A STEEL (END) POST, AND 1.5 FEET NORTH
 AH4351'OF THE SOUTHEAST CORNER OF THE EAST BRIDGE RAILING.
 AH4351
 AH4351                          STATION RECOVERY (2007)
 AH4351
 AH4351'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (PJG)
 AH4351'THE MARK IS LOCATED ABOUT 10.7 MI (17.2 KM) SOUTHWEST OF SAINT PAUL,
 AH4351'9.1 MI (14.6 KM) WEST-SOUTHWEST OF INVER GROVE HEIGHTS AND 4.0 MI (6.4
 AH4351'KM) EAST-SOUTHEAST OF BLOOMINGTON.
 AH4351'
 AH4351'TO REACH TO THE MARK AT EAGAN, GO 0.3 MI (0.5 KM) NORTH OF THE
 AH4351'JUNCTION OF TRUNK HIGHWAY 13 AND TRUNK HIGHWAY 77, IN THE TOP OF
 AH4351'RAILING AT SOUTHEAST CORNER OF NORTHBOUND TRUNK HIGHWAY 77 BRIDGE
 AH4351'19014 OVER RAILROAD, 40 FT (12.2 M) EAST OF NORTHBOUND TRUNK HIGHWAY
 AH4351'77, 4.5 FT (1.4 M) SOUTH OF STEEL POST, 1.5 FT (0.5 M) NORTH OF THE
 AH4351'SOUTHEAST CORNER OF EAST BRIDGE RAILING.
 AH4351
 AH4351                          STATION RECOVERY (2011)
 AH4351
 AH4351'RECOVERY NOTE BY MN DEPT OF TRANSP 2011 (KMS)
 AH4351'RECOVERED AS DESCRIBED.
 AH4351
 AH4351                          STATION RECOVERY (2017)
 AH4351
 AH4351'RECOVERY NOTE BY MN DEPT OF TRANSP 2017 (MPP)
 AH4351'SURVEY MARK IS LOCATED ON RAILROAD PROPERTY.
 AH4351
 AH4351                          STATION RECOVERY (2023)
 AH4351
 AH4351'RECOVERY NOTE BY MN DEPT OF TRANSP 2023 (MJS)
 AH4351'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 AH4350 ***********************************************************************
 AH4350  DESIGNATION -  1925 E
 AH4350  PID         -  AH4350
 AH4350  STATE/COUNTY-  MN/DAKOTA
 AH4350  COUNTRY     -  US
 AH4350  USGS QUAD   -  SAINT PAUL SW (2019)
 AH4350
 AH4350                         *CURRENT SURVEY CONTROL
 AH4350  ______________________________________________________________________
 AH4350* NAD 83(1986) POSITION- 44 48 54.34   (N) 093 13 19.30   (W)   HD_HELD1
 AH4350* NAVD 88 ORTHO HEIGHT -   252.608 (meters)      828.76  (feet) ADJUSTED
 AH4350  ______________________________________________________________________
 AH4350  GEOID HEIGHT    -        -27.309 (meters)                     GEOID18
 AH4350  DYNAMIC HEIGHT  -        252.598 (meters)      828.73  (feet) COMP
 AH4350  MODELED GRAVITY -    980,571.2   (mgal)                       NAVD 88
 AH4350
 AH4350  VERT ORDER      -  SECOND    CLASS I
 AH4350
 AH4350.The horizontal coordinates were determined by differentially corrected
 AH4350.hand held GPS observations or other comparable positioning techniques
 AH4350.and have an estimated accuracy of +/- 3 meters.
 AH4350
 AH4350.The orthometric height was determined by differential leveling and
 AH4350.adjusted by the NATIONAL GEODETIC SURVEY
 AH4350.in June 2000.
 AH4350
 AH4350.Significant digits in the geoid height do not necessarily reflect accuracy.
 AH4350.GEOID18 height accuracy estimate available here.
 AH4350
 AH4350.Click photographs - Photos may exist for this station.
 AH4350
 AH4350.The dynamic height is computed by dividing the NAVD 88
 AH4350.geopotential number by the normal gravity value computed on the
 AH4350.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH4350.degrees latitude (g = 980.6199 gals.).
 AH4350
 AH4350.The modeled gravity was interpolated from observed gravity values.
 AH4350
 AH4350;                    North         East    Units  Estimated Accuracy
 AH4350;SPC MN S     -   301,972.1     861,532.8     MT  (+/- 3 meters HH1 GPS) 
 AH4350
 AH4350_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK8244462434(NAD 83)
 AH4350
 AH4350                          SUPERSEDED SURVEY CONTROL
 AH4350
 AH4350.No superseded survey control is available for this station.
 AH4350
 AH4350_MARKER: DB = BENCH MARK DISK
 AH4350_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AH4350_SP_SET: BRIDGE RAILING
 AH4350_STAMPING: 1925 E 1980
 AH4350_MARK LOGO: MNDT
 AH4350_PROJECTION: FLUSH
 AH4350_MAGNETIC: N = NO MAGNETIC MATERIAL
 AH4350_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AH4350_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AH4350+SATELLITE: SATELLITE OBSERVATIONS - July 20, 2023
 AH4350
 AH4350  HISTORY     - Date     Condition        Report By
 AH4350  HISTORY     - 19800401 MONUMENTED       MNDT
 AH4350  HISTORY     - 20070619 GOOD             MNDT
 AH4350  HISTORY     - 20100303 GOOD             MNDT
 AH4350  HISTORY     - 20110919 GOOD             MNDT
 AH4350  HISTORY     - 20230720 GOOD             MNDT
 AH4350
 AH4350                          STATION DESCRIPTION
 AH4350
 AH4350'DESCRIBED BY MN DEPT OF TRANSP 1980 (OCO)
 AH4350'THE MARK IS LOCATED IN THE CITY OF EAGAN, AT THE JUNCTION OF TRUNK
 AH4350'HIGHWAY 77 AND TRUNK HIGHWAY 13, AND IN THE NW 1/4 OF SECTION 19,
 AH4350'T27N, R23W.  THE MARK, A STANDARD MNDT BENCH MARK DISK STAMPED---1925
 AH4350'E 1980---, IS SET IN THE TOP OF THE RAILING AT THE NORTHWEST CORNER OF
 AH4350'BRIDGE NUMBER 19055 (CARRYING WESTBOUND HIGHWAY 13 OVER HIGHWAY 77).
 AH4350'THE MARK IS 50.0 FEET NORTH OF THE CENTERLINE OF WESTBOUND HIGHWAY 13,
 AH4350'24.5 FEET EAST-SOUTHEAST OF THE SOUTH LEG OF A STEEL SIGN (SOUTH CEDAR
 AH4350'AVE), AND 13.1 FEET EAST OF THE NORTHWEST CORNER OF THE NORTH BRIDGE
 AH4350'RAILING.
 AH4350
 AH4350                          STATION RECOVERY (2007)
 AH4350
 AH4350'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (PJG)
 AH4350'THE MARK IS LOCATED ABOUT 11.0 MI (17.7 KM) SOUTHWEST OF SAINT PAUL,
 AH4350'9.1 MI (14.6 KM) WEST-SOUTHWEST OF INVER GROVE HEIGHTS AND 4.1 MI (6.6
 AH4350'KM) EAST-SOUTHEAST OF BLOOMINGTON.
 AH4350'
 AH4350'TO REACH TO THE MARK AT EAGAN, AT THE JUNCTION OF TRUNK HIGHWAY 13 AND
 AH4350'TRUNK HIGHWAY 77, IN THE TOP OF RAILING AT NORTHWEST CORNER OF WEST
 AH4350'BOUND TRUNK HIGHWAY 13 BRIDGE 19055 OVER TRUNK HIGHWAY 77, GO 50 FT
 AH4350'(15.2 M) NORTH OF WEST BOUND TRUNK HIGHWAY 13, 24.5 FT (7.5 M)
 AH4350'EAST-SOUTHEAST OF SOUTH LEG OF SIGN (SOUTH CEDAR AVENUE), 13.1 FT (4.0
 AH4350'M) EAST OF THE NORTHWEST CORNER OF NORTH BRIDGE RAILING, 25.0 FT (7.6
 AH4350'M) NORTHEAST OF A WITNESS POST.
 AH4350
 AH4350                          STATION RECOVERY (2010)
 AH4350
 AH4350'RECOVERY NOTE BY MN DEPT OF TRANSP 2010 (DRB)
 AH4350'RECOVERED AS DESCRIBED.
 AH4350
 AH4350                          STATION RECOVERY (2011)
 AH4350
 AH4350'RECOVERY NOTE BY MN DEPT OF TRANSP 2011 (AKJ)
 AH4350'RECOVERED IN GOOD CONDITION.
 AH4350
 AH4350                          STATION RECOVERY (2023)
 AH4350
 AH4350'RECOVERY NOTE BY MN DEPT OF TRANSP 2023 (MJS)
 AH4350'THE SURVEY MARK HAS BEEN DEEMED UNSAFE DUE TO FALL RISK AND HAS BEEN
 AH4350'ABANDONED FOR MNDOT GEODETIC USE.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 AH4349 ***********************************************************************
 AH4349  DESIGNATION -  1925 F
 AH4349  PID         -  AH4349
 AH4349  STATE/COUNTY-  MN/DAKOTA
 AH4349  COUNTRY     -  US
 AH4349  USGS QUAD   -  SAINT PAUL SW (2019)
 AH4349
 AH4349                         *CURRENT SURVEY CONTROL
 AH4349  ______________________________________________________________________
 AH4349* NAD 83(1986) POSITION- 44 48 54.16   (N) 093 13 13.51   (W)   HD_HELD1
 AH4349* NAVD 88 ORTHO HEIGHT -   251.275 (meters)      824.39  (feet) ADJUSTED
 AH4349  ______________________________________________________________________
 AH4349  GEOID HEIGHT    -        -27.313 (meters)                     GEOID18
 AH4349  DYNAMIC HEIGHT  -        251.265 (meters)      824.36  (feet) COMP
 AH4349  MODELED GRAVITY -    980,570.9   (mgal)                       NAVD 88
 AH4349
 AH4349  VERT ORDER      -  SECOND    CLASS I
 AH4349
 AH4349.The horizontal coordinates were determined by differentially corrected
 AH4349.hand held GPS observations or other comparable positioning techniques
 AH4349.and have an estimated accuracy of +/- 3 meters.
 AH4349
 AH4349.The orthometric height was determined by differential leveling and
 AH4349.adjusted by the NATIONAL GEODETIC SURVEY
 AH4349.in June 2000.
 AH4349
 AH4349.Significant digits in the geoid height do not necessarily reflect accuracy.
 AH4349.GEOID18 height accuracy estimate available here.
 AH4349
 AH4349.Click photographs - Photos may exist for this station.
 AH4349
 AH4349.The dynamic height is computed by dividing the NAVD 88
 AH4349.geopotential number by the normal gravity value computed on the
 AH4349.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH4349.degrees latitude (g = 980.6199 gals.).
 AH4349
 AH4349.The modeled gravity was interpolated from observed gravity values.
 AH4349
 AH4349;                    North         East    Units  Estimated Accuracy
 AH4349;SPC MN S     -   301,967.8     861,660.1     MT  (+/- 3 meters HH1 GPS) 
 AH4349
 AH4349_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK8257162428(NAD 83)
 AH4349
 AH4349                          SUPERSEDED SURVEY CONTROL
 AH4349
 AH4349.No superseded survey control is available for this station.
 AH4349
 AH4349_MARKER: DB = BENCH MARK DISK
 AH4349_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AH4349_SP_SET: BRIDGE RAILING
 AH4349_STAMPING: 1925 F 1980
 AH4349_MARK LOGO: MNDT
 AH4349_MAGNETIC: N = NO MAGNETIC MATERIAL
 AH4349_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AH4349_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AH4349+SATELLITE: SATELLITE OBSERVATIONS - July 20, 2023
 AH4349
 AH4349  HISTORY     - Date     Condition        Report By
 AH4349  HISTORY     - 19800401 MONUMENTED       MNDT
 AH4349  HISTORY     - 20040815 GOOD             USPSQD
 AH4349  HISTORY     - 20070619 GOOD             MNDT
 AH4349  HISTORY     - 20100303 GOOD             MNDT
 AH4349  HISTORY     - 20110919 GOOD             MNDT
 AH4349  HISTORY     - 20230720 GOOD             MNDT
 AH4349
 AH4349                          STATION DESCRIPTION
 AH4349
 AH4349'DESCRIBED BY MN DEPT OF TRANSP 1980 (OCO)
 AH4349'THE MARK IS LOCATED IN THE CITY OF EAGAN, AT THE JUNCTION OF TRUNK
 AH4349'HIGHWAY 77 AND TRUNK HIGHWAY 13, AND IN THE NW 1/4 OF SECTION 19,
 AH4349'T27N, R23W.  THE MARK, A STANDARD MNDT BENCH MARK DISK STAMPED---1925
 AH4349'F 1980---, IS SET IN THE TOP OF THE RAILING AT THE SOUTHEAST CORNER OF
 AH4349'BRIDGE NUMBER 19056 (CARRYING EASTBOUND HIGHWAY 13 OVER HIGHWAY 77).
 AH4349'THE MARK IS 51.0 FEET SOUTH OF THE CENTERLINE OF EASTBOUND HIGHWAY 13,
 AH4349'24.1 FEET WEST-NORTHWEST OF THE NORTH LEG OF A STEEL SIGN (NORTH CEDAR
 AH4349'AVE), 13.0 FEET WEST OF THE SOUTHEAST CORNER OF THE SOUTH BRIDGE
 AH4349'RAILING AND 15.4 FEET WEST-NORTHWEST OF A STEEL SIGN (MILEPOINT 102.
 AH4349
 AH4349                          STATION RECOVERY (2004)
 AH4349
 AH4349'RECOVERY NOTE BY US POWER SQUADRON 2004 (ATD)
 AH4349'RECOVERED IN GOOD CONDITION AS DESCRIBED. SPSPS ATD.
 AH4349
 AH4349                          STATION RECOVERY (2007)
 AH4349
 AH4349'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (PJG)
 AH4349'THE MARK IS LOCATED ABOUT 10.9 MI (17.5 KM) SOUTHWEST OF SAINT PAUL,
 AH4349'9.0 MI (14.5 KM) WEST-SOUTHWEST OF INVER GROVE HEIGHTS AND 4.2 MI (6.8
 AH4349'KM) EAST-SOUTHEAST OF BLOOMINGTON.
 AH4349'
 AH4349'TO REACH TO THE MARK AT EAGAN, AT THE JUNCTION OF TRUNK HIGHWAY 77 AND
 AH4349'TRUNK HIGHWAY 13, IN THE TOP OF RAILING ON EASTBOUND TRUNK HIGHWAY 13
 AH4349'BRIDGE 19056 OVER TRUNK HIGHWAY 77, GO 51.0 FT (15.5 M) SOUTH OF
 AH4349'EASTBOUND TRUNK HIGHWAY 13, 24.1 FT (7.3 M) WEST-NORTHWEST OF NORTH
 AH4349'LEG OF STEEL SIGN (NORTH CEDAR AVENUE), 13 FT (4.0 M) WEST OF THE
 AH4349'SOUTHEAST CORNER OF SOUTH BRIDGE RAILING, 15.4 FT (4.7 M) NORTHWEST OF
 AH4349'MILEPOST 102.
 AH4349
 AH4349                          STATION RECOVERY (2010)
 AH4349
 AH4349'RECOVERY NOTE BY MN DEPT OF TRANSP 2010 (DRB)
 AH4349'RECOVERED AS DESCRIBED.
 AH4349
 AH4349                          STATION RECOVERY (2011)
 AH4349
 AH4349'RECOVERY NOTE BY MN DEPT OF TRANSP 2011 (AKJ)
 AH4349'RECOVERED IN GOOD CONDITION.
 AH4349
 AH4349                          STATION RECOVERY (2023)
 AH4349
 AH4349'RECOVERY NOTE BY MN DEPT OF TRANSP 2023 (MJS)
 AH4349'THE SURVEY MARK HAS BEEN DEEMED UNSAFE DUE TO FALL RISK AND HAS BEEN
 AH4349'ABANDONED FOR MNDOT GEODETIC USE.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 AH4348 ***********************************************************************
 AH4348  DESIGNATION -  1925 G
 AH4348  PID         -  AH4348
 AH4348  STATE/COUNTY-  MN/DAKOTA
 AH4348  COUNTRY     -  US
 AH4348  USGS QUAD   -  SAINT PAUL SW (2019)
 AH4348
 AH4348                         *CURRENT SURVEY CONTROL
 AH4348  ______________________________________________________________________
 AH4348* NAD 83(1986) POSITION- 44 48 16.62   (N) 093 13 13.44   (W)   HD_HELD1
 AH4348* NAVD 88 ORTHO HEIGHT -   270.762 (meters)      888.33  (feet) ADJUSTED
 AH4348  ______________________________________________________________________
 AH4348  GEOID HEIGHT    -        -27.328 (meters)                     GEOID18
 AH4348  DYNAMIC HEIGHT  -        270.751 (meters)      888.29  (feet) COMP
 AH4348  MODELED GRAVITY -    980,568.6   (mgal)                       NAVD 88
 AH4348
 AH4348  VERT ORDER      -  SECOND    CLASS I
 AH4348
 AH4348.The horizontal coordinates were determined by differentially corrected
 AH4348.hand held GPS observations or other comparable positioning techniques
 AH4348.and have an estimated accuracy of +/- 3 meters.
 AH4348
 AH4348.The orthometric height was determined by differential leveling and
 AH4348.adjusted by the NATIONAL GEODETIC SURVEY
 AH4348.in June 2000.
 AH4348
 AH4348.Significant digits in the geoid height do not necessarily reflect accuracy.
 AH4348.GEOID18 height accuracy estimate available here.
 AH4348
 AH4348.Click photographs - Photos may exist for this station.
 AH4348
 AH4348.The dynamic height is computed by dividing the NAVD 88
 AH4348.geopotential number by the normal gravity value computed on the
 AH4348.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH4348.degrees latitude (g = 980.6199 gals.).
 AH4348
 AH4348.The modeled gravity was interpolated from observed gravity values.
 AH4348
 AH4348;                    North         East    Units  Estimated Accuracy
 AH4348;SPC MN S     -   300,809.1     861,672.7     MT  (+/- 3 meters HH1 GPS) 
 AH4348
 AH4348_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK8257061269(NAD 83)
 AH4348
 AH4348                          SUPERSEDED SURVEY CONTROL
 AH4348
 AH4348.No superseded survey control is available for this station.
 AH4348
 AH4348_MARKER: DV = VERTICAL CONTROL DISK
 AH4348_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AH4348_SP_SET: BRIDGE WALKWAY
 AH4348_STAMPING: 1925 G 1981
 AH4348_MARK LOGO: MNDT
 AH4348_PROJECTION: FLUSH
 AH4348_MAGNETIC: N = NO MAGNETIC MATERIAL
 AH4348_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AH4348_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AH4348+SATELLITE: SATELLITE OBSERVATIONS - July 20, 2023
 AH4348
 AH4348  HISTORY     - Date     Condition        Report By
 AH4348  HISTORY     - 19810401 MONUMENTED       MNDT
 AH4348  HISTORY     - 20040915 POOR             USPSQD
 AH4348  HISTORY     - 20070619 GOOD             MNDT
 AH4348  HISTORY     - 20110915 GOOD             MNDT
 AH4348  HISTORY     - 20140611 GOOD             MNDT
 AH4348  HISTORY     - 20171016 GOOD             MNDT
 AH4348  HISTORY     - 20230720 GOOD             MNDT
 AH4348
 AH4348                          STATION DESCRIPTION
 AH4348
 AH4348'DESCRIBED BY MN DEPT OF TRANSP 1981 (OCO)
 AH4348'THE MARK IS LOCATED IN THE CITY OF EAGAN, AT THE JUNCTION OF TRUNK
 AH4348'HIGHWAY 77 AND DIFFLEY ROAD (COUNTY ROAD 30), AND IN THE NW 1/4 OF
 AH4348'SECTION 30, T27N, R23W.  THE MARK, A STANDARD MNDT VERTICAL CONTROL
 AH4348'MONUMENT DISK STAMPED---1925 G 1981---, IS SET IN THE ABUTMENT AT THE
 AH4348'SOUTHEAST CORNER OF BRIDGE NUMBER 19053 (CARRYING DIFFLEY ROAD OVER
 AH4348'HIGHWAY 77).  THE MARK IS 22.0 FEET SOUTH OF THE CENTERLINE OF
 AH4348'EASTBOUND DIFFLEY ROAD, 0.5 FOOT WEST OF THE EAST END OF THE BRIDGE
 AH4348'SIDEWALK, AND 0.2 FOOT NORTH OF THE NORTH FACE OF THE SOUTH BRIDGE
 AH4348'RAILING.
 AH4348
 AH4348                          STATION RECOVERY (2004)
 AH4348
 AH4348'RECOVERY NOTE BY US POWER SQUADRON 2004 (JRD)
 AH4348'MARK RECOVERED AS DESCRIBED, MARK IS IN POOR CONDITION DUE TO IT'S
 AH4348'LOCATION, IN THE SIDEWALK. IT IS SCUFFED AND DIFFICULT TO READ. SPSPS
 AH4348'JRD.
 AH4348
 AH4348                          STATION RECOVERY (2007)
 AH4348
 AH4348'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (PJG)
 AH4348'THE MARK IS LOCATED ABOUT 10.9 MI (17.5 KM) WEST-NORTHWEST OF COATES,
 AH4348'9.2 MI (14.8 KM) WEST-SOUTHWEST OF INVER GROVE HEIGHTS AND 4.6 MI (7.4
 AH4348'KM) EAST-SOUTHEAST OF BLOOMINGTON.
 AH4348'
 AH4348'TO REACH TO THE MARK AT EAGAN, AT THE JUNCTION OF TRUNK HIGHWAY 77 AND
 AH4348'COUNTY ROAD 30 (DIFFLEY ROAD), IN SOUTHEAST CORNER OF COUNTY ROAD 30
 AH4348'BRIDGE 19053 OVER TRUNK HIGHWAY 77, 22 FT (6.7 M) SOUTH OF EASTBOUND
 AH4348'COUNTY ROAD 30, GO 0.5 FT (0.2 M) WEST OF EAST END OF BRIDGE SIDEWALK,
 AH4348'0.2 FT (0.1 M) NORTH OF NORTH FACE OF SOUTH BRIDGE RAILING.
 AH4348
 AH4348                          STATION RECOVERY (2011)
 AH4348
 AH4348'RECOVERY NOTE BY MN DEPT OF TRANSP 2011 (AKJ)
 AH4348'RECOVERED AS DESCRIBED.
 AH4348
 AH4348                          STATION RECOVERY (2014)
 AH4348
 AH4348'RECOVERY NOTE BY MN DEPT OF TRANSP 2014 (DAS)
 AH4348'IN EAGAN, IN BRIDGE RAILING IN SOUTHEAST CORNER OF COUNTY ROAD 30
 AH4348'(DIFFLEY ROAD) BRIDGE NUMBER 19053 OVER TRUNK HIGHWAY 77, 22.0 FT (6.7
 AH4348'M) SOUTH OF EASTBOUND COUNTY ROAD 30, 0.5 FT (15 CM) WEST OF EAST END
 AH4348'OF BRIDGE SIDEWALK, 0.2 FT (6 CM) NORTH OF NORTH FACE OF SOUTH BRIDGE
 AH4348'RAILING.
 AH4348
 AH4348                          STATION RECOVERY (2017)
 AH4348
 AH4348'RECOVERY NOTE BY MN DEPT OF TRANSP 2017 (MPP)
 AH4348'RECOVERED AS DESCRIBED.
 AH4348
 AH4348                          STATION RECOVERY (2023)
 AH4348
 AH4348'RECOVERY NOTE BY MN DEPT OF TRANSP 2023 (MJS)
 AH4348'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 AH4347 ***********************************************************************
 AH4347  DESIGNATION -  1925 J
 AH4347  PID         -  AH4347
 AH4347  STATE/COUNTY-  MN/DAKOTA
 AH4347  COUNTRY     -  US
 AH4347  USGS QUAD   -  SAINT PAUL SW (2019)
 AH4347
 AH4347                         *CURRENT SURVEY CONTROL
 AH4347  ______________________________________________________________________
 AH4347* NAD 83(1986) POSITION- 44 47 24.29   (N) 093 13 14.60   (W)   HD_HELD1
 AH4347* NAVD 88 ORTHO HEIGHT -   286.601 (meters)      940.29  (feet) ADJUSTED
 AH4347  ______________________________________________________________________
 AH4347  GEOID HEIGHT    -        -27.354 (meters)                     GEOID18
 AH4347  DYNAMIC HEIGHT  -        286.588 (meters)      940.25  (feet) COMP
 AH4347  MODELED GRAVITY -    980,565.0   (mgal)                       NAVD 88
 AH4347
 AH4347  VERT ORDER      -  SECOND    CLASS I
 AH4347
 AH4347.The horizontal coordinates were determined by differentially corrected
 AH4347.hand held GPS observations or other comparable positioning techniques
 AH4347.and have an estimated accuracy of +/- 3 meters.
 AH4347
 AH4347.The orthometric height was determined by differential leveling and
 AH4347.adjusted by the NATIONAL GEODETIC SURVEY
 AH4347.in June 2000.
 AH4347
 AH4347.Significant digits in the geoid height do not necessarily reflect accuracy.
 AH4347.GEOID18 height accuracy estimate available here.
 AH4347
 AH4347.Click photographs - Photos may exist for this station.
 AH4347
 AH4347.The dynamic height is computed by dividing the NAVD 88
 AH4347.geopotential number by the normal gravity value computed on the
 AH4347.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH4347.degrees latitude (g = 980.6199 gals.).
 AH4347
 AH4347.The modeled gravity was interpolated from observed gravity values.
 AH4347
 AH4347;                    North         East    Units  Estimated Accuracy
 AH4347;SPC MN S     -   299,193.7     861,662.6     MT  (+/- 3 meters HH1 GPS) 
 AH4347
 AH4347_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK8254059655(NAD 83)
 AH4347
 AH4347                          SUPERSEDED SURVEY CONTROL
 AH4347
 AH4347.No superseded survey control is available for this station.
 AH4347
 AH4347_MARKER: DV = VERTICAL CONTROL DISK
 AH4347_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AH4347_SP_SET: BRIDGE RAILING
 AH4347_STAMPING: 1925 J 1981
 AH4347_MARK LOGO: MNHD
 AH4347_PROJECTION: FLUSH
 AH4347_MAGNETIC: N = NO MAGNETIC MATERIAL
 AH4347_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AH4347_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AH4347+SATELLITE: SATELLITE OBSERVATIONS - July 13, 2023
 AH4347
 AH4347  HISTORY     - Date     Condition        Report By
 AH4347  HISTORY     - 1981     MONUMENTED       MNDT
 AH4347  HISTORY     - 20021217 GOOD             USPSQD
 AH4347  HISTORY     - 20040815 GOOD             USPSQD
 AH4347  HISTORY     - 20051129 GOOD             USPSQD
 AH4347  HISTORY     - 20070619 GOOD             MNDT
 AH4347  HISTORY     - 20171016 GOOD             MNDT
 AH4347  HISTORY     - 20230713 GOOD             MNDT
 AH4347
 AH4347                          STATION DESCRIPTION
 AH4347
 AH4347'DESCRIBED BY MN DEPT OF TRANSP 1981 (OCO)
 AH4347'THE MARK IS LOCATED IN THE CITY OF EAGAN, AT THE JUNCTION OF TRUNK
 AH4347'HIGHWAY 77 AND CLIFF ROAD (COUNTY ROAD 32), AND IN THE NW 1/4 OF
 AH4347'SECTION 31, T27N, R23W.  THE MARK, A STANDARD MNDT VERTICAL CONTROL
 AH4347'MONUMENT DISK STAMPED---1925 J 1981---, IS SET IN THE TOP OF THE
 AH4347'RAILING AT THE SOUTHEAST CORNER OF BRIDGE NUMBER 19067 (CARRYING CLIFF
 AH4347'ROAD OVER HIGHWAY 77).  THE MARK IS 28.5 FEET WEST OF THE CENTERLINE
 AH4347'OF EASTBOUND CLIFF ROAD AND 15.6 FEET WEST OF THE SOUTHEAST CORNER OF
 AH4347'THE SOUTH BRIDGE RAILING.
 AH4347
 AH4347                          STATION RECOVERY (2002)
 AH4347
 AH4347'RECOVERY NOTE BY US POWER SQUADRON 2002 (JRD)
 AH4347'RECOVERED IN GOOD CONDITION.
 AH4347
 AH4347                          STATION RECOVERY (2004)
 AH4347
 AH4347'RECOVERY NOTE BY US POWER SQUADRON 2004 (ATD)
 AH4347'RECOVERED IN GOOD CONDITION AS DESCRIBED. SPSPS ATD.
 AH4347
 AH4347                          STATION RECOVERY (2005)
 AH4347
 AH4347'RECOVERY NOTE BY US POWER SQUADRON 2005 (ATD)
 AH4347'RECOVERED IN GOOD CONDITION.
 AH4347
 AH4347                          STATION RECOVERY (2007)
 AH4347
 AH4347'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (PJG)
 AH4347'THE MARK IS LOCATED ABOUT 10.4 MI (16.7 KM) WEST-NORTHWEST OF COATES,
 AH4347'9.6 MI (15.4 KM) WEST-SOUTHWEST OF INVER GROVE HEIGHTS AND 5.2 MI (8.4
 AH4347'KM) SOUTHEAST OF BLOOMINGTON.
 AH4347'
 AH4347'TO REACH TO THE MARK AT EAGAN, AT THE JUNCTION OF TRUNK HIGHWAY 77 AND
 AH4347'CLIFF ROAD, IN THE TOP OF RAILING AT SOUTHEAST CORNER OF CLIFF ROAD
 AH4347'(COUNTY ROAD 32) BRIDGE 19067 OVER TRUNK HIGHWAY 77, GO 28.5 FT (8.7
 AH4347'M) SOUTH OF EASTBOUND CLIFF ROAD, 15.6 FT (4.8 M) WEST OF THE
 AH4347'SOUTHEAST CORNER OF SOUTH BRIDGE RAILING.
 AH4347
 AH4347                          STATION RECOVERY (2017)
 AH4347
 AH4347'RECOVERY NOTE BY MN DEPT OF TRANSP 2017 (MPP)
 AH4347'SURVEY MARK IS LOCATED ON RAILROAD PROPERTY.
 AH4347
 AH4347                          STATION RECOVERY (2023)
 AH4347
 AH4347'RECOVERY NOTE BY MN DEPT OF TRANSP 2023 (MJS)
 AH4347'THE SURVEY MARK HAS BEEN DEEMED UNSAFE DUE TO FALL RISK AND HAS BEEN
 AH4347'ABANDONED FOR MNDOT GEODETIC USE.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 PP3427 ***********************************************************************
 PP3427  DESIGNATION -  1926 A
 PP3427  PID         -  PP3427
 PP3427  STATE/COUNTY-  MN/DAKOTA
 PP3427  COUNTRY     -  US
 PP3427  USGS QUAD   -  HASTINGS (2019)
 PP3427
 PP3427                         *CURRENT SURVEY CONTROL
 PP3427  ______________________________________________________________________
 PP3427* NAD 83(1986) POSITION- 44 43 02.64   (N) 092 50 47.37   (W)   HD_HELD1
 PP3427* NAVD 88 ORTHO HEIGHT -   254.016 (meters)      833.38  (feet) ADJUSTED
 PP3427  ______________________________________________________________________
 PP3427  GEOID HEIGHT    -        -29.187 (meters)                     GEOID18
 PP3427  DYNAMIC HEIGHT  -        253.987 (meters)      833.29  (feet) COMP
 PP3427  MODELED GRAVITY -    980,497.6   (mgal)                       NAVD 88
 PP3427
 PP3427  VERT ORDER      -  SECOND    CLASS I
 PP3427
 PP3427.The horizontal coordinates were determined by differentially corrected
 PP3427.hand held GPS observations or other comparable positioning techniques
 PP3427.and have an estimated accuracy of +/- 3 meters.
 PP3427
 PP3427.The orthometric height was determined by differential leveling and
 PP3427.adjusted by the NATIONAL GEODETIC SURVEY
 PP3427.in June 2013.
 PP3427
 PP3427.Significant digits in the geoid height do not necessarily reflect accuracy.
 PP3427.GEOID18 height accuracy estimate available here.
 PP3427
 PP3427.Click photographs - Photos may exist for this station.
 PP3427
 PP3427.The dynamic height is computed by dividing the NAVD 88
 PP3427.geopotential number by the normal gravity value computed on the
 PP3427.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP3427.degrees latitude (g = 980.6199 gals.).
 PP3427
 PP3427.The modeled gravity was interpolated from observed gravity values.
 PP3427
 PP3427;                    North         East    Units  Estimated Accuracy
 PP3427;SPC MN S     -   291,468.3     891,386.9     MT  (+/- 3 meters HH1 GPS) 
 PP3427
 PP3427_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWK1215851569(NAD 83)
 PP3427
 PP3427                          SUPERSEDED SURVEY CONTROL
 PP3427
 PP3427  NAVD 88 (06/23/95)  254.005  (m)          833.35   (f) SUPERSEDED  2 1
 PP3427
 PP3427.Superseded values are not recommended for survey control.
 PP3427
 PP3427.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PP3427.See file dsdata.pdf to determine how the superseded data were derived.
 PP3427
 PP3427_MARKER: DV = VERTICAL CONTROL DISK
 PP3427_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 PP3427+WITH SETTING: PAVEMENT
 PP3427_SP_SET: FLAG POLE FOOTING
 PP3427_STAMPING: 1926 A 1988
 PP3427_MARK LOGO: MNDT
 PP3427_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 PP3427_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PP3427+STABILITY: SURFACE MOTION
 PP3427_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 PP3427+SATELLITE: SATELLITE OBSERVATIONS - September 27, 2022
 PP3427
 PP3427  HISTORY     - Date     Condition        Report By
 PP3427  HISTORY     - 19880801 MONUMENTED       MNDT
 PP3427  HISTORY     - 20021114 GOOD             USPSQD
 PP3427  HISTORY     - 20040918 GOOD             USPSQD
 PP3427  HISTORY     - 20050924 GOOD             USPSQD
 PP3427  HISTORY     - 20070711 GOOD             MNDT
 PP3427  HISTORY     - 20110523 GOOD             MNDT
 PP3427  HISTORY     - 20130528 GOOD             MNDT
 PP3427  HISTORY     - 20150409 GOOD             MNDT
 PP3427  HISTORY     - 20220927 GOOD             MNDT
 PP3427
 PP3427                          STATION DESCRIPTION
 PP3427
 PP3427'DESCRIBED BY MN DEPT OF TRANSP 1988
 PP3427'THE MARK IS LOCATED NEAR THE SOUTH BOUNDARY OF THE CITY OF HASTINGS
 PP3427'0.15 MI (0.24 KM) SOUTHEAST ALONG TRUNK HIGHWAY 316 FROM ITS JUNCTION
 PP3427'WITH TRUNK HIGHWAY 61 IN HASTINGS, AT THE FLAGPOLE OF THE ARMORY AND
 PP3427'IN THE SW 1/4 OF SECTION 34, T114N, R17W.  THE MARK IS 152.8 FT
 PP3427'(46.6 M) EAST OF AND ABOUT 2 FT (0.6 M) HIGHER THAN THE CENTERLINE OF
 PP3427'HIGHWAY 316, 18.0 FT (5.5 M) NORTH-NORTHEAST OF THE CORNER OF THE
 PP3427'BUILDING, 65.6 FT (20.0 M) SOUTH OF A LIGHT POLE NEAR THE NORTHWEST
 PP3427'CORNER OF THE ARMORY AND 1.5 FT (0.5 M) NORTHWEST OF THE FLAGPOLE.
 PP3427'THE MARK, A STANDARD MNDT ALUMINUM VERTICAL CONTROL MONUMENT DISK
 PP3427'STAMPED---1926 A 1988---, IS SET IN A DRILL HOLE IN THE TOP OF THE
 PP3427'CONCRETE BASE OF THE FLAGPOLE.
 PP3427
 PP3427                          STATION RECOVERY (2002)
 PP3427
 PP3427'RECOVERY NOTE BY US POWER SQUADRON 2002 (JRD)
 PP3427'RECOVERED IN GOOD CONDITION.
 PP3427
 PP3427                          STATION RECOVERY (2004)
 PP3427
 PP3427'RECOVERY NOTE BY US POWER SQUADRON 2004 (WA)
 PP3427'RECOVERED IN GOOD CONDITION AS DESCRIBED. SPSPS WA
 PP3427
 PP3427                          STATION RECOVERY (2005)
 PP3427
 PP3427'RECOVERY NOTE BY US POWER SQUADRON 2005 (ATD)
 PP3427'RECOVERED IN GOOD CONDITION AS DESCRIBED. SPSPS. ATD
 PP3427
 PP3427                          STATION RECOVERY (2007)
 PP3427
 PP3427'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (PJG)
 PP3427'0.1 MILES SOUTHEAST OF JUNCTION OF TRUNK HIGHWAY 61 AND TRUNK HIGHWAY
 PP3427'316 AT HASTINGS, IN CONCRETE BASE OF ARMORY FLAGPOLE, 152.8 FEET EAST
 PP3427'OF TRUNK HIGHWAY 316, 18 FEET NORTH OF NORTHEAST CORNER OF BUILDING,
 PP3427'65.6 FEET SOUTH OF LIGHT POLE NEAR NORTHWEST CORNER OF BUILDING, 1.5
 PP3427'FEET NORTHWEST OF FLAGPOLE.
 PP3427
 PP3427                          STATION RECOVERY (2011)
 PP3427
 PP3427'RECOVERY NOTE BY MN DEPT OF TRANSP 2011 (MAS)
 PP3427'RECOVERED AS DESCRIBED.
 PP3427
 PP3427                          STATION RECOVERY (2013)
 PP3427
 PP3427'RECOVERY NOTE BY MN DEPT OF TRANSP 2013 (KT)
 PP3427'SOUTHEAST OF HASTINGS, 0.1 MI (0.2 KM) SOUTHEAST ON TRUNK HIGHWAY 316
 PP3427'FROM THE JUNCTION OF TRUNK HIGHWAY 316 AND TRUNK HIGHWAY 16 AT
 PP3427'HASTINGS, 152.8 FT (46.6 M) EAST OF TRUNK HIGHWAY 316, IN CONCRETE
 PP3427'BASE OF ARMORY FLAGPOLE, 65.6 FT (20.0 M) SOUTH OF LIGHT POLE NEAR
 PP3427'NORTHWEST CORNER OF BUILDING, 18 FT (5.5 M) NORTH OF THE NORTHEAST
 PP3427'CORNER OF BUILDING, 1.5 FT (0.5 M) NORTHWEST OF FLAGPOLE.
 PP3427
 PP3427                          STATION RECOVERY (2015)
 PP3427
 PP3427'RECOVERY NOTE BY MN DEPT OF TRANSP 2015 (DAS)
 PP3427'RECOVERED AS DESCRIBED.
 PP3427
 PP3427                          STATION RECOVERY (2022)
 PP3427
 PP3427'RECOVERY NOTE BY MN DEPT OF TRANSP 2022 (MJS)
 PP3427'SOUTHEAST OF HASTINGS, 0.1 MI (0.2 KM) SOUTHEAST ON TRUNK HIGHWAY 316
 PP3427'FROM THE JUNCTION OF TRUNK HIGHWAY 316 AND TRUNK HIGHWAY 16 AT
 PP3427'HASTINGS, 152.8 FT (46.6 M) EAST OF TRUNK HIGHWAY 316, IN THE CONCRETE
 PP3427'BASE OF ARMORY FLAGPOLE, 65.6 FT (20.0 M) SOUTH OF A LIGHT POLE NEAR
 PP3427'THE NORTHWEST CORNER OF A BUILDING, 18.0 FT (5.5 M) NORTH OF THE
 PP3427'NORTHEAST CORNER OF A BUILDING, 1.5 FT (0.5 M) NORTHWEST OF A
 PP3427'FLAGPOLE.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DQ1094 ***********************************************************************
 DQ1094  DESIGNATION -  1926 C
 DQ1094  PID         -  DQ1094
 DQ1094  STATE/COUNTY-  MN/DAKOTA
 DQ1094  COUNTRY     -  US
 DQ1094  USGS QUAD   -  HASTINGS (2019)
 DQ1094
 DQ1094                         *CURRENT SURVEY CONTROL
 DQ1094  ______________________________________________________________________
 DQ1094* NAD 83(1986) POSITION- 44 37 47.30   (N) 092 46 21.62   (W)   HD_HELD1
 DQ1094* NAVD 88 ORTHO HEIGHT -   302.448 (meters)      992.28  (feet) ADJUSTED
 DQ1094  ______________________________________________________________________
 DQ1094  GEOID HEIGHT    -        -29.691 (meters)                     GEOID18
 DQ1094  DYNAMIC HEIGHT  -        302.404 (meters)      992.14  (feet) COMP
 DQ1094  MODELED GRAVITY -    980,463.8   (mgal)                       NAVD 88
 DQ1094
 DQ1094  VERT ORDER      -  SECOND    CLASS I
 DQ1094
 DQ1094.The horizontal coordinates were determined by differentially corrected
 DQ1094.hand held GPS observations or other comparable positioning techniques
 DQ1094.and have an estimated accuracy of +/- 3 meters.
 DQ1094
 DQ1094.The orthometric height was determined by differential leveling and
 DQ1094.adjusted by the NATIONAL GEODETIC SURVEY
 DQ1094.in September 2016.
 DQ1094
 DQ1094.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ1094.GEOID18 height accuracy estimate available here.
 DQ1094
 DQ1094.Click photographs - Photos may exist for this station.
 DQ1094
 DQ1094.The dynamic height is computed by dividing the NAVD 88
 DQ1094.geopotential number by the normal gravity value computed on the
 DQ1094.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ1094.degrees latitude (g = 980.6199 gals.).
 DQ1094
 DQ1094.The modeled gravity was interpolated from observed gravity values.
 DQ1094
 DQ1094;                    North         East    Units  Estimated Accuracy
 DQ1094;SPC MN S     -   281,821.3     897,381.0     MT  (+/- 3 meters HH1 GPS) 
 DQ1094
 DQ1094_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWK1803141852(NAD 83)
 DQ1094
 DQ1094                          SUPERSEDED SURVEY CONTROL
 DQ1094
 DQ1094.No superseded survey control is available for this station.
 DQ1094
 DQ1094_MARKER: F = FLANGE-ENCASED ROD
 DQ1094_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DQ1094_STAMPING: 1926 C 2015
 DQ1094_MARK LOGO: MNDT
 DQ1094_PROJECTION: RECESSED 5 CENTIMETERS
 DQ1094_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DQ1094_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ1094_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ1094+SATELLITE: SATELLITE OBSERVATIONS - September 27, 2022
 DQ1094_ROD/PIPE-DEPTH: 9.8 meters
 DQ1094
 DQ1094  HISTORY     - Date     Condition        Report By
 DQ1094  HISTORY     - 20150505 MONUMENTED       MNDT
 DQ1094  HISTORY     - 20220927 GOOD             MNDT
 DQ1094
 DQ1094                          STATION DESCRIPTION
 DQ1094
 DQ1094'DESCRIBED BY MN DEPT OF TRANSP 2015
 DQ1094'THE STATION IS LOCATED ABOUT 8.8 MI (14.2 KM) SOUTH-SOUTHEAST OF
 DQ1094'HASTINGS, 4.6 MI (7.4 KM) NORTH-NORTHWEST OF WELCH AND 2.8 MI (4.5 KM)
 DQ1094'NORTHEAST OF MIESVILLE.
 DQ1094'
 DQ1094'TO REACH THE MARK GO 2.0 MI (3.2 KM) EAST ALONG TRUNK HIGHWAY 61  FROM
 DQ1094'THE JUNCTION OF TRUNK HIGHWAY 61 AND COUNTY ROAD 91 IN MIESVILLE
 DQ1094'(JUNCTION IS 2.0 MI (3.2 KM) EAST OF MIESVILLE), THEN 2.0 MI (3.2 KM)
 DQ1094'NORTH ALONG TRUNK HIGHWAY 316, AT TRUNK HIGHWAY 316 MILE POINT 2.0,
 DQ1094'63.3 FT (19.3 M) WEST OF TRUNK HIGHWAY 316, 1.1 MI (1.8 KM) SOUTH OF
 DQ1094'OTERO AVENUE.
 DQ1094'
 DQ1094'THE MARK IS LOCATED 45.4 FT (13.8 M) NORTH OF A FIELD ENTRANCE, 1.5 FT
 DQ1094'(0.5 M) EAST OF A WITNESS POST.
 DQ1094'
 DQ1094'NOTE - THE STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM
 DQ1094'ROD DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION REMOVABLE
 DQ1094'DISK SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH
 DQ1094'PVC PIPE BACK FILLED WITH WASHED SAND.
 DQ1094
 DQ1094                          STATION RECOVERY (2022)
 DQ1094
 DQ1094'RECOVERY NOTE BY MN DEPT OF TRANSP 2022 (MJS)
 DQ1094'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DQ1095 ***********************************************************************
 DQ1095  DESIGNATION -  1926 D
 DQ1095  PID         -  DQ1095
 DQ1095  STATE/COUNTY-  MN/DAKOTA
 DQ1095  COUNTRY     -  US
 DQ1095  USGS QUAD   -  HASTINGS (2019)
 DQ1095
 DQ1095                         *CURRENT SURVEY CONTROL
 DQ1095  ______________________________________________________________________
 DQ1095* NAD 83(2011) POSITION- 44 38 15.57803(N) 092 46 21.36405(W)   ADJUSTED
 DQ1095* NAD 83(2011) ELLIP HT-   259.463 (meters)        (07/20/16)   ADJUSTED
 DQ1095* NAD 83(2011) EPOCH   -  2010.00
 DQ1095* NAVD 88 ORTHO HEIGHT -   289.152 (meters)      948.66  (feet) ADJUSTED
 DQ1095  ______________________________________________________________________
 DQ1095  GEOID HEIGHT    -        -29.683 (meters)                     GEOID18
 DQ1095  NAD 83(2011) X  -   -219,907.354 (meters)                     COMP
 DQ1095  NAD 83(2011) Y  - -4,540,835.938 (meters)                     COMP
 DQ1095  NAD 83(2011) Z  -  4,458,968.411 (meters)                     COMP
 DQ1095  LAPLACE CORR    -         -8.74  (seconds)                    DEFLEC18
 DQ1095  DYNAMIC HEIGHT  -        289.110 (meters)      948.52  (feet) COMP
 DQ1095  MODELED GRAVITY -    980,465.9   (mgal)                       NAVD 88
 DQ1095
 DQ1095  VERT ORDER      -  SECOND    CLASS I
 DQ1095
 DQ1095  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DQ1095  Standards:
 DQ1095         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DQ1095            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DQ1095  -------------------------------------------------------------------
 DQ1095  NETWORK    0.53   0.88           0.24   0.19   0.45      0.08212210
 DQ1095  -------------------------------------------------------------------
 DQ1095  Click here for local accuracies and other accuracy information.
 DQ1095
 DQ1095.The horizontal coordinates were established by GPS observations
 DQ1095.and adjusted by the MN DEPT OF TRANSP in July 2016.
 DQ1095
 DQ1095.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DQ1095.been affixed to the stable North American tectonic plate. See 
 DQ1095.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DQ1095
 DQ1095.The horizontal coordinates are valid at the epoch date displayed above
 DQ1095.which is a decimal equivalence of Year/Month/Day.
 DQ1095
 DQ1095.The orthometric height was determined by differential leveling and
 DQ1095.adjusted by the NATIONAL GEODETIC SURVEY
 DQ1095.in September 2016.
 DQ1095
 DQ1095.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ1095.GEOID18 height accuracy estimate available here.
 DQ1095
 DQ1095.Click photographs - Photos may exist for this station.
 DQ1095
 DQ1095.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DQ1095
 DQ1095.The Laplace correction was computed from DEFLEC18 derived deflections.
 DQ1095
 DQ1095.The ellipsoidal height was determined by GPS observations
 DQ1095.and is referenced to NAD 83.
 DQ1095
 DQ1095.The dynamic height is computed by dividing the NAVD 88
 DQ1095.geopotential number by the normal gravity value computed on the
 DQ1095.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ1095.degrees latitude (g = 980.6199 gals.).
 DQ1095
 DQ1095.The modeled gravity was interpolated from observed gravity values.
 DQ1095
 DQ1095. The following values were computed from the NAD 83(2011) position.
 DQ1095
 DQ1095;                    North         East     Units Scale Factor Converg.
 DQ1095;SPC MN S     -   282,694.152   897,373.548   MT  0.99992486   +0 51 37.1
 DQ1095;SPC MN S     -   927,472.40  2,944,133.05   sFT  0.99992486   +0 51 37.1
 DQ1095;UTM  15      - 4,942,725.510   518,035.110   MT  0.99960400   +0 09 35.2
 DQ1095
 DQ1095!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DQ1095!SPC MN S     -   0.99995932  x   0.99992486  =   0.99988418
 DQ1095!UTM  15      -   0.99995932  x   0.99960400  =   0.99956334
 DQ1095
 DQ1095_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWK1803542725(NAD 83)
 DQ1095
 DQ1095                          SUPERSEDED SURVEY CONTROL
 DQ1095
 DQ1095.No superseded survey control is available for this station.
 DQ1095
 DQ1095_MARKER: I = METAL ROD
 DQ1095_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DQ1095_STAMPING: 1926 D 2015
 DQ1095_MARK LOGO: MNDT
 DQ1095_PROJECTION: RECESSED 5 CENTIMETERS
 DQ1095_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DQ1095_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ1095_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ1095+SATELLITE: SATELLITE OBSERVATIONS - September 27, 2022
 DQ1095_ROD/PIPE-DEPTH: 5.2 meters
 DQ1095
 DQ1095  HISTORY     - Date     Condition        Report By
 DQ1095  HISTORY     - 20150505 MONUMENTED       MNDT
 DQ1095  HISTORY     - 20160517 GOOD             MNDT
 DQ1095  HISTORY     - 20220927 GOOD             MNDT
 DQ1095
 DQ1095                          STATION DESCRIPTION
 DQ1095
 DQ1095'DESCRIBED BY MN DEPT OF TRANSP 2015
 DQ1095'THE STATION IS LOCATED ABOUT 8.3 MI (13.4 KM) SOUTH-SOUTHEAST OF
 DQ1095'HASTINGS, 5.1 MI (8.2 KM) NORTH-NORTHWEST OF WELCH AND 3.2 MI (5.1 KM)
 DQ1095'NORTHEAST OF MIESVILLE.
 DQ1095'
 DQ1095'TO REACH THE MARK GO 2.0 MI (3.2 KM) EAST ALONG TRUNK HIGHWAY 61  FROM
 DQ1095'THE JUNCTION OF TRUNK HIGHWAY 61 AND COUNTY ROAD 91 IN MIESVILLE, THEN
 DQ1095'2.5 MI (4.0 KM) NORTH ALONG TRUNK HIGHWAY 316, AT TRUNK HIGHWAY 316
 DQ1095'MILE POINT 2.5.
 DQ1095'
 DQ1095'THE MARK IS LOCATED 45.5 FT (13.9 M) WEST OF TRUNK HIGHWAY 316 FOG
 DQ1095'LINE, 0.5 MI (0.8 KM) SOUTH OF OTERO AVENUE, 3.0 FT (0.9 M) NORTH OF
 DQ1095'DRIVEWAY NUMBER 21480 EXTENDED, 1.5 FT (0.5 M) EAST OF A WITNESS POST.
 DQ1095'NOTE - THE STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM
 DQ1095'ROD DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION REMOVABLE
 DQ1095'DISK SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH
 DQ1095'PVC PIPE BACK FILLED WITH WASHED SAND.
 DQ1095
 DQ1095                          STATION RECOVERY (2016)
 DQ1095
 DQ1095'RECOVERY NOTE BY MN DEPT OF TRANSP 2016 (ADT)
 DQ1095'RECOVERED AS DESCRIBED.
 DQ1095
 DQ1095                          STATION RECOVERY (2022)
 DQ1095
 DQ1095'RECOVERY NOTE BY MN DEPT OF TRANSP 2022 (MJS)
 DQ1095'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DQ1096 ***********************************************************************
 DQ1096  DESIGNATION -  1926 E
 DQ1096  PID         -  DQ1096
 DQ1096  STATE/COUNTY-  MN/DAKOTA
 DQ1096  COUNTRY     -  US
 DQ1096  USGS QUAD   -  HASTINGS (2019)
 DQ1096
 DQ1096                         *CURRENT SURVEY CONTROL
 DQ1096  ______________________________________________________________________
 DQ1096* NAD 83(2011) POSITION- 44 39 11.47832(N) 092 46 07.65117(W)   ADJUSTED
 DQ1096* NAD 83(2011) ELLIP HT-   228.600 (meters)        (07/20/16)   ADJUSTED
 DQ1096* NAD 83(2011) EPOCH   -  2010.00
 DQ1096* NAVD 88 ORTHO HEIGHT -   258.285 (meters)      847.39  (feet) ADJUSTED
 DQ1096  ______________________________________________________________________
 DQ1096  GEOID HEIGHT    -        -29.678 (meters)                     GEOID18
 DQ1096  NAD 83(2011) X  -   -219,545.834 (meters)                     COMP
 DQ1096  NAD 83(2011) Y  - -4,539,617.425 (meters)                     COMP
 DQ1096  NAD 83(2011) Z  -  4,460,174.432 (meters)                     COMP
 DQ1096  LAPLACE CORR    -         -9.04  (seconds)                    DEFLEC18
 DQ1096  DYNAMIC HEIGHT  -        258.248 (meters)      847.27  (feet) COMP
 DQ1096  MODELED GRAVITY -    980,469.7   (mgal)                       NAVD 88
 DQ1096
 DQ1096  VERT ORDER      -  SECOND    CLASS I
 DQ1096
 DQ1096  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DQ1096  Standards:
 DQ1096         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DQ1096            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DQ1096  -------------------------------------------------------------------
 DQ1096  NETWORK    0.54   0.90           0.24   0.20   0.46      0.08154273
 DQ1096  -------------------------------------------------------------------
 DQ1096  Click here for local accuracies and other accuracy information.
 DQ1096
 DQ1096.The horizontal coordinates were established by GPS observations
 DQ1096.and adjusted by the MN DEPT OF TRANSP in July 2016.
 DQ1096
 DQ1096.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DQ1096.been affixed to the stable North American tectonic plate. See 
 DQ1096.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DQ1096
 DQ1096.The horizontal coordinates are valid at the epoch date displayed above
 DQ1096.which is a decimal equivalence of Year/Month/Day.
 DQ1096
 DQ1096.The orthometric height was determined by differential leveling and
 DQ1096.adjusted by the NATIONAL GEODETIC SURVEY
 DQ1096.in September 2016.
 DQ1096
 DQ1096.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ1096.GEOID18 height accuracy estimate available here.
 DQ1096
 DQ1096.Click photographs - Photos may exist for this station.
 DQ1096
 DQ1096.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DQ1096
 DQ1096.The Laplace correction was computed from DEFLEC18 derived deflections.
 DQ1096
 DQ1096.The ellipsoidal height was determined by GPS observations
 DQ1096.and is referenced to NAD 83.
 DQ1096
 DQ1096.The dynamic height is computed by dividing the NAVD 88
 DQ1096.geopotential number by the normal gravity value computed on the
 DQ1096.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ1096.degrees latitude (g = 980.6199 gals.).
 DQ1096
 DQ1096.The modeled gravity was interpolated from observed gravity values.
 DQ1096
 DQ1096. The following values were computed from the NAD 83(2011) position.
 DQ1096
 DQ1096;                    North         East     Units Scale Factor Converg.
 DQ1096;SPC MN S     -   284,423.902   897,649.730   MT  0.99992554   +0 51 46.8
 DQ1096;SPC MN S     -   933,147.42  2,945,039.16   sFT  0.99992554   +0 51 46.8
 DQ1096;UTM  15      - 4,944,451.201   518,332.323   MT  0.99960413   +0 09 45.0
 DQ1096
 DQ1096!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DQ1096!SPC MN S     -   0.99996416  x   0.99992554  =   0.99988970
 DQ1096!UTM  15      -   0.99996416  x   0.99960413  =   0.99956830
 DQ1096
 DQ1096_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWK1833244451(NAD 83)
 DQ1096
 DQ1096                          SUPERSEDED SURVEY CONTROL
 DQ1096
 DQ1096.No superseded survey control is available for this station.
 DQ1096
 DQ1096_MARKER: I = METAL ROD
 DQ1096_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DQ1096_STAMPING: 1926 E 2015
 DQ1096_MARK LOGO: MNDT
 DQ1096_PROJECTION: RECESSED 5 CENTIMETERS
 DQ1096_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DQ1096_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ1096_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ1096+SATELLITE: SATELLITE OBSERVATIONS - September 27, 2022
 DQ1096_ROD/PIPE-DEPTH: 18.0 meters
 DQ1096
 DQ1096  HISTORY     - Date     Condition        Report By
 DQ1096  HISTORY     - 20150505 MONUMENTED       MNDT
 DQ1096  HISTORY     - 20160517 GOOD             MNDT
 DQ1096  HISTORY     - 20220927 GOOD             MNDT
 DQ1096
 DQ1096                          STATION DESCRIPTION
 DQ1096
 DQ1096'DESCRIBED BY MN DEPT OF TRANSP 2015
 DQ1096'THE STATION IS LOCATED ABOUT 7.5 MI (12.1 KM) SOUTH-SOUTHEAST OF
 DQ1096'HASTINGS, 6.0 MI (9.7 KM) NORTH-NORTHWEST OF WELCH AND 4.2 MI (6.8 KM)
 DQ1096'NORTH-NORTHEAST OF MIESVILLE.
 DQ1096'
 DQ1096'TO REACH THE MARK GO 3.7 MI (6.0 KM) NORTH ALONG TRUNK HIGHWAY 316
 DQ1096'FROM THE JUNCTION OF TRUNK HIGHWAY 316 AND TRUNK HIGHWAY 61 (JUNCTION
 DQ1096'IS 2.0 MI (3.2 KM) EAST OF MIESVILLE), AT TRUNK HIGHWAY 316 MILE POINT
 DQ1096'3.7.
 DQ1096'
 DQ1096'THE MARK IS LOCATED 46.3 FT (14.1 M) WEST OF TRUNK HIGHWAY 316 FOG
 DQ1096'LINE, 0.1 MI (0.2 KM) SOUTH OF RED WING BOULEVARD, 19.0 FT (5.8 M)
 DQ1096'NORTHEAST OF CABLE BOX NUMBER 4000 39, 1.5 FT (0.5 M) EAST OF A
 DQ1096'WITNESS POST.
 DQ1096'
 DQ1096'NOTE - THE STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM
 DQ1096'ROD DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION REMOVABLE
 DQ1096'DISK SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH
 DQ1096'PVC PIPE BACK FILLED WITH WASHED SAND.
 DQ1096
 DQ1096                          STATION RECOVERY (2016)
 DQ1096
 DQ1096'RECOVERY NOTE BY MN DEPT OF TRANSP 2016 (ADT)
 DQ1096'RECOVERED AS DESCRIBED.
 DQ1096
 DQ1096                          STATION RECOVERY (2022)
 DQ1096
 DQ1096'RECOVERY NOTE BY MN DEPT OF TRANSP 2022 (MJS)
 DQ1096'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DQ1099 ***********************************************************************
 DQ1099  DESIGNATION -  1926 F
 DQ1099  PID         -  DQ1099
 DQ1099  STATE/COUNTY-  MN/DAKOTA
 DQ1099  COUNTRY     -  US
 DQ1099  USGS QUAD   -  HASTINGS (2019)
 DQ1099
 DQ1099                         *CURRENT SURVEY CONTROL
 DQ1099  ______________________________________________________________________
 DQ1099* NAD 83(2011) POSITION- 44 40 27.61316(N) 092 47 31.67369(W)   ADJUSTED
 DQ1099* NAD 83(2011) ELLIP HT-   218.368 (meters)        (07/20/16)   ADJUSTED
 DQ1099* NAD 83(2011) EPOCH   -  2010.00
 DQ1099* NAVD 88 ORTHO HEIGHT -   247.936 (meters)      813.44  (feet) ADJUSTED
 DQ1099  ______________________________________________________________________
 DQ1099  GEOID HEIGHT    -        -29.558 (meters)                     GEOID18
 DQ1099  NAD 83(2011) X  -   -221,314.209 (meters)                     COMP
 DQ1099  NAD 83(2011) Y  - -4,537,870.231 (meters)                     COMP
 DQ1099  NAD 83(2011) Z  -  4,461,838.821 (meters)                     COMP
 DQ1099  LAPLACE CORR    -        -10.08  (seconds)                    DEFLEC18
 DQ1099  DYNAMIC HEIGHT  -        247.903 (meters)      813.33  (feet) COMP
 DQ1099  MODELED GRAVITY -    980,476.1   (mgal)                       NAVD 88
 DQ1099
 DQ1099  VERT ORDER      -  SECOND    CLASS I
 DQ1099
 DQ1099  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DQ1099  Standards:
 DQ1099         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DQ1099            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DQ1099  -------------------------------------------------------------------
 DQ1099  NETWORK    0.45   0.80           0.21   0.15   0.41      0.08602637
 DQ1099  -------------------------------------------------------------------
 DQ1099  Click here for local accuracies and other accuracy information.
 DQ1099
 DQ1099.The horizontal coordinates were established by GPS observations
 DQ1099.and adjusted by the MN DEPT OF TRANSP in July 2016.
 DQ1099
 DQ1099.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DQ1099.been affixed to the stable North American tectonic plate. See 
 DQ1099.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DQ1099
 DQ1099.The horizontal coordinates are valid at the epoch date displayed above
 DQ1099.which is a decimal equivalence of Year/Month/Day.
 DQ1099
 DQ1099.The orthometric height was determined by differential leveling and
 DQ1099.adjusted by the NATIONAL GEODETIC SURVEY
 DQ1099.in September 2016.
 DQ1099
 DQ1099.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ1099.GEOID18 height accuracy estimate available here.
 DQ1099
 DQ1099.Click photographs - Photos may exist for this station.
 DQ1099
 DQ1099.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DQ1099
 DQ1099.The Laplace correction was computed from DEFLEC18 derived deflections.
 DQ1099
 DQ1099.The ellipsoidal height was determined by GPS observations
 DQ1099.and is referenced to NAD 83.
 DQ1099
 DQ1099.The dynamic height is computed by dividing the NAVD 88
 DQ1099.geopotential number by the normal gravity value computed on the
 DQ1099.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ1099.degrees latitude (g = 980.6199 gals.).
 DQ1099
 DQ1099.The modeled gravity was interpolated from observed gravity values.
 DQ1099
 DQ1099. The following values were computed from the NAD 83(2011) position.
 DQ1099
 DQ1099;                    North         East     Units Scale Factor Converg.
 DQ1099;SPC MN S     -   286,745.994   895,764.030   MT  0.99992658   +0 50 47.9
 DQ1099;SPC MN S     -   940,765.82  2,938,852.49   sFT  0.99992658   +0 50 47.9
 DQ1099;UTM  15      - 4,946,795.416   516,475.752   MT  0.99960334   +0 08 46.1
 DQ1099
 DQ1099!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DQ1099!SPC MN S     -   0.99996576  x   0.99992658  =   0.99989235
 DQ1099!UTM  15      -   0.99996576  x   0.99960334  =   0.99956912
 DQ1099
 DQ1099_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWK1647546795(NAD 83)
 DQ1099
 DQ1099                          SUPERSEDED SURVEY CONTROL
 DQ1099
 DQ1099.No superseded survey control is available for this station.
 DQ1099
 DQ1099_MARKER: I = METAL ROD
 DQ1099_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DQ1099_STAMPING: 1926 F 2015
 DQ1099_MARK LOGO: MNDT
 DQ1099_PROJECTION: RECESSED 5 CENTIMETERS
 DQ1099_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DQ1099_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ1099_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ1099+SATELLITE: SATELLITE OBSERVATIONS - September 27, 2022
 DQ1099_ROD/PIPE-DEPTH: 24.1 meters
 DQ1099
 DQ1099  HISTORY     - Date     Condition        Report By
 DQ1099  HISTORY     - 20150505 MONUMENTED       MNDT
 DQ1099  HISTORY     - 20160517 GOOD             MNDT
 DQ1099  HISTORY     - 20220927 GOOD             MNDT
 DQ1099
 DQ1099                          STATION DESCRIPTION
 DQ1099
 DQ1099'DESCRIBED BY MN DEPT OF TRANSP 2015
 DQ1099'THE STATION IS LOCATED ABOUT 7.8 MI (12.6 KM) NORTH-NORTHWEST OF
 DQ1099'WELCH, 5.6 MI (9.0 KM) SOUTH-SOUTHEAST OF HASTINGS AND 5.2 MI (8.4 KM)
 DQ1099'NORTH-NORTHEAST OF MIESVILLE.
 DQ1099'
 DQ1099'TO REACH THE MARK GO 4.1 MI (6.6 KM) SOUTHEAST ALONG TRUNK HIGHWAY 316
 DQ1099'FROM THE JUNCTION OF TRUNK HIGHWAY 316 AND TRUNK HIGHWAY 61 IN
 DQ1099'HASTINGS, AT TRUNK HIGHWAY 316 MILE POINT 5.6.
 DQ1099'
 DQ1099'THE MARK IS LOCATED 62.1 FT (18.9 M) SOUTHWEST 0F TRUNK HIGHWAY 316
 DQ1099'FOG LINE, 0.15 MI (0.2 KM) NORTHWEST OF COUNTY ROAD 62, 0.05 MI (0.1
 DQ1099'KM) SOUTHEAST OF ORLANDO AVENUE, 69.5 FT (21.2 M) EAST OF CUL-DE-SAC
 DQ1099'CENTER, 1.5 FT (0.5 M) NORTHEAST OF A WITNESS POST.
 DQ1099'
 DQ1099'NOTE - THE STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM
 DQ1099'ROD DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION REMOVABLE
 DQ1099'DISK SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH
 DQ1099'PVC PIPE BACK FILLED WITH WASHED SAND.
 DQ1099
 DQ1099                          STATION RECOVERY (2016)
 DQ1099
 DQ1099'RECOVERY NOTE BY MN DEPT OF TRANSP 2016 (ADT)
 DQ1099'RECOVERED AS DESCRIBED.
 DQ1099
 DQ1099                          STATION RECOVERY (2022)
 DQ1099
 DQ1099'RECOVERY NOTE BY MN DEPT OF TRANSP 2022 (MJS)
 DQ1099'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DQ1100 ***********************************************************************
 DQ1100  DESIGNATION -  1926 G
 DQ1100  PID         -  DQ1100
 DQ1100  STATE/COUNTY-  MN/DAKOTA
 DQ1100  COUNTRY     -  US
 DQ1100  USGS QUAD   -  HASTINGS (2019)
 DQ1100
 DQ1100                         *CURRENT SURVEY CONTROL
 DQ1100  ______________________________________________________________________
 DQ1100* NAD 83(2011) POSITION- 44 41 08.18812(N) 092 48 23.49073(W)   ADJUSTED
 DQ1100* NAD 83(2011) ELLIP HT-   221.334 (meters)        (07/20/16)   ADJUSTED
 DQ1100* NAD 83(2011) EPOCH   -  2010.00
 DQ1100* NAVD 88 ORTHO HEIGHT -   250.815 (meters)      822.88  (feet) ADJUSTED
 DQ1100  ______________________________________________________________________
 DQ1100  GEOID HEIGHT    -        -29.474 (meters)                     GEOID18
 DQ1100  NAD 83(2011) X  -   -222,411.169 (meters)                     COMP
 DQ1100  NAD 83(2011) Y  - -4,536,936.949 (meters)                     COMP
 DQ1100  NAD 83(2011) Z  -  4,462,731.504 (meters)                     COMP
 DQ1100  LAPLACE CORR    -        -10.72  (seconds)                    DEFLEC18
 DQ1100  DYNAMIC HEIGHT  -        250.782 (meters)      822.77  (feet) COMP
 DQ1100  MODELED GRAVITY -    980,481.0   (mgal)                       NAVD 88
 DQ1100
 DQ1100  VERT ORDER      -  SECOND    CLASS I
 DQ1100
 DQ1100  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DQ1100  Standards:
 DQ1100         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DQ1100            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DQ1100  -------------------------------------------------------------------
 DQ1100  NETWORK    0.45   0.78           0.21   0.15   0.40      0.08206523
 DQ1100  -------------------------------------------------------------------
 DQ1100  Click here for local accuracies and other accuracy information.
 DQ1100
 DQ1100.The horizontal coordinates were established by GPS observations
 DQ1100.and adjusted by the MN DEPT OF TRANSP in July 2016.
 DQ1100
 DQ1100.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DQ1100.been affixed to the stable North American tectonic plate. See 
 DQ1100.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DQ1100
 DQ1100.The horizontal coordinates are valid at the epoch date displayed above
 DQ1100.which is a decimal equivalence of Year/Month/Day.
 DQ1100
 DQ1100.The orthometric height was determined by differential leveling and
 DQ1100.adjusted by the NATIONAL GEODETIC SURVEY
 DQ1100.in September 2016.
 DQ1100
 DQ1100.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ1100.GEOID18 height accuracy estimate available here.
 DQ1100
 DQ1100.Click photographs - Photos may exist for this station.
 DQ1100
 DQ1100.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DQ1100
 DQ1100.The Laplace correction was computed from DEFLEC18 derived deflections.
 DQ1100
 DQ1100.The ellipsoidal height was determined by GPS observations
 DQ1100.and is referenced to NAD 83.
 DQ1100
 DQ1100.The dynamic height is computed by dividing the NAVD 88
 DQ1100.geopotential number by the normal gravity value computed on the
 DQ1100.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ1100.degrees latitude (g = 980.6199 gals.).
 DQ1100
 DQ1100.The modeled gravity was interpolated from observed gravity values.
 DQ1100
 DQ1100. The following values were computed from the NAD 83(2011) position.
 DQ1100
 DQ1100;                    North         East     Units Scale Factor Converg.
 DQ1100;SPC MN S     -   287,981.483   894,604.651   MT  0.99992719   +0 50 11.5
 DQ1100;SPC MN S     -   944,819.25  2,935,048.76   sFT  0.99992719   +0 50 11.5
 DQ1100;UTM  15      - 4,948,044.582   515,331.934   MT  0.99960289   +0 08 09.8
 DQ1100
 DQ1100!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DQ1100!SPC MN S     -   0.99996530  x   0.99992719  =   0.99989249
 DQ1100!UTM  15      -   0.99996530  x   0.99960289  =   0.99956820
 DQ1100
 DQ1100_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWK1533148044(NAD 83)
 DQ1100
 DQ1100                          SUPERSEDED SURVEY CONTROL
 DQ1100
 DQ1100.No superseded survey control is available for this station.
 DQ1100
 DQ1100_MARKER: F = FLANGE-ENCASED ROD
 DQ1100_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DQ1100_STAMPING: 1926 G 2015
 DQ1100_MARK LOGO: MNDT
 DQ1100_PROJECTION: RECESSED 5 CENTIMETERS
 DQ1100_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DQ1100_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ1100_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ1100+SATELLITE: SATELLITE OBSERVATIONS - September 27, 2022
 DQ1100_ROD/PIPE-DEPTH: 19.5 meters
 DQ1100
 DQ1100  HISTORY     - Date     Condition        Report By
 DQ1100  HISTORY     - 20150505 MONUMENTED       MNDT
 DQ1100  HISTORY     - 20160517 GOOD             MNDT
 DQ1100  HISTORY     - 20220927 GOOD             MNDT
 DQ1100
 DQ1100                          STATION DESCRIPTION
 DQ1100
 DQ1100'DESCRIBED BY MN DEPT OF TRANSP 2015
 DQ1100'THE STATION IS LOCATED ABOUT 7.9 MI (12.8 KM) EAST OF VERMILLION, 5.9
 DQ1100'MI (9.5 KM) NORTH OF MIESVILLE AND 4.6 MI (7.4 KM) SOUTH-SOUTHEAST OF
 DQ1100'HASTINGS.
 DQ1100'
 DQ1100'TO REACH THE MARK GO 3.1 MILES SOUTHEAST ALONG TRUNK HIGHWAY 316 FROM
 DQ1100'JUNCTION OF TRUNK HIGHWAY 316 AND TRUNK HIGHWAY 61 IN HASTINGS, AT
 DQ1100'TRUNK HIGHWAY 316 MILE POINT 6.65.
 DQ1100'
 DQ1100'THE MARK IS LOCATED 59.0 FEET NORTHEAST OF TRUNK HIGHWAY 316, 0.2 MILE
 DQ1100'SOUTHEAST OF 180TH STREET, 1.5 FEET NORTHWEST OF WITNESS POST.
 DQ1100'
 DQ1100'NOTE - THE STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM
 DQ1100'ROD DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION REMOVABLE
 DQ1100'DISK SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH
 DQ1100'PVC PIPE BACK FILLED WITH WASHED SAND.
 DQ1100
 DQ1100                          STATION RECOVERY (2016)
 DQ1100
 DQ1100'RECOVERY NOTE BY MN DEPT OF TRANSP 2016 (ADT)
 DQ1100'RECOVERED AS DESCRIBED.
 DQ1100
 DQ1100                          STATION RECOVERY (2022)
 DQ1100
 DQ1100'RECOVERY NOTE BY MN DEPT OF TRANSP 2022 (MJS)
 DQ1100'3.5 MI (5.6 KM) SOUTHEAST OF HASTING, 3.1 MI (5.0 KM) SOUTHEAST ALONG
 DQ1100'TRUNK HIGHWAY 316 FROM THE JUNCTION OF TRUNK HIGHWAY 316 AND TRUNK
 DQ1100'HIGHWAY 61 IN HASTINGS, AT TRUNK HIGHWAY 316 MILE POINT 6.65, 59.0 FT
 DQ1100'(18.0 M) NORTHEAST OF TRUNK HIGHWAY 316, 0.2 MI (0.3 KM) SOUTHEAST OF
 DQ1100'180TH STREET, 1.5 FT (0.5 M) NORTHWEST OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DQ1101 ***********************************************************************
 DQ1101  DESIGNATION -  1926 H
 DQ1101  PID         -  DQ1101
 DQ1101  STATE/COUNTY-  MN/DAKOTA
 DQ1101  COUNTRY     -  US
 DQ1101  USGS QUAD   -  HASTINGS (2019)
 DQ1101
 DQ1101                         *CURRENT SURVEY CONTROL
 DQ1101  ______________________________________________________________________
 DQ1101* NAD 83(2011) POSITION- 44 41 36.08768(N) 092 49 04.37964(W)   ADJUSTED
 DQ1101* NAD 83(2011) ELLIP HT-   220.179 (meters)        (07/20/16)   ADJUSTED
 DQ1101* NAD 83(2011) EPOCH   -  2010.00
 DQ1101* NAVD 88 ORTHO HEIGHT -   249.589 (meters)      818.86  (feet) ADJUSTED
 DQ1101  ______________________________________________________________________
 DQ1101  GEOID HEIGHT    -        -29.404 (meters)                     GEOID18
 DQ1101  NAD 83(2011) X  -   -223,280.728 (meters)                     COMP
 DQ1101  NAD 83(2011) Y  - -4,536,287.003 (meters)                     COMP
 DQ1101  NAD 83(2011) Z  -  4,463,342.973 (meters)                     COMP
 DQ1101  LAPLACE CORR    -        -11.19  (seconds)                    DEFLEC18
 DQ1101  DYNAMIC HEIGHT  -        249.557 (meters)      818.75  (feet) COMP
 DQ1101  MODELED GRAVITY -    980,485.0   (mgal)                       NAVD 88
 DQ1101
 DQ1101  VERT ORDER      -  SECOND    CLASS I
 DQ1101
 DQ1101  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DQ1101  Standards:
 DQ1101         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DQ1101            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DQ1101  -------------------------------------------------------------------
 DQ1101  NETWORK    0.52   0.90           0.24   0.17   0.46      0.09219312
 DQ1101  -------------------------------------------------------------------
 DQ1101  Click here for local accuracies and other accuracy information.
 DQ1101
 DQ1101.The horizontal coordinates were established by GPS observations
 DQ1101.and adjusted by the MN DEPT OF TRANSP in July 2016.
 DQ1101
 DQ1101.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DQ1101.been affixed to the stable North American tectonic plate. See 
 DQ1101.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DQ1101
 DQ1101.The horizontal coordinates are valid at the epoch date displayed above
 DQ1101.which is a decimal equivalence of Year/Month/Day.
 DQ1101
 DQ1101.The orthometric height was determined by differential leveling and
 DQ1101.adjusted by the NATIONAL GEODETIC SURVEY
 DQ1101.in September 2016.
 DQ1101
 DQ1101.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ1101.GEOID18 height accuracy estimate available here.
 DQ1101
 DQ1101.Click photographs - Photos may exist for this station.
 DQ1101
 DQ1101.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DQ1101
 DQ1101.The Laplace correction was computed from DEFLEC18 derived deflections.
 DQ1101
 DQ1101.The ellipsoidal height was determined by GPS observations
 DQ1101.and is referenced to NAD 83.
 DQ1101
 DQ1101.The dynamic height is computed by dividing the NAVD 88
 DQ1101.geopotential number by the normal gravity value computed on the
 DQ1101.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ1101.degrees latitude (g = 980.6199 gals.).
 DQ1101
 DQ1101.The modeled gravity was interpolated from observed gravity values.
 DQ1101
 DQ1101. The following values were computed from the NAD 83(2011) position.
 DQ1101
 DQ1101;                    North         East     Units Scale Factor Converg.
 DQ1101;SPC MN S     -   288,829.458   893,691.929   MT  0.99992763   +0 49 42.9
 DQ1101;SPC MN S     -   947,601.31  2,932,054.27   sFT  0.99992763   +0 49 42.9
 DQ1101;UTM  15      - 4,948,903.374   514,429.941   MT  0.99960256   +0 07 41.1
 DQ1101
 DQ1101!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DQ1101!SPC MN S     -   0.99996548  x   0.99992763  =   0.99989311
 DQ1101!UTM  15      -   0.99996548  x   0.99960256  =   0.99956805
 DQ1101
 DQ1101_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWK1442948903(NAD 83)
 DQ1101
 DQ1101                          SUPERSEDED SURVEY CONTROL
 DQ1101
 DQ1101.No superseded survey control is available for this station.
 DQ1101
 DQ1101_MARKER: F = FLANGE-ENCASED ROD
 DQ1101_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DQ1101_STAMPING: 1926 H 2015
 DQ1101_MARK LOGO: MNDT
 DQ1101_PROJECTION: RECESSED 5 CENTIMETERS
 DQ1101_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DQ1101_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ1101_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ1101+SATELLITE: SATELLITE OBSERVATIONS - September 27, 2022
 DQ1101_ROD/PIPE-DEPTH: 16.5 meters
 DQ1101
 DQ1101  HISTORY     - Date     Condition        Report By
 DQ1101  HISTORY     - 20150505 MONUMENTED       MNDT
 DQ1101  HISTORY     - 20160517 GOOD             MNDT
 DQ1101  HISTORY     - 20220927 GOOD             MNDT
 DQ1101
 DQ1101                          STATION DESCRIPTION
 DQ1101
 DQ1101'DESCRIBED BY MN DEPT OF TRANSP 2015
 DQ1101'THE STATION IS LOCATED ABOUT 7.5 MI (12.1 KM) EAST OF VERMILLION, 6.4
 DQ1101'MI (10.3 KM) NORTH OF MIESVILLE AND 3.8 MI (6.1 KM) SOUTH-SOUTHEAST OF
 DQ1101'HASTINGS.
 DQ1101'
 DQ1101'TO REACH THE MARK GO 2.4 MI (3.9 KM) SOUTHEAST ALONG TRUNK HIGHWAY 316
 DQ1101'FROM THE JUNCTION OF TRUNK HIGHWAY 316 AND TRUNK HIGHWAY 61 IN
 DQ1101'HASTINGS, AT TRUNK HIGHWAY 316 MILE POINT 7.45.
 DQ1101'
 DQ1101'THE MARK IS LOCATED 107.0 FT (32.6 M) SOUTH-SOUTHEAST OF TRUNK HIGHWAY
 DQ1101'316, 0.3 MI (0.5 KM) NORTHWEST OF NICOLAI AVENUE, IN HASTINGS SAND
 DQ1101'COULEE PARKING AREA, 1.5 FT (0.5 M) WEST-SOUTHWEST OF A WITNESS POST.
 DQ1101'
 DQ1101'NOTE - THE STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM
 DQ1101'ROD DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION REMOVABLE
 DQ1101'DISK SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH
 DQ1101'PVC PIPE BACK FILLED WITH WASHED SAND.
 DQ1101
 DQ1101                          STATION RECOVERY (2016)
 DQ1101
 DQ1101'RECOVERY NOTE BY MN DEPT OF TRANSP 2016 (DAD)
 DQ1101'RECOVERED AS DESCRIBED.
 DQ1101
 DQ1101                          STATION RECOVERY (2022)
 DQ1101
 DQ1101'RECOVERY NOTE BY MN DEPT OF TRANSP 2022 (MJS)
 DQ1101'3.0 MI (4.8 KM) SOUTHEAST OF HASTING, 2.4 MI (3.9 KM) SOUTHEAST ALONG
 DQ1101'TRUNK HIGHWAY 316 FROM THE JUNCTION OF TRUNK HIGHWAY 316 AND TRUNK
 DQ1101'HIGHWAY 61 IN HASTINGS, AT TRUNK HIGHWAY 316 MILE POINT 7.45, 107.0 FT
 DQ1101'(32.6 M) SOUTH-SOUTHEAST OF TRUNK HIGHWAY 316, 0.3 MI (0.5 KM)
 DQ1101'NORTHWEST OF NICOLAI AVENUE, IN HASTINGS SAND COULEE PARKING AREA, 1.5
 DQ1101'FT (0.5 M) WEST-SOUTHWEST OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DO1638 ***********************************************************************
 DO1638  DESIGNATION -  1928 A
 DO1638  PID         -  DO1638
 DO1638  STATE/COUNTY-  MN/DAKOTA
 DO1638  COUNTRY     -  US
 DO1638  USGS QUAD   -  SAINT PAUL EAST (2019)
 DO1638
 DO1638                         *CURRENT SURVEY CONTROL
 DO1638  ______________________________________________________________________
 DO1638* NAD 83(1986) POSITION- 44 55 02.     (N) 093 03 51.     (W)   SCALED
 DO1638* NAVD 88 ORTHO HEIGHT -   273.471 (meters)      897.21  (feet) ADJUSTED
 DO1638  ______________________________________________________________________
 DO1638  GEOID HEIGHT    -        -27.521 (meters)                     GEOID18
 DO1638  DYNAMIC HEIGHT  -        273.466 (meters)      897.20  (feet) COMP
 DO1638  MODELED GRAVITY -    980,590.5   (mgal)                       NAVD 88
 DO1638
 DO1638  VERT ORDER      -  SECOND    CLASS I
 DO1638
 DO1638.The horizontal coordinates were scaled from a map and have
 DO1638.an estimated accuracy of +/- 6 seconds.
 DO1638
 DO1638.The orthometric height was determined by differential leveling and
 DO1638.adjusted by the NATIONAL GEODETIC SURVEY
 DO1638.in August 2013.
 DO1638
 DO1638.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO1638.GEOID18 height accuracy estimate available here.
 DO1638
 DO1638.Click photographs - Photos may exist for this station.
 DO1638
 DO1638.The dynamic height is computed by dividing the NAVD 88
 DO1638.geopotential number by the normal gravity value computed on the
 DO1638.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO1638.degrees latitude (g = 980.6199 gals.).
 DO1638
 DO1638.The modeled gravity was interpolated from observed gravity values.
 DO1638
 DO1638;                    North         East    Units  Estimated Accuracy
 DO1638;SPC MN S     -   313,450.      873,890.      MT  (+/- 180 meters Scaled)
 DO1638
 DO1638_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK949737(NAD 83)
 DO1638
 DO1638                          SUPERSEDED SURVEY CONTROL
 DO1638
 DO1638.No superseded survey control is available for this station.
 DO1638
 DO1638_MARKER: DB = BENCH MARK DISK
 DO1638_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DO1638_SP_SET: BRIDGE ABUTMENT
 DO1638_STAMPING: 1928 A 1976
 DO1638_MARK LOGO: MNHD
 DO1638_MAGNETIC: N = NO MAGNETIC MATERIAL
 DO1638_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DO1638_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DO1638+SATELLITE: SATELLITE OBSERVATIONS - August 09, 2023
 DO1638
 DO1638  HISTORY     - Date     Condition        Report By
 DO1638  HISTORY     - 1976     MONUMENTED       MNHD
 DO1638  HISTORY     - 20090504 GOOD             MNDT
 DO1638  HISTORY     - 20110825 GOOD             MNDT
 DO1638  HISTORY     - 20230809 GOOD             MNDT
 DO1638
 DO1638                          STATION DESCRIPTION
 DO1638
 DO1638'DESCRIBED BY MN DEPT OF TRANSP 2009 (KMS)
 DO1638'THE MARK IS IN SOUTH ST PAUL.
 DO1638'
 DO1638'TO REACH THE MARK GO 0.8 MI (1.3 KM) SOUTH OF THE JUNCTION OF TRUNK
 DO1638'HIGHWAY 52 AND TRUNK HIGHWAY 56 (CONCORD STREET), IN SOUTHWEST CORNER
 DO1638'OF TRUNK HIGHWAY 52 PEDESTRIAN BRIDGE NUMBER 19025 AT LEWIS STREET CUL
 DO1638'DE SAC.
 DO1638'
 DO1638'IT IS 2.3 FT (0.7 M) SOUTH OF SOUTH EDGE OF LANDING LEVEL OF ABUTMENT
 DO1638'(SOUTH OF A FENCE).
 DO1638
 DO1638                          STATION RECOVERY (2011)
 DO1638
 DO1638'RECOVERY NOTE BY MN DEPT OF TRANSP 2011 (KDJ)
 DO1638'RECOVERED IN GOOD CONDITION.
 DO1638
 DO1638                          STATION RECOVERY (2023)
 DO1638
 DO1638'RECOVERY NOTE BY MN DEPT OF TRANSP 2023 (MJS)
 DO1638'IN SOUTH ST. PAUL, 0.8 MI (1.3 KM) SOUTH OF THE JUNCTION OF TRUNK
 DO1638'HIGHWAY 52 AND TRUNK HIGHWAY 56 (CONCORD STREET), IN THE SOUTHWEST
 DO1638'CORNER OF TRUNK HIGHWAY 52 PEDESTRIAN BRIDGE NUMBER 19025 AT LEWIS
 DO1638'STREET CUL-DE-SAC, 2.3 FT (0.7 M) SOUTH OF THE SOUTH EDGE OF LANDING
 DO1638'LEVEL OF AN ABUTMENT (SOUTH OF A FENCE).
 DO1638'
 DO1638'THE SURVEY MARK HAS BEEN DEEMED UNSAFE DUE TO FALL RISK AND HAS BEEN
 DO1638'ABANDONED FOR MNDOT GEODETIC USE.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DO1637 ***********************************************************************
 DO1637  DESIGNATION -  1928 B
 DO1637  PID         -  DO1637
 DO1637  STATE/COUNTY-  MN/DAKOTA
 DO1637  COUNTRY     -  US
 DO1637  USGS QUAD   -  SAINT PAUL EAST (2019)
 DO1637
 DO1637                         *CURRENT SURVEY CONTROL
 DO1637  ______________________________________________________________________
 DO1637* NAD 83(1986) POSITION- 44 54 44.     (N) 093 03 49.     (W)   SCALED
 DO1637* NAVD 88 ORTHO HEIGHT -   288.576 (meters)      946.77  (feet) ADJUSTED
 DO1637  ______________________________________________________________________
 DO1637  GEOID HEIGHT    -        -27.529 (meters)                     GEOID18
 DO1637  DYNAMIC HEIGHT  -        288.571 (meters)      946.75  (feet) COMP
 DO1637  MODELED GRAVITY -    980,590.3   (mgal)                       NAVD 88
 DO1637
 DO1637  VERT ORDER      -  SECOND    CLASS I
 DO1637
 DO1637.The horizontal coordinates were scaled from a map and have
 DO1637.an estimated accuracy of +/- 6 seconds.
 DO1637
 DO1637.The orthometric height was determined by differential leveling and
 DO1637.adjusted by the NATIONAL GEODETIC SURVEY
 DO1637.in August 2013.
 DO1637
 DO1637.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO1637.GEOID18 height accuracy estimate available here.
 DO1637
 DO1637.Click photographs - Photos may exist for this station.
 DO1637
 DO1637.The dynamic height is computed by dividing the NAVD 88
 DO1637.geopotential number by the normal gravity value computed on the
 DO1637.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO1637.degrees latitude (g = 980.6199 gals.).
 DO1637
 DO1637.The modeled gravity was interpolated from observed gravity values.
 DO1637
 DO1637;                    North         East    Units  Estimated Accuracy
 DO1637;SPC MN S     -   312,900.      873,940.      MT  (+/- 180 meters Scaled)
 DO1637
 DO1637_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK949732(NAD 83)
 DO1637
 DO1637                          SUPERSEDED SURVEY CONTROL
 DO1637
 DO1637.No superseded survey control is available for this station.
 DO1637
 DO1637_MARKER: DB = BENCH MARK DISK
 DO1637_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DO1637_SP_SET: BRIDGE RAILING
 DO1637_STAMPING: 1928 B 1976
 DO1637_MARK LOGO: MNHD
 DO1637_MAGNETIC: N = NO MAGNETIC MATERIAL
 DO1637_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DO1637_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DO1637+SATELLITE: SATELLITE OBSERVATIONS - August 09, 2023
 DO1637
 DO1637  HISTORY     - Date     Condition        Report By
 DO1637  HISTORY     - 1976     MONUMENTED       MNHD
 DO1637  HISTORY     - 20090504 GOOD             MNDT
 DO1637  HISTORY     - 20110825 GOOD             MNDT
 DO1637  HISTORY     - 20230809 GOOD             MNDT
 DO1637
 DO1637                          STATION DESCRIPTION
 DO1637
 DO1637'DESCRIBED BY MN DEPT OF TRANSP 2009 (KMS)
 DO1637'THE MARK IS IN SOUTH ST PAUL.
 DO1637'
 DO1637'TO REACH THE MARK GO 1.1 MI (1.8 KM) SOUTH OF THE JUNCTION OF TRUNK
 DO1637'HIGHWAY 52 AND TRUNK HIGHWAY 56 (CONCORD STREET).
 DO1637'
 DO1637'IT'S IN SOUTHEAST CORNER OF BUTLER AVENUE BRIDGE NUMBER 19021 OVER
 DO1637'TRUNK HIGHWAY 52.
 DO1637
 DO1637                          STATION RECOVERY (2011)
 DO1637
 DO1637'RECOVERY NOTE BY MN DEPT OF TRANSP 2011 (KDJ)
 DO1637'RECOVERED IN GOOD CONDITION.
 DO1637
 DO1637                          STATION RECOVERY (2023)
 DO1637
 DO1637'RECOVERY NOTE BY MN DEPT OF TRANSP 2023 (MJS)
 DO1637'IN SOUTH ST. PAUL, 1.1 MI (1.8 KM) SOUTH OF THE JUNCTION OF TRUNK
 DO1637'HIGHWAY 52 AND TRUNK HIGHWAY 56 (CONCORD STREET), IN THE SOUTHEAST
 DO1637'CORNER OF BUTLER AVENUE BRIDGE NUMBER 19021 OVER TRUNK HIGHWAY 52.
 DO1637'
 DO1637'THE SURVEY MARK HAS BEEN DEEMED UNSAFE DUE TO FALL RISK AND HAS BEEN
 DO1637'ABANDONED FOR MNDOT GEODETIC USE.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DO1636 ***********************************************************************
 DO1636  DESIGNATION -  1928 D
 DO1636  PID         -  DO1636
 DO1636  STATE/COUNTY-  MN/DAKOTA
 DO1636  COUNTRY     -  US
 DO1636  USGS QUAD   -  SAINT PAUL EAST (2019)
 DO1636
 DO1636                         *CURRENT SURVEY CONTROL
 DO1636  ______________________________________________________________________
 DO1636* NAD 83(1986) POSITION- 44 53 51.94   (N) 093 03 56.95   (W)   HD_HELD1
 DO1636* NAVD 88 ORTHO HEIGHT -   289.974 (meters)      951.36  (feet) ADJUSTED
 DO1636  ______________________________________________________________________
 DO1636  GEOID HEIGHT    -        -27.544 (meters)                     GEOID18
 DO1636  DYNAMIC HEIGHT  -        289.968 (meters)      951.34  (feet) COMP
 DO1636  MODELED GRAVITY -    980,589.1   (mgal)                       NAVD 88
 DO1636
 DO1636  VERT ORDER      -  SECOND    CLASS I
 DO1636
 DO1636.The horizontal coordinates were determined by differentially corrected
 DO1636.hand held GPS observations or other comparable positioning techniques
 DO1636.and have an estimated accuracy of +/- 3 meters.
 DO1636
 DO1636.The orthometric height was determined by differential leveling and
 DO1636.adjusted by the NATIONAL GEODETIC SURVEY
 DO1636.in August 2013.
 DO1636
 DO1636.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO1636.GEOID18 height accuracy estimate available here.
 DO1636
 DO1636.Click photographs - Photos may exist for this station.
 DO1636
 DO1636.The dynamic height is computed by dividing the NAVD 88
 DO1636.geopotential number by the normal gravity value computed on the
 DO1636.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO1636.degrees latitude (g = 980.6199 gals.).
 DO1636
 DO1636.The modeled gravity was interpolated from observed gravity values.
 DO1636
 DO1636;                    North         East    Units  Estimated Accuracy
 DO1636;SPC MN S     -   311,287.0     873,782.5     MT  (+/- 3 meters HH1 GPS) 
 DO1636
 DO1636_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK9480371595(NAD 83)
 DO1636
 DO1636                          SUPERSEDED SURVEY CONTROL
 DO1636
 DO1636.No superseded survey control is available for this station.
 DO1636
 DO1636_MARKER: DB = BENCH MARK DISK
 DO1636_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DO1636_SP_SET: BRIDGE ABUTMENT
 DO1636_STAMPING: 1928 D 1976
 DO1636_MARK LOGO: MNHD
 DO1636_MAGNETIC: N = NO MAGNETIC MATERIAL
 DO1636_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DO1636_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DO1636+SATELLITE: SATELLITE OBSERVATIONS - August 09, 2023
 DO1636
 DO1636  HISTORY     - Date     Condition        Report By
 DO1636  HISTORY     - 19760401 MONUMENTED       MNHD
 DO1636  HISTORY     - 20090504 GOOD             MNDT
 DO1636  HISTORY     - 20150413 GOOD             MNDT
 DO1636  HISTORY     - 20230809 GOOD             MNDT
 DO1636
 DO1636                          STATION DESCRIPTION
 DO1636
 DO1636'DESCRIBED BY MN DEPT OF TRANSP 2009 (KMS)
 DO1636'THE MARK IS IN MENDOTA HEIGHTS.
 DO1636'
 DO1636'TO REACH THE MARK GO 2.1 MI (3.4 KM) SOUTH OF THE JUNCTION OF TRUNK
 DO1636'HIGHWAY 3 AND TRUNK HIGHWAY 56 (CONCORD STREET).
 DO1636'
 DO1636'IT'S IN SOUTHEAST CORNER OF NORTHBOUND TRUNK HIGHWAY 52 BRIDGE NUMBER
 DO1636'19020 OVER WENTWORTH AVENUE.
 DO1636
 DO1636                          STATION RECOVERY (2015)
 DO1636
 DO1636'RECOVERY NOTE BY MN DEPT OF TRANSP 2015 (DAS)
 DO1636'IN MENDOTA HEIGHTS, IN BRIDGE ABUTMENT IN SOUTHEAST CORNER OF
 DO1636'NORTHBOUND TRUNK HIGHWAY 52 BRIDGE NUMBER 19020 OVER WENTWORTH AVENUE,
 DO1636'2.1 MI (3.4 KM) SOUTH OF THE JUNCTION OF TRUNK HIGHWAY 3 AND TRUNK
 DO1636'HIGHWAY 56 (CONCORD STREET).
 DO1636
 DO1636                          STATION RECOVERY (2023)
 DO1636
 DO1636'RECOVERY NOTE BY MN DEPT OF TRANSP 2023 (MJS)
 DO1636'IN MENDOTA HEIGHTS, IN A BRIDGE ABUTMENT IN THE SOUTHEAST CORNER OF
 DO1636'NORTHBOUND TRUNK HIGHWAY 52 BRIDGE NUMBER 19020 OVER WENTWORTH AVENUE,
 DO1636'2.1 MI (3.4 KM) SOUTH OF THE JUNCTION OF TRUNK HIGHWAY 3 AND TRUNK
 DO1636'HIGHWAY 56 (CONCORD STREET).
 DO1636'
 DO1636'THE SURVEY MARK HAS BEEN DEEMED UNSAFE DUE TO A FALL RISK AND TREE
 DO1636'COVER, THIS SURVEY MARK HAS BEEN ABANDONED FOR MNDOT GEODETIC SURVEYS.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DP7388 ***********************************************************************
 DP7388  DESIGNATION -  1928 E
 DP7388  PID         -  DP7388
 DP7388  STATE/COUNTY-  MN/DAKOTA
 DP7388  COUNTRY     -  US
 DP7388  USGS QUAD   -  SAINT PAUL EAST (2019)
 DP7388
 DP7388                         *CURRENT SURVEY CONTROL
 DP7388  ______________________________________________________________________
 DP7388* NAD 83(2011) POSITION- 44 52 34.27409(N) 093 03 37.40110(W)   ADJUSTED
 DP7388* NAD 83(2011) ELLIP HT-   252.328 (meters)        (05/18/15)   ADJUSTED
 DP7388* NAD 83(2011) EPOCH   -  2010.00
 DP7388* NAVD 88 ORTHO HEIGHT -   279.946 (meters)      918.46  (feet) ADJUSTED
 DP7388  ______________________________________________________________________
 DP7388  GEOID HEIGHT    -        -27.603 (meters)                     GEOID18
 DP7388  NAD 83(2011) X  -   -241,715.698 (meters)                     COMP
 DP7388  NAD 83(2011) Y  - -4,521,031.499 (meters)                     COMP
 DP7388  NAD 83(2011) Z  -  4,477,786.589 (meters)                     COMP
 DP7388  LAPLACE CORR    -         -8.50  (seconds)                    DEFLEC18
 DP7388  DYNAMIC HEIGHT  -        279.940 (meters)      918.44  (feet) COMP
 DP7388  MODELED GRAVITY -    980,586.2   (mgal)                       NAVD 88
 DP7388
 DP7388  VERT ORDER      -  SECOND    CLASS I
 DP7388
 DP7388  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DP7388  Standards:
 DP7388         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DP7388            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DP7388  -------------------------------------------------------------------
 DP7388  NETWORK    0.39   0.80           0.18   0.13   0.41     -0.00280148
 DP7388  -------------------------------------------------------------------
 DP7388  Click here for local accuracies and other accuracy information.
 DP7388
 DP7388.The horizontal coordinates were established by GPS observations
 DP7388.and adjusted by the MN DEPT OF TRANSP in May 2015.
 DP7388
 DP7388.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DP7388.been affixed to the stable North American tectonic plate. See 
 DP7388.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DP7388
 DP7388.The horizontal coordinates are valid at the epoch date displayed above
 DP7388.which is a decimal equivalence of Year/Month/Day.
 DP7388
 DP7388.The orthometric height was determined by differential leveling and
 DP7388.adjusted by the NATIONAL GEODETIC SURVEY
 DP7388.in September 2016.
 DP7388
 DP7388.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP7388.GEOID18 height accuracy estimate available here.
 DP7388
 DP7388.Click photographs - Photos may exist for this station.
 DP7388
 DP7388.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DP7388
 DP7388.The Laplace correction was computed from DEFLEC18 derived deflections.
 DP7388
 DP7388.The ellipsoidal height was determined by GPS observations
 DP7388.and is referenced to NAD 83.
 DP7388
 DP7388.The dynamic height is computed by dividing the NAVD 88
 DP7388.geopotential number by the normal gravity value computed on the
 DP7388.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP7388.degrees latitude (g = 980.6199 gals.).
 DP7388
 DP7388.The modeled gravity was interpolated from observed gravity values.
 DP7388
 DP7388. The following values were computed from the NAD 83(2011) position.
 DP7388
 DP7388;                    North         East     Units Scale Factor Converg.
 DP7388;SPC MN S     -   308,894.747   874,238.883   MT  0.99994340   +0 39 31.0
 DP7388;SPC MN S     - 1,013,432.18  2,868,232.07   sFT  0.99994340   +0 39 31.0
 DP7388;UTM  15      - 4,969,198.296   495,230.168   MT  0.99960028   -0 02 33.4
 DP7388
 DP7388!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DP7388!SPC MN S     -   0.99996044  x   0.99994340  =   0.99990384
 DP7388!UTM  15      -   0.99996044  x   0.99960028  =   0.99956074
 DP7388
 DP7388_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK9523069198(NAD 83)
 DP7388
 DP7388                          SUPERSEDED SURVEY CONTROL
 DP7388
 DP7388.No superseded survey control is available for this station.
 DP7388
 DP7388_MARKER: F = FLANGE-ENCASED ROD
 DP7388_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DP7388_STAMPING: 1928 E 2014
 DP7388_MARK LOGO: MNDT
 DP7388_PROJECTION: RECESSED 8 CENTIMETERS
 DP7388_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DP7388_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DP7388_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP7388+SATELLITE: SATELLITE OBSERVATIONS - August 09, 2023
 DP7388_ROD/PIPE-DEPTH: 5.8 meters
 DP7388
 DP7388  HISTORY     - Date     Condition        Report By
 DP7388  HISTORY     - 20140715 MONUMENTED       MNDT
 DP7388  HISTORY     - 20160419 GOOD             MNDT
 DP7388  HISTORY     - 20161221 GOOD             MNDT
 DP7388  HISTORY     - 20230809 GOOD             MNDT
 DP7388
 DP7388                          STATION DESCRIPTION
 DP7388
 DP7388'DESCRIBED BY MN DEPT OF TRANSP 2014
 DP7388'IN INVER GROVE HEIGHTS, 0.10 MILE NORTH ALONG NORTHBOUND TRUNK HIGHWAY
 DP7388'52  FROM THE JUNCTION OF TRUNK HIGHWAY 52 AND INTERSTATE HIGHWAY 494
 DP7388'IN INVER GROVE HEIGHTS, AT TRUNK HIGHWAY 52 MILE POINT 125.5, 37.0
 DP7388'FEET EAST OF NORTHBOUND TRUNK HIGHWAY 52 FOG LINE, 45.7 FEET WEST
 DP7388'NORTHWEST OF ON RAMP TO WESTBOUND INTERSTATE HIGHWAY 494 FROM
 DP7388'NORTHBOUND TRUNK HIGHWAY 52/YELLOW FOG LINE, 51.4 FEET SOUTHEAST OF
 DP7388'LIGHT POLE NUMBER S8L64, 1.5 FEET WEST OF WITNESS POST.
 DP7388
 DP7388                          STATION RECOVERY (2016)
 DP7388
 DP7388'RECOVERY NOTE BY MN DEPT OF TRANSP 2016 (DAD)
 DP7388'RECOVERED AS DESCRIBED.
 DP7388
 DP7388                          STATION RECOVERY (2016)
 DP7388
 DP7388'RECOVERY NOTE BY MN DEPT OF TRANSP 2016 (MPP)
 DP7388'RECOVERED IN GOOD CONDITION.
 DP7388
 DP7388                          STATION RECOVERY (2023)
 DP7388
 DP7388'RECOVERY NOTE BY MN DEPT OF TRANSP 2023 (MJS)
 DP7388'IN INVER GROVE HEIGHTS, 0.1 MI (0.2 KM) NORTH ALONG NORTHBOUND TRUNK
 DP7388'HIGHWAY 52 FROM THE JUNCTION OF TRUNK HIGHWAY 52 AND INTERSTATE
 DP7388'HIGHWAY 494 IN INVER GROVE HEIGHTS, AT TRUNK HIGHWAY 52 MILE POINT
 DP7388'125.5, 37.0 FT (11.3 M) EAST OF A NORTHBOUND TRUNK HIGHWAY 52 FOG
 DP7388'LINE, 45.7 FT (13.9 M) WEST-NORTHWEST OF ON A RAMP TO WESTBOUND
 DP7388'INTERSTATE HIGHWAY 494 FROM A NORTHBOUND TRUNK HIGHWAY 52/YELLOW FOG
 DP7388'LINE, 51.4 FT (15.7 M) SOUTHEAST OF LIGHT POLE NUMBER S8L64, 1.5 FT
 DP7388'(0.5 M) WEST OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DO1635 ***********************************************************************
 DO1635  DESIGNATION -  1928 F
 DO1635  PID         -  DO1635
 DO1635  STATE/COUNTY-  MN/DAKOTA
 DO1635  COUNTRY     -  US
 DO1635  USGS QUAD   -  SAINT PAUL EAST (2019)
 DO1635
 DO1635                         *CURRENT SURVEY CONTROL
 DO1635  ______________________________________________________________________
 DO1635* NAD 83(1986) POSITION- 44 53 05.41   (N) 093 03 47.23   (W)   HD_HELD1
 DO1635* NAVD 88 ORTHO HEIGHT -   293.387 (meters)      962.55  (feet) ADJUSTED
 DO1635  ______________________________________________________________________
 DO1635  GEOID HEIGHT    -        -27.576 (meters)                     GEOID18
 DO1635  DYNAMIC HEIGHT  -        293.381 (meters)      962.53  (feet) COMP
 DO1635  MODELED GRAVITY -    980,587.6   (mgal)                       NAVD 88
 DO1635
 DO1635  VERT ORDER      -  SECOND    CLASS I
 DO1635
 DO1635.The horizontal coordinates were determined by differentially corrected
 DO1635.hand held GPS observations or other comparable positioning techniques
 DO1635.and have an estimated accuracy of +/- 3 meters.
 DO1635
 DO1635.The orthometric height was determined by differential leveling and
 DO1635.adjusted by the NATIONAL GEODETIC SURVEY
 DO1635.in August 2013.
 DO1635
 DO1635.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO1635.GEOID18 height accuracy estimate available here.
 DO1635
 DO1635.Click photographs - Photos may exist for this station.
 DO1635
 DO1635.The dynamic height is computed by dividing the NAVD 88
 DO1635.geopotential number by the normal gravity value computed on the
 DO1635.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO1635.degrees latitude (g = 980.6199 gals.).
 DO1635
 DO1635.The modeled gravity was interpolated from observed gravity values.
 DO1635
 DO1635;                    North         East    Units  Estimated Accuracy
 DO1635;SPC MN S     -   309,853.3     874,012.2     MT  (+/- 3 meters HH1 GPS) 
 DO1635
 DO1635_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK9501570159(NAD 83)
 DO1635
 DO1635                          SUPERSEDED SURVEY CONTROL
 DO1635
 DO1635.No superseded survey control is available for this station.
 DO1635
 DO1635_MARKER: DB = BENCH MARK DISK
 DO1635_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DO1635_SP_SET: BRIDGE ABUTMENT
 DO1635_STAMPING: 1928 F 1976
 DO1635_MARK LOGO: MNHD
 DO1635_MAGNETIC: N = NO MAGNETIC MATERIAL
 DO1635_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DO1635_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DO1635+SATELLITE: SATELLITE OBSERVATIONS - August 09, 2023
 DO1635
 DO1635  HISTORY     - Date     Condition        Report By
 DO1635  HISTORY     - 19760401 MONUMENTED       MNHD
 DO1635  HISTORY     - 20090504 GOOD             MNDT
 DO1635  HISTORY     - 20140708 GOOD             MNDT
 DO1635  HISTORY     - 20150413 GOOD             MNDT
 DO1635  HISTORY     - 20230809 GOOD             MNDT
 DO1635
 DO1635                          STATION DESCRIPTION
 DO1635
 DO1635'DESCRIBED BY MN DEPT OF TRANSP 2009 (KMS)
 DO1635'THE MARK IS IN SOUTH ST PAUL.
 DO1635'
 DO1635'TO REACH THE MARK GO 3.0 MI (4.8 KM) SOUTH OF THE JUNCTION OF TRUNK
 DO1635'HIGHWAY 52 AND TRUNK HIGHWAY 56 (CONCORD STREET).
 DO1635'
 DO1635'IT'S IN SOUTHEAST CORNER OF NORTHBOUND TRUNK HIGHWAY 52 BRIDGE NUMBER
 DO1635'19016 OVER SOUTH VIEW BOULEVARD.
 DO1635
 DO1635                          STATION RECOVERY (2014)
 DO1635
 DO1635'RECOVERY NOTE BY MN DEPT OF TRANSP 2014 (DAS)
 DO1635'RECOVERED AS DESCRIBED.
 DO1635
 DO1635                          STATION RECOVERY (2015)
 DO1635
 DO1635'RECOVERY NOTE BY MN DEPT OF TRANSP 2015 (DAS)
 DO1635'IN SOUTH ST PAUL, IN BRIDGE ABUTMENT IN SOUTHEAST CORNER OF NORTHBOUND
 DO1635'TRUNK HIGHWAY 52 BRIDGE NUMBER 19016 OVER SOUTHVIEW BOULEVARD, 3.0 MI
 DO1635'(4.8 KM) SOUTH OF THE JUNCTION OF TRUNK HIGHWAY 52 AND TRUNK HIGHWAY
 DO1635'56 (CONCORD STREET).
 DO1635
 DO1635                          STATION RECOVERY (2023)
 DO1635
 DO1635'RECOVERY NOTE BY MN DEPT OF TRANSP 2023 (MJS)
 DO1635'IN SOUTH ST. PAUL, IN A BRIDGE ABUTMENT IN THE SOUTHEAST CORNER OF
 DO1635'NORTHBOUND TRUNK HIGHWAY 52 BRIDGE NUMBER 19016 OVER SOUTHVIEW
 DO1635'BOULEVARD, 3.0 MI (4.8 KM) SOUTH OF THE JUNCTION OF TRUNK HIGHWAY 52
 DO1635'AND TRUNK HIGHWAY 56 (CONCORD STREET).
 DO1635'
 DO1635'THE SURVEY MARK HAS BEEN DEEMED UNSAFE DUE TO A FALL RISK AND TREE
 DO1635'COVER, THIS SURVEY MARK HAS BEEN ABANDONED FOR MNDOT GEODETIC SURVEYS.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DE8644 ***********************************************************************
 DE8644  DESIGNATION -  1928 G
 DE8644  PID         -  DE8644
 DE8644  STATE/COUNTY-  MN/DAKOTA
 DE8644  COUNTRY     -  US
 DE8644  USGS QUAD   -  INVER GROVE HEIGHTS (2019)
 DE8644
 DE8644                         *CURRENT SURVEY CONTROL
 DE8644  ______________________________________________________________________
 DE8644* NAD 83(1986) POSITION- 44 51 55.44   (N) 093 03 33.73   (W)   HD_HELD1
 DE8644* NAVD 88 ORTHO HEIGHT -   294.350 (meters)      965.71  (feet) ADJUSTED
 DE8644  ______________________________________________________________________
 DE8644  GEOID HEIGHT    -        -27.632 (meters)                     GEOID18
 DE8644  DYNAMIC HEIGHT  -        294.343 (meters)      965.69  (feet) COMP
 DE8644  MODELED GRAVITY -    980,584.1   (mgal)                       NAVD 88
 DE8644
 DE8644  VERT ORDER      -  SECOND    CLASS I
 DE8644
 DE8644.The horizontal coordinates were determined by differentially corrected
 DE8644.hand held GPS observations or other comparable positioning techniques
 DE8644.and have an estimated accuracy of +/- 3 meters.
 DE8644
 DE8644.The orthometric height was determined by differential leveling and
 DE8644.adjusted by the NATIONAL GEODETIC SURVEY
 DE8644.in August 2004.
 DE8644
 DE8644.Significant digits in the geoid height do not necessarily reflect accuracy.
 DE8644.GEOID18 height accuracy estimate available here.
 DE8644
 DE8644.Click photographs - Photos may exist for this station.
 DE8644
 DE8644.The dynamic height is computed by dividing the NAVD 88
 DE8644.geopotential number by the normal gravity value computed on the
 DE8644.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE8644.degrees latitude (g = 980.6199 gals.).
 DE8644
 DE8644.The modeled gravity was interpolated from observed gravity values.
 DE8644
 DE8644;                    North         East    Units  Estimated Accuracy
 DE8644;SPC MN S     -   307,697.0     874,333.2     MT  (+/- 3 meters HH1 GPS) 
 DE8644
 DE8644_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK9530967999(NAD 83)
 DE8644
 DE8644                          SUPERSEDED SURVEY CONTROL
 DE8644
 DE8644.No superseded survey control is available for this station.
 DE8644
 DE8644_MARKER: DB = BENCH MARK DISK
 DE8644_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DE8644_SP_SET: BRIDGE RAILING
 DE8644_STAMPING: 1928 G 1998
 DE8644_MARK LOGO: MNHD
 DE8644_MAGNETIC: N = NO MAGNETIC MATERIAL
 DE8644_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DE8644_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DE8644+SATELLITE: SATELLITE OBSERVATIONS - August 10, 2023
 DE8644
 DE8644  HISTORY     - Date     Condition        Report By
 DE8644  HISTORY     - 19890401 MONUMENTED       MNHD
 DE8644  HISTORY     - 19980202 GOOD             MNDT
 DE8644  HISTORY     - 20040918 GOOD             USPSQD
 DE8644  HISTORY     - 20051129 GOOD             USPSQD
 DE8644  HISTORY     - 20070613 GOOD             MNDT
 DE8644  HISTORY     - 20090318 GOOD             MNDT
 DE8644  HISTORY     - 20150408 GOOD             MNDT
 DE8644  HISTORY     - 20230810 GOOD             MNDT
 DE8644
 DE8644                          STATION DESCRIPTION
 DE8644
 DE8644'DESCRIBED BY MN DEPT OF TRANSP 1998 (DAS)
 DE8644'THE MARK WAS RECOVERED IN GOOD CONDITION.  THE MARK IS IN SOUTH ST
 DE8644'PAUL, IN RAILING AT SE COR OF BRIDGE NO 19042 OVER TH 52, 0.55 MI
 DE8644'(0.89 KM) SOUTH ALONG TH 52 FROM JCT OF TH 52 AND FAI 494 IN SOUTH ST
 DE8644'PAUL, AT TH 52 MP 124.75, 17.0 FT (5.2 M) SOUTH OF EB UPPER 55TH ST,
 DE8644'39.7 FT (12.1 M) WEST OF SE COR OF BRDG RAILING, PROJECTS 2.8 FT (0.9
 DE8644'M) ABOVE BRDG DECK.  THE DISK WAS SET IN BRDG WHEN BUILT IN 1988 THE
 DE8644'STAMPED IN 1998.
 DE8644
 DE8644                          STATION RECOVERY (2004)
 DE8644
 DE8644'RECOVERY NOTE BY US POWER SQUADRON 2004 (RT)
 DE8644'RECOVERED IN GOOD CONDITION AS DESCRIBED. SPSPS RT.
 DE8644
 DE8644                          STATION RECOVERY (2005)
 DE8644
 DE8644'RECOVERY NOTE BY US POWER SQUADRON 2005 (ATD)
 DE8644'RECOVERED IN GOOD CONDITION.
 DE8644
 DE8644                          STATION RECOVERY (2007)
 DE8644
 DE8644'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (PJG)
 DE8644'THE MARK IS LOCATED ABOUT 5.7 MI (9.2 KM) SOUTH-SOUTHEAST OF SAINT
 DE8644'PAUL, 3.7 MI (6.0 KM) WEST-NORTHWEST OF SAINT PAUL PARK AND 1.4 MI
 DE8644'(2.3 KM) NORTHWEST OF INVER GROVE HEIGHTS.
 DE8644'
 DE8644'TO REACH TO THE MARK IN SOUTH SAINT PAUL, IN BRIDGE RAILING AT
 DE8644'SOUTHEAST CORNER OF BRIDGE NUMBER 19042 OVER TRUNK HIGHWAY 52, GO 0.55
 DE8644'MI (0.9 KM) SOUTH ALONG TRUNK HIGHWAY 52 FROM THE JUNCTION OF TRUNK
 DE8644'HIGHWAY 52 AND INTERSTATE HIGHWAY 494 IN SOUTH SAINT PAUL, AT TRUNK
 DE8644'HIGHWAY 52 MILE POINT 124.75, 17.0 FT (5.2 M) SOUTH OF EASTBOUND UPPER
 DE8644'55TH STREET, 39.7 FT (12.1 M) WEST OF THE SOUTHEAST CORNER OF BRIDGE
 DE8644'RAILING, 2.8 FT (0.9 M) ABOVE ROADWAY.
 DE8644
 DE8644                          STATION RECOVERY (2009)
 DE8644
 DE8644'RECOVERY NOTE BY MN DEPT OF TRANSP 2009 (DRB)
 DE8644'RECOVERED AS DESCRIBED.
 DE8644
 DE8644                          STATION RECOVERY (2015)
 DE8644
 DE8644'RECOVERY NOTE BY MN DEPT OF TRANSP 2015 (DAS)
 DE8644'IN SOUTH SAINT PAUL, IN BRIDGE RAILING IN SOUTHEAST CORNER OF TRUNK
 DE8644'HIGHWAY 18 BRIDGE NUMBER 19042 OVER TRUNK HIGHWAY 52, 0.55 MI (0.9 KM)
 DE8644'SOUTH ALONG TRUNK HIGHWAY 52  FROM THE JUNCTION OF TRUNK HIGHWAY 52
 DE8644'AND INTERSTATE HIGHWAY 494 IN SOUTH SAINT PAUL, AT TRUNK HIGHWAY 52
 DE8644'MILE POINT 124.75, 17.0 FT (5.2 M) SOUTH OF EASTBOUND UPPER 55TH
 DE8644'STREET, 39.7 FT (12.1 M) WEST OF THE SOUTHEAST CORNER OF BRIDGE
 DE8644'RAILING.
 DE8644
 DE8644                          STATION RECOVERY (2023)
 DE8644
 DE8644'RECOVERY NOTE BY MN DEPT OF TRANSP 2023 (MJS)
 DE8644'THE DISK WAS SET IN THE BRIDGE WHEN BUILT IN 1989 THEN STAMPED WHEN
 DE8644'USED IN 1998.  THE SURVEY MARK HAS BEEN DEEMED UNSAFE DUE TO FALL RISK
 DE8644'AND HAS BEEN ABANDONED FOR MNDOT GEODETIC USE.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DE8645 ***********************************************************************
 DE8645  DESIGNATION -  1928 H
 DE8645  PID         -  DE8645
 DE8645  STATE/COUNTY-  MN/DAKOTA
 DE8645  COUNTRY     -  US
 DE8645  USGS QUAD   -  INVER GROVE HEIGHTS (2019)
 DE8645
 DE8645                         *CURRENT SURVEY CONTROL
 DE8645  ______________________________________________________________________
 DE8645* NAD 83(1986) POSITION- 44 51 14.30   (N) 093 03 32.77   (W)   HD_HELD1
 DE8645* NAVD 88 ORTHO HEIGHT -   285.879 (meters)      937.92  (feet) ADJUSTED
 DE8645  ______________________________________________________________________
 DE8645  GEOID HEIGHT    -        -27.662 (meters)                     GEOID18
 DE8645  DYNAMIC HEIGHT  -        285.871 (meters)      937.90  (feet) COMP
 DE8645  MODELED GRAVITY -    980,581.4   (mgal)                       NAVD 88
 DE8645
 DE8645  VERT ORDER      -  SECOND    CLASS I
 DE8645
 DE8645.The horizontal coordinates were determined by differentially corrected
 DE8645.hand held GPS observations or other comparable positioning techniques
 DE8645.and have an estimated accuracy of +/- 3 meters.
 DE8645
 DE8645.The orthometric height was determined by differential leveling and
 DE8645.adjusted by the NATIONAL GEODETIC SURVEY
 DE8645.in August 2004.
 DE8645
 DE8645.Significant digits in the geoid height do not necessarily reflect accuracy.
 DE8645.GEOID18 height accuracy estimate available here.
 DE8645
 DE8645.Click photographs - Photos may exist for this station.
 DE8645
 DE8645.The dynamic height is computed by dividing the NAVD 88
 DE8645.geopotential number by the normal gravity value computed on the
 DE8645.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE8645.degrees latitude (g = 980.6199 gals.).
 DE8645
 DE8645.The modeled gravity was interpolated from observed gravity values.
 DE8645
 DE8645;                    North         East    Units  Estimated Accuracy
 DE8645;SPC MN S     -   306,427.5     874,368.9     MT  (+/- 3 meters HH1 GPS) 
 DE8645
 DE8645_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK9532966730(NAD 83)
 DE8645
 DE8645                          SUPERSEDED SURVEY CONTROL
 DE8645
 DE8645.No superseded survey control is available for this station.
 DE8645
 DE8645_MARKER: DV = VERTICAL CONTROL DISK
 DE8645_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DE8645_SP_SET: BRIDGE RAILING
 DE8645_STAMPING: 1928 H 1998
 DE8645_MARK LOGO: MNDT
 DE8645_MAGNETIC: N = NO MAGNETIC MATERIAL
 DE8645_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DE8645_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DE8645+SATELLITE: SATELLITE OBSERVATIONS - August 10, 2023
 DE8645
 DE8645  HISTORY     - Date     Condition        Report By
 DE8645  HISTORY     - 19900401 MONUMENTED       MNDT
 DE8645  HISTORY     - 19980202 GOOD             MNDT
 DE8645  HISTORY     - 20040818 GOOD             USPSQD
 DE8645  HISTORY     - 20051129 GOOD             USPSQD
 DE8645  HISTORY     - 20070703 GOOD             MNDT
 DE8645  HISTORY     - 20090318 GOOD             MNDT
 DE8645  HISTORY     - 20150408 GOOD             MNDT
 DE8645  HISTORY     - 20230810 GOOD             MNDT
 DE8645
 DE8645                          STATION DESCRIPTION
 DE8645
 DE8645'DESCRIBED BY MN DEPT OF TRANSP 1998 (DAS)
 DE8645'THE MARK WAS RECOVERED IN GOOD CONDITION.  THE MARK IS IN INVER GROVE
 DE8645'HEIGHTS, IN BRDG RAILING AT SE COR OF 65 TH ST BRDG NO 19083 OVER TH
 DE8645'52, AT TH 52 MP 123.95, 31.0 FT (9.4 M) SW OF 65 TH ST, 20.1 FT (6.1
 DE8645'M) NW OF SE COR OF BRDG RAILING, PROJECTS 2.5 FT (0.8 M) ABOVE
 DE8645'SIDEWALK.  THE DISK WAS SET IN BRDG WHEN BUILT IN 1990 THEN STAMPED IN
 DE8645'1998.
 DE8645
 DE8645                          STATION RECOVERY (2004)
 DE8645
 DE8645'RECOVERY NOTE BY US POWER SQUADRON 2004 (RT)
 DE8645'RECOVERED IN GOOD CONDITION AS DESCRIBED. SPSPS RT.
 DE8645
 DE8645                          STATION RECOVERY (2005)
 DE8645
 DE8645'RECOVERY NOTE BY US POWER SQUADRON 2005 (ATD)
 DE8645'RECOVERED IN GOOD CONDITION.
 DE8645
 DE8645                          STATION RECOVERY (2007)
 DE8645
 DE8645'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (VWC)
 DE8645'THE MARK IS LOCATED ABOUT 6.5 MI (10.5 KM) SOUTH-SOUTHEAST OF SAINT
 DE8645'PAUL, 3.4 MI (5.5 KM) WEST-NORTHWEST OF SAINT PAUL PARK AND 0.9 MI
 DE8645'(1.4 KM) WEST-NORTHWEST OF INVER GROVE HEIGHTS.
 DE8645'
 DE8645'TO REACH TO THE MARK IN INVER GROVE HEIGHTS, IN BRIDGE RAILING AT
 DE8645'SOUTHEAST CORNER OF 65TH STREET BRIDGE NUMBER 19083 OVER TRUNK HIGHWAY
 DE8645'52, AT TRUNK HIGHWAY 52 MILE POINT 123.95, GO 31.0 FT (9.4 M)
 DE8645'SOUTHWEST OF 65TH STREET, 20.1 FT (6.1 M) NORTHWEST OF THE SOUTHEAST
 DE8645'CORNER OF BRIDGE RAILING, 2.5 FT (0.8 M) ABOVE SIDEWALK.
 DE8645
 DE8645                          STATION RECOVERY (2009)
 DE8645
 DE8645'RECOVERY NOTE BY MN DEPT OF TRANSP 2009 (DRB)
 DE8645'RECOVERED AS DESCRIBED.
 DE8645
 DE8645                          STATION RECOVERY (2015)
 DE8645
 DE8645'RECOVERY NOTE BY MN DEPT OF TRANSP 2015 (DAS)
 DE8645'IN INVER GROVE HEIGHTS, IN BRIDGE RAILING IN SOUTHEAST CORNER OF 65TH
 DE8645'STREET BRIDGE NUMBER 19083 OVER TRUNK HIGHWAY 52, AT TRUNK HIGHWAY 52
 DE8645'MILE POINT 123.95, 31.0 FT (9.4 M) SOUTHWEST OF 65TH STREET, 20.1 FT
 DE8645'(6.1 M) NORTHWEST OF THE SOUTHEAST CORNER OF BRIDGE RAILING.
 DE8645
 DE8645                          STATION RECOVERY (2023)
 DE8645
 DE8645'RECOVERY NOTE BY MN DEPT OF TRANSP 2023 (MJS)
 DE8645'THE DISK WAS SET IN THE BRIDGE WHEN BUILT IN 1990 THEN STAMPED WHEN
 DE8645'USED IN 1998.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DE8646 ***********************************************************************
 DE8646  DESIGNATION -  1928 J
 DE8646  PID         -  DE8646
 DE8646  STATE/COUNTY-  MN/DAKOTA
 DE8646  COUNTRY     -  US
 DE8646  USGS QUAD   -  INVER GROVE HEIGHTS (2019)
 DE8646
 DE8646                         *CURRENT SURVEY CONTROL
 DE8646  ______________________________________________________________________
 DE8646* NAD 83(1986) POSITION- 44 50 51.77   (N) 093 03 32.59   (W)   HD_HELD1
 DE8646* NAVD 88 ORTHO HEIGHT -   288.825 (meters)      947.59  (feet) ADJUSTED
 DE8646  ______________________________________________________________________
 DE8646  GEOID HEIGHT    -        -27.680 (meters)                     GEOID18
 DE8646  DYNAMIC HEIGHT  -        288.817 (meters)      947.56  (feet) COMP
 DE8646  MODELED GRAVITY -    980,579.7   (mgal)                       NAVD 88
 DE8646
 DE8646  VERT ORDER      -  SECOND    CLASS I
 DE8646
 DE8646.The horizontal coordinates were determined by differentially corrected
 DE8646.hand held GPS observations or other comparable positioning techniques
 DE8646.and have an estimated accuracy of +/- 3 meters.
 DE8646
 DE8646.The orthometric height was determined by differential leveling and
 DE8646.adjusted by the NATIONAL GEODETIC SURVEY
 DE8646.in August 2004.
 DE8646
 DE8646.Significant digits in the geoid height do not necessarily reflect accuracy.
 DE8646.GEOID18 height accuracy estimate available here.
 DE8646
 DE8646.Click photographs - Photos may exist for this station.
 DE8646
 DE8646.The dynamic height is computed by dividing the NAVD 88
 DE8646.geopotential number by the normal gravity value computed on the
 DE8646.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE8646.degrees latitude (g = 980.6199 gals.).
 DE8646
 DE8646.The modeled gravity was interpolated from observed gravity values.
 DE8646
 DE8646;                    North         East    Units  Estimated Accuracy
 DE8646;SPC MN S     -   305,732.1     874,380.9     MT  (+/- 3 meters HH1 GPS) 
 DE8646
 DE8646_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK9533366035(NAD 83)
 DE8646
 DE8646                          SUPERSEDED SURVEY CONTROL
 DE8646
 DE8646.No superseded survey control is available for this station.
 DE8646
 DE8646_MARKER: DV = VERTICAL CONTROL DISK
 DE8646_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DE8646_SP_SET: BRIDGE WALKWAY
 DE8646_STAMPING: 1928 J 1998
 DE8646_MARK LOGO: MNDT
 DE8646_MAGNETIC: N = NO MAGNETIC MATERIAL
 DE8646_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DE8646_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DE8646+SATELLITE: SATELLITE OBSERVATIONS - August 10, 2023
 DE8646
 DE8646  HISTORY     - Date     Condition        Report By
 DE8646  HISTORY     - 1990     MONUMENTED       MNDT
 DE8646  HISTORY     - 19980202 GOOD             MNDT
 DE8646  HISTORY     - 20040918 GOOD             USPSQD
 DE8646  HISTORY     - 20051129 GOOD             USPSQD
 DE8646  HISTORY     - 20070703 GOOD             MNDT
 DE8646  HISTORY     - 20090318 GOOD             MNDT
 DE8646  HISTORY     - 20150408 GOOD             MNDT
 DE8646  HISTORY     - 20230810 GOOD             MNDT
 DE8646
 DE8646                          STATION DESCRIPTION
 DE8646
 DE8646'DESCRIBED BY MN DEPT OF TRANSP 1998 (DAS)
 DE8646'THE MARK WAS RECOVERED IN GOOD CONDITION.  THE MARK IS IN INVER GROVE
 DE8646'HEIGHTS, IN SIDEWALK AT SE COR OF 70TH ST EAST BRDG NO 19022 OVER TH
 DE8646'52, AT TH 52 MP 123.5, 33.4 FT (10.2 M) SOUTH OF EB CO RD 26, 11.2 FT
 DE8646'(3.4 M) WEST OF SE COR OF BRDG.  THE DISK WAS SET IN BRDG WHEN BUILT
 DE8646'IN 1990 THEN STAMPED IN 1998.
 DE8646
 DE8646                          STATION RECOVERY (2004)
 DE8646
 DE8646'RECOVERY NOTE BY US POWER SQUADRON 2004 (RT)
 DE8646'RECOVERED IN FAIR CONDITION DUE TO IT'S LOCATION, IN THE SIDEWALK.
 DE8646'MARK IS WHERE DESCRIPTION SAYS. SPSPS RT.
 DE8646
 DE8646                          STATION RECOVERY (2005)
 DE8646
 DE8646'RECOVERY NOTE BY US POWER SQUADRON 2005 (ATD)
 DE8646'RECOVERED IN GOOD CONDITION.
 DE8646
 DE8646                          STATION RECOVERY (2007)
 DE8646
 DE8646'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (PJG)
 DE8646'THE MARK IS LOCATED ABOUT 6.9 MI (11.1 KM) SOUTH-SOUTHEAST OF SAINT
 DE8646'PAUL, 3.3 MI (5.3 KM) WEST OF SAINT PAUL PARK AND 0.8 MI (1.3 KM) WEST
 DE8646'OF INVER GROVE HEIGHTS.
 DE8646'
 DE8646'TO REACH TO THE MARK IN INVER GROVE HEIGHTS, IN SIDEWALK AT SOUTHEAST
 DE8646'CORNER OF 70TH STREET EAST BRIDGE NUMBER 19022 OVER TRUNK HIGHWAY 52,
 DE8646'AT TRUNK HIGHWAY 52 MILE POINT 123.5, GO 33.4 FT (10.2 M) SOUTH OF
 DE8646'EASTBOUND COUNTY ROAD 26 11.2 FT (3.4 M) WEST OF THE SOUTHEAST CORNER
 DE8646'OF BRIDGE.
 DE8646
 DE8646                          STATION RECOVERY (2009)
 DE8646
 DE8646'RECOVERY NOTE BY MN DEPT OF TRANSP 2009 (DRB)
 DE8646'RECOVERED AS DESCRIBED.
 DE8646
 DE8646                          STATION RECOVERY (2015)
 DE8646
 DE8646'RECOVERY NOTE BY MN DEPT OF TRANSP 2015 (DAS)
 DE8646'RECOVERED AS DESCRIBED.
 DE8646
 DE8646                          STATION RECOVERY (2023)
 DE8646
 DE8646'RECOVERY NOTE BY MN DEPT OF TRANSP 2023 (MJS)
 DE8646'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DE8647 ***********************************************************************
 DE8647  DESIGNATION -  1928 K
 DE8647  PID         -  DE8647
 DE8647  STATE/COUNTY-  MN/DAKOTA
 DE8647  COUNTRY     -  US
 DE8647  USGS QUAD   -  INVER GROVE HEIGHTS (2019)
 DE8647
 DE8647                         *CURRENT SURVEY CONTROL
 DE8647  ______________________________________________________________________
 DE8647* NAD 83(1986) POSITION- 44 50 29.02   (N) 093 03 36.95   (W)   HD_HELD1
 DE8647* NAVD 88 ORTHO HEIGHT -   299.821 (meters)      983.66  (feet) ADJUSTED
 DE8647  ______________________________________________________________________
 DE8647  GEOID HEIGHT    -        -27.694 (meters)                     GEOID18
 DE8647  DYNAMIC HEIGHT  -        299.812 (meters)      983.63  (feet) COMP
 DE8647  MODELED GRAVITY -    980,577.9   (mgal)                       NAVD 88
 DE8647
 DE8647  VERT ORDER      -  SECOND    CLASS I
 DE8647
 DE8647.The horizontal coordinates were determined by differentially corrected
 DE8647.hand held GPS observations or other comparable positioning techniques
 DE8647.and have an estimated accuracy of +/- 3 meters.
 DE8647
 DE8647.The orthometric height was determined by differential leveling and
 DE8647.adjusted by the NATIONAL GEODETIC SURVEY
 DE8647.in August 2004.
 DE8647
 DE8647.Significant digits in the geoid height do not necessarily reflect accuracy.
 DE8647.GEOID18 height accuracy estimate available here.
 DE8647
 DE8647.Click photographs - Photos may exist for this station.
 DE8647
 DE8647.The dynamic height is computed by dividing the NAVD 88
 DE8647.geopotential number by the normal gravity value computed on the
 DE8647.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE8647.degrees latitude (g = 980.6199 gals.).
 DE8647
 DE8647.The modeled gravity was interpolated from observed gravity values.
 DE8647
 DE8647;                    North         East    Units  Estimated Accuracy
 DE8647;SPC MN S     -   305,028.9     874,293.2     MT  (+/- 3 meters HH1 GPS) 
 DE8647
 DE8647_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK9523765333(NAD 83)
 DE8647
 DE8647                          SUPERSEDED SURVEY CONTROL
 DE8647
 DE8647.No superseded survey control is available for this station.
 DE8647
 DE8647_MARKER: DV = VERTICAL CONTROL DISK
 DE8647_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DE8647_SP_SET: BRIDGE RAILING
 DE8647_STAMPING: 1928 K 1998
 DE8647_MARK LOGO: MNDT
 DE8647_MAGNETIC: N = NO MAGNETIC MATERIAL
 DE8647_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DE8647_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DE8647+SATELLITE: SATELLITE OBSERVATIONS - August 10, 2023
 DE8647
 DE8647  HISTORY     - Date     Condition        Report By
 DE8647  HISTORY     - 19910401 MONUMENTED       MNDT
 DE8647  HISTORY     - 19980202 GOOD             MNDT
 DE8647  HISTORY     - 20040918 GOOD             USPSQD
 DE8647  HISTORY     - 20051129 GOOD             USPSQD
 DE8647  HISTORY     - 20070703 GOOD             MNDT
 DE8647  HISTORY     - 20090318 GOOD             MNDT
 DE8647  HISTORY     - 20150408 GOOD             MNDT
 DE8647  HISTORY     - 20230810 GOOD             MNDT
 DE8647
 DE8647                          STATION DESCRIPTION
 DE8647
 DE8647'DESCRIBED BY MN DEPT OF TRANSP 1998 (DAS)
 DE8647'THE MARK WAS RECOVERED IN GOOD CONDITION.  THE MARK IS IN INVER GROVE
 DE8647'HEIGHTS, IN RAILING AT SW COR OF 75TH ST EAST BRIDGE NO 19085 OVER TH
 DE8647'52, AT TH 52 MP 123.05, 23.5 FT (7.2 M) SOUTH OF 75TH ST, 16.8 FT (5.1
 DE8647'M) EAST OF SW COR OF RAILING, PROJECTS 2.7 FT (0.8 M) ABOVE ROADWAY.
 DE8647'THE DISK WAS SET IN BRDG WHEN BUILT IN 1991 THEN STAMPED IN 1998.
 DE8647
 DE8647                          STATION RECOVERY (2004)
 DE8647
 DE8647'RECOVERY NOTE BY US POWER SQUADRON 2004 (RT)
 DE8647'RECOVERED AS DESCRIBED, IN FAIR CONDITION AS DISC HAS BEEN PAINTED
 DE8647'ALONG WITH THE BRIDGE. SPSPS RT.
 DE8647
 DE8647                          STATION RECOVERY (2005)
 DE8647
 DE8647'RECOVERY NOTE BY US POWER SQUADRON 2005 (ATD)
 DE8647'RECOVERED IN GOOD CONDITION.
 DE8647
 DE8647                          STATION RECOVERY (2007)
 DE8647
 DE8647'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (PJG)
 DE8647'THE MARK IS LOCATED ABOUT 7.3 MI (11.7 KM) SOUTH-SOUTHEAST OF SAINT
 DE8647'PAUL, 3.4 MI (5.5 KM) WEST OF SAINT PAUL PARK AND 1.0 MI (1.6 KM)
 DE8647'WEST-SOUTHWEST OF INVER GROVE HEIGHTS.  IN INVER GROVE HEIGHTS, IN
 DE8647'BRIDGE RAILING AT SOUTHWEST CORNER OF 75TH STREET EAST BRIDGE NUMBER
 DE8647'19085 OVER TRUNK HIGHWAY 52, AT TRUNK HIGHWAY 52 MILE POINT 123.05, GO
 DE8647'23.3 FT (7.1 M) SOUTH OF 75TH STREET EAST, 16.8 FT (5.1 M) EAST OF THE
 DE8647'SOUTHWEST CORNER OF BRIDGE RAILING, 2.7 FT (0.8 M) ABOVE ROADWAY.
 DE8647
 DE8647                          STATION RECOVERY (2009)
 DE8647
 DE8647'RECOVERY NOTE BY MN DEPT OF TRANSP 2009 (DRB)
 DE8647'RECOVERED AS DESCRIBED.
 DE8647
 DE8647                          STATION RECOVERY (2015)
 DE8647
 DE8647'RECOVERY NOTE BY MN DEPT OF TRANSP 2015 (DAS)
 DE8647'IN INVER GROVE HEIGHTS, IN BRIDGE RAILING IN SOUTHWEST CORNER OF 75TH
 DE8647'STREET EAST BRIDGE NUMBER 19085 OVER TRUNK HIGHWAY 52, AT TRUNK
 DE8647'HIGHWAY 52 MILE POINT 123.05, 23.3 FT (7.1 M) SOUTH OF 75TH STREET
 DE8647'EAST, 16.8 FT (5.1 M) EAST OF THE SOUTHWEST CORNER OF BRIDGE RAILING.
 DE8647
 DE8647                          STATION RECOVERY (2023)
 DE8647
 DE8647'RECOVERY NOTE BY MN DEPT OF TRANSP 2023 (MJS)
 DE8647'THE DISK WAS SET IN THE BRIDGE WHEN BUILT IN 1991 THEN STAMPED WHEN
 DE8647'USED IN 1998.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DE8648 ***********************************************************************
 DE8648  DESIGNATION -  1928 L
 DE8648  PID         -  DE8648
 DE8648  STATE/COUNTY-  MN/DAKOTA
 DE8648  COUNTRY     -  US
 DE8648  USGS QUAD   -  INVER GROVE HEIGHTS (2019)
 DE8648
 DE8648                         *CURRENT SURVEY CONTROL
 DE8648  ______________________________________________________________________
 DE8648* NAD 83(1986) POSITION- 44 50 29.08   (N) 093 03 32.49   (W)   HD_HELD1
 DE8648* NAVD 88 ORTHO HEIGHT -   301.134 (meters)      987.97  (feet) ADJUSTED
 DE8648  ______________________________________________________________________
 DE8648  GEOID HEIGHT    -        -27.698 (meters)                     GEOID18
 DE8648  DYNAMIC HEIGHT  -        301.125 (meters)      987.94  (feet) COMP
 DE8648  MODELED GRAVITY -    980,577.9   (mgal)                       NAVD 88
 DE8648
 DE8648  VERT ORDER      -  SECOND    CLASS I
 DE8648
 DE8648.The horizontal coordinates were determined by differentially corrected
 DE8648.hand held GPS observations or other comparable positioning techniques
 DE8648.and have an estimated accuracy of +/- 3 meters.
 DE8648
 DE8648.The orthometric height was determined by differential leveling and
 DE8648.adjusted by the NATIONAL GEODETIC SURVEY
 DE8648.in August 2004.
 DE8648
 DE8648.Significant digits in the geoid height do not necessarily reflect accuracy.
 DE8648.GEOID18 height accuracy estimate available here.
 DE8648
 DE8648.Click photographs - Photos may exist for this station.
 DE8648
 DE8648.The dynamic height is computed by dividing the NAVD 88
 DE8648.geopotential number by the normal gravity value computed on the
 DE8648.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE8648.degrees latitude (g = 980.6199 gals.).
 DE8648
 DE8648.The modeled gravity was interpolated from observed gravity values.
 DE8648
 DE8648;                    North         East    Units  Estimated Accuracy
 DE8648;SPC MN S     -   305,031.8     874,391.1     MT  (+/- 3 meters HH1 GPS) 
 DE8648
 DE8648_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK9533565335(NAD 83)
 DE8648
 DE8648                          SUPERSEDED SURVEY CONTROL
 DE8648
 DE8648.No superseded survey control is available for this station.
 DE8648
 DE8648_MARKER: DV = VERTICAL CONTROL DISK
 DE8648_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DE8648_SP_SET: BRIDGE RAILING
 DE8648_STAMPING: 1928 L 1998
 DE8648_MARK LOGO: MNDT
 DE8648_MAGNETIC: N = NO MAGNETIC MATERIAL
 DE8648_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DE8648_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DE8648+SATELLITE: SATELLITE OBSERVATIONS - August 10, 2023
 DE8648
 DE8648  HISTORY     - Date     Condition        Report By
 DE8648  HISTORY     - 19910401 MONUMENTED       MNDT
 DE8648  HISTORY     - 19980202 GOOD             MNDT
 DE8648  HISTORY     - 20040918 GOOD             USPSQD
 DE8648  HISTORY     - 20051129 GOOD             USPSQD
 DE8648  HISTORY     - 20070703 GOOD             MNDT
 DE8648  HISTORY     - 20090318 GOOD             MNDT
 DE8648  HISTORY     - 20150408 GOOD             MNDT
 DE8648  HISTORY     - 20230810 GOOD             MNDT
 DE8648
 DE8648                          STATION DESCRIPTION
 DE8648
 DE8648'DESCRIBED BY MN DEPT OF TRANSP 1998 (DAS)
 DE8648'THE MARK WAS RECOVERED IN GOOD CONDITION.  THE MARK IS IN INVER GROVE
 DE8648'HEIGHTS, IN RAILING AT SE COR OF 75TH ST EAST BRIDGE NO 19085 OVER TH
 DE8648'52, AT TH 52 MP 123.05, 23.6 FT (7.2 M) SOUTH OF 75TH ST, 16.8 FT (5.1
 DE8648'M) WEST OF SE COR OF RAILING, PROJECTS 2.7 FT (0.8 M) ABOVE ROADWAY.
 DE8648'THE DISK WAS SET IN BRDG WHEN BUILT IN 1991 THEN STAMPED IN 1998.
 DE8648
 DE8648                          STATION RECOVERY (2004)
 DE8648
 DE8648'RECOVERY NOTE BY US POWER SQUADRON 2004 (RT)
 DE8648'RECOVERED AS DESCRIBED IN FAIR CONDITION, DISC HAS BEEN PAINTED WITH
 DE8648'THE BRIDGE. SPSPS RT.
 DE8648
 DE8648                          STATION RECOVERY (2005)
 DE8648
 DE8648'RECOVERY NOTE BY US POWER SQUADRON 2005 (ATD)
 DE8648'RECOVERED IN GOOD CONDITION.
 DE8648
 DE8648                          STATION RECOVERY (2007)
 DE8648
 DE8648'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (PJG)
 DE8648'THE MARK IS LOCATED ABOUT 7.3 MI (11.7 KM) SOUTH-SOUTHEAST OF SAINT
 DE8648'PAUL, 3.3 MI (5.3 KM) WEST OF SAINT PAUL PARK AND 0.9 MI (1.4 KM)
 DE8648'WEST-SOUTHWEST OF INVER GROVE HEIGHTS.
 DE8648'
 DE8648'TO REACH TO THE MARK IN INVER GROVE HEIGHTS, IN BRIDGE RAILING AT
 DE8648'SOUTHEAST CORNER OF 75TH STREET EAST BRIDGE NUMBER 19085 OVER TRUNK
 DE8648'HIGHWAY 52, AT TRUNK HIGHWAY 52 MILE POINT 123.05, 23.6 FT (7.2 M)
 DE8648'SOUTH OF 75TH STREET EAST, GO 16.8 FT (5.1 M) WEST OF THE SOUTHEAST
 DE8648'CORNER OF RAILING.
 DE8648
 DE8648                          STATION RECOVERY (2009)
 DE8648
 DE8648'RECOVERY NOTE BY MN DEPT OF TRANSP 2009 (DRB)
 DE8648'RECOVERED AS DESCRIBED.
 DE8648
 DE8648                          STATION RECOVERY (2015)
 DE8648
 DE8648'RECOVERY NOTE BY MN DEPT OF TRANSP 2015 (DAS)
 DE8648'IN INVER GROVE HEIGHTS, IN BRIDGE RAILING IN SOUTHEAST CORNER OF 75TH
 DE8648'STREET EAST BRIDGE NUMBER 19085 OVER TRUNK HIGHWAY 52, AT TRUNK
 DE8648'HIGHWAY 52 MILE POINT 123.05, 23.6 FT (7.2 M) SOUTH OF 75TH STREET
 DE8648'EAST, 16.8 FT (5.1 M) WEST OF THE SOUTHEAST CORNER OF BRIDGE RAILING.
 DE8648
 DE8648                          STATION RECOVERY (2023)
 DE8648
 DE8648'RECOVERY NOTE BY MN DEPT OF TRANSP 2023 (MJS)
 DE8648'THE DISK WAS SET IN THE BRIDGE WHEN BUILT IN 1991 THEN STAMPED WHEN
 DE8648'USED IN 1998.  THE SURVEY MARK HAS BEEN DEEMED UNSAFE DUE TO FALL RISK
 DE8648'AND HAS BEEN ABANDONED FOR MNDOT GEODETIC USE.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DE8649 ***********************************************************************
 DE8649  DESIGNATION -  1928 M
 DE8649  PID         -  DE8649
 DE8649  STATE/COUNTY-  MN/DAKOTA
 DE8649  COUNTRY     -  US
 DE8649  USGS QUAD   -  INVER GROVE HEIGHTS (2019)
 DE8649
 DE8649                         *CURRENT SURVEY CONTROL
 DE8649  ______________________________________________________________________
 DE8649* NAD 83(1986) POSITION- 44 49 59.70   (N) 093 03 36.92   (W)   HD_HELD1
 DE8649* NAVD 88 ORTHO HEIGHT -   289.774 (meters)      950.70  (feet) ADJUSTED
 DE8649  ______________________________________________________________________
 DE8649  GEOID HEIGHT    -        -27.718 (meters)                     GEOID18
 DE8649  DYNAMIC HEIGHT  -        289.765 (meters)      950.67  (feet) COMP
 DE8649  MODELED GRAVITY -    980,575.4   (mgal)                       NAVD 88
 DE8649
 DE8649  VERT ORDER      -  SECOND    CLASS I
 DE8649
 DE8649.The horizontal coordinates were determined by differentially corrected
 DE8649.hand held GPS observations or other comparable positioning techniques
 DE8649.and have an estimated accuracy of +/- 3 meters.
 DE8649
 DE8649.The orthometric height was determined by differential leveling and
 DE8649.adjusted by the NATIONAL GEODETIC SURVEY
 DE8649.in August 2004.
 DE8649
 DE8649.Significant digits in the geoid height do not necessarily reflect accuracy.
 DE8649.GEOID18 height accuracy estimate available here.
 DE8649
 DE8649.Click photographs - Photos may exist for this station.
 DE8649
 DE8649.The dynamic height is computed by dividing the NAVD 88
 DE8649.geopotential number by the normal gravity value computed on the
 DE8649.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE8649.degrees latitude (g = 980.6199 gals.).
 DE8649
 DE8649.The modeled gravity was interpolated from observed gravity values.
 DE8649
 DE8649;                    North         East    Units  Estimated Accuracy
 DE8649;SPC MN S     -   304,123.9     874,304.3     MT  (+/- 3 meters HH1 GPS) 
 DE8649
 DE8649_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK9523764428(NAD 83)
 DE8649
 DE8649                          SUPERSEDED SURVEY CONTROL
 DE8649
 DE8649.No superseded survey control is available for this station.
 DE8649
 DE8649_MARKER: DV = VERTICAL CONTROL DISK
 DE8649_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DE8649_SP_SET: BRIDGE ABUTMENT
 DE8649_STAMPING: 1928 M 1998
 DE8649_MARK LOGO: MNDT
 DE8649_MAGNETIC: N = NO MAGNETIC MATERIAL
 DE8649_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DE8649_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DE8649+SATELLITE: SATELLITE OBSERVATIONS - August 10, 2023
 DE8649
 DE8649  HISTORY     - Date     Condition        Report By
 DE8649  HISTORY     - 1991     MONUMENTED       MNDT
 DE8649  HISTORY     - 19980202 GOOD             MNDT
 DE8649  HISTORY     - 20040918 GOOD             USPSQD
 DE8649  HISTORY     - 20051129 GOOD             USPSQD
 DE8649  HISTORY     - 20070703 GOOD             MNDT
 DE8649  HISTORY     - 20090319 GOOD             MNDT
 DE8649  HISTORY     - 20150408 GOOD             MNDT
 DE8649  HISTORY     - 20230810 GOOD             MNDT
 DE8649
 DE8649                          STATION DESCRIPTION
 DE8649
 DE8649'DESCRIBED BY MN DEPT OF TRANSP 1998 (DAS)
 DE8649'THE MARK WAS RECOVERED IN GOOD CONDITION.  THE MARK IS IN INVER GROVE
 DE8649'HEIGHTS, IN ABUT AT SW COR OF 80TH ST EAST BRIDGE NO 19041 OVER TH 52,
 DE8649'AT TH 52 MP 122.5, 34.2 FT (10.4 M) SOUTH OF CO RD 28 (80TH ST E) EB,
 DE8649'1 FT (0.3 M) SOUTH OF FENCE.  THE DISK WAS SET IN BRDG WHEN BUILT IN
 DE8649'1991 THEN STAMPED IN 1998.
 DE8649
 DE8649                          STATION RECOVERY (2004)
 DE8649
 DE8649'RECOVERY NOTE BY US POWER SQUADRON 2004 (RT)
 DE8649'RECOVERED AS DESCRIBED, BUT IN FAIR CONDITION AS THE DISC HAS BEEN
 DE8649'PAINTED ALONG WITH THE BRIDGE. SPSPS RT.
 DE8649
 DE8649                          STATION RECOVERY (2005)
 DE8649
 DE8649'RECOVERY NOTE BY US POWER SQUADRON 2005 (ATD)
 DE8649'RECOVERED IN GOOD CONDITION.
 DE8649
 DE8649                          STATION RECOVERY (2007)
 DE8649
 DE8649'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (PJG)
 DE8649'THE MARK IS LOCATED ABOUT 7.9 MI (12.7 KM) SOUTH-SOUTHEAST OF SAINT
 DE8649'PAUL, 3.4 MI (5.5 KM) WEST OF SAINT PAUL PARK AND 1.3 MI (2.1 KM)
 DE8649'SOUTHWEST OF INVER GROVE HEIGHTS.
 DE8649'
 DE8649'TO REACH TO THE MARK IN INVER GROVE HEIGHTS, IN ABUTMENT AT SOUTHWEST
 DE8649'CORNER OF 80TH STREET EAST BRIDGE NUMBER 19041 OVER TRUNK HIGHWAY 52,
 DE8649'AT TRUNK HIGHWAY 52 MILE POINT 122.5, GO 34.2 FT (10.4 M) SOUTH OF
 DE8649'80TH STREET EAST (EAST-BOUND COUNTY ROAD 28), 1.0 FT (0.3 M) SOUTH OF
 DE8649'A FENCE.
 DE8649
 DE8649                          STATION RECOVERY (2009)
 DE8649
 DE8649'RECOVERY NOTE BY MN DEPT OF TRANSP 2009 (DRB)
 DE8649'RECOVERED AS DESCRIBED.
 DE8649
 DE8649                          STATION RECOVERY (2015)
 DE8649
 DE8649'RECOVERY NOTE BY MN DEPT OF TRANSP 2015 (DAS)
 DE8649'RECOVERED AS DESCRIBED.
 DE8649
 DE8649                          STATION RECOVERY (2023)
 DE8649
 DE8649'RECOVERY NOTE BY MN DEPT OF TRANSP 2023 (MJS)
 DE8649'THE SURVEY MARK HAS BEEN DEEMED UNSAFE DUE TO FALL RISK AND HAS BEEN
 DE8649'ABANDONED FOR MNDOT GEODETIC USE.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DE8650 ***********************************************************************
 DE8650  DESIGNATION -  1928 N
 DE8650  PID         -  DE8650
 DE8650  STATE/COUNTY-  MN/DAKOTA
 DE8650  COUNTRY     -  US
 DE8650  USGS QUAD   -  INVER GROVE HEIGHTS (2019)
 DE8650
 DE8650                         *CURRENT SURVEY CONTROL
 DE8650  ______________________________________________________________________
 DE8650* NAD 83(1986) POSITION- 44 49 59.77   (N) 093 03 32.30   (W)   HD_HELD1
 DE8650* NAVD 88 ORTHO HEIGHT -   290.079 (meters)      951.70  (feet) ADJUSTED
 DE8650  ______________________________________________________________________
 DE8650  GEOID HEIGHT    -        -27.723 (meters)                     GEOID18
 DE8650  DYNAMIC HEIGHT  -        290.069 (meters)      951.67  (feet) COMP
 DE8650  MODELED GRAVITY -    980,575.5   (mgal)                       NAVD 88
 DE8650
 DE8650  VERT ORDER      -  SECOND    CLASS I
 DE8650
 DE8650.The horizontal coordinates were determined by differentially corrected
 DE8650.hand held GPS observations or other comparable positioning techniques
 DE8650.and have an estimated accuracy of +/- 3 meters.
 DE8650
 DE8650.The orthometric height was determined by differential leveling and
 DE8650.adjusted by the NATIONAL GEODETIC SURVEY
 DE8650.in August 2013.
 DE8650
 DE8650.Significant digits in the geoid height do not necessarily reflect accuracy.
 DE8650.GEOID18 height accuracy estimate available here.
 DE8650
 DE8650.Click photographs - Photos may exist for this station.
 DE8650
 DE8650.The dynamic height is computed by dividing the NAVD 88
 DE8650.geopotential number by the normal gravity value computed on the
 DE8650.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE8650.degrees latitude (g = 980.6199 gals.).
 DE8650
 DE8650.The modeled gravity was interpolated from observed gravity values.
 DE8650
 DE8650;                    North         East    Units  Estimated Accuracy
 DE8650;SPC MN S     -   304,127.2     874,405.7     MT  (+/- 3 meters HH1 GPS) 
 DE8650
 DE8650_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK9533864430(NAD 83)
 DE8650
 DE8650                          SUPERSEDED SURVEY CONTROL
 DE8650
 DE8650  NAVD 88 (08/10/04)  290.080  (m)          951.70   (f) SUPERSEDED  2 1
 DE8650
 DE8650.Superseded values are not recommended for survey control.
 DE8650
 DE8650.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE8650.See file dsdata.pdf to determine how the superseded data were derived.
 DE8650
 DE8650_MARKER: DR = REFERENCE MARK DISK
 DE8650_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DE8650_SP_SET: BRIDGE ABUTMENT
 DE8650_STAMPING: 1928 N 1998
 DE8650_MARK LOGO: MNDT
 DE8650_MAGNETIC: N = NO MAGNETIC MATERIAL
 DE8650_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DE8650_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DE8650+SATELLITE: SATELLITE OBSERVATIONS - August 10, 2023
 DE8650
 DE8650  HISTORY     - Date     Condition        Report By
 DE8650  HISTORY     - 1991     MONUMENTED       MNDT
 DE8650  HISTORY     - 19980202 GOOD             MNDT
 DE8650  HISTORY     - 20040918 GOOD             USPSQD
 DE8650  HISTORY     - 20051129 GOOD             USPSQD
 DE8650  HISTORY     - 20070703 GOOD             MNDT
 DE8650  HISTORY     - 20090318 GOOD             MNDT
 DE8650  HISTORY     - 20150408 GOOD             MNDT
 DE8650  HISTORY     - 20230810 GOOD             MNDT
 DE8650
 DE8650                          STATION DESCRIPTION
 DE8650
 DE8650'DESCRIBED BY MN DEPT OF TRANSP 1998 (DAS)
 DE8650'THE MARK WAS RECOVERED IN GOOD CONDITION.  THE MARK IS IN INVER GROVE
 DE8650'HEIGHTS, IN ABUT AT SE COR OF 80TH ST EAST BRIDGE NO 19041 OVER TH 52,
 DE8650'AT TH 52 MP 122.5, 33.0 FT (10.1 M) SOUTH OF CO RD 28 (80TH ST E) EB,
 DE8650'1.0 FT (0.3 M) SOUTH OF FENCE.  DISK WAS SET IN BRDG WHEN BUILT IN
 DE8650'1991 THEN STAMPED IN 1998.
 DE8650
 DE8650                          STATION RECOVERY (2004)
 DE8650
 DE8650'RECOVERY NOTE BY US POWER SQUADRON 2004 (RT)
 DE8650'RECOVERED AS DESCRIBED, BUT IN FAIR CONDITION AS THE DISC HAS BEEN
 DE8650'PAINTED ALONG WITH THE BRIDGE. SPSPS RT.
 DE8650
 DE8650                          STATION RECOVERY (2005)
 DE8650
 DE8650'RECOVERY NOTE BY US POWER SQUADRON 2005 (ATD)
 DE8650'RECOVERED IN GOOD CONDITION.
 DE8650
 DE8650                          STATION RECOVERY (2007)
 DE8650
 DE8650'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (PJG)
 DE8650'THE MARK IS LOCATED ABOUT 7.9 MI (12.7 KM) SOUTH-SOUTHEAST OF SAINT
 DE8650'PAUL, 3.4 MI (5.5 KM) WEST OF SAINT PAUL PARK AND 1.3 MI (2.1 KM)
 DE8650'SOUTHWEST OF INVER GROVE HEIGHTS.
 DE8650'
 DE8650'TO REACH TO THE MARK IN INVER GROVE HEIGHTS, IN ABUTMENT AT SOUTHEAST
 DE8650'CORNER OF BRIDGE NUMBER 19041 AT TRUNK HIGHWAY 52 MILE POINT 122.5, GO
 DE8650'33.0 FT (10.1 M) SOUTH OF 80TH STREET EAST (EAST-BOUND COUNTY ROAD
 DE8650'28), 1.0 FT (0.3 M) SOUTH OF A FENCE.
 DE8650
 DE8650                          STATION RECOVERY (2009)
 DE8650
 DE8650'RECOVERY NOTE BY MN DEPT OF TRANSP 2009 (DRB)
 DE8650'RECOVERED AS DESCRIBED.
 DE8650
 DE8650                          STATION RECOVERY (2015)
 DE8650
 DE8650'RECOVERY NOTE BY MN DEPT OF TRANSP 2015 (DAS)
 DE8650'RECOVERED AS DESCRIBED.
 DE8650
 DE8650                          STATION RECOVERY (2023)
 DE8650
 DE8650'RECOVERY NOTE BY MN DEPT OF TRANSP 2023 (MJS)
 DE8650'THE SURVEY MARK HAS BEEN DEEMED UNSAFE DUE TO FALL RISK AND HAS BEEN
 DE8650'ABANDONED FOR MNDOT GEODETIC USE.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DL5951 ***********************************************************************
 DL5951  DESIGNATION -  1928 P
 DL5951  PID         -  DL5951
 DL5951  STATE/COUNTY-  MN/DAKOTA
 DL5951  COUNTRY     -  US
 DL5951  USGS QUAD   -  SAINT PAUL EAST (2019)
 DL5951
 DL5951                         *CURRENT SURVEY CONTROL
 DL5951  ______________________________________________________________________
 DL5951* NAD 83(2011) POSITION- 44 53 35.38315(N) 093 03 58.82597(W)   ADJUSTED
 DL5951* NAD 83(2011) ELLIP HT-   258.734 (meters)        (06/27/12)   ADJUSTED
 DL5951* NAD 83(2011) EPOCH   -  2010.00
 DL5951* NAVD 88 ORTHO HEIGHT -   286.286 (meters)      939.26  (feet) ADJUSTED
 DL5951  ______________________________________________________________________
 DL5951  GEOID HEIGHT    -        -27.551 (meters)                     GEOID18
 DL5951  NAD 83(2011) X  -   -242,114.330 (meters)                     COMP
 DL5951  NAD 83(2011) Y  - -4,519,681.557 (meters)                     COMP
 DL5951  NAD 83(2011) Z  -  4,479,127.728 (meters)                     COMP
 DL5951  LAPLACE CORR    -         -7.95  (seconds)                    DEFLEC18
 DL5951  DYNAMIC HEIGHT  -        286.280 (meters)      939.24  (feet) COMP
 DL5951  MODELED GRAVITY -    980,588.6   (mgal)                       NAVD 88
 DL5951
 DL5951  VERT ORDER      -  SECOND    CLASS I
 DL5951
 DL5951  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DL5951  Standards:
 DL5951         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DL5951            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DL5951  -------------------------------------------------------------------
 DL5951  NETWORK    0.26   0.37           0.12   0.09   0.19     -0.08615040
 DL5951  -------------------------------------------------------------------
 DL5951  Click here for local accuracies and other accuracy information.
 DL5951
 DL5951.The horizontal coordinates were established by GPS observations
 DL5951.and adjusted by the National Geodetic Survey in June 2012.
 DL5951
 DL5951.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DL5951.been affixed to the stable North American tectonic plate. See 
 DL5951.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DL5951
 DL5951.The horizontal coordinates are valid at the epoch date displayed above
 DL5951.which is a decimal equivalence of Year/Month/Day.
 DL5951
 DL5951.The orthometric height was determined by differential leveling and
 DL5951.adjusted by the NATIONAL GEODETIC SURVEY
 DL5951.in August 2013.
 DL5951
 DL5951.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL5951.GEOID18 height accuracy estimate available here.
 DL5951
 DL5951.Click photographs - Photos may exist for this station.
 DL5951
 DL5951.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DL5951
 DL5951.The Laplace correction was computed from DEFLEC18 derived deflections.
 DL5951
 DL5951.The ellipsoidal height was determined by GPS observations
 DL5951.and is referenced to NAD 83.
 DL5951
 DL5951.The dynamic height is computed by dividing the NAVD 88
 DL5951.geopotential number by the normal gravity value computed on the
 DL5951.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL5951.degrees latitude (g = 980.6199 gals.).
 DL5951
 DL5951.The modeled gravity was interpolated from observed gravity values.
 DL5951
 DL5951. The following values were computed from the NAD 83(2011) position.
 DL5951
 DL5951;                    North         East     Units Scale Factor Converg.
 DL5951;SPC MN S     -   310,775.526   873,747.141   MT  0.99994538   +0 39 15.9
 DL5951;SPC MN S     - 1,019,602.70  2,866,618.75   sFT  0.99994538   +0 39 15.9
 DL5951;UTM  15      - 4,971,084.303   494,761.642   MT  0.99960034   -0 02 48.6
 DL5951
 DL5951!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DL5951!SPC MN S     -   0.99995944  x   0.99994538  =   0.99990482
 DL5951!UTM  15      -   0.99995944  x   0.99960034  =   0.99955979
 DL5951
 DL5951:                Primary Azimuth Mark                     Grid Az
 DL5951:SPC MN S     -  WORTH                                    359 52 39.0
 DL5951:UTM  15      -  WORTH                                    000 34 43.5
 DL5951
 DL5951_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK9476171084(NAD 83)
 DL5951
 DL5951|---------------------------------------------------------------------|
 DL5951| PID    Reference Object                     Distance      Geod. Az  |
 DL5951|                                                           dddmmss.s |
 DL5951| AC5080 WORTH                               APPROX. 0.5 KM 0003154.9 |
 DL5951| DL5952 1928 Q                              APPROX. 1.2 KM 0051626.3 |
 DL5951|---------------------------------------------------------------------|
 DL5951
 DL5951                          SUPERSEDED SURVEY CONTROL
 DL5951
 DL5951  NAD 83(2007)-  44 53 35.38303(N)    093 03 58.82681(W) AD(2002.00) 1
 DL5951  ELLIP H (10/16/09)  258.770  (m)                       GP(2002.00) 3 1
 DL5951  NAVD 88             286.29   (m)          939.3    (f) LEVELING    3  
 DL5951
 DL5951.Superseded values are not recommended for survey control.
 DL5951
 DL5951.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL5951.See file dsdata.pdf to determine how the superseded data were derived.
 DL5951
 DL5951_MARKER: I = METAL ROD
 DL5951_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DL5951_STAMPING: 1928 P 2009
 DL5951_MARK LOGO: MNDT
 DL5951_PROJECTION: RECESSED 3 CENTIMETERS
 DL5951_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DL5951_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL5951_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL5951+SATELLITE: SATELLITE OBSERVATIONS - April 15, 2020
 DL5951_ROD/PIPE-DEPTH: 9.1 meters
 DL5951
 DL5951  HISTORY     - Date     Condition        Report By
 DL5951  HISTORY     - 20090413 MONUMENTED       MNDT
 DL5951  HISTORY     - 2009     GOOD             MNDT
 DL5951  HISTORY     - 20140618 GOOD             MNDT
 DL5951  HISTORY     - 20150413 GOOD             MNDT
 DL5951  HISTORY     - 20200415 GOOD             MNDT
 DL5951
 DL5951                          STATION DESCRIPTION
 DL5951
 DL5951'DESCRIBED BY MN DEPT OF TRANSP 2009
 DL5951'IN WEST ST PAUL, 1.35 MILES SOUTH ALONG TRUNK HIGHWAY 52 FROM JUNCTION
 DL5951'OF TRUNK HIGHWAY 52 AND BUTLER AVENUE, AT TRUNK HIGHWAY 52 MILEPOINT
 DL5951'126.70, 29.8 FEET EAST OF SOUTHBOUND TRUNK HIGHWAY 52, 34.1 FEET WEST
 DL5951'OF NORTHBOUND TRUNK HIGHWAY 52, 44.8 FEET SOUTH OF A CROSS OVER, 1.4
 DL5951'NORTH OF WITNESS POST.
 DL5951
 DL5951                          STATION RECOVERY (2009)
 DL5951
 DL5951'RECOVERY NOTE BY MN DEPT OF TRANSP 2009 (KMS)
 DL5951'THE MARK IS IN WEST ST PAUL.
 DL5951'
 DL5951'TO REACH THE MARK GO 1.35 MI (2.2 KM) SOUTH ALONG TRUNK HIGHWAY 52
 DL5951'FROM THE JUNCTION OF TRUNK HIGHWAY 52 AND BUTLER AVENUE, AT TRUNK
 DL5951'HIGHWAY 52 MILE POINT 126.70.
 DL5951'
 DL5951'IT IS 29.8 FT (9.1 M) EAST OF SOUTHBOUND TRUNK HIGHWAY 52, 34.1 FT
 DL5951'(10.4 M) WEST OF NORTHBOUND TRUNK HIGHWAY 52, 44.8 FT (13.7 M) SOUTH
 DL5951'OF A CROSS OVER, 1.4 NORTH OF A WITNESS POST.
 DL5951'
 DL5951'NOTE - THE STATION MARK CONSISTS OF A 3/4 INCH (19 MM) DIAMETER
 DL5951'ALUMINUM ROD DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL MARK
 DL5951'REMOVABLE DISK SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY
 DL5951'A SIX-INCH PVC PIPE BACKFILLED WITH WASHED SAND.
 DL5951
 DL5951                          STATION RECOVERY (2014)
 DL5951
 DL5951'RECOVERY NOTE BY MN DEPT OF TRANSP 2014 (DAS)
 DL5951'THE STATION IS LOCATED ABOUT 5.1 MI (8.2 KM) NORTHWEST OF SAINT PAUL
 DL5951'PARK, 3.8 MI (6.1 KM) SOUTH-SOUTHEAST OF SAINT PAUL AND 3.3 MI (5.3
 DL5951'KM) NORTH-NORTHWEST OF INVER GROVE HEIGHTS.
 DL5951'
 DL5951'TO REACH THE MARK GO 1.35 MI (2.2 KM) SOUTH ALONG TRUNK HIGHWAY 52
 DL5951'FROM THE JUNCTION OF TRUNK HIGHWAY 52 AND BUTLER AVENUE, AT TRUNK
 DL5951'HIGHWAY 52 MILE POINT 126.70.
 DL5951'
 DL5951'THE MARK IS LOCATED 29.8 FT (9.1 M) EAST OF SOUTHBOUND TRUNK HIGHWAY
 DL5951'52, 34.1 FT (10.4 M) WEST OF NORTHBOUND TRUNK HIGHWAY 52, 44.8 FT
 DL5951'(13.7 M) SOUTH OF A CROSS OVER, 1.4 NORTH OF A WITNESS POST.
 DL5951'
 DL5951'NOTE - THE STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM
 DL5951'ROD DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION REMOVABLE
 DL5951'DISK SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH
 DL5951'PVC PIPE BACK FILLED WITH WASHED SAND.
 DL5951
 DL5951                          STATION RECOVERY (2015)
 DL5951
 DL5951'RECOVERY NOTE BY MN DEPT OF TRANSP 2015 (DAS)
 DL5951'IN WEST ST. PAUL, 1.35 MI (2.2 KM) SOUTH ALONG TRUNK HIGHWAY 52  FROM
 DL5951'THE JUNCTION OF TRUNK HIGHWAY 52 AND BUTLER AVENUE, AT TRUNK HIGHWAY
 DL5951'52 MILE POINT 126.70, 29.8 FT (9.1 M) EAST OF SOUTHBOUND TRUNK HIGHWAY
 DL5951'52, 34.1 FT (10.4 M) WEST OF NORTHBOUND TRUNK HIGHWAY 52, 1.4 NORTH OF
 DL5951'A WITNESS POST.
 DL5951
 DL5951                          STATION RECOVERY (2020)
 DL5951
 DL5951'RECOVERY NOTE BY MN DEPT OF TRANSP 2020 (SEL)
 DL5951'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DL5952 ***********************************************************************
 DL5952  DESIGNATION -  1928 Q
 DL5952  PID         -  DL5952
 DL5952  STATE/COUNTY-  MN/DAKOTA
 DL5952  COUNTRY     -  US
 DL5952  USGS QUAD   -  SAINT PAUL EAST (2019)
 DL5952
 DL5952                         *CURRENT SURVEY CONTROL
 DL5952  ______________________________________________________________________
 DL5952* NAD 83(2011) POSITION- 44 54 14.98386(N) 093 03 53.68233(W)   ADJUSTED
 DL5952* NAD 83(2011) ELLIP HT-   251.439 (meters)        (06/27/12)   ADJUSTED
 DL5952* NAD 83(2011) EPOCH   -  2010.00
 DL5952* NAVD 88 ORTHO HEIGHT -   278.973 (meters)      915.26  (feet) ADJUSTED
 DL5952  ______________________________________________________________________
 DL5952  GEOID HEIGHT    -        -27.537 (meters)                     GEOID18
 DL5952  NAD 83(2011) X  -   -241,955.209 (meters)                     COMP
 DL5952  NAD 83(2011) Y  - -4,518,820.761 (meters)                     COMP
 DL5952  NAD 83(2011) Z  -  4,479,988.543 (meters)                     COMP
 DL5952  LAPLACE CORR    -         -7.91  (seconds)                    DEFLEC18
 DL5952  DYNAMIC HEIGHT  -        278.967 (meters)      915.24  (feet) COMP
 DL5952  MODELED GRAVITY -    980,589.7   (mgal)                       NAVD 88
 DL5952
 DL5952  VERT ORDER      -  SECOND    CLASS I
 DL5952
 DL5952  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DL5952  Standards:
 DL5952         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DL5952            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DL5952  -------------------------------------------------------------------
 DL5952  NETWORK    0.33   0.43           0.15   0.11   0.22     -0.00057230
 DL5952  -------------------------------------------------------------------
 DL5952  Click here for local accuracies and other accuracy information.
 DL5952
 DL5952.The horizontal coordinates were established by GPS observations
 DL5952.and adjusted by the National Geodetic Survey in June 2012.
 DL5952
 DL5952.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DL5952.been affixed to the stable North American tectonic plate. See 
 DL5952.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DL5952
 DL5952.The horizontal coordinates are valid at the epoch date displayed above
 DL5952.which is a decimal equivalence of Year/Month/Day.
 DL5952
 DL5952.The orthometric height was determined by differential leveling and
 DL5952.adjusted by the NATIONAL GEODETIC SURVEY
 DL5952.in August 2013.
 DL5952
 DL5952.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL5952.GEOID18 height accuracy estimate available here.
 DL5952
 DL5952.Click photographs - Photos may exist for this station.
 DL5952
 DL5952.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DL5952
 DL5952.The Laplace correction was computed from DEFLEC18 derived deflections.
 DL5952
 DL5952.The ellipsoidal height was determined by GPS observations
 DL5952.and is referenced to NAD 83.
 DL5952
 DL5952.The dynamic height is computed by dividing the NAVD 88
 DL5952.geopotential number by the normal gravity value computed on the
 DL5952.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL5952.degrees latitude (g = 980.6199 gals.).
 DL5952
 DL5952.The modeled gravity was interpolated from observed gravity values.
 DL5952
 DL5952. The following values were computed from the NAD 83(2011) position.
 DL5952
 DL5952;                    North         East     Units Scale Factor Converg.
 DL5952;SPC MN S     -   311,999.119   873,846.009   MT  0.99994671   +0 39 19.5
 DL5952;SPC MN S     - 1,023,617.11  2,866,943.11   sFT  0.99994671   +0 39 19.5
 DL5952;UTM  15      - 4,972,306.172   494,875.439   MT  0.99960032   -0 02 45.0
 DL5952
 DL5952!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DL5952!SPC MN S     -   0.99996058  x   0.99994671  =   0.99990729
 DL5952!UTM  15      -   0.99996058  x   0.99960032  =   0.99956091
 DL5952
 DL5952:                Primary Azimuth Mark                     Grid Az
 DL5952:SPC MN S     -  1928 P                                   184 37 10.4
 DL5952:UTM  15      -  1928 P                                   185 19 14.9
 DL5952
 DL5952_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK9487572306(NAD 83)
 DL5952
 DL5952|---------------------------------------------------------------------|
 DL5952| PID    Reference Object                     Distance      Geod. Az  |
 DL5952|                                                           dddmmss.s |
 DL5952| DL5951 1928 P                              APPROX. 1.2 KM 1851629.9 |
 DL5952|---------------------------------------------------------------------|
 DL5952
 DL5952                          SUPERSEDED SURVEY CONTROL
 DL5952
 DL5952  NAD 83(2007)-  44 54 14.98385(N)    093 03 53.68315(W) AD(2002.00) 1
 DL5952  ELLIP H (10/16/09)  251.470  (m)                       GP(2002.00) 3 1
 DL5952  NAVD 88             278.97   (m)          915.3    (f) LEVELING    3  
 DL5952
 DL5952.Superseded values are not recommended for survey control.
 DL5952
 DL5952.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL5952.See file dsdata.pdf to determine how the superseded data were derived.
 DL5952
 DL5952_MARKER: I = METAL ROD
 DL5952_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DL5952_STAMPING: 1928 Q 2009
 DL5952_MARK LOGO: MNDT
 DL5952_PROJECTION: RECESSED 3 CENTIMETERS
 DL5952_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DL5952_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL5952_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DL5952+SATELLITE: SATELLITE OBSERVATIONS - April 13, 2015
 DL5952_ROD/PIPE-DEPTH: 10.7 meters
 DL5952
 DL5952  HISTORY     - Date     Condition        Report By
 DL5952  HISTORY     - 20090413 MONUMENTED       MNDT
 DL5952  HISTORY     - 2009     GOOD             MNDT
 DL5952  HISTORY     - 20111228 GOOD             MNDT
 DL5952  HISTORY     - 20150413 GOOD             MNDT
 DL5952
 DL5952                          STATION DESCRIPTION
 DL5952
 DL5952'DESCRIBED BY MN DEPT OF TRANSP 2009
 DL5952'IN WEST ST PAUL, 0.6 MILE SOUTH ALONG TRUNK HIGHWAY 52 FROM JUNCTION
 DL5952'OF TRUNK HIGHWAY 52 AND BUTLER AVENUE, AT TRUNK HIGHWAY 52 MILEPOINT
 DL5952'127.45, 87.2 FEET EAST OF NORTHBOUND TRUNK HIGHWAY 52, 68.0 FEET
 DL5952'NORTHWEST OF A LIGHT POLE, 28.6 FEET EAST OF A RETAINING WALL, 1.8
 DL5952'WEST OF WITNESS POST.
 DL5952
 DL5952                          STATION RECOVERY (2009)
 DL5952
 DL5952'RECOVERY NOTE BY MN DEPT OF TRANSP 2009 (KMS)
 DL5952'RECOVERED AS DESCRIBED.
 DL5952'
 DL5952'NOTE - THE STATION MARK CONSISTS OF A 3/4 INCH (19 MM) DIAMETER
 DL5952'ALUMINUM ROD DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL MARK
 DL5952'REMOVABLE DISK SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY
 DL5952'A SIX-INCH PVC PIPE BACKFILLED WITH WASHED SAND.
 DL5952
 DL5952                          STATION RECOVERY (2011)
 DL5952
 DL5952'RECOVERY NOTE BY MN DEPT OF TRANSP 2011 (KDJ)
 DL5952'IN WEST ST PAUL, 0.6 MILE SOUTH ALONG TRUNK HIGHWAY 52 FROM JUNCTION
 DL5952'OF TRUNK HIGHWAY 52 AND BUTLER AVENUE, AT TRUNK HIGHWAY 52 MILEPOINT
 DL5952'127.45, 87.2 FEET EAST OF NORTHBOUND TRUNK HIGHWAY 52, 68.0 FEET
 DL5952'NORTHWEST OF A LIGHT POLE, 28.6 FEET EAST OF A RETAINING WALL, 1.8
 DL5952'WEST OF WITNESS POST.
 DL5952
 DL5952                          STATION RECOVERY (2015)
 DL5952
 DL5952'RECOVERY NOTE BY MN DEPT OF TRANSP 2015 (DAS)
 DL5952'IN WEST SAINT PAUL, 0.6 MI (1.0 KM) SOUTH ALONG TRUNK HIGHWAY 52  FROM
 DL5952'THE JUNCTION OF TRUNK HIGHWAY 52 AND BUTLER AVENUE, AT TRUNK HIGHWAY
 DL5952'52 MILE POINT 127.45, 87.2 FT (26.6 M) EAST OF NORTHBOUND TRUNK
 DL5952'HIGHWAY 52, 68.0 FT (20.7 M) NORTHWEST OF A LIGHT POLE, 28.6 FT (8.7
 DL5952'M) EAST OF A RETAINING WALL, 1.8 MI (2.9 KM) WEST OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DP9197 ***********************************************************************
 DP9197  DESIGNATION -  1928 R
 DP9197  PID         -  DP9197
 DP9197  STATE/COUNTY-  MN/DAKOTA
 DP9197  COUNTRY     -  US
 DP9197  USGS QUAD   -  SAINT PAUL EAST (2019)
 DP9197
 DP9197                         *CURRENT SURVEY CONTROL
 DP9197  ______________________________________________________________________
 DP9197* NAD 83(1986) POSITION- 44 53 10.29   (N) 093 03 53.90   (W)   HD_HELD1
 DP9197* NAVD 88 ORTHO HEIGHT -   291.593 (meters)      956.67  (feet) ADJUSTED
 DP9197  ______________________________________________________________________
 DP9197  GEOID HEIGHT    -        -27.568 (meters)                     GEOID18
 DP9197  DYNAMIC HEIGHT  -        291.587 (meters)      956.65  (feet) COMP
 DP9197  MODELED GRAVITY -    980,587.7   (mgal)                       NAVD 88
 DP9197
 DP9197  VERT ORDER      -  SECOND    CLASS I
 DP9197
 DP9197.The horizontal coordinates were determined by differentially corrected
 DP9197.hand held GPS observations or other comparable positioning techniques
 DP9197.and have an estimated accuracy of +/- 3 meters.
 DP9197
 DP9197.The orthometric height was determined by differential leveling and
 DP9197.adjusted by the NATIONAL GEODETIC SURVEY
 DP9197.in September 2016.
 DP9197
 DP9197.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP9197.GEOID18 height accuracy estimate available here.
 DP9197
 DP9197.Click photographs - Photos may exist for this station.
 DP9197
 DP9197.The dynamic height is computed by dividing the NAVD 88
 DP9197.geopotential number by the normal gravity value computed on the
 DP9197.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP9197.degrees latitude (g = 980.6199 gals.).
 DP9197
 DP9197.The modeled gravity was interpolated from observed gravity values.
 DP9197
 DP9197;                    North         East    Units  Estimated Accuracy
 DP9197;SPC MN S     -   310,002.2     873,864.1     MT  (+/- 3 meters HH1 GPS) 
 DP9197
 DP9197_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK9486970309(NAD 83)
 DP9197
 DP9197                          SUPERSEDED SURVEY CONTROL
 DP9197
 DP9197.No superseded survey control is available for this station.
 DP9197
 DP9197_MARKER: F = FLANGE-ENCASED ROD
 DP9197_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DP9197_STAMPING: 1928 R 2014
 DP9197_MARK LOGO: MNDT
 DP9197_PROJECTION: RECESSED 5 CENTIMETERS
 DP9197_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DP9197_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DP9197_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP9197+SATELLITE: SATELLITE OBSERVATIONS - August 09, 2023
 DP9197_ROD/PIPE-DEPTH: 8.8 meters
 DP9197
 DP9197  HISTORY     - Date     Condition        Report By
 DP9197  HISTORY     - 20140714 MONUMENTED       MNDT
 DP9197  HISTORY     - 20230809 GOOD             MNDT
 DP9197
 DP9197                          STATION DESCRIPTION
 DP9197
 DP9197'DESCRIBED BY MN DEPT OF TRANSP 2014
 DP9197'THE STATION IS LOCATED ABOUT 4.7 MI (7.6 KM) NORTHWEST OF SAINT PAUL
 DP9197'PARK, 4.3 MI (6.9 KM) SOUTH-SOUTHEAST OF SAINT PAUL AND 2.9 MI (4.7
 DP9197'KM) NORTH-NORTHWEST OF INVER GROVE HEIGHTS.
 DP9197'
 DP9197'TO REACH THE MARK GO 0.8 MI (1.3 KM) SOUTH ALONG TRUNK HIGHWAY 52 FROM
 DP9197'THE JUNCTION OF TRUNK HIGHWAY 52 AND COUNTY ROAD 8/WENTWORTH AVENUE IN
 DP9197'WEST SAINT PAUL, AT TRUNK HIGHWAY 52 MILE POINT 126.3.
 DP9197'
 DP9197'THE MARK IS LOCATED 19.5 FT (5.9 M) SOUTHWEST OF SOUTHBOUND TRUNK
 DP9197'HIGHWAY 52/FOG LINE, 37.2 FT (11.3 M) NORTHEAST OF OFF RAMP FROM
 DP9197'SOUTHBOUND TRUNK HIGHWAY 52 TO SOUTHVIEW ROAD AND MENDOTA ROAD, 60.2
 DP9197'NORTHWEST OF LIGHT POLE NUMBER J713, 1.5 FT (0.5 M) SOUTHEAST OF A
 DP9197'WITNESS POST.
 DP9197'
 DP9197'NOTE - THE STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM
 DP9197'ROD DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION REMOVABLE
 DP9197'DISK SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH
 DP9197'PVC PIPE BACK FILLED WITH WASHED SAND.
 DP9197
 DP9197                          STATION RECOVERY (2023)
 DP9197
 DP9197'RECOVERY NOTE BY MN DEPT OF TRANSP 2023 (MJS)
 DP9197'IN SOUTH ST. PAUL, 0.8 MI (1.3 KM) SOUTH ALONG TRUNK HIGHWAY 52 FROM
 DP9197'THE JUNCTION OF TRUNK HIGHWAY 52 AND COUNTY ROAD 8 (WENTWORTH AVENUE)
 DP9197'IN WEST ST. PAUL, AT TRUNK HIGHWAY 52 MILE POINT 126.3, 19.5 FT (5.9
 DP9197'M) SOUTHWEST OF A SOUTHBOUND TRUNK HIGHWAY 52 FOG LINE, 37.2 FT (11.3
 DP9197'M) NORTHEAST OF THE OFF RAMP FROM SOUTHBOUND TRUNK HIGHWAY 52 TO
 DP9197'SOUTHVIEW ROAD AND MENDOTA ROAD, 60.2 NORTHWEST OF LIGHT POLE NUMBER
 DP9197'J713, 1.5 FT (0.5 M) SOUTHEAST OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DQ0961 ***********************************************************************
 DQ0961  DESIGNATION -  1928 S
 DQ0961  PID         -  DQ0961
 DQ0961  STATE/COUNTY-  MN/DAKOTA
 DQ0961  COUNTRY     -  US
 DQ0961  USGS QUAD   -  INVER GROVE HEIGHTS (2019)
 DQ0961
 DQ0961                         *CURRENT SURVEY CONTROL
 DQ0961  ______________________________________________________________________
 DQ0961* NAD 83(2011) POSITION- 44 50 45.21205(N) 093 03 33.43221(W)   ADJUSTED
 DQ0961* NAD 83(2011) ELLIP HT-   257.661 (meters)        (07/25/16)   ADJUSTED
 DQ0961* NAD 83(2011) EPOCH   -  2010.00
 DQ0961* NAVD 88 ORTHO HEIGHT -   285.358 (meters)      936.21  (feet) ADJUSTED
 DQ0961  ______________________________________________________________________
 DQ0961  GEOID HEIGHT    -        -27.684 (meters)                     GEOID18
 DQ0961  NAD 83(2011) X  -   -241,755.654 (meters)                     COMP
 DQ0961  NAD 83(2011) Y  - -4,523,411.439 (meters)                     COMP
 DQ0961  NAD 83(2011) Z  -  4,475,403.903 (meters)                     COMP
 DQ0961  LAPLACE CORR    -         -8.89  (seconds)                    DEFLEC18
 DQ0961  DYNAMIC HEIGHT  -        285.349 (meters)      936.18  (feet) COMP
 DQ0961  MODELED GRAVITY -    980,579.2   (mgal)                       NAVD 88
 DQ0961
 DQ0961  VERT ORDER      -  SECOND    CLASS I
 DQ0961
 DQ0961  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DQ0961  Standards:
 DQ0961         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DQ0961            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DQ0961  -------------------------------------------------------------------
 DQ0961  NETWORK    0.57   1.06           0.26   0.20   0.54      0.07866345
 DQ0961  -------------------------------------------------------------------
 DQ0961  Click here for local accuracies and other accuracy information.
 DQ0961
 DQ0961.The horizontal coordinates were established by GPS observations
 DQ0961.and adjusted by the MN DEPT OF TRANSP in July 2016.
 DQ0961
 DQ0961.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DQ0961.been affixed to the stable North American tectonic plate. See 
 DQ0961.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DQ0961
 DQ0961.The horizontal coordinates are valid at the epoch date displayed above
 DQ0961.which is a decimal equivalence of Year/Month/Day.
 DQ0961
 DQ0961.The orthometric height was determined by differential leveling and
 DQ0961.adjusted by the NATIONAL GEODETIC SURVEY
 DQ0961.in September 2016.
 DQ0961
 DQ0961.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ0961.GEOID18 height accuracy estimate available here.
 DQ0961
 DQ0961.Click photographs - Photos may exist for this station.
 DQ0961
 DQ0961.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DQ0961
 DQ0961.The Laplace correction was computed from DEFLEC18 derived deflections.
 DQ0961
 DQ0961.The ellipsoidal height was determined by GPS observations
 DQ0961.and is referenced to NAD 83.
 DQ0961
 DQ0961.The dynamic height is computed by dividing the NAVD 88
 DQ0961.geopotential number by the normal gravity value computed on the
 DQ0961.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ0961.degrees latitude (g = 980.6199 gals.).
 DQ0961
 DQ0961.The modeled gravity was interpolated from observed gravity values.
 DQ0961
 DQ0961. The following values were computed from the NAD 83(2011) position.
 DQ0961
 DQ0961;                    North         East     Units Scale Factor Converg.
 DQ0961;SPC MN S     -   305,529.512   874,364.726   MT  0.99994008   +0 39 33.7
 DQ0961;SPC MN S     - 1,002,391.41  2,868,644.94   sFT  0.99994008   +0 39 33.7
 DQ0961;UTM  15      - 4,965,832.922   495,314.790   MT  0.99960027   -0 02 30.5
 DQ0961
 DQ0961!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DQ0961!SPC MN S     -   0.99995960  x   0.99994008  =   0.99989969
 DQ0961!UTM  15      -   0.99995960  x   0.99960027  =   0.99955989
 DQ0961
 DQ0961_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK9531465832(NAD 83)
 DQ0961
 DQ0961                          SUPERSEDED SURVEY CONTROL
 DQ0961
 DQ0961.No superseded survey control is available for this station.
 DQ0961
 DQ0961_MARKER: I = METAL ROD
 DQ0961_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DQ0961_STAMPING: 1928 S 2015
 DQ0961_MARK LOGO: MNDT
 DQ0961_PROJECTION: RECESSED 5 CENTIMETERS
 DQ0961_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DQ0961_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ0961_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ0961+SATELLITE: SATELLITE OBSERVATIONS - August 09, 2023
 DQ0961_ROD/PIPE-DEPTH: 4.3 meters
 DQ0961
 DQ0961  HISTORY     - Date     Condition        Report By
 DQ0961  HISTORY     - 20150507 MONUMENTED       MNDT
 DQ0961  HISTORY     - 20160419 GOOD             MNDT
 DQ0961  HISTORY     - 20230809 GOOD             MNDT
 DQ0961
 DQ0961                          STATION DESCRIPTION
 DQ0961
 DQ0961'DESCRIBED BY MN DEPT OF TRANSP 2015
 DQ0961'THE STATION IS LOCATED ABOUT 7.0 MI (11.3 KM) SOUTH-SOUTHEAST OF SAINT
 DQ0961'PAUL, 3.4 MI (5.5 KM) WEST OF SAINT PAUL PARK AND 0.8 MI (1.3 KM) WEST
 DQ0961'OF INVER GROVE HEIGHTS.
 DQ0961'
 DQ0961'TO REACH THE MARK GO 1.7 MI (2.7 KM) NORTH ALONG TRUNK HIGHWAY 52 FROM
 DQ0961'NORTH JUNCTION TRUNK HIGHWAY 52 AND TRUNK HIGHWAY 55 IN INVER GROVE
 DQ0961'HEIGHTS, AT TRUNK HIGHWAY 52 MILE POINT 123.4.
 DQ0961'
 DQ0961'THE MARK IS LOCATED 40.8 FT (12.4 M) EAST OF NORTHBOUND TRUNK HIGHWAY
 DQ0961'52 FOG LINE, 25.5 FT (7.8 M) WEST OF 70TH STREET EAST OFF RAMP FOG
 DQ0961'LINE, 0.15 MI (0.2 KM) SOUTH OF COUNTY ROAD 26 1.5 FT (0.5 M) WEST OF
 DQ0961'A WITNESS POST.
 DQ0961'
 DQ0961'NOTE - THE STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM
 DQ0961'ROD DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION REMOVABLE
 DQ0961'DISK SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH
 DQ0961'PVC PIPE BACK FILLED WITH WASHED SAND.
 DQ0961
 DQ0961                          STATION RECOVERY (2016)
 DQ0961
 DQ0961'RECOVERY NOTE BY MN DEPT OF TRANSP 2016 (DAD)
 DQ0961'RECOVERED AS DESCRIBED.
 DQ0961
 DQ0961                          STATION RECOVERY (2023)
 DQ0961
 DQ0961'RECOVERY NOTE BY MN DEPT OF TRANSP 2023 (MJS)
 DQ0961'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DQ0960 ***********************************************************************
 DQ0960  DESIGNATION -  1928 T
 DQ0960  PID         -  DQ0960
 DQ0960  STATE/COUNTY-  MN/DAKOTA
 DQ0960  COUNTRY     -  US
 DQ0960  USGS QUAD   -  INVER GROVE HEIGHTS (2019)
 DQ0960
 DQ0960                         *CURRENT SURVEY CONTROL
 DQ0960  ______________________________________________________________________
 DQ0960* NAD 83(2011) POSITION- 44 51 38.63640(N) 093 03 31.68496(W)   ADJUSTED
 DQ0960* NAD 83(2011) ELLIP HT-   255.390 (meters)        (07/25/16)   ADJUSTED
 DQ0960* NAD 83(2011) EPOCH   -  2010.00
 DQ0960* NAVD 88 ORTHO HEIGHT -   283.039 (meters)      928.60  (feet) ADJUSTED
 DQ0960  ______________________________________________________________________
 DQ0960  GEOID HEIGHT    -        -27.646 (meters)                     GEOID18
 DQ0960  NAD 83(2011) X  -   -241,655.181 (meters)                     COMP
 DQ0960  NAD 83(2011) Y  - -4,522,250.344 (meters)                     COMP
 DQ0960  NAD 83(2011) Z  -  4,476,571.465 (meters)                     COMP
 DQ0960  LAPLACE CORR    -         -8.77  (seconds)                    DEFLEC18
 DQ0960  DYNAMIC HEIGHT  -        283.032 (meters)      928.58  (feet) COMP
 DQ0960  MODELED GRAVITY -    980,583.0   (mgal)                       NAVD 88
 DQ0960
 DQ0960  VERT ORDER      -  SECOND    CLASS I
 DQ0960
 DQ0960  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DQ0960  Standards:
 DQ0960         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DQ0960            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DQ0960  -------------------------------------------------------------------
 DQ0960  NETWORK    0.57   1.08           0.26   0.20   0.55      0.08875994
 DQ0960  -------------------------------------------------------------------
 DQ0960  Click here for local accuracies and other accuracy information.
 DQ0960
 DQ0960.The horizontal coordinates were established by GPS observations
 DQ0960.and adjusted by the MN DEPT OF TRANSP in July 2016.
 DQ0960
 DQ0960.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DQ0960.been affixed to the stable North American tectonic plate. See 
 DQ0960.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DQ0960
 DQ0960.The horizontal coordinates are valid at the epoch date displayed above
 DQ0960.which is a decimal equivalence of Year/Month/Day.
 DQ0960
 DQ0960.The orthometric height was determined by differential leveling and
 DQ0960.adjusted by the NATIONAL GEODETIC SURVEY
 DQ0960.in September 2016.
 DQ0960
 DQ0960.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ0960.GEOID18 height accuracy estimate available here.
 DQ0960
 DQ0960.Click photographs - Photos may exist for this station.
 DQ0960
 DQ0960.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DQ0960
 DQ0960.The Laplace correction was computed from DEFLEC18 derived deflections.
 DQ0960
 DQ0960.The ellipsoidal height was determined by GPS observations
 DQ0960.and is referenced to NAD 83.
 DQ0960
 DQ0960.The dynamic height is computed by dividing the NAVD 88
 DQ0960.geopotential number by the normal gravity value computed on the
 DQ0960.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ0960.degrees latitude (g = 980.6199 gals.).
 DQ0960
 DQ0960.The modeled gravity was interpolated from observed gravity values.
 DQ0960
 DQ0960. The following values were computed from the NAD 83(2011) position.
 DQ0960
 DQ0960;                    North         East     Units Scale Factor Converg.
 DQ0960;SPC MN S     -   307,178.910   874,384.105   MT  0.99994167   +0 39 35.0
 DQ0960;SPC MN S     - 1,007,802.81  2,868,708.52   sFT  0.99994167   +0 39 35.0
 DQ0960;UTM  15      - 4,967,481.399   495,354.339   MT  0.99960027   -0 02 29.3
 DQ0960
 DQ0960!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DQ0960!SPC MN S     -   0.99995996  x   0.99994167  =   0.99990163
 DQ0960!UTM  15      -   0.99995996  x   0.99960027  =   0.99956025
 DQ0960
 DQ0960_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK9535467481(NAD 83)
 DQ0960
 DQ0960                          SUPERSEDED SURVEY CONTROL
 DQ0960
 DQ0960.No superseded survey control is available for this station.
 DQ0960
 DQ0960_MARKER: F = FLANGE-ENCASED ROD
 DQ0960_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DQ0960_STAMPING: 1928 T 2015
 DQ0960_MARK LOGO: MNDT
 DQ0960_PROJECTION: RECESSED 5 CENTIMETERS
 DQ0960_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DQ0960_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ0960_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ0960+SATELLITE: SATELLITE OBSERVATIONS - August 09, 2023
 DQ0960_ROD/PIPE-DEPTH: 4.3 meters
 DQ0960
 DQ0960  HISTORY     - Date     Condition        Report By
 DQ0960  HISTORY     - 20150507 MONUMENTED       MNDT
 DQ0960  HISTORY     - 20160419 GOOD             MNDT
 DQ0960  HISTORY     - 20230809 GOOD             MNDT
 DQ0960
 DQ0960                          STATION DESCRIPTION
 DQ0960
 DQ0960'DESCRIBED BY MN DEPT OF TRANSP 2015
 DQ0960'THE STATION IS LOCATED ABOUT 6.0 MI (9.7 KM) SOUTH-SOUTHEAST OF SAINT
 DQ0960'PAUL, 3.6 MI (5.8 KM) WEST-NORTHWEST OF SAINT PAUL PARK AND 1.2 MI
 DQ0960'(1.9 KM) NORTHWEST OF INVER GROVE HEIGHTS.
 DQ0960'
 DQ0960'TO REACH THE MARK GO 2.7 MI (4.3 KM) NORTH ALONG TRUNK HIGHWAY 52 FROM
 DQ0960'NORTH JUNCTION OF TRUNK HIGHWAY 52 AND TRUNK HIGHWAY 55 IN INVER GROVE
 DQ0960'HEIGHTS, AT TRUNK HIGHWAY 52 MILE POINT 124.4.
 DQ0960'
 DQ0960'THE MARK IS LOCATED 31.6 FT (9.6 M) EAST OF NORTHBOUND TRUNK HIGHWAY
 DQ0960'52 FOG LINE, 0.3 MI (0.5 KM) SOUTH OF UPPER 55TH STREET EAST, 0.45 MI
 DQ0960'(0.7 KM) NORTH OF 65TH STREET EAST, AT UPPER 55TH STREET EAST OFF RAMP
 DQ0960'OF NORTHBOUND TRUNK HIGHWAY 52, 1.5 FT (0.5 M) WEST OF A WITNESS POST.
 DQ0960'NOTE - THE STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM
 DQ0960'ROD DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION REMOVABLE
 DQ0960'DISK SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH
 DQ0960'PVC PIPE BACK FILLED WITH WASHED SAND.
 DQ0960
 DQ0960                          STATION RECOVERY (2016)
 DQ0960
 DQ0960'RECOVERY NOTE BY MN DEPT OF TRANSP 2016 (DAD)
 DQ0960'RECOVERED AS DESCRIBED.
 DQ0960
 DQ0960                          STATION RECOVERY (2023)
 DQ0960
 DQ0960'RECOVERY NOTE BY MN DEPT OF TRANSP 2023 (MJS)
 DQ0960'IN INVER GROVE HEIGHTS, 2.7 MI (4.3 KM) NORTH ALONG TRUNK HIGHWAY 52
 DQ0960'FROM THE NORTH JUNCTION OF TRUNK HIGHWAY 52 AND TRUNK HIGHWAY 55 IN
 DQ0960'INVER GROVE HEIGHTS, AT TRUNK HIGHWAY 52 MILE POINT 124.4, 31.6 FT
 DQ0960'(9.6 M) EAST OF A NORTHBOUND TRUNK HIGHWAY 52 FOG LINE, 0.3 MI (0.5
 DQ0960'KM) SOUTH OF UPPER 55TH STREET EAST, 0.45 MI (0.72 KM) NORTH OF 65TH
 DQ0960'STREET EAST, AT UPPER 55TH STREET EAST OFF RAMP OF NORTHBOUND TRUNK
 DQ0960'HIGHWAY 52, 1.5 FT (0.5 M) WEST OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 AH4450 ***********************************************************************
 AH4450  DESIGNATION -  1929 C
 AH4450  PID         -  AH4450
 AH4450  STATE/COUNTY-  MN/DAKOTA
 AH4450  COUNTRY     -  US
 AH4450  USGS QUAD   -  SAINT PAUL SW (2019)
 AH4450
 AH4450                         *CURRENT SURVEY CONTROL
 AH4450  ______________________________________________________________________
 AH4450* NAD 83(1986) POSITION- 44 45 28.16   (N) 093 12 25.03   (W)   HD_HELD1
 AH4450* NAVD 88 ORTHO HEIGHT -   308.607 (meters)     1012.49  (feet) ADJUSTED
 AH4450  ______________________________________________________________________
 AH4450  GEOID HEIGHT    -        -27.479 (meters)                     GEOID18
 AH4450  DYNAMIC HEIGHT  -        308.589 (meters)     1012.43  (feet) COMP
 AH4450  MODELED GRAVITY -    980,551.5   (mgal)                       NAVD 88
 AH4450
 AH4450  VERT ORDER      -  SECOND    CLASS I
 AH4450
 AH4450.The horizontal coordinates were determined by differentially corrected
 AH4450.hand held GPS observations or other comparable positioning techniques
 AH4450.and have an estimated accuracy of +/- 3 meters.
 AH4450
 AH4450.The orthometric height was determined by differential leveling and
 AH4450.adjusted by the NATIONAL GEODETIC SURVEY
 AH4450.in June 2000.
 AH4450
 AH4450.No vertical observational check was made to the station.
 AH4450
 AH4450.Significant digits in the geoid height do not necessarily reflect accuracy.
 AH4450.GEOID18 height accuracy estimate available here.
 AH4450
 AH4450.Click photographs - Photos may exist for this station.
 AH4450
 AH4450.The dynamic height is computed by dividing the NAVD 88
 AH4450.geopotential number by the normal gravity value computed on the
 AH4450.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH4450.degrees latitude (g = 980.6199 gals.).
 AH4450
 AH4450.The modeled gravity was interpolated from observed gravity values.
 AH4450
 AH4450;                    North         East    Units  Estimated Accuracy
 AH4450;SPC MN S     -   295,619.8     862,786.9     MT  (+/- 3 meters HH1 GPS) 
 AH4450
 AH4450_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK8362056068(NAD 83)
 AH4450
 AH4450                          SUPERSEDED SURVEY CONTROL
 AH4450
 AH4450.No superseded survey control is available for this station.
 AH4450
 AH4450_MARKER: DV = VERTICAL CONTROL DISK
 AH4450_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 AH4450_STAMPING: 1929 C 1976
 AH4450_MARK LOGO: MNHD
 AH4450_PROJECTION: RECESSED 15 CENTIMETERS
 AH4450_MAGNETIC: I = MARKER IS A STEEL ROD
 AH4450_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AH4450_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AH4450+SATELLITE: SATELLITE OBSERVATIONS - September 17, 2014
 AH4450_ROD/PIPE-DEPTH: 8.5 meters
 AH4450
 AH4450  HISTORY     - Date     Condition        Report By
 AH4450  HISTORY     - 1976     MONUMENTED       MNHD
 AH4450  HISTORY     - 19881215 GOOD             MNDT
 AH4450  HISTORY     - 20021112 POOR             USPSQD
 AH4450  HISTORY     - 20040517 POOR             MNDT
 AH4450  HISTORY     - 20070625 GOOD             MNDT
 AH4450  HISTORY     - 20140917 GOOD             MNDT
 AH4450
 AH4450                          STATION DESCRIPTION
 AH4450
 AH4450'DESCRIBED BY MN DEPT OF TRANSP 1988 (OCO)
 AH4450'THE MARK IS LOCATED IN THE CITY OF APPLE VALLEY, ABOUT 0.2 MILE SOUTH
 AH4450'ALONG GALAXIE STREET FROM ITS JUNCTION WITH TRUNK HIGHWAY 77, NEAR THE
 AH4450'JUNCTION OF 132ND STREET AND GALAXIE STREET, AND IN THE NE 1/4 OF
 AH4450'SECTION 22, T115N, R20W.  THE MARK IS 48.5 FEET EAST OF THE CENTERLINE
 AH4450'OF GALAXIE STREET, 193 FEET NORTH OF THE CENTERLINE OF 132ND STREET,
 AH4450'2.2 FEET NORTH OF A POWER POLE, 56.0 FEET NORTHEAST OF MNDT TRAVERSE
 AH4450'STATION PODOBINSKI, AND 1.0 FOOT WEST OF A STEEL WITNESS POST.  THE
 AH4450'MARK, A STANDARD MNDT VERTICAL CONTROL MONUMENT DISK STAMPED---1929 C
 AH4450'1976---, IS CRIMPED ONTO THE TOP OF A 3/4 INCH DIAMETER BY 28 FOOT
 AH4450'LONG COPPER-CLAD STEEL (MAGNETIC) ROD AND IS 0.1 FOOT BELOW THE
 AH4450'GROUND.
 AH4450
 AH4450                          STATION RECOVERY (2002)
 AH4450
 AH4450'RECOVERY NOTE BY US POWER SQUADRON 2002 (JRD)
 AH4450'FROM ITS JUNCTION WITH CR.38 (MCANDREWS RD), NEAR THE JUNCTION OF
 AH4450'132ND STREET........
 AH4450
 AH4450                          STATION RECOVERY (2004)
 AH4450
 AH4450'RECOVERY NOTE BY MN DEPT OF TRANSP 2004 (MPP)
 AH4450'IN APPLE VALLEY, 0.15 MI (0.2 KM) SOUTH OF THE JUNCTION OF GALAXIE
 AH4450'STREET AND MC ANDREWS ROAD, AT THE JUNCTION OF 132ND STREET AND
 AH4450'GALAXIE STREET,
 AH4450'
 AH4450'48.5 FT (14.8 M) EAST OF GALAXIE STREET, 193 FT (58.8 M) NORTH OF
 AH4450'132ND STREET, 2.2 FT (0.7 M) NORTH OF A POWER POLE, 56 FT (17.1 M)
 AH4450'NORTHEAST OF STATION PODOBINSKI MNDT, 1.0 FT (0.3 M) WEST OF A WITNESS
 AH4450'POST
 AH4450
 AH4450                          STATION RECOVERY (2007)
 AH4450
 AH4450'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (VWC)
 AH4450'THE MARK IS LOCATED ABOUT 8.9 MI (14.3 KM) WEST-NORTHWEST OF COATES,
 AH4450'8.7 MI (14.0 KM) NORTH-NORTHWEST OF FARMINGTON AND 7.3 MI (11.7 KM)
 AH4450'SOUTHEAST OF BLOOMINGTON.
 AH4450'
 AH4450'TO REACH TO THE MARK IN APPLE VALLEY, GO 0.15 MI (0.2 KM) SOUTH OF THE
 AH4450'JUNCTION OF GALAXY STREET AND MC ANDREWS ROAD, AT THE JUNCTION OF
 AH4450'132ND STREET AND GALAXY STREET, 48.5 FT (14.8 M) EAST OF GALAXY
 AH4450'STREET, 193 FT (58.8 M) NORTH OF 132ND STREET, 2.2 FT (0.7 M) NORTH OF
 AH4450'POWER POLE, 56 FT (17.1 M) NORTHEAST OF STATION PODOBINSKI MNDT, 1.0
 AH4450'FT (0.3 M) WEST OF A WITNESS POST.
 AH4450
 AH4450                          STATION RECOVERY (2014)
 AH4450
 AH4450'RECOVERY NOTE BY MN DEPT OF TRANSP 2014 (DDS)
 AH4450'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DQ8794 ***********************************************************************
 DQ8794  HT_MOD      -  This is a Height Modernization Survey Station.
 DQ8794  DESIGNATION -  1929 J
 DQ8794  PID         -  DQ8794
 DQ8794  STATE/COUNTY-  MN/DAKOTA
 DQ8794  COUNTRY     -  US
 DQ8794  USGS QUAD   -  SAINT PAUL SW (2019)
 DQ8794
 DQ8794                         *CURRENT SURVEY CONTROL
 DQ8794  ______________________________________________________________________
 DQ8794* NAD 83(2011) POSITION- 44 46 05.15490(N) 093 13 01.81202(W)   ADJUSTED
 DQ8794* NAD 83(2011) ELLIP HT-   282.274 (meters)        (03/11/19)   ADJUSTED
 DQ8794* NAD 83(2011) EPOCH   -  2010.00
 DQ8794* NAVD 88 ORTHO HEIGHT -   309.69  (meters)     1016.0   (feet) GPS OBS
 DQ8794  ______________________________________________________________________
 DQ8794  NAVD 88 orthometric height was determined with geoid model    GEOID12B
 DQ8794  GEOID HEIGHT    -        -27.417 (meters)                     GEOID12B
 DQ8794  GEOID HEIGHT    -        -27.416 (meters)                     GEOID18
 DQ8794  NAD 83(2011) X  -   -254,562.257 (meters)                     COMP
 DQ8794  NAD 83(2011) Y  - -4,528,828.528 (meters)                     COMP
 DQ8794  NAD 83(2011) Z  -  4,469,287.456 (meters)                     COMP
 DQ8794  LAPLACE CORR    -         -7.39  (seconds)                    DEFLEC18
 DQ8794
 DQ8794  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DQ8794  Standards:
 DQ8794         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DQ8794            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DQ8794  -------------------------------------------------------------------
 DQ8794  NETWORK    0.67   0.96           0.31   0.22   0.49      0.09160404
 DQ8794  -------------------------------------------------------------------
 DQ8794  Click here for local accuracies and other accuracy information.
 DQ8794
 DQ8794.The horizontal coordinates were established by GPS observations
 DQ8794.and adjusted by the MN DEPT OF TRANSP in March 2019.
 DQ8794
 DQ8794.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DQ8794.been affixed to the stable North American tectonic plate. See 
 DQ8794.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DQ8794
 DQ8794.The horizontal coordinates are valid at the epoch date displayed above
 DQ8794.which is a decimal equivalence of Year/Month/Day.
 DQ8794
 DQ8794.The orthometric height was determined by GPS observations and a
 DQ8794.high-resolution geoid model using precise GPS observation and
 DQ8794.processing techniques.
 DQ8794
 DQ8794.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ8794.GEOID18 height accuracy estimate available here.
 DQ8794
 DQ8794.Click photographs - Photos may exist for this station.
 DQ8794
 DQ8794.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DQ8794
 DQ8794.The Laplace correction was computed from DEFLEC18 derived deflections.
 DQ8794
 DQ8794.The ellipsoidal height was determined by GPS observations
 DQ8794.and is referenced to NAD 83.
 DQ8794
 DQ8794. The following values were computed from the NAD 83(2011) position.
 DQ8794
 DQ8794;                    North         East     Units Scale Factor Converg.
 DQ8794;SPC MN S     -   296,753.825   861,967.033   MT  0.99993284   +0 32 55.3
 DQ8794;SPC MN S     -   973,599.84  2,827,970.17   sFT  0.99993284   +0 32 55.3
 DQ8794;UTM  15      - 4,957,212.554   482,814.778   MT  0.99960363   -0 09 10.6
 DQ8794
 DQ8794!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DQ8794!SPC MN S     -   0.99995574  x   0.99993284  =   0.99988859
 DQ8794!UTM  15      -   0.99995574  x   0.99960363  =   0.99955939
 DQ8794
 DQ8794_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK8281457212(NAD 83)
 DQ8794
 DQ8794                          SUPERSEDED SURVEY CONTROL
 DQ8794
 DQ8794  NAVD 88 (08/07/20)  309.681  (m)         1016.01   (f) ADJUSTED    2 1
 DQ8794
 DQ8794.Superseded values are not recommended for survey control.
 DQ8794
 DQ8794.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DQ8794.See file dsdata.pdf to determine how the superseded data were derived.
 DQ8794
 DQ8794_MARKER: F = FLANGE-ENCASED ROD
 DQ8794_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DQ8794_STAMPING: 1929 J 2017
 DQ8794_MARK LOGO: MNDT
 DQ8794_PROJECTION: RECESSED 8 CENTIMETERS
 DQ8794_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DQ8794_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ8794_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ8794+SATELLITE: SATELLITE OBSERVATIONS - July 13, 2023
 DQ8794_ROD/PIPE-DEPTH: 5.2 meters
 DQ8794
 DQ8794  HISTORY     - Date     Condition        Report By
 DQ8794  HISTORY     - 20171030 MONUMENTED       MNDT
 DQ8794  HISTORY     - 20180307 GOOD             MNDT
 DQ8794  HISTORY     - 20230713 GOOD             MNDT
 DQ8794
 DQ8794                          STATION DESCRIPTION
 DQ8794
 DQ8794'DESCRIBED BY MN DEPT OF TRANSP 2017
 DQ8794'THE STATION IS LOCATED ABOUT 9.7 MI (15.6 KM) WEST-NORTHWEST OF
 DQ8794'COATES, 9.5 MI (15.3 KM) NORTH-NORTHWEST OF FARMINGTON AND 6.4 MI
 DQ8794'(10.3 KM) SOUTHEAST OF BLOOMINGTON.
 DQ8794'
 DQ8794'TO REACH THE MARK GO 0.7 MI (1.1 KM) SOUTH ALONG TRUNK HIGHWAY 77 FROM
 DQ8794'THE JUNCTION OF TRUNK HIGHWAY 77 AND INTERSTATE HIGHWAY 35 EAST IN
 DQ8794'APPLE VALLEY, AT TRUNK HIGHWAY 77 MILE POINT 2.20.
 DQ8794'
 DQ8794'THE MARK IS LOCATED 50.2 FT (15.3 M) EAST OF NORTHBOUND TRUNK HIGHWAY
 DQ8794'77 (CEDAR AVENUE), 33.5 FT (10.2 M) SOUTHWEST OF AN ON-RAMP TO
 DQ8794'NORTHBOUND TRUNK HIGHWAY 77, 1.5 FT (0.5 M) NORTH OF A WITNESS POST.
 DQ8794'
 DQ8794'NOTE-THE STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM ROD
 DQ8794'DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION REMOVABLE DISK
 DQ8794'SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH PVC
 DQ8794'PIPE BACK FILLED WITH WASHED SAND.
 DQ8794
 DQ8794                          STATION RECOVERY (2018)
 DQ8794
 DQ8794'RECOVERY NOTE BY MN DEPT OF TRANSP 2018 (KXJ)
 DQ8794'RECOVERED AS DESCRIBED.
 DQ8794
 DQ8794                          STATION RECOVERY (2023)
 DQ8794
 DQ8794'RECOVERY NOTE BY MN DEPT OF TRANSP 2023 (MJS)
 DQ8794'IN APPLE VALLEY, 0.7 MI (1.1 KM) SOUTH ALONG TRUNK HIGHWAY 77 FROM THE
 DQ8794'JUNCTION OF TRUNK HIGHWAY 77 AND INTERSTATE HIGHWAY 35 EAST IN APPLE
 DQ8794'VALLEY, AT TRUNK HIGHWAY 77 MILE POINT 2.20, 50.2 FT (15.3 M) EAST OF
 DQ8794'NORTHBOUND TRUNK HIGHWAY 77 (CEDAR AVENUE), 33.5 FT (10.2 M) SOUTHWEST
 DQ8794'OF AN ON-RAMP TO NORTHBOUND TRUNK HIGHWAY 77, 1.5 FT (0.5 M) NORTH OF
 DQ8794'A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 PP0891 ***********************************************************************
 PP0891  DESIGNATION -  1980 A
 PP0891  PID         -  PP0891
 PP0891  STATE/COUNTY-  MN/DAKOTA
 PP0891  COUNTRY     -  US
 PP0891  USGS QUAD   -  ORCHARD LAKE (2019)
 PP0891
 PP0891                         *CURRENT SURVEY CONTROL
 PP0891  ______________________________________________________________________
 PP0891* NAD 83(1986) POSITION- 44 38 18.94   (N) 093 17 48.22   (W)   HD_HELD1
 PP0891* NAVD 88 ORTHO HEIGHT -   335.674 (meters)     1101.29  (feet) ADJUSTED
 PP0891  ______________________________________________________________________
 PP0891  GEOID HEIGHT    -        -27.547 (meters)                     GEOID18
 PP0891  DYNAMIC HEIGHT  -        335.647 (meters)     1101.20  (feet) COMP
 PP0891  MODELED GRAVITY -    980,528.7   (mgal)                       NAVD 88
 PP0891
 PP0891  VERT ORDER      -  SECOND    CLASS I
 PP0891
 PP0891.The horizontal coordinates were determined by differentially corrected
 PP0891.hand held GPS observations or other comparable positioning techniques
 PP0891.and have an estimated accuracy of +/- 3 meters.
 PP0891
 PP0891.The orthometric height was determined by differential leveling and
 PP0891.adjusted by the NATIONAL GEODETIC SURVEY
 PP0891.in September 2016.
 PP0891
 PP0891.Significant digits in the geoid height do not necessarily reflect accuracy.
 PP0891.GEOID18 height accuracy estimate available here.
 PP0891
 PP0891.Click photographs - Photos may exist for this station.
 PP0891
 PP0891.The dynamic height is computed by dividing the NAVD 88
 PP0891.geopotential number by the normal gravity value computed on the
 PP0891.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP0891.degrees latitude (g = 980.6199 gals.).
 PP0891
 PP0891.The modeled gravity was interpolated from observed gravity values.
 PP0891
 PP0891;                    North         East    Units  Estimated Accuracy
 PP0891;SPC MN S     -   282,306.9     855,793.4     MT  (+/- 3 meters HH1 GPS) 
 PP0891
 PP0891_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK7646642846(NAD 83)
 PP0891
 PP0891                          SUPERSEDED SURVEY CONTROL
 PP0891
 PP0891  NAVD 88 (06/15/91)  335.678  (m)         1101.30   (f) SUPERSEDED  2 0
 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
 PP0891.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PP0891.See file dsdata.pdf to determine how the superseded data were derived.
 PP0891
 PP0891_MARKER: DB = BENCH MARK DISK
 PP0891_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 PP0891_STAMPING: 1980 A 1970
 PP0891_MARK LOGO: MNHD
 PP0891_PROJECTION: RECESSED 5 CENTIMETERS
 PP0891_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 PP0891_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PP0891_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 PP0891+SATELLITE: SATELLITE OBSERVATIONS - November 03, 2022
 PP0891
 PP0891  HISTORY     - Date     Condition        Report By
 PP0891  HISTORY     - 1970     MONUMENTED       MNHD
 PP0891  HISTORY     - 1971     GOOD             MNDT
 PP0891  HISTORY     - 20070621 GOOD             MNDT
 PP0891  HISTORY     - 20140722 GOOD             MNDT
 PP0891  HISTORY     - 20221103 GOOD             MNDT
 PP0891
 PP0891                          STATION DESCRIPTION
 PP0891
 PP0891'DESCRIBED BY MN DEPT OF TRANSP 1971
 PP0891'IN LAKEVILLE.
 PP0891'MARK IS LOCATED 4.3 MILES SOUTH ALONG FAI 35 FROM THE JUNCTION OF FAI
 PP0891'35 AND T.H. 50, 0.5 MILES NORTH OF THE DAKOTA-SCOTT COUNTY LINE, 200
 PP0891'FEET NORTH OF NORTHERN NATURAL GAS PIPE LINE CROSSING (EAST-WEST), 95
 PP0891'FEET EAST OF AND ABOUT LEVEL WITH FAI 35 NORTHBOUND CENTER LINE
 PP0891'STATION 496+16, 7 FEET WEST OF THE WEST END OF A HIGHWAY ADVERTISING
 PP0891'SIGN (ACORN MOTEL), 3 FEET WEST OF THE EAST RIGHT OF WAY FENCE, 1 FOOT
 PP0891'WEST OF A STEEL WITNESS POST, IN A 6 FOOT PRE-CAST CONCRETE MONUMENT
 PP0891'SET FLUSH WITH THE GROUND.  NW 1/4, SEC 36, T114N, R 21W.
 PP0891
 PP0891                          STATION RECOVERY (2007)
 PP0891
 PP0891'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (VWC)
 PP0891'THE MARK IS LOCATED ABOUT 8.1 MI (13.0 KM) SOUTHEAST OF PRIOR LAKE,
 PP0891'7.6 MI (12.2 KM) WEST OF FARMINGTON AND 5.3 MI (8.5 KM)
 PP0891'NORTH-NORTHEAST OF NEW MARKET.
 PP0891'
 PP0891'TO REACH TO THE MARK AT LAKEVILLE, GO 4.3 MI (6.9 KM) SOUTH OF THE
 PP0891'JUNCTION OF TRUNK HIGHWAY 50 AND INTERSTATE HIGHWAY 35, 0.5 MI (0.8
 PP0891'KM) NORTH OF DAKOTA-SCOTT COUNTY LINE, 0.5 MI (0.8 KM) SOUTH OF COUNTY
 PP0891'ROAD 70, 200 FT (61.0 M) NORTH OF PIPELINE CROSSING, 95 FT (29.0 M)
 PP0891'EAST OF NORTHBOUND INTERSTATE HIGHWAY 35 AT STATION 496+16, 3 FT (0.9
 PP0891'M) WEST OF EAST RIGHT-OF-WAY FENCE, 1.0 FT (0.3 M) WEST OF A WITNESS
 PP0891'POST, IN THE MIDDLE OF 4 LARGER SPRUCE TREES.
 PP0891
 PP0891                          STATION RECOVERY (2014)
 PP0891
 PP0891'RECOVERY NOTE BY MN DEPT OF TRANSP 2014 (DAS)
 PP0891'RECOVERED AS DESCRIBED.
 PP0891
 PP0891                          STATION RECOVERY (2022)
 PP0891
 PP0891'RECOVERY NOTE BY MN DEPT OF TRANSP 2022 (MJS)
 PP0891'AT LAKEVILLE, 4.3 MI (6.9 KM) SOUTH OF THE JUNCTION OF TRUNK HIGHWAY
 PP0891'50 AND INTERSTATE HIGHWAY 35, AT TRUNK HIGHWAY 35 MILE POINT 81.35,
 PP0891'0.5 MI (0.8 KM) NORTH OF THE DAKOTA-SCOTT COUNTY LINE, 0.5 MI (0.8 KM)
 PP0891'SOUTH OF COUNTY ROAD 70, 200.0 FT (61.0 M) NORTH OF A PIPELINE
 PP0891'CROSSING, 95.0 FT (29.0 M) EAST OF NORTHBOUND INTERSTATE HIGHWAY 35 AT
 PP0891'STATION 496+16, 4.0 FT (1.2 M) WEST OF AN EAST RIGHT-OF-WAY FENCE, 0.9
 PP0891'FT (27 CM) WEST OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 PP0885 ***********************************************************************
 PP0885  DESIGNATION -  1980 C 2
 PP0885  PID         -  PP0885
 PP0885  STATE/COUNTY-  MN/DAKOTA
 PP0885  COUNTRY     -  US
 PP0885  USGS QUAD   -  ORCHARD LAKE (2019)
 PP0885
 PP0885                         *CURRENT SURVEY CONTROL
 PP0885  ______________________________________________________________________
 PP0885* NAD 83(1986) POSITION- 44 39 10.01   (N) 093 17 42.06   (W)   HD_HELD1
 PP0885* NAVD 88 ORTHO HEIGHT -   324.013 (meters)     1063.03  (feet) ADJUSTED
 PP0885  ______________________________________________________________________
 PP0885  GEOID HEIGHT    -        -27.510 (meters)                     GEOID18
 PP0885  DYNAMIC HEIGHT  -        323.988 (meters)     1062.95  (feet) COMP
 PP0885  MODELED GRAVITY -    980,531.6   (mgal)                       NAVD 88
 PP0885
 PP0885  VERT ORDER      -  SECOND    CLASS I
 PP0885
 PP0885.The horizontal coordinates were determined by differentially corrected
 PP0885.hand held GPS observations or other comparable positioning techniques
 PP0885.and have an estimated accuracy of +/- 3 meters.
 PP0885
 PP0885.The orthometric height was determined by differential leveling and
 PP0885.adjusted by the NATIONAL GEODETIC SURVEY
 PP0885.in September 2016.
 PP0885
 PP0885.Significant digits in the geoid height do not necessarily reflect accuracy.
 PP0885.GEOID18 height accuracy estimate available here.
 PP0885
 PP0885.Click photographs - Photos may exist for this station.
 PP0885
 PP0885.The dynamic height is computed by dividing the NAVD 88
 PP0885.geopotential number by the normal gravity value computed on the
 PP0885.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP0885.degrees latitude (g = 980.6199 gals.).
 PP0885
 PP0885.The modeled gravity was interpolated from observed gravity values.
 PP0885
 PP0885;                    North         East    Units  Estimated Accuracy
 PP0885;SPC MN S     -   283,884.3     855,915.5     MT  (+/- 3 meters HH1 GPS) 
 PP0885
 PP0885_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK7660844422(NAD 83)
 PP0885
 PP0885                          SUPERSEDED SURVEY CONTROL
 PP0885
 PP0885  NAVD 88 (06/15/91)  324.021  (m)         1063.06   (f) SUPERSEDED  2 0
 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
 PP0885.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PP0885.See file dsdata.pdf to determine how the superseded data were derived.
 PP0885
 PP0885_MARKER: DB = BENCH MARK DISK
 PP0885_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 PP0885_SP_SET: BRIDGE ABUTMENT
 PP0885_STAMPING: 1980 C 2 1970
 PP0885_MARK LOGO: MNHD
 PP0885_MAGNETIC: N = NO MAGNETIC MATERIAL
 PP0885_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PP0885_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 PP0885+SATELLITE: SATELLITE OBSERVATIONS - November 03, 2022
 PP0885
 PP0885  HISTORY     - Date     Condition        Report By
 PP0885  HISTORY     - 1970     MONUMENTED       MNHD
 PP0885  HISTORY     - 20070620 GOOD             MNDT
 PP0885  HISTORY     - 20140722 GOOD             MNDT
 PP0885  HISTORY     - 20221103 GOOD             MNDT
 PP0885
 PP0885                          STATION DESCRIPTION
 PP0885
 PP0885'DESCRIBED BY MN HIGHWAY DEPT 1970
 PP0885'IN LAKEVILLE.
 PP0885'MARK IS LOCATED 3.3 MILES SOUTH OF THE JUNCTION OF FAI 35 AND T.H. 50
 PP0885'IN THE VILLAGE OF LAKEVILLE, 1.5 MILES NORTH OF THE DAKOTA-SCOTT
 PP0885'COUNTY LINE, IN THE NORTHWEST CORNER OF BRIDGE NO. 19843, FAI 35
 PP0885'SOUTHBOUND OVER COUNTY ROAD 64 AND THE CHICAGO, MILWAUKEE, ST. PAUL
 PP0885'AND PACIFIC RAILROAD.  NW 1/4 SECTION 25, T 114N, R 21W.
 PP0885
 PP0885                          STATION RECOVERY (2007)
 PP0885
 PP0885'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (PJG)
 PP0885'THE MARK IS LOCATED ABOUT 7.5 MI (12.1 KM) EAST-SOUTHEAST OF PRIOR
 PP0885'LAKE, 7.5 MI (12.1 KM) WEST OF FARMINGTON AND 6.2 MI (10.0 KM)
 PP0885'NORTH-NORTHEAST OF NEW MARKET.
 PP0885'
 PP0885'TO REACH TO THE MARK AT LAKEVILLE, GO 3.3 MI (5.3 KM) SOUTH OF THE
 PP0885'JUNCTION OF TRUNK HIGHWAY 50 AND INTERSTATE HIGHWAY 35, 1.5 MI (2.4
 PP0885'KM) NORTH OF DAKOTA-SCOTT COUNTY LINE, IN NORTHWEST CORNER OF
 PP0885'SOUTHBOUND INTERSTATE HIGHWAY 35 BRIDGE 19843 OVER COUNTY ROAD 64 AND
 PP0885'BIKE PATH.
 PP0885
 PP0885                          STATION RECOVERY (2014)
 PP0885
 PP0885'RECOVERY NOTE BY MN DEPT OF TRANSP 2014 (DAS)
 PP0885'RECOVERED AS DESCRIBED.
 PP0885
 PP0885                          STATION RECOVERY (2022)
 PP0885
 PP0885'RECOVERY NOTE BY MN DEPT OF TRANSP 2022 (MJS)
 PP0885'AT LAKEVILLE, 3.3 MI (5.3 KM) SOUTH OF THE JUNCTION OF TRUNK HIGHWAY
 PP0885'50 AND INTERSTATE HIGHWAY 35, 1.5 MI (2.4 KM) NORTH OF DAKOTA-SCOTT
 PP0885'COUNTY LINE, IN THE NORTHWEST CORNER OF SOUTHBOUND INTERSTATE HIGHWAY
 PP0885'35 BRIDGE NUMBER 19843 OVER COUNTY ROAD 64 AND A BIKE PATH.
 PP0885'
 PP0885'THE SURVEY MARK HAS BEEN DEEMED UNSAFE DUE TO FALL RISK AND HAS BEEN
 PP0885'ABANDONED FOR MNDOT GEODETIC USE.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 PP0884 ***********************************************************************
 PP0884  DESIGNATION -  1980 D
 PP0884  PID         -  PP0884
 PP0884  STATE/COUNTY-  MN/DAKOTA
 PP0884  COUNTRY     -  US
 PP0884  USGS QUAD   -  ORCHARD LAKE (2019)
 PP0884
 PP0884                         *CURRENT SURVEY CONTROL
 PP0884  ______________________________________________________________________
 PP0884* NAD 83(1986) POSITION- 44 39 32.56   (N) 093 17 39.94   (W)   HD_HELD1
 PP0884* NAVD 88 ORTHO HEIGHT -   311.906 (meters)     1023.31  (feet) ADJUSTED
 PP0884  ______________________________________________________________________
 PP0884  GEOID HEIGHT    -        -27.494 (meters)                     GEOID18
 PP0884  DYNAMIC HEIGHT  -        311.883 (meters)     1023.24  (feet) COMP
 PP0884  MODELED GRAVITY -    980,533.0   (mgal)                       NAVD 88
 PP0884
 PP0884  VERT ORDER      -  SECOND    CLASS I
 PP0884
 PP0884.The horizontal coordinates were determined by differentially corrected
 PP0884.hand held GPS observations or other comparable positioning techniques
 PP0884.and have an estimated accuracy of +/- 3 meters.
 PP0884
 PP0884.The orthometric height was determined by differential leveling and
 PP0884.adjusted by the NATIONAL GEODETIC SURVEY
 PP0884.in September 2016.
 PP0884
 PP0884.Significant digits in the geoid height do not necessarily reflect accuracy.
 PP0884.GEOID18 height accuracy estimate available here.
 PP0884
 PP0884.Click photographs - Photos may exist for this station.
 PP0884
 PP0884.The dynamic height is computed by dividing the NAVD 88
 PP0884.geopotential number by the normal gravity value computed on the
 PP0884.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP0884.degrees latitude (g = 980.6199 gals.).
 PP0884
 PP0884.The modeled gravity was interpolated from observed gravity values.
 PP0884
 PP0884;                    North         East    Units  Estimated Accuracy
 PP0884;SPC MN S     -   284,580.7     855,956.2     MT  (+/- 3 meters HH1 GPS) 
 PP0884
 PP0884_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK7665745117(NAD 83)
 PP0884
 PP0884                          SUPERSEDED SURVEY CONTROL
 PP0884
 PP0884  NAVD 88 (06/15/91)  311.902  (m)         1023.30   (f) SUPERSEDED  2 0
 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
 PP0884.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PP0884.See file dsdata.pdf to determine how the superseded data were derived.
 PP0884
 PP0884_MARKER: DB = BENCH MARK DISK
 PP0884_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 PP0884_STAMPING: 1980 D 1970
 PP0884_MARK LOGO: MNHD
 PP0884_PROJECTION: RECESSED 3 CENTIMETERS
 PP0884_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 PP0884_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PP0884_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PP0884+SATELLITE: SATELLITE OBSERVATIONS - November 03, 2022
 PP0884
 PP0884  HISTORY     - Date     Condition        Report By
 PP0884  HISTORY     - 1970     MONUMENTED       MNHD
 PP0884  HISTORY     - 1971     GOOD             MNDT
 PP0884  HISTORY     - 20070621 GOOD             MNDT
 PP0884  HISTORY     - 20140722 GOOD             MNDT
 PP0884  HISTORY     - 20221103 GOOD             MNDT
 PP0884
 PP0884                          STATION DESCRIPTION
 PP0884
 PP0884'DESCRIBED BY MN DEPT OF TRANSP 1971
 PP0884'IN LAKEVILLE.
 PP0884'ELKO TO BLOOMINGTON, 2.8 MILES SOUTH ALONG FAI 35 FROM THE JUNCTION OF
 PP0884'FAI 35 AND T.H. 50 IN LAKEVILLE, 0.5 MILES SOUTH OF 195TH STREET, 0.5
 PP0884'MILES NORTH OF COUNTY ROAD 64, 189 FEET NORTH OF THE WEST END OF A 60
 PP0884'INCH CONCRETE CULVERT (UNDER I-35) 96 FEET WEST OF AND 3 FEET HIGHER
 PP0884'THAN FAI 35 SOUTHBOUND CENTERLINE STATION 571+05, 2 FEET EAST OF THE
 PP0884'RIGHT OF WAY FENCE, 1 FOOT EAST OF A STEEL WITNESS POST, IN A 6 FOOT
 PP0884'PRE-CAST CONCRETE MONUMENT SET FLUSH WITH THE GROUND.  NE 1/4, SEC 25,
 PP0884'T 114N, R 21W.  NOTE-- MARK IS ABOUT 700 FEET NORTHWEST OF A HIGHWAY
 PP0884'MAINTENANCE BUILDING.
 PP0884
 PP0884                          STATION RECOVERY (2007)
 PP0884
 PP0884'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (VWC)
 PP0884'THE MARK IS LOCATED ABOUT 7.5 MI (12.1 KM) WEST OF FARMINGTON, 7.4 MI
 PP0884'(11.9 KM) EAST-SOUTHEAST OF PRIOR LAKE AND 6.6 MI (10.6 KM)
 PP0884'NORTH-NORTHEAST OF NEW MARKET.
 PP0884'
 PP0884'TO REACH TO THE MARK AT LAKEVILLE, GO 2.8 MI (4.5 KM) SOUTH OF THE
 PP0884'JUNCTION OF TRUNK HIGHWAY 50 AND INTERSTATE HIGHWAY 35, AT INTERSTATE
 PP0884'35 MILE POINT 82.8, 0.5 MI (0.8 KM) NORTH OF COUNTY ROAD 64, 0.5 MI
 PP0884'(0.8 KM) SOUTH OF 195TH STREET WEST, 189 FT (57.6 M) WEST OF NORTHWEST
 PP0884'END OF 60 INCH (152 CM) CONCRETE CULVERT, 96 FT (29.3 M) WEST OF
 PP0884'SOUTHBOUND INTERSTATE HIGHWAY 35 AT STATION 571+05, 2.0 FT (0.6 M)
 PP0884'EAST OF RIGHT-OF-WAY FENCE, 1.0 FT (0.3 M) EAST OF A WITNESS POST.
 PP0884
 PP0884                          STATION RECOVERY (2014)
 PP0884
 PP0884'RECOVERY NOTE BY MN DEPT OF TRANSP 2014 (DAS)
 PP0884'RECOVERED AS DESCRIBED.
 PP0884
 PP0884                          STATION RECOVERY (2022)
 PP0884
 PP0884'RECOVERY NOTE BY MN DEPT OF TRANSP 2022 (MJS)
 PP0884'AT LAKEVILLE, 2.8 MI (4.5 KM) SOUTH OF THE JUNCTION OF COUNTY ROAD 50
 PP0884'AND INTERSTATE HIGHWAY 35, AT INTERSTATE HIGHWAY 35 MILE POINT 82.8,
 PP0884'0.5 MI (0.8 KM) NORTH OF COUNTY ROAD 64, 0.5 MI (0.8 KM) SOUTH OF
 PP0884'195TH STREET WEST, 189.0 FT (57.6 M) WEST OF THE NORTHWEST END OF A
 PP0884'60.0 INCH (152 CM) DIAMETER CONCRETE CULVERT, 96.0 FT (29.3 M) WEST OF
 PP0884'SOUTHBOUND INTERSTATE HIGHWAY 35 AT STATION 571+05, 2.0 FT (0.6 M)
 PP0884'EAST OF A RIGHT-OF-WAY FENCE, 1.0 FT (0.3 M) EAST OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 PP0883 ***********************************************************************
 PP0883  DESIGNATION -  1980 E
 PP0883  PID         -  PP0883
 PP0883  STATE/COUNTY-  MN/DAKOTA
 PP0883  COUNTRY     -  US
 PP0883  USGS QUAD   -  ORCHARD LAKE (2019)
 PP0883
 PP0883                         *CURRENT SURVEY CONTROL
 PP0883  ______________________________________________________________________
 PP0883* NAD 83(1986) POSITION- 44 40 00.53   (N) 093 17 37.27   (W)   HD_HELD1
 PP0883* NAVD 88 ORTHO HEIGHT -   309.897 (meters)     1016.72  (feet) ADJUSTED
 PP0883  ______________________________________________________________________
 PP0883  GEOID HEIGHT    -        -27.474 (meters)                     GEOID18
 PP0883  DYNAMIC HEIGHT  -        309.874 (meters)     1016.64  (feet) COMP
 PP0883  MODELED GRAVITY -    980,534.8   (mgal)                       NAVD 88
 PP0883
 PP0883  VERT ORDER      -  SECOND    CLASS 0
 PP0883
 PP0883.The horizontal coordinates were determined by differentially corrected
 PP0883.hand held GPS observations or other comparable positioning techniques
 PP0883.and have an estimated accuracy of +/- 3 meters.
 PP0883
 PP0883.The orthometric height was determined by differential leveling and
 PP0883.adjusted by the NATIONAL GEODETIC SURVEY
 PP0883.in June 1991.
 PP0883
 PP0883.Significant digits in the geoid height do not necessarily reflect accuracy.
 PP0883.GEOID18 height accuracy estimate available here.
 PP0883
 PP0883.Click photographs - Photos may exist for this station.
 PP0883
 PP0883.The dynamic height is computed by dividing the NAVD 88
 PP0883.geopotential number by the normal gravity value computed on the
 PP0883.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP0883.degrees latitude (g = 980.6199 gals.).
 PP0883
 PP0883.The modeled gravity was interpolated from observed gravity values.
 PP0883
 PP0883;                    North         East    Units  Estimated Accuracy
 PP0883;SPC MN S     -   285,444.5     856,007.6     MT  (+/- 3 meters HH1 GPS) 
 PP0883
 PP0883_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK7671945980(NAD 83)
 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
 PP0883.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PP0883.See file dsdata.pdf to determine how the superseded data were derived.
 PP0883
 PP0883_MARKER: DB = BENCH MARK DISK
 PP0883_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 PP0883_SP_SET: BRIDGE ABUTMENT
 PP0883_STAMPING: 1980 E 1970
 PP0883_MARK LOGO: MNHD
 PP0883_MAGNETIC: N = NO MAGNETIC MATERIAL
 PP0883_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PP0883_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 PP0883+SATELLITE: SATELLITE OBSERVATIONS - November 03, 2022
 PP0883
 PP0883  HISTORY     - Date     Condition        Report By
 PP0883  HISTORY     - 19700401 MONUMENTED       MNHD
 PP0883  HISTORY     - 1971     GOOD             MNDT
 PP0883  HISTORY     - 20070620 GOOD             MNDT
 PP0883  HISTORY     - 20140722 GOOD             MNDT
 PP0883  HISTORY     - 20221103 GOOD             MNDT
 PP0883
 PP0883                          STATION DESCRIPTION
 PP0883
 PP0883'DESCRIBED BY MN DEPT OF TRANSP 1971
 PP0883'IN LAKEVILLE.
 PP0883'ELKO TO BLOOMINGTON, 2.3 MILES SOUTH ALONG FAI 35 FROM THE JUNCTION OF
 PP0883'FAI 35 AND T.H. 50 IN LAKEVILLE, 1.0 MILES NORTH OF COUNTY ROAD 64, IN
 PP0883'THE SOUTHEAST CORNER OF BRIDGE NO. 19841, 195TH STREET OVER FAI 35. SW
 PP0883'1/4, SEC 24, T114N, R 21W.
 PP0883
 PP0883                          STATION RECOVERY (2007)
 PP0883
 PP0883'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (PJG)
 PP0883'THE MARK IS LOCATED ABOUT 7.6 MI (12.2 KM) WEST-NORTHWEST OF
 PP0883'FARMINGTON, 7.1 MI (11.4 KM) EAST-SOUTHEAST OF PRIOR LAKE AND 7.1 MI
 PP0883'(11.4 KM) NORTH-NORTHEAST OF NEW MARKET.
 PP0883'
 PP0883'TO REACH TO THE MARK AT LAKEVILLE, GO 2.3 MI (3.7 KM) SOUTH OF THE
 PP0883'JUNCTION OF TRUNK HIGHWAY 50 AND INTERSTATE HIGHWAY 35, 1.0 MI (1.6
 PP0883'KM) NORTH OF COUNTY ROAD 64, IN SOUTHEAST CORNER OF 195TH STREET WEST
 PP0883'BRIDGE 19841 OVER INTERSTATE HIGHWAY 35.
 PP0883
 PP0883                          STATION RECOVERY (2014)
 PP0883
 PP0883'RECOVERY NOTE BY MN DEPT OF TRANSP 2014 (DAS)
 PP0883'THE STATION IS LOCATED ABOUT 7.6 MI (12.2 KM) WEST-NORTHWEST OF
 PP0883'FARMINGTON, 7.1 MI (11.4 KM) EAST-SOUTHEAST OF PRIOR LAKE AND 7.1 MI
 PP0883'(11.4 KM) NORTH-NORTHEAST OF NEW MARKET.
 PP0883'
 PP0883'TO REACH THE MARK GO 2.3 MI (3.7 KM) SOUTH OF THE JUNCTION OF COUNTY
 PP0883'ROAD 50 AND INTERSTATE HIGHWAY 35, 1.0 MI (1.6 KM) NORTH OF COUNTY
 PP0883'ROAD 64 AT MILE POINT 82.8.
 PP0883'
 PP0883'THE MARK IS LOCATED 17.5 FT (5.3 M) SOUTH OF 195TH STREET WEST BRIDGE
 PP0883'NUMBER 19841 OVER INTERSTATE HIGHWAY 35.
 PP0883
 PP0883                          STATION RECOVERY (2022)
 PP0883
 PP0883'RECOVERY NOTE BY MN DEPT OF TRANSP 2022 (MS)
 PP0883'AT LAKEVILLE, 2.3 MI (3.7 KM) SOUTH OF THE JUNCTION OF COUNTY ROAD 50
 PP0883'AND INTERSTATE HIGHWAY 35, 1.0 MI (1.6 KM) NORTH OF COUNTY ROAD 64 AT
 PP0883'MILE POINT 82.8, 17.5 FT (5.3 M) SOUTH OF 195TH STREET WEST BRIDGE
 PP0883'NUMBER 19841 OVER INTERSTATE HIGHWAY 35.
 PP0883'
 PP0883'THE SURVEY MARK HAS BEEN DEEMED UNSAFE DUE TO FALL RISK AND HAS BEEN
 PP0883'ABANDONED FOR MNDOT GEODETIC USE.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 PP0880 ***********************************************************************
 PP0880  DESIGNATION -  1980 F 1
 PP0880  PID         -  PP0880
 PP0880  STATE/COUNTY-  MN/DAKOTA
 PP0880  COUNTRY     -  US
 PP0880  USGS QUAD   -  ORCHARD LAKE (2019)
 PP0880
 PP0880                         *CURRENT SURVEY CONTROL
 PP0880  ______________________________________________________________________
 PP0880* NAD 83(1986) POSITION- 44 40 22.22   (N) 093 17 37.64   (W)   HD_HELD1
 PP0880* NAVD 88 ORTHO HEIGHT -   301.572 (meters)      989.41  (feet) ADJUSTED
 PP0880  ______________________________________________________________________
 PP0880  GEOID HEIGHT    -        -27.455 (meters)                     GEOID18
 PP0880  DYNAMIC HEIGHT  -        301.550 (meters)      989.34  (feet) COMP
 PP0880  MODELED GRAVITY -    980,536.1   (mgal)                       NAVD 88
 PP0880
 PP0880  VERT ORDER      -  SECOND    CLASS 0
 PP0880
 PP0880.The horizontal coordinates were determined by differentially corrected
 PP0880.hand held GPS observations or other comparable positioning techniques
 PP0880.and have an estimated accuracy of +/- 3 meters.
 PP0880
 PP0880.The orthometric height was determined by differential leveling and
 PP0880.adjusted by the NATIONAL GEODETIC SURVEY
 PP0880.in June 1991.
 PP0880
 PP0880.Significant digits in the geoid height do not necessarily reflect accuracy.
 PP0880.GEOID18 height accuracy estimate available here.
 PP0880
 PP0880.Click photographs - Photos may exist for this station.
 PP0880
 PP0880.The dynamic height is computed by dividing the NAVD 88
 PP0880.geopotential number by the normal gravity value computed on the
 PP0880.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP0880.degrees latitude (g = 980.6199 gals.).
 PP0880
 PP0880.The modeled gravity was interpolated from observed gravity values.
 PP0880
 PP0880;                    North         East    Units  Estimated Accuracy
 PP0880;SPC MN S     -   286,113.9     855,993.7     MT  (+/- 3 meters HH1 GPS) 
 PP0880
 PP0880_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK7671346649(NAD 83)
 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
 PP0880.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PP0880.See file dsdata.pdf to determine how the superseded data were derived.
 PP0880
 PP0880_MARKER: DB = BENCH MARK DISK
 PP0880_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 PP0880_SP_SET: BRIDGE ABUTMENT
 PP0880_STAMPING: 1980 F 1 1970
 PP0880_MARK LOGO: MNHD
 PP0880_MAGNETIC: N = NO MAGNETIC MATERIAL
 PP0880_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PP0880_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 PP0880+SATELLITE: SATELLITE OBSERVATIONS - November 03, 2022
 PP0880
 PP0880  HISTORY     - Date     Condition        Report By
 PP0880  HISTORY     - 19700401 MONUMENTED       MNHD
 PP0880  HISTORY     - 1971     GOOD             MNDT
 PP0880  HISTORY     - 20070620 GOOD             MNDT
 PP0880  HISTORY     - 20140722 GOOD             MNDT
 PP0880  HISTORY     - 20221103 GOOD             MNDT
 PP0880
 PP0880                          STATION DESCRIPTION
 PP0880
 PP0880'DESCRIBED BY MN DEPT OF TRANSP 1971
 PP0880'IN LAKEVILLE.
 PP0880'ELKO TO BLOOMINGTON, 2.1 MILES SOUTH ALONG FAI 35, FROM THE JUNCTION
 PP0880'OF FAI 35 AND T.H. 50 IN LAKEVILLE, 0.4 MILES NORTH OF 195TH STREET,
 PP0880'IN THE SOUTHEAST CORNER OF BRIDGE NO. 198+48, FAI 35 NORTHBOUND OVER
 PP0880'THE NORTHWEST CORNER OF MARION LAKE.  SW 1/4, SEC 24, T114N, R 21W.
 PP0880
 PP0880                          STATION RECOVERY (2007)
 PP0880
 PP0880'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (PJG)
 PP0880'THE MARK IS LOCATED ABOUT 7.7 MI (12.4 KM) WEST-NORTHWEST OF
 PP0880'FARMINGTON, 7.5 MI (12.1 KM) NORTH-NORTHEAST OF NEW MARKET AND 6.9 MI
 PP0880'(11.1 KM) EAST-SOUTHEAST OF PRIOR LAKE.
 PP0880'
 PP0880'TO REACH TO THE MARK AT LAKEVILLE, GO 1.9 MI (3.1 KM) SOUTH OF THE
 PP0880'JUNCTION OF TRUNK HIGHWAY 50 AND INTERSTATE HIGHWAY 35, 0.4 MI (0.6
 PP0880'KM) NORTH OF 195TH STREET WEST, IN SOUTHEAST CORNER OF NORTHBOUND
 PP0880'INTERSTATE HIGHWAY 35 BRIDGE 19848 OVER CHANNEL AT WEST END OF MARION
 PP0880'LAKE.
 PP0880
 PP0880                          STATION RECOVERY (2014)
 PP0880
 PP0880'RECOVERY NOTE BY MN DEPT OF TRANSP 2014 (DAS)
 PP0880'THE STATION IS LOCATED ABOUT 7.7 MI (12.4 KM) WEST-NORTHWEST OF
 PP0880'FARMINGTON, 7.5 MI (12.1 KM) NORTH-NORTHEAST OF NEW MARKET AND 6.9 MI
 PP0880'(11.1 KM) EAST-SOUTHEAST OF PRIOR LAKE.
 PP0880'
 PP0880'TO REACH THE MARK GO 1.9 MI (3.1 KM) SOUTH OF THE JUNCTION OF TRUNK
 PP0880'HIGHWAY 50 AND INTERSTATE HIGHWAY 35 AT MILE POINT 83.75, 0.4 MI (0.6
 PP0880'KM) NORTH OF 195TH STREET WEST.
 PP0880'
 PP0880'THE MARK IS LOCATED 24.0 FT (7.3 M) EAST OF NORTHBOUND INTERSTATE
 PP0880'HIGHWAY 35, IN SOUTHEAST CORNER OF NORTHBOUND INTERSTATE HIGHWAY 35
 PP0880'BRIDGE NUMBER 19848 OVER CHANNEL AT WEST END OF MARION LAKE.
 PP0880
 PP0880                          STATION RECOVERY (2022)
 PP0880
 PP0880'RECOVERY NOTE BY MN DEPT OF TRANSP 2022 (MJS)
 PP0880'IN LAKEVILLE, 1.9 MI (3.1 KM) SOUTH OF THE JUNCTION OF TRUNK HIGHWAY
 PP0880'50 AND INTERSTATE HIGHWAY 35 AT MILE POINT 83.75, 0.4 MI (0.6 KM)
 PP0880'NORTH OF 195TH STREET WEST, 24.0 FT (7.3 M) EAST OF NORTHBOUND
 PP0880'INTERSTATE HIGHWAY 35, IN THE SOUTHEAST CORNER OF NORTHBOUND
 PP0880'INTERSTATE HIGHWAY 35 BRIDGE NUMBER 19848 OVER A CHANNEL AT THE WEST
 PP0880'END OF MARION LAKE.
 PP0880'
 PP0880'THE SURVEY MARK HAS BEEN DEEMED UNSAFE DUE TO FALL RISK AND HAS BEEN
 PP0880'ABANDONED FOR MNDOT GEODETIC USE.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 PP0881 ***********************************************************************
 PP0881  DESIGNATION -  1980 F 2
 PP0881  PID         -  PP0881
 PP0881  STATE/COUNTY-  MN/DAKOTA
 PP0881  COUNTRY     -  US
 PP0881  USGS QUAD   -  ORCHARD LAKE (2019)
 PP0881
 PP0881                         *CURRENT SURVEY CONTROL
 PP0881  ______________________________________________________________________
 PP0881* NAD 83(1986) POSITION- 44 40 23.01   (N) 093 17 39.41   (W)   HD_HELD1
 PP0881* NAVD 88 ORTHO HEIGHT -   301.573 (meters)      989.41  (feet) ADJUSTED
 PP0881  ______________________________________________________________________
 PP0881  GEOID HEIGHT    -        -27.453 (meters)                     GEOID18
 PP0881  DYNAMIC HEIGHT  -        301.551 (meters)      989.34  (feet) COMP
 PP0881  MODELED GRAVITY -    980,536.2   (mgal)                       NAVD 88
 PP0881
 PP0881  VERT ORDER      -  SECOND    CLASS 0
 PP0881
 PP0881.The horizontal coordinates were determined by differentially corrected
 PP0881.hand held GPS observations or other comparable positioning techniques
 PP0881.and have an estimated accuracy of +/- 3 meters.
 PP0881
 PP0881.The orthometric height was determined by differential leveling and
 PP0881.adjusted by the NATIONAL GEODETIC SURVEY
 PP0881.in June 1991.
 PP0881
 PP0881.Significant digits in the geoid height do not necessarily reflect accuracy.
 PP0881.GEOID18 height accuracy estimate available here.
 PP0881
 PP0881.Click photographs - Photos may exist for this station.
 PP0881
 PP0881.The dynamic height is computed by dividing the NAVD 88
 PP0881.geopotential number by the normal gravity value computed on the
 PP0881.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP0881.degrees latitude (g = 980.6199 gals.).
 PP0881
 PP0881.The modeled gravity was interpolated from observed gravity values.
 PP0881
 PP0881;                    North         East    Units  Estimated Accuracy
 PP0881;SPC MN S     -   286,137.9     855,954.5     MT  (+/- 3 meters HH1 GPS) 
 PP0881
 PP0881_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK7667446674(NAD 83)
 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
 PP0881.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PP0881.See file dsdata.pdf to determine how the superseded data were derived.
 PP0881
 PP0881_MARKER: DB = BENCH MARK DISK
 PP0881_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 PP0881_SP_SET: BRIDGE ABUTMENT
 PP0881_STAMPING: 1980 F 2 1970
 PP0881_MARK LOGO: MNHD
 PP0881_MAGNETIC: N = NO MAGNETIC MATERIAL
 PP0881_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PP0881_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 PP0881+SATELLITE: SATELLITE OBSERVATIONS - November 03, 2022
 PP0881
 PP0881  HISTORY     - Date     Condition        Report By
 PP0881  HISTORY     - 1970     MONUMENTED       MNHD
 PP0881  HISTORY     - 20070620 GOOD             MNDT
 PP0881  HISTORY     - 20140722 GOOD             MNDT
 PP0881  HISTORY     - 20221103 GOOD             MNDT
 PP0881
 PP0881                          STATION DESCRIPTION
 PP0881
 PP0881'DESCRIBED BY MN HIGHWAY DEPT 1970
 PP0881'IN LAKEVILLE.
 PP0881'MARK IS LOCATED 2.1 MILES SOUTH OF THE JUNCTION OF FAI 35 AND T.H. 50,
 PP0881'IN THE VILLAGE OF LAKEVILLE, 0.4 MILES NORTH OF 195TH STREET WEST, IN
 PP0881'THE NORTHWEST CORNER OF BRIDGE NO. 19847, FAI 35 SOUTHBOUND OVER A
 PP0881'CHANNEL AT THE NORTHWEST END OF MARION LAKE.  NW 1/4 SECTION 24, T
 PP0881'114N, R 21W.
 PP0881
 PP0881                          STATION RECOVERY (2007)
 PP0881
 PP0881'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (PJG)
 PP0881'THE MARK IS LOCATED ABOUT 7.8 MI (12.6 KM) WEST-NORTHWEST OF
 PP0881'FARMINGTON, 7.5 MI (12.1 KM) NORTH-NORTHEAST OF NEW MARKET AND 6.9 MI
 PP0881'(11.1 KM) EAST-SOUTHEAST OF PRIOR LAKE.
 PP0881'
 PP0881'TO REACH TO THE MARK AT LAKEVILLE, GO 2.1 MI (3.4 KM) SOUTH OF THE
 PP0881'JUNCTION OF TRUNK HIGHWAY 50 AND INTERSTATE HIGHWAY 35, 0.4 MI (0.6
 PP0881'KM) NORTH OF 195TH STREET WEST, IN NORTHWEST CORNER OF SOUTHBOUND
 PP0881'INTERSTATE HIGHWAY 35 BRIDGE 19847 OVER CHANNEL AT WEST END OF MARION
 PP0881'LAKE.
 PP0881
 PP0881                          STATION RECOVERY (2014)
 PP0881
 PP0881'RECOVERY NOTE BY MN DEPT OF TRANSP 2014 (DAS)
 PP0881'RECOVERED AS DESCRIBED.
 PP0881
 PP0881                          STATION RECOVERY (2022)
 PP0881
 PP0881'RECOVERY NOTE BY MN DEPT OF TRANSP 2022 (MJS)
 PP0881'IN LAKEVILLE, 2.1 MI (3.4 KM) SOUTH OF THE JUNCTION OF COUNTY ROAD 50
 PP0881'AND INTERSTATE HIGHWAY 35, 0.4 MI (0.6 KM) NORTH OF 195TH STREET WEST,
 PP0881'23.5 FT (7.2 M) WEST OF SOUTHBOUND INTERSTATE HIGHWAY 35 AT MILE POINT
 PP0881'83.75, IN THE NORTHWEST CORNER OF SOUTHBOUND INTERSTATE HIGHWAY 35
 PP0881'BRIDGE NUMBER 19847 OVER A CHANNEL AT THE WEST END OF MARION LAKE.
 PP0881'
 PP0881'THE SURVEY MARK HAS BEEN DEEMED UNSAFE DUE TO FALL RISK AND HAS BEEN
 PP0881'ABANDONED FOR MNDOT GEODETIC USE.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 PP0873 ***********************************************************************
 PP0873  DESIGNATION -  1980 K 1
 PP0873  PID         -  PP0873
 PP0873  STATE/COUNTY-  MN/DAKOTA
 PP0873  COUNTRY     -  US
 PP0873  USGS QUAD   -  ORCHARD LAKE (2019)
 PP0873
 PP0873                         *CURRENT SURVEY CONTROL
 PP0873  ______________________________________________________________________
 PP0873* NAD 83(1986) POSITION- 44 41 50.44   (N) 093 17 17.66   (W)   HD_HELD1
 PP0873* NAVD 88 ORTHO HEIGHT -   315.039 (meters)     1033.59  (feet) ADJUSTED
 PP0873  ______________________________________________________________________
 PP0873  GEOID HEIGHT    -        -27.402 (meters)                     GEOID18
 PP0873  DYNAMIC HEIGHT  -        315.018 (meters)     1033.52  (feet) COMP
 PP0873  MODELED GRAVITY -    980,541.0   (mgal)                       NAVD 88
 PP0873
 PP0873  VERT ORDER      -  SECOND    CLASS I
 PP0873
 PP0873.The horizontal coordinates were determined by differentially corrected
 PP0873.hand held GPS observations or other comparable positioning techniques
 PP0873.and have an estimated accuracy of +/- 3 meters.
 PP0873
 PP0873.The orthometric height was determined by differential leveling and
 PP0873.adjusted by the NATIONAL GEODETIC SURVEY
 PP0873.in September 2016.
 PP0873
 PP0873.Significant digits in the geoid height do not necessarily reflect accuracy.
 PP0873.GEOID18 height accuracy estimate available here.
 PP0873
 PP0873.Click photographs - Photos may exist for this station.
 PP0873
 PP0873.The dynamic height is computed by dividing the NAVD 88
 PP0873.geopotential number by the normal gravity value computed on the
 PP0873.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP0873.degrees latitude (g = 980.6199 gals.).
 PP0873
 PP0873.The modeled gravity was interpolated from observed gravity values.
 PP0873
 PP0873;                    North         East    Units  Estimated Accuracy
 PP0873;SPC MN S     -   288,840.6     856,410.0     MT  (+/- 3 meters HH1 GPS) 
 PP0873
 PP0873_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK7716349370(NAD 83)
 PP0873
 PP0873                          SUPERSEDED SURVEY CONTROL
 PP0873
 PP0873  NAVD 88 (06/15/91)  315.035  (m)         1033.58   (f) SUPERSEDED  2 0
 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
 PP0873.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PP0873.See file dsdata.pdf to determine how the superseded data were derived.
 PP0873
 PP0873_MARKER: DB = BENCH MARK DISK
 PP0873_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 PP0873_SP_SET: BRIDGE ABUTMENT
 PP0873_STAMPING: 1980 K 1 1970
 PP0873_MARK LOGO: MNHD
 PP0873_MAGNETIC: N = NO MAGNETIC MATERIAL
 PP0873_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PP0873_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 PP0873+SATELLITE: SATELLITE OBSERVATIONS - November 02, 2022
 PP0873
 PP0873  HISTORY     - Date     Condition        Report By
 PP0873  HISTORY     - 1970     MONUMENTED       MNHD
 PP0873  HISTORY     - 1971     GOOD             MNDT
 PP0873  HISTORY     - 1985     GOOD             MNDT
 PP0873  HISTORY     - 20070620 GOOD             MNDT
 PP0873  HISTORY     - 20140818 GOOD             MNDT
 PP0873  HISTORY     - 20221102 GOOD             MNDT
 PP0873
 PP0873                          STATION DESCRIPTION
 PP0873
 PP0873'DESCRIBED BY MN DEPT OF TRANSP 1971
 PP0873'IN LAKEVILLE.
 PP0873'ELKO TO BLOOMINGTON, 2.5 MILES SOUTH ALONG FAI 35 FROM THE JUNCTION OF
 PP0873'FAI 35E AND FAI 35W, IN THE SOUTHEAST CORNER OF BRIDGE NO. 19808 FAI
 PP0873'35 NORTHBOUND OVER T.H. 50.  NW 1/4, SEC 12, T114N, R 21W.
 PP0873
 PP0873                          STATION RECOVERY (1985)
 PP0873
 PP0873'RECOVERY NOTE BY MN DEPT OF TRANSP 1985
 PP0873'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  THE MARK IS
 PP0873'IN THE CITY OF LAKEVILLE, IN THE NORTHWEST 1/4 OF SECTION 12, T114N,
 PP0873'R21W, 2.5 MILES SOUTH ALONG INTERSTATE HIGHWAY 35 FROM THE JUNCTION
 PP0873'OF INTERSTATE HIGHWAYS 35W AND 35E, AT THE JUNCTION OF TRUNK HIGHWAY
 PP0873'50.  THE MARK, A STANDARD BRASS MNHD BENCH MARK DISK STAMPED---1980 K
 PP0873'1 1970---,IS SET IN THE ABUTMENT AT THE SOUTHEAST CORNER OF BRIDGE
 PP0873'NUMBER 19808 (NORTHBOUND HIGHWAY 35 OVER HIGHWAY 50).
 PP0873
 PP0873                          STATION RECOVERY (2007)
 PP0873
 PP0873'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (PJG)
 PP0873'THE MARK IS LOCATED ABOUT 9.2 MI (14.8 KM) NORTH-NORTHEAST OF NEW
 PP0873'MARKET, 8.1 MI (13.0 KM) WEST-NORTHWEST OF FARMINGTON AND 6.7 MI (10.8
 PP0873'KM) EAST OF PRIOR LAKE.
 PP0873'
 PP0873'TO REACH TO THE MARK IN LAKEVILLE, GO 2.5 MI (4.0 KM) SOUTH OF THE
 PP0873'JUNCTION OF INTERSTATE HIGHWAY 35 WEST AND INTERSTATE HIGHWAY 35 EAST,
 PP0873'AT THE JUNCTION OF INTERSTATE HIGHWAY 35 AND TRUNK HIGHWAY 50, IN
 PP0873'SOUTHEAST CORNER OF NORTHBOUND INTERSTATE HIGHWAY 35 BRIDGE 19808 OVER
 PP0873'TRUNK HIGHWAY 50.
 PP0873
 PP0873                          STATION RECOVERY (2014)
 PP0873
 PP0873'RECOVERY NOTE BY MN DEPT OF TRANSP 2014 (DAS)
 PP0873'RECOVERED AS DESCRIBED.
 PP0873
 PP0873                          STATION RECOVERY (2022)
 PP0873
 PP0873'RECOVERY NOTE BY MN DEPT OF TRANSP 2022 (MJS)
 PP0873'IN LAKEVILLE, 2.5 MI (4.0 KM) SOUTH OF THE JUNCTION OF INTERSTATE
 PP0873'HIGHWAY 35W AND INTERSTATE HIGHWAY 35E, AT THE JUNCTION OF INTERSTATE
 PP0873'HIGHWAY 35 AND COUNTY ROAD 50, IN THE SOUTHEAST CORNER OF NORTHBOUND
 PP0873'INTERSTATE HIGHWAY 35 BRIDGE NUMBER 19808 OVER COUNTY ROAD 50.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 PP0874 ***********************************************************************
 PP0874  DESIGNATION -  1980 K 2
 PP0874  PID         -  PP0874
 PP0874  STATE/COUNTY-  MN/DAKOTA
 PP0874  COUNTRY     -  US
 PP0874  USGS QUAD   -  ORCHARD LAKE (2019)
 PP0874
 PP0874                         *CURRENT SURVEY CONTROL
 PP0874  ______________________________________________________________________
 PP0874* NAD 83(1986) POSITION- 44 41 52.87   (N) 093 17 18.04   (W)   HD_HELD1
 PP0874* NAVD 88 ORTHO HEIGHT -   313.837 (meters)     1029.65  (feet) ADJUSTED
 PP0874  ______________________________________________________________________
 PP0874  GEOID HEIGHT    -        -27.400 (meters)                     GEOID18
 PP0874  DYNAMIC HEIGHT  -        313.816 (meters)     1029.58  (feet) COMP
 PP0874  MODELED GRAVITY -    980,541.2   (mgal)                       NAVD 88
 PP0874
 PP0874  VERT ORDER      -  SECOND    CLASS I
 PP0874
 PP0874.The horizontal coordinates were determined by differentially corrected
 PP0874.hand held GPS observations or other comparable positioning techniques
 PP0874.and have an estimated accuracy of +/- 3 meters.
 PP0874
 PP0874.The orthometric height was determined by differential leveling and
 PP0874.adjusted by the NATIONAL GEODETIC SURVEY
 PP0874.in September 2016.
 PP0874
 PP0874.Significant digits in the geoid height do not necessarily reflect accuracy.
 PP0874.GEOID18 height accuracy estimate available here.
 PP0874
 PP0874.Click photographs - Photos may exist for this station.
 PP0874
 PP0874.The dynamic height is computed by dividing the NAVD 88
 PP0874.geopotential number by the normal gravity value computed on the
 PP0874.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP0874.degrees latitude (g = 980.6199 gals.).
 PP0874
 PP0874.The modeled gravity was interpolated from observed gravity values.
 PP0874
 PP0874;                    North         East    Units  Estimated Accuracy
 PP0874;SPC MN S     -   288,915.5     856,401.0     MT  (+/- 3 meters HH1 GPS) 
 PP0874
 PP0874_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK7715449445(NAD 83)
 PP0874
 PP0874                          SUPERSEDED SURVEY CONTROL
 PP0874
 PP0874  NAVD 88 (06/15/91)  313.829  (m)         1029.62   (f) SUPERSEDED  2 0
 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
 PP0874.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PP0874.See file dsdata.pdf to determine how the superseded data were derived.
 PP0874
 PP0874_MARKER: DB = BENCH MARK DISK
 PP0874_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 PP0874_SP_SET: BRIDGE ABUTMENT
 PP0874_STAMPING: 1980 K 2 1970
 PP0874_MARK LOGO: MNHD
 PP0874_MAGNETIC: N = NO MAGNETIC MATERIAL
 PP0874_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PP0874_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 PP0874+SATELLITE: SATELLITE OBSERVATIONS - November 02, 2022
 PP0874
 PP0874  HISTORY     - Date     Condition        Report By
 PP0874  HISTORY     - 1970     MONUMENTED       MNHD
 PP0874  HISTORY     - 1985     GOOD             MNDT
 PP0874  HISTORY     - 20070620 GOOD             MNDT
 PP0874  HISTORY     - 20140818 GOOD             MNDT
 PP0874  HISTORY     - 20221102 GOOD             MNDT
 PP0874
 PP0874                          STATION DESCRIPTION
 PP0874
 PP0874'DESCRIBED BY MN HIGHWAY DEPT 1970
 PP0874'IN LAKEVILLE.
 PP0874'MARK IS LOCATED 2.5 MILES SOUTH OF THE JUNCTION OF FAI 35W AND FAI
 PP0874'35E, AT THE JUNCTION OF FAI 35 AND T.H. 50 IN LAKEVILLE, IN THE
 PP0874'NORTHWEST CORNER OF BRIDGE NO. 19807, FAI 35 SOUTHBOUND OVER T.H. 50
 PP0874'ABOUT 3.5 FEET SOUTH OF THE NORTH END OF THE CURB.  NW 1/4 SECTION 12,
 PP0874'T 114N, R 21W.
 PP0874
 PP0874                          STATION RECOVERY (1985)
 PP0874
 PP0874'RECOVERY NOTE BY MN DEPT OF TRANSP 1985
 PP0874'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  THE MARK IS
 PP0874'IN THE CITY OF LAKEVILLE, IN THE NORTHWEST 1/4 OF SECTION 12, T114N,
 PP0874'R21W, 2.5 MILES SOUTH ALONG INTERSTATE HIGHWAY 35 FROM THE JUNCTION
 PP0874'OF INTERSTATE HIGHWAYS 35E AND 35W, AT THE JUNCTION OF HIGHWAY 35 AND
 PP0874'TRUNK HIGHWAY 50.  THE MARK, A STANDARD BRASS MNHD BENCH MARK DISK
 PP0874'STAMPED---1980 K 2 1970---, IS SET IN THE ABUTMENT IN THE SOUTHEAST
 PP0874'CORNER OF BRIDGE NUMBER 19807 (FAI 35 SOUTHBOUND OVER HIGHWAY 50),
 PP0874'AND IS ABOUT 3.5 FEET SOUTH OF THE NORTH END OF THE CURB.
 PP0874
 PP0874                          STATION RECOVERY (2007)
 PP0874
 PP0874'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (PJG)
 PP0874'THE MARK IS LOCATED ABOUT 9.2 MI (14.8 KM) NORTH-NORTHEAST OF NEW
 PP0874'MARKET, 8.2 MI (13.2 KM) WEST-NORTHWEST OF FARMINGTON AND 6.7 MI (10.8
 PP0874'KM) EAST OF PRIOR LAKE.
 PP0874'
 PP0874'TO REACH TO THE MARK IN LAKEVILLE, GO 2.5 MI (4.0 KM) SOUTH OF THE
 PP0874'JUNCTION OF INTERSTATE HIGHWAY 35 WEST AND INTERSTATE HIGHWAY 35 EAST,
 PP0874'AT THE JUNCTION OF INTERSTATE HIGHWAY 35 AND TRUNK HIGHWAY 50, IN
 PP0874'NORTHWEST CORNER OF SOUTHBOUND INTERSTATE HIGHWAY 35 BRIDGE 19807 OVER
 PP0874'TRUNK HIGHWAY 50.
 PP0874
 PP0874                          STATION RECOVERY (2014)
 PP0874
 PP0874'RECOVERY NOTE BY MN DEPT OF TRANSP 2014 (DAS)
 PP0874'RECOVERED AS DESCRIBED.
 PP0874
 PP0874                          STATION RECOVERY (2022)
 PP0874
 PP0874'RECOVERY NOTE BY MN DEPT OF TRANSP 2022 (MJS)
 PP0874'IN LAKEVILLE, 2.5 MI (4.0 KM) SOUTH OF THE JUNCTION OF INTERSTATE
 PP0874'HIGHWAY 35W AND INTERSTATE HIGHWAY 35E, AT THE JUNCTION OF INTERSTATE
 PP0874'HIGHWAY 35 AND COUNTY ROAD 50, IN THE NORTHWEST CORNER OF SOUTHBOUND
 PP0874'INTERSTATE HIGHWAY 35 BRIDGE NUMBER 19807 OVER COUNTY ROAD 50.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DR2889 ***********************************************************************
 DR2889  DESIGNATION -  1980 P RESET
 DR2889  PID         -  DR2889
 DR2889  STATE/COUNTY-  MN/DAKOTA
 DR2889  COUNTRY     -  US
 DR2889  USGS QUAD   -  ORCHARD LAKE (2019)
 DR2889
 DR2889                         *CURRENT SURVEY CONTROL
 DR2889  ______________________________________________________________________
 DR2889* NAD 83(1986) POSITION- 44 43 48.88   (N) 093 16 57.24   (W)   HD_HELD1
 DR2889* NAVD 88 ORTHO HEIGHT -   312.330 (meters)     1024.70  (feet) ADJUSTED
 DR2889  ______________________________________________________________________
 DR2889  GEOID HEIGHT    -        -27.332 (meters)                     GEOID18
 DR2889  DYNAMIC HEIGHT  -        312.312 (meters)     1024.64  (feet) COMP
 DR2889  MODELED GRAVITY -    980,549.8   (mgal)                       NAVD 88
 DR2889
 DR2889  VERT ORDER      -  SECOND    CLASS I
 DR2889
 DR2889.The horizontal coordinates were determined by differentially corrected
 DR2889.hand held GPS observations or other comparable positioning techniques
 DR2889.and have an estimated accuracy of +/- 3 meters.
 DR2889
 DR2889.The orthometric height was determined by differential leveling and
 DR2889.adjusted by the NATIONAL GEODETIC SURVEY
 DR2889.in March 2020.
 DR2889
 DR2889.Significant digits in the geoid height do not necessarily reflect accuracy.
 DR2889.GEOID18 height accuracy estimate available here.
 DR2889
 DR2889.Click photographs - Photos may exist for this station.
 DR2889
 DR2889.The dynamic height is computed by dividing the NAVD 88
 DR2889.geopotential number by the normal gravity value computed on the
 DR2889.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DR2889.degrees latitude (g = 980.6199 gals.).
 DR2889
 DR2889.The modeled gravity was interpolated from observed gravity values.
 DR2889
 DR2889;                    North         East    Units  Estimated Accuracy
 DR2889;SPC MN S     -   292,500.2     856,827.4     MT  (+/- 3 meters HH1 GPS) 
 DR2889
 DR2889_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK7762553023(NAD 83)
 DR2889
 DR2889                          SUPERSEDED SURVEY CONTROL
 DR2889
 DR2889.No superseded survey control is available for this station.
 DR2889
 DR2889_MARKER: DV = VERTICAL CONTROL DISK
 DR2889_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DR2889_SP_SET: BRIDGE RAILING
 DR2889_STAMPING: 1980 P RESET 1989
 DR2889_MARK LOGO: MNDT
 DR2889_MAGNETIC: N = NO MAGNETIC MATERIAL
 DR2889_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DR2889_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DR2889+SATELLITE: SATELLITE OBSERVATIONS - July 11, 2023
 DR2889
 DR2889  HISTORY     - Date     Condition        Report By
 DR2889  HISTORY     - 1989     MONUMENTED       MNDT
 DR2889  HISTORY     - 20051024 GOOD             MNDT
 DR2889  HISTORY     - 20140610 GOOD             MNDT
 DR2889  HISTORY     - 20230711 GOOD             MNDT
 DR2889
 DR2889                          STATION DESCRIPTION
 DR2889
 DR2889'DESCRIBED BY MN DEPT OF TRANSP 2005 (MPP)
 DR2889'THE STATION IS LOCATED ABOUT 9.3 MI (14.9 KM) NORTHWEST OF FARMINGTON,
 DR2889'7.7 MI (12.4 KM) SOUTH OF BLOOMINGTON AND 7.0 MI (11.3 KM) EAST OF
 DR2889'PRIOR LAKE.
 DR2889'
 DR2889'IN BURNSVILLE, 0.5 MILES SOUTH OF JUNCTION OF INTERSTATE HIGHWAY 35
 DR2889'AND INTERSTATE HIGHWAY 35 EAST-INTERSTATE HIGHWAY 35 WEST, IN
 DR2889'SOUTHEAST CORNER OF CRYSTAL LAKE ROAD BRIDGE 19804 OVER INTERSTATE
 DR2889'HIGHWAY 35.
 DR2889
 DR2889                          STATION RECOVERY (2014)
 DR2889
 DR2889'RECOVERY NOTE BY MN DEPT OF TRANSP 2014 (DAS)
 DR2889'RECOVERED IN GOOD CONDITION.
 DR2889
 DR2889                          STATION RECOVERY (2023)
 DR2889
 DR2889'RECOVERY NOTE BY MN DEPT OF TRANSP 2023 (MJS)
 DR2889'IN BURNSVILLE, 0.5 MI (0.8 KM) SOUTH OF THE JUNCTION OF INTERSTATE
 DR2889'HIGHWAY 35 EAST-INTERSTATE HIGHWAY 35 WEST, IN THE SOUTHEAST CORNER OF
 DR2889'CRYSTAL LAKE ROAD BRIDGE NUMBER 19804 OVER INTERSTATE HIGHWAY 35, 1.9
 DR2889'FT (0.6 M) WEST OF THE EAST EDGE OF A RAILING.  THE SURVEY MARK HAS
 DR2889'BEEN DEEMED UNSAFE DUE TO FALL RISK AND HAS BEEN ABANDONED FOR MNDOT
 DR2889'GEODETIC USE.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 AH4326 ***********************************************************************
 AH4326  DESIGNATION -  1980 R
 AH4326  PID         -  AH4326
 AH4326  STATE/COUNTY-  MN/DAKOTA
 AH4326  COUNTRY     -  US
 AH4326  USGS QUAD   -  ORCHARD LAKE (2019)
 AH4326
 AH4326                         *CURRENT SURVEY CONTROL
 AH4326  ______________________________________________________________________
 AH4326* NAD 83(1986) POSITION- 44 44 12.68   (N) 093 16 58.93   (W)   HD_HELD1
 AH4326* NAVD 88 ORTHO HEIGHT -   297.042 (meters)      974.55  (feet) ADJUSTED
 AH4326  ______________________________________________________________________
 AH4326  GEOID HEIGHT    -        -27.313 (meters)                     GEOID18
 AH4326  DYNAMIC HEIGHT  -        297.026 (meters)      974.49  (feet) COMP
 AH4326  MODELED GRAVITY -    980,553.1   (mgal)                       NAVD 88
 AH4326
 AH4326  VERT ORDER      -  SECOND    CLASS I
 AH4326
 AH4326.The horizontal coordinates were determined by differentially corrected
 AH4326.hand held GPS observations or other comparable positioning techniques
 AH4326.and have an estimated accuracy of +/- 3 meters.
 AH4326
 AH4326.The orthometric height was determined by differential leveling and
 AH4326.adjusted by the NATIONAL GEODETIC SURVEY
 AH4326.in March 2020.
 AH4326
 AH4326.Significant digits in the geoid height do not necessarily reflect accuracy.
 AH4326.GEOID18 height accuracy estimate available here.
 AH4326
 AH4326.Click photographs - Photos may exist for this station.
 AH4326
 AH4326.The dynamic height is computed by dividing the NAVD 88
 AH4326.geopotential number by the normal gravity value computed on the
 AH4326.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH4326.degrees latitude (g = 980.6199 gals.).
 AH4326
 AH4326.The modeled gravity was interpolated from observed gravity values.
 AH4326
 AH4326;                    North         East    Units  Estimated Accuracy
 AH4326;SPC MN S     -   293,234.4     856,783.8     MT  (+/- 3 meters HH1 GPS) 
 AH4326
 AH4326_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK7759053758(NAD 83)
 AH4326
 AH4326                          SUPERSEDED SURVEY CONTROL
 AH4326
 AH4326  NAVD 88 (06/08/00)  297.037  (m)          974.53   (f) SUPERSEDED  2 1
 AH4326
 AH4326.Superseded values are not recommended for survey control.
 AH4326
 AH4326.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH4326.See file dsdata.pdf to determine how the superseded data were derived.
 AH4326
 AH4326_MARKER: DB = BENCH MARK DISK
 AH4326_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AH4326_SP_SET: BRIDGE RAILING
 AH4326_STAMPING: 1980 R 1981
 AH4326_MARK LOGO: MNDT
 AH4326_PROJECTION: FLUSH
 AH4326_MAGNETIC: N = NO MAGNETIC MATERIAL
 AH4326_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AH4326_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AH4326+SATELLITE: SATELLITE OBSERVATIONS - July 11, 2023
 AH4326
 AH4326  HISTORY     - Date     Condition        Report By
 AH4326  HISTORY     - 19810401 MONUMENTED       MNHD
 AH4326  HISTORY     - 20051025 GOOD             MNDT
 AH4326  HISTORY     - 20070620 GOOD             MNDT
 AH4326  HISTORY     - 20140610 GOOD             MNDT
 AH4326  HISTORY     - 20230711 GOOD             MNDT
 AH4326
 AH4326                          STATION DESCRIPTION
 AH4326
 AH4326'DESCRIBED BY MN HIGHWAY DEPT 1981 (OCO)
 AH4326'THE MARK IS LOCATED IN THE CITY OF BURNSVILLE, AT THE NORTHBOUND
 AH4326'INTERSTATE HIGHWAY 35 BRIDGE OVER 146TH STREET, AT HIGHWAY 35
 AH4326'MILEPOINT 88.3, AND IN THE SE 1/4 OF SECTION 25, T115N, R21W.  THE
 AH4326'MARK IS 24.5 FEET EAST OF AND ABOUT 3 FEET HIGHER THAN THE CENTERLINE
 AH4326'OF EASTBOUND HIGHWAY 35E, 27.2 FEET NORTH OF THE CENTER OF A STEEL
 AH4326'SIGN POST OF A LARGE OVERHEAD SIGN, AND 13.3 FEET NORTH OF THE SOUTH
 AH4326'END OF THE EAST BRIDGE RAILING.  THE MARK, A STANDARD MNDT VERTICAL
 AH4326'CONTROL MONUMENT DISK STAMPED---1980 R 1981---, IS SET IN THE TOP OF
 AH4326'THE BRIDGE RAILING AT THE SOUTHEAST CORNER OF THE BRIDGE (NUMBERED
 AH4326'19892).
 AH4326
 AH4326                          STATION RECOVERY (2005)
 AH4326
 AH4326'RECOVERY NOTE BY MN DEPT OF TRANSP 2005 (MPP)
 AH4326'RECOVERED AS DESCRIBED.
 AH4326
 AH4326                          STATION RECOVERY (2007)
 AH4326
 AH4326'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (PJG)
 AH4326'THE MARK IS LOCATED ABOUT 9.6 MI (15.4 KM) NORTHWEST OF FARMINGTON,
 AH4326'7.2 MI (11.6 KM) SOUTH OF BLOOMINGTON AND 7.1 MI (11.4 KM)
 AH4326'EAST-NORTHEAST OF PRIOR LAKE.
 AH4326'
 AH4326'TO REACH TO THE MARK AT BURNSVILLE, AT INTERSTATE HIGHWAY 35 MILE
 AH4326'POINT 88.3, IN THE TOP OF RAILING AT SOUTHEAST CORNER OF NORTHBOUND
 AH4326'INTERSTATE HIGHWAY 35 BRIDGE 19892 OVER 146TH STREET, GO 24.5 FT (7.5
 AH4326'M) EAST OF INTERSTATE HIGHWAY 35 EAST, 27.2 FT (8.3 M) NORTH OF STEEL
 AH4326'SIGN POST FOR LARGE OVERHEAD SIGN, 13.3 FT (4.1 M) NORTH OF SOUTH END
 AH4326'OF RAILING.
 AH4326
 AH4326                          STATION RECOVERY (2014)
 AH4326
 AH4326'RECOVERY NOTE BY MN DEPT OF TRANSP 2014 (DAS)
 AH4326'IN BURNSVILLE, AT INTERSTATE HIGHWAY 35 MILE POINT 88.3, IN THE TOP OF
 AH4326'RAILING AT SOUTHEAST CORNER OF NORTHBOUND INTERSTATE HIGHWAY 35 BRIDGE
 AH4326'19892 OVER 146TH STREET (SOUTH CROSS DRIVE), 24.5 FT (7.5 M) EAST OF
 AH4326'INTERSTATE HIGHWAY 35 EAST, 27.2 FT (8.3 M) NORTH OF STEEL SIGN POST
 AH4326'FOR LARGE OVERHEAD SIGN, 13.3 FT (4.1 M) NORTH OF SOUTH END OF
 AH4326'RAILING.
 AH4326
 AH4326                          STATION RECOVERY (2023)
 AH4326
 AH4326'RECOVERY NOTE BY MN DEPT OF TRANSP 2023 (MJS)
 AH4326'IN BURNSVILLE, AT INTERSTATE HIGHWAY 35 MILE POINT 88.3, IN THE TOP OF
 AH4326'A RAILING AT THE SOUTHEAST CORNER OF NORTHBOUND INTERSTATE HIGHWAY 35
 AH4326'BRIDGE NUMBER 19892 OVER 146TH STREET (SOUTH CROSS DRIVE), 24.5 FT
 AH4326'(7.5 M) EAST OF INTERSTATE HIGHWAY 35 EAST, 27.2 FT (8.3 M) NORTH OF A
 AH4326'STEEL SIGNPOST FOR A LARGE OVERHEAD SIGN, 13.3 FT (4.1 M) NORTH OF THE
 AH4326'SOUTH END OF A RAILING.
 AH4326'
 AH4326'THE SURVEY MARK HAS BEEN DEEMED UNSAFE DUE TO FALL RISK AND HAS BEEN
 AH4326'ABANDONED FOR MNDOT GEODETIC USE.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 AH4327 ***********************************************************************
 AH4327  DESIGNATION -  1980 S
 AH4327  PID         -  AH4327
 AH4327  STATE/COUNTY-  MN/DAKOTA
 AH4327  COUNTRY     -  US
 AH4327  USGS QUAD   -  ORCHARD LAKE (2019)
 AH4327
 AH4327                         *CURRENT SURVEY CONTROL
 AH4327  ______________________________________________________________________
 AH4327* NAD 83(1986) POSITION- 44 44 12.84   (N) 093 17 00.22   (W)   HD_HELD1
 AH4327* NAVD 88 ORTHO HEIGHT -   297.402 (meters)      975.73  (feet) ADJUSTED
 AH4327  ______________________________________________________________________
 AH4327  GEOID HEIGHT    -        -27.312 (meters)                     GEOID18
 AH4327  DYNAMIC HEIGHT  -        297.386 (meters)      975.67  (feet) COMP
 AH4327  MODELED GRAVITY -    980,553.1   (mgal)                       NAVD 88
 AH4327
 AH4327  VERT ORDER      -  SECOND    CLASS I
 AH4327
 AH4327.The horizontal coordinates were determined by differentially corrected
 AH4327.hand held GPS observations or other comparable positioning techniques
 AH4327.and have an estimated accuracy of +/- 3 meters.
 AH4327
 AH4327.The orthometric height was determined by differential leveling and
 AH4327.adjusted by the NATIONAL GEODETIC SURVEY
 AH4327.in June 2000.
 AH4327
 AH4327.Significant digits in the geoid height do not necessarily reflect accuracy.
 AH4327.GEOID18 height accuracy estimate available here.
 AH4327
 AH4327.Click photographs - Photos may exist for this station.
 AH4327
 AH4327.The dynamic height is computed by dividing the NAVD 88
 AH4327.geopotential number by the normal gravity value computed on the
 AH4327.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH4327.degrees latitude (g = 980.6199 gals.).
 AH4327
 AH4327.The modeled gravity was interpolated from observed gravity values.
 AH4327
 AH4327;                    North         East    Units  Estimated Accuracy
 AH4327;SPC MN S     -   293,239.1     856,755.4     MT  (+/- 3 meters HH1 GPS) 
 AH4327
 AH4327_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK7756253763(NAD 83)
 AH4327
 AH4327                          SUPERSEDED SURVEY CONTROL
 AH4327
 AH4327.No superseded survey control is available for this station.
 AH4327
 AH4327_MARKER: DB = BENCH MARK DISK
 AH4327_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 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: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AH4327_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AH4327+SATELLITE: SATELLITE OBSERVATIONS - July 11, 2023
 AH4327
 AH4327  HISTORY     - Date     Condition        Report By
 AH4327  HISTORY     - 19810401 MONUMENTED       MNHD
 AH4327  HISTORY     - 20051025 GOOD             MNDT
 AH4327  HISTORY     - 20070620 GOOD             MNDT
 AH4327  HISTORY     - 20140610 GOOD             MNDT
 AH4327  HISTORY     - 20230711 GOOD             MNDT
 AH4327
 AH4327                          STATION DESCRIPTION
 AH4327
 AH4327'DESCRIBED BY MN HIGHWAY DEPT 1981 (OCO)
 AH4327'THE MARK IS LOCATED IN THE CITY OF BURNSVILLE, AT THE SOUTHBOUND
 AH4327'INTERSTATE HIGHWAY 35 BRIDGE OVER 146TH STREET, AT HIGHWAY 35
 AH4327'MILEPOINT 88.3, AND IN THE SE 1/4 OF SECTION 25, T115N, R21W.  THE
 AH4327'MARK IS 18.5 FEET EAST OF AND ABOUT 3 FEET HIGHER THAN THE CENTERLINE
 AH4327'OF SOUTHBOUND HIGHWAY 35W, 40.3 FEET NORTH OF THE CENTER OF A STEEL
 AH4327'SIGN POST OF A LARGE OVERHEAD SIGN, AND 9.0 FEET NORTH OF THE
 AH4327'SOUTHEAST CORNER OF THE EAST BRIDGE RAILING.  THE MARK, A STANDARD
 AH4327'MNDT VERTICAL CONTROL MONUMENT DISK STAMPED---1980 S 1981---, IS SET
 AH4327'IN THE TOP OF THE BRIDGE RAILING AT THE SOUTHEAST CORNER OF THE BRIDGE
 AH4327'(NUMBERED 19891).
 AH4327
 AH4327                          STATION RECOVERY (2005)
 AH4327
 AH4327'RECOVERY NOTE BY MN DEPT OF TRANSP 2005 (MPP)
 AH4327'RECOVERED AS DESCRIBED.
 AH4327
 AH4327                          STATION RECOVERY (2007)
 AH4327
 AH4327'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (PJG)
 AH4327'THE MARK IS LOCATED ABOUT 9.6 MI (15.4 KM) NORTHWEST OF FARMINGTON,
 AH4327'7.2 MI (11.6 KM) SOUTH OF BLOOMINGTON AND 7.0 MI (11.3 KM)
 AH4327'EAST-NORTHEAST OF PRIOR LAKE.
 AH4327'
 AH4327'TO REACH TO THE MARK AT BURNSVILLE, AT INTERSTATE HIGHWAY 35 MILE
 AH4327'POINT 88.3, IN THE TOP OF RAILING AT SOUTHEAST CORNER OF SOUTHBOUND
 AH4327'INTERSTATE HIGHWAY 35 BRIDGE 19891 OVER 146TH STREET, GO 18.5 FT (5.6
 AH4327'M) EAST OF INTERSTATE HIGHWAY 35 WEST, 40.3 FT (12.3 M) NORTH OF STEEL
 AH4327'SIGN POST FOR LARGE OVERHEAD SIGN, 9.0 FT (2.7 M) NORTH OF THE
 AH4327'SOUTHEAST CORNER OF RAILING.
 AH4327
 AH4327                          STATION RECOVERY (2014)
 AH4327
 AH4327'RECOVERY NOTE BY MN DEPT OF TRANSP 2014 (DAS)
 AH4327'IN BURNSVILLE, AT INTERSTATE HIGHWAY 35 MILE POINT 88.3, IN THE TOP OF
 AH4327'RAILING AT SOUTHEAST CORNER OF SOUTHBOUND INTERSTATE HIGHWAY 35 BRIDGE
 AH4327'19891 OVER 146TH STREET, 18.5 FT (5.6 M) EAST OF INTERSTATE HIGHWAY 35
 AH4327'WEST, 40.3 FT (12.3 M) NORTH OF STEEL SIGN POST FOR LARGE OVERHEAD
 AH4327'SIGN, 9.0 FT (2.7 M) NORTH OF THE SOUTHEAST CORNER OF RAILING.
 AH4327
 AH4327                          STATION RECOVERY (2023)
 AH4327
 AH4327'RECOVERY NOTE BY MN DEPT OF TRANSP 2023 (MJS)
 AH4327'IN BURNSVILLE, AT INTERSTATE HIGHWAY 35 MILE POINT 88.3, IN THE TOP OF
 AH4327'A RAILING AT THE SOUTHEAST CORNER OF SOUTHBOUND INTERSTATE HIGHWAY 35
 AH4327'BRIDGE NUMBER 19891 OVER 146TH STREET, 18.5 FT (5.6 M) EAST OF
 AH4327'INTERSTATE HIGHWAY 35 WEST, 40.3 FT (12.3 M) NORTH OF A STEEL SIGNPOST
 AH4327'FOR A LARGE OVERHEAD SIGN, 9.0 FT (2.7 M) NORTH OF THE SOUTHEAST
 AH4327'CORNER OF A RAILING.
 AH4327'
 AH4327'THE SURVEY MARK HAS BEEN DEEMED UNSAFE DUE TO FALL RISK AND HAS BEEN
 AH4327'ABANDONED FOR MNDOT GEODETIC USE.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DP6170 ***********************************************************************
 DP6170  DESIGNATION -  1980 T
 DP6170  PID         -  DP6170
 DP6170  STATE/COUNTY-  MN/DAKOTA
 DP6170  COUNTRY     -  US
 DP6170  USGS QUAD   -  ORCHARD LAKE (2019)
 DP6170
 DP6170                         *CURRENT SURVEY CONTROL
 DP6170  ______________________________________________________________________
 DP6170* NAD 83(2011) POSITION- 44 38 13.15958(N) 093 17 49.57640(W)   ADJUSTED
 DP6170* NAD 83(2011) ELLIP HT-   308.182 (meters)        (12/24/14)   ADJUSTED
 DP6170* NAD 83(2011) EPOCH   -  2010.00
 DP6170* NAVD 88 ORTHO HEIGHT -   335.731 (meters)     1101.48  (feet) ADJUSTED
 DP6170  ______________________________________________________________________
 DP6170  GEOID HEIGHT    -        -27.550 (meters)                     GEOID18
 DP6170  NAD 83(2011) X  -   -261,470.798 (meters)                     COMP
 DP6170  NAD 83(2011) Y  - -4,538,719.580 (meters)                     COMP
 DP6170  NAD 83(2011) Z  -  4,458,949.519 (meters)                     COMP
 DP6170  LAPLACE CORR    -         -9.58  (seconds)                    DEFLEC18
 DP6170  DYNAMIC HEIGHT  -        335.705 (meters)     1101.39  (feet) COMP
 DP6170  MODELED GRAVITY -    980,528.3   (mgal)                       NAVD 88
 DP6170
 DP6170  VERT ORDER      -  SECOND    CLASS I
 DP6170
 DP6170  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DP6170  Standards:
 DP6170         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DP6170            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DP6170  -------------------------------------------------------------------
 DP6170  NETWORK    0.78   1.63           0.35   0.28   0.83      0.07018463
 DP6170  -------------------------------------------------------------------
 DP6170  Click here for local accuracies and other accuracy information.
 DP6170
 DP6170.The horizontal coordinates were established by GPS observations
 DP6170.and adjusted by the MN DEPT OF TRANSP in December 2014.
 DP6170
 DP6170.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DP6170.been affixed to the stable North American tectonic plate. See 
 DP6170.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DP6170
 DP6170.The horizontal coordinates are valid at the epoch date displayed above
 DP6170.which is a decimal equivalence of Year/Month/Day.
 DP6170
 DP6170.The orthometric height was determined by differential leveling and
 DP6170.adjusted by the NATIONAL GEODETIC SURVEY
 DP6170.in September 2016.
 DP6170
 DP6170.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP6170.GEOID18 height accuracy estimate available here.
 DP6170
 DP6170.Click photographs - Photos may exist for this station.
 DP6170
 DP6170.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DP6170
 DP6170.The Laplace correction was computed from DEFLEC18 derived deflections.
 DP6170
 DP6170.The ellipsoidal height was determined by GPS observations
 DP6170.and is referenced to NAD 83.
 DP6170
 DP6170.The dynamic height is computed by dividing the NAVD 88
 DP6170.geopotential number by the normal gravity value computed on the
 DP6170.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP6170.degrees latitude (g = 980.6199 gals.).
 DP6170
 DP6170.The modeled gravity was interpolated from observed gravity values.
 DP6170
 DP6170. The following values were computed from the NAD 83(2011) position.
 DP6170
 DP6170;                    North         East     Units Scale Factor Converg.
 DP6170;SPC MN S     -   282,128.200   855,765.034   MT  0.99992483   +0 29 33.6
 DP6170;SPC MN S     -   925,615.60  2,807,622.45   sFT  0.99992483   +0 29 33.6
 DP6170;UTM  15      - 4,942,668.667   476,436.227   MT  0.99960683   -0 12 31.5
 DP6170
 DP6170!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DP6170!SPC MN S     -   0.99995168  x   0.99992483  =   0.99987652
 DP6170!UTM  15      -   0.99995168  x   0.99960683  =   0.99955853
 DP6170
 DP6170_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK7643642668(NAD 83)
 DP6170
 DP6170                          SUPERSEDED SURVEY CONTROL
 DP6170
 DP6170.No superseded survey control is available for this station.
 DP6170
 DP6170_MARKER: F = FLANGE-ENCASED ROD
 DP6170_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DP6170_STAMPING: 1980 T 2014
 DP6170_MARK LOGO: MNDT
 DP6170_PROJECTION: RECESSED 5 CENTIMETERS
 DP6170_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DP6170_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DP6170_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP6170+SATELLITE: SATELLITE OBSERVATIONS - November 03, 2022
 DP6170_ROD/PIPE-DEPTH: 5.8 meters
 DP6170
 DP6170  HISTORY     - Date     Condition        Report By
 DP6170  HISTORY     - 20140804 MONUMENTED       MNDT
 DP6170  HISTORY     - 20221103 GOOD             MNDT
 DP6170
 DP6170                          STATION DESCRIPTION
 DP6170
 DP6170'DESCRIBED BY MN DEPT OF TRANSP 2014
 DP6170'IN LAKEVILLE, 4.3 MILES NORTH ALONG NORTHBOUND INTERSTATE 35 FROM THE
 DP6170'JUNCTION OF INTERSTATE 35 AND COUNTY ROAD 2 IN ELKO NEW MARKET, AT
 DP6170'INTERSTATE 35 MILE POINT 81.25, 59.2 FEET EAST OF NORTHBOUND
 DP6170'INTERSTATE 35 FOG LINE, 0.6 MILE SOUTH OF COUNTY ROAD 70(EXIT 81). 1.5
 DP6170'FEET WEST OF WITNESS POST.
 DP6170
 DP6170                          STATION RECOVERY (2022)
 DP6170
 DP6170'RECOVERY NOTE BY MN DEPT OF TRANSP 2022 (MJS)
 DP6170'IN LAKEVILLE, 4.3 MI (6.9 KM) NORTH ALONG NORTHBOUND INTERSTATE
 DP6170'HIGHWAY 35 FROM THE JUNCTION OF INTERSTATE HIGHWAY 35 AND COUNTY ROAD
 DP6170'2 IN ELKO NEW MARKET, AT INTERSTATE HIGHWAY 35 MILE POINT 81.25, 59.2
 DP6170'FT (18.0 M) EAST OF A NORTHBOUND INTERSTATE HIGHWAY 35 FOG LINE, 0.6
 DP6170'MI (1.0 KM) SOUTH OF COUNTY ROAD 70 (EXIT 81).  1.5 FT (0.5 M) WEST OF
 DP6170'A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DP6171 ***********************************************************************
 DP6171  DESIGNATION -  1980 U
 DP6171  PID         -  DP6171
 DP6171  STATE/COUNTY-  MN/DAKOTA
 DP6171  COUNTRY     -  US
 DP6171  USGS QUAD   -  ORCHARD LAKE (2019)
 DP6171
 DP6171                         *CURRENT SURVEY CONTROL
 DP6171  ______________________________________________________________________
 DP6171* NAD 83(2011) POSITION- 44 40 09.00622(N) 093 17 37.65762(W)   ADJUSTED
 DP6171* NAD 83(2011) ELLIP HT-   275.281 (meters)        (12/24/14)   ADJUSTED
 DP6171* NAD 83(2011) EPOCH   -  2010.00
 DP6171* NAVD 88 ORTHO HEIGHT -   302.746 (meters)      993.26  (feet) ADJUSTED
 DP6171  ______________________________________________________________________
 DP6171  GEOID HEIGHT    -        -27.466 (meters)                     GEOID18
 DP6171  NAD 83(2011) X  -   -261,062.782 (meters)                     COMP
 DP6171  NAD 83(2011) Y  - -4,536,202.123 (meters)                     COMP
 DP6171  NAD 83(2011) Z  -  4,461,470.362 (meters)                     COMP
 DP6171  LAPLACE CORR    -         -9.13  (seconds)                    DEFLEC18
 DP6171  DYNAMIC HEIGHT  -        302.724 (meters)      993.19  (feet) COMP
 DP6171  MODELED GRAVITY -    980,535.3   (mgal)                       NAVD 88
 DP6171
 DP6171  VERT ORDER      -  SECOND    CLASS I
 DP6171
 DP6171  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DP6171  Standards:
 DP6171         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DP6171            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DP6171  -------------------------------------------------------------------
 DP6171  NETWORK    0.75   1.57           0.33   0.28   0.80      0.08426195
 DP6171  -------------------------------------------------------------------
 DP6171  Click here for local accuracies and other accuracy information.
 DP6171
 DP6171.The horizontal coordinates were established by GPS observations
 DP6171.and adjusted by the MN DEPT OF TRANSP in December 2014.
 DP6171
 DP6171.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DP6171.been affixed to the stable North American tectonic plate. See 
 DP6171.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DP6171
 DP6171.The horizontal coordinates are valid at the epoch date displayed above
 DP6171.which is a decimal equivalence of Year/Month/Day.
 DP6171
 DP6171.The orthometric height was determined by differential leveling and
 DP6171.adjusted by the NATIONAL GEODETIC SURVEY
 DP6171.in September 2016.
 DP6171
 DP6171.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP6171.GEOID18 height accuracy estimate available here.
 DP6171
 DP6171.Click photographs - Photos may exist for this station.
 DP6171
 DP6171.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DP6171
 DP6171.The Laplace correction was computed from DEFLEC18 derived deflections.
 DP6171
 DP6171.The ellipsoidal height was determined by GPS observations
 DP6171.and is referenced to NAD 83.
 DP6171
 DP6171.The dynamic height is computed by dividing the NAVD 88
 DP6171.geopotential number by the normal gravity value computed on the
 DP6171.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP6171.degrees latitude (g = 980.6199 gals.).
 DP6171
 DP6171.The modeled gravity was interpolated from observed gravity values.
 DP6171
 DP6171. The following values were computed from the NAD 83(2011) position.
 DP6171
 DP6171;                    North         East     Units Scale Factor Converg.
 DP6171;SPC MN S     -   285,706.025   855,996.800   MT  0.99992631   +0 29 42.0
 DP6171;SPC MN S     -   937,353.85  2,808,382.83   sFT  0.99992631   +0 29 42.0
 DP6171;UTM  15      - 4,946,242.246   476,711.691   MT  0.99960667   -0 12 23.5
 DP6171
 DP6171!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DP6171!SPC MN S     -   0.99995684  x   0.99992631  =   0.99988315
 DP6171!UTM  15      -   0.99995684  x   0.99960667  =   0.99956353
 DP6171
 DP6171_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK7671146242(NAD 83)
 DP6171
 DP6171                          SUPERSEDED SURVEY CONTROL
 DP6171
 DP6171.No superseded survey control is available for this station.
 DP6171
 DP6171_MARKER: I = METAL ROD
 DP6171_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DP6171_STAMPING: 1980 U 2014
 DP6171_MARK LOGO: MNDT
 DP6171_PROJECTION: RECESSED 5 CENTIMETERS
 DP6171_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DP6171_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DP6171_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP6171+SATELLITE: SATELLITE OBSERVATIONS - August 05, 2014
 DP6171_ROD/PIPE-DEPTH: 10.4 meters
 DP6171
 DP6171  HISTORY     - Date     Condition        Report By
 DP6171  HISTORY     - 20140805 MONUMENTED       MNDT
 DP6171  HISTORY     - 20221103 MARK NOT FOUND   MNDT
 DP6171
 DP6171                          STATION DESCRIPTION
 DP6171
 DP6171'DESCRIBED BY MN DEPT OF TRANSP 2014
 DP6171'IN LAKEVILLE, 1.6 MILES NORTH ALONG NORTHBOUND INTERSTATE HIGHWAY 35
 DP6171'FROM THE JUNCTION OF INTERSTATE HIGHWAY 35 AND COUNTY ROAD 70 IN
 DP6171'LAKEVILLE, AT INTERSTATE HIGHWAY 35 MILE POINT 83.45, 43.4 FEET EAST
 DP6171'OF NORTHBOUND INTERSTATE HIGHWAY 35 FOG LINE, 0.15 MILE NORTH OF 195TH
 DP6171'STREET WEST BRIDGE OVER INTERSTATE HIGHWAY 35, 29.0 FEET WEST OF RIGHT
 DP6171'OF WAY FENCE, 1.5 FEET WEST OF WITNESS POST.
 DP6171
 DP6171                          STATION RECOVERY (2022)
 DP6171
 DP6171'RECOVERY NOTE BY MN DEPT OF TRANSP 2022 (MJS)
 DP6171'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DP6172 ***********************************************************************
 DP6172  DESIGNATION -  1980 V
 DP6172  PID         -  DP6172
 DP6172  STATE/COUNTY-  MN/DAKOTA
 DP6172  COUNTRY     -  US
 DP6172  USGS QUAD   -  ORCHARD LAKE (2019)
 DP6172
 DP6172                         *CURRENT SURVEY CONTROL
 DP6172  ______________________________________________________________________
 DP6172* NAD 83(2011) POSITION- 44 41 01.75247(N) 093 17 34.56292(W)   ADJUSTED
 DP6172* NAD 83(2011) ELLIP HT-   284.632 (meters)        (12/24/14)   ADJUSTED
 DP6172* NAD 83(2011) EPOCH   -  2010.00
 DP6172* NAVD 88 ORTHO HEIGHT -   312.061 (meters)     1023.82  (feet) ADJUSTED
 DP6172  ______________________________________________________________________
 DP6172  GEOID HEIGHT    -        -27.426 (meters)                     GEOID18
 DP6172  NAD 83(2011) X  -   -260,929.345 (meters)                     COMP
 DP6172  NAD 83(2011) Y  - -4,535,069.739 (meters)                     COMP
 DP6172  NAD 83(2011) Z  -  4,462,634.768 (meters)                     COMP
 DP6172  LAPLACE CORR    -         -8.27  (seconds)                    DEFLEC18
 DP6172  DYNAMIC HEIGHT  -        312.039 (meters)     1023.75  (feet) COMP
 DP6172  MODELED GRAVITY -    980,538.5   (mgal)                       NAVD 88
 DP6172
 DP6172  VERT ORDER      -  SECOND    CLASS I
 DP6172
 DP6172  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DP6172  Standards:
 DP6172         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DP6172            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DP6172  -------------------------------------------------------------------
 DP6172  NETWORK    1.01   1.98           0.44   0.38   1.01      0.05617102
 DP6172  -------------------------------------------------------------------
 DP6172  Click here for local accuracies and other accuracy information.
 DP6172
 DP6172.The horizontal coordinates were established by GPS observations
 DP6172.and adjusted by the MN DEPT OF TRANSP in December 2014.
 DP6172
 DP6172.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DP6172.been affixed to the stable North American tectonic plate. See 
 DP6172.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DP6172
 DP6172.The horizontal coordinates are valid at the epoch date displayed above
 DP6172.which is a decimal equivalence of Year/Month/Day.
 DP6172
 DP6172.The orthometric height was determined by differential leveling and
 DP6172.adjusted by the NATIONAL GEODETIC SURVEY
 DP6172.in September 2016.
 DP6172
 DP6172.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP6172.GEOID18 height accuracy estimate available here.
 DP6172
 DP6172.Click photographs - Photos may exist for this station.
 DP6172
 DP6172.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DP6172
 DP6172.The Laplace correction was computed from DEFLEC18 derived deflections.
 DP6172
 DP6172.The ellipsoidal height was determined by GPS observations
 DP6172.and is referenced to NAD 83.
 DP6172
 DP6172.The dynamic height is computed by dividing the NAVD 88
 DP6172.geopotential number by the normal gravity value computed on the
 DP6172.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP6172.degrees latitude (g = 980.6199 gals.).
 DP6172
 DP6172.The modeled gravity was interpolated from observed gravity values.
 DP6172
 DP6172. The following values were computed from the NAD 83(2011) position.
 DP6172
 DP6172;                    North         East     Units Scale Factor Converg.
 DP6172;SPC MN S     -   287,334.615   856,050.879   MT  0.99992709   +0 29 44.2
 DP6172;SPC MN S     -   942,696.98  2,808,560.26   sFT  0.99992709   +0 29 44.2
 DP6172;UTM  15      - 4,947,869.531   476,785.683   MT  0.99960663   -0 12 21.6
 DP6172
 DP6172!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DP6172!SPC MN S     -   0.99995537  x   0.99992709  =   0.99988247
 DP6172!UTM  15      -   0.99995537  x   0.99960663  =   0.99956202
 DP6172
 DP6172_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK7678547869(NAD 83)
 DP6172
 DP6172                          SUPERSEDED SURVEY CONTROL
 DP6172
 DP6172.No superseded survey control is available for this station.
 DP6172
 DP6172_MARKER: F = FLANGE-ENCASED ROD
 DP6172_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DP6172_STAMPING: 1980 V 2014
 DP6172_MARK LOGO: MNDT
 DP6172_PROJECTION: RECESSED 10 CENTIMETERS
 DP6172_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DP6172_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DP6172_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP6172+SATELLITE: SATELLITE OBSERVATIONS - November 03, 2022
 DP6172_ROD/PIPE-DEPTH: 5.8 meters
 DP6172
 DP6172  HISTORY     - Date     Condition        Report By
 DP6172  HISTORY     - 20140804 MONUMENTED       MNDT
 DP6172  HISTORY     - 20221103 GOOD             MNDT
 DP6172
 DP6172                          STATION DESCRIPTION
 DP6172
 DP6172'DESCRIBED BY MN DEPT OF TRANSP 2014
 DP6172'IN LAKEVILLE, 2.7 MILES NORTH ALONG NORTHBOUND INTERSTATE 35  FROM THE
 DP6172'JUNCTION OF INTERSTATE 35  AND COUNTY ROAD 70 IN LAKEVILLE, AT
 DP6172'INTERSTATE 35 MILE POINT 84.45, 26.7 FEET EAST OF NORTHBOUND
 DP6172'INTERSTATE 35  FOG LINE, 24.1 FEET WEST SOUTHWEST OF ON RAMP FROM
 DP6172'WESTBOUND COUNTY ROAD 60 TO NORTHBOUND INTERSTATE 35 , 49.3 FEET WEST
 DP6172'OF RIGHT OF WAY FENCE, 0.20 MILE NORTH OF COUNTY ROAD 60, 1.5 FEET
 DP6172'NORTH OF WITNESS POST.
 DP6172
 DP6172                          STATION RECOVERY (2022)
 DP6172
 DP6172'RECOVERY NOTE BY MN DEPT OF TRANSP 2022 (MJS)
 DP6172'IN LAKEVILLE, 2.7 MI (4.3 KM) NORTH ALONG NORTHBOUND INTERSTATE
 DP6172'HIGHWAY 35 FROM THE JUNCTION OF INTERSTATE HIGHWAY 35 AND COUNTY ROAD
 DP6172'70 IN LAKEVILLE, AT INTERSTATE HIGHWAY 35 MILE POINT 84.45, 26.7 FT
 DP6172'(8.1 M) EAST OF A NORTHBOUND INTERSTATE HIGHWAY 35 FOG LINE, 24.1 FT
 DP6172'(7.3 M) WEST-SOUTHWEST OF AN ON RAMP FROM WESTBOUND COUNTY ROAD 60 TO
 DP6172'NORTHBOUND INTERSTATE HIGHWAY 35, 49.3 FT (15.0 M) WEST OF A
 DP6172'RIGHT-OF-WAY FENCE, 0.2 MI (0.3 KM) NORTH OF COUNTY ROAD 60, 1.5 FT
 DP6172'(0.5 M) NORTH OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DP6173 ***********************************************************************
 DP6173  DESIGNATION -  1980 W
 DP6173  PID         -  DP6173
 DP6173  STATE/COUNTY-  MN/DAKOTA
 DP6173  COUNTRY     -  US
 DP6173  USGS QUAD   -  ORCHARD LAKE (2019)
 DP6173
 DP6173                         *CURRENT SURVEY CONTROL
 DP6173  ______________________________________________________________________
 DP6173* NAD 83(2011) POSITION- 44 42 25.38505(N) 093 17 04.85561(W)   ADJUSTED
 DP6173* NAD 83(2011) ELLIP HT-   281.668 (meters)        (12/24/14)   ADJUSTED
 DP6173* NAD 83(2011) EPOCH   -  2010.00
 DP6173* NAVD 88 ORTHO HEIGHT -   309.057 (meters)     1013.96  (feet) ADJUSTED
 DP6173  ______________________________________________________________________
 DP6173  GEOID HEIGHT    -        -27.387 (meters)                     GEOID18
 DP6173  NAD 83(2011) X  -   -260,172.016 (meters)                     COMP
 DP6173  NAD 83(2011) Y  - -4,533,292.337 (meters)                     COMP
 DP6173  NAD 83(2011) Z  -  4,464,467.905 (meters)                     COMP
 DP6173  LAPLACE CORR    -         -8.12  (seconds)                    DEFLEC18
 DP6173  DYNAMIC HEIGHT  -        309.037 (meters)     1013.90  (feet) COMP
 DP6173  MODELED GRAVITY -    980,542.8   (mgal)                       NAVD 88
 DP6173
 DP6173  VERT ORDER      -  SECOND    CLASS I
 DP6173
 DP6173  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DP6173  Standards:
 DP6173         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DP6173            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DP6173  -------------------------------------------------------------------
 DP6173  NETWORK    0.90   1.88           0.39   0.34   0.96      0.07198263
 DP6173  -------------------------------------------------------------------
 DP6173  Click here for local accuracies and other accuracy information.
 DP6173
 DP6173.The horizontal coordinates were established by GPS observations
 DP6173.and adjusted by the MN DEPT OF TRANSP in December 2014.
 DP6173
 DP6173.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DP6173.been affixed to the stable North American tectonic plate. See 
 DP6173.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DP6173
 DP6173.The horizontal coordinates are valid at the epoch date displayed above
 DP6173.which is a decimal equivalence of Year/Month/Day.
 DP6173
 DP6173.The orthometric height was determined by differential leveling and
 DP6173.adjusted by the NATIONAL GEODETIC SURVEY
 DP6173.in September 2016.
 DP6173
 DP6173.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP6173.GEOID18 height accuracy estimate available here.
 DP6173
 DP6173.Click photographs - Photos may exist for this station.
 DP6173
 DP6173.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DP6173
 DP6173.The Laplace correction was computed from DEFLEC18 derived deflections.
 DP6173
 DP6173.The ellipsoidal height was determined by GPS observations
 DP6173.and is referenced to NAD 83.
 DP6173
 DP6173.The dynamic height is computed by dividing the NAVD 88
 DP6173.geopotential number by the normal gravity value computed on the
 DP6173.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP6173.degrees latitude (g = 980.6199 gals.).
 DP6173
 DP6173.The modeled gravity was interpolated from observed gravity values.
 DP6173
 DP6173. The following values were computed from the NAD 83(2011) position.
 DP6173
 DP6173;                    North         East     Units Scale Factor Converg.
 DP6173;SPC MN S     -   289,921.615   856,682.432   MT  0.99992846   +0 30 05.0
 DP6173;SPC MN S     -   951,184.50  2,810,632.28   sFT  0.99992846   +0 30 05.0
 DP6173;UTM  15      - 4,950,447.775   477,448.655   MT  0.99960625   -0 12 01.0
 DP6173
 DP6173!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DP6173!SPC MN S     -   0.99995584  x   0.99992846  =   0.99988430
 DP6173!UTM  15      -   0.99995584  x   0.99960625  =   0.99956211
 DP6173
 DP6173_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK7744850447(NAD 83)
 DP6173
 DP6173                          SUPERSEDED SURVEY CONTROL
 DP6173
 DP6173.No superseded survey control is available for this station.
 DP6173
 DP6173_MARKER: F = FLANGE-ENCASED ROD
 DP6173_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DP6173_STAMPING: 1980 W 2014
 DP6173_MARK LOGO: MNDT
 DP6173_PROJECTION: RECESSED 5 CENTIMETERS
 DP6173_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DP6173_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DP6173_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP6173+SATELLITE: SATELLITE OBSERVATIONS - November 03, 2022
 DP6173_ROD/PIPE-DEPTH: 5.8 meters
 DP6173
 DP6173  HISTORY     - Date     Condition        Report By
 DP6173  HISTORY     - 20140804 MONUMENTED       MNDT
 DP6173  HISTORY     - 20221103 GOOD             MNDT
 DP6173
 DP6173                          STATION DESCRIPTION
 DP6173
 DP6173'DESCRIBED BY MN DEPT OF TRANSP 2014
 DP6173'IN LAKEVILLE, 0.70 MILE NORTH ALONG INTERSTATE HIGHWAY 35 FROM THE
 DP6173'JUNCTION OF INTERSTATE HIGHWAY 35 AND COUNTY ROAD 5 AND COUNTY ROAD 50
 DP6173'IN LAKEVILLE, AT INTERSTATE HIGHWAY 35 MILE POINT 86.15, 26.1 FEET
 DP6173'EAST OF NORTHBOUND INTERSTATE HIGHWAY 35  FOG LINE, 40.4 FEET WEST OF
 DP6173'OFF AND ON RAMP FROM NORTHBOUND INTERSTATE HIGHWAY 35  TO METRO
 DP6173'TRANSIT PARKING RAMP, 1.5 FEET NORTH OF WITNESS POST.
 DP6173
 DP6173                          STATION RECOVERY (2022)
 DP6173
 DP6173'RECOVERY NOTE BY MN DEPT OF TRANSP 2022 (MJS)
 DP6173'IN LAKEVILLE, 0.7 MI (1.1 KM) NORTH ALONG INTERSTATE HIGHWAY 35 FROM
 DP6173'THE JUNCTION OF INTERSTATE HIGHWAY 35 AND COUNTY ROAD 5 AND COUNTY
 DP6173'ROAD 50 IN LAKEVILLE, AT INTERSTATE HIGHWAY 35 MILE POINT 86.15, 26.1
 DP6173'FT (8.0 M) EAST OF A NORTHBOUND INTERSTATE HIGHWAY 35 FOG LINE, 40.4
 DP6173'FT (12.3 M) WEST OF AN OFF AND ON RAMP FROM NORTHBOUND INTERSTATE
 DP6173'HIGHWAY 35 TO A METRO TRANSIT PARKING RAMP, 1.5 FT (0.5 M) NORTH OF A
 DP6173'WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 PP0865 ***********************************************************************
 PP0865  DESIGNATION -  1981 A
 PP0865  PID         -  PP0865
 PP0865  STATE/COUNTY-  MN/DAKOTA
 PP0865  COUNTRY     -  US
 PP0865  USGS QUAD   -  ORCHARD LAKE (2019)
 PP0865
 PP0865                         *CURRENT SURVEY CONTROL
 PP0865  ______________________________________________________________________
 PP0865* NAD 83(1996) POSITION- 44 44 21.45273(N) 093 17 00.51361(W)   NO CHECK
 PP0865* NAVD 88 ORTHO HEIGHT -   303.414 (meters)      995.45  (feet) ADJUSTED
 PP0865  ______________________________________________________________________
 PP0865  GEOID HEIGHT    -        -27.305 (meters)                     GEOID18
 PP0865  LAPLACE CORR    -         -7.03  (seconds)                    DEFLEC18
 PP0865  DYNAMIC HEIGHT  -        303.398 (meters)      995.40  (feet) COMP
 PP0865  MODELED GRAVITY -    980,554.6   (mgal)                       NAVD 88
 PP0865
 PP0865  HORZ ORDER      -  THIRD
 PP0865  VERT ORDER      -  SECOND    CLASS I
 PP0865
 PP0865.The horizontal coordinates were established by classical geodetic methods
 PP0865.and adjusted by the National Geodetic Survey in March 1999.
 PP0865
 PP0865.No horizontal observational check was made to the station.
 PP0865
 PP0865.The orthometric height was determined by differential leveling and
 PP0865.adjusted by the NATIONAL GEODETIC SURVEY
 PP0865.in September 2016.
 PP0865
 PP0865.Significant digits in the geoid height do not necessarily reflect accuracy.
 PP0865.GEOID18 height accuracy estimate available here.
 PP0865
 PP0865.Click photographs - Photos may exist for this station.
 PP0865
 PP0865.The Laplace correction was computed from DEFLEC18 derived deflections.
 PP0865
 PP0865.The dynamic height is computed by dividing the NAVD 88
 PP0865.geopotential number by the normal gravity value computed on the
 PP0865.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP0865.degrees latitude (g = 980.6199 gals.).
 PP0865
 PP0865.The modeled gravity was interpolated from observed gravity values.
 PP0865
 PP0865. The following values were computed from the NAD 83(1996) position.
 PP0865
 PP0865;                    North         East     Units Scale Factor Converg.
 PP0865;SPC MN S     -   293,504.890   856,746.600   MT  0.99993063   +0 30 08.0
 PP0865;SPC MN S     -   962,940.63  2,810,842.80   sFT  0.99993063   +0 30 08.0
 PP0865;UTM  15      - 4,954,028.837   477,556.667   MT  0.99960619   -0 11 58.3
 PP0865
 PP0865!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PP0865!SPC MN S     -   0.99995671  x   0.99993063  =   0.99988734
 PP0865!UTM  15      -   0.99995671  x   0.99960619  =   0.99956292
 PP0865
 PP0865_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK7755654028(NAD 83)
 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  NAVD 88 (06/15/91)  303.420  (m)          995.47   (f) SUPERSEDED  2 0
 PP0865  NGVD 29 (??/??/92)  303.351  (m)          995.24   (f) ADJ UNCH    2 0
 PP0865  NGVD 29             303.35   (m)          995.2    (f) LEVELING    3  
 PP0865
 PP0865.Superseded values are not recommended for survey control.
 PP0865
 PP0865.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PP0865.See file dsdata.pdf to determine how the superseded data were derived.
 PP0865
 PP0865_MARKER: DB = BENCH MARK DISK
 PP0865_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 PP0865_SP_SET: BRIDGE ABUTMENT
 PP0865_STAMPING: 1981 A 1970
 PP0865_MARK LOGO: MNHD
 PP0865_PROJECTION: FLUSH
 PP0865_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PP0865_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 PP0865+SATELLITE: SATELLITE OBSERVATIONS - July 11, 2023
 PP0865
 PP0865  HISTORY     - Date     Condition        Report By
 PP0865  HISTORY     - 1970     MONUMENTED       MNHD
 PP0865  HISTORY     - 1972     GOOD             MNDT
 PP0865  HISTORY     - 19881019 GOOD             MNDT
 PP0865  HISTORY     - 1990     GOOD             USPSQD
 PP0865  HISTORY     - 19920924 SEE DESCRIPTION  MNDT
 PP0865  HISTORY     - 20051025 GOOD             MNDT
 PP0865  HISTORY     - 20070620 GOOD             MNDT
 PP0865  HISTORY     - 20140610 GOOD             MNDT
 PP0865  HISTORY     - 20230711 GOOD             MNDT
 PP0865
 PP0865                          STATION DESCRIPTION
 PP0865
 PP0865'DESCRIBED BY MN DEPT OF TRANSP 1972
 PP0865'IN BURNSVILLE.
 PP0865'2.5 MILES SOUTH ALONG FAI 35W FROM THE JUNCTION OF FAI 35W AND T.H.
 PP0865'13, AT THE JUNCTION OF FAI 35W.  35E, AND 35, IN THE SOUTHWEST CORNER
 PP0865'OF BRIDGE NO. 19809, FAI 35E SOUTHBOUND OVER FAI 35W/35.  S.E. 1/4,
 PP0865'SEC 25, T115N, R 21W.
 PP0865
 PP0865                          STATION RECOVERY (1988)
 PP0865
 PP0865'RECOVERY NOTE BY MN DEPT OF TRANSP 1988 (OCO)
 PP0865'IN THE CITY OF BLOOMINGTON, AT THE JUNCTION OF INTERSTATE HIGHWAYS 35E
 PP0865'AND 35W, AND IN THE SE 1/4 OF SECTION 25, T115N, R21W.  THE MARK, A
 PP0865'STANDARD MNDT BENCH MARK DISK STAMPED---1981 A 1970---, IS SET IN THE
 PP0865'SOUTHEAST CORNER OF BRIDGE NUMBER 19809 (HIGHWAY 35E SOUTHBOUND OVER
 PP0865'HIGHWAY 35/35W).
 PP0865
 PP0865                          STATION RECOVERY (1990)
 PP0865
 PP0865'RECOVERY NOTE BY US POWER SQUADRON 1990 (GS)
 PP0865'RECOVERED IN GOOD CONDITION.
 PP0865
 PP0865                          STATION RECOVERY (1992)
 PP0865
 PP0865'RECOVERY NOTE BY MN DEPT OF TRANSP 1992 (DKH)
 PP0865'THE MARK WAS REPORTED DESTROYED ON 9/24/1992 BY FRED JOHNSON OF DAKOTA
 PP0865'CO DUE TO NEW BRIDGE CONSTRUCTION.
 PP0865
 PP0865                          STATION RECOVERY (2005)
 PP0865
 PP0865'RECOVERY NOTE BY MN DEPT OF TRANSP 2005 (MPP)
 PP0865'RECOVERED AS DESCRIBED.
 PP0865
 PP0865                          STATION RECOVERY (2007)
 PP0865
 PP0865'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (PJG)
 PP0865'THE MARK IS LOCATED ABOUT 9.7 MI (15.6 KM) NORTHWEST OF FARMINGTON,
 PP0865'7.1 MI (11.4 KM) EAST-NORTHEAST OF PRIOR LAKE AND 7.1 MI (11.4 KM)
 PP0865'SOUTH OF BLOOMINGTON.
 PP0865'
 PP0865'TO REACH TO THE MARK IN BURNSVILLE, AT THE JUNCTION OF INTERSTATE
 PP0865'HIGHWAY 35 WEST AND INTERSTATE HIGHWAY 35 EAST, IN SOUTHEAST CORNER OF
 PP0865'SOUTHBOUND INTERSTATE HIGHWAY 35 EAST BRIDGE 19809 OVER INTERSTATE
 PP0865'HIGHWAY 35 WEST.
 PP0865
 PP0865                          STATION RECOVERY (2014)
 PP0865
 PP0865'RECOVERY NOTE BY MN DEPT OF TRANSP 2014 (DAS)
 PP0865'RECOVERED AS DESCRIBED.
 PP0865
 PP0865                          STATION RECOVERY (2023)
 PP0865
 PP0865'RECOVERY NOTE BY MN DEPT OF TRANSP 2023 (MJS)
 PP0865'IN BURNSVILLE, AT THE JUNCTION OF INTERSTATE HIGHWAY 35W AND
 PP0865'INTERSTATE HIGHWAY 35E, IN THE SOUTHEAST ABUTMENT IN THE CORNER OF
 PP0865'SOUTHBOUND INTERSTATE HIGHWAY 35E BRIDGE NUMBER 19809 OVER INTERSTATE
 PP0865'HIGHWAY 35W.
 PP0865'
 PP0865'THE SURVEY MARK HAS BEEN DEEMED UNSAFE DUE TO FALL RISK AND HAS BEEN
 PP0865'ABANDONED FOR MNDOT GEODETIC USE.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 PP0857 ***********************************************************************
 PP0857  DESIGNATION -  1981 E
 PP0857  PID         -  PP0857
 PP0857  STATE/COUNTY-  MN/DAKOTA
 PP0857  COUNTRY     -  US
 PP0857  USGS QUAD   -  BLOOMINGTON (2019)
 PP0857
 PP0857                         *CURRENT SURVEY CONTROL
 PP0857  ______________________________________________________________________
 PP0857* NAD 83(1986) POSITION- 44 46 11.04   (N) 093 17 17.37   (W)   HD_HELD1
 PP0857* NAVD 88 ORTHO HEIGHT -   279.183 (meters)      915.95  (feet) ADJUSTED
 PP0857  ______________________________________________________________________
 PP0857  GEOID HEIGHT    -        -27.230 (meters)                     GEOID18
 PP0857  DYNAMIC HEIGHT  -        279.173 (meters)      915.92  (feet) COMP
 PP0857  MODELED GRAVITY -    980,574.6   (mgal)                       NAVD 88
 PP0857
 PP0857  VERT ORDER      -  SECOND    CLASS I
 PP0857
 PP0857.The horizontal coordinates were determined by differentially corrected
 PP0857.hand held GPS observations or other comparable positioning techniques
 PP0857.and have an estimated accuracy of +/- 3 meters.
 PP0857
 PP0857.The orthometric height was determined by differential leveling and
 PP0857.adjusted by the NATIONAL GEODETIC SURVEY
 PP0857.in September 2016.
 PP0857
 PP0857.Significant digits in the geoid height do not necessarily reflect accuracy.
 PP0857.GEOID18 height accuracy estimate available here.
 PP0857
 PP0857.Click photographs - Photos may exist for this station.
 PP0857
 PP0857.The dynamic height is computed by dividing the NAVD 88
 PP0857.geopotential number by the normal gravity value computed on the
 PP0857.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP0857.degrees latitude (g = 980.6199 gals.).
 PP0857
 PP0857.The modeled gravity was interpolated from observed gravity values.
 PP0857
 PP0857;                    North         East    Units  Estimated Accuracy
 PP0857;SPC MN S     -   296,884.1     856,346.3     MT  (+/- 3 meters HH1 GPS) 
 PP0857
 PP0857_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK7719757411(NAD 83)
 PP0857
 PP0857                          SUPERSEDED SURVEY CONTROL
 PP0857
 PP0857  NAVD 88 (08/01/13)  279.187  (m)          915.97   (f) SUPERSEDED  2 1
 PP0857  NAVD 88 (06/15/91)  279.183  (m)          915.95   (f) SUPERSEDED  2 0
 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
 PP0857.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PP0857.See file dsdata.pdf to determine how the superseded data were derived.
 PP0857
 PP0857_MARKER: DB = BENCH MARK DISK
 PP0857_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 PP0857_SP_SET: BRIDGE ABUTMENT
 PP0857_STAMPING: 1981 E 1970
 PP0857_MARK LOGO: MNHD
 PP0857_MAGNETIC: N = NO MAGNETIC MATERIAL
 PP0857_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PP0857_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 PP0857+SATELLITE: SATELLITE OBSERVATIONS - July 12, 2023
 PP0857
 PP0857  HISTORY     - Date     Condition        Report By
 PP0857  HISTORY     - 19690401 MONUMENTED       MNHD
 PP0857  HISTORY     - 1971     GOOD             MNDT
 PP0857  HISTORY     - 1980     GOOD             MNDT
 PP0857  HISTORY     - 1985     GOOD             USPSQD
 PP0857  HISTORY     - 1985     GOOD             USPSQD
 PP0857  HISTORY     - 20020604 GOOD             USPSQD
 PP0857  HISTORY     - 20070618 GOOD             MNDT
 PP0857  HISTORY     - 20111003 GOOD             MNDT
 PP0857  HISTORY     - 20121026 GOOD             AE
 PP0857  HISTORY     - 20130919 GOOD             MNDT
 PP0857  HISTORY     - 20140922 GOOD             MNDT
 PP0857  HISTORY     - 20230712 GOOD             MNDT
 PP0857
 PP0857                          STATION DESCRIPTION
 PP0857
 PP0857'DESCRIBED BY MN DEPT OF TRANSP 1971
 PP0857'IN BURNSVILLE.
 PP0857'ELKO TO BLOOMINGTON, 0.25 MILES SOUTH ALONG FAI 35W, FROM THE JUNCTION
 PP0857'OF FAI 35W AND T.H. 13 IN BURNSVILLE, IN THE SOUTHEAST CORNER OF
 PP0857'BRIDGE NO. 19863, ABOUT 0.5 FEET HIGHER THAN THE CENTERLINE OF THE
 PP0857'BURNSVILLE CROSS-TOWN HIGHWAY OVER FAI 35W.  NE 1/4, SEC 13, T115N, R
 PP0857'21W.
 PP0857
 PP0857                          STATION RECOVERY (1980)
 PP0857
 PP0857'RECOVERY NOTE BY MN DEPT OF TRANSP 1980 (EGS)
 PP0857'THE STATION WAS RECOVERED AS DESCRIBED.
 PP0857
 PP0857                          STATION RECOVERY (1985)
 PP0857
 PP0857'RECOVERY NOTE BY US POWER SQUADRON 1985
 PP0857'RECOVERED IN GOOD CONDITION.
 PP0857
 PP0857                          STATION RECOVERY (1985)
 PP0857
 PP0857'RECOVERY NOTE BY US POWER SQUADRON 1985
 PP0857'RECOVERED IN GOOD CONDITION.
 PP0857
 PP0857                          STATION RECOVERY (2002)
 PP0857
 PP0857'RECOVERY NOTE BY US POWER SQUADRON 2002
 PP0857'MARK IS SOUTH OF THE PEDESTRIAN FENCE ON THE SOUTHEAST ABUTMENT AND
 PP0857'HAS BEEN PAINTED OVER WITH THE COLOR ON THE ENTIRE BRIDGE.
 PP0857
 PP0857                          STATION RECOVERY (2007)
 PP0857
 PP0857'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (VWC)
 PP0857'THE MARK IS LOCATED ABOUT 10.7 MI (17.2 KM) EAST-SOUTHEAST OF EDEN
 PP0857'PRAIRIE, 7.7 MI (12.4 KM) EAST-NORTHEAST OF PRIOR LAKE AND 4.9 MI (7.9
 PP0857'KM) SOUTH OF BLOOMINGTON.
 PP0857'
 PP0857'TO REACH TO THE MARK IN BURNSVILLE, GO 0.25 MI (0.4 KM) SOUTH OF THE
 PP0857'JUNCTION OF INTERSTATE HIGHWAY 35W AND TRUNK HIGHWAY 13, IN SOUTHEAST
 PP0857'CORNER OF CROSSTOWN HIGHWAY BRIDGE 19863 OVER INTERSTATE HIGHWAY 35W.
 PP0857
 PP0857                          STATION RECOVERY (2011)
 PP0857
 PP0857'RECOVERY NOTE BY MN DEPT OF TRANSP 2011 (DB)
 PP0857'RECOVERED AS DESCRIBED.
 PP0857'
 PP0857'NOTE-DISK SET IN 1969 THEN STAMPED WHEN FIRST USED IN 1970.
 PP0857
 PP0857                          STATION RECOVERY (2012)
 PP0857
 PP0857'RECOVERY NOTE BY ANDERSON ENGINEERING OF MINNESOTA 2012
 PP0857'RECOVERED IN GOOD CONDITION.
 PP0857
 PP0857                          STATION RECOVERY (2013)
 PP0857
 PP0857'RECOVERY NOTE BY MN DEPT OF TRANSP 2013 (MAS)
 PP0857'IN BURNSVILLE, IN SOUTHEAST BRIDGE ABUTMENT OF WEST BURNSVILLE PARKWAY
 PP0857'BRIDGE NUMBER 19863 OVER INTERSTATE HIGHWAY 35W, 0.25 MILE SOUTH ALONG
 PP0857'INTERSTATE HIGHWAY 35W FROM JUNCTION OF INTERSTATE HIGHWAY 35W AND
 PP0857'TRUNK HIGHWAY 13 IN BURNSVILLE.  DISK SET IN 1969, THEN STAMPED WHEN
 PP0857'FIRST USED IN 1970.
 PP0857
 PP0857                          STATION RECOVERY (2014)
 PP0857
 PP0857'RECOVERY NOTE BY MN DEPT OF TRANSP 2014 (BK)
 PP0857'RECOVERED AS DESCRIBED.
 PP0857
 PP0857                          STATION RECOVERY (2023)
 PP0857
 PP0857'RECOVERY NOTE BY MN DEPT OF TRANSP 2023 (MJS)
 PP0857'IN BURNSVILLE, IN A BRIDGE ABUTMENT IN THE SOUTHEAST CORNER OF WEST
 PP0857'BURNSVILLE PARKWAY BRIDGE NUMBER 19863 OVER INTERSTATE HIGHWAY 35W,
 PP0857'0.25 MI (0.40 KM) SOUTH ALONG INTERSTATE HIGHWAY 35W FROM THE JUNCTION
 PP0857'OF INTERSTATE HIGHWAY 35W AND TRUNK HIGHWAY 13 IN BURNSVILLE.  THE
 PP0857'DISK WAS SET IN 1969, THEN STAMPED WHEN FIRST USED IN 1970.
 PP0857'
 PP0857'THE SURVEY MARK HAS BEEN DEEMED UNSAFE DUE TO FALL RISK AND HAS BEEN
 PP0857'ABANDONED FOR MNDOT GEODETIC USE.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 PP0854 ***********************************************************************
 PP0854  DESIGNATION -  1981 F 1
 PP0854  PID         -  PP0854
 PP0854  STATE/COUNTY-  MN/DAKOTA
 PP0854  COUNTRY     -  US
 PP0854  USGS QUAD   -  BLOOMINGTON (2019)
 PP0854
 PP0854                         *CURRENT SURVEY CONTROL
 PP0854  ______________________________________________________________________
 PP0854* NAD 83(1986) POSITION- 44 46 30.37   (N) 093 17 16.78   (W)   HD_HELD1
 PP0854* NAVD 88 ORTHO HEIGHT -   255.018 (meters)      836.67  (feet) ADJUSTED
 PP0854  ______________________________________________________________________
 PP0854  GEOID HEIGHT    -        -27.223 (meters)                     GEOID18
 PP0854  DYNAMIC HEIGHT  -        255.010 (meters)      836.65  (feet) COMP
 PP0854  MODELED GRAVITY -    980,577.7   (mgal)                       NAVD 88
 PP0854
 PP0854  VERT ORDER      -  SECOND    CLASS I
 PP0854
 PP0854.The horizontal coordinates were determined by differentially corrected
 PP0854.hand held GPS observations or other comparable positioning techniques
 PP0854.and have an estimated accuracy of +/- 3 meters.
 PP0854
 PP0854.The orthometric height was determined by differential leveling and
 PP0854.adjusted by the NATIONAL GEODETIC SURVEY
 PP0854.in August 2013.
 PP0854
 PP0854.Significant digits in the geoid height do not necessarily reflect accuracy.
 PP0854.GEOID18 height accuracy estimate available here.
 PP0854
 PP0854.Click photographs - Photos may exist for this station.
 PP0854
 PP0854.The dynamic height is computed by dividing the NAVD 88
 PP0854.geopotential number by the normal gravity value computed on the
 PP0854.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP0854.degrees latitude (g = 980.6199 gals.).
 PP0854
 PP0854.The modeled gravity was interpolated from observed gravity values.
 PP0854
 PP0854;                    North         East    Units  Estimated Accuracy
 PP0854;SPC MN S     -   297,480.8     856,354.1     MT  (+/- 3 meters HH1 GPS) 
 PP0854
 PP0854_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK7721358007(NAD 83)
 PP0854
 PP0854                          SUPERSEDED SURVEY CONTROL
 PP0854
 PP0854  NAVD 88 (09/23/97)  255.016  (m)          836.67   (f) SUPERSEDED  2 0
 PP0854  NAVD 88 (06/15/91)  255.013  (m)          836.66   (f) SUPERSEDED  2 0
 PP0854  NGVD 29 (??/??/92)  254.947  (m)          836.44   (f) ADJ UNCH    2 0
 PP0854
 PP0854.Superseded values are not recommended for survey control.
 PP0854
 PP0854.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PP0854.See file dsdata.pdf to determine how the superseded data were derived.
 PP0854
 PP0854_MARKER: DB = BENCH MARK DISK
 PP0854_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 PP0854_SP_SET: BRIDGE ABUTMENT
 PP0854_STAMPING: 1981 F 1 1970
 PP0854_MARK LOGO: MNHD
 PP0854_MAGNETIC: N = NO MAGNETIC MATERIAL
 PP0854_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PP0854_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 PP0854+SATELLITE: SATELLITE OBSERVATIONS - July 12, 2023
 PP0854
 PP0854  HISTORY     - Date     Condition        Report By
 PP0854  HISTORY     - 19700401 MONUMENTED       MNHD
 PP0854  HISTORY     - 1972     GOOD             MNDT
 PP0854  HISTORY     - 1980     GOOD             MNDT
 PP0854  HISTORY     - 1990     GOOD             USPSQD
 PP0854  HISTORY     - 20070619 GOOD             MNDT
 PP0854  HISTORY     - 20111003 GOOD             MNDT
 PP0854  HISTORY     - 20130919 GOOD             MNDT
 PP0854  HISTORY     - 20140922 GOOD             MNDT
 PP0854  HISTORY     - 20230712 GOOD             MNDT
 PP0854
 PP0854                          STATION DESCRIPTION
 PP0854
 PP0854'DESCRIBED BY MN DEPT OF TRANSP 1972
 PP0854'IN BURNSVILLE.
 PP0854'AT THE JUNCTION OF T.H. 13 AND FAI 35W IN BURNSVILLE, IN THE SOUTHEAST
 PP0854'CORNER (ABUTMENT) OF BRIDGE NO. 9780 EASTBOUND T.H. 13 OVER FAI 35W.
 PP0854'CORNER OF N.W. 1/4, SEC 13, T 115N, R 21W.
 PP0854
 PP0854                          STATION RECOVERY (1980)
 PP0854
 PP0854'RECOVERY NOTE BY MN DEPT OF TRANSP 1980 (EGS)
 PP0854'THE STATION WAS RECOVERED AS DESCRIBED.
 PP0854
 PP0854                          STATION RECOVERY (1990)
 PP0854
 PP0854'RECOVERY NOTE BY US POWER SQUADRON 1990 (LAK)
 PP0854'RECOVERED IN GOOD CONDITION.
 PP0854
 PP0854                          STATION RECOVERY (2007)
 PP0854
 PP0854'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (VWC)
 PP0854'THE MARK IS LOCATED ABOUT 10.5 MI (16.9 KM) EAST-SOUTHEAST OF EDEN
 PP0854'PRAIRIE, 7.9 MI (12.7 KM) EAST-NORTHEAST OF PRIOR LAKE AND 4.6 MI (7.4
 PP0854'KM) SOUTH OF BLOOMINGTON.
 PP0854'
 PP0854'TO REACH TO THE MARK IN BURNSVILLE, AT THE JUNCTION OF TRUNK HIGHWAY
 PP0854'13 AND INTERSTATE HIGHWAY 35W, IN SOUTHEAST CORNER OF EASTBOUND TRUNK
 PP0854'HIGHWAY 13 BRIDGE 9780 OVER INTERSTATE HIGHWAY 35W.
 PP0854
 PP0854                          STATION RECOVERY (2011)
 PP0854
 PP0854'RECOVERY NOTE BY MN DEPT OF TRANSP 2011 (DB)
 PP0854'RECOVERED AS DESCRIBED.
 PP0854
 PP0854                          STATION RECOVERY (2013)
 PP0854
 PP0854'RECOVERY NOTE BY MN DEPT OF TRANSP 2013 (MAS)
 PP0854'IN BURNSVILLE, IN SOUTHEAST CORNER BRIDGE ABUTMENT OF EASTBOUND TRUNK
 PP0854'HIGHWAY 13 BRIDGE NUMBER 9780 OVER INTERSTATE HIGHWAY 35W, AT JUNCTION
 PP0854'OF TRUNK HIGHWAY 13 AND INTERSTATE HIGHWAY 35W.
 PP0854
 PP0854                          STATION RECOVERY (2014)
 PP0854
 PP0854'RECOVERY NOTE BY MN DEPT OF TRANSP 2014 (BK)
 PP0854'RECOVERED AS DESCRIBED.
 PP0854
 PP0854                          STATION RECOVERY (2023)
 PP0854
 PP0854'RECOVERY NOTE BY MN DEPT OF TRANSP 2023 (MJS)
 PP0854'IN BURNSVILLE, IN A BRIDGE ABUTMENT IN THE SOUTHEAST CORNER OF
 PP0854'EASTBOUND TRUNK HIGHWAY 13 BRIDGE NUMBER 9780 OVER INTERSTATE HIGHWAY
 PP0854'35W, AT THE JUNCTION OF TRUNK HIGHWAY 13 AND INTERSTATE HIGHWAY 35W.
 PP0854'
 PP0854'THE SURVEY MARK HAS BEEN DEEMED UNSAFE DUE TO FALL RISK AND HAS BEEN
 PP0854'ABANDONED FOR MNDOT GEODETIC USE.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 PP0855 ***********************************************************************
 PP0855  DESIGNATION -  1981 F 2
 PP0855  PID         -  PP0855
 PP0855  STATE/COUNTY-  MN/DAKOTA
 PP0855  COUNTRY     -  US
 PP0855  USGS QUAD   -  BLOOMINGTON (2019)
 PP0855
 PP0855                         *CURRENT SURVEY CONTROL
 PP0855  ______________________________________________________________________
 PP0855* NAD 83(1986) POSITION- 44 46 31.18   (N) 093 17 19.43   (W)   HD_HELD1
 PP0855* NAVD 88 ORTHO HEIGHT -   254.104 (meters)      833.67  (feet) ADJUSTED
 PP0855  ______________________________________________________________________
 PP0855  GEOID HEIGHT    -        -27.221 (meters)                     GEOID18
 PP0855  DYNAMIC HEIGHT  -        254.096 (meters)      833.65  (feet) COMP
 PP0855  MODELED GRAVITY -    980,577.9   (mgal)                       NAVD 88
 PP0855
 PP0855  VERT ORDER      -  SECOND    CLASS I
 PP0855
 PP0855.The horizontal coordinates were determined by differentially corrected
 PP0855.hand held GPS observations or other comparable positioning techniques
 PP0855.and have an estimated accuracy of +/- 3 meters.
 PP0855
 PP0855.The orthometric height was determined by differential leveling and
 PP0855.adjusted by the NATIONAL GEODETIC SURVEY
 PP0855.in August 2013.
 PP0855
 PP0855.Significant digits in the geoid height do not necessarily reflect accuracy.
 PP0855.GEOID18 height accuracy estimate available here.
 PP0855
 PP0855.Click photographs - Photos may exist for this station.
 PP0855
 PP0855.The dynamic height is computed by dividing the NAVD 88
 PP0855.geopotential number by the normal gravity value computed on the
 PP0855.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP0855.degrees latitude (g = 980.6199 gals.).
 PP0855
 PP0855.The modeled gravity was interpolated from observed gravity values.
 PP0855
 PP0855;                    North         East    Units  Estimated Accuracy
 PP0855;SPC MN S     -   297,505.3     856,295.6     MT  (+/- 3 meters HH1 GPS) 
 PP0855
 PP0855_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK7715458033(NAD 83)
 PP0855
 PP0855                          SUPERSEDED SURVEY CONTROL
 PP0855
 PP0855  NAVD 88 (09/23/97)  254.103  (m)          833.67   (f) SUPERSEDED  2 0
 PP0855  NAVD 88 (06/15/91)  254.101  (m)          833.66   (f) SUPERSEDED  2 0
 PP0855  NGVD 29 (??/??/92)  254.036  (m)          833.45   (f) ADJ UNCH    2 0
 PP0855
 PP0855.Superseded values are not recommended for survey control.
 PP0855
 PP0855.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PP0855.See file dsdata.pdf to determine how the superseded data were derived.
 PP0855
 PP0855_MARKER: DB = BENCH MARK DISK
 PP0855_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 PP0855_SP_SET: BRIDGE ABUTMENT
 PP0855_STAMPING: 1981 F 2 1970
 PP0855_MARK LOGO: MNHD
 PP0855_MAGNETIC: N = NO MAGNETIC MATERIAL
 PP0855_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PP0855_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 PP0855+SATELLITE: SATELLITE OBSERVATIONS - July 12, 2023
 PP0855
 PP0855  HISTORY     - Date     Condition        Report By
 PP0855  HISTORY     - 19700401 MONUMENTED       MNHD
 PP0855  HISTORY     - 1972     GOOD             MNDT
 PP0855  HISTORY     - 1980     GOOD             MNDT
 PP0855  HISTORY     - 1990     GOOD             USPSQD
 PP0855  HISTORY     - 20070619 GOOD             MNDT
 PP0855  HISTORY     - 20111003 GOOD             MNDT
 PP0855  HISTORY     - 20130919 GOOD             MNDT
 PP0855  HISTORY     - 20140922 GOOD             MNDT
 PP0855  HISTORY     - 20230712 GOOD             MNDT
 PP0855
 PP0855                          STATION DESCRIPTION
 PP0855
 PP0855'DESCRIBED BY MN DEPT OF TRANSP 1972
 PP0855'IN BURNSVILLE.
 PP0855'AT THE JUNCTION OF T.H. 13 AND FAI 35W IN BURNSVILLE, IN THE NORTHWEST
 PP0855'CORNER (ABUTMENT) OF BRIDGE NO. 9779, WESTBOUND T.H. 13 OVER FAI 35W.
 PP0855'CORNER OF N.W. 1/4, SEC 13, T 115N, R 21W.
 PP0855
 PP0855                          STATION RECOVERY (1980)
 PP0855
 PP0855'RECOVERY NOTE BY MN DEPT OF TRANSP 1980 (EGS)
 PP0855'THE STATION WAS RECOVERED AS DESCRIBED.
 PP0855
 PP0855                          STATION RECOVERY (1990)
 PP0855
 PP0855'RECOVERY NOTE BY US POWER SQUADRON 1990 (LAK)
 PP0855'RECOVERED IN GOOD CONDITION.
 PP0855
 PP0855                          STATION RECOVERY (2007)
 PP0855
 PP0855'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (VWC)
 PP0855'THE MARK IS LOCATED ABOUT 10.5 MI (16.9 KM) EAST-SOUTHEAST OF EDEN
 PP0855'PRAIRIE, 7.9 MI (12.7 KM) EAST-NORTHEAST OF PRIOR LAKE AND 4.6 MI (7.4
 PP0855'KM) SOUTH OF BLOOMINGTON.
 PP0855'
 PP0855'TO REACH TO THE MARK IN BURNSVILLE, AT THE JUNCTION OF TRUNK HIGHWAY
 PP0855'13 AND INTERSTATE HIGHWAY 35W, IN NORTHWEST ABUTMENT OF WESTBOUND
 PP0855'TRUNK HIGHWAY 13 BRIDGE 9779 OVER INTERSTATE HIGHWAY 35W.
 PP0855
 PP0855                          STATION RECOVERY (2011)
 PP0855
 PP0855'RECOVERY NOTE BY MN DEPT OF TRANSP 2011 (DB)
 PP0855'RECOVERED AS DESCRIBED.
 PP0855
 PP0855                          STATION RECOVERY (2013)
 PP0855
 PP0855'RECOVERY NOTE BY MN DEPT OF TRANSP 2013 (MAS)
 PP0855'IN BURNSVILLE, IN NORTHWEST BRIDGE ABUTMENT OF WESTBOUND TRUNK HIGHWAY
 PP0855'13 BRIDGE NUMBER 9779 OVER INTERSTATE HIGHWAY 35W, AT JUNCTION OF
 PP0855'TRUNK HIGHWAY 13 AND INTERSTATE HIGHWAY 35W.
 PP0855
 PP0855                          STATION RECOVERY (2014)
 PP0855
 PP0855'RECOVERY NOTE BY MN DEPT OF TRANSP 2014 (BK)
 PP0855'RECOVERED AS DESCRIBED.
 PP0855
 PP0855                          STATION RECOVERY (2023)
 PP0855
 PP0855'RECOVERY NOTE BY MN DEPT OF TRANSP 2023 (MJS)
 PP0855'IN BURNSVILLE, IN A BRIDGE ABUTMENT IN THE NORTHWEST CORNER OF
 PP0855'WESTBOUND TRUNK HIGHWAY 13 BRIDGE NUMBER 9779 OVER INTERSTATE HIGHWAY
 PP0855'35W, AT THE JUNCTION OF TRUNK HIGHWAY 13 AND INTERSTATE HIGHWAY 35W.
 PP0855'
 PP0855'THE SURVEY MARK HAS BEEN DEEMED UNSAFE DUE TO FALL RISK AND HAS BEEN
 PP0855'ABANDONED FOR MNDOT GEODETIC USE.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DP6174 ***********************************************************************
 DP6174  DESIGNATION -  1981 L
 DP6174  PID         -  DP6174
 DP6174  STATE/COUNTY-  MN/DAKOTA
 DP6174  COUNTRY     -  US
 DP6174  USGS QUAD   -  ORCHARD LAKE (2019)
 DP6174
 DP6174                         *CURRENT SURVEY CONTROL
 DP6174  ______________________________________________________________________
 DP6174* NAD 83(2011) POSITION- 44 44 49.77743(N) 093 16 56.85996(W)   ADJUSTED
 DP6174* NAD 83(2011) ELLIP HT-   283.133 (meters)        (12/24/14)   ADJUSTED
 DP6174* NAD 83(2011) EPOCH   -  2010.00
 DP6174* NAVD 88 ORTHO HEIGHT -   310.419 (meters)     1018.43  (feet) ADJUSTED
 DP6174  ______________________________________________________________________
 DP6174  GEOID HEIGHT    -        -27.288 (meters)                     GEOID18
 DP6174  NAD 83(2011) X  -   -259,816.740 (meters)                     COMP
 DP6174  NAD 83(2011) Y  - -4,530,171.817 (meters)                     COMP
 DP6174  NAD 83(2011) Z  -  4,467,635.747 (meters)                     COMP
 DP6174  LAPLACE CORR    -         -6.73  (seconds)                    DEFLEC18
 DP6174  DYNAMIC HEIGHT  -        310.404 (meters)     1018.38  (feet) COMP
 DP6174  MODELED GRAVITY -    980,559.4   (mgal)                       NAVD 88
 DP6174
 DP6174  VERT ORDER      -  SECOND    CLASS I
 DP6174
 DP6174  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DP6174  Standards:
 DP6174         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DP6174            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DP6174  -------------------------------------------------------------------
 DP6174  NETWORK    0.39   0.94           0.18   0.13   0.48     -0.03796831
 DP6174  -------------------------------------------------------------------
 DP6174  Click here for local accuracies and other accuracy information.
 DP6174
 DP6174.The horizontal coordinates were established by GPS observations
 DP6174.and adjusted by the MN DEPT OF TRANSP in December 2014.
 DP6174
 DP6174.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DP6174.been affixed to the stable North American tectonic plate. See 
 DP6174.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DP6174
 DP6174.The horizontal coordinates are valid at the epoch date displayed above
 DP6174.which is a decimal equivalence of Year/Month/Day.
 DP6174
 DP6174.The orthometric height was determined by differential leveling and
 DP6174.adjusted by the NATIONAL GEODETIC SURVEY
 DP6174.in September 2016.
 DP6174
 DP6174.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP6174.GEOID18 height accuracy estimate available here.
 DP6174
 DP6174.Click photographs - Photos may exist for this station.
 DP6174
 DP6174.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DP6174
 DP6174.The Laplace correction was computed from DEFLEC18 derived deflections.
 DP6174
 DP6174.The ellipsoidal height was determined by GPS observations
 DP6174.and is referenced to NAD 83.
 DP6174
 DP6174.The dynamic height is computed by dividing the NAVD 88
 DP6174.geopotential number by the normal gravity value computed on the
 DP6174.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP6174.degrees latitude (g = 980.6199 gals.).
 DP6174
 DP6174.The modeled gravity was interpolated from observed gravity values.
 DP6174
 DP6174. The following values were computed from the NAD 83(2011) position.
 DP6174
 DP6174;                    North         East     Units Scale Factor Converg.
 DP6174;SPC MN S     -   294,379.843   856,819.301   MT  0.99993121   +0 30 10.6
 DP6174;SPC MN S     -   965,811.20  2,811,081.32   sFT  0.99993121   +0 30 10.6
 DP6174;UTM  15      - 4,954,902.550   477,640.051   MT  0.99960615   -0 11 55.9
 DP6174
 DP6174!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DP6174!SPC MN S     -   0.99995561  x   0.99993121  =   0.99988682
 DP6174!UTM  15      -   0.99995561  x   0.99960615  =   0.99956178
 DP6174
 DP6174_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK7764054902(NAD 83)
 DP6174
 DP6174                          SUPERSEDED SURVEY CONTROL
 DP6174
 DP6174.No superseded survey control is available for this station.
 DP6174
 DP6174_MARKER: F = FLANGE-ENCASED ROD
 DP6174_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DP6174_STAMPING: 1981 L 2014
 DP6174_MARK LOGO: MNDT
 DP6174_PROJECTION: RECESSED 5 CENTIMETERS
 DP6174_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DP6174_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DP6174_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP6174+SATELLITE: SATELLITE OBSERVATIONS - July 11, 2023
 DP6174_ROD/PIPE-DEPTH: 8.5 meters
 DP6174
 DP6174  HISTORY     - Date     Condition        Report By
 DP6174  HISTORY     - 20140805 MONUMENTED       MNDT
 DP6174  HISTORY     - 20220908 GOOD             MNDT
 DP6174  HISTORY     - 20220908 GOOD             MNDT
 DP6174  HISTORY     - 20230711 GOOD             MNDT
 DP6174
 DP6174                          STATION DESCRIPTION
 DP6174
 DP6174'DESCRIBED BY MN DEPT OF TRANSP 2014
 DP6174'IN BURNSVILLE, 0.10 MILE NORTH ALONG ON RAMP FROM COUNTY ROAD 42 TO
 DP6174'NORTHBOUND INTERSTATE HIGHWAY 35 WEST FROM THE JUNCTION OF INTERSTATE
 DP6174'HIGHWAY 35 WEST AND COUNTY ROAD 42 IN BURNSVILLE, AT INTERSTATE
 DP6174'HIGHWAY 35 WEST MILE POINT 0.70, 250.0 FEET EAST NORTHEAST OF
 DP6174'NORTHBOUND INTERSTATE HIGHWAY 35 WEST, 7.4 FEET SOUTHWEST OF RIGHT OF
 DP6174'WAY FENCE, 87.5 FEET NORTHEAST OF CENTER RAMP AND CARPOOL RAMP FROM
 DP6174'COUNTY ROAD 42 TO NORTHBOUND INTERSTATE HIGHWAY 35 W, 7.0 FEET
 DP6174'SOUTHWEST OF WITNESS POST.
 DP6174
 DP6174                          STATION RECOVERY (2022)
 DP6174
 DP6174'RECOVERY NOTE BY MN DEPT OF TRANSP 2022 (AXH)
 DP6174'RECOVERED AS DESCRIBED.
 DP6174
 DP6174                          STATION RECOVERY (2022)
 DP6174
 DP6174'RECOVERY NOTE BY MN DEPT OF TRANSP 2022 (KMS)
 DP6174'THE MARK IS LOCATED ABOUT IN BURNSVILLE.
 DP6174'
 DP6174'TO REACH THE MARK GO 0.1 MI (0.2 KM) NORTH ALONG AN ON RAMP FROM
 DP6174'COUNTY ROAD 42 TO NORTHBOUND INTERSTATE HIGHWAY 35W FROM THE JUNCTION
 DP6174'OF INTERSTATE HIGHWAY 35W AND COUNTY ROAD 42 IN BURNSVILLE, AT
 DP6174'INTERSTATE HIGHWAY 35W MILE POINT 0.70.
 DP6174'
 DP6174'THE MARK IS 250.0 FT (76.2 M) EAST-NORTHEAST OF NORTHBOUND INTERSTATE
 DP6174'HIGHWAY 35W, 7.4 FT (2.3 M) SOUTHWEST OF A RIGHT-OF-WAY FENCE, 87.5 FT
 DP6174'(26.7 M) NORTHEAST OF THE CENTER RAMP AND CARPOOL RAMP FROM COUNTY
 DP6174'ROAD 42 TO NORTHBOUND INTERSTATE HIGHWAY 35W, 7.0 FT (2.1 M) SOUTHWEST
 DP6174'OF A WITNESS POST.
 DP6174
 DP6174                          STATION RECOVERY (2023)
 DP6174
 DP6174'RECOVERY NOTE BY MN DEPT OF TRANSP 2023 (MJS)
 DP6174'IN BURNSVILLE, 0.1 MI (0.2 KM) NORTH ALONG AN ON RAMP FROM COUNTY ROAD
 DP6174'42 TO NORTHBOUND INTERSTATE HIGHWAY 35W FROM THE JUNCTION OF
 DP6174'INTERSTATE HIGHWAY 35W AND COUNTY ROAD 42 IN BURNSVILLE, AT INTERSTATE
 DP6174'HIGHWAY 35W MILE POINT 0.70, 250.0 FT (76.2 M) EAST-NORTHEAST OF
 DP6174'NORTHBOUND INTERSTATE HIGHWAY 35W, 7.4 FT (2.3 M) SOUTHWEST OF A
 DP6174'RIGHT-OF-WAY FENCE, 87.5 FT (26.7 M) NORTHEAST OF THE CENTER RAMP AND
 DP6174'CARPOOL RAMP FROM COUNTY ROAD 42 TO NORTHBOUND INTERSTATE HIGHWAY 35W,
 DP6174'7.0 FT (2.1 M) SOUTHWEST OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DP6175 ***********************************************************************
 DP6175  DESIGNATION -  1981 M
 DP6175  PID         -  DP6175
 DP6175  STATE/COUNTY-  MN/DAKOTA
 DP6175  COUNTRY     -  US
 DP6175  USGS QUAD   -  BLOOMINGTON (2019)
 DP6175
 DP6175                         *CURRENT SURVEY CONTROL
 DP6175  ______________________________________________________________________
 DP6175* NAD 83(2011) POSITION- 44 45 41.46534(N) 093 17 19.24517(W)   ADJUSTED
 DP6175* NAD 83(2011) ELLIP HT-   269.458 (meters)        (12/24/14)   ADJUSTED
 DP6175* NAD 83(2011) EPOCH   -  2010.00
 DP6175* NAVD 88 ORTHO HEIGHT -   296.709 (meters)      973.45  (feet) ADJUSTED
 DP6175  ______________________________________________________________________
 DP6175  GEOID HEIGHT    -        -27.242 (meters)                     GEOID18
 DP6175  NAD 83(2011) X  -   -260,243.378 (meters)                     COMP
 DP6175  NAD 83(2011) Y  - -4,529,012.335 (meters)                     COMP
 DP6175  NAD 83(2011) Z  -  4,468,759.208 (meters)                     COMP
 DP6175  LAPLACE CORR    -         -5.87  (seconds)                    DEFLEC18
 DP6175  DYNAMIC HEIGHT  -        296.697 (meters)      973.41  (feet) COMP
 DP6175  MODELED GRAVITY -    980,569.7   (mgal)                       NAVD 88
 DP6175
 DP6175  VERT ORDER      -  SECOND    CLASS I
 DP6175
 DP6175  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DP6175  Standards:
 DP6175         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DP6175            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DP6175  -------------------------------------------------------------------
 DP6175  NETWORK    0.40   1.04           0.18   0.14   0.53     -0.01547162
 DP6175  -------------------------------------------------------------------
 DP6175  Click here for local accuracies and other accuracy information.
 DP6175
 DP6175.The horizontal coordinates were established by GPS observations
 DP6175.and adjusted by the MN DEPT OF TRANSP in December 2014.
 DP6175
 DP6175.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DP6175.been affixed to the stable North American tectonic plate. See 
 DP6175.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DP6175
 DP6175.The horizontal coordinates are valid at the epoch date displayed above
 DP6175.which is a decimal equivalence of Year/Month/Day.
 DP6175
 DP6175.The orthometric height was determined by differential leveling and
 DP6175.adjusted by the NATIONAL GEODETIC SURVEY
 DP6175.in September 2016.
 DP6175
 DP6175.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP6175.GEOID18 height accuracy estimate available here.
 DP6175
 DP6175.Click photographs - Photos may exist for this station.
 DP6175
 DP6175.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DP6175
 DP6175.The Laplace correction was computed from DEFLEC18 derived deflections.
 DP6175
 DP6175.The ellipsoidal height was determined by GPS observations
 DP6175.and is referenced to NAD 83.
 DP6175
 DP6175.The dynamic height is computed by dividing the NAVD 88
 DP6175.geopotential number by the normal gravity value computed on the
 DP6175.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP6175.degrees latitude (g = 980.6199 gals.).
 DP6175
 DP6175.The modeled gravity was interpolated from observed gravity values.
 DP6175
 DP6175. The following values were computed from the NAD 83(2011) position.
 DP6175
 DP6175;                    North         East     Units Scale Factor Converg.
 DP6175;SPC MN S     -   295,970.904   856,313.040   MT  0.99993232   +0 29 54.9
 DP6175;SPC MN S     -   971,031.21  2,809,420.37   sFT  0.99993232   +0 29 54.9
 DP6175;UTM  15      - 4,956,499.173   477,153.476   MT  0.99960642   -0 12 11.8
 DP6175
 DP6175!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DP6175!SPC MN S     -   0.99995775  x   0.99993232  =   0.99989008
 DP6175!UTM  15      -   0.99995775  x   0.99960642  =   0.99956419
 DP6175
 DP6175_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK7715356499(NAD 83)
 DP6175
 DP6175                          SUPERSEDED SURVEY CONTROL
 DP6175
 DP6175.No superseded survey control is available for this station.
 DP6175
 DP6175_MARKER: F = FLANGE-ENCASED ROD
 DP6175_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DP6175_STAMPING: 1981 M 2014
 DP6175_MARK LOGO: MNDT
 DP6175_PROJECTION: RECESSED 5 CENTIMETERS
 DP6175_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DP6175_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DP6175_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP6175+SATELLITE: SATELLITE OBSERVATIONS - July 12, 2023
 DP6175_ROD/PIPE-DEPTH: 16.5 meters
 DP6175
 DP6175  HISTORY     - Date     Condition        Report By
 DP6175  HISTORY     - 20140807 MONUMENTED       MNDT
 DP6175  HISTORY     - 20220908 GOOD             MNDT
 DP6175  HISTORY     - 20230712 GOOD             MNDT
 DP6175
 DP6175                          STATION DESCRIPTION
 DP6175
 DP6175'DESCRIBED BY MN DEPT OF TRANSP 2014
 DP6175'IN BURNSVILLE, 1.15 MILES NORTH ALONG INTERSTATE HIGHWAY 35 WEST FROM
 DP6175'THE JUNCTION OF INTERSTATE HIGHWAY 35 WEST AND COUNTY ROAD 42 IN
 DP6175'BURNSVILLE, AT INTERSTATE HIGHWAY 35 WEST MILE POINT 1.75, 44.7 FEET
 DP6175'EAST OF NORTHBOUND 35 WEST FOG LINE, 30.7 FEET EAST OF GUARDRAIL, 30.6
 DP6175'FEET NORTH OF SOUTH END OF GUARDRAIL, 58.2 FEET WEST OF SOUND BARRIER,
 DP6175'1.5 FEET WEST OF WITNESS POST.
 DP6175
 DP6175                          STATION RECOVERY (2022)
 DP6175
 DP6175'RECOVERY NOTE BY MN DEPT OF TRANSP 2022 (KMS)
 DP6175'THE MARK IS LOCATED ABOUT IN BURNSVILLE.
 DP6175'
 DP6175'TO REACH THE MARK GO 1.15 MI (1.85 KM) NORTH ALONG INTERSTATE HIGHWAY
 DP6175'35 WEST FROM THE JUNCTION OF INTERSTATE HIGHWAY 35 WEST AND COUNTY
 DP6175'ROAD 42 IN BURNSVILLE, AT INTERSTATE HIGHWAY 35 WEST MILE POINT 1.75.
 DP6175'
 DP6175'THE MARK IS 44.7 FT (13.6 M) EAST OF A NORTHBOUND 35 WEST FOG LINE,
 DP6175'30.7 FT (9.4 M) EAST OF GUARDRAIL, 30.6 FT (9.3 M) NORTH OF THE SOUTH
 DP6175'END OF A GUARDRAIL, 58.2 FT (17.7 M) WEST OF A SOUND BARRIER, 1.5 FT
 DP6175'(0.5 M) WEST OF A WITNESS POST.
 DP6175
 DP6175                          STATION RECOVERY (2023)
 DP6175
 DP6175'RECOVERY NOTE BY MN DEPT OF TRANSP 2023 (MJS)
 DP6175'IN BURNSVILLE, 1.15 MI (1.85 KM) NORTH ALONG INTERSTATE HIGHWAY 35
 DP6175'WEST FROM THE JUNCTION OF INTERSTATE HIGHWAY 35 WEST AND COUNTY ROAD
 DP6175'42 IN BURNSVILLE, AT INTERSTATE HIGHWAY 35 WEST MILE POINT 1.75, 44.7
 DP6175'FT (13.6 M) EAST OF A NORTHBOUND 35 WEST FOG LINE, 30.7 FT (9.4 M)
 DP6175'EAST OF GUARDRAIL, 30.6 FT (9.3 M) NORTH OF THE SOUTH END OF A
 DP6175'GUARDRAIL, 58.2 FT (17.7 M) WEST OF A SOUND BARRIER, 1.5 FT (0.5 M)
 DP6175'WEST OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DR8517 ***********************************************************************
 DR8517  HT_MOD      -  This is a Height Modernization Survey Station.
 DR8517  DESIGNATION -  1981 N
 DR8517  PID         -  DR8517
 DR8517  STATE/COUNTY-  MN/DAKOTA
 DR8517  COUNTRY     -  US
 DR8517  USGS QUAD   -  ORCHARD LAKE (2019)
 DR8517
 DR8517                         *CURRENT SURVEY CONTROL
 DR8517  ______________________________________________________________________
 DR8517* NAD 83(2011) POSITION- 44 44 19.44768(N) 093 16 58.01665(W)   ADJUSTED
 DR8517* NAD 83(2011) ELLIP HT-   268.962 (meters)        (12/06/22)   ADJUSTED
 DR8517* NAD 83(2011) EPOCH   -  2010.00
 DR8517* NAVD 88 ORTHO HEIGHT -   296.27  (meters)      972.0   (feet) GPS OBS
 DR8517  ______________________________________________________________________
 DR8517  GEOID HEIGHT    -        -27.309 (meters)                     GEOID18
 DR8517  NAD 83(2011) X  -   -259,879.309 (meters)                     COMP
 DR8517  NAD 83(2011) Y  - -4,530,818.300 (meters)                     COMP
 DR8517  NAD 83(2011) Z  -  4,466,960.761 (meters)                     COMP
 DR8517  LAPLACE CORR    -         -7.08  (seconds)                    DEFLEC18
 DR8517
 DR8517  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DR8517  Standards:
 DR8517         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DR8517            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DR8517  -------------------------------------------------------------------
 DR8517  NETWORK    0.41   1.08           0.19   0.14   0.55     -0.05105818
 DR8517  -------------------------------------------------------------------
 DR8517  Click here for local accuracies and other accuracy information.
 DR8517
 DR8517.The horizontal coordinates were established by GPS observations
 DR8517.and adjusted by the MN DEPT OF TRANSP in December 2022.
 DR8517
 DR8517.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DR8517.been affixed to the stable North American tectonic plate. See 
 DR8517.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DR8517
 DR8517.The horizontal coordinates are valid at the epoch date displayed above
 DR8517.which is a decimal equivalence of Year/Month/Day.
 DR8517
 DR8517.The orthometric height was determined by GPS observations and a
 DR8517.high-resolution geoid model using precise GPS observation and
 DR8517.processing techniques.
 DR8517
 DR8517.Significant digits in the geoid height do not necessarily reflect accuracy.
 DR8517.GEOID18 height accuracy estimate available here.
 DR8517
 DR8517.Click photographs - Photos may exist for this station.
 DR8517
 DR8517.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DR8517
 DR8517.The Laplace correction was computed from DEFLEC18 derived deflections.
 DR8517
 DR8517.The ellipsoidal height was determined by GPS observations
 DR8517.and is referenced to NAD 83.
 DR8517
 DR8517. The following values were computed from the NAD 83(2011) position.
 DR8517
 DR8517;                    North         East     Units Scale Factor Converg.
 DR8517;SPC MN S     -   293,443.485   856,802.073   MT  0.99993059   +0 30 09.8
 DR8517;SPC MN S     -   962,739.17  2,811,024.80   sFT  0.99993059   +0 30 09.8
 DR8517;UTM  15      - 4,953,966.778   477,611.365   MT  0.99960616   -0 11 56.6
 DR8517
 DR8517!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DR8517!SPC MN S     -   0.99995783  x   0.99993059  =   0.99988842
 DR8517!UTM  15      -   0.99995783  x   0.99960616  =   0.99956401
 DR8517
 DR8517_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK7761153966(NAD 83)
 DR8517
 DR8517                          SUPERSEDED SURVEY CONTROL
 DR8517
 DR8517.No superseded survey control is available for this station.
 DR8517
 DR8517_MARKER: F = FLANGE-ENCASED ROD
 DR8517_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DR8517_STAMPING: 1981 N 2022
 DR8517_MARK LOGO: MNDT
 DR8517_PROJECTION: RECESSED 10 CENTIMETERS
 DR8517_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DR8517_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DR8517_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DR8517+SATELLITE: SATELLITE OBSERVATIONS - September 08, 2022
 DR8517_ROD/PIPE-DEPTH: 13.4 meters
 DR8517
 DR8517  HISTORY     - Date     Condition        Report By
 DR8517  HISTORY     - 20220801 MONUMENTED       MNDT
 DR8517  HISTORY     - 20220908 GOOD             MNDT
 DR8517  HISTORY     - 20220908 GOOD             MNDT
 DR8517
 DR8517                          STATION DESCRIPTION
 DR8517
 DR8517'DESCRIBED BY MN DEPT OF TRANSP 2022 (BXG)
 DR8517'IN BURNSVILLE, 0.10 MILES NORTH ALONG INTERSTATE HIGHWAY 35W FROM THE
 DR8517'JUNCTION OF INTERSTATE HIGHWAY 35W AND INTERSTATE HIGHWAY 35E IN
 DR8517'BURNSVILLE, AT INTERSTATE HIGHWAY 35W MILEPOINT 0.10, 53.0 FEET EAST
 DR8517'OF NORTHBOUND INTERSTATE HIGHWAY 35W FOG LINE, 24.5 FEET WEST OF
 DR8517'NORTHBOUND INTERSTATE HIGHWAY 35E FOG LINE, 1.5 FEET WEST OF A WITNESS
 DR8517'POST.
 DR8517
 DR8517                          STATION RECOVERY (2022)
 DR8517
 DR8517'RECOVERY NOTE BY MN DEPT OF TRANSP 2022 (BJG)
 DR8517'THE MARK IS LOCATED ABOUT IN BURNSVILLE.
 DR8517'
 DR8517'TO REACH THE MARK GO 0.10 MI (0.16 KM) NORTH ALONG INTERSTATE HIGHWAY
 DR8517'35W FROM THE JUNCTION OF INTERSTATE HIGHWAY 35W AND INTERSTATE HIGHWAY
 DR8517'35E IN BURNSVILLE, AT INTERSTATE HIGHWAY 35W MILE POINT 0.10.
 DR8517'
 DR8517'THE MARK IS 53.0 FT (16.2 M) EAST OF NORTHBOUND INTERSTATE HIGHWAY 35W
 DR8517'FOG LINE, 24.5 FT (7.5 M) WEST OF NORTHBOUND INTERSTATE HIGHWAY 35E
 DR8517'FOG LINE, 1.5 FT (0.5 M) WEST OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DR8518 ***********************************************************************
 DR8518  HT_MOD      -  This is a Height Modernization Survey Station.
 DR8518  DESIGNATION -  1981 P
 DR8518  PID         -  DR8518
 DR8518  STATE/COUNTY-  MN/DAKOTA
 DR8518  COUNTRY     -  US
 DR8518  USGS QUAD   -  BLOOMINGTON (2019)
 DR8518
 DR8518                         *CURRENT SURVEY CONTROL
 DR8518  ______________________________________________________________________
 DR8518* NAD 83(2011) POSITION- 44 45 57.79143(N) 093 17 17.79115(W)   ADJUSTED
 DR8518* NAD 83(2011) ELLIP HT-   255.431 (meters)        (12/06/22)   ADJUSTED
 DR8518* NAD 83(2011) EPOCH   -  2010.00
 DR8518* NAVD 88 ORTHO HEIGHT -   282.67  (meters)      927.4   (feet) GPS OBS
 DR8518  ______________________________________________________________________
 DR8518  GEOID HEIGHT    -        -27.235 (meters)                     GEOID18
 DR8518  NAD 83(2011) X  -   -260,190.524 (meters)                     COMP
 DR8518  NAD 83(2011) Y  - -4,528,649.911 (meters)                     COMP
 DR8518  NAD 83(2011) Z  -  4,469,107.168 (meters)                     COMP
 DR8518  LAPLACE CORR    -         -5.69  (seconds)                    DEFLEC18
 DR8518
 DR8518  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DR8518  Standards:
 DR8518         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DR8518            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DR8518  -------------------------------------------------------------------
 DR8518  NETWORK    0.44   1.31           0.20   0.15   0.67     -0.02732081
 DR8518  -------------------------------------------------------------------
 DR8518  Click here for local accuracies and other accuracy information.
 DR8518
 DR8518.The horizontal coordinates were established by GPS observations
 DR8518.and adjusted by the MN DEPT OF TRANSP in December 2022.
 DR8518
 DR8518.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DR8518.been affixed to the stable North American tectonic plate. See 
 DR8518.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DR8518
 DR8518.The horizontal coordinates are valid at the epoch date displayed above
 DR8518.which is a decimal equivalence of Year/Month/Day.
 DR8518
 DR8518.The orthometric height was determined by GPS observations and a
 DR8518.high-resolution geoid model using precise GPS observation and
 DR8518.processing techniques.
 DR8518
 DR8518.Significant digits in the geoid height do not necessarily reflect accuracy.
 DR8518.GEOID18 height accuracy estimate available here.
 DR8518
 DR8518.Click photographs - Photos may exist for this station.
 DR8518
 DR8518.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DR8518
 DR8518.The Laplace correction was computed from DEFLEC18 derived deflections.
 DR8518
 DR8518.The ellipsoidal height was determined by GPS observations
 DR8518.and is referenced to NAD 83.
 DR8518
 DR8518. The following values were computed from the NAD 83(2011) position.
 DR8518
 DR8518;                    North         East     Units Scale Factor Converg.
 DR8518;SPC MN S     -   296,475.093   856,340.627   MT  0.99993268   +0 29 55.9
 DR8518;SPC MN S     -   972,685.37  2,809,510.87   sFT  0.99993268   +0 29 55.9
 DR8518;UTM  15      - 4,957,002.822   477,187.226   MT  0.99960640   -0 12 10.8
 DR8518
 DR8518!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DR8518!SPC MN S     -   0.99995995  x   0.99993268  =   0.99989264
 DR8518!UTM  15      -   0.99995995  x   0.99960640  =   0.99956637
 DR8518
 DR8518_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK7718757002(NAD 83)
 DR8518
 DR8518                          SUPERSEDED SURVEY CONTROL
 DR8518
 DR8518.No superseded survey control is available for this station.
 DR8518
 DR8518_MARKER: F = FLANGE-ENCASED ROD
 DR8518_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DR8518_STAMPING: 1981 P 2022
 DR8518_MARK LOGO: MNDT
 DR8518_PROJECTION: RECESSED 5 CENTIMETERS
 DR8518_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DR8518_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DR8518_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DR8518+SATELLITE: SATELLITE OBSERVATIONS - September 08, 2022
 DR8518_ROD/PIPE-DEPTH: 27.1 meters
 DR8518
 DR8518  HISTORY     - Date     Condition        Report By
 DR8518  HISTORY     - 20220802 MONUMENTED       MNDT
 DR8518  HISTORY     - 20220908 GOOD             MNDT
 DR8518  HISTORY     - 20220908 GOOD             MNDT
 DR8518
 DR8518                          STATION DESCRIPTION
 DR8518
 DR8518'DESCRIBED BY MN DEPT OF TRANSP 2022 (TXD)
 DR8518'IN BURNSVILLE, 2.05 MILES NORTH ALONG INTERSTATE 35W FROM THE JUNCTION
 DR8518'OF INTERSTATE 35W AND INTERSTATE 35E IN BURNSVILLE, AT INTERSTATE 35W
 DR8518'MILEPOINT 2.05, 85.4 FEET EAST OF NORTHBOUND INTERSTATE 35W FOG LINE,
 DR8518'54.9 FEET EAST OF EXIT RAMP FROM NORTHBOUND INTERSTATE 35W TO
 DR8518'BURNSVILLE PARKWAY, 75.7 FEET WEST OF A SOUND WALL, 1.5 FEET WEST OF A
 DR8518'WITNESS POST.
 DR8518
 DR8518                          STATION RECOVERY (2022)
 DR8518
 DR8518'RECOVERY NOTE BY MN DEPT OF TRANSP 2022 (BJG)
 DR8518'THE MARK IS LOCATED ABOUT IN BURNSVILLE.
 DR8518'
 DR8518'TO REACH THE MARK GO 2.05 MI (3.30 KM) NORTH ALONG INTERSTATE 35W FROM
 DR8518'THE JUNCTION OF INTERSTATE 35W AND INTERSTATE 35E IN BURNSVILLE, AT
 DR8518'INTERSTATE 35W MILE POINT 2.05.
 DR8518'
 DR8518'THE MARK IS 85.4 FT (26.0 M) EAST OF NORTHBOUND INTERSTATE 35W FOG
 DR8518'LINE, 54.9 FT (16.7 M) EAST OF EXIT RAMP FROM NORTHBOUND INTERSTATE
 DR8518'35W TO BURNSVILLE PARKWAY, 75.7 FT (23.1 M) WEST OF A SOUND WALL, 1.5
 DR8518'FT (0.5 M) WEST OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DR8519 ***********************************************************************
 DR8519  HT_MOD      -  This is a Height Modernization Survey Station.
 DR8519  DESIGNATION -  1981 Q
 DR8519  PID         -  DR8519
 DR8519  STATE/COUNTY-  MN/DAKOTA
 DR8519  COUNTRY     -  US
 DR8519  USGS QUAD   -  BLOOMINGTON (2019)
 DR8519
 DR8519                         *CURRENT SURVEY CONTROL
 DR8519  ______________________________________________________________________
 DR8519* NAD 83(2011) POSITION- 44 47 19.55007(N) 093 17 18.21189(W)   ADJUSTED
 DR8519* NAD 83(2011) ELLIP HT-   189.863 (meters)        (12/06/22)   ADJUSTED
 DR8519* NAD 83(2011) EPOCH   -  2010.00
 DR8519* NAVD 88 ORTHO HEIGHT -   217.07  (meters)      712.2   (feet) GPS OBS
 DR8519  ______________________________________________________________________
 DR8519  GEOID HEIGHT    -        -27.203 (meters)                     GEOID18
 DR8519  NAD 83(2011) X  -   -260,095.120 (meters)                     COMP
 DR8519  NAD 83(2011) Y  - -4,526,828.140 (meters)                     COMP
 DR8519  NAD 83(2011) Z  -  4,470,852.552 (meters)                     COMP
 DR8519  LAPLACE CORR    -         -5.37  (seconds)                    DEFLEC18
 DR8519
 DR8519  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DR8519  Standards:
 DR8519         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DR8519            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DR8519  -------------------------------------------------------------------
 DR8519  NETWORK    0.41   1.06           0.19   0.14   0.54     -0.05149188
 DR8519  -------------------------------------------------------------------
 DR8519  Click here for local accuracies and other accuracy information.
 DR8519
 DR8519.The horizontal coordinates were established by GPS observations
 DR8519.and adjusted by the MN DEPT OF TRANSP in December 2022.
 DR8519
 DR8519.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DR8519.been affixed to the stable North American tectonic plate. See 
 DR8519.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DR8519
 DR8519.The horizontal coordinates are valid at the epoch date displayed above
 DR8519.which is a decimal equivalence of Year/Month/Day.
 DR8519
 DR8519.The orthometric height was determined by GPS observations and a
 DR8519.high-resolution geoid model using precise GPS observation and
 DR8519.processing techniques.
 DR8519
 DR8519.Significant digits in the geoid height do not necessarily reflect accuracy.
 DR8519.GEOID18 height accuracy estimate available here.
 DR8519
 DR8519.Click photographs - Photos may exist for this station.
 DR8519
 DR8519.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DR8519
 DR8519.The Laplace correction was computed from DEFLEC18 derived deflections.
 DR8519
 DR8519.The ellipsoidal height was determined by GPS observations
 DR8519.and is referenced to NAD 83.
 DR8519
 DR8519. The following values were computed from the NAD 83(2011) position.
 DR8519
 DR8519;                    North         East     Units Scale Factor Converg.
 DR8519;SPC MN S     -   298,998.535   856,309.407   MT  0.99993459   +0 29 55.6
 DR8519;SPC MN S     -   980,964.36  2,809,408.45   sFT  0.99993459   +0 29 55.6
 DR8519;UTM  15      - 4,959,525.631   477,186.921   MT  0.99960640   -0 12 11.4
 DR8519
 DR8519!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DR8519!SPC MN S     -   0.99997023  x   0.99993459  =   0.99990482
 DR8519!UTM  15      -   0.99997023  x   0.99960640  =   0.99957664
 DR8519
 DR8519_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK7718659525(NAD 83)
 DR8519
 DR8519                          SUPERSEDED SURVEY CONTROL
 DR8519
 DR8519.No superseded survey control is available for this station.
 DR8519
 DR8519_MARKER: F = FLANGE-ENCASED ROD
 DR8519_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DR8519_STAMPING: 1981 Q 2022
 DR8519_MARK LOGO: MNDT
 DR8519_PROJECTION: RECESSED 8 CENTIMETERS
 DR8519_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DR8519_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DR8519_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DR8519+SATELLITE: SATELLITE OBSERVATIONS - September 08, 2022
 DR8519_ROD/PIPE-DEPTH: 4.6 meters
 DR8519
 DR8519  HISTORY     - Date     Condition        Report By
 DR8519  HISTORY     - 20220801 MONUMENTED       MNDT
 DR8519  HISTORY     - 20220908 GOOD             MNDT
 DR8519  HISTORY     - 20220908 GOOD             MNDT
 DR8519
 DR8519                          STATION DESCRIPTION
 DR8519
 DR8519'DESCRIBED BY MN DEPT OF TRANSP 2022 (JXH)
 DR8519'IN BURNSVILLE, 0.5 MILES NORTH ALONG INTERSTATE 35W FROM THE JUNCTION
 DR8519'OF INTERSTATE 35W AND TRUNK HIGHWAY 13 IN BURNSVILLE, THEN 0.1 MILE
 DR8519'EAST ON CLIFF ROAD, THEN 0.1 MILE NORTH ON FRONTAGE ROAD, THEN 0.2
 DR8519'MILE NORTH ON BIKE TRAIL, 34.0 FEET EAST OF NORTHBOUND INTERSTATE 35W
 DR8519'FOG LINE, 24.0 FEET WEST OF BIKE TRAIL, 13.5 FEET EAST OF A WITNESS
 DR8519'POST.
 DR8519
 DR8519                          STATION RECOVERY (2022)
 DR8519
 DR8519'RECOVERY NOTE BY MN DEPT OF TRANSP 2022 (BJG)
 DR8519'THE MARK IS LOCATED ABOUT IN BURNSVILLE.
 DR8519'
 DR8519'TO REACH THE MARK 0.5 MI (0.8 KM) NORTH ALONG INTERSTATE 35W FROM THE
 DR8519'JUNCTION OF INTERSTATE 35W AND TRUNK HIGHWAY 13 IN BURNSVILLE, THEN
 DR8519'0.1 MI (0.2 KM) EAST ON CLIFF ROAD, THEN 0.1 MI (0.2 KM) NORTH ON
 DR8519'FRONTAGE ROAD, THEN 0.2 MI (0.3 KM) NORTH ON BIKE TRAIL.
 DR8519'
 DR8519'THE MARK IS 34.0 FT (10.4 M) EAST OF NORTHBOUND INTERSTATE 35W FOG
 DR8519'LINE, 24.0 FT (7.3 M) WEST OF BIKE TRAIL, 13.5 FT (4.1 M) EAST OF A
 DR8519'WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DR8520 ***********************************************************************
 DR8520  HT_MOD      -  This is a Height Modernization Survey Station.
 DR8520  DESIGNATION -  1981 R
 DR8520  PID         -  DR8520
 DR8520  STATE/COUNTY-  MN/DAKOTA
 DR8520  COUNTRY     -  US
 DR8520  USGS QUAD   -  BLOOMINGTON (2019)
 DR8520
 DR8520                         *CURRENT SURVEY CONTROL
 DR8520  ______________________________________________________________________
 DR8520* NAD 83(2011) POSITION- 44 47 05.42622(N) 093 17 21.93891(W)   ADJUSTED
 DR8520* NAD 83(2011) ELLIP HT-   194.211 (meters)        (12/06/22)   ADJUSTED
 DR8520* NAD 83(2011) EPOCH   -  2010.00
 DR8520* NAVD 88 ORTHO HEIGHT -   221.42  (meters)      726.4   (feet) GPS OBS
 DR8520  ______________________________________________________________________
 DR8520  GEOID HEIGHT    -        -27.207 (meters)                     GEOID18
 DR8520  NAD 83(2011) X  -   -260,194.716 (meters)                     COMP
 DR8520  NAD 83(2011) Y  - -4,527,133.163 (meters)                     COMP
 DR8520  NAD 83(2011) Z  -  4,470,546.172 (meters)                     COMP
 DR8520  LAPLACE CORR    -         -5.30  (seconds)                    DEFLEC18
 DR8520
 DR8520  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DR8520  Standards:
 DR8520         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DR8520            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DR8520  -------------------------------------------------------------------
 DR8520  NETWORK    0.41   1.10           0.19   0.14   0.56     -0.07026497
 DR8520  -------------------------------------------------------------------
 DR8520  Click here for local accuracies and other accuracy information.
 DR8520
 DR8520.The horizontal coordinates were established by GPS observations
 DR8520.and adjusted by the MN DEPT OF TRANSP in December 2022.
 DR8520
 DR8520.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DR8520.been affixed to the stable North American tectonic plate. See 
 DR8520.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DR8520
 DR8520.The horizontal coordinates are valid at the epoch date displayed above
 DR8520.which is a decimal equivalence of Year/Month/Day.
 DR8520
 DR8520.The orthometric height was determined by GPS observations and a
 DR8520.high-resolution geoid model using precise GPS observation and
 DR8520.processing techniques.
 DR8520
 DR8520.Significant digits in the geoid height do not necessarily reflect accuracy.
 DR8520.GEOID18 height accuracy estimate available here.
 DR8520
 DR8520.Click photographs - Photos may exist for this station.
 DR8520
 DR8520.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DR8520
 DR8520.The Laplace correction was computed from DEFLEC18 derived deflections.
 DR8520
 DR8520.The ellipsoidal height was determined by GPS observations
 DR8520.and is referenced to NAD 83.
 DR8520
 DR8520. The following values were computed from the NAD 83(2011) position.
 DR8520
 DR8520;                    North         East     Units Scale Factor Converg.
 DR8520;SPC MN S     -   298,561.881   856,231.277   MT  0.99993425   +0 29 53.0
 DR8520;SPC MN S     -   979,531.77  2,809,152.11   sFT  0.99993425   +0 29 53.0
 DR8520;UTM  15      - 4,959,090.111   477,103.475   MT  0.99960645   -0 12 14.0
 DR8520
 DR8520!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DR8520!SPC MN S     -   0.99996955  x   0.99993425  =   0.99990380
 DR8520!UTM  15      -   0.99996955  x   0.99960645  =   0.99957601
 DR8520
 DR8520_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK7710359090(NAD 83)
 DR8520
 DR8520                          SUPERSEDED SURVEY CONTROL
 DR8520
 DR8520.No superseded survey control is available for this station.
 DR8520
 DR8520_MARKER: F = FLANGE-ENCASED ROD
 DR8520_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DR8520_STAMPING: 1981 R 2022
 DR8520_MARK LOGO: MNDT
 DR8520_PROJECTION: RECESSED 8 CENTIMETERS
 DR8520_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DR8520_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DR8520_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DR8520+SATELLITE: SATELLITE OBSERVATIONS - September 08, 2022
 DR8520_ROD/PIPE-DEPTH: 4.9 meters
 DR8520
 DR8520  HISTORY     - Date     Condition        Report By
 DR8520  HISTORY     - 20220801 MONUMENTED       MNDT
 DR8520  HISTORY     - 20220908 GOOD             MNDT
 DR8520  HISTORY     - 20220908 GOOD             MNDT
 DR8520
 DR8520                          STATION DESCRIPTION
 DR8520
 DR8520'DESCRIBED BY MN DEPT OF TRANSP 2022 (JXH)
 DR8520'IN BURNSVILLE, 0.95 MILES SOUTH ALONG INTERSTATE 35W FROM THE JUNCTION
 DR8520'OF INTERSTATE 35W AND BLACK DOG ROAD IN BURNSVILLE, AT INTERSTATE 35W
 DR8520'MILEPOINT 3.3, 179.0 FEET WEST OF SOUTHBOUND INTERSTATE 35W FOG LINE,
 DR8520'153.0 FEET NORTHWEST OF EXIT RAMP FROM SOUTHBOUND INTERSTATE 35W TO
 DR8520'CLIFF ROAD, 9.5 FEET SOUTH OF A CHAIN LINK FENCE, 1.5 FEET EAST OF A
 DR8520'WITNESS POST.
 DR8520
 DR8520                          STATION RECOVERY (2022)
 DR8520
 DR8520'RECOVERY NOTE BY MN DEPT OF TRANSP 2022 (BJG)
 DR8520'THE MARK IS LOCATED ABOUT IN BURNSVILLE.
 DR8520'
 DR8520'TO REACH THE MARK GO 0.95 MI (1.53 KM) SOUTH ALONG INTERSTATE 35W FROM
 DR8520'THE JUNCTION OF INTERSTATE 35W AND BLACK DOG ROAD IN BURNSVILLE, AT
 DR8520'INTERSTATE 35W MILE POINT 3.3.
 DR8520'
 DR8520'THE MARK IS 179.0 FT (54.6 M) WEST OF SOUTHBOUND INTERSTATE 35W FOG
 DR8520'LINE, 153.0 FT (46.6 M) NORTHWEST OF EXIT RAMP FROM SOUTHBOUND
 DR8520'INTERSTATE 35W TO CLIFF ROAD, 9.5 FT (2.9 M) SOUTH OF A CHAIN LINK
 DR8520'FENCE, 1.5 FT (0.5 M) EAST OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DR8521 ***********************************************************************
 DR8521  HT_MOD      -  This is a Height Modernization Survey Station.
 DR8521  DESIGNATION -  1981 S
 DR8521  PID         -  DR8521
 DR8521  STATE/COUNTY-  MN/DAKOTA
 DR8521  COUNTRY     -  US
 DR8521  USGS QUAD   -  BLOOMINGTON (2019)
 DR8521
 DR8521                         *CURRENT SURVEY CONTROL
 DR8521  ______________________________________________________________________
 DR8521* NAD 83(2011) POSITION- 44 46 02.42945(N) 093 17 21.43010(W)   ADJUSTED
 DR8521* NAD 83(2011) ELLIP HT-   251.202 (meters)        (12/06/22)   ADJUSTED
 DR8521* NAD 83(2011) EPOCH   -  2010.00
 DR8521* NAVD 88 ORTHO HEIGHT -   278.44  (meters)      913.5   (feet) GPS OBS
 DR8521  ______________________________________________________________________
 DR8521  GEOID HEIGHT    -        -27.231 (meters)                     GEOID18
 DR8521  NAD 83(2011) X  -   -260,264.461 (meters)                     COMP
 DR8521  NAD 83(2011) Y  - -4,528,541.662 (meters)                     COMP
 DR8521  NAD 83(2011) Z  -  4,469,205.841 (meters)                     COMP
 DR8521  LAPLACE CORR    -         -5.63  (seconds)                    DEFLEC18
 DR8521
 DR8521  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DR8521  Standards:
 DR8521         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DR8521            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DR8521  -------------------------------------------------------------------
 DR8521  NETWORK    0.41   1.06           0.19   0.14   0.54     -0.04467734
 DR8521  -------------------------------------------------------------------
 DR8521  Click here for local accuracies and other accuracy information.
 DR8521
 DR8521.The horizontal coordinates were established by GPS observations
 DR8521.and adjusted by the MN DEPT OF TRANSP in December 2022.
 DR8521
 DR8521.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DR8521.been affixed to the stable North American tectonic plate. See 
 DR8521.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DR8521
 DR8521.The horizontal coordinates are valid at the epoch date displayed above
 DR8521.which is a decimal equivalence of Year/Month/Day.
 DR8521
 DR8521.The orthometric height was determined by GPS observations and a
 DR8521.high-resolution geoid model using precise GPS observation and
 DR8521.processing techniques.
 DR8521
 DR8521.Significant digits in the geoid height do not necessarily reflect accuracy.
 DR8521.GEOID18 height accuracy estimate available here.
 DR8521
 DR8521.Click photographs - Photos may exist for this station.
 DR8521
 DR8521.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DR8521
 DR8521.The Laplace correction was computed from DEFLEC18 derived deflections.
 DR8521
 DR8521.The ellipsoidal height was determined by GPS observations
 DR8521.and is referenced to NAD 83.
 DR8521
 DR8521. The following values were computed from the NAD 83(2011) position.
 DR8521
 DR8521;                    North         East     Units Scale Factor Converg.
 DR8521;SPC MN S     -   296,617.552   856,259.367   MT  0.99993278   +0 29 53.4
 DR8521;SPC MN S     -   973,152.75  2,809,244.27   sFT  0.99993278   +0 29 53.4
 DR8521;UTM  15      - 4,957,146.219   477,107.743   MT  0.99960644   -0 12 13.4
 DR8521
 DR8521!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DR8521!SPC MN S     -   0.99996062  x   0.99993278  =   0.99989340
 DR8521!UTM  15      -   0.99996062  x   0.99960644  =   0.99956707
 DR8521
 DR8521_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK7710757146(NAD 83)
 DR8521
 DR8521                          SUPERSEDED SURVEY CONTROL
 DR8521
 DR8521.No superseded survey control is available for this station.
 DR8521
 DR8521_MARKER: F = FLANGE-ENCASED ROD
 DR8521_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DR8521_STAMPING: 1981 S 2022
 DR8521_MARK LOGO: MNDT
 DR8521_PROJECTION: RECESSED 5 CENTIMETERS
 DR8521_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DR8521_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DR8521_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DR8521+SATELLITE: SATELLITE OBSERVATIONS - September 08, 2022
 DR8521_ROD/PIPE-DEPTH: 25.6 meters
 DR8521
 DR8521  HISTORY     - Date     Condition        Report By
 DR8521  HISTORY     - 20220802 MONUMENTED       MNDT
 DR8521  HISTORY     - 20220908 GOOD             MNDT
 DR8521  HISTORY     - 20220908 GOOD             MNDT
 DR8521
 DR8521                          STATION DESCRIPTION
 DR8521
 DR8521'DESCRIBED BY MN DEPT OF TRANSP 2022 (AXH)
 DR8521'IN BURNSVILLE, 0.55 MILES SOUTH ALONG INTERSTATE 35W FROM THE JUNCTION
 DR8521'OF INTERSTATE 35W AND TRUNK HIGHWAY 13 IN BURNSVILLE, AT INTERSTATE
 DR8521'35W MILEPOINT 2.05, 90.0 FEET WEST OF SOUTHBOUND INTERSTATE 35W FOG
 DR8521'LINE, 32.0 FEET WEST OF ENTRANCE RAMP FROM BURNSVILLE PARKWAY TO
 DR8521'SOUTHBOUND INTERSTATE 35E, 9.2 FEET EAST OF CHAIN LINK FENCE, 9.0 FEET
 DR8521'EAST OF A WITNESS POST.
 DR8521
 DR8521                          STATION RECOVERY (2022)
 DR8521
 DR8521'RECOVERY NOTE BY MN DEPT OF TRANSP 2022 (BJG)
 DR8521'THE MARK IS LOCATED ABOUT IN BURNSVILLE.
 DR8521'
 DR8521'TO REACH THE MARK GO 0.55 MI (0.88 KM) SOUTH ALONG INTERSTATE 35W FROM
 DR8521'THE JUNCTION OF INTERSTATE 35W AND TRUNK HIGHWAY 13 IN BURNSVILLE, AT
 DR8521'INTERSTATE 35W MILE POINT 2.05, 90.0 FT (27.4 M) WEST OF SOUTHBOUND
 DR8521'INTERSTATE 35W FOG LINE.
 DR8521'
 DR8521'THE MARK IS 32.0 FT (9.8 M) WEST OF ENTRANCE RAMP FROM BURNSVILLE
 DR8521'PARKWAY TO SOUTHBOUND INTERSTATE 35E, 9.2 FT (2.8 M) EAST OF CHAIN
 DR8521'LINK FENCE, 9.0 FT (2.7 M) EAST OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DR8522 ***********************************************************************
 DR8522  HT_MOD      -  This is a Height Modernization Survey Station.
 DR8522  DESIGNATION -  1981 T
 DR8522  PID         -  DR8522
 DR8522  STATE/COUNTY-  MN/DAKOTA
 DR8522  COUNTRY     -  US
 DR8522  USGS QUAD   -  BLOOMINGTON (2019)
 DR8522
 DR8522                         *CURRENT SURVEY CONTROL
 DR8522  ______________________________________________________________________
 DR8522* NAD 83(2011) POSITION- 44 45 20.73515(N) 093 17 18.05222(W)   ADJUSTED
 DR8522* NAD 83(2011) ELLIP HT-   274.950 (meters)        (12/06/22)   ADJUSTED
 DR8522* NAD 83(2011) EPOCH   -  2010.00
 DR8522* NAVD 88 ORTHO HEIGHT -   302.21  (meters)      991.5   (feet) GPS OBS
 DR8522  ______________________________________________________________________
 DR8522  GEOID HEIGHT    -        -27.254 (meters)                     GEOID18
 DR8522  NAD 83(2011) X  -   -260,243.255 (meters)                     COMP
 DR8522  NAD 83(2011) Y  - -4,529,467.587 (meters)                     COMP
 DR8522  NAD 83(2011) Z  -  4,468,308.667 (meters)                     COMP
 DR8522  LAPLACE CORR    -         -6.13  (seconds)                    DEFLEC18
 DR8522
 DR8522  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DR8522  Standards:
 DR8522         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DR8522            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DR8522  -------------------------------------------------------------------
 DR8522  NETWORK    0.44   1.20           0.20   0.15   0.61     -0.06277709
 DR8522  -------------------------------------------------------------------
 DR8522  Click here for local accuracies and other accuracy information.
 DR8522
 DR8522.The horizontal coordinates were established by GPS observations
 DR8522.and adjusted by the MN DEPT OF TRANSP in December 2022.
 DR8522
 DR8522.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DR8522.been affixed to the stable North American tectonic plate. See 
 DR8522.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DR8522
 DR8522.The horizontal coordinates are valid at the epoch date displayed above
 DR8522.which is a decimal equivalence of Year/Month/Day.
 DR8522
 DR8522.The orthometric height was determined by GPS observations and a
 DR8522.high-resolution geoid model using precise GPS observation and
 DR8522.processing techniques.
 DR8522
 DR8522.Significant digits in the geoid height do not necessarily reflect accuracy.
 DR8522.GEOID18 height accuracy estimate available here.
 DR8522
 DR8522.Click photographs - Photos may exist for this station.
 DR8522
 DR8522.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DR8522
 DR8522.The Laplace correction was computed from DEFLEC18 derived deflections.
 DR8522
 DR8522.The ellipsoidal height was determined by GPS observations
 DR8522.and is referenced to NAD 83.
 DR8522
 DR8522. The following values were computed from the NAD 83(2011) position.
 DR8522
 DR8522;                    North         East     Units Scale Factor Converg.
 DR8522;SPC MN S     -   295,331.287   856,344.844   MT  0.99993187   +0 29 55.7
 DR8522;SPC MN S     -   968,932.73  2,809,524.71   sFT  0.99993187   +0 29 55.7
 DR8522;UTM  15      - 4,955,859.423   477,177.435   MT  0.99960640   -0 12 10.9
 DR8522
 DR8522!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DR8522!SPC MN S     -   0.99995689  x   0.99993187  =   0.99988877
 DR8522!UTM  15      -   0.99995689  x   0.99960640  =   0.99956331
 DR8522
 DR8522_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK7717755859(NAD 83)
 DR8522
 DR8522                          SUPERSEDED SURVEY CONTROL
 DR8522
 DR8522.No superseded survey control is available for this station.
 DR8522
 DR8522_MARKER: F = FLANGE-ENCASED ROD
 DR8522_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DR8522_STAMPING: 1981 T 2022
 DR8522_MARK LOGO: MNDT
 DR8522_PROJECTION: RECESSED 5 CENTIMETERS
 DR8522_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DR8522_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DR8522_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DR8522+SATELLITE: SATELLITE OBSERVATIONS - September 08, 2022
 DR8522_ROD/PIPE-DEPTH: 5.2 meters
 DR8522
 DR8522  HISTORY     - Date     Condition        Report By
 DR8522  HISTORY     - 20220801 MONUMENTED       MNDT
 DR8522  HISTORY     - 20220908 GOOD             MNDT
 DR8522  HISTORY     - 20220908 GOOD             MNDT
 DR8522
 DR8522                          STATION DESCRIPTION
 DR8522
 DR8522'DESCRIBED BY MN DEPT OF TRANSP 2022 (AXH)
 DR8522'IN BURNSVILLE, 1.35 MILES SOUTH ALONG INTERSTATE 35W FROM THE JUNCTION
 DR8522'OF INTERSTATE 35W AND TRUNK HIGHWAY 13 IN BURNSVILLE, AT INTERSTATE
 DR8522'35W MILE POINT 1.3, 46.0 FEET WEST OF SOUTHBOUND INTERSTATE 35W FOG
 DR8522'LINE, 31.0 FEET WEST OF A GUARD RAIL, 44.5 FEET EAST OF A SOUND WALL,
 DR8522'1.5 FEET EAST OF A WITNESS POST.
 DR8522
 DR8522                          STATION RECOVERY (2022)
 DR8522
 DR8522'RECOVERY NOTE BY MN DEPT OF TRANSP 2022 (BJG)
 DR8522'THE MARK IS LOCATED ABOUT IN BURNSVILLE.
 DR8522'
 DR8522'TO REACH THE MARK GO 1.35 MI (2.17 KM) SOUTH ALONG INTERSTATE 35W FROM
 DR8522'THE JUNCTION OF INTERSTATE 35W AND TRUNK HIGHWAY 13 IN BURNSVILLE, AT
 DR8522'INTERSTATE 35W MILE POINT 1.3.
 DR8522'
 DR8522'THE MARK IS 46.0 FT (14.0 M) WEST OF SOUTHBOUND INTERSTATE 35W FOG
 DR8522'LINE, 31.0 FT (9.4 M) WEST OF A GUARD RAIL, 44.5 FT (13.6 M) EAST OF A
 DR8522'SOUND WALL, 1.5 FT (0.5 M) EAST OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DR8523 ***********************************************************************
 DR8523  HT_MOD      -  This is a Height Modernization Survey Station.
 DR8523  DESIGNATION -  1981 U
 DR8523  PID         -  DR8523
 DR8523  STATE/COUNTY-  MN/DAKOTA
 DR8523  COUNTRY     -  US
 DR8523  USGS QUAD   -  ORCHARD LAKE (2019)
 DR8523
 DR8523                         *CURRENT SURVEY CONTROL
 DR8523  ______________________________________________________________________
 DR8523* NAD 83(2011) POSITION- 44 44 38.65965(N) 093 17 00.14087(W)   ADJUSTED
 DR8523* NAD 83(2011) ELLIP HT-   277.289 (meters)        (12/06/22)   ADJUSTED
 DR8523* NAD 83(2011) EPOCH   -  2010.00
 DR8523* NAVD 88 ORTHO HEIGHT -   304.59  (meters)      999.3   (feet) GPS OBS
 DR8523  ______________________________________________________________________
 DR8523  GEOID HEIGHT    -        -27.293 (meters)                     GEOID18
 DR8523  NAD 83(2011) X  -   -259,902.398 (meters)                     COMP
 DR8523  NAD 83(2011) Y  - -4,530,404.746 (meters)                     COMP
 DR8523  NAD 83(2011) Z  -  4,467,387.875 (meters)                     COMP
 DR8523  LAPLACE CORR    -         -6.82  (seconds)                    DEFLEC18
 DR8523
 DR8523  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DR8523  Standards:
 DR8523         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DR8523            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DR8523  -------------------------------------------------------------------
 DR8523  NETWORK    0.41   1.06           0.19   0.14   0.54     -0.05795401
 DR8523  -------------------------------------------------------------------
 DR8523  Click here for local accuracies and other accuracy information.
 DR8523
 DR8523.The horizontal coordinates were established by GPS observations
 DR8523.and adjusted by the MN DEPT OF TRANSP in December 2022.
 DR8523
 DR8523.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DR8523.been affixed to the stable North American tectonic plate. See 
 DR8523.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DR8523
 DR8523.The horizontal coordinates are valid at the epoch date displayed above
 DR8523.which is a decimal equivalence of Year/Month/Day.
 DR8523
 DR8523.The orthometric height was determined by GPS observations and a
 DR8523.high-resolution geoid model using precise GPS observation and
 DR8523.processing techniques.
 DR8523
 DR8523.Significant digits in the geoid height do not necessarily reflect accuracy.
 DR8523.GEOID18 height accuracy estimate available here.
 DR8523
 DR8523.Click photographs - Photos may exist for this station.
 DR8523
 DR8523.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DR8523
 DR8523.The Laplace correction was computed from DEFLEC18 derived deflections.
 DR8523
 DR8523.The ellipsoidal height was determined by GPS observations
 DR8523.and is referenced to NAD 83.
 DR8523
 DR8523. The following values were computed from the NAD 83(2011) position.
 DR8523
 DR8523;                    North         East     Units Scale Factor Converg.
 DR8523;SPC MN S     -   294,036.057   856,750.144   MT  0.99993098   +0 30 08.3
 DR8523;SPC MN S     -   964,683.30  2,810,854.43   sFT  0.99993098   +0 30 08.3
 DR8523;UTM  15      - 4,954,559.748   477,566.712   MT  0.99960619   -0 11 58.1
 DR8523
 DR8523!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DR8523!SPC MN S     -   0.99995653  x   0.99993098  =   0.99988751
 DR8523!UTM  15      -   0.99995653  x   0.99960619  =   0.99956273
 DR8523
 DR8523_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK7756654559(NAD 83)
 DR8523
 DR8523                          SUPERSEDED SURVEY CONTROL
 DR8523
 DR8523.No superseded survey control is available for this station.
 DR8523
 DR8523_MARKER: F = FLANGE-ENCASED ROD
 DR8523_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DR8523_STAMPING: 1981 U 2022
 DR8523_MARK LOGO: MNDT
 DR8523_PROJECTION: RECESSED 5 CENTIMETERS
 DR8523_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DR8523_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DR8523_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DR8523+SATELLITE: SATELLITE OBSERVATIONS - September 08, 2022
 DR8523_ROD/PIPE-DEPTH: 4.3 meters
 DR8523
 DR8523  HISTORY     - Date     Condition        Report By
 DR8523  HISTORY     - 20220802 MONUMENTED       MNDT
 DR8523  HISTORY     - 20220908 GOOD             MNDT
 DR8523  HISTORY     - 20220908 GOOD             MNDT
 DR8523
 DR8523                          STATION DESCRIPTION
 DR8523
 DR8523'DESCRIBED BY MN DEPT OF TRANSP 2022 (BXG)
 DR8523'IN BURNSVILLE, 2.15 MILES SOUTH ALONG INTERSTATE 35W FROM THE JUNCTION
 DR8523'OF INTERSTATE 35W AND TRUNK HIGHWAY 13 IN BURNSVILLE, AT INTERSTATE
 DR8523'35W MILE POINT 0.5, 107.0 FEET WEST OF SOUTHBOUND INTERSTATE 35W FOG
 DR8523'LINE, 5.6 FEET EAST OF CHAIN LINK FENCE, 5.6 FEET EAST OF A WITNESS
 DR8523'POST.
 DR8523
 DR8523                          STATION RECOVERY (2022)
 DR8523
 DR8523'RECOVERY NOTE BY MN DEPT OF TRANSP 2022 (BJG)
 DR8523'THE MARK IS LOCATED ABOUT IN BURNSVILLE.
 DR8523'
 DR8523'TO REACH THE MARK GO 2.15 MI (3.46 KM) SOUTH ALONG INTERSTATE 35W FROM
 DR8523'THE JUNCTION OF INTERSTATE 35W AND TRUNK HIGHWAY 13 IN BURNSVILLE, AT
 DR8523'INTERSTATE 35W MILE POINT 0.5.
 DR8523'
 DR8523'THE MARK IS 107.0 FT (32.6 M) WEST OF SOUTHBOUND INTERSTATE 35W FOG
 DR8523'LINE, 5.6 FT (1.7 M) EAST OF CHAIN LINK FENCE, 5.6 FT (1.7 M) EAST OF
 DR8523'A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DP7018 ***********************************************************************
 DP7018  DESIGNATION -  1982 A
 DP7018  PID         -  DP7018
 DP7018  STATE/COUNTY-  MN/DAKOTA
 DP7018  COUNTRY     -  US
 DP7018  USGS QUAD   -  ORCHARD LAKE (2019)
 DP7018
 DP7018                         *CURRENT SURVEY CONTROL
 DP7018  ______________________________________________________________________
 DP7018* NAD 83(2011) POSITION- 44 44 30.64110(N) 093 16 43.94447(W)   ADJUSTED
 DP7018* NAD 83(2011) ELLIP HT-   278.600 (meters)        (05/18/15)   ADJUSTED
 DP7018* NAD 83(2011) EPOCH   -  2010.00
 DP7018* NAVD 88 ORTHO HEIGHT -   305.891 (meters)     1003.58  (feet) ADJUSTED
 DP7018  ______________________________________________________________________
 DP7018  GEOID HEIGHT    -        -27.311 (meters)                     GEOID18
 DP7018  NAD 83(2011) X  -   -259,556.678 (meters)                     COMP
 DP7018  NAD 83(2011) Y  - -4,530,600.029 (meters)                     COMP
 DP7018  NAD 83(2011) Z  -  4,467,212.983 (meters)                     COMP
 DP7018  LAPLACE CORR    -         -7.10  (seconds)                    DEFLEC18
 DP7018  DYNAMIC HEIGHT  -        305.875 (meters)     1003.52  (feet) COMP
 DP7018  MODELED GRAVITY -    980,555.7   (mgal)                       NAVD 88
 DP7018
 DP7018  VERT ORDER      -  SECOND    CLASS I
 DP7018
 DP7018  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DP7018  Standards:
 DP7018         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DP7018            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DP7018  -------------------------------------------------------------------
 DP7018  NETWORK    0.76   1.90           0.32   0.30   0.97     -0.05033272
 DP7018  -------------------------------------------------------------------
 DP7018  Click here for local accuracies and other accuracy information.
 DP7018
 DP7018.The horizontal coordinates were established by GPS observations
 DP7018.and adjusted by the MN DEPT OF TRANSP in May 2015.
 DP7018
 DP7018.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DP7018.been affixed to the stable North American tectonic plate. See 
 DP7018.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DP7018
 DP7018.The horizontal coordinates are valid at the epoch date displayed above
 DP7018.which is a decimal equivalence of Year/Month/Day.
 DP7018
 DP7018.The orthometric height was determined by differential leveling and
 DP7018.adjusted by the NATIONAL GEODETIC SURVEY
 DP7018.in September 2016.
 DP7018
 DP7018.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP7018.GEOID18 height accuracy estimate available here.
 DP7018
 DP7018.Click photographs - Photos may exist for this station.
 DP7018
 DP7018.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DP7018
 DP7018.The Laplace correction was computed from DEFLEC18 derived deflections.
 DP7018
 DP7018.The ellipsoidal height was determined by GPS observations
 DP7018.and is referenced to NAD 83.
 DP7018
 DP7018.The dynamic height is computed by dividing the NAVD 88
 DP7018.geopotential number by the normal gravity value computed on the
 DP7018.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP7018.degrees latitude (g = 980.6199 gals.).
 DP7018
 DP7018.The modeled gravity was interpolated from observed gravity values.
 DP7018
 DP7018. The following values were computed from the NAD 83(2011) position.
 DP7018
 DP7018;                    North         East     Units Scale Factor Converg.
 DP7018;SPC MN S     -   293,791.696   857,108.596   MT  0.99993082   +0 30 19.6
 DP7018;SPC MN S     -   963,881.59  2,812,030.45   sFT  0.99993082   +0 30 19.6
 DP7018;UTM  15      - 4,954,311.096   477,922.030   MT  0.99960599   -0 11 46.7
 DP7018
 DP7018!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DP7018!SPC MN S     -   0.99995632  x   0.99993082  =   0.99988714
 DP7018!UTM  15      -   0.99995632  x   0.99960599  =   0.99956233
 DP7018
 DP7018_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK7792254311(NAD 83)
 DP7018
 DP7018                          SUPERSEDED SURVEY CONTROL
 DP7018
 DP7018.No superseded survey control is available for this station.
 DP7018
 DP7018_MARKER: F = FLANGE-ENCASED ROD
 DP7018_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DP7018_STAMPING: 1982 A 2014
 DP7018_MARK LOGO: MNDT
 DP7018_PROJECTION: RECESSED 8 CENTIMETERS
 DP7018_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DP7018_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DP7018_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP7018+SATELLITE: SATELLITE OBSERVATIONS - July 11, 2023
 DP7018_ROD/PIPE-DEPTH: 7.3 meters
 DP7018
 DP7018  HISTORY     - Date     Condition        Report By
 DP7018  HISTORY     - 20140714 MONUMENTED       MNDT
 DP7018  HISTORY     - 20140806 GOOD             MNDT
 DP7018  HISTORY     - 20230711 GOOD             MNDT
 DP7018
 DP7018                          STATION DESCRIPTION
 DP7018
 DP7018'DESCRIBED BY MN DEPT OF TRANSP 2014 (DAS)
 DP7018'THE STATION IS LOCATED ABOUT 9.7 MI (15.6 KM) NORTHWEST OF FARMINGTON,
 DP7018'7.3 MI (11.7 KM) EAST-NORTHEAST OF PRIOR LAKE AND 6.9 MI (11.1 KM)
 DP7018'SOUTH OF BLOOMINGTON.
 DP7018'
 DP7018'TO REACH THE MARK GO 0.4 MI (0.6 KM) NORTHEAST ALONG INTERSTATE
 DP7018'HIGHWAY 35E FROM THE JUNCTION OF INTERSTATE HIGHWAY 35E AND INTERSTATE
 DP7018'HIGHWAY 35 AND INTERSTATE HIGHWAY 35W AND SOUTH CROSS DRIVE WEST IN
 DP7018'BURNSVILLE, AT INTERSTATE HIGHWAY 35E MILE POINT 88.7.
 DP7018'
 DP7018'THE MARK IS LOCATED 54.3 FT (16.6 M) SOUTHEAST OF NORTHBOUND
 DP7018'INTERSTATE HIGHWAY 35E OFF RAMP TO COUNTY ROAD 42, 5.1 FT (1.6 M)
 DP7018'NORTHWEST OF RIGHT OF WAY FENCE, 1.5 FT (0.5 M) NORTHWEST OF A WITNESS
 DP7018'POST.
 DP7018'
 DP7018'NOTE - THE STATION STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER
 DP7018'ALUMINUM ROD DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION
 DP7018'REMOVABLE DISK SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY
 DP7018'A SIX-INCH PVC PIPE BACK FILLED WITH WASHED SAND.
 DP7018
 DP7018                          STATION RECOVERY (2014)
 DP7018
 DP7018'RECOVERY NOTE BY MN DEPT OF TRANSP 2014 (CXK)
 DP7018'RECOVERED IN GOOD CONDITION.
 DP7018
 DP7018                          STATION RECOVERY (2023)
 DP7018
 DP7018'RECOVERY NOTE BY MN DEPT OF TRANSP 2023 (MS)
 DP7018'IN BURNSVILLE, 0.4 MI (0.6 KM) NORTHEAST ALONG INTERSTATE HIGHWAY 35E
 DP7018'FROM THE JUNCTION OF INTERSTATE HIGHWAY 35E AND INTERSTATE HIGHWAY 35
 DP7018'AND INTERSTATE HIGHWAY 35W AND SOUTHCROSS DRIVE WEST IN BURNSVILLE, AT
 DP7018'INTERSTATE HIGHWAY 35E MILE POINT 88.7, 54.3 FT (16.6 M) SOUTHEAST OF
 DP7018'NORTHBOUND INTERSTATE HIGHWAY 35E OFF RAMP TO COUNTY ROAD 42, 5.1 FT
 DP7018'(1.6 M) NORTHWEST OF A RIGHT-OF-WAY FENCE, 1.5 FT (0.5 M) NORTHWEST OF
 DP7018'A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 AH4328 ***********************************************************************
 AH4328  DESIGNATION -  1982 AB
 AH4328  PID         -  AH4328
 AH4328  STATE/COUNTY-  MN/DAKOTA
 AH4328  COUNTRY     -  US
 AH4328  USGS QUAD   -  ORCHARD LAKE (2019)
 AH4328
 AH4328                         *CURRENT SURVEY CONTROL
 AH4328  ______________________________________________________________________
 AH4328* NAD 83(1986) POSITION- 44 44 13.42   (N) 093 17 04.38   (W)   HD_HELD1
 AH4328* NAVD 88 ORTHO HEIGHT -   300.504 (meters)      985.90  (feet) ADJUSTED
 AH4328  ______________________________________________________________________
 AH4328  GEOID HEIGHT    -        -27.308 (meters)                     GEOID18
 AH4328  DYNAMIC HEIGHT  -        300.487 (meters)      985.85  (feet) COMP
 AH4328  MODELED GRAVITY -    980,553.2   (mgal)                       NAVD 88
 AH4328
 AH4328  VERT ORDER      -  SECOND    CLASS I
 AH4328
 AH4328.The horizontal coordinates were determined by differentially corrected
 AH4328.hand held GPS observations or other comparable positioning techniques
 AH4328.and have an estimated accuracy of +/- 3 meters.
 AH4328
 AH4328.The orthometric height was determined by differential leveling and
 AH4328.adjusted by the NATIONAL GEODETIC SURVEY
 AH4328.in March 2020.
 AH4328
 AH4328.Significant digits in the geoid height do not necessarily reflect accuracy.
 AH4328.GEOID18 height accuracy estimate available here.
 AH4328
 AH4328.Click photographs - Photos may exist for this station.
 AH4328
 AH4328.The dynamic height is computed by dividing the NAVD 88
 AH4328.geopotential number by the normal gravity value computed on the
 AH4328.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH4328.degrees latitude (g = 980.6199 gals.).
 AH4328
 AH4328.The modeled gravity was interpolated from observed gravity values.
 AH4328
 AH4328;                    North         East    Units  Estimated Accuracy
 AH4328;SPC MN S     -   293,256.2     856,663.7     MT  (+/- 3 meters HH1 GPS) 
 AH4328
 AH4328_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK7747053781(NAD 83)
 AH4328
 AH4328                          SUPERSEDED SURVEY CONTROL
 AH4328
 AH4328  NAVD 88 (06/08/00)  300.511  (m)          985.93   (f) SUPERSEDED  2 1
 AH4328
 AH4328.Superseded values are not recommended for survey control.
 AH4328
 AH4328.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH4328.See file dsdata.pdf to determine how the superseded data were derived.
 AH4328
 AH4328_MARKER: DV = VERTICAL CONTROL DISK
 AH4328_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AH4328_SP_SET: BRIDGE RAILING
 AH4328_STAMPING: 1982 AB 1981
 AH4328_MARK LOGO: MNDT
 AH4328_PROJECTION: FLUSH
 AH4328_MAGNETIC: N = NO MAGNETIC MATERIAL
 AH4328_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AH4328_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AH4328+SATELLITE: SATELLITE OBSERVATIONS - July 11, 2023
 AH4328
 AH4328  HISTORY     - Date     Condition        Report By
 AH4328  HISTORY     - 19810401 MONUMENTED       MNHD
 AH4328  HISTORY     - 20051025 GOOD             MNDT
 AH4328  HISTORY     - 20070620 GOOD             MNDT
 AH4328  HISTORY     - 20140610 GOOD             MNDT
 AH4328  HISTORY     - 20230711 GOOD             MNDT
 AH4328
 AH4328                          STATION DESCRIPTION
 AH4328
 AH4328'DESCRIBED BY MN HIGHWAY DEPT 1981 (OCO)
 AH4328'THE MARK IS LOCATED IN THE CITY OF BURNSVILLE, AT THE SOUTHBOUND
 AH4328'INTERSTATE HIGHWAY 35 BRIDGE OVER 146TH STREET, AT HIGHWAY 35
 AH4328'MILEPOINT 88.3, AND IN THE SE 1/4 OF SECTION 25, T115N, R21W.  THE
 AH4328'MARK IS 18.5 FEET EAST OF AND ABOUT 3 FEET HIGHER THAN THE CENTERLINE
 AH4328'OF EASTBOUND HIGHWAY 35E CONNECTOR TO SOUTHBOUND HIGHWAY 35, AND 1.5
 AH4328'FEET NORTH OF THE SOUTHEAST CORNER OF THE BRIDGE RAILING.  THE MARK, A
 AH4328'STANDARD MNDT VERTICAL CONTROL MONUMENT DISK STAMPED---1982 AB
 AH4328'1981---, IS SET IN THE TOP OF THE BRIDGE RAILING AT THE SOUTHEAST
 AH4328'CORNER OF THE BRIDGE (NUMBERED 19893).
 AH4328
 AH4328                          STATION RECOVERY (2005)
 AH4328
 AH4328'RECOVERY NOTE BY MN DEPT OF TRANSP 2005 (MPP)
 AH4328'RECOVERED AS DESCRIBED.
 AH4328
 AH4328                          STATION RECOVERY (2007)
 AH4328
 AH4328'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (VWC)
 AH4328'THE MARK IS LOCATED ABOUT 9.6 MI (15.4 KM) NORTHWEST OF FARMINGTON,
 AH4328'7.2 MI (11.6 KM) SOUTH OF BLOOMINGTON AND 7.0 MI (11.3 KM)
 AH4328'EAST-NORTHEAST OF PRIOR LAKE.
 AH4328'
 AH4328'TO REACH TO THE MARK IN BURNSVILLE, AT THE JUNCTION OF INTERSTATE
 AH4328'HIGHWAYS 35E, 35W, AND 35, AT INTERSTATE HIGHWAY 35 MILE POINT 88.3,
 AH4328'IN THE TOP OF RAILING ON INTERSTATE HIGHWAY 35 BRIDGE 19893 OVER 146TH
 AH4328'STREET, GO 18.5 FT (5.6 M) EAST OF INTERSTATE HIGHWAY 35E CONNECTOR TO
 AH4328'SOUTHBOUND INTERSTATE HIGHWAY 35.
 AH4328
 AH4328                          STATION RECOVERY (2014)
 AH4328
 AH4328'RECOVERY NOTE BY MN DEPT OF TRANSP 2014 (DAS)
 AH4328'IN BURNSVILLE, AT SOUTHBOUND INTERSTATE HIGHWAY 35E CONNECTOR BRIDGE
 AH4328'TO INTERSTATE HIGHWAY 35 AT MILE POINT 88.3, ON TOP OF RAILING IN
 AH4328'SOUTHEAST CORNER OF BRIDGE NUMBER 19893 OVER 146TH STREET, 18.5 FT
 AH4328'(5.6 M) EAST OF INTERSTATE HIGHWAY 35E, 1.4 FT (0.4 M) NORTH OF SOUTH
 AH4328'EDGE OF RAILING.
 AH4328
 AH4328                          STATION RECOVERY (2023)
 AH4328
 AH4328'RECOVERY NOTE BY MN DEPT OF TRANSP 2023 (MJS)
 AH4328'IN BURNSVILLE, AT SOUTHBOUND INTERSTATE HIGHWAY 35E CONNECTOR BRIDGE
 AH4328'TO INTERSTATE HIGHWAY 35 AT MILE POINT 88.3, ON THE TOP OF A RAILING
 AH4328'IN THE SOUTHEAST CORNER OF BRIDGE NUMBER 19893 OVER 146TH STREET, 18.5
 AH4328'FT (5.6 M) EAST OF INTERSTATE HIGHWAY 35E, 1.4 FT (0.4 M) NORTH OF THE
 AH4328'SOUTH EDGE OF A RAILING.
 AH4328'
 AH4328'THE SURVEY MARK HAS BEEN DEEMED UNSAFE DUE TO FALL RISK AND HAS BEEN
 AH4328'ABANDONED FOR MNDOT GEODETIC USE.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 AH4329 ***********************************************************************
 AH4329  DESIGNATION -  1982 AB 1
 AH4329  PID         -  AH4329
 AH4329  STATE/COUNTY-  MN/DAKOTA
 AH4329  COUNTRY     -  US
 AH4329  USGS QUAD   -  ORCHARD LAKE (2019)
 AH4329
 AH4329                         *CURRENT SURVEY CONTROL
 AH4329  ______________________________________________________________________
 AH4329* NAD 83(1986) POSITION- 44 44 16.49   (N) 093 17 03.58   (W)   HD_HELD1
 AH4329* NAVD 88 ORTHO HEIGHT -   301.231 (meters)      988.29  (feet) ADJUSTED
 AH4329  ______________________________________________________________________
 AH4329  GEOID HEIGHT    -        -27.306 (meters)                     GEOID18
 AH4329  DYNAMIC HEIGHT  -        301.215 (meters)      988.24  (feet) COMP
 AH4329  MODELED GRAVITY -    980,554.2   (mgal)                       NAVD 88
 AH4329
 AH4329  VERT ORDER      -  SECOND    CLASS I
 AH4329
 AH4329.The horizontal coordinates were determined by differentially corrected
 AH4329.hand held GPS observations or other comparable positioning techniques
 AH4329.and have an estimated accuracy of +/- 3 meters.
 AH4329
 AH4329.The orthometric height was determined by differential leveling and
 AH4329.adjusted by the NATIONAL GEODETIC SURVEY
 AH4329.in March 2020.
 AH4329
 AH4329.Significant digits in the geoid height do not necessarily reflect accuracy.
 AH4329.GEOID18 height accuracy estimate available here.
 AH4329
 AH4329.Click photographs - Photos may exist for this station.
 AH4329
 AH4329.The dynamic height is computed by dividing the NAVD 88
 AH4329.geopotential number by the normal gravity value computed on the
 AH4329.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH4329.degrees latitude (g = 980.6199 gals.).
 AH4329
 AH4329.The modeled gravity was interpolated from observed gravity values.
 AH4329
 AH4329;                    North         East    Units  Estimated Accuracy
 AH4329;SPC MN S     -   293,351.1     856,680.5     MT  (+/- 3 meters HH1 GPS) 
 AH4329
 AH4329_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK7748853875(NAD 83)
 AH4329
 AH4329                          SUPERSEDED SURVEY CONTROL
 AH4329
 AH4329  NAVD 88 (06/08/00)  301.236  (m)          988.31   (f) SUPERSEDED  2 1
 AH4329
 AH4329.Superseded values are not recommended for survey control.
 AH4329
 AH4329.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH4329.See file dsdata.pdf to determine how the superseded data were derived.
 AH4329
 AH4329_MARKER: DV = VERTICAL CONTROL DISK
 AH4329_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 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: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AH4329_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AH4329+SATELLITE: SATELLITE OBSERVATIONS - July 11, 2023
 AH4329
 AH4329  HISTORY     - Date     Condition        Report By
 AH4329  HISTORY     - 19880401 MONUMENTED       MNHD
 AH4329  HISTORY     - 20051025 GOOD             MNDT
 AH4329  HISTORY     - 20070620 GOOD             MNDT
 AH4329  HISTORY     - 20140610 GOOD             MNDT
 AH4329  HISTORY     - 20230711 GOOD             MNDT
 AH4329
 AH4329                          STATION DESCRIPTION
 AH4329
 AH4329'DESCRIBED BY MN HIGHWAY DEPT 1988 (OCO)
 AH4329'THE MARK IS LOCATED IN THE CITY OF BURNSVILLE, AT THE SOUTHBOUND
 AH4329'INTERSTATE HIGHWAY 35 BRIDGE OVER 146TH STREET, AT HIGHWAY 35
 AH4329'MILEPOINT 88.45, AND IN THE SE 1/4 OF SECTION 25, T115N, R21W.  THE
 AH4329'MARK IS 18.5 FEET EAST OF AND ABOUT 3 FEET HIGHER THAN THE CENTERLINE
 AH4329'OF EASTBOUND HIGHWAY 35E CONNECTOR TO SOUTHBOUND HIGHWAY 35, AND 1.2
 AH4329'FEET SOUTH OF THE NORTHEAST CORNER OF THE BRIDGE RAILING.  THE MARK, A
 AH4329'STANDARD MNDT VERTICAL CONTROL MONUMENT DISK STAMPED---1982 AB 1
 AH4329'1988---, IS SET IN THE TOP OF THE BRIDGE RAILING AT THE NORTHEAST
 AH4329'CORNER OF THE BRIDGE (NUMBERED 19893).
 AH4329
 AH4329                          STATION RECOVERY (2005)
 AH4329
 AH4329'RECOVERY NOTE BY MN DEPT OF TRANSP 2005 (MPP)
 AH4329'RECOVERED AS DESCRIBED.
 AH4329
 AH4329                          STATION RECOVERY (2007)
 AH4329
 AH4329'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (PJG)
 AH4329'THE MARK IS LOCATED ABOUT 9.7 MI (15.6 KM) NORTHWEST OF FARMINGTON,
 AH4329'7.1 MI (11.4 KM) SOUTH OF BLOOMINGTON AND 7.0 MI (11.3 KM)
 AH4329'EAST-NORTHEAST OF PRIOR LAKE.
 AH4329'
 AH4329'TO REACH TO THE MARK AT BURNSVILLE, AT INTERSTATE HIGHWAY 35 MILE
 AH4329'POINT 88.45, IN NORTHEAST CORNER, TOP OF RAILING ON INTERSTATE HIGHWAY
 AH4329'35 BRIDGE 19893 OVER 146TH STREET, GO 1.2 FT (0.4 M) SOUTH OF THE
 AH4329'NORTHEAST CORNER OF BRIDGE RAILING, 18.5 FT (5.6 M) EAST OF INTERSTATE
 AH4329'HIGHWAY 35E CONNECTOR TO SOUTHBOUND INTERSTATE HIGHWAY 35.
 AH4329
 AH4329                          STATION RECOVERY (2014)
 AH4329
 AH4329'RECOVERY NOTE BY MN DEPT OF TRANSP 2014 (DAS)
 AH4329'IN BURNSVILLE, AT INTERSTATE HIGHWAY 35 EAST CONNECTOR BRIDGE TO 35
 AH4329'EAST AT MILE POINT 88.45, IN NORTHEAST CORNER, TOP OF RAILING ON
 AH4329'INTERSTATE HIGHWAY 35 BRIDGE 19893 OVER 146TH STREET, ON TOP OF
 AH4329'RAILING IN NORTHEAST CORNER OF BRIDGE NUMBER 19893 OVER 146TH STREET,
 AH4329'18.5 FT (5.6 M) EAST OF INTERSTATE 35 EAST, 1.2 FT (0.4 M) SOUTH OF
 AH4329'NORTH EDGE OF RAILING.
 AH4329
 AH4329                          STATION RECOVERY (2023)
 AH4329
 AH4329'RECOVERY NOTE BY MN DEPT OF TRANSP 2023 (MJS)
 AH4329'IN BURNSVILLE, AT INTERSTATE HIGHWAY 35 EAST CONNECTOR BRIDGE TO
 AH4329'INTERSTATE HIGHWAY 35 EAST AT MILE POINT 88.45, IN THE NORTHEAST
 AH4329'CORNER, TOP OF A RAILING ON INTERSTATE HIGHWAY 35 BRIDGE NUMBER 19893
 AH4329'OVER 146TH STREET, ON THE TOP OF A RAILING IN THE NORTHEAST CORNER OF
 AH4329'BRIDGE NUMBER 19893 OVER 146TH STREET, 18.5 FT (5.6 M) EAST OF
 AH4329'INTERSTATE HIGHWAY 35 EAST, 1.2 FT (0.4 M) SOUTH OF THE NORTH EDGE OF
 AH4329'A RAILING.
 AH4329'
 AH4329'THE SURVEY MARK HAS BEEN DEEMED UNSAFE DUE TO FALL RISK AND HAS BEEN
 AH4329'ABANDONED FOR MNDOT GEODETIC USE.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 AH4330 ***********************************************************************
 AH4330  DESIGNATION -  1982 AC
 AH4330  PID         -  AH4330
 AH4330  STATE/COUNTY-  MN/DAKOTA
 AH4330  COUNTRY     -  US
 AH4330  USGS QUAD   -  ORCHARD LAKE (2019)
 AH4330
 AH4330                         *CURRENT SURVEY CONTROL
 AH4330  ______________________________________________________________________
 AH4330* NAD 83(1986) POSITION- 44 44 34.90   (N) 093 16 39.17   (W)   HD_HELD1
 AH4330* NAVD 88 ORTHO HEIGHT -   312.439 (meters)     1025.06  (feet) ADJUSTED
 AH4330  ______________________________________________________________________
 AH4330  GEOID HEIGHT    -        -27.312 (meters)                     GEOID18
 AH4330  DYNAMIC HEIGHT  -        312.423 (meters)     1025.01  (feet) COMP
 AH4330  MODELED GRAVITY -    980,556.2   (mgal)                       NAVD 88
 AH4330
 AH4330  VERT ORDER      -  SECOND    CLASS I
 AH4330
 AH4330.The horizontal coordinates were determined by differentially corrected
 AH4330.hand held GPS observations or other comparable positioning techniques
 AH4330.and have an estimated accuracy of +/- 3 meters.
 AH4330
 AH4330.The orthometric height was determined by differential leveling and
 AH4330.adjusted by the NATIONAL GEODETIC SURVEY
 AH4330.in June 2000.
 AH4330
 AH4330.Significant digits in the geoid height do not necessarily reflect accuracy.
 AH4330.GEOID18 height accuracy estimate available here.
 AH4330
 AH4330.Click photographs - Photos may exist for this station.
 AH4330
 AH4330.The dynamic height is computed by dividing the NAVD 88
 AH4330.geopotential number by the normal gravity value computed on the
 AH4330.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH4330.degrees latitude (g = 980.6199 gals.).
 AH4330
 AH4330.The modeled gravity was interpolated from observed gravity values.
 AH4330
 AH4330;                    North         East    Units  Estimated Accuracy
 AH4330;SPC MN S     -   293,924.1     857,212.5     MT  (+/- 3 meters HH1 GPS) 
 AH4330
 AH4330_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK7802754442(NAD 83)
 AH4330
 AH4330                          SUPERSEDED SURVEY CONTROL
 AH4330
 AH4330.No superseded survey control is available for this station.
 AH4330
 AH4330_MARKER: DB = BENCH MARK DISK
 AH4330_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AH4330_SP_SET: BRIDGE RAILING
 AH4330_STAMPING: 1982 AC 1981
 AH4330_MARK LOGO: MNHD
 AH4330_PROJECTION: FLUSH
 AH4330_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AH4330_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AH4330_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AH4330+SATELLITE: SATELLITE OBSERVATIONS - July 11, 2023
 AH4330
 AH4330  HISTORY     - Date     Condition        Report By
 AH4330  HISTORY     - 19810401 MONUMENTED       MNHD
 AH4330  HISTORY     - 20070618 GOOD             MNDT
 AH4330  HISTORY     - 20140610 GOOD             MNDT
 AH4330  HISTORY     - 20230711 GOOD             MNDT
 AH4330
 AH4330                          STATION DESCRIPTION
 AH4330
 AH4330'DESCRIBED BY MN HIGHWAY DEPT 1981 (OCO)
 AH4330'THE MARK IS LOCATED IN THE CITY OF BURNSVILLE, AT THE INTERSTATE
 AH4330'HIGHWAY 35E BRIDGE OVER COUNTY ROAD 42, AT HIGHWAY 35E MILEPOINT 88.8,
 AH4330'AND IN THE NW 1/4 OF SECTION 30, T115N, R20W.  THE MARK IS 24.5 FEET
 AH4330'EAST OF AND ABOUT 3 FEET HIGHER THAN THE CENTERLINE OF NORTHBOUND
 AH4330'HIGHWAY 35E AND 15.7 FEET NORTH OF THE SOUTH CORNER OF THE EAST BRIDGE
 AH4330'RAILING.  THE MARK, A STANDARD MNDT BENCH MARK DISK STAMPED---1982 AC
 AH4330'1981---, IS SET IN THE TOP OF THE RAILING AT THE SOUTHEAST CORNER OF
 AH4330'THE BRIDGE (NUMBERED 19812).
 AH4330
 AH4330                          STATION RECOVERY (2007)
 AH4330
 AH4330'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (PJG)
 AH4330'THE MARK IS LOCATED ABOUT 9.7 MI (15.6 KM) NORTHWEST OF FARMINGTON,
 AH4330'7.4 MI (11.9 KM) EAST-NORTHEAST OF PRIOR LAKE AND 6.8 MI (10.9 KM)
 AH4330'SOUTH OF BLOOMINGTON.
 AH4330'
 AH4330'TO REACH TO THE MARK AT BURNSVILLE, AT INTERSTATE HIGHWAY 35E MILE
 AH4330'POINT 88.8, IN THE TOP OF RAILING ON NORTHBOUND INTERSTATE HIGHWAY 35E
 AH4330'BRIDGE 19812 OVER COUNTY ROAD 42, GO 24.5 FT (7.5 M) EAST OF
 AH4330'INTERSTATE HIGHWAY 35E, 15.7 FT (4.8 M) NORTH OF THE SOUTH CORNER OF
 AH4330'RAILING.
 AH4330
 AH4330                          STATION RECOVERY (2014)
 AH4330
 AH4330'RECOVERY NOTE BY MN DEPT OF TRANSP 2014 (DAS)
 AH4330'IN BURNSVILLE, AT INTERSTATE HIGHWAY 35 EAST MILE POINT 88.8, IN THE
 AH4330'TOP OF RAILING ON NORTHBOUND INTERSTATE HIGHWAY 35 EAST BRIDGE 19812
 AH4330'OVER COUNTY ROAD 42, 24.5 FT (7.5 M) EAST OF INTERSTATE HIGHWAY 35
 AH4330'EAST, 15.7 FT (4.8 M) NORTH OF THE SOUTH CORNER OF RAILING.
 AH4330
 AH4330                          STATION RECOVERY (2023)
 AH4330
 AH4330'RECOVERY NOTE BY MN DEPT OF TRANSP 2023 (MJS)
 AH4330'IN BURNSVILLE, AT INTERSTATE HIGHWAY 35 EAST MILE POINT 88.8, IN THE
 AH4330'TOP OF A RAILING ON NORTHBOUND INTERSTATE HIGHWAY 35 EAST BRIDGE
 AH4330'NUMBER 19812 OVER COUNTY ROAD 42, 24.5 FT (7.5 M) EAST OF INTERSTATE
 AH4330'HIGHWAY 35 EAST, 15.7 FT (4.8 M) NORTH OF THE SOUTH CORNER OF A
 AH4330'RAILING.
 AH4330'
 AH4330'THE SURVEY MARK HAS BEEN DEEMED UNSAFE DUE TO FALL RISK AND HAS BEEN
 AH4330'ABANDONED FOR MNDOT GEODETIC USE.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 AH4332 ***********************************************************************
 AH4332  DESIGNATION -  1982 AD
 AH4332  PID         -  AH4332
 AH4332  STATE/COUNTY-  MN/DAKOTA
 AH4332  COUNTRY     -  US
 AH4332  USGS QUAD   -  ORCHARD LAKE (2019)
 AH4332
 AH4332                         *CURRENT SURVEY CONTROL
 AH4332  ______________________________________________________________________
 AH4332* NAD 83(1986) POSITION- 44 44 55.48   (N) 093 16 05.33   (W)   HD_HELD1
 AH4332* NAVD 88 ORTHO HEIGHT -   323.150 (meters)     1060.20  (feet) ADJUSTED
 AH4332  ______________________________________________________________________
 AH4332  GEOID HEIGHT    -        -27.323 (meters)                     GEOID18
 AH4332  DYNAMIC HEIGHT  -        323.134 (meters)     1060.15  (feet) COMP
 AH4332  MODELED GRAVITY -    980,558.8   (mgal)                       NAVD 88
 AH4332
 AH4332  VERT ORDER      -  SECOND    CLASS I
 AH4332
 AH4332.The horizontal coordinates were determined by differentially corrected
 AH4332.hand held GPS observations or other comparable positioning techniques
 AH4332.and have an estimated accuracy of +/- 3 meters.
 AH4332
 AH4332.The orthometric height was determined by differential leveling and
 AH4332.adjusted by the NATIONAL GEODETIC SURVEY
 AH4332.in June 2000.
 AH4332
 AH4332.No vertical observational check was made to the station.
 AH4332
 AH4332.Significant digits in the geoid height do not necessarily reflect accuracy.
 AH4332.GEOID18 height accuracy estimate available here.
 AH4332
 AH4332.Click photographs - Photos may exist for this station.
 AH4332
 AH4332.The dynamic height is computed by dividing the NAVD 88
 AH4332.geopotential number by the normal gravity value computed on the
 AH4332.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH4332.degrees latitude (g = 980.6199 gals.).
 AH4332
 AH4332.The modeled gravity was interpolated from observed gravity values.
 AH4332
 AH4332;                    North         East    Units  Estimated Accuracy
 AH4332;SPC MN S     -   294,565.9     857,951.2     MT  (+/- 3 meters HH1 GPS) 
 AH4332
 AH4332_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK7877355074(NAD 83)
 AH4332
 AH4332                          SUPERSEDED SURVEY CONTROL
 AH4332
 AH4332.No superseded survey control is available for this station.
 AH4332
 AH4332_MARKER: DV = VERTICAL CONTROL DISK
 AH4332_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AH4332_SP_SET: BRIDGE RAILING
 AH4332_STAMPING: 1982 AD 1981
 AH4332_MARK LOGO: MNHD
 AH4332_PROJECTION: FLUSH
 AH4332_MAGNETIC: N = NO MAGNETIC MATERIAL
 AH4332_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AH4332_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AH4332+SATELLITE: SATELLITE OBSERVATIONS - July 11, 2023
 AH4332
 AH4332  HISTORY     - Date     Condition        Report By
 AH4332  HISTORY     - 19810401 MONUMENTED       MNHD
 AH4332  HISTORY     - 20020604 GOOD             USPSQD
 AH4332  HISTORY     - 20021129 GOOD             USPSQD
 AH4332  HISTORY     - 20051129 GOOD             USPSQD
 AH4332  HISTORY     - 20070618 GOOD             MNDT
 AH4332  HISTORY     - 20140610 GOOD             MNDT
 AH4332  HISTORY     - 20230711 GOOD             MNDT
 AH4332
 AH4332                          STATION DESCRIPTION
 AH4332
 AH4332'DESCRIBED BY MN HIGHWAY DEPT 1981 (OCO)
 AH4332'THE MARK IS LOCATED IN THE CITY OF BURNSVILLE, AT THE PORTLAND AVENUE
 AH4332'BRIDGE OVER INTERSTATE HIGHWAY 35E, AT HIGHWAY 35 MILEPOINT 89.45, AND
 AH4332'IN THE NW 1/4 OF SECTION 30, T 115N, R20W.  THE MARK IS 35.0 FEET EAST
 AH4332'OF AND ABOUT 3 FEET HIGHER THAN THE CENTERLINE OF PORTLAND AVENUE AND
 AH4332'0.9 FOOT NORTH OF THE SOUTHEAST CORNER OF THE EAST BRIDGE RAILING. THE
 AH4332'MARK, A STANDARD MNDT VERTICAL CONTROL MONUMENT DISK STAMPED---1982 AD
 AH4332'1981---, IS SET IN THE TOP OF THE RAILING AT THE SOUTHEAST CORNER OF
 AH4332'THE BRIDGE (NUMBERED 19889).
 AH4332
 AH4332                          STATION RECOVERY (2002)
 AH4332
 AH4332'RECOVERY NOTE BY US POWER SQUADRON 2002
 AH4332'RECOVERED IN GOOD CONDITION.
 AH4332
 AH4332                          STATION RECOVERY (2002)
 AH4332
 AH4332'RECOVERY NOTE BY US POWER SQUADRON 2002 (JRD)
 AH4332'RECOVERED IN GOOD CONDITION.
 AH4332
 AH4332                          STATION RECOVERY (2005)
 AH4332
 AH4332'RECOVERY NOTE BY US POWER SQUADRON 2005 (ATD)
 AH4332'RECOVERED IN GOOD CONDITION.
 AH4332
 AH4332                          STATION RECOVERY (2007)
 AH4332
 AH4332'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (PJG)
 AH4332'THE MARK IS LOCATED ABOUT 9.7 MI (15.6 KM) NORTHWEST OF FARMINGTON,
 AH4332'8.0 MI (12.9 KM) EAST-NORTHEAST OF PRIOR LAKE AND 6.5 MI (10.5 KM)
 AH4332'SOUTH-SOUTHEAST OF BLOOMINGTON.
 AH4332'
 AH4332'TO REACH TO THE MARK AT BURNSVILLE, AT INTERSTATE HIGHWAY 35E MILE
 AH4332'POINT 89.45, IN THE TOP OF RAILING AT SOUTHEAST CORNER OF PORTLAND
 AH4332'AVENUE BRIDGE 19889 OVER INTERSTATE HIGHWAY 35E, GO 35.0 FT (10.7 M)
 AH4332'EAST OF PORTLAND AVENUE, 0.9 FT (0.3 M) NORTH OF THE SOUTHEAST CORNER
 AH4332'OF BRIDGE RAILING.
 AH4332
 AH4332                          STATION RECOVERY (2014)
 AH4332
 AH4332'RECOVERY NOTE BY MN DEPT OF TRANSP 2014 (DAS)
 AH4332'IN BURNSVILLE, AT INTERSTATE HIGHWAY 35 EAST MILE POINT 89.45, IN THE
 AH4332'TOP OF RAILING AT NORTHEAST CORNER OF PORTLAND AVENUE BRIDGE 19889
 AH4332'OVER INTERSTATE HIGHWAY 35 EAST, 35.0 FT (10.7 M) EAST OF PORTLAND
 AH4332'AVENUE, 0.9 FT (27 CM) NORTH OF EASTERLY OF BRIDGE RAILING.
 AH4332
 AH4332                          STATION RECOVERY (2023)
 AH4332
 AH4332'RECOVERY NOTE BY MN DEPT OF TRANSP 2023 (MJS)
 AH4332'IN BURNSVILLE, AT INTERSTATE HIGHWAY 35 EAST MILE POINT 89.45, IN THE
 AH4332'TOP OF A RAILING AT THE NORTHEAST CORNER OF PORTLAND AVENUE BRIDGE
 AH4332'NUMBER 19889 OVER INTERSTATE HIGHWAY 35 EAST, 35.0 FT (10.7 M) EAST OF
 AH4332'PORTLAND AVENUE, 0.9 FT (27 CM) NORTH OF THE EASTERLY BRIDGE RAILING.
 AH4332'
 AH4332'THE SURVEY MARK HAS BEEN DEEMED UNSAFE DUE TO FALL RISK AND HAS BEEN
 AH4332'ABANDONED FOR MNDOT GEODETIC USE.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 AH4331 ***********************************************************************
 AH4331  DESIGNATION -  1982 AD 1
 AH4331  PID         -  AH4331
 AH4331  STATE/COUNTY-  MN/DAKOTA
 AH4331  COUNTRY     -  US
 AH4331  USGS QUAD   -  ORCHARD LAKE (2019)
 AH4331
 AH4331                         *CURRENT SURVEY CONTROL
 AH4331  ______________________________________________________________________
 AH4331* NAD 83(1986) POSITION- 44 44 56.17   (N) 093 16 04.62   (W)   HD_HELD1
 AH4331* NAVD 88 ORTHO HEIGHT -   315.941 (meters)     1036.55  (feet) ADJUSTED
 AH4331  ______________________________________________________________________
 AH4331  GEOID HEIGHT    -        -27.323 (meters)                     GEOID18
 AH4331  DYNAMIC HEIGHT  -        315.925 (meters)     1036.50  (feet) COMP
 AH4331  MODELED GRAVITY -    980,558.7   (mgal)                       NAVD 88
 AH4331
 AH4331  VERT ORDER      -  SECOND    CLASS I
 AH4331
 AH4331.The horizontal coordinates were determined by differentially corrected
 AH4331.hand held GPS observations or other comparable positioning techniques
 AH4331.and have an estimated accuracy of +/- 3 meters.
 AH4331
 AH4331.The orthometric height was determined by differential leveling and
 AH4331.adjusted by the NATIONAL GEODETIC SURVEY
 AH4331.in September 2016.
 AH4331
 AH4331.Significant digits in the geoid height do not necessarily reflect accuracy.
 AH4331.GEOID18 height accuracy estimate available here.
 AH4331
 AH4331.Click photographs - Photos may exist for this station.
 AH4331
 AH4331.The dynamic height is computed by dividing the NAVD 88
 AH4331.geopotential number by the normal gravity value computed on the
 AH4331.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH4331.degrees latitude (g = 980.6199 gals.).
 AH4331
 AH4331.The modeled gravity was interpolated from observed gravity values.
 AH4331
 AH4331;                    North         East    Units  Estimated Accuracy
 AH4331;SPC MN S     -   294,587.3     857,966.6     MT  (+/- 3 meters HH1 GPS) 
 AH4331
 AH4331_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK7878955095(NAD 83)
 AH4331
 AH4331                          SUPERSEDED SURVEY CONTROL
 AH4331
 AH4331  NAVD 88 (06/08/00)  315.928  (m)         1036.51   (f) SUPERSEDED  2 1
 AH4331
 AH4331.Superseded values are not recommended for survey control.
 AH4331
 AH4331.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH4331.See file dsdata.pdf to determine how the superseded data were derived.
 AH4331
 AH4331_MARKER: DV = VERTICAL CONTROL DISK
 AH4331_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 AH4331_STAMPING: 1982 AD 1 1989
 AH4331_MARK LOGO: MNDT
 AH4331_PROJECTION: RECESSED 8 CENTIMETERS
 AH4331_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AH4331_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AH4331_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AH4331+SATELLITE: SATELLITE OBSERVATIONS - July 11, 2023
 AH4331_ROD/PIPE-DEPTH: 6.1 meters
 AH4331
 AH4331  HISTORY     - Date     Condition        Report By
 AH4331  HISTORY     - 1989     MONUMENTED       MNDT
 AH4331  HISTORY     - 20070618 GOOD             MNDT
 AH4331  HISTORY     - 20140610 GOOD             MNDT
 AH4331  HISTORY     - 20230711 GOOD             MNDT
 AH4331
 AH4331                          STATION DESCRIPTION
 AH4331
 AH4331'DESCRIBED BY MN DEPT OF TRANSP 1989 (OCO)
 AH4331'THE MARK IS LOCATED IN THE CITY OF BURNSVILLE, AT THE PORTLAND AVENUE
 AH4331'BRIDGE OVER INTERSTATE HIGHWAY 35E, AT HIGHWAY 35E MILEPOINT 89.45,
 AH4331'AND IN THE NW 1/4 OF SECTION 30, T115N, R20W.  THE MARK IS 82.2 FEET
 AH4331'SOUTHEAST OF THE CENTERLINE OF NORTHBOUND 35E, 56.3 FEET EAST OF THE
 AH4331'SOUTH BRIDGE ABUTMENT, AND 0.6 FEET NORTH OF A STEEL WITNESS POST. THE
 AH4331'MARK, A STANDARD MAGNETIC MNDT VERTICAL CONTROL MONUMENT DISK
 AH4331'STAMPED---1982 AD 1 1989---, IS FORCED ONTO THE TOP OF A DRIVEN 3/4
 AH4331'INCH DIAMETER BY 20 FOOT LONG ALUMINUM ALLOY ROD AND IS 0.2 FOOT BELOW
 AH4331'GROUND LEVEL.
 AH4331
 AH4331                          STATION RECOVERY (2007)
 AH4331
 AH4331'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (VWC)
 AH4331'THE MARK IS LOCATED ABOUT 9.7 MI (15.6 KM) NORTHWEST OF FARMINGTON,
 AH4331'8.0 MI (12.9 KM) EAST-NORTHEAST OF PRIOR LAKE AND 6.5 MI (10.5 KM)
 AH4331'SOUTH-SOUTHEAST OF BLOOMINGTON.
 AH4331'
 AH4331'TO REACH TO THE MARK AT BURNSVILLE, AT INTERSTATE HIGHWAY 35E MILE
 AH4331'POINT 89.45, NEAR PORTLAND AVENUE BRIDGE OVER INTERSTATE HIGHWAY 35E,
 AH4331'GO 82.2 FT (25.1 M) SOUTHEAST OF NORTHBOUND INTERSTATE HIGHWAY 35E,
 AH4331'56.3 FT (17.2 M) EAST OF SOUTH BRIDGE ABUTMENT, 0.6 FT (0.2 M) WEST OF
 AH4331'A WITNESS POST.
 AH4331
 AH4331                          STATION RECOVERY (2014)
 AH4331
 AH4331'RECOVERY NOTE BY MN DEPT OF TRANSP 2014 (DAS)
 AH4331'RECOVERED AS DESCRIBED.
 AH4331
 AH4331                          STATION RECOVERY (2023)
 AH4331
 AH4331'RECOVERY NOTE BY MN DEPT OF TRANSP 2023 (MJS)
 AH4331'IN BURNSVILLE, AT INTERSTATE HIGHWAY 35E MILE POINT 89.45, NEAR A
 AH4331'PORTLAND AVENUE BRIDGE OVER INTERSTATE HIGHWAY 35E, 82.2 FT (25.1 M)
 AH4331'SOUTHEAST OF NORTHBOUND INTERSTATE HIGHWAY 35E, 56.3 FT (17.2 M) EAST
 AH4331'OF THE SOUTH BRIDGE ABUTMENT, 1.0 FT (0.3 M) SOUTHEAST OF A WITNESS
 AH4331'POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 AH4333 ***********************************************************************
 AH4333  DESIGNATION -  1982 AE
 AH4333  PID         -  AH4333
 AH4333  STATE/COUNTY-  MN/DAKOTA
 AH4333  COUNTRY     -  US
 AH4333  USGS QUAD   -  ORCHARD LAKE (2019)
 AH4333
 AH4333                         *CURRENT SURVEY CONTROL
 AH4333  ______________________________________________________________________
 AH4333* NAD 83(1986) POSITION- 44 44 59.56   (N) 093 16 05.29   (W)   HD_HELD1
 AH4333* NAVD 88 ORTHO HEIGHT -   325.046 (meters)     1066.42  (feet) ADJUSTED
 AH4333  ______________________________________________________________________
 AH4333  GEOID HEIGHT    -        -27.320 (meters)                     GEOID18
 AH4333  DYNAMIC HEIGHT  -        325.030 (meters)     1066.37  (feet) COMP
 AH4333  MODELED GRAVITY -    980,557.7   (mgal)                       NAVD 88
 AH4333
 AH4333  VERT ORDER      -  SECOND    CLASS I
 AH4333
 AH4333.The horizontal coordinates were determined by differentially corrected
 AH4333.hand held GPS observations or other comparable positioning techniques
 AH4333.and have an estimated accuracy of +/- 3 meters.
 AH4333
 AH4333.The orthometric height was determined by differential leveling and
 AH4333.adjusted by the NATIONAL GEODETIC SURVEY
 AH4333.in June 2000.
 AH4333
 AH4333.No vertical observational check was made to the station.
 AH4333
 AH4333.Significant digits in the geoid height do not necessarily reflect accuracy.
 AH4333.GEOID18 height accuracy estimate available here.
 AH4333
 AH4333.Click photographs - Photos may exist for this station.
 AH4333
 AH4333.The dynamic height is computed by dividing the NAVD 88
 AH4333.geopotential number by the normal gravity value computed on the
 AH4333.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH4333.degrees latitude (g = 980.6199 gals.).
 AH4333
 AH4333.The modeled gravity was interpolated from observed gravity values.
 AH4333
 AH4333;                    North         East    Units  Estimated Accuracy
 AH4333;SPC MN S     -   294,691.8     857,950.9     MT  (+/- 3 meters HH1 GPS) 
 AH4333
 AH4333_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK7877555200(NAD 83)
 AH4333
 AH4333                          SUPERSEDED SURVEY CONTROL
 AH4333
 AH4333.No superseded survey control is available for this station.
 AH4333
 AH4333_MARKER: DV = VERTICAL CONTROL DISK
 AH4333_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AH4333_SP_SET: BRIDGE RAILING
 AH4333_STAMPING: 1982 AE 1981
 AH4333_MARK LOGO: MNHD
 AH4333_PROJECTION: FLUSH
 AH4333_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AH4333_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AH4333_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AH4333+SATELLITE: SATELLITE OBSERVATIONS - July 11, 2023
 AH4333
 AH4333  HISTORY     - Date     Condition        Report By
 AH4333  HISTORY     - 19810401 MONUMENTED       MNHD
 AH4333  HISTORY     - 20021118 GOOD             USPSQD
 AH4333  HISTORY     - 20051129 GOOD             USPSQD
 AH4333  HISTORY     - 20070618 GOOD             MNDT
 AH4333  HISTORY     - 20140610 GOOD             MNDT
 AH4333  HISTORY     - 20230711 GOOD             MNDT
 AH4333
 AH4333                          STATION DESCRIPTION
 AH4333
 AH4333'DESCRIBED BY MN HIGHWAY DEPT 1981 (OCO)
 AH4333'THE MARK IS LOCATED IN THE CITY OF BURNSVILLE, AT THE PORTLAND AVENUE
 AH4333'BRIDGE OVER INTERSTATE HIGHWAY 35E, AT HIGHWAY 35 MILEPOINT 89.45, AND
 AH4333'IN THE NW 1/4 OF SECTION 30, T 115N, R20W.  THE MARK IS 34.5 FEET EAST
 AH4333'OF AND ABOUT 3 FEET HIGHER THAN THE CENTERLINE OF PORTLAND AVENUE AND
 AH4333'1.4 FEET SOUTH OF THE NORTHEAST CORNER OF THE EAST BRIDGE RAILING. THE
 AH4333'MARK, A STANDARD MNDT VERTICAL CONTROL MONUMENT DISK STAMPED---1982 AE
 AH4333'1981---, IS SET IN THE TOP OF THE RAILING AT THE SOUTHEAST CORNER OF
 AH4333'THE BRIDGE (NUMBERED 19889).
 AH4333
 AH4333                          STATION RECOVERY (2002)
 AH4333
 AH4333'RECOVERY NOTE BY US POWER SQUADRON 2002 (JRD)
 AH4333'THE MARK IS SET IN THE TOP OF THE RAILING AT THE NORTHEAST (NOT SOUTH
 AH4333'EAST) CORNER OF THE BRIDGE (NUMBERED 19889)
 AH4333
 AH4333                          STATION RECOVERY (2005)
 AH4333
 AH4333'RECOVERY NOTE BY US POWER SQUADRON 2005 (ATD)
 AH4333'RECOVERED IN GOOD CONDITION.
 AH4333
 AH4333                          STATION RECOVERY (2007)
 AH4333
 AH4333'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (VWC)
 AH4333'THE MARK IS LOCATED ABOUT 9.7 MI (15.6 KM) NORTHWEST OF FARMINGTON,
 AH4333'8.0 MI (12.9 KM) EAST-NORTHEAST OF PRIOR LAKE AND 6.5 MI (10.5 KM)
 AH4333'SOUTH-SOUTHEAST OF BLOOMINGTON.
 AH4333'
 AH4333'TO REACH TO THE MARK AT BURNSVILLE, IN THE TOP OF RAILING AT NORTHEAST
 AH4333'CORNER OF PORTLAND AVENUE BRIDGE 19889 OVER INTERSTATE HIGHWAY 35E, GO
 AH4333'34.5 FT (10.5 M) EAST OF PORTLAND AVENUE, 1.4 FT (0.4 M) SOUTH OF THE
 AH4333'NORTHEAST CORNER OF RAILING.
 AH4333
 AH4333                          STATION RECOVERY (2014)
 AH4333
 AH4333'RECOVERY NOTE BY MN DEPT OF TRANSP 2014 (DAS)
 AH4333'IN BURNSVILLE, IN THE TOP OF RAILING AT NORTHWEST CORNER OF PORTLAND
 AH4333'AVENUE BRIDGE 19889 OVER INTERSTATE HIGHWAY 35E, 34.5 FT (10.5 M) EAST
 AH4333'OF PORTLAND AVENUE, 1.4 FT (0.4 M) EAST OF WEST EDGE OF RAILING.
 AH4333
 AH4333                          STATION RECOVERY (2023)
 AH4333
 AH4333'RECOVERY NOTE BY MN DEPT OF TRANSP 2023 (MJS)
 AH4333'IN BURNSVILLE, IN THE TOP OF RAILING AT THE NORTHWEST CORNER OF
 AH4333'PORTLAND AVENUE BRIDGE NUMBER 19889 OVER INTERSTATE HIGHWAY 35E, 34.5
 AH4333'FT (10.5 M) EAST OF PORTLAND AVENUE, 1.4 FT (0.4 M) EAST OF THE WEST
 AH4333'EDGE OF A RAILING.
 AH4333'
 AH4333'THE SURVEY MARK HAS BEEN DEEMED UNSAFE DUE TO FALL RISK AND HAS BEEN
 AH4333'ABANDONED FOR MNDOT GEODETIC USE.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 AH4336 ***********************************************************************
 AH4336  DESIGNATION -  1982 AF
 AH4336  PID         -  AH4336
 AH4336  STATE/COUNTY-  MN/DAKOTA
 AH4336  COUNTRY     -  US
 AH4336  USGS QUAD   -  BLOOMINGTON (2019)
 AH4336
 AH4336                         *CURRENT SURVEY CONTROL
 AH4336  ______________________________________________________________________
 AH4336* NAD 83(1986) POSITION- 44 45 13.06   (N) 093 15 43.76   (W)   HD_HELD1
 AH4336* NAVD 88 ORTHO HEIGHT -   325.062 (meters)     1066.47  (feet) ADJUSTED
 AH4336  ______________________________________________________________________
 AH4336  GEOID HEIGHT    -        -27.328 (meters)                     GEOID18
 AH4336  DYNAMIC HEIGHT  -        325.047 (meters)     1066.43  (feet) COMP
 AH4336  MODELED GRAVITY -    980,560.0   (mgal)                       NAVD 88
 AH4336
 AH4336  VERT ORDER      -  SECOND    CLASS I
 AH4336
 AH4336.The horizontal coordinates were determined by differentially corrected
 AH4336.hand held GPS observations or other comparable positioning techniques
 AH4336.and have an estimated accuracy of +/- 3 meters.
 AH4336
 AH4336.The orthometric height was determined by differential leveling and
 AH4336.adjusted by the NATIONAL GEODETIC SURVEY
 AH4336.in September 2016.
 AH4336
 AH4336.Significant digits in the geoid height do not necessarily reflect accuracy.
 AH4336.GEOID18 height accuracy estimate available here.
 AH4336
 AH4336.Click photographs - Photos may exist for this station.
 AH4336
 AH4336.The dynamic height is computed by dividing the NAVD 88
 AH4336.geopotential number by the normal gravity value computed on the
 AH4336.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH4336.degrees latitude (g = 980.6199 gals.).
 AH4336
 AH4336.The modeled gravity was interpolated from observed gravity values.
 AH4336
 AH4336;                    North         East    Units  Estimated Accuracy
 AH4336;SPC MN S     -   295,112.8     858,420.7     MT  (+/- 3 meters HH1 GPS) 
 AH4336
 AH4336_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK7924955615(NAD 83)
 AH4336
 AH4336                          SUPERSEDED SURVEY CONTROL
 AH4336
 AH4336  NAVD 88 (06/08/00)  325.063  (m)         1066.48   (f) SUPERSEDED  2 1
 AH4336
 AH4336.Superseded values are not recommended for survey control.
 AH4336
 AH4336.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH4336.See file dsdata.pdf to determine how the superseded data were derived.
 AH4336
 AH4336_MARKER: DV = VERTICAL CONTROL DISK
 AH4336_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AH4336_SP_SET: BRIDGE RAILING
 AH4336_STAMPING: 1982 AF 1981
 AH4336_MARK LOGO: MNHD
 AH4336_PROJECTION: FLUSH
 AH4336_MAGNETIC: N = NO MAGNETIC MATERIAL
 AH4336_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AH4336_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AH4336+SATELLITE: SATELLITE OBSERVATIONS - July 11, 2023
 AH4336
 AH4336  HISTORY     - Date     Condition        Report By
 AH4336  HISTORY     - 1981     MONUMENTED       MNDT
 AH4336  HISTORY     - 20051129 GOOD             USPSQD
 AH4336  HISTORY     - 20070618 GOOD             MNDT
 AH4336  HISTORY     - 20140917 GOOD             MNDT
 AH4336  HISTORY     - 20230711 GOOD             MNDT
 AH4336
 AH4336                          STATION DESCRIPTION
 AH4336
 AH4336'DESCRIBED BY MN DEPT OF TRANSP 1981 (OCO)
 AH4336'THE MARK IS LOCATED IN THE CITY OF BURNSVILLE, AT THE 138TH STREET
 AH4336'BRIDGE OVER INTERSTATE HIGHWAY 35E, AT HIGHWAY 35E MILEPOINT 94.3, AND
 AH4336'IN THE SE 1/4 OF SECTION 19, T115N, R20W.  THE MARK IS 16.5 FEET SOUTH
 AH4336'OF AND ABOUT 3 FEET HIGHER THAN THE CENTERLINE OF EASTBOUND 138TH
 AH4336'STREET, 32.7 FEET EAST OF THE SOUTHWEST CORNER OF THE SOUTH BRIDGE
 AH4336'RAILING, 30.1 FEET EAST - NORTHEAST OF THE WEST CORNER OF THE BRIDGE
 AH4336'FENCE, AND 6.2 FEET NORTH OF THE BRIDGE FENCE.  THE MARK, A STANDARD
 AH4336'MNDT VERTICAL CONTROL MONUMENT DISK STAMPED---1982 AF 1981---, IS SET
 AH4336'IN THE TOP OF THE RAILING AT THE SOUTHWEST CORNER OF THE BRIDGE
 AH4336'(NUMBERED 19866).
 AH4336
 AH4336                          STATION RECOVERY (2005)
 AH4336
 AH4336'RECOVERY NOTE BY US POWER SQUADRON 2005 (ATD)
 AH4336'RECOVERED IN GOOD CONDITION.
 AH4336
 AH4336                          STATION RECOVERY (2007)
 AH4336
 AH4336'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (VWC)
 AH4336'THE MARK IS LOCATED ABOUT 9.8 MI (15.8 KM) NORTHWEST OF FARMINGTON,
 AH4336'8.4 MI (13.5 KM) EAST-NORTHEAST OF PRIOR LAKE AND 6.3 MI (10.1 KM)
 AH4336'SOUTH-SOUTHEAST OF BLOOMINGTON.
 AH4336'
 AH4336'TO REACH TO THE MARK AT BURNSVILLE, AT INTERSTATE HIGHWAY 35E MILE
 AH4336'POINT 94.3, IN THE TOP OF RAILING AT SOUTHEAST CORNER OF 138TH STREET
 AH4336'BRIDGE 19866 OVER INTERSTATE HIGHWAY 35E, GO 16.5 FT (5.0 M) SOUTH OF
 AH4336'EASTBOUND 138TH STREET, 32.7 FT (10.0 M) EAST OF THE SOUTHWEST CORNER
 AH4336'OF BRIDGE RAILING, 30.1 FT (9.2 M) EAST-NORTHEAST OF WEST CORNER OF
 AH4336'BRIDGE FENCE, 6.2 FT (1.9 M) NORTH OF BRIDGE FENCE.
 AH4336
 AH4336                          STATION RECOVERY (2014)
 AH4336
 AH4336'RECOVERY NOTE BY MN DEPT OF TRANSP 2014 (DDS)
 AH4336'RECOVERED AS DESCRIBED.
 AH4336
 AH4336                          STATION RECOVERY (2023)
 AH4336
 AH4336'RECOVERY NOTE BY MN DEPT OF TRANSP 2023 (MJS)
 AH4336'IN BURNSVILLE, IN A BRIDGE RAILING AT THE SOUTHWEST CORNER OF 138TH
 AH4336'STREET/MC ANDREWS ROAD EAST BRIDGE NUMBER 19866 OVER INTERSTATE
 AH4336'HIGHWAY 35E, AT INTERSTATE HIGHWAY 35E MILE POINT 94.3, 16.5 FT (5.0
 AH4336'M) SOUTH OF EASTBOUND 138TH STREET EAST, 32.7 FT (10.0 M) EAST OF THE
 AH4336'SOUTHWEST CORNER OF A BRIDGE RAILING, 30.1 FT (9.2 M) EAST-NORTHEAST
 AH4336'OF THE WEST CORNER OF A BRIDGE FENCE, 6.2 FT (1.9 M) NORTH OF A BRIDGE
 AH4336'FENCE.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 AH4335 ***********************************************************************
 AH4335  DESIGNATION -  1982 AG
 AH4335  PID         -  AH4335
 AH4335  STATE/COUNTY-  MN/DAKOTA
 AH4335  COUNTRY     -  US
 AH4335  USGS QUAD   -  BLOOMINGTON (2019)
 AH4335
 AH4335                         *CURRENT SURVEY CONTROL
 AH4335  ______________________________________________________________________
 AH4335* NAD 83(1986) POSITION- 44 45 13.12   (N) 093 15 36.71   (W)   HD_HELD1
 AH4335* NAVD 88 ORTHO HEIGHT -   321.754 (meters)     1055.62  (feet) ADJUSTED
 AH4335  ______________________________________________________________________
 AH4335  GEOID HEIGHT    -        -27.333 (meters)                     GEOID18
 AH4335  DYNAMIC HEIGHT  -        321.739 (meters)     1055.57  (feet) COMP
 AH4335  MODELED GRAVITY -    980,559.2   (mgal)                       NAVD 88
 AH4335
 AH4335  VERT ORDER      -  SECOND    CLASS I
 AH4335
 AH4335.The horizontal coordinates were determined by differentially corrected
 AH4335.hand held GPS observations or other comparable positioning techniques
 AH4335.and have an estimated accuracy of +/- 3 meters.
 AH4335
 AH4335.The orthometric height was determined by differential leveling and
 AH4335.adjusted by the NATIONAL GEODETIC SURVEY
 AH4335.in June 2000.
 AH4335
 AH4335.No vertical observational check was made to the station.
 AH4335
 AH4335.Significant digits in the geoid height do not necessarily reflect accuracy.
 AH4335.GEOID18 height accuracy estimate available here.
 AH4335
 AH4335.Click photographs - Photos may exist for this station.
 AH4335
 AH4335.The dynamic height is computed by dividing the NAVD 88
 AH4335.geopotential number by the normal gravity value computed on the
 AH4335.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH4335.degrees latitude (g = 980.6199 gals.).
 AH4335
 AH4335.The modeled gravity was interpolated from observed gravity values.
 AH4335
 AH4335;                    North         East    Units  Estimated Accuracy
 AH4335;SPC MN S     -   295,116.0     858,575.7     MT  (+/- 3 meters HH1 GPS) 
 AH4335
 AH4335_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK7940455616(NAD 83)
 AH4335
 AH4335                          SUPERSEDED SURVEY CONTROL
 AH4335
 AH4335.No superseded survey control is available for this station.
 AH4335
 AH4335_MARKER: DV = VERTICAL CONTROL DISK
 AH4335_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AH4335_SP_SET: BRIDGE RAILING
 AH4335_STAMPING: 1982 AG 1981
 AH4335_MARK LOGO: MNDT
 AH4335_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AH4335_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AH4335_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH4335+SATELLITE: SATELLITE OBSERVATIONS - July 11, 2023
 AH4335
 AH4335  HISTORY     - Date     Condition        Report By
 AH4335  HISTORY     - 1981     MONUMENTED       MNDT
 AH4335  HISTORY     - 20021105 GOOD             USPSQD
 AH4335  HISTORY     - 20051129 GOOD             USPSQD
 AH4335  HISTORY     - 20070618 GOOD             MNDT
 AH4335  HISTORY     - 20140610 GOOD             MNDT
 AH4335  HISTORY     - 20230711 GOOD             MNDT
 AH4335
 AH4335                          STATION DESCRIPTION
 AH4335
 AH4335'DESCRIBED BY MN DEPT OF TRANSP 1981 (OCO)
 AH4335'THE MARK IS LOCATED IN THE CITY OF BURNSVILLE, AT THE 138TH STREET
 AH4335'BRIDGE OVER INTERSTATE HIGHWAY 35E, AT HIGHWAY 35E MILEPOINT 94.3, AND
 AH4335'IN THE SE 1/4 OF SECTION 19, T115N, R20W.  THE MARK IS 16.5 FEET SOUTH
 AH4335'OF AND ABOUT 3 FEET HIGHER THAN THE CENTERLINE OF EASTBOUND 138TH
 AH4335'STREET, 29.5 FEET WEST OF THE SOUTHEAST CORNER OF THE SOUTH BRIDGE
 AH4335'RAILING, 15.5 FEET WEST - NORTHWEST OF THE EAST CORNER OF THE BRIDGE
 AH4335'FENCE, AND 6.5 FEET NORTH OF THE BRIDGE FENCE.  THE MARK, A STANDARD
 AH4335'MNDT VERTICAL CONTROL MONUMENT DISK STAMPED---1982 AG 1981---, IS SET
 AH4335'IN THE TOP OF THE RAILING AT THE SOUTHEAST CORNER OF THE BRIDGE
 AH4335'(NUMBERED 19866).
 AH4335
 AH4335                          STATION RECOVERY (2002)
 AH4335
 AH4335'RECOVERY NOTE BY US POWER SQUADRON 2002 (JRD)
 AH4335'MARK RECOVERED AS DESCRIBED EXCEPT THAT 138ST. IS NOW CALLED COUNTY
 AH4335'ROAD 38 OR MCANDREWS RD.
 AH4335
 AH4335                          STATION RECOVERY (2005)
 AH4335
 AH4335'RECOVERY NOTE BY US POWER SQUADRON 2005 (ATD)
 AH4335'RECOVERED IN GOOD CONDITION.
 AH4335
 AH4335                          STATION RECOVERY (2007)
 AH4335
 AH4335'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (VWC)
 AH4335'THE MARK IS LOCATED ABOUT 9.7 MI (15.6 KM) NORTHWEST OF FARMINGTON,
 AH4335'8.5 MI (13.7 KM) EAST-NORTHEAST OF PRIOR LAKE AND 6.3 MI (10.1 KM)
 AH4335'SOUTH-SOUTHEAST OF BLOOMINGTON.
 AH4335'
 AH4335'TO REACH TO THE MARK AT BURNSVILLE, AT INTERSTATE HIGHWAY 35E MILE
 AH4335'POINT 94.3, IN THE TOP OF RAILING AT SOUTHEAST CORNER OF 138TH STREET
 AH4335'BRIDGE 19866 OVER INTERSTATE HIGHWAY 35E, GO 16.5 FT (5.0 M) SOUTH OF
 AH4335'EASTBOUND 138TH STREET, 29.5 FT (9.0 M) WEST OF THE SOUTHEAST CORNER
 AH4335'OF BRIDGE RAILING, 15.5 FT (4.7 M) WEST-NORTHWEST OF EAST CORNER OF
 AH4335'BRIDGE FENCE, 6.5 FT (2.0 M) NORTH OF BRIDGE FENCE.
 AH4335
 AH4335                          STATION RECOVERY (2014)
 AH4335
 AH4335'RECOVERY NOTE BY MN DEPT OF TRANSP 2014 (DAS)
 AH4335'RECOVERED IN GOOD CONDITION.
 AH4335
 AH4335                          STATION RECOVERY (2023)
 AH4335
 AH4335'RECOVERY NOTE BY MN DEPT OF TRANSP 2023 (MJS)
 AH4335'AT BURNSVILLE, AT INTERSTATE HIGHWAY 35E MILE POINT 94.3, IN THE TOP
 AH4335'OF A RAILING AT THE SOUTHEAST CORNER OF 138TH STREET (MCANDREWS)
 AH4335'BRIDGE NUMBER 19866 OVER INTERSTATE HIGHWAY 35E, 16.5 FT (5.0 M) SOUTH
 AH4335'OF EASTBOUND 138TH STREET, 29.5 FT (9.0 M) WEST OF THE SOUTHEAST
 AH4335'CORNER OF A BRIDGE RAILING, 15.5 FT (4.7 M) WEST-NORTHWEST OF THE EAST
 AH4335'CORNER OF A BRIDGE FENCE, 6.5 FT (2.0 M) NORTH OF A BRIDGE FENCE.
 AH4335'
 AH4335'THE SURVEY MARK HAS BEEN DEEMED UNSAFE DUE TO FALL RISK AND HAS BEEN
 AH4335'ABANDONED FOR MNDOT GEODETIC USE.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 AH4334 ***********************************************************************
 AH4334  DESIGNATION -  1982 AG 1
 AH4334  PID         -  AH4334
 AH4334  STATE/COUNTY-  MN/DAKOTA
 AH4334  COUNTRY     -  US
 AH4334  USGS QUAD   -  BLOOMINGTON (2019)
 AH4334
 AH4334                         *CURRENT SURVEY CONTROL
 AH4334  ______________________________________________________________________
 AH4334* NAD 83(1986) POSITION- 44 45 12.69   (N) 093 15 38.29   (W)   HD_HELD1
 AH4334* NAVD 88 ORTHO HEIGHT -   313.475 (meters)     1028.46  (feet) ADJUSTED
 AH4334  ______________________________________________________________________
 AH4334  GEOID HEIGHT    -        -27.332 (meters)                     GEOID18
 AH4334  DYNAMIC HEIGHT  -        313.460 (meters)     1028.41  (feet) COMP
 AH4334  MODELED GRAVITY -    980,559.2   (mgal)                       NAVD 88
 AH4334
 AH4334  VERT ORDER      -  SECOND    CLASS I
 AH4334
 AH4334.The horizontal coordinates were determined by differentially corrected
 AH4334.hand held GPS observations or other comparable positioning techniques
 AH4334.and have an estimated accuracy of +/- 3 meters.
 AH4334
 AH4334.The orthometric height was determined by differential leveling and
 AH4334.adjusted by the NATIONAL GEODETIC SURVEY
 AH4334.in September 2016.
 AH4334
 AH4334.Significant digits in the geoid height do not necessarily reflect accuracy.
 AH4334.GEOID18 height accuracy estimate available here.
 AH4334
 AH4334.Click photographs - Photos may exist for this station.
 AH4334
 AH4334.The dynamic height is computed by dividing the NAVD 88
 AH4334.geopotential number by the normal gravity value computed on the
 AH4334.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH4334.degrees latitude (g = 980.6199 gals.).
 AH4334
 AH4334.The modeled gravity was interpolated from observed gravity values.
 AH4334
 AH4334;                    North         East    Units  Estimated Accuracy
 AH4334;SPC MN S     -   295,102.4     858,541.1     MT  (+/- 3 meters HH1 GPS) 
 AH4334
 AH4334_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK7937055603(NAD 83)
 AH4334
 AH4334                          SUPERSEDED SURVEY CONTROL
 AH4334
 AH4334  NAVD 88 (06/08/00)  313.474  (m)         1028.46   (f) SUPERSEDED  2 1
 AH4334
 AH4334.Superseded values are not recommended for survey control.
 AH4334
 AH4334.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH4334.See file dsdata.pdf to determine how the superseded data were derived.
 AH4334
 AH4334_MARKER: DV = VERTICAL CONTROL DISK
 AH4334_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 AH4334_STAMPING: 1982 AG 1 1989
 AH4334_MARK LOGO: MNDT
 AH4334_PROJECTION: FLUSH
 AH4334_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AH4334_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AH4334_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AH4334+SATELLITE: SATELLITE OBSERVATIONS - July 11, 2023
 AH4334_ROD/PIPE-DEPTH: 4.6 meters
 AH4334
 AH4334  HISTORY     - Date     Condition        Report By
 AH4334  HISTORY     - 1989     MONUMENTED       MNDT
 AH4334  HISTORY     - 20070618 GOOD             MNDT
 AH4334  HISTORY     - 20140610 GOOD             MNDT
 AH4334  HISTORY     - 20230711 GOOD             MNDT
 AH4334
 AH4334                          STATION DESCRIPTION
 AH4334
 AH4334'DESCRIBED BY MN DEPT OF TRANSP 1989 (OCO)
 AH4334'THE MARK IS LOCATED IN THE CITY OF BURNSVILLE, NEAR THE 138TH STREET
 AH4334'BRIDGE OVER INTERSTATE HIGHWAY 35E, AT HIGHWAY 35E MILEPOINT 94.3, AND
 AH4334'IN THE SE 1/4 OF SECTION 19, T115N, R20W.  THE MARK IS 74.8 FEET
 AH4334'SOUTHEAST OF THE CENTERLINE OF NORTHBOUND 35E, 40.4 FEET WEST -
 AH4334'SOUTHWEST OF THE MOST WESTERLY PILLAR OF THE EAST PILLARS OF THE
 AH4334'BRIDGE, 33.4 FEET EAST - NORTHEAST OF THE SOUTH ONE OF TWO STEEL SIGN
 AH4334'POSTS (138TH STREET), AND 0.7 FEET NORTH OF A STEEL WITNESS POST. THE
 AH4334'MARK, A STANDARD MAGNETIC MNDT VERTICAL CONTROL MONUMENT DISK
 AH4334'STAMPED---1982 AG 1 1989---, IS FORCED ONTO THE TOP OF A DRIVEN 3/4
 AH4334'INCH DIAMETER BY 15 FOOT LONG ALUMINUM ALLOY ROD AND IS FLUSH WITH THE
 AH4334'GROUND.
 AH4334
 AH4334                          STATION RECOVERY (2007)
 AH4334
 AH4334'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (VWC)
 AH4334'THE MARK IS LOCATED ABOUT 9.7 MI (15.6 KM) NORTHWEST OF FARMINGTON,
 AH4334'8.4 MI (13.5 KM) EAST-NORTHEAST OF PRIOR LAKE AND 6.3 MI (10.1 KM)
 AH4334'SOUTH-SOUTHEAST OF BLOOMINGTON.
 AH4334'
 AH4334'TO REACH TO THE MARK AT BURNSVILLE, AT INTERSTATE HIGHWAY 35E MILE
 AH4334'POINT 94.3, NEAR 138TH STREET BRIDGE OVER INTERSTATE HIGHWAY 35E, GO
 AH4334'74.8 FT (22.8 M) SOUTHEAST OF NORTHBOUND INTERSTATE HIGHWAY 35E, 40.4
 AH4334'FT (12.3 M) WEST-SOUTHWEST OF WESTERN MOST PILLAR ON EAST SIDE OF
 AH4334'BRIDGE, 33.4 FT (10.2 M) EAST-NORTHEAST OF SOUTHERN MOST SIGN POSTS
 AH4334'0.7 FT (0.2 M) NORTH OF A WITNESS POST.
 AH4334
 AH4334                          STATION RECOVERY (2014)
 AH4334
 AH4334'RECOVERY NOTE BY MN DEPT OF TRANSP 2014 (DAS)
 AH4334'RECOVERED AS DESCRIBED.
 AH4334
 AH4334                          STATION RECOVERY (2023)
 AH4334
 AH4334'RECOVERY NOTE BY MN DEPT OF TRANSP 2023 (MJS)
 AH4334'IN BURNSVILLE, AT INTERSTATE HIGHWAY 35E MILE POINT 94.3, NEAR 138TH
 AH4334'STREET BRIDGE OVER INTERSTATE HIGHWAY 35E, 74.8 FT (22.8 M) SOUTHEAST
 AH4334'OF NORTHBOUND INTERSTATE HIGHWAY 35E, 40.4 FT (12.3 M) WEST-SOUTHWEST
 AH4334'OF THE WESTERN MOST PILLAR ON THE EAST SIDE OF A BRIDGE, 33.4 FT (10.2
 AH4334'M) EAST-NORTHEAST OF THE SOUTHERNMOST SIGNPOSTS (138TH STREET), 0.7 FT
 AH4334'(21 CM) NORTHWEST OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 AH4338 ***********************************************************************
 AH4338  DESIGNATION -  1982 AH
 AH4338  PID         -  AH4338
 AH4338  STATE/COUNTY-  MN/DAKOTA
 AH4338  COUNTRY     -  US
 AH4338  USGS QUAD   -  SAINT PAUL SW (2019)
 AH4338
 AH4338                         *CURRENT SURVEY CONTROL
 AH4338  ______________________________________________________________________
 AH4338* NAD 83(1986) POSITION- 44 45 32.96   (N) 093 14 54.32   (W)   HD_HELD1
 AH4338* NAVD 88 ORTHO HEIGHT -   309.816 (meters)     1016.45  (feet) ADJUSTED
 AH4338  ______________________________________________________________________
 AH4338  GEOID HEIGHT    -        -27.352 (meters)                     GEOID18
 AH4338  DYNAMIC HEIGHT  -        309.801 (meters)     1016.41  (feet) COMP
 AH4338  MODELED GRAVITY -    980,560.1   (mgal)                       NAVD 88
 AH4338
 AH4338  VERT ORDER      -  SECOND    CLASS I
 AH4338
 AH4338.The horizontal coordinates were determined by differentially corrected
 AH4338.hand held GPS observations or other comparable positioning techniques
 AH4338.and have an estimated accuracy of +/- 3 meters.
 AH4338
 AH4338.The orthometric height was determined by differential leveling and
 AH4338.adjusted by the NATIONAL GEODETIC SURVEY
 AH4338.in June 2000.
 AH4338
 AH4338.Significant digits in the geoid height do not necessarily reflect accuracy.
 AH4338.GEOID18 height accuracy estimate available here.
 AH4338
 AH4338.Click photographs - Photos may exist for this station.
 AH4338
 AH4338.The dynamic height is computed by dividing the NAVD 88
 AH4338.geopotential number by the normal gravity value computed on the
 AH4338.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH4338.degrees latitude (g = 980.6199 gals.).
 AH4338
 AH4338.The modeled gravity was interpolated from observed gravity values.
 AH4338
 AH4338;                    North         East    Units  Estimated Accuracy
 AH4338;SPC MN S     -   295,736.9     859,502.4     MT  (+/- 3 meters HH1 GPS) 
 AH4338
 AH4338_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK8033856226(NAD 83)
 AH4338
 AH4338                          SUPERSEDED SURVEY CONTROL
 AH4338
 AH4338.No superseded survey control is available for this station.
 AH4338
 AH4338_MARKER: DV = VERTICAL CONTROL DISK
 AH4338_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AH4338_SP_SET: BRIDGE RAILING
 AH4338_STAMPING: 1982 AH 1981
 AH4338_MARK LOGO: MNHD
 AH4338_PROJECTION: FLUSH
 AH4338_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AH4338_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AH4338_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AH4338+SATELLITE: SATELLITE OBSERVATIONS - July 20, 2023
 AH4338
 AH4338  HISTORY     - Date     Condition        Report By
 AH4338  HISTORY     - 19810401 MONUMENTED       MNHD
 AH4338  HISTORY     - 20021201 GOOD             USPSQD
 AH4338  HISTORY     - 20051129 GOOD             USPSQD
 AH4338  HISTORY     - 20070618 GOOD             MNDT
 AH4338  HISTORY     - 20140610 GOOD             MNDT
 AH4338  HISTORY     - 20230720 GOOD             MNDT
 AH4338
 AH4338                          STATION DESCRIPTION
 AH4338
 AH4338'DESCRIBED BY MN HIGHWAY DEPT 1981 (OCO)
 AH4338'THE MARK IS LOCATED IN THE CITY OF BURNSVILLE, IN THE NORTH BRIDGE AT
 AH4338'THE JUNCTION OF INTERSTATE HIGHWAY 35E AND COUNTY ROAD 11, AND IN THE
 AH4338'NW 1/4 OF SECTION 20, T115N, R20W.  THE MARK IS 20.0 FEET SOUTH OF THE
 AH4338'CENTERLINE OF SOUTHBOUND HIGHWAY 35E, AND 1.0 FOOT EAST OF THE
 AH4338'SOUTHWEST CORNER OF THE SOUTH RAILING OF THE BRIDGE.  THE MARK, A
 AH4338'STANDARD MNDT VERTICAL CONTROL MONUMENT DISK STAMPED---1982 AH
 AH4338'1981---, IS SET IN THE TOP OF THE RAILING AT THE SOUTHWEST CORNER OF
 AH4338'BRIDGE NUMBER 19813 (SOUTHBOUND HIGHWAY 35E OVER HIGHWAY 11).
 AH4338
 AH4338                          STATION RECOVERY (2002)
 AH4338
 AH4338'RECOVERY NOTE BY US POWER SQUADRON 2002 (JRD)
 AH4338'RECOVERED IN GOOD CONDITION.
 AH4338
 AH4338                          STATION RECOVERY (2005)
 AH4338
 AH4338'RECOVERY NOTE BY US POWER SQUADRON 2005 (ATD)
 AH4338'RECOVERED IN GOOD CONDITION.
 AH4338
 AH4338                          STATION RECOVERY (2007)
 AH4338
 AH4338'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (PJG)
 AH4338'THE MARK IS LOCATED ABOUT 9.7 MI (15.6 KM) NORTH-NORTHWEST OF
 AH4338'FARMINGTON, 9.1 MI (14.6 KM) EAST-NORTHEAST OF PRIOR LAKE AND 6.2 MI
 AH4338'(10.0 KM) SOUTH-SOUTHEAST OF BLOOMINGTON.
 AH4338'
 AH4338'TO REACH TO THE MARK AT BURNSVILLE, IN THE TOP OF RAILING AT SOUTHWEST
 AH4338'CORNER OF SOUTHBOUND INTERSTATE HIGHWAY 35E BRIDGE 19813 OVER COUNTY
 AH4338'ROAD 11, GO 20.0 FT (6.1 M) SOUTH OF INTERSTATE HIGHWAY 35E, 1.0 FT
 AH4338'(0.3 M) EAST OF THE SOUTHWEST CORNER OF RAILING.
 AH4338
 AH4338                          STATION RECOVERY (2014)
 AH4338
 AH4338'RECOVERY NOTE BY MN DEPT OF TRANSP 2014 (DAS)
 AH4338'IN BURNSVILLE, IN THE TOP OF RAILING AT SOUTHWEST CORNER OF SOUTHBOUND
 AH4338'INTERSTATE HIGHWAY 35 EAST BRIDGE 19813 OVER COUNTY ROAD 11, 20.0 FT
 AH4338'(6.1 M) SOUTH OF INTERSTATE HIGHWAY 35 EAST, 1.0 FT (0.3 M) EAST OF
 AH4338'THE SOUTHWEST CORNER OF RAILING.
 AH4338
 AH4338                          STATION RECOVERY (2023)
 AH4338
 AH4338'RECOVERY NOTE BY MN DEPT OF TRANSP 2023 (MJS)
 AH4338'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 AH4337 ***********************************************************************
 AH4337  DESIGNATION -  1982 AJ
 AH4337  PID         -  AH4337
 AH4337  STATE/COUNTY-  MN/DAKOTA
 AH4337  COUNTRY     -  US
 AH4337  USGS QUAD   -  SAINT PAUL SW (2019)
 AH4337
 AH4337                         *CURRENT SURVEY CONTROL
 AH4337  ______________________________________________________________________
 AH4337* NAD 83(1986) POSITION- 44 45 31.93   (N) 093 14 54.20   (W)   HD_HELD1
 AH4337* NAVD 88 ORTHO HEIGHT -   309.774 (meters)     1016.32  (feet) ADJUSTED
 AH4337  ______________________________________________________________________
 AH4337  GEOID HEIGHT    -        -27.353 (meters)                     GEOID18
 AH4337  DYNAMIC HEIGHT  -        309.759 (meters)     1016.27  (feet) COMP
 AH4337  MODELED GRAVITY -    980,559.7   (mgal)                       NAVD 88
 AH4337
 AH4337  VERT ORDER      -  SECOND    CLASS I
 AH4337
 AH4337.The horizontal coordinates were determined by differentially corrected
 AH4337.hand held GPS observations or other comparable positioning techniques
 AH4337.and have an estimated accuracy of +/- 3 meters.
 AH4337
 AH4337.The orthometric height was determined by differential leveling and
 AH4337.adjusted by the NATIONAL GEODETIC SURVEY
 AH4337.in June 2000.
 AH4337
 AH4337.Significant digits in the geoid height do not necessarily reflect accuracy.
 AH4337.GEOID18 height accuracy estimate available here.
 AH4337
 AH4337.Click photographs - Photos may exist for this station.
 AH4337
 AH4337.The dynamic height is computed by dividing the NAVD 88
 AH4337.geopotential number by the normal gravity value computed on the
 AH4337.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH4337.degrees latitude (g = 980.6199 gals.).
 AH4337
 AH4337.The modeled gravity was interpolated from observed gravity values.
 AH4337
 AH4337;                    North         East    Units  Estimated Accuracy
 AH4337;SPC MN S     -   295,705.1     859,505.3     MT  (+/- 3 meters HH1 GPS) 
 AH4337
 AH4337_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK8034156194(NAD 83)
 AH4337
 AH4337                          SUPERSEDED SURVEY CONTROL
 AH4337
 AH4337.No superseded survey control is available for this station.
 AH4337
 AH4337_MARKER: DV = VERTICAL CONTROL DISK
 AH4337_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AH4337_SP_SET: BRIDGE RAILING
 AH4337_STAMPING: 1982 AJ 1981
 AH4337_MARK LOGO: MNHD
 AH4337_PROJECTION: FLUSH
 AH4337_MAGNETIC: N = NO MAGNETIC MATERIAL
 AH4337_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AH4337_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AH4337+SATELLITE: SATELLITE OBSERVATIONS - July 18, 2023
 AH4337
 AH4337  HISTORY     - Date     Condition        Report By
 AH4337  HISTORY     - 19810401 MONUMENTED       MNHD
 AH4337  HISTORY     - 20021201 GOOD             USPSQD
 AH4337  HISTORY     - 20051129 GOOD             USPSQD
 AH4337  HISTORY     - 20070618 GOOD             MNDT
 AH4337  HISTORY     - 20140610 GOOD             MNDT
 AH4337  HISTORY     - 20230718 GOOD             MNDT
 AH4337
 AH4337                          STATION DESCRIPTION
 AH4337
 AH4337'DESCRIBED BY MN HIGHWAY DEPT 1981 (OCO)
 AH4337'THE MARK IS LOCATED IN THE CITY OF BURNSVILLE, IN THE SOUTH BRIDGE AT
 AH4337'THE JUNCTION OF INTERSTATE HIGHWAY 35E AND COUNTY ROAD 11, AND IN THE
 AH4337'NW 1/4 OF SECTION 20, T115N, R20W.  THE MARK IS 26.0 FEET SOUTH -
 AH4337'SOUTHEAST OF THE CENTERLINE OF NORTHBOUND HIGHWAY 35E, 28.0 FEET NORTH
 AH4337'OF THE STEEL LEG OF A SIGN (ZOO - MINNESOTA ZOOLOGICAL GARDEN), AND
 AH4337'1.4 FEET NORTHEAST OF THE SOUTHWEST CORNER OF THE SOUTH RAILING OF THE
 AH4337'BRIDGE.  THE MARK, A STANDARD MNDT VERTICAL CONTROL MONUMENT DISK
 AH4337'STAMPED---1982 AJ 1981---, IS SET IN THE TOP OF THE RAILING AT THE
 AH4337'SOUTHWEST CORNER OF BRIDGE NUMBER 19814 (NORTHBOUND HIGHWAY 35E OVER
 AH4337'HIGHWAY 11).
 AH4337
 AH4337                          STATION RECOVERY (2002)
 AH4337
 AH4337'RECOVERY NOTE BY US POWER SQUADRON 2002 (JRD)
 AH4337'RECOVERED IN GOOD CONDITION.
 AH4337
 AH4337                          STATION RECOVERY (2005)
 AH4337
 AH4337'RECOVERY NOTE BY US POWER SQUADRON 2005 (ATD)
 AH4337'RECOVERED IN GOOD CONDITION.
 AH4337
 AH4337                          STATION RECOVERY (2007)
 AH4337
 AH4337'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (PJG)
 AH4337'THE MARK IS LOCATED ABOUT 9.7 MI (15.6 KM) NORTH-NORTHWEST OF
 AH4337'FARMINGTON, 9.1 MI (14.6 KM) EAST-NORTHEAST OF PRIOR LAKE AND 6.2 MI
 AH4337'(10.0 KM) SOUTH-SOUTHEAST OF BLOOMINGTON.
 AH4337'
 AH4337'TO REACH TO THE MARK AT BURNSVILLE, IN THE TOP OF RAILING AT SOUTHWEST
 AH4337'CORNER OF NORTHBOUND INTERSTATE HIGHWAY 35 BRIDGE 19814 OVER COUNTY
 AH4337'ROAD 11, GO 26.0 FT (7.9 M) SOUTH-SOUTHEAST OF NORTHBOUND INTERSTATE
 AH4337'HIGHWAY 35E, 28.0 FT (8.5 M) NORTH OF STEEL LEG FOR MINNESOTA
 AH4337'ZOOLOGICAL GARDEN SIGN, 1.4 FT (0.4 M) NORTHEAST OF THE SOUTHWEST
 AH4337'CORNER OF RAILING.
 AH4337
 AH4337                          STATION RECOVERY (2014)
 AH4337
 AH4337'RECOVERY NOTE BY MN DEPT OF TRANSP 2014 (DAS)
 AH4337'IN BURNSVILLE, IN THE TOP OF RAILING AT SOUTHEAST CORNER OF NORTHBOUND
 AH4337'INTERSTATE HIGHWAY 35 BRIDGE 19814 OVER COUNTY ROAD 11, 26.0 FT (7.9
 AH4337'M) SOUTH-SOUTHEAST OF NORTHBOUND INTERSTATE HIGHWAY 35 EAST, 1.4 FT
 AH4337'(0.4 M) NORTHEAST OF THE SOUTHEAST CORNER OF RAILING.
 AH4337
 AH4337                          STATION RECOVERY (2023)
 AH4337
 AH4337'RECOVERY NOTE BY MN DEPT OF TRANSP 2023 (MJS)
 AH4337'THE SURVEY MARK HAS BEEN DEEMED UNSAFE DUE TO FALL RISK AND HAS BEEN
 AH4337'ABANDONED FOR MNDOT GEODETIC USE.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 AH4340 ***********************************************************************
 AH4340  DESIGNATION -  1982 AK
 AH4340  PID         -  AH4340
 AH4340  STATE/COUNTY-  MN/DAKOTA
 AH4340  COUNTRY     -  US
 AH4340  USGS QUAD   -  SAINT PAUL SW (2019)
 AH4340
 AH4340                         *CURRENT SURVEY CONTROL
 AH4340  ______________________________________________________________________
 AH4340* NAD 83(1986) POSITION- 44 45 33.44   (N) 093 14 51.24   (W)   HD_HELD1
 AH4340* NAVD 88 ORTHO HEIGHT -   310.139 (meters)     1017.51  (feet) ADJUSTED
 AH4340  ______________________________________________________________________
 AH4340  GEOID HEIGHT    -        -27.354 (meters)                     GEOID18
 AH4340  DYNAMIC HEIGHT  -        310.124 (meters)     1017.47  (feet) COMP
 AH4340  MODELED GRAVITY -    980,559.7   (mgal)                       NAVD 88
 AH4340
 AH4340  VERT ORDER      -  SECOND    CLASS I
 AH4340
 AH4340.The horizontal coordinates were determined by differentially corrected
 AH4340.hand held GPS observations or other comparable positioning techniques
 AH4340.and have an estimated accuracy of +/- 3 meters.
 AH4340
 AH4340.The orthometric height was determined by differential leveling and
 AH4340.adjusted by the NATIONAL GEODETIC SURVEY
 AH4340.in June 2000.
 AH4340
 AH4340.Significant digits in the geoid height do not necessarily reflect accuracy.
 AH4340.GEOID18 height accuracy estimate available here.
 AH4340
 AH4340.Click photographs - Photos may exist for this station.
 AH4340
 AH4340.The dynamic height is computed by dividing the NAVD 88
 AH4340.geopotential number by the normal gravity value computed on the
 AH4340.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH4340.degrees latitude (g = 980.6199 gals.).
 AH4340
 AH4340.The modeled gravity was interpolated from observed gravity values.
 AH4340
 AH4340;                    North         East    Units  Estimated Accuracy
 AH4340;SPC MN S     -   295,752.3     859,570.0     MT  (+/- 3 meters HH1 GPS) 
 AH4340
 AH4340_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK8040656240(NAD 83)
 AH4340
 AH4340                          SUPERSEDED SURVEY CONTROL
 AH4340
 AH4340.No superseded survey control is available for this station.
 AH4340
 AH4340_MARKER: DV = VERTICAL CONTROL DISK
 AH4340_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AH4340_SP_SET: BRIDGE RAILING
 AH4340_STAMPING: 1982 AK 1981
 AH4340_MARK LOGO: MNDT
 AH4340_PROJECTION: FLUSH
 AH4340_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AH4340_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AH4340_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AH4340+SATELLITE: SATELLITE OBSERVATIONS - July 18, 2023
 AH4340
 AH4340  HISTORY     - Date     Condition        Report By
 AH4340  HISTORY     - 19810401 MONUMENTED       MNDT
 AH4340  HISTORY     - 20021201 GOOD             USPSQD
 AH4340  HISTORY     - 20051129 GOOD             USPSQD
 AH4340  HISTORY     - 20070618 GOOD             MNDT
 AH4340  HISTORY     - 20140610 GOOD             MNDT
 AH4340  HISTORY     - 20230718 GOOD             MNDT
 AH4340
 AH4340                          STATION DESCRIPTION
 AH4340
 AH4340'DESCRIBED BY MN DEPT OF TRANSP 1981 (OCO)
 AH4340'THE MARK IS LOCATED IN THE CITY OF APPLE VALLEY, IN THE SOUTH BRIDGE
 AH4340'AT THE JUNCTION OF INTERSTATE HIGHWAY 35E AND COUNTY ROAD 11, AND IN
 AH4340'THE NE 1/4 OF SECTION 20, T115N, R20W.  THE MARK IS 25.0 FEET SOUTH -
 AH4340'SOUTHEAST OF THE CENTERLINE OF NORTHBOUND HIGHWAY 35E, 21.4 FEET WEST
 AH4340'OF THE NORTH STEEL LEG OF A SIGN (APPLE VALLEY), AND 0.8 FOOT
 AH4340'SOUTHWEST OF THE SOUTHEAST CORNER OF THE SOUTH RAILING OF THE BRIDGE.
 AH4340'THE MARK, A STANDARD MNDT VERTICAL CONTROL MONUMENT DISK
 AH4340'STAMPED---1982 AK 1981---, IS SET IN THE TOP OF THE RAILING AT THE
 AH4340'SOUTHEAST CORNER OF BRIDGE NUMBER 19814 (NORTHBOUND HIGHWAY 35E OVER
 AH4340'HIGHWAY 11).
 AH4340
 AH4340                          STATION RECOVERY (2002)
 AH4340
 AH4340'RECOVERY NOTE BY US POWER SQUADRON 2002 (JRD)
 AH4340'RECOVERED IN GOOD CONDITION.
 AH4340
 AH4340                          STATION RECOVERY (2005)
 AH4340
 AH4340'RECOVERY NOTE BY US POWER SQUADRON 2005 (ATD)
 AH4340'RECOVERED IN GOOD CONDITION.
 AH4340
 AH4340                          STATION RECOVERY (2007)
 AH4340
 AH4340'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (PJG)
 AH4340'THE MARK IS LOCATED ABOUT 9.7 MI (15.6 KM) NORTH-NORTHWEST OF
 AH4340'FARMINGTON, 9.2 MI (14.8 KM) EAST-NORTHEAST OF PRIOR LAKE AND 6.2 MI
 AH4340'(10.0 KM) SOUTH-SOUTHEAST OF BLOOMINGTON.
 AH4340'
 AH4340'TO REACH TO THE MARK IN APPLE VALLEY, AT THE JUNCTION OF INTERSTATE
 AH4340'HIGHWAY 35E AND COUNTY ROAD 11, IN RAILING AT SOUTHEAST CORNER OF
 AH4340'NORTHBOUND INTERSTATE HIGHWAY 35E BRIDGE 19814 OVER COUNTY ROAD 11, GO
 AH4340'25 FT (7.6 M) SOUTH-SOUTHEAST OF NORTHBOUND INTERSTATE HIGHWAY 35E,
 AH4340'21.4 FT (6.5 M) WEST OF NORTH LEG OF APPLE VALLEY SIGN, 0.8 FT (0.2 M)
 AH4340'SOUTHWEST OF THE SOUTHEAST CORNER OF SOUTH BRIDGE RAILING.
 AH4340
 AH4340                          STATION RECOVERY (2014)
 AH4340
 AH4340'RECOVERY NOTE BY MN DEPT OF TRANSP 2014 (DAS)
 AH4340'IN APPLE VALLEY, AT THE JUNCTION OF INTERSTATE HIGHWAY 35E AND COUNTY
 AH4340'ROAD 11, IN RAILING AT NORTHEAST CORNER OF NORTHBOUND INTERSTATE
 AH4340'HIGHWAY 35 EAST BRIDGE 19814 OVER COUNTY ROAD 11, 25 FT (7.6 M)
 AH4340'SOUTH-SOUTHEAST OF NORTHBOUND INTERSTATE HIGHWAY 35 EAST, 21.4 FT (6.5
 AH4340'M) WEST OF NORTH LEG OF APPLE VALLEY SIGN, 0.8 FT (24 CM) SOUTHWEST OF
 AH4340'SOUTH OF NORTHERLY EDGE OF BRIDGE RAILING.
 AH4340
 AH4340                          STATION RECOVERY (2023)
 AH4340
 AH4340'RECOVERY NOTE BY MN DEPT OF TRANSP 2023 (MJS)
 AH4340'THE SURVEY MARK HAS BEEN DEEMED UNSAFE DUE TO FALL RISK AND HAS BEEN
 AH4340'ABANDONED FOR MNDOT GEODETIC USE.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 AH4339 ***********************************************************************
 AH4339  DESIGNATION -  1982 AL
 AH4339  PID         -  AH4339
 AH4339  STATE/COUNTY-  MN/DAKOTA
 AH4339  COUNTRY     -  US
 AH4339  USGS QUAD   -  SAINT PAUL SW (2019)
 AH4339
 AH4339                         *CURRENT SURVEY CONTROL
 AH4339  ______________________________________________________________________
 AH4339* NAD 83(1986) POSITION- 44 45 34.62   (N) 093 14 51.09   (W)   HD_HELD1
 AH4339* NAVD 88 ORTHO HEIGHT -   310.145 (meters)     1017.53  (feet) ADJUSTED
 AH4339  ______________________________________________________________________
 AH4339  GEOID HEIGHT    -        -27.353 (meters)                     GEOID18
 AH4339  DYNAMIC HEIGHT  -        310.131 (meters)     1017.49  (feet) COMP
 AH4339  MODELED GRAVITY -    980,560.1   (mgal)                       NAVD 88
 AH4339
 AH4339  VERT ORDER      -  SECOND    CLASS I
 AH4339
 AH4339.The horizontal coordinates were determined by differentially corrected
 AH4339.hand held GPS observations or other comparable positioning techniques
 AH4339.and have an estimated accuracy of +/- 3 meters.
 AH4339
 AH4339.The orthometric height was determined by differential leveling and
 AH4339.adjusted by the NATIONAL GEODETIC SURVEY
 AH4339.in June 2000.
 AH4339
 AH4339.Significant digits in the geoid height do not necessarily reflect accuracy.
 AH4339.GEOID18 height accuracy estimate available here.
 AH4339
 AH4339.Click photographs - Photos may exist for this station.
 AH4339
 AH4339.The dynamic height is computed by dividing the NAVD 88
 AH4339.geopotential number by the normal gravity value computed on the
 AH4339.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH4339.degrees latitude (g = 980.6199 gals.).
 AH4339
 AH4339.The modeled gravity was interpolated from observed gravity values.
 AH4339
 AH4339;                    North         East    Units  Estimated Accuracy
 AH4339;SPC MN S     -   295,788.8     859,572.9     MT  (+/- 3 meters HH1 GPS) 
 AH4339
 AH4339_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK8040956277(NAD 83)
 AH4339
 AH4339                          SUPERSEDED SURVEY CONTROL
 AH4339
 AH4339.No superseded survey control is available for this station.
 AH4339
 AH4339_MARKER: DV = VERTICAL CONTROL DISK
 AH4339_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AH4339_SP_SET: BRIDGE RAILING
 AH4339_STAMPING: 1982 AL 1981
 AH4339_MARK LOGO: MNHD
 AH4339_PROJECTION: FLUSH
 AH4339_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AH4339_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AH4339_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AH4339+SATELLITE: SATELLITE OBSERVATIONS - July 18, 2023
 AH4339
 AH4339  HISTORY     - Date     Condition        Report By
 AH4339  HISTORY     - 19810401 MONUMENTED       MNHD
 AH4339  HISTORY     - 20021201 GOOD             USPSQD
 AH4339  HISTORY     - 20051129 GOOD             USPSQD
 AH4339  HISTORY     - 20070618 GOOD             MNDT
 AH4339  HISTORY     - 20140610 GOOD             MNDT
 AH4339  HISTORY     - 20230718 GOOD             MNDT
 AH4339
 AH4339                          STATION DESCRIPTION
 AH4339
 AH4339'DESCRIBED BY MN HIGHWAY DEPT 1981 (OCO)
 AH4339'THE MARK IS LOCATED IN THE CITY OF APPLE VALLEY, IN THE NORTH BRIDGE
 AH4339'AT THE JUNCTION OF INTERSTATE HIGHWAY 35E AND COUNTY ROAD 11, AND IN
 AH4339'THE NE 1/4 OF SECTION 20, T115N, R20W.  THE MARK IS 18.5 FEET SOUTH OF
 AH4339'THE CENTERLINE OF SOUTHBOUND HIGHWAY 35E, AND 1.2 FEET WEST OF THE
 AH4339'SOUTHEAST CORNER OF THE SOUTH RAILING OF THE BRIDGE.  THE MARK, A
 AH4339'STANDARD MNDT VERTICAL CONTROL MONUMENT DISK STAMPED---1982 AL
 AH4339'1981---, IS SET IN THE TOP OF THE RAILING AT THE SOUTHEAST CORNER OF
 AH4339'BRIDGE NUMBER 19813 (SOUTHBOUND HIGHWAY 35E OVER HIGHWAY 11).
 AH4339
 AH4339                          STATION RECOVERY (2002)
 AH4339
 AH4339'RECOVERY NOTE BY US POWER SQUADRON 2002 (JRD)
 AH4339'RECOVERED IN GOOD CONDITION.
 AH4339
 AH4339                          STATION RECOVERY (2005)
 AH4339
 AH4339'RECOVERY NOTE BY US POWER SQUADRON 2005 (ATD)
 AH4339'RECOVERED IN GOOD CONDITION.
 AH4339
 AH4339                          STATION RECOVERY (2007)
 AH4339
 AH4339'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (PJG)
 AH4339'THE MARK IS LOCATED ABOUT 9.7 MI (15.6 KM) NORTH-NORTHWEST OF
 AH4339'FARMINGTON, 9.2 MI (14.8 KM) EAST-NORTHEAST OF PRIOR LAKE AND 6.1 MI
 AH4339'(9.8 KM) SOUTH-SOUTHEAST OF BLOOMINGTON.
 AH4339'
 AH4339'TO REACH TO THE MARK AT APPLE VALLEY, IN THE TOP OF RAILING AT
 AH4339'SOUTHEAST CORNER OF SOUTHBOUND INTERSTATE HIGHWAY 35E BRIDGE 19813
 AH4339'OVER COUNTY ROAD 11, GO 18.5 FT (5.6 M) SOUTH OF INTERSTATE HIGHWAY
 AH4339'35E, 1.2 FT (0.4 M) WEST OF THE SOUTHEAST CORNER OF SOUTH RAILING OF
 AH4339'BRIDGE.
 AH4339
 AH4339                          STATION RECOVERY (2014)
 AH4339
 AH4339'RECOVERY NOTE BY MN DEPT OF TRANSP 2014 (DAS)
 AH4339'IN APPLE VALLEY, IN THE TOP OF RAILING AT SOUTHEAST CORNER OF
 AH4339'SOUTHBOUND INTERSTATE HIGHWAY 35 EAST BRIDGE 19813 OVER COUNTY ROAD
 AH4339'11, 18.5 FT (5.6 M) SOUTH OF INTERSTATE HIGHWAY 35 EAST, 1.2 FT (0.4
 AH4339'M) WEST OF THE SOUTHEAST CORNER OF SOUTH RAILING OF BRIDGE.
 AH4339
 AH4339                          STATION RECOVERY (2023)
 AH4339
 AH4339'RECOVERY NOTE BY MN DEPT OF TRANSP 2023 (MJS)
 AH4339'THE SURVEY MARK HAS BEEN DEEMED UNSAFE DUE TO FALL RISK AND HAS BEEN
 AH4339'ABANDONED FOR MNDOT GEODETIC USE.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 AH4343 ***********************************************************************
 AH4343  DESIGNATION -  1982 AN
 AH4343  PID         -  AH4343
 AH4343  STATE/COUNTY-  MN/DAKOTA
 AH4343  COUNTRY     -  US
 AH4343  USGS QUAD   -  SAINT PAUL SW (2019)
 AH4343
 AH4343                         *CURRENT SURVEY CONTROL
 AH4343  ______________________________________________________________________
 AH4343* NAD 83(1986) POSITION- 44 46 38.9    (N) 093 13 02.1    (W)   HD_HELD2
 AH4343* NAVD 88 ORTHO HEIGHT -   310.439 (meters)     1018.50  (feet) ADJUSTED
 AH4343  ______________________________________________________________________
 AH4343  GEOID HEIGHT    -        -27.392 (meters)                     GEOID18
 AH4343  DYNAMIC HEIGHT  -        310.425 (meters)     1018.45  (feet) COMP
 AH4343  MODELED GRAVITY -    980,560.6   (mgal)                       NAVD 88
 AH4343
 AH4343  VERT ORDER      -  SECOND    CLASS I
 AH4343
 AH4343.The horizontal coordinates were established by autonomous hand held GPS
 AH4343.observations and have an estimated accuracy of +/- 10 meters.
 AH4343
 AH4343.The orthometric height was determined by differential leveling and
 AH4343.adjusted by the NATIONAL GEODETIC SURVEY
 AH4343.in June 2000.
 AH4343
 AH4343.Significant digits in the geoid height do not necessarily reflect accuracy.
 AH4343.GEOID18 height accuracy estimate available here.
 AH4343
 AH4343.Click photographs - Photos may exist for this station.
 AH4343
 AH4343.The dynamic height is computed by dividing the NAVD 88
 AH4343.geopotential number by the normal gravity value computed on the
 AH4343.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH4343.degrees latitude (g = 980.6199 gals.).
 AH4343
 AH4343.The modeled gravity was interpolated from observed gravity values.
 AH4343
 AH4343;                    North         East    Units  Estimated Accuracy
 AH4343;SPC MN S     -   297,795.      861,951.      MT  (+/- 10 meters HH2 GPS)
 AH4343
 AH4343_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK8281158253(NAD 83)
 AH4343
 AH4343                          SUPERSEDED SURVEY CONTROL
 AH4343
 AH4343.No superseded survey control is available for this station.
 AH4343
 AH4343_MARKER: DV = VERTICAL CONTROL DISK
 AH4343_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AH4343_SP_SET: BRIDGE RAILING
 AH4343_STAMPING: 1982 AN 1981
 AH4343_MARK LOGO: MNHD
 AH4343_PROJECTION: FLUSH
 AH4343_MAGNETIC: N = NO MAGNETIC MATERIAL
 AH4343_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AH4343_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AH4343+SATELLITE: SATELLITE OBSERVATIONS - July 13, 2023
 AH4343
 AH4343  HISTORY     - Date     Condition        Report By
 AH4343  HISTORY     - 19810401 MONUMENTED       MNHD
 AH4343  HISTORY     - 20040915 GOOD             USPSQD
 AH4343  HISTORY     - 20051129 GOOD             USPSQD
 AH4343  HISTORY     - 20070618 GOOD             MNDT
 AH4343  HISTORY     - 20140611 GOOD             MNDT
 AH4343  HISTORY     - 20230713 GOOD             MNDT
 AH4343
 AH4343                          STATION DESCRIPTION
 AH4343
 AH4343'DESCRIBED BY MN HIGHWAY DEPT 1981 (OCO)
 AH4343'THE MARK IS LOCATED IN THE CITY OF EAGAN AT THE SOUTHBOUND TRUNK
 AH4343'HIGHWAY 77 (CEDAR AVENUE) BRIDGE OVER INTERSTATE HIGHWAY 35E, AND AND
 AH4343'IN THE SW 1/4 OF SECTION 31, T27N, R23W.  THE MARK IS 31.0 FEET EAST
 AH4343'OF THE CENTERLINE OF SOUTHBOUND HIGHWAY 77, 29.4 FEET NORTH OF THE
 AH4343'SOUTH END OF THE EAST BRIDGE RAILING, AND 111.2 FEET NORTH - NORTHWEST
 AH4343'OF THE CENTER OF A LARGE STEEL OVERHEAD SIGN POST.  THE MARK, A
 AH4343'STANDARD MNDT VERTICAL CONTROL MONUMENT DISK STAMPED---1982 AN
 AH4343'1981---, IS SET IN THE TOP OF THE RAILING AT THE SOUTHEAST CORNER OF
 AH4343'THE BRIDGE (NUMBERED 19859).
 AH4343
 AH4343                          STATION RECOVERY (2004)
 AH4343
 AH4343'RECOVERY NOTE BY US POWER SQUADRON 2004 (JRD)
 AH4343'RECOVERED IN GOOD CONDITION AS DESCRIBED. SPSPS JRD.
 AH4343
 AH4343                          STATION RECOVERY (2005)
 AH4343
 AH4343'RECOVERY NOTE BY US POWER SQUADRON 2005 (ATD)
 AH4343'RECOVERED IN GOOD CONDITION.
 AH4343
 AH4343                          STATION RECOVERY (2007)
 AH4343
 AH4343'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (PJG)
 AH4343'THE MARK IS LOCATED ABOUT 9.9 MI (15.9 KM) WEST-NORTHWEST OF COATES,
 AH4343'9.9 MI (15.9 KM) WEST-SOUTHWEST OF INVER GROVE HEIGHTS AND 5.9 MI (9.5
 AH4343'KM) SOUTHEAST OF BLOOMINGTON.
 AH4343'
 AH4343'TO REACH TO THE MARK AT EAGAN, IN THE TOP OF RAILING AT SOUTHEAST
 AH4343'CORNER OF SOUTH BOUND TRUNK HIGHWAY 77 BRIDGE 19859 OVER INTERSTATE
 AH4343'HIGHWAY 35E, GO 31 FT (9.4 M) EAST OF SOUTH BOUND TRUNK HIGHWAY 77,
 AH4343'29.4 FT (9.0 M) NORTH OF SOUTH END OF EAST BRIDGE RAILING, 120.0 FT
 AH4343'(36.6 M) NORTH-NORTHWEST OF LARGE STEEL OVERHEAD SIGN POS.
 AH4343
 AH4343                          STATION RECOVERY (2014)
 AH4343
 AH4343'RECOVERY NOTE BY MN DEPT OF TRANSP 2014 (DAS)
 AH4343'IN EAGAN, IN THE TOP OF RAILING AT SOUTHEAST CORNER OF SOUTHBOUND
 AH4343'TRUNK HIGHWAY 77 BRIDGE 19859 OVER INTERSTATE HIGHWAY 35 EAST, 120.0
 AH4343'FT (36.6 M) NORTH-NORTHWEST OF LARGE STEEL OVERHEAD SIGN POST, 31 FT
 AH4343'(9.4 M) EAST OF SOUTHBOUND TRUNK HIGHWAY 77, 29.4 FT (9.0 M) NORTH OF
 AH4343'SOUTH END OF EAST BRIDGE RAILING.
 AH4343
 AH4343                          STATION RECOVERY (2023)
 AH4343
 AH4343'RECOVERY NOTE BY MN DEPT OF TRANSP 2023 (MJS)
 AH4343'THE SURVEY MARK HAS BEEN DEEMED UNSAFE DUE TO FALL RISK AND HAS BEEN
 AH4343'ABANDONED FOR MNDOT GEODETIC USE.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 AH4344 ***********************************************************************
 AH4344  DESIGNATION -  1982 AP
 AH4344  PID         -  AH4344
 AH4344  STATE/COUNTY-  MN/DAKOTA
 AH4344  COUNTRY     -  US
 AH4344  USGS QUAD   -  SAINT PAUL SW (2019)
 AH4344
 AH4344                         *CURRENT SURVEY CONTROL
 AH4344  ______________________________________________________________________
 AH4344* NAD 83(1986) POSITION- 44 46 39.65   (N) 093 13 00.68   (W)   HD_HELD1
 AH4344* NAVD 88 ORTHO HEIGHT -   309.934 (meters)     1016.84  (feet) ADJUSTED
 AH4344  ______________________________________________________________________
 AH4344  GEOID HEIGHT    -        -27.392 (meters)                     GEOID18
 AH4344  DYNAMIC HEIGHT  -        309.920 (meters)     1016.80  (feet) COMP
 AH4344  MODELED GRAVITY -    980,560.5   (mgal)                       NAVD 88
 AH4344
 AH4344  VERT ORDER      -  SECOND    CLASS I
 AH4344
 AH4344.The horizontal coordinates were determined by differentially corrected
 AH4344.hand held GPS observations or other comparable positioning techniques
 AH4344.and have an estimated accuracy of +/- 3 meters.
 AH4344
 AH4344.The orthometric height was determined by differential leveling and
 AH4344.adjusted by the NATIONAL GEODETIC SURVEY
 AH4344.in June 2000.
 AH4344
 AH4344.Significant digits in the geoid height do not necessarily reflect accuracy.
 AH4344.GEOID18 height accuracy estimate available here.
 AH4344
 AH4344.Click photographs - Photos may exist for this station.
 AH4344
 AH4344.The dynamic height is computed by dividing the NAVD 88
 AH4344.geopotential number by the normal gravity value computed on the
 AH4344.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH4344.degrees latitude (g = 980.6199 gals.).
 AH4344
 AH4344.The modeled gravity was interpolated from observed gravity values.
 AH4344
 AH4344;                    North         East    Units  Estimated Accuracy
 AH4344;SPC MN S     -   297,818.8     861,981.7     MT  (+/- 3 meters HH1 GPS) 
 AH4344
 AH4344_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK8284258276(NAD 83)
 AH4344
 AH4344                          SUPERSEDED SURVEY CONTROL
 AH4344
 AH4344.No superseded survey control is available for this station.
 AH4344
 AH4344_MARKER: DV = VERTICAL CONTROL DISK
 AH4344_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AH4344_SP_SET: BRIDGE RAILING
 AH4344_STAMPING: 1982 AP 1981
 AH4344_MARK LOGO: MNHD
 AH4344_PROJECTION: FLUSH
 AH4344_MAGNETIC: N = NO MAGNETIC MATERIAL
 AH4344_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AH4344_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AH4344+SATELLITE: SATELLITE OBSERVATIONS - July 13, 2023
 AH4344
 AH4344  HISTORY     - Date     Condition        Report By
 AH4344  HISTORY     - 19810401 MONUMENTED       MNHD
 AH4344  HISTORY     - 20021012 GOOD             USPSQD
 AH4344  HISTORY     - 20040915 GOOD             USPSQD
 AH4344  HISTORY     - 20051129 GOOD             USPSQD
 AH4344  HISTORY     - 20070618 GOOD             MNDT
 AH4344  HISTORY     - 20140611 GOOD             MNDT
 AH4344  HISTORY     - 20171016 GOOD             MNDT
 AH4344  HISTORY     - 20230713 GOOD             MNDT
 AH4344
 AH4344                          STATION DESCRIPTION
 AH4344
 AH4344'DESCRIBED BY MN HIGHWAY DEPT 1981 (OCO)
 AH4344'THE MARK IS LOCATED IN THE CITY OF EAGAN AT THE NORTHBOUND TRUNK
 AH4344'HIGHWAY 77 (CEDAR AVENUE) BRIDGE OVER INTERSTATE HIGHWAY 35E, AND AND
 AH4344'IN THE SE 1/4 OF SECTION 31, T27N, R23W.  THE MARK IS 18.0 FEET EAST
 AH4344'OF THE CENTERLINE OF NORTHBOUND HIGHWAY 35E LOOP TO HIGHWAY 77, 26.5
 AH4344'FEET NORTH OF THE SOUTH END OF THE EAST BRIDGE RAILING, AND 10.5 FEET
 AH4344'SOUTH OF A LIGHT STANDARD (NUMBERED E1J-AR52).  THE MARK, A STANDARD
 AH4344'MNDT VERTICAL CONTROL MONUMENT DISK STAMPED---1982 AP 1981---, IS SET
 AH4344'IN THE TOP OF THE RAILING AT THE SOUTHEAST CORNER OF THE BRIDGE
 AH4344'(NUMBERED 19860).
 AH4344
 AH4344                          STATION RECOVERY (2002)
 AH4344
 AH4344'RECOVERY NOTE BY US POWER SQUADRON 2002
 AH4344'RECOVERED IN GOOD CONDITION.
 AH4344
 AH4344                          STATION RECOVERY (2004)
 AH4344
 AH4344'RECOVERY NOTE BY US POWER SQUADRON 2004 (JRD)
 AH4344'RECOVERED IN GOOD CONDITION AS DESCRIBED. SPSPS JRD.
 AH4344
 AH4344                          STATION RECOVERY (2005)
 AH4344
 AH4344'RECOVERY NOTE BY US POWER SQUADRON 2005 (ATD)
 AH4344'RECOVERED IN GOOD CONDITION.
 AH4344
 AH4344                          STATION RECOVERY (2007)
 AH4344
 AH4344'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (PJG)
 AH4344'THE MARK IS LOCATED ABOUT 9.9 MI (15.9 KM) WEST-NORTHWEST OF COATES,
 AH4344'9.8 MI (15.8 KM) WEST-SOUTHWEST OF INVER GROVE HEIGHTS AND 5.9 MI (9.5
 AH4344'KM) SOUTHEAST OF BLOOMINGTON.
 AH4344'
 AH4344'TO REACH TO THE MARK AT EAGAN, IN THE TOP OF RAILING ON NORTHBOUND
 AH4344'TRUNK HIGHWAY 77 BRIDGE 19860 OVER INTERSTATE HIGHWAY 35E, GO 18 FT
 AH4344'(5.5 M) EAST OF NORTHBOUND LOOP TO TRUNK HIGHWAY 77, 26.5 FT (8.1 M)
 AH4344'NORTH OF SOUTH END OF EAST BRIDGE RAILING, 10.5 FT (3.2 M) SOUTH OF
 AH4344'LIGHT STANDARD E1J-AR52.
 AH4344
 AH4344                          STATION RECOVERY (2014)
 AH4344
 AH4344'RECOVERY NOTE BY MN DEPT OF TRANSP 2014 (DAS)
 AH4344'IN EAGAN, IN THE TOP OF RAILING ON NORTHBOUND TRUNK HIGHWAY 77 BRIDGE
 AH4344'19860 OVER INTERSTATE HIGHWAY 35 EAST, 18 FT (5.5 M) EAST OF
 AH4344'NORTHBOUND LOOP TO TRUNK HIGHWAY 77, 26.5 FT (8.1 M) NORTH OF SOUTH
 AH4344'END OF EAST BRIDGE RAILING, 10.5 FT (3.2 M) SOUTH OF LIGHT STANDARD
 AH4344'E1J-AR52.
 AH4344
 AH4344                          STATION RECOVERY (2017)
 AH4344
 AH4344'RECOVERY NOTE BY MN DEPT OF TRANSP 2017 (MPP)
 AH4344'RECOVERED IN GOOD CONDITION.
 AH4344
 AH4344                          STATION RECOVERY (2023)
 AH4344
 AH4344'RECOVERY NOTE BY MN DEPT OF TRANSP 2023 (MJS)
 AH4344'THE SURVEY MARK HAS BEEN DEEMED UNSAFE DUE TO FALL RISK AND HAS BEEN
 AH4344'ABANDONED FOR MNDOT GEODETIC USE.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 AH4345 ***********************************************************************
 AH4345  DESIGNATION -  1982 AQ
 AH4345  PID         -  AH4345
 AH4345  STATE/COUNTY-  MN/DAKOTA
 AH4345  COUNTRY     -  US
 AH4345  USGS QUAD   -  SAINT PAUL SW (2019)
 AH4345
 AH4345                         *CURRENT SURVEY CONTROL
 AH4345  ______________________________________________________________________
 AH4345* NAD 83(1986) POSITION- 44 46 45.04   (N) 093 13 02.18   (W)   HD_HELD1
 AH4345* NAVD 88 ORTHO HEIGHT -   306.918 (meters)     1006.95  (feet) ADJUSTED
 AH4345  ______________________________________________________________________
 AH4345  GEOID HEIGHT    -        -27.388 (meters)                     GEOID18
 AH4345  DYNAMIC HEIGHT  -        306.903 (meters)     1006.90  (feet) COMP
 AH4345  MODELED GRAVITY -    980,560.6   (mgal)                       NAVD 88
 AH4345
 AH4345  VERT ORDER      -  SECOND    CLASS I
 AH4345
 AH4345.The horizontal coordinates were determined by differentially corrected
 AH4345.hand held GPS observations or other comparable positioning techniques
 AH4345.and have an estimated accuracy of +/- 3 meters.
 AH4345
 AH4345.The orthometric height was determined by differential leveling and
 AH4345.adjusted by the NATIONAL GEODETIC SURVEY
 AH4345.in June 2000.
 AH4345
 AH4345.Significant digits in the geoid height do not necessarily reflect accuracy.
 AH4345.GEOID18 height accuracy estimate available here.
 AH4345
 AH4345.Click photographs - Photos may exist for this station.
 AH4345
 AH4345.The dynamic height is computed by dividing the NAVD 88
 AH4345.geopotential number by the normal gravity value computed on the
 AH4345.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH4345.degrees latitude (g = 980.6199 gals.).
 AH4345
 AH4345.The modeled gravity was interpolated from observed gravity values.
 AH4345
 AH4345;                    North         East    Units  Estimated Accuracy
 AH4345;SPC MN S     -   297,984.8     861,947.2     MT  (+/- 3 meters HH1 GPS) 
 AH4345
 AH4345_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK8280958443(NAD 83)
 AH4345
 AH4345                          SUPERSEDED SURVEY CONTROL
 AH4345
 AH4345.No superseded survey control is available for this station.
 AH4345
 AH4345_MARKER: DV = VERTICAL CONTROL DISK
 AH4345_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AH4345_SP_SET: BRIDGE RAILING
 AH4345_STAMPING: 1982 AQ 1981
 AH4345_MARK LOGO: MNHD
 AH4345_PROJECTION: FLUSH
 AH4345_MAGNETIC: N = NO MAGNETIC MATERIAL
 AH4345_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AH4345_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AH4345+SATELLITE: SATELLITE OBSERVATIONS - July 13, 2023
 AH4345
 AH4345  HISTORY     - Date     Condition        Report By
 AH4345  HISTORY     - 19810401 MONUMENTED       MNHD
 AH4345  HISTORY     - 20040915 GOOD             USPSQD
 AH4345  HISTORY     - 20051129 GOOD             USPSQD
 AH4345  HISTORY     - 20070618 GOOD             MNDT
 AH4345  HISTORY     - 20140611 GOOD             MNDT
 AH4345  HISTORY     - 20171016 GOOD             MNDT
 AH4345  HISTORY     - 20230713 GOOD             MNDT
 AH4345
 AH4345                          STATION DESCRIPTION
 AH4345
 AH4345'DESCRIBED BY MN HIGHWAY DEPT 1981 (OCO)
 AH4345'THE MARK IS LOCATED IN THE CITY OF EAGAN, AT THE JUNCTION OF
 AH4345'INTERSTATE HIGHWAY 35E AND TRUNK HIGHWAY 77, AND IN THE SE 1/4 OF
 AH4345'SECTION 31, T27N, R23W.  THE MARK, A STANDARD MNDT VERTICAL CONTROL
 AH4345'MONUMENT DISK STAMPED---1982 AQ 1981---, IS SET IN THE TOP OF THE
 AH4345'RAILING AT THE NORTHWEST CORNER OF BRIDGE NUMBER 19859 (CARRYING
 AH4345'HIGHWAY 77 OVER HIGHWAY 35E).  THE MARK IS 25.0 FEET WEST OF THE
 AH4345'CENTERLINE OF NORTHBOUND HIGHWAY 77, AND 28.4 FEET SOUTH OF THE
 AH4345'NORTHWEST CORNER OF THE WEST BRIDGE RAILING.
 AH4345
 AH4345                          STATION RECOVERY (2004)
 AH4345
 AH4345'RECOVERY NOTE BY US POWER SQUADRON 2004 (JRD)
 AH4345'RECOVERED IN GOOD CONDITION AS DESCRIBED. SPSPS JRD.
 AH4345
 AH4345                          STATION RECOVERY (2005)
 AH4345
 AH4345'RECOVERY NOTE BY US POWER SQUADRON 2005 (ATD)
 AH4345'RECOVERED IN GOOD CONDITION.
 AH4345
 AH4345                          STATION RECOVERY (2007)
 AH4345
 AH4345'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (PJG)
 AH4345'THE MARK IS LOCATED ABOUT 10.0 MI (16.1 KM) WEST-NORTHWEST OF COATES,
 AH4345'9.8 MI (15.8 KM) WEST-SOUTHWEST OF INVER GROVE HEIGHTS AND 5.8 MI (9.3
 AH4345'KM) SOUTHEAST OF BLOOMINGTON.
 AH4345'
 AH4345'TO REACH TO THE MARK AT EAGAN, AT THE JUNCTION OF TRUNK HIGHWAY 77 AND
 AH4345'INTERSTATE HIGHWAY 35E, IN THE TOP OF RAILING AT NORTHWEST CORNER OF
 AH4345'TRUNK HIGHWAY 77 BRIDGE 19860 OVER INTERSTATE HIGHWAY 35E, 25 FT (7.6
 AH4345'M) WEST OF TRUNK HIGHWAY 77, 28.4 FT (8.7 M) SOUTH OF THE NORTHWEST
 AH4345'CORNER OF WEST BRIDGE RAILING.
 AH4345
 AH4345                          STATION RECOVERY (2014)
 AH4345
 AH4345'RECOVERY NOTE BY MN DEPT OF TRANSP 2014 (DAS)
 AH4345'IN EAGAN, IN THE TOP OF SOUTH RAILING ON NORTHBOUND TRUNK HIGHWAY 77
 AH4345'BRIDGE NUMBER 19860 OVER INTERSTATE 35E, 28.4 FT (8.7 M) SOUTH OF
 AH4345'NORTH END OF RAILING.
 AH4345
 AH4345                          STATION RECOVERY (2017)
 AH4345
 AH4345'RECOVERY NOTE BY MN DEPT OF TRANSP 2017 (MPP)
 AH4345'RECOVERED IN GOOD CONDITION.
 AH4345
 AH4345                          STATION RECOVERY (2023)
 AH4345
 AH4345'RECOVERY NOTE BY MN DEPT OF TRANSP 2023 (MJS)
 AH4345'THE SURVEY MARK HAS BEEN DEEMED UNSAFE DUE TO FALL RISK AND HAS BEEN
 AH4345'ABANDONED FOR MNDOT GEODETIC USE.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 AH4346 ***********************************************************************
 AH4346  DESIGNATION -  1982 AQ 1
 AH4346  PID         -  AH4346
 AH4346  STATE/COUNTY-  MN/DAKOTA
 AH4346  COUNTRY     -  US
 AH4346  USGS QUAD   -  SAINT PAUL SW (2019)
 AH4346
 AH4346                         *CURRENT SURVEY CONTROL
 AH4346  ______________________________________________________________________
 AH4346* NAD 83(1986) POSITION- 44 46 44.08   (N) 093 13 03.80   (W)   HD_HELD1
 AH4346* NAVD 88 ORTHO HEIGHT -   306.784 (meters)     1006.51  (feet) ADJUSTED
 AH4346  ______________________________________________________________________
 AH4346  GEOID HEIGHT    -        -27.387 (meters)                     GEOID18
 AH4346  DYNAMIC HEIGHT  -        306.769 (meters)     1006.46  (feet) COMP
 AH4346  MODELED GRAVITY -    980,560.6   (mgal)                       NAVD 88
 AH4346
 AH4346  VERT ORDER      -  SECOND    CLASS I
 AH4346
 AH4346.The horizontal coordinates were determined by differentially corrected
 AH4346.hand held GPS observations or other comparable positioning techniques
 AH4346.and have an estimated accuracy of +/- 3 meters.
 AH4346
 AH4346.The orthometric height was determined by differential leveling and
 AH4346.adjusted by the NATIONAL GEODETIC SURVEY
 AH4346.in June 2000.
 AH4346
 AH4346.Significant digits in the geoid height do not necessarily reflect accuracy.
 AH4346.GEOID18 height accuracy estimate available here.
 AH4346
 AH4346.Click photographs - Photos may exist for this station.
 AH4346
 AH4346.The dynamic height is computed by dividing the NAVD 88
 AH4346.geopotential number by the normal gravity value computed on the
 AH4346.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH4346.degrees latitude (g = 980.6199 gals.).
 AH4346
 AH4346.The modeled gravity was interpolated from observed gravity values.
 AH4346
 AH4346;                    North         East    Units  Estimated Accuracy
 AH4346;SPC MN S     -   297,954.8     861,911.8     MT  (+/- 3 meters HH1 GPS) 
 AH4346
 AH4346_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK8277458413(NAD 83)
 AH4346
 AH4346                          SUPERSEDED SURVEY CONTROL
 AH4346
 AH4346.No superseded survey control is available for this station.
 AH4346
 AH4346_MARKER: DV = VERTICAL CONTROL DISK
 AH4346_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AH4346_SP_SET: BRIDGE RAILING
 AH4346_STAMPING: 1982 AQ 1 1988
 AH4346_MARK LOGO: MNHD
 AH4346_PROJECTION: FLUSH
 AH4346_MAGNETIC: N = NO MAGNETIC MATERIAL
 AH4346_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AH4346_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AH4346+SATELLITE: SATELLITE OBSERVATIONS - July 13, 2023
 AH4346
 AH4346  HISTORY     - Date     Condition        Report By
 AH4346  HISTORY     - 19880401 MONUMENTED       MNHD
 AH4346  HISTORY     - 20040915 GOOD             USPSQD
 AH4346  HISTORY     - 20051129 GOOD             USPSQD
 AH4346  HISTORY     - 20070618 GOOD             MNDT
 AH4346  HISTORY     - 20140611 GOOD             MNDT
 AH4346  HISTORY     - 20230713 GOOD             MNDT
 AH4346
 AH4346                          STATION DESCRIPTION
 AH4346
 AH4346'DESCRIBED BY MN HIGHWAY DEPT 1988 (OCO)
 AH4346'THE MARK IS LOCATED IN THE CITY OF EAGAN, AT THE JUNCTION OF
 AH4346'INTERSTATE HIGHWAY 35E AND TRUNK HIGHWAY 77, AND IN THE SE 1/4 OF
 AH4346'SECTION 31, T27N, R23W.  THE MARK, A STANDARD MNDT VERTICAL CONTROL
 AH4346'MONUMENT DISK STAMPED---1982 AQ 1 1988---, IS SET IN THE TOP OF THE
 AH4346'RAILING AT THE NORTHWEST CORNER OF BRIDGE NUMBER 19860 (CARRYING
 AH4346'HIGHWAY 77 OVER HIGHWAY 35E).  THE MARK IS 18.0 FEET WEST OF THE
 AH4346'CENTER OF THE ENTRANCE RAMP TO SOUTHBOUND HIGHWAY 77, 49.5 FEET
 AH4346'SOUTH-SOUTHEAST OF A LIGHT STANDARD (NUMBER E1L-AR65), AND 26.0 FEET
 AH4346'SOUTH OF THE NORTHWEST CORNER OF THE WEST BRIDGE RAILING.
 AH4346
 AH4346                          STATION RECOVERY (2004)
 AH4346
 AH4346'RECOVERY NOTE BY US POWER SQUADRON 2004 (JRD)
 AH4346'RECOVERED IN GOOD CONDITION AS DESCRIBED. SPSPS JRD.
 AH4346
 AH4346                          STATION RECOVERY (2005)
 AH4346
 AH4346'RECOVERY NOTE BY US POWER SQUADRON 2005 (ATD)
 AH4346'RECOVERED IN GOOD CONDITION.
 AH4346
 AH4346                          STATION RECOVERY (2007)
 AH4346
 AH4346'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (VWC)
 AH4346'THE MARK IS LOCATED ABOUT 10.0 MI (16.1 KM) WEST-NORTHWEST OF COATES,
 AH4346'9.8 MI (15.8 KM) WEST-SOUTHWEST OF INVER GROVE HEIGHTS AND 5.8 MI (9.3
 AH4346'KM) SOUTHEAST OF BLOOMINGTON.
 AH4346'
 AH4346'TO REACH TO THE MARK AT EAGAN, AT THE JUNCTION OF TRUNK HIGHWAY 77 AND
 AH4346'INTERSTATE HIGHWAY 35E, IN THE TOP OF RAILING AT NORTHWEST CORNER OF
 AH4346'TRUNK HIGHWAY 77 BRIDGE 19859 OVER INTERSTATE HIGHWAY 35E, 18 FT (5.5
 AH4346'M) WEST OF ENTRANCE RAMP TO SOUTH BOUND TRUNK HIGHWAY 77, 49.5 FT
 AH4346'(15.1 M) SOUTH-SOUTHEAST OF LIGHT STANDARD E1L-AR65, 26 FT (7.9 M)
 AH4346'SOUTH OF THE NORTHWEST CORNER OF WEST BRIDGE RAILING.
 AH4346
 AH4346                          STATION RECOVERY (2014)
 AH4346
 AH4346'RECOVERY NOTE BY MN DEPT OF TRANSP 2014 (DAS)
 AH4346'IN EAGAN, AT THE JUNCTION OF TRUNK HIGHWAY 77 AND INTERSTATE HIGHWAY
 AH4346'35 EAST, IN THE TOP OF RAILING AT NORTHWEST CORNER OF SOUTHBOUND TRUNK
 AH4346'HIGHWAY 77 BRIDGE 19859 OVER INTERSTATE HIGHWAY 35 EAST, 18 FT (5.5 M)
 AH4346'WEST OF ENTRANCE RAMP TO SOUTHBOUND TRUNK HIGHWAY 77, 49.5 FT (15.1 M)
 AH4346'SOUTH-SOUTHEAST OF LIGHT STANDARD E1L-AR65, 26 FT (7.9 M) SOUTH OF THE
 AH4346'NORTHWEST CORNER OF WEST BRIDGE RAILING.
 AH4346
 AH4346                          STATION RECOVERY (2023)
 AH4346
 AH4346'RECOVERY NOTE BY MN DEPT OF TRANSP 2023 (MJS)
 AH4346'THE SURVEY MARK HAS BEEN DEEMED UNSAFE DUE TO FALL RISK AND HAS BEEN
 AH4346'ABANDONED FOR MNDOT GEODETIC USE.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 AH4358 ***********************************************************************
 AH4358  DESIGNATION -  1982 AS
 AH4358  PID         -  AH4358
 AH4358  STATE/COUNTY-  MN/DAKOTA
 AH4358  COUNTRY     -  US
 AH4358  USGS QUAD   -  SAINT PAUL SW (2019)
 AH4358
 AH4358                         *CURRENT SURVEY CONTROL
 AH4358  ______________________________________________________________________
 AH4358* NAD 83(1986) POSITION- 44 47 07.03   (N) 093 12 21.35   (W)   HD_HELD1
 AH4358* NAVD 88 ORTHO HEIGHT -   283.163 (meters)      929.01  (feet) ADJUSTED
 AH4358  ______________________________________________________________________
 AH4358  GEOID HEIGHT    -        -27.405 (meters)                     GEOID18
 AH4358  DYNAMIC HEIGHT  -        283.149 (meters)      928.96  (feet) COMP
 AH4358  MODELED GRAVITY -    980,561.1   (mgal)                       NAVD 88
 AH4358
 AH4358  VERT ORDER      -  SECOND    CLASS I
 AH4358
 AH4358.The horizontal coordinates were determined by differentially corrected
 AH4358.hand held GPS observations or other comparable positioning techniques
 AH4358.and have an estimated accuracy of +/- 3 meters.
 AH4358
 AH4358.The orthometric height was determined by differential leveling and
 AH4358.adjusted by the NATIONAL GEODETIC SURVEY
 AH4358.in June 2000.
 AH4358
 AH4358.Significant digits in the geoid height do not necessarily reflect accuracy.
 AH4358.GEOID18 height accuracy estimate available here.
 AH4358
 AH4358.Click photographs - Photos may exist for this station.
 AH4358
 AH4358.The dynamic height is computed by dividing the NAVD 88
 AH4358.geopotential number by the normal gravity value computed on the
 AH4358.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH4358.degrees latitude (g = 980.6199 gals.).
 AH4358
 AH4358.The modeled gravity was interpolated from observed gravity values.
 AH4358
 AH4358;                    North         East    Units  Estimated Accuracy
 AH4358;SPC MN S     -   298,672.2     862,838.1     MT  (+/- 3 meters HH1 GPS) 
 AH4358
 AH4358_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK8370959119(NAD 83)
 AH4358
 AH4358                          SUPERSEDED SURVEY CONTROL
 AH4358
 AH4358.No superseded survey control is available for this station.
 AH4358
 AH4358_MARKER: DV = VERTICAL CONTROL DISK
 AH4358_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 AH4358_STAMPING: 1982 AS 1988
 AH4358_MARK LOGO: MNHD
 AH4358_PROJECTION: RECESSED 15 CENTIMETERS
 AH4358_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AH4358_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AH4358_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH4358+SATELLITE: SATELLITE OBSERVATIONS - July 20, 2023
 AH4358
 AH4358  HISTORY     - Date     Condition        Report By
 AH4358  HISTORY     - 1988     MONUMENTED       MNDT
 AH4358  HISTORY     - 20070618 GOOD             MNDT
 AH4358  HISTORY     - 20140917 GOOD             MNDT
 AH4358  HISTORY     - 20230720 SEE DESCRIPTION  MNDT
 AH4358
 AH4358                          STATION DESCRIPTION
 AH4358
 AH4358'DESCRIBED BY MN DEPT OF TRANSP 1988 (OCO)
 AH4358'THE MARK IS LOCATED IN THE CITY OF EAGAN, 0.7 MILE NORTHEAST ALONG
 AH4358'INTERSTATE HIGHWAY 35E FROM ITS JUNCTION WITH TRUNK HIGHWAY 77 (CEDAR
 AH4358'AVENUE), OR 0.4 MILE SOUTHWEST FROM ITS JUNCTION WITH COUNTY ROAD 32
 AH4358'(CLIFF ROAD), AT MILEPOINT 93.35, AND IN THE NW 1/4 OF SECTION 32,
 AH4358'T27N, R23W.  THE MARK IS 180.0 FEET SOUTHEAST OF THE CENTERLINE OF
 AH4358'NORTHBOUND HIGHWAY 35E, 90.5 FEET SOUTHEAST OF A RIGHT - OF - WAY
 AH4358'FENCE, AND 0.8 FOOT NORTHWEST OF A STEEL WITNESS POST.  THE MARK, A
 AH4358'STANDARD MAGNETIC MNDT VERTICAL CONTROL MONUMENT DISK STAMPED---1982
 AH4358'AS 1988---, IS FORCED ONTO THE TOP OF A DRIVEN 3/4 INCH DIAMETER
 AH4358'ALUMINUM ALLOY ROD OF UNKNOWN LENGTH, AND IS FLUSH WITH THE GROUND.
 AH4358
 AH4358                          STATION RECOVERY (2007)
 AH4358
 AH4358'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (VWC)
 AH4358'THE MARK IS LOCATED ABOUT 9.7 MI (15.6 KM) WEST-NORTHWEST OF COATES,
 AH4358'9.1 MI (14.6 KM) WEST-SOUTHWEST OF INVER GROVE HEIGHTS AND 5.9 MI (9.5
 AH4358'KM) SOUTHEAST OF BLOOMINGTON.
 AH4358'
 AH4358'TO REACH TO THE MARK AT EAGAN, GO 0.7 MI (1.1 KM) NORTHEAST OF THE
 AH4358'JUNCTION OF INTERSTATE HIGHWAY 35E AND TRUNK HIGHWAY 77, AT INTERSTATE
 AH4358'HIGHWAY 35E MILE POINT 93.35, 180.0 FT (54.9 M) SOUTHEAST OF
 AH4358'NORTHBOUND INTERSTATE HIGHWAY 35E, 90.5 FT (27.6 M) SOUTHEAST OF RIGHT
 AH4358'OF WAY FENCE, 0.8 FT (0.2 M) NORTHWEST OF A WITNESS POST.
 AH4358
 AH4358                          STATION RECOVERY (2014)
 AH4358
 AH4358'RECOVERY NOTE BY MN DEPT OF TRANSP 2014 (DDS)
 AH4358'RECOVERED AS DESCRIBED.
 AH4358
 AH4358                          STATION RECOVERY (2023)
 AH4358
 AH4358'RECOVERY NOTE BY MN DEPT OF TRANSP 2023 (MJS)
 AH4358'THE SURVEY MARK IS ON PRIVATE PROPERTY AND HAS BEEN ABANDONED FOR
 AH4358'MNDOT GEODETIC USE.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 AH4360 ***********************************************************************
 AH4360  DESIGNATION -  1982 AU
 AH4360  PID         -  AH4360
 AH4360  STATE/COUNTY-  MN/DAKOTA
 AH4360  COUNTRY     -  US
 AH4360  USGS QUAD   -  SAINT PAUL SW (2019)
 AH4360
 AH4360                         *CURRENT SURVEY CONTROL
 AH4360  ______________________________________________________________________
 AH4360* NAD 83(1986) POSITION- 44 47 23.84   (N) 093 12 09.07   (W)   HD_HELD1
 AH4360* NAVD 88 ORTHO HEIGHT -   289.903 (meters)      951.12  (feet) ADJUSTED
 AH4360  ______________________________________________________________________
 AH4360  GEOID HEIGHT    -        -27.404 (meters)                     GEOID18
 AH4360  DYNAMIC HEIGHT  -        289.889 (meters)      951.08  (feet) COMP
 AH4360  MODELED GRAVITY -    980,562.2   (mgal)                       NAVD 88
 AH4360
 AH4360  VERT ORDER      -  SECOND    CLASS I
 AH4360
 AH4360.The horizontal coordinates were determined by differentially corrected
 AH4360.hand held GPS observations or other comparable positioning techniques
 AH4360.and have an estimated accuracy of +/- 3 meters.
 AH4360
 AH4360.The orthometric height was determined by differential leveling and
 AH4360.adjusted by the NATIONAL GEODETIC SURVEY
 AH4360.in June 2000.
 AH4360
 AH4360.Significant digits in the geoid height do not necessarily reflect accuracy.
 AH4360.GEOID18 height accuracy estimate available here.
 AH4360
 AH4360.Click photographs - Photos may exist for this station.
 AH4360
 AH4360.The dynamic height is computed by dividing the NAVD 88
 AH4360.geopotential number by the normal gravity value computed on the
 AH4360.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH4360.degrees latitude (g = 980.6199 gals.).
 AH4360
 AH4360.The modeled gravity was interpolated from observed gravity values.
 AH4360
 AH4360;                    North         East    Units  Estimated Accuracy
 AH4360;SPC MN S     -   299,193.7     863,103.0     MT  (+/- 3 meters HH1 GPS) 
 AH4360
 AH4360_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK8398059637(NAD 83)
 AH4360
 AH4360                          SUPERSEDED SURVEY CONTROL
 AH4360
 AH4360.No superseded survey control is available for this station.
 AH4360
 AH4360_MARKER: DB = BENCH MARK 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: MNHD
 AH4360_PROJECTION: FLUSH
 AH4360_MAGNETIC: N = NO MAGNETIC MATERIAL
 AH4360_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AH4360_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AH4360+SATELLITE: SATELLITE OBSERVATIONS - July 13, 2023
 AH4360
 AH4360  HISTORY     - Date     Condition        Report By
 AH4360  HISTORY     - 1988     MONUMENTED       MNDT
 AH4360  HISTORY     - 20021012 GOOD             USPSQD
 AH4360  HISTORY     - 20040915 GOOD             USPSQD
 AH4360  HISTORY     - 20051129 GOOD             USPSQD
 AH4360  HISTORY     - 20070618 GOOD             MNDT
 AH4360  HISTORY     - 20140611 GOOD             MNDT
 AH4360  HISTORY     - 20230713 GOOD             MNDT
 AH4360
 AH4360                          STATION DESCRIPTION
 AH4360
 AH4360'DESCRIBED BY MN DEPT OF TRANSP 1988 (OCO)
 AH4360'THE MARK IS LOCATED IN THE CITY OF EAGAN, AT THE BRIDGE CARRYING
 AH4360'COUNTY ROAD 32 (CLIFF ROAD) OVER INTERSTATE HIGHWAY 35E, AND IN THE NW
 AH4360'1/4 OF SECTION 32, T27N, R23W.  THE MARK IS 33.0 FEET SOUTH OF THE
 AH4360'CENTERLINE OF EASTBOUND COUNTY ROAD 32, 54.5 FEET WEST - NORTHWEST OF
 AH4360'THE SOUTHWEST CORNER OF THE SOUTH BRIDGE RAILING, 1.7 FEET EAST -
 AH4360'NORTHEAST OF THE END (WEST) FENCE POST (STEEL) OF THE BRIDGE FENCE,
 AH4360'AND 0.8 FOOT NORTH OF THE BRIDGE FENCE.  THE MARK, A STANDARD MNDT
 AH4360'VERTICAL CONTROL MONUMENT DISK STAMPED---1982 AU 1988---, IS SET IN
 AH4360'THE ABUTMENT AT THE SOUTHWEST CORNER OF THE BRIDGE (NUMBERED 19816).
 AH4360
 AH4360                          STATION RECOVERY (2002)
 AH4360
 AH4360'RECOVERY NOTE BY US POWER SQUADRON 2002
 AH4360'RECOVERED IN GOOD CONDITION.
 AH4360
 AH4360                          STATION RECOVERY (2004)
 AH4360
 AH4360'RECOVERY NOTE BY US POWER SQUADRON 2004 (JRD)
 AH4360'RECOVERED IN GOOD CONDITION ASDESCRIBED. SPSPS JRD.
 AH4360
 AH4360                          STATION RECOVERY (2005)
 AH4360
 AH4360'RECOVERY NOTE BY US POWER SQUADRON 2005 (ATD)
 AH4360'RECOVERED IN GOOD CONDITION.
 AH4360
 AH4360                          STATION RECOVERY (2007)
 AH4360
 AH4360'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (VWC)
 AH4360'THE MARK IS LOCATED ABOUT 9.7 MI (15.6 KM) WEST-NORTHWEST OF COATES,
 AH4360'8.8 MI (14.2 KM) WEST-SOUTHWEST OF INVER GROVE HEIGHTS AND 5.9 MI (9.5
 AH4360'KM) SOUTHEAST OF BLOOMINGTON.
 AH4360'
 AH4360'TO REACH TO THE MARK AT EAGAN, IN ABUTMENT AT SOUTHWEST CORNER OF
 AH4360'COUNTY ROAD 32 (CLIFF ROAD) BRIDGE 19816 OVER INTERSTATE HIGHWAY 35E,
 AH4360'GO 33.0 FT (10.1 M) SOUTH OF EASTBOUND COUNTY ROAD 32, 54.5 FT (16.6
 AH4360'M) WEST-NORTHWEST OF THE SOUTHWEST CORNER OF SOUTH BRIDGE RAILING, 1.7
 AH4360'FT (0.5 M) EAST-NORTHEAST OF WEST END OF A FENCE POST ON BRIDGE FENCE,
 AH4360'0.8 FT (0.2 M) NORTH OF BRIDGE FENCE.
 AH4360
 AH4360                          STATION RECOVERY (2014)
 AH4360
 AH4360'RECOVERY NOTE BY MN DEPT OF TRANSP 2014 (DAS)
 AH4360'RECOVERED AS DESCRIBED.
 AH4360
 AH4360                          STATION RECOVERY (2023)
 AH4360
 AH4360'RECOVERY NOTE BY MN DEPT OF TRANSP 2023 (MJS)
 AH4360'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 AH4361 ***********************************************************************
 AH4361  DESIGNATION -  1982 AX
 AH4361  PID         -  AH4361
 AH4361  STATE/COUNTY-  MN/DAKOTA
 AH4361  COUNTRY     -  US
 AH4361  USGS QUAD   -  SAINT PAUL SW (2019)
 AH4361
 AH4361                         *CURRENT SURVEY CONTROL
 AH4361  ______________________________________________________________________
 AH4361* NAD 83(1986) POSITION- 44 47 35.40   (N) 093 11 50.48   (W)   HD_HELD1
 AH4361* NAVD 88 ORTHO HEIGHT -   288.130 (meters)      945.31  (feet) ADJUSTED
 AH4361  ______________________________________________________________________
 AH4361  GEOID HEIGHT    -        -27.410 (meters)                     GEOID18
 AH4361  DYNAMIC HEIGHT  -        288.117 (meters)      945.26  (feet) COMP
 AH4361  MODELED GRAVITY -    980,562.3   (mgal)                       NAVD 88
 AH4361
 AH4361  VERT ORDER      -  SECOND    CLASS I
 AH4361
 AH4361.The horizontal coordinates were determined by differentially corrected
 AH4361.hand held GPS observations or other comparable positioning techniques
 AH4361.and have an estimated accuracy of +/- 3 meters.
 AH4361
 AH4361.The orthometric height was determined by differential leveling and
 AH4361.adjusted by the NATIONAL GEODETIC SURVEY
 AH4361.in June 2000.
 AH4361
 AH4361.Significant digits in the geoid height do not necessarily reflect accuracy.
 AH4361.GEOID18 height accuracy estimate available here.
 AH4361
 AH4361.Click photographs - Photos may exist for this station.
 AH4361
 AH4361.The dynamic height is computed by dividing the NAVD 88
 AH4361.geopotential number by the normal gravity value computed on the
 AH4361.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH4361.degrees latitude (g = 980.6199 gals.).
 AH4361
 AH4361.The modeled gravity was interpolated from observed gravity values.
 AH4361
 AH4361;                    North         East    Units  Estimated Accuracy
 AH4361;SPC MN S     -   299,554.5     863,508.1     MT  (+/- 3 meters HH1 GPS) 
 AH4361
 AH4361_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK8438959993(NAD 83)
 AH4361
 AH4361                          SUPERSEDED SURVEY CONTROL
 AH4361
 AH4361.No superseded survey control is available for this station.
 AH4361
 AH4361_MARKER: DV = VERTICAL CONTROL DISK
 AH4361_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 AH4361_STAMPING: 1982 AX 1988
 AH4361_MARK LOGO: MNHD
 AH4361_PROJECTION: RECESSED 5 CENTIMETERS
 AH4361_MAGNETIC: I = MARKER IS A STEEL ROD
 AH4361_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AH4361_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH4361+SATELLITE: SATELLITE OBSERVATIONS - July 18, 2023
 AH4361_ROD/PIPE-DEPTH: 4.3 meters
 AH4361
 AH4361  HISTORY     - Date     Condition        Report By
 AH4361  HISTORY     - 1988     MONUMENTED       MNDT
 AH4361  HISTORY     - 20021012 GOOD             USPSQD
 AH4361  HISTORY     - 20050112 GOOD             USPSQD
 AH4361  HISTORY     - 20070618 GOOD             MNDT
 AH4361  HISTORY     - 20140611 GOOD             MNDT
 AH4361  HISTORY     - 20230718 GOOD             MNDT
 AH4361
 AH4361                          STATION DESCRIPTION
 AH4361
 AH4361'DESCRIBED BY MN DEPT OF TRANSP 1988 (OCO)
 AH4361'THE MARK IS LOCATED IN THE CITY OF EAGAN, 0.2 MILE NORTH ALONG
 AH4361'BLACKHAWK ROAD FROM ITS JUNCTION WITH CLIFF ROAD (COUNTY ROAD 32), IN
 AH4361'THE NORTHEAST QUADRANDT AT THE INTERSECTION OF BLACK HAWK ROAD AND
 AH4361'BEECHER DRIVE, AND IN THE SE 1/4 OF SECTION 29, T27N, R23W.  THE MARK
 AH4361'IS 94.5 FEET EAST OF THE CENTERLINE OF BLACKHAWK DRIVE, 70.5 FEET
 AH4361'NORTH OF THE CENTERLINE OF BEECHER DRIVE, 67.6 FEET NORTHEAST OF A
 AH4361'FIRE HYDRANT, 53.4 FEET EAST - SOUTHEAST OF A POWER POLE, AND 1.0 FOOT
 AH4361'NORTHWEST OF A STEEL WITNESS POST.  THE MARK, A STANDARD MAGNETIC MNDT
 AH4361'VERTICAL CONTROL MONUMENT DISK STAMPED---1982 AX 1988---, IS FORCED
 AH4361'ONTO THE TOP OF A DRIVEN 3/4-INCH DIAMETER BY 14 FOOT LONG ALUMINUM
 AH4361'ALLOY ROD AND IS FLUSH WITH THE GROUND.
 AH4361
 AH4361                          STATION RECOVERY (2002)
 AH4361
 AH4361'RECOVERY NOTE BY US POWER SQUADRON 2002
 AH4361'STEEL WITNESS POST IS MISSING. MARK IS SET IN WHITE PVC PIPE, APPROX.
 AH4361'2 INCHES BELOW GRADE OF GRASS AREA.
 AH4361
 AH4361                          STATION RECOVERY (2005)
 AH4361
 AH4361'RECOVERY NOTE BY US POWER SQUADRON 2005 (JRD)
 AH4361'RECOVERED IN GOOD CONDITION AS DESCRIBED. SPSPS. JRD.
 AH4361
 AH4361                          STATION RECOVERY (2007)
 AH4361
 AH4361'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (VWC)
 AH4361'THE MARK IS LOCATED ABOUT 9.6 MI (15.4 KM) WEST-NORTHWEST OF COATES,
 AH4361'8.5 MI (13.7 KM) WEST-SOUTHWEST OF INVER GROVE HEIGHTS AND 6.0 MI (9.7
 AH4361'KM) EAST-SOUTHEAST OF BLOOMINGTON.
 AH4361'
 AH4361'TO REACH TO THE MARK AT EAGAN, GO 0.2 MI (0.3 KM) NORTH OF COUNTY ROAD
 AH4361'32 (CLIFF ROAD), IN NORTHEAST QUADRANT OF THE JUNCTION OF BLACKHAWK
 AH4361'ROAD AND BEECHER DRIVE, 94.5 FT (28.8 M) EAST OF BLACKHAWK ROAD, 70.5
 AH4361'FT (21.5 M) NORTH OF BEECHER DRIVE, 67.6 FT (20.6 M) NORTHEAST OF FIRE
 AH4361'HYDRANT, 53.4 FT (16.3 M) EAST-SOUTHEAST OF POWER POLE, 42.0 FT (12.8
 AH4361'M) NORTHWEST OF STOP SIGN AND WITNESS POST.
 AH4361
 AH4361                          STATION RECOVERY (2014)
 AH4361
 AH4361'RECOVERY NOTE BY MN DEPT OF TRANSP 2014 (DAS)
 AH4361'RECOVERED AS DESCRIBED.
 AH4361
 AH4361                          STATION RECOVERY (2023)
 AH4361
 AH4361'RECOVERY NOTE BY MN DEPT OF TRANSP 2023 (MJS)
 AH4361'32.5 FT (9.9 M) EAST OF BEECHER PARK SIGN.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 AH4362 ***********************************************************************
 AH4362  DESIGNATION -  1982 AY
 AH4362  PID         -  AH4362
 AH4362  STATE/COUNTY-  MN/DAKOTA
 AH4362  COUNTRY     -  US
 AH4362  USGS QUAD   -  SAINT PAUL SW (2019)
 AH4362
 AH4362                         *CURRENT SURVEY CONTROL
 AH4362  ______________________________________________________________________
 AH4362* NAD 83(1986) POSITION- 44 47 43.03   (N) 093 11 53.92   (W)   HD_HELD1
 AH4362* NAVD 88 ORTHO HEIGHT -   286.907 (meters)      941.29  (feet) ADJUSTED
 AH4362  ______________________________________________________________________
 AH4362  GEOID HEIGHT    -        -27.403 (meters)                     GEOID18
 AH4362  DYNAMIC HEIGHT  -        286.894 (meters)      941.25  (feet) COMP
 AH4362  MODELED GRAVITY -    980,563.1   (mgal)                       NAVD 88
 AH4362
 AH4362  VERT ORDER      -  SECOND    CLASS I
 AH4362
 AH4362.The horizontal coordinates were determined by differentially corrected
 AH4362.hand held GPS observations or other comparable positioning techniques
 AH4362.and have an estimated accuracy of +/- 3 meters.
 AH4362
 AH4362.The orthometric height was determined by differential leveling and
 AH4362.adjusted by the NATIONAL GEODETIC SURVEY
 AH4362.in September 2016.
 AH4362
 AH4362.Significant digits in the geoid height do not necessarily reflect accuracy.
 AH4362.GEOID18 height accuracy estimate available here.
 AH4362
 AH4362.Click photographs - Photos may exist for this station.
 AH4362
 AH4362.The dynamic height is computed by dividing the NAVD 88
 AH4362.geopotential number by the normal gravity value computed on the
 AH4362.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH4362.degrees latitude (g = 980.6199 gals.).
 AH4362
 AH4362.The modeled gravity was interpolated from observed gravity values.
 AH4362
 AH4362;                    North         East    Units  Estimated Accuracy
 AH4362;SPC MN S     -   299,789.2     863,430.2     MT  (+/- 3 meters HH1 GPS) 
 AH4362
 AH4362_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK8431460228(NAD 83)
 AH4362
 AH4362                          SUPERSEDED SURVEY CONTROL
 AH4362
 AH4362  NAVD 88 (06/08/00)  286.909  (m)          941.30   (f) SUPERSEDED  2 1
 AH4362
 AH4362.Superseded values are not recommended for survey control.
 AH4362
 AH4362.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH4362.See file dsdata.pdf to determine how the superseded data were derived.
 AH4362
 AH4362_MARKER: DV = VERTICAL CONTROL DISK
 AH4362_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AH4362_SP_SET: BRIDGE WALKWAY
 AH4362_STAMPING: 1982 AY 1989
 AH4362_MARK LOGO: MNDT
 AH4362_PROJECTION: FLUSH
 AH4362_MAGNETIC: N = NO MAGNETIC MATERIAL
 AH4362_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AH4362_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AH4362+SATELLITE: SATELLITE OBSERVATIONS - July 18, 2023
 AH4362
 AH4362  HISTORY     - Date     Condition        Report By
 AH4362  HISTORY     - 19890401 MONUMENTED       MNDT
 AH4362  HISTORY     - 20021012 GOOD             USPSQD
 AH4362  HISTORY     - 20050112 GOOD             USPSQD
 AH4362  HISTORY     - 20070618 GOOD             MNDT
 AH4362  HISTORY     - 20140611 GOOD             MNDT
 AH4362  HISTORY     - 20230718 GOOD             MNDT
 AH4362
 AH4362                          STATION DESCRIPTION
 AH4362
 AH4362'DESCRIBED BY MN DEPT OF TRANSP 1989 (OCO)
 AH4362'THE MARK IS LOCATED IN THE CITY OF EAGAN, 0.4 MILE NORTH ALONG
 AH4362'INTERSTATE HIGHWAY 35E FROM ITS JUNCTION WITH COUNTY ROAD 32 (CLIFF
 AH4362'ROAD), AT THE BRIDGE CARRYING BLACKHAWK ROAD OVER HIGHWAY 35E, AND IN
 AH4362'THE SW 1/4 OF SECTION 29, T27N, R23W.  THE MARK IS 31.0 FEET EAST OF
 AH4362'AND ABOUT 1/2 FOOT HIGHER THAN THE CENTERLINE OF BLACKHAWK ROAD, 20.0
 AH4362'FEET SOUTH OF THE NORTHEAST CORNER OF THE BRIDGE, AND 1.2 FEET WEST OF
 AH4362'THE EAST BRIDGE CORNER.  THE MARK, A STANDARD MNDT VERTICAL CONTROL
 AH4362'MONUMENT DISK STAMPED---1982 AY 1989---, IS SET IN A DRILL HOLE IN THE
 AH4362'SIDEWALK AT THE NORTHEAST CORNER OF THE BRIDGE.
 AH4362
 AH4362                          STATION RECOVERY (2002)
 AH4362
 AH4362'RECOVERY NOTE BY US POWER SQUADRON 2002
 AH4362'RECOVERED IN GOOD CONDITION.
 AH4362
 AH4362                          STATION RECOVERY (2005)
 AH4362
 AH4362'RECOVERY NOTE BY US POWER SQUADRON 2005 (JRD)
 AH4362'RECOVERED IN GOOD CONDITION AS DESCRIBED. SPSPS. JRD
 AH4362
 AH4362                          STATION RECOVERY (2007)
 AH4362
 AH4362'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (VWC)
 AH4362'THE MARK IS LOCATED ABOUT 9.7 MI (15.6 KM) NORTHWEST OF COATES, 8.5 MI
 AH4362'(13.7 KM) WEST-SOUTHWEST OF INVER GROVE HEIGHTS AND 5.8 MI (9.3 KM)
 AH4362'EAST-SOUTHEAST OF BLOOMINGTON.
 AH4362'
 AH4362'TO REACH TO THE MARK AT EAGAN, GO 0.4 MI (0.6 KM) NORTH OF THE
 AH4362'JUNCTION OF INTERSTATE HIGHWAY 35E AND COUNTY ROAD 32 (CLIFF ROAD), IN
 AH4362'NORTHEAST CORNER OF BLACKHAWK ROAD BRIDGE 19882 OVER INTERSTATE
 AH4362'HIGHWAY 35E, 31.0 FT (9.4 M) EAST OF BLACKHAWK ROAD, 20 FT (6.1 M)
 AH4362'SOUTH OF THE NORTHEAST CORNER OF BRIDGE, IN DRILL HOLE IN BRIDGE
 AH4362'SIDEWALK.
 AH4362
 AH4362                          STATION RECOVERY (2014)
 AH4362
 AH4362'RECOVERY NOTE BY MN DEPT OF TRANSP 2014 (DAS)
 AH4362'THE STATION IS LOCATED ABOUT 9.7 MI (15.6 KM) NORTHWEST OF COATES, 8.5
 AH4362'MI (13.7 KM) WEST-SOUTHWEST OF INVER GROVE HEIGHTS AND 5.8 MI (9.3 KM)
 AH4362'EAST-SOUTHEAST OF BLOOMINGTON.
 AH4362'
 AH4362'TO REACH THE MARK GO 0.4 MI (0.6 KM) NORTH OF THE JUNCTION OF
 AH4362'INTERSTATE HIGHWAY 35E AND COUNTY ROAD 32 (CLIFF ROAD), IN NORTHWEST
 AH4362'CORNER OF BLACKHAWK ROAD BRIDGE NUMBER 19882 OVER INTERSTATE HIGHWAY
 AH4362'35E.
 AH4362'
 AH4362'THE MARK IS LOCATED 31.0 FT (9.4 M) EAST OF BLACKHAWK ROAD, 20 FT (6.1
 AH4362'M) SOUTH OF THE NORTHWEST CORNER OF BRIDGE, 19.5 FT (5.9 M) EAST OF
 AH4362'WEST EDGE OF BARRIER, 1.2 FT (0.4 M) SOUTH OF BARRIER.
 AH4362
 AH4362                          STATION RECOVERY (2023)
 AH4362
 AH4362'RECOVERY NOTE BY MN DEPT OF TRANSP 2023 (MJS)
 AH4362'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 AH4363 ***********************************************************************
 AH4363  DESIGNATION -  1982 AZ
 AH4363  PID         -  AH4363
 AH4363  STATE/COUNTY-  MN/DAKOTA
 AH4363  COUNTRY     -  US
 AH4363  USGS QUAD   -  SAINT PAUL SW (2019)
 AH4363
 AH4363                         *CURRENT SURVEY CONTROL
 AH4363  ______________________________________________________________________
 AH4363* NAD 83(1986) POSITION- 44 48 06.38   (N) 093 11 30.36   (W)   HD_HELD1
 AH4363* NAVD 88 ORTHO HEIGHT -   280.569 (meters)      920.50  (feet) ADJUSTED
 AH4363  ______________________________________________________________________
 AH4363  GEOID HEIGHT    -        -27.406 (meters)                     GEOID18
 AH4363  DYNAMIC HEIGHT  -        280.556 (meters)      920.46  (feet) COMP
 AH4363  MODELED GRAVITY -    980,564.0   (mgal)                       NAVD 88
 AH4363
 AH4363  VERT ORDER      -  SECOND    CLASS I
 AH4363
 AH4363.The horizontal coordinates were determined by differentially corrected
 AH4363.hand held GPS observations or other comparable positioning techniques
 AH4363.and have an estimated accuracy of +/- 3 meters.
 AH4363
 AH4363.The orthometric height was determined by differential leveling and
 AH4363.adjusted by the NATIONAL GEODETIC SURVEY
 AH4363.in June 2000.
 AH4363
 AH4363.Significant digits in the geoid height do not necessarily reflect accuracy.
 AH4363.GEOID18 height accuracy estimate available here.
 AH4363
 AH4363.Click photographs - Photos may exist for this station.
 AH4363
 AH4363.The dynamic height is computed by dividing the NAVD 88
 AH4363.geopotential number by the normal gravity value computed on the
 AH4363.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH4363.degrees latitude (g = 980.6199 gals.).
 AH4363
 AH4363.The modeled gravity was interpolated from observed gravity values.
 AH4363
 AH4363;                    North         East    Units  Estimated Accuracy
 AH4363;SPC MN S     -   300,515.0     863,940.8     MT  (+/- 3 meters HH1 GPS) 
 AH4363
 AH4363_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK8483360948(NAD 83)
 AH4363
 AH4363                          SUPERSEDED SURVEY CONTROL
 AH4363
 AH4363.No superseded survey control is available for this station.
 AH4363
 AH4363_MARKER: DV = VERTICAL CONTROL DISK
 AH4363_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 AH4363_STAMPING: 1982 AZ 1988
 AH4363_MARK LOGO: MNDT
 AH4363_PROJECTION: FLUSH
 AH4363_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AH4363_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AH4363_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AH4363+SATELLITE: SATELLITE OBSERVATIONS - July 18, 2023
 AH4363
 AH4363  HISTORY     - Date     Condition        Report By
 AH4363  HISTORY     - 1988     MONUMENTED       MNDT
 AH4363  HISTORY     - 20021012 GOOD             USPSQD
 AH4363  HISTORY     - 20050112 GOOD             USPSQD
 AH4363  HISTORY     - 20070618 GOOD             MNDT
 AH4363  HISTORY     - 20140611 GOOD             MNDT
 AH4363  HISTORY     - 20230718 GOOD             MNDT
 AH4363
 AH4363                          STATION DESCRIPTION
 AH4363
 AH4363'DESCRIBED BY MN DEPT OF TRANSP 1988 (OCO)
 AH4363'THE MARK IS LOCATED IN THE CITY OF EAGAN, 0.15 MILE SOUTHWEST OF THE
 AH4363'JUNCTION OF DIFFLEY ROAD (COUNTY ROAD 30) AND INTERSTATE HIGHWAY 35E,
 AH4363'AT HIGHWAY 35E MILEPOINT 94.7, AND IN THE NE 1/4 OF SECTION 29, T27N,
 AH4363'R23W.  THE MARK IS 71.0 FEET SOUTH - SOUTHEAST OF THE CENTER OF THE
 AH4363'OFF-RAMP FROM NORTHBOUND 35E TO DIFFLEY ROAD, 49.0 FEET SOUTH OF A
 AH4363'LIGHT STANDARD (NUMBERED EIP-4), 6.2 FEET NORTH - NORTHWEST OF A 10
 AH4363'INCH DIAMETER POPLAR TREE, AND 1.0 FOOT NORTH OF A STEEL WITNESS POST
 AH4363'. THE MARK, A STANDARD MAGNETIC MNDT VERTICAL CONTROL MONUMENT DISK
 AH4363'STAMPED---1982 AZ 1988---, IS FORCED ONTO THE TOP OF A DRIVEN 3/4-INCH
 AH4363'DIAMETER BY 13 FOOT LONG ALUMINUM ALLOY ROD AND IS 0.1 FOOT ABOVE THE
 AH4363'GROUND.
 AH4363
 AH4363                          STATION RECOVERY (2002)
 AH4363
 AH4363'RECOVERY NOTE BY US POWER SQUADRON 2002
 AH4363'THE 10 INCH TREE HAS BLOWN DOWN TO THE WEST AND IS NOW IMPAILED ON THE
 AH4363'STEEL WITNESS POST
 AH4363
 AH4363                          STATION RECOVERY (2005)
 AH4363
 AH4363'RECOVERY NOTE BY US POWER SQUADRON 2005 (JRD)
 AH4363'RECOVERED IN GOOD CONDITION AS DESCRIBED. SPSPS. JRD.
 AH4363
 AH4363                          STATION RECOVERY (2007)
 AH4363
 AH4363'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (VWC)
 AH4363'THE MARK IS LOCATED ABOUT 9.7 MI (15.6 KM) NORTHWEST OF COATES, 8.0 MI
 AH4363'(12.9 KM) WEST-SOUTHWEST OF INVER GROVE HEIGHTS AND 5.9 MI (9.5 KM)
 AH4363'EAST-SOUTHEAST OF BLOOMINGTON.
 AH4363'
 AH4363'TO REACH TO THE MARK AT EAGAN, GO 0.15 MI (0.2 KM) SOUTHWEST OF THE
 AH4363'JUNCTION OF INTERSTATE HIGHWAY 35E AND COUNTY ROAD 30 (DIFFLEY ROAD),
 AH4363'AT INTERSTATE HIGHWAY 35E MILE POINT 94.7, 71.0 FT (21.6 M)
 AH4363'SOUTH-SOUTHEAST OF OFF-RAMP FROM NORTHBOUND 35E TO COUNTY ROAD 30,
 AH4363'49.0 FT (14.9 M) SOUTH OF LIGHT STANDARD EIP-4, 1.0 FT (0.3 M) WEST OF
 AH4363'A WITNESS POST.
 AH4363
 AH4363                          STATION RECOVERY (2014)
 AH4363
 AH4363'RECOVERY NOTE BY MN DEPT OF TRANSP 2014 (DAS)
 AH4363'RECOVERED AS DESCRIBED.
 AH4363
 AH4363                          STATION RECOVERY (2023)
 AH4363
 AH4363'RECOVERY NOTE BY MN DEPT OF TRANSP 2023 (MJS)
 AH4363'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DP9209 ***********************************************************************
 DP9209  DESIGNATION -  1982 B
 DP9209  PID         -  DP9209
 DP9209  STATE/COUNTY-  MN/DAKOTA
 DP9209  COUNTRY     -  US
 DP9209  USGS QUAD   -  BLOOMINGTON (2019)
 DP9209
 DP9209                         *CURRENT SURVEY CONTROL
 DP9209  ______________________________________________________________________
 DP9209* NAD 83(1986) POSITION- 44 45 05.15   (N) 093 15 50.59   (W)   HD_HELD1
 DP9209* NAVD 88 ORTHO HEIGHT -   313.393 (meters)     1028.19  (feet) ADJUSTED
 DP9209  ______________________________________________________________________
 DP9209  GEOID HEIGHT    -        -27.328 (meters)                     GEOID18
 DP9209  DYNAMIC HEIGHT  -        313.378 (meters)     1028.14  (feet) COMP
 DP9209  MODELED GRAVITY -    980,559.1   (mgal)                       NAVD 88
 DP9209
 DP9209  VERT ORDER      -  SECOND    CLASS I
 DP9209
 DP9209.The horizontal coordinates were determined by differentially corrected
 DP9209.hand held GPS observations or other comparable positioning techniques
 DP9209.and have an estimated accuracy of +/- 3 meters.
 DP9209
 DP9209.The orthometric height was determined by differential leveling and
 DP9209.adjusted by the NATIONAL GEODETIC SURVEY
 DP9209.in September 2016.
 DP9209
 DP9209.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP9209.GEOID18 height accuracy estimate available here.
 DP9209
 DP9209.Click photographs - Photos may exist for this station.
 DP9209
 DP9209.The dynamic height is computed by dividing the NAVD 88
 DP9209.geopotential number by the normal gravity value computed on the
 DP9209.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP9209.degrees latitude (g = 980.6199 gals.).
 DP9209
 DP9209.The modeled gravity was interpolated from observed gravity values.
 DP9209
 DP9209;                    North         East    Units  Estimated Accuracy
 DP9209;SPC MN S     -   294,867.3     858,272.7     MT  (+/- 3 meters HH1 GPS) 
 DP9209
 DP9209_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK7909855371(NAD 83)
 DP9209
 DP9209                          SUPERSEDED SURVEY CONTROL
 DP9209
 DP9209.No superseded survey control is available for this station.
 DP9209
 DP9209_MARKER: F = FLANGE-ENCASED ROD
 DP9209_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DP9209_STAMPING: 1982 B 2014
 DP9209_MARK LOGO: MNDT
 DP9209_PROJECTION: RECESSED 5 CENTIMETERS
 DP9209_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DP9209_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DP9209_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP9209+SATELLITE: SATELLITE OBSERVATIONS - July 11, 2023
 DP9209_ROD/PIPE-DEPTH: 7.3 meters
 DP9209
 DP9209  HISTORY     - Date     Condition        Report By
 DP9209  HISTORY     - 20140714 MONUMENTED       MNDT
 DP9209  HISTORY     - 20230711 GOOD             MNDT
 DP9209
 DP9209                          STATION DESCRIPTION
 DP9209
 DP9209'DESCRIBED BY MN DEPT OF TRANSP 2014
 DP9209'THE STATION IS LOCATED ABOUT 9.7 MI (15.6 KM) NORTHWEST OF FARMINGTON,
 DP9209'8.2 MI (13.2 KM) EAST-NORTHEAST OF PRIOR LAKE AND 6.4 MI (10.3 KM)
 DP9209'SOUTH-SOUTHEAST OF BLOOMINGTON.
 DP9209'
 DP9209'TO REACH THE MARK GO 0.85 MI (1.4 KM) NORTHEAST ALONG NORTHBOUND
 DP9209'INTERSTATE HIGHWAY 35E FROM THE JUNCTION OF INTERSTATE HIGHWAY 35E AND
 DP9209'COUNTY ROAD 42 IN BURNSVILLE, AT INTERSTATE HIGHWAY 35E MILE POINT
 DP9209'89.7.
 DP9209'
 DP9209'THE MARK IS LOCATED 67.0 FT (20.4 M) SOUTHEAST OF NORTHBOUND
 DP9209'INTERSTATE 35E FOG LINE, 0.2 MI (0.3 KM) SOUTHWEST OF COUNTY ROAD 38
 DP9209'1.5 FT (0.5 M) NORTHWEST OF A WITNESS POST.
 DP9209'
 DP9209'NOTE - THE STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM
 DP9209'ROD DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION REMOVABLE
 DP9209'DISK SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH
 DP9209'PVC PIPE BACK FILLED WITH WASHED SAND.
 DP9209
 DP9209                          STATION RECOVERY (2023)
 DP9209
 DP9209'RECOVERY NOTE BY MN DEPT OF TRANSP 2023 (MJS)
 DP9209'IN BURNSVILLE, 0.85 MI (1.37 KM) NORTHEAST ALONG NORTHBOUND INTERSTATE
 DP9209'HIGHWAY 35E FROM THE JUNCTION OF INTERSTATE HIGHWAY 35E AND COUNTY
 DP9209'ROAD 42 IN BURNSVILLE, AT INTERSTATE HIGHWAY 35E MILE POINT 89.7, 67.0
 DP9209'FT (20.4 M) SOUTHEAST OF A NORTHBOUND INTERSTATE 35E FOG LINE, 0.2 MI
 DP9209'(0.3 KM) SOUTHWEST OF COUNTY ROAD 38 (138TH STREET BRIDGE), 1.5 FT
 DP9209'(0.5 M) NORTHWEST OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 AH4364 ***********************************************************************
 AH4364  DESIGNATION -  1982 BA
 AH4364  PID         -  AH4364
 AH4364  STATE/COUNTY-  MN/DAKOTA
 AH4364  COUNTRY     -  US
 AH4364  USGS QUAD   -  SAINT PAUL SW (2019)
 AH4364
 AH4364                         *CURRENT SURVEY CONTROL
 AH4364  ______________________________________________________________________
 AH4364* NAD 83(1986) POSITION- 44 48 15.54   (N) 093 11 28.26   (W)   HD_HELD1
 AH4364* NAVD 88 ORTHO HEIGHT -   290.309 (meters)      952.46  (feet) ADJUSTED
 AH4364  ______________________________________________________________________
 AH4364  GEOID HEIGHT    -        -27.402 (meters)                     GEOID18
 AH4364  DYNAMIC HEIGHT  -        290.296 (meters)      952.41  (feet) COMP
 AH4364  MODELED GRAVITY -    980,564.8   (mgal)                       NAVD 88
 AH4364
 AH4364  VERT ORDER      -  SECOND    CLASS I
 AH4364
 AH4364.The horizontal coordinates were determined by differentially corrected
 AH4364.hand held GPS observations or other comparable positioning techniques
 AH4364.and have an estimated accuracy of +/- 3 meters.
 AH4364
 AH4364.The orthometric height was determined by differential leveling and
 AH4364.adjusted by the NATIONAL GEODETIC SURVEY
 AH4364.in June 2000.
 AH4364
 AH4364.Significant digits in the geoid height do not necessarily reflect accuracy.
 AH4364.GEOID18 height accuracy estimate available here.
 AH4364
 AH4364.Click photographs - Photos may exist for this station.
 AH4364
 AH4364.The dynamic height is computed by dividing the NAVD 88
 AH4364.geopotential number by the normal gravity value computed on the
 AH4364.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH4364.degrees latitude (g = 980.6199 gals.).
 AH4364
 AH4364.The modeled gravity was interpolated from observed gravity values.
 AH4364
 AH4364;                    North         East    Units  Estimated Accuracy
 AH4364;SPC MN S     -   300,798.2     863,984.2     MT  (+/- 3 meters HH1 GPS) 
 AH4364
 AH4364_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK8488061230(NAD 83)
 AH4364
 AH4364                          SUPERSEDED SURVEY CONTROL
 AH4364
 AH4364.No superseded survey control is available for this station.
 AH4364
 AH4364_MARKER: DB = BENCH MARK DISK
 AH4364_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AH4364_SP_SET: BRIDGE RAILING
 AH4364_STAMPING: 1982 BA 1988
 AH4364_MARK LOGO: MNHD
 AH4364_PROJECTION: FLUSH
 AH4364_MAGNETIC: N = NO MAGNETIC MATERIAL
 AH4364_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AH4364_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AH4364+SATELLITE: SATELLITE OBSERVATIONS - July 18, 2023
 AH4364
 AH4364  HISTORY     - Date     Condition        Report By
 AH4364  HISTORY     - 1988     MONUMENTED       MNDT
 AH4364  HISTORY     - 20021217 GOOD             USPSQD
 AH4364  HISTORY     - 20050112 GOOD             USPSQD
 AH4364  HISTORY     - 20070618 GOOD             MNDT
 AH4364  HISTORY     - 20140611 GOOD             MNDT
 AH4364  HISTORY     - 20230718 GOOD             MNDT
 AH4364
 AH4364                          STATION DESCRIPTION
 AH4364
 AH4364'DESCRIBED BY MN DEPT OF TRANSP 1988 (OCO)
 AH4364'THE MARK IS LOCATED IN THE CITY OF EAGAN, AT THE JUNCTION OF DIFFLEY
 AH4364'ROAD (COUNTY ROAD 30) AND INTERSTATE HIGHWAY 35E, AT HIGHWAY 35E
 AH4364'MILEPOINT 94.8, AND IN THE NE 1/4 OF SECTION 29, T27N, R23W.  THE MARK
 AH4364'IS 23.0 FEET SOUTH OF THE EASTBOUND CENTERLINE OF DIFFLEY ROAD, 43.1
 AH4364'FEET EAST-NORTHEAST OF THE WEST CORNER OF A BRIDGE FENCE, 10.6 FEET
 AH4364'NORTH OF THE BRIDGE FENCE, AND 21.1 FEET EAST OF THE SOUTHWEST CORNER
 AH4364'OF THE SOUTH BRIDGE RAILING.  THE MARK, A STANDARD MNDT VERTICAL
 AH4364'CONTROL MONUMENT DISK STAMPED---1982 BA 1988---, IS SET IN THE TOP OF
 AH4364'THE CONCRETE RAILING AT THE SOUTHWEST CORNER OF BRIDGE NUMBER 19817
 AH4364'(DIFFLEY ROAD OVER HIGHWAY 35E).
 AH4364
 AH4364                          STATION RECOVERY (2002)
 AH4364
 AH4364'RECOVERY NOTE BY US POWER SQUADRON 2002 (JRD)
 AH4364'RECOVERED IN GOOD CONDITION.
 AH4364
 AH4364                          STATION RECOVERY (2005)
 AH4364
 AH4364'RECOVERY NOTE BY US POWER SQUADRON 2005 (JRD)
 AH4364'RECOVERED IN GOOD CONDITION AS DESCRIBED. SPSPS. JRD/
 AH4364
 AH4364                          STATION RECOVERY (2007)
 AH4364
 AH4364'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (PJG)
 AH4364'THE MARK IS LOCATED ABOUT 9.8 MI (15.8 KM) NORTHWEST OF COATES, 7.9 MI
 AH4364'(12.7 KM) WEST-SOUTHWEST OF INVER GROVE HEIGHTS AND 5.8 MI (9.3 KM)
 AH4364'EAST-SOUTHEAST OF BLOOMINGTON.
 AH4364'
 AH4364'TO REACH TO THE MARK AT EAGAN, AT INTERSTATE HIGHWAY 35E MILE POINT
 AH4364'94.8, IN THE TOP OF RAILING AT SOUTHWEST CORNER OF COUNTY ROAD 30
 AH4364'(DIFFERLEY ROAD) BRIDGE 19817 OVER INTERSTATE HIGHWAY 35E, GO 23.0 FT
 AH4364'(7.0 M) SOUTH OF EASTBOUND COUNTY ROAD 30, 43.1 FT (13.1 M)
 AH4364'EAST-NORTHEAST OF WEST CORNER OF BRIDGE FENCE, 10.6 FT (3.2 M) NORTH
 AH4364'OF BRIDGE FENCE, 21.1 FT (6.4 M) EAST OF THE SOUTHWEST CORNER OF SOUTH
 AH4364'BRIDGE RAILING.
 AH4364
 AH4364                          STATION RECOVERY (2014)
 AH4364
 AH4364'RECOVERY NOTE BY MN DEPT OF TRANSP 2014 (DAS)
 AH4364'RECOVERED AS DESCRIBED.
 AH4364
 AH4364                          STATION RECOVERY (2023)
 AH4364
 AH4364'RECOVERY NOTE BY MN DEPT OF TRANSP 2023 (MJS)
 AH4364'THE SURVEY MARK HAS BEEN DEEMED UNSAFE DUE TO FALL RISK AND HAS BEEN
 AH4364'ABANDONED FOR MNDOT GEODETIC USE.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 AH4365 ***********************************************************************
 AH4365  DESIGNATION -  1982 BB
 AH4365  PID         -  AH4365
 AH4365  STATE/COUNTY-  MN/DAKOTA
 AH4365  COUNTRY     -  US
 AH4365  USGS QUAD   -  SAINT PAUL SW (2019)
 AH4365
 AH4365                         *CURRENT SURVEY CONTROL
 AH4365  ______________________________________________________________________
 AH4365* NAD 83(1986) POSITION- 44 48 26.76   (N) 093 11 14.68   (W)   HD_HELD1
 AH4365* NAVD 88 ORTHO HEIGHT -   279.203 (meters)      916.02  (feet) ADJUSTED
 AH4365  ______________________________________________________________________
 AH4365  GEOID HEIGHT    -        -27.406 (meters)                     GEOID18
 AH4365  DYNAMIC HEIGHT  -        279.190 (meters)      915.98  (feet) COMP
 AH4365  MODELED GRAVITY -    980,565.2   (mgal)                       NAVD 88
 AH4365
 AH4365  VERT ORDER      -  SECOND    CLASS I
 AH4365
 AH4365.The horizontal coordinates were determined by differentially corrected
 AH4365.hand held GPS observations or other comparable positioning techniques
 AH4365.and have an estimated accuracy of +/- 3 meters.
 AH4365
 AH4365.The orthometric height was determined by differential leveling and
 AH4365.adjusted by the NATIONAL GEODETIC SURVEY
 AH4365.in June 2000.
 AH4365
 AH4365.Significant digits in the geoid height do not necessarily reflect accuracy.
 AH4365.GEOID18 height accuracy estimate available here.
 AH4365
 AH4365.Click photographs - Photos may exist for this station.
 AH4365
 AH4365.The dynamic height is computed by dividing the NAVD 88
 AH4365.geopotential number by the normal gravity value computed on the
 AH4365.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH4365.degrees latitude (g = 980.6199 gals.).
 AH4365
 AH4365.The modeled gravity was interpolated from observed gravity values.
 AH4365
 AH4365;                    North         East    Units  Estimated Accuracy
 AH4365;SPC MN S     -   301,147.5     864,279.2     MT  (+/- 3 meters HH1 GPS) 
 AH4365
 AH4365_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK8517961576(NAD 83)
 AH4365
 AH4365                          SUPERSEDED SURVEY CONTROL
 AH4365
 AH4365.No superseded survey control is available for this station.
 AH4365
 AH4365_MARKER: DV = VERTICAL CONTROL DISK
 AH4365_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 AH4365_STAMPING: 1982 BB 1988
 AH4365_MARK LOGO: MNDT
 AH4365_PROJECTION: FLUSH
 AH4365_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AH4365_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AH4365_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AH4365+SATELLITE: SATELLITE OBSERVATIONS - July 18, 2023
 AH4365
 AH4365  HISTORY     - Date     Condition        Report By
 AH4365  HISTORY     - 1988     MONUMENTED       MNDT
 AH4365  HISTORY     - 20021217 GOOD             USPSQD
 AH4365  HISTORY     - 20070618 GOOD             MNDT
 AH4365  HISTORY     - 20080505 GOOD             MNDT
 AH4365  HISTORY     - 20140611 GOOD             MNDT
 AH4365  HISTORY     - 20230718 GOOD             MNDT
 AH4365
 AH4365                          STATION DESCRIPTION
 AH4365
 AH4365'DESCRIBED BY MN DEPT OF TRANSP 1988 (OCO)
 AH4365'THE MARK IS LOCATED IN THE CITY OF EAGAN, 0.3 MILE NORTHEAST OF THE
 AH4365'JUNCTION OF DIFFLEY ROAD (COUNTY ROAD 30) AND INTERSTATE HIGHWAY 35E,
 AH4365'AT HIGHWAY 35E MILEPOINT 95.1, AND IN THE SW 1/4 OF SECTION 21, T27N,
 AH4365'R23W.  THE MARK IS 73.5 FEET EAST-SOUTHEAST OF THE EAST EDGE OF THE
 AH4365'CONCRETE RAMP FROM DIFFLEY ROAD TO NORTHBOUND HIGHWAY 35E, 55.5 FEET
 AH4365'WEST OF A 36-INCH DIAMETER OAK TREE, 24.4 FEET NORTH OF A 24-INCH
 AH4365'DIAMETER OAK TREE, AND 1.0 FOOT WEST-NORTHWEST OF A STEEL WITNESS
 AH4365'POST.  THE MARK, A STANDARD MAGNETIC MNDT VERTICAL CONTROL MONUMENT
 AH4365'DISK STAMPED---1982 BB 1988---, IS FORCED ONTO THE TOP OF A DRIVEN
 AH4365'3/4-INCH DIAMETER BY 13 FOOT LONG ALUMINUM ALLOY ROD AND IS FLUSH WITH
 AH4365'THE GROUND.
 AH4365
 AH4365                          STATION RECOVERY (2002)
 AH4365
 AH4365'RECOVERY NOTE BY US POWER SQUADRON 2002 (JRD)
 AH4365'RECOVERED IN GOOD CONDITION.
 AH4365
 AH4365                          STATION RECOVERY (2007)
 AH4365
 AH4365'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (VWC)
 AH4365'THE MARK IS LOCATED ABOUT 9.8 MI (15.8 KM) NORTHWEST OF COATES, 7.7 MI
 AH4365'(12.4 KM) WEST-SOUTHWEST OF INVER GROVE HEIGHTS AND 5.9 MI (9.5 KM)
 AH4365'EAST-SOUTHEAST OF BLOOMINGTON.
 AH4365'
 AH4365'TO REACH TO THE MARK AT EAGAN, GO 0.3 MI (0.5 KM) NORTHEAST OF THE
 AH4365'JUNCTION OF COUNTY ROAD 30 (DIFFLEY ROAD) AND INTERSTATE HIGHWAY 35E,
 AH4365'AT INTERSTATE HIGHWAY 35E MILE POINT 95.1, 73.5 FT (22.4 M)
 AH4365'EAST-SOUTHEAST OF EAST EDGE OF RAMP FROM COUNTY ROAD 30 TO NORTHBOUND
 AH4365'INTERSTATE HIGHWAY 35E, 1.0 FT (0.3 M) WEST-NORTHWEST OF A WITNESS
 AH4365'POST.
 AH4365
 AH4365                          STATION RECOVERY (2008)
 AH4365
 AH4365'RECOVERY NOTE BY MN DEPT OF TRANSP 2008 (VWC)
 AH4365'THE MARK IS LOCATED ABOUT 9.8 MI (15.8 KM) NORTHWEST OF COATES, 7.7 MI
 AH4365'(12.4 KM) WEST-SOUTHWEST OF INVER GROVE HEIGHTS AND 5.9 MI (9.5 KM)
 AH4365'EAST-SOUTHEAST OF BLOOMINGTON.
 AH4365'
 AH4365'TO REACH TO THE MARK IN EAGAN, 0.3 MI (0.5 KM) NORTHEAST OF THE
 AH4365'JUNCTION OF COUNTY ROAD 30 (DIFFLEY ROAD) AND INTERSTATE HIGHWAY 35E,
 AH4365'ON DIFFLEY ENTRANCE TO NORTHBOUND INTERSTATE HIGHWAY 35E, AT
 AH4365'INTERSTATE HIGHWAY 35E MILE POINT 95.1, 73.5 FT (22.4 M)
 AH4365'EAST-SOUTHEAST OF EAST EDGE OF RAMP FROM COUNTY ROAD 30 TO NORTHBOUND
 AH4365'INTERSTATE HIGHWAY 35E, 1.0 FT (0.3 M) WEST-NORTHWEST OF A WITNESS
 AH4365'POST.
 AH4365
 AH4365                          STATION RECOVERY (2014)
 AH4365
 AH4365'RECOVERY NOTE BY MN DEPT OF TRANSP 2014 (DAS)
 AH4365'RECOVERED AS DESCRIBED.
 AH4365
 AH4365                          STATION RECOVERY (2023)
 AH4365
 AH4365'RECOVERY NOTE BY MN DEPT OF TRANSP 2023 (MJS)
 AH4365'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 AH4366 ***********************************************************************
 AH4366  DESIGNATION -  1982 BC
 AH4366  PID         -  AH4366
 AH4366  STATE/COUNTY-  MN/DAKOTA
 AH4366  COUNTRY     -  US
 AH4366  USGS QUAD   -  SAINT PAUL SW (2019)
 AH4366
 AH4366                         *CURRENT SURVEY CONTROL
 AH4366  ______________________________________________________________________
 AH4366* NAD 83(1986) POSITION- 44 48 39.01   (N) 093 11 01.26   (W)   HD_HELD1
 AH4366* NAVD 88 ORTHO HEIGHT -   275.095 (meters)      902.54  (feet) ADJUSTED
 AH4366  ______________________________________________________________________
 AH4366  GEOID HEIGHT    -        -27.409 (meters)                     GEOID18
 AH4366  DYNAMIC HEIGHT  -        275.083 (meters)      902.50  (feet) COMP
 AH4366  MODELED GRAVITY -    980,565.7   (mgal)                       NAVD 88
 AH4366
 AH4366  VERT ORDER      -  SECOND    CLASS I
 AH4366
 AH4366.The horizontal coordinates were determined by differentially corrected
 AH4366.hand held GPS observations or other comparable positioning techniques
 AH4366.and have an estimated accuracy of +/- 3 meters.
 AH4366
 AH4366.The orthometric height was determined by differential leveling and
 AH4366.adjusted by the NATIONAL GEODETIC SURVEY
 AH4366.in June 2000.
 AH4366
 AH4366.Significant digits in the geoid height do not necessarily reflect accuracy.
 AH4366.GEOID18 height accuracy estimate available here.
 AH4366
 AH4366.Click photographs - Photos may exist for this station.
 AH4366
 AH4366.The dynamic height is computed by dividing the NAVD 88
 AH4366.geopotential number by the normal gravity value computed on the
 AH4366.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH4366.degrees latitude (g = 980.6199 gals.).
 AH4366
 AH4366.The modeled gravity was interpolated from observed gravity values.
 AH4366
 AH4366;                    North         East    Units  Estimated Accuracy
 AH4366;SPC MN S     -   301,528.5     864,570.2     MT  (+/- 3 meters HH1 GPS) 
 AH4366
 AH4366_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK8547561953(NAD 83)
 AH4366
 AH4366                          SUPERSEDED SURVEY CONTROL
 AH4366
 AH4366.No superseded survey control is available for this station.
 AH4366
 AH4366_MARKER: DV = VERTICAL CONTROL DISK
 AH4366_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 AH4366_STAMPING: 1982 BC 1989
 AH4366_MARK LOGO: MNDT
 AH4366_PROJECTION: FLUSH
 AH4366_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AH4366_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AH4366_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AH4366+SATELLITE: SATELLITE OBSERVATIONS - July 18, 2023
 AH4366
 AH4366  HISTORY     - Date     Condition        Report By
 AH4366  HISTORY     - 1989     MONUMENTED       MNDT
 AH4366  HISTORY     - 20021217 GOOD             USPSQD
 AH4366  HISTORY     - 20051129 GOOD             USPSQD
 AH4366  HISTORY     - 20070618 GOOD             MNDT
 AH4366  HISTORY     - 20140611 GOOD             MNDT
 AH4366  HISTORY     - 20230718 GOOD             MNDT
 AH4366
 AH4366                          STATION DESCRIPTION
 AH4366
 AH4366'DESCRIBED BY MN DEPT OF TRANSP 1989 (OCO)
 AH4366'THE MARK IS LOCATED IN THE CITY OF EAGAN, 0.5 MILE NORTH ALONG
 AH4366'INTERSTATE HIGHWAY 35E FROM ITS JUNCTION WITH DIFFLEY ROAD (COUNTY
 AH4366'ROAD 30), NEAR THE DEERWOOD DRIVE BRIDGE OVER HIGHWAY 35E AT MILEPOINT
 AH4366'95.1, AND IN THE SW 1/4 OF SECTION 21, T27N, R23W.  THE MARK IS 69.6
 AH4366'FEET SOUTHEAST OF THE NORTHBOUND CENTERLINE OF HIGHWAY 35E, 50.0 FEET
 AH4366'SOUTH-SOUTHWEST OF THE EAST ABUTMENT OF THE BRIDGE, AND 0.6 FOOT
 AH4366'NORTH-NORTHWEST OF A STEEL WITNESS POST.  THE MARK, A STANDARD
 AH4366'MAGNETIC MNDT VERTICAL CONTROL MONUMENT DISK STAMPED---1982 BC
 AH4366'1989---, IS FORCED ONTO THE TOP OF A DRIVEN 3/4-INCH DIAMETER BY 25
 AH4366'FOOT LONG ALUMINUM ALLOY ROD AND IS 0.1 FOOT BELOW GROUND LEVEL.
 AH4366
 AH4366                          STATION RECOVERY (2002)
 AH4366
 AH4366'RECOVERY NOTE BY US POWER SQUADRON 2002 (JRD)
 AH4366'RECOVERED IN GOOD CONDITION.
 AH4366
 AH4366                          STATION RECOVERY (2005)
 AH4366
 AH4366'RECOVERY NOTE BY US POWER SQUADRON 2005 (ATD)
 AH4366'RECOVERED IN GOOD CONDITION.
 AH4366
 AH4366                          STATION RECOVERY (2007)
 AH4366
 AH4366'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (VWC)
 AH4366'THE MARK IS LOCATED ABOUT 9.7 MI (15.6 KM) WEST-SOUTHWEST OF SAINT
 AH4366'PAUL PARK, 7.4 MI (11.9 KM) WEST-SOUTHWEST OF INVER GROVE HEIGHTS AND
 AH4366'6.0 MI (9.7 KM) EAST-SOUTHEAST OF BLOOMINGTON.
 AH4366'
 AH4366'TO REACH TO THE MARK AT EAGAN, GO 0.5 MI (0.8 KM) NORTH OF THE
 AH4366'JUNCTION OF INTERSTATE HIGHWAY 35E AND COUNTY ROAD 30 (DIFFLEY ROAD),
 AH4366'NEAR DEERWOOD DRIVE BRIDGE OVER INTERSTATE HIGHWAY 35E, AT INTERSTATE
 AH4366'HIGHWAY 35E MILE POINT 95.1, 69.6 FT (21.2 M) SOUTHEAST OF NORTHBOUND
 AH4366'INTERSTATE HIGHWAY 35E, 50 FT (15.2 M) SOUTH-SOUTHWEST OF EAST
 AH4366'ABUTMENT OF BRIDGE, 0.6 FT (0.2 M) WEST OF A WITNESS POST.
 AH4366
 AH4366                          STATION RECOVERY (2014)
 AH4366
 AH4366'RECOVERY NOTE BY MN DEPT OF TRANSP 2014 (DAS)
 AH4366'RECOVERED AS DESCRIBED.
 AH4366
 AH4366                          STATION RECOVERY (2023)
 AH4366
 AH4366'RECOVERY NOTE BY MN DEPT OF TRANSP 2023 (MJS)
 AH4366'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 AH4367 ***********************************************************************
 AH4367  DESIGNATION -  1982 BD
 AH4367  PID         -  AH4367
 AH4367  STATE/COUNTY-  MN/DAKOTA
 AH4367  COUNTRY     -  US
 AH4367  USGS QUAD   -  SAINT PAUL SW (2019)
 AH4367
 AH4367                         *CURRENT SURVEY CONTROL
 AH4367  ______________________________________________________________________
 AH4367* NAD 83(1986) POSITION- 44 48 39.16   (N) 093 11 00.54   (W)   HD_HELD1
 AH4367* NAVD 88 ORTHO HEIGHT -   284.584 (meters)      933.67  (feet) ADJUSTED
 AH4367  ______________________________________________________________________
 AH4367  GEOID HEIGHT    -        -27.410 (meters)                     GEOID18
 AH4367  DYNAMIC HEIGHT  -        284.572 (meters)      933.63  (feet) COMP
 AH4367  MODELED GRAVITY -    980,565.8   (mgal)                       NAVD 88
 AH4367
 AH4367  VERT ORDER      -  SECOND    CLASS I
 AH4367
 AH4367.The horizontal coordinates were determined by differentially corrected
 AH4367.hand held GPS observations or other comparable positioning techniques
 AH4367.and have an estimated accuracy of +/- 3 meters.
 AH4367
 AH4367.The orthometric height was determined by differential leveling and
 AH4367.adjusted by the NATIONAL GEODETIC SURVEY
 AH4367.in September 2016.
 AH4367
 AH4367.Significant digits in the geoid height do not necessarily reflect accuracy.
 AH4367.GEOID18 height accuracy estimate available here.
 AH4367
 AH4367.Click photographs - Photos may exist for this station.
 AH4367
 AH4367.The dynamic height is computed by dividing the NAVD 88
 AH4367.geopotential number by the normal gravity value computed on the
 AH4367.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH4367.degrees latitude (g = 980.6199 gals.).
 AH4367
 AH4367.The modeled gravity was interpolated from observed gravity values.
 AH4367
 AH4367;                    North         East    Units  Estimated Accuracy
 AH4367;SPC MN S     -   301,533.3     864,586.0     MT  (+/- 3 meters HH1 GPS) 
 AH4367
 AH4367_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK8549161958(NAD 83)
 AH4367
 AH4367                          SUPERSEDED SURVEY CONTROL
 AH4367
 AH4367  NAVD 88 (06/08/00)  284.586  (m)          933.68   (f) SUPERSEDED  2 1
 AH4367
 AH4367.Superseded values are not recommended for survey control.
 AH4367
 AH4367.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH4367.See file dsdata.pdf to determine how the superseded data were derived.
 AH4367
 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: N = NO MAGNETIC MATERIAL
 AH4367_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AH4367_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AH4367+SATELLITE: SATELLITE OBSERVATIONS - July 18, 2023
 AH4367
 AH4367  HISTORY     - Date     Condition        Report By
 AH4367  HISTORY     - 1989     MONUMENTED       MNDT
 AH4367  HISTORY     - 20070618 GOOD             MNDT
 AH4367  HISTORY     - 20140611 GOOD             MNDT
 AH4367  HISTORY     - 20230718 GOOD             MNDT
 AH4367
 AH4367                          STATION DESCRIPTION
 AH4367
 AH4367'DESCRIBED BY MN DEPT OF TRANSP 1989 (OCO)
 AH4367'THE MARK IS LOCATED IN THE CITY OF EAGAN, 0.5 MILE NORTH ALONG
 AH4367'INTERSTATE HIGHWAY 35E FROM ITS JUNCTION WITH DIFFLEY ROAD (COUNTY
 AH4367'ROAD 30), AT THE DEERWOOD DRIVE OVERPASS, AT HIGHWAY 35E MILEPOINT
 AH4367'88.7, AND IN THE SW 1/4 OF SECTION 21, T27N, R23W.  THE MARK IS 29.5
 AH4367'FEET SOUTH-SOUTHWEST OF THE CENTERLINE OF DEERWOOD DRIVE, 47.0 FEET
 AH4367'WEST-NORTHWEST OF THE SOUTHEAST CORNER OF THE BRIDGE, AND 0.7 FOOT
 AH4367'NORTHEAST OF THE FACE OF THE SOUTH BRIDGE RAILING.  THE MARK, A
 AH4367'STANDARD MNDT VERTICAL CONTROL MONUMENT DISK STAMPED---1982 BD
 AH4367'1989---, IS SET IN THE CONCRETE WALKWAY ON THE SOUTH SIDE OF BRIDGE
 AH4367'NUMBER 19817 (DEERWOOD DRIVE OVER HIGHWAY 35E).
 AH4367
 AH4367                          STATION RECOVERY (2007)
 AH4367
 AH4367'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (VWC)
 AH4367'THE MARK IS LOCATED ABOUT 9.7 MI (15.6 KM) WEST-SOUTHWEST OF SAINT
 AH4367'PAUL PARK, 7.4 MI (11.9 KM) WEST-SOUTHWEST OF INVER GROVE HEIGHTS AND
 AH4367'6.0 MI (9.7 KM) EAST-SOUTHEAST OF BLOOMINGTON.
 AH4367'
 AH4367'TO REACH TO THE MARK AT EAGAN, GO 0.5 MI (0.8 KM) NORTH OF THE
 AH4367'JUNCTION OF INTERSTATE HIGHWAY 35E AND COUNTY ROAD 30 (DIFFLEY ROAD),
 AH4367'IN CONCRETE WALKWAY ON SOUTH SIDE OF DEERWOOD DRIVE BRIDGE 19883 OVER
 AH4367'INTERSTATE HIGHWAY 35E, AT INTERSTATE HIGHWAY 35E MILE POINT 88.7,
 AH4367'29.5 FT (9.0 M) SOUTH OF DEERWOOD DRIVE, 47.0 FT (14.3 M)
 AH4367'WEST-NORTHWEST OF THE SOUTHEAST CORNER OF BRIDGE, 0.7 FT (0.2 M)
 AH4367'NORTHEAST OF SOUTH FACE OF BRIDGE RAILING.
 AH4367
 AH4367                          STATION RECOVERY (2014)
 AH4367
 AH4367'RECOVERY NOTE BY MN DEPT OF TRANSP 2014 (DAS)
 AH4367'RECOVERED AS DESCRIBED.
 AH4367'
 AH4367'NOTE - TOP OF DISK HAS BEEN SCRAPED OFF.
 AH4367
 AH4367                          STATION RECOVERY (2023)
 AH4367
 AH4367'RECOVERY NOTE BY MN DEPT OF TRANSP 2023 (MJS)
 AH4367'THE TOP OF THE DISK HAS BEEN SCRAPED OFF.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 AH4368 ***********************************************************************
 AH4368  DESIGNATION -  1982 BF
 AH4368  PID         -  AH4368
 AH4368  STATE/COUNTY-  MN/DAKOTA
 AH4368  COUNTRY     -  US
 AH4368  USGS QUAD   -  SAINT PAUL SW (2019)
 AH4368
 AH4368                         *CURRENT SURVEY CONTROL
 AH4368  ______________________________________________________________________
 AH4368* NAD 83(1986) POSITION- 44 48 46.68   (N) 093 10 48.18   (W)   HD_HELD1
 AH4368* NAVD 88 ORTHO HEIGHT -   269.169 (meters)      883.10  (feet) ADJUSTED
 AH4368  ______________________________________________________________________
 AH4368  GEOID HEIGHT    -        -27.415 (meters)                     GEOID18
 AH4368  DYNAMIC HEIGHT  -        269.157 (meters)      883.06  (feet) COMP
 AH4368  MODELED GRAVITY -    980,566.3   (mgal)                       NAVD 88
 AH4368
 AH4368  VERT ORDER      -  SECOND    CLASS I
 AH4368
 AH4368.The horizontal coordinates were determined by differentially corrected
 AH4368.hand held GPS observations or other comparable positioning techniques
 AH4368.and have an estimated accuracy of +/- 3 meters.
 AH4368
 AH4368.The orthometric height was determined by differential leveling and
 AH4368.adjusted by the NATIONAL GEODETIC SURVEY
 AH4368.in June 2000.
 AH4368
 AH4368.Significant digits in the geoid height do not necessarily reflect accuracy.
 AH4368.GEOID18 height accuracy estimate available here.
 AH4368
 AH4368.Click photographs - Photos may exist for this station.
 AH4368
 AH4368.The dynamic height is computed by dividing the NAVD 88
 AH4368.geopotential number by the normal gravity value computed on the
 AH4368.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH4368.degrees latitude (g = 980.6199 gals.).
 AH4368
 AH4368.The modeled gravity was interpolated from observed gravity values.
 AH4368
 AH4368;                    North         East    Units  Estimated Accuracy
 AH4368;SPC MN S     -   301,768.1     864,855.3     MT  (+/- 3 meters HH1 GPS) 
 AH4368
 AH4368_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK8576362189(NAD 83)
 AH4368
 AH4368                          SUPERSEDED SURVEY CONTROL
 AH4368
 AH4368.No superseded survey control is available for this station.
 AH4368
 AH4368_MARKER: DV = VERTICAL CONTROL DISK
 AH4368_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 AH4368_STAMPING: 1982 BF 1989
 AH4368_MARK LOGO: MNDT
 AH4368_PROJECTION: PROJECTING 10 CENTIMETERS
 AH4368_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AH4368_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AH4368_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AH4368+SATELLITE: SATELLITE OBSERVATIONS - July 18, 2023
 AH4368_ROD/PIPE-DEPTH: 11.6 meters
 AH4368
 AH4368  HISTORY     - Date     Condition        Report By
 AH4368  HISTORY     - 1989     MONUMENTED       MNDT
 AH4368  HISTORY     - 20070618 GOOD             MNDT
 AH4368  HISTORY     - 20140611 GOOD             MNDT
 AH4368  HISTORY     - 20230718 GOOD             MNDT
 AH4368
 AH4368                          STATION DESCRIPTION
 AH4368
 AH4368'DESCRIBED BY MN DEPT OF TRANSP 1989 (OCO)
 AH4368'THE MARK IS LOCATED IN THE CITY OF EAGAN, 0.8 MILE NORTH ALONG
 AH4368'INTERSTATE HIGHWAY 35E FROM ITS JUNCTION WITH DIFFLEY ROAD (COUNTY
 AH4368'ROAD 30), ABOUT 1200 FEET NORTHEAST OF THE DEERWOOD DRIVE BRIDGE OVER
 AH4368'HIGHWAY 35E, AT MILEPOINT 95.65, AND IN THE NW 1/4 OF SECTION 21,
 AH4368'T27N, R23W.  THE MARK IS 43.5 FEET NORTHWEST OF THE WEST EDGE
 AH4368'(CONCRETE) OF THE SOUTHBOUND LANE OF HIGHWAY 35E (AT ENGINEERS STATION
 AH4368'482+25), 94.0 FEET EAST OF A STEEL POST, 7.4 FEET WEST-SOUTHWEST OF AN
 AH4368'18-INCH DIAMETER OAK TREE, AND 1.0 FOOT SOUTH OF A STEEL WITNESS POST.
 AH4368'THE MARK, A STANDARD MAGNETIC MNDT VERTICAL CONTROL MONUMENT DISK
 AH4368'STAMPED---1982 BF 1989---, IS FORCED ONTO THE TOP OF A DRIVEN 3/4-INCH
 AH4368'DIAMETER BY 38 FOOT LONG ALUMINUM ALLOY ROD AND IS 0.2 FOOT ABOVE
 AH4368'GROUND LEVEL.
 AH4368
 AH4368                          STATION RECOVERY (2007)
 AH4368
 AH4368'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (VWC)
 AH4368'THE MARK IS LOCATED ABOUT 9.5 MI (15.3 KM) WEST-SOUTHWEST OF SAINT
 AH4368'PAUL PARK, 7.2 MI (11.6 KM) WEST-SOUTHWEST OF INVER GROVE HEIGHTS AND
 AH4368'6.1 MI (9.8 KM) EAST-SOUTHEAST OF BLOOMINGTON.
 AH4368'
 AH4368'TO REACH TO THE MARK AT EAGAN, AT INTERSTATE HIGHWAY 35E MILE POINT
 AH4368'95.65, 0.8 MI (1.3 KM) NORTH OF THE JUNCTION OF INTERSTATE HIGHWAY 35E
 AH4368'AND COUNTY ROAD 30 (DIFFLEY ROAD), 1200 FT (365.8 M) NORTH OF DEERWOOD
 AH4368'DRIVE, 43.5 FT (13.3 M) NORTHWEST OF WEST EDGE OF SOUTH BOUND
 AH4368'INTERSTATE HIGHWAY 35E, AT STATION 485+25, 94.0 FT (28.7 M) EAST OF
 AH4368'STEEL POST, 1.0 FT (0.3 M) SOUTH OF A WITNESS POST.
 AH4368
 AH4368                          STATION RECOVERY (2014)
 AH4368
 AH4368'RECOVERY NOTE BY MN DEPT OF TRANSP 2014 (DAS)
 AH4368'RECOVERED AS DESCRIBED.
 AH4368
 AH4368                          STATION RECOVERY (2023)
 AH4368
 AH4368'RECOVERY NOTE BY MN DEPT OF TRANSP 2023 (MJS)
 AH4368'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 AH4370 ***********************************************************************
 AH4370  DESIGNATION -  1982 BH
 AH4370  PID         -  AH4370
 AH4370  STATE/COUNTY-  MN/DAKOTA
 AH4370  COUNTRY     -  US
 AH4370  USGS QUAD   -  SAINT PAUL SW (2019)
 AH4370
 AH4370                         *CURRENT SURVEY CONTROL
 AH4370  ______________________________________________________________________
 AH4370* NAD 83(2011) POSITION- 44 49 20.09478(N) 093 10 19.88937(W)   ADJUSTED
 AH4370* NAD 83(2011) ELLIP HT-   236.819 (meters)        (05/18/15)   ADJUSTED
 AH4370* NAD 83(2011) EPOCH   -  2010.00
 AH4370* NAVD 88 ORTHO HEIGHT -   264.225 (meters)      866.88  (feet) ADJUSTED
 AH4370  ______________________________________________________________________
 AH4370  GEOID HEIGHT    -        -27.416 (meters)                     GEOID18
 AH4370  NAD 83(2011) X  -   -250,770.531 (meters)                     COMP
 AH4370  NAD 83(2011) Y  - -4,524,761.265 (meters)                     COMP
 AH4370  NAD 83(2011) Z  -  4,473,525.849 (meters)                     COMP
 AH4370  LAPLACE CORR    -         -6.55  (seconds)                    DEFLEC18
 AH4370  DYNAMIC HEIGHT  -        264.214 (meters)      866.84  (feet) COMP
 AH4370  MODELED GRAVITY -    980,568.0   (mgal)                       NAVD 88
 AH4370
 AH4370  VERT ORDER      -  SECOND    CLASS I
 AH4370
 AH4370  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AH4370  Standards:
 AH4370         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AH4370            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AH4370  -------------------------------------------------------------------
 AH4370  NETWORK    0.75   2.00           0.33   0.28   1.02      0.07496768
 AH4370  -------------------------------------------------------------------
 AH4370  Click here for local accuracies and other accuracy information.
 AH4370
 AH4370.The horizontal coordinates were established by GPS observations
 AH4370.and adjusted by the MN DEPT OF TRANSP in May 2015.
 AH4370
 AH4370.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AH4370.been affixed to the stable North American tectonic plate. See 
 AH4370.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AH4370
 AH4370.The horizontal coordinates are valid at the epoch date displayed above
 AH4370.which is a decimal equivalence of Year/Month/Day.
 AH4370
 AH4370.The orthometric height was determined by differential leveling and
 AH4370.adjusted by the NATIONAL GEODETIC SURVEY
 AH4370.in June 2000.
 AH4370
 AH4370.Significant digits in the geoid height do not necessarily reflect accuracy.
 AH4370.GEOID18 height accuracy estimate available here.
 AH4370
 AH4370.Click photographs - Photos may exist for this station.
 AH4370
 AH4370.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AH4370
 AH4370.The Laplace correction was computed from DEFLEC18 derived deflections.
 AH4370
 AH4370.The ellipsoidal height was determined by GPS observations
 AH4370.and is referenced to NAD 83.
 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. The following values were computed from the NAD 83(2011) position.
 AH4370
 AH4370;                    North         East     Units Scale Factor Converg.
 AH4370;SPC MN S     -   302,805.768   865,466.376   MT  0.99993768   +0 34 48.8
 AH4370;SPC MN S     -   993,455.26  2,839,450.94   sFT  0.99993768   +0 34 48.8
 AH4370;UTM  15      - 4,963,219.195   486,386.781   MT  0.99960228   -0 07 17.0
 AH4370
 AH4370!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH4370!SPC MN S     -   0.99996287  x   0.99993768  =   0.99990055
 AH4370!UTM  15      -   0.99996287  x   0.99960228  =   0.99956517
 AH4370
 AH4370_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK8638663219(NAD 83)
 AH4370
 AH4370                          SUPERSEDED SURVEY CONTROL
 AH4370
 AH4370.No superseded survey control is available for this station.
 AH4370
 AH4370_MARKER: DV = VERTICAL CONTROL DISK
 AH4370_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 AH4370_STAMPING: 1982 BH 1988
 AH4370_MARK LOGO: MNDT
 AH4370_PROJECTION: PROJECTING 8 CENTIMETERS
 AH4370_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AH4370_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AH4370_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH4370+SATELLITE: SATELLITE OBSERVATIONS - July 18, 2023
 AH4370_ROD/PIPE-DEPTH: 10.7 meters
 AH4370
 AH4370  HISTORY     - Date     Condition        Report By
 AH4370  HISTORY     - 1989     MONUMENTED       MNDT
 AH4370  HISTORY     - 20070618 GOOD             MNDT
 AH4370  HISTORY     - 20140611 GOOD             MNDT
 AH4370  HISTORY     - 20140806 GOOD             MNDT
 AH4370  HISTORY     - 20230718 POOR             MNDT
 AH4370
 AH4370                          STATION DESCRIPTION
 AH4370
 AH4370'DESCRIBED BY MN DEPT OF TRANSP 1989 (OCO)
 AH4370'THE MARK IS LOCATED IN THE CITY OF EAGAN, 0.65 MILE SOUTH ALONG
 AH4370'INTERSTATE HIGHWAY 35E FROM ITS JUNCTION WITH PILOT KNOB ROAD (COUNTY
 AH4370'ROAD 31), AT HIGHWAY 35E MILEPOINT 96.45, AND IN THE SE 1/4 OF SECTION
 AH4370'16, T27N, R23W.  THE MARK IS 102.0 FEET EAST-SOUTHEAST OF THE EAST
 AH4370'EDGE (CONCRETE) OF THE NORTHBOUND LANE OF HIGHWAY 35E, 17.5 FEET
 AH4370'WEST-NORTHWEST OF A RIGHT - OF - WAY FENCE, 52.5 FEET SOUTH-SOUTHWEST
 AH4370'OF A POWER POLE (WITH A TRANSFORMER), AND 1.2 FEET WEST-NORTHWEST OF A
 AH4370'STEEL WITNESS POST. THE MARK, A STANDARD MAGNETIC MNDT VERTICAL
 AH4370'CONTROL MONUMENT DISK STAMPED---1982 BH 1989---, IS FORCED ONTO THE
 AH4370'TOP OF A DRIVEN 3/4-INCH DIAMETER BY 35.0 FOOT LONG ALUMINUM ALLOY ROD
 AH4370'AND IS 0.2 FOOT ABOVE GROUND LEVEL.
 AH4370
 AH4370                          STATION RECOVERY (2007)
 AH4370
 AH4370'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (VWC)
 AH4370'THE MARK IS LOCATED ABOUT 9.0 MI (14.5 KM) WEST OF SAINT PAUL PARK,
 AH4370'6.6 MI (10.6 KM) WEST-SOUTHWEST OF INVER GROVE HEIGHTS AND 6.3 MI
 AH4370'(10.1 KM) EAST-SOUTHEAST OF BLOOMINGTON.
 AH4370'
 AH4370'TO REACH TO THE MARK AT EAGAN, AT INTERSTATE HIGHWAY 35E MILE POINT
 AH4370'96.45, GO 0.65 MI (1.0 KM) SOUTH OF THE JUNCTION OF INTERSTATE HIGHWAY
 AH4370'35E AND COUNTY ROAD 31 (PILOT KNOB ROAD), 223.0 FT (68.0 M)
 AH4370'SOUTH-SOUTHWEST OF POWER POLE WITH TRANSFORMER BOX, 102.0 FT (31.1 M)
 AH4370'EAST-SOUTHEAST OF EAST EDGE OF CONCRETE ON NORTHBOUND INTERSTATE
 AH4370'HIGHWAY 35E, 17.5 FT (5.3 M) WEST-NORTHWEST OF RIGHT OF WAY FENCE, 1.2
 AH4370'FT (0.4 M) WEST-NORTHWEST OF A WITNESS POST.
 AH4370
 AH4370                          STATION RECOVERY (2014)
 AH4370
 AH4370'RECOVERY NOTE BY MN DEPT OF TRANSP 2014 (DAS)
 AH4370'RECOVERED AS DESCRIBED.
 AH4370
 AH4370                          STATION RECOVERY (2014)
 AH4370
 AH4370'RECOVERY NOTE BY MN DEPT OF TRANSP 2014 (SXS)
 AH4370'RECOVERED AS DESCRIBED.
 AH4370
 AH4370                          STATION RECOVERY (2023)
 AH4370
 AH4370'RECOVERY NOTE BY MN DEPT OF TRANSP 2023 (MJS)
 AH4370'GEODETIC INFO LOST. MARK HIT BY MOWER, SHOULD BE DESTROYED AND RESET.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 AH4371 ***********************************************************************
 AH4371  DESIGNATION -  1982 BI
 AH4371  PID         -  AH4371
 AH4371  STATE/COUNTY-  MN/DAKOTA
 AH4371  COUNTRY     -  US
 AH4371  USGS QUAD   -  SAINT PAUL SW (2019)
 AH4371
 AH4371                         *CURRENT SURVEY CONTROL
 AH4371  ______________________________________________________________________
 AH4371* NAD 83(1986) POSITION- 44 49 37.55   (N) 093 10 09.61   (W)   HD_HELD1
 AH4371* NAVD 88 ORTHO HEIGHT -   273.923 (meters)      898.70  (feet) ADJUSTED
 AH4371  ______________________________________________________________________
 AH4371  GEOID HEIGHT    -        -27.413 (meters)                     GEOID18
 AH4371  DYNAMIC HEIGHT  -        273.912 (meters)      898.66  (feet) COMP
 AH4371  MODELED GRAVITY -    980,569.3   (mgal)                       NAVD 88
 AH4371
 AH4371  VERT ORDER      -  SECOND    CLASS I
 AH4371
 AH4371.The horizontal coordinates were determined by differentially corrected
 AH4371.hand held GPS observations or other comparable positioning techniques
 AH4371.and have an estimated accuracy of +/- 3 meters.
 AH4371
 AH4371.The orthometric height was determined by differential leveling and
 AH4371.adjusted by the NATIONAL GEODETIC SURVEY
 AH4371.in June 2000.
 AH4371
 AH4371.Significant digits in the geoid height do not necessarily reflect accuracy.
 AH4371.GEOID18 height accuracy estimate available here.
 AH4371
 AH4371.Click photographs - Photos may exist for this station.
 AH4371
 AH4371.The dynamic height is computed by dividing the NAVD 88
 AH4371.geopotential number by the normal gravity value computed on the
 AH4371.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH4371.degrees latitude (g = 980.6199 gals.).
 AH4371
 AH4371.The modeled gravity was interpolated from observed gravity values.
 AH4371
 AH4371;                    North         East    Units  Estimated Accuracy
 AH4371;SPC MN S     -   303,346.8     865,686.7     MT  (+/- 3 meters HH1 GPS) 
 AH4371
 AH4371_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK8661363757(NAD 83)
 AH4371
 AH4371                          SUPERSEDED SURVEY CONTROL
 AH4371
 AH4371.No superseded survey control is available for this station.
 AH4371
 AH4371_MARKER: DV = VERTICAL CONTROL DISK
 AH4371_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 AH4371_STAMPING: 1982 BI 1989
 AH4371_MARK LOGO: MNDT
 AH4371_PROJECTION: FLUSH
 AH4371_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AH4371_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AH4371_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AH4371+SATELLITE: SATELLITE OBSERVATIONS - July 18, 2023
 AH4371_ROD/PIPE-DEPTH: 5.5 meters
 AH4371
 AH4371  HISTORY     - Date     Condition        Report By
 AH4371  HISTORY     - 1989     MONUMENTED       MNDT
 AH4371  HISTORY     - 20070618 GOOD             MNDT
 AH4371  HISTORY     - 20140611 GOOD             MNDT
 AH4371  HISTORY     - 20230718 GOOD             MNDT
 AH4371
 AH4371                          STATION DESCRIPTION
 AH4371
 AH4371'DESCRIBED BY MN DEPT OF TRANSP 1989 (OCO)
 AH4371'THE MARK IS LOCATED IN THE CITY OF EAGAN, 0.2 MILE SOUTH ALONG PILOT
 AH4371'KNOB ROAD (COUNTY ROAD 31) FROM ITS JUNCTION WITH INTERSTATE HIGHWAY
 AH4371'35E, THENCE 0.1 MILE WEST ALONG DUCKWOOD DRIVE, AT THE WEST END OF THE
 AH4371'PARKING LOT FOR THE EAGAN MEDICAL CENTER, AND IN THE NE 1/4 OF SECTION
 AH4371'16, T27N, R23W.  THE MARK IS 5.4 FEET SOUTHEAST OF A RIGHT - OF - WAY
 AH4371'FENCE, 95.0 FEET NORTH OF A LIGHT STANDARD, 82.4 FEET NORTHEAST OF A
 AH4371'14-INCH DIAMETER PINE TREE, AND 0.9 FOOT NORTHWEST OF A STEEL WITNESS
 AH4371'POST. THE MARK, A STANDARD MAGNETIC MNDT VERTICAL CONTROL MONUMENT
 AH4371'DISK STAMPED---1982 BI 1989---, IS FORCED ONTO THE TOP OF A DRIVEN
 AH4371'3/4-INCH DIAMETER BY 18.0 FOOT LONG ALUMINUM ALLOY ROD AND IS 0.2 FOOT
 AH4371'BELOW GROUND LEVEL.
 AH4371
 AH4371                          STATION RECOVERY (2007)
 AH4371
 AH4371'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (VWC)
 AH4371'THE MARK IS LOCATED ABOUT 8.8 MI (14.2 KM) WEST OF SAINT PAUL PARK,
 AH4371'6.4 MI (10.3 KM) EAST OF BLOOMINGTON AND 6.4 MI (10.3 KM)
 AH4371'WEST-SOUTHWEST OF INVER GROVE HEIGHTS.
 AH4371'
 AH4371'TO REACH TO THE MARK AT EAGAN, GO 0.2 MI (0.3 KM) SOUTH OF THE
 AH4371'JUNCTION OF INTERSTATE HIGHWAY 35E AND PILOT KNOB ROAD (COUNTY ROAD
 AH4371'31) THEN 0.1 MI (0.2 KM) WEST ON DUCKWOOD DRIVE, AT WEST END OF
 AH4371'PARKING LOT AT EAGAN MEDICAL CENTER, 5.4 FT (1.6 M) SOUTHEAST OF RIGHT
 AH4371'OF WAY FENCE, 95.0 FT (29.0 M) NORTH OF LIGHT STANDARD, 0.9 FT (0.3 M)
 AH4371'NORTHWEST OF A WITNESS POST.
 AH4371
 AH4371                          STATION RECOVERY (2014)
 AH4371
 AH4371'RECOVERY NOTE BY MN DEPT OF TRANSP 2014 (DAS)
 AH4371'RECOVERED AS DESCRIBED.
 AH4371
 AH4371                          STATION RECOVERY (2023)
 AH4371
 AH4371'RECOVERY NOTE BY MN DEPT OF TRANSP 2023 (MJS)
 AH4371'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 AH4374 ***********************************************************************
 AH4374  DESIGNATION -  1982 BJ
 AH4374  PID         -  AH4374
 AH4374  STATE/COUNTY-  MN/DAKOTA
 AH4374  COUNTRY     -  US
 AH4374  USGS QUAD   -  SAINT PAUL SW (2019)
 AH4374
 AH4374                         *CURRENT SURVEY CONTROL
 AH4374  ______________________________________________________________________
 AH4374* NAD 83(1986) POSITION- 44 50 00.03   (N) 093 09 52.55   (W)   HD_HELD1
 AH4374* NAVD 88 ORTHO HEIGHT -   278.473 (meters)      913.62  (feet) ADJUSTED
 AH4374  ______________________________________________________________________
 AH4374  GEOID HEIGHT    -        -27.412 (meters)                     GEOID18
 AH4374  DYNAMIC HEIGHT  -        278.463 (meters)      913.59  (feet) COMP
 AH4374  MODELED GRAVITY -    980,570.8   (mgal)                       NAVD 88
 AH4374
 AH4374  VERT ORDER      -  SECOND    CLASS I
 AH4374
 AH4374.The horizontal coordinates were determined by differentially corrected
 AH4374.hand held GPS observations or other comparable positioning techniques
 AH4374.and have an estimated accuracy of +/- 3 meters.
 AH4374
 AH4374.The orthometric height was determined by differential leveling and
 AH4374.adjusted by the NATIONAL GEODETIC SURVEY
 AH4374.in June 2000.
 AH4374
 AH4374.Significant digits in the geoid height do not necessarily reflect accuracy.
 AH4374.GEOID18 height accuracy estimate available here.
 AH4374
 AH4374.Click photographs - Photos may exist for this station.
 AH4374
 AH4374.The dynamic height is computed by dividing the NAVD 88
 AH4374.geopotential number by the normal gravity value computed on the
 AH4374.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH4374.degrees latitude (g = 980.6199 gals.).
 AH4374
 AH4374.The modeled gravity was interpolated from observed gravity values.
 AH4374
 AH4374;                    North         East    Units  Estimated Accuracy
 AH4374;SPC MN S     -   304,044.5     866,054.3     MT  (+/- 3 meters HH1 GPS) 
 AH4374
 AH4374_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK8698964450(NAD 83)
 AH4374
 AH4374                          SUPERSEDED SURVEY CONTROL
 AH4374
 AH4374.No superseded survey control is available for this station.
 AH4374
 AH4374_MARKER: DV = VERTICAL CONTROL DISK
 AH4374_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AH4374_SP_SET: BRIDGE RAILING
 AH4374_STAMPING: 1982 BJ 1988
 AH4374_MARK LOGO: MNDT
 AH4374_PROJECTION: FLUSH
 AH4374_MAGNETIC: N = NO MAGNETIC MATERIAL
 AH4374_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AH4374_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AH4374+SATELLITE: SATELLITE OBSERVATIONS - August 01, 2023
 AH4374
 AH4374  HISTORY     - Date     Condition        Report By
 AH4374  HISTORY     - 19880401 MONUMENTED       MNDT
 AH4374  HISTORY     - 20070618 GOOD             MNDT
 AH4374  HISTORY     - 20140611 GOOD             MNDT
 AH4374  HISTORY     - 20230801 GOOD             MNDT
 AH4374
 AH4374                          STATION DESCRIPTION
 AH4374
 AH4374'DESCRIBED BY MN DEPT OF TRANSP 1988 (OCO)
 AH4374'THE MARK IS LOCATED IN THE CITY OF EAGAN, AT THE JUNCTION OF YANKEE
 AH4374'DOODLE ROAD (COUNTY ROAD 28) AND INTERSTATE HIGHWAY 35E, AND IN THE NW
 AH4374'1/4 OF SECTION 15, T27N, R23W.  THE MARK IS 30.5 FEET SOUTH OF THE
 AH4374'EASTBOUND CENTERLINE OF YANKEE DOODLE ROAD, 29.1 FEET EAST OF THE
 AH4374'SOUTHWEST CORNER OF THE SOUTH BRIDGE RAILING, AND 32.1 FEET EAST OF
 AH4374'THE END STEEL FENCE POST OF THE BRIDGE FENCE.  THE MARK, A STANDARD
 AH4374'MNDT VERTICAL CONTROL MONUMENT DISK STAMPED---1982 BJ 1988---, IS SET
 AH4374'IN THE TOP OF THE BRIDGE RAILING AT THE SOUTHWEST CORNER OF BRIDGE
 AH4374'NUMBER 19864 (YANKEE DOODLE ROAD OVER HIGHWAY 35E).
 AH4374
 AH4374                          STATION RECOVERY (2007)
 AH4374
 AH4374'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (VWC)
 AH4374'THE MARK IS LOCATED ABOUT 8.4 MI (13.5 KM) SOUTH-SOUTHWEST OF SAINT
 AH4374'PAUL, 6.6 MI (10.6 KM) EAST OF BLOOMINGTON AND 6.1 MI (9.8 KM) WEST OF
 AH4374'INVER GROVE HEIGHTS.
 AH4374'
 AH4374'TO REACH TO THE MARK AT EAGAN, IN THE TOP OF RAILING ON YANKEE DOODLE
 AH4374'ROAD (COUNTY ROAD 28) BRIDGE 19864 OVER INTERSTATE HIGHWAY 35E, GO
 AH4374'30.5 FT (9.3 M) SOUTH OF EASTBOUND COUNTY ROAD 28, 29.1 FT (8.9 M)
 AH4374'EAST OF THE SOUTHWEST CORNER OF SOUTH BRIDGE RAILING, 32.1 FT (9.8 M)
 AH4374'EAST OF END STEEL FENCE POST IN BRIDGE FENCE.
 AH4374
 AH4374                          STATION RECOVERY (2014)
 AH4374
 AH4374'RECOVERY NOTE BY MN DEPT OF TRANSP 2014 (DAS)
 AH4374'IN EAGAN, IN THE TOP OF RAILING ON YANKEE DOODLE ROAD (COUNTY ROAD 28)
 AH4374'BRIDGE 19864 OVER INTERSTATE HIGHWAY 35 EAST, 30.5 FT (9.3 M) SOUTH OF
 AH4374'EASTBOUND COUNTY ROAD 28, 29.1 FT (8.9 M) EAST OF THE SOUTHWEST CORNER
 AH4374'OF SOUTH BRIDGE RAILING, 32.1 FT (9.8 M) EAST OF END STEEL FENCE POST
 AH4374'IN BRIDGE FENCE.  THIS STATION IS VIRTUALLY UNUSABLE AS THE FENCE
 AH4374'COVERS 90 PERCENT OF THE DISK.
 AH4374
 AH4374                          STATION RECOVERY (2023)
 AH4374
 AH4374'RECOVERY NOTE BY MN DEPT OF TRANSP 2023 (MJS)
 AH4374'THE SURVEY MARK HAS BEEN DEEMED UNSAFE DUE TO FALL RISK AND HAS BEEN
 AH4374'ABANDONED FOR MNDOT GEODETIC USE.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 AH4376 ***********************************************************************
 AH4376  DESIGNATION -  1982 BK
 AH4376  PID         -  AH4376
 AH4376  STATE/COUNTY-  MN/DAKOTA
 AH4376  COUNTRY     -  US
 AH4376  USGS QUAD   -  SAINT PAUL SW (2019)
 AH4376
 AH4376                         *CURRENT SURVEY CONTROL
 AH4376  ______________________________________________________________________
 AH4376* NAD 83(1986) POSITION- 44 49 59.78   (N) 093 09 47.77   (W)   HD_HELD1
 AH4376* NAVD 88 ORTHO HEIGHT -   277.594 (meters)      910.74  (feet) ADJUSTED
 AH4376  ______________________________________________________________________
 AH4376  GEOID HEIGHT    -        -27.416 (meters)                     GEOID18
 AH4376  DYNAMIC HEIGHT  -        277.584 (meters)      910.71  (feet) COMP
 AH4376  MODELED GRAVITY -    980,570.7   (mgal)                       NAVD 88
 AH4376
 AH4376  VERT ORDER      -  SECOND    CLASS I
 AH4376
 AH4376.The horizontal coordinates were determined by differentially corrected
 AH4376.hand held GPS observations or other comparable positioning techniques
 AH4376.and have an estimated accuracy of +/- 3 meters.
 AH4376
 AH4376.The orthometric height was determined by differential leveling and
 AH4376.adjusted by the NATIONAL GEODETIC SURVEY
 AH4376.in June 2000.
 AH4376
 AH4376.No vertical observational check was made to the station.
 AH4376
 AH4376.Significant digits in the geoid height do not necessarily reflect accuracy.
 AH4376.GEOID18 height accuracy estimate available here.
 AH4376
 AH4376.Click photographs - Photos may exist for this station.
 AH4376
 AH4376.The dynamic height is computed by dividing the NAVD 88
 AH4376.geopotential number by the normal gravity value computed on the
 AH4376.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH4376.degrees latitude (g = 980.6199 gals.).
 AH4376
 AH4376.The modeled gravity was interpolated from observed gravity values.
 AH4376
 AH4376;                    North         East    Units  Estimated Accuracy
 AH4376;SPC MN S     -   304,037.9     866,159.4     MT  (+/- 3 meters HH1 GPS) 
 AH4376
 AH4376_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK8709464442(NAD 83)
 AH4376
 AH4376                          SUPERSEDED SURVEY CONTROL
 AH4376
 AH4376.No superseded survey control is available for this station.
 AH4376
 AH4376_MARKER: DV = VERTICAL CONTROL DISK
 AH4376_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AH4376_SP_SET: BRIDGE RAILING
 AH4376_STAMPING: 1982 BK 1988
 AH4376_MARK LOGO: MNDT
 AH4376_PROJECTION: FLUSH
 AH4376_MAGNETIC: N = NO MAGNETIC MATERIAL
 AH4376_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AH4376_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AH4376+SATELLITE: SATELLITE OBSERVATIONS - August 01, 2023
 AH4376
 AH4376  HISTORY     - Date     Condition        Report By
 AH4376  HISTORY     - 19880401 MONUMENTED       MNDT
 AH4376  HISTORY     - 20021217 GOOD             USPSQD
 AH4376  HISTORY     - 20051129 GOOD             USPSQD
 AH4376  HISTORY     - 20070618 GOOD             MNDT
 AH4376  HISTORY     - 20140611 GOOD             MNDT
 AH4376  HISTORY     - 20230801 GOOD             MNDT
 AH4376
 AH4376                          STATION DESCRIPTION
 AH4376
 AH4376'DESCRIBED BY MN DEPT OF TRANSP 1988 (OCO)
 AH4376'THE MARK IS LOCATED IN THE CITY OF EAGAN, AT THE JUNCTION OF YANKEE
 AH4376'DOODLE ROAD (COUNTY ROAD 28) AND INTERSTATE HIGHWAY 35E, AND IN THE NW
 AH4376'1/4 OF SECTION 15, T27N, R23W.  THE MARK IS 30.4 FEET WEST OF THE
 AH4376'SOUTHEAST CORNER OF THE SOUTH BRIDGE RAILING, AND 59.2 FEET
 AH4376'WEST-NORTHWEST OF A LIGHT STANDARD (NUMBERED EIV 14).  THE MARK, A
 AH4376'STANDARD MNDT VERTICAL CONTROL MONUMENT DISK STAMPED---1982 BK
 AH4376'1988---, IS SET IN THE TOP OF THE BRIDGE RAILING AT THE SOUTHEAST
 AH4376'CORNER OF BRIDGE NUMBER 19864 (YANKEE DOODLE ROAD OVER HIGHWAY 35E).
 AH4376
 AH4376                          STATION RECOVERY (2002)
 AH4376
 AH4376'RECOVERY NOTE BY US POWER SQUADRON 2002 (JRD)
 AH4376'RECOVERED IN GOOD CONDITION.
 AH4376
 AH4376                          STATION RECOVERY (2005)
 AH4376
 AH4376'RECOVERY NOTE BY US POWER SQUADRON 2005 (ATD)
 AH4376'RECOVERED IN GOOD CONDITION.
 AH4376
 AH4376                          STATION RECOVERY (2007)
 AH4376
 AH4376'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (VWC)
 AH4376'THE MARK IS LOCATED ABOUT 8.4 MI (13.5 KM) SOUTH-SOUTHWEST OF SAINT
 AH4376'PAUL, 6.7 MI (10.8 KM) EAST OF BLOOMINGTON AND 6.0 MI (9.7 KM) WEST OF
 AH4376'INVER GROVE HEIGHTS.
 AH4376'
 AH4376'TO REACH TO THE MARK AT EAGAN, IN THE TOP OF RAILING AT SOUTHEAST
 AH4376'CORNER OF YANKEE DOODLE ROAD (COUNTY ROAD 28) BRIDGE 19864 OVER
 AH4376'INTERSTATE HIGHWAY 35E, GO 30.4 FT (9.3 M) WEST OF THE SOUTHEAST
 AH4376'CORNER OF SOUTH BRIDGE RAILING, 59.2 FT (18.0 M) WEST-NORTHWEST OF
 AH4376'LIGHT STANDARD EIV14.
 AH4376
 AH4376                          STATION RECOVERY (2014)
 AH4376
 AH4376'RECOVERY NOTE BY MN DEPT OF TRANSP 2014 (DAS)
 AH4376'IN EAGAN, IN THE TOP OF RAILING AT SOUTHEAST CORNER OF YANKEE DOODLE
 AH4376'ROAD (COUNTY ROAD 28) BRIDGE 19864 OVER INTERSTATE HIGHWAY 35 EAST,
 AH4376'30.4 FT (9.3 M) WEST OF THE SOUTHEAST CORNER OF SOUTH BRIDGE RAILING,
 AH4376'59.2 FT (18.0 M) WEST-NORTHWEST OF LIGHT STANDARD EIV14.  THIS STATION
 AH4376'IS VIRTUALLY UNUSABLE AS THE FENCE COVERS 90 PERCENT OF THE DISK.
 AH4376
 AH4376                          STATION RECOVERY (2023)
 AH4376
 AH4376'RECOVERY NOTE BY MN DEPT OF TRANSP 2023 (MJS)
 AH4376'THE SURVEY MARK HAS BEEN DEEMED UNSAFE DUE TO FALL RISK AND HAS BEEN
 AH4376'ABANDONED FOR MNDOT GEODETIC USE.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 AH4373 ***********************************************************************
 AH4373  DESIGNATION -  1982 BL
 AH4373  PID         -  AH4373
 AH4373  STATE/COUNTY-  MN/DAKOTA
 AH4373  COUNTRY     -  US
 AH4373  USGS QUAD   -  SAINT PAUL SW (2019)
 AH4373
 AH4373                         *CURRENT SURVEY CONTROL
 AH4373  ______________________________________________________________________
 AH4373* NAD 83(1986) POSITION- 44 49 51.21   (N) 093 10 01.49   (W)   HD_HELD1
 AH4373* NAVD 88 ORTHO HEIGHT -   278.408 (meters)      913.41  (feet) ADJUSTED
 AH4373  ______________________________________________________________________
 AH4373  GEOID HEIGHT    -        -27.411 (meters)                     GEOID18
 AH4373  DYNAMIC HEIGHT  -        278.397 (meters)      913.37  (feet) COMP
 AH4373  MODELED GRAVITY -    980,570.1   (mgal)                       NAVD 88
 AH4373
 AH4373  VERT ORDER      -  SECOND    CLASS I
 AH4373
 AH4373.The horizontal coordinates were determined by differentially corrected
 AH4373.hand held GPS observations or other comparable positioning techniques
 AH4373.and have an estimated accuracy of +/- 3 meters.
 AH4373
 AH4373.The orthometric height was determined by differential leveling and
 AH4373.adjusted by the NATIONAL GEODETIC SURVEY
 AH4373.in June 2000.
 AH4373
 AH4373.Significant digits in the geoid height do not necessarily reflect accuracy.
 AH4373.GEOID18 height accuracy estimate available here.
 AH4373
 AH4373.Click photographs - Photos may exist for this station.
 AH4373
 AH4373.The dynamic height is computed by dividing the NAVD 88
 AH4373.geopotential number by the normal gravity value computed on the
 AH4373.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH4373.degrees latitude (g = 980.6199 gals.).
 AH4373
 AH4373.The modeled gravity was interpolated from observed gravity values.
 AH4373
 AH4373;                    North         East    Units  Estimated Accuracy
 AH4373;SPC MN S     -   303,770.3     865,860.8     MT  (+/- 3 meters HH1 GPS) 
 AH4373
 AH4373_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK8679264178(NAD 83)
 AH4373
 AH4373                          SUPERSEDED SURVEY CONTROL
 AH4373
 AH4373.No superseded survey control is available for this station.
 AH4373
 AH4373_MARKER: DV = VERTICAL CONTROL DISK
 AH4373_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AH4373_SP_SET: BRIDGE WALKWAY
 AH4373_STAMPING: 1982 BL 1988
 AH4373_MARK LOGO: MNDT
 AH4373_PROJECTION: FLUSH
 AH4373_MAGNETIC: N = NO MAGNETIC MATERIAL
 AH4373_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AH4373_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AH4373+SATELLITE: SATELLITE OBSERVATIONS - August 01, 2023
 AH4373
 AH4373  HISTORY     - Date     Condition        Report By
 AH4373  HISTORY     - 19880401 MONUMENTED       MNDT
 AH4373  HISTORY     - 20070618 GOOD             MNDT
 AH4373  HISTORY     - 20140611 GOOD             MNDT
 AH4373  HISTORY     - 20230801 GOOD             MNDT
 AH4373
 AH4373                          STATION DESCRIPTION
 AH4373
 AH4373'DESCRIBED BY MN DEPT OF TRANSP 1988 (OCO)
 AH4373'THE MARK IS LOCATED IN THE CITY OF EAGAN, AT THE JUNCTION OF PILOT
 AH4373'KNOB ROAD (COUNTY ROAD 31) AND INTERSTATE HIGHWAY 35E, AND IN THE NW
 AH4373'1/4 OF SECTION 15, T27N, R23W.  THE MARK IS 33.0 FEET EAST OF THE
 AH4373'CENTERLINE OF PILOT KNOB ROAD, 10.0 FEET EAST OF THE EAST FACE OF THE
 AH4373'EAST BRIDGE RAILING, 88.9 FEET SOUTH-SOUTHWEST OF A SIGNAL LIGHT
 AH4373'STANDARD, 2.1 FEET NORTH OF THE NORTH END OF A STEEL FENCE POST OF THE
 AH4373'BRIDGE FENCE, AND 1.0 FEET WEST OF THE WEST FACE OF THE CONCRETE
 AH4373'RETAINING WALL.  THE MARK, A STANDARD MNDT VERTICAL CONTROL MONUMENT
 AH4373'DISK STAMPED---1982 BL 1988---, IS SET IN THE ABUTMENT AT THE
 AH4373'NORTHEAST CORNER OF BRIDGE NUMBER 19818 (PILOT KNOB ROAD OVER HIGHWAY
 AH4373'35E).
 AH4373
 AH4373                          STATION RECOVERY (2007)
 AH4373
 AH4373'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (VWC)
 AH4373'THE MARK IS LOCATED ABOUT 8.6 MI (13.8 KM) SOUTH-SOUTHWEST OF SAINT
 AH4373'PAUL, 6.5 MI (10.5 KM) EAST OF BLOOMINGTON AND 6.2 MI (10.0 KM) WEST
 AH4373'OF INVER GROVE HEIGHTS.
 AH4373'
 AH4373'TO REACH TO THE MARK AT EAGAN, IN NORTHEAST ABUTMENT ON PILOT KNOB
 AH4373'ROAD (COUNTY ROAD 31) BRIDGE 19818 OVER INTERSTATE HIGHWAY 35E, GO
 AH4373'33.0 FT (10.1 M) EAST OF COUNTY ROAD 31, 10 FT (3.0 M) EAST OF EAST
 AH4373'FACE OF BRIDGE RAILING, 88.9 FT (27.1 M) SOUTH-SOUTHWEST OF LIGHT
 AH4373'STANDARD, 2.1 FT (0.6 M) NORTH OF NORTH END STEEL FENCE POST IN BRIDGE
 AH4373'FENCE, 1.0 FT (0.3 M) WEST OF WEST FACE OF CONCRETE RETAINING WALL.
 AH4373
 AH4373                          STATION RECOVERY (2014)
 AH4373
 AH4373'RECOVERY NOTE BY MN DEPT OF TRANSP 2014 (DAS)
 AH4373'THE STATION IS LOCATED ABOUT 8.6 MI (13.8 KM) SOUTH-SOUTHWEST OF SAINT
 AH4373'PAUL, 6.5 MI (10.5 KM) EAST OF BLOOMINGTON AND 6.2 MI (10.0 KM) WEST
 AH4373'OF INVER GROVE HEIGHTS.
 AH4373'
 AH4373'TO REACH THE MARK IN NORTHEAST ABUTMENT ON PILOT KNOB ROAD (COUNTY
 AH4373'ROAD 31) BRIDGE NUMBER 19818 OVER INTERSTATE HIGHWAY 35E.
 AH4373'
 AH4373'THE MARK IS LOCATED 33.0 FT (10.1 M) EAST OF COUNTY ROAD 31, 10 FT
 AH4373'(3.0 M) EAST OF EAST FACE OF BRIDGE RAILING, 88.9 FT (27.1 M)
 AH4373'SOUTH-SOUTHWEST OF LIGHT STANDARD, 2.1 FT (0.6 M) NORTH OF NORTH END
 AH4373'STEEL FENCE POST IN BRIDGE FENCE, 1.0 FT (0.3 M) WEST OF WEST FACE OF
 AH4373'CONCRETE RETAINING WALL.
 AH4373
 AH4373                          STATION RECOVERY (2023)
 AH4373
 AH4373'RECOVERY NOTE BY MN DEPT OF TRANSP 2023 (MJS)
 AH4373'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 AH4378 ***********************************************************************
 AH4378  DESIGNATION -  1982 BO
 AH4378  PID         -  AH4378
 AH4378  STATE/COUNTY-  MN/DAKOTA
 AH4378  COUNTRY     -  US
 AH4378  USGS QUAD   -  SAINT PAUL SW (2019)
 AH4378
 AH4378                         *CURRENT SURVEY CONTROL
 AH4378  ______________________________________________________________________
 AH4378* NAD 83(1986) POSITION- 44 50 52.05   (N) 093 09 08.74   (W)   HD_HELD1
 AH4378* NAVD 88 ORTHO HEIGHT -   279.607 (meters)      917.34  (feet) ADJUSTED
 AH4378  ______________________________________________________________________
 AH4378  GEOID HEIGHT    -        -27.415 (meters)                     GEOID18
 AH4378  DYNAMIC HEIGHT  -        279.597 (meters)      917.31  (feet) COMP
 AH4378  MODELED GRAVITY -    980,574.0   (mgal)                       NAVD 88
 AH4378
 AH4378  VERT ORDER      -  SECOND    CLASS I
 AH4378
 AH4378.The horizontal coordinates were determined by differentially corrected
 AH4378.hand held GPS observations or other comparable positioning techniques
 AH4378.and have an estimated accuracy of +/- 3 meters.
 AH4378
 AH4378.The orthometric height was determined by differential leveling and
 AH4378.adjusted by the NATIONAL GEODETIC SURVEY
 AH4378.in June 2000.
 AH4378
 AH4378.Significant digits in the geoid height do not necessarily reflect accuracy.
 AH4378.GEOID18 height accuracy estimate available here.
 AH4378
 AH4378.Click photographs - Photos may exist for this station.
 AH4378
 AH4378.The dynamic height is computed by dividing the NAVD 88
 AH4378.geopotential number by the normal gravity value computed on the
 AH4378.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH4378.degrees latitude (g = 980.6199 gals.).
 AH4378
 AH4378.The modeled gravity was interpolated from observed gravity values.
 AH4378
 AH4378;                    North         East    Units  Estimated Accuracy
 AH4378;SPC MN S     -   305,660.0     866,999.9     MT  (+/- 3 meters HH1 GPS) 
 AH4378
 AH4378_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK8795466053(NAD 83)
 AH4378
 AH4378                          SUPERSEDED SURVEY CONTROL
 AH4378
 AH4378.No superseded survey control is available for this station.
 AH4378
 AH4378_MARKER: DR = REFERENCE MARK DISK
 AH4378_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 AH4378_SP_SET: BRIDGE ABUTMENT
 AH4378_STAMPING: 1982 BO 1988
 AH4378_MARK LOGO: MNDT
 AH4378_PROJECTION: FLUSH
 AH4378_MAGNETIC: N = NO MAGNETIC MATERIAL
 AH4378_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AH4378_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AH4378+SATELLITE: SATELLITE OBSERVATIONS - June 11, 2014
 AH4378
 AH4378  HISTORY     - Date     Condition        Report By
 AH4378  HISTORY     - 1988     MONUMENTED       MNDT
 AH4378  HISTORY     - 20021217 GOOD             USPSQD
 AH4378  HISTORY     - 20050111 GOOD             USPSQD
 AH4378  HISTORY     - 20070614 GOOD             MNDT
 AH4378  HISTORY     - 20140611 GOOD             MNDT
 AH4378
 AH4378                          STATION DESCRIPTION
 AH4378
 AH4378'DESCRIBED BY MN DEPT OF TRANSP 1988 (OCO)
 AH4378'THE MARK IS LOCATED IN THE CITY OF EAGAN, AT THE BRIDGE CARRYING LONE
 AH4378'OAK ROAD (COUNTY ROAD 26) OVER INTERSTATE HIGHWAY 35E, AND IN THE NE
 AH4378'1/4 OF SECTION 10, T27N, R23W.  THE MARK IS 29.5 FEET SOUTH OF THE
 AH4378'CENTERLINE OF EASTBOUND LONE OAK ROAD, 11.6 FOOT EAST-SOUTHEAST OF THE
 AH4378'SOUTHEAST CORNER OF THE SOUTH BRIDGE RAILING, AND 0.7 FEET NORTHWEST
 AH4378'OF THE END FENCE POST OF THE BRIDGE FENCE.  THE MARK, A STANDARD MNDT
 AH4378'REFERENCE MARK DISK STAMPED---1982 BO 1988---, IS SET IN THE ABUTMENT
 AH4378'AT THE SOUTHEAST CORNER OF BRIDGE NUMBER 19836 (LONE OAK ROAD OVER
 AH4378'HIGHWAY 35E).
 AH4378
 AH4378                          STATION RECOVERY (2002)
 AH4378
 AH4378'RECOVERY NOTE BY US POWER SQUADRON 2002 (JRD)
 AH4378'RECOVERED IN GOOD CONDITION.
 AH4378
 AH4378                          STATION RECOVERY (2005)
 AH4378
 AH4378'RECOVERY NOTE BY US POWER SQUADRON 2005 (ATD)
 AH4378'RECOVERED IN GOOD CONDITION AAS DESCRIBED. SPSPS. ATD
 AH4378
 AH4378                          STATION RECOVERY (2007)
 AH4378
 AH4378'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (PJG)
 AH4378'THE MARK IS LOCATED ABOUT 7.3 MI (11.7 KM) SOUTH-SOUTHWEST OF SAINT
 AH4378'PAUL, 7.2 MI (11.6 KM) EAST OF BLOOMINGTON AND 5.4 MI (8.7 KM) WEST OF
 AH4378'INVER GROVE HEIGHTS.
 AH4378'
 AH4378'TO REACH TO THE MARK AT EAGAN, IN SOUTHEAST ABUTMENT ON LONE OAK ROAD
 AH4378'(COUNTY ROAD 26) BRIDGE 19836 OVER 35E, GO 29.5 FT (9.0 M) SOUTH OF
 AH4378'COUNTY ROAD 26, 11.6 FT (3.5 M) EAST-SOUTHEAST OF THE SOUTHEAST CORNER
 AH4378'OF SOUTH BRIDGE RAILING, 0.7 FT (0.2 M) NORTHWEST OF END FENCE POST IN
 AH4378'BRIDGE FENCE.
 AH4378
 AH4378                          STATION RECOVERY (2014)
 AH4378
 AH4378'RECOVERY NOTE BY MN DEPT OF TRANSP 2014 (DAS)
 AH4378'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 AH4377 ***********************************************************************
 AH4377  DESIGNATION -  1982 BP
 AH4377  PID         -  AH4377
 AH4377  STATE/COUNTY-  MN/DAKOTA
 AH4377  COUNTRY     -  US
 AH4377  USGS QUAD   -  SAINT PAUL SW (2019)
 AH4377
 AH4377                         *CURRENT SURVEY CONTROL
 AH4377  ______________________________________________________________________
 AH4377* NAD 83(1986) POSITION- 44 50 52.06   (N) 093 09 14.50   (W)   HD_HELD1
 AH4377* NAVD 88 ORTHO HEIGHT -   280.354 (meters)      919.79  (feet) ADJUSTED
 AH4377  ______________________________________________________________________
 AH4377  GEOID HEIGHT    -        -27.411 (meters)                     GEOID18
 AH4377  DYNAMIC HEIGHT  -        280.344 (meters)      919.76  (feet) COMP
 AH4377  MODELED GRAVITY -    980,573.9   (mgal)                       NAVD 88
 AH4377
 AH4377  VERT ORDER      -  SECOND    CLASS I
 AH4377
 AH4377.The horizontal coordinates were determined by differentially corrected
 AH4377.hand held GPS observations or other comparable positioning techniques
 AH4377.and have an estimated accuracy of +/- 3 meters.
 AH4377
 AH4377.The orthometric height was determined by differential leveling and
 AH4377.adjusted by the NATIONAL GEODETIC SURVEY
 AH4377.in June 2000.
 AH4377
 AH4377.Significant digits in the geoid height do not necessarily reflect accuracy.
 AH4377.GEOID18 height accuracy estimate available here.
 AH4377
 AH4377.Click photographs - Photos may exist for this station.
 AH4377
 AH4377.The dynamic height is computed by dividing the NAVD 88
 AH4377.geopotential number by the normal gravity value computed on the
 AH4377.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH4377.degrees latitude (g = 980.6199 gals.).
 AH4377
 AH4377.The modeled gravity was interpolated from observed gravity values.
 AH4377
 AH4377;                    North         East    Units  Estimated Accuracy
 AH4377;SPC MN S     -   305,659.0     866,873.4     MT  (+/- 3 meters HH1 GPS) 
 AH4377
 AH4377_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK8782866054(NAD 83)
 AH4377
 AH4377                          SUPERSEDED SURVEY CONTROL
 AH4377
 AH4377.No superseded survey control is available for this station.
 AH4377
 AH4377_MARKER: DR = REFERENCE MARK DISK
 AH4377_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 AH4377_SP_SET: BRIDGE ABUTMENT
 AH4377_STAMPING: 1982 BP 1988
 AH4377_MARK LOGO: MNDT
 AH4377_PROJECTION: FLUSH
 AH4377_MAGNETIC: N = NO MAGNETIC MATERIAL
 AH4377_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AH4377_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AH4377+SATELLITE: SATELLITE OBSERVATIONS - June 11, 2014
 AH4377
 AH4377  HISTORY     - Date     Condition        Report By
 AH4377  HISTORY     - 1988     MONUMENTED       MNDT
 AH4377  HISTORY     - 20021217 POOR             USPSQD
 AH4377  HISTORY     - 20050111 GOOD             USPSQD
 AH4377  HISTORY     - 20070614 GOOD             MNDT
 AH4377  HISTORY     - 20140611 GOOD             MNDT
 AH4377
 AH4377                          STATION DESCRIPTION
 AH4377
 AH4377'DESCRIBED BY MN DEPT OF TRANSP 1988 (OCO)
 AH4377'THE MARK IS LOCATED IN THE CITY OF EAGAN, AT THE BRIDGE CARRYING LONE
 AH4377'OAK ROAD (COUNTY ROAD 26) OVER INTERSTATE HIGHWAY 35E, AND IN THE NE
 AH4377'1/4 OF SECTION 10, T27N, R23W.  THE MARK IS 28.5 FEET SOUTH OF THE
 AH4377'EASTBOUND CENTERLINE OF LONE OAK ROAD, 0.7 FOOT EAST-NORTHEAST OF THE
 AH4377'WEST END OF THE BRIDGE RAILING FENCE, AND 19.0 FEET WEST-SOUTHWEST OF
 AH4377'THE CORNER OF THE SOUTH BRIDGE RAILING.  THE MARK, A STANDARD MNDT
 AH4377'REFERENCE MARK DISK STAMPED---1982 BP 1988---, IS SET IN THE ABUTMENT
 AH4377'AT THE SOUTHWEST CORNER OF BRIDGE NUMBER 19836 (LONE OAK ROAD OVER
 AH4377'HIGHWAY 35E).
 AH4377
 AH4377                          STATION RECOVERY (2002)
 AH4377
 AH4377'RECOVERY NOTE BY US POWER SQUADRON 2002 (JRD)
 AH4377'MARK FOUND AS DESCRIBED, HOWEVER IT HAS BEEN SCUFFED, PROBABLY BY A
 AH4377'SNOW PLOW. THE SCUFF MAKES IT HARD TO READ, BUT NOT IMPOSSIBLE.
 AH4377
 AH4377                          STATION RECOVERY (2005)
 AH4377
 AH4377'RECOVERY NOTE BY US POWER SQUADRON 2005 (ATD)
 AH4377'RECOVERED IN GOOD CONDITION AS DESCRIBED. SPSPS. ATD
 AH4377
 AH4377                          STATION RECOVERY (2007)
 AH4377
 AH4377'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (PJG)
 AH4377'THE MARK IS LOCATED ABOUT 7.3 MI (11.7 KM) SOUTH-SOUTHWEST OF SAINT
 AH4377'PAUL, 7.1 MI (11.4 KM) EAST OF BLOOMINGTON AND 5.5 MI (8.8 KM) WEST OF
 AH4377'INVER GROVE HEIGHTS.
 AH4377'
 AH4377'TO REACH TO THE MARK AT EAGAN, IN ABUTMENT AT SOUTHWEST CORNER OF LONE
 AH4377'OAK ROAD (COUNTY ROAD 26) BRIDGE 19836 OVER INTERSTATE HIGHWAY 35E, GO
 AH4377'28.5 FT (8.7 M) SOUTH OF EASTBOUND LONE OAK ROAD, 0.7 FT (0.2 M)
 AH4377'EAST-NORTHEAST OF WEST END OF BRIDGE RAILING FENCE, 19 FT (5.8 M)
 AH4377'WEST-SOUTHWEST OF CORNER OF SOUTH BRIDGE RAILING.
 AH4377
 AH4377                          STATION RECOVERY (2014)
 AH4377
 AH4377'RECOVERY NOTE BY MN DEPT OF TRANSP 2014 (DAS)
 AH4377'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 AH4381 ***********************************************************************
 AH4381  DESIGNATION -  1982 BQ
 AH4381  PID         -  AH4381
 AH4381  STATE/COUNTY-  MN/DAKOTA
 AH4381  COUNTRY     -  US
 AH4381  USGS QUAD   -  SAINT PAUL SW (2019)
 AH4381
 AH4381                         *CURRENT SURVEY CONTROL
 AH4381  ______________________________________________________________________
 AH4381* NAD 83(1986) POSITION- 44 51 52.34   (N) 093 08 39.49   (W)   HD_HELD1
 AH4381* NAVD 88 ORTHO HEIGHT -   269.838 (meters)      885.29  (feet) ADJUSTED
 AH4381  ______________________________________________________________________
 AH4381  GEOID HEIGHT    -        -27.406 (meters)                     GEOID18
 AH4381  DYNAMIC HEIGHT  -        269.829 (meters)      885.26  (feet) COMP
 AH4381  MODELED GRAVITY -    980,577.7   (mgal)                       NAVD 88
 AH4381
 AH4381  VERT ORDER      -  SECOND    CLASS I
 AH4381
 AH4381.The horizontal coordinates were determined by differentially corrected
 AH4381.hand held GPS observations or other comparable positioning techniques
 AH4381.and have an estimated accuracy of +/- 3 meters.
 AH4381
 AH4381.The orthometric height was determined by differential leveling and
 AH4381.adjusted by the NATIONAL GEODETIC SURVEY
 AH4381.in June 2000.
 AH4381
 AH4381.Significant digits in the geoid height do not necessarily reflect accuracy.
 AH4381.GEOID18 height accuracy estimate available here.
 AH4381
 AH4381.Click photographs - Photos may exist for this station.
 AH4381
 AH4381.The dynamic height is computed by dividing the NAVD 88
 AH4381.geopotential number by the normal gravity value computed on the
 AH4381.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH4381.degrees latitude (g = 980.6199 gals.).
 AH4381
 AH4381.The modeled gravity was interpolated from observed gravity values.
 AH4381
 AH4381;                    North         East    Units  Estimated Accuracy
 AH4381;SPC MN S     -   307,527.6     867,622.7     MT  (+/- 3 meters HH1 GPS) 
 AH4381
 AH4381_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK8859967912(NAD 83)
 AH4381
 AH4381                          SUPERSEDED SURVEY CONTROL
 AH4381
 AH4381.No superseded survey control is available for this station.
 AH4381
 AH4381_MARKER: DV = VERTICAL CONTROL DISK
 AH4381_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AH4381_SP_SET: BRIDGE RAILING
 AH4381_STAMPING: 1982 BQ 1988
 AH4381_MARK LOGO: MNHD
 AH4381_PROJECTION: FLUSH
 AH4381_MAGNETIC: N = NO MAGNETIC MATERIAL
 AH4381_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AH4381_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AH4381+SATELLITE: SATELLITE OBSERVATIONS - June 12, 2014
 AH4381
 AH4381  HISTORY     - Date     Condition        Report By
 AH4381  HISTORY     - 19880401 MONUMENTED       MNHD
 AH4381  HISTORY     - 20021012 GOOD             USPSQD
 AH4381  HISTORY     - 20050112 GOOD             USPSQD
 AH4381  HISTORY     - 20070614 GOOD             MNDT
 AH4381  HISTORY     - 20140612 GOOD             MNDT
 AH4381
 AH4381                          STATION DESCRIPTION
 AH4381
 AH4381'DESCRIBED BY MN HIGHWAY DEPT 1988 (OCO)
 AH4381'THE MARK IS LOCATED IN THE CITY OF MENDOTA HEIGHTS, NEAR THE JUNCTION
 AH4381'OF INTERSTATE HIGHWAY 494 AND INTERSTATE HIGHWAY 35E, AND IN THE SW
 AH4381'1/4 OF SECTION 35, T28N, R23W.  THE MARK IS 19.5 FEET WEST OF THE
 AH4381'SOUTHEAST CORNER OF THE SOUTH RAILING OF THE BRIDGE CARRYING WESTBOUND
 AH4381'HIGHWAY 494 CONNECTOR TO SOUTHBOUND HIGHWAY 35E OVER HIGHWAY 35E.  THE
 AH4381'MARK, A STANDARD MNDT VERTICAL CONTROL MONUMENT DISK STAMPED---1982 BQ
 AH4381'1988---, IS SET IN THE TOP OF THE RAILING AT THE SOUTHEAST CORNER OF
 AH4381'BRIDGE NUMBER 19899.
 AH4381
 AH4381                          STATION RECOVERY (2002)
 AH4381
 AH4381'RECOVERY NOTE BY US POWER SQUADRON 2002
 AH4381'RECOVERED IN GOOD CONDITION.
 AH4381
 AH4381                          STATION RECOVERY (2005)
 AH4381
 AH4381'RECOVERY NOTE BY US POWER SQUADRON 2005 (JRD)
 AH4381'RECOVERED IN GOOD CONDITION AS DESCRIBED
 AH4381
 AH4381                          STATION RECOVERY (2007)
 AH4381
 AH4381'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (VWC)
 AH4381'THE MARK IS LOCATED ABOUT 7.7 MI (12.4 KM) WEST-NORTHWEST OF SAINT
 AH4381'PAUL PARK, 6.1 MI (9.8 KM) SOUTH-SOUTHWEST OF SAINT PAUL AND 5.1 MI
 AH4381'(8.2 KM) WEST-NORTHWEST OF INVER GROVE HEIGHTS.
 AH4381'
 AH4381'TO REACH TO THE MARK AT MENDOTA HEIGHTS, NEAR JUNCTION OF INTERSTATE
 AH4381'HIGHWAY 494 AND INTERSTATE HIGHWAY 35E, IN THE TOP OF RAILING AT
 AH4381'SOUTHEAST CORNER OF WEST BOUND INTERSTATE HIGHWAY 494 CONNECTOR TO
 AH4381'SOUTH BOUND INTERSTATE HIGHWAY 35E BRIDGE 19899 OVER INTERSTATE
 AH4381'HIGHWAY 35E, GO 19.5 FT (5.9 M) WEST OF THE SOUTHEAST CORNER OF SOUTH
 AH4381'RAILING ON BRIDGE.
 AH4381
 AH4381                          STATION RECOVERY (2014)
 AH4381
 AH4381'RECOVERY NOTE BY MN DEPT OF TRANSP 2014 (DAS)
 AH4381'IN MENDOTA HEIGHTS, NEAR JUNCTION OF INTERSTATE HIGHWAY 494 AND
 AH4381'INTERSTATE HIGHWAY 35 EAST, IN THE TOP OF RAILING AT SOUTHEAST CORNER
 AH4381'OF WESTBOUND INTERSTATE HIGHWAY 494 CONNECTOR TO SOUTHBOUND INTERSTATE
 AH4381'HIGHWAY 35 EAST BRIDGE 19899 OVER INTERSTATE HIGHWAY 35 EAST, 19.5 FT
 AH4381'(5.9 M) WEST OF THE SOUTHEAST CORNER OF SOUTH RAILING ON BRIDGE.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 AH4382 ***********************************************************************
 AH4382  DESIGNATION -  1982 BR
 AH4382  PID         -  AH4382
 AH4382  STATE/COUNTY-  MN/DAKOTA
 AH4382  COUNTRY     -  US
 AH4382  USGS QUAD   -  SAINT PAUL SW (2019)
 AH4382
 AH4382                         *CURRENT SURVEY CONTROL
 AH4382  ______________________________________________________________________
 AH4382* NAD 83(1986) POSITION- 44 51 55.63   (N) 093 08 36.88   (W)   HD_HELD1
 AH4382* NAVD 88 ORTHO HEIGHT -   271.200 (meters)      889.76  (feet) ADJUSTED
 AH4382  ______________________________________________________________________
 AH4382  GEOID HEIGHT    -        -27.406 (meters)                     GEOID18
 AH4382  DYNAMIC HEIGHT  -        271.192 (meters)      889.74  (feet) COMP
 AH4382  MODELED GRAVITY -    980,577.9   (mgal)                       NAVD 88
 AH4382
 AH4382  VERT ORDER      -  SECOND    CLASS I
 AH4382
 AH4382.The horizontal coordinates were determined by differentially corrected
 AH4382.hand held GPS observations or other comparable positioning techniques
 AH4382.and have an estimated accuracy of +/- 3 meters.
 AH4382
 AH4382.The orthometric height was determined by differential leveling and
 AH4382.adjusted by the NATIONAL GEODETIC SURVEY
 AH4382.in June 2000.
 AH4382
 AH4382.Significant digits in the geoid height do not necessarily reflect accuracy.
 AH4382.GEOID18 height accuracy estimate available here.
 AH4382
 AH4382.Click photographs - Photos may exist for this station.
 AH4382
 AH4382.The dynamic height is computed by dividing the NAVD 88
 AH4382.geopotential number by the normal gravity value computed on the
 AH4382.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH4382.degrees latitude (g = 980.6199 gals.).
 AH4382
 AH4382.The modeled gravity was interpolated from observed gravity values.
 AH4382
 AH4382;                    North         East    Units  Estimated Accuracy
 AH4382;SPC MN S     -   307,629.8     867,678.9     MT  (+/- 3 meters HH1 GPS) 
 AH4382
 AH4382_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK8865768014(NAD 83)
 AH4382
 AH4382                          SUPERSEDED SURVEY CONTROL
 AH4382
 AH4382.No superseded survey control is available for this station.
 AH4382
 AH4382_MARKER: DV = VERTICAL CONTROL DISK
 AH4382_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AH4382_SP_SET: BRIDGE RAILING
 AH4382_STAMPING: 1982 BR 1989
 AH4382_MARK LOGO: MNHD
 AH4382_PROJECTION: FLUSH
 AH4382_MAGNETIC: N = NO MAGNETIC MATERIAL
 AH4382_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AH4382_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AH4382+SATELLITE: SATELLITE OBSERVATIONS - June 12, 2014
 AH4382
 AH4382  HISTORY     - Date     Condition        Report By
 AH4382  HISTORY     - 19890401 MONUMENTED       MNHD
 AH4382  HISTORY     - 20021012 GOOD             USPSQD
 AH4382  HISTORY     - 20050112 GOOD             USPSQD
 AH4382  HISTORY     - 20070614 GOOD             MNDT
 AH4382  HISTORY     - 20140612 GOOD             MNDT
 AH4382
 AH4382                          STATION DESCRIPTION
 AH4382
 AH4382'DESCRIBED BY MN HIGHWAY DEPT 1989 (OCO)
 AH4382'THE MARK IS LOCATED IN THE CITY OF MENDOTA HEIGHTS, 0.2 MILE NORTH
 AH4382'ALONG INTERSTATE HIGHWAY 35E FROM ITS JUNCTION WITH INTERSTATE HIGHWAY
 AH4382'494, AT THE MENDOTA ROAD BRIDGE OVER HIGHWAY 35E, AND IN THE SW 1/4 OF
 AH4382'SECTION 35, T28N, R23W.  THE MARK IS 29.5 FEET SOUTH OF THE CENTERLINE
 AH4382'OF MENDOTA ROAD, AND 28.1 FEET WEST OF THE SOUTHEAST CORNER OF THE
 AH4382'SOUTH RAILING OF THE BRIDGE.  THE MARK, A STANDARD MNDT VERTICAL
 AH4382'CONTROL MONUMENT DISK STAMPED---1982 BR 1989---, IS SET IN THE TOP OF
 AH4382'THE RAILING AT THE SOUTHEAST CORNER OF BRIDGE NUMBER 19861.
 AH4382
 AH4382                          STATION RECOVERY (2002)
 AH4382
 AH4382'RECOVERY NOTE BY US POWER SQUADRON 2002
 AH4382'RECOVERED IN GOOD CONDITION.
 AH4382
 AH4382                          STATION RECOVERY (2005)
 AH4382
 AH4382'RECOVERY NOTE BY US POWER SQUADRON 2005 (JRD)
 AH4382'RECOVERED IN GOOD CONDITION AS DESCRIBED. SPSPS JRD.
 AH4382
 AH4382                          STATION RECOVERY (2007)
 AH4382
 AH4382'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (PJG)
 AH4382'THE MARK IS LOCATED ABOUT 7.6 MI (12.2 KM) WEST-NORTHWEST OF SAINT
 AH4382'PAUL PARK, 6.0 MI (9.7 KM) SOUTH-SOUTHWEST OF SAINT PAUL AND 5.1 MI
 AH4382'(8.2 KM) WEST-NORTHWEST OF INVER GROVE HEIGHTS.
 AH4382'
 AH4382'TO REACH TO THE MARK AT MENDOTA HEIGHTS, GO 0.2 MI (0.3 KM) NORTH OF
 AH4382'THE JUNCTION OF INTERSTATE HIGHWAY 494 AND INTERSTATE HIGHWAY 35E, IN
 AH4382'THE TOP OF RAILING AT SOUTHEAST CORNER OF MENDOTA ROAD BRIDGE 19861
 AH4382'OVER INTERSTATE HIGHWAY 35E, 29.5 FT (9.0 M) SOUTH OF MENDOTA ROAD,
 AH4382'28.1 FT (8.6 M) WEST OF THE SOUTHEAST CORNER OF SOUTH RAILING ON
 AH4382'BRIDGE.
 AH4382
 AH4382                          STATION RECOVERY (2014)
 AH4382
 AH4382'RECOVERY NOTE BY MN DEPT OF TRANSP 2014 (DAS)
 AH4382'IN MENDOTA HEIGHTS, 0.2 MI (0.3 KM) NORTH OF THE JUNCTION OF
 AH4382'INTERSTATE HIGHWAY 494 AND INTERSTATE HIGHWAY 35 EAST, IN THE TOP OF
 AH4382'RAILING AT SOUTHEAST CORNER OF MENDOTA ROAD BRIDGE 19861 OVER
 AH4382'INTERSTATE HIGHWAY 35 EAST, 29.5 FT (9.0 M) SOUTH OF MENDOTA ROAD,
 AH4382'28.1 FT (8.6 M) WEST OF THE SOUTHEAST CORNER OF SOUTH RAILING ON
 AH4382'BRIDGE.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 AH4383 ***********************************************************************
 AH4383  DESIGNATION -  1982 BS
 AH4383  PID         -  AH4383
 AH4383  STATE/COUNTY-  MN/DAKOTA
 AH4383  COUNTRY     -  US
 AH4383  USGS QUAD   -  SAINT PAUL SW (2019)
 AH4383
 AH4383                         *CURRENT SURVEY CONTROL
 AH4383  ______________________________________________________________________
 AH4383* NAD 83(1986) POSITION- 44 51 55.63   (N) 093 08 46.67   (W)   HD_HELD1
 AH4383* NAVD 88 ORTHO HEIGHT -   274.336 (meters)      900.05  (feet) ADJUSTED
 AH4383  ______________________________________________________________________
 AH4383  GEOID HEIGHT    -        -27.399 (meters)                     GEOID18
 AH4383  DYNAMIC HEIGHT  -        274.327 (meters)      900.02  (feet) COMP
 AH4383  MODELED GRAVITY -    980,577.8   (mgal)                       NAVD 88
 AH4383
 AH4383  VERT ORDER      -  SECOND    CLASS I
 AH4383
 AH4383.The horizontal coordinates were determined by differentially corrected
 AH4383.hand held GPS observations or other comparable positioning techniques
 AH4383.and have an estimated accuracy of +/- 3 meters.
 AH4383
 AH4383.The orthometric height was determined by differential leveling and
 AH4383.adjusted by the NATIONAL GEODETIC SURVEY
 AH4383.in June 2000.
 AH4383
 AH4383.No vertical observational check was made to the station.
 AH4383
 AH4383.Significant digits in the geoid height do not necessarily reflect accuracy.
 AH4383.GEOID18 height accuracy estimate available here.
 AH4383
 AH4383.Click photographs - Photos may exist for this station.
 AH4383
 AH4383.The dynamic height is computed by dividing the NAVD 88
 AH4383.geopotential number by the normal gravity value computed on the
 AH4383.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH4383.degrees latitude (g = 980.6199 gals.).
 AH4383
 AH4383.The modeled gravity was interpolated from observed gravity values.
 AH4383
 AH4383;                    North         East    Units  Estimated Accuracy
 AH4383;SPC MN S     -   307,627.5     867,464.0     MT  (+/- 3 meters HH1 GPS) 
 AH4383
 AH4383_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK8844268014(NAD 83)
 AH4383
 AH4383                          SUPERSEDED SURVEY CONTROL
 AH4383
 AH4383.No superseded survey control is available for this station.
 AH4383
 AH4383_MARKER: DV = VERTICAL CONTROL DISK
 AH4383_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AH4383_SP_SET: BRIDGE RAILING
 AH4383_STAMPING: 1982 BS 1989
 AH4383_MARK LOGO: MNHD
 AH4383_PROJECTION: FLUSH
 AH4383_MAGNETIC: N = NO MAGNETIC MATERIAL
 AH4383_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AH4383_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AH4383+SATELLITE: SATELLITE OBSERVATIONS - June 12, 2014
 AH4383
 AH4383  HISTORY     - Date     Condition        Report By
 AH4383  HISTORY     - 19890401 MONUMENTED       MNHD
 AH4383  HISTORY     - 20021012 GOOD             USPSQD
 AH4383  HISTORY     - 20050112 GOOD             USPSQD
 AH4383  HISTORY     - 20070614 GOOD             MNDT
 AH4383  HISTORY     - 20140612 GOOD             MNDT
 AH4383
 AH4383                          STATION DESCRIPTION
 AH4383
 AH4383'DESCRIBED BY MN HIGHWAY DEPT 1989 (OCO)
 AH4383'THE MARK IS LOCATED IN THE CITY OF MENDOTA HEIGHTS, 0.2 MILE NORTH
 AH4383'ALONG INTERSTATE HIGHWAY 35E FROM ITS JUNCTION WITH INTERSTATE HIGHWAY
 AH4383'494, AT THE MENDOTA ROAD BRIDGE OVER HIGHWAY 35E, AND IN THE SW 1/4 OF
 AH4383'SECTION 35, T28N, R23W.  THE MARK IS 49.0 FEET SOUTH OF THE CENTERLINE
 AH4383'OF MENDOTA ROAD, AND 51.0 FEET EAST OF THE SOUTHWEST CORNER OF THE
 AH4383'SOUTH RAILING OF THE BRIDGE.  THE MARK, A STANDARD MNDT VERTICAL
 AH4383'CONTROL MONUMENT DISK STAMPED---1982 BS 1989---, IS SET IN THE TOP OF
 AH4383'THE RAILING AT THE SOUTHWEST CORNER OF BRIDGE NUMBER 19861.
 AH4383
 AH4383                          STATION RECOVERY (2002)
 AH4383
 AH4383'RECOVERY NOTE BY US POWER SQUADRON 2002
 AH4383'RECOVERED IN GOOD CONDITION.
 AH4383
 AH4383                          STATION RECOVERY (2005)
 AH4383
 AH4383'RECOVERY NOTE BY US POWER SQUADRON 2005 (JRD)
 AH4383'RECOVERED IN GOOD CONDITION AS DESCRIBED. SPSPS JRD.
 AH4383
 AH4383                          STATION RECOVERY (2007)
 AH4383
 AH4383'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (PJG)
 AH4383'THE MARK IS LOCATED ABOUT 7.7 MI (12.4 KM) EAST-NORTHEAST OF
 AH4383'BLOOMINGTON, 6.1 MI (9.8 KM) SOUTH-SOUTHWEST OF SAINT PAUL AND 5.2 MI
 AH4383'(8.4 KM) WEST-NORTHWEST OF INVER GROVE HEIGHTS.
 AH4383'
 AH4383'TO REACH TO THE MARK AT MENDOTA HEIGHTS, GO 0.2 MI (0.3 KM) NORTH OF
 AH4383'THE JUNCTION OF INTERSTATE HIGHWAY 494 AND INTERSTATE HIGHWAY 35E, IN
 AH4383'THE TOP OF RAILING AT SOUTHWEST CORNER OF MENDOTA ROAD BRIDGE 19861
 AH4383'OVER INTERSTATE HIGHWAY 35E, 49.0 FT (14.9 M) SOUTH OF MENDOTA ROAD,
 AH4383'51.0 FT (15.5 M) EAST OF THE SOUTHWEST CORNER OF SOUTH RAILING ON
 AH4383'BRIDGE.
 AH4383
 AH4383                          STATION RECOVERY (2014)
 AH4383
 AH4383'RECOVERY NOTE BY MN DEPT OF TRANSP 2014 (DAS)
 AH4383'IN MENDOTA HEIGHTS, 0.2 MI (0.3 KM) NORTH OF THE JUNCTION OF
 AH4383'INTERSTATE HIGHWAY 494 AND INTERSTATE HIGHWAY 35 EAST, IN THE TOP OF
 AH4383'RAILING AT SOUTHWEST CORNER OF MENDOTA ROAD BRIDGE 19861 OVER
 AH4383'INTERSTATE HIGHWAY 35 EAST, 49.0 FT (14.9 M) SOUTH OF MENDOTA ROAD,
 AH4383'51.0 FT (15.5 M) EAST OF THE SOUTHWEST CORNER OF SOUTH RAILING ON
 AH4383'BRIDGE.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 AH4384 ***********************************************************************
 AH4384  DESIGNATION -  1982 BT
 AH4384  PID         -  AH4384
 AH4384  STATE/COUNTY-  MN/DAKOTA
 AH4384  COUNTRY     -  US
 AH4384  USGS QUAD   -  SAINT PAUL WEST (2019)
 AH4384
 AH4384                         *CURRENT SURVEY CONTROL
 AH4384  ______________________________________________________________________
 AH4384* NAD 83(1986) POSITION- 44 52 38.80   (N) 093 08 29.96   (W)   HD_HELD1
 AH4384* NAVD 88 ORTHO HEIGHT -   276.013 (meters)      905.55  (feet) ADJUSTED
 AH4384  ______________________________________________________________________
 AH4384  GEOID HEIGHT    -        -27.392 (meters)                     GEOID18
 AH4384  DYNAMIC HEIGHT  -        276.005 (meters)      905.53  (feet) COMP
 AH4384  MODELED GRAVITY -    980,580.1   (mgal)                       NAVD 88
 AH4384
 AH4384  VERT ORDER      -  SECOND    CLASS I
 AH4384
 AH4384.The horizontal coordinates were determined by differentially corrected
 AH4384.hand held GPS observations or other comparable positioning techniques
 AH4384.and have an estimated accuracy of +/- 3 meters.
 AH4384
 AH4384.The orthometric height was determined by differential leveling and
 AH4384.adjusted by the NATIONAL GEODETIC SURVEY
 AH4384.in June 2000.
 AH4384
 AH4384.Significant digits in the geoid height do not necessarily reflect accuracy.
 AH4384.GEOID18 height accuracy estimate available here.
 AH4384
 AH4384.Click photographs - Photos may exist for this station.
 AH4384
 AH4384.The dynamic height is computed by dividing the NAVD 88
 AH4384.geopotential number by the normal gravity value computed on the
 AH4384.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH4384.degrees latitude (g = 980.6199 gals.).
 AH4384
 AH4384.The modeled gravity was interpolated from observed gravity values.
 AH4384
 AH4384;                    North         East    Units  Estimated Accuracy
 AH4384;SPC MN S     -   308,963.8     867,816.8     MT  (+/- 3 meters HH1 GPS) 
 AH4384
 AH4384_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK8881169345(NAD 83)
 AH4384
 AH4384                          SUPERSEDED SURVEY CONTROL
 AH4384
 AH4384.No superseded survey control is available for this station.
 AH4384
 AH4384_MARKER: DV = VERTICAL CONTROL DISK
 AH4384_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 AH4384_STAMPING: 1982 BT 1989
 AH4384_MARK LOGO: MNDT
 AH4384_PROJECTION: FLUSH
 AH4384_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AH4384_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AH4384_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AH4384+SATELLITE: SATELLITE OBSERVATIONS - June 12, 2014
 AH4384_ROD/PIPE-DEPTH: 5.8 meters
 AH4384
 AH4384  HISTORY     - Date     Condition        Report By
 AH4384  HISTORY     - 1989     MONUMENTED       MNDT
 AH4384  HISTORY     - 20050111 GOOD             USPSQD
 AH4384  HISTORY     - 20070614 GOOD             MNDT
 AH4384  HISTORY     - 20121206 GOOD             AE
 AH4384  HISTORY     - 20140612 GOOD             MNDT
 AH4384
 AH4384                          STATION DESCRIPTION
 AH4384
 AH4384'DESCRIBED BY MN DEPT OF TRANSP 1989 (OCO)
 AH4384'THE MARK IS LOCATED IN THE CITY OF MENDOTA HEIGHTS, 0.45 MILE SOUTH
 AH4384'ALONG INTERSTATE HIGHWAY 35E FROM ITS JUNCTION WITH TRUNK HIGHWAY 110,
 AH4384'AT MILEPOINT 100.35, AND IN THE SW 1/4 OF SECTION 126 T28N, R23W .
 AH4384'THE MARK IS 83.5 FEET EAST OF AND ABOUT 4 FEET HIGHER THAN THE
 AH4384'CENTERLINE OF NORTHBOUND HIGHWAY 35E, 1.4 FEET SOUTH-SOUTHWEST OF THE
 AH4384'SOUTH CORNER OF A NOISE BARRIER WALL, 1.7 FEET SOUTH-SOUTHWEST OF A
 AH4384'STEEL (CORNER) RIGHT - OF - WAY FENCE POST, AND 1.6 FEET NORTH OF A
 AH4384'STEEL WITNESS POST.  THE MARK, A STANDARD MAGNETIC MNDT VERTICAL
 AH4384'CONTROL MONUMENT DISK STAMPED---1982 BT 1989---, IS FORCED ONTO THE
 AH4384'TOP OF A DRIVEN (TO REFUSAL) 3/4-INCH DIAMETER BY 19 FOOT LONG
 AH4384'ALUMINUM ALLOY ROD AND IS FLUSH WITH THE GROUND.
 AH4384
 AH4384                          STATION RECOVERY (2005)
 AH4384
 AH4384'RECOVERY NOTE BY US POWER SQUADRON 2005 (ATD)
 AH4384'RECOVERED IN GOOD CONDITION AS DESCRIBED. SPSPS. ATD
 AH4384
 AH4384                          STATION RECOVERY (2007)
 AH4384
 AH4384'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (PJG)
 AH4384'THE MARK IS LOCATED ABOUT 7.8 MI (12.6 KM) WEST-NORTHWEST OF SAINT
 AH4384'PAUL PARK, 5.3 MI (8.5 KM) WEST-NORTHWEST OF INVER GROVE HEIGHTS AND
 AH4384'5.2 MI (8.4 KM) SOUTH-SOUTHWEST OF SAINT PAUL.
 AH4384'
 AH4384'TO REACH TO THE MARK AT MENDOTA HEIGHTS, 0.45 MI (0.7 KM) SOUTH OF THE
 AH4384'JUNCTION OF INTERSTATE HIGHWAY 35E AND TRUNK HIGHWAY 110, AT
 AH4384'INTERSTATE HIGHWAY 35E MILE POINT 100.6, GO 83.5 FT (25.5 M) EAST OF
 AH4384'NORTHBOUND INTERSTATE HIGHWAY 35E, 1.4 FT (0.4 M) SOUTH-SOUTHWEST OF
 AH4384'THE SOUTH CORNER OF NOISE BARRIER WALL, 1.7 FT (0.5 M) SOUTH-SOUTHWEST
 AH4384'OF STEEL RIGHT OF WAY FENCE POST, 1.6 FT (0.5 M) NORTH OF A WITNESS
 AH4384'POST.
 AH4384
 AH4384                          STATION RECOVERY (2012)
 AH4384
 AH4384'RECOVERY NOTE BY ANDERSON ENGINEERING OF MINNESOTA 2012
 AH4384'RECOVERED IN GOOD CONDITION.
 AH4384
 AH4384                          STATION RECOVERY (2014)
 AH4384
 AH4384'RECOVERY NOTE BY MN DEPT OF TRANSP 2014 (DAS)
 AH4384'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 AH4385 ***********************************************************************
 AH4385  DESIGNATION -  1982 BU
 AH4385  PID         -  AH4385
 AH4385  STATE/COUNTY-  MN/DAKOTA
 AH4385  COUNTRY     -  US
 AH4385  USGS QUAD   -  SAINT PAUL WEST (2019)
 AH4385
 AH4385                         *CURRENT SURVEY CONTROL
 AH4385  ______________________________________________________________________
 AH4385* NAD 83(1986) POSITION- 44 53 00.90   (N) 093 08 20.83   (W)   HD_HELD1
 AH4385* NAVD 88 ORTHO HEIGHT -   279.003 (meters)      915.36  (feet) ADJUSTED
 AH4385  ______________________________________________________________________
 AH4385  GEOID HEIGHT    -        -27.389 (meters)                     GEOID18
 AH4385  DYNAMIC HEIGHT  -        278.996 (meters)      915.34  (feet) COMP
 AH4385  MODELED GRAVITY -    980,581.4   (mgal)                       NAVD 88
 AH4385
 AH4385  VERT ORDER      -  SECOND    CLASS I
 AH4385
 AH4385.The horizontal coordinates were determined by differentially corrected
 AH4385.hand held GPS observations or other comparable positioning techniques
 AH4385.and have an estimated accuracy of +/- 3 meters.
 AH4385
 AH4385.The orthometric height was determined by differential leveling and
 AH4385.adjusted by the NATIONAL GEODETIC SURVEY
 AH4385.in June 2000.
 AH4385
 AH4385.Significant digits in the geoid height do not necessarily reflect accuracy.
 AH4385.GEOID18 height accuracy estimate available here.
 AH4385
 AH4385.Click photographs - Photos may exist for this station.
 AH4385
 AH4385.The dynamic height is computed by dividing the NAVD 88
 AH4385.geopotential number by the normal gravity value computed on the
 AH4385.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH4385.degrees latitude (g = 980.6199 gals.).
 AH4385
 AH4385.The modeled gravity was interpolated from observed gravity values.
 AH4385
 AH4385;                    North         East    Units  Estimated Accuracy
 AH4385;SPC MN S     -   309,648.1     868,010.0     MT  (+/- 3 meters HH1 GPS) 
 AH4385
 AH4385_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK8901370027(NAD 83)
 AH4385
 AH4385                          SUPERSEDED SURVEY CONTROL
 AH4385
 AH4385.No superseded survey control is available for this station.
 AH4385
 AH4385_MARKER: DV = VERTICAL CONTROL DISK
 AH4385_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 AH4385_SP_SET: BRIDGE ABUTMENT
 AH4385_STAMPING: 1982 BU 1988
 AH4385_MARK LOGO: MNHD
 AH4385_PROJECTION: FLUSH
 AH4385_MAGNETIC: N = NO MAGNETIC MATERIAL
 AH4385_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AH4385_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AH4385+SATELLITE: SATELLITE OBSERVATIONS - June 12, 2014
 AH4385
 AH4385  HISTORY     - Date     Condition        Report By
 AH4385  HISTORY     - 1988     MONUMENTED       MNDT
 AH4385  HISTORY     - 20050518 GOOD             MNDT
 AH4385  HISTORY     - 20051113 GOOD             USPSQD
 AH4385  HISTORY     - 20070614 GOOD             MNDT
 AH4385  HISTORY     - 20140612 GOOD             MNDT
 AH4385
 AH4385                          STATION DESCRIPTION
 AH4385
 AH4385'DESCRIBED BY MN DEPT OF TRANSP 1988 (OCO)
 AH4385'THE MARK IS LOCATED IN THE CITY OF MENDOTA HEIGHTS, AT THE JUNCTION OF
 AH4385'TRUNK HIGHWAY 110 AND INTERSTATE HIGHWAY 35E, AND IN THE SW 1/4 OF
 AH4385'SECTION 26, T28N, R23W.  THE MARK IS 38.0 FEET SOUTH OF THE EASTBOUND
 AH4385'CENTERLINE OF HIGHWAY 110, 29.2 FEET EAST-NORTHEAST OF A LIGHT
 AH4385'STANDARD (NUMBERED NO E3R 15), AND 1.0 FOOT SOUTH OF THE BRIDGE
 AH4385'RAILING.  THE MARK, A STANDARD MNDT VERTICAL CONTROL MARK DISK
 AH4385'STAMPED---1982 BU 1988---, IS SET IN THE ABUTMENT AT THE SOUTHWEST
 AH4385'CORNER OF BRIDGE NUMBER 9538 (HIGHWAY 110 OVER HIGHWAY 35E).
 AH4385
 AH4385                          STATION RECOVERY (2005)
 AH4385
 AH4385'RECOVERY NOTE BY MN DEPT OF TRANSP 2005 (VC)
 AH4385'AT MENDOTA HEIGHTS, IN SOUTHWEST CORNER OF BRIDGE ABUTMENT ON TRUNK
 AH4385'HIGHWAY 110 BRIDGE 9538 OVER INTERSTATE HIGHWAY 35E, 38.0 FEET SOUTH
 AH4385'OF EASTBOUND TRUNK HIGHWAY 110, 29.2 FEET EAST-NORTHEAST OF LIGHT
 AH4385'STANDARD E3R 15, 1.0 FEET SOUTH OF BRIDGE RAILING
 AH4385
 AH4385                          STATION RECOVERY (2005)
 AH4385
 AH4385'RECOVERY NOTE BY US POWER SQUADRON 2005 (JRD)
 AH4385'RECOVERED IN GOOD CONDITION.
 AH4385
 AH4385                          STATION RECOVERY (2007)
 AH4385
 AH4385'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (VWC)
 AH4385'THE MARK IS LOCATED ABOUT 7.8 MI (12.6 KM) WEST-NORTHWEST OF SAINT
 AH4385'PAUL PARK, 5.3 MI (8.5 KM) WEST-NORTHWEST OF INVER GROVE HEIGHTS AND
 AH4385'4.8 MI (7.7 KM) SOUTH-SOUTHWEST OF SAINT PAUL.
 AH4385'
 AH4385'TO REACH TO THE MARK AT MENDOTA HEIGHTS, IN SOUTHWEST CORNER OF BRIDGE
 AH4385'ABUTMENT ON TRUNK HIGHWAY 110 BRIDGE 9538 OVER INTERSTATE HIGHWAY 35E,
 AH4385'GO 38.0 FT (11.6 M) SOUTH OF EASTBOUND TRUNK HIGHWAY 110, 29.2 FT (8.9
 AH4385'M) EAST-NORTHEAST OF LIGHT STANDARD E3R 15, 1.0 FT (0.3 M) SOUTH OF
 AH4385'BRIDGE RAILING.
 AH4385
 AH4385                          STATION RECOVERY (2014)
 AH4385
 AH4385'RECOVERY NOTE BY MN DEPT OF TRANSP 2014 (DAS)
 AH4385'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 AH4389 ***********************************************************************
 AH4389  DESIGNATION -  1982 BV
 AH4389  PID         -  AH4389
 AH4389  STATE/COUNTY-  MN/DAKOTA
 AH4389  COUNTRY     -  US
 AH4389  USGS QUAD   -  SAINT PAUL SW (2019)
 AH4389
 AH4389                         *CURRENT SURVEY CONTROL
 AH4389  ______________________________________________________________________
 AH4389* NAD 83(1986) POSITION- 44 52 29.61   (N) 093 08 33.77   (W)   HD_HELD1
 AH4389* NAVD 88 ORTHO HEIGHT -   277.400 (meters)      910.10  (feet) ADJUSTED
 AH4389  ______________________________________________________________________
 AH4389  GEOID HEIGHT    -        -27.393 (meters)                     GEOID18
 AH4389  DYNAMIC HEIGHT  -        277.392 (meters)      910.08  (feet) COMP
 AH4389  MODELED GRAVITY -    980,579.6   (mgal)                       NAVD 88
 AH4389
 AH4389  VERT ORDER      -  SECOND    CLASS I
 AH4389
 AH4389.The horizontal coordinates were determined by differentially corrected
 AH4389.hand held GPS observations or other comparable positioning techniques
 AH4389.and have an estimated accuracy of +/- 3 meters.
 AH4389
 AH4389.The orthometric height was determined by differential leveling and
 AH4389.adjusted by the NATIONAL GEODETIC SURVEY
 AH4389.in September 2016.
 AH4389
 AH4389.Significant digits in the geoid height do not necessarily reflect accuracy.
 AH4389.GEOID18 height accuracy estimate available here.
 AH4389
 AH4389.Click photographs - Photos may exist for this station.
 AH4389
 AH4389.The dynamic height is computed by dividing the NAVD 88
 AH4389.geopotential number by the normal gravity value computed on the
 AH4389.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH4389.degrees latitude (g = 980.6199 gals.).
 AH4389
 AH4389.The modeled gravity was interpolated from observed gravity values.
 AH4389
 AH4389;                    North         East    Units  Estimated Accuracy
 AH4389;SPC MN S     -   308,679.3     867,736.1     MT  (+/- 3 meters HH1 GPS) 
 AH4389
 AH4389_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK8872769062(NAD 83)
 AH4389
 AH4389                          SUPERSEDED SURVEY CONTROL
 AH4389
 AH4389  NAVD 88 (06/08/00)  277.405  (m)          910.12   (f) SUPERSEDED  2 1
 AH4389
 AH4389.Superseded values are not recommended for survey control.
 AH4389
 AH4389.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH4389.See file dsdata.pdf to determine how the superseded data were derived.
 AH4389
 AH4389_MARKER: DV = VERTICAL CONTROL DISK
 AH4389_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AH4389_SP_SET: BRIDGE WALKWAY
 AH4389_STAMPING: 1982 BV 1989
 AH4389_MARK LOGO: MNHD
 AH4389_PROJECTION: FLUSH
 AH4389_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AH4389_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AH4389_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AH4389+SATELLITE: SATELLITE OBSERVATIONS - June 12, 2014
 AH4389
 AH4389  HISTORY     - Date     Condition        Report By
 AH4389  HISTORY     - 1989     MONUMENTED       MNDT
 AH4389  HISTORY     - 20050111 GOOD             USPSQD
 AH4389  HISTORY     - 20070614 GOOD             MNDT
 AH4389  HISTORY     - 20140612 GOOD             MNDT
 AH4389
 AH4389                          STATION DESCRIPTION
 AH4389
 AH4389'DESCRIBED BY MN DEPT OF TRANSP 1989 (OCO)
 AH4389'THE MARK IS LOCATED IN THE CITY OF MENDOTA HEIGHTS, 0.8 MILE NORTH
 AH4389'ALONG INTERSTATE HIGHWAY 35E FROM ITS JUNCTION WITH INTERSTATE HIGHWAY
 AH4389'494, AT MILEPOINT 100.25, IN THE BRIDGE CARRYING HIGHWAY 35E OVER
 AH4389'WAGON WHEEL TRAIL, AND IN THE NW 1/4 OF SECTION 35, T28N, R23W. THE
 AH4389'MARK IS 26.0 FEET SOUTH OF THE CENTERLINE OF WAGON WHEEL TRAIL, 27.4
 AH4389'FEET WEST OF THE SOUTHEAST CORNER OF THE BRIDGE, AND 2.0 FEET NORTH OF
 AH4389'THE FACE OF THE SOUTH BRIDGE RAILING.  THE MARK, A STANDARD MNDT
 AH4389'VERTICAL CONTROL MONUMENT DISK STAMPED---1982 BV 1989---, IS SET IN
 AH4389'THE WALKWAY NEAR THE SOUTHEAST CORNER OF BRIDGE NUMBER 19822.
 AH4389
 AH4389                          STATION RECOVERY (2005)
 AH4389
 AH4389'RECOVERY NOTE BY US POWER SQUADRON 2005 (ATD)
 AH4389'RECOVERED IN GOOD CONDITION AS DESCRIBED. SPSPS. ATD.
 AH4389
 AH4389                          STATION RECOVERY (2007)
 AH4389
 AH4389'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (VWC)
 AH4389'THE MARK IS LOCATED ABOUT 7.8 MI (12.6 KM) WEST-NORTHWEST OF SAINT
 AH4389'PAUL PARK, 5.4 MI (8.7 KM) SOUTH-SOUTHWEST OF SAINT PAUL AND 5.2 MI
 AH4389'(8.4 KM) WEST-NORTHWEST OF INVER GROVE HEIGHTS.
 AH4389'
 AH4389'TO REACH TO THE MARK AT MENDOTA HEIGHTS, 0.8 MI (1.3 KM) NORTH OF THE
 AH4389'JUNCTION OF INTERSTATE HIGHWAY 494 AND INTERSTATE HIGHWAY 35E, IN
 AH4389'WALKWAY AT SOUTHEAST CORNER OF INTERSTATE HIGHWAY 35E BRIDGE 19822
 AH4389'OVER WAGON WHEEL TRAIL, GO 26.0 FT (7.9 M) SOUTH OF WAGON WHEEL TRAIL,
 AH4389'27.4 FT (8.4 M) WEST OF THE SOUTHEAST CORNER OF BRIDGE, 2.0 FT (0.6 M)
 AH4389'NORTH OF FACE OF SOUTH BRIDGE RAILING.
 AH4389
 AH4389                          STATION RECOVERY (2014)
 AH4389
 AH4389'RECOVERY NOTE BY MN DEPT OF TRANSP 2014 (DAS)
 AH4389'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 AH4386 ***********************************************************************
 AH4386  DESIGNATION -  1982 BY
 AH4386  PID         -  AH4386
 AH4386  STATE/COUNTY-  MN/DAKOTA
 AH4386  COUNTRY     -  US
 AH4386  USGS QUAD   -  SAINT PAUL WEST (2019)
 AH4386
 AH4386                         *CURRENT SURVEY CONTROL
 AH4386  ______________________________________________________________________
 AH4386* NAD 83(1986) POSITION- 44 53 26.23   (N) 093 07 52.02   (W)   HD_HELD1
 AH4386* NAVD 88 ORTHO HEIGHT -   270.296 (meters)      886.80  (feet) ADJUSTED
 AH4386  ______________________________________________________________________
 AH4386  GEOID HEIGHT    -        -27.398 (meters)                     GEOID18
 AH4386  DYNAMIC HEIGHT  -        270.289 (meters)      886.77  (feet) COMP
 AH4386  MODELED GRAVITY -    980,582.9   (mgal)                       NAVD 88
 AH4386
 AH4386  VERT ORDER      -  SECOND    CLASS I
 AH4386
 AH4386.The horizontal coordinates were determined by differentially corrected
 AH4386.hand held GPS observations or other comparable positioning techniques
 AH4386.and have an estimated accuracy of +/- 3 meters.
 AH4386
 AH4386.The orthometric height was determined by differential leveling and
 AH4386.adjusted by the NATIONAL GEODETIC SURVEY
 AH4386.in September 2016.
 AH4386
 AH4386.Significant digits in the geoid height do not necessarily reflect accuracy.
 AH4386.GEOID18 height accuracy estimate available here.
 AH4386
 AH4386.Click photographs - Photos may exist for this station.
 AH4386
 AH4386.The dynamic height is computed by dividing the NAVD 88
 AH4386.geopotential number by the normal gravity value computed on the
 AH4386.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH4386.degrees latitude (g = 980.6199 gals.).
 AH4386
 AH4386.The modeled gravity was interpolated from observed gravity values.
 AH4386
 AH4386;                    North         East    Units  Estimated Accuracy
 AH4386;SPC MN S     -   310,436.6     868,633.9     MT  (+/- 3 meters HH1 GPS) 
 AH4386
 AH4386_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK8964670808(NAD 83)
 AH4386
 AH4386                          SUPERSEDED SURVEY CONTROL
 AH4386
 AH4386  NAVD 88 (06/08/00)  270.300  (m)          886.81   (f) SUPERSEDED  2 1
 AH4386
 AH4386.Superseded values are not recommended for survey control.
 AH4386
 AH4386.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH4386.See file dsdata.pdf to determine how the superseded data were derived.
 AH4386
 AH4386_MARKER: DR = REFERENCE MARK DISK
 AH4386_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 AH4386_SP_SET: BRIDGE ABUTMENT
 AH4386_STAMPING: 1982 BY 1988
 AH4386_MARK LOGO: MNDT
 AH4386_PROJECTION: FLUSH
 AH4386_MAGNETIC: N = NO MAGNETIC MATERIAL
 AH4386_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AH4386_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AH4386+SATELLITE: SATELLITE OBSERVATIONS - July 08, 2014
 AH4386
 AH4386  HISTORY     - Date     Condition        Report By
 AH4386  HISTORY     - 1988     MONUMENTED       MNDT
 AH4386  HISTORY     - 20051113 GOOD             USPSQD
 AH4386  HISTORY     - 20070611 GOOD             MNDT
 AH4386  HISTORY     - 20140708 GOOD             MNDT
 AH4386
 AH4386                          STATION DESCRIPTION
 AH4386
 AH4386'DESCRIBED BY MN DEPT OF TRANSP 1988 (OCO)
 AH4386'THE MARK IS LOCATED IN THE CITY OF MENDOTA HEIGHTS, 0.6 MILE NORTH
 AH4386'ALONG INTERSTATE HIGHWAY 35E FROM ITS JUNCTION WITH TRUNK HIGHWAY 110,
 AH4386'AT THE BRIDGE CARRYING HIGHWAY 35E OVER MARIE AVENUE, AND IN THE NE
 AH4386'1/4 OF SECTION 26, T28N, R23W.  THE MARK IS 23.5 FEET EAST OF THE
 AH4386'NORTHBOUND CENTERLINE OF HIGHWAY 35E, 0.5 FOOT EAST OF THE EAST BRIDGE
 AH4386'RAIL, AND 0.9 FOOT SOUTH OF A STEEL FENCE POST.  THE MARK, A STANDARD
 AH4386'MNDT REFERENCE MARK DISK STAMPED---1982 BY 1988---, IS SET IN THE
 AH4386'ABUTMENT AT THE SOUTHEAST CORNER OF BRIDGE NUMBER 19851.
 AH4386
 AH4386                          STATION RECOVERY (2005)
 AH4386
 AH4386'RECOVERY NOTE BY US POWER SQUADRON 2005 (JRD)
 AH4386'RECOVERED IN GOOD CONDITION.
 AH4386
 AH4386                          STATION RECOVERY (2007)
 AH4386
 AH4386'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (PJG)
 AH4386'THE MARK IS LOCATED ABOUT 7.6 MI (12.2 KM) WEST-NORTHWEST OF SAINT
 AH4386'PAUL PARK, 5.2 MI (8.4 KM) NORTHWEST OF INVER GROVE HEIGHTS AND 4.2 MI
 AH4386'(6.8 KM) SOUTH-SOUTHWEST OF SAINT PAUL.
 AH4386'
 AH4386'TO REACH TO THE MARK AT MENDOTA HEIGHTS, 0.6 MI (1.0 KM) NORTH OF THE
 AH4386'JUNCTION OF INTERSTATE HIGHWAY 35E AND TRUNK HIGHWAY 110, IN ABUTMENT
 AH4386'AT SOUTHEAST CORNER OF MARIE AVENUE BRIDGE 19851 OVER INTERSTATE
 AH4386'HIGHWAY 35E, GO 23.5 FT (7.2 M) EAST OF NORTHBOUND INTERSTATE HIGHWAY
 AH4386'35, 0.5 FT (0.2 M) EAST OF BRIDGE RAIL, 0.9 FT (0.3 M) SOUTH OF STEEL
 AH4386'FENCE POST.
 AH4386
 AH4386                          STATION RECOVERY (2014)
 AH4386
 AH4386'RECOVERY NOTE BY MN DEPT OF TRANSP 2014 (DAS)
 AH4386'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DP9203 ***********************************************************************
 DP9203  DESIGNATION -  1982 BZ
 DP9203  PID         -  DP9203
 DP9203  STATE/COUNTY-  MN/DAKOTA
 DP9203  COUNTRY     -  US
 DP9203  USGS QUAD   -  SAINT PAUL SW (2019)
 DP9203
 DP9203                         *CURRENT SURVEY CONTROL
 DP9203  ______________________________________________________________________
 DP9203* NAD 83(1986) POSITION- 44 49 39.28   (N) 093 10 15.30   (W)   HD_HELD1
 DP9203* NAVD 88 ORTHO HEIGHT -   275.773 (meters)      904.77  (feet) ADJUSTED
 DP9203  ______________________________________________________________________
 DP9203  GEOID HEIGHT    -        -27.408 (meters)                     GEOID18
 DP9203  DYNAMIC HEIGHT  -        275.763 (meters)      904.73  (feet) COMP
 DP9203  MODELED GRAVITY -    980,569.5   (mgal)                       NAVD 88
 DP9203
 DP9203  VERT ORDER      -  SECOND    CLASS I
 DP9203
 DP9203.The horizontal coordinates were determined by differentially corrected
 DP9203.hand held GPS observations or other comparable positioning techniques
 DP9203.and have an estimated accuracy of +/- 3 meters.
 DP9203
 DP9203.The orthometric height was determined by differential leveling and
 DP9203.adjusted by the NATIONAL GEODETIC SURVEY
 DP9203.in September 2016.
 DP9203
 DP9203.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP9203.GEOID18 height accuracy estimate available here.
 DP9203
 DP9203.Click photographs - Photos may exist for this station.
 DP9203
 DP9203.The dynamic height is computed by dividing the NAVD 88
 DP9203.geopotential number by the normal gravity value computed on the
 DP9203.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP9203.degrees latitude (g = 980.6199 gals.).
 DP9203
 DP9203.The modeled gravity was interpolated from observed gravity values.
 DP9203
 DP9203;                    North         East    Units  Estimated Accuracy
 DP9203;SPC MN S     -   303,399.0     865,561.2     MT  (+/- 3 meters HH1 GPS) 
 DP9203
 DP9203_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK8648863810(NAD 83)
 DP9203
 DP9203                          SUPERSEDED SURVEY CONTROL
 DP9203
 DP9203.No superseded survey control is available for this station.
 DP9203
 DP9203_MARKER: DD = SURVEY DISK
 DP9203_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DP9203_SP_SET: BRIDGE WALKWAY
 DP9203_STAMPING: 1982 BZ 2011
 DP9203_MARK LOGO: MNDT
 DP9203_MAGNETIC: N = NO MAGNETIC MATERIAL
 DP9203_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DP9203_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DP9203+SATELLITE: SATELLITE OBSERVATIONS - August 01, 2023
 DP9203
 DP9203  HISTORY     - Date     Condition        Report By
 DP9203  HISTORY     - 20110401 MONUMENTED       MNDT
 DP9203  HISTORY     - 20140611 GOOD             MNDT
 DP9203  HISTORY     - 20230801 GOOD             MNDT
 DP9203
 DP9203                          STATION DESCRIPTION
 DP9203
 DP9203'DESCRIBED BY MN DEPT OF TRANSP 2014 (DAS)
 DP9203'THE STATION IS LOCATED ABOUT 8.9 MI (14.3 KM) WEST OF SAINT PAUL PARK,
 DP9203'6.5 MI (10.5 KM) WEST-SOUTHWEST OF INVER GROVE HEIGHTS AND 6.3 MI
 DP9203'(10.1 KM) EAST OF BLOOMINGTON.
 DP9203'
 DP9203'TO REACH THE MARK IN BRIDGE RAILING IN SOUTHWEST CORNER OF DUCK WOOD
 DP9203'DRIVE BRIDGE NUMBER 19810 OVER INTERSTATE HIGHWAY 35E, 0.2 MI (0.3 KM)
 DP9203'SOUTH-SOUTHEAST ALONG PILOT KNOB ROAD  FROM THE JUNCTION OF PILOT KNOB
 DP9203'ROAD/COUNTY ROAD 31 AND INTERSTATE HIGHWAY 35E IN EAGAN, THEN 0.1 MI
 DP9203'(0.2 KM) WEST ALONG DUCK WOOD DRIVE, 0.03 MI (0.0 KM) EAST-SOUTHEAST
 DP9203'OF FEDERAL DRIVE.
 DP9203'
 DP9203'THE MARK IS LOCATED 11.2 FT (3.4 M) SOUTH-SOUTHWEST OF BACK OF CURB,
 DP9203'10.0 FT (3.0 M) EAST-SOUTHEAST OF SOUTHWEST END OF METAL GUARD RAIL.
 DP9203
 DP9203                          STATION RECOVERY (2023)
 DP9203
 DP9203'RECOVERY NOTE BY MN DEPT OF TRANSP 2023 (MJS)
 DP9203'IN EAGAN, IN A BRIDGE RAILING IN THE SOUTHWEST CORNER OF DUCKWOOD
 DP9203'DRIVE BRIDGE NUMBER 19810 OVER INTERSTATE HIGHWAY 35E, 0.2 MI (0.3 KM)
 DP9203'SOUTH-SOUTHEAST ALONG PILOT KNOB ROAD FROM THE JUNCTION OF PILOT KNOB
 DP9203'ROAD/COUNTY ROAD 31 AND INTERSTATE HIGHWAY 35E IN EAGAN, THEN 0.1 MI
 DP9203'(0.2 KM) WEST ALONG DUCKWOOD DRIVE, 0.03 MI (0.05 KM) EAST-SOUTHEAST
 DP9203'OF FEDERAL DRIVE, 11.2 FT (3.4 M) SOUTH-SOUTHWEST OF THE BACK OF A
 DP9203'CURB, 10.0 FT (3.0 M) EAST-SOUTHEAST OF SOUTHWEST END OF A METAL GUARD
 DP9203'RAIL.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DP7389 ***********************************************************************
 DP7389  DESIGNATION -  1982 C
 DP7389  PID         -  DP7389
 DP7389  STATE/COUNTY-  MN/DAKOTA
 DP7389  COUNTRY     -  US
 DP7389  USGS QUAD   -  SAINT PAUL SW (2019)
 DP7389
 DP7389                         *CURRENT SURVEY CONTROL
 DP7389  ______________________________________________________________________
 DP7389* NAD 83(2011) POSITION- 44 45 51.41472(N) 093 14 21.14591(W)   ADJUSTED
 DP7389* NAD 83(2011) ELLIP HT-   274.617 (meters)        (05/18/15)   ADJUSTED
 DP7389* NAD 83(2011) EPOCH   -  2010.00
 DP7389* NAVD 88 ORTHO HEIGHT -   301.986 (meters)      990.77  (feet) ADJUSTED
 DP7389  ______________________________________________________________________
 DP7389  GEOID HEIGHT    -        -27.364 (meters)                     GEOID18
 DP7389  NAD 83(2011) X  -   -256,320.694 (meters)                     COMP
 DP7389  NAD 83(2011) Y  - -4,529,023.078 (meters)                     COMP
 DP7389  NAD 83(2011) Z  -  4,468,980.916 (meters)                     COMP
 DP7389  LAPLACE CORR    -         -7.12  (seconds)                    DEFLEC18
 DP7389  DYNAMIC HEIGHT  -        301.972 (meters)      990.72  (feet) COMP
 DP7389  MODELED GRAVITY -    980,559.8   (mgal)                       NAVD 88
 DP7389
 DP7389  VERT ORDER      -  SECOND    CLASS I
 DP7389
 DP7389  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DP7389  Standards:
 DP7389         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DP7389            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DP7389  -------------------------------------------------------------------
 DP7389  NETWORK    0.72   1.88           0.31   0.28   0.96     -0.03176839
 DP7389  -------------------------------------------------------------------
 DP7389  Click here for local accuracies and other accuracy information.
 DP7389
 DP7389.The horizontal coordinates were established by GPS observations
 DP7389.and adjusted by the MN DEPT OF TRANSP in May 2015.
 DP7389
 DP7389.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DP7389.been affixed to the stable North American tectonic plate. See 
 DP7389.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DP7389
 DP7389.The horizontal coordinates are valid at the epoch date displayed above
 DP7389.which is a decimal equivalence of Year/Month/Day.
 DP7389
 DP7389.The orthometric height was determined by differential leveling and
 DP7389.adjusted by the NATIONAL GEODETIC SURVEY
 DP7389.in September 2016.
 DP7389
 DP7389.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP7389.GEOID18 height accuracy estimate available here.
 DP7389
 DP7389.Click photographs - Photos may exist for this station.
 DP7389
 DP7389.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DP7389
 DP7389.The Laplace correction was computed from DEFLEC18 derived deflections.
 DP7389
 DP7389.The ellipsoidal height was determined by GPS observations
 DP7389.and is referenced to NAD 83.
 DP7389
 DP7389.The dynamic height is computed by dividing the NAVD 88
 DP7389.geopotential number by the normal gravity value computed on the
 DP7389.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP7389.degrees latitude (g = 980.6199 gals.).
 DP7389
 DP7389.The modeled gravity was interpolated from observed gravity values.
 DP7389
 DP7389. The following values were computed from the NAD 83(2011) position.
 DP7389
 DP7389;                    North         East     Units Scale Factor Converg.
 DP7389;SPC MN S     -   296,313.260   860,226.618   MT  0.99993254   +0 31 59.7
 DP7389;SPC MN S     -   972,154.42  2,822,260.16   sFT  0.99993254   +0 31 59.7
 DP7389;UTM  15      - 4,956,793.473   481,069.672   MT  0.99960441   -0 10 06.4
 DP7389
 DP7389!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DP7389!SPC MN S     -   0.99995694  x   0.99993254  =   0.99988949
 DP7389!UTM  15      -   0.99995694  x   0.99960441  =   0.99956137
 DP7389
 DP7389_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK8106956793(NAD 83)
 DP7389
 DP7389                          SUPERSEDED SURVEY CONTROL
 DP7389
 DP7389.No superseded survey control is available for this station.
 DP7389
 DP7389_MARKER: F = FLANGE-ENCASED ROD
 DP7389_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DP7389_STAMPING: 1982 C 2014
 DP7389_MARK LOGO: MNDT
 DP7389_PROJECTION: RECESSED 5 CENTIMETERS
 DP7389_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DP7389_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DP7389_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP7389+SATELLITE: SATELLITE OBSERVATIONS - July 18, 2023
 DP7389_ROD/PIPE-DEPTH: 7.3 meters
 DP7389
 DP7389  HISTORY     - Date     Condition        Report By
 DP7389  HISTORY     - 20140714 MONUMENTED       MNDT
 DP7389  HISTORY     - 20171016 GOOD             MNDT
 DP7389  HISTORY     - 20230718 GOOD             MNDT
 DP7389
 DP7389                          STATION DESCRIPTION
 DP7389
 DP7389'DESCRIBED BY MN DEPT OF TRANSP 2014
 DP7389'IN APPLE  VALLEY, 0.55 MILE NORTHEAST ALONG NORTHBOUND INTERSTATE 35E
 DP7389'FROM THE JUNCTION OF INTERSTATE 35E AND COUNTY ROAD 11 IN APPLE
 DP7389'VALLEY, AT INTERSTATE 35E MILE POINT 91.15, 32.0 FEET SOUTHEAST OF
 DP7389'NORTHBOUND INTERSTATE 35E FOG LINE, 40.6 FEET SOUTH-SOUTHEAST OF NORTH
 DP7389'INTERSTATE 35E SIGN, 1.5 FEET NORTHWEST OF WITNESS POST.
 DP7389
 DP7389                          STATION RECOVERY (2017)
 DP7389
 DP7389'RECOVERY NOTE BY MN DEPT OF TRANSP 2017 (MPP)
 DP7389'RECOVERED AS DESCRIBED.
 DP7389'
 DP7389'NOTE-THE STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM ROD
 DP7389'DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION REMOVABLE DISK
 DP7389'SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH PVC
 DP7389'PIPE BACK FILLED WITH WASHED SAND.
 DP7389
 DP7389                          STATION RECOVERY (2023)
 DP7389
 DP7389'RECOVERY NOTE BY MN DEPT OF TRANSP 2023 (MJS)
 DP7389'IN APPLE VALLEY, 0.55 MI (0.88 KM) NORTHEAST ALONG NORTHBOUND
 DP7389'INTERSTATE HIGHWAY 35E FROM THE JUNCTION OF INTERSTATE HIGHWAY 35E AND
 DP7389'COUNTY ROAD 11 IN APPLE VALLEY, AT INTERSTATE HIGHWAY 35E MILE POINT
 DP7389'91.15, 32.0 FT (9.8 M) SOUTHEAST OF A NORTHBOUND INTERSTATE HIGHWAY
 DP7389'35E FOG LINE, 40.6 FT (12.4 M) SOUTH-SOUTHEAST OF THE NORTH INTERSTATE
 DP7389'HIGHWAY 35E SIGN, 1.5 FT (0.5 M) NORTHWEST OF A WITNESS POST.
 DP7389'
 DP7389'THE SURVEY MARK HAS BEEN DEEMED UNSAFE DUE TO FALL RISK AND HAS BEEN
 DP7389'ABANDONED FOR MNDOT GEODETIC USE.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DP7390 ***********************************************************************
 DP7390  DESIGNATION -  1982 CA
 DP7390  PID         -  DP7390
 DP7390  STATE/COUNTY-  MN/DAKOTA
 DP7390  COUNTRY     -  US
 DP7390  USGS QUAD   -  SAINT PAUL SW (2019)
 DP7390
 DP7390                         *CURRENT SURVEY CONTROL
 DP7390  ______________________________________________________________________
 DP7390* NAD 83(2011) POSITION- 44 50 37.93311(N) 093 09 20.31878(W)   ADJUSTED
 DP7390* NAD 83(2011) ELLIP HT-   244.983 (meters)        (05/18/15)   ADJUSTED
 DP7390* NAD 83(2011) EPOCH   -  2010.00
 DP7390* NAVD 88 ORTHO HEIGHT -   272.404 (meters)      893.71  (feet) ADJUSTED
 DP7390  ______________________________________________________________________
 DP7390  GEOID HEIGHT    -        -27.414 (meters)                     GEOID18
 DP7390  NAD 83(2011) X  -   -249,370.799 (meters)                     COMP
 DP7390  NAD 83(2011) Y  - -4,523,147.712 (meters)                     COMP
 DP7390  NAD 83(2011) Z  -  4,475,235.644 (meters)                     COMP
 DP7390  LAPLACE CORR    -         -6.43  (seconds)                    DEFLEC18
 DP7390  DYNAMIC HEIGHT  -        272.394 (meters)      893.68  (feet) COMP
 DP7390  MODELED GRAVITY -    980,573.1   (mgal)                       NAVD 88
 DP7390
 DP7390  VERT ORDER      -  SECOND    CLASS I
 DP7390
 DP7390  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DP7390  Standards:
 DP7390         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DP7390            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DP7390  -------------------------------------------------------------------
 DP7390  NETWORK    0.92   2.33           0.40   0.35   1.19      0.03894403
 DP7390  -------------------------------------------------------------------
 DP7390  Click here for local accuracies and other accuracy information.
 DP7390
 DP7390.The horizontal coordinates were established by GPS observations
 DP7390.and adjusted by the MN DEPT OF TRANSP in May 2015.
 DP7390
 DP7390.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DP7390.been affixed to the stable North American tectonic plate. See 
 DP7390.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DP7390
 DP7390.The horizontal coordinates are valid at the epoch date displayed above
 DP7390.which is a decimal equivalence of Year/Month/Day.
 DP7390
 DP7390.The orthometric height was determined by differential leveling and
 DP7390.adjusted by the NATIONAL GEODETIC SURVEY
 DP7390.in September 2016.
 DP7390
 DP7390.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP7390.GEOID18 height accuracy estimate available here.
 DP7390
 DP7390.Click photographs - Photos may exist for this station.
 DP7390
 DP7390.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DP7390
 DP7390.The Laplace correction was computed from DEFLEC18 derived deflections.
 DP7390
 DP7390.The ellipsoidal height was determined by GPS observations
 DP7390.and is referenced to NAD 83.
 DP7390
 DP7390.The dynamic height is computed by dividing the NAVD 88
 DP7390.geopotential number by the normal gravity value computed on the
 DP7390.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP7390.degrees latitude (g = 980.6199 gals.).
 DP7390
 DP7390.The modeled gravity was interpolated from observed gravity values.
 DP7390
 DP7390. The following values were computed from the NAD 83(2011) position.
 DP7390
 DP7390;                    North         East     Units Scale Factor Converg.
 DP7390;SPC MN S     -   305,221.672   866,750.145   MT  0.99993987   +0 35 30.6
 DP7390;SPC MN S     - 1,001,381.44  2,843,662.77   sFT  0.99993987   +0 35 30.6
 DP7390;UTM  15      - 4,965,618.390   487,699.594   MT  0.99960186   -0 06 35.1
 DP7390
 DP7390!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DP7390!SPC MN S     -   0.99996159  x   0.99993987  =   0.99990146
 DP7390!UTM  15      -   0.99996159  x   0.99960186  =   0.99956347
 DP7390
 DP7390_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK8769965618(NAD 83)
 DP7390
 DP7390                          SUPERSEDED SURVEY CONTROL
 DP7390
 DP7390.No superseded survey control is available for this station.
 DP7390
 DP7390_MARKER: F = FLANGE-ENCASED ROD
 DP7390_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DP7390_STAMPING: 1982 CA 2014
 DP7390_MARK LOGO: MNDT
 DP7390_PROJECTION: RECESSED 8 CENTIMETERS
 DP7390_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DP7390_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DP7390_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP7390+SATELLITE: SATELLITE OBSERVATIONS - August 02, 2023
 DP7390_ROD/PIPE-DEPTH: 4.6 meters
 DP7390
 DP7390  HISTORY     - Date     Condition        Report By
 DP7390  HISTORY     - 20140716 MONUMENTED       MNDT
 DP7390  HISTORY     - 20230802 GOOD             MNDT
 DP7390
 DP7390                          STATION DESCRIPTION
 DP7390
 DP7390'DESCRIBED BY MN DEPT OF TRANSP 2014
 DP7390'IN EAGAN, 1.15 MILES NORTHEAST ALONG NORTHBOUND INTERSTATE HIGHWAY 35E
 DP7390'FROM THE JUNCTION OF INTERSTATE HIGHWAY 35E AND COUNTY ROAD 31(PILOT
 DP7390'KNOB ROAD) IN EAGAN, AT INTERSTATE HIGHWAY 35E MILE POINT 98.15, 38.8
 DP7390'FEET EAST-SOUTHEAST OF NORTHBOUND INTERSTATE HIGHWAY 35E, 266.6 FEET
 DP7390'SOUTH-SOUTHWEST OF EXIT 98 COUNTY ROAD 26(LONE OAK ROAD) SIGN, 64.9
 DP7390'FEET WEST-NORTHWEST OF RIGHT OF WAY FENCE, 1.5 FEET WEST-NORTHWEST OF
 DP7390'WITNESS POST.
 DP7390
 DP7390                          STATION RECOVERY (2023)
 DP7390
 DP7390'RECOVERY NOTE BY MN DEPT OF TRANSP 2023 (MJS)
 DP7390'IN EAGAN, 1.15 MI (1.85 KM) NORTHEAST ALONG NORTHBOUND INTERSTATE
 DP7390'HIGHWAY 35E FROM THE JUNCTION OF INTERSTATE HIGHWAY 35E AND COUNTY
 DP7390'ROAD 31 (PILOT KNOB ROAD) IN EAGAN, AT INTERSTATE HIGHWAY 35E MILE
 DP7390'POINT 98.15, 38.8 FT (11.8 M) EAST-SOUTHEAST OF NORTHBOUND INTERSTATE
 DP7390'HIGHWAY 35E, 266.6 FT (81.3 M) SOUTH-SOUTHWEST OF AN EXIT 98 COUNTY
 DP7390'ROAD 26 (LONE OAK ROAD) SIGN, 64.9 FT (19.8 M) WEST-NORTHWEST OF A
 DP7390'RIGHT-OF-WAY FENCE, 1.5 FT (0.5 M) WEST-NORTHWEST OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DP9198 ***********************************************************************
 DP9198  DESIGNATION -  1982 CB
 DP9198  PID         -  DP9198
 DP9198  STATE/COUNTY-  MN/DAKOTA
 DP9198  COUNTRY     -  US
 DP9198  USGS QUAD   -  SAINT PAUL WEST (2019)
 DP9198
 DP9198                         *CURRENT SURVEY CONTROL
 DP9198  ______________________________________________________________________
 DP9198* NAD 83(1986) POSITION- 44 52 36.73   (N) 093 08 30.73   (W)   HD_HELD1
 DP9198* NAVD 88 ORTHO HEIGHT -   275.944 (meters)      905.33  (feet) ADJUSTED
 DP9198  ______________________________________________________________________
 DP9198  GEOID HEIGHT    -        -27.392 (meters)                     GEOID18
 DP9198  DYNAMIC HEIGHT  -        275.936 (meters)      905.30  (feet) COMP
 DP9198  MODELED GRAVITY -    980,580.0   (mgal)                       NAVD 88
 DP9198
 DP9198  VERT ORDER      -  SECOND    CLASS I
 DP9198
 DP9198.The horizontal coordinates were determined by differentially corrected
 DP9198.hand held GPS observations or other comparable positioning techniques
 DP9198.and have an estimated accuracy of +/- 3 meters.
 DP9198
 DP9198.The orthometric height was determined by differential leveling and
 DP9198.adjusted by the NATIONAL GEODETIC SURVEY
 DP9198.in September 2016.
 DP9198
 DP9198.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP9198.GEOID18 height accuracy estimate available here.
 DP9198
 DP9198.Click photographs - Photos may exist for this station.
 DP9198
 DP9198.The dynamic height is computed by dividing the NAVD 88
 DP9198.geopotential number by the normal gravity value computed on the
 DP9198.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP9198.degrees latitude (g = 980.6199 gals.).
 DP9198
 DP9198.The modeled gravity was interpolated from observed gravity values.
 DP9198
 DP9198;                    North         East    Units  Estimated Accuracy
 DP9198;SPC MN S     -   308,899.8     867,800.6     MT  (+/- 3 meters HH1 GPS) 
 DP9198
 DP9198_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK8879469282(NAD 83)
 DP9198
 DP9198                          SUPERSEDED SURVEY CONTROL
 DP9198
 DP9198.No superseded survey control is available for this station.
 DP9198
 DP9198_MARKER: F = FLANGE-ENCASED ROD
 DP9198_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DP9198_STAMPING: 1982 CB 2014
 DP9198_MARK LOGO: MNDT
 DP9198_PROJECTION: FLUSH
 DP9198_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DP9198_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DP9198_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP9198+SATELLITE: SATELLITE OBSERVATIONS - August 03, 2023
 DP9198_ROD/PIPE-DEPTH: 7.6 meters
 DP9198
 DP9198  HISTORY     - Date     Condition        Report By
 DP9198  HISTORY     - 20140717 MONUMENTED       MNDT
 DP9198  HISTORY     - 20230803 GOOD             MNDT
 DP9198
 DP9198                          STATION DESCRIPTION
 DP9198
 DP9198'DESCRIBED BY MN DEPT OF TRANSP 2014
 DP9198'THE STATION IS LOCATED ABOUT 7.8 MI (12.6 KM) WEST-NORTHWEST OF SAINT
 DP9198'PAUL PARK, 5.3 MI (8.5 KM) WEST-NORTHWEST OF INVER GROVE HEIGHTS AND
 DP9198'5.2 MI (8.4 KM) SOUTH-SOUTHWEST OF SAINT PAUL.
 DP9198'
 DP9198'TO REACH THE MARK GO 1.0 MI (1.6 KM) NORTH ALONG NORTHBOUND INTERSTATE
 DP9198'HIGHWAY 35E FROM THE JUNCTION OF INTERSTATE HIGHWAY 35E AND INTERSTATE
 DP9198'HIGHWAY 494 IN MENDOTA HEIGHTS, AT INTERSTATE HIGHWAY 35E MILE POINT
 DP9198'100.45.
 DP9198'
 DP9198'THE MARK IS LOCATED 74.8 FT (22.8 M) EAST OF NORTHBOUND INTERSTATE
 DP9198'HIGHWAY 35E, 650.0 FT (198.1 M) SOUTH OF TRUNK HIGHWAY 110 AND TRUNK
 DP9198'HIGHWAY 13 AND SHEPARD ROAD OVERHEAD SIGN, 81.4 FT (24.8 M) NORTH OF
 DP9198'CENTER OF OVERHEAD POWER LINES, 1.5 FT (0.5 M) WEST OF A WITNESS POST.
 DP9198'NOTE - THE STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM
 DP9198'ROD DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION REMOVABLE
 DP9198'DISK SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH
 DP9198'PVC PIPE BACK FILLED WITH WASHED SAND.
 DP9198
 DP9198                          STATION RECOVERY (2023)
 DP9198
 DP9198'RECOVERY NOTE BY MN DEPT OF TRANSP 2023 (MJS)
 DP9198'IN MENDOTA HEIGHTS, 1.0 MI (1.6 KM) NORTH ALONG NORTHBOUND INTERSTATE
 DP9198'HIGHWAY 35E FROM THE JUNCTION OF INTERSTATE HIGHWAY 35E AND INTERSTATE
 DP9198'HIGHWAY 494 IN MENDOTA HEIGHTS, AT INTERSTATE HIGHWAY 35E MILE POINT
 DP9198'100.45, 74.8 FT (22.8 M) EAST OF NORTHBOUND INTERSTATE HIGHWAY 35E,
 DP9198'650.0 FT (198.1 M) SOUTH OF TRUNK HIGHWAY 110 AND TRUNK HIGHWAY 13 AND
 DP9198'SHEPARD ROAD OVERHEAD SIGN, 81.4 FT (24.8 M) NORTH OF THE CENTER OF
 DP9198'OVERHEAD POWER LINES, 1.5 FT (0.5 M) WEST OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DP7391 ***********************************************************************
 DP7391  DESIGNATION -  1982 CC
 DP7391  PID         -  DP7391
 DP7391  STATE/COUNTY-  MN/DAKOTA
 DP7391  COUNTRY     -  US
 DP7391  USGS QUAD   -  SAINT PAUL WEST (2019)
 DP7391
 DP7391                         *CURRENT SURVEY CONTROL
 DP7391  ______________________________________________________________________
 DP7391* NAD 83(2011) POSITION- 44 53 36.42779(N) 093 07 52.38407(W)   ADJUSTED
 DP7391* NAD 83(2011) ELLIP HT-   232.804 (meters)        (05/18/15)   ADJUSTED
 DP7391* NAD 83(2011) EPOCH   -  2010.00
 DP7391* NAVD 88 ORTHO HEIGHT -   260.188 (meters)      853.63  (feet) ADJUSTED
 DP7391  ______________________________________________________________________
 DP7391  GEOID HEIGHT    -        -27.395 (meters)                     GEOID18
 DP7391  NAD 83(2011) X  -   -247,229.661 (meters)                     COMP
 DP7391  NAD 83(2011) Y  - -4,519,363.440 (meters)                     COMP
 DP7391  NAD 83(2011) Z  -  4,479,132.272 (meters)                     COMP
 DP7391  LAPLACE CORR    -         -5.03  (seconds)                    DEFLEC18
 DP7391  DYNAMIC HEIGHT  -        260.181 (meters)      853.61  (feet) COMP
 DP7391  MODELED GRAVITY -    980,583.2   (mgal)                       NAVD 88
 DP7391
 DP7391  VERT ORDER      -  SECOND    CLASS I
 DP7391
 DP7391  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DP7391  Standards:
 DP7391         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DP7391            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DP7391  -------------------------------------------------------------------
 DP7391  NETWORK    0.81   2.20           0.34   0.32   1.12     -0.09328054
 DP7391  -------------------------------------------------------------------
 DP7391  Click here for local accuracies and other accuracy information.
 DP7391
 DP7391.The horizontal coordinates were established by GPS observations
 DP7391.and adjusted by the MN DEPT OF TRANSP in May 2015.
 DP7391
 DP7391.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DP7391.been affixed to the stable North American tectonic plate. See 
 DP7391.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DP7391
 DP7391.The horizontal coordinates are valid at the epoch date displayed above
 DP7391.which is a decimal equivalence of Year/Month/Day.
 DP7391
 DP7391.The orthometric height was determined by differential leveling and
 DP7391.adjusted by the NATIONAL GEODETIC SURVEY
 DP7391.in September 2016.
 DP7391
 DP7391.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP7391.GEOID18 height accuracy estimate available here.
 DP7391
 DP7391.Click photographs - Photos may exist for this station.
 DP7391
 DP7391.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DP7391
 DP7391.The Laplace correction was computed from DEFLEC18 derived deflections.
 DP7391
 DP7391.The ellipsoidal height was determined by GPS observations
 DP7391.and is referenced to NAD 83.
 DP7391
 DP7391.The dynamic height is computed by dividing the NAVD 88
 DP7391.geopotential number by the normal gravity value computed on the
 DP7391.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP7391.degrees latitude (g = 980.6199 gals.).
 DP7391
 DP7391.The modeled gravity was interpolated from observed gravity values.
 DP7391
 DP7391. The following values were computed from the NAD 83(2011) position.
 DP7391
 DP7391;                    North         East     Units Scale Factor Converg.
 DP7391;SPC MN S     -   310,751.272   868,622.526   MT  0.99994541   +0 36 32.2
 DP7391;SPC MN S     - 1,019,523.13  2,849,805.74   sFT  0.99994541   +0 36 32.2
 DP7391;UTM  15      - 4,971,122.771   489,638.881   MT  0.99960132   -0 05 33.4
 DP7391
 DP7391!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DP7391!SPC MN S     -   0.99996350  x   0.99994541  =   0.99990891
 DP7391!UTM  15      -   0.99996350  x   0.99960132  =   0.99956483
 DP7391
 DP7391_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK8963871122(NAD 83)
 DP7391
 DP7391                          SUPERSEDED SURVEY CONTROL
 DP7391
 DP7391.No superseded survey control is available for this station.
 DP7391
 DP7391_MARKER: F = FLANGE-ENCASED ROD
 DP7391_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DP7391_STAMPING: 1982 CC 2014
 DP7391_MARK LOGO: MNDT
 DP7391_PROJECTION: RECESSED 5 CENTIMETERS
 DP7391_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DP7391_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DP7391_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP7391+SATELLITE: SATELLITE OBSERVATIONS - August 03, 2023
 DP7391_ROD/PIPE-DEPTH: 4.3 meters
 DP7391
 DP7391  HISTORY     - Date     Condition        Report By
 DP7391  HISTORY     - 20140714 MONUMENTED       MNDT
 DP7391  HISTORY     - 20230803 GOOD             MNDT
 DP7391
 DP7391                          STATION DESCRIPTION
 DP7391
 DP7391'DESCRIBED BY MN DEPT OF TRANSP 2014
 DP7391'IN MENDOTA HEIGHTS, 0.55 MILE SOUTHEAST ALONG SOUTHBOUND INTERSTATE
 DP7391'HIGHWAY 35 EAST FROM THE JUNCTION OF INTERSTATE HIGHWAY 35 EAST AND
 DP7391'TRUNK HIGHWAY 13 IN MENDTOA HEIGHTS, AT INTERSTATE HIGHWAY 35 EAST
 DP7391'MILE POINT 101.9, 22.2 FEET WEST OF SOUTHBOUND INTERSTATE HIGHWAY 35
 DP7391'EAST FOG LINE, 114.8 FEET NORTH OF POLE WITH TRAFFIC CAMERA MOUNTED ON
 DP7391'IT, 1.5 FEET EAST OF WITNESS POST.
 DP7391
 DP7391                          STATION RECOVERY (2023)
 DP7391
 DP7391'RECOVERY NOTE BY MN DEPT OF TRANSP 2023 (MJS)
 DP7391'IN MENDOTA HEIGHTS, 0.55 MI (0.88 KM) SOUTHEAST ALONG SOUTHBOUND
 DP7391'INTERSTATE HIGHWAY 35E FROM THE JUNCTION OF INTERSTATE HIGHWAY 35E AND
 DP7391'TRUNK HIGHWAY 13 IN MENDOTA HEIGHTS, AT INTERSTATE HIGHWAY 35E MILE
 DP7391'POINT 101.9, 22.2 FT (6.8 M) WEST OF A SOUTHBOUND INTERSTATE HIGHWAY
 DP7391'35E FOG LINE, 114.8 FT (35.0 M) NORTH OF A POLE WITH A TRAFFIC CAMERA
 DP7391'MOUNTED ON IT.  NO WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DP7392 ***********************************************************************
 DP7392  DESIGNATION -  1982 D
 DP7392  PID         -  DP7392
 DP7392  STATE/COUNTY-  MN/DAKOTA
 DP7392  COUNTRY     -  US
 DP7392  USGS QUAD   -  SAINT PAUL SW (2019)
 DP7392
 DP7392                         *CURRENT SURVEY CONTROL
 DP7392  ______________________________________________________________________
 DP7392* NAD 83(2011) POSITION- 44 46 18.38110(N) 093 13 41.53113(W)   ADJUSTED
 DP7392* NAD 83(2011) ELLIP HT-   267.484 (meters)        (05/18/15)   ADJUSTED
 DP7392* NAD 83(2011) EPOCH   -  2010.00
 DP7392* NAVD 88 ORTHO HEIGHT -   294.868 (meters)      967.41  (feet) ADJUSTED
 DP7392  ______________________________________________________________________
 DP7392  GEOID HEIGHT    -        -27.376 (meters)                     GEOID18
 DP7392  NAD 83(2011) X  -   -255,417.557 (meters)                     COMP
 DP7392  NAD 83(2011) Y  - -4,528,481.853 (meters)                     COMP
 DP7392  NAD 83(2011) Z  -  4,469,566.903 (meters)                     COMP
 DP7392  LAPLACE CORR    -         -7.04  (seconds)                    DEFLEC18
 DP7392  DYNAMIC HEIGHT  -        294.854 (meters)      967.37  (feet) COMP
 DP7392  MODELED GRAVITY -    980,560.4   (mgal)                       NAVD 88
 DP7392
 DP7392  VERT ORDER      -  SECOND    CLASS I
 DP7392
 DP7392  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DP7392  Standards:
 DP7392         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DP7392            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DP7392  -------------------------------------------------------------------
 DP7392  NETWORK    0.77   1.96           0.33   0.30   1.00     -0.09997270
 DP7392  -------------------------------------------------------------------
 DP7392  Click here for local accuracies and other accuracy information.
 DP7392
 DP7392.The horizontal coordinates were established by GPS observations
 DP7392.and adjusted by the MN DEPT OF TRANSP in May 2015.
 DP7392
 DP7392.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DP7392.been affixed to the stable North American tectonic plate. See 
 DP7392.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DP7392
 DP7392.The horizontal coordinates are valid at the epoch date displayed above
 DP7392.which is a decimal equivalence of Year/Month/Day.
 DP7392
 DP7392.The orthometric height was determined by differential leveling and
 DP7392.adjusted by the NATIONAL GEODETIC SURVEY
 DP7392.in September 2016.
 DP7392
 DP7392.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP7392.GEOID18 height accuracy estimate available here.
 DP7392
 DP7392.Click photographs - Photos may exist for this station.
 DP7392
 DP7392.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DP7392
 DP7392.The Laplace correction was computed from DEFLEC18 derived deflections.
 DP7392
 DP7392.The ellipsoidal height was determined by GPS observations
 DP7392.and is referenced to NAD 83.
 DP7392
 DP7392.The dynamic height is computed by dividing the NAVD 88
 DP7392.geopotential number by the normal gravity value computed on the
 DP7392.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP7392.degrees latitude (g = 980.6199 gals.).
 DP7392
 DP7392.The modeled gravity was interpolated from observed gravity values.
 DP7392
 DP7392. The following values were computed from the NAD 83(2011) position.
 DP7392
 DP7392;                    North         East     Units Scale Factor Converg.
 DP7392;SPC MN S     -   297,153.750   861,089.851   MT  0.99993314   +0 32 27.5
 DP7392;SPC MN S     -   974,911.93  2,825,092.29   sFT  0.99993314   +0 32 27.5
 DP7392;UTM  15      - 4,957,623.056   481,942.846   MT  0.99960401   -0 09 38.6
 DP7392
 DP7392!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DP7392!SPC MN S     -   0.99995806  x   0.99993314  =   0.99989121
 DP7392!UTM  15      -   0.99995806  x   0.99960401  =   0.99956209
 DP7392
 DP7392_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK8194257623(NAD 83)
 DP7392
 DP7392                          SUPERSEDED SURVEY CONTROL
 DP7392
 DP7392.No superseded survey control is available for this station.
 DP7392
 DP7392_MARKER: F = FLANGE-ENCASED ROD
 DP7392_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DP7392_STAMPING: 1982 D 2014
 DP7392_MARK LOGO: MNDT
 DP7392_PROJECTION: RECESSED 5 CENTIMETERS
 DP7392_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DP7392_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DP7392_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP7392+SATELLITE: SATELLITE OBSERVATIONS - July 20, 2023
 DP7392_ROD/PIPE-DEPTH: 11.9 meters
 DP7392
 DP7392  HISTORY     - Date     Condition        Report By
 DP7392  HISTORY     - 20140714 MONUMENTED       MNDT
 DP7392  HISTORY     - 20171016 GOOD             MNDT
 DP7392  HISTORY     - 20230720 GOOD             MNDT
 DP7392
 DP7392                          STATION DESCRIPTION
 DP7392
 DP7392'DESCRIBED BY MN DEPT OF TRANSP 2014
 DP7392'IN APPLE VALLEY, 0.70 MILE SOUTHWEST ALONG SOUTHBOUND INTERSTATE
 DP7392'HIGHWAY 35E FROM THE JUNCTION OF INTERSTATE HIGHWAY 35E AND TRUNK
 DP7392'HIGHWAY 77 IN EAGAN, AT INTERSTATE HIGHWAY 35E MILE POINT 91.9, 32.4
 DP7392'FEET NORTHWEST OF SOUTHBOUND INTERSTATE HIGHWAY35E FOG LINE, 1.5 FEET
 DP7392'SOUTHEAST OF WITNESS POST.
 DP7392
 DP7392                          STATION RECOVERY (2017)
 DP7392
 DP7392'RECOVERY NOTE BY MN DEPT OF TRANSP 2017 (MPP)
 DP7392'RECOVERED AS DESCRIBED.
 DP7392'
 DP7392'NOTE -THE STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM ROD
 DP7392'DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION REMOVABLE DISK
 DP7392'SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH PVC
 DP7392'PIPE BACK FILLED WITH WASHED SAND.
 DP7392
 DP7392                          STATION RECOVERY (2023)
 DP7392
 DP7392'RECOVERY NOTE BY MN DEPT OF TRANSP 2023 (MJS)
 DP7392'IN APPLE VALLEY, 0.7 MI (1.1 KM) SOUTHWEST ALONG SOUTHBOUND INTERSTATE
 DP7392'HIGHWAY 35E FROM THE JUNCTION OF INTERSTATE HIGHWAY 35E AND TRUNK
 DP7392'HIGHWAY 77 IN EAGAN, AT INTERSTATE HIGHWAY 35E MILE POINT 91.9, 32.4
 DP7392'FT (9.9 M) NORTHWEST OF THE SOUTHBOUND INTERSTATE HIGHWAY35E FOG LINE,
 DP7392'1.5 FT (0.5 M) SOUTHEAST OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DP9208 ***********************************************************************
 DP9208  DESIGNATION -  1982 E
 DP9208  PID         -  DP9208
 DP9208  STATE/COUNTY-  MN/DAKOTA
 DP9208  COUNTRY     -  US
 DP9208  USGS QUAD   -  BLOOMINGTON (2019)
 DP9208
 DP9208                         *CURRENT SURVEY CONTROL
 DP9208  ______________________________________________________________________
 DP9208* NAD 83(1986) POSITION- 44 45 28.93   (N) 093 15 07.70   (W)   HD_HELD1
 DP9208* NAVD 88 ORTHO HEIGHT -   303.564 (meters)      995.94  (feet) ADJUSTED
 DP9208  ______________________________________________________________________
 DP9208  GEOID HEIGHT    -        -27.344 (meters)                     GEOID18
 DP9208  DYNAMIC HEIGHT  -        303.549 (meters)      995.89  (feet) COMP
 DP9208  MODELED GRAVITY -    980,559.9   (mgal)                       NAVD 88
 DP9208
 DP9208  VERT ORDER      -  SECOND    CLASS I
 DP9208
 DP9208.The horizontal coordinates were determined by differentially corrected
 DP9208.hand held GPS observations or other comparable positioning techniques
 DP9208.and have an estimated accuracy of +/- 3 meters.
 DP9208
 DP9208.The orthometric height was determined by differential leveling and
 DP9208.adjusted by the NATIONAL GEODETIC SURVEY
 DP9208.in September 2016.
 DP9208
 DP9208.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP9208.GEOID18 height accuracy estimate available here.
 DP9208
 DP9208.Click photographs - Photos may exist for this station.
 DP9208
 DP9208.The dynamic height is computed by dividing the NAVD 88
 DP9208.geopotential number by the normal gravity value computed on the
 DP9208.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP9208.degrees latitude (g = 980.6199 gals.).
 DP9208
 DP9208.The modeled gravity was interpolated from observed gravity values.
 DP9208
 DP9208;                    North         East    Units  Estimated Accuracy
 DP9208;SPC MN S     -   295,609.8     859,209.3     MT  (+/- 3 meters HH1 GPS) 
 DP9208
 DP9208_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK8004456102(NAD 83)
 DP9208
 DP9208                          SUPERSEDED SURVEY CONTROL
 DP9208
 DP9208.No superseded survey control is available for this station.
 DP9208
 DP9208_MARKER: F = FLANGE-ENCASED ROD
 DP9208_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DP9208_STAMPING: 1982 E 2014
 DP9208_MARK LOGO: MNDT
 DP9208_PROJECTION: RECESSED 5 CENTIMETERS
 DP9208_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DP9208_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DP9208_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP9208+SATELLITE: SATELLITE OBSERVATIONS - July 18, 2023
 DP9208_ROD/PIPE-DEPTH: 8.5 meters
 DP9208
 DP9208  HISTORY     - Date     Condition        Report By
 DP9208  HISTORY     - 20140716 MONUMENTED       MNDT
 DP9208  HISTORY     - 20230718 GOOD             MNDT
 DP9208
 DP9208                          STATION DESCRIPTION
 DP9208
 DP9208'DESCRIBED BY MN DEPT OF TRANSP 2014
 DP9208'THE STATION IS LOCATED ABOUT 9.7 MI (15.6 KM) NORTH-NORTHWEST OF
 DP9208'FARMINGTON, 8.9 MI (14.3 KM) EAST-NORTHEAST OF PRIOR LAKE AND 6.1 MI
 DP9208'(9.8 KM) SOUTH-SOUTHEAST OF BLOOMINGTON.
 DP9208'
 DP9208'TO REACH THE MARK GO 0.2 MI (0.3 KM) SOUTHWEST ALONG ON-RAMP FROM
 DP9208'COUNTY ROAD 11 TO SOUTHBOUND INTERSTATE HIGHWAY 35E FROM THE JUNCTION
 DP9208'OF INTERSTATE HIGHWAY 35E AND COUNTY ROAD 11 IN BURNSVILLE, AT
 DP9208'INTERSTATE HIGHWAY 35E MILE POINT 90.4.
 DP9208'
 DP9208'THE MARK IS LOCATED 120.0 FT (36.6 M) NORTHWEST OF SOUTHBOUND
 DP9208'INTERSTATE 35E, 93.0 FT (28.3 M) NORTHWEST OF ON-RAMP FROM COUNTY ROAD
 DP9208'11 TO SOUTHBOUND INTERSTATE 35E, 48.2 FT (14.7 M) SOUTH OF MNDOT
 DP9208'ELECTRICAL BOX, 1.5 FT (0.5 M) SOUTHEAST OF A WITNESS POST.
 DP9208'
 DP9208'NOTE - THE STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM
 DP9208'ROD DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION REMOVABLE
 DP9208'DISK SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH
 DP9208'PVC PIPE BACK FILLED WITH WASHED SAND.
 DP9208
 DP9208                          STATION RECOVERY (2023)
 DP9208
 DP9208'RECOVERY NOTE BY MN DEPT OF TRANSP 2023 (MJS)
 DP9208'IN BURNSVILLE, 0.2 MI (0.3 KM) SOUTHWEST ALONG AN ON-RAMP FROM COUNTY
 DP9208'ROAD 11 TO SOUTHBOUND INTERSTATE HIGHWAY 35E FROM THE JUNCTION OF
 DP9208'INTERSTATE HIGHWAY 35E AND COUNTY ROAD 11 IN BURNSVILLE, AT INTERSTATE
 DP9208'HIGHWAY 35E MILE POINT 90.4, 120.0 FT (36.6 M) NORTHWEST OF SOUTHBOUND
 DP9208'INTERSTATE 35E, 93.0 FT (28.3 M) NORTHWEST OF AN ON-RAMP FROM COUNTY
 DP9208'ROAD 11 TO SOUTHBOUND INTERSTATE HIGHWAY 35E, 48.2 FT (14.7 M) SOUTH
 DP9208'OF A MINNESOTA DEPARTMENT OF TRANSPORTATION (MNDOT) ELECTRICAL BOX,
 DP9208'1.5 FT (0.5 M) SOUTHEAST OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DP7393 ***********************************************************************
 DP7393  HT_MOD      -  This is a Height Modernization Survey Station.
 DP7393  DESIGNATION -  1982 F
 DP7393  PID         -  DP7393
 DP7393  STATE/COUNTY-  MN/DAKOTA
 DP7393  COUNTRY     -  US
 DP7393  USGS QUAD   -  SAINT PAUL SW (2019)
 DP7393
 DP7393                         *CURRENT SURVEY CONTROL
 DP7393  ______________________________________________________________________
 DP7393* NAD 83(2011) POSITION- 44 46 52.12637(N) 093 12 52.92429(W)   ADJUSTED
 DP7393* NAD 83(2011) ELLIP HT-   265.714 (meters)        (03/11/19)   ADJUSTED
 DP7393* NAD 83(2011) EPOCH   -  2010.00
 DP7393* NAVD 88 ORTHO HEIGHT -   293.11  (meters)      961.6   (feet) GPS OBS
 DP7393  ______________________________________________________________________
 DP7393  NAVD 88 orthometric height was determined with geoid model    GEOID12B
 DP7393  GEOID HEIGHT    -        -27.391 (meters)                     GEOID12B
 DP7393  GEOID HEIGHT    -        -27.390 (meters)                     GEOID18
 DP7393  NAD 83(2011) X  -   -254,309.185 (meters)                     COMP
 DP7393  NAD 83(2011) Y  - -4,527,808.091 (meters)                     COMP
 DP7393  NAD 83(2011) Z  -  4,470,305.130 (meters)                     COMP
 DP7393  LAPLACE CORR    -         -7.09  (seconds)                    DEFLEC18
 DP7393
 DP7393  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DP7393  Standards:
 DP7393         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DP7393            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DP7393  -------------------------------------------------------------------
 DP7393  NETWORK    0.66   0.94           0.31   0.21   0.48      0.07714266
 DP7393  -------------------------------------------------------------------
 DP7393  Click here for local accuracies and other accuracy information.
 DP7393
 DP7393.The horizontal coordinates were established by GPS observations
 DP7393.and adjusted by the MN DEPT OF TRANSP in March 2019.
 DP7393
 DP7393.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DP7393.been affixed to the stable North American tectonic plate. See 
 DP7393.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DP7393
 DP7393.The horizontal coordinates are valid at the epoch date displayed above
 DP7393.which is a decimal equivalence of Year/Month/Day.
 DP7393
 DP7393.The orthometric height was determined by GPS observations and a
 DP7393.high-resolution geoid model using precise GPS observation and
 DP7393.processing techniques.
 DP7393
 DP7393.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP7393.GEOID18 height accuracy estimate available here.
 DP7393
 DP7393.Click photographs - Photos may exist for this station.
 DP7393
 DP7393.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DP7393
 DP7393.The Laplace correction was computed from DEFLEC18 derived deflections.
 DP7393
 DP7393.The ellipsoidal height was determined by GPS observations
 DP7393.and is referenced to NAD 83.
 DP7393
 DP7393. The following values were computed from the NAD 83(2011) position.
 DP7393
 DP7393;                    North         East     Units Scale Factor Converg.
 DP7393;SPC MN S     -   298,205.485   862,148.524   MT  0.99993393   +0 33 01.6
 DP7393;SPC MN S     -   978,362.50  2,828,565.62   sFT  0.99993393   +0 33 01.6
 DP7393;UTM  15      - 4,958,661.404   483,013.967   MT  0.99960355   -0 09 04.4
 DP7393
 DP7393!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DP7393!SPC MN S     -   0.99995834  x   0.99993393  =   0.99989227
 DP7393!UTM  15      -   0.99995834  x   0.99960355  =   0.99956191
 DP7393
 DP7393_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK8301358661(NAD 83)
 DP7393
 DP7393                          SUPERSEDED SURVEY CONTROL
 DP7393
 DP7393  NAD 83(2011)-  44 46 52.12663(N)    093 12 52.92417(W) AD(2010.00) 0
 DP7393  ELLIP H (05/18/15)  265.683  (m)                       GP(2010.00)    
 DP7393  NAVD 88 (09/20/16)  293.085  (m)          961.56   (f) ADJUSTED    2 1
 DP7393
 DP7393.Superseded values are not recommended for survey control.
 DP7393
 DP7393.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DP7393.See file dsdata.pdf to determine how the superseded data were derived.
 DP7393
 DP7393_MARKER: F = FLANGE-ENCASED ROD
 DP7393_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DP7393_STAMPING: 1982 F 2014
 DP7393_MARK LOGO: MNDT
 DP7393_PROJECTION: RECESSED 5 CENTIMETERS
 DP7393_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DP7393_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DP7393_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP7393+SATELLITE: SATELLITE OBSERVATIONS - July 20, 2023
 DP7393_ROD/PIPE-DEPTH: 4.0 meters
 DP7393
 DP7393  HISTORY     - Date     Condition        Report By
 DP7393  HISTORY     - 20140716 MONUMENTED       MNDT
 DP7393  HISTORY     - 20171016 GOOD             MNDT
 DP7393  HISTORY     - 20180307 GOOD             MNDT
 DP7393  HISTORY     - 20230720 GOOD             MNDT
 DP7393
 DP7393                          STATION DESCRIPTION
 DP7393
 DP7393'DESCRIBED BY MN DEPT OF TRANSP 2014
 DP7393'IN EAGAN, 0.8 MILE SOUTHWEST ALONG SOUTHBOUND INTERSTATE HIGHWAY 35E
 DP7393'FROM THE JUNCTION OF INTERSTATE HIGHWAY 35E AND COUNTY ROAD 32(CLIFF
 DP7393'ROAD) IN EAGAN, AT INTERSTATE HIGHWAY 35E MILE POINT 92.8, 73.4 FEET
 DP7393'NORTH-NORTHWEST OF ON-RAMP TO NORTHBOUND TRUNK HIGHWAY 77 FROM
 DP7393'SOUTHBOUND INTERSTATE HIGHWAY 35E, 300.0 FEET NORTHWEST OF SOUTHBOUND
 DP7393'INTERSTATE 35E, 150.0 FEET NORTHEAST OF LIGHT POLE EIJAR48, 1.5 FEET
 DP7393'SOUTH-SOUTHEAST OF WITNESS POST.
 DP7393
 DP7393                          STATION RECOVERY (2017)
 DP7393
 DP7393'RECOVERY NOTE BY MN DEPT OF TRANSP 2017 (MPP)
 DP7393'RECOVERED AS DESCRIBED.
 DP7393'
 DP7393'NOTE-THE STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM ROD
 DP7393'DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION REMOVABLE DISK
 DP7393'SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH PVC
 DP7393'PIPE BACK FILLED WITH WASHED SAND.
 DP7393
 DP7393                          STATION RECOVERY (2018)
 DP7393
 DP7393'RECOVERY NOTE BY MN DEPT OF TRANSP 2018 (BXH)
 DP7393'RECOVERED AS DESCRIBED.
 DP7393
 DP7393                          STATION RECOVERY (2023)
 DP7393
 DP7393'RECOVERY NOTE BY MN DEPT OF TRANSP 2023 (MJS)
 DP7393'IN EAGAN, 0.8 MI (1.3 KM) SOUTHWEST ALONG SOUTHBOUND INTERSTATE
 DP7393'HIGHWAY 35E FROM THE JUNCTION OF INTERSTATE HIGHWAY 35E AND COUNTY
 DP7393'ROAD 32 (CLIFF ROAD) IN EAGAN, AT INTERSTATE HIGHWAY 35E MILE POINT
 DP7393'92.8, 73.4 FT (22.4 M) NORTH-NORTHWEST OF AN ON-RAMP TO NORTHBOUND
 DP7393'TRUNK HIGHWAY 77 FROM SOUTHBOUND INTERSTATE HIGHWAY 35E, 300.0 FT
 DP7393'(91.4 M) NORTHWEST OF SOUTHBOUND INTERSTATE HIGHWAY 35E, 150.0 FT
 DP7393'(45.7 M) NORTHEAST OF LIGHT POLE NUMBER EIJAR48, 1.5 FT (0.5 M)
 DP7393'SOUTH-SOUTHEAST OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DP7394 ***********************************************************************
 DP7394  DESIGNATION -  1982 G
 DP7394  PID         -  DP7394
 DP7394  STATE/COUNTY-  MN/DAKOTA
 DP7394  COUNTRY     -  US
 DP7394  USGS QUAD   -  SAINT PAUL SW (2019)
 DP7394
 DP7394                         *CURRENT SURVEY CONTROL
 DP7394  ______________________________________________________________________
 DP7394* NAD 83(2011) POSITION- 44 47 32.86145(N) 093 11 57.46004(W)   ADJUSTED
 DP7394* NAD 83(2011) ELLIP HT-   255.019 (meters)        (05/18/15)   ADJUSTED
 DP7394* NAD 83(2011) EPOCH   -  2010.00
 DP7394* NAVD 88 ORTHO HEIGHT -   282.418 (meters)      926.57  (feet) ADJUSTED
 DP7394  ______________________________________________________________________
 DP7394  GEOID HEIGHT    -        -27.407 (meters)                     GEOID18
 DP7394  NAD 83(2011) X  -   -253,041.793 (meters)                     COMP
 DP7394  NAD 83(2011) Y  - -4,526,984.245 (meters)                     COMP
 DP7394  NAD 83(2011) Z  -  4,471,190.081 (meters)                     COMP
 DP7394  LAPLACE CORR    -         -6.96  (seconds)                    DEFLEC18
 DP7394  DYNAMIC HEIGHT  -        282.405 (meters)      926.52  (feet) COMP
 DP7394  MODELED GRAVITY -    980,562.3   (mgal)                       NAVD 88
 DP7394
 DP7394  VERT ORDER      -  SECOND    CLASS I
 DP7394
 DP7394  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DP7394  Standards:
 DP7394         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DP7394            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DP7394  -------------------------------------------------------------------
 DP7394  NETWORK    0.72   1.84           0.31   0.28   0.94      0.01428346
 DP7394  -------------------------------------------------------------------
 DP7394  Click here for local accuracies and other accuracy information.
 DP7394
 DP7394.The horizontal coordinates were established by GPS observations
 DP7394.and adjusted by the MN DEPT OF TRANSP in May 2015.
 DP7394
 DP7394.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DP7394.been affixed to the stable North American tectonic plate. See 
 DP7394.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DP7394
 DP7394.The horizontal coordinates are valid at the epoch date displayed above
 DP7394.which is a decimal equivalence of Year/Month/Day.
 DP7394
 DP7394.The orthometric height was determined by differential leveling and
 DP7394.adjusted by the NATIONAL GEODETIC SURVEY
 DP7394.in September 2016.
 DP7394
 DP7394.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP7394.GEOID18 height accuracy estimate available here.
 DP7394
 DP7394.Click photographs - Photos may exist for this station.
 DP7394
 DP7394.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DP7394
 DP7394.The Laplace correction was computed from DEFLEC18 derived deflections.
 DP7394
 DP7394.The ellipsoidal height was determined by GPS observations
 DP7394.and is referenced to NAD 83.
 DP7394
 DP7394.The dynamic height is computed by dividing the NAVD 88
 DP7394.geopotential number by the normal gravity value computed on the
 DP7394.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP7394.degrees latitude (g = 980.6199 gals.).
 DP7394
 DP7394.The modeled gravity was interpolated from observed gravity values.
 DP7394
 DP7394. The following values were computed from the NAD 83(2011) position.
 DP7394
 DP7394;                    North         East     Units Scale Factor Converg.
 DP7394;SPC MN S     -   299,474.613   863,355.458   MT  0.99993491   +0 33 40.5
 DP7394;SPC MN S     -   982,526.29  2,832,525.37   sFT  0.99993491   +0 33 40.5
 DP7394;UTM  15      - 4,959,915.242   484,235.947   MT  0.99960306   -0 08 25.5
 DP7394
 DP7394!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DP7394!SPC MN S     -   0.99996002  x   0.99993491  =   0.99989493
 DP7394!UTM  15      -   0.99996002  x   0.99960306  =   0.99956309
 DP7394
 DP7394_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK8423559915(NAD 83)
 DP7394
 DP7394                          SUPERSEDED SURVEY CONTROL
 DP7394
 DP7394.No superseded survey control is available for this station.
 DP7394
 DP7394_MARKER: F = FLANGE-ENCASED ROD
 DP7394_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DP7394_STAMPING: 1982 G 2014
 DP7394_MARK LOGO: MNDT
 DP7394_PROJECTION: FLUSH
 DP7394_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DP7394_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DP7394_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP7394+SATELLITE: SATELLITE OBSERVATIONS - July 18, 2023
 DP7394_ROD/PIPE-DEPTH: 16.5 meters
 DP7394
 DP7394  HISTORY     - Date     Condition        Report By
 DP7394  HISTORY     - 20140716 MONUMENTED       MNDT
 DP7394  HISTORY     - 20230718 GOOD             MNDT
 DP7394
 DP7394                          STATION DESCRIPTION
 DP7394
 DP7394'DESCRIBED BY MN DEPT OF TRANSP 2014
 DP7394'IN EAGAN, 0.15 MILE NORTH ALONG ON-RAMP FROM COUNTY ROAD 32 (CLIFF
 DP7394'ROAD) TO NORTHBOUND INTERSTATE HIGHWAY 35E FROM THE JUNCTION OF
 DP7394'INTERSTATE HIGHWAY 35E AND COUNTY ROAD 32(CLIFF ROAD) IN EAGAN, AT
 DP7394'INTERSTATE HIGHWAY 35E MILE POINT 93.9, 40.5 FEET EAST-SOUTHEAST OF
 DP7394'NORTHBOUND INTERSTATE 35E FOG LINE, 28.2 FEET WEST-NORTHWEST OF
 DP7394'ON-RAMP FROM COUNTY ROAD 32 TO NORTHBOUND INTERSTATE 35E FOG LINE, 1.5
 DP7394'FEET WEST-NORTHWEST OF WITNESS POST.
 DP7394
 DP7394                          STATION RECOVERY (2023)
 DP7394
 DP7394'RECOVERY NOTE BY MN DEPT OF TRANSP 2023 (MJS)
 DP7394'IN EAGAN, 0.15 MI (0.24 KM) NORTH ALONG AN ON-RAMP FROM COUNTY ROAD 32
 DP7394'(CLIFF ROAD) TO NORTHBOUND INTERSTATE HIGHWAY 35E FROM THE JUNCTION OF
 DP7394'INTERSTATE HIGHWAY 35E AND COUNTY ROAD 32 (CLIFF ROAD) IN EAGAN, AT
 DP7394'INTERSTATE HIGHWAY 35E MILE POINT 93.9, 40.5 FT (12.3 M)
 DP7394'EAST-SOUTHEAST OF A NORTHBOUND INTERSTATE 35E FOG LINE, 28.2 FT (8.6
 DP7394'M) WEST-NORTHWEST OF AN ON-RAMP FROM COUNTY ROAD 32 TO A NORTHBOUND
 DP7394'INTERSTATE 35E FOG LINE, 1.5 FT (0.5 M) WEST-NORTHWEST OF A WITNESS
 DP7394'POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DP9204 ***********************************************************************
 DP9204  DESIGNATION -  1982 H
 DP9204  PID         -  DP9204
 DP9204  STATE/COUNTY-  MN/DAKOTA
 DP9204  COUNTRY     -  US
 DP9204  USGS QUAD   -  SAINT PAUL SW (2019)
 DP9204
 DP9204                         *CURRENT SURVEY CONTROL
 DP9204  ______________________________________________________________________
 DP9204* NAD 83(1986) POSITION- 44 48 03.01   (N) 093 11 38.56   (W)   HD_HELD1
 DP9204* NAVD 88 ORTHO HEIGHT -   280.847 (meters)      921.41  (feet) ADJUSTED
 DP9204  ______________________________________________________________________
 DP9204  GEOID HEIGHT    -        -27.402 (meters)                     GEOID18
 DP9204  DYNAMIC HEIGHT  -        280.834 (meters)      921.37  (feet) COMP
 DP9204  MODELED GRAVITY -    980,564.2   (mgal)                       NAVD 88
 DP9204
 DP9204  VERT ORDER      -  SECOND    CLASS I
 DP9204
 DP9204.The horizontal coordinates were determined by differentially corrected
 DP9204.hand held GPS observations or other comparable positioning techniques
 DP9204.and have an estimated accuracy of +/- 3 meters.
 DP9204
 DP9204.The orthometric height was determined by differential leveling and
 DP9204.adjusted by the NATIONAL GEODETIC SURVEY
 DP9204.in September 2016.
 DP9204
 DP9204.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP9204.GEOID18 height accuracy estimate available here.
 DP9204
 DP9204.Click photographs - Photos may exist for this station.
 DP9204
 DP9204.The dynamic height is computed by dividing the NAVD 88
 DP9204.geopotential number by the normal gravity value computed on the
 DP9204.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP9204.degrees latitude (g = 980.6199 gals.).
 DP9204
 DP9204.The modeled gravity was interpolated from observed gravity values.
 DP9204
 DP9204;                    North         East    Units  Estimated Accuracy
 DP9204;SPC MN S     -   300,409.2     863,761.7     MT  (+/- 3 meters HH1 GPS) 
 DP9204
 DP9204_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK8465360844(NAD 83)
 DP9204
 DP9204                          SUPERSEDED SURVEY CONTROL
 DP9204
 DP9204.No superseded survey control is available for this station.
 DP9204
 DP9204_MARKER: F = FLANGE-ENCASED ROD
 DP9204_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DP9204_STAMPING: 1982 H 2014
 DP9204_MARK LOGO: MNDT
 DP9204_PROJECTION: RECESSED 5 CENTIMETERS
 DP9204_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DP9204_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DP9204_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP9204+SATELLITE: SATELLITE OBSERVATIONS - July 18, 2023
 DP9204_ROD/PIPE-DEPTH: 9.1 meters
 DP9204
 DP9204  HISTORY     - Date     Condition        Report By
 DP9204  HISTORY     - 20140715 MONUMENTED       MNDT
 DP9204  HISTORY     - 20230718 GOOD             MNDT
 DP9204
 DP9204                          STATION DESCRIPTION
 DP9204
 DP9204'DESCRIBED BY MN DEPT OF TRANSP 2014
 DP9204'THE STATION IS LOCATED ABOUT 9.7 MI (15.6 KM) NORTHWEST OF COATES, 8.1
 DP9204'MI (13.0 KM) WEST-SOUTHWEST OF INVER GROVE HEIGHTS AND 5.8 MI (9.3 KM)
 DP9204'EAST-SOUTHEAST OF BLOOMINGTON.
 DP9204'
 DP9204'TO REACH THE MARK GO 0.3 MI (0.5 KM) SOUTH ALONG ON-RAMP FROM COUNTY
 DP9204'ROAD 30 (DIFFLEY ROAD) TO SOUTHBOUND INTERSTATE 35E FROM THE JUNCTION
 DP9204'OF COUNTY ROAD 30 AND INTERSTATE 35E IN EAGAN, AT INTERSTATE 35E MILE
 DP9204'POINT 94.45.
 DP9204'
 DP9204'THE MARK IS LOCATED 70.9 FT (21.6 M) WEST OF ON-RAMP FROM COUNTY ROAD
 DP9204'30 TO SOUTHBOUND INTERSTATE 35E FOG LINE, 133.0 FT (40.5 M) SOUTHWEST
 DP9204'OF LIGHT POLE EIP12, 93.4 FT (28.5 M) WEST OF SOUTHBOUND INTERSTATE
 DP9204'35E, 1.5 FT (0.5 M) EAST OF A WITNESS POST.
 DP9204'
 DP9204'NOTE - THE STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM
 DP9204'ROD DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION REMOVABLE
 DP9204'DISK SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH
 DP9204'PVC PIPE BACK FILLED WITH WASHED SAND.
 DP9204
 DP9204                          STATION RECOVERY (2023)
 DP9204
 DP9204'RECOVERY NOTE BY MN DEPT OF TRANSP 2023 (MJS)
 DP9204'IN EAGAN, 0.3 MI (0.5 KM) SOUTH ALONG AN ON-RAMP FROM COUNTY ROAD 30
 DP9204'(DIFFLEY ROAD) TO SOUTHBOUND INTERSTATE HIGHWAY 35E FROM THE JUNCTION
 DP9204'OF COUNTY ROAD 30 AND INTERSTATE HIGHWAY 35E IN EAGAN, AT INTERSTATE
 DP9204'HIGHWAY 35E MILE POINT 94.45, 70.9 FT (21.6 M) WEST OF AN ON-RAMP FROM
 DP9204'COUNTY ROAD 30 TO A SOUTHBOUND INTERSTATE HIGHWAY 35E FOG LINE, 133.0
 DP9204'FT (40.5 M) SOUTHWEST OF LIGHT POLE NUMBER EIP12, 93.4 FT (28.5 M)
 DP9204'WEST OF SOUTHBOUND INTERSTATE HIGHWAY 35E, 1.5 FT (0.5 M) EAST OF A
 DP9204'WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 PP1369 ***********************************************************************
 PP1369  DESIGNATION -  1982 N
 PP1369  PID         -  PP1369
 PP1369  STATE/COUNTY-  MN/DAKOTA
 PP1369  COUNTRY     -  US
 PP1369  USGS QUAD   -  SAINT PAUL SW (2019)
 PP1369
 PP1369                         *CURRENT SURVEY CONTROL
 PP1369  ______________________________________________________________________
 PP1369* NAD 83(1986) POSITION- 44 45 52.8    (N) 093 14 11.1    (W)   HD_HELD2
 PP1369* NAVD 88 ORTHO HEIGHT -   301.267 (meters)      988.41  (feet) ADJUSTED
 PP1369  ______________________________________________________________________
 PP1369  GEOID HEIGHT    -        -27.371 (meters)                     GEOID18
 PP1369  DYNAMIC HEIGHT  -        301.252 (meters)      988.36  (feet) COMP
 PP1369  MODELED GRAVITY -    980,558.3   (mgal)                       NAVD 88
 PP1369
 PP1369  VERT ORDER      -  SECOND    CLASS 0
 PP1369
 PP1369.The horizontal coordinates were established by autonomous hand held GPS
 PP1369.observations and have an estimated accuracy of +/- 10 meters.
 PP1369
 PP1369.The orthometric height was determined by differential leveling and
 PP1369.adjusted by the NATIONAL GEODETIC SURVEY
 PP1369.in June 1991.
 PP1369
 PP1369.Significant digits in the geoid height do not necessarily reflect accuracy.
 PP1369.GEOID18 height accuracy estimate available here.
 PP1369
 PP1369.Click photographs - Photos may exist for this station.
 PP1369
 PP1369.The dynamic height is computed by dividing the NAVD 88
 PP1369.geopotential number by the normal gravity value computed on the
 PP1369.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP1369.degrees latitude (g = 980.6199 gals.).
 PP1369
 PP1369.The modeled gravity was interpolated from observed gravity values.
 PP1369
 PP1369;                    North         East    Units  Estimated Accuracy
 PP1369;SPC MN S     -   296,358.      860,447.      MT  (+/- 10 meters HH2 GPS)
 PP1369
 PP1369_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK8129056835(NAD 83)
 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
 PP1369.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PP1369.See file dsdata.pdf to determine how the superseded data were derived.
 PP1369
 PP1369_MARKER: DB = BENCH MARK DISK
 PP1369_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PP1369_STAMPING: 1982 N 1972
 PP1369_MARK LOGO: MNHD
 PP1369_PROJECTION: FLUSH
 PP1369_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 PP1369_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PP1369+STABILITY: SURFACE MOTION
 PP1369_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 PP1369+SATELLITE: SATELLITE OBSERVATIONS - October 10, 2011
 PP1369
 PP1369  HISTORY     - Date     Condition        Report By
 PP1369  HISTORY     - 1972     MONUMENTED       MNHD
 PP1369  HISTORY     - 20021217 GOOD             USPSQD
 PP1369  HISTORY     - 20051129 GOOD             USPSQD
 PP1369  HISTORY     - 20070618 GOOD             MNDT
 PP1369  HISTORY     - 20080505 GOOD             MNDT
 PP1369  HISTORY     - 20111010 GOOD             MNDT
 PP1369  HISTORY     - 20230720 MARK NOT FOUND   MNDT
 PP1369
 PP1369                          STATION DESCRIPTION
 PP1369
 PP1369'DESCRIBED BY MN HIGHWAY DEPT 1972
 PP1369'2.7 MI SE FROM BURNSVILLE.
 PP1369'MARK IS LOCATED 2.5 MILES NORTHEAST ALONG T.H. 13 FROM THE JUNCTION OF
 PP1369'T.H. 13 AND FAI 35W IN BURNSVILLE, THENCE 1.2 MILES EAST ALONG COUNTY
 PP1369'ROAD 32 (CLIFF ROAD) THENCE 1.75 MILES SOUTH ALONG COUNTY ROAD 23
 PP1369'(CEDAR AVENUE), THENCE 0.75 MILES WEST ALONG COUNTY ROAD 38 TO
 PP1369'PALAMINO HILLS, 4TH ADDITION, BLOCK 1, BEHIND LOT 4 FACING BELMONT
 PP1369'COURT, 47 FEET SOUTHWEST OF THE LOT CORNER BETWEEN LOTS 4 AND 5, 24
 PP1369'FEET EAST OF A 30 INCH OAK TREE, 138 FEET SOUTHEAST OF THE PROPOSED
 PP1369'CENTERLINE OF FAI 35E (STATION 247+45) 1 FOOT WEST OF A STEEL WITNESS
 PP1369'POST, IN THE TOP OF A 6 FOOT PRECAST CONCRETE MONUMENT SET FLUSH WITH
 PP1369'THE GROUND.  SW 1/4 SECTION 16, T 115N, R 20W.
 PP1369
 PP1369                          STATION RECOVERY (2002)
 PP1369
 PP1369'RECOVERY NOTE BY US POWER SQUADRON 2002 (JRD)
 PP1369'MARK RECOVERED AS DESCRIBED, MARK IS BEHIND THE GARAGE OF 207 BELMONT
 PP1369'CT. PLEASE ASK FOR PERMISSION BEFORE ENTERING PROPERTY.
 PP1369
 PP1369                          STATION RECOVERY (2005)
 PP1369
 PP1369'RECOVERY NOTE BY US POWER SQUADRON 2005 (ATD)
 PP1369'RECOVERED IN GOOD CONDITION.
 PP1369
 PP1369                          STATION RECOVERY (2007)
 PP1369
 PP1369'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (VWC)
 PP1369'THE MARK IS LOCATED ABOUT 9.8 MI (15.8 KM) NORTH-NORTHWEST OF
 PP1369'FARMINGTON, 9.8 MI (15.8 KM) EAST-NORTHEAST OF PRIOR LAKE AND 6.1 MI
 PP1369'(9.8 KM) SOUTH-SOUTHEAST OF BLOOMINGTON.
 PP1369'
 PP1369'TO REACH TO THE MARK GO 2.7 MI (4.3 KM) SOUTHEAST OF BURNSVILLE, 0.75
 PP1369'MI (1.2 KM) WEST OF THE JUNCTION OF COUNTY ROAD 23 AND COUNTY ROAD 38,
 PP1369'BEHIND LOT 4 IN PALAMINO HILLS, 47 FT (14.3 M) SOUTHWEST OF CORNER
 PP1369'BETWEEN LOTS 4 AND 5, 24 FT (7.3 M) EAST OF 30 INCH (76 CM) OAK TREE,
 PP1369'138 FT (42.1 M) SOUTHEAST OF PROPOSED INTERSTATE HIGHWAY 35E, 1.0 FT
 PP1369'(0.3 M) EAST OF A WITNESS POST.
 PP1369
 PP1369                          STATION RECOVERY (2008)
 PP1369
 PP1369'RECOVERY NOTE BY MN DEPT OF TRANSP 2008 (VWC)
 PP1369'THE MARK IS LOCATED ABOUT 9.8 MI (15.8 KM) EAST-NORTHEAST OF PRIOR
 PP1369'LAKE, 9.7 MI (15.6 KM) NORTH-NORTHWEST OF FARMINGTON AND 6.1 MI (9.8
 PP1369'KM) SOUTH-SOUTHEAST OF BLOOMINGTON.
 PP1369'
 PP1369'TO REACH TO THE MARK GO 2.7 MI (4.3 KM) SOUTHEAST OF BURNSVILLE, 0.75
 PP1369'MI (1.2 KM) NORTHEAST FROM THE JUNCTION OF COUNTY ROAD 11 AND
 PP1369'PALIMINIO ROAD IN APPLE VALLEY, THENCE 0.4 MI (0.6 KM) NORTHWEST OF
 PP1369'HIAHEAH PATH, HIALEAH PATH DEADENDS AT BELMONT COURT, BEHIND LOT 4 IN
 PP1369'PALAMINO HILLS, 47 FT (14.3 M) SOUTHWEST OF CORNER BETWEEN LOTS 4 AND
 PP1369'5, 24 FT (7.3 M) EAST OF 30 INCH (76 CM) OAK TREE, 138 FT (42.1 M)
 PP1369'SOUTHEAST OF PROPOSED INTERSTATE HIGHWAY 35E, 1.0 FT (0.3 M) EAST OF A
 PP1369'WITNESS POST.
 PP1369
 PP1369                          STATION RECOVERY (2011)
 PP1369
 PP1369'RECOVERY NOTE BY MN DEPT OF TRANSP 2011 (DAB)
 PP1369'RECOVERED IN GOOD CONDITION.
 PP1369
 PP1369                          STATION RECOVERY (2023)
 PP1369
 PP1369'RECOVERY NOTE BY MN DEPT OF TRANSP 2023 (MJS)
 PP1369'2.0 MI (3.2 KM) SOUTHEAST OF BURNSVILLE, 0.15 MI (0.24 KM) SOUTH ALONG
 PP1369'COUNTY ROAD 11 FROM THE JUNCTION OF INTERSTATE HIGHWAY 35E AND COUNTY
 PP1369'ROAD 11 IN APPLE VALLEY, THEN 0.75 MI (1.21 KM) NORTHEAST ON PALOMINO
 PP1369'DRIVE, THEN 0.4 MI (0.6 KM) NORTHWEST ON THE HIALEAH PATH TO BELMONT
 PP1369'COURT, BEHIND 207 BELMONT COURT, 138.0 FT (42.1 M) SOUTHEAST OF
 PP1369'INTERSTATE HIGHWAY 35E, 47.0 FT (14.3 M) SOUTHWEST OF THE CORNER
 PP1369'BETWEEN LOTS 4 AND 5, 24.0 FT (7.3 M) EAST OF A 30.0 INCH (76 CM)
 PP1369'DIAMETER OAK TREE, 1.0 FT (0.3 M) EAST OF A WITNESS POST.  STATION
 PP1369'1982 N IS INACCESSIBLE FROM INTERSTATE HIGHWAY 35E BECAUSE OF THE
 PP1369'NOISE WALL.  STATION IS BEHIND THE GARAGE OF 207 BELMONT COURT.
 PP1369'
 PP1369'THE SURVEY MARK IS ON PRIVATE PROPERTY AND HAS BEEN ABANDONED FOR
 PP1369'MNDOT GEODETIC USE.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DP9205 ***********************************************************************
 DP9205  DESIGNATION -  1982 Q RESET
 DP9205  PID         -  DP9205
 DP9205  STATE/COUNTY-  MN/DAKOTA
 DP9205  COUNTRY     -  US
 DP9205  USGS QUAD   -  SAINT PAUL SW (2019)
 DP9205
 DP9205                         *CURRENT SURVEY CONTROL
 DP9205  ______________________________________________________________________
 DP9205* NAD 83(1986) POSITION- 44 47 17.66   (N) 093 12 45.32   (W)   HD_HELD1
 DP9205* NAVD 88 ORTHO HEIGHT -   278.225 (meters)      912.81  (feet) ADJUSTED
 DP9205  ______________________________________________________________________
 DP9205  GEOID HEIGHT    -        -27.380 (meters)                     GEOID18
 DP9205  DYNAMIC HEIGHT  -        278.212 (meters)      912.77  (feet) COMP
 DP9205  MODELED GRAVITY -    980,563.0   (mgal)                       NAVD 88
 DP9205
 DP9205  VERT ORDER      -  SECOND    CLASS I
 DP9205
 DP9205.The horizontal coordinates were determined by differentially corrected
 DP9205.hand held GPS observations or other comparable positioning techniques
 DP9205.and have an estimated accuracy of +/- 3 meters.
 DP9205
 DP9205.The orthometric height was determined by differential leveling and
 DP9205.adjusted by the NATIONAL GEODETIC SURVEY
 DP9205.in September 2016.
 DP9205
 DP9205.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP9205.GEOID18 height accuracy estimate available here.
 DP9205
 DP9205.Click photographs - Photos may exist for this station.
 DP9205
 DP9205.The dynamic height is computed by dividing the NAVD 88
 DP9205.geopotential number by the normal gravity value computed on the
 DP9205.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP9205.degrees latitude (g = 980.6199 gals.).
 DP9205
 DP9205.The modeled gravity was interpolated from observed gravity values.
 DP9205
 DP9205;                    North         East    Units  Estimated Accuracy
 DP9205;SPC MN S     -   298,995.2     862,308.1     MT  (+/- 3 meters HH1 GPS) 
 DP9205
 DP9205_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK8318359448(NAD 83)
 DP9205
 DP9205                          SUPERSEDED SURVEY CONTROL
 DP9205
 DP9205.No superseded survey control is available for this station.
 DP9205
 DP9205_MARKER: DB = BENCH MARK DISK
 DP9205_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 DP9205+WITH SETTING: PAVEMENT
 DP9205_SP_SET: FLAGPOLE FOOTING
 DP9205_STAMPING: 1982 Q RESET 1972 2003
 DP9205_MARK LOGO: MNHD
 DP9205_MAGNETIC: N = NO MAGNETIC MATERIAL
 DP9205_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DP9205+STABILITY: SURFACE MOTION
 DP9205_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DP9205+SATELLITE: SATELLITE OBSERVATIONS - July 13, 2023
 DP9205
 DP9205  HISTORY     - Date     Condition        Report By
 DP9205  HISTORY     - 20030401 MONUMENTED       MNHD
 DP9205  HISTORY     - 20140917 GOOD             MNDT
 DP9205  HISTORY     - 20230713 GOOD             MNDT
 DP9205
 DP9205                          STATION DESCRIPTION
 DP9205
 DP9205'DESCRIBED BY MN DEPT OF TRANSP 2014 (DDS)
 DP9205'THE STATION IS LOCATED ABOUT 10.0 MI (16.1 KM) WEST-NORTHWEST OF
 DP9205'COATES, 9.3 MI (15.0 KM) WEST-SOUTHWEST OF INVER GROVE HEIGHTS AND 5.6
 DP9205'MI (9.0 KM) SOUTHEAST OF BLOOMINGTON.
 DP9205'
 DP9205'T0 REACH THE MARK GO 43 MI (69.2 KM) EAST ALONG COUNTY ROAD 32/CLIFF
 DP9205'ROAD  FROM THE JUNCTION OF COUNTY ROAD 32/CLIFF ROAD AND TRUNK HIGHWAY
 DP9205'77, 0.55 MI (0.9 KM) WEST ALONG COUNTY ROAD 32/CLIFF ROAD FROM
 DP9205'INTERSTATE HIGHWAY 35E.
 DP9205'
 DP9205'THE MARK IS LOCATED 63.0 FT (19.2 M) SOUTH OF ROAD, 48.4 FT (14.8 M)
 DP9205'WEST OF ROAD, 39.1 FT (11.9 M) NORTH-NORTHWEST OF THE NORTHEAST CORNER
 DP9205'OF DRIVERS EXAMINATION BUILDING, 0.5 FT (15 CM) NORTH OF THE NORTHEAST
 DP9205'CORNER OF FLAGPOLE, IN NORTH SIDE OF BASE OF FLAGPOLE AT MINNESOTA
 DP9205'DRIVERS EXAMINING STATION.
 DP9205
 DP9205                          STATION RECOVERY (2023)
 DP9205
 DP9205'RECOVERY NOTE BY MN DEPT OF TRANSP 2023 (MJS)
 DP9205'IN EAGAN, 0.43 MI (0.69 KM) EAST ALONG COUNTY ROAD 32/CLIFF ROAD FROM
 DP9205'THE JUNCTION OF COUNTY ROAD 32/CLIFF ROAD AND TRUNK HIGHWAY 77, 0.55
 DP9205'MI (0.88 KM) WEST ALONG COUNTY ROAD 32/CLIFF ROAD FROM INTERSTATE
 DP9205'HIGHWAY 35E, 63.0 FT (19.2 M) SOUTH OF A ROAD, 48.4 FT (14.8 M) WEST
 DP9205'OF A ROAD, 39.1 FT (11.9 M) NORTH-NORTHWEST OF THE NORTHEAST CORNER OF
 DP9205'A DRIVERS EXAMINATION BUILDING, 0.5 FT (15 CM) NORTH OF THE NORTHEAST
 DP9205'CORNER OF A FLAGPOLE, IN THE NORTH SIDE OF THE BASE OF A FLAGPOLE AT
 DP9205'THE MINNESOTA DRIVERS EXAMINING STATION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 PP1376 ***********************************************************************
 PP1376  DESIGNATION -  1982 S
 PP1376  PID         -  PP1376
 PP1376  STATE/COUNTY-  MN/DAKOTA
 PP1376  COUNTRY     -  US
 PP1376  USGS QUAD   -  SAINT PAUL SW (2019)
 PP1376
 PP1376                         *CURRENT SURVEY CONTROL
 PP1376  ______________________________________________________________________
 PP1376* NAD 83(1986) POSITION- 44 47 52.68   (N) 093 11 48.56   (W)   HD_HELD1
 PP1376* NAVD 88 ORTHO HEIGHT -   276.207 (meters)      906.19  (feet) ADJUSTED
 PP1376  ______________________________________________________________________
 PP1376  GEOID HEIGHT    -        -27.401 (meters)                     GEOID18
 PP1376  DYNAMIC HEIGHT  -        276.194 (meters)      906.15  (feet) COMP
 PP1376  MODELED GRAVITY -    980,563.8   (mgal)                       NAVD 88
 PP1376
 PP1376  VERT ORDER      -  SECOND    CLASS 0
 PP1376
 PP1376.The horizontal coordinates were determined by differentially corrected
 PP1376.hand held GPS observations or other comparable positioning techniques
 PP1376.and have an estimated accuracy of +/- 3 meters.
 PP1376
 PP1376.The orthometric height was determined by differential leveling and
 PP1376.adjusted by the NATIONAL GEODETIC SURVEY
 PP1376.in June 1991.
 PP1376
 PP1376.Significant digits in the geoid height do not necessarily reflect accuracy.
 PP1376.GEOID18 height accuracy estimate available here.
 PP1376
 PP1376.Click photographs - Photos may exist for this station.
 PP1376
 PP1376.The dynamic height is computed by dividing the NAVD 88
 PP1376.geopotential number by the normal gravity value computed on the
 PP1376.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP1376.degrees latitude (g = 980.6199 gals.).
 PP1376
 PP1376.The modeled gravity was interpolated from observed gravity values.
 PP1376
 PP1376;                    North         East    Units  Estimated Accuracy
 PP1376;SPC MN S     -   300,088.2     863,545.1     MT  (+/- 3 meters HH1 GPS) 
 PP1376
 PP1376_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK8443260526(NAD 83)
 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
 PP1376.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PP1376.See file dsdata.pdf to determine how the superseded data were derived.
 PP1376
 PP1376_MARKER: DB = BENCH MARK DISK
 PP1376_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PP1376_STAMPING: 1982 S 1972
 PP1376_MARK LOGO: MNHD
 PP1376_PROJECTION: RECESSED 13 CENTIMETERS
 PP1376_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 PP1376_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PP1376+STABILITY: SURFACE MOTION
 PP1376_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 PP1376+SATELLITE: SATELLITE OBSERVATIONS - June 11, 2014
 PP1376
 PP1376  HISTORY     - Date     Condition        Report By
 PP1376  HISTORY     - 1972     MONUMENTED       MNHD
 PP1376  HISTORY     - 19881020 GOOD             MNDT
 PP1376  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 PP1376  HISTORY     - 20040915 MARK NOT FOUND   USPSQD
 PP1376  HISTORY     - 20070618 GOOD             MNDT
 PP1376  HISTORY     - 20140611 GOOD             MNDT
 PP1376
 PP1376                          STATION DESCRIPTION
 PP1376
 PP1376'DESCRIBED BY MN HIGHWAY DEPT 1972
 PP1376'4.6 MI NE FROM BURNSVILLE.
 PP1376'MARK IS LOCATED 2.5 MILES NORTHEAST ALONG TH 13 FROM THE JUNCTION OF
 PP1376'TH 13 AND FAI 35W IN BURNSVILLE, THENCE 2.2 MILES EAST ALONG COUNTY
 PP1376'ROAD 32 (CLIFF ROAD), THENCE 0.55 MILES NORTH ALONG BLACKHAWK ROAD
 PP1376'FROM THE JUNCTION OF COUNTY ROAD 32 AND BLACKHAWK ROAD, 30 FEET EAST
 PP1376'OF THE CENTERLINE OF BLACKHAWK ROAD, 24 FEET NORTH OF THE CENTERLINE
 PP1376'OF A DRIVEWAY, 39 FEET WEST OF A POWER POLE, 6 FEET NORTH OF A POWER
 PP1376'POLE, IN THE TOP OF A 6 FOOT PRECAST CONCRETE MONUMENT SET FLUSH WITH
 PP1376'THE GROUND.  NE 1/4 SECTION 29, T 27N, R 23W.
 PP1376
 PP1376                          STATION RECOVERY (1988)
 PP1376
 PP1376'RECOVERY NOTE BY MN DEPT OF TRANSP 1988 (OCO)
 PP1376'IN THE CITY OF EAGAN, 0.1 MILE EAST ALONG CLIFF ROAD (COUNTY ROAD 32)
 PP1376'FROM ITS JUNCTION WITH INTERSTATE HIGHWAY 35E, THENCE 0.55 MILE NORTH
 PP1376'ALONG BLACKHAWK DRIVE, AND IS IN THE NE 1/4 OF SECTION 29. T27N, R23W
 PP1376'. THE MARK IS 100.0 FEET SOUTHEAST OF THE CENTERLINE OF BLACKHAWK ROAD
 PP1376', 60.5 FEET SOUTH - SOUTHEAST OF A POWER POLE (WITH A TRANSFORMER),
 PP1376'38.0 FEET WEST - NORTHWEST OF A RIGHT - OF - WAY FENCE (FOR HIGHWAY
 PP1376'35E), 6.4 FEET NORTH OF A HIGH TENSION POLE, AND 1.2 FEET WEST -
 PP1376'NORTHWEST OF A STEEL WITNESS POST.  THE MARK, A STANDARD MNDT BENCH
 PP1376'MARK DISK STAMPED---1982 S 1972---, IS SET IN THE TOP OF A PRECAST
 PP1376'(MAGNETIC) CONCRETE POST AND IS 0.2 FOOT BELOW GROUND LEVEL.
 PP1376
 PP1376                          STATION RECOVERY (1990)
 PP1376
 PP1376'RECOVERY NOTE BY US POWER SQUADRON 1990 (GS)
 PP1376'MARK NOT FOUND.
 PP1376
 PP1376                          STATION RECOVERY (2004)
 PP1376
 PP1376'RECOVERY NOTE BY US POWER SQUADRON 2004 (JRD)
 PP1376'MARK NOT FOUND. SPSPS JRD.
 PP1376
 PP1376                          STATION RECOVERY (2007)
 PP1376
 PP1376'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (VWC)
 PP1376'THE MARK IS LOCATED ABOUT 9.7 MI (15.6 KM) NORTHWEST OF COATES, 8.3 MI
 PP1376'(13.4 KM) WEST-SOUTHWEST OF INVER GROVE HEIGHTS AND 5.8 MI (9.3 KM)
 PP1376'EAST-SOUTHEAST OF BLOOMINGTON.
 PP1376'
 PP1376'TO REACH TO THE MARK AT EAGAN, GO 0.1 MI (0.2 KM) EAST OF THE JUNCTION
 PP1376'OF COUNTY ROAD 32 (CLIFF ROAD) AND INTERSTATE HIGHWAY 35E THEN 0.55 MI
 PP1376'(0.9 KM) NORTH ON BLACKHAWK DRIVE, 100.0 FT (30.5 M) SOUTHEAST OF
 PP1376'BLACKHAWK ROAD, 60.5 FT (18.4 M) SOUTH-SOUTHEAST OF POWER POLE, 38.0
 PP1376'FT (11.6 M) WEST-NORTHWEST OF RIGHT OF WAY FENCE, 6.4 FT (2.0 M) NORTH
 PP1376'OF HIGH TENSION POLE NUMBER DADE 11, 1.2 FT (0.4 M) WEST-NORTHWEST OF
 PP1376'A WITNESS POST.
 PP1376
 PP1376                          STATION RECOVERY (2014)
 PP1376
 PP1376'RECOVERY NOTE BY MN DEPT OF TRANSP 2014 (DAS)
 PP1376'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DQ5268 ***********************************************************************
 DQ5268  DESIGNATION -  1985 AA
 DQ5268  PID         -  DQ5268
 DQ5268  STATE/COUNTY-  MN/DAKOTA
 DQ5268  COUNTRY     -  US
 DQ5268  USGS QUAD   -  SAINT PAUL EAST (2019)
 DQ5268
 DQ5268                         *CURRENT SURVEY CONTROL
 DQ5268  ______________________________________________________________________
 DQ5268* NAD 83(2011) POSITION- 44 52 57.19842(N) 093 01 22.32139(W)   ADJUSTED
 DQ5268* NAD 83(2011) ELLIP HT-   188.865 (meters)        (04/10/17)   ADJUSTED
 DQ5268* NAD 83(2011) EPOCH   -  2010.00
 DQ5268* NAVD 88 ORTHO HEIGHT -   216.576 (meters)      710.55  (feet) ADJUSTED
 DQ5268  ______________________________________________________________________
 DQ5268  GEOID HEIGHT    -        -27.717 (meters)                     GEOID18
 DQ5268  NAD 83(2011) X  -   -238,726.186 (meters)                     COMP
 DQ5268  NAD 83(2011) Y  - -4,520,645.261 (meters)                     COMP
 DQ5268  NAD 83(2011) Z  -  4,478,243.268 (meters)                     COMP
 DQ5268  LAPLACE CORR    -         -8.87  (seconds)                    DEFLEC18
 DQ5268  DYNAMIC HEIGHT  -        216.571 (meters)      710.53  (feet) COMP
 DQ5268  MODELED GRAVITY -    980,586.3   (mgal)                       NAVD 88
 DQ5268
 DQ5268  VERT ORDER      -  SECOND    CLASS I
 DQ5268
 DQ5268  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DQ5268  Standards:
 DQ5268         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DQ5268            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DQ5268  -------------------------------------------------------------------
 DQ5268  NETWORK    0.69   1.47           0.32   0.23   0.75      0.03037765
 DQ5268  -------------------------------------------------------------------
 DQ5268  Click here for local accuracies and other accuracy information.
 DQ5268
 DQ5268.The horizontal coordinates were established by GPS observations
 DQ5268.and adjusted by the MN DEPT OF TRANSP in April 2017.
 DQ5268
 DQ5268.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DQ5268.been affixed to the stable North American tectonic plate. See 
 DQ5268.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DQ5268
 DQ5268.The horizontal coordinates are valid at the epoch date displayed above
 DQ5268.which is a decimal equivalence of Year/Month/Day.
 DQ5268
 DQ5268.The orthometric height was determined by differential leveling and
 DQ5268.adjusted by the NATIONAL GEODETIC SURVEY
 DQ5268.in August 2020.
 DQ5268
 DQ5268.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ5268.GEOID18 height accuracy estimate available here.
 DQ5268
 DQ5268.Click photographs - Photos may exist for this station.
 DQ5268
 DQ5268.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DQ5268
 DQ5268.The Laplace correction was computed from DEFLEC18 derived deflections.
 DQ5268
 DQ5268.The ellipsoidal height was determined by GPS observations
 DQ5268.and is referenced to NAD 83.
 DQ5268
 DQ5268.The dynamic height is computed by dividing the NAVD 88
 DQ5268.geopotential number by the normal gravity value computed on the
 DQ5268.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ5268.degrees latitude (g = 980.6199 gals.).
 DQ5268
 DQ5268.The modeled gravity was interpolated from observed gravity values.
 DQ5268
 DQ5268. The following values were computed from the NAD 83(2011) position.
 DQ5268
 DQ5268;                    North         East     Units Scale Factor Converg.
 DQ5268;SPC MN S     -   309,637.072   877,194.920   MT  0.99994413   +0 41 05.6
 DQ5268;SPC MN S     - 1,015,867.63  2,877,930.33   sFT  0.99994413   +0 41 05.6
 DQ5268;UTM  15      - 4,969,904.151   498,194.048   MT  0.99960004   -0 00 58.1
 DQ5268
 DQ5268!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DQ5268!SPC MN S     -   0.99997039  x   0.99994413  =   0.99991452
 DQ5268!UTM  15      -   0.99997039  x   0.99960004  =   0.99957044
 DQ5268
 DQ5268_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK9819469904(NAD 83)
 DQ5268
 DQ5268                          SUPERSEDED SURVEY CONTROL
 DQ5268
 DQ5268.No superseded survey control is available for this station.
 DQ5268
 DQ5268_MARKER: F = FLANGE-ENCASED ROD
 DQ5268_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DQ5268_STAMPING: 1985 AA 2016
 DQ5268_MARK LOGO: MNDT
 DQ5268_PROJECTION: RECESSED 5 CENTIMETERS
 DQ5268_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DQ5268_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ5268_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ5268+SATELLITE: SATELLITE OBSERVATIONS - August 09, 2023
 DQ5268_ROD/PIPE-DEPTH: 11.3 meters
 DQ5268
 DQ5268  HISTORY     - Date     Condition        Report By
 DQ5268  HISTORY     - 20160411 MONUMENTED       MNDT
 DQ5268  HISTORY     - 20230809 GOOD             MNDT
 DQ5268
 DQ5268                          STATION DESCRIPTION
 DQ5268
 DQ5268'DESCRIBED BY MN DEPT OF TRANSP 2016
 DQ5268'IN SOUTH ST. PAUL, 0.5 MILE WEST ALONG WESTBOUND INTERSTATE HIGHWAY
 DQ5268'494 FROM THE JUNCTION OF INTERSTATE HIGHWAY 494 AND MAXWELL AVENUE IN
 DQ5268'SOUTH ST. PAUL TO INTERSTATE HIGHWAY 494 MILEPOINT 64.1, THEN 0.2 MILE
 DQ5268'WEST ON-OFF RAMP TO HARDMAN AVENUE, 65.3 FEET SOUTH OF OFF RAMP TO
 DQ5268'HARDMAN AVENUE, 35.2 FEET NORTHEAST OF ON RAMP TO WESTBOUND INTERSTATE
 DQ5268'HIGHWAY 494, 1.5 FEET NORTHEAST OF WITNESS POST.
 DQ5268
 DQ5268                          STATION RECOVERY (2023)
 DQ5268
 DQ5268'RECOVERY NOTE BY MN DEPT OF TRANSP 2023 (MJS)
 DQ5268'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 AH4421 ***********************************************************************
 AH4421  DESIGNATION -  1985 AB
 AH4421  PID         -  AH4421
 AH4421  STATE/COUNTY-  MN/DAKOTA
 AH4421  COUNTRY     -  US
 AH4421  USGS QUAD   -  INVER GROVE HEIGHTS (2019)
 AH4421
 AH4421                         *CURRENT SURVEY CONTROL
 AH4421  ______________________________________________________________________
 AH4421* NAD 83(1986) POSITION- 44 51 37.82   (N) 093 06 19.84   (W)   HD_HELD1
 AH4421* NAVD 88 ORTHO HEIGHT -   279.518 (meters)      917.05  (feet) ADJUSTED
 AH4421  ______________________________________________________________________
 AH4421  GEOID HEIGHT    -        -27.509 (meters)                     GEOID18
 AH4421  DYNAMIC HEIGHT  -        279.510 (meters)      917.03  (feet) COMP
 AH4421  MODELED GRAVITY -    980,579.6   (mgal)                       NAVD 88
 AH4421
 AH4421  VERT ORDER      -  SECOND    CLASS I
 AH4421
 AH4421.The horizontal coordinates were determined by differentially corrected
 AH4421.hand held GPS observations or other comparable positioning techniques
 AH4421.and have an estimated accuracy of +/- 3 meters.
 AH4421
 AH4421.The orthometric height was determined by differential leveling and
 AH4421.adjusted by the NATIONAL GEODETIC SURVEY
 AH4421.in June 2000.
 AH4421
 AH4421.No vertical observational check was made to the station.
 AH4421
 AH4421.Significant digits in the geoid height do not necessarily reflect accuracy.
 AH4421.GEOID18 height accuracy estimate available here.
 AH4421
 AH4421.Click photographs - Photos may exist for this station.
 AH4421
 AH4421.The dynamic height is computed by dividing the NAVD 88
 AH4421.geopotential number by the normal gravity value computed on the
 AH4421.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH4421.degrees latitude (g = 980.6199 gals.).
 AH4421
 AH4421.The modeled gravity was interpolated from observed gravity values.
 AH4421
 AH4421;                    North         East    Units  Estimated Accuracy
 AH4421;SPC MN S     -   307,112.3     870,693.0     MT  (+/- 3 meters HH1 GPS) 
 AH4421
 AH4421_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK9166367459(NAD 83)
 AH4421
 AH4421                          SUPERSEDED SURVEY CONTROL
 AH4421
 AH4421.No superseded survey control is available for this station.
 AH4421
 AH4421_MARKER: DV = VERTICAL CONTROL DISK
 AH4421_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AH4421_SP_SET: BRIDGE RAILING
 AH4421_STAMPING: 1985 AB 1989
 AH4421_MARK LOGO: MNDT
 AH4421_PROJECTION: FLUSH
 AH4421_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AH4421_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AH4421_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AH4421+SATELLITE: SATELLITE OBSERVATIONS - June 17, 2014
 AH4421
 AH4421  HISTORY     - Date     Condition        Report By
 AH4421  HISTORY     - 19890401 MONUMENTED       MNDT
 AH4421  HISTORY     - 20021213 GOOD             USPSQD
 AH4421  HISTORY     - 20040918 GOOD             USPSQD
 AH4421  HISTORY     - 20061122 GOOD             MNDT
 AH4421  HISTORY     - 20140617 GOOD             MNDT
 AH4421
 AH4421                          STATION DESCRIPTION
 AH4421
 AH4421'DESCRIBED BY MN DEPT OF TRANSP 1989 (OCO)
 AH4421'THE MARK IS LOCATED IN THE CITY OF INVER GROVE HEIGHTS, 1.5 MILES
 AH4421'SOUTH ALONG DELAWARE AVENUE (COUNTY ROAD 63) FROM ITS JUNCTION WITH
 AH4421'TRUNK HIGHWAY 110 IN MENDOTA HEIGHTS, AT THE BRIDGE CARRYING ARGENTINA
 AH4421'TRAIL (DELAWARE AVENUE) OVER INTERSTATE HIGHWAY 494, AND IN THE NW 1/4
 AH4421'OF SECTION 6, T27N, R22W.  THE MARK IS 24.5 FEET NORTHEAST OF THE
 AH4421'CENTERLINE OF ARGENTA TRAIL (COUNTY ROAD 63), 45.9 FEET NORTH OF THE
 AH4421'SOUTHEAST CORNER OF THE EAST BRIDGE RAILING, AND 46.2 FEET NORTHWEST
 AH4421'OF THE END STEEL POST OF A RIGHT - OF - WAY FENCE.  THE MARK, A
 AH4421'STANDARD MAGNETIC MNDT VERTICAL CONTROL MONUMENT DISK STAMPED---1985
 AH4421'AB 1989---, IS SET IN THE TOP OF THE CONCRETE RAILING AT THE SOUTHEAST
 AH4421'CORNER OF BRIDGE NUMBER 19831 (ARGENTA TRAIL OVER HIGHWAY 494).
 AH4421
 AH4421                          STATION RECOVERY (2002)
 AH4421
 AH4421'RECOVERY NOTE BY US POWER SQUADRON 2002 (JRD)
 AH4421'RECOVERED IN GOOD CONDITION.
 AH4421
 AH4421                          STATION RECOVERY (2004)
 AH4421
 AH4421'RECOVERY NOTE BY US POWER SQUADRON 2004 (JH)
 AH4421'RECOVERED IN GOOD CONDITION AS DESCRIBED. MSPS JH
 AH4421
 AH4421                          STATION RECOVERY (2006)
 AH4421
 AH4421'RECOVERY NOTE BY MN DEPT OF TRANSP 2006 (MJS)
 AH4421'THE MARK IS LOCATED ABOUT 5.8 MI (9.3 KM) SOUTH OF SAINT PAUL, 5.7 MI
 AH4421'(9.2 KM) WEST-NORTHWEST OF SAINT PAUL PARK AND 3.2 MI (5.1 KM)
 AH4421'WEST-NORTHWEST OF INVER GROVE HEIGHTS.
 AH4421'
 AH4421'TO REACH TO THE MARK AT INVER GROVE HEIGHTS, GO 1.5 MI (2.4 KM) SOUTH
 AH4421'OF THE JUNCTION OF TRUNK HIGHWAY 110 AND DELAWARE AVENUE (COUNTY ROAD
 AH4421'63), IN THE TOP OF RAILING AT SOUTHEAST CORNER OF COUNTY ROAD 63
 AH4421'(ARGENTINA TRAIL) BRIDGE 19831 OVER INTERSTATE HIGHWAY 494, 24.5 FT
 AH4421'(7.5 M) NORTHEAST OF COUNTY ROAD 63, 45.9 FT (14.0 M) NORTH OF THE
 AH4421'SOUTHEAST CORNER OF BRIDGE RAILING, 46.2 FT (14.1 M) NORTHWEST OF END
 AH4421'STEEL POST IN RIGHT OF WAY FENCE.
 AH4421
 AH4421                          STATION RECOVERY (2014)
 AH4421
 AH4421'RECOVERY NOTE BY MN DEPT OF TRANSP 2014 (DAS)
 AH4421'IN INVER GROVE HEIGHTS, 1.5 MI (2.4 KM) SOUTH OF THE JUNCTION OF TRUNK
 AH4421'HIGHWAY 110 AND DELAWARE AVENUE (COUNTY ROAD 63), IN THE TOP OF
 AH4421'RAILING AT SOUTHEAST CORNER OF COUNTY ROAD 63 (ARGENTINA TRAIL) BRIDGE
 AH4421'19831 OVER INTERSTATE HIGHWAY 494, 24.5 FT (7.5 M) NORTHEAST OF COUNTY
 AH4421'ROAD 63, 45.9 FT (14.0 M) NORTH OF THE SOUTHEAST CORNER OF BRIDGE
 AH4421'RAILING, 46.2 FT (14.1 M) NORTHWEST OF END STEEL POST IN RIGHT-OF-WAY
 AH4421'FENCE.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 AH4422 ***********************************************************************
 AH4422  DESIGNATION -  1985 AC
 AH4422  PID         -  AH4422
 AH4422  STATE/COUNTY-  MN/DAKOTA
 AH4422  COUNTRY     -  US
 AH4422  USGS QUAD   -  INVER GROVE HEIGHTS (2019)
 AH4422
 AH4422                         *CURRENT SURVEY CONTROL
 AH4422  ______________________________________________________________________
 AH4422* NAD 83(1986) POSITION- 44 51 48.43   (N) 093 06 21.56   (W)   HD_HELD1
 AH4422* NAVD 88 ORTHO HEIGHT -   271.258 (meters)      889.95  (feet) ADJUSTED
 AH4422  ______________________________________________________________________
 AH4422  GEOID HEIGHT    -        -27.501 (meters)                     GEOID18
 AH4422  DYNAMIC HEIGHT  -        271.250 (meters)      889.93  (feet) COMP
 AH4422  MODELED GRAVITY -    980,580.6   (mgal)                       NAVD 88
 AH4422
 AH4422  VERT ORDER      -  SECOND    CLASS I
 AH4422
 AH4422.The horizontal coordinates were determined by differentially corrected
 AH4422.hand held GPS observations or other comparable positioning techniques
 AH4422.and have an estimated accuracy of +/- 3 meters.
 AH4422
 AH4422.The orthometric height was determined by differential leveling and
 AH4422.adjusted by the NATIONAL GEODETIC SURVEY
 AH4422.in September 2016.
 AH4422
 AH4422.Significant digits in the geoid height do not necessarily reflect accuracy.
 AH4422.GEOID18 height accuracy estimate available here.
 AH4422
 AH4422.Click photographs - Photos may exist for this station.
 AH4422
 AH4422.The dynamic height is computed by dividing the NAVD 88
 AH4422.geopotential number by the normal gravity value computed on the
 AH4422.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH4422.degrees latitude (g = 980.6199 gals.).
 AH4422
 AH4422.The modeled gravity was interpolated from observed gravity values.
 AH4422
 AH4422;                    North         East    Units  Estimated Accuracy
 AH4422;SPC MN S     -   307,439.3     870,651.7     MT  (+/- 3 meters HH1 GPS) 
 AH4422
 AH4422_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK9162667787(NAD 83)
 AH4422
 AH4422                          SUPERSEDED SURVEY CONTROL
 AH4422
 AH4422  NAVD 88 (06/08/00)  271.252  (m)          889.93   (f) SUPERSEDED  2 1
 AH4422
 AH4422.Superseded values are not recommended for survey control.
 AH4422
 AH4422.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH4422.See file dsdata.pdf to determine how the superseded data were derived.
 AH4422
 AH4422_MARKER: DV = VERTICAL CONTROL DISK
 AH4422_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 AH4422_STAMPING: 1985 AC 1989
 AH4422_MARK LOGO: MNHD
 AH4422_PROJECTION: FLUSH
 AH4422_MAGNETIC: I = MARKER IS A STEEL ROD
 AH4422_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AH4422_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AH4422+SATELLITE: SATELLITE OBSERVATIONS - June 17, 2014
 AH4422
 AH4422  HISTORY     - Date     Condition        Report By
 AH4422  HISTORY     - 1989     MONUMENTED       MNDT
 AH4422  HISTORY     - 20021217 MARK NOT FOUND   USPSQD
 AH4422  HISTORY     - 20040919 MARK NOT FOUND   USPSQD
 AH4422  HISTORY     - 20070612 GOOD             MNDT
 AH4422  HISTORY     - 20140617 GOOD             MNDT
 AH4422
 AH4422                          STATION DESCRIPTION
 AH4422
 AH4422'DESCRIBED BY MN DEPT OF TRANSP 1989 (OCO)
 AH4422'THE MARK IS LOCATED IN THE CITY OF SUNFISH LAKE, 1.3 MILES SOUTH ALONG
 AH4422'DELAWARE AVENUE (COUNTY ROAD 63) FROM ITS JUNCTION WITH TRUNK HIGHWAY
 AH4422'110 IN MENDOTA HEIGHTS, AND IN THE SW 1/4 OF SECTION 31, T28N, R22W.
 AH4422'THE MARK IS 30.0 FEET EAST OF AND ABOUT LEVEL WITH THE CENTERLINE OF
 AH4422'DELAWARE AVENUE (COUNTY ROAD 63), 51.7 FEET NORTH OF A POWER POLE
 AH4422'(WITH A TRANSFORMER), 2.9 FEET WEST OF A FENCELINE, AND 0.7 FOOT EAST
 AH4422'OF A STEEL WITNESS POST.  THE MARK, A STANDARD MNDT VERTICAL CONTROL
 AH4422'MONUMENT DISK STAMPED---1985 AC 1989---, IS SET ON THE TOP OF A 5/8
 AH4422'INCH DIAMETER BY 8 FOOT LONG COPPER-CLAD STEEL (MAGNETIC) ROD WITH A
 AH4422'BASE PLATE THAT IS SET IN 12 INCHES OF CONCRETE IN A 6 INCH DIAMETER
 AH4422'HOLE AND IS FLUSH WITH THE GROUND.
 AH4422
 AH4422                          STATION RECOVERY (2002)
 AH4422
 AH4422'RECOVERY NOTE BY US POWER SQUADRON 2002 (JRD)
 AH4422'MARK NOT FOUND.
 AH4422
 AH4422                          STATION RECOVERY (2004)
 AH4422
 AH4422'RECOVERY NOTE BY US POWER SQUADRON 2004 (ATD)
 AH4422'MARK NOT FOUND. SPSPS ATD.
 AH4422
 AH4422                          STATION RECOVERY (2007)
 AH4422
 AH4422'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (PJG)
 AH4422'THE MARK IS LOCATED ABOUT 5.8 MI (9.3 KM) WEST-NORTHWEST OF SAINT PAUL
 AH4422'PARK, 5.6 MI (9.0 KM) SOUTH OF SAINT PAUL AND 3.3 MI (5.3 KM)
 AH4422'WEST-NORTHWEST OF INVER GROVE HEIGHTS.
 AH4422'
 AH4422'TO REACH TO THE MARK AT SUNFISH LAKE, GO 1.3 MI (2.1 KM) SOUTH OF THE
 AH4422'JUNCTION OF TRUNK HIGHWAY 110 AND COUNTY ROAD 63 (DELAWARE AVENUE), 30
 AH4422'FT (9.1 M) EAST OF COUNTY ROAD 63, 51.7 FT (15.8 M) NORTH OF POWER
 AH4422'POLE WITH TRANSFORMER, 2.9 FT (0.9 M) WEST OF A FENCE LINE, 0.7 FT
 AH4422'(0.2 M) EAST OF A WITNESS POST.
 AH4422
 AH4422                          STATION RECOVERY (2014)
 AH4422
 AH4422'RECOVERY NOTE BY MN DEPT OF TRANSP 2014 (DAS)
 AH4422'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 AH4423 ***********************************************************************
 AH4423  DESIGNATION -  1985 AD
 AH4423  PID         -  AH4423
 AH4423  STATE/COUNTY-  MN/DAKOTA
 AH4423  COUNTRY     -  US
 AH4423  USGS QUAD   -  INVER GROVE HEIGHTS (2019)
 AH4423
 AH4423                         *CURRENT SURVEY CONTROL
 AH4423  ______________________________________________________________________
 AH4423* NAD 83(1986) POSITION- 44 52 19.21   (N) 093 06 21.32   (W)   HD_HELD1
 AH4423* NAVD 88 ORTHO HEIGHT -   275.720 (meters)      904.59  (feet) ADJUSTED
 AH4423  ______________________________________________________________________
 AH4423  GEOID HEIGHT    -        -27.484 (meters)                     GEOID18
 AH4423  DYNAMIC HEIGHT  -        275.712 (meters)      904.57  (feet) COMP
 AH4423  MODELED GRAVITY -    980,582.1   (mgal)                       NAVD 88
 AH4423
 AH4423  VERT ORDER      -  SECOND    CLASS I
 AH4423
 AH4423.The horizontal coordinates were determined by differentially corrected
 AH4423.hand held GPS observations or other comparable positioning techniques
 AH4423.and have an estimated accuracy of +/- 3 meters.
 AH4423
 AH4423.The orthometric height was determined by differential leveling and
 AH4423.adjusted by the NATIONAL GEODETIC SURVEY
 AH4423.in September 2016.
 AH4423
 AH4423.Significant digits in the geoid height do not necessarily reflect accuracy.
 AH4423.GEOID18 height accuracy estimate available here.
 AH4423
 AH4423.Click photographs - Photos may exist for this station.
 AH4423
 AH4423.The dynamic height is computed by dividing the NAVD 88
 AH4423.geopotential number by the normal gravity value computed on the
 AH4423.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH4423.degrees latitude (g = 980.6199 gals.).
 AH4423
 AH4423.The modeled gravity was interpolated from observed gravity values.
 AH4423
 AH4423;                    North         East    Units  Estimated Accuracy
 AH4423;SPC MN S     -   308,389.4     870,646.5     MT  (+/- 3 meters HH1 GPS) 
 AH4423
 AH4423_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK9163368737(NAD 83)
 AH4423
 AH4423                          SUPERSEDED SURVEY CONTROL
 AH4423
 AH4423  NAVD 88 (06/08/00)  275.715  (m)          904.58   (f) SUPERSEDED  2 1
 AH4423
 AH4423.Superseded values are not recommended for survey control.
 AH4423
 AH4423.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH4423.See file dsdata.pdf to determine how the superseded data were derived.
 AH4423
 AH4423_MARKER: DV = VERTICAL CONTROL DISK
 AH4423_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 AH4423_STAMPING: 1985 AD 1989
 AH4423_MARK LOGO: MNHD
 AH4423_PROJECTION: FLUSH
 AH4423_MAGNETIC: I = MARKER IS A STEEL ROD
 AH4423_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AH4423_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AH4423+SATELLITE: SATELLITE OBSERVATIONS - September 24, 2014
 AH4423
 AH4423  HISTORY     - Date     Condition        Report By
 AH4423  HISTORY     - 1989     MONUMENTED       MNDT
 AH4423  HISTORY     - 20021213 GOOD             USPSQD
 AH4423  HISTORY     - 20040918 GOOD             USPSQD
 AH4423  HISTORY     - 20070612 GOOD             MNDT
 AH4423  HISTORY     - 20140924 GOOD             MNDT
 AH4423
 AH4423                          STATION DESCRIPTION
 AH4423
 AH4423'DESCRIBED BY MN DEPT OF TRANSP 1989 (OCO)
 AH4423'THE MARK IS LOCATED IN THE CITY OF SUNFISH LAKE, 0.8 MILE SOUTH ALONG
 AH4423'DELAWARE AVENUE (COUNTY ROAD 63) FROM ITS JUNCTION WITH TRUNK HIGHWAY
 AH4423'110 IN MENDOTA HEIGHTS, IN THE SOUTHEAST QUADRANT AT THE INTERSCTION
 AH4423'OF DELAWARE AVENUE AND SALEM CHURH ROAD, AND IN THE NW 1/4 OF SECTION
 AH4423'31 T28N, R22W.  THE MARK IS 30.5 FEET EAST OF AND ABOUT 1 FOOT HIGHER
 AH4423'THAN THE CENTERLINE OF DELAWARE AVENUE, 45.0 FEET SOUTHWEST OF THE
 AH4423'CENTERLINE OF SALEM CHURCH ROAD, 6.1 FEET SOUTH OF A POWER POLE
 AH4423'(STAMPED NWBT CO), AND 1.1 FEET WEST OF A STEEL WITNESS POST.  THE
 AH4423'MARK, A STANDARD MNDT VERTICAL CONTROL MONUMENT DISK STAMPED---1985 AD
 AH4423'1989---, IS SET ON THE TOP OF A 5/8 INCH DIAMETER BY 8 FOOT LONG
 AH4423'COPPER-CLAD STEEL (MAGNETIC) ROD WITH A BASE PLATE THAT IS SET IN 12
 AH4423'INCHES OF CONCRETE IN A 6 INCH DIAMETER HOLE AND PROJECTS 0.3 FOOT
 AH4423'ABOVE THE GROUND.
 AH4423
 AH4423                          STATION RECOVERY (2002)
 AH4423
 AH4423'RECOVERY NOTE BY US POWER SQUADRON 2002 (JRD)
 AH4423'RECOVERED IN GOOD CONDITION.
 AH4423
 AH4423                          STATION RECOVERY (2004)
 AH4423
 AH4423'RECOVERY NOTE BY US POWER SQUADRON 2004 (JH)
 AH4423'RECOVERED IN GOOD CONDITION AS DESCRIBED. A STEEL SIGN WITH BM, ACTS
 AH4423'AS A WITNESS POST. MDSPS JH.
 AH4423
 AH4423                          STATION RECOVERY (2007)
 AH4423
 AH4423'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (PJG)
 AH4423'THE MARK IS LOCATED ABOUT 6.0 MI (9.7 KM) WEST-NORTHWEST OF SAINT PAUL
 AH4423'PARK, 5.0 MI (8.0 KM) SOUTH OF SAINT PAUL AND 3.5 MI (5.6 KM)
 AH4423'WEST-NORTHWEST OF INVER GROVE HEIGHTS.
 AH4423'
 AH4423'TO REACH TO THE MARK AT SUNFISH LAKE, GO 0.8 MI (1.3 KM) SOUTH OF THE
 AH4423'JUNCTION OF TRUNK HIGHWAY 110 AND COUNTY ROAD 63 (DELAWARE AVENUE), AT
 AH4423'THE JUNCTION OF COUNTY ROAD 63 AND COUNTY ROAD 18 (SALEM CHURCH ROAD),
 AH4423'30.5 FT (9.3 M) EAST OF COUNTY ROAD 63, 45.0 FT (13.7 M) SOUTHWEST OF
 AH4423'SALEM CHURCH ROAD, 6.1 FT (1.9 M) SOUTH OF POWER POLE, 1.1 FT (0.3 M)
 AH4423'WEST OF A WITNESS POST.
 AH4423
 AH4423                          STATION RECOVERY (2014)
 AH4423
 AH4423'RECOVERY NOTE BY MN DEPT OF TRANSP 2014 (DDS)
 AH4423'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 AH4425 ***********************************************************************
 AH4425  DESIGNATION -  1985 AF
 AH4425  PID         -  AH4425
 AH4425  STATE/COUNTY-  MN/DAKOTA
 AH4425  COUNTRY     -  US
 AH4425  USGS QUAD   -  INVER GROVE HEIGHTS (2019)
 AH4425
 AH4425                         *CURRENT SURVEY CONTROL
 AH4425  ______________________________________________________________________
 AH4425* NAD 83(1986) POSITION- 44 51 42.57   (N) 093 05 32.78   (W)   HD_HELD1
 AH4425* NAVD 88 ORTHO HEIGHT -   286.953 (meters)      941.45  (feet) ADJUSTED
 AH4425  ______________________________________________________________________
 AH4425  GEOID HEIGHT    -        -27.540 (meters)                     GEOID18
 AH4425  DYNAMIC HEIGHT  -        286.945 (meters)      941.42  (feet) COMP
 AH4425  MODELED GRAVITY -    980,580.9   (mgal)                       NAVD 88
 AH4425
 AH4425  VERT ORDER      -  SECOND    CLASS I
 AH4425
 AH4425.The horizontal coordinates were determined by differentially corrected
 AH4425.hand held GPS observations or other comparable positioning techniques
 AH4425.and have an estimated accuracy of +/- 3 meters.
 AH4425
 AH4425.The orthometric height was determined by differential leveling and
 AH4425.adjusted by the NATIONAL GEODETIC SURVEY
 AH4425.in June 2000.
 AH4425
 AH4425.No vertical observational check was made to the station.
 AH4425
 AH4425.Significant digits in the geoid height do not necessarily reflect accuracy.
 AH4425.GEOID18 height accuracy estimate available here.
 AH4425
 AH4425.Click photographs - Photos may exist for this station.
 AH4425
 AH4425.The dynamic height is computed by dividing the NAVD 88
 AH4425.geopotential number by the normal gravity value computed on the
 AH4425.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH4425.degrees latitude (g = 980.6199 gals.).
 AH4425
 AH4425.The modeled gravity was interpolated from observed gravity values.
 AH4425
 AH4425;                    North         East    Units  Estimated Accuracy
 AH4425;SPC MN S     -   307,270.3     871,724.5     MT  (+/- 3 meters HH1 GPS) 
 AH4425
 AH4425_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK9269667605(NAD 83)
 AH4425
 AH4425                          SUPERSEDED SURVEY CONTROL
 AH4425
 AH4425.No superseded survey control is available for this station.
 AH4425
 AH4425_MARKER: DR = REFERENCE MARK DISK
 AH4425_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AH4425_SP_SET: BRIDGE RAILING
 AH4425_STAMPING: 1985 AF 1989
 AH4425_MARK LOGO: MNDT
 AH4425_PROJECTION: FLUSH
 AH4425_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AH4425_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AH4425_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AH4425+SATELLITE: SATELLITE OBSERVATIONS - June 23, 2014
 AH4425
 AH4425  HISTORY     - Date     Condition        Report By
 AH4425  HISTORY     - 19890401 MONUMENTED       MNDT
 AH4425  HISTORY     - 20021130 GOOD             USPSQD
 AH4425  HISTORY     - 20040918 GOOD             USPSQD
 AH4425  HISTORY     - 20051129 GOOD             USPSQD
 AH4425  HISTORY     - 20070614 GOOD             MNDT
 AH4425  HISTORY     - 20140623 GOOD             MNDT
 AH4425
 AH4425                          STATION DESCRIPTION
 AH4425
 AH4425'DESCRIBED BY MN DEPT OF TRANSP 1989 (OCO)
 AH4425'THE MARK IS LOCATED IN THE CITY OF SUNFISH LAKE, 0.95 MILE SOUTHWEST
 AH4425'ALONG INTERSTATE HIGHWAY 494 FROM ITS JUNCTION WITH TRUNK HIGHWAY 52,
 AH4425'AT THE BRIDGE CARRYING PIPER ROAD (60TH STREET AT ITS JUNCTION WITH
 AH4425'HIGHWAY 52) OVER HIGHWAY 494, AT HIGHWAY 494 MILEPOINT 68.1, AND IN
 AH4425'THE NE 1/4 OF SECTION 6, T28N, R22W.  THE MARK IS 19.0 FEET SOUTH OF
 AH4425'THE CENTERLINE OF PIPER ROAD, 72.5 FEET WEST OF THE END STEEL POST OF
 AH4425'A RIGHT - OF - WAY FENCE, AND 73.4 FEET WEST OF THE SOUTHEAST CORNER
 AH4425'OF THE SOUTH BRIDGE RAILING.  THE MARK, A STANDARD MNDT REFERENCE MARK
 AH4425'DISK STAMPED---1985 AF 1989---, IS SET IN THE TOP OF THE CONCRETE
 AH4425'RAILING AT THE SOUTHEAST CORNER OF BRIDGE NUMBER 19835 (PIPER ROAD
 AH4425'OVER HIGHWAY 494).
 AH4425
 AH4425                          STATION RECOVERY (2002)
 AH4425
 AH4425'RECOVERY NOTE BY US POWER SQUADRON 2002 (JRD)
 AH4425'RECOVERED IN GOOD CONDITION.
 AH4425
 AH4425                          STATION RECOVERY (2004)
 AH4425
 AH4425'RECOVERY NOTE BY US POWER SQUADRON 2004 (JH)
 AH4425'RECOVERED IN GOOD CONDITION AS DESCRIBED. MSPS JH.
 AH4425
 AH4425                          STATION RECOVERY (2005)
 AH4425
 AH4425'RECOVERY NOTE BY US POWER SQUADRON 2005 (ATD)
 AH4425'RECOVERED IN GOOD CONDITION.
 AH4425
 AH4425                          STATION RECOVERY (2007)
 AH4425
 AH4425'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (PJG)
 AH4425'THE MARK IS LOCATED ABOUT 5.7 MI (9.2 KM) SOUTH OF SAINT PAUL, 5.1 MI
 AH4425'(8.2 KM) WEST-NORTHWEST OF SAINT PAUL PARK AND 2.6 MI (4.2 KM)
 AH4425'WEST-NORTHWEST OF INVER GROVE HEIGHTS.
 AH4425'
 AH4425'TO REACH TO THE MARK AT SUNFISH LAKE, GO 0.95 MI (1.5 KM) SOUTHWEST OF
 AH4425'THE JUNCTION OF INTERSTATE HIGHWAY 494 AND TRUNK HIGHWAY 52, IN THE
 AH4425'TOP OF RAILING AT SOUTHEAST CORNER OF PIEPER ROAD BRIDGE 19835 OVER
 AH4425'INTERSTATE HIGHWAY 494, AT INTERSTATE HIGHWAY 494 MILE POINT 68.1,
 AH4425'19.0 FT (5.8 M) SOUTH OF PIEPER ROAD, 72.5 FT (22.1 M) WEST OF END
 AH4425'STEEL RIGHT OF WAY POST, 73.4 FT (22.4 M) WEST OF THE SOUTHEAST CORNER
 AH4425'OF BRIDGE RAILING.
 AH4425
 AH4425                          STATION RECOVERY (2014)
 AH4425
 AH4425'RECOVERY NOTE BY MN DEPT OF TRANSP 2014 (DAS)
 AH4425'IN SUNFISH LAKE, 0.95 MI (1.5 KM) SOUTHWEST OF THE JUNCTION OF
 AH4425'INTERSTATE HIGHWAY 494 AND TRUNK HIGHWAY 52, IN THE TOP OF RAILING AT
 AH4425'SOUTHEAST CORNER OF PIEPER ROAD BRIDGE 19835 OVER INTERSTATE HIGHWAY
 AH4425'494, AT INTERSTATE HIGHWAY 494 MILE POINT 68.1, 19.0 FT (5.8 M) SOUTH
 AH4425'OF PIEPER ROAD, 72.5 FT (22.1 M) WEST OF END STEEL RIGHT-OF-WAY POST,
 AH4425'73.4 FT (22.4 M) WEST OF THE SOUTHEAST CORNER OF BRIDGE RAILING.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 AH4426 ***********************************************************************
 AH4426  DESIGNATION -  1985 AG
 AH4426  PID         -  AH4426
 AH4426  STATE/COUNTY-  MN/DAKOTA
 AH4426  COUNTRY     -  US
 AH4426  USGS QUAD   -  INVER GROVE HEIGHTS (2019)
 AH4426
 AH4426                         *CURRENT SURVEY CONTROL
 AH4426  ______________________________________________________________________
 AH4426* NAD 83(1986) POSITION- 44 51 42.57   (N) 093 05 37.66   (W)   HD_HELD1
 AH4426* NAVD 88 ORTHO HEIGHT -   284.936 (meters)      934.83  (feet) ADJUSTED
 AH4426  ______________________________________________________________________
 AH4426  GEOID HEIGHT    -        -27.537 (meters)                     GEOID18
 AH4426  DYNAMIC HEIGHT  -        284.928 (meters)      934.80  (feet) COMP
 AH4426  MODELED GRAVITY -    980,580.9   (mgal)                       NAVD 88
 AH4426
 AH4426  VERT ORDER      -  SECOND    CLASS I
 AH4426
 AH4426.The horizontal coordinates were determined by differentially corrected
 AH4426.hand held GPS observations or other comparable positioning techniques
 AH4426.and have an estimated accuracy of +/- 3 meters.
 AH4426
 AH4426.The orthometric height was determined by differential leveling and
 AH4426.adjusted by the NATIONAL GEODETIC SURVEY
 AH4426.in June 2000.
 AH4426
 AH4426.No vertical observational check was made to the station.
 AH4426
 AH4426.Significant digits in the geoid height do not necessarily reflect accuracy.
 AH4426.GEOID18 height accuracy estimate available here.
 AH4426
 AH4426.Click photographs - Photos may exist for this station.
 AH4426
 AH4426.The dynamic height is computed by dividing the NAVD 88
 AH4426.geopotential number by the normal gravity value computed on the
 AH4426.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH4426.degrees latitude (g = 980.6199 gals.).
 AH4426
 AH4426.The modeled gravity was interpolated from observed gravity values.
 AH4426
 AH4426;                    North         East    Units  Estimated Accuracy
 AH4426;SPC MN S     -   307,269.1     871,617.3     MT  (+/- 3 meters HH1 GPS) 
 AH4426
 AH4426_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK9258967605(NAD 83)
 AH4426
 AH4426                          SUPERSEDED SURVEY CONTROL
 AH4426
 AH4426.No superseded survey control is available for this station.
 AH4426
 AH4426_MARKER: DB = BENCH MARK DISK
 AH4426_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AH4426_SP_SET: BRIDGE RAILING
 AH4426_STAMPING: 1985 AG 1989
 AH4426_MARK LOGO: MNHD
 AH4426_PROJECTION: FLUSH
 AH4426_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AH4426_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AH4426_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AH4426+SATELLITE: SATELLITE OBSERVATIONS - June 23, 2014
 AH4426
 AH4426  HISTORY     - Date     Condition        Report By
 AH4426  HISTORY     - 19890401 MONUMENTED       MNHD
 AH4426  HISTORY     - 20021130 GOOD             USPSQD
 AH4426  HISTORY     - 20040918 GOOD             USPSQD
 AH4426  HISTORY     - 20051129 GOOD             USPSQD
 AH4426  HISTORY     - 20070614 GOOD             MNDT
 AH4426  HISTORY     - 20140623 GOOD             MNDT
 AH4426
 AH4426                          STATION DESCRIPTION
 AH4426
 AH4426'DESCRIBED BY MN HIGHWAY DEPT 1989 (OCO)
 AH4426'THE MARK IS LOCATED IN THE CITY OF SUNFISH LAKE, 0.95 MILE SOUTHWEST
 AH4426'ALONG INTERSTATE HIGHWAY 494 FROM ITS JUNCTION WITH TRUNK HIGHWAY 52,
 AH4426'AT THE BRIDGE CARRYING PIEPER ROAD (60TH STREET AT ITS JUNCTION WITH
 AH4426'HIGHWAY 52) OVER HIGHWAY 494, AT HIGHWAY 494 MILEPOINT 68.1, AND IN
 AH4426'THE NE 1/4 OF SECTION 6, T28N, R22W.  THE MARK IS 19.0 FEET SOUTH OF
 AH4426'THE CENTERLINE OF PIEPER ROAD, 44.7 FEET EAST - NORTHEAST OF THE END
 AH4426'STEEL POST OF A RIGHT - OF - WAY FENCE, AND 44.4 FEET EAST OF THE
 AH4426'SOUTHWEST CORNER OF THE SOUTH BRIDGE RAILING.  THE MARK, A STANDARD
 AH4426'MNDT BENCH MARK DISK STAMPED---1985 AG 1989---, IS SET IN THE TOP OF
 AH4426'THE CONCRETE RAILING AT THE SOUTHWEST CORNER OF BRIDGE NUMBER 19835
 AH4426'(PIPER ROAD OVER HIGHWAY 494).
 AH4426
 AH4426                          STATION RECOVERY (2002)
 AH4426
 AH4426'RECOVERY NOTE BY US POWER SQUADRON 2002 (JRD)
 AH4426'RECOVERED IN GOOD CONDITION.
 AH4426
 AH4426                          STATION RECOVERY (2004)
 AH4426
 AH4426'RECOVERY NOTE BY US POWER SQUADRON 2004 (JH)
 AH4426'RECOVERED IN GOOD CONDITION AS DESCRIBED. MSPS JH
 AH4426
 AH4426                          STATION RECOVERY (2005)
 AH4426
 AH4426'RECOVERY NOTE BY US POWER SQUADRON 2005 (ATD)
 AH4426'RECOVERED IN GOOD CONDITION.
 AH4426
 AH4426                          STATION RECOVERY (2007)
 AH4426
 AH4426'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (PJG)
 AH4426'THE MARK IS LOCATED ABOUT 5.7 MI (9.2 KM) SOUTH OF SAINT PAUL, 5.2 MI
 AH4426'(8.4 KM) WEST-NORTHWEST OF SAINT PAUL PARK AND 2.7 MI (4.3 KM)
 AH4426'WEST-NORTHWEST OF INVER GROVE HEIGHTS.
 AH4426'
 AH4426'TO REACH TO THE MARK AT SUNFISH LAKE, 0.95 MI (1.5 KM) SOUTHWEST OF
 AH4426'THE JUNCTION OF INTERSTATE HIGHWAY 494 AND TRUNK HIGHWAY 52, IN THE
 AH4426'TOP OF RAILING AT SOUTHWEST CORNER OF PIEPER ROAD BRIDGE 19835 OVER
 AH4426'INTERSTATE HIGHWAY 494, AT INTERSTATE HIGHWAY 494 MILE POINT 68.1, GO
 AH4426'19.0 FT (5.8 M) SOUTH OF PIEPER ROAD, 44.7 FT (13.6 M) EAST-NORTHEAST
 AH4426'OF END STEEL R/W POST, 44.4 FT (13.5 M) EAST OF THE SOUTHWEST CORNER
 AH4426'OF BRIDGE RAILING.
 AH4426
 AH4426                          STATION RECOVERY (2014)
 AH4426
 AH4426'RECOVERY NOTE BY MN DEPT OF TRANSP 2014 (DAS)
 AH4426'IN SUNFISH LAKE, 0.95 MI (1.5 KM) SOUTHWEST OF THE JUNCTION OF
 AH4426'INTERSTATE HIGHWAY 494 AND TRUNK HIGHWAY 52, IN THE TOP OF RAILING AT
 AH4426'SOUTHWEST CORNER OF PIEPER ROAD BRIDGE 19835 OVER INTERSTATE HIGHWAY
 AH4426'494, AT INTERSTATE HIGHWAY 494 MILE POINT 68.1, 19.0 FT (5.8 M) SOUTH
 AH4426'OF PIEPER ROAD, 44.7 FT (13.6 M) EAST-NORTHEAST OF END STEEL
 AH4426'RIGHT-OF-WAY POST, 44.4 FT (13.5 M) EAST OF THE SOUTHWEST CORNER OF
 AH4426'BRIDGE RAILING.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 AH4442 ***********************************************************************
 AH4442  DESIGNATION -  1985 AH
 AH4442  PID         -  AH4442
 AH4442  STATE/COUNTY-  MN/DAKOTA
 AH4442  COUNTRY     -  US
 AH4442  USGS QUAD   -  INVER GROVE HEIGHTS (2019)
 AH4442
 AH4442                         *CURRENT SURVEY CONTROL
 AH4442  ______________________________________________________________________
 AH4442* NAD 83(1986) POSITION- 44 52 27.82   (N) 093 03 11.26   (W)   HD_HELD1
 AH4442* NAVD 88 ORTHO HEIGHT -   268.091 (meters)      879.56  (feet) ADJUSTED
 AH4442  ______________________________________________________________________
 AH4442  GEOID HEIGHT    -        -27.631 (meters)                     GEOID18
 AH4442  DYNAMIC HEIGHT  -        268.085 (meters)      879.54  (feet) COMP
 AH4442  MODELED GRAVITY -    980,586.4   (mgal)                       NAVD 88
 AH4442
 AH4442  VERT ORDER      -  SECOND    CLASS I
 AH4442
 AH4442.The horizontal coordinates were determined by differentially corrected
 AH4442.hand held GPS observations or other comparable positioning techniques
 AH4442.and have an estimated accuracy of +/- 3 meters.
 AH4442
 AH4442.The orthometric height was determined by differential leveling and
 AH4442.adjusted by the NATIONAL GEODETIC SURVEY
 AH4442.in September 2016.
 AH4442
 AH4442.Significant digits in the geoid height do not necessarily reflect accuracy.
 AH4442.GEOID18 height accuracy estimate available here.
 AH4442
 AH4442.Click photographs - Photos may exist for this station.
 AH4442
 AH4442.The dynamic height is computed by dividing the NAVD 88
 AH4442.geopotential number by the normal gravity value computed on the
 AH4442.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH4442.degrees latitude (g = 980.6199 gals.).
 AH4442
 AH4442.The modeled gravity was interpolated from observed gravity values.
 AH4442
 AH4442;                    North         East    Units  Estimated Accuracy
 AH4442;SPC MN S     -   308,702.2     874,814.9     MT  (+/- 3 meters HH1 GPS) 
 AH4442
 AH4442_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK9580368998(NAD 83)
 AH4442
 AH4442                          SUPERSEDED SURVEY CONTROL
 AH4442
 AH4442  NAVD 88 (06/08/00)  268.079  (m)          879.52   (f) SUPERSEDED  2 1
 AH4442
 AH4442.Superseded values are not recommended for survey control.
 AH4442
 AH4442.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH4442.See file dsdata.pdf to determine how the superseded data were derived.
 AH4442
 AH4442_MARKER: DV = VERTICAL CONTROL DISK
 AH4442_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 AH4442_STAMPING: 1985 AH 1989
 AH4442_MARK LOGO: MNDT
 AH4442_PROJECTION: FLUSH
 AH4442_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AH4442_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AH4442_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH4442+SATELLITE: SATELLITE OBSERVATIONS - April 08, 2015
 AH4442
 AH4442  HISTORY     - Date     Condition        Report By
 AH4442  HISTORY     - 19890401 MONUMENTED       MNDT
 AH4442  HISTORY     - 20021201 MARK NOT FOUND   USPSQD
 AH4442  HISTORY     - 20040918 MARK NOT FOUND   USPSQD
 AH4442  HISTORY     - 20061129 GOOD             USPSQD
 AH4442  HISTORY     - 20070613 GOOD             MNDT
 AH4442  HISTORY     - 20140623 GOOD             MNDT
 AH4442  HISTORY     - 20150408 GOOD             MNDT
 AH4442
 AH4442                          STATION DESCRIPTION
 AH4442
 AH4442'DESCRIBED BY MN DEPT OF TRANSP 1989 (OCO)
 AH4442'THE MARK IS LOCATED IN THE CITY OF INVER GROVE HEIGHTS, NEAR THE
 AH4442'BLAINE AVENUE BRIDGE OVER INTERSTATE HIGHWAY 494, AT HIGHWAY 494
 AH4442'MILEPOINT 65.6, AND IN THE NE 1/4 OF SECTION 33, T28N, R22W.  THE MARK
 AH4442'IS 23.2 FEET SOUTH OF AND ABOUT 3 FEET HIGHER THAN THE CENTERLINE OF
 AH4442'EASTBOUND HIGHWAY 494, 102.2 FEET WEST OF THE SOUTH ABUTMENT OF THE
 AH4442'BLAINE AVENUE OVERPASS, 63.3 FEET WEST-NORTHWEST OF A CORNER POST OF
 AH4442'THE RIGHT - OF - WAY FENCE, AND 1.0 FOOT NORTH OF A STEEL WITNESS
 AH4442'POST. THE MARK, A STANDARD MAGNETIC MNDT VERTICAL CONTROL MONUMENT
 AH4442'DISK STAMPED---1985 AH 1989---, IS FORCED ONTO THE TOP OF A DRIVEN
 AH4442'3/4-INCH DIAMETER BY 15 FOOT LONG ALUMINUM ALLOY ROD AND IS FLUSH WITH
 AH4442'THE GROUND.
 AH4442
 AH4442                          STATION RECOVERY (2002)
 AH4442
 AH4442'RECOVERY NOTE BY US POWER SQUADRON 2002 (JH)
 AH4442'MARK NOT FOUND.
 AH4442
 AH4442                          STATION RECOVERY (2004)
 AH4442
 AH4442'RECOVERY NOTE BY US POWER SQUADRON 2004 (RT)
 AH4442'MARK NOT FOUND. SPSPS RT.
 AH4442
 AH4442                          STATION RECOVERY (2006)
 AH4442
 AH4442'RECOVERY NOTE BY US POWER SQUADRON 2006 (SJT)
 AH4442'RECOVERED IN GOOD CONDITION.
 AH4442
 AH4442                          STATION RECOVERY (2007)
 AH4442
 AH4442'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (VWC)
 AH4442'THE MARK IS LOCATED ABOUT 5.2 MI (8.4 KM) SOUTH-SOUTHEAST OF SAINT
 AH4442'PAUL, 3.8 MI (6.1 KM) NORTHWEST OF SAINT PAUL PARK AND 1.9 MI (3.1 KM)
 AH4442'NORTH-NORTHWEST OF INVER GROVE HEIGHTS.
 AH4442'
 AH4442'TO REACH TO THE MARK AT INVER GROVE HEIGHTS, NEAR BLAINE AVENUE BRIDGE
 AH4442'OVER INTERSTATE HIGHWAY 494, AT INTERSTATE HIGHWAY 494 MILE POINT
 AH4442'65.6, GO 102 FT (31.1 M) WEST OF SOUTH ABUTMENT ON BLAINE AVENUE
 AH4442'BRIDGE, 63.3 FT (19.3 M) WEST-NORTHWEST OF CORNER POST OF RIGHT OF WAY
 AH4442'FENCE, 20.0 FT (6.1 M) NORTHEAST OF SINGLE POPLAR TREE, 1.0 FT (0.3 M)
 AH4442'NORTH OF A WITNESS POST.
 AH4442
 AH4442                          STATION RECOVERY (2014)
 AH4442
 AH4442'RECOVERY NOTE BY MN DEPT OF TRANSP 2014 (DAS)
 AH4442'RECOVERED AS DESCRIBED.
 AH4442
 AH4442                          STATION RECOVERY (2015)
 AH4442
 AH4442'RECOVERY NOTE BY MN DEPT OF TRANSP 2015 (DAS)
 AH4442'IN INVER GROVE HEIGHTS, NEAR BLAINE AVENUE BRIDGE OVER INTERSTATE
 AH4442'HIGHWAY 494, AT INTERSTATE HIGHWAY 494 MILE POINT 65.6, 102 FT (31.1
 AH4442'M) WEST OF SOUTH ABUTMENT ON BLAINE AVENUE BRIDGE, 63.3 FT (19.3 M)
 AH4442'WEST-NORTHWEST OF CORNER POST OF RIGHT-OF-WAY FENCE, 20.0 FT (6.1 M)
 AH4442'NORTHEAST OF SINGLE POPLAR TREE, 1.0 FT (0.3 M) NORTH OF A WITNESS
 AH4442'POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 AH4436 ***********************************************************************
 AH4436  DESIGNATION -  1985 AJ
 AH4436  PID         -  AH4436
 AH4436  STATE/COUNTY-  MN/DAKOTA
 AH4436  COUNTRY     -  US
 AH4436  USGS QUAD   -  INVER GROVE HEIGHTS (2019)
 AH4436
 AH4436                         *CURRENT SURVEY CONTROL
 AH4436  ______________________________________________________________________
 AH4436* NAD 83(1986) POSITION- 44 52 26.60   (N) 093 03 52.03   (W)   HD_HELD1
 AH4436* NAVD 88 ORTHO HEIGHT -   284.311 (meters)      932.78  (feet) ADJUSTED
 AH4436  ______________________________________________________________________
 AH4436  GEOID HEIGHT    -        -27.595 (meters)                     GEOID18
 AH4436  DYNAMIC HEIGHT  -        284.305 (meters)      932.76  (feet) COMP
 AH4436  MODELED GRAVITY -    980,585.7   (mgal)                       NAVD 88
 AH4436
 AH4436  VERT ORDER      -  SECOND    CLASS I
 AH4436
 AH4436.The horizontal coordinates were determined by differentially corrected
 AH4436.hand held GPS observations or other comparable positioning techniques
 AH4436.and have an estimated accuracy of +/- 3 meters.
 AH4436
 AH4436.The orthometric height was determined by differential leveling and
 AH4436.adjusted by the NATIONAL GEODETIC SURVEY
 AH4436.in September 2016.
 AH4436
 AH4436.Significant digits in the geoid height do not necessarily reflect accuracy.
 AH4436.GEOID18 height accuracy estimate available here.
 AH4436
 AH4436.Click photographs - Photos may exist for this station.
 AH4436
 AH4436.The dynamic height is computed by dividing the NAVD 88
 AH4436.geopotential number by the normal gravity value computed on the
 AH4436.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH4436.degrees latitude (g = 980.6199 gals.).
 AH4436
 AH4436.The modeled gravity was interpolated from observed gravity values.
 AH4436
 AH4436;                    North         East    Units  Estimated Accuracy
 AH4436;SPC MN S     -   308,654.2     873,920.5     MT  (+/- 3 meters HH1 GPS) 
 AH4436
 AH4436_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK9490968961(NAD 83)
 AH4436
 AH4436                          SUPERSEDED SURVEY CONTROL
 AH4436
 AH4436  NAVD 88 (06/08/00)  284.317  (m)          932.80   (f) SUPERSEDED  2 1
 AH4436
 AH4436.Superseded values are not recommended for survey control.
 AH4436
 AH4436.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH4436.See file dsdata.pdf to determine how the superseded data were derived.
 AH4436
 AH4436_MARKER: DV = VERTICAL CONTROL DISK
 AH4436_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AH4436_SP_SET: BRIDGE RAILING
 AH4436_STAMPING: 1985 AJ 1989
 AH4436_MARK LOGO: MNDT
 AH4436_PROJECTION: FLUSH
 AH4436_MAGNETIC: N = NO MAGNETIC MATERIAL
 AH4436_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AH4436_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AH4436+SATELLITE: SATELLITE OBSERVATIONS - April 08, 2015
 AH4436
 AH4436  HISTORY     - Date     Condition        Report By
 AH4436  HISTORY     - 19890401 MONUMENTED       MNDT
 AH4436  HISTORY     - 20020612 GOOD             USPSQD
 AH4436  HISTORY     - 20050111 GOOD             USPSQD
 AH4436  HISTORY     - 20070613 GOOD             MNDT
 AH4436  HISTORY     - 20090504 GOOD             MNDT
 AH4436  HISTORY     - 20140623 GOOD             MNDT
 AH4436  HISTORY     - 20150408 GOOD             MNDT
 AH4436
 AH4436                          STATION DESCRIPTION
 AH4436
 AH4436'DESCRIBED BY MN DEPT OF TRANSP 1989 (OCO)
 AH4436'THE MARK IS LOCATED IN THE CITY OF INVER GROVE HEIGHTS, IN THE BRIDGE
 AH4436'AT THE JUNCTION OF INTERSTATE HIGHWAY 494 AND COUNTY ROAD 73 (BABCOCK
 AH4436'TRAIL), AND IN THE NW 1/4 OF SECTION 33, T28N, R22W.  THE MARK IS 27.0
 AH4436'FEET EAST OF THE CENTERLINE OF COUNTY ROAD 73, 35.5 FEET NORTH -
 AH4436'NORTHWEST OF THE SOUTH FENCE POST OF THE BRIDGE FENCE, 10.6 FEET WEST
 AH4436'OF THE BRIDGE FENCE, AND 20.2 FEET NORTH OF THE SOUTHEAST CORNER OF
 AH4436'THE EAST BRIDGE RAILING.  THE MARK, A STANDARD MNDT VERTICAL CONTROL
 AH4436'MONUMENT DISK STAMPED---1985 AJ 1989---, IS SET IN THE TOP OF THE
 AH4436'CONCRETE RAILING AT THE SOUTHEAST CORNER OF BRIDGE NUMBER 19854
 AH4436'(COUNTY ROAD 73 OVER HIGHWAY 494).
 AH4436
 AH4436                          STATION RECOVERY (2002)
 AH4436
 AH4436'RECOVERY NOTE BY US POWER SQUADRON 2002
 AH4436'RECOVERED IN GOOD CONDITION.
 AH4436
 AH4436                          STATION RECOVERY (2005)
 AH4436
 AH4436'RECOVERY NOTE BY US POWER SQUADRON 2005 (ATD)
 AH4436'RECOVERED IN GOOD CONDITION AS DESCRIBED. SPSPS. ATD.
 AH4436
 AH4436                          STATION RECOVERY (2007)
 AH4436
 AH4436'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (PJG)
 AH4436'THE MARK IS LOCATED ABOUT 5.1 MI (8.2 KM) SOUTH-SOUTHEAST OF SAINT
 AH4436'PAUL, 4.2 MI (6.8 KM) WEST-NORTHWEST OF SAINT PAUL PARK AND 2.1 MI
 AH4436'(3.4 KM) NORTH-NORTHWEST OF INVER GROVE HEIGHTS.
 AH4436'
 AH4436'TO REACH TO THE MARK AT INVER GROVE HEIGHTS, IN THE TOP OF RAILING ON
 AH4436'COUNTY ROAD 73 (BABCOCK TRAIL) BRIDGE 19854 OVER INTERSTATE HIGHWAY
 AH4436'494, GO 27.0 FT (8.2 M) EAST OF COUNTY ROAD 73, 35.5 FT (10.8 M)
 AH4436'NORTH-NORTHWEST OF SOUTH FENCE POST IN BRIDGE FENCE, 10.6 FT (3.2 M)
 AH4436'WEST OF BRIDGE FENCE, 20.2 FT (6.2 M) NORTH OF THE SOUTHEAST CORNER OF
 AH4436'EAST BRIDGE RAILING.
 AH4436
 AH4436                          STATION RECOVERY (2009)
 AH4436
 AH4436'RECOVERY NOTE BY MN DEPT OF TRANSP 2009 (KMS)
 AH4436'RECOVERED AS DESCRIBED.
 AH4436
 AH4436                          STATION RECOVERY (2014)
 AH4436
 AH4436'RECOVERY NOTE BY MN DEPT OF TRANSP 2014 (DAS)
 AH4436'RECOVERED AS DESCRIBED.
 AH4436
 AH4436                          STATION RECOVERY (2015)
 AH4436
 AH4436'RECOVERY NOTE BY MN DEPT OF TRANSP 2015 (DAS)
 AH4436'IN INVER GROVE HEIGHTS, IN BRIDGE RAILING IN SOUTHEAST CORNER OF
 AH4436'COUNTY ROAD 73 (BABCOCK TRAIL) BRIDGE NUMBER 19854 OVER INTERSTATE
 AH4436'HIGHWAY 494, 27.0 FT (8.2 M) EAST OF COUNTY ROAD 73, 35.5 FT (10.8 M)
 AH4436'NORTH-NORTHWEST OF SOUTH FENCE POST IN BRIDGE FENCE, 10.6 FT (3.2 M)
 AH4436'WEST OF BRIDGE FENCE, 20.2 FT (6.2 M) NORTH OF THE SOUTHEAST CORNER OF
 AH4436'EAST BRIDGE RAILING.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 AH4437 ***********************************************************************
 AH4437  DESIGNATION -  1985 AK
 AH4437  PID         -  AH4437
 AH4437  STATE/COUNTY-  MN/DAKOTA
 AH4437  COUNTRY     -  US
 AH4437  USGS QUAD   -  SAINT PAUL EAST (2019)
 AH4437
 AH4437                         *CURRENT SURVEY CONTROL
 AH4437  ______________________________________________________________________
 AH4437* NAD 83(1986) POSITION- 44 52 31.44   (N) 093 03 52.99   (W)   HD_HELD1
 AH4437* NAVD 88 ORTHO HEIGHT -   284.201 (meters)      932.42  (feet) ADJUSTED
 AH4437  ______________________________________________________________________
 AH4437  GEOID HEIGHT    -        -27.591 (meters)                     GEOID18
 AH4437  DYNAMIC HEIGHT  -        284.195 (meters)      932.40  (feet) COMP
 AH4437  MODELED GRAVITY -    980,585.6   (mgal)                       NAVD 88
 AH4437
 AH4437  VERT ORDER      -  SECOND    CLASS I
 AH4437
 AH4437.The horizontal coordinates were determined by differentially corrected
 AH4437.hand held GPS observations or other comparable positioning techniques
 AH4437.and have an estimated accuracy of +/- 3 meters.
 AH4437
 AH4437.The orthometric height was determined by differential leveling and
 AH4437.adjusted by the NATIONAL GEODETIC SURVEY
 AH4437.in August 2013.
 AH4437
 AH4437.Significant digits in the geoid height do not necessarily reflect accuracy.
 AH4437.GEOID18 height accuracy estimate available here.
 AH4437
 AH4437.Click photographs - Photos may exist for this station.
 AH4437
 AH4437.The dynamic height is computed by dividing the NAVD 88
 AH4437.geopotential number by the normal gravity value computed on the
 AH4437.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH4437.degrees latitude (g = 980.6199 gals.).
 AH4437
 AH4437.The modeled gravity was interpolated from observed gravity values.
 AH4437
 AH4437;                    North         East    Units  Estimated Accuracy
 AH4437;SPC MN S     -   308,803.3     873,897.8     MT  (+/- 3 meters HH1 GPS) 
 AH4437
 AH4437_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK9488869111(NAD 83)
 AH4437
 AH4437                          SUPERSEDED SURVEY CONTROL
 AH4437
 AH4437  NAVD 88 (06/08/00)  284.210  (m)          932.45   (f) SUPERSEDED  2 1
 AH4437
 AH4437.Superseded values are not recommended for survey control.
 AH4437
 AH4437.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH4437.See file dsdata.pdf to determine how the superseded data were derived.
 AH4437
 AH4437_MARKER: DB = BENCH MARK DISK
 AH4437_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AH4437_SP_SET: BRIDGE RAILING
 AH4437_STAMPING: 1985 AK 1989
 AH4437_MARK LOGO: MNHD
 AH4437_PROJECTION: FLUSH
 AH4437_MAGNETIC: N = NO MAGNETIC MATERIAL
 AH4437_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AH4437_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AH4437+SATELLITE: SATELLITE OBSERVATIONS - April 08, 2015
 AH4437
 AH4437  HISTORY     - Date     Condition        Report By
 AH4437  HISTORY     - 19890401 MONUMENTED       MNHD
 AH4437  HISTORY     - 20021213 GOOD             USPSQD
 AH4437  HISTORY     - 20050111 GOOD             USPSQD
 AH4437  HISTORY     - 20070613 GOOD             MNDT
 AH4437  HISTORY     - 20090320 GOOD             MNDT
 AH4437  HISTORY     - 20140623 GOOD             MNDT
 AH4437  HISTORY     - 20150408 GOOD             MNDT
 AH4437
 AH4437                          STATION DESCRIPTION
 AH4437
 AH4437'DESCRIBED BY MN HIGHWAY DEPT 1989 (OCO)
 AH4437'THE MARK IS LOCATED IN THE CITY OF INVER GROVE HEIGHTS, IN THE BRIDGE
 AH4437'AT THE JUNCTION OF INTERSTATE HIGHWAY 494 AND COUNTY ROAD 73 (BABCOCK
 AH4437'TRAIL), AND IN THE NW 1/4 OF SECTION 33, T28N, R22W.  THE MARK IS 27.5
 AH4437'FEET WEST OF THE CENTERLINE OF COUNTY ROAD 73, 26.9 FEET
 AH4437'SOUTH-SOUTHEAST OF THE END STEEL POST OF THE RIGHT - OF - WAY FENCE,
 AH4437'AND 27.0 FEET SOUTH OF THE NORTHWEST CORNER OF THE WEST BRIDGE
 AH4437'RAILING. THE MARK, A STANDARD MNDT VERTICAL CONTROL MONUMENT DISK
 AH4437'STAMPED---1985 AK 1989---, IS SET IN THE TOP OF THE CONCRETE RAILING
 AH4437'AT THE NORTHWEST CORNER OF BRIDGE NUMBER 19854 (COUNTY ROAD 73 OVER
 AH4437'HIGHWAY 494).
 AH4437
 AH4437                          STATION RECOVERY (2002)
 AH4437
 AH4437'RECOVERY NOTE BY US POWER SQUADRON 2002 (JRD)
 AH4437'RECOVERED IN GOOD CONDITION.
 AH4437
 AH4437                          STATION RECOVERY (2005)
 AH4437
 AH4437'RECOVERY NOTE BY US POWER SQUADRON 2005 (ATD)
 AH4437'RECOVERED IN GOOD CONDITION AS DESCRIBED. SPSPS. ATD.
 AH4437
 AH4437                          STATION RECOVERY (2007)
 AH4437
 AH4437'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (PJG)
 AH4437'THE MARK IS LOCATED ABOUT 5.0 MI (8.0 KM) SOUTH-SOUTHEAST OF SAINT
 AH4437'PAUL, 4.3 MI (6.9 KM) WEST-NORTHWEST OF SAINT PAUL PARK AND 2.2 MI
 AH4437'(3.5 KM) NORTH-NORTHWEST OF INVER GROVE HEIGHTS.
 AH4437'
 AH4437'TO REACH TO THE MARK AT INVER GROVE HEIGHTS, IN THE TOP OF RAILING AT
 AH4437'NORTHWEST CORNER OF COUNTY ROAD 73 (BABCOCK TRAIL) BRIDGE 19854 OVER
 AH4437'INTERSTATE HIGHWAY 494, GO 27.5 FT (8.4 M) WEST OF COUNTY ROAD 73,
 AH4437'26.9 FT (8.2 M) SOUTH-SOUTHEAST OF END STEEL POST OF RIGHT OF WAY
 AH4437'FENCE, 27.0 FT (8.2 M) SOUTH OF THE NORTHWEST CORNER OF WEST BRIDGE
 AH4437'RAILING.
 AH4437
 AH4437                          STATION RECOVERY (2009)
 AH4437
 AH4437'RECOVERY NOTE BY MN DEPT OF TRANSP 2009 (DRB)
 AH4437'RECOVERED AS DESCRIBED.
 AH4437
 AH4437                          STATION RECOVERY (2014)
 AH4437
 AH4437'RECOVERY NOTE BY MN DEPT OF TRANSP 2014 (DAS)
 AH4437'IN INVER GROVE HEIGHTS, IN THE TOP OF RAILING AT NORTHWEST CORNER OF
 AH4437'COUNTY ROAD 73 (BABCOCK TRAIL) BRIDGE NUMBER 19854 OVER INTERSTATE
 AH4437'HIGHWAY 494, 27.5 FT (8.4 M) WEST OF COUNTY ROAD 73, 26.9 FT (8.2 M)
 AH4437'SOUTH-SOUTHEAST OF END STEEL POST OF RIGHT-OF-WAY FENCE, 27.0 FT (8.2
 AH4437'M) SOUTH OF THE NORTHWEST CORNER OF WEST BRIDGE RAILING.
 AH4437
 AH4437                          STATION RECOVERY (2015)
 AH4437
 AH4437'RECOVERY NOTE BY MN DEPT OF TRANSP 2015 (DAS)
 AH4437'IN INVER GROVE HEIGHTS, IN BRIDGE RAILING IN NORTHWEST CORNER OF
 AH4437'COUNTY ROAD 73 (BABCOCK TRAIL) BRIDGE NUMBER 19854 OVER INTERSTATE
 AH4437'HIGHWAY 494, 27.5 FT (8.4 M) WEST OF COUNTY ROAD 73, 26.9 FT (8.2 M)
 AH4437'SOUTH-SOUTHEAST OF END STEEL POST OF RIGHT-OF-WAY FENCE, 27.0 FT (8.2
 AH4437'M) SOUTH OF THE NORTHWEST CORNER OF WEST BRIDGE RAILING.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 AH4438 ***********************************************************************
 AH4438  DESIGNATION -  1985 AL
 AH4438  PID         -  AH4438
 AH4438  STATE/COUNTY-  MN/DAKOTA
 AH4438  COUNTRY     -  US
 AH4438  USGS QUAD   -  INVER GROVE HEIGHTS (2019)
 AH4438
 AH4438                         *CURRENT SURVEY CONTROL
 AH4438  ______________________________________________________________________
 AH4438* NAD 83(1986) POSITION- 44 52 27.17   (N) 093 03 38.68   (W)   HD_HELD1
 AH4438* NAVD 88 ORTHO HEIGHT -   283.115 (meters)      928.85  (feet) ADJUSTED
 AH4438  ______________________________________________________________________
 AH4438  GEOID HEIGHT    -        -27.606 (meters)                     GEOID18
 AH4438  DYNAMIC HEIGHT  -        283.109 (meters)      928.83  (feet) COMP
 AH4438  MODELED GRAVITY -    980,585.9   (mgal)                       NAVD 88
 AH4438
 AH4438  VERT ORDER      -  SECOND    CLASS I
 AH4438
 AH4438.The horizontal coordinates were determined by differentially corrected
 AH4438.hand held GPS observations or other comparable positioning techniques
 AH4438.and have an estimated accuracy of +/- 3 meters.
 AH4438
 AH4438.The orthometric height was determined by differential leveling and
 AH4438.adjusted by the NATIONAL GEODETIC SURVEY
 AH4438.in June 2000.
 AH4438
 AH4438.Significant digits in the geoid height do not necessarily reflect accuracy.
 AH4438.GEOID18 height accuracy estimate available here.
 AH4438
 AH4438.Click photographs - Photos may exist for this station.
 AH4438
 AH4438.The dynamic height is computed by dividing the NAVD 88
 AH4438.geopotential number by the normal gravity value computed on the
 AH4438.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH4438.degrees latitude (g = 980.6199 gals.).
 AH4438
 AH4438.The modeled gravity was interpolated from observed gravity values.
 AH4438
 AH4438;                    North         East    Units  Estimated Accuracy
 AH4438;SPC MN S     -   308,675.2     874,213.3     MT  (+/- 3 meters HH1 GPS) 
 AH4438
 AH4438_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK9520168979(NAD 83)
 AH4438
 AH4438                          SUPERSEDED SURVEY CONTROL
 AH4438
 AH4438.No superseded survey control is available for this station.
 AH4438
 AH4438_MARKER: DV = VERTICAL CONTROL DISK
 AH4438_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AH4438_SP_SET: BRIDGE RAILING
 AH4438_STAMPING: 1985 AL 1989
 AH4438_MARK LOGO: MNDT
 AH4438_PROJECTION: FLUSH
 AH4438_MAGNETIC: N = NO MAGNETIC MATERIAL
 AH4438_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AH4438_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AH4438+SATELLITE: SATELLITE OBSERVATIONS - April 08, 2015
 AH4438
 AH4438  HISTORY     - Date     Condition        Report By
 AH4438  HISTORY     - 19890401 MONUMENTED       MNDT
 AH4438  HISTORY     - 19980202 GOOD             MNDT
 AH4438  HISTORY     - 20020612 GOOD             USPSQD
 AH4438  HISTORY     - 20021201 GOOD             USPSQD
 AH4438  HISTORY     - 20040915 GOOD             USPSQD
 AH4438  HISTORY     - 20070613 GOOD             MNDT
 AH4438  HISTORY     - 20090320 GOOD             MNDT
 AH4438  HISTORY     - 20140623 GOOD             MNDT
 AH4438  HISTORY     - 20150408 GOOD             MNDT
 AH4438
 AH4438                          STATION DESCRIPTION
 AH4438
 AH4438'DESCRIBED BY MN DEPT OF TRANSP 1989 (OCO)
 AH4438'THE MARK IS LOCATED IN THE CITY OF INVER GROVE HEIGHTS, AT THE
 AH4438'JUNCTION OF INTERSTATE HIGHWAY 494 AND TRUNK HIGHWAY 3, AND IN THE NW
 AH4438'1/4 OF SECTION 33, T28N, R22W.  THE MARK IS 18.5 FEET EAST OF THE
 AH4438'CENTERLINE OF SOUTHBOUND HIGHWAY 3 AND 0.6 FOOT NORTH OF THE SOUTHEAST
 AH4438'CORNER OF THE EAST BRIDGE RAILING.  THE MARK, A STANDARD MNDT VERTICAL
 AH4438'CONTROL MONUMENT DISK STAMPED---1985 AL 1989---, IS SET IN THE TOP OF
 AH4438'THE CONCRETE RAILING AT THE SOUTHEAST CORNER OF BRIDGE NUMBER 19855
 AH4438'(SOUTHBOUND HIGHWAY 3 OVER HIGHWAY 494).
 AH4438
 AH4438                          STATION RECOVERY (1998)
 AH4438
 AH4438'RECOVERY NOTE BY MN DEPT OF TRANSP 1998 (WAS)
 AH4438'THE MARK WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.  THE DISK WAS
 AH4438'SET IN BRDG WHEN BUILT IN 1984 THEN STAMPED IN 1989.
 AH4438
 AH4438                          STATION RECOVERY (2002)
 AH4438
 AH4438'RECOVERY NOTE BY US POWER SQUADRON 2002
 AH4438'TRUNK HIGHWAY 3 IS NOW TRUNK HIGHWAY 52.
 AH4438
 AH4438                          STATION RECOVERY (2002)
 AH4438
 AH4438'RECOVERY NOTE BY US POWER SQUADRON 2002 (JH)
 AH4438'ORIGINAL HIGHWAY 3 HAS BEEN RENAMED HIGHWAY 52
 AH4438
 AH4438                          STATION RECOVERY (2004)
 AH4438
 AH4438'RECOVERY NOTE BY US POWER SQUADRON 2004 (JRD)
 AH4438'RECOVERED IN GOOD CONDITION AS DESCRIBED. SPSPS JRD
 AH4438
 AH4438                          STATION RECOVERY (2007)
 AH4438
 AH4438'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (VWC)
 AH4438'THE MARK IS LOCATED ABOUT 5.1 MI (8.2 KM) SOUTH-SOUTHEAST OF SAINT
 AH4438'PAUL, 4.1 MI (6.6 KM) WEST-NORTHWEST OF SAINT PAUL PARK AND 2.0 MI
 AH4438'(3.2 KM) NORTH-NORTHWEST OF INVER GROVE HEIGHTS.
 AH4438'
 AH4438'TO REACH TO THE MARK AT INVER GROVE HEIGHTS, IN THE TOP OF RAILING AT
 AH4438'SOUTHEAST CORNER OF SOUTHBOUND TRUNK HIGHWAY 52 BRIDGE 19855 OVER
 AH4438'INTERSTATE HIGHWAY 494, GO 18.5 FT (5.6 M) EAST OF SOUTH BOUND TRUNK
 AH4438'HIGHWAY 52, 0.6 FT (0.2 M) NORTH OF THE SOUTHEAST CORNER OF EAST
 AH4438'BRIDGE RAILING.
 AH4438
 AH4438                          STATION RECOVERY (2009)
 AH4438
 AH4438'RECOVERY NOTE BY MN DEPT OF TRANSP 2009 (DRB)
 AH4438'RECOVERED AS DESCRIBED.
 AH4438
 AH4438                          STATION RECOVERY (2014)
 AH4438
 AH4438'RECOVERY NOTE BY MN DEPT OF TRANSP 2014 (DAS)
 AH4438'IN INVER GROVE HEIGHTS, IN THE TOP OF RAILING AT SOUTHEAST CORNER OF
 AH4438'SOUTHBOUND TRUNK HIGHWAY 52 BRIDGE 19855 OVER INTERSTATE HIGHWAY 494,
 AH4438'18.5 FT (5.6 M) EAST OF SOUTHBOUND TRUNK HIGHWAY 52, 0.6 FT (18 CM)
 AH4438'NORTH OF THE SOUTHEAST CORNER OF EAST BRIDGE RAILING.
 AH4438
 AH4438                          STATION RECOVERY (2015)
 AH4438
 AH4438'RECOVERY NOTE BY MN DEPT OF TRANSP 2015 (DAS)
 AH4438'IN INVER GROVE HEIGHTS, IN BRIDGE RAILING IN SOUTHEAST CORNER OF
 AH4438'SOUTHBOUND TRUNK HIGHWAY 52 BRIDGE NUMBER 19855 OVER INTERSTATE
 AH4438'HIGHWAY 494, 18.5 FT (5.6 M) EAST OF SOUTHBOUND TRUNK HIGHWAY 52, 0.6
 AH4438'FT (18 CM) NORTH OF THE SOUTHEAST CORNER OF EAST BRIDGE RAILING.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 AH4439 ***********************************************************************
 AH4439  DESIGNATION -  1985 AM
 AH4439  PID         -  AH4439
 AH4439  STATE/COUNTY-  MN/DAKOTA
 AH4439  COUNTRY     -  US
 AH4439  USGS QUAD   -  SAINT PAUL EAST (2019)
 AH4439
 AH4439                         *CURRENT SURVEY CONTROL
 AH4439  ______________________________________________________________________
 AH4439* NAD 83(1986) POSITION- 44 52 31.10   (N) 093 03 39.69   (W)   HD_HELD1
 AH4439* NAVD 88 ORTHO HEIGHT -   282.420 (meters)      926.57  (feet) ADJUSTED
 AH4439  ______________________________________________________________________
 AH4439  GEOID HEIGHT    -        -27.603 (meters)                     GEOID18
 AH4439  DYNAMIC HEIGHT  -        282.414 (meters)      926.55  (feet) COMP
 AH4439  MODELED GRAVITY -    980,586.2   (mgal)                       NAVD 88
 AH4439
 AH4439  VERT ORDER      -  SECOND    CLASS I
 AH4439
 AH4439.The horizontal coordinates were determined by differentially corrected
 AH4439.hand held GPS observations or other comparable positioning techniques
 AH4439.and have an estimated accuracy of +/- 3 meters.
 AH4439
 AH4439.The orthometric height was determined by differential leveling and
 AH4439.adjusted by the NATIONAL GEODETIC SURVEY
 AH4439.in June 2000.
 AH4439
 AH4439.Significant digits in the geoid height do not necessarily reflect accuracy.
 AH4439.GEOID18 height accuracy estimate available here.
 AH4439
 AH4439.Click photographs - Photos may exist for this station.
 AH4439
 AH4439.The dynamic height is computed by dividing the NAVD 88
 AH4439.geopotential number by the normal gravity value computed on the
 AH4439.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH4439.degrees latitude (g = 980.6199 gals.).
 AH4439
 AH4439.The modeled gravity was interpolated from observed gravity values.
 AH4439
 AH4439;                    North         East    Units  Estimated Accuracy
 AH4439;SPC MN S     -   308,796.2     874,189.8     MT  (+/- 3 meters HH1 GPS) 
 AH4439
 AH4439_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK9517969100(NAD 83)
 AH4439
 AH4439                          SUPERSEDED SURVEY CONTROL
 AH4439
 AH4439.No superseded survey control is available for this station.
 AH4439
 AH4439_MARKER: DV = VERTICAL CONTROL DISK
 AH4439_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AH4439_SP_SET: BRIDGE RAILING
 AH4439_STAMPING: 1985 AM 1989
 AH4439_MARK LOGO: MNDT
 AH4439_PROJECTION: FLUSH
 AH4439_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AH4439_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AH4439_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AH4439+SATELLITE: SATELLITE OBSERVATIONS - April 08, 2015
 AH4439
 AH4439  HISTORY     - Date     Condition        Report By
 AH4439  HISTORY     - 19890401 MONUMENTED       MNDT
 AH4439  HISTORY     - 20020612 GOOD             USPSQD
 AH4439  HISTORY     - 20021201 GOOD             USPSQD
 AH4439  HISTORY     - 20040915 GOOD             USPSQD
 AH4439  HISTORY     - 20090320 GOOD             MNDT
 AH4439  HISTORY     - 20140623 GOOD             MNDT
 AH4439  HISTORY     - 20150408 GOOD             MNDT
 AH4439
 AH4439                          STATION DESCRIPTION
 AH4439
 AH4439'DESCRIBED BY MN DEPT OF TRANSP 1989 (OCO)
 AH4439'THE MARK IS LOCATED IN THE CITY OF INVER GROVE HEIGHTS, AT THE
 AH4439'JUNCTION OF INTERSTATE HIGHWAY 494 AND TRUNK HIGHWAY 3, AND IN THE NW
 AH4439'1/4 OF SECTION 33, T28N, R22W.  THE MARK IS 46.5 FEET WEST OF THE
 AH4439'CENTERLINE OF SOUTHBOUND HIGHWAY 3, 36.0 FEET SOUTH-SOUTHEAST OF A
 AH4439'LIGHT STANDARD (NUMBERED S-8-H-28), AND 0.7 FOOT SOUTH OF THE
 AH4439'NORTHWEST CORNER OF THE WEST BRIDGE RAILING.  THE MARK, A STANDARD
 AH4439'MNDT VERTICAL CONTROL MONUMENT DISK STAMPED---1985 AM 1989---, IS SET
 AH4439'IN THE TOP OF THE CONCRETE RAILING AT THE NORTHWEST CORNER OF BRIDGE
 AH4439'NUMBER 19855 (SOUTHBOUND HIGHWAY 3 OVER HIGHWAY 494).
 AH4439
 AH4439                          STATION RECOVERY (2002)
 AH4439
 AH4439'RECOVERY NOTE BY US POWER SQUADRON 2002
 AH4439'TRUNK HIGHWAY 3 IS NOW CALLED TRUNK HIGHWAY 52
 AH4439
 AH4439                          STATION RECOVERY (2002)
 AH4439
 AH4439'RECOVERY NOTE BY US POWER SQUADRON 2002 (JH)
 AH4439'ORIGINAL HIGHWAY 3 HAS BEEN RENAMED HIGHWAY 52
 AH4439
 AH4439                          STATION RECOVERY (2004)
 AH4439
 AH4439'RECOVERY NOTE BY US POWER SQUADRON 2004 (JRD)
 AH4439'RECOVERED IN GOOD CONDITION AS DESCRIBED. SPSPS JRD
 AH4439
 AH4439                          STATION RECOVERY (2009)
 AH4439
 AH4439'RECOVERY NOTE BY MN DEPT OF TRANSP 2009 (DRB)
 AH4439'RECOVERED AS DESCRIBED.
 AH4439
 AH4439                          STATION RECOVERY (2014)
 AH4439
 AH4439'RECOVERY NOTE BY MN DEPT OF TRANSP 2014 (DAS)
 AH4439'IN INVER GROVE HEIGHTS, IN THE TOP OF RAILING AT NORTHWEST CORNER OF
 AH4439'SOUTHBOUND TRUNK HIGHWAY 52 BRIDGE 19855 OVER INTERSTATE HIGHWAY 494,
 AH4439'46.5 FT (14.2 M) WEST OF SOUTHBOUND TRUNK HIGHWAY 52, 36.0 FT (11.0 M)
 AH4439'SOUTH-SOUTHEAST OF LIGHT STANDARD S-8-H-28, 0.7 FT (21 CM) SOUTH OF
 AH4439'THE NORTHWEST CORNER OF WEST BRIDGE RAILING.
 AH4439
 AH4439                          STATION RECOVERY (2015)
 AH4439
 AH4439'RECOVERY NOTE BY MN DEPT OF TRANSP 2015 (DAS)
 AH4439'IN INVER GROVE HEIGHTS, IN BRIDGE RAILING IN NORTHWEST CORNER OF
 AH4439'SOUTHBOUND TRUNK HIGHWAY 52 BRIDGE 19855 OVER INTERSTATE HIGHWAY 494,
 AH4439'46.5 FT (14.2 M) WEST OF SOUTHBOUND TRUNK HIGHWAY 52, 36.0 FT (11.0 M)
 AH4439'SOUTH-SOUTHEAST OF LIGHT STANDARD S-8-H-28, 0.7 FT (21 CM) SOUTH OF
 AH4439'THE NORTHWEST CORNER OF WEST BRIDGE RAILING.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 AH4440 ***********************************************************************
 AH4440  DESIGNATION -  1985 AN
 AH4440  PID         -  AH4440
 AH4440  STATE/COUNTY-  MN/DAKOTA
 AH4440  COUNTRY     -  US
 AH4440  USGS QUAD   -  SAINT PAUL EAST (2019)
 AH4440
 AH4440                         *CURRENT SURVEY CONTROL
 AH4440  ______________________________________________________________________
 AH4440* NAD 83(1986) POSITION- 44 52 31.10   (N) 093 03 38.41   (W)   HD_HELD1
 AH4440* NAVD 88 ORTHO HEIGHT -   282.591 (meters)      927.13  (feet) ADJUSTED
 AH4440  ______________________________________________________________________
 AH4440  GEOID HEIGHT    -        -27.604 (meters)                     GEOID18
 AH4440  DYNAMIC HEIGHT  -        282.585 (meters)      927.11  (feet) COMP
 AH4440  MODELED GRAVITY -    980,586.3   (mgal)                       NAVD 88
 AH4440
 AH4440  VERT ORDER      -  SECOND    CLASS I
 AH4440
 AH4440.The horizontal coordinates were determined by differentially corrected
 AH4440.hand held GPS observations or other comparable positioning techniques
 AH4440.and have an estimated accuracy of +/- 3 meters.
 AH4440
 AH4440.The orthometric height was determined by differential leveling and
 AH4440.adjusted by the NATIONAL GEODETIC SURVEY
 AH4440.in June 2000.
 AH4440
 AH4440.Significant digits in the geoid height do not necessarily reflect accuracy.
 AH4440.GEOID18 height accuracy estimate available here.
 AH4440
 AH4440.Click photographs - Photos may exist for this station.
 AH4440
 AH4440.The dynamic height is computed by dividing the NAVD 88
 AH4440.geopotential number by the normal gravity value computed on the
 AH4440.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH4440.degrees latitude (g = 980.6199 gals.).
 AH4440
 AH4440.The modeled gravity was interpolated from observed gravity values.
 AH4440
 AH4440;                    North         East    Units  Estimated Accuracy
 AH4440;SPC MN S     -   308,796.5     874,217.9     MT  (+/- 3 meters HH1 GPS) 
 AH4440
 AH4440_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK9520769100(NAD 83)
 AH4440
 AH4440                          SUPERSEDED SURVEY CONTROL
 AH4440
 AH4440.No superseded survey control is available for this station.
 AH4440
 AH4440_MARKER: DV = VERTICAL CONTROL DISK
 AH4440_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AH4440_SP_SET: BRIDGE RAILING
 AH4440_STAMPING: 1985 AN 1989
 AH4440_MARK LOGO: MNDT
 AH4440_PROJECTION: FLUSH
 AH4440_MAGNETIC: N = NO MAGNETIC MATERIAL
 AH4440_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AH4440_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AH4440+SATELLITE: SATELLITE OBSERVATIONS - April 08, 2015
 AH4440
 AH4440  HISTORY     - Date     Condition        Report By
 AH4440  HISTORY     - 19890401 MONUMENTED       MNDT
 AH4440  HISTORY     - 20020612 GOOD             USPSQD
 AH4440  HISTORY     - 20021201 GOOD             USPSQD
 AH4440  HISTORY     - 20040915 GOOD             USPSQD
 AH4440  HISTORY     - 20090320 GOOD             MNDT
 AH4440  HISTORY     - 20140623 GOOD             MNDT
 AH4440  HISTORY     - 20150408 GOOD             MNDT
 AH4440
 AH4440                          STATION DESCRIPTION
 AH4440
 AH4440'DESCRIBED BY MN DEPT OF TRANSP 1989 (OCO)
 AH4440'THE MARK IS LOCATED IN THE CITY OF INVER GROVE HEIGHTS, AT THE
 AH4440'JUNCTION OF INTERSTATE HIGHWAY 494 AND TRUNK HIGHWAY 3, AND IN THE NW
 AH4440'1/4 OF SECTION 33, T28N, R22W.  THE MARK IS 19.0 FEET WEST OF THE
 AH4440'CENTERLINE OF NORTHBOUND HIGHWAY 3, 21.9 FEET SOUTH-SOUTHEAST OF THE
 AH4440'CENTER OF A LARGE STEEL OVERHEAD SIGN POST, AND 1.1 FEET SOUTH OF THE
 AH4440'NORTHWEST CORNER OF THE WEST BRIDGE RAILING.  THE MARK, A STANDARD
 AH4440'MNDT VERTICAL CONTROL MONUMENT DISK STAMPED---1985 AN 1989---, IS SET
 AH4440'IN THE TOP OF THE CONCRETE RAILING AT THE NORTHWEST CORNER OF BRIDGE
 AH4440'NUMBER 19856 (NORTHBOUND HIGHWAY 3 OVER HIGHWAY 494).
 AH4440
 AH4440                          STATION RECOVERY (2002)
 AH4440
 AH4440'RECOVERY NOTE BY US POWER SQUADRON 2002
 AH4440'RECOVERED IN GOOD CONDITION.
 AH4440
 AH4440                          STATION RECOVERY (2002)
 AH4440
 AH4440'RECOVERY NOTE BY US POWER SQUADRON 2002 (JH)
 AH4440'ORIGINAL HIGHWAY 3 HAS BEEN RENAMED HIGHWAY 52
 AH4440
 AH4440                          STATION RECOVERY (2004)
 AH4440
 AH4440'RECOVERY NOTE BY US POWER SQUADRON 2004 (JRD)
 AH4440'RECOVERED AS DESCRIBED,IN GOOD CONDITION. SPSPS JRD
 AH4440
 AH4440                          STATION RECOVERY (2009)
 AH4440
 AH4440'RECOVERY NOTE BY MN DEPT OF TRANSP 2009 (DRB)
 AH4440'RECOVERED AS DESCRIBED.
 AH4440
 AH4440                          STATION RECOVERY (2014)
 AH4440
 AH4440'RECOVERY NOTE BY MN DEPT OF TRANSP 2014 (DAS)
 AH4440'IN INVER GROVE HEIGHTS, IN THE TOP OF RAILING AT NORTHWEST CORNER OF
 AH4440'NORTHBOUND TRUNK HIGHWAY 52 BRIDGE 19856 OVER INTERSTATE HIGHWAY 494,
 AH4440'19 FT (5.8 M) WEST OF NORTHBOUND TRUNK HIGHWAY 52, 21.9 FT (6.7 M)
 AH4440'SOUTH-SOUTHEAST OF LARGE STEEL OVERHEAD SIGN POST, 1.1 FT (0.3 M)
 AH4440'SOUTH OF THE NORTHWEST CORNER OF WEST BRIDGE RAILING.
 AH4440
 AH4440                          STATION RECOVERY (2015)
 AH4440
 AH4440'RECOVERY NOTE BY MN DEPT OF TRANSP 2015 (DAS)
 AH4440'IN INVER GROVE HEIGHTS, IN BRIDGE RAILING IN NORTHWEST CORNER OF
 AH4440'NORTHBOUND TRUNK HIGHWAY 52 BRIDGE 19856 OVER INTERSTATE HIGHWAY 494,
 AH4440'19 FT (5.8 M) WEST OF NORTHBOUND TRUNK HIGHWAY 52, 21.9 FT (6.7 M)
 AH4440'SOUTH-SOUTHEAST OF LARGE STEEL OVERHEAD SIGN POST, 1.1 FT (0.3 M)
 AH4440'SOUTH OF THE NORTHWEST CORNER OF WEST BRIDGE RAILING.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 AH4441 ***********************************************************************
 AH4441  DESIGNATION -  1985 AP
 AH4441  PID         -  AH4441
 AH4441  STATE/COUNTY-  MN/DAKOTA
 AH4441  COUNTRY     -  US
 AH4441  USGS QUAD   -  INVER GROVE HEIGHTS (2019)
 AH4441
 AH4441                         *CURRENT SURVEY CONTROL
 AH4441  ______________________________________________________________________
 AH4441* NAD 83(1986) POSITION- 44 52 27.17   (N) 093 03 37.40   (W)   HD_HELD1
 AH4441* NAVD 88 ORTHO HEIGHT -   282.997 (meters)      928.47  (feet) ADJUSTED
 AH4441  ______________________________________________________________________
 AH4441  GEOID HEIGHT    -        -27.607 (meters)                     GEOID18
 AH4441  DYNAMIC HEIGHT  -        282.991 (meters)      928.45  (feet) COMP
 AH4441  MODELED GRAVITY -    980,586.0   (mgal)                       NAVD 88
 AH4441
 AH4441  VERT ORDER      -  SECOND    CLASS I
 AH4441
 AH4441.The horizontal coordinates were determined by differentially corrected
 AH4441.hand held GPS observations or other comparable positioning techniques
 AH4441.and have an estimated accuracy of +/- 3 meters.
 AH4441
 AH4441.The orthometric height was determined by differential leveling and
 AH4441.adjusted by the NATIONAL GEODETIC SURVEY
 AH4441.in June 2000.
 AH4441
 AH4441.Significant digits in the geoid height do not necessarily reflect accuracy.
 AH4441.GEOID18 height accuracy estimate available here.
 AH4441
 AH4441.Click photographs - Photos may exist for this station.
 AH4441
 AH4441.The dynamic height is computed by dividing the NAVD 88
 AH4441.geopotential number by the normal gravity value computed on the
 AH4441.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH4441.degrees latitude (g = 980.6199 gals.).
 AH4441
 AH4441.The modeled gravity was interpolated from observed gravity values.
 AH4441
 AH4441;                    North         East    Units  Estimated Accuracy
 AH4441;SPC MN S     -   308,675.5     874,241.4     MT  (+/- 3 meters HH1 GPS) 
 AH4441
 AH4441_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK9523068979(NAD 83)
 AH4441
 AH4441                          SUPERSEDED SURVEY CONTROL
 AH4441
 AH4441.No superseded survey control is available for this station.
 AH4441
 AH4441_MARKER: DV = VERTICAL CONTROL DISK
 AH4441_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AH4441_SP_SET: BRIDGE RAILING
 AH4441_STAMPING: 1985 AP 1989
 AH4441_MARK LOGO: MNDT
 AH4441_PROJECTION: FLUSH
 AH4441_MAGNETIC: N = NO MAGNETIC MATERIAL
 AH4441_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AH4441_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AH4441+SATELLITE: SATELLITE OBSERVATIONS - April 08, 2015
 AH4441
 AH4441  HISTORY     - Date     Condition        Report By
 AH4441  HISTORY     - 19840401 MONUMENTED       MNDT
 AH4441  HISTORY     - 19980202 GOOD             MNDT
 AH4441  HISTORY     - 20020612 GOOD             USPSQD
 AH4441  HISTORY     - 20021201 GOOD             USPSQD
 AH4441  HISTORY     - 20040915 GOOD             USPSQD
 AH4441  HISTORY     - 20090320 GOOD             MNDT
 AH4441  HISTORY     - 20140623 GOOD             MNDT
 AH4441  HISTORY     - 20150408 GOOD             MNDT
 AH4441
 AH4441                          STATION DESCRIPTION
 AH4441
 AH4441'DESCRIBED BY MN DEPT OF TRANSP 1984 (OCO)
 AH4441'THE MARK IS LOCATED IN THE CITY OF INVER GROVE HEIGHTS, AT THE
 AH4441'JUNCTION OF INTERSTATE HIGHWAY 494 AND TRUNK HIGHWAY 3, AND IN THE NW
 AH4441'1/4 OF SECTION 33, T28N, R22W.  THE MARK IS 46.5 FEET EAST OF THE
 AH4441'CENTERLINE OF NORTHBOUND HIGHWAY 3, 62.9 FEET NORTH-NORTHWEST OF A
 AH4441'LIGHT STANDARD (NUMBERED S-8-L-60), AND 1.3 FEET NORTH OF THE
 AH4441'SOUTHEAST CORNER OF THE EAST BRIDGE RAILING.  THE MARK, A STANDARD
 AH4441'MNDT VERTICAL CONTROL MONUMENT DISK STAMPED---1985 AP 1989---, IS SET
 AH4441'IN THE TOP OF THE CONCRETE RAILING AT THE SOUTHEAST CORNER OF BRIDGE
 AH4441'NUMBER 19856 (NORTHBOUND HIGHWAY 3 OVER HIGHWAY 494).
 AH4441
 AH4441                          STATION RECOVERY (1998)
 AH4441
 AH4441'RECOVERY NOTE BY MN DEPT OF TRANSP 1998 (WAS)
 AH4441'THE MARK WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.  THE DISK WAS
 AH4441'SET WHEN BRDG WAS BUILT IN 1984 THEN STAMPED IN 1989.
 AH4441
 AH4441                          STATION RECOVERY (2002)
 AH4441
 AH4441'RECOVERY NOTE BY US POWER SQUADRON 2002
 AH4441'RECOVERED IN GOOD CONDITION.
 AH4441
 AH4441                          STATION RECOVERY (2002)
 AH4441
 AH4441'RECOVERY NOTE BY US POWER SQUADRON 2002 (JH)
 AH4441'ORIGINAL HIGHWAY 3 HAS BEEN RENAMED HIGHWAY 52
 AH4441
 AH4441                          STATION RECOVERY (2004)
 AH4441
 AH4441'RECOVERY NOTE BY US POWER SQUADRON 2004 (JRD)
 AH4441'RECOVERED IN GOOD CONDITION AS DESCRIBED. SPSPS JRD.
 AH4441
 AH4441                          STATION RECOVERY (2009)
 AH4441
 AH4441'RECOVERY NOTE BY MN DEPT OF TRANSP 2009 (DRB)
 AH4441'RECOVERED AS DESCRIBED.
 AH4441
 AH4441                          STATION RECOVERY (2014)
 AH4441
 AH4441'RECOVERY NOTE BY MN DEPT OF TRANSP 2014 (DAS)
 AH4441'IN INVER GROVE HEIGHTS, IN THE TOP OF RAILING AT SOUTHEAST CORNER OF
 AH4441'NORTHBOUND TRUNK HIGHWAY 52 BRIDGE 19856 OVER INTERSTATE HIGHWAY 494,
 AH4441'46.5 FT (14.2 M) EAST OF NORTHBOUND TRUNK HIGHWAY 52, 62.9 FT (19.2 M)
 AH4441'NORTH-NORTHWEST OF LIGHT STANDARD S-8-L-60, 1.3 FT (0.4 M) NORTH OF
 AH4441'THE SOUTHEAST CORNER OF EAST BRIDGE RAILING.
 AH4441
 AH4441                          STATION RECOVERY (2015)
 AH4441
 AH4441'RECOVERY NOTE BY MN DEPT OF TRANSP 2015 (DAS)
 AH4441'IN INVER GROVE HEIGHTS, IN BRIDGE RAILING IN SOUTHEAST CORNER OF
 AH4441'NORTHBOUND TRUNK HIGHWAY 52 BRIDGE NUMBER 19856 OVER INTERSTATE
 AH4441'HIGHWAY 494, 46.5 FT (14.2 M) EAST OF NORTHBOUND TRUNK HIGHWAY 52,
 AH4441'62.9 FT (19.2 M) NORTH-NORTHWEST OF LIGHT STANDARD S-8-L-60, 1.3 FT
 AH4441'(0.4 M) NORTH OF THE SOUTHEAST CORNER OF EAST BRIDGE RAILING.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 AH4435 ***********************************************************************
 AH4435  DESIGNATION -  1985 AQ
 AH4435  PID         -  AH4435
 AH4435  STATE/COUNTY-  MN/DAKOTA
 AH4435  COUNTRY     -  US
 AH4435  USGS QUAD   -  INVER GROVE HEIGHTS (2019)
 AH4435
 AH4435                         *CURRENT SURVEY CONTROL
 AH4435  ______________________________________________________________________
 AH4435* NAD 83(1986) POSITION- 44 52 27.80   (N) 093 04 00.89   (W)   HD_HELD1
 AH4435* NAVD 88 ORTHO HEIGHT -   283.536 (meters)      930.23  (feet) ADJUSTED
 AH4435  ______________________________________________________________________
 AH4435  GEOID HEIGHT    -        -27.586 (meters)                     GEOID18
 AH4435  DYNAMIC HEIGHT  -        283.530 (meters)      930.21  (feet) COMP
 AH4435  MODELED GRAVITY -    980,585.6   (mgal)                       NAVD 88
 AH4435
 AH4435  VERT ORDER      -  SECOND    CLASS I
 AH4435
 AH4435.The horizontal coordinates were determined by differentially corrected
 AH4435.hand held GPS observations or other comparable positioning techniques
 AH4435.and have an estimated accuracy of +/- 3 meters.
 AH4435
 AH4435.The orthometric height was determined by differential leveling and
 AH4435.adjusted by the NATIONAL GEODETIC SURVEY
 AH4435.in September 2016.
 AH4435
 AH4435.Significant digits in the geoid height do not necessarily reflect accuracy.
 AH4435.GEOID18 height accuracy estimate available here.
 AH4435
 AH4435.Click photographs - Photos may exist for this station.
 AH4435
 AH4435.The dynamic height is computed by dividing the NAVD 88
 AH4435.geopotential number by the normal gravity value computed on the
 AH4435.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH4435.degrees latitude (g = 980.6199 gals.).
 AH4435
 AH4435.The modeled gravity was interpolated from observed gravity values.
 AH4435
 AH4435;                    North         East    Units  Estimated Accuracy
 AH4435;SPC MN S     -   308,689.0     873,725.7     MT  (+/- 3 meters HH1 GPS) 
 AH4435
 AH4435_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK9471468998(NAD 83)
 AH4435
 AH4435                          SUPERSEDED SURVEY CONTROL
 AH4435
 AH4435  NAVD 88 (06/08/00)  283.504  (m)          930.13   (f) SUPERSEDED  2 1
 AH4435
 AH4435.Superseded values are not recommended for survey control.
 AH4435
 AH4435.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH4435.See file dsdata.pdf to determine how the superseded data were derived.
 AH4435
 AH4435_MARKER: DV = VERTICAL CONTROL DISK
 AH4435_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 AH4435_STAMPING: 1985 AQ 1989
 AH4435_MARK LOGO: MNDT
 AH4435_PROJECTION: FLUSH
 AH4435_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AH4435_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AH4435_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH4435+SATELLITE: SATELLITE OBSERVATIONS - April 08, 2015
 AH4435
 AH4435  HISTORY     - Date     Condition        Report By
 AH4435  HISTORY     - 19890401 MONUMENTED       MNDT
 AH4435  HISTORY     - 20021213 GOOD             USPSQD
 AH4435  HISTORY     - 20050111 GOOD             USPSQD
 AH4435  HISTORY     - 20140623 GOOD             MNDT
 AH4435  HISTORY     - 20150408 GOOD             MNDT
 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.
 AH4435
 AH4435                          STATION RECOVERY (2014)
 AH4435
 AH4435'RECOVERY NOTE BY MN DEPT OF TRANSP 2014 (DAS)
 AH4435'RECOVERED AS DESCRIBED.
 AH4435
 AH4435                          STATION RECOVERY (2015)
 AH4435
 AH4435'RECOVERY NOTE BY MN DEPT OF TRANSP 2015 (DAS)
 AH4435'IN INVER GROVE HEIGHTS, MIDWAY BETWEEN JUNCTION OF INTERSTATE HIGHWAY
 AH4435'494 WITH TRUNK HIGHWAY 110 AND JUNCTION OF INTERSTATE HIGHWAY 494 WITH
 AH4435'TRUNK HIGHWAY 3, ACROSS FROM DUPLEX NUMBERS 1918 AND 1926, ABOUT 500
 AH4435'FT (152.4 M) WEST OF BABCOCK TRAIL OVERPASS, 2.6 FT (0.8 M) SOUTH OF
 AH4435'SOUTH RIGHT-OF-WAY FENCE, 30 FT (9.1 M) NORTH OF 52ND STREET EAST, 2.0
 AH4435'FT (0.6 M) SOUTHEAST OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 AH4443 ***********************************************************************
 AH4443  DESIGNATION -  1985 AR
 AH4443  PID         -  AH4443
 AH4443  STATE/COUNTY-  MN/DAKOTA
 AH4443  COUNTRY     -  US
 AH4443  USGS QUAD   -  INVER GROVE HEIGHTS (2019)
 AH4443
 AH4443                         *CURRENT SURVEY CONTROL
 AH4443  ______________________________________________________________________
 AH4443* NAD 83(1986) POSITION- 44 52 27.75   (N) 093 03 09.05   (W)   HD_HELD1
 AH4443* NAVD 88 ORTHO HEIGHT -   274.447 (meters)      900.41  (feet) ADJUSTED
 AH4443  ______________________________________________________________________
 AH4443  GEOID HEIGHT    -        -27.633 (meters)                     GEOID18
 AH4443  DYNAMIC HEIGHT  -        274.441 (meters)      900.40  (feet) COMP
 AH4443  MODELED GRAVITY -    980,586.4   (mgal)                       NAVD 88
 AH4443
 AH4443  VERT ORDER      -  SECOND    CLASS I
 AH4443
 AH4443.The horizontal coordinates were determined by differentially corrected
 AH4443.hand held GPS observations or other comparable positioning techniques
 AH4443.and have an estimated accuracy of +/- 3 meters.
 AH4443
 AH4443.The orthometric height was determined by differential leveling and
 AH4443.adjusted by the NATIONAL GEODETIC SURVEY
 AH4443.in June 2000.
 AH4443
 AH4443.No vertical observational check was made to the station.
 AH4443
 AH4443.Significant digits in the geoid height do not necessarily reflect accuracy.
 AH4443.GEOID18 height accuracy estimate available here.
 AH4443
 AH4443.Click photographs - Photos may exist for this station.
 AH4443
 AH4443.The dynamic height is computed by dividing the NAVD 88
 AH4443.geopotential number by the normal gravity value computed on the
 AH4443.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH4443.degrees latitude (g = 980.6199 gals.).
 AH4443
 AH4443.The modeled gravity was interpolated from observed gravity values.
 AH4443
 AH4443;                    North         East    Units  Estimated Accuracy
 AH4443;SPC MN S     -   308,700.6     874,863.4     MT  (+/- 3 meters HH1 GPS) 
 AH4443
 AH4443_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK9585268996(NAD 83)
 AH4443
 AH4443                          SUPERSEDED SURVEY CONTROL
 AH4443
 AH4443.No superseded survey control is available for this station.
 AH4443
 AH4443_MARKER: DV = VERTICAL CONTROL DISK
 AH4443_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AH4443_SP_SET: BRIDGE WALKWAY
 AH4443_STAMPING: 1985 AR 1989
 AH4443_MARK LOGO: MNDT
 AH4443_PROJECTION: FLUSH
 AH4443_MAGNETIC: N = NO MAGNETIC MATERIAL
 AH4443_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AH4443_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AH4443+SATELLITE: SATELLITE OBSERVATIONS - June 23, 2014
 AH4443
 AH4443  HISTORY     - Date     Condition        Report By
 AH4443  HISTORY     - 1989     MONUMENTED       MNDT
 AH4443  HISTORY     - 20020612 GOOD             USPSQD
 AH4443  HISTORY     - 20050111 GOOD             USPSQD
 AH4443  HISTORY     - 20140623 GOOD             MNDT
 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.
 AH4443
 AH4443                          STATION RECOVERY (2014)
 AH4443
 AH4443'RECOVERY NOTE BY MN DEPT OF TRANSP 2014 (DAS)
 AH4443'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 AH4444 ***********************************************************************
 AH4444  DESIGNATION -  1985 AS
 AH4444  PID         -  AH4444
 AH4444  STATE/COUNTY-  MN/DAKOTA
 AH4444  COUNTRY     -  US
 AH4444  USGS QUAD   -  INVER GROVE HEIGHTS (2019)
 AH4444
 AH4444                         *CURRENT SURVEY CONTROL
 AH4444  ______________________________________________________________________
 AH4444* NAD 83(1986) POSITION- 44 52 27.22   (N) 093 02 32.38   (W)   HD_HELD1
 AH4444* NAVD 88 ORTHO HEIGHT -   251.626 (meters)      825.54  (feet) ADJUSTED
 AH4444  ______________________________________________________________________
 AH4444  GEOID HEIGHT    -        -27.669 (meters)                     GEOID18
 AH4444  DYNAMIC HEIGHT  -        251.620 (meters)      825.52  (feet) COMP
 AH4444  MODELED GRAVITY -    980,586.5   (mgal)                       NAVD 88
 AH4444
 AH4444  VERT ORDER      -  SECOND    CLASS I
 AH4444
 AH4444.The horizontal coordinates were determined by differentially corrected
 AH4444.hand held GPS observations or other comparable positioning techniques
 AH4444.and have an estimated accuracy of +/- 3 meters.
 AH4444
 AH4444.The orthometric height was determined by differential leveling and
 AH4444.adjusted by the NATIONAL GEODETIC SURVEY
 AH4444.in September 2016.
 AH4444
 AH4444.Significant digits in the geoid height do not necessarily reflect accuracy.
 AH4444.GEOID18 height accuracy estimate available here.
 AH4444
 AH4444.Click photographs - Photos may exist for this station.
 AH4444
 AH4444.The dynamic height is computed by dividing the NAVD 88
 AH4444.geopotential number by the normal gravity value computed on the
 AH4444.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH4444.degrees latitude (g = 980.6199 gals.).
 AH4444
 AH4444.The modeled gravity was interpolated from observed gravity values.
 AH4444
 AH4444;                    North         East    Units  Estimated Accuracy
 AH4444;SPC MN S     -   308,693.6     875,668.4     MT  (+/- 3 meters HH1 GPS) 
 AH4444
 AH4444_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK9665668979(NAD 83)
 AH4444
 AH4444                          SUPERSEDED SURVEY CONTROL
 AH4444
 AH4444  NAVD 88 (06/08/00)  251.622  (m)          825.53   (f) SUPERSEDED  2 1
 AH4444
 AH4444.Superseded values are not recommended for survey control.
 AH4444
 AH4444.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH4444.See file dsdata.pdf to determine how the superseded data were derived.
 AH4444
 AH4444_MARKER: DV = VERTICAL CONTROL DISK
 AH4444_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AH4444_SP_SET: BRIDGE WALKWAY
 AH4444_STAMPING: 1985 AS 1989
 AH4444_MARK LOGO: MNHD
 AH4444_PROJECTION: FLUSH
 AH4444_MAGNETIC: N = NO MAGNETIC MATERIAL
 AH4444_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AH4444_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AH4444+SATELLITE: SATELLITE OBSERVATIONS - April 05, 2016
 AH4444
 AH4444  HISTORY     - Date     Condition        Report By
 AH4444  HISTORY     - 1989     MONUMENTED       MNDT
 AH4444  HISTORY     - 20020612 GOOD             USPSQD
 AH4444  HISTORY     - 20040701 GOOD             USPSQD
 AH4444  HISTORY     - 20140623 GOOD             MNDT
 AH4444  HISTORY     - 20160405 GOOD             MNDT
 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.
 AH4444
 AH4444                          STATION RECOVERY (2014)
 AH4444
 AH4444'RECOVERY NOTE BY MN DEPT OF TRANSP 2014 (DAS)
 AH4444'RECOVERED AS DESCRIBED.
 AH4444
 AH4444                          STATION RECOVERY (2016)
 AH4444
 AH4444'RECOVERY NOTE BY MN DEPT OF TRANSP 2016 (DAS)
 AH4444'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 AH4445 ***********************************************************************
 AH4445  DESIGNATION -  1985 AT
 AH4445  PID         -  AH4445
 AH4445  STATE/COUNTY-  MN/DAKOTA
 AH4445  COUNTRY     -  US
 AH4445  USGS QUAD   -  INVER GROVE HEIGHTS (2019)
 AH4445
 AH4445                         *CURRENT SURVEY CONTROL
 AH4445  ______________________________________________________________________
 AH4445* NAD 83(1986) POSITION- 44 52 26.89   (N) 093 02 23.26   (W)   HD_HELD1
 AH4445* NAVD 88 ORTHO HEIGHT -   250.480 (meters)      821.78  (feet) ADJUSTED
 AH4445  ______________________________________________________________________
 AH4445  GEOID HEIGHT    -        -27.678 (meters)                     GEOID18
 AH4445  DYNAMIC HEIGHT  -        250.474 (meters)      821.76  (feet) COMP
 AH4445  MODELED GRAVITY -    980,586.5   (mgal)                       NAVD 88
 AH4445
 AH4445  VERT ORDER      -  SECOND    CLASS I
 AH4445
 AH4445.The horizontal coordinates were determined by differentially corrected
 AH4445.hand held GPS observations or other comparable positioning techniques
 AH4445.and have an estimated accuracy of +/- 3 meters.
 AH4445
 AH4445.The orthometric height was determined by differential leveling and
 AH4445.adjusted by the NATIONAL GEODETIC SURVEY
 AH4445.in September 2016.
 AH4445
 AH4445.Significant digits in the geoid height do not necessarily reflect accuracy.
 AH4445.GEOID18 height accuracy estimate available here.
 AH4445
 AH4445.Click photographs - Photos may exist for this station.
 AH4445
 AH4445.The dynamic height is computed by dividing the NAVD 88
 AH4445.geopotential number by the normal gravity value computed on the
 AH4445.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH4445.degrees latitude (g = 980.6199 gals.).
 AH4445
 AH4445.The modeled gravity was interpolated from observed gravity values.
 AH4445
 AH4445;                    North         East    Units  Estimated Accuracy
 AH4445;SPC MN S     -   308,685.7     875,868.7     MT  (+/- 3 meters HH1 GPS) 
 AH4445
 AH4445_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK9685668969(NAD 83)
 AH4445
 AH4445                          SUPERSEDED SURVEY CONTROL
 AH4445
 AH4445  NAVD 88 (06/08/00)  250.476  (m)          821.77   (f) SUPERSEDED  2 1
 AH4445
 AH4445.Superseded values are not recommended for survey control.
 AH4445
 AH4445.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH4445.See file dsdata.pdf to determine how the superseded data were derived.
 AH4445
 AH4445_MARKER: DR = REFERENCE MARK DISK
 AH4445_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AH4445_SP_SET: BRIDGE WALKWAY
 AH4445_STAMPING: 1985 AT 1989
 AH4445_MARK LOGO: MNDT
 AH4445_PROJECTION: FLUSH
 AH4445_MAGNETIC: N = NO MAGNETIC MATERIAL
 AH4445_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AH4445_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AH4445+SATELLITE: SATELLITE OBSERVATIONS - August 10, 2023
 AH4445
 AH4445  HISTORY     - Date     Condition        Report By
 AH4445  HISTORY     - 1989     MONUMENTED       MNDT
 AH4445  HISTORY     - 20020612 GOOD             USPSQD
 AH4445  HISTORY     - 20040701 GOOD             USPSQD
 AH4445  HISTORY     - 20140623 GOOD             MNDT
 AH4445  HISTORY     - 20160405 GOOD             MNDT
 AH4445  HISTORY     - 20230810 GOOD             MNDT
 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.
 AH4445
 AH4445                          STATION RECOVERY (2014)
 AH4445
 AH4445'RECOVERY NOTE BY MN DEPT OF TRANSP 2014 (DAS)
 AH4445'RECOVERED AS DESCRIBED.
 AH4445
 AH4445                          STATION RECOVERY (2016)
 AH4445
 AH4445'RECOVERY NOTE BY MN DEPT OF TRANSP 2016 (DAS)
 AH4445'RECOVERED IN GOOD CONDITION.
 AH4445
 AH4445                          STATION RECOVERY (2023)
 AH4445
 AH4445'RECOVERY NOTE BY MN DEPT OF TRANSP 2023 (MJS)
 AH4445'AT SOUTH ST. PAUL, IN A WALKWAY AT THE SOUTHEAST CORNER OF FIFTH
 AH4445'STREET BRIDGE NUMBER 19895 OVER INTERSTATE HIGHWAY 494, 31.0 FT (9.4
 AH4445'M) EAST OF FIFTH STREET, 19.3 FT (5.9 M) NORTH OF THE SOUTHEAST CORNER
 AH4445'OF A BRIDGE, 0.6 FT (18 CM) WEST OF A BRIDGE RAILING.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 AH4446 ***********************************************************************
 AH4446  DESIGNATION -  1985 AU
 AH4446  PID         -  AH4446
 AH4446  STATE/COUNTY-  MN/DAKOTA
 AH4446  COUNTRY     -  US
 AH4446  USGS QUAD   -  SAINT PAUL EAST (2019)
 AH4446
 AH4446                         *CURRENT SURVEY CONTROL
 AH4446  ______________________________________________________________________
 AH4446* NAD 83(1986) POSITION- 44 52 33.92   (N) 093 01 49.22   (W)   HD_HELD1
 AH4446* NAVD 88 ORTHO HEIGHT -   227.289 (meters)      745.70  (feet) ADJUSTED
 AH4446  ______________________________________________________________________
 AH4446  GEOID HEIGHT    -        -27.707 (meters)                     GEOID18
 AH4446  DYNAMIC HEIGHT  -        227.284 (meters)      745.68  (feet) COMP
 AH4446  MODELED GRAVITY -    980,586.4   (mgal)                       NAVD 88
 AH4446
 AH4446  VERT ORDER      -  SECOND    CLASS I
 AH4446
 AH4446.The horizontal coordinates were determined by differentially corrected
 AH4446.hand held GPS observations or other comparable positioning techniques
 AH4446.and have an estimated accuracy of +/- 3 meters.
 AH4446
 AH4446.The orthometric height was determined by differential leveling and
 AH4446.adjusted by the NATIONAL GEODETIC SURVEY
 AH4446.in June 2000.
 AH4446
 AH4446.Significant digits in the geoid height do not necessarily reflect accuracy.
 AH4446.GEOID18 height accuracy estimate available here.
 AH4446
 AH4446.Click photographs - Photos may exist for this station.
 AH4446
 AH4446.The dynamic height is computed by dividing the NAVD 88
 AH4446.geopotential number by the normal gravity value computed on the
 AH4446.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH4446.degrees latitude (g = 980.6199 gals.).
 AH4446
 AH4446.The modeled gravity was interpolated from observed gravity values.
 AH4446
 AH4446;                    North         East    Units  Estimated Accuracy
 AH4446;SPC MN S     -   308,911.5     876,613.2     MT  (+/- 3 meters HH1 GPS) 
 AH4446
 AH4446_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK9760369186(NAD 83)
 AH4446
 AH4446                          SUPERSEDED SURVEY CONTROL
 AH4446
 AH4446.No superseded survey control is available for this station.
 AH4446
 AH4446_MARKER: DV = VERTICAL CONTROL DISK
 AH4446_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AH4446_SP_SET: BRIDGE RAILING
 AH4446_STAMPING: 1985 AU 1989
 AH4446_MARK LOGO: MNHD
 AH4446_PROJECTION: FLUSH
 AH4446_MAGNETIC: N = NO MAGNETIC MATERIAL
 AH4446_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AH4446_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AH4446+SATELLITE: SATELLITE OBSERVATIONS - August 10, 2023
 AH4446
 AH4446  HISTORY     - Date     Condition        Report By
 AH4446  HISTORY     - 19890401 MONUMENTED       MNHD
 AH4446  HISTORY     - 20021201 GOOD             USPSQD
 AH4446  HISTORY     - 20040919 GOOD             USPSQD
 AH4446  HISTORY     - 20051129 GOOD             USPSQD
 AH4446  HISTORY     - 20140623 GOOD             MNDT
 AH4446  HISTORY     - 20150408 GOOD             MNDT
 AH4446  HISTORY     - 20230810 GOOD             MNDT
 AH4446
 AH4446                          STATION DESCRIPTION
 AH4446
 AH4446'DESCRIBED BY MN HIGHWAY DEPT 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.
 AH4446
 AH4446                          STATION RECOVERY (2014)
 AH4446
 AH4446'RECOVERY NOTE BY MN DEPT OF TRANSP 2014 (DAS)
 AH4446'IN SOUTH ST PAUL, IN ABUTMENT AT SOUTHEAST CORNER OF EASTBOUND
 AH4446'INTERSTATE HIGHWAY 494 BRIDGE 19865 OVER TRUNK HIGHWAY 56 (CONCORD
 AH4446'STREET), 37.5 FT (11.4 M) SOUTH OF EASTBOUND INTERSTATE HIGHWAY 494,
 AH4446'1.2 FT (0.4 M) WEST OF THE SOUTHEAST CORNER OF BRIDGE RAILING.
 AH4446
 AH4446                          STATION RECOVERY (2015)
 AH4446
 AH4446'RECOVERY NOTE BY MN DEPT OF TRANSP 2015 (DAS)
 AH4446'IN SOUTH ST PAUL, IN BRIDGE RAILING IN SOUTHEAST CORNER OF EASTBOUND
 AH4446'INTERSTATE HIGHWAY 494 BRIDGE NUMBER 19865 OVER TRUNK HIGHWAY 56
 AH4446'(CONCORD STREET), 37.5 FT (11.4 M) SOUTH OF EASTBOUND INTERSTATE
 AH4446'HIGHWAY 494, 1.2 FT (0.4 M) WEST OF THE SOUTHEAST CORNER OF BRIDGE
 AH4446'RAILING.
 AH4446
 AH4446                          STATION RECOVERY (2023)
 AH4446
 AH4446'RECOVERY NOTE BY MN DEPT OF TRANSP 2023 (MJS)
 AH4446'IN SOUTH ST. PAUL, IN A BRIDGE RAILING IN THE SOUTHEAST CORNER OF
 AH4446'EASTBOUND INTERSTATE HIGHWAY 494 BRIDGE NUMBER 19865 OVER TRUNK
 AH4446'HIGHWAY 56 (CONCORD STREET), 37.5 FT (11.4 M) SOUTH OF EASTBOUND
 AH4446'INTERSTATE HIGHWAY 494, 1.2 FT (0.4 M) WEST OF THE SOUTHEAST CORNER OF
 AH4446'A BRIDGE RAILING.  THE SURVEY MARK HAS BEEN DEEMED UNSAFE DUE TO FALL
 AH4446'RISK AND HAS BEEN ABANDONED FOR MNDOT GEODETIC USE.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DP7395 ***********************************************************************
 DP7395  DESIGNATION -  1985 AU 1
 DP7395  PID         -  DP7395
 DP7395  STATE/COUNTY-  MN/DAKOTA
 DP7395  COUNTRY     -  US
 DP7395  USGS QUAD   -  INVER GROVE HEIGHTS (2019)
 DP7395
 DP7395                         *CURRENT SURVEY CONTROL
 DP7395  ______________________________________________________________________
 DP7395* NAD 83(2011) POSITION- 44 52 24.92085(N) 093 01 44.31731(W)   ADJUSTED
 DP7395* NAD 83(2011) ELLIP HT-   190.557 (meters)        (05/18/15)   ADJUSTED
 DP7395* NAD 83(2011) EPOCH   -  2010.00
 DP7395* NAVD 88 ORTHO HEIGHT -   218.291 (meters)      716.18  (feet) ADJUSTED
 DP7395  ______________________________________________________________________
 DP7395  GEOID HEIGHT    -        -27.718 (meters)                     GEOID18
 DP7395  NAD 83(2011) X  -   -239,245.477 (meters)                     COMP
 DP7395  NAD 83(2011) Y  - -4,521,323.063 (meters)                     COMP
 DP7395  NAD 83(2011) Z  -  4,477,538.392 (meters)                     COMP
 DP7395  LAPLACE CORR    -         -9.48  (seconds)                    DEFLEC18
 DP7395  DYNAMIC HEIGHT  -        218.285 (meters)      716.16  (feet) COMP
 DP7395  MODELED GRAVITY -    980,585.8   (mgal)                       NAVD 88
 DP7395
 DP7395  VERT ORDER      -  SECOND    CLASS I
 DP7395
 DP7395  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DP7395  Standards:
 DP7395         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DP7395            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DP7395  -------------------------------------------------------------------
 DP7395  NETWORK    0.65   1.69           0.28   0.25   0.86      0.04404198
 DP7395  -------------------------------------------------------------------
 DP7395  Click here for local accuracies and other accuracy information.
 DP7395
 DP7395.The horizontal coordinates were established by GPS observations
 DP7395.and adjusted by the MN DEPT OF TRANSP in May 2015.
 DP7395
 DP7395.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DP7395.been affixed to the stable North American tectonic plate. See 
 DP7395.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DP7395
 DP7395.The horizontal coordinates are valid at the epoch date displayed above
 DP7395.which is a decimal equivalence of Year/Month/Day.
 DP7395
 DP7395.The orthometric height was determined by differential leveling and
 DP7395.adjusted by the NATIONAL GEODETIC SURVEY
 DP7395.in September 2016.
 DP7395
 DP7395.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP7395.GEOID18 height accuracy estimate available here.
 DP7395
 DP7395.Click photographs - Photos may exist for this station.
 DP7395
 DP7395.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DP7395
 DP7395.The Laplace correction was computed from DEFLEC18 derived deflections.
 DP7395
 DP7395.The ellipsoidal height was determined by GPS observations
 DP7395.and is referenced to NAD 83.
 DP7395
 DP7395.The dynamic height is computed by dividing the NAVD 88
 DP7395.geopotential number by the normal gravity value computed on the
 DP7395.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP7395.degrees latitude (g = 980.6199 gals.).
 DP7395
 DP7395.The modeled gravity was interpolated from observed gravity values.
 DP7395
 DP7395. The following values were computed from the NAD 83(2011) position.
 DP7395
 DP7395;                    North         East     Units Scale Factor Converg.
 DP7395;SPC MN S     -   308,635.061   876,724.080   MT  0.99994310   +0 40 50.2
 DP7395;SPC MN S     - 1,012,580.20  2,876,385.59   sFT  0.99994310   +0 40 50.2
 DP7395;UTM  15      - 4,968,908.319   497,711.150   MT  0.99960006   -0 01 13.6
 DP7395
 DP7395!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DP7395!SPC MN S     -   0.99997012  x   0.99994310  =   0.99991323
 DP7395!UTM  15      -   0.99997012  x   0.99960006  =   0.99957020
 DP7395
 DP7395_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK9771168908(NAD 83)
 DP7395
 DP7395                          SUPERSEDED SURVEY CONTROL
 DP7395
 DP7395.No superseded survey control is available for this station.
 DP7395
 DP7395_MARKER: F = FLANGE-ENCASED ROD
 DP7395_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DP7395_STAMPING: 1985 AU 1 2014
 DP7395_MARK LOGO: MNDT
 DP7395_PROJECTION: PROJECTING 5 CENTIMETERS
 DP7395_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DP7395_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DP7395_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP7395+SATELLITE: SATELLITE OBSERVATIONS - August 10, 2023
 DP7395_ROD/PIPE-DEPTH: 10.4 meters
 DP7395
 DP7395  HISTORY     - Date     Condition        Report By
 DP7395  HISTORY     - 20140715 MONUMENTED       MNDT
 DP7395  HISTORY     - 20150408 GOOD             MNDT
 DP7395  HISTORY     - 20160405 GOOD             MNDT
 DP7395  HISTORY     - 20230810 GOOD             MNDT
 DP7395
 DP7395                          STATION DESCRIPTION
 DP7395
 DP7395'DESCRIBED BY MN DEPT OF TRANSP 2014
 DP7395'IN SOUTH SAINT PAUL, 0.20 MILE SOUTH-SOUTHEAST ALONG COUNTY ROAD 56
 DP7395'FROM THE JUNCTION OF COUNTY ROAD 56 AND TRUNK HIGHWAY 156 AND
 DP7395'INTERSTATE HIGHWAY 494 IN SOUTH SAINT PAUL, JUNCTION IS AT INTERSTATE
 DP7395'HIGHWAY 494 MILE POINT 64.7, 30.3 FEET EAST-NORTHEAST OF COUNTY ROAD
 DP7395'56 FOG LINE, 16.4 FEET EAST-NORTHEAST OF EAST EDGE OF SIDEWALK, 1.5
 DP7395'FEET WEST-SOUTHWEST OF WITNESS POST.
 DP7395
 DP7395                          STATION RECOVERY (2015)
 DP7395
 DP7395'RECOVERY NOTE BY MN DEPT OF TRANSP 2015 (DAS)
 DP7395'IN SOUTH SAINT PAUL, 0.2 MI (0.3 KM) SOUTH-SOUTHEAST ALONG COUNTY ROAD
 DP7395'56  FROM THE JUNCTION OF COUNTY ROAD 56 (TRUNK HIGHWAY 156) AND
 DP7395'INTERSTATE HIGHWAY 494 IN SOUTH SAINT PAUL, JUNCTION AT INTERSTATE
 DP7395'HIGHWAY 494 MILE POINT 64.7, 30.3 FT (9.2 M) EAST-NORTHEAST OF COUNTY
 DP7395'ROAD 56 FOG LINE, 16.4 FT (5.0 M) EAST-NORTHEAST OF EAST EDGE OF
 DP7395'SIDEWALK, 1.5 FT (0.5 M) WEST-SOUTHWEST OF A WITNESS POST.
 DP7395
 DP7395                          STATION RECOVERY (2016)
 DP7395
 DP7395'RECOVERY NOTE BY MN DEPT OF TRANSP 2016 (DAS)
 DP7395'RECOVERED AS DESCRIBED.
 DP7395'
 DP7395'NOTE-THE STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM ROD
 DP7395'DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION REMOVABLE DISK
 DP7395'SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH PVC
 DP7395'PIPE BACK FILLED WITH WASHED SAND.
 DP7395
 DP7395                          STATION RECOVERY (2023)
 DP7395
 DP7395'RECOVERY NOTE BY MN DEPT OF TRANSP 2023 (MJS)
 DP7395'IN SOUTH ST. PAUL, 0.2 MI (0.3 KM) SOUTH-SOUTHEAST ALONG COUNTY ROAD
 DP7395'56 (CONCORD STREET) FROM THE JUNCTION OF COUNTY ROAD 56 AND TRUNK
 DP7395'HIGHWAY 156 AND INTERSTATE HIGHWAY 494 IN THE SOUTH ST. PAUL, AT
 DP7395'INTERSTATE HIGHWAY 494 MILE POINT 64.7, 30.3 FT (9.2 M) EAST-NORTHEAST
 DP7395'OF COUNTY ROAD 56 FOG LINE, 16.4 FT (5.0 M) EAST-NORTHEAST OF THE EAST
 DP7395'EDGE OF A SIDEWALK, 6.0 FT (1.8 M) EAST OF THE WEST EDGE OF A PARKING
 DP7395'LOT, 15.0 FT (4.6 M) EAST OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 AH4418 ***********************************************************************
 AH4418  DESIGNATION -  1985 AX
 AH4418  PID         -  AH4418
 AH4418  STATE/COUNTY-  MN/DAKOTA
 AH4418  COUNTRY     -  US
 AH4418  USGS QUAD   -  SAINT PAUL SW (2019)
 AH4418
 AH4418                         *CURRENT SURVEY CONTROL
 AH4418  ______________________________________________________________________
 AH4418* NAD 83(1986) POSITION- 44 51 43.83   (N) 093 07 45.33   (W)   HD_HELD1
 AH4418* NAVD 88 ORTHO HEIGHT -   277.921 (meters)      911.81  (feet) ADJUSTED
 AH4418  ______________________________________________________________________
 AH4418  GEOID HEIGHT    -        -27.446 (meters)                     GEOID18
 AH4418  DYNAMIC HEIGHT  -        277.912 (meters)      911.78  (feet) COMP
 AH4418  MODELED GRAVITY -    980,578.3   (mgal)                       NAVD 88
 AH4418
 AH4418  VERT ORDER      -  SECOND    CLASS I
 AH4418
 AH4418.The horizontal coordinates were determined by differentially corrected
 AH4418.hand held GPS observations or other comparable positioning techniques
 AH4418.and have an estimated accuracy of +/- 3 meters.
 AH4418
 AH4418.The orthometric height was determined by differential leveling and
 AH4418.adjusted by the NATIONAL GEODETIC SURVEY
 AH4418.in June 2000.
 AH4418
 AH4418.No vertical observational check was made to the station.
 AH4418
 AH4418.Significant digits in the geoid height do not necessarily reflect accuracy.
 AH4418.GEOID18 height accuracy estimate available here.
 AH4418
 AH4418.Click photographs - Photos may exist for this station.
 AH4418
 AH4418.The dynamic height is computed by dividing the NAVD 88
 AH4418.geopotential number by the normal gravity value computed on the
 AH4418.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH4418.degrees latitude (g = 980.6199 gals.).
 AH4418
 AH4418.The modeled gravity was interpolated from observed gravity values.
 AH4418
 AH4418;                    North         East    Units  Estimated Accuracy
 AH4418;SPC MN S     -   307,277.5     868,814.3     MT  (+/- 3 meters HH1 GPS) 
 AH4418
 AH4418_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK8978867648(NAD 83)
 AH4418
 AH4418                          SUPERSEDED SURVEY CONTROL
 AH4418
 AH4418.No superseded survey control is available for this station.
 AH4418
 AH4418_MARKER: DR = REFERENCE MARK DISK
 AH4418_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AH4418_SP_SET: BRIDGE RAILING
 AH4418_STAMPING: 1985 AX 1989
 AH4418_MARK LOGO: MNDT
 AH4418_PROJECTION: FLUSH
 AH4418_MAGNETIC: N = NO MAGNETIC MATERIAL
 AH4418_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AH4418_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AH4418+SATELLITE: SATELLITE OBSERVATIONS - June 23, 2014
 AH4418
 AH4418  HISTORY     - Date     Condition        Report By
 AH4418  HISTORY     - 19890401 MONUMENTED       MNDT
 AH4418  HISTORY     - 20021012 GOOD             USPSQD
 AH4418  HISTORY     - 20050111 GOOD             USPSQD
 AH4418  HISTORY     - 20130528 GOOD             MNDT
 AH4418  HISTORY     - 20140623 GOOD             MNDT
 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
 AH4418
 AH4418                          STATION RECOVERY (2013)
 AH4418
 AH4418'RECOVERY NOTE BY MN DEPT OF TRANSP 2013 (KMS)
 AH4418'IN MENDOTA HEIGHTS, AT INTERSTATE HIGHWAY 494 MILEPOINT 69.9, AT
 AH4418'JUNCTION OF INTERSTATE HIGHWAY 494 AND TRUNK HIGHWAY 149 (DODD ROAD),
 AH4418'IN TOP OF RAILING AT SOUTHEAST CORNER OF TRUNK HIGHWAY 149 BRIDGE
 AH4418'NUMBER 19857 OVER INTERSTATE HIGHWAY 494, 10.4 FEET NORTHWEST OFF
 AH4418'MNDOT CAMERA POLE NUMBER 412, 2.1 FEET NORTH OF SOUTHEAST CORNER OF
 AH4418'BRIDGE RAILING.
 AH4418
 AH4418                          STATION RECOVERY (2014)
 AH4418
 AH4418'RECOVERY NOTE BY MN DEPT OF TRANSP 2014 (DAS)
 AH4418'IN MENDOTA HEIGHTS, AT INTERSTATE HIGHWAY 494 MILE POINT 69.9, AT THE
 AH4418'JUNCTION OF INTERSTATE HIGHWAY 494 AND TRUNK HIGHWAY 149 (DODD ROAD),
 AH4418'IN THE TOP OF RAILING AT SOUTHEAST CORNER OF TRUNK HIGHWAY 149 BRIDGE
 AH4418'NUMBER 19857 OVER INTERSTATE HIGHWAY 494, 10.4 FT (3.2 M) NORTHWEST
 AH4418'OFF MNDOT CAMERA POLE NUMBER 412, 2.1 FT (0.6 M) NORTH OF THE
 AH4418'SOUTHEAST CORNER OF BRIDGE RAILING.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 AH4419 ***********************************************************************
 AH4419  DESIGNATION -  1985 AY
 AH4419  PID         -  AH4419
 AH4419  STATE/COUNTY-  MN/DAKOTA
 AH4419  COUNTRY     -  US
 AH4419  USGS QUAD   -  INVER GROVE HEIGHTS (2019)
 AH4419
 AH4419                         *CURRENT SURVEY CONTROL
 AH4419  ______________________________________________________________________
 AH4419* NAD 83(1986) POSITION- 44 51 40.47   (N) 093 06 28.09   (W)   HD_HELD1
 AH4419* NAVD 88 ORTHO HEIGHT -   269.547 (meters)      884.34  (feet) ADJUSTED
 AH4419  ______________________________________________________________________
 AH4419  GEOID HEIGHT    -        -27.501 (meters)                     GEOID18
 AH4419  DYNAMIC HEIGHT  -        269.539 (meters)      884.31  (feet) COMP
 AH4419  MODELED GRAVITY -    980,579.7   (mgal)                       NAVD 88
 AH4419
 AH4419  VERT ORDER      -  SECOND    CLASS I
 AH4419
 AH4419.The horizontal coordinates were determined by differentially corrected
 AH4419.hand held GPS observations or other comparable positioning techniques
 AH4419.and have an estimated accuracy of +/- 3 meters.
 AH4419
 AH4419.The orthometric height was determined by differential leveling and
 AH4419.adjusted by the NATIONAL GEODETIC SURVEY
 AH4419.in September 2016.
 AH4419
 AH4419.Significant digits in the geoid height do not necessarily reflect accuracy.
 AH4419.GEOID18 height accuracy estimate available here.
 AH4419
 AH4419.Click photographs - Photos may exist for this station.
 AH4419
 AH4419.The dynamic height is computed by dividing the NAVD 88
 AH4419.geopotential number by the normal gravity value computed on the
 AH4419.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH4419.degrees latitude (g = 980.6199 gals.).
 AH4419
 AH4419.The modeled gravity was interpolated from observed gravity values.
 AH4419
 AH4419;                    North         East    Units  Estimated Accuracy
 AH4419;SPC MN S     -   307,192.1     870,511.0     MT  (+/- 3 meters HH1 GPS) 
 AH4419
 AH4419_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK9148367541(NAD 83)
 AH4419
 AH4419                          SUPERSEDED SURVEY CONTROL
 AH4419
 AH4419  NAVD 88 (06/08/00)  269.542  (m)          884.32   (f) SUPERSEDED  2 1
 AH4419
 AH4419.Superseded values are not recommended for survey control.
 AH4419
 AH4419.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH4419.See file dsdata.pdf to determine how the superseded data were derived.
 AH4419
 AH4419_MARKER: DV = VERTICAL CONTROL DISK
 AH4419_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 AH4419_STAMPING: 1985 AY 1989
 AH4419_MARK LOGO: MNDT
 AH4419_PROJECTION: RECESSED 8 CENTIMETERS
 AH4419_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AH4419_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AH4419_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH4419+SATELLITE: SATELLITE OBSERVATIONS - June 17, 2014
 AH4419
 AH4419  HISTORY     - Date     Condition        Report By
 AH4419  HISTORY     - 19890401 MONUMENTED       MNDT
 AH4419  HISTORY     - 20051113 MARK NOT FOUND   USPSQD
 AH4419  HISTORY     - 20130528 GOOD             MNDT
 AH4419  HISTORY     - 20140617 GOOD             MNDT
 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.
 AH4419
 AH4419                          STATION RECOVERY (2013)
 AH4419
 AH4419'RECOVERY NOTE BY MN DEPT OF TRANSP 2013 (KMS)
 AH4419'IN EAGAN, 500 FEET WEST OF JUNCTION OF DELAWARE AVENUE AND INTERSTATE
 AH4419'HIGHWAY 494, AT INTERSTATE HIGHWAY 494 MILEPOINT 68.6, 39.0 FEET
 AH4419'NORTHEAST OF O'NEIL ROAD, 123.0 FEET NORTHEAST OF HIGH TENSION POLE,
 AH4419'100.4 FEET NORTH OF POWER POLE, 1.6 FEET SOUTH-SOUTHWEST OF
 AH4419'RIGHT-OF-WAY FENCE, 1.4 FEET SOUTH-SOUTHWEST OF WITNESS POST.
 AH4419
 AH4419                          STATION RECOVERY (2014)
 AH4419
 AH4419'RECOVERY NOTE BY MN DEPT OF TRANSP 2014 (DAS)
 AH4419'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 PP1299 ***********************************************************************
 PP1299  DESIGNATION -  1985 G
 PP1299  PID         -  PP1299
 PP1299  STATE/COUNTY-  MN/DAKOTA
 PP1299  COUNTRY     -  US
 PP1299  USGS QUAD   -  INVER GROVE HEIGHTS (2019)
 PP1299
 PP1299                         *CURRENT SURVEY CONTROL
 PP1299  ______________________________________________________________________
 PP1299* NAD 83(1986) POSITION- 44 52 09.16   (N) 093 05 36.99   (W)   HD_HELD1
 PP1299* NAVD 88 ORTHO HEIGHT -   308.585 (meters)     1012.42  (feet) ADJUSTED
 PP1299  ______________________________________________________________________
 PP1299  GEOID HEIGHT    -        -27.521 (meters)                     GEOID18
 PP1299  DYNAMIC HEIGHT  -        308.578 (meters)     1012.39  (feet) COMP
 PP1299  MODELED GRAVITY -    980,582.9   (mgal)                       NAVD 88
 PP1299
 PP1299  VERT ORDER      -  SECOND    CLASS I
 PP1299
 PP1299.The horizontal coordinates were determined by differentially corrected
 PP1299.hand held GPS observations or other comparable positioning techniques
 PP1299.and have an estimated accuracy of +/- 3 meters.
 PP1299
 PP1299.The orthometric height was determined by differential leveling and
 PP1299.adjusted by the NATIONAL GEODETIC SURVEY
 PP1299.in September 2016.
 PP1299
 PP1299.Significant digits in the geoid height do not necessarily reflect accuracy.
 PP1299.GEOID18 height accuracy estimate available here.
 PP1299
 PP1299.Click photographs - Photos may exist for this station.
 PP1299
 PP1299.The dynamic height is computed by dividing the NAVD 88
 PP1299.geopotential number by the normal gravity value computed on the
 PP1299.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP1299.degrees latitude (g = 980.6199 gals.).
 PP1299
 PP1299.The modeled gravity was interpolated from observed gravity values.
 PP1299
 PP1299;                    North         East    Units  Estimated Accuracy
 PP1299;SPC MN S     -   308,089.9     871,622.9     MT  (+/- 3 meters HH1 GPS) 
 PP1299
 PP1299_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK9260568425(NAD 83)
 PP1299
 PP1299                          SUPERSEDED SURVEY CONTROL
 PP1299
 PP1299  NAVD 88 (06/15/91)  308.582  (m)         1012.41   (f) SUPERSEDED  2 0
 PP1299
 PP1299.Superseded values are not recommended for survey control.
 PP1299
 PP1299.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PP1299.See file dsdata.pdf to determine how the superseded data were derived.
 PP1299
 PP1299_MARKER: DV = VERTICAL CONTROL DISK
 PP1299_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 PP1299_STAMPING: 1985 G 1977
 PP1299_MARK LOGO: MNHD
 PP1299_PROJECTION: FLUSH
 PP1299_MAGNETIC: I = MARKER IS A STEEL ROD
 PP1299_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PP1299_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 PP1299+SATELLITE: SATELLITE OBSERVATIONS - August 03, 2023
 PP1299
 PP1299  HISTORY     - Date     Condition        Report By
 PP1299  HISTORY     - 19770401 MONUMENTED       MNHD
 PP1299  HISTORY     - 20021213 GOOD             USPSQD
 PP1299  HISTORY     - 20040918 GOOD             USPSQD
 PP1299  HISTORY     - 20051129 GOOD             USPSQD
 PP1299  HISTORY     - 20140924 GOOD             MNDT
 PP1299  HISTORY     - 20230803 GOOD             MNDT
 PP1299
 PP1299                          STATION DESCRIPTION
 PP1299
 PP1299'DESCRIBED BY MN HIGHWAY DEPT 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.
 PP1299
 PP1299                          STATION RECOVERY (2014)
 PP1299
 PP1299'RECOVERY NOTE BY MN DEPT OF TRANSP 2014 (DDS)
 PP1299'THE STATION IS LOCATED ABOUT 5.4 MI (8.7 KM) WEST-NORTHWEST OF SAINT
 PP1299'PAUL PARK, 5.2 MI (8.4 KM) SOUTH OF SAINT PAUL AND 2.9 MI (4.7 KM)
 PP1299'WEST-NORTHWEST OF INVER GROVE HEIGHTS.
 PP1299'
 PP1299'TO REACH THE MARK GO 0.77 MI (1.2 KM) SOUTH ALONG DELAWARE AVENUE FROM
 PP1299'THE JUNCTION OF DELAWARE AVENUE AND TRUNK HIGHWAY 10, 0.7 MI (1.1 KM)
 PP1299'EAST ALONG SALEM CHURCH ROAD.
 PP1299'
 PP1299'THE MARK IS LOCATED 30.5 FT (9.3 M) NORTH OF SALEM CHURCH ROAD, 24.0
 PP1299'FT (7.3 M) EAST OF A PRIVATE DRIVE HOUSE NUMBER 233 AND FIRE NUMBER
 PP1299'955, 60.0 FT (18.3 M) NORTH OF POWER POLE, 12.0 FT (3.7 M) SOUTHWEST
 PP1299'OF 12 INCH WHITE PINE TREE, 1.0 FT (0.3 M) SOUTH OF A WITNESS POST.
 PP1299
 PP1299                          STATION RECOVERY (2023)
 PP1299
 PP1299'RECOVERY NOTE BY MN DEPT OF TRANSP 2023 (MJS)
 PP1299'IN INVER GROVE HEIGHTS, 0.77 MI (1.24 KM) SOUTH ALONG DELAWARE AVENUE
 PP1299'FROM THE JUNCTION OF DELAWARE AVENUE AND TRUNK HIGHWAY 10, 0.7 MI (1.1
 PP1299'KM) EAST ALONG SALEM CHURCH ROAD, 30.5 FT (9.3 M) NORTH OF SALEM
 PP1299'CHURCH ROAD, 24.0 FT (7.3 M) EAST OF A PRIVATE DRIVE HOUSE NUMBER 233
 PP1299'AND FIRE NUMBER 955, 60.0 FT (18.3 M) NORTH OF A POWER POLE, 12.0 FT
 PP1299'(3.7 M) SOUTHWEST OF A 12.0 INCH (30 CM) DIAMETER WHITE PINE TREE, 1.0
 PP1299'FT (0.3 M) SOUTH OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 PP1308 ***********************************************************************
 PP1308  DESIGNATION -  1985 M
 PP1308  PID         -  PP1308
 PP1308  STATE/COUNTY-  MN/DAKOTA
 PP1308  COUNTRY     -  US
 PP1308  USGS QUAD   -  SAINT PAUL SW (2019)
 PP1308
 PP1308                         *CURRENT SURVEY CONTROL
 PP1308  ______________________________________________________________________
 PP1308* NAD 83(1986) POSITION- 44 51 39.68   (N) 093 10 31.58   (W)   HD_HELD1
 PP1308* NAVD 88 ORTHO HEIGHT -   235.663 (meters)      773.17  (feet) ADJUSTED
 PP1308  ______________________________________________________________________
 PP1308  GEOID HEIGHT    -        -27.345 (meters)                     GEOID18
 PP1308  DYNAMIC HEIGHT  -        235.655 (meters)      773.14  (feet) COMP
 PP1308  MODELED GRAVITY -    980,576.2   (mgal)                       NAVD 88
 PP1308
 PP1308  VERT ORDER      -  SECOND    CLASS I
 PP1308
 PP1308.The horizontal coordinates were determined by differentially corrected
 PP1308.hand held GPS observations or other comparable positioning techniques
 PP1308.and have an estimated accuracy of +/- 3 meters.
 PP1308
 PP1308.The orthometric height was determined by differential leveling and
 PP1308.adjusted by the NATIONAL GEODETIC SURVEY
 PP1308.in August 2013.
 PP1308
 PP1308.Significant digits in the geoid height do not necessarily reflect accuracy.
 PP1308.GEOID18 height accuracy estimate available here.
 PP1308
 PP1308.Click photographs - Photos may exist for this station.
 PP1308
 PP1308.The dynamic height is computed by dividing the NAVD 88
 PP1308.geopotential number by the normal gravity value computed on the
 PP1308.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP1308.degrees latitude (g = 980.6199 gals.).
 PP1308
 PP1308.The modeled gravity was interpolated from observed gravity values.
 PP1308
 PP1308;                    North         East    Units  Estimated Accuracy
 PP1308;SPC MN S     -   307,111.6     865,166.1     MT  (+/- 3 meters HH1 GPS) 
 PP1308
 PP1308_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK8613967526(NAD 83)
 PP1308
 PP1308                          SUPERSEDED SURVEY CONTROL
 PP1308
 PP1308  NAVD 88 (06/15/91)  235.665  (m)          773.18   (f) SUPERSEDED  2 0
 PP1308
 PP1308.Superseded values are not recommended for survey control.
 PP1308
 PP1308.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PP1308.See file dsdata.pdf to determine how the superseded data were derived.
 PP1308
 PP1308_MARKER: DB = BENCH MARK DISK
 PP1308_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 PP1308_SP_SET: BRIDGE ABUTMENT
 PP1308_STAMPING: 1985 M 1977
 PP1308_MARK LOGO: MNHD
 PP1308_PROJECTION: FLUSH
 PP1308_MAGNETIC: N = NO MAGNETIC MATERIAL
 PP1308_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PP1308_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 PP1308+SATELLITE: SATELLITE OBSERVATIONS - August 01, 2023
 PP1308
 PP1308  HISTORY     - Date     Condition        Report By
 PP1308  HISTORY     - 19770401 MONUMENTED       MNDT
 PP1308  HISTORY     - 1980     GOOD             MNDT
 PP1308  HISTORY     - 19881130 GOOD             MNDT
 PP1308  HISTORY     - 20040925 GOOD             USPSQD
 PP1308  HISTORY     - 20110920 GOOD             MNDT
 PP1308  HISTORY     - 20140623 GOOD             MNDT
 PP1308  HISTORY     - 20230801 GOOD             MNDT
 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.
 PP1308
 PP1308                          STATION RECOVERY (2011)
 PP1308
 PP1308'RECOVERY NOTE BY MN DEPT OF TRANSP 2011 (AKJ)
 PP1308'THE BENCH MARK IS LOCATED ABOUT 11.3 KM (7.0 MI) SOUTHWEST OF SAINT
 PP1308'PAUL, 10.6 KM (6.6 MI) WEST OF INVER GROVE HEIGHTS AND 10.0 KM (6.2
 PP1308'MI) EAST-NORTHEAST OF BLOOMINGTON IN EAGAN.
 PP1308'
 PP1308'IN EAGAN, AT THE JUNCTION OF INTERSTATE HIGHWAY 494 AND TRUNK HIGHWAY
 PP1308'13, IN SOUTHEAST CORNER OF INTERSTATE HIGHWAY 494 BRIDGE NUMBER 19825
 PP1308'OVER TRUNK HIGHWAY 13.
 PP1308'
 PP1308'THE BENCH MARK IS FOUND 63.0 FT (19.2 M) SOUTH OF THE CONCRETE MEDIAN.
 PP1308
 PP1308                          STATION RECOVERY (2014)
 PP1308
 PP1308'RECOVERY NOTE BY MN DEPT OF TRANSP 2014 (DAS)
 PP1308'RECOVERED AS DESCRIBED.
 PP1308
 PP1308                          STATION RECOVERY (2023)
 PP1308
 PP1308'RECOVERY NOTE BY MN DEPT OF TRANSP 2023 (MJS)
 PP1308'IN EAGAN, AT THE JUNCTION OF INTERSTATE HIGHWAY 494 AND TRUNK HIGHWAY
 PP1308'13, IN THE SOUTHEAST CORNER OF INTERSTATE HIGHWAY 494 BRIDGE NUMBER
 PP1308'19825 OVER TRUNK HIGHWAY 13, 63.0 FT (19.2 M) SOUTH OF A CONCRETE
 PP1308'MEDIAN.
 PP1308'
 PP1308'THE SURVEY MARK HAS BEEN DEEMED UNSAFE DUE TO FALL RISK AND HAS BEEN
 PP1308'ABANDONED FOR MNDOT GEODETIC USE.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 AH4400 ***********************************************************************
 AH4400  DESIGNATION -  1985 Q 1
 AH4400  PID         -  AH4400
 AH4400  STATE/COUNTY-  MN/DAKOTA
 AH4400  COUNTRY     -  US
 AH4400  USGS QUAD   -  SAINT PAUL SW (2019)
 AH4400
 AH4400                         *CURRENT SURVEY CONTROL
 AH4400  ______________________________________________________________________
 AH4400* NAD 83(1986) POSITION- 44 51 45.83   (N) 093 08 54.30   (W)   HD_HELD1
 AH4400* NAVD 88 ORTHO HEIGHT -   266.668 (meters)      874.89  (feet) ADJUSTED
 AH4400  ______________________________________________________________________
 AH4400  GEOID HEIGHT    -        -27.399 (meters)                     GEOID18
 AH4400  DYNAMIC HEIGHT  -        266.659 (meters)      874.86  (feet) COMP
 AH4400  MODELED GRAVITY -    980,577.3   (mgal)                       NAVD 88
 AH4400
 AH4400  VERT ORDER      -  SECOND    CLASS I
 AH4400
 AH4400.The horizontal coordinates were determined by differentially corrected
 AH4400.hand held GPS observations or other comparable positioning techniques
 AH4400.and have an estimated accuracy of +/- 3 meters.
 AH4400
 AH4400.The orthometric height was determined by differential leveling and
 AH4400.adjusted by the NATIONAL GEODETIC SURVEY
 AH4400.in June 2000.
 AH4400
 AH4400.Significant digits in the geoid height do not necessarily reflect accuracy.
 AH4400.GEOID18 height accuracy estimate available here.
 AH4400
 AH4400.Click photographs - Photos may exist for this station.
 AH4400
 AH4400.The dynamic height is computed by dividing the NAVD 88
 AH4400.geopotential number by the normal gravity value computed on the
 AH4400.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH4400.degrees latitude (g = 980.6199 gals.).
 AH4400
 AH4400.The modeled gravity was interpolated from observed gravity values.
 AH4400
 AH4400;                    North         East    Units  Estimated Accuracy
 AH4400;SPC MN S     -   307,323.3     867,299.7     MT  (+/- 3 meters HH1 GPS) 
 AH4400
 AH4400_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK8827467712(NAD 83)
 AH4400
 AH4400                          SUPERSEDED SURVEY CONTROL
 AH4400
 AH4400.No superseded survey control is available for this station.
 AH4400
 AH4400_MARKER: DV = VERTICAL CONTROL DISK
 AH4400_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AH4400_SP_SET: BRIDGE RAILING
 AH4400_STAMPING: 1985 Q 1 1988
 AH4400_MARK LOGO: MNHD
 AH4400_PROJECTION: FLUSH
 AH4400_MAGNETIC: N = NO MAGNETIC MATERIAL
 AH4400_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AH4400_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AH4400+SATELLITE: SATELLITE OBSERVATIONS - June 12, 2014
 AH4400
 AH4400  HISTORY     - Date     Condition        Report By
 AH4400  HISTORY     - 19880401 MONUMENTED       MNHD
 AH4400  HISTORY     - 20021012 GOOD             USPSQD
 AH4400  HISTORY     - 20050112 GOOD             USPSQD
 AH4400  HISTORY     - 20140612 GOOD             MNDT
 AH4400
 AH4400                          STATION DESCRIPTION
 AH4400
 AH4400'DESCRIBED BY MN HIGHWAY DEPT 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.
 AH4400
 AH4400                          STATION RECOVERY (2014)
 AH4400
 AH4400'RECOVERY NOTE BY MN DEPT OF TRANSP 2014 (DAS)
 AH4400'IN MENDOTA HEIGHTS, IN BRIDGE RAILING IN NORTHWEST CORNER OF WESTBOUND
 AH4400'INTERSTATE HIGHWAY 494 BRIDGE 19897 OVER WESTBOUND INTERSTATE HIGHWAY
 AH4400'494 CONNECTOR TO SOUTHBOUND 35E, AT INTERSTATE HIGHWAY 494 MILE POINT
 AH4400'70.8, 31.0 FT (9.4 M) NORTH OF WESTBOUND INTERSTATE HIGHWAY 494, 31.2
 AH4400'FT (9.5 M) EAST OF THE NORTHWEST CORNER OF RAILING ON BRIDGE.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 AH4401 ***********************************************************************
 AH4401  DESIGNATION -  1985 R 1
 AH4401  PID         -  AH4401
 AH4401  STATE/COUNTY-  MN/DAKOTA
 AH4401  COUNTRY     -  US
 AH4401  USGS QUAD   -  SAINT PAUL SW (2019)
 AH4401
 AH4401                         *CURRENT SURVEY CONTROL
 AH4401  ______________________________________________________________________
 AH4401* NAD 83(1986) POSITION- 44 51 45.55   (N) 093 08 52.32   (W)   HD_HELD1
 AH4401* NAVD 88 ORTHO HEIGHT -   266.197 (meters)      873.35  (feet) ADJUSTED
 AH4401  ______________________________________________________________________
 AH4401  GEOID HEIGHT    -        -27.400 (meters)                     GEOID18
 AH4401  DYNAMIC HEIGHT  -        266.188 (meters)      873.32  (feet) COMP
 AH4401  MODELED GRAVITY -    980,577.4   (mgal)                       NAVD 88
 AH4401
 AH4401  VERT ORDER      -  SECOND    CLASS I
 AH4401
 AH4401.The horizontal coordinates were determined by differentially corrected
 AH4401.hand held GPS observations or other comparable positioning techniques
 AH4401.and have an estimated accuracy of +/- 3 meters.
 AH4401
 AH4401.The orthometric height was determined by differential leveling and
 AH4401.adjusted by the NATIONAL GEODETIC SURVEY
 AH4401.in June 2000.
 AH4401
 AH4401.Significant digits in the geoid height do not necessarily reflect accuracy.
 AH4401.GEOID18 height accuracy estimate available here.
 AH4401
 AH4401.Click photographs - Photos may exist for this station.
 AH4401
 AH4401.The dynamic height is computed by dividing the NAVD 88
 AH4401.geopotential number by the normal gravity value computed on the
 AH4401.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH4401.degrees latitude (g = 980.6199 gals.).
 AH4401
 AH4401.The modeled gravity was interpolated from observed gravity values.
 AH4401
 AH4401;                    North         East    Units  Estimated Accuracy
 AH4401;SPC MN S     -   307,315.1     867,343.2     MT  (+/- 3 meters HH1 GPS) 
 AH4401
 AH4401_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK8831867703(NAD 83)
 AH4401
 AH4401                          SUPERSEDED SURVEY CONTROL
 AH4401
 AH4401.No superseded survey control is available for this station.
 AH4401
 AH4401_MARKER: DV = VERTICAL CONTROL DISK
 AH4401_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AH4401_SP_SET: BRIDGE RAILING
 AH4401_STAMPING: 1985 R 1 1988
 AH4401_MARK LOGO: MNHD
 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 NOT SUITABLE FOR
 AH4401+SATELLITE: SATELLITE OBSERVATIONS - June 23, 2014
 AH4401
 AH4401  HISTORY     - Date     Condition        Report By
 AH4401  HISTORY     - 19880401 MONUMENTED       MNHD
 AH4401  HISTORY     - 20021012 GOOD             USPSQD
 AH4401  HISTORY     - 20050112 GOOD             USPSQD
 AH4401  HISTORY     - 20140623 GOOD             MNDT
 AH4401
 AH4401                          STATION DESCRIPTION
 AH4401
 AH4401'DESCRIBED BY MN HIGHWAY DEPT 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.
 AH4401
 AH4401                          STATION RECOVERY (2014)
 AH4401
 AH4401'RECOVERY NOTE BY MN DEPT OF TRANSP 2014 (DAS)
 AH4401'IN MENDOTA HEIGHTS, AT INTERSTATE HIGHWAY 494 MILE POINT 70.8, IN THE
 AH4401'TOP OF RAILING AT SOUTHEAST CORNER OF WESTBOUND INTERSTATE HIGHWAY 494
 AH4401'BRIDGE 19897 OVER WESTBOUND INTERSTATE HIGHWAY 494 CONNECTOR TO
 AH4401'SOUTHBOUND INTERSTATE HIGHWAY 35 EAST, 30.5 FT (9.3 M) SOUTH OF
 AH4401'WESTBOUND INTERSTATE HIGHWAY 494, 32.2 FT (9.8 M) WEST OF THE
 AH4401'SOUTHEAST CORNER OF SOUTH BRIDGE RAILING.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 AH4402 ***********************************************************************
 AH4402  DESIGNATION -  1985 S 1
 AH4402  PID         -  AH4402
 AH4402  STATE/COUNTY-  MN/DAKOTA
 AH4402  COUNTRY     -  US
 AH4402  USGS QUAD   -  SAINT PAUL SW (2019)
 AH4402
 AH4402                         *CURRENT SURVEY CONTROL
 AH4402  ______________________________________________________________________
 AH4402* NAD 83(1986) POSITION- 44 51 44.36   (N) 093 08 52.58   (W)   HD_HELD1
 AH4402* NAVD 88 ORTHO HEIGHT -   265.267 (meters)      870.30  (feet) ADJUSTED
 AH4402  ______________________________________________________________________
 AH4402  GEOID HEIGHT    -        -27.401 (meters)                     GEOID18
 AH4402  DYNAMIC HEIGHT  -        265.258 (meters)      870.27  (feet) COMP
 AH4402  MODELED GRAVITY -    980,577.3   (mgal)                       NAVD 88
 AH4402
 AH4402  VERT ORDER      -  SECOND    CLASS I
 AH4402
 AH4402.The horizontal coordinates were determined by differentially corrected
 AH4402.hand held GPS observations or other comparable positioning techniques
 AH4402.and have an estimated accuracy of +/- 3 meters.
 AH4402
 AH4402.The orthometric height was determined by differential leveling and
 AH4402.adjusted by the NATIONAL GEODETIC SURVEY
 AH4402.in June 2000.
 AH4402
 AH4402.Significant digits in the geoid height do not necessarily reflect accuracy.
 AH4402.GEOID18 height accuracy estimate available here.
 AH4402
 AH4402.Click photographs - Photos may exist for this station.
 AH4402
 AH4402.The dynamic height is computed by dividing the NAVD 88
 AH4402.geopotential number by the normal gravity value computed on the
 AH4402.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH4402.degrees latitude (g = 980.6199 gals.).
 AH4402
 AH4402.The modeled gravity was interpolated from observed gravity values.
 AH4402
 AH4402;                    North         East    Units  Estimated Accuracy
 AH4402;SPC MN S     -   307,278.3     867,337.9     MT  (+/- 3 meters HH1 GPS) 
 AH4402
 AH4402_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK8831267666(NAD 83)
 AH4402
 AH4402                          SUPERSEDED SURVEY CONTROL
 AH4402
 AH4402.No superseded survey control is available for this station.
 AH4402
 AH4402_MARKER: DV = VERTICAL CONTROL DISK
 AH4402_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AH4402_SP_SET: BRIDGE RAILING
 AH4402_STAMPING: 1985 S 1 1988
 AH4402_MARK LOGO: MNHD
 AH4402_PROJECTION: FLUSH
 AH4402_MAGNETIC: N = NO MAGNETIC MATERIAL
 AH4402_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AH4402_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AH4402+SATELLITE: SATELLITE OBSERVATIONS - June 12, 2014
 AH4402
 AH4402  HISTORY     - Date     Condition        Report By
 AH4402  HISTORY     - 19880401 MONUMENTED       MNHD
 AH4402  HISTORY     - 20021012 GOOD             USPSQD
 AH4402  HISTORY     - 20140612 GOOD             MNDT
 AH4402
 AH4402                          STATION DESCRIPTION
 AH4402
 AH4402'DESCRIBED BY MN HIGHWAY DEPT 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.
 AH4402
 AH4402                          STATION RECOVERY (2014)
 AH4402
 AH4402'RECOVERY NOTE BY MN DEPT OF TRANSP 2014 (DAS)
 AH4402'IN MENDOTA HEIGHTS, AT INTERSTATE HIGHWAY 494 MILE POINT 70.8, IN THE
 AH4402'TOP OF RAILING AT SOUTHEAST CORNER OF EASTBOUND INTERSTATE HIGHWAY 494
 AH4402'BRIDGE 19898 OVER WESTBOUND INTERSTATE HIGHWAY 494 CONNECTOR LOOP TO
 AH4402'SOUTHBOUND INTERSTATE HIGHWAY 35 EAST, 36 FT (11.0 M) SOUTH OF
 AH4402'EASTBOUND INTERSTATE HIGHWAY 494, 25.8 FT (7.9 M) WEST OF THE
 AH4402'SOUTHEAST CORNER OF SOUTH BRIDGE RAILING.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 AH4403 ***********************************************************************
 AH4403  DESIGNATION -  1985 T 1
 AH4403  PID         -  AH4403
 AH4403  STATE/COUNTY-  MN/DAKOTA
 AH4403  COUNTRY     -  US
 AH4403  USGS QUAD   -  SAINT PAUL SW (2019)
 AH4403
 AH4403                         *CURRENT SURVEY CONTROL
 AH4403  ______________________________________________________________________
 AH4403* NAD 83(1986) POSITION- 44 51 43.64   (N) 093 08 52.59   (W)   HD_HELD1
 AH4403* NAVD 88 ORTHO HEIGHT -   265.573 (meters)      871.30  (feet) ADJUSTED
 AH4403  ______________________________________________________________________
 AH4403  GEOID HEIGHT    -        -27.401 (meters)                     GEOID18
 AH4403  DYNAMIC HEIGHT  -        265.565 (meters)      871.27  (feet) COMP
 AH4403  MODELED GRAVITY -    980,577.2   (mgal)                       NAVD 88
 AH4403
 AH4403  VERT ORDER      -  SECOND    CLASS I
 AH4403
 AH4403.The horizontal coordinates were determined by differentially corrected
 AH4403.hand held GPS observations or other comparable positioning techniques
 AH4403.and have an estimated accuracy of +/- 3 meters.
 AH4403
 AH4403.The orthometric height was determined by differential leveling and
 AH4403.adjusted by the NATIONAL GEODETIC SURVEY
 AH4403.in June 2000.
 AH4403
 AH4403.Significant digits in the geoid height do not necessarily reflect accuracy.
 AH4403.GEOID18 height accuracy estimate available here.
 AH4403
 AH4403.Click photographs - Photos may exist for this station.
 AH4403
 AH4403.The dynamic height is computed by dividing the NAVD 88
 AH4403.geopotential number by the normal gravity value computed on the
 AH4403.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH4403.degrees latitude (g = 980.6199 gals.).
 AH4403
 AH4403.The modeled gravity was interpolated from observed gravity values.
 AH4403
 AH4403;                    North         East    Units  Estimated Accuracy
 AH4403;SPC MN S     -   307,256.1     867,337.9     MT  (+/- 3 meters HH1 GPS) 
 AH4403
 AH4403_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK8831267644(NAD 83)
 AH4403
 AH4403                          SUPERSEDED SURVEY CONTROL
 AH4403
 AH4403.No superseded survey control is available for this station.
 AH4403
 AH4403_MARKER: DV = VERTICAL CONTROL DISK
 AH4403_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AH4403_SP_SET: BRIDGE RAILING
 AH4403_STAMPING: 1985 T 1 1988
 AH4403_MARK LOGO: MNDT
 AH4403_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AH4403_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AH4403_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH4403+SATELLITE: SATELLITE OBSERVATIONS - October 03, 2011
 AH4403
 AH4403  HISTORY     - Date     Condition        Report By
 AH4403  HISTORY     - 1988     MONUMENTED       MNDT
 AH4403  HISTORY     - 20050112 GOOD             USPSQD
 AH4403  HISTORY     - 20111003 GOOD             MNDT
 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.
 AH4403
 AH4403                          STATION RECOVERY (2011)
 AH4403
 AH4403'RECOVERY NOTE BY MN DEPT OF TRANSP 2011 (AKJ)
 AH4403'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 AH4398 ***********************************************************************
 AH4398  DESIGNATION -  1985 U
 AH4398  PID         -  AH4398
 AH4398  STATE/COUNTY-  MN/DAKOTA
 AH4398  COUNTRY     -  US
 AH4398  USGS QUAD   -  SAINT PAUL SW (2019)
 AH4398
 AH4398                         *CURRENT SURVEY CONTROL
 AH4398  ______________________________________________________________________
 AH4398* NAD 83(1986) POSITION- 44 51 39.36   (N) 093 10 38.50   (W)   HD_HELD1
 AH4398* NAVD 88 ORTHO HEIGHT -   231.070 (meters)      758.10  (feet) ADJUSTED
 AH4398  ______________________________________________________________________
 AH4398  GEOID HEIGHT    -        -27.342 (meters)                     GEOID18
 AH4398  DYNAMIC HEIGHT  -        231.062 (meters)      758.08  (feet) COMP
 AH4398  MODELED GRAVITY -    980,576.3   (mgal)                       NAVD 88
 AH4398
 AH4398  VERT ORDER      -  SECOND    CLASS I
 AH4398
 AH4398.The horizontal coordinates were determined by differentially corrected
 AH4398.hand held GPS observations or other comparable positioning techniques
 AH4398.and have an estimated accuracy of +/- 3 meters.
 AH4398
 AH4398.The orthometric height was determined by differential leveling and
 AH4398.adjusted by the NATIONAL GEODETIC SURVEY
 AH4398.in June 2000.
 AH4398
 AH4398.Significant digits in the geoid height do not necessarily reflect accuracy.
 AH4398.GEOID18 height accuracy estimate available here.
 AH4398
 AH4398.Click photographs - Photos may exist for this station.
 AH4398
 AH4398.The dynamic height is computed by dividing the NAVD 88
 AH4398.geopotential number by the normal gravity value computed on the
 AH4398.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH4398.degrees latitude (g = 980.6199 gals.).
 AH4398
 AH4398.The modeled gravity was interpolated from observed gravity values.
 AH4398
 AH4398;                    North         East    Units  Estimated Accuracy
 AH4398;SPC MN S     -   307,100.2     865,014.3     MT  (+/- 3 meters HH1 GPS) 
 AH4398
 AH4398_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK8598767517(NAD 83)
 AH4398
 AH4398                          SUPERSEDED SURVEY CONTROL
 AH4398
 AH4398.No superseded survey control is available for this station.
 AH4398
 AH4398_MARKER: DB = BENCH MARK DISK
 AH4398_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 AH4398_SP_SET: BRIDGE ABUTMENT
 AH4398_STAMPING: 1985 U 1982
 AH4398_MARK LOGO: MNHD
 AH4398_PROJECTION: FLUSH
 AH4398_MAGNETIC: N = NO MAGNETIC MATERIAL
 AH4398_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AH4398_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AH4398+SATELLITE: SATELLITE OBSERVATIONS - June 23, 2014
 AH4398
 AH4398  HISTORY     - Date     Condition        Report By
 AH4398  HISTORY     - 19820401 MONUMENTED       MNHD
 AH4398  HISTORY     - 20040925 GOOD             USPSQD
 AH4398  HISTORY     - 20080414 GOOD             MNDT
 AH4398  HISTORY     - 20110920 GOOD             MNDT
 AH4398  HISTORY     - 20140623 GOOD             MNDT
 AH4398
 AH4398                          STATION DESCRIPTION
 AH4398
 AH4398'DESCRIBED BY MN HIGHWAY DEPT 1982 (OCO)
 AH4398'THE MARK IS LOCATED IN THE CITY OF EAGAN, AT THE BRIDGE CARRYING
 AH4398'INTERSTATE HIGHWAY 494 AND A PEDESTRIAN BRIDGE OVER A RAILWAY AND
 AH4398'TRUNK HIGHWAY 13, AND IN THE NW 1/4 OF SECTION 4, T27N, R23W.  THE
 AH4398'MARK, A STANDARD MNDT BENCH MARK DISK STAMPED---1985 U 1982---, IS SET
 AH4398'IN THE ABUTMENT AT THE SOUTHWEST CORNER OF THE WALKWAY BRIDGE. THE
 AH4398'MARK IS AT HIGHWAY 494 MILEPOINT 72.15, 2.8 FEET WEST-SOUTHWEST OF A
 AH4398'STEEL POST OVER THE ENCLOSED PEDESTRIAN BRIDGE, 18.9 FEET
 AH4398'EAST-NORTHEAST OF THE (WEST) END FENCE POST, NEAR THE SOUTH FACE OF
 AH4398'THE FENCE, AND 11.0 FEET SOUTH OF A RIGHT - OF - WAY FENCE.
 AH4398
 AH4398                          STATION RECOVERY (2004)
 AH4398
 AH4398'RECOVERY NOTE BY US POWER SQUADRON 2004 (JRD)
 AH4398'RECOVERED IN GOOD CONDITION AS DESCRIBED. SPSPS JRD.
 AH4398
 AH4398                          STATION RECOVERY (2008)
 AH4398
 AH4398'RECOVERY NOTE BY MN DEPT OF TRANSP 2008 (VWC)
 AH4398'THE MARK IS LOCATED ABOUT 7.1 MI (11.4 KM) SOUTHWEST OF SAINT PAUL,
 AH4398'6.7 MI (10.8 KM) WEST OF INVER GROVE HEIGHTS AND 6.1 MI (9.8 KM)
 AH4398'EAST-NORTHEAST OF BLOOMINGTON.
 AH4398'
 AH4398'TO REACH TO THE MARK, AT EAGAN, IN ABUTMENT AT SOUTHWEST CORNER OF
 AH4398'PEDESTRIAN BRIDGE 19825 OVER TRUNK HIGHWAY 13 AND RAILROAD, AT
 AH4398'INTERSTATE HIGHWAY 494 MILE POINT 72.15, 2.8 FT (0.9 M) WEST-SOUTHWEST
 AH4398'OF STEEL POST OVER ENCLOSED PEDESTRIAN BRIDGE, 18.9 FT (5.8 M)
 AH4398'EAST-NORTHEAST OF WEST END FENCE POST, NEAR SOUTH FACE OF A FENCE.
 AH4398
 AH4398                          STATION RECOVERY (2011)
 AH4398
 AH4398'RECOVERY NOTE BY MN DEPT OF TRANSP 2011 (AKJ)
 AH4398'RECOVERED AS DESCRIBED.
 AH4398
 AH4398                          STATION RECOVERY (2014)
 AH4398
 AH4398'RECOVERY NOTE BY MN DEPT OF TRANSP 2014 (DAS)
 AH4398'IN EAGAN, IN ABUTMENT AT SOUTHWEST CORNER OF PEDESTRIAN BRIDGE NUMBER
 AH4398'19825 OVER TRUNK HIGHWAY 13 AND RAILROAD, AT INTERSTATE HIGHWAY 494
 AH4398'MILE POINT 72.15, 2.8 FT (0.9 M) WEST-SOUTHWEST OF STEEL POST OVER
 AH4398'ENCLOSED PEDESTRIAN BRIDGE, 18.9 FT (5.8 M) EAST-NORTHEAST OF WEST END
 AH4398'FENCE POST, NEAR SOUTH FACE OF A FENCE.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 AH4379 ***********************************************************************
 AH4379  DESIGNATION -  1985 U 1
 AH4379  PID         -  AH4379
 AH4379  STATE/COUNTY-  MN/DAKOTA
 AH4379  COUNTRY     -  US
 AH4379  USGS QUAD   -  SAINT PAUL SW (2019)
 AH4379
 AH4379                         *CURRENT SURVEY CONTROL
 AH4379  ______________________________________________________________________
 AH4379* NAD 83(1986) POSITION- 44 51 44.21   (N) 093 08 40.11   (W)   HD_HELD1
 AH4379* NAVD 88 ORTHO HEIGHT -   267.277 (meters)      876.89  (feet) ADJUSTED
 AH4379  ______________________________________________________________________
 AH4379  GEOID HEIGHT    -        -27.409 (meters)                     GEOID18
 AH4379  DYNAMIC HEIGHT  -        267.268 (meters)      876.86  (feet) COMP
 AH4379  MODELED GRAVITY -    980,577.4   (mgal)                       NAVD 88
 AH4379
 AH4379  VERT ORDER      -  SECOND    CLASS I
 AH4379
 AH4379.The horizontal coordinates were determined by differentially corrected
 AH4379.hand held GPS observations or other comparable positioning techniques
 AH4379.and have an estimated accuracy of +/- 3 meters.
 AH4379
 AH4379.The orthometric height was determined by differential leveling and
 AH4379.adjusted by the NATIONAL GEODETIC SURVEY
 AH4379.in June 2000.
 AH4379
 AH4379.Significant digits in the geoid height do not necessarily reflect accuracy.
 AH4379.GEOID18 height accuracy estimate available here.
 AH4379
 AH4379.Click photographs - Photos may exist for this station.
 AH4379
 AH4379.The dynamic height is computed by dividing the NAVD 88
 AH4379.geopotential number by the normal gravity value computed on the
 AH4379.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH4379.degrees latitude (g = 980.6199 gals.).
 AH4379
 AH4379.The modeled gravity was interpolated from observed gravity values.
 AH4379
 AH4379;                    North         East    Units  Estimated Accuracy
 AH4379;SPC MN S     -   307,276.5     867,611.7     MT  (+/- 3 meters HH1 GPS) 
 AH4379
 AH4379_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK8858567661(NAD 83)
 AH4379
 AH4379                          SUPERSEDED SURVEY CONTROL
 AH4379
 AH4379.No superseded survey control is available for this station.
 AH4379
 AH4379_MARKER: DV = VERTICAL CONTROL DISK
 AH4379_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AH4379_SP_SET: BRIDGE RAILING
 AH4379_STAMPING: 1985 U 1 1988
 AH4379_MARK LOGO: MNHD
 AH4379_PROJECTION: FLUSH
 AH4379_MAGNETIC: N = NO MAGNETIC MATERIAL
 AH4379_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AH4379_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AH4379+SATELLITE: SATELLITE OBSERVATIONS - August 02, 2023
 AH4379
 AH4379  HISTORY     - Date     Condition        Report By
 AH4379  HISTORY     - 19880401 MONUMENTED       MNHD
 AH4379  HISTORY     - 20021012 GOOD             USPSQD
 AH4379  HISTORY     - 20050112 GOOD             USPSQD
 AH4379  HISTORY     - 20140612 GOOD             MNDT
 AH4379  HISTORY     - 20230802 GOOD             MNDT
 AH4379
 AH4379                          STATION DESCRIPTION
 AH4379
 AH4379'DESCRIBED BY MN HIGHWAY DEPT 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.
 AH4379
 AH4379                          STATION RECOVERY (2014)
 AH4379
 AH4379'RECOVERY NOTE BY MN DEPT OF TRANSP 2014 (DAS)
 AH4379'IN EAGAN, AT THE JUNCTION OF INTERSTATE HIGHWAY 494 AND INTERSTATE
 AH4379'HIGHWAY 35 EAST, IN THE TOP OF RAILING AT SOUTHEAST CORNER OF
 AH4379'EASTBOUND INTERSTATE HIGHWAY 494 BRIDGE 19878 OVER INTERSTATE HIGHWAY
 AH4379'35 EAST AND CONNECTOR TO NORTHBOUND INTERSTATE HIGHWAY 35 EAST, 16.5
 AH4379'FT (5.0 M) SOUTH OF INTERSTATE HIGHWAY 494 RAMP TO NORTHBOUND
 AH4379'INTERSTATE HIGHWAY 35 EAST, 27.7 FT (8.4 M) WEST OF THE SOUTHEAST
 AH4379'CORNER OF SOUTH RAILING ON BRIDGE.
 AH4379
 AH4379                          STATION RECOVERY (2023)
 AH4379
 AH4379'RECOVERY NOTE BY MN DEPT OF TRANSP 2023 (MJS)
 AH4379'IN EAGAN, AT THE JUNCTION OF INTERSTATE HIGHWAY 494 AND INTERSTATE
 AH4379'HIGHWAY 35 EAST, IN THE TOP OF A RAILING AT THE SOUTHEAST CORNER OF
 AH4379'EASTBOUND INTERSTATE HIGHWAY 494 BRIDGE NUMBER 19878 OVER INTERSTATE
 AH4379'HIGHWAY 35 EAST AND CONNECTOR TO NORTHBOUND INTERSTATE HIGHWAY 35
 AH4379'EAST, 16.5 FT (5.0 M) SOUTH OF INTERSTATE HIGHWAY 494 RAMP TO
 AH4379'NORTHBOUND INTERSTATE HIGHWAY 35 EAST, 27.7 FT (8.4 M) WEST OF THE
 AH4379'SOUTHEAST CORNER OF THE SOUTH RAILING ON A BRIDGE.  THE SURVEY MARK
 AH4379'HAS BEEN DEEMED UNSAFE DUE TO FALL RISK AND HAS BEEN ABANDONED FOR
 AH4379'MNDOT GEODETIC USE.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 AH4404 ***********************************************************************
 AH4404  DESIGNATION -  1985 V 1
 AH4404  PID         -  AH4404
 AH4404  STATE/COUNTY-  MN/DAKOTA
 AH4404  COUNTRY     -  US
 AH4404  USGS QUAD   -  SAINT PAUL SW (2019)
 AH4404
 AH4404                         *CURRENT SURVEY CONTROL
 AH4404  ______________________________________________________________________
 AH4404* NAD 83(1986) POSITION- 44 51 45.16   (N) 093 08 39.77   (W)   HD_HELD1
 AH4404* NAVD 88 ORTHO HEIGHT -   267.856 (meters)      878.79  (feet) ADJUSTED
 AH4404  ______________________________________________________________________
 AH4404  GEOID HEIGHT    -        -27.409 (meters)                     GEOID18
 AH4404  DYNAMIC HEIGHT  -        267.848 (meters)      878.76  (feet) COMP
 AH4404  MODELED GRAVITY -    980,577.5   (mgal)                       NAVD 88
 AH4404
 AH4404  VERT ORDER      -  SECOND    CLASS I
 AH4404
 AH4404.The horizontal coordinates were determined by differentially corrected
 AH4404.hand held GPS observations or other comparable positioning techniques
 AH4404.and have an estimated accuracy of +/- 3 meters.
 AH4404
 AH4404.The orthometric height was determined by differential leveling and
 AH4404.adjusted by the NATIONAL GEODETIC SURVEY
 AH4404.in June 2000.
 AH4404
 AH4404.Significant digits in the geoid height do not necessarily reflect accuracy.
 AH4404.GEOID18 height accuracy estimate available here.
 AH4404
 AH4404.Click photographs - Photos may exist for this station.
 AH4404
 AH4404.The dynamic height is computed by dividing the NAVD 88
 AH4404.geopotential number by the normal gravity value computed on the
 AH4404.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH4404.degrees latitude (g = 980.6199 gals.).
 AH4404
 AH4404.The modeled gravity was interpolated from observed gravity values.
 AH4404
 AH4404;                    North         East    Units  Estimated Accuracy
 AH4404;SPC MN S     -   307,305.9     867,618.8     MT  (+/- 3 meters HH1 GPS) 
 AH4404
 AH4404_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK8859367691(NAD 83)
 AH4404
 AH4404                          SUPERSEDED SURVEY CONTROL
 AH4404
 AH4404.No superseded survey control is available for this station.
 AH4404
 AH4404_MARKER: DV = VERTICAL CONTROL DISK
 AH4404_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AH4404_SP_SET: BRIDGE RAILING
 AH4404_STAMPING: 1985 V 1 1988
 AH4404_MARK LOGO: MNHD
 AH4404_PROJECTION: FLUSH
 AH4404_MAGNETIC: N = NO MAGNETIC MATERIAL
 AH4404_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AH4404_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AH4404+SATELLITE: SATELLITE OBSERVATIONS - June 12, 2014
 AH4404
 AH4404  HISTORY     - Date     Condition        Report By
 AH4404  HISTORY     - 19880401 MONUMENTED       MNHD
 AH4404  HISTORY     - 20021012 GOOD             USPSQD
 AH4404  HISTORY     - 20050112 GOOD             USPSQD
 AH4404  HISTORY     - 20140612 GOOD             MNDT
 AH4404
 AH4404                          STATION DESCRIPTION
 AH4404
 AH4404'DESCRIBED BY MN HIGHWAY DEPT 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
 AH4404
 AH4404                          STATION RECOVERY (2014)
 AH4404
 AH4404'RECOVERY NOTE BY MN DEPT OF TRANSP 2014 (DAS)
 AH4404'IN MENDOTA HEIGHTS, AT THE JUNCTION OF INTERSTATE HIGHWAY 494 AND
 AH4404'INTERSTATE HIGHWAY 35 EAST, IN THE TOP OF RAILING AT SOUTHEAST CORNER
 AH4404'OF EASTBOUND INTERSTATE HIGHWAY 494 BRIDGE 19824 OVER INTERSTATE
 AH4404'HIGHWAY 35 EAST, AT INTERSTATE HIGHWAY 494 MILE POINT 70.6, 9.4 FT
 AH4404'(2.9 M) WEST OF THE SOUTHEAST CORNER OF SOUTH RAILING ON BRIDGE.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 AH4396 ***********************************************************************
 AH4396  DESIGNATION -  1985 W
 AH4396  PID         -  AH4396
 AH4396  STATE/COUNTY-  MN/DAKOTA
 AH4396  COUNTRY     -  US
 AH4396  USGS QUAD   -  SAINT PAUL SW (2019)
 AH4396
 AH4396                         *CURRENT SURVEY CONTROL
 AH4396  ______________________________________________________________________
 AH4396* NAD 83(1986) POSITION- 44 51 41.17   (N) 093 11 41.94   (W)   HD_HELD1
 AH4396* NAVD 88 ORTHO HEIGHT -   223.888 (meters)      734.54  (feet) ADJUSTED
 AH4396  ______________________________________________________________________
 AH4396  GEOID HEIGHT    -        -27.306 (meters)                     GEOID18
 AH4396  DYNAMIC HEIGHT  -        223.880 (meters)      734.51  (feet) COMP
 AH4396  MODELED GRAVITY -    980,576.2   (mgal)                       NAVD 88
 AH4396
 AH4396  VERT ORDER      -  SECOND    CLASS I
 AH4396
 AH4396.The horizontal coordinates were determined by differentially corrected
 AH4396.hand held GPS observations or other comparable positioning techniques
 AH4396.and have an estimated accuracy of +/- 3 meters.
 AH4396
 AH4396.The orthometric height was determined by differential leveling and
 AH4396.adjusted by the NATIONAL GEODETIC SURVEY
 AH4396.in June 2000.
 AH4396
 AH4396.Significant digits in the geoid height do not necessarily reflect accuracy.
 AH4396.GEOID18 height accuracy estimate available here.
 AH4396
 AH4396.Click photographs - Photos may exist for this station.
 AH4396
 AH4396.The dynamic height is computed by dividing the NAVD 88
 AH4396.geopotential number by the normal gravity value computed on the
 AH4396.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH4396.degrees latitude (g = 980.6199 gals.).
 AH4396
 AH4396.The modeled gravity was interpolated from observed gravity values.
 AH4396
 AH4396;                    North         East    Units  Estimated Accuracy
 AH4396;SPC MN S     -   307,142.2     863,621.1     MT  (+/- 3 meters HH1 GPS) 
 AH4396
 AH4396_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK8459567576(NAD 83)
 AH4396
 AH4396                          SUPERSEDED SURVEY CONTROL
 AH4396
 AH4396.No superseded survey control is available for this station.
 AH4396
 AH4396_MARKER: DV = VERTICAL CONTROL DISK
 AH4396_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AH4396_SP_SET: BRIDGE WALKWAY
 AH4396_STAMPING: 1985 W 1982
 AH4396_MARK LOGO: MNDT
 AH4396_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AH4396_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AH4396_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH4396+SATELLITE: SATELLITE OBSERVATIONS - September 20, 2011
 AH4396
 AH4396  HISTORY     - Date     Condition        Report By
 AH4396  HISTORY     - 1982     MONUMENTED       MNDT
 AH4396  HISTORY     - 20041009 GOOD             USPSQD
 AH4396  HISTORY     - 20110920 GOOD             MNDT
 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.
 AH4396
 AH4396                          STATION RECOVERY (2011)
 AH4396
 AH4396'RECOVERY NOTE BY MN DEPT OF TRANSP 2011 (AKJ)
 AH4396'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 AH4380 ***********************************************************************
 AH4380  DESIGNATION -  1985 W 1
 AH4380  PID         -  AH4380
 AH4380  STATE/COUNTY-  MN/DAKOTA
 AH4380  COUNTRY     -  US
 AH4380  USGS QUAD   -  SAINT PAUL SW (2019)
 AH4380
 AH4380                         *CURRENT SURVEY CONTROL
 AH4380  ______________________________________________________________________
 AH4380* NAD 83(1986) POSITION- 44 51 46.28   (N) 093 08 39.90   (W)   HD_HELD1
 AH4380* NAVD 88 ORTHO HEIGHT -   268.170 (meters)      879.82  (feet) ADJUSTED
 AH4380  ______________________________________________________________________
 AH4380  GEOID HEIGHT    -        -27.408 (meters)                     GEOID18
 AH4380  DYNAMIC HEIGHT  -        268.161 (meters)      879.79  (feet) COMP
 AH4380  MODELED GRAVITY -    980,577.5   (mgal)                       NAVD 88
 AH4380
 AH4380  VERT ORDER      -  SECOND    CLASS I
 AH4380
 AH4380.The horizontal coordinates were determined by differentially corrected
 AH4380.hand held GPS observations or other comparable positioning techniques
 AH4380.and have an estimated accuracy of +/- 3 meters.
 AH4380
 AH4380.The orthometric height was determined by differential leveling and
 AH4380.adjusted by the NATIONAL GEODETIC SURVEY
 AH4380.in June 2000.
 AH4380
 AH4380.Significant digits in the geoid height do not necessarily reflect accuracy.
 AH4380.GEOID18 height accuracy estimate available here.
 AH4380
 AH4380.Click photographs - Photos may exist for this station.
 AH4380
 AH4380.The dynamic height is computed by dividing the NAVD 88
 AH4380.geopotential number by the normal gravity value computed on the
 AH4380.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH4380.degrees latitude (g = 980.6199 gals.).
 AH4380
 AH4380.The modeled gravity was interpolated from observed gravity values.
 AH4380
 AH4380;                    North         East    Units  Estimated Accuracy
 AH4380;SPC MN S     -   307,340.5     867,615.6     MT  (+/- 3 meters HH1 GPS) 
 AH4380
 AH4380_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK8859067725(NAD 83)
 AH4380
 AH4380                          SUPERSEDED SURVEY CONTROL
 AH4380
 AH4380.No superseded survey control is available for this station.
 AH4380
 AH4380_MARKER: DV = VERTICAL CONTROL DISK
 AH4380_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AH4380_SP_SET: BRIDGE RAILING
 AH4380_STAMPING: 1985 W 1 1988
 AH4380_MARK LOGO: MNHD
 AH4380_PROJECTION: FLUSH
 AH4380_MAGNETIC: N = NO MAGNETIC MATERIAL
 AH4380_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AH4380_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AH4380+SATELLITE: SATELLITE OBSERVATIONS - June 12, 2014
 AH4380
 AH4380  HISTORY     - Date     Condition        Report By
 AH4380  HISTORY     - 19880401 MONUMENTED       MNHD
 AH4380  HISTORY     - 20021012 GOOD             USPSQD
 AH4380  HISTORY     - 20050112 GOOD             USPSQD
 AH4380  HISTORY     - 20140612 GOOD             MNDT
 AH4380
 AH4380                          STATION DESCRIPTION
 AH4380
 AH4380'DESCRIBED BY MN HIGHWAY DEPT 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
 AH4380
 AH4380                          STATION RECOVERY (2014)
 AH4380
 AH4380'RECOVERY NOTE BY MN DEPT OF TRANSP 2014 (DAS)
 AH4380'IN MENDOTA HEIGHTS, IN THE TOP OF BRIDGE RAILING ON WESTBOUND
 AH4380'INTERSTATE HIGHWAY 494 BRIDGE 19823 OVER INTERSTATE HIGHWAY 35 EAST,
 AH4380'31 FT (9.4 M) SOUTH OF WESTBOUND INTERSTATE HIGHWAY 494, 26.0 FT (7.9
 AH4380'M) WEST OF THE SOUTHEAST CORNER OF SOUTH RAILING ON BRIDGE.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DP7396 ***********************************************************************
 DP7396  DESIGNATION -  1985 X
 DP7396  PID         -  DP7396
 DP7396  STATE/COUNTY-  MN/DAKOTA
 DP7396  COUNTRY     -  US
 DP7396  USGS QUAD   -  SAINT PAUL SW (2019)
 DP7396
 DP7396                         *CURRENT SURVEY CONTROL
 DP7396  ______________________________________________________________________
 DP7396* NAD 83(2011) POSITION- 44 51 47.16436(N) 093 08 35.23187(W)   ADJUSTED
 DP7396* NAD 83(2011) ELLIP HT-   238.837 (meters)        (05/18/15)   ADJUSTED
 DP7396* NAD 83(2011) EPOCH   -  2010.00
 DP7396* NAVD 88 ORTHO HEIGHT -   266.241 (meters)      873.49  (feet) ADJUSTED
 DP7396  ______________________________________________________________________
 DP7396  GEOID HEIGHT    -        -27.411 (meters)                     GEOID18
 DP7396  NAD 83(2011) X  -   -248,299.202 (meters)                     COMP
 DP7396  NAD 83(2011) Y  - -4,521,692.677 (meters)                     COMP
 DP7396  NAD 83(2011) Z  -  4,476,746.391 (meters)                     COMP
 DP7396  LAPLACE CORR    -         -6.17  (seconds)                    DEFLEC18
 DP7396  DYNAMIC HEIGHT  -        266.232 (meters)      873.46  (feet) COMP
 DP7396  MODELED GRAVITY -    980,577.6   (mgal)                       NAVD 88
 DP7396
 DP7396  VERT ORDER      -  SECOND    CLASS I
 DP7396
 DP7396  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DP7396  Standards:
 DP7396         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DP7396            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DP7396  -------------------------------------------------------------------
 DP7396  NETWORK    0.89   2.27           0.40   0.32   1.16     -0.01409251
 DP7396  -------------------------------------------------------------------
 DP7396  Click here for local accuracies and other accuracy information.
 DP7396
 DP7396.The horizontal coordinates were established by GPS observations
 DP7396.and adjusted by the MN DEPT OF TRANSP in May 2015.
 DP7396
 DP7396.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DP7396.been affixed to the stable North American tectonic plate. See 
 DP7396.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DP7396
 DP7396.The horizontal coordinates are valid at the epoch date displayed above
 DP7396.which is a decimal equivalence of Year/Month/Day.
 DP7396
 DP7396.The orthometric height was determined by differential leveling and
 DP7396.adjusted by the NATIONAL GEODETIC SURVEY
 DP7396.in September 2016.
 DP7396
 DP7396.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP7396.GEOID18 height accuracy estimate available here.
 DP7396
 DP7396.Click photographs - Photos may exist for this station.
 DP7396
 DP7396.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DP7396
 DP7396.The Laplace correction was computed from DEFLEC18 derived deflections.
 DP7396
 DP7396.The ellipsoidal height was determined by GPS observations
 DP7396.and is referenced to NAD 83.
 DP7396
 DP7396.The dynamic height is computed by dividing the NAVD 88
 DP7396.geopotential number by the normal gravity value computed on the
 DP7396.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP7396.degrees latitude (g = 980.6199 gals.).
 DP7396
 DP7396.The modeled gravity was interpolated from observed gravity values.
 DP7396
 DP7396. The following values were computed from the NAD 83(2011) position.
 DP7396
 DP7396;                    North         East     Units Scale Factor Converg.
 DP7396;SPC MN S     -   307,368.840   867,717.798   MT  0.99994193   +0 36 02.2
 DP7396;SPC MN S     - 1,008,425.94  2,846,837.48   sFT  0.99994193   +0 36 02.2
 DP7396;UTM  15      - 4,967,752.825   488,693.129   MT  0.99960157   -0 06 03.5
 DP7396
 DP7396!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DP7396!SPC MN S     -   0.99996255  x   0.99994193  =   0.99990449
 DP7396!UTM  15      -   0.99996255  x   0.99960157  =   0.99956414
 DP7396
 DP7396_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK8869367752(NAD 83)
 DP7396
 DP7396                          SUPERSEDED SURVEY CONTROL
 DP7396
 DP7396.No superseded survey control is available for this station.
 DP7396
 DP7396_MARKER: F = FLANGE-ENCASED ROD
 DP7396_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DP7396_STAMPING: 1985 X 2014
 DP7396_MARK LOGO: MNDT
 DP7396_PROJECTION: RECESSED 5 CENTIMETERS
 DP7396_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DP7396_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DP7396_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP7396+SATELLITE: SATELLITE OBSERVATIONS - August 02, 2023
 DP7396_ROD/PIPE-DEPTH: 7.3 meters
 DP7396
 DP7396  HISTORY     - Date     Condition        Report By
 DP7396  HISTORY     - 20140716 MONUMENTED       MNDT
 DP7396  HISTORY     - 20140715 GOOD             MNDT
 DP7396  HISTORY     - 20230802 GOOD             MNDT
 DP7396
 DP7396                          STATION DESCRIPTION
 DP7396
 DP7396'DESCRIBED BY MN DEPT OF TRANSP 2014
 DP7396'IN MENDOTA HEIGHTS, 0.65 MILE WEST ALONG WESTBOUND  INTERSTATE HIGHWAY
 DP7396'494 FROM THE JUNCTION OF INTERSTATE HIGHWAY 494 AND TRUNK HIGHWAY
 DP7396'149(DODD ROAD) IN MENDOTA HEIGHTS, AT INTERSTATE HIGHWAY 494 MILE
 DP7396'POINT 70.6, 45.8 FEET NORTH OF WESTBOUND INTERSTATE HIGHWAY 494 FOG
 DP7396'LINE, 107.8 FEET WEST-NORTHWEST OF SIGN POLE FOR EXIT 71 SIGN TO
 DP7396'COUNTY ROAD 31(PILOT KNOB ROAD), 50.0 FEET SOUTHEAST OF ON-RAMP FROM
 DP7396'NORTHBOUND INTERSTATE 35E TO WESTBOUND INTERSTATE 494 YELLOW FOG LINE
 DP7396'AT EXIT 99 B, 1.5 FEET SOUTH OF WITNESS POST.
 DP7396
 DP7396                          STATION RECOVERY (2014)
 DP7396
 DP7396'RECOVERY NOTE BY MN DEPT OF TRANSP 2014
 DP7396'RECOVERED AS DESCRIBED.
 DP7396'
 DP7396'NOTE - THE STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM
 DP7396'ROD DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION REMOVABLE
 DP7396'DISK SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH
 DP7396'PVC PIPE BACK FILLED WITH WASHED SAND.
 DP7396
 DP7396                          STATION RECOVERY (2023)
 DP7396
 DP7396'RECOVERY NOTE BY MN DEPT OF TRANSP 2023 (MJS)
 DP7396'IN MENDOTA HEIGHTS, 0.65 MI (1.05 KM) WEST ALONG WESTBOUND INTERSTATE
 DP7396'HIGHWAY 494 FROM THE JUNCTION OF INTERSTATE HIGHWAY 494 AND TRUNK
 DP7396'HIGHWAY 149 (DODD ROAD) IN MENDOTA HEIGHTS, AT INTERSTATE HIGHWAY 494
 DP7396'MILE POINT 70.6, 45.8 FT (14.0 M) NORTH OF A WESTBOUND INTERSTATE
 DP7396'HIGHWAY 494 FOG LINE, 107.8 FT (32.9 M) WEST-NORTHWEST OF A SIGN POLE
 DP7396'FOR EXIT 71 SIGN TO COUNTY ROAD 31 (PILOT KNOB ROAD), 50.0 FT (15.2 M)
 DP7396'SOUTHEAST OF AN ON-RAMP FROM NORTHBOUND INTERSTATE 35E TO A WESTBOUND
 DP7396'INTERSTATE 494 YELLOW FOG LINE AT EXIT 99 B, 1.5 FT (0.5 M) SOUTH OF A
 DP7396'WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DP7397 ***********************************************************************
 DP7397  DESIGNATION -  1985 Y
 DP7397  PID         -  DP7397
 DP7397  STATE/COUNTY-  MN/DAKOTA
 DP7397  COUNTRY     -  US
 DP7397  USGS QUAD   -  INVER GROVE HEIGHTS (2019)
 DP7397
 DP7397                         *CURRENT SURVEY CONTROL
 DP7397  ______________________________________________________________________
 DP7397* NAD 83(2011) POSITION- 44 51 47.85263(N) 093 05 24.92401(W)   ADJUSTED
 DP7397* NAD 83(2011) ELLIP HT-   260.141 (meters)        (05/18/15)   ADJUSTED
 DP7397* NAD 83(2011) EPOCH   -  2010.00
 DP7397* NAVD 88 ORTHO HEIGHT -   287.690 (meters)      943.86  (feet) ADJUSTED
 DP7397  ______________________________________________________________________
 DP7397  GEOID HEIGHT    -        -27.543 (meters)                     GEOID18
 DP7397  NAD 83(2011) X  -   -244,127.215 (meters)                     COMP
 DP7397  NAD 83(2011) Y  - -4,521,919.955 (meters)                     COMP
 DP7397  NAD 83(2011) Z  -  4,476,776.479 (meters)                     COMP
 DP7397  LAPLACE CORR    -         -7.08  (seconds)                    DEFLEC18
 DP7397  DYNAMIC HEIGHT  -        287.682 (meters)      943.84  (feet) COMP
 DP7397  MODELED GRAVITY -    980,581.4   (mgal)                       NAVD 88
 DP7397
 DP7397  VERT ORDER      -  SECOND    CLASS I
 DP7397
 DP7397  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DP7397  Standards:
 DP7397         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DP7397            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DP7397  -------------------------------------------------------------------
 DP7397  NETWORK    0.75   1.94           0.34   0.26   0.99      0.12265291
 DP7397  -------------------------------------------------------------------
 DP7397  Click here for local accuracies and other accuracy information.
 DP7397
 DP7397.The horizontal coordinates were established by GPS observations
 DP7397.and adjusted by the MN DEPT OF TRANSP in May 2015.
 DP7397
 DP7397.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DP7397.been affixed to the stable North American tectonic plate. See 
 DP7397.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DP7397
 DP7397.The horizontal coordinates are valid at the epoch date displayed above
 DP7397.which is a decimal equivalence of Year/Month/Day.
 DP7397
 DP7397.The orthometric height was determined by differential leveling and
 DP7397.adjusted by the NATIONAL GEODETIC SURVEY
 DP7397.in September 2016.
 DP7397
 DP7397.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP7397.GEOID18 height accuracy estimate available here.
 DP7397
 DP7397.Click photographs - Photos may exist for this station.
 DP7397
 DP7397.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DP7397
 DP7397.The Laplace correction was computed from DEFLEC18 derived deflections.
 DP7397
 DP7397.The ellipsoidal height was determined by GPS observations
 DP7397.and is referenced to NAD 83.
 DP7397
 DP7397.The dynamic height is computed by dividing the NAVD 88
 DP7397.geopotential number by the normal gravity value computed on the
 DP7397.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP7397.degrees latitude (g = 980.6199 gals.).
 DP7397
 DP7397.The modeled gravity was interpolated from observed gravity values.
 DP7397
 DP7397. The following values were computed from the NAD 83(2011) position.
 DP7397
 DP7397;                    North         East     Units Scale Factor Converg.
 DP7397;SPC MN S     -   307,435.228   871,895.092   MT  0.99994195   +0 38 15.6
 DP7397;SPC MN S     - 1,008,643.74  2,860,542.48   sFT  0.99994195   +0 38 15.6
 DP7397;UTM  15      - 4,967,768.063   492,869.498   MT  0.99960063   -0 03 49.2
 DP7397
 DP7397!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DP7397!SPC MN S     -   0.99995921  x   0.99994195  =   0.99990117
 DP7397!UTM  15      -   0.99995921  x   0.99960063  =   0.99955986
 DP7397
 DP7397_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK9286967768(NAD 83)
 DP7397
 DP7397                          SUPERSEDED SURVEY CONTROL
 DP7397
 DP7397.No superseded survey control is available for this station.
 DP7397
 DP7397_MARKER: F = FLANGE-ENCASED ROD
 DP7397_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DP7397_STAMPING: 1985 Y 2014
 DP7397_MARK LOGO: MNDT
 DP7397_PROJECTION: RECESSED 5 CENTIMETERS
 DP7397_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DP7397_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DP7397_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP7397+SATELLITE: SATELLITE OBSERVATIONS - August 10, 2023
 DP7397_ROD/PIPE-DEPTH: 12.8 meters
 DP7397
 DP7397  HISTORY     - Date     Condition        Report By
 DP7397  HISTORY     - 20140716 MONUMENTED       MNDT
 DP7397  HISTORY     - 20140617 GOOD             MNDT
 DP7397  HISTORY     - 20230810 GOOD             MNDT
 DP7397
 DP7397                          STATION DESCRIPTION
 DP7397
 DP7397'DESCRIBED BY MN DEPT OF TRANSP 2014
 DP7397'IN SUNFISH LAKE, 2.0 MILES EAST ALONG EASTBOUND INTERSTATE 494 FROM
 DP7397'THE JUNCTION OF INTERSTATE 494 AND TRUNK HIGHWAY 149 IN MENDOTA
 DP7397'HEIGHTS, AT INTERSTATE HIGHWAY 494 MILE POINT 67.85, 85.6 FEET
 DP7397'EAST-SOUTHEAST OF EASTBOUND INTERSTATE HIGHWAY 494, 193.7 FEET
 DP7397'SOUTH-SOUTHWEST OF CROSSOVER, 1.5 FEET WEST-NORTHWEST OF WITNESS POST.
 DP7397
 DP7397                          STATION RECOVERY (2014)
 DP7397
 DP7397'RECOVERY NOTE BY MN DEPT OF TRANSP 2014
 DP7397'RECOVERED AS DESCRIBED.
 DP7397'
 DP7397'NOTE - THE STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM
 DP7397'ROD DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION REMOVABLE
 DP7397'DISK SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH
 DP7397'PVC PIPE BACK FILLED WITH WASHED SAND.
 DP7397
 DP7397                          STATION RECOVERY (2023)
 DP7397
 DP7397'RECOVERY NOTE BY MN DEPT OF TRANSP 2023 (MJS)
 DP7397'IN SUNFISH LAKE, 2.0 MI (3.2 KM) EAST ALONG EASTBOUND INTERSTATE
 DP7397'HIGHWAY 494 FROM THE JUNCTION OF INTERSTATE HIGHWAY 494 AND TRUNK
 DP7397'HIGHWAY 149 IN MENDOTA HEIGHTS, AT INTERSTATE HIGHWAY 494 MILE POINT
 DP7397'67.85, 85.6 FT (26.1 M) EAST-SOUTHEAST OF EASTBOUND INTERSTATE HIGHWAY
 DP7397'494, 193.7 FT (59.0 M) SOUTH-SOUTHWEST OF A CROSS-OVER, 1.5 FT (0.5 M)
 DP7397'WEST-NORTHWEST OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DP7398 ***********************************************************************
 DP7398  DESIGNATION -  1985 Z
 DP7398  PID         -  DP7398
 DP7398  STATE/COUNTY-  MN/DAKOTA
 DP7398  COUNTRY     -  US
 DP7398  USGS QUAD   -  INVER GROVE HEIGHTS (2019)
 DP7398
 DP7398                         *CURRENT SURVEY CONTROL
 DP7398  ______________________________________________________________________
 DP7398* NAD 83(2011) POSITION- 44 52 27.86276(N) 093 02 56.95207(W)   ADJUSTED
 DP7398* NAD 83(2011) ELLIP HT-   230.719 (meters)        (05/18/15)   ADJUSTED
 DP7398* NAD 83(2011) EPOCH   -  2010.00
 DP7398* NAVD 88 ORTHO HEIGHT -   258.368 (meters)      847.66  (feet) ADJUSTED
 DP7398  ______________________________________________________________________
 DP7398  GEOID HEIGHT    -        -27.645 (meters)                     GEOID18
 DP7398  NAD 83(2011) X  -   -240,835.721 (meters)                     COMP
 DP7398  NAD 83(2011) Y  - -4,521,202.970 (meters)                     COMP
 DP7398  NAD 83(2011) Z  -  4,477,631.087 (meters)                     COMP
 DP7398  LAPLACE CORR    -         -9.02  (seconds)                    DEFLEC18
 DP7398  DYNAMIC HEIGHT  -        258.362 (meters)      847.64  (feet) COMP
 DP7398  MODELED GRAVITY -    980,586.4   (mgal)                       NAVD 88
 DP7398
 DP7398  VERT ORDER      -  SECOND    CLASS I
 DP7398
 DP7398  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DP7398  Standards:
 DP7398         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DP7398            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DP7398  -------------------------------------------------------------------
 DP7398  NETWORK    0.75   1.92           0.34   0.26   0.98      0.10157835
 DP7398  -------------------------------------------------------------------
 DP7398  Click here for local accuracies and other accuracy information.
 DP7398
 DP7398.The horizontal coordinates were established by GPS observations
 DP7398.and adjusted by the MN DEPT OF TRANSP in May 2015.
 DP7398
 DP7398.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DP7398.been affixed to the stable North American tectonic plate. See 
 DP7398.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DP7398
 DP7398.The horizontal coordinates are valid at the epoch date displayed above
 DP7398.which is a decimal equivalence of Year/Month/Day.
 DP7398
 DP7398.The orthometric height was determined by differential leveling and
 DP7398.adjusted by the NATIONAL GEODETIC SURVEY
 DP7398.in September 2016.
 DP7398
 DP7398.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP7398.GEOID18 height accuracy estimate available here.
 DP7398
 DP7398.Click photographs - Photos may exist for this station.
 DP7398
 DP7398.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DP7398
 DP7398.The Laplace correction was computed from DEFLEC18 derived deflections.
 DP7398
 DP7398.The ellipsoidal height was determined by GPS observations
 DP7398.and is referenced to NAD 83.
 DP7398
 DP7398.The dynamic height is computed by dividing the NAVD 88
 DP7398.geopotential number by the normal gravity value computed on the
 DP7398.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP7398.degrees latitude (g = 980.6199 gals.).
 DP7398
 DP7398.The modeled gravity was interpolated from observed gravity values.
 DP7398
 DP7398. The following values were computed from the NAD 83(2011) position.
 DP7398
 DP7398;                    North         East     Units Scale Factor Converg.
 DP7398;SPC MN S     -   308,707.124   875,128.892   MT  0.99994319   +0 39 59.3
 DP7398;SPC MN S     - 1,012,816.62  2,871,152.04   sFT  0.99994319   +0 39 59.3
 DP7398;UTM  15      - 4,968,999.864   496,117.510   MT  0.99960019   -0 02 04.8
 DP7398
 DP7398!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DP7398!SPC MN S     -   0.99996383  x   0.99994319  =   0.99990702
 DP7398!UTM  15      -   0.99996383  x   0.99960019  =   0.99956403
 DP7398
 DP7398_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK9611768999(NAD 83)
 DP7398
 DP7398                          SUPERSEDED SURVEY CONTROL
 DP7398
 DP7398.No superseded survey control is available for this station.
 DP7398
 DP7398_MARKER: F = FLANGE-ENCASED ROD
 DP7398_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DP7398_STAMPING: 1985 Z 2014
 DP7398_MARK LOGO: MNDT
 DP7398_PROJECTION: RECESSED 10 CENTIMETERS
 DP7398_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DP7398_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DP7398_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP7398+SATELLITE: SATELLITE OBSERVATIONS - August 10, 2023
 DP7398_ROD/PIPE-DEPTH: 13.4 meters
 DP7398
 DP7398  HISTORY     - Date     Condition        Report By
 DP7398  HISTORY     - 20140714 MONUMENTED       MNDT
 DP7398  HISTORY     - 20150408 GOOD             MNDT
 DP7398  HISTORY     - 20160405 GOOD             MNDT
 DP7398  HISTORY     - 20230810 GOOD             MNDT
 DP7398
 DP7398                          STATION DESCRIPTION
 DP7398
 DP7398'DESCRIBED BY MN DEPT OF TRANSP 2014
 DP7398'IN INVER GROVE HEIGHTS, 0.50 MILE EAST ALONG EASTBOUND INTERSTATE
 DP7398'HIGHWAY 494 FROM THE JUNCTION OF INTERSTATE HIGHWAY 494 AND TRUNK
 DP7398'HIGHWAY 52 IN INVER GROVE HEIGHTS, AT INTERSTATE HIGHWAY 494 MILE
 DP7398'POINT 65.6, 53.6 FEET SOUTH OF EASTBOUND INTERSTATE HIGHWAY 494 FOG
 DP7398'LINE, 5.8 FEET NORTH OF RIGHT OF WAY FENCE, 0.30 MILE WEST OF EXIT 65
 DP7398'TO 7TH AND 5TH AVENUES, 1.5 FEET NORTH OF WITNESS POST.
 DP7398
 DP7398                          STATION RECOVERY (2015)
 DP7398
 DP7398'RECOVERY NOTE BY MN DEPT OF TRANSP 2015 (DAS)
 DP7398'IN INVER GROVE HEIGHTS, 0.5 MI (0.8 KM) EAST ALONG EASTBOUND
 DP7398'INTERSTATE HIGHWAY 494  FROM THE JUNCTION OF INTERSTATE HIGHWAY 494
 DP7398'AND TRUNK HIGHWAY 52 IN INVER GROVE HEIGHTS, AT INTERSTATE HIGHWAY 494
 DP7398'MILE POINT 65.6 53.6 FT (16.3 M) SOUTH OF EASTBOUND INTERSTATE HIGHWAY
 DP7398'494 FOG LINE, 5.8 FT (1.8 M) NORTH OF RIGHT-OF-WAY FENCE, 1.5 FT (0.5
 DP7398'M) NORTH OF A WITNESS POST.
 DP7398
 DP7398                          STATION RECOVERY (2016)
 DP7398
 DP7398'RECOVERY NOTE BY MN DEPT OF TRANSP 2016 (DAS)
 DP7398'RECOVERED IN GOOD CONDITION.
 DP7398
 DP7398                          STATION RECOVERY (2023)
 DP7398
 DP7398'RECOVERY NOTE BY MN DEPT OF TRANSP 2023 (MJS)
 DP7398'IN INVER GROVE HEIGHTS, 0.5 MI (0.8 KM) EAST ALONG EASTBOUND
 DP7398'INTERSTATE HIGHWAY 494 FROM THE JUNCTION OF INTERSTATE HIGHWAY 494 AND
 DP7398'TRUNK HIGHWAY 52 IN INVER GROVE HEIGHTS, AT INTERSTATE HIGHWAY 494
 DP7398'MILE POINT 65.6 (0.3 MILE WEST OF EXIT 65 TO SEVENTH AND FIFTH
 DP7398'AVENUE), 53.6 FT (16.3 M) SOUTH OF EASTBOUND INTERSTATE HIGHWAY 494
 DP7398'FOG LINE, 5.8 FT (1.8 M) NORTH OF A RIGHT-OF-WAY FENCE, 1.5 FT (0.5 M)
 DP7398'NORTH OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 RN1690 ***********************************************************************
 RN1690  DESIGNATION -  2
 RN1690  PID         -  RN1690
 RN1690  STATE/COUNTY-  MN/ST LOUIS
 RN1690  COUNTRY     -  US
 RN1690  USGS QUAD   -  SUPERIOR (2018)
 RN1690
 RN1690                         *CURRENT SURVEY CONTROL
 RN1690  ______________________________________________________________________
 RN1690* NAD 83(2011) POSITION- 46 44 33.31599(N) 092 03 54.05669(W)   ADJUSTED
 RN1690* NAD 83(2011) ELLIP HT-   155.880 (meters)        (06/27/12)   ADJUSTED
 RN1690* NAD 83(2011) EPOCH   -  2010.00
 RN1690* NAVD 88 ORTHO HEIGHT -   184.1   (meters)      604.    (feet) VERTCON3
 RN1690  ______________________________________________________________________
 RN1690  GEOID HEIGHT    -        -28.291 (meters)                     GEOID18
 RN1690  NAD 83(2011) X  -   -157,779.228 (meters)                     COMP
 RN1690  NAD 83(2011) Y  - -4,375,835.508 (meters)                     COMP
 RN1690  NAD 83(2011) Z  -  4,622,315.242 (meters)                     COMP
 RN1690  LAPLACE CORR    -         -2.37  (seconds)                    DEFLEC18
 RN1690
 RN1690  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 RN1690  Standards:
 RN1690         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 RN1690            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 RN1690  -------------------------------------------------------------------
 RN1690  NETWORK    1.63   2.08           0.59   0.72   1.06     -0.22724067
 RN1690  -------------------------------------------------------------------
 RN1690  Click here for local accuracies and other accuracy information.
 RN1690
 RN1690.The horizontal coordinates were established by GPS observations
 RN1690.and adjusted by the National Geodetic Survey in June 2012.
 RN1690
 RN1690.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 RN1690.been affixed to the stable North American tectonic plate. See 
 RN1690.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 RN1690
 RN1690.The horizontal coordinates are valid at the epoch date displayed above
 RN1690.which is a decimal equivalence of Year/Month/Day.
 RN1690
 RN1690.The NAVD 88 height was computed by applying the VERTCON shift value to
 RN1690.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RN1690
 RN1690.Significant digits in the geoid height do not necessarily reflect accuracy.
 RN1690.GEOID18 height accuracy estimate available here.
 RN1690
 RN1690.Click photographs - Photos may exist for this station.
 RN1690
 RN1690.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 RN1690
 RN1690.The Laplace correction was computed from DEFLEC18 derived deflections.
 RN1690
 RN1690.The ellipsoidal height was determined by GPS observations
 RN1690.and is referenced to NAD 83.
 RN1690
 RN1690. The following values were computed from the NAD 83(2011) position.
 RN1690
 RN1690;                    North         East     Units Scale Factor Converg.
 RN1690;SPC MN N     -   127,499.826   879,098.211   MT  1.00008290   +0 46 01.7
 RN1690;SPC MN N     -   418,305.68  2,884,174.71   sFT  1.00008290   +0 46 01.7
 RN1690;SPC WI N     -   177,212.758   442,208.917   MT  0.99999569   -1 29 22.7
 RN1690;SPC WI N     -   581,405.52  1,450,813.76   sFT  0.99999569   -1 29 22.7
 RN1690;UTM  15      - 5,176,983.903   571,423.198   MT  0.99966270   +0 40 51.5
 RN1690
 RN1690!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RN1690!SPC MN N     -   0.99997557  x   1.00008290  =   1.00005846
 RN1690!SPC WI N     -   0.99997557  x   0.99999569  =   0.99997126
 RN1690!UTM  15      -   0.99997557  x   0.99966270  =   0.99963827
 RN1690
 RN1690_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWM7142376983(NAD 83)
 RN1690
 RN1690                          SUPERSEDED SURVEY CONTROL
 RN1690
 RN1690  NAD 83(2007)-  46 44 33.31611(N)    092 03 54.05760(W) AD(2002.00) 0
 RN1690  ELLIP H (02/10/07)  155.909  (m)                       GP(2002.00)    
 RN1690  NAD 83(1996)-  46 44 33.31595(N)    092 03 54.05825(W) AD(       ) 2
 RN1690  ELLIP H (03/16/99)  155.958  (m)                       GP(       ) 4 1
 RN1690  NAD 83(1991)-  46 44 33.31635(N)    092 03 54.05754(W) AD(       ) 2
 RN1690  ELLIP H (11/21/91)  155.885  (m)                       GP(       ) 4 1
 RN1690  NAD 83(1986)-  46 44 33.31323(N)    092 03 54.05907(W) AD(       ) 2
 RN1690  NGVD 29 (05/23/89)  184.1    (m)  RAPSU86  model used  GPS OBS        
 RN1690
 RN1690.Superseded values are not recommended for survey control.
 RN1690
 RN1690.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RN1690.See file dsdata.pdf to determine how the superseded data were derived.
 RN1690
 RN1690_MARKER: DD = SURVEY DISK
 RN1690_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RN1690_STAMPING: 2
 RN1690_MARK LOGO: USACE
 RN1690_MAGNETIC: O = OTHER; SEE DESCRIPTION
 RN1690_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RN1690+STABILITY: SURFACE MOTION
 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       USACE
 RN1690  HISTORY     - 19961005 GOOD             USPSQD
 RN1690
 RN1690                          STATION DESCRIPTION
 RN1690
 RN1690'DESCRIBED BY US ARMY CORPS OF 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 = MARCH 21, 2026 06:05:54 EDT
 DF5907 ***********************************************************************
 DF5907  DESIGNATION -  2
 DF5907  PID         -  DF5907
 DF5907  STATE/COUNTY-  MN/PINE
 DF5907  COUNTRY     -  US
 DF5907  USGS QUAD   -  BASS CREEK (2019)
 DF5907
 DF5907                         *CURRENT SURVEY CONTROL
 DF5907  ______________________________________________________________________
 DF5907* NAD 83(2011) POSITION- 45 46 24.92949(N) 092 51 27.51000(W)   ADJUSTED
 DF5907* NAD 83(2011) ELLIP HT-   259.779 (meters)        (06/27/12)   ADJUSTED
 DF5907* NAD 83(2011) EPOCH   -  2010.00
 DF5907* NAVD 88 ORTHO HEIGHT -   287.153 (meters)      942.10  (feet) ADJUSTED
 DF5907  ______________________________________________________________________
 DF5907  GEOID HEIGHT    -        -27.382 (meters)                     GEOID18
 DF5907  NAD 83(2011) X  -   -222,180.378 (meters)                     COMP
 DF5907  NAD 83(2011) Y  - -4,451,027.172 (meters)                     COMP
 DF5907  NAD 83(2011) Z  -  4,547,916.828 (meters)                     COMP
 DF5907  LAPLACE CORR    -          8.45  (seconds)                    DEFLEC18
 DF5907  DYNAMIC HEIGHT  -        287.161 (meters)      942.13  (feet) COMP
 DF5907  MODELED GRAVITY -    980,634.3   (mgal)                       NAVD 88
 DF5907
 DF5907  VERT ORDER      -  SECOND    CLASS I
 DF5907
 DF5907  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DF5907  Standards:
 DF5907         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DF5907            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DF5907  -------------------------------------------------------------------
 DF5907  NETWORK    1.11   0.74           0.46   0.45   0.38     -0.10454929
 DF5907  -------------------------------------------------------------------
 DF5907  Click here for local accuracies and other accuracy information.
 DF5907
 DF5907.The horizontal coordinates were established by GPS observations
 DF5907.and adjusted by the National Geodetic Survey in June 2012.
 DF5907
 DF5907.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DF5907.been affixed to the stable North American tectonic plate. See 
 DF5907.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DF5907
 DF5907.The horizontal coordinates are valid at the epoch date displayed above
 DF5907.which is a decimal equivalence of Year/Month/Day.
 DF5907
 DF5907.The orthometric height was determined by differential leveling and
 DF5907.adjusted by the NATIONAL GEODETIC SURVEY
 DF5907.in September 2016.
 DF5907
 DF5907.Significant digits in the geoid height do not necessarily reflect accuracy.
 DF5907.GEOID18 height accuracy estimate available here.
 DF5907
 DF5907.Click photographs - Photos may exist for this station.
 DF5907
 DF5907.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DF5907
 DF5907.The Laplace correction was computed from DEFLEC18 derived deflections.
 DF5907
 DF5907.The ellipsoidal height was determined by GPS observations
 DF5907.and is referenced to NAD 83.
 DF5907
 DF5907.The dynamic height is computed by dividing the NAVD 88
 DF5907.geopotential number by the normal gravity value computed on the
 DF5907.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DF5907.degrees latitude (g = 980.6199 gals.).
 DF5907
 DF5907.The modeled gravity was interpolated from observed gravity values.
 DF5907
 DF5907. The following values were computed from the NAD 83(2011) position.
 DF5907
 DF5907;                    North         East     Units Scale Factor Converg.
 DF5907;SPC MN C     -   186,933.875   908,286.877   MT  0.99996969   +1 00 26.0
 DF5907;SPC MN C     -   613,298.89  2,979,937.86   sFT  0.99996969   +1 00 26.0
 DF5907;UTM  15      - 5,068,902.311   511,068.008   MT  0.99960151   +0 06 07.2
 DF5907
 DF5907!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF5907!SPC MN C     -   0.99995928  x   0.99996969  =   0.99992897
 DF5907!UTM  15      -   0.99995928  x   0.99960151  =   0.99956080
 DF5907
 DF5907_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWL1106868902(NAD 83)
 DF5907
 DF5907                          SUPERSEDED SURVEY CONTROL
 DF5907
 DF5907  NAD 83(2007)-  45 46 24.92949(N)    092 51 27.51054(W) AD(2002.00) 0
 DF5907  ELLIP H (02/10/07)  259.808  (m)                       GP(2002.00)    
 DF5907  NAD 83(1996)-  45 46 24.92938(N)    092 51 27.51006(W) AD(       ) 1
 DF5907  ELLIP H (05/27/03)  259.853  (m)                       GP(       ) 3 1
 DF5907  NAVD 88 (05/27/03)  287.2    (m)  GEOID99  model used  GPS OBS        
 DF5907
 DF5907.Superseded values are not recommended for survey control.
 DF5907
 DF5907.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF5907.See file dsdata.pdf to determine how the superseded data were derived.
 DF5907
 DF5907_MARKER: DD = SURVEY DISK
 DF5907_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF5907_STAMPING: NO 2
 DF5907_MARK LOGO: MN-115
 DF5907_PROJECTION: FLUSH
 DF5907_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DF5907_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DF5907+STABILITY: SURFACE MOTION
 DF5907_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF5907+SATELLITE: SATELLITE OBSERVATIONS - November 20, 2019
 DF5907
 DF5907  HISTORY     - Date     Condition        Report By
 DF5907  HISTORY     - 19991101 MONUMENTED       MN-115
 DF5907  HISTORY     - 20071008 GOOD             MNDT
 DF5907  HISTORY     - 20071101 GOOD             MNDT
 DF5907  HISTORY     - 20121009 GOOD             MNDT
 DF5907  HISTORY     - 20191120 GOOD             MNDT
 DF5907
 DF5907                          STATION DESCRIPTION
 DF5907
 DF5907'DESCRIBED BY PINE COUNTY MINNESOTA 1999 (MBR)
 DF5907'5 MI (8.0 KM) SE OF PINE CITY, 3 MI (4.8 KM) SOUTH ON TH 361 THEN 0.5
 DF5907'MI (0.8 KM) EAST ON CO RD 110 THEN 5 MI (8.0 KM) EAST ON TH 70, 64 FT
 DF5907'(19.5 M) NORTH OF TH 70, 49 FT (14.9 M) EAST OF CO RD 3, 1.5 FT (0.5
 DF5907'M) WEST OF WIT POST.
 DF5907
 DF5907                          STATION RECOVERY (2007)
 DF5907
 DF5907'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (DAS)
 DF5907'RECOVERED AS DESCRIBED.
 DF5907
 DF5907                          STATION RECOVERY (2007)
 DF5907
 DF5907'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (DAS)
 DF5907'THE MARK IS 9.0 MI (14.5 KM) SOUTHEAST OF PINE CITY.
 DF5907'
 DF5907'3.0 MI SOUTH ALONG TRUNK HIGHWAY 361 FROM THE JUNCTION OF TRUNK
 DF5907'HIGHWAY 361 AND HILLSIDE AVENUE IN PINE CITY, THEN 0.5 MI (0.8 KM)
 DF5907'EAST ALONG COUNTY ROAD 110, THEN 5.0 MI (8.0 KM) EAST ALONG TRUNK
 DF5907'HIGHWAY 70 TO JUNCTION OF TRUNK HIGHWAY 70 AND COUNTY ROAD 3.
 DF5907'
 DF5907'IT IS 64 FT (19.5 M) NORTH OF TRUNK HIGHWAY 70, 49 FT (14.9 M) EAST OF
 DF5907'COUNTY ROAD 3, 1.5 FT (0.5 M) WEST OF A WITNESS POST.
 DF5907
 DF5907                          STATION RECOVERY (2012)
 DF5907
 DF5907'RECOVERY NOTE BY MN DEPT OF TRANSP 2012 (TB)
 DF5907'RECOVERED IN GOOD CONDITION.
 DF5907
 DF5907                          STATION RECOVERY (2019)
 DF5907
 DF5907'RECOVERY NOTE BY MN DEPT OF TRANSP 2019 (MPP)
 DF5907'6.85 MI (11.02 KM) SOUTHEAST OF PINE CITY, 3.13 MI (5.04 KM) SOUTH
 DF5907'ALONG SIXTH STREET SOUTHWEST AND FOREST BOULEVARD FROM THE JUNCTION OF
 DF5907'COUNTY HIGHWAY 7 (HILLSIDE AVENUE) IN PINE CITY, THEN 0.49 MI (0.79
 DF5907'KM) EAST ALONG 570TH STREET, THEN 5.0 MI (8.0 KM) EAST ALONG TRUNK
 DF5907'HIGHWAY 70 TO THE JUNCTION OF TRUNK HIGHWAY 70 AND COUNTY ROAD 3, 64.0
 DF5907'FT (19.5 M) NORTH OF TRUNK HIGHWAY 70, 49.0 FT (14.9 M) EAST OF COUNTY
 DF5907'ROAD 3, 1.5 FT (0.5 M) WEST OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 SK0670 ***********************************************************************
 SK0670  DESIGNATION -  2 CER
 SK0670  PID         -  SK0670
 SK0670  STATE/COUNTY-  MN/CLEARWATER
 SK0670  COUNTRY     -  US
 SK0670  USGS QUAD   -  SHEVLIN (2019)
 SK0670
 SK0670                         *CURRENT SURVEY CONTROL
 SK0670  ______________________________________________________________________
 SK0670* NAD 83(1986) POSITION- 47 35 08.     (N) 095 16 10.     (W)   SCALED
 SK0670* NAVD 88 ORTHO HEIGHT -   436.098 (meters)     1430.76  (feet) ADJUSTED
 SK0670  ______________________________________________________________________
 SK0670  GEOID HEIGHT    -        -27.766 (meters)                     GEOID18
 SK0670  DYNAMIC HEIGHT  -        436.146 (meters)     1430.92  (feet) COMP
 SK0670  MODELED GRAVITY -    980,710.3   (mgal)                       NAVD 88
 SK0670
 SK0670  VERT ORDER      -  SECOND    CLASS 0
 SK0670
 SK0670.The horizontal coordinates were scaled from a map and have
 SK0670.an estimated accuracy of +/- 6 seconds.
 SK0670
 SK0670.The orthometric height was determined by differential leveling and
 SK0670.adjusted by the NATIONAL GEODETIC SURVEY
 SK0670.in June 1991.
 SK0670
 SK0670.Significant digits in the geoid height do not necessarily reflect accuracy.
 SK0670.GEOID18 height accuracy estimate available here.
 SK0670
 SK0670.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUN293727(NAD 83)
 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
 SK0670.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SK0670.See file dsdata.pdf to determine how the superseded data were derived.
 SK0670
 SK0670_MARKER: DD = SURVEY DISK
 SK0670_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 SK0670_SP_SET: WINGWALL
 SK0670_STAMPING: 2 CER 1967
 SK0670_MARK LOGO: USGS
 SK0670_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 SK0670
 SK0670  HISTORY     - Date     Condition        Report By
 SK0670  HISTORY     - 1967     MONUMENTED       USGS
 SK0670
 SK0670                          STATION DESCRIPTION
 SK0670
 SK0670'DESCRIBED BY US GEOLOGICAL SURVEY 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 = MARCH 21, 2026 06:05:54 EDT
 SK0669 ***********************************************************************
 SK0669  DESIGNATION -  2 CER RM
 SK0669  PID         -  SK0669
 SK0669  STATE/COUNTY-  MN/CLEARWATER
 SK0669  COUNTRY     -  US
 SK0669  USGS QUAD   -  SHEVLIN (2019)
 SK0669
 SK0669                         *CURRENT SURVEY CONTROL
 SK0669  ______________________________________________________________________
 SK0669* NAD 83(1986) POSITION- 47 35 08.     (N) 095 16 10.     (W)   SCALED
 SK0669* NAVD 88 ORTHO HEIGHT -   436.110 (meters)     1430.80  (feet) ADJUSTED
 SK0669  ______________________________________________________________________
 SK0669  GEOID HEIGHT    -        -27.766 (meters)                     GEOID18
 SK0669  DYNAMIC HEIGHT  -        436.158 (meters)     1430.96  (feet) COMP
 SK0669  MODELED GRAVITY -    980,710.3   (mgal)                       NAVD 88
 SK0669
 SK0669  VERT ORDER      -  SECOND    CLASS 0
 SK0669
 SK0669.The horizontal coordinates were scaled from a map and have
 SK0669.an estimated accuracy of +/- 6 seconds.
 SK0669
 SK0669.The orthometric height was determined by differential leveling and
 SK0669.adjusted by the NATIONAL GEODETIC SURVEY
 SK0669.in June 1991.
 SK0669
 SK0669.Significant digits in the geoid height do not necessarily reflect accuracy.
 SK0669.GEOID18 height accuracy estimate available here.
 SK0669
 SK0669.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUN293727(NAD 83)
 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
 SK0669.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SK0669.See file dsdata.pdf to determine how the superseded data were derived.
 SK0669
 SK0669_MARKER: Q = CHISELED SQUARE
 SK0669_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 SK0669_SP_SET: CONCRETE WINGWALL
 SK0669_STAMPING: 2 CER RM
 SK0669_MARK LOGO: NONE
 SK0669_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SK0669+STABILITY: SURFACE MOTION
 SK0669
 SK0669  HISTORY     - Date     Condition        Report By
 SK0669  HISTORY     - 1967     MONUMENTED       USGS
 SK0669
 SK0669                          STATION DESCRIPTION
 SK0669
 SK0669'DESCRIBED BY US GEOLOGICAL SURVEY 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 = MARCH 21, 2026 06:05:54 EDT
 AC8136 ***********************************************************************
 AC8136  DESIGNATION -  2 DEM
 AC8136  PID         -  AC8136
 AC8136  STATE/COUNTY-  MN/SCOTT
 AC8136  COUNTRY     -  US
 AC8136  USGS QUAD   -  JORDAN EAST (2019)
 AC8136
 AC8136                         *CURRENT SURVEY CONTROL
 AC8136  ______________________________________________________________________
 AC8136* NAD 83(1986) POSITION- 44 37 50.33   (N) 093 30 07.56   (W)   HD_HELD1
 AC8136* NAVD 88 ORTHO HEIGHT -   295.117 (meters)      968.23  (feet) ADJUSTED
 AC8136  ______________________________________________________________________
 AC8136  GEOID HEIGHT    -        -27.104 (meters)                     GEOID18
 AC8136  DYNAMIC HEIGHT  -        295.102 (meters)      968.18  (feet) COMP
 AC8136  MODELED GRAVITY -    980,555.4   (mgal)                       NAVD 88
 AC8136
 AC8136  VERT ORDER      -  SECOND    CLASS I
 AC8136
 AC8136.The horizontal coordinates were determined by differentially corrected
 AC8136.hand held GPS observations or other comparable positioning techniques
 AC8136.and have an estimated accuracy of +/- 3 meters.
 AC8136
 AC8136.The orthometric height was determined by differential leveling and
 AC8136.adjusted by the NATIONAL GEODETIC SURVEY
 AC8136.in May 2019.
 AC8136
 AC8136.Significant digits in the geoid height do not necessarily reflect accuracy.
 AC8136.GEOID18 height accuracy estimate available here.
 AC8136
 AC8136.Click photographs - Photos may exist for this station.
 AC8136
 AC8136.The dynamic height is computed by dividing the NAVD 88
 AC8136.geopotential number by the normal gravity value computed on the
 AC8136.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC8136.degrees latitude (g = 980.6199 gals.).
 AC8136
 AC8136.The modeled gravity was interpolated from observed gravity values.
 AC8136
 AC8136;                    North         East    Units  Estimated Accuracy
 AC8136;SPC MN S     -   281,304.1     839,506.0     MT  (+/- 3 meters HH1 GPS) 
 AC8136
 AC8136_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK6017342043(NAD 83)
 AC8136
 AC8136                          SUPERSEDED SURVEY CONTROL
 AC8136
 AC8136  NAVD 88 (09/20/16)  295.115  (m)          968.22   (f) SUPERSEDED  2 1
 AC8136  NAVD 88 (09/23/97)  295.092  (m)          968.15   (f) SUPERSEDED  2 1
 AC8136
 AC8136.Superseded values are not recommended for survey control.
 AC8136
 AC8136.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC8136.See file dsdata.pdf to determine how the superseded data were derived.
 AC8136
 AC8136_MARKER: DD = SURVEY DISK
 AC8136_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 AC8136_STAMPING: 2 DEM 1974
 AC8136_MARK LOGO: USGS
 AC8136_PROJECTION: RECESSED 10 CENTIMETERS
 AC8136_MAGNETIC: I = MARKER IS A STEEL ROD
 AC8136_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AC8136_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC8136+SATELLITE: SATELLITE OBSERVATIONS - September 17, 2013
 AC8136
 AC8136  HISTORY     - Date     Condition        Report By
 AC8136  HISTORY     - 1974     MONUMENTED       USGS
 AC8136  HISTORY     - 1980     GOOD             MNDT
 AC8136  HISTORY     - 20051015 POOR             USPSQD
 AC8136  HISTORY     - 20080528 GOOD             MNDT
 AC8136  HISTORY     - 20130917 GOOD             MNDT
 AC8136
 AC8136                          STATION DESCRIPTION
 AC8136
 AC8136'DESCRIBED BY MN DEPT OF TRANSP 1980 (EGS)
 AC8136'THE MARK IS LOCATED 1.6 MILES SOUTH ALONG TRUNK HIGHWAY 13 FROM ITS
 AC8136'JUNCTION WITH COUNTY ROAD 10 IN LYDIA, OR 6 MILES NORTH ALONG TRUNK
 AC8136'HIGHWAY 13 FROM ITS EAST JUNCTION WITH TRUNK HIGHWAY 19, IN THE SE 1/4
 AC8136'OF SECTION 31, T114N, R22W.  THE MARK IS IN THE NORTHWEST QUADRANT OF
 AC8136'THE INTERSECTION OF TRUNK HIGHWAY 13 AND COUNTY ROAD 8, 95 FEET WEST
 AC8136'OF THE CENTERLINE OF TRUNK HIGHWAY 13 AT MILEPOINT 76.9, 52 FEET NORTH
 AC8136'OF THE CENTERLINE OF COUNTY ROAD 8, 2 FEET EAST OF A POWER POLE, AND
 AC8136'1.0 FOOT EAST OF A STEEL WITNESS POST.  THE MARK, A STANDARD USGS
 AC8136'BENCH MARK DISK STAMPED---2 DEM 1974---, IS SET ON THE TOP OF A 5/8
 AC8136'INCH DIAMETER COPPER COATED STEEL ROD THAT IS SET IN A 6 INCH DIAMETER
 AC8136'DRAIN TILE THAT IS BURIED 5 INCHES BELOW THE SURFACE OF THE GROUND.
 AC8136
 AC8136                          STATION RECOVERY (2005)
 AC8136
 AC8136'RECOVERY NOTE BY US POWER SQUADRON 2005 (BC)
 AC8136'MARK ID IS DIFFICULT TO READ AND IN POOR CONDITION
 AC8136
 AC8136                          STATION RECOVERY (2008)
 AC8136
 AC8136'RECOVERY NOTE BY MN DEPT OF TRANSP 2008 (WEF)
 AC8136'THE STATION IS LOCATED ABOUT 7.0 MI (11.3 KM) NORTH-NORTHEAST OF NEW
 AC8136'PRAGUE, 6.9 MI (11.1 KM) SOUTHWEST OF PRIOR LAKE AND 6.6 MI (10.6 KM)
 AC8136'EAST-SOUTHEAST OF JORDAN.
 AC8136'
 AC8136'TO REACH TO THE MARK GO 1.8 MI (2.9 KM) SOUTH OF THE JUNCTION OF TRUNK
 AC8136'HIGHWAY 13 AND COUNTY ROAD 10 AT LYDIA, 6 MI (9.7 KM) NORTH OF TRUNK
 AC8136'HIGHWAY 19, 95 FT (29.0 M) WEST OF TRUNK HIGHWAY 13, AT TRUNK HIGHWAY
 AC8136'13 MILE POINT 76.9, 52 FT (15.8 M) NORTH OF COUNTY ROAD 8, 9.25 FT
 AC8136'(2.8 M) SOUTH-SOUTHEAST OF POWER POLE, 1.0 FT (0.3 M) EAST OF A
 AC8136'WITNESS POST.
 AC8136
 AC8136                          STATION RECOVERY (2013)
 AC8136
 AC8136'RECOVERY NOTE BY MN DEPT OF TRANSP 2013 (KMS)
 AC8136'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DI4114 ***********************************************************************
 DI4114  DESIGNATION -  2 DHB
 DI4114  PID         -  DI4114
 DI4114  STATE/COUNTY-  MN/CLAY
 DI4114  COUNTRY     -  US
 DI4114  USGS QUAD   -  FELTON (2019)
 DI4114
 DI4114                         *CURRENT SURVEY CONTROL
 DI4114  ______________________________________________________________________
 DI4114* NAD 83(2011) POSITION- 47 07 22.40591(N) 096 36 22.00651(W)   ADJUSTED
 DI4114* NAD 83(2011) ELLIP HT-   246.233 (meters)        (06/27/12)   ADJUSTED
 DI4114* NAD 83(2011) EPOCH   -  2010.00
 DI4114* NAVD 88 ORTHO HEIGHT -   272.7   (meters)      895.    (feet) GPS OBS
 DI4114  ______________________________________________________________________
 DI4114  NAVD 88 orthometric height was determined with geoid model    GEOID03
 DI4114  GEOID HEIGHT    -        -26.465 (meters)                     GEOID03
 DI4114  GEOID HEIGHT    -        -26.506 (meters)                     GEOID18
 DI4114  NAD 83(2011) X  -   -500,190.692 (meters)                     COMP
 DI4114  NAD 83(2011) Y  - -4,318,985.935 (meters)                     COMP
 DI4114  NAD 83(2011) Z  -  4,651,251.965 (meters)                     COMP
 DI4114  LAPLACE CORR    -         -2.28  (seconds)                    DEFLEC18
 DI4114
 DI4114  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DI4114  Standards:
 DI4114         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DI4114            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DI4114  -------------------------------------------------------------------
 DI4114  NETWORK    0.74   1.53           0.35   0.23   0.78      0.10339253
 DI4114  -------------------------------------------------------------------
 DI4114  Click here for local accuracies and other accuracy information.
 DI4114
 DI4114.The horizontal coordinates were established by GPS observations
 DI4114.and adjusted by the National Geodetic Survey in June 2012.
 DI4114
 DI4114.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DI4114.been affixed to the stable North American tectonic plate. See 
 DI4114.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DI4114
 DI4114.The horizontal coordinates are valid at the epoch date displayed above
 DI4114.which is a decimal equivalence of Year/Month/Day.
 DI4114
 DI4114.The orthometric height was determined by GPS observations and a
 DI4114.high-resolution geoid model.
 DI4114
 DI4114.Significant digits in the geoid height do not necessarily reflect accuracy.
 DI4114.GEOID18 height accuracy estimate available here.
 DI4114
 DI4114.Click photographs - Photos may exist for this station.
 DI4114
 DI4114.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DI4114
 DI4114.The Laplace correction was computed from DEFLEC18 derived deflections.
 DI4114
 DI4114.The ellipsoidal height was determined by GPS observations
 DI4114.and is referenced to NAD 83.
 DI4114
 DI4114. The following values were computed from the NAD 83(2011) position.
 DI4114
 DI4114;                    North         East     Units Scale Factor Converg.
 DI4114;SPC MN C     -   338,621.304   621,238.142   MT  1.00001675   -1 42 15.8
 DI4114;SPC MN C     - 1,110,960.06  2,038,178.80   sFT  1.00001675   -1 42 15.8
 DI4114;UTM  14      - 5,221,601.142   681,575.077   MT  1.00000521   +1 45 17.1
 DI4114
 DI4114!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DI4114!SPC MN C     -   0.99996141  x   1.00001675  =   0.99997815
 DI4114!UTM  14      -   0.99996141  x   1.00000521  =   0.99996661
 DI4114
 DI4114_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPT8157521601(NAD 83)
 DI4114
 DI4114                          SUPERSEDED SURVEY CONTROL
 DI4114
 DI4114  NAD 83(2007)-  47 07 22.40590(N)    096 36 22.00729(W) AD(2002.00) 1
 DI4114  ELLIP H (07/07/11)  246.262  (m)                       GP(2002.00) 4 1
 DI4114  NAD 83(1996)-  47 07 22.40548(N)    096 36 22.00726(W) AD(       ) 1
 DI4114  ELLIP H (03/19/07)  246.270  (m)                       GP(       ) 4 1
 DI4114
 DI4114.Superseded values are not recommended for survey control.
 DI4114
 DI4114.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DI4114.See file dsdata.pdf to determine how the superseded data were derived.
 DI4114
 DI4114_MARKER: DD = SURVEY DISK
 DI4114_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DI4114_STAMPING: 2 DHB 1965
 DI4114_MARK LOGO: USGS
 DI4114_PROJECTION: FLUSH
 DI4114_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 DI4114_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DI4114+STABILITY: SURFACE MOTION
 DI4114_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DI4114+SATELLITE: SATELLITE OBSERVATIONS - July 13, 2021
 DI4114
 DI4114  HISTORY     - Date     Condition        Report By
 DI4114  HISTORY     - 1965     MONUMENTED       USGS
 DI4114  HISTORY     - 20210713 GOOD             MNDT
 DI4114
 DI4114                          STATION DESCRIPTION
 DI4114
 DI4114'DESCRIBED BY US GEOLOGICAL SURVEY 1965
 DI4114'3.0 MILES NORTH ALONG TRUNK HIGHWAY 9 FROM JUNCTION OF TRUNK HIGHWAY 9
 DI4114'AND COUNTY ROAD 34 IN FELTON, THEN 5.0 MILES WEST ON 190TH AVENUE
 DI4114'NORTH, 51 FEET EAST OF 90TH STREET NORTH, 48 FEET NORTH OF 190TH
 DI4114'AVENUE NORTH, 3 FEET SOUTH OF POWER POLE, 0.5 FEET WEST OF WITNESS
 DI4114'POST.
 DI4114
 DI4114                          STATION RECOVERY (2021)
 DI4114
 DI4114'RECOVERY NOTE BY MN DEPT OF TRANSP 2021 (DAS)
 DI4114'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DH4955 ***********************************************************************
 DH4955  DESIGNATION -  2 DNB
 DH4955  PID         -  DH4955
 DH4955  STATE/COUNTY-  MN/PINE
 DH4955  COUNTRY     -  US
 DH4955  USGS QUAD   -  SANDSTONE SOUTH (2019)
 DH4955
 DH4955                         *CURRENT SURVEY CONTROL
 DH4955  ______________________________________________________________________
 DH4955* NAD 83(2011) POSITION- 46 00 40.76024(N) 092 52 08.38793(W)   ADJUSTED
 DH4955* NAD 83(2011) ELLIP HT-   272.679 (meters)        (03/31/15)   ADJUSTED
 DH4955* NAD 83(2011) EPOCH   -  2010.00
 DH4955* NAVD 88 ORTHO HEIGHT -   299.996 (meters)      984.24  (feet) ADJUSTED
 DH4955  ______________________________________________________________________
 DH4955  GEOID HEIGHT    -        -27.318 (meters)                     GEOID18
 DH4955  NAD 83(2011) X  -   -222,113.247 (meters)                     COMP
 DH4955  NAD 83(2011) Y  - -4,432,041.969 (meters)                     COMP
 DH4955  NAD 83(2011) Z  -  4,566,317.857 (meters)                     COMP
 DH4955  LAPLACE CORR    -          8.62  (seconds)                    DEFLEC18
 DH4955  DYNAMIC HEIGHT  -        300.004 (meters)      984.26  (feet) COMP
 DH4955  MODELED GRAVITY -    980,634.0   (mgal)                       NAVD 88
 DH4955
 DH4955  VERT ORDER      -  SECOND    CLASS I
 DH4955
 DH4955  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DH4955  Standards:
 DH4955         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DH4955            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DH4955  -------------------------------------------------------------------
 DH4955  NETWORK    1.35   0.94           0.63   0.44   0.48      0.03961601
 DH4955  -------------------------------------------------------------------
 DH4955  Click here for local accuracies and other accuracy information.
 DH4955
 DH4955.The horizontal coordinates were established by GPS observations
 DH4955.and adjusted by the MN DEPT OF TRANSP in March 2015.
 DH4955
 DH4955.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DH4955.been affixed to the stable North American tectonic plate. See 
 DH4955.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DH4955
 DH4955.The horizontal coordinates are valid at the epoch date displayed above
 DH4955.which is a decimal equivalence of Year/Month/Day.
 DH4955
 DH4955.The orthometric height was determined by differential leveling and
 DH4955.adjusted by the NATIONAL GEODETIC SURVEY
 DH4955.in September 2016.
 DH4955
 DH4955.Significant digits in the geoid height do not necessarily reflect accuracy.
 DH4955.GEOID18 height accuracy estimate available here.
 DH4955
 DH4955.Click photographs - Photos may exist for this station.
 DH4955
 DH4955.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH4955
 DH4955.The Laplace correction was computed from DEFLEC18 derived deflections.
 DH4955
 DH4955.The ellipsoidal height was determined by GPS observations
 DH4955.and is referenced to NAD 83.
 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. The following values were computed from the NAD 83(2011) position.
 DH4955
 DH4955;                    North         East     Units Scale Factor Converg.
 DH4955;SPC MN C     -   213,336.728   906,943.192   MT  0.99993789   +0 59 56.4
 DH4955;SPC MN C     -   699,922.25  2,975,529.46   sFT  0.99993789   +0 59 56.4
 DH4955;UTM  15      - 5,095,313.819   510,141.823   MT  0.99960126   +0 05 39.3
 DH4955
 DH4955!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH4955!SPC MN C     -   0.99995725  x   0.99993789  =   0.99989515
 DH4955!UTM  15      -   0.99995725  x   0.99960126  =   0.99955853
 DH4955
 DH4955_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWL1014195313(NAD 83)
 DH4955
 DH4955                          SUPERSEDED SURVEY CONTROL
 DH4955
 DH4955  NAVD 88 (03/27/06)  300.004  (m)          984.26   (f) SUPERSEDED  2 1
 DH4955
 DH4955.Superseded values are not recommended for survey control.
 DH4955
 DH4955.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH4955.See file dsdata.pdf to determine how the superseded data were derived.
 DH4955
 DH4955_MARKER: DD = SURVEY DISK
 DH4955_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 DH4955_STAMPING: 2 DNB 1978
 DH4955_MARK LOGO: USGS
 DH4955_PROJECTION: FLUSH
 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 30, 2020
 DH4955
 DH4955  HISTORY     - Date     Condition        Report By
 DH4955  HISTORY     - 19780401 MONUMENTED       USGS
 DH4955  HISTORY     - 19970409 GOOD             MNDT
 DH4955  HISTORY     - 20080124 GOOD             MNDT
 DH4955  HISTORY     - 20120828 GOOD             MNDT
 DH4955  HISTORY     - 20200430 GOOD             MNDT
 DH4955
 DH4955                          STATION DESCRIPTION
 DH4955
 DH4955'DESCRIBED BY MN DEPT OF TRANSP 1997 (DKH)
 DH4955'THE MARK WAS RECOVERED IN GOOD CONDITION.  THE MARK IS 3.25 MI (5.23
 DH4955'KM) EAST ON TH 48 FROM JCT OF TH 48 AND FAI 35 AT HINCKLEY, 388 FT
 DH4955'(118.3 M) WEST OF SEC LINE FENCE AND HWY AT SEC COR, 75.3 FT (23.0 M)
 DH4955'NORTH AND 105 FT (32.0 M) WEST OF TH 48 AT DRIVE NORTH, 14.5 FT (4.4
 DH4955'M) WEST OF P-POLE, 2.8 FT (0.9 M) WSW OF R/W MON AND WIT POST,
 DH4955'MAGNETIC, AND SUITABLE FOR GPS.
 DH4955
 DH4955                          STATION RECOVERY (2008)
 DH4955
 DH4955'RECOVERY NOTE BY MN DEPT OF TRANSP 2008 (DAS)
 DH4955'RECOVERED AS DESCRIBED.
 DH4955
 DH4955                          STATION RECOVERY (2012)
 DH4955
 DH4955'RECOVERY NOTE BY MN DEPT OF TRANSP 2012 (KMS)
 DH4955'3.25 MI (5.2 KM) EAST ON TRUNK HIGHWAY 48 FROM THE JUNCTION OF TRUNK
 DH4955'HIGHWAY 48 AND INTERSTATE HIGHWAY 35 AT HINCKLEY, AT TRUNK HIGHWAY 48
 DH4955'MILE POINT 3.02, 75.3 FT (23.0 M) NORTH OF TRUNK HIGHWAY 48, 105.0 FT
 DH4955'(32.0 M) WEST OF DRIVE NUMBER 26867 NORTH, 14.5 FT (4.4 M) WEST OF
 DH4955'POWER POLE, 2.8 FT (0.9 M) WEST-SOUTHWEST OF RIGHT-OF-WAY MONUMENT,
 DH4955'2.0 FT (0.6 M) WEST OF A WITNESS POST AND RIGHT-OF-WAY SIGN.
 DH4955
 DH4955                          STATION RECOVERY (2020)
 DH4955
 DH4955'RECOVERY NOTE BY MN DEPT OF TRANSP 2020 (TJD)
 DH4955'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DK6147 ***********************************************************************
 DK6147  DESIGNATION -  2 EV
 DK6147  PID         -  DK6147
 DK6147  STATE/COUNTY-  MN/MARSHALL
 DK6147  COUNTRY     -  US
 DK6147  USGS QUAD   -  MIDDLE RIVER NE (2019)
 DK6147
 DK6147                         *CURRENT SURVEY CONTROL
 DK6147  ______________________________________________________________________
 DK6147* NAD 83(2011) POSITION- 48 29 08.79143(N) 096 00 57.46106(W)   ADJUSTED
 DK6147* NAD 83(2011) ELLIP HT-   334.630 (meters)        (06/27/12)   ADJUSTED
 DK6147* NAD 83(2011) EPOCH   -  2010.00
 DK6147* NAVD 88 ORTHO HEIGHT -   361.9   (meters)     1187.    (feet) GPS OBS
 DK6147  ______________________________________________________________________
 DK6147  NAVD 88 orthometric height was determined with geoid model    GEOID03
 DK6147  GEOID HEIGHT    -        -27.288 (meters)                     GEOID03
 DK6147  GEOID HEIGHT    -        -27.304 (meters)                     GEOID18
 DK6147  NAD 83(2011) X  -   -443,918.973 (meters)                     COMP
 DK6147  NAD 83(2011) Y  - -4,212,318.473 (meters)                     COMP
 DK6147  NAD 83(2011) Z  -  4,753,099.932 (meters)                     COMP
 DK6147  LAPLACE CORR    -         -0.98  (seconds)                    DEFLEC18
 DK6147
 DK6147  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DK6147  Standards:
 DK6147         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DK6147            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DK6147  -------------------------------------------------------------------
 DK6147  NETWORK    1.45   1.14           0.65   0.52   0.58     -0.00046228
 DK6147  -------------------------------------------------------------------
 DK6147  Click here for local accuracies and other accuracy information.
 DK6147
 DK6147.The horizontal coordinates were established by GPS observations
 DK6147.and adjusted by the National Geodetic Survey in June 2012.
 DK6147
 DK6147.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DK6147.been affixed to the stable North American tectonic plate. See 
 DK6147.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DK6147
 DK6147.The horizontal coordinates are valid at the epoch date displayed above
 DK6147.which is a decimal equivalence of Year/Month/Day.
 DK6147
 DK6147.The orthometric height was determined by GPS observations and a
 DK6147.high-resolution geoid model.
 DK6147
 DK6147.Significant digits in the geoid height do not necessarily reflect accuracy.
 DK6147.GEOID18 height accuracy estimate available here.
 DK6147
 DK6147.Click photographs - Photos may exist for this station.
 DK6147
 DK6147.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DK6147
 DK6147.The Laplace correction was computed from DEFLEC18 derived deflections.
 DK6147
 DK6147.The ellipsoidal height was determined by GPS observations
 DK6147.and is referenced to NAD 83.
 DK6147
 DK6147. The following values were computed from the NAD 83(2011) position.
 DK6147
 DK6147;                    North         East     Units Scale Factor Converg.
 DK6147;SPC MN N     -   324,837.851   584,504.216   MT  0.99996731   -2 09 40.9
 DK6147;SPC MN N     - 1,065,738.85  1,917,660.92   sFT  0.99996731   -2 09 40.9
 DK6147;UTM  14      - 5,374,595.531   720,486.108   MT  1.00019732   +2 14 07.1
 DK6147;UTM  15      - 5,374,688.083   277,155.426   MT  1.00021017   -2 15 33.3
 DK6147
 DK6147!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DK6147!SPC MN N     -   0.99994756  x   0.99996731  =   0.99991487
 DK6147!UTM  14      -   0.99994756  x   1.00019732  =   1.00014487
 DK6147!UTM  15      -   0.99994756  x   1.00021017  =   1.00015772
 DK6147
 DK6147_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UQU2048674595(NAD 83)
 DK6147
 DK6147                          SUPERSEDED SURVEY CONTROL
 DK6147
 DK6147  NAD 83(2007)-  48 29 08.79127(N)    096 00 57.46206(W) AD(2002.00) 1
 DK6147  ELLIP H (07/11/08)  334.666  (m)                       GP(2002.00) 1 1
 DK6147
 DK6147.Superseded values are not recommended for survey control.
 DK6147
 DK6147.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK6147.See file dsdata.pdf to determine how the superseded data were derived.
 DK6147
 DK6147_MARKER: DB = BENCH MARK DISK
 DK6147_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DK6147_STAMPING: 1186 2 EV 1959
 DK6147_MARK LOGO: USGS
 DK6147_PROJECTION: FLUSH
 DK6147_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DK6147_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DK6147+STABILITY: SURFACE MOTION
 DK6147_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DK6147+SATELLITE: SATELLITE OBSERVATIONS - June 18, 2020
 DK6147
 DK6147  HISTORY     - Date     Condition        Report By
 DK6147  HISTORY     - 1959     MONUMENTED       USGS
 DK6147  HISTORY     - 20071219 GOOD             MN-089
 DK6147  HISTORY     - 20200618 GOOD             MNDT
 DK6147
 DK6147                          STATION DESCRIPTION
 DK6147
 DK6147'DESCRIBED BY MARSHALL COUNTY MINNESOTA 2007 (BAK)
 DK6147'3.5 MILES NORTH AND 6.6 MILES EAST OF MIDDLE RIVER 7.0 MILES EAST
 DK6147'ALONG COUNTY ROAD 6 FROM THE JUNCTION OF COUNTY ROAD 6 AND TRUNK
 DK6147'HIGHWAY 32 IN MIDDLE RIVER, THENCE 3.05 MILES NORTH ALONG 210TH AVENUE
 DK6147'NORTHEAST, 35 FEET NORTH AND 41 FEET WEST OF RIGHT ANGLE TURN, 33 FEET
 DK6147'WEST OF FIELD ROAD, 24 FEET WEST-NORTHWEST OF WEST END OF METAL
 DK6147'CULVERT, 2 FEET EAST OF POWER POLE, 1.0 FOOT SOUTH OF WITNESS POST.
 DK6147
 DK6147                          STATION RECOVERY (2020)
 DK6147
 DK6147'RECOVERY NOTE BY MN DEPT OF TRANSP 2020 (KMS)
 DK6147'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 PP3402 ***********************************************************************
 PP3402  DESIGNATION -  2 GAF
 PP3402  PID         -  PP3402
 PP3402  STATE/COUNTY-  MN/DAKOTA
 PP3402  COUNTRY     -  US
 PP3402  USGS QUAD   -  MIESVILLE (2019)
 PP3402
 PP3402                         *CURRENT SURVEY CONTROL
 PP3402  ______________________________________________________________________
 PP3402* NAD 83(1986) POSITION- 44 36 04.92   (N) 092 51 25.96   (W)   HD_HELD1
 PP3402* NAVD 88 ORTHO HEIGHT -   289.039 (meters)      948.29  (feet) ADJUSTED
 PP3402  ______________________________________________________________________
 PP3402  GEOID HEIGHT    -        -29.432 (meters)                     GEOID18
 PP3402  DYNAMIC HEIGHT  -        288.999 (meters)      948.16  (feet) COMP
 PP3402  MODELED GRAVITY -    980,470.4   (mgal)                       NAVD 88
 PP3402
 PP3402  VERT ORDER      -  SECOND    CLASS I
 PP3402
 PP3402.The horizontal coordinates were determined by differentially corrected
 PP3402.hand held GPS observations or other comparable positioning techniques
 PP3402.and have an estimated accuracy of +/- 3 meters.
 PP3402
 PP3402.The orthometric height was determined by differential leveling and
 PP3402.adjusted by the NATIONAL GEODETIC SURVEY
 PP3402.in September 2016.
 PP3402
 PP3402.Significant digits in the geoid height do not necessarily reflect accuracy.
 PP3402.GEOID18 height accuracy estimate available here.
 PP3402
 PP3402.Click photographs - Photos may exist for this station.
 PP3402
 PP3402.The dynamic height is computed by dividing the NAVD 88
 PP3402.geopotential number by the normal gravity value computed on the
 PP3402.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP3402.degrees latitude (g = 980.6199 gals.).
 PP3402
 PP3402.The modeled gravity was interpolated from observed gravity values.
 PP3402
 PP3402;                    North         East    Units  Estimated Accuracy
 PP3402;SPC MN S     -   278,564.4     890,718.0     MT  (+/- 3 meters HH1 GPS) 
 PP3402
 PP3402_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWK1133138678(NAD 83)
 PP3402
 PP3402                          SUPERSEDED SURVEY CONTROL
 PP3402
 PP3402  NAVD 88 (06/23/95)  289.062  (m)          948.36   (f) SUPERSEDED  2 1
 PP3402
 PP3402.Superseded values are not recommended for survey control.
 PP3402
 PP3402.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PP3402.See file dsdata.pdf to determine how the superseded data were derived.
 PP3402
 PP3402_MARKER: DB = BENCH MARK DISK
 PP3402_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 PP3402_STAMPING: 2 GAF 1955 948
 PP3402_MARK LOGO: USGS
 PP3402_PROJECTION: PROJECTING 5 CENTIMETERS
 PP3402_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 PP3402_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PP3402_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PP3402+SATELLITE: SATELLITE OBSERVATIONS - September 29, 2022
 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  HISTORY     - 20141022 GOOD             MNDT
 PP3402  HISTORY     - 20220929 GOOD             MNDT
 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
 PP3402
 PP3402                          STATION RECOVERY (2014)
 PP3402
 PP3402'RECOVERY NOTE BY MN DEPT OF TRANSP 2014 (MAS)
 PP3402'RECOVERED AS DESCRIBED.
 PP3402
 PP3402                          STATION RECOVERY (2022)
 PP3402
 PP3402'RECOVERY NOTE BY MN DEPT OF TRANSP 2022 (MJS)
 PP3402'2.0 MI (3.2 KM) WEST OF MIESVILLE, AT TRUNK HIGHWAY 50 MILE POINT
 PP3402'25.7, IN THE NORTHWEST QUADRANT OF THE JUNCTION OF TRUNK HIGHWAY 20
 PP3402'AND TRUNK HIGHWAY 50 (THE JUNCTION IS 2.0 MI (3.2 KM) WEST OF
 PP3402'MIESVILLE), 100.5 FT (30.6 M) NORTH OF TRUNK HIGHWAY 50, 46.0 FT (14.0
 PP3402'M) WEST-NORTHWEST OF TRUNK HIGHWAY 20 EXTENDED, 72.8 FT (22.2 M)
 PP3402'NORTH-NORTHEAST OF A LIGHT STANDARD, 32.8 FT (10.0 M) NORTH-NORTHEAST
 PP3402'OF A TELEPHONE CABLE POST, 29.5 FT (9.0 M) SOUTH-SOUTHWEST OF A POWER
 PP3402'POLE NUMBER 120, 0.6 FT (18 CM) EAST-SOUTHEAST OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DF4765 ***********************************************************************
 DF4765  DESIGNATION -  2 GJS
 DF4765  PID         -  DF4765
 DF4765  STATE/COUNTY-  MN/DODGE
 DF4765  COUNTRY     -  US
 DF4765  USGS QUAD   -  HAYFIELD (2019)
 DF4765
 DF4765                         *CURRENT SURVEY CONTROL
 DF4765  ______________________________________________________________________
 DF4765* NAD 83(2011) POSITION- 43 59 11.71475(N) 092 50 21.76058(W)   ADJUSTED
 DF4765* NAD 83(2011) ELLIP HT-   367.870 (meters)        (06/27/12)   ADJUSTED
 DF4765* NAD 83(2011) EPOCH   -  2010.00
 DF4765* NAVD 88 ORTHO HEIGHT -   397.4   (meters)     1304.    (feet) GPS OBS
 DF4765  ______________________________________________________________________
 DF4765  NAVD 88 orthometric height was determined with geoid model    GEOID99
 DF4765  GEOID HEIGHT    -        -29.426 (meters)                     GEOID99
 DF4765  GEOID HEIGHT    -        -29.496 (meters)                     GEOID18
 DF4765  NAD 83(2011) X  -   -227,706.880 (meters)                     COMP
 DF4765  NAD 83(2011) Y  - -4,591,132.830 (meters)                     COMP
 DF4765  NAD 83(2011) Z  -  4,407,274.942 (meters)                     COMP
 DF4765  LAPLACE CORR    -         -8.96  (seconds)                    DEFLEC18
 DF4765
 DF4765  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DF4765  Standards:
 DF4765         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DF4765            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DF4765  -------------------------------------------------------------------
 DF4765  NETWORK    1.21   1.04           0.56   0.40   0.53      0.04338460
 DF4765  -------------------------------------------------------------------
 DF4765  Click here for local accuracies and other accuracy information.
 DF4765
 DF4765.The horizontal coordinates were established by GPS observations
 DF4765.and adjusted by the National Geodetic Survey in June 2012.
 DF4765
 DF4765.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DF4765.been affixed to the stable North American tectonic plate. See 
 DF4765.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DF4765
 DF4765.The horizontal coordinates are valid at the epoch date displayed above
 DF4765.which is a decimal equivalence of Year/Month/Day.
 DF4765
 DF4765.The orthometric height was determined by GPS observations and a
 DF4765.high-resolution geoid model.
 DF4765
 DF4765.Significant digits in the geoid height do not necessarily reflect accuracy.
 DF4765.GEOID18 height accuracy estimate available here.
 DF4765
 DF4765.Click photographs - Photos may exist for this station.
 DF4765
 DF4765.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DF4765
 DF4765.The Laplace correction was computed from DEFLEC18 derived deflections.
 DF4765
 DF4765.The ellipsoidal height was determined by GPS observations
 DF4765.and is referenced to NAD 83.
 DF4765
 DF4765. The following values were computed from the NAD 83(2011) position.
 DF4765
 DF4765;                    North         East     Units Scale Factor Converg.
 DF4765;SPC MN S     -   210,282.757   893,103.394   MT  0.99996216   +0 48 48.6
 DF4765;SPC MN S     -   689,902.68  2,930,123.39   sFT  0.99996216   +0 48 48.6
 DF4765;UTM  15      - 4,870,395.677   512,880.632   MT  0.99960204   +0 06 41.6
 DF4765
 DF4765!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF4765!SPC MN S     -   0.99994232  x   0.99996216  =   0.99990448
 DF4765!UTM  15      -   0.99994232  x   0.99960204  =   0.99954438
 DF4765
 DF4765_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWJ1288070395(NAD 83)
 DF4765
 DF4765                          SUPERSEDED SURVEY CONTROL
 DF4765
 DF4765  NAD 83(2007)-  43 59 11.71499(N)    092 50 21.76153(W) AD(2002.00) 0
 DF4765  ELLIP H (02/10/07)  367.896  (m)                       GP(2002.00)    
 DF4765  NAD 83(1996)-  43 59 11.71438(N)    092 50 21.76084(W) AD(       ) 1
 DF4765  ELLIP H (04/02/03)  367.955  (m)                       GP(       ) 3 2
 DF4765
 DF4765.Superseded values are not recommended for survey control.
 DF4765
 DF4765.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF4765.See file dsdata.pdf to determine how the superseded data were derived.
 DF4765
 DF4765_MARKER: DD = SURVEY DISK
 DF4765_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 DF4765_STAMPING: 2 GJS 1964 1304
 DF4765_MARK LOGO: USGS
 DF4765_PROJECTION: FLUSH
 DF4765_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DF4765_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DF4765_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DF4765+SATELLITE: SATELLITE OBSERVATIONS - April 25, 2013
 DF4765
 DF4765  HISTORY     - Date     Condition        Report By
 DF4765  HISTORY     - 19640601 MONUMENTED       USGS
 DF4765  HISTORY     - 20000401 GOOD             MNDT
 DF4765  HISTORY     - 20130425 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
 DF4765
 DF4765                          STATION RECOVERY (2013)
 DF4765
 DF4765'RECOVERY NOTE BY MN DEPT OF TRANSP 2013 (KMS)
 DF4765'3.0 MI (4.8 KM) SOUTH OF DODGE CENTER, 1.7 MI (2.7 KM) SOUTH ALONG
 DF4765'TRUNK HIGHWAY 56  FROM THE JUNCTION OF TRUNK HIGHWAY 56 AND TRUNK
 DF4765'HIGHWAY 14 IN DODGE CENTER, TO TRUNK HIGHWAY 56 MILE POINT 53.4, THEN
 DF4765'1.0 MI (1.6 KM) EAST ALONG 660TH STREET, THEN 0.5 MI (0.8 KM) SOUTH
 DF4765'ALONG 200TH AVENUE EAST, 42.0 FT (12.8 M) WEST OF 200TH AVENUE, 18.0
 DF4765'FT (5.5 M) NORTH OF A FIELD ENTRANCE, 3.0 FT (0.9 M) NORTH OF 665TH
 DF4765'STREET EXTENDED, 2.8 FT (0.9 M) SOUTH OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 ON0558 ***********************************************************************
 ON0558  DESIGNATION -  2 GT
 ON0558  PID         -  ON0558
 ON0558  STATE/COUNTY-  MN/WINONA
 ON0558  COUNTRY     -  US
 ON0558  USGS QUAD   -  WITOKA (2019)
 ON0558
 ON0558                         *CURRENT SURVEY CONTROL
 ON0558  ______________________________________________________________________
 ON0558* NAD 83(1986) POSITION- 43 54 53.     (N) 091 36 37.     (W)   SCALED
 ON0558* NAVD 88 ORTHO HEIGHT -   406.899 (meters)     1334.97  (feet) ADJUSTED
 ON0558  ______________________________________________________________________
 ON0558  GEOID HEIGHT    -        -30.618 (meters)                     GEOID18
 ON0558  DYNAMIC HEIGHT  -        406.826 (meters)     1334.73  (feet) COMP
 ON0558  MODELED GRAVITY -    980,426.0   (mgal)                       NAVD 88
 ON0558
 ON0558  VERT ORDER      -  SECOND    CLASS 0
 ON0558
 ON0558.The horizontal coordinates were scaled from a map and have
 ON0558.an estimated accuracy of +/- 6 seconds.
 ON0558
 ON0558.The orthometric height was determined by differential leveling and
 ON0558.adjusted by the NATIONAL GEODETIC SURVEY
 ON0558.in June 1991.
 ON0558
 ON0558.Significant digits in the geoid height do not necessarily reflect accuracy.
 ON0558.GEOID18 height accuracy estimate available here.
 ON0558
 ON0558.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXJ115633(NAD 83)
 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
 ON0558.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ON0558.See file dsdata.pdf to determine how the superseded data were derived.
 ON0558
 ON0558_MARKER: DD = SURVEY DISK
 ON0558_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 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 = MARCH 21, 2026 06:05:54 EDT
 PR0776 ***********************************************************************
 PR0776  DESIGNATION -  2 JA
 PR0776  PID         -  PR0776
 PR0776  STATE/COUNTY-  MN/LINCOLN
 PR0776  COUNTRY     -  US
 PR0776  USGS QUAD   -  TYLER (2019)
 PR0776
 PR0776                         *CURRENT SURVEY CONTROL
 PR0776  ______________________________________________________________________
 PR0776* NAD 83(1996) POSITION- 44 15 19.88297(N) 096 08 08.13093(W)   ADJUSTED
 PR0776* NAVD 88 ORTHO HEIGHT -   534.7   (meters)     1754.    (feet) VERTCON3
 PR0776  ______________________________________________________________________
 PR0776  GEOID HEIGHT    -        -26.155 (meters)                     GEOID18
 PR0776  LAPLACE CORR    -         -4.47  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 PR0776.GEOID18 height accuracy estimate available here.
 PR0776
 PR0776.Click photographs - Photos may exist for this station.
 PR0776
 PR0776.The Laplace correction was computed from DEFLEC18 derived deflections.
 PR0776
 PR0776. The following values were computed from the NAD 83(1996) position.
 PR0776
 PR0776;                    North         East     Units Scale Factor Converg.
 PR0776;SPC MN S     -   241,730.416   629,480.266   MT  0.99993121   -1 29 48.8
 PR0776;SPC MN S     -   793,077.21  2,065,219.84   sFT  0.99993121   -1 29 48.8
 PR0776;UTM  14      - 4,904,244.444   728,666.081   MT  1.00024311   +1 59 59.3
 PR0776
 PR0776!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PR0776!SPC MN S     -   0.99992027  x   0.99993121  =   0.99985149
 PR0776!UTM  14      -   0.99992027  x   1.00024311  =   1.00016336
 PR0776
 PR0776:                Primary Azimuth Mark                     Grid Az
 PR0776:SPC MN S     -  TYLER MUNICIPAL TANK                     004 42 32.1
 PR0776:UTM  14      -  TYLER MUNICIPAL TANK                     001 12 44.0
 PR0776
 PR0776_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQQ2866604244(NAD 83)
 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
 PR0776.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PR0776.See file dsdata.pdf to determine how the superseded data were derived.
 PR0776
 PR0776_MARKER: DB = BENCH MARK DISK
 PR0776_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PR0776_STAMPING: ET 2 JA 1961
 PR0776_MARK LOGO: USGS
 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 = MARCH 21, 2026 06:05:54 EDT
 DK7772 ***********************************************************************
 DK7772  DESIGNATION -  2 JES
 DK7772  PID         -  DK7772
 DK7772  STATE/COUNTY-  MN/TRAVERSE
 DK7772  COUNTRY     -  US
 DK7772  USGS QUAD   -  BEARDSLEY NW (2019)
 DK7772
 DK7772                         *CURRENT SURVEY CONTROL
 DK7772  ______________________________________________________________________
 DK7772* NAD 83(1986) POSITION- 45 40 23.41   (N) 096 44 22.58   (W)   HD_HELD1
 DK7772* NAVD 88 ORTHO HEIGHT -   341.623 (meters)     1120.81  (feet) ADJUSTED
 DK7772  ______________________________________________________________________
 DK7772  GEOID HEIGHT    -        -26.137 (meters)                     GEOID18
 DK7772  DYNAMIC HEIGHT  -        341.608 (meters)     1120.76  (feet) COMP
 DK7772  MODELED GRAVITY -    980,562.2   (mgal)                       NAVD 88
 DK7772
 DK7772  VERT ORDER      -  SECOND    CLASS I
 DK7772
 DK7772.The horizontal coordinates were determined by differentially corrected
 DK7772.hand held GPS observations or other comparable positioning techniques
 DK7772.and have an estimated accuracy of +/- 3 meters.
 DK7772
 DK7772.The orthometric height was determined by differential leveling and
 DK7772.adjusted by the NATIONAL GEODETIC SURVEY
 DK7772.in April 2009.
 DK7772
 DK7772.No vertical observational check was made to the station.
 DK7772
 DK7772.Significant digits in the geoid height do not necessarily reflect accuracy.
 DK7772.GEOID18 height accuracy estimate available here.
 DK7772
 DK7772.Click photographs - Photos may exist for this station.
 DK7772
 DK7772.The dynamic height is computed by dividing the NAVD 88
 DK7772.geopotential number by the normal gravity value computed on the
 DK7772.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK7772.degrees latitude (g = 980.6199 gals.).
 DK7772
 DK7772.The modeled gravity was interpolated from observed gravity values.
 DK7772
 DK7772;                    North         East    Units  Estimated Accuracy
 DK7772;SPC MN C     -   177,869.2     606,048.8     MT  (+/- 3 meters HH1 GPS) 
 DK7772
 DK7772_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPR7605460220(NAD 83)
 DK7772
 DK7772                          SUPERSEDED SURVEY CONTROL
 DK7772
 DK7772.No superseded survey control is available for this station.
 DK7772
 DK7772_MARKER: DD = SURVEY DISK
 DK7772_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 DK7772+WITH SETTING: INFORMATION.
 DK7772_STAMPING: 2 JES 1971 1120
 DK7772_MARK LOGO: USGS
 DK7772_PROJECTION: RECESSED 8 CENTIMETERS
 DK7772_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DK7772_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DK7772_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DK7772+SATELLITE: SATELLITE OBSERVATIONS - August 21, 2012
 DK7772
 DK7772  HISTORY     - Date     Condition        Report By
 DK7772  HISTORY     - 19710401 MONUMENTED       USGS
 DK7772  HISTORY     - 20051018 GOOD             MNDT
 DK7772  HISTORY     - 20100831 GOOD             MNDT
 DK7772  HISTORY     - 20120821 GOOD             MNDT
 DK7772
 DK7772                          STATION DESCRIPTION
 DK7772
 DK7772'DESCRIBED BY MN DEPT OF TRANSP 2005 (WAS)
 DK7772'THE STATION IS LOCATED ABOUT 11.8 MI (19.0 KM) NORTHWEST OF BARRY, 8
 DK7772'MI (12.9 KM) NORTH AND 1.5 MI (2.4 KM) WEST OF BEARDSLEY, 7.0 MI (11.3
 DK7772'KM) NORTHEAST OF BROWNS VALLEY, 37.5 FT (11.4 M) EAST OF GRAVEL ROAD,
 DK7772'44 FT (13.4 M) NORTH OF ROAD EXTENDED WEST, 6.6 FT (2.0 M)
 DK7772'SOUTH-SOUTHEAST OF GUYED POWER POLE, 28.0 FT (8.5 M) NORTH OF A FIELD
 DK7772'ENTRANCE, 1.8 FT (0.5 M) EAST-SOUTHEAST OF POWER POLE, 1.0 FT (0.3 M)
 DK7772'NORTH OF A WITNESS POST.
 DK7772
 DK7772                          STATION RECOVERY (2010)
 DK7772
 DK7772'RECOVERY NOTE BY MN DEPT OF TRANSP 2010 (KMS)
 DK7772'8.0 MI (12.9 KM) NORTH AND 1.5 MI (2.4 KM) WEST OF BEARDSLEY, 7.95 MI
 DK7772'(12.8 KM) NORTH ALONG TRUNK HIGHWAY 27  FROM THE JUNCTION OF TRUNK
 DK7772'HIGHWAY 27 AND TRUNK HIGHWAY 28 AT BROWNS VALLEY, TO TRUNK HIGHWAY 27
 DK7772'MILE POINT 7.95, THEN 1.0 MI (1.6 KM) SOUTH AND EAST ALONG GRAVEL
 DK7772'ROAD, 37.5 FT (11.4 M) EAST OF GRAVEL ROAD, 44 FT (13.4 M) NORTH OF
 DK7772'ROAD EXTENDED, 28.0 FT (8.5 M) NORTH OF A FIELD ENTRANCE, WEST, 6.6 FT
 DK7772'(2.0 M) SOUTH-SOUTHEAST OF POWER POLE WITH GUY WIRE, 1.8 FT (0.5 M)
 DK7772'EAST-SOUTHEAST OF POWER POLE, 1.0 FT (0.3 M) NORTH OF A WITNESS POST.
 DK7772
 DK7772                          STATION RECOVERY (2012)
 DK7772
 DK7772'RECOVERY NOTE BY MN DEPT OF TRANSP 2012 (PJG)
 DK7772'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 PQ1374 ***********************************************************************
 PQ1374  DESIGNATION -  2 JMK
 PQ1374  PID         -  PQ1374
 PQ1374  STATE/COUNTY-  MN/MURRAY
 PQ1374  COUNTRY     -  US
 PQ1374  USGS QUAD   -  HADLEY (2019)
 PQ1374
 PQ1374                         *CURRENT SURVEY CONTROL
 PQ1374  ______________________________________________________________________
 PQ1374* NAD 83(2011) POSITION- 44 01 19.70165(N) 095 45 14.09845(W)   ADJUSTED
 PQ1374* NAD 83(2011) ELLIP HT-   454.360 (meters)        (06/27/12)   ADJUSTED
 PQ1374* NAD 83(2011) EPOCH   -  2010.00
 PQ1374* NAVD 88 ORTHO HEIGHT -   480.969 (meters)     1577.98  (feet) ADJUSTED
 PQ1374  ______________________________________________________________________
 PQ1374  GEOID HEIGHT    -        -26.609 (meters)                     GEOID18
 PQ1374  NAD 83(2011) X  -   -460,585.794 (meters)                     COMP
 PQ1374  NAD 83(2011) Y  - -4,570,947.331 (meters)                     COMP
 PQ1374  NAD 83(2011) Z  -  4,410,176.579 (meters)                     COMP
 PQ1374  LAPLACE CORR    -         -3.40  (seconds)                    DEFLEC18
 PQ1374  DYNAMIC HEIGHT  -        480.863 (meters)     1577.63  (feet) COMP
 PQ1374  MODELED GRAVITY -    980,382.4   (mgal)                       NAVD 88
 PQ1374
 PQ1374  VERT ORDER      -  SECOND    CLASS I
 PQ1374
 PQ1374  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 PQ1374  Standards:
 PQ1374         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 PQ1374            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 PQ1374  -------------------------------------------------------------------
 PQ1374  NETWORK    0.33   0.59           0.15   0.12   0.30     -0.02180663
 PQ1374  -------------------------------------------------------------------
 PQ1374  Click here for local accuracies and other accuracy information.
 PQ1374
 PQ1374.The horizontal coordinates were established by GPS observations
 PQ1374.and adjusted by the National Geodetic Survey in June 2012.
 PQ1374
 PQ1374.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 PQ1374.been affixed to the stable North American tectonic plate. See 
 PQ1374.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 PQ1374
 PQ1374.The horizontal coordinates are valid at the epoch date displayed above
 PQ1374.which is a decimal equivalence of Year/Month/Day.
 PQ1374
 PQ1374.The orthometric height was determined by differential leveling and
 PQ1374.adjusted by the NATIONAL GEODETIC SURVEY
 PQ1374.in May 2010.
 PQ1374
 PQ1374.Significant digits in the geoid height do not necessarily reflect accuracy.
 PQ1374.GEOID18 height accuracy estimate available here.
 PQ1374
 PQ1374.Click photographs - Photos may exist for this station.
 PQ1374
 PQ1374.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 PQ1374
 PQ1374.The Laplace correction was computed from DEFLEC18 derived deflections.
 PQ1374
 PQ1374.The ellipsoidal height was determined by GPS observations
 PQ1374.and is referenced to NAD 83.
 PQ1374
 PQ1374.The dynamic height is computed by dividing the NAVD 88
 PQ1374.geopotential number by the normal gravity value computed on the
 PQ1374.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PQ1374.degrees latitude (g = 980.6199 gals.).
 PQ1374
 PQ1374.The modeled gravity was interpolated from observed gravity values.
 PQ1374
 PQ1374. The following values were computed from the NAD 83(2011) position.
 PQ1374
 PQ1374;                    North         East     Units Scale Factor Converg.
 PQ1374;SPC MN S     -   215,080.393   659,394.238   MT  0.99995682   -1 13 45.7
 PQ1374;SPC MN S     -   705,642.92  2,163,362.60   sFT  0.99995682   -1 13 45.7
 PQ1374;UTM  15      - 4,878,019.412   279,286.309   MT  1.00019918   -1 54 52.4
 PQ1374
 PQ1374!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PQ1374!SPC MN S     -   0.99992876  x   0.99995682  =   0.99988558
 PQ1374!UTM  15      -   0.99992876  x   1.00019918  =   1.00012793
 PQ1374
 PQ1374:                Primary Azimuth Mark                     Grid Az
 PQ1374:SPC MN S     -  ALOJADO                                  180 13 32.0
 PQ1374:UTM  15      -  ALOJADO                                  180 54 38.7
 PQ1374
 PQ1374_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTJ7928678019(NAD 83)
 PQ1374
 PQ1374|---------------------------------------------------------------------|
 PQ1374| PID    Reference Object                     Distance      Geod. Az  |
 PQ1374|                                                           dddmmss.s |
 PQ1374| DH4949 ALOJADO                             489.449 METERS 1785946.3 |
 PQ1374|---------------------------------------------------------------------|
 PQ1374
 PQ1374                          SUPERSEDED SURVEY CONTROL
 PQ1374
 PQ1374  NAD 83(2007)-  44 01 19.70159(N)    095 45 14.09923(W) AD(2002.00) 1
 PQ1374  ELLIP H (07/06/11)  454.390  (m)                       GP(2002.00) 4 1
 PQ1374  NAD 83(1996)-  44 01 19.70112(N)    095 45 14.09856(W) AD(       ) 1
 PQ1374  ELLIP H (10/25/07)  454.436  (m)                       GP(       ) 4 1
 PQ1374  NAVD 88             480.97   (m)         1578.0    (f) LEVELING    3  
 PQ1374  NAVD 88 (06/15/95)  480.978  (m)         1578.01   (f) SUPERSEDED  2 1
 PQ1374
 PQ1374.Superseded values are not recommended for survey control.
 PQ1374
 PQ1374.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PQ1374.See file dsdata.pdf to determine how the superseded data were derived.
 PQ1374
 PQ1374_MARKER: DB = BENCH MARK DISK
 PQ1374_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 PQ1374_STAMPING: 2 JMK 1966 1577
 PQ1374_MARK LOGO: USGS
 PQ1374_PROJECTION: FLUSH
 PQ1374_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 PQ1374_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PQ1374_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PQ1374+SATELLITE: SATELLITE OBSERVATIONS - June 16, 2015
 PQ1374
 PQ1374  HISTORY     - Date     Condition        Report By
 PQ1374  HISTORY     - 1966     MONUMENTED       USGS
 PQ1374  HISTORY     - 19870824 GOOD             MNDT
 PQ1374  HISTORY     - 20061018 GOOD             MNDT
 PQ1374  HISTORY     - 20100703 MARK NOT FOUND   AEROME
 PQ1374  HISTORY     - 20150616 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.
 PQ1374
 PQ1374                          STATION RECOVERY (2006)
 PQ1374
 PQ1374'RECOVERY NOTE BY MN DEPT OF TRANSP 2006 (MPP)
 PQ1374'2.5 MILES NORTH OF SLAYTON, 2.05 MILES NORTH OF JUNCTION OF TRUNK
 PQ1374'HIGHWAY 59 AND TRUNK HIGHWAY 30, 64 FEET WEST OF TRUNK HIGHWAY 59, AT
 PQ1374'TRUNK HIGHWAY 59 MILEPOINT 43.15, 11 FEET NORTH OF FIELD ROAD, 81.5
 PQ1374'FEET WEST-SOUTHWEST OF POWER POLE, 3.6 FEET WEST-SOUTHWEST OF END
 PQ1374'FENCE POST, 1.5 FEET SOUTH OF EAST-WEST FENCELINE, 62.2 FEET NORTHWEST
 PQ1374'OF WITNESS POST AND NO PASSING ZONE.
 PQ1374
 PQ1374                          STATION RECOVERY (2010)
 PQ1374
 PQ1374'RECOVERY NOTE BY AERO METRIC INC 2010
 PQ1374'MARK NOT FOUND.
 PQ1374
 PQ1374                          STATION RECOVERY (2015)
 PQ1374
 PQ1374'RECOVERY NOTE BY MN DEPT OF TRANSP 2015 (MAS)
 PQ1374'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DP0858 ***********************************************************************
 DP0858  HT_MOD      -  This is a Height Modernization Survey Station.
 DP0858  DESIGNATION -  2 KEE
 DP0858  PID         -  DP0858
 DP0858  STATE/COUNTY-  MN/POLK
 DP0858  COUNTRY     -  US
 DP0858  USGS QUAD   -  MENTOR (2019)
 DP0858
 DP0858                         *CURRENT SURVEY CONTROL
 DP0858  ______________________________________________________________________
 DP0858* NAD 83(2011) POSITION- 47 43 50.74678(N) 096 08 16.08005(W)   ADJUSTED
 DP0858* NAD 83(2011) ELLIP HT-   319.528 (meters)        (12/05/13)   ADJUSTED
 DP0858* NAD 83(2011) EPOCH   -  2010.00
 DP0858* NAVD 88 ORTHO HEIGHT -   346.39  (meters)     1136.4   (feet) GPS OBS
 DP0858  ______________________________________________________________________
 DP0858  NAVD 88 orthometric height was determined with geoid model    GEOID12A
 DP0858  GEOID HEIGHT    -        -26.859 (meters)                     GEOID12A
 DP0858  GEOID HEIGHT    -        -26.867 (meters)                     GEOID18
 DP0858  NAD 83(2011) X  -   -459,556.504 (meters)                     COMP
 DP0858  NAD 83(2011) Y  - -4,273,493.726 (meters)                     COMP
 DP0858  NAD 83(2011) Z  -  4,697,029.594 (meters)                     COMP
 DP0858  LAPLACE CORR    -         -1.99  (seconds)                    DEFLEC18
 DP0858
 DP0858  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DP0858  Standards:
 DP0858         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DP0858            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DP0858  -------------------------------------------------------------------
 DP0858  NETWORK    1.29   0.90           0.62   0.36   0.46     -0.09018369
 DP0858  -------------------------------------------------------------------
 DP0858  Click here for local accuracies and other accuracy information.
 DP0858
 DP0858.The horizontal coordinates were established by GPS observations
 DP0858.and adjusted by the MN DEPT OF TRANSP in December 2013.
 DP0858
 DP0858.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DP0858.been affixed to the stable North American tectonic plate. See 
 DP0858.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DP0858
 DP0858.The horizontal coordinates are valid at the epoch date displayed above
 DP0858.which is a decimal equivalence of Year/Month/Day.
 DP0858
 DP0858.The orthometric height was determined by GPS observations and a
 DP0858.high-resolution geoid model using precise GPS observation and
 DP0858.processing techniques.
 DP0858
 DP0858.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP0858.GEOID18 height accuracy estimate available here.
 DP0858
 DP0858.Click photographs - Photos may exist for this station.
 DP0858
 DP0858.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DP0858
 DP0858.The Laplace correction was computed from DEFLEC18 derived deflections.
 DP0858
 DP0858.The ellipsoidal height was determined by GPS observations
 DP0858.and is referenced to NAD 83.
 DP0858
 DP0858. The following values were computed from the NAD 83(2011) position.
 DP0858
 DP0858;                    North         East     Units Scale Factor Converg.
 DP0858;SPC MN N     -   241,304.360   572,206.502   MT  0.99990448   -2 15 06.0
 DP0858;SPC MN N     -   791,679.39  1,877,314.17   sFT  0.99990448   -2 15 06.0
 DP0858;UTM  14      - 5,290,344.542   714,607.370   MT  1.00016599   +2 07 07.7
 DP0858
 DP0858!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DP0858!SPC MN N     -   0.99994992  x   0.99990448  =   0.99985441
 DP0858!UTM  14      -   0.99994992  x   1.00016599  =   1.00011590
 DP0858
 DP0858_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQT1460790344(NAD 83)
 DP0858
 DP0858                          SUPERSEDED SURVEY CONTROL
 DP0858
 DP0858.No superseded survey control is available for this station.
 DP0858
 DP0858_MARKER: DB = BENCH MARK DISK
 DP0858_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DP0858_STAMPING: 2 KEE 1963
 DP0858_MARK LOGO: USGS
 DP0858_PROJECTION: PROJECTING 30 CENTIMETERS
 DP0858_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DP0858_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DP0858+STABILITY: SURFACE MOTION
 DP0858_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP0858+SATELLITE: SATELLITE OBSERVATIONS - July 21, 2021
 DP0858
 DP0858  HISTORY     - Date     Condition        Report By
 DP0858  HISTORY     - 19630401 MONUMENTED       USGS
 DP0858  HISTORY     - 20130124 GOOD             MNDT
 DP0858  HISTORY     - 20210721 GOOD             MNDT
 DP0858
 DP0858                          STATION DESCRIPTION
 DP0858
 DP0858'DESCRIBED BY MN DEPT OF TRANSP 2013 (DXS)
 DP0858'2.3 MILES NORTH OF MENTOR, 2.1 MILES NORTH ALONG COUNTY ROAD 12 FROM
 DP0858'JUNCTION OF COUNTY ROAD 12 AND TRUNK HIGHWAY 2 IN MENTOR, 100 FEET
 DP0858'EAST ALONG 300TH STREET SOUTHEAST, 34.0 FEET SOUTH OF 300TH STREET
 DP0858'SOUTHEAST, 33.0 FEET EAST-NORTHEAST OF POWER POLE WITH 2 GUY WIRES, 1
 DP0858'FOOT NORTH OF WITNESS POST.
 DP0858
 DP0858                          STATION RECOVERY (2021)
 DP0858
 DP0858'RECOVERY NOTE BY MN DEPT OF TRANSP 2021 (KMS)
 DP0858'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 QO1165 ***********************************************************************
 QO1165  DESIGNATION -  2 KOS
 QO1165  PID         -  QO1165
 QO1165  STATE/COUNTY-  MN/HENNEPIN
 QO1165  COUNTRY     -  US
 QO1165  USGS QUAD   -  ROCKFORD (2019)
 QO1165
 QO1165                         *CURRENT SURVEY CONTROL
 QO1165  ______________________________________________________________________
 QO1165* NAD 83(1986) POSITION- 45 03 26.     (N) 093 44 16.     (W)   SCALED
 QO1165* NAVD 88 ORTHO HEIGHT -   296.622 (meters)      973.17  (feet) ADJUSTED
 QO1165  ______________________________________________________________________
 QO1165  GEOID HEIGHT    -        -27.633 (meters)                     GEOID18
 QO1165  DYNAMIC HEIGHT  -        296.597 (meters)      973.09  (feet) COMP
 QO1165  MODELED GRAVITY -    980,527.6   (mgal)                       NAVD 88
 QO1165
 QO1165  VERT ORDER      -  SECOND    CLASS I
 QO1165
 QO1165.The horizontal coordinates were scaled from a map and have
 QO1165.an estimated accuracy of +/- 6 seconds.
 QO1165
 QO1165.The orthometric height was determined by differential leveling and
 QO1165.adjusted by the NATIONAL GEODETIC SURVEY
 QO1165.in June 1991.
 QO1165
 QO1165.Significant digits in the geoid height do not necessarily reflect accuracy.
 QO1165.GEOID18 height accuracy estimate available here.
 QO1165
 QO1165.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK419895(NAD 83)
 QO1165
 QO1165                          SUPERSEDED SURVEY CONTROL
 QO1165
 QO1165.No superseded survey control is available for this station.
 QO1165
 QO1165_MARKER: DD = SURVEY DISK
 QO1165_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 QO1165_STAMPING: 2 KOS 1977
 QO1165_MARK LOGO: MNHD
 QO1165_PROJECTION: FLUSH
 QO1165_MAGNETIC: I = MARKER IS A STEEL ROD
 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       MNHD
 QO1165  HISTORY     - 1978     GOOD             MNDT
 QO1165  HISTORY     - 20070823 MARK NOT FOUND   MNDT
 QO1165
 QO1165                          STATION DESCRIPTION
 QO1165
 QO1165'DESCRIBED BY MN DEPT OF TRANSP 1978
 QO1165'2.1 MI SOUTH FROM ROCKFORD.
 QO1165'THE MARK IS 2.0 MILES EAST MEASURED ALONG TRUNK HIGHWAY 12 FROM THE
 QO1165'EAST END OF BRIDGE NUMBER 3622 OVER THE CROW RIVER IN DELANO, THEN
 QO1165'NORTH 1.1 MILES ALONG LAKE HUGHEY ROAD TO THE JUNCTION OF C.S.A.H. 11,
 QO1165'THEN EAST 0.5 MILE ALONG C.S.A.H. 11 TO EAST LAKE REBECCA ROAD, THEN
 QO1165'NORTH 0.4 MILE ALONG EAST LAKE REBECCA ROAD. IT IS ON A SOUTH FACING
 QO1165'SLOPE 62 FT. WEST OF THE CENTERLINE OF EAST LAKE REBECCA ROAD, 95 FT.
 QO1165'NORTHWEST OF POWER POLE NUMBER 606, 32 FT. SOUTHWEST OF LARGE QUAD
 QO1165'OAK TREE. IT IS 1.0 FT. EAST OF A STEEL WINESS POST.
 QO1165
 QO1165                          STATION RECOVERY (2007)
 QO1165
 QO1165'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (JJB)
 QO1165'THE MARK WAS NOT RECOVERED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DL1980 ***********************************************************************
 DL1980  DESIGNATION -  2 LMT RESET
 DL1980  PID         -  DL1980
 DL1980  STATE/COUNTY-  MN/AITKIN
 DL1980  COUNTRY     -  US
 DL1980  USGS QUAD   -  HILL CITY (2019)
 DL1980
 DL1980                         *CURRENT SURVEY CONTROL
 DL1980  ______________________________________________________________________
 DL1980* NAD 83(1986) POSITION- 46 54 00.84   (N) 093 36 51.79   (W)   HD_HELD1
 DL1980* NAVD 88 ORTHO HEIGHT -   387.782 (meters)     1272.25  (feet) ADJUSTED
 DL1980  ______________________________________________________________________
 DL1980  GEOID HEIGHT    -        -28.708 (meters)                     GEOID18
 DL1980  DYNAMIC HEIGHT  -        387.805 (meters)     1272.32  (feet) COMP
 DL1980  MODELED GRAVITY -    980,663.0   (mgal)                       NAVD 88
 DL1980
 DL1980  VERT ORDER      -  SECOND    CLASS I
 DL1980
 DL1980.The horizontal coordinates were determined by differentially corrected
 DL1980.hand held GPS observations or other comparable positioning techniques
 DL1980.and have an estimated accuracy of +/- 3 meters.
 DL1980
 DL1980.The orthometric height was determined by differential leveling and
 DL1980.adjusted by the NATIONAL GEODETIC SURVEY
 DL1980.in April 2021.
 DL1980
 DL1980.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL1980.GEOID18 height accuracy estimate available here.
 DL1980
 DL1980.Click photographs - Photos may exist for this station.
 DL1980
 DL1980.The dynamic height is computed by dividing the NAVD 88
 DL1980.geopotential number by the normal gravity value computed on the
 DL1980.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL1980.degrees latitude (g = 980.6199 gals.).
 DL1980
 DL1980.The modeled gravity was interpolated from observed gravity values.
 DL1980
 DL1980;                    North         East    Units  Estimated Accuracy
 DL1980;SPC MN C     -   311,403.8     848,430.2     MT  (+/- 3 meters HH1 GPS) 
 DL1980
 DL1980_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVM5320494260(NAD 83)
 DL1980
 DL1980                          SUPERSEDED SURVEY CONTROL
 DL1980
 DL1980  NAVD 88 (05/06/09)  387.791  (m)         1272.28   (f) SUPERSEDED  2 1
 DL1980
 DL1980.Superseded values are not recommended for survey control.
 DL1980
 DL1980.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL1980.See file dsdata.pdf to determine how the superseded data were derived.
 DL1980
 DL1980_MARKER: DB = BENCH MARK DISK
 DL1980_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 DL1980_STAMPING: 2 LMT 1969 RESET 1980
 DL1980_MARK LOGO: MNHD
 DL1980_PROJECTION: PROJECTING 5 CENTIMETERS
 DL1980_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DL1980_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DL1980_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DL1980+SATELLITE: SATELLITE OBSERVATIONS - March 30, 2017
 DL1980
 DL1980  HISTORY     - Date     Condition        Report By
 DL1980  HISTORY     - 1980     MONUMENTED       MNDT
 DL1980  HISTORY     - 19970708 GOOD             MNDT
 DL1980  HISTORY     - 20090708 GOOD             MNDT
 DL1980  HISTORY     - 20170330 GOOD             MNDT
 DL1980
 DL1980                          STATION DESCRIPTION
 DL1980
 DL1980'DESCRIBED BY MN DEPT OF TRANSP 1997 (WAS)
 DL1980'THE STATION IS LOCATED ABOUT 7.7 MI (12.3 KM) NORTH OF BAIN, 6.5 MI
 DL1980'(10.4 KM) SOUTH OF HILL CITY AND 2.8 MI (4.6 KM) EAST OF SWATARA,
 DL1980'ABOUT 6 MI (9.7 KM) SOUTH OF HILL CITY, 6 MI (9.7 KM) SOUTH OF JCT OF
 DL1980'TH 169 AND TH 200, 252 FT (76.8 M) NORTH OF CO RD 7, 74 FT (22.6 M)
 DL1980'WEST OF TH 169, AT TH 169 MP 280.95, 1.3 FT (0.4 M) ENE OF WITNESS
 DL1980'POST, PROJECTS 0.2 FT.
 DL1980
 DL1980                          STATION RECOVERY (2009)
 DL1980
 DL1980'RECOVERY NOTE BY MN DEPT OF TRANSP 2009 (MAS)
 DL1980'RECOVERED AS DESCRIBED.
 DL1980
 DL1980                          STATION RECOVERY (2017)
 DL1980
 DL1980'RECOVERY NOTE BY MN DEPT OF TRANSP 2017 (MAS)
 DL1980'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DK2805 ***********************************************************************
 DK2805  DESIGNATION -  2 RB
 DK2805  PID         -  DK2805
 DK2805  STATE/COUNTY-  MN/POPE
 DK2805  COUNTRY     -  US
 DK2805  USGS QUAD   -  STARBUCK NW (2019)
 DK2805
 DK2805                         *CURRENT SURVEY CONTROL
 DK2805  ______________________________________________________________________
 DK2805* NAD 83(2011) POSITION- 45 42 57.18268(N) 095 44 14.21885(W)   ADJUSTED
 DK2805* NAD 83(2011) ELLIP HT-   349.483 (meters)        (06/27/12)   ADJUSTED
 DK2805* NAD 83(2011) EPOCH   -  2010.00
 DK2805* NAVD 88 ORTHO HEIGHT -   375.518 (meters)     1232.01  (feet) ADJUSTED
 DK2805  ______________________________________________________________________
 DK2805  GEOID HEIGHT    -        -26.056 (meters)                     GEOID18
 DK2805  NAD 83(2011) X  -   -445,976.345 (meters)                     COMP
 DK2805  NAD 83(2011) Y  - -4,438,878.241 (meters)                     COMP
 DK2805  NAD 83(2011) Z  -  4,543,504.834 (meters)                     COMP
 DK2805  LAPLACE CORR    -          1.59  (seconds)                    DEFLEC18
 DK2805  DYNAMIC HEIGHT  -        375.512 (meters)     1231.99  (feet) COMP
 DK2805  MODELED GRAVITY -    980,587.0   (mgal)                       NAVD 88
 DK2805
 DK2805  VERT ORDER      -  SECOND    CLASS I
 DK2805
 DK2805  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DK2805  Standards:
 DK2805         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DK2805            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DK2805  -------------------------------------------------------------------
 DK2805  NETWORK    0.44   0.49           0.20   0.15   0.25      0.08411993
 DK2805  -------------------------------------------------------------------
 DK2805  Click here for local accuracies and other accuracy information.
 DK2805
 DK2805.The horizontal coordinates were established by GPS observations
 DK2805.and adjusted by the National Geodetic Survey in June 2012.
 DK2805
 DK2805.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DK2805.been affixed to the stable North American tectonic plate. See 
 DK2805.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DK2805
 DK2805.The horizontal coordinates are valid at the epoch date displayed above
 DK2805.which is a decimal equivalence of Year/Month/Day.
 DK2805
 DK2805.The orthometric height was determined by differential leveling and
 DK2805.adjusted by the NATIONAL GEODETIC SURVEY
 DK2805.in June 2008.
 DK2805
 DK2805.Significant digits in the geoid height do not necessarily reflect accuracy.
 DK2805.GEOID18 height accuracy estimate available here.
 DK2805
 DK2805.Click photographs - Photos may exist for this station.
 DK2805
 DK2805.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DK2805
 DK2805.The Laplace correction was computed from DEFLEC18 derived deflections.
 DK2805
 DK2805.The ellipsoidal height was determined by GPS observations
 DK2805.and is referenced to NAD 83.
 DK2805
 DK2805.The dynamic height is computed by dividing the NAVD 88
 DK2805.geopotential number by the normal gravity value computed on the
 DK2805.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK2805.degrees latitude (g = 980.6199 gals.).
 DK2805
 DK2805.The modeled gravity was interpolated from observed gravity values.
 DK2805
 DK2805. The following values were computed from the NAD 83(2011) position.
 DK2805
 DK2805;                    North         East     Units Scale Factor Converg.
 DK2805;SPC MN C     -   180,655.399   684,211.025   MT  0.99997998   -1 04 33.2
 DK2805;SPC MN C     -   592,700.25  2,244,782.34   sFT  0.99997998   -1 04 33.2
 DK2805;UTM  15      - 5,066,125.445   286,965.550   MT  1.00015799   -1 57 37.1
 DK2805
 DK2805!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DK2805!SPC MN C     -   0.99994521  x   0.99997998  =   0.99992519
 DK2805!UTM  15      -   0.99994521  x   1.00015799  =   1.00010319
 DK2805
 DK2805_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTL8696566125(NAD 83)
 DK2805
 DK2805                          SUPERSEDED SURVEY CONTROL
 DK2805
 DK2805  NAD 83(2007)-  45 42 57.18265(N)    095 44 14.21978(W) AD(2002.00) 1
 DK2805  ELLIP H (08/31/10)  349.512  (m)                       GP(2002.00) 3 1
 DK2805  NAVD 88             375.52   (m)         1232.0    (f) LEVELING    3  
 DK2805
 DK2805.Superseded values are not recommended for survey control.
 DK2805
 DK2805.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK2805.See file dsdata.pdf to determine how the superseded data were derived.
 DK2805
 DK2805_MARKER: DB = BENCH MARK DISK
 DK2805_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DK2805_STAMPING: 2 RB 1966 1232
 DK2805_MARK LOGO: USGS
 DK2805_PROJECTION: PROJECTING 25 CENTIMETERS
 DK2805_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT
 DK2805_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DK2805+STABILITY: SURFACE MOTION
 DK2805_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DK2805+SATELLITE: SATELLITE OBSERVATIONS - June 08, 2021
 DK2805
 DK2805  HISTORY     - Date     Condition        Report By
 DK2805  HISTORY     - 19660401 MONUMENTED       USGS
 DK2805  HISTORY     - 20071010 GOOD             MNDT
 DK2805  HISTORY     - 20090818 GOOD             MNDT
 DK2805  HISTORY     - 20101005 GOOD             MNDT
 DK2805  HISTORY     - 20210608 GOOD             MNDT
 DK2805
 DK2805                          STATION DESCRIPTION
 DK2805
 DK2805'DESCRIBED BY US GEOLOGICAL SURVEY 1966
 DK2805'7.0 MI (11.3 KM) NORTH OF CYRUS, NORTHWEST OF THE JUNCTION OF COUNTY
 DK2805'ROAD 3 AND COUNTY ROAD 32, 104 FT (31.7 M) TO JUNCTION OF 390TH AVENUE
 DK2805'AND COUNTY ROAD 32, 68.7 FT (20.9 M) EAST OF TELEPHONE PEDESTAL, 38.0
 DK2805'FT (11.6 M) EAST OF EXTENDED 390TH AVENUE, 33.0 FT (10.1 M) EAST NORTH
 DK2805'EAST OF RIGHT OF WAY POST, 7.3 FT (2.2 M) WEST OF A POWER POLE 6.7 FT
 DK2805'(2.0 M) EAST OF ANCHOR, 1.0 FT (0.3 M) EAST OF A WITNESS POS
 DK2805
 DK2805                          STATION RECOVERY (2007)
 DK2805
 DK2805'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (MPP)
 DK2805'THE STATION IS LOCATED ABOUT 7.0 MI (11.2 KM) NORTH OF CYRUS, 6.3 MI
 DK2805'(10.2 KM) WEST-SOUTHWEST OF FARWELL AND 4.7 MI (7.6 KM)
 DK2805'SOUTH-SOUTHWEST OF KENSINGTON.
 DK2805'
 DK2805'RECOVERED AS DESCRIBED.
 DK2805
 DK2805                          STATION RECOVERY (2009)
 DK2805
 DK2805'RECOVERY NOTE BY MN DEPT OF TRANSP 2009 (MPP)
 DK2805'THE MARK WAS RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.
 DK2805'THE MARK IS 7.0 MILES NORTH OF CYRUS, 7.0 MILES NORTH ALONG COUNTY
 DK2805'ROAD 3 FROM JUNCTION OF COUNTY ROAD 3 AND TRUNK HIGHWAY 28 IN CYRUS TO
 DK2805'JUNCTION OF COUNTY ROAD 3 AND COUNTY ROAD 32, NORTHWEST OF JUNCTION OF
 DK2805'COUNTY ROAD 3 AND COUNTY ROAD 32, 0.1 MILE NORTHWEST ALONG COUNTY ROAD
 DK2805'32, 104 FEET SOUTH OF COUNTY ROAD 32, 68.7 FEET EAST OF TELEPHONE
 DK2805'PEDESTAL, 38.0 FEET EAST OF EXTENDED 390TH AVENUE, 33.0 FEET
 DK2805'EAST-NORTHEAST OF RIGHT-OF-WAY POST, 7.3 FEET WEST OF POWER POLE, 6.7
 DK2805'FEET EAST OF ANCHOR, 1.0 FOOT EAST OF WITNESS POST.
 DK2805
 DK2805                          STATION RECOVERY (2010)
 DK2805
 DK2805'RECOVERY NOTE BY MN DEPT OF TRANSP 2010 (PJ)
 DK2805'7.0 MI (11.3 KM) NORTH OF CYRUS, 7.0 MI (11.3 KM) NORTH ALONG COUNTY
 DK2805'ROAD 3  FROM THE JUNCTION OF COUNTY ROAD 3 AND TRUNK HIGHWAY 28 IN
 DK2805'CYRUS TO JUNCTION OF COUNTY ROAD 3 AND COUNTY ROAD 32, NORTHWEST OF
 DK2805'THE JUNCTION OF COUNTY ROAD 3 AND COUNTY ROAD 32, 0.1 MI (0.2 KM)
 DK2805'NORTHWEST ALONG COUNTY ROAD 32, 104 FT (31.7 M) SOUTH OF COUNTY ROAD
 DK2805'32, 68.7 FT (20.9 M) EAST OF TELEPHONE PEDESTAL, 38.0 FT (11.6 M) EAST
 DK2805'OF EXTENDED 390TH AVENUE, 33.0 FT (10.1 M) EAST-NORTHEAST OF
 DK2805'RIGHT-OF-WAY POST, 7.3 FT (2.2 M) WEST OF POWER POLE, 6.7 FT (2.0 M)
 DK2805'EAST OF ANCHOR, 1.0 FT (0.3 M) EAST OF A WITNESS POST.
 DK2805
 DK2805                          STATION RECOVERY (2021)
 DK2805
 DK2805'RECOVERY NOTE BY MN DEPT OF TRANSP 2021 (KMS)
 DK2805'7.0 MI (11.3 KM) NORTH OF CYRUS, 7.0 MI (11.3 KM) NORTH ALONG COUNTY
 DK2805'ROAD 3 FROM THE JUNCTION OF COUNTY ROAD 3 AND TRUNK HIGHWAY 28 IN
 DK2805'CYRUS THEN 0.1 MI (0.2 KM) NORTHWEST ALONG COUNTY ROAD 32, 104.0 FT
 DK2805'(31.7 M) SOUTH OF COUNTY ROAD 32, 68.7 FT (20.9 M) EAST OF A TELEPHONE
 DK2805'PEDESTAL, 38.0 FT (11.6 M) EAST OF EXTENDED 390TH AVENUE, 33.0 FT
 DK2805'(10.1 M) EAST-NORTHEAST OF A RIGHT-OF-WAY POST, 7.3 FT (2.2 M) WEST OF
 DK2805'A POWER POLE, 6.7 FT (2.0 M) EAST OF AN ANCHOR, 1.0 FT (0.3 M) EAST OF
 DK2805'A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DO1221 ***********************************************************************
 DO1221  DESIGNATION -  2 SEM
 DO1221  PID         -  DO1221
 DO1221  STATE/COUNTY-  MN/AITKIN
 DO1221  COUNTRY     -  US
 DO1221  USGS QUAD   -  THOR NE (2019)
 DO1221
 DO1221                         *CURRENT SURVEY CONTROL
 DO1221  ______________________________________________________________________
 DO1221* NAD 83(1986) POSITION- 46 26 51.09   (N) 093 15 45.93   (W)   HD_HELD1
 DO1221* NAVD 88 ORTHO HEIGHT -   386.381 (meters)     1267.65  (feet) ADJUSTED
 DO1221  ______________________________________________________________________
 DO1221  GEOID HEIGHT    -        -27.823 (meters)                     GEOID18
 DO1221  DYNAMIC HEIGHT  -        386.398 (meters)     1267.71  (feet) COMP
 DO1221  MODELED GRAVITY -    980,645.2   (mgal)                       NAVD 88
 DO1221
 DO1221  VERT ORDER      -  SECOND    CLASS I
 DO1221
 DO1221.The horizontal coordinates were determined by differentially corrected
 DO1221.hand held GPS observations or other comparable positioning techniques
 DO1221.and have an estimated accuracy of +/- 3 meters.
 DO1221
 DO1221.The orthometric height was determined by differential leveling and
 DO1221.adjusted by the NATIONAL GEODETIC SURVEY
 DO1221.in November 2013.
 DO1221
 DO1221.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO1221.GEOID18 height accuracy estimate available here.
 DO1221
 DO1221.Click photographs - Photos may exist for this station.
 DO1221
 DO1221.The dynamic height is computed by dividing the NAVD 88
 DO1221.geopotential number by the normal gravity value computed on the
 DO1221.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO1221.degrees latitude (g = 980.6199 gals.).
 DO1221
 DO1221.The modeled gravity was interpolated from observed gravity values.
 DO1221
 DO1221;                    North         East    Units  Estimated Accuracy
 DO1221;SPC MN C     -   261,360.0     875,848.4     MT  (+/- 3 meters HH1 GPS) 
 DO1221
 DO1221_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVM7981843806(NAD 83)
 DO1221
 DO1221                          SUPERSEDED SURVEY CONTROL
 DO1221
 DO1221.No superseded survey control is available for this station.
 DO1221
 DO1221_MARKER: DB = BENCH MARK DISK
 DO1221_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DO1221_STAMPING: 2 SEM 1967 1267
 DO1221_MARK LOGO: USGS
 DO1221_PROJECTION: PROJECTING 10 CENTIMETERS
 DO1221_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 DO1221_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DO1221+STABILITY: SURFACE MOTION
 DO1221_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DO1221+SATELLITE: SATELLITE OBSERVATIONS - January 06, 2020
 DO1221
 DO1221  HISTORY     - Date     Condition        Report By
 DO1221  HISTORY     - 1967     MONUMENTED       USGS
 DO1221  HISTORY     - 20061220 GOOD             MNDT
 DO1221  HISTORY     - 20200106 GOOD             MNDT
 DO1221
 DO1221                          STATION DESCRIPTION
 DO1221
 DO1221'DESCRIBED BY MN DEPT OF TRANSP 2006 (MAS)
 DO1221'THE STATION IS LOCATED ABOUT 9.9 MI (15.9 KM) WEST OF RONALD, 7.8 MI
 DO1221'(12.6 KM) EAST-SOUTHEAST OF THOR AND 7.5 MI (12.1 KM) SOUTHWEST OF
 DO1221'LAWLER.
 DO1221'
 DO1221'THE MARK IS 11.0 MI (17.7 KM) SOUTH OF MCGREGOR, AT TRUNK HIGHWAY 65
 DO1221'MILE POINT 105.1.
 DO1221'
 DO1221'IT IS 174.0 FT (53.0 M) SOUTH OF TRUNK HIGHWAY 27 EAST, 86.0 FT (26.2
 DO1221'M) WEST OF TRUNK HIGHWAY 65, ON SMALL RIDGE, 0.7 FT (21 CM) EAST OF A
 DO1221'WITNESS POST.
 DO1221
 DO1221                          STATION RECOVERY (2020)
 DO1221
 DO1221'RECOVERY NOTE BY MN DEPT OF TRANSP 2020 (KMS)
 DO1221'11.0 MI (17.7 KM) SOUTH OF MCGREGOR, AT TRUNK HIGHWAY 65 MILE POINT
 DO1221'105.1, 174.0 FT (53.0 M) SOUTH OF TRUNK HIGHWAY 27 EXTENDED, 86.0 FT
 DO1221'(26.2 M) WEST OF TRUNK HIGHWAY 65, 1.0 FT (0.3 M) EAST OF A WITNESS
 DO1221'POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 SK0661 ***********************************************************************
 SK0661  HT_MOD      -  This is a Height Modernization Survey Station.
 SK0661  DESIGNATION -  20 CLC
 SK0661  PID         -  SK0661
 SK0661  STATE/COUNTY-  MN/POLK
 SK0661  COUNTRY     -  US
 SK0661  USGS QUAD   -  TRAIL (2019)
 SK0661
 SK0661                         *CURRENT SURVEY CONTROL
 SK0661  ______________________________________________________________________
 SK0661* NAD 83(2011) POSITION- 47 46 58.74702(N) 095 43 49.06701(W)   ADJUSTED
 SK0661* NAD 83(2011) ELLIP HT-   349.326 (meters)        (06/27/12)   ADJUSTED
 SK0661* NAD 83(2011) EPOCH   -  2010.00
 SK0661* NAVD 88 ORTHO HEIGHT -   376.57  (meters)     1235.5   (feet) GPS OBS
 SK0661  ______________________________________________________________________
 SK0661  NAVD 88 orthometric height was determined with geoid model    GEOID12A
 SK0661  GEOID HEIGHT    -        -27.237 (meters)                     GEOID12A
 SK0661  GEOID HEIGHT    -        -27.240 (meters)                     GEOID18
 SK0661  NAD 83(2011) X  -   -428,723.648 (meters)                     COMP
 SK0661  NAD 83(2011) Y  - -4,272,396.849 (meters)                     COMP
 SK0661  NAD 83(2011) Z  -  4,700,955.350 (meters)                     COMP
 SK0661  LAPLACE CORR    -         -2.61  (seconds)                    DEFLEC18
 SK0661
 SK0661  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 SK0661  Standards:
 SK0661         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 SK0661            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 SK0661  -------------------------------------------------------------------
 SK0661  NETWORK    0.52   0.55           0.24   0.17   0.28      0.01457314
 SK0661  -------------------------------------------------------------------
 SK0661  Click here for local accuracies and other accuracy information.
 SK0661
 SK0661.The horizontal coordinates were established by GPS observations
 SK0661.and adjusted by the National Geodetic Survey in June 2012.
 SK0661
 SK0661.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 SK0661.been affixed to the stable North American tectonic plate. See 
 SK0661.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 SK0661
 SK0661.The horizontal coordinates are valid at the epoch date displayed above
 SK0661.which is a decimal equivalence of Year/Month/Day.
 SK0661
 SK0661.The orthometric height was determined by GPS observations and a
 SK0661.high-resolution geoid model using precise GPS observation and
 SK0661.processing techniques.
 SK0661
 SK0661.Significant digits in the geoid height do not necessarily reflect accuracy.
 SK0661.GEOID18 height accuracy estimate available here.
 SK0661
 SK0661.Click photographs - Photos may exist for this station.
 SK0661
 SK0661.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 SK0661
 SK0661.The Laplace correction was computed from DEFLEC18 derived deflections.
 SK0661
 SK0661.The ellipsoidal height was determined by GPS observations
 SK0661.and is referenced to NAD 83.
 SK0661
 SK0661. The following values were computed from the NAD 83(2011) position.
 SK0661
 SK0661;                    North         East     Units Scale Factor Converg.
 SK0661;SPC MN N     -   245,986.442   602,948.516   MT  0.99990323   -1 56 58.7
 SK0661;SPC MN N     -   807,040.52  1,978,173.59   sFT  0.99990323   -1 56 58.7
 SK0661;UTM  15      - 5,295,790.523   295,486.902   MT  1.00011399   -2 01 22.0
 SK0661
 SK0661!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SK0661!SPC MN N     -   0.99994525  x   0.99990323  =   0.99984849
 SK0661!UTM  15      -   0.99994525  x   1.00011399  =   1.00005923
 SK0661
 SK0661:                Primary Azimuth Mark                     Grid Az
 SK0661:SPC MN N     -  TRAIL AZ MK                              175 18 43.7
 SK0661:UTM  15      -  TRAIL AZ MK                              175 23 07.0
 SK0661
 SK0661_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTN9548695790(NAD 83)
 SK0661
 SK0661|---------------------------------------------------------------------|
 SK0661| PID    Reference Object                     Distance      Geod. Az  |
 SK0661|                                                           dddmmss.s |
 SK0661| CP5013 TRAIL AZ MK                         475.060 METERS 1732145.0 |
 SK0661|---------------------------------------------------------------------|
 SK0661
 SK0661                          SUPERSEDED SURVEY CONTROL
 SK0661
 SK0661  NAD 83(2007)-  47 46 58.74689(N)    095 43 49.06807(W) AD(2002.00) 0
 SK0661  ELLIP H (02/10/07)  349.366  (m)                       GP(2002.00)    
 SK0661  NAD 83(1996)-  47 46 58.74670(N)    095 43 49.06785(W) AD(       ) 1
 SK0661  ELLIP H (08/20/03)  349.376  (m)                       GP(       ) 3 2
 SK0661  NAVD 88 (08/26/19)  376.547  (m)         1235.39   (f) ADJUSTED    2 1
 SK0661  NAVD 88             376.55   (m)         1235.4    (f) LEVELING    3  
 SK0661  NAVD 88 (06/15/91)  376.550  (m)         1235.40   (f) SUPERSEDED  2 0
 SK0661
 SK0661.Superseded values are not recommended for survey control.
 SK0661
 SK0661.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SK0661.See file dsdata.pdf to determine how the superseded data were derived.
 SK0661
 SK0661_MARKER: DD = SURVEY DISK
 SK0661_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 SK0661_STAMPING: 20 CLC 1967
 SK0661_MARK LOGO: USGS
 SK0661_PROJECTION: FLUSH
 SK0661_MAGNETIC: I = MARKER IS A STEEL ROD
 SK0661_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 SK0661_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 SK0661+SATELLITE: SATELLITE OBSERVATIONS - March 19, 2012
 SK0661_ROD/PIPE-DEPTH: 4.6 meters
 SK0661
 SK0661  HISTORY     - Date     Condition        Report By
 SK0661  HISTORY     - 1967     MONUMENTED       USGS
 SK0661  HISTORY     - 20020401 GOOD             MNDT
 SK0661  HISTORY     - 20020827 GOOD             MNDT
 SK0661  HISTORY     - 20120319 GOOD             MNDT
 SK0661
 SK0661                          STATION DESCRIPTION
 SK0661
 SK0661'DESCRIBED BY US GEOLOGICAL SURVEY 1967
 SK0661'3.1 KM (1.90 MI) WEST FROM TRAIL, NEAR THE QUARTER CORNER OF SECTION
 SK0661'25, AND 26, T150N, R40W, 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 STANDARD
 SK0661'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.
 SK0661
 SK0661                          STATION RECOVERY (2012)
 SK0661
 SK0661'RECOVERY NOTE BY MN DEPT OF TRANSP 2012 (DRB)
 SK0661'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DG7839 ***********************************************************************
 DG7839  DESIGNATION -  20 ERS RESET
 DG7839  PID         -  DG7839
 DG7839  STATE/COUNTY-  MN/WRIGHT
 DG7839  COUNTRY     -  US
 DG7839  USGS QUAD   -  SOUTH HAVEN (2019)
 DG7839
 DG7839                         *CURRENT SURVEY CONTROL
 DG7839  ______________________________________________________________________
 DG7839* NAD 83(1986) POSITION- 45 16 05.79   (N) 094 10 54.24   (W)   HD_HELD1
 DG7839* NAVD 88 ORTHO HEIGHT -   334.395 (meters)     1097.09  (feet) ADJUSTED
 DG7839  ______________________________________________________________________
 DG7839  GEOID HEIGHT    -        -27.458 (meters)                     GEOID18
 DG7839  DYNAMIC HEIGHT  -        334.371 (meters)     1097.02  (feet) COMP
 DG7839  MODELED GRAVITY -    980,534.8   (mgal)                       NAVD 88
 DG7839
 DG7839  VERT ORDER      -  SECOND    CLASS I
 DG7839
 DG7839.The horizontal coordinates were determined by differentially corrected
 DG7839.hand held GPS observations or other comparable positioning techniques
 DG7839.and have an estimated accuracy of +/- 3 meters.
 DG7839
 DG7839.The orthometric height was determined by differential leveling and
 DG7839.adjusted by the NATIONAL GEODETIC SURVEY
 DG7839.in April 2021.
 DG7839
 DG7839.Significant digits in the geoid height do not necessarily reflect accuracy.
 DG7839.GEOID18 height accuracy estimate available here.
 DG7839
 DG7839.Click photographs - Photos may exist for this station.
 DG7839
 DG7839.The dynamic height is computed by dividing the NAVD 88
 DG7839.geopotential number by the normal gravity value computed on the
 DG7839.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DG7839.degrees latitude (g = 980.6199 gals.).
 DG7839
 DG7839.The modeled gravity was interpolated from observed gravity values.
 DG7839
 DG7839;                    North         East    Units  Estimated Accuracy
 DG7839;SPC MN S     -   352,056.7     785,737.8     MT  (+/- 3 meters HH1 GPS) 
 DG7839
 DG7839_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL0729713432(NAD 83)
 DG7839
 DG7839                          SUPERSEDED SURVEY CONTROL
 DG7839
 DG7839  NAVD 88 (12/15/04)  334.392  (m)         1097.08   (f) SUPERSEDED  2 1
 DG7839
 DG7839.Superseded values are not recommended for survey control.
 DG7839
 DG7839.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG7839.See file dsdata.pdf to determine how the superseded data were derived.
 DG7839
 DG7839_MARKER: DD = SURVEY DISK
 DG7839_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 DG7839_STAMPING: 20 ERS RESET 1980
 DG7839_MARK LOGO: USGS
 DG7839_PROJECTION: PROJECTING 3 CENTIMETERS
 DG7839_MAGNETIC: I = MARKER IS A STEEL ROD
 DG7839_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DG7839_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG7839+SATELLITE: SATELLITE OBSERVATIONS - May 23, 2019
 DG7839
 DG7839  HISTORY     - Date     Condition        Report By
 DG7839  HISTORY     - 19800401 MONUMENTED       MNDT
 DG7839  HISTORY     - 20080811 GOOD             MNDT
 DG7839  HISTORY     - 20090413 GOOD             MNDT
 DG7839  HISTORY     - 20190103 GOOD             MNDT
 DG7839  HISTORY     - 20190523 GOOD             MNDT
 DG7839
 DG7839                          STATION DESCRIPTION
 DG7839
 DG7839'DESCRIBED BY MN DEPT OF TRANSP 1980 (DKH)
 DG7839'THE MARK IS LOCATED 2.7 MI (4.3 KM) WEST OF ANNANDALE, 400 FT
 DG7839'(121.9 M) WEST OF CO RD 3, 32 FT (9.8 M) SOUTH OF E-W TWP RD (80TH ST
 DG7839'NW, 6.2 FT (1.9 M) NORTH OF P-POLE, 1.0 FT (0.3 M) EAST-SOUTHEAST OF
 DG7839'WITNESS POST, STA FLUSH WITH GROUND.
 DG7839
 DG7839                          STATION RECOVERY (2008)
 DG7839
 DG7839'RECOVERY NOTE BY MN DEPT OF TRANSP 2008 (VWC)
 DG7839'THE MARK IS LOCATED ABOUT 4.7 MI (7.6 KM) NORTH OF FRENCH LAKE, 2.9 MI
 DG7839'(4.7 KM) WEST OF ANNANDALE AND 2.2 MI (3.5 KM) SOUTHEAST OF SOUTH
 DG7839'HAVEN.
 DG7839'
 DG7839'TO REACH TO THE STATION GO 2.7 MI (4.3 KM) WEST OF ANNANDALE TO TRUNK
 DG7839'HIGHWAY 55 MILE POINT 138.75, THEN 0.5 MI (0.8 KM) SOUTH ON COUNTY 3,
 DG7839'THEN 0.1 MI (0.2 KM) WEST ON 80TH STREET NORTHWEST, 32 FT (9.8 M)
 DG7839'SOUTH OF EAST-WEST TOWNSHIP ROAD 6.2 FT (1.9 M) NORTH OF POWER POLE,
 DG7839'1.0 FT (0.3 M) EAST-SOUTHEAST OF A WITNESS POST.
 DG7839
 DG7839                          STATION RECOVERY (2009)
 DG7839
 DG7839'RECOVERY NOTE BY MN DEPT OF TRANSP 2009 (MES)
 DG7839'RECOVERED IN GOOD CONDITION.
 DG7839
 DG7839                          STATION RECOVERY (2019)
 DG7839
 DG7839'RECOVERY NOTE BY MN DEPT OF TRANSP 2019 (KMS)
 DG7839'THE MARK IS LOCATED ABOUT 3.0 MI (4.8 KM) NORTHWEST OF ANNANDALE.
 DG7839'
 DG7839'TO REACH THE MARK GO 2.85 MI (4.59 KM) NORTHWEST ALONG TRUNK HIGHWAY
 DG7839'55 FROM THE JUNCTION OF TRUNK HIGHWAY 55 AND TRUNK HIGHWAY 24 IN
 DG7839'ANNANDALE TO TRUNK HIGHWAY 55 MILE POINT 138.75, THEN 0.45 MI (0.72
 DG7839'KM) SOUTH ON COUNTY ROAD 3, THEN 0.1 MI (0.2 KM) WEST ON 80TH STREET
 DG7839'NORTHWEST.
 DG7839'
 DG7839'THE MARK IS 32 FT (9.8 M) SOUTH OF 80TH STREET NORTHWEST, 6.2 FT (1.9
 DG7839'M) NORTH OF A POWER POLE, 1.0 FT (0.3 M) EAST-SOUTHEAST OF A WITNESS
 DG7839'POST.
 DG7839
 DG7839                          STATION RECOVERY (2019)
 DG7839
 DG7839'RECOVERY NOTE BY MN DEPT OF TRANSP 2019 (KMS)
 DG7839'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DL2327 ***********************************************************************
 DL2327  DESIGNATION -  20 HEH
 DL2327  PID         -  DL2327
 DL2327  STATE/COUNTY-  MN/ROSEAU
 DL2327  COUNTRY     -  US
 DL2327  USGS QUAD   -  BADGER NW (2019)
 DL2327
 DL2327                         *CURRENT SURVEY CONTROL
 DL2327  ______________________________________________________________________
 DL2327* NAD 83(2011) POSITION- 48 57 02.70279(N) 096 12 29.03705(W)   ADJUSTED
 DL2327* NAD 83(2011) ELLIP HT-   286.968 (meters)        (06/27/12)   ADJUSTED
 DL2327* NAD 83(2011) EPOCH   -  2010.00
 DL2327* NAVD 88 ORTHO HEIGHT -   314.5   (meters)     1032.    (feet) GPS OBS
 DL2327  ______________________________________________________________________
 DL2327  NAVD 88 orthometric height was determined with geoid model    GEOID03
 DL2327  GEOID HEIGHT    -        -27.506 (meters)                     GEOID03
 DL2327  GEOID HEIGHT    -        -27.576 (meters)                     GEOID18
 DL2327  NAD 83(2011) X  -   -453,834.217 (meters)                     COMP
 DL2327  NAD 83(2011) Y  - -4,172,144.549 (meters)                     COMP
 DL2327  NAD 83(2011) Z  -  4,787,180.171 (meters)                     COMP
 DL2327  LAPLACE CORR    -         -2.56  (seconds)                    DEFLEC18
 DL2327
 DL2327  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DL2327  Standards:
 DL2327         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DL2327            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DL2327  -------------------------------------------------------------------
 DL2327  NETWORK    0.54   0.82           0.25   0.17   0.42      0.24844541
 DL2327  -------------------------------------------------------------------
 DL2327  Click here for local accuracies and other accuracy information.
 DL2327
 DL2327.The horizontal coordinates were established by GPS observations
 DL2327.and adjusted by the National Geodetic Survey in June 2012.
 DL2327
 DL2327.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DL2327.been affixed to the stable North American tectonic plate. See 
 DL2327.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DL2327
 DL2327.The horizontal coordinates are valid at the epoch date displayed above
 DL2327.which is a decimal equivalence of Year/Month/Day.
 DL2327
 DL2327.The orthometric height was determined by GPS observations and a
 DL2327.high-resolution geoid model.
 DL2327
 DL2327.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL2327.GEOID18 height accuracy estimate available here.
 DL2327
 DL2327.Click photographs - Photos may exist for this station.
 DL2327
 DL2327.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DL2327
 DL2327.The Laplace correction was computed from DEFLEC18 derived deflections.
 DL2327
 DL2327.The ellipsoidal height was determined by GPS observations
 DL2327.and is referenced to NAD 83.
 DL2327
 DL2327. The following values were computed from the NAD 83(2011) position.
 DL2327
 DL2327;                    North         East     Units Scale Factor Converg.
 DL2327;SPC MN N     -   377,057.765   572,393.248   MT  1.00009312   -2 18 13.5
 DL2327;SPC MN N     - 1,237,063.68  1,877,926.85   sFT  1.00009312   -2 18 13.5
 DL2327;UTM  14      - 5,425,738.060   704,399.327   MT  1.00011328   +2 06 22.5
 DL2327
 DL2327!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DL2327!SPC MN N     -   0.99995503  x   1.00009312  =   1.00004815
 DL2327!UTM  14      -   0.99995503  x   1.00011328  =   1.00006830
 DL2327
 DL2327_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UQV0439925738(NAD 83)
 DL2327
 DL2327                          SUPERSEDED SURVEY CONTROL
 DL2327
 DL2327  NAD 83(2007)-  48 57 02.70277(N)    096 12 29.03796(W) AD(2002.00) 1
 DL2327  ELLIP H (04/01/09)  287.002  (m)                       GP(2002.00) 4 1
 DL2327
 DL2327.Superseded values are not recommended for survey control.
 DL2327
 DL2327.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL2327.See file dsdata.pdf to determine how the superseded data were derived.
 DL2327
 DL2327_MARKER: DD = SURVEY DISK
 DL2327_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL2327_STAMPING: 1031 20 HEH 1966
 DL2327_MARK LOGO: USGS
 DL2327_PROJECTION: PROJECTING 10 CENTIMETERS
 DL2327_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DL2327_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DL2327+STABILITY: SURFACE MOTION
 DL2327_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL2327+SATELLITE: SATELLITE OBSERVATIONS - June 24, 2020
 DL2327
 DL2327  HISTORY     - Date     Condition        Report By
 DL2327  HISTORY     - 1966     MONUMENTED       USGS
 DL2327  HISTORY     - 20091001 GOOD             MNDT
 DL2327  HISTORY     - 20200624 GOOD             MNDT
 DL2327
 DL2327                          STATION DESCRIPTION
 DL2327
 DL2327'DESCRIBED BY MN DEPT OF TRANSP 2009 (DKH)
 DL2327'THE MARK WAS RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.
 DL2327'THE MARK IS 11.5 MILES NORTH AND 9 MILES WEST OF BADGER, 4.5 MILES
 DL2327'WEST AND SOUTH ON COUNTY ROAD 3 FROM THE JUNCTION OF COUNTY ROAD 3 AND
 DL2327'TRUNK HIGHWAY 89 IN PINE CREEK TO THE ROSEAU RIVER WILDLIFE MANAGEMENT
 DL2327'AREA ENTRANCE, THENCE WEST ON GRAVEL ROAD FOR 9.5 MILES, 0.6 MILE EAST
 DL2327'OF WYE JUNCTION IN ROAD, 19 FEET SOUTH OF ROAD, 1.0 FOOT EAST OF A
 DL2327'STEEL POST, 1.5 FEET WEST OF WITNESS POST.
 DL2327
 DL2327                          STATION RECOVERY (2020)
 DL2327
 DL2327'RECOVERY NOTE BY MN DEPT OF TRANSP 2020 (KMS)
 DL2327'11.5 MI (18.5 KM) NORTH AND 9.0 MI (14.5 KM) WEST OF BADGER, 4.5 MI
 DL2327'(7.2 KM) WEST AND SOUTH ALONG COUNTY ROAD 3 FROM THE JUNCTION OF
 DL2327'COUNTY ROAD 3 AND TRUNK HIGHWAY 89 IN PINE CREEK TO THE ROSEAU RIVER
 DL2327'WILDLIFE MANAGEMENT AREA ENTRANCE, THEN 9.5 MI (15.3 KM) WEST ON A
 DL2327'GRAVEL ROAD, 0.6 MI (1.0 KM) EAST OF A WYE JUNCTION IN A ROAD, 19.0 FT
 DL2327'(5.8 M) SOUTH OF A ROAD, 1.0 FT (0.3 M) EAST OF A STEEL POST, 12.0 FT
 DL2327'(3.7 M) EAST OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DK7882 ***********************************************************************
 DK7882  DESIGNATION -  20 LNB
 DK7882  PID         -  DK7882
 DK7882  STATE/COUNTY-  MN/OTTER TAIL
 DK7882  COUNTRY     -  US
 DK7882  USGS QUAD   -  LAKE MILTONA WEST (2019)
 DK7882
 DK7882                         *CURRENT SURVEY CONTROL
 DK7882  ______________________________________________________________________
 DK7882* NAD 83(1986) POSITION- 46 07 21.2    (N) 095 27 31.9    (W)   HD_HELD2
 DK7882* NAVD 88 ORTHO HEIGHT -   440.809 (meters)     1446.22  (feet) ADJUSTED
 DK7882  ______________________________________________________________________
 DK7882  GEOID HEIGHT    -        -26.463 (meters)                     GEOID18
 DK7882  DYNAMIC HEIGHT  -        440.802 (meters)     1446.20  (feet) COMP
 DK7882  MODELED GRAVITY -    980,584.7   (mgal)                       NAVD 88
 DK7882
 DK7882  VERT ORDER      -  SECOND    CLASS I
 DK7882
 DK7882.The horizontal coordinates were established by autonomous hand held GPS
 DK7882.observations and have an estimated accuracy of +/- 10 meters.
 DK7882
 DK7882.The orthometric height was determined by differential leveling and
 DK7882.adjusted by the NATIONAL GEODETIC SURVEY
 DK7882.in May 2009.
 DK7882
 DK7882.No vertical observational check was made to the station.
 DK7882
 DK7882.Significant digits in the geoid height do not necessarily reflect accuracy.
 DK7882.GEOID18 height accuracy estimate available here.
 DK7882
 DK7882.Click photographs - Photos may exist for this station.
 DK7882
 DK7882.The dynamic height is computed by dividing the NAVD 88
 DK7882.geopotential number by the normal gravity value computed on the
 DK7882.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK7882.degrees latitude (g = 980.6199 gals.).
 DK7882
 DK7882.The modeled gravity was interpolated from observed gravity values.
 DK7882
 DK7882;                    North         East    Units  Estimated Accuracy
 DK7882;SPC MN C     -   225,480.      706,575.      MT  (+/- 10 meters HH2 GPS)
 DK7882
 DK7882_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUM1002710603(NAD 83)
 DK7882
 DK7882                          SUPERSEDED SURVEY CONTROL
 DK7882
 DK7882.No superseded survey control is available for this station.
 DK7882
 DK7882_MARKER: DD = SURVEY DISK
 DK7882_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DK7882_STAMPING: 20 LNB 1967
 DK7882_MARK LOGO: USGS
 DK7882_PROJECTION: PROJECTING 5 CENTIMETERS
 DK7882_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT
 DK7882_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DK7882+STABILITY: SURFACE MOTION
 DK7882_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DK7882+SATELLITE: SATELLITE OBSERVATIONS - July 07, 2009
 DK7882
 DK7882  HISTORY     - Date     Condition        Report By
 DK7882  HISTORY     - 19670401 MONUMENTED       USGS
 DK7882  HISTORY     - 20051003 GOOD             MNDT
 DK7882  HISTORY     - 20090707 GOOD             MNDT
 DK7882
 DK7882                          STATION DESCRIPTION
 DK7882
 DK7882'DESCRIBED BY MN DEPT OF TRANSP 2005 (WAS)
 DK7882'THE MARK IS LOCATED ABOUT 9.7 MI (15.6 KM) NORTHWEST OF MILTONA, 6.6
 DK7882'MI (10.6 KM) WEST-SOUTHWEST OF PARKERS PRAIRIE AND 6.3 MI (10.1 KM)
 DK7882'NORTHEAST OF MILLERVILLE.  2.5 MI (4.0 KM) EAST OF URBANK, 54 FT (16.5
 DK7882'M) SOUTH AND 27 FT (8.2 M) EAST OF TRUNK HIGHWAY 235, AT TRUNK HIGHWAY
 DK7882'235 MILE POINT 2.55, AT FIELD ENTRANCE SOUTH, 2.3 FT (0.7 M) EAST OF
 DK7882'POWER POLE, 1.0 FT (0.3 M) NORTH OF A FENCE, 1.5 FT (0.5 M) WEST OF A
 DK7882'WITNESS POST.
 DK7882
 DK7882                          STATION RECOVERY (2009)
 DK7882
 DK7882'RECOVERY NOTE BY MN DEPT OF TRANSP 2009 (PJG)
 DK7882'2.5 MI (4.0 KM) EAST OF URBANK, 54 FT (16.5 M) SOUTH AND 27 FT (8.2 M)
 DK7882'EAST OF TRUNK HIGHWAY 235, AT TRUNK HIGHWAY 235 MILE POINT 2.55, AT
 DK7882'FIELD ENTRANCE SOUTH, 2.3 FT (0.7 M) EAST OF POWER POLE, 1.0 FT (0.3
 DK7882'M) NORTH OF A FENCE, 1.5 FT (0.5 M) WEST OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DK6148 ***********************************************************************
 DK6148  DESIGNATION -  20 MDD
 DK6148  PID         -  DK6148
 DK6148  STATE/COUNTY-  MN/MARSHALL
 DK6148  COUNTRY     -  US
 DK6148  USGS QUAD   -  BIG WOODS (2019)
 DK6148
 DK6148                         *CURRENT SURVEY CONTROL
 DK6148  ______________________________________________________________________
 DK6148* NAD 83(2011) POSITION- 48 15 11.96573(N) 097 01 16.38476(W)   ADJUSTED
 DK6148* NAD 83(2011) ELLIP HT-   218.515 (meters)        (06/27/12)   ADJUSTED
 DK6148* NAD 83(2011) EPOCH   -  2010.00
 DK6148* NAVD 88 ORTHO HEIGHT -   245.5   (meters)      805.    (feet) GPS OBS
 DK6148  ______________________________________________________________________
 DK6148  NAVD 88 orthometric height was determined with geoid model    GEOID03
 DK6148  GEOID HEIGHT    -        -26.987 (meters)                     GEOID03
 DK6148  GEOID HEIGHT    -        -27.025 (meters)                     GEOID18
 DK6148  NAD 83(2011) X  -   -520,104.430 (meters)                     COMP
 DK6148  NAD 83(2011) Y  - -4,222,981.346 (meters)                     COMP
 DK6148  NAD 83(2011) Z  -  4,735,840.950 (meters)                     COMP
 DK6148  LAPLACE CORR    -         -2.45  (seconds)                    DEFLEC18
 DK6148
 DK6148  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DK6148  Standards:
 DK6148         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DK6148            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DK6148  -------------------------------------------------------------------
 DK6148  NETWORK    1.15   0.78           0.53   0.38   0.40      0.13983881
 DK6148  -------------------------------------------------------------------
 DK6148  Click here for local accuracies and other accuracy information.
 DK6148
 DK6148.The horizontal coordinates were established by GPS observations
 DK6148.and adjusted by the National Geodetic Survey in June 2012.
 DK6148
 DK6148.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DK6148.been affixed to the stable North American tectonic plate. See 
 DK6148.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DK6148
 DK6148.The horizontal coordinates are valid at the epoch date displayed above
 DK6148.which is a decimal equivalence of Year/Month/Day.
 DK6148
 DK6148.The orthometric height was determined by GPS observations and a
 DK6148.high-resolution geoid model.
 DK6148
 DK6148.Significant digits in the geoid height do not necessarily reflect accuracy.
 DK6148.GEOID18 height accuracy estimate available here.
 DK6148
 DK6148.Click photographs - Photos may exist for this station.
 DK6148
 DK6148.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DK6148
 DK6148.The Laplace correction was computed from DEFLEC18 derived deflections.
 DK6148
 DK6148.The ellipsoidal height was determined by GPS observations
 DK6148.and is referenced to NAD 83.
 DK6148
 DK6148. The following values were computed from the NAD 83(2011) position.
 DK6148
 DK6148;                    North         East     Units Scale Factor Converg.
 DK6148;SPC MN N     -   302,309.647   508,958.583   MT  0.99992941   -2 54 23.3
 DK6148;SPC MN N     -   991,827.57  1,669,808.28   sFT  0.99992941   -2 54 23.3
 DK6148;UTM  14      - 5,346,349.461   646,880.879   MT  0.99986508   +1 28 35.8
 DK6148
 DK6148!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DK6148!SPC MN N     -   0.99996575  x   0.99992941  =   0.99989517
 DK6148!UTM  14      -   0.99996575  x   0.99986508  =   0.99983084
 DK6148
 DK6148_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UPU4688046349(NAD 83)
 DK6148
 DK6148                          SUPERSEDED SURVEY CONTROL
 DK6148
 DK6148  NAD 83(2007)-  48 15 11.96582(N)    097 01 16.38540(W) AD(2002.00) 1
 DK6148  ELLIP H (07/11/08)  218.552  (m)                       GP(2002.00) 1 1
 DK6148
 DK6148.Superseded values are not recommended for survey control.
 DK6148
 DK6148.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK6148.See file dsdata.pdf to determine how the superseded data were derived.
 DK6148
 DK6148_MARKER: DD = SURVEY DISK
 DK6148_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DK6148_STAMPING: 20 MDD 1966
 DK6148_MARK LOGO: USGS
 DK6148_PROJECTION: RECESSED 3 CENTIMETERS
 DK6148_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DK6148_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DK6148+STABILITY: SURFACE MOTION
 DK6148_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DK6148+SATELLITE: SATELLITE OBSERVATIONS - June 17, 2020
 DK6148
 DK6148  HISTORY     - Date     Condition        Report By
 DK6148  HISTORY     - 1966     MONUMENTED       USGS
 DK6148  HISTORY     - 20070606 GOOD             MNDT
 DK6148  HISTORY     - 20200617 GOOD             MNDT
 DK6148
 DK6148                          STATION DESCRIPTION
 DK6148
 DK6148'DESCRIBED BY MN DEPT OF TRANSP 2007 (WAS)
 DK6148'4 MILES NORTH ALONG COUNTY ROAD 10 FROM THE JUNCTION OF COUNTY ROAD 10
 DK6148'AND TRUNK HIGHWAY 1 IN ALVANDO, 1 MILE WEST ON COUNTY ROAD 20, 37 FEET
 DK6148'NORTH OF GRAVEL ROAD AND 39 FEET EAST OF COUNTY ROAD 144, 2.4 FEET
 DK6148'NORTHWEST OF POWER POLE, 1.3 FEET SOUTH OF WITNESS POST.
 DK6148
 DK6148                          STATION RECOVERY (2020)
 DK6148
 DK6148'RECOVERY NOTE BY MN DEPT OF TRANSP 2020 (KMS)
 DK6148'4.1 MI (6.6 KM) NORTH OF ALVARDO, 4.0 MI (6.4 KM) NORTH ALONG COUNTY
 DK6148'ROAD 10 FROM THE JUNCTION OF COUNTY ROAD 10 AND TRUNK HIGHWAY 1 IN
 DK6148'ALVARADO, THEN1.0 MILE WEST ON 260TH STREET NORTHWEST, 37.0 FT (11.3
 DK6148'M) NORTH OF A 260TH STREET NORTHWEST, 39.0 FT (11.9 M) EAST OF COUNTY
 DK6148'ROAD 144 (450TH AVENUE NORTHWEST), 2.4 FT (0.7 M) NORTHWEST OF A POWER
 DK6148'POLE, 1.3 FT (0.4 M) SOUTH OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DK2677 ***********************************************************************
 DK2677  DESIGNATION -  20 RB RESET
 DK2677  PID         -  DK2677
 DK2677  STATE/COUNTY-  MN/POPE
 DK2677  COUNTRY     -  US
 DK2677  USGS QUAD   -  LAKE MINNEWASKA (2019)
 DK2677
 DK2677                         *CURRENT SURVEY CONTROL
 DK2677  ______________________________________________________________________
 DK2677* NAD 83(1986) POSITION- 45 30 47.98   (N) 095 28 49.07   (W)   HD_HELD1
 DK2677* NAVD 88 ORTHO HEIGHT -   388.093 (meters)     1273.27  (feet) ADJUSTED
 DK2677  ______________________________________________________________________
 DK2677  GEOID HEIGHT    -        -26.216 (meters)                     GEOID18
 DK2677  DYNAMIC HEIGHT  -        388.079 (meters)     1273.22  (feet) COMP
 DK2677  MODELED GRAVITY -    980,568.4   (mgal)                       NAVD 88
 DK2677
 DK2677  VERT ORDER      -  SECOND    CLASS I
 DK2677
 DK2677.The horizontal coordinates were determined by differentially corrected
 DK2677.hand held GPS observations or other comparable positioning techniques
 DK2677.and have an estimated accuracy of +/- 3 meters.
 DK2677
 DK2677.The orthometric height was determined by differential leveling and
 DK2677.adjusted by the NATIONAL GEODETIC SURVEY
 DK2677.in May 2008.
 DK2677
 DK2677.Significant digits in the geoid height do not necessarily reflect accuracy.
 DK2677.GEOID18 height accuracy estimate available here.
 DK2677
 DK2677.Click photographs - Photos may exist for this station.
 DK2677
 DK2677.The dynamic height is computed by dividing the NAVD 88
 DK2677.geopotential number by the normal gravity value computed on the
 DK2677.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK2677.degrees latitude (g = 980.6199 gals.).
 DK2677
 DK2677.The modeled gravity was interpolated from observed gravity values.
 DK2677
 DK2677;                    North         East    Units  Estimated Accuracy
 DK2677;SPC MN C     -   157,802.0     703,866.6     MT  (+/- 3 meters HH1 GPS) 
 DK2677
 DK2677_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUL0626942969(NAD 83)
 DK2677
 DK2677                          SUPERSEDED SURVEY CONTROL
 DK2677
 DK2677.No superseded survey control is available for this station.
 DK2677
 DK2677_MARKER: DD = SURVEY DISK
 DK2677_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DK2677_STAMPING: 20 RB 1966 1273
 DK2677_MARK LOGO: USGS
 DK2677_PROJECTION: PROJECTING 41 CENTIMETERS
 DK2677_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT
 DK2677_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DK2677+STABILITY: SURFACE MOTION
 DK2677_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DK2677+SATELLITE: SATELLITE OBSERVATIONS - June 09, 2021
 DK2677
 DK2677  HISTORY     - Date     Condition        Report By
 DK2677  HISTORY     - 1966     MONUMENTED       USGS
 DK2677  HISTORY     - 20071011 GOOD             MNDT
 DK2677  HISTORY     - 20210609 GOOD             MNDT
 DK2677
 DK2677                          STATION DESCRIPTION
 DK2677
 DK2677'DESCRIBED BY US GEOLOGICAL SURVEY 1966
 DK2677'7 MILES SOUTH AND 3 MILES EAST OF STARBUCK, 49 FEET NORTH AND 50 FEET
 DK2677'EAST OF JUNCTION OF COUNTY ROAD 13-COUNTY ROAD 74 AND 270TH STREET,
 DK2677'23.3 FEET NORTH-NORTHWEST OF FENCE CORNER, 10.32 FEET NORTHEAST OF
 DK2677'POWER POLE WITH GUY WIRE, 1.0 FEET WEST OF NORTH/SOUTH FENCE, 1.0 FEET
 DK2677'SOUTH OF WITNESS POST.
 DK2677
 DK2677                          STATION RECOVERY (2007)
 DK2677
 DK2677'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (MPP)
 DK2677'THE STATION IS LOCATED ABOUT 8.4 MI (13.4 KM) NORTH-NORTHWEST OF SWIFT
 DK2677'FALLS, 7.8 MI (12.6 KM) WEST OF TERRACE AND 7.4 MI (11.9 KM)
 DK2677'SOUTH-SOUTHEAST OF STARBUCK.
 DK2677'
 DK2677'RECOVERED AS DESCRIBED.
 DK2677
 DK2677                          STATION RECOVERY (2021)
 DK2677
 DK2677'RECOVERY NOTE BY MN DEPT OF TRANSP 2021 (KMS)
 DK2677'7.0 MI (11.3 KM) SOUTH AND 3.0 MI (4.8 KM) EAST OF STARBUCK, 3.3 MI
 DK2677'(5.3 KM) SOUTH ALONG TRUNK HIGHWAY 114 FROM THE JUNCTION OF TRUNK
 DK2677'HIGHWAY 114 AND TRUNK HIGHWAY 28 IN STARBUCK THEN 0.7 MI (1.1 KM)
 DK2677'SOUTH ALONG COUNTY ROAD 41, THEN 2.5 MI (4.0 KM) EAST ALONG COUNTY
 DK2677'ROAD 16, THEN 3.1 MI (5.0 KM) SOUTH ALONG COUNTY ROAD 13, 50.0 FT
 DK2677'(15.2 M) EAST OF COUNTY ROAD 13, 49.0 FT (14.9 M) NORTH OF A PRIVATE
 DK2677'ROAD (COUNTY ROAD 74 EXTENDED OR 270TH STREET), 23.3 FT (7.1 M)
 DK2677'NORTH-NORTHWEST OF A FENCE CORNER, 10.32 FT (3.1 M) NORTHEAST OF A
 DK2677'POWER POLE WITH A GUY WIRE, 1.0 FT (0.3 M) WEST OF A NORTH-SOUTH
 DK2677'FENCE, 1.0 FT (0.3 M) SOUTH OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DK2896 ***********************************************************************
 DK2896  DESIGNATION -  20 TPA
 DK2896  PID         -  DK2896
 DK2896  STATE/COUNTY-  MN/BELTRAMI
 DK2896  COUNTRY     -  US
 DK2896  USGS QUAD   -  NEBISH (2019)
 DK2896
 DK2896                         *CURRENT SURVEY CONTROL
 DK2896  ______________________________________________________________________
 DK2896* NAD 83(2011) POSITION- 47 45 33.10293(N) 094 45 46.22595(W)   ADJUSTED
 DK2896* NAD 83(2011) ELLIP HT-   385.233 (meters)        (06/27/12)   ADJUSTED
 DK2896* NAD 83(2011) EPOCH   -  2010.00
 DK2896* NAVD 88 ORTHO HEIGHT -   413.3   (meters)     1356.    (feet) GPS OBS
 DK2896  ______________________________________________________________________
 DK2896  NAVD 88 orthometric height was determined with geoid model    GEOID03
 DK2896  GEOID HEIGHT    -        -28.054 (meters)                     GEOID03
 DK2896  GEOID HEIGHT    -        -28.076 (meters)                     GEOID18
 DK2896  NAD 83(2011) X  -   -356,689.941 (meters)                     COMP
 DK2896  NAD 83(2011) Y  - -4,281,002.600 (meters)                     COMP
 DK2896  NAD 83(2011) Z  -  4,699,204.069 (meters)                     COMP
 DK2896  LAPLACE CORR    -         -0.84  (seconds)                    DEFLEC18
 DK2896
 DK2896  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DK2896  Standards:
 DK2896         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DK2896            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DK2896  -------------------------------------------------------------------
 DK2896  NETWORK    0.56   0.51           0.26   0.18   0.26      0.10324595
 DK2896  -------------------------------------------------------------------
 DK2896  Click here for local accuracies and other accuracy information.
 DK2896
 DK2896.The horizontal coordinates were established by GPS observations
 DK2896.and adjusted by the National Geodetic Survey in June 2012.
 DK2896
 DK2896.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DK2896.been affixed to the stable North American tectonic plate. See 
 DK2896.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DK2896
 DK2896.The horizontal coordinates are valid at the epoch date displayed above
 DK2896.which is a decimal equivalence of Year/Month/Day.
 DK2896
 DK2896.The orthometric height was determined by GPS observations and a
 DK2896.high-resolution geoid model.
 DK2896
 DK2896.Significant digits in the geoid height do not necessarily reflect accuracy.
 DK2896.GEOID18 height accuracy estimate available here.
 DK2896
 DK2896.Click photographs - Photos may exist for this station.
 DK2896
 DK2896.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DK2896
 DK2896.The Laplace correction was computed from DEFLEC18 derived deflections.
 DK2896
 DK2896.The ellipsoidal height was determined by GPS observations
 DK2896.and is referenced to NAD 83.
 DK2896
 DK2896. The following values were computed from the NAD 83(2011) position.
 DK2896
 DK2896;                    North         East     Units Scale Factor Converg.
 DK2896;SPC MN N     -   241,329.396   675,355.187   MT  0.99990370   -1 13 57.1
 DK2896;SPC MN N     -   791,761.53  2,215,727.81   sFT  0.99990370   -1 13 57.1
 DK2896;UTM  15      - 5,291,041.148   367,891.215   MT  0.99981447   -1 18 19.0
 DK2896
 DK2896!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DK2896!SPC MN N     -   0.99993962  x   0.99990370  =   0.99984333
 DK2896!UTM  15      -   0.99993962  x   0.99981447  =   0.99975410
 DK2896
 DK2896_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUN6789191041(NAD 83)
 DK2896
 DK2896                          SUPERSEDED SURVEY CONTROL
 DK2896
 DK2896  NAD 83(2007)-  47 45 33.10271(N)    094 45 46.22631(W) AD(2002.00) 1
 DK2896  ELLIP H (07/09/09)  385.284  (m)                       GP(2002.00) 3 1
 DK2896  NAD 83(1996)-  47 45 33.10289(N)    094 45 46.22662(W) AD(       ) 1
 DK2896  ELLIP H (01/10/08)  385.276  (m)                       GP(       ) 3 1
 DK2896
 DK2896.Superseded values are not recommended for survey control.
 DK2896
 DK2896.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK2896.See file dsdata.pdf to determine how the superseded data were derived.
 DK2896
 DK2896_MARKER: DD = SURVEY DISK
 DK2896_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 DK2896+WITH SETTING: INFORMATION.
 DK2896_STAMPING: 20 TPA 1972
 DK2896_MARK LOGO: USGS
 DK2896_PROJECTION: RECESSED 25 CENTIMETERS
 DK2896_MAGNETIC: I = MARKER IS A STEEL ROD
 DK2896_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DK2896_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DK2896+SATELLITE: SATELLITE OBSERVATIONS - 1972
 DK2896_ROD/PIPE-DEPTH: 2.7 meters
 DK2896
 DK2896  HISTORY     - Date     Condition        Report By
 DK2896  HISTORY     - 1972     MONUMENTED       USGS
 DK2896
 DK2896                          STATION DESCRIPTION
 DK2896
 DK2896'DESCRIBED BY US GEOLOGICAL SURVEY 1972
 DK2896'10 MILES WEST OF BLACKDUCK,4 MILES EAST OF NEBISH,10 MILES WEST OF THE
 DK2896'JUNCTION OF COUNTY ROAD 32 AND TRUNK HIGHWAY 72,49 FEET SOUTH OF ROAD,
 DK2896'AT FIELD ROAD NORTH, 1 FOOT NORTH OF FENCE CORNER, 1 FOOT NORTH OF
 DK2896'WITNESS SIGN
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 QO0520 ***********************************************************************
 QO0520  DESIGNATION -  20 WHV
 QO0520  PID         -  QO0520
 QO0520  STATE/COUNTY-  MN/HENNEPIN
 QO0520  COUNTRY     -  US
 QO0520  USGS QUAD   -  OSSEO (2019)
 QO0520
 QO0520                         *CURRENT SURVEY CONTROL
 QO0520  ______________________________________________________________________
 QO0520* NAD 83(1986) POSITION- 45 07 23.52   (N) 093 25 37.31   (W)   HD_HELD1
 QO0520* NAVD 88 ORTHO HEIGHT -   274.915 (meters)      901.95  (feet) ADJUSTED
 QO0520  ______________________________________________________________________
 QO0520  GEOID HEIGHT    -        -27.612 (meters)                     GEOID18
 QO0520  DYNAMIC HEIGHT  -        274.901 (meters)      901.90  (feet) COMP
 QO0520  MODELED GRAVITY -    980,559.6   (mgal)                       NAVD 88
 QO0520
 QO0520  VERT ORDER      -  SECOND    CLASS I
 QO0520
 QO0520.The horizontal coordinates were determined by differentially corrected
 QO0520.hand held GPS observations or other comparable positioning techniques
 QO0520.and have an estimated accuracy of +/- 3 meters.
 QO0520
 QO0520.The orthometric height was determined by differential leveling and
 QO0520.adjusted by the NATIONAL GEODETIC SURVEY
 QO0520.in June 1991.
 QO0520
 QO0520.Significant digits in the geoid height do not necessarily reflect accuracy.
 QO0520.GEOID18 height accuracy estimate available here.
 QO0520
 QO0520.Click photographs - Photos may exist for this station.
 QO0520
 QO0520.The dynamic height is computed by dividing the NAVD 88
 QO0520.geopotential number by the normal gravity value computed on the
 QO0520.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QO0520.degrees latitude (g = 980.6199 gals.).
 QO0520
 QO0520.The modeled gravity was interpolated from observed gravity values.
 QO0520
 QO0520;                    North         East    Units  Estimated Accuracy
 QO0520;SPC MN S     -   336,075.9     845,078.7     MT  (+/- 3 meters HH1 GPS) 
 QO0520
 QO0520_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK6641596725(NAD 83)
 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
 QO0520.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QO0520.See file dsdata.pdf to determine how the superseded data were derived.
 QO0520
 QO0520_MARKER: DB = BENCH MARK DISK
 QO0520_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QO0520_STAMPING: 20 WHV 1950
 QO0520_MARK LOGO: USGS
 QO0520_PROJECTION: PROJECTING 15 CENTIMETERS
 QO0520_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT
 QO0520_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QO0520+STABILITY: SURFACE MOTION
 QO0520_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QO0520+SATELLITE: SATELLITE OBSERVATIONS - November 07, 2007
 QO0520
 QO0520  HISTORY     - Date     Condition        Report By
 QO0520  HISTORY     - 1950     MONUMENTED       USGS
 QO0520  HISTORY     - 1967     GOOD             MNDT
 QO0520  HISTORY     - 1970     GOOD             NGS
 QO0520  HISTORY     - 1980     GOOD             MNDT
 QO0520  HISTORY     - 19800114 GOOD             MNDT
 QO0520  HISTORY     - 19940817 GOOD             USPSQD
 QO0520  HISTORY     - 20020928 GOOD             USPSQD
 QO0520  HISTORY     - 20041118 GOOD             USPSQD
 QO0520  HISTORY     - 20061124 GOOD             USPSQD
 QO0520  HISTORY     - 20071107 GOOD             MNDT
 QO0520
 QO0520                          STATION DESCRIPTION
 QO0520
 QO0520'DESCRIBED BY MN DEPT OF TRANSP 1967
 QO0520'1.2 MI NW FROM OSSEO.
 QO0520'MARK IS LOCATED IN THE NE1/4, SECTION 14, T119N, R22W.  ABOUT 1.2
 QO0520'MILES NORTHWEST OF OSSEO ALONG T.H. 152.  MARK IS A STANDARD U.S.G.S.
 QO0520'DISK, STAMPED 20 WHV 1950, SET IN A CONCRETE TABLET.  MARK IS 33 FEET
 QO0520'SOUTHWEST OF THE CENTERLINE OF RAILROAD, 132 FEET SOUTHWEST OF
 QO0520'INTERSECTION OF T.H. 152 AND COUNTY ROAD NO. 30, 150 FEET SOUTH OF THE
 QO0520'CENTERLINE OF ROAD (CO. RD. NO. 30) AT RAILROAD CROSSING, 0.6 FOOT
 QO0520'NORTHEAST OF A STEEL WITNESS POST AND PROJECTS 6 INCHES ABOVE GROUND.
 QO0520
 QO0520                          STATION RECOVERY (1970)
 QO0520
 QO0520'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970
 QO0520'RECOVERED IN GOOD CONDITION.
 QO0520
 QO0520                          STATION RECOVERY (1980)
 QO0520
 QO0520'RECOVERY NOTE BY MN DEPT OF TRANSP 1980
 QO0520'THE MARK IS 1.2 MILES NORTHWEST MEASURED ALONG T.H. 152 FROM THE
 QO0520'NORTH JUNCTION OF T.H. 52 AND T.H. 152 IN OSSEO. IT IS 150 FEET
 QO0520'SOUTHEAST OF THE CET.NTERLINE OF COUNTY ROAD 30 AT THE RAILROAD
 QO0520'CROSSING, 33 FEET SOUTHWEST OF THE CENTERLINE OF THE RAILROAD. IT IS
 QO0520'A STANDARD USGS DISK IN THE TOP OF A CONCRETE POST WHICH PROJECTS 6
 QO0520'INCHES
 QO0520
 QO0520                          STATION RECOVERY (1980)
 QO0520
 QO0520'RECOVERY NOTE BY MN DEPT OF TRANSP 1980
 QO0520'THE MARK IS IN THE TOWN OF OSSEO, IN THE NE 1/4 OF SECTION 14, T119N,
 QO0520'R22W, ALONG THE BURLINGTON NORTHERN RAILROAD, 1.2 MI (1.9 KM)
 QO0520'NORTHWEST ALONG TRUNK HIGHWAY 152 FROM ITS JUCTION WITH TRUNK HIGHWAY
 QO0520'52 IN OSSEO. THE MARK, A STANDARD USGS BENCH MARK DISK STAMPED---20
 QO0520'WHV 1950---, IS SET IN THE TOP OF A 6-FOOT LONG PRECAST CONCRETE
 QO0520'MONUMENT THAT PROJECTS 0.5 FT (0.2 M) ABOVE THE SURFACE OF THE
 QO0520'GROUND.  THE MARK IS 150 FT (45.7 M) SOUTHEAST OF THE CENTERLINE OF
 QO0520'COUNTY ROAD 30 AT THE RAILROAD CROSSING, 33 FT (10.1 M) SOUTHWEST OF
 QO0520'THE CENTERLINE OF THE BURLINGTON NORTHERN RAILROAD, AND 0.6 FT
 QO0520'(0.2 M) NORTHEAST OF A STEEL WITNESS POST. STEEL ROD IN THE PRECAST
 QO0520'CONCRETE MONUMENT MAKES THE MARK MAGNETIC.
 QO0520
 QO0520                          STATION RECOVERY (1994)
 QO0520
 QO0520'RECOVERY NOTE BY US POWER SQUADRON 1994
 QO0520'RECOVERED IN GOOD CONDITION.
 QO0520
 QO0520                          STATION RECOVERY (2002)
 QO0520
 QO0520'RECOVERY NOTE BY US POWER SQUADRON 2002 (NDM)
 QO0520'RECOVERED IN GOOD CONDITION.
 QO0520
 QO0520                          STATION RECOVERY (2004)
 QO0520
 QO0520'RECOVERY NOTE BY US POWER SQUADRON 2004 (NDM)
 QO0520'RECOVERED IN GOOD CONDITION.
 QO0520
 QO0520                          STATION RECOVERY (2006)
 QO0520
 QO0520'RECOVERY NOTE BY US POWER SQUADRON 2006 (JCH)
 QO0520'PRECAST CONCRETE MONUMENT DESCRIBED IN 1980 RECOVERY IS APPROXIMATELY
 QO0520'9 INCHES SQUARE AND 6-FEET DEEP.
 QO0520
 QO0520                          STATION RECOVERY (2007)
 QO0520
 QO0520'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (VWC)
 QO0520'THE MARK IS LOCATED ABOUT 7.4 MI (12.0 KM) NORTHEAST OF HAMEL, 5.5 MI
 QO0520'(8.9 KM) SOUTH-SOUTHWEST OF ANOKA AND 1.2 MI (2.0 KM) WEST-NORTHWEST
 QO0520'OF OSSEO.   TO REACH TO THE MARK GO 1.2 MILES NORTHWEST OF JUNCTION OF
 QO0520'TRUNK HIGHWAY 152 AND OLD TRUNK HIGHWAY 52 IN OSSEO, 150 FEET
 QO0520'SOUTHEAST OF TRUNK HIGHWAY 81 AT 93RD AVENUE NORTH, AT RAILROAD
 QO0520'CROSSING, 300.0 FEET EAST OF 93RD AVENUE NORTH, 0.6 FEET NORTHEAST OF
 QO0520'WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DE9060 ***********************************************************************
 DE9060  DESIGNATION -  2001 B
 DE9060  PID         -  DE9060
 DE9060  STATE/COUNTY-  MN/DODGE
 DE9060  COUNTRY     -  US
 DE9060  USGS QUAD   -  OWATONNA SE (2019)
 DE9060
 DE9060                         *CURRENT SURVEY CONTROL
 DE9060  ______________________________________________________________________
 DE9060* NAD 83(2011) POSITION- 44 03 02.41851(N) 093 01 33.70998(W)   ADJUSTED
 DE9060* NAD 83(2011) ELLIP HT-   360.109 (meters)        (06/27/12)   ADJUSTED
 DE9060* NAD 83(2011) EPOCH   -  2010.00
 DE9060* NAVD 88 ORTHO HEIGHT -   388.879 (meters)     1275.85  (feet) ADJUSTED
 DE9060  ______________________________________________________________________
 DE9060  GEOID HEIGHT    -        -28.763 (meters)                     GEOID18
 DE9060  NAD 83(2011) X  -   -242,400.676 (meters)                     COMP
 DE9060  NAD 83(2011) Y  - -4,585,419.674 (meters)                     COMP
 DE9060  NAD 83(2011) Z  -  4,412,390.351 (meters)                     COMP
 DE9060  LAPLACE CORR    -         -8.13  (seconds)                    DEFLEC18
 DE9060  DYNAMIC HEIGHT  -        388.814 (meters)     1275.63  (feet) COMP
 DE9060  MODELED GRAVITY -    980,438.7   (mgal)                       NAVD 88
 DE9060
 DE9060  VERT ORDER      -  SECOND    CLASS I
 DE9060
 DE9060  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DE9060  Standards:
 DE9060         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DE9060            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DE9060  -------------------------------------------------------------------
 DE9060  NETWORK    1.00   0.59           0.46   0.34   0.30      0.10039534
 DE9060  -------------------------------------------------------------------
 DE9060  Click here for local accuracies and other accuracy information.
 DE9060
 DE9060.The horizontal coordinates were established by GPS observations
 DE9060.and adjusted by the National Geodetic Survey in June 2012.
 DE9060
 DE9060.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DE9060.been affixed to the stable North American tectonic plate. See 
 DE9060.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DE9060
 DE9060.The horizontal coordinates are valid at the epoch date displayed above
 DE9060.which is a decimal equivalence of Year/Month/Day.
 DE9060
 DE9060.The orthometric height was determined by differential leveling and
 DE9060.adjusted by the NATIONAL GEODETIC SURVEY
 DE9060.in March 2006.
 DE9060
 DE9060.Significant digits in the geoid height do not necessarily reflect accuracy.
 DE9060.GEOID18 height accuracy estimate available here.
 DE9060
 DE9060.Click photographs - Photos may exist for this station.
 DE9060
 DE9060.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DE9060
 DE9060.The Laplace correction was computed from DEFLEC18 derived deflections.
 DE9060
 DE9060.The ellipsoidal height was determined by GPS observations
 DE9060.and is referenced to NAD 83.
 DE9060
 DE9060.The dynamic height is computed by dividing the NAVD 88
 DE9060.geopotential number by the normal gravity value computed on the
 DE9060.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE9060.degrees latitude (g = 980.6199 gals.).
 DE9060
 DE9060.The modeled gravity was interpolated from observed gravity values.
 DE9060
 DE9060. The following values were computed from the NAD 83(2011) position.
 DE9060
 DE9060;                    North         East     Units Scale Factor Converg.
 DE9060;SPC MN S     -   217,207.031   878,046.336   MT  0.99995281   +0 40 57.7
 DE9060;SPC MN S     -   712,620.07  2,880,723.69   sFT  0.99995281   +0 40 57.7
 DE9060;UTM  15      - 4,877,501.201   497,914.801   MT  0.99960005   -0 01 05.2
 DE9060
 DE9060!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE9060!SPC MN S     -   0.99994354  x   0.99995281  =   0.99989635
 DE9060!UTM  15      -   0.99994354  x   0.99960005  =   0.99954361
 DE9060
 DE9060_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVJ9791477501(NAD 83)
 DE9060
 DE9060                          SUPERSEDED SURVEY CONTROL
 DE9060
 DE9060  NAD 83(2007)-  44 03 02.41854(N)    093 01 33.71075(W) AD(2002.00) 0
 DE9060  ELLIP H (02/10/07)  360.133  (m)                       GP(2002.00)    
 DE9060  NAD 83(1996)-  44 03 02.41790(N)    093 01 33.71043(W) AD(       ) 1
 DE9060  ELLIP H (12/17/02)  360.191  (m)                       GP(       ) 4 1
 DE9060  NAVD 88             388.88   (m)         1275.9    (f) LEVELING    3  
 DE9060
 DE9060.Superseded values are not recommended for survey control.
 DE9060
 DE9060.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE9060.See file dsdata.pdf to determine how the superseded data were derived.
 DE9060
 DE9060_MARKER: DV = VERTICAL CONTROL DISK
 DE9060_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 DE9060_STAMPING: 2001 B 1974
 DE9060_MARK LOGO: MNHD
 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 - June 18, 2013
 DE9060
 DE9060  HISTORY     - Date     Condition        Report By
 DE9060  HISTORY     - 1974     MONUMENTED       MNHD
 DE9060  HISTORY     - 20000917 GOOD             MNDT
 DE9060  HISTORY     - 20130618 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
 DE9060'(1.6 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 WITNESS POST,
 DE9060'PROJECTS 1 INCH.
 DE9060
 DE9060                          STATION RECOVERY (2013)
 DE9060
 DE9060'RECOVERY NOTE BY MN DEPT OF TRANSP 2013 (MAS)
 DE9060'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DE9061 ***********************************************************************
 DE9061  DESIGNATION -  2001 C
 DE9061  PID         -  DE9061
 DE9061  STATE/COUNTY-  MN/DODGE
 DE9061  COUNTRY     -  US
 DE9061  USGS QUAD   -  OWATONNA SE (2019)
 DE9061
 DE9061                         *CURRENT SURVEY CONTROL
 DE9061  ______________________________________________________________________
 DE9061* NAD 83(2011) POSITION- 44 03 12.98683(N) 093 00 20.30870(W)   ADJUSTED
 DE9061* NAD 83(2011) ELLIP HT-   361.532 (meters)        (06/27/12)   ADJUSTED
 DE9061* NAD 83(2011) EPOCH   -  2010.00
 DE9061* NAVD 88 ORTHO HEIGHT -   390.367 (meters)     1280.73  (feet) ADJUSTED
 DE9061  ______________________________________________________________________
 DE9061  GEOID HEIGHT    -        -28.833 (meters)                     GEOID18
 DE9061  NAD 83(2011) X  -   -240,757.057 (meters)                     COMP
 DE9061  NAD 83(2011) Y  - -4,585,280.162 (meters)                     COMP
 DE9061  NAD 83(2011) Z  -  4,412,625.788 (meters)                     COMP
 DE9061  LAPLACE CORR    -         -8.72  (seconds)                    DEFLEC18
 DE9061  DYNAMIC HEIGHT  -        390.300 (meters)     1280.51  (feet) COMP
 DE9061  MODELED GRAVITY -    980,435.5   (mgal)                       NAVD 88
 DE9061
 DE9061  VERT ORDER      -  SECOND    CLASS I
 DE9061
 DE9061  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DE9061  Standards:
 DE9061         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DE9061            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DE9061  -------------------------------------------------------------------
 DE9061  NETWORK    0.64   0.47           0.29   0.23   0.24      0.04132790
 DE9061  -------------------------------------------------------------------
 DE9061  Click here for local accuracies and other accuracy information.
 DE9061
 DE9061.The horizontal coordinates were established by GPS observations
 DE9061.and adjusted by the National Geodetic Survey in June 2012.
 DE9061
 DE9061.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DE9061.been affixed to the stable North American tectonic plate. See 
 DE9061.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DE9061
 DE9061.The horizontal coordinates are valid at the epoch date displayed above
 DE9061.which is a decimal equivalence of Year/Month/Day.
 DE9061
 DE9061.The orthometric height was determined by differential leveling and
 DE9061.adjusted by the NATIONAL GEODETIC SURVEY
 DE9061.in March 2006.
 DE9061
 DE9061.Significant digits in the geoid height do not necessarily reflect accuracy.
 DE9061.GEOID18 height accuracy estimate available here.
 DE9061
 DE9061.Click photographs - Photos may exist for this station.
 DE9061
 DE9061.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DE9061
 DE9061.The Laplace correction was computed from DEFLEC18 derived deflections.
 DE9061
 DE9061.The ellipsoidal height was determined by GPS observations
 DE9061.and is referenced to NAD 83.
 DE9061
 DE9061.The dynamic height is computed by dividing the NAVD 88
 DE9061.geopotential number by the normal gravity value computed on the
 DE9061.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE9061.degrees latitude (g = 980.6199 gals.).
 DE9061
 DE9061.The modeled gravity was interpolated from observed gravity values.
 DE9061
 DE9061. The following values were computed from the NAD 83(2011) position.
 DE9061
 DE9061;                    North         East     Units Scale Factor Converg.
 DE9061;SPC MN S     -   217,552.851   879,676.124   MT  0.99995241   +0 41 49.1
 DE9061;SPC MN S     -   713,754.65  2,886,070.75   sFT  0.99995241   +0 41 49.1
 DE9061;UTM  15      - 4,877,826.946   499,548.121   MT  0.99960000   -0 00 14.1
 DE9061
 DE9061!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE9061!SPC MN S     -   0.99994331  x   0.99995241  =   0.99989573
 DE9061!UTM  15      -   0.99994331  x   0.99960000  =   0.99954334
 DE9061
 DE9061_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVJ9954877826(NAD 83)
 DE9061
 DE9061                          SUPERSEDED SURVEY CONTROL
 DE9061
 DE9061  NAD 83(2007)-  44 03 12.98687(N)    093 00 20.30949(W) AD(2002.00) 0
 DE9061  ELLIP H (02/10/07)  361.556  (m)                       GP(2002.00)    
 DE9061  NAD 83(1996)-  44 03 12.98620(N)    093 00 20.30919(W) AD(       ) 1
 DE9061  ELLIP H (12/17/02)  361.615  (m)                       GP(       ) 4 1
 DE9061  NAVD 88             390.37   (m)         1280.7    (f) LEVELING    3  
 DE9061
 DE9061.Superseded values are not recommended for survey control.
 DE9061
 DE9061.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE9061.See file dsdata.pdf to determine how the superseded data were derived.
 DE9061
 DE9061_MARKER: DV = VERTICAL CONTROL DISK
 DE9061_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 DE9061_STAMPING: 2001 C 1974
 DE9061_MARK LOGO: MNHD
 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 - April 13, 2021
 DE9061
 DE9061  HISTORY     - Date     Condition        Report By
 DE9061  HISTORY     - 1974     MONUMENTED       MNHD
 DE9061  HISTORY     - 20000917 GOOD             MNDT
 DE9061  HISTORY     - 20130618 GOOD             MNDT
 DE9061  HISTORY     - 20210413 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
 DE9061'(0.2 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 WITNESS POST, PROJECTS 10
 DE9061'INCHES.
 DE9061
 DE9061                          STATION RECOVERY (2013)
 DE9061
 DE9061'RECOVERY NOTE BY MN DEPT OF TRANSP 2013 (MAS)
 DE9061'RECOVERED AS DESCRIBED.
 DE9061
 DE9061                          STATION RECOVERY (2021)
 DE9061
 DE9061'RECOVERY NOTE BY MN DEPT OF TRANSP 2021 (KMS)
 DE9061'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DH7902 ***********************************************************************
 DH7902  DESIGNATION -  2001 E
 DH7902  PID         -  DH7902
 DH7902  STATE/COUNTY-  MN/DODGE
 DH7902  COUNTRY     -  US
 DH7902  USGS QUAD   -  CLAREMONT (2019)
 DH7902
 DH7902                         *CURRENT SURVEY CONTROL
 DH7902  ______________________________________________________________________
 DH7902* NAD 83(1986) POSITION- 44 03 03.89   (N) 092 56 43.55   (W)   HD_HELD1
 DH7902* NAVD 88 ORTHO HEIGHT -   393.984 (meters)     1292.60  (feet) ADJUSTED
 DH7902  ______________________________________________________________________
 DH7902  GEOID HEIGHT    -        -29.061 (meters)                     GEOID18
 DH7902  DYNAMIC HEIGHT  -        393.912 (meters)     1292.36  (feet) COMP
 DH7902  MODELED GRAVITY -    980,423.2   (mgal)                       NAVD 88
 DH7902
 DH7902  VERT ORDER      -  SECOND    CLASS I
 DH7902
 DH7902.The horizontal coordinates were determined by differentially corrected
 DH7902.hand held GPS observations or other comparable positioning techniques
 DH7902.and have an estimated accuracy of +/- 3 meters.
 DH7902
 DH7902.The orthometric height was determined by differential leveling and
 DH7902.adjusted by the NATIONAL GEODETIC SURVEY
 DH7902.in March 2006.
 DH7902
 DH7902.Significant digits in the geoid height do not necessarily reflect accuracy.
 DH7902.GEOID18 height accuracy estimate available here.
 DH7902
 DH7902.Click photographs - Photos may exist for this station.
 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     -   217,332.6     884,504.1     MT  (+/- 3 meters HH1 GPS) 
 DH7902
 DH7902_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWJ0437177547(NAD 83)
 DH7902
 DH7902                          SUPERSEDED SURVEY CONTROL
 DH7902
 DH7902.No superseded survey control is available for this station.
 DH7902
 DH7902_MARKER: DV = VERTICAL CONTROL DISK
 DH7902_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 DH7902_STAMPING: 2001 E 1974
 DH7902_MARK LOGO: MNHD
 DH7902_PROJECTION: FLUSH
 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 - November 07, 2016
 DH7902
 DH7902  HISTORY     - Date     Condition        Report By
 DH7902  HISTORY     - 1974     MONUMENTED       MNHD
 DH7902  HISTORY     - 20000917 GOOD             MNDT
 DH7902  HISTORY     - 20161107 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.
 DH7902
 DH7902                          STATION RECOVERY (2016)
 DH7902
 DH7902'RECOVERY NOTE BY MN DEPT OF TRANSP 2016 (MPP)
 DH7902'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DE9062 ***********************************************************************
 DE9062  DESIGNATION -  2001 G
 DE9062  PID         -  DE9062
 DE9062  STATE/COUNTY-  MN/DODGE
 DE9062  COUNTRY     -  US
 DE9062  USGS QUAD   -  CLAREMONT (2019)
 DE9062
 DE9062                         *CURRENT SURVEY CONTROL
 DE9062  ______________________________________________________________________
 DE9062* NAD 83(2011) POSITION- 44 03 05.00092(N) 092 54 34.24489(W)   ADJUSTED
 DE9062* NAD 83(2011) ELLIP HT-   356.468 (meters)        (06/27/12)   ADJUSTED
 DE9062* NAD 83(2011) EPOCH   -  2010.00
 DE9062* NAVD 88 ORTHO HEIGHT -   385.765 (meters)     1265.63  (feet) ADJUSTED
 DE9062  ______________________________________________________________________
 DE9062  GEOID HEIGHT    -        -29.202 (meters)                     GEOID18
 DE9062  NAD 83(2011) X  -   -233,072.215 (meters)                     COMP
 DE9062  NAD 83(2011) Y  - -4,585,845.180 (meters)                     COMP
 DE9062  NAD 83(2011) Z  -  4,412,445.109 (meters)                     COMP
 DE9062  LAPLACE CORR    -         -9.66  (seconds)                    DEFLEC18
 DE9062  DYNAMIC HEIGHT  -        385.691 (meters)     1265.39  (feet) COMP
 DE9062  MODELED GRAVITY -    980,415.7   (mgal)                       NAVD 88
 DE9062
 DE9062  VERT ORDER      -  SECOND    CLASS I
 DE9062
 DE9062  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DE9062  Standards:
 DE9062         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DE9062            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DE9062  -------------------------------------------------------------------
 DE9062  NETWORK    1.05   0.57           0.47   0.38   0.29      0.05783000
 DE9062  -------------------------------------------------------------------
 DE9062  Click here for local accuracies and other accuracy information.
 DE9062
 DE9062.The horizontal coordinates were established by GPS observations
 DE9062.and adjusted by the National Geodetic Survey in June 2012.
 DE9062
 DE9062.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DE9062.been affixed to the stable North American tectonic plate. See 
 DE9062.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DE9062
 DE9062.The horizontal coordinates are valid at the epoch date displayed above
 DE9062.which is a decimal equivalence of Year/Month/Day.
 DE9062
 DE9062.The orthometric height was determined by differential leveling and
 DE9062.adjusted by the NATIONAL GEODETIC SURVEY
 DE9062.in May 2019.
 DE9062
 DE9062.Significant digits in the geoid height do not necessarily reflect accuracy.
 DE9062.GEOID18 height accuracy estimate available here.
 DE9062
 DE9062.Click photographs - Photos may exist for this station.
 DE9062
 DE9062.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DE9062
 DE9062.The Laplace correction was computed from DEFLEC18 derived deflections.
 DE9062
 DE9062.The ellipsoidal height was determined by GPS observations
 DE9062.and is referenced to NAD 83.
 DE9062
 DE9062.The dynamic height is computed by dividing the NAVD 88
 DE9062.geopotential number by the normal gravity value computed on the
 DE9062.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE9062.degrees latitude (g = 980.6199 gals.).
 DE9062
 DE9062.The modeled gravity was interpolated from observed gravity values.
 DE9062
 DE9062. The following values were computed from the NAD 83(2011) position.
 DE9062
 DE9062;                    North         East     Units Scale Factor Converg.
 DE9062;SPC MN S     -   217,404.629   887,381.601   MT  0.99995271   +0 45 51.7
 DE9062;SPC MN S     -   713,268.35  2,911,351.14   sFT  0.99995271   +0 45 51.7
 DE9062;UTM  15      - 4,877,584.525   507,248.493   MT  0.99960065   +0 03 46.5
 DE9062
 DE9062!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE9062!SPC MN S     -   0.99994411  x   0.99995271  =   0.99989682
 DE9062!UTM  15      -   0.99994411  x   0.99960065  =   0.99954478
 DE9062
 DE9062:                Primary Azimuth Mark                     Grid Az
 DE9062:SPC MN S     -  2001 H                                   081 45 51.5
 DE9062:UTM  15      -  2001 H                                   082 27 56.7
 DE9062
 DE9062_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWJ0724877584(NAD 83)
 DE9062
 DE9062|---------------------------------------------------------------------|
 DE9062| PID    Reference Object                     Distance      Geod. Az  |
 DE9062|                                                           dddmmss.s |
 DE9062| AE2811 2001 H                              APPROX. 0.8 KM 0823143.2 |
 DE9062| DE9040 2001 P                              APPROX. 1.1 KM 1303713.6 |
 DE9062| DE9039 2001 N                              APPROX. 0.9 KM 1475752.8 |
 DE9062|---------------------------------------------------------------------|
 DE9062
 DE9062                          SUPERSEDED SURVEY CONTROL
 DE9062
 DE9062  NAD 83(2007)-  44 03 05.00100(N)    092 54 34.24571(W) AD(2002.00) 0
 DE9062  ELLIP H (02/10/07)  356.493  (m)                       GP(2002.00)    
 DE9062  NAD 83(1996)-  44 03 05.00033(N)    092 54 34.24530(W) AD(       ) 1
 DE9062  ELLIP H (12/17/02)  356.554  (m)                       GP(       ) 4 1
 DE9062  NAVD 88 (03/27/06)  385.661  (m)         1265.29   (f) SUPERSEDED  2 1
 DE9062  NAVD 88             385.66   (m)         1265.3    (f) LEVELING    3  
 DE9062
 DE9062.Superseded values are not recommended for survey control.
 DE9062
 DE9062.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE9062.See file dsdata.pdf to determine how the superseded data were derived.
 DE9062
 DE9062_MARKER: DV = VERTICAL CONTROL DISK
 DE9062_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 DE9062_STAMPING: 2001 G 1974
 DE9062_MARK LOGO: MNHD
 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 NOT SUITABLE FOR
 DE9062+SATELLITE: SATELLITE OBSERVATIONS - November 14, 2016
 DE9062
 DE9062  HISTORY     - Date     Condition        Report By
 DE9062  HISTORY     - 19740401 MONUMENTED       MNHD
 DE9062  HISTORY     - 20000917 GOOD             MNDT
 DE9062  HISTORY     - 20161114 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.
 DE9062
 DE9062                          STATION RECOVERY (2016)
 DE9062
 DE9062'RECOVERY NOTE BY MN DEPT OF TRANSP 2016 (MPP)
 DE9062'THE MARK IS LOCATED ABOUT 2.5 MI (4.0 KM) NORTHWEST OF DODGE CENTER.
 DE9062'
 DE9062'TO REACH THE MARK GO 0.5 MI (0.8 KM) WEST OF THE JUNCTION OF TRUNK
 DE9062'HIGHWAY 14 AND TRUNK HIGHWAY 56 NORTH.
 DE9062'
 DE9062'THE MARK IS LOCATED 146.0 FT (44.5 M) SOUTH OF COUNTY ROAD 34 (620TH
 DE9062'STREET), 0.5 FT (15 CM) WEST OF A FENCE LINE, 0.8 FT (24 CM) NORTH OF
 DE9062'A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 AE2811 ***********************************************************************
 AE2811  DESIGNATION -  2001 H
 AE2811  PID         -  AE2811
 AE2811  STATE/COUNTY-  MN/DODGE
 AE2811  COUNTRY     -  US
 AE2811  USGS QUAD   -  CLAREMONT (2019)
 AE2811
 AE2811                         *CURRENT SURVEY CONTROL
 AE2811  ______________________________________________________________________
 AE2811* NAD 83(2011) POSITION- 44 03 08.36609(N) 092 53 58.64904(W)   ADJUSTED
 AE2811* NAD 83(2011) ELLIP HT-   360.269 (meters)        (06/27/12)   ADJUSTED
 AE2811* NAD 83(2011) EPOCH   -  2010.00
 AE2811* NAVD 88 ORTHO HEIGHT -   389.526 (meters)     1277.97  (feet) ADJUSTED
 AE2811  ______________________________________________________________________
 AE2811  GEOID HEIGHT    -        -29.241 (meters)                     GEOID18
 AE2811  NAD 83(2011) X  -   -232,277.301 (meters)                     COMP
 AE2811  NAD 83(2011) Y  - -4,585,815.932 (meters)                     COMP
 AE2811  NAD 83(2011) Z  -  4,412,522.405 (meters)                     COMP
 AE2811  LAPLACE CORR    -         -9.62  (seconds)                    DEFLEC18
 AE2811  DYNAMIC HEIGHT  -        389.451 (meters)     1277.72  (feet) COMP
 AE2811  MODELED GRAVITY -    980,413.9   (mgal)                       NAVD 88
 AE2811
 AE2811  VERT ORDER      -  SECOND    CLASS I
 AE2811
 AE2811  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AE2811  Standards:
 AE2811         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AE2811            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AE2811  -------------------------------------------------------------------
 AE2811  NETWORK    1.05   0.59           0.47   0.38   0.30      0.05570421
 AE2811  -------------------------------------------------------------------
 AE2811  Click here for local accuracies and other accuracy information.
 AE2811
 AE2811.The horizontal coordinates were established by GPS observations
 AE2811.and adjusted by the National Geodetic Survey in June 2012.
 AE2811
 AE2811.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AE2811.been affixed to the stable North American tectonic plate. See 
 AE2811.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AE2811
 AE2811.The horizontal coordinates are valid at the epoch date displayed above
 AE2811.which is a decimal equivalence of Year/Month/Day.
 AE2811
 AE2811.The orthometric height was determined by differential leveling and
 AE2811.adjusted by the NATIONAL GEODETIC SURVEY
 AE2811.in May 2019.
 AE2811
 AE2811.Significant digits in the geoid height do not necessarily reflect accuracy.
 AE2811.GEOID18 height accuracy estimate available here.
 AE2811
 AE2811.Click photographs - Photos may exist for this station.
 AE2811
 AE2811.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AE2811
 AE2811.The Laplace correction was computed from DEFLEC18 derived deflections.
 AE2811
 AE2811.The ellipsoidal height was determined by GPS observations
 AE2811.and is referenced to NAD 83.
 AE2811
 AE2811.The dynamic height is computed by dividing the NAVD 88
 AE2811.geopotential number by the normal gravity value computed on the
 AE2811.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE2811.degrees latitude (g = 980.6199 gals.).
 AE2811
 AE2811.The modeled gravity was interpolated from observed gravity values.
 AE2811
 AE2811. The following values were computed from the NAD 83(2011) position.
 AE2811
 AE2811;                    North         East     Units Scale Factor Converg.
 AE2811;SPC MN S     -   217,519.097   888,172.467   MT  0.99995258   +0 46 16.6
 AE2811;SPC MN S     -   713,643.90  2,913,945.84   sFT  0.99995258   +0 46 16.6
 AE2811;UTM  15      - 4,877,689.266   508,040.422   MT  0.99960080   +0 04 11.3
 AE2811
 AE2811!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AE2811!SPC MN S     -   0.99994351  x   0.99995258  =   0.99989609
 AE2811!UTM  15      -   0.99994351  x   0.99960080  =   0.99954433
 AE2811
 AE2811:                Primary Azimuth Mark                     Grid Az
 AE2811:SPC MN S     -  2001 P                                   175 40 41.1
 AE2811:UTM  15      -  2001 P                                   176 22 46.4
 AE2811
 AE2811_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWJ0804077689(NAD 83)
 AE2811
 AE2811|---------------------------------------------------------------------|
 AE2811| PID    Reference Object                     Distance      Geod. Az  |
 AE2811|                                                           dddmmss.s |
 AE2811| DE9040 2001 P                              APPROX. 0.8 KM 1762657.7 |
 AE2811| DE9039 2001 N                              APPROX. 0.9 KM 1995438.2 |
 AE2811|---------------------------------------------------------------------|
 AE2811
 AE2811                          SUPERSEDED SURVEY CONTROL
 AE2811
 AE2811  NAD 83(2007)-  44 03 08.36617(N)    092 53 58.64986(W) AD(2002.00) 0
 AE2811  ELLIP H (02/10/07)  360.294  (m)                       GP(2002.00)    
 AE2811  NAD 83(1996)-  44 03 08.36550(N)    092 53 58.64945(W) AD(       ) 1
 AE2811  ELLIP H (12/17/02)  360.355  (m)                       GP(       ) 4 1
 AE2811  NAVD 88             389.50   (m)         1277.9    (f) LEVELING    3  
 AE2811  NAVD 88 (12/11/97)  389.501  (m)         1277.89   (f) SUPERSEDED  2 1
 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
 AE2811.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE2811.See file dsdata.pdf to determine how the superseded data were derived.
 AE2811
 AE2811_MARKER: DV = VERTICAL CONTROL DISK
 AE2811_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 AE2811_STAMPING: 2001 H 1974
 AE2811_MARK LOGO: MNHD
 AE2811_PROJECTION: PROJECTING 3 CENTIMETERS
 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 - April 10, 2023
 AE2811
 AE2811  HISTORY     - Date     Condition        Report By
 AE2811  HISTORY     - 1974     MONUMENTED       MNHD
 AE2811  HISTORY     - 20000917 GOOD             MNDT
 AE2811  HISTORY     - 20161107 GOOD             MNDT
 AE2811  HISTORY     - 20191008 GOOD             MNDT
 AE2811  HISTORY     - 20230410 GOOD             MNDT
 AE2811
 AE2811                          STATION DESCRIPTION
 AE2811
 AE2811'DESCRIBED BY MN HIGHWAY DEPT 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.
 AE2811
 AE2811                          STATION RECOVERY (2016)
 AE2811
 AE2811'RECOVERY NOTE BY MN DEPT OF TRANSP 2016 (MPP)
 AE2811'RECOVERED AS DESCRIBED.
 AE2811
 AE2811                          STATION RECOVERY (2019)
 AE2811
 AE2811'RECOVERY NOTE BY MN DEPT OF TRANSP 2019 (MPP)
 AE2811'2.25 MI (3.62 KM) NORTHWEST OF DODGE CENTER, 0.85 MI (1.37 KM) NORTH
 AE2811'ALONG TRUNK HIGHWAY 56 FROM THE JUNCTION OF TRUNK HIGHWAY 56 AND TRUNK
 AE2811'HIGHWAY 14, AT TRUNK HIGHWAY 56 MILE POINT 58.55, 48.5 FT (14.8 M)
 AE2811'WEST OF TRUNK HIGHWAY 56, 200.0 FT (61.0 M) NORTH OF COUNTY ROAD 34
 AE2811'(620TH STREET), 125.4 FT (38.2 M) SOUTH OF A POWER POLE, 30.5 FT
 AE2811'(9.3 M) NORTH OF A POWER POLE, 3.3 FT (1.0 M) SOUTH OF A TELEPHONE
 AE2811'CABLE MARKER POST, 1.0 FT (0.3 M) EAST OF A RIGHT-OF-WAY AND A WITNESS
 AE2811'POST.
 AE2811
 AE2811                          STATION RECOVERY (2023)
 AE2811
 AE2811'RECOVERY NOTE BY MN DEPT OF TRANSP 2023 (KMS)
 AE2811'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 AE2809 ***********************************************************************
 AE2809  DESIGNATION -  2001 M
 AE2809  PID         -  AE2809
 AE2809  STATE/COUNTY-  MN/DODGE
 AE2809  COUNTRY     -  US
 AE2809  USGS QUAD   -  CLAREMONT (2019)
 AE2809
 AE2809                         *CURRENT SURVEY CONTROL
 AE2809  ______________________________________________________________________
 AE2809* NAD 83(1986) POSITION- 44 02 30.     (N) 092 52 37.     (W)   SCALED
 AE2809* NAVD 88 ORTHO HEIGHT -   367.975 (meters)     1207.26  (feet) ADJUSTED
 AE2809  ______________________________________________________________________
 AE2809  GEOID HEIGHT    -        -29.334 (meters)                     GEOID18
 AE2809  DYNAMIC HEIGHT  -        367.902 (meters)     1207.03  (feet) COMP
 AE2809  MODELED GRAVITY -    980,408.0   (mgal)                       NAVD 88
 AE2809
 AE2809  VERT ORDER      -  SECOND    CLASS I
 AE2809
 AE2809.The horizontal coordinates were scaled from a map and have
 AE2809.an estimated accuracy of +/- 6 seconds.
 AE2809
 AE2809.The orthometric height was determined by differential leveling and
 AE2809.adjusted by the NATIONAL GEODETIC SURVEY
 AE2809.in December 1997.
 AE2809
 AE2809.Significant digits in the geoid height do not necessarily reflect accuracy.
 AE2809.GEOID18 height accuracy estimate available here.
 AE2809
 AE2809.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWJ098765(NAD 83)
 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
 AE2809.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE2809.See file dsdata.pdf to determine how the superseded data were derived.
 AE2809
 AE2809_MARKER: DV = VERTICAL CONTROL DISK
 AE2809_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 AE2809_SP_SET: BRIDGE ABUTMENT
 AE2809_STAMPING: 2001 M 1983
 AE2809_MARK LOGO: MNDT
 AE2809_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AE2809_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AE2809_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AE2809+SATELLITE: SATELLITE OBSERVATIONS - September 17, 2000
 AE2809
 AE2809  HISTORY     - Date     Condition        Report By
 AE2809  HISTORY     - 1983     MONUMENTED       MNDT
 AE2809  HISTORY     - 20000917 GOOD             MNDT
 AE2809
 AE2809                          STATION DESCRIPTION
 AE2809
 AE2809'DESCRIBED BY MN DEPT OF TRANSP 1983 (OCO)
 AE2809'THE MARK IS LOCATED 1.1 MILES NORTHWEST ALONG TRUNK HIGHWAY 14 FROM
 AE2809'ITS JUNCTION WITH TRUNK HIGHWAY 56 IN DODGE CENTER, IN THE SOUTHWEST
 AE2809'1/4 OF SECTION 28, T107N, R17W.  THE MARK IS 25 FEET LEFT(NORTH) OF
 AE2809'THE THE CENTERLINE OF HIGHWAY 14 AT ENGINEERS STATION 59+83.  THE
 AE2809'MARK, A STANDARD MNDT VERTICAL CONTROL MARK DISK STAMPED---2001 M
 AE2809'1983---, IS SET IN THE TOP OF THE ABUTMENT IN THE NORTHEAST CORNER OF
 AE2809'BRIDGE NUMBER 20005 (HIGHWAY 14 AND 56 OVER DODGE CENTER CREEK).
 AE2809
 AE2809                          STATION RECOVERY (2000)
 AE2809
 AE2809'RECOVERY NOTE BY MN DEPT OF TRANSP 2000 (WAS)
 AE2809'THE MARK WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.  THE MARK IS AT
 AE2809'TH 14 MP 190.90, IN NE COR OF TH 14 BRDG 20005 OVER CENTER ZUMBRO
 AE2809'RIVER.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DQ7426 ***********************************************************************
 DQ7426  DESIGNATION -  2001 N RESET
 DQ7426  PID         -  DQ7426
 DQ7426  STATE/COUNTY-  MN/DODGE
 DQ7426  COUNTRY     -  US
 DQ7426  USGS QUAD   -  CLAREMONT (2019)
 DQ7426
 DQ7426                         *CURRENT SURVEY CONTROL
 DQ7426  ______________________________________________________________________
 DQ7426* NAD 83(1986) POSITION- 44 02 40.24   (N) 092 54 12.77   (W)   HD_HELD1
 DQ7426* NAVD 88 ORTHO HEIGHT -   388.304 (meters)     1273.96  (feet) ADJUSTED
 DQ7426  ______________________________________________________________________
 DQ7426  GEOID HEIGHT    -        -29.229 (meters)                     GEOID18
 DQ7426  DYNAMIC HEIGHT  -        388.229 (meters)     1273.71  (feet) COMP
 DQ7426  MODELED GRAVITY -    980,413.6   (mgal)                       NAVD 88
 DQ7426
 DQ7426  VERT ORDER      -  SECOND    CLASS I
 DQ7426
 DQ7426.The horizontal coordinates were determined by differentially corrected
 DQ7426.hand held GPS observations or other comparable positioning techniques
 DQ7426.and have an estimated accuracy of +/- 3 meters.
 DQ7426
 DQ7426.The orthometric height was determined by differential leveling and
 DQ7426.adjusted by the NATIONAL GEODETIC SURVEY
 DQ7426.in May 2019.
 DQ7426
 DQ7426.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ7426.GEOID18 height accuracy estimate available here.
 DQ7426
 DQ7426.Click photographs - Photos may exist for this station.
 DQ7426
 DQ7426.The dynamic height is computed by dividing the NAVD 88
 DQ7426.geopotential number by the normal gravity value computed on the
 DQ7426.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ7426.degrees latitude (g = 980.6199 gals.).
 DQ7426
 DQ7426.The modeled gravity was interpolated from observed gravity values.
 DQ7426
 DQ7426;                    North         East    Units  Estimated Accuracy
 DQ7426;SPC MN S     -   216,646.9     887,869.8     MT  (+/- 3 meters HH1 GPS) 
 DQ7426
 DQ7426_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWJ0772776821(NAD 83)
 DQ7426
 DQ7426                          SUPERSEDED SURVEY CONTROL
 DQ7426
 DQ7426.No superseded survey control is available for this station.
 DQ7426
 DQ7426_MARKER: I = METAL ROD
 DQ7426_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DQ7426_STAMPING: 2001 N RESET 2016
 DQ7426_MARK LOGO: MNDT
 DQ7426_PROJECTION: RECESSED 15 CENTIMETERS
 DQ7426_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DQ7426_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ7426_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ7426+SATELLITE: SATELLITE OBSERVATIONS - April 13, 2021
 DQ7426_ROD/PIPE-DEPTH: 4.6 meters
 DQ7426
 DQ7426  HISTORY     - Date     Condition        Report By
 DQ7426  HISTORY     - 20161108 MONUMENTED       MNDT
 DQ7426  HISTORY     - 20210413 GOOD             MNDT
 DQ7426  HISTORY     - 20230410 MARK NOT FOUND   MNDT
 DQ7426
 DQ7426                          STATION DESCRIPTION
 DQ7426
 DQ7426'DESCRIBED BY MN DEPT OF TRANSP 2016
 DQ7426'THE MARK IS LOCATED ABOUT 3.0 MI (4.8 KM) WEST OF DODGE CENTER.
 DQ7426'
 DQ7426'TO REACH THE MARK GO 3.2 MI (5.1 KM) WEST AND NORTHWEST ALONG TRUNK
 DQ7426'HIGHWAY 14 AND TRUNK HIGHWAY 56.
 DQ7426'
 DQ7426'THE MARK IS LOCATED 86.0 FT (26.2 M) EAST-NORTHEAST OF WESTBOUND TRUNK
 DQ7426'HIGHWAY 14 BYPASS, 2.7 FT (0.8 M) WEST OF RIGHT-OF-WAY POST, 2.1 FT
 DQ7426'(0.6 M) SOUTHEAST OF A WITNESS POST.
 DQ7426'
 DQ7426'NOTE-THE STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM ROD
 DQ7426'DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION REMOVABLE DISK
 DQ7426'SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH PVC
 DQ7426'PIPE BACK FILLED WITH WASHED SAND.
 DQ7426
 DQ7426                          STATION RECOVERY (2021)
 DQ7426
 DQ7426'RECOVERY NOTE BY MN DEPT OF TRANSP 2021 (KMS)
 DQ7426'RECOVERED IN GOOD CONDITION.
 DQ7426
 DQ7426                          STATION RECOVERY (2023)
 DQ7426
 DQ7426'RECOVERY NOTE BY MN DEPT OF TRANSP 2023 (KMS)
 DQ7426'AFTER A THOROUGH FIELD SEARCH MARK WAS NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DQ7427 ***********************************************************************
 DQ7427  DESIGNATION -  2001 P RESET
 DQ7427  PID         -  DQ7427
 DQ7427  STATE/COUNTY-  MN/DODGE
 DQ7427  COUNTRY     -  US
 DQ7427  USGS QUAD   -  CLAREMONT (2019)
 DQ7427
 DQ7427                         *CURRENT SURVEY CONTROL
 DQ7427  ______________________________________________________________________
 DQ7427* NAD 83(1986) POSITION- 44 02 41.55   (N) 092 53 56.34   (W)   HD_HELD1
 DQ7427* NAVD 88 ORTHO HEIGHT -   384.684 (meters)     1262.08  (feet) ADJUSTED
 DQ7427  ______________________________________________________________________
 DQ7427  GEOID HEIGHT    -        -29.246 (meters)                     GEOID18
 DQ7427  DYNAMIC HEIGHT  -        384.609 (meters)     1261.84  (feet) COMP
 DQ7427  MODELED GRAVITY -    980,412.7   (mgal)                       NAVD 88
 DQ7427
 DQ7427  VERT ORDER      -  SECOND    CLASS I
 DQ7427
 DQ7427.The horizontal coordinates were determined by differentially corrected
 DQ7427.hand held GPS observations or other comparable positioning techniques
 DQ7427.and have an estimated accuracy of +/- 3 meters.
 DQ7427
 DQ7427.The orthometric height was determined by differential leveling and
 DQ7427.adjusted by the NATIONAL GEODETIC SURVEY
 DQ7427.in May 2019.
 DQ7427
 DQ7427.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ7427.GEOID18 height accuracy estimate available here.
 DQ7427
 DQ7427.Click photographs - Photos may exist for this station.
 DQ7427
 DQ7427.The dynamic height is computed by dividing the NAVD 88
 DQ7427.geopotential number by the normal gravity value computed on the
 DQ7427.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ7427.degrees latitude (g = 980.6199 gals.).
 DQ7427
 DQ7427.The modeled gravity was interpolated from observed gravity values.
 DQ7427
 DQ7427;                    North         East    Units  Estimated Accuracy
 DQ7427;SPC MN S     -   216,692.2     888,235.0     MT  (+/- 3 meters HH1 GPS) 
 DQ7427
 DQ7427_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWJ0809276861(NAD 83)
 DQ7427
 DQ7427                          SUPERSEDED SURVEY CONTROL
 DQ7427
 DQ7427.No superseded survey control is available for this station.
 DQ7427
 DQ7427_MARKER: F = FLANGE-ENCASED ROD
 DQ7427_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DQ7427_STAMPING: 2001 P RESET 2016
 DQ7427_MARK LOGO: MNDT
 DQ7427_PROJECTION: RECESSED 20 CENTIMETERS
 DQ7427_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DQ7427_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ7427_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ7427+SATELLITE: SATELLITE OBSERVATIONS - April 10, 2023
 DQ7427_ROD/PIPE-DEPTH: 6.1 meters
 DQ7427
 DQ7427  HISTORY     - Date     Condition        Report By
 DQ7427  HISTORY     - 20161108 MONUMENTED       MNDT
 DQ7427  HISTORY     - 20230410 GOOD             MNDT
 DQ7427
 DQ7427                          STATION DESCRIPTION
 DQ7427
 DQ7427'DESCRIBED BY MN DEPT OF TRANSP 2016
 DQ7427'THE MARK IS LOCATED ABOUT 3.0 MI (4.8 KM) NORTH OF DODGE CENTER.
 DQ7427'
 DQ7427'TO REACH THE MARK GO 0.3 MI (0.5 KM) NORTH ALONG TRUNK HIGHWAY 56 FROM
 DQ7427'THE JUNCTION OF TRUNK HIGHWAY 56 AND TRUNK HIGHWAY 14 (JUNCTION IS 2.5
 DQ7427'MI (4.0 KM) WEST OF DODGE CENTER).
 DQ7427'
 DQ7427'THE MARK IS LOCATED 132.0 FT (40.2 M) NORTH OF 625TH STREET, 92.0 FT
 DQ7427'(28.0 M) EAST OF TRUNK HIGHWAY 56, 25.0 FT (7.6 M) SOUTH OF A DRIVEWAY
 DQ7427'EXTENDED, 2.0 FT (0.6 M) WEST OF A WITNESS POST.
 DQ7427'
 DQ7427'NOTE-THE STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM ROD
 DQ7427'DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION REMOVABLE DISK
 DQ7427'SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH PVC
 DQ7427'PIPE BACK FILLED WITH WASHED SAND.
 DQ7427
 DQ7427                          STATION RECOVERY (2023)
 DQ7427
 DQ7427'RECOVERY NOTE BY MN DEPT OF TRANSP 2023 (KMS)
 DQ7427'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DH7907 ***********************************************************************
 DH7907  DESIGNATION -  2001 Q
 DH7907  PID         -  DH7907
 DH7907  STATE/COUNTY-  MN/DODGE
 DH7907  COUNTRY     -  US
 DH7907  USGS QUAD   -  CLAREMONT (2019)
 DH7907
 DH7907                         *CURRENT SURVEY CONTROL
 DH7907  ______________________________________________________________________
 DH7907* NAD 83(1986) POSITION- 44 01 59.     (N) 092 54 02.     (W)   SCALED
 DH7907* NAVD 88 ORTHO HEIGHT -   389.489 (meters)     1277.85  (feet) ADJUSTED
 DH7907  ______________________________________________________________________
 DH7907  GEOID HEIGHT    -        -29.246 (meters)                     GEOID18
 DH7907  DYNAMIC HEIGHT  -        389.413 (meters)     1277.60  (feet) COMP
 DH7907  MODELED GRAVITY -    980,411.3   (mgal)                       NAVD 88
 DH7907
 DH7907  VERT ORDER      -  SECOND    CLASS I
 DH7907
 DH7907.The horizontal coordinates were scaled from a map and have
 DH7907.an estimated accuracy of +/- 6 seconds.
 DH7907
 DH7907.The orthometric height was determined by differential leveling and
 DH7907.adjusted by the NATIONAL GEODETIC SURVEY
 DH7907.in March 2006.
 DH7907
 DH7907.Significant digits in the geoid height do not necessarily reflect accuracy.
 DH7907.GEOID18 height accuracy estimate available here.
 DH7907
 DH7907.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWJ079755(NAD 83)
 DH7907
 DH7907                          SUPERSEDED SURVEY CONTROL
 DH7907
 DH7907.No superseded survey control is available for this station.
 DH7907
 DH7907_MARKER: DD = SURVEY DISK
 DH7907_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DH7907_SP_SET: BRIDGE ABUTMENT
 DH7907_STAMPING: 2001 Q 2000
 DH7907_MARK LOGO: MNDT
 DH7907_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DH7907_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DH7907_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DH7907+SATELLITE: SATELLITE OBSERVATIONS - September 20, 2000
 DH7907
 DH7907  HISTORY     - Date     Condition        Report By
 DH7907  HISTORY     - 1999     MONUMENTED       MNDT
 DH7907  HISTORY     - 20000920 GOOD             MNDT
 DH7907
 DH7907                          STATION DESCRIPTION
 DH7907
 DH7907'DESCRIBED BY MN DEPT OF TRANSP 2000 (DKH)
 DH7907'THE MARK WAS RECOVERED IN GOOD CONDITION.  THE MARK IS 3.0 MI (4.8 KM)
 DH7907'WEST OF DODGE CENTER, 2.35 MI (3.78 KM) WNW ALONG TH 14 FROM JCT OF TH
 DH7907'14 AND TH 56 (1.0 MI SOUTH OF DODGE CENTER,) IN ABUTMENT AT SE COR OF
 DH7907'BRDG NO 20007 OVER RR TRACKS, 13.5 FT (4.1 M) NW OF SE COR OF BRDG
 DH7907'RAIL, 25.0 FT (7.6 M) NE OF TH 14 BY-PASS.  DISK WAS SET IN STRUCTURE
 DH7907'WHEN BUILT IN 1999 THEN STAMPED WHEN DESCRIBED IN 2000.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DH7904 ***********************************************************************
 DH7904  DESIGNATION -  2001 S
 DH7904  PID         -  DH7904
 DH7904  STATE/COUNTY-  MN/DODGE
 DH7904  COUNTRY     -  US
 DH7904  USGS QUAD   -  CLAREMONT (2019)
 DH7904
 DH7904                         *CURRENT SURVEY CONTROL
 DH7904  ______________________________________________________________________
 DH7904* NAD 83(1986) POSITION- 44 01 31.77   (N) 092 53 23.13   (W)   HD_HELD1
 DH7904* NAVD 88 ORTHO HEIGHT -   374.808 (meters)     1229.68  (feet) ADJUSTED
 DH7904  ______________________________________________________________________
 DH7904  GEOID HEIGHT    -        -29.291 (meters)                     GEOID18
 DH7904  DYNAMIC HEIGHT  -        374.733 (meters)     1229.44  (feet) COMP
 DH7904  MODELED GRAVITY -    980,408.3   (mgal)                       NAVD 88
 DH7904
 DH7904  VERT ORDER      -  SECOND    CLASS I
 DH7904
 DH7904.The horizontal coordinates were determined by differentially corrected
 DH7904.hand held GPS observations or other comparable positioning techniques
 DH7904.and have an estimated accuracy of +/- 3 meters.
 DH7904
 DH7904.The orthometric height was determined by differential leveling and
 DH7904.adjusted by the NATIONAL GEODETIC SURVEY
 DH7904.in March 2006.
 DH7904
 DH7904.Significant digits in the geoid height do not necessarily reflect accuracy.
 DH7904.GEOID18 height accuracy estimate available here.
 DH7904
 DH7904.Click photographs - Photos may exist for this station.
 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     -   214,548.8     889,003.5     MT  (+/- 3 meters HH1 GPS) 
 DH7904
 DH7904_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWJ0883474710(NAD 83)
 DH7904
 DH7904                          SUPERSEDED SURVEY CONTROL
 DH7904
 DH7904.No superseded survey control is available for this station.
 DH7904
 DH7904_MARKER: DD = SURVEY DISK
 DH7904_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DH7904_SP_SET: BRIDGE RAILING
 DH7904_STAMPING: 2001 S 2000
 DH7904_MARK LOGO: MNDT
 DH7904_MAGNETIC: N = NO MAGNETIC MATERIAL
 DH7904_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DH7904_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DH7904+SATELLITE: SATELLITE OBSERVATIONS - April 23, 2013
 DH7904
 DH7904  HISTORY     - Date     Condition        Report By
 DH7904  HISTORY     - 20000401 MONUMENTED       MNDT
 DH7904  HISTORY     - 20000920 GOOD             MNDT
 DH7904  HISTORY     - 20130423 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.
 DH7904
 DH7904                          STATION RECOVERY (2013)
 DH7904
 DH7904'RECOVERY NOTE BY MN DEPT OF TRANSP 2013 (JBG)
 DH7904'2.0 MI (3.2 KM) SOUTHWEST OF DODGE CENTER, 2.4 FT (0.7 M) SOUTHEAST OF
 DH7904'NORTHWEST END OF BRIDGE RAILING FOR TRUNK HIGHWAY 14 BRIDGE NUMBER
 DH7904'20009, 1.65 MI (2.7 KM) WEST-NORTHWEST ALONG TRUNK HIGHWAY 14  FROM
 DH7904'THE JUNCTION OF TRUNK HIGHWAY 14 AND TRUNK HIGHWAY 56, AT TRUNK
 DH7904'HIGHWAY 14 MILE POINT 191.05, 25.5 FT (7.8 M) NORTHEAST OF WESTBOUND
 DH7904'TRUNK HIGHWAY 14.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DH7919 ***********************************************************************
 DH7919  DESIGNATION -  2001 T
 DH7919  PID         -  DH7919
 DH7919  STATE/COUNTY-  MN/DODGE
 DH7919  COUNTRY     -  US
 DH7919  USGS QUAD   -  CLAREMONT (2019)
 DH7919
 DH7919                         *CURRENT SURVEY CONTROL
 DH7919  ______________________________________________________________________
 DH7919* NAD 83(1986) POSITION- 44 01 27.88   (N) 092 53 16.72   (W)   HD_HELD1
 DH7919* NAVD 88 ORTHO HEIGHT -   379.637 (meters)     1245.53  (feet) ADJUSTED
 DH7919  ______________________________________________________________________
 DH7919  GEOID HEIGHT    -        -29.299 (meters)                     GEOID18
 DH7919  DYNAMIC HEIGHT  -        379.562 (meters)     1245.28  (feet) COMP
 DH7919  MODELED GRAVITY -    980,408.7   (mgal)                       NAVD 88
 DH7919
 DH7919  VERT ORDER      -  SECOND    CLASS I
 DH7919
 DH7919.The horizontal coordinates were determined by differentially corrected
 DH7919.hand held GPS observations or other comparable positioning techniques
 DH7919.and have an estimated accuracy of +/- 3 meters.
 DH7919
 DH7919.The orthometric height was determined by differential leveling and
 DH7919.adjusted by the NATIONAL GEODETIC SURVEY
 DH7919.in March 2006.
 DH7919
 DH7919.Significant digits in the geoid height do not necessarily reflect accuracy.
 DH7919.GEOID18 height accuracy estimate available here.
 DH7919
 DH7919.Click photographs - Photos may exist for this station.
 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     -   214,430.7     889,147.9     MT  (+/- 3 meters HH1 GPS) 
 DH7919
 DH7919_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWJ0897774590(NAD 83)
 DH7919
 DH7919                          SUPERSEDED SURVEY CONTROL
 DH7919
 DH7919.No superseded survey control is available for this station.
 DH7919
 DH7919_MARKER: DD = SURVEY DISK
 DH7919_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DH7919_SP_SET: BRIDGE RAILING
 DH7919_STAMPING: 2001 T 2000
 DH7919_MARK LOGO: MNDT
 DH7919_MAGNETIC: N = NO MAGNETIC MATERIAL
 DH7919_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DH7919_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DH7919+SATELLITE: SATELLITE OBSERVATIONS - April 23, 2013
 DH7919
 DH7919  HISTORY     - Date     Condition        Report By
 DH7919  HISTORY     - 20000401 MONUMENTED       MNDT
 DH7919  HISTORY     - 20000920 GOOD             MNDT
 DH7919  HISTORY     - 20130423 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.
 DH7919
 DH7919                          STATION RECOVERY (2013)
 DH7919
 DH7919'RECOVERY NOTE BY MN DEPT OF TRANSP 2013 (JBG)
 DH7919'2.0 MI (3.2 KM) SOUTHWEST OF DODGE CENTER, 2.5 FT (0.8 M) NORTHWEST OF
 DH7919'THE NORTHEAST CORNER OF BRIDGE RAILING FOR BRIDGE NUMBER 20009, 1.50
 DH7919'MI (2.4 KM) WEST-NORTHWEST ALONG TRUNK HIGHWAY 14  FROM THE JUNCTION
 DH7919'OF TRUNK HIGHWAY 14 AND TRUNK HIGHWAY 56, AT TRUNK HIGHWAY 14 MILE
 DH7919'POINT 191.15, 25.5 FT (7.8 M) NORTHEAST OF WESTBOUND TRUNK HIGHWAY 14
 DH7919'MILE POINT 191.15.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DH7905 ***********************************************************************
 DH7905  DESIGNATION -  2001 V
 DH7905  PID         -  DH7905
 DH7905  STATE/COUNTY-  MN/DODGE
 DH7905  COUNTRY     -  US
 DH7905  USGS QUAD   -  DODGE CENTER (2019)
 DH7905
 DH7905                         *CURRENT SURVEY CONTROL
 DH7905  ______________________________________________________________________
 DH7905* NAD 83(1986) POSITION- 44 01 05.79   (N) 092 51 32.55   (W)   HD_HELD1
 DH7905* NAVD 88 ORTHO HEIGHT -   402.108 (meters)     1319.25  (feet) ADJUSTED
 DH7905  ______________________________________________________________________
 DH7905  GEOID HEIGHT    -        -29.411 (meters)                     GEOID18
 DH7905  DYNAMIC HEIGHT  -        402.025 (meters)     1318.98  (feet) COMP
 DH7905  MODELED GRAVITY -    980,400.8   (mgal)                       NAVD 88
 DH7905
 DH7905  VERT ORDER      -  SECOND    CLASS I
 DH7905
 DH7905.The horizontal coordinates were determined by differentially corrected
 DH7905.hand held GPS observations or other comparable positioning techniques
 DH7905.and have an estimated accuracy of +/- 3 meters.
 DH7905
 DH7905.The orthometric height was determined by differential leveling and
 DH7905.adjusted by the NATIONAL GEODETIC SURVEY
 DH7905.in March 2006.
 DH7905
 DH7905.Significant digits in the geoid height do not necessarily reflect accuracy.
 DH7905.GEOID18 height accuracy estimate available here.
 DH7905
 DH7905.Click photographs - Photos may exist for this station.
 DH7905
 DH7905.The dynamic height is computed by dividing the NAVD 88
 DH7905.geopotential number by the normal gravity value computed on the
 DH7905.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH7905.degrees latitude (g = 980.6199 gals.).
 DH7905
 DH7905.The modeled gravity was interpolated from observed gravity values.
 DH7905
 DH7905;                    North         East    Units  Estimated Accuracy
 DH7905;SPC MN S     -   213,780.9     891,477.0     MT  (+/- 3 meters HH1 GPS) 
 DH7905
 DH7905_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWJ1129773912(NAD 83)
 DH7905
 DH7905                          SUPERSEDED SURVEY CONTROL
 DH7905
 DH7905.No superseded survey control is available for this station.
 DH7905
 DH7905_MARKER: DD = SURVEY DISK
 DH7905_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DH7905_SP_SET: BRIDGE PARAPET
 DH7905_STAMPING: 2001 V 2000
 DH7905_MARK LOGO: MNDT
 DH7905_MAGNETIC: N = NO MAGNETIC MATERIAL
 DH7905_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DH7905_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DH7905+SATELLITE: SATELLITE OBSERVATIONS - April 23, 2013
 DH7905
 DH7905  HISTORY     - Date     Condition        Report By
 DH7905  HISTORY     - 2000     MONUMENTED       MNDT
 DH7905  HISTORY     - 20000920 GOOD             MNDT
 DH7905  HISTORY     - 20060825 GOOD             MNDT
 DH7905  HISTORY     - 20130423 GOOD             MNDT
 DH7905
 DH7905                          STATION DESCRIPTION
 DH7905
 DH7905'DESCRIBED BY MN DEPT OF TRANSP 2000 (DKH)
 DH7905'THE MARK WAS RECOVERED IN GOOD CONDITION.  THE MARK IS 1.0 MI (1.6 KM)
 DH7905'SOUTH OF DODGE CENTER, IN ABUTMENT AT SE COR OF TH 56 BRIDGE NO 20010
 DH7905'OVER TH 14, AT THE JCT OF TH 14 BYPASS AND TH 56 AT DODGE CENTER, 20.0
 DH7905'FT (6.1 M) EAST OF NB TH 56, 20.7 FT (6.3 M) NORTH OF SE COR OF BRDG
 DH7905'RAILING.
 DH7905
 DH7905                          STATION RECOVERY (2006)
 DH7905
 DH7905'RECOVERY NOTE BY MN DEPT OF TRANSP 2006 (MPP)
 DH7905'RECOVERED AS DESCRIBED.
 DH7905
 DH7905                          STATION RECOVERY (2013)
 DH7905
 DH7905'RECOVERY NOTE BY MN DEPT OF TRANSP 2013 (JBG)
 DH7905'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DE9044 ***********************************************************************
 DE9044  DESIGNATION -  2002 E
 DE9044  PID         -  DE9044
 DE9044  STATE/COUNTY-  MN/DODGE
 DE9044  COUNTRY     -  US
 DE9044  USGS QUAD   -  BYRON (2019)
 DE9044
 DE9044                         *CURRENT SURVEY CONTROL
 DE9044  ______________________________________________________________________
 DE9044* NAD 83(2011) POSITION- 44 01 23.27392(N) 092 44 17.94926(W)   ADJUSTED
 DE9044* NAD 83(2011) ELLIP HT-   352.281 (meters)        (06/27/12)   ADJUSTED
 DE9044* NAD 83(2011) EPOCH   -  2010.00
 DE9044* NAVD 88 ORTHO HEIGHT -   382.100 (meters)     1253.61  (feet) ADJUSTED
 DE9044  ______________________________________________________________________
 DE9044  GEOID HEIGHT    -        -29.818 (meters)                     GEOID18
 DE9044  NAD 83(2011) X  -   -219,473.347 (meters)                     COMP
 DE9044  NAD 83(2011) Y  - -4,588,698.264 (meters)                     COMP
 DE9044  NAD 83(2011) Z  -  4,410,184.926 (meters)                     COMP
 DE9044  LAPLACE CORR    -         -6.65  (seconds)                    DEFLEC18
 DE9044  DYNAMIC HEIGHT  -        382.017 (meters)     1253.33  (feet) COMP
 DE9044  MODELED GRAVITY -    980,389.0   (mgal)                       NAVD 88
 DE9044
 DE9044  VERT ORDER      -  SECOND    CLASS I
 DE9044
 DE9044  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DE9044  Standards:
 DE9044         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DE9044            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DE9044  -------------------------------------------------------------------
 DE9044  NETWORK    1.09   0.59           0.49   0.39   0.30      0.09762705
 DE9044  -------------------------------------------------------------------
 DE9044  Click here for local accuracies and other accuracy information.
 DE9044
 DE9044.The horizontal coordinates were established by GPS observations
 DE9044.and adjusted by the National Geodetic Survey in June 2012.
 DE9044
 DE9044.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DE9044.been affixed to the stable North American tectonic plate. See 
 DE9044.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DE9044
 DE9044.The horizontal coordinates are valid at the epoch date displayed above
 DE9044.which is a decimal equivalence of Year/Month/Day.
 DE9044
 DE9044.The orthometric height was determined by differential leveling and
 DE9044.adjusted by the NATIONAL GEODETIC SURVEY
 DE9044.in March 2006.
 DE9044
 DE9044.Significant digits in the geoid height do not necessarily reflect accuracy.
 DE9044.GEOID18 height accuracy estimate available here.
 DE9044
 DE9044.Click photographs - Photos may exist for this station.
 DE9044
 DE9044.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DE9044
 DE9044.The Laplace correction was computed from DEFLEC18 derived deflections.
 DE9044
 DE9044.The ellipsoidal height was determined by GPS observations
 DE9044.and is referenced to NAD 83.
 DE9044
 DE9044.The dynamic height is computed by dividing the NAVD 88
 DE9044.geopotential number by the normal gravity value computed on the
 DE9044.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE9044.degrees latitude (g = 980.6199 gals.).
 DE9044
 DE9044.The modeled gravity was interpolated from observed gravity values.
 DE9044
 DE9044. The following values were computed from the NAD 83(2011) position.
 DE9044
 DE9044;                    North         East     Units Scale Factor Converg.
 DE9044;SPC MN S     -   214,462.736   901,146.888   MT  0.99995668   +0 53 03.6
 DE9044;SPC MN S     -   703,616.49  2,956,512.75   sFT  0.99995668   +0 53 03.6
 DE9044;UTM  15      - 4,874,475.309   520,971.872   MT  0.99960541   +0 10 54.7
 DE9044
 DE9044!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE9044!SPC MN S     -   0.99994476  x   0.99995668  =   0.99990145
 DE9044!UTM  15      -   0.99994476  x   0.99960541  =   0.99955020
 DE9044
 DE9044_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWJ2097174475(NAD 83)
 DE9044
 DE9044                          SUPERSEDED SURVEY CONTROL
 DE9044
 DE9044  NAD 83(2007)-  44 01 23.27409(N)    092 44 17.95018(W) AD(2002.00) 0
 DE9044  ELLIP H (02/10/07)  352.305  (m)                       GP(2002.00)    
 DE9044  NAD 83(1996)-  44 01 23.27349(N)    092 44 17.94963(W) AD(       ) 1
 DE9044  ELLIP H (12/17/02)  352.374  (m)                       GP(       ) 4 1
 DE9044  NAVD 88             382.10   (m)         1253.6    (f) LEVELING    3  
 DE9044
 DE9044.Superseded values are not recommended for survey control.
 DE9044
 DE9044.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE9044.See file dsdata.pdf to determine how the superseded data were derived.
 DE9044
 DE9044_MARKER: DB = BENCH MARK DISK
 DE9044_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 DE9044_STAMPING: 2002 E 1976
 DE9044_MARK LOGO: MNHD
 DE9044_PROJECTION: PROJECTING 5 CENTIMETERS
 DE9044_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DE9044_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DE9044_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE9044+SATELLITE: SATELLITE OBSERVATIONS - April 11, 2023
 DE9044
 DE9044  HISTORY     - Date     Condition        Report By
 DE9044  HISTORY     - 19760401 MONUMENTED       MNHD
 DE9044  HISTORY     - 20000917 GOOD             MNDT
 DE9044  HISTORY     - 20161107 GOOD             MNDT
 DE9044  HISTORY     - 20191008 GOOD             MNDT
 DE9044  HISTORY     - 20230411 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.
 DE9044
 DE9044                          STATION RECOVERY (2016)
 DE9044
 DE9044'RECOVERY NOTE BY MN DEPT OF TRANSP 2016 (MPP)
 DE9044'THE MARK IS LOCATED ABOUT 0.5 MI (0.8 KM) EAST OF KASSON.
 DE9044'
 DE9044'TO REACH THE MARK GO 0.5 MI (0.8 KM) EAST OF THE JUNCTION OF TRUNK
 DE9044'HIGHWAY 14 AND TRUNK HIGHWAY 57, AT TRUNK HIGHWAY 14 MILE POINT
 DE9044'198.20.
 DE9044'
 DE9044'THE MARK IS LOCATED 109.1 FT (33.3 M) NORTH OF WESTBOUND TRUNK HIGHWAY
 DE9044'14, 33.0 FT (10.1 M) WEST OF COUNTY ROAD 13, 79.6 FT (24.3 M) WEST OF
 DE9044'A POWER POLE, 4.0 FT (1.2 M) SOUTHWEST OF SOUTHWEST OF CABLE PEDESTAL,
 DE9044'0.8 FT (24 CM) SOUTH OF RIGHT-OF-WAY AND A WITNESS POST.
 DE9044
 DE9044                          STATION RECOVERY (2019)
 DE9044
 DE9044'RECOVERY NOTE BY MN DEPT OF TRANSP 2019 (MPP)
 DE9044'0.5 MI (0.8 KM) EAST OF KASSON, 0.5 MI (0.8 KM) EAST ALONG TRUNK
 DE9044'HIGHWAY 14 FROM THE JUNCTION OF TRUNK HIGHWAY 14 AND TRUNK HIGHWAY IN
 DE9044'KASSON, AT TRUNK HIGHWAY 14 MILE POINT 198.20, 109.1 FT (33.3 M) NORTH
 DE9044'OF WESTBOUND TRUNK HIGHWAY 14, 33.0 FT (10.1 M) WEST OF COUNTY ROAD
 DE9044'13, 79.6 FT (24.3 M) WEST OF A POWER POLE, 4.0 FT (1.2 M) SOUTHWEST OF
 DE9044'A CABLE PEDESTAL, 0.8 FT (24 CM) SOUTH OF A RIGHT-OF-WAY AND A WITNESS
 DE9044'POST.
 DE9044
 DE9044                          STATION RECOVERY (2023)
 DE9044
 DE9044'RECOVERY NOTE BY MN DEPT OF TRANSP 2023 (TJD)
 DE9044'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DH7908 ***********************************************************************
 DH7908  DESIGNATION -  2002 F
 DH7908  PID         -  DH7908
 DH7908  STATE/COUNTY-  MN/DODGE
 DH7908  COUNTRY     -  US
 DH7908  USGS QUAD   -  BYRON (2019)
 DH7908
 DH7908                         *CURRENT SURVEY CONTROL
 DH7908  ______________________________________________________________________
 DH7908* NAD 83(1986) POSITION- 44 01 20.93   (N) 092 44 52.55   (W)   HD_HELD1
 DH7908* NAVD 88 ORTHO HEIGHT -   386.290 (meters)     1267.35  (feet) ADJUSTED
 DH7908  ______________________________________________________________________
 DH7908  GEOID HEIGHT    -        -29.791 (meters)                     GEOID18
 DH7908  DYNAMIC HEIGHT  -        386.206 (meters)     1267.08  (feet) COMP
 DH7908  MODELED GRAVITY -    980,389.3   (mgal)                       NAVD 88
 DH7908
 DH7908  VERT ORDER      -  SECOND    CLASS I
 DH7908
 DH7908.The horizontal coordinates were determined by differentially corrected
 DH7908.hand held GPS observations or other comparable positioning techniques
 DH7908.and have an estimated accuracy of +/- 3 meters.
 DH7908
 DH7908.The orthometric height was determined by differential leveling and
 DH7908.adjusted by the NATIONAL GEODETIC SURVEY
 DH7908.in March 2006.
 DH7908
 DH7908.Significant digits in the geoid height do not necessarily reflect accuracy.
 DH7908.GEOID18 height accuracy estimate available here.
 DH7908
 DH7908.Click photographs - Photos may exist for this station.
 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     -   214,378.6     900,377.5     MT  (+/- 3 meters HH1 GPS) 
 DH7908
 DH7908_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWJ2020174400(NAD 83)
 DH7908
 DH7908                          SUPERSEDED SURVEY CONTROL
 DH7908
 DH7908.No superseded survey control is available for this station.
 DH7908
 DH7908_MARKER: DB = BENCH MARK DISK
 DH7908_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DH7908_SP_SET: BRIDGE ABUTMENT
 DH7908_STAMPING: 2002 F 1976
 DH7908_MARK LOGO: MNHD
 DH7908_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DH7908_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DH7908_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DH7908+SATELLITE: SATELLITE OBSERVATIONS - November 07, 2016
 DH7908
 DH7908  HISTORY     - Date     Condition        Report By
 DH7908  HISTORY     - 1976     MONUMENTED       MNHD
 DH7908  HISTORY     - 20000917 GOOD             MNDT
 DH7908  HISTORY     - 20161107 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.
 DH7908
 DH7908                          STATION RECOVERY (2016)
 DH7908
 DH7908'RECOVERY NOTE BY MN DEPT OF TRANSP 2016 (MPP)
 DH7908'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DE9045 ***********************************************************************
 DE9045  DESIGNATION -  2002 G
 DE9045  PID         -  DE9045
 DE9045  STATE/COUNTY-  MN/DODGE
 DE9045  COUNTRY     -  US
 DE9045  USGS QUAD   -  DODGE CENTER (2019)
 DE9045
 DE9045                         *CURRENT SURVEY CONTROL
 DE9045  ______________________________________________________________________
 DE9045* NAD 83(2011) POSITION- 44 01 24.25924(N) 092 45 21.63957(W)   ADJUSTED
 DE9045* NAD 83(2011) ELLIP HT-   348.849 (meters)        (06/27/12)   ADJUSTED
 DE9045* NAD 83(2011) EPOCH   -  2010.00
 DE9045* NAVD 88 ORTHO HEIGHT -   378.616 (meters)     1242.18  (feet) ADJUSTED
 DE9045  ______________________________________________________________________
 DE9045  GEOID HEIGHT    -        -29.768 (meters)                     GEOID18
 DE9045  NAD 83(2011) X  -   -220,889.096 (meters)                     COMP
 DE9045  NAD 83(2011) Y  - -4,588,606.700 (meters)                     COMP
 DE9045  NAD 83(2011) Z  -  4,410,204.410 (meters)                     COMP
 DE9045  LAPLACE CORR    -         -7.34  (seconds)                    DEFLEC18
 DE9045  DYNAMIC HEIGHT  -        378.533 (meters)     1241.90  (feet) COMP
 DE9045  MODELED GRAVITY -    980,389.8   (mgal)                       NAVD 88
 DE9045
 DE9045  VERT ORDER      -  SECOND    CLASS I
 DE9045
 DE9045  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DE9045  Standards:
 DE9045         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DE9045            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DE9045  -------------------------------------------------------------------
 DE9045  NETWORK    1.10   0.61           0.49   0.40   0.31      0.07174572
 DE9045  -------------------------------------------------------------------
 DE9045  Click here for local accuracies and other accuracy information.
 DE9045
 DE9045.The horizontal coordinates were established by GPS observations
 DE9045.and adjusted by the National Geodetic Survey in June 2012.
 DE9045
 DE9045.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DE9045.been affixed to the stable North American tectonic plate. See 
 DE9045.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DE9045
 DE9045.The horizontal coordinates are valid at the epoch date displayed above
 DE9045.which is a decimal equivalence of Year/Month/Day.
 DE9045
 DE9045.The orthometric height was determined by differential leveling and
 DE9045.adjusted by the NATIONAL GEODETIC SURVEY
 DE9045.in May 2019.
 DE9045
 DE9045.Significant digits in the geoid height do not necessarily reflect accuracy.
 DE9045.GEOID18 height accuracy estimate available here.
 DE9045
 DE9045.Click photographs - Photos may exist for this station.
 DE9045
 DE9045.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DE9045
 DE9045.The Laplace correction was computed from DEFLEC18 derived deflections.
 DE9045
 DE9045.The ellipsoidal height was determined by GPS observations
 DE9045.and is referenced to NAD 83.
 DE9045
 DE9045.The dynamic height is computed by dividing the NAVD 88
 DE9045.geopotential number by the normal gravity value computed on the
 DE9045.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE9045.degrees latitude (g = 980.6199 gals.).
 DE9045
 DE9045.The modeled gravity was interpolated from observed gravity values.
 DE9045
 DE9045. The following values were computed from the NAD 83(2011) position.
 DE9045
 DE9045;                    North         East     Units Scale Factor Converg.
 DE9045;SPC MN S     -   214,471.405   899,728.217   MT  0.99995664   +0 52 19.0
 DE9045;SPC MN S     -   703,644.93  2,951,858.33   sFT  0.99995664   +0 52 19.0
 DE9045;UTM  15      - 4,874,501.360   519,553.912   MT  0.99960470   +0 10 10.4
 DE9045
 DE9045!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE9045!SPC MN S     -   0.99994530  x   0.99995664  =   0.99990194
 DE9045!UTM  15      -   0.99994530  x   0.99960470  =   0.99955002
 DE9045
 DE9045_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWJ1955374501(NAD 83)
 DE9045
 DE9045                          SUPERSEDED SURVEY CONTROL
 DE9045
 DE9045  NAD 83(2007)-  44 01 24.25940(N)    092 45 21.64047(W) AD(2002.00) 0
 DE9045  ELLIP H (02/10/07)  348.874  (m)                       GP(2002.00)    
 DE9045  NAD 83(1996)-  44 01 24.25879(N)    092 45 21.63990(W) AD(       ) 1
 DE9045  ELLIP H (12/17/02)  348.941  (m)                       GP(       ) 4 1
 DE9045  NAVD 88 (03/27/06)  378.621  (m)         1242.19   (f) SUPERSEDED  2 1
 DE9045  NAVD 88             378.62   (m)         1242.2    (f) LEVELING    3  
 DE9045
 DE9045.Superseded values are not recommended for survey control.
 DE9045
 DE9045.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE9045.See file dsdata.pdf to determine how the superseded data were derived.
 DE9045
 DE9045_MARKER: DB = BENCH MARK DISK
 DE9045_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DE9045_STAMPING: 2002 G 1976
 DE9045_MARK LOGO: MNHD
 DE9045_PROJECTION: PROJECTING 3 CENTIMETERS
 DE9045_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DE9045_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DE9045+STABILITY: SURFACE MOTION
 DE9045_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE9045+SATELLITE: SATELLITE OBSERVATIONS - April 11, 2023
 DE9045
 DE9045  HISTORY     - Date     Condition        Report By
 DE9045  HISTORY     - 1976     MONUMENTED       MNHD
 DE9045  HISTORY     - 20000917 GOOD             MNDT
 DE9045  HISTORY     - 20161107 GOOD             MNDT
 DE9045  HISTORY     - 20191008 GOOD             MNDT
 DE9045  HISTORY     - 20230411 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 WITNESS POST, PROJECTS 1 INCH, MAGNETIC, AND SUITABLE FOR
 DE9045'GPS.
 DE9045
 DE9045                          STATION RECOVERY (2016)
 DE9045
 DE9045'RECOVERY NOTE BY MN DEPT OF TRANSP 2016 (MPP)
 DE9045'RECOVERED AS DESCRIBED.
 DE9045
 DE9045                          STATION RECOVERY (2019)
 DE9045
 DE9045'RECOVERY NOTE BY MN DEPT OF TRANSP 2019 (MPP)
 DE9045'0.4 MI (0.6 KM) WEST OF KASSON, 0.4 MI (0.6 KM) WEST ALONG TRUNK
 DE9045'HIGHWAY 14 FROM THE JUNCTION OF TRUNK HIGHWAY 57 IN KASSON, AT TRUNK
 DE9045'HIGHWAY 14 MILE POINT 197.35, 108.6 FT (33.1 M) NORTH OF WESTBOUND
 DE9045'TRUNK HIGHWAY 14, 3.09 FT (0.9 M) SOUTHWEST OF A CABLE POST, 11.4 FT
 DE9045'(3.5 M) SOUTH OF A RIGHT-OF-WAY POST, 1.4 FT (0.4 M) SOUTH OF A
 DE9045'RIGHT-OF-WAY AND A WITNESS POST.
 DE9045
 DE9045                          STATION RECOVERY (2023)
 DE9045
 DE9045'RECOVERY NOTE BY MN DEPT OF TRANSP 2023 (TJD)
 DE9045'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 AE2807 ***********************************************************************
 AE2807  DESIGNATION -  2002 J
 AE2807  PID         -  AE2807
 AE2807  STATE/COUNTY-  MN/DODGE
 AE2807  COUNTRY     -  US
 AE2807  USGS QUAD   -  DODGE CENTER (2019)
 AE2807
 AE2807                         *CURRENT SURVEY CONTROL
 AE2807  ______________________________________________________________________
 AE2807* NAD 83(1986) POSITION- 44 01 51.53   (N) 092 50 41.74   (W)   HD_HELD1
 AE2807* NAVD 88 ORTHO HEIGHT -   388.097 (meters)     1273.28  (feet) ADJUSTED
 AE2807  ______________________________________________________________________
 AE2807  GEOID HEIGHT    -        -29.459 (meters)                     GEOID18
 AE2807  DYNAMIC HEIGHT  -        388.017 (meters)     1273.02  (feet) COMP
 AE2807  MODELED GRAVITY -    980,400.5   (mgal)                       NAVD 88
 AE2807
 AE2807  VERT ORDER      -  SECOND    CLASS I
 AE2807
 AE2807.The horizontal coordinates were determined by differentially corrected
 AE2807.hand held GPS observations or other comparable positioning techniques
 AE2807.and have an estimated accuracy of +/- 3 meters.
 AE2807
 AE2807.The orthometric height was determined by differential leveling and
 AE2807.adjusted by the NATIONAL GEODETIC SURVEY
 AE2807.in June 2015.
 AE2807
 AE2807.Significant digits in the geoid height do not necessarily reflect accuracy.
 AE2807.GEOID18 height accuracy estimate available here.
 AE2807
 AE2807.Click photographs - Photos may exist for this station.
 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     -   215,208.4     892,588.5     MT  (+/- 3 meters HH1 GPS) 
 AE2807
 AE2807_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWJ1242675325(NAD 83)
 AE2807
 AE2807                          SUPERSEDED SURVEY CONTROL
 AE2807
 AE2807  NAVD 88 (12/11/97)  388.121  (m)         1273.36   (f) SUPERSEDED  2 1
 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
 AE2807.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE2807.See file dsdata.pdf to determine how the superseded data were derived.
 AE2807
 AE2807_MARKER: DV = VERTICAL CONTROL DISK
 AE2807_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 AE2807_SP_SET: FOUNDATION
 AE2807_STAMPING: 2002 J 1983
 AE2807_MARK LOGO: MNDT
 AE2807_MAGNETIC: N = NO MAGNETIC MATERIAL
 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 - April 23, 2013
 AE2807
 AE2807  HISTORY     - Date     Condition        Report By
 AE2807  HISTORY     - 1983     MONUMENTED       MNDT
 AE2807  HISTORY     - 20000917 GOOD             MNDT
 AE2807  HISTORY     - 20130423 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.
 AE2807
 AE2807                          STATION RECOVERY (2013)
 AE2807
 AE2807'RECOVERY NOTE BY MN DEPT OF TRANSP 2013 (JBG)
 AE2807'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 AE2806 ***********************************************************************
 AE2806  DESIGNATION -  2002 K
 AE2806  PID         -  AE2806
 AE2806  STATE/COUNTY-  MN/DODGE
 AE2806  COUNTRY     -  US
 AE2806  USGS QUAD   -  DODGE CENTER (2019)
 AE2806
 AE2806                         *CURRENT SURVEY CONTROL
 AE2806  ______________________________________________________________________
 AE2806* NAD 83(1986) POSITION- 44 01 49.     (N) 092 49 38.     (W)   SCALED
 AE2806* NAVD 88 ORTHO HEIGHT -   391.955 (meters)     1285.94  (feet) ADJUSTED
 AE2806  ______________________________________________________________________
 AE2806  GEOID HEIGHT    -        -29.525 (meters)                     GEOID18
 AE2806  DYNAMIC HEIGHT  -        391.873 (meters)     1285.67  (feet) COMP
 AE2806  MODELED GRAVITY -    980,398.0   (mgal)                       NAVD 88
 AE2806
 AE2806  VERT ORDER      -  SECOND    CLASS I
 AE2806
 AE2806.The horizontal coordinates were scaled from a map and have
 AE2806.an estimated accuracy of +/- 6 seconds.
 AE2806
 AE2806.The orthometric height was determined by differential leveling and
 AE2806.adjusted by the NATIONAL GEODETIC SURVEY
 AE2806.in December 1997.
 AE2806
 AE2806.Significant digits in the geoid height do not necessarily reflect accuracy.
 AE2806.GEOID18 height accuracy estimate available here.
 AE2806
 AE2806.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWJ138752(NAD 83)
 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
 AE2806.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE2806.See file dsdata.pdf to determine how the superseded data were derived.
 AE2806
 AE2806_MARKER: DD = SURVEY DISK
 AE2806_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 AE2806_STAMPING: 2002 K 1983
 AE2806_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AE2806
 AE2806  HISTORY     - Date     Condition        Report By
 AE2806  HISTORY     - 1983     MONUMENTED       MNDT
 AE2806  HISTORY     - 20000917 MARK NOT FOUND   MNDT
 AE2806
 AE2806                          STATION DESCRIPTION
 AE2806
 AE2806'DESCRIBED BY MN DEPT OF TRANSP 1983 (OCO)
 AE2806'THE MARK IS LOCATED 1.6 MILES EAST ALONG TRUNK HIGHWAY 14 FROM ITS
 AE2806'JUNCTION WITH TRUNK HIGHWAY 56 IN LONSDALE, NEAR THE CENTER OF SECTION
 AE2806'35, T107N, R17W, ON PROPERTY OWNED BY THE GUNDERSON LUMBER COMPANY.
 AE2806'THE MARK IS 131.0 FEET NORTH OF AND ABOUT LEVEL WITH THE CENTERLINE OF
 AE2806'HIGHWAY 14 AT MILEPOINT 193.55, 125.3 FEET NORTHWEST OF A POWER POLE
 AE2806'WITH A TRANSFORMER, 91.2 FEET EAST OF A CHAIN LINK FENCE, 81.0 FEET
 AE2806'NORTH OF A CHAIN LINK FENCE, 9.0 FEET WEST-SOUTHWEST OF THE SOUTHEAST
 AE2806'CORNER OF THE MAIN BUILDING, AND 1.9 FEET SOUTH OF A POLE OF A LEAN ON
 AE2806'THE MAIN BUILDING.  THE MARK, A STANDARD MNDT ALUMINUM ALLOY VERTICAL
 AE2806'CONTROL MARK DISK STAMPED---2002 K 1983---, IS FASTENED TO THE TOP OF
 AE2806'A DRIVEN 5/8 INCH DIAMETER BY 15 FOOT LONG ALUMINUM ALLOY ROD, IS
 AE2806'FLUSH WITH THE GROUND, AND IS MAGNETIC.
 AE2806
 AE2806                          STATION RECOVERY (2000)
 AE2806
 AE2806'RECOVERY NOTE BY MN DEPT OF TRANSP 2000 (WAS)
 AE2806'SEARCHED FOR AND NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 AE2805 ***********************************************************************
 AE2805  DESIGNATION -  2002 L
 AE2805  PID         -  AE2805
 AE2805  STATE/COUNTY-  MN/DODGE
 AE2805  COUNTRY     -  US
 AE2805  USGS QUAD   -  DODGE CENTER (2019)
 AE2805
 AE2805                         *CURRENT SURVEY CONTROL
 AE2805  ______________________________________________________________________
 AE2805* NAD 83(1986) POSITION- 44 01 50.     (N) 092 48 25.     (W)   SCALED
 AE2805* NAVD 88 ORTHO HEIGHT -   395.411 (meters)     1297.28  (feet) ADJUSTED
 AE2805  ______________________________________________________________________
 AE2805  GEOID HEIGHT    -        -29.599 (meters)                     GEOID18
 AE2805  DYNAMIC HEIGHT  -        395.327 (meters)     1297.00  (feet) COMP
 AE2805  MODELED GRAVITY -    980,395.3   (mgal)                       NAVD 88
 AE2805
 AE2805  VERT ORDER      -  SECOND    CLASS I
 AE2805
 AE2805.The horizontal coordinates were scaled from a map and have
 AE2805.an estimated accuracy of +/- 6 seconds.
 AE2805
 AE2805.The orthometric height was determined by differential leveling and
 AE2805.adjusted by the NATIONAL GEODETIC SURVEY
 AE2805.in December 1997.
 AE2805
 AE2805.Significant digits in the geoid height do not necessarily reflect accuracy.
 AE2805.GEOID18 height accuracy estimate available here.
 AE2805
 AE2805.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWJ154752(NAD 83)
 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
 AE2805.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE2805.See file dsdata.pdf to determine how the superseded data were derived.
 AE2805
 AE2805_MARKER: DV = VERTICAL CONTROL DISK
 AE2805_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 AE2805_STAMPING: 2002 L 1983
 AE2805_MARK LOGO: MNDT
 AE2805_PROJECTION: RECESSED 3 CENTIMETERS
 AE2805_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AE2805_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AE2805_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AE2805+SATELLITE: SATELLITE OBSERVATIONS - September 17, 2000
 AE2805_ROD/PIPE-DEPTH: 4.6 meters
 AE2805
 AE2805  HISTORY     - Date     Condition        Report By
 AE2805  HISTORY     - 1983     MONUMENTED       MNDT
 AE2805  HISTORY     - 20000917 GOOD             MNDT
 AE2805
 AE2805                          STATION DESCRIPTION
 AE2805
 AE2805'DESCRIBED BY MN DEPT OF TRANSP 1983 (OCO)
 AE2805'THE MARK IS LOCATED 2.6 MILES EAST ALONG TRUNK HIGHWAY 14 FROM ITS
 AE2805'JUNCTION WITH TRUNK HIGHWAY 56 IN DODGE CENTER, IN A HISTORIC SITE
 AE2805'AREA, NEAR THE CENTER OF SECTION 36, T107N, R17W.  THE MARK IS 98.3
 AE2805'FEET NORTH OF AND ABOUT LEVEL WITH THE CENTERLINE OF HIGHWAY 14 AT
 AE2805'MILEPOINT 194.55, 94.4 FEET EAST-NORTHEAST OF THE SOUTHEAST CORNER OF
 AE2805'A HISTORICAL MARKER, 67.4 FEET NORTHWEST OF A POWER POLE, AND 2.5 FEET
 AE2805'SOUTH-SOUTHWEST OF A STEEL WITNESS POST.  THE MARK, A STANDARD MNDT
 AE2805'ALUMINUM ALLOY VERTICAL CONTROL MARK DISK STAMPED---2002 L 1983---, IS
 AE2805'FASTENED TO THE TOP OF A DRIVEN 5/8 INCH DIAMETER BY 15 FOOT LONG
 AE2805'ALUMINUM ALLOY ROD, FLUSH WITH THE GROUND, AND IS MAGNETIC.
 AE2805
 AE2805                          STATION RECOVERY (2000)
 AE2805
 AE2805'RECOVERY NOTE BY MN DEPT OF TRANSP 2000 (WAS)
 AE2805'THE MARK WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DH7906 ***********************************************************************
 DH7906  DESIGNATION -  2002 M
 DH7906  PID         -  DH7906
 DH7906  STATE/COUNTY-  MN/DODGE
 DH7906  COUNTRY     -  US
 DH7906  USGS QUAD   -  DODGE CENTER (2019)
 DH7906
 DH7906                         *CURRENT SURVEY CONTROL
 DH7906  ______________________________________________________________________
 DH7906* NAD 83(1986) POSITION- 44 01 23.37   (N) 092 50 27.46   (W)   HD_HELD1
 DH7906* NAVD 88 ORTHO HEIGHT -   405.363 (meters)     1329.93  (feet) ADJUSTED
 DH7906  ______________________________________________________________________
 DH7906  GEOID HEIGHT    -        -29.477 (meters)                     GEOID18
 DH7906  DYNAMIC HEIGHT  -        405.279 (meters)     1329.65  (feet) COMP
 DH7906  MODELED GRAVITY -    980,399.0   (mgal)                       NAVD 88
 DH7906
 DH7906  VERT ORDER      -  SECOND    CLASS I
 DH7906
 DH7906.The horizontal coordinates were determined by differentially corrected
 DH7906.hand held GPS observations or other comparable positioning techniques
 DH7906.and have an estimated accuracy of +/- 3 meters.
 DH7906
 DH7906.The orthometric height was determined by differential leveling and
 DH7906.adjusted by the NATIONAL GEODETIC SURVEY
 DH7906.in March 2006.
 DH7906
 DH7906.Significant digits in the geoid height do not necessarily reflect accuracy.
 DH7906.GEOID18 height accuracy estimate available here.
 DH7906
 DH7906.Click photographs - Photos may exist for this station.
 DH7906
 DH7906.The dynamic height is computed by dividing the NAVD 88
 DH7906.geopotential number by the normal gravity value computed on the
 DH7906.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH7906.degrees latitude (g = 980.6199 gals.).
 DH7906
 DH7906.The modeled gravity was interpolated from observed gravity values.
 DH7906
 DH7906;                    North         East    Units  Estimated Accuracy
 DH7906;SPC MN S     -   214,343.9     892,918.8     MT  (+/- 3 meters HH1 GPS) 
 DH7906
 DH7906_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWJ1274574457(NAD 83)
 DH7906
 DH7906                          SUPERSEDED SURVEY CONTROL
 DH7906
 DH7906.No superseded survey control is available for this station.
 DH7906
 DH7906_MARKER: DD = SURVEY DISK
 DH7906_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DH7906_SP_SET: BRIDGE RAILING
 DH7906_STAMPING: 2002 M 2000
 DH7906_MARK LOGO: MNDT
 DH7906_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DH7906_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DH7906_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DH7906+SATELLITE: SATELLITE OBSERVATIONS - April 23, 2013
 DH7906
 DH7906  HISTORY     - Date     Condition        Report By
 DH7906  HISTORY     - 20000401 MONUMENTED       MNDT
 DH7906  HISTORY     - 20000920 GOOD             MNDT
 DH7906  HISTORY     - 20060825 GOOD             MNDT
 DH7906  HISTORY     - 20130423 GOOD             MNDT
 DH7906
 DH7906                          STATION DESCRIPTION
 DH7906
 DH7906'DESCRIBED BY MN DEPT OF TRANSP 2000 (DKH)
 DH7906'THE MARK WAS RECOVERED IN GOOD CONDITION.  THE MARK IS 0.5 MI (0.8 KM)
 DH7906'SE OF DODGE CENTER, IN ABUTMENT IN COR OF CO RD I BRIDGE NO 20013 OVER
 DH7906'TH 14, 1.0 MI (1.6 KM) NE ALONG TH 14 FROM JCT OF TH 14 AND TH 56 (1.0
 DH7906'MI SOUTH OF DODGE CENTER).  DISK WAS SET IN STRUCTURE WHEN BUILT IN
 DH7906'1999 THEN STAMPED WHEN DESCRIBED IN 2000.
 DH7906
 DH7906                          STATION RECOVERY (2006)
 DH7906
 DH7906'RECOVERY NOTE BY MN DEPT OF TRANSP 2006 (MPP)
 DH7906'RECOVERED AS DESCRIBED.
 DH7906
 DH7906                          STATION RECOVERY (2013)
 DH7906
 DH7906'RECOVERY NOTE BY MN DEPT OF TRANSP 2013 (JBG)
 DH7906'0.5 MI (0.8 KM) SOUTHEAST OF DODGE CENTER, IN SOUTHEAST CORNER OF
 DH7906'AIRPORT DRIVE SOUTH BRIDGE NUMBER, 1.0 MI (1.6 KM) EAST-NORTHEAST
 DH7906'ALONG TRUNK HIGHWAY 14  FROM THE JUNCTION OF TRUNK HIGHWAY 14 AND
 DH7906'TRUNK HIGHWAY 56 AND COUNTY ROAD 7 IN DODGE CENTER, 1.0 MI (1.6 KM)
 DH7906'SOUTH OF DODGE CENTER.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DM6810 ***********************************************************************
 DM6810  DESIGNATION -  2002 M 1
 DM6810  PID         -  DM6810
 DM6810  STATE/COUNTY-  MN/DODGE
 DM6810  COUNTRY     -  US
 DM6810  USGS QUAD   -  DODGE CENTER (2019)
 DM6810
 DM6810                         *CURRENT SURVEY CONTROL
 DM6810  ______________________________________________________________________
 DM6810* NAD 83(1986) POSITION- 44 01 34.7    (N) 092 50 20.4    (W)   HD_HELD2
 DM6810* NAVD 88 ORTHO HEIGHT -   396.206 (meters)     1299.89  (feet) ADJUSTED
 DM6810  ______________________________________________________________________
 DM6810  GEOID HEIGHT    -        -29.483 (meters)                     GEOID18
 DM6810  DYNAMIC HEIGHT  -        396.124 (meters)     1299.62  (feet) COMP
 DM6810  MODELED GRAVITY -    980,399.1   (mgal)                       NAVD 88
 DM6810
 DM6810  VERT ORDER      -  SECOND    CLASS I
 DM6810
 DM6810.The horizontal coordinates were established by autonomous hand held GPS
 DM6810.observations and have an estimated accuracy of +/- 10 meters.
 DM6810
 DM6810.The orthometric height was determined by differential leveling and
 DM6810.adjusted by the NATIONAL GEODETIC SURVEY
 DM6810.in June 2011.
 DM6810
 DM6810.No vertical observational check was made to the station.
 DM6810
 DM6810.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM6810.GEOID18 height accuracy estimate available here.
 DM6810
 DM6810.Click photographs - Photos may exist for this station.
 DM6810
 DM6810.The dynamic height is computed by dividing the NAVD 88
 DM6810.geopotential number by the normal gravity value computed on the
 DM6810.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM6810.degrees latitude (g = 980.6199 gals.).
 DM6810
 DM6810.The modeled gravity was interpolated from observed gravity values.
 DM6810
 DM6810;                    North         East    Units  Estimated Accuracy
 DM6810;SPC MN S     -   214,696.      893,071.      MT  (+/- 10 meters HH2 GPS)
 DM6810
 DM6810_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWJ1290274807(NAD 83)
 DM6810
 DM6810                          SUPERSEDED SURVEY CONTROL
 DM6810
 DM6810.No superseded survey control is available for this station.
 DM6810
 DM6810_MARKER: DD = SURVEY DISK
 DM6810_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 DM6810_SP_SET: CONCRETE FOOTING
 DM6810_STAMPING: 2002 M 1 2006
 DM6810_MARK LOGO: MNDT
 DM6810_MAGNETIC: N = NO MAGNETIC MATERIAL
 DM6810_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DM6810+STABILITY: SURFACE MOTION
 DM6810_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DM6810+SATELLITE: SATELLITE OBSERVATIONS - April 23, 2013
 DM6810
 DM6810  HISTORY     - Date     Condition        Report By
 DM6810  HISTORY     - 20060829 MONUMENTED       MNDT
 DM6810  HISTORY     - 20130423 GOOD             MNDT
 DM6810
 DM6810                          STATION DESCRIPTION
 DM6810
 DM6810'DESCRIBED BY MN DEPT OF TRANSP 2006
 DM6810'THE MARK IS IN DODGE CENTER, IN CONCRETE BASE NORTH OF METAL POWER
 DM6810'POLE NUMBER 133 2764 FTK.
 DM6810'
 DM6810'TO REACH THE MARK GO 0.25 MI (0.4 KM) SOUTH ALONG COUNTY ROAD 25 FROM
 DM6810'THE JUNCTION OF COUNTY ROAD 25 AND COUNTY ROAD 34 IN DODGE CENTER.
 DM6810'
 DM6810'IT IS 164.5 FT (50.1 M) SOUTHWEST OF THE SOUTHWEST CORNER OF
 DM6810'MAINTENANCE BUILDING, 38.7 FT (11.8 M) EAST OF COUNTY ROAD 25, 28.8 FT
 DM6810'(8.8 M) SOUTH OF FIRE HYDRANT TOP NUT, 27.1 FT (8.3 M) NORTH OF NORTH
 DM6810'RAIL OF RAILROAD TRACKS.
 DM6810
 DM6810                          STATION RECOVERY (2013)
 DM6810
 DM6810'RECOVERY NOTE BY MN DEPT OF TRANSP 2013 (JBG)
 DM6810'IN DODGE CENTER, 0.25 MI (0.4 KM) SOUTH ALONG COUNTY ROAD 25  FROM THE
 DM6810'JUNCTION OF COUNTY ROAD 25 AND COUNTY ROAD 34 IN DODGE CENTER, 164.5
 DM6810'FT (50.1 M) SOUTHWEST OF THE SOUTHWEST CORNER OF MAINTENANCE BUILDING,
 DM6810'38.7 FT (11.8 M) EAST OF COUNTY ROAD 25, 28.8 FT (8.8 M) SOUTH OF FIRE
 DM6810'HYDRANT TOP NUT, 27.1 FT (8.3 M) NORTH OF NORTH RAIL OF RAILROAD
 DM6810'TRACKS, IN NORTH CONCRETE BASE OF METAL POWER POLE NUMBER 133 2764
 DM6810'FTK.  SURVEY MARK ON RAILROAD PROPERTY AND ABANDONED FOR MNDT GEODETIC
 DM6810'USE.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DP6926 ***********************************************************************
 DP6926  DESIGNATION -  2003 107 GPS
 DP6926  PID         -  DP6926
 DP6926  STATE/COUNTY-  MN/HOUSTON
 DP6926  COUNTRY     -  US
 DP6926  USGS QUAD   -  SPRING GROVE (2019)
 DP6926
 DP6926                         *CURRENT SURVEY CONTROL
 DP6926  ______________________________________________________________________
 DP6926* NAD 83(2011) POSITION- 43 30 02.96051(N) 091 43 48.23172(W)   ADJUSTED
 DP6926* NAD 83(2011) ELLIP HT-   330.766 (meters)        (04/01/15)   ADJUSTED
 DP6926* NAD 83(2011) EPOCH   -  2010.00
 DP6926* NAVD 88 ORTHO HEIGHT -   361.0   (meters)     1184.    (feet) GPS OBS
 DP6926  ______________________________________________________________________
 DP6926  NAVD 88 orthometric height was determined with geoid model    GEOID12A
 DP6926  GEOID HEIGHT    -        -30.216 (meters)                     GEOID12A
 DP6926  GEOID HEIGHT    -        -30.213 (meters)                     GEOID18
 DP6926  NAD 83(2011) X  -   -139,905.943 (meters)                     COMP
 DP6926  NAD 83(2011) Y  - -4,631,956.952 (meters)                     COMP
 DP6926  NAD 83(2011) Z  -  4,368,255.727 (meters)                     COMP
 DP6926  LAPLACE CORR    -         -3.41  (seconds)                    DEFLEC18
 DP6926
 DP6926  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DP6926  Standards:
 DP6926         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DP6926            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DP6926  -------------------------------------------------------------------
 DP6926  NETWORK    0.77   0.73           0.33   0.28   0.37      0.37909551
 DP6926  -------------------------------------------------------------------
 DP6926  Click here for local accuracies and other accuracy information.
 DP6926
 DP6926.The horizontal coordinates were established by GPS observations
 DP6926.and adjusted by the MN DEPT OF TRANSP in April 2015.
 DP6926
 DP6926.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DP6926.been affixed to the stable North American tectonic plate. See 
 DP6926.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DP6926
 DP6926.The horizontal coordinates are valid at the epoch date displayed above
 DP6926.which is a decimal equivalence of Year/Month/Day.
 DP6926
 DP6926.The orthometric height was determined by GPS observations and a
 DP6926.high-resolution geoid model.
 DP6926
 DP6926.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP6926.GEOID18 height accuracy estimate available here.
 DP6926
 DP6926.Click photographs - Photos may exist for this station.
 DP6926
 DP6926.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DP6926
 DP6926.The Laplace correction was computed from DEFLEC18 derived deflections.
 DP6926
 DP6926.The ellipsoidal height was determined by GPS observations
 DP6926.and is referenced to NAD 83.
 DP6926
 DP6926. The following values were computed from the NAD 83(2011) position.
 DP6926
 DP6926;                    North         East     Units Scale Factor Converg.
 DP6926;SPC MN S     -   158,198.128   983,572.199   MT  1.00007317   +1 35 27.8
 DP6926;SPC MN S     -   519,021.69  3,226,936.46   sFT  1.00007317   +1 35 27.8
 DP6926;UTM  15      - 4,817,215.982   602,666.154   MT  0.99972965   +0 52 27.3
 DP6926
 DP6926!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DP6926!SPC MN S     -   0.99994813  x   1.00007317  =   1.00002130
 DP6926!UTM  15      -   0.99994813  x   0.99972965  =   0.99967780
 DP6926
 DP6926_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXJ0266617215(NAD 83)
 DP6926
 DP6926                          SUPERSEDED SURVEY CONTROL
 DP6926
 DP6926.No superseded survey control is available for this station.
 DP6926
 DP6926_MARKER: DD = SURVEY DISK
 DP6926_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 DP6926+WITH SETTING: INFORMATION.
 DP6926_STAMPING: GPS CONTROL PT 2003 107
 DP6926_MARK LOGO: IA-191
 DP6926_PROJECTION: RECESSED 8 CENTIMETERS
 DP6926_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DP6926_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DP6926_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP6926+SATELLITE: SATELLITE OBSERVATIONS - July 24, 2024
 DP6926_ROD/PIPE-DEPTH: 0.3 meters
 DP6926
 DP6926  HISTORY     - Date     Condition        Report By
 DP6926  HISTORY     - 20030401 MONUMENTED       IA-191
 DP6926  HISTORY     - 20240724 GOOD             MNDT
 DP6926
 DP6926                          STATION DESCRIPTION
 DP6926
 DP6926'DESCRIBED BY WINNESHIEK COUNTY IOWA 2003 (UNK)
 DP6926'2.0 MILES SOUTHEAST OF MABEL, 1.0 MILE EAST ALONG TRUNK HIGHWAY 44
 DP6926'FROM JUNCTION OF TRUNK HIGHWAY 44 AND TRUNK HIGHWAY 43 IN MABEL TO
 DP6926'TRUNK HIGHWAY 44 MILE POINT 36.4, THEN 1.0 MILE EAST ON 116TH AVENUE,
 DP6926'THEN 1.5 MILE SOUTH ON STATELINE ROAD, 90.0 FEET EAST OF TOWNSHIP LINE
 DP6926'ROAD, 18.0 FEET NORTH OF STATELINE ROAD, 2.3 FEET SOUTH OF WITNESS
 DP6926'POST.  ROD DEPTH UNKNOWN.
 DP6926
 DP6926                          STATION RECOVERY (2024)
 DP6926
 DP6926'RECOVERY NOTE BY MN DEPT OF TRANSP 2024 (KMS)
 DP6926'2.0 MI (3.2 KM) SOUTHEAST OF MABEL, 1.0 MI (1.6 KM) EAST ALONG TRUNK
 DP6926'HIGHWAY 44 FROM THE JUNCTION OF TRUNK HIGHWAY 44 AND TRUNK HIGHWAY 43
 DP6926'IN MABEL TO TRUNK HIGHWAY 44 MILE POINT 36.4, THEN 1.0 MI (1.6 KM)
 DP6926'EAST ON 116TH AVENUE, THEN 1.5 MI (2.4 KM) SOUTH ON STATE LINE ROAD,
 DP6926'90.0 FT (27.4 M) EAST OF A STATE LINE ROAD, 18.0 FT (5.5 M) NORTH OF A
 DP6926'STATE LINE ROAD, 2.3 FT (0.7 M) SOUTH OF A WITNESS POST.  THE ROD
 DP6926'DEPTH UNKNOWN.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DP6267 ***********************************************************************
 DP6267  DESIGNATION -  2003 A RESET
 DP6267  PID         -  DP6267
 DP6267  STATE/COUNTY-  MN/DODGE
 DP6267  COUNTRY     -  US
 DP6267  USGS QUAD   -  BLOOMING PRAIRIE (2019)
 DP6267
 DP6267                         *CURRENT SURVEY CONTROL
 DP6267  ______________________________________________________________________
 DP6267* NAD 83(2011) POSITION- 43 52 12.29777(N) 093 02 43.49535(W)   ADJUSTED
 DP6267* NAD 83(2011) ELLIP HT-   363.061 (meters)        (02/22/24)   ADJUSTED
 DP6267* NAD 83(2011) EPOCH   -  2010.00
 DP6267* NAVD 88 ORTHO HEIGHT -   391.853 (meters)     1285.60  (feet) ADJUSTED
 DP6267  ______________________________________________________________________
 DP6267  GEOID HEIGHT    -        -28.803 (meters)                     GEOID18
 DP6267  NAD 83(2011) X  -   -244,692.194 (meters)                     COMP
 DP6267  NAD 83(2011) Y  - -4,599,249.332 (meters)                     COMP
 DP6267  NAD 83(2011) Z  -  4,397,948.023 (meters)                     COMP
 DP6267  LAPLACE CORR    -         -5.69  (seconds)                    DEFLEC18
 DP6267  DYNAMIC HEIGHT  -        391.783 (meters)     1285.37  (feet) COMP
 DP6267  MODELED GRAVITY -    980,428.7   (mgal)                       NAVD 88
 DP6267
 DP6267  VERT ORDER      -  SECOND    CLASS I
 DP6267
 DP6267  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DP6267  Standards:
 DP6267         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DP6267            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DP6267  -------------------------------------------------------------------
 DP6267  NETWORK    0.71   1.53           0.31   0.26   0.78     -0.23278574
 DP6267  -------------------------------------------------------------------
 DP6267  Click here for local accuracies and other accuracy information.
 DP6267
 DP6267.The horizontal coordinates were established by GPS observations
 DP6267.and adjusted by the MN DEPT OF TRANSP in February 2024.
 DP6267
 DP6267.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DP6267.been affixed to the stable North American tectonic plate. See 
 DP6267.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DP6267
 DP6267.The horizontal coordinates are valid at the epoch date displayed above
 DP6267.which is a decimal equivalence of Year/Month/Day.
 DP6267
 DP6267.The orthometric height was determined by differential leveling and
 DP6267.adjusted by the NATIONAL GEODETIC SURVEY
 DP6267.in June 2015.
 DP6267
 DP6267.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP6267.GEOID18 height accuracy estimate available here.
 DP6267
 DP6267.Click photographs - Photos may exist for this station.
 DP6267
 DP6267.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DP6267
 DP6267.The Laplace correction was computed from DEFLEC18 derived deflections.
 DP6267
 DP6267.The ellipsoidal height was determined by GPS observations
 DP6267.and is referenced to NAD 83.
 DP6267
 DP6267.The dynamic height is computed by dividing the NAVD 88
 DP6267.geopotential number by the normal gravity value computed on the
 DP6267.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP6267.degrees latitude (g = 980.6199 gals.).
 DP6267
 DP6267.The modeled gravity was interpolated from observed gravity values.
 DP6267
 DP6267. The following values were computed from the NAD 83(2011) position.
 DP6267
 DP6267;                    North         East     Units Scale Factor Converg.
 DP6267;SPC MN S     -   197,125.222   876,727.368   MT  0.99998233   +0 40 08.7
 DP6267;SPC MN S     -   646,735.00  2,876,396.37   sFT  0.99998233   +0 40 08.7
 DP6267;UTM  15      - 4,857,444.381   496,350.927   MT  0.99960016   -0 01 53.3
 DP6267
 DP6267!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DP6267!SPC MN S     -   0.99994307  x   0.99998233  =   0.99992540
 DP6267!UTM  15      -   0.99994307  x   0.99960016  =   0.99954326
 DP6267
 DP6267_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVJ9635057444(NAD 83)
 DP6267
 DP6267                          SUPERSEDED SURVEY CONTROL
 DP6267
 DP6267.No superseded survey control is available for this station.
 DP6267
 DP6267_MARKER: I = METAL ROD
 DP6267_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DP6267_STAMPING: 2003 A RESET 2013
 DP6267_MARK LOGO: MNDT
 DP6267_PROJECTION: RECESSED 10 CENTIMETERS
 DP6267_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DP6267_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DP6267_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP6267+SATELLITE: SATELLITE OBSERVATIONS - July 12, 2023
 DP6267_ROD/PIPE-DEPTH: 10.7 meters
 DP6267
 DP6267  HISTORY     - Date     Condition        Report By
 DP6267  HISTORY     - 20130530 MONUMENTED       MNDT
 DP6267  HISTORY     - 20130718 GOOD             MNDT
 DP6267  HISTORY     - 20230712 GOOD             MNDT
 DP6267
 DP6267                          STATION DESCRIPTION
 DP6267
 DP6267'DESCRIBED BY MN DEPT OF TRANSP 2013
 DP6267'THE STATION IS LOCATED ABOUT 9.1 MI (14.6 KM) WEST-NORTHWEST OF
 DP6267'WALTHAM, 5.7 MI (9.2 KM) SOUTH-SOUTHEAST OF BIXBY AND IN THE TOWN OF
 DP6267'BLOOMING PRAIRIE, MN.
 DP6267'
 DP6267'0.5 MILE EAST OF BLOOMING PRAIRIE, 0.3 MI (0.5 KM) EAST ALONG TRUNK
 DP6267'HIGHWAY 30 FROM SOUTH JUNCTION OF TRUNK HIGHWAY 30 AND TRUNK HIGHWAY
 DP6267'218 INCH (554 CM) BLOOMING PRAIRIE, AT TRUNK HIGHWAY 30 MILE POINT
 DP6267'191.50.
 DP6267'
 DP6267'IT IS 74.2 FT (22.6 M) SOUTH OF TRUNK HIGHWAY 30, 30.8 FT (9.4 M) WEST
 DP6267'OF THE NORTHWEST CORNER OF CHAIN LINK FENCE, 1.2 FT (0.4 M) NORTH OF A
 DP6267'WITNESS POST.
 DP6267'
 DP6267'THE STATION STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM
 DP6267'ROD DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION REMOVABLE
 DP6267'DISK SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH
 DP6267'PVC PIPE BACK FILLED WITH WASHED SAND.
 DP6267
 DP6267                          STATION RECOVERY (2013)
 DP6267
 DP6267'RECOVERY NOTE BY MN DEPT OF TRANSP 2013 (KMS)
 DP6267'THE STATION IS LOCATED ABOUT 9.1 MI (14.6 KM) WEST-NORTHWEST OF
 DP6267'WALTHAM, 5.7 MI (9.2 KM) SOUTH-SOUTHEAST OF BIXBY AND IN THE TOWN OF
 DP6267'BLOOMING PRAIRIE, MN.
 DP6267'
 DP6267'TO REACH THE MARK GO 0.3 MI (0.5 KM) EAST ALONG TRUNK HIGHWAY 30 FROM
 DP6267'SOUTH JUNCTION OF TRUNK HIGHWAY 30 AND TRUNK HIGHWAY 218 IN BLOOMING
 DP6267'PRAIRIE, AT TRUNK HIGHWAY 30 MILE POINT 191.50.
 DP6267'
 DP6267'THE MARK IS LOCATED 74.2 FT (22.6 M) SOUTH OF TRUNK HIGHWAY 30, 30.8
 DP6267'FT (9.4 M) WEST OF THE NORTHWEST CORNER OF CHAIN LINK FENCE, 1.2 FT
 DP6267'(0.4 M) NORTH OF A WITNESS POST.
 DP6267'
 DP6267'NOTE - THE STATION MARK CONSISTS OF A 3/4 INCH (19 MM) DIAMETER
 DP6267'ALUMINUM ROD DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL MARK
 DP6267'REMOVABLE DISK SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY
 DP6267'A SIX-INCH PVC PIPE BACKFILLED WITH WASHED SAND.
 DP6267
 DP6267                          STATION RECOVERY (2023)
 DP6267
 DP6267'RECOVERY NOTE BY MN DEPT OF TRANSP 2023 (BXG)
 DP6267'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DP6293 ***********************************************************************
 DP6293  DESIGNATION -  2003 B RESET
 DP6293  PID         -  DP6293
 DP6293  STATE/COUNTY-  MN/DODGE
 DP6293  COUNTRY     -  US
 DP6293  USGS QUAD   -  BLOOMING PRAIRIE (2019)
 DP6293
 DP6293                         *CURRENT SURVEY CONTROL
 DP6293  ______________________________________________________________________
 DP6293* NAD 83(1986) POSITION- 43 52 13.59   (N) 093 01 32.81   (W)   HD_HELD1
 DP6293* NAVD 88 ORTHO HEIGHT -   388.666 (meters)     1275.15  (feet) ADJUSTED
 DP6293  ______________________________________________________________________
 DP6293  GEOID HEIGHT    -        -28.854 (meters)                     GEOID18
 DP6293  DYNAMIC HEIGHT  -        388.595 (meters)     1274.92  (feet) COMP
 DP6293  MODELED GRAVITY -    980,425.4   (mgal)                       NAVD 88
 DP6293
 DP6293  VERT ORDER      -  SECOND    CLASS I
 DP6293
 DP6293.The horizontal coordinates were determined by differentially corrected
 DP6293.hand held GPS observations or other comparable positioning techniques
 DP6293.and have an estimated accuracy of +/- 3 meters.
 DP6293
 DP6293.The orthometric height was determined by differential leveling and
 DP6293.adjusted by the NATIONAL GEODETIC SURVEY
 DP6293.in June 2015.
 DP6293
 DP6293.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP6293.GEOID18 height accuracy estimate available here.
 DP6293
 DP6293.Click photographs - Photos may exist for this station.
 DP6293
 DP6293.The dynamic height is computed by dividing the NAVD 88
 DP6293.geopotential number by the normal gravity value computed on the
 DP6293.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP6293.degrees latitude (g = 980.6199 gals.).
 DP6293
 DP6293.The modeled gravity was interpolated from observed gravity values.
 DP6293
 DP6293;                    North         East    Units  Estimated Accuracy
 DP6293;SPC MN S     -   197,183.7     878,305.0     MT  (+/- 3 meters HH1 GPS) 
 DP6293
 DP6293_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVJ9792857483(NAD 83)
 DP6293
 DP6293                          SUPERSEDED SURVEY CONTROL
 DP6293
 DP6293.No superseded survey control is available for this station.
 DP6293
 DP6293_MARKER: I = METAL ROD
 DP6293_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DP6293_STAMPING: 2003 B RESET 2013
 DP6293_MARK LOGO: MNDT
 DP6293_PROJECTION: RECESSED 5 CENTIMETERS
 DP6293_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DP6293_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DP6293_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP6293+SATELLITE: SATELLITE OBSERVATIONS - April 25, 2023
 DP6293_ROD/PIPE-DEPTH: 3.1 meters
 DP6293
 DP6293  HISTORY     - Date     Condition        Report By
 DP6293  HISTORY     - 20130530 MONUMENTED       MNDT
 DP6293  HISTORY     - 20210413 GOOD             MNDT
 DP6293  HISTORY     - 20230425 GOOD             MNDT
 DP6293
 DP6293                          STATION DESCRIPTION
 DP6293
 DP6293'DESCRIBED BY MN DEPT OF TRANSP 2013
 DP6293'THE STATION IS LOCATED ABOUT 8.2 MI (13.2 KM) WEST-NORTHWEST OF
 DP6293'WALTHAM, 6.2 MI (10.0 KM) SOUTHEAST OF BIXBY AND 1.3 MI (2.1 KM)
 DP6293'EAST-NORTHEAST OF BLOOMING PRAIRIE.
 DP6293'
 DP6293'TO REACH THE MARK GO 1.3 MI (2.1 KM) EAST ALONG TRUNK HIGHWAY 30 FROM
 DP6293'THE SOUTH JUNCTION OF TRUNK HIGHWAY 30 AND TRUNK HIGHWAY 218 IN
 DP6293'BLOOMING PRAIRIE, AT TRUNK HIGHWAY 30 MILE POINT 192.75.
 DP6293'
 DP6293'THE MARK IS LOCATED 126 FT (38.4 M) WEST OF 110 AVENUE, 75 FT (22.9 M)
 DP6293'NORTH OF TRUNK HIGHWAY 30, 14 FT (4.3 M) EAST-SOUTHEAST OF
 DP6293'RIGHT-OF-WAY POST, 0.7 FT (21 CM) SOUTH OF A WITNESS POST.
 DP6293'
 DP6293'NOTE - THE STATION MARK CONSISTS OF A 3/4 INCH (19 MM) DIAMETER
 DP6293'ALUMINUM ROD DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL MARK
 DP6293'REMOVABLE DISK SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY
 DP6293'A SIX-INCH PVC PIPE BACKFILLED WITH WASHED SAND.
 DP6293
 DP6293                          STATION RECOVERY (2021)
 DP6293
 DP6293'RECOVERY NOTE BY MN DEPT OF TRANSP 2021 (KMS)
 DP6293'1.5 MI (2.4 KM) EAST OF BLOOMING PRAIRIE, 1.3 MI (2.1 KM) EAST ALONG
 DP6293'TRUNK HIGHWAY 30 FROM THE SOUTH JUNCTION OF TRUNK HIGHWAY 30 AND TRUNK
 DP6293'HIGHWAY 218 IN BLOOMING PRAIRIE, AT TRUNK HIGHWAY 30 MILE POINT
 DP6293'192.75, 126.0 FT (38.4 M) WEST OF 110TH AVENUE, 75.0 FT (22.9 M) NORTH
 DP6293'OF TRUNK HIGHWAY 30, 14.0 FT (4.3 M) EAST-SOUTHEAST OF A RIGHT-OF-WAY
 DP6293'POST, 1.0 FT (0.3 M) SOUTH OF A WITNESS POST.
 DP6293
 DP6293                          STATION RECOVERY (2023)
 DP6293
 DP6293'RECOVERY NOTE BY MN DEPT OF TRANSP 2023 (KMS)
 DP6293'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DK7048 ***********************************************************************
 DK7048  DESIGNATION -  2003 C
 DK7048  PID         -  DK7048
 DK7048  STATE/COUNTY-  MN/DODGE
 DK7048  COUNTRY     -  US
 DK7048  USGS QUAD   -  BLOOMING PRAIRIE (2019)
 DK7048
 DK7048                         *CURRENT SURVEY CONTROL
 DK7048  ______________________________________________________________________
 DK7048* NAD 83(1986) POSITION- 43 52 13.00   (N) 093 00 53.01   (W)   HD_HELD1
 DK7048* NAVD 88 ORTHO HEIGHT -   381.356 (meters)     1251.17  (feet) ADJUSTED
 DK7048  ______________________________________________________________________
 DK7048  GEOID HEIGHT    -        -28.887 (meters)                     GEOID18
 DK7048  DYNAMIC HEIGHT  -        381.286 (meters)     1250.94  (feet) COMP
 DK7048  MODELED GRAVITY -    980,423.2   (mgal)                       NAVD 88
 DK7048
 DK7048  VERT ORDER      -  SECOND    CLASS I
 DK7048
 DK7048.The horizontal coordinates were determined by differentially corrected
 DK7048.hand held GPS observations or other comparable positioning techniques
 DK7048.and have an estimated accuracy of +/- 3 meters.
 DK7048
 DK7048.The orthometric height was determined by differential leveling and
 DK7048.adjusted by the NATIONAL GEODETIC SURVEY
 DK7048.in February 2009.
 DK7048
 DK7048.Significant digits in the geoid height do not necessarily reflect accuracy.
 DK7048.GEOID18 height accuracy estimate available here.
 DK7048
 DK7048.Click photographs - Photos may exist for this station.
 DK7048
 DK7048.The dynamic height is computed by dividing the NAVD 88
 DK7048.geopotential number by the normal gravity value computed on the
 DK7048.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK7048.degrees latitude (g = 980.6199 gals.).
 DK7048
 DK7048.The modeled gravity was interpolated from observed gravity values.
 DK7048
 DK7048;                    North         East    Units  Estimated Accuracy
 DK7048;SPC MN S     -   197,176.2     879,193.8     MT  (+/- 3 meters HH1 GPS) 
 DK7048
 DK7048_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVJ9881657465(NAD 83)
 DK7048
 DK7048                          SUPERSEDED SURVEY CONTROL
 DK7048
 DK7048.No superseded survey control is available for this station.
 DK7048
 DK7048_MARKER: DB = BENCH MARK DISK
 DK7048_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 DK7048_SP_SET: BOX CULVERT
 DK7048_STAMPING: 2003 C 1981
 DK7048_MARK LOGO: MNHD
 DK7048_MAGNETIC: N = NO MAGNETIC MATERIAL
 DK7048_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DK7048+STABILITY: SURFACE MOTION
 DK7048_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DK7048+SATELLITE: SATELLITE OBSERVATIONS - June 05, 2013
 DK7048
 DK7048  HISTORY     - Date     Condition        Report By
 DK7048  HISTORY     - 19810401 MONUMENTED       MNHD
 DK7048  HISTORY     - 20051215 GOOD             MNDT
 DK7048  HISTORY     - 20130605 GOOD             MNDT
 DK7048
 DK7048                          STATION DESCRIPTION
 DK7048
 DK7048'DESCRIBED BY MN DEPT OF TRANSP 2005 (MPP)
 DK7048'THE MARK IS LOCATED ABOUT 7.6 MI (12.2 KM) WEST-NORTHWEST OF WALTHAM,
 DK7048'6.6 MI (10.6 KM) SOUTHEAST OF BIXBY AND 1.8 MI (2.9 KM) EAST OF
 DK7048'BLOOMING PRAIRIE.
 DK7048'
 DK7048'FROM THE SOUTH JUNCTION OF TRUNK HIGHWAY 218 AND TRUNK HIGHWAY 30 GO
 DK7048'1.85 MI (3.0 KM) EAST ALONG TRUNK HIGHWAY 30 TO MILE POINT 193.50
 DK7048'WHERE THE WEST FORK OF THE CEDAR RIVER IS SPANNED BY BRIDGE NUMBER
 DK7048'8651.
 DK7048'
 DK7048'THE MARK IS 24.0 FT (7.3 M) SOUTH OF TRUNK HIGHWAY 30 IN THE SOUTHWEST
 DK7048'CORNER OF A BOX CULVERT.
 DK7048
 DK7048                          STATION RECOVERY (2013)
 DK7048
 DK7048'RECOVERY NOTE BY MN DEPT OF TRANSP 2013 (KMS)
 DK7048'THE STATION IS LOCATED ABOUT 7.7 MI (12.4 KM) WEST-NORTHWEST OF
 DK7048'WALTHAM, 6.6 MI (10.6 KM) SOUTHEAST OF BIXBY AND 1.8 MI (2.9 KM) EAST
 DK7048'OF BLOOMING PRAIRIE.
 DK7048'
 DK7048'TO REACH THE MARK IN BOX CULVERT IN SOUTHWEST CORNER OF TRUNK HIGHWAY
 DK7048'30 BRIDGE NUMBER 8651 OVER WEST FORK CEDAR RIVER, 1.85 MI (3.0 KM)
 DK7048'EAST ALONG TRUNK HIGHWAY 30 FROM SOUTH JUNCTION OF TRUNK HIGHWAY 30
 DK7048'AND TRUNK HIGHWAY 218 IN BLOOMING PRAIRIE, AT TRUNK HIGHWAY 30 MILE
 DK7048'POINT 193.50.
 DK7048'
 DK7048'THE MARK IS LOCATED 24.0 FT (7.3 M) SOUTH OF TRUNK HIGHWAY 30.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DK6970 ***********************************************************************
 DK6970  DESIGNATION -  2003 D
 DK6970  PID         -  DK6970
 DK6970  STATE/COUNTY-  MN/DODGE
 DK6970  COUNTRY     -  US
 DK6970  USGS QUAD   -  BIXBY (2019)
 DK6970
 DK6970                         *CURRENT SURVEY CONTROL
 DK6970  ______________________________________________________________________
 DK6970* NAD 83(1986) POSITION- 43 52 39.02   (N) 093 00 19.59   (W)   HD_HELD1
 DK6970* NAVD 88 ORTHO HEIGHT -   382.729 (meters)     1255.67  (feet) ADJUSTED
 DK6970  ______________________________________________________________________
 DK6970  GEOID HEIGHT    -        -28.914 (meters)                     GEOID18
 DK6970  DYNAMIC HEIGHT  -        382.658 (meters)     1255.44  (feet) COMP
 DK6970  MODELED GRAVITY -    980,421.6   (mgal)                       NAVD 88
 DK6970
 DK6970  VERT ORDER      -  SECOND    CLASS I
 DK6970
 DK6970.The horizontal coordinates were determined by differentially corrected
 DK6970.hand held GPS observations or other comparable positioning techniques
 DK6970.and have an estimated accuracy of +/- 3 meters.
 DK6970
 DK6970.The orthometric height was determined by differential leveling and
 DK6970.adjusted by the NATIONAL GEODETIC SURVEY
 DK6970.in February 2009.
 DK6970
 DK6970.Significant digits in the geoid height do not necessarily reflect accuracy.
 DK6970.GEOID18 height accuracy estimate available here.
 DK6970
 DK6970.Click photographs - Photos may exist for this station.
 DK6970
 DK6970.The dynamic height is computed by dividing the NAVD 88
 DK6970.geopotential number by the normal gravity value computed on the
 DK6970.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK6970.degrees latitude (g = 980.6199 gals.).
 DK6970
 DK6970.The modeled gravity was interpolated from observed gravity values.
 DK6970
 DK6970;                    North         East    Units  Estimated Accuracy
 DK6970;SPC MN S     -   197,988.2     879,930.2     MT  (+/- 3 meters HH1 GPS) 
 DK6970
 DK6970_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVJ9956258267(NAD 83)
 DK6970
 DK6970                          SUPERSEDED SURVEY CONTROL
 DK6970
 DK6970.No superseded survey control is available for this station.
 DK6970
 DK6970_MARKER: DD = SURVEY DISK
 DK6970_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DK6970_STAMPING: 2003 D 2005
 DK6970_MARK LOGO: MNDT
 DK6970_PROJECTION: FLUSH
 DK6970_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DK6970_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DK6970_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DK6970+SATELLITE: SATELLITE OBSERVATIONS - June 05, 2013
 DK6970_ROD/PIPE-DEPTH: 13.7 meters
 DK6970
 DK6970  HISTORY     - Date     Condition        Report By
 DK6970  HISTORY     - 20051228 MONUMENTED       MNDT
 DK6970  HISTORY     - 20130605 GOOD             MNDT
 DK6970
 DK6970                          STATION DESCRIPTION
 DK6970
 DK6970'DESCRIBED BY MN DEPT OF TRANSP 2005
 DK6970'THE MARK IS LOCATED ABOUT 7.5 MI (12.1 KM) WEST-NORTHWEST OF WALTHAM,
 DK6970'6.5 MI (10.5 KM) SOUTHEAST OF BIXBY AND 2.4 MI (3.9 KM) EAST-NORTHEAST
 DK6970'OF BLOOMING PRAIRIE.
 DK6970'
 DK6970'FROM THE SOUTH JUNCTION OF TRUNK HIGHWAY 30 AND TRUNK HIGHWAY 218 IN
 DK6970'BLOOMING PRAIRIE GO 2.70 MI (4.3 KM) EAST AND NORTH ALONG TRUNK
 DK6970'HIGHWAY 30 TO MILE POINT 194.25.
 DK6970'
 DK6970'THE MARK IS 67.5 FT (20.6 M) WEST OF TRUNK HIGHWAY 30, 18.8 FT (5.7 M)
 DK6970'NORTH OF DRIVEWAY NUMBER 74001, 1.0 MI (1.6 KM) SOUTH OF ITS WITNESS
 DK6970'POST.  THE MARK IS SET WITH A 3 FT (0.9 M) 3D STABILIZING FIN-SLEEVE
 DK6970'SURROUNDED BY A SIX INCH PVC PIPE BACKFILLED WITH WASHED SAND.
 DK6970
 DK6970                          STATION RECOVERY (2013)
 DK6970
 DK6970'RECOVERY NOTE BY MN DEPT OF TRANSP 2013 (KMS)
 DK6970'THE STATION IS LOCATED ABOUT 7.5 MI (12.1 KM) WEST-NORTHWEST OF
 DK6970'WALTHAM, 6.5 MI (10.5 KM) SOUTHEAST OF BIXBY AND 2.4 MI (3.9 KM)
 DK6970'EAST-NORTHEAST OF BLOOMING PRAIRIE.
 DK6970'
 DK6970'TO REACH THE MARK GO 2.7 MI (4.3 KM) EAST AND NORTH ALONG TRUNK
 DK6970'HIGHWAY 30 FROM THE SOUTH JUNCTION OF TRUNK HIGHWAY 30 AND TRUNK
 DK6970'HIGHWAY 218 IN BLOOMING PRAIRIE, AT TRUNK HIGHWAY 30 MILE POINT
 DK6970'194.25.
 DK6970'
 DK6970'THE MARK IS LOCATED 67.5 FT (20.6 M) WEST OF TRUNK HIGHWAY 30, 18.8 FT
 DK6970'(5.7 M) NORTH OF DRIVEWAY NUMBER 74001, 1.0 FT (0.3 M) EAST OF A
 DK6970'WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DK7066 ***********************************************************************
 DK7066  DESIGNATION -  2003 E
 DK7066  PID         -  DK7066
 DK7066  STATE/COUNTY-  MN/DODGE
 DK7066  COUNTRY     -  US
 DK7066  USGS QUAD   -  BIXBY (2019)
 DK7066
 DK7066                         *CURRENT SURVEY CONTROL
 DK7066  ______________________________________________________________________
 DK7066* NAD 83(1986) POSITION- 43 53 30.50   (N) 093 00 16.03   (W)   HD_HELD1
 DK7066* NAVD 88 ORTHO HEIGHT -   389.633 (meters)     1278.32  (feet) ADJUSTED
 DK7066  ______________________________________________________________________
 DK7066  GEOID HEIGHT    -        -28.913 (meters)                     GEOID18
 DK7066  DYNAMIC HEIGHT  -        389.561 (meters)     1278.08  (feet) COMP
 DK7066  MODELED GRAVITY -    980,422.3   (mgal)                       NAVD 88
 DK7066
 DK7066  VERT ORDER      -  SECOND    CLASS I
 DK7066
 DK7066.The horizontal coordinates were determined by differentially corrected
 DK7066.hand held GPS observations or other comparable positioning techniques
 DK7066.and have an estimated accuracy of +/- 3 meters.
 DK7066
 DK7066.The orthometric height was determined by differential leveling and
 DK7066.adjusted by the NATIONAL GEODETIC SURVEY
 DK7066.in February 2009.
 DK7066
 DK7066.Significant digits in the geoid height do not necessarily reflect accuracy.
 DK7066.GEOID18 height accuracy estimate available here.
 DK7066
 DK7066.Click photographs - Photos may exist for this station.
 DK7066
 DK7066.The dynamic height is computed by dividing the NAVD 88
 DK7066.geopotential number by the normal gravity value computed on the
 DK7066.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK7066.degrees latitude (g = 980.6199 gals.).
 DK7066
 DK7066.The modeled gravity was interpolated from observed gravity values.
 DK7066
 DK7066;                    North         East    Units  Estimated Accuracy
 DK7066;SPC MN S     -   199,577.9     879,990.3     MT  (+/- 3 meters HH1 GPS) 
 DK7066
 DK7066_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVJ9964259856(NAD 83)
 DK7066
 DK7066                          SUPERSEDED SURVEY CONTROL
 DK7066
 DK7066.No superseded survey control is available for this station.
 DK7066
 DK7066_MARKER: DV = VERTICAL CONTROL DISK
 DK7066_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DK7066_STAMPING: 2003 E FEB 1981
 DK7066_MARK LOGO: MNDT
 DK7066_PROJECTION: FLUSH
 DK7066_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DK7066_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DK7066_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DK7066+SATELLITE: SATELLITE OBSERVATIONS - June 05, 2013
 DK7066_ROD/PIPE-DEPTH: 3.0 meters
 DK7066
 DK7066  HISTORY     - Date     Condition        Report By
 DK7066  HISTORY     - 19810401 MONUMENTED       MNDT
 DK7066  HISTORY     - 20051215 GOOD             MNDT
 DK7066  HISTORY     - 20130605 GOOD             MNDT
 DK7066
 DK7066                          STATION DESCRIPTION
 DK7066
 DK7066'DESCRIBED BY MN DEPT OF TRANSP 2005 (MPP)
 DK7066'THE MARK IS LOCATED ABOUT 7.8 MI (12.6 KM) WEST OF HAYFIELD, 5.9 MI
 DK7066'(9.5 KM) SOUTHEAST OF BIXBY AND 2.9 MI (4.7 KM) NORTHEAST OF BLOOMING
 DK7066'PRAIRIE.
 DK7066'
 DK7066'FROM THE SOUTH JUNCTION OF TRUNK HIGHWAY 30 AND TRUNK HIGHWAY 218 IN
 DK7066'BLOOMING PRAIRIE GO 3.80 MI (6.1 KM) EAST AND NORTH ALONG TRUNK
 DK7066'HIGHWAY 30 TO MILE POINT 195.25.
 DK7066'
 DK7066'THE MARK IS 75 FT (22.9 M) NORTHWEST OF TRUNK HIGHWAY 30, 2.0 FT (0.6
 DK7066'M) SOUTHWEST OF THE RIGHT-OF-WAY POST, 0.5 FT (0.2 M) SOUTHEAST OF ITS
 DK7066'WITNESS POST.
 DK7066
 DK7066                          STATION RECOVERY (2013)
 DK7066
 DK7066'RECOVERY NOTE BY MN DEPT OF TRANSP 2013 (KMS)
 DK7066'2.5 MI (4.0 KM) NORTHEAST OF BLOOMING PRAIRIE, 3.80 MI (6.1 KM) EAST
 DK7066'AND NORTH ALONG TRUNK HIGHWAY 30 FROM THE SOUTH JUNCTION OF TRUNK
 DK7066'HIGHWAY 30 AND TRUNK HIGHWAY 218 IN BLOOMING PRAIRIE, AT TRUNK HIGHWAY
 DK7066'30 MILE POINT 195.25, 75 FT (22.9 M) NORTHWEST OF TRUNK HIGHWAY 30,
 DK7066'2.0 FT (0.6 M) SOUTHWEST OF RIGHT-OF-WAY POST, 0.5 FT (15 CM)
 DK7066'SOUTHEAST OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DK7049 ***********************************************************************
 DK7049  DESIGNATION -  2003 F
 DK7049  PID         -  DK7049
 DK7049  STATE/COUNTY-  MN/DODGE
 DK7049  COUNTRY     -  US
 DK7049  USGS QUAD   -  HAYFIELD NW (2019)
 DK7049
 DK7049                         *CURRENT SURVEY CONTROL
 DK7049  ______________________________________________________________________
 DK7049* NAD 83(1986) POSITION- 43 53 31.11   (N) 092 59 24.59   (W)   HD_HELD1
 DK7049* NAVD 88 ORTHO HEIGHT -   383.479 (meters)     1258.13  (feet) ADJUSTED
 DK7049  ______________________________________________________________________
 DK7049  GEOID HEIGHT    -        -28.963 (meters)                     GEOID18
 DK7049  DYNAMIC HEIGHT  -        383.407 (meters)     1257.89  (feet) COMP
 DK7049  MODELED GRAVITY -    980,418.9   (mgal)                       NAVD 88
 DK7049
 DK7049  VERT ORDER      -  SECOND    CLASS I
 DK7049
 DK7049.The horizontal coordinates were determined by differentially corrected
 DK7049.hand held GPS observations or other comparable positioning techniques
 DK7049.and have an estimated accuracy of +/- 3 meters.
 DK7049
 DK7049.The orthometric height was determined by differential leveling and
 DK7049.adjusted by the NATIONAL GEODETIC SURVEY
 DK7049.in February 2009.
 DK7049
 DK7049.Significant digits in the geoid height do not necessarily reflect accuracy.
 DK7049.GEOID18 height accuracy estimate available here.
 DK7049
 DK7049.Click photographs - Photos may exist for this station.
 DK7049
 DK7049.The dynamic height is computed by dividing the NAVD 88
 DK7049.geopotential number by the normal gravity value computed on the
 DK7049.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK7049.degrees latitude (g = 980.6199 gals.).
 DK7049
 DK7049.The modeled gravity was interpolated from observed gravity values.
 DK7049
 DK7049;                    North         East    Units  Estimated Accuracy
 DK7049;SPC MN S     -   199,610.8     881,138.1     MT  (+/- 3 meters HH1 GPS) 
 DK7049
 DK7049_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWJ0079059874(NAD 83)
 DK7049
 DK7049                          SUPERSEDED SURVEY CONTROL
 DK7049
 DK7049.No superseded survey control is available for this station.
 DK7049
 DK7049_MARKER: DB = BENCH MARK DISK
 DK7049_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 DK7049_SP_SET: CULVERT
 DK7049_STAMPING: 2003 F 1981
 DK7049_MARK LOGO: MNHD
 DK7049_MAGNETIC: N = NO MAGNETIC MATERIAL
 DK7049_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DK7049+STABILITY: SURFACE MOTION
 DK7049_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DK7049+SATELLITE: SATELLITE OBSERVATIONS - June 05, 2013
 DK7049
 DK7049  HISTORY     - Date     Condition        Report By
 DK7049  HISTORY     - 19810401 MONUMENTED       MNHD
 DK7049  HISTORY     - 20051215 GOOD             MNDT
 DK7049  HISTORY     - 20130605 GOOD             MNDT
 DK7049
 DK7049                          STATION DESCRIPTION
 DK7049
 DK7049'DESCRIBED BY MN DEPT OF TRANSP 2005 (MPP)
 DK7049'THE MARK IS LOCATED ABOUT 7.1 MI (11.4 KM) WEST OF HAYFIELD, 6.5 MI
 DK7049'(10.5 KM) SOUTHEAST OF BIXBY AND 3.5 MI (5.6 KM) EAST-NORTHEAST OF
 DK7049'BLOOMING PRAIRIE.
 DK7049'
 DK7049'FROM THE SOUTH JUNCTION OF TRUNK HIGHWAY 218 AND TRUNK HIGHWAY 30 IN
 DK7049'BLOOMING PRAIRIE GO 4.5 MI (7.2 KM) EAST AND NORTH ALONG TRUNK HIGHWAY
 DK7049'30 TO MILE POINT 195.90.
 DK7049'
 DK7049'THE MARK IS 24.0 FT (7.3 M) SOUTH OF TRUNK HIGHWAY 30 IN THE SOUTHWEST
 DK7049'CORNER HEADWALL OF A TRUNK HIGHWAY 30 BOX CULVERT OVER A CREEK.
 DK7049
 DK7049                          STATION RECOVERY (2013)
 DK7049
 DK7049'RECOVERY NOTE BY MN DEPT OF TRANSP 2013 (KMS)
 DK7049'3.5 MILES EAST OF BLOOMING PRAIRIE, IN SOUTHWEST CORNER OF HEADWALL OF
 DK7049'TRUNK HIGHWAY 30 BOX CULVERT FOR CREEK, 4.5 MILES EAST AND NORTH ALONG
 DK7049'TRUNK HIGHWAY 30 FROM SOUTH JUNCTION OF TRUNK HIGHWAY 30 AND TRUNK
 DK7049'HIGHWAY 218 IN BLOOMING PRAIRIE, AT TRUNK HIGHWAY 30 MILEPOINT 195.90,
 DK7049'24.0 FEET SOUTH OF TRUNK HIGHWAY 30.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DK7059 ***********************************************************************
 DK7059  DESIGNATION -  2003 G
 DK7059  PID         -  DK7059
 DK7059  STATE/COUNTY-  MN/DODGE
 DK7059  COUNTRY     -  US
 DK7059  USGS QUAD   -  HAYFIELD NW (2019)
 DK7059
 DK7059                         *CURRENT SURVEY CONTROL
 DK7059  ______________________________________________________________________
 DK7059* NAD 83(1986) POSITION- 43 53 31.9    (N) 092 58 30.7    (W)   HD_HELD2
 DK7059* NAVD 88 ORTHO HEIGHT -   389.607 (meters)     1278.24  (feet) ADJUSTED
 DK7059  ______________________________________________________________________
 DK7059  GEOID HEIGHT    -        -29.017 (meters)                     GEOID18
 DK7059  DYNAMIC HEIGHT  -        389.532 (meters)     1277.99  (feet) COMP
 DK7059  MODELED GRAVITY -    980,415.3   (mgal)                       NAVD 88
 DK7059
 DK7059  VERT ORDER      -  SECOND    CLASS I
 DK7059
 DK7059.The horizontal coordinates were established by autonomous hand held GPS
 DK7059.observations and have an estimated accuracy of +/- 10 meters.
 DK7059
 DK7059.The orthometric height was determined by differential leveling and
 DK7059.adjusted by the NATIONAL GEODETIC SURVEY
 DK7059.in February 2009.
 DK7059
 DK7059.Significant digits in the geoid height do not necessarily reflect accuracy.
 DK7059.GEOID18 height accuracy estimate available here.
 DK7059
 DK7059.Click photographs - Photos may exist for this station.
 DK7059
 DK7059.The dynamic height is computed by dividing the NAVD 88
 DK7059.geopotential number by the normal gravity value computed on the
 DK7059.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK7059.degrees latitude (g = 980.6199 gals.).
 DK7059
 DK7059.The modeled gravity was interpolated from observed gravity values.
 DK7059
 DK7059;                    North         East    Units  Estimated Accuracy
 DK7059;SPC MN S     -   199,650.      882,340.      MT  (+/- 10 meters HH2 GPS)
 DK7059
 DK7059_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWJ0199259899(NAD 83)
 DK7059
 DK7059                          SUPERSEDED SURVEY CONTROL
 DK7059
 DK7059.No superseded survey control is available for this station.
 DK7059
 DK7059_MARKER: DV = VERTICAL CONTROL DISK
 DK7059_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DK7059_STAMPING: 2003 G FEB 1981
 DK7059_MARK LOGO: MNDT
 DK7059_PROJECTION: RECESSED 3 CENTIMETERS
 DK7059_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DK7059_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DK7059_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DK7059+SATELLITE: SATELLITE OBSERVATIONS - December 15, 2005
 DK7059_ROD/PIPE-DEPTH: 3.0 meters
 DK7059
 DK7059  HISTORY     - Date     Condition        Report By
 DK7059  HISTORY     - 1981     MONUMENTED       MNDT
 DK7059  HISTORY     - 20051215 GOOD             MNDT
 DK7059
 DK7059                          STATION DESCRIPTION
 DK7059
 DK7059'DESCRIBED BY MN DEPT OF TRANSP 2005 (MPP)
 DK7059'THE MARK IS LOCATED ABOUT 6.9 MI (11.1 KM) NORTHWEST OF WALTHAM, 5.80
 DK7059'MI (9.3 KM) WEST OF HAYFIELD AND 4.2 MI (6.8 KM) EAST-NORTHEAST OF
 DK7059'BLOOMING PRAIRIE.
 DK7059'
 DK7059'FROM THE JUNCTION OF TRUNK HIGHWAY 30 AND TRUNK HIGHWAY 56 IN HAYFIELD
 DK7059'GO 5.80 MI (9.3 KM) WEST ALONG TRUNK HIGHWAY 30 TO MILE POINT 196.75.
 DK7059'THE MARK IS 75.5 FT (23.0 M) NORTH OF TRUNK HIGHWAY 30, 21.3 FT (6.5
 DK7059'M) WEST OF A POWER POLE, 3.0 FT (0.9 M) EAST OF A RIGHT-OF-WAY POST
 DK7059'AND 0.5 FT (0.2 M) SOUTH OF ITS WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DK7060 ***********************************************************************
 DK7060  DESIGNATION -  2003 H
 DK7060  PID         -  DK7060
 DK7060  STATE/COUNTY-  MN/DODGE
 DK7060  COUNTRY     -  US
 DK7060  USGS QUAD   -  HAYFIELD NW (2019)
 DK7060
 DK7060                         *CURRENT SURVEY CONTROL
 DK7060  ______________________________________________________________________
 DK7060* NAD 83(1986) POSITION- 43 53 31.9    (N) 092 57 50.1    (W)   HD_HELD2
 DK7060* NAVD 88 ORTHO HEIGHT -   391.874 (meters)     1285.67  (feet) ADJUSTED
 DK7060  ______________________________________________________________________
 DK7060  GEOID HEIGHT    -        -29.060 (meters)                     GEOID18
 DK7060  DYNAMIC HEIGHT  -        391.798 (meters)     1285.42  (feet) COMP
 DK7060  MODELED GRAVITY -    980,412.5   (mgal)                       NAVD 88
 DK7060
 DK7060  VERT ORDER      -  SECOND    CLASS I
 DK7060
 DK7060.The horizontal coordinates were established by autonomous hand held GPS
 DK7060.observations and have an estimated accuracy of +/- 10 meters.
 DK7060
 DK7060.The orthometric height was determined by differential leveling and
 DK7060.adjusted by the NATIONAL GEODETIC SURVEY
 DK7060.in February 2009.
 DK7060
 DK7060.Significant digits in the geoid height do not necessarily reflect accuracy.
 DK7060.GEOID18 height accuracy estimate available here.
 DK7060
 DK7060.Click photographs - Photos may exist for this station.
 DK7060
 DK7060.The dynamic height is computed by dividing the NAVD 88
 DK7060.geopotential number by the normal gravity value computed on the
 DK7060.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK7060.degrees latitude (g = 980.6199 gals.).
 DK7060
 DK7060.The modeled gravity was interpolated from observed gravity values.
 DK7060
 DK7060;                    North         East    Units  Estimated Accuracy
 DK7060;SPC MN S     -   199,662.      883,247.      MT  (+/- 10 meters HH2 GPS)
 DK7060
 DK7060_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWJ0289859899(NAD 83)
 DK7060
 DK7060                          SUPERSEDED SURVEY CONTROL
 DK7060
 DK7060.No superseded survey control is available for this station.
 DK7060
 DK7060_MARKER: DV = VERTICAL CONTROL DISK
 DK7060_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 DK7060+WITH SETTING: INFORMATION.
 DK7060_STAMPING: 2003 H FEB 1981
 DK7060_MARK LOGO: MNDT
 DK7060_PROJECTION: RECESSED 3 CENTIMETERS
 DK7060_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DK7060_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DK7060_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DK7060+SATELLITE: SATELLITE OBSERVATIONS - December 15, 2005
 DK7060_ROD/PIPE-DEPTH: 3.0 meters
 DK7060
 DK7060  HISTORY     - Date     Condition        Report By
 DK7060  HISTORY     - 1981     MONUMENTED       MNDT
 DK7060  HISTORY     - 20051215 GOOD             MNDT
 DK7060
 DK7060                          STATION DESCRIPTION
 DK7060
 DK7060'DESCRIBED BY MN DEPT OF TRANSP 2005 (MPP)
 DK7060'THE MARK IS LOCATED ABOUT 6.5 MI (10.5 KM) NORTHWEST OF WALTHAM, 5.8
 DK7060'MI (9.3 KM) WEST OF HAYFIELD AND 4.7 MI (7.6 KM) EAST-NORTHEAST OF
 DK7060'BLOOMING PRAIRIE.
 DK7060'
 DK7060'FROM THE JUNCTION OF TRUNK HIGHWAY 30 AND TRUNK HIGHWAY 56 0.5 MI (0.8
 DK7060'KM) WEST OF HAYFIELD GO 5.25 MI (8.4 KM) WEST ALONG TRUNK HIGHWAY 30
 DK7060'TO MILE POINT 197.25.
 DK7060'
 DK7060'THE MARK IS 74.0 FT (22.6 M) NORTH OF TRUNK HIGHWAY 30, 2.8 FT (0.9 M)
 DK7060'WEST OF A RIGHT-OF-WAY POST AND 0.5 FT (0.2 M) SOUTH OF ITS WITNESS
 DK7060'POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DK7058 ***********************************************************************
 DK7058  DESIGNATION -  2003 J
 DK7058  PID         -  DK7058
 DK7058  STATE/COUNTY-  MN/DODGE
 DK7058  COUNTRY     -  US
 DK7058  USGS QUAD   -  HAYFIELD NW (2019)
 DK7058
 DK7058                         *CURRENT SURVEY CONTROL
 DK7058  ______________________________________________________________________
 DK7058* NAD 83(1986) POSITION- 43 53 31.9    (N) 092 56 06.5    (W)   HD_HELD2
 DK7058* NAVD 88 ORTHO HEIGHT -   389.208 (meters)     1276.93  (feet) ADJUSTED
 DK7058  ______________________________________________________________________
 DK7058  GEOID HEIGHT    -        -29.173 (meters)                     GEOID18
 DK7058  DYNAMIC HEIGHT  -        389.129 (meters)     1276.67  (feet) COMP
 DK7058  MODELED GRAVITY -    980,405.1   (mgal)                       NAVD 88
 DK7058
 DK7058  VERT ORDER      -  SECOND    CLASS I
 DK7058
 DK7058.The horizontal coordinates were established by autonomous hand held GPS
 DK7058.observations and have an estimated accuracy of +/- 10 meters.
 DK7058
 DK7058.The orthometric height was determined by differential leveling and
 DK7058.adjusted by the NATIONAL GEODETIC SURVEY
 DK7058.in February 2009.
 DK7058
 DK7058.Significant digits in the geoid height do not necessarily reflect accuracy.
 DK7058.GEOID18 height accuracy estimate available here.
 DK7058
 DK7058.Click photographs - Photos may exist for this station.
 DK7058
 DK7058.The dynamic height is computed by dividing the NAVD 88
 DK7058.geopotential number by the normal gravity value computed on the
 DK7058.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK7058.degrees latitude (g = 980.6199 gals.).
 DK7058
 DK7058.The modeled gravity was interpolated from observed gravity values.
 DK7058
 DK7058;                    North         East    Units  Estimated Accuracy
 DK7058;SPC MN S     -   199,691.      885,559.      MT  (+/- 10 meters HH2 GPS)
 DK7058
 DK7058_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWJ0520959901(NAD 83)
 DK7058
 DK7058                          SUPERSEDED SURVEY CONTROL
 DK7058
 DK7058.No superseded survey control is available for this station.
 DK7058
 DK7058_MARKER: DB = BENCH MARK DISK
 DK7058_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 DK7058_SP_SET: BOX CULVERT HEADWALL
 DK7058_STAMPING: 2003 J 1981
 DK7058_MARK LOGO: MNDT
 DK7058_MAGNETIC: N = NO MAGNETIC MATERIAL
 DK7058_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DK7058+STABILITY: SURFACE MOTION
 DK7058_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DK7058+SATELLITE: SATELLITE OBSERVATIONS - December 15, 2005
 DK7058
 DK7058  HISTORY     - Date     Condition        Report By
 DK7058  HISTORY     - 1981     MONUMENTED       MNDT
 DK7058  HISTORY     - 20051215 GOOD             MNDT
 DK7058
 DK7058                          STATION DESCRIPTION
 DK7058
 DK7058'DESCRIBED BY MN DEPT OF TRANSP 2005 (MPP)
 DK7058'THE MARK IS LOCATED ABOUT 6.0 MI (9.7 KM) EAST-NORTHEAST OF BLOOMING
 DK7058'PRAIRIE, 5.7 MI (9.2 KM) NORTH-NORTHWEST OF WALTHAM AND 4.4 MI (7.1
 DK7058'KM) WEST OF HAYFIELD.
 DK7058'
 DK7058'FROM THE JUNCTION OF TRUNK HIGHWAY 30 AND TRUNK HIGHWAY 56 IN 0.5 MI
 DK7058'(0.8 KM) WEST OF HAYFIELD GO 3.85 MI (6.2 KM) WEST ALONG TRUNK HIGHWAY
 DK7058'30 TO MILE POINT 198.75.
 DK7058'
 DK7058'THE MARK IS 24.0 FT (7.3 M) SOUTH OF TRUNK HIGHWAY 30 IN THE SOUTHWEST
 DK7058'CORNER OF A BOX CULVERT HEAD WALL.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DK6971 ***********************************************************************
 DK6971  DESIGNATION -  2003 L
 DK6971  PID         -  DK6971
 DK6971  STATE/COUNTY-  MN/DODGE
 DK6971  COUNTRY     -  US
 DK6971  USGS QUAD   -  HAYFIELD NW (2019)
 DK6971
 DK6971                         *CURRENT SURVEY CONTROL
 DK6971  ______________________________________________________________________
 DK6971* NAD 83(1986) POSITION- 43 53 32.35   (N) 092 53 58.60   (W)   HD_HELD1
 DK6971* NAVD 88 ORTHO HEIGHT -   395.191 (meters)     1296.56  (feet) ADJUSTED
 DK6971  ______________________________________________________________________
 DK6971  GEOID HEIGHT    -        -29.309 (meters)                     GEOID18
 DK6971  DYNAMIC HEIGHT  -        395.107 (meters)     1296.28  (feet) COMP
 DK6971  MODELED GRAVITY -    980,395.9   (mgal)                       NAVD 88
 DK6971
 DK6971  VERT ORDER      -  SECOND    CLASS I
 DK6971
 DK6971.The horizontal coordinates were determined by differentially corrected
 DK6971.hand held GPS observations or other comparable positioning techniques
 DK6971.and have an estimated accuracy of +/- 3 meters.
 DK6971
 DK6971.The orthometric height was determined by differential leveling and
 DK6971.adjusted by the NATIONAL GEODETIC SURVEY
 DK6971.in February 2009.
 DK6971
 DK6971.Significant digits in the geoid height do not necessarily reflect accuracy.
 DK6971.GEOID18 height accuracy estimate available here.
 DK6971
 DK6971.Click photographs - Photos may exist for this station.
 DK6971
 DK6971.The dynamic height is computed by dividing the NAVD 88
 DK6971.geopotential number by the normal gravity value computed on the
 DK6971.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK6971.degrees latitude (g = 980.6199 gals.).
 DK6971
 DK6971.The modeled gravity was interpolated from observed gravity values.
 DK6971
 DK6971;                    North         East    Units  Estimated Accuracy
 DK6971;SPC MN S     -   199,743.0     888,412.9     MT  (+/- 3 meters HH1 GPS) 
 DK6971
 DK6971_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWJ0806359918(NAD 83)
 DK6971
 DK6971                          SUPERSEDED SURVEY CONTROL
 DK6971
 DK6971.No superseded survey control is available for this station.
 DK6971
 DK6971_MARKER: DD = SURVEY DISK
 DK6971_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DK6971_STAMPING: 2003 L 2005
 DK6971_MARK LOGO: MNDT
 DK6971_PROJECTION: FLUSH
 DK6971_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DK6971_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DK6971_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DK6971+SATELLITE: SATELLITE OBSERVATIONS - April 13, 2021
 DK6971_ROD/PIPE-DEPTH: 3.0 meters
 DK6971
 DK6971  HISTORY     - Date     Condition        Report By
 DK6971  HISTORY     - 20051213 MONUMENTED       MNDT
 DK6971  HISTORY     - 20090407 GOOD             MNDT
 DK6971  HISTORY     - 20210413 GOOD             MNDT
 DK6971
 DK6971                          STATION DESCRIPTION
 DK6971
 DK6971'DESCRIBED BY MN DEPT OF TRANSP 2005
 DK6971'THE MARK IS LOCATED ABOUT 7.7 MI (12.4 KM) NORTHWEST OF SARGEANT, 5.0
 DK6971'MI (8.0 KM) NORTH-NORTHWEST OF WALTHAM AND 2.50 MI (4.0 KM) WEST OF
 DK6971'HAYFIELD.
 DK6971'
 DK6971'FROM THE JUNCTION OF TRUNK HIGHWAY 30 AND TRUNK HIGHWAY 56 0.5 MI (0.8
 DK6971'KM) WEST OF HAYFIELD GO 2.0 MI (3.2 KM) WEST ALONG TRUNK HIGHWAY 30 TO
 DK6971'MILE POINT 200.55.
 DK6971'
 DK6971'THE MARK IS 74.0 FT (22.6 M) NORTH OF TRUNK HIGHWAY 30 AND 64.5 FT
 DK6971'(19.7 M) WEST OF 170TH AVENUE.  THE MARK IS SET WITH A 3 FT (0.9 M) 3D
 DK6971'STABILIZING FIN-SLEEVE SURROUNDED BY A SIX INCH PVC PIPE BACKFILLED
 DK6971'WITH WASHED SAND.
 DK6971
 DK6971                          STATION RECOVERY (2009)
 DK6971
 DK6971'RECOVERY NOTE BY MN DEPT OF TRANSP 2009 (DRB)
 DK6971'RECOVERED AS DESCRIBED.
 DK6971
 DK6971                          STATION RECOVERY (2021)
 DK6971
 DK6971'RECOVERY NOTE BY MN DEPT OF TRANSP 2021 (KMS)
 DK6971'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DK6972 ***********************************************************************
 DK6972  DESIGNATION -  2003 M
 DK6972  PID         -  DK6972
 DK6972  STATE/COUNTY-  MN/DODGE
 DK6972  COUNTRY     -  US
 DK6972  USGS QUAD   -  HAYFIELD NW (2019)
 DK6972
 DK6972                         *CURRENT SURVEY CONTROL
 DK6972  ______________________________________________________________________
 DK6972* NAD 83(1986) POSITION- 43 53 31.15   (N) 092 52 44.76   (W)   HD_HELD1
 DK6972* NAVD 88 ORTHO HEIGHT -   397.908 (meters)     1305.47  (feet) ADJUSTED
 DK6972  ______________________________________________________________________
 DK6972  GEOID HEIGHT    -        -29.385 (meters)                     GEOID18
 DK6972  DYNAMIC HEIGHT  -        397.822 (meters)     1305.19  (feet) COMP
 DK6972  MODELED GRAVITY -    980,390.9   (mgal)                       NAVD 88
 DK6972
 DK6972  VERT ORDER      -  SECOND    CLASS I
 DK6972
 DK6972.The horizontal coordinates were determined by differentially corrected
 DK6972.hand held GPS observations or other comparable positioning techniques
 DK6972.and have an estimated accuracy of +/- 3 meters.
 DK6972
 DK6972.The orthometric height was determined by differential leveling and
 DK6972.adjusted by the NATIONAL GEODETIC SURVEY
 DK6972.in February 2009.
 DK6972
 DK6972.Significant digits in the geoid height do not necessarily reflect accuracy.
 DK6972.GEOID18 height accuracy estimate available here.
 DK6972
 DK6972.Click photographs - Photos may exist for this station.
 DK6972
 DK6972.The dynamic height is computed by dividing the NAVD 88
 DK6972.geopotential number by the normal gravity value computed on the
 DK6972.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK6972.degrees latitude (g = 980.6199 gals.).
 DK6972
 DK6972.The modeled gravity was interpolated from observed gravity values.
 DK6972
 DK6972;                    North         East    Units  Estimated Accuracy
 DK6972;SPC MN S     -   199,728.3     890,061.3     MT  (+/- 3 meters HH1 GPS) 
 DK6972
 DK6972_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWJ0971059883(NAD 83)
 DK6972
 DK6972                          SUPERSEDED SURVEY CONTROL
 DK6972
 DK6972.No superseded survey control is available for this station.
 DK6972
 DK6972_MARKER: F = FLANGE-ENCASED ROD
 DK6972_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 DK6972_STAMPING: 2003 M 2005
 DK6972_MARK LOGO: MNDT
 DK6972_PROJECTION: RECESSED 5 CENTIMETERS
 DK6972_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DK6972_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DK6972_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DK6972+SATELLITE: SATELLITE OBSERVATIONS - April 13, 2021
 DK6972_ROD/PIPE-DEPTH: 3.0 meters
 DK6972
 DK6972  HISTORY     - Date     Condition        Report By
 DK6972  HISTORY     - 20051213 MONUMENTED       MNDT
 DK6972  HISTORY     - 20130425 GOOD             MNDT
 DK6972  HISTORY     - 20210413 GOOD             MNDT
 DK6972
 DK6972                          STATION DESCRIPTION
 DK6972
 DK6972'DESCRIBED BY MN DEPT OF TRANSP 2005
 DK6972'THE MARK IS LOCATED ABOUT 7.1 MI (11.5 KM) NORTH-NORTHWEST OF
 DK6972'SARGEANT, 4.9 MI (7.8 KM) NORTH OF WALTHAM AND 1.50 MI (2.4 KM) WEST
 DK6972'OF HAYFIELD.
 DK6972'
 DK6972'FROM THE JUNCTION OF TRUNK HIGHWAY 30 AND TRUNK HIGHWAY 56 IN 0.5 MI
 DK6972'(0.8 KM) WEST OF HAYFIELD GO 1.0 MI (1.6 KM) WEST ALONG TRUNK HIGHWAY
 DK6972'30 TO MILE POINT 201.06.
 DK6972'
 DK6972'THE MARK IS 76.7 FT (23.4 M) SOUTH OF TRUNK HIGHWAY 30, 38.8 FT (11.8
 DK6972'M) EAST OF 180TH AVENUE, 15.4 FT (4.7 M) WEST OF CABLE PEDESTAL, 1.9
 DK6972'FT (0.6 M) SOUTH-SOUTHWEST OF A RIGHT-OF-WAY POST AND 0.7 FT (0.2 M)
 DK6972'NORTH OF ITS WITNESS POST.  THE MARK IS SET WITH A 3 FT (0.9 M) 3D
 DK6972'STABILIZING FIN-SLEEVE SURROUNDED BY A SIX INCH PVC PIPE BACKFILLED
 DK6972'WITH WASHED SAND.
 DK6972
 DK6972                          STATION RECOVERY (2013)
 DK6972
 DK6972'RECOVERY NOTE BY MN DEPT OF TRANSP 2013 (KMS)
 DK6972'RECOVERED AS DESCRIBED.
 DK6972
 DK6972                          STATION RECOVERY (2021)
 DK6972
 DK6972'RECOVERY NOTE BY MN DEPT OF TRANSP 2021 (KMS)
 DK6972'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DK7050 ***********************************************************************
 DK7050  DESIGNATION -  2003 N
 DK7050  PID         -  DK7050
 DK7050  STATE/COUNTY-  MN/DODGE
 DK7050  COUNTRY     -  US
 DK7050  USGS QUAD   -  HAYFIELD (2019)
 DK7050
 DK7050                         *CURRENT SURVEY CONTROL
 DK7050  ______________________________________________________________________
 DK7050* NAD 83(1986) POSITION- 43 53 32.10   (N) 092 51 49.62   (W)   HD_HELD1
 DK7050* NAVD 88 ORTHO HEIGHT -   396.705 (meters)     1301.52  (feet) ADJUSTED
 DK7050  ______________________________________________________________________
 DK7050  GEOID HEIGHT    -        -29.440 (meters)                     GEOID18
 DK7050  DYNAMIC HEIGHT  -        396.618 (meters)     1301.24  (feet) COMP
 DK7050  MODELED GRAVITY -    980,387.6   (mgal)                       NAVD 88
 DK7050
 DK7050  VERT ORDER      -  SECOND    CLASS I
 DK7050
 DK7050.The horizontal coordinates were determined by differentially corrected
 DK7050.hand held GPS observations or other comparable positioning techniques
 DK7050.and have an estimated accuracy of +/- 3 meters.
 DK7050
 DK7050.The orthometric height was determined by differential leveling and
 DK7050.adjusted by the NATIONAL GEODETIC SURVEY
 DK7050.in February 2009.
 DK7050
 DK7050.Significant digits in the geoid height do not necessarily reflect accuracy.
 DK7050.GEOID18 height accuracy estimate available here.
 DK7050
 DK7050.Click photographs - Photos may exist for this station.
 DK7050
 DK7050.The dynamic height is computed by dividing the NAVD 88
 DK7050.geopotential number by the normal gravity value computed on the
 DK7050.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK7050.degrees latitude (g = 980.6199 gals.).
 DK7050
 DK7050.The modeled gravity was interpolated from observed gravity values.
 DK7050
 DK7050;                    North         East    Units  Estimated Accuracy
 DK7050;SPC MN S     -   199,774.6     891,291.4     MT  (+/- 3 meters HH1 GPS) 
 DK7050
 DK7050_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWJ1094059914(NAD 83)
 DK7050
 DK7050                          SUPERSEDED SURVEY CONTROL
 DK7050
 DK7050.No superseded survey control is available for this station.
 DK7050
 DK7050_MARKER: DB = BENCH MARK DISK
 DK7050_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 DK7050_SP_SET: CULVERT
 DK7050_STAMPING: 2003 N 1981
 DK7050_MARK LOGO: MNHD
 DK7050_MAGNETIC: N = NO MAGNETIC MATERIAL
 DK7050_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DK7050+STABILITY: SURFACE MOTION
 DK7050_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DK7050+SATELLITE: SATELLITE OBSERVATIONS - April 25, 2013
 DK7050
 DK7050  HISTORY     - Date     Condition        Report By
 DK7050  HISTORY     - 1981     MONUMENTED       MNDT
 DK7050  HISTORY     - 20051215 GOOD             MNDT
 DK7050  HISTORY     - 20130425 GOOD             MNDT
 DK7050
 DK7050                          STATION DESCRIPTION
 DK7050
 DK7050'DESCRIBED BY MN DEPT OF TRANSP 2005 (MPP)
 DK7050'THE MARK IS LOCATED ABOUT 6.7 MI (10.9 KM) NORTH-NORTHWEST OF
 DK7050'SARGEANT, 4.9 MI (7.9 KM) NORTH OF WALTHAM AND 0.5 MI (0.8 KM) WEST OF
 DK7050'HAYFIELD.
 DK7050'
 DK7050'FROM THE JUNCTION OF TRUNK HIGHWAY 30 AND TRUNK HIGHWAY 56 WHICH IS
 DK7050'0.5 MI (0.8 KM) WEST OF HAYFIELD GO 0.2 MI (0.3 KM) WEST ALONG TRUNK
 DK7050'HIGHWAY 30 TO MILE POINT 202.55.
 DK7050'
 DK7050'THE MARK IS 24 FT (7.3 M) SOUTH OF TRUNK HIGHWAY 30 IN THE SOUTHEAST
 DK7050'CORNER OF A BOX CULVERT SPANNING A STREAM AND NUMBERED 8705.
 DK7050
 DK7050                          STATION RECOVERY (2013)
 DK7050
 DK7050'RECOVERY NOTE BY MN DEPT OF TRANSP 2013 (KMS)
 DK7050'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DP6294 ***********************************************************************
 DP6294  DESIGNATION -  2003 P
 DP6294  PID         -  DP6294
 DP6294  STATE/COUNTY-  MN/DODGE
 DP6294  COUNTRY     -  US
 DP6294  USGS QUAD   -  BLOOMING PRAIRIE (2019)
 DP6294
 DP6294                         *CURRENT SURVEY CONTROL
 DP6294  ______________________________________________________________________
 DP6294* NAD 83(1986) POSITION- 43 52 12.59   (N) 093 00 36.54   (W)   HD_HELD1
 DP6294* NAVD 88 ORTHO HEIGHT -   381.957 (meters)     1253.14  (feet) ADJUSTED
 DP6294  ______________________________________________________________________
 DP6294  GEOID HEIGHT    -        -28.901 (meters)                     GEOID18
 DP6294  DYNAMIC HEIGHT  -        381.886 (meters)     1252.90  (feet) COMP
 DP6294  MODELED GRAVITY -    980,422.3   (mgal)                       NAVD 88
 DP6294
 DP6294  VERT ORDER      -  SECOND    CLASS I
 DP6294
 DP6294.The horizontal coordinates were determined by differentially corrected
 DP6294.hand held GPS observations or other comparable positioning techniques
 DP6294.and have an estimated accuracy of +/- 3 meters.
 DP6294
 DP6294.The orthometric height was determined by differential leveling and
 DP6294.adjusted by the NATIONAL GEODETIC SURVEY
 DP6294.in June 2015.
 DP6294
 DP6294.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP6294.GEOID18 height accuracy estimate available here.
 DP6294
 DP6294.Click photographs - Photos may exist for this station.
 DP6294
 DP6294.The dynamic height is computed by dividing the NAVD 88
 DP6294.geopotential number by the normal gravity value computed on the
 DP6294.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP6294.degrees latitude (g = 980.6199 gals.).
 DP6294
 DP6294.The modeled gravity was interpolated from observed gravity values.
 DP6294
 DP6294;                    North         East    Units  Estimated Accuracy
 DP6294;SPC MN S     -   197,168.0     879,561.7     MT  (+/- 3 meters HH1 GPS) 
 DP6294
 DP6294_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVJ9918457452(NAD 83)
 DP6294
 DP6294                          SUPERSEDED SURVEY CONTROL
 DP6294
 DP6294.No superseded survey control is available for this station.
 DP6294
 DP6294_MARKER: F = FLANGE-ENCASED ROD
 DP6294_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DP6294_STAMPING: 2003 P 2013
 DP6294_MARK LOGO: MNDT
 DP6294_PROJECTION: FLUSH
 DP6294_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DP6294_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DP6294_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP6294+SATELLITE: SATELLITE OBSERVATIONS - July 08, 2013
 DP6294_ROD/PIPE-DEPTH: 12.8 meters
 DP6294
 DP6294  HISTORY     - Date     Condition        Report By
 DP6294  HISTORY     - 20130708 MONUMENTED       MNDT
 DP6294
 DP6294                          STATION DESCRIPTION
 DP6294
 DP6294'DESCRIBED BY MN DEPT OF TRANSP 2013
 DP6294'THE STATION IS LOCATED ABOUT 7.5 MI (12.1 KM) WEST-NORTHWEST OF
 DP6294'WALTHAM, 6.7 MI (10.8 KM) SOUTHEAST OF BIXBY AND 2.0 MI (3.2 KM) EAST
 DP6294'OF BLOOMING PRAIRIE.
 DP6294'
 DP6294'TO REACH THE MARK GO 2.05 MI (3.3 KM) EAST ALONG TRUNK HIGHWAY 30 FROM
 DP6294'THE SOUTH JUNCTION OF TRUNK HIGHWAY 30 AND TRUNK HIGHWAY 218 IN
 DP6294'BLOOMING PRAIRIE, AT TRUNK HIGHWAY 30 MILE POINT 193.55.
 DP6294'
 DP6294'THE MARK IS LOCATED 64.5 FT (19.7 M) SOUTH OF TRUNK HIGHWAY 30, 33.5
 DP6294'FT (10.2 M) EAST OF A FIELD ENTRANCE, 1.5 FT (0.5 M) NORTH OF A
 DP6294'WITNESS POST.
 DP6294'
 DP6294'NOTE - THE STATION MARK CONSISTS OF A 3/4 INCH (19 MM) DIAMETER
 DP6294'ALUMINUM ROD DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL MARK
 DP6294'REMOVABLE DISK SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY
 DP6294'A SIX-INCH PVC PIPE BACKFILLED WITH WASHED SAND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DK6973 ***********************************************************************
 DK6973  DESIGNATION -  2004 A
 DK6973  PID         -  DK6973
 DK6973  STATE/COUNTY-  MN/DODGE
 DK6973  COUNTRY     -  US
 DK6973  USGS QUAD   -  HAYFIELD (2019)
 DK6973
 DK6973                         *CURRENT SURVEY CONTROL
 DK6973  ______________________________________________________________________
 DK6973* NAD 83(1986) POSITION- 43 53 32.63   (N) 092 50 41.09   (W)   HD_HELD1
 DK6973* NAVD 88 ORTHO HEIGHT -   404.444 (meters)     1326.91  (feet) ADJUSTED
 DK6973  ______________________________________________________________________
 DK6973  GEOID HEIGHT    -        -29.507 (meters)                     GEOID18
 DK6973  DYNAMIC HEIGHT  -        404.354 (meters)     1326.62  (feet) COMP
 DK6973  MODELED GRAVITY -    980,384.0   (mgal)                       NAVD 88
 DK6973
 DK6973  VERT ORDER      -  SECOND    CLASS I
 DK6973
 DK6973.The horizontal coordinates were determined by differentially corrected
 DK6973.hand held GPS observations or other comparable positioning techniques
 DK6973.and have an estimated accuracy of +/- 3 meters.
 DK6973
 DK6973.The orthometric height was determined by differential leveling and
 DK6973.adjusted by the NATIONAL GEODETIC SURVEY
 DK6973.in February 2009.
 DK6973
 DK6973.Significant digits in the geoid height do not necessarily reflect accuracy.
 DK6973.GEOID18 height accuracy estimate available here.
 DK6973
 DK6973.Click photographs - Photos may exist for this station.
 DK6973
 DK6973.The dynamic height is computed by dividing the NAVD 88
 DK6973.geopotential number by the normal gravity value computed on the
 DK6973.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK6973.degrees latitude (g = 980.6199 gals.).
 DK6973
 DK6973.The modeled gravity was interpolated from observed gravity values.
 DK6973
 DK6973;                    North         East    Units  Estimated Accuracy
 DK6973;SPC MN S     -   199,812.4     892,820.6     MT  (+/- 3 meters HH1 GPS) 
 DK6973
 DK6973_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWJ1246959933(NAD 83)
 DK6973
 DK6973                          SUPERSEDED SURVEY CONTROL
 DK6973
 DK6973.No superseded survey control is available for this station.
 DK6973
 DK6973_MARKER: DD = SURVEY DISK
 DK6973_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DK6973_STAMPING: 2004 A 2005
 DK6973_MARK LOGO: MNDT
 DK6973_PROJECTION: RECESSED 3 CENTIMETERS
 DK6973_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DK6973_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DK6973_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DK6973+SATELLITE: SATELLITE OBSERVATIONS - April 25, 2013
 DK6973_ROD/PIPE-DEPTH: 9.1 meters
 DK6973
 DK6973  HISTORY     - Date     Condition        Report By
 DK6973  HISTORY     - 20051213 MONUMENTED       MNDT
 DK6973  HISTORY     - 20130425 GOOD             MNDT
 DK6973
 DK6973                          STATION DESCRIPTION
 DK6973
 DK6973'DESCRIBED BY MN DEPT OF TRANSP 2005
 DK6973'THE MARK IS LOCATED ABOUT 6.4 MI (10.3 KM) NORTH-NORTHWEST OF
 DK6973'SARGEANT, 5.1 MI (8.2 KM) NORTH-NORTHEAST OF WALTHAM AND 0.2 MI (0.3
 DK6973'KM) NORTHEAST OF HAYFIELD.
 DK6973'
 DK6973'FROM THE JUNCTION OF TRUNK HIGHWAY 30 AND TRUNK HIGHWAY 56 IN HAYFIELD
 DK6973'GO 0.7 MI (1.1 KM) EAST ALONG TRUNK HIGHWAY 30 TO MILE POINT 203.30.
 DK6973'THE MARK IS 119.7 FT (36.5 M) SOUTHEAST OF THE SOUTHEAST CORNER OF
 DK6973'SACRED HEART CHURCH, 32.8 FT (10.0 M) NORTH OF TRUNK HIGHWAY 30, 17.6
 DK6973'FT (5.4 M) EAST OF AN ENTRANCE TO SACRED HEART CHURCH AND 1.0 FT (0.3
 DK6973'M) SOUTH OF ITS WITNESS POST.  THE MARK IS SET WITH A 3 FT (0.9 M) 3D
 DK6973'STABILIZING FIN-SLEEVE SURROUNDED BY A SIX INCH PVC PIPE BACKFILLED
 DK6973'WITH WASHED SAND.
 DK6973
 DK6973                          STATION RECOVERY (2013)
 DK6973
 DK6973'RECOVERY NOTE BY MN DEPT OF TRANSP 2013 (KMS)
 DK6973'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DK6975 ***********************************************************************
 DK6975  DESIGNATION -  2004 C
 DK6975  PID         -  DK6975
 DK6975  STATE/COUNTY-  MN/DODGE
 DK6975  COUNTRY     -  US
 DK6975  USGS QUAD   -  HAYFIELD (2019)
 DK6975
 DK6975                         *CURRENT SURVEY CONTROL
 DK6975  ______________________________________________________________________
 DK6975* NAD 83(1986) POSITION- 43 53 32.4    (N) 092 48 31.6    (W)   HD_HELD2
 DK6975* NAVD 88 ORTHO HEIGHT -   408.482 (meters)     1340.16  (feet) ADJUSTED
 DK6975  ______________________________________________________________________
 DK6975  GEOID HEIGHT    -        -29.627 (meters)                     GEOID18
 DK6975  DYNAMIC HEIGHT  -        408.389 (meters)     1339.86  (feet) COMP
 DK6975  MODELED GRAVITY -    980,378.3   (mgal)                       NAVD 88
 DK6975
 DK6975  VERT ORDER      -  SECOND    CLASS I
 DK6975
 DK6975.The horizontal coordinates were established by autonomous hand held GPS
 DK6975.observations and have an estimated accuracy of +/- 10 meters.
 DK6975
 DK6975.The orthometric height was determined by differential leveling and
 DK6975.adjusted by the NATIONAL GEODETIC SURVEY
 DK6975.in February 2009.
 DK6975
 DK6975.Significant digits in the geoid height do not necessarily reflect accuracy.
 DK6975.GEOID18 height accuracy estimate available here.
 DK6975
 DK6975.Click photographs - Photos may exist for this station.
 DK6975
 DK6975.The dynamic height is computed by dividing the NAVD 88
 DK6975.geopotential number by the normal gravity value computed on the
 DK6975.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK6975.degrees latitude (g = 980.6199 gals.).
 DK6975
 DK6975.The modeled gravity was interpolated from observed gravity values.
 DK6975
 DK6975;                    North         East    Units  Estimated Accuracy
 DK6975;SPC MN S     -   199,847.      895,711.      MT  (+/- 10 meters HH2 GPS)
 DK6975
 DK6975_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWJ1535859932(NAD 83)
 DK6975
 DK6975                          SUPERSEDED SURVEY CONTROL
 DK6975
 DK6975.No superseded survey control is available for this station.
 DK6975
 DK6975_MARKER: DD = SURVEY DISK
 DK6975_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 DK6975+WITH SETTING: INFORMATION.
 DK6975_STAMPING: 2004 C 2005
 DK6975_MARK LOGO: MNDT
 DK6975_PROJECTION: FLUSH
 DK6975_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DK6975_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DK6975_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DK6975+SATELLITE: SATELLITE OBSERVATIONS - December 13, 2005
 DK6975_ROD/PIPE-DEPTH: 3.0 meters
 DK6975
 DK6975  HISTORY     - Date     Condition        Report By
 DK6975  HISTORY     - 20051213 MONUMENTED       MNDT
 DK6975
 DK6975                          STATION DESCRIPTION
 DK6975
 DK6975'DESCRIBED BY MN DEPT OF TRANSP 2005
 DK6975'THE MARK IS LOCATED ABOUT 6.0 MI (9.7 KM) NORTH OF SARGEANT, 5.9 MI
 DK6975'(9.5 KM) NORTHEAST OF WALTHAM AND 2.0 MI (3.2 KM) EAST OF HAYFIELD.
 DK6975'
 DK6975'FROM THE JUNCTION OF TRUNK HIGHWAY 56 AND TRUNK HIGHWAY 30 IN HAYFIELD
 DK6975'GO 2.55 MI (4.1 KM) EAST ALONG TRUNK HIGHWAY 30 TO MILE POINT 205.15.
 DK6975'THE MARK IS 72 FT (21.9 M) NORTH OF TRUNK HIGHWAY 30, 11.5 FT (3.5 M)
 DK6975'EAST OF A FIELD ENTRANCE, 3.2 FT (1.0 M) SOUTH OF A FENCE CORNER AND
 DK6975'2.5 FT (0.8 M) SOUTH OF ITS WITNESS POST.  THE MARK IS SET WITH A 3 FT
 DK6975'(0.9 M) 3D STABILIZING FIN-SLEEVE SURROUNDED BY A SIX INCH PVC PIPE
 DK6975'BACKFILLED WITH WASHED SAND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DK6976 ***********************************************************************
 DK6976  DESIGNATION -  2004 D
 DK6976  PID         -  DK6976
 DK6976  STATE/COUNTY-  MN/DODGE
 DK6976  COUNTRY     -  US
 DK6976  USGS QUAD   -  HAYFIELD (2019)
 DK6976
 DK6976                         *CURRENT SURVEY CONTROL
 DK6976  ______________________________________________________________________
 DK6976* NAD 83(1986) POSITION- 43 53 30.90   (N) 092 46 44.47   (W)   HD_HELD1
 DK6976* NAVD 88 ORTHO HEIGHT -   409.347 (meters)     1343.00  (feet) ADJUSTED
 DK6976  ______________________________________________________________________
 DK6976  GEOID HEIGHT    -        -29.721 (meters)                     GEOID18
 DK6976  DYNAMIC HEIGHT  -        409.251 (meters)     1342.68  (feet) COMP
 DK6976  MODELED GRAVITY -    980,374.8   (mgal)                       NAVD 88
 DK6976
 DK6976  VERT ORDER      -  SECOND    CLASS I
 DK6976
 DK6976.The horizontal coordinates were determined by differentially corrected
 DK6976.hand held GPS observations or other comparable positioning techniques
 DK6976.and have an estimated accuracy of +/- 3 meters.
 DK6976
 DK6976.The orthometric height was determined by differential leveling and
 DK6976.adjusted by the NATIONAL GEODETIC SURVEY
 DK6976.in February 2009.
 DK6976
 DK6976.Significant digits in the geoid height do not necessarily reflect accuracy.
 DK6976.GEOID18 height accuracy estimate available here.
 DK6976
 DK6976.Click photographs - Photos may exist for this station.
 DK6976
 DK6976.The dynamic height is computed by dividing the NAVD 88
 DK6976.geopotential number by the normal gravity value computed on the
 DK6976.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK6976.degrees latitude (g = 980.6199 gals.).
 DK6976
 DK6976.The modeled gravity was interpolated from observed gravity values.
 DK6976
 DK6976;                    North         East    Units  Estimated Accuracy
 DK6976;SPC MN S     -   199,835.8     898,102.0     MT  (+/- 3 meters HH1 GPS) 
 DK6976
 DK6976_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWJ1774959892(NAD 83)
 DK6976
 DK6976                          SUPERSEDED SURVEY CONTROL
 DK6976
 DK6976.No superseded survey control is available for this station.
 DK6976
 DK6976_MARKER: DD = SURVEY DISK
 DK6976_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DK6976_STAMPING: 2004 D 2005
 DK6976_MARK LOGO: MNDT
 DK6976_PROJECTION: PROJECTING 3 CENTIMETERS
 DK6976_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DK6976_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DK6976_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DK6976+SATELLITE: SATELLITE OBSERVATIONS - April 13, 2021
 DK6976_ROD/PIPE-DEPTH: 6.1 meters
 DK6976
 DK6976  HISTORY     - Date     Condition        Report By
 DK6976  HISTORY     - 20051213 MONUMENTED       MNDT
 DK6976  HISTORY     - 20210413 GOOD             MNDT
 DK6976
 DK6976                          STATION DESCRIPTION
 DK6976
 DK6976'DESCRIBED BY MN DEPT OF TRANSP 2005
 DK6976'THE MARK IS LOCATED ABOUT 6.9 MI (11.1 KM) NORTHEAST OF WALTHAM, 6.1
 DK6976'MI (9.8 KM) NORTH OF SARGEANT AND 3.5 MI (5.6 KM) EAST OF HAYFIELD.
 DK6976'
 DK6976'FROM THE JUNCTION OF TRUNK HIGHWAY 30 AND TRUNK HIGHWAY 56 AT HAYFIELD
 DK6976'GO 4.10 MI (6.6 KM) EAST ALONG TRUNK HIGHWAY 30 TO MILE POINT 206.60.
 DK6976'THE MARK IS 71.7 FT (21.9 M) SOUTH OF TRUNK HIGHWAY 30, 48.7 FT (14.8
 DK6976'M) WEST OF 230TH AVENUE AND 1.0 FT (0.3 M) NORTH OF ITS WITNESS POST.
 DK6976'THE MARK IS SET WITH A 3 FT (0.9 M) 3D STABILIZING FIN-SLEEVE
 DK6976'SURROUNDED BY A SIX INCH PVC PIPE BACKFILLED WITH WASHED SAND.
 DK6976
 DK6976                          STATION RECOVERY (2021)
 DK6976
 DK6976'RECOVERY NOTE BY MN DEPT OF TRANSP 2021 (KMS)
 DK6976'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DK6978 ***********************************************************************
 DK6978  DESIGNATION -  2004 F
 DK6978  PID         -  DK6978
 DK6978  STATE/COUNTY-  MN/DODGE
 DK6978  COUNTRY     -  US
 DK6978  USGS QUAD   -  ROCK DELL (2019)
 DK6978
 DK6978                         *CURRENT SURVEY CONTROL
 DK6978  ______________________________________________________________________
 DK6978* NAD 83(1986) POSITION- 43 53 31.17   (N) 092 44 18.11   (W)   HD_HELD1
 DK6978* NAVD 88 ORTHO HEIGHT -   393.145 (meters)     1289.84  (feet) ADJUSTED
 DK6978  ______________________________________________________________________
 DK6978  GEOID HEIGHT    -        -29.834 (meters)                     GEOID18
 DK6978  DYNAMIC HEIGHT  -        393.052 (meters)     1289.54  (feet) COMP
 DK6978  MODELED GRAVITY -    980,371.8   (mgal)                       NAVD 88
 DK6978
 DK6978  VERT ORDER      -  SECOND    CLASS I
 DK6978
 DK6978.The horizontal coordinates were determined by differentially corrected
 DK6978.hand held GPS observations or other comparable positioning techniques
 DK6978.and have an estimated accuracy of +/- 3 meters.
 DK6978
 DK6978.The orthometric height was determined by differential leveling and
 DK6978.adjusted by the NATIONAL GEODETIC SURVEY
 DK6978.in February 2009.
 DK6978
 DK6978.Significant digits in the geoid height do not necessarily reflect accuracy.
 DK6978.GEOID18 height accuracy estimate available here.
 DK6978
 DK6978.Click photographs - Photos may exist for this station.
 DK6978
 DK6978.The dynamic height is computed by dividing the NAVD 88
 DK6978.geopotential number by the normal gravity value computed on the
 DK6978.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK6978.degrees latitude (g = 980.6199 gals.).
 DK6978
 DK6978.The modeled gravity was interpolated from observed gravity values.
 DK6978
 DK6978;                    North         East    Units  Estimated Accuracy
 DK6978;SPC MN S     -   199,893.7     901,368.2     MT  (+/- 3 meters HH1 GPS) 
 DK6978
 DK6978_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWJ2101459909(NAD 83)
 DK6978
 DK6978                          SUPERSEDED SURVEY CONTROL
 DK6978
 DK6978.No superseded survey control is available for this station.
 DK6978
 DK6978_MARKER: DD = SURVEY DISK
 DK6978_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DK6978_STAMPING: 2004 F 2005
 DK6978_MARK LOGO: MNDT
 DK6978_PROJECTION: FLUSH
 DK6978_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DK6978_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DK6978_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DK6978+SATELLITE: SATELLITE OBSERVATIONS - April 13, 2021
 DK6978_ROD/PIPE-DEPTH: 7.6 meters
 DK6978
 DK6978  HISTORY     - Date     Condition        Report By
 DK6978  HISTORY     - 20051213 MONUMENTED       MNDT
 DK6978  HISTORY     - 20210413 GOOD             MNDT
 DK6978
 DK6978                          STATION DESCRIPTION
 DK6978
 DK6978'DESCRIBED BY MN DEPT OF TRANSP 2005
 DK6978'THE MARK IS LOCATED ABOUT 6.8 MI (10.9 KM) NORTH-NORTHEAST OF
 DK6978'SARGEANT, 5.5 MI (8.8 KM) EAST OF HAYFIELD AND 5.4 MI (8.7 KM)
 DK6978'WEST-SOUTHWEST OF ROCK DELL.
 DK6978'
 DK6978'THE MARK IS IN OSLO, AT THE JUNCTION OF TRUNK HIGHWAY 30 AND COUNTY
 DK6978'ROAD 13, NEAR TRUNK HIGHWAY 30 MILE POINT 208.65.
 DK6978'
 DK6978'THE MARK IS 66.5 FT (20.3 M) EAST OF COUNTY ROAD 13, 55.2 FT (16.8 M)
 DK6978'SOUTH OF TRUNK HIGHWAY 30 AND 1.0 FT (0.3 M) NORTH OF ITS WITNESS
 DK6978'POST.  THE MARK IS SET WITH A 3 FT (0.9 M) 3D STABILIZING FIN-SLEEVE
 DK6978'SURROUNDED BY A SIX INCH PVC PIPE BACKFILLED WITH WASHED SAND.
 DK6978
 DK6978                          STATION RECOVERY (2021)
 DK6978
 DK6978'RECOVERY NOTE BY MN DEPT OF TRANSP 2021 (KMS)
 DK6978'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DK7055 ***********************************************************************
 DK7055  DESIGNATION -  2004 F 1
 DK7055  PID         -  DK7055
 DK7055  STATE/COUNTY-  MN/DODGE
 DK7055  COUNTRY     -  US
 DK7055  USGS QUAD   -  ROCK DELL (2019)
 DK7055
 DK7055                         *CURRENT SURVEY CONTROL
 DK7055  ______________________________________________________________________
 DK7055* NAD 83(1986) POSITION- 43 52 43.1    (N) 092 44 18.2    (W)   HD_HELD2
 DK7055* NAVD 88 ORTHO HEIGHT -   384.814 (meters)     1262.51  (feet) ADJUSTED
 DK7055  ______________________________________________________________________
 DK7055  GEOID HEIGHT    -        -29.828 (meters)                     GEOID18
 DK7055  DYNAMIC HEIGHT  -        384.723 (meters)     1262.21  (feet) COMP
 DK7055  MODELED GRAVITY -    980,370.3   (mgal)                       NAVD 88
 DK7055
 DK7055  VERT ORDER      -  SECOND    CLASS I
 DK7055
 DK7055.The horizontal coordinates were established by autonomous hand held GPS
 DK7055.observations and have an estimated accuracy of +/- 10 meters.
 DK7055
 DK7055.The orthometric height was determined by differential leveling and
 DK7055.adjusted by the NATIONAL GEODETIC SURVEY
 DK7055.in February 2009.
 DK7055
 DK7055.No vertical observational check was made to the station.
 DK7055
 DK7055.Significant digits in the geoid height do not necessarily reflect accuracy.
 DK7055.GEOID18 height accuracy estimate available here.
 DK7055
 DK7055.Click photographs - Photos may exist for this station.
 DK7055
 DK7055.The dynamic height is computed by dividing the NAVD 88
 DK7055.geopotential number by the normal gravity value computed on the
 DK7055.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK7055.degrees latitude (g = 980.6199 gals.).
 DK7055
 DK7055.The modeled gravity was interpolated from observed gravity values.
 DK7055
 DK7055;                    North         East    Units  Estimated Accuracy
 DK7055;SPC MN S     -   198,410.      901,389.      MT  (+/- 10 meters HH2 GPS)
 DK7055
 DK7055_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWJ2101758426(NAD 83)
 DK7055
 DK7055                          SUPERSEDED SURVEY CONTROL
 DK7055
 DK7055.No superseded survey control is available for this station.
 DK7055
 DK7055_MARKER: DV = VERTICAL CONTROL DISK
 DK7055_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DK7055_SP_SET: BRIDGE
 DK7055_STAMPING: 2004 F 1 2005
 DK7055_MARK LOGO: MNDT
 DK7055_MAGNETIC: N = NO MAGNETIC MATERIAL
 DK7055_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DK7055_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DK7055+SATELLITE: SATELLITE OBSERVATIONS - December 15, 2005
 DK7055
 DK7055  HISTORY     - Date     Condition        Report By
 DK7055  HISTORY     - 1987     MONUMENTED       MNDT
 DK7055  HISTORY     - 20051215 GOOD             MNDT
 DK7055
 DK7055                          STATION DESCRIPTION
 DK7055
 DK7055'DESCRIBED BY MN DEPT OF TRANSP 2005 (MPP)
 DK7055'THE MARK IS LOCATED ABOUT 6.0 MI (9.7 KM) NORTH-NORTHEAST OF SARGEANT,
 DK7055'5.8 MI (9.3 KM) WEST-SOUTHWEST OF ROCK DELL, 5.5 MI (8.8 KM) EAST OF
 DK7055'HAYFIELD AND 1.0 MI (1.6 KM) SOUTH OF OSLO.
 DK7055'
 DK7055'FROM THE JUNCTION OF COUNTY ROAD 13 AND TRUNK HIGHWAY 30 IN OSLO GO
 DK7055'0.95 MI (1.5 KM) SOUTH ALONG COUNTY ROAD 13.
 DK7055'
 DK7055'THE MARK IS 29.0 FT (8.8 M) EAST OF COUNTY ROAD 13 IN THE SOUTHEAST
 DK7055'CORNER OF BRIDGE NUMBER 20534 SPANNING A STREAM.  NOTE, THE DISK WAS
 DK7055'SET IN THE BRIDGE DURING ITS 1987 CONSTRUCTION THEN LATER LEVELED TO
 DK7055'AND STAMPED IN 2005.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DK7051 ***********************************************************************
 DK7051  DESIGNATION -  2004 G
 DK7051  PID         -  DK7051
 DK7051  STATE/COUNTY-  MN/DODGE
 DK7051  COUNTRY     -  US
 DK7051  USGS QUAD   -  ROCK DELL (2019)
 DK7051
 DK7051                         *CURRENT SURVEY CONTROL
 DK7051  ______________________________________________________________________
 DK7051* NAD 83(1986) POSITION- 43 53 32.5    (N) 092 43 07.5    (W)   HD_HELD2
 DK7051* NAVD 88 ORTHO HEIGHT -   395.530 (meters)     1297.67  (feet) ADJUSTED
 DK7051  ______________________________________________________________________
 DK7051  GEOID HEIGHT    -        -29.881 (meters)                     GEOID18
 DK7051  DYNAMIC HEIGHT  -        395.437 (meters)     1297.36  (feet) COMP
 DK7051  MODELED GRAVITY -    980,371.3   (mgal)                       NAVD 88
 DK7051
 DK7051  VERT ORDER      -  SECOND    CLASS I
 DK7051
 DK7051.The horizontal coordinates were established by autonomous hand held GPS
 DK7051.observations and have an estimated accuracy of +/- 10 meters.
 DK7051
 DK7051.The orthometric height was determined by differential leveling and
 DK7051.adjusted by the NATIONAL GEODETIC SURVEY
 DK7051.in February 2009.
 DK7051
 DK7051.Significant digits in the geoid height do not necessarily reflect accuracy.
 DK7051.GEOID18 height accuracy estimate available here.
 DK7051
 DK7051.Click photographs - Photos may exist for this station.
 DK7051
 DK7051.The dynamic height is computed by dividing the NAVD 88
 DK7051.geopotential number by the normal gravity value computed on the
 DK7051.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK7051.degrees latitude (g = 980.6199 gals.).
 DK7051
 DK7051.The modeled gravity was interpolated from observed gravity values.
 DK7051
 DK7051;                    North         East    Units  Estimated Accuracy
 DK7051;SPC MN S     -   199,959.      902,943.      MT  (+/- 10 meters HH2 GPS)
 DK7051
 DK7051_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWJ2258959956(NAD 83)
 DK7051
 DK7051                          SUPERSEDED SURVEY CONTROL
 DK7051
 DK7051.No superseded survey control is available for this station.
 DK7051
 DK7051_MARKER: DD = SURVEY DISK
 DK7051_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DK7051_STAMPING: 2004 G 2005
 DK7051_MARK LOGO: MNDT
 DK7051_PROJECTION: FLUSH
 DK7051_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DK7051_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DK7051_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DK7051+SATELLITE: SATELLITE OBSERVATIONS - December 13, 2005
 DK7051_ROD/PIPE-DEPTH: 6.1 meters
 DK7051
 DK7051  HISTORY     - Date     Condition        Report By
 DK7051  HISTORY     - 20051213 MONUMENTED       MNDT
 DK7051
 DK7051                          STATION DESCRIPTION
 DK7051
 DK7051'DESCRIBED BY MN DEPT OF TRANSP 2005
 DK7051'THE MARK IS LOCATED ABOUT 7.3 MI (11.7 KM) NORTHEAST OF SARGEANT, 6.4
 DK7051'MI (10.3 KM) EAST OF HAYFIELD, 4.5 MI (7.2 KM) WEST-SOUTHWEST OF ROCK
 DK7051'DELL AND 1.0 MI (1.6 KM) EAST OF OSLO.
 DK7051'
 DK7051'FROM THE JUNCTION OF TRUNK HIGHWAY 30 AND COUNTY ROAD 13 IN OSLO GO
 DK7051'EAST ALONG TRUNK HIGHWAY 30 TO MILE POINT 209.65.    THE MARK IS 68 FT
 DK7051'(20.7 M) NORTH OF TRUNK HIGHWAY 30, 62.9 FT (19.2 M) WEST OF 260TH
 DK7051'AVENUE AND 1.0 FT (0.3 M) SOUTH OF ITS WITNESS POST.  THE MARK IS SET
 DK7051'WITH A 3 FT (0.9 M) 3D STABILIZING FIN-SLEEVE SURROUNDED BY A SIX INCH
 DK7051'PVC PIPE BACKFILLED WITH WASHED SAND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DP7439 ***********************************************************************
 DP7439  DESIGNATION -  2005 F
 DP7439  PID         -  DP7439
 DP7439  STATE/COUNTY-  MN/DODGE
 DP7439  COUNTRY     -  US
 DP7439  USGS QUAD   -  HAYFIELD (2019)
 DP7439
 DP7439                         *CURRENT SURVEY CONTROL
 DP7439  ______________________________________________________________________
 DP7439* NAD 83(1986) POSITION- 43 53 05.38   (N) 092 51 32.56   (W)   HD_HELD1
 DP7439* NAVD 88 ORTHO HEIGHT -   402.542 (meters)     1320.67  (feet) ADJUSTED
 DP7439  ______________________________________________________________________
 DP7439  GEOID HEIGHT    -        -29.458 (meters)                     GEOID18
 DP7439  DYNAMIC HEIGHT  -        402.453 (meters)     1320.38  (feet) COMP
 DP7439  MODELED GRAVITY -    980,385.7   (mgal)                       NAVD 88
 DP7439
 DP7439  VERT ORDER      -  SECOND    CLASS I
 DP7439
 DP7439.The horizontal coordinates were determined by differentially corrected
 DP7439.hand held GPS observations or other comparable positioning techniques
 DP7439.and have an estimated accuracy of +/- 3 meters.
 DP7439
 DP7439.The orthometric height was determined by differential leveling and
 DP7439.adjusted by the NATIONAL GEODETIC SURVEY
 DP7439.in June 2015.
 DP7439
 DP7439.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP7439.GEOID18 height accuracy estimate available here.
 DP7439
 DP7439.Click photographs - Photos may exist for this station.
 DP7439
 DP7439.The dynamic height is computed by dividing the NAVD 88
 DP7439.geopotential number by the normal gravity value computed on the
 DP7439.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP7439.degrees latitude (g = 980.6199 gals.).
 DP7439
 DP7439.The modeled gravity was interpolated from observed gravity values.
 DP7439
 DP7439;                    North         East    Units  Estimated Accuracy
 DP7439;SPC MN S     -   198,955.4     891,683.7     MT  (+/- 3 meters HH1 GPS) 
 DP7439
 DP7439_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWJ1132259090(NAD 83)
 DP7439
 DP7439                          SUPERSEDED SURVEY CONTROL
 DP7439
 DP7439.No superseded survey control is available for this station.
 DP7439
 DP7439_MARKER: DB = BENCH MARK DISK
 DP7439_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DP7439_STAMPING: 2005 F 1971
 DP7439_MARK LOGO: MNHD
 DP7439_PROJECTION: FLUSH
 DP7439_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DP7439_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DP7439+STABILITY: SURFACE MOTION
 DP7439_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DP7439+SATELLITE: SATELLITE OBSERVATIONS - April 30, 2013
 DP7439
 DP7439  HISTORY     - Date     Condition        Report By
 DP7439  HISTORY     - 19710401 MONUMENTED       MNHD
 DP7439  HISTORY     - 20130430 GOOD             MNDT
 DP7439
 DP7439                          STATION DESCRIPTION
 DP7439
 DP7439'DESCRIBED BY MN DEPT OF TRANSP 2013 (KMS)
 DP7439'THE STATION IS LOCATED ABOUT 6.2 MI (10.0 KM) NORTH-NORTHWEST OF
 DP7439'SARGEANT, 4.5 MI (7.2 KM) NORTH-NORTHEAST OF WALTHAM AND 0.7 MI (1.1
 DP7439'KM) SOUTHWEST OF HAYFIELD.
 DP7439'
 DP7439'TO REACH THE MARK GO 0.5 MI (0.8 KM) SOUTH ALONG TRUNK HIGHWAY 56 FROM
 DP7439'THE JUNCTION OF TRUNK HIGHWAY 56 AND TRUNK HIGHWAY 30 IN HAYFIELD, AT
 DP7439'TRUNK HIGHWAY 56 MILE POINT 45.85, AT TRUNK HIGHWAY 56 STATION
 DP7439'1559+92.
 DP7439'
 DP7439'THE MARK IS LOCATED 101.0 FT (30.8 M) EAST OF TRUNK HIGHWAY 56, 71.0
 DP7439'FT (21.6 M) NORTH OF POWER POLE, 15.0 FT (4.6 M) NORTHWEST OF THE
 DP7439'NORTHWEST CORNER OF OPEN HEADSTONE, 9.0 FT (2.7 M) SOUTHWEST OF THE
 DP7439'SOUTHWEST CORNER OF HOOK HEADSTONE, 1.0 FT (0.3 M) WEST OF A WITNESS
 DP7439'POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DK7063 ***********************************************************************
 DK7063  DESIGNATION -  2005 F 1
 DK7063  PID         -  DK7063
 DK7063  STATE/COUNTY-  MN/DODGE
 DK7063  COUNTRY     -  US
 DK7063  USGS QUAD   -  HAYFIELD (2019)
 DK7063
 DK7063                         *CURRENT SURVEY CONTROL
 DK7063  ______________________________________________________________________
 DK7063* NAD 83(1986) POSITION- 43 53 21.18   (N) 092 51 32.61   (W)   HD_HELD1
 DK7063* NAVD 88 ORTHO HEIGHT -   396.739 (meters)     1301.63  (feet) ADJUSTED
 DK7063  ______________________________________________________________________
 DK7063  GEOID HEIGHT    -        -29.458 (meters)                     GEOID18
 DK7063  DYNAMIC HEIGHT  -        396.651 (meters)     1301.35  (feet) COMP
 DK7063  MODELED GRAVITY -    980,386.3   (mgal)                       NAVD 88
 DK7063
 DK7063  VERT ORDER      -  SECOND    CLASS I
 DK7063
 DK7063.The horizontal coordinates were determined by differentially corrected
 DK7063.hand held GPS observations or other comparable positioning techniques
 DK7063.and have an estimated accuracy of +/- 3 meters.
 DK7063
 DK7063.The orthometric height was determined by differential leveling and
 DK7063.adjusted by the NATIONAL GEODETIC SURVEY
 DK7063.in February 2009.
 DK7063
 DK7063.Significant digits in the geoid height do not necessarily reflect accuracy.
 DK7063.GEOID18 height accuracy estimate available here.
 DK7063
 DK7063.Click photographs - Photos may exist for this station.
 DK7063
 DK7063.The dynamic height is computed by dividing the NAVD 88
 DK7063.geopotential number by the normal gravity value computed on the
 DK7063.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK7063.degrees latitude (g = 980.6199 gals.).
 DK7063
 DK7063.The modeled gravity was interpolated from observed gravity values.
 DK7063
 DK7063;                    North         East    Units  Estimated Accuracy
 DK7063;SPC MN S     -   199,442.9     891,675.8     MT  (+/- 3 meters HH1 GPS) 
 DK7063
 DK7063_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWJ1132059578(NAD 83)
 DK7063
 DK7063                          SUPERSEDED SURVEY CONTROL
 DK7063
 DK7063.No superseded survey control is available for this station.
 DK7063
 DK7063_MARKER: DB = BENCH MARK DISK
 DK7063_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 DK7063_SP_SET: CULVERT
 DK7063_STAMPING: 2005 F 1 1978
 DK7063_MARK LOGO: MNHD
 DK7063_MAGNETIC: N = NO MAGNETIC MATERIAL
 DK7063_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DK7063+STABILITY: SURFACE MOTION
 DK7063_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DK7063+SATELLITE: SATELLITE OBSERVATIONS - April 25, 2013
 DK7063
 DK7063  HISTORY     - Date     Condition        Report By
 DK7063  HISTORY     - 1978     MONUMENTED       MNHD
 DK7063  HISTORY     - 20051215 GOOD             MNDT
 DK7063  HISTORY     - 20130425 GOOD             MNDT
 DK7063
 DK7063                          STATION DESCRIPTION
 DK7063
 DK7063'DESCRIBED BY MN DEPT OF TRANSP 2005 (MPP)
 DK7063'THE MARK IS LOCATED ABOUT 6.5 MI (10.5 KM) NORTH-NORTHWEST OF
 DK7063'SARGEANT, 4.7 MI (7.6 KM) NORTH OF WALTHAM AND 0.2 MI (0.3 KM)
 DK7063'SOUTHWEST OF HAYFIELD.
 DK7063'
 DK7063'THE MARK IS 0.2 MI (0.3 KM) SOUTH OF THE JUNCTION OF TRUNK HIGHWAY 30
 DK7063'AND TRUNK HIGHWAY 56 AT TRUNK HIGHWAY 56 MILE POINT 46.15.
 DK7063'
 DK7063'THE MARK IS 113 FT (34.4 M) SOUTHWEST OF A POWER POLE, 89 FT (27.1 M)
 DK7063'NORTHWEST OF A RIGHT-OF-WAY POST, 41 FT (12.5 M) EAST OF TRUNK HIGHWAY
 DK7063'56, IN SOUTHEAST CORNER OF A TRUNK HIGHWAY 56 BOX CULVERT.
 DK7063
 DK7063                          STATION RECOVERY (2013)
 DK7063
 DK7063'RECOVERY NOTE BY MN DEPT OF TRANSP 2013 (KMS)
 DK7063'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DF4766 ***********************************************************************
 DF4766  DESIGNATION -  2005 G
 DF4766  PID         -  DF4766
 DF4766  STATE/COUNTY-  MN/DODGE
 DF4766  COUNTRY     -  US
 DF4766  USGS QUAD   -  HAYFIELD (2019)
 DF4766
 DF4766                         *CURRENT SURVEY CONTROL
 DF4766  ______________________________________________________________________
 DF4766* NAD 83(2011) POSITION- 43 53 51.99488(N) 092 51 32.04937(W)   ADJUSTED
 DF4766* NAD 83(2011) ELLIP HT-   371.363 (meters)        (06/27/12)   ADJUSTED
 DF4766* NAD 83(2011) EPOCH   -  2010.00
 DF4766* NAVD 88 ORTHO HEIGHT -   400.832 (meters)     1315.06  (feet) ADJUSTED
 DF4766  ______________________________________________________________________
 DF4766  GEOID HEIGHT    -        -29.456 (meters)                     GEOID18
 DF4766  NAD 83(2011) X  -   -229,613.068 (meters)                     COMP
 DF4766  NAD 83(2011) Y  - -4,597,897.004 (meters)                     COMP
 DF4766  NAD 83(2011) Z  -  4,400,171.669 (meters)                     COMP
 DF4766  LAPLACE CORR    -         -8.55  (seconds)                    DEFLEC18
 DF4766  DYNAMIC HEIGHT  -        400.744 (meters)     1314.77  (feet) COMP
 DF4766  MODELED GRAVITY -    980,387.4   (mgal)                       NAVD 88
 DF4766
 DF4766  VERT ORDER      -  SECOND    CLASS I
 DF4766
 DF4766  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DF4766  Standards:
 DF4766         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DF4766            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DF4766  -------------------------------------------------------------------
 DF4766  NETWORK    0.92   0.80           0.43   0.30   0.41      0.02621242
 DF4766  -------------------------------------------------------------------
 DF4766  Click here for local accuracies and other accuracy information.
 DF4766
 DF4766.The horizontal coordinates were established by GPS observations
 DF4766.and adjusted by the National Geodetic Survey in June 2012.
 DF4766
 DF4766.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DF4766.been affixed to the stable North American tectonic plate. See 
 DF4766.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DF4766
 DF4766.The horizontal coordinates are valid at the epoch date displayed above
 DF4766.which is a decimal equivalence of Year/Month/Day.
 DF4766
 DF4766.The orthometric height was determined by differential leveling and
 DF4766.adjusted by the NATIONAL GEODETIC SURVEY
 DF4766.in February 2009.
 DF4766
 DF4766.No vertical observational check was made to the station.
 DF4766
 DF4766.Significant digits in the geoid height do not necessarily reflect accuracy.
 DF4766.GEOID18 height accuracy estimate available here.
 DF4766
 DF4766.Click photographs - Photos may exist for this station.
 DF4766
 DF4766.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DF4766
 DF4766.The Laplace correction was computed from DEFLEC18 derived deflections.
 DF4766
 DF4766.The ellipsoidal height was determined by GPS observations
 DF4766.and is referenced to NAD 83.
 DF4766
 DF4766.The dynamic height is computed by dividing the NAVD 88
 DF4766.geopotential number by the normal gravity value computed on the
 DF4766.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DF4766.degrees latitude (g = 980.6199 gals.).
 DF4766
 DF4766.The modeled gravity was interpolated from observed gravity values.
 DF4766
 DF4766. The following values were computed from the NAD 83(2011) position.
 DF4766
 DF4766;                    North         East     Units Scale Factor Converg.
 DF4766;SPC MN S     -   200,394.071   891,675.000   MT  0.99997717   +0 47 59.4
 DF4766;SPC MN S     -   657,459.55  2,925,437.06   sFT  0.99997717   +0 47 59.4
 DF4766;UTM  15      - 4,860,528.862   511,331.763   MT  0.99960158   +0 05 52.2
 DF4766
 DF4766!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF4766!SPC MN S     -   0.99994177  x   0.99997717  =   0.99991894
 DF4766!UTM  15      -   0.99994177  x   0.99960158  =   0.99954337
 DF4766
 DF4766_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWJ1133160528(NAD 83)
 DF4766
 DF4766                          SUPERSEDED SURVEY CONTROL
 DF4766
 DF4766  NAD 83(2007)-  43 53 51.99504(N)    092 51 32.05025(W) AD(2002.00) 0
 DF4766  ELLIP H (02/10/07)  371.387  (m)                       GP(2002.00)    
 DF4766  NAD 83(1996)-  43 53 51.99448(N)    092 51 32.04951(W) AD(       ) 1
 DF4766  ELLIP H (04/02/03)  371.442  (m)                       GP(       ) 3 2
 DF4766  NAVD 88 (04/02/03)  400.8    (m)  GEOID99  model used  GPS OBS        
 DF4766
 DF4766.Superseded values are not recommended for survey control.
 DF4766
 DF4766.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF4766.See file dsdata.pdf to determine how the superseded data were derived.
 DF4766
 DF4766_MARKER: DB = BENCH MARK DISK
 DF4766_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 DF4766_STAMPING: 2005 G 1971
 DF4766_MARK LOGO: MNHD
 DF4766_PROJECTION: FLUSH
 DF4766_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 DF4766_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DF4766_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF4766+SATELLITE: SATELLITE OBSERVATIONS - April 13, 2021
 DF4766
 DF4766  HISTORY     - Date     Condition        Report By
 DF4766  HISTORY     - 1971     MONUMENTED       MNHD
 DF4766  HISTORY     - 20000401 GOOD             MNDT
 DF4766  HISTORY     - 20051214 GOOD             MNDT
 DF4766  HISTORY     - 20130425 GOOD             MNDT
 DF4766  HISTORY     - 20210413 GOOD             MNDT
 DF4766
 DF4766                          STATION DESCRIPTION
 DF4766
 DF4766'DESCRIBED BY MN DEPT OF TRANSP 2000 (DKH)
 DF4766'THE MARK WAS RECOVERED 0.5 MI (0.8 KM) NW OF HAYFIELD, 0.4 MI (0.6 KM)
 DF4766'NORTH OF JCT OF TH 56 AND TH 30, 153 FT (46.6 M) SOUTH OF P-POLE, 103
 DF4766'FT (31.4 M) SOUTH OF R/W POST, 71 FT (21.6 M) EAST OF TH 56, 11 FT
 DF4766'(3.4 M) NORTH OF P-POLE, 0.6 FT (18.3 CM) WEST OF WIT POST, AT TH 56
 DF4766'STA 19+78
 DF4766
 DF4766                          STATION RECOVERY (2005)
 DF4766
 DF4766'RECOVERY NOTE BY MN DEPT OF TRANSP 2005 (MPP)
 DF4766'THE MARK IS LOCATED ABOUT 7.0 MI (11.3 KM) NORTH-NORTHWEST OF
 DF4766'SARGEANT, 5.3 MI (8.5 KM) NORTH OF WALTHAM AND 0.5 MI (0.8 KM)
 DF4766'NORTHWEST OF HAYFIELD.
 DF4766'
 DF4766'FROM THE JUNCTION OF TRUNK HIGHWAY 30 AND TRUNK HIGHWAY 56 GO 0.4 MI
 DF4766'(0.6 KM) NORTH TO TRUNK HIGHWAY 56 MILE POINT 46.25 AND STATION 19+78.
 DF4766'THE MARK IS 71.5 FT (21.8 M) SOUTH OF A POWER POLE, 71 FT (21.6 M)
 DF4766'EAST OF TRUNK HIGHWAY 56 AND 2.2 FT (0.7 M) WEST OF ITS WITNESS POST.
 DF4766
 DF4766                          STATION RECOVERY (2013)
 DF4766
 DF4766'RECOVERY NOTE BY MN DEPT OF TRANSP 2013 (KMS)
 DF4766'RECOVERED AS DESCRIBED.
 DF4766
 DF4766                          STATION RECOVERY (2021)
 DF4766
 DF4766'RECOVERY NOTE BY MN DEPT OF TRANSP 2021 (KMS)
 DF4766'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DP7427 ***********************************************************************
 DP7427  DESIGNATION -  2005 H
 DP7427  PID         -  DP7427
 DP7427  STATE/COUNTY-  MN/DODGE
 DP7427  COUNTRY     -  US
 DP7427  USGS QUAD   -  DODGE CENTER (2019)
 DP7427
 DP7427                         *CURRENT SURVEY CONTROL
 DP7427  ______________________________________________________________________
 DP7427* NAD 83(1986) POSITION- 44 01 01.00   (N) 092 51 33.76   (W)   HD_HELD1
 DP7427* NAVD 88 ORTHO HEIGHT -   398.570 (meters)     1307.64  (feet) ADJUSTED
 DP7427  ______________________________________________________________________
 DP7427  GEOID HEIGHT    -        -29.410 (meters)                     GEOID18
 DP7427  DYNAMIC HEIGHT  -        398.488 (meters)     1307.37  (feet) COMP
 DP7427  MODELED GRAVITY -    980,401.0   (mgal)                       NAVD 88
 DP7427
 DP7427  VERT ORDER      -  SECOND    CLASS I
 DP7427
 DP7427.The horizontal coordinates were determined by differentially corrected
 DP7427.hand held GPS observations or other comparable positioning techniques
 DP7427.and have an estimated accuracy of +/- 3 meters.
 DP7427
 DP7427.The orthometric height was determined by differential leveling and
 DP7427.adjusted by the NATIONAL GEODETIC SURVEY
 DP7427.in June 2015.
 DP7427
 DP7427.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP7427.GEOID18 height accuracy estimate available here.
 DP7427
 DP7427.Click photographs - Photos may exist for this station.
 DP7427
 DP7427.The dynamic height is computed by dividing the NAVD 88
 DP7427.geopotential number by the normal gravity value computed on the
 DP7427.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP7427.degrees latitude (g = 980.6199 gals.).
 DP7427
 DP7427.The modeled gravity was interpolated from observed gravity values.
 DP7427
 DP7427;                    North         East    Units  Estimated Accuracy
 DP7427;SPC MN S     -   213,632.7     891,452.1     MT  (+/- 3 meters HH1 GPS) 
 DP7427
 DP7427_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWJ1127173764(NAD 83)
 DP7427
 DP7427                          SUPERSEDED SURVEY CONTROL
 DP7427
 DP7427.No superseded survey control is available for this station.
 DP7427
 DP7427_MARKER: F = FLANGE-ENCASED ROD
 DP7427_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DP7427_STAMPING: 2005 H 2013
 DP7427_MARK LOGO: MNDT
 DP7427_PROJECTION: RECESSED 5 CENTIMETERS
 DP7427_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DP7427_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DP7427_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP7427+SATELLITE: SATELLITE OBSERVATIONS - April 10, 2023
 DP7427_ROD/PIPE-DEPTH: 8.8 meters
 DP7427
 DP7427  HISTORY     - Date     Condition        Report By
 DP7427  HISTORY     - 20130619 MONUMENTED       MNDT
 DP7427  HISTORY     - 20210413 GOOD             MNDT
 DP7427  HISTORY     - 20230410 GOOD             MNDT
 DP7427
 DP7427                          STATION DESCRIPTION
 DP7427
 DP7427'DESCRIBED BY MN DEPT OF TRANSP 2013
 DP7427'THE STATION IS LOCATED ABOUT 8.7 MI (14.0 KM) NORTH OF HAYFIELD, 7.1
 DP7427'MI (11.4 KM) EAST-SOUTHEAST OF CLAREMONT AND 0.8 MI (1.3 KM)
 DP7427'SOUTH-SOUTHWEST OF DODGE CENTER.
 DP7427'
 DP7427'TO REACH THE MARK GO 0.1 MI (0.2 KM) SOUTH ALONG TRUNK HIGHWAY 56 FROM
 DP7427'THE JUNCTION OF TRUNK HIGHWAY 56 AND TRUNK HIGHWAY 14 (JUNCTION IS 1.0
 DP7427'MI (1.6 KM) SOUTH OF DODGE CENTER), AT TRUNK HIGHWAY 56 MILE POINT
 DP7427'55.0.
 DP7427'
 DP7427'THE MARK IS LOCATED 34.1 FT (10.4 M) WEST OF TRUNK HIGHWAY 56, 66.4 FT
 DP7427'(20.2 M) SOUTH-SOUTHWEST OF MILEPOST 55, 1.5 FT (0.5 M) EAST OF A
 DP7427'WITNESS POST.
 DP7427'
 DP7427'NOTE - THE STATION STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER
 DP7427'ALUMINUM ROD DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION
 DP7427'REMOVABLE DISK SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY
 DP7427'A SIX-INCH PVC PIPE BACK FILLED WITH WASHED SAND.
 DP7427
 DP7427                          STATION RECOVERY (2021)
 DP7427
 DP7427'RECOVERY NOTE BY MN DEPT OF TRANSP 2021 (KMS)
 DP7427'RECOVERED IN GOOD CONDITION.
 DP7427
 DP7427                          STATION RECOVERY (2023)
 DP7427
 DP7427'RECOVERY NOTE BY MN DEPT OF TRANSP 2023 (KMS)
 DP7427'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DP7428 ***********************************************************************
 DP7428  DESIGNATION -  2005 J
 DP7428  PID         -  DP7428
 DP7428  STATE/COUNTY-  MN/DODGE
 DP7428  COUNTRY     -  US
 DP7428  USGS QUAD   -  DODGE CENTER (2019)
 DP7428
 DP7428                         *CURRENT SURVEY CONTROL
 DP7428  ______________________________________________________________________
 DP7428* NAD 83(1986) POSITION- 44 00 19.49   (N) 092 51 33.36   (W)   HD_HELD1
 DP7428* NAVD 88 ORTHO HEIGHT -   390.074 (meters)     1279.77  (feet) ADJUSTED
 DP7428  ______________________________________________________________________
 DP7428  GEOID HEIGHT    -        -29.415 (meters)                     GEOID18
 DP7428  DYNAMIC HEIGHT  -        389.993 (meters)     1279.50  (feet) COMP
 DP7428  MODELED GRAVITY -    980,399.2   (mgal)                       NAVD 88
 DP7428
 DP7428  VERT ORDER      -  SECOND    CLASS I
 DP7428
 DP7428.The horizontal coordinates were determined by differentially corrected
 DP7428.hand held GPS observations or other comparable positioning techniques
 DP7428.and have an estimated accuracy of +/- 3 meters.
 DP7428
 DP7428.The orthometric height was determined by differential leveling and
 DP7428.adjusted by the NATIONAL GEODETIC SURVEY
 DP7428.in June 2015.
 DP7428
 DP7428.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP7428.GEOID18 height accuracy estimate available here.
 DP7428
 DP7428.Click photographs - Photos may exist for this station.
 DP7428
 DP7428.The dynamic height is computed by dividing the NAVD 88
 DP7428.geopotential number by the normal gravity value computed on the
 DP7428.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP7428.degrees latitude (g = 980.6199 gals.).
 DP7428
 DP7428.The modeled gravity was interpolated from observed gravity values.
 DP7428
 DP7428;                    North         East    Units  Estimated Accuracy
 DP7428;SPC MN S     -   212,351.9     891,478.9     MT  (+/- 3 meters HH1 GPS) 
 DP7428
 DP7428_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWJ1128272483(NAD 83)
 DP7428
 DP7428                          SUPERSEDED SURVEY CONTROL
 DP7428
 DP7428.No superseded survey control is available for this station.
 DP7428
 DP7428_MARKER: F = FLANGE-ENCASED ROD
 DP7428_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DP7428_STAMPING: 2005 J 2013
 DP7428_MARK LOGO: MNDT
 DP7428_PROJECTION: FLUSH
 DP7428_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DP7428_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DP7428_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP7428+SATELLITE: SATELLITE OBSERVATIONS - April 10, 2023
 DP7428_ROD/PIPE-DEPTH: 5.8 meters
 DP7428
 DP7428  HISTORY     - Date     Condition        Report By
 DP7428  HISTORY     - 20130619 MONUMENTED       MNDT
 DP7428  HISTORY     - 20230410 GOOD             MNDT
 DP7428
 DP7428                          STATION DESCRIPTION
 DP7428
 DP7428'DESCRIBED BY MN DEPT OF TRANSP 2013
 DP7428'THE STATION IS LOCATED ABOUT 8.0 MI (12.9 KM) NORTH OF HAYFIELD, 7.4
 DP7428'MI (11.9 KM) EAST-SOUTHEAST OF CLAREMONT AND 1.6 MI (2.6 KM) SOUTH OF
 DP7428'DODGE CENTER.
 DP7428'
 DP7428'TO REACH THE MARK GO 0.9 MI (1.4 KM) SOUTH ALONG TRUNK HIGHWAY 56 FROM
 DP7428'THE JUNCTION OF TRUNK HIGHWAY 56 AND TRUNK HIGHWAY 14 (JUNCTION IS 1.0
 DP7428'MI (1.6 KM) SOUTH OF DODGE CENTER), AT TRUNK HIGHWAY 56 MILE POINT
 DP7428'54.15.
 DP7428'
 DP7428'THE MARK IS LOCATED 84.4 FT (25.7 M) WEST OF TRUNK HIGHWAY 56, 38.1 FT
 DP7428'(11.6 M) NORTH OF A FIELD ENTRANCE, 1.5 FT (0.5 M) SOUTH OF A WITNESS
 DP7428'POST.
 DP7428'
 DP7428'NOTE - THE STATION STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER
 DP7428'ALUMINUM ROD DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION
 DP7428'REMOVABLE DISK SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY
 DP7428'A SIX-INCH PVC PIPE BACK FILLED WITH WASHED SAND.
 DP7428
 DP7428                          STATION RECOVERY (2023)
 DP7428
 DP7428'RECOVERY NOTE BY MN DEPT OF TRANSP 2023 (KMS)
 DP7428'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DP7431 ***********************************************************************
 DP7431  DESIGNATION -  2005 K
 DP7431  PID         -  DP7431
 DP7431  STATE/COUNTY-  MN/DODGE
 DP7431  COUNTRY     -  US
 DP7431  USGS QUAD   -  HAYFIELD (2019)
 DP7431
 DP7431                         *CURRENT SURVEY CONTROL
 DP7431  ______________________________________________________________________
 DP7431* NAD 83(1986) POSITION- 43 58 25.82   (N) 092 51 34.94   (W)   HD_HELD1
 DP7431* NAVD 88 ORTHO HEIGHT -   401.147 (meters)     1316.10  (feet) ADJUSTED
 DP7431  ______________________________________________________________________
 DP7431  GEOID HEIGHT    -        -29.425 (meters)                     GEOID18
 DP7431  DYNAMIC HEIGHT  -        401.063 (meters)     1315.82  (feet) COMP
 DP7431  MODELED GRAVITY -    980,397.4   (mgal)                       NAVD 88
 DP7431
 DP7431  VERT ORDER      -  SECOND    CLASS I
 DP7431
 DP7431.The horizontal coordinates were determined by differentially corrected
 DP7431.hand held GPS observations or other comparable positioning techniques
 DP7431.and have an estimated accuracy of +/- 3 meters.
 DP7431
 DP7431.The orthometric height was determined by differential leveling and
 DP7431.adjusted by the NATIONAL GEODETIC SURVEY
 DP7431.in June 2015.
 DP7431
 DP7431.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP7431.GEOID18 height accuracy estimate available here.
 DP7431
 DP7431.Click photographs - Photos may exist for this station.
 DP7431
 DP7431.The dynamic height is computed by dividing the NAVD 88
 DP7431.geopotential number by the normal gravity value computed on the
 DP7431.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP7431.degrees latitude (g = 980.6199 gals.).
 DP7431
 DP7431.The modeled gravity was interpolated from observed gravity values.
 DP7431
 DP7431;                    North         East    Units  Estimated Accuracy
 DP7431;SPC MN S     -   208,843.5     891,492.6     MT  (+/- 3 meters HH1 GPS) 
 DP7431
 DP7431_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWJ1125268976(NAD 83)
 DP7431
 DP7431                          SUPERSEDED SURVEY CONTROL
 DP7431
 DP7431.No superseded survey control is available for this station.
 DP7431
 DP7431_MARKER: F = FLANGE-ENCASED ROD
 DP7431_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DP7431_STAMPING: 2005 K 2013
 DP7431_MARK LOGO: MNDT
 DP7431_PROJECTION: FLUSH
 DP7431_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DP7431_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DP7431_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP7431+SATELLITE: SATELLITE OBSERVATIONS - June 19, 2013
 DP7431_ROD/PIPE-DEPTH: 6.1 meters
 DP7431
 DP7431  HISTORY     - Date     Condition        Report By
 DP7431  HISTORY     - 20130619 MONUMENTED       MNDT
 DP7431
 DP7431                          STATION DESCRIPTION
 DP7431
 DP7431'DESCRIBED BY MN DEPT OF TRANSP 2013
 DP7431'THE STATION IS LOCATED ABOUT 8.4 MI (13.5 KM) SOUTHEAST OF CLAREMONT,
 DP7431'5.8 MI (9.3 KM) NORTH OF HAYFIELD AND 3.8 MI (6.1 KM) SOUTH OF DODGE
 DP7431'CENTER.
 DP7431'
 DP7431'TO REACH THE MARK GO 3.05 MI (4.9 KM) SOUTH ALONG TRUNK HIGHWAY 56
 DP7431'FROM THE JUNCTION OF TRUNK HIGHWAY 56 AND TRUNK HIGHWAY 14 (JUNCTION
 DP7431'IS 1.0 MI (1.6 KM) SOUTH OF DODGE CENTER), AT TRUNK HIGHWAY 56 MILE
 DP7431'POINT 52.0.
 DP7431'
 DP7431'THE MARK IS LOCATED 74.3 FT (22.6 M) WEST OF TRUNK HIGHWAY 56, 109.7
 DP7431'FT (33.4 M) SOUTH OF A FIELD ENTRANCE, 5.5 FT (1.7 M) EAST OF
 DP7431'RIGHT-OF-WAY POST, 1.5 FT (0.5 M) SOUTH OF A WITNESS POST.
 DP7431'
 DP7431'NOTE - THE STATION STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER
 DP7431'ALUMINUM ROD DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION
 DP7431'REMOVABLE DISK SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY
 DP7431'A SIX-INCH PVC PIPE BACK FILLED WITH WASHED SAND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DP7432 ***********************************************************************
 DP7432  DESIGNATION -  2005 L
 DP7432  PID         -  DP7432
 DP7432  STATE/COUNTY-  MN/DODGE
 DP7432  COUNTRY     -  US
 DP7432  USGS QUAD   -  HAYFIELD (2019)
 DP7432
 DP7432                         *CURRENT SURVEY CONTROL
 DP7432  ______________________________________________________________________
 DP7432* NAD 83(1986) POSITION- 43 57 33.88   (N) 092 51 33.04   (W)   HD_HELD1
 DP7432* NAVD 88 ORTHO HEIGHT -   403.759 (meters)     1324.67  (feet) ADJUSTED
 DP7432  ______________________________________________________________________
 DP7432  GEOID HEIGHT    -        -29.434 (meters)                     GEOID18
 DP7432  DYNAMIC HEIGHT  -        403.674 (meters)     1324.39  (feet) COMP
 DP7432  MODELED GRAVITY -    980,395.5   (mgal)                       NAVD 88
 DP7432
 DP7432  VERT ORDER      -  SECOND    CLASS I
 DP7432
 DP7432.The horizontal coordinates were determined by differentially corrected
 DP7432.hand held GPS observations or other comparable positioning techniques
 DP7432.and have an estimated accuracy of +/- 3 meters.
 DP7432
 DP7432.The orthometric height was determined by differential leveling and
 DP7432.adjusted by the NATIONAL GEODETIC SURVEY
 DP7432.in June 2015.
 DP7432
 DP7432.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP7432.GEOID18 height accuracy estimate available here.
 DP7432
 DP7432.Click photographs - Photos may exist for this station.
 DP7432
 DP7432.The dynamic height is computed by dividing the NAVD 88
 DP7432.geopotential number by the normal gravity value computed on the
 DP7432.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP7432.degrees latitude (g = 980.6199 gals.).
 DP7432
 DP7432.The modeled gravity was interpolated from observed gravity values.
 DP7432
 DP7432;                    North         East    Units  Estimated Accuracy
 DP7432;SPC MN S     -   207,241.2     891,557.3     MT  (+/- 3 meters HH1 GPS) 
 DP7432
 DP7432_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWJ1129767374(NAD 83)
 DP7432
 DP7432                          SUPERSEDED SURVEY CONTROL
 DP7432
 DP7432.No superseded survey control is available for this station.
 DP7432
 DP7432_MARKER: F = FLANGE-ENCASED ROD
 DP7432_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DP7432_STAMPING: 2005 L 2013
 DP7432_MARK LOGO: MNDT
 DP7432_PROJECTION: FLUSH
 DP7432_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DP7432_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DP7432_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP7432+SATELLITE: SATELLITE OBSERVATIONS - April 13, 2021
 DP7432_ROD/PIPE-DEPTH: 5.2 meters
 DP7432
 DP7432  HISTORY     - Date     Condition        Report By
 DP7432  HISTORY     - 20130619 MONUMENTED       MNDT
 DP7432  HISTORY     - 20210413 GOOD             MNDT
 DP7432
 DP7432                          STATION DESCRIPTION
 DP7432
 DP7432'DESCRIBED BY MN DEPT OF TRANSP 2013
 DP7432'THE STATION IS LOCATED ABOUT 9.1 MI (14.6 KM) SOUTHEAST OF CLAREMONT,
 DP7432'4.8 MI (7.7 KM) NORTH OF HAYFIELD AND 4.7 MI (7.6 KM) SOUTH OF DODGE
 DP7432'CENTER.
 DP7432'
 DP7432'TO REACH THE MARK GO 4.05 MI (6.5 KM) SOUTH ALONG TRUNK HIGHWAY 56
 DP7432'FROM THE JUNCTION OF TRUNK HIGHWAY 56 AND TRUNK HIGHWAY 14 (JUNCTION
 DP7432'IS 1.0 MI (1.6 KM) SOUTH OF DODGE CENTER), AT TRUNK HIGHWAY 56 MILE
 DP7432'POINT 51.0.
 DP7432'
 DP7432'THE MARK IS LOCATED 62.4 FT (19.0 M) EAST OF TRUNK HIGHWAY 56, 21.6 FT
 DP7432'(6.6 M) NORTH OF A FIELD ENTRANCE, 37.5 FT (11.4 M) EAST OF MILEPOST
 DP7432'51, 1.5 FT (0.5 M) NORTH OF A WITNESS POST.
 DP7432'
 DP7432'NOTE - THE STATION STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER
 DP7432'ALUMINUM ROD DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION
 DP7432'REMOVABLE DISK SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY
 DP7432'A SIX-INCH PVC PIPE BACK FILLED WITH WASHED SAND.
 DP7432
 DP7432                          STATION RECOVERY (2021)
 DP7432
 DP7432'RECOVERY NOTE BY MN DEPT OF TRANSP 2021 (KMS)
 DP7432'4.65 MI (7.48 KM) SOUTH OF DODGE CENTER, 4.05 MI (6.52 KM) SOUTH ALONG
 DP7432'TRUNK HIGHWAY 56 FROM THE JUNCTION OF TRUNK HIGHWAY 56 AND TRUNK
 DP7432'HIGHWAY 14 (THE JUNCTION IS 1.0 MI (1.6 KM) SOUTH OF DODGE CENTER), AT
 DP7432'TRUNK HIGHWAY 56 MILE POINT 51.0, 62.4 FT (19.0 M) EAST OF TRUNK
 DP7432'HIGHWAY 56, 21.6 FT (6.6 M) NORTH OF A FIELD ENTRANCE, 37.5 FT (11.4
 DP7432'M) EAST OF MILEPOST 51, 1.5 FT (0.5 M) SOUTH OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DP7435 ***********************************************************************
 DP7435  DESIGNATION -  2005 M
 DP7435  PID         -  DP7435
 DP7435  STATE/COUNTY-  MN/DODGE
 DP7435  COUNTRY     -  US
 DP7435  USGS QUAD   -  HAYFIELD (2019)
 DP7435
 DP7435                         *CURRENT SURVEY CONTROL
 DP7435  ______________________________________________________________________
 DP7435* NAD 83(1986) POSITION- 43 55 49.63   (N) 092 51 33.77   (W)   HD_HELD1
 DP7435* NAVD 88 ORTHO HEIGHT -   411.048 (meters)     1348.58  (feet) ADJUSTED
 DP7435  ______________________________________________________________________
 DP7435  GEOID HEIGHT    -        -29.444 (meters)                     GEOID18
 DP7435  DYNAMIC HEIGHT  -        410.960 (meters)     1348.29  (feet) COMP
 DP7435  MODELED GRAVITY -    980,391.8   (mgal)                       NAVD 88
 DP7435
 DP7435  VERT ORDER      -  SECOND    CLASS I
 DP7435
 DP7435.The horizontal coordinates were determined by differentially corrected
 DP7435.hand held GPS observations or other comparable positioning techniques
 DP7435.and have an estimated accuracy of +/- 3 meters.
 DP7435
 DP7435.The orthometric height was determined by differential leveling and
 DP7435.adjusted by the NATIONAL GEODETIC SURVEY
 DP7435.in June 2015.
 DP7435
 DP7435.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP7435.GEOID18 height accuracy estimate available here.
 DP7435
 DP7435.Click photographs - Photos may exist for this station.
 DP7435
 DP7435.The dynamic height is computed by dividing the NAVD 88
 DP7435.geopotential number by the normal gravity value computed on the
 DP7435.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP7435.degrees latitude (g = 980.6199 gals.).
 DP7435
 DP7435.The modeled gravity was interpolated from observed gravity values.
 DP7435
 DP7435;                    North         East    Units  Estimated Accuracy
 DP7435;SPC MN S     -   204,023.8     891,585.9     MT  (+/- 3 meters HH1 GPS) 
 DP7435
 DP7435_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWJ1128764158(NAD 83)
 DP7435
 DP7435                          SUPERSEDED SURVEY CONTROL
 DP7435
 DP7435.No superseded survey control is available for this station.
 DP7435
 DP7435_MARKER: F = FLANGE-ENCASED ROD
 DP7435_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DP7435_STAMPING: 2005 M 2013
 DP7435_MARK LOGO: MNDT
 DP7435_PROJECTION: FLUSH
 DP7435_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DP7435_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DP7435_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP7435+SATELLITE: SATELLITE OBSERVATIONS - April 13, 2021
 DP7435_ROD/PIPE-DEPTH: 8.8 meters
 DP7435
 DP7435  HISTORY     - Date     Condition        Report By
 DP7435  HISTORY     - 20130619 MONUMENTED       MNDT
 DP7435  HISTORY     - 20210413 GOOD             MNDT
 DP7435
 DP7435                          STATION DESCRIPTION
 DP7435
 DP7435'DESCRIBED BY MN DEPT OF TRANSP 2013
 DP7435'THE STATION IS LOCATED ABOUT 7.6 MI (12.2 KM) NORTH OF WALTHAM, 6.7 MI
 DP7435'(10.8 KM) SOUTH OF DODGE CENTER AND 2.8 MI (4.5 KM) NORTH-NORTHWEST OF
 DP7435'HAYFIELD.
 DP7435'
 DP7435'TO REACH THE MARK GO 2.7 MI (4.3 KM) NORTH OF HAYFIELD, 2.6 MI (4.2
 DP7435'KM) NORTH ALONG TRUNK HIGHWAY 56 FROM THE JUNCTION OF TRUNK HIGHWAY 56
 DP7435'AND TRUNK HIGHWAY 30 IN HAYFIELD, AT TRUNK HIGHWAY 56 MILE POINT
 DP7435'49.05.
 DP7435'
 DP7435'THE MARK IS LOCATED 53.6 FT (16.3 M) WEST OF TRUNK HIGHWAY 56, 52.3 FT
 DP7435'(15.9 M) NORTH OF A FIELD ENTRANCE, 1.5 FT (0.5 M) EAST OF A WITNESS
 DP7435'POST.
 DP7435'
 DP7435'NOTE - THE STATION STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER
 DP7435'ALUMINUM ROD DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION
 DP7435'REMOVABLE DISK SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY
 DP7435'A SIX-INCH PVC PIPE BACK FILLED WITH WASHED SAND.
 DP7435
 DP7435                          STATION RECOVERY (2021)
 DP7435
 DP7435'RECOVERY NOTE BY MN DEPT OF TRANSP 2021 (KMS)
 DP7435'2.7 MI (4.3 KM) NORTH OF HAYFIELD, 2.6 MI (4.2 KM) NORTH ALONG TRUNK
 DP7435'HIGHWAY 56 FROM THE JUNCTION OF TRUNK HIGHWAY 56 AND TRUNK HIGHWAY 30
 DP7435'IN HAYFIELD, AT TRUNK HIGHWAY 56 MILE POINT 49.05, 53.6 FT (16.3 M)
 DP7435'WEST OF TRUNK HIGHWAY 56, 52.3 FT (15.9 M) NORTH OF A FIELD ENTRANCE,
 DP7435'1.0 FT (0.3 M) EAST OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DP7436 ***********************************************************************
 DP7436  DESIGNATION -  2005 N
 DP7436  PID         -  DP7436
 DP7436  STATE/COUNTY-  MN/DODGE
 DP7436  COUNTRY     -  US
 DP7436  USGS QUAD   -  HAYFIELD (2019)
 DP7436
 DP7436                         *CURRENT SURVEY CONTROL
 DP7436  ______________________________________________________________________
 DP7436* NAD 83(1986) POSITION- 43 55 02.35   (N) 092 51 32.36   (W)   HD_HELD1
 DP7436* NAVD 88 ORTHO HEIGHT -   409.671 (meters)     1344.06  (feet) ADJUSTED
 DP7436  ______________________________________________________________________
 DP7436  GEOID HEIGHT    -        -29.450 (meters)                     GEOID18
 DP7436  DYNAMIC HEIGHT  -        409.582 (meters)     1343.77  (feet) COMP
 DP7436  MODELED GRAVITY -    980,390.1   (mgal)                       NAVD 88
 DP7436
 DP7436  VERT ORDER      -  SECOND    CLASS I
 DP7436
 DP7436.The horizontal coordinates were determined by differentially corrected
 DP7436.hand held GPS observations or other comparable positioning techniques
 DP7436.and have an estimated accuracy of +/- 3 meters.
 DP7436
 DP7436.The orthometric height was determined by differential leveling and
 DP7436.adjusted by the NATIONAL GEODETIC SURVEY
 DP7436.in June 2015.
 DP7436
 DP7436.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP7436.GEOID18 height accuracy estimate available here.
 DP7436
 DP7436.Click photographs - Photos may exist for this station.
 DP7436
 DP7436.The dynamic height is computed by dividing the NAVD 88
 DP7436.geopotential number by the normal gravity value computed on the
 DP7436.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP7436.degrees latitude (g = 980.6199 gals.).
 DP7436
 DP7436.The modeled gravity was interpolated from observed gravity values.
 DP7436
 DP7436;                    North         East    Units  Estimated Accuracy
 DP7436;SPC MN S     -   202,565.2     891,637.8     MT  (+/- 3 meters HH1 GPS) 
 DP7436
 DP7436_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWJ1132162699(NAD 83)
 DP7436
 DP7436                          SUPERSEDED SURVEY CONTROL
 DP7436
 DP7436.No superseded survey control is available for this station.
 DP7436
 DP7436_MARKER: I = METAL ROD
 DP7436_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DP7436_STAMPING: 2005 N 2013
 DP7436_MARK LOGO: MNDT
 DP7436_PROJECTION: RECESSED 3 CENTIMETERS
 DP7436_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DP7436_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DP7436_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP7436+SATELLITE: SATELLITE OBSERVATIONS - June 19, 2013
 DP7436_ROD/PIPE-DEPTH: 8.5 meters
 DP7436
 DP7436  HISTORY     - Date     Condition        Report By
 DP7436  HISTORY     - 20130619 MONUMENTED       MNDT
 DP7436
 DP7436                          STATION DESCRIPTION
 DP7436
 DP7436'DESCRIBED BY MN DEPT OF TRANSP 2013
 DP7436'THE STATION IS LOCATED ABOUT 7.6 MI (12.2 KM) SOUTH OF DODGE CENTER,
 DP7436'6.7 MI (10.8 KM) NORTH OF WALTHAM AND 1.9 MI (3.1 KM) NORTH-NORTHWEST
 DP7436'OF HAYFIELD.
 DP7436'
 DP7436'TO REACH THE MARK GO 1.7 MI (2.7 KM) NORTH ALONG TRUNK HIGHWAY 56 FROM
 DP7436'THE JUNCTION OF TRUNK HIGHWAY 56 AND TRUNK HIGHWAY 30 IN HAYFIELD, AT
 DP7436'TRUNK HIGHWAY 56 MILE POINT 48.15.
 DP7436'
 DP7436'THE MARK IS LOCATED 45.9 FT (14.0 M) EAST OF TRUNK HIGHWAY 56, 39.4 FT
 DP7436'(12.0 M) SOUTH OF A FIELD ENTRANCE, 1.5 FT (0.5 M) WEST OF A WITNESS
 DP7436'POST.
 DP7436'
 DP7436'NOTE - THE STATION STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER
 DP7436'ALUMINUM ROD DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION
 DP7436'REMOVABLE DISK SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY
 DP7436'A SIX-INCH PVC PIPE BACK FILLED WITH WASHED SAND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DP7438 ***********************************************************************
 DP7438  DESIGNATION -  2005 P
 DP7438  PID         -  DP7438
 DP7438  STATE/COUNTY-  MN/DODGE
 DP7438  COUNTRY     -  US
 DP7438  USGS QUAD   -  HAYFIELD (2019)
 DP7438
 DP7438                         *CURRENT SURVEY CONTROL
 DP7438  ______________________________________________________________________
 DP7438* NAD 83(1986) POSITION- 43 53 31.38   (N) 092 51 34.42   (W)   HD_HELD1
 DP7438* NAVD 88 ORTHO HEIGHT -   398.754 (meters)     1308.25  (feet) ADJUSTED
 DP7438  ______________________________________________________________________
 DP7438  GEOID HEIGHT    -        -29.455 (meters)                     GEOID18
 DP7438  DYNAMIC HEIGHT  -        398.666 (meters)     1307.96  (feet) COMP
 DP7438  MODELED GRAVITY -    980,386.8   (mgal)                       NAVD 88
 DP7438
 DP7438  VERT ORDER      -  SECOND    CLASS I
 DP7438
 DP7438.The horizontal coordinates were determined by differentially corrected
 DP7438.hand held GPS observations or other comparable positioning techniques
 DP7438.and have an estimated accuracy of +/- 3 meters.
 DP7438
 DP7438.The orthometric height was determined by differential leveling and
 DP7438.adjusted by the NATIONAL GEODETIC SURVEY
 DP7438.in June 2015.
 DP7438
 DP7438.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP7438.GEOID18 height accuracy estimate available here.
 DP7438
 DP7438.Click photographs - Photos may exist for this station.
 DP7438
 DP7438.The dynamic height is computed by dividing the NAVD 88
 DP7438.geopotential number by the normal gravity value computed on the
 DP7438.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP7438.degrees latitude (g = 980.6199 gals.).
 DP7438
 DP7438.The modeled gravity was interpolated from observed gravity values.
 DP7438
 DP7438;                    North         East    Units  Estimated Accuracy
 DP7438;SPC MN S     -   199,757.2     891,631.0     MT  (+/- 3 meters HH1 GPS) 
 DP7438
 DP7438_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWJ1127959892(NAD 83)
 DP7438
 DP7438                          SUPERSEDED SURVEY CONTROL
 DP7438
 DP7438.No superseded survey control is available for this station.
 DP7438
 DP7438_MARKER: I = METAL ROD
 DP7438_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DP7438_STAMPING: 2005 P 2013
 DP7438_MARK LOGO: MNDT
 DP7438_PROJECTION: FLUSH
 DP7438_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DP7438_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DP7438_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP7438+SATELLITE: SATELLITE OBSERVATIONS - June 18, 2013
 DP7438_ROD/PIPE-DEPTH: 3.7 meters
 DP7438
 DP7438  HISTORY     - Date     Condition        Report By
 DP7438  HISTORY     - 20130618 MONUMENTED       MNDT
 DP7438
 DP7438                          STATION DESCRIPTION
 DP7438
 DP7438'DESCRIBED BY MN DEPT OF TRANSP 2013
 DP7438'THE STATION IS LOCATED ABOUT 6.6 MI (10.6 KM) NORTH-NORTHWEST OF
 DP7438'SARGEANT, 4.9 MI (7.9 KM) NORTH OF WALTHAM AND 0.6 MI (1.0 KM) WEST OF
 DP7438'HAYFIELD.
 DP7438'
 DP7438'TO REACH THE MARK GO 0.7 MI (1.1 KM) WEST OF HAYFIELD, AT THE JUNCTION
 DP7438'OF TRUNK HIGHWAY 56 AND TRUNK HIGHWAY 30 IN HAYFIELD, AT TRUNK HIGHWAY
 DP7438'56 MILE POINT 46.35.
 DP7438'
 DP7438'THE MARK IS LOCATED 106.0 FT (32.3 M) WEST OF TRUNK HIGHWAY 56, 102.3
 DP7438'FT (31.2 M) SOUTH OF TRUNK HIGHWAY 30, 1.5 FT (0.5 M) EAST OF A
 DP7438'WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DP7440 ***********************************************************************
 DP7440  DESIGNATION -  2005 Q
 DP7440  PID         -  DP7440
 DP7440  STATE/COUNTY-  MN/DODGE
 DP7440  COUNTRY     -  US
 DP7440  USGS QUAD   -  HAYFIELD (2019)
 DP7440
 DP7440                         *CURRENT SURVEY CONTROL
 DP7440  ______________________________________________________________________
 DP7440* NAD 83(1986) POSITION- 43 52 41.56   (N) 092 51 34.26   (W)   HD_HELD1
 DP7440* NAVD 88 ORTHO HEIGHT -   401.236 (meters)     1316.39  (feet) ADJUSTED
 DP7440  ______________________________________________________________________
 DP7440  GEOID HEIGHT    -        -29.458 (meters)                     GEOID18
 DP7440  DYNAMIC HEIGHT  -        401.146 (meters)     1316.09  (feet) COMP
 DP7440  MODELED GRAVITY -    980,384.9   (mgal)                       NAVD 88
 DP7440
 DP7440  VERT ORDER      -  SECOND    CLASS I
 DP7440
 DP7440.The horizontal coordinates were determined by differentially corrected
 DP7440.hand held GPS observations or other comparable positioning techniques
 DP7440.and have an estimated accuracy of +/- 3 meters.
 DP7440
 DP7440.The orthometric height was determined by differential leveling and
 DP7440.adjusted by the NATIONAL GEODETIC SURVEY
 DP7440.in June 2015.
 DP7440
 DP7440.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP7440.GEOID18 height accuracy estimate available here.
 DP7440
 DP7440.Click photographs - Photos may exist for this station.
 DP7440
 DP7440.The dynamic height is computed by dividing the NAVD 88
 DP7440.geopotential number by the normal gravity value computed on the
 DP7440.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP7440.degrees latitude (g = 980.6199 gals.).
 DP7440
 DP7440.The modeled gravity was interpolated from observed gravity values.
 DP7440
 DP7440;                    North         East    Units  Estimated Accuracy
 DP7440;SPC MN S     -   198,219.7     891,656.0     MT  (+/- 3 meters HH1 GPS) 
 DP7440
 DP7440_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWJ1128658355(NAD 83)
 DP7440
 DP7440                          SUPERSEDED SURVEY CONTROL
 DP7440
 DP7440.No superseded survey control is available for this station.
 DP7440
 DP7440_MARKER: F = FLANGE-ENCASED ROD
 DP7440_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DP7440_STAMPING: 2005 Q 2013
 DP7440_MARK LOGO: MNDT
 DP7440_PROJECTION: FLUSH
 DP7440_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DP7440_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DP7440_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP7440+SATELLITE: SATELLITE OBSERVATIONS - June 18, 2013
 DP7440_ROD/PIPE-DEPTH: 4.6 meters
 DP7440
 DP7440  HISTORY     - Date     Condition        Report By
 DP7440  HISTORY     - 20130618 MONUMENTED       MNDT
 DP7440
 DP7440                          STATION DESCRIPTION
 DP7440
 DP7440'DESCRIBED BY MN DEPT OF TRANSP 2013
 DP7440'THE STATION IS LOCATED ABOUT 5.8 MI (9.3 KM) NORTH-NORTHWEST OF
 DP7440'SARGEANT, 4.0 MI (6.4 KM) NORTH-NORTHEAST OF WALTHAM AND 1.0 MI (1.6
 DP7440'KM) SOUTHWEST OF HAYFIELD.
 DP7440'
 DP7440'TO REACH THE MARK GO 1.0 MI (1.6 KM) SOUTH ALONG TRUNK HIGHWAY 56 FROM
 DP7440'THE JUNCTION OF TRUNK HIGHWAY 56 AND TRUNK HIGHWAY 30 IN HAYFIELD, AT
 DP7440'TRUNK HIGHWAY 56 MILE POINT 45.35.
 DP7440'
 DP7440'THE MARK IS LOCATED 98.7 FT (30.1 M) WEST OF TRUNK HIGHWAY 56, 132.9
 DP7440'FT (40.5 M) NORTH OF 740TH STREET, 2.2 FT (0.7 M) EAST OF RIGHT-OF-WAY
 DP7440'POST, 2.2 FT (0.7 M) EAST OF A WITNESS POST.
 DP7440'
 DP7440'NOTE - THE STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM
 DP7440'ROD DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION REMOVABLE
 DP7440'DISK SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH
 DP7440'PVC PIPE BACK FILLED WITH WASHED SAND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DP7441 ***********************************************************************
 DP7441  DESIGNATION -  2005 R
 DP7441  PID         -  DP7441
 DP7441  STATE/COUNTY-  MN/DODGE
 DP7441  COUNTRY     -  US
 DP7441  USGS QUAD   -  SARGEANT (2019)
 DP7441
 DP7441                         *CURRENT SURVEY CONTROL
 DP7441  ______________________________________________________________________
 DP7441* NAD 83(1986) POSITION- 43 51 48.36   (N) 092 51 30.12   (W)   HD_HELD1
 DP7441* NAVD 88 ORTHO HEIGHT -   395.650 (meters)     1298.06  (feet) ADJUSTED
 DP7441  ______________________________________________________________________
 DP7441  GEOID HEIGHT    -        -29.462 (meters)                     GEOID18
 DP7441  DYNAMIC HEIGHT  -        395.561 (meters)     1297.77  (feet) COMP
 DP7441  MODELED GRAVITY -    980,382.7   (mgal)                       NAVD 88
 DP7441
 DP7441  VERT ORDER      -  SECOND    CLASS I
 DP7441
 DP7441.The horizontal coordinates were determined by differentially corrected
 DP7441.hand held GPS observations or other comparable positioning techniques
 DP7441.and have an estimated accuracy of +/- 3 meters.
 DP7441
 DP7441.The orthometric height was determined by differential leveling and
 DP7441.adjusted by the NATIONAL GEODETIC SURVEY
 DP7441.in June 2015.
 DP7441
 DP7441.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP7441.GEOID18 height accuracy estimate available here.
 DP7441
 DP7441.Click photographs - Photos may exist for this station.
 DP7441
 DP7441.The dynamic height is computed by dividing the NAVD 88
 DP7441.geopotential number by the normal gravity value computed on the
 DP7441.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP7441.degrees latitude (g = 980.6199 gals.).
 DP7441
 DP7441.The modeled gravity was interpolated from observed gravity values.
 DP7441
 DP7441;                    North         East    Units  Estimated Accuracy
 DP7441;SPC MN S     -   196,579.3     891,771.3     MT  (+/- 3 meters HH1 GPS) 
 DP7441
 DP7441_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWJ1138156714(NAD 83)
 DP7441
 DP7441                          SUPERSEDED SURVEY CONTROL
 DP7441
 DP7441.No superseded survey control is available for this station.
 DP7441
 DP7441_MARKER: F = FLANGE-ENCASED ROD
 DP7441_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DP7441_STAMPING: 2005 R 2013
 DP7441_MARK LOGO: MNDT
 DP7441_PROJECTION: FLUSH
 DP7441_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DP7441_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DP7441_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP7441+SATELLITE: SATELLITE OBSERVATIONS - April 13, 2021
 DP7441_ROD/PIPE-DEPTH: 10.4 meters
 DP7441
 DP7441  HISTORY     - Date     Condition        Report By
 DP7441  HISTORY     - 20130618 MONUMENTED       MNDT
 DP7441  HISTORY     - 20210413 GOOD             MNDT
 DP7441
 DP7441                          STATION DESCRIPTION
 DP7441
 DP7441'DESCRIBED BY MN DEPT OF TRANSP 2013
 DP7441'THE STATION IS LOCATED ABOUT 4.9 MI (7.9 KM) NORTHWEST OF SARGEANT,
 DP7441'3.0 MI (4.8 KM) NORTH-NORTHEAST OF WALTHAM AND 1.9 MI (3.1 KM)
 DP7441'SOUTH-SOUTHWEST OF HAYFIELD.
 DP7441'
 DP7441'TO REACH THE MARK GO 2.0 MI (3.2 KM) SOUTH ALONG TRUNK HIGHWAY 56 FROM
 DP7441'THE JUNCTION OF TRUNK HIGHWAY 56 AND TRUNK HIGHWAY 30 IN HAYFIELD, AT
 DP7441'TRUNK HIGHWAY 56 MILE POINT 44.35.
 DP7441'
 DP7441'THE MARK IS 176.0 FT (53.6 M) EAST OF TRUNK HIGHWAY 56, 47.5 FT (14.5
 DP7441'M) NORTH OF 750TH STREET, 2.7 FT (0.8 M) SOUTHWEST OF RIGHT-OF-WAY
 DP7441'POST, 1.5 FT (0.5 M) SOUTH OF A WITNESS POST.
 DP7441'
 DP7441'NOTE - THE STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM
 DP7441'ROD DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION REMOVABLE
 DP7441'DISK SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH
 DP7441'PVC PIPE BACK FILLED WITH WASHED SAND.
 DP7441
 DP7441                          STATION RECOVERY (2021)
 DP7441
 DP7441'RECOVERY NOTE BY MN DEPT OF TRANSP 2021 (KMS)
 DP7441'2.0 MI (3.2 KM) SOUTH OF HAYFIELD, 2.0 MI (3.2 KM) SOUTH ALONG TRUNK
 DP7441'HIGHWAY 56 FROM THE JUNCTION OF TRUNK HIGHWAY 56 AND TRUNK HIGHWAY 30
 DP7441'IN HAYFIELD, AT TRUNK HIGHWAY 56 MILE POINT 44.35, 176.0 FT (53.6 M)
 DP7441'EAST OF TRUNK HIGHWAY 56, 47.5 FT (14.5 M) NORTH OF COUNTY ROAD M
 DP7441'(750TH STREET), 2.7 FT (0.8 M) SOUTHWEST OF A RIGHT-OF-WAY POST, 1.5
 DP7441'FT (0.5 M) SOUTH OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 AE2830 ***********************************************************************
 AE2830  DESIGNATION -  2006 A
 AE2830  PID         -  AE2830
 AE2830  STATE/COUNTY-  MN/GOODHUE
 AE2830  COUNTRY     -  US
 AE2830  USGS QUAD   -  WEST CONCORD (2019)
 AE2830
 AE2830                         *CURRENT SURVEY CONTROL
 AE2830  ______________________________________________________________________
 AE2830* NAD 83(1986) POSITION- 44 11 49.28   (N) 092 55 26.67   (W)   HD_HELD1
 AE2830* NAVD 88 ORTHO HEIGHT -   372.022 (meters)     1220.54  (feet) ADJUSTED
 AE2830  ______________________________________________________________________
 AE2830  GEOID HEIGHT    -        -29.125 (meters)                     GEOID18
 AE2830  DYNAMIC HEIGHT  -        371.958 (meters)     1220.33  (feet) COMP
 AE2830  MODELED GRAVITY -    980,437.3   (mgal)                       NAVD 88
 AE2830
 AE2830  VERT ORDER      -  SECOND    CLASS I
 AE2830
 AE2830.The horizontal coordinates were determined by differentially corrected
 AE2830.hand held GPS observations or other comparable positioning techniques
 AE2830.and have an estimated accuracy of +/- 3 meters.
 AE2830
 AE2830.The orthometric height was determined by differential leveling and
 AE2830.adjusted by the NATIONAL GEODETIC SURVEY
 AE2830.in May 2019.
 AE2830
 AE2830.Significant digits in the geoid height do not necessarily reflect accuracy.
 AE2830.GEOID18 height accuracy estimate available here.
 AE2830
 AE2830.Click photographs - Photos may exist for this station.
 AE2830
 AE2830.The dynamic height is computed by dividing the NAVD 88
 AE2830.geopotential number by the normal gravity value computed on the
 AE2830.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE2830.degrees latitude (g = 980.6199 gals.).
 AE2830
 AE2830.The modeled gravity was interpolated from observed gravity values.
 AE2830
 AE2830;                    North         East    Units  Estimated Accuracy
 AE2830;SPC MN S     -   233,568.8     886,001.8     MT  (+/- 3 meters HH1 GPS) 
 AE2830
 AE2830_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWJ0606793758(NAD 83)
 AE2830
 AE2830                          SUPERSEDED SURVEY CONTROL
 AE2830
 AE2830  NAVD 88 (12/11/97)  372.021  (m)         1220.54   (f) SUPERSEDED  2 1
 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
 AE2830.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE2830.See file dsdata.pdf to determine how the superseded data were derived.
 AE2830
 AE2830_MARKER: DV = VERTICAL CONTROL DISK
 AE2830_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 AE2830_STAMPING: 2006 A 1983
 AE2830_MARK LOGO: MNDT
 AE2830_PROJECTION: FLUSH
 AE2830_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AE2830_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AE2830_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE2830+SATELLITE: SATELLITE OBSERVATIONS - November 09, 2016
 AE2830
 AE2830  HISTORY     - Date     Condition        Report By
 AE2830  HISTORY     - 19830701 MONUMENTED       MNDT
 AE2830  HISTORY     - 20010915 GOOD             USPSQD
 AE2830  HISTORY     - 20020425 GOOD             MNDT
 AE2830  HISTORY     - 20090610 GOOD             MNDT
 AE2830  HISTORY     - 20161109 GOOD             MNDT
 AE2830
 AE2830                          STATION DESCRIPTION
 AE2830
 AE2830'DESCRIBED BY MN DEPT OF TRANSP 1983 (OCO)
 AE2830'THE MARK IS LOCATED ABOUT 3 MILES NORTH-NORTHWEST OF THE TOWN OF WEST
 AE2830'CONCORD, IN THE SE 1/4 OF SECTION 36, T109N, R18W, 3.45 MILES NORTH
 AE2830'ALONG TRUNK HIGHWAY 56 FROM THE JUNCTION OF STATE STREET (TRUNK
 AE2830'HIGHWAY 56) AND MAIN STREET IN WEST CONCORD, 48.5 FEET EAST OF THE
 AE2830'CENTERLINE OF TRUNK HIGHWAY 56 AT MILEPOINT 68.8, 40 FEET NORTH OF THE
 AE2830'CENTER OF A ROAD, AT THE DODGE - GOODHUE COUNTYLINE, 6.5 FEET NORTH OF
 AE2830'A POWER POLE, AND 0.2 FOOT WEST OF A STEEL WITNESS POST.  THE MARK, A
 AE2830'STANDARD MNDT ALUMINUM VERTICAL CONTROL MONUMENT DISK STAMPED---2006 A
 AE2830'1983---, IS SET ON THE TOP OF A DRIVEN ALUMINUM ROD THAT PROJECTS 0.2
 AE2830'FOOT ABOVE THE SURFACE OF THE GROUND AND IS ABOUT 1 FOOT ABOVE THE
 AE2830'LEVEL OF TRUNK HIGHWAY 56.  A MAGNET IN THE DISK MAKES THE MARK
 AE2830'MAGNETIC.
 AE2830
 AE2830                          STATION RECOVERY (2001)
 AE2830
 AE2830'RECOVERY NOTE BY US POWER SQUADRON 2001 (BC)
 AE2830'CHANGE DESCRIPTION FROM 6.5 FEET NORTH OF POWER POLE TO 12 FEET
 AE2830'SOUTHWEST OF POWER POLE
 AE2830
 AE2830                          STATION RECOVERY (2002)
 AE2830
 AE2830'RECOVERY NOTE BY MN DEPT OF TRANSP 2002 (DAS)
 AE2830'THE MARK WAS RECOVERED IN GOOD CONDITION.
 AE2830
 AE2830                          STATION RECOVERY (2009)
 AE2830
 AE2830'RECOVERY NOTE BY MN DEPT OF TRANSP 2009 (PL)
 AE2830'RECOVERED AS DESCRIBED.
 AE2830
 AE2830                          STATION RECOVERY (2016)
 AE2830
 AE2830'RECOVERY NOTE BY MN DEPT OF TRANSP 2016 (MPP)
 AE2830'THE MARK IS LOCATED ABOUT 3.0 MI (4.8 KM) NORTH-NORTHWEST OF WEST
 AE2830'CONCORD.
 AE2830'
 AE2830'TO REACH THE MARK GO 3.45 MI (5.55 KM) NORTH ALONG TRUNK HIGHWAY 56
 AE2830'FROM THE JUNCTION OF TRUNK HIGHWAY 56 AND MAIN STREET, AT TRUNK
 AE2830'HIGHWAY 56 MILE POINT 68.8, AT DODGE-GOODHUE COUNTY LINE.
 AE2830'
 AE2830'THE MARK IS LOCATED 48.5 FT (14.8 M) EAST OF TRUNK HIGHWAY 56, 40 FT
 AE2830'(12.2 M) NORTH OF COUNTY ROAD A, 13.3 FT (4.1 M) WEST-SOUTHWEST OF A
 AE2830'POWER POLE, 1.2 FT (0.4 M) WEST-SOUTHWEST OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 AE2822 ***********************************************************************
 AE2822  DESIGNATION -  2006 B
 AE2822  PID         -  AE2822
 AE2822  STATE/COUNTY-  MN/DODGE
 AE2822  COUNTRY     -  US
 AE2822  USGS QUAD   -  WEST CONCORD (2019)
 AE2822
 AE2822                         *CURRENT SURVEY CONTROL
 AE2822  ______________________________________________________________________
 AE2822* NAD 83(1986) POSITION- 44 11 12.     (N) 092 54 55.     (W)   SCALED
 AE2822* NAVD 88 ORTHO HEIGHT -   361.852 (meters)     1187.18  (feet) ADJUSTED
 AE2822  ______________________________________________________________________
 AE2822  GEOID HEIGHT    -        -29.156 (meters)                     GEOID18
 AE2822  DYNAMIC HEIGHT  -        361.790 (meters)     1186.97  (feet) COMP
 AE2822  MODELED GRAVITY -    980,434.6   (mgal)                       NAVD 88
 AE2822
 AE2822  VERT ORDER      -  SECOND    CLASS I
 AE2822
 AE2822.The horizontal coordinates were scaled from a map and have
 AE2822.an estimated accuracy of +/- 6 seconds.
 AE2822
 AE2822.The orthometric height was determined by differential leveling and
 AE2822.adjusted by the NATIONAL GEODETIC SURVEY
 AE2822.in December 1997.
 AE2822
 AE2822.Significant digits in the geoid height do not necessarily reflect accuracy.
 AE2822.GEOID18 height accuracy estimate available here.
 AE2822
 AE2822.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWJ067926(NAD 83)
 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
 AE2822.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE2822.See file dsdata.pdf to determine how the superseded data were derived.
 AE2822
 AE2822_MARKER: DV = VERTICAL CONTROL DISK
 AE2822_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 AE2822_STAMPING: 2006 B 1983
 AE2822_MARK LOGO: MNDT
 AE2822_PROJECTION: PROJECTING 8 CENTIMETERS
 AE2822_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AE2822_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AE2822_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AE2822+SATELLITE: SATELLITE OBSERVATIONS - November 09, 2016
 AE2822
 AE2822  HISTORY     - Date     Condition        Report By
 AE2822  HISTORY     - 1983     MONUMENTED       MNDT
 AE2822  HISTORY     - 20161109 POOR             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.
 AE2822
 AE2822                          STATION RECOVERY (2016)
 AE2822
 AE2822'RECOVERY NOTE BY MN DEPT OF TRANSP 2016 (MPP)
 AE2822'MARK RECOVERED IN POOR CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 AE2849 ***********************************************************************
 AE2849  DESIGNATION -  2006 C
 AE2849  PID         -  AE2849
 AE2849  STATE/COUNTY-  MN/DODGE
 AE2849  COUNTRY     -  US
 AE2849  USGS QUAD   -  WEST CONCORD (2019)
 AE2849
 AE2849                         *CURRENT SURVEY CONTROL
 AE2849  ______________________________________________________________________
 AE2849* NAD 83(2011) POSITION- 44 10 04.30294(N) 092 54 08.64446(W)   ADJUSTED
 AE2849* NAD 83(2011) ELLIP HT-   341.227 (meters)        (06/27/12)   ADJUSTED
 AE2849* NAD 83(2011) EPOCH   -  2010.00
 AE2849* NAVD 88 ORTHO HEIGHT -   370.442 (meters)     1215.36  (feet) ADJUSTED
 AE2849  ______________________________________________________________________
 AE2849  GEOID HEIGHT    -        -29.202 (meters)                     GEOID18
 AE2849  NAD 83(2011) X  -   -232,046.351 (meters)                     COMP
 AE2849  NAD 83(2011) Y  - -4,576,866.280 (meters)                     COMP
 AE2849  NAD 83(2011) Z  -  4,421,727.343 (meters)                     COMP
 AE2849  LAPLACE CORR    -         -9.36  (seconds)                    DEFLEC18
 AE2849  DYNAMIC HEIGHT  -        370.376 (meters)     1215.14  (feet) COMP
 AE2849  MODELED GRAVITY -    980,430.2   (mgal)                       NAVD 88
 AE2849
 AE2849  VERT ORDER      -  SECOND    CLASS I
 AE2849
 AE2849  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AE2849  Standards:
 AE2849         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AE2849            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AE2849  -------------------------------------------------------------------
 AE2849  NETWORK    0.81   0.74           0.38   0.25   0.38     -0.02808892
 AE2849  -------------------------------------------------------------------
 AE2849  Click here for local accuracies and other accuracy information.
 AE2849
 AE2849.The horizontal coordinates were established by GPS observations
 AE2849.and adjusted by the National Geodetic Survey in June 2012.
 AE2849
 AE2849.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AE2849.been affixed to the stable North American tectonic plate. See 
 AE2849.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AE2849
 AE2849.The horizontal coordinates are valid at the epoch date displayed above
 AE2849.which is a decimal equivalence of Year/Month/Day.
 AE2849
 AE2849.The orthometric height was determined by differential leveling and
 AE2849.adjusted by the NATIONAL GEODETIC SURVEY
 AE2849.in May 2019.
 AE2849
 AE2849.Significant digits in the geoid height do not necessarily reflect accuracy.
 AE2849.GEOID18 height accuracy estimate available here.
 AE2849
 AE2849.Click photographs - Photos may exist for this station.
 AE2849
 AE2849.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AE2849
 AE2849.The Laplace correction was computed from DEFLEC18 derived deflections.
 AE2849
 AE2849.The ellipsoidal height was determined by GPS observations
 AE2849.and is referenced to NAD 83.
 AE2849
 AE2849.The dynamic height is computed by dividing the NAVD 88
 AE2849.geopotential number by the normal gravity value computed on the
 AE2849.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE2849.degrees latitude (g = 980.6199 gals.).
 AE2849
 AE2849.The modeled gravity was interpolated from observed gravity values.
 AE2849
 AE2849. The following values were computed from the NAD 83(2011) position.
 AE2849
 AE2849;                    North         East     Units Scale Factor Converg.
 AE2849;SPC MN S     -   230,352.184   887,777.634   MT  0.99993890   +0 46 09.6
 AE2849;SPC MN S     -   755,747.12  2,912,650.45   sFT  0.99993890   +0 46 09.6
 AE2849;UTM  15      - 4,890,521.801   507,802.799   MT  0.99960075   +0 04 04.8
 AE2849
 AE2849!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AE2849!SPC MN S     -   0.99994650  x   0.99993890  =   0.99988540
 AE2849!UTM  15      -   0.99994650  x   0.99960075  =   0.99954727
 AE2849
 AE2849_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWJ0780290521(NAD 83)
 AE2849
 AE2849                          SUPERSEDED SURVEY CONTROL
 AE2849
 AE2849  NAD 83(2007)-  44 10 04.30305(N)    092 54 08.64524(W) AD(2002.00) 0
 AE2849  ELLIP H (02/10/07)  341.259  (m)                       GP(2002.00)    
 AE2849  NAD 83(1996)-  44 10 04.30244(N)    092 54 08.64466(W) AD(       ) 1
 AE2849  ELLIP H (04/02/03)  341.310  (m)                       GP(       ) 3 2
 AE2849  NAVD 88             370.44   (m)         1215.4    (f) LEVELING    3  
 AE2849  NAVD 88 (12/11/97)  370.437  (m)         1215.34   (f) SUPERSEDED  2 1
 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
 AE2849.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE2849.See file dsdata.pdf to determine how the superseded data were derived.
 AE2849
 AE2849_MARKER: DV = VERTICAL CONTROL DISK
 AE2849_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 AE2849_STAMPING: 2006 C 1983
 AE2849_MARK LOGO: MNDT
 AE2849_PROJECTION: PROJECTING 5 CENTIMETERS
 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 12, 2021
 AE2849
 AE2849  HISTORY     - Date     Condition        Report By
 AE2849  HISTORY     - 1983     MONUMENTED       MNDT
 AE2849  HISTORY     - 20000401 GOOD             MNDT
 AE2849  HISTORY     - 20161108 GOOD             MNDT
 AE2849  HISTORY     - 20210412 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
 AE2849
 AE2849                          STATION RECOVERY (2016)
 AE2849
 AE2849'RECOVERY NOTE BY MN DEPT OF TRANSP 2016 (MPP)
 AE2849'RECOVERED AS DESCRIBED.
 AE2849
 AE2849                          STATION RECOVERY (2021)
 AE2849
 AE2849'RECOVERY NOTE BY MN DEPT OF TRANSP 2021 (KMS)
 AE2849'1.0 MI (1.6 KM) NORTH OF WEST CONCORD, 1.15 MI (1.85 KM) NORTH ALONG
 AE2849'TRUNK HIGHWAY 56 FROM THE JUNCTION OF TRUNK HIGHWAY 56 AND MAIN STREET
 AE2849'IN WEST CONCORD, AT TRUNK HIGHWAY 56 MILE POINT 66.6, 59.5 FT (18.1 M)
 AE2849'EAST OF TRUNK HIGHWAY 56, 43.0 FT (13.1 M) SOUTH OF 540TH STREET, 1.0
 AE2849'FT (0.3 M) WEST OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 AE2851 ***********************************************************************
 AE2851  DESIGNATION -  2006 C 1
 AE2851  PID         -  AE2851
 AE2851  STATE/COUNTY-  MN/DODGE
 AE2851  COUNTRY     -  US
 AE2851  USGS QUAD   -  WEST CONCORD (2019)
 AE2851
 AE2851                         *CURRENT SURVEY CONTROL
 AE2851  ______________________________________________________________________
 AE2851* NAD 83(1986) POSITION- 44 10 02.     (N) 092 54 09.     (W)   SCALED
 AE2851* NAVD 88 ORTHO HEIGHT -   371.250 (meters)     1218.01  (feet) ADJUSTED
 AE2851  ______________________________________________________________________
 AE2851  GEOID HEIGHT    -        -29.202 (meters)                     GEOID18
 AE2851  DYNAMIC HEIGHT  -        371.184 (meters)     1217.79  (feet) COMP
 AE2851  MODELED GRAVITY -    980,430.1   (mgal)                       NAVD 88
 AE2851
 AE2851  VERT ORDER      -  SECOND    CLASS I
 AE2851
 AE2851.The horizontal coordinates were scaled from a map and have
 AE2851.an estimated accuracy of +/- 6 seconds.
 AE2851
 AE2851.The orthometric height was determined by differential leveling and
 AE2851.adjusted by the NATIONAL GEODETIC SURVEY
 AE2851.in December 1997.
 AE2851
 AE2851.Significant digits in the geoid height do not necessarily reflect accuracy.
 AE2851.GEOID18 height accuracy estimate available here.
 AE2851
 AE2851.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWJ077904(NAD 83)
 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
 AE2851.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE2851.See file dsdata.pdf to determine how the superseded data were derived.
 AE2851
 AE2851_MARKER: DV = VERTICAL CONTROL DISK
 AE2851_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 AE2851_STAMPING: 2006 C 1 1983
 AE2851_MARK LOGO: MNDT
 AE2851_PROJECTION: RECESSED 3 CENTIMETERS
 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 - November 08, 2016
 AE2851
 AE2851  HISTORY     - Date     Condition        Report By
 AE2851  HISTORY     - 1983     MONUMENTED       MNDT
 AE2851  HISTORY     - 20020425 POOR             MNDT
 AE2851  HISTORY     - 20161108 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.
 AE2851
 AE2851                          STATION RECOVERY (2016)
 AE2851
 AE2851'RECOVERY NOTE BY MN DEPT OF TRANSP 2016 (MPP)
 AE2851'1.0 MI (1.6 KM) NORTH OF WEST CONCORD, 1.1 MI (1.8 KM) NORTH OF THE
 AE2851'JUNCTION OF TRUNK HIGHWAY 56 AND MAIN STREET, AT TRUNK HIGHWAY 56 MILE
 AE2851'POINT 61.55, 84.0 FT (25.6 M) WEST OF TRUNK HIGHWAY 56, 10.0 FT (3.0
 AE2851'M) NORTH DRIVE WAY NUMBER 54051, 2.8 FT (0.9 M) EAST-SOUTHEAST OF THE
 AE2851'SOUTHEAST CORNER OF A STONE PILLAR, 2.8 FT (0.9 M) EAST-SOUTHEAST OF A
 AE2851'WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 AE2823 ***********************************************************************
 AE2823  DESIGNATION -  2006 E
 AE2823  PID         -  AE2823
 AE2823  STATE/COUNTY-  MN/DODGE
 AE2823  COUNTRY     -  US
 AE2823  USGS QUAD   -  WEST CONCORD (2019)
 AE2823
 AE2823                         *CURRENT SURVEY CONTROL
 AE2823  ______________________________________________________________________
 AE2823* NAD 83(1986) POSITION- 44 09 04.74   (N) 092 54 03.57   (W)   HD_HELD1
 AE2823* NAVD 88 ORTHO HEIGHT -   376.050 (meters)     1233.76  (feet) ADJUSTED
 AE2823  ______________________________________________________________________
 AE2823  GEOID HEIGHT    -        -29.207 (meters)                     GEOID18
 AE2823  DYNAMIC HEIGHT  -        375.982 (meters)     1233.53  (feet) COMP
 AE2823  MODELED GRAVITY -    980,427.9   (mgal)                       NAVD 88
 AE2823
 AE2823  VERT ORDER      -  SECOND    CLASS I
 AE2823
 AE2823.The horizontal coordinates were determined by differentially corrected
 AE2823.hand held GPS observations or other comparable positioning techniques
 AE2823.and have an estimated accuracy of +/- 3 meters.
 AE2823
 AE2823.The orthometric height was determined by differential leveling and
 AE2823.adjusted by the NATIONAL GEODETIC SURVEY
 AE2823.in May 2019.
 AE2823
 AE2823.Significant digits in the geoid height do not necessarily reflect accuracy.
 AE2823.GEOID18 height accuracy estimate available here.
 AE2823
 AE2823.Click photographs - Photos may exist for this station.
 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     -   228,515.5     887,915.1     MT  (+/- 3 meters HH1 GPS) 
 AE2823
 AE2823_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWJ0791788684(NAD 83)
 AE2823
 AE2823                          SUPERSEDED SURVEY CONTROL
 AE2823
 AE2823  NAVD 88 (12/11/97)  376.039  (m)         1233.72   (f) SUPERSEDED  2 1
 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
 AE2823.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE2823.See file dsdata.pdf to determine how the superseded data were derived.
 AE2823
 AE2823_MARKER: DV = VERTICAL CONTROL DISK
 AE2823_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 AE2823+WITH SETTING: PAVEMENT
 AE2823_SP_SET: WATER TANK FOOTING
 AE2823_STAMPING: 2006 E 1983
 AE2823_MARK LOGO: MNDT
 AE2823_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AE2823_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE2823+STABILITY: SURFACE MOTION
 AE2823_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AE2823+SATELLITE: SATELLITE OBSERVATIONS - November 08, 2016
 AE2823
 AE2823  HISTORY     - Date     Condition        Report By
 AE2823  HISTORY     - 19830701 MONUMENTED       MNDT
 AE2823  HISTORY     - 20161108 GOOD             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.
 AE2823
 AE2823                          STATION RECOVERY (2016)
 AE2823
 AE2823'RECOVERY NOTE BY MN DEPT OF TRANSP 2016 (MPP)
 AE2823'THE MARK IS LOCATED ABOUT IN WEST CONCORD.
 AE2823'
 AE2823'TO REACH THE MARK IN SOUTHWEST QUADRANT OF THE JUNCTION OF MAIN STREET
 AE2823'AND WEST FIRST STREET, IN FOOTING OF SOUTHEAST LEG OF CITY WATER TANK,
 AE2823'0.1 MI (0.2 KM) SOUTH ALONG TRUNK HIGHWAY 56 FROM THE JUNCTION OF
 AE2823'TRUNK HIGHWAY 56 AND COUNTY ROAD 24 IN WEST CONCORD, THEN 1 BLOCK WEST
 AE2823'ON MAIN STREET.
 AE2823'
 AE2823'THE MARK IS LOCATED 124.2 FT (37.9 M) SOUTH OF MAIN STREET, 87.5 FT
 AE2823'(26.7 M) WEST OF FIRST STREET.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 AE2840 ***********************************************************************
 AE2840  DESIGNATION -  2006 H
 AE2840  PID         -  AE2840
 AE2840  STATE/COUNTY-  MN/DODGE
 AE2840  COUNTRY     -  US
 AE2840  USGS QUAD   -  CLAREMONT (2019)
 AE2840
 AE2840                         *CURRENT SURVEY CONTROL
 AE2840  ______________________________________________________________________
 AE2840* NAD 83(1986) POSITION- 44 07 27.66   (N) 092 53 57.13   (W)   HD_HELD1
 AE2840* NAVD 88 ORTHO HEIGHT -   383.923 (meters)     1259.59  (feet) ADJUSTED
 AE2840  ______________________________________________________________________
 AE2840  GEOID HEIGHT    -        -29.218 (meters)                     GEOID18
 AE2840  DYNAMIC HEIGHT  -        383.852 (meters)     1259.35  (feet) COMP
 AE2840  MODELED GRAVITY -    980,423.7   (mgal)                       NAVD 88
 AE2840
 AE2840  VERT ORDER      -  SECOND    CLASS I
 AE2840
 AE2840.The horizontal coordinates were determined by differentially corrected
 AE2840.hand held GPS observations or other comparable positioning techniques
 AE2840.and have an estimated accuracy of +/- 3 meters.
 AE2840
 AE2840.The orthometric height was determined by differential leveling and
 AE2840.adjusted by the NATIONAL GEODETIC SURVEY
 AE2840.in May 2019.
 AE2840
 AE2840.Significant digits in the geoid height do not necessarily reflect accuracy.
 AE2840.GEOID18 height accuracy estimate available here.
 AE2840
 AE2840.Click photographs - Photos may exist for this station.
 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     -   225,521.5     888,098.5     MT  (+/- 3 meters HH1 GPS) 
 AE2840
 AE2840_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWJ0806485689(NAD 83)
 AE2840
 AE2840                          SUPERSEDED SURVEY CONTROL
 AE2840
 AE2840  NAVD 88 (12/11/97)  383.913  (m)         1259.55   (f) SUPERSEDED  2 1
 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
 AE2840.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE2840.See file dsdata.pdf to determine how the superseded data were derived.
 AE2840
 AE2840_MARKER: DV = VERTICAL CONTROL DISK
 AE2840_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 AE2840_STAMPING: 2006 H 1983
 AE2840_MARK LOGO: MNDT
 AE2840_PROJECTION: PROJECTING 5 CENTIMETERS
 AE2840_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AE2840_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AE2840_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE2840+SATELLITE: SATELLITE OBSERVATIONS - November 08, 2016
 AE2840
 AE2840  HISTORY     - Date     Condition        Report By
 AE2840  HISTORY     - 19830701 MONUMENTED       MNDT
 AE2840  HISTORY     - 20161108 GOOD             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.
 AE2840
 AE2840                          STATION RECOVERY (2016)
 AE2840
 AE2840'RECOVERY NOTE BY MN DEPT OF TRANSP 2016 (MPP)
 AE2840'THE MARK IS LOCATED ABOUT 2.0 MI (3.2 KM) SOUTH OF WEST CONCORD.
 AE2840'
 AE2840'TO REACH THE MARK GO 1.85 MI (2.98 KM) SOUTH OF THE JUNCTION OF TRUNK
 AE2840'HIGHWAY 56 AND MAIN STREET, AT TRUNK HIGHWAY 56 MILE POINT 63.50.
 AE2840'
 AE2840'THE MARK IS LOCATED 54.0 FT (16.5 M) EAST OF TRUNK HIGHWAY 56, 30.9 FT
 AE2840'(9.4 M) NORTH OF THE CENTERLINE OF 570TH STREET EXTENDED, 137.0 FT
 AE2840'(41.8 M) NORTH OF A DRIVEWAY NUMBER 57020, 14.7 FT (4.5 M) NORTHWEST
 AE2840'OF RIGHT-OF-WAY POST NUMBER 242, 2.0 FT (0.6 M) WEST OF A POWER POLE,
 AE2840'0.35 FT (11 CM) WEST OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 AE2844 ***********************************************************************
 AE2844  DESIGNATION -  2006 H 1
 AE2844  PID         -  AE2844
 AE2844  STATE/COUNTY-  MN/DODGE
 AE2844  COUNTRY     -  US
 AE2844  USGS QUAD   -  CLAREMONT (2019)
 AE2844
 AE2844                         *CURRENT SURVEY CONTROL
 AE2844  ______________________________________________________________________
 AE2844* NAD 83(1986) POSITION- 44 07 27.65   (N) 092 54 05.28   (W)   HD_HELD1
 AE2844* NAVD 88 ORTHO HEIGHT -   382.131 (meters)     1253.71  (feet) ADJUSTED
 AE2844  ______________________________________________________________________
 AE2844  GEOID HEIGHT    -        -29.209 (meters)                     GEOID18
 AE2844  DYNAMIC HEIGHT  -        382.061 (meters)     1253.48  (feet) COMP
 AE2844  MODELED GRAVITY -    980,424.3   (mgal)                       NAVD 88
 AE2844
 AE2844  VERT ORDER      -  SECOND    CLASS I
 AE2844
 AE2844.The horizontal coordinates were determined by differentially corrected
 AE2844.hand held GPS observations or other comparable positioning techniques
 AE2844.and have an estimated accuracy of +/- 3 meters.
 AE2844
 AE2844.The orthometric height was determined by differential leveling and
 AE2844.adjusted by the NATIONAL GEODETIC SURVEY
 AE2844.in May 2019.
 AE2844
 AE2844.Significant digits in the geoid height do not necessarily reflect accuracy.
 AE2844.GEOID18 height accuracy estimate available here.
 AE2844
 AE2844.Click photographs - Photos may exist for this station.
 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     -   225,518.8     887,917.3     MT  (+/- 3 meters HH1 GPS) 
 AE2844
 AE2844_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWJ0788385688(NAD 83)
 AE2844
 AE2844                          SUPERSEDED SURVEY CONTROL
 AE2844
 AE2844  NAVD 88 (12/11/97)  382.125  (m)         1253.69   (f) SUPERSEDED  2 1
 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
 AE2844.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE2844.See file dsdata.pdf to determine how the superseded data were derived.
 AE2844
 AE2844_MARKER: DV = VERTICAL CONTROL DISK
 AE2844_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 AE2844_STAMPING: 2006 H 1 1983
 AE2844_MARK LOGO: MNDT
 AE2844_PROJECTION: FLUSH
 AE2844_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AE2844_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AE2844_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE2844+SATELLITE: SATELLITE OBSERVATIONS - October 08, 2019
 AE2844
 AE2844  HISTORY     - Date     Condition        Report By
 AE2844  HISTORY     - 1983     MONUMENTED       MNDT
 AE2844  HISTORY     - 20161108 GOOD             MNDT
 AE2844  HISTORY     - 20191008 GOOD             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.
 AE2844
 AE2844                          STATION RECOVERY (2016)
 AE2844
 AE2844'RECOVERY NOTE BY MN DEPT OF TRANSP 2016 (MPP)
 AE2844'RECOVERED AS DESCRIBED.
 AE2844
 AE2844                          STATION RECOVERY (2019)
 AE2844
 AE2844'RECOVERY NOTE BY MN DEPT OF TRANSP 2019 (MPP)
 AE2844'2.0 MI (3.2 KM) SOUTH OF WEST CONCORD, 2.0 MI (3.2 KM) SOUTH ALONG
 AE2844'TRUNK HIGHWAY 56 FROM THE JUNCTION OF TRUNK HIGHWAY 56 AND COUNTY ROAD
 AE2844'24 IN WEST CONCORD TO TRUNK HIGHWAY 56 MILE POINT 63.50, THEN 0.1 MI
 AE2844'(0.2 KM) WEST OF 570TH STREET, 500.0 FT (152.4 M) WEST OF TRUNK
 AE2844'HIGHWAY 56, 31.5 FT (9.6 M) NORTH OF A GRAVEL ROAD, 72.5 FT (22.1 M)
 AE2844'NORTH-NORTHEAST OF A TELEPHONE CABLE MARKER POST, 2.1 FT (0.6 M) SOUTH
 AE2844'OF A POWER POLE, 1.0 FT (0.3 M) SOUTH OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DQ7432 ***********************************************************************
 DQ7432  DESIGNATION -  2006 K 1 RESET
 DQ7432  PID         -  DQ7432
 DQ7432  STATE/COUNTY-  MN/DODGE
 DQ7432  COUNTRY     -  US
 DQ7432  USGS QUAD   -  CLAREMONT (2019)
 DQ7432
 DQ7432                         *CURRENT SURVEY CONTROL
 DQ7432  ______________________________________________________________________
 DQ7432* NAD 83(1986) POSITION- 44 06 09.09   (N) 092 54 03.88   (W)   HD_HELD1
 DQ7432* NAVD 88 ORTHO HEIGHT -   386.223 (meters)     1267.13  (feet) ADJUSTED
 DQ7432  ______________________________________________________________________
 DQ7432  GEOID HEIGHT    -        -29.216 (meters)                     GEOID18
 DQ7432  DYNAMIC HEIGHT  -        386.151 (meters)     1266.90  (feet) COMP
 DQ7432  MODELED GRAVITY -    980,421.1   (mgal)                       NAVD 88
 DQ7432
 DQ7432  VERT ORDER      -  SECOND    CLASS I
 DQ7432
 DQ7432.The horizontal coordinates were determined by differentially corrected
 DQ7432.hand held GPS observations or other comparable positioning techniques
 DQ7432.and have an estimated accuracy of +/- 3 meters.
 DQ7432
 DQ7432.The orthometric height was determined by differential leveling and
 DQ7432.adjusted by the NATIONAL GEODETIC SURVEY
 DQ7432.in May 2019.
 DQ7432
 DQ7432.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ7432.GEOID18 height accuracy estimate available here.
 DQ7432
 DQ7432.Click photographs - Photos may exist for this station.
 DQ7432
 DQ7432.The dynamic height is computed by dividing the NAVD 88
 DQ7432.geopotential number by the normal gravity value computed on the
 DQ7432.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ7432.degrees latitude (g = 980.6199 gals.).
 DQ7432
 DQ7432.The modeled gravity was interpolated from observed gravity values.
 DQ7432
 DQ7432;                    North         East    Units  Estimated Accuracy
 DQ7432;SPC MN S     -   223,094.8     887,981.1     MT  (+/- 3 meters HH1 GPS) 
 DQ7432
 DQ7432_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWJ0791783264(NAD 83)
 DQ7432
 DQ7432                          SUPERSEDED SURVEY CONTROL
 DQ7432
 DQ7432.No superseded survey control is available for this station.
 DQ7432
 DQ7432_MARKER: I = METAL ROD
 DQ7432_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DQ7432_STAMPING: 2006 K 1 RESET 2016
 DQ7432_MARK LOGO: MNDT
 DQ7432_PROJECTION: RECESSED 5 CENTIMETERS
 DQ7432_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DQ7432_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ7432_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ7432+SATELLITE: SATELLITE OBSERVATIONS - November 08, 2016
 DQ7432_ROD/PIPE-DEPTH: 4.6 meters
 DQ7432
 DQ7432  HISTORY     - Date     Condition        Report By
 DQ7432  HISTORY     - 20161108 MONUMENTED       MNDT
 DQ7432
 DQ7432                          STATION DESCRIPTION
 DQ7432
 DQ7432'DESCRIBED BY MN DEPT OF TRANSP 2016
 DQ7432'THE MARK IS LOCATED ABOUT 3.0 MI (4.8 KM) SOUTH OF WEST CONCORD.
 DQ7432'
 DQ7432'TO REACH THE MARK GO 3.5 MI (5.6 KM) SOUTH ALONG TRUNK HIGHWAY 56 FROM
 DQ7432'THE JUNCTION TRUNK HIGHWAY 56 AND COUNTY ROAD 24 TO TRUNK HIGHWAY 56
 DQ7432'MILE POINT 62.05, THEN 0.05 MI (0.08 KM) WEST ON COUNTY ROAD 20.
 DQ7432'
 DQ7432'THE MARK IS LOCATED 43.0 FT (13.1 M) SOUTH OF CONTY ROAD 20, 18.2 FT
 DQ7432'(5.5 M) EAST-NORTHEAST OF A POWER POLE, 8.2 FT (2.5 M) NORTH OF A
 DQ7432'WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 AE2818 ***********************************************************************
 AE2818  DESIGNATION -  2006 L 1
 AE2818  PID         -  AE2818
 AE2818  STATE/COUNTY-  MN/DODGE
 AE2818  COUNTRY     -  US
 AE2818  USGS QUAD   -  CLAREMONT (2019)
 AE2818
 AE2818                         *CURRENT SURVEY CONTROL
 AE2818  ______________________________________________________________________
 AE2818* NAD 83(1986) POSITION- 44 05 16.71   (N) 092 53 52.78   (W)   HD_HELD1
 AE2818* NAVD 88 ORTHO HEIGHT -   379.967 (meters)     1246.61  (feet) ADJUSTED
 AE2818  ______________________________________________________________________
 AE2818  GEOID HEIGHT    -        -29.235 (meters)                     GEOID18
 AE2818  DYNAMIC HEIGHT  -        379.896 (meters)     1246.38  (feet) COMP
 AE2818  MODELED GRAVITY -    980,418.9   (mgal)                       NAVD 88
 AE2818
 AE2818  VERT ORDER      -  SECOND    CLASS I
 AE2818
 AE2818.The horizontal coordinates were determined by differentially corrected
 AE2818.hand held GPS observations or other comparable positioning techniques
 AE2818.and have an estimated accuracy of +/- 3 meters.
 AE2818
 AE2818.The orthometric height was determined by differential leveling and
 AE2818.adjusted by the NATIONAL GEODETIC SURVEY
 AE2818.in May 2019.
 AE2818
 AE2818.Significant digits in the geoid height do not necessarily reflect accuracy.
 AE2818.GEOID18 height accuracy estimate available here.
 AE2818
 AE2818.Click photographs - Photos may exist for this station.
 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     -   221,481.6     888,249.7     MT  (+/- 3 meters HH1 GPS) 
 AE2818
 AE2818_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWJ0816681649(NAD 83)
 AE2818
 AE2818                          SUPERSEDED SURVEY CONTROL
 AE2818
 AE2818  NAVD 88 (12/11/97)  379.959  (m)         1246.58   (f) SUPERSEDED  2 1
 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
 AE2818.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE2818.See file dsdata.pdf to determine how the superseded data were derived.
 AE2818
 AE2818_MARKER: DV = VERTICAL CONTROL DISK
 AE2818_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 AE2818_STAMPING: 2006 L 1 1983
 AE2818_MARK LOGO: MNDT
 AE2818_PROJECTION: PROJECTING 3 CENTIMETERS
 AE2818_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AE2818_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AE2818_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE2818+SATELLITE: SATELLITE OBSERVATIONS - November 08, 2016
 AE2818
 AE2818  HISTORY     - Date     Condition        Report By
 AE2818  HISTORY     - 1983     MONUMENTED       MNDT
 AE2818  HISTORY     - 20161108 GOOD             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.
 AE2818
 AE2818                          STATION RECOVERY (2016)
 AE2818
 AE2818'RECOVERY NOTE BY MN DEPT OF TRANSP 2016 (MPP)
 AE2818'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DQ7430 ***********************************************************************
 DQ7430  DESIGNATION -  2006 M RESET
 DQ7430  PID         -  DQ7430
 DQ7430  STATE/COUNTY-  MN/DODGE
 DQ7430  COUNTRY     -  US
 DQ7430  USGS QUAD   -  CLAREMONT (2019)
 DQ7430
 DQ7430                         *CURRENT SURVEY CONTROL
 DQ7430  ______________________________________________________________________
 DQ7430* NAD 83(1986) POSITION- 44 04 24.72   (N) 092 53 57.42   (W)   HD_HELD1
 DQ7430* NAVD 88 ORTHO HEIGHT -   366.908 (meters)     1203.76  (feet) ADJUSTED
 DQ7430  ______________________________________________________________________
 DQ7430  GEOID HEIGHT    -        -29.236 (meters)                     GEOID18
 DQ7430  DYNAMIC HEIGHT  -        366.838 (meters)     1203.53  (feet) COMP
 DQ7430  MODELED GRAVITY -    980,416.7   (mgal)                       NAVD 88
 DQ7430
 DQ7430  VERT ORDER      -  SECOND    CLASS I
 DQ7430
 DQ7430.The horizontal coordinates were determined by differentially corrected
 DQ7430.hand held GPS observations or other comparable positioning techniques
 DQ7430.and have an estimated accuracy of +/- 3 meters.
 DQ7430
 DQ7430.The orthometric height was determined by differential leveling and
 DQ7430.adjusted by the NATIONAL GEODETIC SURVEY
 DQ7430.in May 2019.
 DQ7430
 DQ7430.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ7430.GEOID18 height accuracy estimate available here.
 DQ7430
 DQ7430.Click photographs - Photos may exist for this station.
 DQ7430
 DQ7430.The dynamic height is computed by dividing the NAVD 88
 DQ7430.geopotential number by the normal gravity value computed on the
 DQ7430.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ7430.degrees latitude (g = 980.6199 gals.).
 DQ7430
 DQ7430.The modeled gravity was interpolated from observed gravity values.
 DQ7430
 DQ7430;                    North         East    Units  Estimated Accuracy
 DQ7430;SPC MN S     -   219,875.8     888,168.1     MT  (+/- 3 meters HH1 GPS) 
 DQ7430
 DQ7430_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWJ0806480045(NAD 83)
 DQ7430
 DQ7430                          SUPERSEDED SURVEY CONTROL
 DQ7430
 DQ7430.No superseded survey control is available for this station.
 DQ7430
 DQ7430_MARKER: DV = VERTICAL CONTROL DISK
 DQ7430_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DQ7430_STAMPING: 2006 M 1983 RESET
 DQ7430_MARK LOGO: MNDT
 DQ7430_PROJECTION: RECESSED 3 CENTIMETERS
 DQ7430_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DQ7430_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ7430_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ7430+SATELLITE: SATELLITE OBSERVATIONS - November 08, 2016
 DQ7430_ROD/PIPE-DEPTH: 6.1 meters
 DQ7430
 DQ7430  HISTORY     - Date     Condition        Report By
 DQ7430  HISTORY     - 20161108 MONUMENTED       MNDT
 DQ7430
 DQ7430                          STATION DESCRIPTION
 DQ7430
 DQ7430'DESCRIBED BY MN DEPT OF TRANSP 2016
 DQ7430'THE MARK IS LOCATED ABOUT 3.25 MI (5.23 KM) NORTHWEST OF DODGE CENTER.
 DQ7430'TO REACH THE MARK GO 1.5 MI (2.4 KM) NORTH OF THE JUNCTION OF TRUNK
 DQ7430'HIGHWAY 56 AND TRUNK HIGHWAY 14.
 DQ7430'
 DQ7430'THE MARK IS LOCATED 47.7 FT (14.5 M) EAST OF TRUNK HIGHWAY 56, 97.8 FT
 DQ7430'(29.8 M) NORTH-NORTHEAST OF TRUNK HIGHWAY 56 MILEPOST 60, 44.6 FT
 DQ7430'(13.6 M) NORTHWEST OF A POWER POLE, 26.0 FT (7.9 M) WEST OF A FENCE
 DQ7430'CORNER AND RIGHT-OF-WAY POST, 3.0 FT (0.9 M) SOUTH OF RIGHT-OF-WAY
 DQ7430'POST, 0.5 FT (15 CM) WEST OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 AE2814 ***********************************************************************
 AE2814  DESIGNATION -  2006 N 1
 AE2814  PID         -  AE2814
 AE2814  STATE/COUNTY-  MN/DODGE
 AE2814  COUNTRY     -  US
 AE2814  USGS QUAD   -  CLAREMONT (2019)
 AE2814
 AE2814                         *CURRENT SURVEY CONTROL
 AE2814  ______________________________________________________________________
 AE2814* NAD 83(1986) POSITION- 44 03 58.39   (N) 092 53 52.56   (W)   HD_HELD1
 AE2814* NAVD 88 ORTHO HEIGHT -   372.092 (meters)     1220.77  (feet) ADJUSTED
 AE2814  ______________________________________________________________________
 AE2814  GEOID HEIGHT    -        -29.244 (meters)                     GEOID18
 AE2814  DYNAMIC HEIGHT  -        372.020 (meters)     1220.54  (feet) COMP
 AE2814  MODELED GRAVITY -    980,415.2   (mgal)                       NAVD 88
 AE2814
 AE2814  VERT ORDER      -  SECOND    CLASS I
 AE2814
 AE2814.The horizontal coordinates were determined by differentially corrected
 AE2814.hand held GPS observations or other comparable positioning techniques
 AE2814.and have an estimated accuracy of +/- 3 meters.
 AE2814
 AE2814.The orthometric height was determined by differential leveling and
 AE2814.adjusted by the NATIONAL GEODETIC SURVEY
 AE2814.in May 2019.
 AE2814
 AE2814.Significant digits in the geoid height do not necessarily reflect accuracy.
 AE2814.GEOID18 height accuracy estimate available here.
 AE2814
 AE2814.Click photographs - Photos may exist for this station.
 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     -   219,064.7     888,287.2     MT  (+/- 3 meters HH1 GPS) 
 AE2814
 AE2814_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWJ0817379232(NAD 83)
 AE2814
 AE2814                          SUPERSEDED SURVEY CONTROL
 AE2814
 AE2814  NAVD 88 (12/11/97)  372.090  (m)         1220.77   (f) SUPERSEDED  2 1
 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
 AE2814.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE2814.See file dsdata.pdf to determine how the superseded data were derived.
 AE2814
 AE2814_MARKER: DV = VERTICAL CONTROL DISK
 AE2814_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 AE2814_STAMPING: 2006 N 1 1983
 AE2814_MARK LOGO: MNDT
 AE2814_PROJECTION: PROJECTING 13 CENTIMETERS
 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 - November 14, 2016
 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  HISTORY     - 20161114 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.
 AE2814
 AE2814                          STATION RECOVERY (2016)
 AE2814
 AE2814'RECOVERY NOTE BY MN DEPT OF TRANSP 2016 (MPP)
 AE2814'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DQ7437 ***********************************************************************
 DQ7437  DESIGNATION -  2006 Q RESET
 DQ7437  PID         -  DQ7437
 DQ7437  STATE/COUNTY-  MN/DODGE
 DQ7437  COUNTRY     -  US
 DQ7437  USGS QUAD   -  WEST CONCORD (2019)
 DQ7437
 DQ7437                         *CURRENT SURVEY CONTROL
 DQ7437  ______________________________________________________________________
 DQ7437* NAD 83(1986) POSITION- 44 10 30.57   (N) 092 54 22.66   (W)   HD_HELD1
 DQ7437* NAVD 88 ORTHO HEIGHT -   360.125 (meters)     1181.51  (feet) ADJUSTED
 DQ7437  ______________________________________________________________________
 DQ7437  GEOID HEIGHT    -        -29.188 (meters)                     GEOID18
 DQ7437  DYNAMIC HEIGHT  -        360.061 (meters)     1181.30  (feet) COMP
 DQ7437  MODELED GRAVITY -    980,431.7   (mgal)                       NAVD 88
 DQ7437
 DQ7437  VERT ORDER      -  SECOND    CLASS I
 DQ7437
 DQ7437.The horizontal coordinates were determined by differentially corrected
 DQ7437.hand held GPS observations or other comparable positioning techniques
 DQ7437.and have an estimated accuracy of +/- 3 meters.
 DQ7437
 DQ7437.The orthometric height was determined by differential leveling and
 DQ7437.adjusted by the NATIONAL GEODETIC SURVEY
 DQ7437.in May 2019.
 DQ7437
 DQ7437.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ7437.GEOID18 height accuracy estimate available here.
 DQ7437
 DQ7437.Click photographs - Photos may exist for this station.
 DQ7437
 DQ7437.The dynamic height is computed by dividing the NAVD 88
 DQ7437.geopotential number by the normal gravity value computed on the
 DQ7437.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ7437.degrees latitude (g = 980.6199 gals.).
 DQ7437
 DQ7437.The modeled gravity was interpolated from observed gravity values.
 DQ7437
 DQ7437;                    North         East    Units  Estimated Accuracy
 DQ7437;SPC MN S     -   231,158.6     887,455.5     MT  (+/- 3 meters HH1 GPS) 
 DQ7437
 DQ7437_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWJ0749091331(NAD 83)
 DQ7437
 DQ7437                          SUPERSEDED SURVEY CONTROL
 DQ7437
 DQ7437.No superseded survey control is available for this station.
 DQ7437
 DQ7437_MARKER: I = METAL ROD
 DQ7437_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DQ7437_STAMPING: 2006 Q RESET 2016
 DQ7437_MARK LOGO: MNDT
 DQ7437_PROJECTION: RECESSED 5 CENTIMETERS
 DQ7437_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DQ7437_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ7437_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ7437+SATELLITE: SATELLITE OBSERVATIONS - November 09, 2016
 DQ7437_ROD/PIPE-DEPTH: 6.7 meters
 DQ7437
 DQ7437  HISTORY     - Date     Condition        Report By
 DQ7437  HISTORY     - 20161109 MONUMENTED       MNDT
 DQ7437
 DQ7437                          STATION DESCRIPTION
 DQ7437
 DQ7437'DESCRIBED BY MN DEPT OF TRANSP 2016
 DQ7437'THE MARK IS LOCATED ABOUT 1.5 MI (2.4 KM) NORTH OF WEST CONCORD.
 DQ7437'
 DQ7437'THE MARK IS LOCATED 1.55 MI (2.49 KM) NORTH ALONG TRUNK HIGHWAY 56
 DQ7437'FROM THE JUNCTION OF TRUNK HIGHWAY 56 AND COUNTY ROAD 24 IN WEST
 DQ7437'CONCORD, AT TRUNK HIGHWAY 56 MILE POINT 67.15.
 DQ7437'
 DQ7437'THE MARK IS LOCATED 161.5 FT (49.2 M) WEST OF TRUNK HIGHWAY 56, 32.0
 DQ7437'FT (9.8 M) SOUTH OF 535TH STREET, 2.0 FT (0.6 M) NORTHEAST OF POWER
 DQ7437'POLE, 2.0 FT (0.6 M) NORTHWEST OF A WITNESS POST.
 DQ7437'
 DQ7437'NOTE-THE STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM ROD
 DQ7437'DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION REMOVABLE DISK
 DQ7437'SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH PVC
 DQ7437'PIPE BACK FILLED WITH WASHED SAND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 AE2843 ***********************************************************************
 AE2843  DESIGNATION -  2006 R
 AE2843  PID         -  AE2843
 AE2843  STATE/COUNTY-  MN/DODGE
 AE2843  COUNTRY     -  US
 AE2843  USGS QUAD   -  WEST CONCORD (2019)
 AE2843
 AE2843                         *CURRENT SURVEY CONTROL
 AE2843  ______________________________________________________________________
 AE2843* NAD 83(1986) POSITION- 44 08 20.29   (N) 092 53 55.75   (W)   HD_HELD1
 AE2843* NAVD 88 ORTHO HEIGHT -   389.739 (meters)     1278.67  (feet) ADJUSTED
 AE2843  ______________________________________________________________________
 AE2843  GEOID HEIGHT    -        -29.216 (meters)                     GEOID18
 AE2843  DYNAMIC HEIGHT  -        389.669 (meters)     1278.44  (feet) COMP
 AE2843  MODELED GRAVITY -    980,425.7   (mgal)                       NAVD 88
 AE2843
 AE2843  VERT ORDER      -  SECOND    CLASS I
 AE2843
 AE2843.The horizontal coordinates were determined by differentially corrected
 AE2843.hand held GPS observations or other comparable positioning techniques
 AE2843.and have an estimated accuracy of +/- 3 meters.
 AE2843
 AE2843.The orthometric height was determined by differential leveling and
 AE2843.adjusted by the NATIONAL GEODETIC SURVEY
 AE2843.in May 2019.
 AE2843
 AE2843.Significant digits in the geoid height do not necessarily reflect accuracy.
 AE2843.GEOID18 height accuracy estimate available here.
 AE2843
 AE2843.Click photographs - Photos may exist for this station.
 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     -   227,146.1     888,107.3     MT  (+/- 3 meters HH1 GPS) 
 AE2843
 AE2843_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWJ0809387313(NAD 83)
 AE2843
 AE2843                          SUPERSEDED SURVEY CONTROL
 AE2843
 AE2843  NAVD 88 (12/11/97)  389.730  (m)         1278.64   (f) SUPERSEDED  2 1
 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
 AE2843.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE2843.See file dsdata.pdf to determine how the superseded data were derived.
 AE2843
 AE2843_MARKER: DV = VERTICAL CONTROL DISK
 AE2843_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 AE2843_STAMPING: 2006 R 1983
 AE2843_MARK LOGO: MNDT
 AE2843_PROJECTION: FLUSH
 AE2843_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AE2843_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AE2843_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE2843+SATELLITE: SATELLITE OBSERVATIONS - November 08, 2016
 AE2843
 AE2843  HISTORY     - Date     Condition        Report By
 AE2843  HISTORY     - 1983     MONUMENTED       MNDT
 AE2843  HISTORY     - 20161108 GOOD             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.
 AE2843
 AE2843                          STATION RECOVERY (2016)
 AE2843
 AE2843'RECOVERY NOTE BY MN DEPT OF TRANSP 2016 (MPP)
 AE2843'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 AE2846 ***********************************************************************
 AE2846  DESIGNATION -  2006 S
 AE2846  PID         -  AE2846
 AE2846  STATE/COUNTY-  MN/DODGE
 AE2846  COUNTRY     -  US
 AE2846  USGS QUAD   -  WEST CONCORD (2019)
 AE2846
 AE2846                         *CURRENT SURVEY CONTROL
 AE2846  ______________________________________________________________________
 AE2846* NAD 83(1986) POSITION- 44 08 45.2    (N) 092 54 11.6    (W)   HD_HELD2
 AE2846* NAVD 88 ORTHO HEIGHT -   384.830 (meters)     1262.56  (feet) ADJUSTED
 AE2846  ______________________________________________________________________
 AE2846  GEOID HEIGHT    -        -29.199 (meters)                     GEOID18
 AE2846  DYNAMIC HEIGHT  -        384.761 (meters)     1262.34  (feet) COMP
 AE2846  MODELED GRAVITY -    980,427.5   (mgal)                       NAVD 88
 AE2846
 AE2846  VERT ORDER      -  SECOND    CLASS I
 AE2846
 AE2846.The horizontal coordinates were established by autonomous hand held GPS
 AE2846.observations and have an estimated accuracy of +/- 10 meters.
 AE2846
 AE2846.The orthometric height was determined by differential leveling and
 AE2846.adjusted by the NATIONAL GEODETIC SURVEY
 AE2846.in May 2019.
 AE2846
 AE2846.Significant digits in the geoid height do not necessarily reflect accuracy.
 AE2846.GEOID18 height accuracy estimate available here.
 AE2846
 AE2846.Click photographs - Photos may exist for this station.
 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     -   227,910.      887,745.      MT  (+/- 10 meters HH2 GPS)
 AE2846
 AE2846_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWJ0774088081(NAD 83)
 AE2846
 AE2846                          SUPERSEDED SURVEY CONTROL
 AE2846
 AE2846  NAVD 88 (12/11/97)  384.821  (m)         1262.53   (f) SUPERSEDED  2 1
 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
 AE2846.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE2846.See file dsdata.pdf to determine how the superseded data were derived.
 AE2846
 AE2846_MARKER: DV = VERTICAL CONTROL DISK
 AE2846_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AE2846_SP_SET: STEP
 AE2846_STAMPING: 2006 S 1983
 AE2846_MARK LOGO: MNDT
 AE2846_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AE2846_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AE2846_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AE2846+SATELLITE: SATELLITE OBSERVATIONS - November 14, 2016
 AE2846
 AE2846  HISTORY     - Date     Condition        Report By
 AE2846  HISTORY     - 1983     MONUMENTED       MNDT
 AE2846  HISTORY     - 20161114 GOOD             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.
 AE2846
 AE2846                          STATION RECOVERY (2016)
 AE2846
 AE2846'RECOVERY NOTE BY MN DEPT OF TRANSP 2016 (MPP)
 AE2846'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 AE2816 ***********************************************************************
 AE2816  DESIGNATION -  2006 U
 AE2816  PID         -  AE2816
 AE2816  STATE/COUNTY-  MN/DODGE
 AE2816  COUNTRY     -  US
 AE2816  USGS QUAD   -  CLAREMONT (2019)
 AE2816
 AE2816                         *CURRENT SURVEY CONTROL
 AE2816  ______________________________________________________________________
 AE2816* NAD 83(1986) POSITION- 44 04 41.54   (N) 092 53 59.11   (W)   HD_HELD1
 AE2816* NAVD 88 ORTHO HEIGHT -   361.532 (meters)     1186.13  (feet) ADJUSTED
 AE2816  ______________________________________________________________________
 AE2816  GEOID HEIGHT    -        -29.233 (meters)                     GEOID18
 AE2816  DYNAMIC HEIGHT  -        361.463 (meters)     1185.90  (feet) COMP
 AE2816  MODELED GRAVITY -    980,417.4   (mgal)                       NAVD 88
 AE2816
 AE2816  VERT ORDER      -  SECOND    CLASS I
 AE2816
 AE2816.The horizontal coordinates were determined by differentially corrected
 AE2816.hand held GPS observations or other comparable positioning techniques
 AE2816.and have an estimated accuracy of +/- 3 meters.
 AE2816
 AE2816.The orthometric height was determined by differential leveling and
 AE2816.adjusted by the NATIONAL GEODETIC SURVEY
 AE2816.in May 2019.
 AE2816
 AE2816.Significant digits in the geoid height do not necessarily reflect accuracy.
 AE2816.GEOID18 height accuracy estimate available here.
 AE2816
 AE2816.Click photographs - Photos may exist for this station.
 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     -   220,394.4     888,123.5     MT  (+/- 3 meters HH1 GPS) 
 AE2816
 AE2816_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWJ0802680563(NAD 83)
 AE2816
 AE2816                          SUPERSEDED SURVEY CONTROL
 AE2816
 AE2816  NAVD 88 (12/11/97)  361.525  (m)         1186.10   (f) SUPERSEDED  2 1
 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
 AE2816.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE2816.See file dsdata.pdf to determine how the superseded data were derived.
 AE2816
 AE2816_MARKER: DV = VERTICAL CONTROL DISK
 AE2816_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 AE2816_STAMPING: 2006 U 1983
 AE2816_MARK LOGO: MNDT
 AE2816_PROJECTION: PROJECTING 5 CENTIMETERS
 AE2816_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AE2816_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AE2816_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE2816+SATELLITE: SATELLITE OBSERVATIONS - November 08, 2016
 AE2816
 AE2816  HISTORY     - Date     Condition        Report By
 AE2816  HISTORY     - 19830701 MONUMENTED       MNDT
 AE2816  HISTORY     - 20161108 GOOD             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.
 AE2816
 AE2816                          STATION RECOVERY (2016)
 AE2816
 AE2816'RECOVERY NOTE BY MN DEPT OF TRANSP 2016 (MPP)
 AE2816'THE MARK IS LOCATED ABOUT 4.75 MI (7.64 KM) SOUTH OF WEST CONCORD.
 AE2816'
 AE2816'TO REACH THE MARK AT TRUNK HIGHWAY 56 MILE POINT 60.35, 5.3 MI (8.5
 AE2816'KM) SOUTH OF THE JUNCTION OF TRUNK HIGHWAY 56 AND COUNTY ROAD 24 IN
 AE2816'WEST CONCORD.
 AE2816'
 AE2816'THE MARK IS LOCATED 73.2 FT (22.3 M) WEST OF TRUNK HIGHWAY 56, 13.0 FT
 AE2816'(4.0 M) WEST OF A NORTH-SOUTH FENCE, 0.4 FT (12 CM) NORTH OF AN
 AE2816'EAST-WEST FENCE, 0.6 FT (18 CM) EAST OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DQ7439 ***********************************************************************
 DQ7439  DESIGNATION -  2006 V
 DQ7439  PID         -  DQ7439
 DQ7439  STATE/COUNTY-  MN/DODGE
 DQ7439  COUNTRY     -  US
 DQ7439  USGS QUAD   -  WEST CONCORD (2019)
 DQ7439
 DQ7439                         *CURRENT SURVEY CONTROL
 DQ7439  ______________________________________________________________________
 DQ7439* NAD 83(1986) POSITION- 44 10 58.62   (N) 092 54 43.32   (W)   HD_HELD1
 DQ7439* NAVD 88 ORTHO HEIGHT -   359.041 (meters)     1177.95  (feet) ADJUSTED
 DQ7439  ______________________________________________________________________
 DQ7439  GEOID HEIGHT    -        -29.168 (meters)                     GEOID18
 DQ7439  DYNAMIC HEIGHT  -        358.978 (meters)     1177.75  (feet) COMP
 DQ7439  MODELED GRAVITY -    980,433.6   (mgal)                       NAVD 88
 DQ7439
 DQ7439  VERT ORDER      -  SECOND    CLASS I
 DQ7439
 DQ7439.The horizontal coordinates were determined by differentially corrected
 DQ7439.hand held GPS observations or other comparable positioning techniques
 DQ7439.and have an estimated accuracy of +/- 3 meters.
 DQ7439
 DQ7439.The orthometric height was determined by differential leveling and
 DQ7439.adjusted by the NATIONAL GEODETIC SURVEY
 DQ7439.in May 2019.
 DQ7439
 DQ7439.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ7439.GEOID18 height accuracy estimate available here.
 DQ7439
 DQ7439.Click photographs - Photos may exist for this station.
 DQ7439
 DQ7439.The dynamic height is computed by dividing the NAVD 88
 DQ7439.geopotential number by the normal gravity value computed on the
 DQ7439.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ7439.degrees latitude (g = 980.6199 gals.).
 DQ7439
 DQ7439.The modeled gravity was interpolated from observed gravity values.
 DQ7439
 DQ7439;                    North         East    Units  Estimated Accuracy
 DQ7439;SPC MN S     -   232,018.2     886,985.1     MT  (+/- 3 meters HH1 GPS) 
 DQ7439
 DQ7439_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWJ0703092196(NAD 83)
 DQ7439
 DQ7439                          SUPERSEDED SURVEY CONTROL
 DQ7439
 DQ7439.No superseded survey control is available for this station.
 DQ7439
 DQ7439_MARKER: F = FLANGE-ENCASED ROD
 DQ7439_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DQ7439_STAMPING: 2006 V 2016
 DQ7439_MARK LOGO: MNDT
 DQ7439_PROJECTION: RECESSED 10 CENTIMETERS
 DQ7439_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DQ7439_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ7439_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ7439+SATELLITE: SATELLITE OBSERVATIONS - October 28, 2016
 DQ7439_ROD/PIPE-DEPTH: 10.4 meters
 DQ7439
 DQ7439  HISTORY     - Date     Condition        Report By
 DQ7439  HISTORY     - 20161028 MONUMENTED       MNDT
 DQ7439
 DQ7439                          STATION DESCRIPTION
 DQ7439
 DQ7439'DESCRIBED BY MN DEPT OF TRANSP 2016
 DQ7439'THE MARK IS LOCATED ABOUT 2.2 MI (3.5 KM) NORTH-NORTHWEST OF WEST
 DQ7439'CONCORD.
 DQ7439'
 DQ7439'TO REACH THE MARK GO 2.2 MI (3.5 KM) NORTH-NORTHWEST ALONG TRUNK
 DQ7439'HIGHWAY 56 FROM THE JUNCTION OF TRUNK HIGHWAY 56 AND COUNTY ROAD 24 IN
 DQ7439'WEST CONCORD, AT TRUNK HIGHWAY 56 MILE POINT 67.70.
 DQ7439'
 DQ7439'THE MARK IS LOCATED 68.0 FT (20.7 M) SOUTHWEST OF TRUNK HIGHWAY 56,
 DQ7439'83.1 FT (25.3 M) NORTH OF 530TH STREET, 1.5 FT (0.5 M) NORTHEAST OF A
 DQ7439'WITNESS POST.
 DQ7439'
 DQ7439'NOTE-THE STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM ROD
 DQ7439'DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION REMOVABLE DISK
 DQ7439'SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH PVC
 DQ7439'PIPE BACK FILLED WITH WASHED SAND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DQ7434 ***********************************************************************
 DQ7434  DESIGNATION -  2006 W
 DQ7434  PID         -  DQ7434
 DQ7434  STATE/COUNTY-  MN/DODGE
 DQ7434  COUNTRY     -  US
 DQ7434  USGS QUAD   -  WEST CONCORD (2019)
 DQ7434
 DQ7434                         *CURRENT SURVEY CONTROL
 DQ7434  ______________________________________________________________________
 DQ7434* NAD 83(1986) POSITION- 44 08 20.74   (N) 092 53 57.87   (W)   HD_HELD1
 DQ7434* NAVD 88 ORTHO HEIGHT -   390.147 (meters)     1280.01  (feet) ADJUSTED
 DQ7434  ______________________________________________________________________
 DQ7434  GEOID HEIGHT    -        -29.214 (meters)                     GEOID18
 DQ7434  DYNAMIC HEIGHT  -        390.077 (meters)     1279.78  (feet) COMP
 DQ7434  MODELED GRAVITY -    980,425.8   (mgal)                       NAVD 88
 DQ7434
 DQ7434  VERT ORDER      -  SECOND    CLASS I
 DQ7434
 DQ7434.The horizontal coordinates were determined by differentially corrected
 DQ7434.hand held GPS observations or other comparable positioning techniques
 DQ7434.and have an estimated accuracy of +/- 3 meters.
 DQ7434
 DQ7434.The orthometric height was determined by differential leveling and
 DQ7434.adjusted by the NATIONAL GEODETIC SURVEY
 DQ7434.in May 2019.
 DQ7434
 DQ7434.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ7434.GEOID18 height accuracy estimate available here.
 DQ7434
 DQ7434.Click photographs - Photos may exist for this station.
 DQ7434
 DQ7434.The dynamic height is computed by dividing the NAVD 88
 DQ7434.geopotential number by the normal gravity value computed on the
 DQ7434.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ7434.degrees latitude (g = 980.6199 gals.).
 DQ7434
 DQ7434.The modeled gravity was interpolated from observed gravity values.
 DQ7434
 DQ7434;                    North         East    Units  Estimated Accuracy
 DQ7434;SPC MN S     -   227,159.4     888,060.0     MT  (+/- 3 meters HH1 GPS) 
 DQ7434
 DQ7434_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWJ0804587326(NAD 83)
 DQ7434
 DQ7434                          SUPERSEDED SURVEY CONTROL
 DQ7434
 DQ7434.No superseded survey control is available for this station.
 DQ7434
 DQ7434_MARKER: F = FLANGE-ENCASED ROD
 DQ7434_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DQ7434_STAMPING: 2006 W 2016
 DQ7434_MARK LOGO: MNDT
 DQ7434_PROJECTION: RECESSED 5 CENTIMETERS
 DQ7434_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DQ7434_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ7434_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ7434+SATELLITE: SATELLITE OBSERVATIONS - November 30, 2016
 DQ7434_ROD/PIPE-DEPTH: 8.8 meters
 DQ7434
 DQ7434  HISTORY     - Date     Condition        Report By
 DQ7434  HISTORY     - 20161130 MONUMENTED       MNDT
 DQ7434
 DQ7434                          STATION DESCRIPTION
 DQ7434
 DQ7434'DESCRIBED BY MN DEPT OF TRANSP 2016
 DQ7434'THE MARK IS LOCATED ABOUT 1.0 MI (1.6 KM) SOUTH OF WEST CONCORD.
 DQ7434'
 DQ7434'TO REACH THE MARK GO 1.0 MI (1.6 KM) SOUTH ALONG TRUNK HIGHWAY 56 FROM
 DQ7434'THE JUNCTION OF TRUNK HIGHWAY 56 AND COUNTY ROAD 24 IN WEST CONCORD,
 DQ7434'AT TRUNK HIGHWAY 56 MILE POINT 64.55.
 DQ7434'
 DQ7434'THE MARK IS LOCATED 56.3 FT (17.2 M) EAST OF TRUNK HIGHWAY 56, 79.3 FT
 DQ7434'(24.2 M) NORTH OF 560TH STREET, 1.5 FT (0.5 M) WEST OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DQ7431 ***********************************************************************
 DQ7431  DESIGNATION -  2006 X
 DQ7431  PID         -  DQ7431
 DQ7431  STATE/COUNTY-  MN/DODGE
 DQ7431  COUNTRY     -  US
 DQ7431  USGS QUAD   -  CLAREMONT (2019)
 DQ7431
 DQ7431                         *CURRENT SURVEY CONTROL
 DQ7431  ______________________________________________________________________
 DQ7431* NAD 83(1986) POSITION- 44 05 17.86   (N) 092 53 57.07   (W)   HD_HELD1
 DQ7431* NAVD 88 ORTHO HEIGHT -   377.560 (meters)     1238.71  (feet) ADJUSTED
 DQ7431  ______________________________________________________________________
 DQ7431  GEOID HEIGHT    -        -29.230 (meters)                     GEOID18
 DQ7431  DYNAMIC HEIGHT  -        377.488 (meters)     1238.48  (feet) COMP
 DQ7431  MODELED GRAVITY -    980,418.8   (mgal)                       NAVD 88
 DQ7431
 DQ7431  VERT ORDER      -  SECOND    CLASS I
 DQ7431
 DQ7431.The horizontal coordinates were determined by differentially corrected
 DQ7431.hand held GPS observations or other comparable positioning techniques
 DQ7431.and have an estimated accuracy of +/- 3 meters.
 DQ7431
 DQ7431.The orthometric height was determined by differential leveling and
 DQ7431.adjusted by the NATIONAL GEODETIC SURVEY
 DQ7431.in May 2019.
 DQ7431
 DQ7431.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ7431.GEOID18 height accuracy estimate available here.
 DQ7431
 DQ7431.Click photographs - Photos may exist for this station.
 DQ7431
 DQ7431.The dynamic height is computed by dividing the NAVD 88
 DQ7431.geopotential number by the normal gravity value computed on the
 DQ7431.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ7431.degrees latitude (g = 980.6199 gals.).
 DQ7431
 DQ7431.The modeled gravity was interpolated from observed gravity values.
 DQ7431
 DQ7431;                    North         East    Units  Estimated Accuracy
 DQ7431;SPC MN S     -   221,515.8     888,153.8     MT  (+/- 3 meters HH1 GPS) 
 DQ7431
 DQ7431_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWJ0807081684(NAD 83)
 DQ7431
 DQ7431                          SUPERSEDED SURVEY CONTROL
 DQ7431
 DQ7431.No superseded survey control is available for this station.
 DQ7431
 DQ7431_MARKER: F = FLANGE-ENCASED ROD
 DQ7431_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DQ7431_STAMPING: 2006 X 2016
 DQ7431_MARK LOGO: MNDT
 DQ7431_PROJECTION: RECESSED 3 CENTIMETERS
 DQ7431_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DQ7431_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ7431_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ7431+SATELLITE: SATELLITE OBSERVATIONS - November 30, 2016
 DQ7431_ROD/PIPE-DEPTH: 8.8 meters
 DQ7431
 DQ7431  HISTORY     - Date     Condition        Report By
 DQ7431  HISTORY     - 20161130 MONUMENTED       MNDT
 DQ7431
 DQ7431                          STATION DESCRIPTION
 DQ7431
 DQ7431'DESCRIBED BY MN DEPT OF TRANSP 2016
 DQ7431'THE MARK IS LOCATED ABOUT 4.5 MI (7.2 KM) SOUTH OF WEST CONCORD.
 DQ7431'
 DQ7431'TO REACH THE MARK GO 4.5 MI (7.2 KM) SOUTH ALONG TRUNK HIGHWAY 56 FROM
 DQ7431'THE JUNCTION OF TRUNK HIGHWAY 56 AND COUNTY ROAD 24 IN WEST CONCORD,
 DQ7431'AT TRUNK HIGHWAY 56 MILE POINT 61.05.
 DQ7431'
 DQ7431'THE MARK IS LOCATED 78.2 FT (23.8 M) EAST OF TRUNK HIGHWAY 56, 70.5 FT
 DQ7431'(21.5 M) NORTH OF 595TH STREET, 1.5 FT (0.5 M) WEST OF A WITNESS POST.
 DQ7431'NOTE -THE STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM ROD
 DQ7431'DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION REMOVABLE DISK
 DQ7431'SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH PVC
 DQ7431'PIPE BACK FILLED WITH WASHED SAND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DQ7485 ***********************************************************************
 DQ7485  DESIGNATION -  2007 C
 DQ7485  PID         -  DQ7485
 DQ7485  STATE/COUNTY-  MN/DODGE
 DQ7485  COUNTRY     -  US
 DQ7485  USGS QUAD   -  DODGE CENTER (2019)
 DQ7485
 DQ7485                         *CURRENT SURVEY CONTROL
 DQ7485  ______________________________________________________________________
 DQ7485* NAD 83(1986) POSITION- 44 03 51.     (N) 092 45 16.     (W)   SCALED
 DQ7485* NAVD 88 ORTHO HEIGHT -   339.971 (meters)     1115.39  (feet) ADJUSTED
 DQ7485  ______________________________________________________________________
 DQ7485  GEOID HEIGHT    -        -29.764 (meters)                     GEOID18
 DQ7485  DYNAMIC HEIGHT  -        339.898 (meters)     1115.15  (feet) COMP
 DQ7485  MODELED GRAVITY -    980,395.2   (mgal)                       NAVD 88
 DQ7485
 DQ7485  VERT ORDER      -  SECOND    CLASS I
 DQ7485
 DQ7485.The horizontal coordinates were scaled from a map and have
 DQ7485.an estimated accuracy of +/- 6 seconds.
 DQ7485
 DQ7485.The orthometric height was determined by differential leveling and
 DQ7485.adjusted by the NATIONAL GEODETIC SURVEY
 DQ7485.in May 2019.
 DQ7485
 DQ7485.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ7485.GEOID18 height accuracy estimate available here.
 DQ7485
 DQ7485.Click photographs - Photos may exist for this station.
 DQ7485
 DQ7485.The dynamic height is computed by dividing the NAVD 88
 DQ7485.geopotential number by the normal gravity value computed on the
 DQ7485.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ7485.degrees latitude (g = 980.6199 gals.).
 DQ7485
 DQ7485.The modeled gravity was interpolated from observed gravity values.
 DQ7485
 DQ7485;                    North         East    Units  Estimated Accuracy
 DQ7485;SPC MN S     -   219,000.      899,790.      MT  (+/- 180 meters Scaled)
 DQ7485
 DQ7485_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWJ196790(NAD 83)
 DQ7485
 DQ7485                          SUPERSEDED SURVEY CONTROL
 DQ7485
 DQ7485.No superseded survey control is available for this station.
 DQ7485
 DQ7485_MARKER: DH = HORIZONTAL CONTROL DISK
 DQ7485_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DQ7485_SP_SET: BRIDGE ABUTMENT
 DQ7485_STAMPING: 2007 C 1997
 DQ7485_MARK LOGO: MNDT
 DQ7485_MAGNETIC: N = NO MAGNETIC MATERIAL
 DQ7485_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ7485_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DQ7485+SATELLITE: SATELLITE OBSERVATIONS - November 02, 2016
 DQ7485
 DQ7485  HISTORY     - Date     Condition        Report By
 DQ7485  HISTORY     - 19970401 MONUMENTED       MNDT
 DQ7485  HISTORY     - 20161102 GOOD             MNDT
 DQ7485
 DQ7485                          STATION DESCRIPTION
 DQ7485
 DQ7485'DESCRIBED BY MN DEPT OF TRANSP 2016 (MPP)
 DQ7485'THE MARK IS LOCATED ABOUT SOUTHEAST CORNER OF MANTORVILLE.
 DQ7485'
 DQ7485'TO REACH THE MARK IN BRIDGE ABUTMENT IN SOUTHWEST CORNER OF TRUNK
 DQ7485'HIGHWAY 57 BRIDGE NUMBER 20004 OVER SOUTH BRANCH OF MIDDLE FORK OF THE
 DQ7485'ZUMBRO RIVER, 2.7 MI (4.3 KM) NORTH ALONG TRUNK HIGHWAY 57 FROM THE
 DQ7485'JUNCTION OF TRUNK HIGHWAY 57 AND TRUNK HIGHWAY 14 IN MANTORVILLE, AT
 DQ7485'TRUNK HIGHWAY 57 MILE POINT 2.7.
 DQ7485'
 DQ7485'THE MARK IS LOCATED 28.0 FT (8.5 M) WEST OF TRUNK HIGHWAY 57, 4.5 FT
 DQ7485'(1.4 M) BELOW TRUNK HIGHWAY 57.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DQ7471 ***********************************************************************
 DQ7471  DESIGNATION -  2007 D
 DQ7471  PID         -  DQ7471
 DQ7471  STATE/COUNTY-  MN/DODGE
 DQ7471  COUNTRY     -  US
 DQ7471  USGS QUAD   -  CONCORD (2019)
 DQ7471
 DQ7471                         *CURRENT SURVEY CONTROL
 DQ7471  ______________________________________________________________________
 DQ7471* NAD 83(1986) POSITION- 44 11 22.46   (N) 092 46 50.61   (W)   HD_HELD1
 DQ7471* NAVD 88 ORTHO HEIGHT -   356.134 (meters)     1168.42  (feet) ADJUSTED
 DQ7471  ______________________________________________________________________
 DQ7471  GEOID HEIGHT    -        -29.628 (meters)                     GEOID18
 DQ7471  DYNAMIC HEIGHT  -        356.066 (meters)     1168.19  (feet) COMP
 DQ7471  MODELED GRAVITY -    980,417.4   (mgal)                       NAVD 88
 DQ7471
 DQ7471  VERT ORDER      -  SECOND    CLASS I
 DQ7471
 DQ7471.The horizontal coordinates were determined by differentially corrected
 DQ7471.hand held GPS observations or other comparable positioning techniques
 DQ7471.and have an estimated accuracy of +/- 3 meters.
 DQ7471
 DQ7471.The orthometric height was determined by differential leveling and
 DQ7471.adjusted by the NATIONAL GEODETIC SURVEY
 DQ7471.in May 2019.
 DQ7471
 DQ7471.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ7471.GEOID18 height accuracy estimate available here.
 DQ7471
 DQ7471.Click photographs - Photos may exist for this station.
 DQ7471
 DQ7471.The dynamic height is computed by dividing the NAVD 88
 DQ7471.geopotential number by the normal gravity value computed on the
 DQ7471.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ7471.degrees latitude (g = 980.6199 gals.).
 DQ7471
 DQ7471.The modeled gravity was interpolated from observed gravity values.
 DQ7471
 DQ7471;                    North         East    Units  Estimated Accuracy
 DQ7471;SPC MN S     -   232,902.0     897,471.7     MT  (+/- 3 meters HH1 GPS) 
 DQ7471
 DQ7471_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWJ1752492951(NAD 83)
 DQ7471
 DQ7471                          SUPERSEDED SURVEY CONTROL
 DQ7471
 DQ7471.No superseded survey control is available for this station.
 DQ7471
 DQ7471_MARKER: F = FLANGE-ENCASED ROD
 DQ7471_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DQ7471_STAMPING: 2007 D 2016
 DQ7471_MARK LOGO: MNDT
 DQ7471_PROJECTION: RECESSED 5 CENTIMETERS
 DQ7471_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DQ7471_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ7471_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ7471+SATELLITE: SATELLITE OBSERVATIONS - April 12, 2021
 DQ7471_ROD/PIPE-DEPTH: 3.7 meters
 DQ7471
 DQ7471  HISTORY     - Date     Condition        Report By
 DQ7471  HISTORY     - 20161129 MONUMENTED       MNDT
 DQ7471  HISTORY     - 20210412 GOOD             MNDT
 DQ7471
 DQ7471                          STATION DESCRIPTION
 DQ7471
 DQ7471'DESCRIBED BY MN DEPT OF TRANSP 2016
 DQ7471'THE MARK IS LOCATED ABOUT 9.0 MI (14.5 KM) NORTH OF MANTORVILLE.
 DQ7471'
 DQ7471'TO REACH THE MARK GO 9.05 MI (14.56 KM) NORTH ALONG TRUNK HIGHWAY 57
 DQ7471'FROM THE JUNCTION OF TRUNK HIGHWAY 57 AND COUNTY ROAD 12 IN
 DQ7471'MANTORVILLE, AT TRUNK HIGHWAY 57 MILE POINT 11.70, 0.25 MI (0.40 KM)
 DQ7471'NORTHEAST OF 227TH AVENUE.
 DQ7471'
 DQ7471'THE MARK IS LOCATED 72.2 FT (22.0 M) NORTHEAST OF TRUNK HIGHWAY 57,
 DQ7471'16.3 FT (5.0 M) SOUTHEAST OF A FIELD ENTRANCE, 2.8 FT (0.9 M)
 DQ7471'SOUTHWEST OF A FENCE, 1.5 FT (0.5 M) SOUTHWEST OF A WITNESS POST.
 DQ7471'
 DQ7471'NOTE-THE STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM ROD
 DQ7471'DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION REMOVABLE DISK
 DQ7471'SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH PVC
 DQ7471'PIPE BACK FILLED WITH WASHED SAND.
 DQ7471
 DQ7471                          STATION RECOVERY (2021)
 DQ7471
 DQ7471'RECOVERY NOTE BY MN DEPT OF TRANSP 2021 (KMS)
 DQ7471'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DQ7473 ***********************************************************************
 DQ7473  DESIGNATION -  2007 E
 DQ7473  PID         -  DQ7473
 DQ7473  STATE/COUNTY-  MN/DODGE
 DQ7473  COUNTRY     -  US
 DQ7473  USGS QUAD   -  CONCORD (2019)
 DQ7473
 DQ7473                         *CURRENT SURVEY CONTROL
 DQ7473  ______________________________________________________________________
 DQ7473* NAD 83(1986) POSITION- 44 09 57.40   (N) 092 46 46.25   (W)   HD_HELD1
 DQ7473* NAVD 88 ORTHO HEIGHT -   345.516 (meters)     1133.58  (feet) ADJUSTED
 DQ7473  ______________________________________________________________________
 DQ7473  GEOID HEIGHT    -        -29.640 (meters)                     GEOID18
 DQ7473  DYNAMIC HEIGHT  -        345.448 (meters)     1133.36  (feet) COMP
 DQ7473  MODELED GRAVITY -    980,413.0   (mgal)                       NAVD 88
 DQ7473
 DQ7473  VERT ORDER      -  SECOND    CLASS I
 DQ7473
 DQ7473.The horizontal coordinates were determined by differentially corrected
 DQ7473.hand held GPS observations or other comparable positioning techniques
 DQ7473.and have an estimated accuracy of +/- 3 meters.
 DQ7473
 DQ7473.The orthometric height was determined by differential leveling and
 DQ7473.adjusted by the NATIONAL GEODETIC SURVEY
 DQ7473.in May 2019.
 DQ7473
 DQ7473.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ7473.GEOID18 height accuracy estimate available here.
 DQ7473
 DQ7473.Click photographs - Photos may exist for this station.
 DQ7473
 DQ7473.The dynamic height is computed by dividing the NAVD 88
 DQ7473.geopotential number by the normal gravity value computed on the
 DQ7473.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ7473.degrees latitude (g = 980.6199 gals.).
 DQ7473
 DQ7473.The modeled gravity was interpolated from observed gravity values.
 DQ7473
 DQ7473;                    North         East    Units  Estimated Accuracy
 DQ7473;SPC MN S     -   230,278.5     897,607.7     MT  (+/- 3 meters HH1 GPS) 
 DQ7473
 DQ7473_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWJ1762790327(NAD 83)
 DQ7473
 DQ7473                          SUPERSEDED SURVEY CONTROL
 DQ7473
 DQ7473.No superseded survey control is available for this station.
 DQ7473
 DQ7473_MARKER: F = FLANGE-ENCASED ROD
 DQ7473_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DQ7473_STAMPING: 2007 E 2016
 DQ7473_MARK LOGO: MNDT
 DQ7473_PROJECTION: RECESSED 5 CENTIMETERS
 DQ7473_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DQ7473_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ7473_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ7473+SATELLITE: SATELLITE OBSERVATIONS - November 30, 2016
 DQ7473_ROD/PIPE-DEPTH: 8.2 meters
 DQ7473
 DQ7473  HISTORY     - Date     Condition        Report By
 DQ7473  HISTORY     - 20161130 MONUMENTED       MNDT
 DQ7473
 DQ7473                          STATION DESCRIPTION
 DQ7473
 DQ7473'DESCRIBED BY MN DEPT OF TRANSP 2016
 DQ7473'THE MARK IS LOCATED ABOUT 7.5 MI (12.1 KM) NORTH OF MANTORVILLE.
 DQ7473'
 DQ7473'TO REACH THE MARK GO 7.4 MI (11.9 KM) NORTH ALONG TRUNK HIGHWAY 57
 DQ7473'FROM THE JUNCTION OF TRUNK HIGHWAY 57 AND COUNTY ROAD 12 IN
 DQ7473'MANTORVILLE, AT TRUNK HIGHWAY 57 MILE POINT 10.0.
 DQ7473'
 DQ7473'THE MARK IS LOCATED 41.8 FT (12.7 M) EAST OF TRUNK HIGHWAY 57, 39.0 FT
 DQ7473'(11.9 M) SOUTH OF EXTENDED CENTERLINE OF COUNTY ROAD 24 WEST, 179.5 FT
 DQ7473'(54.7 M) SOUTH-SOUTHEAST OF MILEPOST 10, 1.5 FT (0.5 M) WEST OF A
 DQ7473'WITNESS POST.
 DQ7473'
 DQ7473'NOTE-THE STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM ROD
 DQ7473'DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION REMOVABLE DISK
 DQ7473'SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH PVC
 DQ7473'PIPE BACK FILLED WITH WASHED SAND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DQ7475 ***********************************************************************
 DQ7475  DESIGNATION -  2007 F
 DQ7475  PID         -  DQ7475
 DQ7475  STATE/COUNTY-  MN/DODGE
 DQ7475  COUNTRY     -  US
 DQ7475  USGS QUAD   -  CONCORD (2019)
 DQ7475
 DQ7475                         *CURRENT SURVEY CONTROL
 DQ7475  ______________________________________________________________________
 DQ7475* NAD 83(1986) POSITION- 44 09 03.72   (N) 092 46 44.69   (W)   HD_HELD1
 DQ7475* NAVD 88 ORTHO HEIGHT -   363.450 (meters)     1192.42  (feet) ADJUSTED
 DQ7475  ______________________________________________________________________
 DQ7475  GEOID HEIGHT    -        -29.646 (meters)                     GEOID18
 DQ7475  DYNAMIC HEIGHT  -        363.378 (meters)     1192.18  (feet) COMP
 DQ7475  MODELED GRAVITY -    980,410.2   (mgal)                       NAVD 88
 DQ7475
 DQ7475  VERT ORDER      -  SECOND    CLASS I
 DQ7475
 DQ7475.The horizontal coordinates were determined by differentially corrected
 DQ7475.hand held GPS observations or other comparable positioning techniques
 DQ7475.and have an estimated accuracy of +/- 3 meters.
 DQ7475
 DQ7475.The orthometric height was determined by differential leveling and
 DQ7475.adjusted by the NATIONAL GEODETIC SURVEY
 DQ7475.in May 2019.
 DQ7475
 DQ7475.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ7475.GEOID18 height accuracy estimate available here.
 DQ7475
 DQ7475.Click photographs - Photos may exist for this station.
 DQ7475
 DQ7475.The dynamic height is computed by dividing the NAVD 88
 DQ7475.geopotential number by the normal gravity value computed on the
 DQ7475.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ7475.degrees latitude (g = 980.6199 gals.).
 DQ7475
 DQ7475.The modeled gravity was interpolated from observed gravity values.
 DQ7475
 DQ7475;                    North         East    Units  Estimated Accuracy
 DQ7475;SPC MN S     -   228,622.5     897,667.1     MT  (+/- 3 meters HH1 GPS) 
 DQ7475
 DQ7475_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWJ1766788671(NAD 83)
 DQ7475
 DQ7475                          SUPERSEDED SURVEY CONTROL
 DQ7475
 DQ7475.No superseded survey control is available for this station.
 DQ7475
 DQ7475_MARKER: F = FLANGE-ENCASED ROD
 DQ7475_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DQ7475_STAMPING: 2007 F 2016
 DQ7475_MARK LOGO: MNDT
 DQ7475_PROJECTION: RECESSED 5 CENTIMETERS
 DQ7475_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DQ7475_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ7475_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ7475+SATELLITE: SATELLITE OBSERVATIONS - November 30, 2016
 DQ7475_ROD/PIPE-DEPTH: 7.6 meters
 DQ7475
 DQ7475  HISTORY     - Date     Condition        Report By
 DQ7475  HISTORY     - 20161130 MONUMENTED       MNDT
 DQ7475
 DQ7475                          STATION DESCRIPTION
 DQ7475
 DQ7475'DESCRIBED BY MN DEPT OF TRANSP 2016
 DQ7475'THE MARK IS LOCATED ABOUT 6.5 MI (10.5 KM) NORTH OF MANTORVILLE.
 DQ7475'
 DQ7475'TO REACH THE MARK GO 6.3 MI (10.1 KM) NORTH ALONG TRUNK HIGHWAY 57
 DQ7475'FROM THE JUNCTION OF TRUNK HIGHWAY 57 AND COUNTY ROAD 12 IN
 DQ7475'MANTORVILLE, AT TRUNK HIGHWAY 57 MILE POINT 9.0, 0.1 MI (0.2 KM) SOUTH
 DQ7475'OF 550TH STREET.
 DQ7475'
 DQ7475'THE MARK IS LOCATED 65.1 FT (19.8 M) WEST OF TRUNK HIGHWAY 57, 64.7 FT
 DQ7475'(19.7 M) SOUTH OF A DRIVEWAY NUMBER 55121, 1.5 FT (0.5 M) EAST OF A
 DQ7475'WITNESS POST.
 DQ7475'
 DQ7475'NOTE-THE STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM ROD
 DQ7475'DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION REMOVABLE DISK
 DQ7475'SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH PVC
 DQ7475'PIPE BACK FILLED WITH WASHED SAND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DQ7479 ***********************************************************************
 DQ7479  DESIGNATION -  2007 G
 DQ7479  PID         -  DQ7479
 DQ7479  STATE/COUNTY-  MN/DODGE
 DQ7479  COUNTRY     -  US
 DQ7479  USGS QUAD   -  DODGE CENTER (2019)
 DQ7479
 DQ7479                         *CURRENT SURVEY CONTROL
 DQ7479  ______________________________________________________________________
 DQ7479* NAD 83(1986) POSITION- 44 07 05.06   (N) 092 46 43.13   (W)   HD_HELD1
 DQ7479* NAVD 88 ORTHO HEIGHT -   372.365 (meters)     1221.67  (feet) ADJUSTED
 DQ7479  ______________________________________________________________________
 DQ7479  GEOID HEIGHT    -        -29.659 (meters)                     GEOID18
 DQ7479  DYNAMIC HEIGHT  -        372.290 (meters)     1221.42  (feet) COMP
 DQ7479  MODELED GRAVITY -    980,404.4   (mgal)                       NAVD 88
 DQ7479
 DQ7479  VERT ORDER      -  SECOND    CLASS I
 DQ7479
 DQ7479.The horizontal coordinates were determined by differentially corrected
 DQ7479.hand held GPS observations or other comparable positioning techniques
 DQ7479.and have an estimated accuracy of +/- 3 meters.
 DQ7479
 DQ7479.The orthometric height was determined by differential leveling and
 DQ7479.adjusted by the NATIONAL GEODETIC SURVEY
 DQ7479.in May 2019.
 DQ7479
 DQ7479.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ7479.GEOID18 height accuracy estimate available here.
 DQ7479
 DQ7479.Click photographs - Photos may exist for this station.
 DQ7479
 DQ7479.The dynamic height is computed by dividing the NAVD 88
 DQ7479.geopotential number by the normal gravity value computed on the
 DQ7479.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ7479.degrees latitude (g = 980.6199 gals.).
 DQ7479
 DQ7479.The modeled gravity was interpolated from observed gravity values.
 DQ7479
 DQ7479;                    North         East    Units  Estimated Accuracy
 DQ7479;SPC MN S     -   224,961.1     897,756.5     MT  (+/- 3 meters HH1 GPS) 
 DQ7479
 DQ7479_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWJ1771185010(NAD 83)
 DQ7479
 DQ7479                          SUPERSEDED SURVEY CONTROL
 DQ7479
 DQ7479.No superseded survey control is available for this station.
 DQ7479
 DQ7479_MARKER: F = FLANGE-ENCASED ROD
 DQ7479_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DQ7479_STAMPING: 2007 G 2016
 DQ7479_MARK LOGO: MNDT
 DQ7479_PROJECTION: RECESSED 5 CENTIMETERS
 DQ7479_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DQ7479_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ7479_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ7479+SATELLITE: SATELLITE OBSERVATIONS - April 12, 2021
 DQ7479_ROD/PIPE-DEPTH: 7.0 meters
 DQ7479
 DQ7479  HISTORY     - Date     Condition        Report By
 DQ7479  HISTORY     - 20161129 MONUMENTED       MNDT
 DQ7479  HISTORY     - 20210412 GOOD             MNDT
 DQ7479
 DQ7479                          STATION DESCRIPTION
 DQ7479
 DQ7479'DESCRIBED BY MN DEPT OF TRANSP 2016
 DQ7479'THE MARK IS LOCATED ABOUT 4.0 MI (6.4 KM) NORTH OF MANTORVILLE.
 DQ7479'
 DQ7479'TO REACH THE MARK GO 4.05 MI (6.52 KM) NORTH ALONG TRUNK HIGHWAY 57
 DQ7479'FROM THE JUNCTION OF TRUNK HIGHWAY 57 AND COUNTY ROAD 12 IN
 DQ7479'MANTORVILLE, AT TRUNK HIGHWAY 57 MILE POINT 6.60, 0.1 MI (0.2 KM)
 DQ7479'NORTH OF 575TH STREET.
 DQ7479'
 DQ7479'THE MARK IS LOCATED 59.2 FT (18.0 M) EAST OF TRUNK HIGHWAY 57, 16.2 FT
 DQ7479'(4.9 M) SOUTH OF A FIELD ENTRANCE, 5.0 FT (1.5 M) NORTH OF A WITNESS
 DQ7479'POST.
 DQ7479'
 DQ7479'NOTE-THE STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM ROD
 DQ7479'DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION REMOVABLE DISK
 DQ7479'SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH PVC
 DQ7479'PIPE BACK FILLED WITH WASHED SAND.
 DQ7479
 DQ7479                          STATION RECOVERY (2021)
 DQ7479
 DQ7479'RECOVERY NOTE BY MN DEPT OF TRANSP 2021 (KMS)
 DQ7479'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DQ7480 ***********************************************************************
 DQ7480  DESIGNATION -  2007 H
 DQ7480  PID         -  DQ7480
 DQ7480  STATE/COUNTY-  MN/DODGE
 DQ7480  COUNTRY     -  US
 DQ7480  USGS QUAD   -  DODGE CENTER (2019)
 DQ7480
 DQ7480                         *CURRENT SURVEY CONTROL
 DQ7480  ______________________________________________________________________
 DQ7480* NAD 83(1986) POSITION- 44 06 19.50   (N) 092 46 28.43   (W)   HD_HELD1
 DQ7480* NAVD 88 ORTHO HEIGHT -   390.121 (meters)     1279.92  (feet) ADJUSTED
 DQ7480  ______________________________________________________________________
 DQ7480  GEOID HEIGHT    -        -29.678 (meters)                     GEOID18
 DQ7480  DYNAMIC HEIGHT  -        390.040 (meters)     1279.66  (feet) COMP
 DQ7480  MODELED GRAVITY -    980,402.0   (mgal)                       NAVD 88
 DQ7480
 DQ7480  VERT ORDER      -  SECOND    CLASS I
 DQ7480
 DQ7480.The horizontal coordinates were determined by differentially corrected
 DQ7480.hand held GPS observations or other comparable positioning techniques
 DQ7480.and have an estimated accuracy of +/- 3 meters.
 DQ7480
 DQ7480.The orthometric height was determined by differential leveling and
 DQ7480.adjusted by the NATIONAL GEODETIC SURVEY
 DQ7480.in May 2019.
 DQ7480
 DQ7480.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ7480.GEOID18 height accuracy estimate available here.
 DQ7480
 DQ7480.Click photographs - Photos may exist for this station.
 DQ7480
 DQ7480.The dynamic height is computed by dividing the NAVD 88
 DQ7480.geopotential number by the normal gravity value computed on the
 DQ7480.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ7480.degrees latitude (g = 980.6199 gals.).
 DQ7480
 DQ7480.The modeled gravity was interpolated from observed gravity values.
 DQ7480
 DQ7480;                    North         East    Units  Estimated Accuracy
 DQ7480;SPC MN S     -   223,560.0     898,104.4     MT  (+/- 3 meters HH1 GPS) 
 DQ7480
 DQ7480_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWJ1804283606(NAD 83)
 DQ7480
 DQ7480                          SUPERSEDED SURVEY CONTROL
 DQ7480
 DQ7480.No superseded survey control is available for this station.
 DQ7480
 DQ7480_MARKER: F = FLANGE-ENCASED ROD
 DQ7480_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DQ7480_STAMPING: 2007 H 2016
 DQ7480_MARK LOGO: MNDT
 DQ7480_PROJECTION: RECESSED 5 CENTIMETERS
 DQ7480_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DQ7480_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ7480_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ7480+SATELLITE: SATELLITE OBSERVATIONS - April 13, 2021
 DQ7480_ROD/PIPE-DEPTH: 10.7 meters
 DQ7480
 DQ7480  HISTORY     - Date     Condition        Report By
 DQ7480  HISTORY     - 20161129 MONUMENTED       MNDT
 DQ7480  HISTORY     - 20210413 GOOD             MNDT
 DQ7480
 DQ7480                          STATION DESCRIPTION
 DQ7480
 DQ7480'DESCRIBED BY MN DEPT OF TRANSP 2016
 DQ7480'THE MARK IS LOCATED ABOUT 3.0 MI (4.8 KM) NORTH OF MANTORVILLE.
 DQ7480'
 DQ7480'TO REACH THE MARK GO 3.1 MI (5.0 KM) NORTH ALONG TRUNK HIGHWAY 57 FROM
 DQ7480'THE JUNCTION OF TRUNK HIGHWAY 57 AND COUNTY ROAD 12 IN MANTORVILLE, AT
 DQ7480'TRUNK HIGHWAY 57 MILE POINT 5.80.
 DQ7480'
 DQ7480'THE MARK IS LOCATED 43.6 FT (13.3 M) NORTH EAST OF TRUNK HIGHWAY 57,
 DQ7480'37.0 FT (11.3 M) SOUTH-SOUTHEAST OF EXTENDED CENTERLINE OF 585TH
 DQ7480'STREET, 30.3 FT (9.2 M) SOUTH-SOUTHEAST OF A DRIVEWAY NUMBER 58520,
 DQ7480'4.1 FT (1.2 M) SOUTH-SOUTHEAST OF A WITNESS POST.
 DQ7480'
 DQ7480'NOTE-THE STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM ROD
 DQ7480'DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION REMOVABLE DISK
 DQ7480'SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH PVC
 DQ7480'PIPE BACK FILLED WITH WASHED SAND.
 DQ7480
 DQ7480                          STATION RECOVERY (2021)
 DQ7480
 DQ7480'RECOVERY NOTE BY MN DEPT OF TRANSP 2021 (KMS)
 DQ7480'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DQ7483 ***********************************************************************
 DQ7483  DESIGNATION -  2007 J
 DQ7483  PID         -  DQ7483
 DQ7483  STATE/COUNTY-  MN/DODGE
 DQ7483  COUNTRY     -  US
 DQ7483  USGS QUAD   -  DODGE CENTER (2019)
 DQ7483
 DQ7483                         *CURRENT SURVEY CONTROL
 DQ7483  ______________________________________________________________________
 DQ7483* NAD 83(1986) POSITION- 44 04 41.57   (N) 092 45 31.33   (W)   HD_HELD1
 DQ7483* NAVD 88 ORTHO HEIGHT -   363.793 (meters)     1193.54  (feet) ADJUSTED
 DQ7483  ______________________________________________________________________
 DQ7483  GEOID HEIGHT    -        -29.744 (meters)                     GEOID18
 DQ7483  DYNAMIC HEIGHT  -        363.716 (meters)     1193.29  (feet) COMP
 DQ7483  MODELED GRAVITY -    980,397.2   (mgal)                       NAVD 88
 DQ7483
 DQ7483  VERT ORDER      -  SECOND    CLASS I
 DQ7483
 DQ7483.The horizontal coordinates were determined by differentially corrected
 DQ7483.hand held GPS observations or other comparable positioning techniques
 DQ7483.and have an estimated accuracy of +/- 3 meters.
 DQ7483
 DQ7483.The orthometric height was determined by differential leveling and
 DQ7483.adjusted by the NATIONAL GEODETIC SURVEY
 DQ7483.in May 2019.
 DQ7483
 DQ7483.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ7483.GEOID18 height accuracy estimate available here.
 DQ7483
 DQ7483.Click photographs - Photos may exist for this station.
 DQ7483
 DQ7483.The dynamic height is computed by dividing the NAVD 88
 DQ7483.geopotential number by the normal gravity value computed on the
 DQ7483.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ7483.degrees latitude (g = 980.6199 gals.).
 DQ7483
 DQ7483.The modeled gravity was interpolated from observed gravity values.
 DQ7483
 DQ7483;                    North         East    Units  Estimated Accuracy
 DQ7483;SPC MN S     -   220,557.1     899,420.0     MT  (+/- 3 meters HH1 GPS) 
 DQ7483
 DQ7483_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWJ1932080588(NAD 83)
 DQ7483
 DQ7483                          SUPERSEDED SURVEY CONTROL
 DQ7483
 DQ7483.No superseded survey control is available for this station.
 DQ7483
 DQ7483_MARKER: F = FLANGE-ENCASED ROD
 DQ7483_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DQ7483_STAMPING: 2007 J 2016
 DQ7483_MARK LOGO: MNDT
 DQ7483_PROJECTION: RECESSED 5 CENTIMETERS
 DQ7483_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DQ7483_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ7483_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ7483+SATELLITE: SATELLITE OBSERVATIONS - November 28, 2016
 DQ7483_ROD/PIPE-DEPTH: 12.2 meters
 DQ7483
 DQ7483  HISTORY     - Date     Condition        Report By
 DQ7483  HISTORY     - 20161128 MONUMENTED       MNDT
 DQ7483
 DQ7483                          STATION DESCRIPTION
 DQ7483
 DQ7483'DESCRIBED BY MN DEPT OF TRANSP 2016
 DQ7483'THE MARK IS LOCATED ABOUT 1.0 MI (1.6 KM) NORTH OF MANTORVILLE.
 DQ7483'
 DQ7483'TO REACH THE MARK GO 1.05 MI (1.69 KM) NORTH ALONG TRUNK HIGHWAY 57
 DQ7483'FROM THE JUNCTION OF TRUNK HIGHWAY 57 AND COUNTY ROAD 12 IN
 DQ7483'MANTORVILLE, AT TRUNK HIGHWAY 57 MILE POINT 3.60.
 DQ7483'
 DQ7483'THE MARK IS LOCATED 67.5 FT (20.6 M) SOUTHWEST OF TRUNK HIGHWAY 57,
 DQ7483'0.10 FT (3 CM) SOUTHEAST OF COUNTY ROAD 16, 18.8 FT (5.7 M) NORTHWEST
 DQ7483'FIELD ENTRANCE, 5.0 FT (1.5 M) SOUTHEAST OF A WITNESS POST.
 DQ7483'
 DQ7483'NOTE-THE STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM ROD
 DQ7483'DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION REMOVABLE DISK
 DQ7483'SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH PVC
 DQ7483'PIPE BACK FILLED WITH WASHED SAND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DQ7484 ***********************************************************************
 DQ7484  DESIGNATION -  2007 K
 DQ7484  PID         -  DQ7484
 DQ7484  STATE/COUNTY-  MN/DODGE
 DQ7484  COUNTRY     -  US
 DQ7484  USGS QUAD   -  DODGE CENTER (2019)
 DQ7484
 DQ7484                         *CURRENT SURVEY CONTROL
 DQ7484  ______________________________________________________________________
 DQ7484* NAD 83(1986) POSITION- 44 03 53.91   (N) 092 45 18.77   (W)   HD_HELD1
 DQ7484* NAVD 88 ORTHO HEIGHT -   340.614 (meters)     1117.50  (feet) ADJUSTED
 DQ7484  ______________________________________________________________________
 DQ7484  GEOID HEIGHT    -        -29.761 (meters)                     GEOID18
 DQ7484  DYNAMIC HEIGHT  -        340.541 (meters)     1117.26  (feet) COMP
 DQ7484  MODELED GRAVITY -    980,395.3   (mgal)                       NAVD 88
 DQ7484
 DQ7484  VERT ORDER      -  SECOND    CLASS I
 DQ7484
 DQ7484.The horizontal coordinates were determined by differentially corrected
 DQ7484.hand held GPS observations or other comparable positioning techniques
 DQ7484.and have an estimated accuracy of +/- 3 meters.
 DQ7484
 DQ7484.The orthometric height was determined by differential leveling and
 DQ7484.adjusted by the NATIONAL GEODETIC SURVEY
 DQ7484.in May 2019.
 DQ7484
 DQ7484.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ7484.GEOID18 height accuracy estimate available here.
 DQ7484
 DQ7484.Click photographs - Photos may exist for this station.
 DQ7484
 DQ7484.The dynamic height is computed by dividing the NAVD 88
 DQ7484.geopotential number by the normal gravity value computed on the
 DQ7484.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ7484.degrees latitude (g = 980.6199 gals.).
 DQ7484
 DQ7484.The modeled gravity was interpolated from observed gravity values.
 DQ7484
 DQ7484;                    North         East    Units  Estimated Accuracy
 DQ7484;SPC MN S     -   219,090.6     899,721.8     MT  (+/- 3 meters HH1 GPS) 
 DQ7484
 DQ7484_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWJ1960479118(NAD 83)
 DQ7484
 DQ7484                          SUPERSEDED SURVEY CONTROL
 DQ7484
 DQ7484.No superseded survey control is available for this station.
 DQ7484
 DQ7484_MARKER: F = FLANGE-ENCASED ROD
 DQ7484_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DQ7484_STAMPING: 2007 K 2016
 DQ7484_MARK LOGO: MNDT
 DQ7484_PROJECTION: RECESSED 5 CENTIMETERS
 DQ7484_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DQ7484_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ7484_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ7484+SATELLITE: SATELLITE OBSERVATIONS - November 28, 2016
 DQ7484_ROD/PIPE-DEPTH: 8.2 meters
 DQ7484
 DQ7484  HISTORY     - Date     Condition        Report By
 DQ7484  HISTORY     - 20161128 MONUMENTED       MNDT
 DQ7484
 DQ7484                          STATION DESCRIPTION
 DQ7484
 DQ7484'DESCRIBED BY MN DEPT OF TRANSP 2016
 DQ7484'THE MARK IS LOCATED ABOUT IN MANTORVILLE.
 DQ7484'
 DQ7484'TO REACH THE MARK GO 0.05 MI (0.08 KM) NORTHWEST ALONG TRUNK HIGHWAY
 DQ7484'57 FROM THE JUNCTION OF TRUNK HIGHWAY 57 AND COUNTY ROAD 12 IN
 DQ7484'MANTORVILLE, AT TRUNK HIGHWAY 57 MILE POINT 2.75.
 DQ7484'
 DQ7484'THE MARK IS LOCATED 34.8 FT (10.6 M) SOUTHWEST OF TRUNK HIGHWAY 57,
 DQ7484'119.1 FT (36.3 M) NORTHWEST OF THE NORTHWEST CORNER OF BRIDGE, 1.5 FT
 DQ7484'(0.5 M) NORTHEAST OF A WITNESS POST.
 DQ7484'
 DQ7484'NOTE-THE STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM ROD
 DQ7484'DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION REMOVABLE DISK
 DQ7484'SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH PVC
 DQ7484'PIPE BACK FILLED WITH WASHED SAND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 AI4456 ***********************************************************************
 AI4456  DESIGNATION -  2008 A
 AI4456  PID         -  AI4456
 AI4456  STATE/COUNTY-  MN/DODGE
 AI4456  COUNTRY     -  US
 AI4456  USGS QUAD   -  BLOOMING PRAIRIE (2019)
 AI4456
 AI4456                         *CURRENT SURVEY CONTROL
 AI4456  ______________________________________________________________________
 AI4456* NAD 83(1986) POSITION- 43 51 13.25   (N) 093 02 28.75   (W)   HD_HELD1
 AI4456* NAVD 88 ORTHO HEIGHT -   387.150 (meters)     1270.17  (feet) ADJUSTED
 AI4456  ______________________________________________________________________
 AI4456  GEOID HEIGHT    -        -28.816 (meters)                     GEOID18
 AI4456  DYNAMIC HEIGHT  -        387.081 (meters)     1269.95  (feet) COMP
 AI4456  MODELED GRAVITY -    980,426.9   (mgal)                       NAVD 88
 AI4456
 AI4456  VERT ORDER      -  SECOND    CLASS I
 AI4456
 AI4456.The horizontal coordinates were determined by differentially corrected
 AI4456.hand held GPS observations or other comparable positioning techniques
 AI4456.and have an estimated accuracy of +/- 3 meters.
 AI4456
 AI4456.The orthometric height was determined by differential leveling and
 AI4456.adjusted by the NATIONAL GEODETIC SURVEY
 AI4456.in December 2004.
 AI4456
 AI4456.No vertical observational check was made to the station.
 AI4456
 AI4456.Significant digits in the geoid height do not necessarily reflect accuracy.
 AI4456.GEOID18 height accuracy estimate available here.
 AI4456
 AI4456.Click photographs - Photos may exist for this station.
 AI4456
 AI4456.The dynamic height is computed by dividing the NAVD 88
 AI4456.geopotential number by the normal gravity value computed on the
 AI4456.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI4456.degrees latitude (g = 980.6199 gals.).
 AI4456
 AI4456.The modeled gravity was interpolated from observed gravity values.
 AI4456
 AI4456;                    North         East    Units  Estimated Accuracy
 AI4456;SPC MN S     -   195,306.8     877,077.9     MT  (+/- 3 meters HH1 GPS) 
 AI4456
 AI4456_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVJ9667955622(NAD 83)
 AI4456
 AI4456                          SUPERSEDED SURVEY CONTROL
 AI4456
 AI4456.No superseded survey control is available for this station.
 AI4456
 AI4456_MARKER: DV = VERTICAL CONTROL DISK
 AI4456_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 AI4456_SP_SET: BOX CULVERT HEADWALL
 AI4456_STAMPING: 2008 A 1992
 AI4456_MARK LOGO: MNDT
 AI4456_MAGNETIC: N = NO MAGNETIC MATERIAL
 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 - June 13, 2013
 AI4456
 AI4456  HISTORY     - Date     Condition        Report By
 AI4456  HISTORY     - 1992     MONUMENTED       MNDT
 AI4456  HISTORY     - 20130613 GOOD             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.
 AI4456
 AI4456                          STATION RECOVERY (2013)
 AI4456
 AI4456'RECOVERY NOTE BY MN DEPT OF TRANSP 2013 (KMS)
 AI4456'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DP1340 ***********************************************************************
 DP1340  DESIGNATION -  207 ROBERT RESET
 DP1340  PID         -  DP1340
 DP1340  STATE/COUNTY-  MN/DAKOTA
 DP1340  COUNTRY     -  US
 DP1340  USGS QUAD   -  INVER GROVE HEIGHTS (2019)
 DP1340
 DP1340                         *CURRENT SURVEY CONTROL
 DP1340  ______________________________________________________________________
 DP1340* NAD 83(2011) POSITION- 44 50 04.83585(N) 093 05 06.89700(W)   ADJUSTED
 DP1340* NAD 83(2011) ELLIP HT-   243.007 (meters)        (02/02/14)   ADJUSTED
 DP1340* NAD 83(2011) EPOCH   -  2010.00
 DP1340* NAVD 88 ORTHO HEIGHT -   270.634 (meters)      887.91  (feet) ADJUSTED
 DP1340  ______________________________________________________________________
 DP1340  GEOID HEIGHT    -        -27.633 (meters)                     GEOID18
 DP1340  NAD 83(2011) X  -   -243,852.067 (meters)                     COMP
 DP1340  NAD 83(2011) Y  - -4,524,168.673 (meters)                     COMP
 DP1340  NAD 83(2011) Z  -  4,474,509.761 (meters)                     COMP
 DP1340  LAPLACE CORR    -         -7.99  (seconds)                    DEFLEC18
 DP1340  DYNAMIC HEIGHT  -        270.624 (meters)      887.87  (feet) COMP
 DP1340  MODELED GRAVITY -    980,574.2   (mgal)                       NAVD 88
 DP1340
 DP1340  VERT ORDER      -  SECOND    CLASS I
 DP1340
 DP1340  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DP1340  Standards:
 DP1340         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DP1340            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DP1340  -------------------------------------------------------------------
 DP1340  NETWORK    0.52   1.10           0.23   0.19   0.56      0.07003401
 DP1340  -------------------------------------------------------------------
 DP1340  Click here for local accuracies and other accuracy information.
 DP1340
 DP1340.The horizontal coordinates were established by GPS observations
 DP1340.and adjusted by the MN DEPT OF TRANSP in February 2014.
 DP1340
 DP1340.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DP1340.been affixed to the stable North American tectonic plate. See 
 DP1340.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DP1340
 DP1340.The horizontal coordinates are valid at the epoch date displayed above
 DP1340.which is a decimal equivalence of Year/Month/Day.
 DP1340
 DP1340.The orthometric height was determined by differential leveling and
 DP1340.adjusted by the NATIONAL GEODETIC SURVEY
 DP1340.in September 2016.
 DP1340
 DP1340.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP1340.GEOID18 height accuracy estimate available here.
 DP1340
 DP1340.Click photographs - Photos may exist for this station.
 DP1340
 DP1340.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DP1340
 DP1340.The Laplace correction was computed from DEFLEC18 derived deflections.
 DP1340
 DP1340.The ellipsoidal height was determined by GPS observations
 DP1340.and is referenced to NAD 83.
 DP1340
 DP1340.The dynamic height is computed by dividing the NAVD 88
 DP1340.geopotential number by the normal gravity value computed on the
 DP1340.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP1340.degrees latitude (g = 980.6199 gals.).
 DP1340
 DP1340.The modeled gravity was interpolated from observed gravity values.
 DP1340
 DP1340. The following values were computed from the NAD 83(2011) position.
 DP1340
 DP1340;                    North         East     Units Scale Factor Converg.
 DP1340;SPC MN S     -   304,259.996   872,326.392   MT  0.99993892   +0 38 28.2
 DP1340;SPC MN S     -   998,226.34  2,861,957.50   sFT  0.99993892   +0 38 28.2
 DP1340;UTM  15      - 4,964,588.870   493,261.768   MT  0.99960056   -0 03 36.4
 DP1340
 DP1340!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DP1340!SPC MN S     -   0.99996190  x   0.99993892  =   0.99990082
 DP1340!UTM  15      -   0.99996190  x   0.99960056  =   0.99956248
 DP1340
 DP1340_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK9326164588(NAD 83)
 DP1340
 DP1340                          SUPERSEDED SURVEY CONTROL
 DP1340
 DP1340  NAVD 88 (02/02/14)  270.64   (m)  GEOID12A model used  GPS OBS        
 DP1340
 DP1340.Superseded values are not recommended for survey control.
 DP1340
 DP1340.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DP1340.See file dsdata.pdf to determine how the superseded data were derived.
 DP1340
 DP1340_MARKER: F = FLANGE-ENCASED ROD
 DP1340_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 DP1340+WITH SETTING: INFORMATION.
 DP1340_STAMPING: 207 ROBERT RESET 2011
 DP1340_MARK LOGO: MNDT
 DP1340_PROJECTION: RECESSED 8 CENTIMETERS
 DP1340_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DP1340_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DP1340_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP1340+SATELLITE: SATELLITE OBSERVATIONS - August 01, 2023
 DP1340_ROD/PIPE-DEPTH: 2.7 meters
 DP1340
 DP1340  HISTORY     - Date     Condition        Report By
 DP1340  HISTORY     - 20111004 MONUMENTED       MNDT
 DP1340  HISTORY     - 20131212 GOOD             MNDT
 DP1340  HISTORY     - 20140623 GOOD             MNDT
 DP1340  HISTORY     - 20140805 GOOD             MNDT
 DP1340  HISTORY     - 20150408 GOOD             MNDT
 DP1340  HISTORY     - 20150623 GOOD             MNDT
 DP1340  HISTORY     - 20230801 GOOD             MNDT
 DP1340
 DP1340                          STATION DESCRIPTION
 DP1340
 DP1340'DESCRIBED BY MN DEPT OF TRANSP 2013 (KXJ)
 DP1340'STATION IS ON A KNOB BETWEEN 80TH STREET AND THE EXIT RAMP FROM
 DP1340'WESTBOUND TRUNK HIGHWAY 55 AND TRUNK HIGHWAY 3 NORTH, 200 FEET NORTH
 DP1340'OF THE EXIT RAMP, CROSS THE DITCH AND DRIVE 475 FEET SOUTH ALONG THE
 DP1340'CENTER KNOLL DIVIDING 8OTH STREET FROM TRUNK HIGHWAY 3,250 FEET EAST
 DP1340'OF TRUNK HIGHWAY 3, 200.0 FEET NORTH OF EXIT RAMP, 1.4 FEET EAST OF
 DP1340'WITNESS POST.
 DP1340
 DP1340                          STATION RECOVERY (2014)
 DP1340
 DP1340'RECOVERY NOTE BY MN DEPT OF TRANSP 2014 (DAS)
 DP1340'THE STATION IS LOCATED ABOUT 7.6 MI (12.2 KM) SOUTH OF SAINT PAUL, 4.7
 DP1340'MI (7.6 KM) WEST OF SAINT PAUL PARK AND 2.3 MI (3.7 KM) WEST-SOUTHWEST
 DP1340'OF INVER GROVE HEIGHTS.
 DP1340'
 DP1340'TO REACH THE MARK AT THE KNOB BETWEEN 80TH STREET AND THE EXIT RAMP
 DP1340'FROM WESTBOUND TRUNK HIGHWAY 55 AND TRUNK HIGHWAY 3 NORTH.
 DP1340'
 DP1340'THE MARK IS LOCATED 200 FT (61.0 M) NORTH OF THE EXIT RAMP, CROSS THE
 DP1340'DITCH AND DRIVE 475 FT (144.8 M) SOUTH ALONG THE CENTER KNOLL DIVIDING
 DP1340'80TH STREET FROM TRUNK HIGHWAY 3, 250 FT (76.2 M) EAST OF TRUNK
 DP1340'HIGHWAY 3, 200.0 FT (61.0 M) NORTH OF EXIT RAMP, 1.4 FT (0.4 M) EAST
 DP1340'OF A WITNESS POST.
 DP1340'
 DP1340'NOTE - THE STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM
 DP1340'ROD DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION REMOVABLE
 DP1340'DISK SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH
 DP1340'PVC PIPE BACK FILLED WITH WASHED SAND.
 DP1340
 DP1340                          STATION RECOVERY (2014)
 DP1340
 DP1340'RECOVERY NOTE BY MN DEPT OF TRANSP 2014 (TXR)
 DP1340'RECOVERED AS DESCRIBED.
 DP1340
 DP1340                          STATION RECOVERY (2015)
 DP1340
 DP1340'RECOVERY NOTE BY MN DEPT OF TRANSP 2015 (DAS)
 DP1340'IN INVER GROVE HEIGHTS, IN NORTHEAST QUADRANT OF THE JUNCTION OF TRUNK
 DP1340'HIGHWAY 3 AND TRUNK HIGHWAY 55, 190.6 FT (58.1 M) EAST-SOUTHEAST OF
 DP1340'NORTHBOUND TRUNK HIGHWAY 3, 151.6 FT (46.2 M) NORTH-NORTHEAST OF
 DP1340'WESTBOUND TRUNK HIGHWAY 55 EXIT RAMP, 110.1 FT (33.6 M) WEST-SOUTHWEST
 DP1340'OF 80TH STREET, 1.4 FT (0.4 M) EAST OF A WITNESS POST.
 DP1340
 DP1340                          STATION RECOVERY (2015)
 DP1340
 DP1340'RECOVERY NOTE BY MN DEPT OF TRANSP 2015 (SXS)
 DP1340'IN INVER GROVE HEIGHTS, IN NORTHEAST QUADRANT OF JUNCTION OF TRUNK
 DP1340'HIGHWAYS 3 AND 55, 190.6 FEET EAST-SOUTHEAST OF NORTHBOUND TRUNK
 DP1340'HIGHWAY 3, 151.6 FEET NORTH-NORTHEAST OF WESTBOUND TRUNK HIGHWAY 55
 DP1340'EXIT RAMP, 110.1 FEET WEST-SOUTHWEST OF 80TH STREET, 1.4 FEET EAST OF
 DP1340'WITNESS POST.
 DP1340
 DP1340                          STATION RECOVERY (2023)
 DP1340
 DP1340'RECOVERY NOTE BY MN DEPT OF TRANSP 2023 (MJS)
 DP1340'IN INVER GROVE HEIGHTS, IN THE NORTHEAST QUADRANT OF THE JUNCTION OF
 DP1340'TRUNK HIGHWAY 3 AND TRUNK HIGHWAY 55, 190.6 FT (58.1 M) EAST-SOUTHEAST
 DP1340'OF NORTHBOUND TRUNK HIGHWAY 3, 151.6 FT (46.2 M) NORTH-NORTHEAST OF
 DP1340'WESTBOUND TRUNK HIGHWAY 55 EXIT RAMP, 110.1 FT (33.6 M) WEST-SOUTHWEST
 DP1340'OF 80TH STREET, 1.4 FT (0.4 M) EAST OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DF5920 ***********************************************************************
 DF5920  DESIGNATION -  21
 DF5920  PID         -  DF5920
 DF5920  STATE/COUNTY-  MN/PINE
 DF5920  COUNTRY     -  US
 DF5920  USGS QUAD   -  BROOK PARK (2019)
 DF5920
 DF5920                         *CURRENT SURVEY CONTROL
 DF5920  ______________________________________________________________________
 DF5920* NAD 83(2011) POSITION- 45 56 41.09064(N) 093 05 10.16708(W)   ADJUSTED
 DF5920* NAD 83(2011) ELLIP HT-   288.726 (meters)        (06/27/12)   ADJUSTED
 DF5920* NAD 83(2011) EPOCH   -  2010.00
 DF5920* NAVD 88 ORTHO HEIGHT -   316.500 (meters)     1038.38  (feet) ADJUSTED
 DF5920  ______________________________________________________________________
 DF5920  GEOID HEIGHT    -        -27.774 (meters)                     GEOID18
 DF5920  NAD 83(2011) X  -   -239,196.899 (meters)                     COMP
 DF5920  NAD 83(2011) Y  - -4,436,492.983 (meters)                     COMP
 DF5920  NAD 83(2011) Z  -  4,561,186.756 (meters)                     COMP
 DF5920  LAPLACE CORR    -          2.97  (seconds)                    DEFLEC18
 DF5920  DYNAMIC HEIGHT  -        316.499 (meters)     1038.38  (feet) COMP
 DF5920  MODELED GRAVITY -    980,602.5   (mgal)                       NAVD 88
 DF5920
 DF5920  VERT ORDER      -  SECOND    CLASS I
 DF5920
 DF5920  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DF5920  Standards:
 DF5920         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DF5920            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DF5920  -------------------------------------------------------------------
 DF5920  NETWORK    0.24   0.35           0.11   0.08   0.18      0.03774008
 DF5920  -------------------------------------------------------------------
 DF5920  Click here for local accuracies and other accuracy information.
 DF5920
 DF5920.The horizontal coordinates were established by GPS observations
 DF5920.and adjusted by the National Geodetic Survey in June 2012.
 DF5920
 DF5920.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DF5920.been affixed to the stable North American tectonic plate. See 
 DF5920.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DF5920
 DF5920.The horizontal coordinates are valid at the epoch date displayed above
 DF5920.which is a decimal equivalence of Year/Month/Day.
 DF5920
 DF5920.The orthometric height was determined by differential leveling and
 DF5920.adjusted by the NATIONAL GEODETIC SURVEY
 DF5920.in October 2012.
 DF5920
 DF5920.No vertical observational check was made to the station.
 DF5920
 DF5920.Significant digits in the geoid height do not necessarily reflect accuracy.
 DF5920.GEOID18 height accuracy estimate available here.
 DF5920
 DF5920.Click photographs - Photos may exist for this station.
 DF5920
 DF5920.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DF5920
 DF5920.The Laplace correction was computed from DEFLEC18 derived deflections.
 DF5920
 DF5920.The ellipsoidal height was determined by GPS observations
 DF5920.and is referenced to NAD 83.
 DF5920
 DF5920.The dynamic height is computed by dividing the NAVD 88
 DF5920.geopotential number by the normal gravity value computed on the
 DF5920.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DF5920.degrees latitude (g = 980.6199 gals.).
 DF5920
 DF5920.The modeled gravity was interpolated from observed gravity values.
 DF5920
 DF5920. The following values were computed from the NAD 83(2011) position.
 DF5920
 DF5920;                    North         East     Units Scale Factor Converg.
 DF5920;SPC MN C     -   205,667.941   890,236.569   MT  0.99994508   +0 50 30.9
 DF5920;SPC MN C     -   674,762.24  2,920,717.81   sFT  0.99994508   +0 50 30.9
 DF5920;UTM  15      - 5,087,912.187   493,321.986   MT  0.99960055   -0 03 42.9
 DF5920
 DF5920!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF5920!SPC MN C     -   0.99995474  x   0.99994508  =   0.99989982
 DF5920!UTM  15      -   0.99995474  x   0.99960055  =   0.99955531
 DF5920
 DF5920_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL9332187912(NAD 83)
 DF5920
 DF5920                          SUPERSEDED SURVEY CONTROL
 DF5920
 DF5920  NAD 83(2007)-  45 56 41.09083(N)    093 05 10.16793(W) AD(2002.00) 1
 DF5920  ELLIP H (01/10/11)  288.750  (m)                       GP(2002.00) 1 1
 DF5920  NAD 83(2007)-  45 56 41.09042(N)    093 05 10.16745(W) AD(2002.00) 0
 DF5920  ELLIP H (02/10/07)  288.763  (m)                       GP(2002.00)    
 DF5920  NAD 83(1996)-  45 56 41.09019(N)    093 05 10.16688(W) AD(       ) 1
 DF5920  ELLIP H (05/27/03)  288.804  (m)                       GP(       ) 3 1
 DF5920  NAVD 88             316.50   (m)         1038.4    (f) LEVELING    3  
 DF5920  NAVD 88 (05/27/03)  316.5    (m)  GEOID99  model used  GPS OBS        
 DF5920
 DF5920.Superseded values are not recommended for survey control.
 DF5920
 DF5920.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF5920.See file dsdata.pdf to determine how the superseded data were derived.
 DF5920
 DF5920_MARKER: DH = HORIZONTAL CONTROL DISK
 DF5920_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF5920_STAMPING: NO 21
 DF5920_MARK LOGO: MN-115
 DF5920_PROJECTION: FLUSH
 DF5920_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DF5920_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DF5920+STABILITY: SURFACE MOTION
 DF5920_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF5920+SATELLITE: SATELLITE OBSERVATIONS - November 26, 2019
 DF5920
 DF5920  HISTORY     - Date     Condition        Report By
 DF5920  HISTORY     - 19991101 MONUMENTED       MN-115
 DF5920  HISTORY     - 20070905 GOOD             MNDT
 DF5920  HISTORY     - 20100415 GOOD             MNDT
 DF5920  HISTORY     - 20191126 GOOD             MNDT
 DF5920
 DF5920                          STATION DESCRIPTION
 DF5920
 DF5920'DESCRIBED BY PINE COUNTY MINNESOTA 1999 (MBR)
 DF5920'AT BROOK PARK, 025 MI (40.2 KM) SW ALONG TH 23 FROM JCT OF CO RD 126,
 DF5920'AT TH 23 MP 267.25, 40 FT (12.2 M) NORTH OF TH 23, 70 FT (21.3 M) ENE
 DF5920'OF EAST END OF GUARD RAIL, 2 FT (0.6 M) SOUTH OF WIT POST.
 DF5920
 DF5920                          STATION RECOVERY (2007)
 DF5920
 DF5920'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (DAS)
 DF5920'RECOVERED AS DESCRIBED.
 DF5920
 DF5920                          STATION RECOVERY (2010)
 DF5920
 DF5920'RECOVERY NOTE BY MN DEPT OF TRANSP 2010 (MAS)
 DF5920'THE MARK WAS RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.
 DF5920'THE MARK IS AT BROOK PARK, 0.25 MILE SOUTHWEST ALONG TRUNK HIGHWAY 23
 DF5920'FROM JUNCTION OF TRUNK HIGHWAY 23 AND COUNTY ROAD 126, AT TRUNK
 DF5920'HIGHWAY 23 MILEPOINT 267.25, 40.0 FEET NORTH OF TRUNK HIGHWAY 23, 70.0
 DF5920'FEET EAST-NORTHEAST OF EAST END OF GUARD RAIL, 2.0 FEET SOUTH OF
 DF5920'WITNESS POST.
 DF5920
 DF5920                          STATION RECOVERY (2019)
 DF5920
 DF5920'RECOVERY NOTE BY MN DEPT OF TRANSP 2019 (MPP)
 DF5920'AT BROOK PARK, 0.25 MI (0.40 KM) SOUTHWEST ALONG TRUNK HIGHWAY 23 FROM
 DF5920'THE JUNCTION OF TRUNK HIGHWAY 23 AND COUNTY ROAD 126, AT TRUNK HIGHWAY
 DF5920'23 MILE POINT 267.25, 40.0 FT (12.2 M) NORTH OF TRUNK HIGHWAY 23, 40.0
 DF5920'FT (12.2 M) EAST-NORTHEAST OF THE EAST END OF A GUARD RAIL, 2.0 FT
 DF5920'(0.6 M) SOUTH OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 QO0235 ***********************************************************************
 QO0235  DESIGNATION -  21 A CAP
 QO0235  PID         -  QO0235
 QO0235  STATE/COUNTY-  MN/PINE
 QO0235  COUNTRY     -  US
 QO0235  USGS QUAD   -  PINE CITY (2019)
 QO0235
 QO0235                         *CURRENT SURVEY CONTROL
 QO0235  ______________________________________________________________________
 QO0235* NAD 83(1986) POSITION- 45 49 36.09   (N) 092 58 08.17   (W)   HD_HELD1
 QO0235* NAVD 88 ORTHO HEIGHT -   289.483 (meters)      949.75  (feet) ADJUSTED
 QO0235  ______________________________________________________________________
 QO0235  GEOID HEIGHT    -        -27.715 (meters)                     GEOID18
 QO0235  DYNAMIC HEIGHT  -        289.482 (meters)      949.74  (feet) COMP
 QO0235  MODELED GRAVITY -    980,604.9   (mgal)                       NAVD 88
 QO0235
 QO0235  VERT ORDER      -  SECOND    CLASS 0
 QO0235
 QO0235.The horizontal coordinates were determined by differentially corrected
 QO0235.hand held GPS observations or other comparable positioning techniques
 QO0235.and have an estimated accuracy of +/- 3 meters.
 QO0235
 QO0235.The orthometric height was determined by differential leveling and
 QO0235.adjusted by the NATIONAL GEODETIC SURVEY
 QO0235.in June 1991.
 QO0235
 QO0235.Significant digits in the geoid height do not necessarily reflect accuracy.
 QO0235.GEOID18 height accuracy estimate available here.
 QO0235
 QO0235.Click photographs - Photos may exist for this station.
 QO0235
 QO0235.The dynamic height is computed by dividing the NAVD 88
 QO0235.geopotential number by the normal gravity value computed on the
 QO0235.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QO0235.degrees latitude (g = 980.6199 gals.).
 QO0235
 QO0235.The modeled gravity was interpolated from observed gravity values.
 QO0235
 QO0235;                    North         East    Units  Estimated Accuracy
 QO0235;SPC MN C     -   192,688.8     899,536.6     MT  (+/- 3 meters HH1 GPS) 
 QO0235
 QO0235_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWL0241274792(NAD 83)
 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
 QO0235.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QO0235.See file dsdata.pdf to determine how the superseded data were derived.
 QO0235
 QO0235_MARKER: P = PIPE CAP
 QO0235_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 QO0235_STAMPING: PBM
 QO0235_MARK LOGO: MRC
 QO0235_PROJECTION: RECESSED 30 CENTIMETERS
 QO0235_MAGNETIC: P = MARKER IS A STEEL PIPE
 QO0235_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QO0235
 QO0235  HISTORY     - Date     Condition        Report By
 QO0235  HISTORY     - 1966     MONUMENTED       MRC
 QO0235  HISTORY     - 1974     GOOD             MNHD
 QO0235  HISTORY     - 20071009 MARK NOT FOUND   MNDT
 QO0235
 QO0235                          STATION DESCRIPTION
 QO0235
 QO0235'DESCRIBED BY MN HIGHWAY DEPT 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, T39N, R21W.
 QO0235
 QO0235                          STATION RECOVERY (2007)
 QO0235
 QO0235'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (DAS)
 QO0235'THE MARK WAS NOT RECOVERED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DH5908 ***********************************************************************
 DH5908  DESIGNATION -  21 CER
 DH5908  PID         -  DH5908
 DH5908  STATE/COUNTY-  MN/CLEARWATER
 DH5908  COUNTRY     -  US
 DH5908  USGS QUAD   -  HEART LAKE (2019)
 DH5908
 DH5908                         *CURRENT SURVEY CONTROL
 DH5908  ______________________________________________________________________
 DH5908* NAD 83(1986) POSITION- 47 18 40.     (N) 095 17 49.     (W)   SCALED
 DH5908* NAVD 88 ORTHO HEIGHT -   490.342 (meters)     1608.73  (feet) ADJUSTED
 DH5908  ______________________________________________________________________
 DH5908  GEOID HEIGHT    -        -27.508 (meters)                     GEOID18
 DH5908  DYNAMIC HEIGHT  -        490.382 (meters)     1608.86  (feet) COMP
 DH5908  MODELED GRAVITY -    980,679.6   (mgal)                       NAVD 88
 DH5908
 DH5908  VERT ORDER      -  SECOND    CLASS II
 DH5908
 DH5908.The horizontal coordinates were scaled from a map and have
 DH5908.an estimated accuracy of +/- 6 seconds.
 DH5908
 DH5908.The orthometric height was determined by differential leveling and
 DH5908.adjusted by the NATIONAL GEODETIC SURVEY
 DH5908.in May 2009.
 DH5908
 DH5908.Significant digits in the geoid height do not necessarily reflect accuracy.
 DH5908.GEOID18 height accuracy estimate available here.
 DH5908
 DH5908.Click photographs - Photos may exist for this station.
 DH5908
 DH5908.The dynamic height is computed by dividing the NAVD 88
 DH5908.geopotential number by the normal gravity value computed on the
 DH5908.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH5908.degrees latitude (g = 980.6199 gals.).
 DH5908
 DH5908.The modeled gravity was interpolated from observed gravity values.
 DH5908
 DH5908;                    North         East    Units  Estimated Accuracy
 DH5908;SPC MN N     -   192,540.      633,910.      MT  (+/- 180 meters Scaled)
 DH5908
 DH5908_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUN263422(NAD 83)
 DH5908
 DH5908                          SUPERSEDED SURVEY CONTROL
 DH5908
 DH5908.No superseded survey control is available for this station.
 DH5908
 DH5908_MARKER: DB = BENCH MARK DISK
 DH5908_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 DH5908_STAMPING: 21 CER 1967
 DH5908_MARK LOGO: USGS
 DH5908_PROJECTION: FLUSH
 DH5908_MAGNETIC: I = MARKER IS A STEEL ROD
 DH5908_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DH5908_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH5908+SATELLITE: SATELLITE OBSERVATIONS - September 30, 1997
 DH5908_ROD/PIPE-DEPTH: 3.0 meters
 DH5908
 DH5908  HISTORY     - Date     Condition        Report By
 DH5908  HISTORY     - 1967     MONUMENTED       USGS
 DH5908  HISTORY     - 19970930 GOOD             MNDT
 DH5908
 DH5908                          STATION DESCRIPTION
 DH5908
 DH5908'DESCRIBED BY US GEOLOGICAL SURVEY 1967 (CER)
 DH5908'ZERKEL, CLEARWATER CO., 4.0 MI (6.4 KM) EAST OF, T. 144 N., RS. 36 AND
 DH5908'37 W., NEAR COR. OF SECS. 1, 6, 7 AND 12, 47 FT. SOUTH OF RD., 15 FT.
 DH5908'WEST OF EAST EDGE OF TIMBER, IN THE EAST END OF A SMALL CLEARING ON
 DH5908'SOUTH SIDE OF RD., AT CREST OF HILL, A STANDARD TABLET SET ON TOP OF A
 DH5908'COPPER COATED STEEL ROD, DRIVEN 10 FT (3.0 M) IN GROUND, AND STAMPED
 DH5908'21 CER 1967.
 DH5908
 DH5908                          STATION RECOVERY (1997)
 DH5908
 DH5908'RECOVERY NOTE BY MN DEPT OF TRANSP 1997 (DKH)
 DH5908'THE MARK WAS RECOVERED IN GOOD CONDITION.  NOTE--THE MARK IS LOCATED
 DH5908'ABOUT 4 MI (6.4 KM) EAST OF ZERKEL, 47 FT (14.3 M) SOUTH OF CO RD 37,
 DH5908'15 FT (4.6 M) WEST OF EAST EDGE OF TIMBER, 2.0 FT (0.6 M) NORTH OF WIT
 DH5908'POST, AT EAST END OF SMALL CLEARING, AT CREST OF HILL.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 QP1893 ***********************************************************************
 QP1893  DESIGNATION -  21 DRL
 QP1893  PID         -  QP1893
 QP1893  STATE/COUNTY-  MN/DOUGLAS
 QP1893  COUNTRY     -  US
 QP1893  USGS QUAD   -  LAKE MARY (2019)
 QP1893
 QP1893                         *CURRENT SURVEY CONTROL
 QP1893  ______________________________________________________________________
 QP1893* NAD 83(1986) POSITION- 45 51 39.66   (N) 095 29 27.00   (W)   HD_HELD1
 QP1893* NAVD 88 ORTHO HEIGHT -   441.995 (meters)     1450.11  (feet) ADJUSTED
 QP1893  ______________________________________________________________________
 QP1893  GEOID HEIGHT    -        -26.078 (meters)                     GEOID18
 QP1893  DYNAMIC HEIGHT  -        441.991 (meters)     1450.10  (feet) COMP
 QP1893  MODELED GRAVITY -    980,591.9   (mgal)                       NAVD 88
 QP1893
 QP1893  VERT ORDER      -  SECOND    CLASS I
 QP1893
 QP1893.The horizontal coordinates were determined by differentially corrected
 QP1893.hand held GPS observations or other comparable positioning techniques
 QP1893.and have an estimated accuracy of +/- 3 meters.
 QP1893
 QP1893.The orthometric height was determined by differential leveling and
 QP1893.adjusted by the NATIONAL GEODETIC SURVEY
 QP1893.in February 2018.
 QP1893
 QP1893.Significant digits in the geoid height do not necessarily reflect accuracy.
 QP1893.GEOID18 height accuracy estimate available here.
 QP1893
 QP1893.Click photographs - Photos may exist for this station.
 QP1893
 QP1893.The dynamic height is computed by dividing the NAVD 88
 QP1893.geopotential number by the normal gravity value computed on the
 QP1893.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QP1893.degrees latitude (g = 980.6199 gals.).
 QP1893
 QP1893.The modeled gravity was interpolated from observed gravity values.
 QP1893
 QP1893;                    North         East    Units  Estimated Accuracy
 QP1893;SPC MN C     -   196,453.5     703,648.8     MT  (+/- 3 meters HH1 GPS) 
 QP1893
 QP1893_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUL0664881622(NAD 83)
 QP1893
 QP1893                          SUPERSEDED SURVEY CONTROL
 QP1893
 QP1893  NAVD 88 (06/15/95)  441.979  (m)         1450.06   (f) SUPERSEDED  2 1
 QP1893
 QP1893.Superseded values are not recommended for survey control.
 QP1893
 QP1893.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QP1893.See file dsdata.pdf to determine how the superseded data were derived.
 QP1893
 QP1893_MARKER: DD = SURVEY DISK
 QP1893_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 QP1893_STAMPING: 21 DRL 1965
 QP1893_MARK LOGO: USGS
 QP1893_PROJECTION: PROJECTING 15 CENTIMETERS
 QP1893_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 QP1893_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QP1893_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 QP1893+SATELLITE: SATELLITE OBSERVATIONS - October 07, 2015
 QP1893
 QP1893  HISTORY     - Date     Condition        Report By
 QP1893  HISTORY     - 1965     MONUMENTED       USGS
 QP1893  HISTORY     - 1983     GOOD             MNDT
 QP1893  HISTORY     - 20151007 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.
 QP1893
 QP1893                          STATION RECOVERY (2015)
 QP1893
 QP1893'RECOVERY NOTE BY MN DEPT OF TRANSP 2015 (KMS)
 QP1893'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 QP1058 ***********************************************************************
 QP1058  DESIGNATION -  21 ES
 QP1058  PID         -  QP1058
 QP1058  STATE/COUNTY-  MN/SHERBURNE
 QP1058  COUNTRY     -  US
 QP1058  USGS QUAD   -  CABLE (2019)
 QP1058
 QP1058                         *CURRENT SURVEY CONTROL
 QP1058  ______________________________________________________________________
 QP1058* NAD 83(1996) POSITION- 45 31 53.33489(N) 094 00 23.87963(W)   ADJUSTED
 QP1058* NAVD 88 ORTHO HEIGHT -   311.    (meters)     1020.    (feet) SCALED
 QP1058  ______________________________________________________________________
 QP1058  GEOID HEIGHT    -        -27.347 (meters)                     GEOID18
 QP1058  LAPLACE CORR    -         -4.04  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 QP1058.GEOID18 height accuracy estimate available here.
 QP1058
 QP1058.Click photographs - Photos may exist for this station.
 QP1058
 QP1058.The Laplace correction was computed from DEFLEC18 derived deflections.
 QP1058
 QP1058. The following values were computed from the NAD 83(1996) position.
 QP1058
 QP1058;                    North         East     Units Scale Factor Converg.
 QP1058;SPC MN S     -   381,294.955   799,481.805   MT  1.00008405   -0 00 16.7
 QP1058;SPC MN S     - 1,250,965.20  2,622,966.56   sFT  1.00008405   -0 00 16.7
 QP1058;UTM  15      - 5,042,486.835   421,398.875   MT  0.99967596   -0 43 06.3
 QP1058
 QP1058!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QP1058!SPC MN S     -   0.99995552  x   1.00008405  =   1.00003956
 QP1058!UTM  15      -   0.99995552  x   0.99967596  =   0.99963149
 QP1058
 QP1058_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL2139842486(NAD 83)
 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
 QP1058.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QP1058.See file dsdata.pdf to determine how the superseded data were derived.
 QP1058
 QP1058_MARKER: DB = BENCH MARK DISK
 QP1058_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 QP1058_STAMPING: 1949 1021 ES 21
 QP1058_MARK LOGO: USGS
 QP1058_PROJECTION: FLUSH
 QP1058_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 QP1058_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QP1058_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QP1058+SATELLITE: SATELLITE OBSERVATIONS - July 16, 2018
 QP1058
 QP1058  HISTORY     - Date     Condition        Report By
 QP1058  HISTORY     - 19490401 MONUMENTED       USGS
 QP1058  HISTORY     - 19910710 GOOD             MNDT
 QP1058  HISTORY     - 20050728 GOOD             MNDT
 QP1058  HISTORY     - 20090721 GOOD             MNDT
 QP1058  HISTORY     - 20180716 GOOD             MNDT
 QP1058
 QP1058                          STATION DESCRIPTION
 QP1058
 QP1058'DESCRIBED BY US GEOLOGICAL SURVEY 1949 (BRB)
 QP1058'ABOUT 4 MILES SOUTHWEST OF DUELM, 3 MILES NORTHEAST OF CABLE AND
 QP1058'8 MILES WEST OF SANTIAGO, IN THE SOUTHEAST 1/4 OF SEC. 12, T
 QP1058'35 N., R 31 W. AND ON ROAD RIGHT-OF-WAY.  IT IS A STANDARD U.S.
 QP1058'GEOLOGICAL SURVEY BENCH MARK DISK SET IN THE TOP OF A 6 X 6
 QP1058'INCH CONCRETE POST, PROJECTING 1 INCH AND IS STAMPED ES 21 1949
 QP1058'1021 FEET.  IT IS 6 INCHES NORTHWEST OF A POWER POLE, 40 FEET
 QP1058'EAST OF THE CENTERLINE OF A GRAVELED ROAD AND 73 FEET EAST OF
 QP1058'THE WITNESS POST.
 QP1058'
 QP1058'TO REACH FROM THE JUNCTION OF STATE HIGHWAY 23 AND 218 IN FOLEY,
 QP1058'GO SOUTHWEST ON HIGHWAY 23 FOR 5.6 MILES TO A CROSSROAD (COUNTY
 QP1058'ROUTE 25).  TURN LEFT AND GO SOUTH ON A PAVED ROAD (COUNTY ROUTE
 QP1058'25) FOR 2.2 MILES TO THE JUNCTION OF STATE HIGHWAY 95.  CONTINUE
 QP1058'SOUTH ON COUNTY ROUTE 25 FOR 2.05 MILES TO END OF PAVED ROAD AND
 QP1058'THE SHERBURNE COUNTY LINE.  CONTINUE SOUTH ON A GRAVELED ROAD
 QP1058'FOR 1.9 MILES TO THE MARK ON THE LEFT.
 QP1058'
 QP1058'A TRAVERSE CONNECTION WAS MADE TO TRIANGULATION STATION CABLE AND
 QP1058'THE DISTANCE BEING 69.29 FEET AND 21.1194 METERS.
 QP1058
 QP1058                          STATION RECOVERY (1991)
 QP1058
 QP1058'RECOVERY NOTE BY MN DEPT OF TRANSP 1991 (DKH)
 QP1058'RECOVERED BY MINNESOTA DEPT OF TRANSPORTATION GEODETIC UNIT 1991 (DKH)
 QP1058'THE MARK WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.
 QP1058
 QP1058                          STATION RECOVERY (2005)
 QP1058
 QP1058'RECOVERY NOTE BY MN DEPT OF TRANSP 2005 (GJF)
 QP1058'4 MILES SOUTHWEST OF DUELM, 1.2 MILES NORTH AND 3.2 MILES EAST OF
 QP1058'CABLE, 6 INCHES NORTHWEST OF POWER POLE, 40 FEET EAST OF COUNTY ROAD
 QP1058'20 (BLACKTOP ROAD), 476 FEET NORTH OF COUNTY ROAD 3, 1.1 FEET
 QP1058'SOUTHWEST OF FIBERGLASS WITNESS POST, 1.0 FEET NORTH OF STEEL WITNESS
 QP1058'POST.
 QP1058
 QP1058                          STATION RECOVERY (2009)
 QP1058
 QP1058'RECOVERY NOTE BY MN DEPT OF TRANSP 2009 (WEF)
 QP1058'4.5 MI (7.2 KM) SOUTHWEST OF DUELM, 3.9 MI (6.3 KM) SOUTH ALONG 75TH
 QP1058'AVENUE NORTHEAST (COUNTY ROAD 48)  FROM THE JUNCTION OF 75TH AVENUE
 QP1058'NORTHEAST (COUNTY ROAD 48) AND TRUNK HIGHWAY 95 IN DUELM, 476.0 FT
 QP1058'(145.1 M) NORTH OF COUNTY ROAD 3, 40.0 FT (12.2 M) EAST OF COUNTY ROAD
 QP1058'20 (BLACKTOP ROAD), 6.0 INCHES (15 CM) NORTHWEST OF POWER POLE, 1.1 FT
 QP1058'(0.3 M) SOUTHWEST OF FIBERGLASS WITNESS POST, 1.0 FT (0.3 M) NORTH OF
 QP1058'STEEL WITNESS POST.
 QP1058
 QP1058                          STATION RECOVERY (2018)
 QP1058
 QP1058'RECOVERY NOTE BY MN DEPT OF TRANSP 2018 (MAS)
 QP1058'6.1 MI (9.8 KM) NORTH OF CLEAR LAKE, 0.75 MI (1.21 KM) NORTHWEST ALONG
 QP1058'TRUNK HIGHWAY 10 FROM THE JUNCTION OF TRUNK HIGHWAY 10 AND TRUNK
 QP1058'HIGHWAY 24 IN CLEAR LAKE TO TRUNK HIGHWAY 10 MILE POINT 188.05, THEN
 QP1058'5.4 MI (8.7 KM) NORTH ON COUNTY ROAD 20, 476.0 FT (145.1 M) NORTH OF
 QP1058'COUNTY ROAD 3, 40.0 FT (12.2 M) EAST OF COUNTY ROAD 20, 1.0 FT (0.3 M)
 QP1058'NORTH OF A STEEL WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DQ1458 ***********************************************************************
 DQ1458  DESIGNATION -  21 JMK
 DQ1458  PID         -  DQ1458
 DQ1458  STATE/COUNTY-  MN/WATONWAN
 DQ1458  COUNTRY     -  US
 DQ1458  USGS QUAD   -  LA SALLE (2019)
 DQ1458
 DQ1458                         *CURRENT SURVEY CONTROL
 DQ1458  ______________________________________________________________________
 DQ1458* NAD 83(1986) POSITION- 44 01 19.     (N) 094 37 09.     (W)   SCALED
 DQ1458* NAVD 88 ORTHO HEIGHT -   322.433 (meters)     1057.85  (feet) ADJUSTED
 DQ1458  ______________________________________________________________________
 DQ1458  GEOID HEIGHT    -        -27.912 (meters)                     GEOID18
 DQ1458  DYNAMIC HEIGHT  -        322.374 (meters)     1057.66  (feet) COMP
 DQ1458  MODELED GRAVITY -    980,427.8   (mgal)                       NAVD 88
 DQ1458
 DQ1458  VERT ORDER      -  SECOND    CLASS I
 DQ1458
 DQ1458.The horizontal coordinates were scaled from a map and have
 DQ1458.an estimated accuracy of +/- 6 seconds.
 DQ1458
 DQ1458.The orthometric height was determined by differential leveling and
 DQ1458.adjusted by the NATIONAL GEODETIC SURVEY
 DQ1458.in May 2019.
 DQ1458
 DQ1458.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ1458.GEOID18 height accuracy estimate available here.
 DQ1458
 DQ1458.Click photographs - Photos may exist for this station.
 DQ1458
 DQ1458.The dynamic height is computed by dividing the NAVD 88
 DQ1458.geopotential number by the normal gravity value computed on the
 DQ1458.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ1458.degrees latitude (g = 980.6199 gals.).
 DQ1458
 DQ1458.The modeled gravity was interpolated from observed gravity values.
 DQ1458
 DQ1458;                    North         East    Units  Estimated Accuracy
 DQ1458;SPC MN S     -   213,740.      750,360.      MT  (+/- 180 meters Scaled)
 DQ1458
 DQ1458_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUJ702755(NAD 83)
 DQ1458
 DQ1458                          SUPERSEDED SURVEY CONTROL
 DQ1458
 DQ1458.No superseded survey control is available for this station.
 DQ1458
 DQ1458_MARKER: DD = SURVEY DISK
 DQ1458_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 DQ1458_STAMPING: 21 JMK 1966
 DQ1458_MARK LOGO: USGS
 DQ1458_PROJECTION: FLUSH
 DQ1458_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DQ1458_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DQ1458_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DQ1458+SATELLITE: SATELLITE OBSERVATIONS - August 30, 2023
 DQ1458
 DQ1458  HISTORY     - Date     Condition        Report By
 DQ1458  HISTORY     - 19660401 MONUMENTED       USGS
 DQ1458  HISTORY     - 20150512 GOOD             MNDT
 DQ1458  HISTORY     - 20230830 GOOD             MNDT
 DQ1458
 DQ1458                          STATION DESCRIPTION
 DQ1458
 DQ1458'DESCRIBED BY MN DEPT OF TRANSP 2015 (KMS)
 DQ1458'THE STATION IS LOCATED ABOUT 6.1 MI (9.8 KM) SOUTH OF GODAHL, 4.2 MI
 DQ1458'(6.8 KM) SOUTHWEST OF LA SALLE AND 2.7 MI (4.3 KM) NORTH OF SAINT
 DQ1458'JAMES.
 DQ1458'
 DQ1458'TO REACH THE MARK GO 2.0 MI (3.2 KM) NORTH ALONG TRUNK HIGHWAY 4  FROM
 DQ1458'THE JUNCTION OF TRUNK HIGHWAY 4 AND COUNTY ROAD 3 IN SAINT JAMES TO
 DQ1458'TRUNK HIGHWAY 4 MILE POINT 40.10, THEN 1.0 MI (1.6 KM) EAST ON COUNTY
 DQ1458'ROAD 116.
 DQ1458'
 DQ1458'THE MARK IS LOCATED 88.0 FT (26.8 M) EAST OF COUNTY ROAD 127 68.0 FT
 DQ1458'(20.7 M) SOUTH OF COUNTY ROAD 116
 DQ1458
 DQ1458                          STATION RECOVERY (2023)
 DQ1458
 DQ1458'RECOVERY NOTE BY MN DEPT OF TRANSP 2023 (KMS)
 DQ1458'3.5 MI (5.6 KM) NORTH-NORTHEAST OF ST. JAMES, 2.0 MI (3.2 KM) NORTH
 DQ1458'ALONG TRUNK HIGHWAY 4 FROM THE JUNCTION OF TRUNK HIGHWAY 4 AND COUNTY
 DQ1458'ROAD 3 IN ST. JAMES TO TRUNK HIGHWAY 4 MILE POINT 40.10, THEN 1.0 MI
 DQ1458'(1.6 KM) EAST ON COUNTY ROAD 116 (320TH STREET), 88.0 FT (26.8 M) EAST
 DQ1458'OF COUNTY ROAD 127 (730TH AVENUE), 68.0 FT (20.7 M) SOUTH OF COUNTY
 DQ1458'ROAD 116 (320TH STREET).
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DK2675 ***********************************************************************
 DK2675  DESIGNATION -  21 RB
 DK2675  PID         -  DK2675
 DK2675  STATE/COUNTY-  MN/POPE
 DK2675  COUNTRY     -  US
 DK2675  USGS QUAD   -  SWIFT FALLS (2019)
 DK2675
 DK2675                         *CURRENT SURVEY CONTROL
 DK2675  ______________________________________________________________________
 DK2675* NAD 83(2011) POSITION- 45 28 10.44926(N) 095 28 49.12542(W)   ADJUSTED
 DK2675* NAD 83(2011) ELLIP HT-   360.451 (meters)        (06/27/12)   ADJUSTED
 DK2675* NAD 83(2011) EPOCH   -  2010.00
 DK2675* NAVD 88 ORTHO HEIGHT -   386.722 (meters)     1268.77  (feet) ADJUSTED
 DK2675  ______________________________________________________________________
 DK2675  GEOID HEIGHT    -        -26.266 (meters)                     GEOID18
 DK2675  NAD 83(2011) X  -   -427,932.265 (meters)                     COMP
 DK2675  NAD 83(2011) Y  - -4,460,310.258 (meters)                     COMP
 DK2675  NAD 83(2011) Z  -  4,524,354.969 (meters)                     COMP
 DK2675  LAPLACE CORR    -         -0.34  (seconds)                    DEFLEC18
 DK2675  DYNAMIC HEIGHT  -        386.706 (meters)     1268.72  (feet) COMP
 DK2675  MODELED GRAVITY -    980,564.2   (mgal)                       NAVD 88
 DK2675
 DK2675  VERT ORDER      -  SECOND    CLASS I
 DK2675
 DK2675  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DK2675  Standards:
 DK2675         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DK2675            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DK2675  -------------------------------------------------------------------
 DK2675  NETWORK    0.90   0.96           0.42   0.29   0.49      0.04469634
 DK2675  -------------------------------------------------------------------
 DK2675  Click here for local accuracies and other accuracy information.
 DK2675
 DK2675.The horizontal coordinates were established by GPS observations
 DK2675.and adjusted by the National Geodetic Survey in June 2012.
 DK2675
 DK2675.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DK2675.been affixed to the stable North American tectonic plate. See 
 DK2675.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DK2675
 DK2675.The horizontal coordinates are valid at the epoch date displayed above
 DK2675.which is a decimal equivalence of Year/Month/Day.
 DK2675
 DK2675.The orthometric height was determined by differential leveling and
 DK2675.adjusted by the NATIONAL GEODETIC SURVEY
 DK2675.in May 2008.
 DK2675
 DK2675.Significant digits in the geoid height do not necessarily reflect accuracy.
 DK2675.GEOID18 height accuracy estimate available here.
 DK2675
 DK2675.Click photographs - Photos may exist for this station.
 DK2675
 DK2675.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DK2675
 DK2675.The Laplace correction was computed from DEFLEC18 derived deflections.
 DK2675
 DK2675.The ellipsoidal height was determined by GPS observations
 DK2675.and is referenced to NAD 83.
 DK2675
 DK2675.The dynamic height is computed by dividing the NAVD 88
 DK2675.geopotential number by the normal gravity value computed on the
 DK2675.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK2675.degrees latitude (g = 980.6199 gals.).
 DK2675
 DK2675.The modeled gravity was interpolated from observed gravity values.
 DK2675
 DK2675. The following values were computed from the NAD 83(2011) position.
 DK2675
 DK2675;                    North         East     Units Scale Factor Converg.
 DK2675;SPC MN C     -   152,939.064   703,789.853   MT  1.00003511   -0 53 24.0
 DK2675;SPC MN C     -   501,767.58  2,309,017.21   sFT  1.00003511   -0 53 24.0
 DK2675;UTM  15      - 5,038,108.303   306,117.664   MT  1.00006219   -1 46 07.4
 DK2675
 DK2675!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DK2675!SPC MN C     -   0.99994349  x   1.00003511  =   0.99997860
 DK2675!UTM  15      -   0.99994349  x   1.00006219  =   1.00000568
 DK2675
 DK2675_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUL0611738108(NAD 83)
 DK2675
 DK2675                          SUPERSEDED SURVEY CONTROL
 DK2675
 DK2675  NAD 83(2007)-  45 28 10.44921(N)    095 28 49.12639(W) AD(2002.00) 1
 DK2675  ELLIP H (08/04/10)  360.487  (m)                       GP(2002.00) 3 1
 DK2675  NAVD 88             386.72   (m)         1268.8    (f) LEVELING    3  
 DK2675
 DK2675.Superseded values are not recommended for survey control.
 DK2675
 DK2675.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK2675.See file dsdata.pdf to determine how the superseded data were derived.
 DK2675
 DK2675_MARKER: DD = SURVEY DISK
 DK2675_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DK2675_STAMPING: 1268 21 RB 1966
 DK2675_MARK LOGO: USGS
 DK2675_PROJECTION: FLUSH
 DK2675_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT
 DK2675_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DK2675+STABILITY: SURFACE MOTION
 DK2675_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DK2675+SATELLITE: SATELLITE OBSERVATIONS - June 09, 2021
 DK2675
 DK2675  HISTORY     - Date     Condition        Report By
 DK2675  HISTORY     - 19660401 MONUMENTED       USGS
 DK2675  HISTORY     - 20090603 GOOD             MNDT
 DK2675  HISTORY     - 20090603 GOOD             MNDT
 DK2675  HISTORY     - 20210609 GOOD             MNDT
 DK2675
 DK2675                          STATION DESCRIPTION
 DK2675
 DK2675'DESCRIBED BY US GEOLOGICAL SURVEY 1966
 DK2675'10 MI (16.1 KM) SOUTH AND 2.5 MI (4.0 KM) EAST OF STARBUCK, 47 FT
 DK2675'(14.3 M) SOUTH AND 55 FT (16.8 M) EAST OF THE JUNCTION OF COUNTY ROAD
 DK2675'10-COUNTY ROAD 13 AND TOWNSHIP ROAD, 2.9 FT (0.9 M) NORTH-NORTHEAST OF
 DK2675'A POWER POLE, 1.0 FT (0.3 M) WEST OF A WITNESS POST.
 DK2675
 DK2675                          STATION RECOVERY (2009)
 DK2675
 DK2675'RECOVERY NOTE BY MN DEPT OF TRANSP 2009 (WEF)
 DK2675'RECOVERED AS DESCRIBED.
 DK2675
 DK2675                          STATION RECOVERY (2009)
 DK2675
 DK2675'RECOVERY NOTE BY MN DEPT OF TRANSP 2009 (MPP)
 DK2675'THE MARK WAS RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.
 DK2675'THE MARK IS 8.4 MILES SOUTH-SOUTHEAST OF STARBUCK, 9.5 MILES SOUTH AND
 DK2675'WEST ALONG TRUNK HIGHWAY 29 FROM JUNCTION OF TRUNK HIGHWAY 29 AND
 DK2675'TRUNK HIGHWAY 28 IN STARBUCK TO JUNCTION OF TRUNK HIGHWAY 29 AND
 DK2675'COUNTY ROAD 10, THEN 5.1 MILES EAST AND SOUTH ALONG COUNTY ROAD 10 TO
 DK2675'JUNCTION OF COUNTY ROAD 10 AND COUNTY ROAD 13, 55 FEET EAST OF COUNTY
 DK2675'ROAD 13, 47 FEET SOUTH OF COUNTY ROAD 10, 2.9 FEET NORTH-NORTHEAST OF
 DK2675'POWER POLE, 1.0 FOOT WEST OF WITNESS POST.
 DK2675
 DK2675                          STATION RECOVERY (2021)
 DK2675
 DK2675'RECOVERY NOTE BY MN DEPT OF TRANSP 2021 (KMS)
 DK2675'8.4 MI (13.5 KM) SOUTH-SOUTHEAST OF STARBUCK, 9.5 MI (15.3 KM) SOUTH
 DK2675'AND WEST ALONG TRUNK HIGHWAY 29 FROM THE JUNCTION OF TRUNK HIGHWAY 29
 DK2675'AND TRUNK HIGHWAY 28 IN STARBUCK, THEN 5.1 MI (8.2 KM) EAST AND SOUTH
 DK2675'ALONG COUNTY ROAD 10, 55.0 FT (16.8 M) EAST OF COUNTY ROAD 13, 47.0 FT
 DK2675'(14.3 M) SOUTH OF COUNTY ROAD 10, 2.9 FT (0.9 M) NORTH-NORTHEAST OF A
 DK2675'POWER POLE, 1.0 FT (0.3 M) WEST OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 QP1840 ***********************************************************************
 QP1840  DESIGNATION -  2101 A
 QP1840  PID         -  QP1840
 QP1840  STATE/COUNTY-  MN/DOUGLAS
 QP1840  COUNTRY     -  US
 QP1840  USGS QUAD   -  LAKE MARY (2019)
 QP1840
 QP1840                         *CURRENT SURVEY CONTROL
 QP1840  ______________________________________________________________________
 QP1840* NAD 83(2011) POSITION- 45 51 35.79930(N) 095 23 58.34401(W)   ADJUSTED
 QP1840* NAD 83(2011) ELLIP HT-   409.176 (meters)        (02/26/15)   ADJUSTED
 QP1840* NAD 83(2011) EPOCH   -  2010.00
 QP1840* NAVD 88 ORTHO HEIGHT -   435.265 (meters)     1428.03  (feet) ADJUSTED
 QP1840  ______________________________________________________________________
 QP1840  GEOID HEIGHT    -        -26.093 (meters)                     GEOID18
 QP1840  NAD 83(2011) X  -   -418,726.659 (meters)                     COMP
 QP1840  NAD 83(2011) Y  - -4,430,044.970 (meters)                     COMP
 QP1840  NAD 83(2011) Z  -  4,554,713.627 (meters)                     COMP
 QP1840  LAPLACE CORR    -         -0.78  (seconds)                    DEFLEC18
 QP1840  DYNAMIC HEIGHT  -        435.261 (meters)     1428.02  (feet) COMP
 QP1840  MODELED GRAVITY -    980,593.0   (mgal)                       NAVD 88
 QP1840
 QP1840  VERT ORDER      -  SECOND    CLASS I
 QP1840
 QP1840  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 QP1840  Standards:
 QP1840         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 QP1840            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 QP1840  -------------------------------------------------------------------
 QP1840  NETWORK    0.66   0.71           0.31   0.21   0.36      0.09393094
 QP1840  -------------------------------------------------------------------
 QP1840  Click here for local accuracies and other accuracy information.
 QP1840
 QP1840.The horizontal coordinates were established by GPS observations
 QP1840.and adjusted by the MN DEPT OF TRANSP in February 2015.
 QP1840
 QP1840.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 QP1840.been affixed to the stable North American tectonic plate. See 
 QP1840.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 QP1840
 QP1840.The horizontal coordinates are valid at the epoch date displayed above
 QP1840.which is a decimal equivalence of Year/Month/Day.
 QP1840
 QP1840.The orthometric height was determined by differential leveling and
 QP1840.adjusted by the NATIONAL GEODETIC SURVEY
 QP1840.in June 1995.
 QP1840
 QP1840.Significant digits in the geoid height do not necessarily reflect accuracy.
 QP1840.GEOID18 height accuracy estimate available here.
 QP1840
 QP1840.Click photographs - Photos may exist for this station.
 QP1840
 QP1840.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 QP1840
 QP1840.The Laplace correction was computed from DEFLEC18 derived deflections.
 QP1840
 QP1840.The ellipsoidal height was determined by GPS observations
 QP1840.and is referenced to NAD 83.
 QP1840
 QP1840.The dynamic height is computed by dividing the NAVD 88
 QP1840.geopotential number by the normal gravity value computed on the
 QP1840.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QP1840.degrees latitude (g = 980.6199 gals.).
 QP1840
 QP1840.The modeled gravity was interpolated from observed gravity values.
 QP1840
 QP1840. The following values were computed from the NAD 83(2011) position.
 QP1840
 QP1840;                    North         East     Units Scale Factor Converg.
 QP1840;SPC MN C     -   196,227.386   710,735.480   MT  0.99995617   -0 49 53.6
 QP1840;SPC MN C     -   643,789.35  2,331,804.65   sFT  0.99995617   -0 49 53.6
 QP1840;UTM  15      - 5,081,286.459   313,731.395   MT  1.00002656   -1 43 21.0
 QP1840
 QP1840!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QP1840!SPC MN C     -   0.99993586  x   0.99995617  =   0.99989203
 QP1840!UTM  15      -   0.99993586  x   1.00002656  =   0.99996242
 QP1840
 QP1840_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUL1373181286(NAD 83)
 QP1840
 QP1840                          SUPERSEDED SURVEY CONTROL
 QP1840
 QP1840  NAD 83(1996)-  45 51 35.79875(N)    095 23 58.34429(W) AD(       ) 2
 QP1840  NAD 83(1986)-  45 51 35.79925(N)    095 23 58.33838(W) AD(       ) 2
 QP1840  NGVD 29             435.05   (m)         1427.3    (f) LEVELING    3  
 QP1840
 QP1840.Superseded values are not recommended for survey control.
 QP1840
 QP1840.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QP1840.See file dsdata.pdf to determine how the superseded data were derived.
 QP1840
 QP1840_MARKER: DV = VERTICAL CONTROL DISK
 QP1840_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 QP1840_STAMPING: 2101 A 1983
 QP1840_MARK LOGO: MNDT
 QP1840_PROJECTION: RECESSED 15 CENTIMETERS
 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 - September 28, 2015
 QP1840
 QP1840  HISTORY     - Date     Condition        Report By
 QP1840  HISTORY     - 19830906 MONUMENTED       MNDT
 QP1840  HISTORY     - 1983     GOOD             MNDT
 QP1840  HISTORY     - 19960415 GOOD             MNDT
 QP1840  HISTORY     - 20110825 GOOD             MNDT
 QP1840  HISTORY     - 20150928 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.
 QP1840
 QP1840                          STATION RECOVERY (2011)
 QP1840
 QP1840'RECOVERY NOTE BY MN DEPT OF TRANSP 2011 (DJS)
 QP1840'2.0 MILES SOUTHWEST OF ALEXANDRIA, 0.65 MILE WEST ALONG TRUNK HIGHWAY
 QP1840'27 FROM JUNCTION OF TRUNK HIGHWAY 27 AND TRUNK HIGHWAY 29 IN
 QP1840'ALEXANDRIA, AT TRUNK HIGHWAY 27 MILEPOINT 78.25, 116.0 FEET WEST OF
 QP1840'ENTRANCE, 75.2 FEET SOUTH OF TRUNK HIGHWAY 27, 1.2 FEET NORTH OF
 QP1840'RIGHT-OF-WAY POST, 1.3 FEET NORTHEAST OF WITNESS POST.
 QP1840
 QP1840                          STATION RECOVERY (2015)
 QP1840
 QP1840'RECOVERY NOTE BY MN DEPT OF TRANSP 2015 (KMS)
 QP1840'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DO7047 ***********************************************************************
 DO7047  DESIGNATION -  2101 AA RESET
 DO7047  PID         -  DO7047
 DO7047  STATE/COUNTY-  MN/DOUGLAS
 DO7047  COUNTRY     -  US
 DO7047  USGS QUAD   -  KENSINGTON (2019)
 DO7047
 DO7047                         *CURRENT SURVEY CONTROL
 DO7047  ______________________________________________________________________
 DO7047* NAD 83(2011) POSITION- 45 49 31.08448(N) 095 41 47.32210(W)   ADJUSTED
 DO7047* NAD 83(2011) ELLIP HT-   382.729 (meters)        (09/16/13)   ADJUSTED
 DO7047* NAD 83(2011) EPOCH   -  2010.00
 DO7047* NAVD 88 ORTHO HEIGHT -   408.807 (meters)     1341.23  (feet) ADJUSTED
 DO7047  ______________________________________________________________________
 DO7047  GEOID HEIGHT    -        -26.082 (meters)                     GEOID18
 DO7047  NAD 83(2011) X  -   -441,952.258 (meters)                     COMP
 DO7047  NAD 83(2011) Y  - -4,430,546.077 (meters)                     COMP
 DO7047  NAD 83(2011) Z  -  4,552,012.100 (meters)                     COMP
 DO7047  LAPLACE CORR    -          1.48  (seconds)                    DEFLEC18
 DO7047  DYNAMIC HEIGHT  -        408.801 (meters)     1341.21  (feet) COMP
 DO7047  MODELED GRAVITY -    980,586.6   (mgal)                       NAVD 88
 DO7047
 DO7047  VERT ORDER      -  SECOND    CLASS I
 DO7047
 DO7047  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DO7047  Standards:
 DO7047         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DO7047            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DO7047  -------------------------------------------------------------------
 DO7047  NETWORK    1.03   1.39           0.45   0.38   0.71      0.21690013
 DO7047  -------------------------------------------------------------------
 DO7047  Click here for local accuracies and other accuracy information.
 DO7047
 DO7047.The horizontal coordinates were established by GPS observations
 DO7047.and adjusted by the MN DEPT OF TRANSP in September 2013.
 DO7047
 DO7047.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DO7047.been affixed to the stable North American tectonic plate. See 
 DO7047.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DO7047
 DO7047.The horizontal coordinates are valid at the epoch date displayed above
 DO7047.which is a decimal equivalence of Year/Month/Day.
 DO7047
 DO7047.The orthometric height was determined by differential leveling and
 DO7047.adjusted by the NATIONAL GEODETIC SURVEY
 DO7047.in June 2014.
 DO7047
 DO7047.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO7047.GEOID18 height accuracy estimate available here.
 DO7047
 DO7047.Click photographs - Photos may exist for this station.
 DO7047
 DO7047.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DO7047
 DO7047.The Laplace correction was computed from DEFLEC18 derived deflections.
 DO7047
 DO7047.The ellipsoidal height was determined by GPS observations
 DO7047.and is referenced to NAD 83.
 DO7047
 DO7047.The dynamic height is computed by dividing the NAVD 88
 DO7047.geopotential number by the normal gravity value computed on the
 DO7047.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO7047.degrees latitude (g = 980.6199 gals.).
 DO7047
 DO7047.The modeled gravity was interpolated from observed gravity values.
 DO7047
 DO7047. The following values were computed from the NAD 83(2011) position.
 DO7047
 DO7047;                    North         East     Units Scale Factor Converg.
 DO7047;SPC MN C     -   192,755.549   687,609.497   MT  0.99996133   -1 02 46.9
 DO7047;SPC MN C     -   632,398.83  2,255,932.16   sFT  0.99996133   -1 02 46.9
 DO7047;UTM  15      - 5,078,173.721   290,551.439   MT  1.00013935   -1 56 04.8
 DO7047
 DO7047!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DO7047!SPC MN C     -   0.99994000  x   0.99996133  =   0.99990133
 DO7047!UTM  15      -   0.99994000  x   1.00013935  =   1.00007934
 DO7047
 DO7047_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTL9055178173(NAD 83)
 DO7047
 DO7047                          SUPERSEDED SURVEY CONTROL
 DO7047
 DO7047  NAVD 88             408.81   (m)         1341.2    (f) LEVELING    3  
 DO7047
 DO7047.Superseded values are not recommended for survey control.
 DO7047
 DO7047.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DO7047.See file dsdata.pdf to determine how the superseded data were derived.
 DO7047
 DO7047_MARKER: DV = VERTICAL CONTROL DISK
 DO7047_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DO7047_STAMPING: 2101 AA 1983 RESET 1989
 DO7047_MARK LOGO: MNDT
 DO7047_PROJECTION: FLUSH
 DO7047_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DO7047_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DO7047_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DO7047+SATELLITE: SATELLITE OBSERVATIONS - June 14, 2021
 DO7047_ROD/PIPE-DEPTH: 6.1 meters
 DO7047
 DO7047  HISTORY     - Date     Condition        Report By
 DO7047  HISTORY     - 19890401 MONUMENTED       MNDT
 DO7047  HISTORY     - 20130618 GOOD             MNDT
 DO7047  HISTORY     - 20210614 GOOD             MNDT
 DO7047
 DO7047                          STATION DESCRIPTION
 DO7047
 DO7047'DESCRIBED BY MN DEPT OF TRANSP 1989 (MPP)
 DO7047'4.75 MILES EAST OF HOFFMAN, 4.95 MILES EAST ALONG TRUNK HIGHWAY 27
 DO7047'FROM JUNCTION OF TRUNK HIGHWAY 27 AND TRUNK HIGHWAY 55 IN HOFFMAN, AT
 DO7047'TRUNK HIGHWAY 27 MILEPOINT 63.3, 150.0 FEET NORTH OF TRUNK HIGHWAY 27,
 DO7047'55.2 FEET WEST OF COUNTY ROAD 1, 52.2 FEET NORTHEAST OF RIGHT-OF-WAY
 DO7047'POST, 27.0 FEET SOUTHWEST OF POWER POLE NUMBER 54 WITH GUY WIRE , 1.0
 DO7047'FOOT SOUTHEAST OF WITNESS POST.
 DO7047
 DO7047                          STATION RECOVERY (2013)
 DO7047
 DO7047'RECOVERY NOTE BY MN DEPT OF TRANSP 2013 (TXR)
 DO7047'4.75 MILES EAST OF HOFFMAN, 4.95 MILES EAST ALONG TRUNK HIGHWAY 27
 DO7047'FROM JUNCTION OF TRUNK HIGHWAY 27 AND TRUNK HIGHWAY 55 IN HOFFMAN, AT
 DO7047'TRUNK HIGHWAY 27 MILEPOINT 63.3, 150.0 FEET NORTH OF TRUNK HIGHWAY 27,
 DO7047'55.2 FEET WEST OF COUNTY ROAD 1, 52.2 FEET NORTHEAST OF RIGHT-OF-WAY
 DO7047'POST, 27.0 FEET SOUTHWEST OF POWER POLE NUMBER 54 WITH GUY WIRE, 1.0
 DO7047'FOOT SOUTHEAST OF WITNESS POST.
 DO7047
 DO7047                          STATION RECOVERY (2021)
 DO7047
 DO7047'RECOVERY NOTE BY MN DEPT OF TRANSP 2021 (TJD)
 DO7047'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 QP1885 ***********************************************************************
 QP1885  DESIGNATION -  2101 AB
 QP1885  PID         -  QP1885
 QP1885  STATE/COUNTY-  MN/DOUGLAS
 QP1885  COUNTRY     -  US
 QP1885  USGS QUAD   -  KENSINGTON (2019)
 QP1885
 QP1885                         *CURRENT SURVEY CONTROL
 QP1885  ______________________________________________________________________
 QP1885* NAD 83(2011) POSITION- 45 49 58.13734(N) 095 44 16.41951(W)   ADJUSTED
 QP1885* NAD 83(2011) ELLIP HT-   375.089 (meters)        (09/16/13)   ADJUSTED
 QP1885* NAD 83(2011) EPOCH   -  2010.00
 QP1885* NAVD 88 ORTHO HEIGHT -   401.194 (meters)     1316.25  (feet) ADJUSTED
 QP1885  ______________________________________________________________________
 QP1885  GEOID HEIGHT    -        -26.113 (meters)                     GEOID18
 QP1885  NAD 83(2011) X  -   -445,094.308 (meters)                     COMP
 QP1885  NAD 83(2011) Y  - -4,429,624.037 (meters)                     COMP
 QP1885  NAD 83(2011) Z  -  4,552,588.653 (meters)                     COMP
 QP1885  LAPLACE CORR    -          1.64  (seconds)                    DEFLEC18
 QP1885  DYNAMIC HEIGHT  -        401.188 (meters)     1316.23  (feet) COMP
 QP1885  MODELED GRAVITY -    980,589.0   (mgal)                       NAVD 88
 QP1885
 QP1885  VERT ORDER      -  SECOND    CLASS I
 QP1885
 QP1885  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 QP1885  Standards:
 QP1885         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 QP1885            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 QP1885  -------------------------------------------------------------------
 QP1885  NETWORK    0.46   0.47           0.21   0.16   0.24      0.03485479
 QP1885  -------------------------------------------------------------------
 QP1885  Click here for local accuracies and other accuracy information.
 QP1885
 QP1885.The horizontal coordinates were established by GPS observations
 QP1885.and adjusted by the MN DEPT OF TRANSP in September 2013.
 QP1885
 QP1885.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 QP1885.been affixed to the stable North American tectonic plate. See 
 QP1885.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 QP1885
 QP1885.The horizontal coordinates are valid at the epoch date displayed above
 QP1885.which is a decimal equivalence of Year/Month/Day.
 QP1885
 QP1885.The orthometric height was determined by differential leveling and
 QP1885.adjusted by the NATIONAL GEODETIC SURVEY
 QP1885.in June 2014.
 QP1885
 QP1885.Significant digits in the geoid height do not necessarily reflect accuracy.
 QP1885.GEOID18 height accuracy estimate available here.
 QP1885
 QP1885.Click photographs - Photos may exist for this station.
 QP1885
 QP1885.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 QP1885
 QP1885.The Laplace correction was computed from DEFLEC18 derived deflections.
 QP1885
 QP1885.The ellipsoidal height was determined by GPS observations
 QP1885.and is referenced to NAD 83.
 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. The following values were computed from the NAD 83(2011) position.
 QP1885
 QP1885;                    North         East     Units Scale Factor Converg.
 QP1885;SPC MN C     -   193,650.220   684,407.565   MT  0.99996018   -1 04 34.8
 QP1885;SPC MN C     -   635,334.10  2,245,427.15   sFT  0.99996018   -1 04 34.8
 QP1885;UTM  15      - 5,079,118.102   287,363.166   MT  1.00015589   -1 57 52.7
 QP1885
 QP1885!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QP1885!SPC MN C     -   0.99994120  x   0.99996018  =   0.99990138
 QP1885!UTM  15      -   0.99994120  x   1.00015589  =   1.00009708
 QP1885
 QP1885_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTL8736379118(NAD 83)
 QP1885
 QP1885                          SUPERSEDED SURVEY CONTROL
 QP1885
 QP1885  NAVD 88 (06/15/95)  401.197  (m)         1316.26   (f) SUPERSEDED  2 1
 QP1885
 QP1885.Superseded values are not recommended for survey control.
 QP1885
 QP1885.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QP1885.See file dsdata.pdf to determine how the superseded data were derived.
 QP1885
 QP1885_MARKER: DV = VERTICAL CONTROL DISK
 QP1885_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 QP1885_STAMPING: 2101 AB 1983
 QP1885_MARK LOGO: MNDT
 QP1885_PROJECTION: RECESSED 13 CENTIMETERS
 QP1885_MAGNETIC: I = MARKER IS A STEEL ROD
 QP1885_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QP1885_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QP1885+SATELLITE: SATELLITE OBSERVATIONS - June 18, 2013
 QP1885
 QP1885  HISTORY     - Date     Condition        Report By
 QP1885  HISTORY     - 19830906 MONUMENTED       MNDT
 QP1885  HISTORY     - 20110823 GOOD             MNDT
 QP1885  HISTORY     - 20130618 GOOD             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.
 QP1885
 QP1885                          STATION RECOVERY (2011)
 QP1885
 QP1885'RECOVERY NOTE BY MN DEPT OF TRANSP 2011 (MPP)
 QP1885'2.5 MILES EAST OF HOFFMAN, 2.8 MILES EAST OF JUNCTION OF TRUNK HIGHWAY
 QP1885'22 AND TRUNK HIGHWAY 55 IN HOFFMAN, AT TRUNK HIGHWAY 27 MILEPOINT
 QP1885'61.1, 158.0 FEET NORTH OF TRUNK HIGHWAY 27, 87.0 FEET NORTHEAST OF
 QP1885'POWER POLE, 47.5 FEET WEST OF COUNTY ROAD 25, 6.4 FEET SOUTHEAST OF
 QP1885'WITNESS POST.
 QP1885
 QP1885                          STATION RECOVERY (2013)
 QP1885
 QP1885'RECOVERY NOTE BY MN DEPT OF TRANSP 2013 (RXB)
 QP1885'2.5 MILES EAST OF HOFFMAN, 2.8 MILES EAST OF JUNCTION OF TRUNK HIGHWAY
 QP1885'22 AND TRUNK HIGHWAY 55 IN HOFFMAN, AT TRUNK HIGHWAY 27 MILEPOINT
 QP1885'61.1, 158.0 FEET NORTH OF TRUNK HIGHWAY 27, 87.0 FEET NORTHEAST OF
 QP1885'POWER POLE, 47.5 FEET WEST OF COUNTY ROAD 25, 6.4 FEET SOUTHEAST OF
 QP1885'WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 QP1886 ***********************************************************************
 QP1886  DESIGNATION -  2101 AC
 QP1886  PID         -  QP1886
 QP1886  STATE/COUNTY-  MN/DOUGLAS
 QP1886  COUNTRY     -  US
 QP1886  USGS QUAD   -  KENSINGTON (2019)
 QP1886
 QP1886                         *CURRENT SURVEY CONTROL
 QP1886  ______________________________________________________________________
 QP1886* NAD 83(1986) POSITION- 45 49 57.44   (N) 095 44 52.83   (W)   HD_HELD1
 QP1886* NAVD 88 ORTHO HEIGHT -   395.518 (meters)     1297.63  (feet) ADJUSTED
 QP1886  ______________________________________________________________________
 QP1886  GEOID HEIGHT    -        -26.119 (meters)                     GEOID18
 QP1886  DYNAMIC HEIGHT  -        395.512 (meters)     1297.61  (feet) COMP
 QP1886  MODELED GRAVITY -    980,589.6   (mgal)                       NAVD 88
 QP1886
 QP1886  VERT ORDER      -  SECOND    CLASS I
 QP1886
 QP1886.The horizontal coordinates were determined by differentially corrected
 QP1886.hand held GPS observations or other comparable positioning techniques
 QP1886.and have an estimated accuracy of +/- 3 meters.
 QP1886
 QP1886.The orthometric height was determined by differential leveling and
 QP1886.adjusted by the NATIONAL GEODETIC SURVEY
 QP1886.in June 1995.
 QP1886
 QP1886.Significant digits in the geoid height do not necessarily reflect accuracy.
 QP1886.GEOID18 height accuracy estimate available here.
 QP1886
 QP1886.Click photographs - Photos may exist for this station.
 QP1886
 QP1886.The dynamic height is computed by dividing the NAVD 88
 QP1886.geopotential number by the normal gravity value computed on the
 QP1886.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QP1886.degrees latitude (g = 980.6199 gals.).
 QP1886
 QP1886.The modeled gravity was interpolated from observed gravity values.
 QP1886
 QP1886;                    North         East    Units  Estimated Accuracy
 QP1886;SPC MN C     -   193,643.5     683,621.5     MT  (+/- 3 meters HH1 GPS) 
 QP1886
 QP1886_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTL8657679123(NAD 83)
 QP1886
 QP1886                          SUPERSEDED SURVEY CONTROL
 QP1886
 QP1886.No superseded survey control is available for this station.
 QP1886
 QP1886_MARKER: DV = VERTICAL CONTROL DISK
 QP1886_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 QP1886_STAMPING: 2101 AC 1983
 QP1886_MARK LOGO: MNDT
 QP1886_PROJECTION: FLUSH
 QP1886_MAGNETIC: I = MARKER IS A STEEL ROD
 QP1886_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QP1886_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 QP1886+SATELLITE: SATELLITE OBSERVATIONS - July 29, 2010
 QP1886
 QP1886  HISTORY     - Date     Condition        Report By
 QP1886  HISTORY     - 19830906 MONUMENTED       MNDT
 QP1886  HISTORY     - 20100729 GOOD             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.
 QP1886
 QP1886                          STATION RECOVERY (2010)
 QP1886
 QP1886'RECOVERY NOTE BY MN DEPT OF TRANSP 2010 (MPP)
 QP1886'2.5 MILES EAST OF HOFFMAN, 2.8 MILES EAST OF JUNCTION OF TRUNK HIGHWAY
 QP1886'27 AND TRUNK HIGHWAY 55 IN HOFFMAN, AT TRUNK HIGHWAY 27 MILEPOINT
 QP1886'60.6, 157.5 FEET WEST OF DRIVEWAY NUMBERS 25021 AND 24737, 71.5 FEET
 QP1886'NORTH OF TRUNK HIGHWAY 27, 5.9 FEET SOUTH-SOUTHWEST OF POWER POLE, 1.8
 QP1886'FEET SOUTH OF WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DO7068 ***********************************************************************
 DO7068  DESIGNATION -  2101 AD
 DO7068  PID         -  DO7068
 DO7068  STATE/COUNTY-  MN/DOUGLAS
 DO7068  COUNTRY     -  US
 DO7068  USGS QUAD   -  LAKE MARY (2019)
 DO7068
 DO7068                         *CURRENT SURVEY CONTROL
 DO7068  ______________________________________________________________________
 DO7068* NAD 83(2011) POSITION- 45 51 35.21750(N) 095 25 02.86446(W)   ADJUSTED
 DO7068* NAD 83(2011) ELLIP HT-   399.744 (meters)        (09/16/13)   ADJUSTED
 DO7068* NAD 83(2011) EPOCH   -  2010.00
 DO7068* NAVD 88 ORTHO HEIGHT -   425.838 (meters)     1397.10  (feet) ADJUSTED
 DO7068  ______________________________________________________________________
 DO7068  GEOID HEIGHT    -        -26.089 (meters)                     GEOID18
 DO7068  NAD 83(2011) X  -   -420,112.971 (meters)                     COMP
 DO7068  NAD 83(2011) Y  - -4,429,920.068 (meters)                     COMP
 DO7068  NAD 83(2011) Z  -  4,554,694.348 (meters)                     COMP
 DO7068  LAPLACE CORR    -         -0.64  (seconds)                    DEFLEC18
 DO7068  DYNAMIC HEIGHT  -        425.835 (meters)     1397.09  (feet) COMP
 DO7068  MODELED GRAVITY -    980,593.0   (mgal)                       NAVD 88
 DO7068
 DO7068  VERT ORDER      -  SECOND    CLASS I
 DO7068
 DO7068  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DO7068  Standards:
 DO7068         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DO7068            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DO7068  -------------------------------------------------------------------
 DO7068  NETWORK    0.46   0.49           0.21   0.16   0.25      0.11267776
 DO7068  -------------------------------------------------------------------
 DO7068  Click here for local accuracies and other accuracy information.
 DO7068
 DO7068.The horizontal coordinates were established by GPS observations
 DO7068.and adjusted by the MN DEPT OF TRANSP in September 2013.
 DO7068
 DO7068.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DO7068.been affixed to the stable North American tectonic plate. See 
 DO7068.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DO7068
 DO7068.The horizontal coordinates are valid at the epoch date displayed above
 DO7068.which is a decimal equivalence of Year/Month/Day.
 DO7068
 DO7068.The orthometric height was determined by differential leveling and
 DO7068.adjusted by the NATIONAL GEODETIC SURVEY
 DO7068.in June 2014.
 DO7068
 DO7068.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO7068.GEOID18 height accuracy estimate available here.
 DO7068
 DO7068.Click photographs - Photos may exist for this station.
 DO7068
 DO7068.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DO7068
 DO7068.The Laplace correction was computed from DEFLEC18 derived deflections.
 DO7068
 DO7068.The ellipsoidal height was determined by GPS observations
 DO7068.and is referenced to NAD 83.
 DO7068
 DO7068.The dynamic height is computed by dividing the NAVD 88
 DO7068.geopotential number by the normal gravity value computed on the
 DO7068.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO7068.degrees latitude (g = 980.6199 gals.).
 DO7068
 DO7068.The modeled gravity was interpolated from observed gravity values.
 DO7068
 DO7068. The following values were computed from the NAD 83(2011) position.
 DO7068
 DO7068;                    North         East     Units Scale Factor Converg.
 DO7068;SPC MN C     -   196,229.782   709,343.603   MT  0.99995620   -0 50 40.3
 DO7068;SPC MN C     -   643,797.21  2,327,238.14   sFT  0.99995620   -0 50 40.3
 DO7068;UTM  15      - 5,081,310.498   312,339.620   MT  1.00003296   -1 44 07.3
 DO7068
 DO7068!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DO7068!SPC MN C     -   0.99993734  x   0.99995620  =   0.99989354
 DO7068!UTM  15      -   0.99993734  x   1.00003296  =   0.99997029
 DO7068
 DO7068_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUL1233981310(NAD 83)
 DO7068
 DO7068                          SUPERSEDED SURVEY CONTROL
 DO7068
 DO7068  NAVD 88             425.84   (m)         1397.1    (f) LEVELING    3  
 DO7068
 DO7068.Superseded values are not recommended for survey control.
 DO7068
 DO7068.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DO7068.See file dsdata.pdf to determine how the superseded data were derived.
 DO7068
 DO7068_MARKER: I = METAL ROD
 DO7068_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DO7068_STAMPING: 2101 AD 2009
 DO7068_MARK LOGO: MNDT
 DO7068_PROJECTION: RECESSED 5 CENTIMETERS
 DO7068_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DO7068_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DO7068_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DO7068+SATELLITE: SATELLITE OBSERVATIONS - June 14, 2021
 DO7068_ROD/PIPE-DEPTH: 10.7 meters
 DO7068
 DO7068  HISTORY     - Date     Condition        Report By
 DO7068  HISTORY     - 20090804 MONUMENTED       MNDT
 DO7068  HISTORY     - 20130620 GOOD             MNDT
 DO7068  HISTORY     - 20150630 GOOD             MNDT
 DO7068  HISTORY     - 20210614 GOOD             MNDT
 DO7068
 DO7068                          STATION DESCRIPTION
 DO7068
 DO7068'DESCRIBED BY MN DEPT OF TRANSP 2009
 DO7068'2.4 MILES SOUTHWEST OF ALEXANDRIA, 0.65 MILE EAST ALONG TRUNK HIGHWAY
 DO7068'27 FROM JUNCTION OF TRUNK HIGHWAY 27 AND INTERSTATE HIGHWAY 94 IN
 DO7068'ALEXANDRIA AT TRUNK HIGHWAY 27 MILEPOINT 77.45, 54.2 FEET SOUTH OF
 DO7068'TRUNK HIGHWAY 27, 13.4 FEET WEST OF FIELD ENTRANCE, 3.8 FEET EAST OF
 DO7068'WITNESS POST.
 DO7068
 DO7068                          STATION RECOVERY (2013)
 DO7068
 DO7068'RECOVERY NOTE BY MN DEPT OF TRANSP 2013 (RXB)
 DO7068'2.4 MILES SOUTHWEST OF ALEXANDRIA, 0.65 MILE EAST ALONG TRUNK HIGHWAY
 DO7068'27 FROM JUNCTION OF TRUNK HIGHWAY 27 AND INTERSTATE HIGHWAY 94 IN
 DO7068'ALEXANDRIA AT TRUNK HIGHWAY 27 MILEPOINT 77.45, 54.2 FEET SOUTH OF
 DO7068'TRUNK HIGHWAY 27, 13.4 FEET WEST OF FIELD ENTRANCE, 3.8 FEET EAST OF
 DO7068'WITNESS POST.
 DO7068
 DO7068                          STATION RECOVERY (2015)
 DO7068
 DO7068'RECOVERY NOTE BY MN DEPT OF TRANSP 2015 (MAS)
 DO7068'RECOVERED AS DESCRIBED.
 DO7068'
 DO7068'NOTE-THE STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM ROD
 DO7068'DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION REMOVABLE DISK
 DO7068'SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH PVC
 DO7068'PIPE BACK FILLED WITH WASHED SAND.
 DO7068
 DO7068                          STATION RECOVERY (2021)
 DO7068
 DO7068'RECOVERY NOTE BY MN DEPT OF TRANSP 2021 (TJD)
 DO7068'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DO7059 ***********************************************************************
 DO7059  DESIGNATION -  2101 AE
 DO7059  PID         -  DO7059
 DO7059  STATE/COUNTY-  MN/DOUGLAS
 DO7059  COUNTRY     -  US
 DO7059  USGS QUAD   -  FARWELL (2019)
 DO7059
 DO7059                         *CURRENT SURVEY CONTROL
 DO7059  ______________________________________________________________________
 DO7059* NAD 83(2011) POSITION- 45 50 19.00816(N) 095 33 19.36673(W)   ADJUSTED
 DO7059* NAD 83(2011) ELLIP HT-   410.772 (meters)        (09/16/13)   ADJUSTED
 DO7059* NAD 83(2011) EPOCH   -  2010.00
 DO7059* NAVD 88 ORTHO HEIGHT -   436.833 (meters)     1433.18  (feet) ADJUSTED
 DO7059  ______________________________________________________________________
 DO7059  GEOID HEIGHT    -        -26.055 (meters)                     GEOID18
 DO7059  NAD 83(2011) X  -   -430,939.242 (meters)                     COMP
 DO7059  NAD 83(2011) Y  - -4,430,584.047 (meters)                     COMP
 DO7059  NAD 83(2011) Z  -  4,553,063.226 (meters)                     COMP
 DO7059  LAPLACE CORR    -          0.11  (seconds)                    DEFLEC18
 DO7059  DYNAMIC HEIGHT  -        436.826 (meters)     1433.15  (feet) COMP
 DO7059  MODELED GRAVITY -    980,584.9   (mgal)                       NAVD 88
 DO7059
 DO7059  VERT ORDER      -  SECOND    CLASS I
 DO7059
 DO7059  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DO7059  Standards:
 DO7059         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DO7059            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DO7059  -------------------------------------------------------------------
 DO7059  NETWORK    0.94   1.29           0.42   0.34   0.66      0.09003208
 DO7059  -------------------------------------------------------------------
 DO7059  Click here for local accuracies and other accuracy information.
 DO7059
 DO7059.The horizontal coordinates were established by GPS observations
 DO7059.and adjusted by the MN DEPT OF TRANSP in September 2013.
 DO7059
 DO7059.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DO7059.been affixed to the stable North American tectonic plate. See 
 DO7059.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DO7059
 DO7059.The horizontal coordinates are valid at the epoch date displayed above
 DO7059.which is a decimal equivalence of Year/Month/Day.
 DO7059
 DO7059.The orthometric height was determined by differential leveling and
 DO7059.adjusted by the NATIONAL GEODETIC SURVEY
 DO7059.in June 2014.
 DO7059
 DO7059.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO7059.GEOID18 height accuracy estimate available here.
 DO7059
 DO7059.Click photographs - Photos may exist for this station.
 DO7059
 DO7059.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DO7059
 DO7059.The Laplace correction was computed from DEFLEC18 derived deflections.
 DO7059
 DO7059.The ellipsoidal height was determined by GPS observations
 DO7059.and is referenced to NAD 83.
 DO7059
 DO7059.The dynamic height is computed by dividing the NAVD 88
 DO7059.geopotential number by the normal gravity value computed on the
 DO7059.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO7059.degrees latitude (g = 980.6199 gals.).
 DO7059
 DO7059.The modeled gravity was interpolated from observed gravity values.
 DO7059
 DO7059. The following values were computed from the NAD 83(2011) position.
 DO7059
 DO7059;                    North         East     Units Scale Factor Converg.
 DO7059;SPC MN C     -   194,044.453   698,596.120   MT  0.99995930   -0 56 39.5
 DO7059;SPC MN C     -   636,627.51  2,291,977.44   sFT  0.99995930   -0 56 39.5
 DO7059;UTM  15      - 5,079,292.199   301,558.399   MT  1.00008414   -1 50 01.6
 DO7059
 DO7059!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DO7059!SPC MN C     -   0.99993561  x   0.99995930  =   0.99989491
 DO7059!UTM  15      -   0.99993561  x   1.00008414  =   1.00001974
 DO7059
 DO7059:                Primary Azimuth Mark                     Grid Az
 DO7059:SPC MN C     -  2101 M                                   093 55 25.0
 DO7059:UTM  15      -  2101 M                                   094 48 47.1
 DO7059
 DO7059_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUL0155879292(NAD 83)
 DO7059
 DO7059|---------------------------------------------------------------------|
 DO7059| PID    Reference Object                     Distance      Geod. Az  |
 DO7059|                                                           dddmmss.s |
 DO7059| QP1859 2101 M                              APPROX. 1.2 KM 0925845.5 |
 DO7059|---------------------------------------------------------------------|
 DO7059
 DO7059                          SUPERSEDED SURVEY CONTROL
 DO7059
 DO7059  NAVD 88             436.83   (m)         1433.2    (f) LEVELING    3  
 DO7059
 DO7059.Superseded values are not recommended for survey control.
 DO7059
 DO7059.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DO7059.See file dsdata.pdf to determine how the superseded data were derived.
 DO7059
 DO7059_MARKER: I = METAL ROD
 DO7059_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DO7059_STAMPING: 2101 AE 2009
 DO7059_MARK LOGO: MNDT
 DO7059_PROJECTION: RECESSED 5 CENTIMETERS
 DO7059_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DO7059_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DO7059_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DO7059+SATELLITE: SATELLITE OBSERVATIONS - December 04, 2019
 DO7059_ROD/PIPE-DEPTH: 6.1 meters
 DO7059
 DO7059  HISTORY     - Date     Condition        Report By
 DO7059  HISTORY     - 20090804 MONUMENTED       MNDT
 DO7059  HISTORY     - 20130620 GOOD             MNDT
 DO7059  HISTORY     - 20191204 GOOD             MNDT
 DO7059
 DO7059                          STATION DESCRIPTION
 DO7059
 DO7059'DESCRIBED BY MN DEPT OF TRANSP 2009
 DO7059'1.0 MILE WEST OF HOLMES CITY, 3.3 MILES WEST ALONG TRUNK HIGHWAY 27
 DO7059'FROM JUNCTION OF TRUNK HIGHWAY 27 AND TRUNK HIGHWAY 114, AT TRUNK 27
 DO7059'MILEPOINT 70.35, 63.3 FEET SOUTH OF TRUNK HIGHWAY 27, 47.2 FEET WEST
 DO7059'OF FIELD ENTRANCE, 6.1 FEET NORTH OF POWER POLE, 1.5 FEET NORTH OF
 DO7059'WITNESS POST.
 DO7059
 DO7059                          STATION RECOVERY (2013)
 DO7059
 DO7059'RECOVERY NOTE BY MN DEPT OF TRANSP 2013 (PXK)
 DO7059'1.0 MILE WEST OF HOLMES CITY, 3.3 MILES WEST ALONG TRUNK HIGHWAY 27
 DO7059'FROM JUNCTION OF TRUNK HIGHWAY 27 AND TRUNK HIGHWAY 114, AT TRUNK 27
 DO7059'MILEPOINT 70.35, 63.3 FEET SOUTH OF TRUNK HIGHWAY 27, 47.2 FEET WEST
 DO7059'OF FIELD ENTRANCE, 6.1 FEET NORTH OF POWER POLE, 1.5 FEET NORTH OF
 DO7059'WITNESS POST.
 DO7059
 DO7059                          STATION RECOVERY (2019)
 DO7059
 DO7059'RECOVERY NOTE BY MN DEPT OF TRANSP 2019 (KMS)
 DO7059'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DO7056 ***********************************************************************
 DO7056  DESIGNATION -  2101 AF
 DO7056  PID         -  DO7056
 DO7056  STATE/COUNTY-  MN/DOUGLAS
 DO7056  COUNTRY     -  US
 DO7056  USGS QUAD   -  FARWELL (2019)
 DO7056
 DO7056                         *CURRENT SURVEY CONTROL
 DO7056  ______________________________________________________________________
 DO7056* NAD 83(2011) POSITION- 45 50 22.38828(N) 095 35 32.19371(W)   ADJUSTED
 DO7056* NAD 83(2011) ELLIP HT-   401.696 (meters)        (09/16/13)   ADJUSTED
 DO7056* NAD 83(2011) EPOCH   -  2010.00
 DO7056* NAVD 88 ORTHO HEIGHT -   427.771 (meters)     1403.45  (feet) ADJUSTED
 DO7056  ______________________________________________________________________
 DO7056  GEOID HEIGHT    -        -26.062 (meters)                     GEOID18
 DO7056  NAD 83(2011) X  -   -433,784.374 (meters)                     COMP
 DO7056  NAD 83(2011) Y  - -4,430,224.812 (meters)                     COMP
 DO7056  NAD 83(2011) Z  -  4,553,129.424 (meters)                     COMP
 DO7056  LAPLACE CORR    -          0.64  (seconds)                    DEFLEC18
 DO7056  DYNAMIC HEIGHT  -        427.763 (meters)     1403.42  (feet) COMP
 DO7056  MODELED GRAVITY -    980,583.2   (mgal)                       NAVD 88
 DO7056
 DO7056  VERT ORDER      -  SECOND    CLASS I
 DO7056
 DO7056  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DO7056  Standards:
 DO7056         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DO7056            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DO7056  -------------------------------------------------------------------
 DO7056  NETWORK    1.09   1.47           0.49   0.39   0.75      0.10834633
 DO7056  -------------------------------------------------------------------
 DO7056  Click here for local accuracies and other accuracy information.
 DO7056
 DO7056.The horizontal coordinates were established by GPS observations
 DO7056.and adjusted by the MN DEPT OF TRANSP in September 2013.
 DO7056
 DO7056.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DO7056.been affixed to the stable North American tectonic plate. See 
 DO7056.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DO7056
 DO7056.The horizontal coordinates are valid at the epoch date displayed above
 DO7056.which is a decimal equivalence of Year/Month/Day.
 DO7056
 DO7056.The orthometric height was determined by differential leveling and
 DO7056.adjusted by the NATIONAL GEODETIC SURVEY
 DO7056.in June 2014.
 DO7056
 DO7056.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO7056.GEOID18 height accuracy estimate available here.
 DO7056
 DO7056.Click photographs - Photos may exist for this station.
 DO7056
 DO7056.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DO7056
 DO7056.The Laplace correction was computed from DEFLEC18 derived deflections.
 DO7056
 DO7056.The ellipsoidal height was determined by GPS observations
 DO7056.and is referenced to NAD 83.
 DO7056
 DO7056.The dynamic height is computed by dividing the NAVD 88
 DO7056.geopotential number by the normal gravity value computed on the
 DO7056.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO7056.degrees latitude (g = 980.6199 gals.).
 DO7056
 DO7056.The modeled gravity was interpolated from observed gravity values.
 DO7056
 DO7056. The following values were computed from the NAD 83(2011) position.
 DO7056
 DO7056;                    North         East     Units Scale Factor Converg.
 DO7056;SPC MN C     -   194,196.699   695,731.991   MT  0.99995916   -0 58 15.6
 DO7056;SPC MN C     -   637,127.00  2,282,580.71   sFT  0.99995916   -0 58 15.6
 DO7056;UTM  15      - 5,079,488.910   298,696.602   MT  1.00009821   -1 51 37.1
 DO7056
 DO7056!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DO7056!SPC MN C     -   0.99993703  x   0.99995916  =   0.99989619
 DO7056!UTM  15      -   0.99993703  x   1.00009821  =   1.00003523
 DO7056
 DO7056_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTL9869679488(NAD 83)
 DO7056
 DO7056                          SUPERSEDED SURVEY CONTROL
 DO7056
 DO7056  NAVD 88             427.77   (m)         1403.4    (f) LEVELING    3  
 DO7056
 DO7056.Superseded values are not recommended for survey control.
 DO7056
 DO7056.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DO7056.See file dsdata.pdf to determine how the superseded data were derived.
 DO7056
 DO7056_MARKER: I = METAL ROD
 DO7056_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DO7056_STAMPING: 2101 AF 2009
 DO7056_MARK LOGO: MNDT
 DO7056_PROJECTION: RECESSED 3 CENTIMETERS
 DO7056_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DO7056_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DO7056_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DO7056+SATELLITE: SATELLITE OBSERVATIONS - June 14, 2021
 DO7056_ROD/PIPE-DEPTH: 7.6 meters
 DO7056
 DO7056  HISTORY     - Date     Condition        Report By
 DO7056  HISTORY     - 20090804 MONUMENTED       MNDT
 DO7056  HISTORY     - 20130618 GOOD             MNDT
 DO7056  HISTORY     - 20210614 GOOD             MNDT
 DO7056
 DO7056                          STATION DESCRIPTION
 DO7056
 DO7056'DESCRIBED BY MN DEPT OF TRANSP 2009
 DO7056'2.4 MILES WEST OF HOLMES CITY, 5.05 MILES WEST ALONG TRUNK HIGHWAY 27
 DO7056'FROM JUNCTION OF TRUNK HIGHWAY 27 AND TRUNK HIGHWAY 114 IN HOLMES
 DO7056'CITY, AT TRUNK HIGHWAY 27 MILEPOINT 68.55, 66.9 FEET NORTH OF TRUNK
 DO7056'HIGHWAY 27, 21.3 FEET EAST OF DRIVEWAY NUMBER 14545, 8.4 FEET SOUTH OF
 DO7056'CABLE BOX NUMBER K006E13, 8.8 FEET SOUTH OF WITNESS POST.
 DO7056
 DO7056                          STATION RECOVERY (2013)
 DO7056
 DO7056'RECOVERY NOTE BY MN DEPT OF TRANSP 2013 (TXR)
 DO7056'2.4 MILES WEST OF HOLMES CITY, 5.05 MILES WEST ALONG TRUNK HIGHWAY 27
 DO7056'FROM JUNCTION OF TRUNK HIGHWAY 27 AND TRUNK HIGHWAY 114 IN HOLMES
 DO7056'CITY, AT TRUNK HIGHWAY 27 MILEPOINT 68.55, 66.9 FEET NORTH OF TRUNK
 DO7056'HIGHWAY 27, 21.3 FEET EAST OF DRIVEWAY NUMBER 14545, 8.4 FEET SOUTH OF
 DO7056'CABLE BOX, 8.8 FEET SOUTH OF WITNESS POST.
 DO7056
 DO7056                          STATION RECOVERY (2021)
 DO7056
 DO7056'RECOVERY NOTE BY MN DEPT OF TRANSP 2021 (TJD)
 DO7056'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DQ3804 ***********************************************************************
 DQ3804  DESIGNATION -  2101 AG
 DQ3804  PID         -  DQ3804
 DQ3804  STATE/COUNTY-  MN/DOUGLAS
 DQ3804  COUNTRY     -  US
 DQ3804  USGS QUAD   -  FARWELL (2019)
 DQ3804
 DQ3804                         *CURRENT SURVEY CONTROL
 DQ3804  ______________________________________________________________________
 DQ3804* NAD 83(1986) POSITION- 45 50 48.0    (N) 095 30 06.4    (W)   HD_HELD2
 DQ3804* NAVD 88 ORTHO HEIGHT -   429.575 (meters)     1409.36  (feet) ADJUSTED
 DQ3804  ______________________________________________________________________
 DQ3804  GEOID HEIGHT    -        -26.061 (meters)                     GEOID18
 DQ3804  DYNAMIC HEIGHT  -        429.570 (meters)     1409.35  (feet) COMP
 DQ3804  MODELED GRAVITY -    980,589.1   (mgal)                       NAVD 88
 DQ3804
 DQ3804  VERT ORDER      -  SECOND    CLASS I
 DQ3804
 DQ3804.The horizontal coordinates were established by autonomous hand held GPS
 DQ3804.observations and have an estimated accuracy of +/- 10 meters.
 DQ3804
 DQ3804.The orthometric height was determined by differential leveling and
 DQ3804.adjusted by the NATIONAL GEODETIC SURVEY
 DQ3804.in February 2018.
 DQ3804
 DQ3804.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ3804.GEOID18 height accuracy estimate available here.
 DQ3804
 DQ3804.Click photographs - Photos may exist for this station.
 DQ3804
 DQ3804.The dynamic height is computed by dividing the NAVD 88
 DQ3804.geopotential number by the normal gravity value computed on the
 DQ3804.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ3804.degrees latitude (g = 980.6199 gals.).
 DQ3804
 DQ3804.The modeled gravity was interpolated from observed gravity values.
 DQ3804
 DQ3804;                    North         East    Units  Estimated Accuracy
 DQ3804;SPC MN C     -   194,872.      702,774.      MT  (+/- 10 meters HH2 GPS)
 DQ3804
 DQ3804_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUL0574880055(NAD 83)
 DQ3804
 DQ3804                          SUPERSEDED SURVEY CONTROL
 DQ3804
 DQ3804.No superseded survey control is available for this station.
 DQ3804
 DQ3804_MARKER: F = FLANGE-ENCASED ROD
 DQ3804_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DQ3804_STAMPING: 2101 AG 2015
 DQ3804_MARK LOGO: MNDT
 DQ3804_PROJECTION: RECESSED 5 CENTIMETERS
 DQ3804_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DQ3804_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ3804_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ3804+SATELLITE: SATELLITE OBSERVATIONS - November 02, 2015
 DQ3804_ROD/PIPE-DEPTH: 8.8 meters
 DQ3804
 DQ3804  HISTORY     - Date     Condition        Report By
 DQ3804  HISTORY     - 20151102 MONUMENTED       MNDT
 DQ3804
 DQ3804                          STATION DESCRIPTION
 DQ3804
 DQ3804'DESCRIBED BY MN DEPT OF TRANSP 2015
 DQ3804'THE MARK IS LOCATED ABOUT 6.2 MI (10.0 KM) WEST OF ALEXANDRIA.
 DQ3804'
 DQ3804'TO REACH THE MARK GO 0.55 MI (0.88 KM) WEST ALONG TRUNK HIGHWAY 27
 DQ3804'FROM THE JUNCTION OF TRUNK HIGHWAY 27 AND TRUNK HIGHWAY 114 (JUNCTION
 DQ3804'IS 5.0 MI (8.0 KM) WEST OF ALEXANDRIA), AT TRUNK HIGHWAY 27 MILE POINT
 DQ3804'73.15.
 DQ3804'
 DQ3804'THE MARK IS LOCATED 74.7 FT (22.8 M) SOUTH-SOUTHEAST OF TRUNK HIGHWAY
 DQ3804'27, 1.5 FT (0.5 M) NORTH-NORTHWEST OF A WITNESS POST.
 DQ3804'
 DQ3804'NOTE-THE STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM ROD
 DQ3804'DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION REMOVABLE DISK
 DQ3804'SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH PVC
 DQ3804'PIPE BACK FILLED WITH WASHED SAND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DQ3805 ***********************************************************************
 DQ3805  DESIGNATION -  2101 AH
 DQ3805  PID         -  DQ3805
 DQ3805  STATE/COUNTY-  MN/DOUGLAS
 DQ3805  COUNTRY     -  US
 DQ3805  USGS QUAD   -  LAKE MARY (2019)
 DQ3805
 DQ3805                         *CURRENT SURVEY CONTROL
 DQ3805  ______________________________________________________________________
 DQ3805* NAD 83(2011) POSITION- 45 51 01.48443(N) 095 29 24.74615(W)   ADJUSTED
 DQ3805* NAD 83(2011) ELLIP HT-   395.679 (meters)        (01/28/26)   ADJUSTED
 DQ3805* NAD 83(2011) EPOCH   -  2010.00
 DQ3805* NAVD 88 ORTHO HEIGHT -   421.738 (meters)     1383.65  (feet) ADJUSTED
 DQ3805  ______________________________________________________________________
 DQ3805  GEOID HEIGHT    -        -26.066 (meters)                     GEOID18
 DQ3805  NAD 83(2011) X  -   -425,808.264 (meters)                     COMP
 DQ3805  NAD 83(2011) Y  - -4,430,124.263 (meters)                     COMP
 DQ3805  NAD 83(2011) Z  -  4,553,966.011 (meters)                     COMP
 DQ3805  LAPLACE CORR    -         -0.20  (seconds)                    DEFLEC18
 DQ3805  DYNAMIC HEIGHT  -        421.733 (meters)     1383.64  (feet) COMP
 DQ3805  MODELED GRAVITY -    980,590.8   (mgal)                       NAVD 88
 DQ3805
 DQ3805  VERT ORDER      -  SECOND    CLASS I
 DQ3805
 DQ3805  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DQ3805  Standards:
 DQ3805         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DQ3805            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DQ3805  -------------------------------------------------------------------
 DQ3805  NETWORK    0.48   0.80           0.22   0.17   0.41     -0.03484900
 DQ3805  -------------------------------------------------------------------
 DQ3805  Click here for local accuracies and other accuracy information.
 DQ3805
 DQ3805.The horizontal coordinates were established by GPS observations
 DQ3805.and adjusted by the MN DEPT OF TRANSP in January 2026.
 DQ3805
 DQ3805.Refers to NAD 83 (2011) epoch 2010.00 coordinates where the reference 
 DQ3805.frame has been affixed to the stable North American tectonic plate 
 DQ3805
 DQ3805.The horizontal coordinates are valid at the epoch date displayed above
 DQ3805.which is a decimal equivalence of Year/Month/Day.
 DQ3805
 DQ3805.The orthometric height was determined by differential leveling and
 DQ3805.adjusted by the NATIONAL GEODETIC SURVEY
 DQ3805.in February 2018.
 DQ3805
 DQ3805.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ3805.GEOID18 height accuracy estimate available here.
 DQ3805
 DQ3805.Click photographs - Photos may exist for this station.
 DQ3805
 DQ3805.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DQ3805
 DQ3805.The Laplace correction was computed from DEFLEC18 derived deflections.
 DQ3805
 DQ3805.The ellipsoidal height was determined by GPS observations
 DQ3805.and is referenced to NAD 83.
 DQ3805
 DQ3805.The dynamic height is computed by dividing the NAVD 88
 DQ3805.geopotential number by the normal gravity value computed on the
 DQ3805.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ3805.degrees latitude (g = 980.6199 gals.).
 DQ3805
 DQ3805.The modeled gravity was interpolated from observed gravity values.
 DQ3805
 DQ3805. The following values were computed from the NAD 83(2011) position.
 DQ3805
 DQ3805;                    North         East     Units Scale Factor Converg.
 DQ3805;SPC MN C     -   195,274.317   703,678.918   MT  0.99995755   -0 53 49.7
 DQ3805;SPC MN C     -   640,662.49  2,308,653.25   sFT  0.99995755   -0 53 49.7
 DQ3805;UTM  15      - 5,080,443.110   306,660.263   MT  1.00005957   -1 47 14.4
 DQ3805
 DQ3805!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DQ3805!SPC MN C     -   0.99993797  x   0.99995755  =   0.99989553
 DQ3805!UTM  15      -   0.99993797  x   1.00005957  =   0.99999754
 DQ3805
 DQ3805_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUL0666080443(NAD 83)
 DQ3805
 DQ3805                          SUPERSEDED SURVEY CONTROL
 DQ3805
 DQ3805.No superseded survey control is available for this station.
 DQ3805
 DQ3805_MARKER: F = FLANGE-ENCASED ROD
 DQ3805_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DQ3805_STAMPING: 2101 AH 2015
 DQ3805_MARK LOGO: MNDT
 DQ3805_PROJECTION: RECESSED 5 CENTIMETERS
 DQ3805_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DQ3805_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ3805_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ3805+SATELLITE: SATELLITE OBSERVATIONS - July 17, 2025
 DQ3805_ROD/PIPE-DEPTH: 14.6 meters
 DQ3805
 DQ3805  HISTORY     - Date     Condition        Report By
 DQ3805  HISTORY     - 20151102 MONUMENTED       MNDT
 DQ3805  HISTORY     - 20250717 GOOD             MNDT
 DQ3805
 DQ3805                          STATION DESCRIPTION
 DQ3805
 DQ3805'DESCRIBED BY MN DEPT OF TRANSP 2015
 DQ3805'THE MARK IS LOCATED ABOUT 6.0 MI (9.7 KM) WEST OF ALEXANDRIA.
 DQ3805'
 DQ3805'TO REACH THE MARK GO 3.1 MI (5.0 KM) WEST ALONG TRUNK HIGHWAY 27 FROM
 DQ3805'THE JUNCTION OF TRUNK HIGHWAY 27 AND INTERSTATE 94 IN ALEXANDRIA, AT
 DQ3805'TRUNK HIGHWAY 27 MILE POINT 73.75.
 DQ3805'
 DQ3805'THE MARK IS LOCATED 67.2 FT (20.5 M) NORTH-NORTHWEST OF TRUNK HIGHWAY
 DQ3805'27, 1.5 FT (0.5 M) SOUTH-SOUTHEAST OF A WITNESS POST.
 DQ3805'
 DQ3805'NOTE-THE STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM ROD
 DQ3805'DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION REMOVABLE DISK
 DQ3805'SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH PVC
 DQ3805'PIPE BACK FILLED WITH WASHED SAND.
 DQ3805
 DQ3805                          STATION RECOVERY (2025)
 DQ3805
 DQ3805'RECOVERY NOTE BY MN DEPT OF TRANSP 2025 (TJD)
 DQ3805'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 QP1844 ***********************************************************************
 QP1844  DESIGNATION -  2101 C
 QP1844  PID         -  QP1844
 QP1844  STATE/COUNTY-  MN/DOUGLAS
 QP1844  COUNTRY     -  US
 QP1844  USGS QUAD   -  LAKE MARY (2019)
 QP1844
 QP1844                         *CURRENT SURVEY CONTROL
 QP1844  ______________________________________________________________________
 QP1844* NAD 83(2011) POSITION- 45 51 25.74224(N) 095 26 39.91325(W)   ADJUSTED
 QP1844* NAD 83(2011) ELLIP HT-   396.617 (meters)        (09/16/13)   ADJUSTED
 QP1844* NAD 83(2011) EPOCH   -  2010.00
 QP1844* NAVD 88 ORTHO HEIGHT -   422.688 (meters)     1386.77  (feet) ADJUSTED
 QP1844  ______________________________________________________________________
 QP1844  GEOID HEIGHT    -        -26.080 (meters)                     GEOID18
 QP1844  NAD 83(2011) X  -   -422,216.941 (meters)                     COMP
 QP1844  NAD 83(2011) Y  - -4,429,928.747 (meters)                     COMP
 QP1844  NAD 83(2011) Z  -  4,554,488.353 (meters)                     COMP
 QP1844  LAPLACE CORR    -         -0.60  (seconds)                    DEFLEC18
 QP1844  DYNAMIC HEIGHT  -        422.684 (meters)     1386.76  (feet) COMP
 QP1844  MODELED GRAVITY -    980,592.8   (mgal)                       NAVD 88
 QP1844
 QP1844  VERT ORDER      -  SECOND    CLASS I
 QP1844
 QP1844  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 QP1844  Standards:
 QP1844         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 QP1844            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 QP1844  -------------------------------------------------------------------
 QP1844  NETWORK    0.46   0.49           0.21   0.16   0.25      0.11752057
 QP1844  -------------------------------------------------------------------
 QP1844  Click here for local accuracies and other accuracy information.
 QP1844
 QP1844.The horizontal coordinates were established by GPS observations
 QP1844.and adjusted by the MN DEPT OF TRANSP in September 2013.
 QP1844
 QP1844.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 QP1844.been affixed to the stable North American tectonic plate. See 
 QP1844.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 QP1844
 QP1844.The horizontal coordinates are valid at the epoch date displayed above
 QP1844.which is a decimal equivalence of Year/Month/Day.
 QP1844
 QP1844.The orthometric height was determined by differential leveling and
 QP1844.adjusted by the NATIONAL GEODETIC SURVEY
 QP1844.in June 1995.
 QP1844
 QP1844.Significant digits in the geoid height do not necessarily reflect accuracy.
 QP1844.GEOID18 height accuracy estimate available here.
 QP1844
 QP1844.Click photographs - Photos may exist for this station.
 QP1844
 QP1844.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 QP1844
 QP1844.The Laplace correction was computed from DEFLEC18 derived deflections.
 QP1844
 QP1844.The ellipsoidal height was determined by GPS observations
 QP1844.and is referenced to NAD 83.
 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. The following values were computed from the NAD 83(2011) position.
 QP1844
 QP1844;                    North         East     Units Scale Factor Converg.
 QP1844;SPC MN C     -   195,968.495   707,245.992   MT  0.99995657   -0 51 50.5
 QP1844;SPC MN C     -   642,939.97  2,320,356.23   sFT  0.99995657   -0 51 50.5
 QP1844;UTM  15      - 5,081,081.833   310,238.030   MT  1.00004271   -1 45 16.7
 QP1844
 QP1844!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QP1844!SPC MN C     -   0.99993783  x   0.99995657  =   0.99989440
 QP1844!UTM  15      -   0.99993783  x   1.00004271  =   0.99998053
 QP1844
 QP1844_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUL1023881081(NAD 83)
 QP1844
 QP1844                          SUPERSEDED SURVEY CONTROL
 QP1844
 QP1844.No superseded survey control is available for this station.
 QP1844
 QP1844_MARKER: DV = VERTICAL CONTROL DISK
 QP1844_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 QP1844_STAMPING: 2101 C 1983
 QP1844_MARK LOGO: MNDT
 QP1844_PROJECTION: RECESSED 3 CENTIMETERS
 QP1844_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 QP1844_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QP1844_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 QP1844+SATELLITE: SATELLITE OBSERVATIONS - June 30, 2015
 QP1844
 QP1844  HISTORY     - Date     Condition        Report By
 QP1844  HISTORY     - 19830906 MONUMENTED       MNDT
 QP1844  HISTORY     - 20100729 GOOD             MNDT
 QP1844  HISTORY     - 20130620 GOOD             MNDT
 QP1844  HISTORY     - 20150630 GOOD             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.
 QP1844
 QP1844                          STATION RECOVERY (2010)
 QP1844
 QP1844'RECOVERY NOTE BY MN DEPT OF TRANSP 2010 (DJS)
 QP1844'3.5 MILES SOUTHWEST OF ALEXANDRIA, 0.8 MILE WEST ALONG TRUNK HIGHWAY
 QP1844'27 FROM JUNCTION OF TRUNK HIGHWAY 27 AND INTERSTATE HIGHWAY 94 IN
 QP1844'ALEXANDRIA AT TRUNK HIGHWAY 27 MILEPOINT 76.05, 73.0 FEET NORTH OF
 QP1844'TRUNK HIGHWAY 27, 57.0 FEET WEST OF COUNTY SHORES, 1.4 FEET SOUTH OF
 QP1844'WITNESS POST.
 QP1844
 QP1844                          STATION RECOVERY (2013)
 QP1844
 QP1844'RECOVERY NOTE BY MN DEPT OF TRANSP 2013 (SLD)
 QP1844'3.5 MILES SOUTHWEST OF ALEXANDRIA, 0.8 MILE WEST ALONG TRUNK HIGHWAY
 QP1844'27 FROM JUNCTION OF TRUNK HIGHWAY 27 AND INTERSTATE HIGHWAY 94 IN
 QP1844'ALEXANDRIA AT TRUNK HIGHWAY 27 MILEPOINT 76.05, 73.0 FEET NORTH OF
 QP1844'TRUNK HIGHWAY 27, 57.0 FEET WEST OF COUNTY SHORES, 1.4 FEET SOUTH OF
 QP1844'WITNESS POST.
 QP1844
 QP1844                          STATION RECOVERY (2015)
 QP1844
 QP1844'RECOVERY NOTE BY MN DEPT OF TRANSP 2015 (MAS)
 QP1844'3.5 MI (5.6 KM) SOUTHWEST OF ALEXANDRIA, 0.8 MI (1.3 KM) WEST ALONG
 QP1844'TRUNK HIGHWAY 27  FROM THE JUNCTION OF TRUNK HIGHWAY 27 WEST AND
 QP1844'INTERSTATE HIGHWAY 94 IN ALEXANDRIA, AT TRUNK HIGHWAY 27 MILE POINT
 QP1844'76.05, 73.0 FT (22.3 M) NORTHWEST OF TRUNK HIGHWAY 27, 57.0 FT (17.4
 QP1844'M) SOUTHWEST OF COUNTRY SHORES, 1.4 FT (0.4 M) SOUTHEAST OF A WITNESS
 QP1844'POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DO7063 ***********************************************************************
 DO7063  DESIGNATION -  2101 D RESET
 DO7063  PID         -  DO7063
 DO7063  STATE/COUNTY-  MN/DOUGLAS
 DO7063  COUNTRY     -  US
 DO7063  USGS QUAD   -  LAKE MARY (2019)
 DO7063
 DO7063                         *CURRENT SURVEY CONTROL
 DO7063  ______________________________________________________________________
 DO7063* NAD 83(2011) POSITION- 45 51 13.10925(N) 095 27 36.89310(W)   ADJUSTED
 DO7063* NAD 83(2011) ELLIP HT-   404.708 (meters)        (09/16/13)   ADJUSTED
 DO7063* NAD 83(2011) EPOCH   -  2010.00
 DO7063* NAVD 88 ORTHO HEIGHT -   430.786 (meters)     1413.34  (feet) ADJUSTED
 DO7063  ______________________________________________________________________
 DO7063  GEOID HEIGHT    -        -26.073 (meters)                     GEOID18
 DO7063  NAD 83(2011) X  -   -423,467.846 (meters)                     COMP
 DO7063  NAD 83(2011) Y  - -4,430,096.185 (meters)                     COMP
 DO7063  NAD 83(2011) Z  -  4,554,222.492 (meters)                     COMP
 DO7063  LAPLACE CORR    -         -0.49  (seconds)                    DEFLEC18
 DO7063  DYNAMIC HEIGHT  -        430.782 (meters)     1413.32  (feet) COMP
 DO7063  MODELED GRAVITY -    980,592.2   (mgal)                       NAVD 88
 DO7063
 DO7063  VERT ORDER      -  SECOND    CLASS I
 DO7063
 DO7063  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DO7063  Standards:
 DO7063         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DO7063            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DO7063  -------------------------------------------------------------------
 DO7063  NETWORK    0.84   1.23           0.39   0.27   0.63      0.20130239
 DO7063  -------------------------------------------------------------------
 DO7063  Click here for local accuracies and other accuracy information.
 DO7063
 DO7063.The horizontal coordinates were established by GPS observations
 DO7063.and adjusted by the MN DEPT OF TRANSP in September 2013.
 DO7063
 DO7063.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DO7063.been affixed to the stable North American tectonic plate. See 
 DO7063.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DO7063
 DO7063.The horizontal coordinates are valid at the epoch date displayed above
 DO7063.which is a decimal equivalence of Year/Month/Day.
 DO7063
 DO7063.The orthometric height was determined by differential leveling and
 DO7063.adjusted by the NATIONAL GEODETIC SURVEY
 DO7063.in June 2014.
 DO7063
 DO7063.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO7063.GEOID18 height accuracy estimate available here.
 DO7063
 DO7063.Click photographs - Photos may exist for this station.
 DO7063
 DO7063.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DO7063
 DO7063.The Laplace correction was computed from DEFLEC18 derived deflections.
 DO7063
 DO7063.The ellipsoidal height was determined by GPS observations
 DO7063.and is referenced to NAD 83.
 DO7063
 DO7063.The dynamic height is computed by dividing the NAVD 88
 DO7063.geopotential number by the normal gravity value computed on the
 DO7063.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO7063.degrees latitude (g = 980.6199 gals.).
 DO7063
 DO7063.The modeled gravity was interpolated from observed gravity values.
 DO7063
 DO7063. The following values were computed from the NAD 83(2011) position.
 DO7063
 DO7063;                    North         East     Units Scale Factor Converg.
 DO7063;SPC MN C     -   195,597.177   706,011.008   MT  0.99995708   -0 52 31.7
 DO7063;SPC MN C     -   641,721.74  2,316,304.45   sFT  0.99995708   -0 52 31.7
 DO7063;UTM  15      - 5,080,729.723   308,997.313   MT  1.00004852   -1 45 57.3
 DO7063
 DO7063!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DO7063!SPC MN C     -   0.99993656  x   0.99995708  =   0.99989364
 DO7063!UTM  15      -   0.99993656  x   1.00004852  =   0.99998507
 DO7063
 DO7063:                Primary Azimuth Mark                     Grid Az
 DO7063:SPC MN C     -  2101 E                                   272 57 18.5
 DO7063:UTM  15      -  2101 E                                   273 50 44.1
 DO7063
 DO7063_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUL0899780729(NAD 83)
 DO7063
 DO7063|---------------------------------------------------------------------|
 DO7063| PID    Reference Object                     Distance      Geod. Az  |
 DO7063|                                                           dddmmss.s |
 DO7063| QP1847 2101 E                              APPROX. 0.8 KM 2720446.8 |
 DO7063|---------------------------------------------------------------------|
 DO7063
 DO7063                          SUPERSEDED SURVEY CONTROL
 DO7063
 DO7063  NAVD 88             430.79   (m)         1413.4    (f) LEVELING    3  
 DO7063
 DO7063.Superseded values are not recommended for survey control.
 DO7063
 DO7063.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DO7063.See file dsdata.pdf to determine how the superseded data were derived.
 DO7063
 DO7063_MARKER: I = METAL ROD
 DO7063_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DO7063_STAMPING: 2101 D RESET 2009
 DO7063_MARK LOGO: MNDT
 DO7063_PROJECTION: RECESSED 30 CENTIMETERS
 DO7063_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DO7063_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DO7063_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DO7063+SATELLITE: SATELLITE OBSERVATIONS - December 04, 2019
 DO7063_ROD/PIPE-DEPTH: 4.6 meters
 DO7063
 DO7063  HISTORY     - Date     Condition        Report By
 DO7063  HISTORY     - 20090723 MONUMENTED       MNDT
 DO7063  HISTORY     - 20130620 GOOD             MNDT
 DO7063  HISTORY     - 20191204 GOOD             MNDT
 DO7063
 DO7063                          STATION DESCRIPTION
 DO7063
 DO7063'DESCRIBED BY MN DEPT OF TRANSP 2009
 DO7063'4.0 MILES SOUTHWEST OF ALEXANDRIA, 1.6 MILES WEST ALONG TRUNK HIGHWAY
 DO7063'27 FROM JUNCTION OF TRUNK HIGHWAY 27 AND INTERSTATE HIGHWAY 94 IN
 DO7063'ALEXANDRIA, AT TRUNK HIGHWAY 27 MILEPOINT 75.25, 73.0 FEET SOUTH OF
 DO7063'TRUNK HIGHWAY 27, 30.0 FEET EAST OF EAST LAKE MARY ROAD, 2.0 FEET
 DO7063'NORTHEAST OF RIGHT-OF-WAY POST, 2.0 FEET NORTHEAST OF WITNESS POST.
 DO7063
 DO7063                          STATION RECOVERY (2013)
 DO7063
 DO7063'RECOVERY NOTE BY MN DEPT OF TRANSP 2013 (PXK)
 DO7063'4.0 MILES SOUTHWEST OF ALEXANDRIA, 1.6 MILES WEST ALONG TRUNK HIGHWAY
 DO7063'27 FROM JUNCTION OF TRUNK HIGHWAY 27 AND INTERSTATE HIGHWAY 94 IN
 DO7063'ALEXANDRIA, AT TRUNK HIGHWAY 27 MILEPOINT 75.25, 73.0 FEET SOUTH OF
 DO7063'TRUNK HIGHWAY 27, 30.0 FEET EAST OF EAST LAKE MARY ROAD, 2.0 FEET
 DO7063'NORTHEAST OF RIGHT-OF-WAY POST, 2.0 FEET NORTHEAST OF WITNESS POST.
 DO7063
 DO7063                          STATION RECOVERY (2019)
 DO7063
 DO7063'RECOVERY NOTE BY MN DEPT OF TRANSP 2019 (KMS)
 DO7063'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 QP1847 ***********************************************************************
 QP1847  DESIGNATION -  2101 E
 QP1847  PID         -  QP1847
 QP1847  STATE/COUNTY-  MN/DOUGLAS
 QP1847  COUNTRY     -  US
 QP1847  USGS QUAD   -  LAKE MARY (2019)
 QP1847
 QP1847                         *CURRENT SURVEY CONTROL
 QP1847  ______________________________________________________________________
 QP1847* NAD 83(2011) POSITION- 45 51 14.06401(N) 095 28 14.58825(W)   ADJUSTED
 QP1847* NAD 83(2011) ELLIP HT-   396.268 (meters)        (09/16/13)   ADJUSTED
 QP1847* NAD 83(2011) EPOCH   -  2010.00
 QP1847* NAVD 88 ORTHO HEIGHT -   422.339 (meters)     1385.62  (feet) ADJUSTED
 QP1847  ______________________________________________________________________
 QP1847  GEOID HEIGHT    -        -26.072 (meters)                     GEOID18
 QP1847  NAD 83(2011) X  -   -424,274.867 (meters)                     COMP
 QP1847  NAD 83(2011) Y  - -4,429,991.813 (meters)                     COMP
 QP1847  NAD 83(2011) Z  -  4,554,236.968 (meters)                     COMP
 QP1847  LAPLACE CORR    -         -0.41  (seconds)                    DEFLEC18
 QP1847  DYNAMIC HEIGHT  -        422.335 (meters)     1385.61  (feet) COMP
 QP1847  MODELED GRAVITY -    980,592.0   (mgal)                       NAVD 88
 QP1847
 QP1847  VERT ORDER      -  SECOND    CLASS I
 QP1847
 QP1847  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 QP1847  Standards:
 QP1847         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 QP1847            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 QP1847  -------------------------------------------------------------------
 QP1847  NETWORK    0.92   1.23           0.43   0.30   0.63      0.10013850
 QP1847  -------------------------------------------------------------------
 QP1847  Click here for local accuracies and other accuracy information.
 QP1847
 QP1847.The horizontal coordinates were established by GPS observations
 QP1847.and adjusted by the MN DEPT OF TRANSP in September 2013.
 QP1847
 QP1847.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 QP1847.been affixed to the stable North American tectonic plate. See 
 QP1847.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 QP1847
 QP1847.The horizontal coordinates are valid at the epoch date displayed above
 QP1847.which is a decimal equivalence of Year/Month/Day.
 QP1847
 QP1847.The orthometric height was determined by differential leveling and
 QP1847.adjusted by the NATIONAL GEODETIC SURVEY
 QP1847.in June 1995.
 QP1847
 QP1847.Significant digits in the geoid height do not necessarily reflect accuracy.
 QP1847.GEOID18 height accuracy estimate available here.
 QP1847
 QP1847.Click photographs - Photos may exist for this station.
 QP1847
 QP1847.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 QP1847
 QP1847.The Laplace correction was computed from DEFLEC18 derived deflections.
 QP1847
 QP1847.The ellipsoidal height was determined by GPS observations
 QP1847.and is referenced to NAD 83.
 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. The following values were computed from the NAD 83(2011) position.
 QP1847
 QP1847;                    North         East     Units Scale Factor Converg.
 QP1847;SPC MN C     -   195,639.130   705,198.348   MT  0.99995704   -0 52 59.0
 QP1847;SPC MN C     -   641,859.38  2,313,638.25   sFT  0.99995704   -0 52 59.0
 QP1847;UTM  15      - 5,080,784.303   308,185.328   MT  1.00005234   -1 46 24.4
 QP1847
 QP1847!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QP1847!SPC MN C     -   0.99993788  x   0.99995704  =   0.99989492
 QP1847!UTM  15      -   0.99993788  x   1.00005234  =   0.99999022
 QP1847
 QP1847:                Primary Azimuth Mark                     Grid Az
 QP1847:SPC MN C     -  2101 D RESET                             092 57 18.7
 QP1847:UTM  15      -  2101 D RESET                             093 50 44.1
 QP1847
 QP1847_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUL0818580784(NAD 83)
 QP1847
 QP1847|---------------------------------------------------------------------|
 QP1847| PID    Reference Object                     Distance      Geod. Az  |
 QP1847|                                                           dddmmss.s |
 QP1847| DO7063 2101 D RESET                        APPROX. 0.8 KM 0920419.7 |
 QP1847|---------------------------------------------------------------------|
 QP1847
 QP1847                          SUPERSEDED SURVEY CONTROL
 QP1847
 QP1847.No superseded survey control is available for this station.
 QP1847
 QP1847_MARKER: DV = VERTICAL CONTROL DISK
 QP1847_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 QP1847_STAMPING: 2101 E 1983
 QP1847_MARK LOGO: MNDT
 QP1847_PROJECTION: RECESSED 15 CENTIMETERS
 QP1847_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 QP1847_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QP1847_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QP1847+SATELLITE: SATELLITE OBSERVATIONS - October 07, 2015
 QP1847
 QP1847  HISTORY     - Date     Condition        Report By
 QP1847  HISTORY     - 19830401 MONUMENTED       MNDT
 QP1847  HISTORY     - 20100729 GOOD             MNDT
 QP1847  HISTORY     - 20120429 GOOD             MNDT
 QP1847  HISTORY     - 20130620 GOOD             MNDT
 QP1847  HISTORY     - 20151007 GOOD             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.
 QP1847
 QP1847                          STATION RECOVERY (2010)
 QP1847
 QP1847'RECOVERY NOTE BY MN DEPT OF TRANSP 2010 (DJS)
 QP1847'4.5 MILES WEST-SOUTHWEST OF ALEXANDRIA, 2.1 MILES EAST ALONG TRUNK
 QP1847'HIGHWAY 27 FROM JUNCTION OF TRUNK HIGHWAY 27 AND TRUNK HIGHWAY 114 IN
 QP1847'ALEXANDRIA, AT TRUNK HIGHWAY 27 MILEPOINT 74.75, 171.5 FEET NORTH OF
 QP1847'TRUNK HIGHWAY 27, 102.0 FEET NORTH-NORTHWEST OF POWER POLE, 101.6 FEET
 QP1847'NORTH OF CABLE MARKER NUMBER 51013, 45.0 FEET EAST OF ENGLUND ROAD,
 QP1847'2.6 FEET SOUTH-SOUTHWEST OF RIGHT-OF-WAY POST, 0.8 FOOT WEST OF
 QP1847'WITNESS POST.
 QP1847
 QP1847                          STATION RECOVERY (2012)
 QP1847
 QP1847'RECOVERY NOTE BY MN DEPT OF TRANSP 2012 (ETK)
 QP1847'4.5 MILES WEST-SOUTHWEST OF ALEXANDRIA, 2.1 MILES EAST ALONG TRUNK
 QP1847'HIGHWAY 27 FROM JUNCTION OF TRUNK HIGHWAY 27 AND TRUNK HIGHWAY 114 IN
 QP1847'ALEXANDRIA, AT TRUNK HIGHWAY 27 MILEPOINT 74.75, 171.5 FEET NORTH OF
 QP1847'TRUNK HIGHWAY 27, 102.0 FEET NORTH-NORTHWEST OF POWER POLE, 45.0 FEET
 QP1847'EAST OF ENGLUND ROAD, 2.6 FEET SOUTH-SOUTHWEST OF RIGHT-OF-WAY POST,
 QP1847'0.8 FOOT WEST OF WITNESS POST.
 QP1847
 QP1847                          STATION RECOVERY (2013)
 QP1847
 QP1847'RECOVERY NOTE BY MN DEPT OF TRANSP 2013 (WFS)
 QP1847'4.5 MILES WEST-SOUTHWEST OF ALEXANDRIA, 2.1 MILES EAST ALONG TRUNK
 QP1847'HIGHWAY 27 FROM JUNCTION OF TRUNK HIGHWAY 27 AND TRUNK HIGHWAY 114 IN
 QP1847'ALEXANDRIA, AT TRUNK HIGHWAY 27 MILEPOINT 74.75, 171.5 FEET NORTH OF
 QP1847'TRUNK HIGHWAY 27, 102.0 FEET NORTH-NORTHWEST OF POWER POLE, 45.0 FEET
 QP1847'EAST OF ENGLUND ROAD, 2.6 FEET SOUTH-SOUTHWEST OF RIGHT-OF-WAY POST,
 QP1847'0.8 FOOT WEST OF WITNESS POST.
 QP1847
 QP1847                          STATION RECOVERY (2015)
 QP1847
 QP1847'RECOVERY NOTE BY MN DEPT OF TRANSP 2015 (KMS)
 QP1847'4.5 MI (7.2 KM) WEST-SOUTHWEST OF ALEXANDRIA, 2.1 MI (3.4 KM) WEST
 QP1847'ALONG TRUNK HIGHWAY 27  FROM THE JUNCTION OF TRUNK HIGHWAY 27 AND
 QP1847'INTERSTATE 94 IN ALEXANDRIA, AT TRUNK HIGHWAY 27 MILE POINT 74.75,
 QP1847'171.5 FT (52.3 M) NORTH OF TRUNK HIGHWAY 27, 102.0 FT (31.1 M)
 QP1847'NORTH-NORTHWEST OF POWER POLE, 45.0 FT (13.7 M) EAST OF ENGLUND ROAD,
 QP1847'2.6 FT (0.8 M) SOUTH-SOUTHWEST OF RIGHT-OF-WAY POST, 0.8 FT (24 CM)
 QP1847'WEST OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 QP1849 ***********************************************************************
 QP1849  DESIGNATION -  2101 F
 QP1849  PID         -  QP1849
 QP1849  STATE/COUNTY-  MN/DOUGLAS
 QP1849  COUNTRY     -  US
 QP1849  USGS QUAD   -  LAKE MARY (2019)
 QP1849
 QP1849                         *CURRENT SURVEY CONTROL
 QP1849  ______________________________________________________________________
 QP1849* NAD 83(1986) POSITION- 45 51 11.59   (N) 095 28 51.87   (W)   HD_HELD1
 QP1849* NAVD 88 ORTHO HEIGHT -   421.898 (meters)     1384.18  (feet) ADJUSTED
 QP1849  ______________________________________________________________________
 QP1849  GEOID HEIGHT    -        -26.070 (meters)                     GEOID18
 QP1849  DYNAMIC HEIGHT  -        421.893 (meters)     1384.16  (feet) COMP
 QP1849  MODELED GRAVITY -    980,591.6   (mgal)                       NAVD 88
 QP1849
 QP1849  VERT ORDER      -  SECOND    CLASS I
 QP1849
 QP1849.The horizontal coordinates were determined by differentially corrected
 QP1849.hand held GPS observations or other comparable positioning techniques
 QP1849.and have an estimated accuracy of +/- 3 meters.
 QP1849
 QP1849.The orthometric height was determined by differential leveling and
 QP1849.adjusted by the NATIONAL GEODETIC SURVEY
 QP1849.in June 2014.
 QP1849
 QP1849.Significant digits in the geoid height do not necessarily reflect accuracy.
 QP1849.GEOID18 height accuracy estimate available here.
 QP1849
 QP1849.Click photographs - Photos may exist for this station.
 QP1849
 QP1849.The dynamic height is computed by dividing the NAVD 88
 QP1849.geopotential number by the normal gravity value computed on the
 QP1849.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QP1849.degrees latitude (g = 980.6199 gals.).
 QP1849
 QP1849.The modeled gravity was interpolated from observed gravity values.
 QP1849
 QP1849;                    North         East    Units  Estimated Accuracy
 QP1849;SPC MN C     -   195,575.2     704,393.0     MT  (+/- 3 meters HH1 GPS) 
 QP1849
 QP1849_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUL0737880732(NAD 83)
 QP1849
 QP1849                          SUPERSEDED SURVEY CONTROL
 QP1849
 QP1849  NAVD 88 (06/15/95)  421.900  (m)         1384.18   (f) SUPERSEDED  2 1
 QP1849
 QP1849.Superseded values are not recommended for survey control.
 QP1849
 QP1849.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QP1849.See file dsdata.pdf to determine how the superseded data were derived.
 QP1849
 QP1849_MARKER: DV = VERTICAL CONTROL DISK
 QP1849_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 QP1849_STAMPING: 2101 F 1983
 QP1849_MARK LOGO: MNDT
 QP1849_PROJECTION: FLUSH
 QP1849_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 QP1849_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QP1849_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 QP1849+SATELLITE: SATELLITE OBSERVATIONS - October 07, 2015
 QP1849
 QP1849  HISTORY     - Date     Condition        Report By
 QP1849  HISTORY     - 19830906 MONUMENTED       MNDT
 QP1849  HISTORY     - 20100729 GOOD             MNDT
 QP1849  HISTORY     - 20151007 GOOD             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.
 QP1849
 QP1849                          STATION RECOVERY (2010)
 QP1849
 QP1849'RECOVERY NOTE BY MN DEPT OF TRANSP 2010 (DJS)
 QP1849'5.0 MILES WEST-SOUTHWEST OF ALEXANDRIA, IN NORTHWEST QUADRANT OF
 QP1849'JUNCTION OF TRUNK HIGHWAY 27 AND GRANLUND DRIVE, AT TRUNK HIGHWAY 27
 QP1849'MILEPOINT 74.3, 0.6 MILE EAST OF JUNCTION OF TRUNK HIGHWAY 27 AND
 QP1849'TRUNK HIGHWAY 114, 116.0 FEET NORTH OF TRUNK HIGHWAY 27, 103.2 FEET
 QP1849'EAST-NORTHEAST OF CORK REFERENCE MARK 1, 68.7 FEET NORTH-NORTHWEST OF
 QP1849'STATION CORK, 58.6 FEET SOUTH-SOUTHWEST OF RIGHT-OF-WAY POST, 55.0
 QP1849'FEET WEST OF GRANLUND DRIVE, 1.3 FEET SOUTH OF WITNESS POST.
 QP1849
 QP1849                          STATION RECOVERY (2015)
 QP1849
 QP1849'RECOVERY NOTE BY MN DEPT OF TRANSP 2015 (KMS)
 QP1849'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 QP1857 ***********************************************************************
 QP1857  DESIGNATION -  2101 K
 QP1857  PID         -  QP1857
 QP1857  STATE/COUNTY-  MN/DOUGLAS
 QP1857  COUNTRY     -  US
 QP1857  USGS QUAD   -  FARWELL (2019)
 QP1857
 QP1857                         *CURRENT SURVEY CONTROL
 QP1857  ______________________________________________________________________
 QP1857* NAD 83(2011) POSITION- 45 50 49.24780(N) 095 31 16.70278(W)   ADJUSTED
 QP1857* NAD 83(2011) ELLIP HT-   402.608 (meters)        (09/16/13)   ADJUSTED
 QP1857* NAD 83(2011) EPOCH   -  2010.00
 QP1857* NAVD 88 ORTHO HEIGHT -   428.674 (meters)     1406.41  (feet) ADJUSTED
 QP1857  ______________________________________________________________________
 QP1857  GEOID HEIGHT    -        -26.063 (meters)                     GEOID18
 QP1857  NAD 83(2011) X  -   -428,239.336 (meters)                     COMP
 QP1857  NAD 83(2011) Y  - -4,430,167.126 (meters)                     COMP
 QP1857  NAD 83(2011) Z  -  4,553,707.807 (meters)                     COMP
 QP1857  LAPLACE CORR    -          0.32  (seconds)                    DEFLEC18
 QP1857  DYNAMIC HEIGHT  -        428.668 (meters)     1406.39  (feet) COMP
 QP1857  MODELED GRAVITY -    980,587.8   (mgal)                       NAVD 88
 QP1857
 QP1857  VERT ORDER      -  SECOND    CLASS I
 QP1857
 QP1857  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 QP1857  Standards:
 QP1857         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 QP1857            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 QP1857  -------------------------------------------------------------------
 QP1857  NETWORK    0.89   1.23           0.40   0.32   0.63      0.15335732
 QP1857  -------------------------------------------------------------------
 QP1857  Click here for local accuracies and other accuracy information.
 QP1857
 QP1857.The horizontal coordinates were established by GPS observations
 QP1857.and adjusted by the MN DEPT OF TRANSP in September 2013.
 QP1857
 QP1857.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 QP1857.been affixed to the stable North American tectonic plate. See 
 QP1857.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 QP1857
 QP1857.The horizontal coordinates are valid at the epoch date displayed above
 QP1857.which is a decimal equivalence of Year/Month/Day.
 QP1857
 QP1857.The orthometric height was determined by differential leveling and
 QP1857.adjusted by the NATIONAL GEODETIC SURVEY
 QP1857.in February 2018.
 QP1857
 QP1857.Significant digits in the geoid height do not necessarily reflect accuracy.
 QP1857.GEOID18 height accuracy estimate available here.
 QP1857
 QP1857.Click photographs - Photos may exist for this station.
 QP1857
 QP1857.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 QP1857
 QP1857.The Laplace correction was computed from DEFLEC18 derived deflections.
 QP1857
 QP1857.The ellipsoidal height was determined by GPS observations
 QP1857.and is referenced to NAD 83.
 QP1857
 QP1857.The dynamic height is computed by dividing the NAVD 88
 QP1857.geopotential number by the normal gravity value computed on the
 QP1857.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QP1857.degrees latitude (g = 980.6199 gals.).
 QP1857
 QP1857.The modeled gravity was interpolated from observed gravity values.
 QP1857
 QP1857. The following values were computed from the NAD 83(2011) position.
 QP1857
 QP1857;                    North         East     Units Scale Factor Converg.
 QP1857;SPC MN C     -   194,934.875   701,257.741   MT  0.99995805   -0 55 10.7
 QP1857;SPC MN C     -   639,548.84  2,300,709.77   sFT  0.99995805   -0 55 10.7
 QP1857;UTM  15      - 5,080,141.286   304,233.844   MT  1.00007117   -1 48 34.4
 QP1857
 QP1857!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QP1857!SPC MN C     -   0.99993689  x   0.99995805  =   0.99989494
 QP1857!UTM  15      -   0.99993689  x   1.00007117  =   1.00000805
 QP1857
 QP1857:                Primary Azimuth Mark                     Grid Az
 QP1857:SPC MN C     -  2101 L RESET                             243 09 44.6
 QP1857:UTM  15      -  2101 L RESET                             244 03 08.3
 QP1857
 QP1857_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUL0423380141(NAD 83)
 QP1857
 QP1857|---------------------------------------------------------------------|
 QP1857| PID    Reference Object                     Distance      Geod. Az  |
 QP1857|                                                           dddmmss.s |
 QP1857| QP1856 22 DRL                               78.862 METERS 08850     |
 QP1857| DO7060 2101 L RESET                        APPROX. 0.8 KM 2421433.9 |
 QP1857| QP2002 BRANDON TEL CO RADIO MAST           APPROX. 7.1 KM 2961237.8 |
 QP1857|---------------------------------------------------------------------|
 QP1857
 QP1857                          SUPERSEDED SURVEY CONTROL
 QP1857
 QP1857  NAD 83(1996)-  45 50 49.24782(N)    095 31 16.70185(W) AD(       ) 2
 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  NAVD 88 (06/15/95)  428.672  (m)         1406.40   (f) SUPERSEDED  2 1
 QP1857  NGVD 29             428.46   (m)         1405.7    (f) LEVELING    3  
 QP1857
 QP1857.Superseded values are not recommended for survey control.
 QP1857
 QP1857.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QP1857.See file dsdata.pdf to determine how the superseded data were derived.
 QP1857
 QP1857_MARKER: DV = VERTICAL CONTROL DISK
 QP1857_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 QP1857_STAMPING: 2101 K 1983
 QP1857_MARK LOGO: MNDT
 QP1857_PROJECTION: FLUSH
 QP1857_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 QP1857_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QP1857_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QP1857+SATELLITE: SATELLITE OBSERVATIONS - June 14, 2021
 QP1857
 QP1857  HISTORY     - Date     Condition        Report By
 QP1857  HISTORY     - 19830906 MONUMENTED       MNDT
 QP1857  HISTORY     - 1983     GOOD             MNDT
 QP1857  HISTORY     - 20100729 GOOD             MNDT
 QP1857  HISTORY     - 20130620 GOOD             MNDT
 QP1857  HISTORY     - 20151021 GOOD             MNDT
 QP1857  HISTORY     - 20210614 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.
 QP1857
 QP1857                          STATION RECOVERY (2010)
 QP1857
 QP1857'RECOVERY NOTE BY MN DEPT OF TRANSP 2010 (DJS)
 QP1857'1.25 MILES NORTHEAST OF HOLMES CITY, 1.45 MILES WEST ALONG TRUNK
 QP1857'HIGHWAY 27 FROM JUNCTION OF TRUNK HIGHWAY 27 AND TRUNK HIGHWAY 114 IN
 QP1857'HOLMES CITY, AT TRUNK HIGHWAY 27 MILEPOINT 72.2, 210.0 FEET WEST OF
 QP1857'TIMBER SHORES DRIVE, 106.0 FEET NORTH OF TRUNK HIGHWAY 27, 34.0 FEET
 QP1857'NORTH-NORTHEAST OF RIGHT-OF-WAY POST, 7.0 FEET SOUTH OF POWER POLE
 QP1857'WITH GUY WIRE, 3.0 FEET EAST OF WITNESS POST.
 QP1857
 QP1857                          STATION RECOVERY (2013)
 QP1857
 QP1857'RECOVERY NOTE BY MN DEPT OF TRANSP 2013 (SLD)
 QP1857'1.25 MILES NORTHEAST OF HOLMES CITY, 1.45 MILES WEST ALONG TRUNK
 QP1857'HIGHWAY 27 FROM JUNCTION OF TRUNK HIGHWAY 27 AND TRUNK HIGHWAY 114 IN
 QP1857'HOLMES CITY, AT TRUNK HIGHWAY 27 MILEPOINT 72.2, 210.0 FEET WEST OF
 QP1857'TIMBER SHORES DRIVE, 106.0 FEET NORTH OF TRUNK HIGHWAY 27, 34.0 FEET
 QP1857'NORTH-NORTHEAST OF RIGHT-OF-WAY POST, 7.0 FEET SOUTH OF POWER POLE
 QP1857'WITH GUY WIRE, 3.0 FEET EAST OF WITNESS POST.
 QP1857
 QP1857                          STATION RECOVERY (2015)
 QP1857
 QP1857'RECOVERY NOTE BY MN DEPT OF TRANSP 2015 (KMS)
 QP1857'RECOVERED AS DESCRIBED.
 QP1857
 QP1857                          STATION RECOVERY (2021)
 QP1857
 QP1857'RECOVERY NOTE BY MN DEPT OF TRANSP 2021 (TJD)
 QP1857'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 QP1859 ***********************************************************************
 QP1859  DESIGNATION -  2101 M
 QP1859  PID         -  QP1859
 QP1859  STATE/COUNTY-  MN/DOUGLAS
 QP1859  COUNTRY     -  US
 QP1859  USGS QUAD   -  FARWELL (2019)
 QP1859
 QP1859                         *CURRENT SURVEY CONTROL
 QP1859  ______________________________________________________________________
 QP1859* NAD 83(2011) POSITION- 45 50 17.00414(N) 095 32 24.37955(W)   ADJUSTED
 QP1859* NAD 83(2011) ELLIP HT-   402.087 (meters)        (09/16/13)   ADJUSTED
 QP1859* NAD 83(2011) EPOCH   -  2010.00
 QP1859* NAVD 88 ORTHO HEIGHT -   428.149 (meters)     1404.69  (feet) ADJUSTED
 QP1859  ______________________________________________________________________
 QP1859  GEOID HEIGHT    -        -26.053 (meters)                     GEOID18
 QP1859  NAD 83(2011) X  -   -429,761.799 (meters)                     COMP
 QP1859  NAD 83(2011) Y  - -4,430,736.931 (meters)                     COMP
 QP1859  NAD 83(2011) Z  -  4,553,013.886 (meters)                     COMP
 QP1859  LAPLACE CORR    -          0.18  (seconds)                    DEFLEC18
 QP1859  DYNAMIC HEIGHT  -        428.142 (meters)     1404.66  (feet) COMP
 QP1859  MODELED GRAVITY -    980,586.0   (mgal)                       NAVD 88
 QP1859
 QP1859  VERT ORDER      -  SECOND    CLASS I
 QP1859
 QP1859  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 QP1859  Standards:
 QP1859         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 QP1859            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 QP1859  -------------------------------------------------------------------
 QP1859  NETWORK    0.88   1.23           0.39   0.32   0.63      0.09716487
 QP1859  -------------------------------------------------------------------
 QP1859  Click here for local accuracies and other accuracy information.
 QP1859
 QP1859.The horizontal coordinates were established by GPS observations
 QP1859.and adjusted by the MN DEPT OF TRANSP in September 2013.
 QP1859
 QP1859.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 QP1859.been affixed to the stable North American tectonic plate. See 
 QP1859.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 QP1859
 QP1859.The horizontal coordinates are valid at the epoch date displayed above
 QP1859.which is a decimal equivalence of Year/Month/Day.
 QP1859
 QP1859.The orthometric height was determined by differential leveling and
 QP1859.adjusted by the NATIONAL GEODETIC SURVEY
 QP1859.in June 1995.
 QP1859
 QP1859.Significant digits in the geoid height do not necessarily reflect accuracy.
 QP1859.GEOID18 height accuracy estimate available here.
 QP1859
 QP1859.Click photographs - Photos may exist for this station.
 QP1859
 QP1859.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 QP1859
 QP1859.The Laplace correction was computed from DEFLEC18 derived deflections.
 QP1859
 QP1859.The ellipsoidal height was determined by GPS observations
 QP1859.and is referenced to NAD 83.
 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. The following values were computed from the NAD 83(2011) position.
 QP1859
 QP1859;                    North         East     Units Scale Factor Converg.
 QP1859;SPC MN C     -   193,963.150   699,781.531   MT  0.99995939   -0 55 59.7
 QP1859;SPC MN C     -   636,360.77  2,295,866.57   sFT  0.99995939   -0 55 59.7
 QP1859;UTM  15      - 5,079,192.491   302,742.550   MT  1.00007838   -1 49 22.0
 QP1859
 QP1859!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QP1859!SPC MN C     -   0.99993697  x   0.99995939  =   0.99989636
 QP1859!UTM  15      -   0.99993697  x   1.00007838  =   1.00001534
 QP1859
 QP1859:                Primary Azimuth Mark                     Grid Az
 QP1859:SPC MN C     -  2101 L RESET                             051 31 59.8
 QP1859:UTM  15      -  2101 L RESET                             052 25 22.1
 QP1859
 QP1859_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUL0274279192(NAD 83)
 QP1859
 QP1859|---------------------------------------------------------------------|
 QP1859| PID    Reference Object                     Distance      Geod. Az  |
 QP1859|                                                           dddmmss.s |
 QP1859| DO7060 2101 L RESET                        APPROX. 1.0 KM 0503600.1 |
 QP1859|---------------------------------------------------------------------|
 QP1859
 QP1859                          SUPERSEDED SURVEY CONTROL
 QP1859
 QP1859.No superseded survey control is available for this station.
 QP1859
 QP1859_MARKER: DV = VERTICAL CONTROL DISK
 QP1859_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 QP1859_STAMPING: 2101 M 1983
 QP1859_MARK LOGO: MNDT
 QP1859_PROJECTION: FLUSH
 QP1859_MAGNETIC: I = MARKER IS A STEEL ROD
 QP1859_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QP1859_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QP1859+SATELLITE: SATELLITE OBSERVATIONS - June 20, 2013
 QP1859
 QP1859  HISTORY     - Date     Condition        Report By
 QP1859  HISTORY     - 19830906 MONUMENTED       MNDT
 QP1859  HISTORY     - 20100729 GOOD             MNDT
 QP1859  HISTORY     - 20120108 GOOD             MNDT
 QP1859  HISTORY     - 20130620 GOOD             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.
 QP1859
 QP1859                          STATION RECOVERY (2010)
 QP1859
 QP1859'RECOVERY NOTE BY MN DEPT OF TRANSP 2010 (DJS)
 QP1859'0.1 MILE NORTH OF HOLMES CITY, 2.55 MILES WEST OF JUNCTION OF TRUNK
 QP1859'HIGHWAY 27 AND TRUNK HIGHWAY 114, AT TRUNK HIGHWAY 27 MILEPOINT 71.1,
 QP1859'161.5 FEET SOUTH OF TRUNK HIGHWAY 27, 129.2 FEET WEST OF COUNTY ROAD
 QP1859'4, 107.6 FEET SOUTH-SOUTHWEST OF POWER POLE WITH GUY WIRE, 1.3 FEET
 QP1859'NORTH-NORTHEAST OF RIGHT-OF-WAY POST, 1.3 FEET NORTHEAST OF WITNESS
 QP1859'POST.
 QP1859
 QP1859                          STATION RECOVERY (2012)
 QP1859
 QP1859'RECOVERY NOTE BY MN DEPT OF TRANSP 2012 (ETK)
 QP1859'0.1 MILE NORTH OF HOLMES CITY, 2.55 MILES WEST ALONG TRUNK HIGHWAY 27
 QP1859'FROM JUNCTION OF TRUNK HIGHWAY 27 AND TRUNK HIGHWAY 114 NEAR NORTHWEST
 QP1859'CORNER OF LAKE MARY LAKE, AT TRUNK HIGHWAY 27 MILEPOINT 71.1, 161.5
 QP1859'FEET SOUTH OF TRUNK HIGHWAY 27, 129.2 FEET WEST OF COUNTY ROAD 4,
 QP1859'107.6 FEET SOUTH-SOUTHWEST OF POWER POLE WITH GUY WIRE, 1.3 FEET
 QP1859'NORTH-NORTHEAST OF RIGHT-OF-WAY POST, 1.3 FEET NORTHEAST OF WITNESS
 QP1859'POST.
 QP1859
 QP1859                          STATION RECOVERY (2013)
 QP1859
 QP1859'RECOVERY NOTE BY MN DEPT OF TRANSP 2013 (TXR)
 QP1859'0.1 MILE NORTH OF HOLMES CITY, 2.55 MILES WEST ALONG TRUNK HIGHWAY 27
 QP1859'FROM JUNCTION OF TRUNK HIGHWAY 27 AND TRUNK HIGHWAY 114 NEAR NORTHWEST
 QP1859'CORNER OF LAKE MARY LAKE, AT TRUNK HIGHWAY 27 MILEPOINT 71.1, 161.5
 QP1859'FEET SOUTH OF TRUNK HIGHWAY 27, 129.2 FEET WEST OF COUNTY ROAD 4,
 QP1859'107.6 FEET SOUTH-SOUTHWEST OF POWER POLE WITH GUY WIRE, 1.3 FEET
 QP1859'NORTH-NORTHEAST OF RIGHT-OF-WAY POST, 1.3 FEET NORTHEAST OF WITNESS
 QP1859'POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 QP1864 ***********************************************************************
 QP1864  DESIGNATION -  2101 P
 QP1864  PID         -  QP1864
 QP1864  STATE/COUNTY-  MN/DOUGLAS
 QP1864  COUNTRY     -  US
 QP1864  USGS QUAD   -  FARWELL (2019)
 QP1864
 QP1864                         *CURRENT SURVEY CONTROL
 QP1864  ______________________________________________________________________
 QP1864* NAD 83(1986) POSITION- 45 50 19.3    (N) 095 34 20.2    (W)   HD_HELD2
 QP1864* NAVD 88 ORTHO HEIGHT -   437.268 (meters)     1434.60  (feet) ADJUSTED
 QP1864  ______________________________________________________________________
 QP1864  GEOID HEIGHT    -        -26.057 (meters)                     GEOID18
 QP1864  DYNAMIC HEIGHT  -        437.260 (meters)     1434.58  (feet) COMP
 QP1864  MODELED GRAVITY -    980,583.9   (mgal)                       NAVD 88
 QP1864
 QP1864  VERT ORDER      -  SECOND    CLASS I
 QP1864
 QP1864.The horizontal coordinates were established by autonomous hand held GPS
 QP1864.observations and have an estimated accuracy of +/- 10 meters.
 QP1864
 QP1864.The orthometric height was determined by differential leveling and
 QP1864.adjusted by the NATIONAL GEODETIC SURVEY
 QP1864.in June 2014.
 QP1864
 QP1864.Significant digits in the geoid height do not necessarily reflect accuracy.
 QP1864.GEOID18 height accuracy estimate available here.
 QP1864
 QP1864.Click photographs - Photos may exist for this station.
 QP1864
 QP1864.The dynamic height is computed by dividing the NAVD 88
 QP1864.geopotential number by the normal gravity value computed on the
 QP1864.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QP1864.degrees latitude (g = 980.6199 gals.).
 QP1864
 QP1864.The modeled gravity was interpolated from observed gravity values.
 QP1864
 QP1864;                    North         East    Units  Estimated Accuracy
 QP1864;SPC MN C     -   194,075.      697,284.      MT  (+/- 10 meters HH2 GPS)
 QP1864
 QP1864_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUL0024679343(NAD 83)
 QP1864
 QP1864                          SUPERSEDED SURVEY CONTROL
 QP1864
 QP1864  NAVD 88 (06/15/95)  437.246  (m)         1434.53   (f) SUPERSEDED  2 1
 QP1864
 QP1864.Superseded values are not recommended for survey control.
 QP1864
 QP1864.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QP1864.See file dsdata.pdf to determine how the superseded data were derived.
 QP1864
 QP1864_MARKER: DV = VERTICAL CONTROL DISK
 QP1864_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 QP1864_STAMPING: 2101 P 1983
 QP1864_MARK LOGO: MNDT
 QP1864_PROJECTION: FLUSH
 QP1864_MAGNETIC: I = MARKER IS A STEEL ROD
 QP1864_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QP1864_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 QP1864+SATELLITE: SATELLITE OBSERVATIONS - July 29, 2010
 QP1864
 QP1864  HISTORY     - Date     Condition        Report By
 QP1864  HISTORY     - 19830906 MONUMENTED       MNDT
 QP1864  HISTORY     - 20100729 GOOD             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.
 QP1864
 QP1864                          STATION RECOVERY (2010)
 QP1864
 QP1864'RECOVERY NOTE BY MN DEPT OF TRANSP 2010 (MPP)
 QP1864'1.5 MILES WEST OF HOLMES CITY, 4.1 MILES WEST OF JUNCTION OF TRUNK
 QP1864'HIGHWAY 27 AND TRUNK HIGHWAY 114, AT TRUNK HIGHWAY 27 MILEPOINT 69.55,
 QP1864'159.0 FEET NORTH-NORTHWEST OF POWER POLE, 137.5 FEET SOUTH OF TRUNK
 QP1864'HIGHWAY 27, 92.0 FEET WEST OF COUNTY ROAD 7, 75.0 FEET SOUTHWEST OF
 QP1864'POWER POLE, 0.9 FOOT EAST OF WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DO7055 ***********************************************************************
 DO7055  DESIGNATION -  2101 S RESET
 DO7055  PID         -  DO7055
 DO7055  STATE/COUNTY-  MN/DOUGLAS
 DO7055  COUNTRY     -  US
 DO7055  USGS QUAD   -  FARWELL (2019)
 DO7055
 DO7055                         *CURRENT SURVEY CONTROL
 DO7055  ______________________________________________________________________
 DO7055* NAD 83(1986) POSITION- 45 50 01.57   (N) 095 36 44.11   (W)   HD_HELD1
 DO7055* NAVD 88 ORTHO HEIGHT -   422.857 (meters)     1387.32  (feet) ADJUSTED
 DO7055  ______________________________________________________________________
 DO7055  GEOID HEIGHT    -        -26.059 (meters)                     GEOID18
 DO7055  DYNAMIC HEIGHT  -        422.849 (meters)     1387.30  (feet) COMP
 DO7055  MODELED GRAVITY -    980,583.3   (mgal)                       NAVD 88
 DO7055
 DO7055  VERT ORDER      -  SECOND    CLASS I
 DO7055
 DO7055.The horizontal coordinates were determined by differentially corrected
 DO7055.hand held GPS observations or other comparable positioning techniques
 DO7055.and have an estimated accuracy of +/- 3 meters.
 DO7055
 DO7055.The orthometric height was determined by differential leveling and
 DO7055.adjusted by the NATIONAL GEODETIC SURVEY
 DO7055.in June 2014.
 DO7055
 DO7055.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO7055.GEOID18 height accuracy estimate available here.
 DO7055
 DO7055.Click photographs - Photos may exist for this station.
 DO7055
 DO7055.The dynamic height is computed by dividing the NAVD 88
 DO7055.geopotential number by the normal gravity value computed on the
 DO7055.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO7055.degrees latitude (g = 980.6199 gals.).
 DO7055
 DO7055.The modeled gravity was interpolated from observed gravity values.
 DO7055
 DO7055;                    North         East    Units  Estimated Accuracy
 DO7055;SPC MN C     -   193,580.6     694,169.3     MT  (+/- 3 meters HH1 GPS) 
 DO7055
 DO7055_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTL9712478897(NAD 83)
 DO7055
 DO7055                          SUPERSEDED SURVEY CONTROL
 DO7055
 DO7055.No superseded survey control is available for this station.
 DO7055
 DO7055_MARKER: I = METAL ROD
 DO7055_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DO7055_STAMPING: 2101 S RESET 1983 1990 2009
 DO7055_MARK LOGO: MNDT
 DO7055_PROJECTION: RECESSED 13 CENTIMETERS
 DO7055_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DO7055_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DO7055_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DO7055+SATELLITE: SATELLITE OBSERVATIONS - July 29, 2010
 DO7055_ROD/PIPE-DEPTH: 4.6 meters
 DO7055
 DO7055  HISTORY     - Date     Condition        Report By
 DO7055  HISTORY     - 20090804 MONUMENTED       MNDT
 DO7055  HISTORY     - 20100729 GOOD             MNDT
 DO7055
 DO7055                          STATION DESCRIPTION
 DO7055
 DO7055'DESCRIBED BY MN DEPT OF TRANSP 2009
 DO7055'3.5 MILES WEST OF HOLMES CITY, 6.15 MILES WEST ALONG TRUNK HIGHWAY 27
 DO7055'FROM JUNCTION OF TRUNK HIGHWAY 27 AND TRUNK HIGHWAY 114 IN HOLMES
 DO7055'CITY, AT TRUNK HIGHWAY 27 MILEPOINT 67.5, 1347.5 FEET WEST OF EXTENDED
 DO7055'CART TRAIL, 89.0 FEET SOUTH OF TRUNK HIGHWAY 27, 59.3 FEET EAST
 DO7055'DRIVEWAY NUMBER 15878, 37.4 FEET WEST-NORTHWEST OF CABLE BOX NUMBER
 DO7055'K006 S1A, 1.0 FOOT NORTH OF WITNESS POST.
 DO7055
 DO7055                          STATION RECOVERY (2010)
 DO7055
 DO7055'RECOVERY NOTE BY MN DEPT OF TRANSP 2010 (MPP)
 DO7055'3.5 MI (5.6 KM) WEST OF HOLMES CITY, 6.15 MI (9.9 KM) WEST ALONG TRUNK
 DO7055'HIGHWAY 27  FROM THE JUNCTION OF TRUNK HIGHWAY 27 AND TRUNK HIGHWAY
 DO7055'114 EAST-NORTHEAST OF HOLMES CITY 2.6 MI (4.2 KM), AT TRUNK HIGHWAY 27
 DO7055'MILE POINT 67.5, 134.5 FT (41.0 M) WEST OF CART TRAIL SOUTHWEST
 DO7055'EXTENDED, 89.0 FT (27.1 M) SOUTH OF TRUNK HIGHWAY 27, 59.3 FT (18.1 M)
 DO7055'EAST OF DRIVEWAY NUMBER 15878, 37.4 FT (11.4 M) WEST-NORTHWEST OF
 DO7055'CABLE BOX NUMBER K006 S1A, 1.0 FT (0.3 M) NORTH OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 QP1871 ***********************************************************************
 QP1871  DESIGNATION -  2101 T
 QP1871  PID         -  QP1871
 QP1871  STATE/COUNTY-  MN/DOUGLAS
 QP1871  COUNTRY     -  US
 QP1871  USGS QUAD   -  FARWELL (2019)
 QP1871
 QP1871                         *CURRENT SURVEY CONTROL
 QP1871  ______________________________________________________________________
 QP1871* NAD 83(1986) POSITION- 45 49 50.40   (N) 095 37 26.82   (W)   HD_HELD1
 QP1871* NAVD 88 ORTHO HEIGHT -   426.569 (meters)     1399.50  (feet) ADJUSTED
 QP1871  ______________________________________________________________________
 QP1871  GEOID HEIGHT    -        -26.058 (meters)                     GEOID18
 QP1871  DYNAMIC HEIGHT  -        426.561 (meters)     1399.48  (feet) COMP
 QP1871  MODELED GRAVITY -    980,583.6   (mgal)                       NAVD 88
 QP1871
 QP1871  VERT ORDER      -  SECOND    CLASS I
 QP1871
 QP1871.The horizontal coordinates were determined by differentially corrected
 QP1871.hand held GPS observations or other comparable positioning techniques
 QP1871.and have an estimated accuracy of +/- 3 meters.
 QP1871
 QP1871.The orthometric height was determined by differential leveling and
 QP1871.adjusted by the NATIONAL GEODETIC SURVEY
 QP1871.in June 2014.
 QP1871
 QP1871.Significant digits in the geoid height do not necessarily reflect accuracy.
 QP1871.GEOID18 height accuracy estimate available here.
 QP1871
 QP1871.Click photographs - Photos may exist for this station.
 QP1871
 QP1871.The dynamic height is computed by dividing the NAVD 88
 QP1871.geopotential number by the normal gravity value computed on the
 QP1871.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QP1871.degrees latitude (g = 980.6199 gals.).
 QP1871
 QP1871.The modeled gravity was interpolated from observed gravity values.
 QP1871
 QP1871;                    North         East    Units  Estimated Accuracy
 QP1871;SPC MN C     -   193,251.7     693,241.7     MT  (+/- 3 meters HH1 GPS) 
 QP1871
 QP1871_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTL9619178582(NAD 83)
 QP1871
 QP1871                          SUPERSEDED SURVEY CONTROL
 QP1871
 QP1871  NAVD 88 (06/15/95)  426.566  (m)         1399.49   (f) SUPERSEDED  2 1
 QP1871
 QP1871.Superseded values are not recommended for survey control.
 QP1871
 QP1871.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QP1871.See file dsdata.pdf to determine how the superseded data were derived.
 QP1871
 QP1871_MARKER: DV = VERTICAL CONTROL DISK
 QP1871_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 QP1871_STAMPING: 2101 T 1983
 QP1871_MARK LOGO: MNDT
 QP1871_PROJECTION: FLUSH
 QP1871_MAGNETIC: I = MARKER IS A STEEL ROD
 QP1871_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QP1871_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 QP1871+SATELLITE: SATELLITE OBSERVATIONS - July 29, 2010
 QP1871
 QP1871  HISTORY     - Date     Condition        Report By
 QP1871  HISTORY     - 19830906 MONUMENTED       MNDT
 QP1871  HISTORY     - 20100729 GOOD             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.
 QP1871
 QP1871                          STATION RECOVERY (2010)
 QP1871
 QP1871'RECOVERY NOTE BY MN DEPT OF TRANSP 2010 (MPP)
 QP1871'4.0 MILES WEST OF HOLMES CITY, 6.8 MILES WEST ALONG TRUNK HIGHWAY 27
 QP1871'FROM JUNCTION OF TRUNK HIGHWAY 27 AND TRUNK HIGHWAY 114 IN HOLMES
 QP1871'CITY, AT TRUNK HIGHWAY 27 MILEPOINT 66.9, 158.0 FEET NORTH OF TRUNK
 QP1871'HIGHWAY 27, 78.0 FEET NORTH-NORTHWEST OF POWER POLE, 41.0 FEET WEST OF
 QP1871'DRIVEWAYS NUMBER 16745 AND NUMBER 16741, NORTH-NORTHWEST OF
 QP1871'RIGHT-OF-WAY POST, 2.5 FEET SOUTHWEST OF WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DO7054 ***********************************************************************
 DO7054  DESIGNATION -  2101 U RESET
 DO7054  PID         -  DO7054
 DO7054  STATE/COUNTY-  MN/DOUGLAS
 DO7054  COUNTRY     -  US
 DO7054  USGS QUAD   -  KENSINGTON (2019)
 DO7054
 DO7054                         *CURRENT SURVEY CONTROL
 DO7054  ______________________________________________________________________
 DO7054* NAD 83(1986) POSITION- 45 49 30.50   (N) 095 38 03.12   (W)   HD_HELD1
 DO7054* NAVD 88 ORTHO HEIGHT -   428.512 (meters)     1405.88  (feet) ADJUSTED
 DO7054  ______________________________________________________________________
 DO7054  GEOID HEIGHT    -        -26.054 (meters)                     GEOID18
 DO7054  DYNAMIC HEIGHT  -        428.504 (meters)     1405.85  (feet) COMP
 DO7054  MODELED GRAVITY -    980,583.8   (mgal)                       NAVD 88
 DO7054
 DO7054  VERT ORDER      -  SECOND    CLASS I
 DO7054
 DO7054.The horizontal coordinates were determined by differentially corrected
 DO7054.hand held GPS observations or other comparable positioning techniques
 DO7054.and have an estimated accuracy of +/- 3 meters.
 DO7054
 DO7054.The orthometric height was determined by differential leveling and
 DO7054.adjusted by the NATIONAL GEODETIC SURVEY
 DO7054.in June 2014.
 DO7054
 DO7054.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO7054.GEOID18 height accuracy estimate available here.
 DO7054
 DO7054.Click photographs - Photos may exist for this station.
 DO7054
 DO7054.The dynamic height is computed by dividing the NAVD 88
 DO7054.geopotential number by the normal gravity value computed on the
 DO7054.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO7054.degrees latitude (g = 980.6199 gals.).
 DO7054
 DO7054.The modeled gravity was interpolated from observed gravity values.
 DO7054
 DO7054;                    North         East    Units  Estimated Accuracy
 DO7054;SPC MN C     -   192,651.0     692,447.7     MT  (+/- 3 meters HH1 GPS) 
 DO7054
 DO7054_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTL9538877994(NAD 83)
 DO7054
 DO7054                          SUPERSEDED SURVEY CONTROL
 DO7054
 DO7054.No superseded survey control is available for this station.
 DO7054
 DO7054_MARKER: I = METAL ROD
 DO7054_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DO7054_STAMPING: 2101 U RESET 2009
 DO7054_MARK LOGO: MNDT
 DO7054_PROJECTION: RECESSED 20 CENTIMETERS
 DO7054_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DO7054_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DO7054_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DO7054+SATELLITE: SATELLITE OBSERVATIONS - July 29, 2011
 DO7054_ROD/PIPE-DEPTH: 6.1 meters
 DO7054
 DO7054  HISTORY     - Date     Condition        Report By
 DO7054  HISTORY     - 20090804 MONUMENTED       MNDT
 DO7054  HISTORY     - 20110729 GOOD             MNDT
 DO7054
 DO7054                          STATION DESCRIPTION
 DO7054
 DO7054'DESCRIBED BY MN DEPT OF TRANSP 2009
 DO7054'4.5 MILES NORTHEAST OF KENSINGTON, 7.95 MILES EAST ALONG TRUNK HIGHWAY
 DO7054'27 AND TRUNK HIGHWAY 55 IN HOFFMAN, AT TRUNK HIGHWAY 27 MILEPOINT
 DO7054'66.25, 255.0 FEET SOUTH OF TRUNK HIGHWAY 27, 95.8 FEET EAST-NORTHEAST
 DO7054'OF POWER POLE WITH 2 GUY WIRES, 80.6 FEET SOUTH OF POWER POLE, 69.1
 DO7054'FEET NORTH OF ANDES RM 2, 25.5 FEET EAST OF LILAC LANE, 4.1 FEET WEST
 DO7054'OF NORTH-SOUTH FENCE LINE, 4.1 FEET WEST OF WITNESS POST.
 DO7054
 DO7054                          STATION RECOVERY (2011)
 DO7054
 DO7054'RECOVERY NOTE BY MN DEPT OF TRANSP 2011 (MPP)
 DO7054'4.5 MI (7.2 KM) NORTHEAST OF KENSINGTON, 7.95 MI (12.8 KM) EAST ALONG
 DO7054'TRUNK HIGHWAY 27 AND TRUNK HIGHWAY 55 IN HOFFMAN, AT TRUNK HIGHWAY 27
 DO7054'MILE POINT 66.25, 255.0 FT (77.7 M) SOUTH OF TRUNK HIGHWAY 27, 95.8 FT
 DO7054'(29.2 M) EAST-NORTHEAST OF POWER POLE WITH TWO GUY WIRES, 80.6 FT
 DO7054'(24.6 M) SOUTH OF POWER POLE, 25.5 FT (7.8 M) EAST OF LILAC LANE, 4.1
 DO7054'FT (1.2 M) WEST OF A NORTH-SOUTH FENCE LINE, 69.1 FT (21.1 M) NORTH OF
 DO7054'ANDES REFERENCE MARK 2, 4.1 FT (1.2 M) WEST OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DO7053 ***********************************************************************
 DO7053  DESIGNATION -  2101 V RESET
 DO7053  PID         -  DO7053
 DO7053  STATE/COUNTY-  MN/DOUGLAS
 DO7053  COUNTRY     -  US
 DO7053  USGS QUAD   -  KENSINGTON (2019)
 DO7053
 DO7053                         *CURRENT SURVEY CONTROL
 DO7053  ______________________________________________________________________
 DO7053* NAD 83(2011) POSITION- 45 49 31.02908(N) 095 38 39.37075(W)   ADJUSTED
 DO7053* NAD 83(2011) ELLIP HT-   399.131 (meters)        (09/16/13)   ADJUSTED
 DO7053* NAD 83(2011) EPOCH   -  2010.00
 DO7053* NAVD 88 ORTHO HEIGHT -   425.185 (meters)     1394.96  (feet) ADJUSTED
 DO7053  ______________________________________________________________________
 DO7053  GEOID HEIGHT    -        -26.058 (meters)                     GEOID18
 DO7053  NAD 83(2011) X  -   -437,916.145 (meters)                     COMP
 DO7053  NAD 83(2011) Y  - -4,430,959.546 (meters)                     COMP
 DO7053  NAD 83(2011) Z  -  4,552,022.672 (meters)                     COMP
 DO7053  LAPLACE CORR    -          0.96  (seconds)                    DEFLEC18
 DO7053  DYNAMIC HEIGHT  -        425.178 (meters)     1394.94  (feet) COMP
 DO7053  MODELED GRAVITY -    980,584.2   (mgal)                       NAVD 88
 DO7053
 DO7053  VERT ORDER      -  SECOND    CLASS I
 DO7053
 DO7053  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DO7053  Standards:
 DO7053         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DO7053            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DO7053  -------------------------------------------------------------------
 DO7053  NETWORK    1.10   1.98           0.50   0.38   1.01      0.19896595
 DO7053  -------------------------------------------------------------------
 DO7053  Click here for local accuracies and other accuracy information.
 DO7053
 DO7053.The horizontal coordinates were established by GPS observations
 DO7053.and adjusted by the MN DEPT OF TRANSP in September 2013.
 DO7053
 DO7053.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DO7053.been affixed to the stable North American tectonic plate. See 
 DO7053.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DO7053
 DO7053.The horizontal coordinates are valid at the epoch date displayed above
 DO7053.which is a decimal equivalence of Year/Month/Day.
 DO7053
 DO7053.The orthometric height was determined by differential leveling and
 DO7053.adjusted by the NATIONAL GEODETIC SURVEY
 DO7053.in June 2014.
 DO7053
 DO7053.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO7053.GEOID18 height accuracy estimate available here.
 DO7053
 DO7053.Click photographs - Photos may exist for this station.
 DO7053
 DO7053.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DO7053
 DO7053.The Laplace correction was computed from DEFLEC18 derived deflections.
 DO7053
 DO7053.The ellipsoidal height was determined by GPS observations
 DO7053.and is referenced to NAD 83.
 DO7053
 DO7053.The dynamic height is computed by dividing the NAVD 88
 DO7053.geopotential number by the normal gravity value computed on the
 DO7053.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO7053.degrees latitude (g = 980.6199 gals.).
 DO7053
 DO7053.The modeled gravity was interpolated from observed gravity values.
 DO7053
 DO7053. The following values were computed from the NAD 83(2011) position.
 DO7053
 DO7053;                    North         East     Units Scale Factor Converg.
 DO7053;SPC MN C     -   192,681.092   691,665.625   MT  0.99996133   -1 00 31.0
 DO7053;SPC MN C     -   632,154.55  2,269,239.64   sFT  0.99996133   -1 00 31.0
 DO7053;UTM  15      - 5,078,036.358   294,606.605   MT  1.00011866   -1 53 49.8
 DO7053
 DO7053!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DO7053!SPC MN C     -   0.99993743  x   0.99996133  =   0.99989876
 DO7053!UTM  15      -   0.99993743  x   1.00011866  =   1.00005608
 DO7053
 DO7053_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTL9460678036(NAD 83)
 DO7053
 DO7053                          SUPERSEDED SURVEY CONTROL
 DO7053
 DO7053  NAVD 88             425.18   (m)         1394.9    (f) LEVELING    3  
 DO7053
 DO7053.Superseded values are not recommended for survey control.
 DO7053
 DO7053.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DO7053.See file dsdata.pdf to determine how the superseded data were derived.
 DO7053
 DO7053_MARKER: I = METAL ROD
 DO7053_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DO7053_STAMPING: 2101 V RESET 2009
 DO7053_MARK LOGO: MNDT
 DO7053_PROJECTION: RECESSED 51 CENTIMETERS
 DO7053_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DO7053_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DO7053_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DO7053+SATELLITE: SATELLITE OBSERVATIONS - June 14, 2021
 DO7053_ROD/PIPE-DEPTH: 6.1 meters
 DO7053
 DO7053  HISTORY     - Date     Condition        Report By
 DO7053  HISTORY     - 20090401 MONUMENTED       MNDT
 DO7053  HISTORY     - 20130618 GOOD             MNDT
 DO7053  HISTORY     - 20210614 GOOD             MNDT
 DO7053
 DO7053                          STATION DESCRIPTION
 DO7053
 DO7053'DESCRIBED BY MN DEPT OF TRANSP 2009
 DO7053'7.5 MILES EAST OF HOFFMAN, 7.4 MILES EAST ALONG TRUNK HIGHWAY 27 FROM
 DO7053'JUNCTION OF TRUNK HIGHWAY 27 AND TRUNK HIGHWAY 55 IN HOFFMAN, AT TRUNK
 DO7053'HIGHWAY 27 MILEPOINT 65.8, AT JUNCTION OF TRUNK 27 AND COUNTY ROAD 15,
 DO7053'160.5 FEET NORTH OF TRUNK HIGHWAY 27, 135.5 FEET NORTHEAST OF POWER
 DO7053'POLE WITH GUY WIRE, 82.0 FEET SOUTH OF FIELD ENTRANCE, 56.3 FEET EAST
 DO7053'OF COUNTY ROAD 15, 56.3 FEET EAST OF COUNTY ROAD 15, 51.4 FEET
 DO7053'NORTHWEST OF RIGHT-OF-WAY POST, 25.7 FEET NORTHWEST OF CABLE BOX
 DO7053'NUMBER K004E.
 DO7053
 DO7053                          STATION RECOVERY (2013)
 DO7053
 DO7053'RECOVERY NOTE BY MN DEPT OF TRANSP 2013 (JXJ)
 DO7053'7.5 MILES EAST OF HOFFMAN, 7.4 MILES EAST ALONG TRUNK HIGHWAY 27 FROM
 DO7053'JUNCTION OF TRUNK HIGHWAY 27 AND TRUNK HIGHWAY 55 IN HOFFMAN, AT TRUNK
 DO7053'HIGHWAY 27 MILEPOINT 65.8, AT JUNCTION OF TRUNK 27 AND COUNTY ROAD 15,
 DO7053'160.5 FEET NORTH OF TRUNK HIGHWAY 27, 135.5 FEET NORTHEAST OF POWER
 DO7053'POLE WITH GUY WIRE, 82.0 FEET SOUTH OF FIELD ENTRANCE, 56.3 FEET EAST
 DO7053'OF COUNTY ROAD 15, 51.4 FEET NORTHWEST OF RIGHT-OF-WAY POST, 25.7 FEET
 DO7053'NORTHWEST OF CABLE BOX.
 DO7053
 DO7053                          STATION RECOVERY (2021)
 DO7053
 DO7053'RECOVERY NOTE BY MN DEPT OF TRANSP 2021 (TJD)
 DO7053'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DO7052 ***********************************************************************
 DO7052  DESIGNATION -  2101 W RESET
 DO7052  PID         -  DO7052
 DO7052  STATE/COUNTY-  MN/DOUGLAS
 DO7052  COUNTRY     -  US
 DO7052  USGS QUAD   -  KENSINGTON (2019)
 DO7052
 DO7052                         *CURRENT SURVEY CONTROL
 DO7052  ______________________________________________________________________
 DO7052* NAD 83(2011) POSITION- 45 49 27.79488(N) 095 39 18.77199(W)   ADJUSTED
 DO7052* NAD 83(2011) ELLIP HT-   395.599 (meters)        (09/16/13)   ADJUSTED
 DO7052* NAD 83(2011) EPOCH   -  2010.00
 DO7052* NAVD 88 ORTHO HEIGHT -   421.661 (meters)     1383.40  (feet) ADJUSTED
 DO7052  ______________________________________________________________________
 DO7052  GEOID HEIGHT    -        -26.061 (meters)                     GEOID18
 DO7052  NAD 83(2011) X  -   -438,769.366 (meters)                     COMP
 DO7052  NAD 83(2011) Y  - -4,430,944.636 (meters)                     COMP
 DO7052  NAD 83(2011) Z  -  4,551,950.551 (meters)                     COMP
 DO7052  LAPLACE CORR    -          1.15  (seconds)                    DEFLEC18
 DO7052  DYNAMIC HEIGHT  -        421.654 (meters)     1383.38  (feet) COMP
 DO7052  MODELED GRAVITY -    980,584.7   (mgal)                       NAVD 88
 DO7052
 DO7052  VERT ORDER      -  SECOND    CLASS I
 DO7052
 DO7052  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DO7052  Standards:
 DO7052         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DO7052            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DO7052  -------------------------------------------------------------------
 DO7052  NETWORK    1.91   2.98           0.86   0.67   1.52      0.13968392
 DO7052  -------------------------------------------------------------------
 DO7052  Click here for local accuracies and other accuracy information.
 DO7052
 DO7052.The horizontal coordinates were established by GPS observations
 DO7052.and adjusted by the MN DEPT OF TRANSP in September 2013.
 DO7052
 DO7052.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DO7052.been affixed to the stable North American tectonic plate. See 
 DO7052.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DO7052
 DO7052.The horizontal coordinates are valid at the epoch date displayed above
 DO7052.which is a decimal equivalence of Year/Month/Day.
 DO7052
 DO7052.The orthometric height was determined by differential leveling and
 DO7052.adjusted by the NATIONAL GEODETIC SURVEY
 DO7052.in June 2014.
 DO7052
 DO7052.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO7052.GEOID18 height accuracy estimate available here.
 DO7052
 DO7052.Click photographs - Photos may exist for this station.
 DO7052
 DO7052.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DO7052
 DO7052.The Laplace correction was computed from DEFLEC18 derived deflections.
 DO7052
 DO7052.The ellipsoidal height was determined by GPS observations
 DO7052.and is referenced to NAD 83.
 DO7052
 DO7052.The dynamic height is computed by dividing the NAVD 88
 DO7052.geopotential number by the normal gravity value computed on the
 DO7052.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO7052.degrees latitude (g = 980.6199 gals.).
 DO7052
 DO7052.The modeled gravity was interpolated from observed gravity values.
 DO7052
 DO7052. The following values were computed from the NAD 83(2011) position.
 DO7052
 DO7052;                    North         East     Units Scale Factor Converg.
 DO7052;SPC MN C     -   192,596.286   690,813.536   MT  0.99996147   -1 00 59.5
 DO7052;SPC MN C     -   631,876.31  2,266,444.08   sFT  0.99996147   -1 00 59.5
 DO7052;UTM  15      - 5,077,964.764   293,753.167   MT  1.00012298   -1 54 18.0
 DO7052
 DO7052!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DO7052!SPC MN C     -   0.99993799  x   0.99996147  =   0.99989946
 DO7052!UTM  15      -   0.99993799  x   1.00012298  =   1.00006096
 DO7052
 DO7052_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTL9375377964(NAD 83)
 DO7052
 DO7052                          SUPERSEDED SURVEY CONTROL
 DO7052
 DO7052  NAVD 88             421.66   (m)         1383.4    (f) LEVELING    3  
 DO7052
 DO7052.Superseded values are not recommended for survey control.
 DO7052
 DO7052.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DO7052.See file dsdata.pdf to determine how the superseded data were derived.
 DO7052
 DO7052_MARKER: DD = SURVEY DISK
 DO7052_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DO7052_STAMPING: 2101 W RESET 2007
 DO7052_MARK LOGO: MNDT
 DO7052_PROJECTION: FLUSH
 DO7052_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DO7052_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DO7052_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DO7052+SATELLITE: SATELLITE OBSERVATIONS - June 14, 2021
 DO7052_ROD/PIPE-DEPTH: 6.1 meters
 DO7052
 DO7052  HISTORY     - Date     Condition        Report By
 DO7052  HISTORY     - 20071011 MONUMENTED       MNDT
 DO7052  HISTORY     - 20130618 GOOD             MNDT
 DO7052  HISTORY     - 20210614 GOOD             MNDT
 DO7052
 DO7052                          STATION DESCRIPTION
 DO7052
 DO7052'DESCRIBED BY MN DEPT OF TRANSP 2007 (MPP)
 DO7052'7.0 MILES EAST OF HOFFMAN, 6.95 MILES EAST ALONG TRUNK HIGHWAY 27 FROM
 DO7052'JUNCTION OF TRUNK HIGHWAY 27 AND TRUNK HIGHWAY 55 IN HOFFMAN, AT TRUNK
 DO7052'HIGHWAY 27 MILEPOINT 65.3, 141.0 FEET WEST-SOUTHWEST OF POWER POLE,
 DO7052'119.0 FEET SOUTH OF TRUNK HIGHWAY 27, 87.5 FEET WEST OF COUNTY ROAD
 DO7052'15, 63.3 FEET SOUTHEAST OF RIGHT-OF-WAY POST, 2.5 FEET EAST-NORTHEAST
 DO7052'OF WITNESS POST.
 DO7052
 DO7052                          STATION RECOVERY (2013)
 DO7052
 DO7052'RECOVERY NOTE BY MN DEPT OF TRANSP 2013 (WFS)
 DO7052'7.0 MILES EAST OF HOFFMAN, 6.95 MILES EAST ALONG TRUNK HIGHWAY 27 FROM
 DO7052'JUNCTION OF TRUNK HIGHWAY 27 AND TRUNK HIGHWAY 55 IN HOFFMAN, AT TRUNK
 DO7052'HIGHWAY 27 MILEPOINT 65.3, 141.0 FEET WEST-SOUTHWEST OF POWER POLE,
 DO7052'119.0 FEET SOUTH OF TRUNK HIGHWAY 27, 87.5 FEET WEST OF COUNTY ROAD
 DO7052'15, 63.3 FEET SOUTHEAST OF RIGHT-OF-WAY POST, 2.5 FEET EAST-NORTHEAST
 DO7052'OF WITNESS POST.
 DO7052
 DO7052                          STATION RECOVERY (2021)
 DO7052
 DO7052'RECOVERY NOTE BY MN DEPT OF TRANSP 2021 (TJD)
 DO7052'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 QP1877 ***********************************************************************
 QP1877  DESIGNATION -  2101 X
 QP1877  PID         -  QP1877
 QP1877  STATE/COUNTY-  MN/DOUGLAS
 QP1877  COUNTRY     -  US
 QP1877  USGS QUAD   -  KENSINGTON (2019)
 QP1877
 QP1877                         *CURRENT SURVEY CONTROL
 QP1877  ______________________________________________________________________
 QP1877* NAD 83(1986) POSITION- 45 49 32.79   (N) 095 40 14.27   (W)   HD_HELD1
 QP1877* NAVD 88 ORTHO HEIGHT -   421.711 (meters)     1383.56  (feet) ADJUSTED
 QP1877  ______________________________________________________________________
 QP1877  GEOID HEIGHT    -        -26.069 (meters)                     GEOID18
 QP1877  DYNAMIC HEIGHT  -        421.704 (meters)     1383.54  (feet) COMP
 QP1877  MODELED GRAVITY -    980,585.4   (mgal)                       NAVD 88
 QP1877
 QP1877  VERT ORDER      -  SECOND    CLASS I
 QP1877
 QP1877.The horizontal coordinates were determined by differentially corrected
 QP1877.hand held GPS observations or other comparable positioning techniques
 QP1877.and have an estimated accuracy of +/- 3 meters.
 QP1877
 QP1877.The orthometric height was determined by differential leveling and
 QP1877.adjusted by the NATIONAL GEODETIC SURVEY
 QP1877.in June 1995.
 QP1877
 QP1877.Significant digits in the geoid height do not necessarily reflect accuracy.
 QP1877.GEOID18 height accuracy estimate available here.
 QP1877
 QP1877.Click photographs - Photos may exist for this station.
 QP1877
 QP1877.The dynamic height is computed by dividing the NAVD 88
 QP1877.geopotential number by the normal gravity value computed on the
 QP1877.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QP1877.degrees latitude (g = 980.6199 gals.).
 QP1877
 QP1877.The modeled gravity was interpolated from observed gravity values.
 QP1877
 QP1877;                    North         East    Units  Estimated Accuracy
 QP1877;SPC MN C     -   192,771.8     689,618.6     MT  (+/- 3 meters HH1 GPS) 
 QP1877
 QP1877_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTL9256078158(NAD 83)
 QP1877
 QP1877                          SUPERSEDED SURVEY CONTROL
 QP1877
 QP1877.No superseded survey control is available for this station.
 QP1877
 QP1877_MARKER: DV = VERTICAL CONTROL DISK
 QP1877_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 QP1877_STAMPING: 2101 X 1983
 QP1877_MARK LOGO: MNDT
 QP1877_PROJECTION: PROJECTING 8 CENTIMETERS
 QP1877_MAGNETIC: I = MARKER IS A STEEL ROD
 QP1877_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QP1877_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 QP1877+SATELLITE: SATELLITE OBSERVATIONS - July 29, 2010
 QP1877
 QP1877  HISTORY     - Date     Condition        Report By
 QP1877  HISTORY     - 19830906 MONUMENTED       MNDT
 QP1877  HISTORY     - 20100729 GOOD             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.
 QP1877
 QP1877                          STATION RECOVERY (2010)
 QP1877
 QP1877'RECOVERY NOTE BY MN DEPT OF TRANSP 2010 (MPP)
 QP1877'6.2 MILES EAST OF HOFFMAN, 6.2 MILES EAST ALONG TRUNK HIGHWAY 27 FROM
 QP1877'JUNCTION OF TRUNK HIGHWAY 27 AND TRUNK HIGHWAY 55 IN HOFFMAN, AT TRUNK
 QP1877'HIGHWAY 27 MILEPOINT 64.5, 500.0 FEET NORTH OF TRUNK HIGHWAY 27, 40.0
 QP1877'FEET WEST OF WOLLEY LAKE ROAD, 27.0 FEET SOUTH OF FIELD ENTRANCE, 2.0
 QP1877'FEET SOUTH OF POWER POLE, 1.4 FEET SOUTH OF WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DO7050 ***********************************************************************
 DO7050  DESIGNATION -  2101 Y RESET
 DO7050  PID         -  DO7050
 DO7050  STATE/COUNTY-  MN/DOUGLAS
 DO7050  COUNTRY     -  US
 DO7050  USGS QUAD   -  KENSINGTON (2019)
 DO7050
 DO7050                         *CURRENT SURVEY CONTROL
 DO7050  ______________________________________________________________________
 DO7050* NAD 83(2011) POSITION- 45 49 30.13533(N) 095 40 50.60550(W)   ADJUSTED
 DO7050* NAD 83(2011) ELLIP HT-   392.963 (meters)        (09/16/13)   ADJUSTED
 DO7050* NAD 83(2011) EPOCH   -  2010.00
 DO7050* NAVD 88 ORTHO HEIGHT -   419.032 (meters)     1374.77  (feet) ADJUSTED
 DO7050  ______________________________________________________________________
 DO7050  GEOID HEIGHT    -        -26.073 (meters)                     GEOID18
 DO7050  NAD 83(2011) X  -   -440,736.761 (meters)                     COMP
 DO7050  NAD 83(2011) Y  - -4,430,695.445 (meters)                     COMP
 DO7050  NAD 83(2011) Z  -  4,551,999.018 (meters)                     COMP
 DO7050  LAPLACE CORR    -          1.47  (seconds)                    DEFLEC18
 DO7050  DYNAMIC HEIGHT  -        419.025 (meters)     1374.75  (feet) COMP
 DO7050  MODELED GRAVITY -    980,585.8   (mgal)                       NAVD 88
 DO7050
 DO7050  VERT ORDER      -  SECOND    CLASS I
 DO7050
 DO7050  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DO7050  Standards:
 DO7050         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DO7050            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DO7050  -------------------------------------------------------------------
 DO7050  NETWORK    1.12   1.53           0.48   0.43   0.78      0.06953003
 DO7050  -------------------------------------------------------------------
 DO7050  Click here for local accuracies and other accuracy information.
 DO7050
 DO7050.The horizontal coordinates were established by GPS observations
 DO7050.and adjusted by the MN DEPT OF TRANSP in September 2013.
 DO7050
 DO7050.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DO7050.been affixed to the stable North American tectonic plate. See 
 DO7050.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DO7050
 DO7050.The horizontal coordinates are valid at the epoch date displayed above
 DO7050.which is a decimal equivalence of Year/Month/Day.
 DO7050
 DO7050.The orthometric height was determined by differential leveling and
 DO7050.adjusted by the NATIONAL GEODETIC SURVEY
 DO7050.in June 2014.
 DO7050
 DO7050.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO7050.GEOID18 height accuracy estimate available here.
 DO7050
 DO7050.Click photographs - Photos may exist for this station.
 DO7050
 DO7050.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DO7050
 DO7050.The Laplace correction was computed from DEFLEC18 derived deflections.
 DO7050
 DO7050.The ellipsoidal height was determined by GPS observations
 DO7050.and is referenced to NAD 83.
 DO7050
 DO7050.The dynamic height is computed by dividing the NAVD 88
 DO7050.geopotential number by the normal gravity value computed on the
 DO7050.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO7050.degrees latitude (g = 980.6199 gals.).
 DO7050
 DO7050.The modeled gravity was interpolated from observed gravity values.
 DO7050
 DO7050. The following values were computed from the NAD 83(2011) position.
 DO7050
 DO7050;                    North         East     Units Scale Factor Converg.
 DO7050;SPC MN C     -   192,704.016   688,832.957   MT  0.99996137   -1 02 05.9
 DO7050;SPC MN C     -   632,229.76  2,259,946.13   sFT  0.99996137   -1 02 05.9
 DO7050;UTM  15      - 5,078,103.214   291,774.168   MT  1.00013307   -1 55 24.0
 DO7050
 DO7050!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DO7050!SPC MN C     -   0.99993840  x   0.99996137  =   0.99989977
 DO7050!UTM  15      -   0.99993840  x   1.00013307  =   1.00007146
 DO7050
 DO7050_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTL9177478103(NAD 83)
 DO7050
 DO7050                          SUPERSEDED SURVEY CONTROL
 DO7050
 DO7050  NAVD 88             419.03   (m)         1374.8    (f) LEVELING    3  
 DO7050
 DO7050.Superseded values are not recommended for survey control.
 DO7050
 DO7050.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DO7050.See file dsdata.pdf to determine how the superseded data were derived.
 DO7050
 DO7050_MARKER: DV = VERTICAL CONTROL DISK
 DO7050_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DO7050_STAMPING: 2101 Y RESET 1989
 DO7050_MARK LOGO: MNDT
 DO7050_PROJECTION: FLUSH
 DO7050_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DO7050_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DO7050_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DO7050+SATELLITE: SATELLITE OBSERVATIONS - June 18, 2013
 DO7050_ROD/PIPE-DEPTH: 6.1 meters
 DO7050
 DO7050  HISTORY     - Date     Condition        Report By
 DO7050  HISTORY     - 19890401 MONUMENTED       MNDT
 DO7050  HISTORY     - 20130618 GOOD             MNDT
 DO7050
 DO7050                          STATION DESCRIPTION
 DO7050
 DO7050'DESCRIBED BY MN DEPT OF TRANSP 1989 (MPP)
 DO7050'5.7 MILES EAST OF HOFFMAN, 5.7 MILES EAST ALONG TRUNK HIGHWAY 27 FROM
 DO7050'JUNCTION OF TRUNK HIGHWAY 27 AND TRUNK HIGHWAY 55 IN HOFFMAN, AT TRUNK
 DO7050'HIGHWAY 27 MILEPOINT 64.05, 72.8 FEET NORTH OF TRUNK HIGHWAY 27, 47.0
 DO7050'FEET EAST OF FIELD ENTRANCE, 1.9 FEET SOUTH OF WITNESS POST AND
 DO7050'RIGHT-OF-WAY POST.
 DO7050
 DO7050                          STATION RECOVERY (2013)
 DO7050
 DO7050'RECOVERY NOTE BY MN DEPT OF TRANSP 2013 (RXB)
 DO7050'5.7 MILES EAST OF HOFFMAN, 5.7 MILES EAST ALONG TRUNK HIGHWAY 27 FROM
 DO7050'JUNCTION OF TRUNK HIGHWAY 27 AND TRUNK HIGHWAY 55 IN HOFFMAN, AT TRUNK
 DO7050'HIGHWAY 27 MILEPOINT 64.05, 72.8 FEET NORTH OF TRUNK HIGHWAY 27, 47.0
 DO7050'FEET EAST OF FIELD ENTRANCE, 1.9 FEET SOUTH OF WITNESS POST AND
 DO7050'RIGHT-OF-WAY POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DQ2861 ***********************************************************************
 DQ2861  DESIGNATION -  2102 C RESET
 DQ2861  PID         -  DQ2861
 DQ2861  STATE/COUNTY-  MN/DOUGLAS
 DQ2861  COUNTRY     -  US
 DQ2861  USGS QUAD   -  LAKE MARY (2019)
 DQ2861
 DQ2861                         *CURRENT SURVEY CONTROL
 DQ2861  ______________________________________________________________________
 DQ2861* NAD 83(1986) POSITION- 45 47 45.94   (N) 095 23 17.18   (W)   HD_HELD1
 DQ2861* NAVD 88 ORTHO HEIGHT -   432.455 (meters)     1418.81  (feet) ADJUSTED
 DQ2861  ______________________________________________________________________
 DQ2861  GEOID HEIGHT    -        -26.046 (meters)                     GEOID18
 DQ2861  DYNAMIC HEIGHT  -        432.448 (meters)     1418.79  (feet) COMP
 DQ2861  MODELED GRAVITY -    980,586.4   (mgal)                       NAVD 88
 DQ2861
 DQ2861  VERT ORDER      -  SECOND    CLASS I
 DQ2861
 DQ2861.The horizontal coordinates were determined by differentially corrected
 DQ2861.hand held GPS observations or other comparable positioning techniques
 DQ2861.and have an estimated accuracy of +/- 3 meters.
 DQ2861
 DQ2861.The orthometric height was determined by differential leveling and
 DQ2861.adjusted by the NATIONAL GEODETIC SURVEY
 DQ2861.in February 2018.
 DQ2861
 DQ2861.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ2861.GEOID18 height accuracy estimate available here.
 DQ2861
 DQ2861.Click photographs - Photos may exist for this station.
 DQ2861
 DQ2861.The dynamic height is computed by dividing the NAVD 88
 DQ2861.geopotential number by the normal gravity value computed on the
 DQ2861.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ2861.degrees latitude (g = 980.6199 gals.).
 DQ2861
 DQ2861.The modeled gravity was interpolated from observed gravity values.
 DQ2861
 DQ2861;                    North         East    Units  Estimated Accuracy
 DQ2861;SPC MN C     -   189,118.8     711,521.4     MT  (+/- 3 meters HH1 GPS) 
 DQ2861
 DQ2861_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUL1440674166(NAD 83)
 DQ2861
 DQ2861                          SUPERSEDED SURVEY CONTROL
 DQ2861
 DQ2861.No superseded survey control is available for this station.
 DQ2861
 DQ2861_MARKER: DV = VERTICAL CONTROL DISK
 DQ2861_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 DQ2861_STAMPING: 2102 C RESET 1982
 DQ2861_MARK LOGO: MNHD
 DQ2861_PROJECTION: RECESSED 8 CENTIMETERS
 DQ2861_MAGNETIC: I = MARKER IS A STEEL ROD
 DQ2861_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ2861_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DQ2861+SATELLITE: SATELLITE OBSERVATIONS - September 29, 2015
 DQ2861
 DQ2861  HISTORY     - Date     Condition        Report By
 DQ2861  HISTORY     - 19820401 MONUMENTED       MNHD
 DQ2861  HISTORY     - 20150929 GOOD             MNDT
 DQ2861
 DQ2861                          STATION DESCRIPTION
 DQ2861
 DQ2861'DESCRIBED BY MN DEPT OF TRANSP 2015 (KMS)
 DQ2861'THE MARK IS LOCATED ABOUT 6.2 MI (10.0 KM) SOUTH OF ALEXANDRIA.
 DQ2861'
 DQ2861'TO REACH THE MARK GO 3.3 MI (5.3 KM) SOUTH ALONG TRUNK HIGHWAY 29 FROM
 DQ2861'THE JUNCTION OF TRUNK HIGHWAY 29 AND INTERSTATE HIGHWAY 94 IN
 DQ2861'ALEXANDRIA, AT TRUNK HIGHWAY 29 MILE POINT 73.70.
 DQ2861'
 DQ2861'THE MARK IS LOCATED 75.3 FT (23.0 M) WEST OF TRUNK HIGHWAY 29, 28.3 FT
 DQ2861'(8.6 M) NORTH OF ENTRANCE NUMBER 10400, 12.5 FT (3.8 M)
 DQ2861'NORTH-NORTHWEST OF POWER POLE WITH GUY WIRE, 1.7 FT (0.5 M) NORTH OF
 DQ2861'RIGHT-OF-WAY ACCESS WITNESS POST.  ROD DEPTH UNKNOWN.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 QP1839 ***********************************************************************
 QP1839  DESIGNATION -  2102 E
 QP1839  PID         -  QP1839
 QP1839  STATE/COUNTY-  MN/DOUGLAS
 QP1839  COUNTRY     -  US
 QP1839  USGS QUAD   -  LAKE MARY (2019)
 QP1839
 QP1839                         *CURRENT SURVEY CONTROL
 QP1839  ______________________________________________________________________
 QP1839* NAD 83(1986) POSITION- 45 51 36.67   (N) 095 23 07.77   (W)   HD_HELD1
 QP1839* NAVD 88 ORTHO HEIGHT -   431.385 (meters)     1415.30  (feet) ADJUSTED
 QP1839  ______________________________________________________________________
 QP1839  GEOID HEIGHT    -        -26.098 (meters)                     GEOID18
 QP1839  DYNAMIC HEIGHT  -        431.381 (meters)     1415.29  (feet) COMP
 QP1839  MODELED GRAVITY -    980,593.1   (mgal)                       NAVD 88
 QP1839
 QP1839  VERT ORDER      -  SECOND    CLASS I
 QP1839
 QP1839.The horizontal coordinates were determined by differentially corrected
 QP1839.hand held GPS observations or other comparable positioning techniques
 QP1839.and have an estimated accuracy of +/- 3 meters.
 QP1839
 QP1839.The orthometric height was determined by differential leveling and
 QP1839.adjusted by the NATIONAL GEODETIC SURVEY
 QP1839.in June 1995.
 QP1839
 QP1839.Significant digits in the geoid height do not necessarily reflect accuracy.
 QP1839.GEOID18 height accuracy estimate available here.
 QP1839
 QP1839.Click photographs - Photos may exist for this station.
 QP1839
 QP1839.The dynamic height is computed by dividing the NAVD 88
 QP1839.geopotential number by the normal gravity value computed on the
 QP1839.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QP1839.degrees latitude (g = 980.6199 gals.).
 QP1839
 QP1839.The modeled gravity was interpolated from observed gravity values.
 QP1839
 QP1839;                    North         East    Units  Estimated Accuracy
 QP1839;SPC MN C     -   196,238.5     711,826.7     MT  (+/- 3 meters HH1 GPS) 
 QP1839
 QP1839_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUL1482281280(NAD 83)
 QP1839
 QP1839                          SUPERSEDED SURVEY CONTROL
 QP1839
 QP1839.No superseded survey control is available for this station.
 QP1839
 QP1839_MARKER: DB = BENCH MARK DISK
 QP1839_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 QP1839_STAMPING: 2102 E 1969
 QP1839_MARK LOGO: MNHD
 QP1839_PROJECTION: RECESSED 3 CENTIMETERS
 QP1839_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 QP1839_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QP1839_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 QP1839+SATELLITE: SATELLITE OBSERVATIONS - March 01, 2016
 QP1839
 QP1839  HISTORY     - Date     Condition        Report By
 QP1839  HISTORY     - 19690401 MONUMENTED       MNHD
 QP1839  HISTORY     - 19960418 GOOD             MNDT
 QP1839  HISTORY     - 20100817 GOOD             MNDT
 QP1839  HISTORY     - 20150630 GOOD             MNDT
 QP1839  HISTORY     - 20160301 GOOD             MNDT
 QP1839
 QP1839                          STATION DESCRIPTION
 QP1839
 QP1839'DESCRIBED BY MN HIGHWAY DEPT 1969
 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.
 QP1839
 QP1839                          STATION RECOVERY (2010)
 QP1839
 QP1839'RECOVERY NOTE BY MN DEPT OF TRANSP 2010 (JJE)
 QP1839'2.0 MILES SOUTH OF ALEXANDRIA, NORTHERN JUNCTION OF TRUNK HIGHWAY 29
 QP1839'AND TRUNK HIGHWAY 27, AT TRUNK HIGHWAY 29 MILEPOINT 78.05, 99.2 FEET
 QP1839'EAST-SOUTHEAST OF NORTHBOUND TRUNK HIGHWAY 29, 89.6 FEET
 QP1839'WEST-NORTHWEST OF FIRE HYDRANT, 83.0 FEET EAST-NORTHEAST OF LIGHT
 QP1839'POLE, 2.0 FEET SOUTHWEST OF RIGHT-OF-WAY POST, 0.5 FOOT WEST OF
 QP1839'WITNESS POST.
 QP1839
 QP1839                          STATION RECOVERY (2015)
 QP1839
 QP1839'RECOVERY NOTE BY MN DEPT OF TRANSP 2015 (KMS)
 QP1839'IN ALEXANDRIA, 0.15 MI (0.2 KM) NORTH ALONG TRUNK HIGHWAY 29  FROM THE
 QP1839'JUNCTION OF TRUNK HIGHWAY 29 AND COUNTY ROAD 46 IN ALEXANDRIA, AT
 QP1839'TRUNK HIGHWAY 29 MILE POINT 78.05, 99.2 FT (30.2 M) EAST-SOUTHEAST OF
 QP1839'NORTHBOUND TRUNK HIGHWAY 29, 89.6 FT (27.3 M) WEST-NORTHWEST OF FIRE
 QP1839'HYDRANT, 83.0 FT (25.3 M) EAST-NORTHEAST OF LIGHT POLE, 2.0 FT (0.6 M)
 QP1839'SOUTHWEST OF RIGHT-OF-WAY POST, 0.5 FT (15 CM) WEST OF A WITNESS POST.
 QP1839
 QP1839                          STATION RECOVERY (2016)
 QP1839
 QP1839'RECOVERY NOTE BY MN DEPT OF TRANSP 2016 (TWM)
 QP1839'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 QP1838 ***********************************************************************
 QP1838  DESIGNATION -  2102 G
 QP1838  PID         -  QP1838
 QP1838  STATE/COUNTY-  MN/DOUGLAS
 QP1838  COUNTRY     -  US
 QP1838  USGS QUAD   -  LAKE MARY (2019)
 QP1838
 QP1838                         *CURRENT SURVEY CONTROL
 QP1838  ______________________________________________________________________
 QP1838* NAD 83(2011) POSITION- 45 51 02.70023(N) 095 23 18.77869(W)   ADJUSTED
 QP1838* NAD 83(2011) ELLIP HT-   404.477 (meters)        (09/16/13)   ADJUSTED
 QP1838* NAD 83(2011) EPOCH   -  2010.00
 QP1838* NAVD 88 ORTHO HEIGHT -   430.602 (meters)     1412.73  (feet) ADJUSTED
 QP1838  ______________________________________________________________________
 QP1838  GEOID HEIGHT    -        -26.087 (meters)                     GEOID18
 QP1838  NAD 83(2011) X  -   -417,945.450 (meters)                     COMP
 QP1838  NAD 83(2011) Y  - -4,430,852.068 (meters)                     COMP
 QP1838  NAD 83(2011) Z  -  4,553,998.471 (meters)                     COMP
 QP1838  LAPLACE CORR    -         -1.07  (seconds)                    DEFLEC18
 QP1838  DYNAMIC HEIGHT  -        430.598 (meters)     1412.72  (feet) COMP
 QP1838  MODELED GRAVITY -    980,592.2   (mgal)                       NAVD 88
 QP1838
 QP1838  VERT ORDER      -  SECOND    CLASS I
 QP1838
 QP1838  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 QP1838  Standards:
 QP1838         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 QP1838            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 QP1838  -------------------------------------------------------------------
 QP1838  NETWORK    1.20   2.23           0.54   0.42   1.14      0.17321990
 QP1838  -------------------------------------------------------------------
 QP1838  Click here for local accuracies and other accuracy information.
 QP1838
 QP1838.The horizontal coordinates were established by GPS observations
 QP1838.and adjusted by the MN DEPT OF TRANSP in September 2013.
 QP1838
 QP1838.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 QP1838.been affixed to the stable North American tectonic plate. See 
 QP1838.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 QP1838
 QP1838.The horizontal coordinates are valid at the epoch date displayed above
 QP1838.which is a decimal equivalence of Year/Month/Day.
 QP1838
 QP1838.The orthometric height was determined by differential leveling and
 QP1838.adjusted by the NATIONAL GEODETIC SURVEY
 QP1838.in February 2018.
 QP1838
 QP1838.Significant digits in the geoid height do not necessarily reflect accuracy.
 QP1838.GEOID18 height accuracy estimate available here.
 QP1838
 QP1838.Click photographs - Photos may exist for this station.
 QP1838
 QP1838.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 QP1838
 QP1838.The Laplace correction was computed from DEFLEC18 derived deflections.
 QP1838
 QP1838.The ellipsoidal height was determined by GPS observations
 QP1838.and is referenced to NAD 83.
 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. The following values were computed from the NAD 83(2011) position.
 QP1838
 QP1838;                    North         East     Units Scale Factor Converg.
 QP1838;SPC MN C     -   195,193.289   711,574.161   MT  0.99995750   -0 49 25.0
 QP1838;SPC MN C     -   640,396.65  2,334,556.23   sFT  0.99995750   -0 49 25.0
 QP1838;UTM  15      - 5,080,239.377   314,553.952   MT  1.00002280   -1 42 51.6
 QP1838
 QP1838!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QP1838!SPC MN C     -   0.99993659  x   0.99995750  =   0.99989410
 QP1838!UTM  15      -   0.99993659  x   1.00002280  =   0.99995939
 QP1838
 QP1838_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUL1455380239(NAD 83)
 QP1838
 QP1838                          SUPERSEDED SURVEY CONTROL
 QP1838
 QP1838  NAVD 88 (06/15/95)  430.598  (m)         1412.72   (f) SUPERSEDED  2 1
 QP1838
 QP1838.Superseded values are not recommended for survey control.
 QP1838
 QP1838.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QP1838.See file dsdata.pdf to determine how the superseded data were derived.
 QP1838
 QP1838_MARKER: DV = VERTICAL CONTROL DISK
 QP1838_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 QP1838_STAMPING: 2102 G 1983
 QP1838_MARK LOGO: MNDT
 QP1838_PROJECTION: FLUSH
 QP1838_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 QP1838_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QP1838_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QP1838+SATELLITE: SATELLITE OBSERVATIONS - March 01, 2016
 QP1838
 QP1838  HISTORY     - Date     Condition        Report By
 QP1838  HISTORY     - 19830906 MONUMENTED       MNDT
 QP1838  HISTORY     - 20100817 GOOD             MNDT
 QP1838  HISTORY     - 20130620 GOOD             MNDT
 QP1838  HISTORY     - 20150630 GOOD             MNDT
 QP1838  HISTORY     - 20160301 GOOD             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.
 QP1838
 QP1838                          STATION RECOVERY (2010)
 QP1838
 QP1838'RECOVERY NOTE BY MN DEPT OF TRANSP 2010 (JJE)
 QP1838'2.5 MILES SOUTH OF ALEXANDRIA, 0.45 MILE NORTH ALONG TRUNK HIGHWAY 29
 QP1838'FROM JUNCTION OF TRUNK HIGHWAY 29 AND INTERSTATE HIGHWAY 94, AT TRUNK
 QP1838'HIGHWAY 29 MILEPOINT 77.4, 98.5 FEET WEST OF SOUTHBOUND TRUNK HIGHWAY
 QP1838'29, 49.0 FEET NORTH OF DAKOTA STREET, 17.7 FEET NORTH OF CURB, 8.7
 QP1838'FEET EAST-SOUTHEAST OF POLE, 7.2 FEET WEST OF PEDESTAL, 1.6 FEET
 QP1838'EAST-NORTHEAST OF WITNESS POST.
 QP1838
 QP1838                          STATION RECOVERY (2013)
 QP1838
 QP1838'RECOVERY NOTE BY MN DEPT OF TRANSP 2013 (TXS)
 QP1838'2.5 MILES SOUTH OF ALEXANDRIA, 0.45 MILE NORTH ALONG TRUNK HIGHWAY 29
 QP1838'FROM JUNCTION OF TRUNK HIGHWAY 29 AND INTERSTATE HIGHWAY 94, AT TRUNK
 QP1838'HIGHWAY 29 MILEPOINT 77.4, 98.5 FEET WEST OF SOUTHBOUND TRUNK HIGHWAY
 QP1838'29, 49.0 FEET NORTH OF DAKOTA STREET, 17.7 FEET NORTH OF CURB, 8.7
 QP1838'FEET EAST-SOUTHEAST OF POLE, 7.2 FEET WEST OF PEDESTAL, 1.6 FEET
 QP1838'EAST-NORTHEAST OF WITNESS POST.
 QP1838
 QP1838                          STATION RECOVERY (2015)
 QP1838
 QP1838'RECOVERY NOTE BY MN DEPT OF TRANSP 2015 (KMS)
 QP1838'RECOVERED AS DESCRIBED.
 QP1838
 QP1838                          STATION RECOVERY (2016)
 QP1838
 QP1838'RECOVERY NOTE BY MN DEPT OF TRANSP 2016 (TWM)
 QP1838'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DP6446 ***********************************************************************
 DP6446  DESIGNATION -  2102 H
 DP6446  PID         -  DP6446
 DP6446  STATE/COUNTY-  MN/DOUGLAS
 DP6446  COUNTRY     -  US
 DP6446  USGS QUAD   -  LAKE MARY (2019)
 DP6446
 DP6446                         *CURRENT SURVEY CONTROL
 DP6446  ______________________________________________________________________
 DP6446* NAD 83(2011) POSITION- 45 45 39.05187(N) 095 22 57.51798(W)   ADJUSTED
 DP6446* NAD 83(2011) ELLIP HT-   401.657 (meters)        (02/26/15)   ADJUSTED
 DP6446* NAD 83(2011) EPOCH   -  2010.00
 DP6446* NAVD 88 ORTHO HEIGHT -   427.707 (meters)     1403.24  (feet) ADJUSTED
 DP6446  ______________________________________________________________________
 DP6446  GEOID HEIGHT    -        -26.043 (meters)                     GEOID18
 DP6446  NAD 83(2011) X  -   -418,160.664 (meters)                     COMP
 DP6446  NAD 83(2011) Y  - -4,438,026.403 (meters)                     COMP
 DP6446  NAD 83(2011) Z  -  4,547,030.367 (meters)                     COMP
 DP6446  LAPLACE CORR    -         -1.58  (seconds)                    DEFLEC18
 DP6446  DYNAMIC HEIGHT  -        427.699 (meters)     1403.21  (feet) COMP
 DP6446  MODELED GRAVITY -    980,582.6   (mgal)                       NAVD 88
 DP6446
 DP6446  VERT ORDER      -  SECOND    CLASS I
 DP6446
 DP6446  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DP6446  Standards:
 DP6446         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DP6446            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DP6446  -------------------------------------------------------------------
 DP6446  NETWORK    0.50   0.49           0.23   0.17   0.25      0.00876061
 DP6446  -------------------------------------------------------------------
 DP6446  Click here for local accuracies and other accuracy information.
 DP6446
 DP6446.The horizontal coordinates were established by GPS observations
 DP6446.and adjusted by the MN DEPT OF TRANSP in February 2015.
 DP6446
 DP6446.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DP6446.been affixed to the stable North American tectonic plate. See 
 DP6446.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DP6446
 DP6446.The horizontal coordinates are valid at the epoch date displayed above
 DP6446.which is a decimal equivalence of Year/Month/Day.
 DP6446
 DP6446.The orthometric height was determined by differential leveling and
 DP6446.adjusted by the NATIONAL GEODETIC SURVEY
 DP6446.in February 2018.
 DP6446
 DP6446.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP6446.GEOID18 height accuracy estimate available here.
 DP6446
 DP6446.Click photographs - Photos may exist for this station.
 DP6446
 DP6446.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DP6446
 DP6446.The Laplace correction was computed from DEFLEC18 derived deflections.
 DP6446
 DP6446.The ellipsoidal height was determined by GPS observations
 DP6446.and is referenced to NAD 83.
 DP6446
 DP6446.The dynamic height is computed by dividing the NAVD 88
 DP6446.geopotential number by the normal gravity value computed on the
 DP6446.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP6446.degrees latitude (g = 980.6199 gals.).
 DP6446
 DP6446.The modeled gravity was interpolated from observed gravity values.
 DP6446
 DP6446. The following values were computed from the NAD 83(2011) position.
 DP6446
 DP6446;                    North         East     Units Scale Factor Converg.
 DP6446;SPC MN C     -   185,195.669   711,889.918   MT  0.99997188   -0 49 09.6
 DP6446;SPC MN C     -   607,596.12  2,335,592.17   sFT  0.99997188   -0 49 09.6
 DP6446;UTM  15      - 5,070,237.480   314,714.488   MT  1.00002208   -1 42 27.0
 DP6446
 DP6446!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DP6446!SPC MN C     -   0.99993704  x   0.99997188  =   0.99990892
 DP6446!UTM  15      -   0.99993704  x   1.00002208  =   0.99995911
 DP6446
 DP6446:                Primary Azimuth Mark                     Grid Az
 DP6446:SPC MN C     -  2102 J                                   344 39 35.5
 DP6446:UTM  15      -  2102 J                                   345 32 52.9
 DP6446
 DP6446_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUL1471470237(NAD 83)
 DP6446
 DP6446|---------------------------------------------------------------------|
 DP6446| PID    Reference Object                     Distance      Geod. Az  |
 DP6446|                                                           dddmmss.s |
 DP6446| DP6447 2102 J                              APPROX. 0.6 KM 3435025.9 |
 DP6446|---------------------------------------------------------------------|
 DP6446
 DP6446                          SUPERSEDED SURVEY CONTROL
 DP6446
 DP6446  NAVD 88 (02/26/15)  427.7    (m)  GEOID12A model used  GPS OBS        
 DP6446
 DP6446.Superseded values are not recommended for survey control.
 DP6446
 DP6446.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DP6446.See file dsdata.pdf to determine how the superseded data were derived.
 DP6446
 DP6446_MARKER: I = METAL ROD
 DP6446_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DP6446_STAMPING: 2102 H 2009
 DP6446_MARK LOGO: MNDT
 DP6446_PROJECTION: RECESSED 3 CENTIMETERS
 DP6446_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DP6446_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DP6446_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP6446+SATELLITE: SATELLITE OBSERVATIONS - December 04, 2019
 DP6446_ROD/PIPE-DEPTH: 12.2 meters
 DP6446
 DP6446  HISTORY     - Date     Condition        Report By
 DP6446  HISTORY     - 20090811 MONUMENTED       MNDT
 DP6446  HISTORY     - 20110830 GOOD             MNDT
 DP6446  HISTORY     - 20150929 GOOD             MNDT
 DP6446  HISTORY     - 20191204 GOOD             MNDT
 DP6446
 DP6446                          STATION DESCRIPTION
 DP6446
 DP6446'DESCRIBED BY MN DEPT OF TRANSP 2011 (JXJ)
 DP6446'6 MILES SOUTH OF ALEXANDRIA, 5.8 MILES SOUTH ALONG TRUNK HIGHWAY 29
 DP6446'FROM JUNCTION OF TRUNK HIGHWAY 29 AND INTERSTATE HIGHWAY 94 IN
 DP6446'ALEXANDRIA, AT TRUNK HIGHWAY TRUNK HIGHWAY 29 MILE POINT 71.15, 114.5
 DP6446'FEET EAST OF TRUNK HIGHWAY 29, 67.1 FEET SOUTH OF SOUTH MAPLE LAKE
 DP6446'ROAD, 14.6 FEET EAST OF POWER POLE WITH GUY WIRE, 1.9 FEET NORTH OF
 DP6446'WITNESS POST.
 DP6446
 DP6446                          STATION RECOVERY (2015)
 DP6446
 DP6446'RECOVERY NOTE BY MN DEPT OF TRANSP 2015 (KMS)
 DP6446'RECOVERED AS DESCRIBED.
 DP6446'
 DP6446'NOTE-THE STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM ROD
 DP6446'DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION REMOVABLE DISK
 DP6446'SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH PVC
 DP6446'PIPE BACK FILLED WITH WASHED SAND.
 DP6446
 DP6446                          STATION RECOVERY (2019)
 DP6446
 DP6446'RECOVERY NOTE BY MN DEPT OF TRANSP 2019 (KMS)
 DP6446'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DP6447 ***********************************************************************
 DP6447  DESIGNATION -  2102 J
 DP6447  PID         -  DP6447
 DP6447  STATE/COUNTY-  MN/DOUGLAS
 DP6447  COUNTRY     -  US
 DP6447  USGS QUAD   -  LAKE MARY (2019)
 DP6447
 DP6447                         *CURRENT SURVEY CONTROL
 DP6447  ______________________________________________________________________
 DP6447* NAD 83(2011) POSITION- 45 45 58.95651(N) 095 23 05.75889(W)   ADJUSTED
 DP6447* NAD 83(2011) ELLIP HT-   397.082 (meters)        (09/08/25)   ADJUSTED
 DP6447* NAD 83(2011) EPOCH   -  2010.00
 DP6447* NAVD 88 ORTHO HEIGHT -   423.119 (meters)     1388.18  (feet) ADJUSTED
 DP6447  ______________________________________________________________________
 DP6447  GEOID HEIGHT    -        -26.041 (meters)                     GEOID18
 DP6447  NAD 83(2011) X  -   -418,296.354 (meters)                     COMP
 DP6447  NAD 83(2011) Y  - -4,437,568.135 (meters)                     COMP
 DP6447  NAD 83(2011) Z  -  4,547,455.830 (meters)                     COMP
 DP6447  LAPLACE CORR    -         -1.67  (seconds)                    DEFLEC18
 DP6447  DYNAMIC HEIGHT  -        423.111 (meters)     1388.16  (feet) COMP
 DP6447  MODELED GRAVITY -    980,583.2   (mgal)                       NAVD 88
 DP6447
 DP6447  VERT ORDER      -  SECOND    CLASS I
 DP6447
 DP6447  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DP6447  Standards:
 DP6447         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DP6447            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DP6447  -------------------------------------------------------------------
 DP6447  NETWORK    0.63   0.90           0.29   0.21   0.46     -0.04673562
 DP6447  -------------------------------------------------------------------
 DP6447  Click here for local accuracies and other accuracy information.
 DP6447
 DP6447.The horizontal coordinates were established by GPS observations
 DP6447.and adjusted by the MN DEPT OF TRANSP in September 2025.
 DP6447
 DP6447.Refers to NAD 83 (2011) epoch 2010.00 coordinates where the reference 
 DP6447.frame has been affixed to the stable North American tectonic plate 
 DP6447
 DP6447.The horizontal coordinates are valid at the epoch date displayed above
 DP6447.which is a decimal equivalence of Year/Month/Day.
 DP6447
 DP6447.The orthometric height was determined by differential leveling and
 DP6447.adjusted by the NATIONAL GEODETIC SURVEY
 DP6447.in February 2018.
 DP6447
 DP6447.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP6447.GEOID18 height accuracy estimate available here.
 DP6447
 DP6447.Click photographs - Photos may exist for this station.
 DP6447
 DP6447.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DP6447
 DP6447.The Laplace correction was computed from DEFLEC18 derived deflections.
 DP6447
 DP6447.The ellipsoidal height was determined by GPS observations
 DP6447.and is referenced to NAD 83.
 DP6447
 DP6447.The dynamic height is computed by dividing the NAVD 88
 DP6447.geopotential number by the normal gravity value computed on the
 DP6447.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP6447.degrees latitude (g = 980.6199 gals.).
 DP6447
 DP6447.The modeled gravity was interpolated from observed gravity values.
 DP6447
 DP6447. The following values were computed from the NAD 83(2011) position.
 DP6447
 DP6447;                    North         East     Units Scale Factor Converg.
 DP6447;SPC MN C     -   185,812.675   711,720.660   MT  0.99997092   -0 49 15.6
 DP6447;SPC MN C     -   609,620.42  2,335,036.87   sFT  0.99997092   -0 49 15.6
 DP6447;UTM  15      - 5,070,857.067   314,554.806   MT  1.00002281   -1 42 33.5
 DP6447
 DP6447!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DP6447!SPC MN C     -   0.99993775  x   0.99997092  =   0.99990867
 DP6447!UTM  15      -   0.99993775  x   1.00002281  =   0.99996056
 DP6447
 DP6447:                Primary Azimuth Mark                     Grid Az
 DP6447:SPC MN C     -  2102 H                                   164 39 35.5
 DP6447:UTM  15      -  2102 H                                   165 32 53.4
 DP6447
 DP6447_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUL1455470857(NAD 83)
 DP6447
 DP6447|---------------------------------------------------------------------|
 DP6447| PID    Reference Object                     Distance      Geod. Az  |
 DP6447|                                                           dddmmss.s |
 DP6447| DP6446 2102 H                              APPROX. 0.6 KM 1635019.9 |
 DP6447|---------------------------------------------------------------------|
 DP6447
 DP6447                          SUPERSEDED SURVEY CONTROL
 DP6447
 DP6447  NAD 83(2011)-  45 45 58.95678(N)    095 23 05.75808(W) AD(2010.00) 0
 DP6447  ELLIP H (02/26/15)  397.074  (m)                       GP(2010.00)    
 DP6447  NAVD 88 (02/26/15)  423.1    (m)  GEOID12A model used  GPS OBS        
 DP6447
 DP6447.Superseded values are not recommended for survey control.
 DP6447
 DP6447.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DP6447.See file dsdata.pdf to determine how the superseded data were derived.
 DP6447
 DP6447_MARKER: I = METAL ROD
 DP6447_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DP6447_STAMPING: 2102 J 2009
 DP6447_MARK LOGO: MNDT
 DP6447_PROJECTION: FLUSH
 DP6447_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DP6447_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DP6447_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP6447+SATELLITE: SATELLITE OBSERVATIONS - May 29, 2025
 DP6447_ROD/PIPE-DEPTH: 15.2 meters
 DP6447
 DP6447  HISTORY     - Date     Condition        Report By
 DP6447  HISTORY     - 20090811 MONUMENTED       MNDT
 DP6447  HISTORY     - 20110830 GOOD             MNDT
 DP6447  HISTORY     - 20150929 GOOD             MNDT
 DP6447  HISTORY     - 20250529 GOOD             MNDT
 DP6447
 DP6447                          STATION DESCRIPTION
 DP6447
 DP6447'DESCRIBED BY MN DEPT OF TRANSP 2011 (TXM)
 DP6447'7.6 MILES SOUTH OF ALEXANDRIA, 5.4 MILES SOUTH ALONG TRUNK HIGHWAY 29
 DP6447'FROM JUNCTION OF TRUNK HIGHWAY 29 AND INTERSTATE HIGHWAY 94 IN
 DP6447'ALEXANDRIA, AT TRUNK HIGHWAY TRUNK HIGHWAY 29 MILE POINT 71.55, 81.8
 DP6447'FEET WEST OF TRUNK HIGHWAY 29, 47.0 FEET SOUTH OF COUNTY ROAD 88, 21.0
 DP6447'FEET NORTH OF POWER POLE WITH 2 GUY WIRES, 8.8 FEET EAST OF CABLE BOX,
 DP6447'1.5 FEET EAST OF WITNESS POST.
 DP6447
 DP6447                          STATION RECOVERY (2015)
 DP6447
 DP6447'RECOVERY NOTE BY MN DEPT OF TRANSP 2015 (KMS)
 DP6447'RECOVERED AS DESCRIBED.
 DP6447
 DP6447                          STATION RECOVERY (2025)
 DP6447
 DP6447'RECOVERY NOTE BY MN DEPT OF TRANSP 2025 (KMS)
 DP6447'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DP6448 ***********************************************************************
 DP6448  DESIGNATION -  2102 K
 DP6448  PID         -  DP6448
 DP6448  STATE/COUNTY-  MN/DOUGLAS
 DP6448  COUNTRY     -  US
 DP6448  USGS QUAD   -  LAKE MARY (2019)
 DP6448
 DP6448                         *CURRENT SURVEY CONTROL
 DP6448  ______________________________________________________________________
 DP6448* NAD 83(2011) POSITION- 45 48 33.91634(N) 095 23 17.11050(W)   ADJUSTED
 DP6448* NAD 83(2011) ELLIP HT-   408.245 (meters)        (09/08/25)   ADJUSTED
 DP6448* NAD 83(2011) EPOCH   -  2010.00
 DP6448* NAVD 88 ORTHO HEIGHT -   434.297 (meters)     1424.86  (feet) ADJUSTED
 DP6448  ______________________________________________________________________
 DP6448  GEOID HEIGHT    -        -26.053 (meters)                     GEOID18
 DP6448  NAD 83(2011) X  -   -418,219.277 (meters)                     COMP
 DP6448  NAD 83(2011) Y  - -4,434,138.609 (meters)                     COMP
 DP6448  NAD 83(2011) Z  -  4,550,800.188 (meters)                     COMP
 DP6448  LAPLACE CORR    -         -1.45  (seconds)                    DEFLEC18
 DP6448  DYNAMIC HEIGHT  -        434.291 (meters)     1424.84  (feet) COMP
 DP6448  MODELED GRAVITY -    980,587.9   (mgal)                       NAVD 88
 DP6448
 DP6448  VERT ORDER      -  SECOND    CLASS I
 DP6448
 DP6448  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DP6448  Standards:
 DP6448         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DP6448            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DP6448  -------------------------------------------------------------------
 DP6448  NETWORK    0.67   0.94           0.30   0.24   0.48      0.00286651
 DP6448  -------------------------------------------------------------------
 DP6448  Click here for local accuracies and other accuracy information.
 DP6448
 DP6448.The horizontal coordinates were established by GPS observations
 DP6448.and adjusted by the MN DEPT OF TRANSP in September 2025.
 DP6448
 DP6448.Refers to NAD 83 (2011) epoch 2010.00 coordinates where the reference 
 DP6448.frame has been affixed to the stable North American tectonic plate 
 DP6448
 DP6448.The horizontal coordinates are valid at the epoch date displayed above
 DP6448.which is a decimal equivalence of Year/Month/Day.
 DP6448
 DP6448.The orthometric height was determined by differential leveling and
 DP6448.adjusted by the NATIONAL GEODETIC SURVEY
 DP6448.in February 2018.
 DP6448
 DP6448.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP6448.GEOID18 height accuracy estimate available here.
 DP6448
 DP6448.Click photographs - Photos may exist for this station.
 DP6448
 DP6448.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DP6448
 DP6448.The Laplace correction was computed from DEFLEC18 derived deflections.
 DP6448
 DP6448.The ellipsoidal height was determined by GPS observations
 DP6448.and is referenced to NAD 83.
 DP6448
 DP6448.The dynamic height is computed by dividing the NAVD 88
 DP6448.geopotential number by the normal gravity value computed on the
 DP6448.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP6448.degrees latitude (g = 980.6199 gals.).
 DP6448
 DP6448.The modeled gravity was interpolated from observed gravity values.
 DP6448
 DP6448. The following values were computed from the NAD 83(2011) position.
 DP6448
 DP6448;                    North         East     Units Scale Factor Converg.
 DP6448;SPC MN C     -   190,599.807   711,544.147   MT  0.99996381   -0 49 23.8
 DP6448;SPC MN C     -   625,326.20  2,334,457.76   sFT  0.99996381   -0 49 23.8
 DP6448;UTM  15      - 5,075,646.629   314,452.576   MT  1.00002327   -1 42 46.1
 DP6448
 DP6448!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DP6448!SPC MN C     -   0.99993600  x   0.99996381  =   0.99989982
 DP6448!UTM  15      -   0.99993600  x   1.00002327  =   0.99995927
 DP6448
 DP6448:                Primary Azimuth Mark                     Grid Az
 DP6448:SPC MN C     -  2102 L                                   002 20 00.7
 DP6448:UTM  15      -  2102 L                                   003 13 23.0
 DP6448
 DP6448_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUL1445275646(NAD 83)
 DP6448
 DP6448|---------------------------------------------------------------------|
 DP6448| PID    Reference Object                     Distance      Geod. Az  |
 DP6448|                                                           dddmmss.s |
 DP6448| DP6449 2102 L                              APPROX. 1.7 KM 0013036.9 |
 DP6448|---------------------------------------------------------------------|
 DP6448
 DP6448                          SUPERSEDED SURVEY CONTROL
 DP6448
 DP6448  NAD 83(2011)-  45 48 33.91689(N)    095 23 17.10968(W) AD(2010.00) 0
 DP6448  ELLIP H (02/26/15)  408.236  (m)                       GP(2010.00)    
 DP6448  NAVD 88 (02/26/15)  434.3    (m)  GEOID12A model used  GPS OBS        
 DP6448
 DP6448.Superseded values are not recommended for survey control.
 DP6448
 DP6448.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DP6448.See file dsdata.pdf to determine how the superseded data were derived.
 DP6448
 DP6448_MARKER: I = METAL ROD
 DP6448_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DP6448_STAMPING: 2102 K 2009
 DP6448_MARK LOGO: MNDT
 DP6448_PROJECTION: FLUSH
 DP6448_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DP6448_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DP6448_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP6448+SATELLITE: SATELLITE OBSERVATIONS - May 29, 2025
 DP6448_ROD/PIPE-DEPTH: 9.1 meters
 DP6448
 DP6448  HISTORY     - Date     Condition        Report By
 DP6448  HISTORY     - 20090811 MONUMENTED       MNDT
 DP6448  HISTORY     - 20111011 GOOD             MNDT
 DP6448  HISTORY     - 20150929 GOOD             MNDT
 DP6448  HISTORY     - 20210615 GOOD             MNDT
 DP6448  HISTORY     - 20250529 GOOD             MNDT
 DP6448
 DP6448                          STATION DESCRIPTION
 DP6448
 DP6448'DESCRIBED BY MN DEPT OF TRANSP 2011 (MPP)
 DP6448'4.75 MILES SOUTH OF ALEXANDRIA, 2.4 MILES SOUTH ALONG TRUNK HIGHWAY 29
 DP6448'FROM JUNCTION OF TRUNK HIGHWAY 29 AND INTERSTATE HIGHWAY 94 IN
 DP6448'ALEXANDRIA, AT TRUNK HIGHWAY TRUNK HIGHWAY 29 MILE POINT 71.55, 74.1
 DP6448'FEET WEST OF TRUNK HIGHWAY 29, 27.8 FEET SOUTH OF HIEBEL ROAD, 6.4
 DP6448'FEET NORTH OF RIGHT-OF-WAY POST, 5.9 FEET NORTH CABLE BOX NUMBER 5200
 DP6448'13 5201, 1.4 FEET NORTH OF WITNESS.
 DP6448
 DP6448                          STATION RECOVERY (2015)
 DP6448
 DP6448'RECOVERY NOTE BY MN DEPT OF TRANSP 2015 (KMS)
 DP6448'RECOVERED AS DESCRIBED.
 DP6448'
 DP6448'NOTE-THE STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM ROD
 DP6448'DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION REMOVABLE DISK
 DP6448'SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH PVC
 DP6448'PIPE BACK FILLED WITH WASHED SAND.
 DP6448
 DP6448                          STATION RECOVERY (2021)
 DP6448
 DP6448'RECOVERY NOTE BY MN DEPT OF TRANSP 2021 (TJD)
 DP6448'RECOVERED IN GOOD CONDITION.
 DP6448
 DP6448                          STATION RECOVERY (2025)
 DP6448
 DP6448'RECOVERY NOTE BY MN DEPT OF TRANSP 2025 (KMS)
 DP6448'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DP6449 ***********************************************************************
 DP6449  DESIGNATION -  2102 L
 DP6449  PID         -  DP6449
 DP6449  STATE/COUNTY-  MN/DOUGLAS
 DP6449  COUNTRY     -  US
 DP6449  USGS QUAD   -  LAKE MARY (2019)
 DP6449
 DP6449                         *CURRENT SURVEY CONTROL
 DP6449  ______________________________________________________________________
 DP6449* NAD 83(2011) POSITION- 45 49 27.88326(N) 095 23 15.07537(W)   ADJUSTED
 DP6449* NAD 83(2011) ELLIP HT-   406.853 (meters)        (02/26/15)   ADJUSTED
 DP6449* NAD 83(2011) EPOCH   -  2010.00
 DP6449* NAVD 88 ORTHO HEIGHT -   432.924 (meters)     1420.35  (feet) ADJUSTED
 DP6449  ______________________________________________________________________
 DP6449  GEOID HEIGHT    -        -26.064 (meters)                     GEOID18
 DP6449  NAD 83(2011) X  -   -418,063.242 (meters)                     COMP
 DP6449  NAD 83(2011) Y  - -4,432,952.116 (meters)                     COMP
 DP6449  NAD 83(2011) Z  -  4,551,960.524 (meters)                     COMP
 DP6449  LAPLACE CORR    -         -1.23  (seconds)                    DEFLEC18
 DP6449  DYNAMIC HEIGHT  -        432.918 (meters)     1420.33  (feet) COMP
 DP6449  MODELED GRAVITY -    980,589.5   (mgal)                       NAVD 88
 DP6449
 DP6449  VERT ORDER      -  SECOND    CLASS I
 DP6449
 DP6449  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DP6449  Standards:
 DP6449         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DP6449            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DP6449  -------------------------------------------------------------------
 DP6449  NETWORK    0.51   0.59           0.23   0.18   0.30     -0.01473434
 DP6449  -------------------------------------------------------------------
 DP6449  Click here for local accuracies and other accuracy information.
 DP6449
 DP6449.The horizontal coordinates were established by GPS observations
 DP6449.and adjusted by the MN DEPT OF TRANSP in February 2015.
 DP6449
 DP6449.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DP6449.been affixed to the stable North American tectonic plate. See 
 DP6449.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DP6449
 DP6449.The horizontal coordinates are valid at the epoch date displayed above
 DP6449.which is a decimal equivalence of Year/Month/Day.
 DP6449
 DP6449.The orthometric height was determined by differential leveling and
 DP6449.adjusted by the NATIONAL GEODETIC SURVEY
 DP6449.in February 2018.
 DP6449
 DP6449.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP6449.GEOID18 height accuracy estimate available here.
 DP6449
 DP6449.Click photographs - Photos may exist for this station.
 DP6449
 DP6449.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DP6449
 DP6449.The Laplace correction was computed from DEFLEC18 derived deflections.
 DP6449
 DP6449.The ellipsoidal height was determined by GPS observations
 DP6449.and is referenced to NAD 83.
 DP6449
 DP6449.The dynamic height is computed by dividing the NAVD 88
 DP6449.geopotential number by the normal gravity value computed on the
 DP6449.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP6449.degrees latitude (g = 980.6199 gals.).
 DP6449
 DP6449.The modeled gravity was interpolated from observed gravity values.
 DP6449
 DP6449. The following values were computed from the NAD 83(2011) position.
 DP6449
 DP6449;                    North         East     Units Scale Factor Converg.
 DP6449;SPC MN C     -   192,265.136   711,612.010   MT  0.99996146   -0 49 22.3
 DP6449;SPC MN C     -   630,789.87  2,334,680.40   sFT  0.99996146   -0 49 22.3
 DP6449;UTM  15      - 5,077,310.804   314,546.296   MT  1.00002284   -1 42 46.2
 DP6449
 DP6449!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DP6449!SPC MN C     -   0.99993622  x   0.99996146  =   0.99989768
 DP6449!UTM  15      -   0.99993622  x   1.00002284  =   0.99995906
 DP6449
 DP6449:                Primary Azimuth Mark                     Grid Az
 DP6449:SPC MN C     -  2102 K                                   182 20 00.7
 DP6449:UTM  15      -  2102 K                                   183 13 24.6
 DP6449
 DP6449_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUL1454677310(NAD 83)
 DP6449
 DP6449|---------------------------------------------------------------------|
 DP6449| PID    Reference Object                     Distance      Geod. Az  |
 DP6449|                                                           dddmmss.s |
 DP6449| DP6448 2102 K                              APPROX. 1.7 KM 1813038.4 |
 DP6449|---------------------------------------------------------------------|
 DP6449
 DP6449                          SUPERSEDED SURVEY CONTROL
 DP6449
 DP6449  NAVD 88 (02/26/15)  432.9    (m)  GEOID12A model used  GPS OBS        
 DP6449
 DP6449.Superseded values are not recommended for survey control.
 DP6449
 DP6449.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DP6449.See file dsdata.pdf to determine how the superseded data were derived.
 DP6449
 DP6449_MARKER: I = METAL ROD
 DP6449_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DP6449_STAMPING: 2102 L 2009
 DP6449_MARK LOGO: MNDT
 DP6449_PROJECTION: RECESSED 3 CENTIMETERS
 DP6449_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DP6449_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DP6449_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP6449+SATELLITE: SATELLITE OBSERVATIONS - May 29, 2025
 DP6449_ROD/PIPE-DEPTH: 10.7 meters
 DP6449
 DP6449  HISTORY     - Date     Condition        Report By
 DP6449  HISTORY     - 20090811 MONUMENTED       MNDT
 DP6449  HISTORY     - 20111011 GOOD             MNDT
 DP6449  HISTORY     - 20150804 GOOD             MNDT
 DP6449  HISTORY     - 20150929 GOOD             MNDT
 DP6449  HISTORY     - 20210615 GOOD             MNDT
 DP6449  HISTORY     - 20250529 GOOD             MNDT
 DP6449
 DP6449                          STATION DESCRIPTION
 DP6449
 DP6449'DESCRIBED BY MN DEPT OF TRANSP 2011 (TXB)
 DP6449'2.0 MILES SOUTH OF ALEXANDRIA, 1.35 MILES SOUTH ALONG TRUNK HIGHWAY 29
 DP6449'FROM JUNCTION OF TRUNK HIGHWAY 29 AND INTERSTATE HIGHWAY 94 IN
 DP6449'ALEXANDRIA, AT TRUNK HIGHWAY TRUNK HIGHWAY 29 MILE POINT 71.60, 72.2
 DP6449'FEET EAST OF TRUNK HIGHWAY 29, 53.4 FEET SOUTH OF DRIVEWAY NUMBER
 DP6449'7501, 2.0 FEET WEST OF RIGHT-OF-WAY POST, 2.0 FEET WEST OF WITNESS
 DP6449'POST.
 DP6449
 DP6449                          STATION RECOVERY (2015)
 DP6449
 DP6449'RECOVERY NOTE BY MN DEPT OF TRANSP 2015 (BAB)
 DP6449'RECOVERED AS DESCRIBED.
 DP6449'
 DP6449'NOTE - THE STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM
 DP6449'ROD DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION REMOVABLE
 DP6449'DISK SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH
 DP6449'PVC PIPE BACK FILLED WITH WASHED SAND.
 DP6449
 DP6449                          STATION RECOVERY (2015)
 DP6449
 DP6449'RECOVERY NOTE BY MN DEPT OF TRANSP 2015 (KMS)
 DP6449'RECOVERED AS DESCRIBED.
 DP6449'
 DP6449'NOTE-THE STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM ROD
 DP6449'DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION REMOVABLE DISK
 DP6449'SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH PVC
 DP6449'PIPE BACK FILLED WITH WASHED SAND.
 DP6449
 DP6449                          STATION RECOVERY (2021)
 DP6449
 DP6449'RECOVERY NOTE BY MN DEPT OF TRANSP 2021 (TJD)
 DP6449'RECOVERED IN GOOD CONDITION.
 DP6449
 DP6449                          STATION RECOVERY (2025)
 DP6449
 DP6449'RECOVERY NOTE BY MN DEPT OF TRANSP 2025 (KMS)
 DP6449'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DP6450 ***********************************************************************
 DP6450  DESIGNATION -  2102 M
 DP6450  PID         -  DP6450
 DP6450  STATE/COUNTY-  MN/DOUGLAS
 DP6450  COUNTRY     -  US
 DP6450  USGS QUAD   -  LAKE MARY (2019)
 DP6450
 DP6450                         *CURRENT SURVEY CONTROL
 DP6450  ______________________________________________________________________
 DP6450* NAD 83(2011) POSITION- 45 52 16.68876(N) 095 22 39.09002(W)   ADJUSTED
 DP6450* NAD 83(2011) ELLIP HT-   406.959 (meters)        (09/08/25)   ADJUSTED
 DP6450* NAD 83(2011) EPOCH   -  2010.00
 DP6450* NAVD 88 ORTHO HEIGHT -   433.069 (meters)     1420.83  (feet) ADJUSTED
 DP6450  ______________________________________________________________________
 DP6450  GEOID HEIGHT    -        -26.114 (meters)                     GEOID18
 DP6450  NAD 83(2011) X  -   -416,939.388 (meters)                     COMP
 DP6450  NAD 83(2011) Y  - -4,429,301.855 (meters)                     COMP
 DP6450  NAD 83(2011) Z  -  4,555,591.189 (meters)                     COMP
 DP6450  LAPLACE CORR    -         -0.93  (seconds)                    DEFLEC18
 DP6450  DYNAMIC HEIGHT  -        433.066 (meters)     1420.82  (feet) COMP
 DP6450  MODELED GRAVITY -    980,594.0   (mgal)                       NAVD 88
 DP6450
 DP6450  VERT ORDER      -  SECOND    CLASS I
 DP6450
 DP6450  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DP6450  Standards:
 DP6450         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DP6450            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DP6450  -------------------------------------------------------------------
 DP6450  NETWORK    0.58   0.86           0.27   0.19   0.44     -0.07098557
 DP6450  -------------------------------------------------------------------
 DP6450  Click here for local accuracies and other accuracy information.
 DP6450
 DP6450.The horizontal coordinates were established by GPS observations
 DP6450.and adjusted by the MN DEPT OF TRANSP in September 2025.
 DP6450
 DP6450.Refers to NAD 83 (2011) epoch 2010.00 coordinates where the reference 
 DP6450.frame has been affixed to the stable North American tectonic plate 
 DP6450
 DP6450.The horizontal coordinates are valid at the epoch date displayed above
 DP6450.which is a decimal equivalence of Year/Month/Day.
 DP6450
 DP6450.The orthometric height was determined by differential leveling and
 DP6450.adjusted by the NATIONAL GEODETIC SURVEY
 DP6450.in February 2018.
 DP6450
 DP6450.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP6450.GEOID18 height accuracy estimate available here.
 DP6450
 DP6450.Click photographs - Photos may exist for this station.
 DP6450
 DP6450.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DP6450
 DP6450.The Laplace correction was computed from DEFLEC18 derived deflections.
 DP6450
 DP6450.The ellipsoidal height was determined by GPS observations
 DP6450.and is referenced to NAD 83.
 DP6450
 DP6450.The dynamic height is computed by dividing the NAVD 88
 DP6450.geopotential number by the normal gravity value computed on the
 DP6450.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP6450.degrees latitude (g = 980.6199 gals.).
 DP6450
 DP6450.The modeled gravity was interpolated from observed gravity values.
 DP6450
 DP6450. The following values were computed from the NAD 83(2011) position.
 DP6450
 DP6450;                    North         East     Units Scale Factor Converg.
 DP6450;SPC MN C     -   197,465.076   712,462.851   MT  0.99995456   -0 48 56.3
 DP6450;SPC MN C     -   647,850.00  2,337,471.87   sFT  0.99995456   -0 48 56.3
 DP6450;UTM  15      - 5,082,497.215   315,477.923   MT  1.00001860   -1 42 25.3
 DP6450
 DP6450!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DP6450!SPC MN C     -   0.99993620  x   0.99995456  =   0.99989077
 DP6450!UTM  15      -   0.99993620  x   1.00001860  =   0.99995480
 DP6450
 DP6450_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUL1547782497(NAD 83)
 DP6450
 DP6450|---------------------------------------------------------------------|
 DP6450| PID    Reference Object                     Distance      Geod. Az  |
 DP6450|                                                           dddmmss.s |
 DP6450| QP1747 ALEXANDRIA CBL 1040                 273.076 METERS 29327     |
 DP6450|---------------------------------------------------------------------|
 DP6450
 DP6450                          SUPERSEDED SURVEY CONTROL
 DP6450
 DP6450  NAD 83(2011)-  45 52 16.68906(N)    095 22 39.09223(W) AD(2010.00) 0
 DP6450  ELLIP H (02/26/15)  406.958  (m)                       GP(2010.00)    
 DP6450  NAVD 88 (02/26/15)  433.1    (m)  GEOID12A model used  GPS OBS        
 DP6450
 DP6450.Superseded values are not recommended for survey control.
 DP6450
 DP6450.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DP6450.See file dsdata.pdf to determine how the superseded data were derived.
 DP6450
 DP6450_MARKER: I = METAL ROD
 DP6450_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DP6450_STAMPING: 2102 M 2009
 DP6450_MARK LOGO: MNDT
 DP6450_PROJECTION: RECESSED 20 CENTIMETERS
 DP6450_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DP6450_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DP6450_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP6450+SATELLITE: SATELLITE OBSERVATIONS - June 05, 2025
 DP6450_ROD/PIPE-DEPTH: 5.2 meters
 DP6450
 DP6450  HISTORY     - Date     Condition        Report By
 DP6450  HISTORY     - 20090812 MONUMENTED       MNDT
 DP6450  HISTORY     - 20111010 GOOD             MNDT
 DP6450  HISTORY     - 20150928 GOOD             MNDT
 DP6450  HISTORY     - 20210616 GOOD             MNDT
 DP6450  HISTORY     - 20250605 GOOD             MNDT
 DP6450
 DP6450                          STATION DESCRIPTION
 DP6450
 DP6450'DESCRIBED BY MN DEPT OF TRANSP 2011 (TXB)
 DP6450'IN ALEXANDRIA, 1.0 MILE NORTH ALONG TRUNK HIGHWAY 29 FROM JUNCTION OF
 DP6450'TRUNK HIGHWAY 29 AND TRUNK HIGHWAY 27, AT TRUNK HIGHWAY 29 MILE POINT
 DP6450'78.95, 82.5 FEET EAST OF TRUNK HIGHWAY 29, 55.8 FEET SOUTH OF ENTRANCE
 DP6450'TO CENEX GAS STATION, 25.0 FEET SOUTH OF WEST BRICK POST OF BILLBOARD
 DP6450'SIGN, 2.8 FEET WEST OF WITNESS POST.
 DP6450
 DP6450                          STATION RECOVERY (2015)
 DP6450
 DP6450'RECOVERY NOTE BY MN DEPT OF TRANSP 2015 (MAS)
 DP6450'RECOVERED AS DESCRIBED.
 DP6450'
 DP6450'NOTE - THE STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM
 DP6450'ROD DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION REMOVABLE
 DP6450'DISK SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH
 DP6450'PVC PIPE BACK FILLED WITH WASHED SAND.
 DP6450
 DP6450                          STATION RECOVERY (2021)
 DP6450
 DP6450'RECOVERY NOTE BY MN DEPT OF TRANSP 2021 (KMS)
 DP6450'RECOVERED IN GOOD CONDITION.
 DP6450
 DP6450                          STATION RECOVERY (2025)
 DP6450
 DP6450'RECOVERY NOTE BY MN DEPT OF TRANSP 2025 (KMS)
 DP6450'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DQ2860 ***********************************************************************
 DQ2860  DESIGNATION -  2102 N
 DQ2860  PID         -  DQ2860
 DQ2860  STATE/COUNTY-  MN/DOUGLAS
 DQ2860  COUNTRY     -  US
 DQ2860  USGS QUAD   -  LAKE MARY (2019)
 DQ2860
 DQ2860                         *CURRENT SURVEY CONTROL
 DQ2860  ______________________________________________________________________
 DQ2860* NAD 83(2011) POSITION- 45 47 51.10716(N) 095 23 15.29937(W)   ADJUSTED
 DQ2860* NAD 83(2011) ELLIP HT-   407.561 (meters)        (09/08/25)   ADJUSTED
 DQ2860* NAD 83(2011) EPOCH   -  2010.00
 DQ2860* NAVD 88 ORTHO HEIGHT -   433.597 (meters)     1422.56  (feet) ADJUSTED
 DQ2860  ______________________________________________________________________
 DQ2860  GEOID HEIGHT    -        -26.047 (meters)                     GEOID18
 DQ2860  NAD 83(2011) X  -   -418,269.276 (meters)                     COMP
 DQ2860  NAD 83(2011) Y  - -4,435,085.280 (meters)                     COMP
 DQ2860  NAD 83(2011) Z  -  4,549,878.250 (meters)                     COMP
 DQ2860  LAPLACE CORR    -         -1.61  (seconds)                    DEFLEC18
 DQ2860  DYNAMIC HEIGHT  -        433.590 (meters)     1422.54  (feet) COMP
 DQ2860  MODELED GRAVITY -    980,586.6   (mgal)                       NAVD 88
 DQ2860
 DQ2860  VERT ORDER      -  SECOND    CLASS I
 DQ2860
 DQ2860  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DQ2860  Standards:
 DQ2860         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DQ2860            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DQ2860  -------------------------------------------------------------------
 DQ2860  NETWORK    0.62   0.88           0.28   0.22   0.45     -0.02147892
 DQ2860  -------------------------------------------------------------------
 DQ2860  Click here for local accuracies and other accuracy information.
 DQ2860
 DQ2860.The horizontal coordinates were established by GPS observations
 DQ2860.and adjusted by the MN DEPT OF TRANSP in September 2025.
 DQ2860
 DQ2860.Refers to NAD 83 (2011) epoch 2010.00 coordinates where the reference 
 DQ2860.frame has been affixed to the stable North American tectonic plate 
 DQ2860
 DQ2860.The horizontal coordinates are valid at the epoch date displayed above
 DQ2860.which is a decimal equivalence of Year/Month/Day.
 DQ2860
 DQ2860.The orthometric height was determined by differential leveling and
 DQ2860.adjusted by the NATIONAL GEODETIC SURVEY
 DQ2860.in February 2018.
 DQ2860
 DQ2860.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ2860.GEOID18 height accuracy estimate available here.
 DQ2860
 DQ2860.Click photographs - Photos may exist for this station.
 DQ2860
 DQ2860.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DQ2860
 DQ2860.The Laplace correction was computed from DEFLEC18 derived deflections.
 DQ2860
 DQ2860.The ellipsoidal height was determined by GPS observations
 DQ2860.and is referenced to NAD 83.
 DQ2860
 DQ2860.The dynamic height is computed by dividing the NAVD 88
 DQ2860.geopotential number by the normal gravity value computed on the
 DQ2860.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ2860.degrees latitude (g = 980.6199 gals.).
 DQ2860
 DQ2860.The modeled gravity was interpolated from observed gravity values.
 DQ2860
 DQ2860. The following values were computed from the NAD 83(2011) position.
 DQ2860
 DQ2860;                    North         East     Units Scale Factor Converg.
 DQ2860;SPC MN C     -   189,277.725   711,564.264   MT  0.99996572   -0 49 22.5
 DQ2860;SPC MN C     -   620,988.67  2,334,523.76   sFT  0.99996572   -0 49 22.5
 DQ2860;UTM  15      - 5,074,324.316   314,452.170   MT  1.00002327   -1 42 43.6
 DQ2860
 DQ2860!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DQ2860!SPC MN C     -   0.99993611  x   0.99996572  =   0.99990183
 DQ2860!UTM  15      -   0.99993611  x   1.00002327  =   0.99995938
 DQ2860
 DQ2860_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUL1445274324(NAD 83)
 DQ2860
 DQ2860                          SUPERSEDED SURVEY CONTROL
 DQ2860
 DQ2860.No superseded survey control is available for this station.
 DQ2860
 DQ2860_MARKER: F = FLANGE-ENCASED ROD
 DQ2860_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DQ2860_STAMPING: 2102 N 2015
 DQ2860_MARK LOGO: MNDT
 DQ2860_PROJECTION: RECESSED 5 CENTIMETERS
 DQ2860_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DQ2860_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ2860_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ2860+SATELLITE: SATELLITE OBSERVATIONS - May 29, 2025
 DQ2860_ROD/PIPE-DEPTH: 7.3 meters
 DQ2860
 DQ2860  HISTORY     - Date     Condition        Report By
 DQ2860  HISTORY     - 20151021 MONUMENTED       MNDT
 DQ2860  HISTORY     - 20250529 GOOD             MNDT
 DQ2860
 DQ2860                          STATION DESCRIPTION
 DQ2860
 DQ2860'DESCRIBED BY MN DEPT OF TRANSP 2015
 DQ2860'THE MARK IS LOCATED ABOUT 5.4 MI (8.7 KM) SOUTH OF ALEXANDRIA.
 DQ2860'
 DQ2860'TO REACH THE MARK GO 3.25 MI (5.23 KM) SOUTH ALONG TRUNK HIGHWAY 29
 DQ2860'FROM THE JUNCTION OF TRUNK HIGHWAY 29 AND INTERSTATE HIGHWAY 94 IN
 DQ2860'ALEXANDRIA, AT TRUNK HIGHWAY 29 MILE POINT 73.75.
 DQ2860'
 DQ2860'THE MARK IS LOCATED 58.0 FT (17.7 M) EAST OF TRUNK HIGHWAY 29, 132.8
 DQ2860'FT (40.5 M) NORTH OF DRIVEWAY NUMBER 10251, 1.5 FT (0.5 M) WEST OF A
 DQ2860'WITNESS POST.
 DQ2860'
 DQ2860'NOTE-THE STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM ROD
 DQ2860'DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION REMOVABLE DISK
 DQ2860'SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH PVC
 DQ2860'PIPE BACK FILLED WITH WASHED SAND.
 DQ2860
 DQ2860                          STATION RECOVERY (2025)
 DQ2860
 DQ2860'RECOVERY NOTE BY MN DEPT OF TRANSP 2025 (KMS)
 DQ2860'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DQ2737 ***********************************************************************
 DQ2737  DESIGNATION -  2102 P
 DQ2737  PID         -  DQ2737
 DQ2737  STATE/COUNTY-  MN/DOUGLAS
 DQ2737  COUNTRY     -  US
 DQ2737  USGS QUAD   -  LAKE MARY (2019)
 DQ2737
 DQ2737                         *CURRENT SURVEY CONTROL
 DQ2737  ______________________________________________________________________
 DQ2737* NAD 83(2011) POSITION- 45 49 55.66798(N) 095 23 18.45634(W)   ADJUSTED
 DQ2737* NAD 83(2011) ELLIP HT-   408.560 (meters)        (09/08/25)   ADJUSTED
 DQ2737* NAD 83(2011) EPOCH   -  2010.00
 DQ2737* NAVD 88 ORTHO HEIGHT -   434.624 (meters)     1425.93  (feet) ADJUSTED
 DQ2737  ______________________________________________________________________
 DQ2737  GEOID HEIGHT    -        -26.070 (meters)                     GEOID18
 DQ2737  NAD 83(2011) X  -   -418,078.232 (meters)                     COMP
 DQ2737  NAD 83(2011) Y  - -4,432,333.839 (meters)                     COMP
 DQ2737  NAD 83(2011) Z  -  4,552,559.538 (meters)                     COMP
 DQ2737  LAPLACE CORR    -         -1.13  (seconds)                    DEFLEC18
 DQ2737  DYNAMIC HEIGHT  -        434.619 (meters)     1425.91  (feet) COMP
 DQ2737  MODELED GRAVITY -    980,590.3   (mgal)                       NAVD 88
 DQ2737
 DQ2737  VERT ORDER      -  SECOND    CLASS I
 DQ2737
 DQ2737  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DQ2737  Standards:
 DQ2737         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DQ2737            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DQ2737  -------------------------------------------------------------------
 DQ2737  NETWORK    0.64   0.90           0.29   0.23   0.46     -0.00753551
 DQ2737  -------------------------------------------------------------------
 DQ2737  Click here for local accuracies and other accuracy information.
 DQ2737
 DQ2737.The horizontal coordinates were established by GPS observations
 DQ2737.and adjusted by the MN DEPT OF TRANSP in September 2025.
 DQ2737
 DQ2737.Refers to NAD 83 (2011) epoch 2010.00 coordinates where the reference 
 DQ2737.frame has been affixed to the stable North American tectonic plate 
 DQ2737
 DQ2737.The horizontal coordinates are valid at the epoch date displayed above
 DQ2737.which is a decimal equivalence of Year/Month/Day.
 DQ2737
 DQ2737.The orthometric height was determined by differential leveling and
 DQ2737.adjusted by the NATIONAL GEODETIC SURVEY
 DQ2737.in February 2018.
 DQ2737
 DQ2737.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ2737.GEOID18 height accuracy estimate available here.
 DQ2737
 DQ2737.Click photographs - Photos may exist for this station.
 DQ2737
 DQ2737.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DQ2737
 DQ2737.The Laplace correction was computed from DEFLEC18 derived deflections.
 DQ2737
 DQ2737.The ellipsoidal height was determined by GPS observations
 DQ2737.and is referenced to NAD 83.
 DQ2737
 DQ2737.The dynamic height is computed by dividing the NAVD 88
 DQ2737.geopotential number by the normal gravity value computed on the
 DQ2737.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ2737.degrees latitude (g = 980.6199 gals.).
 DQ2737
 DQ2737.The modeled gravity was interpolated from observed gravity values.
 DQ2737
 DQ2737. The following values were computed from the NAD 83(2011) position.
 DQ2737
 DQ2737;                    North         East     Units Scale Factor Converg.
 DQ2737;SPC MN C     -   193,123.900   711,551.369   MT  0.99996028   -0 49 24.8
 DQ2737;SPC MN C     -   633,607.33  2,334,481.45   sFT  0.99996028   -0 49 24.8
 DQ2737;UTM  15      - 5,078,170.460   314,499.000   MT  1.00002306   -1 42 49.4
 DQ2737
 DQ2737!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DQ2737!SPC MN C     -   0.99993595  x   0.99996028  =   0.99989624
 DQ2737!UTM  15      -   0.99993595  x   1.00002306  =   0.99995901
 DQ2737
 DQ2737_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUL1449978170(NAD 83)
 DQ2737
 DQ2737                          SUPERSEDED SURVEY CONTROL
 DQ2737
 DQ2737.No superseded survey control is available for this station.
 DQ2737
 DQ2737_MARKER: F = FLANGE-ENCASED ROD
 DQ2737_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DQ2737_STAMPING: 2102 P 2015
 DQ2737_MARK LOGO: MNDT
 DQ2737_PROJECTION: RECESSED 10 CENTIMETERS
 DQ2737_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DQ2737_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ2737_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ2737+SATELLITE: SATELLITE OBSERVATIONS - May 29, 2025
 DQ2737_ROD/PIPE-DEPTH: 3.4 meters
 DQ2737
 DQ2737  HISTORY     - Date     Condition        Report By
 DQ2737  HISTORY     - 20151021 MONUMENTED       MNDT
 DQ2737  HISTORY     - 20250529 GOOD             MNDT
 DQ2737
 DQ2737                          STATION DESCRIPTION
 DQ2737
 DQ2737'DESCRIBED BY MN DEPT OF TRANSP 2015
 DQ2737'THE MARK IS LOCATED ABOUT 3.1 MI (5.0 KM) SOUTH OF ALEXANDRIA.
 DQ2737'
 DQ2737'TO REACH THE MARK GO 0.8 MI (1.3 KM) SOUTH ALONG TRUNK HIGHWAY 29
 DQ2737'FROM THE JUNCTION OF TRUNK HIGHWAY 29 AND INTERSTATE HIGHWAY 94 IN
 DQ2737'ALEXANDRIA, AT TRUNK HIGHWAY 29 MILE POINT 76.20.
 DQ2737'
 DQ2737'THE MARK IS LOCATED 95.0 FT (29.0 M) WEST OF TRUNK HIGHWAY 29, 26.9 FT
 DQ2737'(8.2 M) WEST OF FRONTAGE ROAD, 35.8 FT (10.9 M) NORTH OF THE NORTHEAST
 DQ2737'CORNER OF CABLE BOX, 1.5 FT (0.5 M) EAST OF A WITNESS POST.
 DQ2737'
 DQ2737'NOTE - THE STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM
 DQ2737'ROD DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION REMOVABLE
 DQ2737'DISK SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH
 DQ2737'PVC PIPE BACK FILLED WITH WASHED SAND.
 DQ2737
 DQ2737                          STATION RECOVERY (2025)
 DQ2737
 DQ2737'RECOVERY NOTE BY MN DEPT OF TRANSP 2025 (KMS)
 DQ2737'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 AJ8335 ***********************************************************************
 AJ8335  DESIGNATION -  2103 A
 AJ8335  PID         -  AJ8335
 AJ8335  STATE/COUNTY-  MN/DOUGLAS
 AJ8335  COUNTRY     -  US
 AJ8335  USGS QUAD   -  ALEXANDRIA EAST (2019)
 AJ8335
 AJ8335                         *CURRENT SURVEY CONTROL
 AJ8335  ______________________________________________________________________
 AJ8335* NAD 83(2011) POSITION- 45 53 26.96179(N) 095 22 00.38547(W)   ADJUSTED
 AJ8335* NAD 83(2011) ELLIP HT-   405.965 (meters)        (09/08/25)   ADJUSTED
 AJ8335* NAD 83(2011) EPOCH   -  2010.00
 AJ8335* NAVD 88 ORTHO HEIGHT -   432.103 (meters)     1417.66  (feet) ADJUSTED
 AJ8335  ______________________________________________________________________
 AJ8335  GEOID HEIGHT    -        -26.142 (meters)                     GEOID18
 AJ8335  NAD 83(2011) X  -   -415,962.488 (meters)                     COMP
 AJ8335  NAD 83(2011) Y  - -4,427,828.463 (meters)                     COMP
 AJ8335  NAD 83(2011) Z  -  4,557,100.981 (meters)                     COMP
 AJ8335  LAPLACE CORR    -         -0.65  (seconds)                    DEFLEC18
 AJ8335  DYNAMIC HEIGHT  -        432.100 (meters)     1417.65  (feet) COMP
 AJ8335  MODELED GRAVITY -    980,595.6   (mgal)                       NAVD 88
 AJ8335
 AJ8335  VERT ORDER      -  SECOND    CLASS I
 AJ8335
 AJ8335  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AJ8335  Standards:
 AJ8335         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AJ8335            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AJ8335  -------------------------------------------------------------------
 AJ8335  NETWORK    0.63   0.86           0.28   0.23   0.44     -0.03484551
 AJ8335  -------------------------------------------------------------------
 AJ8335  Click here for local accuracies and other accuracy information.
 AJ8335
 AJ8335.The horizontal coordinates were established by GPS observations
 AJ8335.and adjusted by the MN DEPT OF TRANSP in September 2025.
 AJ8335
 AJ8335.Refers to NAD 83 (2011) epoch 2010.00 coordinates where the reference 
 AJ8335.frame has been affixed to the stable North American tectonic plate 
 AJ8335
 AJ8335.The horizontal coordinates are valid at the epoch date displayed above
 AJ8335.which is a decimal equivalence of Year/Month/Day.
 AJ8335
 AJ8335.The orthometric height was determined by differential leveling and
 AJ8335.adjusted by the NATIONAL GEODETIC SURVEY
 AJ8335.in February 2018.
 AJ8335
 AJ8335.Significant digits in the geoid height do not necessarily reflect accuracy.
 AJ8335.GEOID18 height accuracy estimate available here.
 AJ8335
 AJ8335.Click photographs - Photos may exist for this station.
 AJ8335
 AJ8335.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ8335
 AJ8335.The Laplace correction was computed from DEFLEC18 derived deflections.
 AJ8335
 AJ8335.The ellipsoidal height was determined by GPS observations
 AJ8335.and is referenced to NAD 83.
 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. The following values were computed from the NAD 83(2011) position.
 AJ8335
 AJ8335;                    North         East     Units Scale Factor Converg.
 AJ8335;SPC MN C     -   199,622.593   713,328.076   MT  0.99995188   -0 48 28.3
 AJ8335;SPC MN C     -   654,928.46  2,340,310.53   sFT  0.99995188   -0 48 28.3
 AJ8335;UTM  15      - 5,084,641.142   316,376.676   MT  1.00001453   -1 41 59.5
 AJ8335
 AJ8335!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ8335!SPC MN C     -   0.99993636  x   0.99995188  =   0.99988824
 AJ8335!UTM  15      -   0.99993636  x   1.00001453  =   0.99995089
 AJ8335
 AJ8335_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUL1637684641(NAD 83)
 AJ8335
 AJ8335                          SUPERSEDED SURVEY CONTROL
 AJ8335
 AJ8335  NAD 83(2011)-  45 53 26.96247(N)    095 22 00.38471(W) AD(2010.00) 0
 AJ8335  ELLIP H (02/26/15)  405.967  (m)                       GP(2010.00)    
 AJ8335  NAVD 88 (02/01/10)  432.107  (m)         1417.67   (f) SUPERSEDED  2 1
 AJ8335  NAVD 88 (06/02/04)  432.120  (m)         1417.71   (f) SUPERSEDED  2 1
 AJ8335
 AJ8335.Superseded values are not recommended for survey control.
 AJ8335
 AJ8335.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ8335.See file dsdata.pdf to determine how the superseded data were derived.
 AJ8335
 AJ8335_MARKER: DD = SURVEY DISK
 AJ8335_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 AJ8335+WITH SETTING: INFORMATION.
 AJ8335_STAMPING: 2103 A 1996
 AJ8335_MARK LOGO: MNDT
 AJ8335_PROJECTION: FLUSH
 AJ8335_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AJ8335_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AJ8335_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ8335+SATELLITE: SATELLITE OBSERVATIONS - June 05, 2025
 AJ8335_ROD/PIPE-DEPTH: 2.9 meters
 AJ8335
 AJ8335  HISTORY     - Date     Condition        Report By
 AJ8335  HISTORY     - 19960415 MONUMENTED       MNDT
 AJ8335  HISTORY     - 20040628 GOOD             MNDT
 AJ8335  HISTORY     - 20060807 GOOD             USPSQD
 AJ8335  HISTORY     - 20070801 GOOD             INDIV
 AJ8335  HISTORY     - 20071011 GOOD             MNDT
 AJ8335  HISTORY     - 20111010 GOOD             MNDT
 AJ8335  HISTORY     - 20150924 GOOD             MNDT
 AJ8335  HISTORY     - 20250605 GOOD             MNDT
 AJ8335
 AJ8335                          STATION DESCRIPTION
 AJ8335
 AJ8335'DESCRIBED BY MN DEPT OF TRANSP 1996 (DKH)
 AJ8335'THE MARK IS IN NE PART OF ALEXANDRIA, 0.1 MI (0.2 KM) NORTH ALONG TH
 AJ8335'29 FROM NORTH JCT OF TH 27 AND TH 29 IN ALEXANDRIA, 43.6 FT (13.3 M)
 AJ8335'WEST OF TH 29, 83.4 FT (25.4 M) NNW OF LIGHT STANDARD, 11.0 FT (3.4 M)
 AJ8335'NNE OF CYCLONE FENCE COR, 106.1 FT (32.3 M) SOUTH OF LIGHT STANDARD,
 AJ8335'4.7 FT (1.4 M) WEST OF WEST EDGE OF SIDEWALK, 1.3 FT (0.4 M) SOUTH OF
 AJ8335'WIT POST.
 AJ8335
 AJ8335                          STATION RECOVERY (2004)
 AJ8335
 AJ8335'RECOVERY NOTE BY MN DEPT OF TRANSP 2004 (MPP)
 AJ8335'RECOVERED AS DESCRIBED.
 AJ8335
 AJ8335                          STATION RECOVERY (2006)
 AJ8335
 AJ8335'RECOVERY NOTE BY US POWER SQUADRON 2006 (RHO)
 AJ8335'RECOVERED IN GOOD CONDITION.
 AJ8335
 AJ8335                          STATION RECOVERY (2007)
 AJ8335
 AJ8335'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2007 (DJK)
 AJ8335'RECOVERED AS DESCRIBED.
 AJ8335
 AJ8335                          STATION RECOVERY (2007)
 AJ8335
 AJ8335'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (KMS)
 AJ8335'RECOVERED AS DESCRIBED.
 AJ8335
 AJ8335                          STATION RECOVERY (2011)
 AJ8335
 AJ8335'RECOVERY NOTE BY MN DEPT OF TRANSP 2011 (MPP)
 AJ8335'RECOVERED AS DESCRIBED.
 AJ8335
 AJ8335                          STATION RECOVERY (2015)
 AJ8335
 AJ8335'RECOVERY NOTE BY MN DEPT OF TRANSP 2015 (KMS)
 AJ8335'RECOVERED AS DESCRIBED.
 AJ8335
 AJ8335                          STATION RECOVERY (2025)
 AJ8335
 AJ8335'RECOVERY NOTE BY MN DEPT OF TRANSP 2025 (KMS)
 AJ8335'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DQ2844 ***********************************************************************
 DQ2844  DESIGNATION -  2103 AA
 DQ2844  PID         -  DQ2844
 DQ2844  STATE/COUNTY-  MN/DOUGLAS
 DQ2844  COUNTRY     -  US
 DQ2844  USGS QUAD   -  LAKE MILTONA EAST (2019)
 DQ2844
 DQ2844                         *CURRENT SURVEY CONTROL
 DQ2844  ______________________________________________________________________
 DQ2844* NAD 83(2011) POSITION- 46 02 19.19262(N) 095 18 45.32454(W)   ADJUSTED
 DQ2844* NAD 83(2011) ELLIP HT-   396.500 (meters)        (07/14/25)   ADJUSTED
 DQ2844* NAD 83(2011) EPOCH   -  2010.00
 DQ2844* NAVD 88 ORTHO HEIGHT -   422.870 (meters)     1387.37  (feet) ADJUSTED
 DQ2844  ______________________________________________________________________
 DQ2844  GEOID HEIGHT    -        -26.361 (meters)                     GEOID18
 DQ2844  NAD 83(2011) X  -   -410,680.485 (meters)                     COMP
 DQ2844  NAD 83(2011) Y  - -4,416,449.627 (meters)                     COMP
 DQ2844  NAD 83(2011) Z  -  4,568,517.291 (meters)                     COMP
 DQ2844  LAPLACE CORR    -         -0.39  (seconds)                    DEFLEC18
 DQ2844  DYNAMIC HEIGHT  -        422.869 (meters)     1387.36  (feet) COMP
 DQ2844  MODELED GRAVITY -    980,598.5   (mgal)                       NAVD 88
 DQ2844
 DQ2844  VERT ORDER      -  SECOND    CLASS I
 DQ2844
 DQ2844  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DQ2844  Standards:
 DQ2844         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DQ2844            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DQ2844  -------------------------------------------------------------------
 DQ2844  NETWORK    0.41   0.73           0.19   0.14   0.37      0.00372664
 DQ2844  -------------------------------------------------------------------
 DQ2844  Click here for local accuracies and other accuracy information.
 DQ2844
 DQ2844.The horizontal coordinates were established by GPS observations
 DQ2844.and adjusted by the MN DEPT OF TRANSP in July 2025.
 DQ2844
 DQ2844.Refers to NAD 83 (2011) epoch 2010.00 coordinates where the reference 
 DQ2844.frame has been affixed to the stable North American tectonic plate 
 DQ2844
 DQ2844.The horizontal coordinates are valid at the epoch date displayed above
 DQ2844.which is a decimal equivalence of Year/Month/Day.
 DQ2844
 DQ2844.The orthometric height was determined by differential leveling and
 DQ2844.adjusted by the NATIONAL GEODETIC SURVEY
 DQ2844.in February 2018.
 DQ2844
 DQ2844.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ2844.GEOID18 height accuracy estimate available here.
 DQ2844
 DQ2844.Click photographs - Photos may exist for this station.
 DQ2844
 DQ2844.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DQ2844
 DQ2844.The Laplace correction was computed from DEFLEC18 derived deflections.
 DQ2844
 DQ2844.The ellipsoidal height was determined by GPS observations
 DQ2844.and is referenced to NAD 83.
 DQ2844
 DQ2844.The dynamic height is computed by dividing the NAVD 88
 DQ2844.geopotential number by the normal gravity value computed on the
 DQ2844.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ2844.degrees latitude (g = 980.6199 gals.).
 DQ2844
 DQ2844.The modeled gravity was interpolated from observed gravity values.
 DQ2844
 DQ2844. The following values were computed from the NAD 83(2011) position.
 DQ2844
 DQ2844;                    North         East     Units Scale Factor Converg.
 DQ2844;SPC MN C     -   215,995.045   717,753.401   MT  0.99993532   -0 46 07.2
 DQ2844;SPC MN C     -   708,643.74  2,354,829.28   sFT  0.99993532   -0 46 07.2
 DQ2844;UTM  15      - 5,100,943.531   321,057.261   MT  0.99999365   -1 39 54.2
 DQ2844
 DQ2844!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DQ2844!SPC MN C     -   0.99993785  x   0.99993532  =   0.99987317
 DQ2844!UTM  15      -   0.99993785  x   0.99999365  =   0.99993150
 DQ2844
 DQ2844_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUM2105700943(NAD 83)
 DQ2844
 DQ2844                          SUPERSEDED SURVEY CONTROL
 DQ2844
 DQ2844.No superseded survey control is available for this station.
 DQ2844
 DQ2844_MARKER: F = FLANGE-ENCASED ROD
 DQ2844_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DQ2844_STAMPING: 2103 AA 2015
 DQ2844_MARK LOGO: MNDT
 DQ2844_PROJECTION: RECESSED 5 CENTIMETERS
 DQ2844_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DQ2844_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ2844_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ2844+SATELLITE: SATELLITE OBSERVATIONS - April 24, 2025
 DQ2844_ROD/PIPE-DEPTH: 15.2 meters
 DQ2844
 DQ2844  HISTORY     - Date     Condition        Report By
 DQ2844  HISTORY     - 20151102 MONUMENTED       MNDT
 DQ2844  HISTORY     - 20250424 GOOD             MNDT
 DQ2844
 DQ2844                          STATION DESCRIPTION
 DQ2844
 DQ2844'DESCRIBED BY MN DEPT OF TRANSP 2015
 DQ2844'THE MARK IS LOCATED ABOUT 1.0 MI (1.6 KM) SOUTHWEST OF MILTONA.
 DQ2844'
 DQ2844'TO REACH THE MARK GO 0.75 MI (1.21 KM) SOUTH ALONG TRUNK HIGHWAY 29
 DQ2844'FROM THE JUNCTION OF TRUNK HIGHWAY 29 AND COUNTY ROAD 14 (JUNCTION IS
 DQ2844'1.0 MI (1.6 KM) WEST OF MILTONA), AT TRUNK HIGHWAY 29 MILE POINT
 DQ2844'92.30.
 DQ2844'
 DQ2844'THE MARK IS LOCATED 59.2 FT (18.0 M) WEST OF TRUNK HIGHWAY 29, 31.9 FT
 DQ2844'(9.7 M) SOUTH OF POWER POLE, 1.5 FT (0.5 M) EAST OF A WITNESS POST.
 DQ2844'
 DQ2844'NOTE-THE STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM ROD
 DQ2844'DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION REMOVABLE DISK
 DQ2844'SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH PVC
 DQ2844'PIPE BACK FILLED WITH WASHED SAND.
 DQ2844
 DQ2844                          STATION RECOVERY (2025)
 DQ2844
 DQ2844'RECOVERY NOTE BY MN DEPT OF TRANSP 2025 (KMS)
 DQ2844'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DQ2842 ***********************************************************************
 DQ2842  DESIGNATION -  2103 AB
 DQ2842  PID         -  DQ2842
 DQ2842  STATE/COUNTY-  MN/DOUGLAS
 DQ2842  COUNTRY     -  US
 DQ2842  USGS QUAD   -  LAKE MILTONA EAST (2019)
 DQ2842
 DQ2842                         *CURRENT SURVEY CONTROL
 DQ2842  ______________________________________________________________________
 DQ2842* NAD 83(1986) POSITION- 46 05 16.96   (N) 095 19 23.46   (W)   HD_HELD1
 DQ2842* NAVD 88 ORTHO HEIGHT -   433.524 (meters)     1422.32  (feet) ADJUSTED
 DQ2842  ______________________________________________________________________
 DQ2842  GEOID HEIGHT    -        -26.448 (meters)                     GEOID18
 DQ2842  DYNAMIC HEIGHT  -        433.519 (meters)     1422.30  (feet) COMP
 DQ2842  MODELED GRAVITY -    980,591.3   (mgal)                       NAVD 88
 DQ2842
 DQ2842  VERT ORDER      -  SECOND    CLASS I
 DQ2842
 DQ2842.The horizontal coordinates were determined by differentially corrected
 DQ2842.hand held GPS observations or other comparable positioning techniques
 DQ2842.and have an estimated accuracy of +/- 3 meters.
 DQ2842
 DQ2842.The orthometric height was determined by differential leveling and
 DQ2842.adjusted by the NATIONAL GEODETIC SURVEY
 DQ2842.in February 2018.
 DQ2842
 DQ2842.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ2842.GEOID18 height accuracy estimate available here.
 DQ2842
 DQ2842.Click photographs - Photos may exist for this station.
 DQ2842
 DQ2842.The dynamic height is computed by dividing the NAVD 88
 DQ2842.geopotential number by the normal gravity value computed on the
 DQ2842.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ2842.degrees latitude (g = 980.6199 gals.).
 DQ2842
 DQ2842.The modeled gravity was interpolated from observed gravity values.
 DQ2842
 DQ2842;                    North         East    Units  Estimated Accuracy
 DQ2842;SPC MN C     -   221,493.9     717,007.9     MT  (+/- 3 meters HH1 GPS) 
 DQ2842
 DQ2842_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUM2039706453(NAD 83)
 DQ2842
 DQ2842                          SUPERSEDED SURVEY CONTROL
 DQ2842
 DQ2842.No superseded survey control is available for this station.
 DQ2842
 DQ2842_MARKER: F = FLANGE-ENCASED ROD
 DQ2842_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DQ2842_STAMPING: 2103 AB 2015
 DQ2842_MARK LOGO: MNDT
 DQ2842_PROJECTION: RECESSED 5 CENTIMETERS
 DQ2842_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DQ2842_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ2842_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ2842+SATELLITE: SATELLITE OBSERVATIONS - October 22, 2015
 DQ2842_ROD/PIPE-DEPTH: 21.0 meters
 DQ2842
 DQ2842  HISTORY     - Date     Condition        Report By
 DQ2842  HISTORY     - 20151022 MONUMENTED       MNDT
 DQ2842
 DQ2842                          STATION DESCRIPTION
 DQ2842
 DQ2842'DESCRIBED BY MN DEPT OF TRANSP 2015
 DQ2842'THE MARK IS LOCATED ABOUT 3.3 MI (5.3 KM) NORTH-NORTHWEST OF MILTONA.
 DQ2842'
 DQ2842'TO REACH THE MARK GO 2.9 MI (4.7 KM) NORTH ALONG TRUNK HIGHWAY 29 FROM
 DQ2842'THE JUNCTION OF TRUNK HIGHWAY 29 AND COUNTY ROAD 14 (JUNCTION IS 1.0
 DQ2842'MI (1.6 KM) WEST OF MILTONA), AT TRUNK HIGHWAY 29 MILE POINT 95.80.
 DQ2842'
 DQ2842'THE MARK IS LOCATED 47.7 FT (14.5 M) EAST OF TRUNK HIGHWAY 29, 23.5 FT
 DQ2842'(7.2 M) NORTH OF A FIELD ENTRANCE, 1.5 FT (0.5 M) WEST OF A WITNESS
 DQ2842'POST.
 DQ2842'
 DQ2842'NOTE - THE STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM
 DQ2842'ROD DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION REMOVABLE
 DQ2842'DISK SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH
 DQ2842'PVC PIPE BACK FILLED WITH WASHED SAND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DQ2859 ***********************************************************************
 DQ2859  DESIGNATION -  2103 AC
 DQ2859  PID         -  DQ2859
 DQ2859  STATE/COUNTY-  MN/DOUGLAS
 DQ2859  COUNTRY     -  US
 DQ2859  USGS QUAD   -  LAKE MARY (2019)
 DQ2859
 DQ2859                         *CURRENT SURVEY CONTROL
 DQ2859  ______________________________________________________________________
 DQ2859* NAD 83(2011) POSITION- 45 50 43.43786(N) 095 23 19.15795(W)   ADJUSTED
 DQ2859* NAD 83(2011) ELLIP HT-   412.886 (meters)        (09/08/25)   ADJUSTED
 DQ2859* NAD 83(2011) EPOCH   -  2010.00
 DQ2859* NAVD 88 ORTHO HEIGHT -   438.962 (meters)     1440.16  (feet) ADJUSTED
 DQ2859  ______________________________________________________________________
 DQ2859  GEOID HEIGHT    -        -26.082 (meters)                     GEOID18
 DQ2859  NAD 83(2011) X  -   -417,994.223 (meters)                     COMP
 DQ2859  NAD 83(2011) Y  - -4,431,281.979 (meters)                     COMP
 DQ2859  NAD 83(2011) Z  -  4,553,590.220 (meters)                     COMP
 DQ2859  LAPLACE CORR    -         -1.11  (seconds)                    DEFLEC18
 DQ2859  DYNAMIC HEIGHT  -        438.957 (meters)     1440.14  (feet) COMP
 DQ2859  MODELED GRAVITY -    980,591.6   (mgal)                       NAVD 88
 DQ2859
 DQ2859  VERT ORDER      -  SECOND    CLASS I
 DQ2859
 DQ2859  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DQ2859  Standards:
 DQ2859         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DQ2859            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DQ2859  -------------------------------------------------------------------
 DQ2859  NETWORK    0.33   0.71           0.15   0.12   0.36     -0.07613905
 DQ2859  -------------------------------------------------------------------
 DQ2859  Click here for local accuracies and other accuracy information.
 DQ2859
 DQ2859.The horizontal coordinates were established by GPS observations
 DQ2859.and adjusted by the MN DEPT OF TRANSP in September 2025.
 DQ2859
 DQ2859.Refers to NAD 83 (2011) epoch 2010.00 coordinates where the reference 
 DQ2859.frame has been affixed to the stable North American tectonic plate 
 DQ2859
 DQ2859.The horizontal coordinates are valid at the epoch date displayed above
 DQ2859.which is a decimal equivalence of Year/Month/Day.
 DQ2859
 DQ2859.The orthometric height was determined by differential leveling and
 DQ2859.adjusted by the NATIONAL GEODETIC SURVEY
 DQ2859.in February 2018.
 DQ2859
 DQ2859.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ2859.GEOID18 height accuracy estimate available here.
 DQ2859
 DQ2859.Click photographs - Photos may exist for this station.
 DQ2859
 DQ2859.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DQ2859
 DQ2859.The Laplace correction was computed from DEFLEC18 derived deflections.
 DQ2859
 DQ2859.The ellipsoidal height was determined by GPS observations
 DQ2859.and is referenced to NAD 83.
 DQ2859
 DQ2859.The dynamic height is computed by dividing the NAVD 88
 DQ2859.geopotential number by the normal gravity value computed on the
 DQ2859.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ2859.degrees latitude (g = 980.6199 gals.).
 DQ2859
 DQ2859.The modeled gravity was interpolated from observed gravity values.
 DQ2859
 DQ2859. The following values were computed from the NAD 83(2011) position.
 DQ2859
 DQ2859;                    North         East     Units Scale Factor Converg.
 DQ2859;SPC MN C     -   194,598.776   711,557.430   MT  0.99995829   -0 49 25.3
 DQ2859;SPC MN C     -   638,446.15  2,334,501.33   sFT  0.99995829   -0 49 25.3
 DQ2859;UTM  15      - 5,079,645.157   314,527.981   MT  1.00002292   -1 42 51.3
 DQ2859
 DQ2859!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DQ2859!SPC MN C     -   0.99993528  x   0.99995829  =   0.99989357
 DQ2859!UTM  15      -   0.99993528  x   1.00002292  =   0.99995819
 DQ2859
 DQ2859_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUL1452779645(NAD 83)
 DQ2859
 DQ2859                          SUPERSEDED SURVEY CONTROL
 DQ2859
 DQ2859.No superseded survey control is available for this station.
 DQ2859
 DQ2859_MARKER: F = FLANGE-ENCASED ROD
 DQ2859_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DQ2859_STAMPING: 2103 AC 2015
 DQ2859_MARK LOGO: MNDT
 DQ2859_PROJECTION: RECESSED 5 CENTIMETERS
 DQ2859_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DQ2859_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ2859_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ2859+SATELLITE: SATELLITE OBSERVATIONS - June 18, 2025
 DQ2859_ROD/PIPE-DEPTH: 17.4 meters
 DQ2859
 DQ2859  HISTORY     - Date     Condition        Report By
 DQ2859  HISTORY     - 20151021 MONUMENTED       MNDT
 DQ2859  HISTORY     - 20250618 GOOD             MNDT
 DQ2859
 DQ2859                          STATION DESCRIPTION
 DQ2859
 DQ2859'DESCRIBED BY MN DEPT OF TRANSP 2015
 DQ2859'THE MARK IS LOCATED ABOUT IN ALEXANDRIA.
 DQ2859'
 DQ2859'TO REACH THE MARK GO 0.1 MI (0.2 KM) NORTH ALONG TRUNK HIGHWAY 29 FROM
 DQ2859'THE JUNCTION OF TRUNK HIGHWAY 29 AND INTERSTATE HIGHWAY 94 IN
 DQ2859'ALEXANDRIA, AT TRUNK HIGHWAY 29 MILE POINT 77.05.
 DQ2859'
 DQ2859'THE MARK IS LOCATED 95.8 FT (29.2 M) WEST OF SOUTHBOUND TRUNK HIGHWAY
 DQ2859'29, 88.4 FT (26.9 M) NORTH OF RAMP FROM TRUNK HIGHWAY 29 TO WESTBOUND
 DQ2859'INTERSTATE HIGHWAY 94, 9.3 FT (2.8 M) SOUTH-SOUTHEAST OF RIGHT-OF-WAY
 DQ2859'POST, 1.5 FT (0.5 M) NORTH OF A WITNESS POST.
 DQ2859'
 DQ2859'NOTE-THE STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM ROD
 DQ2859'DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION REMOVABLE DISK
 DQ2859'SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH PVC
 DQ2859'PIPE BACK FILLED WITH WASHED SAND.
 DQ2859
 DQ2859                          STATION RECOVERY (2025)
 DQ2859
 DQ2859'RECOVERY NOTE BY MN DEPT OF TRANSP 2025 (KMS)
 DQ2859'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DQ2858 ***********************************************************************
 DQ2858  DESIGNATION -  2103 AD
 DQ2858  PID         -  DQ2858
 DQ2858  STATE/COUNTY-  MN/DOUGLAS
 DQ2858  COUNTRY     -  US
 DQ2858  USGS QUAD   -  LAKE MARY (2019)
 DQ2858
 DQ2858                         *CURRENT SURVEY CONTROL
 DQ2858  ______________________________________________________________________
 DQ2858* NAD 83(2011) POSITION- 45 51 35.17799(N) 095 23 13.69606(W)   ADJUSTED
 DQ2858* NAD 83(2011) ELLIP HT-   403.933 (meters)        (09/08/25)   ADJUSTED
 DQ2858* NAD 83(2011) EPOCH   -  2010.00
 DQ2858* NAVD 88 ORTHO HEIGHT -   430.028 (meters)     1410.85  (feet) ADJUSTED
 DQ2858  ______________________________________________________________________
 DQ2858  GEOID HEIGHT    -        -26.097 (meters)                     GEOID18
 DQ2858  NAD 83(2011) X  -   -417,768.674 (meters)                     COMP
 DQ2858  NAD 83(2011) Y  - -4,430,145.574 (meters)                     COMP
 DQ2858  NAD 83(2011) Z  -  4,554,696.505 (meters)                     COMP
 DQ2858  LAPLACE CORR    -         -0.94  (seconds)                    DEFLEC18
 DQ2858  DYNAMIC HEIGHT  -        430.024 (meters)     1410.84  (feet) COMP
 DQ2858  MODELED GRAVITY -    980,593.0   (mgal)                       NAVD 88
 DQ2858
 DQ2858  VERT ORDER      -  SECOND    CLASS I
 DQ2858
 DQ2858  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DQ2858  Standards:
 DQ2858         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DQ2858            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DQ2858  -------------------------------------------------------------------
 DQ2858  NETWORK    0.64   0.94           0.29   0.22   0.48     -0.10202714
 DQ2858  -------------------------------------------------------------------
 DQ2858  Click here for local accuracies and other accuracy information.
 DQ2858
 DQ2858.The horizontal coordinates were established by GPS observations
 DQ2858.and adjusted by the MN DEPT OF TRANSP in September 2025.
 DQ2858
 DQ2858.Refers to NAD 83 (2011) epoch 2010.00 coordinates where the reference 
 DQ2858.frame has been affixed to the stable North American tectonic plate 
 DQ2858
 DQ2858.The horizontal coordinates are valid at the epoch date displayed above
 DQ2858.which is a decimal equivalence of Year/Month/Day.
 DQ2858
 DQ2858.The orthometric height was determined by differential leveling and
 DQ2858.adjusted by the NATIONAL GEODETIC SURVEY
 DQ2858.in February 2018.
 DQ2858
 DQ2858.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ2858.GEOID18 height accuracy estimate available here.
 DQ2858
 DQ2858.Click photographs - Photos may exist for this station.
 DQ2858
 DQ2858.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DQ2858
 DQ2858.The Laplace correction was computed from DEFLEC18 derived deflections.
 DQ2858
 DQ2858.The ellipsoidal height was determined by GPS observations
 DQ2858.and is referenced to NAD 83.
 DQ2858
 DQ2858.The dynamic height is computed by dividing the NAVD 88
 DQ2858.geopotential number by the normal gravity value computed on the
 DQ2858.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ2858.degrees latitude (g = 980.6199 gals.).
 DQ2858
 DQ2858.The modeled gravity was interpolated from observed gravity values.
 DQ2858
 DQ2858. The following values were computed from the NAD 83(2011) position.
 DQ2858
 DQ2858;                    North         East     Units Scale Factor Converg.
 DQ2858;SPC MN C     -   196,194.304   711,698.200   MT  0.99995620   -0 49 21.3
 DQ2858;SPC MN C     -   643,680.81  2,334,963.18   sFT  0.99995620   -0 49 21.3
 DQ2858;UTM  15      - 5,081,238.408   314,693.549   MT  1.00002217   -1 42 48.9
 DQ2858
 DQ2858!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DQ2858!SPC MN C     -   0.99993668  x   0.99995620  =   0.99989288
 DQ2858!UTM  15      -   0.99993668  x   1.00002217  =   0.99995885
 DQ2858
 DQ2858_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUL1469381238(NAD 83)
 DQ2858
 DQ2858                          SUPERSEDED SURVEY CONTROL
 DQ2858
 DQ2858.No superseded survey control is available for this station.
 DQ2858
 DQ2858_MARKER: F = FLANGE-ENCASED ROD
 DQ2858_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DQ2858_STAMPING: 2103 AD 2015
 DQ2858_MARK LOGO: MNDT
 DQ2858_PROJECTION: RECESSED 5 CENTIMETERS
 DQ2858_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DQ2858_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ2858_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ2858+SATELLITE: SATELLITE OBSERVATIONS - June 05, 2025
 DQ2858_ROD/PIPE-DEPTH: 11.9 meters
 DQ2858
 DQ2858  HISTORY     - Date     Condition        Report By
 DQ2858  HISTORY     - 20151021 MONUMENTED       MNDT
 DQ2858  HISTORY     - 20250605 GOOD             MNDT
 DQ2858
 DQ2858                          STATION DESCRIPTION
 DQ2858
 DQ2858'DESCRIBED BY MN DEPT OF TRANSP 2015
 DQ2858'THE MARK IS LOCATED ABOUT IN ALEXANDRIA.
 DQ2858'
 DQ2858'TO REACH THE MARK GO 1.0 MI (1.6 KM) NORTH ALONG TRUNK HIGHWAY 29 FROM
 DQ2858'THE JUNCTION OF TRUNK HIGHWAY 29 AND INTERSTATE HIGHWAY 94 IN
 DQ2858'ALEXANDRIA, AT TRUNK HIGHWAY 29 MILE POINT 78.00.
 DQ2858'
 DQ2858'THE MARK IS LOCATED 110.3 FT (33.6 M) WEST-NORTHWEST OF SOUTHBOUND
 DQ2858'TRUNK HIGHWAY 29, 1.9 FT (0.6 M) EAST-SOUTHEAST OF CHAIN LINK FENCE,
 DQ2858'1.5 FT (0.5 M) EAST-SOUTHEAST OF A WITNESS POST.
 DQ2858'
 DQ2858'NOTE-THE STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM ROD
 DQ2858'DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION REMOVABLE DISK
 DQ2858'SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH PVC
 DQ2858'PIPE BACK FILLED WITH WASHED SAND.
 DQ2858
 DQ2858                          STATION RECOVERY (2025)
 DQ2858
 DQ2858'RECOVERY NOTE BY MN DEPT OF TRANSP 2025 (KMS)
 DQ2858'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DQ2857 ***********************************************************************
 DQ2857  DESIGNATION -  2103 AE
 DQ2857  PID         -  DQ2857
 DQ2857  STATE/COUNTY-  MN/DOUGLAS
 DQ2857  COUNTRY     -  US
 DQ2857  USGS QUAD   -  ALEXANDRIA WEST (2019)
 DQ2857
 DQ2857                         *CURRENT SURVEY CONTROL
 DQ2857  ______________________________________________________________________
 DQ2857* NAD 83(2011) POSITION- 45 52 58.56382(N) 095 22 40.29907(W)   ADJUSTED
 DQ2857* NAD 83(2011) ELLIP HT-   400.009 (meters)        (09/08/25)   ADJUSTED
 DQ2857* NAD 83(2011) EPOCH   -  2010.00
 DQ2857* NAVD 88 ORTHO HEIGHT -   426.124 (meters)     1398.04  (feet) ADJUSTED
 DQ2857  ______________________________________________________________________
 DQ2857  GEOID HEIGHT    -        -26.128 (meters)                     GEOID18
 DQ2857  NAD 83(2011) X  -   -416,877.908 (meters)                     COMP
 DQ2857  NAD 83(2011) Y  - -4,428,370.529 (meters)                     COMP
 DQ2857  NAD 83(2011) Z  -  4,556,486.360 (meters)                     COMP
 DQ2857  LAPLACE CORR    -         -0.74  (seconds)                    DEFLEC18
 DQ2857  DYNAMIC HEIGHT  -        426.121 (meters)     1398.03  (feet) COMP
 DQ2857  MODELED GRAVITY -    980,594.9   (mgal)                       NAVD 88
 DQ2857
 DQ2857  VERT ORDER      -  SECOND    CLASS I
 DQ2857
 DQ2857  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DQ2857  Standards:
 DQ2857         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DQ2857            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DQ2857  -------------------------------------------------------------------
 DQ2857  NETWORK    0.61   0.86           0.27   0.22   0.44     -0.09980081
 DQ2857  -------------------------------------------------------------------
 DQ2857  Click here for local accuracies and other accuracy information.
 DQ2857
 DQ2857.The horizontal coordinates were established by GPS observations
 DQ2857.and adjusted by the MN DEPT OF TRANSP in September 2025.
 DQ2857
 DQ2857.Refers to NAD 83 (2011) epoch 2010.00 coordinates where the reference 
 DQ2857.frame has been affixed to the stable North American tectonic plate 
 DQ2857
 DQ2857.The horizontal coordinates are valid at the epoch date displayed above
 DQ2857.which is a decimal equivalence of Year/Month/Day.
 DQ2857
 DQ2857.The orthometric height was determined by differential leveling and
 DQ2857.adjusted by the NATIONAL GEODETIC SURVEY
 DQ2857.in February 2018.
 DQ2857
 DQ2857.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ2857.GEOID18 height accuracy estimate available here.
 DQ2857
 DQ2857.Click photographs - Photos may exist for this station.
 DQ2857
 DQ2857.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DQ2857
 DQ2857.The Laplace correction was computed from DEFLEC18 derived deflections.
 DQ2857
 DQ2857.The ellipsoidal height was determined by GPS observations
 DQ2857.and is referenced to NAD 83.
 DQ2857
 DQ2857.The dynamic height is computed by dividing the NAVD 88
 DQ2857.geopotential number by the normal gravity value computed on the
 DQ2857.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ2857.degrees latitude (g = 980.6199 gals.).
 DQ2857
 DQ2857.The modeled gravity was interpolated from observed gravity values.
 DQ2857
 DQ2857. The following values were computed from the NAD 83(2011) position.
 DQ2857
 DQ2857;                    North         East     Units Scale Factor Converg.
 DQ2857;SPC MN C     -   198,758.136   712,455.188   MT  0.99995295   -0 48 57.2
 DQ2857;SPC MN C     -   652,092.32  2,337,446.73   sFT  0.99995295   -0 48 57.2
 DQ2857;UTM  15      - 5,083,790.321   315,490.381   MT  1.00001854   -1 42 27.3
 DQ2857
 DQ2857!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DQ2857!SPC MN C     -   0.99993729  x   0.99995295  =   0.99989025
 DQ2857!UTM  15      -   0.99993729  x   1.00001854  =   0.99995583
 DQ2857
 DQ2857_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUL1549083790(NAD 83)
 DQ2857
 DQ2857                          SUPERSEDED SURVEY CONTROL
 DQ2857
 DQ2857.No superseded survey control is available for this station.
 DQ2857
 DQ2857_MARKER: F = FLANGE-ENCASED ROD
 DQ2857_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DQ2857_STAMPING: 2103 AE 2015
 DQ2857_MARK LOGO: MNDT
 DQ2857_PROJECTION: RECESSED 5 CENTIMETERS
 DQ2857_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DQ2857_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ2857_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ2857+SATELLITE: SATELLITE OBSERVATIONS - June 05, 2025
 DQ2857_ROD/PIPE-DEPTH: 10.1 meters
 DQ2857
 DQ2857  HISTORY     - Date     Condition        Report By
 DQ2857  HISTORY     - 20151022 MONUMENTED       MNDT
 DQ2857  HISTORY     - 20250605 GOOD             MNDT
 DQ2857
 DQ2857                          STATION DESCRIPTION
 DQ2857
 DQ2857'DESCRIBED BY MN DEPT OF TRANSP 2015
 DQ2857'THE MARK IS LOCATED ABOUT IN ALEXANDRIA.
 DQ2857'
 DQ2857'TO REACH THE MARK GO 2.8 MI (4.5 KM) NORTH ALONG TRUNK HIGHWAY 29 FROM
 DQ2857'THE JUNCTION OF TRUNK HIGHWAY 29 AND INTERSTATE HIGHWAY 94 IN
 DQ2857'ALEXANDRIA, AT TRUNK HIGHWAY 29 MILE POINT 79.80.
 DQ2857'
 DQ2857'THE MARK IS LOCATED 46.7 FT (14.2 M) WEST OF TRUNK HIGHWAY 29, 182.4
 DQ2857'FT (55.6 M) NORTH OF NINTH AVENUE WEST, 44.7 FT (13.6 M) NORTH OF
 DQ2857'LIGHT POLE, 1.5 FT (0.5 M) EAST OF CHAIN LINK FENCE, 1.4 FT (0.4 M)
 DQ2857'EAST OF A WITNESS POST.
 DQ2857'
 DQ2857'NOTE-THE STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM ROD
 DQ2857'DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION REMOVABLE DISK
 DQ2857'SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH PVC
 DQ2857'PIPE BACK FILLED WITH WASHED SAND.
 DQ2857
 DQ2857                          STATION RECOVERY (2025)
 DQ2857
 DQ2857'RECOVERY NOTE BY MN DEPT OF TRANSP 2025 (KMS)
 DQ2857'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DP6451 ***********************************************************************
 DP6451  DESIGNATION -  2103 F
 DP6451  PID         -  DP6451
 DP6451  STATE/COUNTY-  MN/DOUGLAS
 DP6451  COUNTRY     -  US
 DP6451  USGS QUAD   -  ALEXANDRIA EAST (2019)
 DP6451
 DP6451                         *CURRENT SURVEY CONTROL
 DP6451  ______________________________________________________________________
 DP6451* NAD 83(2011) POSITION- 45 55 59.39242(N) 095 18 56.21291(W)   ADJUSTED
 DP6451* NAD 83(2011) ELLIP HT-   397.254 (meters)        (02/26/15)   ADJUSTED
 DP6451* NAD 83(2011) EPOCH   -  2010.00
 DP6451* NAVD 88 ORTHO HEIGHT -   423.5   (meters)     1389.    (feet) GPS OBS
 DP6451  ______________________________________________________________________
 DP6451  NAVD 88 orthometric height was determined with geoid model    GEOID12A
 DP6451  GEOID HEIGHT    -        -26.195 (meters)                     GEOID12A
 DP6451  GEOID HEIGHT    -        -26.205 (meters)                     GEOID18
 DP6451  NAD 83(2011) X  -   -411,694.995 (meters)                     COMP
 DP6451  NAD 83(2011) Y  - -4,424,826.011 (meters)                     COMP
 DP6451  NAD 83(2011) Z  -  4,560,369.383 (meters)                     COMP
 DP6451  LAPLACE CORR    -         -0.79  (seconds)                    DEFLEC18
 DP6451
 DP6451  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DP6451  Standards:
 DP6451         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DP6451            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DP6451  -------------------------------------------------------------------
 DP6451  NETWORK    1.05   0.80           0.49   0.33   0.41      0.14638362
 DP6451  -------------------------------------------------------------------
 DP6451  Click here for local accuracies and other accuracy information.
 DP6451
 DP6451.The horizontal coordinates were established by GPS observations
 DP6451.and adjusted by the MN DEPT OF TRANSP in February 2015.
 DP6451
 DP6451.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DP6451.been affixed to the stable North American tectonic plate. See 
 DP6451.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DP6451
 DP6451.The horizontal coordinates are valid at the epoch date displayed above
 DP6451.which is a decimal equivalence of Year/Month/Day.
 DP6451
 DP6451.The orthometric height was determined by GPS observations and a
 DP6451.high-resolution geoid model.
 DP6451
 DP6451.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP6451.GEOID18 height accuracy estimate available here.
 DP6451
 DP6451.Click photographs - Photos may exist for this station.
 DP6451
 DP6451.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DP6451
 DP6451.The Laplace correction was computed from DEFLEC18 derived deflections.
 DP6451
 DP6451.The ellipsoidal height was determined by GPS observations
 DP6451.and is referenced to NAD 83.
 DP6451
 DP6451. The following values were computed from the NAD 83(2011) position.
 DP6451
 DP6451;                    North         East     Units Scale Factor Converg.
 DP6451;SPC MN C     -   204,273.506   717,361.556   MT  0.99994647   -0 46 15.1
 DP6451;SPC MN C     -   670,187.33  2,353,543.70   sFT  0.99994647   -0 46 15.1
 DP6451;UTM  15      - 5,089,228.906   320,482.360   MT  0.99999619   -1 39 51.4
 DP6451
 DP6451!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DP6451!SPC MN C     -   0.99993773  x   0.99994647  =   0.99988420
 DP6451!UTM  15      -   0.99993773  x   0.99999619  =   0.99993392
 DP6451
 DP6451:                Primary Azimuth Mark                     Grid Az
 DP6451:SPC MN C     -  2103 W                                   009 35 04.5
 DP6451:UTM  15      -  2103 W                                   010 28 40.8
 DP6451
 DP6451_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUL2048289228(NAD 83)
 DP6451
 DP6451|---------------------------------------------------------------------|
 DP6451| PID    Reference Object                     Distance      Geod. Az  |
 DP6451|                                                           dddmmss.s |
 DP6451| DP6457 2103 W                              APPROX. 1.6 KM 0084849.4 |
 DP6451|---------------------------------------------------------------------|
 DP6451
 DP6451                          SUPERSEDED SURVEY CONTROL
 DP6451
 DP6451.No superseded survey control is available for this station.
 DP6451
 DP6451_MARKER: DB = BENCH MARK DISK
 DP6451_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 DP6451_STAMPING: 2103 F 1957
 DP6451_MARK LOGO: MNHD
 DP6451_PROJECTION: RECESSED 8 CENTIMETERS
 DP6451_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DP6451_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DP6451_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP6451+SATELLITE: SATELLITE OBSERVATIONS - February 23, 2012
 DP6451
 DP6451  HISTORY     - Date     Condition        Report By
 DP6451  HISTORY     - 19570401 MONUMENTED       MNHD
 DP6451  HISTORY     - 20120223 GOOD             MNDT
 DP6451
 DP6451                          STATION DESCRIPTION
 DP6451
 DP6451'DESCRIBED BY MN DEPT OF TRANSP 2012 (BXS)
 DP6451'4.5 MILES NORTH OF ALEXANDRIA, 4.2 MILES NORTHEAST ALONG TRUNK HIGHWAY
 DP6451'29 FROM NORTHEAST JUNCTION OF TRUNK HIGHWAY 29 AND TRUNK HIGHWAY 27 IN
 DP6451'ALEXANDRIA, AT TRUNK HIGHWAY 29 MILEPOST 85, 74.9 FEET EAST-NORTHEAST
 DP6451'OF TRUNK HIGHWAY 29, 36.6 FEET SOUTH OF COUNTY ROAD 20, 11.0 FEET
 DP6451'NORTH OF POWER TRANSFORMER BOX, 0.1 FOOT EAST OF WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DQ2852 ***********************************************************************
 DQ2852  HT_MOD      -  This is a Height Modernization Survey Station.
 DQ2852  DESIGNATION -  2103 J
 DQ2852  PID         -  DQ2852
 DQ2852  STATE/COUNTY-  MN/DOUGLAS
 DQ2852  COUNTRY     -  US
 DQ2852  USGS QUAD   -  ALEXANDRIA EAST (2019)
 DQ2852
 DQ2852                         *CURRENT SURVEY CONTROL
 DQ2852  ______________________________________________________________________
 DQ2852* NAD 83(2011) POSITION- 45 59 29.45463(N) 095 18 45.87743(W)   ADJUSTED
 DQ2852* NAD 83(2011) ELLIP HT-   394.895 (meters)        (07/14/25)   ADJUSTED
 DQ2852* NAD 83(2011) EPOCH   -  2010.00
 DQ2852* NAVD 88 ORTHO HEIGHT -   421.18  (meters)     1381.8   (feet) GPS OBS
 DQ2852  ______________________________________________________________________
 DQ2852  GEOID HEIGHT    -        -26.275 (meters)                     GEOID18
 DQ2852  NAD 83(2011) X  -   -411,041.390 (meters)                     COMP
 DQ2852  NAD 83(2011) Y  - -4,420,202.279 (meters)                     COMP
 DQ2852  NAD 83(2011) Z  -  4,564,876.382 (meters)                     COMP
 DQ2852  LAPLACE CORR    -         -0.63  (seconds)                    DEFLEC18
 DQ2852
 DQ2852  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DQ2852  Standards:
 DQ2852         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DQ2852            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DQ2852  -------------------------------------------------------------------
 DQ2852  NETWORK    0.39   0.67           0.18   0.13   0.34     -0.02931805
 DQ2852  -------------------------------------------------------------------
 DQ2852  Click here for local accuracies and other accuracy information.
 DQ2852
 DQ2852.The horizontal coordinates were established by GPS observations
 DQ2852.and adjusted by the MN DEPT OF TRANSP in July 2025.
 DQ2852
 DQ2852.Refers to NAD 83 (2011) epoch 2010.00 coordinates where the reference 
 DQ2852.frame has been affixed to the stable North American tectonic plate 
 DQ2852
 DQ2852.The horizontal coordinates are valid at the epoch date displayed above
 DQ2852.which is a decimal equivalence of Year/Month/Day.
 DQ2852
 DQ2852.The orthometric height was determined by GPS observations and a
 DQ2852.high-resolution geoid model using precise GPS observation and
 DQ2852.processing techniques.
 DQ2852
 DQ2852.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ2852.GEOID18 height accuracy estimate available here.
 DQ2852
 DQ2852.Click photographs - Photos may exist for this station.
 DQ2852
 DQ2852.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DQ2852
 DQ2852.The Laplace correction was computed from DEFLEC18 derived deflections.
 DQ2852
 DQ2852.The ellipsoidal height was determined by GPS observations
 DQ2852.and is referenced to NAD 83.
 DQ2852
 DQ2852. The following values were computed from the NAD 83(2011) position.
 DQ2852
 DQ2852;                    North         East     Units Scale Factor Converg.
 DQ2852;SPC MN C     -   210,755.267   717,671.202   MT  0.99993989   -0 46 07.6
 DQ2852;SPC MN C     -   691,452.91  2,354,559.60   sFT  0.99993989   -0 46 07.6
 DQ2852;UTM  15      - 5,095,705.383   320,893.150   MT  0.99999438   -1 39 49.9
 DQ2852
 DQ2852!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DQ2852!SPC MN C     -   0.99993810  x   0.99993989  =   0.99987799
 DQ2852!UTM  15      -   0.99993810  x   0.99999438  =   0.99993248
 DQ2852
 DQ2852_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUL2089395705(NAD 83)
 DQ2852
 DQ2852                          SUPERSEDED SURVEY CONTROL
 DQ2852
 DQ2852  NAVD 88 (02/13/18)  421.112  (m)         1381.60   (f) ADJUSTED    2 1
 DQ2852
 DQ2852.Superseded values are not recommended for survey control.
 DQ2852
 DQ2852.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DQ2852.See file dsdata.pdf to determine how the superseded data were derived.
 DQ2852
 DQ2852_MARKER: DB = BENCH MARK DISK
 DQ2852_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 DQ2852_STAMPING: 2103 J 1962
 DQ2852_MARK LOGO: MNHD
 DQ2852_PROJECTION: PROJECTING 5 CENTIMETERS
 DQ2852_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DQ2852_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DQ2852_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ2852+SATELLITE: SATELLITE OBSERVATIONS - April 24, 2025
 DQ2852
 DQ2852  HISTORY     - Date     Condition        Report By
 DQ2852  HISTORY     - 19620401 MONUMENTED       MNHD
 DQ2852  HISTORY     - 20150923 GOOD             MNDT
 DQ2852  HISTORY     - 20250424 GOOD             MNDT
 DQ2852
 DQ2852                          STATION DESCRIPTION
 DQ2852
 DQ2852'DESCRIBED BY MN DEPT OF TRANSP 2015 (KMS)
 DQ2852'THE MARK IS LOCATED ABOUT 1.7 MI (2.7 KM) NORTH OF CARLOS.
 DQ2852'
 DQ2852'TO REACH THE MARK GO 1.0 MI (1.6 KM) NORTH ALONG TRUNK HIGHWAY 29
 DQ2852'FROM THE JUNCTION OF TRUNK HIGHWAY 29 AND COUNTY ROAD 13 AND COUNTY
 DQ2852'ROAD 42 (JUNCTION IS 1.0 MI (1.6 KM) WEST OF CARLOS), AT TRUNK HIGHWAY
 DQ2852'29 MILE POINT 89.05.
 DQ2852'
 DQ2852'THE MARK IS LOCATED 75.0 FT (22.9 M) WEST OF TRUNK HIGHWAY 29, 150.0
 DQ2852'FT (45.7 M) NORTH OF COUNTY ROAD 38, 113.0 FT (34.4 M) SOUTH OF A
 DQ2852'FIELD ENTRANCE, 0.2 FT (6 CM) SOUTHEAST OF A WITNESS POST AND
 DQ2852'RIGHT-OF-WAY POST.
 DQ2852
 DQ2852                          STATION RECOVERY (2025)
 DQ2852
 DQ2852'RECOVERY NOTE BY MN DEPT OF TRANSP 2025 (KMS)
 DQ2852'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DQ2849 ***********************************************************************
 DQ2849  DESIGNATION -  2103 K
 DQ2849  PID         -  DQ2849
 DQ2849  STATE/COUNTY-  MN/DOUGLAS
 DQ2849  COUNTRY     -  US
 DQ2849  USGS QUAD   -  LAKE MILTONA EAST (2019)
 DQ2849
 DQ2849                         *CURRENT SURVEY CONTROL
 DQ2849  ______________________________________________________________________
 DQ2849* NAD 83(1986) POSITION- 46 00 34.75   (N) 095 18 44.05   (W)   HD_HELD1
 DQ2849* NAVD 88 ORTHO HEIGHT -   424.246 (meters)     1391.88  (feet) ADJUSTED
 DQ2849  ______________________________________________________________________
 DQ2849  GEOID HEIGHT    -        -26.304 (meters)                     GEOID18
 DQ2849  DYNAMIC HEIGHT  -        424.246 (meters)     1391.88  (feet) COMP
 DQ2849  MODELED GRAVITY -    980,601.7   (mgal)                       NAVD 88
 DQ2849
 DQ2849  VERT ORDER      -  SECOND    CLASS I
 DQ2849
 DQ2849.The horizontal coordinates were determined by differentially corrected
 DQ2849.hand held GPS observations or other comparable positioning techniques
 DQ2849.and have an estimated accuracy of +/- 3 meters.
 DQ2849
 DQ2849.The orthometric height was determined by differential leveling and
 DQ2849.adjusted by the NATIONAL GEODETIC SURVEY
 DQ2849.in February 2018.
 DQ2849
 DQ2849.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ2849.GEOID18 height accuracy estimate available here.
 DQ2849
 DQ2849.Click photographs - Photos may exist for this station.
 DQ2849
 DQ2849.The dynamic height is computed by dividing the NAVD 88
 DQ2849.geopotential number by the normal gravity value computed on the
 DQ2849.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ2849.degrees latitude (g = 980.6199 gals.).
 DQ2849
 DQ2849.The modeled gravity was interpolated from observed gravity values.
 DQ2849
 DQ2849;                    North         East    Units  Estimated Accuracy
 DQ2849;SPC MN C     -   212,770.5     717,737.6     MT  (+/- 3 meters HH1 GPS) 
 DQ2849
 DQ2849_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUL2099097719(NAD 83)
 DQ2849
 DQ2849                          SUPERSEDED SURVEY CONTROL
 DQ2849
 DQ2849.No superseded survey control is available for this station.
 DQ2849
 DQ2849_MARKER: DB = BENCH MARK DISK
 DQ2849_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 DQ2849_STAMPING: 2103 K 1962
 DQ2849_MARK LOGO: MNHD
 DQ2849_PROJECTION: FLUSH
 DQ2849_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DQ2849_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DQ2849_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ2849+SATELLITE: SATELLITE OBSERVATIONS - September 23, 2015
 DQ2849
 DQ2849  HISTORY     - Date     Condition        Report By
 DQ2849  HISTORY     - 19620401 MONUMENTED       MNHD
 DQ2849  HISTORY     - 20150923 GOOD             MNDT
 DQ2849
 DQ2849                          STATION DESCRIPTION
 DQ2849
 DQ2849'DESCRIBED BY MN DEPT OF TRANSP 2015 (KMS)
 DQ2849'THE MARK IS LOCATED ABOUT 3.05 MI (4.91 KM) NORTH-NORTHWEST OF CARLOS.
 DQ2849'TO REACH THE MARK GO 3.0 MI (4.8 KM) NORTH ALONG TRUNK HIGHWAY 29 FROM
 DQ2849'THE JUNCTION OF TRUNK HIGHWAY 29, COUNTY ROAD 42 AND COUNTY ROAD 13
 DQ2849'(JUNCTION IS 1.0 MI (1.6 KM) WEST OF CARLOS), AT TRUNK HIGHWAY 29 MILE
 DQ2849'POINT 90.95.
 DQ2849'
 DQ2849'THE MARK IS LOCATED 106.5 FT (32.5 M) EAST OF TRUNK HIGHWAY 29, 101.2
 DQ2849'FT (30.8 M) SOUTH OF COUNTY ROAD 5, 48.3 FT (14.7 M) SOUTH OF POWER
 DQ2849'POLE NUMBER RUM1X6, 0.7 FT (21 CM) NORTH OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DQ2847 ***********************************************************************
 DQ2847  DESIGNATION -  2103 L
 DQ2847  PID         -  DQ2847
 DQ2847  STATE/COUNTY-  MN/DOUGLAS
 DQ2847  COUNTRY     -  US
 DQ2847  USGS QUAD   -  LAKE MILTONA EAST (2019)
 DQ2847
 DQ2847                         *CURRENT SURVEY CONTROL
 DQ2847  ______________________________________________________________________
 DQ2847* NAD 83(1986) POSITION- 46 01 11.     (N) 095 18 44.     (W)   SCALED
 DQ2847* NAVD 88 ORTHO HEIGHT -   429.506 (meters)     1409.14  (feet) ADJUSTED
 DQ2847  ______________________________________________________________________
 DQ2847  GEOID HEIGHT    -        -26.323 (meters)                     GEOID18
 DQ2847  DYNAMIC HEIGHT  -        429.505 (meters)     1409.13  (feet) COMP
 DQ2847  MODELED GRAVITY -    980,600.8   (mgal)                       NAVD 88
 DQ2847
 DQ2847  VERT ORDER      -  SECOND    CLASS I
 DQ2847
 DQ2847.The horizontal coordinates were scaled from a map and have
 DQ2847.an estimated accuracy of +/- 6 seconds.
 DQ2847
 DQ2847.The orthometric height was determined by differential leveling and
 DQ2847.adjusted by the NATIONAL GEODETIC SURVEY
 DQ2847.in February 2018.
 DQ2847
 DQ2847.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ2847.GEOID18 height accuracy estimate available here.
 DQ2847
 DQ2847.Click photographs - Photos may exist for this station.
 DQ2847
 DQ2847.The dynamic height is computed by dividing the NAVD 88
 DQ2847.geopotential number by the normal gravity value computed on the
 DQ2847.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ2847.degrees latitude (g = 980.6199 gals.).
 DQ2847
 DQ2847.The modeled gravity was interpolated from observed gravity values.
 DQ2847
 DQ2847;                    North         East    Units  Estimated Accuracy
 DQ2847;SPC MN C     -   213,890.      717,750.      MT  (+/- 180 meters Scaled)
 DQ2847
 DQ2847_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUL210988(NAD 83)
 DQ2847
 DQ2847                          SUPERSEDED SURVEY CONTROL
 DQ2847
 DQ2847.No superseded survey control is available for this station.
 DQ2847
 DQ2847_MARKER: DB = BENCH MARK DISK
 DQ2847_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 DQ2847_STAMPING: 2103 L 1962
 DQ2847_MARK LOGO: MNHD
 DQ2847_PROJECTION: RECESSED 8 CENTIMETERS
 DQ2847_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DQ2847_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DQ2847_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DQ2847+SATELLITE: SATELLITE OBSERVATIONS - March 01, 2016
 DQ2847
 DQ2847  HISTORY     - Date     Condition        Report By
 DQ2847  HISTORY     - 19620401 MONUMENTED       MNHD
 DQ2847  HISTORY     - 20160301 GOOD             MNDT
 DQ2847
 DQ2847                          STATION DESCRIPTION
 DQ2847
 DQ2847'DESCRIBED BY MN DEPT OF TRANSP 2016 (TWM)
 DQ2847'THE MARK IS LOCATED ABOUT 3.05 MI (4.91 KM) NORTH-NORTHWEST OF CARLOS.
 DQ2847'TO REACH THE MARK GO 3.0 MI (4.8 KM) NORTH ALONG TRUNK HIGHWAY 29
 DQ2847'FROM THE JUNCTION OF TRUNK HIGHWAY 29, COUNTY ROAD 42 AND COUNTY ROAD
 DQ2847'13 (JUNCTION IS 1.0 MI (1.6 KM) WEST OF CARLOS), AT TRUNK HIGHWAY 29
 DQ2847'MILE POINT 90.95.
 DQ2847'
 DQ2847'THE MARK IS LOCATED 106.5 FT (32.5 M) EAST OF TRUNK HIGHWAY 29, 101.2
 DQ2847'FT (30.8 M) SOUTH OF COUNTY ROAD 5, 48.3 FT (14.7 M) SOUTH OF POWER
 DQ2847'POLE NUMBER RUM1X6, 0.7 FT (21 CM) NORTH OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DQ2845 ***********************************************************************
 DQ2845  DESIGNATION -  2103 M
 DQ2845  PID         -  DQ2845
 DQ2845  STATE/COUNTY-  MN/DOUGLAS
 DQ2845  COUNTRY     -  US
 DQ2845  USGS QUAD   -  LAKE MILTONA EAST (2019)
 DQ2845
 DQ2845                         *CURRENT SURVEY CONTROL
 DQ2845  ______________________________________________________________________
 DQ2845* NAD 83(1986) POSITION- 46 02 02.42   (N) 095 18 45.48   (W)   HD_HELD1
 DQ2845* NAVD 88 ORTHO HEIGHT -   424.629 (meters)     1393.14  (feet) ADJUSTED
 DQ2845  ______________________________________________________________________
 DQ2845  GEOID HEIGHT    -        -26.351 (meters)                     GEOID18
 DQ2845  DYNAMIC HEIGHT  -        424.628 (meters)     1393.13  (feet) COMP
 DQ2845  MODELED GRAVITY -    980,599.1   (mgal)                       NAVD 88
 DQ2845
 DQ2845  VERT ORDER      -  SECOND    CLASS I
 DQ2845
 DQ2845.The horizontal coordinates were determined by differentially corrected
 DQ2845.hand held GPS observations or other comparable positioning techniques
 DQ2845.and have an estimated accuracy of +/- 3 meters.
 DQ2845
 DQ2845.The orthometric height was determined by differential leveling and
 DQ2845.adjusted by the NATIONAL GEODETIC SURVEY
 DQ2845.in February 2018.
 DQ2845
 DQ2845.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ2845.GEOID18 height accuracy estimate available here.
 DQ2845
 DQ2845.Click photographs - Photos may exist for this station.
 DQ2845
 DQ2845.The dynamic height is computed by dividing the NAVD 88
 DQ2845.geopotential number by the normal gravity value computed on the
 DQ2845.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ2845.degrees latitude (g = 980.6199 gals.).
 DQ2845
 DQ2845.The modeled gravity was interpolated from observed gravity values.
 DQ2845
 DQ2845;                    North         East    Units  Estimated Accuracy
 DQ2845;SPC MN C     -   215,477.3     717,743.1     MT  (+/- 3 meters HH1 GPS) 
 DQ2845
 DQ2845_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUM2103800425(NAD 83)
 DQ2845
 DQ2845                          SUPERSEDED SURVEY CONTROL
 DQ2845
 DQ2845.No superseded survey control is available for this station.
 DQ2845
 DQ2845_MARKER: DB = BENCH MARK DISK
 DQ2845_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 DQ2845_STAMPING: 2103 M 1962
 DQ2845_MARK LOGO: MNHD
 DQ2845_PROJECTION: FLUSH
 DQ2845_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DQ2845_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DQ2845_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DQ2845+SATELLITE: SATELLITE OBSERVATIONS - March 01, 2016
 DQ2845
 DQ2845  HISTORY     - Date     Condition        Report By
 DQ2845  HISTORY     - 19620401 MONUMENTED       MNHD
 DQ2845  HISTORY     - 20160301 GOOD             MNDT
 DQ2845
 DQ2845                          STATION DESCRIPTION
 DQ2845
 DQ2845'DESCRIBED BY MN DEPT OF TRANSP 2016 (TWM)
 DQ2845'THE MARK IS LOCATED ABOUT 1.5 MI (2.4 KM) SOUTHWEST OF MILTONA.
 DQ2845'
 DQ2845'TO REACH THE MARK GO 1.0 MI (1.6 KM) SOUTH ALONG TRUNK HIGHWAY 29
 DQ2845'FROM THE JUNCTION OF TRUNK HIGHWAY 29 AND COUNTY ROAD 14 EAST
 DQ2845'(JUNCTION IS 1.0 MI (1.6 KM) WEST OF MILTONA), AT TRUNK HIGHWAY 29
 DQ2845'MILE POINT 91.95.
 DQ2845'
 DQ2845'THE MARK IS LOCATED 75.0 FT (22.9 M) WEST OF TRUNK HIGHWAY 29, 130.0
 DQ2845'FT (39.6 M) SOUTH OF WILLOW ROAD, 2.5 FT (0.8 M) SOUTHWEST OF POWER
 DQ2845'POLE NUMBER RUMP306 WITH GUY WIRE, 1.3 FT (0.4 M) NORTH OF A WITNESS
 DQ2845'POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DP6452 ***********************************************************************
 DP6452  DESIGNATION -  2103 N
 DP6452  PID         -  DP6452
 DP6452  STATE/COUNTY-  MN/DOUGLAS
 DP6452  COUNTRY     -  US
 DP6452  USGS QUAD   -  LAKE MILTONA EAST (2019)
 DP6452
 DP6452                         *CURRENT SURVEY CONTROL
 DP6452  ______________________________________________________________________
 DP6452* NAD 83(2011) POSITION- 46 02 53.42976(N) 095 18 54.42573(W)   ADJUSTED
 DP6452* NAD 83(2011) ELLIP HT-   404.676 (meters)        (02/26/15)   ADJUSTED
 DP6452* NAD 83(2011) EPOCH   -  2010.00
 DP6452* NAVD 88 ORTHO HEIGHT -   431.063 (meters)     1414.25  (feet) ADJUSTED
 DP6452  ______________________________________________________________________
 DP6452  GEOID HEIGHT    -        -26.380 (meters)                     GEOID18
 DP6452  NAD 83(2011) X  -   -410,805.386 (meters)                     COMP
 DP6452  NAD 83(2011) Y  - -4,415,679.412 (meters)                     COMP
 DP6452  NAD 83(2011) Z  -  4,569,256.965 (meters)                     COMP
 DP6452  LAPLACE CORR    -         -0.47  (seconds)                    DEFLEC18
 DP6452  DYNAMIC HEIGHT  -        431.061 (meters)     1414.24  (feet) COMP
 DP6452  MODELED GRAVITY -    980,597.0   (mgal)                       NAVD 88
 DP6452
 DP6452  VERT ORDER      -  SECOND    CLASS I
 DP6452
 DP6452  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DP6452  Standards:
 DP6452         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DP6452            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DP6452  -------------------------------------------------------------------
 DP6452  NETWORK    0.82   0.67           0.39   0.25   0.34      0.07517759
 DP6452  -------------------------------------------------------------------
 DP6452  Click here for local accuracies and other accuracy information.
 DP6452
 DP6452.The horizontal coordinates were established by GPS observations
 DP6452.and adjusted by the MN DEPT OF TRANSP in February 2015.
 DP6452
 DP6452.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DP6452.been affixed to the stable North American tectonic plate. See 
 DP6452.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DP6452
 DP6452.The horizontal coordinates are valid at the epoch date displayed above
 DP6452.which is a decimal equivalence of Year/Month/Day.
 DP6452
 DP6452.The orthometric height was determined by differential leveling and
 DP6452.adjusted by the NATIONAL GEODETIC SURVEY
 DP6452.in February 2018.
 DP6452
 DP6452.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP6452.GEOID18 height accuracy estimate available here.
 DP6452
 DP6452.Click photographs - Photos may exist for this station.
 DP6452
 DP6452.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DP6452
 DP6452.The Laplace correction was computed from DEFLEC18 derived deflections.
 DP6452
 DP6452.The ellipsoidal height was determined by GPS observations
 DP6452.and is referenced to NAD 83.
 DP6452
 DP6452.The dynamic height is computed by dividing the NAVD 88
 DP6452.geopotential number by the normal gravity value computed on the
 DP6452.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP6452.degrees latitude (g = 980.6199 gals.).
 DP6452
 DP6452.The modeled gravity was interpolated from observed gravity values.
 DP6452
 DP6452. The following values were computed from the NAD 83(2011) position.
 DP6452
 DP6452;                    North         East     Units Scale Factor Converg.
 DP6452;SPC MN C     -   217,054.601   717,571.946   MT  0.99993448   -0 46 13.8
 DP6452;SPC MN C     -   712,119.97  2,354,233.96   sFT  0.99993448   -0 46 13.8
 DP6452;UTM  15      - 5,102,005.860   320,892.397   MT  0.99999437   -1 40 01.7
 DP6452
 DP6452!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DP6452!SPC MN C     -   0.99993656  x   0.99993448  =   0.99987105
 DP6452!UTM  15      -   0.99993656  x   0.99999437  =   0.99993093
 DP6452
 DP6452:                Primary Azimuth Mark                     Grid Az
 DP6452:SPC MN C     -  EMILY                                    332 36 00.0
 DP6452:UTM  15      -  EMILY                                    333 29 47.9
 DP6452
 DP6452_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUM2089202005(NAD 83)
 DP6452
 DP6452|---------------------------------------------------------------------|
 DP6452| PID    Reference Object                     Distance      Geod. Az  |
 DP6452|                                                           dddmmss.s |
 DP6452| DP6506 EMILY                               478.754 METERS 3314946.2 |
 DP6452|---------------------------------------------------------------------|
 DP6452
 DP6452                          SUPERSEDED SURVEY CONTROL
 DP6452
 DP6452  NAVD 88 (02/26/15)  431.0    (m)  GEOID12A model used  GPS OBS        
 DP6452
 DP6452.Superseded values are not recommended for survey control.
 DP6452
 DP6452.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DP6452.See file dsdata.pdf to determine how the superseded data were derived.
 DP6452
 DP6452_MARKER: DB = BENCH MARK DISK
 DP6452_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 DP6452_STAMPING: 2103 N 1962
 DP6452_MARK LOGO: MNHD
 DP6452_PROJECTION: RECESSED 5 CENTIMETERS
 DP6452_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DP6452_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DP6452_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP6452+SATELLITE: SATELLITE OBSERVATIONS - June 15, 2021
 DP6452
 DP6452  HISTORY     - Date     Condition        Report By
 DP6452  HISTORY     - 19620401 MONUMENTED       MNHD
 DP6452  HISTORY     - 20120306 GOOD             MNDT
 DP6452  HISTORY     - 20150923 GOOD             MNDT
 DP6452  HISTORY     - 20210615 GOOD             MNDT
 DP6452
 DP6452                          STATION DESCRIPTION
 DP6452
 DP6452'DESCRIBED BY MN DEPT OF TRANSP 2012 (MPP)
 DP6452'1.5 MILES NORTHWEST OF MILTONA, AT THE JUNCTION OF TRUNK HIGHWAY 29
 DP6452'AND COUNTY ROAD 14 EAST AND COUNTY ROAD 102 AND NORTH LAKE MILTONA
 DP6452'DRIVE, AT TRUNK HIGHWAY 29 MILE POINT 92.95, 120.0 FEET SOUTH OF NORTH
 DP6452'LAKE MILTONA DRIVE, 120.0 FEET SOUTH OF EXIT TO COUNTY ROAD 14 EAST
 DP6452'AND COUNTY ROAD 102, 75.0 FEET SOUTHWEST OF TRUNK HIGHWAY 29, 2.3 FEET
 DP6452'NORTH OF RIGHT-OF-WAY POST, 0.5 FOOT EAST OF WITNESS POST.
 DP6452
 DP6452                          STATION RECOVERY (2015)
 DP6452
 DP6452'RECOVERY NOTE BY MN DEPT OF TRANSP 2015 (KMS)
 DP6452'RECOVERED AS DESCRIBED.
 DP6452
 DP6452                          STATION RECOVERY (2021)
 DP6452
 DP6452'RECOVERY NOTE BY MN DEPT OF TRANSP 2021 (KMS)
 DP6452'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DP6453 ***********************************************************************
 DP6453  DESIGNATION -  2103 P
 DP6453  PID         -  DP6453
 DP6453  STATE/COUNTY-  MN/DOUGLAS
 DP6453  COUNTRY     -  US
 DP6453  USGS QUAD   -  LAKE MILTONA EAST (2019)
 DP6453
 DP6453                         *CURRENT SURVEY CONTROL
 DP6453  ______________________________________________________________________
 DP6453* NAD 83(2011) POSITION- 46 03 48.12779(N) 095 19 24.04072(W)   ADJUSTED
 DP6453* NAD 83(2011) ELLIP HT-   409.226 (meters)        (02/26/15)   ADJUSTED
 DP6453* NAD 83(2011) EPOCH   -  2010.00
 DP6453* NAVD 88 ORTHO HEIGHT -   435.634 (meters)     1429.24  (feet) ADJUSTED
 DP6453  ______________________________________________________________________
 DP6453  GEOID HEIGHT    -        -26.406 (meters)                     GEOID18
 DP6453  NAD 83(2011) X  -   -411,326.845 (meters)                     COMP
 DP6453  NAD 83(2011) Y  - -4,414,412.705 (meters)                     COMP
 DP6453  NAD 83(2011) Z  -  4,570,432.298 (meters)                     COMP
 DP6453  LAPLACE CORR    -         -0.62  (seconds)                    DEFLEC18
 DP6453  DYNAMIC HEIGHT  -        435.631 (meters)     1429.23  (feet) COMP
 DP6453  MODELED GRAVITY -    980,594.1   (mgal)                       NAVD 88
 DP6453
 DP6453  VERT ORDER      -  SECOND    CLASS I
 DP6453
 DP6453  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DP6453  Standards:
 DP6453         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DP6453            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DP6453  -------------------------------------------------------------------
 DP6453  NETWORK    0.39   0.55           0.18   0.13   0.28      0.02594546
 DP6453  -------------------------------------------------------------------
 DP6453  Click here for local accuracies and other accuracy information.
 DP6453
 DP6453.The horizontal coordinates were established by GPS observations
 DP6453.and adjusted by the MN DEPT OF TRANSP in February 2015.
 DP6453
 DP6453.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DP6453.been affixed to the stable North American tectonic plate. See 
 DP6453.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DP6453
 DP6453.The horizontal coordinates are valid at the epoch date displayed above
 DP6453.which is a decimal equivalence of Year/Month/Day.
 DP6453
 DP6453.The orthometric height was determined by differential leveling and
 DP6453.adjusted by the NATIONAL GEODETIC SURVEY
 DP6453.in February 2018.
 DP6453
 DP6453.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP6453.GEOID18 height accuracy estimate available here.
 DP6453
 DP6453.Click photographs - Photos may exist for this station.
 DP6453
 DP6453.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DP6453
 DP6453.The Laplace correction was computed from DEFLEC18 derived deflections.
 DP6453
 DP6453.The ellipsoidal height was determined by GPS observations
 DP6453.and is referenced to NAD 83.
 DP6453
 DP6453.The dynamic height is computed by dividing the NAVD 88
 DP6453.geopotential number by the normal gravity value computed on the
 DP6453.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP6453.degrees latitude (g = 980.6199 gals.).
 DP6453
 DP6453.The modeled gravity was interpolated from observed gravity values.
 DP6453
 DP6453. The following values were computed from the NAD 83(2011) position.
 DP6453
 DP6453;                    North         East     Units Scale Factor Converg.
 DP6453;SPC MN C     -   218,751.767   716,958.240   MT  0.99993320   -0 46 35.2
 DP6453;SPC MN C     -   717,688.09  2,352,220.49   sFT  0.99993320   -0 46 35.2
 DP6453;UTM  15      - 5,103,712.529   320,305.295   MT  0.99999696   -1 40 24.6
 DP6453
 DP6453!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DP6453!SPC MN C     -   0.99993585  x   0.99993320  =   0.99986906
 DP6453!UTM  15      -   0.99993585  x   0.99999696  =   0.99993281
 DP6453
 DP6453_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUM2030503712(NAD 83)
 DP6453
 DP6453                          SUPERSEDED SURVEY CONTROL
 DP6453
 DP6453  NAVD 88 (02/26/15)  435.6    (m)  GEOID12A model used  GPS OBS        
 DP6453
 DP6453.Superseded values are not recommended for survey control.
 DP6453
 DP6453.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DP6453.See file dsdata.pdf to determine how the superseded data were derived.
 DP6453
 DP6453_MARKER: DB = BENCH MARK DISK
 DP6453_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 DP6453_STAMPING: 2103 P 1962
 DP6453_MARK LOGO: MNHD
 DP6453_PROJECTION: PROJECTING 25 CENTIMETERS
 DP6453_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DP6453_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DP6453_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP6453+SATELLITE: SATELLITE OBSERVATIONS - April 24, 2025
 DP6453
 DP6453  HISTORY     - Date     Condition        Report By
 DP6453  HISTORY     - 19620401 MONUMENTED       MNHD
 DP6453  HISTORY     - 20120306 GOOD             MNDT
 DP6453  HISTORY     - 20150923 GOOD             MNDT
 DP6453  HISTORY     - 20250424 GOOD             MNDT
 DP6453
 DP6453                          STATION DESCRIPTION
 DP6453
 DP6453'DESCRIBED BY MN DEPT OF TRANSP 2012 (AXL)
 DP6453'2.0 MILES NORTHWEST OF MILTONA, AT JUNCTION OF TRUNK HIGHWAY 29 AND
 DP6453'COUNTY ROAD 14 AND SOUTH LINE OF SECTION 15, AT TRUNK HIGHWAY 29
 DP6453'STATION 1257+86, AT TRUNK HIGHWAY 29 MILE POINT 94.15, 75.0 FEET WEST
 DP6453'OF TRUNK HIGHWAY 29, 60.0 FEET NORTH OF COUNTY ROAD 14, 14.6 FEET
 DP6453'NORTH OF POWER POLE WITH 3 GUY WIRES, 0.7 FOOT EAST OF WITNESS POST.
 DP6453
 DP6453                          STATION RECOVERY (2015)
 DP6453
 DP6453'RECOVERY NOTE BY MN DEPT OF TRANSP 2015 (KMS)
 DP6453'RECOVERED AS DESCRIBED.
 DP6453
 DP6453                          STATION RECOVERY (2025)
 DP6453
 DP6453'RECOVERY NOTE BY MN DEPT OF TRANSP 2025 (KMS)
 DP6453'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DQ2843 ***********************************************************************
 DQ2843  DESIGNATION -  2103 R
 DQ2843  PID         -  DQ2843
 DQ2843  STATE/COUNTY-  MN/DOUGLAS
 DQ2843  COUNTRY     -  US
 DQ2843  USGS QUAD   -  LAKE MILTONA EAST (2019)
 DQ2843
 DQ2843                         *CURRENT SURVEY CONTROL
 DQ2843  ______________________________________________________________________
 DQ2843* NAD 83(2011) POSITION- 46 04 40.04401(N) 095 19 23.02035(W)   ADJUSTED
 DQ2843* NAD 83(2011) ELLIP HT-   405.816 (meters)        (07/14/25)   ADJUSTED
 DQ2843* NAD 83(2011) EPOCH   -  2010.00
 DQ2843* NAVD 88 ORTHO HEIGHT -   432.251 (meters)     1418.14  (feet) ADJUSTED
 DQ2843  ______________________________________________________________________
 DQ2843  GEOID HEIGHT    -        -26.431 (meters)                     GEOID18
 DQ2843  NAD 83(2011) X  -   -411,197.682 (meters)                     COMP
 DQ2843  NAD 83(2011) Y  - -4,413,262.851 (meters)                     COMP
 DQ2843  NAD 83(2011) Z  -  4,571,541.996 (meters)                     COMP
 DQ2843  LAPLACE CORR    -         -0.68  (seconds)                    DEFLEC18
 DQ2843  DYNAMIC HEIGHT  -        432.247 (meters)     1418.13  (feet) COMP
 DQ2843  MODELED GRAVITY -    980,592.4   (mgal)                       NAVD 88
 DQ2843
 DQ2843  VERT ORDER      -  SECOND    CLASS I
 DQ2843
 DQ2843  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DQ2843  Standards:
 DQ2843         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DQ2843            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DQ2843  -------------------------------------------------------------------
 DQ2843  NETWORK    0.44   0.80           0.20   0.15   0.41      0.00385050
 DQ2843  -------------------------------------------------------------------
 DQ2843  Click here for local accuracies and other accuracy information.
 DQ2843
 DQ2843.The horizontal coordinates were established by GPS observations
 DQ2843.and adjusted by the MN DEPT OF TRANSP in July 2025.
 DQ2843
 DQ2843.Refers to NAD 83 (2011) epoch 2010.00 coordinates where the reference 
 DQ2843.frame has been affixed to the stable North American tectonic plate 
 DQ2843
 DQ2843.The horizontal coordinates are valid at the epoch date displayed above
 DQ2843.which is a decimal equivalence of Year/Month/Day.
 DQ2843
 DQ2843.The orthometric height was determined by differential leveling and
 DQ2843.adjusted by the NATIONAL GEODETIC SURVEY
 DQ2843.in February 2018.
 DQ2843
 DQ2843.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ2843.GEOID18 height accuracy estimate available here.
 DQ2843
 DQ2843.Click photographs - Photos may exist for this station.
 DQ2843
 DQ2843.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DQ2843
 DQ2843.The Laplace correction was computed from DEFLEC18 derived deflections.
 DQ2843
 DQ2843.The ellipsoidal height was determined by GPS observations
 DQ2843.and is referenced to NAD 83.
 DQ2843
 DQ2843.The dynamic height is computed by dividing the NAVD 88
 DQ2843.geopotential number by the normal gravity value computed on the
 DQ2843.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ2843.degrees latitude (g = 980.6199 gals.).
 DQ2843
 DQ2843.The modeled gravity was interpolated from observed gravity values.
 DQ2843
 DQ2843. The following values were computed from the NAD 83(2011) position.
 DQ2843
 DQ2843;                    North         East     Units Scale Factor Converg.
 DQ2843;SPC MN C     -   220,354.167   717,001.882   MT  0.99993204   -0 46 34.5
 DQ2843;SPC MN C     -   722,945.30  2,352,363.67   sFT  0.99993204   -0 46 34.5
 DQ2843;UTM  15      - 5,105,314.152   320,374.028   MT  0.99999666   -1 40 25.3
 DQ2843
 DQ2843!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DQ2843!SPC MN C     -   0.99993639  x   0.99993204  =   0.99986843
 DQ2843!UTM  15      -   0.99993639  x   0.99999666  =   0.99993305
 DQ2843
 DQ2843_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUM2037405314(NAD 83)
 DQ2843
 DQ2843                          SUPERSEDED SURVEY CONTROL
 DQ2843
 DQ2843.No superseded survey control is available for this station.
 DQ2843
 DQ2843_MARKER: DB = BENCH MARK DISK
 DQ2843_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 DQ2843_STAMPING: 2103 R 1962
 DQ2843_MARK LOGO: MNHD
 DQ2843_PROJECTION: RECESSED 5 CENTIMETERS
 DQ2843_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DQ2843_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DQ2843_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ2843+SATELLITE: SATELLITE OBSERVATIONS - April 24, 2025
 DQ2843
 DQ2843  HISTORY     - Date     Condition        Report By
 DQ2843  HISTORY     - 19620401 MONUMENTED       MNHD
 DQ2843  HISTORY     - 20150923 GOOD             MNDT
 DQ2843  HISTORY     - 20250424 GOOD             MNDT
 DQ2843
 DQ2843                          STATION DESCRIPTION
 DQ2843
 DQ2843'DESCRIBED BY MN DEPT OF TRANSP 2015 (KMS)
 DQ2843'THE MARK IS LOCATED ABOUT 6.9 MI (11.1 KM) NORTH OF CARLOS.
 DQ2843'
 DQ2843'TO REACH THE MARK GO 7.05 MI (11.34 KM) NORTH ALONG TRUNK HIGHWAY 29
 DQ2843'FROM THE JUNCTION OF TRUNK HIGHWAY 29 AND COUNTY ROAD 42 AND COUNTY
 DQ2843'ROAD 13 (JUNCTION IS 1.0 MI (1.6 KM) WEST OF CARLOS), AT TRUNK HIGHWAY
 DQ2843'29 MILE POINT 95.15, AT TRUNK HIGHWAY 29 STATION 1312+85.
 DQ2843'
 DQ2843'THE MARK IS LOCATED 75.0 FT (22.9 M) EAST OF TRUNK HIGHWAY 29, 57.0 FT
 DQ2843'(17.4 M) NORTH OF COUNTY ROAD 36, 5.3 FT (1.6 M) NORTHWEST OF CABLE
 DQ2843'BOX, 2.0 FT (0.6 M) SOUTH OF A WITNESS POST.
 DQ2843
 DQ2843                          STATION RECOVERY (2025)
 DQ2843
 DQ2843'RECOVERY NOTE BY MN DEPT OF TRANSP 2025 (KMS)
 DQ2843'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DP6454 ***********************************************************************
 DP6454  DESIGNATION -  2103 S
 DP6454  PID         -  DP6454
 DP6454  STATE/COUNTY-  MN/DOUGLAS
 DP6454  COUNTRY     -  US
 DP6454  USGS QUAD   -  LAKE MILTONA EAST (2019)
 DP6454
 DP6454                         *CURRENT SURVEY CONTROL
 DP6454  ______________________________________________________________________
 DP6454* NAD 83(2011) POSITION- 46 05 31.33819(N) 095 19 23.12381(W)   ADJUSTED
 DP6454* NAD 83(2011) ELLIP HT-   408.251 (meters)        (02/26/15)   ADJUSTED
 DP6454* NAD 83(2011) EPOCH   -  2010.00
 DP6454* NAVD 88 ORTHO HEIGHT -   434.706 (meters)     1426.20  (feet) ADJUSTED
 DP6454  ______________________________________________________________________
 DP6454  GEOID HEIGHT    -        -26.455 (meters)                     GEOID18
 DP6454  NAD 83(2011) X  -   -411,094.203 (meters)                     COMP
 DP6454  NAD 83(2011) Y  - -4,412,128.290 (meters)                     COMP
 DP6454  NAD 83(2011) Z  -  4,572,642.297 (meters)                     COMP
 DP6454  LAPLACE CORR    -         -0.75  (seconds)                    DEFLEC18
 DP6454  DYNAMIC HEIGHT  -        434.701 (meters)     1426.18  (feet) COMP
 DP6454  MODELED GRAVITY -    980,590.9   (mgal)                       NAVD 88
 DP6454
 DP6454  VERT ORDER      -  SECOND    CLASS I
 DP6454
 DP6454  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DP6454  Standards:
 DP6454         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DP6454            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DP6454  -------------------------------------------------------------------
 DP6454  NETWORK    0.91   0.74           0.42   0.30   0.38      0.05059682
 DP6454  -------------------------------------------------------------------
 DP6454  Click here for local accuracies and other accuracy information.
 DP6454
 DP6454.The horizontal coordinates were established by GPS observations
 DP6454.and adjusted by the MN DEPT OF TRANSP in February 2015.
 DP6454
 DP6454.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DP6454.been affixed to the stable North American tectonic plate. See 
 DP6454.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DP6454
 DP6454.The horizontal coordinates are valid at the epoch date displayed above
 DP6454.which is a decimal equivalence of Year/Month/Day.
 DP6454
 DP6454.The orthometric height was determined by differential leveling and
 DP6454.adjusted by the NATIONAL GEODETIC SURVEY
 DP6454.in February 2018.
 DP6454
 DP6454.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP6454.GEOID18 height accuracy estimate available here.
 DP6454
 DP6454.Click photographs - Photos may exist for this station.
 DP6454
 DP6454.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DP6454
 DP6454.The Laplace correction was computed from DEFLEC18 derived deflections.
 DP6454
 DP6454.The ellipsoidal height was determined by GPS observations
 DP6454.and is referenced to NAD 83.
 DP6454
 DP6454.The dynamic height is computed by dividing the NAVD 88
 DP6454.geopotential number by the normal gravity value computed on the
 DP6454.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP6454.degrees latitude (g = 980.6199 gals.).
 DP6454
 DP6454.The modeled gravity was interpolated from observed gravity values.
 DP6454
 DP6454. The following values were computed from the NAD 83(2011) position.
 DP6454
 DP6454;                    North         East     Units Scale Factor Converg.
 DP6454;SPC MN C     -   221,937.693   717,021.114   MT  0.99993096   -0 46 34.5
 DP6454;SPC MN C     -   728,140.58  2,352,426.77   sFT  0.99993096   -0 46 34.5
 DP6454;UTM  15      - 5,106,897.286   320,418.070   MT  0.99999646   -1 40 26.9
 DP6454
 DP6454!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DP6454!SPC MN C     -   0.99993600  x   0.99993096  =   0.99986697
 DP6454!UTM  15      -   0.99993600  x   0.99999646  =   0.99993246
 DP6454
 DP6454_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUM2041806897(NAD 83)
 DP6454
 DP6454                          SUPERSEDED SURVEY CONTROL
 DP6454
 DP6454  NAVD 88 (02/26/15)  434.7    (m)  GEOID12A model used  GPS OBS        
 DP6454
 DP6454.Superseded values are not recommended for survey control.
 DP6454
 DP6454.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DP6454.See file dsdata.pdf to determine how the superseded data were derived.
 DP6454
 DP6454_MARKER: DB = BENCH MARK DISK
 DP6454_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 DP6454_STAMPING: 2103 S 1962
 DP6454_MARK LOGO: MNHD
 DP6454_PROJECTION: FLUSH
 DP6454_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DP6454_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DP6454_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DP6454+SATELLITE: SATELLITE OBSERVATIONS - September 23, 2015
 DP6454
 DP6454  HISTORY     - Date     Condition        Report By
 DP6454  HISTORY     - 19620401 MONUMENTED       MNHD
 DP6454  HISTORY     - 20120306 GOOD             MNDT
 DP6454  HISTORY     - 20150923 GOOD             MNDT
 DP6454
 DP6454                          STATION DESCRIPTION
 DP6454
 DP6454'DESCRIBED BY MN DEPT OF TRANSP 2012 (JXG)
 DP6454'3.8 MILES NORTHWEST OF MILTONA, AT THE JUNCTION OF TRUNK HIGHWAY 29
 DP6454'AND COUNTY ROAD 63 WEST, AT TRUNK HIGHWAY 39 MILE POINT 96.15, AT
 DP6454'TRUNK HIGHWAY 29 STATION 1364+77, 74.0 FEET EAST OF TRUNK HIGHWAY 29,
 DP6454'3.7 FEET WEST SOUTHWEST OF FENCE CORNER, 2.0 FEET SOUTH OF EXIT COUNTY
 DP6454'ROAD 63, 3.6 FEET WEST OF WITNESS POST.
 DP6454
 DP6454                          STATION RECOVERY (2015)
 DP6454
 DP6454'RECOVERY NOTE BY MN DEPT OF TRANSP 2015 (KMS)
 DP6454'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DP6455 ***********************************************************************
 DP6455  DESIGNATION -  2103 T
 DP6455  PID         -  DP6455
 DP6455  STATE/COUNTY-  MN/DOUGLAS
 DP6455  COUNTRY     -  US
 DP6455  USGS QUAD   -  LAKE MILTONA EAST (2019)
 DP6455
 DP6455                         *CURRENT SURVEY CONTROL
 DP6455  ______________________________________________________________________
 DP6455* NAD 83(2011) POSITION- 46 06 26.91079(N) 095 19 24.91602(W)   ADJUSTED
 DP6455* NAD 83(2011) ELLIP HT-   412.319 (meters)        (02/26/15)   ADJUSTED
 DP6455* NAD 83(2011) EPOCH   -  2010.00
 DP6455* NAVD 88 ORTHO HEIGHT -   438.797 (meters)     1439.62  (feet) ADJUSTED
 DP6455  ______________________________________________________________________
 DP6455  GEOID HEIGHT    -        -26.480 (meters)                     GEOID18
 DP6455  NAD 83(2011) X  -   -411,018.084 (meters)                     COMP
 DP6455  NAD 83(2011) Y  - -4,410,896.424 (meters)                     COMP
 DP6455  NAD 83(2011) Z  -  4,573,835.086 (meters)                     COMP
 DP6455  LAPLACE CORR    -         -0.96  (seconds)                    DEFLEC18
 DP6455  DYNAMIC HEIGHT  -        438.792 (meters)     1439.60  (feet) COMP
 DP6455  MODELED GRAVITY -    980,589.6   (mgal)                       NAVD 88
 DP6455
 DP6455  VERT ORDER      -  SECOND    CLASS I
 DP6455
 DP6455  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DP6455  Standards:
 DP6455         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DP6455            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DP6455  -------------------------------------------------------------------
 DP6455  NETWORK    0.58   0.65           0.27   0.19   0.33     -0.05431770
 DP6455  -------------------------------------------------------------------
 DP6455  Click here for local accuracies and other accuracy information.
 DP6455
 DP6455.The horizontal coordinates were established by GPS observations
 DP6455.and adjusted by the MN DEPT OF TRANSP in February 2015.
 DP6455
 DP6455.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DP6455.been affixed to the stable North American tectonic plate. See 
 DP6455.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DP6455
 DP6455.The horizontal coordinates are valid at the epoch date displayed above
 DP6455.which is a decimal equivalence of Year/Month/Day.
 DP6455
 DP6455.The orthometric height was determined by differential leveling and
 DP6455.adjusted by the NATIONAL GEODETIC SURVEY
 DP6455.in February 2018.
 DP6455
 DP6455.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP6455.GEOID18 height accuracy estimate available here.
 DP6455
 DP6455.Click photographs - Photos may exist for this station.
 DP6455
 DP6455.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DP6455
 DP6455.The Laplace correction was computed from DEFLEC18 derived deflections.
 DP6455
 DP6455.The ellipsoidal height was determined by GPS observations
 DP6455.and is referenced to NAD 83.
 DP6455
 DP6455.The dynamic height is computed by dividing the NAVD 88
 DP6455.geopotential number by the normal gravity value computed on the
 DP6455.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP6455.degrees latitude (g = 980.6199 gals.).
 DP6455
 DP6455.The modeled gravity was interpolated from observed gravity values.
 DP6455
 DP6455. The following values were computed from the NAD 83(2011) position.
 DP6455
 DP6455;                    North         East     Units Scale Factor Converg.
 DP6455;SPC MN C     -   223,653.792   717,005.876   MT  0.99992986   -0 46 35.8
 DP6455;SPC MN C     -   733,770.82  2,352,376.78   sFT  0.99992986   -0 46 35.8
 DP6455;UTM  15      - 5,108,613.526   320,429.732   MT  0.99999641   -1 40 29.7
 DP6455
 DP6455!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DP6455!SPC MN C     -   0.99993537  x   0.99992986  =   0.99986523
 DP6455!UTM  15      -   0.99993537  x   0.99999641  =   0.99993178
 DP6455
 DP6455_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUM2042908613(NAD 83)
 DP6455
 DP6455                          SUPERSEDED SURVEY CONTROL
 DP6455
 DP6455  NAVD 88 (02/26/15)  438.8    (m)  GEOID12A model used  GPS OBS        
 DP6455
 DP6455.Superseded values are not recommended for survey control.
 DP6455
 DP6455.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DP6455.See file dsdata.pdf to determine how the superseded data were derived.
 DP6455
 DP6455_MARKER: DB = BENCH MARK DISK
 DP6455_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 DP6455_STAMPING: 2103 T 1962
 DP6455_MARK LOGO: MNHD
 DP6455_PROJECTION: FLUSH
 DP6455_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DP6455_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DP6455_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP6455+SATELLITE: SATELLITE OBSERVATIONS - July 25, 2018
 DP6455
 DP6455  HISTORY     - Date     Condition        Report By
 DP6455  HISTORY     - 19620401 MONUMENTED       MNHD
 DP6455  HISTORY     - 20120306 GOOD             MNDT
 DP6455  HISTORY     - 20150923 GOOD             MNDT
 DP6455  HISTORY     - 20180725 GOOD             MNDT
 DP6455
 DP6455                          STATION DESCRIPTION
 DP6455
 DP6455'DESCRIBED BY MN DEPT OF TRANSP 2012 (KXS)
 DP6455'3.3 MILES SOUTH OF PARKERS PRAIRIE, 2.7 MILES SOUTH ALONG TRUNK
 DP6455'HIGHWAY 29 FROM JUNCTION OF TRUNK HIGHWAY 29 AND TRUNK HIGHWAY 235 IN
 DP6455'PARKERS PRAIRIE, AT TRUNK HIGHWAY 29 MILE POINT 97.2, 47.0 FEET EAST
 DP6455'OF TRUNK HIGHWAY 29, 55.0 FEET SOUTH OF NORTH COUNTY LINE, 15.0 FEET
 DP6455'NORTH OF FIELD ENTRANCE, 4.0 FEET WEST OF WITNESS POST.
 DP6455
 DP6455                          STATION RECOVERY (2015)
 DP6455
 DP6455'RECOVERY NOTE BY MN DEPT OF TRANSP 2015 (KMS)
 DP6455'RECOVERED AS DESCRIBED.
 DP6455
 DP6455                          STATION RECOVERY (2018)
 DP6455
 DP6455'RECOVERY NOTE BY MN DEPT OF TRANSP 2018 (MXH)
 DP6455'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DO7524 ***********************************************************************
 DO7524  DESIGNATION -  2103 U
 DO7524  PID         -  DO7524
 DO7524  STATE/COUNTY-  MN/DOUGLAS
 DO7524  COUNTRY     -  US
 DO7524  USGS QUAD   -  ALEXANDRIA EAST (2019)
 DO7524
 DO7524                         *CURRENT SURVEY CONTROL
 DO7524  ______________________________________________________________________
 DO7524* NAD 83(2011) POSITION- 45 54 10.30822(N) 095 21 31.28585(W)   ADJUSTED
 DO7524* NAD 83(2011) ELLIP HT-   399.458 (meters)        (02/26/15)   ADJUSTED
 DO7524* NAD 83(2011) EPOCH   -  2010.00
 DO7524* NAVD 88 ORTHO HEIGHT -   425.623 (meters)     1396.40  (feet) ADJUSTED
 DO7524  ______________________________________________________________________
 DO7524  GEOID HEIGHT    -        -26.159 (meters)                     GEOID18
 DO7524  NAD 83(2011) X  -   -415,247.631 (meters)                     COMP
 DO7524  NAD 83(2011) Y  - -4,426,925.707 (meters)                     COMP
 DO7524  NAD 83(2011) Z  -  4,558,027.770 (meters)                     COMP
 DO7524  LAPLACE CORR    -         -0.68  (seconds)                    DEFLEC18
 DO7524  DYNAMIC HEIGHT  -        425.621 (meters)     1396.39  (feet) COMP
 DO7524  MODELED GRAVITY -    980,596.6   (mgal)                       NAVD 88
 DO7524
 DO7524  VERT ORDER      -  SECOND    CLASS I
 DO7524
 DO7524  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DO7524  Standards:
 DO7524         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DO7524            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DO7524  -------------------------------------------------------------------
 DO7524  NETWORK    0.49   0.57           0.22   0.18   0.29     -0.01427517
 DO7524  -------------------------------------------------------------------
 DO7524  Click here for local accuracies and other accuracy information.
 DO7524
 DO7524.The horizontal coordinates were established by GPS observations
 DO7524.and adjusted by the MN DEPT OF TRANSP in February 2015.
 DO7524
 DO7524.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DO7524.been affixed to the stable North American tectonic plate. See 
 DO7524.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DO7524
 DO7524.The horizontal coordinates are valid at the epoch date displayed above
 DO7524.which is a decimal equivalence of Year/Month/Day.
 DO7524
 DO7524.The orthometric height was determined by differential leveling and
 DO7524.adjusted by the NATIONAL GEODETIC SURVEY
 DO7524.in December 2013.
 DO7524
 DO7524.No vertical observational check was made to the station.
 DO7524
 DO7524.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO7524.GEOID18 height accuracy estimate available here.
 DO7524
 DO7524.Click photographs - Photos may exist for this station.
 DO7524
 DO7524.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DO7524
 DO7524.The Laplace correction was computed from DEFLEC18 derived deflections.
 DO7524
 DO7524.The ellipsoidal height was determined by GPS observations
 DO7524.and is referenced to NAD 83.
 DO7524
 DO7524.The dynamic height is computed by dividing the NAVD 88
 DO7524.geopotential number by the normal gravity value computed on the
 DO7524.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO7524.degrees latitude (g = 980.6199 gals.).
 DO7524
 DO7524.The modeled gravity was interpolated from observed gravity values.
 DO7524
 DO7524. The following values were computed from the NAD 83(2011) position.
 DO7524
 DO7524;                    North         East     Units Scale Factor Converg.
 DO7524;SPC MN C     -   200,951.896   713,974.100   MT  0.99995029   -0 48 07.2
 DO7524;SPC MN C     -   659,289.68  2,342,430.03   sFT  0.99995029   -0 48 07.2
 DO7524;UTM  15      - 5,085,960.306   317,043.361   MT  1.00001152   -1 41 39.8
 DO7524
 DO7524!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DO7524!SPC MN C     -   0.99993738  x   0.99995029  =   0.99988767
 DO7524!UTM  15      -   0.99993738  x   1.00001152  =   0.99994890
 DO7524
 DO7524_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUL1704385960(NAD 83)
 DO7524
 DO7524                          SUPERSEDED SURVEY CONTROL
 DO7524
 DO7524.No superseded survey control is available for this station.
 DO7524
 DO7524_MARKER: I = METAL ROD
 DO7524_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DO7524_STAMPING: 2103 U 2009
 DO7524_MARK LOGO: MNDT
 DO7524_PROJECTION: RECESSED 3 CENTIMETERS
 DO7524_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DO7524_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DO7524_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DO7524+SATELLITE: SATELLITE OBSERVATIONS - June 05, 2025
 DO7524_ROD/PIPE-DEPTH: 9.1 meters
 DO7524
 DO7524  HISTORY     - Date     Condition        Report By
 DO7524  HISTORY     - 20090811 MONUMENTED       MNDT
 DO7524  HISTORY     - 20111010 GOOD             MNDT
 DO7524  HISTORY     - 20150924 GOOD             MNDT
 DO7524  HISTORY     - 20210616 GOOD             MNDT
 DO7524  HISTORY     - 20250605 GOOD             MNDT
 DO7524
 DO7524                          STATION DESCRIPTION
 DO7524
 DO7524'DESCRIBED BY MN DEPT OF TRANSP 2009 (JBG)
 DO7524'IN ALEXANDRIA, 1.1 MI (1.8 KM) NORTHEAST ALONG TRUNK HIGHWAY 29 FROM
 DO7524'THE JUNCTION OF TRUNK HIGHWAY 29 AND TRUNK HIGHWAY 27 EAST IN
 DO7524'NORTHEAST PART OF ALEXANDRIA, AT TRUNK HIGHWAY 29 MILE POINT 81.90,
 DO7524'69.4 FT (21.2 M) NORTHWEST OF TRUNK HIGHWAY 29, 25.1 FT (7.7 M)
 DO7524'SOUTHEAST OF FRONTAGE ROAD, 23.4 FT (7.1 M) SOUTH OF FIRE HYDRANT, 9.8
 DO7524'FT (3.0 M) SOUTH OF POWER POLE WITH GUY WIRE, 1.6 FT (0.5 M) NORTHEAST
 DO7524'OF A WITNESS POST.
 DO7524
 DO7524                          STATION RECOVERY (2011)
 DO7524
 DO7524'RECOVERY NOTE BY MN DEPT OF TRANSP 2011 (TXB)
 DO7524'RECOVERED AS DESCRIBED.
 DO7524
 DO7524                          STATION RECOVERY (2015)
 DO7524
 DO7524'RECOVERY NOTE BY MN DEPT OF TRANSP 2015 (MAS)
 DO7524'RECOVERED AS DESCRIBED.
 DO7524'
 DO7524'NOTE-THE STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM ROD
 DO7524'DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION REMOVABLE DISK
 DO7524'SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH PVC
 DO7524'PIPE BACK FILLED WITH WASHED SAND.
 DO7524
 DO7524                          STATION RECOVERY (2021)
 DO7524
 DO7524'RECOVERY NOTE BY MN DEPT OF TRANSP 2021 (KMS)
 DO7524'RECOVERED IN GOOD CONDITION.
 DO7524
 DO7524                          STATION RECOVERY (2025)
 DO7524
 DO7524'RECOVERY NOTE BY MN DEPT OF TRANSP 2025 (KMS)
 DO7524'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DP6456 ***********************************************************************
 DP6456  DESIGNATION -  2103 V
 DP6456  PID         -  DP6456
 DP6456  STATE/COUNTY-  MN/DOUGLAS
 DP6456  COUNTRY     -  US
 DP6456  USGS QUAD   -  ALEXANDRIA EAST (2019)
 DP6456
 DP6456                         *CURRENT SURVEY CONTROL
 DP6456  ______________________________________________________________________
 DP6456* NAD 83(2011) POSITION- 45 54 31.30051(N) 095 20 23.70197(W)   ADJUSTED
 DP6456* NAD 83(2011) ELLIP HT-   402.138 (meters)        (09/08/25)   ADJUSTED
 DP6456* NAD 83(2011) EPOCH   -  2010.00
 DP6456* NAVD 88 ORTHO HEIGHT -   428.302 (meters)     1405.19  (feet) ADJUSTED
 DP6456  ______________________________________________________________________
 DP6456  GEOID HEIGHT    -        -26.171 (meters)                     GEOID18
 DP6456  NAD 83(2011) X  -   -413,753.951 (meters)                     COMP
 DP6456  NAD 83(2011) Y  - -4,426,599.888 (meters)                     COMP
 DP6456  NAD 83(2011) Z  -  4,558,480.720 (meters)                     COMP
 DP6456  LAPLACE CORR    -         -0.82  (seconds)                    DEFLEC18
 DP6456  DYNAMIC HEIGHT  -        428.300 (meters)     1405.18  (feet) COMP
 DP6456  MODELED GRAVITY -    980,597.4   (mgal)                       NAVD 88
 DP6456
 DP6456  VERT ORDER      -  SECOND    CLASS I
 DP6456
 DP6456  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DP6456  Standards:
 DP6456         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DP6456            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DP6456  -------------------------------------------------------------------
 DP6456  NETWORK    0.61   0.86           0.28   0.21   0.44     -0.02812186
 DP6456  -------------------------------------------------------------------
 DP6456  Click here for local accuracies and other accuracy information.
 DP6456
 DP6456.The horizontal coordinates were established by GPS observations
 DP6456.and adjusted by the MN DEPT OF TRANSP in September 2025.
 DP6456
 DP6456.Refers to NAD 83 (2011) epoch 2010.00 coordinates where the reference 
 DP6456.frame has been affixed to the stable North American tectonic plate 
 DP6456
 DP6456.The horizontal coordinates are valid at the epoch date displayed above
 DP6456.which is a decimal equivalence of Year/Month/Day.
 DP6456
 DP6456.The orthometric height was determined by differential leveling and
 DP6456.adjusted by the NATIONAL GEODETIC SURVEY
 DP6456.in February 2018.
 DP6456
 DP6456.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP6456.GEOID18 height accuracy estimate available here.
 DP6456
 DP6456.Click photographs - Photos may exist for this station.
 DP6456
 DP6456.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DP6456
 DP6456.The Laplace correction was computed from DEFLEC18 derived deflections.
 DP6456
 DP6456.The ellipsoidal height was determined by GPS observations
 DP6456.and is referenced to NAD 83.
 DP6456
 DP6456.The dynamic height is computed by dividing the NAVD 88
 DP6456.geopotential number by the normal gravity value computed on the
 DP6456.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP6456.degrees latitude (g = 980.6199 gals.).
 DP6456
 DP6456.The modeled gravity was interpolated from observed gravity values.
 DP6456
 DP6456. The following values were computed from the NAD 83(2011) position.
 DP6456
 DP6456;                    North         East     Units Scale Factor Converg.
 DP6456;SPC MN C     -   201,579.718   715,439.589   MT  0.99994953   -0 47 18.4
 DP6456;SPC MN C     -   661,349.46  2,347,238.05   sFT  0.99994953   -0 47 18.4
 DP6456;UTM  15      - 5,086,565.261   318,518.538   MT  1.00000491   -1 40 51.8
 DP6456
 DP6456!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DP6456!SPC MN C     -   0.99993696  x   0.99994953  =   0.99988649
 DP6456!UTM  15      -   0.99993696  x   1.00000491  =   0.99994187
 DP6456
 DP6456_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUL1851886565(NAD 83)
 DP6456
 DP6456                          SUPERSEDED SURVEY CONTROL
 DP6456
 DP6456  NAD 83(2011)-  45 54 31.30111(N)    095 20 23.70201(W) AD(2010.00) 0
 DP6456  ELLIP H (02/26/15)  402.125  (m)                       GP(2010.00)    
 DP6456  NAVD 88 (02/26/15)  428.3    (m)  GEOID12A model used  GPS OBS        
 DP6456
 DP6456.Superseded values are not recommended for survey control.
 DP6456
 DP6456.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DP6456.See file dsdata.pdf to determine how the superseded data were derived.
 DP6456
 DP6456_MARKER: I = METAL ROD
 DP6456_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DP6456_STAMPING: 2103 V 2009
 DP6456_MARK LOGO: MNDT
 DP6456_PROJECTION: RECESSED 3 CENTIMETERS
 DP6456_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DP6456_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DP6456_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP6456+SATELLITE: SATELLITE OBSERVATIONS - June 05, 2025
 DP6456_ROD/PIPE-DEPTH: 7.6 meters
 DP6456
 DP6456  HISTORY     - Date     Condition        Report By
 DP6456  HISTORY     - 20090811 MONUMENTED       MNDT
 DP6456  HISTORY     - 20120228 GOOD             MNDT
 DP6456  HISTORY     - 20150924 GOOD             MNDT
 DP6456  HISTORY     - 20250605 GOOD             MNDT
 DP6456
 DP6456                          STATION DESCRIPTION
 DP6456
 DP6456'DESCRIBED BY MN DEPT OF TRANSP 2012 (MPP)
 DP6456'2.7 MILES NORTHEAST OF ALEXANDRIA, 2.15 MILES NORTHEAST ALONG TRUNK
 DP6456'HIGHWAY 29 FROM JUNCTION OF TRUNK HIGHWAY 29 AND TRUNK HIGHWAY 27 EAST
 DP6456'IN NORTHEAST OF ALEXANDRIA, AT TRUNK HIGHWAY TRUNK HIGHWAY 29 MILE
 DP6456'POINT 71.60, AT TRUNK HIGHWAY 29 MILE POINT 82.90, 45.7 FEET SOUTHEAST
 DP6456'OF TRUNK HIGHWAY 29, 16.2 FEET NORTHWEST OF BIKE TRAIL, 1.5 FEET
 DP6456'SOUTHWEST OF WITNESS POST.
 DP6456
 DP6456                          STATION RECOVERY (2015)
 DP6456
 DP6456'RECOVERY NOTE BY MN DEPT OF TRANSP 2015 (KMS)
 DP6456'RECOVERED AS DESCRIBED.
 DP6456'
 DP6456'NOTE - THE STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM
 DP6456'ROD DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION REMOVABLE
 DP6456'DISK SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH
 DP6456'PVC PIPE BACK FILLED WITH WASHED SAND.
 DP6456
 DP6456                          STATION RECOVERY (2025)
 DP6456
 DP6456'RECOVERY NOTE BY MN DEPT OF TRANSP 2025 (KMS)
 DP6456'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DP6457 ***********************************************************************
 DP6457  DESIGNATION -  2103 W
 DP6457  PID         -  DP6457
 DP6457  STATE/COUNTY-  MN/DOUGLAS
 DP6457  COUNTRY     -  US
 DP6457  USGS QUAD   -  ALEXANDRIA EAST (2019)
 DP6457
 DP6457                         *CURRENT SURVEY CONTROL
 DP6457  ______________________________________________________________________
 DP6457* NAD 83(2011) POSITION- 45 56 51.91111(N) 095 18 44.53938(W)   ADJUSTED
 DP6457* NAD 83(2011) ELLIP HT-   396.952 (meters)        (02/26/15)   ADJUSTED
 DP6457* NAD 83(2011) EPOCH   -  2010.00
 DP6457* NAVD 88 ORTHO HEIGHT -   423.179 (meters)     1388.38  (feet) ADJUSTED
 DP6457  ______________________________________________________________________
 DP6457  GEOID HEIGHT    -        -26.221 (meters)                     GEOID18
 DP6457  NAD 83(2011) X  -   -411,336.660 (meters)                     COMP
 DP6457  NAD 83(2011) Y  - -4,423,688.777 (meters)                     COMP
 DP6457  NAD 83(2011) Z  -  4,561,496.848 (meters)                     COMP
 DP6457  LAPLACE CORR    -         -0.71  (seconds)                    DEFLEC18
 DP6457  DYNAMIC HEIGHT  -        423.179 (meters)     1388.38  (feet) COMP
 DP6457  MODELED GRAVITY -    980,601.2   (mgal)                       NAVD 88
 DP6457
 DP6457  VERT ORDER      -  SECOND    CLASS I
 DP6457
 DP6457  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DP6457  Standards:
 DP6457         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DP6457            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DP6457  -------------------------------------------------------------------
 DP6457  NETWORK    0.56   0.65           0.26   0.19   0.33     -0.00420710
 DP6457  -------------------------------------------------------------------
 DP6457  Click here for local accuracies and other accuracy information.
 DP6457
 DP6457.The horizontal coordinates were established by GPS observations
 DP6457.and adjusted by the MN DEPT OF TRANSP in February 2015.
 DP6457
 DP6457.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DP6457.been affixed to the stable North American tectonic plate. See 
 DP6457.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DP6457
 DP6457.The horizontal coordinates are valid at the epoch date displayed above
 DP6457.which is a decimal equivalence of Year/Month/Day.
 DP6457
 DP6457.The orthometric height was determined by differential leveling and
 DP6457.adjusted by the NATIONAL GEODETIC SURVEY
 DP6457.in February 2018.
 DP6457
 DP6457.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP6457.GEOID18 height accuracy estimate available here.
 DP6457
 DP6457.Click photographs - Photos may exist for this station.
 DP6457
 DP6457.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DP6457
 DP6457.The Laplace correction was computed from DEFLEC18 derived deflections.
 DP6457
 DP6457.The ellipsoidal height was determined by GPS observations
 DP6457.and is referenced to NAD 83.
 DP6457
 DP6457.The dynamic height is computed by dividing the NAVD 88
 DP6457.geopotential number by the normal gravity value computed on the
 DP6457.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP6457.degrees latitude (g = 980.6199 gals.).
 DP6457
 DP6457.The modeled gravity was interpolated from observed gravity values.
 DP6457
 DP6457. The following values were computed from the NAD 83(2011) position.
 DP6457
 DP6457;                    North         East     Units Scale Factor Converg.
 DP6457;SPC MN C     -   205,891.411   717,634.756   MT  0.99994472   -0 46 06.6
 DP6457;SPC MN C     -   675,495.40  2,354,440.03   sFT  0.99994472   -0 46 06.6
 DP6457;UTM  15      - 5,090,842.434   320,780.774   MT  0.99999488   -1 39 44.5
 DP6457
 DP6457!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DP6457!SPC MN C     -   0.99993777  x   0.99994472  =   0.99988250
 DP6457!UTM  15      -   0.99993777  x   0.99999488  =   0.99993265
 DP6457
 DP6457:                Primary Azimuth Mark                     Grid Az
 DP6457:SPC MN C     -  2103 F                                   189 35 04.4
 DP6457:UTM  15      -  2103 F                                   190 28 42.3
 DP6457
 DP6457_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUL2078090842(NAD 83)
 DP6457
 DP6457|---------------------------------------------------------------------|
 DP6457| PID    Reference Object                     Distance      Geod. Az  |
 DP6457|                                                           dddmmss.s |
 DP6457| DP6451 2103 F                              APPROX. 1.6 KM 1884857.8 |
 DP6457| DP6458 2103 X                              APPROX. 1.6 KM 3582244.9 |
 DP6457|---------------------------------------------------------------------|
 DP6457
 DP6457                          SUPERSEDED SURVEY CONTROL
 DP6457
 DP6457  NAVD 88 (02/26/15)  423.2    (m)  GEOID12A model used  GPS OBS        
 DP6457
 DP6457.Superseded values are not recommended for survey control.
 DP6457
 DP6457.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DP6457.See file dsdata.pdf to determine how the superseded data were derived.
 DP6457
 DP6457_MARKER: I = METAL ROD
 DP6457_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DP6457_STAMPING: 2103 W 2009
 DP6457_MARK LOGO: MNDT
 DP6457_PROJECTION: RECESSED 5 CENTIMETERS
 DP6457_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DP6457_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DP6457_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP6457+SATELLITE: SATELLITE OBSERVATIONS - June 05, 2025
 DP6457_ROD/PIPE-DEPTH: 11.6 meters
 DP6457
 DP6457  HISTORY     - Date     Condition        Report By
 DP6457  HISTORY     - 20090811 MONUMENTED       MNDT
 DP6457  HISTORY     - 20120223 GOOD             MNDT
 DP6457  HISTORY     - 20150923 GOOD             MNDT
 DP6457  HISTORY     - 20200218 GOOD             MNDT
 DP6457  HISTORY     - 20250605 GOOD             MNDT
 DP6457
 DP6457                          STATION DESCRIPTION
 DP6457
 DP6457'DESCRIBED BY MN DEPT OF TRANSP 2012 (MPP)
 DP6457'2.7 MILES SOUTH OF CARLOS, 2.0 MILES SOUTH ALONG TRUNK HIGHWAY 29 FROM
 DP6457'JUNCTION OF TRUNK HIGHWAY 29 AND COUNTY ROAD 42/COUNTY ROAD 13 IN
 DP6457'CARLOS, AT TRUNK HIGHWAY TRUNK HIGHWAY 29 MILE POINT 86.05, 69.9 FEET
 DP6457'EAST OF TRUNK HIGHWAY 29, 36.4 FEET SOUTH OF PIKE ROAD, 4.4 FEET WEST
 DP6457'OF RIGHT-OF-WAY POST, 3.4 FEET WEST OF WITNESS POST.
 DP6457
 DP6457                          STATION RECOVERY (2015)
 DP6457
 DP6457'RECOVERY NOTE BY MN DEPT OF TRANSP 2015 (KMS)
 DP6457'RECOVERED AS DESCRIBED.
 DP6457'
 DP6457'NOTE - THE STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM
 DP6457'ROD DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION REMOVABLE
 DP6457'DISK SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH
 DP6457'PVC PIPE BACK FILLED WITH WASHED SAND.
 DP6457
 DP6457                          STATION RECOVERY (2020)
 DP6457
 DP6457'RECOVERY NOTE BY MN DEPT OF TRANSP 2020 (KMS)
 DP6457'RECOVERED IN GOOD CONDITION.
 DP6457
 DP6457                          STATION RECOVERY (2025)
 DP6457
 DP6457'RECOVERY NOTE BY MN DEPT OF TRANSP 2025 (KMS)
 DP6457'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DP6458 ***********************************************************************
 DP6458  DESIGNATION -  2103 X
 DP6458  PID         -  DP6458
 DP6458  STATE/COUNTY-  MN/DOUGLAS
 DP6458  COUNTRY     -  US
 DP6458  USGS QUAD   -  ALEXANDRIA EAST (2019)
 DP6458
 DP6458                         *CURRENT SURVEY CONTROL
 DP6458  ______________________________________________________________________
 DP6458* NAD 83(2011) POSITION- 45 57 44.82117(N) 095 18 46.68620(W)   ADJUSTED
 DP6458* NAD 83(2011) ELLIP HT-   397.290 (meters)        (02/26/15)   ADJUSTED
 DP6458* NAD 83(2011) EPOCH   -  2010.00
 DP6458* NAVD 88 ORTHO HEIGHT -   423.532 (meters)     1389.54  (feet) ADJUSTED
 DP6458  ______________________________________________________________________
 DP6458  GEOID HEIGHT    -        -26.238 (meters)                     GEOID18
 DP6458  NAD 83(2011) X  -   -411,273.989 (meters)                     COMP
 DP6458  NAD 83(2011) Y  - -4,422,515.474 (meters)                     COMP
 DP6458  NAD 83(2011) Z  -  4,562,632.879 (meters)                     COMP
 DP6458  LAPLACE CORR    -         -0.67  (seconds)                    DEFLEC18
 DP6458  DYNAMIC HEIGHT  -        423.532 (meters)     1389.54  (feet) COMP
 DP6458  MODELED GRAVITY -    980,601.9   (mgal)                       NAVD 88
 DP6458
 DP6458  VERT ORDER      -  SECOND    CLASS I
 DP6458
 DP6458  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DP6458  Standards:
 DP6458         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DP6458            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DP6458  -------------------------------------------------------------------
 DP6458  NETWORK    0.33   0.55           0.15   0.11   0.28     -0.03785763
 DP6458  -------------------------------------------------------------------
 DP6458  Click here for local accuracies and other accuracy information.
 DP6458
 DP6458.The horizontal coordinates were established by GPS observations
 DP6458.and adjusted by the MN DEPT OF TRANSP in February 2015.
 DP6458
 DP6458.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DP6458.been affixed to the stable North American tectonic plate. See 
 DP6458.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DP6458
 DP6458.The horizontal coordinates are valid at the epoch date displayed above
 DP6458.which is a decimal equivalence of Year/Month/Day.
 DP6458
 DP6458.The orthometric height was determined by differential leveling and
 DP6458.adjusted by the NATIONAL GEODETIC SURVEY
 DP6458.in February 2018.
 DP6458
 DP6458.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP6458.GEOID18 height accuracy estimate available here.
 DP6458
 DP6458.Click photographs - Photos may exist for this station.
 DP6458
 DP6458.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DP6458
 DP6458.The Laplace correction was computed from DEFLEC18 derived deflections.
 DP6458
 DP6458.The ellipsoidal height was determined by GPS observations
 DP6458.and is referenced to NAD 83.
 DP6458
 DP6458.The dynamic height is computed by dividing the NAVD 88
 DP6458.geopotential number by the normal gravity value computed on the
 DP6458.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP6458.degrees latitude (g = 980.6199 gals.).
 DP6458
 DP6458.The modeled gravity was interpolated from observed gravity values.
 DP6458
 DP6458. The following values were computed from the NAD 83(2011) position.
 DP6458
 DP6458;                    North         East     Units Scale Factor Converg.
 DP6458;SPC MN C     -   207,525.397   717,610.447   MT  0.99994304   -0 46 08.2
 DP6458;SPC MN C     -   680,856.24  2,354,360.27   sFT  0.99994304   -0 46 08.2
 DP6458;UTM  15      - 5,092,476.684   320,781.964   MT  0.99999487   -1 39 47.5
 DP6458
 DP6458!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DP6458!SPC MN C     -   0.99993772  x   0.99994304  =   0.99988076
 DP6458!UTM  15      -   0.99993772  x   0.99999487  =   0.99993259
 DP6458
 DP6458:                Primary Azimuth Mark                     Grid Az
 DP6458:SPC MN C     -  2103 W                                   179 08 51.6
 DP6458:UTM  15      -  2103 W                                   180 02 30.9
 DP6458
 DP6458_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUL2078192476(NAD 83)
 DP6458
 DP6458|---------------------------------------------------------------------|
 DP6458| PID    Reference Object                     Distance      Geod. Az  |
 DP6458|                                                           dddmmss.s |
 DP6458| DP6457 2103 W                              APPROX. 1.6 KM 1782243.4 |
 DP6458|---------------------------------------------------------------------|
 DP6458
 DP6458                          SUPERSEDED SURVEY CONTROL
 DP6458
 DP6458  NAVD 88 (02/26/15)  423.5    (m)  GEOID12A model used  GPS OBS        
 DP6458
 DP6458.Superseded values are not recommended for survey control.
 DP6458
 DP6458.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DP6458.See file dsdata.pdf to determine how the superseded data were derived.
 DP6458
 DP6458_MARKER: I = METAL ROD
 DP6458_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DP6458_STAMPING: 2103 X 2009
 DP6458_MARK LOGO: MNDT
 DP6458_PROJECTION: RECESSED 3 CENTIMETERS
 DP6458_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DP6458_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DP6458_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP6458+SATELLITE: SATELLITE OBSERVATIONS - June 18, 2025
 DP6458_ROD/PIPE-DEPTH: 5.2 meters
 DP6458
 DP6458  HISTORY     - Date     Condition        Report By
 DP6458  HISTORY     - 20090811 MONUMENTED       MNDT
 DP6458  HISTORY     - 20120301 GOOD             MNDT
 DP6458  HISTORY     - 20150923 GOOD             MNDT
 DP6458  HISTORY     - 20210615 GOOD             MNDT
 DP6458  HISTORY     - 20250430 GOOD             MNDT
 DP6458  HISTORY     - 20250618 GOOD             MNDT
 DP6458
 DP6458                          STATION DESCRIPTION
 DP6458
 DP6458'DESCRIBED BY MN DEPT OF TRANSP 2012 (AXL)
 DP6458'1.0 MILE SOUTH OF ALEXANDRIA, 1.0 MILE SOUTH ALONG TRUNK HIGHWAY 29
 DP6458'FROM JUNCTION OF TRUNK HIGHWAY 29 AND COUNTY ROAD 42/COUNTY ROAD 13 IN
 DP6458'CARLOS, AT TRUNK HIGHWAY TRUNK HIGHWAY 29 MILE POINT IN CARLOS, AT
 DP6458'TRUNK HIGHWAY 65.5 FEET WEST OF TRUNK HIGHWAY 29, 50.8 FEET NORTH OF
 DP6458'PRAIRIE ROAD, 10.4 FEET NORTHEAST OF POWER POLE WITH GUY WIRE, 1.5
 DP6458'FEET EAST OF WITNESS POST.
 DP6458
 DP6458                          STATION RECOVERY (2015)
 DP6458
 DP6458'RECOVERY NOTE BY MN DEPT OF TRANSP 2015 (KMS)
 DP6458'RECOVERED AS DESCRIBED.
 DP6458'
 DP6458'NOTE-THE STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM ROD
 DP6458'DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION REMOVABLE DISK
 DP6458'SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH PVC
 DP6458'PIPE BACK FILLED WITH WASHED SAND.
 DP6458
 DP6458                          STATION RECOVERY (2021)
 DP6458
 DP6458'RECOVERY NOTE BY MN DEPT OF TRANSP 2021 (KMS)
 DP6458'RECOVERED IN GOOD CONDITION.
 DP6458
 DP6458                          STATION RECOVERY (2025)
 DP6458
 DP6458'RECOVERY NOTE BY MN DEPT OF TRANSP 2025 (KMS)
 DP6458'RECOVERED AS DESCRIBED.
 DP6458
 DP6458                          STATION RECOVERY (2025)
 DP6458
 DP6458'RECOVERY NOTE BY MN DEPT OF TRANSP 2025 (KMS)
 DP6458'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DQ2856 ***********************************************************************
 DQ2856  DESIGNATION -  2103 Y
 DQ2856  PID         -  DQ2856
 DQ2856  STATE/COUNTY-  MN/DOUGLAS
 DQ2856  COUNTRY     -  US
 DQ2856  USGS QUAD   -  ALEXANDRIA EAST (2019)
 DQ2856
 DQ2856                         *CURRENT SURVEY CONTROL
 DQ2856  ______________________________________________________________________
 DQ2856* NAD 83(2011) POSITION- 45 54 48.40463(N) 095 19 54.34169(W)   ADJUSTED
 DQ2856* NAD 83(2011) ELLIP HT-   388.848 (meters)        (09/08/25)   ADJUSTED
 DQ2856* NAD 83(2011) EPOCH   -  2010.00
 DQ2856* NAVD 88 ORTHO HEIGHT -   415.032 (meters)     1361.65  (feet) ADJUSTED
 DQ2856  ______________________________________________________________________
 DQ2856  GEOID HEIGHT    -        -26.179 (meters)                     GEOID18
 DQ2856  NAD 83(2011) X  -   -413,087.745 (meters)                     COMP
 DQ2856  NAD 83(2011) Y  - -4,426,271.844 (meters)                     COMP
 DQ2856  NAD 83(2011) Z  -  4,558,838.627 (meters)                     COMP
 DQ2856  LAPLACE CORR    -         -0.77  (seconds)                    DEFLEC18
 DQ2856  DYNAMIC HEIGHT  -        415.030 (meters)     1361.64  (feet) COMP
 DQ2856  MODELED GRAVITY -    980,598.0   (mgal)                       NAVD 88
 DQ2856
 DQ2856  VERT ORDER      -  SECOND    CLASS I
 DQ2856
 DQ2856  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DQ2856  Standards:
 DQ2856         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DQ2856            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DQ2856  -------------------------------------------------------------------
 DQ2856  NETWORK    0.62   0.88           0.28   0.22   0.45     -0.03350172
 DQ2856  -------------------------------------------------------------------
 DQ2856  Click here for local accuracies and other accuracy information.
 DQ2856
 DQ2856.The horizontal coordinates were established by GPS observations
 DQ2856.and adjusted by the MN DEPT OF TRANSP in September 2025.
 DQ2856
 DQ2856.Refers to NAD 83 (2011) epoch 2010.00 coordinates where the reference 
 DQ2856.frame has been affixed to the stable North American tectonic plate 
 DQ2856
 DQ2856.The horizontal coordinates are valid at the epoch date displayed above
 DQ2856.which is a decimal equivalence of Year/Month/Day.
 DQ2856
 DQ2856.The orthometric height was determined by differential leveling and
 DQ2856.adjusted by the NATIONAL GEODETIC SURVEY
 DQ2856.in February 2018.
 DQ2856
 DQ2856.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ2856.GEOID18 height accuracy estimate available here.
 DQ2856
 DQ2856.Click photographs - Photos may exist for this station.
 DQ2856
 DQ2856.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DQ2856
 DQ2856.The Laplace correction was computed from DEFLEC18 derived deflections.
 DQ2856
 DQ2856.The ellipsoidal height was determined by GPS observations
 DQ2856.and is referenced to NAD 83.
 DQ2856
 DQ2856.The dynamic height is computed by dividing the NAVD 88
 DQ2856.geopotential number by the normal gravity value computed on the
 DQ2856.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ2856.degrees latitude (g = 980.6199 gals.).
 DQ2856
 DQ2856.The modeled gravity was interpolated from observed gravity values.
 DQ2856
 DQ2856. The following values were computed from the NAD 83(2011) position.
 DQ2856
 DQ2856;                    North         East     Units Scale Factor Converg.
 DQ2856;SPC MN C     -   202,099.055   716,079.510   MT  0.99994892   -0 46 57.1
 DQ2856;SPC MN C     -   663,053.32  2,349,337.53   sFT  0.99994892   -0 46 57.1
 DQ2856;UTM  15      - 5,087,074.592   319,166.508   MT  1.00000202   -1 40 31.2
 DQ2856
 DQ2856!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DQ2856!SPC MN C     -   0.99993904  x   0.99994892  =   0.99988797
 DQ2856!UTM  15      -   0.99993904  x   1.00000202  =   0.99994106
 DQ2856
 DQ2856_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUL1916687074(NAD 83)
 DQ2856
 DQ2856                          SUPERSEDED SURVEY CONTROL
 DQ2856
 DQ2856.No superseded survey control is available for this station.
 DQ2856
 DQ2856_MARKER: F = FLANGE-ENCASED ROD
 DQ2856_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DQ2856_STAMPING: 2103 Y 2015
 DQ2856_MARK LOGO: MNDT
 DQ2856_PROJECTION: RECESSED 8 CENTIMETERS
 DQ2856_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DQ2856_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ2856_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ2856+SATELLITE: SATELLITE OBSERVATIONS - June 05, 2025
 DQ2856_ROD/PIPE-DEPTH: 25.0 meters
 DQ2856
 DQ2856  HISTORY     - Date     Condition        Report By
 DQ2856  HISTORY     - 20151027 MONUMENTED       MNDT
 DQ2856  HISTORY     - 20210616 GOOD             MNDT
 DQ2856  HISTORY     - 20250605 GOOD             MNDT
 DQ2856
 DQ2856                          STATION DESCRIPTION
 DQ2856
 DQ2856'DESCRIBED BY MN DEPT OF TRANSP 2015
 DQ2856'THE MARK IS LOCATED ABOUT 3.25 MI (5.23 KM) NORTHEAST OF ALEXANDRIA.
 DQ2856'
 DQ2856'TO REACH THE MARK GO 2.7 MI (4.3 KM) NORTH ALONG TRUNK HIGHWAY 29 FROM
 DQ2856'EAST JUNCTION OF TRUNK HIGHWAY 29 AND COUNTY ROAD 82 IN ALEXANDRIA, AT
 DQ2856'TRUNK HIGHWAY 29 MILE POINT 83.40.
 DQ2856'
 DQ2856'THE MARK IS LOCATED 39.6 FT (12.1 M) WEST-NORTHWEST OF TRUNK HIGHWAY
 DQ2856'29, 16.6 FT (5.1 M) EAST-SOUTHEAST OF BIKE PATH, 2.7 FT (0.8 M)
 DQ2856'EAST-SOUTHEAST OF CABLE WIRE GUARD RAIL, 1.5 FT (0.5 M)
 DQ2856'SOUTH-SOUTHEAST OF A WITNESS POST.
 DQ2856'
 DQ2856'NOTE-THE STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM ROD
 DQ2856'DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION REMOVABLE DISK
 DQ2856'SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH PVC
 DQ2856'PIPE BACK FILLED WITH WASHED SAND.
 DQ2856
 DQ2856                          STATION RECOVERY (2021)
 DQ2856
 DQ2856'RECOVERY NOTE BY MN DEPT OF TRANSP 2021 (KMS)
 DQ2856'RECOVERED IN GOOD CONDITION.
 DQ2856
 DQ2856                          STATION RECOVERY (2025)
 DQ2856
 DQ2856'RECOVERY NOTE BY MN DEPT OF TRANSP 2025 (KMS)
 DQ2856'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DQ2846 ***********************************************************************
 DQ2846  DESIGNATION -  2103 Z
 DQ2846  PID         -  DQ2846
 DQ2846  STATE/COUNTY-  MN/DOUGLAS
 DQ2846  COUNTRY     -  US
 DQ2846  USGS QUAD   -  LAKE MILTONA EAST (2019)
 DQ2846
 DQ2846                         *CURRENT SURVEY CONTROL
 DQ2846  ______________________________________________________________________
 DQ2846* NAD 83(2011) POSITION- 46 01 37.97152(N) 095 18 45.48974(W)   ADJUSTED
 DQ2846* NAD 83(2011) ELLIP HT-   402.732 (meters)        (07/14/25)   ADJUSTED
 DQ2846* NAD 83(2011) EPOCH   -  2010.00
 DQ2846* NAVD 88 ORTHO HEIGHT -   429.077 (meters)     1407.73  (feet) ADJUSTED
 DQ2846  ______________________________________________________________________
 DQ2846  GEOID HEIGHT    -        -26.337 (meters)                     GEOID18
 DQ2846  NAD 83(2011) X  -   -410,769.243 (meters)                     COMP
 DQ2846  NAD 83(2011) Y  - -4,417,365.757 (meters)                     COMP
 DQ2846  NAD 83(2011) Z  -  4,567,638.140 (meters)                     COMP
 DQ2846  LAPLACE CORR    -         -0.40  (seconds)                    DEFLEC18
 DQ2846  DYNAMIC HEIGHT  -        429.076 (meters)     1407.73  (feet) COMP
 DQ2846  MODELED GRAVITY -    980,599.9   (mgal)                       NAVD 88
 DQ2846
 DQ2846  VERT ORDER      -  SECOND    CLASS I
 DQ2846
 DQ2846  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DQ2846  Standards:
 DQ2846         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DQ2846            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DQ2846  -------------------------------------------------------------------
 DQ2846  NETWORK    0.39   0.71           0.18   0.13   0.36      0.01332217
 DQ2846  -------------------------------------------------------------------
 DQ2846  Click here for local accuracies and other accuracy information.
 DQ2846
 DQ2846.The horizontal coordinates were established by GPS observations
 DQ2846.and adjusted by the MN DEPT OF TRANSP in July 2025.
 DQ2846
 DQ2846.Refers to NAD 83 (2011) epoch 2010.00 coordinates where the reference 
 DQ2846.frame has been affixed to the stable North American tectonic plate 
 DQ2846
 DQ2846.The horizontal coordinates are valid at the epoch date displayed above
 DQ2846.which is a decimal equivalence of Year/Month/Day.
 DQ2846
 DQ2846.The orthometric height was determined by differential leveling and
 DQ2846.adjusted by the NATIONAL GEODETIC SURVEY
 DQ2846.in February 2018.
 DQ2846
 DQ2846.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ2846.GEOID18 height accuracy estimate available here.
 DQ2846
 DQ2846.Click photographs - Photos may exist for this station.
 DQ2846
 DQ2846.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DQ2846
 DQ2846.The Laplace correction was computed from DEFLEC18 derived deflections.
 DQ2846
 DQ2846.The ellipsoidal height was determined by GPS observations
 DQ2846.and is referenced to NAD 83.
 DQ2846
 DQ2846.The dynamic height is computed by dividing the NAVD 88
 DQ2846.geopotential number by the normal gravity value computed on the
 DQ2846.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ2846.degrees latitude (g = 980.6199 gals.).
 DQ2846
 DQ2846.The modeled gravity was interpolated from observed gravity values.
 DQ2846
 DQ2846. The following values were computed from the NAD 83(2011) position.
 DQ2846
 DQ2846;                    North         East     Units Scale Factor Converg.
 DQ2846;SPC MN C     -   214,722.565   717,732.775   MT  0.99993637   -0 46 07.3
 DQ2846;SPC MN C     -   704,468.95  2,354,761.61   sFT  0.99993637   -0 46 07.3
 DQ2846;UTM  15      - 5,099,671.456   321,016.732   MT  0.99999383   -1 39 53.2
 DQ2846
 DQ2846!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DQ2846!SPC MN C     -   0.99993687  x   0.99993637  =   0.99987324
 DQ2846!UTM  15      -   0.99993687  x   0.99999383  =   0.99993070
 DQ2846
 DQ2846_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUL2101699671(NAD 83)
 DQ2846
 DQ2846                          SUPERSEDED SURVEY CONTROL
 DQ2846
 DQ2846.No superseded survey control is available for this station.
 DQ2846
 DQ2846_MARKER: F = FLANGE-ENCASED ROD
 DQ2846_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DQ2846_STAMPING: 2103 Z 2015
 DQ2846_MARK LOGO: MNDT
 DQ2846_PROJECTION: RECESSED 8 CENTIMETERS
 DQ2846_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DQ2846_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ2846_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ2846+SATELLITE: SATELLITE OBSERVATIONS - April 24, 2025
 DQ2846_ROD/PIPE-DEPTH: 16.5 meters
 DQ2846
 DQ2846  HISTORY     - Date     Condition        Report By
 DQ2846  HISTORY     - 20151027 MONUMENTED       MNDT
 DQ2846  HISTORY     - 20250424 GOOD             MNDT
 DQ2846
 DQ2846                          STATION DESCRIPTION
 DQ2846
 DQ2846'DESCRIBED BY MN DEPT OF TRANSP 2015
 DQ2846'THE MARK IS LOCATED ABOUT 1.6 MI (2.6 KM) SOUTHWEST OF MILTONA.
 DQ2846'
 DQ2846'TO REACH THE MARK GO 1.55 MI (2.49 KM) SOUTH ALONG TRUNK HIGHWAY 29
 DQ2846'FROM THE JUNCTION OF TRUNK HIGHWAY 29 AND COUNTY ROAD 14 (JUNCTION IS
 DQ2846'1.0 MI (1.6 KM) WEST OF MILTONA), AT TRUNK HIGHWAY 29 MILE POINT
 DQ2846'91.50.
 DQ2846'
 DQ2846'THE MARK IS LOCATED 50.9 FT (15.5 M) WEST OF TRUNK HIGHWAY 29, 170.0
 DQ2846'FT (51.8 M) SOUTH-SOUTHEAST OF POWER POLE, 1.5 FT (0.5 M) EAST OF A
 DQ2846'WITNESS POST.
 DQ2846'
 DQ2846'NOTE-THE STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM ROD
 DQ2846'DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION REMOVABLE DISK
 DQ2846'SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH PVC
 DQ2846'PIPE BACK FILLED WITH WASHED SAND.
 DQ2846
 DQ2846                          STATION RECOVERY (2025)
 DQ2846
 DQ2846'RECOVERY NOTE BY MN DEPT OF TRANSP 2025 (KMS)
 DQ2846'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 AJ8339 ***********************************************************************
 AJ8339  DESIGNATION -  2106 E
 AJ8339  PID         -  AJ8339
 AJ8339  STATE/COUNTY-  MN/DOUGLAS
 AJ8339  COUNTRY     -  US
 AJ8339  USGS QUAD   -  ALEXANDRIA EAST (2019)
 AJ8339
 AJ8339                         *CURRENT SURVEY CONTROL
 AJ8339  ______________________________________________________________________
 AJ8339* NAD 83(2011) POSITION- 45 53 09.19007(N) 095 17 52.12361(W)   ADJUSTED
 AJ8339* NAD 83(2011) ELLIP HT-   407.218 (meters)        (02/26/15)   ADJUSTED
 AJ8339* NAD 83(2011) EPOCH   -  2010.00
 AJ8339* NAVD 88 ORTHO HEIGHT -   433.378 (meters)     1421.84  (feet) ADJUSTED
 AJ8339  ______________________________________________________________________
 AJ8339  GEOID HEIGHT    -        -26.167 (meters)                     GEOID18
 AJ8339  NAD 83(2011) X  -   -410,669.278 (meters)                     COMP
 AJ8339  NAD 83(2011) Y  - -4,428,719.078 (meters)                     COMP
 AJ8339  NAD 83(2011) Z  -  4,556,719.931 (meters)                     COMP
 AJ8339  LAPLACE CORR    -         -1.81  (seconds)                    DEFLEC18
 AJ8339  DYNAMIC HEIGHT  -        433.375 (meters)     1421.83  (feet) COMP
 AJ8339  MODELED GRAVITY -    980,596.4   (mgal)                       NAVD 88
 AJ8339
 AJ8339  VERT ORDER      -  SECOND    CLASS I
 AJ8339
 AJ8339  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AJ8339  Standards:
 AJ8339         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AJ8339            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AJ8339  -------------------------------------------------------------------
 AJ8339  NETWORK    0.99   0.80           0.45   0.34   0.41     -0.07627427
 AJ8339  -------------------------------------------------------------------
 AJ8339  Click here for local accuracies and other accuracy information.
 AJ8339
 AJ8339.The horizontal coordinates were established by GPS observations
 AJ8339.and adjusted by the MN DEPT OF TRANSP in February 2015.
 AJ8339
 AJ8339.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AJ8339.been affixed to the stable North American tectonic plate. See 
 AJ8339.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AJ8339
 AJ8339.The horizontal coordinates are valid at the epoch date displayed above
 AJ8339.which is a decimal equivalence of Year/Month/Day.
 AJ8339
 AJ8339.The orthometric height was determined by differential leveling and
 AJ8339.adjusted by the NATIONAL GEODETIC SURVEY
 AJ8339.in June 2004.
 AJ8339
 AJ8339.Significant digits in the geoid height do not necessarily reflect accuracy.
 AJ8339.GEOID18 height accuracy estimate available here.
 AJ8339
 AJ8339.Click photographs - Photos may exist for this station.
 AJ8339
 AJ8339.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ8339
 AJ8339.The Laplace correction was computed from DEFLEC18 derived deflections.
 AJ8339
 AJ8339.The ellipsoidal height was determined by GPS observations
 AJ8339.and is referenced to NAD 83.
 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. The following values were computed from the NAD 83(2011) position.
 AJ8339
 AJ8339;                    North         East     Units Scale Factor Converg.
 AJ8339;SPC MN C     -   199,000.836   718,672.552   MT  0.99995255   -0 45 28.7
 AJ8339;SPC MN C     -   652,888.58  2,357,844.86   sFT  0.99995255   -0 45 28.7
 AJ8339;UTM  15      - 5,083,936.216   321,711.093   MT  0.99999079   -1 39 00.6
 AJ8339
 AJ8339!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ8339!SPC MN C     -   0.99993616  x   0.99995255  =   0.99988872
 AJ8339!UTM  15      -   0.99993616  x   0.99999079  =   0.99992695
 AJ8339
 AJ8339:                Primary Azimuth Mark                     Grid Az
 AJ8339:SPC MN C     -  2106 R                                   263 47 30.1
 AJ8339:UTM  15      -  2106 R                                   264 41 02.0
 AJ8339
 AJ8339_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUL2171183936(NAD 83)
 AJ8339
 AJ8339|---------------------------------------------------------------------|
 AJ8339| PID    Reference Object                     Distance      Geod. Az  |
 AJ8339|                                                           dddmmss.s |
 AJ8339| DO7519 2106 R                              APPROX. 0.6 KM 2630201.4 |
 AJ8339|---------------------------------------------------------------------|
 AJ8339
 AJ8339                          SUPERSEDED SURVEY CONTROL
 AJ8339
 AJ8339.No superseded survey control is available for this station.
 AJ8339
 AJ8339_MARKER: DD = SURVEY DISK
 AJ8339_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 AJ8339_STAMPING: 2106 E 1996
 AJ8339_MARK LOGO: MNDT
 AJ8339_PROJECTION: FLUSH
 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 - February 18, 2020
 AJ8339_ROD/PIPE-DEPTH: 7.6 meters
 AJ8339
 AJ8339  HISTORY     - Date     Condition        Report By
 AJ8339  HISTORY     - 19960415 MONUMENTED       MNDT
 AJ8339  HISTORY     - 20060807 GOOD             USPSQD
 AJ8339  HISTORY     - 20071029 GOOD             MNDT
 AJ8339  HISTORY     - 20120227 GOOD             MNDT
 AJ8339  HISTORY     - 20200218 GOOD             MNDT
 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
 AJ8339
 AJ8339                          STATION RECOVERY (2007)
 AJ8339
 AJ8339'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (JBG)
 AJ8339'RECOVERED AS DESCRIBED.
 AJ8339
 AJ8339                          STATION RECOVERY (2012)
 AJ8339
 AJ8339'RECOVERY NOTE BY MN DEPT OF TRANSP 2012 (PXG)
 AJ8339'RECOVERED AS DESCRIBED.
 AJ8339
 AJ8339                          STATION RECOVERY (2020)
 AJ8339
 AJ8339'RECOVERY NOTE BY MN DEPT OF TRANSP 2020 (KMS)
 AJ8339'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 AJ8340 ***********************************************************************
 AJ8340  DESIGNATION -  2106 F
 AJ8340  PID         -  AJ8340
 AJ8340  STATE/COUNTY-  MN/DOUGLAS
 AJ8340  COUNTRY     -  US
 AJ8340  USGS QUAD   -  ALEXANDRIA EAST (2019)
 AJ8340
 AJ8340                         *CURRENT SURVEY CONTROL
 AJ8340  ______________________________________________________________________
 AJ8340* NAD 83(2011) POSITION- 45 53 03.18361(N) 095 17 02.69571(W)   ADJUSTED
 AJ8340* NAD 83(2011) ELLIP HT-   401.339 (meters)        (02/26/15)   ADJUSTED
 AJ8340* NAD 83(2011) EPOCH   -  2010.00
 AJ8340* NAVD 88 ORTHO HEIGHT -   427.515 (meters)     1402.61  (feet) ADJUSTED
 AJ8340  ______________________________________________________________________
 AJ8340  GEOID HEIGHT    -        -26.176 (meters)                     GEOID18
 AJ8340  NAD 83(2011) X  -   -409,619.884 (meters)                     COMP
 AJ8340  NAD 83(2011) Y  - -4,428,945.870 (meters)                     COMP
 AJ8340  NAD 83(2011) Z  -  4,556,586.612 (meters)                     COMP
 AJ8340  LAPLACE CORR    -         -2.21  (seconds)                    DEFLEC18
 AJ8340  DYNAMIC HEIGHT  -        427.512 (meters)     1402.60  (feet) COMP
 AJ8340  MODELED GRAVITY -    980,596.2   (mgal)                       NAVD 88
 AJ8340
 AJ8340  VERT ORDER      -  SECOND    CLASS I
 AJ8340
 AJ8340  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AJ8340  Standards:
 AJ8340         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AJ8340            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AJ8340  -------------------------------------------------------------------
 AJ8340  NETWORK    0.97   0.80           0.44   0.34   0.41     -0.07177689
 AJ8340  -------------------------------------------------------------------
 AJ8340  Click here for local accuracies and other accuracy information.
 AJ8340
 AJ8340.The horizontal coordinates were established by GPS observations
 AJ8340.and adjusted by the MN DEPT OF TRANSP in February 2015.
 AJ8340
 AJ8340.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AJ8340.been affixed to the stable North American tectonic plate. See 
 AJ8340.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AJ8340
 AJ8340.The horizontal coordinates are valid at the epoch date displayed above
 AJ8340.which is a decimal equivalence of Year/Month/Day.
 AJ8340
 AJ8340.The orthometric height was determined by differential leveling and
 AJ8340.adjusted by the NATIONAL GEODETIC SURVEY
 AJ8340.in June 2004.
 AJ8340
 AJ8340.Significant digits in the geoid height do not necessarily reflect accuracy.
 AJ8340.GEOID18 height accuracy estimate available here.
 AJ8340
 AJ8340.Click photographs - Photos may exist for this station.
 AJ8340
 AJ8340.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ8340
 AJ8340.The Laplace correction was computed from DEFLEC18 derived deflections.
 AJ8340
 AJ8340.The ellipsoidal height was determined by GPS observations
 AJ8340.and is referenced to NAD 83.
 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. The following values were computed from the NAD 83(2011) position.
 AJ8340
 AJ8340;                    North         East     Units Scale Factor Converg.
 AJ8340;SPC MN C     -   198,801.407   719,735.742   MT  0.99995278   -0 44 53.0
 AJ8340;SPC MN C     -   652,234.28  2,361,333.01   sFT  0.99995278   -0 44 53.0
 AJ8340;UTM  15      - 5,083,720.248   322,771.087   MT  0.99998616   -1 38 24.9
 AJ8340
 AJ8340!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ8340!SPC MN C     -   0.99993709  x   0.99995278  =   0.99988987
 AJ8340!UTM  15      -   0.99993709  x   0.99998616  =   0.99992325
 AJ8340
 AJ8340:                Primary Azimuth Mark                     Grid Az
 AJ8340:SPC MN C     -  2106 E                                   280 37 25.8
 AJ8340:UTM  15      -  2106 E                                   281 30 57.7
 AJ8340
 AJ8340_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUL2277183720(NAD 83)
 AJ8340
 AJ8340|---------------------------------------------------------------------|
 AJ8340| PID    Reference Object                     Distance      Geod. Az  |
 AJ8340|                                                           dddmmss.s |
 AJ8340| AJ8339 2106 E                              APPROX. 1.1 KM 2795232.8 |
 AJ8340|---------------------------------------------------------------------|
 AJ8340
 AJ8340                          SUPERSEDED SURVEY CONTROL
 AJ8340
 AJ8340.No superseded survey control is available for this station.
 AJ8340
 AJ8340_MARKER: DD = SURVEY DISK
 AJ8340_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 AJ8340_STAMPING: 2106 F 1996
 AJ8340_MARK LOGO: MNDT
 AJ8340_PROJECTION: RECESSED 3 CENTIMETERS
 AJ8340_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AJ8340_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AJ8340_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ8340+SATELLITE: SATELLITE OBSERVATIONS - February 27, 2012
 AJ8340_ROD/PIPE-DEPTH: 6.1 meters
 AJ8340
 AJ8340  HISTORY     - Date     Condition        Report By
 AJ8340  HISTORY     - 19960415 MONUMENTED       MNDT
 AJ8340  HISTORY     - 20060807 GOOD             USPSQD
 AJ8340  HISTORY     - 20071029 GOOD             MNDT
 AJ8340  HISTORY     - 20120227 GOOD             MNDT
 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.
 AJ8340
 AJ8340                          STATION RECOVERY (2007)
 AJ8340
 AJ8340'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (JBG)
 AJ8340'RECOVERED AS DESCRIBED.
 AJ8340
 AJ8340                          STATION RECOVERY (2012)
 AJ8340
 AJ8340'RECOVERY NOTE BY MN DEPT OF TRANSP 2012 (MPP)
 AJ8340'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 AJ8343 ***********************************************************************
 AJ8343  DESIGNATION -  2106 H
 AJ8343  PID         -  AJ8343
 AJ8343  STATE/COUNTY-  MN/DOUGLAS
 AJ8343  COUNTRY     -  US
 AJ8343  USGS QUAD   -  OSAKIS (2019)
 AJ8343
 AJ8343                         *CURRENT SURVEY CONTROL
 AJ8343  ______________________________________________________________________
 AJ8343* NAD 83(2011) POSITION- 45 52 15.45485(N) 095 13 59.64711(W)   ADJUSTED
 AJ8343* NAD 83(2011) ELLIP HT-   385.116 (meters)        (02/26/15)   ADJUSTED
 AJ8343* NAD 83(2011) EPOCH   -  2010.00
 AJ8343* NAVD 88 ORTHO HEIGHT -   411.338 (meters)     1349.53  (feet) ADJUSTED
 AJ8343  ______________________________________________________________________
 AJ8343  GEOID HEIGHT    -        -26.216 (meters)                     GEOID18
 AJ8343  NAD 83(2011) X  -   -405,784.740 (meters)                     COMP
 AJ8343  NAD 83(2011) Y  - -4,430,349.887 (meters)                     COMP
 AJ8343  NAD 83(2011) Z  -  4,555,548.984 (meters)                     COMP
 AJ8343  LAPLACE CORR    -         -2.87  (seconds)                    DEFLEC18
 AJ8343  DYNAMIC HEIGHT  -        411.334 (meters)     1349.52  (feet) COMP
 AJ8343  MODELED GRAVITY -    980,594.1   (mgal)                       NAVD 88
 AJ8343
 AJ8343  VERT ORDER      -  SECOND    CLASS I
 AJ8343
 AJ8343  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AJ8343  Standards:
 AJ8343         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AJ8343            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AJ8343  -------------------------------------------------------------------
 AJ8343  NETWORK    1.06   0.84           0.49   0.36   0.43     -0.00058630
 AJ8343  -------------------------------------------------------------------
 AJ8343  Click here for local accuracies and other accuracy information.
 AJ8343
 AJ8343.The horizontal coordinates were established by GPS observations
 AJ8343.and adjusted by the MN DEPT OF TRANSP in February 2015.
 AJ8343
 AJ8343.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AJ8343.been affixed to the stable North American tectonic plate. See 
 AJ8343.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AJ8343
 AJ8343.The horizontal coordinates are valid at the epoch date displayed above
 AJ8343.which is a decimal equivalence of Year/Month/Day.
 AJ8343
 AJ8343.The orthometric height was determined by differential leveling and
 AJ8343.adjusted by the NATIONAL GEODETIC SURVEY
 AJ8343.in December 2013.
 AJ8343
 AJ8343.Significant digits in the geoid height do not necessarily reflect accuracy.
 AJ8343.GEOID18 height accuracy estimate available here.
 AJ8343
 AJ8343.Click photographs - Photos may exist for this station.
 AJ8343
 AJ8343.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ8343
 AJ8343.The Laplace correction was computed from DEFLEC18 derived deflections.
 AJ8343
 AJ8343.The ellipsoidal height was determined by GPS observations
 AJ8343.and is referenced to NAD 83.
 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. The following values were computed from the NAD 83(2011) position.
 AJ8343
 AJ8343;                    North         East     Units Scale Factor Converg.
 AJ8343;SPC MN C     -   197,277.718   723,663.914   MT  0.99995461   -0 42 40.5
 AJ8343;SPC MN C     -   647,235.31  2,374,220.69   sFT  0.99995461   -0 42 40.5
 AJ8343;UTM  15      - 5,082,135.542   326,675.153   MT  0.99996933   -1 36 12.1
 AJ8343
 AJ8343!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ8343!SPC MN C     -   0.99993963  x   0.99995461  =   0.99989424
 AJ8343!UTM  15      -   0.99993963  x   0.99996933  =   0.99990896
 AJ8343
 AJ8343:                Primary Azimuth Mark                     Grid Az
 AJ8343:SPC MN C     -  35 DRL                                   207 32 51.6
 AJ8343:UTM  15      -  35 DRL                                   208 26 23.2
 AJ8343
 AJ8343_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUL2667582135(NAD 83)
 AJ8343
 AJ8343|---------------------------------------------------------------------|
 AJ8343| PID    Reference Object                     Distance      Geod. Az  |
 AJ8343|                                                           dddmmss.s |
 AJ8343| AJ8344 35 DRL                              APPROX. 0.5 KM 2065011.1 |
 AJ8343|---------------------------------------------------------------------|
 AJ8343
 AJ8343                          SUPERSEDED SURVEY CONTROL
 AJ8343
 AJ8343  NAVD 88 (06/02/04)  411.328  (m)         1349.50   (f) SUPERSEDED  2 1
 AJ8343
 AJ8343.Superseded values are not recommended for survey control.
 AJ8343
 AJ8343.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ8343.See file dsdata.pdf to determine how the superseded data were derived.
 AJ8343
 AJ8343_MARKER: DD = SURVEY DISK
 AJ8343_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 AJ8343_STAMPING: 2106 H 1996
 AJ8343_MARK LOGO: MNDT
 AJ8343_PROJECTION: RECESSED 5 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 - June 16, 2021
 AJ8343_ROD/PIPE-DEPTH: 6.1 meters
 AJ8343
 AJ8343  HISTORY     - Date     Condition        Report By
 AJ8343  HISTORY     - 19960415 MONUMENTED       MNDT
 AJ8343  HISTORY     - 20071029 GOOD             MNDT
 AJ8343  HISTORY     - 20120228 GOOD             MNDT
 AJ8343  HISTORY     - 20210616 GOOD             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.
 AJ8343
 AJ8343                          STATION RECOVERY (2007)
 AJ8343
 AJ8343'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (JBG)
 AJ8343'RECOVERED AS DESCRIBED.
 AJ8343
 AJ8343                          STATION RECOVERY (2012)
 AJ8343
 AJ8343'RECOVERY NOTE BY MN DEPT OF TRANSP 2012 (AXL)
 AJ8343'RECOVERED AS DESCRIBED.
 AJ8343
 AJ8343                          STATION RECOVERY (2021)
 AJ8343
 AJ8343'RECOVERY NOTE BY MN DEPT OF TRANSP 2021 (KMS)
 AJ8343'1.6 MI (2.6 KM) SOUTHEAST OF NELSON, 4.5 MI (7.2 KM) WEST ALONG COUNTY
 AJ8343'ROAD 82 FROM THE JUNCTION OF COUNTY ROAD 82 AND TRUNK HIGHWAY 127 IN
 AJ8343'THE EAST EDGE OF OSAKIS, 63.8 FT (19.4 M) SOUTH OF COUNTY ROAD 82,
 AJ8343'48.0 FT (14.6 M) WEST-NORTHWEST OF AN ENTRANCE, 0.9 FT (27 CM) WEST OF
 AJ8343'A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 AJ8345 ***********************************************************************
 AJ8345  DESIGNATION -  2106 J
 AJ8345  PID         -  AJ8345
 AJ8345  STATE/COUNTY-  MN/DOUGLAS
 AJ8345  COUNTRY     -  US
 AJ8345  USGS QUAD   -  OSAKIS (2019)
 AJ8345
 AJ8345                         *CURRENT SURVEY CONTROL
 AJ8345  ______________________________________________________________________
 AJ8345* NAD 83(2011) POSITION- 45 52 02.83428(N) 095 12 46.19178(W)   ADJUSTED
 AJ8345* NAD 83(2011) ELLIP HT-   391.498 (meters)        (02/26/15)   ADJUSTED
 AJ8345* NAD 83(2011) EPOCH   -  2010.00
 AJ8345* NAVD 88 ORTHO HEIGHT -   417.738 (meters)     1370.53  (feet) ADJUSTED
 AJ8345  ______________________________________________________________________
 AJ8345  GEOID HEIGHT    -        -26.237 (meters)                     GEOID18
 AJ8345  NAD 83(2011) X  -   -404,232.787 (meters)                     COMP
 AJ8345  NAD 83(2011) Y  - -4,430,777.077 (meters)                     COMP
 AJ8345  NAD 83(2011) Z  -  4,555,282.231 (meters)                     COMP
 AJ8345  LAPLACE CORR    -         -3.10  (seconds)                    DEFLEC18
 AJ8345  DYNAMIC HEIGHT  -        417.734 (meters)     1370.52  (feet) COMP
 AJ8345  MODELED GRAVITY -    980,593.0   (mgal)                       NAVD 88
 AJ8345
 AJ8345  VERT ORDER      -  SECOND    CLASS I
 AJ8345
 AJ8345  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AJ8345  Standards:
 AJ8345         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AJ8345            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AJ8345  -------------------------------------------------------------------
 AJ8345  NETWORK    1.10   0.80           0.50   0.38   0.41     -0.01553306
 AJ8345  -------------------------------------------------------------------
 AJ8345  Click here for local accuracies and other accuracy information.
 AJ8345
 AJ8345.The horizontal coordinates were established by GPS observations
 AJ8345.and adjusted by the MN DEPT OF TRANSP in February 2015.
 AJ8345
 AJ8345.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AJ8345.been affixed to the stable North American tectonic plate. See 
 AJ8345.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AJ8345
 AJ8345.The horizontal coordinates are valid at the epoch date displayed above
 AJ8345.which is a decimal equivalence of Year/Month/Day.
 AJ8345
 AJ8345.The orthometric height was determined by differential leveling and
 AJ8345.adjusted by the NATIONAL GEODETIC SURVEY
 AJ8345.in June 2004.
 AJ8345
 AJ8345.Significant digits in the geoid height do not necessarily reflect accuracy.
 AJ8345.GEOID18 height accuracy estimate available here.
 AJ8345
 AJ8345.Click photographs - Photos may exist for this station.
 AJ8345
 AJ8345.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ8345
 AJ8345.The Laplace correction was computed from DEFLEC18 derived deflections.
 AJ8345
 AJ8345.The ellipsoidal height was determined by GPS observations
 AJ8345.and is referenced to NAD 83.
 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. The following values were computed from the NAD 83(2011) position.
 AJ8345
 AJ8345;                    North         East     Units Scale Factor Converg.
 AJ8345;SPC MN C     -   196,868.647   725,243.238   MT  0.99995510   -0 41 47.4
 AJ8345;SPC MN C     -   645,893.22  2,379,402.19   sFT  0.99995510   -0 41 47.4
 AJ8345;UTM  15      - 5,081,701.927   328,247.933   MT  0.99996266   -1 35 19.0
 AJ8345
 AJ8345!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ8345!SPC MN C     -   0.99993863  x   0.99995510  =   0.99989373
 AJ8345!UTM  15      -   0.99993863  x   0.99996266  =   0.99990129
 AJ8345
 AJ8345_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUL2824781701(NAD 83)
 AJ8345
 AJ8345                          SUPERSEDED SURVEY CONTROL
 AJ8345
 AJ8345.No superseded survey control is available for this station.
 AJ8345
 AJ8345_MARKER: DD = SURVEY DISK
 AJ8345_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 AJ8345_STAMPING: 2106 J 1996
 AJ8345_MARK LOGO: MNDT
 AJ8345_PROJECTION: FLUSH
 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 - June 16, 2021
 AJ8345_ROD/PIPE-DEPTH: 9.1 meters
 AJ8345
 AJ8345  HISTORY     - Date     Condition        Report By
 AJ8345  HISTORY     - 19960415 MONUMENTED       MNDT
 AJ8345  HISTORY     - 20051005 GOOD             MNDT
 AJ8345  HISTORY     - 20071029 GOOD             MNDT
 AJ8345  HISTORY     - 20120227 GOOD             MNDT
 AJ8345  HISTORY     - 20210616 GOOD             MNDT
 AJ8345
 AJ8345                          STATION DESCRIPTION
 AJ8345
 AJ8345'DESCRIBED BY MN DEPT OF TRANSP 1996 (DKH)
 AJ8345'THE MARK IS 2.8 MI (4.5 KM) WEST OF OSAKIS, 3.45 MI (5.55 KM) WEST
 AJ8345'ALONG TH 27 FROM JCT OF TH 27 AND TH 127 AT EAST EDGE OF OSAKIS, AT TH
 AJ8345'27 MP 88.7, 87.0 FT (26.5 M) SSW OF TH 27, 33.5 FT (10.2 M) ESE OF
 AJ8345'DRIVEWAY, 42.4 FT (12.9 M) NNE OF R/W POST, 67.6 FT (20.6 M) SE OF R
 AJ8345'/W POST, 29.1 FT (8.9 M) SSW OF WIT POST.
 AJ8345
 AJ8345                          STATION RECOVERY (2005)
 AJ8345
 AJ8345'RECOVERY NOTE BY MN DEPT OF TRANSP 2005 (MPP)
 AJ8345'RECOVERED AS DESCRIBED.
 AJ8345
 AJ8345                          STATION RECOVERY (2007)
 AJ8345
 AJ8345'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (JBG)
 AJ8345'RECOVERED AS DESCRIBED.
 AJ8345
 AJ8345                          STATION RECOVERY (2012)
 AJ8345
 AJ8345'RECOVERY NOTE BY MN DEPT OF TRANSP 2012 (MPP)
 AJ8345'RECOVERED AS DESCRIBED.
 AJ8345
 AJ8345                          STATION RECOVERY (2021)
 AJ8345
 AJ8345'RECOVERY NOTE BY MN DEPT OF TRANSP 2021 (KMS)
 AJ8345'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 AJ8346 ***********************************************************************
 AJ8346  DESIGNATION -  2106 K
 AJ8346  PID         -  AJ8346
 AJ8346  STATE/COUNTY-  MN/DOUGLAS
 AJ8346  COUNTRY     -  US
 AJ8346  USGS QUAD   -  OSAKIS (2019)
 AJ8346
 AJ8346                         *CURRENT SURVEY CONTROL
 AJ8346  ______________________________________________________________________
 AJ8346* NAD 83(1986) POSITION- 45 52 01.     (N) 095 11 47.     (W)   SCALED
 AJ8346* NAVD 88 ORTHO HEIGHT -   425.549 (meters)     1396.16  (feet) ADJUSTED
 AJ8346  ______________________________________________________________________
 AJ8346  GEOID HEIGHT    -        -26.258 (meters)                     GEOID18
 AJ8346  DYNAMIC HEIGHT  -        425.545 (meters)     1396.14  (feet) COMP
 AJ8346  MODELED GRAVITY -    980,592.2   (mgal)                       NAVD 88
 AJ8346
 AJ8346  VERT ORDER      -  SECOND    CLASS I
 AJ8346
 AJ8346.The horizontal coordinates were scaled from a map and have
 AJ8346.an estimated accuracy of +/- 6 seconds.
 AJ8346
 AJ8346.The orthometric height was determined by differential leveling and
 AJ8346.adjusted by the NATIONAL GEODETIC SURVEY
 AJ8346.in June 2004.
 AJ8346
 AJ8346.Significant digits in the geoid height do not necessarily reflect accuracy.
 AJ8346.GEOID18 height accuracy estimate available here.
 AJ8346
 AJ8346.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUL295816(NAD 83)
 AJ8346
 AJ8346                          SUPERSEDED SURVEY CONTROL
 AJ8346
 AJ8346.No superseded survey control is available for this station.
 AJ8346
 AJ8346_MARKER: DD = SURVEY DISK
 AJ8346_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 AJ8346_STAMPING: 2106 K 1996
 AJ8346_MARK LOGO: MNDT
 AJ8346_PROJECTION: RECESSED 3 CENTIMETERS
 AJ8346_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AJ8346_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AJ8346_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ8346+SATELLITE: SATELLITE OBSERVATIONS - 1996
 AJ8346_ROD/PIPE-DEPTH: 6.1 meters
 AJ8346
 AJ8346  HISTORY     - Date     Condition        Report By
 AJ8346  HISTORY     - 1996     MONUMENTED       MNDT
 AJ8346
 AJ8346                          STATION DESCRIPTION
 AJ8346
 AJ8346'DESCRIBED BY MN DEPT OF TRANSP 1996 (DKH)
 AJ8346'THE MARK IS 2.2 MI (3.5 KM) WEST OF OSAKIS, 2.7 MI (4.3 KM) WEST ALONG
 AJ8346'TH 27 FROM JCT OF TH 27 AND TH 127 AT EAST EDGE OF OSAKIS, AT TH 27 MP
 AJ8346'89.45, 58.4 FT (17.8 M) SOUTH OF TH 27, 49.0 FT (14.9 M) EAST OF
 AJ8346'DRIVEWAY, 11.6 FT (3.5 M) SW OF FIBER OPTIC SIGN POST, 10.3 FT (3.1 M)
 AJ8346'WEST OF N-S FENCE, 19.3 FT (5.9 M) NE OF END 5 INCH SPRUCE TREE, 12.4
 AJ8346'FT (3.8 M) SW OF R/W-WIT POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 AJ8347 ***********************************************************************
 AJ8347  DESIGNATION -  2106 L
 AJ8347  PID         -  AJ8347
 AJ8347  STATE/COUNTY-  MN/DOUGLAS
 AJ8347  COUNTRY     -  US
 AJ8347  USGS QUAD   -  OSAKIS (2019)
 AJ8347
 AJ8347                         *CURRENT SURVEY CONTROL
 AJ8347  ______________________________________________________________________
 AJ8347* NAD 83(2011) POSITION- 45 52 04.29604(N) 095 10 52.89777(W)   ADJUSTED
 AJ8347* NAD 83(2011) ELLIP HT-   398.810 (meters)        (02/26/15)   ADJUSTED
 AJ8347* NAD 83(2011) EPOCH   -  2010.00
 AJ8347* NAVD 88 ORTHO HEIGHT -   425.081 (meters)     1394.62  (feet) ADJUSTED
 AJ8347  ______________________________________________________________________
 AJ8347  GEOID HEIGHT    -        -26.279 (meters)                     GEOID18
 AJ8347  NAD 83(2011) X  -   -401,796.590 (meters)                     COMP
 AJ8347  NAD 83(2011) Y  - -4,430,971.248 (meters)                     COMP
 AJ8347  NAD 83(2011) Z  -  4,555,318.907 (meters)                     COMP
 AJ8347  LAPLACE CORR    -         -3.98  (seconds)                    DEFLEC18
 AJ8347  DYNAMIC HEIGHT  -        425.076 (meters)     1394.60  (feet) COMP
 AJ8347  MODELED GRAVITY -    980,591.5   (mgal)                       NAVD 88
 AJ8347
 AJ8347  VERT ORDER      -  SECOND    CLASS I
 AJ8347
 AJ8347  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AJ8347  Standards:
 AJ8347         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AJ8347            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AJ8347  -------------------------------------------------------------------
 AJ8347  NETWORK    0.91   0.67           0.43   0.27   0.34      0.15164455
 AJ8347  -------------------------------------------------------------------
 AJ8347  Click here for local accuracies and other accuracy information.
 AJ8347
 AJ8347.The horizontal coordinates were established by GPS observations
 AJ8347.and adjusted by the MN DEPT OF TRANSP in February 2015.
 AJ8347
 AJ8347.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AJ8347.been affixed to the stable North American tectonic plate. See 
 AJ8347.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AJ8347
 AJ8347.The horizontal coordinates are valid at the epoch date displayed above
 AJ8347.which is a decimal equivalence of Year/Month/Day.
 AJ8347
 AJ8347.The orthometric height was determined by differential leveling and
 AJ8347.adjusted by the NATIONAL GEODETIC SURVEY
 AJ8347.in June 2004.
 AJ8347
 AJ8347.Significant digits in the geoid height do not necessarily reflect accuracy.
 AJ8347.GEOID18 height accuracy estimate available here.
 AJ8347
 AJ8347.Click photographs - Photos may exist for this station.
 AJ8347
 AJ8347.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ8347
 AJ8347.The Laplace correction was computed from DEFLEC18 derived deflections.
 AJ8347
 AJ8347.The ellipsoidal height was determined by GPS observations
 AJ8347.and is referenced to NAD 83.
 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. The following values were computed from the NAD 83(2011) position.
 AJ8347
 AJ8347;                    North         East     Units Scale Factor Converg.
 AJ8347;SPC MN C     -   196,884.555   727,687.112   MT  0.99995504   -0 40 25.4
 AJ8347;SPC MN C     -   645,945.41  2,387,420.13   sFT  0.99995504   -0 40 25.4
 AJ8347;UTM  15      - 5,081,679.780   330,691.765   MT  0.99995241   -1 33 57.6
 AJ8347
 AJ8347!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ8347!SPC MN C     -   0.99993748  x   0.99995504  =   0.99989252
 AJ8347!UTM  15      -   0.99993748  x   0.99995241  =   0.99988990
 AJ8347
 AJ8347_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUL3069181679(NAD 83)
 AJ8347
 AJ8347                          SUPERSEDED SURVEY CONTROL
 AJ8347
 AJ8347.No superseded survey control is available for this station.
 AJ8347
 AJ8347_MARKER: DD = SURVEY DISK
 AJ8347_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 AJ8347_STAMPING: 2106 L 1996
 AJ8347_MARK LOGO: MNDT
 AJ8347_PROJECTION: FLUSH
 AJ8347_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AJ8347_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AJ8347_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ8347+SATELLITE: SATELLITE OBSERVATIONS - June 16, 2021
 AJ8347_ROD/PIPE-DEPTH: 7.6 meters
 AJ8347
 AJ8347  HISTORY     - Date     Condition        Report By
 AJ8347  HISTORY     - 19960415 MONUMENTED       MNDT
 AJ8347  HISTORY     - 20051005 GOOD             MNDT
 AJ8347  HISTORY     - 20071029 GOOD             MNDT
 AJ8347  HISTORY     - 20120228 GOOD             MNDT
 AJ8347  HISTORY     - 20210616 GOOD             MNDT
 AJ8347
 AJ8347                          STATION DESCRIPTION
 AJ8347
 AJ8347'DESCRIBED BY MN DEPT OF TRANSP 1996 (DKH)
 AJ8347'THE MARK IS 1.4 MI (2.3 KM) WEST OF OSAKIS, 1.95 MI (3.14 KM) WEST
 AJ8347'ALONG TH 27 FROM JCT OF TH 27 AND TH 127 AT EAST EDGE OF OSAKIS, AT TH
 AJ8347'27 MP 90.2, 173.2 FT (52.8 M) NORTH OF TH 27, 32.0 FT (9.8 M) EAST OF
 AJ8347'GRAVEL RD, 4.1 FT (1.2 M) WEST OF SW COR OF NORTH BRICK GATE POST,
 AJ8347'27.3 FT (8.3 M) NNW OF NW COR OF NOLAN HEADSTONE, 8.5 FT (2.6 M) NORTH
 AJ8347'OF WEST ENT TO CALVARY CEMETERY, 3.2 FT (1.0 M) WEST OF WIT POST.
 AJ8347
 AJ8347                          STATION RECOVERY (2005)
 AJ8347
 AJ8347'RECOVERY NOTE BY MN DEPT OF TRANSP 2005 (MPP)
 AJ8347'RECOVERED AS DESCRIBED.
 AJ8347
 AJ8347                          STATION RECOVERY (2007)
 AJ8347
 AJ8347'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (JBG)
 AJ8347'RECOVERED AS DESCRIBED.
 AJ8347
 AJ8347                          STATION RECOVERY (2012)
 AJ8347
 AJ8347'RECOVERY NOTE BY MN DEPT OF TRANSP 2012 (AXL)
 AJ8347'RECOVERED AS DESCRIBED.
 AJ8347
 AJ8347                          STATION RECOVERY (2021)
 AJ8347
 AJ8347'RECOVERY NOTE BY MN DEPT OF TRANSP 2021 (KMS)
 AJ8347'1.4 MI (2.3 KM) WEST OF OSAKIS, 1.95 MI (3.14 KM) WEST ALONG COUNTY
 AJ8347'ROAD 82 FROM THE JUNCTION OF COUNTY ROAD 82 AND TRUNK HIGHWAY 127 IN
 AJ8347'EAST OSAKIS, 173.2 FT (52.8 M) NORTH OF COUNTY ROAD 82, 32.0 FT (9.8
 AJ8347'M) EAST OF CALVARY ROAD, 27.3 FT (8.3 M) NORTH-NORTHWEST OF THE
 AJ8347'NORTHWEST CORNER OF THE NOLAN HEADSTONE, 4.1 FT (1.2 M) WEST OF THE
 AJ8347'SOUTHWEST CORNER OF THE NORTH BRICK GATE POST, 8.5 FT (2.6 M) NORTH OF
 AJ8347'THE WEST ENTRANCE TO THE CALVARY CEMETERY, 3.2 FT (1.0 M) WEST OF A
 AJ8347'WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DK3849 ***********************************************************************
 DK3849  DESIGNATION -  2106 L 1
 DK3849  PID         -  DK3849
 DK3849  STATE/COUNTY-  MN/DOUGLAS
 DK3849  COUNTRY     -  US
 DK3849  USGS QUAD   -  LAKE OSAKIS WEST (2019)
 DK3849
 DK3849                         *CURRENT SURVEY CONTROL
 DK3849  ______________________________________________________________________
 DK3849* NAD 83(2011) POSITION- 45 53 33.89780(N) 095 10 52.20523(W)   ADJUSTED
 DK3849* NAD 83(2011) ELLIP HT-   396.452 (meters)        (02/26/15)   ADJUSTED
 DK3849* NAD 83(2011) EPOCH   -  2010.00
 DK3849* NAVD 88 ORTHO HEIGHT -   422.732 (meters)     1386.91  (feet) ADJUSTED
 DK3849  ______________________________________________________________________
 DK3849  GEOID HEIGHT    -        -26.291 (meters)                     GEOID18
 DK3849  NAD 83(2011) X  -   -401,602.209 (meters)                     COMP
 DK3849  NAD 83(2011) Y  - -4,428,992.970 (meters)                     COMP
 DK3849  NAD 83(2011) Z  -  4,557,243.211 (meters)                     COMP
 DK3849  LAPLACE CORR    -         -3.70  (seconds)                    DEFLEC18
 DK3849  DYNAMIC HEIGHT  -        422.728 (meters)     1386.90  (feet) COMP
 DK3849  MODELED GRAVITY -    980,594.0   (mgal)                       NAVD 88
 DK3849
 DK3849  VERT ORDER      -  SECOND    CLASS I
 DK3849
 DK3849  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DK3849  Standards:
 DK3849         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DK3849            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DK3849  -------------------------------------------------------------------
 DK3849  NETWORK    1.02   0.74           0.48   0.32   0.38      0.08112053
 DK3849  -------------------------------------------------------------------
 DK3849  Click here for local accuracies and other accuracy information.
 DK3849
 DK3849.The horizontal coordinates were established by GPS observations
 DK3849.and adjusted by the MN DEPT OF TRANSP in February 2015.
 DK3849
 DK3849.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DK3849.been affixed to the stable North American tectonic plate. See 
 DK3849.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DK3849
 DK3849.The horizontal coordinates are valid at the epoch date displayed above
 DK3849.which is a decimal equivalence of Year/Month/Day.
 DK3849
 DK3849.The orthometric height was determined by differential leveling and
 DK3849.adjusted by the NATIONAL GEODETIC SURVEY
 DK3849.in June 2008.
 DK3849
 DK3849.Significant digits in the geoid height do not necessarily reflect accuracy.
 DK3849.GEOID18 height accuracy estimate available here.
 DK3849
 DK3849.Click photographs - Photos may exist for this station.
 DK3849
 DK3849.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DK3849
 DK3849.The Laplace correction was computed from DEFLEC18 derived deflections.
 DK3849
 DK3849.The ellipsoidal height was determined by GPS observations
 DK3849.and is referenced to NAD 83.
 DK3849
 DK3849.The dynamic height is computed by dividing the NAVD 88
 DK3849.geopotential number by the normal gravity value computed on the
 DK3849.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK3849.degrees latitude (g = 980.6199 gals.).
 DK3849
 DK3849.The modeled gravity was interpolated from observed gravity values.
 DK3849
 DK3849. The following values were computed from the NAD 83(2011) position.
 DK3849
 DK3849;                    North         East     Units Scale Factor Converg.
 DK3849;SPC MN C     -   199,650.488   727,734.569   MT  0.99995162   -0 40 24.9
 DK3849;SPC MN C     -   655,019.98  2,387,575.83   sFT  0.99995162   -0 40 24.9
 DK3849;UTM  15      - 5,084,444.635   330,782.304   MT  0.99995203   -1 33 59.5
 DK3849
 DK3849!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DK3849!SPC MN C     -   0.99993785  x   0.99995162  =   0.99988947
 DK3849!UTM  15      -   0.99993785  x   0.99995203  =   0.99988988
 DK3849
 DK3849:                Primary Azimuth Mark                     Grid Az
 DK3849:SPC MN C     -  2106 L 4                                 033 37 14.6
 DK3849:UTM  15      -  2106 L 4                                 034 30 49.2
 DK3849
 DK3849_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUL3078284444(NAD 83)
 DK3849
 DK3849|---------------------------------------------------------------------|
 DK3849| PID    Reference Object                     Distance      Geod. Az  |
 DK3849|                                                           dddmmss.s |
 DK3849| DK3846 2106 L 4                            APPROX. 1.4 KM 0325649.7 |
 DK3849| DK3845 2106 L 5                            APPROX. 1.0 KM 1225923.0 |
 DK3849|---------------------------------------------------------------------|
 DK3849
 DK3849                          SUPERSEDED SURVEY CONTROL
 DK3849
 DK3849.No superseded survey control is available for this station.
 DK3849
 DK3849_MARKER: DD = SURVEY DISK
 DK3849_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DK3849_STAMPING: 2106 L1 2005
 DK3849_MARK LOGO: MNDT
 DK3849_PROJECTION: RECESSED 5 CENTIMETERS
 DK3849_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DK3849_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DK3849_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DK3849+SATELLITE: SATELLITE OBSERVATIONS - October 11, 2012
 DK3849_ROD/PIPE-DEPTH: 6.1 meters
 DK3849
 DK3849  HISTORY     - Date     Condition        Report By
 DK3849  HISTORY     - 2005     MONUMENTED       MNDT
 DK3849  HISTORY     - 20121011 GOOD             DUCKS
 DK3849
 DK3849                          STATION DESCRIPTION
 DK3849
 DK3849'DESCRIBED BY MN DEPT OF TRANSP 2005
 DK3849'2.5 MI (4.0 KM) NORTH-NORTHWEST OF OSAKIS, 2.05 MI (3.3 KM) WEST ALONG
 DK3849'TRUNK HIGHWAY 27 FROM THE JUNCTION OF TRUNK HIGHWAY 27 AND TRUNK
 DK3849'HIGHWAY 127 EAST EDGE OF OSAKIS, TO TRUNK HIGHWAY 27 MILE POINT 90.2,
 DK3849'THEN 1.75 MI (2.8 KM) NORTH ON CALVARY ROAD, 24.0 FT (7.3 M) EAST OF
 DK3849'CALVARY ROAD, 24.6 FT (7.5 M) NORTH OF ENTRANCE, 153.4 FT (46.8 M)
 DK3849'NORTH OF A POWER POLE, O.8 FEET WEST OF A WITNESS POST.
 DK3849
 DK3849                          STATION RECOVERY (2012)
 DK3849
 DK3849'RECOVERY NOTE BY DUCKS UNLIMITED 2012 (GLJ)
 DK3849'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DK3848 ***********************************************************************
 DK3848  DESIGNATION -  2106 L 2
 DK3848  PID         -  DK3848
 DK3848  STATE/COUNTY-  MN/DOUGLAS
 DK3848  COUNTRY     -  US
 DK3848  USGS QUAD   -  LAKE OSAKIS WEST (2019)
 DK3848
 DK3848                         *CURRENT SURVEY CONTROL
 DK3848  ______________________________________________________________________
 DK3848* NAD 83(2011) POSITION- 45 55 04.83756(N) 095 10 52.30144(W)   ADJUSTED
 DK3848* NAD 83(2011) ELLIP HT-   386.615 (meters)        (02/26/15)   ADJUSTED
 DK3848* NAD 83(2011) EPOCH   -  2010.00
 DK3848* NAVD 88 ORTHO HEIGHT -   412.919 (meters)     1354.72  (feet) ADJUSTED
 DK3848  ______________________________________________________________________
 DK3848  GEOID HEIGHT    -        -26.303 (meters)                     GEOID18
 DK3848  NAD 83(2011) X  -   -401,421.544 (meters)                     COMP
 DK3848  NAD 83(2011) Y  - -4,426,977.578 (meters)                     COMP
 DK3848  NAD 83(2011) Z  -  4,559,190.027 (meters)                     COMP
 DK3848  LAPLACE CORR    -         -3.30  (seconds)                    DEFLEC18
 DK3848  DYNAMIC HEIGHT  -        412.916 (meters)     1354.71  (feet) COMP
 DK3848  MODELED GRAVITY -    980,596.4   (mgal)                       NAVD 88
 DK3848
 DK3848  VERT ORDER      -  SECOND    CLASS I
 DK3848
 DK3848  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DK3848  Standards:
 DK3848         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DK3848            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DK3848  -------------------------------------------------------------------
 DK3848  NETWORK    0.73   0.57           0.34   0.24   0.29      0.11649357
 DK3848  -------------------------------------------------------------------
 DK3848  Click here for local accuracies and other accuracy information.
 DK3848
 DK3848.The horizontal coordinates were established by GPS observations
 DK3848.and adjusted by the MN DEPT OF TRANSP in February 2015.
 DK3848
 DK3848.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DK3848.been affixed to the stable North American tectonic plate. See 
 DK3848.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DK3848
 DK3848.The horizontal coordinates are valid at the epoch date displayed above
 DK3848.which is a decimal equivalence of Year/Month/Day.
 DK3848
 DK3848.The orthometric height was determined by differential leveling and
 DK3848.adjusted by the NATIONAL GEODETIC SURVEY
 DK3848.in June 2008.
 DK3848
 DK3848.Significant digits in the geoid height do not necessarily reflect accuracy.
 DK3848.GEOID18 height accuracy estimate available here.
 DK3848
 DK3848.Click photographs - Photos may exist for this station.
 DK3848
 DK3848.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DK3848
 DK3848.The Laplace correction was computed from DEFLEC18 derived deflections.
 DK3848
 DK3848.The ellipsoidal height was determined by GPS observations
 DK3848.and is referenced to NAD 83.
 DK3848
 DK3848.The dynamic height is computed by dividing the NAVD 88
 DK3848.geopotential number by the normal gravity value computed on the
 DK3848.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK3848.degrees latitude (g = 980.6199 gals.).
 DK3848
 DK3848.The modeled gravity was interpolated from observed gravity values.
 DK3848
 DK3848. The following values were computed from the NAD 83(2011) position.
 DK3848
 DK3848;                    North         East     Units Scale Factor Converg.
 DK3848;SPC MN C     -   202,457.930   727,765.502   MT  0.99994834   -0 40 25.0
 DK3848;SPC MN C     -   664,230.73  2,387,677.32   sFT  0.99994834   -0 40 25.0
 DK3848;UTM  15      - 5,087,251.259   330,857.002   MT  0.99995172   -1 34 02.0
 DK3848
 DK3848!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DK3848!SPC MN C     -   0.99993939  x   0.99994834  =   0.99988774
 DK3848!UTM  15      -   0.99993939  x   0.99995172  =   0.99989112
 DK3848
 DK3848:                Primary Azimuth Mark                     Grid Az
 DK3848:SPC MN C     -  2106 L 3                                 087 53 19.5
 DK3848:UTM  15      -  2106 L 3                                 088 46 56.5
 DK3848
 DK3848_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUL3085787251(NAD 83)
 DK3848
 DK3848|---------------------------------------------------------------------|
 DK3848| PID    Reference Object                     Distance      Geod. Az  |
 DK3848|                                                           dddmmss.s |
 DK3848| DK3847 2106 L 3                            APPROX. 0.8 KM 0871254.5 |
 DK3848|---------------------------------------------------------------------|
 DK3848
 DK3848                          SUPERSEDED SURVEY CONTROL
 DK3848
 DK3848.No superseded survey control is available for this station.
 DK3848
 DK3848_MARKER: DD = SURVEY DISK
 DK3848_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DK3848_STAMPING: 2106 L2 2005
 DK3848_MARK LOGO: MNDT
 DK3848_PROJECTION: FLUSH
 DK3848_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DK3848_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DK3848_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DK3848+SATELLITE: SATELLITE OBSERVATIONS - February 28, 2012
 DK3848_ROD/PIPE-DEPTH: 4.6 meters
 DK3848
 DK3848  HISTORY     - Date     Condition        Report By
 DK3848  HISTORY     - 2005     MONUMENTED       MNDT
 DK3848  HISTORY     - 20120228 GOOD             MNDT
 DK3848
 DK3848                          STATION DESCRIPTION
 DK3848
 DK3848'DESCRIBED BY MN DEPT OF TRANSP 2005
 DK3848'4.0 MI (6.4 KM) NORTH-NORTHWEST OF OSAKIS, 2.05 MI (3.3 KM) WEST ALONG
 DK3848'TRUNK HIGHWAY 27 FROM THE JUNCTION OF TRUNK HIGHWAY 27 AND TRUNK
 DK3848'HIGHWAY 127 EAST EDGE OF OSAKIS, TO THE 27 MILE POINT 90.2, THEN 3.50
 DK3848'MI (5.6 KM) NORTH ON CALVARY ROAD, 34.4 FT (10.5 M) WEST OF CALVARY
 DK3848'ROAD, 52.0 FT (15.8 M) SOUTH OF COUNTY ROAD 73, 1.2 FT (0.4 M) NORTH
 DK3848'OF A FENCE POST, 1.9 FT (0.6 M) EAST OF RIGHT A WAY POST, 115.1 FT
 DK3848'(35.1 M) WEST- SOUTHWEST OF A POWER POLE, 0.7 FT (0.2 M) NORTH OF A
 DK3848'WITNESS POST.
 DK3848
 DK3848                          STATION RECOVERY (2012)
 DK3848
 DK3848'RECOVERY NOTE BY MN DEPT OF TRANSP 2012 (MPP)
 DK3848'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DK3847 ***********************************************************************
 DK3847  DESIGNATION -  2106 L 3
 DK3847  PID         -  DK3847
 DK3847  STATE/COUNTY-  MN/DOUGLAS
 DK3847  COUNTRY     -  US
 DK3847  USGS QUAD   -  LAKE OSAKIS WEST (2019)
 DK3847
 DK3847                         *CURRENT SURVEY CONTROL
 DK3847  ______________________________________________________________________
 DK3847* NAD 83(2011) POSITION- 45 55 06.11723(N) 095 10 14.55822(W)   ADJUSTED
 DK3847* NAD 83(2011) ELLIP HT-   385.337 (meters)        (02/26/15)   ADJUSTED
 DK3847* NAD 83(2011) EPOCH   -  2010.00
 DK3847* NAVD 88 ORTHO HEIGHT -   411.655 (meters)     1350.57  (feet) ADJUSTED
 DK3847  ______________________________________________________________________
 DK3847  GEOID HEIGHT    -        -26.317 (meters)                     GEOID18
 DK3847  NAD 83(2011) X  -   -400,608.831 (meters)                     COMP
 DK3847  NAD 83(2011) Y  - -4,427,021.804 (meters)                     COMP
 DK3847  NAD 83(2011) Z  -  4,559,216.597 (meters)                     COMP
 DK3847  LAPLACE CORR    -         -3.39  (seconds)                    DEFLEC18
 DK3847  DYNAMIC HEIGHT  -        411.652 (meters)     1350.56  (feet) COMP
 DK3847  MODELED GRAVITY -    980,595.7   (mgal)                       NAVD 88
 DK3847
 DK3847  VERT ORDER      -  SECOND    CLASS I
 DK3847
 DK3847  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DK3847  Standards:
 DK3847         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DK3847            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DK3847  -------------------------------------------------------------------
 DK3847  NETWORK    0.63   0.53           0.29   0.21   0.27      0.11045467
 DK3847  -------------------------------------------------------------------
 DK3847  Click here for local accuracies and other accuracy information.
 DK3847
 DK3847.The horizontal coordinates were established by GPS observations
 DK3847.and adjusted by the MN DEPT OF TRANSP in February 2015.
 DK3847
 DK3847.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DK3847.been affixed to the stable North American tectonic plate. See 
 DK3847.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DK3847
 DK3847.The horizontal coordinates are valid at the epoch date displayed above
 DK3847.which is a decimal equivalence of Year/Month/Day.
 DK3847
 DK3847.The orthometric height was determined by differential leveling and
 DK3847.adjusted by the NATIONAL GEODETIC SURVEY
 DK3847.in June 2008.
 DK3847
 DK3847.Significant digits in the geoid height do not necessarily reflect accuracy.
 DK3847.GEOID18 height accuracy estimate available here.
 DK3847
 DK3847.Click photographs - Photos may exist for this station.
 DK3847
 DK3847.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DK3847
 DK3847.The Laplace correction was computed from DEFLEC18 derived deflections.
 DK3847
 DK3847.The ellipsoidal height was determined by GPS observations
 DK3847.and is referenced to NAD 83.
 DK3847
 DK3847.The dynamic height is computed by dividing the NAVD 88
 DK3847.geopotential number by the normal gravity value computed on the
 DK3847.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK3847.degrees latitude (g = 980.6199 gals.).
 DK3847
 DK3847.The modeled gravity was interpolated from observed gravity values.
 DK3847
 DK3847. The following values were computed from the NAD 83(2011) position.
 DK3847
 DK3847;                    North         East     Units Scale Factor Converg.
 DK3847;SPC MN C     -   202,487.927   728,579.206   MT  0.99994830   -0 39 57.7
 DK3847;SPC MN C     -   664,329.14  2,390,346.95   sFT  0.99994830   -0 39 57.7
 DK3847;UTM  15      - 5,087,268.562   331,671.075   MT  0.99994834   -1 33 34.9
 DK3847
 DK3847!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DK3847!SPC MN C     -   0.99993959  x   0.99994830  =   0.99988790
 DK3847!UTM  15      -   0.99993959  x   0.99994834  =   0.99988794
 DK3847
 DK3847:                Primary Azimuth Mark                     Grid Az
 DK3847:SPC MN C     -  2106 L 2                                 267 53 19.4
 DK3847:UTM  15      -  2106 L 2                                 268 46 56.6
 DK3847
 DK3847_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUL3167187268(NAD 83)
 DK3847
 DK3847|---------------------------------------------------------------------|
 DK3847| PID    Reference Object                     Distance      Geod. Az  |
 DK3847|                                                           dddmmss.s |
 DK3847| DK3848 2106 L 2                            APPROX. 0.8 KM 2671321.7 |
 DK3847|---------------------------------------------------------------------|
 DK3847
 DK3847                          SUPERSEDED SURVEY CONTROL
 DK3847
 DK3847.No superseded survey control is available for this station.
 DK3847
 DK3847_MARKER: DD = SURVEY DISK
 DK3847_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DK3847_STAMPING: 2106 L3 2005
 DK3847_MARK LOGO: MNDT
 DK3847_PROJECTION: RECESSED 8 CENTIMETERS
 DK3847_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DK3847_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DK3847_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DK3847+SATELLITE: SATELLITE OBSERVATIONS - February 28, 2012
 DK3847_ROD/PIPE-DEPTH: 7.6 meters
 DK3847
 DK3847  HISTORY     - Date     Condition        Report By
 DK3847  HISTORY     - 2005     MONUMENTED       MNDT
 DK3847  HISTORY     - 20120228 GOOD             MNDT
 DK3847
 DK3847                          STATION DESCRIPTION
 DK3847
 DK3847'DESCRIBED BY MN DEPT OF TRANSP 2005
 DK3847'4.0 MI (6.4 KM) NORTH-NORTHWEST OF OSAKIS, 1.15 MI (1.9 KM) WEST ALONG
 DK3847'TRUNK HIGHWAY 27 FROM THE JUNCTION OF TRUNK HIGHWAY 27 AND TRUNK
 DK3847'HIGHWAY 127 IN OSAKIS, THEN 3.6 MI (5.8 KM) NORTH ON COUNTY ROAD 3, AT
 DK3847'TRUNK HIGHWAY 27 MILE POINT 91.1, 50.1 FT (15.3 M) WEST OF COUNTY ROAD
 DK3847'3, 39.4 FT (12.0 M) NORTH OF COUNTY ROAD 73, 6.7 FT (2.0 M) NORTH OF A
 DK3847'POWER POLE, 6.8 FT (2.1 M) NORTH OF A WITNESS POST.
 DK3847
 DK3847                          STATION RECOVERY (2012)
 DK3847
 DK3847'RECOVERY NOTE BY MN DEPT OF TRANSP 2012 (PXG)
 DK3847'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DK3846 ***********************************************************************
 DK3846  DESIGNATION -  2106 L 4
 DK3846  PID         -  DK3846
 DK3846  STATE/COUNTY-  MN/DOUGLAS
 DK3846  COUNTRY     -  US
 DK3846  USGS QUAD   -  LAKE OSAKIS WEST (2019)
 DK3846
 DK3846                         *CURRENT SURVEY CONTROL
 DK3846  ______________________________________________________________________
 DK3846* NAD 83(2011) POSITION- 45 54 13.17093(N) 095 10 15.74566(W)   ADJUSTED
 DK3846* NAD 83(2011) ELLIP HT-   391.994 (meters)        (02/26/15)   ADJUSTED
 DK3846* NAD 83(2011) EPOCH   -  2010.00
 DK3846* NAVD 88 ORTHO HEIGHT -   418.302 (meters)     1372.38  (feet) ADJUSTED
 DK3846  ______________________________________________________________________
 DK3846  GEOID HEIGHT    -        -26.309 (meters)                     GEOID18
 DK3846  NAD 83(2011) X  -   -400,740.566 (meters)                     COMP
 DK3846  NAD 83(2011) Y  - -4,428,193.551 (meters)                     COMP
 DK3846  NAD 83(2011) Z  -  4,558,083.918 (meters)                     COMP
 DK3846  LAPLACE CORR    -         -3.74  (seconds)                    DEFLEC18
 DK3846  DYNAMIC HEIGHT  -        418.299 (meters)     1372.37  (feet) COMP
 DK3846  MODELED GRAVITY -    980,594.3   (mgal)                       NAVD 88
 DK3846
 DK3846  VERT ORDER      -  SECOND    CLASS I
 DK3846
 DK3846  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DK3846  Standards:
 DK3846         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DK3846            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DK3846  -------------------------------------------------------------------
 DK3846  NETWORK    1.00   0.69           0.47   0.31   0.35      0.14320797
 DK3846  -------------------------------------------------------------------
 DK3846  Click here for local accuracies and other accuracy information.
 DK3846
 DK3846.The horizontal coordinates were established by GPS observations
 DK3846.and adjusted by the MN DEPT OF TRANSP in February 2015.
 DK3846
 DK3846.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DK3846.been affixed to the stable North American tectonic plate. See 
 DK3846.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DK3846
 DK3846.The horizontal coordinates are valid at the epoch date displayed above
 DK3846.which is a decimal equivalence of Year/Month/Day.
 DK3846
 DK3846.The orthometric height was determined by differential leveling and
 DK3846.adjusted by the NATIONAL GEODETIC SURVEY
 DK3846.in June 2008.
 DK3846
 DK3846.No vertical observational check was made to the station.
 DK3846
 DK3846.Significant digits in the geoid height do not necessarily reflect accuracy.
 DK3846.GEOID18 height accuracy estimate available here.
 DK3846
 DK3846.Click photographs - Photos may exist for this station.
 DK3846
 DK3846.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DK3846
 DK3846.The Laplace correction was computed from DEFLEC18 derived deflections.
 DK3846
 DK3846.The ellipsoidal height was determined by GPS observations
 DK3846.and is referenced to NAD 83.
 DK3846
 DK3846.The dynamic height is computed by dividing the NAVD 88
 DK3846.geopotential number by the normal gravity value computed on the
 DK3846.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK3846.degrees latitude (g = 980.6199 gals.).
 DK3846
 DK3846.The modeled gravity was interpolated from observed gravity values.
 DK3846
 DK3846. The following values were computed from the NAD 83(2011) position.
 DK3846
 DK3846;                    North         East     Units Scale Factor Converg.
 DK3846;SPC MN C     -   200,853.707   728,534.612   MT  0.99995018   -0 39 58.6
 DK3846;SPC MN C     -   658,967.54  2,390,200.64   sFT  0.99995018   -0 39 58.6
 DK3846;UTM  15      - 5,085,635.237   331,601.004   MT  0.99994864   -1 33 34.4
 DK3846
 DK3846!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DK3846!SPC MN C     -   0.99993855  x   0.99995018  =   0.99988873
 DK3846!UTM  15      -   0.99993855  x   0.99994864  =   0.99988719
 DK3846
 DK3846:                Primary Azimuth Mark                     Grid Az
 DK3846:SPC MN C     -  2106 L 5                                 178 02 19.9
 DK3846:UTM  15      -  2106 L 5                                 178 55 55.7
 DK3846
 DK3846_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUL3160185635(NAD 83)
 DK3846
 DK3846|---------------------------------------------------------------------|
 DK3846| PID    Reference Object                     Distance      Geod. Az  |
 DK3846|                                                           dddmmss.s |
 DK3846| DK3845 2106 L 5                            APPROX. 1.8 KM 1772221.3 |
 DK3846| DK3849 2106 L 1                            APPROX. 1.4 KM 2125715.9 |
 DK3846|---------------------------------------------------------------------|
 DK3846
 DK3846                          SUPERSEDED SURVEY CONTROL
 DK3846
 DK3846.No superseded survey control is available for this station.
 DK3846
 DK3846_MARKER: DD = SURVEY DISK
 DK3846_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DK3846_STAMPING: 2106 L4 2005
 DK3846_MARK LOGO: MNDT
 DK3846_PROJECTION: FLUSH
 DK3846_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DK3846_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DK3846_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DK3846+SATELLITE: SATELLITE OBSERVATIONS - February 28, 2012
 DK3846_ROD/PIPE-DEPTH: 6.1 meters
 DK3846
 DK3846  HISTORY     - Date     Condition        Report By
 DK3846  HISTORY     - 2005     MONUMENTED       MNDT
 DK3846  HISTORY     - 20120228 GOOD             MNDT
 DK3846
 DK3846                          STATION DESCRIPTION
 DK3846
 DK3846'DESCRIBED BY MN DEPT OF TRANSP 2005
 DK3846'3.0 MI (4.8 KM) NORTH-NORTHWEST OF OASKIS, 1.15 MI (1.9 KM) WEST ALONG
 DK3846'TRUNK HIGHWAY 27 FROM THE JUNCTION OF TRUNK HIGHWAY 27 AND TRUNK
 DK3846'HIGHWAY 127 EAST EDGE OF OASKIS, TO TRUNK HIGHWAY 27 MILE POINT 91.1,
 DK3846'THEN 2.53 MI (4.1 KM) NORTH ON COUNTY ROAD 3, 62.4 FT (19.0 M) WEST OF
 DK3846'COUNTY ROAD 3, 31.5 FT (9.6 M) SOUTH OF BIRD LAKE ROAD, 66.1 FT (20.1
 DK3846'M) SOUTH-SOUTHWEST OF A POWER POLE WITH TRANSFORMER, 2.7 FT (0.8 M)
 DK3846'EAST OF A FENCE CORNER POST, 0.9 FT (0.3 M) EAST OF A WITNESS POST.
 DK3846
 DK3846                          STATION RECOVERY (2012)
 DK3846
 DK3846'RECOVERY NOTE BY MN DEPT OF TRANSP 2012 (AXL)
 DK3846'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DK3845 ***********************************************************************
 DK3845  DESIGNATION -  2106 L 5
 DK3845  PID         -  DK3845
 DK3845  STATE/COUNTY-  MN/DOUGLAS
 DK3845  COUNTRY     -  US
 DK3845  USGS QUAD   -  LAKE OSAKIS WEST (2019)
 DK3845
 DK3845                         *CURRENT SURVEY CONTROL
 DK3845  ______________________________________________________________________
 DK3845* NAD 83(2011) POSITION- 45 53 15.65426(N) 095 10 11.96611(W)   ADJUSTED
 DK3845* NAD 83(2011) ELLIP HT-   384.395 (meters)        (02/26/15)   ADJUSTED
 DK3845* NAD 83(2011) EPOCH   -  2010.00
 DK3845* NAVD 88 ORTHO HEIGHT -   410.694 (meters)     1347.42  (feet) ADJUSTED
 DK3845  ______________________________________________________________________
 DK3845  GEOID HEIGHT    -        -26.305 (meters)                     GEOID18
 DK3845  NAD 83(2011) X  -   -400,773.862 (meters)                     COMP
 DK3845  NAD 83(2011) Y  - -4,429,465.682 (meters)                     COMP
 DK3845  NAD 83(2011) Z  -  4,556,842.477 (meters)                     COMP
 DK3845  LAPLACE CORR    -         -4.13  (seconds)                    DEFLEC18
 DK3845  DYNAMIC HEIGHT  -        410.690 (meters)     1347.41  (feet) COMP
 DK3845  MODELED GRAVITY -    980,592.7   (mgal)                       NAVD 88
 DK3845
 DK3845  VERT ORDER      -  SECOND    CLASS I
 DK3845
 DK3845  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DK3845  Standards:
 DK3845         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DK3845            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DK3845  -------------------------------------------------------------------
 DK3845  NETWORK    1.05   0.76           0.50   0.31   0.39      0.07223612
 DK3845  -------------------------------------------------------------------
 DK3845  Click here for local accuracies and other accuracy information.
 DK3845
 DK3845.The horizontal coordinates were established by GPS observations
 DK3845.and adjusted by the MN DEPT OF TRANSP in February 2015.
 DK3845
 DK3845.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DK3845.been affixed to the stable North American tectonic plate. See 
 DK3845.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DK3845
 DK3845.The horizontal coordinates are valid at the epoch date displayed above
 DK3845.which is a decimal equivalence of Year/Month/Day.
 DK3845
 DK3845.The orthometric height was determined by differential leveling and
 DK3845.adjusted by the NATIONAL GEODETIC SURVEY
 DK3845.in June 2008.
 DK3845
 DK3845.No vertical observational check was made to the station.
 DK3845
 DK3845.Significant digits in the geoid height do not necessarily reflect accuracy.
 DK3845.GEOID18 height accuracy estimate available here.
 DK3845
 DK3845.Click photographs - Photos may exist for this station.
 DK3845
 DK3845.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DK3845
 DK3845.The Laplace correction was computed from DEFLEC18 derived deflections.
 DK3845
 DK3845.The ellipsoidal height was determined by GPS observations
 DK3845.and is referenced to NAD 83.
 DK3845
 DK3845.The dynamic height is computed by dividing the NAVD 88
 DK3845.geopotential number by the normal gravity value computed on the
 DK3845.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK3845.degrees latitude (g = 980.6199 gals.).
 DK3845
 DK3845.The modeled gravity was interpolated from observed gravity values.
 DK3845
 DK3845. The following values were computed from the NAD 83(2011) position.
 DK3845
 DK3845;                    North         East     Units Scale Factor Converg.
 DK3845;SPC MN C     -   199,077.151   728,595.445   MT  0.99995231   -0 39 55.8
 DK3845;SPC MN C     -   653,138.95  2,390,400.22   sFT  0.99995231   -0 39 55.8
 DK3845;UTM  15      - 5,083,857.953   331,634.140   MT  0.99994850   -1 33 30.1
 DK3845
 DK3845!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DK3845!SPC MN C     -   0.99993974  x   0.99995231  =   0.99989205
 DK3845!UTM  15      -   0.99993974  x   0.99994850  =   0.99988824
 DK3845
 DK3845:                Primary Azimuth Mark                     Grid Az
 DK3845:SPC MN C     -  2106 L 1                                 303 39 47.7
 DK3845:UTM  15      -  2106 L 1                                 304 33 22.0
 DK3845
 DK3845_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUL3163483857(NAD 83)
 DK3845
 DK3845|---------------------------------------------------------------------|
 DK3845| PID    Reference Object                     Distance      Geod. Az  |
 DK3845|                                                           dddmmss.s |
 DK3845| DK3849 2106 L 1                            APPROX. 1.0 KM 3025951.9 |
 DK3845|---------------------------------------------------------------------|
 DK3845
 DK3845                          SUPERSEDED SURVEY CONTROL
 DK3845
 DK3845.No superseded survey control is available for this station.
 DK3845
 DK3845_MARKER: DD = SURVEY DISK
 DK3845_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DK3845_STAMPING: 2106 L5 2005
 DK3845_MARK LOGO: MNDT
 DK3845_PROJECTION: RECESSED 10 CENTIMETERS
 DK3845_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DK3845_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DK3845_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DK3845+SATELLITE: SATELLITE OBSERVATIONS - October 11, 2012
 DK3845_ROD/PIPE-DEPTH: 4.6 meters
 DK3845
 DK3845  HISTORY     - Date     Condition        Report By
 DK3845  HISTORY     - 2005     MONUMENTED       MNDT
 DK3845  HISTORY     - 20121011 GOOD             DUCKS
 DK3845
 DK3845                          STATION DESCRIPTION
 DK3845
 DK3845'DESCRIBED BY MN DEPT OF TRANSP 2005
 DK3845'2.0 MI (3.2 KM) NORTH-NORTHWEST OF OSAKIS, 1.15 MI (1.9 KM) WEST ALONG
 DK3845'TRUNK HIGHWAY 27 FROM THE JUNCTION OF TRUNK HIGHWAY 27 AND TRUNK
 DK3845'HIGHWAY 127 EAST EDGE OF OASKIS, TO TRUNK HIGHWAY 27 MILE POINT 91.1,
 DK3845'THEN 1.43 MI (2.3 KM) NORTH ON COUNTY ROAD 3, 44.9 FT (13.7 M)
 DK3845'EAST-NORTHEAST OF A FIELD ENTRANCE, 0.9 FT (0.3 M) WEST-SOUTHWEST OF A
 DK3845'WITNESS POST.
 DK3845
 DK3845                          STATION RECOVERY (2012)
 DK3845
 DK3845'RECOVERY NOTE BY DUCKS UNLIMITED 2012 (GLJ)
 DK3845'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 AJ8348 ***********************************************************************
 AJ8348  DESIGNATION -  2106 M
 AJ8348  PID         -  AJ8348
 AJ8348  STATE/COUNTY-  MN/DOUGLAS
 AJ8348  COUNTRY     -  US
 AJ8348  USGS QUAD   -  OSAKIS (2019)
 AJ8348
 AJ8348                         *CURRENT SURVEY CONTROL
 AJ8348  ______________________________________________________________________
 AJ8348* NAD 83(2011) POSITION- 45 52 04.09778(N) 095 09 47.90353(W)   ADJUSTED
 AJ8348* NAD 83(2011) ELLIP HT-   384.462 (meters)        (02/26/15)   ADJUSTED
 AJ8348* NAD 83(2011) EPOCH   -  2010.00
 AJ8348* NAVD 88 ORTHO HEIGHT -   410.738 (meters)     1347.56  (feet) ADJUSTED
 AJ8348  ______________________________________________________________________
 AJ8348  GEOID HEIGHT    -        -26.307 (meters)                     GEOID18
 AJ8348  NAD 83(2011) X  -   -400,399.863 (meters)                     COMP
 AJ8348  NAD 83(2011) Y  - -4,431,092.060 (meters)                     COMP
 AJ8348  NAD 83(2011) Z  -  4,555,304.346 (meters)                     COMP
 AJ8348  LAPLACE CORR    -         -4.17  (seconds)                    DEFLEC18
 AJ8348  DYNAMIC HEIGHT  -        410.732 (meters)     1347.54  (feet) COMP
 AJ8348  MODELED GRAVITY -    980,590.3   (mgal)                       NAVD 88
 AJ8348
 AJ8348  VERT ORDER      -  SECOND    CLASS I
 AJ8348
 AJ8348  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AJ8348  Standards:
 AJ8348         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AJ8348            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AJ8348  -------------------------------------------------------------------
 AJ8348  NETWORK    0.91   0.71           0.44   0.25   0.36      0.05551095
 AJ8348  -------------------------------------------------------------------
 AJ8348  Click here for local accuracies and other accuracy information.
 AJ8348
 AJ8348.The horizontal coordinates were established by GPS observations
 AJ8348.and adjusted by the MN DEPT OF TRANSP in February 2015.
 AJ8348
 AJ8348.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AJ8348.been affixed to the stable North American tectonic plate. See 
 AJ8348.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AJ8348
 AJ8348.The horizontal coordinates are valid at the epoch date displayed above
 AJ8348.which is a decimal equivalence of Year/Month/Day.
 AJ8348
 AJ8348.The orthometric height was determined by differential leveling and
 AJ8348.adjusted by the NATIONAL GEODETIC SURVEY
 AJ8348.in December 2013.
 AJ8348
 AJ8348.Significant digits in the geoid height do not necessarily reflect accuracy.
 AJ8348.GEOID18 height accuracy estimate available here.
 AJ8348
 AJ8348.Click photographs - Photos may exist for this station.
 AJ8348
 AJ8348.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ8348
 AJ8348.The Laplace correction was computed from DEFLEC18 derived deflections.
 AJ8348
 AJ8348.The ellipsoidal height was determined by GPS observations
 AJ8348.and is referenced to NAD 83.
 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. The following values were computed from the NAD 83(2011) position.
 AJ8348
 AJ8348;                    North         East     Units Scale Factor Converg.
 AJ8348;SPC MN C     -   196,862.112   729,088.728   MT  0.99995505   -0 39 38.4
 AJ8348;SPC MN C     -   645,871.78  2,392,018.60   sFT  0.99995505   -0 39 38.4
 AJ8348;UTM  15      - 5,081,635.512   332,092.853   MT  0.99994660   -1 33 11.0
 AJ8348
 AJ8348!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ8348!SPC MN C     -   0.99993973  x   0.99995505  =   0.99989478
 AJ8348!UTM  15      -   0.99993973  x   0.99994660  =   0.99988633
 AJ8348
 AJ8348_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUL3209281635(NAD 83)
 AJ8348
 AJ8348                          SUPERSEDED SURVEY CONTROL
 AJ8348
 AJ8348  NAVD 88 (06/02/04)  410.746  (m)         1347.59   (f) SUPERSEDED  2 1
 AJ8348
 AJ8348.Superseded values are not recommended for survey control.
 AJ8348
 AJ8348.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ8348.See file dsdata.pdf to determine how the superseded data were derived.
 AJ8348
 AJ8348_MARKER: DD = SURVEY DISK
 AJ8348_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 AJ8348_STAMPING: 2106 M 1996
 AJ8348_MARK LOGO: MNDT
 AJ8348_PROJECTION: FLUSH
 AJ8348_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AJ8348_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AJ8348_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ8348+SATELLITE: SATELLITE OBSERVATIONS - June 16, 2021
 AJ8348_ROD/PIPE-DEPTH: 10.7 meters
 AJ8348
 AJ8348  HISTORY     - Date     Condition        Report By
 AJ8348  HISTORY     - 19960415 MONUMENTED       MNDT
 AJ8348  HISTORY     - 20051005 GOOD             MNDT
 AJ8348  HISTORY     - 20071029 GOOD             MNDT
 AJ8348  HISTORY     - 20120228 GOOD             MNDT
 AJ8348  HISTORY     - 20210616 GOOD             MNDT
 AJ8348
 AJ8348                          STATION DESCRIPTION
 AJ8348
 AJ8348'DESCRIBED BY MN DEPT OF TRANSP 1996 (DKH)
 AJ8348'THE MARK IS 0.5 MI (0.8 KM) WEST OF OSAKIS, 1.1 MI (1.8 KM) WEST ALONG
 AJ8348'TH 27 FROM JCT OF TH 27 AND TH 127 AT EAST EDGE OF OSAKIS, AT TH 27 MP
 AJ8348'91.05, 114.4 FT (34.9 M) NORTH OF TH 27, 94.0 FT (28.7 M) WEST OF CO
 AJ8348'RD 3, 7.1 FT (2.2 M) ESE OF R/W POST, 86.2 FT (26.3 M) NE OF P-POLE,
 AJ8348'92.0 FT (28.0 M) SSW OF TEL CABLE PEDESTAL, 107.0 FT (32.6 M) SOUTH OF
 AJ8348'GRAVEL RD, 1.3 FT (0.4 M) WEST OF WIT POST.
 AJ8348
 AJ8348                          STATION RECOVERY (2005)
 AJ8348
 AJ8348'RECOVERY NOTE BY MN DEPT OF TRANSP 2005 (MPP)
 AJ8348'RECOVERED AS DESCRIBED.
 AJ8348
 AJ8348                          STATION RECOVERY (2007)
 AJ8348
 AJ8348'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (JBG)
 AJ8348'RECOVERED AS DESCRIBED.
 AJ8348
 AJ8348                          STATION RECOVERY (2012)
 AJ8348
 AJ8348'RECOVERY NOTE BY MN DEPT OF TRANSP 2012 (KXS)
 AJ8348'RECOVERED AS DESCRIBED.
 AJ8348
 AJ8348                          STATION RECOVERY (2021)
 AJ8348
 AJ8348'RECOVERY NOTE BY MN DEPT OF TRANSP 2021 (KMS)
 AJ8348'0.5 MI (0.8 KM) WEST OF OSAKIS, 1.1 MI (1.8 KM) WEST ALONG COUNTY ROAD
 AJ8348'82 FROM THE JUNCTION OF COUNTY ROAD 82 AND TRUNK HIGHWAY 127 IN EAST
 AJ8348'OSAKIS, 114.4 FT (34.9 M) NORTH OF COUNTY ROAD 82, 107.0 FT (32.6 M)
 AJ8348'SOUTH OF A PRIVATE DRIVEWAY, 92.0 FT (28.0 M) SOUTH-SOUTHWEST OF A
 AJ8348'TELEPHONE CABLE PEDESTAL, 94.0 FT (28.7 M) WEST OF COUNTY ROAD 3, 86.2
 AJ8348'FT (26.3 M) NORTHEAST OF A POWER POLE, 7.1 FT (2.2 M) EAST-SOUTHEAST
 AJ8348'OF A RIGHT-OF-WAY POST AND WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DS2965 ***********************************************************************
 DS2965  HT_MOD      -  This is a Height Modernization Survey Station.
 DS2965  DESIGNATION -  2106 N RESET
 DS2965  PID         -  DS2965
 DS2965  STATE/COUNTY-  MN/DOUGLAS
 DS2965  COUNTRY     -  US
 DS2965  USGS QUAD   -  OSAKIS (2019)
 DS2965
 DS2965                         *CURRENT SURVEY CONTROL
 DS2965  ______________________________________________________________________
 DS2965* NAD 83(2011) POSITION- 45 51 51.20972(N) 095 08 26.84180(W)   ADJUSTED
 DS2965* NAD 83(2011) ELLIP HT-   380.155 (meters)        (10/22/24)   ADJUSTED
 DS2965* NAD 83(2011) EPOCH   -  2010.00
 DS2965* NAVD 88 ORTHO HEIGHT -   406.48  (meters)     1333.6   (feet) GPS OBS
 DS2965  ______________________________________________________________________
 DS2965  GEOID HEIGHT    -        -26.338 (meters)                     GEOID18
 DS2965  NAD 83(2011) X  -   -398,683.743 (meters)                     COMP
 DS2965  NAD 83(2011) Y  - -4,431,530.544 (meters)                     COMP
 DS2965  NAD 83(2011) Z  -  4,555,024.155 (meters)                     COMP
 DS2965  LAPLACE CORR    -         -3.94  (seconds)                    DEFLEC18
 DS2965
 DS2965  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DS2965  Standards:
 DS2965         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DS2965            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DS2965  -------------------------------------------------------------------
 DS2965  NETWORK    0.63   1.25           0.29   0.21   0.64      0.02633026
 DS2965  -------------------------------------------------------------------
 DS2965  Click here for local accuracies and other accuracy information.
 DS2965
 DS2965.The horizontal coordinates were established by GPS observations
 DS2965.and adjusted by the MN DEPT OF TRANSP in October 2024.
 DS2965
 DS2965.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DS2965.been affixed to the stable North American tectonic plate. See 
 DS2965.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DS2965
 DS2965.The horizontal coordinates are valid at the epoch date displayed above
 DS2965.which is a decimal equivalence of Year/Month/Day.
 DS2965
 DS2965.The orthometric height was determined by GPS observations and a
 DS2965.high-resolution geoid model using precise GPS observation and
 DS2965.processing techniques.
 DS2965
 DS2965.Significant digits in the geoid height do not necessarily reflect accuracy.
 DS2965.GEOID18 height accuracy estimate available here.
 DS2965
 DS2965.Click photographs - Photos may exist for this station.
 DS2965
 DS2965.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DS2965
 DS2965.The Laplace correction was computed from DEFLEC18 derived deflections.
 DS2965
 DS2965.The ellipsoidal height was determined by GPS observations
 DS2965.and is referenced to NAD 83.
 DS2965
 DS2965. The following values were computed from the NAD 83(2011) position.
 DS2965
 DS2965;                    North         East     Units Scale Factor Converg.
 DS2965;SPC MN C     -   196,444.329   730,832.462   MT  0.99995556   -0 38 39.8
 DS2965;SPC MN C     -   644,501.10  2,397,739.50   sFT  0.99995556   -0 38 39.8
 DS2965;UTM  15      - 5,081,190.628   333,829.848   MT  0.99993947   -1 32 12.4
 DS2965
 DS2965!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DS2965!SPC MN C     -   0.99994041  x   0.99995556  =   0.99989597
 DS2965!UTM  15      -   0.99994041  x   0.99993947  =   0.99987988
 DS2965
 DS2965_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUL3382981190(NAD 83)
 DS2965
 DS2965                          SUPERSEDED SURVEY CONTROL
 DS2965
 DS2965.No superseded survey control is available for this station.
 DS2965
 DS2965_MARKER: I = METAL ROD
 DS2965_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DS2965_STAMPING: 2106 N RESET 2024
 DS2965_MARK LOGO: MNDT
 DS2965_PROJECTION: RECESSED 10 CENTIMETERS
 DS2965_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DS2965_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DS2965_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DS2965+SATELLITE: SATELLITE OBSERVATIONS - February 27, 2024
 DS2965_ROD/PIPE-DEPTH: 6.1 meters
 DS2965
 DS2965  HISTORY     - Date     Condition        Report By
 DS2965  HISTORY     - 20240206 MONUMENTED       MNDT
 DS2965  HISTORY     - 20240227 GOOD             MNDT
 DS2965
 DS2965                          STATION DESCRIPTION
 DS2965
 DS2965'DESCRIBED BY MN DEPT OF TRANSP 2024 (BXG)
 DS2965'IN OSAKIS, AT THE JUNCTION OF TRUNK HIGHWAY 27 AND TRUNK HIGHWAY 127,
 DS2965'AT TRUNK HIGHWAY 127 MILEPOINT 2.5, 117.5 FEET NORTHEAST OF A
 DS2965'RIGHT-OF-WAY POST, 106.5 FEET SOUTHEAST OF TRUNK HIGHWAY 127, 102.8
 DS2965'FEET SOUTHWEST OF COUNTY ROAD 51, 58.1 FEET NORTH OF A RIGHT-OF-WAY
 DS2965'POST, 1.3 FEET NORTHEAST OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DO7516 ***********************************************************************
 DO7516  DESIGNATION -  2106 Q
 DO7516  PID         -  DO7516
 DO7516  STATE/COUNTY-  MN/DOUGLAS
 DO7516  COUNTRY     -  US
 DO7516  USGS QUAD   -  OSAKIS (2019)
 DO7516
 DO7516                         *CURRENT SURVEY CONTROL
 DO7516  ______________________________________________________________________
 DO7516* NAD 83(2011) POSITION- 45 52 28.42311(N) 095 14 37.46962(W)   ADJUSTED
 DO7516* NAD 83(2011) ELLIP HT-   387.775 (meters)        (02/26/15)   ADJUSTED
 DO7516* NAD 83(2011) EPOCH   -  2010.00
 DO7516* NAVD 88 ORTHO HEIGHT -   413.988 (meters)     1358.23  (feet) ADJUSTED
 DO7516  ______________________________________________________________________
 DO7516  GEOID HEIGHT    -        -26.207 (meters)                     GEOID18
 DO7516  NAD 83(2011) X  -   -406,571.022 (meters)                     COMP
 DO7516  NAD 83(2011) Y  - -4,429,991.035 (meters)                     COMP
 DO7516  NAD 83(2011) Z  -  4,555,829.683 (meters)                     COMP
 DO7516  LAPLACE CORR    -         -2.80  (seconds)                    DEFLEC18
 DO7516  DYNAMIC HEIGHT  -        413.984 (meters)     1358.21  (feet) COMP
 DO7516  MODELED GRAVITY -    980,594.8   (mgal)                       NAVD 88
 DO7516
 DO7516  VERT ORDER      -  SECOND    CLASS I
 DO7516
 DO7516  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DO7516  Standards:
 DO7516         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DO7516            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DO7516  -------------------------------------------------------------------
 DO7516  NETWORK    1.24   0.88           0.56   0.44   0.45      0.08464905
 DO7516  -------------------------------------------------------------------
 DO7516  Click here for local accuracies and other accuracy information.
 DO7516
 DO7516.The horizontal coordinates were established by GPS observations
 DO7516.and adjusted by the MN DEPT OF TRANSP in February 2015.
 DO7516
 DO7516.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DO7516.been affixed to the stable North American tectonic plate. See 
 DO7516.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DO7516
 DO7516.The horizontal coordinates are valid at the epoch date displayed above
 DO7516.which is a decimal equivalence of Year/Month/Day.
 DO7516
 DO7516.The orthometric height was determined by differential leveling and
 DO7516.adjusted by the NATIONAL GEODETIC SURVEY
 DO7516.in December 2013.
 DO7516
 DO7516.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO7516.GEOID18 height accuracy estimate available here.
 DO7516
 DO7516.Click photographs - Photos may exist for this station.
 DO7516
 DO7516.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DO7516
 DO7516.The Laplace correction was computed from DEFLEC18 derived deflections.
 DO7516
 DO7516.The ellipsoidal height was determined by GPS observations
 DO7516.and is referenced to NAD 83.
 DO7516
 DO7516.The dynamic height is computed by dividing the NAVD 88
 DO7516.geopotential number by the normal gravity value computed on the
 DO7516.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO7516.degrees latitude (g = 980.6199 gals.).
 DO7516
 DO7516.The modeled gravity was interpolated from observed gravity values.
 DO7516
 DO7516. The following values were computed from the NAD 83(2011) position.
 DO7516
 DO7516;                    North         East     Units Scale Factor Converg.
 DO7516;SPC MN C     -   197,688.238   722,853.299   MT  0.99995411   -0 43 07.9
 DO7516;SPC MN C     -   648,582.16  2,371,561.20   sFT  0.99995411   -0 43 07.9
 DO7516;UTM  15      - 5,082,558.642   325,871.014   MT  0.99997277   -1 36 39.6
 DO7516
 DO7516!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DO7516!SPC MN C     -   0.99993921  x   0.99995411  =   0.99989332
 DO7516!UTM  15      -   0.99993921  x   0.99997277  =   0.99991198
 DO7516
 DO7516:                Primary Azimuth Mark                     Grid Az
 DO7516:SPC MN C     -  2106 H                                   116 51 32.8
 DO7516:UTM  15      -  2106 H                                   117 45 04.5
 DO7516
 DO7516_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUL2587182558(NAD 83)
 DO7516
 DO7516|---------------------------------------------------------------------|
 DO7516| PID    Reference Object                     Distance      Geod. Az  |
 DO7516|                                                           dddmmss.s |
 DO7516| AJ8343 2106 H                              APPROX. 0.9 KM 1160824.9 |
 DO7516|---------------------------------------------------------------------|
 DO7516
 DO7516                          SUPERSEDED SURVEY CONTROL
 DO7516
 DO7516.No superseded survey control is available for this station.
 DO7516
 DO7516_MARKER: I = METAL ROD
 DO7516_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DO7516_STAMPING: 2106 Q 2009
 DO7516_MARK LOGO: MNDT
 DO7516_PROJECTION: FLUSH
 DO7516_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DO7516_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DO7516_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DO7516+SATELLITE: SATELLITE OBSERVATIONS - February 27, 2012
 DO7516_ROD/PIPE-DEPTH: 10.7 meters
 DO7516
 DO7516  HISTORY     - Date     Condition        Report By
 DO7516  HISTORY     - 20090803 MONUMENTED       MNDT
 DO7516  HISTORY     - 20120227 GOOD             MNDT
 DO7516
 DO7516                          STATION DESCRIPTION
 DO7516
 DO7516'DESCRIBED BY MN DEPT OF TRANSP 2009 (JBG)
 DO7516'1.2 MI (1.9 KM) SOUTHEAST OF NELSON, 1.0 MI (1.6 KM) SOUTHEAST ALONG
 DO7516'TRUNK HIGHWAY 27 FROM THE JUNCTION OF TRUNK HIGHWAY 27 AND COUNT ROAD
 DO7516'9/COUNTY ROAD 78 IN NELSON, AT TRUNK HIGHWAY 27 MILE POINT 87.05,
 DO7516'116.0 FT (35.4 M) NORTH OF TRUNK HIGHWAY 27, 29.5 FT (9.0 M) EAST OF
 DO7516'WILD LIFE WEST, 21.2 FT (6.5 M) SOUTH OF DRIVE WAY NUMBER 1591, 1.8 FT
 DO7516'(0.5 M) SOUTHEAST OF A WITNESS POST.
 DO7516
 DO7516                          STATION RECOVERY (2012)
 DO7516
 DO7516'RECOVERY NOTE BY MN DEPT OF TRANSP 2012 (PXG)
 DO7516'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DO7519 ***********************************************************************
 DO7519  DESIGNATION -  2106 R
 DO7519  PID         -  DO7519
 DO7519  STATE/COUNTY-  MN/DOUGLAS
 DO7519  COUNTRY     -  US
 DO7519  USGS QUAD   -  ALEXANDRIA EAST (2019)
 DO7519
 DO7519                         *CURRENT SURVEY CONTROL
 DO7519  ______________________________________________________________________
 DO7519* NAD 83(2011) POSITION- 45 53 06.91428(N) 095 18 18.78334(W)   ADJUSTED
 DO7519* NAD 83(2011) ELLIP HT-   406.926 (meters)        (02/26/15)   ADJUSTED
 DO7519* NAD 83(2011) EPOCH   -  2010.00
 DO7519* NAVD 88 ORTHO HEIGHT -   433.083 (meters)     1420.87  (feet) ADJUSTED
 DO7519  ______________________________________________________________________
 DO7519  GEOID HEIGHT    -        -26.162 (meters)                     GEOID18
 DO7519  NAD 83(2011) X  -   -411,246.333 (meters)                     COMP
 DO7519  NAD 83(2011) Y  - -4,428,715.994 (meters)                     COMP
 DO7519  NAD 83(2011) Z  -  4,556,670.808 (meters)                     COMP
 DO7519  LAPLACE CORR    -         -1.58  (seconds)                    DEFLEC18
 DO7519  DYNAMIC HEIGHT  -        433.081 (meters)     1420.87  (feet) COMP
 DO7519  MODELED GRAVITY -    980,596.1   (mgal)                       NAVD 88
 DO7519
 DO7519  VERT ORDER      -  SECOND    CLASS I
 DO7519
 DO7519  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DO7519  Standards:
 DO7519         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DO7519            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DO7519  -------------------------------------------------------------------
 DO7519  NETWORK    0.80   0.65           0.37   0.26   0.33      0.08029889
 DO7519  -------------------------------------------------------------------
 DO7519  Click here for local accuracies and other accuracy information.
 DO7519
 DO7519.The horizontal coordinates were established by GPS observations
 DO7519.and adjusted by the MN DEPT OF TRANSP in February 2015.
 DO7519
 DO7519.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DO7519.been affixed to the stable North American tectonic plate. See 
 DO7519.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DO7519
 DO7519.The horizontal coordinates are valid at the epoch date displayed above
 DO7519.which is a decimal equivalence of Year/Month/Day.
 DO7519
 DO7519.The orthometric height was determined by differential leveling and
 DO7519.adjusted by the NATIONAL GEODETIC SURVEY
 DO7519.in December 2013.
 DO7519
 DO7519.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO7519.GEOID18 height accuracy estimate available here.
 DO7519
 DO7519.Click photographs - Photos may exist for this station.
 DO7519
 DO7519.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DO7519
 DO7519.The Laplace correction was computed from DEFLEC18 derived deflections.
 DO7519
 DO7519.The ellipsoidal height was determined by GPS observations
 DO7519.and is referenced to NAD 83.
 DO7519
 DO7519.The dynamic height is computed by dividing the NAVD 88
 DO7519.geopotential number by the normal gravity value computed on the
 DO7519.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO7519.degrees latitude (g = 980.6199 gals.).
 DO7519
 DO7519.The modeled gravity was interpolated from observed gravity values.
 DO7519
 DO7519. The following values were computed from the NAD 83(2011) position.
 DO7519
 DO7519;                    North         East     Units Scale Factor Converg.
 DO7519;SPC MN C     -   198,938.212   718,096.863   MT  0.99995263   -0 45 48.0
 DO7519;SPC MN C     -   652,683.12  2,355,956.12   sFT  0.99995263   -0 45 48.0
 DO7519;UTM  15      - 5,083,882.561   321,134.476   MT  0.99999332   -1 39 19.7
 DO7519
 DO7519!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DO7519!SPC MN C     -   0.99993621  x   0.99995263  =   0.99988884
 DO7519!UTM  15      -   0.99993621  x   0.99999332  =   0.99992953
 DO7519
 DO7519:                Primary Azimuth Mark                     Grid Az
 DO7519:SPC MN C     -  2106 E                                   083 47 30.3
 DO7519:UTM  15      -  2106 E                                   084 41 02.0
 DO7519
 DO7519_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUL2113483882(NAD 83)
 DO7519
 DO7519|---------------------------------------------------------------------|
 DO7519| PID    Reference Object                     Distance      Geod. Az  |
 DO7519|                                                           dddmmss.s |
 DO7519| AJ8339 2106 E                              APPROX. 0.6 KM 0830142.3 |
 DO7519|---------------------------------------------------------------------|
 DO7519
 DO7519                          SUPERSEDED SURVEY CONTROL
 DO7519
 DO7519.No superseded survey control is available for this station.
 DO7519
 DO7519_MARKER: DV = VERTICAL CONTROL DISK
 DO7519_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 DO7519+WITH SETTING: INFORMATION.
 DO7519_STAMPING: 2106 R RESET 2001
 DO7519_MARK LOGO: MNDT
 DO7519_PROJECTION: RECESSED 5 CENTIMETERS
 DO7519_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DO7519_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DO7519_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DO7519+SATELLITE: SATELLITE OBSERVATIONS - February 28, 2012
 DO7519
 DO7519  HISTORY     - Date     Condition        Report By
 DO7519  HISTORY     - 20010401 MONUMENTED       MNDT
 DO7519  HISTORY     - 20090722 GOOD             MNDT
 DO7519  HISTORY     - 20120228 GOOD             MNDT
 DO7519
 DO7519                          STATION DESCRIPTION
 DO7519
 DO7519'DESCRIBED BY MN DEPT OF TRANSP 2009 (JBG)
 DO7519'3.5 MI (5.6 KM) EAST OF ALEXANDRIA, 3.0 MI (4.8 KM) EAST ALONG TRUNK
 DO7519'HIGHWAY 27 FROM THE JUNCTION OF TRUNK HIGHWAY 27 AND TRUNK HIGHWAY 29
 DO7519'NORTH IN NORTHEAST OF ALEXANDRIA, AT TRUNK HIGHWAY 27 MILE POINT 84.0,
 DO7519'170.0 FT (51.8 M) SOUTH OF TRUNK HIGHWAY 27, 36.0 FT (11.0 M) EAST OF
 DO7519'EAST LAKE JESSIE ROAD, 4.0 FT (1.2 M) NORTH OF RIGHT-OF-WAY POST, 4.0
 DO7519'FT (1.2 M) NORTH OF CABLE BOX NUMBER 3040-6, 1.0 FT (0.3 M) NORTH OF A
 DO7519'WITNESS POST.  ROD DEPTH UNKNOWN.
 DO7519
 DO7519                          STATION RECOVERY (2012)
 DO7519
 DO7519'RECOVERY NOTE BY MN DEPT OF TRANSP 2012 (KXS)
 DO7519'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DO7520 ***********************************************************************
 DO7520  DESIGNATION -  2106 S
 DO7520  PID         -  DO7520
 DO7520  STATE/COUNTY-  MN/DOUGLAS
 DO7520  COUNTRY     -  US
 DO7520  USGS QUAD   -  ALEXANDRIA EAST (2019)
 DO7520
 DO7520                         *CURRENT SURVEY CONTROL
 DO7520  ______________________________________________________________________
 DO7520* NAD 83(1986) POSITION- 45 53 10.07   (N) 095 19 36.90   (W)   HD_HELD1
 DO7520* NAVD 88 ORTHO HEIGHT -   416.204 (meters)     1365.50  (feet) ADJUSTED
 DO7520  ______________________________________________________________________
 DO7520  GEOID HEIGHT    -        -26.152 (meters)                     GEOID18
 DO7520  DYNAMIC HEIGHT  -        416.201 (meters)     1365.49  (feet) COMP
 DO7520  MODELED GRAVITY -    980,595.9   (mgal)                       NAVD 88
 DO7520
 DO7520  VERT ORDER      -  SECOND    CLASS I
 DO7520
 DO7520.The horizontal coordinates were determined by differentially corrected
 DO7520.hand held GPS observations or other comparable positioning techniques
 DO7520.and have an estimated accuracy of +/- 3 meters.
 DO7520
 DO7520.The orthometric height was determined by differential leveling and
 DO7520.adjusted by the NATIONAL GEODETIC SURVEY
 DO7520.in December 2013.
 DO7520
 DO7520.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO7520.GEOID18 height accuracy estimate available here.
 DO7520
 DO7520.Click photographs - Photos may exist for this station.
 DO7520
 DO7520.The dynamic height is computed by dividing the NAVD 88
 DO7520.geopotential number by the normal gravity value computed on the
 DO7520.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO7520.degrees latitude (g = 980.6199 gals.).
 DO7520
 DO7520.The modeled gravity was interpolated from observed gravity values.
 DO7520
 DO7520;                    North         East    Units  Estimated Accuracy
 DO7520;SPC MN C     -   199,058.3     716,414.1     MT  (+/- 3 meters HH1 GPS) 
 DO7520
 DO7520_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUL1945384028(NAD 83)
 DO7520
 DO7520                          SUPERSEDED SURVEY CONTROL
 DO7520
 DO7520.No superseded survey control is available for this station.
 DO7520
 DO7520_MARKER: I = METAL ROD
 DO7520_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DO7520_STAMPING: 2106 S 2012
 DO7520_MARK LOGO: MNDT
 DO7520_PROJECTION: FLUSH
 DO7520_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DO7520_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DO7520_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DO7520+SATELLITE: SATELLITE OBSERVATIONS - March 19, 2012
 DO7520_ROD/PIPE-DEPTH: 35.1 meters
 DO7520
 DO7520  HISTORY     - Date     Condition        Report By
 DO7520  HISTORY     - 20120319 MONUMENTED       MNDT
 DO7520
 DO7520                          STATION DESCRIPTION
 DO7520
 DO7520'DESCRIBED BY MN DEPT OF TRANSP 2012 (JBG)
 DO7520'IN ALEXANDRIA, 1.95 MI (3.1 KM) EAST ALONG TRUNK HIGHWAY 27 FROM THE
 DO7520'JUNCTION OF TRUNK HIGHWAY 27 AND TRUNK HIGHWAY 29 NORTH IN ALEXANDRIA,
 DO7520'AT TRUNK HIGHWAY 27 MILE POINT 82.95, 36.0 FT (11.0 M) SOUTH OF TRUNK
 DO7520'HIGHWAY 27, 1.0 FT (0.3 M) NORTH OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 QP1789 ***********************************************************************
 QP1789  DESIGNATION -  2107 A
 QP1789  PID         -  QP1789
 QP1789  STATE/COUNTY-  MN/DOUGLAS
 QP1789  COUNTRY     -  US
 QP1789  USGS QUAD   -  KENSINGTON (2019)
 QP1789
 QP1789                         *CURRENT SURVEY CONTROL
 QP1789  ______________________________________________________________________
 QP1789* NAD 83(2011) POSITION- 45 45 52.03733(N) 095 39 22.22649(W)   ADJUSTED
 QP1789* NAD 83(2011) ELLIP HT-   380.407 (meters)        (01/07/26)   ADJUSTED
 QP1789* NAD 83(2011) EPOCH   -  2010.00
 QP1789* NAVD 88 ORTHO HEIGHT -   406.408 (meters)     1333.36  (feet) ADJUSTED
 QP1789  ______________________________________________________________________
 QP1789  GEOID HEIGHT    -        -26.014 (meters)                     GEOID18
 QP1789  NAD 83(2011) X  -   -439,313.191 (meters)                     COMP
 QP1789  NAD 83(2011) Y  - -4,435,678.929 (meters)                     COMP
 QP1789  NAD 83(2011) Z  -  4,547,294.850 (meters)                     COMP
 QP1789  LAPLACE CORR    -          1.17  (seconds)                    DEFLEC18
 QP1789  DYNAMIC HEIGHT  -        406.400 (meters)     1333.33  (feet) COMP
 QP1789  MODELED GRAVITY -    980,585.1   (mgal)                       NAVD 88
 QP1789
 QP1789  VERT ORDER      -  SECOND    CLASS I
 QP1789
 QP1789  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 QP1789  Standards:
 QP1789         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 QP1789            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 QP1789  -------------------------------------------------------------------
 QP1789  NETWORK    0.63   1.08           0.29   0.21   0.55      0.01429729
 QP1789  -------------------------------------------------------------------
 QP1789  Click here for local accuracies and other accuracy information.
 QP1789
 QP1789.The horizontal coordinates were established by GPS observations
 QP1789.and adjusted by the MN DEPT OF TRANSP in January 2026.
 QP1789
 QP1789.Refers to NAD 83 (2011) epoch 2010.00 coordinates where the reference 
 QP1789.frame has been affixed to the stable North American tectonic plate 
 QP1789
 QP1789.The horizontal coordinates are valid at the epoch date displayed above
 QP1789.which is a decimal equivalence of Year/Month/Day.
 QP1789
 QP1789.The orthometric height was determined by differential leveling and
 QP1789.adjusted by the NATIONAL GEODETIC SURVEY
 QP1789.in June 1995.
 QP1789
 QP1789.Significant digits in the geoid height do not necessarily reflect accuracy.
 QP1789.GEOID18 height accuracy estimate available here.
 QP1789
 QP1789.Click photographs - Photos may exist for this station.
 QP1789
 QP1789.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 QP1789
 QP1789.The Laplace correction was computed from DEFLEC18 derived deflections.
 QP1789
 QP1789.The ellipsoidal height was determined by GPS observations
 QP1789.and is referenced to NAD 83.
 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. The following values were computed from the NAD 83(2011) position.
 QP1789
 QP1789;                    North         East     Units Scale Factor Converg.
 QP1789;SPC MN C     -   185,937.531   690,620.730   MT  0.99997126   -1 01 02.0
 QP1789;SPC MN C     -   610,030.05  2,265,811.51   sFT  0.99997126   -1 01 02.0
 QP1789;UTM  15      - 5,071,308.747   293,457.196   MT  1.00012449   -1 54 13.5
 QP1789
 QP1789!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QP1789!SPC MN C     -   0.99994037  x   0.99997126  =   0.99991163
 QP1789!UTM  15      -   0.99994037  x   1.00012449  =   1.00006485
 QP1789
 QP1789_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTL9345771308(NAD 83)
 QP1789
 QP1789                          SUPERSEDED SURVEY CONTROL
 QP1789
 QP1789  NAD 83(2011)-  45 45 52.03823(N)    095 39 22.22660(W) AD(2010.00) 0
 QP1789  ELLIP H (02/26/15)  380.387  (m)                       GP(2010.00)    
 QP1789
 QP1789.Superseded values are not recommended for survey control.
 QP1789
 QP1789.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QP1789.See file dsdata.pdf to determine how the superseded data were derived.
 QP1789
 QP1789_MARKER: DV = VERTICAL CONTROL DISK
 QP1789_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 QP1789_STAMPING: 2107 A 1979
 QP1789_MARK LOGO: MNHD
 QP1789_PROJECTION: PROJECTING 5 CENTIMETERS
 QP1789_MAGNETIC: I = MARKER IS A STEEL ROD
 QP1789_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QP1789_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QP1789+SATELLITE: SATELLITE OBSERVATIONS - August 11, 2025
 QP1789
 QP1789  HISTORY     - Date     Condition        Report By
 QP1789  HISTORY     - 19790401 MONUMENTED       MNHD
 QP1789  HISTORY     - 20110829 GOOD             MNDT
 QP1789  HISTORY     - 20140824 GOOD             MNDT
 QP1789  HISTORY     - 20191202 GOOD             MNDT
 QP1789  HISTORY     - 20250811 GOOD             MNDT
 QP1789
 QP1789                          STATION DESCRIPTION
 QP1789
 QP1789'DESCRIBED BY MN HIGHWAY DEPT 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.
 QP1789
 QP1789                          STATION RECOVERY (2011)
 QP1789
 QP1789'RECOVERY NOTE BY MN DEPT OF TRANSP 2011 (BXJ)
 QP1789'RECOVERED AS DESCRIBED.
 QP1789
 QP1789                          STATION RECOVERY (2014)
 QP1789
 QP1789'RECOVERY NOTE BY MN DEPT OF TRANSP 2014 (KMS)
 QP1789'RECOVERED AS DESCRIBED.
 QP1789
 QP1789                          STATION RECOVERY (2019)
 QP1789
 QP1789'RECOVERY NOTE BY MN DEPT OF TRANSP 2019 (KMS)
 QP1789'RECOVERED IN GOOD CONDITION.
 QP1789
 QP1789                          STATION RECOVERY (2025)
 QP1789
 QP1789'RECOVERY NOTE BY MN DEPT OF TRANSP 2025 (MPP)
 QP1789'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 QP1790 ***********************************************************************
 QP1790  DESIGNATION -  2107 B
 QP1790  PID         -  QP1790
 QP1790  STATE/COUNTY-  MN/DOUGLAS
 QP1790  COUNTRY     -  US
 QP1790  USGS QUAD   -  KENSINGTON (2019)
 QP1790
 QP1790                         *CURRENT SURVEY CONTROL
 QP1790  ______________________________________________________________________
 QP1790* NAD 83(1986) POSITION- 45 46 15.     (N) 095 40 28.     (W)   SCALED
 QP1790* NAVD 88 ORTHO HEIGHT -   399.356 (meters)     1310.22  (feet) ADJUSTED
 QP1790  ______________________________________________________________________
 QP1790  GEOID HEIGHT    -        -26.025 (meters)                     GEOID18
 QP1790  DYNAMIC HEIGHT  -        399.349 (meters)     1310.20  (feet) COMP
 QP1790  MODELED GRAVITY -    980,585.7   (mgal)                       NAVD 88
 QP1790
 QP1790  VERT ORDER      -  SECOND    CLASS I
 QP1790
 QP1790.The horizontal coordinates were scaled from a map and have
 QP1790.an estimated accuracy of +/- 6 seconds.
 QP1790
 QP1790.The orthometric height was determined by differential leveling and
 QP1790.adjusted by the NATIONAL GEODETIC SURVEY
 QP1790.in June 1995.
 QP1790
 QP1790.Significant digits in the geoid height do not necessarily reflect accuracy.
 QP1790.GEOID18 height accuracy estimate available here.
 QP1790
 QP1790.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTL920720(NAD 83)
 QP1790
 QP1790                          SUPERSEDED SURVEY CONTROL
 QP1790
 QP1790.No superseded survey control is available for this station.
 QP1790
 QP1790_MARKER: DB = BENCH MARK DISK
 QP1790_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 QP1790_STAMPING: 2107 B 1979
 QP1790_MARK LOGO: MNHD
 QP1790_MAGNETIC: I = MARKER IS A STEEL ROD
 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'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 = MARCH 21, 2026 06:05:54 EDT
 QP1791 ***********************************************************************
 QP1791  DESIGNATION -  2107 C
 QP1791  PID         -  QP1791
 QP1791  STATE/COUNTY-  MN/DOUGLAS
 QP1791  COUNTRY     -  US
 QP1791  USGS QUAD   -  KENSINGTON (2019)
 QP1791
 QP1791                         *CURRENT SURVEY CONTROL
 QP1791  ______________________________________________________________________
 QP1791* NAD 83(1986) POSITION- 45 46 25.10   (N) 095 41 02.16   (W)   HD_HELD1
 QP1791* NAVD 88 ORTHO HEIGHT -   392.632 (meters)     1288.16  (feet) ADJUSTED
 QP1791  ______________________________________________________________________
 QP1791  GEOID HEIGHT    -        -26.031 (meters)                     GEOID18
 QP1791  DYNAMIC HEIGHT  -        392.625 (meters)     1288.14  (feet) COMP
 QP1791  MODELED GRAVITY -    980,586.1   (mgal)                       NAVD 88
 QP1791
 QP1791  VERT ORDER      -  SECOND    CLASS I
 QP1791
 QP1791.The horizontal coordinates were determined by differentially corrected
 QP1791.hand held GPS observations or other comparable positioning techniques
 QP1791.and have an estimated accuracy of +/- 3 meters.
 QP1791
 QP1791.The orthometric height was determined by differential leveling and
 QP1791.adjusted by the NATIONAL GEODETIC SURVEY
 QP1791.in March 2016.
 QP1791
 QP1791.Significant digits in the geoid height do not necessarily reflect accuracy.
 QP1791.GEOID18 height accuracy estimate available here.
 QP1791
 QP1791.Click photographs - Photos may exist for this station.
 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     -   186,996.8     688,480.2     MT  (+/- 3 meters HH1 GPS) 
 QP1791
 QP1791_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTL9133272401(NAD 83)
 QP1791
 QP1791                          SUPERSEDED SURVEY CONTROL
 QP1791
 QP1791  NAVD 88 (06/15/95)  392.624  (m)         1288.13   (f) SUPERSEDED  2 1
 QP1791
 QP1791.Superseded values are not recommended for survey control.
 QP1791
 QP1791.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QP1791.See file dsdata.pdf to determine how the superseded data were derived.
 QP1791
 QP1791_MARKER: DV = VERTICAL CONTROL DISK
 QP1791_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 QP1791_SP_SET: CULVERT
 QP1791_STAMPING: 2107 C 1979
 QP1791_MARK LOGO: MNHD
 QP1791_MAGNETIC: N = NO MAGNETIC MATERIAL
 QP1791_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QP1791+STABILITY: SURFACE MOTION
 QP1791_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 QP1791+SATELLITE: SATELLITE OBSERVATIONS - August 26, 2014
 QP1791
 QP1791  HISTORY     - Date     Condition        Report By
 QP1791  HISTORY     - 19790401 MONUMENTED       MNHD
 QP1791  HISTORY     - 20140826 GOOD             MNDT
 QP1791  HISTORY     - 20140826 GOOD             MNDT
 QP1791
 QP1791                          STATION DESCRIPTION
 QP1791
 QP1791'DESCRIBED BY MN HIGHWAY DEPT 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.
 QP1791
 QP1791                          STATION RECOVERY (2014)
 QP1791
 QP1791'RECOVERY NOTE BY MN DEPT OF TRANSP 2014 (KMS)
 QP1791'THE STATION IS LOCATED ABOUT 0.7 MI (1.1 KM) SOUTHEAST OF KENSINGTON.
 QP1791'
 QP1791'TO REACH THE MARK GO 0.65 MI (1.0 KM) SOUTHEAST ALONG TRUNK HIGHWAY 55
 QP1791'FROM THE JUNCTION OF TRUNK HIGHWAY 55 AND COUNTY ROAD 1 IN KENSINGTON,
 QP1791'AT TRUNK HIGHWAY 55 MILE POINT 52.55.
 QP1791'
 QP1791'THE MARK IS LOCATED 150.0 FT (45.7 M) SOUTH OF CONCRETE RAILROAD
 QP1791'BRIDGE OVER COUNTY ROAD 99 NORTH, 25.0 FT (7.6 M) SOUTHWEST OF TRUNK
 QP1791'HIGHWAY 55, IN SOUTHEAST END OF SOUTHWEST HEADWALL OF TRUNK HIGHWAY 55
 QP1791'BOX CULVERT AT SMALL CREEK.
 QP1791
 QP1791                          STATION RECOVERY (2014)
 QP1791
 QP1791'RECOVERY NOTE BY MN DEPT OF TRANSP 2014 (KMS)
 QP1791'0.7 MI (1.1 KM) SOUTHEAST OF KENSINGTON, 0.65 MI (1.0 KM) SOUTHEAST
 QP1791'ALONG TRUNK HIGHWAY 55  FROM THE JUNCTION OF TRUNK HIGHWAY 55 AND
 QP1791'COUNTY ROAD 1 IN KENSINGTON, AT TRUNK HIGHWAY 55 MILE POINT 52.55,
 QP1791'150.0 FT (45.7 M) SOUTH OF CONCRETE RAILROAD BRIDGE OVER COUNTY ROAD
 QP1791'99 NORTH, 25.0 FT (7.6 M) SOUTHWEST OF TRUNK HIGHWAY 55, IN SOUTHEAST
 QP1791'END OF SOUTHWEST HEADWALL OF TRUNK HIGHWAY 55 BOX CULVERT AT SMALL
 QP1791'CREEK.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 QP1792 ***********************************************************************
 QP1792  DESIGNATION -  2107 D
 QP1792  PID         -  QP1792
 QP1792  STATE/COUNTY-  MN/DOUGLAS
 QP1792  COUNTRY     -  US
 QP1792  USGS QUAD   -  KENSINGTON (2019)
 QP1792
 QP1792                         *CURRENT SURVEY CONTROL
 QP1792  ______________________________________________________________________
 QP1792* NAD 83(1986) POSITION- 45 46 40.47   (N) 095 41 43.92   (W)   HD_HELD1
 QP1792* NAVD 88 ORTHO HEIGHT -   399.580 (meters)     1310.96  (feet) ADJUSTED
 QP1792  ______________________________________________________________________
 QP1792  GEOID HEIGHT    -        -26.039 (meters)                     GEOID18
 QP1792  DYNAMIC HEIGHT  -        399.573 (meters)     1310.93  (feet) COMP
 QP1792  MODELED GRAVITY -    980,586.6   (mgal)                       NAVD 88
 QP1792
 QP1792  VERT ORDER      -  SECOND    CLASS I
 QP1792
 QP1792.The horizontal coordinates were determined by differentially corrected
 QP1792.hand held GPS observations or other comparable positioning techniques
 QP1792.and have an estimated accuracy of +/- 3 meters.
 QP1792
 QP1792.The orthometric height was determined by differential leveling and
 QP1792.adjusted by the NATIONAL GEODETIC SURVEY
 QP1792.in June 2008.
 QP1792
 QP1792.Significant digits in the geoid height do not necessarily reflect accuracy.
 QP1792.GEOID18 height accuracy estimate available here.
 QP1792
 QP1792.Click photographs - Photos may exist for this station.
 QP1792
 QP1792.The dynamic height is computed by dividing the NAVD 88
 QP1792.geopotential number by the normal gravity value computed on the
 QP1792.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QP1792.degrees latitude (g = 980.6199 gals.).
 QP1792
 QP1792.The modeled gravity was interpolated from observed gravity values.
 QP1792
 QP1792;                    North         East    Units  Estimated Accuracy
 QP1792;SPC MN C     -   187,487.7     687,586.8     MT  (+/- 3 meters HH1 GPS) 
 QP1792
 QP1792_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTL9044772905(NAD 83)
 QP1792
 QP1792                          SUPERSEDED SURVEY CONTROL
 QP1792
 QP1792  NAVD 88 (06/15/95)  399.611  (m)         1311.06   (f) SUPERSEDED  2 1
 QP1792
 QP1792.Superseded values are not recommended for survey control.
 QP1792
 QP1792.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QP1792.See file dsdata.pdf to determine how the superseded data were derived.
 QP1792
 QP1792_MARKER: DV = VERTICAL CONTROL DISK
 QP1792_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 QP1792_STAMPING: 2107 D 1979
 QP1792_MARK LOGO: MNHD
 QP1792_PROJECTION: RECESSED 36 CENTIMETERS
 QP1792_MAGNETIC: I = MARKER IS A STEEL ROD
 QP1792_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QP1792_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 QP1792+SATELLITE: SATELLITE OBSERVATIONS - September 13, 2023
 QP1792
 QP1792  HISTORY     - Date     Condition        Report By
 QP1792  HISTORY     - 19790401 MONUMENTED       MNHD
 QP1792  HISTORY     - 20051025 POOR             MNDT
 QP1792  HISTORY     - 20140826 GOOD             MNDT
 QP1792  HISTORY     - 20230913 POOR             MNDT
 QP1792
 QP1792                          STATION DESCRIPTION
 QP1792
 QP1792'DESCRIBED BY MN HIGHWAY DEPT 1979
 QP1792'IN KENSINGTON.
 QP1792'THE MARK IS LOCATED ABOUT 0.05 MILE EAST ALONG TRUNK HIGHWAY 55 FROM
 QP1792'ITS JUNCTION WITH COUNTY ROAD 1 IN KENSINGTON NEAR TRUNK HIGHWAY 55
 QP1792'MILE POINT 51.95 IN THE SW 1/4 OF SECTION 27, T127N, R40W AND IN A
 QP1792'CITY PARK.  THE MARK IS 97.5 FEET NORTH-NORTH EAST OF THE CENTERLINE
 QP1792'OF TRUNK HIGHWAY 55, 85.3 FEET NORTHWEST OF THE NORTHWEST CORNER OF
 QP1792'THE RUNESTONE MEMORIAL, 66.7 FEET SOUTH-SOUTHWEST OF THE SOUTHWEST
 QP1792'RAIL OF THE RAILROAD, 29.5 NORTHEAST OF AN 8 INCH SPRUCE, 18 FEET
 QP1792'SOUTH-SOUTHWEST OF A GRAVEL ROAD AT THE NORTH SIDE OF THE CITY PARK,
 QP1792'12 FEET WEST-NORTHWEST OF A 6 INCH BIRCH BEING THE WEST BIRCH IN A
 QP1792'ROW OF ELEVEN AND 0.8 FOOT SOUTH-SOUTHWEST OF A STEEL WITNESS POST.
 QP1792'THE MARK, A STANDARD MNDT VERTICAL CONTROL MARK DISK STAMPED---2107 D
 QP1792'1979---, IS CRIMPED TO THE TOP OF A DRIVEN 5/8 INCH DIAMETER BY 24
 QP1792'FOOT LONG COPPER-CLAD STEEL ROD THAT IS FLUSH WITH THE GROUND.
 QP1792
 QP1792                          STATION RECOVERY (2005)
 QP1792
 QP1792'RECOVERY NOTE BY MN DEPT OF TRANSP 2005 (DAS)
 QP1792'IN KENSINGTON, 0.05 MI (0.1 KM) EAST OF THE JUNCTION OF TRUNK HIGHWAY
 QP1792'55 AND COUNTY ROAD 1, AT TRUNK HIGHWAY 55 MILE POINT 51.95, IN CITY
 QP1792'PARK, 97.5 FT (29.7 M) NORTH-NORTHEAST OF TRUNK HIGHWAY 55, 85.3 FT
 QP1792'(26.0 M) NORTHWEST OF THE NORTHWEST CORNER OF MEMORIAL MONUMENT, 66.7
 QP1792'FT (20.3 M) SOUTH-SOUTHWEST OF SOUTHWEST RAIL OF RAILROAD, 30 FT (9.1
 QP1792'M) SOUTH-SOUTHWEST OF GRAVEL ROAD.
 QP1792
 QP1792                          STATION RECOVERY (2014)
 QP1792
 QP1792'RECOVERY NOTE BY MN DEPT OF TRANSP 2014 (KMS)
 QP1792'RECOVERED AS DESCRIBED.
 QP1792
 QP1792                          STATION RECOVERY (2023)
 QP1792
 QP1792'RECOVERY NOTE BY MN DEPT OF TRANSP 2023 (AJH)
 QP1792'THE SURVEY MARK WAS RECOVERED AS DESCRIBED.  THE MONUMENT IS BURIED
 QP1792'AND THE DISK IS BENT.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 QP1793 ***********************************************************************
 QP1793  DESIGNATION -  2107 E
 QP1793  PID         -  QP1793
 QP1793  STATE/COUNTY-  MN/DOUGLAS
 QP1793  COUNTRY     -  US
 QP1793  USGS QUAD   -  KENSINGTON (2019)
 QP1793
 QP1793                         *CURRENT SURVEY CONTROL
 QP1793  ______________________________________________________________________
 QP1793* NAD 83(1986) POSITION- 45 46 43.03   (N) 095 41 33.04   (W)   HD_HELD1
 QP1793* NAVD 88 ORTHO HEIGHT -   407.944 (meters)     1338.40  (feet) ADJUSTED
 QP1793  ______________________________________________________________________
 QP1793  GEOID HEIGHT    -        -26.037 (meters)                     GEOID18
 QP1793  DYNAMIC HEIGHT  -        407.937 (meters)     1338.37  (feet) COMP
 QP1793  MODELED GRAVITY -    980,586.5   (mgal)                       NAVD 88
 QP1793
 QP1793  VERT ORDER      -  SECOND    CLASS I
 QP1793
 QP1793.The horizontal coordinates were determined by differentially corrected
 QP1793.hand held GPS observations or other comparable positioning techniques
 QP1793.and have an estimated accuracy of +/- 3 meters.
 QP1793
 QP1793.The orthometric height was determined by differential leveling and
 QP1793.adjusted by the NATIONAL GEODETIC SURVEY
 QP1793.in June 1995.
 QP1793
 QP1793.Significant digits in the geoid height do not necessarily reflect accuracy.
 QP1793.GEOID18 height accuracy estimate available here.
 QP1793
 QP1793.Click photographs - Photos may exist for this station.
 QP1793
 QP1793.The dynamic height is computed by dividing the NAVD 88
 QP1793.geopotential number by the normal gravity value computed on the
 QP1793.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QP1793.degrees latitude (g = 980.6199 gals.).
 QP1793
 QP1793.The modeled gravity was interpolated from observed gravity values.
 QP1793
 QP1793;                    North         East    Units  Estimated Accuracy
 QP1793;SPC MN C     -   187,562.4     687,823.2     MT  (+/- 3 meters HH1 GPS) 
 QP1793
 QP1793_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTL9068472976(NAD 83)
 QP1793
 QP1793                          SUPERSEDED SURVEY CONTROL
 QP1793
 QP1793.No superseded survey control is available for this station.
 QP1793
 QP1793_MARKER: DV = VERTICAL CONTROL DISK
 QP1793_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 QP1793_SP_SET: WATER TANK FOOTING
 QP1793_STAMPING: 2107 E 1979
 QP1793_MARK LOGO: MNHD
 QP1793_MAGNETIC: N = NO MAGNETIC MATERIAL
 QP1793_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QP1793_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 QP1793+SATELLITE: SATELLITE OBSERVATIONS - August 26, 2014
 QP1793
 QP1793  HISTORY     - Date     Condition        Report By
 QP1793  HISTORY     - 19790401 MONUMENTED       MNHD
 QP1793  HISTORY     - 20051025 GOOD             MNDT
 QP1793  HISTORY     - 20140826 GOOD             MNDT
 QP1793
 QP1793                          STATION DESCRIPTION
 QP1793
 QP1793'DESCRIBED BY MN HIGHWAY DEPT 1979
 QP1793'IN KENSINGTON.
 QP1793'THE MARK IS LOCATED IN KENSINGTON ABOUT 0.2 MILE EAST-NORTHEAST OF
 QP1793'THE JUNCTION OF TRUNK HIGHWAY 55 AND COUNTY ROAD 1 AT THE KENSINGTON
 QP1793'WATER TANK IN THE SW 1/4 OF SECTION 27, T127N, R40W.  THE MARK IS IN
 QP1793'THE NORTHWEST CORNER OF THE CONCRETE BASE FOR THE STANDPIPE FOR THE
 QP1793'WATER TANK, 59 FEET SOUTH OF THE NORTH EDGE OF THE SOUTH CURB OF AN
 QP1793'EAST-WEST STREET AND 21 FEET SOUTH-SOUTHEAST OF THE SOUTHEAST CORNER
 QP1793'OF A SMALL BRICK PUMP HOUSE.  THE MARK, A STANDARD MNDT VERTICAL
 QP1793'CONTROL MARK DISK STAMPED---2107 E 1979---, IS SET INTO A DRILL HOLE
 QP1793'IN THE BASE AND IS ABOUT FLUSH WITH THE LAWN.
 QP1793
 QP1793                          STATION RECOVERY (2005)
 QP1793
 QP1793'RECOVERY NOTE BY MN DEPT OF TRANSP 2005 (DAS)
 QP1793'RECOVERED AS DESCRIBED.
 QP1793
 QP1793                          STATION RECOVERY (2014)
 QP1793
 QP1793'RECOVERY NOTE BY MN DEPT OF TRANSP 2014 (KMS)
 QP1793'THE STATION IS LOCATED ABOUT IN KENSINGTON.
 QP1793'
 QP1793'TO REACH THE MARK GO 0.1 MI (0.2 KM) NORTH ALONG CENTRAL AVENUE FROM
 QP1793'THE JUNCTION OF CENTRAL AVENUE AND TRUNK HIGHWAY 55 IN KENSINGTON,
 QP1793'THEN 0.1 MI (0.2 KM) SOUTHEAST ON PACIFIC STREET, THEN 0.05 MI (0.1
 QP1793'KM) EAST ON GRAND AVENUE, THEN 0.05 MI (0.1 KM) SOUTH ON TOWER STREET,
 QP1793'AT CITY WATER TANK, IN NORTHWEST CORNER OF BASE OF STANDPIPE.
 QP1793'
 QP1793'THE MARK IS LOCATED 225.0 FT (68.6 M) EAST OF GRAND AVENUE, 59.0 FT
 QP1793'(18.0 M) SOUTH OF NORTH EDGE OF TOWER STREET CURB, 21.0 FT (6.4 M)
 QP1793'SOUTH-SOUTHEAST OF THE SOUTHEAST CORNER OF PUMP HOUSE.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 QP1794 ***********************************************************************
 QP1794  DESIGNATION -  2107 F
 QP1794  PID         -  QP1794
 QP1794  STATE/COUNTY-  MN/DOUGLAS
 QP1794  COUNTRY     -  US
 QP1794  USGS QUAD   -  KENSINGTON (2019)
 QP1794
 QP1794                         *CURRENT SURVEY CONTROL
 QP1794  ______________________________________________________________________
 QP1794* NAD 83(1986) POSITION- 45 47 00.82   (N) 095 42 34.64   (W)   HD_HELD1
 QP1794* NAVD 88 ORTHO HEIGHT -   397.262 (meters)     1303.35  (feet) ADJUSTED
 QP1794  ______________________________________________________________________
 QP1794  GEOID HEIGHT    -        -26.050 (meters)                     GEOID18
 QP1794  DYNAMIC HEIGHT  -        397.256 (meters)     1303.33  (feet) COMP
 QP1794  MODELED GRAVITY -    980,587.3   (mgal)                       NAVD 88
 QP1794
 QP1794  VERT ORDER      -  SECOND    CLASS I
 QP1794
 QP1794.The horizontal coordinates were determined by differentially corrected
 QP1794.hand held GPS observations or other comparable positioning techniques
 QP1794.and have an estimated accuracy of +/- 3 meters.
 QP1794
 QP1794.The orthometric height was determined by differential leveling and
 QP1794.adjusted by the NATIONAL GEODETIC SURVEY
 QP1794.in June 1995.
 QP1794
 QP1794.Significant digits in the geoid height do not necessarily reflect accuracy.
 QP1794.GEOID18 height accuracy estimate available here.
 QP1794
 QP1794.Click photographs - Photos may exist for this station.
 QP1794
 QP1794.The dynamic height is computed by dividing the NAVD 88
 QP1794.geopotential number by the normal gravity value computed on the
 QP1794.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QP1794.degrees latitude (g = 980.6199 gals.).
 QP1794
 QP1794.The modeled gravity was interpolated from observed gravity values.
 QP1794
 QP1794;                    North         East    Units  Estimated Accuracy
 QP1794;SPC MN C     -   188,135.9     686,502.9     MT  (+/- 3 meters HH1 GPS) 
 QP1794
 QP1794_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTL8937373570(NAD 83)
 QP1794
 QP1794                          SUPERSEDED SURVEY CONTROL
 QP1794
 QP1794.No superseded survey control is available for this station.
 QP1794
 QP1794_MARKER: DV = VERTICAL CONTROL DISK
 QP1794_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 QP1794_STAMPING: 2107 F 1979
 QP1794_MARK LOGO: MNHD
 QP1794_PROJECTION: PROJECTING 5 CENTIMETERS
 QP1794_MAGNETIC: I = MARKER IS A STEEL ROD
 QP1794_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QP1794_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 QP1794+SATELLITE: SATELLITE OBSERVATIONS - August 26, 2014
 QP1794
 QP1794  HISTORY     - Date     Condition        Report By
 QP1794  HISTORY     - 19790401 MONUMENTED       MNHD
 QP1794  HISTORY     - 20051025 GOOD             MNDT
 QP1794  HISTORY     - 20140826 GOOD             MNDT
 QP1794
 QP1794                          STATION DESCRIPTION
 QP1794
 QP1794'DESCRIBED BY MN HIGHWAY DEPT 1979
 QP1794'0.8 MI NW FROM KENSINGTON.
 QP1794'THE MARK IS LOCATED 0.8 MILE NORTHWEST ALONG TRUNK HIGHWAY 55 FROM
 QP1794'ITS JUNCTION WITH COUNTY ROAD 1 IN KENSINGTON NEAR TRUNK HIGHWAY 55
 QP1794'MILE POINT 51.15 IN THE NW 1/4 OF SECTION 28, T127N, R40W.  THE MARK
 QP1794'IS 108.5 FEET WEST-SOUTHWEST OF A TELEGRAPH POLE WITH RAILROAD MILE
 QP1794'MARK 140 ON IT, 78.2 FEET SOUTHWEST OF THE SOUTHWEST RAIL OF THE SOO
 QP1794'LINE RAILROAD, 45.3 FEET NORTHEAST OF AND 5 FEET LOWER THAN THE
 QP1794'CENTERLINE OF TRUNK HIGHWAY 55, 1.4 FEET WEST OF POWER POLE NUMBER 15
 QP1794'AND 0.7 FOOT SOUTHWEST OF A STEEL WITNESS POST.  THE MARK A STANDARD
 QP1794'MNDT VERTICAL CONTROL MARK DISK STAMPED---2107 F 1979---, IS CRIMPED
 QP1794'TO THE TOP OF A DRIVEN 5/8 INCH DIAMETER BY 24 FOOT LONG COPPER-CLAD
 QP1794'STEEL ROD THAT PROJECTS 2 INCHES ABOVE THE GROUND.
 QP1794
 QP1794                          STATION RECOVERY (2005)
 QP1794
 QP1794'RECOVERY NOTE BY MN DEPT OF TRANSP 2005 (DAS)
 QP1794'RECOVERED AS DESCRIBED.
 QP1794
 QP1794                          STATION RECOVERY (2014)
 QP1794
 QP1794'RECOVERY NOTE BY MN DEPT OF TRANSP 2014 (KMS)
 QP1794'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 QP1795 ***********************************************************************
 QP1795  DESIGNATION -  2107 G
 QP1795  PID         -  QP1795
 QP1795  STATE/COUNTY-  MN/DOUGLAS
 QP1795  COUNTRY     -  US
 QP1795  USGS QUAD   -  KENSINGTON (2019)
 QP1795
 QP1795                         *CURRENT SURVEY CONTROL
 QP1795  ______________________________________________________________________
 QP1795* NAD 83(1986) POSITION- 45 47 18.90   (N) 095 43 09.55   (W)   HD_HELD1
 QP1795* NAVD 88 ORTHO HEIGHT -   393.415 (meters)     1290.73  (feet) ADJUSTED
 QP1795  ______________________________________________________________________
 QP1795  GEOID HEIGHT    -        -26.059 (meters)                     GEOID18
 QP1795  DYNAMIC HEIGHT  -        393.409 (meters)     1290.71  (feet) COMP
 QP1795  MODELED GRAVITY -    980,587.7   (mgal)                       NAVD 88
 QP1795
 QP1795  VERT ORDER      -  SECOND    CLASS I
 QP1795
 QP1795.The horizontal coordinates were determined by differentially corrected
 QP1795.hand held GPS observations or other comparable positioning techniques
 QP1795.and have an estimated accuracy of +/- 3 meters.
 QP1795
 QP1795.The orthometric height was determined by differential leveling and
 QP1795.adjusted by the NATIONAL GEODETIC SURVEY
 QP1795.in June 1995.
 QP1795
 QP1795.Significant digits in the geoid height do not necessarily reflect accuracy.
 QP1795.GEOID18 height accuracy estimate available here.
 QP1795
 QP1795.Click photographs - Photos may exist for this station.
 QP1795
 QP1795.The dynamic height is computed by dividing the NAVD 88
 QP1795.geopotential number by the normal gravity value computed on the
 QP1795.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QP1795.degrees latitude (g = 980.6199 gals.).
 QP1795
 QP1795.The modeled gravity was interpolated from observed gravity values.
 QP1795
 QP1795;                    North         East    Units  Estimated Accuracy
 QP1795;SPC MN C     -   188,708.0     685,759.3     MT  (+/- 3 meters HH1 GPS) 
 QP1795
 QP1795_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTL8863874154(NAD 83)
 QP1795
 QP1795                          SUPERSEDED SURVEY CONTROL
 QP1795
 QP1795.No superseded survey control is available for this station.
 QP1795
 QP1795_MARKER: DV = VERTICAL CONTROL DISK
 QP1795_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 QP1795_STAMPING: 2107 G 1979
 QP1795_MARK LOGO: MNHD
 QP1795_PROJECTION: FLUSH
 QP1795_MAGNETIC: I = MARKER IS A STEEL ROD
 QP1795_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QP1795_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QP1795+SATELLITE: SATELLITE OBSERVATIONS - October 09, 2007
 QP1795
 QP1795  HISTORY     - Date     Condition        Report By
 QP1795  HISTORY     - 1979     MONUMENTED       MNDT
 QP1795  HISTORY     - 20051025 GOOD             MNDT
 QP1795  HISTORY     - 20071009 GOOD             MNDT
 QP1795
 QP1795                          STATION DESCRIPTION
 QP1795
 QP1795'DESCRIBED BY MN DEPT OF TRANSP 1979
 QP1795'THE MARK IS LOCATED 1.35 MILES NORTHWEST ALONG TRUNK HIGHWAY 55 FROM
 QP1795'ITS JUNCTION WITH COUNTY ROAD 1 IN KENSINGTON NEAR TRUNK HIGHWAY 55
 QP1795'MILE POINT 50.6 IN THE NE 1/4 OF SECTION 29, T127N, R40W.  THE MARK
 QP1795'IS 164.5 FEET NORTHEAST OF AND ABOUT LEVEL WITH THE CENTERLINE TRUNK
 QP1795'HIGHWAY 55, 96.6 FEET NORTH-NORTHEAST OF A POWER POLE, 84 FEET SOUTH
 QP1795'OF THE CENTER OF AN EAST-WEST TOWNSHIP ROAD, 37.5 FEET NORTHEAST OF
 QP1795'AND ABOUT 2 FEET HIGHER THAN THE NORTHEAST RAIL OF THE SOO LINE
 QP1795'RAILROAD, 1.4 FEET SOUTHWEST OF A TELEGRAPH POLE AND 0.6 FOOT
 QP1795'SOUTHWEST OF A STEEL WITNESS POST.  THE MARK, A STANDARD MNDT
 QP1795'VERTICAL CONTROL MARK DISK STAMPED---2107 G 1979---, IS CRIMPED TO
 QP1795'THE TOP OF A DRIVEN 5/8 INCH DIAMETER BY 24 FOOT LONG COPPER-CLAD
 QP1795'STEEL ROD THAT PROJECTS 2 INCHES ABOVE THE GROUND.
 QP1795
 QP1795                          STATION RECOVERY (2005)
 QP1795
 QP1795'RECOVERY NOTE BY MN DEPT OF TRANSP 2005 (DAS)
 QP1795'RECOVERED AS DESCRIBED.
 QP1795
 QP1795                          STATION RECOVERY (2007)
 QP1795
 QP1795'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (KMS)
 QP1795'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 QP1796 ***********************************************************************
 QP1796  DESIGNATION -  2107 H
 QP1796  PID         -  QP1796
 QP1796  STATE/COUNTY-  MN/DOUGLAS
 QP1796  COUNTRY     -  US
 QP1796  USGS QUAD   -  KENSINGTON (2019)
 QP1796
 QP1796                         *CURRENT SURVEY CONTROL
 QP1796  ______________________________________________________________________
 QP1796* NAD 83(2011) POSITION- 45 47 42.37310(N) 095 43 56.58546(W)   ADJUSTED
 QP1796* NAD 83(2011) ELLIP HT-   363.369 (meters)        (02/26/15)   ADJUSTED
 QP1796* NAD 83(2011) EPOCH   -  2010.00
 QP1796* NAVD 88 ORTHO HEIGHT -   389.435 (meters)     1277.67  (feet) ADJUSTED
 QP1796  ______________________________________________________________________
 QP1796  GEOID HEIGHT    -        -26.072 (meters)                     GEOID18
 QP1796  NAD 83(2011) X  -   -444,967.782 (meters)                     COMP
 QP1796  NAD 83(2011) Y  - -4,432,649.569 (meters)                     COMP
 QP1796  NAD 83(2011) Z  -  4,549,658.551 (meters)                     COMP
 QP1796  LAPLACE CORR    -          1.62  (seconds)                    DEFLEC18
 QP1796  DYNAMIC HEIGHT  -        389.429 (meters)     1277.65  (feet) COMP
 QP1796  MODELED GRAVITY -    980,588.4   (mgal)                       NAVD 88
 QP1796
 QP1796  VERT ORDER      -  SECOND    CLASS I
 QP1796
 QP1796  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 QP1796  Standards:
 QP1796         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 QP1796            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 QP1796  -------------------------------------------------------------------
 QP1796  NETWORK    0.41   0.39           0.19   0.14   0.20      0.10537433
 QP1796  -------------------------------------------------------------------
 QP1796  Click here for local accuracies and other accuracy information.
 QP1796
 QP1796.The horizontal coordinates were established by GPS observations
 QP1796.and adjusted by the MN DEPT OF TRANSP in February 2015.
 QP1796
 QP1796.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 QP1796.been affixed to the stable North American tectonic plate. See 
 QP1796.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 QP1796
 QP1796.The horizontal coordinates are valid at the epoch date displayed above
 QP1796.which is a decimal equivalence of Year/Month/Day.
 QP1796
 QP1796.The orthometric height was determined by differential leveling and
 QP1796.adjusted by the NATIONAL GEODETIC SURVEY
 QP1796.in June 1995.
 QP1796
 QP1796.Significant digits in the geoid height do not necessarily reflect accuracy.
 QP1796.GEOID18 height accuracy estimate available here.
 QP1796
 QP1796.Click photographs - Photos may exist for this station.
 QP1796
 QP1796.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 QP1796
 QP1796.The Laplace correction was computed from DEFLEC18 derived deflections.
 QP1796
 QP1796.The ellipsoidal height was determined by GPS observations
 QP1796.and is referenced to NAD 83.
 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. The following values were computed from the NAD 83(2011) position.
 QP1796
 QP1796;                    North         East     Units Scale Factor Converg.
 QP1796;SPC MN C     -   189,451.450   684,757.094   MT  0.99996612   -1 04 20.4
 QP1796;SPC MN C     -   621,558.63  2,246,573.90   sFT  0.99996612   -1 04 20.4
 QP1796;UTM  15      - 5,074,913.613   287,647.658   MT  1.00015441   -1 57 34.0
 QP1796
 QP1796!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QP1796!SPC MN C     -   0.99994304  x   0.99996612  =   0.99990916
 QP1796!UTM  15      -   0.99994304  x   1.00015441  =   1.00009744
 QP1796
 QP1796_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTL8764774913(NAD 83)
 QP1796
 QP1796                          SUPERSEDED SURVEY CONTROL
 QP1796
 QP1796.No superseded survey control is available for this station.
 QP1796
 QP1796_MARKER: DV = VERTICAL CONTROL DISK
 QP1796_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 QP1796_STAMPING: 2107 H 1979
 QP1796_MARK LOGO: MNHD
 QP1796_PROJECTION: RECESSED 5 CENTIMETERS
 QP1796_MAGNETIC: I = MARKER IS A STEEL ROD
 QP1796_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QP1796_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QP1796+SATELLITE: SATELLITE OBSERVATIONS - August 23, 2011
 QP1796
 QP1796  HISTORY     - Date     Condition        Report By
 QP1796  HISTORY     - 1979     MONUMENTED       MNDT
 QP1796  HISTORY     - 20110823 GOOD             MNDT
 QP1796
 QP1796                          STATION DESCRIPTION
 QP1796
 QP1796'DESCRIBED BY MN DEPT OF TRANSP 1979
 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.
 QP1796
 QP1796                          STATION RECOVERY (2011)
 QP1796
 QP1796'RECOVERY NOTE BY MN DEPT OF TRANSP 2011 (MPP)
 QP1796'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 QP1798 ***********************************************************************
 QP1798  DESIGNATION -  2107 J
 QP1798  PID         -  QP1798
 QP1798  STATE/COUNTY-  MN/DOUGLAS
 QP1798  COUNTRY     -  US
 QP1798  USGS QUAD   -  KENSINGTON (2019)
 QP1798
 QP1798                         *CURRENT SURVEY CONTROL
 QP1798  ______________________________________________________________________
 QP1798* NAD 83(1986) POSITION- 45 47 53.     (N) 095 44 18.     (W)   SCALED
 QP1798* NAVD 88 ORTHO HEIGHT -   377.128 (meters)     1237.29  (feet) ADJUSTED
 QP1798  ______________________________________________________________________
 QP1798  GEOID HEIGHT    -        -26.077 (meters)                     GEOID18
 QP1798  DYNAMIC HEIGHT  -        377.122 (meters)     1237.27  (feet) COMP
 QP1798  MODELED GRAVITY -    980,588.8   (mgal)                       NAVD 88
 QP1798
 QP1798  VERT ORDER      -  SECOND    CLASS I
 QP1798
 QP1798.The horizontal coordinates were scaled from a map and have
 QP1798.an estimated accuracy of +/- 6 seconds.
 QP1798
 QP1798.The orthometric height was determined by differential leveling and
 QP1798.adjusted by the NATIONAL GEODETIC SURVEY
 QP1798.in June 1995.
 QP1798
 QP1798.Significant digits in the geoid height do not necessarily reflect accuracy.
 QP1798.GEOID18 height accuracy estimate available here.
 QP1798
 QP1798.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTL871752(NAD 83)
 QP1798
 QP1798                          SUPERSEDED SURVEY CONTROL
 QP1798
 QP1798.No superseded survey control is available for this station.
 QP1798
 QP1798_MARKER: DV = VERTICAL CONTROL 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: MNHD
 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'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 NORTHEAST 1/4 OF SECTION 19, T127N, R40W.  IT
 QP1798'IS 75.7 FEET NORTHEAST OF AND ABOUT LEVEL WITH THE CENTERLINE OF TRUNK
 QP1798'HIGHWAY 55 IN THE CENTER OF THE SOUTHWEST HEADWALL OF A 12 FOOT SQUARE
 QP1798'CONCRETE BOX CULVERT THAT IS ABOUT 25 FEET UNDER THE RAILROAD AT A
 QP1798'SMALL CREEK.  THE MARK, A STANDARD MNDT VERTICAL CONTROL MARK DISK
 QP1798'STAMPED---2107 J 1979---, IS SET IN A DRILL HOLE IN THE HEADWALL.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 QP1797 ***********************************************************************
 QP1797  DESIGNATION -  2107 J 1
 QP1797  PID         -  QP1797
 QP1797  STATE/COUNTY-  MN/DOUGLAS
 QP1797  COUNTRY     -  US
 QP1797  USGS QUAD   -  KENSINGTON (2019)
 QP1797
 QP1797                         *CURRENT SURVEY CONTROL
 QP1797  ______________________________________________________________________
 QP1797* NAD 83(1986) POSITION- 45 47 51.78   (N) 095 44 20.09   (W)   HD_HELD1
 QP1797* NAVD 88 ORTHO HEIGHT -   376.304 (meters)     1234.59  (feet) ADJUSTED
 QP1797  ______________________________________________________________________
 QP1797  GEOID HEIGHT    -        -26.077 (meters)                     GEOID18
 QP1797  DYNAMIC HEIGHT  -        376.298 (meters)     1234.57  (feet) COMP
 QP1797  MODELED GRAVITY -    980,588.8   (mgal)                       NAVD 88
 QP1797
 QP1797  VERT ORDER      -  SECOND    CLASS I
 QP1797
 QP1797.The horizontal coordinates were determined by differentially corrected
 QP1797.hand held GPS observations or other comparable positioning techniques
 QP1797.and have an estimated accuracy of +/- 3 meters.
 QP1797
 QP1797.The orthometric height was determined by differential leveling and
 QP1797.adjusted by the NATIONAL GEODETIC SURVEY
 QP1797.in March 2016.
 QP1797
 QP1797.Significant digits in the geoid height do not necessarily reflect accuracy.
 QP1797.GEOID18 height accuracy estimate available here.
 QP1797
 QP1797.Click photographs - Photos may exist for this station.
 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     -   189,751.3     684,255.0     MT  (+/- 3 meters HH1 GPS) 
 QP1797
 QP1797_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTL8715075221(NAD 83)
 QP1797
 QP1797                          SUPERSEDED SURVEY CONTROL
 QP1797
 QP1797  NAVD 88 (06/15/95)  376.285  (m)         1234.53   (f) SUPERSEDED  2 1
 QP1797
 QP1797.Superseded values are not recommended for survey control.
 QP1797
 QP1797.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QP1797.See file dsdata.pdf to determine how the superseded data were derived.
 QP1797
 QP1797_MARKER: DV = VERTICAL CONTROL DISK
 QP1797_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 QP1797_SP_SET: CULVERT
 QP1797_STAMPING: 2107 J 1 1979
 QP1797_MARK LOGO: MNHD
 QP1797_MAGNETIC: N = NO MAGNETIC MATERIAL
 QP1797_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QP1797+STABILITY: SURFACE MOTION
 QP1797_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 QP1797+SATELLITE: SATELLITE OBSERVATIONS - August 26, 2014
 QP1797
 QP1797  HISTORY     - Date     Condition        Report By
 QP1797  HISTORY     - 19790401 MONUMENTED       MNHD
 QP1797  HISTORY     - 20140826 GOOD             MNDT
 QP1797  HISTORY     - 20140826 GOOD             MNDT
 QP1797
 QP1797                          STATION DESCRIPTION
 QP1797
 QP1797'DESCRIBED BY MN HIGHWAY DEPT 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.
 QP1797
 QP1797                          STATION RECOVERY (2014)
 QP1797
 QP1797'RECOVERY NOTE BY MN DEPT OF TRANSP 2014 (KMS)
 QP1797'RECOVERED AS DESCRIBED.
 QP1797
 QP1797                          STATION RECOVERY (2014)
 QP1797
 QP1797'RECOVERY NOTE BY MN DEPT OF TRANSP 2014 (KMS)
 QP1797'2.5 MI (4.0 KM) NORTHWEST OF KENSINGTON, 2.5 MI (4.0 KM) NORTHWEST
 QP1797'ALONG TRUNK HIGHWAY 55  FROM THE JUNCTION OF TRUNK HIGHWAY 55 AND
 QP1797'COUNTY ROAD 1 IN KENSINGTON, AT TRUNK HIGHWAY 55 MILE POINT 49.4, 17.6
 QP1797'FT (5.4 M) SOUTHWEST OF TRUNK HIGHWAY 55, IN SOUTHEAST END OF
 QP1797'SOUTHWEST HEADWALL OF TRUNK HIGHWAY 55 BOX CULVERT AT SMALL CREEK.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 QP1799 ***********************************************************************
 QP1799  DESIGNATION -  2107 K
 QP1799  PID         -  QP1799
 QP1799  STATE/COUNTY-  MN/DOUGLAS
 QP1799  COUNTRY     -  US
 QP1799  USGS QUAD   -  KENSINGTON (2019)
 QP1799
 QP1799                         *CURRENT SURVEY CONTROL
 QP1799  ______________________________________________________________________
 QP1799* NAD 83(2011) POSITION- 45 48 14.44747(N) 095 44 58.56500(W)   ADJUSTED
 QP1799* NAD 83(2011) ELLIP HT-   365.843 (meters)        (02/26/15)   ADJUSTED
 QP1799* NAD 83(2011) EPOCH   -  2010.00
 QP1799* NAVD 88 ORTHO HEIGHT -   391.923 (meters)     1285.83  (feet) ADJUSTED
 QP1799  ______________________________________________________________________
 QP1799  GEOID HEIGHT    -        -26.089 (meters)                     GEOID18
 QP1799  NAD 83(2011) X  -   -446,228.755 (meters)                     COMP
 QP1799  NAD 83(2011) Y  - -4,431,810.978 (meters)                     COMP
 QP1799  NAD 83(2011) Z  -  4,550,350.753 (meters)                     COMP
 QP1799  LAPLACE CORR    -          1.83  (seconds)                    DEFLEC18
 QP1799  DYNAMIC HEIGHT  -        391.918 (meters)     1285.82  (feet) COMP
 QP1799  MODELED GRAVITY -    980,589.5   (mgal)                       NAVD 88
 QP1799
 QP1799  VERT ORDER      -  SECOND    CLASS I
 QP1799
 QP1799  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 QP1799  Standards:
 QP1799         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 QP1799            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 QP1799  -------------------------------------------------------------------
 QP1799  NETWORK    0.49   0.45           0.22   0.18   0.23      0.07119501
 QP1799  -------------------------------------------------------------------
 QP1799  Click here for local accuracies and other accuracy information.
 QP1799
 QP1799.The horizontal coordinates were established by GPS observations
 QP1799.and adjusted by the MN DEPT OF TRANSP in February 2015.
 QP1799
 QP1799.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 QP1799.been affixed to the stable North American tectonic plate. See 
 QP1799.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 QP1799
 QP1799.The horizontal coordinates are valid at the epoch date displayed above
 QP1799.which is a decimal equivalence of Year/Month/Day.
 QP1799
 QP1799.The orthometric height was determined by differential leveling and
 QP1799.adjusted by the NATIONAL GEODETIC SURVEY
 QP1799.in June 1995.
 QP1799
 QP1799.Significant digits in the geoid height do not necessarily reflect accuracy.
 QP1799.GEOID18 height accuracy estimate available here.
 QP1799
 QP1799.Click photographs - Photos may exist for this station.
 QP1799
 QP1799.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 QP1799
 QP1799.The Laplace correction was computed from DEFLEC18 derived deflections.
 QP1799
 QP1799.The ellipsoidal height was determined by GPS observations
 QP1799.and is referenced to NAD 83.
 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. The following values were computed from the NAD 83(2011) position.
 QP1799
 QP1799;                    North         East     Units Scale Factor Converg.
 QP1799;SPC MN C     -   190,466.706   683,437.560   MT  0.99996467   -1 05 05.3
 QP1799;SPC MN C     -   624,889.52  2,242,244.73   sFT  0.99996467   -1 05 05.3
 QP1799;UTM  15      - 5,075,949.379   286,343.751   MT  1.00016124   -1 58 19.5
 QP1799
 QP1799!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QP1799!SPC MN C     -   0.99994265  x   0.99996467  =   0.99990732
 QP1799!UTM  15      -   0.99994265  x   1.00016124  =   1.00010388
 QP1799
 QP1799:                Primary Azimuth Mark                     Grid Az
 QP1799:SPC MN C     -  2107 L                                   305 21 19.0
 QP1799:UTM  15      -  2107 L                                   306 14 33.2
 QP1799
 QP1799_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTL8634375949(NAD 83)
 QP1799
 QP1799|---------------------------------------------------------------------|
 QP1799| PID    Reference Object                     Distance      Geod. Az  |
 QP1799|                                                           dddmmss.s |
 QP1799| QP1800 2107 L                              APPROX. 0.8 KM 3041613.7 |
 QP1799|---------------------------------------------------------------------|
 QP1799
 QP1799                          SUPERSEDED SURVEY CONTROL
 QP1799
 QP1799.No superseded survey control is available for this station.
 QP1799
 QP1799_MARKER: DV = VERTICAL CONTROL DISK
 QP1799_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 QP1799_STAMPING: 2107 K 1979
 QP1799_MARK LOGO: MNHD
 QP1799_PROJECTION: RECESSED 5 CENTIMETERS
 QP1799_MAGNETIC: I = MARKER IS A STEEL ROD
 QP1799_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QP1799_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QP1799+SATELLITE: SATELLITE OBSERVATIONS - August 26, 2014
 QP1799
 QP1799  HISTORY     - Date     Condition        Report By
 QP1799  HISTORY     - 19790401 MONUMENTED       MNHD
 QP1799  HISTORY     - 20071009 GOOD             MNDT
 QP1799  HISTORY     - 20110823 GOOD             MNDT
 QP1799  HISTORY     - 20140826 GOOD             MNDT
 QP1799
 QP1799                          STATION DESCRIPTION
 QP1799
 QP1799'DESCRIBED BY MN HIGHWAY DEPT 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.
 QP1799
 QP1799                          STATION RECOVERY (2007)
 QP1799
 QP1799'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (KMS)
 QP1799'2.8 MILES SOUTHEAST OF HOFFMAN, 2.75 MILES SOUTHEAST ALONG TRUNK
 QP1799'HIGHWAY 55 FROM JUNCTION OF TRUNK HIGHWAY 55 AND MAIN AVENUE IN
 QP1799'HOFFMAN, AT TRUNK HIGHWAY 55 MILEPOINT 48.75, 204.0 FEET NORTHWEST OF
 QP1799'NORTH CORNER OF WOOD BRIDGE OVER RAILROAD (WENNERBORG ROAD), 132.0
 QP1799'FEET NORTHEAST OF NORTHEAST RAIL OF RAILROAD, 15.0 FEET SOUTHWEST OF
 QP1799'FIELD ROAD, 0.9 FOOT SOUTHWEST OF WITNESS POST.
 QP1799
 QP1799                          STATION RECOVERY (2011)
 QP1799
 QP1799'RECOVERY NOTE BY MN DEPT OF TRANSP 2011 (JXJ)
 QP1799'RECOVERED AS DESCRIBED.
 QP1799
 QP1799                          STATION RECOVERY (2014)
 QP1799
 QP1799'RECOVERY NOTE BY MN DEPT OF TRANSP 2014 (KMS)
 QP1799'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 QP1800 ***********************************************************************
 QP1800  DESIGNATION -  2107 L
 QP1800  PID         -  QP1800
 QP1800  STATE/COUNTY-  MN/DOUGLAS
 QP1800  COUNTRY     -  US
 QP1800  USGS QUAD   -  HOFFMAN (2019)
 QP1800
 QP1800                         *CURRENT SURVEY CONTROL
 QP1800  ______________________________________________________________________
 QP1800* NAD 83(2011) POSITION- 45 48 29.38501(N) 095 45 29.91377(W)   ADJUSTED
 QP1800* NAD 83(2011) ELLIP HT-   352.051 (meters)        (02/26/15)   ADJUSTED
 QP1800* NAD 83(2011) EPOCH   -  2010.00
 QP1800* NAVD 88 ORTHO HEIGHT -   378.141 (meters)     1240.62  (feet) ADJUSTED
 QP1800  ______________________________________________________________________
 QP1800  GEOID HEIGHT    -        -26.098 (meters)                     GEOID18
 QP1800  NAD 83(2011) X  -   -446,868.167 (meters)                     COMP
 QP1800  NAD 83(2011) Y  - -4,431,404.528 (meters)                     COMP
 QP1800  NAD 83(2011) Z  -  4,550,662.371 (meters)                     COMP
 QP1800  LAPLACE CORR    -          1.83  (seconds)                    DEFLEC18
 QP1800  DYNAMIC HEIGHT  -        378.135 (meters)     1240.60  (feet) COMP
 QP1800  MODELED GRAVITY -    980,590.0   (mgal)                       NAVD 88
 QP1800
 QP1800  VERT ORDER      -  SECOND    CLASS I
 QP1800
 QP1800  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 QP1800  Standards:
 QP1800         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 QP1800            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 QP1800  -------------------------------------------------------------------
 QP1800  NETWORK    0.46   0.84           0.21   0.16   0.43     -0.06063253
 QP1800  -------------------------------------------------------------------
 QP1800  Click here for local accuracies and other accuracy information.
 QP1800
 QP1800.The horizontal coordinates were established by GPS observations
 QP1800.and adjusted by the MN DEPT OF TRANSP in February 2015.
 QP1800
 QP1800.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 QP1800.been affixed to the stable North American tectonic plate. See 
 QP1800.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 QP1800
 QP1800.The horizontal coordinates are valid at the epoch date displayed above
 QP1800.which is a decimal equivalence of Year/Month/Day.
 QP1800
 QP1800.The orthometric height was determined by differential leveling and
 QP1800.adjusted by the NATIONAL GEODETIC SURVEY
 QP1800.in June 1995.
 QP1800
 QP1800.Significant digits in the geoid height do not necessarily reflect accuracy.
 QP1800.GEOID18 height accuracy estimate available here.
 QP1800
 QP1800.Click photographs - Photos may exist for this station.
 QP1800
 QP1800.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 QP1800
 QP1800.The Laplace correction was computed from DEFLEC18 derived deflections.
 QP1800
 QP1800.The ellipsoidal height was determined by GPS observations
 QP1800.and is referenced to NAD 83.
 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. The following values were computed from the NAD 83(2011) position.
 QP1800
 QP1800;                    North         East     Units Scale Factor Converg.
 QP1800;SPC MN C     -   190,940.645   682,769.560   MT  0.99996401   -1 05 27.9
 QP1800;SPC MN C     -   626,444.43  2,240,053.13   sFT  0.99996401   -1 05 27.9
 QP1800;UTM  15      - 5,076,433.702   285,683.039   MT  1.00016472   -1 58 42.5
 QP1800
 QP1800!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QP1800!SPC MN C     -   0.99994481  x   0.99996401  =   0.99990882
 QP1800!UTM  15      -   0.99994481  x   1.00016472  =   1.00010952
 QP1800
 QP1800:                Primary Azimuth Mark                     Grid Az
 QP1800:SPC MN C     -  SANDY                                    182 24 07.5
 QP1800:UTM  15      -  SANDY                                    183 17 22.1
 QP1800
 QP1800_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTL8568376433(NAD 83)
 QP1800
 QP1800|---------------------------------------------------------------------|
 QP1800| PID    Reference Object                     Distance      Geod. Az  |
 QP1800|                                                           dddmmss.s |
 QP1800| DO8490 SANDY                               APPROX. 0.5 KM 1811839.6 |
 QP1800|---------------------------------------------------------------------|
 QP1800
 QP1800                          SUPERSEDED SURVEY CONTROL
 QP1800
 QP1800.No superseded survey control is available for this station.
 QP1800
 QP1800_MARKER: DV = VERTICAL CONTROL DISK
 QP1800_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 QP1800_STAMPING: 2107 L 1979
 QP1800_MARK LOGO: MNHD
 QP1800_PROJECTION: PROJECTING 8 CENTIMETERS
 QP1800_MAGNETIC: I = MARKER IS A STEEL ROD
 QP1800_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QP1800_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QP1800+SATELLITE: SATELLITE OBSERVATIONS - August 11, 2025
 QP1800
 QP1800  HISTORY     - Date     Condition        Report By
 QP1800  HISTORY     - 19790401 MONUMENTED       MNHD
 QP1800  HISTORY     - 20051025 GOOD             MNDT
 QP1800  HISTORY     - 20071009 GOOD             MNDT
 QP1800  HISTORY     - 20110823 GOOD             MNDT
 QP1800  HISTORY     - 20140826 GOOD             MNDT
 QP1800  HISTORY     - 20250811 GOOD             MNDT
 QP1800
 QP1800                          STATION DESCRIPTION
 QP1800
 QP1800'DESCRIBED BY MN HIGHWAY DEPT 1979
 QP1800'2.4 MI SE FROM HOFFMAN.
 QP1800'THE MARK IS LOCATED 2.5 MILES SOUTHEAST ALONG TRUNK HIGHWAY 55 FROM
 QP1800'ITS JUNCTION WITH TRUNK HIGHWAY 27 IN HOFFMAN NEAR TRUNK HIGHWAY 55
 QP1800'MILE POINT 48.25 IN THE SW 1/4 OF SECTION 18, T127N, R40W.  THE MARK
 QP1800'IS 229 FEET NORTHEAST OF THE CENTERLINE OF TRUNK HIGHWAY 55, 73.6
 QP1800'FEET NORTHEAST OF AND ABOUT 8 FEET LOWER THAN THE NORTHEAST RAIL OF
 QP1800'THE SOO LINE RAILROAD, 68.9 FEET NORTHEAST OF RAILROAD MARKER POST
 QP1800'142.90, 36 FEET EAST OF THE CENTER OF A NORTH-SOUTH TOWNSHIP ROAD,
 QP1800'3.5 FEET SOUTHWEST OF THE THIRD TELEGRAPH POLE SOUTHEAST OF RAILROAD
 QP1800'MILE POINT 143 AND 0.8 FOOT SOUTHWEST OF A STEEL WITNESS POST.  THE
 QP1800'MARK, A STANDARD MNDT VERTICAL CONTROL MARK DISK STAMPED---2107 L
 QP1800'1979---, IS CRIMPED TO THE TOP OF A DRIVEN 5/8 INCH DIAMETER BY 40
 QP1800'FOOT LONG COPPER-CLAD STEEL ROD THAT PROJECTS 2 INCHES ABOVE GROUND
 QP1800'LEVEL.
 QP1800
 QP1800                          STATION RECOVERY (2005)
 QP1800
 QP1800'RECOVERY NOTE BY MN DEPT OF TRANSP 2005 (DAS)
 QP1800'RECOVERED AS DESCRIBED.
 QP1800
 QP1800                          STATION RECOVERY (2007)
 QP1800
 QP1800'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (KMS)
 QP1800'RECOVERED IN GOOD CONDITION.
 QP1800
 QP1800                          STATION RECOVERY (2011)
 QP1800
 QP1800'RECOVERY NOTE BY MN DEPT OF TRANSP 2011 (MXK)
 QP1800'RECOVERED AS DESCRIBED.
 QP1800
 QP1800                          STATION RECOVERY (2014)
 QP1800
 QP1800'RECOVERY NOTE BY MN DEPT OF TRANSP 2014 (KMS)
 QP1800'THE STATION IS LOCATED ABOUT 2.8 MI (4.5 KM) SOUTHEAST OF HOFFMAN.
 QP1800'
 QP1800'TO REACH THE MARK GO 2.75 MI (4.4 KM) SOUTHEAST ALONG TRUNK HIGHWAY 55
 QP1800'FROM THE JUNCTION OF TRUNK HIGHWAY 55 AND MAIN AVENUE IN HOFFMAN, AT
 QP1800'TRUNK HIGHWAY 55 MILE POINT 48.25.
 QP1800'
 QP1800'THE MARK IS LOCATED 229.0 FT (69.8 M) NORTHEAST OF TRUNK HIGHWAY 55,
 QP1800'73.6 FT (22.4 M) NORTHEAST OF NORTHEAST RAIL OF RAILROAD, 36.0 FT
 QP1800'(11.0 M) EAST OF 100TH AVENUE, 0.8 FT (24 CM) SOUTHWEST OF A WITNESS
 QP1800'POST.
 QP1800
 QP1800                          STATION RECOVERY (2025)
 QP1800
 QP1800'RECOVERY NOTE BY MN DEPT OF TRANSP 2025 (MPP)
 QP1800'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DP9077 ***********************************************************************
 DP9077  DESIGNATION -  2107 M
 DP9077  PID         -  DP9077
 DP9077  STATE/COUNTY-  MN/DOUGLAS
 DP9077  COUNTRY     -  US
 DP9077  USGS QUAD   -  KENSINGTON (2019)
 DP9077
 DP9077                         *CURRENT SURVEY CONTROL
 DP9077  ______________________________________________________________________
 DP9077* NAD 83(2011) POSITION- 45 46 15.15433(N) 095 40 30.95647(W)   ADJUSTED
 DP9077* NAD 83(2011) ELLIP HT-   372.746 (meters)        (01/07/26)   ADJUSTED
 DP9077* NAD 83(2011) EPOCH   -  2010.00
 DP9077* NAVD 88 ORTHO HEIGHT -   398.758 (meters)     1308.26  (feet) ADJUSTED
 DP9077  ______________________________________________________________________
 DP9077  GEOID HEIGHT    -        -26.025 (meters)                     GEOID18
 DP9077  NAD 83(2011) X  -   -440,740.086 (meters)                     COMP
 DP9077  NAD 83(2011) Y  - -4,435,018.067 (meters)                     COMP
 DP9077  NAD 83(2011) Z  -  4,547,787.258 (meters)                     COMP
 DP9077  LAPLACE CORR    -          1.43  (seconds)                    DEFLEC18
 DP9077  DYNAMIC HEIGHT  -        398.751 (meters)     1308.24  (feet) COMP
 DP9077  MODELED GRAVITY -    980,585.7   (mgal)                       NAVD 88
 DP9077
 DP9077  VERT ORDER      -  SECOND    CLASS I
 DP9077
 DP9077  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DP9077  Standards:
 DP9077         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DP9077            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DP9077  -------------------------------------------------------------------
 DP9077  NETWORK    0.59   1.02           0.27   0.20   0.52     -0.08213497
 DP9077  -------------------------------------------------------------------
 DP9077  Click here for local accuracies and other accuracy information.
 DP9077
 DP9077.The horizontal coordinates were established by GPS observations
 DP9077.and adjusted by the MN DEPT OF TRANSP in January 2026.
 DP9077
 DP9077.Refers to NAD 83 (2011) epoch 2010.00 coordinates where the reference 
 DP9077.frame has been affixed to the stable North American tectonic plate 
 DP9077
 DP9077.The horizontal coordinates are valid at the epoch date displayed above
 DP9077.which is a decimal equivalence of Year/Month/Day.
 DP9077
 DP9077.The orthometric height was determined by differential leveling and
 DP9077.adjusted by the NATIONAL GEODETIC SURVEY
 DP9077.in March 2016.
 DP9077
 DP9077.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP9077.GEOID18 height accuracy estimate available here.
 DP9077
 DP9077.Click photographs - Photos may exist for this station.
 DP9077
 DP9077.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DP9077
 DP9077.The Laplace correction was computed from DEFLEC18 derived deflections.
 DP9077
 DP9077.The ellipsoidal height was determined by GPS observations
 DP9077.and is referenced to NAD 83.
 DP9077
 DP9077.The dynamic height is computed by dividing the NAVD 88
 DP9077.geopotential number by the normal gravity value computed on the
 DP9077.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP9077.degrees latitude (g = 980.6199 gals.).
 DP9077
 DP9077.The modeled gravity was interpolated from observed gravity values.
 DP9077
 DP9077. The following values were computed from the NAD 83(2011) position.
 DP9077
 DP9077;                    North         East     Units Scale Factor Converg.
 DP9077;SPC MN C     -   186,677.655   689,148.686   MT  0.99997015   -1 01 51.7
 DP9077;SPC MN C     -   612,458.27  2,260,981.98   sFT  0.99997015   -1 01 51.7
 DP9077;UTM  15      - 5,072,071.680   291,996.551   MT  1.00013194   -1 55 03.6
 DP9077
 DP9077!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DP9077!SPC MN C     -   0.99994157  x   0.99997015  =   0.99991172
 DP9077!UTM  15      -   0.99994157  x   1.00013194  =   1.00007350
 DP9077
 DP9077_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTL9199672071(NAD 83)
 DP9077
 DP9077                          SUPERSEDED SURVEY CONTROL
 DP9077
 DP9077.No superseded survey control is available for this station.
 DP9077
 DP9077_MARKER: F = FLANGE-ENCASED ROD
 DP9077_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DP9077_STAMPING: 2107 M 2014
 DP9077_MARK LOGO: MNDT
 DP9077_PROJECTION: RECESSED 5 CENTIMETERS
 DP9077_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DP9077_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DP9077_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP9077+SATELLITE: SATELLITE OBSERVATIONS - August 11, 2025
 DP9077_ROD/PIPE-DEPTH: 6.1 meters
 DP9077
 DP9077  HISTORY     - Date     Condition        Report By
 DP9077  HISTORY     - 20140916 MONUMENTED       MNDT
 DP9077  HISTORY     - 20250811 GOOD             MNDT
 DP9077
 DP9077                          STATION DESCRIPTION
 DP9077
 DP9077'DESCRIBED BY MN DEPT OF TRANSP 2014
 DP9077'THE STATION IS LOCATED ABOUT 1.1 MI (1.8 KM) SOUTHEAST OF KENSINGTON.
 DP9077'
 DP9077'TO REACH THE MARK GO 1.1 MI (1.8 KM) SOUTHEAST ALONG TRUNK HIGHWAY 55
 DP9077'FROM THE JUNCTION OF TRUNK HIGHWAY 55 AND COUNTY ROAD 1 IN KENSINGTON,
 DP9077'AT TRUNK HIGHWAY 55 MILE POINT 53.05.
 DP9077'
 DP9077'THE MARK IS LOCATED 38.9 FT (11.9 M) NORTH-NORTHEAST OF TRUNK HIGHWAY
 DP9077'55, 83.2 FT (25.4 M) EAST-SOUTHEAST OF COUNTY ROAD 98 EXTENDED, 67.5
 DP9077'FT (20.6 M) SOUTHEAST OF POWER POLE, 1.5 FT (0.5 M) SOUTH-SOUTHWEST OF
 DP9077'A WITNESS POST.
 DP9077'
 DP9077'NOTE - THE STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM
 DP9077'ROD DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION REMOVABLE
 DP9077'DISK SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH
 DP9077'PVC PIPE BACK FILLED WITH WASHED SAND.
 DP9077
 DP9077                          STATION RECOVERY (2025)
 DP9077
 DP9077'RECOVERY NOTE BY MN DEPT OF TRANSP 2025 (MPP)
 DP9077'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DP9078 ***********************************************************************
 DP9078  DESIGNATION -  2107 N
 DP9078  PID         -  DP9078
 DP9078  STATE/COUNTY-  MN/DOUGLAS
 DP9078  COUNTRY     -  US
 DP9078  USGS QUAD   -  KENSINGTON (2019)
 DP9078
 DP9078                         *CURRENT SURVEY CONTROL
 DP9078  ______________________________________________________________________
 DP9078* NAD 83(2011) POSITION- 45 46 32.38496(N) 095 41 22.54001(W)   ADJUSTED
 DP9078* NAD 83(2011) ELLIP HT-   373.871 (meters)        (01/07/26)   ADJUSTED
 DP9078* NAD 83(2011) EPOCH   -  2010.00
 DP9078* NAVD 88 ORTHO HEIGHT -   399.904 (meters)     1312.02  (feet) ADJUSTED
 DP9078  ______________________________________________________________________
 DP9078  GEOID HEIGHT    -        -26.035 (meters)                     GEOID18
 DP9078  NAD 83(2011) X  -   -441,811.483 (meters)                     COMP
 DP9078  NAD 83(2011) Y  - -4,434,529.133 (meters)                     COMP
 DP9078  NAD 83(2011) Z  -  4,548,159.142 (meters)                     COMP
 DP9078  LAPLACE CORR    -          1.40  (seconds)                    DEFLEC18
 DP9078  DYNAMIC HEIGHT  -        399.897 (meters)     1312.00  (feet) COMP
 DP9078  MODELED GRAVITY -    980,586.3   (mgal)                       NAVD 88
 DP9078
 DP9078  VERT ORDER      -  SECOND    CLASS I
 DP9078
 DP9078  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DP9078  Standards:
 DP9078         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DP9078            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DP9078  -------------------------------------------------------------------
 DP9078  NETWORK    0.59   1.04           0.27   0.20   0.53      0.00005199
 DP9078  -------------------------------------------------------------------
 DP9078  Click here for local accuracies and other accuracy information.
 DP9078
 DP9078.The horizontal coordinates were established by GPS observations
 DP9078.and adjusted by the MN DEPT OF TRANSP in January 2026.
 DP9078
 DP9078.Refers to NAD 83 (2011) epoch 2010.00 coordinates where the reference 
 DP9078.frame has been affixed to the stable North American tectonic plate 
 DP9078
 DP9078.The horizontal coordinates are valid at the epoch date displayed above
 DP9078.which is a decimal equivalence of Year/Month/Day.
 DP9078
 DP9078.The orthometric height was determined by differential leveling and
 DP9078.adjusted by the NATIONAL GEODETIC SURVEY
 DP9078.in March 2016.
 DP9078
 DP9078.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP9078.GEOID18 height accuracy estimate available here.
 DP9078
 DP9078.Click photographs - Photos may exist for this station.
 DP9078
 DP9078.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DP9078
 DP9078.The Laplace correction was computed from DEFLEC18 derived deflections.
 DP9078
 DP9078.The ellipsoidal height was determined by GPS observations
 DP9078.and is referenced to NAD 83.
 DP9078
 DP9078.The dynamic height is computed by dividing the NAVD 88
 DP9078.geopotential number by the normal gravity value computed on the
 DP9078.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP9078.degrees latitude (g = 980.6199 gals.).
 DP9078
 DP9078.The modeled gravity was interpolated from observed gravity values.
 DP9078
 DP9078. The following values were computed from the NAD 83(2011) position.
 DP9078
 DP9078;                    North         East     Units Scale Factor Converg.
 DP9078;SPC MN C     -   187,229.687   688,044.044   MT  0.99996934   -1 02 29.0
 DP9078;SPC MN C     -   614,269.40  2,257,357.83   sFT  0.99996934   -1 02 29.0
 DP9078;UTM  15      - 5,072,640.834   290,900.403   MT  1.00013756   -1 55 41.2
 DP9078
 DP9078!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DP9078!SPC MN C     -   0.99994139  x   0.99996934  =   0.99991073
 DP9078!UTM  15      -   0.99994139  x   1.00013756  =   1.00007894
 DP9078
 DP9078_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTL9090072640(NAD 83)
 DP9078
 DP9078                          SUPERSEDED SURVEY CONTROL
 DP9078
 DP9078.No superseded survey control is available for this station.
 DP9078
 DP9078_MARKER: F = FLANGE-ENCASED ROD
 DP9078_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DP9078_STAMPING: 2107 N 2014
 DP9078_MARK LOGO: MNDT
 DP9078_PROJECTION: RECESSED 5 CENTIMETERS
 DP9078_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DP9078_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DP9078_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP9078+SATELLITE: SATELLITE OBSERVATIONS - August 11, 2025
 DP9078_ROD/PIPE-DEPTH: 7.6 meters
 DP9078
 DP9078  HISTORY     - Date     Condition        Report By
 DP9078  HISTORY     - 20140916 MONUMENTED       MNDT
 DP9078  HISTORY     - 20250811 GOOD             MNDT
 DP9078
 DP9078                          STATION DESCRIPTION
 DP9078
 DP9078'DESCRIBED BY MN DEPT OF TRANSP 2014
 DP9078'THE STATION IS LOCATED ABOUT 0.35 MI (0.6 KM) SOUTHEAST OF KENSINGTON.
 DP9078'TO REACH THE MARK GO 0.35 MI (0.6 KM) SOUTHEAST ALONG TRUNK HIGHWAY 55
 DP9078'FROM THE JUNCTION OF TRUNK HIGHWAY 55 AND COUNTY ROAD 1 IN KENSINGTON,
 DP9078'AT TRUNK HIGHWAY 55 MILE POINT 52.25.
 DP9078'
 DP9078'THE MARK IS LOCATED 51.8 FT (15.8 M) NORTH-NORTHEAST OF TRUNK HIGHWAY
 DP9078'55, 54.8 FT (16.7 M) WEST-NORTHWEST OF DRIVEWAY NUMBER 21201, 1.5 FT
 DP9078'(0.5 M) EAST-SOUTHEAST OF A WITNESS POST.
 DP9078'
 DP9078'NOTE - THE STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM
 DP9078'ROD DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION REMOVABLE
 DP9078'DISK SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH
 DP9078'PVC PIPE BACK FILLED WITH WASHED SAND.
 DP9078
 DP9078                          STATION RECOVERY (2025)
 DP9078
 DP9078'RECOVERY NOTE BY MN DEPT OF TRANSP 2025 (MPP)
 DP9078'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DP9079 ***********************************************************************
 DP9079  DESIGNATION -  2107 P
 DP9079  PID         -  DP9079
 DP9079  STATE/COUNTY-  MN/DOUGLAS
 DP9079  COUNTRY     -  US
 DP9079  USGS QUAD   -  KENSINGTON (2019)
 DP9079
 DP9079                         *CURRENT SURVEY CONTROL
 DP9079  ______________________________________________________________________
 DP9079* NAD 83(2011) POSITION- 45 46 51.68525(N) 095 42 14.13222(W)   ADJUSTED
 DP9079* NAD 83(2011) ELLIP HT-   369.794 (meters)        (01/07/26)   ADJUSTED
 DP9079* NAD 83(2011) EPOCH   -  2010.00
 DP9079* NAVD 88 ORTHO HEIGHT -   395.829 (meters)     1298.65  (feet) ADJUSTED
 DP9079  ______________________________________________________________________
 DP9079  GEOID HEIGHT    -        -26.045 (meters)                     GEOID18
 DP9079  NAD 83(2011) X  -   -442,877.933 (meters)                     COMP
 DP9079  NAD 83(2011) Y  - -4,433,990.710 (meters)                     COMP
 DP9079  NAD 83(2011) Z  -  4,548,571.833 (meters)                     COMP
 DP9079  LAPLACE CORR    -          1.57  (seconds)                    DEFLEC18
 DP9079  DYNAMIC HEIGHT  -        395.822 (meters)     1298.63  (feet) COMP
 DP9079  MODELED GRAVITY -    980,586.9   (mgal)                       NAVD 88
 DP9079
 DP9079  VERT ORDER      -  SECOND    CLASS I
 DP9079
 DP9079  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DP9079  Standards:
 DP9079         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DP9079            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DP9079  -------------------------------------------------------------------
 DP9079  NETWORK    0.63   1.06           0.29   0.21   0.54     -0.02179858
 DP9079  -------------------------------------------------------------------
 DP9079  Click here for local accuracies and other accuracy information.
 DP9079
 DP9079.The horizontal coordinates were established by GPS observations
 DP9079.and adjusted by the MN DEPT OF TRANSP in January 2026.
 DP9079
 DP9079.Refers to NAD 83 (2011) epoch 2010.00 coordinates where the reference 
 DP9079.frame has been affixed to the stable North American tectonic plate 
 DP9079
 DP9079.The horizontal coordinates are valid at the epoch date displayed above
 DP9079.which is a decimal equivalence of Year/Month/Day.
 DP9079
 DP9079.The orthometric height was determined by differential leveling and
 DP9079.adjusted by the NATIONAL GEODETIC SURVEY
 DP9079.in March 2016.
 DP9079
 DP9079.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP9079.GEOID18 height accuracy estimate available here.
 DP9079
 DP9079.Click photographs - Photos may exist for this station.
 DP9079
 DP9079.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DP9079
 DP9079.The Laplace correction was computed from DEFLEC18 derived deflections.
 DP9079
 DP9079.The ellipsoidal height was determined by GPS observations
 DP9079.and is referenced to NAD 83.
 DP9079
 DP9079.The dynamic height is computed by dividing the NAVD 88
 DP9079.geopotential number by the normal gravity value computed on the
 DP9079.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP9079.degrees latitude (g = 980.6199 gals.).
 DP9079
 DP9079.The modeled gravity was interpolated from observed gravity values.
 DP9079
 DP9079. The following values were computed from the NAD 83(2011) position.
 DP9079
 DP9079;                    North         East     Units Scale Factor Converg.
 DP9079;SPC MN C     -   187,845.806   686,940.584   MT  0.99996844   -1 03 06.3
 DP9079;SPC MN C     -   616,290.78  2,253,737.57   sFT  0.99996844   -1 03 06.3
 DP9079;UTM  15      - 5,073,274.065   289,806.423   MT  1.00014320   -1 56 18.8
 DP9079
 DP9079!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DP9079!SPC MN C     -   0.99994203  x   0.99996844  =   0.99991047
 DP9079!UTM  15      -   0.99994203  x   1.00014320  =   1.00008522
 DP9079
 DP9079_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTL8980673274(NAD 83)
 DP9079
 DP9079                          SUPERSEDED SURVEY CONTROL
 DP9079
 DP9079.No superseded survey control is available for this station.
 DP9079
 DP9079_MARKER: F = FLANGE-ENCASED ROD
 DP9079_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DP9079_STAMPING: 2107 P 2014
 DP9079_MARK LOGO: MNDT
 DP9079_PROJECTION: RECESSED 8 CENTIMETERS
 DP9079_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DP9079_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DP9079_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP9079+SATELLITE: SATELLITE OBSERVATIONS - August 11, 2025
 DP9079_ROD/PIPE-DEPTH: 6.1 meters
 DP9079
 DP9079  HISTORY     - Date     Condition        Report By
 DP9079  HISTORY     - 20140916 MONUMENTED       MNDT
 DP9079  HISTORY     - 20250811 GOOD             MNDT
 DP9079
 DP9079                          STATION DESCRIPTION
 DP9079
 DP9079'DESCRIBED BY MN DEPT OF TRANSP 2014
 DP9079'THE STATION IS LOCATED ABOUT 0.45 MI (0.7 KM) NORTHWEST OF KENSINGTON.
 DP9079'TO REACH THE MARK GO 0.45 MI (0.7 KM) NORTHWEST ALONG TRUNK HIGHWAY 55
 DP9079'FROM THE JUNCTION OF TRUNK HIGHWAY 55 AND COUNTY ROAD 1 IN KENSINGTON,
 DP9079'AT TRUNK HIGHWAY 55 MILE POINT 51.45.
 DP9079'
 DP9079'THE MARK IS LOCATED 67.7 FT (20.6 M) SOUTHWEST OF TRUNK HIGHWAY 55,
 DP9079'7.6 FT (2.3 M) NORTHEAST OF A FENCE LINE, 1.5 FT (0.5 M) NORTHEAST OF
 DP9079'A WITNESS POST.
 DP9079'
 DP9079'NOTE - THE STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM
 DP9079'ROD DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION REMOVABLE
 DP9079'DISK SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH
 DP9079'PVC PIPE BACK FILLED WITH WASHED SAND.
 DP9079
 DP9079                          STATION RECOVERY (2025)
 DP9079
 DP9079'RECOVERY NOTE BY MN DEPT OF TRANSP 2025 (MPP)
 DP9079'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DP9081 ***********************************************************************
 DP9081  DESIGNATION -  2107 Q
 DP9081  PID         -  DP9081
 DP9081  STATE/COUNTY-  MN/DOUGLAS
 DP9081  COUNTRY     -  US
 DP9081  USGS QUAD   -  KENSINGTON (2019)
 DP9081
 DP9081                         *CURRENT SURVEY CONTROL
 DP9081  ______________________________________________________________________
 DP9081* NAD 83(2011) POSITION- 45 47 39.48979(N) 095 43 56.51399(W)   ADJUSTED
 DP9081* NAD 83(2011) ELLIP HT-   364.384 (meters)        (01/07/26)   ADJUSTED
 DP9081* NAD 83(2011) EPOCH   -  2010.00
 DP9081* NAVD 88 ORTHO HEIGHT -   390.444 (meters)     1280.98  (feet) ADJUSTED
 DP9081  ______________________________________________________________________
 DP9081  GEOID HEIGHT    -        -26.071 (meters)                     GEOID18
 DP9081  NAD 83(2011) X  -   -444,972.691 (meters)                     COMP
 DP9081  NAD 83(2011) Y  - -4,432,713.926 (meters)                     COMP
 DP9081  NAD 83(2011) Z  -  4,549,597.207 (meters)                     COMP
 DP9081  LAPLACE CORR    -          1.63  (seconds)                    DEFLEC18
 DP9081  DYNAMIC HEIGHT  -        390.438 (meters)     1280.96  (feet) COMP
 DP9081  MODELED GRAVITY -    980,588.4   (mgal)                       NAVD 88
 DP9081
 DP9081  VERT ORDER      -  SECOND    CLASS I
 DP9081
 DP9081  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DP9081  Standards:
 DP9081         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DP9081            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DP9081  -------------------------------------------------------------------
 DP9081  NETWORK    0.54   0.96           0.25   0.18   0.49     -0.08582886
 DP9081  -------------------------------------------------------------------
 DP9081  Click here for local accuracies and other accuracy information.
 DP9081
 DP9081.The horizontal coordinates were established by GPS observations
 DP9081.and adjusted by the MN DEPT OF TRANSP in January 2026.
 DP9081
 DP9081.Refers to NAD 83 (2011) epoch 2010.00 coordinates where the reference 
 DP9081.frame has been affixed to the stable North American tectonic plate 
 DP9081
 DP9081.The horizontal coordinates are valid at the epoch date displayed above
 DP9081.which is a decimal equivalence of Year/Month/Day.
 DP9081
 DP9081.The orthometric height was determined by differential leveling and
 DP9081.adjusted by the NATIONAL GEODETIC SURVEY
 DP9081.in March 2016.
 DP9081
 DP9081.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP9081.GEOID18 height accuracy estimate available here.
 DP9081
 DP9081.Click photographs - Photos may exist for this station.
 DP9081
 DP9081.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DP9081
 DP9081.The Laplace correction was computed from DEFLEC18 derived deflections.
 DP9081
 DP9081.The ellipsoidal height was determined by GPS observations
 DP9081.and is referenced to NAD 83.
 DP9081
 DP9081.The dynamic height is computed by dividing the NAVD 88
 DP9081.geopotential number by the normal gravity value computed on the
 DP9081.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP9081.degrees latitude (g = 980.6199 gals.).
 DP9081
 DP9081.The modeled gravity was interpolated from observed gravity values.
 DP9081
 DP9081. The following values were computed from the NAD 83(2011) position.
 DP9081
 DP9081;                    North         East     Units Scale Factor Converg.
 DP9081;SPC MN C     -   189,362.419   684,756.971   MT  0.99996625   -1 04 20.4
 DP9081;SPC MN C     -   621,266.54  2,246,573.50   sFT  0.99996625   -1 04 20.4
 DP9081;UTM  15      - 5,074,824.579   287,646.156   MT  1.00015442   -1 57 33.8
 DP9081
 DP9081!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DP9081!SPC MN C     -   0.99994288  x   0.99996625  =   0.99990913
 DP9081!UTM  15      -   0.99994288  x   1.00015442  =   1.00009729
 DP9081
 DP9081_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTL8764674824(NAD 83)
 DP9081
 DP9081                          SUPERSEDED SURVEY CONTROL
 DP9081
 DP9081.No superseded survey control is available for this station.
 DP9081
 DP9081_MARKER: F = FLANGE-ENCASED ROD
 DP9081_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DP9081_STAMPING: 2107 Q 2014
 DP9081_MARK LOGO: MNDT
 DP9081_PROJECTION: RECESSED 5 CENTIMETERS
 DP9081_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DP9081_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DP9081_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP9081+SATELLITE: SATELLITE OBSERVATIONS - August 11, 2025
 DP9081_ROD/PIPE-DEPTH: 9.1 meters
 DP9081
 DP9081  HISTORY     - Date     Condition        Report By
 DP9081  HISTORY     - 20140916 MONUMENTED       MNDT
 DP9081  HISTORY     - 20250811 GOOD             MNDT
 DP9081
 DP9081                          STATION DESCRIPTION
 DP9081
 DP9081'DESCRIBED BY MN DEPT OF TRANSP 2014
 DP9081'THE STATION IS LOCATED ABOUT 4.05 MI (6.5 KM) SOUTHEAST OF HOFFMAN.
 DP9081'
 DP9081'TO REACH THE MARK GO 4.05 MI (6.5 KM) SOUTHEAST ALONG TRUNK HIGHWAY 55
 DP9081'FROM THE JUNCTION OF TRUNK HIGHWAY 55 AND TRUNK HIGHWAY 27 IN HOFFMAN,
 DP9081'AT TRUNK HIGHWAY 55 MILE POINT 49.75.
 DP9081'
 DP9081'THE MARK IS LOCATED 71.1 FT (21.7 M) SOUTHWEST OF TRUNK HIGHWAY 55,
 DP9081'43.8 FT (13.4 M) EAST OF ROLAND LAKE ROAD, 3.5 FT (1.1 M) NORTHEAST OF
 DP9081'A FENCE CORNER, 1.5 FT (0.5 M) NORTHEAST OF A WITNESS POST.
 DP9081'
 DP9081'NOTE - THE STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM
 DP9081'ROD DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION REMOVABLE
 DP9081'DISK SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH
 DP9081'PVC PIPE BACK FILLED WITH WASHED SAND.
 DP9081
 DP9081                          STATION RECOVERY (2025)
 DP9081
 DP9081'RECOVERY NOTE BY MN DEPT OF TRANSP 2025 (MPP)
 DP9081'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DP9082 ***********************************************************************
 DP9082  DESIGNATION -  2107 R
 DP9082  PID         -  DP9082
 DP9082  STATE/COUNTY-  MN/GRANT
 DP9082  COUNTRY     -  US
 DP9082  USGS QUAD   -  HOFFMAN (2019)
 DP9082
 DP9082                         *CURRENT SURVEY CONTROL
 DP9082  ______________________________________________________________________
 DP9082* NAD 83(2011) POSITION- 45 49 33.29111(N) 095 47 25.16234(W)   ADJUSTED
 DP9082* NAD 83(2011) ELLIP HT-   350.265 (meters)        (01/07/26)   ADJUSTED
 DP9082* NAD 83(2011) EPOCH   -  2010.00
 DP9082* NAVD 88 ORTHO HEIGHT -   376.393 (meters)     1234.88  (feet) ADJUSTED
 DP9082  ______________________________________________________________________
 DP9082  GEOID HEIGHT    -        -26.135 (meters)                     GEOID18
 DP9082  NAD 83(2011) X  -   -449,201.222 (meters)                     COMP
 DP9082  NAD 83(2011) Y  - -4,429,745.139 (meters)                     COMP
 DP9082  NAD 83(2011) Z  -  4,552,036.294 (meters)                     COMP
 DP9082  LAPLACE CORR    -          1.51  (seconds)                    DEFLEC18
 DP9082  DYNAMIC HEIGHT  -        376.389 (meters)     1234.87  (feet) COMP
 DP9082  MODELED GRAVITY -    980,592.5   (mgal)                       NAVD 88
 DP9082
 DP9082  VERT ORDER      -  SECOND    CLASS I
 DP9082
 DP9082  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DP9082  Standards:
 DP9082         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DP9082            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DP9082  -------------------------------------------------------------------
 DP9082  NETWORK    0.47   0.82           0.22   0.15   0.42     -0.07742530
 DP9082  -------------------------------------------------------------------
 DP9082  Click here for local accuracies and other accuracy information.
 DP9082
 DP9082.The horizontal coordinates were established by GPS observations
 DP9082.and adjusted by the MN DEPT OF TRANSP in January 2026.
 DP9082
 DP9082.Refers to NAD 83 (2011) epoch 2010.00 coordinates where the reference 
 DP9082.frame has been affixed to the stable North American tectonic plate 
 DP9082
 DP9082.The horizontal coordinates are valid at the epoch date displayed above
 DP9082.which is a decimal equivalence of Year/Month/Day.
 DP9082
 DP9082.The orthometric height was determined by differential leveling and
 DP9082.adjusted by the NATIONAL GEODETIC SURVEY
 DP9082.in March 2016.
 DP9082
 DP9082.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP9082.GEOID18 height accuracy estimate available here.
 DP9082
 DP9082.Click photographs - Photos may exist for this station.
 DP9082
 DP9082.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DP9082
 DP9082.The Laplace correction was computed from DEFLEC18 derived deflections.
 DP9082
 DP9082.The ellipsoidal height was determined by GPS observations
 DP9082.and is referenced to NAD 83.
 DP9082
 DP9082.The dynamic height is computed by dividing the NAVD 88
 DP9082.geopotential number by the normal gravity value computed on the
 DP9082.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP9082.degrees latitude (g = 980.6199 gals.).
 DP9082
 DP9082.The modeled gravity was interpolated from observed gravity values.
 DP9082
 DP9082. The following values were computed from the NAD 83(2011) position.
 DP9082
 DP9082;                    North         East     Units Scale Factor Converg.
 DP9082;SPC MN C     -   192,961.145   680,320.050   MT  0.99996123   -1 06 51.3
 DP9082;SPC MN C     -   633,073.36  2,232,016.70   sFT  0.99996123   -1 06 51.3
 DP9082;UTM  15      - 5,078,492.334   283,264.619   MT  1.00017753   -2 00 07.4
 DP9082
 DP9082!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DP9082!SPC MN C     -   0.99994509  x   0.99996123  =   0.99990632
 DP9082!UTM  15      -   0.99994509  x   1.00017753  =   1.00012261
 DP9082
 DP9082_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTL8326478492(NAD 83)
 DP9082
 DP9082                          SUPERSEDED SURVEY CONTROL
 DP9082
 DP9082.No superseded survey control is available for this station.
 DP9082
 DP9082_MARKER: I = METAL ROD
 DP9082_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DP9082_STAMPING: 2107 R 2014
 DP9082_MARK LOGO: MNDT
 DP9082_PROJECTION: RECESSED 5 CENTIMETERS
 DP9082_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DP9082_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DP9082_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP9082+SATELLITE: SATELLITE OBSERVATIONS - August 11, 2025
 DP9082_ROD/PIPE-DEPTH: 10.7 meters
 DP9082
 DP9082  HISTORY     - Date     Condition        Report By
 DP9082  HISTORY     - 20140916 MONUMENTED       MNDT
 DP9082  HISTORY     - 20210622 GOOD             MNDT
 DP9082  HISTORY     - 20250811 GOOD             MNDT
 DP9082
 DP9082                          STATION DESCRIPTION
 DP9082
 DP9082'DESCRIBED BY MN DEPT OF TRANSP 2014
 DP9082'THE STATION IS LOCATED ABOUT IN HOFFMAN.
 DP9082'
 DP9082'TO REACH THE MARK GO 0.55 MI (0.9 KM) SOUTHEAST ALONG TRUNK HIGHWAY 55
 DP9082'FROM THE JUNCTION OF TRUNK HIGHWAY 55 AND TRUNK HIGHWAY 27 IN HOFFMAN,
 DP9082'AT TRUNK HIGHWAY 55 MILE POINT 46.25.
 DP9082'
 DP9082'THE MARK IS LOCATED 65.9 FT (20.1 M) SOUTHWEST OF TRUNK HIGHWAY 55,
 DP9082'47.6 FT (14.5 M) SOUTHEAST OF A FIELD ENTRANCE, 1.5 FT (0.5 M)
 DP9082'NORTHEAST OF A WITNESS POST.
 DP9082'
 DP9082'NOTE - THE STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM
 DP9082'ROD DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION REMOVABLE
 DP9082'DISK SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH
 DP9082'PVC PIPE BACK FILLED WITH WASHED SAND.
 DP9082
 DP9082                          STATION RECOVERY (2021)
 DP9082
 DP9082'RECOVERY NOTE BY MN DEPT OF TRANSP 2021 (TJD)
 DP9082'RECOVERED IN GOOD CONDITION.
 DP9082
 DP9082                          STATION RECOVERY (2025)
 DP9082
 DP9082'RECOVERY NOTE BY MN DEPT OF TRANSP 2025 (MPP)
 DP9082'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DO7782 ***********************************************************************
 DO7782  DESIGNATION -  2108 A
 DO7782  PID         -  DO7782
 DO7782  STATE/COUNTY-  MN/DOUGLAS
 DO7782  COUNTRY     -  US
 DO7782  USGS QUAD   -  ASHBY (2019)
 DO7782
 DO7782                         *CURRENT SURVEY CONTROL
 DO7782  ______________________________________________________________________
 DO7782* NAD 83(2011) POSITION- 46 05 58.66494(N) 095 46 10.65628(W)   ADJUSTED
 DO7782* NAD 83(2011) ELLIP HT-   361.302 (meters)        (02/26/15)   ADJUSTED
 DO7782* NAD 83(2011) EPOCH   -  2010.00
 DO7782* NAVD 88 ORTHO HEIGHT -   387.807 (meters)     1272.33  (feet) ADJUSTED
 DO7782  ______________________________________________________________________
 DO7782  GEOID HEIGHT    -        -26.501 (meters)                     GEOID18
 DO7782  NAD 83(2011) X  -   -445,403.068 (meters)                     COMP
 DO7782  NAD 83(2011) Y  - -4,408,153.188 (meters)                     COMP
 DO7782  NAD 83(2011) Z  -  4,573,193.599 (meters)                     COMP
 DO7782  LAPLACE CORR    -          0.46  (seconds)                    DEFLEC18
 DO7782  DYNAMIC HEIGHT  -        387.808 (meters)     1272.33  (feet) COMP
 DO7782  MODELED GRAVITY -    980,606.0   (mgal)                       NAVD 88
 DO7782
 DO7782  VERT ORDER      -  SECOND    CLASS I
 DO7782
 DO7782  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DO7782  Standards:
 DO7782         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DO7782            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DO7782  -------------------------------------------------------------------
 DO7782  NETWORK    0.44   0.63           0.20   0.15   0.32     -0.07286581
 DO7782  -------------------------------------------------------------------
 DO7782  Click here for local accuracies and other accuracy information.
 DO7782
 DO7782.The horizontal coordinates were established by GPS observations
 DO7782.and adjusted by the MN DEPT OF TRANSP in February 2015.
 DO7782
 DO7782.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DO7782.been affixed to the stable North American tectonic plate. See 
 DO7782.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DO7782
 DO7782.The horizontal coordinates are valid at the epoch date displayed above
 DO7782.which is a decimal equivalence of Year/Month/Day.
 DO7782
 DO7782.The orthometric height was determined by differential leveling and
 DO7782.adjusted by the NATIONAL GEODETIC SURVEY
 DO7782.in October 2013.
 DO7782
 DO7782.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO7782.GEOID18 height accuracy estimate available here.
 DO7782
 DO7782.Click photographs - Photos may exist for this station.
 DO7782
 DO7782.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DO7782
 DO7782.The Laplace correction was computed from DEFLEC18 derived deflections.
 DO7782
 DO7782.The ellipsoidal height was determined by GPS observations
 DO7782.and is referenced to NAD 83.
 DO7782
 DO7782.The dynamic height is computed by dividing the NAVD 88
 DO7782.geopotential number by the normal gravity value computed on the
 DO7782.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO7782.degrees latitude (g = 980.6199 gals.).
 DO7782
 DO7782.The modeled gravity was interpolated from observed gravity values.
 DO7782
 DO7782. The following values were computed from the NAD 83(2011) position.
 DO7782
 DO7782;                    North         East     Units Scale Factor Converg.
 DO7782;SPC MN C     -   223,346.357   682,511.539   MT  0.99993041   -1 05 57.4
 DO7782;SPC MN C     -   732,762.17  2,239,206.61   sFT  0.99993041   -1 05 57.4
 DO7782;UTM  15      - 5,108,846.599   285,929.730   MT  1.00016338   -1 59 47.0
 DO7782
 DO7782!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DO7782!SPC MN C     -   0.99994336  x   0.99993041  =   0.99987378
 DO7782!UTM  15      -   0.99994336  x   1.00016338  =   1.00010673
 DO7782
 DO7782_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTM8592908846(NAD 83)
 DO7782
 DO7782                          SUPERSEDED SURVEY CONTROL
 DO7782
 DO7782.No superseded survey control is available for this station.
 DO7782
 DO7782_MARKER: I = METAL ROD
 DO7782_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DO7782_STAMPING: 2108 A 2009
 DO7782_MARK LOGO: MNDT
 DO7782_PROJECTION: RECESSED 5 CENTIMETERS
 DO7782_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DO7782_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DO7782_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DO7782+SATELLITE: SATELLITE OBSERVATIONS - January 16, 2024
 DO7782_ROD/PIPE-DEPTH: 21.3 meters
 DO7782
 DO7782  HISTORY     - Date     Condition        Report By
 DO7782  HISTORY     - 20090804 MONUMENTED       MNDT
 DO7782  HISTORY     - 20110824 GOOD             MNDT
 DO7782  HISTORY     - 20191203 GOOD             MNDT
 DO7782  HISTORY     - 20240116 GOOD             MNDT
 DO7782
 DO7782                          STATION DESCRIPTION
 DO7782
 DO7782'DESCRIBED BY MN DEPT OF TRANSP 2009 (KMS)
 DO7782'THE MARK IS 3.0 MILES NORTHWEST OF MELBY, 3.2 MILES WEST-SOUTHWEST
 DO7782'ALONG TRUNK HIGHWAY 78 FROM JUNCTION OF TRUNK HIGHWAY 78 AND COUNTY
 DO7782'ROAD 64 IN MELBY, AT TRUNK HIGHWAY 78 MILEPOINT 6.90, 58.5 FEET
 DO7782'NORTHWEST OF TRUNK HIGHWAY 78, 34.6 FEET EAST OF 100TH AVENUE, 4.7
 DO7782'FEET NORTHEAST CABLE BOX, 4.6 FEET NORTHEAST OF WITNESS POST.
 DO7782
 DO7782                          STATION RECOVERY (2011)
 DO7782
 DO7782'RECOVERY NOTE BY MN DEPT OF TRANSP 2011 (SXK)
 DO7782'RECOVERED AS DESCRIBED.
 DO7782
 DO7782                          STATION RECOVERY (2019)
 DO7782
 DO7782'RECOVERY NOTE BY MN DEPT OF TRANSP 2019 (DAS)
 DO7782'RECOVERED IN GOOD CONDITION.
 DO7782
 DO7782                          STATION RECOVERY (2024)
 DO7782
 DO7782'RECOVERY NOTE BY MN DEPT OF TRANSP 2024 (JMH)
 DO7782'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DO7779 ***********************************************************************
 DO7779  DESIGNATION -  2108 B
 DO7779  PID         -  DO7779
 DO7779  STATE/COUNTY-  MN/DOUGLAS
 DO7779  COUNTRY     -  US
 DO7779  USGS QUAD   -  EVANSVILLE (2019)
 DO7779
 DO7779                         *CURRENT SURVEY CONTROL
 DO7779  ______________________________________________________________________
 DO7779* NAD 83(2011) POSITION- 46 06 22.56727(N) 095 44 05.54724(W)   ADJUSTED
 DO7779* NAD 83(2011) ELLIP HT-   345.980 (meters)        (02/26/15)   ADJUSTED
 DO7779* NAD 83(2011) EPOCH   -  2010.00
 DO7779* NAVD 88 ORTHO HEIGHT -   372.483 (meters)     1222.05  (feet) ADJUSTED
 DO7779  ______________________________________________________________________
 DO7779  GEOID HEIGHT    -        -26.494 (meters)                     GEOID18
 DO7779  NAD 83(2011) X  -   -442,675.035 (meters)                     COMP
 DO7779  NAD 83(2011) Y  - -4,407,882.799 (meters)                     COMP
 DO7779  NAD 83(2011) Z  -  4,573,694.294 (meters)                     COMP
 DO7779  LAPLACE CORR    -          1.26  (seconds)                    DEFLEC18
 DO7779  DYNAMIC HEIGHT  -        372.484 (meters)     1222.06  (feet) COMP
 DO7779  MODELED GRAVITY -    980,606.2   (mgal)                       NAVD 88
 DO7779
 DO7779  VERT ORDER      -  SECOND    CLASS I
 DO7779
 DO7779  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DO7779  Standards:
 DO7779         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DO7779            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DO7779  -------------------------------------------------------------------
 DO7779  NETWORK    0.52   0.71           0.24   0.18   0.36     -0.03593864
 DO7779  -------------------------------------------------------------------
 DO7779  Click here for local accuracies and other accuracy information.
 DO7779
 DO7779.The horizontal coordinates were established by GPS observations
 DO7779.and adjusted by the MN DEPT OF TRANSP in February 2015.
 DO7779
 DO7779.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DO7779.been affixed to the stable North American tectonic plate. See 
 DO7779.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DO7779
 DO7779.The horizontal coordinates are valid at the epoch date displayed above
 DO7779.which is a decimal equivalence of Year/Month/Day.
 DO7779
 DO7779.The orthometric height was determined by differential leveling and
 DO7779.adjusted by the NATIONAL GEODETIC SURVEY
 DO7779.in October 2013.
 DO7779
 DO7779.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO7779.GEOID18 height accuracy estimate available here.
 DO7779
 DO7779.Click photographs - Photos may exist for this station.
 DO7779
 DO7779.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DO7779
 DO7779.The Laplace correction was computed from DEFLEC18 derived deflections.
 DO7779
 DO7779.The ellipsoidal height was determined by GPS observations
 DO7779.and is referenced to NAD 83.
 DO7779
 DO7779.The dynamic height is computed by dividing the NAVD 88
 DO7779.geopotential number by the normal gravity value computed on the
 DO7779.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO7779.degrees latitude (g = 980.6199 gals.).
 DO7779
 DO7779.The modeled gravity was interpolated from observed gravity values.
 DO7779
 DO7779. The following values were computed from the NAD 83(2011) position.
 DO7779
 DO7779;                    North         East     Units Scale Factor Converg.
 DO7779;SPC MN C     -   224,033.221   685,211.911   MT  0.99992995   -1 04 26.9
 DO7779;SPC MN C     -   735,015.66  2,248,066.08   sFT  0.99992995   -1 04 26.9
 DO7779;UTM  15      - 5,109,491.238   288,641.139   MT  1.00014919   -1 58 17.6
 DO7779
 DO7779!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DO7779!SPC MN C     -   0.99994576  x   0.99992995  =   0.99987572
 DO7779!UTM  15      -   0.99994576  x   1.00014919  =   1.00009495
 DO7779
 DO7779_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTM8864109491(NAD 83)
 DO7779
 DO7779                          SUPERSEDED SURVEY CONTROL
 DO7779
 DO7779.No superseded survey control is available for this station.
 DO7779
 DO7779_MARKER: I = METAL ROD
 DO7779_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DO7779_STAMPING: 2108 B 2009
 DO7779_MARK LOGO: MNDT
 DO7779_PROJECTION: RECESSED 3 CENTIMETERS
 DO7779_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DO7779_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DO7779_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DO7779+SATELLITE: SATELLITE OBSERVATIONS - January 16, 2024
 DO7779_ROD/PIPE-DEPTH: 4.6 meters
 DO7779
 DO7779  HISTORY     - Date     Condition        Report By
 DO7779  HISTORY     - 20090804 MONUMENTED       MNDT
 DO7779  HISTORY     - 20110824 GOOD             MNDT
 DO7779  HISTORY     - 20210615 GOOD             MNDT
 DO7779  HISTORY     - 20240116 GOOD             MNDT
 DO7779
 DO7779                          STATION DESCRIPTION
 DO7779
 DO7779'DESCRIBED BY MN DEPT OF TRANSP 2009 (KMS)
 DO7779'THE MARK IS 2.9 MILES NORTHEAST OF MELBY, 1.35 MILES WEST-SOUTHWEST
 DO7779'ALONG TRUNK HIGHWAY 78 FROM JUNCTION OF TRUNK HIGHWAY 78 AND COUNTY
 DO7779'ROAD 64 IN MELBY, AT TRUNK HIGHWAY 78 MILEPOINT 88.75, 67.0 FEET SOUTH
 DO7779'OF TRUNK HIGHWAY 78, 1.5 FEET NORTH OF WITNESS POST.
 DO7779
 DO7779                          STATION RECOVERY (2011)
 DO7779
 DO7779'RECOVERY NOTE BY MN DEPT OF TRANSP 2011 (TXM)
 DO7779'RECOVERED AS DESCRIBED.
 DO7779
 DO7779                          STATION RECOVERY (2021)
 DO7779
 DO7779'RECOVERY NOTE BY MN DEPT OF TRANSP 2021 (TJD)
 DO7779'RECOVERED IN GOOD CONDITION.
 DO7779
 DO7779                          STATION RECOVERY (2024)
 DO7779
 DO7779'RECOVERY NOTE BY MN DEPT OF TRANSP 2024 (JMH)
 DO7779'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 AI2112 ***********************************************************************
 AI2112  DESIGNATION -  2109 B
 AI2112  PID         -  AI2112
 AI2112  STATE/COUNTY-  MN/DOUGLAS
 AI2112  COUNTRY     -  US
 AI2112  USGS QUAD   -  ERDAHL (2019)
 AI2112
 AI2112                         *CURRENT SURVEY CONTROL
 AI2112  ______________________________________________________________________
 AI2112* NAD 83(2011) POSITION- 45 59 31.51881(N) 095 45 13.33895(W)   ADJUSTED
 AI2112* NAD 83(2011) ELLIP HT-   373.802 (meters)        (02/26/15)   ADJUSTED
 AI2112* NAD 83(2011) EPOCH   -  2010.00
 AI2112* NAVD 88 ORTHO HEIGHT -   400.176 (meters)     1312.91  (feet) ADJUSTED
 AI2112  ______________________________________________________________________
 AI2112  GEOID HEIGHT    -        -26.363 (meters)                     GEOID18
 AI2112  NAD 83(2011) X  -   -445,041.713 (meters)                     COMP
 AI2112  NAD 83(2011) Y  - -4,416,847.742 (meters)                     COMP
 AI2112  NAD 83(2011) Z  -  4,564,905.493 (meters)                     COMP
 AI2112  LAPLACE CORR    -          1.20  (seconds)                    DEFLEC18
 AI2112  DYNAMIC HEIGHT  -        400.170 (meters)     1312.89  (feet) COMP
 AI2112  MODELED GRAVITY -    980,587.2   (mgal)                       NAVD 88
 AI2112
 AI2112  VERT ORDER      -  SECOND    CLASS I
 AI2112
 AI2112  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AI2112  Standards:
 AI2112         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AI2112            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AI2112  -------------------------------------------------------------------
 AI2112  NETWORK    0.77   0.57           0.35   0.26   0.29      0.21289976
 AI2112  -------------------------------------------------------------------
 AI2112  Click here for local accuracies and other accuracy information.
 AI2112
 AI2112.The horizontal coordinates were established by GPS observations
 AI2112.and adjusted by the MN DEPT OF TRANSP in February 2015.
 AI2112
 AI2112.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AI2112.been affixed to the stable North American tectonic plate. See 
 AI2112.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AI2112
 AI2112.The horizontal coordinates are valid at the epoch date displayed above
 AI2112.which is a decimal equivalence of Year/Month/Day.
 AI2112
 AI2112.The orthometric height was determined by differential leveling and
 AI2112.adjusted by the NATIONAL GEODETIC SURVEY
 AI2112.in March 2020.
 AI2112
 AI2112.Significant digits in the geoid height do not necessarily reflect accuracy.
 AI2112.GEOID18 height accuracy estimate available here.
 AI2112
 AI2112.Click photographs - Photos may exist for this station.
 AI2112
 AI2112.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AI2112
 AI2112.The Laplace correction was computed from DEFLEC18 derived deflections.
 AI2112
 AI2112.The ellipsoidal height was determined by GPS observations
 AI2112.and is referenced to NAD 83.
 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. The following values were computed from the NAD 83(2011) position.
 AI2112
 AI2112;                    North         East     Units Scale Factor Converg.
 AI2112;SPC MN C     -   211,372.421   683,515.437   MT  0.99993983   -1 05 15.9
 AI2112;SPC MN C     -   693,477.68  2,242,500.23   sFT  0.99993983   -1 05 15.9
 AI2112;UTM  15      - 5,096,855.724   286,746.585   MT  1.00015910   -1 58 52.8
 AI2112
 AI2112!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI2112!SPC MN C     -   0.99994140  x   0.99993983  =   0.99988124
 AI2112!UTM  15      -   0.99994140  x   1.00015910  =   1.00010049
 AI2112
 AI2112:                Primary Azimuth Mark                     Grid Az
 AI2112:SPC MN C     -  2109 C                                   050 42 06.4
 AI2112:UTM  15      -  2109 C                                   051 35 43.3
 AI2112
 AI2112_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTL8674696855(NAD 83)
 AI2112
 AI2112|---------------------------------------------------------------------|
 AI2112| PID    Reference Object                     Distance      Geod. Az  |
 AI2112|                                                           dddmmss.s |
 AI2112| AI2113 2109 C                              APPROX. 1.1 KM 0493650.5 |
 AI2112|---------------------------------------------------------------------|
 AI2112
 AI2112                          SUPERSEDED SURVEY CONTROL
 AI2112
 AI2112  NAVD 88 (08/09/00)  400.177  (m)         1312.91   (f) SUPERSEDED  2 1
 AI2112
 AI2112.Superseded values are not recommended for survey control.
 AI2112
 AI2112.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI2112.See file dsdata.pdf to determine how the superseded data were derived.
 AI2112
 AI2112_MARKER: DD = SURVEY DISK
 AI2112_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 AI2112_STAMPING: 2109 B 1995
 AI2112_MARK LOGO: MNDT
 AI2112_PROJECTION: FLUSH
 AI2112_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AI2112_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AI2112_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI2112+SATELLITE: SATELLITE OBSERVATIONS - June 30, 2015
 AI2112_ROD/PIPE-DEPTH: 7.6 meters
 AI2112
 AI2112  HISTORY     - Date     Condition        Report By
 AI2112  HISTORY     - 19950207 MONUMENTED       MNDT
 AI2112  HISTORY     - 20090715 GOOD             MNDT
 AI2112  HISTORY     - 20110817 GOOD             MNDT
 AI2112  HISTORY     - 20150630 GOOD             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.
 AI2112
 AI2112                          STATION RECOVERY (2009)
 AI2112
 AI2112'RECOVERY NOTE BY MN DEPT OF TRANSP 2009 (KMS)
 AI2112'RECOVERED IN GOOD CONDITION.
 AI2112
 AI2112                          STATION RECOVERY (2011)
 AI2112
 AI2112'RECOVERY NOTE BY MN DEPT OF TRANSP 2011 (JXM)
 AI2112'RECOVERED AS DESCRIBED.
 AI2112
 AI2112                          STATION RECOVERY (2015)
 AI2112
 AI2112'RECOVERY NOTE BY MN DEPT OF TRANSP 2015 (JMH)
 AI2112'3.2 MI (5.1 KM) WEST OF EVANSVILLE, 1.3 MI (2.1 KM) WEST ALONG TRUNK
 AI2112'HIGHWAY 79  FROM THE JUNCTION OF TRUNK HIGHWAY 79 AND INTERSTATE
 AI2112'HIGHWAY 94 (JUNCTION IS 2.0 MI (3.2 KM) WEST OF EVANSVILLE), AT TRUNK
 AI2112'HIGHWAY 79 MILE POINT 10.85, 75.5 FT (23.0 M) SOUTH-SOUTHEAST OF TRUNK
 AI2112'HIGHWAY 79, 11.3 FT (3.4 M) WEST OF POWER POLE, 4.0 FT (1.2 M) EAST OF
 AI2112'A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 AI2113 ***********************************************************************
 AI2113  DESIGNATION -  2109 C
 AI2113  PID         -  AI2113
 AI2113  STATE/COUNTY-  MN/DOUGLAS
 AI2113  COUNTRY     -  US
 AI2113  USGS QUAD   -  QUAM LAKE (2019)
 AI2113
 AI2113                         *CURRENT SURVEY CONTROL
 AI2113  ______________________________________________________________________
 AI2113* NAD 83(2011) POSITION- 45 59 55.37323(N) 095 44 33.09834(W)   ADJUSTED
 AI2113* NAD 83(2011) ELLIP HT-   384.798 (meters)        (02/26/15)   ADJUSTED
 AI2113* NAD 83(2011) EPOCH   -  2010.00
 AI2113* NAVD 88 ORTHO HEIGHT -   411.169 (meters)     1348.98  (feet) ADJUSTED
 AI2113  ______________________________________________________________________
 AI2113  GEOID HEIGHT    -        -26.367 (meters)                     GEOID18
 AI2113  NAD 83(2011) X  -   -444,127.767 (meters)                     COMP
 AI2113  NAD 83(2011) Y  - -4,416,414.947 (meters)                     COMP
 AI2113  NAD 83(2011) Z  -  4,565,425.100 (meters)                     COMP
 AI2113  LAPLACE CORR    -          1.22  (seconds)                    DEFLEC18
 AI2113  DYNAMIC HEIGHT  -        411.163 (meters)     1348.96  (feet) COMP
 AI2113  MODELED GRAVITY -    980,588.3   (mgal)                       NAVD 88
 AI2113
 AI2113  VERT ORDER      -  SECOND    CLASS I
 AI2113
 AI2113  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AI2113  Standards:
 AI2113         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AI2113            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AI2113  -------------------------------------------------------------------
 AI2113  NETWORK    0.56   0.51           0.24   0.22   0.26      0.13936546
 AI2113  -------------------------------------------------------------------
 AI2113  Click here for local accuracies and other accuracy information.
 AI2113
 AI2113.The horizontal coordinates were established by GPS observations
 AI2113.and adjusted by the MN DEPT OF TRANSP in February 2015.
 AI2113
 AI2113.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AI2113.been affixed to the stable North American tectonic plate. See 
 AI2113.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AI2113
 AI2113.The horizontal coordinates are valid at the epoch date displayed above
 AI2113.which is a decimal equivalence of Year/Month/Day.
 AI2113
 AI2113.The orthometric height was determined by differential leveling and
 AI2113.adjusted by the NATIONAL GEODETIC SURVEY
 AI2113.in August 2000.
 AI2113
 AI2113.Significant digits in the geoid height do not necessarily reflect accuracy.
 AI2113.GEOID18 height accuracy estimate available here.
 AI2113
 AI2113.Click photographs - Photos may exist for this station.
 AI2113
 AI2113.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AI2113
 AI2113.The Laplace correction was computed from DEFLEC18 derived deflections.
 AI2113
 AI2113.The ellipsoidal height was determined by GPS observations
 AI2113.and is referenced to NAD 83.
 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. The following values were computed from the NAD 83(2011) position.
 AI2113
 AI2113;                    North         East     Units Scale Factor Converg.
 AI2113;SPC MN C     -   212,092.381   684,395.111   MT  0.99993915   -1 04 46.8
 AI2113;SPC MN C     -   695,839.75  2,245,386.29   sFT  0.99993915   -1 04 46.8
 AI2113;UTM  15      - 5,097,562.030   287,637.576   MT  1.00015444   -1 58 24.6
 AI2113
 AI2113!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI2113!SPC MN C     -   0.99993968  x   0.99993915  =   0.99987883
 AI2113!UTM  15      -   0.99993968  x   1.00015444  =   1.00009411
 AI2113
 AI2113:                Primary Azimuth Mark                     Grid Az
 AI2113:SPC MN C     -  2109 B                                   230 42 06.2
 AI2113:UTM  15      -  2109 B                                   231 35 44.0
 AI2113
 AI2113_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTL8763797562(NAD 83)
 AI2113
 AI2113|---------------------------------------------------------------------|
 AI2113| PID    Reference Object                     Distance      Geod. Az  |
 AI2113|                                                           dddmmss.s |
 AI2113| AI2112 2109 B                              APPROX. 1.1 KM 2293719.4 |
 AI2113|---------------------------------------------------------------------|
 AI2113
 AI2113                          SUPERSEDED SURVEY CONTROL
 AI2113
 AI2113.No superseded survey control is available for this station.
 AI2113
 AI2113_MARKER: DD = SURVEY DISK
 AI2113_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 AI2113_STAMPING: 2109 C 1995
 AI2113_MARK LOGO: MNDT
 AI2113_PROJECTION: FLUSH
 AI2113_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AI2113_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AI2113_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI2113+SATELLITE: SATELLITE OBSERVATIONS - June 15, 2021
 AI2113_ROD/PIPE-DEPTH: 7.6 meters
 AI2113
 AI2113  HISTORY     - Date     Condition        Report By
 AI2113  HISTORY     - 19950207 MONUMENTED       MNDT
 AI2113  HISTORY     - 20090715 GOOD             MNDT
 AI2113  HISTORY     - 20110818 GOOD             MNDT
 AI2113  HISTORY     - 20150630 GOOD             MNDT
 AI2113  HISTORY     - 20210615 GOOD             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.
 AI2113
 AI2113                          STATION RECOVERY (2009)
 AI2113
 AI2113'RECOVERY NOTE BY MN DEPT OF TRANSP 2009 (KMS)
 AI2113'RECOVERED IN GOOD CONDITION.
 AI2113
 AI2113                          STATION RECOVERY (2011)
 AI2113
 AI2113'RECOVERY NOTE BY MN DEPT OF TRANSP 2011 (BXJ)
 AI2113'RECOVERED AS DESCRIBED.
 AI2113
 AI2113                          STATION RECOVERY (2015)
 AI2113
 AI2113'RECOVERY NOTE BY MN DEPT OF TRANSP 2015 (MAS)
 AI2113'RECOVERED AS DESCRIBED.
 AI2113
 AI2113                          STATION RECOVERY (2021)
 AI2113
 AI2113'RECOVERY NOTE BY MN DEPT OF TRANSP 2021 (TJD)
 AI2113'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DP6459 ***********************************************************************
 DP6459  DESIGNATION -  2110 A
 DP6459  PID         -  DP6459
 DP6459  STATE/COUNTY-  MN/DOUGLAS
 DP6459  COUNTRY     -  US
 DP6459  USGS QUAD   -  LAKE MARY (2019)
 DP6459
 DP6459                         *CURRENT SURVEY CONTROL
 DP6459  ______________________________________________________________________
 DP6459* NAD 83(2011) POSITION- 45 49 24.13880(N) 095 29 45.71685(W)   ADJUSTED
 DP6459* NAD 83(2011) ELLIP HT-   397.414 (meters)        (02/26/15)   ADJUSTED
 DP6459* NAD 83(2011) EPOCH   -  2010.00
 DP6459* NAVD 88 ORTHO HEIGHT -   423.453 (meters)     1389.28  (feet) ADJUSTED
 DP6459  ______________________________________________________________________
 DP6459  GEOID HEIGHT    -        -26.036 (meters)                     GEOID18
 DP6459  NAD 83(2011) X  -   -426,465.293 (meters)                     COMP
 DP6459  NAD 83(2011) Y  - -4,432,228.394 (meters)                     COMP
 DP6459  NAD 83(2011) Z  -  4,551,873.186 (meters)                     COMP
 DP6459  LAPLACE CORR    -         -0.38  (seconds)                    DEFLEC18
 DP6459  DYNAMIC HEIGHT  -        423.447 (meters)     1389.26  (feet) COMP
 DP6459  MODELED GRAVITY -    980,588.1   (mgal)                       NAVD 88
 DP6459
 DP6459  VERT ORDER      -  SECOND    CLASS I
 DP6459
 DP6459  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DP6459  Standards:
 DP6459         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DP6459            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DP6459  -------------------------------------------------------------------
 DP6459  NETWORK    0.39   0.55           0.18   0.13   0.28     -0.04127492
 DP6459  -------------------------------------------------------------------
 DP6459  Click here for local accuracies and other accuracy information.
 DP6459
 DP6459.The horizontal coordinates were established by GPS observations
 DP6459.and adjusted by the MN DEPT OF TRANSP in February 2015.
 DP6459
 DP6459.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DP6459.been affixed to the stable North American tectonic plate. See 
 DP6459.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DP6459
 DP6459.The horizontal coordinates are valid at the epoch date displayed above
 DP6459.which is a decimal equivalence of Year/Month/Day.
 DP6459
 DP6459.The orthometric height was determined by differential leveling and
 DP6459.adjusted by the NATIONAL GEODETIC SURVEY
 DP6459.in February 2018.
 DP6459
 DP6459.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP6459.GEOID18 height accuracy estimate available here.
 DP6459
 DP6459.Click photographs - Photos may exist for this station.
 DP6459
 DP6459.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DP6459
 DP6459.The Laplace correction was computed from DEFLEC18 derived deflections.
 DP6459
 DP6459.The ellipsoidal height was determined by GPS observations
 DP6459.and is referenced to NAD 83.
 DP6459
 DP6459.The dynamic height is computed by dividing the NAVD 88
 DP6459.geopotential number by the normal gravity value computed on the
 DP6459.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP6459.degrees latitude (g = 980.6199 gals.).
 DP6459
 DP6459.The modeled gravity was interpolated from observed gravity values.
 DP6459
 DP6459. The following values were computed from the NAD 83(2011) position.
 DP6459
 DP6459;                    North         East     Units Scale Factor Converg.
 DP6459;SPC MN C     -   192,276.415   703,179.262   MT  0.99996162   -0 54 04.9
 DP6459;SPC MN C     -   630,826.87  2,307,013.96   sFT  0.99996162   -0 54 04.9
 DP6459;UTM  15      - 5,077,453.026   306,114.058   MT  1.00006217   -1 47 26.5
 DP6459
 DP6459!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DP6459!SPC MN C     -   0.99993770  x   0.99996162  =   0.99989932
 DP6459!UTM  15      -   0.99993770  x   1.00006217  =   0.99999987
 DP6459
 DP6459:                Primary Azimuth Mark                     Grid Az
 DP6459:SPC MN C     -  2110 B                                   224 39 31.3
 DP6459:UTM  15      -  2110 B                                   225 32 52.9
 DP6459
 DP6459_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUL0611477453(NAD 83)
 DP6459
 DP6459|---------------------------------------------------------------------|
 DP6459| PID    Reference Object                     Distance      Geod. Az  |
 DP6459|                                                           dddmmss.s |
 DP6459| DP6460 2110 B                              APPROX. 1.5 KM 2234526.4 |
 DP6459|---------------------------------------------------------------------|
 DP6459
 DP6459                          SUPERSEDED SURVEY CONTROL
 DP6459
 DP6459  NAVD 88 (02/26/15)  423.5    (m)  GEOID12A model used  GPS OBS        
 DP6459
 DP6459.Superseded values are not recommended for survey control.
 DP6459
 DP6459.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DP6459.See file dsdata.pdf to determine how the superseded data were derived.
 DP6459
 DP6459_MARKER: I = METAL ROD
 DP6459_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DP6459_STAMPING: 2110 A 2009
 DP6459_MARK LOGO: MNDT
 DP6459_PROJECTION: FLUSH
 DP6459_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DP6459_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DP6459_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP6459+SATELLITE: SATELLITE OBSERVATIONS - July 17, 2025
 DP6459_ROD/PIPE-DEPTH: 7.6 meters
 DP6459
 DP6459  HISTORY     - Date     Condition        Report By
 DP6459  HISTORY     - 20090806 MONUMENTED       MNDT
 DP6459  HISTORY     - 20110817 GOOD             MNDT
 DP6459  HISTORY     - 20151008 GOOD             MNDT
 DP6459  HISTORY     - 20210614 GOOD             MNDT
 DP6459  HISTORY     - 20250717 GOOD             MNDT
 DP6459
 DP6459                          STATION DESCRIPTION
 DP6459
 DP6459'DESCRIBED BY MN DEPT OF TRANSP 2011 (BXU)
 DP6459'2.25 MILES SOUTHEAST OF HOLMES CITY, 1.9 MILES SOUTH-SOUTHWEST ALONG
 DP6459'TRUNK HIGHWAY 114 FROM JUNCTION OF TRUNK HIGHWAY 114 AND TRUNK HIGHWAY
 DP6459'27(RURAL HOLMES CITY), AT TRUNK HIGHWAY 114 MILE POINT 15.75, 84.9
 DP6459'FEET NORTHEAST OF POWER POLE WITH GUY WIRE, 77.5 FEET SOUTHEAST OF
 DP6459'TRUNK HIGHWAY 114, 8.4 FEET SOUTHWEST OF FIELD ENTRANCE, 1.8 FEET OF
 DP6459'WITNESS POST.
 DP6459
 DP6459                          STATION RECOVERY (2015)
 DP6459
 DP6459'RECOVERY NOTE BY MN DEPT OF TRANSP 2015 (KMS)
 DP6459'RECOVERED AS DESCRIBED.
 DP6459'
 DP6459'NOTE-THE STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM ROD
 DP6459'DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION REMOVABLE DISK
 DP6459'SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH PVC
 DP6459'PIPE BACK FILLED WITH WASHED SAND.
 DP6459
 DP6459                          STATION RECOVERY (2021)
 DP6459
 DP6459'RECOVERY NOTE BY MN DEPT OF TRANSP 2021 (TJD)
 DP6459'RECOVERED IN GOOD CONDITION.
 DP6459
 DP6459                          STATION RECOVERY (2025)
 DP6459
 DP6459'RECOVERY NOTE BY MN DEPT OF TRANSP 2025 (TJD)
 DP6459'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DP6460 ***********************************************************************
 DP6460  DESIGNATION -  2110 B
 DP6460  PID         -  DP6460
 DP6460  STATE/COUNTY-  MN/DOUGLAS
 DP6460  COUNTRY     -  US
 DP6460  USGS QUAD   -  FARWELL (2019)
 DP6460
 DP6460                         *CURRENT SURVEY CONTROL
 DP6460  ______________________________________________________________________
 DP6460* NAD 83(2011) POSITION- 45 48 48.50253(N) 095 30 34.51045(W)   ADJUSTED
 DP6460* NAD 83(2011) ELLIP HT-   398.932 (meters)        (02/26/15)   ADJUSTED
 DP6460* NAD 83(2011) EPOCH   -  2010.00
 DP6460* NAVD 88 ORTHO HEIGHT -   424.958 (meters)     1394.22  (feet) ADJUSTED
 DP6460  ______________________________________________________________________
 DP6460  GEOID HEIGHT    -        -26.024 (meters)                     GEOID18
 DP6460  NAD 83(2011) X  -   -427,589.623 (meters)                     COMP
 DP6460  NAD 83(2011) Y  - -4,432,913.869 (meters)                     COMP
 DP6460  NAD 83(2011) Z  -  4,551,107.426 (meters)                     COMP
 DP6460  LAPLACE CORR    -         -0.38  (seconds)                    DEFLEC18
 DP6460  DYNAMIC HEIGHT  -        424.951 (meters)     1394.19  (feet) COMP
 DP6460  MODELED GRAVITY -    980,586.5   (mgal)                       NAVD 88
 DP6460
 DP6460  VERT ORDER      -  SECOND    CLASS I
 DP6460
 DP6460  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DP6460  Standards:
 DP6460         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DP6460            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DP6460  -------------------------------------------------------------------
 DP6460  NETWORK    0.83   0.69           0.39   0.26   0.35      0.14007856
 DP6460  -------------------------------------------------------------------
 DP6460  Click here for local accuracies and other accuracy information.
 DP6460
 DP6460.The horizontal coordinates were established by GPS observations
 DP6460.and adjusted by the MN DEPT OF TRANSP in February 2015.
 DP6460
 DP6460.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DP6460.been affixed to the stable North American tectonic plate. See 
 DP6460.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DP6460
 DP6460.The horizontal coordinates are valid at the epoch date displayed above
 DP6460.which is a decimal equivalence of Year/Month/Day.
 DP6460
 DP6460.The orthometric height was determined by differential leveling and
 DP6460.adjusted by the NATIONAL GEODETIC SURVEY
 DP6460.in February 2018.
 DP6460
 DP6460.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP6460.GEOID18 height accuracy estimate available here.
 DP6460
 DP6460.Click photographs - Photos may exist for this station.
 DP6460
 DP6460.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DP6460
 DP6460.The Laplace correction was computed from DEFLEC18 derived deflections.
 DP6460
 DP6460.The ellipsoidal height was determined by GPS observations
 DP6460.and is referenced to NAD 83.
 DP6460
 DP6460.The dynamic height is computed by dividing the NAVD 88
 DP6460.geopotential number by the normal gravity value computed on the
 DP6460.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP6460.degrees latitude (g = 980.6199 gals.).
 DP6460
 DP6460.The modeled gravity was interpolated from observed gravity values.
 DP6460
 DP6460. The following values were computed from the NAD 83(2011) position.
 DP6460
 DP6460;                    North         East     Units Scale Factor Converg.
 DP6460;SPC MN C     -   191,193.006   702,108.682   MT  0.99996317   -0 54 40.2
 DP6460;SPC MN C     -   627,272.39  2,303,501.57   sFT  0.99996317   -0 54 40.2
 DP6460;UTM  15      - 5,076,386.251   305,026.684   MT  1.00006737   -1 48 00.5
 DP6460
 DP6460!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DP6460!SPC MN C     -   0.99993746  x   0.99996317  =   0.99990063
 DP6460!UTM  15      -   0.99993746  x   1.00006737  =   1.00000483
 DP6460
 DP6460:                Primary Azimuth Mark                     Grid Az
 DP6460:SPC MN C     -  2110 A                                   044 39 31.6
 DP6460:UTM  15      -  2110 A                                   045 32 51.9
 DP6460
 DP6460_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUL0502676386(NAD 83)
 DP6460
 DP6460|---------------------------------------------------------------------|
 DP6460| PID    Reference Object                     Distance      Geod. Az  |
 DP6460|                                                           dddmmss.s |
 DP6460| DP6459 2110 A                              APPROX. 1.5 KM 0434451.4 |
 DP6460|---------------------------------------------------------------------|
 DP6460
 DP6460                          SUPERSEDED SURVEY CONTROL
 DP6460
 DP6460  NAVD 88 (02/26/15)  425.0    (m)  GEOID12A model used  GPS OBS        
 DP6460
 DP6460.Superseded values are not recommended for survey control.
 DP6460
 DP6460.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DP6460.See file dsdata.pdf to determine how the superseded data were derived.
 DP6460
 DP6460_MARKER: I = METAL ROD
 DP6460_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DP6460_STAMPING: 2110 B 2009
 DP6460_MARK LOGO: MNDT
 DP6460_PROJECTION: RECESSED 3 CENTIMETERS
 DP6460_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DP6460_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DP6460_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP6460+SATELLITE: SATELLITE OBSERVATIONS - October 08, 2015
 DP6460_ROD/PIPE-DEPTH: 7.6 meters
 DP6460
 DP6460  HISTORY     - Date     Condition        Report By
 DP6460  HISTORY     - 20090806 MONUMENTED       MNDT
 DP6460  HISTORY     - 20110817 GOOD             MNDT
 DP6460  HISTORY     - 20151008 GOOD             MNDT
 DP6460
 DP6460                          STATION DESCRIPTION
 DP6460
 DP6460'DESCRIBED BY MN DEPT OF TRANSP 2011 (MXK)
 DP6460'2.03 MILES SOUTHEAST OF HOLMES CITY(7.6 MILES SOUTHWEST OF
 DP6460'ALEXANDRIA), 2.4 MILES SOUTHEAST ALONG COUNTY ROAD 4 FROM JUNCTION OF
 DP6460'COUNTY ROAD 94 AND COUNTY ROAD 4 IN HOLMES CITY, THEN 0.4 MILE
 DP6460'SOUTHWEST ON TRUNK HIGHWAY 114 TO TRUNK HIGHWAY 114 MILE POINT 14.80,
 DP6460'74.3 FEET EAST OF TRUNK HIGHWAY 114, 44.0 FEET SOUTH OF SPEAR FISH
 DP6460'LANE, 9.7 FEET SOUTH OF POWER POLE, 6.3 FEET SOUTH OF CABLE BOX, 1.6
 DP6460'FEET NORTH OF WITNESS POST.
 DP6460
 DP6460                          STATION RECOVERY (2015)
 DP6460
 DP6460'RECOVERY NOTE BY MN DEPT OF TRANSP 2015 (KMS)
 DP6460'RECOVERED AS DESCRIBED.
 DP6460'
 DP6460'NOTE-THE STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM ROD
 DP6460'DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION REMOVABLE DISK
 DP6460'SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH PVC
 DP6460'PIPE BACK FILLED WITH WASHED SAND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DP6461 ***********************************************************************
 DP6461  DESIGNATION -  2110 C
 DP6461  PID         -  DP6461
 DP6461  STATE/COUNTY-  MN/DOUGLAS
 DP6461  COUNTRY     -  US
 DP6461  USGS QUAD   -  FARWELL (2019)
 DP6461
 DP6461                         *CURRENT SURVEY CONTROL
 DP6461  ______________________________________________________________________
 DP6461* NAD 83(2011) POSITION- 45 46 54.47154(N) 095 31 50.25304(W)   ADJUSTED
 DP6461* NAD 83(2011) ELLIP HT-   399.384 (meters)        (02/26/15)   ADJUSTED
 DP6461* NAD 83(2011) EPOCH   -  2010.00
 DP6461* NAVD 88 ORTHO HEIGHT -   425.384 (meters)     1395.61  (feet) ADJUSTED
 DP6461  ______________________________________________________________________
 DP6461  GEOID HEIGHT    -        -26.000 (meters)                     GEOID18
 DP6461  NAD 83(2011) X  -   -429,460.697 (meters)                     COMP
 DP6461  NAD 83(2011) Y  - -4,435,269.148 (meters)                     COMP
 DP6461  NAD 83(2011) Z  -  4,548,653.036 (meters)                     COMP
 DP6461  LAPLACE CORR    -          0.02  (seconds)                    DEFLEC18
 DP6461  DYNAMIC HEIGHT  -        425.377 (meters)     1395.59  (feet) COMP
 DP6461  MODELED GRAVITY -    980,584.4   (mgal)                       NAVD 88
 DP6461
 DP6461  VERT ORDER      -  SECOND    CLASS I
 DP6461
 DP6461  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DP6461  Standards:
 DP6461         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DP6461            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DP6461  -------------------------------------------------------------------
 DP6461  NETWORK    0.44   0.63           0.20   0.15   0.32     -0.08676410
 DP6461  -------------------------------------------------------------------
 DP6461  Click here for local accuracies and other accuracy information.
 DP6461
 DP6461.The horizontal coordinates were established by GPS observations
 DP6461.and adjusted by the MN DEPT OF TRANSP in February 2015.
 DP6461
 DP6461.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DP6461.been affixed to the stable North American tectonic plate. See 
 DP6461.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DP6461
 DP6461.The horizontal coordinates are valid at the epoch date displayed above
 DP6461.which is a decimal equivalence of Year/Month/Day.
 DP6461
 DP6461.The orthometric height was determined by differential leveling and
 DP6461.adjusted by the NATIONAL GEODETIC SURVEY
 DP6461.in February 2018.
 DP6461
 DP6461.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP6461.GEOID18 height accuracy estimate available here.
 DP6461
 DP6461.Click photographs - Photos may exist for this station.
 DP6461
 DP6461.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DP6461
 DP6461.The Laplace correction was computed from DEFLEC18 derived deflections.
 DP6461
 DP6461.The ellipsoidal height was determined by GPS observations
 DP6461.and is referenced to NAD 83.
 DP6461
 DP6461.The dynamic height is computed by dividing the NAVD 88
 DP6461.geopotential number by the normal gravity value computed on the
 DP6461.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP6461.degrees latitude (g = 980.6199 gals.).
 DP6461
 DP6461.The modeled gravity was interpolated from observed gravity values.
 DP6461
 DP6461. The following values were computed from the NAD 83(2011) position.
 DP6461
 DP6461;                    North         East     Units Scale Factor Converg.
 DP6461;SPC MN C     -   187,699.184   700,416.769   MT  0.99996831   -0 55 35.0
 DP6461;SPC MN C     -   615,809.74  2,297,950.68   sFT  0.99996831   -0 55 35.0
 DP6461;UTM  15      - 5,072,918.715   303,280.617   MT  1.00007578   -1 48 51.3
 DP6461
 DP6461!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DP6461!SPC MN C     -   0.99993739  x   0.99996831  =   0.99990570
 DP6461!UTM  15      -   0.99993739  x   1.00007578  =   1.00001317
 DP6461
 DP6461_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUL0328072918(NAD 83)
 DP6461
 DP6461                          SUPERSEDED SURVEY CONTROL
 DP6461
 DP6461  NAVD 88 (02/26/15)  425.4    (m)  GEOID12A model used  GPS OBS        
 DP6461
 DP6461.Superseded values are not recommended for survey control.
 DP6461
 DP6461.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DP6461.See file dsdata.pdf to determine how the superseded data were derived.
 DP6461
 DP6461_MARKER: I = METAL ROD
 DP6461_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DP6461_STAMPING: 2110 C 2009
 DP6461_MARK LOGO: MNDT
 DP6461_PROJECTION: RECESSED 3 CENTIMETERS
 DP6461_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DP6461_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DP6461_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP6461+SATELLITE: SATELLITE OBSERVATIONS - July 17, 2025
 DP6461_ROD/PIPE-DEPTH: 7.6 meters
 DP6461
 DP6461  HISTORY     - Date     Condition        Report By
 DP6461  HISTORY     - 20090806 MONUMENTED       MNDT
 DP6461  HISTORY     - 20110816 GOOD             MNDT
 DP6461  HISTORY     - 20151008 GOOD             MNDT
 DP6461  HISTORY     - 20210614 GOOD             MNDT
 DP6461  HISTORY     - 20250717 GOOD             MNDT
 DP6461
 DP6461                          STATION DESCRIPTION
 DP6461
 DP6461'DESCRIBED BY MN DEPT OF TRANSP 2011 (MXK)
 DP6461'3.6 MILES SOUTH OF HOLMES CITY, 5.65 MILES SOUTH-SOUTHWEST ALONG TRUNK
 DP6461'HIGHWAY 114 FROM JUNCTION OF TRUNK HIGHWAY 114 AND TRUNK HIGHWAY 27,
 DP6461'AT TRUNK HIGHWAY 114 MILE POINT 12.05, 72.3 FEET EAST OF TRUNK HIGHWAY
 DP6461'114, 1.4 FEET WEST OF WITNESS POST.
 DP6461
 DP6461                          STATION RECOVERY (2015)
 DP6461
 DP6461'RECOVERY NOTE BY MN DEPT OF TRANSP 2015 (KMS)
 DP6461'RECOVERED AS DESCRIBED.
 DP6461
 DP6461                          STATION RECOVERY (2021)
 DP6461
 DP6461'RECOVERY NOTE BY MN DEPT OF TRANSP 2021 (TJD)
 DP6461'RECOVERED IN GOOD CONDITION.
 DP6461
 DP6461                          STATION RECOVERY (2025)
 DP6461
 DP6461'RECOVERY NOTE BY MN DEPT OF TRANSP 2025 (KMS)
 DP6461'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DQ3803 ***********************************************************************
 DQ3803  DESIGNATION -  2110 D
 DQ3803  PID         -  DQ3803
 DQ3803  STATE/COUNTY-  MN/DOUGLAS
 DQ3803  COUNTRY     -  US
 DQ3803  USGS QUAD   -  FARWELL (2019)
 DQ3803
 DQ3803                         *CURRENT SURVEY CONTROL
 DQ3803  ______________________________________________________________________
 DQ3803* NAD 83(2011) POSITION- 45 49 00.27459(N) 095 30 28.43743(W)   ADJUSTED
 DQ3803* NAD 83(2011) ELLIP HT-   396.910 (meters)        (01/28/26)   ADJUSTED
 DQ3803* NAD 83(2011) EPOCH   -  2010.00
 DQ3803* NAVD 88 ORTHO HEIGHT -   422.938 (meters)     1387.59  (feet) ADJUSTED
 DQ3803  ______________________________________________________________________
 DQ3803  GEOID HEIGHT    -        -26.028 (meters)                     GEOID18
 DQ3803  NAD 83(2011) X  -   -427,433.952 (meters)                     COMP
 DQ3803  NAD 83(2011) Y  - -4,432,665.610 (meters)                     COMP
 DQ3803  NAD 83(2011) Z  -  4,551,359.311 (meters)                     COMP
 DQ3803  LAPLACE CORR    -         -0.35  (seconds)                    DEFLEC18
 DQ3803  DYNAMIC HEIGHT  -        422.932 (meters)     1387.57  (feet) COMP
 DQ3803  MODELED GRAVITY -    980,586.7   (mgal)                       NAVD 88
 DQ3803
 DQ3803  VERT ORDER      -  SECOND    CLASS I
 DQ3803
 DQ3803  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DQ3803  Standards:
 DQ3803         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DQ3803            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DQ3803  -------------------------------------------------------------------
 DQ3803  NETWORK    0.47   0.76           0.22   0.15   0.39     -0.08633009
 DQ3803  -------------------------------------------------------------------
 DQ3803  Click here for local accuracies and other accuracy information.
 DQ3803
 DQ3803.The horizontal coordinates were established by GPS observations
 DQ3803.and adjusted by the MN DEPT OF TRANSP in January 2026.
 DQ3803
 DQ3803.Refers to NAD 83 (2011) epoch 2010.00 coordinates where the reference 
 DQ3803.frame has been affixed to the stable North American tectonic plate 
 DQ3803
 DQ3803.The horizontal coordinates are valid at the epoch date displayed above
 DQ3803.which is a decimal equivalence of Year/Month/Day.
 DQ3803
 DQ3803.The orthometric height was determined by differential leveling and
 DQ3803.adjusted by the NATIONAL GEODETIC SURVEY
 DQ3803.in February 2018.
 DQ3803
 DQ3803.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ3803.GEOID18 height accuracy estimate available here.
 DQ3803
 DQ3803.Click photographs - Photos may exist for this station.
 DQ3803
 DQ3803.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DQ3803
 DQ3803.The Laplace correction was computed from DEFLEC18 derived deflections.
 DQ3803
 DQ3803.The ellipsoidal height was determined by GPS observations
 DQ3803.and is referenced to NAD 83.
 DQ3803
 DQ3803.The dynamic height is computed by dividing the NAVD 88
 DQ3803.geopotential number by the normal gravity value computed on the
 DQ3803.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ3803.degrees latitude (g = 980.6199 gals.).
 DQ3803
 DQ3803.The modeled gravity was interpolated from observed gravity values.
 DQ3803
 DQ3803. The following values were computed from the NAD 83(2011) position.
 DQ3803
 DQ3803;                    North         East     Units Scale Factor Converg.
 DQ3803;SPC MN C     -   191,554.318   702,245.548   MT  0.99996266   -0 54 35.8
 DQ3803;SPC MN C     -   628,457.79  2,303,950.60   sFT  0.99996266   -0 54 35.8
 DQ3803;UTM  15      - 5,076,745.433   305,169.154   MT  1.00006669   -1 47 56.5
 DQ3803
 DQ3803!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DQ3803!SPC MN C     -   0.99993778  x   0.99996266  =   0.99990044
 DQ3803!UTM  15      -   0.99993778  x   1.00006669  =   1.00000447
 DQ3803
 DQ3803_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUL0516976745(NAD 83)
 DQ3803
 DQ3803                          SUPERSEDED SURVEY CONTROL
 DQ3803
 DQ3803.No superseded survey control is available for this station.
 DQ3803
 DQ3803_MARKER: F = FLANGE-ENCASED ROD
 DQ3803_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DQ3803_STAMPING: 2110 D 2015
 DQ3803_MARK LOGO: MNDT
 DQ3803_PROJECTION: RECESSED 5 CENTIMETERS
 DQ3803_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DQ3803_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ3803_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ3803+SATELLITE: SATELLITE OBSERVATIONS - July 17, 2025
 DQ3803_ROD/PIPE-DEPTH: 5.8 meters
 DQ3803
 DQ3803  HISTORY     - Date     Condition        Report By
 DQ3803  HISTORY     - 20151102 MONUMENTED       MNDT
 DQ3803  HISTORY     - 20250717 GOOD             MNDT
 DQ3803
 DQ3803                          STATION DESCRIPTION
 DQ3803
 DQ3803'DESCRIBED BY MN DEPT OF TRANSP 2015
 DQ3803'THE MARK IS LOCATED ABOUT 7.5 MI (12.1 KM) SOUTHWEST OF ALEXANDRIA.
 DQ3803'
 DQ3803'TO REACH THE MARK GO 2.75 MI (4.42 KM) SOUTH ALONG TRUNK HIGHWAY 114
 DQ3803'FROM THE JUNCTION OF TRUNK HIGHWAY 114 AND TRUNK HIGHWAY 27 (JUNCTION
 DQ3803'IS 5.0 MI (8.0 KM) WEST OF ALEXANDRIA), AT TRUNK HIGHWAY 114 MILE
 DQ3803'POINT 15.05.
 DQ3803'
 DQ3803'THE MARK IS LOCATED 66.8 FT (20.4 M) SOUTHEAST OF TRUNK HIGHWAY 114,
 DQ3803'33.2 FT (10.1 M) SOUTHWEST OF ENTRANCE, 1.5 FT (0.5 M) NORTHWEST OF A
 DQ3803'WITNESS POST.
 DQ3803'
 DQ3803'NOTE-THE STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM ROD
 DQ3803'DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION REMOVABLE DISK
 DQ3803'SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH PVC
 DQ3803'PIPE BACK FILLED WITH WASHED SAND.
 DQ3803
 DQ3803                          STATION RECOVERY (2025)
 DQ3803
 DQ3803'RECOVERY NOTE BY MN DEPT OF TRANSP 2025 (TJD)
 DQ3803'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DP6462 ***********************************************************************
 DP6462  DESIGNATION -  2111 A
 DP6462  PID         -  DP6462
 DP6462  STATE/COUNTY-  MN/DOUGLAS
 DP6462  COUNTRY     -  US
 DP6462  USGS QUAD   -  LAKE MARY (2019)
 DP6462
 DP6462                         *CURRENT SURVEY CONTROL
 DP6462  ______________________________________________________________________
 DP6462* NAD 83(2011) POSITION- 45 52 07.14315(N) 095 29 28.04968(W)   ADJUSTED
 DP6462* NAD 83(2011) ELLIP HT-   399.245 (meters)        (02/26/15)   ADJUSTED
 DP6462* NAD 83(2011) EPOCH   -  2010.00
 DP6462* NAVD 88 ORTHO HEIGHT -   425.330 (meters)     1395.44  (feet) ADJUSTED
 DP6462  ______________________________________________________________________
 DP6462  GEOID HEIGHT    -        -26.088 (meters)                     GEOID18
 DP6462  NAD 83(2011) X  -   -425,740.236 (meters)                     COMP
 DP6462  NAD 83(2011) Y  - -4,428,671.720 (meters)                     COMP
 DP6462  NAD 83(2011) Z  -  4,555,380.431 (meters)                     COMP
 DP6462  LAPLACE CORR    -          0.05  (seconds)                    DEFLEC18
 DP6462  DYNAMIC HEIGHT  -        425.326 (meters)     1395.42  (feet) COMP
 DP6462  MODELED GRAVITY -    980,592.6   (mgal)                       NAVD 88
 DP6462
 DP6462  VERT ORDER      -  SECOND    CLASS I
 DP6462
 DP6462  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DP6462  Standards:
 DP6462         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DP6462            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DP6462  -------------------------------------------------------------------
 DP6462  NETWORK    0.40   0.49           0.18   0.14   0.25     -0.01885306
 DP6462  -------------------------------------------------------------------
 DP6462  Click here for local accuracies and other accuracy information.
 DP6462
 DP6462.The horizontal coordinates were established by GPS observations
 DP6462.and adjusted by the MN DEPT OF TRANSP in February 2015.
 DP6462
 DP6462.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DP6462.been affixed to the stable North American tectonic plate. See 
 DP6462.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DP6462
 DP6462.The horizontal coordinates are valid at the epoch date displayed above
 DP6462.which is a decimal equivalence of Year/Month/Day.
 DP6462
 DP6462.The orthometric height was determined by differential leveling and
 DP6462.adjusted by the NATIONAL GEODETIC SURVEY
 DP6462.in February 2018.
 DP6462
 DP6462.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP6462.GEOID18 height accuracy estimate available here.
 DP6462
 DP6462.Click photographs - Photos may exist for this station.
 DP6462
 DP6462.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DP6462
 DP6462.The Laplace correction was computed from DEFLEC18 derived deflections.
 DP6462
 DP6462.The ellipsoidal height was determined by GPS observations
 DP6462.and is referenced to NAD 83.
 DP6462
 DP6462.The dynamic height is computed by dividing the NAVD 88
 DP6462.geopotential number by the normal gravity value computed on the
 DP6462.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP6462.degrees latitude (g = 980.6199 gals.).
 DP6462
 DP6462.The modeled gravity was interpolated from observed gravity values.
 DP6462
 DP6462. The following values were computed from the NAD 83(2011) position.
 DP6462
 DP6462;                    North         East     Units Scale Factor Converg.
 DP6462;SPC MN C     -   197,302.283   703,639.418   MT  0.99995493   -0 53 52.1
 DP6462;SPC MN C     -   647,315.91  2,308,523.66   sFT  0.99995493   -0 53 52.1
 DP6462;UTM  15      - 5,082,471.654   306,652.282   MT  1.00005960   -1 47 18.8
 DP6462
 DP6462!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DP6462!SPC MN C     -   0.99993741  x   0.99995493  =   0.99989235
 DP6462!UTM  15      -   0.99993741  x   1.00005960  =   0.99999701
 DP6462
 DP6462_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUL0665282471(NAD 83)
 DP6462
 DP6462                          SUPERSEDED SURVEY CONTROL
 DP6462
 DP6462  NAVD 88 (02/26/15)  425.3    (m)  GEOID12A model used  GPS OBS        
 DP6462
 DP6462.Superseded values are not recommended for survey control.
 DP6462
 DP6462.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DP6462.See file dsdata.pdf to determine how the superseded data were derived.
 DP6462
 DP6462_MARKER: I = METAL ROD
 DP6462_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DP6462_STAMPING: 2111 A 2009
 DP6462_MARK LOGO: MNDT
 DP6462_PROJECTION: RECESSED 5 CENTIMETERS
 DP6462_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DP6462_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DP6462_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP6462+SATELLITE: SATELLITE OBSERVATIONS - July 17, 2025
 DP6462_ROD/PIPE-DEPTH: 9.1 meters
 DP6462
 DP6462  HISTORY     - Date     Condition        Report By
 DP6462  HISTORY     - 20090806 MONUMENTED       MNDT
 DP6462  HISTORY     - 20110825 GOOD             MNDT
 DP6462  HISTORY     - 20151007 GOOD             MNDT
 DP6462  HISTORY     - 20210614 GOOD             MNDT
 DP6462  HISTORY     - 20250717 GOOD             MNDT
 DP6462
 DP6462                          STATION DESCRIPTION
 DP6462
 DP6462'DESCRIBED BY MN DEPT OF TRANSP 2011 (DXS)
 DP6462'5.05 MILES WEST OF ALEXANDRIA, 0.95 MILE SOUTH ALONG TRUNK HIGHWAY 114
 DP6462'FROM JUNCTION TRUNK HIGHWAY 114 AND INTERSTATE HIGHWAY 94 (5.15 MILES
 DP6462'WEST OF ALEXANDRIA), AT TRUNK HIGHWAY 114 MILE POINT 19.0, 73.5 FEET
 DP6462'EAST OF TRUNK HIGHWAY 114, 9.7 FEET SOUTH OF EXTENDED DRIVEWAY NUMBER
 DP6462'2524, 7.4 FEET NORTHWEST OF POWER POLE, 5.5 FEET NORTHWEST OF
 DP6462'RIGHT-OF-WAY POST, 4.8 FEET WEST OF FENCE, 1.5 FEET WEST OF WITNESS
 DP6462'POST.
 DP6462
 DP6462                          STATION RECOVERY (2015)
 DP6462
 DP6462'RECOVERY NOTE BY MN DEPT OF TRANSP 2015 (KMS)
 DP6462'RECOVERED AS DESCRIBED.
 DP6462'
 DP6462'NOTE-THE STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM ROD
 DP6462'DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION REMOVABLE DISK
 DP6462'SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH PVC
 DP6462'PIPE BACK FILLED WITH WASHED SAND.
 DP6462
 DP6462                          STATION RECOVERY (2021)
 DP6462
 DP6462'RECOVERY NOTE BY MN DEPT OF TRANSP 2021 (TJD)
 DP6462'RECOVERED IN GOOD CONDITION.
 DP6462
 DP6462                          STATION RECOVERY (2025)
 DP6462
 DP6462'RECOVERY NOTE BY MN DEPT OF TRANSP 2025 (TJD)
 DP6462'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 QP0636 ***********************************************************************
 QP0636  DESIGNATION -  2113 A
 QP0636  PID         -  QP0636
 QP0636  STATE/COUNTY-  MN/DOUGLAS
 QP0636  COUNTRY     -  US
 QP0636  USGS QUAD   -  OSAKIS (2019)
 QP0636
 QP0636                         *CURRENT SURVEY CONTROL
 QP0636  ______________________________________________________________________
 QP0636* NAD 83(2011) POSITION- 45 50 28.65022(N) 095 09 03.28061(W)   ADJUSTED
 QP0636* NAD 83(2011) ELLIP HT-   381.782 (meters)        (06/27/12)   ADJUSTED
 QP0636* NAD 83(2011) EPOCH   -  2010.00
 QP0636* NAVD 88 ORTHO HEIGHT -   408.091 (meters)     1338.88  (feet) ADJUSTED
 QP0636  ______________________________________________________________________
 QP0636  GEOID HEIGHT    -        -26.312 (meters)                     GEOID18
 QP0636  NAD 83(2011) X  -   -399,630.933 (meters)                     COMP
 QP0636  NAD 83(2011) Y  - -4,433,282.928 (meters)                     COMP
 QP0636  NAD 83(2011) Z  -  4,553,249.834 (meters)                     COMP
 QP0636  LAPLACE CORR    -         -3.75  (seconds)                    DEFLEC18
 QP0636  DYNAMIC HEIGHT  -        408.084 (meters)     1338.86  (feet) COMP
 QP0636  MODELED GRAVITY -    980,587.2   (mgal)                       NAVD 88
 QP0636
 QP0636  VERT ORDER      -  SECOND    CLASS I
 QP0636
 QP0636  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 QP0636  Standards:
 QP0636         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 QP0636            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 QP0636  -------------------------------------------------------------------
 QP0636  NETWORK    0.29   0.45           0.13   0.10   0.23      0.05072805
 QP0636  -------------------------------------------------------------------
 QP0636  Click here for local accuracies and other accuracy information.
 QP0636
 QP0636.The horizontal coordinates were established by GPS observations
 QP0636.and adjusted by the National Geodetic Survey in June 2012.
 QP0636
 QP0636.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 QP0636.been affixed to the stable North American tectonic plate. See 
 QP0636.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 QP0636
 QP0636.The horizontal coordinates are valid at the epoch date displayed above
 QP0636.which is a decimal equivalence of Year/Month/Day.
 QP0636
 QP0636.The orthometric height was determined by differential leveling and
 QP0636.adjusted by the NATIONAL GEODETIC SURVEY
 QP0636.in June 1991.
 QP0636
 QP0636.Significant digits in the geoid height do not necessarily reflect accuracy.
 QP0636.GEOID18 height accuracy estimate available here.
 QP0636
 QP0636.Click photographs - Photos may exist for this station.
 QP0636
 QP0636.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 QP0636
 QP0636.The Laplace correction was computed from DEFLEC18 derived deflections.
 QP0636
 QP0636.The ellipsoidal height was determined by GPS observations
 QP0636.and is referenced to NAD 83.
 QP0636
 QP0636.The dynamic height is computed by dividing the NAVD 88
 QP0636.geopotential number by the normal gravity value computed on the
 QP0636.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QP0636.degrees latitude (g = 980.6199 gals.).
 QP0636
 QP0636.The modeled gravity was interpolated from observed gravity values.
 QP0636
 QP0636. The following values were computed from the NAD 83(2011) position.
 QP0636
 QP0636;                    North         East     Units Scale Factor Converg.
 QP0636;SPC MN C     -   193,904.504   730,017.565   MT  0.99995890   -0 39 06.2
 QP0636;SPC MN C     -   636,168.36  2,395,065.96   sFT  0.99995890   -0 39 06.2
 QP0636;UTM  15      - 5,078,663.838   332,975.522   MT  0.99994297   -1 32 36.4
 QP0636
 QP0636!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QP0636!SPC MN C     -   0.99994015  x   0.99995890  =   0.99989905
 QP0636!UTM  15      -   0.99994015  x   0.99994297  =   0.99988312
 QP0636
 QP0636:                Primary Azimuth Mark                     Grid Az
 QP0636:SPC MN C     -  2113 B                                   000 27 44.4
 QP0636:UTM  15      -  2113 B                                   001 21 14.6
 QP0636
 QP0636_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUL3297578663(NAD 83)
 QP0636
 QP0636|---------------------------------------------------------------------|
 QP0636| PID    Reference Object                     Distance      Geod. Az  |
 QP0636|                                                           dddmmss.s |
 QP0636| QP0635 2113 B                              APPROX. 1.5 KM 3594838.2 |
 QP0636|---------------------------------------------------------------------|
 QP0636
 QP0636                          SUPERSEDED SURVEY CONTROL
 QP0636
 QP0636  NAD 83(2007)-  45 50 28.65020(N)    095 09 03.28174(W) AD(2002.00) 1
 QP0636  ELLIP H (10/07/09)  381.813  (m)                       GP(2002.00) 3 1
 QP0636  NAVD 88             408.14   (m)         1339.0    (f) LEVELING    3  
 QP0636  NGVD 29 (??/??/92)  407.887  (m)         1338.21   (f) ADJ UNCH    2 0
 QP0636
 QP0636.Superseded values are not recommended for survey control.
 QP0636
 QP0636.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QP0636.See file dsdata.pdf to determine how the superseded data were derived.
 QP0636
 QP0636_MARKER: DB = BENCH MARK DISK
 QP0636_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 QP0636_STAMPING: 2113 A 1969
 QP0636_MARK LOGO: MNHD
 QP0636_PROJECTION: RECESSED 5 CENTIMETERS
 QP0636_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 QP0636_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QP0636_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QP0636+SATELLITE: SATELLITE OBSERVATIONS - July 01, 2015
 QP0636
 QP0636  HISTORY     - Date     Condition        Report By
 QP0636  HISTORY     - 19690401 MONUMENTED       MNHD
 QP0636  HISTORY     - 19960415 GOOD             MNDT
 QP0636  HISTORY     - 20090409 GOOD             MNDT
 QP0636  HISTORY     - 20120429 GOOD             MNDT
 QP0636  HISTORY     - 20150701 GOOD             MNDT
 QP0636
 QP0636                          STATION DESCRIPTION
 QP0636
 QP0636'DESCRIBED BY MN HIGHWAY DEPT 1969
 QP0636'1.8 MI S FROM OSAKIS.
 QP0636'ABOUT 0.6 MILES NORTH OF FAI 94, 100 FEET SOUTH OF A POWER LINE GUY
 QP0636'POLE, 75 FEET WEST OF TH 127 CENTERLINE, STATION 162+17, ABOUT 2 FEET
 QP0636'SOUTH OF A STEEL WITNESS POST AND SET FLUSH WITH THE GROUND IN THE TOP
 QP0636'OF A 6 FOOT PRE-CAST CONCRETE MONUMENT.  MARK IS LOCATED IN THE NW 1/4
 QP0636'SECTION 1, T 127N, R 36W.
 QP0636
 QP0636                          STATION RECOVERY (1996)
 QP0636
 QP0636'RECOVERY NOTE BY MN DEPT OF TRANSP 1996 (WAS)
 QP0636'THE MARK IS 1.8 MI (2.9 KM) SOUTH OF OSAKIS, 0.6 MI (1.0 KM) NORTH OF
 QP0636'FAI 94, AT TH 127 MP 0.55, AT TH 127 STA 162+17, 74.7 FT (22.8 M) WEST
 QP0636'OF TH 127, 32 FT (9.8 M) SOUTH OF FIELD ENT, 2.3 FT (0.7 M) SOUTH OF
 QP0636'R/W POST, 0.4 FT (12.2 CM) EAST OF WIT POST, STA IS BURIED 0.2 FT (6.1
 QP0636'CM) BELOW GROUND.
 QP0636
 QP0636                          STATION RECOVERY (2009)
 QP0636
 QP0636'RECOVERY NOTE BY MN DEPT OF TRANSP 2009 (MPP)
 QP0636'1.8 MILES SOUTH OF OSAKIS, 0.6 MILE NORTH OF INTERSTATE HIGHWAY 94, AT
 QP0636'TRUNK HIGHWAY 127 MILEPOINT 0.55, AT TRUNK HIGHWAY 127 STATION 162+17,
 QP0636'74.7 FEET WEST OF TRUNK HIGHWAY 127, 32 FEET SOUTH OF FIELD ENTRANCE,
 QP0636'2.3 FEET SOUTH OF RIGHT-OF-WAY POST, 0.4 FOOT EAST OF WITNESS POST,
 QP0636'STATION IS BURIED 0.2 FEET BELOW GROUND.
 QP0636
 QP0636                          STATION RECOVERY (2012)
 QP0636
 QP0636'RECOVERY NOTE BY MN DEPT OF TRANSP 2012 (ETK)
 QP0636'1.8 MILES SOUTH OF OSAKIS, 0.6 MILE NORTH ALONG TRUNK HIGHWAY 127 FROM
 QP0636'JUNCTION OF TRUNK HIGHWAY 127 AND INTERSTATE HIGHWAY 94 IN OSAKIS, AT
 QP0636'TRUNK HIGHWAY 127 MILEPOINT 0.55, AT TRUNK HIGHWAY 127 STATION 162+17,
 QP0636'74.7 FEET WEST OF TRUNK HIGHWAY 127, 32.0 FEET SOUTH OF FIELD
 QP0636'ENTRANCE, 2.3 FEET SOUTH OF RIGHT-OF-WAY POST, 0.4 FOOT EAST OF
 QP0636'WITNESS POST.
 QP0636
 QP0636                          STATION RECOVERY (2015)
 QP0636
 QP0636'RECOVERY NOTE BY MN DEPT OF TRANSP 2015 (MAS)
 QP0636'1.8 MI (2.9 KM) SOUTH OF OSAKIS, 0.6 MI (1.0 KM) NORTH ALONG TRUNK
 QP0636'HIGHWAY 27  FROM THE JUNCTION OF TRUNK HIGHWAY 27 AND INTERSTATE
 QP0636'HIGHWAY 94 (JUNCTION IS 2.5 MI (4.0 KM) SOUTH OF OSAKIS), AT TRUNK
 QP0636'HIGHWAY 27 MILE POINT 0.55, AT TRUNK HIGHWAY 27 STATION 162+17, 74.7
 QP0636'FT (22.8 M) WEST OF TRUNK HIGHWAY 27, 32.0 FT (9.8 M) SOUTH OF A FIELD
 QP0636'ENTRANCE, 2.3 FT (0.7 M) SOUTH OF RIGHT-OF-WAY POST, 1.0 FT (0.3 M)
 QP0636'NORTH OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 QP0635 ***********************************************************************
 QP0635  DESIGNATION -  2113 B
 QP0635  PID         -  QP0635
 QP0635  STATE/COUNTY-  MN/DOUGLAS
 QP0635  COUNTRY     -  US
 QP0635  USGS QUAD   -  OSAKIS (2019)
 QP0635
 QP0635                         *CURRENT SURVEY CONTROL
 QP0635  ______________________________________________________________________
 QP0635* NAD 83(2011) POSITION- 45 51 16.43567(N) 095 09 03.50667(W)   ADJUSTED
 QP0635* NAD 83(2011) ELLIP HT-   383.482 (meters)        (06/27/12)   ADJUSTED
 QP0635* NAD 83(2011) EPOCH   -  2010.00
 QP0635* NAVD 88 ORTHO HEIGHT -   409.791 (meters)     1344.46  (feet) ADJUSTED
 QP0635  ______________________________________________________________________
 QP0635  GEOID HEIGHT    -        -26.319 (meters)                     GEOID18
 QP0635  NAD 83(2011) X  -   -399,540.855 (meters)                     COMP
 QP0635  NAD 83(2011) Y  - -4,432,229.324 (meters)                     COMP
 QP0635  NAD 83(2011) Z  -  4,554,278.796 (meters)                     COMP
 QP0635  LAPLACE CORR    -         -3.95  (seconds)                    DEFLEC18
 QP0635  DYNAMIC HEIGHT  -        409.785 (meters)     1344.44  (feet) COMP
 QP0635  MODELED GRAVITY -    980,588.4   (mgal)                       NAVD 88
 QP0635
 QP0635  VERT ORDER      -  SECOND    CLASS I
 QP0635
 QP0635  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 QP0635  Standards:
 QP0635         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 QP0635            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 QP0635  -------------------------------------------------------------------
 QP0635  NETWORK    0.29   0.49           0.13   0.10   0.25      0.04531619
 QP0635  -------------------------------------------------------------------
 QP0635  Click here for local accuracies and other accuracy information.
 QP0635
 QP0635.The horizontal coordinates were established by GPS observations
 QP0635.and adjusted by the National Geodetic Survey in June 2012.
 QP0635
 QP0635.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 QP0635.been affixed to the stable North American tectonic plate. See 
 QP0635.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 QP0635
 QP0635.The horizontal coordinates are valid at the epoch date displayed above
 QP0635.which is a decimal equivalence of Year/Month/Day.
 QP0635
 QP0635.The orthometric height was determined by differential leveling and
 QP0635.adjusted by the NATIONAL GEODETIC SURVEY
 QP0635.in December 2013.
 QP0635
 QP0635.No vertical observational check was made to the station.
 QP0635
 QP0635.Significant digits in the geoid height do not necessarily reflect accuracy.
 QP0635.GEOID18 height accuracy estimate available here.
 QP0635
 QP0635.Click photographs - Photos may exist for this station.
 QP0635
 QP0635.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 QP0635
 QP0635.The Laplace correction was computed from DEFLEC18 derived deflections.
 QP0635
 QP0635.The ellipsoidal height was determined by GPS observations
 QP0635.and is referenced to NAD 83.
 QP0635
 QP0635.The dynamic height is computed by dividing the NAVD 88
 QP0635.geopotential number by the normal gravity value computed on the
 QP0635.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QP0635.degrees latitude (g = 980.6199 gals.).
 QP0635
 QP0635.The modeled gravity was interpolated from observed gravity values.
 QP0635
 QP0635. The following values were computed from the NAD 83(2011) position.
 QP0635
 QP0635;                    North         East     Units Scale Factor Converg.
 QP0635;SPC MN C     -   195,379.756   730,029.469   MT  0.99995695   -0 39 06.3
 QP0635;SPC MN C     -   641,008.42  2,395,105.02   sFT  0.99995695   -0 39 06.3
 QP0635;UTM  15      - 5,080,138.703   333,010.387   MT  0.99994283   -1 32 37.8
 QP0635
 QP0635!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QP0635!SPC MN C     -   0.99993988  x   0.99995695  =   0.99989684
 QP0635!UTM  15      -   0.99993988  x   0.99994283  =   0.99988272
 QP0635
 QP0635:                Primary Azimuth Mark                     Grid Az
 QP0635:SPC MN C     -  2113 A                                   180 27 44.3
 QP0635:UTM  15      -  2113 A                                   181 21 15.8
 QP0635
 QP0635_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUL3301080138(NAD 83)
 QP0635
 QP0635|---------------------------------------------------------------------|
 QP0635| PID    Reference Object                     Distance      Geod. Az  |
 QP0635|                                                           dddmmss.s |
 QP0635| QP0636 2113 A                              APPROX. 1.5 KM 1794838.0 |
 QP0635|---------------------------------------------------------------------|
 QP0635
 QP0635                          SUPERSEDED SURVEY CONTROL
 QP0635
 QP0635  NAD 83(2007)-  45 51 16.43564(N)    095 09 03.50781(W) AD(2002.00) 1
 QP0635  ELLIP H (10/07/09)  383.517  (m)                       GP(2002.00) 3 1
 QP0635  NAVD 88             409.84   (m)         1344.6    (f) LEVELING    3  
 QP0635  NAVD 88 (06/15/91)  409.795  (m)         1344.47   (f) SUPERSEDED  2 1
 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
 QP0635.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QP0635.See file dsdata.pdf to determine how the superseded data were derived.
 QP0635
 QP0635_MARKER: DB = BENCH MARK DISK
 QP0635_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 QP0635_STAMPING: 2113 B 1969
 QP0635_MARK LOGO: MNHD
 QP0635_PROJECTION: FLUSH
 QP0635_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 QP0635_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QP0635_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QP0635+SATELLITE: SATELLITE OBSERVATIONS - July 01, 2015
 QP0635
 QP0635  HISTORY     - Date     Condition        Report By
 QP0635  HISTORY     - 19690401 MONUMENTED       MNHD
 QP0635  HISTORY     - 19960415 GOOD             MNDT
 QP0635  HISTORY     - 20090409 GOOD             MNDT
 QP0635  HISTORY     - 20111017 GOOD             MNDT
 QP0635  HISTORY     - 20150701 GOOD             MNDT
 QP0635
 QP0635                          STATION DESCRIPTION
 QP0635
 QP0635'DESCRIBED BY MN HIGHWAY DEPT 1969
 QP0635'1.0 MI S FROM OSAKIS.
 QP0635'MARK IS LOCATED ABOUT 1.5 MILES NORTH OF FAI 94, 0.1 MILE SOUTH OF THE
 QP0635'JUNCTION OF COUNTY ROAD 3 AND T.H. 127, 250 FEET NORTHWEST OF AN
 QP0635'ELECTRIC POWER SUB-STATION, 74 FEET WEST OF T.H. 127 CENTERLINE
 QP0635'STATION 210+59, IN THE TOP OF A 6 FOOT PRE-CASE CONCRETE MONUMENT SET
 QP0635'FLUSH WITH THE GROUND, 2 FEET SOUTH OF A STEEL WITNESS POST (ALSO
 QP0635'R/W).  CENTER OF SECTION 36, T 128N, R 36W.
 QP0635
 QP0635                          STATION RECOVERY (1996)
 QP0635
 QP0635'RECOVERY NOTE BY MN DEPT OF TRANSP 1996 (WAS)
 QP0635'THE MARK WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.  THE MARK IS AT
 QP0635'TH 127 MP 1.65, AND FLUSH.
 QP0635
 QP0635                          STATION RECOVERY (2009)
 QP0635
 QP0635'RECOVERY NOTE BY MN DEPT OF TRANSP 2009 (MPP)
 QP0635'1.0 MILE SOUTH OF OSAKIS, 1.5 MILES NORTH OF INTERSTATE HIGHWAY 94,
 QP0635'0.15 MILE SOUTH OF JUNCTION OF COUNTY ROAD 3 AND TRUNK HIGHWAY 127,
 QP0635'250 FEET NORTHWEST OF SUB-STATION, 76.1 FEET WEST OF TRUNK HIGHWAY
 QP0635'127, AT TRUNK HIGHWAY 127 STATION 210+59, AT TRUNK HIGHWAY 127
 QP0635'MILEPOINT 1.65, 1.3 FEET SOUTHEAST OF RIGHT-OF-WAY AND WITNESS POST.
 QP0635
 QP0635                          STATION RECOVERY (2011)
 QP0635
 QP0635'RECOVERY NOTE BY MN DEPT OF TRANSP 2011 (MAS)
 QP0635'RECOVERED AS DESCRIBED.
 QP0635
 QP0635                          STATION RECOVERY (2015)
 QP0635
 QP0635'RECOVERY NOTE BY MN DEPT OF TRANSP 2015 (MAS)
 QP0635'1.0 MI (1.6 KM) SOUTH OF OSAKIS, 1.5 MI (2.4 KM) NORTH ALONG TRUNK
 QP0635'HIGHWAY 27  FROM THE JUNCTION OF TRUNK HIGHWAY 27 AND INTERSTATE
 QP0635'HIGHWAY 94 (JUNCTION IS 2.5 MI (4.0 KM) SOUTH OF OSAKIS), AT TRUNK
 QP0635'HIGHWAY 27 MILE POINT 1.65, AT TRUNK HIGHWAY 27 STATION 210+59, 0.15
 QP0635'MI (0.2 KM) SOUTH OF THE JUNCTION OF TRUNK HIGHWAY 27 AND COUNTY ROAD
 QP0635'3 (JUNCTION IS IN NORTHEAST CORNER OF OSAKIS), 250.0 FT (76.2 M)
 QP0635'NORTHWEST OF SUB-STATION, 76.1 FT (23.2 M) WEST OF TRUNK HIGHWAY 127,
 QP0635'1.3 FT (0.4 M) SOUTHEAST OF RIGHT-OF-WAY AND WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 PP1868 ***********************************************************************
 PP1868  DESIGNATION -  212 A
 PP1868  PID         -  PP1868
 PP1868  STATE/COUNTY-  MN/CARVER
 PP1868  COUNTRY     -  US
 PP1868  USGS QUAD   -  VICTORIA (2019)
 PP1868
 PP1868                         *CURRENT SURVEY CONTROL
 PP1868  ______________________________________________________________________
 PP1868* NAD 83(1986) POSITION- 44 46 33.     (N) 093 44 05.     (W)   SCALED
 PP1868* NAVD 88 ORTHO HEIGHT -   282.440 (meters)      926.64  (feet) ADJUSTED
 PP1868  ______________________________________________________________________
 PP1868  GEOID HEIGHT    -        -26.973 (meters)                     GEOID18
 PP1868  DYNAMIC HEIGHT  -        282.431 (meters)      926.61  (feet) COMP
 PP1868  MODELED GRAVITY -    980,578.2   (mgal)                       NAVD 88
 PP1868
 PP1868  VERT ORDER      -  SECOND    CLASS 0
 PP1868
 PP1868.The horizontal coordinates were scaled from a map and have
 PP1868.an estimated accuracy of +/- 6 seconds.
 PP1868
 PP1868.The orthometric height was determined by differential leveling and
 PP1868.adjusted by the NATIONAL GEODETIC SURVEY
 PP1868.in June 1991.
 PP1868
 PP1868.Significant digits in the geoid height do not necessarily reflect accuracy.
 PP1868.GEOID18 height accuracy estimate available here.
 PP1868
 PP1868.Click photographs - Photos may exist for this station.
 PP1868
 PP1868.The dynamic height is computed by dividing the NAVD 88
 PP1868.geopotential number by the normal gravity value computed on the
 PP1868.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP1868.degrees latitude (g = 980.6199 gals.).
 PP1868
 PP1868.The modeled gravity was interpolated from observed gravity values.
 PP1868
 PP1868;                    North         East    Units  Estimated Accuracy
 PP1868;SPC MN S     -   297,350.      821,000.      MT  (+/- 180 meters Scaled)
 PP1868
 PP1868_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK418583(NAD 83)
 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
 PP1868.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PP1868.See file dsdata.pdf to determine how the superseded data were derived.
 PP1868
 PP1868_MARKER: Z = SEE DESCRIPTION
 PP1868_SETTING: 2 = IMBEDDED OR DRIVEN IN THE GROUND
 PP1868_SP_SET: FENCE POST
 PP1868_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT
 PP1868_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PP1868_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 PP1868+SATELLITE: SATELLITE OBSERVATIONS - October 09, 2017
 PP1868
 PP1868  HISTORY     - Date     Condition        Report By
 PP1868  HISTORY     - 1970     MONUMENTED       MNHD
 PP1868  HISTORY     - 1970     GOOD             MNDT
 PP1868  HISTORY     - 20040419 MARK NOT FOUND   USPSQD
 PP1868  HISTORY     - 20171009 GOOD             MNDT
 PP1868
 PP1868                          STATION DESCRIPTION
 PP1868
 PP1868'DESCRIBED BY MN DEPT OF TRANSP 1970
 PP1868'MARK IS LOCATED 2.5 MILES EAST 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, T115N, R24W.
 PP1868
 PP1868                          STATION RECOVERY (2004)
 PP1868
 PP1868'RECOVERY NOTE BY US POWER SQUADRON 2004 (JRD)
 PP1868'MARK NOT FOUND.
 PP1868
 PP1868                          STATION RECOVERY (2017)
 PP1868
 PP1868'RECOVERY NOTE BY MN DEPT OF TRANSP 2017 (MPP)
 PP1868'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 PP1869 ***********************************************************************
 PP1869  DESIGNATION -  212 B
 PP1869  PID         -  PP1869
 PP1869  STATE/COUNTY-  MN/CARVER
 PP1869  COUNTRY     -  US
 PP1869  USGS QUAD   -  VICTORIA (2019)
 PP1869
 PP1869                         *CURRENT SURVEY CONTROL
 PP1869  ______________________________________________________________________
 PP1869* NAD 83(1986) POSITION- 44 46 32.65   (N) 093 43 42.53   (W)   HD_HELD1
 PP1869* NAVD 88 ORTHO HEIGHT -   279.736 (meters)      917.77  (feet) ADJUSTED
 PP1869  ______________________________________________________________________
 PP1869  GEOID HEIGHT    -        -26.955 (meters)                     GEOID18
 PP1869  DYNAMIC HEIGHT  -        279.728 (meters)      917.74  (feet) COMP
 PP1869  MODELED GRAVITY -    980,579.5   (mgal)                       NAVD 88
 PP1869
 PP1869  VERT ORDER      -  SECOND    CLASS I
 PP1869
 PP1869.The horizontal coordinates were determined by differentially corrected
 PP1869.hand held GPS observations or other comparable positioning techniques
 PP1869.and have an estimated accuracy of +/- 3 meters.
 PP1869
 PP1869.The orthometric height was determined by differential leveling and
 PP1869.adjusted by the NATIONAL GEODETIC SURVEY
 PP1869.in May 2020.
 PP1869
 PP1869.Significant digits in the geoid height do not necessarily reflect accuracy.
 PP1869.GEOID18 height accuracy estimate available here.
 PP1869
 PP1869.Click photographs - Photos may exist for this station.
 PP1869
 PP1869.The dynamic height is computed by dividing the NAVD 88
 PP1869.geopotential number by the normal gravity value computed on the
 PP1869.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP1869.degrees latitude (g = 980.6199 gals.).
 PP1869
 PP1869.The modeled gravity was interpolated from observed gravity values.
 PP1869
 PP1869;                    North         East    Units  Estimated Accuracy
 PP1869;SPC MN S     -   297,341.5     821,490.3     MT  (+/- 3 meters HH1 GPS) 
 PP1869
 PP1869_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK4236158296(NAD 83)
 PP1869
 PP1869                          SUPERSEDED SURVEY CONTROL
 PP1869
 PP1869  NAVD 88 (08/01/13)  279.746  (m)          917.80   (f) SUPERSEDED  2 1
 PP1869  NAVD 88 (06/15/91)  279.740  (m)          917.78   (f) SUPERSEDED  2 0
 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
 PP1869.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PP1869.See file dsdata.pdf to determine how the superseded data were derived.
 PP1869
 PP1869_MARKER: B = BOLT
 PP1869_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 PP1869_SP_SET: BOX CULVERT HEADWALL
 PP1869_STAMPING: UNSTAMPED
 PP1869_MARK LOGO: MNHD
 PP1869_MAGNETIC: N = NO MAGNETIC MATERIAL
 PP1869_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PP1869+STABILITY: SURFACE MOTION
 PP1869_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 PP1869+SATELLITE: SATELLITE OBSERVATIONS - October 09, 2017
 PP1869
 PP1869  HISTORY     - Date     Condition        Report By
 PP1869  HISTORY     - 1970     MONUMENTED       MNHD
 PP1869  HISTORY     - 1970     GOOD             MNDT
 PP1869  HISTORY     - 20080528 GOOD             MNDT
 PP1869  HISTORY     - 20171009 GOOD             MNDT
 PP1869
 PP1869                          STATION DESCRIPTION
 PP1869
 PP1869'DESCRIBED BY MN DEPT OF TRANSP 1970
 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, T115N,
 PP1869'R24W.
 PP1869
 PP1869                          STATION RECOVERY (2008)
 PP1869
 PP1869'RECOVERY NOTE BY MN DEPT OF TRANSP 2008 (MPP)
 PP1869'RECOVERED AS DESCRIBED.
 PP1869
 PP1869                          STATION RECOVERY (2017)
 PP1869
 PP1869'RECOVERY NOTE BY MN DEPT OF TRANSP 2017 (MPP)
 PP1869'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 PP1875 ***********************************************************************
 PP1875  DESIGNATION -  212 C
 PP1875  PID         -  PP1875
 PP1875  STATE/COUNTY-  MN/CARVER
 PP1875  COUNTRY     -  US
 PP1875  USGS QUAD   -  VICTORIA (2019)
 PP1875
 PP1875                         *CURRENT SURVEY CONTROL
 PP1875  ______________________________________________________________________
 PP1875* NAD 83(1986) POSITION- 44 46 33.11   (N) 093 39 43.21   (W)   HD_HELD1
 PP1875* NAVD 88 ORTHO HEIGHT -   283.183 (meters)      929.08  (feet) ADJUSTED
 PP1875  ______________________________________________________________________
 PP1875  GEOID HEIGHT    -        -26.822 (meters)                     GEOID18
 PP1875  DYNAMIC HEIGHT  -        283.177 (meters)      929.06  (feet) COMP
 PP1875  MODELED GRAVITY -    980,589.2   (mgal)                       NAVD 88
 PP1875
 PP1875  VERT ORDER      -  SECOND    CLASS 0
 PP1875
 PP1875.The horizontal coordinates were determined by differentially corrected
 PP1875.hand held GPS observations or other comparable positioning techniques
 PP1875.and have an estimated accuracy of +/- 3 meters.
 PP1875
 PP1875.The orthometric height was determined by differential leveling and
 PP1875.adjusted by the NATIONAL GEODETIC SURVEY
 PP1875.in June 1991.
 PP1875
 PP1875.Significant digits in the geoid height do not necessarily reflect accuracy.
 PP1875.GEOID18 height accuracy estimate available here.
 PP1875
 PP1875.Click photographs - Photos may exist for this station.
 PP1875
 PP1875.The dynamic height is computed by dividing the NAVD 88
 PP1875.geopotential number by the normal gravity value computed on the
 PP1875.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP1875.degrees latitude (g = 980.6199 gals.).
 PP1875
 PP1875.The modeled gravity was interpolated from observed gravity values.
 PP1875
 PP1875;                    North         East    Units  Estimated Accuracy
 PP1875;SPC MN S     -   297,375.3     826,751.9     MT  (+/- 3 meters HH1 GPS) 
 PP1875
 PP1875_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK4762158265(NAD 83)
 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
 PP1875.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PP1875.See file dsdata.pdf to determine how the superseded data were derived.
 PP1875
 PP1875_MARKER: Z = SEE DESCRIPTION
 PP1875_SETTING: 2 = IMBEDDED OR DRIVEN IN THE GROUND
 PP1875_SP_SET: FENCE POST
 PP1875_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PP1875_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 PP1875+SATELLITE: SATELLITE OBSERVATIONS - September 10, 2017
 PP1875
 PP1875  HISTORY     - Date     Condition        Report By
 PP1875  HISTORY     - 1970     MONUMENTED       MNHD
 PP1875  HISTORY     - 1970     GOOD             MNDT
 PP1875  HISTORY     - 20040419 GOOD             USPSQD
 PP1875  HISTORY     - 20170910 GOOD             MNDT
 PP1875
 PP1875                          STATION DESCRIPTION
 PP1875
 PP1875'DESCRIBED BY MN DEPT OF TRANSP 1970
 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, T115N, R24W.
 PP1875
 PP1875                          STATION RECOVERY (2004)
 PP1875
 PP1875'RECOVERY NOTE BY US POWER SQUADRON 2004 (JRD)
 PP1875'RECOVERED IN GOOD CONDITION AS DESCRIBED.
 PP1875
 PP1875                          STATION RECOVERY (2017)
 PP1875
 PP1875'RECOVERY NOTE BY MN DEPT OF TRANSP 2017 (MPP)
 PP1875'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 PP1862 ***********************************************************************
 PP1862  DESIGNATION -  212 G
 PP1862  PID         -  PP1862
 PP1862  STATE/COUNTY-  MN/CARVER
 PP1862  COUNTRY     -  US
 PP1862  USGS QUAD   -  WACONIA (2019)
 PP1862
 PP1862                         *CURRENT SURVEY CONTROL
 PP1862  ______________________________________________________________________
 PP1862* NAD 83(1986) POSITION- 44 46 06.     (N) 093 48 02.     (W)   SCALED
 PP1862* NAVD 88 ORTHO HEIGHT -   291.661 (meters)      956.89  (feet) ADJUSTED
 PP1862  ______________________________________________________________________
 PP1862  GEOID HEIGHT    -        -27.174 (meters)                     GEOID18
 PP1862  DYNAMIC HEIGHT  -        291.642 (meters)      956.83  (feet) COMP
 PP1862  MODELED GRAVITY -    980,545.3   (mgal)                       NAVD 88
 PP1862
 PP1862  VERT ORDER      -  SECOND    CLASS 0
 PP1862
 PP1862.The horizontal coordinates were scaled from a map and have
 PP1862.an estimated accuracy of +/- 6 seconds.
 PP1862
 PP1862.The orthometric height was determined by differential leveling and
 PP1862.adjusted by the NATIONAL GEODETIC SURVEY
 PP1862.in June 1991.
 PP1862
 PP1862.Significant digits in the geoid height do not necessarily reflect accuracy.
 PP1862.GEOID18 height accuracy estimate available here.
 PP1862
 PP1862.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK366575(NAD 83)
 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
 PP1862.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PP1862.See file dsdata.pdf to determine how the superseded data were derived.
 PP1862
 PP1862_MARKER: DD = SURVEY DISK
 PP1862_SETTING: 30 = SET IN A LIGHT STRUCTURE
 PP1862_SP_SET: FENCE POST
 PP1862_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PP1862_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PP1862+SATELLITE: SATELLITE OBSERVATIONS - April 09, 2008
 PP1862
 PP1862  HISTORY     - Date     Condition        Report By
 PP1862  HISTORY     - 1970     MONUMENTED       MNHD
 PP1862  HISTORY     - 1970     GOOD             MNDT
 PP1862  HISTORY     - 20080409 MARK NOT FOUND   MNDT
 PP1862
 PP1862                          STATION DESCRIPTION
 PP1862
 PP1862'DESCRIBED BY MN DEPT OF TRANSP 1970
 PP1862'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, T115N, R14W.
 PP1862
 PP1862                          STATION RECOVERY (2008)
 PP1862
 PP1862'RECOVERY NOTE BY MN DEPT OF TRANSP 2008 (MPP)
 PP1862'THE MARK WAS NOT RECOVERED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 SL0202 ***********************************************************************
 SL0202  DESIGNATION -  212+58
 SL0202  PID         -  SL0202
 SL0202  STATE/COUNTY-  MN/NORMAN
 SL0202  COUNTRY     -  US
 SL0202  USGS QUAD   -  ADA (2019)
 SL0202
 SL0202                         *CURRENT SURVEY CONTROL
 SL0202  ______________________________________________________________________
 SL0202* NAD 83(1986) POSITION- 47 21 16.     (N) 096 30 56.     (W)   SCALED
 SL0202* NAVD 88 ORTHO HEIGHT -   275.040 (meters)      902.36  (feet) ADJUSTED
 SL0202  ______________________________________________________________________
 SL0202  GEOID HEIGHT    -        -26.920 (meters)                     GEOID18
 SL0202  DYNAMIC HEIGHT  -        275.074 (meters)      902.47  (feet) COMP
 SL0202  MODELED GRAVITY -    980,731.1   (mgal)                       NAVD 88
 SL0202
 SL0202  VERT ORDER      -  SECOND    CLASS 0
 SL0202
 SL0202.The horizontal coordinates were scaled from a map and have
 SL0202.an estimated accuracy of +/- 6 seconds.
 SL0202
 SL0202.The orthometric height was determined by differential leveling and
 SL0202.adjusted by the NATIONAL GEODETIC SURVEY
 SL0202.in June 1991.
 SL0202
 SL0202.Significant digits in the geoid height do not necessarily reflect accuracy.
 SL0202.GEOID18 height accuracy estimate available here.
 SL0202
 SL0202.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPT876475(NAD 83)
 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
 SL0202.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SL0202.See file dsdata.pdf to determine how the superseded data were derived.
 SL0202
 SL0202_MARKER: DB = BENCH MARK DISK
 SL0202_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SL0202_MARK LOGO: MNHD
 SL0202_PROJECTION: PROJECTING 3 CENTIMETERS
 SL0202_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SL0202+STABILITY: SURFACE MOTION
 SL0202
 SL0202  HISTORY     - Date     Condition        Report By
 SL0202  HISTORY     - 1964     MONUMENTED       MNHD
 SL0202  HISTORY     - 1964     GOOD             CGS
 SL0202  HISTORY     - 1982     MARK NOT FOUND   NGS
 SL0202
 SL0202                          STATION DESCRIPTION
 SL0202
 SL0202'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 SL0202'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 S22, T145N, R46W, 76 FEET EAST OF
 SL0202'THE CENTERLINE OF THE HIGHWAY, 37 FEET NORTH OF THE CENTERLINE OF AN
 SL0202'EASTWEST GRAVELED ROAD, 1 1/2 FEET NORTHWEST OF A TELEPHONE POLE, 0.5
 SL0202'FOOT WEST OF A METAL WITNESS POST, ABOUT 2 FEET BELOW THE LEVEL OF THE
 SL0202'HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 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 = MARCH 21, 2026 06:05:54 EDT
 RP0013 ***********************************************************************
 RP0013  DESIGNATION -  2149
 RP0013  PID         -  RP0013
 RP0013  STATE/COUNTY-  MN/WILKIN
 RP0013  COUNTRY     -  US
 RP0013  USGS QUAD   -  BARNESVILLE SW (2019)
 RP0013
 RP0013                         *CURRENT SURVEY CONTROL
 RP0013  ______________________________________________________________________
 RP0013* NAD 83(1986) POSITION- 46 36 57.     (N) 096 24 20.     (W)   SCALED
 RP0013* NAVD 88 ORTHO HEIGHT -   315.856 (meters)     1036.27  (feet) ADJUSTED
 RP0013  ______________________________________________________________________
 RP0013  GEOID HEIGHT    -        -26.582 (meters)                     GEOID18
 RP0013  DYNAMIC HEIGHT  -        315.877 (meters)     1036.34  (feet) COMP
 RP0013  MODELED GRAVITY -    980,672.8   (mgal)                       NAVD 88
 RP0013
 RP0013  VERT ORDER      -  SECOND    CLASS 0
 RP0013
 RP0013.The horizontal coordinates were scaled from a map and have
 RP0013.an estimated accuracy of +/- 6 seconds.
 RP0013
 RP0013.The orthometric height was determined by differential leveling and
 RP0013.adjusted by the NATIONAL GEODETIC SURVEY
 RP0013.in June 1991.
 RP0013
 RP0013.Significant digits in the geoid height do not necessarily reflect accuracy.
 RP0013.GEOID18 height accuracy estimate available here.
 RP0013
 RP0013.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPS986657(NAD 83)
 RP0013
 RP0013                          SUPERSEDED SURVEY CONTROL
 RP0013
 RP0013.No superseded survey control is available for this station.
 RP0013
 RP0013_MARKER: X = CHISELED CROSS
 RP0013_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 RP0013+WITH SETTING: PAVEMENT
 RP0013_SP_SET: SIGNAL BASE
 RP0013_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RP0013+STABILITY: SURFACE MOTION
 RP0013
 RP0013  HISTORY     - Date     Condition        Report By
 RP0013  HISTORY     - 1968     MONUMENTED       MNHD
 RP0013  HISTORY     - 20071024 MARK NOT FOUND   MNDT
 RP0013
 RP0013                          STATION DESCRIPTION
 RP0013
 RP0013'DESCRIBED BY MN HIGHWAY DEPT 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, T136N, R46W. NOTE-MARK IS LOCATED ABOUT 1.0 MILE SOUTH
 RP0013'OF BARNESVILLE.
 RP0013
 RP0013                          STATION RECOVERY (2007)
 RP0013
 RP0013'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (MPP)
 RP0013'THE MARK WAS NOT RECOVERED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 QP0973 ***********************************************************************
 QP0973  DESIGNATION -  2180 39 A
 QP0973  PID         -  QP0973
 QP0973  STATE/COUNTY-  MN/DOUGLAS
 QP0973  COUNTRY     -  US
 QP0973  USGS QUAD   -  QUAM LAKE (2019)
 QP0973
 QP0973                         *CURRENT SURVEY CONTROL
 QP0973  ______________________________________________________________________
 QP0973* NAD 83(2011) POSITION- 45 59 54.79816(N) 095 43 40.71092(W)   ADJUSTED
 QP0973* NAD 83(2011) ELLIP HT-   386.998 (meters)        (06/27/12)   ADJUSTED
 QP0973* NAD 83(2011) EPOCH   -  2010.00
 QP0973* NAVD 88 ORTHO HEIGHT -   413.358 (meters)     1356.16  (feet) ADJUSTED
 QP0973  ______________________________________________________________________
 QP0973  GEOID HEIGHT    -        -26.361 (meters)                     GEOID18
 QP0973  NAD 83(2011) X  -   -443,007.492 (meters)                     COMP
 QP0973  NAD 83(2011) Y  - -4,416,541.835 (meters)                     COMP
 QP0973  NAD 83(2011) Z  -  4,565,414.347 (meters)                     COMP
 QP0973  LAPLACE CORR    -          1.17  (seconds)                    DEFLEC18
 QP0973  DYNAMIC HEIGHT  -        413.352 (meters)     1356.14  (feet) COMP
 QP0973  MODELED GRAVITY -    980,588.7   (mgal)                       NAVD 88
 QP0973
 QP0973  VERT ORDER      -  SECOND    CLASS I
 QP0973
 QP0973  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 QP0973  Standards:
 QP0973         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 QP0973            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 QP0973  -------------------------------------------------------------------
 QP0973  NETWORK    0.42   0.37           0.19   0.15   0.19      0.10606068
 QP0973  -------------------------------------------------------------------
 QP0973  Click here for local accuracies and other accuracy information.
 QP0973
 QP0973.The horizontal coordinates were established by GPS observations
 QP0973.and adjusted by the National Geodetic Survey in June 2012.
 QP0973
 QP0973.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 QP0973.been affixed to the stable North American tectonic plate. See 
 QP0973.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 QP0973
 QP0973.The horizontal coordinates are valid at the epoch date displayed above
 QP0973.which is a decimal equivalence of Year/Month/Day.
 QP0973
 QP0973.The orthometric height was determined by differential leveling and
 QP0973.adjusted by the NATIONAL GEODETIC SURVEY
 QP0973.in March 2020.
 QP0973
 QP0973.Significant digits in the geoid height do not necessarily reflect accuracy.
 QP0973.GEOID18 height accuracy estimate available here.
 QP0973
 QP0973.Click photographs - Photos may exist for this station.
 QP0973
 QP0973.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 QP0973
 QP0973.The Laplace correction was computed from DEFLEC18 derived deflections.
 QP0973
 QP0973.The ellipsoidal height was determined by GPS observations
 QP0973.and is referenced to NAD 83.
 QP0973
 QP0973.The dynamic height is computed by dividing the NAVD 88
 QP0973.geopotential number by the normal gravity value computed on the
 QP0973.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QP0973.degrees latitude (g = 980.6199 gals.).
 QP0973
 QP0973.The modeled gravity was interpolated from observed gravity values.
 QP0973
 QP0973. The following values were computed from the NAD 83(2011) position.
 QP0973
 QP0973;                    North         East     Units Scale Factor Converg.
 QP0973;SPC MN C     -   212,053.494   685,521.790   MT  0.99993916   -1 04 08.9
 QP0973;SPC MN C     -   695,712.17  2,249,082.74   sFT  0.99993916   -1 04 08.9
 QP0973;UTM  15      - 5,097,505.559   288,763.750   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  =   0.99987850
 QP0973!UTM  15      -   0.99993933  x   1.00014857  =   1.00008790
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTL8876397505(NAD 83)
 QP0973
 QP0973|---------------------------------------------------------------------|
 QP0973| PID    Reference Object                     Distance      Geod. Az  |
 QP0973|                                                           dddmmss.s |
 QP0973| QP0870 2180 D                              APPROX. 1.4 KM 1351553.9 |
 QP0973|---------------------------------------------------------------------|
 QP0973
 QP0973                          SUPERSEDED SURVEY CONTROL
 QP0973
 QP0973  NAD 83(2007)-  45 59 54.79819(N)    095 43 40.71188(W) AD(2002.00) 0
 QP0973  ELLIP H (02/10/07)  387.030  (m)                       GP(2002.00)    
 QP0973  NAD 83(1996)-  45 59 54.79775(N)    095 43 40.71146(W) AD(       ) 1
 QP0973  ELLIP H (04/26/05)  387.053  (m)                       GP(       ) 3 2
 QP0973  NAVD 88 (02/13/18)  413.356  (m)         1356.15   (f) SUPERSEDED  2 1
 QP0973  NAVD 88 (06/17/14)  413.360  (m)         1356.17   (f) SUPERSEDED  2 1
 QP0973  NAVD 88             413.36   (m)         1356.2    (f) LEVELING    3  
 QP0973  NAVD 88 (08/09/00)  413.360  (m)         1356.17   (f) SUPERSEDED  2 1
 QP0973  NAVD 88 (06/15/91)  413.363  (m)         1356.18   (f) SUPERSEDED  2 0
 QP0973  NGVD 29 (??/??/92)  413.170  (m)         1355.54   (f) ADJ UNCH    2 0
 QP0973
 QP0973.Superseded values are not recommended for survey control.
 QP0973
 QP0973.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QP0973.See file dsdata.pdf to determine how the superseded data were derived.
 QP0973
 QP0973_MARKER: DB = BENCH MARK DISK
 QP0973_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 QP0973_STAMPING: 2180 39 A 1965
 QP0973_MARK LOGO: MNHD
 QP0973_PROJECTION: PROJECTING 38 CENTIMETERS
 QP0973_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 QP0973_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QP0973_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 QP0973+SATELLITE: SATELLITE OBSERVATIONS - June 29, 2015
 QP0973
 QP0973  HISTORY     - Date     Condition        Report By
 QP0973  HISTORY     - 19650401 MONUMENTED       MNHD
 QP0973  HISTORY     - 1967     GOOD             MNDT
 QP0973  HISTORY     - 19950207 GOOD             MNDT
 QP0973  HISTORY     - 20041115 GOOD             MNDT
 QP0973  HISTORY     - 20050105 GOOD             MNDT
 QP0973  HISTORY     - 20070220 GOOD             DUCKS
 QP0973  HISTORY     - 20090715 GOOD             MNDT
 QP0973  HISTORY     - 20110818 GOOD             MNDT
 QP0973  HISTORY     - 20150629 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
 QP0973
 QP0973                          STATION RECOVERY (2005)
 QP0973
 QP0973'RECOVERY NOTE BY MN DEPT OF TRANSP 2005 (DAS)
 QP0973'RECOVERED AS DESCRIBED.
 QP0973
 QP0973                          STATION RECOVERY (2007)
 QP0973
 QP0973'RECOVERY NOTE BY DUCKS UNLIMITED 2007 (MO)
 QP0973'RECOVERED IN GOOD CONDITION.
 QP0973
 QP0973                          STATION RECOVERY (2009)
 QP0973
 QP0973'RECOVERY NOTE BY MN DEPT OF TRANSP 2009 (KMS)
 QP0973'RECOVERED IN GOOD CONDITION.
 QP0973
 QP0973                          STATION RECOVERY (2011)
 QP0973
 QP0973'RECOVERY NOTE BY MN DEPT OF TRANSP 2011 (TXM)
 QP0973'RECOVERED AS DESCRIBED.
 QP0973
 QP0973                          STATION RECOVERY (2015)
 QP0973
 QP0973'RECOVERY NOTE BY MN DEPT OF TRANSP 2015 (MAS)
 QP0973'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 RO0573 ***********************************************************************
 RO0573  DESIGNATION -  2180 A
 RO0573  PID         -  RO0573
 RO0573  STATE/COUNTY-  MN/DOUGLAS
 RO0573  COUNTRY     -  US
 RO0573  USGS QUAD   -  ASHBY (2019)
 RO0573
 RO0573                         *CURRENT SURVEY CONTROL
 RO0573  ______________________________________________________________________
 RO0573* NAD 83(1986) POSITION- 46 00 42.24   (N) 095 46 10.61   (W)   HD_HELD1
 RO0573* NAVD 88 ORTHO HEIGHT -   413.401 (meters)     1356.30  (feet) ADJUSTED
 RO0573  ______________________________________________________________________
 RO0573  GEOID HEIGHT    -        -26.399 (meters)                     GEOID18
 RO0573  DYNAMIC HEIGHT  -        413.396 (meters)     1356.28  (feet) COMP
 RO0573  MODELED GRAVITY -    980,590.2   (mgal)                       NAVD 88
 RO0573
 RO0573  VERT ORDER      -  SECOND    CLASS I
 RO0573
 RO0573.The horizontal coordinates were determined by differentially corrected
 RO0573.hand held GPS observations or other comparable positioning techniques
 RO0573.and have an estimated accuracy of +/- 3 meters.
 RO0573
 RO0573.The orthometric height was determined by differential leveling and
 RO0573.adjusted by the NATIONAL GEODETIC SURVEY
 RO0573.in August 2019.
 RO0573
 RO0573.Significant digits in the geoid height do not necessarily reflect accuracy.
 RO0573.GEOID18 height accuracy estimate available here.
 RO0573
 RO0573.Click photographs - Photos may exist for this station.
 RO0573
 RO0573.The dynamic height is computed by dividing the NAVD 88
 RO0573.geopotential number by the normal gravity value computed on the
 RO0573.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RO0573.degrees latitude (g = 980.6199 gals.).
 RO0573
 RO0573.The modeled gravity was interpolated from observed gravity values.
 RO0573
 RO0573;                    North         East    Units  Estimated Accuracy
 RO0573;SPC MN C     -   213,579.0     682,325.1     MT  (+/- 3 meters HH1 GPS) 
 RO0573
 RO0573_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTL8559099081(NAD 83)
 RO0573
 RO0573                          SUPERSEDED SURVEY CONTROL
 RO0573
 RO0573  NAVD 88 (06/08/11)  413.390  (m)         1356.26   (f) SUPERSEDED  2 1
 RO0573  NAVD 88 (06/15/91)  413.378  (m)         1356.22   (f) SUPERSEDED  2 0
 RO0573  NGVD 29 (??/??/92)  413.182  (m)         1355.58   (f) ADJ UNCH    2 0
 RO0573
 RO0573.Superseded values are not recommended for survey control.
 RO0573
 RO0573.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RO0573.See file dsdata.pdf to determine how the superseded data were derived.
 RO0573
 RO0573_MARKER: DB = BENCH MARK DISK
 RO0573_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 RO0573_SP_SET: BRIDGE ABUTMENT
 RO0573_STAMPING: 2180 A 1965
 RO0573_MARK LOGO: MNHD
 RO0573_MAGNETIC: N = NO MAGNETIC MATERIAL
 RO0573_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RO0573_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 RO0573+SATELLITE: SATELLITE OBSERVATIONS - June 30, 2015
 RO0573
 RO0573  HISTORY     - Date     Condition        Report By
 RO0573  HISTORY     - 19650401 MONUMENTED       MNHD
 RO0573  HISTORY     - 1967     GOOD             MNDT
 RO0573  HISTORY     - 20051005 GOOD             MNDT
 RO0573  HISTORY     - 20150630 GOOD             MNDT
 RO0573
 RO0573                          STATION DESCRIPTION
 RO0573
 RO0573'DESCRIBED BY MN DEPT OF TRANSP 1967
 RO0573'4.0 MI W FROM EVANSVILLE.
 RO0573'MARK IS LOCATED IN THE SW 1/4, SECTION 6, T129N, R40W AT THE GRANT -
 RO0573'DOUGLAS COUNTY LINE.  MARK IS A STANDARD MINNESOTA HIGHWAY DEPARTMENT
 RO0573'DISK, STAMPED 2180 A 1965, SET IN THE SOUTHEAST CORNER ABUTMENT BRIDGE
 RO0573'(NO. 26803).  COUNTY LINE ROAD (19) OVER F.A.I. 94.
 RO0573
 RO0573                          STATION RECOVERY (2005)
 RO0573
 RO0573'RECOVERY NOTE BY MN DEPT OF TRANSP 2005 (WAS)
 RO0573'THE MARK IS LOCATED ABOUT 4.2 MI (6.8 KM) WEST OF EVANSVILLE AND 2.7
 RO0573'MI (4.3 KM) EAST-NORTHEAST OF ERDAHL.
 RO0573'
 RO0573'TO REACH THE MARK FROM THE JUNCTION OF I-94 AND TRUNK HIGHWAY
 RO0573'79/COUNTY ROAD 41, GO 2.0 MI (3.2 KM) NORTHWEST ALONG I-94 TO MILE
 RO0573'POINT 80.60.
 RO0573'
 RO0573'THE MARK IS FOUND AT THE GRANT/DOUGLAS COUNTY LINE COUNTY LINE, IN THE
 RO0573'SOUTHEAST ABUTMENT OF COUNTY LINE ROAD BRIDGE NUMBER 26803 OVER I-94.
 RO0573
 RO0573                          STATION RECOVERY (2015)
 RO0573
 RO0573'RECOVERY NOTE BY MN DEPT OF TRANSP 2015 (MAS)
 RO0573'THE MARK IS LOCATED ABOUT 4.0 MI (6.4 KM) WEST OF EVANSVILLE.
 RO0573'
 RO0573'TO REACH THE MARK IN BRIDGE ABUTMENT IN SOUTHEAST CORNER OF COUNTY
 RO0573'LINE ROAD BRIDGE NUMBER 26803 OVER INTERSTATE HIGHWAY 94, 2.0 MI (3.2
 RO0573'KM) NORTHWEST ALONG INTERSTATE HIGHWAY 94 FROM THE JUNCTION OF
 RO0573'INTERSTATE HIGHWAY 94 AND TRUNK HIGHWAY 79/COUNTY ROAD 41 (JUNCTION IS
 RO0573'2.0 MI (3.2 KM) WEST OF EVANSVILLE), AT INTERSTATE HIGHWAY 94 MILE
 RO0573'POINT 80.60, AT COUNTY LINE.
 RO0573'
 RO0573'THE MARK IS LOCATED 18.0 FT (5.5 M) EAST OF COUNTY ROAD 19.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 QP0653 ***********************************************************************
 QP0653  DESIGNATION -  2180 AA
 QP0653  PID         -  QP0653
 QP0653  STATE/COUNTY-  MN/DOUGLAS
 QP0653  COUNTRY     -  US
 QP0653  USGS QUAD   -  FORADA (2019)
 QP0653
 QP0653                         *CURRENT SURVEY CONTROL
 QP0653  ______________________________________________________________________
 QP0653* NAD 83(1986) POSITION- 45 50 07.98   (N) 095 20 09.39   (W)   HD_HELD1
 QP0653* NAVD 88 ORTHO HEIGHT -   428.770 (meters)     1406.72  (feet) ADJUSTED
 QP0653  ______________________________________________________________________
 QP0653  GEOID HEIGHT    -        -26.102 (meters)                     GEOID18
 QP0653  DYNAMIC HEIGHT  -        428.766 (meters)     1406.71  (feet) COMP
 QP0653  MODELED GRAVITY -    980,590.8   (mgal)                       NAVD 88
 QP0653
 QP0653  VERT ORDER      -  SECOND    CLASS I
 QP0653
 QP0653.The horizontal coordinates were determined by differentially corrected
 QP0653.hand held GPS observations or other comparable positioning techniques
 QP0653.and have an estimated accuracy of +/- 3 meters.
 QP0653
 QP0653.The orthometric height was determined by differential leveling and
 QP0653.adjusted by the NATIONAL GEODETIC SURVEY
 QP0653.in February 2018.
 QP0653
 QP0653.Significant digits in the geoid height do not necessarily reflect accuracy.
 QP0653.GEOID18 height accuracy estimate available here.
 QP0653
 QP0653.Click photographs - Photos may exist for this station.
 QP0653
 QP0653.The dynamic height is computed by dividing the NAVD 88
 QP0653.geopotential number by the normal gravity value computed on the
 QP0653.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QP0653.degrees latitude (g = 980.6199 gals.).
 QP0653
 QP0653.The modeled gravity was interpolated from observed gravity values.
 QP0653
 QP0653;                    North         East    Units  Estimated Accuracy
 QP0653;SPC MN C     -   193,446.7     715,636.6     MT  (+/- 3 meters HH1 GPS) 
 QP0653
 QP0653_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUL1858878429(NAD 83)
 QP0653
 QP0653                          SUPERSEDED SURVEY CONTROL
 QP0653
 QP0653  NAVD 88 (06/15/91)  428.778  (m)         1406.75   (f) SUPERSEDED  2 0
 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
 QP0653.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QP0653.See file dsdata.pdf to determine how the superseded data were derived.
 QP0653
 QP0653_MARKER: DB = BENCH MARK DISK
 QP0653_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 QP0653_SP_SET: BRIDGE ABUTMENT
 QP0653_STAMPING: 2180 AA 1966
 QP0653_MARK LOGO: MNHD
 QP0653_MAGNETIC: N = NO MAGNETIC MATERIAL
 QP0653_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QP0653_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 QP0653+SATELLITE: SATELLITE OBSERVATIONS - July 01, 2015
 QP0653
 QP0653  HISTORY     - Date     Condition        Report By
 QP0653  HISTORY     - 19660401 MONUMENTED       MNHD
 QP0653  HISTORY     - 1968     GOOD             MNDT
 QP0653  HISTORY     - 20150701 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.
 QP0653
 QP0653                          STATION RECOVERY (2015)
 QP0653
 QP0653'RECOVERY NOTE BY MN DEPT OF TRANSP 2015 (KMS)
 QP0653'THE MARK IS LOCATED ABOUT 3.5 MI (5.6 KM) SOUTHEAST OF ALEXANDRIA.
 QP0653'
 QP0653'TO REACH THE MARK IN BRIDGE ABUTMENT IN SOUTHEAST CORNER OF EASTBOUND
 QP0653'INTERSTATE HIGHWAY 94 BRIDGE NUMBER 21818 OVER COUNTY ROAD 23, 2.5 MI
 QP0653'(4.0 KM) SOUTHEAST ALONG INTERSTATE HIGHWAY 94  FROM THE JUNCTION OF
 QP0653'INTERSTATE HIGHWAY 94 AND TRUNK HIGHWAY 29 IN ALEXANDRIA, AT
 QP0653'INTERSTATE HIGHWAY 94 MILE POINT 105.75.
 QP0653'
 QP0653'THE MARK IS LOCATED 23.8 FT (7.3 M) SOUTH OF EASTBOUND INTERSTATE
 QP0653'HIGHWAY 94.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 QP0654 ***********************************************************************
 QP0654  DESIGNATION -  2180 AA 1
 QP0654  PID         -  QP0654
 QP0654  STATE/COUNTY-  MN/DOUGLAS
 QP0654  COUNTRY     -  US
 QP0654  USGS QUAD   -  FORADA (2019)
 QP0654
 QP0654                         *CURRENT SURVEY CONTROL
 QP0654  ______________________________________________________________________
 QP0654* NAD 83(1986) POSITION- 45 50 08.87   (N) 095 20 09.71   (W)   HD_HELD1
 QP0654* NAVD 88 ORTHO HEIGHT -   428.533 (meters)     1405.95  (feet) ADJUSTED
 QP0654  ______________________________________________________________________
 QP0654  GEOID HEIGHT    -        -26.102 (meters)                     GEOID18
 QP0654  DYNAMIC HEIGHT  -        428.528 (meters)     1405.93  (feet) COMP
 QP0654  MODELED GRAVITY -    980,590.8   (mgal)                       NAVD 88
 QP0654
 QP0654  VERT ORDER      -  SECOND    CLASS I
 QP0654
 QP0654.The horizontal coordinates were determined by differentially corrected
 QP0654.hand held GPS observations or other comparable positioning techniques
 QP0654.and have an estimated accuracy of +/- 3 meters.
 QP0654
 QP0654.The orthometric height was determined by differential leveling and
 QP0654.adjusted by the NATIONAL GEODETIC SURVEY
 QP0654.in February 2018.
 QP0654
 QP0654.Significant digits in the geoid height do not necessarily reflect accuracy.
 QP0654.GEOID18 height accuracy estimate available here.
 QP0654
 QP0654.Click photographs - Photos may exist for this station.
 QP0654
 QP0654.The dynamic height is computed by dividing the NAVD 88
 QP0654.geopotential number by the normal gravity value computed on the
 QP0654.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QP0654.degrees latitude (g = 980.6199 gals.).
 QP0654
 QP0654.The modeled gravity was interpolated from observed gravity values.
 QP0654
 QP0654;                    North         East    Units  Estimated Accuracy
 QP0654;SPC MN C     -   193,474.2     715,630.0     MT  (+/- 3 meters HH1 GPS) 
 QP0654
 QP0654_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUL1858278457(NAD 83)
 QP0654
 QP0654                          SUPERSEDED SURVEY CONTROL
 QP0654
 QP0654  NAVD 88 (06/15/91)  428.535  (m)         1405.95   (f) SUPERSEDED  2 0
 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
 QP0654.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QP0654.See file dsdata.pdf to determine how the superseded data were derived.
 QP0654
 QP0654_MARKER: DB = BENCH MARK DISK
 QP0654_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 QP0654_SP_SET: BRIDGE ABUTMENT
 QP0654_STAMPING: 2180 AA 1 1966
 QP0654_MARK LOGO: MNHD
 QP0654_MAGNETIC: N = NO MAGNETIC MATERIAL
 QP0654_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QP0654_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 QP0654+SATELLITE: SATELLITE OBSERVATIONS - July 01, 2015
 QP0654
 QP0654  HISTORY     - Date     Condition        Report By
 QP0654  HISTORY     - 19660401 MONUMENTED       MNHD
 QP0654  HISTORY     - 1966     GOOD             MNDT
 QP0654  HISTORY     - 20150701 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.
 QP0654
 QP0654                          STATION RECOVERY (2015)
 QP0654
 QP0654'RECOVERY NOTE BY MN DEPT OF TRANSP 2015 (KMS)
 QP0654'THE MARK IS LOCATED ABOUT 3.5 MILES SOUTHEAST OF ALEXANDRIA.
 QP0654'
 QP0654'TO REACH THE MARK IN BRIDGE ABUTMENT IN SOUTHEAST CORNER OF WESTBOUND
 QP0654'INTERSTATE HIGHWAY 94 BRIDGE NUMBER 21817 OVER COUNTY ROAD 23, 2.5
 QP0654'MILES SOUTHEAST ALONG INTERSTATE HIGHWAY 94 FROM JUNCTION OF
 QP0654'INTERSTATE HIGHWAY 94 AND TRUNK HIGHWAY 29 IN ALEXANDRIA, AT
 QP0654'INTERSTATE HIGHWAY 94 MILEPOINT 105.75.
 QP0654'
 QP0654'THE MARK IS LOCATED 18.8 FEET SOUTH OF WESTBOUND INTERSTATE HIGHWAY
 QP0654'94.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DQ2670 ***********************************************************************
 DQ2670  DESIGNATION -  2180 AB
 DQ2670  PID         -  DQ2670
 DQ2670  STATE/COUNTY-  MN/DOUGLAS
 DQ2670  COUNTRY     -  US
 DQ2670  USGS QUAD   -  BRANDON (2019)
 DQ2670
 DQ2670                         *CURRENT SURVEY CONTROL
 DQ2670  ______________________________________________________________________
 DQ2670* NAD 83(1986) POSITION- 45 53 18.12   (N) 095 30 31.41   (W)   HD_HELD1
 DQ2670* NAVD 88 ORTHO HEIGHT -   429.380 (meters)     1408.72  (feet) ADJUSTED
 DQ2670  ______________________________________________________________________
 DQ2670  GEOID HEIGHT    -        -26.114 (meters)                     GEOID18
 DQ2670  DYNAMIC HEIGHT  -        429.376 (meters)     1408.71  (feet) COMP
 DQ2670  MODELED GRAVITY -    980,592.0   (mgal)                       NAVD 88
 DQ2670
 DQ2670  VERT ORDER      -  SECOND    CLASS I
 DQ2670
 DQ2670.The horizontal coordinates were determined by differentially corrected
 DQ2670.hand held GPS observations or other comparable positioning techniques
 DQ2670.and have an estimated accuracy of +/- 3 meters.
 DQ2670
 DQ2670.The orthometric height was determined by differential leveling and
 DQ2670.adjusted by the NATIONAL GEODETIC SURVEY
 DQ2670.in February 2018.
 DQ2670
 DQ2670.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ2670.GEOID18 height accuracy estimate available here.
 DQ2670
 DQ2670.Click photographs - Photos may exist for this station.
 DQ2670
 DQ2670.The dynamic height is computed by dividing the NAVD 88
 DQ2670.geopotential number by the normal gravity value computed on the
 DQ2670.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ2670.degrees latitude (g = 980.6199 gals.).
 DQ2670
 DQ2670.The modeled gravity was interpolated from observed gravity values.
 DQ2670
 DQ2670;                    North         East    Units  Estimated Accuracy
 DQ2670;SPC MN C     -   199,514.9     702,307.9     MT  (+/- 3 meters HH1 GPS) 
 DQ2670
 DQ2670_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUL0535584704(NAD 83)
 DQ2670
 DQ2670                          SUPERSEDED SURVEY CONTROL
 DQ2670
 DQ2670.No superseded survey control is available for this station.
 DQ2670
 DQ2670_MARKER: F = FLANGE-ENCASED ROD
 DQ2670_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DQ2670_STAMPING: 2180 AB 2015
 DQ2670_MARK LOGO: MNDT
 DQ2670_PROJECTION: RECESSED 5 CENTIMETERS
 DQ2670_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DQ2670_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ2670_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ2670+SATELLITE: SATELLITE OBSERVATIONS - July 07, 2015
 DQ2670_ROD/PIPE-DEPTH: 10.7 meters
 DQ2670
 DQ2670  HISTORY     - Date     Condition        Report By
 DQ2670  HISTORY     - 20150707 MONUMENTED       MNDT
 DQ2670
 DQ2670                          STATION DESCRIPTION
 DQ2670
 DQ2670'DESCRIBED BY MN DEPT OF TRANSP 2015
 DQ2670'THE MARK IS LOCATED ABOUT 3.4 MI (5.5 KM) SOUTH OF GARFIELD.
 DQ2670'
 DQ2670'TO REACH THE MARK GO 1.1 MI (1.8 KM) NORTHWEST ALONG INTERSTATE
 DQ2670'HIGHWAY 94 FROM THE JUNCTION OF INTERSTATE HIGHWAY 94 AND TRUNK
 DQ2670'HIGHWAY 114 AND COUNTY ROAD 40 (JUNCTION IS 4.0 MI (6.4 KM) SOUTH OF
 DQ2670'GARFIELD), AT INTERSTATE HIGHWAY 94 MILE POINT 96.30.
 DQ2670'
 DQ2670'THE MARK IS LOCATED 92.9 FT (28.3 M) EAST-NORTHEAST OF WESTBOUND
 DQ2670'INTERSTATE HIGHWAY 94, 56.6 FT (17.3 M) WEST-SOUTHWEST OF RIGHT-OF-WAY
 DQ2670'FENCE, 1.5 FT (0.5 M) WEST-SOUTHWEST OF A WITNESS POST.
 DQ2670'
 DQ2670'NOTE-THE STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM ROD
 DQ2670'DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION REMOVABLE DISK
 DQ2670'SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH PVC
 DQ2670'PIPE BACK FILLED WITH WASHED SAND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DQ2672 ***********************************************************************
 DQ2672  DESIGNATION -  2180 AC
 DQ2672  PID         -  DQ2672
 DQ2672  STATE/COUNTY-  MN/DOUGLAS
 DQ2672  COUNTRY     -  US
 DQ2672  USGS QUAD   -  BRANDON (2019)
 DQ2672
 DQ2672                         *CURRENT SURVEY CONTROL
 DQ2672  ______________________________________________________________________
 DQ2672* NAD 83(1986) POSITION- 45 54 27.31   (N) 095 31 51.10   (W)   HD_HELD1
 DQ2672* NAVD 88 ORTHO HEIGHT -   430.714 (meters)     1413.10  (feet) ADJUSTED
 DQ2672  ______________________________________________________________________
 DQ2672  GEOID HEIGHT    -        -26.146 (meters)                     GEOID18
 DQ2672  DYNAMIC HEIGHT  -        430.710 (meters)     1413.09  (feet) COMP
 DQ2672  MODELED GRAVITY -    980,590.5   (mgal)                       NAVD 88
 DQ2672
 DQ2672  VERT ORDER      -  SECOND    CLASS I
 DQ2672
 DQ2672.The horizontal coordinates were determined by differentially corrected
 DQ2672.hand held GPS observations or other comparable positioning techniques
 DQ2672.and have an estimated accuracy of +/- 3 meters.
 DQ2672
 DQ2672.The orthometric height was determined by differential leveling and
 DQ2672.adjusted by the NATIONAL GEODETIC SURVEY
 DQ2672.in February 2018.
 DQ2672
 DQ2672.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ2672.GEOID18 height accuracy estimate available here.
 DQ2672
 DQ2672.Click photographs - Photos may exist for this station.
 DQ2672
 DQ2672.The dynamic height is computed by dividing the NAVD 88
 DQ2672.geopotential number by the normal gravity value computed on the
 DQ2672.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ2672.degrees latitude (g = 980.6199 gals.).
 DQ2672
 DQ2672.The modeled gravity was interpolated from observed gravity values.
 DQ2672
 DQ2672;                    North         East    Units  Estimated Accuracy
 DQ2672;SPC MN C     -   201,678.2     700,624.6     MT  (+/- 3 meters HH1 GPS) 
 DQ2672
 DQ2672_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUL0370586894(NAD 83)
 DQ2672
 DQ2672                          SUPERSEDED SURVEY CONTROL
 DQ2672
 DQ2672.No superseded survey control is available for this station.
 DQ2672
 DQ2672_MARKER: F = FLANGE-ENCASED ROD
 DQ2672_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DQ2672_STAMPING: 2180 AC 2015
 DQ2672_MARK LOGO: MNDT
 DQ2672_PROJECTION: RECESSED 5 CENTIMETERS
 DQ2672_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DQ2672_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ2672_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ2672+SATELLITE: SATELLITE OBSERVATIONS - July 07, 2015
 DQ2672_ROD/PIPE-DEPTH: 13.7 meters
 DQ2672
 DQ2672  HISTORY     - Date     Condition        Report By
 DQ2672  HISTORY     - 20150707 MONUMENTED       MNDT
 DQ2672
 DQ2672                          STATION DESCRIPTION
 DQ2672
 DQ2672'DESCRIBED BY MN DEPT OF TRANSP 2015
 DQ2672'THE MARK IS LOCATED ABOUT 2.7 MI (4.3 KM) SOUTHWEST OF GARFIELD.
 DQ2672'
 DQ2672'TO REACH THE MARK GO 2.9 MI (4.7 KM) NORTHWEST ALONG INTERSTATE
 DQ2672'HIGHWAY 94  FROM THE JUNCTION OF INTERSTATE HIGHWAY 94 AND TRUNK
 DQ2672'HIGHWAY 114 AND COUNTY ROAD 40 (JUNCTION IS 4.0 MI (6.4 KM) SOUTH OF
 DQ2672'GARFIELD), AT INTERSTATE HIGHWAY 94 MILE POINT 94.60.
 DQ2672'
 DQ2672'THE MARK IS LOCATED 120.5 FT (36.7 M) NORTHEAST OF WESTBOUND
 DQ2672'INTERSTATE HIGHWAY 94, 28.4 FT (8.7 M) SOUTHWEST OF RIGHT-OF-WAY
 DQ2672'FENCE, 1.5 FT (0.5 M) SOUTHWEST OF A WITNESS POST.
 DQ2672'
 DQ2672'NOTE - THE STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM
 DQ2672'ROD DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION REMOVABLE
 DQ2672'DISK SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH
 DQ2672'PVC PIPE BACK FILLED WITH WASHED SAND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DQ2673 ***********************************************************************
 DQ2673  DESIGNATION -  2180 AD
 DQ2673  PID         -  DQ2673
 DQ2673  STATE/COUNTY-  MN/DOUGLAS
 DQ2673  COUNTRY     -  US
 DQ2673  USGS QUAD   -  BRANDON (2019)
 DQ2673
 DQ2673                         *CURRENT SURVEY CONTROL
 DQ2673  ______________________________________________________________________
 DQ2673* NAD 83(1986) POSITION- 45 54 49.92   (N) 095 32 48.13   (W)   HD_HELD1
 DQ2673* NAVD 88 ORTHO HEIGHT -   440.641 (meters)     1445.67  (feet) ADJUSTED
 DQ2673  ______________________________________________________________________
 DQ2673  GEOID HEIGHT    -        -26.161 (meters)                     GEOID18
 DQ2673  DYNAMIC HEIGHT  -        440.635 (meters)     1445.65  (feet) COMP
 DQ2673  MODELED GRAVITY -    980,588.7   (mgal)                       NAVD 88
 DQ2673
 DQ2673  VERT ORDER      -  SECOND    CLASS I
 DQ2673
 DQ2673.The horizontal coordinates were determined by differentially corrected
 DQ2673.hand held GPS observations or other comparable positioning techniques
 DQ2673.and have an estimated accuracy of +/- 3 meters.
 DQ2673
 DQ2673.The orthometric height was determined by differential leveling and
 DQ2673.adjusted by the NATIONAL GEODETIC SURVEY
 DQ2673.in February 2018.
 DQ2673
 DQ2673.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ2673.GEOID18 height accuracy estimate available here.
 DQ2673
 DQ2673.Click photographs - Photos may exist for this station.
 DQ2673
 DQ2673.The dynamic height is computed by dividing the NAVD 88
 DQ2673.geopotential number by the normal gravity value computed on the
 DQ2673.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ2673.degrees latitude (g = 980.6199 gals.).
 DQ2673
 DQ2673.The modeled gravity was interpolated from observed gravity values.
 DQ2673
 DQ2673;                    North         East    Units  Estimated Accuracy
 DQ2673;SPC MN C     -   202,396.2     699,407.0     MT  (+/- 3 meters HH1 GPS) 
 DQ2673
 DQ2673_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUL0249987631(NAD 83)
 DQ2673
 DQ2673                          SUPERSEDED SURVEY CONTROL
 DQ2673
 DQ2673.No superseded survey control is available for this station.
 DQ2673
 DQ2673_MARKER: F = FLANGE-ENCASED ROD
 DQ2673_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DQ2673_STAMPING: 2180 AD 2015
 DQ2673_MARK LOGO: MNDT
 DQ2673_PROJECTION: RECESSED 5 CENTIMETERS
 DQ2673_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DQ2673_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ2673_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ2673+SATELLITE: SATELLITE OBSERVATIONS - July 06, 2015
 DQ2673_ROD/PIPE-DEPTH: 8.8 meters
 DQ2673
 DQ2673  HISTORY     - Date     Condition        Report By
 DQ2673  HISTORY     - 20150706 MONUMENTED       MNDT
 DQ2673
 DQ2673                          STATION DESCRIPTION
 DQ2673
 DQ2673'DESCRIBED BY MN DEPT OF TRANSP 2015
 DQ2673'THE MARK IS LOCATED ABOUT 2.9 MI (4.7 KM) SOUTHWEST OF GARFIELD.
 DQ2673'
 DQ2673'TO REACH THE MARK GO 3.8 MI (6.1 KM) NORTHWEST ALONG INTERSTATE
 DQ2673'HIGHWAY 94 FROM THE JUNCTION OF INTERSTATE HIGHWAY 94 AND TRUNK
 DQ2673'HIGHWAY 114 AND COUNTY ROAD 40 (JUNCTION IS 4.0 MI (6.4 KM) SOUTH OF
 DQ2673'GARFIELD), AT INTERSTATE HIGHWAY 94 MILE POINT 93.70.
 DQ2673'
 DQ2673'THE MARK IS LOCATED 90.7 FT (27.6 M) NORTH-NORTHEAST OF WESTBOUND
 DQ2673'INTERSTATE HIGHWAY 94, 6.9 FT (2.1 M) SOUTH-SOUTHWEST OF RIGHT-OF-WAY
 DQ2673'FENCE, 1.5 FT (0.5 M) SOUTH-SOUTHWEST OF A WITNESS POST.
 DQ2673'
 DQ2673'NOTE-THE STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM ROD
 DQ2673'DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION REMOVABLE DISK
 DQ2673'SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH PVC
 DQ2673'PIPE BACK FILLED WITH WASHED SAND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DQ2674 ***********************************************************************
 DQ2674  DESIGNATION -  2180 AE
 DQ2674  PID         -  DQ2674
 DQ2674  STATE/COUNTY-  MN/DOUGLAS
 DQ2674  COUNTRY     -  US
 DQ2674  USGS QUAD   -  BRANDON (2019)
 DQ2674
 DQ2674                         *CURRENT SURVEY CONTROL
 DQ2674  ______________________________________________________________________
 DQ2674* NAD 83(1986) POSITION- 45 55 18.61   (N) 095 33 39.07   (W)   HD_HELD1
 DQ2674* NAVD 88 ORTHO HEIGHT -   435.886 (meters)     1430.07  (feet) ADJUSTED
 DQ2674  ______________________________________________________________________
 DQ2674  GEOID HEIGHT    -        -26.179 (meters)                     GEOID18
 DQ2674  DYNAMIC HEIGHT  -        435.879 (meters)     1430.05  (feet) COMP
 DQ2674  MODELED GRAVITY -    980,587.3   (mgal)                       NAVD 88
 DQ2674
 DQ2674  VERT ORDER      -  SECOND    CLASS I
 DQ2674
 DQ2674.The horizontal coordinates were determined by differentially corrected
 DQ2674.hand held GPS observations or other comparable positioning techniques
 DQ2674.and have an estimated accuracy of +/- 3 meters.
 DQ2674
 DQ2674.The orthometric height was determined by differential leveling and
 DQ2674.adjusted by the NATIONAL GEODETIC SURVEY
 DQ2674.in February 2018.
 DQ2674
 DQ2674.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ2674.GEOID18 height accuracy estimate available here.
 DQ2674
 DQ2674.Click photographs - Photos may exist for this station.
 DQ2674
 DQ2674.The dynamic height is computed by dividing the NAVD 88
 DQ2674.geopotential number by the normal gravity value computed on the
 DQ2674.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ2674.degrees latitude (g = 980.6199 gals.).
 DQ2674
 DQ2674.The modeled gravity was interpolated from observed gravity values.
 DQ2674
 DQ2674;                    North         East    Units  Estimated Accuracy
 DQ2674;SPC MN C     -   203,299.9     698,324.1     MT  (+/- 3 meters HH1 GPS) 
 DQ2674
 DQ2674_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUL0143088551(NAD 83)
 DQ2674
 DQ2674                          SUPERSEDED SURVEY CONTROL
 DQ2674
 DQ2674.No superseded survey control is available for this station.
 DQ2674
 DQ2674_MARKER: I = METAL ROD
 DQ2674_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DQ2674_STAMPING: 2180 AE 2015
 DQ2674_MARK LOGO: MNDT
 DQ2674_PROJECTION: RECESSED 5 CENTIMETERS
 DQ2674_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DQ2674_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ2674_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ2674+SATELLITE: SATELLITE OBSERVATIONS - June 15, 2021
 DQ2674_ROD/PIPE-DEPTH: 7.6 meters
 DQ2674
 DQ2674  HISTORY     - Date     Condition        Report By
 DQ2674  HISTORY     - 20150707 MONUMENTED       MNDT
 DQ2674  HISTORY     - 20210615 GOOD             MNDT
 DQ2674
 DQ2674                          STATION DESCRIPTION
 DQ2674
 DQ2674'DESCRIBED BY MN DEPT OF TRANSP 2015
 DQ2674'THE MARK IS LOCATED ABOUT 3.3 MI (5.3 KM) WEST-SOUTHWEST OF GARFIELD.
 DQ2674'
 DQ2674'TO REACH THE MARK GO 4.7 MI (7.6 KM) NORTHWEST ALONG INTERSTATE
 DQ2674'HIGHWAY 94 FROM THE JUNCTION OF INTERSTATE HIGHWAY 94 AND TRUNK
 DQ2674'HIGHWAY 114 AND COUNTY ROAD 40 (JUNCTION IS 4.0 MI (6.4 KM) SOUTH OF
 DQ2674'GARFIELD), AT INTERSTATE HIGHWAY 94 MILE POINT 92.80.
 DQ2674'
 DQ2674'THE MARK IS LOCATED 88.4 FT (26.9 M) NORTHEAST OF WESTBOUND INTERSTATE
 DQ2674'HIGHWAY 94, 9.7 FT (3.0 M) SOUTHWEST OF RIGHT-OF-WAY FENCE, 1.5 FT
 DQ2674'(0.5 M) SOUTHWEST OF A WITNESS POST.
 DQ2674'
 DQ2674'NOTE-THE STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM ROD
 DQ2674'DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION REMOVABLE DISK
 DQ2674'SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH PVC
 DQ2674'PIPE BACK FILLED WITH WASHED SAND.
 DQ2674
 DQ2674                          STATION RECOVERY (2021)
 DQ2674
 DQ2674'RECOVERY NOTE BY MN DEPT OF TRANSP 2021 (TJD)
 DQ2674'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DQ2676 ***********************************************************************
 DQ2676  DESIGNATION -  2180 AF
 DQ2676  PID         -  DQ2676
 DQ2676  STATE/COUNTY-  MN/DOUGLAS
 DQ2676  COUNTRY     -  US
 DQ2676  USGS QUAD   -  BRANDON (2019)
 DQ2676
 DQ2676                         *CURRENT SURVEY CONTROL
 DQ2676  ______________________________________________________________________
 DQ2676* NAD 83(1986) POSITION- 45 55 43.88   (N) 095 34 18.91   (W)   HD_HELD1
 DQ2676* NAVD 88 ORTHO HEIGHT -   430.375 (meters)     1411.99  (feet) ADJUSTED
 DQ2676  ______________________________________________________________________
 DQ2676  GEOID HEIGHT    -        -26.196 (meters)                     GEOID18
 DQ2676  DYNAMIC HEIGHT  -        430.368 (meters)     1411.97  (feet) COMP
 DQ2676  MODELED GRAVITY -    980,586.2   (mgal)                       NAVD 88
 DQ2676
 DQ2676  VERT ORDER      -  SECOND    CLASS I
 DQ2676
 DQ2676.The horizontal coordinates were determined by differentially corrected
 DQ2676.hand held GPS observations or other comparable positioning techniques
 DQ2676.and have an estimated accuracy of +/- 3 meters.
 DQ2676
 DQ2676.The orthometric height was determined by differential leveling and
 DQ2676.adjusted by the NATIONAL GEODETIC SURVEY
 DQ2676.in February 2018.
 DQ2676
 DQ2676.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ2676.GEOID18 height accuracy estimate available here.
 DQ2676
 DQ2676.Click photographs - Photos may exist for this station.
 DQ2676
 DQ2676.The dynamic height is computed by dividing the NAVD 88
 DQ2676.geopotential number by the normal gravity value computed on the
 DQ2676.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ2676.degrees latitude (g = 980.6199 gals.).
 DQ2676
 DQ2676.The modeled gravity was interpolated from observed gravity values.
 DQ2676
 DQ2676;                    North         East    Units  Estimated Accuracy
 DQ2676;SPC MN C     -   204,094.2     697,478.8     MT  (+/- 3 meters HH1 GPS) 
 DQ2676
 DQ2676_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUL0059789359(NAD 83)
 DQ2676
 DQ2676                          SUPERSEDED SURVEY CONTROL
 DQ2676
 DQ2676.No superseded survey control is available for this station.
 DQ2676
 DQ2676_MARKER: F = FLANGE-ENCASED ROD
 DQ2676_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DQ2676_STAMPING: 2180 AF 2015
 DQ2676_MARK LOGO: MNDT
 DQ2676_PROJECTION: RECESSED 5 CENTIMETERS
 DQ2676_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DQ2676_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ2676_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ2676+SATELLITE: SATELLITE OBSERVATIONS - July 07, 2015
 DQ2676_ROD/PIPE-DEPTH: 6.1 meters
 DQ2676
 DQ2676  HISTORY     - Date     Condition        Report By
 DQ2676  HISTORY     - 20150707 MONUMENTED       MNDT
 DQ2676
 DQ2676                          STATION DESCRIPTION
 DQ2676
 DQ2676'DESCRIBED BY MN DEPT OF TRANSP 2015
 DQ2676'THE MARK IS LOCATED ABOUT 3.6 MI (5.8 KM) WEST OF GARFIELD.
 DQ2676'
 DQ2676'TO REACH THE MARK GO 5.45 MI (8.77 KM) NORTHWEST ALONG INTERSTATE
 DQ2676'HIGHWAY 94 FROM THE JUNCTION OF INTERSTATE HIGHWAY 94 AND TRUNK
 DQ2676'HIGHWAY 114 AND COUNTY ROAD 40 (JUNCTION IS 4.0 MI (6.4 KM) SOUTH OF
 DQ2676'GARFIELD), AT INTERSTATE HIGHWAY 94 MILE POINT 92.10.
 DQ2676'
 DQ2676'THE MARK IS LOCATED 83.8 FT (25.5 M) NORTHEAST OF WESTBOUND INTERSTATE
 DQ2676'HIGHWAY 94, 14.2 FT (4.3 M) SOUTHWEST OF RIGHT-OF-WAY FENCE, 1.5 FT
 DQ2676'(0.5 M) SOUTHWEST OF A WITNESS POST.
 DQ2676'
 DQ2676'NOTE-THE STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM ROD
 DQ2676'DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION REMOVABLE DISK
 DQ2676'SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH PVC
 DQ2676'PIPE BACK FILLED WITH WASHED SAND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DQ2678 ***********************************************************************
 DQ2678  DESIGNATION -  2180 AG
 DQ2678  PID         -  DQ2678
 DQ2678  STATE/COUNTY-  MN/DOUGLAS
 DQ2678  COUNTRY     -  US
 DQ2678  USGS QUAD   -  BRANDON (2019)
 DQ2678
 DQ2678                         *CURRENT SURVEY CONTROL
 DQ2678  ______________________________________________________________________
 DQ2678* NAD 83(1986) POSITION- 45 57 23.74   (N) 095 36 59.90   (W)   HD_HELD1
 DQ2678* NAVD 88 ORTHO HEIGHT -   419.356 (meters)     1375.84  (feet) ADJUSTED
 DQ2678  ______________________________________________________________________
 DQ2678  GEOID HEIGHT    -        -26.260 (meters)                     GEOID18
 DQ2678  DYNAMIC HEIGHT  -        419.349 (meters)     1375.81  (feet) COMP
 DQ2678  MODELED GRAVITY -    980,584.7   (mgal)                       NAVD 88
 DQ2678
 DQ2678  VERT ORDER      -  SECOND    CLASS I
 DQ2678
 DQ2678.The horizontal coordinates were determined by differentially corrected
 DQ2678.hand held GPS observations or other comparable positioning techniques
 DQ2678.and have an estimated accuracy of +/- 3 meters.
 DQ2678
 DQ2678.The orthometric height was determined by differential leveling and
 DQ2678.adjusted by the NATIONAL GEODETIC SURVEY
 DQ2678.in February 2018.
 DQ2678
 DQ2678.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ2678.GEOID18 height accuracy estimate available here.
 DQ2678
 DQ2678.Click photographs - Photos may exist for this station.
 DQ2678
 DQ2678.The dynamic height is computed by dividing the NAVD 88
 DQ2678.geopotential number by the normal gravity value computed on the
 DQ2678.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ2678.degrees latitude (g = 980.6199 gals.).
 DQ2678
 DQ2678.The modeled gravity was interpolated from observed gravity values.
 DQ2678
 DQ2678;                    North         East    Units  Estimated Accuracy
 DQ2678;SPC MN C     -   207,235.6     694,064.1     MT  (+/- 3 meters HH1 GPS) 
 DQ2678
 DQ2678_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTL9723192554(NAD 83)
 DQ2678
 DQ2678                          SUPERSEDED SURVEY CONTROL
 DQ2678
 DQ2678.No superseded survey control is available for this station.
 DQ2678
 DQ2678_MARKER: F = FLANGE-ENCASED ROD
 DQ2678_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DQ2678_STAMPING: 2180 AG 2015
 DQ2678_MARK LOGO: MNDT
 DQ2678_PROJECTION: RECESSED 5 CENTIMETERS
 DQ2678_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DQ2678_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ2678_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ2678+SATELLITE: SATELLITE OBSERVATIONS - July 07, 2015
 DQ2678_ROD/PIPE-DEPTH: 7.3 meters
 DQ2678
 DQ2678  HISTORY     - Date     Condition        Report By
 DQ2678  HISTORY     - 20150707 MONUMENTED       MNDT
 DQ2678
 DQ2678                          STATION DESCRIPTION
 DQ2678
 DQ2678'DESCRIBED BY MN DEPT OF TRANSP 2015
 DQ2678'THE MARK IS LOCATED ABOUT 1.0 MI (1.6 KM) SOUTHWEST OF BRANDON.
 DQ2678'
 DQ2678'TO REACH THE MARK GO 1.0 MI (1.6 KM) NORTHWEST ALONG INTERSTATE
 DQ2678'HIGHWAY 94 FROM THE JUNCTION OF INTERSTATE HIGHWAY 94 AND COUNTY ROAD
 DQ2678'7 (JUNCTION IS 1.5 MI (2.4 KM) SOUTH OF BRANDON), AT INTERSTATE
 DQ2678'HIGHWAY 94 MILE POINT 89.15.
 DQ2678'
 DQ2678'THE MARK IS LOCATED 84.7 FT (25.8 M) EAST-NORTHEAST OF WESTBOUND
 DQ2678'INTERSTATE HIGHWAY 94, 13.7 FT (4.2 M) WEST-SOUTHWEST OF RIGHT-OF-WAY
 DQ2678'FENCE, 1.5 FT (0.5 M) WEST-SOUTHWEST OF A WITNESS POST.
 DQ2678'
 DQ2678'NOTE-THE STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM ROD
 DQ2678'DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION REMOVABLE DISK
 DQ2678'SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH PVC
 DQ2678'PIPE BACK FILLED WITH WASHED SAND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DQ2679 ***********************************************************************
 DQ2679  DESIGNATION -  2180 AH
 DQ2679  PID         -  DQ2679
 DQ2679  STATE/COUNTY-  MN/DOUGLAS
 DQ2679  COUNTRY     -  US
 DQ2679  USGS QUAD   -  QUAM LAKE (2019)
 DQ2679
 DQ2679                         *CURRENT SURVEY CONTROL
 DQ2679  ______________________________________________________________________
 DQ2679* NAD 83(1986) POSITION- 45 57 54.25   (N) 095 37 52.90   (W)   HD_HELD1
 DQ2679* NAVD 88 ORTHO HEIGHT -   416.357 (meters)     1366.00  (feet) ADJUSTED
 DQ2679  ______________________________________________________________________
 DQ2679  GEOID HEIGHT    -        -26.277 (meters)                     GEOID18
 DQ2679  DYNAMIC HEIGHT  -        416.350 (meters)     1365.98  (feet) COMP
 DQ2679  MODELED GRAVITY -    980,585.4   (mgal)                       NAVD 88
 DQ2679
 DQ2679  VERT ORDER      -  SECOND    CLASS I
 DQ2679
 DQ2679.The horizontal coordinates were determined by differentially corrected
 DQ2679.hand held GPS observations or other comparable positioning techniques
 DQ2679.and have an estimated accuracy of +/- 3 meters.
 DQ2679
 DQ2679.The orthometric height was determined by differential leveling and
 DQ2679.adjusted by the NATIONAL GEODETIC SURVEY
 DQ2679.in February 2018.
 DQ2679
 DQ2679.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ2679.GEOID18 height accuracy estimate available here.
 DQ2679
 DQ2679.Click photographs - Photos may exist for this station.
 DQ2679
 DQ2679.The dynamic height is computed by dividing the NAVD 88
 DQ2679.geopotential number by the normal gravity value computed on the
 DQ2679.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ2679.degrees latitude (g = 980.6199 gals.).
 DQ2679
 DQ2679.The modeled gravity was interpolated from observed gravity values.
 DQ2679
 DQ2679;                    North         East    Units  Estimated Accuracy
 DQ2679;SPC MN C     -   208,197.2     692,939.5     MT  (+/- 3 meters HH1 GPS) 
 DQ2679
 DQ2679_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTL9612193533(NAD 83)
 DQ2679
 DQ2679                          SUPERSEDED SURVEY CONTROL
 DQ2679
 DQ2679.No superseded survey control is available for this station.
 DQ2679
 DQ2679_MARKER: I = METAL ROD
 DQ2679_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DQ2679_STAMPING: 2180 AH 2015
 DQ2679_MARK LOGO: MNDT
 DQ2679_PROJECTION: RECESSED 5 CENTIMETERS
 DQ2679_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DQ2679_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ2679_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ2679+SATELLITE: SATELLITE OBSERVATIONS - June 15, 2021
 DQ2679_ROD/PIPE-DEPTH: 5.2 meters
 DQ2679
 DQ2679  HISTORY     - Date     Condition        Report By
 DQ2679  HISTORY     - 20150707 MONUMENTED       MNDT
 DQ2679  HISTORY     - 20210615 GOOD             MNDT
 DQ2679
 DQ2679                          STATION DESCRIPTION
 DQ2679
 DQ2679'DESCRIBED BY MN DEPT OF TRANSP 2015
 DQ2679'THE MARK IS LOCATED ABOUT 1.7 MI (2.7 KM) WEST OF BRANDON.
 DQ2679'
 DQ2679'TO REACH THE MARK GO 1.85 MI (2.98 KM) NORTHWEST ALONG INTERSTATE
 DQ2679'HIGHWAY 94 FROM THE JUNCTION OF INTERSTATE HIGHWAY 94 AND COUNTY ROAD
 DQ2679'7 (JUNCTION IS 1.5 MI (2.4 KM) SOUTH OF BRANDON), AT INTERSTATE
 DQ2679'HIGHWAY 94 MILE POINT 88.25.
 DQ2679'
 DQ2679'THE MARK IS LOCATED 77.9 FT (23.7 M) NORTHEAST OF WESTBOUND INTERSTATE
 DQ2679'HIGHWAY 94, 19.8 FT (6.0 M) SOUTHWEST OF RIGHT-OF-WAY FENCE, 1.5 FT
 DQ2679'(0.5 M) SOUTHWEST OF A WITNESS POST.
 DQ2679'
 DQ2679'NOTE-THE STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM ROD
 DQ2679'DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION REMOVABLE DISK
 DQ2679'SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH PVC
 DQ2679'PIPE BACK FILLED WITH WASHED SAND.
 DQ2679
 DQ2679                          STATION RECOVERY (2021)
 DQ2679
 DQ2679'RECOVERY NOTE BY MN DEPT OF TRANSP 2021 (TJD)
 DQ2679'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DQ2681 ***********************************************************************
 DQ2681  DESIGNATION -  2180 AJ
 DQ2681  PID         -  DQ2681
 DQ2681  STATE/COUNTY-  MN/DOUGLAS
 DQ2681  COUNTRY     -  US
 DQ2681  USGS QUAD   -  QUAM LAKE (2019)
 DQ2681
 DQ2681                         *CURRENT SURVEY CONTROL
 DQ2681  ______________________________________________________________________
 DQ2681* NAD 83(1986) POSITION- 45 58 34.69   (N) 095 39 44.67   (W)   HD_HELD1
 DQ2681* NAVD 88 ORTHO HEIGHT -   415.896 (meters)     1364.49  (feet) ADJUSTED
 DQ2681  ______________________________________________________________________
 DQ2681  GEOID HEIGHT    -        -26.304 (meters)                     GEOID18
 DQ2681  DYNAMIC HEIGHT  -        415.889 (meters)     1364.46  (feet) COMP
 DQ2681  MODELED GRAVITY -    980,586.8   (mgal)                       NAVD 88
 DQ2681
 DQ2681  VERT ORDER      -  SECOND    CLASS I
 DQ2681
 DQ2681.The horizontal coordinates were determined by differentially corrected
 DQ2681.hand held GPS observations or other comparable positioning techniques
 DQ2681.and have an estimated accuracy of +/- 3 meters.
 DQ2681
 DQ2681.The orthometric height was determined by differential leveling and
 DQ2681.adjusted by the NATIONAL GEODETIC SURVEY
 DQ2681.in February 2018.
 DQ2681
 DQ2681.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ2681.GEOID18 height accuracy estimate available here.
 DQ2681
 DQ2681.Click photographs - Photos may exist for this station.
 DQ2681
 DQ2681.The dynamic height is computed by dividing the NAVD 88
 DQ2681.geopotential number by the normal gravity value computed on the
 DQ2681.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ2681.degrees latitude (g = 980.6199 gals.).
 DQ2681
 DQ2681.The modeled gravity was interpolated from observed gravity values.
 DQ2681
 DQ2681;                    North         East    Units  Estimated Accuracy
 DQ2681;SPC MN C     -   209,488.0     690,555.7     MT  (+/- 3 meters HH1 GPS) 
 DQ2681
 DQ2681_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTL9375894861(NAD 83)
 DQ2681
 DQ2681                          SUPERSEDED SURVEY CONTROL
 DQ2681
 DQ2681.No superseded survey control is available for this station.
 DQ2681
 DQ2681_MARKER: F = FLANGE-ENCASED ROD
 DQ2681_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DQ2681_STAMPING: 2180 AJ 2015
 DQ2681_MARK LOGO: MNDT
 DQ2681_PROJECTION: RECESSED 5 CENTIMETERS
 DQ2681_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DQ2681_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ2681_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ2681+SATELLITE: SATELLITE OBSERVATIONS - July 07, 2015
 DQ2681_ROD/PIPE-DEPTH: 7.3 meters
 DQ2681
 DQ2681  HISTORY     - Date     Condition        Report By
 DQ2681  HISTORY     - 20150707 MONUMENTED       MNDT
 DQ2681
 DQ2681                          STATION DESCRIPTION
 DQ2681
 DQ2681'DESCRIBED BY MN DEPT OF TRANSP 2015
 DQ2681'THE MARK IS LOCATED ABOUT 3.2 MI (5.1 KM) WEST-NORTHWEST OF BRANDON.
 DQ2681'
 DQ2681'TO REACH THE MARK GO 3.65 MI (5.87 KM) NORTHWEST ALONG INTERSTATE
 DQ2681'HIGHWAY 94 FROM THE JUNCTION OF INTERSTATE HIGHWAY 94 AND COUNTY ROAD
 DQ2681'7 (JUNCTION IS 1.5 MI (2.4 KM) SOUTH OF BRANDON), AT INTERSTATE
 DQ2681'HIGHWAY 94 MILE POINT 86.55.
 DQ2681'
 DQ2681'THE MARK IS LOCATED 88.5 FT (27.0 M) NORTHEAST OF WESTBOUND INTERSTATE
 DQ2681'HIGHWAY 94, 8.9 FT (2.7 M) SOUTHWEST OF RIGHT-OF-WAY FENCE, 1.5 FT
 DQ2681'(0.5 M) SOUTHWEST OF A WITNESS POST.
 DQ2681'
 DQ2681'NOTE-THE STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM ROD
 DQ2681'DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION REMOVABLE DISK
 DQ2681'SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH PVC
 DQ2681'PIPE BACK FILLED WITH WASHED SAND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DQ2683 ***********************************************************************
 DQ2683  DESIGNATION -  2180 AK
 DQ2683  PID         -  DQ2683
 DQ2683  STATE/COUNTY-  MN/DOUGLAS
 DQ2683  COUNTRY     -  US
 DQ2683  USGS QUAD   -  QUAM LAKE (2019)
 DQ2683
 DQ2683                         *CURRENT SURVEY CONTROL
 DQ2683  ______________________________________________________________________
 DQ2683* NAD 83(1986) POSITION- 45 59 09.54   (N) 095 41 38.60   (W)   HD_HELD1
 DQ2683* NAVD 88 ORTHO HEIGHT -   410.464 (meters)     1346.66  (feet) ADJUSTED
 DQ2683  ______________________________________________________________________
 DQ2683  GEOID HEIGHT    -        -26.331 (meters)                     GEOID18
 DQ2683  DYNAMIC HEIGHT  -        410.458 (meters)     1346.64  (feet) COMP
 DQ2683  MODELED GRAVITY -    980,587.9   (mgal)                       NAVD 88
 DQ2683
 DQ2683  VERT ORDER      -  SECOND    CLASS I
 DQ2683
 DQ2683.The horizontal coordinates were determined by differentially corrected
 DQ2683.hand held GPS observations or other comparable positioning techniques
 DQ2683.and have an estimated accuracy of +/- 3 meters.
 DQ2683
 DQ2683.The orthometric height was determined by differential leveling and
 DQ2683.adjusted by the NATIONAL GEODETIC SURVEY
 DQ2683.in February 2018.
 DQ2683
 DQ2683.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ2683.GEOID18 height accuracy estimate available here.
 DQ2683
 DQ2683.Click photographs - Photos may exist for this station.
 DQ2683
 DQ2683.The dynamic height is computed by dividing the NAVD 88
 DQ2683.geopotential number by the normal gravity value computed on the
 DQ2683.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ2683.degrees latitude (g = 980.6199 gals.).
 DQ2683
 DQ2683.The modeled gravity was interpolated from observed gravity values.
 DQ2683
 DQ2683;                    North         East    Units  Estimated Accuracy
 DQ2683;SPC MN C     -   210,608.0     688,123.3     MT  (+/- 3 meters HH1 GPS) 
 DQ2683
 DQ2683_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTL9134296019(NAD 83)
 DQ2683
 DQ2683                          SUPERSEDED SURVEY CONTROL
 DQ2683
 DQ2683.No superseded survey control is available for this station.
 DQ2683
 DQ2683_MARKER: F = FLANGE-ENCASED ROD
 DQ2683_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DQ2683_STAMPING: 2180 AK 2015
 DQ2683_MARK LOGO: MNDT
 DQ2683_PROJECTION: RECESSED 5 CENTIMETERS
 DQ2683_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DQ2683_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ2683_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ2683+SATELLITE: SATELLITE OBSERVATIONS - July 07, 2015
 DQ2683_ROD/PIPE-DEPTH: 12.2 meters
 DQ2683
 DQ2683  HISTORY     - Date     Condition        Report By
 DQ2683  HISTORY     - 20150707 MONUMENTED       MNDT
 DQ2683
 DQ2683                          STATION DESCRIPTION
 DQ2683
 DQ2683'DESCRIBED BY MN DEPT OF TRANSP 2015
 DQ2683'THE MARK IS LOCATED ABOUT 1.3 MI (2.1 KM) SOUTH OF EVANSVILLE.
 DQ2683'
 DQ2683'TO REACH THE MARK GO 2.0 MI (3.2 KM) SOUTHEAST ALONG INTERSTATE
 DQ2683'HIGHWAY 94 FROM THE JUNCTION OF INTERSTATE HIGHWAY 94 AND TRUNK
 DQ2683'HIGHWAY 79 AND COUNTY ROAD 41 (JUNCTION IS 2.0 MI (3.2 KM) WEST OF
 DQ2683'EVANSVILLE), AT INTERSTATE HIGHWAY 94 MILE POINT 84.80.
 DQ2683'
 DQ2683'THE MARK IS LOCATED 91.5 FT (27.9 M) NORTH OF WESTBOUND INTERSTATE
 DQ2683'HIGHWAY 94, 5.3 FT (1.6 M) SOUTH OF RIGHT-OF-WAY FENCE, 1.5 FT (0.5 M)
 DQ2683'SOUTH OF A WITNESS POST.
 DQ2683'
 DQ2683'NOTE-THE STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM ROD
 DQ2683'DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION REMOVABLE DISK
 DQ2683'SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH PVC
 DQ2683'PIPE BACK FILLED WITH WASHED SAND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DQ2686 ***********************************************************************
 DQ2686  DESIGNATION -  2180 AL
 DQ2686  PID         -  DQ2686
 DQ2686  STATE/COUNTY-  MN/DOUGLAS
 DQ2686  COUNTRY     -  US
 DQ2686  USGS QUAD   -  QUAM LAKE (2019)
 DQ2686
 DQ2686                         *CURRENT SURVEY CONTROL
 DQ2686  ______________________________________________________________________
 DQ2686* NAD 83(1986) POSITION- 45 59 19.97   (N) 095 42 36.74   (W)   HD_HELD1
 DQ2686* NAVD 88 ORTHO HEIGHT -   406.776 (meters)     1334.56  (feet) ADJUSTED
 DQ2686  ______________________________________________________________________
 DQ2686  GEOID HEIGHT    -        -26.341 (meters)                     GEOID18
 DQ2686  DYNAMIC HEIGHT  -        406.770 (meters)     1334.54  (feet) COMP
 DQ2686  MODELED GRAVITY -    980,588.1   (mgal)                       NAVD 88
 DQ2686
 DQ2686  VERT ORDER      -  SECOND    CLASS I
 DQ2686
 DQ2686.The horizontal coordinates were determined by differentially corrected
 DQ2686.hand held GPS observations or other comparable positioning techniques
 DQ2686.and have an estimated accuracy of +/- 3 meters.
 DQ2686
 DQ2686.The orthometric height was determined by differential leveling and
 DQ2686.adjusted by the NATIONAL GEODETIC SURVEY
 DQ2686.in February 2018.
 DQ2686
 DQ2686.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ2686.GEOID18 height accuracy estimate available here.
 DQ2686
 DQ2686.Click photographs - Photos may exist for this station.
 DQ2686
 DQ2686.The dynamic height is computed by dividing the NAVD 88
 DQ2686.geopotential number by the normal gravity value computed on the
 DQ2686.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ2686.degrees latitude (g = 980.6199 gals.).
 DQ2686
 DQ2686.The modeled gravity was interpolated from observed gravity values.
 DQ2686
 DQ2686;                    North         East    Units  Estimated Accuracy
 DQ2686;SPC MN C     -   210,952.9     686,878.2     MT  (+/- 3 meters HH1 GPS) 
 DQ2686
 DQ2686_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTL9010396383(NAD 83)
 DQ2686
 DQ2686                          SUPERSEDED SURVEY CONTROL
 DQ2686
 DQ2686.No superseded survey control is available for this station.
 DQ2686
 DQ2686_MARKER: F = FLANGE-ENCASED ROD
 DQ2686_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DQ2686_STAMPING: 2180 AL 2015
 DQ2686_MARK LOGO: MNDT
 DQ2686_PROJECTION: RECESSED 5 CENTIMETERS
 DQ2686_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DQ2686_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ2686_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ2686+SATELLITE: SATELLITE OBSERVATIONS - July 07, 2015
 DQ2686_ROD/PIPE-DEPTH: 10.1 meters
 DQ2686
 DQ2686  HISTORY     - Date     Condition        Report By
 DQ2686  HISTORY     - 20150707 MONUMENTED       MNDT
 DQ2686
 DQ2686                          STATION DESCRIPTION
 DQ2686
 DQ2686'DESCRIBED BY MN DEPT OF TRANSP 2015
 DQ2686'THE MARK IS LOCATED ABOUT 1.6 MI (2.6 KM) SOUTHWEST OF EVANSVILLE.
 DQ2686'
 DQ2686'TO REACH THE MARK GO 1.2 MI (1.9 KM) SOUTHEAST ALONG INTERSTATE
 DQ2686'HIGHWAY 94 FROM THE JUNCTION OF INTERSTATE HIGHWAY 94 TRUNK HIGHWAY 79
 DQ2686'AND COUNTY ROAD 41 (JUNCTION IS 2.0 MI (3.2 KM) WEST OF EVANSVILLE),
 DQ2686'AT INTERSTATE HIGHWAY 94 MILE POINT 84.00.
 DQ2686'
 DQ2686'THE MARK IS LOCATED 94.6 FT (28.8 M) NORTHEAST OF WESTBOUND INTERSTATE
 DQ2686'HIGHWAY 94, 66.7 FT (20.3 M) EAST-NORTHEAST OF MILE POINT 84, 3.2 FT
 DQ2686'(1.0 M) SOUTHWEST OF RIGHT-OF-WAY FENCE, 1.5 FT (0.5 M) SOUTHWEST OF A
 DQ2686'WITNESS POST.
 DQ2686'
 DQ2686'NOTE-THE STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM ROD
 DQ2686'DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION REMOVABLE DISK
 DQ2686'SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH PVC
 DQ2686'PIPE BACK FILLED WITH WASHED SAND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DQ2687 ***********************************************************************
 DQ2687  DESIGNATION -  2180 AM
 DQ2687  PID         -  DQ2687
 DQ2687  STATE/COUNTY-  MN/DOUGLAS
 DQ2687  COUNTRY     -  US
 DQ2687  USGS QUAD   -  QUAM LAKE (2019)
 DQ2687
 DQ2687                         *CURRENT SURVEY CONTROL
 DQ2687  ______________________________________________________________________
 DQ2687* NAD 83(1986) POSITION- 45 59 38.27   (N) 095 43 28.05   (W)   HD_HELD1
 DQ2687* NAVD 88 ORTHO HEIGHT -   411.432 (meters)     1349.84  (feet) ADJUSTED
 DQ2687  ______________________________________________________________________
 DQ2687  GEOID HEIGHT    -        -26.353 (meters)                     GEOID18
 DQ2687  DYNAMIC HEIGHT  -        411.426 (meters)     1349.82  (feet) COMP
 DQ2687  MODELED GRAVITY -    980,588.3   (mgal)                       NAVD 88
 DQ2687
 DQ2687  VERT ORDER      -  SECOND    CLASS I
 DQ2687
 DQ2687.The horizontal coordinates were determined by differentially corrected
 DQ2687.hand held GPS observations or other comparable positioning techniques
 DQ2687.and have an estimated accuracy of +/- 3 meters.
 DQ2687
 DQ2687.The orthometric height was determined by differential leveling and
 DQ2687.adjusted by the NATIONAL GEODETIC SURVEY
 DQ2687.in February 2018.
 DQ2687
 DQ2687.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ2687.GEOID18 height accuracy estimate available here.
 DQ2687
 DQ2687.Click photographs - Photos may exist for this station.
 DQ2687
 DQ2687.The dynamic height is computed by dividing the NAVD 88
 DQ2687.geopotential number by the normal gravity value computed on the
 DQ2687.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ2687.degrees latitude (g = 980.6199 gals.).
 DQ2687
 DQ2687.The modeled gravity was interpolated from observed gravity values.
 DQ2687
 DQ2687;                    North         East    Units  Estimated Accuracy
 DQ2687;SPC MN C     -   211,538.2     685,784.7     MT  (+/- 3 meters HH1 GPS) 
 DQ2687
 DQ2687_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTL8901896986(NAD 83)
 DQ2687
 DQ2687                          SUPERSEDED SURVEY CONTROL
 DQ2687
 DQ2687.No superseded survey control is available for this station.
 DQ2687
 DQ2687_MARKER: F = FLANGE-ENCASED ROD
 DQ2687_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DQ2687_STAMPING: 2180 AM 2015
 DQ2687_MARK LOGO: MNDT
 DQ2687_PROJECTION: RECESSED 5 CENTIMETERS
 DQ2687_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DQ2687_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ2687_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ2687+SATELLITE: SATELLITE OBSERVATIONS - July 07, 2015
 DQ2687_ROD/PIPE-DEPTH: 12.2 meters
 DQ2687
 DQ2687  HISTORY     - Date     Condition        Report By
 DQ2687  HISTORY     - 20150707 MONUMENTED       MNDT
 DQ2687
 DQ2687                          STATION DESCRIPTION
 DQ2687
 DQ2687'DESCRIBED BY MN DEPT OF TRANSP 2015
 DQ2687'THE MARK IS LOCATED ABOUT 2.0 MI (3.2 KM) SOUTHWEST OF EVANSVILLE.
 DQ2687'
 DQ2687'TO REACH THE MARK GO 0.4 MI (0.6 KM) SOUTHEAST ALONG INTERSTATE
 DQ2687'HIGHWAY 94 FROM THE JUNCTION OF INTERSTATE HIGHWAY 94 AND TRUNK
 DQ2687'HIGHWAY 79 AND COUNTY ROAD 41 (JUNCTION IS 2.0 MI (3.2 KM) WEST OF
 DQ2687'EVANSVILLE), AT INTERSTATE HIGHWAY 94 MILE POINT 83.20.
 DQ2687'
 DQ2687'THE MARK IS LOCATED 92.5 FT (28.2 M) NORTHEAST OF WESTBOUND INTERSTATE
 DQ2687'HIGHWAY 94, 5.7 FT (1.7 M) SOUTHWEST OF RIGHT-OF-WAY FENCE, 1.5 FT
 DQ2687'(0.5 M) SOUTHWEST OF A WITNESS POST.
 DQ2687'
 DQ2687'NOTE-THE STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM ROD
 DQ2687'DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION REMOVABLE DISK
 DQ2687'SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH PVC
 DQ2687'PIPE BACK FILLED WITH WASHED SAND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DQ2688 ***********************************************************************
 DQ2688  DESIGNATION -  2180 AN
 DQ2688  PID         -  DQ2688
 DQ2688  STATE/COUNTY-  MN/DOUGLAS
 DQ2688  COUNTRY     -  US
 DQ2688  USGS QUAD   -  QUAM LAKE (2019)
 DQ2688
 DQ2688                         *CURRENT SURVEY CONTROL
 DQ2688  ______________________________________________________________________
 DQ2688* NAD 83(1986) POSITION- 45 59 57.76   (N) 095 43 47.39   (W)   HD_HELD1
 DQ2688* NAVD 88 ORTHO HEIGHT -   417.020 (meters)     1368.17  (feet) ADJUSTED
 DQ2688  ______________________________________________________________________
 DQ2688  GEOID HEIGHT    -        -26.362 (meters)                     GEOID18
 DQ2688  DYNAMIC HEIGHT  -        417.014 (meters)     1368.15  (feet) COMP
 DQ2688  MODELED GRAVITY -    980,588.6   (mgal)                       NAVD 88
 DQ2688
 DQ2688  VERT ORDER      -  SECOND    CLASS I
 DQ2688
 DQ2688.The horizontal coordinates were determined by differentially corrected
 DQ2688.hand held GPS observations or other comparable positioning techniques
 DQ2688.and have an estimated accuracy of +/- 3 meters.
 DQ2688
 DQ2688.The orthometric height was determined by differential leveling and
 DQ2688.adjusted by the NATIONAL GEODETIC SURVEY
 DQ2688.in February 2018.
 DQ2688
 DQ2688.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ2688.GEOID18 height accuracy estimate available here.
 DQ2688
 DQ2688.Click photographs - Photos may exist for this station.
 DQ2688
 DQ2688.The dynamic height is computed by dividing the NAVD 88
 DQ2688.geopotential number by the normal gravity value computed on the
 DQ2688.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ2688.degrees latitude (g = 980.6199 gals.).
 DQ2688
 DQ2688.The modeled gravity was interpolated from observed gravity values.
 DQ2688
 DQ2688;                    North         East    Units  Estimated Accuracy
 DQ2688;SPC MN C     -   212,147.6     685,379.8     MT  (+/- 3 meters HH1 GPS) 
 DQ2688
 DQ2688_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTL8862397601(NAD 83)
 DQ2688
 DQ2688                          SUPERSEDED SURVEY CONTROL
 DQ2688
 DQ2688.No superseded survey control is available for this station.
 DQ2688
 DQ2688_MARKER: F = FLANGE-ENCASED ROD
 DQ2688_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DQ2688_STAMPING: 2180 AN 2015
 DQ2688_MARK LOGO: MNDT
 DQ2688_PROJECTION: RECESSED 5 CENTIMETERS
 DQ2688_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DQ2688_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ2688_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ2688+SATELLITE: SATELLITE OBSERVATIONS - July 07, 2015
 DQ2688_ROD/PIPE-DEPTH: 8.5 meters
 DQ2688
 DQ2688  HISTORY     - Date     Condition        Report By
 DQ2688  HISTORY     - 20150707 MONUMENTED       MNDT
 DQ2688
 DQ2688                          STATION DESCRIPTION
 DQ2688
 DQ2688'DESCRIBED BY MN DEPT OF TRANSP 2015
 DQ2688'THE MARK IS LOCATED ABOUT 2.0 MI (3.2 KM) WEST OF EVANSVILLE.
 DQ2688'
 DQ2688'TO REACH THE MARK AT THE JUNCTION OF INTERSTATE HIGHWAY 94 AND TRUNK
 DQ2688'HIGHWAY 79 AND COUNTY ROAD 41 (JUNCTION IS 2.0 MI (3.2 KM) WEST OF
 DQ2688'EVANSVILLE), AT INTERSTATE HIGHWAY 94 MILE POINT 82.75.
 DQ2688'
 DQ2688'THE MARK IS LOCATED 79.0 FT (24.1 M) NORTHEAST OF WESTBOUND INTERSTATE
 DQ2688'HIGHWAY 94, 236.5 FT (72.1 M) NORTHWEST OF TRUNK HIGHWAY 79/COUNTY
 DQ2688'ROAD 41, 1.5 FT (0.5 M) SOUTHWEST OF A WITNESS POST.
 DQ2688'
 DQ2688'NOTE-THE STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM ROD
 DQ2688'DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION REMOVABLE DISK
 DQ2688'SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH PVC
 DQ2688'PIPE BACK FILLED WITH WASHED SAND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DQ2685 ***********************************************************************
 DQ2685  DESIGNATION -  2180 AP
 DQ2685  PID         -  DQ2685
 DQ2685  STATE/COUNTY-  MN/DOUGLAS
 DQ2685  COUNTRY     -  US
 DQ2685  USGS QUAD   -  QUAM LAKE (2019)
 DQ2685
 DQ2685                         *CURRENT SURVEY CONTROL
 DQ2685  ______________________________________________________________________
 DQ2685* NAD 83(1986) POSITION- 45 59 07.52   (N) 095 42 02.45   (W)   HD_HELD1
 DQ2685* NAVD 88 ORTHO HEIGHT -   420.126 (meters)     1378.36  (feet) ADJUSTED
 DQ2685  ______________________________________________________________________
 DQ2685  GEOID HEIGHT    -        -26.332 (meters)                     GEOID18
 DQ2685  DYNAMIC HEIGHT  -        420.120 (meters)     1378.34  (feet) COMP
 DQ2685  MODELED GRAVITY -    980,587.9   (mgal)                       NAVD 88
 DQ2685
 DQ2685  VERT ORDER      -  SECOND    CLASS I
 DQ2685
 DQ2685.The horizontal coordinates were determined by differentially corrected
 DQ2685.hand held GPS observations or other comparable positioning techniques
 DQ2685.and have an estimated accuracy of +/- 3 meters.
 DQ2685
 DQ2685.The orthometric height was determined by differential leveling and
 DQ2685.adjusted by the NATIONAL GEODETIC SURVEY
 DQ2685.in February 2018.
 DQ2685
 DQ2685.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ2685.GEOID18 height accuracy estimate available here.
 DQ2685
 DQ2685.Click photographs - Photos may exist for this station.
 DQ2685
 DQ2685.The dynamic height is computed by dividing the NAVD 88
 DQ2685.geopotential number by the normal gravity value computed on the
 DQ2685.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ2685.degrees latitude (g = 980.6199 gals.).
 DQ2685
 DQ2685.The modeled gravity was interpolated from observed gravity values.
 DQ2685
 DQ2685;                    North         East    Units  Estimated Accuracy
 DQ2685;SPC MN C     -   210,555.0     687,609.0     MT  (+/- 3 meters HH1 GPS) 
 DQ2685
 DQ2685_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTL9082795974(NAD 83)
 DQ2685
 DQ2685                          SUPERSEDED SURVEY CONTROL
 DQ2685
 DQ2685.No superseded survey control is available for this station.
 DQ2685
 DQ2685_MARKER: F = FLANGE-ENCASED ROD
 DQ2685_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DQ2685_STAMPING: 2180 AP 2015
 DQ2685_MARK LOGO: MNDT
 DQ2685_PROJECTION: RECESSED 5 CENTIMETERS
 DQ2685_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DQ2685_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ2685_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ2685+SATELLITE: SATELLITE OBSERVATIONS - July 07, 2015
 DQ2685_ROD/PIPE-DEPTH: 7.6 meters
 DQ2685
 DQ2685  HISTORY     - Date     Condition        Report By
 DQ2685  HISTORY     - 20150707 MONUMENTED       MNDT
 DQ2685
 DQ2685                          STATION DESCRIPTION
 DQ2685
 DQ2685'DESCRIBED BY MN DEPT OF TRANSP 2015
 DQ2685'THE MARK IS LOCATED ABOUT 1.6 MI (2.6 KM) SOUTHWEST OF EVANSVILLE.
 DQ2685'
 DQ2685'TO REACH THE MARK GO 1.8 MI (2.9 KM) SOUTHEAST ALONG INTERSTATE
 DQ2685'HIGHWAY 94 FROM THE JUNCTION OF INTERSTATE HIGHWAY 94 AND TRUNK
 DQ2685'HIGHWAY 79 AND COUNTY ROAD 41 (JUNCTION IS 2.0 MI (3.2 KM) WEST OF
 DQ2685'EVANSVILLE), AT INTERSTATE HIGHWAY 94 MILE POINT 84.55.
 DQ2685'
 DQ2685'THE MARK IS LOCATED 121.3 FT (37.0 M) SOUTH OF EASTBOUND INTERSTATE
 DQ2685'HIGHWAY 94, 6.9 FT (2.1 M) NORTH OF RIGHT-OF-WAY FENCE, 1.5 FT (0.5 M)
 DQ2685'NORTH OF A WITNESS POST.
 DQ2685'
 DQ2685'NOTE-THE STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM ROD
 DQ2685'DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION REMOVABLE DISK
 DQ2685'SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH PVC
 DQ2685'PIPE BACK FILLED WITH WASHED SAND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DQ2682 ***********************************************************************
 DQ2682  DESIGNATION -  2180 AQ
 DQ2682  PID         -  DQ2682
 DQ2682  STATE/COUNTY-  MN/DOUGLAS
 DQ2682  COUNTRY     -  US
 DQ2682  USGS QUAD   -  QUAM LAKE (2019)
 DQ2682
 DQ2682                         *CURRENT SURVEY CONTROL
 DQ2682  ______________________________________________________________________
 DQ2682* NAD 83(1986) POSITION- 45 59 05.97   (N) 095 41 05.59   (W)   HD_HELD1
 DQ2682* NAVD 88 ORTHO HEIGHT -   410.421 (meters)     1346.52  (feet) ADJUSTED
 DQ2682  ______________________________________________________________________
 DQ2682  GEOID HEIGHT    -        -26.326 (meters)                     GEOID18
 DQ2682  DYNAMIC HEIGHT  -        410.415 (meters)     1346.50  (feet) COMP
 DQ2682  MODELED GRAVITY -    980,587.7   (mgal)                       NAVD 88
 DQ2682
 DQ2682  VERT ORDER      -  SECOND    CLASS I
 DQ2682
 DQ2682.The horizontal coordinates were determined by differentially corrected
 DQ2682.hand held GPS observations or other comparable positioning techniques
 DQ2682.and have an estimated accuracy of +/- 3 meters.
 DQ2682
 DQ2682.The orthometric height was determined by differential leveling and
 DQ2682.adjusted by the NATIONAL GEODETIC SURVEY
 DQ2682.in February 2018.
 DQ2682
 DQ2682.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ2682.GEOID18 height accuracy estimate available here.
 DQ2682
 DQ2682.Click photographs - Photos may exist for this station.
 DQ2682
 DQ2682.The dynamic height is computed by dividing the NAVD 88
 DQ2682.geopotential number by the normal gravity value computed on the
 DQ2682.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ2682.degrees latitude (g = 980.6199 gals.).
 DQ2682
 DQ2682.The modeled gravity was interpolated from observed gravity values.
 DQ2682
 DQ2682;                    North         East    Units  Estimated Accuracy
 DQ2682;SPC MN C     -   210,484.9     688,831.6     MT  (+/- 3 meters HH1 GPS) 
 DQ2682
 DQ2682_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTL9204995885(NAD 83)
 DQ2682
 DQ2682                          SUPERSEDED SURVEY CONTROL
 DQ2682
 DQ2682.No superseded survey control is available for this station.
 DQ2682
 DQ2682_MARKER: F = FLANGE-ENCASED ROD
 DQ2682_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DQ2682_STAMPING: 2180 AQ 2015
 DQ2682_MARK LOGO: MNDT
 DQ2682_PROJECTION: RECESSED 5 CENTIMETERS
 DQ2682_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DQ2682_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ2682_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ2682+SATELLITE: SATELLITE OBSERVATIONS - July 08, 2015
 DQ2682_ROD/PIPE-DEPTH: 6.1 meters
 DQ2682
 DQ2682  HISTORY     - Date     Condition        Report By
 DQ2682  HISTORY     - 20150708 MONUMENTED       MNDT
 DQ2682
 DQ2682                          STATION DESCRIPTION
 DQ2682
 DQ2682'DESCRIBED BY MN DEPT OF TRANSP 2015
 DQ2682'THE MARK IS LOCATED ABOUT 1.5 MI (2.4 KM) SOUTH OF EVANSVILLE.
 DQ2682'
 DQ2682'TO REACH THE MARK GO 2.55 MI (4.10 KM) SOUTHEAST ALONG INTERSTATE
 DQ2682'HIGHWAY 94  FROM THE JUNCTION OF INTERSTATE HIGHWAY 94 AND TRUNK
 DQ2682'HIGHWAY 79 AND COUNTY ROAD 41 (JUNCTION IS 2.0 MI (3.2 KM) WEST OF
 DQ2682'EVANSVILLE), AT INTERSTATE HIGHWAY 94 MILE POINT 85.30.
 DQ2682'
 DQ2682'THE MARK IS LOCATED 91.7 FT (28.0 M) SOUTH OF EASTBOUND INTERSTATE
 DQ2682'HIGHWAY 94, 5.4 FT (1.6 M) NORTH OF RIGHT-OF-WAY FENCE, 4.0 FT (1.2 M)
 DQ2682'NORTHEAST OF FIBER OPTIC CABLE MARKER, 1.5 FT (0.5 M) NORTH OF A
 DQ2682'WITNESS POST.
 DQ2682'
 DQ2682'NOTE - THE STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM
 DQ2682'ROD DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION REMOVABLE
 DQ2682'DISK SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH
 DQ2682'PVC PIPE BACK FILLED WITH WASHED SAND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DQ2680 ***********************************************************************
 DQ2680  DESIGNATION -  2180 AR
 DQ2680  PID         -  DQ2680
 DQ2680  STATE/COUNTY-  MN/DOUGLAS
 DQ2680  COUNTRY     -  US
 DQ2680  USGS QUAD   -  QUAM LAKE (2019)
 DQ2680
 DQ2680                         *CURRENT SURVEY CONTROL
 DQ2680  ______________________________________________________________________
 DQ2680* NAD 83(1986) POSITION- 45 58 01.38   (N) 095 38 25.33   (W)   HD_HELD1
 DQ2680* NAVD 88 ORTHO HEIGHT -   422.579 (meters)     1386.41  (feet) ADJUSTED
 DQ2680  ______________________________________________________________________
 DQ2680  GEOID HEIGHT    -        -26.283 (meters)                     GEOID18
 DQ2680  DYNAMIC HEIGHT  -        422.572 (meters)     1386.39  (feet) COMP
 DQ2680  MODELED GRAVITY -    980,585.7   (mgal)                       NAVD 88
 DQ2680
 DQ2680  VERT ORDER      -  SECOND    CLASS I
 DQ2680
 DQ2680.The horizontal coordinates were determined by differentially corrected
 DQ2680.hand held GPS observations or other comparable positioning techniques
 DQ2680.and have an estimated accuracy of +/- 3 meters.
 DQ2680
 DQ2680.The orthometric height was determined by differential leveling and
 DQ2680.adjusted by the NATIONAL GEODETIC SURVEY
 DQ2680.in February 2018.
 DQ2680
 DQ2680.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ2680.GEOID18 height accuracy estimate available here.
 DQ2680
 DQ2680.Click photographs - Photos may exist for this station.
 DQ2680
 DQ2680.The dynamic height is computed by dividing the NAVD 88
 DQ2680.geopotential number by the normal gravity value computed on the
 DQ2680.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ2680.degrees latitude (g = 980.6199 gals.).
 DQ2680
 DQ2680.The modeled gravity was interpolated from observed gravity values.
 DQ2680
 DQ2680;                    North         East    Units  Estimated Accuracy
 DQ2680;SPC MN C     -   208,429.6     692,245.2     MT  (+/- 3 meters HH1 GPS) 
 DQ2680
 DQ2680_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTL9543193776(NAD 83)
 DQ2680
 DQ2680                          SUPERSEDED SURVEY CONTROL
 DQ2680
 DQ2680.No superseded survey control is available for this station.
 DQ2680
 DQ2680_MARKER: F = FLANGE-ENCASED ROD
 DQ2680_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DQ2680_STAMPING: 2180 AR 2015
 DQ2680_MARK LOGO: MNDT
 DQ2680_PROJECTION: RECESSED 5 CENTIMETERS
 DQ2680_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DQ2680_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ2680_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ2680+SATELLITE: SATELLITE OBSERVATIONS - July 08, 2015
 DQ2680_ROD/PIPE-DEPTH: 7.0 meters
 DQ2680
 DQ2680  HISTORY     - Date     Condition        Report By
 DQ2680  HISTORY     - 20150708 MONUMENTED       MNDT
 DQ2680
 DQ2680                          STATION DESCRIPTION
 DQ2680
 DQ2680'DESCRIBED BY MN DEPT OF TRANSP 2015
 DQ2680'THE MARK IS LOCATED ABOUT 3.5 MI (5.6 KM) SOUTHEAST OF EVANSVILLE.
 DQ2680'
 DQ2680'TO REACH THE MARK GO 5.15 MI (8.29 KM) SOUTHEAST ALONG INTERSTATE
 DQ2680'HIGHWAY 94 FROM THE JUNCTION OF INTERSTATE HIGHWAY 94 AND TRUNK
 DQ2680'HIGHWAY 79 AND COUNTY ROAD 41 (JUNCTION IS 2.0 MI (3.2 KM) WEST OF
 DQ2680'EVANSVILLE), AT INTERSTATE HIGHWAY 94 MILE POINT 87.80.
 DQ2680'
 DQ2680'THE MARK IS LOCATED 94.2 FT (28.7 M) SOUTH-SOUTHWEST OF EASTBOUND
 DQ2680'INTERSTATE HIGHWAY 94, 3.1 FT (0.9 M) NORTH-NORTHEAST OF RIGHT-OF-WAY
 DQ2680'FENCE, 1.5 FT (0.5 M) NORTH-NORTHEAST OF A WITNESS POST.
 DQ2680'
 DQ2680'NOTE-THE STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM ROD
 DQ2680'DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION REMOVABLE DISK
 DQ2680'SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH PVC
 DQ2680'PIPE BACK FILLED WITH WASHED SAND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DQ2677 ***********************************************************************
 DQ2677  DESIGNATION -  2180 AS
 DQ2677  PID         -  DQ2677
 DQ2677  STATE/COUNTY-  MN/DOUGLAS
 DQ2677  COUNTRY     -  US
 DQ2677  USGS QUAD   -  BRANDON (2019)
 DQ2677
 DQ2677                         *CURRENT SURVEY CONTROL
 DQ2677  ______________________________________________________________________
 DQ2677* NAD 83(1986) POSITION- 45 56 48.14   (N) 095 36 17.41   (W)   HD_HELD1
 DQ2677* NAVD 88 ORTHO HEIGHT -   420.384 (meters)     1379.21  (feet) ADJUSTED
 DQ2677  ______________________________________________________________________
 DQ2677  GEOID HEIGHT    -        -26.239 (meters)                     GEOID18
 DQ2677  DYNAMIC HEIGHT  -        420.376 (meters)     1379.18  (feet) COMP
 DQ2677  MODELED GRAVITY -    980,584.6   (mgal)                       NAVD 88
 DQ2677
 DQ2677  VERT ORDER      -  SECOND    CLASS I
 DQ2677
 DQ2677.The horizontal coordinates were determined by differentially corrected
 DQ2677.hand held GPS observations or other comparable positioning techniques
 DQ2677.and have an estimated accuracy of +/- 3 meters.
 DQ2677
 DQ2677.The orthometric height was determined by differential leveling and
 DQ2677.adjusted by the NATIONAL GEODETIC SURVEY
 DQ2677.in February 2018.
 DQ2677
 DQ2677.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ2677.GEOID18 height accuracy estimate available here.
 DQ2677
 DQ2677.Click photographs - Photos may exist for this station.
 DQ2677
 DQ2677.The dynamic height is computed by dividing the NAVD 88
 DQ2677.geopotential number by the normal gravity value computed on the
 DQ2677.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ2677.degrees latitude (g = 980.6199 gals.).
 DQ2677
 DQ2677.The modeled gravity was interpolated from observed gravity values.
 DQ2677
 DQ2677;                    North         East    Units  Estimated Accuracy
 DQ2677;SPC MN C     -   206,121.0     694,960.1     MT  (+/- 3 meters HH1 GPS) 
 DQ2677
 DQ2677_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTL9811091425(NAD 83)
 DQ2677
 DQ2677                          SUPERSEDED SURVEY CONTROL
 DQ2677
 DQ2677.No superseded survey control is available for this station.
 DQ2677
 DQ2677_MARKER: F = FLANGE-ENCASED ROD
 DQ2677_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DQ2677_STAMPING: 2180 AS 2015
 DQ2677_MARK LOGO: MNDT
 DQ2677_PROJECTION: RECESSED 5 CENTIMETERS
 DQ2677_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DQ2677_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ2677_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ2677+SATELLITE: SATELLITE OBSERVATIONS - July 08, 2015
 DQ2677_ROD/PIPE-DEPTH: 7.3 meters
 DQ2677
 DQ2677  HISTORY     - Date     Condition        Report By
 DQ2677  HISTORY     - 20150708 MONUMENTED       MNDT
 DQ2677
 DQ2677                          STATION DESCRIPTION
 DQ2677
 DQ2677'DESCRIBED BY MN DEPT OF TRANSP 2015
 DQ2677'THE MARK IS LOCATED ABOUT 1.0 MI (1.6 KM) SOUTH OF BRANDON.
 DQ2677'
 DQ2677'TO REACH THE MARK GO 0.05 MI (0.08 KM) NORTHWEST ALONG INTERSTATE
 DQ2677'HIGHWAY 94 FROM THE JUNCTION OF INTERSTATE HIGHWAY 94 AND COUNTY ROAD
 DQ2677'7 (JUNCTION IS 1.5 MI (2.4 KM) SOUTH OF BRANDON), AT INTERSTATE
 DQ2677'HIGHWAY 94 MILE POINT 90.10.
 DQ2677'
 DQ2677'THE MARK IS LOCATED 66.1 FT (20.1 M) SOUTHWEST OF EASTBOUND INTERSTATE
 DQ2677'HIGHWAY 94, 136.2 FT (41.5 M) EAST OF COUNTY ROAD 7 EXTENSION NUMBER
 DQ2677'90, 1.5 FT (0.5 M) NORTHEAST OF A WITNESS POST.
 DQ2677'
 DQ2677'NOTE-THE STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM ROD
 DQ2677'DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION REMOVABLE DISK
 DQ2677'SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH PVC
 DQ2677'PIPE BACK FILLED WITH WASHED SAND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DQ2675 ***********************************************************************
 DQ2675  DESIGNATION -  2180 AT
 DQ2675  PID         -  DQ2675
 DQ2675  STATE/COUNTY-  MN/DOUGLAS
 DQ2675  COUNTRY     -  US
 DQ2675  USGS QUAD   -  BRANDON (2019)
 DQ2675
 DQ2675                         *CURRENT SURVEY CONTROL
 DQ2675  ______________________________________________________________________
 DQ2675* NAD 83(1986) POSITION- 45 55 41.90   (N) 095 34 21.32   (W)   HD_HELD1
 DQ2675* NAVD 88 ORTHO HEIGHT -   429.073 (meters)     1407.72  (feet) ADJUSTED
 DQ2675  ______________________________________________________________________
 DQ2675  GEOID HEIGHT    -        -26.195 (meters)                     GEOID18
 DQ2675  DYNAMIC HEIGHT  -        429.066 (meters)     1407.69  (feet) COMP
 DQ2675  MODELED GRAVITY -    980,586.2   (mgal)                       NAVD 88
 DQ2675
 DQ2675  VERT ORDER      -  SECOND    CLASS I
 DQ2675
 DQ2675.The horizontal coordinates were determined by differentially corrected
 DQ2675.hand held GPS observations or other comparable positioning techniques
 DQ2675.and have an estimated accuracy of +/- 3 meters.
 DQ2675
 DQ2675.The orthometric height was determined by differential leveling and
 DQ2675.adjusted by the NATIONAL GEODETIC SURVEY
 DQ2675.in February 2018.
 DQ2675
 DQ2675.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ2675.GEOID18 height accuracy estimate available here.
 DQ2675
 DQ2675.Click photographs - Photos may exist for this station.
 DQ2675
 DQ2675.The dynamic height is computed by dividing the NAVD 88
 DQ2675.geopotential number by the normal gravity value computed on the
 DQ2675.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ2675.degrees latitude (g = 980.6199 gals.).
 DQ2675
 DQ2675.The modeled gravity was interpolated from observed gravity values.
 DQ2675
 DQ2675;                    North         East    Units  Estimated Accuracy
 DQ2675;SPC MN C     -   204,034.0     697,425.9     MT  (+/- 3 meters HH1 GPS) 
 DQ2675
 DQ2675_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUL0054389300(NAD 83)
 DQ2675
 DQ2675                          SUPERSEDED SURVEY CONTROL
 DQ2675
 DQ2675.No superseded survey control is available for this station.
 DQ2675
 DQ2675_MARKER: F = FLANGE-ENCASED ROD
 DQ2675_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DQ2675_STAMPING: 2180 AT 2015
 DQ2675_MARK LOGO: MNDT
 DQ2675_PROJECTION: RECESSED 5 CENTIMETERS
 DQ2675_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DQ2675_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ2675_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ2675+SATELLITE: SATELLITE OBSERVATIONS - July 08, 2015
 DQ2675_ROD/PIPE-DEPTH: 9.1 meters
 DQ2675
 DQ2675  HISTORY     - Date     Condition        Report By
 DQ2675  HISTORY     - 20150708 MONUMENTED       MNDT
 DQ2675
 DQ2675                          STATION DESCRIPTION
 DQ2675
 DQ2675'DESCRIBED BY MN DEPT OF TRANSP 2015
 DQ2675'THE MARK IS LOCATED ABOUT 2.7 MI (4.3 KM) SOUTHEAST OF BRANDON.
 DQ2675'
 DQ2675'TO REACH THE MARK GO 1.95 MI (3.14 KM) SOUTHEAST ALONG INTERSTATE
 DQ2675'HIGHWAY 94  FROM THE JUNCTION OF INTERSTATE HIGHWAY 94 AND COUNTY ROAD
 DQ2675'7 (JUNCTION IS 1.5 MI (2.4 KM) SOUTH OF BRANDON), AT INTERSTATE
 DQ2675'HIGHWAY 94 MILE POINT 92.10.
 DQ2675'
 DQ2675'THE MARK IS LOCATED 94.3 FT (28.7 M) SOUTHWEST OF EASTBOUND INTERSTATE
 DQ2675'HIGHWAY 94, 3.2 FT (1.0 M) NORTHEAST OF RIGHT-OF-WAY FENCE, 1.5 FT
 DQ2675'(0.5 M) NORTHEAST OF A WITNESS POST.
 DQ2675'
 DQ2675'NOTE - THE STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM
 DQ2675'ROD DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION REMOVABLE
 DQ2675'DISK SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH
 DQ2675'PVC PIPE BACK FILLED WITH WASHED SAND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DQ2671 ***********************************************************************
 DQ2671  DESIGNATION -  2180 AU
 DQ2671  PID         -  DQ2671
 DQ2671  STATE/COUNTY-  MN/DOUGLAS
 DQ2671  COUNTRY     -  US
 DQ2671  USGS QUAD   -  BRANDON (2019)
 DQ2671
 DQ2671                         *CURRENT SURVEY CONTROL
 DQ2671  ______________________________________________________________________
 DQ2671* NAD 83(1986) POSITION- 45 53 54.85   (N) 095 31 03.31   (W)   HD_HELD1
 DQ2671* NAVD 88 ORTHO HEIGHT -   432.282 (meters)     1418.25  (feet) ADJUSTED
 DQ2671  ______________________________________________________________________
 DQ2671  GEOID HEIGHT    -        -26.128 (meters)                     GEOID18
 DQ2671  DYNAMIC HEIGHT  -        432.277 (meters)     1418.23  (feet) COMP
 DQ2671  MODELED GRAVITY -    980,591.7   (mgal)                       NAVD 88
 DQ2671
 DQ2671  VERT ORDER      -  SECOND    CLASS I
 DQ2671
 DQ2671.The horizontal coordinates were determined by differentially corrected
 DQ2671.hand held GPS observations or other comparable positioning techniques
 DQ2671.and have an estimated accuracy of +/- 3 meters.
 DQ2671
 DQ2671.The orthometric height was determined by differential leveling and
 DQ2671.adjusted by the NATIONAL GEODETIC SURVEY
 DQ2671.in February 2018.
 DQ2671
 DQ2671.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ2671.GEOID18 height accuracy estimate available here.
 DQ2671
 DQ2671.Click photographs - Photos may exist for this station.
 DQ2671
 DQ2671.The dynamic height is computed by dividing the NAVD 88
 DQ2671.geopotential number by the normal gravity value computed on the
 DQ2671.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ2671.degrees latitude (g = 980.6199 gals.).
 DQ2671
 DQ2671.The modeled gravity was interpolated from observed gravity values.
 DQ2671
 DQ2671;                    North         East    Units  Estimated Accuracy
 DQ2671;SPC MN C     -   200,659.7     701,638.4     MT  (+/- 3 meters HH1 GPS) 
 DQ2671
 DQ2671_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUL0470385860(NAD 83)
 DQ2671
 DQ2671                          SUPERSEDED SURVEY CONTROL
 DQ2671
 DQ2671.No superseded survey control is available for this station.
 DQ2671
 DQ2671_MARKER: F = FLANGE-ENCASED ROD
 DQ2671_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DQ2671_STAMPING: 2180 AU 2015
 DQ2671_MARK LOGO: MNDT
 DQ2671_PROJECTION: RECESSED 5 CENTIMETERS
 DQ2671_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DQ2671_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ2671_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ2671+SATELLITE: SATELLITE OBSERVATIONS - July 08, 2015
 DQ2671_ROD/PIPE-DEPTH: 6.7 meters
 DQ2671
 DQ2671  HISTORY     - Date     Condition        Report By
 DQ2671  HISTORY     - 20150708 MONUMENTED       MNDT
 DQ2671
 DQ2671                          STATION DESCRIPTION
 DQ2671
 DQ2671'DESCRIBED BY MN DEPT OF TRANSP 2015
 DQ2671'THE MARK IS LOCATED ABOUT 3.0 MI (4.8 KM) SOUTH-SOUTHWEST OF GARFIELD.
 DQ2671'TO REACH THE MARK GO 2.0 MI (3.2 KM) NORTHWEST ALONG INTERSTATE
 DQ2671'HIGHWAY 94 FROM THE JUNCTION OF INTERSTATE HIGHWAY 94 AND TRUNK
 DQ2671'HIGHWAY 114 AND COUNTY ROAD 40 (JUNCTION IS 4.0 MI (6.4 KM) SOUTH OF
 DQ2671'GARFIELD), AT INTERSTATE HIGHWAY 94 MILE POINT 95.50.
 DQ2671'
 DQ2671'THE MARK IS LOCATED 84.0 FT (25.6 M) SOUTHWEST OF EASTBOUND INTERSTATE
 DQ2671'HIGHWAY 94, 31.7 FT (9.7 M) NORTH OF RIGHT-OF-WAY FENCE, 1.5 FT (0.5
 DQ2671'M) NORTHEAST OF A WITNESS POST.
 DQ2671'
 DQ2671'NOTE-THE STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM ROD
 DQ2671'DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION REMOVABLE DISK
 DQ2671'SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH PVC
 DQ2671'PIPE BACK FILLED WITH WASHED SAND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DQ2669 ***********************************************************************
 DQ2669  DESIGNATION -  2180 AV
 DQ2669  PID         -  DQ2669
 DQ2669  STATE/COUNTY-  MN/DOUGLAS
 DQ2669  COUNTRY     -  US
 DQ2669  USGS QUAD   -  BRANDON (2019)
 DQ2669
 DQ2669                         *CURRENT SURVEY CONTROL
 DQ2669  ______________________________________________________________________
 DQ2669* NAD 83(1986) POSITION- 45 53 08.29   (N) 095 30 29.58   (W)   HD_HELD1
 DQ2669* NAVD 88 ORTHO HEIGHT -   422.314 (meters)     1385.54  (feet) ADJUSTED
 DQ2669  ______________________________________________________________________
 DQ2669  GEOID HEIGHT    -        -26.110 (meters)                     GEOID18
 DQ2669  DYNAMIC HEIGHT  -        422.310 (meters)     1385.53  (feet) COMP
 DQ2669  MODELED GRAVITY -    980,591.8   (mgal)                       NAVD 88
 DQ2669
 DQ2669  VERT ORDER      -  SECOND    CLASS I
 DQ2669
 DQ2669.The horizontal coordinates were determined by differentially corrected
 DQ2669.hand held GPS observations or other comparable positioning techniques
 DQ2669.and have an estimated accuracy of +/- 3 meters.
 DQ2669
 DQ2669.The orthometric height was determined by differential leveling and
 DQ2669.adjusted by the NATIONAL GEODETIC SURVEY
 DQ2669.in February 2018.
 DQ2669
 DQ2669.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ2669.GEOID18 height accuracy estimate available here.
 DQ2669
 DQ2669.Click photographs - Photos may exist for this station.
 DQ2669
 DQ2669.The dynamic height is computed by dividing the NAVD 88
 DQ2669.geopotential number by the normal gravity value computed on the
 DQ2669.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ2669.degrees latitude (g = 980.6199 gals.).
 DQ2669
 DQ2669.The modeled gravity was interpolated from observed gravity values.
 DQ2669
 DQ2669;                    North         East    Units  Estimated Accuracy
 DQ2669;SPC MN C     -   199,210.8     702,342.5     MT  (+/- 3 meters HH1 GPS) 
 DQ2669
 DQ2669_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUL0538584400(NAD 83)
 DQ2669
 DQ2669                          SUPERSEDED SURVEY CONTROL
 DQ2669
 DQ2669.No superseded survey control is available for this station.
 DQ2669
 DQ2669_MARKER: F = FLANGE-ENCASED ROD
 DQ2669_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DQ2669_STAMPING: 2180 AV 2015
 DQ2669_MARK LOGO: MNDT
 DQ2669_PROJECTION: RECESSED 5 CENTIMETERS
 DQ2669_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DQ2669_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ2669_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ2669+SATELLITE: SATELLITE OBSERVATIONS - July 08, 2015
 DQ2669_ROD/PIPE-DEPTH: 7.3 meters
 DQ2669
 DQ2669  HISTORY     - Date     Condition        Report By
 DQ2669  HISTORY     - 20150708 MONUMENTED       MNDT
 DQ2669
 DQ2669                          STATION DESCRIPTION
 DQ2669
 DQ2669'DESCRIBED BY MN DEPT OF TRANSP 2015
 DQ2669'THE MARK IS LOCATED ABOUT 3.6 MI (5.8 KM) SOUTH OF GARFIELD.
 DQ2669'
 DQ2669'TO REACH THE MARK GO 1.0 MI (1.6 KM) NORTHWEST ALONG INTERSTATE
 DQ2669'HIGHWAY 94  FROM THE JUNCTION OF INTERSTATE HIGHWAY 94 AND TRUNK
 DQ2669'HIGHWAY 114 AND COUNTY ROAD 40 (JUNCTION IS 4.0 MI (6.4 KM) SOUTH OF
 DQ2669'GARFIELD), AT INTERSTATE HIGHWAY 94 MILE POINT 96.50.
 DQ2669'
 DQ2669'THE MARK IS LOCATED 92.3 FT (28.1 M) WEST-SOUTHWEST OF EASTBOUND
 DQ2669'INTERSTATE HIGHWAY 94, 7.3 FT (2.2 M) EAST-NORTHEAST OF RIGHT-OF-WAY
 DQ2669'FENCE, 1.5 FT (0.5 M) EAST-NORTHEAST OF A WITNESS POST.
 DQ2669'
 DQ2669'NOTE - THE STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM
 DQ2669'ROD DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION REMOVABLE
 DQ2669'DISK SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH
 DQ2669'PVC PIPE BACK FILLED WITH WASHED SAND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DQ2667 ***********************************************************************
 DQ2667  DESIGNATION -  2180 AX
 DQ2667  PID         -  DQ2667
 DQ2667  STATE/COUNTY-  MN/DOUGLAS
 DQ2667  COUNTRY     -  US
 DQ2667  USGS QUAD   -  LAKE MARY (2019)
 DQ2667
 DQ2667                         *CURRENT SURVEY CONTROL
 DQ2667  ______________________________________________________________________
 DQ2667* NAD 83(1986) POSITION- 45 51 54.79   (N) 095 26 16.20   (W)   HD_HELD1
 DQ2667* NAVD 88 ORTHO HEIGHT -   420.873 (meters)     1380.81  (feet) ADJUSTED
 DQ2667  ______________________________________________________________________
 DQ2667  GEOID HEIGHT    -        -26.091 (meters)                     GEOID18
 DQ2667  DYNAMIC HEIGHT  -        420.869 (meters)     1380.80  (feet) COMP
 DQ2667  MODELED GRAVITY -    980,593.5   (mgal)                       NAVD 88
 DQ2667
 DQ2667  VERT ORDER      -  SECOND    CLASS I
 DQ2667
 DQ2667.The horizontal coordinates were determined by differentially corrected
 DQ2667.hand held GPS observations or other comparable positioning techniques
 DQ2667.and have an estimated accuracy of +/- 3 meters.
 DQ2667
 DQ2667.The orthometric height was determined by differential leveling and
 DQ2667.adjusted by the NATIONAL GEODETIC SURVEY
 DQ2667.in February 2018.
 DQ2667
 DQ2667.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ2667.GEOID18 height accuracy estimate available here.
 DQ2667
 DQ2667.Click photographs - Photos may exist for this station.
 DQ2667
 DQ2667.The dynamic height is computed by dividing the NAVD 88
 DQ2667.geopotential number by the normal gravity value computed on the
 DQ2667.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ2667.degrees latitude (g = 980.6199 gals.).
 DQ2667
 DQ2667.The modeled gravity was interpolated from observed gravity values.
 DQ2667
 DQ2667;                    North         East    Units  Estimated Accuracy
 DQ2667;SPC MN C     -   196,857.5     707,770.9     MT  (+/- 3 meters HH1 GPS) 
 DQ2667
 DQ2667_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUL1077681962(NAD 83)
 DQ2667
 DQ2667                          SUPERSEDED SURVEY CONTROL
 DQ2667
 DQ2667.No superseded survey control is available for this station.
 DQ2667
 DQ2667_MARKER: F = FLANGE-ENCASED ROD
 DQ2667_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DQ2667_STAMPING: 2180 AX 2015
 DQ2667_MARK LOGO: MNDT
 DQ2667_PROJECTION: RECESSED 5 CENTIMETERS
 DQ2667_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DQ2667_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ2667_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ2667+SATELLITE: SATELLITE OBSERVATIONS - July 08, 2015
 DQ2667_ROD/PIPE-DEPTH: 36.6 meters
 DQ2667
 DQ2667  HISTORY     - Date     Condition        Report By
 DQ2667  HISTORY     - 20150708 MONUMENTED       MNDT
 DQ2667
 DQ2667                          STATION DESCRIPTION
 DQ2667
 DQ2667'DESCRIBED BY MN DEPT OF TRANSP 2015
 DQ2667'THE MARK IS LOCATED ABOUT 3.0 MI (4.8 KM) WEST OF ALEXANDRIA.
 DQ2667'
 DQ2667'TO REACH THE MARK GO 0.5 MI (0.8 KM) NORTHWEST ALONG INTERSTATE
 DQ2667'HIGHWAY 94  FROM THE JUNCTION OF INTERSTATE HIGHWAY 94 AND TRUNK
 DQ2667'HIGHWAY 27 WEST (JUNCTION IS 3.0 MI (4.8 KM) WEST OF ALEXANDRIA), AT
 DQ2667'INTERSTATE HIGHWAY 94 MILE POINT 100.25.
 DQ2667'
 DQ2667'THE MARK IS LOCATED 76.0 FT (23.2 M) SOUTH-SOUTHWEST OF EASTBOUND
 DQ2667'INTERSTATE HIGHWAY 94, 33.6 FT (10.2 M) NORTH-NORTHEAST OF
 DQ2667'RIGHT-OF-WAY FENCE, 1.5 FT (0.5 M) NORTH-NORTHEAST OF A WITNESS POST.
 DQ2667'
 DQ2667'NOTE - THE STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM
 DQ2667'ROD DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION REMOVABLE
 DQ2667'DISK SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH
 DQ2667'PVC PIPE BACK FILLED WITH WASHED SAND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DQ2666 ***********************************************************************
 DQ2666  DESIGNATION -  2180 AY
 DQ2666  PID         -  DQ2666
 DQ2666  STATE/COUNTY-  MN/DOUGLAS
 DQ2666  COUNTRY     -  US
 DQ2666  USGS QUAD   -  LAKE MARY (2019)
 DQ2666
 DQ2666                         *CURRENT SURVEY CONTROL
 DQ2666  ______________________________________________________________________
 DQ2666* NAD 83(1986) POSITION- 45 51 07.33   (N) 095 24 57.83   (W)   HD_HELD1
 DQ2666* NAVD 88 ORTHO HEIGHT -   423.622 (meters)     1389.83  (feet) ADJUSTED
 DQ2666  ______________________________________________________________________
 DQ2666  GEOID HEIGHT    -        -26.080 (meters)                     GEOID18
 DQ2666  DYNAMIC HEIGHT  -        423.618 (meters)     1389.82  (feet) COMP
 DQ2666  MODELED GRAVITY -    980,592.3   (mgal)                       NAVD 88
 DQ2666
 DQ2666  VERT ORDER      -  SECOND    CLASS I
 DQ2666
 DQ2666.The horizontal coordinates were determined by differentially corrected
 DQ2666.hand held GPS observations or other comparable positioning techniques
 DQ2666.and have an estimated accuracy of +/- 3 meters.
 DQ2666
 DQ2666.The orthometric height was determined by differential leveling and
 DQ2666.adjusted by the NATIONAL GEODETIC SURVEY
 DQ2666.in February 2018.
 DQ2666
 DQ2666.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ2666.GEOID18 height accuracy estimate available here.
 DQ2666
 DQ2666.Click photographs - Photos may exist for this station.
 DQ2666
 DQ2666.The dynamic height is computed by dividing the NAVD 88
 DQ2666.geopotential number by the normal gravity value computed on the
 DQ2666.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ2666.degrees latitude (g = 980.6199 gals.).
 DQ2666
 DQ2666.The modeled gravity was interpolated from observed gravity values.
 DQ2666
 DQ2666;                    North         East    Units  Estimated Accuracy
 DQ2666;SPC MN C     -   195,367.3     709,439.5     MT  (+/- 3 meters HH1 GPS) 
 DQ2666
 DQ2666_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUL1242280446(NAD 83)
 DQ2666
 DQ2666                          SUPERSEDED SURVEY CONTROL
 DQ2666
 DQ2666.No superseded survey control is available for this station.
 DQ2666
 DQ2666_MARKER: F = FLANGE-ENCASED ROD
 DQ2666_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DQ2666_STAMPING: 2180 AY 2015
 DQ2666_MARK LOGO: MNDT
 DQ2666_PROJECTION: RECESSED 5 CENTIMETERS
 DQ2666_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DQ2666_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ2666_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ2666+SATELLITE: SATELLITE OBSERVATIONS - July 08, 2015
 DQ2666_ROD/PIPE-DEPTH: 15.8 meters
 DQ2666
 DQ2666  HISTORY     - Date     Condition        Report By
 DQ2666  HISTORY     - 20150708 MONUMENTED       MNDT
 DQ2666
 DQ2666                          STATION DESCRIPTION
 DQ2666
 DQ2666'DESCRIBED BY MN DEPT OF TRANSP 2015
 DQ2666'THE STATION IS LOCATED ABOUT 11.3 MI (18.2 KM) NORTH-NORTHEAST OF
 DQ2666'LOWRY, 5.1 MI (8.2 KM) NORTHWEST OF FORADA AND 3.0 MI (4.8 KM)
 DQ2666'SOUTHWEST OF ALEXANDRIA.
 DQ2666'
 DQ2666'TO REACH THE MARK GO 0.9 MI (1.4 KM) SOUTHEAST ALONG INTERSTATE
 DQ2666'HIGHWAY 94 FROM THE JUNCTION OF INTERSTATE HIGHWAY 94 AND TRUNK
 DQ2666'HIGHWAY 27 WEST, (JUNCTION IS 3.0 MI (4.8 KM) WEST OF ALEXANDRIA), AT
 DQ2666'INTERSTATE HIGHWAY 94 MILE POINT 101.65.
 DQ2666'
 DQ2666'THE MARK IS LOCATED 87.7 FT (26.7 M) SOUTH-SOUTHWEST OF EASTBOUND
 DQ2666'INTERSTATE HIGHWAY 94, 11.0 FT (3.4 M) NORTH-NORTHEAST OF RIGHT-OF-WAY
 DQ2666'FENCE, 1.5 FT (0.5 M) NORTH-NORTHEAST OF A WITNESS POST.
 DQ2666'
 DQ2666'NOTE - THE STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM
 DQ2666'ROD DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION REMOVABLE
 DQ2666'DISK SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH
 DQ2666'PVC PIPE BACK FILLED WITH WASHED SAND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DQ2665 ***********************************************************************
 DQ2665  DESIGNATION -  2180 AZ
 DQ2665  PID         -  DQ2665
 DQ2665  STATE/COUNTY-  MN/DOUGLAS
 DQ2665  COUNTRY     -  US
 DQ2665  USGS QUAD   -  LAKE MARY (2019)
 DQ2665
 DQ2665                         *CURRENT SURVEY CONTROL
 DQ2665  ______________________________________________________________________
 DQ2665* NAD 83(1986) POSITION- 45 50 51.15   (N) 095 24 03.37   (W)   HD_HELD1
 DQ2665* NAVD 88 ORTHO HEIGHT -   432.952 (meters)     1420.44  (feet) ADJUSTED
 DQ2665  ______________________________________________________________________
 DQ2665  GEOID HEIGHT    -        -26.080 (meters)                     GEOID18
 DQ2665  DYNAMIC HEIGHT  -        432.947 (meters)     1420.43  (feet) COMP
 DQ2665  MODELED GRAVITY -    980,591.8   (mgal)                       NAVD 88
 DQ2665
 DQ2665  VERT ORDER      -  SECOND    CLASS I
 DQ2665
 DQ2665.The horizontal coordinates were determined by differentially corrected
 DQ2665.hand held GPS observations or other comparable positioning techniques
 DQ2665.and have an estimated accuracy of +/- 3 meters.
 DQ2665
 DQ2665.The orthometric height was determined by differential leveling and
 DQ2665.adjusted by the NATIONAL GEODETIC SURVEY
 DQ2665.in February 2018.
 DQ2665
 DQ2665.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ2665.GEOID18 height accuracy estimate available here.
 DQ2665
 DQ2665.Click photographs - Photos may exist for this station.
 DQ2665
 DQ2665.The dynamic height is computed by dividing the NAVD 88
 DQ2665.geopotential number by the normal gravity value computed on the
 DQ2665.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ2665.degrees latitude (g = 980.6199 gals.).
 DQ2665
 DQ2665.The modeled gravity was interpolated from observed gravity values.
 DQ2665
 DQ2665;                    North         East    Units  Estimated Accuracy
 DQ2665;SPC MN C     -   194,850.6     710,607.0     MT  (+/- 3 meters HH1 GPS) 
 DQ2665
 DQ2665_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUL1358179911(NAD 83)
 DQ2665
 DQ2665                          SUPERSEDED SURVEY CONTROL
 DQ2665
 DQ2665.No superseded survey control is available for this station.
 DQ2665
 DQ2665_MARKER: F = FLANGE-ENCASED ROD
 DQ2665_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DQ2665_STAMPING: 2180 AZ 2015
 DQ2665_MARK LOGO: MNDT
 DQ2665_PROJECTION: RECESSED 5 CENTIMETERS
 DQ2665_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DQ2665_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ2665_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ2665+SATELLITE: SATELLITE OBSERVATIONS - July 08, 2015
 DQ2665_ROD/PIPE-DEPTH: 10.4 meters
 DQ2665
 DQ2665  HISTORY     - Date     Condition        Report By
 DQ2665  HISTORY     - 20150708 MONUMENTED       MNDT
 DQ2665
 DQ2665                          STATION DESCRIPTION
 DQ2665
 DQ2665'DESCRIBED BY MN DEPT OF TRANSP 2015
 DQ2665'THE MARK IS LOCATED ABOUT 2.2 MI (3.5 KM) SOUTH-SOUTHWEST OF
 DQ2665'ALEXANDRIA.
 DQ2665'
 DQ2665'TO REACH THE MARK GO 0.65 MI (1.05 KM) NORTHWEST ALONG INTERSTATE
 DQ2665'HIGHWAY 94  FROM THE JUNCTION OF INTERSTATE HIGHWAY 94 AND TRUNK
 DQ2665'HIGHWAY 29 IN ALEXANDRIA, AT INTERSTATE HIGHWAY 94 MILE POINT 102.45.
 DQ2665'
 DQ2665'THE MARK IS LOCATED 94.7 FT (28.9 M) SOUTH-SOUTHWEST OF EASTBOUND
 DQ2665'INTERSTATE HIGHWAY 94, 3.3 FT (1.0 M) NORTH-NORTHEAST OF RIGHT-OF-WAY
 DQ2665'FENCE, 1.5 FT (0.5 M) NORTH-NORTHEAST OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 RO0571 ***********************************************************************
 RO0571  DESIGNATION -  2180 B
 RO0571  PID         -  RO0571
 RO0571  STATE/COUNTY-  MN/DOUGLAS
 RO0571  COUNTRY     -  US
 RO0571  USGS QUAD   -  EVANSVILLE (2019)
 RO0571
 RO0571                         *CURRENT SURVEY CONTROL
 RO0571  ______________________________________________________________________
 RO0571* NAD 83(2011) POSITION- 46 00 28.04081(N) 095 44 52.43722(W)   ADJUSTED
 RO0571* NAD 83(2011) ELLIP HT-   390.399 (meters)        (06/27/12)   ADJUSTED
 RO0571* NAD 83(2011) EPOCH   -  2010.00
 RO0571* NAVD 88 ORTHO HEIGHT -   416.786 (meters)     1367.41  (feet) ADJUSTED
 RO0571  ______________________________________________________________________
 RO0571  GEOID HEIGHT    -        -26.382 (meters)                     GEOID18
 RO0571  NAD 83(2011) X  -   -444,469.554 (meters)                     COMP
 RO0571  NAD 83(2011) Y  - -4,415,655.180 (meters)                     COMP
 RO0571  NAD 83(2011) Z  -  4,566,129.780 (meters)                     COMP
 RO0571  LAPLACE CORR    -          1.26  (seconds)                    DEFLEC18
 RO0571  DYNAMIC HEIGHT  -        416.780 (meters)     1367.39  (feet) COMP
 RO0571  MODELED GRAVITY -    980,590.0   (mgal)                       NAVD 88
 RO0571
 RO0571  VERT ORDER      -  SECOND    CLASS I
 RO0571
 RO0571  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 RO0571  Standards:
 RO0571         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 RO0571            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 RO0571  -------------------------------------------------------------------
 RO0571  NETWORK    0.48   0.49           0.22   0.17   0.25      0.01321878
 RO0571  -------------------------------------------------------------------
 RO0571  Click here for local accuracies and other accuracy information.
 RO0571
 RO0571.The horizontal coordinates were established by GPS observations
 RO0571.and adjusted by the National Geodetic Survey in June 2012.
 RO0571
 RO0571.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 RO0571.been affixed to the stable North American tectonic plate. See 
 RO0571.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 RO0571
 RO0571.The horizontal coordinates are valid at the epoch date displayed above
 RO0571.which is a decimal equivalence of Year/Month/Day.
 RO0571
 RO0571.The orthometric height was determined by differential leveling and
 RO0571.adjusted by the NATIONAL GEODETIC SURVEY
 RO0571.in August 2019.
 RO0571
 RO0571.Significant digits in the geoid height do not necessarily reflect accuracy.
 RO0571.GEOID18 height accuracy estimate available here.
 RO0571
 RO0571.Click photographs - Photos may exist for this station.
 RO0571
 RO0571.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 RO0571
 RO0571.The Laplace correction was computed from DEFLEC18 derived deflections.
 RO0571
 RO0571.The ellipsoidal height was determined by GPS observations
 RO0571.and is referenced to NAD 83.
 RO0571
 RO0571.The dynamic height is computed by dividing the NAVD 88
 RO0571.geopotential number by the normal gravity value computed on the
 RO0571.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RO0571.degrees latitude (g = 980.6199 gals.).
 RO0571
 RO0571.The modeled gravity was interpolated from observed gravity values.
 RO0571
 RO0571. The following values were computed from the NAD 83(2011) position.
 RO0571
 RO0571;                    North         East     Units Scale Factor Converg.
 RO0571;SPC MN C     -   213,108.618   683,998.147   MT  0.99993824   -1 05 00.8
 RO0571;SPC MN C     -   699,173.86  2,244,083.92   sFT  0.99993824   -1 05 00.8
 RO0571;UTM  15      - 5,098,584.558   287,256.433   MT  1.00015643   -1 58 39.6
 RO0571
 RO0571!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RO0571!SPC MN C     -   0.99993880  x   0.99993824  =   0.99987705
 RO0571!UTM  15      -   0.99993880  x   1.00015643  =   1.00009522
 RO0571
 RO0571_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTL8725698584(NAD 83)
 RO0571
 RO0571|---------------------------------------------------------------------|
 RO0571| PID    Reference Object                     Distance      Geod. Az  |
 RO0571|                                                           dddmmss.s |
 RO0571| RO0572 THOMPSON AZ MK                      352.012 METERS 20335     |
 RO0571|---------------------------------------------------------------------|
 RO0571
 RO0571                          SUPERSEDED SURVEY CONTROL
 RO0571
 RO0571  NAD 83(2007)-  46 00 28.04083(N)    095 44 52.43817(W) AD(2002.00) 0
 RO0571  ELLIP H (02/10/07)  390.432  (m)                       GP(2002.00)    
 RO0571  NAD 83(1996)-  46 00 28.04038(N)    095 44 52.43778(W) AD(       ) 1
 RO0571  ELLIP H (04/26/05)  390.451  (m)                       GP(       ) 3 2
 RO0571  NAVD 88 (02/13/18)  416.779  (m)         1367.38   (f) SUPERSEDED  2 1
 RO0571  NAVD 88             416.78   (m)         1367.4    (f) LEVELING    3  
 RO0571  NAVD 88 (06/15/91)  416.778  (m)         1367.38   (f) SUPERSEDED  2 1
 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
 RO0571.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RO0571.See file dsdata.pdf to determine how the superseded data were derived.
 RO0571
 RO0571_MARKER: DB = BENCH MARK DISK
 RO0571_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 RO0571_STAMPING: 2180 B 1965
 RO0571_MARK LOGO: MNHD
 RO0571_PROJECTION: FLUSH
 RO0571_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 RO0571_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RO0571_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 RO0571+SATELLITE: SATELLITE OBSERVATIONS - June 30, 2015
 RO0571
 RO0571  HISTORY     - Date     Condition        Report By
 RO0571  HISTORY     - 1965     MONUMENTED       MNHD
 RO0571  HISTORY     - 1967     GOOD             MNHD
 RO0571  HISTORY     - 20041115 GOOD             MNDT
 RO0571  HISTORY     - 20050105 GOOD             MNDT
 RO0571  HISTORY     - 20150630 GOOD             MNDT
 RO0571
 RO0571                          STATION DESCRIPTION
 RO0571
 RO0571'DESCRIBED BY MN HIGHWAY DEPT 1967
 RO0571'3.0 MI W FROM EVANSVILLE.
 RO0571'MARK IS LOCATED NEAR THE CORNER OF SECTIONS 5, 6, 7 AND 8, T129N,
 RO0571'R40W.  ABOUT 3.0 MILES WEST OF EVANSVILLE ALONG F.A.I. 94.  MARK IS A
 RO0571'STANDARD MINNESOTA HIGHWAY DEPARTMENT DISK, STAMPED 2180 B 1965, SET
 RO0571'IN A PRE-CAST CONCRETE MONUMENT.  MARK IS 98 FEET SOUTH OF THE
 RO0571'CENTERLINE OF EASTBOUND F.A.I. 94 (STA. 2461+00), 2.0 FEET NORTH OF
 RO0571'THE R/W FENCE AND STEEL WITNESS POST, 1800 FEET WEST OF MILE POST 82
 RO0571'AND PROJECTING 3 INCHES ABOVE THE GROUND.
 RO0571
 RO0571                          STATION RECOVERY (2004)
 RO0571
 RO0571'RECOVERY NOTE BY MN DEPT OF TRANSP 2004 (MPP)
 RO0571'3 MILES WEST OF EVANSVILLE, 1.0 MILES NORTHWEST ALONG INTERSTATE
 RO0571'HIGHWAY 94 FROM JUNCTION OF INTERSTATE HIGHWAY 94 AND TRUNK HIGHWAY
 RO0571'79/COUNTY ROAD 41 (2.0 MILES WEST OF EVANSVILLE), AT INTERSTATE
 RO0571'HIGHWAY 94 MILEPOINT 81.70, 98 FEET SOUTH OF EASTBOUND INTERSTATE
 RO0571'HIGHWAY 94, 2.0 FEET NORTH OF RIGHT OF WAY FENCE AND WITNESS POST
 RO0571
 RO0571                          STATION RECOVERY (2005)
 RO0571
 RO0571'RECOVERY NOTE BY MN DEPT OF TRANSP 2005 (WAS)
 RO0571'RECOVERED AS DESCRIBED.
 RO0571
 RO0571                          STATION RECOVERY (2015)
 RO0571
 RO0571'RECOVERY NOTE BY MN DEPT OF TRANSP 2015 (MAS)
 RO0571'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DQ2664 ***********************************************************************
 DQ2664  DESIGNATION -  2180 BA
 DQ2664  PID         -  DQ2664
 DQ2664  STATE/COUNTY-  MN/DOUGLAS
 DQ2664  COUNTRY     -  US
 DQ2664  USGS QUAD   -  LAKE MARY (2019)
 DQ2664
 DQ2664                         *CURRENT SURVEY CONTROL
 DQ2664  ______________________________________________________________________
 DQ2664* NAD 83(1986) POSITION- 45 50 31.20   (N) 095 22 56.52   (W)   HD_HELD1
 DQ2664* NAVD 88 ORTHO HEIGHT -   437.917 (meters)     1436.73  (feet) ADJUSTED
 DQ2664  ______________________________________________________________________
 DQ2664  GEOID HEIGHT    -        -26.081 (meters)                     GEOID18
 DQ2664  DYNAMIC HEIGHT  -        437.912 (meters)     1436.72  (feet) COMP
 DQ2664  MODELED GRAVITY -    980,591.3   (mgal)                       NAVD 88
 DQ2664
 DQ2664  VERT ORDER      -  SECOND    CLASS I
 DQ2664
 DQ2664.The horizontal coordinates were determined by differentially corrected
 DQ2664.hand held GPS observations or other comparable positioning techniques
 DQ2664.and have an estimated accuracy of +/- 3 meters.
 DQ2664
 DQ2664.The orthometric height was determined by differential leveling and
 DQ2664.adjusted by the NATIONAL GEODETIC SURVEY
 DQ2664.in February 2018.
 DQ2664
 DQ2664.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ2664.GEOID18 height accuracy estimate available here.
 DQ2664
 DQ2664.Click photographs - Photos may exist for this station.
 DQ2664
 DQ2664.The dynamic height is computed by dividing the NAVD 88
 DQ2664.geopotential number by the normal gravity value computed on the
 DQ2664.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ2664.degrees latitude (g = 980.6199 gals.).
 DQ2664
 DQ2664.The modeled gravity was interpolated from observed gravity values.
 DQ2664
 DQ2664;                    North         East    Units  Estimated Accuracy
 DQ2664;SPC MN C     -   194,214.0     712,040.4     MT  (+/- 3 meters HH1 GPS) 
 DQ2664
 DQ2664_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUL1500479252(NAD 83)
 DQ2664
 DQ2664                          SUPERSEDED SURVEY CONTROL
 DQ2664
 DQ2664.No superseded survey control is available for this station.
 DQ2664
 DQ2664_MARKER: F = FLANGE-ENCASED ROD
 DQ2664_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DQ2664_STAMPING: 2180 BA 2015
 DQ2664_MARK LOGO: MNDT
 DQ2664_PROJECTION: RECESSED 5 CENTIMETERS
 DQ2664_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DQ2664_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ2664_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ2664+SATELLITE: SATELLITE OBSERVATIONS - July 08, 2015
 DQ2664_ROD/PIPE-DEPTH: 12.2 meters
 DQ2664
 DQ2664  HISTORY     - Date     Condition        Report By
 DQ2664  HISTORY     - 20150708 MONUMENTED       MNDT
 DQ2664
 DQ2664                          STATION DESCRIPTION
 DQ2664
 DQ2664'DESCRIBED BY MN DEPT OF TRANSP 2015
 DQ2664'THE STATION IS LOCATED ABOUT 10.3 MI (16.6 KM) NORTH-NORTHWEST OF
 DQ2664'VILLARD, 3.7 MI (6.0 KM) NORTH-NORTHWEST OF FORADA AND 3.0 MI (4.8 KM)
 DQ2664'SOUTH OF ALEXANDRIA.
 DQ2664'
 DQ2664'TO REACH THE MARK GO 0.3 MI (0.5 KM) SOUTHEAST ALONG INTERSTATE
 DQ2664'HIGHWAY 94 FROM THE JUNCTION OF INTERSTATE HIGHWAY 94 AND TRUNK
 DQ2664'HIGHWAY 29 IN ALEXANDRIA, AT INTERSTATE HIGHWAY 94 MILE POINT 103.45.
 DQ2664'
 DQ2664'THE MARK IS LOCATED 109.9 FT (33.5 M) SOUTH-SOUTHWEST OF EASTBOUND
 DQ2664'INTERSTATE HIGHWAY 94, 6.6 FT (2.0 M) NORTH-NORTHEAST OF RIGHT-OF-WAY
 DQ2664'FENCE, 1.5 FT (0.5 M) NORTH-NORTHEAST OF A WITNESS POST.
 DQ2664'
 DQ2664'NOTE-THE STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM ROD
 DQ2664'DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION REMOVABLE DISK
 DQ2664'SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH PVC
 DQ2664'PIPE BACK FILLED WITH WASHED SAND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 QP0652 ***********************************************************************
 QP0652  DESIGNATION -  2180 BB
 QP0652  PID         -  QP0652
 QP0652  STATE/COUNTY-  MN/DOUGLAS
 QP0652  COUNTRY     -  US
 QP0652  USGS QUAD   -  FORADA (2019)
 QP0652
 QP0652                         *CURRENT SURVEY CONTROL
 QP0652  ______________________________________________________________________
 QP0652* NAD 83(1986) POSITION- 45 50 03.75   (N) 095 18 38.69   (W)   HD_HELD1
 QP0652* NAVD 88 ORTHO HEIGHT -   423.852 (meters)     1390.59  (feet) ADJUSTED
 QP0652  ______________________________________________________________________
 QP0652  GEOID HEIGHT    -        -26.120 (meters)                     GEOID18
 QP0652  DYNAMIC HEIGHT  -        423.848 (meters)     1390.57  (feet) COMP
 QP0652  MODELED GRAVITY -    980,590.8   (mgal)                       NAVD 88
 QP0652
 QP0652  VERT ORDER      -  SECOND    CLASS I
 QP0652
 QP0652.The horizontal coordinates were determined by differentially corrected
 QP0652.hand held GPS observations or other comparable positioning techniques
 QP0652.and have an estimated accuracy of +/- 3 meters.
 QP0652
 QP0652.The orthometric height was determined by differential leveling and
 QP0652.adjusted by the NATIONAL GEODETIC SURVEY
 QP0652.in February 2018.
 QP0652
 QP0652.Significant digits in the geoid height do not necessarily reflect accuracy.
 QP0652.GEOID18 height accuracy estimate available here.
 QP0652
 QP0652.Click photographs - Photos may exist for this station.
 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     -   193,289.6     717,592.0     MT  (+/- 3 meters HH1 GPS) 
 QP0652
 QP0652_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUL2054178242(NAD 83)
 QP0652
 QP0652                          SUPERSEDED SURVEY CONTROL
 QP0652
 QP0652  NAVD 88 (06/15/91)  423.836  (m)         1390.54   (f) SUPERSEDED  2 0
 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
 QP0652.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QP0652.See file dsdata.pdf to determine how the superseded data were derived.
 QP0652
 QP0652_MARKER: DB = BENCH MARK DISK
 QP0652_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QP0652_STAMPING: 2180 BB 1966
 QP0652_MARK LOGO: MNHD
 QP0652_PROJECTION: FLUSH
 QP0652_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 QP0652_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QP0652+STABILITY: SURFACE MOTION
 QP0652_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 QP0652+SATELLITE: SATELLITE OBSERVATIONS - July 01, 2015
 QP0652
 QP0652  HISTORY     - Date     Condition        Report By
 QP0652  HISTORY     - 19660401 MONUMENTED       MNHD
 QP0652  HISTORY     - 1968     GOOD             MNDT
 QP0652  HISTORY     - 20150701 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.
 QP0652
 QP0652                          STATION RECOVERY (2015)
 QP0652
 QP0652'RECOVERY NOTE BY MN DEPT OF TRANSP 2015 (KMS)
 QP0652'THE MARK IS LOCATED ABOUT 4.8 MI (7.7 KM) SOUTHWEST OF ALEXANDRIA.
 QP0652'
 QP0652'TO REACH THE MARK GO 3.9 MI (6.3 KM) SOUTHEAST ALONG INTERSTATE
 QP0652'HIGHWAY 94  FROM THE JUNCTION OF INTERSTATE HIGHWAY 94 AND TRUNK
 QP0652'HIGHWAY 29 IN ALEXANDRIA, AT INTERSTATE HIGHWAY 94 MILE POINT 106.95.
 QP0652'
 QP0652'THE MARK IS LOCATED 221.0 FT (67.4 M) SOUTH OF EASTBOUND INTERSTATE
 QP0652'HIGHWAY 94, 31.0 FT (9.4 M) EAST OF FIELD ROAD, 1.0 FT (0.3 M) SOUTH
 QP0652'OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DQ2663 ***********************************************************************
 DQ2663  DESIGNATION -  2180 BC
 DQ2663  PID         -  DQ2663
 DQ2663  STATE/COUNTY-  MN/DOUGLAS
 DQ2663  COUNTRY     -  US
 DQ2663  USGS QUAD   -  FORADA (2019)
 DQ2663
 DQ2663                         *CURRENT SURVEY CONTROL
 DQ2663  ______________________________________________________________________
 DQ2663* NAD 83(1986) POSITION- 45 50 07.36   (N) 095 20 07.89   (W)   HD_HELD1
 DQ2663* NAVD 88 ORTHO HEIGHT -   427.937 (meters)     1403.99  (feet) ADJUSTED
 DQ2663  ______________________________________________________________________
 DQ2663  GEOID HEIGHT    -        -26.102 (meters)                     GEOID18
 DQ2663  DYNAMIC HEIGHT  -        427.932 (meters)     1403.97  (feet) COMP
 DQ2663  MODELED GRAVITY -    980,590.7   (mgal)                       NAVD 88
 DQ2663
 DQ2663  VERT ORDER      -  SECOND    CLASS I
 DQ2663
 DQ2663.The horizontal coordinates were determined by differentially corrected
 DQ2663.hand held GPS observations or other comparable positioning techniques
 DQ2663.and have an estimated accuracy of +/- 3 meters.
 DQ2663
 DQ2663.The orthometric height was determined by differential leveling and
 DQ2663.adjusted by the NATIONAL GEODETIC SURVEY
 DQ2663.in February 2018.
 DQ2663
 DQ2663.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ2663.GEOID18 height accuracy estimate available here.
 DQ2663
 DQ2663.Click photographs - Photos may exist for this station.
 DQ2663
 DQ2663.The dynamic height is computed by dividing the NAVD 88
 DQ2663.geopotential number by the normal gravity value computed on the
 DQ2663.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ2663.degrees latitude (g = 980.6199 gals.).
 DQ2663
 DQ2663.The modeled gravity was interpolated from observed gravity values.
 DQ2663
 DQ2663;                    North         East    Units  Estimated Accuracy
 DQ2663;SPC MN C     -   193,427.1     715,668.7     MT  (+/- 3 meters HH1 GPS) 
 DQ2663
 DQ2663_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUL1862078409(NAD 83)
 DQ2663
 DQ2663                          SUPERSEDED SURVEY CONTROL
 DQ2663
 DQ2663.No superseded survey control is available for this station.
 DQ2663
 DQ2663_MARKER: F = FLANGE-ENCASED ROD
 DQ2663_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DQ2663_STAMPING: 2180 BC 2015
 DQ2663_MARK LOGO: MNDT
 DQ2663_PROJECTION: RECESSED 5 CENTIMETERS
 DQ2663_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DQ2663_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ2663_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ2663+SATELLITE: SATELLITE OBSERVATIONS - July 08, 2015
 DQ2663_ROD/PIPE-DEPTH: 19.5 meters
 DQ2663
 DQ2663  HISTORY     - Date     Condition        Report By
 DQ2663  HISTORY     - 20150708 MONUMENTED       MNDT
 DQ2663
 DQ2663                          STATION DESCRIPTION
 DQ2663
 DQ2663'DESCRIBED BY MN DEPT OF TRANSP 2015
 DQ2663'THE MARK IS LOCATED ABOUT 3.2 MI (5.1 KM) SOUTHEAST OF ALEXANDRIA.
 DQ2663'
 DQ2663'TO REACH THE MARK GO 2.65 MI (4.26 KM) SOUTHEAST ALONG INTERSTATE
 DQ2663'HIGHWAY 94 FROM THE JUNCTION OF INTERSTATE HIGHWAY 94 AND TRUNK
 DQ2663'HIGHWAY 29 IN ALEXANDRIA, AT INTERSTATE HIGHWAY 94 MILE POINT 105.80.
 DQ2663'
 DQ2663'THE MARK IS LOCATED 200 FT (61.0 M) EAST OF COUNTY ROAD 23, 124.2 FT
 DQ2663'(37.9 M) SOUTHEAST OF CORNER OF BRIDGE OVER COUNTY ROAD 23, 85.7 FT
 DQ2663'(26.1 M) SOUTH OF EASTBOUND INTERSTATE HIGHWAY 94, 13.0 FT (4.0 M)
 DQ2663'NORTH OF RIGHT-OF-WAY FENCE, 1.5 FT (0.5 M) NORTH OF A WITNESS POST.
 DQ2663'
 DQ2663'NOTE-THE STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM ROD
 DQ2663'DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION REMOVABLE DISK
 DQ2663'SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH PVC
 DQ2663'PIPE BACK FILLED WITH WASHED SAND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DQ2662 ***********************************************************************
 DQ2662  DESIGNATION -  2180 BD
 DQ2662  PID         -  DQ2662
 DQ2662  STATE/COUNTY-  MN/DOUGLAS
 DQ2662  COUNTRY     -  US
 DQ2662  USGS QUAD   -  FORADA (2019)
 DQ2662
 DQ2662                         *CURRENT SURVEY CONTROL
 DQ2662  ______________________________________________________________________
 DQ2662* NAD 83(1986) POSITION- 45 49 53.78   (N) 095 15 56.54   (W)   HD_HELD1
 DQ2662* NAVD 88 ORTHO HEIGHT -   418.916 (meters)     1374.39  (feet) ADJUSTED
 DQ2662  ______________________________________________________________________
 DQ2662  GEOID HEIGHT    -        -26.159 (meters)                     GEOID18
 DQ2662  DYNAMIC HEIGHT  -        418.911 (meters)     1374.38  (feet) COMP
 DQ2662  MODELED GRAVITY -    980,590.3   (mgal)                       NAVD 88
 DQ2662
 DQ2662  VERT ORDER      -  SECOND    CLASS I
 DQ2662
 DQ2662.The horizontal coordinates were determined by differentially corrected
 DQ2662.hand held GPS observations or other comparable positioning techniques
 DQ2662.and have an estimated accuracy of +/- 3 meters.
 DQ2662
 DQ2662.The orthometric height was determined by differential leveling and
 DQ2662.adjusted by the NATIONAL GEODETIC SURVEY
 DQ2662.in February 2018.
 DQ2662
 DQ2662.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ2662.GEOID18 height accuracy estimate available here.
 DQ2662
 DQ2662.Click photographs - Photos may exist for this station.
 DQ2662
 DQ2662.The dynamic height is computed by dividing the NAVD 88
 DQ2662.geopotential number by the normal gravity value computed on the
 DQ2662.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ2662.degrees latitude (g = 980.6199 gals.).
 DQ2662
 DQ2662.The modeled gravity was interpolated from observed gravity values.
 DQ2662
 DQ2662;                    North         East    Units  Estimated Accuracy
 DQ2662;SPC MN C     -   192,935.9     721,087.0     MT  (+/- 3 meters HH1 GPS) 
 DQ2662
 DQ2662_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUL2403077834(NAD 83)
 DQ2662
 DQ2662                          SUPERSEDED SURVEY CONTROL
 DQ2662
 DQ2662.No superseded survey control is available for this station.
 DQ2662
 DQ2662_MARKER: F = FLANGE-ENCASED ROD
 DQ2662_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DQ2662_STAMPING: 2180 BD 2015
 DQ2662_MARK LOGO: MNDT
 DQ2662_PROJECTION: RECESSED 5 CENTIMETERS
 DQ2662_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DQ2662_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ2662_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ2662+SATELLITE: SATELLITE OBSERVATIONS - July 09, 2015
 DQ2662_ROD/PIPE-DEPTH: 18.9 meters
 DQ2662
 DQ2662  HISTORY     - Date     Condition        Report By
 DQ2662  HISTORY     - 20150709 MONUMENTED       MNDT
 DQ2662
 DQ2662                          STATION DESCRIPTION
 DQ2662
 DQ2662'DESCRIBED BY MN DEPT OF TRANSP 2015
 DQ2662'THE STATION IS LOCATED ABOUT 6.5 MI (10.5 KM) SOUTHEAST OF ALEXANDRIA,
 DQ2662'6.0 MI (9.7 KM) WEST-SOUTHWEST OF OSAKIS AND 5.1 MI (8.2 KM)
 DQ2662'EAST-NORTHEAST OF FORADA.
 DQ2662'
 DQ2662'TO REACH THE MARK GO 6.0 MI (9.7 KM) EAST ALONG INTERSTATE HIGHWAY 94
 DQ2662'FROM THE JUNCTION OF INTERSTATE HIGHWAY 94 AND TRUNK HIGHWAY 29 IN
 DQ2662'ALEXANDRIA, AT INTERSTATE HIGHWAY 94 MILE POINT 109.15.
 DQ2662'
 DQ2662'THE MARK IS LOCATED 94.3 FT (28.7 M) SOUTH OF EASTBOUND INTERSTATE
 DQ2662'HIGHWAY 94, 5.4 FT (1.6 M) NORTH OF RIGHT-OF-WAY FENCE, 1.5 FT (0.5 M)
 DQ2662'NORTH OF A WITNESS POST.
 DQ2662'
 DQ2662'NOTE-THE STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM ROD
 DQ2662'DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION REMOVABLE DISK
 DQ2662'SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH PVC
 DQ2662'PIPE BACK FILLED WITH WASHED SAND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DQ2661 ***********************************************************************
 DQ2661  DESIGNATION -  2180 BE
 DQ2661  PID         -  DQ2661
 DQ2661  STATE/COUNTY-  MN/DOUGLAS
 DQ2661  COUNTRY     -  US
 DQ2661  USGS QUAD   -  OSAKIS (2019)
 DQ2661
 DQ2661                         *CURRENT SURVEY CONTROL
 DQ2661  ______________________________________________________________________
 DQ2661* NAD 83(1986) POSITION- 45 49 53.08   (N) 095 12 02.03   (W)   HD_HELD1
 DQ2661* NAVD 88 ORTHO HEIGHT -   420.844 (meters)     1380.72  (feet) ADJUSTED
 DQ2661  ______________________________________________________________________
 DQ2661  GEOID HEIGHT    -        -26.236 (meters)                     GEOID18
 DQ2661  DYNAMIC HEIGHT  -        420.838 (meters)     1380.70  (feet) COMP
 DQ2661  MODELED GRAVITY -    980,588.8   (mgal)                       NAVD 88
 DQ2661
 DQ2661  VERT ORDER      -  SECOND    CLASS I
 DQ2661
 DQ2661.The horizontal coordinates were determined by differentially corrected
 DQ2661.hand held GPS observations or other comparable positioning techniques
 DQ2661.and have an estimated accuracy of +/- 3 meters.
 DQ2661
 DQ2661.The orthometric height was determined by differential leveling and
 DQ2661.adjusted by the NATIONAL GEODETIC SURVEY
 DQ2661.in February 2018.
 DQ2661
 DQ2661.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ2661.GEOID18 height accuracy estimate available here.
 DQ2661
 DQ2661.Click photographs - Photos may exist for this station.
 DQ2661
 DQ2661.The dynamic height is computed by dividing the NAVD 88
 DQ2661.geopotential number by the normal gravity value computed on the
 DQ2661.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ2661.degrees latitude (g = 980.6199 gals.).
 DQ2661
 DQ2661.The modeled gravity was interpolated from observed gravity values.
 DQ2661
 DQ2661;                    North         East    Units  Estimated Accuracy
 DQ2661;SPC MN C     -   192,851.5     726,147.6     MT  (+/- 3 meters HH1 GPS) 
 DQ2661
 DQ2661_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUL2908977671(NAD 83)
 DQ2661
 DQ2661                          SUPERSEDED SURVEY CONTROL
 DQ2661
 DQ2661.No superseded survey control is available for this station.
 DQ2661
 DQ2661_MARKER: I = METAL ROD
 DQ2661_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DQ2661_STAMPING: 2180 BE 2015
 DQ2661_MARK LOGO: MNDT
 DQ2661_PROJECTION: RECESSED 5 CENTIMETERS
 DQ2661_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DQ2661_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ2661_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ2661+SATELLITE: SATELLITE OBSERVATIONS - July 09, 2015
 DQ2661_ROD/PIPE-DEPTH: 9.1 meters
 DQ2661
 DQ2661  HISTORY     - Date     Condition        Report By
 DQ2661  HISTORY     - 20150709 MONUMENTED       MNDT
 DQ2661
 DQ2661                          STATION DESCRIPTION
 DQ2661
 DQ2661'DESCRIBED BY MN DEPT OF TRANSP 2015
 DQ2661'THE MARK IS LOCATED ABOUT 3.2 MI (5.1 KM) SOUTHWEST OF OSAKIS.
 DQ2661'
 DQ2661'TO REACH THE MARK GO 2.2 MI (3.5 KM) WEST ALONG INTERSTATE HIGHWAY 94
 DQ2661'FROM THE JUNCTION OF INTERSTATE HIGHWAY 94 AND TRUNK HIGHWAY 27 AND
 DQ2661'COUNTY ROAD 3, (JUNCTION IS 1.5 MI (2.4 KM) SOUTH OF OSAKIS), AT
 DQ2661'INTERSTATE HIGHWAY 94 MILE POINT 112.30.
 DQ2661'
 DQ2661'THE MARK IS LOCATED 89.2 FT (27.2 M) SOUTH OF EASTBOUND INTERSTATE
 DQ2661'HIGHWAY 94, 9.3 FT (2.8 M) NORTH OF RIGHT-OF-WAY FENCE, 1.5 FT (0.5 M)
 DQ2661'NORTH OF A WITNESS POST.
 DQ2661'
 DQ2661'NOTE-THE STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM ROD
 DQ2661'DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION REMOVABLE DISK
 DQ2661'SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH PVC
 DQ2661'PIPE BACK FILLED WITH WASHED SAND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DQ2660 ***********************************************************************
 DQ2660  DESIGNATION -  2180 BF
 DQ2660  PID         -  DQ2660
 DQ2660  STATE/COUNTY-  MN/DOUGLAS
 DQ2660  COUNTRY     -  US
 DQ2660  USGS QUAD   -  OSAKIS (2019)
 DQ2660
 DQ2660                         *CURRENT SURVEY CONTROL
 DQ2660  ______________________________________________________________________
 DQ2660* NAD 83(1986) POSITION- 45 49 55.05   (N) 095 10 51.06   (W)   HD_HELD1
 DQ2660* NAVD 88 ORTHO HEIGHT -   410.160 (meters)     1345.67  (feet) ADJUSTED
 DQ2660  ______________________________________________________________________
 DQ2660  GEOID HEIGHT    -        -26.264 (meters)                     GEOID18
 DQ2660  DYNAMIC HEIGHT  -        410.154 (meters)     1345.65  (feet) COMP
 DQ2660  MODELED GRAVITY -    980,588.0   (mgal)                       NAVD 88
 DQ2660
 DQ2660  VERT ORDER      -  SECOND    CLASS I
 DQ2660
 DQ2660.The horizontal coordinates were determined by differentially corrected
 DQ2660.hand held GPS observations or other comparable positioning techniques
 DQ2660.and have an estimated accuracy of +/- 3 meters.
 DQ2660
 DQ2660.The orthometric height was determined by differential leveling and
 DQ2660.adjusted by the NATIONAL GEODETIC SURVEY
 DQ2660.in February 2018.
 DQ2660
 DQ2660.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ2660.GEOID18 height accuracy estimate available here.
 DQ2660
 DQ2660.Click photographs - Photos may exist for this station.
 DQ2660
 DQ2660.The dynamic height is computed by dividing the NAVD 88
 DQ2660.geopotential number by the normal gravity value computed on the
 DQ2660.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ2660.degrees latitude (g = 980.6199 gals.).
 DQ2660
 DQ2660.The modeled gravity was interpolated from observed gravity values.
 DQ2660
 DQ2660;                    North         East    Units  Estimated Accuracy
 DQ2660;SPC MN C     -   192,894.1     727,679.9     MT  (+/- 3 meters HH1 GPS) 
 DQ2660
 DQ2660_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUL3062277689(NAD 83)
 DQ2660
 DQ2660                          SUPERSEDED SURVEY CONTROL
 DQ2660
 DQ2660.No superseded survey control is available for this station.
 DQ2660
 DQ2660_MARKER: I = METAL ROD
 DQ2660_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DQ2660_STAMPING: 2180 BF 2015
 DQ2660_MARK LOGO: MNDT
 DQ2660_PROJECTION: RECESSED 5 CENTIMETERS
 DQ2660_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DQ2660_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ2660_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ2660+SATELLITE: SATELLITE OBSERVATIONS - June 16, 2021
 DQ2660_ROD/PIPE-DEPTH: 7.3 meters
 DQ2660
 DQ2660  HISTORY     - Date     Condition        Report By
 DQ2660  HISTORY     - 20150709 MONUMENTED       MNDT
 DQ2660  HISTORY     - 20210616 GOOD             MNDT
 DQ2660
 DQ2660                          STATION DESCRIPTION
 DQ2660
 DQ2660'DESCRIBED BY MN DEPT OF TRANSP 2015
 DQ2660'THE MARK IS LOCATED ABOUT 2.65 MI (4.26 KM) SOUTHWEST OF OSAKIS.
 DQ2660'
 DQ2660'TO REACH THE MARK GO 1.2 MI (1.9 KM) WEST ALONG INTERSTATE HIGHWAY 94
 DQ2660'FROM THE JUNCTION OF INTERSTATE HIGHWAY 94 AND TRUNK HIGHWAY 27 AND
 DQ2660'COUNTY ROAD 3, (JUNCTION IS 1.5 MI (2.4 KM) SOUTH OF OSAKIS), AT
 DQ2660'INTERSTATE HIGHWAY 94 MILE POINT 113.25.
 DQ2660'
 DQ2660'THE MARK IS LOCATED 84.2 FT (25.7 M) SOUTH OF EASTBOUND INTERSTATE
 DQ2660'HIGHWAY 94, 13.9 FT (4.2 M) NORTH OF RIGHT-OF-WAY FENCE, 1.5 FT (0.5
 DQ2660'M) NORTH OF A WITNESS POST.
 DQ2660'
 DQ2660'NOTE-THE STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM ROD
 DQ2660'DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION REMOVABLE DISK
 DQ2660'SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH PVC
 DQ2660'PIPE BACK FILLED WITH WASHED SAND.
 DQ2660
 DQ2660                          STATION RECOVERY (2021)
 DQ2660
 DQ2660'RECOVERY NOTE BY MN DEPT OF TRANSP 2021 (KMS)
 DQ2660'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DQ2659 ***********************************************************************
 DQ2659  DESIGNATION -  2180 BJ
 DQ2659  PID         -  DQ2659
 DQ2659  STATE/COUNTY-  MN/DOUGLAS
 DQ2659  COUNTRY     -  US
 DQ2659  USGS QUAD   -  OSAKIS (2019)
 DQ2659
 DQ2659                         *CURRENT SURVEY CONTROL
 DQ2659  ______________________________________________________________________
 DQ2659* NAD 83(1986) POSITION- 45 49 56.54   (N) 095 09 55.91   (W)   HD_HELD1
 DQ2659* NAVD 88 ORTHO HEIGHT -   407.966 (meters)     1338.47  (feet) ADJUSTED
 DQ2659  ______________________________________________________________________
 DQ2659  GEOID HEIGHT    -        -26.286 (meters)                     GEOID18
 DQ2659  DYNAMIC HEIGHT  -        407.960 (meters)     1338.45  (feet) COMP
 DQ2659  MODELED GRAVITY -    980,587.3   (mgal)                       NAVD 88
 DQ2659
 DQ2659  VERT ORDER      -  SECOND    CLASS I
 DQ2659
 DQ2659.The horizontal coordinates were determined by differentially corrected
 DQ2659.hand held GPS observations or other comparable positioning techniques
 DQ2659.and have an estimated accuracy of +/- 3 meters.
 DQ2659
 DQ2659.The orthometric height was determined by differential leveling and
 DQ2659.adjusted by the NATIONAL GEODETIC SURVEY
 DQ2659.in February 2018.
 DQ2659
 DQ2659.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ2659.GEOID18 height accuracy estimate available here.
 DQ2659
 DQ2659.Click photographs - Photos may exist for this station.
 DQ2659
 DQ2659.The dynamic height is computed by dividing the NAVD 88
 DQ2659.geopotential number by the normal gravity value computed on the
 DQ2659.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ2659.degrees latitude (g = 980.6199 gals.).
 DQ2659
 DQ2659.The modeled gravity was interpolated from observed gravity values.
 DQ2659
 DQ2659;                    North         East    Units  Estimated Accuracy
 DQ2659;SPC MN C     -   192,926.2     728,870.5     MT  (+/- 3 meters HH1 GPS) 
 DQ2659
 DQ2659_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUL3181377703(NAD 83)
 DQ2659
 DQ2659                          SUPERSEDED SURVEY CONTROL
 DQ2659
 DQ2659.No superseded survey control is available for this station.
 DQ2659
 DQ2659_MARKER: F = FLANGE-ENCASED ROD
 DQ2659_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DQ2659_STAMPING: 2180 BJ 2015
 DQ2659_MARK LOGO: MNDT
 DQ2659_PROJECTION: RECESSED 5 CENTIMETERS
 DQ2659_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DQ2659_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ2659_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ2659+SATELLITE: SATELLITE OBSERVATIONS - July 09, 2015
 DQ2659_ROD/PIPE-DEPTH: 11.9 meters
 DQ2659
 DQ2659  HISTORY     - Date     Condition        Report By
 DQ2659  HISTORY     - 20150709 MONUMENTED       MNDT
 DQ2659
 DQ2659                          STATION DESCRIPTION
 DQ2659
 DQ2659'DESCRIBED BY MN DEPT OF TRANSP 2015
 DQ2659'THE MARK IS LOCATED ABOUT 2.45 MI (3.94 KM) SOUTH OF OSAKIS.
 DQ2659'
 DQ2659'TO REACH THE MARK GO 0.45 MI (0.72 KM) WEST ALONG INTERSTATE HIGHWAY
 DQ2659'94 FROM THE JUNCTION OF INTERSTATE HIGHWAY 94 AND TRUNK HIGHWAY 27 AND
 DQ2659'COUNTY ROAD 3, (JUNCTION IS 1.5 MI (2.4 KM) SOUTH OF OSAKIS), AT
 DQ2659'INTERSTATE HIGHWAY 94 MILE POINT 114.00.
 DQ2659'
 DQ2659'THE MARK IS LOCATED 83.7 FT (25.5 M) SOUTH OF EASTBOUND INTERSTATE
 DQ2659'HIGHWAY 94, 53.5 FT (16.3 M) SOUTH OF MILEPOST NUMBER 114, 14.8 FT
 DQ2659'(4.5 M) NORTH OF RIGHT-OF-WAY FENCE, 1.5 FT (0.5 M) NORTH OF A WITNESS
 DQ2659'POST.
 DQ2659'
 DQ2659'NOTE-THE STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM ROD
 DQ2659'DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION REMOVABLE DISK
 DQ2659'SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH PVC
 DQ2659'PIPE BACK FILLED WITH WASHED SAND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 QP0969 ***********************************************************************
 QP0969  DESIGNATION -  2180 C
 QP0969  PID         -  QP0969
 QP0969  STATE/COUNTY-  MN/DOUGLAS
 QP0969  COUNTRY     -  US
 QP0969  USGS QUAD   -  QUAM LAKE (2019)
 QP0969
 QP0969                         *CURRENT SURVEY CONTROL
 QP0969  ______________________________________________________________________
 QP0969* NAD 83(1986) POSITION- 45 59 54.90   (N) 095 43 45.57   (W)   HD_HELD1
 QP0969* NAVD 88 ORTHO HEIGHT -   418.595 (meters)     1373.34  (feet) ADJUSTED
 QP0969  ______________________________________________________________________
 QP0969  GEOID HEIGHT    -        -26.361 (meters)                     GEOID18
 QP0969  DYNAMIC HEIGHT  -        418.590 (meters)     1373.32  (feet) COMP
 QP0969  MODELED GRAVITY -    980,588.6   (mgal)                       NAVD 88
 QP0969
 QP0969  VERT ORDER      -  SECOND    CLASS I
 QP0969
 QP0969.The horizontal coordinates were determined by differentially corrected
 QP0969.hand held GPS observations or other comparable positioning techniques
 QP0969.and have an estimated accuracy of +/- 3 meters.
 QP0969
 QP0969.The orthometric height was determined by differential leveling and
 QP0969.adjusted by the NATIONAL GEODETIC SURVEY
 QP0969.in February 2018.
 QP0969
 QP0969.Significant digits in the geoid height do not necessarily reflect accuracy.
 QP0969.GEOID18 height accuracy estimate available here.
 QP0969
 QP0969.Click photographs - Photos may exist for this station.
 QP0969
 QP0969.The dynamic height is computed by dividing the NAVD 88
 QP0969.geopotential number by the normal gravity value computed on the
 QP0969.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QP0969.degrees latitude (g = 980.6199 gals.).
 QP0969
 QP0969.The modeled gravity was interpolated from observed gravity values.
 QP0969
 QP0969;                    North         East    Units  Estimated Accuracy
 QP0969;SPC MN C     -   212,058.6     685,417.3     MT  (+/- 3 meters HH1 GPS) 
 QP0969
 QP0969_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTL8865997512(NAD 83)
 QP0969
 QP0969                          SUPERSEDED SURVEY CONTROL
 QP0969
 QP0969  NAVD 88 (06/17/14)  418.598  (m)         1373.35   (f) SUPERSEDED  2 1
 QP0969  NAVD 88 (08/09/00)  418.594  (m)         1373.34   (f) SUPERSEDED  2 1
 QP0969  NAVD 88 (06/15/91)  418.584  (m)         1373.30   (f) SUPERSEDED  2 0
 QP0969  NGVD 29 (??/??/92)  418.390  (m)         1372.67   (f) ADJ UNCH    2 0
 QP0969
 QP0969.Superseded values are not recommended for survey control.
 QP0969
 QP0969.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QP0969.See file dsdata.pdf to determine how the superseded data were derived.
 QP0969
 QP0969_MARKER: DB = BENCH MARK DISK
 QP0969_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 QP0969_SP_SET: BRIDGE ABUTMENT
 QP0969_STAMPING: 2180 C 1965
 QP0969_MARK LOGO: MNHD
 QP0969_MAGNETIC: N = NO MAGNETIC MATERIAL
 QP0969_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QP0969_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 QP0969+SATELLITE: SATELLITE OBSERVATIONS - June 29, 2015
 QP0969
 QP0969  HISTORY     - Date     Condition        Report By
 QP0969  HISTORY     - 19650401 MONUMENTED       MNHD
 QP0969  HISTORY     - 1967     GOOD             MNDT
 QP0969  HISTORY     - 19950207 GOOD             MNDT
 QP0969  HISTORY     - 20050105 GOOD             MNDT
 QP0969  HISTORY     - 20090715 GOOD             MNDT
 QP0969  HISTORY     - 20150629 GOOD             MNDT
 QP0969
 QP0969                          STATION DESCRIPTION
 QP0969
 QP0969'DESCRIBED BY MN DEPT OF TRANSP 1967
 QP0969'2.0 MI W FROM EVANSVILLE.
 QP0969'MARK IS LOCATED IN THE SE 1/4, SECTION 8, T129N, R40W ABOUT 2.0 MILES
 QP0969'WEST OF EVANSVILLE AT THE INTERCHANGE OF F.A.I. 94 AND T.H. 79.  MARK
 QP0969'IS A STANDARD MINNESOTA HIGHWAY DEPARTMENT DISK, STAMPED 2180 C 1965,
 QP0969'SET IN THE SOUTHEAST CORNER ABUTMENT OF BRIDGE (NO. 21801). WESTBOUND
 QP0969'OVER T.H. 79.
 QP0969
 QP0969                          STATION RECOVERY (1995)
 QP0969
 QP0969'RECOVERY NOTE BY MN DEPT OF TRANSP 1995 (WAS)
 QP0969'THE MARK WAS RECOVERED IN GOOD CONDITION AS PREVIOUSLY DESCRIBED.
 QP0969
 QP0969                          STATION RECOVERY (2005)
 QP0969
 QP0969'RECOVERY NOTE BY MN DEPT OF TRANSP 2005 (DAS)
 QP0969'RECOVERED AS DESCRIBED.
 QP0969
 QP0969                          STATION RECOVERY (2009)
 QP0969
 QP0969'RECOVERY NOTE BY MN DEPT OF TRANSP 2009 (KMS)
 QP0969'2.3 MILES WEST OF EVANSVILLE, AT JUNCTION OF INTERSTATE HIGHWAY 94 AND
 QP0969'COUNTY ROAD 41 NORTHWEST IN EVANSVILLE, AT INTERSTATE HIGHWAY 94
 QP0969'MILEPOINT 82.8, IN SOUTHEAST ABUTMENT OF WESTBOUND INTERSTATE HIGHWAY
 QP0969'94 BRIDGE NUMBER 21801 OVER TRUNK HIGHWAY 79.
 QP0969
 QP0969                          STATION RECOVERY (2015)
 QP0969
 QP0969'RECOVERY NOTE BY MN DEPT OF TRANSP 2015 (JMH)
 QP0969'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 QP0647 ***********************************************************************
 QP0647  DESIGNATION -  2180 CC
 QP0647  PID         -  QP0647
 QP0647  STATE/COUNTY-  MN/DOUGLAS
 QP0647  COUNTRY     -  US
 QP0647  USGS QUAD   -  FORADA (2019)
 QP0647
 QP0647                         *CURRENT SURVEY CONTROL
 QP0647  ______________________________________________________________________
 QP0647* NAD 83(1986) POSITION- 45 49 54.92   (N) 095 17 05.38   (W)   HD_HELD1
 QP0647* NAVD 88 ORTHO HEIGHT -   429.585 (meters)     1409.40  (feet) ADJUSTED
 QP0647  ______________________________________________________________________
 QP0647  GEOID HEIGHT    -        -26.141 (meters)                     GEOID18
 QP0647  DYNAMIC HEIGHT  -        429.580 (meters)     1409.38  (feet) COMP
 QP0647  MODELED GRAVITY -    980,590.5   (mgal)                       NAVD 88
 QP0647
 QP0647  VERT ORDER      -  SECOND    CLASS I
 QP0647
 QP0647.The horizontal coordinates were determined by differentially corrected
 QP0647.hand held GPS observations or other comparable positioning techniques
 QP0647.and have an estimated accuracy of +/- 3 meters.
 QP0647
 QP0647.The orthometric height was determined by differential leveling and
 QP0647.adjusted by the NATIONAL GEODETIC SURVEY
 QP0647.in June 1991.
 QP0647
 QP0647.Significant digits in the geoid height do not necessarily reflect accuracy.
 QP0647.GEOID18 height accuracy estimate available here.
 QP0647
 QP0647.Click photographs - Photos may exist for this station.
 QP0647
 QP0647.The dynamic height is computed by dividing the NAVD 88
 QP0647.geopotential number by the normal gravity value computed on the
 QP0647.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QP0647.degrees latitude (g = 980.6199 gals.).
 QP0647
 QP0647.The modeled gravity was interpolated from observed gravity values.
 QP0647
 QP0647;                    North         East    Units  Estimated Accuracy
 QP0647;SPC MN C     -   192,990.3     719,601.9     MT  (+/- 3 meters HH1 GPS) 
 QP0647
 QP0647_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUL2254677911(NAD 83)
 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
 QP0647.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QP0647.See file dsdata.pdf to determine how the superseded data were derived.
 QP0647
 QP0647_MARKER: DB = BENCH MARK DISK
 QP0647_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 QP0647_SP_SET: BRIDGE ABUTMENT
 QP0647_STAMPING: 2180 CC 1966
 QP0647_MARK LOGO: MNHD
 QP0647_MAGNETIC: N = NO MAGNETIC MATERIAL
 QP0647_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QP0647_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 QP0647+SATELLITE: SATELLITE OBSERVATIONS - July 01, 2015
 QP0647
 QP0647  HISTORY     - Date     Condition        Report By
 QP0647  HISTORY     - 19660401 MONUMENTED       MNHD
 QP0647  HISTORY     - 1968     GOOD             MNDT
 QP0647  HISTORY     - 20060807 GOOD             USPSQD
 QP0647  HISTORY     - 20150701 GOOD             MNDT
 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.
 QP0647
 QP0647                          STATION RECOVERY (2015)
 QP0647
 QP0647'RECOVERY NOTE BY MN DEPT OF TRANSP 2015 (KMS)
 QP0647'THE STATION IS LOCATED ABOUT 6.9 MI (11.1 KM) WEST-SOUTHWEST OF
 QP0647'OSAKIS, 5.8 MI (9.3 KM) SOUTHEAST OF ALEXANDRIA AND 4.4 MI (7.1 KM)
 QP0647'NORTHEAST OF FORADA.
 QP0647'
 QP0647'TO REACH THE MARK IN BRIDGE ABUTMENT IN SOUTHEAST CORNER OF COUNTY
 QP0647'ROAD 17 BRIDGE NUMBER 21819 OVER INTERSTATE HIGHWAY 94, 6.2 MI (10.0
 QP0647'KM) WEST ALONG INTERSTATE HIGHWAY 94 FROM THE JUNCTION OF INTERSTATE
 QP0647'HIGHWAY 94 AND TRUNK HIGHWAY 27 (JUNCTION IS 1.5 MI (2.4 KM) SOUTH OF
 QP0647'OSAKIS), AT INTERSTATE HIGHWAY 94 MILE POINT 108.2.
 QP0647'
 QP0647'THE MARK IS LOCATED 17.1 FT (5.2 M) EAST OF COUNTY ROAD 17.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 QP0646 ***********************************************************************
 QP0646  DESIGNATION -  2180 CC 1
 QP0646  PID         -  QP0646
 QP0646  STATE/COUNTY-  MN/DOUGLAS
 QP0646  COUNTRY     -  US
 QP0646  USGS QUAD   -  FORADA (2019)
 QP0646
 QP0646                         *CURRENT SURVEY CONTROL
 QP0646  ______________________________________________________________________
 QP0646* NAD 83(2011) POSITION- 45 49 57.32508(N) 095 17 03.58753(W)   ADJUSTED
 QP0646* NAD 83(2011) ELLIP HT-   397.678 (meters)        (02/26/15)   ADJUSTED
 QP0646* NAD 83(2011) EPOCH   -  2010.00
 QP0646* NAVD 88 ORTHO HEIGHT -   423.818 (meters)     1390.48  (feet) ADJUSTED
 QP0646  ______________________________________________________________________
 QP0646  GEOID HEIGHT    -        -26.141 (meters)                     GEOID18
 QP0646  NAD 83(2011) X  -   -410,018.076 (meters)                     COMP
 QP0646  NAD 83(2011) Y  - -4,433,042.245 (meters)                     COMP
 QP0646  NAD 83(2011) Z  -  4,552,587.382 (meters)                     COMP
 QP0646  LAPLACE CORR    -         -2.54  (seconds)                    DEFLEC18
 QP0646  DYNAMIC HEIGHT  -        423.813 (meters)     1390.46  (feet) COMP
 QP0646  MODELED GRAVITY -    980,590.6   (mgal)                       NAVD 88
 QP0646
 QP0646  VERT ORDER      -  SECOND    CLASS I
 QP0646
 QP0646  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 QP0646  Standards:
 QP0646         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 QP0646            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 QP0646  -------------------------------------------------------------------
 QP0646  NETWORK    1.18   0.86           0.50   0.44   0.44      0.36474985
 QP0646  -------------------------------------------------------------------
 QP0646  Click here for local accuracies and other accuracy information.
 QP0646
 QP0646.The horizontal coordinates were established by GPS observations
 QP0646.and adjusted by the MN DEPT OF TRANSP in February 2015.
 QP0646
 QP0646.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 QP0646.been affixed to the stable North American tectonic plate. See 
 QP0646.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 QP0646
 QP0646.The horizontal coordinates are valid at the epoch date displayed above
 QP0646.which is a decimal equivalence of Year/Month/Day.
 QP0646
 QP0646.The orthometric height was determined by differential leveling and
 QP0646.adjusted by the NATIONAL GEODETIC SURVEY
 QP0646.in February 2018.
 QP0646
 QP0646.Significant digits in the geoid height do not necessarily reflect accuracy.
 QP0646.GEOID18 height accuracy estimate available here.
 QP0646
 QP0646.Click photographs - Photos may exist for this station.
 QP0646
 QP0646.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 QP0646
 QP0646.The Laplace correction was computed from DEFLEC18 derived deflections.
 QP0646
 QP0646.The ellipsoidal height was determined by GPS observations
 QP0646.and is referenced to NAD 83.
 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. The following values were computed from the NAD 83(2011) position.
 QP0646
 QP0646;                    North         East     Units Scale Factor Converg.
 QP0646;SPC MN C     -   193,064.090   719,641.584   MT  0.99996021   -0 44 53.6
 QP0646;SPC MN C     -   633,411.10  2,361,024.10   sFT  0.99996021   -0 44 53.6
 QP0646;UTM  15      - 5,077,984.918   322,587.669   MT  0.99998696   -1 38 20.4
 QP0646
 QP0646!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QP0646!SPC MN C     -   0.99993766  x   0.99996021  =   0.99989787
 QP0646!UTM  15      -   0.99993766  x   0.99998696  =   0.99992462
 QP0646
 QP0646:                Primary Azimuth Mark                     Grid Az
 QP0646:SPC MN C     -  PAWLAK                                   185 34 05.7
 QP0646:UTM  15      -  PAWLAK                                   186 27 32.5
 QP0646
 QP0646_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUL2258777984(NAD 83)
 QP0646
 QP0646|---------------------------------------------------------------------|
 QP0646| PID    Reference Object                     Distance      Geod. Az  |
 QP0646|                                                           dddmmss.s |
 QP0646| QP0648 PAWLAK                              APPROX. 0.5 KM 1844912.1 |
 QP0646| DP6486 CHARGERS                            138.837 METERS 27017     |
 QP0646|---------------------------------------------------------------------|
 QP0646
 QP0646                          SUPERSEDED SURVEY CONTROL
 QP0646
 QP0646  NAVD 88 (06/15/91)  423.811  (m)         1390.45   (f) SUPERSEDED  2 0
 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
 QP0646.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QP0646.See file dsdata.pdf to determine how the superseded data were derived.
 QP0646
 QP0646_MARKER: DB = BENCH MARK DISK
 QP0646_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 QP0646_STAMPING: 2180 CC 1 1966
 QP0646_MARK LOGO: MNHD
 QP0646_PROJECTION: RECESSED 25 CENTIMETERS
 QP0646_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 QP0646_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QP0646_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QP0646+SATELLITE: SATELLITE OBSERVATIONS - June 16, 2021
 QP0646
 QP0646  HISTORY     - Date     Condition        Report By
 QP0646  HISTORY     - 1966     MONUMENTED       MNHD
 QP0646  HISTORY     - 1968     GOOD             MNHD
 QP0646  HISTORY     - 20110831 GOOD             MNDT
 QP0646  HISTORY     - 20150701 GOOD             MNDT
 QP0646  HISTORY     - 20210616 GOOD             MNDT
 QP0646
 QP0646                          STATION DESCRIPTION
 QP0646
 QP0646'DESCRIBED BY MN HIGHWAY DEPT 1968
 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, T127N, R37W.
 QP0646
 QP0646                          STATION RECOVERY (2011)
 QP0646
 QP0646'RECOVERY NOTE BY MN DEPT OF TRANSP 2011 (TXM)
 QP0646'RECOVERED AS DESCRIBED.
 QP0646
 QP0646                          STATION RECOVERY (2015)
 QP0646
 QP0646'RECOVERY NOTE BY MN DEPT OF TRANSP 2015 (KMS)
 QP0646'RECOVERED AS DESCRIBED.
 QP0646
 QP0646                          STATION RECOVERY (2021)
 QP0646
 QP0646'RECOVERY NOTE BY MN DEPT OF TRANSP 2021 (KMS)
 QP0646'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 QP0870 ***********************************************************************
 QP0870  DESIGNATION -  2180 D
 QP0870  PID         -  QP0870
 QP0870  STATE/COUNTY-  MN/DOUGLAS
 QP0870  COUNTRY     -  US
 QP0870  USGS QUAD   -  QUAM LAKE (2019)
 QP0870
 QP0870                         *CURRENT SURVEY CONTROL
 QP0870  ______________________________________________________________________
 QP0870* NAD 83(2011) POSITION- 45 59 22.57077(N) 095 42 54.90615(W)   ADJUSTED
 QP0870* NAD 83(2011) ELLIP HT-   381.185 (meters)        (06/27/12)   ADJUSTED
 QP0870* NAD 83(2011) EPOCH   -  2010.00
 QP0870* NAVD 88 ORTHO HEIGHT -   407.534 (meters)     1337.05  (feet) ADJUSTED
 QP0870  ______________________________________________________________________
 QP0870  GEOID HEIGHT    -        -26.344 (meters)                     GEOID18
 QP0870  NAD 83(2011) X  -   -442,097.584 (meters)                     COMP
 QP0870  NAD 83(2011) Y  - -4,417,348.265 (meters)                     COMP
 QP0870  NAD 83(2011) Z  -  4,564,718.844 (meters)                     COMP
 QP0870  LAPLACE CORR    -          1.04  (seconds)                    DEFLEC18
 QP0870  DYNAMIC HEIGHT  -        407.528 (meters)     1337.03  (feet) COMP
 QP0870  MODELED GRAVITY -    980,588.2   (mgal)                       NAVD 88
 QP0870
 QP0870  VERT ORDER      -  SECOND    CLASS I
 QP0870
 QP0870  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 QP0870  Standards:
 QP0870         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 QP0870            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 QP0870  -------------------------------------------------------------------
 QP0870  NETWORK    0.45   0.39           0.21   0.15   0.20      0.13846845
 QP0870  -------------------------------------------------------------------
 QP0870  Click here for local accuracies and other accuracy information.
 QP0870
 QP0870.The horizontal coordinates were established by GPS observations
 QP0870.and adjusted by the National Geodetic Survey in June 2012.
 QP0870
 QP0870.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 QP0870.been affixed to the stable North American tectonic plate. See 
 QP0870.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 QP0870
 QP0870.The horizontal coordinates are valid at the epoch date displayed above
 QP0870.which is a decimal equivalence of Year/Month/Day.
 QP0870
 QP0870.The orthometric height was determined by differential leveling and
 QP0870.adjusted by the NATIONAL GEODETIC SURVEY
 QP0870.in August 2000.
 QP0870
 QP0870.Significant digits in the geoid height do not necessarily reflect accuracy.
 QP0870.GEOID18 height accuracy estimate available here.
 QP0870
 QP0870.Click photographs - Photos may exist for this station.
 QP0870
 QP0870.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 QP0870
 QP0870.The Laplace correction was computed from DEFLEC18 derived deflections.
 QP0870
 QP0870.The ellipsoidal height was determined by GPS observations
 QP0870.and is referenced to NAD 83.
 QP0870
 QP0870.The dynamic height is computed by dividing the NAVD 88
 QP0870.geopotential number by the normal gravity value computed on the
 QP0870.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QP0870.degrees latitude (g = 980.6199 gals.).
 QP0870
 QP0870.The modeled gravity was interpolated from observed gravity values.
 QP0870
 QP0870. The following values were computed from the NAD 83(2011) position.
 QP0870
 QP0870;                    North         East     Units Scale Factor Converg.
 QP0870;SPC MN C     -   211,040.382   686,488.788   MT  0.99994009   -1 03 35.8
 QP0870;SPC MN C     -   692,388.32  2,252,255.30   sFT  0.99994009   -1 03 35.8
 QP0870;UTM  15      - 5,096,477.274   289,715.024   MT  1.00014364   -1 57 12.8
 QP0870
 QP0870!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QP0870!SPC MN C     -   0.99994025  x   0.99994009  =   0.99988034
 QP0870!UTM  15      -   0.99994025  x   1.00014364  =   1.00008388
 QP0870
 QP0870:                Primary Azimuth Mark                     Grid Az
 QP0870:SPC MN C     -  2180 39 A                                316 20 02.6
 QP0870:UTM  15      -  2180 39 A                                317 13 39.6
 QP0870
 QP0870_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTL8971596477(NAD 83)
 QP0870
 QP0870|---------------------------------------------------------------------|
 QP0870| PID    Reference Object                     Distance      Geod. Az  |
 QP0870|                                                           dddmmss.s |
 QP0870| QP0973 2180 39 A                           APPROX. 1.4 KM 3151626.8 |
 QP0870|---------------------------------------------------------------------|
 QP0870
 QP0870                          SUPERSEDED SURVEY CONTROL
 QP0870
 QP0870  NAD 83(2007)-  45 59 22.57080(N)    095 42 54.90711(W) AD(2002.00) 0
 QP0870  ELLIP H (02/10/07)  381.218  (m)                       GP(2002.00)    
 QP0870  NAD 83(1996)-  45 59 22.57036(N)    095 42 54.90670(W) AD(       ) 1
 QP0870  ELLIP H (04/26/05)  381.241  (m)                       GP(       ) 3 2
 QP0870  NAVD 88             407.53   (m)         1337.0    (f) LEVELING    3  
 QP0870  NAVD 88 (06/15/91)  407.526  (m)         1337.02   (f) SUPERSEDED  2 0
 QP0870  NGVD 29 (??/??/92)  407.332  (m)         1336.39   (f) ADJ UNCH    2 0
 QP0870
 QP0870.Superseded values are not recommended for survey control.
 QP0870
 QP0870.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QP0870.See file dsdata.pdf to determine how the superseded data were derived.
 QP0870
 QP0870_MARKER: DB = BENCH MARK DISK
 QP0870_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 QP0870_STAMPING: 2180 D 1966
 QP0870_MARK LOGO: MNHD
 QP0870_PROJECTION: RECESSED 5 CENTIMETERS
 QP0870_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 QP0870_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QP0870_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QP0870+SATELLITE: SATELLITE OBSERVATIONS - June 29, 2015
 QP0870
 QP0870  HISTORY     - Date     Condition        Report By
 QP0870  HISTORY     - 1966     MONUMENTED       MNHD
 QP0870  HISTORY     - 1967     GOOD             MNHD
 QP0870  HISTORY     - 19950207 GOOD             MNDT
 QP0870  HISTORY     - 20041115 GOOD             MNDT
 QP0870  HISTORY     - 20050105 GOOD             MNDT
 QP0870  HISTORY     - 20110818 GOOD             MNDT
 QP0870  HISTORY     - 20150629 GOOD             MNDT
 QP0870
 QP0870                          STATION DESCRIPTION
 QP0870
 QP0870'DESCRIBED BY MN HIGHWAY DEPT 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
 QP0870'POS.
 QP0870
 QP0870                          STATION RECOVERY (2005)
 QP0870
 QP0870'RECOVERY NOTE BY MN DEPT OF TRANSP 2005 (DAS)
 QP0870'RECOVERED AS DESCRIBED.
 QP0870
 QP0870                          STATION RECOVERY (2011)
 QP0870
 QP0870'RECOVERY NOTE BY MN DEPT OF TRANSP 2011 (DXS)
 QP0870'RECOVERED AS DESCRIBED.
 QP0870
 QP0870                          STATION RECOVERY (2015)
 QP0870
 QP0870'RECOVERY NOTE BY MN DEPT OF TRANSP 2015 (MAS)
 QP0870'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 QP0645 ***********************************************************************
 QP0645  DESIGNATION -  2180 DD
 QP0645  PID         -  QP0645
 QP0645  STATE/COUNTY-  MN/DOUGLAS
 QP0645  COUNTRY     -  US
 QP0645  USGS QUAD   -  FORADA (2019)
 QP0645
 QP0645                         *CURRENT SURVEY CONTROL
 QP0645  ______________________________________________________________________
 QP0645* NAD 83(2011) POSITION- 45 49 53.66242(N) 095 15 50.12443(W)   ADJUSTED
 QP0645* NAD 83(2011) ELLIP HT-   392.643 (meters)        (02/26/15)   ADJUSTED
 QP0645* NAD 83(2011) EPOCH   -  2010.00
 QP0645* NAVD 88 ORTHO HEIGHT -   418.862 (meters)     1374.22  (feet) ADJUSTED
 QP0645  ______________________________________________________________________
 QP0645  GEOID HEIGHT    -        -26.161 (meters)                     GEOID18
 QP0645  NAD 83(2011) X  -   -408,446.302 (meters)                     COMP
 QP0645  NAD 83(2011) Y  - -4,433,265.279 (meters)                     COMP
 QP0645  NAD 83(2011) Z  -  4,552,504.973 (meters)                     COMP
 QP0645  LAPLACE CORR    -         -2.85  (seconds)                    DEFLEC18
 QP0645  DYNAMIC HEIGHT  -        418.857 (meters)     1374.20  (feet) COMP
 QP0645  MODELED GRAVITY -    980,590.4   (mgal)                       NAVD 88
 QP0645
 QP0645  VERT ORDER      -  SECOND    CLASS I
 QP0645
 QP0645  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 QP0645  Standards:
 QP0645         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 QP0645            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 QP0645  -------------------------------------------------------------------
 QP0645  NETWORK    1.33   0.90           0.56   0.49   0.46      0.42615215
 QP0645  -------------------------------------------------------------------
 QP0645  Click here for local accuracies and other accuracy information.
 QP0645
 QP0645.The horizontal coordinates were established by GPS observations
 QP0645.and adjusted by the MN DEPT OF TRANSP in February 2015.
 QP0645
 QP0645.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 QP0645.been affixed to the stable North American tectonic plate. See 
 QP0645.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 QP0645
 QP0645.The horizontal coordinates are valid at the epoch date displayed above
 QP0645.which is a decimal equivalence of Year/Month/Day.
 QP0645
 QP0645.The orthometric height was determined by differential leveling and
 QP0645.adjusted by the NATIONAL GEODETIC SURVEY
 QP0645.in February 2018.
 QP0645
 QP0645.Significant digits in the geoid height do not necessarily reflect accuracy.
 QP0645.GEOID18 height accuracy estimate available here.
 QP0645
 QP0645.Click photographs - Photos may exist for this station.
 QP0645
 QP0645.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 QP0645
 QP0645.The Laplace correction was computed from DEFLEC18 derived deflections.
 QP0645
 QP0645.The ellipsoidal height was determined by GPS observations
 QP0645.and is referenced to NAD 83.
 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. The following values were computed from the NAD 83(2011) position.
 QP0645
 QP0645;                    North         East     Units Scale Factor Converg.
 QP0645;SPC MN C     -   192,930.522   721,225.450   MT  0.99996037   -0 44 00.5
 QP0645;SPC MN C     -   632,972.89  2,366,220.50   sFT  0.99996037   -0 44 00.5
 QP0645;UTM  15      - 5,077,826.738   324,169.304   MT  0.99998009   -1 37 27.5
 QP0645
 QP0645!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QP0645!SPC MN C     -   0.99993845  x   0.99996037  =   0.99989882
 QP0645!UTM  15      -   0.99993845  x   0.99998009  =   0.99991854
 QP0645
 QP0645:                Primary Azimuth Mark                     Grid Az
 QP0645:SPC MN C     -  SMITH                                    358 06 59.1
 QP0645:UTM  15      -  SMITH                                    359 00 26.1
 QP0645
 QP0645_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUL2416977826(NAD 83)
 QP0645
 QP0645|---------------------------------------------------------------------|
 QP0645| PID    Reference Object                     Distance      Geod. Az  |
 QP0645|                                                           dddmmss.s |
 QP0645| DP6555 SMITH                               APPROX. 0.6 KM 3572258.6 |
 QP0645|---------------------------------------------------------------------|
 QP0645
 QP0645                          SUPERSEDED SURVEY CONTROL
 QP0645
 QP0645  NAVD 88 (02/26/15)  418.8    (m)  GEOID12A model used  GPS OBS        
 QP0645  NAVD 88 (06/15/91)  418.709  (m)         1373.71   (f) SUPERSEDED  2 0
 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
 QP0645.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QP0645.See file dsdata.pdf to determine how the superseded data were derived.
 QP0645
 QP0645_MARKER: DB = BENCH MARK DISK
 QP0645_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 QP0645_STAMPING: 2180 DD 1966
 QP0645_MARK LOGO: MNHD
 QP0645_PROJECTION: PROJECTING 8 CENTIMETERS
 QP0645_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 QP0645_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QP0645_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 QP0645+SATELLITE: SATELLITE OBSERVATIONS - July 01, 2015
 QP0645
 QP0645  HISTORY     - Date     Condition        Report By
 QP0645  HISTORY     - 19660401 MONUMENTED       MNHD
 QP0645  HISTORY     - 1968     GOOD             MNDT
 QP0645  HISTORY     - 20110831 GOOD             MNDT
 QP0645  HISTORY     - 20150701 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.
 QP0645
 QP0645                          STATION RECOVERY (2011)
 QP0645
 QP0645'RECOVERY NOTE BY MN DEPT OF TRANSP 2011 (MXK)
 QP0645'RECOVERED AS DESCRIBED.
 QP0645
 QP0645                          STATION RECOVERY (2015)
 QP0645
 QP0645'RECOVERY NOTE BY MN DEPT OF TRANSP 2015 (KMS)
 QP0645'THE STATION IS LOCATED ABOUT 6.6 MI (10.6 KM) SOUTHEAST OF ALEXANDRIA,
 QP0645'5.9 MI (9.5 KM) WEST-SOUTHWEST OF OSAKIS AND 5.2 MI (8.4 KM)
 QP0645'EAST-NORTHEAST OF FORADA.
 QP0645'
 QP0645'TO REACH THE MARK GO 6.1 MI (9.8 KM) SOUTHEAST ON INTERSTATE HIGHWAY
 QP0645'94  FROM THE JUNCTION OF INTERSTATE HIGHWAY 94 AND TRUNK HIGHWAY 29 IN
 QP0645'ALEXANDRIA, AT INTERSTATE HIGHWAY 94 MILE POINT 109.25.
 QP0645'
 QP0645'THE MARK IS LOCATED 105.0 FT (32.0 M) SOUTH OF EASTBOUND INTERSTATE
 QP0645'HIGHWAY 94, 1.0 FT (0.3 M) SOUTH OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 QP0643 ***********************************************************************
 QP0643  DESIGNATION -  2180 DD 1
 QP0643  PID         -  QP0643
 QP0643  STATE/COUNTY-  MN/DOUGLAS
 QP0643  COUNTRY     -  US
 QP0643  USGS QUAD   -  OSAKIS (2019)
 QP0643
 QP0643                         *CURRENT SURVEY CONTROL
 QP0643  ______________________________________________________________________
 QP0643* NAD 83(2011) POSITION- 45 49 56.04477(N) 095 14 35.35475(W)   ADJUSTED
 QP0643* NAD 83(2011) ELLIP HT-   390.485 (meters)        (02/26/15)   ADJUSTED
 QP0643* NAD 83(2011) EPOCH   -  2010.00
 QP0643* NAVD 88 ORTHO HEIGHT -   416.645 (meters)     1366.94  (feet) ADJUSTED
 QP0643  ______________________________________________________________________
 QP0643  GEOID HEIGHT    -        -26.184 (meters)                     GEOID18
 QP0643  NAD 83(2011) X  -   -406,834.285 (meters)                     COMP
 QP0643  NAD 83(2011) Y  - -4,433,359.008 (meters)                     COMP
 QP0643  NAD 83(2011) Z  -  4,552,554.678 (meters)                     COMP
 QP0643  LAPLACE CORR    -         -3.01  (seconds)                    DEFLEC18
 QP0643  DYNAMIC HEIGHT  -        416.639 (meters)     1366.92  (feet) COMP
 QP0643  MODELED GRAVITY -    980,590.1   (mgal)                       NAVD 88
 QP0643
 QP0643  VERT ORDER      -  SECOND    CLASS I
 QP0643
 QP0643  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 QP0643  Standards:
 QP0643         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 QP0643            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 QP0643  -------------------------------------------------------------------
 QP0643  NETWORK    2.98   2.31           1.32   1.10   1.18      0.06946074
 QP0643  -------------------------------------------------------------------
 QP0643  Click here for local accuracies and other accuracy information.
 QP0643
 QP0643.The horizontal coordinates were established by GPS observations
 QP0643.and adjusted by the MN DEPT OF TRANSP in February 2015.
 QP0643
 QP0643.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 QP0643.been affixed to the stable North American tectonic plate. See 
 QP0643.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 QP0643
 QP0643.The horizontal coordinates are valid at the epoch date displayed above
 QP0643.which is a decimal equivalence of Year/Month/Day.
 QP0643
 QP0643.The orthometric height was determined by differential leveling and
 QP0643.adjusted by the NATIONAL GEODETIC SURVEY
 QP0643.in February 2018.
 QP0643
 QP0643.Significant digits in the geoid height do not necessarily reflect accuracy.
 QP0643.GEOID18 height accuracy estimate available here.
 QP0643
 QP0643.Click photographs - Photos may exist for this station.
 QP0643
 QP0643.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 QP0643
 QP0643.The Laplace correction was computed from DEFLEC18 derived deflections.
 QP0643
 QP0643.The ellipsoidal height was determined by GPS observations
 QP0643.and is referenced to NAD 83.
 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. The following values were computed from the NAD 83(2011) position.
 QP0643
 QP0643;                    North         East     Units Scale Factor Converg.
 QP0643;SPC MN C     -   192,983.622   722,839.916   MT  0.99996027   -0 43 06.4
 QP0643;SPC MN C     -   633,147.10  2,371,517.29   sFT  0.99996027   -0 43 06.4
 QP0643;UTM  15      - 5,077,854.729   325,784.426   MT  0.99997314   -1 36 33.9
 QP0643
 QP0643!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QP0643!SPC MN C     -   0.99993879  x   0.99996027  =   0.99989906
 QP0643!UTM  15      -   0.99993879  x   0.99997314  =   0.99991193
 QP0643
 QP0643_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUL2578477854(NAD 83)
 QP0643
 QP0643                          SUPERSEDED SURVEY CONTROL
 QP0643
 QP0643  NAVD 88 (06/15/91)  416.633  (m)         1366.90   (f) SUPERSEDED  2 0
 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
 QP0643.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QP0643.See file dsdata.pdf to determine how the superseded data were derived.
 QP0643
 QP0643_MARKER: DB = BENCH MARK DISK
 QP0643_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 QP0643_STAMPING: 2180 DD 1 1966
 QP0643_MARK LOGO: MNHD
 QP0643_PROJECTION: PROJECTING 3 CENTIMETERS
 QP0643_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 QP0643_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QP0643_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QP0643+SATELLITE: SATELLITE OBSERVATIONS - June 16, 2021
 QP0643
 QP0643  HISTORY     - Date     Condition        Report By
 QP0643  HISTORY     - 19660401 MONUMENTED       MNHD
 QP0643  HISTORY     - 1968     GOOD             MNDT
 QP0643  HISTORY     - 20110831 GOOD             MNDT
 QP0643  HISTORY     - 20150701 GOOD             MNDT
 QP0643  HISTORY     - 20210616 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.
 QP0643
 QP0643                          STATION RECOVERY (2011)
 QP0643
 QP0643'RECOVERY NOTE BY MN DEPT OF TRANSP 2011 (DXS)
 QP0643'RECOVERED AS DESCRIBED.
 QP0643
 QP0643                          STATION RECOVERY (2015)
 QP0643
 QP0643'RECOVERY NOTE BY MN DEPT OF TRANSP 2015 (MAS)
 QP0643'THE MARK IS LOCATED ABOUT 7.4 MI (11.9 KM) SOUTHEAST OF ALEXANDRIA.
 QP0643'
 QP0643'TO REACH THE MARK GO 7.1 MI (11.4 KM) SOUTHEAST ON INTERSTATE HIGHWAY
 QP0643'94  FROM THE JUNCTION OF INTERSTATE HIGHWAY 94 AND TRUNK HIGHWAY 29 IN
 QP0643'ALEXANDRIA, AT INTERSTATE HIGHWAY 94 MILE POINT 110.2.
 QP0643'
 QP0643'THE MARK IS LOCATED 97.0 FT (29.6 M) NORTH OF WESTBOUND INTERSTATE
 QP0643'HIGHWAY 94, 3.0 FT (0.9 M) SOUTH OF RIGHT-OF-WAY FENCE, 0.5 FT (15 CM)
 QP0643'EAST OF A WITNESS POST.
 QP0643
 QP0643                          STATION RECOVERY (2021)
 QP0643
 QP0643'RECOVERY NOTE BY MN DEPT OF TRANSP 2021 (KMS)
 QP0643'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 QP0641 ***********************************************************************
 QP0641  DESIGNATION -  2180 DD 2
 QP0641  PID         -  QP0641
 QP0641  STATE/COUNTY-  MN/DOUGLAS
 QP0641  COUNTRY     -  US
 QP0641  USGS QUAD   -  OSAKIS (2019)
 QP0641
 QP0641                         *CURRENT SURVEY CONTROL
 QP0641  ______________________________________________________________________
 QP0641* NAD 83(2011) POSITION- 45 49 52.83401(N) 095 13 20.57518(W)   ADJUSTED
 QP0641* NAD 83(2011) ELLIP HT-   389.448 (meters)        (02/26/15)   ADJUSTED
 QP0641* NAD 83(2011) EPOCH   -  2010.00
 QP0641* NAVD 88 ORTHO HEIGHT -   415.652 (meters)     1363.68  (feet) ADJUSTED
 QP0641  ______________________________________________________________________
 QP0641  GEOID HEIGHT    -        -26.209 (meters)                     GEOID18
 QP0641  NAD 83(2011) X  -   -405,233.389 (meters)                     COMP
 QP0641  NAD 83(2011) Y  - -4,433,576.306 (meters)                     COMP
 QP0641  NAD 83(2011) Z  -  4,552,484.859 (meters)                     COMP
 QP0641  LAPLACE CORR    -         -3.20  (seconds)                    DEFLEC18
 QP0641  DYNAMIC HEIGHT  -        415.646 (meters)     1363.67  (feet) COMP
 QP0641  MODELED GRAVITY -    980,589.6   (mgal)                       NAVD 88
 QP0641
 QP0641  VERT ORDER      -  SECOND    CLASS I
 QP0641
 QP0641  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 QP0641  Standards:
 QP0641         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 QP0641            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 QP0641  -------------------------------------------------------------------
 QP0641  NETWORK    0.91   0.84           0.41   0.32   0.43      0.10379891
 QP0641  -------------------------------------------------------------------
 QP0641  Click here for local accuracies and other accuracy information.
 QP0641
 QP0641.The horizontal coordinates were established by GPS observations
 QP0641.and adjusted by the MN DEPT OF TRANSP in February 2015.
 QP0641
 QP0641.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 QP0641.been affixed to the stable North American tectonic plate. See 
 QP0641.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 QP0641
 QP0641.The horizontal coordinates are valid at the epoch date displayed above
 QP0641.which is a decimal equivalence of Year/Month/Day.
 QP0641
 QP0641.The orthometric height was determined by differential leveling and
 QP0641.adjusted by the NATIONAL GEODETIC SURVEY
 QP0641.in February 2018.
 QP0641
 QP0641.Significant digits in the geoid height do not necessarily reflect accuracy.
 QP0641.GEOID18 height accuracy estimate available here.
 QP0641
 QP0641.Click photographs - Photos may exist for this station.
 QP0641
 QP0641.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 QP0641
 QP0641.The Laplace correction was computed from DEFLEC18 derived deflections.
 QP0641
 QP0641.The ellipsoidal height was determined by GPS observations
 QP0641.and is referenced to NAD 83.
 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. The following values were computed from the NAD 83(2011) position.
 QP0641
 QP0641;                    North         East     Units Scale Factor Converg.
 QP0641;SPC MN C     -   192,864.479   724,452.442   MT  0.99996040   -0 42 12.3
 QP0641;SPC MN C     -   632,756.21  2,376,807.72   sFT  0.99996040   -0 42 12.3
 QP0641;UTM  15      - 5,077,710.522   327,394.920   MT  0.99996628   -1 35 40.2
 QP0641
 QP0641!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QP0641!SPC MN C     -   0.99993895  x   0.99996040  =   0.99989935
 QP0641!UTM  15      -   0.99993895  x   0.99996628  =   0.99990523
 QP0641
 QP0641_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUL2739477710(NAD 83)
 QP0641
 QP0641                          SUPERSEDED SURVEY CONTROL
 QP0641
 QP0641  NAVD 88 (06/15/91)  415.643  (m)         1363.66   (f) SUPERSEDED  2 0
 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
 QP0641.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QP0641.See file dsdata.pdf to determine how the superseded data were derived.
 QP0641
 QP0641_MARKER: DB = BENCH MARK DISK
 QP0641_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 QP0641_STAMPING: 2180 DD 2 1966
 QP0641_MARK LOGO: MNHD
 QP0641_PROJECTION: PROJECTING 5 CENTIMETERS
 QP0641_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 QP0641_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QP0641_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QP0641+SATELLITE: SATELLITE OBSERVATIONS - July 01, 2015
 QP0641
 QP0641  HISTORY     - Date     Condition        Report By
 QP0641  HISTORY     - 19660401 MONUMENTED       MNHD
 QP0641  HISTORY     - 1968     GOOD             MNDT
 QP0641  HISTORY     - 20110831 GOOD             MNDT
 QP0641  HISTORY     - 20150701 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.
 QP0641
 QP0641                          STATION RECOVERY (2011)
 QP0641
 QP0641'RECOVERY NOTE BY MN DEPT OF TRANSP 2011 (CXJ)
 QP0641'RECOVERED AS DESCRIBED.
 QP0641
 QP0641                          STATION RECOVERY (2015)
 QP0641
 QP0641'RECOVERY NOTE BY MN DEPT OF TRANSP 2015 (MAS)
 QP0641'HE MARK IS LOCATED ABOUT T8.4 MILES SOUTHEAST OF ALEXANDRIA.
 QP0641'
 QP0641'TO REACH THE MARK GO 8.1 MI (13.0 KM) SOUTHEAST ON INTERSTATE HIGHWAY
 QP0641'94  FROM THE JUNCTION OF INTERSTATE HIGHWAY 94 AND TRUNK HIGHWAY 29 IN
 QP0641'ALEXANDRIA, AT INTERSTATE HIGHWAY 94 MILE POINT 111.3.
 QP0641'
 QP0641'THE MARK IS LOCATED 98.0 FT (29.9 M) SOUTH OF INTERSTATE HIGHWAY 94,
 QP0641'7.9 FT (2.4 M) WEST OF CABLE MARKER, 2.0 FT (0.6 M) NORTH OF
 QP0641'RIGHT-OF-WAY FENCE, 0.7 FT (21 CM) NORTH OF A WITNESS POST, 3.3 FT
 QP0641'(1.0 M) NORTHWEST OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 QP0864 ***********************************************************************
 QP0864  DESIGNATION -  2180 E
 QP0864  PID         -  QP0864
 QP0864  STATE/COUNTY-  MN/DOUGLAS
 QP0864  COUNTRY     -  US
 QP0864  USGS QUAD   -  QUAM LAKE (2019)
 QP0864
 QP0864                         *CURRENT SURVEY CONTROL
 QP0864  ______________________________________________________________________
 QP0864* NAD 83(1986) POSITION- 45 59 08.67   (N) 095 41 47.98   (W)   HD_HELD1
 QP0864* NAVD 88 ORTHO HEIGHT -   415.413 (meters)     1362.90  (feet) ADJUSTED
 QP0864  ______________________________________________________________________
 QP0864  GEOID HEIGHT    -        -26.331 (meters)                     GEOID18
 QP0864  DYNAMIC HEIGHT  -        415.407 (meters)     1362.88  (feet) COMP
 QP0864  MODELED GRAVITY -    980,588.0   (mgal)                       NAVD 88
 QP0864
 QP0864  VERT ORDER      -  SECOND    CLASS I
 QP0864
 QP0864.The horizontal coordinates were determined by differentially corrected
 QP0864.hand held GPS observations or other comparable positioning techniques
 QP0864.and have an estimated accuracy of +/- 3 meters.
 QP0864
 QP0864.The orthometric height was determined by differential leveling and
 QP0864.adjusted by the NATIONAL GEODETIC SURVEY
 QP0864.in February 2018.
 QP0864
 QP0864.Significant digits in the geoid height do not necessarily reflect accuracy.
 QP0864.GEOID18 height accuracy estimate available here.
 QP0864
 QP0864.Click photographs - Photos may exist for this station.
 QP0864
 QP0864.The dynamic height is computed by dividing the NAVD 88
 QP0864.geopotential number by the normal gravity value computed on the
 QP0864.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QP0864.degrees latitude (g = 980.6199 gals.).
 QP0864
 QP0864.The modeled gravity was interpolated from observed gravity values.
 QP0864
 QP0864;                    North         East    Units  Estimated Accuracy
 QP0864;SPC MN C     -   210,584.8     687,921.0     MT  (+/- 3 meters HH1 GPS) 
 QP0864
 QP0864_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTL9114095999(NAD 83)
 QP0864
 QP0864                          SUPERSEDED SURVEY CONTROL
 QP0864
 QP0864  NAVD 88 (06/15/91)  415.412  (m)         1362.90   (f) SUPERSEDED  2 1
 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
 QP0864.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QP0864.See file dsdata.pdf to determine how the superseded data were derived.
 QP0864
 QP0864_MARKER: DB = BENCH MARK DISK
 QP0864_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 QP0864_SP_SET: BRIDGE ABUTMENT
 QP0864_STAMPING: 2180 E 1966
 QP0864_MARK LOGO: MNHD
 QP0864_MAGNETIC: N = NO MAGNETIC MATERIAL
 QP0864_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QP0864_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 QP0864+SATELLITE: SATELLITE OBSERVATIONS - June 29, 2015
 QP0864
 QP0864  HISTORY     - Date     Condition        Report By
 QP0864  HISTORY     - 1966     MONUMENTED       MNHD
 QP0864  HISTORY     - 1967     GOOD             MNDT
 QP0864  HISTORY     - 20050105 GOOD             MNDT
 QP0864  HISTORY     - 20150629 GOOD             MNDT
 QP0864
 QP0864                          STATION DESCRIPTION
 QP0864
 QP0864'DESCRIBED BY MN DEPT OF TRANSP 1967
 QP0864'1.5 MI S FROM EVANSVILLE.
 QP0864'MARK IS A STANDARD MINNESOTA HIGHWAY DEPARTMENT DISK, STAMPED 2180 E
 QP0864'1966, SET IN THE SOUTHEAST CORNER ABUTMENT OF BRIDGE (NO. 21823).
 QP0864'WESTBOUND F.A.I. 94 OVER COUNTY ROAD NO. 1.  MARK IS LOCATED IN THE SE
 QP0864'1/4, SECTION 15, T129N, R40W.  ABOUT 1.5 MILES SOUTH OF EVANSVILLE.
 QP0864
 QP0864                          STATION RECOVERY (2005)
 QP0864
 QP0864'RECOVERY NOTE BY MN DEPT OF TRANSP 2005 (DAS)
 QP0864'THE MARK IS LOCATED ABOUT 8.6 MI (13.8 KM) SOUTHWEST OF MILLERVILLE,
 QP0864'5.8 MI (9.3 KM) EAST OF ERDAHL, 4.9 MI (7.9 KM) WEST-NORTHWEST OF
 QP0864'BRANDON AND 1.4 MI (2.3 KM) SOUTH-SOUTHWEST OF EVANSVILLE.
 QP0864'
 QP0864'THE MARK IS 1.5 MI (2.4 KM) SOUTH OF EVANSVILLE, AT I-94 MILE POINT
 QP0864'84.7.
 QP0864'
 QP0864'THE MARK IS FOUND IN THE SOUTHEAST ABUTMENT OF WESTBOUND I-94 BRIDGE
 QP0864'NUMBER 21823 OVER COUNTY ROAD 1.
 QP0864
 QP0864                          STATION RECOVERY (2015)
 QP0864
 QP0864'RECOVERY NOTE BY MN DEPT OF TRANSP 2015 (JMH)
 QP0864'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 QP0640 ***********************************************************************
 QP0640  DESIGNATION -  2180 EE
 QP0640  PID         -  QP0640
 QP0640  STATE/COUNTY-  MN/DOUGLAS
 QP0640  COUNTRY     -  US
 QP0640  USGS QUAD   -  OSAKIS (2019)
 QP0640
 QP0640                         *CURRENT SURVEY CONTROL
 QP0640  ______________________________________________________________________
 QP0640* NAD 83(1986) POSITION- 45 49 53.22   (N) 095 12 08.11   (W)   HD_HELD1
 QP0640* NAVD 88 ORTHO HEIGHT -   425.844 (meters)     1397.12  (feet) ADJUSTED
 QP0640  ______________________________________________________________________
 QP0640  GEOID HEIGHT    -        -26.234 (meters)                     GEOID18
 QP0640  DYNAMIC HEIGHT  -        425.838 (meters)     1397.10  (feet) COMP
 QP0640  MODELED GRAVITY -    980,588.9   (mgal)                       NAVD 88
 QP0640
 QP0640  VERT ORDER      -  SECOND    CLASS I
 QP0640
 QP0640.The horizontal coordinates were determined by differentially corrected
 QP0640.hand held GPS observations or other comparable positioning techniques
 QP0640.and have an estimated accuracy of +/- 3 meters.
 QP0640
 QP0640.The orthometric height was determined by differential leveling and
 QP0640.adjusted by the NATIONAL GEODETIC SURVEY
 QP0640.in June 1991.
 QP0640
 QP0640.Significant digits in the geoid height do not necessarily reflect accuracy.
 QP0640.GEOID18 height accuracy estimate available here.
 QP0640
 QP0640.Click photographs - Photos may exist for this station.
 QP0640
 QP0640.The dynamic height is computed by dividing the NAVD 88
 QP0640.geopotential number by the normal gravity value computed on the
 QP0640.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QP0640.degrees latitude (g = 980.6199 gals.).
 QP0640
 QP0640.The modeled gravity was interpolated from observed gravity values.
 QP0640
 QP0640;                    North         East    Units  Estimated Accuracy
 QP0640;SPC MN C     -   192,857.4     726,016.4     MT  (+/- 3 meters HH1 GPS) 
 QP0640
 QP0640_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUL2895877679(NAD 83)
 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
 QP0640.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QP0640.See file dsdata.pdf to determine how the superseded data were derived.
 QP0640
 QP0640_MARKER: DB = BENCH MARK DISK
 QP0640_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 QP0640_SP_SET: BRIDGE ABUTMENT
 QP0640_STAMPING: 2180 EE 1966
 QP0640_MARK LOGO: MNHD
 QP0640_MAGNETIC: N = NO MAGNETIC MATERIAL
 QP0640_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QP0640_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 QP0640+SATELLITE: SATELLITE OBSERVATIONS - July 01, 2015
 QP0640
 QP0640  HISTORY     - Date     Condition        Report By
 QP0640  HISTORY     - 19660401 MONUMENTED       MNHD
 QP0640  HISTORY     - 1968     GOOD             MNDT
 QP0640  HISTORY     - 20150701 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.
 QP0640
 QP0640                          STATION RECOVERY (2015)
 QP0640
 QP0640'RECOVERY NOTE BY MN DEPT OF TRANSP 2015 (MAS)
 QP0640'HE MARK IS LOCATED ABOUT T9.2 MILES SOUTHEAST OF ALEXANDRIA.
 QP0640'
 QP0640'TO REACH THE MARK IN BRIDGE ABUTMENT IN SOUTHEAST CORNER OF COUNTY
 QP0640'ROAD 2 BRIDGE NUMBER 21820 OVER INTERSTATE HIGHWAY 94, 9.1 MI (14.6
 QP0640'KM) SOUTHEAST ALONG INTERSTATE HIGHWAY 94  FROM THE JUNCTION OF
 QP0640'INTERSTATE HIGHWAY 94 AND TRUNK HIGHWAY 29 IN ALEXANDRIA, AT
 QP0640'INTERSTATE HIGHWAY 94 MILE POINT 112.25.
 QP0640'
 QP0640'THE MARK IS LOCATED 18.0 FT (5.5 M) EAST OF COUNTY ROAD 2.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 QP0639 ***********************************************************************
 QP0639  DESIGNATION -  2180 EE 1
 QP0639  PID         -  QP0639
 QP0639  STATE/COUNTY-  MN/DOUGLAS
 QP0639  COUNTRY     -  US
 QP0639  USGS QUAD   -  OSAKIS (2019)
 QP0639
 QP0639                         *CURRENT SURVEY CONTROL
 QP0639  ______________________________________________________________________
 QP0639* NAD 83(2011) POSITION- 45 49 57.77551(N) 095 10 47.88264(W)   ADJUSTED
 QP0639* NAD 83(2011) ELLIP HT-   383.692 (meters)        (06/27/12)   ADJUSTED
 QP0639* NAD 83(2011) EPOCH   -  2010.00
 QP0639* NAVD 88 ORTHO HEIGHT -   409.945 (meters)     1344.96  (feet) ADJUSTED
 QP0639  ______________________________________________________________________
 QP0639  GEOID HEIGHT    -        -26.266 (meters)                     GEOID18
 QP0639  NAD 83(2011) X  -   -401,940.972 (meters)                     COMP
 QP0639  NAD 83(2011) Y  - -4,433,762.086 (meters)                     COMP
 QP0639  NAD 83(2011) Z  -  4,552,587.040 (meters)                     COMP
 QP0639  LAPLACE CORR    -         -3.89  (seconds)                    DEFLEC18
 QP0639  DYNAMIC HEIGHT  -        409.939 (meters)     1344.94  (feet) COMP
 QP0639  MODELED GRAVITY -    980,588.0   (mgal)                       NAVD 88
 QP0639
 QP0639  VERT ORDER      -  SECOND    CLASS I
 QP0639
 QP0639  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 QP0639  Standards:
 QP0639         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 QP0639            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 QP0639  -------------------------------------------------------------------
 QP0639  NETWORK    0.38   0.39           0.18   0.12   0.20      0.09043604
 QP0639  -------------------------------------------------------------------
 QP0639  Click here for local accuracies and other accuracy information.
 QP0639
 QP0639.The horizontal coordinates were established by GPS observations
 QP0639.and adjusted by the National Geodetic Survey in June 2012.
 QP0639
 QP0639.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 QP0639.been affixed to the stable North American tectonic plate. See 
 QP0639.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 QP0639
 QP0639.The horizontal coordinates are valid at the epoch date displayed above
 QP0639.which is a decimal equivalence of Year/Month/Day.
 QP0639
 QP0639.The orthometric height was determined by differential leveling and
 QP0639.adjusted by the NATIONAL GEODETIC SURVEY
 QP0639.in June 1991.
 QP0639
 QP0639.Significant digits in the geoid height do not necessarily reflect accuracy.
 QP0639.GEOID18 height accuracy estimate available here.
 QP0639
 QP0639.Click photographs - Photos may exist for this station.
 QP0639
 QP0639.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 QP0639
 QP0639.The Laplace correction was computed from DEFLEC18 derived deflections.
 QP0639
 QP0639.The ellipsoidal height was determined by GPS observations
 QP0639.and is referenced to NAD 83.
 QP0639
 QP0639.The dynamic height is computed by dividing the NAVD 88
 QP0639.geopotential number by the normal gravity value computed on the
 QP0639.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QP0639.degrees latitude (g = 980.6199 gals.).
 QP0639
 QP0639.The modeled gravity was interpolated from observed gravity values.
 QP0639
 QP0639. The following values were computed from the NAD 83(2011) position.
 QP0639
 QP0639;                    North         East     Units Scale Factor Converg.
 QP0639;SPC MN C     -   192,977.454   727,749.408   MT  0.99996019   -0 40 21.8
 QP0639;SPC MN C     -   633,126.86  2,387,624.52   sFT  0.99996019   -0 40 21.8
 QP0639;UTM  15      - 5,077,772.203   330,693.241   MT  0.99995241   -1 33 50.7
 QP0639
 QP0639!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QP0639!SPC MN C     -   0.99993985  x   0.99996019  =   0.99990004
 QP0639!UTM  15      -   0.99993985  x   0.99995241  =   0.99989226
 QP0639
 QP0639:                Primary Azimuth Mark                     Grid Az
 QP0639:SPC MN C     -  ORANGE AZ MK                             197 39 30.6
 QP0639:UTM  15      -  ORANGE AZ MK                             198 32 59.5
 QP0639
 QP0639_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUL3069377772(NAD 83)
 QP0639
 QP0639|---------------------------------------------------------------------|
 QP0639| PID    Reference Object                     Distance      Geod. Az  |
 QP0639|                                                           dddmmss.s |
 QP0639| QP1378 ORANGE AZ MK                        446.985 METERS 1965908.8 |
 QP0639|---------------------------------------------------------------------|
 QP0639
 QP0639                          SUPERSEDED SURVEY CONTROL
 QP0639
 QP0639  NAD 83(2007)-  45 49 57.77542(N)    095 10 47.88367(W) AD(2002.00) 1
 QP0639  ELLIP H (10/07/09)  383.724  (m)                       GP(2002.00) 3 1
 QP0639  NAVD 88             410.00   (m)         1345.1    (f) LEVELING    3  
 QP0639  NGVD 29 (??/??/92)  409.741  (m)         1344.29   (f) ADJ UNCH    2 0
 QP0639
 QP0639.Superseded values are not recommended for survey control.
 QP0639
 QP0639.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QP0639.See file dsdata.pdf to determine how the superseded data were derived.
 QP0639
 QP0639_MARKER: DB = BENCH MARK DISK
 QP0639_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 QP0639_STAMPING: 2180 EE 1 1966
 QP0639_MARK LOGO: MNHD
 QP0639_PROJECTION: RECESSED 46 CENTIMETERS
 QP0639_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 QP0639_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QP0639_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 QP0639+SATELLITE: SATELLITE OBSERVATIONS - July 01, 2015
 QP0639
 QP0639  HISTORY     - Date     Condition        Report By
 QP0639  HISTORY     - 1966     MONUMENTED       MNHD
 QP0639  HISTORY     - 1968     GOOD             MNDT
 QP0639  HISTORY     - 20090427 GOOD             MNDT
 QP0639  HISTORY     - 20090427 GOOD             MNDT
 QP0639  HISTORY     - 20110831 GOOD             MNDT
 QP0639  HISTORY     - 20150701 GOOD             MNDT
 QP0639
 QP0639                          STATION DESCRIPTION
 QP0639
 QP0639'DESCRIBED BY MN DEPT OF TRANSP 1968
 QP0639'2.3 MI SW FROM OSAKIS.
 QP0639'MARK IS LOCATED ABOUT 2.3 MILES SOUTHWEST OF OSAKIS.  MARK IS A
 QP0639'STANDARD MINNESOTA HIGHWAY DEPARTMENT DISK STAMPED 2180 EE1 1966, SET
 QP0639'IN A PRE-CAST CONCRETE POST.  MARK IS 99 FEET NORTH OF FAI 94
 QP0639'WESTBOUND (STA. 4132), 1 FOOT SOUTH OF THE NORTH R/W FENCE, 600 FEET
 QP0639'EAST OF COUNTY ROAD NO. 103, 2 FEET SOUTHWEST OF A WOOD WITNESS POST
 QP0639'AND BURIED ABOUT 6 INCHES.  SW CORNER SECTION 2, T 127N, R 36W.
 QP0639
 QP0639                          STATION RECOVERY (2009)
 QP0639
 QP0639'RECOVERY NOTE BY MN DEPT OF TRANSP 2009 (JBG)
 QP0639'2.3 MILES SOUTHWEST OF OSAKIS, 1.15 MILES WEST ALONG INTERSTATE
 QP0639'HIGHWAY 94 FROM THE JUNCTION OF INERTSATE HIGHWAY 94 AND TRUNK HGHWAY
 QP0639'127 SOUTH OF OSAKIS, AT INTERSTATE HIGHWAY 94 MILEPOINT 113.3, 99 FEET
 QP0639'NORTH OF WESTBOUND INTERSTATE HIGHWAY 94, 1.0 FOOT SOUTH OF NORTH
 QP0639'RIGHT-OF-WAY FENCE, 1.8 FEET SOUTHWEST OF WITNESS POST, 0.5 FOOT SOUTH
 QP0639'OF BENCH MARK SIGN.
 QP0639
 QP0639                          STATION RECOVERY (2009)
 QP0639
 QP0639'RECOVERY NOTE BY MN DEPT OF TRANSP 2009 (JBG)
 QP0639'RECOVERED AS DESCRIBED.
 QP0639
 QP0639                          STATION RECOVERY (2011)
 QP0639
 QP0639'RECOVERY NOTE BY MN DEPT OF TRANSP 2011 (TXM)
 QP0639'RECOVERED AS DESCRIBED.
 QP0639
 QP0639                          STATION RECOVERY (2015)
 QP0639
 QP0639'RECOVERY NOTE BY MN DEPT OF TRANSP 2015 (MAS)
 QP0639'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 QP0863 ***********************************************************************
 QP0863  DESIGNATION -  2180 F
 QP0863  PID         -  QP0863
 QP0863  STATE/COUNTY-  MN/DOUGLAS
 QP0863  COUNTRY     -  US
 QP0863  USGS QUAD   -  QUAM LAKE (2019)
 QP0863
 QP0863                         *CURRENT SURVEY CONTROL
 QP0863  ______________________________________________________________________
 QP0863* NAD 83(1986) POSITION- 45 59 04.65   (N) 095 40 34.00   (W)   HD_HELD1
 QP0863* NAVD 88 ORTHO HEIGHT -   420.797 (meters)     1380.56  (feet) ADJUSTED
 QP0863  ______________________________________________________________________
 QP0863  GEOID HEIGHT    -        -26.321 (meters)                     GEOID18
 QP0863  DYNAMIC HEIGHT  -        420.791 (meters)     1380.55  (feet) COMP
 QP0863  MODELED GRAVITY -    980,587.6   (mgal)                       NAVD 88
 QP0863
 QP0863  VERT ORDER      -  SECOND    CLASS I
 QP0863
 QP0863.The horizontal coordinates were determined by differentially corrected
 QP0863.hand held GPS observations or other comparable positioning techniques
 QP0863.and have an estimated accuracy of +/- 3 meters.
 QP0863
 QP0863.The orthometric height was determined by differential leveling and
 QP0863.adjusted by the NATIONAL GEODETIC SURVEY
 QP0863.in August 2019.
 QP0863
 QP0863.Significant digits in the geoid height do not necessarily reflect accuracy.
 QP0863.GEOID18 height accuracy estimate available here.
 QP0863
 QP0863.Click photographs - Photos may exist for this station.
 QP0863
 QP0863.The dynamic height is computed by dividing the NAVD 88
 QP0863.geopotential number by the normal gravity value computed on the
 QP0863.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QP0863.degrees latitude (g = 980.6199 gals.).
 QP0863
 QP0863.The modeled gravity was interpolated from observed gravity values.
 QP0863
 QP0863;                    North         East    Units  Estimated Accuracy
 QP0863;SPC MN C     -   210,431.9     689,510.7     MT  (+/- 3 meters HH1 GPS) 
 QP0863
 QP0863_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTL9272795821(NAD 83)
 QP0863
 QP0863                          SUPERSEDED SURVEY CONTROL
 QP0863
 QP0863  NAVD 88 (02/13/18)  420.796  (m)         1380.56   (f) SUPERSEDED  2 1
 QP0863  NAVD 88 (06/08/11)  420.792  (m)         1380.55   (f) SUPERSEDED  2 1
 QP0863  NAVD 88 (06/15/91)  420.813  (m)         1380.62   (f) SUPERSEDED  2 0
 QP0863  NGVD 29 (??/??/92)  420.612  (m)         1379.96   (f) ADJ UNCH    2 0
 QP0863
 QP0863.Superseded values are not recommended for survey control.
 QP0863
 QP0863.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QP0863.See file dsdata.pdf to determine how the superseded data were derived.
 QP0863
 QP0863_MARKER: DB = BENCH MARK DISK
 QP0863_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 QP0863_STAMPING: 2180 F 1966
 QP0863_MARK LOGO: MNHD
 QP0863_PROJECTION: PROJECTING 8 CENTIMETERS
 QP0863_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 QP0863_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QP0863_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 QP0863+SATELLITE: SATELLITE OBSERVATIONS - June 29, 2015
 QP0863
 QP0863  HISTORY     - Date     Condition        Report By
 QP0863  HISTORY     - 1966     MONUMENTED       MNHD
 QP0863  HISTORY     - 1967     GOOD             MNHD
 QP0863  HISTORY     - 20050104 GOOD             MNDT
 QP0863  HISTORY     - 20150629 GOOD             MNDT
 QP0863
 QP0863                          STATION DESCRIPTION
 QP0863
 QP0863'DESCRIBED BY MN HIGHWAY DEPT 1967
 QP0863'1.5 MI SE FROM EVANSVILLE.
 QP0863'MARK IS A STANDARD MINNESOTA HIGHWAY DEPARTMENT DISK, STAMPED 2180 F
 QP0863'1966, SET IN A PRE-CAST CONCRETE MONUMENT.  MARK IS 200 FEET NORTH OF
 QP0863'THE CENTERLINE OF WESTBOUND F.A.I. 94 (STA. 2673+00), 170 FEET SOUTH
 QP0863'OF THE CENTERLINE OF AN ENTRANCE, 30 FEET EAST OF THE CENTERLINE OF
 QP0863'COUNTY ROAD NO. 64, 1.0 FOOT SOUTH OF STEEL WITNESS POST ABOUT 110
 QP0863'FEET NORTH OF R/W FENCE AND PROJECTING 3 INCHES ABOVE GROUND.  MARK IS
 QP0863'LOCATED NEAR THE CENTER OF SECTION 14, T129N, R40W.  ABOUT 1.5 MILES
 QP0863'SOUTHEAST OF EVANSVILLE ALONG F.A.I. 94.
 QP0863
 QP0863                          STATION RECOVERY (2005)
 QP0863
 QP0863'RECOVERY NOTE BY MN DEPT OF TRANSP 2005 (WAS)
 QP0863'THE MARK IS LOCATED ABOUT 4.0 MI (6.4 KM) WEST-NORTHWEST OF BRANDON
 QP0863'AND 1.4 MI (2.3 KM) SOUTH-SOUTHEAST OF EVANSVILLE.
 QP0863'
 QP0863'TO REACH THE LOCATION OF CHECKPOINT FROM THE JUNCTION OF I-94 AND
 QP0863'TRUNK HIGHWAY 79, GO 2.85 MI (4.6 KM) SOUTHEAST ALONG I-94 FROM THE
 QP0863'JUNCTION OF I-94 AND TRUNK HIGHWAY 79, AT I-94 MILE POINT 85.70.
 QP0863'
 QP0863'THE MARK IS FOUND AT I-94 STATION 2673+00, 200 FT (61.0 M) NORTH OF
 QP0863'WESTBOUND I-94, 170 FT (51.8 M) SOUTH OF ENTRANCE NUMBER 8857, 110 FT
 QP0863'(33.5 M) NORTH OF RIGHT OF WAY FENCE, 30 FT (9.1 M) EAST OF COUNTY
 QP0863'ROAD 64 AND 1.0 FT (0.3 M) SOUTH OF ITS WITNESS POST.
 QP0863
 QP0863                          STATION RECOVERY (2015)
 QP0863
 QP0863'RECOVERY NOTE BY MN DEPT OF TRANSP 2015 (MAS)
 QP0863'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 QP0638 ***********************************************************************
 QP0638  DESIGNATION -  2180 FF
 QP0638  PID         -  QP0638
 QP0638  STATE/COUNTY-  MN/DOUGLAS
 QP0638  COUNTRY     -  US
 QP0638  USGS QUAD   -  OSAKIS (2019)
 QP0638
 QP0638                         *CURRENT SURVEY CONTROL
 QP0638  ______________________________________________________________________
 QP0638* NAD 83(1986) POSITION- 45 49 57.58   (N) 095 09 23.87   (W)   HD_HELD1
 QP0638* NAVD 88 ORTHO HEIGHT -   414.227 (meters)     1359.01  (feet) ADJUSTED
 QP0638  ______________________________________________________________________
 QP0638  GEOID HEIGHT    -        -26.299 (meters)                     GEOID18
 QP0638  DYNAMIC HEIGHT  -        414.220 (meters)     1358.99  (feet) COMP
 QP0638  MODELED GRAVITY -    980,586.9   (mgal)                       NAVD 88
 QP0638
 QP0638  VERT ORDER      -  SECOND    CLASS I
 QP0638
 QP0638.The horizontal coordinates were determined by differentially corrected
 QP0638.hand held GPS observations or other comparable positioning techniques
 QP0638.and have an estimated accuracy of +/- 3 meters.
 QP0638
 QP0638.The orthometric height was determined by differential leveling and
 QP0638.adjusted by the NATIONAL GEODETIC SURVEY
 QP0638.in June 1991.
 QP0638
 QP0638.Significant digits in the geoid height do not necessarily reflect accuracy.
 QP0638.GEOID18 height accuracy estimate available here.
 QP0638
 QP0638.Click photographs - Photos may exist for this station.
 QP0638
 QP0638.The dynamic height is computed by dividing the NAVD 88
 QP0638.geopotential number by the normal gravity value computed on the
 QP0638.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QP0638.degrees latitude (g = 980.6199 gals.).
 QP0638
 QP0638.The modeled gravity was interpolated from observed gravity values.
 QP0638
 QP0638;                    North         East    Units  Estimated Accuracy
 QP0638;SPC MN C     -   192,950.4     729,562.3     MT  (+/- 3 meters HH1 GPS) 
 QP0638
 QP0638_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUL3250577716(NAD 83)
 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
 QP0638.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QP0638.See file dsdata.pdf to determine how the superseded data were derived.
 QP0638
 QP0638_MARKER: DB = BENCH MARK DISK
 QP0638_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 QP0638_SP_SET: BRIDGE ABUTMENT
 QP0638_STAMPING: 2180 FF 1966
 QP0638_MARK LOGO: MNHD
 QP0638_MAGNETIC: N = NO MAGNETIC MATERIAL
 QP0638_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QP0638_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 QP0638+SATELLITE: SATELLITE OBSERVATIONS - July 01, 2015
 QP0638
 QP0638  HISTORY     - Date     Condition        Report By
 QP0638  HISTORY     - 19660401 MONUMENTED       MNHD
 QP0638  HISTORY     - 1968     GOOD             MNDT
 QP0638  HISTORY     - 19960415 GOOD             MNDT
 QP0638  HISTORY     - 20150701 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.
 QP0638
 QP0638                          STATION RECOVERY (2015)
 QP0638
 QP0638'RECOVERY NOTE BY MN DEPT OF TRANSP 2015 (JMH)
 QP0638'THE MARK IS LOCATED ABOUT 2.0 MI (3.2 KM) SOUTH OF OSAKIS.
 QP0638'
 QP0638'TO REACH THE MARK IN BRIDGE ABUTMENT IN SOUTHEAST CORNER OF COUNTY
 QP0638'ROAD 3 BRIDGE NUMBER 21821 OVER INTERSTATE HIGHWAY 94.  1.8 MI (2.9
 QP0638'KM) SOUTH ALONG TRUNK HIGHWAY 27  FROM THE JUNCTION OF TRUNK HIGHWAY
 QP0638'27 AND FIRST AVENUE IN OSAKIS, AT INTERSTATE HIGHWAY 94 MILE POINT
 QP0638'114.45 (EXIT NUMBER 114).
 QP0638'
 QP0638'THE MARK IS LOCATED 18.0 FT (5.5 M) SOUTHEAST OF COUNTY ROAD 3.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 QP0862 ***********************************************************************
 QP0862  DESIGNATION -  2180 G
 QP0862  PID         -  QP0862
 QP0862  STATE/COUNTY-  MN/DOUGLAS
 QP0862  COUNTRY     -  US
 QP0862  USGS QUAD   -  QUAM LAKE (2019)
 QP0862
 QP0862                         *CURRENT SURVEY CONTROL
 QP0862  ______________________________________________________________________
 QP0862* NAD 83(2011) POSITION- 45 58 31.11329(N) 095 39 44.54698(W)   ADJUSTED
 QP0862* NAD 83(2011) ELLIP HT-   386.611 (meters)        (06/27/12)   ADJUSTED
 QP0862* NAD 83(2011) EPOCH   -  2010.00
 QP0862* NAVD 88 ORTHO HEIGHT -   412.904 (meters)     1354.67  (feet) ADJUSTED
 QP0862  ______________________________________________________________________
 QP0862  GEOID HEIGHT    -        -26.303 (meters)                     GEOID18
 QP0862  NAD 83(2011) X  -   -438,133.789 (meters)                     COMP
 QP0862  NAD 83(2011) Y  - -4,418,895.158 (meters)                     COMP
 QP0862  NAD 83(2011) Z  -  4,563,618.681 (meters)                     COMP
 QP0862  LAPLACE CORR    -          1.13  (seconds)                    DEFLEC18
 QP0862  DYNAMIC HEIGHT  -        412.897 (meters)     1354.65  (feet) COMP
 QP0862  MODELED GRAVITY -    980,586.8   (mgal)                       NAVD 88
 QP0862
 QP0862  VERT ORDER      -  SECOND    CLASS I
 QP0862
 QP0862  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 QP0862  Standards:
 QP0862         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 QP0862            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 QP0862  -------------------------------------------------------------------
 QP0862  NETWORK    0.50   0.49           0.23   0.17   0.25     -0.00114856
 QP0862  -------------------------------------------------------------------
 QP0862  Click here for local accuracies and other accuracy information.
 QP0862
 QP0862.The horizontal coordinates were established by GPS observations
 QP0862.and adjusted by the National Geodetic Survey in June 2012.
 QP0862
 QP0862.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 QP0862.been affixed to the stable North American tectonic plate. See 
 QP0862.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 QP0862
 QP0862.The horizontal coordinates are valid at the epoch date displayed above
 QP0862.which is a decimal equivalence of Year/Month/Day.
 QP0862
 QP0862.The orthometric height was determined by differential leveling and
 QP0862.adjusted by the NATIONAL GEODETIC SURVEY
 QP0862.in June 1991.
 QP0862
 QP0862.Significant digits in the geoid height do not necessarily reflect accuracy.
 QP0862.GEOID18 height accuracy estimate available here.
 QP0862
 QP0862.Click photographs - Photos may exist for this station.
 QP0862
 QP0862.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 QP0862
 QP0862.The Laplace correction was computed from DEFLEC18 derived deflections.
 QP0862
 QP0862.The ellipsoidal height was determined by GPS observations
 QP0862.and is referenced to NAD 83.
 QP0862
 QP0862.The dynamic height is computed by dividing the NAVD 88
 QP0862.geopotential number by the normal gravity value computed on the
 QP0862.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QP0862.degrees latitude (g = 980.6199 gals.).
 QP0862
 QP0862.The modeled gravity was interpolated from observed gravity values.
 QP0862
 QP0862. The following values were computed from the NAD 83(2011) position.
 QP0862
 QP0862;                    North         East     Units Scale Factor Converg.
 QP0862;SPC MN C     -   209,377.551   690,556.375   MT  0.99994161   -1 01 18.1
 QP0862;SPC MN C     -   686,932.85  2,265,600.37   sFT  0.99994161   -1 01 18.1
 QP0862;UTM  15      - 5,094,750.886   293,756.965   MT  1.00012294   -1 54 54.1
 QP0862
 QP0862!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QP0862!SPC MN C     -   0.99993940  x   0.99994161  =   0.99988101
 QP0862!UTM  15      -   0.99993940  x   1.00012294  =   1.00006233
 QP0862
 QP0862_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTL9375694750(NAD 83)
 QP0862
 QP0862                          SUPERSEDED SURVEY CONTROL
 QP0862
 QP0862  NAD 83(2007)-  45 58 31.11333(N)    095 39 44.54795(W) AD(2002.00) 0
 QP0862  ELLIP H (02/10/07)  386.643  (m)                       GP(2002.00)    
 QP0862  NAD 83(1996)-  45 58 31.11289(N)    095 39 44.54752(W) AD(       ) 1
 QP0862  ELLIP H (04/26/05)  386.668  (m)                       GP(       ) 3 2
 QP0862  NAVD 88             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
 QP0862.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QP0862.See file dsdata.pdf to determine how the superseded data were derived.
 QP0862
 QP0862_MARKER: DB = BENCH MARK DISK
 QP0862_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 QP0862_STAMPING: 2180 G 1966
 QP0862_MARK LOGO: MNHD
 QP0862_PROJECTION: FLUSH
 QP0862_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 QP0862_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QP0862_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 QP0862+SATELLITE: SATELLITE OBSERVATIONS - June 30, 2015
 QP0862
 QP0862  HISTORY     - Date     Condition        Report By
 QP0862  HISTORY     - 1966     MONUMENTED       MNHD
 QP0862  HISTORY     - 1967     GOOD             MNHD
 QP0862  HISTORY     - 20041117 GOOD             MNDT
 QP0862  HISTORY     - 20050103 GOOD             MNDT
 QP0862  HISTORY     - 20110823 GOOD             MNDT
 QP0862  HISTORY     - 20150630 GOOD             MNDT
 QP0862
 QP0862                          STATION DESCRIPTION
 QP0862
 QP0862'DESCRIBED BY MN HIGHWAY DEPT 1967
 QP0862'2.0 MI SE FROM EVANSVILLE.
 QP0862'MARK IS A STANDARD MINNESOTA HIGHWAY DEPARTMENT DISK, STAMPED 2180 G
 QP0862'1966, SET IN A PRE-CAST CONCRETE MONUMENT.  MARK IS 97 FEET SOUTH OF
 QP0862'THE CENTERLINE OF EASTBOUND F.A.I. 94 (STA 2721+00), 1.0 FOOT SOUTH OF
 QP0862'STEEL WITNESS POST, 1.0 FOOT NORTH OF R/W FENCE AND FLUSH WITH THE
 QP0862'GROUND.  MARK IS LOCATED IN THE NW 1/4, SECTION 24, T129N, R40W. ABOUT
 QP0862'2.0 MILES SOUTHEAST OF EVANSVILLE ALONG F.A.I. 94.
 QP0862
 QP0862                          STATION RECOVERY (2004)
 QP0862
 QP0862'RECOVERY NOTE BY MN DEPT OF TRANSP 2004 (MPP)
 QP0862'2 MILES SOUTHEAST OF EVANSVILLE, 3.75 MILES SOUTHEAST ALONG INTERSTATE
 QP0862'HIGHWAY 94 FROM JUNCTION OF INTERSTATE HIGHWAY 94 AND TRUNK HIGHWAY 79
 QP0862'(2.5 MILES WEST OF EVANSVILLE), AT INTERSTATE HIGHWAY 94 MILEPOINT
 QP0862'86.60, 97 FEET SOUTH OF EASTBOUND INTERSTATE HIGHWAY 94, AT INTERSTATE
 QP0862'HIGHWAY 94 STATION 2721+00, 1.0 FEET NORTH OF RIGHT OF WAY FENCE, 1.0
 QP0862'FEET SOUTH OF WITNESS POST
 QP0862
 QP0862                          STATION RECOVERY (2005)
 QP0862
 QP0862'RECOVERY NOTE BY MN DEPT OF TRANSP 2005 (KMS)
 QP0862'RECOVERED AS DESCRIBED.
 QP0862
 QP0862                          STATION RECOVERY (2011)
 QP0862
 QP0862'RECOVERY NOTE BY MN DEPT OF TRANSP 2011 (BXJ)
 QP0862'RECOVERED AS DESCRIBED.
 QP0862
 QP0862                          STATION RECOVERY (2015)
 QP0862
 QP0862'RECOVERY NOTE BY MN DEPT OF TRANSP 2015 (JMH)
 QP0862'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DG9880 ***********************************************************************
 DG9880  DESIGNATION -  2180 GG
 DG9880  PID         -  DG9880
 DG9880  STATE/COUNTY-  MN/DOUGLAS
 DG9880  COUNTRY     -  US
 DG9880  USGS QUAD   -  ASHBY (2019)
 DG9880
 DG9880                         *CURRENT SURVEY CONTROL
 DG9880  ______________________________________________________________________
 DG9880* NAD 83(2011) POSITION- 46 00 35.19947(N) 095 45 32.81069(W)   ADJUSTED
 DG9880* NAD 83(2011) ELLIP HT-   386.277 (meters)        (06/27/12)   ADJUSTED
 DG9880* NAD 83(2011) EPOCH   -  2010.00
 DG9880* NAVD 88 ORTHO HEIGHT -   412.670 (meters)     1353.90  (feet) ADJUSTED
 DG9880  ______________________________________________________________________
 DG9880  GEOID HEIGHT    -        -26.390 (meters)                     GEOID18
 DG9880  NAD 83(2011) X  -   -445,317.603 (meters)                     COMP
 DG9880  NAD 83(2011) Y  - -4,415,407.024 (meters)                     COMP
 DG9880  NAD 83(2011) Z  -  4,566,280.337 (meters)                     COMP
 DG9880  LAPLACE CORR    -          1.33  (seconds)                    DEFLEC18
 DG9880  DYNAMIC HEIGHT  -        412.665 (meters)     1353.89  (feet) COMP
 DG9880  MODELED GRAVITY -    980,589.9   (mgal)                       NAVD 88
 DG9880
 DG9880  VERT ORDER      -  SECOND    CLASS I
 DG9880
 DG9880  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DG9880  Standards:
 DG9880         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DG9880            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DG9880  -------------------------------------------------------------------
 DG9880  NETWORK    0.38   0.39           0.17   0.14   0.20     -0.02635527
 DG9880  -------------------------------------------------------------------
 DG9880  Click here for local accuracies and other accuracy information.
 DG9880
 DG9880.The horizontal coordinates were established by GPS observations
 DG9880.and adjusted by the National Geodetic Survey in June 2012.
 DG9880
 DG9880.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DG9880.been affixed to the stable North American tectonic plate. See 
 DG9880.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DG9880
 DG9880.The horizontal coordinates are valid at the epoch date displayed above
 DG9880.which is a decimal equivalence of Year/Month/Day.
 DG9880
 DG9880.The orthometric height was determined by differential leveling and
 DG9880.adjusted by the NATIONAL GEODETIC SURVEY
 DG9880.in August 2019.
 DG9880
 DG9880.Significant digits in the geoid height do not necessarily reflect accuracy.
 DG9880.GEOID18 height accuracy estimate available here.
 DG9880
 DG9880.Click photographs - Photos may exist for this station.
 DG9880
 DG9880.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DG9880
 DG9880.The Laplace correction was computed from DEFLEC18 derived deflections.
 DG9880
 DG9880.The ellipsoidal height was determined by GPS observations
 DG9880.and is referenced to NAD 83.
 DG9880
 DG9880.The dynamic height is computed by dividing the NAVD 88
 DG9880.geopotential number by the normal gravity value computed on the
 DG9880.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DG9880.degrees latitude (g = 980.6199 gals.).
 DG9880
 DG9880.The modeled gravity was interpolated from observed gravity values.
 DG9880
 DG9880. The following values were computed from the NAD 83(2011) position.
 DG9880
 DG9880;                    North         East     Units Scale Factor Converg.
 DG9880;SPC MN C     -   213,346.077   683,133.951   MT  0.99993804   -1 05 30.0
 DG9880;SPC MN C     -   699,952.92  2,241,248.64   sFT  0.99993804   -1 05 30.0
 DG9880;UTM  15      - 5,098,835.529   286,395.857   MT  1.00016094   -1 59 08.9
 DG9880
 DG9880!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG9880!SPC MN C     -   0.99993945  x   0.99993804  =   0.99987749
 DG9880!UTM  15      -   0.99993945  x   1.00016094  =   1.00010038
 DG9880
 DG9880:                Primary Azimuth Mark                     Grid Az
 DG9880:SPC MN C     -  2180 B                                   105 21 51.3
 DG9880:UTM  15      -  2180 B                                   106 15 30.2
 DG9880
 DG9880_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTL8639598835(NAD 83)
 DG9880
 DG9880|---------------------------------------------------------------------|
 DG9880| PID    Reference Object                     Distance      Geod. Az  |
 DG9880|                                                           dddmmss.s |
 DG9880| RO0571 2180 B                              APPROX. 0.9 KM 1041621.3 |
 DG9880|---------------------------------------------------------------------|
 DG9880
 DG9880                          SUPERSEDED SURVEY CONTROL
 DG9880
 DG9880  NAD 83(2007)-  46 00 35.19946(N)    095 45 32.81162(W) AD(2002.00) 0
 DG9880  ELLIP H (02/10/07)  386.310  (m)                       GP(2002.00)    
 DG9880  NAD 83(1996)-  46 00 35.19903(N)    095 45 32.81127(W) AD(       ) 1
 DG9880  ELLIP H (04/26/05)  386.325  (m)                       GP(       ) 3 2
 DG9880  NAVD 88 (06/08/11)  412.660  (m)         1353.87   (f) SUPERSEDED  2 1
 DG9880  NAVD 88             412.66   (m)         1353.9    (f) LEVELING    3  
 DG9880
 DG9880.Superseded values are not recommended for survey control.
 DG9880
 DG9880.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG9880.See file dsdata.pdf to determine how the superseded data were derived.
 DG9880
 DG9880_MARKER: DD = SURVEY DISK
 DG9880_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DG9880_STAMPING: 2180 GG 2004
 DG9880_MARK LOGO: MNDT
 DG9880_PROJECTION: FLUSH
 DG9880_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DG9880_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DG9880_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG9880+SATELLITE: SATELLITE OBSERVATIONS - July 22, 2024
 DG9880_ROD/PIPE-DEPTH: 9.1 meters
 DG9880
 DG9880  HISTORY     - Date     Condition        Report By
 DG9880  HISTORY     - 20041130 MONUMENTED       MNDT
 DG9880  HISTORY     - 20050105 GOOD             MNDT
 DG9880  HISTORY     - 20130603 GOOD             MNDT
 DG9880  HISTORY     - 20150630 GOOD             MNDT
 DG9880  HISTORY     - 20210615 GOOD             MNDT
 DG9880  HISTORY     - 20240722 GOOD             MNDT
 DG9880
 DG9880                          STATION DESCRIPTION
 DG9880
 DG9880'DESCRIBED BY MN DEPT OF TRANSP 2004
 DG9880'7.0 MILES SOUTHEAST OF ASHBY, 3.70 MILES SOUTH ALONG TRUNK HIGHWAY 78
 DG9880'FROM THE JUNCTION OF TRUNK HIGHWAY 78 AND COUNTY ROAD 82 IN ASHBY, TO
 DG9880'THE JUNCTION OF TRUNK HIGHWAY 78 AND INTERSTATE HIGHWAY 94, THEN 4.0
 DG9880'MILES SOUTHEAST ON INTERSTATE HIGHWAY 94, AT INTERSTATE HIGHWAY 94
 DG9880'MILEPOINT 81.10, 95.5 FEET SOUTH-SOUTHWEST OF EASTBOUND INTERSTATE
 DG9880'HIGHWAY 94, 2.8 FEET NORTHEAST OF FENCE LINE, 2.4 FEET WEST-NORTHWEST
 DG9880'OF WITNESS POST.
 DG9880
 DG9880                          STATION RECOVERY (2005)
 DG9880
 DG9880'RECOVERY NOTE BY MN DEPT OF TRANSP 2005 (WAS)
 DG9880'RECOVERED AS DESCRIBED.
 DG9880
 DG9880                          STATION RECOVERY (2013)
 DG9880
 DG9880'RECOVERY NOTE BY MN DEPT OF TRANSP 2013 (JXJ)
 DG9880'7.0 MILES SOUTHEAST OF ASHBY, 3.7 MILES SOUTH ALONG TRUNK HIGHWAY 78
 DG9880'FROM THE JUNCTION OF TRUNK HIGHWAY 78 AND COUNTY ROAD 82 IN ASHBY,
 DG9880'THEN 4.0 MILES SOUTHEAST ON INTERSTATE HIGHWAY 94, AT INTERSTATE
 DG9880'HIGHWAY 94 MILEPOINT 81.10, 95.5 FEET SOUTH-SOUTHWEST OF EASTBOUND
 DG9880'INTERSTATE HIGHWAY 94, 2.8 FEET NORTHEAST OF FENCE LINE, 2.4 FEET
 DG9880'WEST-NORTHWEST OF WITNESS POST.
 DG9880
 DG9880                          STATION RECOVERY (2015)
 DG9880
 DG9880'RECOVERY NOTE BY MN DEPT OF TRANSP 2015 (MAS)
 DG9880'RECOVERED AS DESCRIBED.
 DG9880
 DG9880                          STATION RECOVERY (2021)
 DG9880
 DG9880'RECOVERY NOTE BY MN DEPT OF TRANSP 2021 (KMS)
 DG9880'RECOVERED IN GOOD CONDITION.
 DG9880
 DG9880                          STATION RECOVERY (2024)
 DG9880
 DG9880'RECOVERY NOTE BY MN DEPT OF TRANSP 2024 (LAG)
 DG9880'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 QP0858 ***********************************************************************
 QP0858  DESIGNATION -  2180 H
 QP0858  PID         -  QP0858
 QP0858  STATE/COUNTY-  MN/DOUGLAS
 QP0858  COUNTRY     -  US
 QP0858  USGS QUAD   -  QUAM LAKE (2019)
 QP0858
 QP0858                         *CURRENT SURVEY CONTROL
 QP0858  ______________________________________________________________________
 QP0858* NAD 83(1986) POSITION- 45 58 06.69   (N) 095 38 41.53   (W)   HD_HELD1
 QP0858* NAVD 88 ORTHO HEIGHT -   427.948 (meters)     1404.03  (feet) ADJUSTED
 QP0858  ______________________________________________________________________
 QP0858  GEOID HEIGHT    -        -26.286 (meters)                     GEOID18
 QP0858  DYNAMIC HEIGHT  -        427.941 (meters)     1404.00  (feet) COMP
 QP0858  MODELED GRAVITY -    980,586.0   (mgal)                       NAVD 88
 QP0858
 QP0858  VERT ORDER      -  SECOND    CLASS I
 QP0858
 QP0858.The horizontal coordinates were determined by differentially corrected
 QP0858.hand held GPS observations or other comparable positioning techniques
 QP0858.and have an estimated accuracy of +/- 3 meters.
 QP0858
 QP0858.The orthometric height was determined by differential leveling and
 QP0858.adjusted by the NATIONAL GEODETIC SURVEY
 QP0858.in June 2011.
 QP0858
 QP0858.Significant digits in the geoid height do not necessarily reflect accuracy.
 QP0858.GEOID18 height accuracy estimate available here.
 QP0858
 QP0858.Click photographs - Photos may exist for this station.
 QP0858
 QP0858.The dynamic height is computed by dividing the NAVD 88
 QP0858.geopotential number by the normal gravity value computed on the
 QP0858.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QP0858.degrees latitude (g = 980.6199 gals.).
 QP0858
 QP0858.The modeled gravity was interpolated from observed gravity values.
 QP0858
 QP0858;                    North         East    Units  Estimated Accuracy
 QP0858;SPC MN C     -   208,599.6     691,899.4     MT  (+/- 3 meters HH1 GPS) 
 QP0858
 QP0858_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTL9508793951(NAD 83)
 QP0858
 QP0858                          SUPERSEDED SURVEY CONTROL
 QP0858
 QP0858  NAVD 88 (06/15/91)  427.955  (m)         1404.05   (f) SUPERSEDED  2 0
 QP0858  NGVD 29 (??/??/92)  427.749  (m)         1403.37   (f) ADJ UNCH    2 0
 QP0858
 QP0858.Superseded values are not recommended for survey control.
 QP0858
 QP0858.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QP0858.See file dsdata.pdf to determine how the superseded data were derived.
 QP0858
 QP0858_MARKER: DB = BENCH MARK DISK
 QP0858_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 QP0858_SP_SET: BRIDGE ABUTMENT
 QP0858_STAMPING: 2180 H 1966
 QP0858_MARK LOGO: MNHD
 QP0858_MAGNETIC: N = NO MAGNETIC MATERIAL
 QP0858_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QP0858_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 QP0858+SATELLITE: SATELLITE OBSERVATIONS - June 29, 2015
 QP0858
 QP0858  HISTORY     - Date     Condition        Report By
 QP0858  HISTORY     - 19660401 MONUMENTED       MNHD
 QP0858  HISTORY     - 1967     GOOD             MNDT
 QP0858  HISTORY     - 20050223 GOOD             MNDT
 QP0858  HISTORY     - 20150629 GOOD             MNDT
 QP0858
 QP0858                          STATION DESCRIPTION
 QP0858
 QP0858'DESCRIBED BY MN DEPT OF TRANSP 1967
 QP0858'2.0 MI W FROM BRANDON.
 QP0858'MARK IS A STANDARD MINNESOTA HIGHWAY DEPARTMENT DISK, STAMPED 2180 H
 QP0858'1966, SET IN THE SOUTHEAST CORNER ABUTMENT OF BRIDGE (NO. 21809). MARK
 QP0858'IS LOCATED IN THE SW 1/4, SECTION 19, T129N, R39W.  ABOUT 2.0 MILES
 QP0858'WEST OF BRANDON AT COUNTY ROAD NO. 15 BRIDGE OVER F.A.I. 94.
 QP0858
 QP0858                          STATION RECOVERY (2005)
 QP0858
 QP0858'RECOVERY NOTE BY MN DEPT OF TRANSP 2005 (WAS)
 QP0858'THE MARK IS LOCATED ABOUT 3.1 MI (5.0 KM) SOUTHEAST OF EVANSVILLE AND
 QP0858'2.2 MI (3.5 KM) WEST OF BRANDON.
 QP0858'
 QP0858'THE MARK IS 2 MI (3.2 KM) WEST OF BRANDON, AT I-94 MILE POINT 87.5.
 QP0858'
 QP0858'THE MARK IS FOUND IN THE SOUTHEAST ABUTMENT OF COUNTY ROAD 15 BRIDGE
 QP0858'NUMBER 21809 OVER I-94.
 QP0858
 QP0858                          STATION RECOVERY (2015)
 QP0858
 QP0858'RECOVERY NOTE BY MN DEPT OF TRANSP 2015 (MAS)
 QP0858'THE MARK IS LOCATED ABOUT 2.0 MI (3.2 KM) WEST OF BRANDON.
 QP0858'
 QP0858'TO REACH THE MARK IN BRIDGE ABUTMENT IN SOUTHEAST CORNER OF COUNTY
 QP0858'ROAD 15 BRIDGE NUMBER 21809 OVER INTERSTATE HIGHWAY 94, 2.5 MI (4.0
 QP0858'KM) NORTHWEST ALONG COUNTY ROAD 82 FROM THE JUNCTION OF COUNTY ROAD 82
 QP0858'AND COUNTY ROAD 7 IN BRANDON, THEN 0.9 MI (1.4 KM) SOUTH ALONG COUNTY
 QP0858'ROAD 15, AT INTERSTATE HIGHWAY 94 MILE POINT 87.5.
 QP0858'
 QP0858'THE MARK IS LOCATED 18.0 FT (5.5 M) EAST OF COUNTY ROAD 15.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DP6463 ***********************************************************************
 DP6463  DESIGNATION -  2180 HH
 DP6463  PID         -  DP6463
 DP6463  STATE/COUNTY-  MN/DOUGLAS
 DP6463  COUNTRY     -  US
 DP6463  USGS QUAD   -  BRANDON (2019)
 DP6463
 DP6463                         *CURRENT SURVEY CONTROL
 DP6463  ______________________________________________________________________
 DP6463* NAD 83(2011) POSITION- 45 53 55.92903(N) 095 30 59.43385(W)   ADJUSTED
 DP6463* NAD 83(2011) ELLIP HT-   404.867 (meters)        (02/26/15)   ADJUSTED
 DP6463* NAD 83(2011) EPOCH   -  2010.00
 DP6463* NAVD 88 ORTHO HEIGHT -   430.991 (meters)     1414.01  (feet) ADJUSTED
 DP6463  ______________________________________________________________________
 DP6463  GEOID HEIGHT    -        -26.128 (meters)                     GEOID18
 DP6463  NAD 83(2011) X  -   -427,470.840 (meters)                     COMP
 DP6463  NAD 83(2011) Y  - -4,426,086.243 (meters)                     COMP
 DP6463  NAD 83(2011) Z  -  4,557,722.685 (meters)                     COMP
 DP6463  LAPLACE CORR    -          0.75  (seconds)                    DEFLEC18
 DP6463  DYNAMIC HEIGHT  -        430.986 (meters)     1413.99  (feet) COMP
 DP6463  MODELED GRAVITY -    980,591.9   (mgal)                       NAVD 88
 DP6463
 DP6463  VERT ORDER      -  SECOND    CLASS I
 DP6463
 DP6463  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DP6463  Standards:
 DP6463         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DP6463            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DP6463  -------------------------------------------------------------------
 DP6463  NETWORK    0.67   0.59           0.30   0.24   0.30     -0.10419386
 DP6463  -------------------------------------------------------------------
 DP6463  Click here for local accuracies and other accuracy information.
 DP6463
 DP6463.The horizontal coordinates were established by GPS observations
 DP6463.and adjusted by the MN DEPT OF TRANSP in February 2015.
 DP6463
 DP6463.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DP6463.been affixed to the stable North American tectonic plate. See 
 DP6463.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DP6463
 DP6463.The horizontal coordinates are valid at the epoch date displayed above
 DP6463.which is a decimal equivalence of Year/Month/Day.
 DP6463
 DP6463.The orthometric height was determined by differential leveling and
 DP6463.adjusted by the NATIONAL GEODETIC SURVEY
 DP6463.in February 2018.
 DP6463
 DP6463.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP6463.GEOID18 height accuracy estimate available here.
 DP6463
 DP6463.Click photographs - Photos may exist for this station.
 DP6463
 DP6463.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DP6463
 DP6463.The Laplace correction was computed from DEFLEC18 derived deflections.
 DP6463
 DP6463.The ellipsoidal height was determined by GPS observations
 DP6463.and is referenced to NAD 83.
 DP6463
 DP6463.The dynamic height is computed by dividing the NAVD 88
 DP6463.geopotential number by the normal gravity value computed on the
 DP6463.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP6463.degrees latitude (g = 980.6199 gals.).
 DP6463
 DP6463.The modeled gravity was interpolated from observed gravity values.
 DP6463
 DP6463. The following values were computed from the NAD 83(2011) position.
 DP6463
 DP6463;                    North         East     Units Scale Factor Converg.
 DP6463;SPC MN C     -   200,691.629   701,722.442   MT  0.99995081   -0 54 58.2
 DP6463;SPC MN C     -   658,435.79  2,302,234.38   sFT  0.99995081   -0 54 58.2
 DP6463;UTM  15      - 5,085,890.784   304,788.044   MT  1.00006850   -1 48 27.7
 DP6463
 DP6463!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DP6463!SPC MN C     -   0.99993653  x   0.99995081  =   0.99988735
 DP6463!UTM  15      -   0.99993653  x   1.00006850  =   1.00000503
 DP6463
 DP6463:                Primary Azimuth Mark                     Grid Az
 DP6463:SPC MN C     -  2180 S 1                                 156 12 50.2
 DP6463:UTM  15      -  2180 S 1                                 157 06 19.7
 DP6463
 DP6463_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUL0478885890(NAD 83)
 DP6463
 DP6463|---------------------------------------------------------------------|
 DP6463| PID    Reference Object                     Distance      Geod. Az  |
 DP6463|                                                           dddmmss.s |
 DP6463| QP0670 2180 S 1                            APPROX. 1.1 KM 1551752.0 |
 DP6463|---------------------------------------------------------------------|
 DP6463
 DP6463                          SUPERSEDED SURVEY CONTROL
 DP6463
 DP6463  NAVD 88 (02/26/15)  431.0    (m)  GEOID12A model used  GPS OBS        
 DP6463
 DP6463.Superseded values are not recommended for survey control.
 DP6463
 DP6463.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DP6463.See file dsdata.pdf to determine how the superseded data were derived.
 DP6463
 DP6463_MARKER: I = METAL ROD
 DP6463_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DP6463_STAMPING: 2180 HH 2009
 DP6463_MARK LOGO: MNDT
 DP6463_PROJECTION: RECESSED 3 CENTIMETERS
 DP6463_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DP6463_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DP6463_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP6463+SATELLITE: SATELLITE OBSERVATIONS - June 15, 2021
 DP6463_ROD/PIPE-DEPTH: 7.6 meters
 DP6463
 DP6463  HISTORY     - Date     Condition        Report By
 DP6463  HISTORY     - 20090805 MONUMENTED       MNDT
 DP6463  HISTORY     - 20110829 GOOD             MNDT
 DP6463  HISTORY     - 20150629 GOOD             MNDT
 DP6463  HISTORY     - 20210615 GOOD             MNDT
 DP6463
 DP6463                          STATION DESCRIPTION
 DP6463
 DP6463'DESCRIBED BY MN DEPT OF TRANSP 2011 (JXD)
 DP6463'6.75 MILES WEST OF ALEXANDRIA, 1.9 MILES WEST-NORTHWEST ALONG
 DP6463'INTERSTATE HIGHWAY 94 FROM JUNCTION INTERSTATE HIGHWAY 94 AND TRUNK
 DP6463'HIGHWAY 114 (5.0 MILES WEST OF ALEXANDRIA), AT INTERSTATE HIGHWAY 94
 DP6463'MILE POINT 95.50, 95.3 FEET NORTHEAST OF WESTBOUND OF INTERSTATE
 DP6463'HIGHWAY 94, 4.1 FEET SOUTHWEST OF RIGHT-OF-WAY FENCE, 1.6 FEET
 DP6463'SOUTHWEST OF WITNESS POST.
 DP6463
 DP6463                          STATION RECOVERY (2015)
 DP6463
 DP6463'RECOVERY NOTE BY MN DEPT OF TRANSP 2015 (KMS)
 DP6463'RECOVERED AS DESCRIBED.
 DP6463'
 DP6463'NOTE-THE STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM ROD
 DP6463'DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION REMOVABLE DISK
 DP6463'SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH PVC
 DP6463'PIPE BACK FILLED WITH WASHED SAND.
 DP6463
 DP6463                          STATION RECOVERY (2021)
 DP6463
 DP6463'RECOVERY NOTE BY MN DEPT OF TRANSP 2021 (KMS)
 DP6463'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 QP0857 ***********************************************************************
 QP0857  DESIGNATION -  2180 J
 QP0857  PID         -  QP0857
 QP0857  STATE/COUNTY-  MN/DOUGLAS
 QP0857  COUNTRY     -  US
 QP0857  USGS QUAD   -  QUAM LAKE (2019)
 QP0857
 QP0857                         *CURRENT SURVEY CONTROL
 QP0857  ______________________________________________________________________
 QP0857* NAD 83(2011) POSITION- 45 57 48.15080(N) 095 37 42.44014(W)   ADJUSTED
 QP0857* NAD 83(2011) ELLIP HT-   388.550 (meters)        (02/26/15)   ADJUSTED
 QP0857* NAD 83(2011) EPOCH   -  2010.00
 QP0857* NAVD 88 ORTHO HEIGHT -   414.827 (meters)     1360.98  (feet) ADJUSTED
 QP0857  ______________________________________________________________________
 QP0857  GEOID HEIGHT    -        -26.274 (meters)                     GEOID18
 QP0857  NAD 83(2011) X  -   -435,611.441 (meters)                     COMP
 QP0857  NAD 83(2011) Y  - -4,420,104.250 (meters)                     COMP
 QP0857  NAD 83(2011) Z  -  4,562,698.062 (meters)                     COMP
 QP0857  LAPLACE CORR    -          0.83  (seconds)                    DEFLEC18
 QP0857  DYNAMIC HEIGHT  -        414.820 (meters)     1360.96  (feet) COMP
 QP0857  MODELED GRAVITY -    980,585.2   (mgal)                       NAVD 88
 QP0857
 QP0857  VERT ORDER      -  SECOND    CLASS I
 QP0857
 QP0857  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 QP0857  Standards:
 QP0857         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 QP0857            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 QP0857  -------------------------------------------------------------------
 QP0857  NETWORK    0.96   0.71           0.45   0.30   0.36      0.19232280
 QP0857  -------------------------------------------------------------------
 QP0857  Click here for local accuracies and other accuracy information.
 QP0857
 QP0857.The horizontal coordinates were established by GPS observations
 QP0857.and adjusted by the MN DEPT OF TRANSP in February 2015.
 QP0857
 QP0857.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 QP0857.been affixed to the stable North American tectonic plate. See 
 QP0857.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 QP0857
 QP0857.The horizontal coordinates are valid at the epoch date displayed above
 QP0857.which is a decimal equivalence of Year/Month/Day.
 QP0857
 QP0857.The orthometric height was determined by differential leveling and
 QP0857.adjusted by the NATIONAL GEODETIC SURVEY
 QP0857.in February 2018.
 QP0857
 QP0857.Significant digits in the geoid height do not necessarily reflect accuracy.
 QP0857.GEOID18 height accuracy estimate available here.
 QP0857
 QP0857.Click photographs - Photos may exist for this station.
 QP0857
 QP0857.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 QP0857
 QP0857.The Laplace correction was computed from DEFLEC18 derived deflections.
 QP0857
 QP0857.The ellipsoidal height was determined by GPS observations
 QP0857.and is referenced to NAD 83.
 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. The following values were computed from the NAD 83(2011) position.
 QP0857
 QP0857;                    North         East     Units Scale Factor Converg.
 QP0857;SPC MN C     -   208,005.048   693,161.343   MT  0.99994293   -0 59 49.8
 QP0857;SPC MN C     -   682,429.89  2,274,146.84   sFT  0.99994293   -0 59 49.8
 QP0857;UTM  15      - 5,093,337.696   296,340.671   MT  1.00010992   -1 53 24.8
 QP0857
 QP0857!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QP0857!SPC MN C     -   0.99993909  x   0.99994293  =   0.99988202
 QP0857!UTM  15      -   0.99993909  x   1.00010992  =   1.00004900
 QP0857
 QP0857:                Primary Azimuth Mark                     Grid Az
 QP0857:SPC MN C     -  2180 K                                   135 46 50.9
 QP0857:UTM  15      -  2180 K                                   136 40 25.9
 QP0857
 QP0857_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTL9634093337(NAD 83)
 QP0857
 QP0857|---------------------------------------------------------------------|
 QP0857| PID    Reference Object                     Distance      Geod. Az  |
 QP0857|                                                           dddmmss.s |
 QP0857| QP0856 2180 K                              APPROX. 1.3 KM 1344701.1 |
 QP0857|---------------------------------------------------------------------|
 QP0857
 QP0857                          SUPERSEDED SURVEY CONTROL
 QP0857
 QP0857  NAVD 88 (06/15/91)  414.821  (m)         1360.96   (f) SUPERSEDED  2 1
 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
 QP0857.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QP0857.See file dsdata.pdf to determine how the superseded data were derived.
 QP0857
 QP0857_MARKER: DB = BENCH MARK DISK
 QP0857_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 QP0857_STAMPING: 2180 J 1966
 QP0857_MARK LOGO: MNHD
 QP0857_PROJECTION: RECESSED 10 CENTIMETERS
 QP0857_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT
 QP0857_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QP0857_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QP0857+SATELLITE: SATELLITE OBSERVATIONS - June 30, 2015
 QP0857
 QP0857  HISTORY     - Date     Condition        Report By
 QP0857  HISTORY     - 1966     MONUMENTED       MNHD
 QP0857  HISTORY     - 1967     GOOD             MNHD
 QP0857  HISTORY     - 20050104 GOOD             MNDT
 QP0857  HISTORY     - 20110829 GOOD             MNDT
 QP0857  HISTORY     - 20150630 GOOD             MNDT
 QP0857
 QP0857                          STATION DESCRIPTION
 QP0857
 QP0857'DESCRIBED BY MN HIGHWAY DEPT 1967
 QP0857'1.0 MI W FROM BRANDON.
 QP0857'MARK IS A STANDARD MINNESOTA HIGHWAY DEPARTMENT DISK, STAMPED 2180 J
 QP0857'1966, SET IN A PRE-CAST CONCRETE MONUMENT.  MARK IS 97 FEET SOUTH OF
 QP0857'THE CENTERLINE OF EASTBOUND F.A.I. 94 (STA. 2818+00), 1.5 FEET NORTH
 QP0857'OF THE R/W FENCE, 1.0 FOOT SOUTH OF A STEEL WITNESS POST AND FLUSH
 QP0857'WITH THE GROUND.  MARK IS LOCATED IN THE SE 1/4, SECTION 19, T129N,
 QP0857'R39W.  ABOUT 1.0 MILE WEST OF BRANDON ALONG F.A.I. 94.
 QP0857
 QP0857                          STATION RECOVERY (2005)
 QP0857
 QP0857'RECOVERY NOTE BY MN DEPT OF TRANSP 2005 (WAS)
 QP0857'THE MARK IS LOCATED ABOUT 3.9 MI (6.3 KM) SOUTHEAST OF EVANSVILLE AND
 QP0857'1.4 MI (2.3 KM) WEST OF BRANDON.
 QP0857'
 QP0857'FROM THE JUNCTION OF I-94 AND COUNTY ROAD 7 NW/SKROVE ROAD NORTHWEST
 QP0857'SOUTH OF BRANDON, GO 1.7 MI (2.7 KM) NORTHWEST ALONG I-94 TO MILE
 QP0857'POINT 88.4 AND THE MARK SOUTHWEST OF EAST BOUND I-94.
 QP0857'
 QP0857'THE MARK IS FOUND AT I-94 STATION 2861+00, 97 FT (29.6 M) SOUTHWEST OF
 QP0857'EASTBOUND I-94, 1.5 FT (0.5 M) (0.5 M) NORTHEAST OF THE RIGHT-OF-WAY
 QP0857'FENCE AND 1.0 FT (0.3 M) WEST OF ITS WITNESS POST.
 QP0857
 QP0857                          STATION RECOVERY (2011)
 QP0857
 QP0857'RECOVERY NOTE BY MN DEPT OF TRANSP 2011 (SXK)
 QP0857'RECOVERED AS DESCRIBED.
 QP0857
 QP0857                          STATION RECOVERY (2015)
 QP0857
 QP0857'RECOVERY NOTE BY MN DEPT OF TRANSP 2015 (MAS)
 QP0857'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DP6464 ***********************************************************************
 DP6464  DESIGNATION -  2180 JJ
 DP6464  PID         -  DP6464
 DP6464  STATE/COUNTY-  MN/DOUGLAS
 DP6464  COUNTRY     -  US
 DP6464  USGS QUAD   -  BRANDON (2019)
 DP6464
 DP6464                         *CURRENT SURVEY CONTROL
 DP6464  ______________________________________________________________________
 DP6464* NAD 83(2011) POSITION- 45 52 57.98826(N) 095 30 05.50408(W)   ADJUSTED
 DP6464* NAD 83(2011) ELLIP HT-   400.750 (meters)        (02/26/15)   ADJUSTED
 DP6464* NAD 83(2011) EPOCH   -  2010.00
 DP6464* NAVD 88 ORTHO HEIGHT -   426.854 (meters)     1400.44  (feet) ADJUSTED
 DP6464  ______________________________________________________________________
 DP6464  GEOID HEIGHT    -        -26.106 (meters)                     GEOID18
 DP6464  NAD 83(2011) X  -   -426,436.463 (meters)                     COMP
 DP6464  NAD 83(2011) Y  - -4,427,473.632 (meters)                     COMP
 DP6464  NAD 83(2011) Z  -  4,556,474.521 (meters)                     COMP
 DP6464  LAPLACE CORR    -          0.18  (seconds)                    DEFLEC18
 DP6464  DYNAMIC HEIGHT  -        426.850 (meters)     1400.42  (feet) COMP
 DP6464  MODELED GRAVITY -    980,592.2   (mgal)                       NAVD 88
 DP6464
 DP6464  VERT ORDER      -  SECOND    CLASS I
 DP6464
 DP6464  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DP6464  Standards:
 DP6464         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DP6464            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DP6464  -------------------------------------------------------------------
 DP6464  NETWORK    0.72   0.57           0.30   0.28   0.29      0.36955539
 DP6464  -------------------------------------------------------------------
 DP6464  Click here for local accuracies and other accuracy information.
 DP6464
 DP6464.The horizontal coordinates were established by GPS observations
 DP6464.and adjusted by the MN DEPT OF TRANSP in February 2015.
 DP6464
 DP6464.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DP6464.been affixed to the stable North American tectonic plate. See 
 DP6464.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DP6464
 DP6464.The horizontal coordinates are valid at the epoch date displayed above
 DP6464.which is a decimal equivalence of Year/Month/Day.
 DP6464
 DP6464.The orthometric height was determined by differential leveling and
 DP6464.adjusted by the NATIONAL GEODETIC SURVEY
 DP6464.in February 2018.
 DP6464
 DP6464.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP6464.GEOID18 height accuracy estimate available here.
 DP6464
 DP6464.Click photographs - Photos may exist for this station.
 DP6464
 DP6464.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DP6464
 DP6464.The Laplace correction was computed from DEFLEC18 derived deflections.
 DP6464
 DP6464.The ellipsoidal height was determined by GPS observations
 DP6464.and is referenced to NAD 83.
 DP6464
 DP6464.The dynamic height is computed by dividing the NAVD 88
 DP6464.geopotential number by the normal gravity value computed on the
 DP6464.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP6464.degrees latitude (g = 980.6199 gals.).
 DP6464
 DP6464.The modeled gravity was interpolated from observed gravity values.
 DP6464
 DP6464. The following values were computed from the NAD 83(2011) position.
 DP6464
 DP6464;                    North         East     Units Scale Factor Converg.
 DP6464;SPC MN C     -   198,884.552   702,856.524   MT  0.99995297   -0 54 19.2
 DP6464;SPC MN C     -   652,507.07  2,305,955.11   sFT  0.99995297   -0 54 19.2
 DP6464;UTM  15      - 5,084,066.077   305,894.004   MT  1.00006321   -1 47 47.2
 DP6464
 DP6464!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DP6464!SPC MN C     -   0.99993718  x   0.99995297  =   0.99989015
 DP6464!UTM  15      -   0.99993718  x   1.00006321  =   1.00000038
 DP6464
 DP6464:                Primary Azimuth Mark                     Grid Az
 DP6464:SPC MN C     -  2180 S 1                                 319 50 07.2
 DP6464:UTM  15      -  2180 S 1                                 320 43 35.2
 DP6464
 DP6464_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUL0589484066(NAD 83)
 DP6464
 DP6464|---------------------------------------------------------------------|
 DP6464| PID    Reference Object                     Distance      Geod. Az  |
 DP6464|                                                           dddmmss.s |
 DP6464| QP0670 2180 S 1                            APPROX. 1.1 KM 3185548.0 |
 DP6464|---------------------------------------------------------------------|
 DP6464
 DP6464                          SUPERSEDED SURVEY CONTROL
 DP6464
 DP6464  NAVD 88 (02/26/15)  426.9    (m)  GEOID12A model used  GPS OBS        
 DP6464
 DP6464.Superseded values are not recommended for survey control.
 DP6464
 DP6464.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DP6464.See file dsdata.pdf to determine how the superseded data were derived.
 DP6464
 DP6464_MARKER: I = METAL ROD
 DP6464_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DP6464_STAMPING: 2180 JJ 2009
 DP6464_MARK LOGO: MNDT
 DP6464_PROJECTION: RECESSED 3 CENTIMETERS
 DP6464_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DP6464_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DP6464_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP6464+SATELLITE: SATELLITE OBSERVATIONS - October 20, 2015
 DP6464_ROD/PIPE-DEPTH: 18.3 meters
 DP6464
 DP6464  HISTORY     - Date     Condition        Report By
 DP6464  HISTORY     - 20090805 MONUMENTED       MNDT
 DP6464  HISTORY     - 20110825 GOOD             MNDT
 DP6464  HISTORY     - 20150629 GOOD             MNDT
 DP6464  HISTORY     - 20151020 GOOD             MNDT
 DP6464
 DP6464                          STATION DESCRIPTION
 DP6464
 DP6464'DESCRIBED BY MN DEPT OF TRANSP 2011 (MPP)
 DP6464'5.7 MILES NORTHWEST OF ALEXANDRIA, 0.55 MILE WEST ALONG INTERSTATE
 DP6464'HIGHWAY 94 FROM JUNCTION INTERSTATE HIGHWAY 94 AND TRUNK HIGHWAY 114
 DP6464'(5.0 MILES WEST OF ALEXANDRIA), 91.2 FEET NORTHEAST OF WESTBOUND
 DP6464'INTERSTATE HIGHWAY 94 AT MILE POINT 96.9, 16.3 FEET WEST OF
 DP6464'RIGHT-OF-WAY FENCE, 2.0 FEET SOUTHWEST OF WITNESS POST.
 DP6464
 DP6464                          STATION RECOVERY (2015)
 DP6464
 DP6464'RECOVERY NOTE BY MN DEPT OF TRANSP 2015 (KMS)
 DP6464'RECOVERED AS DESCRIBED.
 DP6464'
 DP6464'NOTE-THE STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM ROD
 DP6464'DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION REMOVABLE DISK
 DP6464'SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH PVC
 DP6464'PIPE BACK FILLED WITH WASHED SAND.
 DP6464
 DP6464                          STATION RECOVERY (2015)
 DP6464
 DP6464'RECOVERY NOTE BY MN DEPT OF TRANSP 2015 (KMS)
 DP6464'RECOVERED AS DESCRIBED.
 DP6464'
 DP6464'NOTE-THE STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM ROD
 DP6464'DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION REMOVABLE DISK
 DP6464'SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH PVC
 DP6464'PIPE BACK FILLED WITH WASHED SAND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 QP0856 ***********************************************************************
 QP0856  DESIGNATION -  2180 K
 QP0856  PID         -  QP0856
 QP0856  STATE/COUNTY-  MN/DOUGLAS
 QP0856  COUNTRY     -  US
 QP0856  USGS QUAD   -  BRANDON (2019)
 QP0856
 QP0856                         *CURRENT SURVEY CONTROL
 QP0856  ______________________________________________________________________
 QP0856* NAD 83(2011) POSITION- 45 57 19.13614(N) 095 37 00.52878(W)   ADJUSTED
 QP0856* NAD 83(2011) ELLIP HT-   391.555 (meters)        (02/26/15)   ADJUSTED
 QP0856* NAD 83(2011) EPOCH   -  2010.00
 QP0856* NAVD 88 ORTHO HEIGHT -   417.819 (meters)     1370.79  (feet) ADJUSTED
 QP0856  ______________________________________________________________________
 QP0856  GEOID HEIGHT    -        -26.258 (meters)                     GEOID18
 QP0856  NAD 83(2011) X  -   -434,776.539 (meters)                     COMP
 QP0856  NAD 83(2011) Y  - -4,420,835.663 (meters)                     COMP
 QP0856  NAD 83(2011) Z  -  4,562,077.429 (meters)                     COMP
 QP0856  LAPLACE CORR    -          0.98  (seconds)                    DEFLEC18
 QP0856  DYNAMIC HEIGHT  -        417.812 (meters)     1370.77  (feet) COMP
 QP0856  MODELED GRAVITY -    980,584.8   (mgal)                       NAVD 88
 QP0856
 QP0856  VERT ORDER      -  SECOND    CLASS I
 QP0856
 QP0856  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 QP0856  Standards:
 QP0856         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 QP0856            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 QP0856  -------------------------------------------------------------------
 QP0856  NETWORK    0.92   0.71           0.43   0.29   0.36      0.16991729
 QP0856  -------------------------------------------------------------------
 QP0856  Click here for local accuracies and other accuracy information.
 QP0856
 QP0856.The horizontal coordinates were established by GPS observations
 QP0856.and adjusted by the MN DEPT OF TRANSP in February 2015.
 QP0856
 QP0856.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 QP0856.been affixed to the stable North American tectonic plate. See 
 QP0856.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 QP0856
 QP0856.The horizontal coordinates are valid at the epoch date displayed above
 QP0856.which is a decimal equivalence of Year/Month/Day.
 QP0856
 QP0856.The orthometric height was determined by differential leveling and
 QP0856.adjusted by the NATIONAL GEODETIC SURVEY
 QP0856.in August 2019.
 QP0856
 QP0856.Significant digits in the geoid height do not necessarily reflect accuracy.
 QP0856.GEOID18 height accuracy estimate available here.
 QP0856
 QP0856.Click photographs - Photos may exist for this station.
 QP0856
 QP0856.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 QP0856
 QP0856.The Laplace correction was computed from DEFLEC18 derived deflections.
 QP0856
 QP0856.The ellipsoidal height was determined by GPS observations
 QP0856.and is referenced to NAD 83.
 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. The following values were computed from the NAD 83(2011) position.
 QP0856
 QP0856;                    North         East     Units Scale Factor Converg.
 QP0856;SPC MN C     -   207,093.763   694,048.125   MT  0.99994385   -0 59 19.5
 QP0856;SPC MN C     -   679,440.12  2,277,056.22   sFT  0.99994385   -0 59 19.5
 QP0856;UTM  15      - 5,092,412.549   297,213.286   MT  1.00010556   -1 52 53.8
 QP0856
 QP0856!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QP0856!SPC MN C     -   0.99993862  x   0.99994385  =   0.99988247
 QP0856!UTM  15      -   0.99993862  x   1.00010556  =   1.00004417
 QP0856
 QP0856:                Primary Azimuth Mark                     Grid Az
 QP0856:SPC MN C     -  2180 J                                   315 46 50.7
 QP0856:UTM  15      -  2180 J                                   316 40 25.0
 QP0856
 QP0856_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTL9721392412(NAD 83)
 QP0856
 QP0856|---------------------------------------------------------------------|
 QP0856| PID    Reference Object                     Distance      Geod. Az  |
 QP0856|                                                           dddmmss.s |
 QP0856| QP0857 2180 J                              APPROX. 1.3 KM 3144731.2 |
 QP0856|---------------------------------------------------------------------|
 QP0856
 QP0856                          SUPERSEDED SURVEY CONTROL
 QP0856
 QP0856  NAVD 88 (06/15/91)  417.820  (m)         1370.80   (f) SUPERSEDED  2 1
 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
 QP0856.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QP0856.See file dsdata.pdf to determine how the superseded data were derived.
 QP0856
 QP0856_MARKER: DB = BENCH MARK DISK
 QP0856_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 QP0856_STAMPING: 2180 K 1966
 QP0856_MARK LOGO: MNHD
 QP0856_PROJECTION: RECESSED 5 CENTIMETERS
 QP0856_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT
 QP0856_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QP0856_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QP0856+SATELLITE: SATELLITE OBSERVATIONS - June 30, 2015
 QP0856
 QP0856  HISTORY     - Date     Condition        Report By
 QP0856  HISTORY     - 1966     MONUMENTED       MNHD
 QP0856  HISTORY     - 1967     GOOD             MNDT
 QP0856  HISTORY     - 20110823 GOOD             MNDT
 QP0856  HISTORY     - 20150630 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.
 QP0856
 QP0856                          STATION RECOVERY (2011)
 QP0856
 QP0856'RECOVERY NOTE BY MN DEPT OF TRANSP 2011 (BXJ)
 QP0856'RECOVERED AS DESCRIBED.
 QP0856
 QP0856                          STATION RECOVERY (2015)
 QP0856
 QP0856'RECOVERY NOTE BY MN DEPT OF TRANSP 2015 (MAS)
 QP0856'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 QP0852 ***********************************************************************
 QP0852  DESIGNATION -  2180 L
 QP0852  PID         -  QP0852
 QP0852  STATE/COUNTY-  MN/DOUGLAS
 QP0852  COUNTRY     -  US
 QP0852  USGS QUAD   -  BRANDON (2019)
 QP0852
 QP0852                         *CURRENT SURVEY CONTROL
 QP0852  ______________________________________________________________________
 QP0852* NAD 83(1986) POSITION- 45 56 46.15   (N) 095 36 12.30   (W)   HD_HELD1
 QP0852* NAVD 88 ORTHO HEIGHT -   426.855 (meters)     1400.44  (feet) ADJUSTED
 QP0852  ______________________________________________________________________
 QP0852  GEOID HEIGHT    -        -26.238 (meters)                     GEOID18
 QP0852  DYNAMIC HEIGHT  -        426.848 (meters)     1400.42  (feet) COMP
 QP0852  MODELED GRAVITY -    980,584.6   (mgal)                       NAVD 88
 QP0852
 QP0852  VERT ORDER      -  SECOND    CLASS I
 QP0852
 QP0852.The horizontal coordinates were determined by differentially corrected
 QP0852.hand held GPS observations or other comparable positioning techniques
 QP0852.and have an estimated accuracy of +/- 3 meters.
 QP0852
 QP0852.The orthometric height was determined by differential leveling and
 QP0852.adjusted by the NATIONAL GEODETIC SURVEY
 QP0852.in February 2018.
 QP0852
 QP0852.Significant digits in the geoid height do not necessarily reflect accuracy.
 QP0852.GEOID18 height accuracy estimate available here.
 QP0852
 QP0852.Click photographs - Photos may exist for this station.
 QP0852
 QP0852.The dynamic height is computed by dividing the NAVD 88
 QP0852.geopotential number by the normal gravity value computed on the
 QP0852.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QP0852.degrees latitude (g = 980.6199 gals.).
 QP0852
 QP0852.The modeled gravity was interpolated from observed gravity values.
 QP0852
 QP0852;                    North         East    Units  Estimated Accuracy
 QP0852;SPC MN C     -   206,057.7     695,069.1     MT  (+/- 3 meters HH1 GPS) 
 QP0852
 QP0852_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTL9821891360(NAD 83)
 QP0852
 QP0852                          SUPERSEDED SURVEY CONTROL
 QP0852
 QP0852  NAVD 88 (06/15/91)  426.872  (m)         1400.50   (f) SUPERSEDED  2 0
 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
 QP0852.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QP0852.See file dsdata.pdf to determine how the superseded data were derived.
 QP0852
 QP0852_MARKER: DB = BENCH MARK DISK
 QP0852_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 QP0852_SP_SET: BRIDGE ABUTMENT
 QP0852_STAMPING: 2180 L 1966
 QP0852_MARK LOGO: MNHD
 QP0852_MAGNETIC: N = NO MAGNETIC MATERIAL
 QP0852_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QP0852_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 QP0852+SATELLITE: SATELLITE OBSERVATIONS - June 29, 2015
 QP0852
 QP0852  HISTORY     - Date     Condition        Report By
 QP0852  HISTORY     - 19660401 MONUMENTED       MNHD
 QP0852  HISTORY     - 1967     GOOD             MNDT
 QP0852  HISTORY     - 20150629 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.
 QP0852
 QP0852                          STATION RECOVERY (2015)
 QP0852
 QP0852'RECOVERY NOTE BY MN DEPT OF TRANSP 2015 (KMS)
 QP0852'THE STATION IS LOCATED ABOUT 8.6 MI (13.8 KM) SOUTH-SOUTHWEST OF
 QP0852'MILLERVILLE, 5.5 MI (8.8 KM) SOUTHEAST OF EVANSVILLE AND 1.3 MI (2.1
 QP0852'KM) SOUTH OF BRANDON.
 QP0852'
 QP0852'TO REACH THE MARK IN BRIDGE ABUTMENT IN SOUTHEAST CORNER OF COUNTY
 QP0852'ROAD 7 BRIDGE NUMBER 21810 OVER INTERSTATE HIGHWAY 94, 0.8 MI (1.3 KM)
 QP0852'SOUTH ALONG COUNTY ROAD 7 FROM THE JUNCTION OF COUNTY ROAD 7 AND
 QP0852'COUNTY ROAD 82 IN BRANDON (AT THE JUNCTION OF COUNTY ROAD 7 AND
 QP0852'INTERSTATE HIGHWAY 94).
 QP0852'
 QP0852'THE MARK IS LOCATED AT INTERSTATE HIGHWAY 94 MILE POINT 90.05 (EXIT
 QP0852'NUMBER 90).
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 QP0851 ***********************************************************************
 QP0851  DESIGNATION -  2180 M
 QP0851  PID         -  QP0851
 QP0851  STATE/COUNTY-  MN/DOUGLAS
 QP0851  COUNTRY     -  US
 QP0851  USGS QUAD   -  BRANDON (2019)
 QP0851
 QP0851                         *CURRENT SURVEY CONTROL
 QP0851  ______________________________________________________________________
 QP0851* NAD 83(2011) POSITION- 45 56 51.91497(N) 095 36 10.50487(W)   ADJUSTED
 QP0851* NAD 83(2011) ELLIP HT-   396.502 (meters)        (02/26/15)   ADJUSTED
 QP0851* NAD 83(2011) EPOCH   -  2010.00
 QP0851* NAVD 88 ORTHO HEIGHT -   422.745 (meters)     1386.96  (feet) ADJUSTED
 QP0851  ______________________________________________________________________
 QP0851  GEOID HEIGHT    -        -26.240 (meters)                     GEOID18
 QP0851  NAD 83(2011) X  -   -433,763.691 (meters)                     COMP
 QP0851  NAD 83(2011) Y  - -4,421,545.630 (meters)                     COMP
 QP0851  NAD 83(2011) Z  -  4,561,496.608 (meters)                     COMP
 QP0851  LAPLACE CORR    -          1.11  (seconds)                    DEFLEC18
 QP0851  DYNAMIC HEIGHT  -        422.737 (meters)     1386.93  (feet) COMP
 QP0851  MODELED GRAVITY -    980,584.6   (mgal)                       NAVD 88
 QP0851
 QP0851  VERT ORDER      -  SECOND    CLASS I
 QP0851
 QP0851  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 QP0851  Standards:
 QP0851         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 QP0851            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 QP0851  -------------------------------------------------------------------
 QP0851  NETWORK    0.86   0.74           0.39   0.30   0.38      0.06552545
 QP0851  -------------------------------------------------------------------
 QP0851  Click here for local accuracies and other accuracy information.
 QP0851
 QP0851.The horizontal coordinates were established by GPS observations
 QP0851.and adjusted by the MN DEPT OF TRANSP in February 2015.
 QP0851
 QP0851.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 QP0851.been affixed to the stable North American tectonic plate. See 
 QP0851.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 QP0851
 QP0851.The horizontal coordinates are valid at the epoch date displayed above
 QP0851.which is a decimal equivalence of Year/Month/Day.
 QP0851
 QP0851.The orthometric height was determined by differential leveling and
 QP0851.adjusted by the NATIONAL GEODETIC SURVEY
 QP0851.in June 1991.
 QP0851
 QP0851.Significant digits in the geoid height do not necessarily reflect accuracy.
 QP0851.GEOID18 height accuracy estimate available here.
 QP0851
 QP0851.Click photographs - Photos may exist for this station.
 QP0851
 QP0851.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 QP0851
 QP0851.The Laplace correction was computed from DEFLEC18 derived deflections.
 QP0851
 QP0851.The ellipsoidal height was determined by GPS observations
 QP0851.and is referenced to NAD 83.
 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. The following values were computed from the NAD 83(2011) position.
 QP0851
 QP0851;                    North         East     Units Scale Factor Converg.
 QP0851;SPC MN C     -   206,234.982   695,110.811   MT  0.99994472   -0 58 43.3
 QP0851;SPC MN C     -   676,622.60  2,280,542.72   sFT  0.99994472   -0 58 43.3
 QP0851;UTM  15      - 5,091,537.176   298,262.629   MT  1.00010035   -1 52 16.9
 QP0851
 QP0851!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QP0851!SPC MN C     -   0.99993784  x   0.99994472  =   0.99988257
 QP0851!UTM  15      -   0.99993784  x   1.00010035  =   1.00003819
 QP0851
 QP0851_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTL9826291537(NAD 83)
 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
 QP0851.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QP0851.See file dsdata.pdf to determine how the superseded data were derived.
 QP0851
 QP0851_MARKER: DB = BENCH MARK DISK
 QP0851_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 QP0851_STAMPING: 2180 M 1966
 QP0851_MARK LOGO: MNHD
 QP0851_PROJECTION: FLUSH
 QP0851_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 QP0851_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QP0851_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QP0851+SATELLITE: SATELLITE OBSERVATIONS - June 15, 2021
 QP0851
 QP0851  HISTORY     - Date     Condition        Report By
 QP0851  HISTORY     - 1966     MONUMENTED       MNHD
 QP0851  HISTORY     - 1967     GOOD             MNHD
 QP0851  HISTORY     - 20110901 GOOD             MNDT
 QP0851  HISTORY     - 20150629 GOOD             MNDT
 QP0851  HISTORY     - 20210615 GOOD             MNDT
 QP0851
 QP0851                          STATION DESCRIPTION
 QP0851
 QP0851'DESCRIBED BY MN HIGHWAY DEPT 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.
 QP0851
 QP0851                          STATION RECOVERY (2011)
 QP0851
 QP0851'RECOVERY NOTE BY MN DEPT OF TRANSP 2011 (TXM)
 QP0851'RECOVERED AS DESCRIBED.
 QP0851
 QP0851                          STATION RECOVERY (2015)
 QP0851
 QP0851'RECOVERY NOTE BY MN DEPT OF TRANSP 2015 (KMS)
 QP0851'RECOVERED AS DESCRIBED.
 QP0851
 QP0851                          STATION RECOVERY (2021)
 QP0851
 QP0851'RECOVERY NOTE BY MN DEPT OF TRANSP 2021 (TJD)
 QP0851'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 QP0850 ***********************************************************************
 QP0850  DESIGNATION -  2180 N
 QP0850  PID         -  QP0850
 QP0850  STATE/COUNTY-  MN/DOUGLAS
 QP0850  COUNTRY     -  US
 QP0850  USGS QUAD   -  BRANDON (2019)
 QP0850
 QP0850                         *CURRENT SURVEY CONTROL
 QP0850  ______________________________________________________________________
 QP0850* NAD 83(2011) POSITION- 45 56 16.70988(N) 095 35 09.19050(W)   ADJUSTED
 QP0850* NAD 83(2011) ELLIP HT-   401.999 (meters)        (02/26/15)   ADJUSTED
 QP0850* NAD 83(2011) EPOCH   -  2010.00
 QP0850* NAVD 88 ORTHO HEIGHT -   428.210 (meters)     1404.89  (feet) ADJUSTED
 QP0850  ______________________________________________________________________
 QP0850  GEOID HEIGHT    -        -26.217 (meters)                     GEOID18
 QP0850  NAD 83(2011) X  -   -432,525.732 (meters)                     COMP
 QP0850  NAD 83(2011) Y  - -4,422,455.659 (meters)                     COMP
 QP0850  NAD 83(2011) Z  -  4,560,744.666 (meters)                     COMP
 QP0850  LAPLACE CORR    -          1.10  (seconds)                    DEFLEC18
 QP0850  DYNAMIC HEIGHT  -        428.203 (meters)     1404.86  (feet) COMP
 QP0850  MODELED GRAVITY -    980,585.3   (mgal)                       NAVD 88
 QP0850
 QP0850  VERT ORDER      -  SECOND    CLASS I
 QP0850
 QP0850  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 QP0850  Standards:
 QP0850         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 QP0850            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 QP0850  -------------------------------------------------------------------
 QP0850  NETWORK    0.94   0.78           0.43   0.32   0.40      0.09925751
 QP0850  -------------------------------------------------------------------
 QP0850  Click here for local accuracies and other accuracy information.
 QP0850
 QP0850.The horizontal coordinates were established by GPS observations
 QP0850.and adjusted by the MN DEPT OF TRANSP in February 2015.
 QP0850
 QP0850.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 QP0850.been affixed to the stable North American tectonic plate. See 
 QP0850.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 QP0850
 QP0850.The horizontal coordinates are valid at the epoch date displayed above
 QP0850.which is a decimal equivalence of Year/Month/Day.
 QP0850
 QP0850.The orthometric height was determined by differential leveling and
 QP0850.adjusted by the NATIONAL GEODETIC SURVEY
 QP0850.in June 1991.
 QP0850
 QP0850.Significant digits in the geoid height do not necessarily reflect accuracy.
 QP0850.GEOID18 height accuracy estimate available here.
 QP0850
 QP0850.Click photographs - Photos may exist for this station.
 QP0850
 QP0850.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 QP0850
 QP0850.The Laplace correction was computed from DEFLEC18 derived deflections.
 QP0850
 QP0850.The ellipsoidal height was determined by GPS observations
 QP0850.and is referenced to NAD 83.
 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. The following values were computed from the NAD 83(2011) position.
 QP0850
 QP0850;                    North         East     Units Scale Factor Converg.
 QP0850;SPC MN C     -   205,125.824   696,412.795   MT  0.99994588   -0 57 58.9
 QP0850;SPC MN C     -   672,983.64  2,284,814.31   sFT  0.99994588   -0 57 58.9
 QP0850;UTM  15      - 5,090,407.700   299,547.372   MT  1.00009399   -1 51 31.7
 QP0850
 QP0850!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QP0850!SPC MN C     -   0.99993698  x   0.99994588  =   0.99988287
 QP0850!UTM  15      -   0.99993698  x   1.00009399  =   1.00003097
 QP0850
 QP0850_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTL9954790407(NAD 83)
 QP0850
 QP0850|---------------------------------------------------------------------|
 QP0850| PID    Reference Object                     Distance      Geod. Az  |
 QP0850|                                                           dddmmss.s |
 QP0850| DP6549 RAVENS                              146.061 METERS 34751     |
 QP0850|---------------------------------------------------------------------|
 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
 QP0850.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QP0850.See file dsdata.pdf to determine how the superseded data were derived.
 QP0850
 QP0850_MARKER: DB = BENCH MARK DISK
 QP0850_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 QP0850_STAMPING: 2180 N 1966
 QP0850_MARK LOGO: MNHD
 QP0850_PROJECTION: RECESSED 5 CENTIMETERS
 QP0850_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 QP0850_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QP0850_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QP0850+SATELLITE: SATELLITE OBSERVATIONS - June 30, 2015
 QP0850
 QP0850  HISTORY     - Date     Condition        Report By
 QP0850  HISTORY     - 1966     MONUMENTED       MNHD
 QP0850  HISTORY     - 1967     GOOD             MNHD
 QP0850  HISTORY     - 20110824 GOOD             MNDT
 QP0850  HISTORY     - 20150630 GOOD             MNDT
 QP0850
 QP0850                          STATION DESCRIPTION
 QP0850
 QP0850'DESCRIBED BY MN HIGHWAY DEPT 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, T129N, R39W.
 QP0850
 QP0850                          STATION RECOVERY (2011)
 QP0850
 QP0850'RECOVERY NOTE BY MN DEPT OF TRANSP 2011 (MXK)
 QP0850'RECOVERED AS DESCRIBED.
 QP0850
 QP0850                          STATION RECOVERY (2015)
 QP0850
 QP0850'RECOVERY NOTE BY MN DEPT OF TRANSP 2015 (KMS)
 QP0850'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 QP0849 ***********************************************************************
 QP0849  DESIGNATION -  2180 P
 QP0849  PID         -  QP0849
 QP0849  STATE/COUNTY-  MN/DOUGLAS
 QP0849  COUNTRY     -  US
 QP0849  USGS QUAD   -  BRANDON (2019)
 QP0849
 QP0849                         *CURRENT SURVEY CONTROL
 QP0849  ______________________________________________________________________
 QP0849* NAD 83(2011) POSITION- 45 55 39.25719(N) 095 34 19.42851(W)   ADJUSTED
 QP0849* NAD 83(2011) ELLIP HT-   402.039 (meters)        (02/26/15)   ADJUSTED
 QP0849* NAD 83(2011) EPOCH   -  2010.00
 QP0849* NAVD 88 ORTHO HEIGHT -   428.226 (meters)     1404.94  (feet) ADJUSTED
 QP0849  ______________________________________________________________________
 QP0849  GEOID HEIGHT    -        -26.194 (meters)                     GEOID18
 QP0849  NAD 83(2011) X  -   -431,539.472 (meters)                     COMP
 QP0849  NAD 83(2011) Y  - -4,423,386.899 (meters)                     COMP
 QP0849  NAD 83(2011) Z  -  4,559,940.399 (meters)                     COMP
 QP0849  LAPLACE CORR    -          1.16  (seconds)                    DEFLEC18
 QP0849  DYNAMIC HEIGHT  -        428.219 (meters)     1404.92  (feet) COMP
 QP0849  MODELED GRAVITY -    980,586.3   (mgal)                       NAVD 88
 QP0849
 QP0849  VERT ORDER      -  SECOND    CLASS I
 QP0849
 QP0849  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 QP0849  Standards:
 QP0849         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 QP0849            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 QP0849  -------------------------------------------------------------------
 QP0849  NETWORK    0.82   0.67           0.38   0.27   0.34      0.09700774
 QP0849  -------------------------------------------------------------------
 QP0849  Click here for local accuracies and other accuracy information.
 QP0849
 QP0849.The horizontal coordinates were established by GPS observations
 QP0849.and adjusted by the MN DEPT OF TRANSP in February 2015.
 QP0849
 QP0849.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 QP0849.been affixed to the stable North American tectonic plate. See 
 QP0849.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 QP0849
 QP0849.The horizontal coordinates are valid at the epoch date displayed above
 QP0849.which is a decimal equivalence of Year/Month/Day.
 QP0849
 QP0849.The orthometric height was determined by differential leveling and
 QP0849.adjusted by the NATIONAL GEODETIC SURVEY
 QP0849.in June 1991.
 QP0849
 QP0849.Significant digits in the geoid height do not necessarily reflect accuracy.
 QP0849.GEOID18 height accuracy estimate available here.
 QP0849
 QP0849.Click photographs - Photos may exist for this station.
 QP0849
 QP0849.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 QP0849
 QP0849.The Laplace correction was computed from DEFLEC18 derived deflections.
 QP0849
 QP0849.The ellipsoidal height was determined by GPS observations
 QP0849.and is referenced to NAD 83.
 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. The following values were computed from the NAD 83(2011) position.
 QP0849
 QP0849;                    North         East     Units Scale Factor Converg.
 QP0849;SPC MN C     -   203,951.711   697,465.240   MT  0.99994715   -0 57 22.9
 QP0849;SPC MN C     -   669,131.57  2,288,267.21   sFT  0.99994715   -0 57 22.9
 QP0849;UTM  15      - 5,089,217.166   300,581.555   MT  1.00008891   -1 50 54.7
 QP0849
 QP0849!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QP0849!SPC MN C     -   0.99993698  x   0.99994715  =   0.99988413
 QP0849!UTM  15      -   0.99993698  x   1.00008891  =   1.00002588
 QP0849
 QP0849_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUL0058189217(NAD 83)
 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
 QP0849.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QP0849.See file dsdata.pdf to determine how the superseded data were derived.
 QP0849
 QP0849_MARKER: DB = BENCH MARK DISK
 QP0849_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 QP0849_STAMPING: 2180 P 1966
 QP0849_MARK LOGO: MNHD
 QP0849_PROJECTION: FLUSH
 QP0849_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 QP0849_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QP0849_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 QP0849+SATELLITE: SATELLITE OBSERVATIONS - June 30, 2015
 QP0849
 QP0849  HISTORY     - Date     Condition        Report By
 QP0849  HISTORY     - 1966     MONUMENTED       MNHD
 QP0849  HISTORY     - 1967     GOOD             MNHD
 QP0849  HISTORY     - 20110829 GOOD             MNDT
 QP0849  HISTORY     - 20150630 GOOD             MNDT
 QP0849
 QP0849                          STATION DESCRIPTION
 QP0849
 QP0849'DESCRIBED BY MN HIGHWAY DEPT 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'T128N, R9W, ABOUT 2.5 MILES SOUTH OF BRANDON.
 QP0849
 QP0849                          STATION RECOVERY (2011)
 QP0849
 QP0849'RECOVERY NOTE BY MN DEPT OF TRANSP 2011 (JXJ)
 QP0849'RECOVERED AS DESCRIBED.
 QP0849
 QP0849                          STATION RECOVERY (2015)
 QP0849
 QP0849'RECOVERY NOTE BY MN DEPT OF TRANSP 2015 (KMS)
 QP0849'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 QP0676 ***********************************************************************
 QP0676  DESIGNATION -  2180 Q
 QP0676  PID         -  QP0676
 QP0676  STATE/COUNTY-  MN/DOUGLAS
 QP0676  COUNTRY     -  US
 QP0676  USGS QUAD   -  BRANDON (2019)
 QP0676
 QP0676                         *CURRENT SURVEY CONTROL
 QP0676  ______________________________________________________________________
 QP0676* NAD 83(1986) POSITION- 45 55 07.20   (N) 095 33 26.79   (W)   HD_HELD1
 QP0676* NAVD 88 ORTHO HEIGHT -   432.876 (meters)     1420.19  (feet) ADJUSTED
 QP0676  ______________________________________________________________________
 QP0676  GEOID HEIGHT    -        -26.173 (meters)                     GEOID18
 QP0676  DYNAMIC HEIGHT  -        432.870 (meters)     1420.17  (feet) COMP
 QP0676  MODELED GRAVITY -    980,587.7   (mgal)                       NAVD 88
 QP0676
 QP0676  VERT ORDER      -  SECOND    CLASS I
 QP0676
 QP0676.The horizontal coordinates were determined by differentially corrected
 QP0676.hand held GPS observations or other comparable positioning techniques
 QP0676.and have an estimated accuracy of +/- 3 meters.
 QP0676
 QP0676.The orthometric height was determined by differential leveling and
 QP0676.adjusted by the NATIONAL GEODETIC SURVEY
 QP0676.in February 2018.
 QP0676
 QP0676.Significant digits in the geoid height do not necessarily reflect accuracy.
 QP0676.GEOID18 height accuracy estimate available here.
 QP0676
 QP0676.Click photographs - Photos may exist for this station.
 QP0676
 QP0676.The dynamic height is computed by dividing the NAVD 88
 QP0676.geopotential number by the normal gravity value computed on the
 QP0676.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QP0676.degrees latitude (g = 980.6199 gals.).
 QP0676
 QP0676.The modeled gravity was interpolated from observed gravity values.
 QP0676
 QP0676;                    North         East    Units  Estimated Accuracy
 QP0676;SPC MN C     -   202,943.3     698,582.8     MT  (+/- 3 meters HH1 GPS) 
 QP0676
 QP0676_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUL0168388191(NAD 83)
 QP0676
 QP0676                          SUPERSEDED SURVEY CONTROL
 QP0676
 QP0676  NAVD 88 (06/15/91)  432.872  (m)         1420.18   (f) SUPERSEDED  2 0
 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
 QP0676.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QP0676.See file dsdata.pdf to determine how the superseded data were derived.
 QP0676
 QP0676_MARKER: DB = BENCH MARK DISK
 QP0676_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 QP0676_STAMPING: 2180 Q 1966
 QP0676_MARK LOGO: MNHD
 QP0676_PROJECTION: RECESSED 5 CENTIMETERS
 QP0676_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 QP0676_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QP0676_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 QP0676+SATELLITE: SATELLITE OBSERVATIONS - June 30, 2015
 QP0676
 QP0676  HISTORY     - Date     Condition        Report By
 QP0676  HISTORY     - 1966     MONUMENTED       MNHD
 QP0676  HISTORY     - 1967     GOOD             MNHD
 QP0676  HISTORY     - 20150630 GOOD             MNDT
 QP0676
 QP0676                          STATION DESCRIPTION
 QP0676
 QP0676'DESCRIBED BY MN HIGHWAY DEPT 1967
 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, T128N, R39W.
 QP0676
 QP0676                          STATION RECOVERY (2015)
 QP0676
 QP0676'RECOVERY NOTE BY MN DEPT OF TRANSP 2015 (KMS)
 QP0676'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 QP0675 ***********************************************************************
 QP0675  DESIGNATION -  2180 R
 QP0675  PID         -  QP0675
 QP0675  STATE/COUNTY-  MN/DOUGLAS
 QP0675  COUNTRY     -  US
 QP0675  USGS QUAD   -  BRANDON (2019)
 QP0675
 QP0675                         *CURRENT SURVEY CONTROL
 QP0675  ______________________________________________________________________
 QP0675* NAD 83(2011) POSITION- 45 54 41.00427(N) 095 32 33.62435(W)   ADJUSTED
 QP0675* NAD 83(2011) ELLIP HT-   406.192 (meters)        (02/26/15)   ADJUSTED
 QP0675* NAD 83(2011) EPOCH   -  2010.00
 QP0675* NAVD 88 ORTHO HEIGHT -   432.343 (meters)     1418.45  (feet) ADJUSTED
 QP0675  ______________________________________________________________________
 QP0675  GEOID HEIGHT    -        -26.156 (meters)                     GEOID18
 QP0675  NAD 83(2011) X  -   -429,395.505 (meters)                     COMP
 QP0675  NAD 83(2011) Y  - -4,424,896.608 (meters)                     COMP
 QP0675  NAD 83(2011) Z  -  4,558,692.105 (meters)                     COMP
 QP0675  LAPLACE CORR    -          0.81  (seconds)                    DEFLEC18
 QP0675  DYNAMIC HEIGHT  -        432.338 (meters)     1418.43  (feet) COMP
 QP0675  MODELED GRAVITY -    980,589.3   (mgal)                       NAVD 88
 QP0675
 QP0675  VERT ORDER      -  SECOND    CLASS I
 QP0675
 QP0675  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 QP0675  Standards:
 QP0675         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 QP0675            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 QP0675  -------------------------------------------------------------------
 QP0675  NETWORK    0.85   0.67           0.39   0.29   0.34      0.12161665
 QP0675  -------------------------------------------------------------------
 QP0675  Click here for local accuracies and other accuracy information.
 QP0675
 QP0675.The horizontal coordinates were established by GPS observations
 QP0675.and adjusted by the MN DEPT OF TRANSP in February 2015.
 QP0675
 QP0675.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 QP0675.been affixed to the stable North American tectonic plate. See 
 QP0675.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 QP0675
 QP0675.The horizontal coordinates are valid at the epoch date displayed above
 QP0675.which is a decimal equivalence of Year/Month/Day.
 QP0675
 QP0675.The orthometric height was determined by differential leveling and
 QP0675.adjusted by the NATIONAL GEODETIC SURVEY
 QP0675.in June 1991.
 QP0675
 QP0675.Significant digits in the geoid height do not necessarily reflect accuracy.
 QP0675.GEOID18 height accuracy estimate available here.
 QP0675
 QP0675.Click photographs - Photos may exist for this station.
 QP0675
 QP0675.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 QP0675
 QP0675.The Laplace correction was computed from DEFLEC18 derived deflections.
 QP0675
 QP0675.The ellipsoidal height was determined by GPS observations
 QP0675.and is referenced to NAD 83.
 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. The following values were computed from the NAD 83(2011) position.
 QP0675
 QP0675;                    North         East     Units Scale Factor Converg.
 QP0675;SPC MN C     -   202,115.865   699,715.077   MT  0.99994918   -0 56 06.4
 QP0675;SPC MN C     -   663,108.47  2,295,648.55   sFT  0.99994918   -0 56 06.4
 QP0675;UTM  15      - 5,087,346.265   302,802.841   MT  1.00007808   -1 49 36.8
 QP0675
 QP0675!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QP0675!SPC MN C     -   0.99993633  x   0.99994918  =   0.99988551
 QP0675!UTM  15      -   0.99993633  x   1.00007808  =   1.00001440
 QP0675
 QP0675_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUL0280287346(NAD 83)
 QP0675
 QP0675|---------------------------------------------------------------------|
 QP0675| PID    Reference Object                     Distance      Geod. Az  |
 QP0675|                                                           dddmmss.s |
 QP0675| DP6523 JETS                                228.597 METERS 11746     |
 QP0675|---------------------------------------------------------------------|
 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
 QP0675.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QP0675.See file dsdata.pdf to determine how the superseded data were derived.
 QP0675
 QP0675_MARKER: DB = BENCH MARK DISK
 QP0675_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 QP0675_STAMPING: 2180 R 1966
 QP0675_MARK LOGO: MNHD
 QP0675_PROJECTION: FLUSH
 QP0675_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 QP0675_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QP0675_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QP0675+SATELLITE: SATELLITE OBSERVATIONS - June 30, 2015
 QP0675
 QP0675  HISTORY     - Date     Condition        Report By
 QP0675  HISTORY     - 19660401 MONUMENTED       MNHD
 QP0675  HISTORY     - 1967     GOOD             MNDT
 QP0675  HISTORY     - 20051005 GOOD             MNDT
 QP0675  HISTORY     - 20110824 GOOD             MNDT
 QP0675  HISTORY     - 20150630 GOOD             MNDT
 QP0675
 QP0675                          STATION DESCRIPTION
 QP0675
 QP0675'DESCRIBED BY MN DEPT OF TRANSP 1967
 QP0675'3.0 MI SW FROM GARFIELD.
 QP0675'MARK IS A STANDARD MINNESOTA.  HIGHWAY DEPARTMENT DISK STAMPED 2180-R
 QP0675'1966 SET IN A PRE-CAST CONCRETE MONUMENT.  MARK IS 97 FEET SOUTH OF
 QP0675'EASTBOUND FAI 94 (STA. 3911+00), 2.5 MILES WEST OF COUNTY ROAD 114,
 QP0675'ABOUT 300 FEET SOUTHEAST OF AN EAST-WEST FENCE LINE, 1.0 FOOT
 QP0675'SOUTHEAST OF A STEEL WITNESS POST, AND FLUSH WITH GROUND.  MARK IS
 QP0675'LOCATED NEAR THE CENTER OF SECTION 11, T 128 N, R 39W, ABOUT 3.0 MILES
 QP0675'SOUTHWEST OF GARFIELD.
 QP0675
 QP0675                          STATION RECOVERY (2005)
 QP0675
 QP0675'RECOVERY NOTE BY MN DEPT OF TRANSP 2005 (WAS)
 QP0675'RECOVERED AS DESCRIBED.
 QP0675
 QP0675                          STATION RECOVERY (2011)
 QP0675
 QP0675'RECOVERY NOTE BY MN DEPT OF TRANSP 2011 (CXJ)
 QP0675'RECOVERED AS DESCRIBED.
 QP0675
 QP0675                          STATION RECOVERY (2015)
 QP0675
 QP0675'RECOVERY NOTE BY MN DEPT OF TRANSP 2015 (KMS)
 QP0675'THE STATION IS LOCATED ABOUT 9.3 MI (15.0 KM) SOUTHEAST OF EVANSVILLE,
 QP0675'8.2 MI (13.2 KM) WEST-NORTHWEST OF ALEXANDRIA AND 4.6 MI (7.4 KM)
 QP0675'SOUTHEAST OF BRANDON.
 QP0675'
 QP0675'TO REACH THE MARK GO 3.7 MI (6.0 KM) SOUTHEAST ALONG INTERSTATE
 QP0675'HIGHWAY 94  FROM THE JUNCTION OF INTERSTATE HIGHWAY 94 AND COUNTY ROAD
 QP0675'7 IN BRANDON, AT INTERSTATE MILE POINT 93.97, AT INTERSTATE HIGHWAY 94
 QP0675'STATION 3911+00.
 QP0675'
 QP0675'THE MARK IS LOCATED 97.0 FT (29.6 M) SOUTH OF EASTBOUND INTERSTATE
 QP0675'HIGHWAY 94, 1.0 FT (0.3 M) SOUTHEAST OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 QP0674 ***********************************************************************
 QP0674  DESIGNATION -  2180 S
 QP0674  PID         -  QP0674
 QP0674  STATE/COUNTY-  MN/DOUGLAS
 QP0674  COUNTRY     -  US
 QP0674  USGS QUAD   -  BRANDON (2019)
 QP0674
 QP0674                         *CURRENT SURVEY CONTROL
 QP0674  ______________________________________________________________________
 QP0674* NAD 83(1986) POSITION- 45 54 16.70   (N) 095 31 33.71   (W)   HD_HELD1
 QP0674* NAVD 88 ORTHO HEIGHT -   427.927 (meters)     1403.96  (feet) ADJUSTED
 QP0674  ______________________________________________________________________
 QP0674  GEOID HEIGHT    -        -26.140 (meters)                     GEOID18
 QP0674  DYNAMIC HEIGHT  -        427.922 (meters)     1403.94  (feet) COMP
 QP0674  MODELED GRAVITY -    980,591.2   (mgal)                       NAVD 88
 QP0674
 QP0674  VERT ORDER      -  SECOND    CLASS I
 QP0674
 QP0674.The horizontal coordinates were determined by differentially corrected
 QP0674.hand held GPS observations or other comparable positioning techniques
 QP0674.and have an estimated accuracy of +/- 3 meters.
 QP0674
 QP0674.The orthometric height was determined by differential leveling and
 QP0674.adjusted by the NATIONAL GEODETIC SURVEY
 QP0674.in June 2008.
 QP0674
 QP0674.Significant digits in the geoid height do not necessarily reflect accuracy.
 QP0674.GEOID18 height accuracy estimate available here.
 QP0674
 QP0674.Click photographs - Photos may exist for this station.
 QP0674
 QP0674.The dynamic height is computed by dividing the NAVD 88
 QP0674.geopotential number by the normal gravity value computed on the
 QP0674.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QP0674.degrees latitude (g = 980.6199 gals.).
 QP0674
 QP0674.The modeled gravity was interpolated from observed gravity values.
 QP0674
 QP0674;                    North         East    Units  Estimated Accuracy
 QP0674;SPC MN C     -   201,344.7     700,994.0     MT  (+/- 3 meters HH1 GPS) 
 QP0674
 QP0674_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUL0406986555(NAD 83)
 QP0674
 QP0674                          SUPERSEDED SURVEY CONTROL
 QP0674
 QP0674  NAVD 88 (06/15/91)  427.934  (m)         1403.98   (f) SUPERSEDED  2 0
 QP0674  NGVD 29 (??/??/92)  427.724  (m)         1403.29   (f) ADJ UNCH    2 0
 QP0674
 QP0674.Superseded values are not recommended for survey control.
 QP0674
 QP0674.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QP0674.See file dsdata.pdf to determine how the superseded data were derived.
 QP0674
 QP0674_MARKER: DB = BENCH MARK DISK
 QP0674_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 QP0674_SP_SET: BRIDGE ABUTMENT
 QP0674_STAMPING: 2180 S 1966
 QP0674_MARK LOGO: MNHD
 QP0674_MAGNETIC: N = NO MAGNETIC MATERIAL
 QP0674_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QP0674_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 QP0674+SATELLITE: SATELLITE OBSERVATIONS - June 30, 2015
 QP0674
 QP0674  HISTORY     - Date     Condition        Report By
 QP0674  HISTORY     - 19660401 MONUMENTED       MNHD
 QP0674  HISTORY     - 1967     GOOD             MNDT
 QP0674  HISTORY     - 20051005 GOOD             MNDT
 QP0674  HISTORY     - 20150630 GOOD             MNDT
 QP0674
 QP0674                          STATION DESCRIPTION
 QP0674
 QP0674'DESCRIBED BY MN DEPT OF TRANSP 1967
 QP0674'2.5 MI SW FROM GARFIELD.
 QP0674'MARK IS A STANDARD MINNESOTA HIGHWAY DEPARTMENT DISK STAMPED 2180-S
 QP0674'1966, SET IN THE SOUTHEAST CORNER OF BR21812, COUNTY ROAD 8 OVER FAI
 QP0674'94.  MARK IS LOCATED IN THE NORTHWEST 1/4 SECTION 13, T 128N, R 39W
 QP0674'ABOUT 2.5 MILES SOUTHWEST OF GARFIELD.
 QP0674
 QP0674                          STATION RECOVERY (2005)
 QP0674
 QP0674'RECOVERY NOTE BY MN DEPT OF TRANSP 2005 (WAS)
 QP0674'RECOVERED AS DESCRIBED.
 QP0674
 QP0674                          STATION RECOVERY (2015)
 QP0674
 QP0674'RECOVERY NOTE BY MN DEPT OF TRANSP 2015 (KMS)
 QP0674'THE MARK IS LOCATED ABOUT 2.5 MI (4.0 KM) SOUTHWEST OF GARFIELD.
 QP0674'
 QP0674'TO REACH THE MARK IN BRIDGE ABUTMENT IN SOUTHEAST CORNER OF COUNTY
 QP0674'ROAD 8 BRIDGE NUMBER 21812 OVER INTERSTATE HIGHWAY 94, 2.5 MI (4.0 KM)
 QP0674'SOUTH ALONG COUNTY ROAD 40  FROM THE JUNCTION OF COUNTY ROAD 40 AND
 QP0674'COUNTY ROAD 82 IN GARFIELD.
 QP0674'
 QP0674'THE MARK IS LOCATED 1.7 MI (2.7 KM) WEST ALONG COUNTY ROAD 8
 QP0674'NORTHWEST, AT INTERSTATE HIGHWAY 94 MILE POINT 94.9.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 QP0670 ***********************************************************************
 QP0670  DESIGNATION -  2180 S 1
 QP0670  PID         -  QP0670
 QP0670  STATE/COUNTY-  MN/DOUGLAS
 QP0670  COUNTRY     -  US
 QP0670  USGS QUAD   -  BRANDON (2019)
 QP0670
 QP0670                         *CURRENT SURVEY CONTROL
 QP0670  ______________________________________________________________________
 QP0670* NAD 83(2011) POSITION- 45 53 24.73873(N) 095 30 38.88823(W)   ADJUSTED
 QP0670* NAD 83(2011) ELLIP HT-   402.634 (meters)        (02/26/15)   ADJUSTED
 QP0670* NAD 83(2011) EPOCH   -  2010.00
 QP0670* NAVD 88 ORTHO HEIGHT -   428.744 (meters)     1406.64  (feet) ADJUSTED
 QP0670  ______________________________________________________________________
 QP0670  GEOID HEIGHT    -        -26.116 (meters)                     GEOID18
 QP0670  NAD 83(2011) X  -   -427,096.225 (meters)                     COMP
 QP0670  NAD 83(2011) Y  - -4,426,815.589 (meters)                     COMP
 QP0670  NAD 83(2011) Z  -  4,557,050.814 (meters)                     COMP
 QP0670  LAPLACE CORR    -          0.47  (seconds)                    DEFLEC18
 QP0670  DYNAMIC HEIGHT  -        428.739 (meters)     1406.62  (feet) COMP
 QP0670  MODELED GRAVITY -    980,592.0   (mgal)                       NAVD 88
 QP0670
 QP0670  VERT ORDER      -  SECOND    CLASS I
 QP0670
 QP0670  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 QP0670  Standards:
 QP0670         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 QP0670            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 QP0670  -------------------------------------------------------------------
 QP0670  NETWORK    0.58   0.59           0.24   0.23   0.30      0.12422960
 QP0670  -------------------------------------------------------------------
 QP0670  Click here for local accuracies and other accuracy information.
 QP0670
 QP0670.The horizontal coordinates were established by GPS observations
 QP0670.and adjusted by the MN DEPT OF TRANSP in February 2015.
 QP0670
 QP0670.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 QP0670.been affixed to the stable North American tectonic plate. See 
 QP0670.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 QP0670
 QP0670.The horizontal coordinates are valid at the epoch date displayed above
 QP0670.which is a decimal equivalence of Year/Month/Day.
 QP0670
 QP0670.The orthometric height was determined by differential leveling and
 QP0670.adjusted by the NATIONAL GEODETIC SURVEY
 QP0670.in February 2018.
 QP0670
 QP0670.Significant digits in the geoid height do not necessarily reflect accuracy.
 QP0670.GEOID18 height accuracy estimate available here.
 QP0670
 QP0670.Click photographs - Photos may exist for this station.
 QP0670
 QP0670.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 QP0670
 QP0670.The Laplace correction was computed from DEFLEC18 derived deflections.
 QP0670
 QP0670.The ellipsoidal height was determined by GPS observations
 QP0670.and is referenced to NAD 83.
 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. The following values were computed from the NAD 83(2011) position.
 QP0670
 QP0670;                    North         East     Units Scale Factor Converg.
 QP0670;SPC MN C     -   199,721.738   702,149.933   MT  0.99995196   -0 54 43.4
 QP0670;SPC MN C     -   655,253.74  2,303,636.91   sFT  0.99995196   -0 54 43.4
 QP0670;UTM  15      - 5,084,914.247   305,200.442   MT  1.00006653   -1 48 12.0
 QP0670
 QP0670!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QP0670!SPC MN C     -   0.99993688  x   0.99995196  =   0.99988885
 QP0670!UTM  15      -   0.99993688  x   1.00006653  =   1.00000341
 QP0670
 QP0670:                Primary Azimuth Mark                     Grid Az
 QP0670:SPC MN C     -  2180 JJ                                  139 50 07.5
 QP0670:UTM  15      -  2180 JJ                                  140 43 36.1
 QP0670
 QP0670_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUL0520084914(NAD 83)
 QP0670
 QP0670|---------------------------------------------------------------------|
 QP0670| PID    Reference Object                     Distance      Geod. Az  |
 QP0670|                                                           dddmmss.s |
 QP0670| QP0671 LOBSTER RM 2                        342.826 METERS 08736     |
 QP0670| DP6464 2180 JJ                             APPROX. 1.1 KM 1385524.1 |
 QP0670| DP6463 2180 HH                             APPROX. 1.1 KM 3351806.8 |
 QP0670|---------------------------------------------------------------------|
 QP0670
 QP0670                          SUPERSEDED SURVEY CONTROL
 QP0670
 QP0670  NAVD 88 (06/15/91)  428.738  (m)         1406.62   (f) SUPERSEDED  2 0
 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
 QP0670.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QP0670.See file dsdata.pdf to determine how the superseded data were derived.
 QP0670
 QP0670_MARKER: DB = BENCH MARK DISK
 QP0670_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 QP0670_STAMPING: 2180 S 1 1967
 QP0670_MARK LOGO: MNHD
 QP0670_PROJECTION: FLUSH
 QP0670_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 QP0670_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QP0670_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 QP0670+SATELLITE: SATELLITE OBSERVATIONS - June 29, 2015
 QP0670
 QP0670  HISTORY     - Date     Condition        Report By
 QP0670  HISTORY     - 19670401 MONUMENTED       MNHD
 QP0670  HISTORY     - 1969     GOOD             MNDT
 QP0670  HISTORY     - 20110825 GOOD             MNDT
 QP0670  HISTORY     - 20150629 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.
 QP0670
 QP0670                          STATION RECOVERY (2011)
 QP0670
 QP0670'RECOVERY NOTE BY MN DEPT OF TRANSP 2011 (SXK)
 QP0670'RECOVERED AS DESCRIBED.
 QP0670
 QP0670                          STATION RECOVERY (2015)
 QP0670
 QP0670'RECOVERY NOTE BY MN DEPT OF TRANSP 2015 (KMS)
 QP0670'THE MARK IS LOCATED ABOUT 3.5 MI (5.6 KM) SOUTH OF GARFIELD.
 QP0670'
 QP0670'TO REACH THE MARK GO 1.20 MI (1.93 KM) NORTHWEST ALONG INTERSTATE
 QP0670'HIGHWAY 94  FROM THE JUNCTION OF INTERSTATE HIGHWAY 94, TRUNK HIGHWAY
 QP0670'114 AND COUNTY ROAD 40 (JUNCTION IS 4.0 MI (6.4 KM) SOUTH OF
 QP0670'GARFIELD), AT INTERSTATE HIGHWAY 94 MILE POINT 96.2, AT INTERSTATE
 QP0670'HIGHWAY 94 STATION 3227+00.
 QP0670'
 QP0670'THE MARK IS LOCATED 101.0 FT (30.8 M) WEST-SOUTHWEST OF EASTBOUND
 QP0670'INTERSTATE HIGHWAY 94, 1.0 FT (0.3 M) WEST-SOUTHWEST OF RIGHT-OF-WAY
 QP0670'FENCE, 1.0 FT (0.3 M) EAST-SOUTHEAST OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 QP0669 ***********************************************************************
 QP0669  DESIGNATION -  2180 T
 QP0669  PID         -  QP0669
 QP0669  STATE/COUNTY-  MN/DOUGLAS
 QP0669  COUNTRY     -  US
 QP0669  USGS QUAD   -  ALEXANDRIA WEST (2019)
 QP0669
 QP0669                         *CURRENT SURVEY CONTROL
 QP0669  ______________________________________________________________________
 QP0669* NAD 83(1986) POSITION- 45 52 51.71   (N) 095 29 22.26   (W)   HD_HELD1
 QP0669* NAVD 88 ORTHO HEIGHT -   423.328 (meters)     1388.87  (feet) ADJUSTED
 QP0669  ______________________________________________________________________
 QP0669  GEOID HEIGHT    -        -26.104 (meters)                     GEOID18
 QP0669  DYNAMIC HEIGHT  -        423.325 (meters)     1388.86  (feet) COMP
 QP0669  MODELED GRAVITY -    980,594.3   (mgal)                       NAVD 88
 QP0669
 QP0669  VERT ORDER      -  SECOND    CLASS I
 QP0669
 QP0669.The horizontal coordinates were determined by differentially corrected
 QP0669.hand held GPS observations or other comparable positioning techniques
 QP0669.and have an estimated accuracy of +/- 3 meters.
 QP0669
 QP0669.The orthometric height was determined by differential leveling and
 QP0669.adjusted by the NATIONAL GEODETIC SURVEY
 QP0669.in February 2018.
 QP0669
 QP0669.Significant digits in the geoid height do not necessarily reflect accuracy.
 QP0669.GEOID18 height accuracy estimate available here.
 QP0669
 QP0669.Click photographs - Photos may exist for this station.
 QP0669
 QP0669.The dynamic height is computed by dividing the NAVD 88
 QP0669.geopotential number by the normal gravity value computed on the
 QP0669.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QP0669.degrees latitude (g = 980.6199 gals.).
 QP0669
 QP0669.The modeled gravity was interpolated from observed gravity values.
 QP0669
 QP0669;                    North         East    Units  Estimated Accuracy
 QP0669;SPC MN C     -   198,676.1     703,785.8     MT  (+/- 3 meters HH1 GPS) 
 QP0669
 QP0669_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUL0682083843(NAD 83)
 QP0669
 QP0669                          SUPERSEDED SURVEY CONTROL
 QP0669
 QP0669  NAVD 88 (06/15/91)  423.334  (m)         1388.89   (f) SUPERSEDED  2 1
 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
 QP0669.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QP0669.See file dsdata.pdf to determine how the superseded data were derived.
 QP0669
 QP0669_MARKER: DB = BENCH MARK DISK
 QP0669_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 QP0669_SP_SET: BRIDGE ABUTMENT
 QP0669_STAMPING: 2180 T 1966
 QP0669_MARK LOGO: MNHD
 QP0669_MAGNETIC: N = NO MAGNETIC MATERIAL
 QP0669_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QP0669_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 QP0669+SATELLITE: SATELLITE OBSERVATIONS - October 20, 2015
 QP0669
 QP0669  HISTORY     - Date     Condition        Report By
 QP0669  HISTORY     - 19660401 MONUMENTED       MNHD
 QP0669  HISTORY     - 1967     GOOD             MNDT
 QP0669  HISTORY     - 20051005 GOOD             MNDT
 QP0669  HISTORY     - 20150629 GOOD             MNDT
 QP0669  HISTORY     - 20151020 GOOD             MNDT
 QP0669
 QP0669                          STATION DESCRIPTION
 QP0669
 QP0669'DESCRIBED BY MN DEPT OF TRANSP 1967
 QP0669'4.0 MI S FROM GARFIELD.
 QP0669'MARK IS A STANDARD MINNESOTA HIGHWAY DEPARTMENT DISK STAMPED 2180 T
 QP0669'1966 SET IN THE SOUTHEAST CORNER OF BR 21804, EASTBOUND FAI 94 OVER
 QP0669'COUNTY ROAD 114.  MARK IS LOCATED NEAR THE SW 1/4 CORNER OF SECTION
 QP0669'20, T 128N, R 38W ABOUT 4.0 MILES SOUTH OF GARFIELD.
 QP0669
 QP0669                          STATION RECOVERY (2005)
 QP0669
 QP0669'RECOVERY NOTE BY MN DEPT OF TRANSP 2005 (WAS)
 QP0669'RECOVERED AS DESCRIBED.
 QP0669
 QP0669                          STATION RECOVERY (2015)
 QP0669
 QP0669'RECOVERY NOTE BY MN DEPT OF TRANSP 2015 (KMS)
 QP0669'THE MARK IS LOCATED ABOUT 4.0 MILES SOUTH OF GARFIELD.
 QP0669'
 QP0669'TO REACH THE MARK IN BRIDGE ABUTMENT IN SOUTHEAST CORNER OF EASTBOUND
 QP0669'INTERSTATE HIGHWAY 94 BRIDGE NUMBER 21804 OVER TRUNK HIGHWAY 114 AND
 QP0669'COUNTY ROAD 40.
 QP0669'
 QP0669'THE MARK IS LOCATED 4.0 MI (6.4 KM) SOUTH ALONG COUNTY ROAD 40 FROM
 QP0669'THE JUNCTION OF COUNTY ROAD 40 AND COUNTY ROAD 82 IN GARFIELD, AT
 QP0669'INTERSTATE HIGHWAY 94 MILE POINT 97.50.
 QP0669
 QP0669                          STATION RECOVERY (2015)
 QP0669
 QP0669'RECOVERY NOTE BY MN DEPT OF TRANSP 2015 (KMS)
 QP0669'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DK3850 ***********************************************************************
 DK3850  DESIGNATION -  2180 T 1
 DK3850  PID         -  DK3850
 DK3850  STATE/COUNTY-  MN/DOUGLAS
 DK3850  COUNTRY     -  US
 DK3850  USGS QUAD   -  ALEXANDRIA WEST (2019)
 DK3850
 DK3850                         *CURRENT SURVEY CONTROL
 DK3850  ______________________________________________________________________
 DK3850* NAD 83(2011) POSITION- 45 53 34.74695(N) 095 29 26.60664(W)   ADJUSTED
 DK3850* NAD 83(2011) ELLIP HT-   399.685 (meters)        (02/26/15)   ADJUSTED
 DK3850* NAD 83(2011) EPOCH   -  2010.00
 DK3850* NAVD 88 ORTHO HEIGHT -   425.800 (meters)     1396.98  (feet) ADJUSTED
 DK3850  ______________________________________________________________________
 DK3850  GEOID HEIGHT    -        -26.118 (meters)                     GEOID18
 DK3850  NAD 83(2011) X  -   -425,523.478 (meters)                     COMP
 DK3850  NAD 83(2011) Y  - -4,426,742.075 (meters)                     COMP
 DK3850  NAD 83(2011) Z  -  4,557,263.780 (meters)                     COMP
 DK3850  LAPLACE CORR    -         -0.15  (seconds)                    DEFLEC18
 DK3850  DYNAMIC HEIGHT  -        425.797 (meters)     1396.97  (feet) COMP
 DK3850  MODELED GRAVITY -    980,595.5   (mgal)                       NAVD 88
 DK3850
 DK3850  VERT ORDER      -  SECOND    CLASS I
 DK3850
 DK3850  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DK3850  Standards:
 DK3850         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DK3850            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DK3850  -------------------------------------------------------------------
 DK3850  NETWORK    0.65   0.59           0.27   0.26   0.30      0.17421922
 DK3850  -------------------------------------------------------------------
 DK3850  Click here for local accuracies and other accuracy information.
 DK3850
 DK3850.The horizontal coordinates were established by GPS observations
 DK3850.and adjusted by the MN DEPT OF TRANSP in February 2015.
 DK3850
 DK3850.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DK3850.been affixed to the stable North American tectonic plate. See 
 DK3850.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DK3850
 DK3850.The horizontal coordinates are valid at the epoch date displayed above
 DK3850.which is a decimal equivalence of Year/Month/Day.
 DK3850
 DK3850.The orthometric height was determined by differential leveling and
 DK3850.adjusted by the NATIONAL GEODETIC SURVEY
 DK3850.in February 2018.
 DK3850
 DK3850.Significant digits in the geoid height do not necessarily reflect accuracy.
 DK3850.GEOID18 height accuracy estimate available here.
 DK3850
 DK3850.Click photographs - Photos may exist for this station.
 DK3850
 DK3850.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DK3850
 DK3850.The Laplace correction was computed from DEFLEC18 derived deflections.
 DK3850
 DK3850.The ellipsoidal height was determined by GPS observations
 DK3850.and is referenced to NAD 83.
 DK3850
 DK3850.The dynamic height is computed by dividing the NAVD 88
 DK3850.geopotential number by the normal gravity value computed on the
 DK3850.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK3850.degrees latitude (g = 980.6199 gals.).
 DK3850
 DK3850.The modeled gravity was interpolated from observed gravity values.
 DK3850
 DK3850. The following values were computed from the NAD 83(2011) position.
 DK3850
 DK3850;                    North         East     Units Scale Factor Converg.
 DK3850;SPC MN C     -   200,006.079   703,712.902   MT  0.99995159   -0 53 51.1
 DK3850;SPC MN C     -   656,186.61  2,308,764.75   sFT  0.99995159   -0 53 51.1
 DK3850;UTM  15      - 5,085,174.268   306,767.819   MT  1.00005905   -1 47 20.4
 DK3850
 DK3850!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DK3850!SPC MN C     -   0.99993735  x   0.99995159  =   0.99988894
 DK3850!UTM  15      -   0.99993735  x   1.00005905  =   0.99999639
 DK3850
 DK3850_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUL0676785174(NAD 83)
 DK3850
 DK3850                          SUPERSEDED SURVEY CONTROL
 DK3850
 DK3850  NAVD 88 (06/24/08)  425.802  (m)         1396.99   (f) SUPERSEDED  2 1
 DK3850
 DK3850.Superseded values are not recommended for survey control.
 DK3850
 DK3850.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK3850.See file dsdata.pdf to determine how the superseded data were derived.
 DK3850
 DK3850_MARKER: DD = SURVEY DISK
 DK3850_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DK3850_STAMPING: 2180 T 1 2005
 DK3850_MARK LOGO: MNDT
 DK3850_PROJECTION: FLUSH
 DK3850_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DK3850_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DK3850_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DK3850+SATELLITE: SATELLITE OBSERVATIONS - June 29, 2015
 DK3850_ROD/PIPE-DEPTH: 4.6 meters
 DK3850
 DK3850  HISTORY     - Date     Condition        Report By
 DK3850  HISTORY     - 2005     MONUMENTED       MNDT
 DK3850  HISTORY     - 20110825 GOOD             MNDT
 DK3850  HISTORY     - 20150629 GOOD             MNDT
 DK3850
 DK3850                          STATION DESCRIPTION
 DK3850
 DK3850'DESCRIBED BY MN DEPT OF TRANSP 2005
 DK3850'5.0 MI (8.0 KM) WEST OF ALEXANDRIA, 0.85 MI (1.4 KM) NORTH ALONG
 DK3850'COUNTY ROAD 40 FROM THE JUNCTION OF INTERSTATE HIGHWAY 94 AND COUNTY
 DK3850'ROAD 40 ABOUT 5.0 MI (8.0 KM) WEST OF ALEXANDRIA, 70.0 FT (21.3 M)
 DK3850'EAST OF COUNTY ROAD 40, 10.0 FT (3.0 M) SOUTH OF A POWER POLE, 30.7 FT
 DK3850'(9.4 M) NORTHEAST OF CABLE MARKER POST, 0.9 FT (0.3 M) WEST OF A
 DK3850'WITNESS POST.
 DK3850
 DK3850                          STATION RECOVERY (2011)
 DK3850
 DK3850'RECOVERY NOTE BY MN DEPT OF TRANSP 2011 (JXJ)
 DK3850'RECOVERED AS DESCRIBED.
 DK3850
 DK3850                          STATION RECOVERY (2015)
 DK3850
 DK3850'RECOVERY NOTE BY MN DEPT OF TRANSP 2015 (KMS)
 DK3850'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 QP0668 ***********************************************************************
 QP0668  DESIGNATION -  2180 U
 QP0668  PID         -  QP0668
 QP0668  STATE/COUNTY-  MN/DOUGLAS
 QP0668  COUNTRY     -  US
 QP0668  USGS QUAD   -  LAKE MARY (2019)
 QP0668
 QP0668                         *CURRENT SURVEY CONTROL
 QP0668  ______________________________________________________________________
 QP0668* NAD 83(2011) POSITION- 45 52 29.20727(N) 095 28 12.65282(W)   ADJUSTED
 QP0668* NAD 83(2011) ELLIP HT-   397.518 (meters)        (02/26/15)   ADJUSTED
 QP0668* NAD 83(2011) EPOCH   -  2010.00
 QP0668* NAVD 88 ORTHO HEIGHT -   423.612 (meters)     1389.80  (feet) ADJUSTED
 QP0668  ______________________________________________________________________
 QP0668  GEOID HEIGHT    -        -26.096 (meters)                     GEOID18
 QP0668  NAD 83(2011) X  -   -424,074.646 (meters)                     COMP
 QP0668  NAD 83(2011) Y  - -4,428,339.077 (meters)                     COMP
 QP0668  NAD 83(2011) Z  -  4,555,853.534 (meters)                     COMP
 QP0668  LAPLACE CORR    -         -0.19  (seconds)                    DEFLEC18
 QP0668  DYNAMIC HEIGHT  -        423.609 (meters)     1389.79  (feet) COMP
 QP0668  MODELED GRAVITY -    980,594.2   (mgal)                       NAVD 88
 QP0668
 QP0668  VERT ORDER      -  SECOND    CLASS I
 QP0668
 QP0668  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 QP0668  Standards:
 QP0668         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 QP0668            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 QP0668  -------------------------------------------------------------------
 QP0668  NETWORK    0.55   0.49           0.25   0.19   0.25      0.22671151
 QP0668  -------------------------------------------------------------------
 QP0668  Click here for local accuracies and other accuracy information.
 QP0668
 QP0668.The horizontal coordinates were established by GPS observations
 QP0668.and adjusted by the MN DEPT OF TRANSP in February 2015.
 QP0668
 QP0668.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 QP0668.been affixed to the stable North American tectonic plate. See 
 QP0668.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 QP0668
 QP0668.The horizontal coordinates are valid at the epoch date displayed above
 QP0668.which is a decimal equivalence of Year/Month/Day.
 QP0668
 QP0668.The orthometric height was determined by differential leveling and
 QP0668.adjusted by the NATIONAL GEODETIC SURVEY
 QP0668.in June 1991.
 QP0668
 QP0668.Significant digits in the geoid height do not necessarily reflect accuracy.
 QP0668.GEOID18 height accuracy estimate available here.
 QP0668
 QP0668.Click photographs - Photos may exist for this station.
 QP0668
 QP0668.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 QP0668
 QP0668.The Laplace correction was computed from DEFLEC18 derived deflections.
 QP0668
 QP0668.The ellipsoidal height was determined by GPS observations
 QP0668.and is referenced to NAD 83.
 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. The following values were computed from the NAD 83(2011) position.
 QP0668
 QP0668;                    North         East     Units Scale Factor Converg.
 QP0668;SPC MN C     -   197,958.128   705,275.834   MT  0.99995407   -0 52 57.6
 QP0668;SPC MN C     -   649,467.62  2,313,892.47   sFT  0.99995407   -0 52 57.6
 QP0668;UTM  15      - 5,083,102.041   308,298.865   MT  1.00005181   -1 46 25.3
 QP0668
 QP0668!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QP0668!SPC MN C     -   0.99993768  x   0.99995407  =   0.99989176
 QP0668!UTM  15      -   0.99993768  x   1.00005181  =   0.99998949
 QP0668
 QP0668_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUL0829883102(NAD 83)
 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
 QP0668.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QP0668.See file dsdata.pdf to determine how the superseded data were derived.
 QP0668
 QP0668_MARKER: DB = BENCH MARK DISK
 QP0668_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QP0668_STAMPING: 2180 U 1966
 QP0668_MARK LOGO: MNHD
 QP0668_PROJECTION: PROJECTING 5 CENTIMETERS
 QP0668_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 QP0668_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QP0668+STABILITY: SURFACE MOTION
 QP0668_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QP0668+SATELLITE: SATELLITE OBSERVATIONS - June 15, 2021
 QP0668
 QP0668  HISTORY     - Date     Condition        Report By
 QP0668  HISTORY     - 19660401 MONUMENTED       MNHD
 QP0668  HISTORY     - 1967     GOOD             MNDT
 QP0668  HISTORY     - 20051005 GOOD             MNDT
 QP0668  HISTORY     - 20110825 GOOD             MNDT
 QP0668  HISTORY     - 20150629 GOOD             MNDT
 QP0668  HISTORY     - 20210615 GOOD             MNDT
 QP0668
 QP0668                          STATION DESCRIPTION
 QP0668
 QP0668'DESCRIBED BY MN DEPT OF TRANSP 1967
 QP0668'4.0 MI W FROM ALEXANDRIA.
 QP0668'MARK IS A STANDARD MINNESOTA HIGHWAY DEPARTMENT DISK STAMPED 2180-U
 QP0668'1966 SET IN A CONCRETE MONUMENT.  MARK IS 95 FEET SOUTH OF EASTBOUND
 QP0668'FAI 94 CENTERLINE, 115 FEET WEST OF DEAD END COUNTY ROAD 70, 1.0 FOOT
 QP0668'NORTH OF A STEEL WITNESS POST AND PROJECTS ABOUT 4 INCHES ABOVE
 QP0668'GROUND.  MARK IS LOCATED IN THE NORTHEAST 1/4, SECTION 29, T 128N, R
 QP0668'38W ABOUT 4.0 MILES WEST OF ALEXANDRIA.
 QP0668
 QP0668                          STATION RECOVERY (2005)
 QP0668
 QP0668'RECOVERY NOTE BY MN DEPT OF TRANSP 2005 (WAS)
 QP0668'RECOVERED AS DESCRIBED.
 QP0668
 QP0668                          STATION RECOVERY (2011)
 QP0668
 QP0668'RECOVERY NOTE BY MN DEPT OF TRANSP 2011 (MXK)
 QP0668'RECOVERED AS DESCRIBED.
 QP0668
 QP0668                          STATION RECOVERY (2015)
 QP0668
 QP0668'RECOVERY NOTE BY MN DEPT OF TRANSP 2015 (KMS)
 QP0668'THE MARK IS LOCATED ABOUT 4.8 MI (7.7 KM) SOUTHEAST OF GARFIELD.
 QP0668'
 QP0668'TO REACH THE MARK GO 1.1 MI (1.8 KM) EAST ALONG INTERSTATE HIGHWAY 94
 QP0668'FROM THE JUNCTION OF INTERSTATE HIGHWAY 94 AND TRUNK HIGHWAY
 QP0668'114/COUNTY ROAD 40 SOUTHWEST (JUNCTION IS 4.0 MI (6.4 KM) SOUTH OF
 QP0668'GARFIELD), AT INTERSTATE HIGHWAY 94 MILE POINT 98.50.
 QP0668'
 QP0668'THE MARK IS LOCATED 115.0 FT (35.1 M) WEST OF ENGLUND ROAD SOUTHWEST
 QP0668'EXTENDED, 95.0 FT (29.0 M) SOUTH OF EASTBOUND INTERSTATE HIGHWAY 94,
 QP0668'41.4 FT (12.6 M) WEST-NORTHWEST OF FIBER OPTIC POST, 6.8 FT (2.1 M)
 QP0668'NORTH-NORTHEAST OF HIGHWAY FENCE LINE, 1.9 FT (0.6 M) NORTH-NORTHEAST
 QP0668'OF A WITNESS POST.
 QP0668
 QP0668                          STATION RECOVERY (2021)
 QP0668
 QP0668'RECOVERY NOTE BY MN DEPT OF TRANSP 2021 (TJD)
 QP0668'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 QP0667 ***********************************************************************
 QP0667  DESIGNATION -  2180 U 1
 QP0667  PID         -  QP0667
 QP0667  STATE/COUNTY-  MN/DOUGLAS
 QP0667  COUNTRY     -  US
 QP0667  USGS QUAD   -  LAKE MARY (2019)
 QP0667
 QP0667                         *CURRENT SURVEY CONTROL
 QP0667  ______________________________________________________________________
 QP0667* NAD 83(2011) POSITION- 45 52 11.71200(N) 095 27 03.70552(W)   ADJUSTED
 QP0667* NAD 83(2011) ELLIP HT-   401.016 (meters)        (02/26/15)   ADJUSTED
 QP0667* NAD 83(2011) EPOCH   -  2010.00
 QP0667* NAVD 88 ORTHO HEIGHT -   427.109 (meters)     1401.27  (feet) ADJUSTED
 QP0667  ______________________________________________________________________
 QP0667  GEOID HEIGHT    -        -26.094 (meters)                     GEOID18
 QP0667  NAD 83(2011) X  -   -422,631.445 (meters)                     COMP
 QP0667  NAD 83(2011) Y  - -4,428,869.001 (meters)                     COMP
 QP0667  NAD 83(2011) Z  -  4,555,479.929 (meters)                     COMP
 QP0667  LAPLACE CORR    -         -0.65  (seconds)                    DEFLEC18
 QP0667  DYNAMIC HEIGHT  -        427.106 (meters)     1401.26  (feet) COMP
 QP0667  MODELED GRAVITY -    980,594.0   (mgal)                       NAVD 88
 QP0667
 QP0667  VERT ORDER      -  SECOND    CLASS I
 QP0667
 QP0667  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 QP0667  Standards:
 QP0667         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 QP0667            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 QP0667  -------------------------------------------------------------------
 QP0667  NETWORK    0.49   0.53           0.22   0.18   0.27      0.07593956
 QP0667  -------------------------------------------------------------------
 QP0667  Click here for local accuracies and other accuracy information.
 QP0667
 QP0667.The horizontal coordinates were established by GPS observations
 QP0667.and adjusted by the MN DEPT OF TRANSP in February 2015.
 QP0667
 QP0667.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 QP0667.been affixed to the stable North American tectonic plate. See 
 QP0667.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 QP0667
 QP0667.The horizontal coordinates are valid at the epoch date displayed above
 QP0667.which is a decimal equivalence of Year/Month/Day.
 QP0667
 QP0667.The orthometric height was determined by differential leveling and
 QP0667.adjusted by the NATIONAL GEODETIC SURVEY
 QP0667.in August 2019.
 QP0667
 QP0667.Significant digits in the geoid height do not necessarily reflect accuracy.
 QP0667.GEOID18 height accuracy estimate available here.
 QP0667
 QP0667.Click photographs - Photos may exist for this station.
 QP0667
 QP0667.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 QP0667
 QP0667.The Laplace correction was computed from DEFLEC18 derived deflections.
 QP0667
 QP0667.The ellipsoidal height was determined by GPS observations
 QP0667.and is referenced to NAD 83.
 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. The following values were computed from the NAD 83(2011) position.
 QP0667
 QP0667;                    North         East     Units Scale Factor Converg.
 QP0667;SPC MN C     -   197,395.329   706,754.325   MT  0.99995475   -0 52 07.7
 QP0667;SPC MN C     -   647,621.18  2,318,743.15   sFT  0.99995475   -0 52 07.7
 QP0667;UTM  15      - 5,082,516.264   309,768.563   MT  1.00004490   -1 45 35.2
 QP0667
 QP0667!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QP0667!SPC MN C     -   0.99993714  x   0.99995475  =   0.99989189
 QP0667!UTM  15      -   0.99993714  x   1.00004490  =   0.99998203
 QP0667
 QP0667_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUL0976882516(NAD 83)
 QP0667
 QP0667                          SUPERSEDED SURVEY CONTROL
 QP0667
 QP0667  NAVD 88 (06/15/91)  427.107  (m)         1401.27   (f) SUPERSEDED  2 1
 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
 QP0667.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QP0667.See file dsdata.pdf to determine how the superseded data were derived.
 QP0667
 QP0667_MARKER: DB = BENCH MARK DISK
 QP0667_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 QP0667_STAMPING: 2180 U 1 1967
 QP0667_MARK LOGO: MNHD
 QP0667_PROJECTION: FLUSH
 QP0667_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 QP0667_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QP0667_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QP0667+SATELLITE: SATELLITE OBSERVATIONS - June 29, 2015
 QP0667
 QP0667  HISTORY     - Date     Condition        Report By
 QP0667  HISTORY     - 19670401 MONUMENTED       MNHD
 QP0667  HISTORY     - 20110825 GOOD             MNDT
 QP0667  HISTORY     - 20150629 GOOD             MNDT
 QP0667
 QP0667                          STATION DESCRIPTION
 QP0667
 QP0667'DESCRIBED BY MN HIGHWAY DEPT 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.
 QP0667
 QP0667                          STATION RECOVERY (2011)
 QP0667
 QP0667'RECOVERY NOTE BY MN DEPT OF TRANSP 2011 (JXJ)
 QP0667'RECOVERED AS DESCRIBED.
 QP0667
 QP0667                          STATION RECOVERY (2015)
 QP0667
 QP0667'RECOVERY NOTE BY MN DEPT OF TRANSP 2015 (KMS)
 QP0667'THE MARK IS LOCATED ABOUT 3.7 MI (6.0 KM) SOUTHWEST OF ALEXANDRIA.
 QP0667'
 QP0667'TO REACH THE MARK GO 1.3 MI (2.1 KM) NORTHWEST ALONG INTERSTATE
 QP0667'HIGHWAY 94  FROM THE JUNCTION OF INTERSTATE HIGHWAY 94 AND TRUNK
 QP0667'HIGHWAY 27 IN ALEXANDRIA, AT INTERSTATE HIGHWAY 94 MILE POINT 99.5, AT
 QP0667'INTERSTATE HIGHWAY 94 STATION 3404+00, 0.9 MI (1.4 KM) INTERSTATE
 QP0667'HIGHWAY 94 BRIDGE OVER LAKE LATOKA.
 QP0667'
 QP0667'THE MARK IS LOCATED 250.0 FT (76.2 M) NORTHWEST OF DEAD END GRAVEL
 QP0667'ROAD NORTH, 101.0 FT (30.8 M) NORTH OF WESTBOUND INTERSTATE HIGHWAY
 QP0667'94, 1.0 FT (0.3 M) NORTH OF RIGHT-OF-WAY FENCE, 2.5 FT (0.8 M)
 QP0667'NORTHEAST OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DO7065 ***********************************************************************
 DO7065  DESIGNATION -  2180 W RESET
 DO7065  PID         -  DO7065
 DO7065  STATE/COUNTY-  MN/DOUGLAS
 DO7065  COUNTRY     -  US
 DO7065  USGS QUAD   -  LAKE MARY (2019)
 DO7065
 DO7065                         *CURRENT SURVEY CONTROL
 DO7065  ______________________________________________________________________
 DO7065* NAD 83(1986) POSITION- 45 51 37.     (N) 095 25 45.     (W)   SCALED
 DO7065* NAVD 88 ORTHO HEIGHT -   432.712 (meters)     1419.66  (feet) ADJUSTED
 DO7065  ______________________________________________________________________
 DO7065  GEOID HEIGHT    -        -26.087 (meters)                     GEOID18
 DO7065  DYNAMIC HEIGHT  -        432.708 (meters)     1419.64  (feet) COMP
 DO7065  MODELED GRAVITY -    980,593.1   (mgal)                       NAVD 88
 DO7065
 DO7065  VERT ORDER      -  SECOND    CLASS I
 DO7065
 DO7065.The horizontal coordinates were scaled from a map and have
 DO7065.an estimated accuracy of +/- 6 seconds.
 DO7065
 DO7065.The orthometric height was determined by differential leveling and
 DO7065.adjusted by the NATIONAL GEODETIC SURVEY
 DO7065.in June 2014.
 DO7065
 DO7065.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO7065.GEOID18 height accuracy estimate available here.
 DO7065
 DO7065.Click photographs - Photos may exist for this station.
 DO7065
 DO7065.The dynamic height is computed by dividing the NAVD 88
 DO7065.geopotential number by the normal gravity value computed on the
 DO7065.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO7065.degrees latitude (g = 980.6199 gals.).
 DO7065
 DO7065.The modeled gravity was interpolated from observed gravity values.
 DO7065
 DO7065;                    North         East    Units  Estimated Accuracy
 DO7065;SPC MN C     -   196,300.      708,440.      MT  (+/- 180 meters Scaled)
 DO7065
 DO7065_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUL114813(NAD 83)
 DO7065
 DO7065                          SUPERSEDED SURVEY CONTROL
 DO7065
 DO7065.No superseded survey control is available for this station.
 DO7065
 DO7065_MARKER: DV = VERTICAL CONTROL DISK
 DO7065_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DO7065_SP_SET: ELEVATED TANK
 DO7065_STAMPING: 2180 W RESET 1995
 DO7065_MARK LOGO: MNDT
 DO7065_MAGNETIC: N = NO MAGNETIC MATERIAL
 DO7065_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DO7065_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DO7065+SATELLITE: SATELLITE OBSERVATIONS - June 30, 2015
 DO7065
 DO7065  HISTORY     - Date     Condition        Report By
 DO7065  HISTORY     - 19950401 MONUMENTED       MNDT
 DO7065  HISTORY     - 20150630 GOOD             MNDT
 DO7065
 DO7065                          STATION DESCRIPTION
 DO7065
 DO7065'DESCRIBED BY MN DEPT OF TRANSP 1995 (DJS)
 DO7065'3.0 MILES SOUTHWEST OF ALEXANDRIA, 2.0 MILES WEST ALONG TRUNK HIGHWAY
 DO7065'27 FROM JUNCTION OF TRUNK HIGHWAY 27 AND TRUNK HIGHWAY 29 IN
 DO7065'ALEXANDRIA, AT JUNCTION OF TRUNK HIGHWAY 27 AND INTERSTATE HIGHWAY 94,
 DO7065'AT TRUNK HIGHWAY 27 MILEPOINT 77.0, IN RAIL IN SOUTHEAST CORNER OF
 DO7065'TRUNK HIGHWAY 27 BRIDGE NUMBER 21807 OVER INTERSTATE HIGHWAY 94, 25.0
 DO7065'FEET SOUTH OF TRUNK HIGHWAY 27.
 DO7065
 DO7065                          STATION RECOVERY (2015)
 DO7065
 DO7065'RECOVERY NOTE BY MN DEPT OF TRANSP 2015 (MAS)
 DO7065'3.0 MI (4.8 KM) SOUTHWEST OF ALEXANDRIA, IN BRIDGE RAILING IN
 DO7065'SOUTHEAST CORNER OF TRUNK HIGHWAY 27 BRIDGE NUMBER 21807 OVER
 DO7065'INTERSTATE HIGHWAY 94, 2.0 MI (3.2 KM) WEST ALONG TRUNK HIGHWAY 27
 DO7065'FROM THE JUNCTION OF TRUNK HIGHWAY 27 AND TRUNK HIGHWAY 29 IN
 DO7065'ALEXANDRIA, AT THE JUNCTION OF TRUNK HIGHWAY 27 AND INTERSTATE HIGHWAY
 DO7065'94, AT TRUNK HIGHWAY 27 MILE POINT 77.0, 25.0 FT (7.6 M) SOUTH OF
 DO7065'TRUNK HIGHWAY 27.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 QP0663 ***********************************************************************
 QP0663  DESIGNATION -  2180 X
 QP0663  PID         -  QP0663
 QP0663  STATE/COUNTY-  MN/DOUGLAS
 QP0663  COUNTRY     -  US
 QP0663  USGS QUAD   -  LAKE MARY (2019)
 QP0663
 QP0663                         *CURRENT SURVEY CONTROL
 QP0663  ______________________________________________________________________
 QP0663* NAD 83(2011) POSITION- 45 51 02.56971(N) 095 24 31.07998(W)   ADJUSTED
 QP0663* NAD 83(2011) ELLIP HT-   409.362 (meters)        (02/26/15)   ADJUSTED
 QP0663* NAD 83(2011) EPOCH   -  2010.00
 QP0663* NAVD 88 ORTHO HEIGHT -   435.431 (meters)     1428.58  (feet) ADJUSTED
 QP0663  ______________________________________________________________________
 QP0663  GEOID HEIGHT    -        -26.081 (meters)                     GEOID18
 QP0663  NAD 83(2011) X  -   -419,499.149 (meters)                     COMP
 QP0663  NAD 83(2011) Y  - -4,430,711.561 (meters)                     COMP
 QP0663  NAD 83(2011) Z  -  4,553,999.169 (meters)                     COMP
 QP0663  LAPLACE CORR    -         -0.74  (seconds)                    DEFLEC18
 QP0663  DYNAMIC HEIGHT  -        435.427 (meters)     1428.56  (feet) COMP
 QP0663  MODELED GRAVITY -    980,592.2   (mgal)                       NAVD 88
 QP0663
 QP0663  VERT ORDER      -  SECOND    CLASS I
 QP0663
 QP0663  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 QP0663  Standards:
 QP0663         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 QP0663            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 QP0663  -------------------------------------------------------------------
 QP0663  NETWORK    0.84   0.82           0.39   0.27   0.42      0.08683186
 QP0663  -------------------------------------------------------------------
 QP0663  Click here for local accuracies and other accuracy information.
 QP0663
 QP0663.The horizontal coordinates were established by GPS observations
 QP0663.and adjusted by the MN DEPT OF TRANSP in February 2015.
 QP0663
 QP0663.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 QP0663.been affixed to the stable North American tectonic plate. See 
 QP0663.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 QP0663
 QP0663.The horizontal coordinates are valid at the epoch date displayed above
 QP0663.which is a decimal equivalence of Year/Month/Day.
 QP0663
 QP0663.The orthometric height was determined by differential leveling and
 QP0663.adjusted by the NATIONAL GEODETIC SURVEY
 QP0663.in June 2014.
 QP0663
 QP0663.No vertical observational check was made to the station.
 QP0663
 QP0663.Significant digits in the geoid height do not necessarily reflect accuracy.
 QP0663.GEOID18 height accuracy estimate available here.
 QP0663
 QP0663.Click photographs - Photos may exist for this station.
 QP0663
 QP0663.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 QP0663
 QP0663.The Laplace correction was computed from DEFLEC18 derived deflections.
 QP0663
 QP0663.The ellipsoidal height was determined by GPS observations
 QP0663.and is referenced to NAD 83.
 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. The following values were computed from the NAD 83(2011) position.
 QP0663
 QP0663;                    North         East     Units Scale Factor Converg.
 QP0663;SPC MN C     -   195,211.879   710,014.406   MT  0.99995751   -0 50 17.3
 QP0663;SPC MN C     -   640,457.64  2,329,438.93   sFT  0.99995751   -0 50 17.3
 QP0663;UTM  15      - 5,080,282.214   312,994.567   MT  1.00002994   -1 43 43.5
 QP0663
 QP0663!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QP0663!SPC MN C     -   0.99993583  x   0.99995751  =   0.99989334
 QP0663!UTM  15      -   0.99993583  x   1.00002994  =   0.99996577
 QP0663
 QP0663_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUL1299480282(NAD 83)
 QP0663
 QP0663                          SUPERSEDED SURVEY CONTROL
 QP0663
 QP0663  NAVD 88 (06/15/91)  435.428  (m)         1428.57   (f) SUPERSEDED  2 0
 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
 QP0663.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QP0663.See file dsdata.pdf to determine how the superseded data were derived.
 QP0663
 QP0663_MARKER: DB = BENCH MARK DISK
 QP0663_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QP0663_STAMPING: 2180 X 1966
 QP0663_MARK LOGO: MNHD
 QP0663_PROJECTION: PROJECTING 3 CENTIMETERS
 QP0663_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 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 - June 30, 2015
 QP0663
 QP0663  HISTORY     - Date     Condition        Report By
 QP0663  HISTORY     - 19660401 MONUMENTED       MNHD
 QP0663  HISTORY     - 1967     GOOD             MNDT
 QP0663  HISTORY     - 1983     GOOD             MNDT
 QP0663  HISTORY     - 20040921 GOOD             USPSQD
 QP0663  HISTORY     - 20100729 GOOD             MNDT
 QP0663  HISTORY     - 20110830 GOOD             MNDT
 QP0663  HISTORY     - 20150630 GOOD             MNDT
 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.
 QP0663
 QP0663                          STATION RECOVERY (2010)
 QP0663
 QP0663'RECOVERY NOTE BY MN DEPT OF TRANSP 2010 (DDS)
 QP0663'3.0 MILES SOUTHWEST OF ALEXANDRIA, 1.0 MILE WEST ALONG TRUNK HIGHWAY
 QP0663'27 FROM JUNCTION OF TRUNK HIGHWAY 27 AND TRUNK HIGHWAY 29 IN
 QP0663'ALEXANDRIA, THEN 0.6 MILE SOUTH ON NEVADA STREET, 35.5 FEET WEST OF
 QP0663'NEVADA STREET, AT TRUNK HIGHWAY 94 MILEPOINT 102.0, 61.0 FEET WEST OF
 QP0663'POWER POLE WITH TRANSFORMER, 19.2 FEET NORTH OF NORTH TRUNK HIGHWAY 94
 QP0663'RIGHT-OF-WAY FENCE, 9.0 FEET NORTH-NORTHWEST OF POWER POLE, 1.8 FEET
 QP0663'NORTH OF WITNESS POST.
 QP0663
 QP0663                          STATION RECOVERY (2011)
 QP0663
 QP0663'RECOVERY NOTE BY MN DEPT OF TRANSP 2011 (JXD)
 QP0663'RECOVERED AS DESCRIBED.
 QP0663
 QP0663                          STATION RECOVERY (2015)
 QP0663
 QP0663'RECOVERY NOTE BY MN DEPT OF TRANSP 2015 (KMS)
 QP0663'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DP1342 ***********************************************************************
 DP1342  DESIGNATION -  219 ARBYS RESET
 DP1342  PID         -  DP1342
 DP1342  STATE/COUNTY-  MN/DAKOTA
 DP1342  COUNTRY     -  US
 DP1342  USGS QUAD   -  SAINT PAUL SW (2019)
 DP1342
 DP1342                         *CURRENT SURVEY CONTROL
 DP1342  ______________________________________________________________________
 DP1342* NAD 83(2011) POSITION- 44 50 01.46127(N) 093 09 44.92485(W)   ADJUSTED
 DP1342* NAD 83(2011) ELLIP HT-   248.799 (meters)        (02/02/14)   ADJUSTED
 DP1342* NAD 83(2011) EPOCH   -  2010.00
 DP1342* NAVD 88 ORTHO HEIGHT -   276.210 (meters)      906.20  (feet) ADJUSTED
 DP1342  ______________________________________________________________________
 DP1342  GEOID HEIGHT    -        -27.417 (meters)                     GEOID18
 DP1342  NAD 83(2011) X  -   -249,954.326 (meters)                     COMP
 DP1342  NAD 83(2011) Y  - -4,523,913.309 (meters)                     COMP
 DP1342  NAD 83(2011) Z  -  4,474,439.970 (meters)                     COMP
 DP1342  LAPLACE CORR    -         -6.50  (seconds)                    DEFLEC18
 DP1342  DYNAMIC HEIGHT  -        276.200 (meters)      906.17  (feet) COMP
 DP1342  MODELED GRAVITY -    980,570.8   (mgal)                       NAVD 88
 DP1342
 DP1342  VERT ORDER      -  SECOND    CLASS I
 DP1342
 DP1342  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DP1342  Standards:
 DP1342         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DP1342            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DP1342  -------------------------------------------------------------------
 DP1342  NETWORK    0.76   1.31           0.34   0.28   0.67      0.00756533
 DP1342  -------------------------------------------------------------------
 DP1342  Click here for local accuracies and other accuracy information.
 DP1342
 DP1342.The horizontal coordinates were established by GPS observations
 DP1342.and adjusted by the MN DEPT OF TRANSP in February 2014.
 DP1342
 DP1342.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DP1342.been affixed to the stable North American tectonic plate. See 
 DP1342.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DP1342
 DP1342.The horizontal coordinates are valid at the epoch date displayed above
 DP1342.which is a decimal equivalence of Year/Month/Day.
 DP1342
 DP1342.The orthometric height was determined by differential leveling and
 DP1342.adjusted by the NATIONAL GEODETIC SURVEY
 DP1342.in September 2016.
 DP1342
 DP1342.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP1342.GEOID18 height accuracy estimate available here.
 DP1342
 DP1342.Click photographs - Photos may exist for this station.
 DP1342
 DP1342.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DP1342
 DP1342.The Laplace correction was computed from DEFLEC18 derived deflections.
 DP1342
 DP1342.The ellipsoidal height was determined by GPS observations
 DP1342.and is referenced to NAD 83.
 DP1342
 DP1342.The dynamic height is computed by dividing the NAVD 88
 DP1342.geopotential number by the normal gravity value computed on the
 DP1342.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP1342.degrees latitude (g = 980.6199 gals.).
 DP1342
 DP1342.The modeled gravity was interpolated from observed gravity values.
 DP1342
 DP1342. The following values were computed from the NAD 83(2011) position.
 DP1342
 DP1342;                    North         East     Units Scale Factor Converg.
 DP1342;SPC MN S     -   304,090.389   866,221.359   MT  0.99993883   +0 35 13.3
 DP1342;SPC MN S     -   997,669.88  2,841,927.91   sFT  0.99993883   +0 35 13.3
 DP1342;UTM  15      - 4,964,494.046   487,157.179   MT  0.99960203   -0 06 52.4
 DP1342
 DP1342!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DP1342!SPC MN S     -   0.99996099  x   0.99993883  =   0.99989982
 DP1342!UTM  15      -   0.99996099  x   0.99960203  =   0.99956304
 DP1342
 DP1342_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK8715764494(NAD 83)
 DP1342
 DP1342                          SUPERSEDED SURVEY CONTROL
 DP1342
 DP1342  NAVD 88 (02/02/14)  276.22   (m)  GEOID12A model used  GPS OBS        
 DP1342
 DP1342.Superseded values are not recommended for survey control.
 DP1342
 DP1342.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DP1342.See file dsdata.pdf to determine how the superseded data were derived.
 DP1342
 DP1342_MARKER: F = FLANGE-ENCASED ROD
 DP1342_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DP1342_STAMPING: 219 ARBYS RESET 2011
 DP1342_MARK LOGO: MNDT
 DP1342_PROJECTION: RECESSED 8 CENTIMETERS
 DP1342_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DP1342_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DP1342_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP1342+SATELLITE: SATELLITE OBSERVATIONS - August 01, 2023
 DP1342_ROD/PIPE-DEPTH: 10.7 meters
 DP1342
 DP1342  HISTORY     - Date     Condition        Report By
 DP1342  HISTORY     - 20110928 MONUMENTED       MNDT
 DP1342  HISTORY     - 20131212 GOOD             MNDT
 DP1342  HISTORY     - 20140611 GOOD             MNDT
 DP1342  HISTORY     - 20140805 GOOD             MNDT
 DP1342  HISTORY     - 20230801 GOOD             MNDT
 DP1342
 DP1342                          STATION DESCRIPTION
 DP1342
 DP1342'DESCRIBED BY MN DEPT OF TRANSP 2013 (DXS)
 DP1342'IN EAGAN, NORTHWEST OF THE JUNCTION OF INTERSTATE HIGHWAY 35 EAST AND
 DP1342'COUNTY ROAD 28 (YANKEE DOODLE ROAD), 75.3 FEET EAST OF LIGHT POLE WITH
 DP1342'4 LIGHTS, 75.0 FEET NORTHWEST OF ENTRANCE RAMP OF NORTHBOUND
 DP1342'INTERSTATE HIGHWAY 35 EAST FROM WESTBOUND COUNTY ROAD 28 (YANKEE
 DP1342'DOODLE ROAD), 17.2 FEET NORTH OF GUARDRAIL, 5.6 FEET SOUTH OF WITNESS
 DP1342'POST, 5.0 FEET NORTH OF BIKE TRAIL.
 DP1342
 DP1342                          STATION RECOVERY (2014)
 DP1342
 DP1342'RECOVERY NOTE BY MN DEPT OF TRANSP 2014 (DAS)
 DP1342'RECOVERED AS DESCRIBED.
 DP1342'
 DP1342'NOTE - THE STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM
 DP1342'ROD DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION REMOVABLE
 DP1342'DISK SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH
 DP1342'PVC PIPE BACK FILLED WITH WASHED SAND.
 DP1342
 DP1342                          STATION RECOVERY (2014)
 DP1342
 DP1342'RECOVERY NOTE BY MN DEPT OF TRANSP 2014 (AXD)
 DP1342'RECOVERED AS DESCRIBED.
 DP1342
 DP1342                          STATION RECOVERY (2023)
 DP1342
 DP1342'RECOVERY NOTE BY MN DEPT OF TRANSP 2023 (MJS)
 DP1342'IN EAGAN, NORTHWEST OF THE JUNCTION OF INTERSTATE HIGHWAY 35E AND
 DP1342'COUNTY ROAD 28 (YANKEE DOODLE ROAD), 75.3 FT (23.0 M) EAST OF A LIGHT
 DP1342'POLE WITH 4 LIGHTS, 75.0 FT (22.9 M) NORTHWEST OF AN ENTRANCE RAMP OF
 DP1342'NORTHBOUND INTERSTATE HIGHWAY 35E FROM WESTBOUND COUNTY ROAD 28
 DP1342'(YANKEE DOODLE ROAD), 17.2 FT (5.2 M) NORTH OF A GUARDRAIL, 5.6 FT
 DP1342'(1.7 M) SOUTH OF A WITNESS POST, 5.0 FT (1.5 M) NORTH OF A BIKE TRAIL.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DF5921 ***********************************************************************
 DF5921  HT_MOD      -  This is a Height Modernization Survey Station.
 DF5921  DESIGNATION -  22
 DF5921  PID         -  DF5921
 DF5921  STATE/COUNTY-  MN/PINE
 DF5921  COUNTRY     -  US
 DF5921  USGS QUAD   -  QUAMBA (2019)
 DF5921
 DF5921                         *CURRENT SURVEY CONTROL
 DF5921  ______________________________________________________________________
 DF5921* NAD 83(2011) POSITION- 45 58 24.83425(N) 093 08 33.74991(W)   ADJUSTED
 DF5921* NAD 83(2011) ELLIP HT-   292.771 (meters)        (06/27/12)   ADJUSTED
 DF5921* NAD 83(2011) EPOCH   -  2010.00
 DF5921* NAVD 88 ORTHO HEIGHT -   320.55  (meters)     1051.7   (feet) GPS OBS
 DF5921  ______________________________________________________________________
 DF5921  NAVD 88 orthometric height was determined with geoid model    GEOID09
 DF5921  GEOID HEIGHT    -        -27.755 (meters)                     GEOID09
 DF5921  GEOID HEIGHT    -        -27.786 (meters)                     GEOID18
 DF5921  NAD 83(2011) X  -   -243,449.505 (meters)                     COMP
 DF5921  NAD 83(2011) Y  - -4,433,958.372 (meters)                     COMP
 DF5921  NAD 83(2011) Z  -  4,563,416.467 (meters)                     COMP
 DF5921  LAPLACE CORR    -          1.17  (seconds)                    DEFLEC18
 DF5921
 DF5921  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DF5921  Standards:
 DF5921         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DF5921            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DF5921  -------------------------------------------------------------------
 DF5921  NETWORK    0.29   0.37           0.13   0.10   0.19     -0.03371564
 DF5921  -------------------------------------------------------------------
 DF5921  Click here for local accuracies and other accuracy information.
 DF5921
 DF5921.The horizontal coordinates were established by GPS observations
 DF5921.and adjusted by the National Geodetic Survey in June 2012.
 DF5921
 DF5921.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DF5921.been affixed to the stable North American tectonic plate. See 
 DF5921.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DF5921
 DF5921.The horizontal coordinates are valid at the epoch date displayed above
 DF5921.which is a decimal equivalence of Year/Month/Day.
 DF5921
 DF5921.The orthometric height was determined by GPS observations and a
 DF5921.high-resolution geoid model using precise GPS observation and
 DF5921.processing techniques.
 DF5921
 DF5921.Significant digits in the geoid height do not necessarily reflect accuracy.
 DF5921.GEOID18 height accuracy estimate available here.
 DF5921
 DF5921.Click photographs - Photos may exist for this station.
 DF5921
 DF5921.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DF5921
 DF5921.The Laplace correction was computed from DEFLEC18 derived deflections.
 DF5921
 DF5921.The ellipsoidal height was determined by GPS observations
 DF5921.and is referenced to NAD 83.
 DF5921
 DF5921. The following values were computed from the NAD 83(2011) position.
 DF5921
 DF5921;                    North         East     Units Scale Factor Converg.
 DF5921;SPC MN C     -   208,807.683   885,807.516   MT  0.99994180   +0 48 03.6
 DF5921;SPC MN C     -   685,063.21  2,906,186.83   sFT  0.99994180   +0 48 03.6
 DF5921;UTM  15      - 5,091,120.296   488,944.505   MT  0.99960150   -0 06 09.4
 DF5921
 DF5921!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF5921!SPC MN C     -   0.99995410  x   0.99994180  =   0.99989591
 DF5921!UTM  15      -   0.99995410  x   0.99960150  =   0.99955562
 DF5921
 DF5921_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL8894491120(NAD 83)
 DF5921
 DF5921                          SUPERSEDED SURVEY CONTROL
 DF5921
 DF5921  NAD 83(2007)-  45 58 24.83442(N)    093 08 33.75085(W) AD(2002.00) 0
 DF5921  ELLIP H (02/10/07)  292.796  (m)                       GP(2002.00)    
 DF5921  NAD 83(1996)-  45 58 24.83416(N)    093 08 33.75024(W) AD(       ) 1
 DF5921  ELLIP H (05/27/03)  292.843  (m)                       GP(       ) 3 1
 DF5921  NAVD 88 (10/22/03)  320.5    (m)  UNKNOWN  model used  GPS OBS        
 DF5921  NAVD 88 (05/27/03)  320.6    (m)  GEOID99  model used  GPS OBS        
 DF5921
 DF5921.Superseded values are not recommended for survey control.
 DF5921
 DF5921.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF5921.See file dsdata.pdf to determine how the superseded data were derived.
 DF5921
 DF5921_MARKER: DH = HORIZONTAL CONTROL DISK
 DF5921_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF5921_STAMPING: NO 22
 DF5921_MARK LOGO: MN-115
 DF5921_PROJECTION: FLUSH
 DF5921_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DF5921_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DF5921+STABILITY: SURFACE MOTION
 DF5921_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF5921+SATELLITE: SATELLITE OBSERVATIONS - December 24, 2019
 DF5921
 DF5921  HISTORY     - Date     Condition        Report By
 DF5921  HISTORY     - 19991101 MONUMENTED       MN-115
 DF5921  HISTORY     - 20021002 GOOD             MNDT
 DF5921  HISTORY     - 20070905 GOOD             MNDT
 DF5921  HISTORY     - 20100415 GOOD             MNDT
 DF5921  HISTORY     - 20191224 GOOD             MNDT
 DF5921
 DF5921                          STATION DESCRIPTION
 DF5921
 DF5921'DESCRIBED BY PINE COUNTY MINNESOTA 1999 (MBR)
 DF5921'5 MI (8.0 KM) NW OF BROOK PARK, 3 MI (4.8 KM) WEST ALONG CO RD 131
 DF5921'THEN 1.75 MI (2.82 KM) NORTH ON CO RD 68, 31 FT (9.4 M) EAST OF CO RD
 DF5921'68, 0.25 MI (0.40 KM) SOUTH OF THE NW COR OF SECTION 7, 5 FT (1.5 M)
 DF5921'WEST OF FENCE COR, 2 FT (0.6 M) WEST OF WIT POST.
 DF5921
 DF5921                          STATION RECOVERY (2002)
 DF5921
 DF5921'RECOVERY NOTE BY MN DEPT OF TRANSP 2002 (MPP)
 DF5921'RECOVERED AS DESCRIBED IN HPINE (PINE COUNTY GPS) , 5 MI (8.0 KM) NW
 DF5921'OF BROOK PARK, TO REACH FROM JCT OF CO RD 13 AND TH 23, GO 0.28 MI
 DF5921'(0.45 KM) WEST ALONG CO RD 13, THEN 2.8 MI (4.5 KM) WEST ON CO RD 131,
 DF5921'THEN 1.75 MI (2.82 KM) NORTH ON CO RD 68, 31 FT (9.4 M) EAST OF CO RD
 DF5921'68 , 5 FT (1.5 M) WEST OF FENCE CORNER, 2 FT (0.6 M) WEST OF WIT POST,
 DF5921'0.25 MI (0.40 KM) SOUTH OF THE NW CORNER OF SECTION 7. MARK IS FLUSH,
 DF5921'MAGNETIC.
 DF5921
 DF5921                          STATION RECOVERY (2007)
 DF5921
 DF5921'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (DAS)
 DF5921'RECOVERED AS DESCRIBED.
 DF5921
 DF5921                          STATION RECOVERY (2010)
 DF5921
 DF5921'RECOVERY NOTE BY MN DEPT OF TRANSP 2010 (MAS)
 DF5921'THE MARK WAS RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.
 DF5921'THE MARK IS 5.0 MILES NORTHWEST OF BROOK PARK, 0.28 MILE WEST ALONG
 DF5921'COUNTY ROAD 13 FROM JUNCTION OF COUNTY ROAD 13 AND TRUNK HIGHWAY 23,
 DF5921'THEN 2.8 MILES WEST ON COUNTY ROAD 131, THEN 1.75 MILES NORTH ON
 DF5921'COUNTY ROAD 68, 31 FEET EAST OF COUNTY ROAD 68, 5.0 FEET WEST OF FENCE
 DF5921'CORNER, 2.0 FEET WEST OF WITNESS POST.
 DF5921
 DF5921                          STATION RECOVERY (2019)
 DF5921
 DF5921'RECOVERY NOTE BY MN DEPT OF TRANSP 2019 (MPP)
 DF5921'5.0 MI (8.0 KM) NORTHWEST OF BROOK PARK, 0.28 MI (0.45 KM) WEST ALONG
 DF5921'COUNTY ROAD 13 FROM THE JUNCTION OF COUNTY ROAD 13 AND TRUNK HIGHWAY
 DF5921'23, THEN 2.8 MI (4.5 KM) WEST ON COUNTY ROAD 131, THEN 1.75 MI (2.82
 DF5921'KM) NORTH ON COUNTY ROAD 68, 31.0 FT (9.4 M) EAST OF A COUNTY ROAD 68,
 DF5921'5.0 FT (1.5 M) WEST OF A FENCE CORNER, 2.0 FT (0.6 M) WEST OF A
 DF5921'WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DF8709 ***********************************************************************
 DF8709  HT_MOD      -  This is a Height Modernization Survey Station.
 DF8709  DESIGNATION -  22
 DF8709  PID         -  DF8709
 DF8709  STATE/COUNTY-  MN/KANABEC
 DF8709  COUNTRY     -  US
 DF8709  USGS QUAD   -  QUAMBA (2019)
 DF8709
 DF8709                         *CURRENT SURVEY CONTROL
 DF8709  ______________________________________________________________________
 DF8709* NAD 83(2011) POSITION- 45 56 54.65269(N) 093 11 18.78618(W)   ADJUSTED
 DF8709* NAD 83(2011) ELLIP HT-   293.520 (meters)        (06/27/12)   ADJUSTED
 DF8709* NAD 83(2011) EPOCH   -  2010.00
 DF8709* NAVD 88 ORTHO HEIGHT -   321.34  (meters)     1054.3   (feet) GPS OBS
 DF8709  ______________________________________________________________________
 DF8709  NAVD 88 orthometric height was determined with geoid model    GEOID09
 DF8709  GEOID HEIGHT    -        -27.800 (meters)                     GEOID09
 DF8709  GEOID HEIGHT    -        -27.829 (meters)                     GEOID18
 DF8709  NAD 83(2011) X  -   -247,108.486 (meters)                     COMP
 DF8709  NAD 83(2011) Y  - -4,435,761.269 (meters)                     COMP
 DF8709  NAD 83(2011) Z  -  4,561,481.369 (meters)                     COMP
 DF8709  LAPLACE CORR    -         -0.29  (seconds)                    DEFLEC18
 DF8709
 DF8709  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DF8709  Standards:
 DF8709         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DF8709            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DF8709  -------------------------------------------------------------------
 DF8709  NETWORK    0.29   0.37           0.13   0.10   0.19      0.06540684
 DF8709  -------------------------------------------------------------------
 DF8709  Click here for local accuracies and other accuracy information.
 DF8709
 DF8709.The horizontal coordinates were established by GPS observations
 DF8709.and adjusted by the National Geodetic Survey in June 2012.
 DF8709
 DF8709.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DF8709.been affixed to the stable North American tectonic plate. See 
 DF8709.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DF8709
 DF8709.The horizontal coordinates are valid at the epoch date displayed above
 DF8709.which is a decimal equivalence of Year/Month/Day.
 DF8709
 DF8709.The orthometric height was determined by GPS observations and a
 DF8709.high-resolution geoid model using precise GPS observation and
 DF8709.processing techniques.
 DF8709
 DF8709.Significant digits in the geoid height do not necessarily reflect accuracy.
 DF8709.GEOID18 height accuracy estimate available here.
 DF8709
 DF8709.Click photographs - Photos may exist for this station.
 DF8709
 DF8709.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DF8709
 DF8709.The Laplace correction was computed from DEFLEC18 derived deflections.
 DF8709
 DF8709.The ellipsoidal height was determined by GPS observations
 DF8709.and is referenced to NAD 83.
 DF8709
 DF8709. The following values were computed from the NAD 83(2011) position.
 DF8709
 DF8709;                    North         East     Units Scale Factor Converg.
 DF8709;SPC MN C     -   205,975.085   882,292.495   MT  0.99994464   +0 46 04.2
 DF8709;SPC MN C     -   675,769.92  2,894,654.63   sFT  0.99994464   +0 46 04.2
 DF8709;UTM  15      - 5,088,344.423   485,386.470   MT  0.99960263   -0 08 07.9
 DF8709
 DF8709!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF8709!SPC MN C     -   0.99995399  x   0.99994464  =   0.99989863
 DF8709!UTM  15      -   0.99995399  x   0.99960263  =   0.99955664
 DF8709
 DF8709_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL8538688344(NAD 83)
 DF8709
 DF8709                          SUPERSEDED SURVEY CONTROL
 DF8709
 DF8709  NAD 83(2007)-  45 56 54.65311(N)    093 11 18.78682(W) AD(2002.00) 0
 DF8709  ELLIP H (02/10/07)  293.550  (m)                       GP(2002.00)    
 DF8709  NAD 83(1996)-  45 56 54.65294(N)    093 11 18.78635(W) AD(       ) 1
 DF8709  ELLIP H (10/22/03)  293.589  (m)                       GP(       ) 3 2
 DF8709  NAVD 88 (10/22/03)  321.3    (m)  GEOID99  model used  GPS OBS        
 DF8709
 DF8709.Superseded values are not recommended for survey control.
 DF8709
 DF8709.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF8709.See file dsdata.pdf to determine how the superseded data were derived.
 DF8709
 DF8709_MARKER: DD = SURVEY DISK
 DF8709_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF8709_STAMPING: 22
 DF8709_MARK LOGO: MN-065
 DF8709_PROJECTION: FLUSH
 DF8709_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DF8709_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DF8709+STABILITY: SURFACE MOTION
 DF8709_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF8709+SATELLITE: SATELLITE OBSERVATIONS - May 13, 2020
 DF8709
 DF8709  HISTORY     - Date     Condition        Report By
 DF8709  HISTORY     - 20011102 MONUMENTED       MN-065
 DF8709  HISTORY     - 20100415 GOOD             MNDT
 DF8709  HISTORY     - 20170614 GOOD             MNDT
 DF8709  HISTORY     - 20200513 GOOD             MNDT
 DF8709
 DF8709                          STATION DESCRIPTION
 DF8709
 DF8709'DESCRIBED BY KANABEC COUNTY MINNESOTA 2001 (MPP)
 DF8709'5.2 MI (8.4 KM) NORTH OF MORA ON TH 65 TO TH 65 MP 70.10, THEN 4.25 MI
 DF8709'(6.84 KM) EAST ON CO RD 19 (250TH AVE) , 48 FT (14.6 M) NORTH OF
 DF8709'CENTER OF 250TH AVE, 10 FT (3.0 M) EAST OF CENTER OF DRIVEWAY, 2 FT
 DF8709'(0.6 M) SOUTH OF WIT POST, FLUSH, MAGNETIC.
 DF8709
 DF8709                          STATION RECOVERY (2010)
 DF8709
 DF8709'RECOVERY NOTE BY MN DEPT OF TRANSP 2010 (MAS)
 DF8709'THE MARK IS 5.0 MILES NORTHEAST OF MORA, 5.2 MILES NORTH ALONG TRUNK
 DF8709'HIGHWAY 65 FROM JUNCTION OF TRUNK HIGHWAY 65 AND TRUNK HIGHWAY 23 IN
 DF8709'MORA, AT TRUNK HIGHWAY 65 MILEPOINT 70.10, THEN 4.25 MILES EAST ON
 DF8709'COUNTY ROAD 19 (250TH AVENUE), 48 FEET NORTH OF CENTERLINE OF 250TH
 DF8709'AVENUE, 10 FEET EAST OF CENTERLINE OF DRIVEWAY NUMBER 2578, 2.0 FEET
 DF8709'SOUTH OF WITNESS POST.
 DF8709
 DF8709                          STATION RECOVERY (2017)
 DF8709
 DF8709'RECOVERY NOTE BY MN DEPT OF TRANSP 2017 (MAS)
 DF8709'5.0 MI (8.0 KM) NORTHEAST OF MORA, 5.2 MI (8.4 KM) NORTH ALONG TRUNK
 DF8709'HIGHWAY 65 FROM THE JUNCTION OF TRUNK HIGHWAY 65 AND TRUNK HIGHWAY 23
 DF8709'IN MORA TO TRUNK HIGHWAY 65 MILE POINT 70.10, THEN 4.25 MI (6.84 KM)
 DF8709'EAST ON COUNTY ROAD 19 (250TH AVENUE), 48.0 FT (14.6 M) NORTH OF
 DF8709'COUNTRY ROAD 19 (250TH AVENUE), 10.0 FT (3.0 M) EAST OF DRIVEWAY
 DF8709'NUMBER 2578, 2.0 FT (0.6 M) SOUTH OF A WITNESS POST.
 DF8709
 DF8709                          STATION RECOVERY (2020)
 DF8709
 DF8709'RECOVERY NOTE BY MN DEPT OF TRANSP 2020 (SEL)
 DF8709'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 QO0172 ***********************************************************************
 QO0172  DESIGNATION -  22 ADP
 QO0172  PID         -  QO0172
 QO0172  STATE/COUNTY-  MN/CHISAGO
 QO0172  COUNTRY     -  US
 QO0172  USGS QUAD   -  SAINT CROIX DALLES (2019)
 QO0172
 QO0172                         *CURRENT SURVEY CONTROL
 QO0172  ______________________________________________________________________
 QO0172* NAD 83(1986) POSITION- 45 23 40.40   (N) 092 40 03.91   (W)   HD_HELD1
 QO0172* NAVD 88 ORTHO HEIGHT -   224.359 (meters)      736.08  (feet) ADJUSTED
 QO0172  ______________________________________________________________________
 QO0172  GEOID HEIGHT    -        -27.652 (meters)                     GEOID18
 QO0172  DYNAMIC HEIGHT  -        224.363 (meters)      736.10  (feet) COMP
 QO0172  MODELED GRAVITY -    980,625.4   (mgal)                       NAVD 88
 QO0172
 QO0172  VERT ORDER      -  SECOND    CLASS I
 QO0172
 QO0172.The horizontal coordinates were determined by differentially corrected
 QO0172.hand held GPS observations or other comparable positioning techniques
 QO0172.and have an estimated accuracy of +/- 3 meters.
 QO0172
 QO0172.The orthometric height was determined by differential leveling and
 QO0172.adjusted by the NATIONAL GEODETIC SURVEY
 QO0172.in June 1991.
 QO0172
 QO0172.Significant digits in the geoid height do not necessarily reflect accuracy.
 QO0172.GEOID18 height accuracy estimate available here.
 QO0172
 QO0172.Click photographs - Photos may exist for this station.
 QO0172
 QO0172.The dynamic height is computed by dividing the NAVD 88
 QO0172.geopotential number by the normal gravity value computed on the
 QO0172.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QO0172.degrees latitude (g = 980.6199 gals.).
 QO0172
 QO0172.The modeled gravity was interpolated from observed gravity values.
 QO0172
 QO0172;                    North         East    Units  Estimated Accuracy
 QO0172;SPC MN C     -   145,091.9     923,894.6     MT  (+/- 3 meters HH1 GPS) 
 QO0172
 QO0172_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWL2600526835(NAD 83)
 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
 QO0172.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QO0172.See file dsdata.pdf to determine how the superseded data were derived.
 QO0172
 QO0172_MARKER: DB = BENCH MARK DISK
 QO0172_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 QO0172_STAMPING: 22 ADP 1954
 QO0172_MARK LOGO: USGS
 QO0172_PROJECTION: PROJECTING 3 CENTIMETERS
 QO0172_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 QO0172_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QO0172_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 QO0172+SATELLITE: SATELLITE OBSERVATIONS - October 07, 2014
 QO0172
 QO0172  HISTORY     - Date     Condition        Report By
 QO0172  HISTORY     - 1954     MONUMENTED       USGS
 QO0172  HISTORY     - 1975     GOOD             MNDT
 QO0172  HISTORY     - 20070618 GOOD             MNDT
 QO0172  HISTORY     - 20141007 GOOD             MNDT
 QO0172
 QO0172                          STATION DESCRIPTION
 QO0172
 QO0172'DESCRIBED BY MN DEPT OF TRANSP 1975
 QO0172'0.9 MI SW FROM TAYLORS FALLS.
 QO0172'1.0 MILES SOUTHWEST ALONG TH 8 FROM THE JUNCTION OF TH 8 AND TH 95
 QO0172'(NORTH) IN TAYLORS FALLS AT AN ENTRANCE TO THE INTERSTATE PARK
 QO0172'CAMPGROUNDS.  IT IS 126 FEET SOUTH OF, AND 13 FEET LOWER THAN THE
 QO0172'CENTERLINE OF TH 8 AT MILEPOINT 21.1, 93 FEET NORTHWEST OF THE
 QO0172'SOUTHWEST CORNER OF A PARK RESIDENCE, 86 FEET SOUTH OF THE SOUTH EDGE
 QO0172'OF A BOX CULVERT UNDER TH 8, 37 FEET WEST OF THE PARK ROAD, AT THE TOP
 QO0172'OF THE CREEK BANK.  IT IS A BENCH MARK DISK IN A MAGNETIC, CONCRETE
 QO0172'MONUMENT PROJECTING 1 INCH ABOVE GROUND, 1.0 FEET NORTHWEST OF A STEEL
 QO0172'WITNESS POST.  NW 1/4, SEC 36, T 34N, R 19W.
 QO0172
 QO0172                          STATION RECOVERY (2007)
 QO0172
 QO0172'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (JJB)
 QO0172'0.9 MILES SOUTHWEST FROM TAYLORS FALLS, 1.0 MILES SOUTHWEST ALONG
 QO0172'TRUNK HIGHWAY 8 FROM THE JUNCTION OF TRUNK HIGHWAY 8 AND TRUNK HIGHWAY
 QO0172'95 (NORTH) IN TAYLOR FALLS, AT TRUNK HIGHWAY 8 MILPOINT 21.1, 126 FEET
 QO0172'SOUTH OF TRUNK HIGHWAY 8, 37 FEET WEST OF ROAD TO PARK CAMPGROUNDS, 93
 QO0172'FEET NORTHWEST OF CORNER OF PARK HOUSE, 86 FEET SOUTH OF SOUTH EDGE OF
 QO0172'CULVERT, 1.0 FEET NORTHWEST OF WITNESS POST.
 QO0172
 QO0172                          STATION RECOVERY (2014)
 QO0172
 QO0172'RECOVERY NOTE BY MN DEPT OF TRANSP 2014 (MAS)
 QO0172'RECOVERED IN GOOD CONDITION.
 QO0172'
 QO0172'NOTE-ADD-THE STATION IS LOCATED ABOUT 13.9 MI (22.4 KM) SOUTHEAST OF
 QO0172'SUNRISE, 11.8 MI (19.0 KM) NORTHEAST OF SCANDIA AND 8.8 MI (14.2 KM)
 QO0172'EAST OF LINDSTROM.
 QO0172'
 QO0172'IT IS 20.0 FT (6.1 M) EAST OF CREEK.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 QO0237 ***********************************************************************
 QO0237  DESIGNATION -  22 BOLT
 QO0237  PID         -  QO0237
 QO0237  STATE/COUNTY-  MN/PINE
 QO0237  COUNTRY     -  US
 QO0237  USGS QUAD   -  PINE CITY (2019)
 QO0237
 QO0237                         *CURRENT SURVEY CONTROL
 QO0237  ______________________________________________________________________
 QO0237* NAD 83(1986) POSITION- 45 45 27.64   (N) 092 57 44.60   (W)   HD_HELD1
 QO0237* NAVD 88 ORTHO HEIGHT -   284.655 (meters)      933.91  (feet) ADJUSTED
 QO0237  ______________________________________________________________________
 QO0237  GEOID HEIGHT    -        -27.782 (meters)                     GEOID18
 QO0237  DYNAMIC HEIGHT  -        284.652 (meters)      933.90  (feet) COMP
 QO0237  MODELED GRAVITY -    980,598.9   (mgal)                       NAVD 88
 QO0237
 QO0237  VERT ORDER      -  SECOND    CLASS 0
 QO0237
 QO0237.The horizontal coordinates were determined by differentially corrected
 QO0237.hand held GPS observations or other comparable positioning techniques
 QO0237.and have an estimated accuracy of +/- 3 meters.
 QO0237
 QO0237.The orthometric height was determined by differential leveling and
 QO0237.adjusted by the NATIONAL GEODETIC SURVEY
 QO0237.in June 1991.
 QO0237
 QO0237.Significant digits in the geoid height do not necessarily reflect accuracy.
 QO0237.GEOID18 height accuracy estimate available here.
 QO0237
 QO0237.Click photographs - Photos may exist for this station.
 QO0237
 QO0237.The dynamic height is computed by dividing the NAVD 88
 QO0237.geopotential number by the normal gravity value computed on the
 QO0237.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QO0237.degrees latitude (g = 980.6199 gals.).
 QO0237
 QO0237.The modeled gravity was interpolated from observed gravity values.
 QO0237
 QO0237;                    North         East    Units  Estimated Accuracy
 QO0237;SPC MN C     -   185,027.6     900,169.9     MT  (+/- 3 meters HH1 GPS) 
 QO0237
 QO0237_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWL0292567125(NAD 83)
 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
 QO0237.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QO0237.See file dsdata.pdf to determine how the superseded data were derived.
 QO0237
 QO0237_MARKER: B = BOLT
 QO0237_SETTING: 21 = SET IN CONCRETE IN A CLAY TILE PIPE
 QO0237_MAGNETIC: P = MARKER IS A STEEL PIPE
 QO0237_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QO0237
 QO0237  HISTORY     - Date     Condition        Report By
 QO0237  HISTORY     - UNK      MONUMENTED       MRC
 QO0237  HISTORY     - 1974     GOOD             MNDT
 QO0237  HISTORY     - 20080930 MARK NOT FOUND   MNDT
 QO0237
 QO0237                          STATION DESCRIPTION
 QO0237
 QO0237'DESCRIBED BY MN DEPT OF TRANSP 1974
 QO0237'IN ROCK CREEK.
 QO0237'THE MARK IS LOCATED 0.1 MILE SOUTH ALONG THE BURLINGTON NORTHERN
 QO0237'RAILROAD FROM THE COUNTY ROAD 9 CROSSING AT ROCK CREEK.  IT IS AT THE
 QO0237'RAILROAD MILEPOINT 57.0.  IT IS 50.0 FEET EAST OF EAST RAIL BURLINGTON
 QO0237'NORTHERN RAILROAD, 32.4 FEET WEST OF SOUTHWEST CORNER OF GARAGE
 QO0237'(ATTACHED TO 1-STORY FRAME HOUSE), 35.5 FEET SOUTHWEST OF THE
 QO0237'NORTHWEST CORNER OF GARAGE AND IS ON THE TOP OF THE SOUTH BANK OF ROCK
 QO0237'CREEK.  IT IS THE TOP OF A COPPER BOLT LEADED IN TILE ABOUT 3 FEET
 QO0237'BELOW THE SURFACE OF THE GROUND.  ACCESS TO THE MARK IS THROUGH A 4
 QO0237'INCH IRON PIPE WITH A STANDARD MRC CAP THAT PROJECTS ONE FOOT ABOVE
 QO0237'THE SURFACE OF THE GROUND.  IT IS 1.0 FOOT WEST OF A STEEL WITNESS
 QO0237'POST AND 4 FEET BELOW THE LEVEL OF THE RAILROAD.  NE 1/4, SEC 28,
 QO0237'T38N, R21W.
 QO0237
 QO0237                          STATION RECOVERY (2008)
 QO0237
 QO0237'RECOVERY NOTE BY MN DEPT OF TRANSP 2008 (MJA)
 QO0237'THE MARK WAS NOT RECOVERED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 QO0236 ***********************************************************************
 QO0236  DESIGNATION -  22 CAP
 QO0236  PID         -  QO0236
 QO0236  STATE/COUNTY-  MN/PINE
 QO0236  COUNTRY     -  US
 QO0236  USGS QUAD   -  PINE CITY (2019)
 QO0236
 QO0236                         *CURRENT SURVEY CONTROL
 QO0236  ______________________________________________________________________
 QO0236* NAD 83(1986) POSITION- 45 45 27.64   (N) 092 57 44.60   (W)   HD_HELD1
 QO0236* NAVD 88 ORTHO HEIGHT -   285.875 (meters)      937.91  (feet) ADJUSTED
 QO0236  ______________________________________________________________________
 QO0236  GEOID HEIGHT    -        -27.782 (meters)                     GEOID18
 QO0236  DYNAMIC HEIGHT  -        285.872 (meters)      937.90  (feet) COMP
 QO0236  MODELED GRAVITY -    980,598.9   (mgal)                       NAVD 88
 QO0236
 QO0236  VERT ORDER      -  SECOND    CLASS 0
 QO0236
 QO0236.The horizontal coordinates were determined by differentially corrected
 QO0236.hand held GPS observations or other comparable positioning techniques
 QO0236.and have an estimated accuracy of +/- 3 meters.
 QO0236
 QO0236.The orthometric height was determined by differential leveling and
 QO0236.adjusted by the NATIONAL GEODETIC SURVEY
 QO0236.in June 1991.
 QO0236
 QO0236.Significant digits in the geoid height do not necessarily reflect accuracy.
 QO0236.GEOID18 height accuracy estimate available here.
 QO0236
 QO0236.Click photographs - Photos may exist for this station.
 QO0236
 QO0236.The dynamic height is computed by dividing the NAVD 88
 QO0236.geopotential number by the normal gravity value computed on the
 QO0236.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QO0236.degrees latitude (g = 980.6199 gals.).
 QO0236
 QO0236.The modeled gravity was interpolated from observed gravity values.
 QO0236
 QO0236;                    North         East    Units  Estimated Accuracy
 QO0236;SPC MN C     -   185,027.6     900,169.9     MT  (+/- 3 meters HH1 GPS) 
 QO0236
 QO0236_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWL0292567125(NAD 83)
 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
 QO0236.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QO0236.See file dsdata.pdf to determine how the superseded data were derived.
 QO0236
 QO0236_MARKER: C = CAP OF CAP-AND-BOLT PAIR
 QO0236_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 QO0236_STAMPING: UNSTAMPED
 QO0236_MARK LOGO: MRC
 QO0236_PROJECTION: PROJECTING 46 CENTIMETERS
 QO0236_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QO0236_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 QO0236+SATELLITE: SATELLITE OBSERVATIONS - October 09, 2007
 QO0236
 QO0236  HISTORY     - Date     Condition        Report By
 QO0236  HISTORY     - UNK      MONUMENTED       MRC
 QO0236  HISTORY     - 1974     GOOD             MNDT
 QO0236  HISTORY     - 1975     GOOD             MNDT
 QO0236  HISTORY     - 1977     GOOD             MNDT
 QO0236  HISTORY     - 20071009 POOR             MNDT
 QO0236
 QO0236                          STATION DESCRIPTION
 QO0236
 QO0236'DESCRIBED BY MN DEPT OF TRANSP 1974
 QO0236'IN ROCK CREEK.
 QO0236'THE MARK IS LOCATED 0.1 MILE SOUTH ALONG THE BURLINGTON NORTHERN
 QO0236'RAILROAD FROM THE COUNTY ROAD 9 CROSSING AT ROCK CREEK.  IT IS AT THE
 QO0236'RAILROAD MILEPOINT 57.0.  IT IS 50.0 FEET EAST OF EAST RAIL BURLINGTON
 QO0236'NORTHERN RAILROAD, 32.4 FEET WEST OF SOUTHWEST CORNER OF GARAGE
 QO0236'(ATTACHED TO 1-STORY FRAME HOUSE), 35.5 FEET SOUTHWEST OF THE
 QO0236'NORTHWEST CORNER OF GARAGE AND IS ON THE TOP OF THE SOUTH BANK OF ROCK
 QO0236'CREEK.  A 4 INCH IRON PIPE WITH A STANDARD MRC CAP THAT PROJECTS ONE
 QO0236'FOOT ABOVE THE SURFACE OF THE GROUND.  IT IS 1.0 FOOT WEST OF A STEEL
 QO0236'WITNESS POST AND 4 FEET BELOW THE LEVEL OF THE RAILROAD.  NE 1/4, SEC
 QO0236'28, T 38N, R 21W.
 QO0236
 QO0236                          STATION RECOVERY (1975)
 QO0236
 QO0236'RECOVERY NOTE BY MN DEPT OF TRANSP 1975
 QO0236'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  IT IS LOCATED
 QO0236'0.1 MILE SOUTH ALONG THE GREAT NORTHERN RAILROAD FROM THE COUNTY ROAD
 QO0236'9 CROSSING AT ROCK CREEK AND IS AT RAILROAD MILEPOINT 57.0.  IT IS 50
 QO0236'FEET EAST OF THE EAST RAIL OF THE RAILROAD, 32.4 FEET WEST OF THE
 QO0236'SOUTHWEST CORNER OF A GARAGE (ATTACHED TO A 1-STORY FRAME HOUSE) 35.5
 QO0236'FEET SOUTHWEST OF THE NORTHWEST CORNER OF THE GARAGE AND IS ON TOP OF
 QO0236'THE SOUTH BANK OF ROCK CREEK.  IT IS A STANDARD MRC CAP ON A 4 INCH
 QO0236'IRON PIPE WHICH IS THE ACCESS TO PBM 22 (TOP OF COPPER BOLT LEADED IN
 QO0236'TILE 3 FEET BELOW THE SURFACE OF THE GROUND).  NE 1/4, SEC 28, T 38N,
 QO0236'R 21W.
 QO0236
 QO0236                          STATION RECOVERY (1977)
 QO0236
 QO0236'RECOVERY NOTE BY MN DEPT OF TRANSP 1977
 QO0236'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  0.1 MILE
 QO0236'SOUTH ALONG TRUNK HIGHWAY 361 FROM THE JUNCTION OF TRUNK HIGHWAY 361
 QO0236'AND COUNTY ROAD 2 IN ROCK CREEK, THENCE 0.1 MILE WEST ALONG A
 QO0236'DRIVEWAY TO THE RAILROAD TRACK AND SOUTH BANK OF ROCK CREEK.  IT IS
 QO0236'49.5 FT EAST OF THE BURLINGTON NORTHERN RAILROAD AT RAILROAD
 QO0236'MILEPOINT 57, 36.6 FT NORTHWEST OF A 10 INCH NORWAY PINE TREE, 32.2
 QO0236'FT WEST OF THE SOUTHWEST CORNER OF A GARAGE ATTACHED TO A ONE STORY
 QO0236'FRAME HOUSE AND 35.5 FT SOUTHWEST OF THE NORTHWEST CORNER OF THE
 QO0236'GARAGE.
 QO0236
 QO0236                          STATION RECOVERY (2007)
 QO0236
 QO0236'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (DAS)
 QO0236'RECOVERED AS DESCRIBED IN POOR CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 QP1856 ***********************************************************************
 QP1856  DESIGNATION -  22 DRL
 QP1856  PID         -  QP1856
 QP1856  STATE/COUNTY-  MN/DOUGLAS
 QP1856  COUNTRY     -  US
 QP1856  USGS QUAD   -  FARWELL (2019)
 QP1856
 QP1856                         *CURRENT SURVEY CONTROL
 QP1856  ______________________________________________________________________
 QP1856* NAD 83(2011) POSITION- 45 50 49.29963(N) 095 31 13.04932(W)   ADJUSTED
 QP1856* NAD 83(2011) ELLIP HT-   399.407 (meters)        (09/16/13)   ADJUSTED
 QP1856* NAD 83(2011) EPOCH   -  2010.00
 QP1856* NAVD 88 ORTHO HEIGHT -   425.466 (meters)     1395.88  (feet) ADJUSTED
 QP1856  ______________________________________________________________________
 QP1856  GEOID HEIGHT    -        -26.063 (meters)                     GEOID18
 QP1856  NAD 83(2011) X  -   -428,160.542 (meters)                     COMP
 QP1856  NAD 83(2011) Y  - -4,430,171.348 (meters)                     COMP
 QP1856  NAD 83(2011) Z  -  4,553,706.625 (meters)                     COMP
 QP1856  LAPLACE CORR    -          0.32  (seconds)                    DEFLEC18
 QP1856  DYNAMIC HEIGHT  -        425.460 (meters)     1395.86  (feet) COMP
 QP1856  MODELED GRAVITY -    980,587.9   (mgal)                       NAVD 88
 QP1856
 QP1856  VERT ORDER      -  SECOND    CLASS I
 QP1856
 QP1856  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 QP1856  Standards:
 QP1856         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 QP1856            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 QP1856  -------------------------------------------------------------------
 QP1856  NETWORK    0.78   1.18           0.34   0.29   0.60      0.12611178
 QP1856  -------------------------------------------------------------------
 QP1856  Click here for local accuracies and other accuracy information.
 QP1856
 QP1856.The horizontal coordinates were established by GPS observations
 QP1856.and adjusted by the MN DEPT OF TRANSP in September 2013.
 QP1856
 QP1856.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 QP1856.been affixed to the stable North American tectonic plate. See 
 QP1856.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 QP1856
 QP1856.The horizontal coordinates are valid at the epoch date displayed above
 QP1856.which is a decimal equivalence of Year/Month/Day.
 QP1856
 QP1856.The orthometric height was determined by differential leveling and
 QP1856.adjusted by the NATIONAL GEODETIC SURVEY
 QP1856.in June 2014.
 QP1856
 QP1856.Significant digits in the geoid height do not necessarily reflect accuracy.
 QP1856.GEOID18 height accuracy estimate available here.
 QP1856
 QP1856.Click photographs - Photos may exist for this station.
 QP1856
 QP1856.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 QP1856
 QP1856.The Laplace correction was computed from DEFLEC18 derived deflections.
 QP1856
 QP1856.The ellipsoidal height was determined by GPS observations
 QP1856.and is referenced to NAD 83.
 QP1856
 QP1856.The dynamic height is computed by dividing the NAVD 88
 QP1856.geopotential number by the normal gravity value computed on the
 QP1856.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QP1856.degrees latitude (g = 980.6199 gals.).
 QP1856
 QP1856.The modeled gravity was interpolated from observed gravity values.
 QP1856
 QP1856. The following values were computed from the NAD 83(2011) position.
 QP1856
 QP1856;                    North         East     Units Scale Factor Converg.
 QP1856;SPC MN C     -   194,935.210   701,336.583   MT  0.99995805   -0 55 08.1
 QP1856;SPC MN C     -   639,549.93  2,300,968.44   sFT  0.99995805   -0 55 08.1
 QP1856;UTM  15      - 5,080,140.397   304,312.691   MT  1.00007079   -1 48 31.8
 QP1856
 QP1856!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QP1856!SPC MN C     -   0.99993739  x   0.99995805  =   0.99989544
 QP1856!UTM  15      -   0.99993739  x   1.00007079  =   1.00000817
 QP1856
 QP1856_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUL0431280140(NAD 83)
 QP1856
 QP1856                          SUPERSEDED SURVEY CONTROL
 QP1856
 QP1856  NAD 83(1996)-  45 50 49.29978(N)    095 31 13.04763(W) AD(       ) 2
 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  NAVD 88 (06/15/95)  425.464  (m)         1395.88   (f) SUPERSEDED  2 1
 QP1856  NGVD 29             425.25   (m)         1395.2    (f) LEVELING    3  
 QP1856
 QP1856.Superseded values are not recommended for survey control.
 QP1856
 QP1856.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QP1856.See file dsdata.pdf to determine how the superseded data were derived.
 QP1856
 QP1856_MARKER: DB = BENCH MARK DISK
 QP1856_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 QP1856_STAMPING: 22 DRL 1965
 QP1856_MARK LOGO: USGS
 QP1856_PROJECTION: PROJECTING 5 CENTIMETERS
 QP1856_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT
 QP1856_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QP1856_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 QP1856+SATELLITE: SATELLITE OBSERVATIONS - October 21, 2015
 QP1856
 QP1856  HISTORY     - Date     Condition        Report By
 QP1856  HISTORY     - 19650401 MONUMENTED       USGS
 QP1856  HISTORY     - 1983     GOOD             MNDT
 QP1856  HISTORY     - 20100729 GOOD             MNDT
 QP1856  HISTORY     - 20130620 GOOD             MNDT
 QP1856  HISTORY     - 20151021 GOOD             MNDT
 QP1856
 QP1856                          STATION DESCRIPTION
 QP1856
 QP1856'DESCRIBED BY US GEOLOGICAL SURVEY 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.
 QP1856
 QP1856                          STATION RECOVERY (2010)
 QP1856
 QP1856'RECOVERY NOTE BY MN DEPT OF TRANSP 2010 (DJS)
 QP1856'1.25 MILES NORTHWEST OF HOLMES CITY, IN NORTHEAST QUADRANT OF JUNCTION
 QP1856'OF TRUNK HIGHWAY 29 AND GRAVEL ROAD, 1.4 MILES WEST OF TRUNK HIGHWAY
 QP1856'114, AT TRUNK HIGHWAY 27 MILEPOINT 72.25, 84.5 FEET NORTH OF TRUNK
 QP1856'HIGHWAY 27, 46.0 FEET EAST OF TIMBER SHORE DRIVE, 13.3 FEET
 QP1856'EAST-SOUTHEAST OF UNDERGROUND CABLE POST, 2.4 FEET SOUTH OF POWER
 QP1856'POLE, 1.2 FEET WEST OF WITNESS POST.
 QP1856
 QP1856                          STATION RECOVERY (2013)
 QP1856
 QP1856'RECOVERY NOTE BY MN DEPT OF TRANSP 2013 (CXJ)
 QP1856'1.25 MILES NORTHWEST OF HOLMES CITY, IN NORTHEAST QUADRANT OF JUNCTION
 QP1856'OF TRUNK HIGHWAY 29 AND GRAVEL ROAD, 1.4 MILES WEST OF TRUNK HIGHWAY
 QP1856'114, AT TRUNK HIGHWAY 27 MILEPOINT 72.25, 84.5 FEET NORTH OF TRUNK
 QP1856'HIGHWAY 27, 46.0 FEET EAST OF TIMBER SHORE DRIVE, 13.3 FEET
 QP1856'EAST-SOUTHEAST OF UNDERGROUND CABLE POST, 2.4 FEET SOUTH OF POWER
 QP1856'POLE, 1.2 FEET WEST OF WITNESS POST.
 QP1856
 QP1856                          STATION RECOVERY (2015)
 QP1856
 QP1856'RECOVERY NOTE BY MN DEPT OF TRANSP 2015 (KMS)
 QP1856'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DR6392 ***********************************************************************
 DR6392  HT_MOD      -  This is a Height Modernization Survey Station.
 DR6392  DESIGNATION -  22 ERS
 DR6392  PID         -  DR6392
 DR6392  STATE/COUNTY-  MN/WRIGHT
 DR6392  COUNTRY     -  US
 DR6392  USGS QUAD   -  SOUTH HAVEN (2019)
 DR6392
 DR6392                         *CURRENT SURVEY CONTROL
 DR6392  ______________________________________________________________________
 DR6392* NAD 83(2011) POSITION- 45 15 16.60348(N) 094 14 46.05160(W)   ADJUSTED
 DR6392* NAD 83(2011) ELLIP HT-   304.492 (meters)        (11/23/20)   ADJUSTED
 DR6392* NAD 83(2011) EPOCH   -  2010.00
 DR6392* NAVD 88 ORTHO HEIGHT -   331.87  (meters)     1088.8   (feet) GPS OBS
 DR6392  ______________________________________________________________________
 DR6392  GEOID HEIGHT    -        -27.383 (meters)                     GEOID18
 DR6392  NAD 83(2011) X  -   -333,018.324 (meters)                     COMP
 DR6392  NAD 83(2011) Y  - -4,485,406.998 (meters)                     COMP
 DR6392  NAD 83(2011) Z  -  4,507,528.532 (meters)                     COMP
 DR6392  LAPLACE CORR    -         -3.40  (seconds)                    DEFLEC18
 DR6392
 DR6392  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DR6392  Standards:
 DR6392         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DR6392            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DR6392  -------------------------------------------------------------------
 DR6392  NETWORK    0.85   2.20           0.39   0.28   1.12      0.17022466
 DR6392  -------------------------------------------------------------------
 DR6392  Click here for local accuracies and other accuracy information.
 DR6392
 DR6392.The horizontal coordinates were established by GPS observations
 DR6392.and adjusted by the MN DEPT OF TRANSP in November 2020.
 DR6392
 DR6392.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DR6392.been affixed to the stable North American tectonic plate. See 
 DR6392.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DR6392
 DR6392.The horizontal coordinates are valid at the epoch date displayed above
 DR6392.which is a decimal equivalence of Year/Month/Day.
 DR6392
 DR6392.The orthometric height was determined by GPS observations and a
 DR6392.high-resolution geoid model using precise GPS observation and
 DR6392.processing techniques.
 DR6392
 DR6392.Significant digits in the geoid height do not necessarily reflect accuracy.
 DR6392.GEOID18 height accuracy estimate available here.
 DR6392
 DR6392.Click photographs - Photos may exist for this station.
 DR6392
 DR6392.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DR6392
 DR6392.The Laplace correction was computed from DEFLEC18 derived deflections.
 DR6392
 DR6392.The ellipsoidal height was determined by GPS observations
 DR6392.and is referenced to NAD 83.
 DR6392
 DR6392. The following values were computed from the NAD 83(2011) position.
 DR6392
 DR6392;                    North         East     Units Scale Factor Converg.
 DR6392;SPC MN S     -   350,551.493   780,679.793   MT  1.00000851   -0 10 21.1
 DR6392;SPC MN S     - 1,150,101.02  2,561,280.29   sFT  1.00000851   -0 10 21.1
 DR6392;UTM  15      - 5,011,990.456   402,222.263   MT  0.99971755   -0 53 06.4
 DR6392
 DR6392!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DR6392!SPC MN S     -   0.99995226  x   1.00000851  =   0.99996077
 DR6392!UTM  15      -   0.99995226  x   0.99971755  =   0.99966983
 DR6392
 DR6392_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL0222211990(NAD 83)
 DR6392
 DR6392                          SUPERSEDED SURVEY CONTROL
 DR6392
 DR6392.No superseded survey control is available for this station.
 DR6392
 DR6392_MARKER: DB = BENCH MARK DISK
 DR6392_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 DR6392_STAMPING: 22 ERS RESET 1957
 DR6392_MARK LOGO: USGS
 DR6392_PROJECTION: PROJECTING 8 CENTIMETERS
 DR6392_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DR6392_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DR6392_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DR6392+SATELLITE: SATELLITE OBSERVATIONS - January 22, 2020
 DR6392
 DR6392  HISTORY     - Date     Condition        Report By
 DR6392  HISTORY     - 19570401 MONUMENTED       USGS
 DR6392  HISTORY     - 20200122 GOOD             MNDT
 DR6392
 DR6392                          STATION DESCRIPTION
 DR6392
 DR6392'DESCRIBED BY MN DEPT OF TRANSP 2020 (DXK)
 DR6392'3.1 MILES SOUTHWEST OF SOUTH HAVEN, 3.3 MILES SOUTH ALONG COUNTY ROAD
 DR6392'2 FROM THE WEST JUNCTION OF COUNTY ROAD 2 AND TRUNK HIGHWAY 55 IN
 DR6392'SOUTH HAVEN, 30.2 FEET WEST-NORTHWEST OF COUNTY ROAD 2 (REDWOOD AVENUE
 DR6392'NORTHWEST), 13.2 FEET NORTHEAST OF A POWER POLE, 1.0 FEET SOUTHEAST OF
 DR6392'A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DM1928 ***********************************************************************
 DM1928  HT_MOD      -  This is a Height Modernization Survey Station.
 DM1928  DESIGNATION -  22 RB
 DM1928  PID         -  DM1928
 DM1928  STATE/COUNTY-  MN/POPE
 DM1928  COUNTRY     -  US
 DM1928  USGS QUAD   -  SWIFT FALLS (2019)
 DM1928
 DM1928                         *CURRENT SURVEY CONTROL
 DM1928  ______________________________________________________________________
 DM1928* NAD 83(2011) POSITION- 45 25 39.79187(N) 095 28 31.37395(W)   ADJUSTED
 DM1928* NAD 83(2011) ELLIP HT-   349.106 (meters)        (06/27/12)   ADJUSTED
 DM1928* NAD 83(2011) EPOCH   -  2010.00
 DM1928* NAVD 88 ORTHO HEIGHT -   375.44  (meters)     1231.8   (feet) GPS OBS
 DM1928  ______________________________________________________________________
 DM1928  NAVD 88 orthometric height was determined with geoid model    GEOID03
 DM1928  GEOID HEIGHT    -        -26.238 (meters)                     GEOID03
 DM1928  GEOID HEIGHT    -        -26.336 (meters)                     GEOID18
 DM1928  NAD 83(2011) X  -   -427,863.925 (meters)                     COMP
 DM1928  NAD 83(2011) Y  - -4,463,638.720 (meters)                     COMP
 DM1928  NAD 83(2011) Z  -  4,521,083.695 (meters)                     COMP
 DM1928  LAPLACE CORR    -         -0.47  (seconds)                    DEFLEC18
 DM1928
 DM1928  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DM1928  Standards:
 DM1928         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DM1928            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DM1928  -------------------------------------------------------------------
 DM1928  NETWORK    0.37   0.61           0.17   0.12   0.31      0.04030897
 DM1928  -------------------------------------------------------------------
 DM1928  Click here for local accuracies and other accuracy information.
 DM1928
 DM1928.The horizontal coordinates were established by GPS observations
 DM1928.and adjusted by the National Geodetic Survey in June 2012.
 DM1928
 DM1928.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DM1928.been affixed to the stable North American tectonic plate. See 
 DM1928.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DM1928
 DM1928.The horizontal coordinates are valid at the epoch date displayed above
 DM1928.which is a decimal equivalence of Year/Month/Day.
 DM1928
 DM1928.The orthometric height was determined by GPS observations and a
 DM1928.high-resolution geoid model using precise GPS observation and
 DM1928.processing techniques.
 DM1928
 DM1928.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM1928.GEOID18 height accuracy estimate available here.
 DM1928
 DM1928.Click photographs - Photos may exist for this station.
 DM1928
 DM1928.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DM1928
 DM1928.The Laplace correction was computed from DEFLEC18 derived deflections.
 DM1928
 DM1928.The ellipsoidal height was determined by GPS observations
 DM1928.and is referenced to NAD 83.
 DM1928
 DM1928. The following values were computed from the NAD 83(2011) position.
 DM1928
 DM1928;                    North         East     Units Scale Factor Converg.
 DM1928;SPC MN C     -   148,282.303   704,103.464   MT  1.00004628   -0 53 11.1
 DM1928;SPC MN C     -   486,489.52  2,310,046.11   sFT  1.00004628   -0 53 11.1
 DM1928;UTM  15      - 5,033,447.184   306,359.877   MT  1.00006104   -1 45 50.1
 DM1928
 DM1928!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DM1928!SPC MN C     -   0.99994527  x   1.00004628  =   0.99999155
 DM1928!UTM  15      -   0.99994527  x   1.00006104  =   1.00000631
 DM1928
 DM1928_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUL0635933447(NAD 83)
 DM1928
 DM1928                          SUPERSEDED SURVEY CONTROL
 DM1928
 DM1928  NAD 83(2007)-  45 25 39.79178(N)    095 28 31.37481(W) AD(2002.00) 1
 DM1928  ELLIP H (08/04/10)  349.140  (m)                       GP(2002.00) 3 1
 DM1928
 DM1928.Superseded values are not recommended for survey control.
 DM1928
 DM1928.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DM1928.See file dsdata.pdf to determine how the superseded data were derived.
 DM1928
 DM1928_MARKER: DD = SURVEY DISK
 DM1928_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DM1928_STAMPING: 22 RB 1966
 DM1928_MARK LOGO: USGS
 DM1928_PROJECTION: PROJECTING 3 CENTIMETERS
 DM1928_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT
 DM1928_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DM1928+STABILITY: SURFACE MOTION
 DM1928_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DM1928+SATELLITE: SATELLITE OBSERVATIONS - June 09, 2021
 DM1928
 DM1928  HISTORY     - Date     Condition        Report By
 DM1928  HISTORY     - 19660401 MONUMENTED       USGS
 DM1928  HISTORY     - 20090603 GOOD             MNDT
 DM1928  HISTORY     - 20210609 GOOD             MNDT
 DM1928
 DM1928                          STATION DESCRIPTION
 DM1928
 DM1928'DESCRIBED BY MN DEPT OF TRANSP 2009 (MPP)
 DM1928'THE MARK WAS RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.
 DM1928'THE MARK IS 13.3 MILES SOUTH OF STARBUCK, 12.5 MILES SOUTH ALONG TRUNK
 DM1928'HIGHWAY 29 FROM JUNCTION OF TRUNK HIGHWAY 29 AND TRUNK HIGHWAY 28 IN
 DM1928'STARBUCK TO JUNCTION OF COUNTY ROAD 4, THEN 4.3 MILES EAST ALONG
 DM1928'COUNTY ROAD 4 TO JUNCTION OF 267TH AVENUE, THEN 0.5 MILE SOUTH ON
 DM1928'267TH AVENUE TO JUNCTION OF 325TH STREET, THEN 0.1 MILE EAST ON 325TH
 DM1928'STREET TO JUNCTION OF 266TH AVENUE, THEN 0.4 MILE SOUTH ON 266TH
 DM1928'AVENUE, 176 FEET NORTH OF 330TH STREET, 39 FEET WEST OF 266TH AVENUE,
 DM1928'2.0 FEET NORTH OF WITNESS POST.
 DM1928
 DM1928                          STATION RECOVERY (2021)
 DM1928
 DM1928'RECOVERY NOTE BY MN DEPT OF TRANSP 2021 (KMS)
 DM1928'13.3 MI (21.4 KM) SOUTH OF STARBUCK, 12.5 MI (20.1 KM) SOUTH ALONG
 DM1928'TRUNK HIGHWAY 29 FROM THE JUNCTION OF TRUNK HIGHWAY 29 AND TRUNK
 DM1928'HIGHWAY 28 IN STARBUCK, THEN 4.3 MI (6.9 KM) EAST ALONG COUNTY ROAD 4,
 DM1928'THEN 0.5 MI (0.8 KM) SOUTH ON 267TH AVENUE, THEN 0.1 MI (0.2 KM) EAST
 DM1928'ON 325TH STREET, THEN 0.4 MI (0.6 KM) SOUTH ON 266TH AVENUE, 176.0 FT
 DM1928'(53.6 M) NORTH OF 330TH STREET, 39.0 FT (11.9 M) WEST OF 266TH AVENUE,
 DM1928'2.0 FT (0.6 M) NORTH OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DP7051 ***********************************************************************
 DP7051  DESIGNATION -  22 RWM RESET
 DP7051  PID         -  DP7051
 DP7051  STATE/COUNTY-  MN/WILKIN
 DP7051  COUNTRY     -  US
 DP7051  USGS QUAD   -  WOLVERTON (2019)
 DP7051
 DP7051                         *CURRENT SURVEY CONTROL
 DP7051  ______________________________________________________________________
 DP7051* NAD 83(2011) POSITION- 46 32 36.70269(N) 096 38 06.75011(W)   ADJUSTED
 DP7051* NAD 83(2011) ELLIP HT-   263.227 (meters)        (04/23/15)   ADJUSTED
 DP7051* NAD 83(2011) EPOCH   -  2010.00
 DP7051* NAVD 88 ORTHO HEIGHT -   289.7   (meters)      950.    (feet) GPS OBS
 DP7051  ______________________________________________________________________
 DP7051  NAVD 88 orthometric height was determined with geoid model    GEOID12A
 DP7051  GEOID HEIGHT    -        -26.507 (meters)                     GEOID12A
 DP7051  GEOID HEIGHT    -        -26.507 (meters)                     GEOID18
 DP7051  NAD 83(2011) X  -   -507,813.323 (meters)                     COMP
 DP7051  NAD 83(2011) Y  - -4,365,405.651 (meters)                     COMP
 DP7051  NAD 83(2011) Z  -  4,607,200.880 (meters)                     COMP
 DP7051  LAPLACE CORR    -         -1.26  (seconds)                    DEFLEC18
 DP7051
 DP7051  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DP7051  Standards:
 DP7051         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DP7051            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DP7051  -------------------------------------------------------------------
 DP7051  NETWORK    0.66   0.80           0.30   0.22   0.41      0.24502976
 DP7051  -------------------------------------------------------------------
 DP7051  Click here for local accuracies and other accuracy information.
 DP7051
 DP7051.The horizontal coordinates were established by GPS observations
 DP7051.and adjusted by the MN DEPT OF TRANSP in April 2015.
 DP7051
 DP7051.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DP7051.been affixed to the stable North American tectonic plate. See 
 DP7051.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DP7051
 DP7051.The horizontal coordinates are valid at the epoch date displayed above
 DP7051.which is a decimal equivalence of Year/Month/Day.
 DP7051
 DP7051.The orthometric height was determined by GPS observations and a
 DP7051.high-resolution geoid model.
 DP7051
 DP7051.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP7051.GEOID18 height accuracy estimate available here.
 DP7051
 DP7051.Click photographs - Photos may exist for this station.
 DP7051
 DP7051.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DP7051
 DP7051.The Laplace correction was computed from DEFLEC18 derived deflections.
 DP7051
 DP7051.The ellipsoidal height was determined by GPS observations
 DP7051.and is referenced to NAD 83.
 DP7051
 DP7051. The following values were computed from the NAD 83(2011) position.
 DP7051
 DP7051;                    North         East     Units Scale Factor Converg.
 DP7051;SPC MN C     -   274,312.612   617,092.093   MT  0.99992864   -1 43 31.6
 DP7051;SPC MN C     -   899,973.96  2,024,576.31   sFT  0.99992864   -1 43 31.6
 DP7051;UTM  14      - 5,157,156.883   681,307.361   MT  1.00000407   +1 43 01.4
 DP7051
 DP7051!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DP7051!SPC MN C     -   0.99995874  x   0.99992864  =   0.99988738
 DP7051!UTM  14      -   0.99995874  x   1.00000407  =   0.99996281
 DP7051
 DP7051_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPS8130757156(NAD 83)
 DP7051
 DP7051                          SUPERSEDED SURVEY CONTROL
 DP7051
 DP7051.No superseded survey control is available for this station.
 DP7051
 DP7051_MARKER: DD = SURVEY DISK
 DP7051_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 DP7051_STAMPING: 22 RWM 1964 RESET 1970
 DP7051_MARK LOGO: USGS
 DP7051_PROJECTION: PROJECTING 5 CENTIMETERS
 DP7051_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DP7051_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DP7051_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP7051+SATELLITE: SATELLITE OBSERVATIONS - June 23, 2021
 DP7051
 DP7051  HISTORY     - Date     Condition        Report By
 DP7051  HISTORY     - 19700401 MONUMENTED       USGS
 DP7051  HISTORY     - 20130806 GOOD             MNDT
 DP7051  HISTORY     - 20210623 GOOD             MNDT
 DP7051
 DP7051                          STATION DESCRIPTION
 DP7051
 DP7051'DESCRIBED BY MN DEPT OF TRANSP 2013 (JXJ)
 DP7051'4.88 MILES SOUTHEAST OF WOLVERTON, 0.34 MILE SOUTH ALONG TRUNK HIGHWAY
 DP7051'75 FROM JUNCTION OF TRUNK HIGHWAY 75 AND LIND AVENUE IN WOLVERTON,
 DP7051'THEN 4.65 MILES EAST ON COUNTY ROAD 30, THEN 1.0 MILE SOUTH ON COUNTY
 DP7051'ROAD 3, 65.1 FEET EAST OF COUNTY ROAD 3 (170TH AVENUE), 50.8 FEET
 DP7051'SOUTH OF 60TH STREET, 3.10 FEET SOUTH-SOUTHEAST OF POWER POLE, 1.80
 DP7051'FEET WEST-NORTHWEST OF RIGHT-OF-WAY POST.
 DP7051
 DP7051                          STATION RECOVERY (2021)
 DP7051
 DP7051'RECOVERY NOTE BY MN DEPT OF TRANSP 2021 (KMS)
 DP7051'4.88 MI (7.85 KM) SOUTHEAST OF WOLVERTON, 0.34 MI (0.55 KM) SOUTH
 DP7051'ALONG TRUNK HIGHWAY 75 FROM THE JUNCTION OF TRUNK HIGHWAY 75 AND LIND
 DP7051'AVENUE IN WOLVERTON, THEN 4.65 MI (7.48 KM) EAST ON COUNTY ROAD 30,
 DP7051'THEN 1.0 MI (1.6 KM) SOUTH ON COUNTY ROAD 3, 65.1 FT (19.8 M) EAST OF
 DP7051'COUNTY ROAD 3 (170TH AVENUE), 50.8 FT (15.5 M) SOUTH OF 60TH STREET,
 DP7051'3.10 FT (0.9 M) SOUTH-SOUTHEAST OF A POWER POLE, 1.0 FT (0.3 M) WEST
 DP7051'OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 PR0718 ***********************************************************************
 PR0718  DESIGNATION -  22 T
 PR0718  PID         -  PR0718
 PR0718  STATE/COUNTY-  MN/LINCOLN
 PR0718  COUNTRY     -  US
 PR0718  USGS QUAD   -  PORTER SW (2019)
 PR0718
 PR0718                         *CURRENT SURVEY CONTROL
 PR0718  ______________________________________________________________________
 PR0718* NAD 83(1996) POSITION- 44 30 12.61776(N) 096 11 11.32577(W)   ADJUSTED
 PR0718* NAVD 88 ORTHO HEIGHT -   486.01  (+/-2cm)     1594.5   (feet) VERTCON3
 PR0718  ______________________________________________________________________
 PR0718  GEOID HEIGHT    -        -26.266 (meters)                     GEOID18
 PR0718  LAPLACE CORR    -         -6.64  (seconds)                    DEFLEC18
 PR0718  HORZ ORDER      -  THIRD
 PR0718  VERT ORDER      -  THIRD ? (See Below)
 PR0718
 PR0718.The horizontal coordinates were established by classical geodetic methods
 PR0718.and adjusted by the National Geodetic Survey in March 1999.
 PR0718
 PR0718.The NAVD 88 height was computed by applying the VERTCON shift value to
 PR0718.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PR0718
 PR0718.Significant digits in the geoid height do not necessarily reflect accuracy.
 PR0718.GEOID18 height accuracy estimate available here.
 PR0718
 PR0718.The vertical order pertains to the NGVD 29 superseded value.
 PR0718
 PR0718.Click photographs - Photos may exist for this station.
 PR0718
 PR0718.The Laplace correction was computed from DEFLEC18 derived deflections.
 PR0718
 PR0718. The following values were computed from the NAD 83(1996) position.
 PR0718
 PR0718;                    North         East     Units Scale Factor Converg.
 PR0718;SPC MN S     -   269,381.575   626,154.958   MT  0.99992204   -1 31 57.2
 PR0718;SPC MN S     -   883,796.05  2,054,310.06   sFT  0.99992204   -1 31 57.2
 PR0718;UTM  14      - 4,931,649.252   723,656.841   MT  1.00021520   +1 58 22.7
 PR0718
 PR0718!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PR0718!SPC MN S     -   0.99992792  x   0.99992204  =   0.99984997
 PR0718!UTM  14      -   0.99992792  x   1.00021520  =   1.00014310
 PR0718
 PR0718_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQQ2365631649(NAD 83)
 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             485.77   (m)         1593.7    (f) LEVELING    3  
 PR0718
 PR0718.Superseded values are not recommended for survey control.
 PR0718
 PR0718.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PR0718.See file dsdata.pdf to determine how the superseded data were derived.
 PR0718
 PR0718_MARKER: DB = BENCH MARK DISK
 PR0718_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PR0718_STAMPING: 22 T 1960 1594
 PR0718_MARK LOGO: USGS
 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 = MARCH 21, 2026 06:05:54 EDT
 DK4298 ***********************************************************************
 DK4298  DESIGNATION -  2203 A
 DK4298  PID         -  DK4298
 DK4298  STATE/COUNTY-  MN/FARIBAULT
 DK4298  COUNTRY     -  US
 DK4298  USGS QUAD   -  KIESTER (2019)
 DK4298
 DK4298                         *CURRENT SURVEY CONTROL
 DK4298  ______________________________________________________________________
 DK4298* NAD 83(2011) POSITION- 43 33 28.09753(N) 093 42 29.73809(W)   ADJUSTED
 DK4298* NAD 83(2011) ELLIP HT-   356.462 (meters)        (05/01/24)   ADJUSTED
 DK4298* NAD 83(2011) EPOCH   -  2010.00
 DK4298* NAVD 88 ORTHO HEIGHT -   385.783 (meters)     1265.69  (feet) ADJUSTED
 DK4298  ______________________________________________________________________
 DK4298  GEOID HEIGHT    -        -29.330 (meters)                     GEOID18
 DK4298  NAD 83(2011) X  -   -299,433.095 (meters)                     COMP
 DK4298  NAD 83(2011) Y  - -4,620,034.244 (meters)                     COMP
 DK4298  NAD 83(2011) Z  -  4,372,863.737 (meters)                     COMP
 DK4298  LAPLACE CORR    -         -3.48  (seconds)                    DEFLEC18
 DK4298  DYNAMIC HEIGHT  -        385.683 (meters)     1265.36  (feet) COMP
 DK4298  MODELED GRAVITY -    980,350.8   (mgal)                       NAVD 88
 DK4298
 DK4298  VERT ORDER      -  SECOND    CLASS I
 DK4298
 DK4298  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DK4298  Standards:
 DK4298         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DK4298            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DK4298  -------------------------------------------------------------------
 DK4298  NETWORK    0.74   1.69           0.33   0.27   0.86     -0.12347893
 DK4298  -------------------------------------------------------------------
 DK4298  Click here for local accuracies and other accuracy information.
 DK4298
 DK4298.The horizontal coordinates were established by GPS observations
 DK4298.and adjusted by the MN DEPT OF TRANSP in May 2024.
 DK4298
 DK4298.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DK4298.been affixed to the stable North American tectonic plate. See 
 DK4298.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DK4298
 DK4298.The horizontal coordinates are valid at the epoch date displayed above
 DK4298.which is a decimal equivalence of Year/Month/Day.
 DK4298
 DK4298.The orthometric height was determined by differential leveling and
 DK4298.adjusted by the NATIONAL GEODETIC SURVEY
 DK4298.in April 2020.
 DK4298
 DK4298.Significant digits in the geoid height do not necessarily reflect accuracy.
 DK4298.GEOID18 height accuracy estimate available here.
 DK4298
 DK4298.Click photographs - Photos may exist for this station.
 DK4298
 DK4298.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DK4298
 DK4298.The Laplace correction was computed from DEFLEC18 derived deflections.
 DK4298
 DK4298.The ellipsoidal height was determined by GPS observations
 DK4298.and is referenced to NAD 83.
 DK4298
 DK4298.The dynamic height is computed by dividing the NAVD 88
 DK4298.geopotential number by the normal gravity value computed on the
 DK4298.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK4298.degrees latitude (g = 980.6199 gals.).
 DK4298
 DK4298.The modeled gravity was interpolated from observed gravity values.
 DK4298
 DK4298. The following values were computed from the NAD 83(2011) position.
 DK4298
 DK4298;                    North         East     Units Scale Factor Converg.
 DK4298;SPC MN S     -   162,022.540   823,573.675   MT  1.00005649   +0 12 16.2
 DK4298;SPC MN S     -   531,568.95  2,702,007.97   sFT  1.00005649   +0 12 16.2
 DK4298;UTM  15      - 4,823,004.752   442,795.729   MT  0.99964025   -0 29 17.0
 DK4298
 DK4298!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DK4298!SPC MN S     -   0.99994411  x   1.00005649  =   1.00000059
 DK4298!UTM  15      -   0.99994411  x   0.99964025  =   0.99958438
 DK4298
 DK4298_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVJ4279523004(NAD 83)
 DK4298
 DK4298                          SUPERSEDED SURVEY CONTROL
 DK4298
 DK4298  NAVD 88 (10/06/08)  385.810  (m)         1265.78   (f) SUPERSEDED  2 1
 DK4298
 DK4298.Superseded values are not recommended for survey control.
 DK4298
 DK4298.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK4298.See file dsdata.pdf to determine how the superseded data were derived.
 DK4298
 DK4298_MARKER: DD = SURVEY DISK
 DK4298_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DK4298_STAMPING: 2203 A 2005
 DK4298_MARK LOGO: MNDT
 DK4298_PROJECTION: RECESSED 8 CENTIMETERS
 DK4298_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DK4298_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DK4298_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DK4298+SATELLITE: SATELLITE OBSERVATIONS - August 10, 2023
 DK4298_ROD/PIPE-DEPTH: 13.7 meters
 DK4298
 DK4298  HISTORY     - Date     Condition        Report By
 DK4298  HISTORY     - 2005     MONUMENTED       MNDT
 DK4298  HISTORY     - 20180717 GOOD             MNDT
 DK4298  HISTORY     - 20201130 GOOD             MNDT
 DK4298  HISTORY     - 20230810 GOOD             MNDT
 DK4298
 DK4298                          STATION DESCRIPTION
 DK4298
 DK4298'DESCRIBED BY MN DEPT OF TRANSP 2005
 DK4298'1.5 MI (2.4 KM) NORTH OF KIESTER, 1.50 MI (2.4 KM) NORTH ALONG TRUNK
 DK4298'HIGHWAY 22 FROM THE JUNCTION OF TRUNK HIGHWAY 22 AND COUNTY ROAD 2 IN
 DK4298'KIESTER, AT TRUNK HIGHWAY 22 MILE POINT 4.25, 58.1 FT (17.7 M) WEST OF
 DK4298'TRUNK HIGHWAY 22, 46.4 FT (14.1 M) NORTH OF 50TH STREET, 13.5 FT (4.1
 DK4298'M) NORTH OF A POWER POLE, 13.4 FT (4.1 M) NORTH OF A WITNESS POST.
 DK4298
 DK4298                          STATION RECOVERY (2018)
 DK4298
 DK4298'RECOVERY NOTE BY MN DEPT OF TRANSP 2018 (KMS)
 DK4298'1.5 MI (2.4 KM) NORTH OF KIESTER, 1.5 MI (2.4 KM) NORTH ALONG TRUNK
 DK4298'HIGHWAY 22 FROM THE JUNCTION OF TRUNK HIGHWAY 22 AND COUNTY ROAD 2 IN
 DK4298'KIESTER, AT TRUNK HIGHWAY 22 MILE POINT 4.25, 58.1 FT (17.7 M) WEST OF
 DK4298'TRUNK HIGHWAY 22, 46.4 FT (14.1 M) NORTH OF 50TH STREET, 13.5 FT (4.1
 DK4298'M) NORTH OF A POWER POLE, 13.4 FT (4.1 M) NORTH OF A WITNESS POST.  AT
 DK4298'THE SOUTHEAST CORNER OF THE FAIRVIEW CEMETERY.
 DK4298
 DK4298                          STATION RECOVERY (2020)
 DK4298
 DK4298'RECOVERY NOTE BY MN DEPT OF TRANSP 2020 (KMS)
 DK4298'RECOVERED IN GOOD CONDITION.
 DK4298
 DK4298                          STATION RECOVERY (2023)
 DK4298
 DK4298'RECOVERY NOTE BY MN DEPT OF TRANSP 2023 (LXG)
 DK4298'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DK4297 ***********************************************************************
 DK4297  DESIGNATION -  2203 B
 DK4297  PID         -  DK4297
 DK4297  STATE/COUNTY-  MN/FARIBAULT
 DK4297  COUNTRY     -  US
 DK4297  USGS QUAD   -  KIESTER (2019)
 DK4297
 DK4297                         *CURRENT SURVEY CONTROL
 DK4297  ______________________________________________________________________
 DK4297* NAD 83(2011) POSITION- 43 34 20.60845(N) 093 42 30.41058(W)   ADJUSTED
 DK4297* NAD 83(2011) ELLIP HT-   380.547 (meters)        (05/01/24)   ADJUSTED
 DK4297* NAD 83(2011) EPOCH   -  2010.00
 DK4297* NAVD 88 ORTHO HEIGHT -   409.847 (meters)     1344.64  (feet) ADJUSTED
 DK4297  ______________________________________________________________________
 DK4297  GEOID HEIGHT    -        -29.315 (meters)                     GEOID18
 DK4297  NAD 83(2011) X  -   -299,377.043 (meters)                     COMP
 DK4297  NAD 83(2011) Y  - -4,618,936.075 (meters)                     COMP
 DK4297  NAD 83(2011) Z  -  4,374,054.677 (meters)                     COMP
 DK4297  LAPLACE CORR    -         -3.53  (seconds)                    DEFLEC18
 DK4297  DYNAMIC HEIGHT  -        409.743 (meters)     1344.30  (feet) COMP
 DK4297  MODELED GRAVITY -    980,352.9   (mgal)                       NAVD 88
 DK4297
 DK4297  VERT ORDER      -  SECOND    CLASS I
 DK4297
 DK4297  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DK4297  Standards:
 DK4297         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DK4297            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DK4297  -------------------------------------------------------------------
 DK4297  NETWORK    0.74   1.59           0.33   0.27   0.81     -0.10071106
 DK4297  -------------------------------------------------------------------
 DK4297  Click here for local accuracies and other accuracy information.
 DK4297
 DK4297.The horizontal coordinates were established by GPS observations
 DK4297.and adjusted by the MN DEPT OF TRANSP in May 2024.
 DK4297
 DK4297.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DK4297.been affixed to the stable North American tectonic plate. See 
 DK4297.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DK4297
 DK4297.The horizontal coordinates are valid at the epoch date displayed above
 DK4297.which is a decimal equivalence of Year/Month/Day.
 DK4297
 DK4297.The orthometric height was determined by differential leveling and
 DK4297.adjusted by the NATIONAL GEODETIC SURVEY
 DK4297.in April 2020.
 DK4297
 DK4297.Significant digits in the geoid height do not necessarily reflect accuracy.
 DK4297.GEOID18 height accuracy estimate available here.
 DK4297
 DK4297.Click photographs - Photos may exist for this station.
 DK4297
 DK4297.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DK4297
 DK4297.The Laplace correction was computed from DEFLEC18 derived deflections.
 DK4297
 DK4297.The ellipsoidal height was determined by GPS observations
 DK4297.and is referenced to NAD 83.
 DK4297
 DK4297.The dynamic height is computed by dividing the NAVD 88
 DK4297.geopotential number by the normal gravity value computed on the
 DK4297.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK4297.degrees latitude (g = 980.6199 gals.).
 DK4297
 DK4297.The modeled gravity was interpolated from observed gravity values.
 DK4297
 DK4297. The following values were computed from the NAD 83(2011) position.
 DK4297
 DK4297;                    North         East     Units Scale Factor Converg.
 DK4297;SPC MN S     -   163,643.164   823,552.800   MT  1.00005237   +0 12 15.7
 DK4297;SPC MN S     -   536,885.95  2,701,939.48   sFT  1.00005237   +0 12 15.7
 DK4297;UTM  15      - 4,824,624.839   442,794.446   MT  0.99964025   -0 29 18.0
 DK4297
 DK4297!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DK4297!SPC MN S     -   0.99994033  x   1.00005237  =   0.99999270
 DK4297!UTM  15      -   0.99994033  x   0.99964025  =   0.99958060
 DK4297
 DK4297_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVJ4279424624(NAD 83)
 DK4297
 DK4297                          SUPERSEDED SURVEY CONTROL
 DK4297
 DK4297  NAVD 88 (10/06/08)  409.869  (m)         1344.71   (f) SUPERSEDED  2 1
 DK4297
 DK4297.Superseded values are not recommended for survey control.
 DK4297
 DK4297.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK4297.See file dsdata.pdf to determine how the superseded data were derived.
 DK4297
 DK4297_MARKER: DD = SURVEY DISK
 DK4297_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DK4297_STAMPING: 2203 B 2005
 DK4297_MARK LOGO: MNDT
 DK4297_PROJECTION: FLUSH
 DK4297_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DK4297_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DK4297_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DK4297+SATELLITE: SATELLITE OBSERVATIONS - August 10, 2023
 DK4297_ROD/PIPE-DEPTH: 7.6 meters
 DK4297
 DK4297  HISTORY     - Date     Condition        Report By
 DK4297  HISTORY     - 2005     MONUMENTED       MNDT
 DK4297  HISTORY     - 20180717 GOOD             MNDT
 DK4297  HISTORY     - 20230810 GOOD             MNDT
 DK4297
 DK4297                          STATION DESCRIPTION
 DK4297
 DK4297'DESCRIBED BY MN DEPT OF TRANSP 2005
 DK4297'2.50 MI (4.0 KM) NORTH OF KIESTER, 2.50 MI (4.0 KM) NORTH ALONG TRUNK
 DK4297'HIGHWAY 22 FROM THE JUNCTION OF TRUNK HIGHWAY 22 AND COUNTY ROAD 2 IN
 DK4297'KIESTER, AT TRUNK HIGHWAY 22 MILE POINT 5.30, 63.2 FT (19.3 M) WEST OF
 DK4297'TRUNK HIGHWAY 22, 80.2 FT (24.4 M) NORTH 60TH STREET, 37.4 FT (11.4 M)
 DK4297'NORTH OF A POWER POLE, 1.0 FT (0.3 M) EAST OF A WITNESS POST.
 DK4297
 DK4297                          STATION RECOVERY (2018)
 DK4297
 DK4297'RECOVERY NOTE BY MN DEPT OF TRANSP 2018 (KMS)
 DK4297'2.5 MI (4.0 KM) NORTH OF KIESTER, 2.5 MI (4.0 KM) NORTH ALONG TRUNK
 DK4297'HIGHWAY 22 FROM THE JUNCTION OF TRUNK HIGHWAY 22 AND COUNTY ROAD 2 IN
 DK4297'KIESTER, AT TRUNK HIGHWAY 22 MILE POINT 5.30, 63.2 FT (19.3 M) WEST OF
 DK4297'TRUNK HIGHWAY 22, 80.2 FT (24.4 M) NORTH OF 60TH STREET, 37.4 FT (11.4
 DK4297'M) NORTH OF A POWER POLE WITH THREE GUY WIRES, 1.0 FT (0.3 M) EAST OF
 DK4297'A WITNESS POST.
 DK4297
 DK4297                          STATION RECOVERY (2023)
 DK4297
 DK4297'RECOVERY NOTE BY MN DEPT OF TRANSP 2023 (LXG)
 DK4297'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DK4296 ***********************************************************************
 DK4296  DESIGNATION -  2203 C
 DK4296  PID         -  DK4296
 DK4296  STATE/COUNTY-  MN/FARIBAULT
 DK4296  COUNTRY     -  US
 DK4296  USGS QUAD   -  KIESTER (2019)
 DK4296
 DK4296                         *CURRENT SURVEY CONTROL
 DK4296  ______________________________________________________________________
 DK4296* NAD 83(2011) POSITION- 43 36 04.58344(N) 093 42 30.45470(W)   ADJUSTED
 DK4296* NAD 83(2011) ELLIP HT-   337.345 (meters)        (05/01/24)   ADJUSTED
 DK4296* NAD 83(2011) EPOCH   -  2010.00
 DK4296* NAVD 88 ORTHO HEIGHT -   366.623 (meters)     1202.83  (feet) ADJUSTED
 DK4296  ______________________________________________________________________
 DK4296  GEOID HEIGHT    -        -29.300 (meters)                     GEOID18
 DK4296  NAD 83(2011) X  -   -299,232.902 (meters)                     COMP
 DK4296  NAD 83(2011) Y  - -4,616,696.903 (meters)                     COMP
 DK4296  NAD 83(2011) Z  -  4,376,349.329 (meters)                     COMP
 DK4296  LAPLACE CORR    -         -3.91  (seconds)                    DEFLEC18
 DK4296  DYNAMIC HEIGHT  -        366.531 (meters)     1202.53  (feet) COMP
 DK4296  MODELED GRAVITY -    980,356.7   (mgal)                       NAVD 88
 DK4296
 DK4296  VERT ORDER      -  SECOND    CLASS I
 DK4296
 DK4296  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DK4296  Standards:
 DK4296         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DK4296            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DK4296  -------------------------------------------------------------------
 DK4296  NETWORK    0.74   1.65           0.33   0.27   0.84     -0.10439775
 DK4296  -------------------------------------------------------------------
 DK4296  Click here for local accuracies and other accuracy information.
 DK4296
 DK4296.The horizontal coordinates were established by GPS observations
 DK4296.and adjusted by the MN DEPT OF TRANSP in May 2024.
 DK4296
 DK4296.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DK4296.been affixed to the stable North American tectonic plate. See 
 DK4296.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DK4296
 DK4296.The horizontal coordinates are valid at the epoch date displayed above
 DK4296.which is a decimal equivalence of Year/Month/Day.
 DK4296
 DK4296.The orthometric height was determined by differential leveling and
 DK4296.adjusted by the NATIONAL GEODETIC SURVEY
 DK4296.in April 2020.
 DK4296
 DK4296.Significant digits in the geoid height do not necessarily reflect accuracy.
 DK4296.GEOID18 height accuracy estimate available here.
 DK4296
 DK4296.Click photographs - Photos may exist for this station.
 DK4296
 DK4296.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DK4296
 DK4296.The Laplace correction was computed from DEFLEC18 derived deflections.
 DK4296
 DK4296.The ellipsoidal height was determined by GPS observations
 DK4296.and is referenced to NAD 83.
 DK4296
 DK4296.The dynamic height is computed by dividing the NAVD 88
 DK4296.geopotential number by the normal gravity value computed on the
 DK4296.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK4296.degrees latitude (g = 980.6199 gals.).
 DK4296
 DK4296.The modeled gravity was interpolated from observed gravity values.
 DK4296
 DK4296. The following values were computed from the NAD 83(2011) position.
 DK4296
 DK4296;                    North         East     Units Scale Factor Converg.
 DK4296;SPC MN S     -   166,852.200   823,540.365   MT  1.00004442   +0 12 15.7
 DK4296;SPC MN S     -   547,414.26  2,701,898.68   sFT  1.00004442   +0 12 15.7
 DK4296;UTM  15      - 4,827,832.481   442,820.803   MT  0.99964021   -0 29 18.9
 DK4296
 DK4296!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DK4296!SPC MN S     -   0.99994710  x   1.00004442  =   0.99999152
 DK4296!UTM  15      -   0.99994710  x   0.99964021  =   0.99958733
 DK4296
 DK4296_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVJ4282027832(NAD 83)
 DK4296
 DK4296                          SUPERSEDED SURVEY CONTROL
 DK4296
 DK4296  NAVD 88 (10/06/08)  366.644  (m)         1202.90   (f) SUPERSEDED  2 1
 DK4296
 DK4296.Superseded values are not recommended for survey control.
 DK4296
 DK4296.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK4296.See file dsdata.pdf to determine how the superseded data were derived.
 DK4296
 DK4296_MARKER: DD = SURVEY DISK
 DK4296_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DK4296_STAMPING: 2203 C 2005
 DK4296_MARK LOGO: MNDT
 DK4296_PROJECTION: FLUSH
 DK4296_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DK4296_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DK4296_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DK4296+SATELLITE: SATELLITE OBSERVATIONS - August 10, 2023
 DK4296_ROD/PIPE-DEPTH: 18.3 meters
 DK4296
 DK4296  HISTORY     - Date     Condition        Report By
 DK4296  HISTORY     - 2005     MONUMENTED       MNDT
 DK4296  HISTORY     - 20180717 GOOD             MNDT
 DK4296  HISTORY     - 20201130 GOOD             MNDT
 DK4296  HISTORY     - 20230810 GOOD             MNDT
 DK4296
 DK4296                          STATION DESCRIPTION
 DK4296
 DK4296'DESCRIBED BY MN DEPT OF TRANSP 2005
 DK4296'4.50 MI (7.2 KM) NORTH OF KIESTER, 4.50 MI (7.2 KM) NORTH ALONG TRUNK
 DK4296'HIGHWAY 22 FROM THE JUNCTION OF TRUNK HIGHWAY 22 AND COUNTY ROAD 2 IN
 DK4296'KIESTER, AT TRUNK HIGHWAY 22 MILE POINT 7.30, 73.1 FT (22.3 M) WEST OF
 DK4296'TRUNK HIGHWAY 22, 52.3 FT (15.9 M) NORTH OF 80TH STREET, 20.8 FT (6.3
 DK4296'M) NORTH-NORTHEAST OF POWERPOLE, 0.9 FT (0.3 M) EAST OF A WITNESS
 DK4296'POST.
 DK4296
 DK4296                          STATION RECOVERY (2018)
 DK4296
 DK4296'RECOVERY NOTE BY MN DEPT OF TRANSP 2018 (KMS)
 DK4296'4.5 MI (7.2 KM) NORTH OF KIESTER, 4.5 MI (7.2 KM) NORTH ALONG TRUNK
 DK4296'HIGHWAY 22 FROM THE JUNCTION OF TRUNK HIGHWAY 22 AND COUNTY ROAD 2 IN
 DK4296'KIESTER, AT TRUNK HIGHWAY 22 MILE POINT 7.30, 73.1 FT (22.3 M) WEST OF
 DK4296'TRUNK HIGHWAY 22, 52.3 FT (15.9 M) NORTH OF 80TH STREET, 20.8 FT (6.3
 DK4296'M) NORTH-NORTHEAST OF A POWER POLE, 1.0 FT (0.3 M) EAST OF A WITNESS
 DK4296'POST.
 DK4296
 DK4296                          STATION RECOVERY (2020)
 DK4296
 DK4296'RECOVERY NOTE BY MN DEPT OF TRANSP 2020 (KMS)
 DK4296'RECOVERED IN GOOD CONDITION.
 DK4296
 DK4296                          STATION RECOVERY (2023)
 DK4296
 DK4296'RECOVERY NOTE BY MN DEPT OF TRANSP 2023 (CXR)
 DK4296'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DK4295 ***********************************************************************
 DK4295  DESIGNATION -  2203 D
 DK4295  PID         -  DK4295
 DK4295  STATE/COUNTY-  MN/FARIBAULT
 DK4295  COUNTRY     -  US
 DK4295  USGS QUAD   -  KIESTER (2019)
 DK4295
 DK4295                         *CURRENT SURVEY CONTROL
 DK4295  ______________________________________________________________________
 DK4295* NAD 83(2011) POSITION- 43 36 55.83210(N) 093 42 28.22363(W)   ADJUSTED
 DK4295* NAD 83(2011) ELLIP HT-   340.797 (meters)        (05/01/24)   ADJUSTED
 DK4295* NAD 83(2011) EPOCH   -  2010.00
 DK4295* NAVD 88 ORTHO HEIGHT -   370.084 (meters)     1214.18  (feet) ADJUSTED
 DK4295  ______________________________________________________________________
 DK4295  GEOID HEIGHT    -        -29.296 (meters)                     GEOID18
 DK4295  NAD 83(2011) X  -   -299,112.576 (meters)                     COMP
 DK4295  NAD 83(2011) Y  - -4,615,613.950 (meters)                     COMP
 DK4295  NAD 83(2011) Z  -  4,377,497.002 (meters)                     COMP
 DK4295  LAPLACE CORR    -         -4.20  (seconds)                    DEFLEC18
 DK4295  DYNAMIC HEIGHT  -        369.992 (meters)     1213.88  (feet) COMP
 DK4295  MODELED GRAVITY -    980,358.4   (mgal)                       NAVD 88
 DK4295
 DK4295  VERT ORDER      -  SECOND    CLASS I
 DK4295
 DK4295  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DK4295  Standards:
 DK4295         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DK4295            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DK4295  -------------------------------------------------------------------
 DK4295  NETWORK    0.76   1.65           0.34   0.27   0.84     -0.08004982
 DK4295  -------------------------------------------------------------------
 DK4295  Click here for local accuracies and other accuracy information.
 DK4295
 DK4295.The horizontal coordinates were established by GPS observations
 DK4295.and adjusted by the MN DEPT OF TRANSP in May 2024.
 DK4295
 DK4295.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DK4295.been affixed to the stable North American tectonic plate. See 
 DK4295.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DK4295
 DK4295.The horizontal coordinates are valid at the epoch date displayed above
 DK4295.which is a decimal equivalence of Year/Month/Day.
 DK4295
 DK4295.The orthometric height was determined by differential leveling and
 DK4295.adjusted by the NATIONAL GEODETIC SURVEY
 DK4295.in April 2020.
 DK4295
 DK4295.Significant digits in the geoid height do not necessarily reflect accuracy.
 DK4295.GEOID18 height accuracy estimate available here.
 DK4295
 DK4295.Click photographs - Photos may exist for this station.
 DK4295
 DK4295.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DK4295
 DK4295.The Laplace correction was computed from DEFLEC18 derived deflections.
 DK4295
 DK4295.The ellipsoidal height was determined by GPS observations
 DK4295.and is referenced to NAD 83.
 DK4295
 DK4295.The dynamic height is computed by dividing the NAVD 88
 DK4295.geopotential number by the normal gravity value computed on the
 DK4295.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK4295.degrees latitude (g = 980.6199 gals.).
 DK4295
 DK4295.The modeled gravity was interpolated from observed gravity values.
 DK4295
 DK4295. The following values were computed from the NAD 83(2011) position.
 DK4295
 DK4295;                    North         East     Units Scale Factor Converg.
 DK4295;SPC MN S     -   168,434.092   823,584.752   MT  1.00004058   +0 12 17.2
 DK4295;SPC MN S     -   552,604.18  2,702,044.31   sFT  1.00004058   +0 12 17.2
 DK4295;UTM  15      - 4,829,413.084   442,884.295   MT  0.99964013   -0 29 17.9
 DK4295
 DK4295!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DK4295!SPC MN S     -   0.99994656  x   1.00004058  =   0.99998714
 DK4295!UTM  15      -   0.99994656  x   0.99964013  =   0.99958671
 DK4295
 DK4295_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVJ4288429413(NAD 83)
 DK4295
 DK4295                          SUPERSEDED SURVEY CONTROL
 DK4295
 DK4295  NAVD 88 (10/06/08)  370.105  (m)         1214.25   (f) SUPERSEDED  2 1
 DK4295
 DK4295.Superseded values are not recommended for survey control.
 DK4295
 DK4295.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK4295.See file dsdata.pdf to determine how the superseded data were derived.
 DK4295
 DK4295_MARKER: DD = SURVEY DISK
 DK4295_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DK4295_STAMPING: 2203 D 2005
 DK4295_MARK LOGO: MNDT
 DK4295_PROJECTION: RECESSED 8 CENTIMETERS
 DK4295_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DK4295_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DK4295_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DK4295+SATELLITE: SATELLITE OBSERVATIONS - August 10, 2023
 DK4295_ROD/PIPE-DEPTH: 10.7 meters
 DK4295
 DK4295  HISTORY     - Date     Condition        Report By
 DK4295  HISTORY     - 2005     MONUMENTED       MNDT
 DK4295  HISTORY     - 20180717 GOOD             MNDT
 DK4295  HISTORY     - 20230810 GOOD             MNDT
 DK4295
 DK4295                          STATION DESCRIPTION
 DK4295
 DK4295'DESCRIBED BY MN DEPT OF TRANSP 2005
 DK4295'5.50 MI (8.8 KM) NORTH OF KIESTER, 5.30 MI (8.5 KM) NORTH ALONG TRUNK
 DK4295'HIGHWAY 22 FROM THE JUNCTION OF TRUNK HIGHWAY 22 AND COUNTY ROAD 2 IN
 DK4295'KIESTER, AT TRUNK HIGHWAY 22 MILE POINT 8.25, 73.6 FT (22.4 M) EAST OF
 DK4295'TRUNK HIGHWAY 22, 34.5 FT (10.5 M) SOUTH OF EXTENDED 90TH STREET, 32.2
 DK4295'FT (9.8 M) NORTH OF POWERPOLE, 1.0 FT (0.3 M) WEST OF A WITNESS POST.
 DK4295
 DK4295                          STATION RECOVERY (2018)
 DK4295
 DK4295'RECOVERY NOTE BY MN DEPT OF TRANSP 2018 (KMS)
 DK4295'5.5 MI (8.8 KM) NORTH OF KIESTER, 5.3 MI (8.5 KM) NORTH ALONG TRUNK
 DK4295'HIGHWAY 22 FROM THE JUNCTION OF TRUNK HIGHWAY 22 AND COUNTY ROAD 2 IN
 DK4295'KIESTER, AT TRUNK HIGHWAY 22 MILE POINT 8.25, 73.6 FT (22.4 M) EAST OF
 DK4295'TRUNK HIGHWAY 22, 34.5 FT (10.5 M) SOUTH OF 90TH STREET EXTENDED, 32.2
 DK4295'FT (9.8 M) NORTH OF A POWER POLE, 1.0 FT (0.3 M) WEST OF A WITNESS
 DK4295'POST.
 DK4295
 DK4295                          STATION RECOVERY (2023)
 DK4295
 DK4295'RECOVERY NOTE BY MN DEPT OF TRANSP 2023 (SXR)
 DK4295'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DK4294 ***********************************************************************
 DK4294  DESIGNATION -  2203 E
 DK4294  PID         -  DK4294
 DK4294  STATE/COUNTY-  MN/FARIBAULT
 DK4294  COUNTRY     -  US
 DK4294  USGS QUAD   -  WELLS (2019)
 DK4294
 DK4294                         *CURRENT SURVEY CONTROL
 DK4294  ______________________________________________________________________
 DK4294* NAD 83(2011) POSITION- 43 38 41.06888(N) 093 42 30.33726(W)   ADJUSTED
 DK4294* NAD 83(2011) ELLIP HT-   327.289 (meters)        (05/01/24)   ADJUSTED
 DK4294* NAD 83(2011) EPOCH   -  2010.00
 DK4294* NAVD 88 ORTHO HEIGHT -   356.561 (meters)     1169.82  (feet) ADJUSTED
 DK4294  ______________________________________________________________________
 DK4294  GEOID HEIGHT    -        -29.288 (meters)                     GEOID18
 DK4294  NAD 83(2011) X  -   -299,014.285 (meters)                     COMP
 DK4294  NAD 83(2011) Y  - -4,613,364.672 (meters)                     COMP
 DK4294  NAD 83(2011) Z  -  4,379,838.644 (meters)                     COMP
 DK4294  LAPLACE CORR    -         -4.21  (seconds)                    DEFLEC18
 DK4294  DYNAMIC HEIGHT  -        356.473 (meters)     1169.53  (feet) COMP
 DK4294  MODELED GRAVITY -    980,361.8   (mgal)                       NAVD 88
 DK4294
 DK4294  VERT ORDER      -  SECOND    CLASS I
 DK4294
 DK4294  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DK4294  Standards:
 DK4294         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DK4294            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DK4294  -------------------------------------------------------------------
 DK4294  NETWORK    0.75   1.63           0.34   0.26   0.83     -0.07568999
 DK4294  -------------------------------------------------------------------
 DK4294  Click here for local accuracies and other accuracy information.
 DK4294
 DK4294.The horizontal coordinates were established by GPS observations
 DK4294.and adjusted by the MN DEPT OF TRANSP in May 2024.
 DK4294
 DK4294.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DK4294.been affixed to the stable North American tectonic plate. See 
 DK4294.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DK4294
 DK4294.The horizontal coordinates are valid at the epoch date displayed above
 DK4294.which is a decimal equivalence of Year/Month/Day.
 DK4294
 DK4294.The orthometric height was determined by differential leveling and
 DK4294.adjusted by the NATIONAL GEODETIC SURVEY
 DK4294.in May 2019.
 DK4294
 DK4294.Significant digits in the geoid height do not necessarily reflect accuracy.
 DK4294.GEOID18 height accuracy estimate available here.
 DK4294
 DK4294.Click photographs - Photos may exist for this station.
 DK4294
 DK4294.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DK4294
 DK4294.The Laplace correction was computed from DEFLEC18 derived deflections.
 DK4294
 DK4294.The ellipsoidal height was determined by GPS observations
 DK4294.and is referenced to NAD 83.
 DK4294
 DK4294.The dynamic height is computed by dividing the NAVD 88
 DK4294.geopotential number by the normal gravity value computed on the
 DK4294.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK4294.degrees latitude (g = 980.6199 gals.).
 DK4294
 DK4294.The modeled gravity was interpolated from observed gravity values.
 DK4294
 DK4294. The following values were computed from the NAD 83(2011) position.
 DK4294
 DK4294;                    North         East     Units Scale Factor Converg.
 DK4294;SPC MN S     -   171,681.892   823,525.771   MT  1.00003291   +0 12 15.7
 DK4294;SPC MN S     -   563,259.67  2,701,850.80   sFT  1.00003291   +0 12 15.7
 DK4294;UTM  15      - 4,832,660.072   442,864.619   MT  0.99964015   -0 29 20.3
 DK4294
 DK4294!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DK4294!SPC MN S     -   0.99994868  x   1.00003291  =   0.99998159
 DK4294!UTM  15      -   0.99994868  x   0.99964015  =   0.99958885
 DK4294
 DK4294_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVJ4286432660(NAD 83)
 DK4294
 DK4294                          SUPERSEDED SURVEY CONTROL
 DK4294
 DK4294  NAVD 88 (10/06/08)  356.583  (m)         1169.89   (f) SUPERSEDED  2 1
 DK4294
 DK4294.Superseded values are not recommended for survey control.
 DK4294
 DK4294.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK4294.See file dsdata.pdf to determine how the superseded data were derived.
 DK4294
 DK4294_MARKER: DD = SURVEY DISK
 DK4294_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DK4294_STAMPING: 2203 E 2005
 DK4294_MARK LOGO: MNDT
 DK4294_PROJECTION: FLUSH
 DK4294_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DK4294_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DK4294_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DK4294+SATELLITE: SATELLITE OBSERVATIONS - August 14, 2023
 DK4294_ROD/PIPE-DEPTH: 7.6 meters
 DK4294
 DK4294  HISTORY     - Date     Condition        Report By
 DK4294  HISTORY     - 2005     MONUMENTED       MNDT
 DK4294  HISTORY     - 20160706 GOOD             MNDT
 DK4294  HISTORY     - 20180717 GOOD             MNDT
 DK4294  HISTORY     - 20201130 GOOD             MNDT
 DK4294  HISTORY     - 20230814 GOOD             MNDT
 DK4294
 DK4294                          STATION DESCRIPTION
 DK4294
 DK4294'DESCRIBED BY MN DEPT OF TRANSP 2005
 DK4294'7.5 MI (12.1 KM) NORTH OF KIESTER, 7.60 MI (12.2 KM) ALONG TRUNK
 DK4294'HIGHWAY 22 FROM THE JUNCTION OF TRUNK HIGHWAY 22 AND COUNTY ROAD 2 IN
 DK4294'KIESTER, AT TRUNK HIGHWAY 22 MILE POINT 10.30, 63.5 FT (19.4 M) WEST
 DK4294'OF TRUNK HIGHWAY 22, 45.2 FT (13.8 M) NORTH OF A FIELD ENTRANCE, 6.7
 DK4294'FT (2.0 M) SOUTH OF CABLE PEDESTAL NUMBER 100 47.7, 1.0 FT (0.3 M)
 DK4294'EAST OF A WITNESS POST.
 DK4294
 DK4294                          STATION RECOVERY (2016)
 DK4294
 DK4294'RECOVERY NOTE BY MN DEPT OF TRANSP 2016 (KDJ)
 DK4294'RECOVERED AS DESCRIBED.
 DK4294
 DK4294                          STATION RECOVERY (2018)
 DK4294
 DK4294'RECOVERY NOTE BY MN DEPT OF TRANSP 2018 (KMS)
 DK4294'7.5 MI (12.1 KM) NORTH OF KIESTER, 7.6 MI (12.2 KM) ALONG TRUNK
 DK4294'HIGHWAY 22 FROM THE JUNCTION OF TRUNK HIGHWAY 22 AND COUNTY ROAD 2 IN
 DK4294'KIESTER, AT TRUNK HIGHWAY 22 MILE POINT 10.30, 63.5 FT (19.4 M) WEST
 DK4294'OF TRUNK HIGHWAY 22, 45.2 FT (13.8 M) NORTH OF A FIELD ENTRANCE, 6.7
 DK4294'FT (2.0 M) SOUTH OF CABLE PEDESTAL NUMBER 100 47.7, 1.0 FT (0.3 M)
 DK4294'EAST OF A WITNESS POST.
 DK4294
 DK4294                          STATION RECOVERY (2020)
 DK4294
 DK4294'RECOVERY NOTE BY MN DEPT OF TRANSP 2020 (KMS)
 DK4294'7.5 MI (12.1 KM) NORTH OF KIESTER, 7.6 MI (12.2 KM) NORTH ALONG TRUNK
 DK4294'HIGHWAY 22 FROM THE JUNCTION OF TRUNK HIGHWAY 22 AND COUNTY ROAD 2 IN
 DK4294'KIESTER, AT TRUNK HIGHWAY 22 MILE POINT 10.30, 63.5 FT (19.4 M) WEST
 DK4294'OF TRUNK HIGHWAY 22, 45.2 FT (13.8 M) NORTH OF A FIELD ENTRANCE, 6.7
 DK4294'FT (2.0 M) SOUTH OF CABLE PEDESTAL NUMBER 100 47.7, 1.0 FT (0.3 M)
 DK4294'EAST OF A WITNESS POST.
 DK4294
 DK4294                          STATION RECOVERY (2023)
 DK4294
 DK4294'RECOVERY NOTE BY MN DEPT OF TRANSP 2023 (AXD)
 DK4294'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DR3007 ***********************************************************************
 DR3007  DESIGNATION -  2203 F
 DR3007  PID         -  DR3007
 DR3007  STATE/COUNTY-  MN/FARIBAULT
 DR3007  COUNTRY     -  US
 DR3007  USGS QUAD   -  KIESTER (2019)
 DR3007
 DR3007                         *CURRENT SURVEY CONTROL
 DR3007  ______________________________________________________________________
 DR3007* NAD 83(2011) POSITION- 43 31 16.59170(N) 093 42 29.67326(W)   ADJUSTED
 DR3007* NAD 83(2011) ELLIP HT-   348.460 (meters)        (05/01/24)   ADJUSTED
 DR3007* NAD 83(2011) EPOCH   -  2010.00
 DR3007* NAVD 88 ORTHO HEIGHT -   377.827 (meters)     1239.59  (feet) ADJUSTED
 DR3007  ______________________________________________________________________
 DR3007  GEOID HEIGHT    -        -29.371 (meters)                     GEOID18
 DR3007  NAD 83(2011) X  -   -299,612.094 (meters)                     COMP
 DR3007  NAD 83(2011) Y  - -4,622,818.593 (meters)                     COMP
 DR3007  NAD 83(2011) Z  -  4,369,916.033 (meters)                     COMP
 DR3007  LAPLACE CORR    -         -3.41  (seconds)                    DEFLEC18
 DR3007  DYNAMIC HEIGHT  -        377.727 (meters)     1239.26  (feet) COMP
 DR3007  MODELED GRAVITY -    980,345.2   (mgal)                       NAVD 88
 DR3007
 DR3007  VERT ORDER      -  SECOND    CLASS I
 DR3007
 DR3007  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DR3007  Standards:
 DR3007         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DR3007            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DR3007  -------------------------------------------------------------------
 DR3007  NETWORK    0.77   1.69           0.34   0.28   0.86     -0.10985933
 DR3007  -------------------------------------------------------------------
 DR3007  Click here for local accuracies and other accuracy information.
 DR3007
 DR3007.The horizontal coordinates were established by GPS observations
 DR3007.and adjusted by the MN DEPT OF TRANSP in May 2024.
 DR3007
 DR3007.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DR3007.been affixed to the stable North American tectonic plate. See 
 DR3007.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DR3007
 DR3007.The horizontal coordinates are valid at the epoch date displayed above
 DR3007.which is a decimal equivalence of Year/Month/Day.
 DR3007
 DR3007.The orthometric height was determined by differential leveling and
 DR3007.adjusted by the NATIONAL GEODETIC SURVEY
 DR3007.in April 2020.
 DR3007
 DR3007.Significant digits in the geoid height do not necessarily reflect accuracy.
 DR3007.GEOID18 height accuracy estimate available here.
 DR3007
 DR3007.Click photographs - Photos may exist for this station.
 DR3007
 DR3007.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DR3007
 DR3007.The Laplace correction was computed from DEFLEC18 derived deflections.
 DR3007
 DR3007.The ellipsoidal height was determined by GPS observations
 DR3007.and is referenced to NAD 83.
 DR3007
 DR3007.The dynamic height is computed by dividing the NAVD 88
 DR3007.geopotential number by the normal gravity value computed on the
 DR3007.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DR3007.degrees latitude (g = 980.6199 gals.).
 DR3007
 DR3007.The modeled gravity was interpolated from observed gravity values.
 DR3007
 DR3007. The following values were computed from the NAD 83(2011) position.
 DR3007
 DR3007;                    North         East     Units Scale Factor Converg.
 DR3007;SPC MN S     -   157,963.786   823,589.617   MT  1.00006707   +0 12 16.2
 DR3007;SPC MN S     -   518,252.85  2,702,060.27   sFT  1.00006707   +0 12 16.2
 DR3007;UTM  15      - 4,818,947.812   442,762.636   MT  0.99964030   -0 29 15.8
 DR3007
 DR3007!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DR3007!SPC MN S     -   0.99994536  x   1.00006707  =   1.00001243
 DR3007!UTM  15      -   0.99994536  x   0.99964030  =   0.99958568
 DR3007
 DR3007_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVJ4276218947(NAD 83)
 DR3007
 DR3007                          SUPERSEDED SURVEY CONTROL
 DR3007
 DR3007.No superseded survey control is available for this station.
 DR3007
 DR3007_MARKER: F = FLANGE-ENCASED ROD
 DR3007_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DR3007_STAMPING: 2203 F 2018
 DR3007_MARK LOGO: MNDT
 DR3007_PROJECTION: RECESSED 5 CENTIMETERS
 DR3007_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DR3007_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DR3007_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DR3007+SATELLITE: SATELLITE OBSERVATIONS - August 10, 2023
 DR3007_ROD/PIPE-DEPTH: 4.0 meters
 DR3007
 DR3007  HISTORY     - Date     Condition        Report By
 DR3007  HISTORY     - 20180401 MONUMENTED       MNDT
 DR3007  HISTORY     - 20201130 GOOD             MNDT
 DR3007  HISTORY     - 20230810 GOOD             MNDT
 DR3007
 DR3007                          STATION DESCRIPTION
 DR3007
 DR3007'DESCRIBED BY MN DEPT OF TRANSP 2018
 DR3007'THE MARK IS LOCATED ABOUT 1.0 MI (1.6 KM) SOUTH OF KIESTER.
 DR3007'
 DR3007'TO REACH THE MARK GO 1.0 MI (1.6 KM) SOUTH ALONG TRUNK HIGHWAY 22 FROM
 DR3007'THE JUNCTION OF TRUNK HIGHWAY 22 AND COUNTY ROAD 2 IN KIESTER, AT
 DR3007'TRUNK HIGHWAY 22 MILE POINT 1.7.
 DR3007'
 DR3007'THE MARK IS 56.6 FT (17.3 M) WEST OF TRUNK HIGHWAY 22, 59.0 FT (18.0
 DR3007'M) SOUTH OF A FIELD ENTRANCE, 1.5 FT (0.5 M) NORTH OF A WITNESS POST.
 DR3007'
 DR3007'NOTE-THE STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM ROD
 DR3007'DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION REMOVABLE DISK
 DR3007'SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH PVC
 DR3007'PIPE BACK FILLED WITH WASHED SAND.
 DR3007
 DR3007                          STATION RECOVERY (2020)
 DR3007
 DR3007'RECOVERY NOTE BY MN DEPT OF TRANSP 2020 (KMS)
 DR3007'RECOVERED IN GOOD CONDITION.
 DR3007
 DR3007                          STATION RECOVERY (2023)
 DR3007
 DR3007'RECOVERY NOTE BY MN DEPT OF TRANSP 2023 (AXH)
 DR3007'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DR3006 ***********************************************************************
 DR3006  DESIGNATION -  2203 G
 DR3006  PID         -  DR3006
 DR3006  STATE/COUNTY-  MN/FARIBAULT
 DR3006  COUNTRY     -  US
 DR3006  USGS QUAD   -  KIESTER (2019)
 DR3006
 DR3006                         *CURRENT SURVEY CONTROL
 DR3006  ______________________________________________________________________
 DR3006* NAD 83(2011) POSITION- 43 31 59.38300(N) 093 42 28.61366(W)   ADJUSTED
 DR3006* NAD 83(2011) ELLIP HT-   343.088 (meters)        (05/01/24)   ADJUSTED
 DR3006* NAD 83(2011) EPOCH   -  2010.00
 DR3006* NAVD 88 ORTHO HEIGHT -   372.422 (meters)     1221.85  (feet) ADJUSTED
 DR3006  ______________________________________________________________________
 DR3006  GEOID HEIGHT    -        -29.359 (meters)                     GEOID18
 DR3006  NAD 83(2011) X  -   -299,529.273 (meters)                     COMP
 DR3006  NAD 83(2011) Y  - -4,621,908.588 (meters)                     COMP
 DR3006  NAD 83(2011) Z  -  4,370,869.900 (meters)                     COMP
 DR3006  LAPLACE CORR    -         -3.32  (seconds)                    DEFLEC18
 DR3006  DYNAMIC HEIGHT  -        372.325 (meters)     1221.54  (feet) COMP
 DR3006  MODELED GRAVITY -    980,347.0   (mgal)                       NAVD 88
 DR3006
 DR3006  VERT ORDER      -  SECOND    CLASS I
 DR3006
 DR3006  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DR3006  Standards:
 DR3006         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DR3006            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DR3006  -------------------------------------------------------------------
 DR3006  NETWORK    0.81   1.80           0.36   0.30   0.92     -0.11762401
 DR3006  -------------------------------------------------------------------
 DR3006  Click here for local accuracies and other accuracy information.
 DR3006
 DR3006.The horizontal coordinates were established by GPS observations
 DR3006.and adjusted by the MN DEPT OF TRANSP in May 2024.
 DR3006
 DR3006.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DR3006.been affixed to the stable North American tectonic plate. See 
 DR3006.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DR3006
 DR3006.The horizontal coordinates are valid at the epoch date displayed above
 DR3006.which is a decimal equivalence of Year/Month/Day.
 DR3006
 DR3006.The orthometric height was determined by differential leveling and
 DR3006.adjusted by the NATIONAL GEODETIC SURVEY
 DR3006.in April 2020.
 DR3006
 DR3006.Significant digits in the geoid height do not necessarily reflect accuracy.
 DR3006.GEOID18 height accuracy estimate available here.
 DR3006
 DR3006.Click photographs - Photos may exist for this station.
 DR3006
 DR3006.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DR3006
 DR3006.The Laplace correction was computed from DEFLEC18 derived deflections.
 DR3006
 DR3006.The ellipsoidal height was determined by GPS observations
 DR3006.and is referenced to NAD 83.
 DR3006
 DR3006.The dynamic height is computed by dividing the NAVD 88
 DR3006.geopotential number by the normal gravity value computed on the
 DR3006.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DR3006.degrees latitude (g = 980.6199 gals.).
 DR3006
 DR3006.The modeled gravity was interpolated from observed gravity values.
 DR3006
 DR3006. The following values were computed from the NAD 83(2011) position.
 DR3006
 DR3006;                    North         East     Units Scale Factor Converg.
 DR3006;SPC MN S     -   159,284.571   823,608.696   MT  1.00006358   +0 12 16.9
 DR3006;SPC MN S     -   522,586.13  2,702,122.86   sFT  1.00006358   +0 12 16.9
 DR3006;UTM  15      - 4,820,267.709   442,797.657   MT  0.99964025   -0 29 15.5
 DR3006
 DR3006!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DR3006!SPC MN S     -   0.99994620  x   1.00006358  =   1.00000978
 DR3006!UTM  15      -   0.99994620  x   0.99964025  =   0.99958647
 DR3006
 DR3006_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVJ4279720267(NAD 83)
 DR3006
 DR3006                          SUPERSEDED SURVEY CONTROL
 DR3006
 DR3006.No superseded survey control is available for this station.
 DR3006
 DR3006_MARKER: F = FLANGE-ENCASED ROD
 DR3006_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DR3006_STAMPING: 2203 G 2018
 DR3006_MARK LOGO: MNDT
 DR3006_PROJECTION: RECESSED 5 CENTIMETERS
 DR3006_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DR3006_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DR3006_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DR3006+SATELLITE: SATELLITE OBSERVATIONS - August 10, 2023
 DR3006_ROD/PIPE-DEPTH: 13.1 meters
 DR3006
 DR3006  HISTORY     - Date     Condition        Report By
 DR3006  HISTORY     - 20180401 MONUMENTED       MNDT
 DR3006  HISTORY     - 20230810 GOOD             MNDT
 DR3006
 DR3006                          STATION DESCRIPTION
 DR3006
 DR3006'DESCRIBED BY MN DEPT OF TRANSP 2018
 DR3006'THE MARK IS LOCATED ABOUT IN KIESTER.
 DR3006'
 DR3006'TO REACH THE MARK GO 0.2 MI (0.3 KM) SOUTH ALONG TRUNK HIGHWAY 22 FROM
 DR3006'THE JUNCTION OF TRUNK HIGHWAY 22 AND COUNTY ROAD 2 IN KIESTER, AT
 DR3006'TRUNK HIGHWAY 22 MILE POINT 2.55.
 DR3006'
 DR3006'THE MARK IS 46.7 FT (14.2 M) EAST OF TRUNK HIGHWAY 22, 28.7 FT (8.7 M)
 DR3006'SOUTH OF AN ENTRANCE, 1.5 FT (0.5 M) NORTH OF A WITNESS POST.
 DR3006'
 DR3006'NOTE-THE STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM ROD
 DR3006'DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION REMOVABLE DISK
 DR3006'SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH PVC
 DR3006'PIPE BACK FILLED WITH WASHED SAND.
 DR3006
 DR3006                          STATION RECOVERY (2023)
 DR3006
 DR3006'RECOVERY NOTE BY MN DEPT OF TRANSP 2023 (AXH)
 DR3006'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DR3000 ***********************************************************************
 DR3000  DESIGNATION -  2203 H
 DR3000  PID         -  DR3000
 DR3000  STATE/COUNTY-  MN/FARIBAULT
 DR3000  COUNTRY     -  US
 DR3000  USGS QUAD   -  WELLS (2019)
 DR3000
 DR3000                         *CURRENT SURVEY CONTROL
 DR3000  ______________________________________________________________________
 DR3000* NAD 83(2011) POSITION- 43 39 04.87035(N) 093 42 30.53923(W)   ADJUSTED
 DR3000* NAD 83(2011) ELLIP HT-   325.675 (meters)        (05/01/24)   ADJUSTED
 DR3000* NAD 83(2011) EPOCH   -  2010.00
 DR3000* NAVD 88 ORTHO HEIGHT -   354.954 (meters)     1164.54  (feet) ADJUSTED
 DR3000  ______________________________________________________________________
 DR3000  GEOID HEIGHT    -        -29.287 (meters)                     GEOID18
 DR3000  NAD 83(2011) X  -   -298,985.930 (meters)                     COMP
 DR3000  NAD 83(2011) Y  - -4,612,857.226 (meters)                     COMP
 DR3000  NAD 83(2011) Z  -  4,380,369.091 (meters)                     COMP
 DR3000  LAPLACE CORR    -         -4.19  (seconds)                    DEFLEC18
 DR3000  DYNAMIC HEIGHT  -        354.866 (meters)     1164.26  (feet) COMP
 DR3000  MODELED GRAVITY -    980,362.2   (mgal)                       NAVD 88
 DR3000
 DR3000  VERT ORDER      -  SECOND    CLASS I
 DR3000
 DR3000  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DR3000  Standards:
 DR3000         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DR3000            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DR3000  -------------------------------------------------------------------
 DR3000  NETWORK    0.73   1.59           0.33   0.26   0.81     -0.08527209
 DR3000  -------------------------------------------------------------------
 DR3000  Click here for local accuracies and other accuracy information.
 DR3000
 DR3000.The horizontal coordinates were established by GPS observations
 DR3000.and adjusted by the MN DEPT OF TRANSP in May 2024.
 DR3000
 DR3000.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DR3000.been affixed to the stable North American tectonic plate. See 
 DR3000.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DR3000
 DR3000.The horizontal coordinates are valid at the epoch date displayed above
 DR3000.which is a decimal equivalence of Year/Month/Day.
 DR3000
 DR3000.The orthometric height was determined by differential leveling and
 DR3000.adjusted by the NATIONAL GEODETIC SURVEY
 DR3000.in April 2020.
 DR3000
 DR3000.Significant digits in the geoid height do not necessarily reflect accuracy.
 DR3000.GEOID18 height accuracy estimate available here.
 DR3000
 DR3000.Click photographs - Photos may exist for this station.
 DR3000
 DR3000.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DR3000
 DR3000.The Laplace correction was computed from DEFLEC18 derived deflections.
 DR3000
 DR3000.The ellipsoidal height was determined by GPS observations
 DR3000.and is referenced to NAD 83.
 DR3000
 DR3000.The dynamic height is computed by dividing the NAVD 88
 DR3000.geopotential number by the normal gravity value computed on the
 DR3000.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DR3000.degrees latitude (g = 980.6199 gals.).
 DR3000
 DR3000.The modeled gravity was interpolated from observed gravity values.
 DR3000
 DR3000. The following values were computed from the NAD 83(2011) position.
 DR3000
 DR3000;                    North         East     Units Scale Factor Converg.
 DR3000;SPC MN S     -   172,416.470   823,518.625   MT  1.00003121   +0 12 15.6
 DR3000;SPC MN S     -   565,669.70  2,701,827.36   sFT  1.00003121   +0 12 15.6
 DR3000;UTM  15      - 4,833,394.395   442,866.362   MT  0.99964015   -0 29 20.6
 DR3000
 DR3000!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DR3000!SPC MN S     -   0.99994893  x   1.00003121  =   0.99998014
 DR3000!UTM  15      -   0.99994893  x   0.99964015  =   0.99958910
 DR3000
 DR3000_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVJ4286633394(NAD 83)
 DR3000
 DR3000                          SUPERSEDED SURVEY CONTROL
 DR3000
 DR3000.No superseded survey control is available for this station.
 DR3000
 DR3000_MARKER: F = FLANGE-ENCASED ROD
 DR3000_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DR3000_STAMPING: 2203 H 2018
 DR3000_MARK LOGO: MNDT
 DR3000_PROJECTION: RECESSED 8 CENTIMETERS
 DR3000_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DR3000_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DR3000_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DR3000+SATELLITE: SATELLITE OBSERVATIONS - August 10, 2023
 DR3000_ROD/PIPE-DEPTH: 10.1 meters
 DR3000
 DR3000  HISTORY     - Date     Condition        Report By
 DR3000  HISTORY     - 20180401 MONUMENTED       MNDT
 DR3000  HISTORY     - 20230810 GOOD             MNDT
 DR3000
 DR3000                          STATION DESCRIPTION
 DR3000
 DR3000'DESCRIBED BY MN DEPT OF TRANSP 2018
 DR3000'THE MARK IS LOCATED ABOUT 8.0 MI (12.9 KM) NORTH OF KIESTER.
 DR3000'
 DR3000'TO REACH THE MARK GO 8.0 MI (12.9 KM) NORTH ALONG TRUNK HIGHWAY 22
 DR3000'FROM THE JUNCTION OF TRUNK HIGHWAY 22 AND COUNTY ROAD 2 IN KIESTER, AT
 DR3000'TRUNK HIGHWAY 22 MILE POINT 10.75.
 DR3000'
 DR3000'THE MARK IS 76.1 FT (23.2 M) WEST OF TRUNK HIGHWAY 22, 171.8 FT (52.4
 DR3000'M) SOUTH OF TRUNK HIGHWAY 22 (COUNTY ROAD 16/110TH STREET), 6.9 FT
 DR3000'(2.1 M) NORTH OF A CABLE BOX, 1.5 FT (0.5 M) NORTH OF A WITNESS POST.
 DR3000'
 DR3000'NOTE-THE STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM ROD
 DR3000'DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION REMOVABLE DISK
 DR3000'SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH PVC
 DR3000'PIPE BACK FILLED WITH WASHED SAND.
 DR3000
 DR3000                          STATION RECOVERY (2023)
 DR3000
 DR3000'RECOVERY NOTE BY MN DEPT OF TRANSP 2023 (EXR)
 DR3000'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 OO1378 ***********************************************************************
 OO1378  DESIGNATION -  2204 B
 OO1378  PID         -  OO1378
 OO1378  STATE/COUNTY-  MN/FARIBAULT
 OO1378  COUNTRY     -  US
 OO1378  USGS QUAD   -  WELLS (2019)
 OO1378
 OO1378                         *CURRENT SURVEY CONTROL
 OO1378  ______________________________________________________________________
 OO1378* NAD 83(1986) POSITION- 43 39 52.79   (N) 093 43 43.46   (W)   HD_HELD1
 OO1378* NAVD 88 ORTHO HEIGHT -   353.783 (meters)     1160.70  (feet) ADJUSTED
 OO1378  ______________________________________________________________________
 OO1378  GEOID HEIGHT    -        -29.248 (meters)                     GEOID18
 OO1378  DYNAMIC HEIGHT  -        353.697 (meters)     1160.42  (feet) COMP
 OO1378  MODELED GRAVITY -    980,365.5   (mgal)                       NAVD 88
 OO1378
 OO1378  VERT ORDER      -  SECOND    CLASS I
 OO1378
 OO1378.The horizontal coordinates were determined by differentially corrected
 OO1378.hand held GPS observations or other comparable positioning techniques
 OO1378.and have an estimated accuracy of +/- 3 meters.
 OO1378
 OO1378.The orthometric height was determined by differential leveling and
 OO1378.adjusted by the NATIONAL GEODETIC SURVEY
 OO1378.in May 2019.
 OO1378
 OO1378.Significant digits in the geoid height do not necessarily reflect accuracy.
 OO1378.GEOID18 height accuracy estimate available here.
 OO1378
 OO1378.Click photographs - Photos may exist for this station.
 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     -   173,889.8     821,879.6     MT  (+/- 3 meters HH1 GPS) 
 OO1378
 OO1378_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVJ4124534886(NAD 83)
 OO1378
 OO1378                          SUPERSEDED SURVEY CONTROL
 OO1378
 OO1378  NAVD 88 (06/15/91)  353.800  (m)         1160.76   (f) SUPERSEDED  2 1
 OO1378
 OO1378.Superseded values are not recommended for survey control.
 OO1378
 OO1378.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OO1378.See file dsdata.pdf to determine how the superseded data were derived.
 OO1378
 OO1378_MARKER: DV = VERTICAL CONTROL DISK
 OO1378_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 OO1378_STAMPING: 2204 B 1980
 OO1378_MARK LOGO: MNHD
 OO1378_PROJECTION: RECESSED 8 CENTIMETERS
 OO1378_MAGNETIC: I = MARKER IS A STEEL ROD
 OO1378_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OO1378_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 OO1378+SATELLITE: SATELLITE OBSERVATIONS - July 18, 2018
 OO1378
 OO1378  HISTORY     - Date     Condition        Report By
 OO1378  HISTORY     - 1980     MONUMENTED       MNDT
 OO1378  HISTORY     - 20160705 GOOD             MNDT
 OO1378  HISTORY     - 20180718 GOOD             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.
 OO1378
 OO1378                          STATION RECOVERY (2016)
 OO1378
 OO1378'RECOVERY NOTE BY MN DEPT OF TRANSP 2016 (KJD)
 OO1378'RECOVERED AS DESCRIBED.
 OO1378
 OO1378                          STATION RECOVERY (2018)
 OO1378
 OO1378'RECOVERY NOTE BY MN DEPT OF TRANSP 2018 (KMS)
 OO1378'5.5 MI (8.8 KM) SOUTH OF WELLS, 5.65 MI (9.09 KM) SOUTH ALONG TRUNK
 OO1378'HIGHWAY 22 FROM THE JUNCTION OF TRUNK HIGHWAY 22 AND TRUNK HIGHWAY 109
 OO1378'IN WELLS, AT TRUNK HIGHWAY 22 MILE POINT 12.6, 77.0 FT (23.5 M) WEST
 OO1378'OF TRUNK HIGHWAY 22, 1.2 FT (0.4 M) EAST OF A POWER POLE, 0.6 FT (18
 OO1378'CM) EAST OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 OO1376 ***********************************************************************
 OO1376  DESIGNATION -  2204 D
 OO1376  PID         -  OO1376
 OO1376  STATE/COUNTY-  MN/FARIBAULT
 OO1376  COUNTRY     -  US
 OO1376  USGS QUAD   -  WELLS (2019)
 OO1376
 OO1376                         *CURRENT SURVEY CONTROL
 OO1376  ______________________________________________________________________
 OO1376* NAD 83(1986) POSITION- 43 41 20.92   (N) 093 43 43.16   (W)   HD_HELD1
 OO1376* NAVD 88 ORTHO HEIGHT -   355.247 (meters)     1165.51  (feet) ADJUSTED
 OO1376  ______________________________________________________________________
 OO1376  GEOID HEIGHT    -        -29.248 (meters)                     GEOID18
 OO1376  DYNAMIC HEIGHT  -        355.161 (meters)     1165.22  (feet) COMP
 OO1376  MODELED GRAVITY -    980,367.9   (mgal)                       NAVD 88
 OO1376
 OO1376  VERT ORDER      -  SECOND    CLASS I
 OO1376
 OO1376.The horizontal coordinates were determined by differentially corrected
 OO1376.hand held GPS observations or other comparable positioning techniques
 OO1376.and have an estimated accuracy of +/- 3 meters.
 OO1376
 OO1376.The orthometric height was determined by differential leveling and
 OO1376.adjusted by the NATIONAL GEODETIC SURVEY
 OO1376.in May 2019.
 OO1376
 OO1376.Significant digits in the geoid height do not necessarily reflect accuracy.
 OO1376.GEOID18 height accuracy estimate available here.
 OO1376
 OO1376.Click photographs - Photos may exist for this station.
 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     -   176,609.8     821,877.2     MT  (+/- 3 meters HH1 GPS) 
 OO1376
 OO1376_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVJ4127637605(NAD 83)
 OO1376
 OO1376                          SUPERSEDED SURVEY CONTROL
 OO1376
 OO1376  NAVD 88 (06/15/91)  355.264  (m)         1165.56   (f) SUPERSEDED  2 1
 OO1376
 OO1376.Superseded values are not recommended for survey control.
 OO1376
 OO1376.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OO1376.See file dsdata.pdf to determine how the superseded data were derived.
 OO1376
 OO1376_MARKER: DV = VERTICAL CONTROL DISK
 OO1376_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 OO1376_STAMPING: 2204 D 1980
 OO1376_MARK LOGO: MNHD
 OO1376_PROJECTION: RECESSED 8 CENTIMETERS
 OO1376_MAGNETIC: I = MARKER IS A STEEL ROD
 OO1376_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OO1376_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 OO1376+SATELLITE: SATELLITE OBSERVATIONS - July 18, 2018
 OO1376
 OO1376  HISTORY     - Date     Condition        Report By
 OO1376  HISTORY     - 1980     MONUMENTED       MNDT
 OO1376  HISTORY     - 20160705 GOOD             MNDT
 OO1376  HISTORY     - 20180718 GOOD             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.
 OO1376
 OO1376                          STATION RECOVERY (2016)
 OO1376
 OO1376'RECOVERY NOTE BY MN DEPT OF TRANSP 2016 (KJD)
 OO1376'RECOVERED AS DESCRIBED.
 OO1376
 OO1376                          STATION RECOVERY (2018)
 OO1376
 OO1376'RECOVERY NOTE BY MN DEPT OF TRANSP 2018 (KMS)
 OO1376'3.75 MI (6.03 KM) SOUTH OF WELLS, 3.95 MI (6.36 KM) SOUTH ALONG TRUNK
 OO1376'HIGHWAY 22 FROM THE JUNCTION OF TRUNK HIGHWAY 22 AND TRUNK HIGHWAY 109
 OO1376'IN WELLS, AT TRUNK HIGHWAY 22 MILE POINT 14.35, 74.0 FT (22.6 M) WEST
 OO1376'OF TRUNK HIGHWAY 22, 243.0 FT (74.1 M) NORTH-NORTHWEST OF THE NORTH
 OO1376'END OF A METAL CULVERT UNDER COUNTY ROAD 24, 1.0 FT (0.3 M) EAST OF A
 OO1376'POWER POLE, 1.0 FT (0.3 M) SOUTHEAST OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 OO1373 ***********************************************************************
 OO1373  DESIGNATION -  2204 F
 OO1373  PID         -  OO1373
 OO1373  STATE/COUNTY-  MN/FARIBAULT
 OO1373  COUNTRY     -  US
 OO1373  USGS QUAD   -  WELLS (2019)
 OO1373
 OO1373                         *CURRENT SURVEY CONTROL
 OO1373  ______________________________________________________________________
 OO1373* NAD 83(1986) POSITION- 43 42 51.16   (N) 093 43 43.18   (W)   HD_HELD1
 OO1373* NAVD 88 ORTHO HEIGHT -   357.239 (meters)     1172.04  (feet) ADJUSTED
 OO1373  ______________________________________________________________________
 OO1373  GEOID HEIGHT    -        -29.246 (meters)                     GEOID18
 OO1373  DYNAMIC HEIGHT  -        357.154 (meters)     1171.76  (feet) COMP
 OO1373  MODELED GRAVITY -    980,370.1   (mgal)                       NAVD 88
 OO1373
 OO1373  VERT ORDER      -  SECOND    CLASS I
 OO1373
 OO1373.The horizontal coordinates were determined by differentially corrected
 OO1373.hand held GPS observations or other comparable positioning techniques
 OO1373.and have an estimated accuracy of +/- 3 meters.
 OO1373
 OO1373.The orthometric height was determined by differential leveling and
 OO1373.adjusted by the NATIONAL GEODETIC SURVEY
 OO1373.in May 2019.
 OO1373
 OO1373.Significant digits in the geoid height do not necessarily reflect accuracy.
 OO1373.GEOID18 height accuracy estimate available here.
 OO1373
 OO1373.Click photographs - Photos may exist for this station.
 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     -   179,394.9     821,867.6     MT  (+/- 3 meters HH1 GPS) 
 OO1373
 OO1373_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVJ4130040389(NAD 83)
 OO1373
 OO1373                          SUPERSEDED SURVEY CONTROL
 OO1373
 OO1373  NAVD 88 (06/15/91)  357.255  (m)         1172.09   (f) SUPERSEDED  2 1
 OO1373
 OO1373.Superseded values are not recommended for survey control.
 OO1373
 OO1373.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OO1373.See file dsdata.pdf to determine how the superseded data were derived.
 OO1373
 OO1373_MARKER: DV = VERTICAL CONTROL DISK
 OO1373_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 OO1373_STAMPING: 2204 F 1980
 OO1373_MARK LOGO: MNHD
 OO1373_PROJECTION: FLUSH
 OO1373_MAGNETIC: I = MARKER IS A STEEL ROD
 OO1373_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OO1373_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 OO1373+SATELLITE: SATELLITE OBSERVATIONS - July 18, 2018
 OO1373
 OO1373  HISTORY     - Date     Condition        Report By
 OO1373  HISTORY     - 1980     MONUMENTED       MNDT
 OO1373  HISTORY     - 20160705 GOOD             MNDT
 OO1373  HISTORY     - 20180718 GOOD             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.
 OO1373
 OO1373                          STATION RECOVERY (2016)
 OO1373
 OO1373'RECOVERY NOTE BY MN DEPT OF TRANSP 2016 (KJD)
 OO1373'RECOVERED AS DESCRIBED.
 OO1373
 OO1373                          STATION RECOVERY (2018)
 OO1373
 OO1373'RECOVERY NOTE BY MN DEPT OF TRANSP 2018 (KMS)
 OO1373'2.0 MI (3.2 KM) SOUTH OF WELLS, 2.25 MI (3.62 KM) SOUTH ALONG TRUNK
 OO1373'HIGHWAY 22 FROM THE JUNCTION OF TRUNK HIGHWAY 22 AND TRUNK HIGHWAY 109
 OO1373'IN WELLS, AT TRUNK HIGHWAY 22 MILE POINT 16.0, 75.0 FT (22.9 M) WEST
 OO1373'OF TRUNK HIGHWAY 22, 158.5 FT (48.3 M) NORTHWEST OF MILEPOST 16, 1.2
 OO1373'FT (0.4 M) EAST OF A POWER POLE, 0.6 FT (18 CM) EAST OF A WITNESS
 OO1373'POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 OO1371 ***********************************************************************
 OO1371  DESIGNATION -  2204 H
 OO1371  PID         -  OO1371
 OO1371  STATE/COUNTY-  MN/FARIBAULT
 OO1371  COUNTRY     -  US
 OO1371  USGS QUAD   -  WELLS (2019)
 OO1371
 OO1371                         *CURRENT SURVEY CONTROL
 OO1371  ______________________________________________________________________
 OO1371* NAD 83(2011) POSITION- 43 43 56.30588(N) 093 43 42.69659(W)   ADJUSTED
 OO1371* NAD 83(2011) ELLIP HT-   324.873 (meters)        (05/01/24)   ADJUSTED
 OO1371* NAD 83(2011) EPOCH   -  2010.00
 OO1371* NAVD 88 ORTHO HEIGHT -   354.100 (meters)     1161.74  (feet) ADJUSTED
 OO1371  ______________________________________________________________________
 OO1371  GEOID HEIGHT    -        -29.242 (meters)                     GEOID18
 OO1371  NAD 83(2011) X  -   -300,195.523 (meters)                     COMP
 OO1371  NAD 83(2011) Y  - -4,606,551.372 (meters)                     COMP
 OO1371  NAD 83(2011) Z  -  4,386,872.503 (meters)                     COMP
 OO1371  LAPLACE CORR    -         -4.00  (seconds)                    DEFLEC18
 OO1371  DYNAMIC HEIGHT  -        354.016 (meters)     1161.47  (feet) COMP
 OO1371  MODELED GRAVITY -    980,371.8   (mgal)                       NAVD 88
 OO1371
 OO1371  VERT ORDER      -  SECOND    CLASS I
 OO1371
 OO1371  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 OO1371  Standards:
 OO1371         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 OO1371            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 OO1371  -------------------------------------------------------------------
 OO1371  NETWORK    0.89   1.90           0.40   0.31   0.97     -0.27254332
 OO1371  -------------------------------------------------------------------
 OO1371  Click here for local accuracies and other accuracy information.
 OO1371
 OO1371.The horizontal coordinates were established by GPS observations
 OO1371.and adjusted by the MN DEPT OF TRANSP in May 2024.
 OO1371
 OO1371.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 OO1371.been affixed to the stable North American tectonic plate. See 
 OO1371.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 OO1371
 OO1371.The horizontal coordinates are valid at the epoch date displayed above
 OO1371.which is a decimal equivalence of Year/Month/Day.
 OO1371
 OO1371.The orthometric height was determined by differential leveling and
 OO1371.adjusted by the NATIONAL GEODETIC SURVEY
 OO1371.in May 2019.
 OO1371
 OO1371.Significant digits in the geoid height do not necessarily reflect accuracy.
 OO1371.GEOID18 height accuracy estimate available here.
 OO1371
 OO1371.Click photographs - Photos may exist for this station.
 OO1371
 OO1371.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 OO1371
 OO1371.The Laplace correction was computed from DEFLEC18 derived deflections.
 OO1371
 OO1371.The ellipsoidal height was determined by GPS observations
 OO1371.and is referenced to NAD 83.
 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. The following values were computed from the NAD 83(2011) position.
 OO1371
 OO1371;                    North         East     Units Scale Factor Converg.
 OO1371;SPC MN S     -   181,405.570   821,871.698   MT  1.00001145   +0 11 25.0
 OO1371;SPC MN S     -   595,161.44  2,696,424.06   sFT  1.00001145   +0 11 25.0
 OO1371;UTM  15      - 4,842,399.352   441,328.964   MT  0.99964234   -0 30 13.1
 OO1371
 OO1371!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OO1371!SPC MN S     -   0.99994906  x   1.00001145  =   0.99996051
 OO1371!UTM  15      -   0.99994906  x   0.99964234  =   0.99959142
 OO1371
 OO1371_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVJ4132842399(NAD 83)
 OO1371
 OO1371                          SUPERSEDED SURVEY CONTROL
 OO1371
 OO1371  NAVD 88 (06/15/91)  354.110  (m)         1161.78   (f) SUPERSEDED  2 1
 OO1371
 OO1371.Superseded values are not recommended for survey control.
 OO1371
 OO1371.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OO1371.See file dsdata.pdf to determine how the superseded data were derived.
 OO1371
 OO1371_MARKER: DV = VERTICAL CONTROL DISK
 OO1371_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 OO1371_STAMPING: 2204 H 1980
 OO1371_MARK LOGO: MNHD
 OO1371_PROJECTION: PROJECTING 5 CENTIMETERS
 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 15, 2023
 OO1371
 OO1371  HISTORY     - Date     Condition        Report By
 OO1371  HISTORY     - 1980     MONUMENTED       MNDT
 OO1371  HISTORY     - 20000821 GOOD             MNDT
 OO1371  HISTORY     - 20160524 GOOD             MNDT
 OO1371  HISTORY     - 20180718 GOOD             MNDT
 OO1371  HISTORY     - 20230815 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.
 OO1371
 OO1371                          STATION RECOVERY (2016)
 OO1371
 OO1371'RECOVERY NOTE BY MN DEPT OF TRANSP 2016 (MAS)
 OO1371'RECOVERED AS DESCRIBED.
 OO1371
 OO1371                          STATION RECOVERY (2018)
 OO1371
 OO1371'RECOVERY NOTE BY MN DEPT OF TRANSP 2018 (KMS)
 OO1371'IN WELLS, 1.0 MI (1.6 KM) SOUTH ALONG TRUNK HIGHWAY 22 FROM THE SOUTH
 OO1371'JUNCTION OF TRUNK HIGHWAY 22 AND TRUNK HIGHWAY 109 (1ST STREET
 OO1371'NORTHWEST) IN WELLS, AT TRUNK HIGHWAY 22 MILE POINT 17.3, 61.5 FT
 OO1371'(18.7 M) WEST OF TRUNK HIGHWAY 22 (570TH AVENUE), 24.0 FT (7.3 M)
 OO1371'NORTH OF FORD STREET/12TH STREET SOUTHWEST, 0.8 FT (24 CM) EAST OF A
 OO1371'WITNESS POST.
 OO1371
 OO1371                          STATION RECOVERY (2023)
 OO1371
 OO1371'RECOVERY NOTE BY MN DEPT OF TRANSP 2023 (EXR)
 OO1371'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 OO1370 ***********************************************************************
 OO1370  DESIGNATION -  2204 J
 OO1370  PID         -  OO1370
 OO1370  STATE/COUNTY-  MN/FARIBAULT
 OO1370  COUNTRY     -  US
 OO1370  USGS QUAD   -  WELLS (2019)
 OO1370
 OO1370                         *CURRENT SURVEY CONTROL
 OO1370  ______________________________________________________________________
 OO1370* NAD 83(1986) POSITION- 43 44 15.94   (N) 093 43 32.45   (W)   HD_HELD1
 OO1370* NAVD 88 ORTHO HEIGHT -   354.204 (meters)     1162.08  (feet) ADJUSTED
 OO1370  ______________________________________________________________________
 OO1370  GEOID HEIGHT    -        -29.245 (meters)                     GEOID18
 OO1370  DYNAMIC HEIGHT  -        354.120 (meters)     1161.81  (feet) COMP
 OO1370  MODELED GRAVITY -    980,371.9   (mgal)                       NAVD 88
 OO1370
 OO1370  VERT ORDER      -  SECOND    CLASS I
 OO1370
 OO1370.The horizontal coordinates were determined by differentially corrected
 OO1370.hand held GPS observations or other comparable positioning techniques
 OO1370.and have an estimated accuracy of +/- 3 meters.
 OO1370
 OO1370.The orthometric height was determined by differential leveling and
 OO1370.adjusted by the NATIONAL GEODETIC SURVEY
 OO1370.in May 2019.
 OO1370
 OO1370.Significant digits in the geoid height do not necessarily reflect accuracy.
 OO1370.GEOID18 height accuracy estimate available here.
 OO1370
 OO1370.Click photographs - Photos may exist for this station.
 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     -   182,012.3     822,099.0     MT  (+/- 3 meters HH1 GPS) 
 OO1370
 OO1370_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVJ4156343003(NAD 83)
 OO1370
 OO1370                          SUPERSEDED SURVEY CONTROL
 OO1370
 OO1370  NAVD 88 (06/15/91)  354.218  (m)         1162.13   (f) SUPERSEDED  2 1
 OO1370
 OO1370.Superseded values are not recommended for survey control.
 OO1370
 OO1370.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OO1370.See file dsdata.pdf to determine how the superseded data were derived.
 OO1370
 OO1370_MARKER: DV = VERTICAL CONTROL DISK
 OO1370_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 OO1370_SP_SET: WATER TANK FOOTING
 OO1370_STAMPING: 2204 J 1980
 OO1370_MARK LOGO: MNHD
 OO1370_MAGNETIC: N = NO MAGNETIC MATERIAL
 OO1370_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OO1370_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 OO1370+SATELLITE: SATELLITE OBSERVATIONS - July 18, 2018
 OO1370
 OO1370  HISTORY     - Date     Condition        Report By
 OO1370  HISTORY     - 1980     MONUMENTED       MNDT
 OO1370  HISTORY     - 20000821 GOOD             MNDT
 OO1370  HISTORY     - 20160524 GOOD             MNDT
 OO1370  HISTORY     - 20180718 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.
 OO1370
 OO1370                          STATION RECOVERY (2016)
 OO1370
 OO1370'RECOVERY NOTE BY MN DEPT OF TRANSP 2016 (MAS)
 OO1370'RECOVERED AS DESCRIBED.
 OO1370
 OO1370                          STATION RECOVERY (2018)
 OO1370
 OO1370'RECOVERY NOTE BY MN DEPT OF TRANSP 2018 (KMS)
 OO1370'IN WELLS, IN THE NORTHEAST CORNER OF A CONCRETE BASE OF THE NORTH LEG
 OO1370'OF A CITY WATER TANK, 0.15 MI (0.24 KM) EAST ALONG SEVENTH STREET
 OO1370'SOUTHWEST FROM THE JUNCTION OF SEVENTH STREET SOUTHWEST AND TRUNK
 OO1370'HIGHWAY 22 IN WELLS, 128.0 FT (39.0 M) SOUTH OF THE NORTH FACE OF THE
 OO1370'SOUTH CURB ON SEVENTH STREET SOUTH, 59.4 FT (18.1 M) SOUTHEAST OF THE
 OO1370'NORTHEAST CORNER OF THE WATER DEPARTMENT BUILDING, 58.0 FT (17.7 M)
 OO1370'WEST OF SOUTH BROADWAY STREET EXTENDED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DQ5564 ***********************************************************************
 DQ5564  DESIGNATION -  2204 L
 DQ5564  PID         -  DQ5564
 DQ5564  STATE/COUNTY-  MN/FARIBAULT
 DQ5564  COUNTRY     -  US
 DQ5564  USGS QUAD   -  WELLS (2019)
 DQ5564
 DQ5564                         *CURRENT SURVEY CONTROL
 DQ5564  ______________________________________________________________________
 DQ5564* NAD 83(2011) POSITION- 43 44 43.28356(N) 093 43 41.77457(W)   ADJUSTED
 DQ5564* NAD 83(2011) ELLIP HT-   324.907 (meters)        (05/01/24)   ADJUSTED
 DQ5564* NAD 83(2011) EPOCH   -  2010.00
 DQ5564* NAVD 88 ORTHO HEIGHT -   354.129 (meters)     1161.84  (feet) ADJUSTED
 DQ5564  ______________________________________________________________________
 DQ5564  GEOID HEIGHT    -        -29.237 (meters)                     GEOID18
 DQ5564  NAD 83(2011) X  -   -300,109.748 (meters)                     COMP
 DQ5564  NAD 83(2011) Y  - -4,605,552.404 (meters)                     COMP
 DQ5564  NAD 83(2011) Z  -  4,387,920.114 (meters)                     COMP
 DQ5564  LAPLACE CORR    -         -3.88  (seconds)                    DEFLEC18
 DQ5564  DYNAMIC HEIGHT  -        354.045 (meters)     1161.56  (feet) COMP
 DQ5564  MODELED GRAVITY -    980,372.9   (mgal)                       NAVD 88
 DQ5564
 DQ5564  VERT ORDER      -  SECOND    CLASS I
 DQ5564
 DQ5564  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DQ5564  Standards:
 DQ5564         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DQ5564            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DQ5564  -------------------------------------------------------------------
 DQ5564  NETWORK    0.80   1.76           0.36   0.28   0.90     -0.11857912
 DQ5564  -------------------------------------------------------------------
 DQ5564  Click here for local accuracies and other accuracy information.
 DQ5564
 DQ5564.The horizontal coordinates were established by GPS observations
 DQ5564.and adjusted by the MN DEPT OF TRANSP in May 2024.
 DQ5564
 DQ5564.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DQ5564.been affixed to the stable North American tectonic plate. See 
 DQ5564.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DQ5564
 DQ5564.The horizontal coordinates are valid at the epoch date displayed above
 DQ5564.which is a decimal equivalence of Year/Month/Day.
 DQ5564
 DQ5564.The orthometric height was determined by differential leveling and
 DQ5564.adjusted by the NATIONAL GEODETIC SURVEY
 DQ5564.in May 2019.
 DQ5564
 DQ5564.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ5564.GEOID18 height accuracy estimate available here.
 DQ5564
 DQ5564.Click photographs - Photos may exist for this station.
 DQ5564
 DQ5564.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DQ5564
 DQ5564.The Laplace correction was computed from DEFLEC18 derived deflections.
 DQ5564
 DQ5564.The ellipsoidal height was determined by GPS observations
 DQ5564.and is referenced to NAD 83.
 DQ5564
 DQ5564.The dynamic height is computed by dividing the NAVD 88
 DQ5564.geopotential number by the normal gravity value computed on the
 DQ5564.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ5564.degrees latitude (g = 980.6199 gals.).
 DQ5564
 DQ5564.The modeled gravity was interpolated from observed gravity values.
 DQ5564
 DQ5564. The following values were computed from the NAD 83(2011) position.
 DQ5564
 DQ5564;                    North         East     Units Scale Factor Converg.
 DQ5564;SPC MN S     -   182,855.522   821,887.513   MT  1.00000845   +0 11 25.7
 DQ5564;SPC MN S     -   599,918.49  2,696,475.95   sFT  1.00000845   +0 11 25.7
 DQ5564;UTM  15      - 4,843,848.473   441,362.327   MT  0.99964229   -0 30 12.9
 DQ5564
 DQ5564!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DQ5564!SPC MN S     -   0.99994905  x   1.00000845  =   0.99995750
 DQ5564!UTM  15      -   0.99994905  x   0.99964229  =   0.99959136
 DQ5564
 DQ5564_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVJ4136243848(NAD 83)
 DQ5564
 DQ5564                          SUPERSEDED SURVEY CONTROL
 DQ5564
 DQ5564.No superseded survey control is available for this station.
 DQ5564
 DQ5564_MARKER: F = FLANGE-ENCASED ROD
 DQ5564_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DQ5564_STAMPING: 2204 L 2016
 DQ5564_MARK LOGO: MNDT
 DQ5564_PROJECTION: RECESSED 5 CENTIMETERS
 DQ5564_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DQ5564_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ5564_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ5564+SATELLITE: SATELLITE OBSERVATIONS - August 15, 2023
 DQ5564_ROD/PIPE-DEPTH: 8.8 meters
 DQ5564
 DQ5564  HISTORY     - Date     Condition        Report By
 DQ5564  HISTORY     - 20160616 MONUMENTED       MNDT
 DQ5564  HISTORY     - 20180718 GOOD             MNDT
 DQ5564  HISTORY     - 20230815 GOOD             MNDT
 DQ5564
 DQ5564                          STATION DESCRIPTION
 DQ5564
 DQ5564'DESCRIBED BY MN DEPT OF TRANSP 2016
 DQ5564'THE MARK IS LOCATED ABOUT IN WELLS.
 DQ5564'
 DQ5564'TO REACH THE MARK GO 0.05 MI (0.08 KM) SOUTH ALONG TRUNK HIGHWAY 22
 DQ5564'FROM THE SOUTH JUNCTION OF TRUNK HIGHWAY 22 AND TRUNK HIGHWAY 109 IN
 DQ5564'WELLS, AT TRUNK HIGHWAY 22 MILE POINT 18.2.
 DQ5564'
 DQ5564'THE MARK IS LOCATED 24.3 FT (7.4 M) EAST OF TRUNK HIGHWAY 22, 62.0 FT
 DQ5564'(18.9 M) NORTH OF WEST FRANKLIN STREET, 1.5 FT (0.5 M) NORTH OF A
 DQ5564'WITNESS POST.
 DQ5564'
 DQ5564'NOTE-THE STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM ROD
 DQ5564'DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION REMOVABLE DISK
 DQ5564'SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH PVC
 DQ5564'PIPE BACK FILLED WITH WASHED SAND.
 DQ5564
 DQ5564                          STATION RECOVERY (2018)
 DQ5564
 DQ5564'RECOVERY NOTE BY MN DEPT OF TRANSP 2018 (TJD)
 DQ5564'IN WELLS, 0.05 MI (0.08 KM) SOUTH ALONG TRUNK HIGHWAY 22 FROM THE
 DQ5564'SOUTH JUNCTION OF TRUNK HIGHWAY 22 AND TRUNK HIGHWAY 109 IN WELLS, AT
 DQ5564'TRUNK HIGHWAY 22 MILE POINT 18.2, 24.3 FT (7.4 M) EAST OF TRUNK
 DQ5564'HIGHWAY 22, 62.0 FT (18.9 M) NORTH OF WEST FRANKLIN STREET, 1.5 FT
 DQ5564'(0.5 M) NORTH OF A WITNESS POST.
 DQ5564
 DQ5564                          STATION RECOVERY (2023)
 DQ5564
 DQ5564'RECOVERY NOTE BY MN DEPT OF TRANSP 2023 (CXR)
 DQ5564'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DQ5864 ***********************************************************************
 DQ5864  DESIGNATION -  2204 M
 DQ5864  PID         -  DQ5864
 DQ5864  STATE/COUNTY-  MN/FARIBAULT
 DQ5864  COUNTRY     -  US
 DQ5864  USGS QUAD   -  WELLS (2019)
 DQ5864
 DQ5864                         *CURRENT SURVEY CONTROL
 DQ5864  ______________________________________________________________________
 DQ5864* NAD 83(2011) POSITION- 43 40 28.70476(N) 093 43 43.19152(W)   ADJUSTED
 DQ5864* NAD 83(2011) ELLIP HT-   319.859 (meters)        (05/01/24)   ADJUSTED
 DQ5864* NAD 83(2011) EPOCH   -  2010.00
 DQ5864* NAVD 88 ORTHO HEIGHT -   349.113 (meters)     1145.38  (feet) ADJUSTED
 DQ5864  ______________________________________________________________________
 DQ5864  GEOID HEIGHT    -        -29.248 (meters)                     GEOID18
 DQ5864  NAD 83(2011) X  -   -300,494.242 (meters)                     COMP
 DQ5864  NAD 83(2011) Y  - -4,610,964.771 (meters)                     COMP
 DQ5864  NAD 83(2011) Z  -  4,382,236.897 (meters)                     COMP
 DQ5864  LAPLACE CORR    -         -4.43  (seconds)                    DEFLEC18
 DQ5864  DYNAMIC HEIGHT  -        349.028 (meters)     1145.10  (feet) COMP
 DQ5864  MODELED GRAVITY -    980,366.4   (mgal)                       NAVD 88
 DQ5864
 DQ5864  VERT ORDER      -  SECOND    CLASS I
 DQ5864
 DQ5864  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DQ5864  Standards:
 DQ5864         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DQ5864            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DQ5864  -------------------------------------------------------------------
 DQ5864  NETWORK    0.77   1.63           0.35   0.27   0.83     -0.07907449
 DQ5864  -------------------------------------------------------------------
 DQ5864  Click here for local accuracies and other accuracy information.
 DQ5864
 DQ5864.The horizontal coordinates were established by GPS observations
 DQ5864.and adjusted by the MN DEPT OF TRANSP in May 2024.
 DQ5864
 DQ5864.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DQ5864.been affixed to the stable North American tectonic plate. See 
 DQ5864.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DQ5864
 DQ5864.The horizontal coordinates are valid at the epoch date displayed above
 DQ5864.which is a decimal equivalence of Year/Month/Day.
 DQ5864
 DQ5864.The orthometric height was determined by differential leveling and
 DQ5864.adjusted by the NATIONAL GEODETIC SURVEY
 DQ5864.in May 2019.
 DQ5864
 DQ5864.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ5864.GEOID18 height accuracy estimate available here.
 DQ5864
 DQ5864.Click photographs - Photos may exist for this station.
 DQ5864
 DQ5864.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DQ5864
 DQ5864.The Laplace correction was computed from DEFLEC18 derived deflections.
 DQ5864
 DQ5864.The ellipsoidal height was determined by GPS observations
 DQ5864.and is referenced to NAD 83.
 DQ5864
 DQ5864.The dynamic height is computed by dividing the NAVD 88
 DQ5864.geopotential number by the normal gravity value computed on the
 DQ5864.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ5864.degrees latitude (g = 980.6199 gals.).
 DQ5864
 DQ5864.The modeled gravity was interpolated from observed gravity values.
 DQ5864
 DQ5864. The following values were computed from the NAD 83(2011) position.
 DQ5864
 DQ5864;                    North         East     Units Scale Factor Converg.
 DQ5864;SPC MN S     -   174,998.278   821,881.890   MT  1.00002532   +0 11 24.7
 DQ5864;SPC MN S     -   574,140.18  2,696,457.50   sFT  1.00002532   +0 11 24.7
 DQ5864;UTM  15      - 4,835,994.814   441,261.612   MT  0.99964244   -0 30 11.5
 DQ5864
 DQ5864!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DQ5864!SPC MN S     -   0.99994985  x   1.00002532  =   0.99997516
 DQ5864!UTM  15      -   0.99994985  x   0.99964244  =   0.99959230
 DQ5864
 DQ5864_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVJ4126135994(NAD 83)
 DQ5864
 DQ5864                          SUPERSEDED SURVEY CONTROL
 DQ5864
 DQ5864.No superseded survey control is available for this station.
 DQ5864
 DQ5864_MARKER: F = FLANGE-ENCASED ROD
 DQ5864_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DQ5864_STAMPING: 2204 M 2016
 DQ5864_MARK LOGO: MNDT
 DQ5864_PROJECTION: RECESSED 5 CENTIMETERS
 DQ5864_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DQ5864_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ5864_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ5864+SATELLITE: SATELLITE OBSERVATIONS - August 15, 2023
 DQ5864_ROD/PIPE-DEPTH: 8.8 meters
 DQ5864
 DQ5864  HISTORY     - Date     Condition        Report By
 DQ5864  HISTORY     - 20160803 MONUMENTED       MNDT
 DQ5864  HISTORY     - 20180718 GOOD             MNDT
 DQ5864  HISTORY     - 20201130 GOOD             MNDT
 DQ5864  HISTORY     - 20230815 GOOD             MNDT
 DQ5864
 DQ5864                          STATION DESCRIPTION
 DQ5864
 DQ5864'DESCRIBED BY MN DEPT OF TRANSP 2016
 DQ5864'THE MARK IS LOCATED ABOUT 4.95 MI (7.96 KM) SOUTH OF WELLS.
 DQ5864'
 DQ5864'TO REACH THE MARK GO 4.95 MI (7.96 KM) SOUTH ALONG TRUNK HIGHWAY 22
 DQ5864'FROM THE SOUTH JUNCTION OF TRUNK HIGHWAY 22 AND TRUNK HIGHWAY 109 IN
 DQ5864'WELLS, AT TRUNK HIGHWAY 22 MILE POINT 13.3.
 DQ5864'
 DQ5864'THE MARK IS LOCATED 69.5 FT (21.2 M) WEST OF TRUNK HIGHWAY 22, 35.2 FT
 DQ5864'(10.7 M) NORTH OF A FIELD ENTRANCE, 41.0 FT (12.5 M) SOUTH-SOUTHEAST
 DQ5864'OF POWER POLE, 1.5 FT (0.5 M) EAST OF A WITNESS POST.
 DQ5864'
 DQ5864'NOTE-THE STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM ROD
 DQ5864'DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION REMOVABLE DISK
 DQ5864'SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH PVC
 DQ5864'PIPE BACK FILLED WITH WASHED SAND.
 DQ5864
 DQ5864                          STATION RECOVERY (2018)
 DQ5864
 DQ5864'RECOVERY NOTE BY MN DEPT OF TRANSP 2018 (KMS)
 DQ5864'4.95 MI (7.96 KM) SOUTH OF WELLS, 4.95 MI (7.96 KM) SOUTH ALONG TRUNK
 DQ5864'HIGHWAY 22 FROM THE SOUTH JUNCTION OF TRUNK HIGHWAY 22 AND TRUNK
 DQ5864'HIGHWAY 109 IN WELLS, AT TRUNK HIGHWAY 22 MILE POINT 13.3, 69.5 FT
 DQ5864'(21.2 M) WEST OF TRUNK HIGHWAY 22, 41.0 FT (12.5 M) SOUTH-SOUTHEAST OF
 DQ5864'A POWER POLE, 35.2 FT (10.7 M) NORTH OF A FIELD ENTRANCE, 1.5 FT (0.5
 DQ5864'M) EAST OF A WITNESS POST.
 DQ5864
 DQ5864                          STATION RECOVERY (2020)
 DQ5864
 DQ5864'RECOVERY NOTE BY MN DEPT OF TRANSP 2020 (KMS)
 DQ5864'RECOVERED IN GOOD CONDITION.
 DQ5864
 DQ5864                          STATION RECOVERY (2023)
 DQ5864
 DQ5864'RECOVERY NOTE BY MN DEPT OF TRANSP 2023 (MPP)
 DQ5864'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DQ5865 ***********************************************************************
 DQ5865  DESIGNATION -  2204 N
 DQ5865  PID         -  DQ5865
 DQ5865  STATE/COUNTY-  MN/FARIBAULT
 DQ5865  COUNTRY     -  US
 DQ5865  USGS QUAD   -  WELLS (2019)
 DQ5865
 DQ5865                         *CURRENT SURVEY CONTROL
 DQ5865  ______________________________________________________________________
 DQ5865* NAD 83(2011) POSITION- 43 41 18.66183(N) 093 43 41.24943(W)   ADJUSTED
 DQ5865* NAD 83(2011) ELLIP HT-   327.137 (meters)        (05/01/24)   ADJUSTED
 DQ5865* NAD 83(2011) EPOCH   -  2010.00
 DQ5865* NAVD 88 ORTHO HEIGHT -   356.383 (meters)     1169.23  (feet) ADJUSTED
 DQ5865  ______________________________________________________________________
 DQ5865  GEOID HEIGHT    -        -29.249 (meters)                     GEOID18
 DQ5865  NAD 83(2011) X  -   -300,381.927 (meters)                     COMP
 DQ5865  NAD 83(2011) Y  - -4,609,910.198 (meters)                     COMP
 DQ5865  NAD 83(2011) Z  -  4,383,357.004 (meters)                     COMP
 DQ5865  LAPLACE CORR    -         -4.30  (seconds)                    DEFLEC18
 DQ5865  DYNAMIC HEIGHT  -        356.297 (meters)     1168.95  (feet) COMP
 DQ5865  MODELED GRAVITY -    980,367.7   (mgal)                       NAVD 88
 DQ5865
 DQ5865  VERT ORDER      -  SECOND    CLASS I
 DQ5865
 DQ5865  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DQ5865  Standards:
 DQ5865         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DQ5865            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DQ5865  -------------------------------------------------------------------
 DQ5865  NETWORK    0.79   1.67           0.36   0.27   0.85     -0.06969937
 DQ5865  -------------------------------------------------------------------
 DQ5865  Click here for local accuracies and other accuracy information.
 DQ5865
 DQ5865.The horizontal coordinates were established by GPS observations
 DQ5865.and adjusted by the MN DEPT OF TRANSP in May 2024.
 DQ5865
 DQ5865.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DQ5865.been affixed to the stable North American tectonic plate. See 
 DQ5865.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DQ5865
 DQ5865.The horizontal coordinates are valid at the epoch date displayed above
 DQ5865.which is a decimal equivalence of Year/Month/Day.
 DQ5865
 DQ5865.The orthometric height was determined by differential leveling and
 DQ5865.adjusted by the NATIONAL GEODETIC SURVEY
 DQ5865.in May 2019.
 DQ5865
 DQ5865.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ5865.GEOID18 height accuracy estimate available here.
 DQ5865
 DQ5865.Click photographs - Photos may exist for this station.
 DQ5865
 DQ5865.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DQ5865
 DQ5865.The Laplace correction was computed from DEFLEC18 derived deflections.
 DQ5865
 DQ5865.The ellipsoidal height was determined by GPS observations
 DQ5865.and is referenced to NAD 83.
 DQ5865
 DQ5865.The dynamic height is computed by dividing the NAVD 88
 DQ5865.geopotential number by the normal gravity value computed on the
 DQ5865.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ5865.degrees latitude (g = 980.6199 gals.).
 DQ5865
 DQ5865.The modeled gravity was interpolated from observed gravity values.
 DQ5865
 DQ5865. The following values were computed from the NAD 83(2011) position.
 DQ5865
 DQ5865;                    North         East     Units Scale Factor Converg.
 DQ5865;SPC MN S     -   176,540.265   821,920.267   MT  1.00002189   +0 11 26.0
 DQ5865;SPC MN S     -   579,199.19  2,696,583.41   sFT  1.00002189   +0 11 26.0
 DQ5865;UTM  15      - 4,837,535.636   441,318.627   MT  0.99964235   -0 30 10.6
 DQ5865
 DQ5865!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DQ5865!SPC MN S     -   0.99994870  x   1.00002189  =   0.99997059
 DQ5865!UTM  15      -   0.99994870  x   0.99964235  =   0.99959107
 DQ5865
 DQ5865_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVJ4131837535(NAD 83)
 DQ5865
 DQ5865                          SUPERSEDED SURVEY CONTROL
 DQ5865
 DQ5865.No superseded survey control is available for this station.
 DQ5865
 DQ5865_MARKER: F = FLANGE-ENCASED ROD
 DQ5865_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DQ5865_STAMPING: 2204 N 2016
 DQ5865_MARK LOGO: MNDT
 DQ5865_PROJECTION: RECESSED 5 CENTIMETERS
 DQ5865_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DQ5865_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ5865_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ5865+SATELLITE: SATELLITE OBSERVATIONS - August 15, 2023
 DQ5865_ROD/PIPE-DEPTH: 8.8 meters
 DQ5865
 DQ5865  HISTORY     - Date     Condition        Report By
 DQ5865  HISTORY     - 20160803 MONUMENTED       MNDT
 DQ5865  HISTORY     - 20180718 GOOD             MNDT
 DQ5865  HISTORY     - 20230815 GOOD             MNDT
 DQ5865
 DQ5865                          STATION DESCRIPTION
 DQ5865
 DQ5865'DESCRIBED BY MN DEPT OF TRANSP 2016
 DQ5865'THE MARK IS LOCATED ABOUT 4.0 MI (6.4 KM) SOUTH OF WELLS.
 DQ5865'
 DQ5865'TO REACH THE MARK GO 4.0 MI (6.4 KM) SOUTH ALONG TRUNK HIGHWAY 22 FROM
 DQ5865'THE SOUTH JUNCTION OF TRUNK HIGHWAY 22 AND TRUNK HIGHWAY 109 IN WELLS,
 DQ5865'AT TRUNK HIGHWAY 22 MILE POINT 14.3.
 DQ5865'
 DQ5865'THE MARK IS LOCATED 68.5 FT (20.9 M) EAST OF TRUNK HIGHWAY 22, 50.5 FT
 DQ5865'(15.4 M) NORTH OF 140TH STREET, 19.0 FT (5.8 M) NORTHWEST OF POWER
 DQ5865'POLE, 1.5 FT (0.5 M) SOUTH OF A WITNESS POST.
 DQ5865'
 DQ5865'NOTE-THE STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM ROD
 DQ5865'DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION REMOVABLE DISK
 DQ5865'SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH PVC
 DQ5865'PIPE BACK FILLED WITH WASHED SAND.
 DQ5865
 DQ5865                          STATION RECOVERY (2018)
 DQ5865
 DQ5865'RECOVERY NOTE BY MN DEPT OF TRANSP 2018 (KMS)
 DQ5865'4.0 MI (6.4 KM) SOUTH OF WELLS, 4.0 MI (6.4 KM) SOUTH ALONG TRUNK
 DQ5865'HIGHWAY 22 FROM THE SOUTH JUNCTION OF TRUNK HIGHWAY 22 AND TRUNK
 DQ5865'HIGHWAY 109 IN WELLS, AT TRUNK HIGHWAY 22 MILE POINT 14.3, 68.5 FT
 DQ5865'(20.9 M) EAST OF TRUNK HIGHWAY 22, 50.5 FT (15.4 M) NORTH OF 140TH
 DQ5865'STREET, 19.0 FT (5.8 M) NORTHWEST OF A POWER POLE, 1.5 FT (0.5 M)
 DQ5865'SOUTH OF A WITNESS POST.
 DQ5865
 DQ5865                          STATION RECOVERY (2023)
 DQ5865
 DQ5865'RECOVERY NOTE BY MN DEPT OF TRANSP 2023 (SXR)
 DQ5865'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DQ5868 ***********************************************************************
 DQ5868  DESIGNATION -  2204 P
 DQ5868  PID         -  DQ5868
 DQ5868  STATE/COUNTY-  MN/FARIBAULT
 DQ5868  COUNTRY     -  US
 DQ5868  USGS QUAD   -  WELLS (2019)
 DQ5868
 DQ5868                         *CURRENT SURVEY CONTROL
 DQ5868  ______________________________________________________________________
 DQ5868* NAD 83(2011) POSITION- 43 43 05.80388(N) 093 43 40.32175(W)   ADJUSTED
 DQ5868* NAD 83(2011) ELLIP HT-   325.969 (meters)        (05/01/24)   ADJUSTED
 DQ5868* NAD 83(2011) EPOCH   -  2010.00
 DQ5868* NAVD 88 ORTHO HEIGHT -   355.206 (meters)     1165.37  (feet) ADJUSTED
 DQ5868  ______________________________________________________________________
 DQ5868  GEOID HEIGHT    -        -29.247 (meters)                     GEOID18
 DQ5868  NAD 83(2011) X  -   -300,212.586 (meters)                     COMP
 DQ5868  NAD 83(2011) Y  - -4,607,630.731 (meters)                     COMP
 DQ5868  NAD 83(2011) Z  -  4,385,746.830 (meters)                     COMP
 DQ5868  LAPLACE CORR    -         -4.14  (seconds)                    DEFLEC18
 DQ5868  DYNAMIC HEIGHT  -        355.121 (meters)     1165.09  (feet) COMP
 DQ5868  MODELED GRAVITY -    980,370.3   (mgal)                       NAVD 88
 DQ5868
 DQ5868  VERT ORDER      -  SECOND    CLASS I
 DQ5868
 DQ5868  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DQ5868  Standards:
 DQ5868         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DQ5868            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DQ5868  -------------------------------------------------------------------
 DQ5868  NETWORK    0.75   1.59           0.34   0.26   0.81     -0.07215958
 DQ5868  -------------------------------------------------------------------
 DQ5868  Click here for local accuracies and other accuracy information.
 DQ5868
 DQ5868.The horizontal coordinates were established by GPS observations
 DQ5868.and adjusted by the MN DEPT OF TRANSP in May 2024.
 DQ5868
 DQ5868.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DQ5868.been affixed to the stable North American tectonic plate. See 
 DQ5868.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DQ5868
 DQ5868.The horizontal coordinates are valid at the epoch date displayed above
 DQ5868.which is a decimal equivalence of Year/Month/Day.
 DQ5868
 DQ5868.The orthometric height was determined by differential leveling and
 DQ5868.adjusted by the NATIONAL GEODETIC SURVEY
 DQ5868.in May 2019.
 DQ5868
 DQ5868.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ5868.GEOID18 height accuracy estimate available here.
 DQ5868
 DQ5868.Click photographs - Photos may exist for this station.
 DQ5868
 DQ5868.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DQ5868
 DQ5868.The Laplace correction was computed from DEFLEC18 derived deflections.
 DQ5868
 DQ5868.The ellipsoidal height was determined by GPS observations
 DQ5868.and is referenced to NAD 83.
 DQ5868
 DQ5868.The dynamic height is computed by dividing the NAVD 88
 DQ5868.geopotential number by the normal gravity value computed on the
 DQ5868.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ5868.degrees latitude (g = 980.6199 gals.).
 DQ5868
 DQ5868.The modeled gravity was interpolated from observed gravity values.
 DQ5868
 DQ5868. The following values were computed from the NAD 83(2011) position.
 DQ5868
 DQ5868;                    North         East     Units Scale Factor Converg.
 DQ5868;SPC MN S     -   179,847.091   821,930.035   MT  1.00001473   +0 11 26.7
 DQ5868;SPC MN S     -   590,048.33  2,696,615.46   sFT  1.00001473   +0 11 26.7
 DQ5868;UTM  15      - 4,840,840.858   441,368.409   MT  0.99964228   -0 30 11.0
 DQ5868
 DQ5868!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DQ5868!SPC MN S     -   0.99994889  x   1.00001473  =   0.99996362
 DQ5868!UTM  15      -   0.99994889  x   0.99964228  =   0.99959119
 DQ5868
 DQ5868_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVJ4136840840(NAD 83)
 DQ5868
 DQ5868                          SUPERSEDED SURVEY CONTROL
 DQ5868
 DQ5868.No superseded survey control is available for this station.
 DQ5868
 DQ5868_MARKER: F = FLANGE-ENCASED ROD
 DQ5868_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DQ5868_STAMPING: 2204 P 2016
 DQ5868_MARK LOGO: MNDT
 DQ5868_PROJECTION: RECESSED 5 CENTIMETERS
 DQ5868_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DQ5868_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ5868_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ5868+SATELLITE: SATELLITE OBSERVATIONS - August 15, 2023
 DQ5868_ROD/PIPE-DEPTH: 8.8 meters
 DQ5868
 DQ5868  HISTORY     - Date     Condition        Report By
 DQ5868  HISTORY     - 20160803 MONUMENTED       MNDT
 DQ5868  HISTORY     - 20180718 GOOD             MNDT
 DQ5868  HISTORY     - 20230815 GOOD             MNDT
 DQ5868
 DQ5868                          STATION DESCRIPTION
 DQ5868
 DQ5868'DESCRIBED BY MN DEPT OF TRANSP 2016
 DQ5868'THE MARK IS LOCATED ABOUT 1.95 MI (3.14 KM) SOUTH OF WELLS.
 DQ5868'
 DQ5868'TO REACH THE MARK GO 1.95 MI (3.14 KM) SOUTH ALONG TRUNK HIGHWAY 22
 DQ5868'FROM THE SOUTH JUNCTION OF TRUNK HIGHWAY 22 AND TRUNK HIGHWAY 109 IN
 DQ5868'WELLS, AT TRUNK HIGHWAY 22 MILE POINT 16.3.
 DQ5868'
 DQ5868'THE MARK IS LOCATED 66.5 FT (20.3 M) EAST OF TRUNK HIGHWAY 22, 23.0 FT
 DQ5868'(7.0 M) NORTH-NORTHEAST OF CABLE BOX, 6.0 FT (1.8 M) WEST OF A WITNESS
 DQ5868'POST.
 DQ5868'
 DQ5868'NOTE-THE STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM ROD
 DQ5868'DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION REMOVABLE DISK
 DQ5868'SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH PVC
 DQ5868'PIPE BACK FILLED WITH WASHED SAND.
 DQ5868
 DQ5868                          STATION RECOVERY (2018)
 DQ5868
 DQ5868'RECOVERY NOTE BY MN DEPT OF TRANSP 2018 (KMS)
 DQ5868'1.95 MI (3.14 KM) SOUTH OF WELLS, 1.95 MI (3.14 KM) SOUTH ALONG TRUNK
 DQ5868'HIGHWAY 22 FROM THE SOUTH JUNCTION OF TRUNK HIGHWAY 22 AND TRUNK
 DQ5868'HIGHWAY 109 IN WELLS, AT TRUNK HIGHWAY 22 MILE POINT 16.3, 66.5 FT
 DQ5868'(20.3 M) EAST OF TRUNK HIGHWAY 22, 23.0 FT (7.0 M) NORTH-NORTHEAST OF
 DQ5868'A CABLE BOX, 6.0 FT (1.8 M) WEST OF A WITNESS POST.
 DQ5868
 DQ5868                          STATION RECOVERY (2023)
 DQ5868
 DQ5868'RECOVERY NOTE BY MN DEPT OF TRANSP 2023 (EXR)
 DQ5868'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DE9629 ***********************************************************************
 DE9629  DESIGNATION -  2205 K
 DE9629  PID         -  DE9629
 DE9629  STATE/COUNTY-  MN/FARIBAULT
 DE9629  COUNTRY     -  US
 DE9629  USGS QUAD   -  MINNESOTA LAKE (2019)
 DE9629
 DE9629                         *CURRENT SURVEY CONTROL
 DE9629  ______________________________________________________________________
 DE9629* NAD 83(2011) POSITION- 43 50 12.89087(N) 093 49 26.52028(W)   ADJUSTED
 DE9629* NAD 83(2011) ELLIP HT-   290.413 (meters)        (06/27/12)   ADJUSTED
 DE9629* NAD 83(2011) EPOCH   -  2010.00
 DE9629* NAVD 88 ORTHO HEIGHT -   319.415 (meters)     1047.95  (feet) ADJUSTED
 DE9629  ______________________________________________________________________
 DE9629  GEOID HEIGHT    -        -28.998 (meters)                     GEOID18
 DE9629  NAD 83(2011) X  -   -307,335.737 (meters)                     COMP
 DE9629  NAD 83(2011) Y  - -4,597,994.971 (meters)                     COMP
 DE9629  NAD 83(2011) Z  -  4,395,240.006 (meters)                     COMP
 DE9629  LAPLACE CORR    -         -5.30  (seconds)                    DEFLEC18
 DE9629  DYNAMIC HEIGHT  -        319.346 (meters)     1047.72  (feet) COMP
 DE9629  MODELED GRAVITY -    980,394.6   (mgal)                       NAVD 88
 DE9629
 DE9629  VERT ORDER      -  SECOND    CLASS I
 DE9629
 DE9629  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DE9629  Standards:
 DE9629         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DE9629            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DE9629  -------------------------------------------------------------------
 DE9629  NETWORK    0.77   0.69           0.36   0.25   0.35     -0.09706078
 DE9629  -------------------------------------------------------------------
 DE9629  Click here for local accuracies and other accuracy information.
 DE9629
 DE9629.The horizontal coordinates were established by GPS observations
 DE9629.and adjusted by the National Geodetic Survey in June 2012.
 DE9629
 DE9629.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DE9629.been affixed to the stable North American tectonic plate. See 
 DE9629.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DE9629
 DE9629.The horizontal coordinates are valid at the epoch date displayed above
 DE9629.which is a decimal equivalence of Year/Month/Day.
 DE9629
 DE9629.The orthometric height was determined by differential leveling and
 DE9629.adjusted by the NATIONAL GEODETIC SURVEY
 DE9629.in August 2004.
 DE9629
 DE9629.Significant digits in the geoid height do not necessarily reflect accuracy.
 DE9629.GEOID18 height accuracy estimate available here.
 DE9629
 DE9629.Click photographs - Photos may exist for this station.
 DE9629
 DE9629.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DE9629
 DE9629.The Laplace correction was computed from DEFLEC18 derived deflections.
 DE9629
 DE9629.The ellipsoidal height was determined by GPS observations
 DE9629.and is referenced to NAD 83.
 DE9629
 DE9629.The dynamic height is computed by dividing the NAVD 88
 DE9629.geopotential number by the normal gravity value computed on the
 DE9629.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE9629.degrees latitude (g = 980.6199 gals.).
 DE9629
 DE9629.The modeled gravity was interpolated from observed gravity values.
 DE9629
 DE9629. The following values were computed from the NAD 83(2011) position.
 DE9629
 DE9629;                    North         East     Units Scale Factor Converg.
 DE9629;SPC MN S     -   193,007.155   814,152.043   MT  0.99998882   +0 07 24.0
 DE9629;SPC MN S     -   633,224.31  2,671,097.16   sFT  0.99998882   +0 07 24.0
 DE9629;UTM  15      - 4,854,089.472   433,753.060   MT  0.99965398   -0 34 14.7
 DE9629
 DE9629!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE9629!SPC MN S     -   0.99995446  x   0.99998882  =   0.99994328
 DE9629!UTM  15      -   0.99995446  x   0.99965398  =   0.99960846
 DE9629
 DE9629_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVJ3375354089(NAD 83)
 DE9629
 DE9629                          SUPERSEDED SURVEY CONTROL
 DE9629
 DE9629  NAD 83(2007)-  43 50 12.89091(N)    093 49 26.52103(W) AD(2002.00) 0
 DE9629  ELLIP H (02/10/07)  290.437  (m)                       GP(2002.00)    
 DE9629  NAD 83(1996)-  43 50 12.89031(N)    093 49 26.52036(W) AD(       ) 1
 DE9629  ELLIP H (01/23/03)  290.487  (m)                       GP(       ) 3 2
 DE9629  NAVD 88             319.42   (m)         1048.0    (f) LEVELING    3  
 DE9629
 DE9629.Superseded values are not recommended for survey control.
 DE9629
 DE9629.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE9629.See file dsdata.pdf to determine how the superseded data were derived.
 DE9629
 DE9629_MARKER: DD = SURVEY DISK
 DE9629_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DE9629_STAMPING: 2205 K
 DE9629_MARK LOGO: MNDT
 DE9629_PROJECTION: RECESSED 5 CENTIMETERS
 DE9629_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DE9629_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DE9629_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DE9629+SATELLITE: SATELLITE OBSERVATIONS - July 10, 2018
 DE9629_ROD/PIPE-DEPTH: 4.6 meters
 DE9629
 DE9629  HISTORY     - Date     Condition        Report By
 DE9629  HISTORY     - 1999     MONUMENTED       MNDT
 DE9629  HISTORY     - 20120223 GOOD             DUCKS
 DE9629  HISTORY     - 20180710 GOOD             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.
 DE9629
 DE9629                          STATION RECOVERY (2012)
 DE9629
 DE9629'RECOVERY NOTE BY DUCKS UNLIMITED 2012 (GLJ)
 DE9629'RECOVERED IN GOOD CONDITION.
 DE9629
 DE9629                          STATION RECOVERY (2018)
 DE9629
 DE9629'RECOVERY NOTE BY MN DEPT OF TRANSP 2018 (KDJ)
 DE9629'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DR2992 ***********************************************************************
 DR2992  DESIGNATION -  2205 M RESET
 DR2992  PID         -  DR2992
 DR2992  STATE/COUNTY-  MN/FARIBAULT
 DR2992  COUNTRY     -  US
 DR2992  USGS QUAD   -  MINNESOTA LAKE (2019)
 DR2992
 DR2992                         *CURRENT SURVEY CONTROL
 DR2992  ______________________________________________________________________
 DR2992* NAD 83(1986) POSITION- 43 48 15.21   (N) 093 47 21.75   (W)   HD_HELD1
 DR2992* NAVD 88 ORTHO HEIGHT -   327.267 (meters)     1073.71  (feet) ADJUSTED
 DR2992  ______________________________________________________________________
 DR2992  GEOID HEIGHT    -        -29.092 (meters)                     GEOID18
 DR2992  DYNAMIC HEIGHT  -        327.194 (meters)     1073.47  (feet) COMP
 DR2992  MODELED GRAVITY -    980,386.4   (mgal)                       NAVD 88
 DR2992
 DR2992  VERT ORDER      -  SECOND    CLASS I
 DR2992
 DR2992.The horizontal coordinates were determined by differentially corrected
 DR2992.hand held GPS observations or other comparable positioning techniques
 DR2992.and have an estimated accuracy of +/- 3 meters.
 DR2992
 DR2992.The orthometric height was determined by differential leveling and
 DR2992.adjusted by the NATIONAL GEODETIC SURVEY
 DR2992.in April 2020.
 DR2992
 DR2992.Significant digits in the geoid height do not necessarily reflect accuracy.
 DR2992.GEOID18 height accuracy estimate available here.
 DR2992
 DR2992.Click photographs - Photos may exist for this station.
 DR2992
 DR2992.The dynamic height is computed by dividing the NAVD 88
 DR2992.geopotential number by the normal gravity value computed on the
 DR2992.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DR2992.degrees latitude (g = 980.6199 gals.).
 DR2992
 DR2992.The modeled gravity was interpolated from observed gravity values.
 DR2992
 DR2992;                    North         East    Units  Estimated Accuracy
 DR2992;SPC MN S     -   189,381.7     816,948.8     MT  (+/- 3 meters HH1 GPS) 
 DR2992
 DR2992_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVJ3650450431(NAD 83)
 DR2992
 DR2992                          SUPERSEDED SURVEY CONTROL
 DR2992
 DR2992.No superseded survey control is available for this station.
 DR2992
 DR2992_MARKER: I = METAL ROD
 DR2992_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DR2992_STAMPING: 2205 M RESET 2018
 DR2992_MARK LOGO: MNDT
 DR2992_PROJECTION: RECESSED 5 CENTIMETERS
 DR2992_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DR2992_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DR2992_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DR2992+SATELLITE: SATELLITE OBSERVATIONS - July 10, 2018
 DR2992_ROD/PIPE-DEPTH: 9.1 meters
 DR2992
 DR2992  HISTORY     - Date     Condition        Report By
 DR2992  HISTORY     - 20180710 MONUMENTED       MNDT
 DR2992
 DR2992                          STATION DESCRIPTION
 DR2992
 DR2992'DESCRIBED BY MN DEPT OF TRANSP 2018
 DR2992'THE MARK IS LOCATED ABOUT 3.25 MI (5.23 KM) SOUTHEAST OF MINNESOTA
 DR2992'LAKE.
 DR2992'
 DR2992'TO REACH THE MARK GO 3.3 MI (5.3 KM) SOUTHEAST ALONG TRUNK HIGHWAY 22
 DR2992'FROM THE JUNCTION OF TRUNK HIGHWAY 22 AND COUNTY ROAD 21 IN MINNESOTA
 DR2992'LAKE, AT TRUNK HIGHWAY 22 MILE POINT 23.40.
 DR2992'
 DR2992'THE MARK IS 123.0 FT (37.5 M) NORTHEAST OF TRUNK HIGHWAY 22, 42.0 FT
 DR2992'(12.8 M) SOUTH OF COUNTY ROAD 34 (220TH STREET), 13.2 FT (4.0 M)
 DR2992'EAST-NORTHEAST OF A POWER POLE, 13.2 FT (4.0 M) EAST-NORTHEAST OF A
 DR2992'WITNESS POST.
 DR2992'
 DR2992'NOTE-THE STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM ROD
 DR2992'DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION REMOVABLE DISK
 DR2992'SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH PVC
 DR2992'PIPE BACK FILLED WITH WASHED SAND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DE9631 ***********************************************************************
 DE9631  DESIGNATION -  2205 P
 DE9631  PID         -  DE9631
 DE9631  STATE/COUNTY-  MN/FARIBAULT
 DE9631  COUNTRY     -  US
 DE9631  USGS QUAD   -  MINNESOTA LAKE (2019)
 DE9631
 DE9631                         *CURRENT SURVEY CONTROL
 DE9631  ______________________________________________________________________
 DE9631* NAD 83(2011) POSITION- 43 46 44.12984(N) 093 45 51.18218(W)   ADJUSTED
 DE9631* NAD 83(2011) ELLIP HT-   308.293 (meters)        (06/27/12)   ADJUSTED
 DE9631* NAD 83(2011) EPOCH   -  2010.00
 DE9631* NAVD 88 ORTHO HEIGHT -   337.426 (meters)     1107.04  (feet) ADJUSTED
 DE9631  ______________________________________________________________________
 DE9631  GEOID HEIGHT    -        -29.156 (meters)                     GEOID18
 DE9631  NAD 83(2011) X  -   -302,828.991 (meters)                     COMP
 DE9631  NAD 83(2011) Y  - -4,602,776.967 (meters)                     COMP
 DE9631  NAD 83(2011) Z  -  4,390,602.415 (meters)                     COMP
 DE9631  LAPLACE CORR    -         -4.31  (seconds)                    DEFLEC18
 DE9631  DYNAMIC HEIGHT  -        337.349 (meters)     1106.79  (feet) COMP
 DE9631  MODELED GRAVITY -    980,380.6   (mgal)                       NAVD 88
 DE9631
 DE9631  VERT ORDER      -  SECOND    CLASS I
 DE9631
 DE9631  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DE9631  Standards:
 DE9631         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DE9631            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DE9631  -------------------------------------------------------------------
 DE9631  NETWORK    1.01   0.74           0.49   0.25   0.38      0.27018586
 DE9631  -------------------------------------------------------------------
 DE9631  Click here for local accuracies and other accuracy information.
 DE9631
 DE9631.The horizontal coordinates were established by GPS observations
 DE9631.and adjusted by the National Geodetic Survey in June 2012.
 DE9631
 DE9631.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DE9631.been affixed to the stable North American tectonic plate. See 
 DE9631.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DE9631
 DE9631.The horizontal coordinates are valid at the epoch date displayed above
 DE9631.which is a decimal equivalence of Year/Month/Day.
 DE9631
 DE9631.The orthometric height was determined by differential leveling and
 DE9631.adjusted by the NATIONAL GEODETIC SURVEY
 DE9631.in April 2020.
 DE9631
 DE9631.Significant digits in the geoid height do not necessarily reflect accuracy.
 DE9631.GEOID18 height accuracy estimate available here.
 DE9631
 DE9631.Click photographs - Photos may exist for this station.
 DE9631
 DE9631.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DE9631
 DE9631.The Laplace correction was computed from DEFLEC18 derived deflections.
 DE9631
 DE9631.The ellipsoidal height was determined by GPS observations
 DE9631.and is referenced to NAD 83.
 DE9631
 DE9631.The dynamic height is computed by dividing the NAVD 88
 DE9631.geopotential number by the normal gravity value computed on the
 DE9631.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE9631.degrees latitude (g = 980.6199 gals.).
 DE9631
 DE9631.The modeled gravity was interpolated from observed gravity values.
 DE9631
 DE9631. The following values were computed from the NAD 83(2011) position.
 DE9631
 DE9631;                    North         East     Units Scale Factor Converg.
 DE9631;SPC MN S     -   186,576.241   818,981.305   MT  1.00000096   +0 09 55.0
 DE9631;SPC MN S     -   612,125.55  2,686,941.16   sFT  1.00000096   +0 09 55.0
 DE9631;UTM  15      - 4,847,602.768   438,502.432   MT  0.99964652   -0 31 43.5
 DE9631
 DE9631!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE9631!SPC MN S     -   0.99995166  x   1.00000096  =   0.99995262
 DE9631!UTM  15      -   0.99995166  x   0.99964652  =   0.99959820
 DE9631
 DE9631_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVJ3850247602(NAD 83)
 DE9631
 DE9631                          SUPERSEDED SURVEY CONTROL
 DE9631
 DE9631  NAD 83(2007)-  43 46 44.12992(N)    093 45 51.18293(W) AD(2002.00) 0
 DE9631  ELLIP H (02/10/07)  308.317  (m)                       GP(2002.00)    
 DE9631  NAD 83(1996)-  43 46 44.12915(N)    093 45 51.18203(W) AD(       ) 1
 DE9631  ELLIP H (01/23/03)  308.368  (m)                       GP(       ) 3 2
 DE9631  NAVD 88 (08/10/04)  337.437  (m)         1107.07   (f) SUPERSEDED  2 1
 DE9631  NAVD 88             337.44   (m)         1107.1    (f) LEVELING    3  
 DE9631
 DE9631.Superseded values are not recommended for survey control.
 DE9631
 DE9631.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE9631.See file dsdata.pdf to determine how the superseded data were derived.
 DE9631
 DE9631_MARKER: DD = SURVEY DISK
 DE9631_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DE9631_STAMPING: 2205 P 1999
 DE9631_MARK LOGO: MNDT
 DE9631_PROJECTION: RECESSED 5 CENTIMETERS
 DE9631_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DE9631_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DE9631_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DE9631+SATELLITE: SATELLITE OBSERVATIONS - July 10, 2018
 DE9631_ROD/PIPE-DEPTH: 7.6 meters
 DE9631
 DE9631  HISTORY     - Date     Condition        Report By
 DE9631  HISTORY     - 1999     MONUMENTED       MNDT
 DE9631  HISTORY     - 20180710 GOOD             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.
 DE9631
 DE9631                          STATION RECOVERY (2018)
 DE9631
 DE9631'RECOVERY NOTE BY MN DEPT OF TRANSP 2018 (KDJ)
 DE9631'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DE9632 ***********************************************************************
 DE9632  DESIGNATION -  2205 Q
 DE9632  PID         -  DE9632
 DE9632  STATE/COUNTY-  MN/FARIBAULT
 DE9632  COUNTRY     -  US
 DE9632  USGS QUAD   -  MINNESOTA LAKE (2019)
 DE9632
 DE9632                         *CURRENT SURVEY CONTROL
 DE9632  ______________________________________________________________________
 DE9632* NAD 83(2011) POSITION- 43 46 00.85989(N) 093 45 06.35288(W)   ADJUSTED
 DE9632* NAD 83(2011) ELLIP HT-   314.548 (meters)        (06/27/12)   ADJUSTED
 DE9632* NAD 83(2011) EPOCH   -  2010.00
 DE9632* NAVD 88 ORTHO HEIGHT -   343.729 (meters)     1127.72  (feet) ADJUSTED
 DE9632  ______________________________________________________________________
 DE9632  GEOID HEIGHT    -        -29.185 (meters)                     GEOID18
 DE9632  NAD 83(2011) X  -   -301,889.374 (meters)                     COMP
 DE9632  NAD 83(2011) Y  - -4,603,769.115 (meters)                     COMP
 DE9632  NAD 83(2011) Z  -  4,389,642.382 (meters)                     COMP
 DE9632  LAPLACE CORR    -         -4.11  (seconds)                    DEFLEC18
 DE9632  DYNAMIC HEIGHT  -        343.649 (meters)     1127.46  (feet) COMP
 DE9632  MODELED GRAVITY -    980,377.9   (mgal)                       NAVD 88
 DE9632
 DE9632  VERT ORDER      -  SECOND    CLASS I
 DE9632
 DE9632  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DE9632  Standards:
 DE9632         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DE9632            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DE9632  -------------------------------------------------------------------
 DE9632  NETWORK    0.64   0.71           0.30   0.20   0.36      0.23795512
 DE9632  -------------------------------------------------------------------
 DE9632  Click here for local accuracies and other accuracy information.
 DE9632
 DE9632.The horizontal coordinates were established by GPS observations
 DE9632.and adjusted by the National Geodetic Survey in June 2012.
 DE9632
 DE9632.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DE9632.been affixed to the stable North American tectonic plate. See 
 DE9632.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DE9632
 DE9632.The horizontal coordinates are valid at the epoch date displayed above
 DE9632.which is a decimal equivalence of Year/Month/Day.
 DE9632
 DE9632.The orthometric height was determined by differential leveling and
 DE9632.adjusted by the NATIONAL GEODETIC SURVEY
 DE9632.in April 2020.
 DE9632
 DE9632.Significant digits in the geoid height do not necessarily reflect accuracy.
 DE9632.GEOID18 height accuracy estimate available here.
 DE9632
 DE9632.Click photographs - Photos may exist for this station.
 DE9632
 DE9632.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DE9632
 DE9632.The Laplace correction was computed from DEFLEC18 derived deflections.
 DE9632
 DE9632.The ellipsoidal height was determined by GPS observations
 DE9632.and is referenced to NAD 83.
 DE9632
 DE9632.The dynamic height is computed by dividing the NAVD 88
 DE9632.geopotential number by the normal gravity value computed on the
 DE9632.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE9632.degrees latitude (g = 980.6199 gals.).
 DE9632
 DE9632.The modeled gravity was interpolated from observed gravity values.
 DE9632
 DE9632. The following values were computed from the NAD 83(2011) position.
 DE9632
 DE9632;                    North         East     Units Scale Factor Converg.
 DE9632;SPC MN S     -   185,243.760   819,987.833   MT  1.00000360   +0 10 26.4
 DE9632;SPC MN S     -   607,753.90  2,690,243.42   sFT  1.00000360   +0 10 26.4
 DE9632;UTM  15      - 4,846,258.672   439,492.393   MT  0.99964503   -0 31 12.1
 DE9632
 DE9632!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE9632!SPC MN S     -   0.99995068  x   1.00000360  =   0.99995428
 DE9632!UTM  15      -   0.99995068  x   0.99964503  =   0.99959573
 DE9632
 DE9632_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVJ3949246258(NAD 83)
 DE9632
 DE9632                          SUPERSEDED SURVEY CONTROL
 DE9632
 DE9632  NAD 83(2007)-  43 46 00.85999(N)    093 45 06.35364(W) AD(2002.00) 0
 DE9632  ELLIP H (02/10/07)  314.571  (m)                       GP(2002.00)    
 DE9632  NAD 83(1996)-  43 46 00.85911(N)    093 45 06.35269(W) AD(       ) 1
 DE9632  ELLIP H (01/23/03)  314.623  (m)                       GP(       ) 3 2
 DE9632  NAVD 88 (08/10/04)  343.740  (m)         1127.75   (f) SUPERSEDED  2 1
 DE9632  NAVD 88             343.74   (m)         1127.8    (f) LEVELING    3  
 DE9632
 DE9632.Superseded values are not recommended for survey control.
 DE9632
 DE9632.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE9632.See file dsdata.pdf to determine how the superseded data were derived.
 DE9632
 DE9632_MARKER: DD = SURVEY DISK
 DE9632_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DE9632_STAMPING: 2205 Q 1999
 DE9632_MARK LOGO: MNDT
 DE9632_PROJECTION: RECESSED 3 CENTIMETERS
 DE9632_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DE9632_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DE9632_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DE9632+SATELLITE: SATELLITE OBSERVATIONS - July 10, 2018
 DE9632_ROD/PIPE-DEPTH: 10.7 meters
 DE9632
 DE9632  HISTORY     - Date     Condition        Report By
 DE9632  HISTORY     - 1999     MONUMENTED       MNDT
 DE9632  HISTORY     - 20180710 GOOD             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.
 DE9632
 DE9632                          STATION RECOVERY (2018)
 DE9632
 DE9632'RECOVERY NOTE BY MN DEPT OF TRANSP 2018 (KDJ)
 DE9632'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DR2998 ***********************************************************************
 DR2998  DESIGNATION -  2205 R
 DR2998  PID         -  DR2998
 DR2998  STATE/COUNTY-  MN/FARIBAULT
 DR2998  COUNTRY     -  US
 DR2998  USGS QUAD   -  MATAWAN (2019)
 DR2998
 DR2998                         *CURRENT SURVEY CONTROL
 DR2998  ______________________________________________________________________
 DR2998* NAD 83(2011) POSITION- 43 45 55.36731(N) 093 44 58.19830(W)   ADJUSTED
 DR2998* NAD 83(2011) ELLIP HT-   314.316 (meters)        (05/01/24)   ADJUSTED
 DR2998* NAD 83(2011) EPOCH   -  2010.00
 DR2998* NAVD 88 ORTHO HEIGHT -   343.503 (meters)     1126.98  (feet) ADJUSTED
 DR2998  ______________________________________________________________________
 DR2998  GEOID HEIGHT    -        -29.190 (meters)                     GEOID18
 DR2998  NAD 83(2011) X  -   -301,715.023 (meters)                     COMP
 DR2998  NAD 83(2011) Y  - -4,603,897.893 (meters)                     COMP
 DR2998  NAD 83(2011) Z  -  4,389,519.794 (meters)                     COMP
 DR2998  LAPLACE CORR    -         -4.08  (seconds)                    DEFLEC18
 DR2998  DYNAMIC HEIGHT  -        343.423 (meters)     1126.71  (feet) COMP
 DR2998  MODELED GRAVITY -    980,377.4   (mgal)                       NAVD 88
 DR2998
 DR2998  VERT ORDER      -  SECOND    CLASS I
 DR2998
 DR2998  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DR2998  Standards:
 DR2998         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DR2998            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DR2998  -------------------------------------------------------------------
 DR2998  NETWORK    0.77   1.65           0.35   0.27   0.84     -0.09989358
 DR2998  -------------------------------------------------------------------
 DR2998  Click here for local accuracies and other accuracy information.
 DR2998
 DR2998.The horizontal coordinates were established by GPS observations
 DR2998.and adjusted by the MN DEPT OF TRANSP in May 2024.
 DR2998
 DR2998.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DR2998.been affixed to the stable North American tectonic plate. See 
 DR2998.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DR2998
 DR2998.The horizontal coordinates are valid at the epoch date displayed above
 DR2998.which is a decimal equivalence of Year/Month/Day.
 DR2998
 DR2998.The orthometric height was determined by differential leveling and
 DR2998.adjusted by the NATIONAL GEODETIC SURVEY
 DR2998.in April 2020.
 DR2998
 DR2998.Significant digits in the geoid height do not necessarily reflect accuracy.
 DR2998.GEOID18 height accuracy estimate available here.
 DR2998
 DR2998.Click photographs - Photos may exist for this station.
 DR2998
 DR2998.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DR2998
 DR2998.The Laplace correction was computed from DEFLEC18 derived deflections.
 DR2998
 DR2998.The ellipsoidal height was determined by GPS observations
 DR2998.and is referenced to NAD 83.
 DR2998
 DR2998.The dynamic height is computed by dividing the NAVD 88
 DR2998.geopotential number by the normal gravity value computed on the
 DR2998.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DR2998.degrees latitude (g = 980.6199 gals.).
 DR2998
 DR2998.The modeled gravity was interpolated from observed gravity values.
 DR2998
 DR2998. The following values were computed from the NAD 83(2011) position.
 DR2998
 DR2998;                    North         East     Units Scale Factor Converg.
 DR2998;SPC MN S     -   185,074.797   820,170.742   MT  1.00000394   +0 10 32.1
 DR2998;SPC MN S     -   607,199.56  2,690,843.51   sFT  1.00000394   +0 10 32.1
 DR2998;UTM  15      - 4,846,087.568   439,673.177   MT  0.99964476   -0 31 06.4
 DR2998
 DR2998!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DR2998!SPC MN S     -   0.99995071  x   1.00000394  =   0.99995465
 DR2998!UTM  15      -   0.99995071  x   0.99964476  =   0.99959549
 DR2998
 DR2998_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVJ3967346087(NAD 83)
 DR2998
 DR2998                          SUPERSEDED SURVEY CONTROL
 DR2998
 DR2998.No superseded survey control is available for this station.
 DR2998
 DR2998_MARKER: F = FLANGE-ENCASED ROD
 DR2998_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DR2998_STAMPING: 2205 R 2018
 DR2998_MARK LOGO: MNDT
 DR2998_PROJECTION: RECESSED 8 CENTIMETERS
 DR2998_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DR2998_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DR2998_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DR2998+SATELLITE: SATELLITE OBSERVATIONS - August 15, 2023
 DR2998_ROD/PIPE-DEPTH: 13.1 meters
 DR2998
 DR2998  HISTORY     - Date     Condition        Report By
 DR2998  HISTORY     - 20180401 MONUMENTED       MNDT
 DR2998  HISTORY     - 20201202 GOOD             MNDT
 DR2998  HISTORY     - 20230815 GOOD             MNDT
 DR2998
 DR2998                          STATION DESCRIPTION
 DR2998
 DR2998'DESCRIBED BY MN DEPT OF TRANSP 2018
 DR2998'THE MARK IS LOCATED ABOUT 1.7 MI (2.7 KM) NORTHWEST OF WELLS.
 DR2998'
 DR2998'TO REACH THE MARK GO 1.55 MI (2.49 KM) NORTHWEST ALONG TRUNK HIGHWAY
 DR2998'22 FROM THE NORTH JUNCTION OF TRUNK HIGHWAY 22 AND TRUNK HIGHWAY 109
 DR2998'IN WELLS, AT TRUNK HIGHWAY 22 MILE POINT 20.0.
 DR2998'
 DR2998'THE MARK IS 62.7 FT (19.1 M) NORTHEAST OF TRUNK HIGHWAY 22, 45.4 FT
 DR2998'(13.8 M) WEST OF A POWER POLE, 52.7 FT (16.1 M) EAST OF MILEPOST
 DR2998'NUMBER 20, 1.5 FT (0.5 M) SOUTHWEST OF A WITNESS POST.
 DR2998'
 DR2998'NOTE - THE STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM
 DR2998'ROD DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION REMOVABLE
 DR2998'DISK SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH
 DR2998'PVC PIPE BACK FILLED WITH WASHED SAND.
 DR2998
 DR2998                          STATION RECOVERY (2020)
 DR2998
 DR2998'RECOVERY NOTE BY MN DEPT OF TRANSP 2020 (KMS)
 DR2998'RECOVERED IN GOOD CONDITION.
 DR2998
 DR2998                          STATION RECOVERY (2023)
 DR2998
 DR2998'RECOVERY NOTE BY MN DEPT OF TRANSP 2023 (AXD)
 DR2998'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DR2997 ***********************************************************************
 DR2997  DESIGNATION -  2205 S
 DR2997  PID         -  DR2997
 DR2997  STATE/COUNTY-  MN/FARIBAULT
 DR2997  COUNTRY     -  US
 DR2997  USGS QUAD   -  MINNESOTA LAKE (2019)
 DR2997
 DR2997                         *CURRENT SURVEY CONTROL
 DR2997  ______________________________________________________________________
 DR2997* NAD 83(2011) POSITION- 43 46 32.41644(N) 093 45 37.87797(W)   ADJUSTED
 DR2997* NAD 83(2011) ELLIP HT-   309.071 (meters)        (05/01/24)   ADJUSTED
 DR2997* NAD 83(2011) EPOCH   -  2010.00
 DR2997* NAVD 88 ORTHO HEIGHT -   338.228 (meters)     1109.67  (feet) ADJUSTED
 DR2997  ______________________________________________________________________
 DR2997  GEOID HEIGHT    -        -29.164 (meters)                     GEOID18
 DR2997  NAD 83(2011) X  -   -302,548.550 (meters)                     COMP
 DR2997  NAD 83(2011) Y  - -4,603,046.640 (meters)                     COMP
 DR2997  NAD 83(2011) Z  -  4,390,341.915 (meters)                     COMP
 DR2997  LAPLACE CORR    -         -4.25  (seconds)                    DEFLEC18
 DR2997  DYNAMIC HEIGHT  -        338.150 (meters)     1109.41  (feet) COMP
 DR2997  MODELED GRAVITY -    980,379.8   (mgal)                       NAVD 88
 DR2997
 DR2997  VERT ORDER      -  SECOND    CLASS I
 DR2997
 DR2997  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DR2997  Standards:
 DR2997         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DR2997            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DR2997  -------------------------------------------------------------------
 DR2997  NETWORK    0.76   1.61           0.35   0.26   0.82     -0.08181467
 DR2997  -------------------------------------------------------------------
 DR2997  Click here for local accuracies and other accuracy information.
 DR2997
 DR2997.The horizontal coordinates were established by GPS observations
 DR2997.and adjusted by the MN DEPT OF TRANSP in May 2024.
 DR2997
 DR2997.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DR2997.been affixed to the stable North American tectonic plate. See 
 DR2997.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DR2997
 DR2997.The horizontal coordinates are valid at the epoch date displayed above
 DR2997.which is a decimal equivalence of Year/Month/Day.
 DR2997
 DR2997.The orthometric height was determined by differential leveling and
 DR2997.adjusted by the NATIONAL GEODETIC SURVEY
 DR2997.in April 2020.
 DR2997
 DR2997.Significant digits in the geoid height do not necessarily reflect accuracy.
 DR2997.GEOID18 height accuracy estimate available here.
 DR2997
 DR2997.Click photographs - Photos may exist for this station.
 DR2997
 DR2997.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DR2997
 DR2997.The Laplace correction was computed from DEFLEC18 derived deflections.
 DR2997
 DR2997.The ellipsoidal height was determined by GPS observations
 DR2997.and is referenced to NAD 83.
 DR2997
 DR2997.The dynamic height is computed by dividing the NAVD 88
 DR2997.geopotential number by the normal gravity value computed on the
 DR2997.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DR2997.degrees latitude (g = 980.6199 gals.).
 DR2997
 DR2997.The modeled gravity was interpolated from observed gravity values.
 DR2997
 DR2997. The following values were computed from the NAD 83(2011) position.
 DR2997
 DR2997;                    North         East     Units Scale Factor Converg.
 DR2997;SPC MN S     -   186,215.593   819,279.873   MT  1.00000167   +0 10 04.3
 DR2997;SPC MN S     -   610,942.32  2,687,920.72   sFT  1.00000167   +0 10 04.3
 DR2997;UTM  15      - 4,847,238.659   438,796.505   MT  0.99964607   -0 31 34.2
 DR2997
 DR2997!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DR2997!SPC MN S     -   0.99995154  x   1.00000167  =   0.99995321
 DR2997!UTM  15      -   0.99995154  x   0.99964607  =   0.99959762
 DR2997
 DR2997_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVJ3879647238(NAD 83)
 DR2997
 DR2997                          SUPERSEDED SURVEY CONTROL
 DR2997
 DR2997.No superseded survey control is available for this station.
 DR2997
 DR2997_MARKER: F = FLANGE-ENCASED ROD
 DR2997_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DR2997_STAMPING: 2205 S 2018
 DR2997_MARK LOGO: MNDT
 DR2997_PROJECTION: RECESSED 8 CENTIMETERS
 DR2997_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DR2997_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DR2997_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DR2997+SATELLITE: SATELLITE OBSERVATIONS - August 15, 2023
 DR2997_ROD/PIPE-DEPTH: 8.8 meters
 DR2997
 DR2997  HISTORY     - Date     Condition        Report By
 DR2997  HISTORY     - 20180401 MONUMENTED       MNDT
 DR2997  HISTORY     - 20230815 GOOD             MNDT
 DR2997
 DR2997                          STATION DESCRIPTION
 DR2997
 DR2997'DESCRIBED BY MN DEPT OF TRANSP 2018
 DR2997'THE MARK IS LOCATED ABOUT 2.6 MI (4.2 KM) NORTHWEST OF WELLS.
 DR2997'
 DR2997'TO REACH THE MARK GO 2.45 MI (3.94 KM) NORTHWEST ALONG TRUNK HIGHWAY
 DR2997'22 FROM THE NORTH JUNCTION OF TRUNK HIGHWAY 22 AND TRUNK HIGHWAY 109
 DR2997'IN WELLS, AT TRUNK HIGHWAY 22 MILE POINT 20.9.
 DR2997'
 DR2997'THE MARK IS 47.3 FT (14.4 M) NORTHEAST OF TRUNK HIGHWAY 22, 61.2 FT
 DR2997'(18.7 M) NORTHWEST OF 200TH STREET, 1.5 FT (0.5 M) SOUTHWEST OF A
 DR2997'WITNESS POST.
 DR2997'
 DR2997'NOTE-THE STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM ROD
 DR2997'DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION REMOVABLE DISK
 DR2997'SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH PVC
 DR2997'PIPE BACK FILLED WITH WASHED SAND.
 DR2997
 DR2997                          STATION RECOVERY (2023)
 DR2997
 DR2997'RECOVERY NOTE BY MN DEPT OF TRANSP 2023 (AXD)
 DR2997'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DR2996 ***********************************************************************
 DR2996  DESIGNATION -  2205 T
 DR2996  PID         -  DR2996
 DR2996  STATE/COUNTY-  MN/FARIBAULT
 DR2996  COUNTRY     -  US
 DR2996  USGS QUAD   -  MINNESOTA LAKE (2019)
 DR2996
 DR2996                         *CURRENT SURVEY CONTROL
 DR2996  ______________________________________________________________________
 DR2996* NAD 83(2011) POSITION- 43 46 59.96374(N) 093 46 03.80066(W)   ADJUSTED
 DR2996* NAD 83(2011) ELLIP HT-   302.560 (meters)        (05/01/24)   ADJUSTED
 DR2996* NAD 83(2011) EPOCH   -  2010.00
 DR2996* NAVD 88 ORTHO HEIGHT -   331.701 (meters)     1088.26  (feet) ADJUSTED
 DR2996  ______________________________________________________________________
 DR2996  GEOID HEIGHT    -        -29.146 (meters)                     GEOID18
 DR2996  NAD 83(2011) X  -   -303,088.079 (meters)                     COMP
 DR2996  NAD 83(2011) Y  - -4,602,416.891 (meters)                     COMP
 DR2996  NAD 83(2011) Z  -  4,390,951.291 (meters)                     COMP
 DR2996  LAPLACE CORR    -         -4.35  (seconds)                    DEFLEC18
 DR2996  DYNAMIC HEIGHT  -        331.625 (meters)     1088.01  (feet) COMP
 DR2996  MODELED GRAVITY -    980,381.5   (mgal)                       NAVD 88
 DR2996
 DR2996  VERT ORDER      -  SECOND    CLASS I
 DR2996
 DR2996  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DR2996  Standards:
 DR2996         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DR2996            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DR2996  -------------------------------------------------------------------
 DR2996  NETWORK    0.75   1.57           0.34   0.26   0.80     -0.08985316
 DR2996  -------------------------------------------------------------------
 DR2996  Click here for local accuracies and other accuracy information.
 DR2996
 DR2996.The horizontal coordinates were established by GPS observations
 DR2996.and adjusted by the MN DEPT OF TRANSP in May 2024.
 DR2996
 DR2996.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DR2996.been affixed to the stable North American tectonic plate. See 
 DR2996.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DR2996
 DR2996.The horizontal coordinates are valid at the epoch date displayed above
 DR2996.which is a decimal equivalence of Year/Month/Day.
 DR2996
 DR2996.The orthometric height was determined by differential leveling and
 DR2996.adjusted by the NATIONAL GEODETIC SURVEY
 DR2996.in April 2020.
 DR2996
 DR2996.Significant digits in the geoid height do not necessarily reflect accuracy.
 DR2996.GEOID18 height accuracy estimate available here.
 DR2996
 DR2996.Click photographs - Photos may exist for this station.
 DR2996
 DR2996.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DR2996
 DR2996.The Laplace correction was computed from DEFLEC18 derived deflections.
 DR2996
 DR2996.The ellipsoidal height was determined by GPS observations
 DR2996.and is referenced to NAD 83.
 DR2996
 DR2996.The dynamic height is computed by dividing the NAVD 88
 DR2996.geopotential number by the normal gravity value computed on the
 DR2996.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DR2996.degrees latitude (g = 980.6199 gals.).
 DR2996
 DR2996.The modeled gravity was interpolated from observed gravity values.
 DR2996
 DR2996. The following values were computed from the NAD 83(2011) position.
 DR2996
 DR2996;                    North         East     Units Scale Factor Converg.
 DR2996;SPC MN S     -   187,064.118   818,697.742   MT  1.00000000   +0 09 46.1
 DR2996;SPC MN S     -   613,726.19  2,686,010.84   sFT  1.00000000   +0 09 46.1
 DR2996;UTM  15      - 4,848,093.871   438,224.898   MT  0.99964694   -0 31 52.4
 DR2996
 DR2996!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DR2996!SPC MN S     -   0.99995256  x   1.00000000  =   0.99995256
 DR2996!UTM  15      -   0.99995256  x   0.99964694  =   0.99959951
 DR2996
 DR2996_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVJ3822448093(NAD 83)
 DR2996
 DR2996                          SUPERSEDED SURVEY CONTROL
 DR2996
 DR2996.No superseded survey control is available for this station.
 DR2996
 DR2996_MARKER: F = FLANGE-ENCASED ROD
 DR2996_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DR2996_STAMPING: 2205 T 2018
 DR2996_MARK LOGO: MNDT
 DR2996_PROJECTION: RECESSED 8 CENTIMETERS
 DR2996_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DR2996_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DR2996_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DR2996+SATELLITE: SATELLITE OBSERVATIONS - August 15, 2023
 DR2996_ROD/PIPE-DEPTH: 8.5 meters
 DR2996
 DR2996  HISTORY     - Date     Condition        Report By
 DR2996  HISTORY     - 20180401 MONUMENTED       MNDT
 DR2996  HISTORY     - 20230815 GOOD             MNDT
 DR2996
 DR2996                          STATION DESCRIPTION
 DR2996
 DR2996'DESCRIBED BY MN DEPT OF TRANSP 2018
 DR2996'THE MARK IS LOCATED ABOUT 3.3 MI (5.3 KM) NORTHWEST OF WELLS.
 DR2996'
 DR2996'TO REACH THE MARK GO 3.1 MI (5.0 KM) NORTHWEST ALONG TRUNK HIGHWAY 22
 DR2996'FROM THE NORTH JUNCTION OF TRUNK HIGHWAY 22 AND TRUNK HIGHWAY 109 IN
 DR2996'WELLS, AT TRUNK HIGHWAY 22 MILE POINT 21.55.
 DR2996'
 DR2996'THE MARK IS 92.0 FT (28.0 M) NORTHEAST OF TRUNK HIGHWAY 22, 33.9 FT
 DR2996'(10.3 M) EAST OF 550TH AVENUE, 1.5 FT (0.5 M) SOUTHWEST OF A WITNESS
 DR2996'POST.
 DR2996'
 DR2996'NOTE-THE STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM ROD
 DR2996'DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION REMOVABLE DISK
 DR2996'SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH PVC
 DR2996'PIPE BACK FILLED WITH WASHED SAND.
 DR2996
 DR2996                          STATION RECOVERY (2023)
 DR2996
 DR2996'RECOVERY NOTE BY MN DEPT OF TRANSP 2023 (JXK)
 DR2996'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DR2993 ***********************************************************************
 DR2993  DESIGNATION -  2205 U
 DR2993  PID         -  DR2993
 DR2993  STATE/COUNTY-  MN/FARIBAULT
 DR2993  COUNTRY     -  US
 DR2993  USGS QUAD   -  MINNESOTA LAKE (2019)
 DR2993
 DR2993                         *CURRENT SURVEY CONTROL
 DR2993  ______________________________________________________________________
 DR2993* NAD 83(2011) POSITION- 43 48 01.38752(N) 093 47 07.36555(W)   ADJUSTED
 DR2993* NAD 83(2011) ELLIP HT-   299.134 (meters)        (05/01/24)   ADJUSTED
 DR2993* NAD 83(2011) EPOCH   -  2010.00
 DR2993* NAVD 88 ORTHO HEIGHT -   328.247 (meters)     1076.92  (feet) ADJUSTED
 DR2993  ______________________________________________________________________
 DR2993  GEOID HEIGHT    -        -29.102 (meters)                     GEOID18
 DR2993  NAD 83(2011) X  -   -304,419.617 (meters)                     COMP
 DR2993  NAD 83(2011) Y  - -4,601,011.670 (meters)                     COMP
 DR2993  NAD 83(2011) Z  -  4,392,317.445 (meters)                     COMP
 DR2993  LAPLACE CORR    -         -4.58  (seconds)                    DEFLEC18
 DR2993  DYNAMIC HEIGHT  -        328.173 (meters)     1076.68  (feet) COMP
 DR2993  MODELED GRAVITY -    980,385.5   (mgal)                       NAVD 88
 DR2993
 DR2993  VERT ORDER      -  SECOND    CLASS I
 DR2993
 DR2993  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DR2993  Standards:
 DR2993         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DR2993            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DR2993  -------------------------------------------------------------------
 DR2993  NETWORK    0.75   1.61           0.34   0.26   0.82     -0.08834902
 DR2993  -------------------------------------------------------------------
 DR2993  Click here for local accuracies and other accuracy information.
 DR2993
 DR2993.The horizontal coordinates were established by GPS observations
 DR2993.and adjusted by the MN DEPT OF TRANSP in May 2024.
 DR2993
 DR2993.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DR2993.been affixed to the stable North American tectonic plate. See 
 DR2993.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DR2993
 DR2993.The horizontal coordinates are valid at the epoch date displayed above
 DR2993.which is a decimal equivalence of Year/Month/Day.
 DR2993
 DR2993.The orthometric height was determined by differential leveling and
 DR2993.adjusted by the NATIONAL GEODETIC SURVEY
 DR2993.in April 2020.
 DR2993
 DR2993.Significant digits in the geoid height do not necessarily reflect accuracy.
 DR2993.GEOID18 height accuracy estimate available here.
 DR2993
 DR2993.Click photographs - Photos may exist for this station.
 DR2993
 DR2993.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DR2993
 DR2993.The Laplace correction was computed from DEFLEC18 derived deflections.
 DR2993
 DR2993.The ellipsoidal height was determined by GPS observations
 DR2993.and is referenced to NAD 83.
 DR2993
 DR2993.The dynamic height is computed by dividing the NAVD 88
 DR2993.geopotential number by the normal gravity value computed on the
 DR2993.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DR2993.degrees latitude (g = 980.6199 gals.).
 DR2993
 DR2993.The modeled gravity was interpolated from observed gravity values.
 DR2993
 DR2993. The following values were computed from the NAD 83(2011) position.
 DR2993
 DR2993;                    North         East     Units Scale Factor Converg.
 DR2993;SPC MN S     -   188,955.969   817,271.433   MT  0.99999635   +0 09 01.6
 DR2993;SPC MN S     -   619,933.04  2,681,331.36   sFT  0.99999635   +0 09 01.6
 DR2993;UTM  15      - 4,850,002.191   436,822.100   MT  0.99964909   -0 32 37.0
 DR2993
 DR2993!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DR2993!SPC MN S     -   0.99995310  x   0.99999635  =   0.99994945
 DR2993!UTM  15      -   0.99995310  x   0.99964909  =   0.99960220
 DR2993
 DR2993_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVJ3682250002(NAD 83)
 DR2993
 DR2993                          SUPERSEDED SURVEY CONTROL
 DR2993
 DR2993.No superseded survey control is available for this station.
 DR2993
 DR2993_MARKER: F = FLANGE-ENCASED ROD
 DR2993_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DR2993_STAMPING: 2205 U 2018
 DR2993_MARK LOGO: MNDT
 DR2993_PROJECTION: RECESSED 8 CENTIMETERS
 DR2993_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DR2993_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DR2993_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DR2993+SATELLITE: SATELLITE OBSERVATIONS - August 15, 2023
 DR2993_ROD/PIPE-DEPTH: 8.8 meters
 DR2993
 DR2993  HISTORY     - Date     Condition        Report By
 DR2993  HISTORY     - 20180401 MONUMENTED       MNDT
 DR2993  HISTORY     - 20201130 GOOD             MNDT
 DR2993  HISTORY     - 20230815 GOOD             MNDT
 DR2993
 DR2993                          STATION DESCRIPTION
 DR2993
 DR2993'DESCRIBED BY MN DEPT OF TRANSP 2018
 DR2993'THE MARK IS LOCATED ABOUT 3.5 MI (5.6 KM) SOUTHEAST OF MINNESOTA LAKE.
 DR2993'TO REACH THE MARK GO 3.95 MI (6.36 KM) SOUTHEAST ALONG TRUNK HIGHWAY
 DR2993'22 FROM THE JUNCTION OF TRUNK HIGHWAY 22 AND COUNTY ROAD 21 IN
 DR2993'MINNESOTA LAKE, AT TRUNK HIGHWAY 22 MILE POINT 23.0.
 DR2993'
 DR2993'THE MARK IS 69.0 FT (21.0 M) NORTHEAST OF TRUNK HIGHWAY 22, 41.5 FT
 DR2993'(12.6 M) EAST OF MILEPOST NUMBER 23, 1.5 FT (0.5 M) SOUTHWEST OF A
 DR2993'WITNESS POST.
 DR2993'
 DR2993'NOTE-THE STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM ROD
 DR2993'DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION REMOVABLE DISK
 DR2993'SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH PVC
 DR2993'PIPE BACK FILLED WITH WASHED SAND.
 DR2993
 DR2993                          STATION RECOVERY (2020)
 DR2993
 DR2993'RECOVERY NOTE BY MN DEPT OF TRANSP 2020 (KMS)
 DR2993'RECOVERED IN GOOD CONDITION.
 DR2993
 DR2993                          STATION RECOVERY (2023)
 DR2993
 DR2993'RECOVERY NOTE BY MN DEPT OF TRANSP 2023 (AXH)
 DR2993'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DR2991 ***********************************************************************
 DR2991  DESIGNATION -  2205 V
 DR2991  PID         -  DR2991
 DR2991  STATE/COUNTY-  MN/FARIBAULT
 DR2991  COUNTRY     -  US
 DR2991  USGS QUAD   -  MINNESOTA LAKE (2019)
 DR2991
 DR2991                         *CURRENT SURVEY CONTROL
 DR2991  ______________________________________________________________________
 DR2991* NAD 83(2011) POSITION- 43 48 40.05637(N) 093 47 48.82547(W)   ADJUSTED
 DR2991* NAD 83(2011) ELLIP HT-   294.581 (meters)        (05/01/24)   ADJUSTED
 DR2991* NAD 83(2011) EPOCH   -  2010.00
 DR2991* NAVD 88 ORTHO HEIGHT -   323.660 (meters)     1061.87  (feet) ADJUSTED
 DR2991  ______________________________________________________________________
 DR2991  GEOID HEIGHT    -        -29.073 (meters)                     GEOID18
 DR2991  NAD 83(2011) X  -   -305,289.503 (meters)                     COMP
 DR2991  NAD 83(2011) Y  - -4,600,122.756 (meters)                     COMP
 DR2991  NAD 83(2011) Z  -  4,393,175.639 (meters)                     COMP
 DR2991  LAPLACE CORR    -         -4.79  (seconds)                    DEFLEC18
 DR2991  DYNAMIC HEIGHT  -        323.588 (meters)     1061.64  (feet) COMP
 DR2991  MODELED GRAVITY -    980,388.2   (mgal)                       NAVD 88
 DR2991
 DR2991  VERT ORDER      -  SECOND    CLASS I
 DR2991
 DR2991  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DR2991  Standards:
 DR2991         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DR2991            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DR2991  -------------------------------------------------------------------
 DR2991  NETWORK    0.75   1.63           0.34   0.26   0.83     -0.08390195
 DR2991  -------------------------------------------------------------------
 DR2991  Click here for local accuracies and other accuracy information.
 DR2991
 DR2991.The horizontal coordinates were established by GPS observations
 DR2991.and adjusted by the MN DEPT OF TRANSP in May 2024.
 DR2991
 DR2991.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DR2991.been affixed to the stable North American tectonic plate. See 
 DR2991.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DR2991
 DR2991.The horizontal coordinates are valid at the epoch date displayed above
 DR2991.which is a decimal equivalence of Year/Month/Day.
 DR2991
 DR2991.The orthometric height was determined by differential leveling and
 DR2991.adjusted by the NATIONAL GEODETIC SURVEY
 DR2991.in April 2020.
 DR2991
 DR2991.Significant digits in the geoid height do not necessarily reflect accuracy.
 DR2991.GEOID18 height accuracy estimate available here.
 DR2991
 DR2991.Click photographs - Photos may exist for this station.
 DR2991
 DR2991.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DR2991
 DR2991.The Laplace correction was computed from DEFLEC18 derived deflections.
 DR2991
 DR2991.The ellipsoidal height was determined by GPS observations
 DR2991.and is referenced to NAD 83.
 DR2991
 DR2991.The dynamic height is computed by dividing the NAVD 88
 DR2991.geopotential number by the normal gravity value computed on the
 DR2991.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DR2991.degrees latitude (g = 980.6199 gals.).
 DR2991
 DR2991.The modeled gravity was interpolated from observed gravity values.
 DR2991
 DR2991. The following values were computed from the NAD 83(2011) position.
 DR2991
 DR2991;                    North         East     Units Scale Factor Converg.
 DR2991;SPC MN S     -   190,147.046   816,341.676   MT  0.99999409   +0 08 32.5
 DR2991;SPC MN S     -   623,840.77  2,678,280.98   sFT  0.99999409   +0 08 32.5
 DR2991;UTM  15      - 4,851,204.027   435,907.156   MT  0.99965052   -0 33 06.1
 DR2991
 DR2991!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DR2991!SPC MN S     -   0.99995381  x   0.99999409  =   0.99994790
 DR2991!UTM  15      -   0.99995381  x   0.99965052  =   0.99960435
 DR2991
 DR2991_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVJ3590751204(NAD 83)
 DR2991
 DR2991                          SUPERSEDED SURVEY CONTROL
 DR2991
 DR2991.No superseded survey control is available for this station.
 DR2991
 DR2991_MARKER: F = FLANGE-ENCASED ROD
 DR2991_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DR2991_STAMPING: 2205 V 2018
 DR2991_MARK LOGO: MNDT
 DR2991_PROJECTION: RECESSED 8 CENTIMETERS
 DR2991_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DR2991_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DR2991_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DR2991+SATELLITE: SATELLITE OBSERVATIONS - August 15, 2023
 DR2991_ROD/PIPE-DEPTH: 6.7 meters
 DR2991
 DR2991  HISTORY     - Date     Condition        Report By
 DR2991  HISTORY     - 20180401 MONUMENTED       MNDT
 DR2991  HISTORY     - 20230815 GOOD             MNDT
 DR2991
 DR2991                          STATION DESCRIPTION
 DR2991
 DR2991'DESCRIBED BY MN DEPT OF TRANSP 2018
 DR2991'THE MARK IS LOCATED ABOUT 2.6 SOUTHEAST OF MINNESOTA LAKE.
 DR2991'
 DR2991'TO REACH THE MARK GO 3.0 MI (4.8 KM) SOUTHEAST ALONG TRUNK HIGHWAY 22
 DR2991'FROM THE JUNCTION OF TRUNK HIGHWAY 22 AND COUNTY ROAD 21 IN MINNESOTA
 DR2991'LAKE, AT TRUNK HIGHWAY 22 MILE POINT 23.95.
 DR2991'
 DR2991'THE MARK IS 55.5 FT (16.9 M) NORTHEAST OF TRUNK HIGHWAY 22, 24.2 FT
 DR2991'(7.4 M) NORTHWEST OF A FIELD ENTRANCE, 1.5 FT (0.5 M) SOUTHEAST OF A
 DR2991'WITNESS POST.
 DR2991'
 DR2991'NOTE-THE STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM ROD
 DR2991'DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION REMOVABLE DISK
 DR2991'SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH PVC
 DR2991'PIPE BACK FILLED WITH WASHED SAND.
 DR2991
 DR2991                          STATION RECOVERY (2023)
 DR2991
 DR2991'RECOVERY NOTE BY MN DEPT OF TRANSP 2023 (AXH)
 DR2991'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DR2988 ***********************************************************************
 DR2988  DESIGNATION -  2205 W
 DR2988  PID         -  DR2988
 DR2988  STATE/COUNTY-  MN/FARIBAULT
 DR2988  COUNTRY     -  US
 DR2988  USGS QUAD   -  MINNESOTA LAKE (2019)
 DR2988
 DR2988                         *CURRENT SURVEY CONTROL
 DR2988  ______________________________________________________________________
 DR2988* NAD 83(2011) POSITION- 43 50 12.10652(N) 093 49 23.67882(W)   ADJUSTED
 DR2988* NAD 83(2011) ELLIP HT-   290.015 (meters)        (05/01/24)   ADJUSTED
 DR2988* NAD 83(2011) EPOCH   -  2010.00
 DR2988* NAVD 88 ORTHO HEIGHT -   319.030 (meters)     1046.68  (feet) ADJUSTED
 DR2988  ______________________________________________________________________
 DR2988  GEOID HEIGHT    -        -29.000 (meters)                     GEOID18
 DR2988  NAD 83(2011) X  -   -307,273.494 (meters)                     COMP
 DR2988  NAD 83(2011) Y  - -4,598,015.648 (meters)                     COMP
 DR2988  NAD 83(2011) Z  -  4,395,222.268 (meters)                     COMP
 DR2988  LAPLACE CORR    -         -5.29  (seconds)                    DEFLEC18
 DR2988  DYNAMIC HEIGHT  -        318.961 (meters)     1046.46  (feet) COMP
 DR2988  MODELED GRAVITY -    980,394.4   (mgal)                       NAVD 88
 DR2988
 DR2988  VERT ORDER      -  SECOND    CLASS I
 DR2988
 DR2988  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DR2988  Standards:
 DR2988         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DR2988            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DR2988  -------------------------------------------------------------------
 DR2988  NETWORK    0.76   1.63           0.35   0.26   0.83     -0.05964969
 DR2988  -------------------------------------------------------------------
 DR2988  Click here for local accuracies and other accuracy information.
 DR2988
 DR2988.The horizontal coordinates were established by GPS observations
 DR2988.and adjusted by the MN DEPT OF TRANSP in May 2024.
 DR2988
 DR2988.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DR2988.been affixed to the stable North American tectonic plate. See 
 DR2988.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DR2988
 DR2988.The horizontal coordinates are valid at the epoch date displayed above
 DR2988.which is a decimal equivalence of Year/Month/Day.
 DR2988
 DR2988.The orthometric height was determined by differential leveling and
 DR2988.adjusted by the NATIONAL GEODETIC SURVEY
 DR2988.in April 2020.
 DR2988
 DR2988.Significant digits in the geoid height do not necessarily reflect accuracy.
 DR2988.GEOID18 height accuracy estimate available here.
 DR2988
 DR2988.Click photographs - Photos may exist for this station.
 DR2988
 DR2988.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DR2988
 DR2988.The Laplace correction was computed from DEFLEC18 derived deflections.
 DR2988
 DR2988.The ellipsoidal height was determined by GPS observations
 DR2988.and is referenced to NAD 83.
 DR2988
 DR2988.The dynamic height is computed by dividing the NAVD 88
 DR2988.geopotential number by the normal gravity value computed on the
 DR2988.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DR2988.degrees latitude (g = 980.6199 gals.).
 DR2988
 DR2988.The modeled gravity was interpolated from observed gravity values.
 DR2988
 DR2988. The following values were computed from the NAD 83(2011) position.
 DR2988
 DR2988;                    North         East     Units Scale Factor Converg.
 DR2988;SPC MN S     -   192,983.084   814,215.574   MT  0.99998886   +0 07 26.0
 DR2988;SPC MN S     -   633,145.33  2,671,305.60   sFT  0.99998886   +0 07 26.0
 DR2988;UTM  15      - 4,854,064.641   433,816.274   MT  0.99965387   -0 34 12.7
 DR2988
 DR2988!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DR2988!SPC MN S     -   0.99995453  x   0.99998886  =   0.99994339
 DR2988!UTM  15      -   0.99995453  x   0.99965387  =   0.99960841
 DR2988
 DR2988_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVJ3381654064(NAD 83)
 DR2988
 DR2988                          SUPERSEDED SURVEY CONTROL
 DR2988
 DR2988.No superseded survey control is available for this station.
 DR2988
 DR2988_MARKER: I = METAL ROD
 DR2988_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DR2988_STAMPING: 2205 W 2018
 DR2988_MARK LOGO: MNDT
 DR2988_PROJECTION: RECESSED 8 CENTIMETERS
 DR2988_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DR2988_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DR2988_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DR2988+SATELLITE: SATELLITE OBSERVATIONS - August 15, 2023
 DR2988_ROD/PIPE-DEPTH: 7.3 meters
 DR2988
 DR2988  HISTORY     - Date     Condition        Report By
 DR2988  HISTORY     - 20180401 MONUMENTED       MNDT
 DR2988  HISTORY     - 20201130 GOOD             MNDT
 DR2988  HISTORY     - 20220901 GOOD             MNDT
 DR2988  HISTORY     - 20230815 GOOD             MNDT
 DR2988
 DR2988                          STATION DESCRIPTION
 DR2988
 DR2988'DESCRIBED BY MN DEPT OF TRANSP 2018
 DR2988'THE MARK IS LOCATED ABOUT IN MINNESOTA LAKE.
 DR2988'
 DR2988'TO REACH THE MARK GO 0.8 MI (1.3 KM) SOUTHEAST ALONG TRUNK HIGHWAY 22
 DR2988'FROM THE JUNCTION OF TRUNK HIGHWAY 22 AND COUNTY ROAD 21 IN MINNESOTA
 DR2988'LAKE, AT TRUNK HIGHWAY 22 MILE POINT 26.15.
 DR2988'
 DR2988'THE MARK IS 68.9 FT (21.0 M) NORTHEAST OF TRUNK HIGHWAY 22, 39.1 FT
 DR2988'(11.9 M) NORTHWEST OF A FIELD ENTRANCE, 1.5 FT (0.5 M) SOUTHWEST OF A
 DR2988'WITNESS POST.
 DR2988'
 DR2988'NOTE-THE STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM ROD
 DR2988'DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION REMOVABLE DISK
 DR2988'SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH PVC
 DR2988'PIPE BACK FILLED WITH WASHED SAND.
 DR2988
 DR2988                          STATION RECOVERY (2020)
 DR2988
 DR2988'RECOVERY NOTE BY MN DEPT OF TRANSP 2020 (KMS)
 DR2988'RECOVERED IN GOOD CONDITION.
 DR2988
 DR2988                          STATION RECOVERY (2022)
 DR2988
 DR2988'RECOVERY NOTE BY MN DEPT OF TRANSP 2022 (KMS)
 DR2988'IN MINNESOTA LAKE, 0.8 MI (1.3 KM) SOUTHEAST ALONG TRUNK HIGHWAY 22
 DR2988'FROM THE JUNCTION OF TRUNK HIGHWAY 22 AND COUNTY ROAD 21 IN MINNESOTA
 DR2988'LAKE, AT TRUNK HIGHWAY 22 MILE POINT 26.15, 68.9 FT (21.0 M) NORTHEAST
 DR2988'OF TRUNK HIGHWAY 22, 39.1 FT (11.9 M) NORTHWEST OF A FIELD ENTRANCE,
 DR2988'1.5 FT (0.5 M) SOUTHWEST OF A WITNESS POST.
 DR2988
 DR2988                          STATION RECOVERY (2023)
 DR2988
 DR2988'RECOVERY NOTE BY MN DEPT OF TRANSP 2023 (BXG)
 DR2988'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 OO1392 ***********************************************************************
 OO1392  DESIGNATION -  2206 D
 OO1392  PID         -  OO1392
 OO1392  STATE/COUNTY-  MN/FARIBAULT
 OO1392  COUNTRY     -  US
 OO1392  USGS QUAD   -  WELLS (2019)
 OO1392
 OO1392                         *CURRENT SURVEY CONTROL
 OO1392  ______________________________________________________________________
 OO1392* NAD 83(1986) POSITION- 43 43 27.49   (N) 093 40 53.15   (W)   HD_HELD1
 OO1392* NAVD 88 ORTHO HEIGHT -   358.212 (meters)     1175.23  (feet) ADJUSTED
 OO1392  ______________________________________________________________________
 OO1392  GEOID HEIGHT    -        -29.318 (meters)                     GEOID18
 OO1392  DYNAMIC HEIGHT  -        358.125 (meters)     1174.95  (feet) COMP
 OO1392  MODELED GRAVITY -    980,365.8   (mgal)                       NAVD 88
 OO1392
 OO1392  VERT ORDER      -  SECOND    CLASS I
 OO1392
 OO1392.The horizontal coordinates were determined by differentially corrected
 OO1392.hand held GPS observations or other comparable positioning techniques
 OO1392.and have an estimated accuracy of +/- 3 meters.
 OO1392
 OO1392.The orthometric height was determined by differential leveling and
 OO1392.adjusted by the NATIONAL GEODETIC SURVEY
 OO1392.in June 1991.
 OO1392
 OO1392.Significant digits in the geoid height do not necessarily reflect accuracy.
 OO1392.GEOID18 height accuracy estimate available here.
 OO1392
 OO1392.Click photographs - Photos may exist for this station.
 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     -   180,529.9     825,669.5     MT  (+/- 3 meters HH1 GPS) 
 OO1392
 OO1392_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVJ4511441478(NAD 83)
 OO1392
 OO1392                          SUPERSEDED SURVEY CONTROL
 OO1392
 OO1392.No superseded survey control is available for this station.
 OO1392
 OO1392_MARKER: DV = VERTICAL CONTROL DISK
 OO1392_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 OO1392_SP_SET: HEADWALL OF BOX CULVERT
 OO1392_STAMPING: 2206 D 1980
 OO1392_MARK LOGO: MNHD
 OO1392_MAGNETIC: N = NO MAGNETIC MATERIAL
 OO1392_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OO1392+STABILITY: SURFACE MOTION
 OO1392_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 OO1392+SATELLITE: SATELLITE OBSERVATIONS - July 18, 2018
 OO1392
 OO1392  HISTORY     - Date     Condition        Report By
 OO1392  HISTORY     - 1980     MONUMENTED       MNDT
 OO1392  HISTORY     - 20160525 GOOD             MNDT
 OO1392  HISTORY     - 20180718 GOOD             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.
 OO1392
 OO1392                          STATION RECOVERY (2016)
 OO1392
 OO1392'RECOVERY NOTE BY MN DEPT OF TRANSP 2016 (KMS)
 OO1392'RECOVERED IN GOOD CONDITION.
 OO1392
 OO1392                          STATION RECOVERY (2018)
 OO1392
 OO1392'RECOVERY NOTE BY MN DEPT OF TRANSP 2018 (KMS)
 OO1392'2.75 MI (4.42 KM) SOUTHEAST OF WELLS, IN THE SOUTHEAST END OF THE
 OO1392'SOUTHWEST HEADWALL OF A TRUNK HIGHWAY 109 BOX CULVERT AT A DITCH, 3.0
 OO1392'MI (4.8 KM) SOUTHEAST ALONG TRUNK HIGHWAY 109 FROM THE NORTH JUNCTION
 OO1392'OF TRUNK HIGHWAY 109 AND TRUNK HIGHWAY 22 IN WELLS, AT TRUNK HIGHWAY
 OO1392'109 MILE POINT 25.75, 22.6 FT (6.9 M) SOUTHWEST OF TRUNK HIGHWAY 109.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DQ5565 ***********************************************************************
 DQ5565  DESIGNATION -  2206 F
 DQ5565  PID         -  DQ5565
 DQ5565  STATE/COUNTY-  MN/FARIBAULT
 DQ5565  COUNTRY     -  US
 DQ5565  USGS QUAD   -  WELLS (2019)
 DQ5565
 DQ5565                         *CURRENT SURVEY CONTROL
 DQ5565  ______________________________________________________________________
 DQ5565* NAD 83(2011) POSITION- 43 44 30.43025(N) 093 43 00.88799(W)   ADJUSTED
 DQ5565* NAD 83(2011) ELLIP HT-   326.875 (meters)        (10/04/19)   ADJUSTED
 DQ5565* NAD 83(2011) EPOCH   -  2010.00
 DQ5565* NAVD 88 ORTHO HEIGHT -   356.149 (meters)     1168.47  (feet) ADJUSTED
 DQ5565  ______________________________________________________________________
 DQ5565  GEOID HEIGHT    -        -29.257 (meters)                     GEOID18
 DQ5565  NAD 83(2011) X  -   -299,214.687 (meters)                     COMP
 DQ5565  NAD 83(2011) Y  - -4,605,886.945 (meters)                     COMP
 DQ5565  NAD 83(2011) Z  -  4,387,634.872 (meters)                     COMP
 DQ5565  LAPLACE CORR    -         -3.77  (seconds)                    DEFLEC18
 DQ5565  DYNAMIC HEIGHT  -        356.064 (meters)     1168.19  (feet) COMP
 DQ5565  MODELED GRAVITY -    980,371.3   (mgal)                       NAVD 88
 DQ5565
 DQ5565  VERT ORDER      -  SECOND    CLASS I
 DQ5565
 DQ5565  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DQ5565  Standards:
 DQ5565         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DQ5565            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DQ5565  -------------------------------------------------------------------
 DQ5565  NETWORK    0.61   1.33           0.28   0.21   0.68     -0.06585062
 DQ5565  -------------------------------------------------------------------
 DQ5565  Click here for local accuracies and other accuracy information.
 DQ5565
 DQ5565.The horizontal coordinates were established by GPS observations
 DQ5565.and adjusted by the MN DEPT OF TRANSP in October 2019.
 DQ5565
 DQ5565.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DQ5565.been affixed to the stable North American tectonic plate. See 
 DQ5565.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DQ5565
 DQ5565.The horizontal coordinates are valid at the epoch date displayed above
 DQ5565.which is a decimal equivalence of Year/Month/Day.
 DQ5565
 DQ5565.The orthometric height was determined by differential leveling and
 DQ5565.adjusted by the NATIONAL GEODETIC SURVEY
 DQ5565.in May 2019.
 DQ5565
 DQ5565.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ5565.GEOID18 height accuracy estimate available here.
 DQ5565
 DQ5565.Click photographs - Photos may exist for this station.
 DQ5565
 DQ5565.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DQ5565
 DQ5565.The Laplace correction was computed from DEFLEC18 derived deflections.
 DQ5565
 DQ5565.The ellipsoidal height was determined by GPS observations
 DQ5565.and is referenced to NAD 83.
 DQ5565
 DQ5565.The dynamic height is computed by dividing the NAVD 88
 DQ5565.geopotential number by the normal gravity value computed on the
 DQ5565.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ5565.degrees latitude (g = 980.6199 gals.).
 DQ5565
 DQ5565.The modeled gravity was interpolated from observed gravity values.
 DQ5565
 DQ5565. The following values were computed from the NAD 83(2011) position.
 DQ5565
 DQ5565;                    North         East     Units Scale Factor Converg.
 DQ5565;SPC MN S     -   182,461.932   822,803.709   MT  1.00000926   +0 11 54.3
 DQ5565;SPC MN S     -   598,627.19  2,699,481.84   sFT  1.00000926   +0 11 54.3
 DQ5565;UTM  15      - 4,843,443.962   442,273.353   MT  0.99964099   -0 29 44.5
 DQ5565
 DQ5565!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DQ5565!SPC MN S     -   0.99994875  x   1.00000926  =   0.99995800
 DQ5565!UTM  15      -   0.99994875  x   0.99964099  =   0.99958975
 DQ5565
 DQ5565_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVJ4227343443(NAD 83)
 DQ5565
 DQ5565                          SUPERSEDED SURVEY CONTROL
 DQ5565
 DQ5565.No superseded survey control is available for this station.
 DQ5565
 DQ5565_MARKER: F = FLANGE-ENCASED ROD
 DQ5565_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DQ5565_STAMPING: 2206 F 2016
 DQ5565_MARK LOGO: MNDT
 DQ5565_PROJECTION: RECESSED 5 CENTIMETERS
 DQ5565_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DQ5565_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ5565_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ5565+SATELLITE: SATELLITE OBSERVATIONS - August 15, 2023
 DQ5565_ROD/PIPE-DEPTH: 10.1 meters
 DQ5565
 DQ5565  HISTORY     - Date     Condition        Report By
 DQ5565  HISTORY     - 20160616 MONUMENTED       MNDT
 DQ5565  HISTORY     - 20170531 GOOD             MNDT
 DQ5565  HISTORY     - 20180718 GOOD             MNDT
 DQ5565  HISTORY     - 20230815 GOOD             MNDT
 DQ5565
 DQ5565                          STATION DESCRIPTION
 DQ5565
 DQ5565'DESCRIBED BY MN DEPT OF TRANSP 2016
 DQ5565'THE STATION IS LOCATED ABOUT 8.6 MI (13.8 KM) NORTHWEST OF ALDEN, 7.8
 DQ5565'MI (12.6 KM) WEST-SOUTHWEST OF FREEBORN AND 0.7 MI (1.1 KM)
 DQ5565'EAST-SOUTHEAST OF WELLS.
 DQ5565'
 DQ5565'TO REACH THE MARK GO 0.85 MI (1.37 KM) SOUTHEAST ALONG TRUNK HIGHWAY
 DQ5565'109 FROM THE NORTH JUNCTION OF TRUNK HIGHWAY 109 AND TRUNK HIGHWAY 22
 DQ5565'IN WELLS, AT TRUNK HIGHWAY 109 MILE POINT 23.6.
 DQ5565'
 DQ5565'THE MARK IS LOCATED 52.3 FT (15.9 M) SOUTHWEST OF TRUNK HIGHWAY 109,
 DQ5565'133.0 FT (40.5 M) SOUTHEAST OF THIRD STREET SOUTHEAST, 1.5 FT (0.5 M)
 DQ5565'NORTHEAST OF A WITNESS POST.
 DQ5565'
 DQ5565'NOTE-THE STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM ROD
 DQ5565'DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION REMOVABLE DISK
 DQ5565'SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH PVC
 DQ5565'PIPE BACK FILLED WITH WASHED SAND.
 DQ5565
 DQ5565                          STATION RECOVERY (2017)
 DQ5565
 DQ5565'RECOVERY NOTE BY MN DEPT OF TRANSP 2017 (ASL)
 DQ5565'IN WELLS, 0.85 MILE SOUTHEAST ALONG TRUNK HIGHWAY 109 FROM THE NORTH
 DQ5565'JUNCTION OF TRUNK HIGHWAY 109 AND TRUNK HIGHWAY 22 IN WELLS, AT TRUNK
 DQ5565'HIGHWAY 109 MILEPOINT 23.6, 52.3 FEET SOUTHWEST OF TRUNK HIGHWAY 109,
 DQ5565'133.0 FEET SOUTHEAST OF 3RD STREET SOUTHEAST, 1.5 FEET NORTHEAST OF A
 DQ5565'WITNESS POST.
 DQ5565
 DQ5565                          STATION RECOVERY (2018)
 DQ5565
 DQ5565'RECOVERY NOTE BY MN DEPT OF TRANSP 2018 (KMS)
 DQ5565'IN WELLS, 0.85 MI (1.37 KM) SOUTHEAST ALONG TRUNK HIGHWAY 109 FROM THE
 DQ5565'NORTH JUNCTION OF TRUNK HIGHWAY 109 AND TRUNK HIGHWAY 22 IN WELLS, AT
 DQ5565'TRUNK HIGHWAY 109 MILE POINT 23.6, 52.3 FT (15.9 M) SOUTHWEST OF TRUNK
 DQ5565'HIGHWAY 109, 133.0 FT (40.5 M) SOUTHEAST OF THIRD STREET SOUTHEAST,
 DQ5565'1.5 FT (0.5 M) NORTHEAST OF A WITNESS POST.
 DQ5565
 DQ5565                          STATION RECOVERY (2023)
 DQ5565
 DQ5565'RECOVERY NOTE BY MN DEPT OF TRANSP 2023 (CXR)
 DQ5565'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DQ5568 ***********************************************************************
 DQ5568  DESIGNATION -  2206 G
 DQ5568  PID         -  DQ5568
 DQ5568  STATE/COUNTY-  MN/FARIBAULT
 DQ5568  COUNTRY     -  US
 DQ5568  USGS QUAD   -  WELLS (2019)
 DQ5568
 DQ5568                         *CURRENT SURVEY CONTROL
 DQ5568  ______________________________________________________________________
 DQ5568* NAD 83(2011) POSITION- 43 43 00.47392(N) 093 40 00.83504(W)   ADJUSTED
 DQ5568* NAD 83(2011) ELLIP HT-   336.019 (meters)        (10/04/19)   ADJUSTED
 DQ5568* NAD 83(2011) EPOCH   -  2010.00
 DQ5568* NAVD 88 ORTHO HEIGHT -   365.339 (meters)     1198.62  (feet) ADJUSTED
 DQ5568  ______________________________________________________________________
 DQ5568  GEOID HEIGHT    -        -29.340 (meters)                     GEOID18
 DQ5568  NAD 83(2011) X  -   -295,317.165 (meters)                     COMP
 DQ5568  NAD 83(2011) Y  - -4,608,068.286 (meters)                     COMP
 DQ5568  NAD 83(2011) Z  -  4,385,634.877 (meters)                     COMP
 DQ5568  LAPLACE CORR    -         -3.06  (seconds)                    DEFLEC18
 DQ5568  DYNAMIC HEIGHT  -        365.249 (meters)     1198.32  (feet) COMP
 DQ5568  MODELED GRAVITY -    980,363.7   (mgal)                       NAVD 88
 DQ5568
 DQ5568  VERT ORDER      -  SECOND    CLASS I
 DQ5568
 DQ5568  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DQ5568  Standards:
 DQ5568         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DQ5568            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DQ5568  -------------------------------------------------------------------
 DQ5568  NETWORK    0.83   1.74           0.38   0.28   0.89      0.00757988
 DQ5568  -------------------------------------------------------------------
 DQ5568  Click here for local accuracies and other accuracy information.
 DQ5568
 DQ5568.The horizontal coordinates were established by GPS observations
 DQ5568.and adjusted by the MN DEPT OF TRANSP in October 2019.
 DQ5568
 DQ5568.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DQ5568.been affixed to the stable North American tectonic plate. See 
 DQ5568.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DQ5568
 DQ5568.The horizontal coordinates are valid at the epoch date displayed above
 DQ5568.which is a decimal equivalence of Year/Month/Day.
 DQ5568
 DQ5568.The orthometric height was determined by differential leveling and
 DQ5568.adjusted by the NATIONAL GEODETIC SURVEY
 DQ5568.in May 2019.
 DQ5568
 DQ5568.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ5568.GEOID18 height accuracy estimate available here.
 DQ5568
 DQ5568.Click photographs - Photos may exist for this station.
 DQ5568
 DQ5568.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DQ5568
 DQ5568.The Laplace correction was computed from DEFLEC18 derived deflections.
 DQ5568
 DQ5568.The ellipsoidal height was determined by GPS observations
 DQ5568.and is referenced to NAD 83.
 DQ5568
 DQ5568.The dynamic height is computed by dividing the NAVD 88
 DQ5568.geopotential number by the normal gravity value computed on the
 DQ5568.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ5568.degrees latitude (g = 980.6199 gals.).
 DQ5568
 DQ5568.The modeled gravity was interpolated from observed gravity values.
 DQ5568
 DQ5568. The following values were computed from the NAD 83(2011) position.
 DQ5568
 DQ5568;                    North         East     Units Scale Factor Converg.
 DQ5568;SPC MN S     -   179,700.781   826,843.877   MT  1.00001508   +0 14 00.5
 DQ5568;SPC MN S     -   589,568.31  2,712,736.95   sFT  1.00001508   +0 14 00.5
 DQ5568;UTM  15      - 4,840,635.110   446,278.271   MT  0.99963550   -0 27 39.2
 DQ5568
 DQ5568!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DQ5568!SPC MN S     -   0.99994731  x   1.00001508  =   0.99996239
 DQ5568!UTM  15      -   0.99994731  x   0.99963550  =   0.99958283
 DQ5568
 DQ5568_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVJ4627840635(NAD 83)
 DQ5568
 DQ5568                          SUPERSEDED SURVEY CONTROL
 DQ5568
 DQ5568.No superseded survey control is available for this station.
 DQ5568
 DQ5568_MARKER: F = FLANGE-ENCASED ROD
 DQ5568_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DQ5568_STAMPING: 2206 G 2016
 DQ5568_MARK LOGO: MNDT
 DQ5568_PROJECTION: RECESSED 5 CENTIMETERS
 DQ5568_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DQ5568_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ5568_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ5568+SATELLITE: SATELLITE OBSERVATIONS - July 18, 2018
 DQ5568_ROD/PIPE-DEPTH: 7.0 meters
 DQ5568
 DQ5568  HISTORY     - Date     Condition        Report By
 DQ5568  HISTORY     - 20160616 MONUMENTED       MNDT
 DQ5568  HISTORY     - 20170531 GOOD             MNDT
 DQ5568  HISTORY     - 20180718 GOOD             MNDT
 DQ5568
 DQ5568                          STATION DESCRIPTION
 DQ5568
 DQ5568'DESCRIBED BY MN DEPT OF TRANSP 2016
 DQ5568'THE MARK IS LOCATED ABOUT 3.6 MI (5.8 KM) SOUTHEAST OF WELLS.
 DQ5568'
 DQ5568'TO REACH THE MARK GO 3.9 MI (6.3 KM) SOUTHEAST ALONG TRUNK HIGHWAY 109
 DQ5568'FROM THE NORTH JUNCTION OF TRUNK HIGHWAY 109 AND TRUNK HIGHWAY 22 IN
 DQ5568'WELLS, AT TRUNK HIGHWAY 109 MILE POINT 26.7.
 DQ5568'
 DQ5568'THE MARK IS LOCATED 57.5 FT (17.5 M) NORTHEAST OF TRUNK HIGHWAY 109,
 DQ5568'68 FT (20.7 M) SOUTH OF 160TH STREET, 1.5 FT (0.5 M) SOUTHWEST OF A
 DQ5568'WITNESS POST.
 DQ5568'
 DQ5568'NOTE-THE STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM ROD
 DQ5568'DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION REMOVABLE DISK
 DQ5568'SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH PVC
 DQ5568'PIPE BACK FILLED WITH WASHED SAND.
 DQ5568
 DQ5568                          STATION RECOVERY (2017)
 DQ5568
 DQ5568'RECOVERY NOTE BY MN DEPT OF TRANSP 2017 (ASL)
 DQ5568'3.6 MILES SOUTHEAST OF WELLS, 3.9 MILES SOUTHEAST ALONG TRUNK HIGHWAY
 DQ5568'109 FROM THE NORTH JUNCTION OF TRUNK HIGHWAY 109 AND TRUNK HIGHWAY 22
 DQ5568'IN WELLS, AT TRUNK HIGHWAY 109 MILEPOINT 26.7, 57.5 FEET NORTHEAST OF
 DQ5568'TRUNK HIGHWAY 109, 68.0 FEET SOUTH OF 160TH STREET, 1.5 FEET SOUTHWEST
 DQ5568'OF A WITNESS POST.
 DQ5568
 DQ5568                          STATION RECOVERY (2018)
 DQ5568
 DQ5568'RECOVERY NOTE BY MN DEPT OF TRANSP 2018 (KMS)
 DQ5568'3.6 MI (5.8 KM) SOUTHEAST OF WELLS, 3.9 MI (6.3 KM) SOUTHEAST ALONG
 DQ5568'TRUNK HIGHWAY 109 FROM THE NORTH JUNCTION OF TRUNK HIGHWAY 109 AND
 DQ5568'TRUNK HIGHWAY 22 IN WELLS, AT TRUNK HIGHWAY 109 MILE POINT 26.7, 57.5
 DQ5568'FT (17.5 M) NORTHEAST OF TRUNK HIGHWAY 109, 68.0 FT (20.7 M) SOUTH OF
 DQ5568'160TH STREET, 1.5 FT (0.5 M) SOUTHWEST OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DJ9320 ***********************************************************************
 DJ9320  DESIGNATION -  2207 B
 DJ9320  PID         -  DJ9320
 DJ9320  STATE/COUNTY-  MN/FARIBAULT
 DJ9320  COUNTRY     -  US
 DJ9320  USGS QUAD   -  BLUE EARTH (2019)
 DJ9320
 DJ9320                         *CURRENT SURVEY CONTROL
 DJ9320  ______________________________________________________________________
 DJ9320* NAD 83(2011) POSITION- 43 37 50.28747(N) 094 05 30.17005(W)   ADJUSTED
 DJ9320* NAD 83(2011) ELLIP HT-   303.363 (meters)        (02/17/22)   ADJUSTED
 DJ9320* NAD 83(2011) EPOCH   -  2010.00
 DJ9320* NAVD 88 ORTHO HEIGHT -   331.795 (meters)     1088.56  (feet) ADJUSTED
 DJ9320  ______________________________________________________________________
 DJ9320  GEOID HEIGHT    -        -28.438 (meters)                     GEOID18
 DJ9320  NAD 83(2011) X  -   -329,944.952 (meters)                     COMP
 DJ9320  NAD 83(2011) Y  - -4,612,322.743 (meters)                     COMP
 DJ9320  NAD 83(2011) Z  -  4,378,687.834 (meters)                     COMP
 DJ9320  LAPLACE CORR    -         -3.03  (seconds)                    DEFLEC18
 DJ9320  DYNAMIC HEIGHT  -        331.729 (meters)     1088.35  (feet) COMP
 DJ9320  MODELED GRAVITY -    980,409.4   (mgal)                       NAVD 88
 DJ9320
 DJ9320  VERT ORDER      -  SECOND    CLASS I
 DJ9320
 DJ9320  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DJ9320  Standards:
 DJ9320         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DJ9320            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DJ9320  -------------------------------------------------------------------
 DJ9320  NETWORK    0.87   1.20           0.39   0.31   0.61      0.09120078
 DJ9320  -------------------------------------------------------------------
 DJ9320  Click here for local accuracies and other accuracy information.
 DJ9320
 DJ9320.The horizontal coordinates were established by GPS observations
 DJ9320.and adjusted by the MN DEPT OF TRANSP in February 2022.
 DJ9320
 DJ9320.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DJ9320.been affixed to the stable North American tectonic plate. See 
 DJ9320.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DJ9320
 DJ9320.The horizontal coordinates are valid at the epoch date displayed above
 DJ9320.which is a decimal equivalence of Year/Month/Day.
 DJ9320
 DJ9320.The orthometric height was determined by differential leveling and
 DJ9320.adjusted by the NATIONAL GEODETIC SURVEY
 DJ9320.in June 2008.
 DJ9320
 DJ9320.Significant digits in the geoid height do not necessarily reflect accuracy.
 DJ9320.GEOID18 height accuracy estimate available here.
 DJ9320
 DJ9320.Click photographs - Photos may exist for this station.
 DJ9320
 DJ9320.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DJ9320
 DJ9320.The Laplace correction was computed from DEFLEC18 derived deflections.
 DJ9320
 DJ9320.The ellipsoidal height was determined by GPS observations
 DJ9320.and is referenced to NAD 83.
 DJ9320
 DJ9320.The dynamic height is computed by dividing the NAVD 88
 DJ9320.geopotential number by the normal gravity value computed on the
 DJ9320.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ9320.degrees latitude (g = 980.6199 gals.).
 DJ9320
 DJ9320.The modeled gravity was interpolated from observed gravity values.
 DJ9320
 DJ9320. The following values were computed from the NAD 83(2011) position.
 DJ9320
 DJ9320;                    North         East     Units Scale Factor Converg.
 DJ9320;SPC MN S     -   170,076.788   792,598.227   MT  1.00003658   -0 03 51.4
 DJ9320;SPC MN S     -   557,993.60  2,600,382.68   sFT  1.00003658   -0 03 51.4
 DJ9320;UTM  15      - 4,831,428.632   411,931.377   MT  0.99969540   -0 45 12.0
 DJ9320
 DJ9320!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DJ9320!SPC MN S     -   0.99995243  x   1.00003658  =   0.99998901
 DJ9320!UTM  15      -   0.99995243  x   0.99969540  =   0.99964785
 DJ9320
 DJ9320_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVJ1193131428(NAD 83)
 DJ9320
 DJ9320                          SUPERSEDED SURVEY CONTROL
 DJ9320
 DJ9320.No superseded survey control is available for this station.
 DJ9320
 DJ9320_MARKER: DD = SURVEY DISK
 DJ9320_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DJ9320_STAMPING: 2207 B 2005
 DJ9320_MARK LOGO: MNDT
 DJ9320_PROJECTION: FLUSH
 DJ9320_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DJ9320_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DJ9320_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DJ9320+SATELLITE: SATELLITE OBSERVATIONS - January 25, 2022
 DJ9320_ROD/PIPE-DEPTH: 8.8 meters
 DJ9320
 DJ9320  HISTORY     - Date     Condition        Report By
 DJ9320  HISTORY     - 2005     MONUMENTED       MNDT
 DJ9320  HISTORY     - 20160523 GOOD             MNDT
 DJ9320  HISTORY     - 20180709 GOOD             MNDT
 DJ9320  HISTORY     - 20180719 GOOD             MNDT
 DJ9320  HISTORY     - 20220125 GOOD             MNDT
 DJ9320
 DJ9320                          STATION DESCRIPTION
 DJ9320
 DJ9320'DESCRIBED BY MN DEPT OF TRANSP 2005
 DJ9320'1.0 SOUTH OF BLUE EARTH, 0.50 MI (0.8 KM) SOUTH ALONG TRUNK HIGHWAY
 DJ9320'169 FROM THE JUNCTION OF TRUNK HIGHWAY 169 AND COUNTY ROAD 16 IN BLUE
 DJ9320'EARTH, AT TRUNK HIGHWAY 169 MILEPOST 9.10, 56.2 FT (17.1 M) EAST
 DJ9320'SOUTHEAST OF TRUNK HIGHWAY 169, 55.6 FT (16.9 M) NORTH OF ENTRANCE,
 DJ9320'1.0 FT (0.3 M) WEST OF A WITNESS POST.
 DJ9320
 DJ9320                          STATION RECOVERY (2016)
 DJ9320
 DJ9320'RECOVERY NOTE BY MN DEPT OF TRANSP 2016 (MAS)
 DJ9320'RECOVERED AS DESCRIBED.
 DJ9320
 DJ9320                          STATION RECOVERY (2018)
 DJ9320
 DJ9320'RECOVERY NOTE BY MN DEPT OF TRANSP 2018 (TJD)
 DJ9320'RECOVERED AS DESCRIBED.
 DJ9320
 DJ9320                          STATION RECOVERY (2018)
 DJ9320
 DJ9320'RECOVERY NOTE BY MN DEPT OF TRANSP 2018 (TJD)
 DJ9320'1.0 MI (1.6 KM) SOUTH OF BLUE EARTH, 0.5 MI (0.8 KM) SOUTH ALONG TRUNK
 DJ9320'HIGHWAY 169 FROM THE JUNCTION OF TRUNK HIGHWAY 169 AND COUNTY ROAD 16
 DJ9320'EAST IN BLUE EARTH, AT TRUNK HIGHWAY 169 MILE POINT 9.10, 56.2 FT
 DJ9320'(17.1 M) EAST-SOUTHEAST OF TRUNK HIGHWAY 169, 55.6 FT (16.9 M) NORTH
 DJ9320'OF AN ENTRANCE, 1.0 FT (0.3 M) WEST OF A WITNESS POST.
 DJ9320
 DJ9320                          STATION RECOVERY (2022)
 DJ9320
 DJ9320'RECOVERY NOTE BY MN DEPT OF TRANSP 2022 (BXG)
 DJ9320'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DJ9321 ***********************************************************************
 DJ9321  DESIGNATION -  2207 C
 DJ9321  PID         -  DJ9321
 DJ9321  STATE/COUNTY-  MN/FARIBAULT
 DJ9321  COUNTRY     -  US
 DJ9321  USGS QUAD   -  ELMORE (2019)
 DJ9321
 DJ9321                         *CURRENT SURVEY CONTROL
 DJ9321  ______________________________________________________________________
 DJ9321* NAD 83(2011) POSITION- 43 37 24.16972(N) 094 05 19.34454(W)   ADJUSTED
 DJ9321* NAD 83(2011) ELLIP HT-   305.155 (meters)        (02/17/22)   ADJUSTED
 DJ9321* NAD 83(2011) EPOCH   -  2010.00
 DJ9321* NAVD 88 ORTHO HEIGHT -   333.600 (meters)     1094.49  (feet) ADJUSTED
 DJ9321  ______________________________________________________________________
 DJ9321  GEOID HEIGHT    -        -28.440 (meters)                     GEOID18
 DJ9321  NAD 83(2011) X  -   -329,742.629 (meters)                     COMP
 DJ9321  NAD 83(2011) Y  - -4,612,896.107 (meters)                     COMP
 DJ9321  NAD 83(2011) Z  -  4,378,105.579 (meters)                     COMP
 DJ9321  LAPLACE CORR    -         -3.04  (seconds)                    DEFLEC18
 DJ9321  DYNAMIC HEIGHT  -        333.533 (meters)     1094.27  (feet) COMP
 DJ9321  MODELED GRAVITY -    980,409.0   (mgal)                       NAVD 88
 DJ9321
 DJ9321  VERT ORDER      -  SECOND    CLASS I
 DJ9321
 DJ9321  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DJ9321  Standards:
 DJ9321         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DJ9321            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DJ9321  -------------------------------------------------------------------
 DJ9321  NETWORK    0.89   1.20           0.40   0.32   0.61      0.07218846
 DJ9321  -------------------------------------------------------------------
 DJ9321  Click here for local accuracies and other accuracy information.
 DJ9321
 DJ9321.The horizontal coordinates were established by GPS observations
 DJ9321.and adjusted by the MN DEPT OF TRANSP in February 2022.
 DJ9321
 DJ9321.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DJ9321.been affixed to the stable North American tectonic plate. See 
 DJ9321.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DJ9321
 DJ9321.The horizontal coordinates are valid at the epoch date displayed above
 DJ9321.which is a decimal equivalence of Year/Month/Day.
 DJ9321
 DJ9321.The orthometric height was determined by differential leveling and
 DJ9321.adjusted by the NATIONAL GEODETIC SURVEY
 DJ9321.in June 2008.
 DJ9321
 DJ9321.Significant digits in the geoid height do not necessarily reflect accuracy.
 DJ9321.GEOID18 height accuracy estimate available here.
 DJ9321
 DJ9321.Click photographs - Photos may exist for this station.
 DJ9321
 DJ9321.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DJ9321
 DJ9321.The Laplace correction was computed from DEFLEC18 derived deflections.
 DJ9321
 DJ9321.The ellipsoidal height was determined by GPS observations
 DJ9321.and is referenced to NAD 83.
 DJ9321
 DJ9321.The dynamic height is computed by dividing the NAVD 88
 DJ9321.geopotential number by the normal gravity value computed on the
 DJ9321.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ9321.degrees latitude (g = 980.6199 gals.).
 DJ9321
 DJ9321.The modeled gravity was interpolated from observed gravity values.
 DJ9321
 DJ9321. The following values were computed from the NAD 83(2011) position.
 DJ9321
 DJ9321;                    North         East     Units Scale Factor Converg.
 DJ9321;SPC MN S     -   169,270.432   792,840.039   MT  1.00003849   -0 03 43.8
 DJ9321;SPC MN S     -   555,348.08  2,601,176.03   sFT  1.00003849   -0 03 43.8
 DJ9321;UTM  15      - 4,830,619.704   412,163.395   MT  0.99969490   -0 45 04.2
 DJ9321
 DJ9321!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DJ9321!SPC MN S     -   0.99995215  x   1.00003849  =   0.99999064
 DJ9321!UTM  15      -   0.99995215  x   0.99969490  =   0.99964706
 DJ9321
 DJ9321_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVJ1216330619(NAD 83)
 DJ9321
 DJ9321                          SUPERSEDED SURVEY CONTROL
 DJ9321
 DJ9321.No superseded survey control is available for this station.
 DJ9321
 DJ9321_MARKER: DD = SURVEY DISK
 DJ9321_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DJ9321_STAMPING: 2207 C 2005
 DJ9321_MARK LOGO: MNDT
 DJ9321_PROJECTION: FLUSH
 DJ9321_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DJ9321_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DJ9321_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DJ9321+SATELLITE: SATELLITE OBSERVATIONS - January 25, 2022
 DJ9321_ROD/PIPE-DEPTH: 7.0 meters
 DJ9321
 DJ9321  HISTORY     - Date     Condition        Report By
 DJ9321  HISTORY     - 2005     MONUMENTED       MNDT
 DJ9321  HISTORY     - 20160523 GOOD             MNDT
 DJ9321  HISTORY     - 20180711 GOOD             MNDT
 DJ9321  HISTORY     - 20201124 GOOD             MNDT
 DJ9321  HISTORY     - 20220125 GOOD             MNDT
 DJ9321
 DJ9321                          STATION DESCRIPTION
 DJ9321
 DJ9321'DESCRIBED BY MN DEPT OF TRANSP 2005
 DJ9321'1.35 SOUTH OF BLUE EARTH, 1.10 MI (1.8 KM) SOUTH ALONG TRUNK HIGHWAY
 DJ9321'169 FROM THE JUNCTION OF TRUNK HIGHWAY 169 AND COUNTY ROAD 16 IN BLUE
 DJ9321'EARTH, AT TRUNK HIGHWAY 169 MILEPOST 8.55, 98.6 FT (30.1 M) EAST WEST
 DJ9321'SOUTHWEST OF TRUNK HIGHWAY 169, 58.8 FT (17.9 M) NORTH OF E 21 SAINT
 DJ9321'STREET, 0.9 FT (0.3 M) EAST OF A WITNESS POST.
 DJ9321
 DJ9321                          STATION RECOVERY (2016)
 DJ9321
 DJ9321'RECOVERY NOTE BY MN DEPT OF TRANSP 2016 (MAS)
 DJ9321'RECOVERED AS DESCRIBED.
 DJ9321
 DJ9321                          STATION RECOVERY (2018)
 DJ9321
 DJ9321'RECOVERY NOTE BY MN DEPT OF TRANSP 2018 (TJD)
 DJ9321'1.35 MI (2.17 KM) SOUTH OF BLUE EARTH, 1.0 MI (1.6 KM) SOUTH ALONG
 DJ9321'TRUNK HIGHWAY 169 FROM THE JUNCTION OF TRUNK HIGHWAY 169 AND COUNTY
 DJ9321'ROAD 16 EAST IN BLUE EARTH, AT TRUNK HIGHWAY 169 MILE POINT 8.55, 98.6
 DJ9321'FT (30.1 M) WEST-SOUTHWEST OF TRUNK HIGHWAY 169, 58.8 FT (17.9 M)
 DJ9321'NORTH OF EAST 21ST STREET, 0.9 FT (27 CM) EAST OF A WITNESS POST.
 DJ9321
 DJ9321                          STATION RECOVERY (2020)
 DJ9321
 DJ9321'RECOVERY NOTE BY MN DEPT OF TRANSP 2020 (KMS)
 DJ9321'RECOVERED IN GOOD CONDITION.
 DJ9321
 DJ9321                          STATION RECOVERY (2022)
 DJ9321
 DJ9321'RECOVERY NOTE BY MN DEPT OF TRANSP 2022 (BXG)
 DJ9321'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DJ9322 ***********************************************************************
 DJ9322  DESIGNATION -  2207 D
 DJ9322  PID         -  DJ9322
 DJ9322  STATE/COUNTY-  MN/FARIBAULT
 DJ9322  COUNTRY     -  US
 DJ9322  USGS QUAD   -  ELMORE (2019)
 DJ9322
 DJ9322                         *CURRENT SURVEY CONTROL
 DJ9322  ______________________________________________________________________
 DJ9322* NAD 83(1986) POSITION- 43 36 37.64   (N) 094 05 13.91   (W)   HD_HELD1
 DJ9322* NAVD 88 ORTHO HEIGHT -   328.345 (meters)     1077.25  (feet) ADJUSTED
 DJ9322  ______________________________________________________________________
 DJ9322  GEOID HEIGHT    -        -28.440 (meters)                     GEOID18
 DJ9322  DYNAMIC HEIGHT  -        328.279 (meters)     1077.03  (feet) COMP
 DJ9322  MODELED GRAVITY -    980,408.0   (mgal)                       NAVD 88
 DJ9322
 DJ9322  VERT ORDER      -  SECOND    CLASS I
 DJ9322
 DJ9322.The horizontal coordinates were determined by differentially corrected
 DJ9322.hand held GPS observations or other comparable positioning techniques
 DJ9322.and have an estimated accuracy of +/- 3 meters.
 DJ9322
 DJ9322.The orthometric height was determined by differential leveling and
 DJ9322.adjusted by the NATIONAL GEODETIC SURVEY
 DJ9322.in June 2008.
 DJ9322
 DJ9322.Significant digits in the geoid height do not necessarily reflect accuracy.
 DJ9322.GEOID18 height accuracy estimate available here.
 DJ9322
 DJ9322.Click photographs - Photos may exist for this station.
 DJ9322
 DJ9322.The dynamic height is computed by dividing the NAVD 88
 DJ9322.geopotential number by the normal gravity value computed on the
 DJ9322.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ9322.degrees latitude (g = 980.6199 gals.).
 DJ9322
 DJ9322.The modeled gravity was interpolated from observed gravity values.
 DJ9322
 DJ9322;                    North         East    Units  Estimated Accuracy
 DJ9322;SPC MN S     -   167,834.2     792,960.4     MT  (+/- 3 meters HH1 GPS) 
 DJ9322
 DJ9322_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVJ1226629182(NAD 83)
 DJ9322
 DJ9322                          SUPERSEDED SURVEY CONTROL
 DJ9322
 DJ9322.No superseded survey control is available for this station.
 DJ9322
 DJ9322_MARKER: DV = VERTICAL CONTROL DISK
 DJ9322_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DJ9322_SP_SET: BRIDGE ABUTMENT
 DJ9322_STAMPING: 2207 D 2005
 DJ9322_MARK LOGO: MNHD
 DJ9322_MAGNETIC: N = NO MAGNETIC MATERIAL
 DJ9322_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DJ9322_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DJ9322+SATELLITE: SATELLITE OBSERVATIONS - July 11, 2018
 DJ9322
 DJ9322  HISTORY     - Date     Condition        Report By
 DJ9322  HISTORY     - 2005     MONUMENTED       MNDT
 DJ9322  HISTORY     - 20180711 GOOD             MNDT
 DJ9322  HISTORY     - 20180711 GOOD             MNDT
 DJ9322
 DJ9322                          STATION DESCRIPTION
 DJ9322
 DJ9322'DESCRIBED BY MN DEPT OF TRANSP 2005
 DJ9322'2.35 SOUTH OF BLUE EARTH, IN ABUTMENT IN SOUTHEAST CORNER OF TRUNK
 DJ9322'HIGHWAY 169 BRIDGE NUMBER 22002, 2.35 MI (3.8 KM) SOUTH ALONG TRUNK
 DJ9322'HIGHWAY 169 FROM THE JUNCTION OF TRUNK HIGHWAY 169 AND COUNTY ROAD 16
 DJ9322'IN BLUE EARTH, AT TRUNK HIGHWAY 169 MILEPOST 7.65, 23 FT (7.0 M)
 DJ9322'EAST-SOUTHEAST OF TRUNK HIGHWAY 169.
 DJ9322
 DJ9322                          STATION RECOVERY (2018)
 DJ9322
 DJ9322'RECOVERY NOTE BY MN DEPT OF TRANSP 2018 (TJD)
 DJ9322'RECOVERED AS DESCRIBED.
 DJ9322
 DJ9322                          STATION RECOVERY (2018)
 DJ9322
 DJ9322'RECOVERY NOTE BY MN DEPT OF TRANSP 2018 (TJD)
 DJ9322'2.35 MI (3.78 KM) SOUTH OF BLUE EARTH, IN AN ABUTMENT IN THE SOUTHEAST
 DJ9322'CORNER OF TRUNK HIGHWAY 169 BRIDGE NUMBER 22002, 2.35 MI (3.78 KM)
 DJ9322'SOUTH ALONG TRUNK HIGHWAY 169 FROM THE JUNCTION OF TRUNK HIGHWAY 169
 DJ9322'AND COUNTY ROAD 16 IN BLUE EARTH, AT TRUNK HIGHWAY 169 MILE POINT
 DJ9322'7.65, 23.0 FT (7.0 M) EAST-SOUTHEAST OF TRUNK HIGHWAY 169.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DJ9323 ***********************************************************************
 DJ9323  DESIGNATION -  2207 E
 DJ9323  PID         -  DJ9323
 DJ9323  STATE/COUNTY-  MN/FARIBAULT
 DJ9323  COUNTRY     -  US
 DJ9323  USGS QUAD   -  ELMORE (2019)
 DJ9323
 DJ9323                         *CURRENT SURVEY CONTROL
 DJ9323  ______________________________________________________________________
 DJ9323* NAD 83(2011) POSITION- 43 35 12.00218(N) 094 05 12.44816(W)   ADJUSTED
 DJ9323* NAD 83(2011) ELLIP HT-   309.914 (meters)        (02/17/22)   ADJUSTED
 DJ9323* NAD 83(2011) EPOCH   -  2010.00
 DJ9323* NAVD 88 ORTHO HEIGHT -   338.349 (meters)     1110.07  (feet) ADJUSTED
 DJ9323  ______________________________________________________________________
 DJ9323  GEOID HEIGHT    -        -28.442 (meters)                     GEOID18
 DJ9323  NAD 83(2011) X  -   -329,789.145 (meters)                     COMP
 DJ9323  NAD 83(2011) Y  - -4,615,716.768 (meters)                     COMP
 DJ9323  NAD 83(2011) Z  -  4,375,155.066 (meters)                     COMP
 DJ9323  LAPLACE CORR    -         -2.93  (seconds)                    DEFLEC18
 DJ9323  DYNAMIC HEIGHT  -        338.280 (meters)     1109.84  (feet) COMP
 DJ9323  MODELED GRAVITY -    980,406.2   (mgal)                       NAVD 88
 DJ9323
 DJ9323  VERT ORDER      -  SECOND    CLASS I
 DJ9323
 DJ9323  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DJ9323  Standards:
 DJ9323         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DJ9323            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DJ9323  -------------------------------------------------------------------
 DJ9323  NETWORK    0.86   1.16           0.39   0.30   0.59      0.08841820
 DJ9323  -------------------------------------------------------------------
 DJ9323  Click here for local accuracies and other accuracy information.
 DJ9323
 DJ9323.The horizontal coordinates were established by GPS observations
 DJ9323.and adjusted by the MN DEPT OF TRANSP in February 2022.
 DJ9323
 DJ9323.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DJ9323.been affixed to the stable North American tectonic plate. See 
 DJ9323.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DJ9323
 DJ9323.The horizontal coordinates are valid at the epoch date displayed above
 DJ9323.which is a decimal equivalence of Year/Month/Day.
 DJ9323
 DJ9323.The orthometric height was determined by differential leveling and
 DJ9323.adjusted by the NATIONAL GEODETIC SURVEY
 DJ9323.in June 2008.
 DJ9323
 DJ9323.No vertical observational check was made to the station.
 DJ9323
 DJ9323.Significant digits in the geoid height do not necessarily reflect accuracy.
 DJ9323.GEOID18 height accuracy estimate available here.
 DJ9323
 DJ9323.Click photographs - Photos may exist for this station.
 DJ9323
 DJ9323.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DJ9323
 DJ9323.The Laplace correction was computed from DEFLEC18 derived deflections.
 DJ9323
 DJ9323.The ellipsoidal height was determined by GPS observations
 DJ9323.and is referenced to NAD 83.
 DJ9323
 DJ9323.The dynamic height is computed by dividing the NAVD 88
 DJ9323.geopotential number by the normal gravity value computed on the
 DJ9323.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ9323.degrees latitude (g = 980.6199 gals.).
 DJ9323
 DJ9323.The modeled gravity was interpolated from observed gravity values.
 DJ9323
 DJ9323. The following values were computed from the NAD 83(2011) position.
 DJ9323
 DJ9323;                    North         East     Units Scale Factor Converg.
 DJ9323;SPC MN S     -   165,191.088   792,990.330   MT  1.00004841   -0 03 39.0
 DJ9323;SPC MN S     -   541,964.43  2,601,669.11   sFT  1.00004841   -0 03 39.0
 DJ9323;UTM  15      - 4,826,540.270   412,264.604   MT  0.99969468   -0 44 57.6
 DJ9323
 DJ9323!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DJ9323!SPC MN S     -   0.99995140  x   1.00004841  =   0.99999981
 DJ9323!UTM  15      -   0.99995140  x   0.99969468  =   0.99964610
 DJ9323
 DJ9323_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVJ1226426540(NAD 83)
 DJ9323
 DJ9323                          SUPERSEDED SURVEY CONTROL
 DJ9323
 DJ9323.No superseded survey control is available for this station.
 DJ9323
 DJ9323_MARKER: DD = SURVEY DISK
 DJ9323_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DJ9323_STAMPING: 2207 E 2005
 DJ9323_MARK LOGO: MNDT
 DJ9323_PROJECTION: FLUSH
 DJ9323_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DJ9323_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DJ9323_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DJ9323+SATELLITE: SATELLITE OBSERVATIONS - January 20, 2022
 DJ9323_ROD/PIPE-DEPTH: 9.1 meters
 DJ9323
 DJ9323  HISTORY     - Date     Condition        Report By
 DJ9323  HISTORY     - 2005     MONUMENTED       MNDT
 DJ9323  HISTORY     - 20180711 GOOD             MNDT
 DJ9323  HISTORY     - 20201124 GOOD             MNDT
 DJ9323  HISTORY     - 20220120 GOOD             MNDT
 DJ9323
 DJ9323                          STATION DESCRIPTION
 DJ9323
 DJ9323'DESCRIBED BY MN DEPT OF TRANSP 2005
 DJ9323'4.0 SOUTH OF BLUE EARTH, 3.95 MI (6.4 KM) SOUTH ALONG TRUNK HIGHWAY
 DJ9323'169 FROM THE JUNCTION OF TRUNK HIGHWAY 169 AND COUNTY ROAD 16 IN BLUE
 DJ9323'EARTH, AT TRUNK HIGHWAY 169 MILE POINT 6.00, 52.5 FT (16.0 M) EAST OF
 DJ9323'TRUNK HIGHWAY 169, 75.8 FT (23.1 M) SOUTH OF 70TH STREET, 21.4 FT (6.5
 DJ9323'M) SOUTH OF A POWER POLE, 1.0 FT (0.3 M) WEST OF A WITNESS POST.
 DJ9323
 DJ9323                          STATION RECOVERY (2018)
 DJ9323
 DJ9323'RECOVERY NOTE BY MN DEPT OF TRANSP 2018 (TJD)
 DJ9323'4.0 MI (6.4 KM) SOUTH OF BLUE EARTH, 4.0 MI (6.4 KM) SOUTH ALONG TRUNK
 DJ9323'HIGHWAY 169 FROM THE JUNCTION OF TRUNK HIGHWAY 169 AND COUNTY ROAD 16
 DJ9323'IN BLUE EARTH, AT TRUNK HIGHWAY 169 MILE POINT 6.00, 52.5 FT (16.0 M)
 DJ9323'EAST OF TRUNK HIGHWAY 169, 75.8 FT (23.1 M) SOUTH OF 70TH STREET, 21.4
 DJ9323'FT (6.5 M) SOUTH OF A POWER POLE, 1.0 FT (0.3 M) WEST OF A WITNESS
 DJ9323'POST.
 DJ9323
 DJ9323                          STATION RECOVERY (2020)
 DJ9323
 DJ9323'RECOVERY NOTE BY MN DEPT OF TRANSP 2020 (KMS)
 DJ9323'RECOVERED IN GOOD CONDITION.
 DJ9323
 DJ9323                          STATION RECOVERY (2022)
 DJ9323
 DJ9323'RECOVERY NOTE BY MN DEPT OF TRANSP 2022 (SXL)
 DJ9323'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DJ9324 ***********************************************************************
 DJ9324  DESIGNATION -  2207 F
 DJ9324  PID         -  DJ9324
 DJ9324  STATE/COUNTY-  MN/FARIBAULT
 DJ9324  COUNTRY     -  US
 DJ9324  USGS QUAD   -  ELMORE (2019)
 DJ9324
 DJ9324                         *CURRENT SURVEY CONTROL
 DJ9324  ______________________________________________________________________
 DJ9324* NAD 83(2011) POSITION- 43 34 20.23264(N) 094 05 10.28018(W)   ADJUSTED
 DJ9324* NAD 83(2011) ELLIP HT-   307.425 (meters)        (02/17/22)   ADJUSTED
 DJ9324* NAD 83(2011) EPOCH   -  2010.00
 DJ9324* NAVD 88 ORTHO HEIGHT -   335.868 (meters)     1101.93  (feet) ADJUSTED
 DJ9324  ______________________________________________________________________
 DJ9324  GEOID HEIGHT    -        -28.446 (meters)                     GEOID18
 DJ9324  NAD 83(2011) X  -   -329,818.989 (meters)                     COMP
 DJ9324  NAD 83(2011) Y  - -4,616,817.096 (meters)                     COMP
 DJ9324  NAD 83(2011) Z  -  4,373,995.873 (meters)                     COMP
 DJ9324  LAPLACE CORR    -         -2.86  (seconds)                    DEFLEC18
 DJ9324  DYNAMIC HEIGHT  -        335.800 (meters)     1101.70  (feet) COMP
 DJ9324  MODELED GRAVITY -    980,405.3   (mgal)                       NAVD 88
 DJ9324
 DJ9324  VERT ORDER      -  SECOND    CLASS I
 DJ9324
 DJ9324  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DJ9324  Standards:
 DJ9324         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DJ9324            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DJ9324  -------------------------------------------------------------------
 DJ9324  NETWORK    0.87   1.16           0.39   0.31   0.59      0.07831684
 DJ9324  -------------------------------------------------------------------
 DJ9324  Click here for local accuracies and other accuracy information.
 DJ9324
 DJ9324.The horizontal coordinates were established by GPS observations
 DJ9324.and adjusted by the MN DEPT OF TRANSP in February 2022.
 DJ9324
 DJ9324.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DJ9324.been affixed to the stable North American tectonic plate. See 
 DJ9324.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DJ9324
 DJ9324.The horizontal coordinates are valid at the epoch date displayed above
 DJ9324.which is a decimal equivalence of Year/Month/Day.
 DJ9324
 DJ9324.The orthometric height was determined by differential leveling and
 DJ9324.adjusted by the NATIONAL GEODETIC SURVEY
 DJ9324.in June 2008.
 DJ9324
 DJ9324.No vertical observational check was made to the station.
 DJ9324
 DJ9324.Significant digits in the geoid height do not necessarily reflect accuracy.
 DJ9324.GEOID18 height accuracy estimate available here.
 DJ9324
 DJ9324.Click photographs - Photos may exist for this station.
 DJ9324
 DJ9324.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DJ9324
 DJ9324.The Laplace correction was computed from DEFLEC18 derived deflections.
 DJ9324
 DJ9324.The ellipsoidal height was determined by GPS observations
 DJ9324.and is referenced to NAD 83.
 DJ9324
 DJ9324.The dynamic height is computed by dividing the NAVD 88
 DJ9324.geopotential number by the normal gravity value computed on the
 DJ9324.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ9324.degrees latitude (g = 980.6199 gals.).
 DJ9324
 DJ9324.The modeled gravity was interpolated from observed gravity values.
 DJ9324
 DJ9324. The following values were computed from the NAD 83(2011) position.
 DJ9324
 DJ9324;                    North         East     Units Scale Factor Converg.
 DJ9324;SPC MN S     -   163,593.233   793,037.283   MT  1.00005240   -0 03 37.5
 DJ9324;SPC MN S     -   536,722.13  2,601,823.15   sFT  1.00005240   -0 03 37.5
 DJ9324;UTM  15      - 4,824,942.535   412,292.347   MT  0.99969462   -0 44 55.4
 DJ9324
 DJ9324!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DJ9324!SPC MN S     -   0.99995179  x   1.00005240  =   1.00000419
 DJ9324!UTM  15      -   0.99995179  x   0.99969462  =   0.99964643
 DJ9324
 DJ9324_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVJ1229224942(NAD 83)
 DJ9324
 DJ9324                          SUPERSEDED SURVEY CONTROL
 DJ9324
 DJ9324.No superseded survey control is available for this station.
 DJ9324
 DJ9324_MARKER: DD = SURVEY DISK
 DJ9324_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DJ9324_STAMPING: 2207 F 2005
 DJ9324_MARK LOGO: MNDT
 DJ9324_PROJECTION: FLUSH
 DJ9324_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DJ9324_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DJ9324_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DJ9324+SATELLITE: SATELLITE OBSERVATIONS - January 20, 2022
 DJ9324_ROD/PIPE-DEPTH: 10.7 meters
 DJ9324
 DJ9324  HISTORY     - Date     Condition        Report By
 DJ9324  HISTORY     - 2005     MONUMENTED       MNDT
 DJ9324  HISTORY     - 20180711 GOOD             MNDT
 DJ9324  HISTORY     - 20220120 GOOD             MNDT
 DJ9324
 DJ9324                          STATION DESCRIPTION
 DJ9324
 DJ9324'DESCRIBED BY MN DEPT OF TRANSP 2005
 DJ9324'4.5 NORTH OF ELMORE, 4.5 MI (7.2 KM) NORTH ALONG TRUNK HIGHWAY 169
 DJ9324'FROM THE JUNCTION OF TRUNK HIGHWAY 169 AND COUNTY ROAD 9 IN ELMORE, AT
 DJ9324'TRUNK HIGHWAY 169 MILEPOST 5.00, 64.1 FT (19.5 M) EAST OF TRUNK
 DJ9324'HIGHWAY 169, 36.2 FT (11.0 M) NORTH OF 60 THE STREET, 9.1 FT (2.8 M)
 DJ9324'WEST OF FILED ENTRANCE, 16.5 FT (5.0 M) EAST-SOUTHEAST OF A POWER
 DJ9324'POLE, 1.7 FT (0.5 M) SOUTH OF A WITNESS POST.
 DJ9324
 DJ9324                          STATION RECOVERY (2018)
 DJ9324
 DJ9324'RECOVERY NOTE BY MN DEPT OF TRANSP 2018 (TJD)
 DJ9324'RECOVERED AS DESCRIBED.
 DJ9324
 DJ9324                          STATION RECOVERY (2022)
 DJ9324
 DJ9324'RECOVERY NOTE BY MN DEPT OF TRANSP 2022 (SXL)
 DJ9324'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DR2938 ***********************************************************************
 DR2938  DESIGNATION -  2207 G RESET
 DR2938  PID         -  DR2938
 DR2938  STATE/COUNTY-  MN/FARIBAULT
 DR2938  COUNTRY     -  US
 DR2938  USGS QUAD   -  ELMORE (2019)
 DR2938
 DR2938                         *CURRENT SURVEY CONTROL
 DR2938  ______________________________________________________________________
 DR2938* NAD 83(2011) POSITION- 43 33 27.71920(N) 094 05 08.13154(W)   ADJUSTED
 DR2938* NAD 83(2011) ELLIP HT-   311.284 (meters)        (02/17/22)   ADJUSTED
 DR2938* NAD 83(2011) EPOCH   -  2010.00
 DR2938* NAVD 88 ORTHO HEIGHT -   339.735 (meters)     1114.61  (feet) ADJUSTED
 DR2938  ______________________________________________________________________
 DR2938  GEOID HEIGHT    -        -28.451 (meters)                     GEOID18
 DR2938  NAD 83(2011) X  -   -329,850.677 (meters)                     COMP
 DR2938  NAD 83(2011) Y  - -4,617,937.470 (meters)                     COMP
 DR2938  NAD 83(2011) Z  -  4,372,824.143 (meters)                     COMP
 DR2938  LAPLACE CORR    -         -2.90  (seconds)                    DEFLEC18
 DR2938  DYNAMIC HEIGHT  -        339.665 (meters)     1114.38  (feet) COMP
 DR2938  MODELED GRAVITY -    980,404.4   (mgal)                       NAVD 88
 DR2938
 DR2938  VERT ORDER      -  SECOND    CLASS I
 DR2938
 DR2938  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DR2938  Standards:
 DR2938         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DR2938            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DR2938  -------------------------------------------------------------------
 DR2938  NETWORK    0.90   1.16           0.41   0.31   0.59      0.08210173
 DR2938  -------------------------------------------------------------------
 DR2938  Click here for local accuracies and other accuracy information.
 DR2938
 DR2938.The horizontal coordinates were established by GPS observations
 DR2938.and adjusted by the MN DEPT OF TRANSP in February 2022.
 DR2938
 DR2938.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DR2938.been affixed to the stable North American tectonic plate. See 
 DR2938.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DR2938
 DR2938.The horizontal coordinates are valid at the epoch date displayed above
 DR2938.which is a decimal equivalence of Year/Month/Day.
 DR2938
 DR2938.The orthometric height was determined by differential leveling and
 DR2938.adjusted by the NATIONAL GEODETIC SURVEY
 DR2938.in April 2020.
 DR2938
 DR2938.Significant digits in the geoid height do not necessarily reflect accuracy.
 DR2938.GEOID18 height accuracy estimate available here.
 DR2938
 DR2938.Click photographs - Photos may exist for this station.
 DR2938
 DR2938.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DR2938
 DR2938.The Laplace correction was computed from DEFLEC18 derived deflections.
 DR2938
 DR2938.The ellipsoidal height was determined by GPS observations
 DR2938.and is referenced to NAD 83.
 DR2938
 DR2938.The dynamic height is computed by dividing the NAVD 88
 DR2938.geopotential number by the normal gravity value computed on the
 DR2938.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DR2938.degrees latitude (g = 980.6199 gals.).
 DR2938
 DR2938.The modeled gravity was interpolated from observed gravity values.
 DR2938
 DR2938. The following values were computed from the NAD 83(2011) position.
 DR2938
 DR2938;                    North         East     Units Scale Factor Converg.
 DR2938;SPC MN S     -   161,972.417   793,083.802   MT  1.00005652   -0 03 36.0
 DR2938;SPC MN S     -   531,404.50  2,601,975.77   sFT  1.00005652   -0 03 36.0
 DR2938;UTM  15      - 4,823,321.861   412,319.384   MT  0.99969456   -0 44 53.2
 DR2938
 DR2938!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DR2938!SPC MN S     -   0.99995119  x   1.00005652  =   1.00000771
 DR2938!UTM  15      -   0.99995119  x   0.99969456  =   0.99964576
 DR2938
 DR2938_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVJ1231923321(NAD 83)
 DR2938
 DR2938                          SUPERSEDED SURVEY CONTROL
 DR2938
 DR2938.No superseded survey control is available for this station.
 DR2938
 DR2938_MARKER: I = METAL ROD
 DR2938_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DR2938_STAMPING: 2207 G RESET 2018
 DR2938_MARK LOGO: MNDT
 DR2938_PROJECTION: RECESSED 8 CENTIMETERS
 DR2938_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DR2938_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DR2938_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DR2938+SATELLITE: SATELLITE OBSERVATIONS - January 20, 2022
 DR2938_ROD/PIPE-DEPTH: 9.1 meters
 DR2938
 DR2938  HISTORY     - Date     Condition        Report By
 DR2938  HISTORY     - 20180711 MONUMENTED       MNDT
 DR2938  HISTORY     - 20201124 GOOD             MNDT
 DR2938  HISTORY     - 20220120 GOOD             MNDT
 DR2938
 DR2938                          STATION DESCRIPTION
 DR2938
 DR2938'DESCRIBED BY MN DEPT OF TRANSP 2018
 DR2938'THE MARK IS LOCATED ABOUT 3.5 MI (5.6 KM) NORTH OF ELMORE.
 DR2938'
 DR2938'TO REACH THE MARK GO 3.5 MI (5.6 KM) NORTH ALONG TRUNK HIGHWAY 169
 DR2938'FROM THE JUNCTION OF TRUNK HIGHWAY 169 AND COUNTY ROAD 9 IN ELMORE, AT
 DR2938'TRUNK HIGHWAY 169 MILE POINT 4.00.
 DR2938'
 DR2938'THE MARK IS 43.7 FT (13.3 M) EAST OF TRUNK HIGHWAY 169, 17.8 FT (5.4
 DR2938'M) SOUTH OF A FIELD ENTRANCE, 0.8 FT (24 CM) NORTH OF A WITNESS POST.
 DR2938'
 DR2938'NOTE-THE STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM ROD
 DR2938'DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION REMOVABLE DISK
 DR2938'SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH PVC
 DR2938'PIPE BACK FILLED WITH WASHED SAND.
 DR2938
 DR2938                          STATION RECOVERY (2020)
 DR2938
 DR2938'RECOVERY NOTE BY MN DEPT OF TRANSP 2020 (KMS)
 DR2938'RECOVERED IN GOOD CONDITION.
 DR2938
 DR2938                          STATION RECOVERY (2022)
 DR2938
 DR2938'RECOVERY NOTE BY MN DEPT OF TRANSP 2022 (SXL)
 DR2938'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DR2940 ***********************************************************************
 DR2940  DESIGNATION -  2207 H RESET
 DR2940  PID         -  DR2940
 DR2940  STATE/COUNTY-  MN/FARIBAULT
 DR2940  COUNTRY     -  US
 DR2940  USGS QUAD   -  ELMORE (2019)
 DR2940
 DR2940                         *CURRENT SURVEY CONTROL
 DR2940  ______________________________________________________________________
 DR2940* NAD 83(2011) POSITION- 43 32 36.10307(N) 094 05 06.32898(W)   ADJUSTED
 DR2940* NAD 83(2011) ELLIP HT-   309.877 (meters)        (02/17/22)   ADJUSTED
 DR2940* NAD 83(2011) EPOCH   -  2010.00
 DR2940* NAVD 88 ORTHO HEIGHT -   338.336 (meters)     1110.02  (feet) ADJUSTED
 DR2940  ______________________________________________________________________
 DR2940  GEOID HEIGHT    -        -28.458 (meters)                     GEOID18
 DR2940  NAD 83(2011) X  -   -329,888.439 (meters)                     COMP
 DR2940  NAD 83(2011) Y  - -4,619,034.155 (meters)                     COMP
 DR2940  NAD 83(2011) Z  -  4,371,668.578 (meters)                     COMP
 DR2940  LAPLACE CORR    -         -2.97  (seconds)                    DEFLEC18
 DR2940  DYNAMIC HEIGHT  -        338.266 (meters)     1109.79  (feet) COMP
 DR2940  MODELED GRAVITY -    980,403.6   (mgal)                       NAVD 88
 DR2940
 DR2940  VERT ORDER      -  SECOND    CLASS I
 DR2940
 DR2940  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DR2940  Standards:
 DR2940         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DR2940            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DR2940  -------------------------------------------------------------------
 DR2940  NETWORK    0.90   1.18           0.41   0.31   0.60      0.06607945
 DR2940  -------------------------------------------------------------------
 DR2940  Click here for local accuracies and other accuracy information.
 DR2940
 DR2940.The horizontal coordinates were established by GPS observations
 DR2940.and adjusted by the MN DEPT OF TRANSP in February 2022.
 DR2940
 DR2940.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DR2940.been affixed to the stable North American tectonic plate. See 
 DR2940.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DR2940
 DR2940.The horizontal coordinates are valid at the epoch date displayed above
 DR2940.which is a decimal equivalence of Year/Month/Day.
 DR2940
 DR2940.The orthometric height was determined by differential leveling and
 DR2940.adjusted by the NATIONAL GEODETIC SURVEY
 DR2940.in April 2020.
 DR2940
 DR2940.Significant digits in the geoid height do not necessarily reflect accuracy.
 DR2940.GEOID18 height accuracy estimate available here.
 DR2940
 DR2940.Click photographs - Photos may exist for this station.
 DR2940
 DR2940.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DR2940
 DR2940.The Laplace correction was computed from DEFLEC18 derived deflections.
 DR2940
 DR2940.The ellipsoidal height was determined by GPS observations
 DR2940.and is referenced to NAD 83.
 DR2940
 DR2940.The dynamic height is computed by dividing the NAVD 88
 DR2940.geopotential number by the normal gravity value computed on the
 DR2940.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DR2940.degrees latitude (g = 980.6199 gals.).
 DR2940
 DR2940.The modeled gravity was interpolated from observed gravity values.
 DR2940
 DR2940. The following values were computed from the NAD 83(2011) position.
 DR2940
 DR2940;                    North         East     Units Scale Factor Converg.
 DR2940;SPC MN S     -   160,379.302   793,122.603   MT  1.00006062   -0 03 34.7
 DR2940;SPC MN S     -   526,177.76  2,602,103.07   sFT  1.00006062   -0 03 34.7
 DR2940;UTM  15      - 4,821,728.974   412,339.045   MT  0.99969452   -0 44 51.3
 DR2940
 DR2940!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DR2940!SPC MN S     -   0.99995141  x   1.00006062  =   1.00001203
 DR2940!UTM  15      -   0.99995141  x   0.99969452  =   0.99964594
 DR2940
 DR2940_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVJ1233921728(NAD 83)
 DR2940
 DR2940                          SUPERSEDED SURVEY CONTROL
 DR2940
 DR2940.No superseded survey control is available for this station.
 DR2940
 DR2940_MARKER: F = FLANGE-ENCASED ROD
 DR2940_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DR2940_STAMPING: 2207 H RESET 2018
 DR2940_MARK LOGO: MNDT
 DR2940_PROJECTION: RECESSED 8 CENTIMETERS
 DR2940_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DR2940_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DR2940_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DR2940+SATELLITE: SATELLITE OBSERVATIONS - January 20, 2022
 DR2940_ROD/PIPE-DEPTH: 10.7 meters
 DR2940
 DR2940  HISTORY     - Date     Condition        Report By
 DR2940  HISTORY     - 20180712 MONUMENTED       MNDT
 DR2940  HISTORY     - 20220120 GOOD             MNDT
 DR2940
 DR2940                          STATION DESCRIPTION
 DR2940
 DR2940'DESCRIBED BY MN DEPT OF TRANSP 2018
 DR2940'THE MARK IS LOCATED ABOUT 2.5 MI (4.0 KM) NORTH OF ELMORE.
 DR2940'
 DR2940'TO REACH THE MARK GO 2.5 MI (4.0 KM) NORTH ALONG TRUNK HIGHWAY 169
 DR2940'FROM THE JUNCTION OF TRUNK HIGHWAY 169 AND COUNTY ROAD 9 IN ELMORE, AT
 DR2940'TRUNK HIGHWAY 169 MILE POINT 2.95.
 DR2940'
 DR2940'THE MARK IS 86.0 FT (26.2 M) WEST OF TRUNK HIGHWAY 169, 30.3 FT (9.2
 DR2940'M) NORTH OF 40TH STREET, 15.1 FT (4.6 M) EAST OF A FIELD ENTRANCE, 1.2
 DR2940'FT (0.4 M) WEST OF A WITNESS POST.
 DR2940'
 DR2940'NOTE-THE STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM ROD
 DR2940'DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION REMOVABLE DISK
 DR2940'SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH PVC
 DR2940'PIPE BACK FILLED WITH WASHED SAND.
 DR2940
 DR2940                          STATION RECOVERY (2022)
 DR2940
 DR2940'RECOVERY NOTE BY MN DEPT OF TRANSP 2022 (RXJ)
 DR2940'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DR2943 ***********************************************************************
 DR2943  DESIGNATION -  2207 K RESET
 DR2943  PID         -  DR2943
 DR2943  STATE/COUNTY-  MN/FARIBAULT
 DR2943  COUNTRY     -  US
 DR2943  USGS QUAD   -  ELMORE (2019)
 DR2943
 DR2943                         *CURRENT SURVEY CONTROL
 DR2943  ______________________________________________________________________
 DR2943* NAD 83(2011) POSITION- 43 30 50.61076(N) 094 05 17.72673(W)   ADJUSTED
 DR2943* NAD 83(2011) ELLIP HT-   314.573 (meters)        (02/17/22)   ADJUSTED
 DR2943* NAD 83(2011) EPOCH   -  2010.00
 DR2943* NAVD 88 ORTHO HEIGHT -   343.046 (meters)     1125.48  (feet) ADJUSTED
 DR2943  ______________________________________________________________________
 DR2943  GEOID HEIGHT    -        -28.474 (meters)                     GEOID18
 DR2943  NAD 83(2011) X  -   -330,303.784 (meters)                     COMP
 DR2943  NAD 83(2011) Y  - -4,621,255.977 (meters)                     COMP
 DR2943  NAD 83(2011) Z  -  4,369,311.219 (meters)                     COMP
 DR2943  LAPLACE CORR    -         -2.99  (seconds)                    DEFLEC18
 DR2943  DYNAMIC HEIGHT  -        342.975 (meters)     1125.24  (feet) COMP
 DR2943  MODELED GRAVITY -    980,402.2   (mgal)                       NAVD 88
 DR2943
 DR2943  VERT ORDER      -  SECOND    CLASS I
 DR2943
 DR2943  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DR2943  Standards:
 DR2943         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DR2943            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DR2943  -------------------------------------------------------------------
 DR2943  NETWORK    0.91   1.18           0.41   0.32   0.60      0.08992844
 DR2943  -------------------------------------------------------------------
 DR2943  Click here for local accuracies and other accuracy information.
 DR2943
 DR2943.The horizontal coordinates were established by GPS observations
 DR2943.and adjusted by the MN DEPT OF TRANSP in February 2022.
 DR2943
 DR2943.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DR2943.been affixed to the stable North American tectonic plate. See 
 DR2943.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DR2943
 DR2943.The horizontal coordinates are valid at the epoch date displayed above
 DR2943.which is a decimal equivalence of Year/Month/Day.
 DR2943
 DR2943.The orthometric height was determined by differential leveling and
 DR2943.adjusted by the NATIONAL GEODETIC SURVEY
 DR2943.in April 2020.
 DR2943
 DR2943.Significant digits in the geoid height do not necessarily reflect accuracy.
 DR2943.GEOID18 height accuracy estimate available here.
 DR2943
 DR2943.Click photographs - Photos may exist for this station.
 DR2943
 DR2943.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DR2943
 DR2943.The Laplace correction was computed from DEFLEC18 derived deflections.
 DR2943
 DR2943.The ellipsoidal height was determined by GPS observations
 DR2943.and is referenced to NAD 83.
 DR2943
 DR2943.The dynamic height is computed by dividing the NAVD 88
 DR2943.geopotential number by the normal gravity value computed on the
 DR2943.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DR2943.degrees latitude (g = 980.6199 gals.).
 DR2943
 DR2943.The modeled gravity was interpolated from observed gravity values.
 DR2943
 DR2943. The following values were computed from the NAD 83(2011) position.
 DR2943
 DR2943;                    North         East     Units Scale Factor Converg.
 DR2943;SPC MN S     -   157,123.664   792,863.197   MT  1.00006921   -0 03 42.7
 DR2943;SPC MN S     -   515,496.55  2,601,252.01   sFT  1.00006921   -0 03 42.7
 DR2943;UTM  15      - 4,818,477.889   412,040.692   MT  0.99969517   -0 44 57.7
 DR2943
 DR2943!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DR2943!SPC MN S     -   0.99995067  x   1.00006921  =   1.00001988
 DR2943!UTM  15      -   0.99995067  x   0.99969517  =   0.99964586
 DR2943
 DR2943_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVJ1204018477(NAD 83)
 DR2943
 DR2943                          SUPERSEDED SURVEY CONTROL
 DR2943
 DR2943.No superseded survey control is available for this station.
 DR2943
 DR2943_MARKER: I = METAL ROD
 DR2943_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DR2943_STAMPING: 2207 K RESET 2018
 DR2943_MARK LOGO: MNDT
 DR2943_PROJECTION: RECESSED 13 CENTIMETERS
 DR2943_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DR2943_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DR2943_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DR2943+SATELLITE: SATELLITE OBSERVATIONS - January 26, 2022
 DR2943_ROD/PIPE-DEPTH: 7.6 meters
 DR2943
 DR2943  HISTORY     - Date     Condition        Report By
 DR2943  HISTORY     - 20180712 MONUMENTED       MNDT
 DR2943  HISTORY     - 20220126 GOOD             MNDT
 DR2943
 DR2943                          STATION DESCRIPTION
 DR2943
 DR2943'DESCRIBED BY MN DEPT OF TRANSP 2018
 DR2943'THE MARK IS LOCATED ABOUT IN ELMORE.
 DR2943'
 DR2943'TO REACH THE MARK GO 0.5 MI (0.8 KM) NORTH ALONG TRUNK HIGHWAY 169
 DR2943'FROM THE JUNCTION OF TRUNK HIGHWAY 169 AND COUNTY ROAD 9 (RASMUSSEN
 DR2943'STREET) IN ELMORE, AT TRUNK HIGHWAY 169 MILE POINT 0.90.
 DR2943'
 DR2943'THE MARK IS 58.0 FT (17.7 M) WEST OF TRUNK HIGHWAY 169, 15.8 FT (4.8
 DR2943'M) NORTHEAST OF A FIELD ENTRANCE, 0.9 FT (27 CM) EAST OF A WITNESS
 DR2943'POST.
 DR2943'
 DR2943'NOTE-THE STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM ROD
 DR2943'DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION REMOVABLE DISK
 DR2943'SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH PVC
 DR2943'PIPE BACK FILLED WITH WASHED SAND.
 DR2943
 DR2943                          STATION RECOVERY (2022)
 DR2943
 DR2943'RECOVERY NOTE BY MN DEPT OF TRANSP 2022 (BXG)
 DR2943'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DR2942 ***********************************************************************
 DR2942  DESIGNATION -  2207 L
 DR2942  PID         -  DR2942
 DR2942  STATE/COUNTY-  MN/FARIBAULT
 DR2942  COUNTRY     -  US
 DR2942  USGS QUAD   -  ELMORE (2019)
 DR2942
 DR2942                         *CURRENT SURVEY CONTROL
 DR2942  ______________________________________________________________________
 DR2942* NAD 83(2011) POSITION- 43 31 44.35692(N) 094 05 13.49206(W)   ADJUSTED
 DR2942* NAD 83(2011) ELLIP HT-   310.805 (meters)        (02/17/22)   ADJUSTED
 DR2942* NAD 83(2011) EPOCH   -  2010.00
 DR2942* NAVD 88 ORTHO HEIGHT -   339.262 (meters)     1113.06  (feet) ADJUSTED
 DR2942  ______________________________________________________________________
 DR2942  GEOID HEIGHT    -        -28.464 (meters)                     GEOID18
 DR2942  NAD 83(2011) X  -   -330,127.300 (meters)                     COMP
 DR2942  NAD 83(2011) Y  - -4,620,120.649 (meters)                     COMP
 DR2942  NAD 83(2011) Z  -  4,370,511.440 (meters)                     COMP
 DR2942  LAPLACE CORR    -         -2.95  (seconds)                    DEFLEC18
 DR2942  DYNAMIC HEIGHT  -        339.192 (meters)     1112.83  (feet) COMP
 DR2942  MODELED GRAVITY -    980,402.9   (mgal)                       NAVD 88
 DR2942
 DR2942  VERT ORDER      -  SECOND    CLASS I
 DR2942
 DR2942  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DR2942  Standards:
 DR2942         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DR2942            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DR2942  -------------------------------------------------------------------
 DR2942  NETWORK    0.88   1.12           0.40   0.31   0.57      0.10666232
 DR2942  -------------------------------------------------------------------
 DR2942  Click here for local accuracies and other accuracy information.
 DR2942
 DR2942.The horizontal coordinates were established by GPS observations
 DR2942.and adjusted by the MN DEPT OF TRANSP in February 2022.
 DR2942
 DR2942.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DR2942.been affixed to the stable North American tectonic plate. See 
 DR2942.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DR2942
 DR2942.The horizontal coordinates are valid at the epoch date displayed above
 DR2942.which is a decimal equivalence of Year/Month/Day.
 DR2942
 DR2942.The orthometric height was determined by differential leveling and
 DR2942.adjusted by the NATIONAL GEODETIC SURVEY
 DR2942.in April 2020.
 DR2942
 DR2942.Significant digits in the geoid height do not necessarily reflect accuracy.
 DR2942.GEOID18 height accuracy estimate available here.
 DR2942
 DR2942.Click photographs - Photos may exist for this station.
 DR2942
 DR2942.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DR2942
 DR2942.The Laplace correction was computed from DEFLEC18 derived deflections.
 DR2942
 DR2942.The ellipsoidal height was determined by GPS observations
 DR2942.and is referenced to NAD 83.
 DR2942
 DR2942.The dynamic height is computed by dividing the NAVD 88
 DR2942.geopotential number by the normal gravity value computed on the
 DR2942.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DR2942.degrees latitude (g = 980.6199 gals.).
 DR2942
 DR2942.The modeled gravity was interpolated from observed gravity values.
 DR2942
 DR2942. The following values were computed from the NAD 83(2011) position.
 DR2942
 DR2942;                    North         East     Units Scale Factor Converg.
 DR2942;SPC MN S     -   158,782.382   792,960.083   MT  1.00006480   -0 03 39.7
 DR2942;SPC MN S     -   520,938.53  2,601,569.87   sFT  1.00006480   -0 03 39.7
 DR2942;UTM  15      - 4,820,134.708   412,157.434   MT  0.99969491   -0 44 55.5
 DR2942
 DR2942!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DR2942!SPC MN S     -   0.99995126  x   1.00006480  =   1.00001606
 DR2942!UTM  15      -   0.99995126  x   0.99969491  =   0.99964619
 DR2942
 DR2942_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVJ1215720134(NAD 83)
 DR2942
 DR2942                          SUPERSEDED SURVEY CONTROL
 DR2942
 DR2942.No superseded survey control is available for this station.
 DR2942
 DR2942_MARKER: F = FLANGE-ENCASED ROD
 DR2942_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DR2942_STAMPING: 2207 L 2018
 DR2942_MARK LOGO: MNDT
 DR2942_PROJECTION: RECESSED 5 CENTIMETERS
 DR2942_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DR2942_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DR2942_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DR2942+SATELLITE: SATELLITE OBSERVATIONS - January 26, 2022
 DR2942_ROD/PIPE-DEPTH: 10.1 meters
 DR2942
 DR2942  HISTORY     - Date     Condition        Report By
 DR2942  HISTORY     - 20180401 MONUMENTED       MNDT
 DR2942  HISTORY     - 20220126 GOOD             MNDT
 DR2942
 DR2942                          STATION DESCRIPTION
 DR2942
 DR2942'DESCRIBED BY MN DEPT OF TRANSP 2018
 DR2942'THE MARK IS LOCATED ABOUT 1.5 MI (2.4 KM) NORTH OF ELMORE.
 DR2942'
 DR2942'TO REACH THE MARK GO 1.5 MI (2.4 KM) NORTH ALONG TRUNK HIGHWAY 169
 DR2942'FROM THE JUNCTION OF TRUNK HIGHWAY 169 AND COUNTY ROAD 9 IN ELMORE, AT
 DR2942'TRUNK HIGHWAY 169 MILE POINT 2.0.
 DR2942'
 DR2942'THE MARK IS 168.9 FT (51.5 M) WEST OF TRUNK HIGHWAY 169, 41.1 FT (12.5
 DR2942'M) NORTH OF COUNTY ROAD 2 (30TH STREET), 10.9 FT (3.3 M) EAST OF A
 DR2942'FIELD ENTRANCE, 5.0 FT (1.5 M) WEST OF A WITNESS POST.
 DR2942'
 DR2942'NOTE-THE STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM ROD
 DR2942'DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION REMOVABLE DISK
 DR2942'SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH PVC
 DR2942'PIPE BACK FILLED WITH WASHED SAND.
 DR2942
 DR2942                          STATION RECOVERY (2022)
 DR2942
 DR2942'RECOVERY NOTE BY MN DEPT OF TRANSP 2022 (BXG)
 DR2942'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DR2935 ***********************************************************************
 DR2935  DESIGNATION -  2207 M
 DR2935  PID         -  DR2935
 DR2935  STATE/COUNTY-  MN/FARIBAULT
 DR2935  COUNTRY     -  US
 DR2935  USGS QUAD   -  BLUE EARTH (2019)
 DR2935
 DR2935                         *CURRENT SURVEY CONTROL
 DR2935  ______________________________________________________________________
 DR2935* NAD 83(2011) POSITION- 43 38 29.83922(N) 094 05 27.78086(W)   ADJUSTED
 DR2935* NAD 83(2011) ELLIP HT-   297.491 (meters)        (02/17/22)   ADJUSTED
 DR2935* NAD 83(2011) EPOCH   -  2010.00
 DR2935* NAVD 88 ORTHO HEIGHT -   325.934 (meters)     1069.34  (feet) ADJUSTED
 DR2935  ______________________________________________________________________
 DR2935  GEOID HEIGHT    -        -28.443 (meters)                     GEOID18
 DR2935  NAD 83(2011) X  -   -329,831.126 (meters)                     COMP
 DR2935  NAD 83(2011) Y  - -4,611,482.079 (meters)                     COMP
 DR2935  NAD 83(2011) Z  -  4,379,567.265 (meters)                     COMP
 DR2935  LAPLACE CORR    -         -3.07  (seconds)                    DEFLEC18
 DR2935  DYNAMIC HEIGHT  -        325.868 (meters)     1069.12  (feet) COMP
 DR2935  MODELED GRAVITY -    980,409.2   (mgal)                       NAVD 88
 DR2935
 DR2935  VERT ORDER      -  SECOND    CLASS I
 DR2935
 DR2935  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DR2935  Standards:
 DR2935         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DR2935            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DR2935  -------------------------------------------------------------------
 DR2935  NETWORK    0.84   1.18           0.38   0.30   0.60      0.08032202
 DR2935  -------------------------------------------------------------------
 DR2935  Click here for local accuracies and other accuracy information.
 DR2935
 DR2935.The horizontal coordinates were established by GPS observations
 DR2935.and adjusted by the MN DEPT OF TRANSP in February 2022.
 DR2935
 DR2935.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DR2935.been affixed to the stable North American tectonic plate. See 
 DR2935.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DR2935
 DR2935.The horizontal coordinates are valid at the epoch date displayed above
 DR2935.which is a decimal equivalence of Year/Month/Day.
 DR2935
 DR2935.The orthometric height was determined by differential leveling and
 DR2935.adjusted by the NATIONAL GEODETIC SURVEY
 DR2935.in April 2020.
 DR2935
 DR2935.Significant digits in the geoid height do not necessarily reflect accuracy.
 DR2935.GEOID18 height accuracy estimate available here.
 DR2935
 DR2935.Click photographs - Photos may exist for this station.
 DR2935
 DR2935.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DR2935
 DR2935.The Laplace correction was computed from DEFLEC18 derived deflections.
 DR2935
 DR2935.The ellipsoidal height was determined by GPS observations
 DR2935.and is referenced to NAD 83.
 DR2935
 DR2935.The dynamic height is computed by dividing the NAVD 88
 DR2935.geopotential number by the normal gravity value computed on the
 DR2935.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DR2935.degrees latitude (g = 980.6199 gals.).
 DR2935
 DR2935.The modeled gravity was interpolated from observed gravity values.
 DR2935
 DR2935. The following values were computed from the NAD 83(2011) position.
 DR2935
 DR2935;                    North         East     Units Scale Factor Converg.
 DR2935;SPC MN S     -   171,297.438   792,653.147   MT  1.00003372   -0 03 49.8
 DR2935;SPC MN S     -   561,998.34  2,600,562.87   sFT  1.00003372   -0 03 49.8
 DR2935;UTM  15      - 4,832,648.119   412,000.951   MT  0.99969525   -0 45 10.9
 DR2935
 DR2935!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DR2935!SPC MN S     -   0.99995335  x   1.00003372  =   0.99998707
 DR2935!UTM  15      -   0.99995335  x   0.99969525  =   0.99964862
 DR2935
 DR2935_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVJ1200032648(NAD 83)
 DR2935
 DR2935                          SUPERSEDED SURVEY CONTROL
 DR2935
 DR2935.No superseded survey control is available for this station.
 DR2935
 DR2935_MARKER: F = FLANGE-ENCASED ROD
 DR2935_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DR2935_STAMPING: 2207 M 2018
 DR2935_MARK LOGO: MNDT
 DR2935_PROJECTION: RECESSED 8 CENTIMETERS
 DR2935_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DR2935_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DR2935_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DR2935+SATELLITE: SATELLITE OBSERVATIONS - January 25, 2022
 DR2935_ROD/PIPE-DEPTH: 10.7 meters
 DR2935
 DR2935  HISTORY     - Date     Condition        Report By
 DR2935  HISTORY     - 20180401 MONUMENTED       MNDT
 DR2935  HISTORY     - 20220125 GOOD             MNDT
 DR2935
 DR2935                          STATION DESCRIPTION
 DR2935
 DR2935'DESCRIBED BY MN DEPT OF TRANSP 2018
 DR2935'THE MARK IS LOCATED ABOUT IN BLUE EARTH.
 DR2935'
 DR2935'TO REACH THE MARK GO 1.3 MI (2.1 KM) SOUTH ALONG TRUNK HIGHWAY 169
 DR2935'FROM THE JUNCTION OF TRUNK HIGHWAY 169 AND INTERSTATE HIGHWAY 90 IN
 DR2935'BLUE EARTH, AT TRUNK HIGHWAY 169 MILE POINT 9.95.
 DR2935'
 DR2935'THE MARK IS 23.6 FT (7.2 M) WEST OF TRUNK HIGHWAY 169, 95.8 FT (29.2
 DR2935'M) SOUTH OF EAST THIRD STREET, 5.5 FT (1.7 M) EAST OF A SIDEWALK, 10.3
 DR2935'FT (3.1 M) SOUTH OF A WITNESS POST.
 DR2935'
 DR2935'NOTE-THE STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM ROD
 DR2935'DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION REMOVABLE DISK
 DR2935'SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH PVC
 DR2935'PIPE BACK FILLED WITH WASHED SAND.
 DR2935
 DR2935                          STATION RECOVERY (2022)
 DR2935
 DR2935'RECOVERY NOTE BY MN DEPT OF TRANSP 2022 (BXG)
 DR2935'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DR2934 ***********************************************************************
 DR2934  DESIGNATION -  2207 N
 DR2934  PID         -  DR2934
 DR2934  STATE/COUNTY-  MN/FARIBAULT
 DR2934  COUNTRY     -  US
 DR2934  USGS QUAD   -  BLUE EARTH (2019)
 DR2934
 DR2934                         *CURRENT SURVEY CONTROL
 DR2934  ______________________________________________________________________
 DR2934* NAD 83(2011) POSITION- 43 39 12.30573(N) 094 05 41.41388(W)   ADJUSTED
 DR2934* NAD 83(2011) ELLIP HT-   300.963 (meters)        (02/17/22)   ADJUSTED
 DR2934* NAD 83(2011) EPOCH   -  2010.00
 DR2934* NAVD 88 ORTHO HEIGHT -   329.415 (meters)     1080.76  (feet) ADJUSTED
 DR2934  ______________________________________________________________________
 DR2934  GEOID HEIGHT    -        -28.445 (meters)                     GEOID18
 DR2934  NAD 83(2011) X  -   -330,071.500 (meters)                     COMP
 DR2934  NAD 83(2011) Y  - -4,610,560.421 (meters)                     COMP
 DR2934  NAD 83(2011) Z  -  4,380,518.076 (meters)                     COMP
 DR2934  LAPLACE CORR    -         -3.09  (seconds)                    DEFLEC18
 DR2934  DYNAMIC HEIGHT  -        329.348 (meters)     1080.54  (feet) COMP
 DR2934  MODELED GRAVITY -    980,407.2   (mgal)                       NAVD 88
 DR2934
 DR2934  VERT ORDER      -  SECOND    CLASS I
 DR2934
 DR2934  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DR2934  Standards:
 DR2934         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DR2934            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DR2934  -------------------------------------------------------------------
 DR2934  NETWORK    0.88   1.18           0.40   0.31   0.60      0.06466158
 DR2934  -------------------------------------------------------------------
 DR2934  Click here for local accuracies and other accuracy information.
 DR2934
 DR2934.The horizontal coordinates were established by GPS observations
 DR2934.and adjusted by the MN DEPT OF TRANSP in February 2022.
 DR2934
 DR2934.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DR2934.been affixed to the stable North American tectonic plate. See 
 DR2934.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DR2934
 DR2934.The horizontal coordinates are valid at the epoch date displayed above
 DR2934.which is a decimal equivalence of Year/Month/Day.
 DR2934
 DR2934.The orthometric height was determined by differential leveling and
 DR2934.adjusted by the NATIONAL GEODETIC SURVEY
 DR2934.in April 2020.
 DR2934
 DR2934.Significant digits in the geoid height do not necessarily reflect accuracy.
 DR2934.GEOID18 height accuracy estimate available here.
 DR2934
 DR2934.Click photographs - Photos may exist for this station.
 DR2934
 DR2934.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DR2934
 DR2934.The Laplace correction was computed from DEFLEC18 derived deflections.
 DR2934
 DR2934.The ellipsoidal height was determined by GPS observations
 DR2934.and is referenced to NAD 83.
 DR2934
 DR2934.The dynamic height is computed by dividing the NAVD 88
 DR2934.geopotential number by the normal gravity value computed on the
 DR2934.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DR2934.degrees latitude (g = 980.6199 gals.).
 DR2934
 DR2934.The modeled gravity was interpolated from observed gravity values.
 DR2934
 DR2934. The following values were computed from the NAD 83(2011) position.
 DR2934
 DR2934;                    North         East     Units Scale Factor Converg.
 DR2934;SPC MN S     -   172,608.454   792,349.099   MT  1.00003068   -0 03 59.3
 DR2934;SPC MN S     -   566,299.57  2,599,565.34   sFT  1.00003068   -0 03 59.3
 DR2934;UTM  15      - 4,833,962.255   411,712.793   MT  0.99969587   -0 45 20.9
 DR2934
 DR2934!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DR2934!SPC MN S     -   0.99995281  x   1.00003068  =   0.99998349
 DR2934!UTM  15      -   0.99995281  x   0.99969587  =   0.99964869
 DR2934
 DR2934_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVJ1171233962(NAD 83)
 DR2934
 DR2934                          SUPERSEDED SURVEY CONTROL
 DR2934
 DR2934.No superseded survey control is available for this station.
 DR2934
 DR2934_MARKER: F = FLANGE-ENCASED ROD
 DR2934_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DR2934_STAMPING: 2207 N 2018
 DR2934_MARK LOGO: MNDT
 DR2934_PROJECTION: RECESSED 8 CENTIMETERS
 DR2934_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DR2934_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DR2934_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DR2934+SATELLITE: SATELLITE OBSERVATIONS - January 25, 2022
 DR2934_ROD/PIPE-DEPTH: 11.6 meters
 DR2934
 DR2934  HISTORY     - Date     Condition        Report By
 DR2934  HISTORY     - 20180401 MONUMENTED       MNDT
 DR2934  HISTORY     - 20220125 GOOD             MNDT
 DR2934
 DR2934                          STATION DESCRIPTION
 DR2934
 DR2934'DESCRIBED BY MN DEPT OF TRANSP 2018
 DR2934'THE MARK IS LOCATED ABOUT IN BLUE EARTH.
 DR2934'
 DR2934'TO REACH THE MARK GO 0.5 MI (0.8 KM) SOUTH ALONG TRUNK HIGHWAY 169
 DR2934'FROM THE JUNCTION OF TRUNK HIGHWAY 169 AND INTERSTATE HIGHWAY 90 IN
 DR2934'BLUE EARTH, AT TRUNK HIGHWAY 169 MILE POINT 10.8.
 DR2934'
 DR2934'THE MARK IS 42.6 FT (13.0 M) EAST-NORTHEAST OF NORTHBOUND TRUNK
 DR2934'HIGHWAY 169, 25.7 FT (7.8 M) SOUTH-SOUTHEAST OF A LIGHT POLE, 1.5
 DR2934'WEST-SOUTHWEST OF A WITNESS POST.
 DR2934'
 DR2934'NOTE-THE STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM ROD
 DR2934'DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION REMOVABLE DISK
 DR2934'SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH PVC
 DR2934'PIPE BACK FILLED WITH WASHED SAND.
 DR2934
 DR2934                          STATION RECOVERY (2022)
 DR2934
 DR2934'RECOVERY NOTE BY MN DEPT OF TRANSP 2022 (BXG)
 DR2934'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 OP1407 ***********************************************************************
 OP1407  DESIGNATION -  2208 AA
 OP1407  PID         -  OP1407
 OP1407  STATE/COUNTY-  MN/FARIBAULT
 OP1407  COUNTRY     -  US
 OP1407  USGS QUAD   -  WINNEBAGO (2019)
 OP1407
 OP1407                         *CURRENT SURVEY CONTROL
 OP1407  ______________________________________________________________________
 OP1407* NAD 83(1986) POSITION- 43 49 58.62   (N) 094 09 45.56   (W)   HD_HELD1
 OP1407* NAVD 88 ORTHO HEIGHT -   320.441 (meters)     1051.31  (feet) ADJUSTED
 OP1407  ______________________________________________________________________
 OP1407  GEOID HEIGHT    -        -28.255 (meters)                     GEOID18
 OP1407  DYNAMIC HEIGHT  -        320.381 (meters)     1051.12  (feet) COMP
 OP1407  MODELED GRAVITY -    980,422.5   (mgal)                       NAVD 88
 OP1407
 OP1407  VERT ORDER      -  SECOND    CLASS I
 OP1407
 OP1407.The horizontal coordinates were determined by differentially corrected
 OP1407.hand held GPS observations or other comparable positioning techniques
 OP1407.and have an estimated accuracy of +/- 3 meters.
 OP1407
 OP1407.The orthometric height was determined by differential leveling and
 OP1407.adjusted by the NATIONAL GEODETIC SURVEY
 OP1407.in June 1995.
 OP1407
 OP1407.Significant digits in the geoid height do not necessarily reflect accuracy.
 OP1407.GEOID18 height accuracy estimate available here.
 OP1407
 OP1407.Click photographs - Photos may exist for this station.
 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     -   192,564.5     786,917.6     MT  (+/- 3 meters HH1 GPS) 
 OP1407
 OP1407_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVJ0652353976(NAD 83)
 OP1407
 OP1407                          SUPERSEDED SURVEY CONTROL
 OP1407
 OP1407.No superseded survey control is available for this station.
 OP1407
 OP1407_MARKER: DV = VERTICAL CONTROL DISK
 OP1407_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 OP1407_STAMPING: 2208 AA 1985
 OP1407_MARK LOGO: MNDT
 OP1407_PROJECTION: RECESSED 8 CENTIMETERS
 OP1407_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 OP1407_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OP1407_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OP1407+SATELLITE: SATELLITE OBSERVATIONS - June 28, 2018
 OP1407
 OP1407  HISTORY     - Date     Condition        Report By
 OP1407  HISTORY     - 19850901 MONUMENTED       MNDT
 OP1407  HISTORY     - 20160518 GOOD             MNDT
 OP1407  HISTORY     - 20180628 GOOD             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.
 OP1407
 OP1407                          STATION RECOVERY (2016)
 OP1407
 OP1407'RECOVERY NOTE BY MN DEPT OF TRANSP 2016 (MAS)
 OP1407'THE MARK IS LOCATED ABOUT 3.75 MI (6.03 KM) SOUTH OF AMBOY.
 OP1407'
 OP1407'TO REACH THE MARK GO 3.85 MI (6.19 KM) SOUTH ALONG TRUNK HIGHWAY 169
 OP1407'FROM THE SOUTH JUNCTION OF TRUNK HIGHWAY 169 AND TRUNK HIGHWAY 30, AT
 OP1407'TRUNK HIGHWAY 169 MILE POINT 24.65.
 OP1407'
 OP1407'TO REACH THE MARK GO 121.0 FT (36.9 M) EAST OF TRUNK HIGHWAY 169, 32.0
 OP1407'FT (9.8 M) SOUTH OF 240TH STREET, 92.8 FT (28.3 M) SOUTHEAST OF POWER
 OP1407'POLE, 1.1 FT (0.3 M) WEST OF A WITNESS POST.
 OP1407
 OP1407                          STATION RECOVERY (2018)
 OP1407
 OP1407'RECOVERY NOTE BY MN DEPT OF TRANSP 2018 (BDH)
 OP1407'3.75 MI (6.03 KM) SOUTH OF AMBOY, 3.85 MI (6.19 KM) SOUTH ALONG TRUNK
 OP1407'HIGHWAY 169 FROM THE SOUTH JUNCTION OF TRUNK HIGHWAY 169 AND TRUNK
 OP1407'HIGHWAY 30 IN AMBOY, AT TRUNK HIGHWAY 169 MILE POINT 24.65, 121.0 FT
 OP1407'(36.9 M) EAST OF TRUNK HIGHWAY 169, 32.0 FT (9.8 M) SOUTH OF 240TH
 OP1407'STREET, 1.1 FT (0.3 M) WEST OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 OP1408 ***********************************************************************
 OP1408  DESIGNATION -  2208 AB
 OP1408  PID         -  OP1408
 OP1408  STATE/COUNTY-  MN/FARIBAULT
 OP1408  COUNTRY     -  US
 OP1408  USGS QUAD   -  WINNEBAGO (2019)
 OP1408
 OP1408                         *CURRENT SURVEY CONTROL
 OP1408  ______________________________________________________________________
 OP1408* NAD 83(2011) POSITION- 43 50 34.77217(N) 094 09 48.62028(W)   ADJUSTED
 OP1408* NAD 83(2011) ELLIP HT-   290.279 (meters)        (01/17/18)   ADJUSTED
 OP1408* NAD 83(2011) EPOCH   -  2010.00
 OP1408* NAVD 88 ORTHO HEIGHT -   318.512 (meters)     1044.98  (feet) ADJUSTED
 OP1408  ______________________________________________________________________
 OP1408  GEOID HEIGHT    -        -28.248 (meters)                     GEOID18
 OP1408  NAD 83(2011) X  -   -334,538.910 (meters)                     COMP
 OP1408  NAD 83(2011) Y  - -4,595,626.689 (meters)                     COMP
 OP1408  NAD 83(2011) Z  -  4,395,727.040 (meters)                     COMP
 OP1408  LAPLACE CORR    -         -3.33  (seconds)                    DEFLEC18
 OP1408  DYNAMIC HEIGHT  -        318.453 (meters)     1044.79  (feet) COMP
 OP1408  MODELED GRAVITY -    980,423.9   (mgal)                       NAVD 88
 OP1408
 OP1408  VERT ORDER      -  SECOND    CLASS I
 OP1408
 OP1408  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 OP1408  Standards:
 OP1408         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 OP1408            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 OP1408  -------------------------------------------------------------------
 OP1408  NETWORK    0.91   1.96           0.41   0.32   1.00      0.10565168
 OP1408  -------------------------------------------------------------------
 OP1408  Click here for local accuracies and other accuracy information.
 OP1408
 OP1408.The horizontal coordinates were established by GPS observations
 OP1408.and adjusted by the MN DEPT OF TRANSP in January 2018.
 OP1408
 OP1408.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 OP1408.been affixed to the stable North American tectonic plate. See 
 OP1408.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 OP1408
 OP1408.The horizontal coordinates are valid at the epoch date displayed above
 OP1408.which is a decimal equivalence of Year/Month/Day.
 OP1408
 OP1408.The orthometric height was determined by differential leveling and
 OP1408.adjusted by the NATIONAL GEODETIC SURVEY
 OP1408.in May 2019.
 OP1408
 OP1408.Significant digits in the geoid height do not necessarily reflect accuracy.
 OP1408.GEOID18 height accuracy estimate available here.
 OP1408
 OP1408.Click photographs - Photos may exist for this station.
 OP1408
 OP1408.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 OP1408
 OP1408.The Laplace correction was computed from DEFLEC18 derived deflections.
 OP1408
 OP1408.The ellipsoidal height was determined by GPS observations
 OP1408.and is referenced to NAD 83.
 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. The following values were computed from the NAD 83(2011) position.
 OP1408
 OP1408;                    North         East     Units Scale Factor Converg.
 OP1408;SPC MN S     -   193,680.401   786,851.474   MT  0.99998761   -0 06 52.6
 OP1408;SPC MN S     -   635,433.12  2,581,528.54   sFT  0.99998761   -0 06 52.6
 OP1408;UTM  15      - 4,855,092.430   406,471.057   MT  0.99970759   -0 48 21.6
 OP1408
 OP1408!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OP1408!SPC MN S     -   0.99995448  x   0.99998761  =   0.99994209
 OP1408!UTM  15      -   0.99995448  x   0.99970759  =   0.99966209
 OP1408
 OP1408_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVJ0647155092(NAD 83)
 OP1408
 OP1408                          SUPERSEDED SURVEY CONTROL
 OP1408
 OP1408  NAVD 88 (06/15/95)  318.519  (m)         1045.01   (f) SUPERSEDED  2 1
 OP1408
 OP1408.Superseded values are not recommended for survey control.
 OP1408
 OP1408.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OP1408.See file dsdata.pdf to determine how the superseded data were derived.
 OP1408
 OP1408_MARKER: DV = VERTICAL CONTROL DISK
 OP1408_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 OP1408_STAMPING: 2208 AB 1985
 OP1408_MARK LOGO: MNDT
 OP1408_PROJECTION: FLUSH
 OP1408_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 OP1408_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OP1408_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OP1408+SATELLITE: SATELLITE OBSERVATIONS - June 28, 2018
 OP1408
 OP1408  HISTORY     - Date     Condition        Report By
 OP1408  HISTORY     - 19850901 MONUMENTED       MNDT
 OP1408  HISTORY     - 20160518 GOOD             MNDT
 OP1408  HISTORY     - 20170515 GOOD             MNDT
 OP1408  HISTORY     - 20180628 GOOD             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.
 OP1408
 OP1408                          STATION RECOVERY (2016)
 OP1408
 OP1408'RECOVERY NOTE BY MN DEPT OF TRANSP 2016 (MAS)
 OP1408'THE MARK IS LOCATED ABOUT 3.25 MI (5.23 KM) SOUTH OF AMBOY.
 OP1408'
 OP1408'TO REACH THE MARK GO 3.15 MI (5.07 KM) SOUTH ALONG TRUNK HIGHWAY 169
 OP1408'FROM THE SOUTH JUNCTION OF TRUNK HIGHWAY 169 AND TRUNK HIGHWAY 30 IN
 OP1408'AMBOY, AT TRUNK HIGHWAY 169 MILE POINT 59.85.
 OP1408'
 OP1408'THE MARK IS LOCATED 80.0 FT (24.4 M) WEST OF TRUNK HIGHWAY 169, 18.5
 OP1408'FT (5.6 M) NORTH OF 247TH STREET, 1.0 FT (0.3 M) EAST OF A WITNESS
 OP1408'POST.
 OP1408
 OP1408                          STATION RECOVERY (2017)
 OP1408
 OP1408'RECOVERY NOTE BY MN DEPT OF TRANSP 2017 (CDS)
 OP1408'3.25 MILES SOUTH OF AMBOY, 3.15 MILES SOUTH ALONG TRUNK HIGHWAY 169
 OP1408'FROM THE SOUTH JUNCTION OF TRUNK HIGHWAY 169 AND TRUNK HIGHWAY 30 IN
 OP1408'AMBOY, AT TRUNK HIGHWAY 169 MILEPOINT 59.85, 80.0 FEET WEST OF TRUNK
 OP1408'HIGHWAY 169, 18.5 FEET NORTH OF 247TH STREET, 1.0 FOOT EAST OF A
 OP1408'WITNESS POST.
 OP1408
 OP1408                          STATION RECOVERY (2018)
 OP1408
 OP1408'RECOVERY NOTE BY MN DEPT OF TRANSP 2018 (BDH)
 OP1408'3.25 MI (5.23 KM) SOUTH OF AMBOY, 3.15 MI (5.07 KM) SOUTH ALONG TRUNK
 OP1408'HIGHWAY 169 FROM THE SOUTH JUNCTION OF TRUNK HIGHWAY 169 AND TRUNK
 OP1408'HIGHWAY 30 IN AMBOY, AT TRUNK HIGHWAY 169 MILE POINT 25.25, 80.0 FT
 OP1408'(24.4 M) WEST OF TRUNK HIGHWAY 169, 18.5 FT (5.6 M) NORTH OF 247TH
 OP1408'STREET, 1.0 FT (0.3 M) EAST OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DQ5480 ***********************************************************************
 DQ5480  DESIGNATION -  2208 AC
 DQ5480  PID         -  DQ5480
 DQ5480  STATE/COUNTY-  MN/FARIBAULT
 DQ5480  COUNTRY     -  US
 DQ5480  USGS QUAD   -  WINNEBAGO (2019)
 DQ5480
 DQ5480                         *CURRENT SURVEY CONTROL
 DQ5480  ______________________________________________________________________
 DQ5480* NAD 83(2011) POSITION- 43 47 09.10354(N) 094 10 04.40418(W)   ADJUSTED
 DQ5480* NAD 83(2011) ELLIP HT-   300.257 (meters)        (01/17/18)   ADJUSTED
 DQ5480* NAD 83(2011) EPOCH   -  2010.00
 DQ5480* NAVD 88 ORTHO HEIGHT -   328.542 (meters)     1077.89  (feet) ADJUSTED
 DQ5480  ______________________________________________________________________
 DQ5480  GEOID HEIGHT    -        -28.272 (meters)                     GEOID18
 DQ5480  NAD 83(2011) X  -   -335,210.515 (meters)                     COMP
 DQ5480  NAD 83(2011) Y  - -4,599,991.477 (meters)                     COMP
 DQ5480  NAD 83(2011) Z  -  4,391,153.357 (meters)                     COMP
 DQ5480  LAPLACE CORR    -         -3.35  (seconds)                    DEFLEC18
 DQ5480  DYNAMIC HEIGHT  -        328.479 (meters)     1077.68  (feet) COMP
 DQ5480  MODELED GRAVITY -    980,416.6   (mgal)                       NAVD 88
 DQ5480
 DQ5480  VERT ORDER      -  SECOND    CLASS I
 DQ5480
 DQ5480  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DQ5480  Standards:
 DQ5480         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DQ5480            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DQ5480  -------------------------------------------------------------------
 DQ5480  NETWORK    0.99   2.04           0.46   0.33   1.04      0.10205835
 DQ5480  -------------------------------------------------------------------
 DQ5480  Click here for local accuracies and other accuracy information.
 DQ5480
 DQ5480.The horizontal coordinates were established by GPS observations
 DQ5480.and adjusted by the MN DEPT OF TRANSP in January 2018.
 DQ5480
 DQ5480.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DQ5480.been affixed to the stable North American tectonic plate. See 
 DQ5480.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DQ5480
 DQ5480.The horizontal coordinates are valid at the epoch date displayed above
 DQ5480.which is a decimal equivalence of Year/Month/Day.
 DQ5480
 DQ5480.The orthometric height was determined by differential leveling and
 DQ5480.adjusted by the NATIONAL GEODETIC SURVEY
 DQ5480.in May 2019.
 DQ5480
 DQ5480.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ5480.GEOID18 height accuracy estimate available here.
 DQ5480
 DQ5480.Click photographs - Photos may exist for this station.
 DQ5480
 DQ5480.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DQ5480
 DQ5480.The Laplace correction was computed from DEFLEC18 derived deflections.
 DQ5480
 DQ5480.The ellipsoidal height was determined by GPS observations
 DQ5480.and is referenced to NAD 83.
 DQ5480
 DQ5480.The dynamic height is computed by dividing the NAVD 88
 DQ5480.geopotential number by the normal gravity value computed on the
 DQ5480.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ5480.degrees latitude (g = 980.6199 gals.).
 DQ5480
 DQ5480.The modeled gravity was interpolated from observed gravity values.
 DQ5480
 DQ5480. The following values were computed from the NAD 83(2011) position.
 DQ5480
 DQ5480;                    North         East     Units Scale Factor Converg.
 DQ5480;SPC MN S     -   187,333.516   786,485.858   MT  0.99999945   -0 07 03.6
 DQ5480;SPC MN S     -   614,610.04  2,580,329.02   sFT  0.99999945   -0 07 03.6
 DQ5480;UTM  15      - 4,848,752.225   406,029.056   MT  0.99970861   -0 48 29.5
 DQ5480
 DQ5480!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DQ5480!SPC MN S     -   0.99995292  x   0.99999945  =   0.99995237
 DQ5480!UTM  15      -   0.99995292  x   0.99970861  =   0.99966154
 DQ5480
 DQ5480_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVJ0602948752(NAD 83)
 DQ5480
 DQ5480                          SUPERSEDED SURVEY CONTROL
 DQ5480
 DQ5480.No superseded survey control is available for this station.
 DQ5480
 DQ5480_MARKER: F = FLANGE-ENCASED ROD
 DQ5480_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DQ5480_STAMPING: 2208 AC 2016
 DQ5480_MARK LOGO: MNDT
 DQ5480_PROJECTION: RECESSED 5 CENTIMETERS
 DQ5480_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DQ5480_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ5480_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ5480+SATELLITE: SATELLITE OBSERVATIONS - June 27, 2018
 DQ5480_ROD/PIPE-DEPTH: 6.7 meters
 DQ5480
 DQ5480  HISTORY     - Date     Condition        Report By
 DQ5480  HISTORY     - 20160606 MONUMENTED       MNDT
 DQ5480  HISTORY     - 20170515 GOOD             MNDT
 DQ5480  HISTORY     - 20180627 GOOD             MNDT
 DQ5480
 DQ5480                          STATION DESCRIPTION
 DQ5480
 DQ5480'DESCRIBED BY MN DEPT OF TRANSP 2016
 DQ5480'THE MARK IS LOCATED ABOUT 1.5 MI (2.4 KM) NORTH OF WINNEBAGO.
 DQ5480'
 DQ5480'TO REACH THE MARK GO 1.8 MI (2.9 KM) NORTH ALONG TRUNK HIGHWAY 169
 DQ5480'FROM THE JUNCTION OF TRUNK HIGHWAY 169 AND TRUNK HIGHWAY 109 IN
 DQ5480'WINNEBAGO, AT TRUNK HIGHWAY 169 MILE POINT 21.3.
 DQ5480'
 DQ5480'THE MARK IS LOCATED 68.5 FT (20.9 M) WEST OF TRUNK HIGHWAY 169, 125.5
 DQ5480'FT (38.3 M) SOUTH OF DRIVEWAY NUMBER 20773, 1.5 FT (0.5 M) EAST OF A
 DQ5480'WITNESS POST.
 DQ5480'
 DQ5480'NOTE-THE STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM ROD
 DQ5480'DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION REMOVABLE DISK
 DQ5480'SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH PVC
 DQ5480'PIPE BACK FILLED WITH WASHED SAND.
 DQ5480
 DQ5480                          STATION RECOVERY (2017)
 DQ5480
 DQ5480'RECOVERY NOTE BY MN DEPT OF TRANSP 2017 (CDS)
 DQ5480'1.5 MILE NORTH OF WINNEBAGO, 1.8 MILE NORTH ALONG TRUNK HIGHWAY 169
 DQ5480'FROM THE JUNCTION OF TRUNK HIGHWAY 169 AND TRUNK HIGHWAY 109 IN
 DQ5480'WINNEBAGO, AT TRUNK HIGHWAY 169 MILEPOINT 21.3, 68.5 FEET WEST OF
 DQ5480'TRUNK HIGHWAY 169, 125.5 FEET SOUTH OF DRIVEWAY NUMBER 20773, 1.5 FEET
 DQ5480'EAST OF A WITNESS POST.
 DQ5480
 DQ5480                          STATION RECOVERY (2018)
 DQ5480
 DQ5480'RECOVERY NOTE BY MN DEPT OF TRANSP 2018 (BDH)
 DQ5480'1.5 MI (2.4 KM) NORTH OF WINNEBAGO, 1.8 MI (2.9 KM) NORTH ALONG TRUNK
 DQ5480'HIGHWAY 169 FROM THE JUNCTION OF TRUNK HIGHWAY 169 AND TRUNK HIGHWAY
 DQ5480'109 IN WINNEBAGO, AT TRUNK HIGHWAY 169 MILE POINT 21.3, 68.5 FT (20.9
 DQ5480'M) WEST OF TRUNK HIGHWAY 169, 125.5 FT (38.3 M) SOUTH OF A DRIVEWAY
 DQ5480'NUMBER 20773, 1.5 FT (0.5 M) EAST OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DQ5477 ***********************************************************************
 DQ5477  DESIGNATION -  2208 AD
 DQ5477  PID         -  DQ5477
 DQ5477  STATE/COUNTY-  MN/FARIBAULT
 DQ5477  COUNTRY     -  US
 DQ5477  USGS QUAD   -  WINNEBAGO (2019)
 DQ5477
 DQ5477                         *CURRENT SURVEY CONTROL
 DQ5477  ______________________________________________________________________
 DQ5477* NAD 83(1986) POSITION- 43 48 15.35   (N) 094 10 05.82   (W)   HD_HELD1
 DQ5477* NAVD 88 ORTHO HEIGHT -   324.667 (meters)     1065.18  (feet) ADJUSTED
 DQ5477  ______________________________________________________________________
 DQ5477  GEOID HEIGHT    -        -28.261 (meters)                     GEOID18
 DQ5477  DYNAMIC HEIGHT  -        324.605 (meters)     1064.97  (feet) COMP
 DQ5477  MODELED GRAVITY -    980,418.9   (mgal)                       NAVD 88
 DQ5477
 DQ5477  VERT ORDER      -  SECOND    CLASS I
 DQ5477
 DQ5477.The horizontal coordinates were determined by differentially corrected
 DQ5477.hand held GPS observations or other comparable positioning techniques
 DQ5477.and have an estimated accuracy of +/- 3 meters.
 DQ5477
 DQ5477.The orthometric height was determined by differential leveling and
 DQ5477.adjusted by the NATIONAL GEODETIC SURVEY
 DQ5477.in May 2019.
 DQ5477
 DQ5477.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ5477.GEOID18 height accuracy estimate available here.
 DQ5477
 DQ5477.Click photographs - Photos may exist for this station.
 DQ5477
 DQ5477.The dynamic height is computed by dividing the NAVD 88
 DQ5477.geopotential number by the normal gravity value computed on the
 DQ5477.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ5477.degrees latitude (g = 980.6199 gals.).
 DQ5477
 DQ5477.The modeled gravity was interpolated from observed gravity values.
 DQ5477
 DQ5477;                    North         East    Units  Estimated Accuracy
 DQ5477;SPC MN S     -   189,378.2     786,458.4     MT  (+/- 3 meters HH1 GPS) 
 DQ5477
 DQ5477_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVJ0602650796(NAD 83)
 DQ5477
 DQ5477                          SUPERSEDED SURVEY CONTROL
 DQ5477
 DQ5477.No superseded survey control is available for this station.
 DQ5477
 DQ5477_MARKER: F = FLANGE-ENCASED ROD
 DQ5477_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DQ5477_STAMPING: 2208 AD 2016
 DQ5477_MARK LOGO: MNDT
 DQ5477_PROJECTION: RECESSED 5 CENTIMETERS
 DQ5477_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DQ5477_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ5477_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ5477+SATELLITE: SATELLITE OBSERVATIONS - June 27, 2018
 DQ5477_ROD/PIPE-DEPTH: 7.9 meters
 DQ5477
 DQ5477  HISTORY     - Date     Condition        Report By
 DQ5477  HISTORY     - 20160601 MONUMENTED       MNDT
 DQ5477  HISTORY     - 20180627 GOOD             MNDT
 DQ5477
 DQ5477                          STATION DESCRIPTION
 DQ5477
 DQ5477'DESCRIBED BY MN DEPT OF TRANSP 2016
 DQ5477'THE MARK IS LOCATED ABOUT 2.55 MI (4.10 KM) NORTH OF WINNEBAGO.
 DQ5477'
 DQ5477'TO REACH THE MARK GO 3.1 MI (5.0 KM) NORTH ALONG TRUNK HIGHWAY 169
 DQ5477'FROM THE JUNCTION OF TRUNK HIGHWAY 169 AND TRUNK HIGHWAY 109 IN
 DQ5477'WINNEBAGO, AT TRUNK HIGHWAY 169 MILE POINT 22.55.
 DQ5477'
 DQ5477'THE MARK IS LOCATED 84.0 FT (25.6 M) WEST OF TRUNK HIGHWAY 169, 57.5
 DQ5477'FT (17.5 M) NORTH OF 220TH STREET, 9.3 FT (2.8 M) SOUTH OF CABLE BOX,
 DQ5477'1.5 FT (0.5 M) NORTH OF A WITNESS POST.
 DQ5477'
 DQ5477'NOTE-THE STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM ROD
 DQ5477'DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION REMOVABLE DISK
 DQ5477'SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH PVC
 DQ5477'PIPE BACK FILLED WITH WASHED SAND.
 DQ5477
 DQ5477                          STATION RECOVERY (2018)
 DQ5477
 DQ5477'RECOVERY NOTE BY MN DEPT OF TRANSP 2018 (BDH)
 DQ5477'2.55 MI (4.10 KM) NORTH OF WINNEBAGO, 3.1 MI (5.0 KM) NORTH ALONG
 DQ5477'TRUNK HIGHWAY 169 FROM THE JUNCTION OF TRUNK HIGHWAY 169 AND TRUNK
 DQ5477'HIGHWAY 109 IN WINNEBAGO, AT TRUNK HIGHWAY 169 MILE POINT 22.55, 84.0
 DQ5477'FT (25.6 M) WEST OF TRUNK HIGHWAY 169, 57.5 FT (17.5 M) NORTH OF 220TH
 DQ5477'STREET, 9.3 FT (2.8 M) SOUTH OF A CABLE BOX, 1.5 FT (0.5 M) NORTH OF A
 DQ5477'WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DQ5474 ***********************************************************************
 DQ5474  DESIGNATION -  2208 AE
 DQ5474  PID         -  DQ5474
 DQ5474  STATE/COUNTY-  MN/FARIBAULT
 DQ5474  COUNTRY     -  US
 DQ5474  USGS QUAD   -  WINNEBAGO (2019)
 DQ5474
 DQ5474                         *CURRENT SURVEY CONTROL
 DQ5474  ______________________________________________________________________
 DQ5474* NAD 83(2011) POSITION- 43 49 29.95712(N) 094 09 51.23841(W)   ADJUSTED
 DQ5474* NAD 83(2011) ELLIP HT-   292.440 (meters)        (01/17/18)   ADJUSTED
 DQ5474* NAD 83(2011) EPOCH   -  2010.00
 DQ5474* NAVD 88 ORTHO HEIGHT -   320.668 (meters)     1052.06  (feet) ADJUSTED
 DQ5474  ______________________________________________________________________
 DQ5474  GEOID HEIGHT    -        -28.256 (meters)                     GEOID18
 DQ5474  NAD 83(2011) X  -   -334,697.965 (meters)                     COMP
 DQ5474  NAD 83(2011) Y  - -4,597,005.840 (meters)                     COMP
 DQ5474  NAD 83(2011) Z  -  4,394,285.464 (meters)                     COMP
 DQ5474  LAPLACE CORR    -         -3.43  (seconds)                    DEFLEC18
 DQ5474  DYNAMIC HEIGHT  -        320.608 (meters)     1051.86  (feet) COMP
 DQ5474  MODELED GRAVITY -    980,421.4   (mgal)                       NAVD 88
 DQ5474
 DQ5474  VERT ORDER      -  SECOND    CLASS I
 DQ5474
 DQ5474  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DQ5474  Standards:
 DQ5474         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DQ5474            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DQ5474  -------------------------------------------------------------------
 DQ5474  NETWORK    1.02   2.04           0.46   0.36   1.04      0.00364767
 DQ5474  -------------------------------------------------------------------
 DQ5474  Click here for local accuracies and other accuracy information.
 DQ5474
 DQ5474.The horizontal coordinates were established by GPS observations
 DQ5474.and adjusted by the MN DEPT OF TRANSP in January 2018.
 DQ5474
 DQ5474.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DQ5474.been affixed to the stable North American tectonic plate. See 
 DQ5474.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DQ5474
 DQ5474.The horizontal coordinates are valid at the epoch date displayed above
 DQ5474.which is a decimal equivalence of Year/Month/Day.
 DQ5474
 DQ5474.The orthometric height was determined by differential leveling and
 DQ5474.adjusted by the NATIONAL GEODETIC SURVEY
 DQ5474.in May 2019.
 DQ5474
 DQ5474.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ5474.GEOID18 height accuracy estimate available here.
 DQ5474
 DQ5474.Click photographs - Photos may exist for this station.
 DQ5474
 DQ5474.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DQ5474
 DQ5474.The Laplace correction was computed from DEFLEC18 derived deflections.
 DQ5474
 DQ5474.The ellipsoidal height was determined by GPS observations
 DQ5474.and is referenced to NAD 83.
 DQ5474
 DQ5474.The dynamic height is computed by dividing the NAVD 88
 DQ5474.geopotential number by the normal gravity value computed on the
 DQ5474.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ5474.degrees latitude (g = 980.6199 gals.).
 DQ5474
 DQ5474.The modeled gravity was interpolated from observed gravity values.
 DQ5474
 DQ5474. The following values were computed from the NAD 83(2011) position.
 DQ5474
 DQ5474;                    North         East     Units Scale Factor Converg.
 DQ5474;SPC MN S     -   191,680.117   786,788.971   MT  0.99999123   -0 06 54.4
 DQ5474;SPC MN S     -   628,870.52  2,581,323.48   sFT  0.99999123   -0 06 54.4
 DQ5474;UTM  15      - 4,853,093.609   406,384.452   MT  0.99970779   -0 48 22.5
 DQ5474
 DQ5474!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DQ5474!SPC MN S     -   0.99995415  x   0.99999123  =   0.99994538
 DQ5474!UTM  15      -   0.99995415  x   0.99970779  =   0.99966195
 DQ5474
 DQ5474_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVJ0638453093(NAD 83)
 DQ5474
 DQ5474                          SUPERSEDED SURVEY CONTROL
 DQ5474
 DQ5474.No superseded survey control is available for this station.
 DQ5474
 DQ5474_MARKER: F = FLANGE-ENCASED ROD
 DQ5474_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DQ5474_STAMPING: 2208 AE 2016
 DQ5474_MARK LOGO: MNDT
 DQ5474_PROJECTION: RECESSED 5 CENTIMETERS
 DQ5474_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DQ5474_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ5474_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ5474+SATELLITE: SATELLITE OBSERVATIONS - June 28, 2018
 DQ5474_ROD/PIPE-DEPTH: 8.2 meters
 DQ5474
 DQ5474  HISTORY     - Date     Condition        Report By
 DQ5474  HISTORY     - 20160601 MONUMENTED       MNDT
 DQ5474  HISTORY     - 20170518 GOOD             MNDT
 DQ5474  HISTORY     - 20180628 GOOD             MNDT
 DQ5474
 DQ5474                          STATION DESCRIPTION
 DQ5474
 DQ5474'DESCRIBED BY MN DEPT OF TRANSP 2016
 DQ5474'THE MARK IS LOCATED ABOUT 4.4 MI (7.1 KM) NORTH OF WINNEBAGO.
 DQ5474'
 DQ5474'TO REACH THE MARK GO 4.5 MI (7.2 KM) NORTH ALONG TRUNK HIGHWAY 169
 DQ5474'FROM THE JUNCTION OF TRUNK HIGHWAY 169 AND TRUNK HIGHWAY 109 IN
 DQ5474'WINNEBAGO, AT TRUNK HIGHWAY 169 MILE POINT 24.0.
 DQ5474'
 DQ5474'THE MARK IS LOCATED 72.4 FT (22.1 M) WEST OF TRUNK HIGHWAY 169, 7.5 FT
 DQ5474'(2.3 M) EAST OF A FENCE, 7.3 FT (2.2 M) EAST OF A WITNESS POST.
 DQ5474'
 DQ5474'NOTE-THE STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM ROD
 DQ5474'DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION REMOVABLE DISK
 DQ5474'SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH PVC
 DQ5474'PIPE BACK FILLED WITH WASHED SAND.
 DQ5474
 DQ5474                          STATION RECOVERY (2017)
 DQ5474
 DQ5474'RECOVERY NOTE BY MN DEPT OF TRANSP 2017 (ASL)
 DQ5474'4.4 MILE NORTH OF WINNEBAGO, 4.5 MILE NORTH ALONG TRUNK HIGHWAY 169
 DQ5474'FROM THE JUNCTION OF TRUNK HIGHWAY 169 AND TRUNK HIGHWAY 109 IN
 DQ5474'WINNEBAGO, AT TRUNK HIGHWAY 169 MILEPOINT 24.0, 72.4 FEET WEST OF
 DQ5474'TRUNK HIGHWAY 169, 7.5 FEET EAST OF A FENCE, 7.3 FEET EAST OF A
 DQ5474'WITNESS POST.
 DQ5474
 DQ5474                          STATION RECOVERY (2018)
 DQ5474
 DQ5474'RECOVERY NOTE BY MN DEPT OF TRANSP 2018 (BDH)
 DQ5474'4.4 MI (7.1 KM) NORTH OF WINNEBAGO, 4.5 MI (7.2 KM) NORTH ALONG TRUNK
 DQ5474'HIGHWAY 169 FROM THE JUNCTION OF TRUNK HIGHWAY 169 AND TRUNK HIGHWAY
 DQ5474'109 IN WINNEBAGO, AT TRUNK HIGHWAY 169 MILE POINT 24.0, 72.4 FT (22.1
 DQ5474'M) WEST OF TRUNK HIGHWAY 169, 7.5 FT (2.3 M) EAST OF A FENCE, 7.3 FT
 DQ5474'(2.2 M) EAST OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DQ5493 ***********************************************************************
 DQ5493  DESIGNATION -  2208 AF
 DQ5493  PID         -  DQ5493
 DQ5493  STATE/COUNTY-  MN/FARIBAULT
 DQ5493  COUNTRY     -  US
 DQ5493  USGS QUAD   -  BLUE EARTH (2019)
 DQ5493
 DQ5493                         *CURRENT SURVEY CONTROL
 DQ5493  ______________________________________________________________________
 DQ5493* NAD 83(2011) POSITION- 43 40 39.41108(N) 094 06 30.71404(W)   ADJUSTED
 DQ5493* NAD 83(2011) ELLIP HT-   295.456 (meters)        (01/17/18)   ADJUSTED
 DQ5493* NAD 83(2011) EPOCH   -  2010.00
 DQ5493* NAVD 88 ORTHO HEIGHT -   323.890 (meters)     1062.63  (feet) ADJUSTED
 DQ5493  ______________________________________________________________________
 DQ5493  GEOID HEIGHT    -        -28.439 (meters)                     GEOID18
 DQ5493  NAD 83(2011) X  -   -331,040.202 (meters)                     COMP
 DQ5493  NAD 83(2011) Y  - -4,608,625.974 (meters)                     COMP
 DQ5493  NAD 83(2011) Z  -  4,382,459.039 (meters)                     COMP
 DQ5493  LAPLACE CORR    -         -3.40  (seconds)                    DEFLEC18
 DQ5493  DYNAMIC HEIGHT  -        323.823 (meters)     1062.41  (feet) COMP
 DQ5493  MODELED GRAVITY -    980,404.2   (mgal)                       NAVD 88
 DQ5493
 DQ5493  VERT ORDER      -  SECOND    CLASS I
 DQ5493
 DQ5493  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DQ5493  Standards:
 DQ5493         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DQ5493            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DQ5493  -------------------------------------------------------------------
 DQ5493  NETWORK    1.06   2.18           0.48   0.37   1.11      0.03924446
 DQ5493  -------------------------------------------------------------------
 DQ5493  Click here for local accuracies and other accuracy information.
 DQ5493
 DQ5493.The horizontal coordinates were established by GPS observations
 DQ5493.and adjusted by the MN DEPT OF TRANSP in January 2018.
 DQ5493
 DQ5493.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DQ5493.been affixed to the stable North American tectonic plate. See 
 DQ5493.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DQ5493
 DQ5493.The horizontal coordinates are valid at the epoch date displayed above
 DQ5493.which is a decimal equivalence of Year/Month/Day.
 DQ5493
 DQ5493.The orthometric height was determined by differential leveling and
 DQ5493.adjusted by the NATIONAL GEODETIC SURVEY
 DQ5493.in May 2019.
 DQ5493
 DQ5493.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ5493.GEOID18 height accuracy estimate available here.
 DQ5493
 DQ5493.Click photographs - Photos may exist for this station.
 DQ5493
 DQ5493.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DQ5493
 DQ5493.The Laplace correction was computed from DEFLEC18 derived deflections.
 DQ5493
 DQ5493.The ellipsoidal height was determined by GPS observations
 DQ5493.and is referenced to NAD 83.
 DQ5493
 DQ5493.The dynamic height is computed by dividing the NAVD 88
 DQ5493.geopotential number by the normal gravity value computed on the
 DQ5493.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ5493.degrees latitude (g = 980.6199 gals.).
 DQ5493
 DQ5493.The modeled gravity was interpolated from observed gravity values.
 DQ5493
 DQ5493. The following values were computed from the NAD 83(2011) position.
 DQ5493
 DQ5493;                    North         East     Units Scale Factor Converg.
 DQ5493;SPC MN S     -   175,298.206   791,247.879   MT  1.00002458   -0 04 33.9
 DQ5493;SPC MN S     -   575,124.20  2,595,952.42   sFT  1.00002458   -0 04 33.9
 DQ5493;UTM  15      - 4,836,664.169   410,644.371   MT  0.99969821   -0 45 56.2
 DQ5493
 DQ5493!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DQ5493!SPC MN S     -   0.99995367  x   1.00002458  =   0.99997825
 DQ5493!UTM  15      -   0.99995367  x   0.99969821  =   0.99965190
 DQ5493
 DQ5493_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVJ1064436664(NAD 83)
 DQ5493
 DQ5493                          SUPERSEDED SURVEY CONTROL
 DQ5493
 DQ5493.No superseded survey control is available for this station.
 DQ5493
 DQ5493_MARKER: F = FLANGE-ENCASED ROD
 DQ5493_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DQ5493_STAMPING: 2208 AF 2016
 DQ5493_MARK LOGO: MNDT
 DQ5493_PROJECTION: RECESSED 5 CENTIMETERS
 DQ5493_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DQ5493_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ5493_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ5493+SATELLITE: SATELLITE OBSERVATIONS - June 27, 2018
 DQ5493_ROD/PIPE-DEPTH: 10.1 meters
 DQ5493
 DQ5493  HISTORY     - Date     Condition        Report By
 DQ5493  HISTORY     - 20160620 MONUMENTED       MNDT
 DQ5493  HISTORY     - 20170510 GOOD             MNDT
 DQ5493  HISTORY     - 20180627 GOOD             MNDT
 DQ5493
 DQ5493                          STATION DESCRIPTION
 DQ5493
 DQ5493'DESCRIBED BY MN DEPT OF TRANSP 2016
 DQ5493'THE MARK IS LOCATED ABOUT 2.8 MI (4.5 KM) NORTH OF BLUE EARTH.
 DQ5493'
 DQ5493'TO REACH THE MARK GO 1.35 MI (2.17 KM) NORTH ALONG TRUNK HIGHWAY 169
 DQ5493'FROM THE JUNCTION OF TRUNK HIGHWAY 169 AND INTERSTATE HIGHWAY 90 IN
 DQ5493'BLUE EARTH, AT TRUNK HIGHWAY 169 MILE POINT 12.8.
 DQ5493'
 DQ5493'THE MARK IS LOCATED 97.0 FT (29.6 M) SOUTHWEST OF TRUNK HIGHWAY 169,
 DQ5493'73.1 FT (22.3 M) NORTHWEST OF COUNTY ROAD 6 (380TH AVENUE), 1.5 FT
 DQ5493'(0.5 M) NORTHEAST OF A WITNESS POST.
 DQ5493'
 DQ5493'NOTE-THE STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM ROD
 DQ5493'DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION REMOVABLE DISK
 DQ5493'SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH PVC
 DQ5493'PIPE BACK FILLED WITH WASHED SAND.
 DQ5493
 DQ5493                          STATION RECOVERY (2017)
 DQ5493
 DQ5493'RECOVERY NOTE BY MN DEPT OF TRANSP 2017 (ASL)
 DQ5493'2.8 MILES NORTH OF BLUE EARTH, 1.35 MILES NORTH ALONG TRUNK HIGHWAY
 DQ5493'169 FROM THE JUNCTION OF TRUNK HIGHWAY 169 AND INTERSTATE HIGHWAY 90
 DQ5493'IN BLUE EARTH, AT TRUNK HIGHWAY 169 MILEPOINT 12.8, 97.0 FEET
 DQ5493'SOUTHWEST OF TRUNK HIGHWAY 169, 73.1 FEET NORTHWEST OF COUNTY ROAD 6
 DQ5493'(380TH AVENUE), 1.5 FEET NORTHEAST OF A WITNESS POST.
 DQ5493
 DQ5493                          STATION RECOVERY (2018)
 DQ5493
 DQ5493'RECOVERY NOTE BY MN DEPT OF TRANSP 2018 (TJD)
 DQ5493'2.8 MI (4.5 KM) NORTH OF BLUE EARTH, 1.35 MI (2.17 KM) NORTH ALONG
 DQ5493'TRUNK HIGHWAY 169 FROM THE JUNCTION OF TRUNK HIGHWAY 169 AND
 DQ5493'INTERSTATE HIGHWAY 90 IN BLUE EARTH, AT TRUNK HIGHWAY 169 MILE POINT
 DQ5493'12.8, 97.0 FT (29.6 M) SOUTHWEST OF TRUNK HIGHWAY 169, 73.1 FT (22.3
 DQ5493'M) NORTHWEST OF COUNTY ROAD 6 (380TH AVENUE), 1.5 FT (0.5 M) NORTHEAST
 DQ5493'OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DQ5488 ***********************************************************************
 DQ5488  DESIGNATION -  2208 AG
 DQ5488  PID         -  DQ5488
 DQ5488  STATE/COUNTY-  MN/FARIBAULT
 DQ5488  COUNTRY     -  US
 DQ5488  USGS QUAD   -  BLUE EARTH (2019)
 DQ5488
 DQ5488                         *CURRENT SURVEY CONTROL
 DQ5488  ______________________________________________________________________
 DQ5488* NAD 83(2011) POSITION- 43 41 47.95925(N) 094 07 24.51552(W)   ADJUSTED
 DQ5488* NAD 83(2011) ELLIP HT-   300.620 (meters)        (01/17/18)   ADJUSTED
 DQ5488* NAD 83(2011) EPOCH   -  2010.00
 DQ5488* NAVD 88 ORTHO HEIGHT -   329.038 (meters)     1079.52  (feet) ADJUSTED
 DQ5488  ______________________________________________________________________
 DQ5488  GEOID HEIGHT    -        -28.419 (meters)                     GEOID18
 DQ5488  NAD 83(2011) X  -   -332,137.480 (meters)                     COMP
 DQ5488  NAD 83(2011) Y  - -4,607,085.628 (meters)                     COMP
 DQ5488  NAD 83(2011) Z  -  4,383,992.507 (meters)                     COMP
 DQ5488  LAPLACE CORR    -         -3.73  (seconds)                    DEFLEC18
 DQ5488  DYNAMIC HEIGHT  -        328.970 (meters)     1079.30  (feet) COMP
 DQ5488  MODELED GRAVITY -    980,404.6   (mgal)                       NAVD 88
 DQ5488
 DQ5488  VERT ORDER      -  SECOND    CLASS I
 DQ5488
 DQ5488  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DQ5488  Standards:
 DQ5488         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DQ5488            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DQ5488  -------------------------------------------------------------------
 DQ5488  NETWORK    1.08   2.27           0.49   0.38   1.16      0.05005989
 DQ5488  -------------------------------------------------------------------
 DQ5488  Click here for local accuracies and other accuracy information.
 DQ5488
 DQ5488.The horizontal coordinates were established by GPS observations
 DQ5488.and adjusted by the MN DEPT OF TRANSP in January 2018.
 DQ5488
 DQ5488.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DQ5488.been affixed to the stable North American tectonic plate. See 
 DQ5488.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DQ5488
 DQ5488.The horizontal coordinates are valid at the epoch date displayed above
 DQ5488.which is a decimal equivalence of Year/Month/Day.
 DQ5488
 DQ5488.The orthometric height was determined by differential leveling and
 DQ5488.adjusted by the NATIONAL GEODETIC SURVEY
 DQ5488.in May 2019.
 DQ5488
 DQ5488.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ5488.GEOID18 height accuracy estimate available here.
 DQ5488
 DQ5488.Click photographs - Photos may exist for this station.
 DQ5488
 DQ5488.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DQ5488
 DQ5488.The Laplace correction was computed from DEFLEC18 derived deflections.
 DQ5488
 DQ5488.The ellipsoidal height was determined by GPS observations
 DQ5488.and is referenced to NAD 83.
 DQ5488
 DQ5488.The dynamic height is computed by dividing the NAVD 88
 DQ5488.geopotential number by the normal gravity value computed on the
 DQ5488.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ5488.degrees latitude (g = 980.6199 gals.).
 DQ5488
 DQ5488.The modeled gravity was interpolated from observed gravity values.
 DQ5488
 DQ5488. The following values were computed from the NAD 83(2011) position.
 DQ5488
 DQ5488;                    North         East     Units Scale Factor Converg.
 DQ5488;SPC MN S     -   177,415.550   790,045.905   MT  1.00001991   -0 05 11.6
 DQ5488;SPC MN S     -   582,070.85  2,592,008.94   sFT  1.00001991   -0 05 11.6
 DQ5488;UTM  15      - 4,838,795.139   409,468.346   MT  0.99970081   -0 46 34.3
 DQ5488
 DQ5488!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DQ5488!SPC MN S     -   0.99995286  x   1.00001991  =   0.99997277
 DQ5488!UTM  15      -   0.99995286  x   0.99970081  =   0.99965369
 DQ5488
 DQ5488_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVJ0946838795(NAD 83)
 DQ5488
 DQ5488                          SUPERSEDED SURVEY CONTROL
 DQ5488
 DQ5488.No superseded survey control is available for this station.
 DQ5488
 DQ5488_MARKER: F = FLANGE-ENCASED ROD
 DQ5488_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DQ5488_STAMPING: 2208 AG 2016
 DQ5488_MARK LOGO: MNDT
 DQ5488_PROJECTION: RECESSED 5 CENTIMETERS
 DQ5488_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DQ5488_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ5488_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ5488+SATELLITE: SATELLITE OBSERVATIONS - June 27, 2018
 DQ5488_ROD/PIPE-DEPTH: 12.5 meters
 DQ5488
 DQ5488  HISTORY     - Date     Condition        Report By
 DQ5488  HISTORY     - 20160609 MONUMENTED       MNDT
 DQ5488  HISTORY     - 20170510 GOOD             MNDT
 DQ5488  HISTORY     - 20180627 GOOD             MNDT
 DQ5488
 DQ5488                          STATION DESCRIPTION
 DQ5488
 DQ5488'DESCRIBED BY MN DEPT OF TRANSP 2016
 DQ5488'THE MARK IS LOCATED ABOUT 4.2 MI (6.8 KM) NORTH OF BLUE EARTH.
 DQ5488'
 DQ5488'TO REACH THE MARK GO 2.9 MI (4.7 KM) NORTH ALONG TRUNK HIGHWAY 169
 DQ5488'FROM THE JUNCTION OF TRUNK HIGHWAY 169 AND INTERSTATE HIGHWAY 90 IN
 DQ5488'BLUE EARTH, AT TRUNK HIGHWAY 169 MILE POINT 14.35.
 DQ5488'
 DQ5488'THE MARK IS LOCATED 88.1 FT (26.9 M) SOUTHWEST OF TRUNK HIGHWAY 169,
 DQ5488'49.9 FT (15.2 M) NORTHWEST OF A FIELD ENTRANCE, 1.5 FT (0.5 M)
 DQ5488'NORTHEAST OF A WITNESS POST.
 DQ5488'
 DQ5488'NOTE-THE STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM ROD
 DQ5488'DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION REMOVABLE DISK
 DQ5488'SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH PVC
 DQ5488'PIPE BACK FILLED WITH WASHED SAND.
 DQ5488
 DQ5488                          STATION RECOVERY (2017)
 DQ5488
 DQ5488'RECOVERY NOTE BY MN DEPT OF TRANSP 2017 (CDS)
 DQ5488'4.2 MILES NORTH OF BLUE EARTH, 2.9 MILES NORTH ALONG TRUNK HIGHWAY 169
 DQ5488'FROM THE JUNCTION OF TRUNK HIGHWAY 169 AND INTERSTATE HIGHWAY 90 IN
 DQ5488'BLUE EARTH, AT TRUNK HIGHWAY 169 MILEPOINT 14.35, 88.1 FEET SOUTHWEST
 DQ5488'OF TRUNK HIGHWAY 169, 49.9 FEET NORTHWEST OF A FIELD ENTRANCE, 1.5
 DQ5488'FEET NORTHEAST OF A WITNESS POST.
 DQ5488
 DQ5488                          STATION RECOVERY (2018)
 DQ5488
 DQ5488'RECOVERY NOTE BY MN DEPT OF TRANSP 2018 (TJD)
 DQ5488'4.2 MI (6.8 KM) NORTH OF BLUE EARTH, 2.9 MI (4.7 KM) NORTH ALONG TRUNK
 DQ5488'HIGHWAY 169 FROM THE JUNCTION OF TRUNK HIGHWAY 169 AND INTERSTATE
 DQ5488'HIGHWAY 90 IN BLUE EARTH, AT TRUNK HIGHWAY 169 MILE POINT 14.35, 88.1
 DQ5488'FT (26.9 M) SOUTHWEST OF TRUNK HIGHWAY 169, 49.9 FT (15.2 M) NORTHWEST
 DQ5488'OF A FIELD ENTRANCE, 1.5 FT (0.5 M) NORTHEAST OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DQ5485 ***********************************************************************
 DQ5485  DESIGNATION -  2208 AH
 DQ5485  PID         -  DQ5485
 DQ5485  STATE/COUNTY-  MN/FARIBAULT
 DQ5485  COUNTRY     -  US
 DQ5485  USGS QUAD   -  HUNTLEY (2019)
 DQ5485
 DQ5485                         *CURRENT SURVEY CONTROL
 DQ5485  ______________________________________________________________________
 DQ5485* NAD 83(2011) POSITION- 43 43 36.03418(N) 094 08 34.01967(W)   ADJUSTED
 DQ5485* NAD 83(2011) ELLIP HT-   300.977 (meters)        (01/17/18)   ADJUSTED
 DQ5485* NAD 83(2011) EPOCH   -  2010.00
 DQ5485* NAVD 88 ORTHO HEIGHT -   329.333 (meters)     1080.49  (feet) ADJUSTED
 DQ5485  ______________________________________________________________________
 DQ5485  GEOID HEIGHT    -        -28.368 (meters)                     GEOID18
 DQ5485  NAD 83(2011) X  -   -333,523.387 (meters)                     COMP
 DQ5485  NAD 83(2011) Y  - -4,604,674.682 (meters)                     COMP
 DQ5485  NAD 83(2011) Z  -  4,386,403.863 (meters)                     COMP
 DQ5485  LAPLACE CORR    -         -3.94  (seconds)                    DEFLEC18
 DQ5485  DYNAMIC HEIGHT  -        329.267 (meters)     1080.27  (feet) COMP
 DQ5485  MODELED GRAVITY -    980,408.1   (mgal)                       NAVD 88
 DQ5485
 DQ5485  VERT ORDER      -  SECOND    CLASS I
 DQ5485
 DQ5485  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DQ5485  Standards:
 DQ5485         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DQ5485            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DQ5485  -------------------------------------------------------------------
 DQ5485  NETWORK    1.02   2.06           0.46   0.36   1.05      0.06397142
 DQ5485  -------------------------------------------------------------------
 DQ5485  Click here for local accuracies and other accuracy information.
 DQ5485
 DQ5485.The horizontal coordinates were established by GPS observations
 DQ5485.and adjusted by the MN DEPT OF TRANSP in January 2018.
 DQ5485
 DQ5485.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DQ5485.been affixed to the stable North American tectonic plate. See 
 DQ5485.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DQ5485
 DQ5485.The horizontal coordinates are valid at the epoch date displayed above
 DQ5485.which is a decimal equivalence of Year/Month/Day.
 DQ5485
 DQ5485.The orthometric height was determined by differential leveling and
 DQ5485.adjusted by the NATIONAL GEODETIC SURVEY
 DQ5485.in May 2019.
 DQ5485
 DQ5485.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ5485.GEOID18 height accuracy estimate available here.
 DQ5485
 DQ5485.Click photographs - Photos may exist for this station.
 DQ5485
 DQ5485.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DQ5485
 DQ5485.The Laplace correction was computed from DEFLEC18 derived deflections.
 DQ5485
 DQ5485.The ellipsoidal height was determined by GPS observations
 DQ5485.and is referenced to NAD 83.
 DQ5485
 DQ5485.The dynamic height is computed by dividing the NAVD 88
 DQ5485.geopotential number by the normal gravity value computed on the
 DQ5485.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ5485.degrees latitude (g = 980.6199 gals.).
 DQ5485
 DQ5485.The modeled gravity was interpolated from observed gravity values.
 DQ5485
 DQ5485. The following values were computed from the NAD 83(2011) position.
 DQ5485
 DQ5485;                    North         East     Units Scale Factor Converg.
 DQ5485;SPC MN S     -   180,753.646   788,495.317   MT  1.00001276   -0 06 00.3
 DQ5485;SPC MN S     -   593,022.59  2,586,921.72   sFT  1.00001276   -0 06 00.3
 DQ5485;UTM  15      - 4,842,150.605   407,958.530   MT  0.99970420   -0 47 23.9
 DQ5485
 DQ5485!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DQ5485!SPC MN S     -   0.99995281  x   1.00001276  =   0.99996557
 DQ5485!UTM  15      -   0.99995281  x   0.99970420  =   0.99965702
 DQ5485
 DQ5485_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVJ0795842150(NAD 83)
 DQ5485
 DQ5485                          SUPERSEDED SURVEY CONTROL
 DQ5485
 DQ5485.No superseded survey control is available for this station.
 DQ5485
 DQ5485_MARKER: F = FLANGE-ENCASED ROD
 DQ5485_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DQ5485_STAMPING: 2208 AH 2016
 DQ5485_MARK LOGO: MNDT
 DQ5485_PROJECTION: RECESSED 5 CENTIMETERS
 DQ5485_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DQ5485_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ5485_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ5485+SATELLITE: SATELLITE OBSERVATIONS - June 27, 2018
 DQ5485_ROD/PIPE-DEPTH: 11.0 meters
 DQ5485
 DQ5485  HISTORY     - Date     Condition        Report By
 DQ5485  HISTORY     - 20160609 MONUMENTED       MNDT
 DQ5485  HISTORY     - 20170510 GOOD             MNDT
 DQ5485  HISTORY     - 20180627 GOOD             MNDT
 DQ5485
 DQ5485                          STATION DESCRIPTION
 DQ5485
 DQ5485'DESCRIBED BY MN DEPT OF TRANSP 2016
 DQ5485'THE MARK IS LOCATED ABOUT 3.0 MI (4.8 KM) SOUTH OF WINNEBAGO.
 DQ5485'
 DQ5485'TO REACH THE MARK GO 2.4 MI (3.9 KM) SOUTH ALONG TRUNK HIGHWAY 169
 DQ5485'FROM THE JUNCTION OF TRUNK HIGHWAY 169 AND TRUNK HIGHWAY 109 IN
 DQ5485'WINNEBAGO, AT TRUNK HIGHWAY 169 MILE POINT 16.75.
 DQ5485'
 DQ5485'THE MARK IS LOCATED 80.0 FT (24.4 M) NORTHEAST OF TRUNK HIGHWAY 169,
 DQ5485'4.9 FT (1.5 M) SOUTHEAST OF THE RIGHT-OF-WAY POST, 1.5 FT (0.5 M)
 DQ5485'NORTHWEST OF A WITNESS POST.
 DQ5485'
 DQ5485'NOTE-THE STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM ROD
 DQ5485'DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION REMOVABLE DISK
 DQ5485'SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH PVC
 DQ5485'PIPE BACK FILLED WITH WASHED SAND.
 DQ5485
 DQ5485                          STATION RECOVERY (2017)
 DQ5485
 DQ5485'RECOVERY NOTE BY MN DEPT OF TRANSP 2017 (ASL)
 DQ5485'3.0 MILES SOUTH OF WINNEBAGO, 2.4 MILES SOUTH ALONG TRUNK HIGHWAY 169
 DQ5485'FROM THE JUNCTION OF TRUNK HIGHWAY 169 AND TRUNK HIGHWAY 109 IN
 DQ5485'WINNEBAGO, AT TRUNK HIGHWAY 169 MILEPOINT 16.75, 80.0 FEET NORTHEAST
 DQ5485'OF TRUNK HIGHWAY 169, 4.9 FEET SOUTHEAST OF A RIGHT-OF-WAY POST, 1.5
 DQ5485'FEET NORTHWEST OF A WITNESS POST.
 DQ5485
 DQ5485                          STATION RECOVERY (2018)
 DQ5485
 DQ5485'RECOVERY NOTE BY MN DEPT OF TRANSP 2018 (TJD)
 DQ5485'3.0 MI (4.8 KM) SOUTH OF WINNEBAGO, 2.4 MI (3.9 KM) SOUTH ALONG TRUNK
 DQ5485'HIGHWAY 169 FROM THE JUNCTION OF TRUNK HIGHWAY 169 AND TRUNK HIGHWAY
 DQ5485'109 IN WINNEBAGO, AT TRUNK HIGHWAY 169 MILE POINT 16.75, 80.0 FT (24.4
 DQ5485'M) NORTHEAST OF TRUNK HIGHWAY 169, 4.9 FT (1.5 M) SOUTHEAST OF A
 DQ5485'RIGHT-OF-WAY POST, 1.5 FT (0.5 M) NORTHWEST OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DQ5484 ***********************************************************************
 DQ5484  DESIGNATION -  2208 AJ
 DQ5484  PID         -  DQ5484
 DQ5484  STATE/COUNTY-  MN/FARIBAULT
 DQ5484  COUNTRY     -  US
 DQ5484  USGS QUAD   -  HUNTLEY (2019)
 DQ5484
 DQ5484                         *CURRENT SURVEY CONTROL
 DQ5484  ______________________________________________________________________
 DQ5484* NAD 83(2011) POSITION- 43 44 11.12316(N) 094 09 08.22570(W)   ADJUSTED
 DQ5484* NAD 83(2011) ELLIP HT-   301.062 (meters)        (01/17/18)   ADJUSTED
 DQ5484* NAD 83(2011) EPOCH   -  2010.00
 DQ5484* NAVD 88 ORTHO HEIGHT -   329.424 (meters)     1080.79  (feet) ADJUSTED
 DQ5484  ______________________________________________________________________
 DQ5484  GEOID HEIGHT    -        -28.342 (meters)                     GEOID18
 DQ5484  NAD 83(2011) X  -   -334,232.797 (meters)                     COMP
 DQ5484  NAD 83(2011) Y  - -4,603,872.676 (meters)                     COMP
 DQ5484  NAD 83(2011) Z  -  4,387,186.487 (meters)                     COMP
 DQ5484  LAPLACE CORR    -         -3.81  (seconds)                    DEFLEC18
 DQ5484  DYNAMIC HEIGHT  -        329.358 (meters)     1080.57  (feet) COMP
 DQ5484  MODELED GRAVITY -    980,409.9   (mgal)                       NAVD 88
 DQ5484
 DQ5484  VERT ORDER      -  SECOND    CLASS I
 DQ5484
 DQ5484  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DQ5484  Standards:
 DQ5484         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DQ5484            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DQ5484  -------------------------------------------------------------------
 DQ5484  NETWORK    1.00   2.04           0.45   0.36   1.04      0.06715317
 DQ5484  -------------------------------------------------------------------
 DQ5484  Click here for local accuracies and other accuracy information.
 DQ5484
 DQ5484.The horizontal coordinates were established by GPS observations
 DQ5484.and adjusted by the MN DEPT OF TRANSP in January 2018.
 DQ5484
 DQ5484.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DQ5484.been affixed to the stable North American tectonic plate. See 
 DQ5484.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DQ5484
 DQ5484.The horizontal coordinates are valid at the epoch date displayed above
 DQ5484.which is a decimal equivalence of Year/Month/Day.
 DQ5484
 DQ5484.The orthometric height was determined by differential leveling and
 DQ5484.adjusted by the NATIONAL GEODETIC SURVEY
 DQ5484.in May 2019.
 DQ5484
 DQ5484.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ5484.GEOID18 height accuracy estimate available here.
 DQ5484
 DQ5484.Click photographs - Photos may exist for this station.
 DQ5484
 DQ5484.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DQ5484
 DQ5484.The Laplace correction was computed from DEFLEC18 derived deflections.
 DQ5484
 DQ5484.The ellipsoidal height was determined by GPS observations
 DQ5484.and is referenced to NAD 83.
 DQ5484
 DQ5484.The dynamic height is computed by dividing the NAVD 88
 DQ5484.geopotential number by the normal gravity value computed on the
 DQ5484.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ5484.degrees latitude (g = 980.6199 gals.).
 DQ5484
 DQ5484.The modeled gravity was interpolated from observed gravity values.
 DQ5484
 DQ5484. The following values were computed from the NAD 83(2011) position.
 DQ5484
 DQ5484;                    North         East     Units Scale Factor Converg.
 DQ5484;SPC MN S     -   181,837.991   787,731.743   MT  1.00001049   -0 06 24.3
 DQ5484;SPC MN S     -   596,580.14  2,584,416.56   sFT  1.00001049   -0 06 24.3
 DQ5484;UTM  15      - 4,843,243.731   407,208.298   MT  0.99970590   -0 47 48.0
 DQ5484
 DQ5484!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DQ5484!SPC MN S     -   0.99995279  x   1.00001049  =   0.99996328
 DQ5484!UTM  15      -   0.99995279  x   0.99970590  =   0.99965871
 DQ5484
 DQ5484_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVJ0720843243(NAD 83)
 DQ5484
 DQ5484                          SUPERSEDED SURVEY CONTROL
 DQ5484
 DQ5484.No superseded survey control is available for this station.
 DQ5484
 DQ5484_MARKER: F = FLANGE-ENCASED ROD
 DQ5484_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DQ5484_STAMPING: 2208 AJ 2016
 DQ5484_MARK LOGO: MNDT
 DQ5484_PROJECTION: RECESSED 8 CENTIMETERS
 DQ5484_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DQ5484_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ5484_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ5484+SATELLITE: SATELLITE OBSERVATIONS - June 27, 2018
 DQ5484_ROD/PIPE-DEPTH: 7.6 meters
 DQ5484
 DQ5484  HISTORY     - Date     Condition        Report By
 DQ5484  HISTORY     - 20160609 MONUMENTED       MNDT
 DQ5484  HISTORY     - 20170510 GOOD             MNDT
 DQ5484  HISTORY     - 20180627 GOOD             MNDT
 DQ5484
 DQ5484                          STATION DESCRIPTION
 DQ5484
 DQ5484'DESCRIBED BY MN DEPT OF TRANSP 2016
 DQ5484'THE MARK IS LOCATED ABOUT 2.0 MI (3.2 KM) SOUTH OF WINNEBAGO.
 DQ5484'
 DQ5484'TO REACH THE MARK GO 1.8 MI (2.9 KM) SOUTH ALONG TRUNK HIGHWAY 169
 DQ5484'FROM THE JUNCTION OF TRUNK HIGHWAY 169 AND TRUNK HIGHWAY 109 IN
 DQ5484'WINNEBAGO, AT TRUNK HIGHWAY 169 MILE POINT 17.6.
 DQ5484'
 DQ5484'THE MARK IS LOCATED 107.6 FT (32.8 M) NORTHEAST OF TRUNK HIGHWAY 169,
 DQ5484'30.6 FT (9.3 M) NORTHWEST OF A FIELD ENTRANCE, 1.5 FT (0.5 M)
 DQ5484'SOUTHWEST OF A WITNESS POST.
 DQ5484'
 DQ5484'NOTE-THE STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM ROD
 DQ5484'DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION REMOVABLE DISK
 DQ5484'SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH PVC
 DQ5484'PIPE BACK FILLED WITH WASHED SAND.
 DQ5484
 DQ5484                          STATION RECOVERY (2017)
 DQ5484
 DQ5484'RECOVERY NOTE BY MN DEPT OF TRANSP 2017 (ASL)
 DQ5484'2.0 MILES SOUTH OF WINNEBAGO, 1.8 MILES SOUTH ALONG TRUNK HIGHWAY 169
 DQ5484'FROM THE JUNCTION OF TRUNK HIGHWAY 169 AND TRUNK HIGHWAY 109 IN
 DQ5484'WINNEBAGO, AT TRUNK HIGHWAY 169 MILEPOINT 17.6, 107.6 FEET NORTHEAST
 DQ5484'OF TRUNK HIGHWAY 169, 30.6 FEET NORTHWEST OF A FIELD ENTRANCE, 1.5
 DQ5484'FEET SOUTHWEST OF A WITNESS POST.
 DQ5484
 DQ5484                          STATION RECOVERY (2018)
 DQ5484
 DQ5484'RECOVERY NOTE BY MN DEPT OF TRANSP 2018 (TJD)
 DQ5484'2.0 MI (3.2 KM) SOUTH OF WINNEBAGO, 1.8 MI (2.9 KM) SOUTH ALONG TRUNK
 DQ5484'HIGHWAY 169 FROM THE JUNCTION OF TRUNK HIGHWAY 169 AND TRUNK HIGHWAY
 DQ5484'109 IN WINNEBAGO, AT TRUNK HIGHWAY 169 MILE POINT 17.6, 107.6 FT (32.8
 DQ5484'M) NORTHEAST OF TRUNK HIGHWAY 169, 30.6 FT (9.3 M) NORTHWEST OF A
 DQ5484'FIELD ENTRANCE, 1.5 FT (0.5 M) SOUTHWEST OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DQ5483 ***********************************************************************
 DQ5483  DESIGNATION -  2208 AK
 DQ5483  PID         -  DQ5483
 DQ5483  STATE/COUNTY-  MN/FARIBAULT
 DQ5483  COUNTRY     -  US
 DQ5483  USGS QUAD   -  HUNTLEY (2019)
 DQ5483
 DQ5483                         *CURRENT SURVEY CONTROL
 DQ5483  ______________________________________________________________________
 DQ5483* NAD 83(2011) POSITION- 43 44 50.24989(N) 094 09 50.41976(W)   ADJUSTED
 DQ5483* NAD 83(2011) ELLIP HT-   303.248 (meters)        (01/17/18)   ADJUSTED
 DQ5483* NAD 83(2011) EPOCH   -  2010.00
 DQ5483* NAVD 88 ORTHO HEIGHT -   331.571 (meters)     1087.83  (feet) ADJUSTED
 DQ5483  ______________________________________________________________________
 DQ5483  GEOID HEIGHT    -        -28.311 (meters)                     GEOID18
 DQ5483  NAD 83(2011) X  -   -335,114.056 (meters)                     COMP
 DQ5483  NAD 83(2011) Y  - -4,602,973.019 (meters)                     COMP
 DQ5483  NAD 83(2011) Z  -  4,388,060.465 (meters)                     COMP
 DQ5483  LAPLACE CORR    -         -3.60  (seconds)                    DEFLEC18
 DQ5483  DYNAMIC HEIGHT  -        331.505 (meters)     1087.61  (feet) COMP
 DQ5483  MODELED GRAVITY -    980,412.0   (mgal)                       NAVD 88
 DQ5483
 DQ5483  VERT ORDER      -  SECOND    CLASS I
 DQ5483
 DQ5483  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DQ5483  Standards:
 DQ5483         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DQ5483            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DQ5483  -------------------------------------------------------------------
 DQ5483  NETWORK    1.03   2.10           0.46   0.37   1.07      0.03106131
 DQ5483  -------------------------------------------------------------------
 DQ5483  Click here for local accuracies and other accuracy information.
 DQ5483
 DQ5483.The horizontal coordinates were established by GPS observations
 DQ5483.and adjusted by the MN DEPT OF TRANSP in January 2018.
 DQ5483
 DQ5483.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DQ5483.been affixed to the stable North American tectonic plate. See 
 DQ5483.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DQ5483
 DQ5483.The horizontal coordinates are valid at the epoch date displayed above
 DQ5483.which is a decimal equivalence of Year/Month/Day.
 DQ5483
 DQ5483.The orthometric height was determined by differential leveling and
 DQ5483.adjusted by the NATIONAL GEODETIC SURVEY
 DQ5483.in May 2019.
 DQ5483
 DQ5483.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ5483.GEOID18 height accuracy estimate available here.
 DQ5483
 DQ5483.Click photographs - Photos may exist for this station.
 DQ5483
 DQ5483.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DQ5483
 DQ5483.The Laplace correction was computed from DEFLEC18 derived deflections.
 DQ5483
 DQ5483.The ellipsoidal height was determined by GPS observations
 DQ5483.and is referenced to NAD 83.
 DQ5483
 DQ5483.The dynamic height is computed by dividing the NAVD 88
 DQ5483.geopotential number by the normal gravity value computed on the
 DQ5483.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ5483.degrees latitude (g = 980.6199 gals.).
 DQ5483
 DQ5483.The modeled gravity was interpolated from observed gravity values.
 DQ5483
 DQ5483. The following values were computed from the NAD 83(2011) position.
 DQ5483
 DQ5483;                    North         East     Units Scale Factor Converg.
 DQ5483;SPC MN S     -   183,047.399   786,789.943   MT  1.00000800   -0 06 53.8
 DQ5483;SPC MN S     -   600,548.01  2,581,326.67   sFT  1.00000800   -0 06 53.8
 DQ5483;UTM  15      - 4,844,464.024   406,281.411   MT  0.99970803   -0 48 17.8
 DQ5483
 DQ5483!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DQ5483!SPC MN S     -   0.99995245  x   1.00000800  =   0.99996045
 DQ5483!UTM  15      -   0.99995245  x   0.99970803  =   0.99966049
 DQ5483
 DQ5483_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVJ0628144464(NAD 83)
 DQ5483
 DQ5483                          SUPERSEDED SURVEY CONTROL
 DQ5483
 DQ5483.No superseded survey control is available for this station.
 DQ5483
 DQ5483_MARKER: F = FLANGE-ENCASED ROD
 DQ5483_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DQ5483_STAMPING: 2208 AK 2016
 DQ5483_MARK LOGO: MNDT
 DQ5483_PROJECTION: RECESSED 8 CENTIMETERS
 DQ5483_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DQ5483_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ5483_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ5483+SATELLITE: SATELLITE OBSERVATIONS - June 27, 2018
 DQ5483_ROD/PIPE-DEPTH: 10.7 meters
 DQ5483
 DQ5483  HISTORY     - Date     Condition        Report By
 DQ5483  HISTORY     - 20160623 MONUMENTED       MNDT
 DQ5483  HISTORY     - 20170510 GOOD             MNDT
 DQ5483  HISTORY     - 20180627 GOOD             MNDT
 DQ5483
 DQ5483                          STATION DESCRIPTION
 DQ5483
 DQ5483'DESCRIBED BY MN DEPT OF TRANSP 2016
 DQ5483'THE MARK IS LOCATED ABOUT 1.1 MI (1.8 KM) SOUTH OF WINNEBAGO.
 DQ5483'
 DQ5483'TO REACH THE MARK GO 2.9 MI (4.7 KM) SOUTH ALONG TRUNK HIGHWAY 169
 DQ5483'FROM THE JUNCTION OF TRUNK HIGHWAY 169 AND TRUNK HIGHWAY 109 IN
 DQ5483'WINNEBAGO, AT TRUNK HIGHWAY 169 MILE POINT 18.6.
 DQ5483'
 DQ5483'THE MARK IS LOCATED 78.0 FT (23.8 M) EAST-NORTHEAST OF TRUNK HIGHWAY
 DQ5483'169, 5.6 FT (1.7 M) SOUTH OF RIGHT-OF-WAY POST, 1.5 MI (2.4 KM) SOUTH
 DQ5483'OF A WITNESS POST.
 DQ5483'
 DQ5483'NOTE-THE STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM ROD
 DQ5483'DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION REMOVABLE DISK
 DQ5483'SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH PVC
 DQ5483'PIPE BACK FILLED WITH WASHED SAND.
 DQ5483
 DQ5483                          STATION RECOVERY (2017)
 DQ5483
 DQ5483'RECOVERY NOTE BY MN DEPT OF TRANSP 2017 (ASL)
 DQ5483'1.1 MILES SOUTH OF WINNEBAGO, 2.9 MILES SOUTH ALONG TRUNK HIGHWAY 169
 DQ5483'FROM THE JUNCTION OF TRUNK HIGHWAY 169 AND TRUNK HIGHWAY 109 IN
 DQ5483'WINNEBAGO, AT TRUNK HIGHWAY 169 MILEPOINT 18.6, 78.0 FEET
 DQ5483'EAST-NORTHEAST OF TRUNK HIGHWAY 169, 5.6 FEET SOUTH OF A RIGHT-OF-WAY
 DQ5483'POST, 1.5 MILE SOUTH OF A WITNESS POST.
 DQ5483
 DQ5483                          STATION RECOVERY (2018)
 DQ5483
 DQ5483'RECOVERY NOTE BY MN DEPT OF TRANSP 2018 (TJD)
 DQ5483'1.1 MI (1.8 KM) SOUTH OF WINNEBAGO, 2.9 MI (4.7 KM) SOUTH ALONG TRUNK
 DQ5483'HIGHWAY 169 FROM THE JUNCTION OF TRUNK HIGHWAY 169 AND TRUNK HIGHWAY
 DQ5483'109 IN WINNEBAGO, AT TRUNK HIGHWAY 169 MILE POINT 18.6, 78.0 FT (23.8
 DQ5483'M) EAST-NORTHEAST OF TRUNK HIGHWAY 169, 5.6 FT (1.7 M) SOUTH OF A
 DQ5483'RIGHT-OF-WAY POST, 1.5 MI (2.4 KM) SOUTH OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 OP1227 ***********************************************************************
 OP1227  DESIGNATION -  2208 G
 OP1227  PID         -  OP1227
 OP1227  STATE/COUNTY-  MN/FARIBAULT
 OP1227  COUNTRY     -  US
 OP1227  USGS QUAD   -  BLUE EARTH (2019)
 OP1227
 OP1227                         *CURRENT SURVEY CONTROL
 OP1227  ______________________________________________________________________
 OP1227* NAD 83(1986) POSITION- 43 38 46.58   (N) 094 05 30.74   (W)   HD_HELD1
 OP1227* NAVD 88 ORTHO HEIGHT -   324.955 (meters)     1066.12  (feet) ADJUSTED
 OP1227  ______________________________________________________________________
 OP1227  GEOID HEIGHT    -        -28.444 (meters)                     GEOID18
 OP1227  DYNAMIC HEIGHT  -        324.890 (meters)     1065.91  (feet) COMP
 OP1227  MODELED GRAVITY -    980,408.5   (mgal)                       NAVD 88
 OP1227
 OP1227  VERT ORDER      -  SECOND    CLASS I
 OP1227
 OP1227.The horizontal coordinates were determined by differentially corrected
 OP1227.hand held GPS observations or other comparable positioning techniques
 OP1227.and have an estimated accuracy of +/- 3 meters.
 OP1227
 OP1227.The orthometric height was determined by differential leveling and
 OP1227.adjusted by the NATIONAL GEODETIC SURVEY
 OP1227.in May 2019.
 OP1227
 OP1227.Significant digits in the geoid height do not necessarily reflect accuracy.
 OP1227.GEOID18 height accuracy estimate available here.
 OP1227
 OP1227.Click photographs - Photos may exist for this station.
 OP1227
 OP1227.The dynamic height is computed by dividing the NAVD 88
 OP1227.geopotential number by the normal gravity value computed on the
 OP1227.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OP1227.degrees latitude (g = 980.6199 gals.).
 OP1227
 OP1227.The modeled gravity was interpolated from observed gravity values.
 OP1227
 OP1227;                    North         East    Units  Estimated Accuracy
 OP1227;SPC MN S     -   171,814.2     792,587.4     MT  (+/- 3 meters HH1 GPS) 
 OP1227
 OP1227_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVJ1194133165(NAD 83)
 OP1227
 OP1227                          SUPERSEDED SURVEY CONTROL
 OP1227
 OP1227  NAVD 88 (06/15/91)  324.954  (m)         1066.12   (f) SUPERSEDED  2 1
 OP1227
 OP1227.Superseded values are not recommended for survey control.
 OP1227
 OP1227.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OP1227.See file dsdata.pdf to determine how the superseded data were derived.
 OP1227
 OP1227_MARKER: DV = VERTICAL CONTROL DISK
 OP1227_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 OP1227_SP_SET: BRIDGE ABUTMENT
 OP1227_STAMPING: 2208 G 1980
 OP1227_MARK LOGO: MNHD
 OP1227_MAGNETIC: N = NO MAGNETIC MATERIAL
 OP1227_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OP1227_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 OP1227+SATELLITE: SATELLITE OBSERVATIONS - July 09, 2018
 OP1227
 OP1227  HISTORY     - Date     Condition        Report By
 OP1227  HISTORY     - 19800520 MONUMENTED       MNHD
 OP1227  HISTORY     - 20051011 GOOD             MNDT
 OP1227  HISTORY     - 20160523 GOOD             MNDT
 OP1227  HISTORY     - 20180709 GOOD             MNDT
 OP1227  HISTORY     - 20180709 GOOD             MNDT
 OP1227
 OP1227                          STATION DESCRIPTION
 OP1227
 OP1227'DESCRIBED BY MN HIGHWAY DEPT 1980
 OP1227'1 MI SOUTH FROM BLUE EARTH.
 OP1227'THE MARK IS LOCATED ABOUT 1 MILE SOUTH ALONG TRUNK HIGHWAY 169 FROM
 OP1227'ITS JUNCTION WITH INTERSTATE HIGHWAY 90 JUST NORTH OF BLUE EARTH AND
 OP1227'IS NEAR HIGHWAY 169 MILE POINT 10.3 IN THE SE 1/4 OF SECTION 8,
 OP1227'T102N, R27W.  THE MARK IS 25.5 FEET EAST OF AND ABOUT LEVEL WITH THE
 OP1227'NORTHBOUND CENTERLINE OF HIGHWAY 169 IN THE ABUTMENT IN THE SOUTHEAST
 OP1227'CORNER OF BRIDGE NUMBER 22001 CARRYING HIGHWAY 169 OVER THE EAST
 OP1227'BRANCH BLUE EARTH RIVER.  THE MARK, A STANDARD MNHD VERTICAL CONTROL
 OP1227'MARK DISK STAMPED---2208 G 1980---, IS CEMENTED IN A DRILL HOLE IN
 OP1227'THE BRIDGE ABUTMENT.
 OP1227
 OP1227                          STATION RECOVERY (2005)
 OP1227
 OP1227'RECOVERY NOTE BY MN DEPT OF TRANSP 2005 (MPP)
 OP1227'RECOVERED AS DESCRIBED.
 OP1227
 OP1227                          STATION RECOVERY (2016)
 OP1227
 OP1227'RECOVERY NOTE BY MN DEPT OF TRANSP 2016 (MAS)
 OP1227'THE STATION IS LOCATED ABOUT 9.2 MI (14.8 KM) SOUTH-SOUTHEAST OF
 OP1227'WINNEBAGO, 9.1 MI (14.6 KM) SOUTH-SOUTHWEST OF DELAVAN AND 0.8 MI (1.3
 OP1227'KM) NORTHEAST OF BLUE EARTH.
 OP1227'
 OP1227'TO REACH THE MARK IN BRIDE ABUTMENT IN SOUTHEAST CORNER OF TRUNK
 OP1227'HIGHWAY 169 BRIDGE NUMBER 22001 OVER EAST BRANCH OF BLUE EARTH RIVER.
 OP1227'
 OP1227'THE MARK IS LOCATED 1.1 MI (1.8 KM) SOUTH ALONG TRUNK HIGHWAY 169 FROM
 OP1227'THE JUNCTION OF TRUNK HIGHWAY 169 AND INTERSTATE HIGHWAY 90, AT TRUNK
 OP1227'HIGHWAY 169 MILE POINT 10.3, 65.5 FT (20.0 M) EAST OF TRUNK HIGHWAY
 OP1227'169.
 OP1227
 OP1227                          STATION RECOVERY (2018)
 OP1227
 OP1227'RECOVERY NOTE BY MN DEPT OF TRANSP 2018 (TJD)
 OP1227'RECOVERED AS DESCRIBED.
 OP1227
 OP1227                          STATION RECOVERY (2018)
 OP1227
 OP1227'RECOVERY NOTE BY MN DEPT OF TRANSP 2018 (TJD)
 OP1227'IN BLUE EARTH, IN A BRIDGE ABUTMENT IN THE SOUTHEAST CORNER OF A TRUNK
 OP1227'HIGHWAY 169 BRIDGE NUMBER 22001 OVER THE EAST BRANCH OF THE BLUE EARTH
 OP1227'RIVER, 1.1 MI (1.8 KM) SOUTH ALONG TRUNK HIGHWAY 169 FROM THE JUNCTION
 OP1227'OF TRUNK HIGHWAY 169 AND INTERSTATE HIGHWAY 90, AT TRUNK HIGHWAY 169
 OP1227'MILE POINT 10.3, 65.5 FT (20.0 M) EAST OF TRUNK HIGHWAY 169.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 OP1231 ***********************************************************************
 OP1231  DESIGNATION -  2208 J
 OP1231  PID         -  OP1231
 OP1231  STATE/COUNTY-  MN/FARIBAULT
 OP1231  COUNTRY     -  US
 OP1231  USGS QUAD   -  BLUE EARTH (2019)
 OP1231
 OP1231                         *CURRENT SURVEY CONTROL
 OP1231  ______________________________________________________________________
 OP1231* NAD 83(1986) POSITION- 43 40 19.17   (N) 094 06 07.60   (W)   HD_HELD1
 OP1231* NAVD 88 ORTHO HEIGHT -   321.964 (meters)     1056.31  (feet) ADJUSTED
 OP1231  ______________________________________________________________________
 OP1231  GEOID HEIGHT    -        -28.446 (meters)                     GEOID18
 OP1231  DYNAMIC HEIGHT  -        321.897 (meters)     1056.09  (feet) COMP
 OP1231  MODELED GRAVITY -    980,404.3   (mgal)                       NAVD 88
 OP1231
 OP1231  VERT ORDER      -  SECOND    CLASS I
 OP1231
 OP1231.The horizontal coordinates were determined by differentially corrected
 OP1231.hand held GPS observations or other comparable positioning techniques
 OP1231.and have an estimated accuracy of +/- 3 meters.
 OP1231
 OP1231.The orthometric height was determined by differential leveling and
 OP1231.adjusted by the NATIONAL GEODETIC SURVEY
 OP1231.in May 2019.
 OP1231
 OP1231.Significant digits in the geoid height do not necessarily reflect accuracy.
 OP1231.GEOID18 height accuracy estimate available here.
 OP1231
 OP1231.Click photographs - Photos may exist for this station.
 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     -   174,672.8     791,764.9     MT  (+/- 3 meters HH1 GPS) 
 OP1231
 OP1231_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVJ1115336032(NAD 83)
 OP1231
 OP1231                          SUPERSEDED SURVEY CONTROL
 OP1231
 OP1231  NAVD 88 (06/15/91)  321.986  (m)         1056.38   (f) SUPERSEDED  2 1
 OP1231
 OP1231.Superseded values are not recommended for survey control.
 OP1231
 OP1231.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OP1231.See file dsdata.pdf to determine how the superseded data were derived.
 OP1231
 OP1231_MARKER: DV = VERTICAL CONTROL DISK
 OP1231_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 OP1231_SP_SET: BOX CULVERT
 OP1231_STAMPING: 2208 J 1980
 OP1231_MARK LOGO: MNHD
 OP1231_MAGNETIC: N = NO MAGNETIC MATERIAL
 OP1231_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OP1231+STABILITY: SURFACE MOTION
 OP1231_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 OP1231+SATELLITE: SATELLITE OBSERVATIONS - June 27, 2018
 OP1231
 OP1231  HISTORY     - Date     Condition        Report By
 OP1231  HISTORY     - 19800520 MONUMENTED       MNHD
 OP1231  HISTORY     - 20160524 GOOD             MNDT
 OP1231  HISTORY     - 20180627 GOOD             MNDT
 OP1231
 OP1231                          STATION DESCRIPTION
 OP1231
 OP1231'DESCRIBED BY MN HIGHWAY DEPT 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.
 OP1231
 OP1231                          STATION RECOVERY (2016)
 OP1231
 OP1231'RECOVERY NOTE BY MN DEPT OF TRANSP 2016 (KMS)
 OP1231'THE MARK IS LOCATED ABOUT 2.25 MI (3.62 KM) NORTH OF BLUE EARTH.
 OP1231'
 OP1231'TO REACH THE MARK GO 0.9 MI (1.4 KM) NORTH ALONG TRUNK HIGHWAY 169
 OP1231'FROM THE JUNCTION OF TRUNK HIGHWAY 169 AND INTERSTATE HIGHWAY 90, IN
 OP1231'SOUTHEAST END OF NORTHEAST HEADWALL OF TRUNK HIGHWAY 169 BOX CULVERT
 OP1231'NUMBER 91358, AT TRUNK HIGHWAY 169 MILE POINT 12.4.
 OP1231'
 OP1231'THE MARK IS LOCATED 29.0 FT (8.8 M) NORTHEAST OF NORTHBOUND TRUNK
 OP1231'HIGHWAY 169.
 OP1231
 OP1231                          STATION RECOVERY (2018)
 OP1231
 OP1231'RECOVERY NOTE BY MN DEPT OF TRANSP 2018 (TJD)
 OP1231'2.25 MI (3.62 KM) NORTH OF BLUE EARTH, IN THE SOUTHEAST END OF THE
 OP1231'NORTHEAST HEADWALL OF TRUNK HIGHWAY 169 BOX CULVERT NUMBER 91358, 0.9
 OP1231'MI (1.4 KM) NORTH ALONG TRUNK HIGHWAY 169 FROM THE JUNCTION OF TRUNK
 OP1231'HIGHWAY 169 AND INTERSTATE HIGHWAY 90, AT TRUNK HIGHWAY 169 MILE POINT
 OP1231'12.4, 29.0 FT (8.8 M) NORTHEAST OF NORTHBOUND TRUNK HIGHWAY 169.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 OP1243 ***********************************************************************
 OP1243  DESIGNATION -  2208 S 1
 OP1243  PID         -  OP1243
 OP1243  STATE/COUNTY-  MN/FARIBAULT
 OP1243  COUNTRY     -  US
 OP1243  USGS QUAD   -  HUNTLEY (2019)
 OP1243
 OP1243                         *CURRENT SURVEY CONTROL
 OP1243  ______________________________________________________________________
 OP1243* NAD 83(1986) POSITION- 43 44 07.5    (N) 094 09 43.0    (W)   HD_HELD2
 OP1243* NAVD 88 ORTHO HEIGHT -   317.986 (meters)     1043.26  (feet) ADJUSTED
 OP1243  ______________________________________________________________________
 OP1243  GEOID HEIGHT    -        -28.328 (meters)                     GEOID18
 OP1243  DYNAMIC HEIGHT  -        317.923 (meters)     1043.05  (feet) COMP
 OP1243  MODELED GRAVITY -    980,410.6   (mgal)                       NAVD 88
 OP1243
 OP1243  VERT ORDER      -  SECOND    CLASS I
 OP1243
 OP1243.The horizontal coordinates were established by autonomous hand held GPS
 OP1243.observations and have an estimated accuracy of +/- 10 meters.
 OP1243
 OP1243.The orthometric height was determined by differential leveling and
 OP1243.adjusted by the NATIONAL GEODETIC SURVEY
 OP1243.in May 2019.
 OP1243
 OP1243.Significant digits in the geoid height do not necessarily reflect accuracy.
 OP1243.GEOID18 height accuracy estimate available here.
 OP1243
 OP1243.Click photographs - Photos may exist for this station.
 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     -   181,728.      786,953.      MT  (+/- 10 meters HH2 GPS)
 OP1243
 OP1243_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVJ0642843142(NAD 83)
 OP1243
 OP1243                          SUPERSEDED SURVEY CONTROL
 OP1243
 OP1243  NAVD 88 (06/15/91)  317.989  (m)         1043.27   (f) SUPERSEDED  2 1
 OP1243
 OP1243.Superseded values are not recommended for survey control.
 OP1243
 OP1243.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OP1243.See file dsdata.pdf to determine how the superseded data were derived.
 OP1243
 OP1243_MARKER: DV = VERTICAL CONTROL DISK
 OP1243_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 OP1243_SP_SET: BRIDGE ABUTMENT
 OP1243_STAMPING: 2208 S 1 1980
 OP1243_MARK LOGO: MNHD
 OP1243_MAGNETIC: N = NO MAGNETIC MATERIAL
 OP1243_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OP1243_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 OP1243+SATELLITE: SATELLITE OBSERVATIONS - June 27, 2018
 OP1243
 OP1243  HISTORY     - Date     Condition        Report By
 OP1243  HISTORY     - 19800520 MONUMENTED       MNHD
 OP1243  HISTORY     - 20160518 GOOD             MNDT
 OP1243  HISTORY     - 20180627 GOOD             MNDT
 OP1243
 OP1243                          STATION DESCRIPTION
 OP1243
 OP1243'DESCRIBED BY MN HIGHWAY DEPT 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.
 OP1243
 OP1243                          STATION RECOVERY (2016)
 OP1243
 OP1243'RECOVERY NOTE BY MN DEPT OF TRANSP 2016 (KMS)
 OP1243'THE MARK IS LOCATED ABOUT 2.25 MI (3.62 KM) SOUTH OF WINNEBAGO.
 OP1243'
 OP1243'TO REACH THE MARK GO 1.6 MI (2.6 KM) SOUTH ALONG TRUNK HIGHWAY 169
 OP1243'FROM THE JUNCTION OF TRUNK HIGHWAY 169 AND TRUNK HIGHWAY 109, THEN 0.3
 OP1243'MI (0.5 KM) SOUTHWEST ON COUNTY ROAD 5 (345TH AVENUE), IN SOUTHEAST
 OP1243'CORNER OF COUNTY ROAD 5 BRIDGE NUMBER 22540 OVER BLUE EARTH RIVER.
 OP1243'
 OP1243'THE MARK IS LOCATED 18.0 FT (5.5 M) EAST OF COUNTY ROAD 5.
 OP1243
 OP1243                          STATION RECOVERY (2018)
 OP1243
 OP1243'RECOVERY NOTE BY MN DEPT OF TRANSP 2018 (TJD)
 OP1243'2.25 MI (3.62 KM) SOUTH OF WINNEBAGO, IN THE SOUTHEAST CORNER OF A
 OP1243'COUNTY ROAD 5 BRIDGE NUMBER 22540 OVER THE BLUE EARTH RIVER, 1.6 MI
 OP1243'(2.6 KM) SOUTH ALONG TRUNK HIGHWAY 169 FROM THE JUNCTION OF TRUNK
 OP1243'HIGHWAY 169 AND TRUNK HIGHWAY 109, THEN 0.3 MI (0.5 KM) SOUTHWEST ON
 OP1243'COUNTY ROAD 5 (345TH AVENUE), 18.0 FT (5.5 M) EAST OF COUNTY ROAD 5.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DQ5481 ***********************************************************************
 DQ5481  DESIGNATION -  2208 V RESET
 DQ5481  PID         -  DQ5481
 DQ5481  STATE/COUNTY-  MN/FARIBAULT
 DQ5481  COUNTRY     -  US
 DQ5481  USGS QUAD   -  WINNEBAGO (2019)
 DQ5481
 DQ5481                         *CURRENT SURVEY CONTROL
 DQ5481  ______________________________________________________________________
 DQ5481* NAD 83(2011) POSITION- 43 46 30.39377(N) 094 09 53.25006(W)   ADJUSTED
 DQ5481* NAD 83(2011) ELLIP HT-   300.518 (meters)        (01/17/18)   ADJUSTED
 DQ5481* NAD 83(2011) EPOCH   -  2010.00
 DQ5481* NAVD 88 ORTHO HEIGHT -   328.798 (meters)     1078.73  (feet) ADJUSTED
 DQ5481  ______________________________________________________________________
 DQ5481  GEOID HEIGHT    -        -28.283 (meters)                     GEOID18
 DQ5481  NAD 83(2011) X  -   -335,021.812 (meters)                     COMP
 DQ5481  NAD 83(2011) Y  - -4,600,834.259 (meters)                     COMP
 DQ5481  NAD 83(2011) Z  -  4,390,290.920 (meters)                     COMP
 DQ5481  LAPLACE CORR    -         -3.52  (seconds)                    DEFLEC18
 DQ5481  DYNAMIC HEIGHT  -        328.734 (meters)     1078.52  (feet) COMP
 DQ5481  MODELED GRAVITY -    980,415.1   (mgal)                       NAVD 88
 DQ5481
 DQ5481  VERT ORDER      -  SECOND    CLASS I
 DQ5481
 DQ5481  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DQ5481  Standards:
 DQ5481         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DQ5481            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DQ5481  -------------------------------------------------------------------
 DQ5481  NETWORK    1.05   2.16           0.48   0.36   1.10      0.08225085
 DQ5481  -------------------------------------------------------------------
 DQ5481  Click here for local accuracies and other accuracy information.
 DQ5481
 DQ5481.The horizontal coordinates were established by GPS observations
 DQ5481.and adjusted by the MN DEPT OF TRANSP in January 2018.
 DQ5481
 DQ5481.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DQ5481.been affixed to the stable North American tectonic plate. See 
 DQ5481.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DQ5481
 DQ5481.The horizontal coordinates are valid at the epoch date displayed above
 DQ5481.which is a decimal equivalence of Year/Month/Day.
 DQ5481
 DQ5481.The orthometric height was determined by differential leveling and
 DQ5481.adjusted by the NATIONAL GEODETIC SURVEY
 DQ5481.in May 2019.
 DQ5481
 DQ5481.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ5481.GEOID18 height accuracy estimate available here.
 DQ5481
 DQ5481.Click photographs - Photos may exist for this station.
 DQ5481
 DQ5481.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DQ5481
 DQ5481.The Laplace correction was computed from DEFLEC18 derived deflections.
 DQ5481
 DQ5481.The ellipsoidal height was determined by GPS observations
 DQ5481.and is referenced to NAD 83.
 DQ5481
 DQ5481.The dynamic height is computed by dividing the NAVD 88
 DQ5481.geopotential number by the normal gravity value computed on the
 DQ5481.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ5481.degrees latitude (g = 980.6199 gals.).
 DQ5481
 DQ5481.The modeled gravity was interpolated from observed gravity values.
 DQ5481
 DQ5481. The following values were computed from the NAD 83(2011) position.
 DQ5481
 DQ5481;                    North         East     Units Scale Factor Converg.
 DQ5481;SPC MN S     -   186,138.298   786,732.849   MT  1.00000179   -0 06 55.8
 DQ5481;SPC MN S     -   610,688.73  2,581,139.36   sFT  1.00000179   -0 06 55.8
 DQ5481;UTM  15      - 4,847,554.468   406,261.559   MT  0.99970808   -0 48 21.2
 DQ5481
 DQ5481!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DQ5481!SPC MN S     -   0.99995288  x   1.00000179  =   0.99995467
 DQ5481!UTM  15      -   0.99995288  x   0.99970808  =   0.99966097
 DQ5481
 DQ5481_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVJ0626147554(NAD 83)
 DQ5481
 DQ5481                          SUPERSEDED SURVEY CONTROL
 DQ5481
 DQ5481.No superseded survey control is available for this station.
 DQ5481
 DQ5481_MARKER: I = METAL ROD
 DQ5481_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DQ5481_STAMPING: 2208 V RESET 2016
 DQ5481_MARK LOGO: MNDT
 DQ5481_PROJECTION: FLUSH
 DQ5481_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DQ5481_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ5481_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ5481+SATELLITE: SATELLITE OBSERVATIONS - June 27, 2018
 DQ5481_ROD/PIPE-DEPTH: 9.1 meters
 DQ5481
 DQ5481  HISTORY     - Date     Condition        Report By
 DQ5481  HISTORY     - 20160518 MONUMENTED       MNDT
 DQ5481  HISTORY     - 20170515 GOOD             MNDT
 DQ5481  HISTORY     - 20180627 GOOD             MNDT
 DQ5481
 DQ5481                          STATION DESCRIPTION
 DQ5481
 DQ5481'DESCRIBED BY MN DEPT OF TRANSP 2016
 DQ5481'THE STATION IS LOCATED ABOUT 7.3 MI (11.7 KM) WEST OF DELAVAN, 4.7 MI
 DQ5481'(7.6 KM) NORTHEAST OF HUNTLEY AND IN THE TOWN OF WINNEBAGO, MN.
 DQ5481'
 DQ5481'TO REACH THE MARK GO 1.0 MI (1.6 KM) NORTH ALONG TRUNK HIGHWAY 169
 DQ5481'FROM THE JUNCTION OF TRUNK HIGHWAYS 169 AND 109 IN WINNEBAGO, AT TRUNK
 DQ5481'HIGHWAY 169 MILE POINT 20.5.
 DQ5481'
 DQ5481'THE MARK IS LOCATED 211.5 FT (64.5 M) EAST OF TRUNK HIGHWAY 169, 31.0
 DQ5481'FT (9.4 M) NORTH OF SEVENTH AVENUE NORTHEAST, 1.6 FT (0.5 M) EAST OF A
 DQ5481'WITNESS POST.
 DQ5481'
 DQ5481'NOTE-THE STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM ROD
 DQ5481'DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION REMOVABLE DISK
 DQ5481'SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH PVC
 DQ5481'PIPE BACK FILLED WITH WASHED SAND.
 DQ5481
 DQ5481                          STATION RECOVERY (2017)
 DQ5481
 DQ5481'RECOVERY NOTE BY MN DEPT OF TRANSP 2017 (CDS)
 DQ5481'IN WINNEBAGO, 1.0 MILE NORTH ALONG TRUNK HIGHWAY 169 FROM THE JUNCTION
 DQ5481'OF TRUNK HIGHWAYS 169 AND 109 IN WINNEBAGO, AT TRUNK HIGHWAY 169
 DQ5481'MILEPOINT 20.5, 211.5 FEET EAST OF TRUNK HIGHWAY 169, 31.0 FEET NORTH
 DQ5481'OF 7TH AVENUE NORTHEAST, 1.6 FEET EAST OF A WITNESS POST.
 DQ5481
 DQ5481                          STATION RECOVERY (2018)
 DQ5481
 DQ5481'RECOVERY NOTE BY MN DEPT OF TRANSP 2018 (BDH)
 DQ5481'IN WINNEBAGO, 1.0 MI (1.6 KM) NORTH ALONG TRUNK HIGHWAY 169 FROM THE
 DQ5481'JUNCTION OF TRUNK HIGHWAYS 169 AND 109 IN WINNEBAGO, AT TRUNK HIGHWAY
 DQ5481'169 MILE POINT 20.5, 211.5 FT (64.5 M) EAST OF TRUNK HIGHWAY 169, 31.0
 DQ5481'FT (9.4 M) NORTH OF SEVENTH AVENUE NORTHEAST, 1.6 FT (0.5 M) EAST OF A
 DQ5481'WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 OP1399 ***********************************************************************
 OP1399  DESIGNATION -  2208 X
 OP1399  PID         -  OP1399
 OP1399  STATE/COUNTY-  MN/FARIBAULT
 OP1399  COUNTRY     -  US
 OP1399  USGS QUAD   -  WINNEBAGO (2019)
 OP1399
 OP1399                         *CURRENT SURVEY CONTROL
 OP1399  ______________________________________________________________________
 OP1399* NAD 83(1986) POSITION- 43 47 19.50   (N) 094 10 04.82   (W)   HD_HELD1
 OP1399* NAVD 88 ORTHO HEIGHT -   325.200 (meters)     1066.93  (feet) ADJUSTED
 OP1399  ______________________________________________________________________
 OP1399  GEOID HEIGHT    -        -28.270 (meters)                     GEOID18
 OP1399  DYNAMIC HEIGHT  -        325.137 (meters)     1066.72  (feet) COMP
 OP1399  MODELED GRAVITY -    980,417.0   (mgal)                       NAVD 88
 OP1399
 OP1399  VERT ORDER      -  SECOND    CLASS I
 OP1399
 OP1399.The horizontal coordinates were determined by differentially corrected
 OP1399.hand held GPS observations or other comparable positioning techniques
 OP1399.and have an estimated accuracy of +/- 3 meters.
 OP1399
 OP1399.The orthometric height was determined by differential leveling and
 OP1399.adjusted by the NATIONAL GEODETIC SURVEY
 OP1399.in June 1995.
 OP1399
 OP1399.Significant digits in the geoid height do not necessarily reflect accuracy.
 OP1399.GEOID18 height accuracy estimate available here.
 OP1399
 OP1399.Click photographs - Photos may exist for this station.
 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     -   187,654.4     786,477.2     MT  (+/- 3 meters HH1 GPS) 
 OP1399
 OP1399_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVJ0602449073(NAD 83)
 OP1399
 OP1399                          SUPERSEDED SURVEY CONTROL
 OP1399
 OP1399.No superseded survey control is available for this station.
 OP1399
 OP1399_MARKER: DV = VERTICAL CONTROL DISK
 OP1399_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 OP1399_STAMPING: 2208 X 1985
 OP1399_MARK LOGO: MNDT
 OP1399_PROJECTION: FLUSH
 OP1399_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 OP1399_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OP1399_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 OP1399+SATELLITE: SATELLITE OBSERVATIONS - June 27, 2018
 OP1399
 OP1399  HISTORY     - Date     Condition        Report By
 OP1399  HISTORY     - 19850901 MONUMENTED       MNDT
 OP1399  HISTORY     - 20160518 GOOD             MNDT
 OP1399  HISTORY     - 20180627 GOOD             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.
 OP1399
 OP1399                          STATION RECOVERY (2016)
 OP1399
 OP1399'RECOVERY NOTE BY MN DEPT OF TRANSP 2016 (KMS)
 OP1399'THE MARK IS LOCATED ABOUT 1.5 MI (2.4 KM) NORTH OF WINNEBAGO.
 OP1399'
 OP1399'TO REACH THE MARK GO 1.95 MI (3.14 KM) NORTH ALONG TRUNK HIGHWAY 169
 OP1399'FROM THE JUNCTION OF TRUNK HIGHWAY 169 AND TRUNK HIGHWAY 109, AT TRUNK
 OP1399'HIGHWAY 169 MILE POINT 21.45.
 OP1399'
 OP1399'THE MARK IS LOCATED 105.3 FT (32.1 M) WEST OF TRUNK HIGHWAY 169, 15.0
 OP1399'FT (4.6 M) SOUTH OF SOUTH ENTRANCE TO HILLSIDE CEMETERY, 11.2 FT (3.4
 OP1399'M) WEST OF CORNER FENCE POST, 1.7 FT (0.5 M) WEST OF A WITNESS POST.
 OP1399
 OP1399                          STATION RECOVERY (2018)
 OP1399
 OP1399'RECOVERY NOTE BY MN DEPT OF TRANSP 2018 (BDH)
 OP1399'1.5 MI (2.4 KM) NORTH OF WINNEBAGO, 1.95 MI (3.14 KM) NORTH ALONG
 OP1399'TRUNK HIGHWAY 169 FROM THE JUNCTION OF TRUNK HIGHWAY 169 AND TRUNK
 OP1399'HIGHWAY 109, AT TRUNK HIGHWAY 169 MILE POINT 21.45, 105.3 FT (32.1 M)
 OP1399'WEST OF TRUNK HIGHWAY 169, 15.0 FT (4.6 M) SOUTH OF THE SOUTH ENTRANCE
 OP1399'TO THE HILLSIDE CEMETERY, 11.2 FT (3.4 M) WEST OF A CORNER FENCE POST,
 OP1399'1.7 FT (0.5 M) WEST OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 OP1400 ***********************************************************************
 OP1400  DESIGNATION -  2208 Y
 OP1400  PID         -  OP1400
 OP1400  STATE/COUNTY-  MN/FARIBAULT
 OP1400  COUNTRY     -  US
 OP1400  USGS QUAD   -  WINNEBAGO (2019)
 OP1400
 OP1400                         *CURRENT SURVEY CONTROL
 OP1400  ______________________________________________________________________
 OP1400* NAD 83(2011) POSITION- 43 47 49.05483(N) 094 10 02.55764(W)   ADJUSTED
 OP1400* NAD 83(2011) ELLIP HT-   298.706 (meters)        (01/17/18)   ADJUSTED
 OP1400* NAD 83(2011) EPOCH   -  2010.00
 OP1400* NAVD 88 ORTHO HEIGHT -   326.966 (meters)     1072.72  (feet) ADJUSTED
 OP1400  ______________________________________________________________________
 OP1400  GEOID HEIGHT    -        -28.266 (meters)                     GEOID18
 OP1400  NAD 83(2011) X  -   -335,107.241 (meters)                     COMP
 OP1400  NAD 83(2011) Y  - -4,599,142.276 (meters)                     COMP
 OP1400  NAD 83(2011) Z  -  4,392,042.407 (meters)                     COMP
 OP1400  LAPLACE CORR    -         -3.39  (seconds)                    DEFLEC18
 OP1400  DYNAMIC HEIGHT  -        326.903 (meters)     1072.51  (feet) COMP
 OP1400  MODELED GRAVITY -    980,418.0   (mgal)                       NAVD 88
 OP1400
 OP1400  VERT ORDER      -  SECOND    CLASS I
 OP1400
 OP1400  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 OP1400  Standards:
 OP1400         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 OP1400            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 OP1400  -------------------------------------------------------------------
 OP1400  NETWORK    1.03   2.10           0.47   0.36   1.07      0.09110716
 OP1400  -------------------------------------------------------------------
 OP1400  Click here for local accuracies and other accuracy information.
 OP1400
 OP1400.The horizontal coordinates were established by GPS observations
 OP1400.and adjusted by the MN DEPT OF TRANSP in January 2018.
 OP1400
 OP1400.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 OP1400.been affixed to the stable North American tectonic plate. See 
 OP1400.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 OP1400
 OP1400.The horizontal coordinates are valid at the epoch date displayed above
 OP1400.which is a decimal equivalence of Year/Month/Day.
 OP1400
 OP1400.The orthometric height was determined by differential leveling and
 OP1400.adjusted by the NATIONAL GEODETIC SURVEY
 OP1400.in May 2019.
 OP1400
 OP1400.Significant digits in the geoid height do not necessarily reflect accuracy.
 OP1400.GEOID18 height accuracy estimate available here.
 OP1400
 OP1400.Click photographs - Photos may exist for this station.
 OP1400
 OP1400.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 OP1400
 OP1400.The Laplace correction was computed from DEFLEC18 derived deflections.
 OP1400
 OP1400.The ellipsoidal height was determined by GPS observations
 OP1400.and is referenced to NAD 83.
 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. The following values were computed from the NAD 83(2011) position.
 OP1400
 OP1400;                    North         East     Units Scale Factor Converg.
 OP1400;SPC MN S     -   188,566.458   786,529.671   MT  0.99999708   -0 07 02.3
 OP1400;SPC MN S     -   618,655.12  2,580,472.76   sFT  0.99999708   -0 07 02.3
 OP1400;UTM  15      - 4,849,984.193   406,087.709   MT  0.99970848   -0 48 28.8
 OP1400
 OP1400!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OP1400!SPC MN S     -   0.99995316  x   0.99999708  =   0.99995024
 OP1400!UTM  15      -   0.99995316  x   0.99970848  =   0.99966166
 OP1400
 OP1400_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVJ0608749984(NAD 83)
 OP1400
 OP1400                          SUPERSEDED SURVEY CONTROL
 OP1400
 OP1400  NAVD 88 (06/15/95)  326.965  (m)         1072.72   (f) SUPERSEDED  2 1
 OP1400
 OP1400.Superseded values are not recommended for survey control.
 OP1400
 OP1400.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OP1400.See file dsdata.pdf to determine how the superseded data were derived.
 OP1400
 OP1400_MARKER: DV = VERTICAL CONTROL DISK
 OP1400_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 OP1400_STAMPING: 2208 Y 1985
 OP1400_MARK LOGO: MNDT
 OP1400_PROJECTION: RECESSED 8 CENTIMETERS
 OP1400_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 OP1400_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OP1400_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OP1400+SATELLITE: SATELLITE OBSERVATIONS - June 27, 2018
 OP1400
 OP1400  HISTORY     - Date     Condition        Report By
 OP1400  HISTORY     - 1985     MONUMENTED       MNDT
 OP1400  HISTORY     - 20160518 GOOD             MNDT
 OP1400  HISTORY     - 20170515 GOOD             MNDT
 OP1400  HISTORY     - 20180627 GOOD             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.
 OP1400
 OP1400                          STATION RECOVERY (2016)
 OP1400
 OP1400'RECOVERY NOTE BY MN DEPT OF TRANSP 2016 (MAS)
 OP1400'RECOVERED AS DESCRIBED.
 OP1400
 OP1400                          STATION RECOVERY (2017)
 OP1400
 OP1400'RECOVERY NOTE BY MN DEPT OF TRANSP 2017 (CDS)
 OP1400'2.0 MILES NORTH OF WINNEBAGO, 2.55 MILES NORTH ALONG TRUNK HIGHWAY 169
 OP1400'FROM THE JUNCTION OF TRUNK HIGHWAY 169 AND TRUNK HIGHWAY 109 IN
 OP1400'WINNEBAGO, AT TRUNK HIGHWAY 169 MILEPOINT 22.15, 139.0 FEET EAST OF
 OP1400'TRUNK HIGHWAY 169, 36.0 FEET NORTH OF 215TH STREET, 1.2 FEET EAST OF A
 OP1400'WITNESS POST.
 OP1400
 OP1400                          STATION RECOVERY (2018)
 OP1400
 OP1400'RECOVERY NOTE BY MN DEPT OF TRANSP 2018 (BDH)
 OP1400'2.0 MI (3.2 KM) NORTH OF WINNEBAGO, 2.55 MI (4.10 KM) NORTH ALONG
 OP1400'TRUNK HIGHWAY 169 FROM THE JUNCTION OF TRUNK HIGHWAY 169 AND TRUNK
 OP1400'HIGHWAY 109 IN WINNEBAGO, AT TRUNK HIGHWAY 169 MILE POINT 22.15, 139.0
 OP1400'FT (42.4 M) EAST OF TRUNK HIGHWAY 169, 36.0 FT (11.0 M) NORTH OF 215TH
 OP1400'STREET, 1.2 FT (0.4 M) EAST OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 OP1401 ***********************************************************************
 OP1401  DESIGNATION -  2208 Z
 OP1401  PID         -  OP1401
 OP1401  STATE/COUNTY-  MN/FARIBAULT
 OP1401  COUNTRY     -  US
 OP1401  USGS QUAD   -  WINNEBAGO (2019)
 OP1401
 OP1401                         *CURRENT SURVEY CONTROL
 OP1401  ______________________________________________________________________
 OP1401* NAD 83(2011) POSITION- 43 48 41.36640(N) 094 10 02.34259(W)   ADJUSTED
 OP1401* NAD 83(2011) ELLIP HT-   295.267 (meters)        (01/17/18)   ADJUSTED
 OP1401* NAD 83(2011) EPOCH   -  2010.00
 OP1401* NAVD 88 ORTHO HEIGHT -   323.532 (meters)     1061.45  (feet) ADJUSTED
 OP1401  ______________________________________________________________________
 OP1401  GEOID HEIGHT    -        -28.258 (meters)                     GEOID18
 OP1401  NAD 83(2011) X  -   -335,021.049 (meters)                     COMP
 OP1401  NAD 83(2011) Y  - -4,598,025.490 (meters)                     COMP
 OP1401  NAD 83(2011) Z  -  4,393,205.292 (meters)                     COMP
 OP1401  LAPLACE CORR    -         -3.40  (seconds)                    DEFLEC18
 OP1401  DYNAMIC HEIGHT  -        323.470 (meters)     1061.25  (feet) COMP
 OP1401  MODELED GRAVITY -    980,419.8   (mgal)                       NAVD 88
 OP1401
 OP1401  VERT ORDER      -  SECOND    CLASS I
 OP1401
 OP1401  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 OP1401  Standards:
 OP1401         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 OP1401            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 OP1401  -------------------------------------------------------------------
 OP1401  NETWORK    0.95   1.96           0.43   0.33   1.00      0.08796536
 OP1401  -------------------------------------------------------------------
 OP1401  Click here for local accuracies and other accuracy information.
 OP1401
 OP1401.The horizontal coordinates were established by GPS observations
 OP1401.and adjusted by the MN DEPT OF TRANSP in January 2018.
 OP1401
 OP1401.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 OP1401.been affixed to the stable North American tectonic plate. See 
 OP1401.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 OP1401
 OP1401.The horizontal coordinates are valid at the epoch date displayed above
 OP1401.which is a decimal equivalence of Year/Month/Day.
 OP1401
 OP1401.The orthometric height was determined by differential leveling and
 OP1401.adjusted by the NATIONAL GEODETIC SURVEY
 OP1401.in June 1995.
 OP1401
 OP1401.Significant digits in the geoid height do not necessarily reflect accuracy.
 OP1401.GEOID18 height accuracy estimate available here.
 OP1401
 OP1401.Click photographs - Photos may exist for this station.
 OP1401
 OP1401.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 OP1401
 OP1401.The Laplace correction was computed from DEFLEC18 derived deflections.
 OP1401
 OP1401.The ellipsoidal height was determined by GPS observations
 OP1401.and is referenced to NAD 83.
 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. The following values were computed from the NAD 83(2011) position.
 OP1401
 OP1401;                    North         East     Units Scale Factor Converg.
 OP1401;SPC MN S     -   190,180.953   786,537.783   MT  0.99999402   -0 07 02.2
 OP1401;SPC MN S     -   623,952.01  2,580,499.38   sFT  0.99999402   -0 07 02.2
 OP1401;UTM  15      - 4,851,598.010   406,115.278   MT  0.99970841   -0 48 29.4
 OP1401
 OP1401!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OP1401!SPC MN S     -   0.99995370  x   0.99999402  =   0.99994772
 OP1401!UTM  15      -   0.99995370  x   0.99970841  =   0.99966213
 OP1401
 OP1401_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVJ0611551598(NAD 83)
 OP1401
 OP1401                          SUPERSEDED SURVEY CONTROL
 OP1401
 OP1401.No superseded survey control is available for this station.
 OP1401
 OP1401_MARKER: DV = VERTICAL CONTROL DISK
 OP1401_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 OP1401_STAMPING: 2208 Z 1985
 OP1401_MARK LOGO: MNDT
 OP1401_PROJECTION: RECESSED 8 CENTIMETERS
 OP1401_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 OP1401_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OP1401_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OP1401+SATELLITE: SATELLITE OBSERVATIONS - June 27, 2018
 OP1401
 OP1401  HISTORY     - Date     Condition        Report By
 OP1401  HISTORY     - 1985     MONUMENTED       MNDT
 OP1401  HISTORY     - 20160518 GOOD             MNDT
 OP1401  HISTORY     - 20170515 GOOD             MNDT
 OP1401  HISTORY     - 20180627 GOOD             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.
 OP1401
 OP1401                          STATION RECOVERY (2016)
 OP1401
 OP1401'RECOVERY NOTE BY MN DEPT OF TRANSP 2016 (MAS)
 OP1401'RECOVERED AS DESCRIBED.
 OP1401
 OP1401                          STATION RECOVERY (2017)
 OP1401
 OP1401'RECOVERY NOTE BY MN DEPT OF TRANSP 2017 (ASL)
 OP1401'3.0 MILES NORTH OF WINNEBAGO, 3.5 MILES NORTH ON TRUNK HIGHWAY 169
 OP1401'FROM THE JUNCTION OF TRUNK HIGHWAY 169 AND TRUNK HIGHWAY 109, 197.0
 OP1401'FEET EAST OF TRUNK HIGHWAY 169, AT TRUNK HIGHWAY 169 MILEPOINT 23.05,
 OP1401'153.5 FEET EAST-SOUTHEAST OF A POWER POLE, 41.5 FEET NORTH OF COUNTY
 OP1401'ROAD 18, 2.5 FEET EAST OF A WITNESS POST.
 OP1401
 OP1401                          STATION RECOVERY (2018)
 OP1401
 OP1401'RECOVERY NOTE BY MN DEPT OF TRANSP 2018 (BDH)
 OP1401'3.0 MI (4.8 KM) NORTH OF WINNEBAGO, 3.5 MI (5.6 KM) NORTH ALONG TRUNK
 OP1401'HIGHWAY 169 FROM THE JUNCTION OF TRUNK HIGHWAY 169 AND TRUNK HIGHWAY
 OP1401'109, 197.0 FT (60.0 M) EAST OF TRUNK HIGHWAY 169, AT TRUNK HIGHWAY 169
 OP1401'MILE POINT 23.05, 41.5 FT (12.6 M) NORTH OF COUNTY ROAD 18, 2.5 FT
 OP1401'(0.8 M) EAST OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DO7485 ***********************************************************************
 DO7485  DESIGNATION -  2210 C
 DO7485  PID         -  DO7485
 DO7485  STATE/COUNTY-  MN/FARIBAULT
 DO7485  COUNTRY     -  US
 DO7485  USGS QUAD   -  BRICELYN (2019)
 DO7485
 DO7485                         *CURRENT SURVEY CONTROL
 DO7485  ______________________________________________________________________
 DO7485* NAD 83(2011) POSITION- 43 34 19.88558(N) 093 48 30.73165(W)   ADJUSTED
 DO7485* NAD 83(2011) ELLIP HT-   328.903 (meters)        (03/18/14)   ADJUSTED
 DO7485* NAD 83(2011) EPOCH   -  2010.00
 DO7485* NAVD 88 ORTHO HEIGHT -   358.040 (meters)     1174.67  (feet) ADJUSTED
 DO7485  ______________________________________________________________________
 DO7485  GEOID HEIGHT    -        -29.137 (meters)                     GEOID18
 DO7485  NAD 83(2011) X  -   -307,443.872 (meters)                     COMP
 DO7485  NAD 83(2011) Y  - -4,618,384.060 (meters)                     COMP
 DO7485  NAD 83(2011) Z  -  4,374,002.916 (meters)                     COMP
 DO7485  LAPLACE CORR    -         -5.30  (seconds)                    DEFLEC18
 DO7485  DYNAMIC HEIGHT  -        357.952 (meters)     1174.38  (feet) COMP
 DO7485  MODELED GRAVITY -    980,364.4   (mgal)                       NAVD 88
 DO7485
 DO7485  VERT ORDER      -  SECOND    CLASS I
 DO7485
 DO7485  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DO7485  Standards:
 DO7485         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DO7485            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DO7485  -------------------------------------------------------------------
 DO7485  NETWORK    0.75   1.08           0.35   0.24   0.55     -0.06280278
 DO7485  -------------------------------------------------------------------
 DO7485  Click here for local accuracies and other accuracy information.
 DO7485
 DO7485.The horizontal coordinates were established by GPS observations
 DO7485.and adjusted by the MN DEPT OF TRANSP in March 2014.
 DO7485
 DO7485.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DO7485.been affixed to the stable North American tectonic plate. See 
 DO7485.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DO7485
 DO7485.The horizontal coordinates are valid at the epoch date displayed above
 DO7485.which is a decimal equivalence of Year/Month/Day.
 DO7485
 DO7485.The orthometric height was determined by differential leveling and
 DO7485.adjusted by the NATIONAL GEODETIC SURVEY
 DO7485.in October 2013.
 DO7485
 DO7485.No vertical observational check was made to the station.
 DO7485
 DO7485.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO7485.GEOID18 height accuracy estimate available here.
 DO7485
 DO7485.Click photographs - Photos may exist for this station.
 DO7485
 DO7485.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DO7485
 DO7485.The Laplace correction was computed from DEFLEC18 derived deflections.
 DO7485
 DO7485.The ellipsoidal height was determined by GPS observations
 DO7485.and is referenced to NAD 83.
 DO7485
 DO7485.The dynamic height is computed by dividing the NAVD 88
 DO7485.geopotential number by the normal gravity value computed on the
 DO7485.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO7485.degrees latitude (g = 980.6199 gals.).
 DO7485
 DO7485.The modeled gravity was interpolated from observed gravity values.
 DO7485
 DO7485. The following values were computed from the NAD 83(2011) position.
 DO7485
 DO7485;                    North         East     Units Scale Factor Converg.
 DO7485;SPC MN S     -   163,596.965   815,467.261   MT  1.00005243   +0 08 03.1
 DO7485;SPC MN S     -   536,734.38  2,675,412.17   sFT  1.00005243   +0 08 03.1
 DO7485;UTM  15      - 4,824,676.289   434,712.224   MT  0.99965243   -0 33 26.3
 DO7485
 DO7485!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DO7485!SPC MN S     -   0.99994843  x   1.00005243  =   1.00000085
 DO7485!UTM  15      -   0.99994843  x   0.99965243  =   0.99960087
 DO7485
 DO7485:                Primary Azimuth Mark                     Grid Az
 DO7485:SPC MN S     -  2210 D                                   000 30 25.6
 DO7485:UTM  15      -  2210 D                                   001 11 55.0
 DO7485
 DO7485_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVJ3471224676(NAD 83)
 DO7485
 DO7485|---------------------------------------------------------------------|
 DO7485| PID    Reference Object                     Distance      Geod. Az  |
 DO7485|                                                           dddmmss.s |
 DO7485| DO7484 2210 D                              APPROX. 1.6 KM 0003828.7 |
 DO7485|---------------------------------------------------------------------|
 DO7485
 DO7485                          SUPERSEDED SURVEY CONTROL
 DO7485
 DO7485.No superseded survey control is available for this station.
 DO7485
 DO7485_MARKER: F = FLANGE-ENCASED ROD
 DO7485_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DO7485_STAMPING: 2210 C 2011
 DO7485_MARK LOGO: MNDT
 DO7485_PROJECTION: RECESSED 5 CENTIMETERS
 DO7485_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DO7485_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DO7485_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DO7485+SATELLITE: SATELLITE OBSERVATIONS - August 28, 2019
 DO7485_ROD/PIPE-DEPTH: 12.2 meters
 DO7485
 DO7485  HISTORY     - Date     Condition        Report By
 DO7485  HISTORY     - 20111005 MONUMENTED       MNDT
 DO7485  HISTORY     - 20120202 GOOD             MNDT
 DO7485  HISTORY     - 20180716 GOOD             MNDT
 DO7485  HISTORY     - 20190828 GOOD             MNDT
 DO7485
 DO7485                          STATION DESCRIPTION
 DO7485
 DO7485'DESCRIBED BY MN DEPT OF TRANSP 2011
 DO7485'THE STATION IS LOCATED ABOUT 5.4 MI (8.7 KM) WEST-NORTHWEST OF
 DO7485'KIESTER, 5.4 MI (8.7 KM) SOUTH-SOUTHEAST OF BRUSH CREEK AND 0.7 MI
 DO7485'(1.1 KM) NORTH-NORTHEAST OF BRICELYN.
 DO7485'
 DO7485'TO REACH THE MARK GO 1.0 MI (1.6 KM) NORTH ALONG TRUNK HIGHWAY 253
 DO7485'FROM THE JUNCTION OF TRUNK HIGHWAY 253 AND COUNTY ROAD 2 IN BRICELYN,
 DO7485'AT TRUNK HIGHWAY 253 MILE POINT 1.0.
 DO7485'
 DO7485'THE MARK IS LOCATED 73.2 FT (22.3 M) WEST OF TRUNK HIGHWAY 253, 44.2
 DO7485'FT (13.5 M) SOUTH OF A FIELD ENTRANCE, 6.5 FT (2.0 M) NORTH OF CABLE
 DO7485'PEDESTAL, 1.5 FT (0.5 M) EAST OF A WITNESS POST.
 DO7485'
 DO7485'NOTE - THE STATION MARK CONSISTS OF A 3/4 INCH (19 MM) DIAMETER
 DO7485'ALUMINUM ROD DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL MARK
 DO7485'REMOVABLE DISK SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY
 DO7485'A SIX-INCH PVC PIPE BACKFILLED WITH WASHED SAND.
 DO7485
 DO7485                          STATION RECOVERY (2012)
 DO7485
 DO7485'RECOVERY NOTE BY MN DEPT OF TRANSP 2012 (PXG)
 DO7485'1.0 MILE NORTH OF BRICELYN, 1.0 MILE NORTH ALONG TRUNK HIGHWAY 253
 DO7485'FROM THE JUNCTION OF TRUNK HIGHWAY 253 AND COUNTY ROAD 2 IN BRICELYN,
 DO7485'AT TRUNK HIGHWAY 253 MILEPOINT 1.0, 73.2 FEET WEST OF TRUNK HIGHWAY
 DO7485'253, 44.2 FEET SOUTH OF FIELD ENTRANCE, 6.5 FEET NORTH OF CABLE
 DO7485'PEDESTAL, 1.5 FEET EAST OF WITNESS POST.
 DO7485
 DO7485                          STATION RECOVERY (2018)
 DO7485
 DO7485'RECOVERY NOTE BY MN DEPT OF TRANSP 2018 (KMS)
 DO7485'1.0 MI (1.6 KM) NORTH OF BRICELYN, 1.0 MI (1.6 KM) NORTH ALONG TRUNK
 DO7485'HIGHWAY 253 FROM THE JUNCTION OF TRUNK HIGHWAY 253 AND COUNTY ROAD 2
 DO7485'IN BRICELYN, AT TRUNK HIGHWAY 253 MILE POINT 1.0, 73.2 FT (22.3 M)
 DO7485'WEST OF TRUNK HIGHWAY 253, 44.2 FT (13.5 M) SOUTH OF A FIELD ENTRANCE,
 DO7485'6.5 FT (2.0 M) NORTH OF A CABLE PEDESTAL, 1.5 FT (0.5 M) EAST OF A
 DO7485'WITNESS POST.
 DO7485
 DO7485                          STATION RECOVERY (2019)
 DO7485
 DO7485'RECOVERY NOTE BY MN DEPT OF TRANSP 2019 (MPP)
 DO7485'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DO7484 ***********************************************************************
 DO7484  DESIGNATION -  2210 D
 DO7484  PID         -  DO7484
 DO7484  STATE/COUNTY-  MN/FARIBAULT
 DO7484  COUNTRY     -  US
 DO7484  USGS QUAD   -  BRICELYN (2019)
 DO7484
 DO7484                         *CURRENT SURVEY CONTROL
 DO7484  ______________________________________________________________________
 DO7484* NAD 83(2011) POSITION- 43 35 12.63023(N) 093 48 29.91943(W)   ADJUSTED
 DO7484* NAD 83(2011) ELLIP HT-   325.495 (meters)        (03/18/14)   ADJUSTED
 DO7484* NAD 83(2011) EPOCH   -  2010.00
 DO7484* NAVD 88 ORTHO HEIGHT -   354.614 (meters)     1163.43  (feet) ADJUSTED
 DO7484  ______________________________________________________________________
 DO7484  GEOID HEIGHT    -        -29.122 (meters)                     GEOID18
 DO7484  NAD 83(2011) X  -   -307,350.986 (meters)                     COMP
 DO7484  NAD 83(2011) Y  - -4,617,263.074 (meters)                     COMP
 DO7484  NAD 83(2011) Z  -  4,375,179.849 (meters)                     COMP
 DO7484  LAPLACE CORR    -         -5.32  (seconds)                    DEFLEC18
 DO7484  DYNAMIC HEIGHT  -        354.528 (meters)     1163.15  (feet) COMP
 DO7484  MODELED GRAVITY -    980,366.3   (mgal)                       NAVD 88
 DO7484
 DO7484  VERT ORDER      -  SECOND    CLASS I
 DO7484
 DO7484  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DO7484  Standards:
 DO7484         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DO7484            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DO7484  -------------------------------------------------------------------
 DO7484  NETWORK    0.84   0.96           0.39   0.27   0.49     -0.08104466
 DO7484  -------------------------------------------------------------------
 DO7484  Click here for local accuracies and other accuracy information.
 DO7484
 DO7484.The horizontal coordinates were established by GPS observations
 DO7484.and adjusted by the MN DEPT OF TRANSP in March 2014.
 DO7484
 DO7484.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DO7484.been affixed to the stable North American tectonic plate. See 
 DO7484.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DO7484
 DO7484.The horizontal coordinates are valid at the epoch date displayed above
 DO7484.which is a decimal equivalence of Year/Month/Day.
 DO7484
 DO7484.The orthometric height was determined by differential leveling and
 DO7484.adjusted by the NATIONAL GEODETIC SURVEY
 DO7484.in October 2013.
 DO7484
 DO7484.No vertical observational check was made to the station.
 DO7484
 DO7484.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO7484.GEOID18 height accuracy estimate available here.
 DO7484
 DO7484.Click photographs - Photos may exist for this station.
 DO7484
 DO7484.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DO7484
 DO7484.The Laplace correction was computed from DEFLEC18 derived deflections.
 DO7484
 DO7484.The ellipsoidal height was determined by GPS observations
 DO7484.and is referenced to NAD 83.
 DO7484
 DO7484.The dynamic height is computed by dividing the NAVD 88
 DO7484.geopotential number by the normal gravity value computed on the
 DO7484.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO7484.degrees latitude (g = 980.6199 gals.).
 DO7484
 DO7484.The modeled gravity was interpolated from observed gravity values.
 DO7484
 DO7484. The following values were computed from the NAD 83(2011) position.
 DO7484
 DO7484;                    North         East     Units Scale Factor Converg.
 DO7484;SPC MN S     -   165,224.903   815,481.670   MT  1.00004836   +0 08 03.7
 DO7484;SPC MN S     -   542,075.37  2,675,459.45   sFT  1.00004836   +0 08 03.7
 DO7484;UTM  15      - 4,826,303.286   434,746.268   MT  0.99965237   -0 33 26.3
 DO7484
 DO7484!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DO7484!SPC MN S     -   0.99994896  x   1.00004836  =   0.99999732
 DO7484!UTM  15      -   0.99994896  x   0.99965237  =   0.99960135
 DO7484
 DO7484:                Primary Azimuth Mark                     Grid Az
 DO7484:SPC MN S     -  2210 C                                   180 30 25.6
 DO7484:UTM  15      -  2210 C                                   181 11 55.6
 DO7484
 DO7484_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVJ3474626303(NAD 83)
 DO7484
 DO7484|---------------------------------------------------------------------|
 DO7484| PID    Reference Object                     Distance      Geod. Az  |
 DO7484|                                                           dddmmss.s |
 DO7484| DO7485 2210 C                              APPROX. 1.6 KM 1803829.3 |
 DO7484|---------------------------------------------------------------------|
 DO7484
 DO7484                          SUPERSEDED SURVEY CONTROL
 DO7484
 DO7484.No superseded survey control is available for this station.
 DO7484
 DO7484_MARKER: F = FLANGE-ENCASED ROD
 DO7484_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DO7484_STAMPING: 2210 D 2011
 DO7484_MARK LOGO: MNDT
 DO7484_PROJECTION: RECESSED 5 CENTIMETERS
 DO7484_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DO7484_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DO7484_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DO7484+SATELLITE: SATELLITE OBSERVATIONS - November 30, 2020
 DO7484_ROD/PIPE-DEPTH: 9.1 meters
 DO7484
 DO7484  HISTORY     - Date     Condition        Report By
 DO7484  HISTORY     - 20111005 MONUMENTED       MNDT
 DO7484  HISTORY     - 20120202 GOOD             MNDT
 DO7484  HISTORY     - 20180716 GOOD             MNDT
 DO7484  HISTORY     - 20201130 GOOD             MNDT
 DO7484
 DO7484                          STATION DESCRIPTION
 DO7484
 DO7484'DESCRIBED BY MN DEPT OF TRANSP 2011
 DO7484'THE STATION IS LOCATED ABOUT 5.9 MI (9.5 KM) EAST OF FROST, 4.5 MI
 DO7484'(7.2 KM) SOUTH-SOUTHEAST OF BRUSH CREEK AND 1.7 MI (2.7 KM) NORTH OF
 DO7484'BRICELYN.
 DO7484'
 DO7484'TO REACH THE MARK GO 2.0 MI (3.2 KM) NORTH ALONG TRUNK HIGHWAY 253
 DO7484'FROM THE JUNCTION OF TRUNK HIGHWAY 253 AND COUNTY ROAD 2 IN BRICELYN,
 DO7484'AT TRUNK HIGHWAY 253 MILE POINT 2.0.
 DO7484'
 DO7484'THE MARK IS LOCATED 72.3 FT (22.0 M) WEST OF TRUNK HIGHWAY 253, 2.0 FT
 DO7484'(0.6 M) NORTH OF EXTENDED 70TH STREET, 27.6 FT (8.4 M) SOUTH OF CABLE
 DO7484'BOX, 1.5 FT (0.5 M) NORTH OF A WITNESS POST.
 DO7484'
 DO7484'NOTE - THE STATION MARK CONSISTS OF A 3/4 INCH (19 MM) DIAMETER
 DO7484'ALUMINUM ROD DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL MARK
 DO7484'REMOVABLE DISK SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY
 DO7484'A SIX-INCH PVC PIPE BACKFILLED WITH WASHED SAND.
 DO7484
 DO7484                          STATION RECOVERY (2012)
 DO7484
 DO7484'RECOVERY NOTE BY MN DEPT OF TRANSP 2012 (MPP)
 DO7484'2.0 MILES NORTH OF BRICELYN, 2.0 MILES NORTH ALONG TRUNK HIGHWAY 253
 DO7484'FROM THE JUNCTION OF TRUNK HIGHWAY 253 AND COUNTY ROAD 2 IN BRICELYN,
 DO7484'AT TRUNK HIGHWAY 253 MILEPOINT 2.0, 72.3 FEET WEST OF TRUNK HIGHWAY
 DO7484'253, 2.0 FEET NORTH OF EXTENDED 70TH  STREET, 27.6 FEET SOUTH OF CABLE
 DO7484'BOX, 1.5 FEET NORTH OF WITNESS POST.
 DO7484
 DO7484                          STATION RECOVERY (2018)
 DO7484
 DO7484'RECOVERY NOTE BY MN DEPT OF TRANSP 2018 (KMS)
 DO7484'2.0 MI (3.2 KM) NORTH OF BRICELYN, 2.0 MI (3.2 KM) NORTH ALONG TRUNK
 DO7484'HIGHWAY 253 FROM THE JUNCTION OF TRUNK HIGHWAY 253 AND COUNTY ROAD 2
 DO7484'IN BRICELYN, AT TRUNK HIGHWAY 253 MILE POINT 2.0, 72.3 FT (22.0 M)
 DO7484'WEST OF TRUNK HIGHWAY 253, 2.0 FT (0.6 M) NORTH OF EXTENDED 70TH
 DO7484'STREET, 27.6 FT (8.4 M) SOUTH OF A CABLE BOX, 1.5 FT (0.5 M) NORTH OF
 DO7484'A WITNESS POST.
 DO7484
 DO7484                          STATION RECOVERY (2020)
 DO7484
 DO7484'RECOVERY NOTE BY MN DEPT OF TRANSP 2020 (KMS)
 DO7484'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DO7480 ***********************************************************************
 DO7480  DESIGNATION -  2210 E
 DO7480  PID         -  DO7480
 DO7480  STATE/COUNTY-  MN/FARIBAULT
 DO7480  COUNTRY     -  US
 DO7480  USGS QUAD   -  BRICELYN (2019)
 DO7480
 DO7480                         *CURRENT SURVEY CONTROL
 DO7480  ______________________________________________________________________
 DO7480* NAD 83(2011) POSITION- 43 37 06.94032(N) 093 48 29.62087(W)   ADJUSTED
 DO7480* NAD 83(2011) ELLIP HT-   323.943 (meters)        (03/18/14)   ADJUSTED
 DO7480* NAD 83(2011) EPOCH   -  2010.00
 DO7480* NAVD 88 ORTHO HEIGHT -   353.037 (meters)     1158.26  (feet) ADJUSTED
 DO7480  ______________________________________________________________________
 DO7480  GEOID HEIGHT    -        -29.094 (meters)                     GEOID18
 DO7480  NAD 83(2011) X  -   -307,182.626 (meters)                     COMP
 DO7480  NAD 83(2011) Y  - -4,614,834.631 (meters)                     COMP
 DO7480  NAD 83(2011) Z  -  4,377,733.584 (meters)                     COMP
 DO7480  LAPLACE CORR    -         -5.52  (seconds)                    DEFLEC18
 DO7480  DYNAMIC HEIGHT  -        352.953 (meters)     1157.98  (feet) COMP
 DO7480  MODELED GRAVITY -    980,370.1   (mgal)                       NAVD 88
 DO7480
 DO7480  VERT ORDER      -  SECOND    CLASS I
 DO7480
 DO7480  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DO7480  Standards:
 DO7480         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DO7480            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DO7480  -------------------------------------------------------------------
 DO7480  NETWORK    0.63   0.73           0.29   0.21   0.37     -0.09064881
 DO7480  -------------------------------------------------------------------
 DO7480  Click here for local accuracies and other accuracy information.
 DO7480
 DO7480.The horizontal coordinates were established by GPS observations
 DO7480.and adjusted by the MN DEPT OF TRANSP in March 2014.
 DO7480
 DO7480.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DO7480.been affixed to the stable North American tectonic plate. See 
 DO7480.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DO7480
 DO7480.The horizontal coordinates are valid at the epoch date displayed above
 DO7480.which is a decimal equivalence of Year/Month/Day.
 DO7480
 DO7480.The orthometric height was determined by differential leveling and
 DO7480.adjusted by the NATIONAL GEODETIC SURVEY
 DO7480.in October 2013.
 DO7480
 DO7480.No vertical observational check was made to the station.
 DO7480
 DO7480.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO7480.GEOID18 height accuracy estimate available here.
 DO7480
 DO7480.Click photographs - Photos may exist for this station.
 DO7480
 DO7480.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DO7480
 DO7480.The Laplace correction was computed from DEFLEC18 derived deflections.
 DO7480
 DO7480.The ellipsoidal height was determined by GPS observations
 DO7480.and is referenced to NAD 83.
 DO7480
 DO7480.The dynamic height is computed by dividing the NAVD 88
 DO7480.geopotential number by the normal gravity value computed on the
 DO7480.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO7480.degrees latitude (g = 980.6199 gals.).
 DO7480
 DO7480.The modeled gravity was interpolated from observed gravity values.
 DO7480
 DO7480. The following values were computed from the NAD 83(2011) position.
 DO7480
 DO7480;                    North         East     Units Scale Factor Converg.
 DO7480;SPC MN S     -   168,752.943   815,480.091   MT  1.00003976   +0 08 03.9
 DO7480;SPC MN S     -   553,650.28  2,675,454.27   sFT  1.00003976   +0 08 03.9
 DO7480;UTM  15      - 4,829,829.707   434,787.272   MT  0.99965231   -0 33 27.3
 DO7480
 DO7480!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DO7480!SPC MN S     -   0.99994920  x   1.00003976  =   0.99998896
 DO7480!UTM  15      -   0.99994920  x   0.99965231  =   0.99960153
 DO7480
 DO7480:                Primary Azimuth Mark                     Grid Az
 DO7480:SPC MN S     -  2210 F                                   001 36 18.9
 DO7480:UTM  15      -  2210 F                                   002 17 50.1
 DO7480
 DO7480_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVJ3478729829(NAD 83)
 DO7480
 DO7480|---------------------------------------------------------------------|
 DO7480| PID    Reference Object                     Distance      Geod. Az  |
 DO7480|                                                           dddmmss.s |
 DO7480| DO7479 2210 F                              APPROX. 1.3 KM 0014422.8 |
 DO7480|---------------------------------------------------------------------|
 DO7480
 DO7480                          SUPERSEDED SURVEY CONTROL
 DO7480
 DO7480.No superseded survey control is available for this station.
 DO7480
 DO7480_MARKER: F = FLANGE-ENCASED ROD
 DO7480_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DO7480_STAMPING: 2210 E 2011
 DO7480_MARK LOGO: MNDT
 DO7480_PROJECTION: RECESSED 5 CENTIMETERS
 DO7480_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DO7480_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DO7480_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DO7480+SATELLITE: SATELLITE OBSERVATIONS - November 30, 2020
 DO7480_ROD/PIPE-DEPTH: 6.1 meters
 DO7480
 DO7480  HISTORY     - Date     Condition        Report By
 DO7480  HISTORY     - 20111005 MONUMENTED       MNDT
 DO7480  HISTORY     - 20120202 GOOD             MNDT
 DO7480  HISTORY     - 20180716 GOOD             MNDT
 DO7480  HISTORY     - 20201130 GOOD             MNDT
 DO7480
 DO7480                          STATION DESCRIPTION
 DO7480
 DO7480'DESCRIBED BY MN DEPT OF TRANSP 2011
 DO7480'THE MARK IS 4.15 MI (6.7 KM) NORTH OF BRICELYN.
 DO7480'
 DO7480'TO REACH THE MARK GO 4.15 MI (6.7 KM) NORTH ALONG TRUNK HIGHWAY 253
 DO7480'FROM THE JUNCTION OF TRUNK HIGHWAY 253 AND COUNTY ROAD 2 IN BRICELYN,
 DO7480'AT TRUNK HIGHWAY 253 MILE POINT 4.15.
 DO7480'
 DO7480'THE MARK IS LOCATED 76.4 FT (23.3 M) WEST OF TRUNK HIGHWAY 253, 35.0
 DO7480'FT (10.7 M) SOUTH OF A FIELD ENTRANCE, 1.5 FT (0.5 M) EAST OF A
 DO7480'WITNESS POST.
 DO7480'
 DO7480'NOTE - THE STATION MARK CONSISTS OF A 3/4 INCH (19 MM) DIAMETER
 DO7480'ALUMINUM ROD DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL MARK
 DO7480'REMOVABLE DISK SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY
 DO7480'A SIX-INCH PVC PIPE BACKFILLED WITH WASHED SAND.
 DO7480
 DO7480                          STATION RECOVERY (2012)
 DO7480
 DO7480'RECOVERY NOTE BY MN DEPT OF TRANSP 2012 (KXS)
 DO7480'4.15 MILES NORTH OF BRICELYN, 4.15 MILES NORTH ALONG TRUNK HIGHWAY 253
 DO7480'FROM THE JUNCTION OF TRUNK HIGHWAY 253 AND COUNTY ROAD 2 IN BRICELYN,
 DO7480'AT TRUNK HIGHWAY 253 MILEPOINT 4.15, 76.4 FEET WEST OF TRUNK HIGHWAY
 DO7480'253, 35.0 FEET SOUTH OF FIELD ENTRANCE, 1.5 FEET EAST OF WITNESS POST.
 DO7480
 DO7480                          STATION RECOVERY (2018)
 DO7480
 DO7480'RECOVERY NOTE BY MN DEPT OF TRANSP 2018 (KMS)
 DO7480'4.15 MI (6.68 KM) NORTH OF BRICELYN, 4.15 MI (6.68 KM) NORTH ALONG
 DO7480'TRUNK HIGHWAY 253 FROM THE JUNCTION OF TRUNK HIGHWAY 253 AND COUNTY
 DO7480'ROAD 2 IN BRICELYN, AT TRUNK HIGHWAY 253 MILE POINT 4.15, 76.4 FT
 DO7480'(23.3 M) WEST OF TRUNK HIGHWAY 253, 35.0 FT (10.7 M) SOUTH OF A FIELD
 DO7480'ENTRANCE, 1.5 FT (0.5 M) EAST OF A WITNESS POST.
 DO7480
 DO7480                          STATION RECOVERY (2020)
 DO7480
 DO7480'RECOVERY NOTE BY MN DEPT OF TRANSP 2020 (KMS)
 DO7480'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DO7479 ***********************************************************************
 DO7479  DESIGNATION -  2210 F
 DO7479  PID         -  DO7479
 DO7479  STATE/COUNTY-  MN/FARIBAULT
 DO7479  COUNTRY     -  US
 DO7479  USGS QUAD   -  BRUSH CREEK (2019)
 DO7479
 DO7479                         *CURRENT SURVEY CONTROL
 DO7479  ______________________________________________________________________
 DO7479* NAD 83(2011) POSITION- 43 37 50.01200(N) 093 48 27.81985(W)   ADJUSTED
 DO7479* NAD 83(2011) ELLIP HT-   329.369 (meters)        (03/18/14)   ADJUSTED
 DO7479* NAD 83(2011) EPOCH   -  2010.00
 DO7479* NAVD 88 ORTHO HEIGHT -   358.459 (meters)     1176.04  (feet) ADJUSTED
 DO7479  ______________________________________________________________________
 DO7479  GEOID HEIGHT    -        -29.088 (meters)                     GEOID18
 DO7479  NAD 83(2011) X  -   -307,081.684 (meters)                     COMP
 DO7479  NAD 83(2011) Y  - -4,613,926.086 (meters)                     COMP
 DO7479  NAD 83(2011) Z  -  4,378,699.624 (meters)                     COMP
 DO7479  LAPLACE CORR    -         -5.59  (seconds)                    DEFLEC18
 DO7479  DYNAMIC HEIGHT  -        358.374 (meters)     1175.77  (feet) COMP
 DO7479  MODELED GRAVITY -    980,371.4   (mgal)                       NAVD 88
 DO7479
 DO7479  VERT ORDER      -  SECOND    CLASS I
 DO7479
 DO7479  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DO7479  Standards:
 DO7479         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DO7479            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DO7479  -------------------------------------------------------------------
 DO7479  NETWORK    0.54   0.63           0.25   0.18   0.32     -0.06098487
 DO7479  -------------------------------------------------------------------
 DO7479  Click here for local accuracies and other accuracy information.
 DO7479
 DO7479.The horizontal coordinates were established by GPS observations
 DO7479.and adjusted by the MN DEPT OF TRANSP in March 2014.
 DO7479
 DO7479.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DO7479.been affixed to the stable North American tectonic plate. See 
 DO7479.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DO7479
 DO7479.The horizontal coordinates are valid at the epoch date displayed above
 DO7479.which is a decimal equivalence of Year/Month/Day.
 DO7479
 DO7479.The orthometric height was determined by differential leveling and
 DO7479.adjusted by the NATIONAL GEODETIC SURVEY
 DO7479.in October 2013.
 DO7479
 DO7479.No vertical observational check was made to the station.
 DO7479
 DO7479.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO7479.GEOID18 height accuracy estimate available here.
 DO7479
 DO7479.Click photographs - Photos may exist for this station.
 DO7479
 DO7479.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DO7479
 DO7479.The Laplace correction was computed from DEFLEC18 derived deflections.
 DO7479
 DO7479.The ellipsoidal height was determined by GPS observations
 DO7479.and is referenced to NAD 83.
 DO7479
 DO7479.The dynamic height is computed by dividing the NAVD 88
 DO7479.geopotential number by the normal gravity value computed on the
 DO7479.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO7479.degrees latitude (g = 980.6199 gals.).
 DO7479
 DO7479.The modeled gravity was interpolated from observed gravity values.
 DO7479
 DO7479. The following values were computed from the NAD 83(2011) position.
 DO7479
 DO7479;                    North         East     Units Scale Factor Converg.
 DO7479;SPC MN S     -   170,082.384   815,517.348   MT  1.00003660   +0 08 05.2
 DO7479;SPC MN S     -   558,011.95  2,675,576.50   sFT  1.00003660   +0 08 05.2
 DO7479;UTM  15      - 4,831,158.087   434,840.563   MT  0.99965222   -0 33 26.5
 DO7479
 DO7479!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DO7479!SPC MN S     -   0.99994835  x   1.00003660  =   0.99998495
 DO7479!UTM  15      -   0.99994835  x   0.99965222  =   0.99960059
 DO7479
 DO7479:                Primary Azimuth Mark                     Grid Az
 DO7479:SPC MN S     -  2210 E                                   181 36 18.9
 DO7479:UTM  15      -  2210 E                                   182 17 50.6
 DO7479
 DO7479_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVJ3484031158(NAD 83)
 DO7479
 DO7479|---------------------------------------------------------------------|
 DO7479| PID    Reference Object                     Distance      Geod. Az  |
 DO7479|                                                           dddmmss.s |
 DO7479| DO7480 2210 E                              APPROX. 1.3 KM 1814424.1 |
 DO7479|---------------------------------------------------------------------|
 DO7479
 DO7479                          SUPERSEDED SURVEY CONTROL
 DO7479
 DO7479.No superseded survey control is available for this station.
 DO7479
 DO7479_MARKER: F = FLANGE-ENCASED ROD
 DO7479_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DO7479_STAMPING: 2210 F 2011
 DO7479_MARK LOGO: MNDT
 DO7479_PROJECTION: RECESSED 5 CENTIMETERS
 DO7479_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DO7479_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DO7479_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DO7479+SATELLITE: SATELLITE OBSERVATIONS - November 30, 2020
 DO7479_ROD/PIPE-DEPTH: 7.6 meters
 DO7479
 DO7479  HISTORY     - Date     Condition        Report By
 DO7479  HISTORY     - 20110401 MONUMENTED       MNDT
 DO7479  HISTORY     - 20120202 GOOD             MNDT
 DO7479  HISTORY     - 20160706 GOOD             MNDT
 DO7479  HISTORY     - 20180716 GOOD             MNDT
 DO7479  HISTORY     - 20201130 GOOD             MNDT
 DO7479
 DO7479                          STATION DESCRIPTION
 DO7479
 DO7479'DESCRIBED BY MN DEPT OF TRANSP 2011 (PJG)
 DO7479'THE MARK IS 5.05 MI (8.1 KM) NORTH OF BRICELYN.
 DO7479'
 DO7479'TO REACH THE MARK GO 5.05 MI (8.1 KM) NORTH ALONG TRUNK HIGHWAY 253
 DO7479'FROM THE JUNCTION OF TRUNK HIGHWAY 253 AND COUNTY ROAD 2 IN BRICELYN,
 DO7479'AT TRUNK HIGHWAY 253 MILE POINT 5.05, 60 FT (18.3 M) EAST OF TRUNK
 DO7479'HIGHWAY 253.
 DO7479'
 DO7479'THE MARK IS LOCATED 102.9 FT (31.4 M) NORTH OF 100TH STREET, 19.6 FT
 DO7479'(6.0 M) SOUTH OF CABLE BOX, 68.1 FT (20.8 M) NORTH OF POWER POLE WITH
 DO7479'4 GUY WIRES, 1.5 FT (0.5 M) EAST OF A WITNESS POST.
 DO7479'
 DO7479'NOTE - THE STATION MARK CONSISTS OF A 3/4 INCH (19 MM) DIAMETER
 DO7479'ALUMINUM ROD DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL MARK
 DO7479'REMOVABLE DISK SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY
 DO7479'A SIX-INCH PVC PIPE BACKFILLED WITH WASHED SAND.
 DO7479
 DO7479                          STATION RECOVERY (2012)
 DO7479
 DO7479'RECOVERY NOTE BY MN DEPT OF TRANSP 2012 (SXK)
 DO7479'5.05 MILES NORTH OF BRICELYN, 5.05 MILES NORTH ALONG TRUNK HIGHWAY 253
 DO7479'FROM THE JUNCTION OF TRUNK HIGHWAY 253 AND COUNTY ROAD 2 IN BRICELYN,
 DO7479'AT TRUNK HIGHWAY 253 MILEPOINT 5.05, 60 FEET EAST OF TRUNK HIGHWAY
 DO7479'253, 102.9 FEET NORTH OF 100TH STREET, 19.6 FEET SOUTH OF CABLE BOX,
 DO7479'68.1 FEET NORTH OF POWER POLE WITH 4 GUY WIRES, 1.5 FEET EAST OF
 DO7479'WITNESS POST.
 DO7479
 DO7479                          STATION RECOVERY (2016)
 DO7479
 DO7479'RECOVERY NOTE BY MN DEPT OF TRANSP 2016 (MAS)
 DO7479'RECOVERED IN GOOD CONDITION.
 DO7479
 DO7479                          STATION RECOVERY (2018)
 DO7479
 DO7479'RECOVERY NOTE BY MN DEPT OF TRANSP 2018 (KMS)
 DO7479'5.05 MI (8.13 KM) NORTH OF BRICELYN, 5.05 MI (8.13 KM) NORTH ALONG
 DO7479'TRUNK HIGHWAY 253 FROM THE JUNCTION OF TRUNK HIGHWAY 253 AND COUNTY
 DO7479'ROAD 2 IN BRICELYN, AT TRUNK HIGHWAY 253 MILE POINT 5.05, 60.0 FT
 DO7479'(18.3 M) EAST OF TRUNK HIGHWAY 253, 102.9 FT (31.4 M) NORTH OF 100TH
 DO7479'STREET, 19.6 FT (6.0 M) SOUTH-SOUTHWEST OF A CABLE BOX, 68.1 FT (20.8
 DO7479'M) NORTH OF A POWER POLE WITH 4 GUY WIRES, 1.5 FT (0.5 M) WEST OF A
 DO7479'WITNESS POST.
 DO7479
 DO7479                          STATION RECOVERY (2020)
 DO7479
 DO7479'RECOVERY NOTE BY MN DEPT OF TRANSP 2020 (KMS)
 DO7479'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 OO1339 ***********************************************************************
 OO1339  DESIGNATION -  2211 A
 OO1339  PID         -  OO1339
 OO1339  STATE/COUNTY-  MN/FARIBAULT
 OO1339  COUNTRY     -  US
 OO1339  USGS QUAD   -  OZA TANKA LAKEBED (2019)
 OO1339
 OO1339                         *CURRENT SURVEY CONTROL
 OO1339  ______________________________________________________________________
 OO1339* NAD 83(1986) POSITION- 43 38 41.36   (N) 093 55 42.49   (W)   HD_HELD1
 OO1339* NAVD 88 ORTHO HEIGHT -   335.104 (meters)     1099.42  (feet) ADJUSTED
 OO1339  ______________________________________________________________________
 OO1339  GEOID HEIGHT    -        -28.781 (meters)                     GEOID18
 OO1339  DYNAMIC HEIGHT  -        335.030 (meters)     1099.18  (feet) COMP
 OO1339  MODELED GRAVITY -    980,390.0   (mgal)                       NAVD 88
 OO1339
 OO1339  VERT ORDER      -  SECOND    CLASS I
 OO1339
 OO1339.The horizontal coordinates were determined by differentially corrected
 OO1339.hand held GPS observations or other comparable positioning techniques
 OO1339.and have an estimated accuracy of +/- 3 meters.
 OO1339
 OO1339.The orthometric height was determined by differential leveling and
 OO1339.adjusted by the NATIONAL GEODETIC SURVEY
 OO1339.in May 2019.
 OO1339
 OO1339.Significant digits in the geoid height do not necessarily reflect accuracy.
 OO1339.GEOID18 height accuracy estimate available here.
 OO1339
 OO1339.Click photographs - Photos may exist for this station.
 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     -   171,651.4     805,771.5     MT  (+/- 3 meters HH1 GPS) 
 OO1339
 OO1339_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVJ2511832844(NAD 83)
 OO1339
 OO1339                          SUPERSEDED SURVEY CONTROL
 OO1339
 OO1339  NAVD 88 (06/15/91)  335.067  (m)         1099.30   (f) SUPERSEDED  2 1
 OO1339
 OO1339.Superseded values are not recommended for survey control.
 OO1339
 OO1339.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OO1339.See file dsdata.pdf to determine how the superseded data were derived.
 OO1339
 OO1339_MARKER: DV = VERTICAL CONTROL DISK
 OO1339_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 OO1339_STAMPING: 2211 A 1980
 OO1339_MARK LOGO: MNHD
 OO1339_PROJECTION: FLUSH
 OO1339_MAGNETIC: I = MARKER IS A STEEL ROD
 OO1339_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OO1339_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 OO1339+SATELLITE: SATELLITE OBSERVATIONS - July 11, 2018
 OO1339
 OO1339  HISTORY     - Date     Condition        Report By
 OO1339  HISTORY     - 1980     MONUMENTED       MNDT
 OO1339  HISTORY     - 20160526 GOOD             MNDT
 OO1339  HISTORY     - 20180711 GOOD             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.
 OO1339
 OO1339                          STATION RECOVERY (2016)
 OO1339
 OO1339'RECOVERY NOTE BY MN DEPT OF TRANSP 2016 (MAS)
 OO1339'RECOVERED AS DESCRIBED.
 OO1339
 OO1339                          STATION RECOVERY (2018)
 OO1339
 OO1339'RECOVERY NOTE BY MN DEPT OF TRANSP 2018 (KDJ)
 OO1339'4.2 MI (6.8 KM) NORTH OF FROST, 4.0 MI (6.4 KM) NORTH ALONG TRUNK
 OO1339'HIGHWAY 254 FROM THE JUNCTION OF TRUNK HIGHWAY 254 AND COUNTY ROAD 4
 OO1339'IN FROST, AT TRUNK HIGHWAY 254 MILE POINT 10.05, 198.6 FT (60.5 M)
 OO1339'WEST OF TRUNK HIGHWAY 254, 70.0 FT (21.3 M) NORTH OF COUNTY ROAD 16,
 OO1339'122.7 FT (37.4 M) WEST OF A POWER POLE, 1.9 FT (0.6 M) SOUTHEAST OF A
 OO1339'POWER POLE, 0.8 FT (24 CM) SOUTH OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 OO1341 ***********************************************************************
 OO1341  DESIGNATION -  2211 B
 OO1341  PID         -  OO1341
 OO1341  STATE/COUNTY-  MN/FARIBAULT
 OO1341  COUNTRY     -  US
 OO1341  USGS QUAD   -  OZA TANKA LAKEBED (2019)
 OO1341
 OO1341                         *CURRENT SURVEY CONTROL
 OO1341  ______________________________________________________________________
 OO1341* NAD 83(1986) POSITION- 43 38 21.07   (N) 093 55 39.69   (W)   HD_HELD1
 OO1341* NAVD 88 ORTHO HEIGHT -   335.668 (meters)     1101.27  (feet) ADJUSTED
 OO1341  ______________________________________________________________________
 OO1341  GEOID HEIGHT    -        -28.782 (meters)                     GEOID18
 OO1341  DYNAMIC HEIGHT  -        335.594 (meters)     1101.03  (feet) COMP
 OO1341  MODELED GRAVITY -    980,389.6   (mgal)                       NAVD 88
 OO1341
 OO1341  VERT ORDER      -  SECOND    CLASS I
 OO1341
 OO1341.The horizontal coordinates were determined by differentially corrected
 OO1341.hand held GPS observations or other comparable positioning techniques
 OO1341.and have an estimated accuracy of +/- 3 meters.
 OO1341
 OO1341.The orthometric height was determined by differential leveling and
 OO1341.adjusted by the NATIONAL GEODETIC SURVEY
 OO1341.in May 2019.
 OO1341
 OO1341.Significant digits in the geoid height do not necessarily reflect accuracy.
 OO1341.GEOID18 height accuracy estimate available here.
 OO1341
 OO1341.Click photographs - Photos may exist for this station.
 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     -   171,025.3     805,834.8     MT  (+/- 3 meters HH1 GPS) 
 OO1341
 OO1341_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVJ2517332217(NAD 83)
 OO1341
 OO1341                          SUPERSEDED SURVEY CONTROL
 OO1341
 OO1341  NAVD 88 (06/15/91)  335.663  (m)         1101.25   (f) SUPERSEDED  2 1
 OO1341
 OO1341.Superseded values are not recommended for survey control.
 OO1341
 OO1341.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OO1341.See file dsdata.pdf to determine how the superseded data were derived.
 OO1341
 OO1341_MARKER: DB = BENCH MARK DISK
 OO1341_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 OO1341_SP_SET: BRIDGE ABUTMENT
 OO1341_STAMPING: 2211 B 1980
 OO1341_MARK LOGO: MNHD
 OO1341_MAGNETIC: N = NO MAGNETIC MATERIAL
 OO1341_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OO1341_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 OO1341+SATELLITE: SATELLITE OBSERVATIONS - July 11, 2018
 OO1341
 OO1341  HISTORY     - Date     Condition        Report By
 OO1341  HISTORY     - 1980     MONUMENTED       MNHD
 OO1341  HISTORY     - 20160526 GOOD             MNDT
 OO1341  HISTORY     - 20180711 GOOD             MNDT
 OO1341
 OO1341                          STATION DESCRIPTION
 OO1341
 OO1341'DESCRIBED BY MN HIGHWAY DEPT 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.
 OO1341
 OO1341                          STATION RECOVERY (2016)
 OO1341
 OO1341'RECOVERY NOTE BY MN DEPT OF TRANSP 2016 (MAS)
 OO1341'RECOVERED AS DESCRIBED.
 OO1341
 OO1341                          STATION RECOVERY (2018)
 OO1341
 OO1341'RECOVERY NOTE BY MN DEPT OF TRANSP 2018 (KDJ)
 OO1341'3.8 MI (6.1 KM) NORTH OF FROST, IN THE SOUTHEAST CORNER OF TRUNK
 OO1341'HIGHWAY 254 BRIDGE NUMBER 6875 OVER THE EAST BRANCH OF THE BLUE EARTH
 OO1341'RIVER, 3.7 MI (6.0 KM) NORTH ALONG TRUNK HIGHWAY 254 FROM THE JUNCTION
 OO1341'OF TRUNK HIGHWAY 254 AND COUNTY ROAD 4 IN FROST, AT TRUNK HIGHWAY 254
 OO1341'MILE POINT 9.65, 18.5 FT (5.6 M) EAST OF TRUNK HIGHWAY 254.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DQ5853 ***********************************************************************
 DQ5853  DESIGNATION -  2211 C
 DQ5853  PID         -  DQ5853
 DQ5853  STATE/COUNTY-  MN/FARIBAULT
 DQ5853  COUNTRY     -  US
 DQ5853  USGS QUAD   -  FROST (2019)
 DQ5853
 DQ5853                         *CURRENT SURVEY CONTROL
 DQ5853  ______________________________________________________________________
 DQ5853* NAD 83(1986) POSITION- 43 35 03.46   (N) 093 55 40.50   (W)   HD_HELD1
 DQ5853* NAVD 88 ORTHO HEIGHT -   341.656 (meters)     1120.92  (feet) ADJUSTED
 DQ5853  ______________________________________________________________________
 DQ5853  GEOID HEIGHT    -        -28.807 (meters)                     GEOID18
 DQ5853  DYNAMIC HEIGHT  -        341.580 (meters)     1120.67  (feet) COMP
 DQ5853  MODELED GRAVITY -    980,386.6   (mgal)                       NAVD 88
 DQ5853
 DQ5853  VERT ORDER      -  SECOND    CLASS I
 DQ5853
 DQ5853.The horizontal coordinates were determined by differentially corrected
 DQ5853.hand held GPS observations or other comparable positioning techniques
 DQ5853.and have an estimated accuracy of +/- 3 meters.
 DQ5853
 DQ5853.The orthometric height was determined by differential leveling and
 DQ5853.adjusted by the NATIONAL GEODETIC SURVEY
 DQ5853.in May 2019.
 DQ5853
 DQ5853.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ5853.GEOID18 height accuracy estimate available here.
 DQ5853
 DQ5853.Click photographs - Photos may exist for this station.
 DQ5853
 DQ5853.The dynamic height is computed by dividing the NAVD 88
 DQ5853.geopotential number by the normal gravity value computed on the
 DQ5853.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ5853.degrees latitude (g = 980.6199 gals.).
 DQ5853
 DQ5853.The modeled gravity was interpolated from observed gravity values.
 DQ5853
 DQ5853;                    North         East    Units  Estimated Accuracy
 DQ5853;SPC MN S     -   164,926.3     805,822.0     MT  (+/- 3 meters HH1 GPS) 
 DQ5853
 DQ5853_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVJ2508726121(NAD 83)
 DQ5853
 DQ5853                          SUPERSEDED SURVEY CONTROL
 DQ5853
 DQ5853.No superseded survey control is available for this station.
 DQ5853
 DQ5853_MARKER: F = FLANGE-ENCASED ROD
 DQ5853_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DQ5853_STAMPING: 2211 C 2016
 DQ5853_MARK LOGO: MNDT
 DQ5853_PROJECTION: RECESSED 5 CENTIMETERS
 DQ5853_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DQ5853_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ5853_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ5853+SATELLITE: SATELLITE OBSERVATIONS - November 24, 2020
 DQ5853_ROD/PIPE-DEPTH: 8.8 meters
 DQ5853
 DQ5853  HISTORY     - Date     Condition        Report By
 DQ5853  HISTORY     - 20160621 MONUMENTED       MNDT
 DQ5853  HISTORY     - 20180711 GOOD             MNDT
 DQ5853  HISTORY     - 20201124 GOOD             MNDT
 DQ5853
 DQ5853                          STATION DESCRIPTION
 DQ5853
 DQ5853'DESCRIBED BY MN DEPT OF TRANSP 2016
 DQ5853'THE STATION IS LOCATED ABOUT 6.0 MI (9.7 KM) WEST-NORTHWEST OF
 DQ5853'BRICELYN, 5.8 MI (9.3 KM) SOUTHWEST OF BRUSH CREEK AND IN THE TOWN OF
 DQ5853'FROST, MN.
 DQ5853'
 DQ5853'TO REACH THE MARK AT THE JUNCTION OF TRUNK HIGHWAY 254 AND COUNTY ROAD
 DQ5853'55 (1ST STREET) IN FROST, AT TRUNK HIGHWAY 254 MILE POINT 5.95.
 DQ5853'
 DQ5853'THE MARK IS LOCATED 50.2 FT (15.3 M) EAST OF TRUNK HIGHWAY 254, 67.9
 DQ5853'FT (20.7 M) NORTH OF COUNTY ROAD 55, 1.5 FT (0.5 M) WEST OF A WITNESS
 DQ5853'POST.
 DQ5853'
 DQ5853'NOTE-THE STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM ROD
 DQ5853'DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION REMOVABLE DISK
 DQ5853'SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH PVC
 DQ5853'PIPE BACK FILLED WITH WASHED SAND.
 DQ5853
 DQ5853                          STATION RECOVERY (2018)
 DQ5853
 DQ5853'RECOVERY NOTE BY MN DEPT OF TRANSP 2018 (KDJ)
 DQ5853'IN FROST, AT THE JUNCTION OF TRUNK HIGHWAY 254 AND COUNTY ROAD 55 (1ST
 DQ5853'STREET) IN FROST, AT TRUNK HIGHWAY 254 MILE POINT 5.95, 50.2 FT (15.3
 DQ5853'M) EAST OF TRUNK HIGHWAY 254, 67.9 FT (20.7 M) NORTH OF COUNTY ROAD
 DQ5853'55, 1.5 FT (0.5 M) WEST OF A WITNESS POST.
 DQ5853
 DQ5853                          STATION RECOVERY (2020)
 DQ5853
 DQ5853'RECOVERY NOTE BY MN DEPT OF TRANSP 2020 (KMS)
 DQ5853'IN FROST, AT THE JUNCTION OF COUNTY ROAD 17 AND COUNTY ROAD 55 (1ST
 DQ5853'STREET) IN FROST, 67.9 FT (20.7 M) NORTH OF COUNTY ROAD 55, 50.2 FT
 DQ5853'(15.3 M) EAST OF COUNTY ROAD 17, 1.5 FT (0.5 M) WEST OF A WITNESS
 DQ5853'POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DQ5850 ***********************************************************************
 DQ5850  DESIGNATION -  2211 D
 DQ5850  PID         -  DQ5850
 DQ5850  STATE/COUNTY-  MN/FARIBAULT
 DQ5850  COUNTRY     -  US
 DQ5850  USGS QUAD   -  FROST (2019)
 DQ5850
 DQ5850                         *CURRENT SURVEY CONTROL
 DQ5850  ______________________________________________________________________
 DQ5850* NAD 83(1986) POSITION- 43 37 10.03   (N) 093 55 41.30   (W)   HD_HELD1
 DQ5850* NAVD 88 ORTHO HEIGHT -   337.250 (meters)     1106.46  (feet) ADJUSTED
 DQ5850  ______________________________________________________________________
 DQ5850  GEOID HEIGHT    -        -28.785 (meters)                     GEOID18
 DQ5850  DYNAMIC HEIGHT  -        337.175 (meters)     1106.21  (feet) COMP
 DQ5850  MODELED GRAVITY -    980,388.9   (mgal)                       NAVD 88
 DQ5850
 DQ5850  VERT ORDER      -  SECOND    CLASS I
 DQ5850
 DQ5850.The horizontal coordinates were determined by differentially corrected
 DQ5850.hand held GPS observations or other comparable positioning techniques
 DQ5850.and have an estimated accuracy of +/- 3 meters.
 DQ5850
 DQ5850.The orthometric height was determined by differential leveling and
 DQ5850.adjusted by the NATIONAL GEODETIC SURVEY
 DQ5850.in May 2019.
 DQ5850
 DQ5850.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ5850.GEOID18 height accuracy estimate available here.
 DQ5850
 DQ5850.Click photographs - Photos may exist for this station.
 DQ5850
 DQ5850.The dynamic height is computed by dividing the NAVD 88
 DQ5850.geopotential number by the normal gravity value computed on the
 DQ5850.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ5850.degrees latitude (g = 980.6199 gals.).
 DQ5850
 DQ5850.The modeled gravity was interpolated from observed gravity values.
 DQ5850
 DQ5850;                    North         East    Units  Estimated Accuracy
 DQ5850;SPC MN S     -   168,832.7     805,800.6     MT  (+/- 3 meters HH1 GPS) 
 DQ5850
 DQ5850_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVJ2511330026(NAD 83)
 DQ5850
 DQ5850                          SUPERSEDED SURVEY CONTROL
 DQ5850
 DQ5850.No superseded survey control is available for this station.
 DQ5850
 DQ5850_MARKER: F = FLANGE-ENCASED ROD
 DQ5850_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DQ5850_STAMPING: 2211 D 2016
 DQ5850_MARK LOGO: MNDT
 DQ5850_PROJECTION: RECESSED 5 CENTIMETERS
 DQ5850_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DQ5850_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ5850_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ5850+SATELLITE: SATELLITE OBSERVATIONS - July 11, 2018
 DQ5850_ROD/PIPE-DEPTH: 11.9 meters
 DQ5850
 DQ5850  HISTORY     - Date     Condition        Report By
 DQ5850  HISTORY     - 20160621 MONUMENTED       MNDT
 DQ5850  HISTORY     - 20180711 GOOD             MNDT
 DQ5850
 DQ5850                          STATION DESCRIPTION
 DQ5850
 DQ5850'DESCRIBED BY MN DEPT OF TRANSP 2016
 DQ5850'THE MARK IS LOCATED ABOUT 2.3 MI (3.7 KM) NORTH OF FROST.
 DQ5850'
 DQ5850'TO REACH THE MARK GO 2.3 MI (3.7 KM) NORTH ALONG TRUNK HIGHWAY 254
 DQ5850'FROM THE JUNCTION OF TRUNK HIGHWAY 254 AND COUNTY ROAD 4/112 IN FROST,
 DQ5850'AT TRUNK HIGHWAY 254 MILE POINT 8.3.
 DQ5850'
 DQ5850'THE MARK IS LOCATED 68.8 FT (21.0 M) WEST OF TRUNK HIGHWAY 254, 49.3
 DQ5850'FT (15.0 M) NORTH-NORTHEAST OF POWER POLE, 1.5 FT (0.5 M) EAST OF A
 DQ5850'WITNESS POST.
 DQ5850'
 DQ5850'NOTE-THE STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM ROD
 DQ5850'DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION REMOVABLE DISK
 DQ5850'SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH PVC
 DQ5850'PIPE BACK FILLED WITH WASHED SAND.
 DQ5850
 DQ5850                          STATION RECOVERY (2018)
 DQ5850
 DQ5850'RECOVERY NOTE BY MN DEPT OF TRANSP 2018 (KDJ)
 DQ5850'2.3 MI (3.7 KM) NORTH OF FROST, 2.3 MI (3.7 KM) NORTH ALONG TRUNK
 DQ5850'HIGHWAY 254 FROM THE JUNCTION OF TRUNK HIGHWAY 254 AND COUNTY ROAD
 DQ5850'4/COUNTY ROAD 112 IN FROST, AT TRUNK HIGHWAY 254 MILE POINT 8.3, 68.8
 DQ5850'FT (21.0 M) WEST OF TRUNK HIGHWAY 254, 49.3 FT (15.0 M)
 DQ5850'NORTH-NORTHEAST OF A POWER POLE, 1.5 FT (0.5 M) EAST OF A WITNESS
 DQ5850'POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DQ5849 ***********************************************************************
 DQ5849  DESIGNATION -  2211 E
 DQ5849  PID         -  DQ5849
 DQ5849  STATE/COUNTY-  MN/FARIBAULT
 DQ5849  COUNTRY     -  US
 DQ5849  USGS QUAD   -  OZA TANKA LAKEBED (2019)
 DQ5849
 DQ5849                         *CURRENT SURVEY CONTROL
 DQ5849  ______________________________________________________________________
 DQ5849* NAD 83(1986) POSITION- 43 37 55.27   (N) 093 55 41.15   (W)   HD_HELD1
 DQ5849* NAVD 88 ORTHO HEIGHT -   339.749 (meters)     1114.66  (feet) ADJUSTED
 DQ5849  ______________________________________________________________________
 DQ5849  GEOID HEIGHT    -        -28.781 (meters)                     GEOID18
 DQ5849  DYNAMIC HEIGHT  -        339.674 (meters)     1114.41  (feet) COMP
 DQ5849  MODELED GRAVITY -    980,389.4   (mgal)                       NAVD 88
 DQ5849
 DQ5849  VERT ORDER      -  SECOND    CLASS I
 DQ5849
 DQ5849.The horizontal coordinates were determined by differentially corrected
 DQ5849.hand held GPS observations or other comparable positioning techniques
 DQ5849.and have an estimated accuracy of +/- 3 meters.
 DQ5849
 DQ5849.The orthometric height was determined by differential leveling and
 DQ5849.adjusted by the NATIONAL GEODETIC SURVEY
 DQ5849.in May 2019.
 DQ5849
 DQ5849.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ5849.GEOID18 height accuracy estimate available here.
 DQ5849
 DQ5849.Click photographs - Photos may exist for this station.
 DQ5849
 DQ5849.The dynamic height is computed by dividing the NAVD 88
 DQ5849.geopotential number by the normal gravity value computed on the
 DQ5849.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ5849.degrees latitude (g = 980.6199 gals.).
 DQ5849
 DQ5849.The modeled gravity was interpolated from observed gravity values.
 DQ5849
 DQ5849;                    North         East    Units  Estimated Accuracy
 DQ5849;SPC MN S     -   170,229.0     805,802.8     MT  (+/- 3 meters HH1 GPS) 
 DQ5849
 DQ5849_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVJ2513231421(NAD 83)
 DQ5849
 DQ5849                          SUPERSEDED SURVEY CONTROL
 DQ5849
 DQ5849.No superseded survey control is available for this station.
 DQ5849
 DQ5849_MARKER: F = FLANGE-ENCASED ROD
 DQ5849_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DQ5849_STAMPING: 2211 E 2016
 DQ5849_MARK LOGO: MNDT
 DQ5849_PROJECTION: RECESSED 5 CENTIMETERS
 DQ5849_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DQ5849_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ5849_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ5849+SATELLITE: SATELLITE OBSERVATIONS - July 11, 2018
 DQ5849_ROD/PIPE-DEPTH: 12.8 meters
 DQ5849
 DQ5849  HISTORY     - Date     Condition        Report By
 DQ5849  HISTORY     - 20160621 MONUMENTED       MNDT
 DQ5849  HISTORY     - 20180711 GOOD             MNDT
 DQ5849
 DQ5849                          STATION DESCRIPTION
 DQ5849
 DQ5849'DESCRIBED BY MN DEPT OF TRANSP 2016
 DQ5849'THE MARK IS LOCATED ABOUT 3.15 MI (5.07 KM) NORTH OF FROST.
 DQ5849'
 DQ5849'TO REACH THE MARK GO 3.15 MI (5.07 KM) NORTH ALONG TRUNK HIGHWAY 254
 DQ5849'FROM THE JUNCTION OF TRUNK HIGHWAY 254 AND COUNTY ROAD 4/112 IN FROST,
 DQ5849'AT TRUNK HIGHWAY 254 MILE POINT 9.1.
 DQ5849'
 DQ5849'THE MARK IS LOCATED 78.5 FT (23.9 M) WEST OF TRUNK HIGHWAY 254, 28.0
 DQ5849'FT (8.5 M) SOUTH OF A FIELD ENTRANCE, 1.5 FT (0.5 M) EAST OF A WITNESS
 DQ5849'POST.
 DQ5849'
 DQ5849'NOTE-THE STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM ROD
 DQ5849'DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION REMOVABLE DISK
 DQ5849'SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH PVC
 DQ5849'PIPE BACK FILLED WITH WASHED SAND.
 DQ5849
 DQ5849                          STATION RECOVERY (2018)
 DQ5849
 DQ5849'RECOVERY NOTE BY MN DEPT OF TRANSP 2018 (KDJ)
 DQ5849'3.15 MI (5.07 KM) NORTH OF FROST, 3.15 MI (5.07 KM) NORTH ALONG TRUNK
 DQ5849'HIGHWAY 254 FROM THE JUNCTION OF TRUNK HIGHWAY 254 AND COUNTY ROAD
 DQ5849'4/COUNTY ROAD 112 IN FROST, AT TRUNK HIGHWAY 254 MILE POINT 9.1, 78.5
 DQ5849'FT (23.9 M) WEST OF TRUNK HIGHWAY 254 (470TH AVENUE), 28.0 FT (8.5 M)
 DQ5849'SOUTH OF A FIELD ENTRANCE, 1.5 FT (0.5 M) EAST OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DQ5848 ***********************************************************************
 DQ5848  DESIGNATION -  2211 F
 DQ5848  PID         -  DQ5848
 DQ5848  STATE/COUNTY-  MN/FARIBAULT
 DQ5848  COUNTRY     -  US
 DQ5848  USGS QUAD   -  OZA TANKA LAKEBED (2019)
 DQ5848
 DQ5848                         *CURRENT SURVEY CONTROL
 DQ5848  ______________________________________________________________________
 DQ5848* NAD 83(1986) POSITION- 43 38 27.58   (N) 093 55 38.89   (W)   HD_HELD1
 DQ5848* NAVD 88 ORTHO HEIGHT -   332.589 (meters)     1091.17  (feet) ADJUSTED
 DQ5848  ______________________________________________________________________
 DQ5848  GEOID HEIGHT    -        -28.783 (meters)                     GEOID18
 DQ5848  DYNAMIC HEIGHT  -        332.516 (meters)     1090.93  (feet) COMP
 DQ5848  MODELED GRAVITY -    980,389.6   (mgal)                       NAVD 88
 DQ5848
 DQ5848  VERT ORDER      -  SECOND    CLASS I
 DQ5848
 DQ5848.The horizontal coordinates were determined by differentially corrected
 DQ5848.hand held GPS observations or other comparable positioning techniques
 DQ5848.and have an estimated accuracy of +/- 3 meters.
 DQ5848
 DQ5848.The orthometric height was determined by differential leveling and
 DQ5848.adjusted by the NATIONAL GEODETIC SURVEY
 DQ5848.in May 2019.
 DQ5848
 DQ5848.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ5848.GEOID18 height accuracy estimate available here.
 DQ5848
 DQ5848.Click photographs - Photos may exist for this station.
 DQ5848
 DQ5848.The dynamic height is computed by dividing the NAVD 88
 DQ5848.geopotential number by the normal gravity value computed on the
 DQ5848.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ5848.degrees latitude (g = 980.6199 gals.).
 DQ5848
 DQ5848.The modeled gravity was interpolated from observed gravity values.
 DQ5848
 DQ5848;                    North         East    Units  Estimated Accuracy
 DQ5848;SPC MN S     -   171,226.2     805,852.6     MT  (+/- 3 meters HH1 GPS) 
 DQ5848
 DQ5848_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVJ2519332418(NAD 83)
 DQ5848
 DQ5848                          SUPERSEDED SURVEY CONTROL
 DQ5848
 DQ5848.No superseded survey control is available for this station.
 DQ5848
 DQ5848_MARKER: F = FLANGE-ENCASED ROD
 DQ5848_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DQ5848_STAMPING: 2211 F 2016
 DQ5848_MARK LOGO: MNDT
 DQ5848_PROJECTION: RECESSED 5 CENTIMETERS
 DQ5848_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DQ5848_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ5848_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ5848+SATELLITE: SATELLITE OBSERVATIONS - July 11, 2018
 DQ5848_ROD/PIPE-DEPTH: 11.3 meters
 DQ5848
 DQ5848  HISTORY     - Date     Condition        Report By
 DQ5848  HISTORY     - 20160621 MONUMENTED       MNDT
 DQ5848  HISTORY     - 20180711 GOOD             MNDT
 DQ5848
 DQ5848                          STATION DESCRIPTION
 DQ5848
 DQ5848'DESCRIBED BY MN DEPT OF TRANSP 2016
 DQ5848'THE MARK IS LOCATED ABOUT 3.75 MI (6.03 KM) NORTH OF FROST.
 DQ5848'
 DQ5848'TO REACH THE MARK GO 3.75 MI (6.03 KM) NORTH ALONG TRUNK HIGHWAY 254
 DQ5848'FROM THE JUNCTION OF TRUNK HIGHWAY 254 AND COUNTY ROAD 4/COUNTY ROAD
 DQ5848'112 IN FROST, AT TRUNK HIGHWAY 254 MILE POINT 9.8.
 DQ5848'
 DQ5848'THE MARK IS LOCATED 73.7 FT (22.5 M) EAST OF TRUNK HIGHWAY 254, 16.7
 DQ5848'FT (5.1 M) SOUTH OF A FIELD ENTRANCE, 1.5 FT (0.5 M) WEST OF A WITNESS
 DQ5848'POST.
 DQ5848'
 DQ5848'NOTE-THE STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM ROD
 DQ5848'DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION REMOVABLE DISK
 DQ5848'SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH PVC
 DQ5848'PIPE BACK FILLED WITH WASHED SAND.
 DQ5848
 DQ5848                          STATION RECOVERY (2018)
 DQ5848
 DQ5848'RECOVERY NOTE BY MN DEPT OF TRANSP 2018 (KDJ)
 DQ5848'3.75 MI (6.03 KM) NORTH OF FROST, 3.75 MI (6.03 KM) NORTH ALONG TRUNK
 DQ5848'HIGHWAY 254 FROM THE JUNCTION OF TRUNK HIGHWAY 254 AND COUNTY ROAD
 DQ5848'4/COUNTY ROAD 112 IN FROST, AT TRUNK HIGHWAY 254 MILE POINT 9.8, 73.7
 DQ5848'FT (22.5 M) EAST OF TRUNK HIGHWAY 254, 16.7 FT (5.1 M) SOUTH OF A
 DQ5848'FIELD ENTRANCE, 1.5 FT (0.5 M) WEST OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DQ5556 ***********************************************************************
 DQ5556  DESIGNATION -  2212 A
 DQ5556  PID         -  DQ5556
 DQ5556  STATE/COUNTY-  MN/FARIBAULT
 DQ5556  COUNTRY     -  US
 DQ5556  USGS QUAD   -  BRUSH CREEK (2019)
 DQ5556
 DQ5556                         *CURRENT SURVEY CONTROL
 DQ5556  ______________________________________________________________________
 DQ5556* NAD 83(1986) POSITION- 43 44 47.69   (N) 093 49 03.59   (W)   HD_HELD1
 DQ5556* NAVD 88 ORTHO HEIGHT -   332.999 (meters)     1092.51  (feet) ADJUSTED
 DQ5556  ______________________________________________________________________
 DQ5556  GEOID HEIGHT    -        -29.071 (meters)                     GEOID18
 DQ5556  DYNAMIC HEIGHT  -        332.924 (meters)     1092.27  (feet) COMP
 DQ5556  MODELED GRAVITY -    980,383.9   (mgal)                       NAVD 88
 DQ5556
 DQ5556  VERT ORDER      -  SECOND    CLASS I
 DQ5556
 DQ5556.The horizontal coordinates were determined by differentially corrected
 DQ5556.hand held GPS observations or other comparable positioning techniques
 DQ5556.and have an estimated accuracy of +/- 3 meters.
 DQ5556
 DQ5556.The orthometric height was determined by differential leveling and
 DQ5556.adjusted by the NATIONAL GEODETIC SURVEY
 DQ5556.in May 2019.
 DQ5556
 DQ5556.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ5556.GEOID18 height accuracy estimate available here.
 DQ5556
 DQ5556.Click photographs - Photos may exist for this station.
 DQ5556
 DQ5556.The dynamic height is computed by dividing the NAVD 88
 DQ5556.geopotential number by the normal gravity value computed on the
 DQ5556.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ5556.degrees latitude (g = 980.6199 gals.).
 DQ5556
 DQ5556.The modeled gravity was interpolated from observed gravity values.
 DQ5556
 DQ5556;                    North         East    Units  Estimated Accuracy
 DQ5556;SPC MN S     -   182,971.5     814,686.7     MT  (+/- 3 meters HH1 GPS) 
 DQ5556
 DQ5556_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVJ3416644051(NAD 83)
 DQ5556
 DQ5556                          SUPERSEDED SURVEY CONTROL
 DQ5556
 DQ5556.No superseded survey control is available for this station.
 DQ5556
 DQ5556_MARKER: DB = BENCH MARK DISK
 DQ5556_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 DQ5556_STAMPING: 2212 A 1966
 DQ5556_MARK LOGO: MNHD
 DQ5556_PROJECTION: RECESSED 8 CENTIMETERS
 DQ5556_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DQ5556_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DQ5556_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DQ5556+SATELLITE: SATELLITE OBSERVATIONS - July 18, 2018
 DQ5556
 DQ5556  HISTORY     - Date     Condition        Report By
 DQ5556  HISTORY     - 19660401 MONUMENTED       MNHD
 DQ5556  HISTORY     - 20160524 GOOD             MNDT
 DQ5556  HISTORY     - 20180718 GOOD             MNDT
 DQ5556
 DQ5556                          STATION DESCRIPTION
 DQ5556
 DQ5556'DESCRIBED BY MN DEPT OF TRANSP 2016 (KMS)
 DQ5556'THE MARK IS LOCATED ABOUT 4.5 MI (7.2 KM) WEST OF WELLS.
 DQ5556'
 DQ5556'TO REACH THE MARK GO 4.45 MI (7.16 KM) WEST ALONG TRUNK HIGHWAY 109
 DQ5556'FROM THE JUNCTION OF TRUNK HIGHWAY 109 AND TRUNK HIGHWAY 22 IN WELLS,
 DQ5556'AT TRUNK HIGHWAY 109 MILE POINT 18.1, TRUNK HIGHWAY 109 STATION
 DQ5556'993+01.
 DQ5556'
 DQ5556'THE MARK IS LOCATED 74.0 FT (22.6 M) NORTH OF TRUNK HIGHWAY 109, 40.0
 DQ5556'FT (12.2 M) EAST OF 525TH AVENUE, 1.0 FT (0.3 M) SOUTH OF A WITNESS
 DQ5556'POST.
 DQ5556
 DQ5556                          STATION RECOVERY (2018)
 DQ5556
 DQ5556'RECOVERY NOTE BY MN DEPT OF TRANSP 2018 (KDJ)
 DQ5556'4.5 MI (7.2 KM) WEST OF WELLS, 4.45 MI (7.16 KM) WEST ALONG TRUNK
 DQ5556'HIGHWAY 109 FROM THE JUNCTION OF TRUNK HIGHWAY 109 AND TRUNK HIGHWAY
 DQ5556'22 IN WELLS, AT TRUNK HIGHWAY 109 MILE POINT 18.1, AT TRUNK HIGHWAY
 DQ5556'109 STATION 993+01, 74.0 FT (22.6 M) NORTH OF TRUNK HIGHWAY 109, 40.0
 DQ5556'FT (12.2 M) EAST OF 525TH AVENUE, 1.0 FT (0.3 M) SOUTH OF A WITNESS
 DQ5556'POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DQ5558 ***********************************************************************
 DQ5558  DESIGNATION -  2212 C
 DQ5558  PID         -  DQ5558
 DQ5558  STATE/COUNTY-  MN/FARIBAULT
 DQ5558  COUNTRY     -  US
 DQ5558  USGS QUAD   -  BRUSH CREEK (2019)
 DQ5558
 DQ5558                         *CURRENT SURVEY CONTROL
 DQ5558  ______________________________________________________________________
 DQ5558* NAD 83(1986) POSITION- 43 44 46.67   (N) 093 47 52.29   (W)   HD_HELD1
 DQ5558* NAVD 88 ORTHO HEIGHT -   335.125 (meters)     1099.49  (feet) ADJUSTED
 DQ5558  ______________________________________________________________________
 DQ5558  GEOID HEIGHT    -        -29.111 (meters)                     GEOID18
 DQ5558  DYNAMIC HEIGHT  -        335.049 (meters)     1099.24  (feet) COMP
 DQ5558  MODELED GRAVITY -    980,381.5   (mgal)                       NAVD 88
 DQ5558
 DQ5558  VERT ORDER      -  SECOND    CLASS I
 DQ5558
 DQ5558.The horizontal coordinates were determined by differentially corrected
 DQ5558.hand held GPS observations or other comparable positioning techniques
 DQ5558.and have an estimated accuracy of +/- 3 meters.
 DQ5558
 DQ5558.The orthometric height was determined by differential leveling and
 DQ5558.adjusted by the NATIONAL GEODETIC SURVEY
 DQ5558.in May 2019.
 DQ5558
 DQ5558.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ5558.GEOID18 height accuracy estimate available here.
 DQ5558
 DQ5558.Click photographs - Photos may exist for this station.
 DQ5558
 DQ5558.The dynamic height is computed by dividing the NAVD 88
 DQ5558.geopotential number by the normal gravity value computed on the
 DQ5558.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ5558.degrees latitude (g = 980.6199 gals.).
 DQ5558
 DQ5558.The modeled gravity was interpolated from observed gravity values.
 DQ5558
 DQ5558;                    North         East    Units  Estimated Accuracy
 DQ5558;SPC MN S     -   182,943.8     816,282.1     MT  (+/- 3 meters HH1 GPS) 
 DQ5558
 DQ5558_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVJ3576044004(NAD 83)
 DQ5558
 DQ5558                          SUPERSEDED SURVEY CONTROL
 DQ5558
 DQ5558.No superseded survey control is available for this station.
 DQ5558
 DQ5558_MARKER: DB = BENCH MARK DISK
 DQ5558_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 DQ5558_STAMPING: 2212 C 1966
 DQ5558_MARK LOGO: MNHD
 DQ5558_PROJECTION: FLUSH
 DQ5558_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DQ5558_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DQ5558_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DQ5558+SATELLITE: SATELLITE OBSERVATIONS - July 18, 2018
 DQ5558
 DQ5558  HISTORY     - Date     Condition        Report By
 DQ5558  HISTORY     - 19660401 MONUMENTED       MNHD
 DQ5558  HISTORY     - 20160524 GOOD             MNDT
 DQ5558  HISTORY     - 20180718 GOOD             MNDT
 DQ5558
 DQ5558                          STATION DESCRIPTION
 DQ5558
 DQ5558'DESCRIBED BY MN DEPT OF TRANSP 2016 (KMS)
 DQ5558'THE MARK IS LOCATED ABOUT 3.5 MI (5.6 KM) WEST OF WELLS.
 DQ5558'
 DQ5558'TO REACH THE MARK GO 3.5 MI (5.6 KM) ALONG TRUNK HIGHWAY 109 FROM THE
 DQ5558'SOUTH JUNCTION OF TRUNK HIGHWAY 109 AND TRUNK HIGHWAY 22 IN WELLS, AT
 DQ5558'TRUNK HIGHWAY 109 MILE POINT 19.10, AT TRUNK HIGHWAY 109 STATION 1025
 DQ5558'AND 32.
 DQ5558'
 DQ5558'THE MARK IS LOCATED 74.0 FT (22.6 M) SOUTH OF TRUNK HIGHWAY 109, 29.5
 DQ5558'FT (9.0 M) WEST OF A FIELD ENTRANCE, 3.3 FT (1.0 M) EAST OF POWER POLE
 DQ5558'WITH GUIDE WIRE, 1.0 FT (0.3 M) NORTHWEST OF RIGHT-OF-WAY POST, 0.5 FT
 DQ5558'(15 CM) NORTH OF A WITNESS POST.
 DQ5558
 DQ5558                          STATION RECOVERY (2018)
 DQ5558
 DQ5558'RECOVERY NOTE BY MN DEPT OF TRANSP 2018 (KDJ)
 DQ5558'3.5 MI (5.6 KM) WEST OF WELLS, 3.5 MI (5.6 KM) ALONG TRUNK HIGHWAY 109
 DQ5558'FROM THE SOUTH JUNCTION OF TRUNK HIGHWAY 109 AND TRUNK HIGHWAY 22 IN
 DQ5558'WELLS, AT TRUNK HIGHWAY 109 MILE POINT 19.10, AT TRUNK HIGHWAY 109
 DQ5558'STATION 1025 AND 32, 74.0 FT (22.6 M) SOUTH OF TRUNK HIGHWAY 109, 29.5
 DQ5558'FT (9.0 M) WEST OF A FIELD ENTRANCE, 3.3 FT (1.0 M) EAST OF A POWER
 DQ5558'POLE WITH A GUIDE WIRE, 1.0 FT (0.3 M) NORTHWEST OF A RIGHT-OF-WAY
 DQ5558'POST, 0.5 FT (15 CM) NORTH OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DQ5560 ***********************************************************************
 DQ5560  DESIGNATION -  2212 F
 DQ5560  PID         -  DQ5560
 DQ5560  STATE/COUNTY-  MN/FARIBAULT
 DQ5560  COUNTRY     -  US
 DQ5560  USGS QUAD   -  BRUSH CREEK (2019)
 DQ5560
 DQ5560                         *CURRENT SURVEY CONTROL
 DQ5560  ______________________________________________________________________
 DQ5560* NAD 83(2011) POSITION- 43 44 48.48833(N) 093 46 05.30825(W)   ADJUSTED
 DQ5560* NAD 83(2011) ELLIP HT-   312.354 (meters)        (10/04/19)   ADJUSTED
 DQ5560* NAD 83(2011) EPOCH   -  2010.00
 DQ5560* NAVD 88 ORTHO HEIGHT -   341.516 (meters)     1120.46  (feet) ADJUSTED
 DQ5560  ______________________________________________________________________
 DQ5560  GEOID HEIGHT    -        -29.167 (meters)                     GEOID18
 DQ5560  NAD 83(2011) X  -   -303,306.649 (meters)                     COMP
 DQ5560  NAD 83(2011) Y  - -4,605,222.564 (meters)                     COMP
 DQ5560  NAD 83(2011) Z  -  4,388,027.485 (meters)                     COMP
 DQ5560  LAPLACE CORR    -         -4.41  (seconds)                    DEFLEC18
 DQ5560  DYNAMIC HEIGHT  -        341.436 (meters)     1120.19  (feet) COMP
 DQ5560  MODELED GRAVITY -    980,377.9   (mgal)                       NAVD 88
 DQ5560
 DQ5560  VERT ORDER      -  SECOND    CLASS I
 DQ5560
 DQ5560  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DQ5560  Standards:
 DQ5560         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DQ5560            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DQ5560  -------------------------------------------------------------------
 DQ5560  NETWORK    0.87   1.90           0.40   0.30   0.97      0.00471893
 DQ5560  -------------------------------------------------------------------
 DQ5560  Click here for local accuracies and other accuracy information.
 DQ5560
 DQ5560.The horizontal coordinates were established by GPS observations
 DQ5560.and adjusted by the MN DEPT OF TRANSP in October 2019.
 DQ5560
 DQ5560.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DQ5560.been affixed to the stable North American tectonic plate. See 
 DQ5560.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DQ5560
 DQ5560.The horizontal coordinates are valid at the epoch date displayed above
 DQ5560.which is a decimal equivalence of Year/Month/Day.
 DQ5560
 DQ5560.The orthometric height was determined by differential leveling and
 DQ5560.adjusted by the NATIONAL GEODETIC SURVEY
 DQ5560.in May 2019.
 DQ5560
 DQ5560.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ5560.GEOID18 height accuracy estimate available here.
 DQ5560
 DQ5560.Click photographs - Photos may exist for this station.
 DQ5560
 DQ5560.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DQ5560
 DQ5560.The Laplace correction was computed from DEFLEC18 derived deflections.
 DQ5560
 DQ5560.The ellipsoidal height was determined by GPS observations
 DQ5560.and is referenced to NAD 83.
 DQ5560
 DQ5560.The dynamic height is computed by dividing the NAVD 88
 DQ5560.geopotential number by the normal gravity value computed on the
 DQ5560.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ5560.degrees latitude (g = 980.6199 gals.).
 DQ5560
 DQ5560.The modeled gravity was interpolated from observed gravity values.
 DQ5560
 DQ5560. The following values were computed from the NAD 83(2011) position.
 DQ5560
 DQ5560;                    North         East     Units Scale Factor Converg.
 DQ5560;SPC MN S     -   183,006.266   818,675.542   MT  1.00000812   +0 09 45.1
 DQ5560;SPC MN S     -   600,413.06  2,685,938.01   sFT  1.00000812   +0 09 45.1
 DQ5560;UTM  15      - 4,844,038.033   438,153.584   MT  0.99964705   -0 31 52.2
 DQ5560
 DQ5560!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DQ5560!SPC MN S     -   0.99995102  x   1.00000812  =   0.99995914
 DQ5560!UTM  15      -   0.99995102  x   0.99964705  =   0.99959809
 DQ5560
 DQ5560_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVJ3815344038(NAD 83)
 DQ5560
 DQ5560                          SUPERSEDED SURVEY CONTROL
 DQ5560
 DQ5560.No superseded survey control is available for this station.
 DQ5560
 DQ5560_MARKER: DB = BENCH MARK DISK
 DQ5560_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 DQ5560_STAMPING: 2212 F 1966
 DQ5560_MARK LOGO: MNHD
 DQ5560_PROJECTION: RECESSED 8 CENTIMETERS
 DQ5560_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DQ5560_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DQ5560_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ5560+SATELLITE: SATELLITE OBSERVATIONS - July 18, 2018
 DQ5560
 DQ5560  HISTORY     - Date     Condition        Report By
 DQ5560  HISTORY     - 19660401 MONUMENTED       MNHD
 DQ5560  HISTORY     - 20160524 GOOD             MNDT
 DQ5560  HISTORY     - 20170531 GOOD             MNDT
 DQ5560  HISTORY     - 20180718 GOOD             MNDT
 DQ5560
 DQ5560                          STATION DESCRIPTION
 DQ5560
 DQ5560'DESCRIBED BY MN DEPT OF TRANSP 2016 (KMS)
 DQ5560'THE MARK IS LOCATED ABOUT 2.0 MI (3.2 KM) WEST OF WELLS.
 DQ5560'
 DQ5560'TO REACH THE MARK GO 2.0 MI (3.2 KM) WEST ALONG TRUNK HIGHWAY 109 FROM
 DQ5560'THE SOUTH JUNCTION OF TRUNK HIGHWAY 109 AND TRUNK HIGHWAY 22 IN WELLS,
 DQ5560'AT TRUNK HIGHWAY 109 MILE POINT 20.60, AT TRUNK HIGHWAY 109 STATION
 DQ5560'1103 AND 85.
 DQ5560'
 DQ5560'THE MARK IS LOCATED 60.0 FT (18.3 M) WEST OF 330TH AVENUE, 75.0 FT
 DQ5560'(22.9 M) NORTH OF TRUNK HIGHWAY 109.
 DQ5560
 DQ5560                          STATION RECOVERY (2017)
 DQ5560
 DQ5560'RECOVERY NOTE BY MN DEPT OF TRANSP 2017 (CDS)
 DQ5560'2.0 MILES WEST OF WELLS, 2.0 MILES WEST ALONG TRUNK HIGHWAY 109 FROM
 DQ5560'THE SOUTH JUNCTION OF TRUNK HIGHWAY 109 AND TRUNK HIGHWAY 22 IN WELLS,
 DQ5560'AT TRUNK HIGHWAY 109 MILEPOINT 20.60, AT TRUNK HIGHWAY 109 STATION
 DQ5560'1103+ 85, 60.0 FEET WEST OF 330TH AVENUE, 75.0 FEET NORTH OF TRUNK
 DQ5560'HIGHWAY 109.
 DQ5560
 DQ5560                          STATION RECOVERY (2018)
 DQ5560
 DQ5560'RECOVERY NOTE BY MN DEPT OF TRANSP 2018 (TJD)
 DQ5560'2.0 MI (3.2 KM) WEST OF WELLS, 2.0 MI (3.2 KM) WEST ALONG TRUNK
 DQ5560'HIGHWAY 109 FROM THE SOUTH JUNCTION OF TRUNK HIGHWAY 109 AND TRUNK
 DQ5560'HIGHWAY 22 IN WELLS, AT TRUNK HIGHWAY 109 MILE POINT 20.60, AT TRUNK
 DQ5560'HIGHWAY 109 STATION 1103 AND 85, 60.0 FT (18.3 M) WEST OF 330TH
 DQ5560'AVENUE, 75.0 FT (22.9 M) NORTH OF TRUNK HIGHWAY 109.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DQ5562 ***********************************************************************
 DQ5562  DESIGNATION -  2212 H
 DQ5562  PID         -  DQ5562
 DQ5562  STATE/COUNTY-  MN/FARIBAULT
 DQ5562  COUNTRY     -  US
 DQ5562  USGS QUAD   -  WELLS (2019)
 DQ5562
 DQ5562                         *CURRENT SURVEY CONTROL
 DQ5562  ______________________________________________________________________
 DQ5562* NAD 83(2011) POSITION- 43 44 47.98512(N) 093 44 54.61939(W)   ADJUSTED
 DQ5562* NAD 83(2011) ELLIP HT-   316.370 (meters)        (10/04/19)   ADJUSTED
 DQ5562* NAD 83(2011) EPOCH   -  2010.00
 DQ5562* NAVD 88 ORTHO HEIGHT -   345.556 (meters)     1133.71  (feet) ADJUSTED
 DQ5562  ______________________________________________________________________
 DQ5562  GEOID HEIGHT    -        -29.202 (meters)                     GEOID18
 DQ5562  NAD 83(2011) X  -   -301,729.271 (meters)                     COMP
 DQ5562  NAD 83(2011) Y  - -4,605,339.851 (meters)                     COMP
 DQ5562  NAD 83(2011) Z  -  4,388,019.042 (meters)                     COMP
 DQ5562  LAPLACE CORR    -         -4.16  (seconds)                    DEFLEC18
 DQ5562  DYNAMIC HEIGHT  -        345.475 (meters)     1133.45  (feet) COMP
 DQ5562  MODELED GRAVITY -    980,375.4   (mgal)                       NAVD 88
 DQ5562
 DQ5562  VERT ORDER      -  SECOND    CLASS I
 DQ5562
 DQ5562  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DQ5562  Standards:
 DQ5562         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DQ5562            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DQ5562  -------------------------------------------------------------------
 DQ5562  NETWORK    0.87   1.92           0.40   0.30   0.98      0.01933652
 DQ5562  -------------------------------------------------------------------
 DQ5562  Click here for local accuracies and other accuracy information.
 DQ5562
 DQ5562.The horizontal coordinates were established by GPS observations
 DQ5562.and adjusted by the MN DEPT OF TRANSP in October 2019.
 DQ5562
 DQ5562.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DQ5562.been affixed to the stable North American tectonic plate. See 
 DQ5562.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DQ5562
 DQ5562.The horizontal coordinates are valid at the epoch date displayed above
 DQ5562.which is a decimal equivalence of Year/Month/Day.
 DQ5562
 DQ5562.The orthometric height was determined by differential leveling and
 DQ5562.adjusted by the NATIONAL GEODETIC SURVEY
 DQ5562.in May 2019.
 DQ5562
 DQ5562.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ5562.GEOID18 height accuracy estimate available here.
 DQ5562
 DQ5562.Click photographs - Photos may exist for this station.
 DQ5562
 DQ5562.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DQ5562
 DQ5562.The Laplace correction was computed from DEFLEC18 derived deflections.
 DQ5562
 DQ5562.The ellipsoidal height was determined by GPS observations
 DQ5562.and is referenced to NAD 83.
 DQ5562
 DQ5562.The dynamic height is computed by dividing the NAVD 88
 DQ5562.geopotential number by the normal gravity value computed on the
 DQ5562.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ5562.degrees latitude (g = 980.6199 gals.).
 DQ5562
 DQ5562.The modeled gravity was interpolated from observed gravity values.
 DQ5562
 DQ5562. The following values were computed from the NAD 83(2011) position.
 DQ5562
 DQ5562;                    North         East     Units Scale Factor Converg.
 DQ5562;SPC MN S     -   182,995.411   820,257.190   MT  1.00000815   +0 10 34.6
 DQ5562;SPC MN S     -   600,377.44  2,691,127.13   sFT  1.00000815   +0 10 34.6
 DQ5562;UTM  15      - 4,844,008.039   439,734.412   MT  0.99964467   -0 31 03.3
 DQ5562
 DQ5562!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DQ5562!SPC MN S     -   0.99995039  x   1.00000815  =   0.99995854
 DQ5562!UTM  15      -   0.99995039  x   0.99964467  =   0.99959508
 DQ5562
 DQ5562_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVJ3973444008(NAD 83)
 DQ5562
 DQ5562                          SUPERSEDED SURVEY CONTROL
 DQ5562
 DQ5562.No superseded survey control is available for this station.
 DQ5562
 DQ5562_MARKER: DB = BENCH MARK DISK
 DQ5562_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 DQ5562_STAMPING: 2212 H 1966
 DQ5562_MARK LOGO: MNHD
 DQ5562_PROJECTION: RECESSED 10 CENTIMETERS
 DQ5562_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DQ5562_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DQ5562_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ5562+SATELLITE: SATELLITE OBSERVATIONS - July 18, 2018
 DQ5562
 DQ5562  HISTORY     - Date     Condition        Report By
 DQ5562  HISTORY     - 19660401 MONUMENTED       MNHD
 DQ5562  HISTORY     - 20160524 GOOD             MNDT
 DQ5562  HISTORY     - 20170531 GOOD             MNDT
 DQ5562  HISTORY     - 20180718 GOOD             MNDT
 DQ5562
 DQ5562                          STATION DESCRIPTION
 DQ5562
 DQ5562'DESCRIBED BY MN DEPT OF TRANSP 2016 (KMS)
 DQ5562'THE MARK IS LOCATED ABOUT 1.0 MI (1.6 KM) SOUTH OF WELLS.
 DQ5562'
 DQ5562'TO REACH THE MARK GO 1.0 MI (1.6 KM) WEST ALONG TRUNK HIGHWAY 109 FROM
 DQ5562'THE JUNCTION OF TRUNK HIGHWAY 109 AND TRUNK HIGHWAY 22 IN WELLS, AT
 DQ5562'TRUNK HIGHWAY 109 MILE POINT 21.60.
 DQ5562'
 DQ5562'THE MARK IS LOCATED 72.0 FT (21.9 M) NORTH OF TRUNK HIGHWAY 109, 80.0
 DQ5562'FT (24.4 M) WEST OF 560TH AVENUE, 54.3 FT (16.6 M) EAST OF A WITNESS
 DQ5562'POST.
 DQ5562
 DQ5562                          STATION RECOVERY (2017)
 DQ5562
 DQ5562'RECOVERY NOTE BY MN DEPT OF TRANSP 2017 (ASL)
 DQ5562'1.0 MILE SOUTH OF WELLS, 1.0 MILE WEST ALONG TRUNK HIGHWAY 109 FROM
 DQ5562'THE JUNCTION OF TRUNK HIGHWAY 109 AND TRUNK HIGHWAY 22 IN WELLS, AT
 DQ5562'TRUNK HIGHWAY 109 MILEPOINT 21.60, 72.0 FEET NORTH OF TRUNK HIGHWAY
 DQ5562'109, 80.0 FEET WEST OF 560TH AVENUE, 54.3 FEET EAST OF A WITNESS POST.
 DQ5562
 DQ5562                          STATION RECOVERY (2018)
 DQ5562
 DQ5562'RECOVERY NOTE BY MN DEPT OF TRANSP 2018 (TJD)
 DQ5562'1.0 MI (1.6 KM) SOUTH OF WELLS, 1.0 MI (1.6 KM) WEST ALONG TRUNK
 DQ5562'HIGHWAY 109 FROM THE JUNCTION OF TRUNK HIGHWAY 109 AND TRUNK HIGHWAY
 DQ5562'22 IN WELLS, AT TRUNK HIGHWAY 109 MILE POINT 21.60, 72.0 FT (21.9 M)
 DQ5562'NORTH OF TRUNK HIGHWAY 109, 80.0 FT (24.4 M) WEST OF 560TH AVENUE,
 DQ5562'54.3 FT (16.6 M) EAST OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 OP1248 ***********************************************************************
 OP1248  DESIGNATION -  2212 K
 OP1248  PID         -  OP1248
 OP1248  STATE/COUNTY-  MN/FARIBAULT
 OP1248  COUNTRY     -  US
 OP1248  USGS QUAD   -  WINNEBAGO (2019)
 OP1248
 OP1248                         *CURRENT SURVEY CONTROL
 OP1248  ______________________________________________________________________
 OP1248* NAD 83(2011) POSITION- 43 45 38.23303(N) 094 09 53.25248(W)   ADJUSTED
 OP1248* NAD 83(2011) ELLIP HT-   309.431 (meters)        (01/17/18)   ADJUSTED
 OP1248* NAD 83(2011) EPOCH   -  2010.00
 OP1248* NAVD 88 ORTHO HEIGHT -   337.723 (meters)     1108.01  (feet) ADJUSTED
 OP1248  ______________________________________________________________________
 OP1248  GEOID HEIGHT    -        -28.296 (meters)                     GEOID18
 OP1248  NAD 83(2011) X  -   -335,103.213 (meters)                     COMP
 OP1248  NAD 83(2011) Y  - -4,601,951.382 (meters)                     COMP
 OP1248  NAD 83(2011) Z  -  4,389,134.479 (meters)                     COMP
 OP1248  LAPLACE CORR    -         -3.61  (seconds)                    DEFLEC18
 OP1248  DYNAMIC HEIGHT  -        337.657 (meters)     1107.80  (feet) COMP
 OP1248  MODELED GRAVITY -    980,413.6   (mgal)                       NAVD 88
 OP1248
 OP1248  VERT ORDER      -  SECOND    CLASS I
 OP1248
 OP1248  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 OP1248  Standards:
 OP1248         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 OP1248            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 OP1248  -------------------------------------------------------------------
 OP1248  NETWORK    1.00   2.06           0.46   0.34   1.05      0.08647534
 OP1248  -------------------------------------------------------------------
 OP1248  Click here for local accuracies and other accuracy information.
 OP1248
 OP1248.The horizontal coordinates were established by GPS observations
 OP1248.and adjusted by the MN DEPT OF TRANSP in January 2018.
 OP1248
 OP1248.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 OP1248.been affixed to the stable North American tectonic plate. See 
 OP1248.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 OP1248
 OP1248.The horizontal coordinates are valid at the epoch date displayed above
 OP1248.which is a decimal equivalence of Year/Month/Day.
 OP1248
 OP1248.The orthometric height was determined by differential leveling and
 OP1248.adjusted by the NATIONAL GEODETIC SURVEY
 OP1248.in May 2019.
 OP1248
 OP1248.Significant digits in the geoid height do not necessarily reflect accuracy.
 OP1248.GEOID18 height accuracy estimate available here.
 OP1248
 OP1248.Click photographs - Photos may exist for this station.
 OP1248
 OP1248.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 OP1248
 OP1248.The Laplace correction was computed from DEFLEC18 derived deflections.
 OP1248
 OP1248.The ellipsoidal height was determined by GPS observations
 OP1248.and is referenced to NAD 83.
 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. The following values were computed from the NAD 83(2011) position.
 OP1248
 OP1248;                    North         East     Units Scale Factor Converg.
 OP1248;SPC MN S     -   184,528.446   786,729.550   MT  1.00000500   -0 06 55.8
 OP1248;SPC MN S     -   605,407.08  2,581,128.53   sFT  1.00000500   -0 06 55.8
 OP1248;UTM  15      - 4,845,945.248   406,238.871   MT  0.99970813   -0 48 20.5
 OP1248
 OP1248!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OP1248!SPC MN S     -   0.99995148  x   1.00000500  =   0.99995648
 OP1248!UTM  15      -   0.99995148  x   0.99970813  =   0.99965962
 OP1248
 OP1248_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVJ0623845945(NAD 83)
 OP1248
 OP1248                          SUPERSEDED SURVEY CONTROL
 OP1248
 OP1248  NAVD 88 (06/15/91)  337.722  (m)         1108.01   (f) SUPERSEDED  2 1
 OP1248
 OP1248.Superseded values are not recommended for survey control.
 OP1248
 OP1248.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OP1248.See file dsdata.pdf to determine how the superseded data were derived.
 OP1248
 OP1248_MARKER: DV = VERTICAL CONTROL DISK
 OP1248_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 OP1248_STAMPING: 2212 K 1980
 OP1248_MARK LOGO: MNHD
 OP1248_PROJECTION: FLUSH
 OP1248_MAGNETIC: I = MARKER IS A STEEL ROD
 OP1248_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OP1248_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OP1248+SATELLITE: SATELLITE OBSERVATIONS - June 27, 2018
 OP1248
 OP1248  HISTORY     - Date     Condition        Report By
 OP1248  HISTORY     - 1980     MONUMENTED       MNHD
 OP1248  HISTORY     - 20160518 GOOD             MNDT
 OP1248  HISTORY     - 20170515 GOOD             MNDT
 OP1248  HISTORY     - 20180627 GOOD             MNDT
 OP1248
 OP1248                          STATION DESCRIPTION
 OP1248
 OP1248'DESCRIBED BY MN HIGHWAY DEPT 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.
 OP1248
 OP1248                          STATION RECOVERY (2016)
 OP1248
 OP1248'RECOVERY NOTE BY MN DEPT OF TRANSP 2016 (KMS)
 OP1248'RECOVERED AS DESCRIBED.
 OP1248
 OP1248                          STATION RECOVERY (2017)
 OP1248
 OP1248'RECOVERY NOTE BY MN DEPT OF TRANSP 2017 (ASL)
 OP1248'IN WINNEBAGO, AT THE JUNCTION OF TRUNK HIGHWAY 169 AND TRUNK HIGHWAY
 OP1248'109 IN WINNEBAGO, AT TRUNK HIGHWAY 109 MILEPOINT 0.05, 251.5 FEET EAST
 OP1248'OF TRUNK HIGHWAY 169, 47.4 FEET EAST OF THE SOUTHEAST CORNER OF A
 OP1248'BUILDING, 32.5 FEET NORTH OF TRUNK HIGHWAY 109, 1.4 FEET SOUTHWEST OF
 OP1248'A FENCE, 1.3 FEET SOUTH-SOUTHWEST OF A WITNESS POST.
 OP1248
 OP1248                          STATION RECOVERY (2018)
 OP1248
 OP1248'RECOVERY NOTE BY MN DEPT OF TRANSP 2018 (KDJ)
 OP1248'IN WINNEBAGO, AT THE JUNCTION OF TRUNK HIGHWAY 169 AND TRUNK HIGHWAY
 OP1248'109 IN WINNEBAGO, AT TRUNK HIGHWAY 109 MILE POINT 0.05, 251.5 FT (76.7
 OP1248'M) EAST OF TRUNK HIGHWAY 169, 47.4 FT (14.4 M) EAST OF THE SOUTHEAST
 OP1248'CORNER OF A BUILDING, 32.5 FT (9.9 M) NORTH OF TRUNK HIGHWAY 109, 1.4
 OP1248'FT (0.4 M) SOUTHWEST OF A FENCE, 1.3 FT (0.4 M) SOUTH-SOUTHWEST OF A
 OP1248'WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 OP1250 ***********************************************************************
 OP1250  DESIGNATION -  2212 L
 OP1250  PID         -  OP1250
 OP1250  STATE/COUNTY-  MN/FARIBAULT
 OP1250  COUNTRY     -  US
 OP1250  USGS QUAD   -  WINNEBAGO (2019)
 OP1250
 OP1250                         *CURRENT SURVEY CONTROL
 OP1250  ______________________________________________________________________
 OP1250* NAD 83(1986) POSITION- 43 45 38.29   (N) 094 09 18.53   (W)   HD_HELD1
 OP1250* NAVD 88 ORTHO HEIGHT -   334.749 (meters)     1098.26  (feet) ADJUSTED
 OP1250  ______________________________________________________________________
 OP1250  GEOID HEIGHT    -        -28.311 (meters)                     GEOID18
 OP1250  DYNAMIC HEIGHT  -        334.683 (meters)     1098.04  (feet) COMP
 OP1250  MODELED GRAVITY -    980,412.7   (mgal)                       NAVD 88
 OP1250
 OP1250  VERT ORDER      -  SECOND    CLASS I
 OP1250
 OP1250.The horizontal coordinates were determined by differentially corrected
 OP1250.hand held GPS observations or other comparable positioning techniques
 OP1250.and have an estimated accuracy of +/- 3 meters.
 OP1250
 OP1250.The orthometric height was determined by differential leveling and
 OP1250.adjusted by the NATIONAL GEODETIC SURVEY
 OP1250.in June 1991.
 OP1250
 OP1250.Significant digits in the geoid height do not necessarily reflect accuracy.
 OP1250.GEOID18 height accuracy estimate available here.
 OP1250
 OP1250.Click photographs - Photos may exist for this station.
 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     -   184,528.7     787,506.3     MT  (+/- 3 meters HH1 GPS) 
 OP1250
 OP1250_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVJ0701545936(NAD 83)
 OP1250
 OP1250                          SUPERSEDED SURVEY CONTROL
 OP1250
 OP1250.No superseded survey control is available for this station.
 OP1250
 OP1250_MARKER: DV = VERTICAL CONTROL DISK
 OP1250_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 OP1250_STAMPING: 2212 L 1980
 OP1250_MARK LOGO: MNHD
 OP1250_PROJECTION: FLUSH
 OP1250_MAGNETIC: I = MARKER IS A STEEL ROD
 OP1250_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OP1250_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 OP1250+SATELLITE: SATELLITE OBSERVATIONS - June 27, 2018
 OP1250
 OP1250  HISTORY     - Date     Condition        Report By
 OP1250  HISTORY     - 1980     MONUMENTED       MNDT
 OP1250  HISTORY     - 20160518 GOOD             MNDT
 OP1250  HISTORY     - 20180627 GOOD             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.
 OP1250
 OP1250                          STATION RECOVERY (2016)
 OP1250
 OP1250'RECOVERY NOTE BY MN DEPT OF TRANSP 2016 (KMS)
 OP1250'RECOVERED AS DESCRIBED.
 OP1250
 OP1250                          STATION RECOVERY (2018)
 OP1250
 OP1250'RECOVERY NOTE BY MN DEPT OF TRANSP 2018 (KDJ)
 OP1250'IN WINNEBAGO, 0.55 MI (0.88 KM) EAST ALONG TRUNK HIGHWAY 109 FROM THE
 OP1250'JUNCTION OF TRUNK HIGHWAY 109 AND TRUNK HIGHWAY 169 IN WINNEBAGO, AT
 OP1250'TRUNK HIGHWAY 109 MILE POINT 0.55, 69.0 FT (21.0 M) NORTH OF TRUNK
 OP1250'HIGHWAY 109, 85.0 FT (25.9 M) WEST OF AN ENTRANCE FOR THE MAIN
 OP1250'FERTILIZER COMPANY, 1.5 FT (0.5 M) SOUTH OF A POWER POLE, 0.6 FT (18
 OP1250'CM) SOUTH OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DQ5537 ***********************************************************************
 DQ5537  DESIGNATION -  2212 M
 DQ5537  PID         -  DQ5537
 DQ5537  STATE/COUNTY-  MN/FARIBAULT
 DQ5537  COUNTRY     -  US
 DQ5537  USGS QUAD   -  WINNEBAGO (2019)
 DQ5537
 DQ5537                         *CURRENT SURVEY CONTROL
 DQ5537  ______________________________________________________________________
 DQ5537* NAD 83(2011) POSITION- 43 45 36.77043(N) 094 08 22.62070(W)   ADJUSTED
 DQ5537* NAD 83(2011) ELLIP HT-   303.193 (meters)        (10/04/19)   ADJUSTED
 DQ5537* NAD 83(2011) EPOCH   -  2010.00
 DQ5537* NAVD 88 ORTHO HEIGHT -   331.563 (meters)     1087.80  (feet) ADJUSTED
 DQ5537  ______________________________________________________________________
 DQ5537  GEOID HEIGHT    -        -28.338 (meters)                     GEOID18
 DQ5537  NAD 83(2011) X  -   -333,083.033 (meters)                     COMP
 DQ5537  NAD 83(2011) Y  - -4,602,124.828 (meters)                     COMP
 DQ5537  NAD 83(2011) Z  -  4,389,097.561 (meters)                     COMP
 DQ5537  LAPLACE CORR    -         -4.45  (seconds)                    DEFLEC18
 DQ5537  DYNAMIC HEIGHT  -        331.497 (meters)     1087.59  (feet) COMP
 DQ5537  MODELED GRAVITY -    980,411.3   (mgal)                       NAVD 88
 DQ5537
 DQ5537  VERT ORDER      -  SECOND    CLASS I
 DQ5537
 DQ5537  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DQ5537  Standards:
 DQ5537         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DQ5537            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DQ5537  -------------------------------------------------------------------
 DQ5537  NETWORK    0.90   1.86           0.41   0.31   0.95      0.08026942
 DQ5537  -------------------------------------------------------------------
 DQ5537  Click here for local accuracies and other accuracy information.
 DQ5537
 DQ5537.The horizontal coordinates were established by GPS observations
 DQ5537.and adjusted by the MN DEPT OF TRANSP in October 2019.
 DQ5537
 DQ5537.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DQ5537.been affixed to the stable North American tectonic plate. See 
 DQ5537.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DQ5537
 DQ5537.The horizontal coordinates are valid at the epoch date displayed above
 DQ5537.which is a decimal equivalence of Year/Month/Day.
 DQ5537
 DQ5537.The orthometric height was determined by differential leveling and
 DQ5537.adjusted by the NATIONAL GEODETIC SURVEY
 DQ5537.in May 2019.
 DQ5537
 DQ5537.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ5537.GEOID18 height accuracy estimate available here.
 DQ5537
 DQ5537.Click photographs - Photos may exist for this station.
 DQ5537
 DQ5537.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DQ5537
 DQ5537.The Laplace correction was computed from DEFLEC18 derived deflections.
 DQ5537
 DQ5537.The ellipsoidal height was determined by GPS observations
 DQ5537.and is referenced to NAD 83.
 DQ5537
 DQ5537.The dynamic height is computed by dividing the NAVD 88
 DQ5537.geopotential number by the normal gravity value computed on the
 DQ5537.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ5537.degrees latitude (g = 980.6199 gals.).
 DQ5537
 DQ5537.The modeled gravity was interpolated from observed gravity values.
 DQ5537
 DQ5537. The following values were computed from the NAD 83(2011) position.
 DQ5537
 DQ5537;                    North         East     Units Scale Factor Converg.
 DQ5537;SPC MN S     -   184,479.530   788,756.811   MT  1.00000509   -0 05 52.3
 DQ5537;SPC MN S     -   605,246.59  2,587,779.64   sFT  1.00000509   -0 05 52.3
 DQ5537;UTM  15      - 4,845,871.934   408,264.789   MT  0.99970351   -0 47 17.7
 DQ5537
 DQ5537!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DQ5537!SPC MN S     -   0.99995246  x   1.00000509  =   0.99995755
 DQ5537!UTM  15      -   0.99995246  x   0.99970351  =   0.99965598
 DQ5537
 DQ5537_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVJ0826445871(NAD 83)
 DQ5537
 DQ5537                          SUPERSEDED SURVEY CONTROL
 DQ5537
 DQ5537.No superseded survey control is available for this station.
 DQ5537
 DQ5537_MARKER: F = FLANGE-ENCASED ROD
 DQ5537_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DQ5537_STAMPING: 2212 M 2016
 DQ5537_MARK LOGO: MNDT
 DQ5537_PROJECTION: RECESSED 13 CENTIMETERS
 DQ5537_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DQ5537_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ5537_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ5537+SATELLITE: SATELLITE OBSERVATIONS - June 27, 2018
 DQ5537_ROD/PIPE-DEPTH: 5.8 meters
 DQ5537
 DQ5537  HISTORY     - Date     Condition        Report By
 DQ5537  HISTORY     - 20160607 MONUMENTED       MNDT
 DQ5537  HISTORY     - 20170602 GOOD             MNDT
 DQ5537  HISTORY     - 20180627 GOOD             MNDT
 DQ5537
 DQ5537                          STATION DESCRIPTION
 DQ5537
 DQ5537'DESCRIBED BY MN DEPT OF TRANSP 2016
 DQ5537'THE MARK IS LOCATED ABOUT 1.3 MI (2.1 KM) EAST OF WINNEBAGO.
 DQ5537'
 DQ5537'TO REACH THE MARK GO 1.3 MI (2.1 KM) EAST ALONG TRUNK HIGHWAY 109 FROM
 DQ5537'THE JUNCTION OF TRUNK HIGHWAY 109 AND TRUNK HIGHWAY 169 IN WINNEBAGO,
 DQ5537'AT TRUNK HIGHWAY 109 MILE POINT 1.3.
 DQ5537'
 DQ5537'THE MARK IS LOCATED 69.0 FT (21.0 M) SOUTH OF TRUNK HIGHWAY 106, 86.0
 DQ5537'FT (26.2 M) WEST OF CABLE BOX, 1.5 FT (0.5 M) NORTH OF A WITNESS POST.
 DQ5537'NOTE-THE STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM ROD
 DQ5537'DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION REMOVABLE DISK
 DQ5537'SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH PVC
 DQ5537'PIPE BACK FILLED WITH WASHED SAND.
 DQ5537
 DQ5537                          STATION RECOVERY (2017)
 DQ5537
 DQ5537'RECOVERY NOTE BY MN DEPT OF TRANSP 2017 (CDS)
 DQ5537'1.3 MILES EAST OF WINNEBAGO, 1.3 MILES EAST ALONG TRUNK HIGHWAY 109
 DQ5537'FROM THE JUNCTION OF TRUNK HIGHWAY 109 AND TRUNK HIGHWAY 169 IN
 DQ5537'WINNEBAGO, AT TRUNK HIGHWAY 109 MILEPOINT 1.3, 69.0 FEET SOUTH OF
 DQ5537'TRUNK HIGHWAY 106, 86.0 FEET WEST OF A CABLE BOX, 1.5 FEET NORTH OF A
 DQ5537'WITNESS POST.
 DQ5537
 DQ5537                          STATION RECOVERY (2018)
 DQ5537
 DQ5537'RECOVERY NOTE BY MN DEPT OF TRANSP 2018 (KDJ)
 DQ5537'1.3 MI (2.1 KM) EAST OF WINNEBAGO, 1.3 MI (2.1 KM) EAST ALONG TRUNK
 DQ5537'HIGHWAY 109 FROM THE JUNCTION OF TRUNK HIGHWAY 109 AND TRUNK HIGHWAY
 DQ5537'169 IN WINNEBAGO, AT TRUNK HIGHWAY 109 MILE POINT 1.3, 69.0 FT (21.0
 DQ5537'M) SOUTH OF TRUNK HIGHWAY 106, 86.0 FT (26.2 M) WEST OF A CABLE BOX,
 DQ5537'1.5 FT (0.5 M) NORTH OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DQ5538 ***********************************************************************
 DQ5538  DESIGNATION -  2212 N
 DQ5538  PID         -  DQ5538
 DQ5538  STATE/COUNTY-  MN/FARIBAULT
 DQ5538  COUNTRY     -  US
 DQ5538  USGS QUAD   -  DELAVAN (2019)
 DQ5538
 DQ5538                         *CURRENT SURVEY CONTROL
 DQ5538  ______________________________________________________________________
 DQ5538* NAD 83(2011) POSITION- 43 45 36.38740(N) 094 06 26.69745(W)   ADJUSTED
 DQ5538* NAD 83(2011) ELLIP HT-   294.550 (meters)        (10/04/19)   ADJUSTED
 DQ5538* NAD 83(2011) EPOCH   -  2010.00
 DQ5538* NAVD 88 ORTHO HEIGHT -   322.970 (meters)     1059.61  (feet) ADJUSTED
 DQ5538  ______________________________________________________________________
 DQ5538  GEOID HEIGHT    -        -28.404 (meters)                     GEOID18
 DQ5538  NAD 83(2011) X  -   -330,496.671 (meters)                     COMP
 DQ5538  NAD 83(2011) Y  - -4,602,313.227 (meters)                     COMP
 DQ5538  NAD 83(2011) Z  -  4,389,083.045 (meters)                     COMP
 DQ5538  LAPLACE CORR    -         -5.27  (seconds)                    DEFLEC18
 DQ5538  DYNAMIC HEIGHT  -        322.905 (meters)     1059.40  (feet) COMP
 DQ5538  MODELED GRAVITY -    980,408.1   (mgal)                       NAVD 88
 DQ5538
 DQ5538  VERT ORDER      -  SECOND    CLASS I
 DQ5538
 DQ5538  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DQ5538  Standards:
 DQ5538         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DQ5538            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DQ5538  -------------------------------------------------------------------
 DQ5538  NETWORK    0.99   2.04           0.45   0.34   1.04      0.08273146
 DQ5538  -------------------------------------------------------------------
 DQ5538  Click here for local accuracies and other accuracy information.
 DQ5538
 DQ5538.The horizontal coordinates were established by GPS observations
 DQ5538.and adjusted by the MN DEPT OF TRANSP in October 2019.
 DQ5538
 DQ5538.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DQ5538.been affixed to the stable North American tectonic plate. See 
 DQ5538.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DQ5538
 DQ5538.The horizontal coordinates are valid at the epoch date displayed above
 DQ5538.which is a decimal equivalence of Year/Month/Day.
 DQ5538
 DQ5538.The orthometric height was determined by differential leveling and
 DQ5538.adjusted by the NATIONAL GEODETIC SURVEY
 DQ5538.in May 2019.
 DQ5538
 DQ5538.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ5538.GEOID18 height accuracy estimate available here.
 DQ5538
 DQ5538.Click photographs - Photos may exist for this station.
 DQ5538
 DQ5538.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DQ5538
 DQ5538.The Laplace correction was computed from DEFLEC18 derived deflections.
 DQ5538
 DQ5538.The ellipsoidal height was determined by GPS observations
 DQ5538.and is referenced to NAD 83.
 DQ5538
 DQ5538.The dynamic height is computed by dividing the NAVD 88
 DQ5538.geopotential number by the normal gravity value computed on the
 DQ5538.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ5538.degrees latitude (g = 980.6199 gals.).
 DQ5538
 DQ5538.The modeled gravity was interpolated from observed gravity values.
 DQ5538
 DQ5538. The following values were computed from the NAD 83(2011) position.
 DQ5538
 DQ5538;                    North         East     Units Scale Factor Converg.
 DQ5538;SPC MN S     -   184,463.790   791,349.896   MT  1.00000511   -0 04 31.0
 DQ5538;SPC MN S     -   605,194.95  2,596,287.12   sFT  1.00000511   -0 04 31.0
 DQ5538;UTM  15      - 4,845,824.958   410,856.707   MT  0.99969774   -0 45 57.5
 DQ5538
 DQ5538!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DQ5538!SPC MN S     -   0.99995381  x   1.00000511  =   0.99995892
 DQ5538!UTM  15      -   0.99995381  x   0.99969774  =   0.99965157
 DQ5538
 DQ5538_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVJ1085645824(NAD 83)
 DQ5538
 DQ5538                          SUPERSEDED SURVEY CONTROL
 DQ5538
 DQ5538.No superseded survey control is available for this station.
 DQ5538
 DQ5538_MARKER: F = FLANGE-ENCASED ROD
 DQ5538_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DQ5538_STAMPING: 2212 N 2016
 DQ5538_MARK LOGO: MNDT
 DQ5538_PROJECTION: RECESSED 10 CENTIMETERS
 DQ5538_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DQ5538_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ5538_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ5538+SATELLITE: SATELLITE OBSERVATIONS - June 27, 2018
 DQ5538_ROD/PIPE-DEPTH: 10.1 meters
 DQ5538
 DQ5538  HISTORY     - Date     Condition        Report By
 DQ5538  HISTORY     - 20160607 MONUMENTED       MNDT
 DQ5538  HISTORY     - 20170602 GOOD             MNDT
 DQ5538  HISTORY     - 20180627 GOOD             MNDT
 DQ5538
 DQ5538                          STATION DESCRIPTION
 DQ5538
 DQ5538'DESCRIBED BY MN DEPT OF TRANSP 2016
 DQ5538'THE MARK IS LOCATED ABOUT 2.9 MI (4.7 KM) EAST OF WINNEBAGO.
 DQ5538'
 DQ5538'TO REACH THE MARK GO 2.9 MI (4.7 KM) EAST ALONG TRUNK HIGHWAY 109 FROM
 DQ5538'THE JUNCTION OF TRUNK HIGHWAY 109 AND TRUNK HIGHWAY 169 IN WINNEBAGO,
 DQ5538'AT TRUNK HIGHWAY 109 MILE POINT 2.9.
 DQ5538'
 DQ5538'THE MARK IS LOCATED 71.5 FT (21.8 M) SOUTH OF TRUNK HIGHWAY 109, 3.1
 DQ5538'FT (0.9 M) NORTH OF RIGHT-OF-POST, 3.1 FT (0.9 M) NORTH OF A WITNESS
 DQ5538'POST.
 DQ5538'
 DQ5538'NOTE-THE STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM ROD
 DQ5538'DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION REMOVABLE DISK
 DQ5538'SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH PVC
 DQ5538'PIPE BACK FILLED WITH WASHED SAND.
 DQ5538
 DQ5538                          STATION RECOVERY (2017)
 DQ5538
 DQ5538'RECOVERY NOTE BY MN DEPT OF TRANSP 2017 (ASL)
 DQ5538'2.9 MILES EAST OF WINNEBAGO, 2.9 MILES EAST ALONG TRUNK HIGHWAY 109
 DQ5538'FROM THE JUNCTION OF TRUNK HIGHWAY 109 AND TRUNK HIGHWAY 169 IN
 DQ5538'WINNEBAGO, AT TRUNK HIGHWAY 109 MILEPOINT 2.9, 71.5 FEET SOUTH OF
 DQ5538'TRUNK HIGHWAY 109, 3.1 FEET NORTH OF A RIGHT-OF-WAY POST, 3.1 FEET
 DQ5538'NORTH OF A WITNESS POST.
 DQ5538
 DQ5538                          STATION RECOVERY (2018)
 DQ5538
 DQ5538'RECOVERY NOTE BY MN DEPT OF TRANSP 2018 (KDJ)
 DQ5538'2.9 MI (4.7 KM) EAST OF WINNEBAGO, 2.9 MI (4.7 KM) EAST ALONG TRUNK
 DQ5538'HIGHWAY 109 FROM THE JUNCTION OF TRUNK HIGHWAY 109 AND TRUNK HIGHWAY
 DQ5538'169 IN WINNEBAGO, AT TRUNK HIGHWAY 109 MILE POINT 2.9, 71.5 FT (21.8
 DQ5538'M) SOUTH OF TRUNK HIGHWAY 109, 3.1 FT (0.9 M) NORTH OF A RIGHT-OF-WAY
 DQ5538'POST, 3.1 FT (0.9 M) NORTH OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DQ5541 ***********************************************************************
 DQ5541  DESIGNATION -  2212 P
 DQ5541  PID         -  DQ5541
 DQ5541  STATE/COUNTY-  MN/FARIBAULT
 DQ5541  COUNTRY     -  US
 DQ5541  USGS QUAD   -  DELAVAN (2019)
 DQ5541
 DQ5541                         *CURRENT SURVEY CONTROL
 DQ5541  ______________________________________________________________________
 DQ5541* NAD 83(2011) POSITION- 43 45 38.40314(N) 094 03 27.64467(W)   ADJUSTED
 DQ5541* NAD 83(2011) ELLIP HT-   308.786 (meters)        (10/04/19)   ADJUSTED
 DQ5541* NAD 83(2011) EPOCH   -  2010.00
 DQ5541* NAVD 88 ORTHO HEIGHT -   337.308 (meters)     1106.65  (feet) ADJUSTED
 DQ5541  ______________________________________________________________________
 DQ5541  GEOID HEIGHT    -        -28.515 (meters)                     GEOID18
 DQ5541  NAD 83(2011) X  -   -326,499.089 (meters)                     COMP
 DQ5541  NAD 83(2011) Y  - -4,602,565.721 (meters)                     COMP
 DQ5541  NAD 83(2011) Z  -  4,389,137.825 (meters)                     COMP
 DQ5541  LAPLACE CORR    -         -5.53  (seconds)                    DEFLEC18
 DQ5541  DYNAMIC HEIGHT  -        337.238 (meters)     1106.42  (feet) COMP
 DQ5541  MODELED GRAVITY -    980,404.3   (mgal)                       NAVD 88
 DQ5541
 DQ5541  VERT ORDER      -  SECOND    CLASS I
 DQ5541
 DQ5541  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DQ5541  Standards:
 DQ5541         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DQ5541            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DQ5541  -------------------------------------------------------------------
 DQ5541  NETWORK    0.79   1.74           0.36   0.27   0.89      0.06209857
 DQ5541  -------------------------------------------------------------------
 DQ5541  Click here for local accuracies and other accuracy information.
 DQ5541
 DQ5541.The horizontal coordinates were established by GPS observations
 DQ5541.and adjusted by the MN DEPT OF TRANSP in October 2019.
 DQ5541
 DQ5541.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DQ5541.been affixed to the stable North American tectonic plate. See 
 DQ5541.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DQ5541
 DQ5541.The horizontal coordinates are valid at the epoch date displayed above
 DQ5541.which is a decimal equivalence of Year/Month/Day.
 DQ5541
 DQ5541.The orthometric height was determined by differential leveling and
 DQ5541.adjusted by the NATIONAL GEODETIC SURVEY
 DQ5541.in May 2019.
 DQ5541
 DQ5541.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ5541.GEOID18 height accuracy estimate available here.
 DQ5541
 DQ5541.Click photographs - Photos may exist for this station.
 DQ5541
 DQ5541.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DQ5541
 DQ5541.The Laplace correction was computed from DEFLEC18 derived deflections.
 DQ5541
 DQ5541.The ellipsoidal height was determined by GPS observations
 DQ5541.and is referenced to NAD 83.
 DQ5541
 DQ5541.The dynamic height is computed by dividing the NAVD 88
 DQ5541.geopotential number by the normal gravity value computed on the
 DQ5541.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ5541.degrees latitude (g = 980.6199 gals.).
 DQ5541
 DQ5541.The modeled gravity was interpolated from observed gravity values.
 DQ5541
 DQ5541. The following values were computed from the NAD 83(2011) position.
 DQ5541
 DQ5541;                    North         East     Units Scale Factor Converg.
 DQ5541;SPC MN S     -   184,521.958   795,355.202   MT  1.00000499   -0 02 25.5
 DQ5541;SPC MN S     -   605,385.79  2,609,427.86   sFT  1.00000499   -0 02 25.5
 DQ5541;UTM  15      - 4,845,834.820   414,861.176   MT  0.99968916   -0 43 53.7
 DQ5541
 DQ5541!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DQ5541!SPC MN S     -   0.99995158  x   1.00000499  =   0.99995657
 DQ5541!UTM  15      -   0.99995158  x   0.99968916  =   0.99964076
 DQ5541
 DQ5541_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVJ1486145834(NAD 83)
 DQ5541
 DQ5541                          SUPERSEDED SURVEY CONTROL
 DQ5541
 DQ5541.No superseded survey control is available for this station.
 DQ5541
 DQ5541_MARKER: F = FLANGE-ENCASED ROD
 DQ5541_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DQ5541_STAMPING: 2212 P 2016
 DQ5541_MARK LOGO: MNDT
 DQ5541_PROJECTION: RECESSED 8 CENTIMETERS
 DQ5541_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DQ5541_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ5541_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ5541+SATELLITE: SATELLITE OBSERVATIONS - June 27, 2018
 DQ5541_ROD/PIPE-DEPTH: 25.6 meters
 DQ5541
 DQ5541  HISTORY     - Date     Condition        Report By
 DQ5541  HISTORY     - 20160607 MONUMENTED       MNDT
 DQ5541  HISTORY     - 20170602 GOOD             MNDT
 DQ5541  HISTORY     - 20180627 GOOD             MNDT
 DQ5541
 DQ5541                          STATION DESCRIPTION
 DQ5541
 DQ5541'DESCRIBED BY MN DEPT OF TRANSP 2016
 DQ5541'THE MARK IS LOCATED ABOUT 2.1 MI (3.4 KM) WEST OF DELAVAN.
 DQ5541'
 DQ5541'TO REACH THE MARK GO 1.9 MI (3.1 KM) WEST ALONG TRUNK HIGHWAY 109 FROM
 DQ5541'THE JUNCTION OF TRUNK HIGHWAY 109 AND COUNTY ROAD 15 IN DELAVAN, AT
 DQ5541'TRUNK HIGHWAY 109 MILE POINT 5.4.
 DQ5541'
 DQ5541'THE MARK IS LOCATED 120.6 FT (36.8 M) NORTH OF TRUNK HIGHWAY 109, 81.9
 DQ5541'FT (25.0 M) WEST OF 405TH AVENUE, 3.7 FT (1.1 M) SOUTHEAST OF
 DQ5541'RIGHT-OF-POST, 1.5 FT (0.5 M) SOUTHEAST OF A WITNESS POST.
 DQ5541'
 DQ5541'NOTE-THE STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM ROD
 DQ5541'DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION REMOVABLE DISK
 DQ5541'SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH PVC
 DQ5541'PIPE BACK FILLED WITH WASHED SAND.
 DQ5541
 DQ5541                          STATION RECOVERY (2017)
 DQ5541
 DQ5541'RECOVERY NOTE BY MN DEPT OF TRANSP 2017 (CDS)
 DQ5541'2.1 MILES WEST OF DELAVAN, 1.9 MILES WEST ALONG TRUNK HIGHWAY 109 FROM
 DQ5541'THE JUNCTION OF TRUNK HIGHWAY 109 AND COUNTY ROAD 15 IN DELAVAN, AT
 DQ5541'TRUNK HIGHWAY 109 MILEPOINT 5.4, 120.6 FEET NORTH OF TRUNK HIGHWAY
 DQ5541'109, 81.9 FEET WEST OF 405TH AVENUE, 3.7 FEET SOUTHEAST OF A
 DQ5541'RIGHT-OF-WAY POST, 1.5 FEET SOUTHEAST OF A WITNESS POST.
 DQ5541
 DQ5541                          STATION RECOVERY (2018)
 DQ5541
 DQ5541'RECOVERY NOTE BY MN DEPT OF TRANSP 2018 (KDJ)
 DQ5541'2.1 MI (3.4 KM) WEST OF DELAVAN, 1.9 MI (3.1 KM) WEST ALONG TRUNK
 DQ5541'HIGHWAY 109 FROM THE JUNCTION OF TRUNK HIGHWAY 109 AND COUNTY ROAD 15
 DQ5541'IN DELAVAN, AT TRUNK HIGHWAY 109 MILE POINT 5.4, 120.6 FT (36.8 M)
 DQ5541'NORTH OF TRUNK HIGHWAY 109, 81.9 FT (25.0 M) WEST OF 405TH AVENUE, 3.7
 DQ5541'FT (1.1 M) SOUTHEAST OF A RIGHT-OF-WAY POST, 1.5 FT (0.5 M) SOUTHEAST
 DQ5541'OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DQ5542 ***********************************************************************
 DQ5542  DESIGNATION -  2212 Q
 DQ5542  PID         -  DQ5542
 DQ5542  STATE/COUNTY-  MN/FARIBAULT
 DQ5542  COUNTRY     -  US
 DQ5542  USGS QUAD   -  DELAVAN (2019)
 DQ5542
 DQ5542                         *CURRENT SURVEY CONTROL
 DQ5542  ______________________________________________________________________
 DQ5542* NAD 83(2011) POSITION- 43 45 38.33647(N) 094 02 14.44860(W)   ADJUSTED
 DQ5542* NAD 83(2011) ELLIP HT-   297.164 (meters)        (10/04/19)   ADJUSTED
 DQ5542* NAD 83(2011) EPOCH   -  2010.00
 DQ5542* NAVD 88 ORTHO HEIGHT -   325.745 (meters)     1068.72  (feet) ADJUSTED
 DQ5542  ______________________________________________________________________
 DQ5542  GEOID HEIGHT    -        -28.562 (meters)                     GEOID18
 DQ5542  NAD 83(2011) X  -   -324,865.290 (meters)                     COMP
 DQ5542  NAD 83(2011) Y  - -4,602,674.341 (meters)                     COMP
 DQ5542  NAD 83(2011) Z  -  4,389,128.301 (meters)                     COMP
 DQ5542  LAPLACE CORR    -         -5.66  (seconds)                    DEFLEC18
 DQ5542  DYNAMIC HEIGHT  -        325.678 (meters)     1068.50  (feet) COMP
 DQ5542  MODELED GRAVITY -    980,403.4   (mgal)                       NAVD 88
 DQ5542
 DQ5542  VERT ORDER      -  SECOND    CLASS I
 DQ5542
 DQ5542  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DQ5542  Standards:
 DQ5542         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DQ5542            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DQ5542  -------------------------------------------------------------------
 DQ5542  NETWORK    0.81   1.76           0.37   0.28   0.90      0.05687265
 DQ5542  -------------------------------------------------------------------
 DQ5542  Click here for local accuracies and other accuracy information.
 DQ5542
 DQ5542.The horizontal coordinates were established by GPS observations
 DQ5542.and adjusted by the MN DEPT OF TRANSP in October 2019.
 DQ5542
 DQ5542.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DQ5542.been affixed to the stable North American tectonic plate. See 
 DQ5542.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DQ5542
 DQ5542.The horizontal coordinates are valid at the epoch date displayed above
 DQ5542.which is a decimal equivalence of Year/Month/Day.
 DQ5542
 DQ5542.The orthometric height was determined by differential leveling and
 DQ5542.adjusted by the NATIONAL GEODETIC SURVEY
 DQ5542.in May 2019.
 DQ5542
 DQ5542.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ5542.GEOID18 height accuracy estimate available here.
 DQ5542
 DQ5542.Click photographs - Photos may exist for this station.
 DQ5542
 DQ5542.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DQ5542
 DQ5542.The Laplace correction was computed from DEFLEC18 derived deflections.
 DQ5542
 DQ5542.The ellipsoidal height was determined by GPS observations
 DQ5542.and is referenced to NAD 83.
 DQ5542
 DQ5542.The dynamic height is computed by dividing the NAVD 88
 DQ5542.geopotential number by the normal gravity value computed on the
 DQ5542.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ5542.degrees latitude (g = 980.6199 gals.).
 DQ5542
 DQ5542.The modeled gravity was interpolated from observed gravity values.
 DQ5542
 DQ5542. The following values were computed from the NAD 83(2011) position.
 DQ5542
 DQ5542;                    North         East     Units Scale Factor Converg.
 DQ5542;SPC MN S     -   184,518.949   796,992.522   MT  1.00000499   -0 01 34.2
 DQ5542;SPC MN S     -   605,375.92  2,614,799.63   sFT  1.00000499   -0 01 34.2
 DQ5542;UTM  15      - 4,845,812.065   416,497.820   MT  0.99968576   -0 43 03.1
 DQ5542
 DQ5542!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DQ5542!SPC MN S     -   0.99995340  x   1.00000499  =   0.99995839
 DQ5542!UTM  15      -   0.99995340  x   0.99968576  =   0.99963918
 DQ5542
 DQ5542_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVJ1649745812(NAD 83)
 DQ5542
 DQ5542                          SUPERSEDED SURVEY CONTROL
 DQ5542
 DQ5542.No superseded survey control is available for this station.
 DQ5542
 DQ5542_MARKER: F = FLANGE-ENCASED ROD
 DQ5542_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DQ5542_STAMPING: 2212 Q 2016
 DQ5542_MARK LOGO: MNDT
 DQ5542_PROJECTION: RECESSED 5 CENTIMETERS
 DQ5542_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DQ5542_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ5542_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ5542+SATELLITE: SATELLITE OBSERVATIONS - June 27, 2018
 DQ5542_ROD/PIPE-DEPTH: 6.7 meters
 DQ5542
 DQ5542  HISTORY     - Date     Condition        Report By
 DQ5542  HISTORY     - 20160607 MONUMENTED       MNDT
 DQ5542  HISTORY     - 20170602 GOOD             MNDT
 DQ5542  HISTORY     - 20180627 GOOD             MNDT
 DQ5542
 DQ5542                          STATION DESCRIPTION
 DQ5542
 DQ5542'DESCRIBED BY MN DEPT OF TRANSP 2016
 DQ5542'THE MARK IS LOCATED ABOUT 0.9 MI (1.4 KM) WEST OF DELAVAN.
 DQ5542'
 DQ5542'TO REACH THE MARK GO 0.9 MI (1.4 KM) WEST ALONG TRUNK HIGHWAY 109 FROM
 DQ5542'THE JUNCTION OF TRUNK HIGHWAY 109 AND COUNTY ROAD 15 IN DELAVAN, AT
 DQ5542'TRUNK HIGHWAY 109 MILE POINT 6.45.
 DQ5542'
 DQ5542'THE MARK IS LOCATED 66.2 FT (20.2 M) NORTH OF TRUNK HIGHWAY 109, 8.6
 DQ5542'FT (2.6 M) SOUTH OF RIGHT-OF-WAY POST, 1.5 FT (0.5 M) SOUTH OF A
 DQ5542'WITNESS POST.
 DQ5542'
 DQ5542'NOTE-THE STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM ROD
 DQ5542'DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION REMOVABLE DISK
 DQ5542'SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH PVC
 DQ5542'PIPE BACK FILLED WITH WASHED SAND.
 DQ5542
 DQ5542                          STATION RECOVERY (2017)
 DQ5542
 DQ5542'RECOVERY NOTE BY MN DEPT OF TRANSP 2017 (CDS)
 DQ5542'0.9 MILE WEST OF DELAVAN, 0.9 MILE WEST ALONG TRUNK HIGHWAY 109 FROM
 DQ5542'THE JUNCTION OF TRUNK HIGHWAY 109 AND COUNTY ROAD 15 IN DELAVAN, AT
 DQ5542'TRUNK HIGHWAY 109 MILEPOINT 6.45, 66.2 FEET NORTH OF TRUNK HIGHWAY
 DQ5542'109, 8.6 FEET SOUTH OF A RIGHT-OF-WAY POST, 1.5 FEET SOUTH OF A
 DQ5542'WITNESS POST.
 DQ5542
 DQ5542                          STATION RECOVERY (2018)
 DQ5542
 DQ5542'RECOVERY NOTE BY MN DEPT OF TRANSP 2018 (KDJ)
 DQ5542'0.9 MI (1.4 KM) WEST OF DELAVAN, 0.9 MI (1.4 KM) WEST ALONG TRUNK
 DQ5542'HIGHWAY 109 FROM THE JUNCTION OF TRUNK HIGHWAY 109 AND COUNTY ROAD 15
 DQ5542'IN DELAVAN, AT TRUNK HIGHWAY 109 MILE POINT 6.45, 66.2 FT (20.2 M)
 DQ5542'NORTH OF TRUNK HIGHWAY 109, 8.6 FT (2.6 M) SOUTH OF A RIGHT-OF-WAY
 DQ5542'POST, 1.5 FT (0.5 M) SOUTH OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DQ5544 ***********************************************************************
 DQ5544  DESIGNATION -  2212 R
 DQ5544  PID         -  DQ5544
 DQ5544  STATE/COUNTY-  MN/FARIBAULT
 DQ5544  COUNTRY     -  US
 DQ5544  USGS QUAD   -  EASTON (2019)
 DQ5544
 DQ5544                         *CURRENT SURVEY CONTROL
 DQ5544  ______________________________________________________________________
 DQ5544* NAD 83(2011) POSITION- 43 45 37.05502(N) 093 59 13.82752(W)   ADJUSTED
 DQ5544* NAD 83(2011) ELLIP HT-   294.882 (meters)        (10/04/19)   ADJUSTED
 DQ5544* NAD 83(2011) EPOCH   -  2010.00
 DQ5544* NAVD 88 ORTHO HEIGHT -   323.578 (meters)     1061.61  (feet) ADJUSTED
 DQ5544  ______________________________________________________________________
 DQ5544  GEOID HEIGHT    -        -28.683 (meters)                     GEOID18
 DQ5544  NAD 83(2011) X  -   -320,836.503 (meters)                     COMP
 DQ5544  NAD 83(2011) Y  - -4,602,982.698 (meters)                     COMP
 DQ5544  NAD 83(2011) Z  -  4,389,098.157 (meters)                     COMP
 DQ5544  LAPLACE CORR    -         -5.94  (seconds)                    DEFLEC18
 DQ5544  DYNAMIC HEIGHT  -        323.511 (meters)     1061.39  (feet) COMP
 DQ5544  MODELED GRAVITY -    980,401.0   (mgal)                       NAVD 88
 DQ5544
 DQ5544  VERT ORDER      -  SECOND    CLASS I
 DQ5544
 DQ5544  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DQ5544  Standards:
 DQ5544         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DQ5544            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DQ5544  -------------------------------------------------------------------
 DQ5544  NETWORK    0.82   1.78           0.37   0.29   0.91      0.02955854
 DQ5544  -------------------------------------------------------------------
 DQ5544  Click here for local accuracies and other accuracy information.
 DQ5544
 DQ5544.The horizontal coordinates were established by GPS observations
 DQ5544.and adjusted by the MN DEPT OF TRANSP in October 2019.
 DQ5544
 DQ5544.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DQ5544.been affixed to the stable North American tectonic plate. See 
 DQ5544.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DQ5544
 DQ5544.The horizontal coordinates are valid at the epoch date displayed above
 DQ5544.which is a decimal equivalence of Year/Month/Day.
 DQ5544
 DQ5544.The orthometric height was determined by differential leveling and
 DQ5544.adjusted by the NATIONAL GEODETIC SURVEY
 DQ5544.in May 2019.
 DQ5544
 DQ5544.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ5544.GEOID18 height accuracy estimate available here.
 DQ5544
 DQ5544.Click photographs - Photos may exist for this station.
 DQ5544
 DQ5544.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DQ5544
 DQ5544.The Laplace correction was computed from DEFLEC18 derived deflections.
 DQ5544
 DQ5544.The ellipsoidal height was determined by GPS observations
 DQ5544.and is referenced to NAD 83.
 DQ5544
 DQ5544.The dynamic height is computed by dividing the NAVD 88
 DQ5544.geopotential number by the normal gravity value computed on the
 DQ5544.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ5544.degrees latitude (g = 980.6199 gals.).
 DQ5544
 DQ5544.The modeled gravity was interpolated from observed gravity values.
 DQ5544
 DQ5544. The following values were computed from the NAD 83(2011) position.
 DQ5544
 DQ5544;                    North         East     Units Scale Factor Converg.
 DQ5544;SPC MN S     -   184,478.793   801,032.837   MT  1.00000507   +0 00 32.4
 DQ5544;SPC MN S     -   605,244.17  2,628,055.23   sFT  1.00000507   +0 00 32.4
 DQ5544;UTM  15      - 4,845,723.175   420,536.050   MT  0.99967767   -0 40 58.1
 DQ5544
 DQ5544!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DQ5544!SPC MN S     -   0.99995376  x   1.00000507  =   0.99995883
 DQ5544!UTM  15      -   0.99995376  x   0.99967767  =   0.99963145
 DQ5544
 DQ5544_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVJ2053645723(NAD 83)
 DQ5544
 DQ5544                          SUPERSEDED SURVEY CONTROL
 DQ5544
 DQ5544.No superseded survey control is available for this station.
 DQ5544
 DQ5544_MARKER: F = FLANGE-ENCASED ROD
 DQ5544_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DQ5544_STAMPING: 2212 R 2016
 DQ5544_MARK LOGO: MNDT
 DQ5544_PROJECTION: RECESSED 5 CENTIMETERS
 DQ5544_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DQ5544_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ5544_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ5544+SATELLITE: SATELLITE OBSERVATIONS - June 28, 2018
 DQ5544_ROD/PIPE-DEPTH: 13.4 meters
 DQ5544
 DQ5544  HISTORY     - Date     Condition        Report By
 DQ5544  HISTORY     - 20160601 MONUMENTED       MNDT
 DQ5544  HISTORY     - 20170602 GOOD             MNDT
 DQ5544  HISTORY     - 20180628 GOOD             MNDT
 DQ5544
 DQ5544                          STATION DESCRIPTION
 DQ5544
 DQ5544'DESCRIBED BY MN DEPT OF TRANSP 2016
 DQ5544'THE MARK IS LOCATED ABOUT 1.7 MI (2.7 KM) EAST OF DELAVAN.
 DQ5544'
 DQ5544'TO REACH THE MARK GO 1.6 MI (2.6 KM) EAST ALONG TRUNK HIGHWAY 109 FROM
 DQ5544'THE JUNCTION OF TRUNK HIGHWAY 109 AND COUNTY ROAD 15 IN DELAVAN, AT
 DQ5544'TRUNK HIGHWAY 109 MILE POINT 8.95.
 DQ5544'
 DQ5544'THE MARK IS LOCATED 70.7 FT (21.5 M) SOUTH OF TRUNK HIGHWAY 109, 48.7
 DQ5544'FT (14.8 M) EAST OF 440TH AVENUE, 4.8 FT (1.5 M) NORTH-NORTHEAST OF
 DQ5544'RIGHT-OF-WAY POST, 1.5 FT (0.5 M) NORTH OF A WITNESS POST.
 DQ5544'
 DQ5544'NOTE-THE STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM ROD
 DQ5544'DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION REMOVABLE DISK
 DQ5544'SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH PVC
 DQ5544'PIPE BACK FILLED WITH WASHED SAND.
 DQ5544
 DQ5544                          STATION RECOVERY (2017)
 DQ5544
 DQ5544'RECOVERY NOTE BY MN DEPT OF TRANSP 2017 (ASL)
 DQ5544'1.7 MILES EAST OF DELAVAN, 1.6 MILES EAST ALONG TRUNK HIGHWAY 109 FROM
 DQ5544'THE JUNCTION OF TRUNK HIGHWAY 109 AND COUNTY ROAD 15 IN DELAVAN, AT
 DQ5544'TRUNK HIGHWAY 109 MILEPOINT 8.95, 70.7 FEET SOUTH OF TRUNK HIGHWAY
 DQ5544'109, 48.7 FEET EAST OF 440TH AVENUE, 4.8 FEET NORTH-NORTHEAST OF A
 DQ5544'RIGHT-OF-WAY POST, 1.5 FEET NORTH OF A WITNESS POST.
 DQ5544
 DQ5544                          STATION RECOVERY (2018)
 DQ5544
 DQ5544'RECOVERY NOTE BY MN DEPT OF TRANSP 2018 (KDJ)
 DQ5544'1.7 MI (2.7 KM) EAST OF DELAVAN, 1.6 MI (2.6 KM) EAST ALONG TRUNK
 DQ5544'HIGHWAY 109 FROM THE JUNCTION OF TRUNK HIGHWAY 109 AND COUNTY ROAD 15
 DQ5544'IN DELAVAN, AT TRUNK HIGHWAY 109 MILE POINT 8.95, 70.7 FT (21.5 M)
 DQ5544'SOUTH OF TRUNK HIGHWAY 109, 48.7 FT (14.8 M) EAST OF 440TH AVENUE, 4.8
 DQ5544'FT (1.5 M) NORTH-NORTHEAST OF A RIGHT-OF-WAY POST, 1.5 FT (0.5 M)
 DQ5544'NORTH OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DQ5545 ***********************************************************************
 DQ5545  DESIGNATION -  2212 S
 DQ5545  PID         -  DQ5545
 DQ5545  STATE/COUNTY-  MN/FARIBAULT
 DQ5545  COUNTRY     -  US
 DQ5545  USGS QUAD   -  EASTON (2019)
 DQ5545
 DQ5545                         *CURRENT SURVEY CONTROL
 DQ5545  ______________________________________________________________________
 DQ5545* NAD 83(2011) POSITION- 43 45 36.87803(N) 093 58 01.40332(W)   ADJUSTED
 DQ5545* NAD 83(2011) ELLIP HT-   299.142 (meters)        (10/04/19)   ADJUSTED
 DQ5545* NAD 83(2011) EPOCH   -  2010.00
 DQ5545* NAVD 88 ORTHO HEIGHT -   327.870 (meters)     1075.69  (feet) ADJUSTED
 DQ5545  ______________________________________________________________________
 DQ5545  GEOID HEIGHT    -        -28.733 (meters)                     GEOID18
 DQ5545  NAD 83(2011) X  -   -319,220.747 (meters)                     COMP
 DQ5545  NAD 83(2011) Y  - -4,603,101.906 (meters)                     COMP
 DQ5545  NAD 83(2011) Z  -  4,389,097.158 (meters)                     COMP
 DQ5545  LAPLACE CORR    -         -5.99  (seconds)                    DEFLEC18
 DQ5545  DYNAMIC HEIGHT  -        327.801 (meters)     1075.46  (feet) COMP
 DQ5545  MODELED GRAVITY -    980,400.0   (mgal)                       NAVD 88
 DQ5545
 DQ5545  VERT ORDER      -  SECOND    CLASS I
 DQ5545
 DQ5545  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DQ5545  Standards:
 DQ5545         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DQ5545            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DQ5545  -------------------------------------------------------------------
 DQ5545  NETWORK    0.80   1.80           0.36   0.28   0.92      0.06083965
 DQ5545  -------------------------------------------------------------------
 DQ5545  Click here for local accuracies and other accuracy information.
 DQ5545
 DQ5545.The horizontal coordinates were established by GPS observations
 DQ5545.and adjusted by the MN DEPT OF TRANSP in October 2019.
 DQ5545
 DQ5545.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DQ5545.been affixed to the stable North American tectonic plate. See 
 DQ5545.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DQ5545
 DQ5545.The horizontal coordinates are valid at the epoch date displayed above
 DQ5545.which is a decimal equivalence of Year/Month/Day.
 DQ5545
 DQ5545.The orthometric height was determined by differential leveling and
 DQ5545.adjusted by the NATIONAL GEODETIC SURVEY
 DQ5545.in May 2019.
 DQ5545
 DQ5545.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ5545.GEOID18 height accuracy estimate available here.
 DQ5545
 DQ5545.Click photographs - Photos may exist for this station.
 DQ5545
 DQ5545.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DQ5545
 DQ5545.The Laplace correction was computed from DEFLEC18 derived deflections.
 DQ5545
 DQ5545.The ellipsoidal height was determined by GPS observations
 DQ5545.and is referenced to NAD 83.
 DQ5545
 DQ5545.The dynamic height is computed by dividing the NAVD 88
 DQ5545.geopotential number by the normal gravity value computed on the
 DQ5545.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ5545.degrees latitude (g = 980.6199 gals.).
 DQ5545
 DQ5545.The modeled gravity was interpolated from observed gravity values.
 DQ5545
 DQ5545. The following values were computed from the NAD 83(2011) position.
 DQ5545
 DQ5545;                    North         East     Units Scale Factor Converg.
 DQ5545;SPC MN S     -   184,473.784   802,652.905   MT  1.00000508   +0 01 23.1
 DQ5545;SPC MN S     -   605,227.74  2,633,370.41   sFT  1.00000508   +0 01 23.1
 DQ5545;UTM  15      - 4,845,698.611   422,155.406   MT  0.99967453   -0 40 08.0
 DQ5545
 DQ5545!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DQ5545!SPC MN S     -   0.99995309  x   1.00000508  =   0.99995817
 DQ5545!UTM  15      -   0.99995309  x   0.99967453  =   0.99962764
 DQ5545
 DQ5545_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVJ2215545698(NAD 83)
 DQ5545
 DQ5545                          SUPERSEDED SURVEY CONTROL
 DQ5545
 DQ5545.No superseded survey control is available for this station.
 DQ5545
 DQ5545_MARKER: F = FLANGE-ENCASED ROD
 DQ5545_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DQ5545_STAMPING: 2212 S 2016
 DQ5545_MARK LOGO: MNDT
 DQ5545_PROJECTION: RECESSED 8 CENTIMETERS
 DQ5545_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DQ5545_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ5545_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ5545+SATELLITE: SATELLITE OBSERVATIONS - June 28, 2018
 DQ5545_ROD/PIPE-DEPTH: 9.8 meters
 DQ5545
 DQ5545  HISTORY     - Date     Condition        Report By
 DQ5545  HISTORY     - 20160601 MONUMENTED       MNDT
 DQ5545  HISTORY     - 20170601 GOOD             MNDT
 DQ5545  HISTORY     - 20180628 GOOD             MNDT
 DQ5545
 DQ5545                          STATION DESCRIPTION
 DQ5545
 DQ5545'DESCRIBED BY MN DEPT OF TRANSP 2016
 DQ5545'THE MARK IS LOCATED ABOUT 2.6 MI (4.2 KM) EAST OF DELAVAN.
 DQ5545'
 DQ5545'TO REACH THE MARK GO 2.6 MI (4.2 KM) EAST ALONG TRUNK HIGHWAY 109 FROM
 DQ5545'THE JUNCTION OF TRUNK HIGHWAY 109 AND COUNTY ROAD 15 IN DELAVAN, AT
 DQ5545'TRUNK HIGHWAY 109 MILE POINT 9.95.
 DQ5545'
 DQ5545'THE MARK IS LOCATED 127.2 FT (38.8 M) SOUTH OF TRUNK HIGHWAY 109, 77.1
 DQ5545'FT (23.5 M) EAST OF 450TH AVENUE, 4.7 FT (1.4 M) SOUTHWEST OF
 DQ5545'RIGHT-OF-WAY POST, 4.7 FT (1.4 M) SOUTHWEST OF A WITNESS POST.
 DQ5545'
 DQ5545'NOTE-THE STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM ROD
 DQ5545'DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION REMOVABLE DISK
 DQ5545'SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH PVC
 DQ5545'PIPE BACK FILLED WITH WASHED SAND.
 DQ5545
 DQ5545                          STATION RECOVERY (2017)
 DQ5545
 DQ5545'RECOVERY NOTE BY MN DEPT OF TRANSP 2017 (CDS)
 DQ5545'2.6 MILES EAST OF DELAVAN, 2.6 MILES EAST ALONG TRUNK HIGHWAY 109 FROM
 DQ5545'THE JUNCTION OF TRUNK HIGHWAY 109 AND COUNTY ROAD 15 IN DELAVAN, AT
 DQ5545'TRUNK HIGHWAY 109 MILEPOINT 9.95, 127.2 FEET SOUTH OF TRUNK HIGHWAY
 DQ5545'109, 77.1 FEET EAST OF 450TH AVENUE, 4.7 FEET SOUTHWEST OF A
 DQ5545'RIGHT-OF-WAY POST, 4.7 FEET SOUTHWEST OF A WITNESS POST.
 DQ5545
 DQ5545                          STATION RECOVERY (2018)
 DQ5545
 DQ5545'RECOVERY NOTE BY MN DEPT OF TRANSP 2018 (KDJ)
 DQ5545'2.6 MI (4.2 KM) EAST OF DELAVAN, 2.6 MI (4.2 KM) EAST ALONG TRUNK
 DQ5545'HIGHWAY 109 FROM THE JUNCTION OF TRUNK HIGHWAY 109 AND COUNTY ROAD 15
 DQ5545'IN DELAVAN, AT TRUNK HIGHWAY 109 MILE POINT 9.95, 127.2 FT (38.8 M)
 DQ5545'SOUTH OF TRUNK HIGHWAY 109, 77.1 FT (23.5 M) EAST OF 450TH AVENUE, 4.7
 DQ5545'FT (1.4 M) SOUTHWEST OF A RIGHT-OF-WAY POST, 4.7 FT (1.4 M) SOUTHWEST
 DQ5545'OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DQ5548 ***********************************************************************
 DQ5548  DESIGNATION -  2212 T
 DQ5548  PID         -  DQ5548
 DQ5548  STATE/COUNTY-  MN/FARIBAULT
 DQ5548  COUNTRY     -  US
 DQ5548  USGS QUAD   -  EASTON (2019)
 DQ5548
 DQ5548                         *CURRENT SURVEY CONTROL
 DQ5548  ______________________________________________________________________
 DQ5548* NAD 83(2011) POSITION- 43 45 38.81137(N) 093 55 20.89653(W)   ADJUSTED
 DQ5548* NAD 83(2011) ELLIP HT-   300.225 (meters)        (10/04/19)   ADJUSTED
 DQ5548* NAD 83(2011) EPOCH   -  2010.00
 DQ5548* NAVD 88 ORTHO HEIGHT -   329.055 (meters)     1079.57  (feet) ADJUSTED
 DQ5548  ______________________________________________________________________
 DQ5548  GEOID HEIGHT    -        -28.840 (meters)                     GEOID18
 DQ5548  NAD 83(2011) X  -   -315,635.937 (meters)                     COMP
 DQ5548  NAD 83(2011) Y  - -4,603,308.522 (meters)                     COMP
 DQ5548  NAD 83(2011) Z  -  4,389,141.004 (meters)                     COMP
 DQ5548  LAPLACE CORR    -         -5.63  (seconds)                    DEFLEC18
 DQ5548  DYNAMIC HEIGHT  -        328.985 (meters)     1079.35  (feet) COMP
 DQ5548  MODELED GRAVITY -    980,396.9   (mgal)                       NAVD 88
 DQ5548
 DQ5548  VERT ORDER      -  SECOND    CLASS I
 DQ5548
 DQ5548  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DQ5548  Standards:
 DQ5548         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DQ5548            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DQ5548  -------------------------------------------------------------------
 DQ5548  NETWORK    0.83   1.80           0.38   0.29   0.92      0.05855609
 DQ5548  -------------------------------------------------------------------
 DQ5548  Click here for local accuracies and other accuracy information.
 DQ5548
 DQ5548.The horizontal coordinates were established by GPS observations
 DQ5548.and adjusted by the MN DEPT OF TRANSP in October 2019.
 DQ5548
 DQ5548.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DQ5548.been affixed to the stable North American tectonic plate. See 
 DQ5548.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DQ5548
 DQ5548.The horizontal coordinates are valid at the epoch date displayed above
 DQ5548.which is a decimal equivalence of Year/Month/Day.
 DQ5548
 DQ5548.The orthometric height was determined by differential leveling and
 DQ5548.adjusted by the NATIONAL GEODETIC SURVEY
 DQ5548.in May 2019.
 DQ5548
 DQ5548.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ5548.GEOID18 height accuracy estimate available here.
 DQ5548
 DQ5548.Click photographs - Photos may exist for this station.
 DQ5548
 DQ5548.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DQ5548
 DQ5548.The Laplace correction was computed from DEFLEC18 derived deflections.
 DQ5548
 DQ5548.The ellipsoidal height was determined by GPS observations
 DQ5548.and is referenced to NAD 83.
 DQ5548
 DQ5548.The dynamic height is computed by dividing the NAVD 88
 DQ5548.geopotential number by the normal gravity value computed on the
 DQ5548.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ5548.degrees latitude (g = 980.6199 gals.).
 DQ5548
 DQ5548.The modeled gravity was interpolated from observed gravity values.
 DQ5548
 DQ5548. The following values were computed from the NAD 83(2011) position.
 DQ5548
 DQ5548;                    North         East     Units Scale Factor Converg.
 DQ5548;SPC MN S     -   184,535.879   806,243.245   MT  1.00000496   +0 03 15.6
 DQ5548;SPC MN S     -   605,431.46  2,645,149.71   sFT  1.00000496   +0 03 15.6
 DQ5548;UTM  15      - 4,845,717.322   425,745.036   MT  0.99966782   -0 38 17.0
 DQ5548
 DQ5548!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DQ5548!SPC MN S     -   0.99995292  x   1.00000496  =   0.99995788
 DQ5548!UTM  15      -   0.99995292  x   0.99966782  =   0.99962076
 DQ5548
 DQ5548_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVJ2574545717(NAD 83)
 DQ5548
 DQ5548                          SUPERSEDED SURVEY CONTROL
 DQ5548
 DQ5548.No superseded survey control is available for this station.
 DQ5548
 DQ5548_MARKER: F = FLANGE-ENCASED ROD
 DQ5548_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DQ5548_STAMPING: 2212 T 2016
 DQ5548_MARK LOGO: MNDT
 DQ5548_PROJECTION: RECESSED 8 CENTIMETERS
 DQ5548_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DQ5548_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ5548_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ5548+SATELLITE: SATELLITE OBSERVATIONS - June 28, 2018
 DQ5548_ROD/PIPE-DEPTH: 7.3 meters
 DQ5548
 DQ5548  HISTORY     - Date     Condition        Report By
 DQ5548  HISTORY     - 20160608 MONUMENTED       MNDT
 DQ5548  HISTORY     - 20170601 GOOD             MNDT
 DQ5548  HISTORY     - 20180628 GOOD             MNDT
 DQ5548
 DQ5548                          STATION DESCRIPTION
 DQ5548
 DQ5548'DESCRIBED BY MN DEPT OF TRANSP 2016
 DQ5548'THE MARK IS LOCATED ABOUT 1.1 MI (1.8 KM) WEST OF EASTON.
 DQ5548'
 DQ5548'TO REACH THE MARK GO 1.05 MI (1.69 KM) WEST ALONG TRUNK HIGHWAY 109
 DQ5548'FROM THE JUNCTION TRUNK HIGHWAY 109 AND MAIN STREET IN EASTON, AT
 DQ5548'TRUNK HIGHWAY 109 MILE POINT 12.15.
 DQ5548'
 DQ5548'THE MARK IS LOCATED 49.2 FT (15.0 M) NORTH OF TRUNK HIGHWAY 109, 32.5
 DQ5548'FT (9.9 M) WEST OF A FIELD ENTRANCE, 27.8 FT (8.5 M) SOUTH-SOUTHEAST
 DQ5548'OF POWER POLE, 1.5 FT (0.5 M) SOUTH OF A WITNESS POST.
 DQ5548'
 DQ5548'NOTE-THE STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM ROD
 DQ5548'DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION REMOVABLE DISK
 DQ5548'SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH PVC
 DQ5548'PIPE BACK FILLED WITH WASHED SAND.
 DQ5548
 DQ5548                          STATION RECOVERY (2017)
 DQ5548
 DQ5548'RECOVERY NOTE BY MN DEPT OF TRANSP 2017 (ASL)
 DQ5548'1.1 MILES WEST OF EASTON, 1.05 MILES WEST ALONG TRUNK HIGHWAY 109 FROM
 DQ5548'THE JUNCTION OF TRUNK HIGHWAY 109 AND MAIN STREET IN EASTON, AT TRUNK
 DQ5548'HIGHWAY 109 MILEPOINT 12.15, 49.2 FEET NORTH OF TRUNK HIGHWAY 109,
 DQ5548'32.5 FEET WEST OF A FIELD ENTRANCE, 27.8 FEET SOUTH-SOUTHEAST OF A
 DQ5548'POWER POLE, 1.5 FEET SOUTH OF A WITNESS POST.
 DQ5548
 DQ5548                          STATION RECOVERY (2018)
 DQ5548
 DQ5548'RECOVERY NOTE BY MN DEPT OF TRANSP 2018 (KDJ)
 DQ5548'1.1 MI (1.8 KM) WEST OF EASTON, 1.05 MI (1.69 KM) WEST ALONG TRUNK
 DQ5548'HIGHWAY 109 FROM THE JUNCTION TRUNK HIGHWAY 109 AND MAIN STREET IN
 DQ5548'EASTON, AT TRUNK HIGHWAY 109 MILE POINT 12.15, 49.2 FT (15.0 M) NORTH
 DQ5548'OF TRUNK HIGHWAY 109, 32.5 FT (9.9 M) WEST OF A FIELD ENTRANCE, 27.8
 DQ5548'FT (8.5 M) SOUTH-SOUTHEAST OF A POWER POLE, 1.5 FT (0.5 M) SOUTH OF A
 DQ5548'WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DQ5550 ***********************************************************************
 DQ5550  DESIGNATION -  2212 U
 DQ5550  PID         -  DQ5550
 DQ5550  STATE/COUNTY-  MN/FARIBAULT
 DQ5550  COUNTRY     -  US
 DQ5550  USGS QUAD   -  EASTON (2019)
 DQ5550
 DQ5550                         *CURRENT SURVEY CONTROL
 DQ5550  ______________________________________________________________________
 DQ5550* NAD 83(2011) POSITION- 43 45 37.56629(N) 093 54 13.35789(W)   ADJUSTED
 DQ5550* NAD 83(2011) ELLIP HT-   292.798 (meters)        (10/04/19)   ADJUSTED
 DQ5550* NAD 83(2011) EPOCH   -  2010.00
 DQ5550* NAVD 88 ORTHO HEIGHT -   321.682 (meters)     1055.39  (feet) ADJUSTED
 DQ5550  ______________________________________________________________________
 DQ5550  GEOID HEIGHT    -        -28.883 (meters)                     GEOID18
 DQ5550  NAD 83(2011) X  -   -314,130.073 (meters)                     COMP
 DQ5550  NAD 83(2011) Y  - -4,603,432.792 (meters)                     COMP
 DQ5550  NAD 83(2011) Z  -  4,389,108.112 (meters)                     COMP
 DQ5550  LAPLACE CORR    -         -5.48  (seconds)                    DEFLEC18
 DQ5550  DYNAMIC HEIGHT  -        321.613 (meters)     1055.16  (feet) COMP
 DQ5550  MODELED GRAVITY -    980,395.1   (mgal)                       NAVD 88
 DQ5550
 DQ5550  VERT ORDER      -  SECOND    CLASS I
 DQ5550
 DQ5550  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DQ5550  Standards:
 DQ5550         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DQ5550            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DQ5550  -------------------------------------------------------------------
 DQ5550  NETWORK    0.83   1.76           0.38   0.29   0.90      0.03868540
 DQ5550  -------------------------------------------------------------------
 DQ5550  Click here for local accuracies and other accuracy information.
 DQ5550
 DQ5550.The horizontal coordinates were established by GPS observations
 DQ5550.and adjusted by the MN DEPT OF TRANSP in October 2019.
 DQ5550
 DQ5550.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DQ5550.been affixed to the stable North American tectonic plate. See 
 DQ5550.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DQ5550
 DQ5550.The horizontal coordinates are valid at the epoch date displayed above
 DQ5550.which is a decimal equivalence of Year/Month/Day.
 DQ5550
 DQ5550.The orthometric height was determined by differential leveling and
 DQ5550.adjusted by the NATIONAL GEODETIC SURVEY
 DQ5550.in May 2019.
 DQ5550
 DQ5550.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ5550.GEOID18 height accuracy estimate available here.
 DQ5550
 DQ5550.Click photographs - Photos may exist for this station.
 DQ5550
 DQ5550.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DQ5550
 DQ5550.The Laplace correction was computed from DEFLEC18 derived deflections.
 DQ5550
 DQ5550.The ellipsoidal height was determined by GPS observations
 DQ5550.and is referenced to NAD 83.
 DQ5550
 DQ5550.The dynamic height is computed by dividing the NAVD 88
 DQ5550.geopotential number by the normal gravity value computed on the
 DQ5550.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ5550.degrees latitude (g = 980.6199 gals.).
 DQ5550
 DQ5550.The modeled gravity was interpolated from observed gravity values.
 DQ5550
 DQ5550. The following values were computed from the NAD 83(2011) position.
 DQ5550
 DQ5550;                    North         East     Units Scale Factor Converg.
 DQ5550;SPC MN S     -   184,499.058   807,754.057   MT  1.00000504   +0 04 03.0
 DQ5550;SPC MN S     -   605,310.66  2,650,106.44   sFT  1.00000504   +0 04 03.0
 DQ5550;UTM  15      - 4,845,662.263   427,254.781   MT  0.99966509   -0 37 30.3
 DQ5550
 DQ5550!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DQ5550!SPC MN S     -   0.99995409  x   1.00000504  =   0.99995913
 DQ5550!UTM  15      -   0.99995409  x   0.99966509  =   0.99961919
 DQ5550
 DQ5550_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVJ2725445662(NAD 83)
 DQ5550
 DQ5550                          SUPERSEDED SURVEY CONTROL
 DQ5550
 DQ5550.No superseded survey control is available for this station.
 DQ5550
 DQ5550_MARKER: F = FLANGE-ENCASED ROD
 DQ5550_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DQ5550_STAMPING: 2212 U 2016
 DQ5550_MARK LOGO: MNDT
 DQ5550_PROJECTION: RECESSED 5 CENTIMETERS
 DQ5550_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DQ5550_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ5550_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ5550+SATELLITE: SATELLITE OBSERVATIONS - June 28, 2018
 DQ5550_ROD/PIPE-DEPTH: 7.0 meters
 DQ5550
 DQ5550  HISTORY     - Date     Condition        Report By
 DQ5550  HISTORY     - 20160608 MONUMENTED       MNDT
 DQ5550  HISTORY     - 20170601 GOOD             MNDT
 DQ5550  HISTORY     - 20180628 GOOD             MNDT
 DQ5550
 DQ5550                          STATION DESCRIPTION
 DQ5550
 DQ5550'DESCRIBED BY MN DEPT OF TRANSP 2016
 DQ5550'THE STATION IS LOCATED ABOUT 6.7 MI (10.8 KM) SOUTH-SOUTHWEST OF
 DQ5550'MINNESOTA LAKE, 5.8 MI (9.3 KM) EAST OF DELAVAN AND IN THE TOWN OF
 DQ5550'EASTON, MN.
 DQ5550'
 DQ5550'TO REACH THE MARK GO 0.15 MI (0.24 KM) WEST ALONG TRUNK HIGHWAY 109
 DQ5550'FROM THE JUNCTION OF TRUNK HIGHWAY 109 AND MAIN STREET IN EASTON, AT
 DQ5550'TRUNK HIGHWAY 109 MILE POINT 13.1.
 DQ5550'
 DQ5550'THE MARK IS LOCATED 73.6 FT (22.4 M) SOUTH OF TRUNK HIGHWAY 109, 1.5
 DQ5550'FT (0.5 M) NORTH OF A WITNESS POST.
 DQ5550'
 DQ5550'NOTE-THE STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM ROD
 DQ5550'DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION REMOVABLE DISK
 DQ5550'SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH PVC
 DQ5550'PIPE BACK FILLED WITH WASHED SAND.
 DQ5550
 DQ5550                          STATION RECOVERY (2017)
 DQ5550
 DQ5550'RECOVERY NOTE BY MN DEPT OF TRANSP 2017 (ASL)
 DQ5550'0.4 MILE SOUTH OF EASTON, 0.15 MILE WEST ALONG TRUNK HIGHWAY 109 FROM
 DQ5550'THE JUNCTION OF TRUNK HIGHWAY 109 AND MAIN STREET IN EASTON, AT TRUNK
 DQ5550'HIGHWAY 109 MILEPOINT 13.1, 73.6 FEET SOUTH OF TRUNK HIGHWAY 109, 1.5
 DQ5550'FEET NORTH OF A WITNESS POST.
 DQ5550
 DQ5550                          STATION RECOVERY (2018)
 DQ5550
 DQ5550'RECOVERY NOTE BY MN DEPT OF TRANSP 2018 (KDJ)
 DQ5550'0.4 MI (0.6 KM) SOUTH OF EASTON, 0.15 MI (0.24 KM) WEST ALONG TRUNK
 DQ5550'HIGHWAY 109 FROM THE JUNCTION OF TRUNK HIGHWAY 109 AND MAIN STREET IN
 DQ5550'EASTON, AT TRUNK HIGHWAY 109 MILE POINT 13.1, 73.6 FT (22.4 M) SOUTH
 DQ5550'OF TRUNK HIGHWAY 109, 1.5 FT (0.5 M) NORTH OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DQ5552 ***********************************************************************
 DQ5552  DESIGNATION -  2212 V
 DQ5552  PID         -  DQ5552
 DQ5552  STATE/COUNTY-  MN/FARIBAULT
 DQ5552  COUNTRY     -  US
 DQ5552  USGS QUAD   -  MINNESOTA LAKE (2019)
 DQ5552
 DQ5552                         *CURRENT SURVEY CONTROL
 DQ5552  ______________________________________________________________________
 DQ5552* NAD 83(2011) POSITION- 43 45 37.83119(N) 093 51 31.56597(W)   ADJUSTED
 DQ5552* NAD 83(2011) ELLIP HT-   297.112 (meters)        (10/04/19)   ADJUSTED
 DQ5552* NAD 83(2011) EPOCH   -  2010.00
 DQ5552* NAVD 88 ORTHO HEIGHT -   326.078 (meters)     1069.81  (feet) ADJUSTED
 DQ5552  ______________________________________________________________________
 DQ5552  GEOID HEIGHT    -        -28.980 (meters)                     GEOID18
 DQ5552  NAD 83(2011) X  -   -310,518.922 (meters)                     COMP
 DQ5552  NAD 83(2011) Y  - -4,603,675.243 (meters)                     COMP
 DQ5552  NAD 83(2011) Z  -  4,389,117.001 (meters)                     COMP
 DQ5552  LAPLACE CORR    -         -5.19  (seconds)                    DEFLEC18
 DQ5552  DYNAMIC HEIGHT  -        326.006 (meters)     1069.57  (feet) COMP
 DQ5552  MODELED GRAVITY -    980,390.3   (mgal)                       NAVD 88
 DQ5552
 DQ5552  VERT ORDER      -  SECOND    CLASS I
 DQ5552
 DQ5552  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DQ5552  Standards:
 DQ5552         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DQ5552            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DQ5552  -------------------------------------------------------------------
 DQ5552  NETWORK    0.83   1.78           0.38   0.28   0.91      0.05751399
 DQ5552  -------------------------------------------------------------------
 DQ5552  Click here for local accuracies and other accuracy information.
 DQ5552
 DQ5552.The horizontal coordinates were established by GPS observations
 DQ5552.and adjusted by the MN DEPT OF TRANSP in October 2019.
 DQ5552
 DQ5552.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DQ5552.been affixed to the stable North American tectonic plate. See 
 DQ5552.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DQ5552
 DQ5552.The horizontal coordinates are valid at the epoch date displayed above
 DQ5552.which is a decimal equivalence of Year/Month/Day.
 DQ5552
 DQ5552.The orthometric height was determined by differential leveling and
 DQ5552.adjusted by the NATIONAL GEODETIC SURVEY
 DQ5552.in May 2019.
 DQ5552
 DQ5552.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ5552.GEOID18 height accuracy estimate available here.
 DQ5552
 DQ5552.Click photographs - Photos may exist for this station.
 DQ5552
 DQ5552.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DQ5552
 DQ5552.The Laplace correction was computed from DEFLEC18 derived deflections.
 DQ5552
 DQ5552.The ellipsoidal height was determined by GPS observations
 DQ5552.and is referenced to NAD 83.
 DQ5552
 DQ5552.The dynamic height is computed by dividing the NAVD 88
 DQ5552.geopotential number by the normal gravity value computed on the
 DQ5552.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ5552.degrees latitude (g = 980.6199 gals.).
 DQ5552
 DQ5552.The modeled gravity was interpolated from observed gravity values.
 DQ5552
 DQ5552. The following values were computed from the NAD 83(2011) position.
 DQ5552
 DQ5552;                    North         East     Units Scale Factor Converg.
 DQ5552;SPC MN S     -   184,512.492   811,373.172   MT  1.00000502   +0 05 56.4
 DQ5552;SPC MN S     -   605,354.73  2,661,980.15   sFT  1.00000502   +0 05 56.4
 DQ5552;UTM  15      - 4,845,631.948   430,872.552   MT  0.99965877   -0 35 38.4
 DQ5552
 DQ5552!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DQ5552!SPC MN S     -   0.99995341  x   1.00000502  =   0.99995843
 DQ5552!UTM  15      -   0.99995341  x   0.99965877  =   0.99961220
 DQ5552
 DQ5552_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVJ3087245631(NAD 83)
 DQ5552
 DQ5552                          SUPERSEDED SURVEY CONTROL
 DQ5552
 DQ5552.No superseded survey control is available for this station.
 DQ5552
 DQ5552_MARKER: F = FLANGE-ENCASED ROD
 DQ5552_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DQ5552_STAMPING: 2212 V 2016
 DQ5552_MARK LOGO: MNDT
 DQ5552_PROJECTION: RECESSED 5 CENTIMETERS
 DQ5552_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DQ5552_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ5552_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ5552+SATELLITE: SATELLITE OBSERVATIONS - July 18, 2018
 DQ5552_ROD/PIPE-DEPTH: 6.1 meters
 DQ5552
 DQ5552  HISTORY     - Date     Condition        Report By
 DQ5552  HISTORY     - 20160608 MONUMENTED       MNDT
 DQ5552  HISTORY     - 20170601 GOOD             MNDT
 DQ5552  HISTORY     - 20180718 GOOD             MNDT
 DQ5552
 DQ5552                          STATION DESCRIPTION
 DQ5552
 DQ5552'DESCRIBED BY MN DEPT OF TRANSP 2016
 DQ5552'THE MARK IS LOCATED ABOUT 2.1 MI (3.4 KM) EAST OF EASTON.
 DQ5552'
 DQ5552'TO REACH THE MARK GO 2.15 MI (3.46 KM) EAST ALONG TRUNK HIGHWAY 109
 DQ5552'FROM THE JUNCTION OF TRUNK HIGHWAY 109 AND MAIN STREET IN EASTON, AT
 DQ5552'TRUNK HIGHWAY 109 MILE POINT 15.4.
 DQ5552'
 DQ5552'THE MARK IS LOCATED 72.8 FT (22.2 M) SOUTH OF TRUNK HIGHWAY 109, 18.5
 DQ5552'FT (5.6 M) EAST OF A FIELD ENTRANCE, 6.0 FT (1.8 M) EAST OF
 DQ5552'RIGHT-OF-WAY POST, 1.5 FT (0.5 M) NORTH OF A WITNESS POST.
 DQ5552'
 DQ5552'NOTE-THE STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM ROD
 DQ5552'DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION REMOVABLE DISK
 DQ5552'SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH PVC
 DQ5552'PIPE BACK FILLED WITH WASHED SAND.
 DQ5552
 DQ5552                          STATION RECOVERY (2017)
 DQ5552
 DQ5552'RECOVERY NOTE BY MN DEPT OF TRANSP 2017 (CDS)
 DQ5552'2.1 MILES EAST OF EASTON, 2.15 MILES EAST ALONG TRUNK HIGHWAY 109 FROM
 DQ5552'THE JUNCTION OF TRUNK HIGHWAY 109 AND MAIN STREET IN EASTON, AT TRUNK
 DQ5552'HIGHWAY 109 MILEPOINT 15.4, 72.8 FEET SOUTH OF TRUNK HIGHWAY 109, 18.5
 DQ5552'FEET EAST OF A FIELD ENTRANCE, 6.0 FEET EAST OF A RIGHT-OF-WAY POST,
 DQ5552'1.5 FEET NORTH OF A WITNESS POST.
 DQ5552
 DQ5552                          STATION RECOVERY (2018)
 DQ5552
 DQ5552'RECOVERY NOTE BY MN DEPT OF TRANSP 2018 (TJD)
 DQ5552'2.1 MI (3.4 KM) EAST OF EASTON, 2.15 MI (3.46 KM) EAST ALONG TRUNK
 DQ5552'HIGHWAY 109 FROM THE JUNCTION OF TRUNK HIGHWAY 109 AND MAIN STREET IN
 DQ5552'EASTON, AT TRUNK HIGHWAY 109 MILE POINT 15.4, 72.8 FT (22.2 M) SOUTH
 DQ5552'OF TRUNK HIGHWAY 109, 18.5 FT (5.6 M) EAST OF A FIELD ENTRANCE, 6.0 FT
 DQ5552'(1.8 M) EAST OF A RIGHT-OF-WAY POST, 1.5 FT (0.5 M) NORTH OF A WITNESS
 DQ5552'POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DQ5553 ***********************************************************************
 DQ5553  DESIGNATION -  2212 W
 DQ5553  PID         -  DQ5553
 DQ5553  STATE/COUNTY-  MN/FARIBAULT
 DQ5553  COUNTRY     -  US
 DQ5553  USGS QUAD   -  MINNESOTA LAKE (2019)
 DQ5553
 DQ5553                         *CURRENT SURVEY CONTROL
 DQ5553  ______________________________________________________________________
 DQ5553* NAD 83(2011) POSITION- 43 45 10.64754(N) 093 50 52.26409(W)   ADJUSTED
 DQ5553* NAD 83(2011) ELLIP HT-   295.400 (meters)        (10/04/19)   ADJUSTED
 DQ5553* NAD 83(2011) EPOCH   -  2010.00
 DQ5553* NAVD 88 ORTHO HEIGHT -   324.406 (meters)     1064.32  (feet) ADJUSTED
 DQ5553  ______________________________________________________________________
 DQ5553  GEOID HEIGHT    -        -29.007 (meters)                     GEOID18
 DQ5553  NAD 83(2011) X  -   -309,680.584 (meters)                     COMP
 DQ5553  NAD 83(2011) Y  - -4,604,312.044 (meters)                     COMP
 DQ5553  NAD 83(2011) Z  -  4,388,509.812 (meters)                     COMP
 DQ5553  LAPLACE CORR    -         -5.11  (seconds)                    DEFLEC18
 DQ5553  DYNAMIC HEIGHT  -        324.334 (meters)     1064.09  (feet) COMP
 DQ5553  MODELED GRAVITY -    980,388.2   (mgal)                       NAVD 88
 DQ5553
 DQ5553  VERT ORDER      -  SECOND    CLASS I
 DQ5553
 DQ5553  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DQ5553  Standards:
 DQ5553         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DQ5553            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DQ5553  -------------------------------------------------------------------
 DQ5553  NETWORK    0.84   1.88           0.38   0.29   0.96      0.07588101
 DQ5553  -------------------------------------------------------------------
 DQ5553  Click here for local accuracies and other accuracy information.
 DQ5553
 DQ5553.The horizontal coordinates were established by GPS observations
 DQ5553.and adjusted by the MN DEPT OF TRANSP in October 2019.
 DQ5553
 DQ5553.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DQ5553.been affixed to the stable North American tectonic plate. See 
 DQ5553.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DQ5553
 DQ5553.The horizontal coordinates are valid at the epoch date displayed above
 DQ5553.which is a decimal equivalence of Year/Month/Day.
 DQ5553
 DQ5553.The orthometric height was determined by differential leveling and
 DQ5553.adjusted by the NATIONAL GEODETIC SURVEY
 DQ5553.in May 2019.
 DQ5553
 DQ5553.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ5553.GEOID18 height accuracy estimate available here.
 DQ5553
 DQ5553.Click photographs - Photos may exist for this station.
 DQ5553
 DQ5553.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DQ5553
 DQ5553.The Laplace correction was computed from DEFLEC18 derived deflections.
 DQ5553
 DQ5553.The ellipsoidal height was determined by GPS observations
 DQ5553.and is referenced to NAD 83.
 DQ5553
 DQ5553.The dynamic height is computed by dividing the NAVD 88
 DQ5553.geopotential number by the normal gravity value computed on the
 DQ5553.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ5553.degrees latitude (g = 980.6199 gals.).
 DQ5553
 DQ5553.The modeled gravity was interpolated from observed gravity values.
 DQ5553
 DQ5553. The following values were computed from the NAD 83(2011) position.
 DQ5553
 DQ5553;                    North         East     Units Scale Factor Converg.
 DQ5553;SPC MN S     -   183,675.092   812,253.877   MT  1.00000672   +0 06 23.9
 DQ5553;SPC MN S     -   602,607.36  2,664,869.59   sFT  1.00000672   +0 06 23.9
 DQ5553;UTM  15      - 4,844,784.252   431,742.762   MT  0.99965730   -0 35 10.9
 DQ5553
 DQ5553!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DQ5553!SPC MN S     -   0.99995368  x   1.00000672  =   0.99996040
 DQ5553!UTM  15      -   0.99995368  x   0.99965730  =   0.99961100
 DQ5553
 DQ5553_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVJ3174244784(NAD 83)
 DQ5553
 DQ5553                          SUPERSEDED SURVEY CONTROL
 DQ5553
 DQ5553.No superseded survey control is available for this station.
 DQ5553
 DQ5553_MARKER: F = FLANGE-ENCASED ROD
 DQ5553_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DQ5553_STAMPING: 2212 W 2016
 DQ5553_MARK LOGO: MNDT
 DQ5553_PROJECTION: RECESSED 20 CENTIMETERS
 DQ5553_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DQ5553_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ5553_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ5553+SATELLITE: SATELLITE OBSERVATIONS - September 24, 2019
 DQ5553_ROD/PIPE-DEPTH: 6.1 meters
 DQ5553
 DQ5553  HISTORY     - Date     Condition        Report By
 DQ5553  HISTORY     - 20160608 MONUMENTED       MNDT
 DQ5553  HISTORY     - 20170601 GOOD             MNDT
 DQ5553  HISTORY     - 20180718 GOOD             MNDT
 DQ5553  HISTORY     - 20190924 GOOD             MNDT
 DQ5553
 DQ5553                          STATION DESCRIPTION
 DQ5553
 DQ5553'DESCRIBED BY MN DEPT OF TRANSP 2016
 DQ5553'THE MARK IS LOCATED ABOUT 2.8 MI (4.5 KM) SOUTHEAST OF EASTON.
 DQ5553'
 DQ5553'TO REACH THE MARK GO 3.15 MI (5.07 KM) EAST AND SOUTH ALONG TRUNK
 DQ5553'HIGHWAY 109 FROM THE JUNCTION OF TRUNK HIGHWAY 109 AND MAIN STREET IN
 DQ5553'EASTON, AT TRUNK HIGHWAY 109 MILE POINT 16.3.
 DQ5553'
 DQ5553'THE MARK IS LOCATED 72.0 FT (21.9 M) WEST OF TRUNK HIGHWAY 109, 8.0 FT
 DQ5553'(2.4 M) NORTH-NORTHEAST OF RIGHT-OF-WAY POST, 1.5 FT (0.5 M) WEST OF A
 DQ5553'WITNESS POST.
 DQ5553'
 DQ5553'NOTE-THE STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM ROD
 DQ5553'DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION REMOVABLE DISK
 DQ5553'SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH PVC
 DQ5553'PIPE BACK FILLED WITH WASHED SAND.
 DQ5553
 DQ5553                          STATION RECOVERY (2017)
 DQ5553
 DQ5553'RECOVERY NOTE BY MN DEPT OF TRANSP 2017 (CDS)
 DQ5553'2.8 MILES SOUTHEAST OF EASTON, 3.15 MILES EAST AND SOUTH ALONG TRUNK
 DQ5553'HIGHWAY 109 FROM THE JUNCTION OF TRUNK HIGHWAY 109 AND MAIN STREET IN
 DQ5553'EASTON, AT TRUNK HIGHWAY 109 MILEPOINT 16.3, 72.0 FEET WEST OF TRUNK
 DQ5553'HIGHWAY 109, 8.0 FEET NORTH-NORTHEAST OF A RIGHT-OF-WAY POST, 1.5 FEET
 DQ5553'WEST OF A WITNESS POST.
 DQ5553
 DQ5553                          STATION RECOVERY (2018)
 DQ5553
 DQ5553'RECOVERY NOTE BY MN DEPT OF TRANSP 2018 (TJD)
 DQ5553'2.8 MI (4.5 KM) SOUTHEAST OF EASTON, 3.15 MI (5.07 KM) EAST AND SOUTH
 DQ5553'ALONG TRUNK HIGHWAY 109 FROM THE JUNCTION OF TRUNK HIGHWAY 109 AND
 DQ5553'MAIN STREET IN EASTON, AT TRUNK HIGHWAY 109 MILE POINT 16.3, 72.0 FT
 DQ5553'(21.9 M) WEST OF TRUNK HIGHWAY 109, 8.0 FT (2.4 M) NORTH-NORTHEAST OF
 DQ5553'A RIGHT-OF-WAY POST, 1.5 FT (0.5 M) WEST OF A WITNESS POST.
 DQ5553
 DQ5553                          STATION RECOVERY (2019)
 DQ5553
 DQ5553'RECOVERY NOTE BY MN DEPT OF TRANSP 2019 (MPP)
 DQ5553'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DQ5557 ***********************************************************************
 DQ5557  DESIGNATION -  2212 X
 DQ5557  PID         -  DQ5557
 DQ5557  STATE/COUNTY-  MN/FARIBAULT
 DQ5557  COUNTRY     -  US
 DQ5557  USGS QUAD   -  BRUSH CREEK (2019)
 DQ5557
 DQ5557                         *CURRENT SURVEY CONTROL
 DQ5557  ______________________________________________________________________
 DQ5557* NAD 83(2011) POSITION- 43 44 47.97155(N) 093 48 28.58367(W)   ADJUSTED
 DQ5557* NAD 83(2011) ELLIP HT-   302.633 (meters)        (10/04/19)   ADJUSTED
 DQ5557* NAD 83(2011) EPOCH   -  2010.00
 DQ5557* NAVD 88 ORTHO HEIGHT -   331.692 (meters)     1088.23  (feet) ADJUSTED
 DQ5557  ______________________________________________________________________
 DQ5557  GEOID HEIGHT    -        -29.091 (meters)                     GEOID18
 DQ5557  NAD 83(2011) X  -   -306,505.716 (meters)                     COMP
 DQ5557  NAD 83(2011) Y  - -4,605,014.768 (meters)                     COMP
 DQ5557  NAD 83(2011) Z  -  4,388,009.241 (meters)                     COMP
 DQ5557  LAPLACE CORR    -         -4.75  (seconds)                    DEFLEC18
 DQ5557  DYNAMIC HEIGHT  -        331.617 (meters)     1087.98  (feet) COMP
 DQ5557  MODELED GRAVITY -    980,382.7   (mgal)                       NAVD 88
 DQ5557
 DQ5557  VERT ORDER      -  SECOND    CLASS I
 DQ5557
 DQ5557  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DQ5557  Standards:
 DQ5557         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DQ5557            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DQ5557  -------------------------------------------------------------------
 DQ5557  NETWORK    0.81   1.78           0.37   0.28   0.91      0.07787619
 DQ5557  -------------------------------------------------------------------
 DQ5557  Click here for local accuracies and other accuracy information.
 DQ5557
 DQ5557.The horizontal coordinates were established by GPS observations
 DQ5557.and adjusted by the MN DEPT OF TRANSP in October 2019.
 DQ5557
 DQ5557.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DQ5557.been affixed to the stable North American tectonic plate. See 
 DQ5557.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DQ5557
 DQ5557.The horizontal coordinates are valid at the epoch date displayed above
 DQ5557.which is a decimal equivalence of Year/Month/Day.
 DQ5557
 DQ5557.The orthometric height was determined by differential leveling and
 DQ5557.adjusted by the NATIONAL GEODETIC SURVEY
 DQ5557.in May 2019.
 DQ5557
 DQ5557.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ5557.GEOID18 height accuracy estimate available here.
 DQ5557
 DQ5557.Click photographs - Photos may exist for this station.
 DQ5557
 DQ5557.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DQ5557
 DQ5557.The Laplace correction was computed from DEFLEC18 derived deflections.
 DQ5557
 DQ5557.The ellipsoidal height was determined by GPS observations
 DQ5557.and is referenced to NAD 83.
 DQ5557
 DQ5557.The dynamic height is computed by dividing the NAVD 88
 DQ5557.geopotential number by the normal gravity value computed on the
 DQ5557.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ5557.degrees latitude (g = 980.6199 gals.).
 DQ5557
 DQ5557.The modeled gravity was interpolated from observed gravity values.
 DQ5557
 DQ5557. The following values were computed from the NAD 83(2011) position.
 DQ5557
 DQ5557;                    North         East     Units Scale Factor Converg.
 DQ5557;SPC MN S     -   182,982.004   815,469.916   MT  1.00000815   +0 08 04.6
 DQ5557;SPC MN S     -   600,333.46  2,675,420.88   sFT  1.00000815   +0 08 04.6
 DQ5557;UTM  15      - 4,844,052.567   434,949.049   MT  0.99965205   -0 33 31.3
 DQ5557
 DQ5557!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DQ5557!SPC MN S     -   0.99995255  x   1.00000815  =   0.99996070
 DQ5557!UTM  15      -   0.99995255  x   0.99965205  =   0.99960461
 DQ5557
 DQ5557_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVJ3494944052(NAD 83)
 DQ5557
 DQ5557                          SUPERSEDED SURVEY CONTROL
 DQ5557
 DQ5557.No superseded survey control is available for this station.
 DQ5557
 DQ5557_MARKER: F = FLANGE-ENCASED ROD
 DQ5557_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DQ5557_STAMPING: 2212 X 2016
 DQ5557_MARK LOGO: MNDT
 DQ5557_PROJECTION: RECESSED 8 CENTIMETERS
 DQ5557_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DQ5557_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ5557_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ5557+SATELLITE: SATELLITE OBSERVATIONS - July 18, 2018
 DQ5557_ROD/PIPE-DEPTH: 8.8 meters
 DQ5557
 DQ5557  HISTORY     - Date     Condition        Report By
 DQ5557  HISTORY     - 20160608 MONUMENTED       MNDT
 DQ5557  HISTORY     - 20170601 GOOD             MNDT
 DQ5557  HISTORY     - 20180718 GOOD             MNDT
 DQ5557
 DQ5557                          STATION DESCRIPTION
 DQ5557
 DQ5557'DESCRIBED BY MN DEPT OF TRANSP 2016
 DQ5557'THE MARK IS LOCATED ABOUT 4.1 MI (6.6 KM) WEST OF WELLS.
 DQ5557'
 DQ5557'TO REACH THE MARK GO 4.0 MI (6.4 KM) WEST ALONG TRUNK HIGHWAY 109 FROM
 DQ5557'THE SOUTH JUNCTION OF TRUNK HIGHWAY 109 AND TRUNK HIGHWAY 22 IN WELLS,
 DQ5557'AT TRUNK HIGHWAY 109 MILE POINT 18.6.
 DQ5557'
 DQ5557'THE MARK IS LOCATED 70.7 FT (21.5 M) NORTH OF TRUNK HIGHWAY 109, 28.3
 DQ5557'FT (8.6 M) WEST OF 530TH AVENUE EXTENDED, 13.2 FT (4.0 M) SOUTH OF A
 DQ5557'FENCE LINE, 13.2 FT (4.0 M) EAST OF CABLE BOX, 1.5 FT (0.5 M) SOUTH OF
 DQ5557'A WITNESS POST.
 DQ5557'
 DQ5557'NOTE-THE STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM ROD
 DQ5557'DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION REMOVABLE DISK
 DQ5557'SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH PVC
 DQ5557'PIPE BACK FILLED WITH WASHED SAND.
 DQ5557
 DQ5557                          STATION RECOVERY (2017)
 DQ5557
 DQ5557'RECOVERY NOTE BY MN DEPT OF TRANSP 2017 (ASL)
 DQ5557'4.1 MILES WEST OF WELLS, 4.0 MILES WEST ALONG TRUNK HIGHWAY 109 FROM
 DQ5557'THE SOUTH JUNCTION OF TRUNK HIGHWAY 109 AND TRUNK HIGHWAY 22 IN WELLS,
 DQ5557'AT TRUNK HIGHWAY 109 MILEPOINT 18.6, 70.7 FEET NORTH OF TRUNK HIGHWAY
 DQ5557'109, 28.3 FEET WEST OF 530TH AVENUE EXTENDED, 13.2 FEET SOUTH OF A
 DQ5557'FENCE LINE, 13.2 FEET EAST OF A CABLE BOX, 1.5 FEET SOUTH OF A WITNESS
 DQ5557'POST.
 DQ5557
 DQ5557                          STATION RECOVERY (2018)
 DQ5557
 DQ5557'RECOVERY NOTE BY MN DEPT OF TRANSP 2018 (TJD)
 DQ5557'4.1 MI (6.6 KM) WEST OF WELLS, 4.0 MI (6.4 KM) WEST ALONG TRUNK
 DQ5557'HIGHWAY 109 FROM THE SOUTH JUNCTION OF TRUNK HIGHWAY 109 AND TRUNK
 DQ5557'HIGHWAY 22 IN WELLS, AT TRUNK HIGHWAY 109 MILE POINT 18.6, 70.7 FT
 DQ5557'(21.5 M) NORTH OF TRUNK HIGHWAY 109, 28.3 FT (8.6 M) WEST OF 530TH
 DQ5557'AVENUE EXTENDED, 13.2 FT (4.0 M) SOUTH OF A FENCE LINE, 13.2 FT (4.0
 DQ5557'M) EAST OF A CABLE BOX, 1.5 FT (0.5 M) SOUTH OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DQ5559 ***********************************************************************
 DQ5559  DESIGNATION -  2212 Y
 DQ5559  PID         -  DQ5559
 DQ5559  STATE/COUNTY-  MN/FARIBAULT
 DQ5559  COUNTRY     -  US
 DQ5559  USGS QUAD   -  BRUSH CREEK (2019)
 DQ5559
 DQ5559                         *CURRENT SURVEY CONTROL
 DQ5559  ______________________________________________________________________
 DQ5559* NAD 83(2011) POSITION- 43 44 46.88045(N) 093 47 14.60553(W)   ADJUSTED
 DQ5559* NAD 83(2011) ELLIP HT-   305.495 (meters)        (10/04/19)   ADJUSTED
 DQ5559* NAD 83(2011) EPOCH   -  2010.00
 DQ5559* NAVD 88 ORTHO HEIGHT -   334.640 (meters)     1097.90  (feet) ADJUSTED
 DQ5559  ______________________________________________________________________
 DQ5559  GEOID HEIGHT    -        -29.131 (meters)                     GEOID18
 DQ5559  NAD 83(2011) X  -   -304,855.754 (meters)                     COMP
 DQ5559  NAD 83(2011) Y  - -4,605,149.700 (meters)                     COMP
 DQ5559  NAD 83(2011) Z  -  4,387,986.891 (meters)                     COMP
 DQ5559  LAPLACE CORR    -         -4.62  (seconds)                    DEFLEC18
 DQ5559  DYNAMIC HEIGHT  -        334.563 (meters)     1097.65  (feet) COMP
 DQ5559  MODELED GRAVITY -    980,380.2   (mgal)                       NAVD 88
 DQ5559
 DQ5559  VERT ORDER      -  SECOND    CLASS I
 DQ5559
 DQ5559  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DQ5559  Standards:
 DQ5559         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DQ5559            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DQ5559  -------------------------------------------------------------------
 DQ5559  NETWORK    0.83   1.82           0.38   0.29   0.93      0.04782873
 DQ5559  -------------------------------------------------------------------
 DQ5559  Click here for local accuracies and other accuracy information.
 DQ5559
 DQ5559.The horizontal coordinates were established by GPS observations
 DQ5559.and adjusted by the MN DEPT OF TRANSP in October 2019.
 DQ5559
 DQ5559.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DQ5559.been affixed to the stable North American tectonic plate. See 
 DQ5559.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DQ5559
 DQ5559.The horizontal coordinates are valid at the epoch date displayed above
 DQ5559.which is a decimal equivalence of Year/Month/Day.
 DQ5559
 DQ5559.The orthometric height was determined by differential leveling and
 DQ5559.adjusted by the NATIONAL GEODETIC SURVEY
 DQ5559.in May 2019.
 DQ5559
 DQ5559.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ5559.GEOID18 height accuracy estimate available here.
 DQ5559
 DQ5559.Click photographs - Photos may exist for this station.
 DQ5559
 DQ5559.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DQ5559
 DQ5559.The Laplace correction was computed from DEFLEC18 derived deflections.
 DQ5559
 DQ5559.The ellipsoidal height was determined by GPS observations
 DQ5559.and is referenced to NAD 83.
 DQ5559
 DQ5559.The dynamic height is computed by dividing the NAVD 88
 DQ5559.geopotential number by the normal gravity value computed on the
 DQ5559.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ5559.degrees latitude (g = 980.6199 gals.).
 DQ5559
 DQ5559.The modeled gravity was interpolated from observed gravity values.
 DQ5559
 DQ5559. The following values were computed from the NAD 83(2011) position.
 DQ5559
 DQ5559;                    North         East     Units Scale Factor Converg.
 DQ5559;SPC MN S     -   182,952.426   817,125.205   MT  1.00000822   +0 08 56.5
 DQ5559;SPC MN S     -   600,236.42  2,680,851.61   sFT  1.00000822   +0 08 56.5
 DQ5559;UTM  15      - 4,844,002.977   436,603.267   MT  0.99964943   -0 32 40.1
 DQ5559
 DQ5559!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DQ5559!SPC MN S     -   0.99995210  x   1.00000822  =   0.99996032
 DQ5559!UTM  15      -   0.99995210  x   0.99964943  =   0.99960154
 DQ5559
 DQ5559_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVJ3660344002(NAD 83)
 DQ5559
 DQ5559                          SUPERSEDED SURVEY CONTROL
 DQ5559
 DQ5559.No superseded survey control is available for this station.
 DQ5559
 DQ5559_MARKER: F = FLANGE-ENCASED ROD
 DQ5559_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DQ5559_STAMPING: 2212 Y 2016
 DQ5559_MARK LOGO: MNDT
 DQ5559_PROJECTION: RECESSED 8 CENTIMETERS
 DQ5559_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DQ5559_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ5559_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ5559+SATELLITE: SATELLITE OBSERVATIONS - July 18, 2018
 DQ5559_ROD/PIPE-DEPTH: 10.4 meters
 DQ5559
 DQ5559  HISTORY     - Date     Condition        Report By
 DQ5559  HISTORY     - 20160608 MONUMENTED       MNDT
 DQ5559  HISTORY     - 20170531 GOOD             MNDT
 DQ5559  HISTORY     - 20180718 GOOD             MNDT
 DQ5559
 DQ5559                          STATION DESCRIPTION
 DQ5559
 DQ5559'DESCRIBED BY MN DEPT OF TRANSP 2016
 DQ5559'THE MARK IS LOCATED ABOUT 3.1 MI (5.0 KM) WEST OF WELLS.
 DQ5559'
 DQ5559'TO REACH THE MARK GO 3.0 MI (4.8 KM) WEST ALONG TRUNK HIGHWAY 109 FROM
 DQ5559'THE SOUTH JUNCTION OF TRUNK HIGHWAY 109 AND TRUNK HIGHWAY 22 IN WELLS,
 DQ5559'AT TRUNK HIGHWAY 109 MILE POINT 19.65.
 DQ5559'
 DQ5559'THE MARK IS LOCATED 66.7 FT (20.3 M) SOUTH OF TRUNK HIGHWAY 109, 132.0
 DQ5559'FT (40.2 M) EAST OF COUNTY ROAD 27 (540TH AVENUE), 8.4 FT (2.6 M)
 DQ5559'NORTH OF RIGHT-OF-WAY POST, 1.5 FT (0.5 M) NORTH OF A WITNESS POST.
 DQ5559'
 DQ5559'NOTE-THE STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM ROD
 DQ5559'DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION REMOVABLE DISK
 DQ5559'SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH PVC
 DQ5559'PIPE BACK FILLED WITH WASHED SAND.
 DQ5559
 DQ5559                          STATION RECOVERY (2017)
 DQ5559
 DQ5559'RECOVERY NOTE BY MN DEPT OF TRANSP 2017 (CDS)
 DQ5559'3.1 MILES WEST OF WELLS, 3.0 MILES WEST ALONG TRUNK HIGHWAY 109 FROM
 DQ5559'THE SOUTH JUNCTION OF TRUNK HIGHWAY 109 AND TRUNK HIGHWAY 22 IN WELLS,
 DQ5559'AT TRUNK HIGHWAY 109 MILEPOINT 19.65, 66.7 FEET SOUTH OF TRUNK HIGHWAY
 DQ5559'109, 132.0 FEET EAST OF COUNTY ROAD 27 (540TH AVENUE), 8.4 FEET NORTH
 DQ5559'OF A RIGHT-OF-WAY POST, 1.5 FEET NORTH OF A WITNESS POST.
 DQ5559
 DQ5559                          STATION RECOVERY (2018)
 DQ5559
 DQ5559'RECOVERY NOTE BY MN DEPT OF TRANSP 2018 (TJD)
 DQ5559'3.1 MI (5.0 KM) WEST OF WELLS, 3.0 MI (4.8 KM) WEST ALONG TRUNK
 DQ5559'HIGHWAY 109 FROM THE SOUTH JUNCTION OF TRUNK HIGHWAY 109 AND TRUNK
 DQ5559'HIGHWAY 22 IN WELLS, AT TRUNK HIGHWAY 109 MILE POINT 19.65, 66.7 FT
 DQ5559'(20.3 M) SOUTH OF TRUNK HIGHWAY 109, 132.0 FT (40.2 M) EAST OF COUNTY
 DQ5559'ROAD 27 (540TH AVENUE), 8.4 FT (2.6 M) NORTH OF A RIGHT-OF-WAY POST,
 DQ5559'1.5 FT (0.5 M) NORTH OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DQ5563 ***********************************************************************
 DQ5563  DESIGNATION -  2212 Z
 DQ5563  PID         -  DQ5563
 DQ5563  STATE/COUNTY-  MN/FARIBAULT
 DQ5563  COUNTRY     -  US
 DQ5563  USGS QUAD   -  WELLS (2019)
 DQ5563
 DQ5563                         *CURRENT SURVEY CONTROL
 DQ5563  ______________________________________________________________________
 DQ5563* NAD 83(2011) POSITION- 43 44 47.17083(N) 093 44 10.54613(W)   ADJUSTED
 DQ5563* NAD 83(2011) ELLIP HT-   317.896 (meters)        (10/04/19)   ADJUSTED
 DQ5563* NAD 83(2011) EPOCH   -  2010.00
 DQ5563* NAVD 88 ORTHO HEIGHT -   347.107 (meters)     1138.80  (feet) ADJUSTED
 DQ5563  ______________________________________________________________________
 DQ5563  GEOID HEIGHT    -        -29.223 (meters)                     GEOID18
 DQ5563  NAD 83(2011) X  -   -300,746.431 (meters)                     COMP
 DQ5563  NAD 83(2011) Y  - -4,605,422.659 (meters)                     COMP
 DQ5563  NAD 83(2011) Z  -  4,388,001.941 (meters)                     COMP
 DQ5563  LAPLACE CORR    -         -3.99  (seconds)                    DEFLEC18
 DQ5563  DYNAMIC HEIGHT  -        347.025 (meters)     1138.53  (feet) COMP
 DQ5563  MODELED GRAVITY -    980,374.0   (mgal)                       NAVD 88
 DQ5563
 DQ5563  VERT ORDER      -  SECOND    CLASS I
 DQ5563
 DQ5563  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DQ5563  Standards:
 DQ5563         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DQ5563            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DQ5563  -------------------------------------------------------------------
 DQ5563  NETWORK    0.59   1.29           0.27   0.20   0.66     -0.06004361
 DQ5563  -------------------------------------------------------------------
 DQ5563  Click here for local accuracies and other accuracy information.
 DQ5563
 DQ5563.The horizontal coordinates were established by GPS observations
 DQ5563.and adjusted by the MN DEPT OF TRANSP in October 2019.
 DQ5563
 DQ5563.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DQ5563.been affixed to the stable North American tectonic plate. See 
 DQ5563.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DQ5563
 DQ5563.The horizontal coordinates are valid at the epoch date displayed above
 DQ5563.which is a decimal equivalence of Year/Month/Day.
 DQ5563
 DQ5563.The orthometric height was determined by differential leveling and
 DQ5563.adjusted by the NATIONAL GEODETIC SURVEY
 DQ5563.in May 2019.
 DQ5563
 DQ5563.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ5563.GEOID18 height accuracy estimate available here.
 DQ5563
 DQ5563.Click photographs - Photos may exist for this station.
 DQ5563
 DQ5563.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DQ5563
 DQ5563.The Laplace correction was computed from DEFLEC18 derived deflections.
 DQ5563
 DQ5563.The ellipsoidal height was determined by GPS observations
 DQ5563.and is referenced to NAD 83.
 DQ5563
 DQ5563.The dynamic height is computed by dividing the NAVD 88
 DQ5563.geopotential number by the normal gravity value computed on the
 DQ5563.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ5563.degrees latitude (g = 980.6199 gals.).
 DQ5563
 DQ5563.The modeled gravity was interpolated from observed gravity values.
 DQ5563
 DQ5563. The following values were computed from the NAD 83(2011) position.
 DQ5563
 DQ5563;                    North         East     Units Scale Factor Converg.
 DQ5563;SPC MN S     -   182,973.387   821,243.373   MT  1.00000820   +0 11 05.5
 DQ5563;SPC MN S     -   600,305.19  2,694,362.63   sFT  1.00000820   +0 11 05.5
 DQ5563;UTM  15      - 4,843,974.085   440,719.897   MT  0.99964322   -0 30 32.8
 DQ5563
 DQ5563!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DQ5563!SPC MN S     -   0.99995015  x   1.00000820  =   0.99995835
 DQ5563!UTM  15      -   0.99995015  x   0.99964322  =   0.99959339
 DQ5563
 DQ5563_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVJ4071943974(NAD 83)
 DQ5563
 DQ5563                          SUPERSEDED SURVEY CONTROL
 DQ5563
 DQ5563.No superseded survey control is available for this station.
 DQ5563
 DQ5563_MARKER: F = FLANGE-ENCASED ROD
 DQ5563_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DQ5563_STAMPING: 2212 Z 2016
 DQ5563_MARK LOGO: MNDT
 DQ5563_PROJECTION: RECESSED 5 CENTIMETERS
 DQ5563_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DQ5563_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ5563_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ5563+SATELLITE: SATELLITE OBSERVATIONS - August 15, 2023
 DQ5563_ROD/PIPE-DEPTH: 12.8 meters
 DQ5563
 DQ5563  HISTORY     - Date     Condition        Report By
 DQ5563  HISTORY     - 20160616 MONUMENTED       MNDT
 DQ5563  HISTORY     - 20170531 GOOD             MNDT
 DQ5563  HISTORY     - 20180718 GOOD             MNDT
 DQ5563  HISTORY     - 20230815 GOOD             MNDT
 DQ5563
 DQ5563                          STATION DESCRIPTION
 DQ5563
 DQ5563'DESCRIBED BY MN DEPT OF TRANSP 2016
 DQ5563'THE MARK IS LOCATED ABOUT 0.5 MI (0.8 KM) WEST OF WELLS.
 DQ5563'
 DQ5563'TO REACH THE MARK GO 0.4 MI (0.6 KM) WEST ALONG TRUNK HIGHWAY 109 FROM
 DQ5563'THE SOUTH JUNCTION OF TRUNK HIGHWAY 109 AND TRUNK HIGHWAY 22 IN WELLS,
 DQ5563'AT TRUNK HIGHWAY 109 MILE POINT 22.2.
 DQ5563'
 DQ5563'THE MARK IS LOCATED 48.0 FT (14.6 M) NORTH OF TRUNK HIGHWAY 109, 27.0
 DQ5563'FT (8.2 M) EAST OF GRAVEL ROAD, 1.5 FT (0.5 M) WEST OF A WITNESS POST.
 DQ5563'NOTE-THE STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM ROD
 DQ5563'DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION REMOVABLE DISK
 DQ5563'SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH PVC
 DQ5563'PIPE BACK FILLED WITH WASHED SAND.
 DQ5563
 DQ5563                          STATION RECOVERY (2017)
 DQ5563
 DQ5563'RECOVERY NOTE BY MN DEPT OF TRANSP 2017 (ASL)
 DQ5563'0.5 MILE WEST OF WELLS, 0.4 MILE WEST ALONG TRUNK HIGHWAY 109 FROM THE
 DQ5563'SOUTH JUNCTION OF TRUNK HIGHWAY 109 AND TRUNK HIGHWAY 22 IN WELLS, AT
 DQ5563'TRUNK HIGHWAY 109 MILEPOINT 22.2, 48.0 FEET NORTH OF TRUNK HIGHWAY
 DQ5563'109, 27.0 FEET EAST OF A GRAVEL ROAD, 1.5 FEET WEST OF A WITNESS POST.
 DQ5563
 DQ5563                          STATION RECOVERY (2018)
 DQ5563
 DQ5563'RECOVERY NOTE BY MN DEPT OF TRANSP 2018 (TJD)
 DQ5563'0.5 MI (0.8 KM) WEST OF WELLS, 0.4 MI (0.6 KM) WEST ALONG TRUNK
 DQ5563'HIGHWAY 109 FROM THE SOUTH JUNCTION OF TRUNK HIGHWAY 109 AND TRUNK
 DQ5563'HIGHWAY 22 IN WELLS, AT TRUNK HIGHWAY 109 MILE POINT 22.2, 48.0 FT
 DQ5563'(14.6 M) NORTH OF TRUNK HIGHWAY 109, 27.0 FT (8.2 M) EAST OF A GRAVEL
 DQ5563'ROAD, 1.5 FT (0.5 M) WEST OF A WITNESS POST.
 DQ5563
 DQ5563                          STATION RECOVERY (2023)
 DQ5563
 DQ5563'RECOVERY NOTE BY MN DEPT OF TRANSP 2023 (CXR)
 DQ5563'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 QO0888 ***********************************************************************
 QO0888  DESIGNATION -  227/2 BOLT
 QO0888  PID         -  QO0888
 QO0888  STATE/COUNTY-  MN/SHERBURNE
 QO0888  COUNTRY     -  US
 QO0888  USGS QUAD   -  BIG LAKE (2019)
 QO0888
 QO0888                         *CURRENT SURVEY CONTROL
 QO0888  ______________________________________________________________________
 QO0888* NAD 83(1986) POSITION- 45 17 59.     (N) 093 40 34.     (W)   SCALED
 QO0888* NAVD 88 ORTHO HEIGHT -   271.650 (meters)      891.24  (feet) ADJUSTED
 QO0888  ______________________________________________________________________
 QO0888  GEOID HEIGHT    -        -28.045 (meters)                     GEOID18
 QO0888  DYNAMIC HEIGHT  -        271.631 (meters)      891.18  (feet) COMP
 QO0888  MODELED GRAVITY -    980,538.7   (mgal)                       NAVD 88
 QO0888
 QO0888  VERT ORDER      -  FIRST     CLASS I
 QO0888
 QO0888.The horizontal coordinates were scaled from a map and have
 QO0888.an estimated accuracy of +/- 6 seconds.
 QO0888
 QO0888.The orthometric height was determined by differential leveling and
 QO0888.adjusted by the NATIONAL GEODETIC SURVEY
 QO0888.in June 1991.
 QO0888
 QO0888.Significant digits in the geoid height do not necessarily reflect accuracy.
 QO0888.GEOID18 height accuracy estimate available here.
 QO0888
 QO0888.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL469164(NAD 83)
 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
 QO0888.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QO0888.See file dsdata.pdf to determine how the superseded data were derived.
 QO0888
 QO0888_MARKER: B = BOLT
 QO0888_SETTING: 21 = SET IN CONCRETE IN A CLAY TILE PIPE
 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  HISTORY     - 20120709 GOOD             MNDT
 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.
 QO0888
 QO0888                          STATION RECOVERY (2012)
 QO0888
 QO0888'RECOVERY NOTE BY MN DEPT OF TRANSP 2012 (DAZ)
 QO0888'NO PHYSICAL RECOVERY WAS DONE. THE PURPOSE OF THIS RECOVERY IS TO
 QO0888'DISCUSS FINDINGS FROM RESEARCH OF HISTORICAL DATA.
 QO0888'THIS IS THE BOLT TO CAP PBM 277-2 RESET (QO0887). IN 1912 THIS MARK
 QO0888'WAS KNOWN AS PBM 277/2 BOLT. THERE SEEMS TO HAVE BEEN A TYPOGRAPHICAL
 QO0888'ERROR AFTER 1921 THAT CANNOT BE CORRECTED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 OO1344 ***********************************************************************
 OO1344  DESIGNATION -  2280
 OO1344  PID         -  OO1344
 OO1344  STATE/COUNTY-  MN/FARIBAULT
 OO1344  COUNTRY     -  US
 OO1344  USGS QUAD   -  BRUSH CREEK (2019)
 OO1344
 OO1344                         *CURRENT SURVEY CONTROL
 OO1344  ______________________________________________________________________
 OO1344* NAD 83(2011) POSITION- 43 39 03.22314(N) 093 49 11.11689(W)   ADJUSTED
 OO1344* NAD 83(2011) ELLIP HT-   323.553 (meters)        (06/27/12)   ADJUSTED
 OO1344* NAD 83(2011) EPOCH   -  2010.00
 OO1344* NAVD 88 ORTHO HEIGHT -   352.596 (meters)     1156.81  (feet) ADJUSTED
 OO1344  ______________________________________________________________________
 OO1344  GEOID HEIGHT    -        -29.055 (meters)                     GEOID18
 OO1344  NAD 83(2011) X  -   -307,946.020 (meters)                     COMP
 OO1344  NAD 83(2011) Y  - -4,612,301.363 (meters)                     COMP
 OO1344  NAD 83(2011) Z  -  4,380,330.841 (meters)                     COMP
 OO1344  LAPLACE CORR    -         -5.69  (seconds)                    DEFLEC18
 OO1344  DYNAMIC HEIGHT  -        352.513 (meters)     1156.54  (feet) COMP
 OO1344  MODELED GRAVITY -    980,375.1   (mgal)                       NAVD 88
 OO1344
 OO1344  VERT ORDER      -  SECOND    CLASS I
 OO1344
 OO1344  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 OO1344  Standards:
 OO1344         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 OO1344            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 OO1344  -------------------------------------------------------------------
 OO1344  NETWORK    0.43   0.51           0.20   0.14   0.26     -0.05456105
 OO1344  -------------------------------------------------------------------
 OO1344  Click here for local accuracies and other accuracy information.
 OO1344
 OO1344.The horizontal coordinates were established by GPS observations
 OO1344.and adjusted by the National Geodetic Survey in June 2012.
 OO1344
 OO1344.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 OO1344.been affixed to the stable North American tectonic plate. See 
 OO1344.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 OO1344
 OO1344.The horizontal coordinates are valid at the epoch date displayed above
 OO1344.which is a decimal equivalence of Year/Month/Day.
 OO1344
 OO1344.The orthometric height was determined by differential leveling and
 OO1344.adjusted by the NATIONAL GEODETIC SURVEY
 OO1344.in May 2019.
 OO1344
 OO1344.Significant digits in the geoid height do not necessarily reflect accuracy.
 OO1344.GEOID18 height accuracy estimate available here.
 OO1344
 OO1344.Click photographs - Photos may exist for this station.
 OO1344
 OO1344.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 OO1344
 OO1344.The Laplace correction was computed from DEFLEC18 derived deflections.
 OO1344
 OO1344.The ellipsoidal height was determined by GPS observations
 OO1344.and is referenced to NAD 83.
 OO1344
 OO1344.The dynamic height is computed by dividing the NAVD 88
 OO1344.geopotential number by the normal gravity value computed on the
 OO1344.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OO1344.degrees latitude (g = 980.6199 gals.).
 OO1344
 OO1344.The modeled gravity was interpolated from observed gravity values.
 OO1344
 OO1344. The following values were computed from the NAD 83(2011) position.
 OO1344
 OO1344;                    North         East     Units Scale Factor Converg.
 OO1344;SPC MN S     -   172,339.727   814,541.731   MT  1.00003133   +0 07 34.8
 OO1344;SPC MN S     -   565,417.92  2,672,375.66   sFT  1.00003133   +0 07 34.8
 OO1344;UTM  15      - 4,833,426.187   433,892.648   MT  0.99965375   -0 33 57.1
 OO1344
 OO1344!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OO1344!SPC MN S     -   0.99994927  x   1.00003133  =   0.99998059
 OO1344!UTM  15      -   0.99994927  x   0.99965375  =   0.99960303
 OO1344
 OO1344_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVJ3389233426(NAD 83)
 OO1344
 OO1344                          SUPERSEDED SURVEY CONTROL
 OO1344
 OO1344  NAD 83(2007)-  43 39 03.22323(N)    093 49 11.11764(W) AD(2002.00) 0
 OO1344  ELLIP H (02/10/07)  323.576  (m)                       GP(2002.00)    
 OO1344  NAD 83(1996)-  43 39 03.22244(N)    093 49 11.11698(W) AD(       ) 1
 OO1344  ELLIP H (02/05/03)  323.637  (m)                       GP(       ) 3 2
 OO1344  NAVD 88             352.59   (m)         1156.8    (f) LEVELING    3  
 OO1344  NAVD 88 (06/15/91)  352.594  (m)         1156.80   (f) SUPERSEDED  1 2
 OO1344
 OO1344.Superseded values are not recommended for survey control.
 OO1344
 OO1344.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OO1344.See file dsdata.pdf to determine how the superseded data were derived.
 OO1344
 OO1344_MARKER: DV = VERTICAL CONTROL DISK
 OO1344_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 OO1344_STAMPING: 2280 BM 1980
 OO1344_MARK LOGO: MNHD
 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 - August 31, 2023
 OO1344_ROD/PIPE-DEPTH: 7.3 meters
 OO1344
 OO1344  HISTORY     - Date     Condition        Report By
 OO1344  HISTORY     - 19800520 MONUMENTED       MNHD
 OO1344  HISTORY     - 19900907 GOOD             NGS
 OO1344  HISTORY     - 19961119 GOOD             MNDT
 OO1344  HISTORY     - 20110913 GOOD             MNDT
 OO1344  HISTORY     - 20120201 GOOD             MNDT
 OO1344  HISTORY     - 20160706 GOOD             MNDT
 OO1344  HISTORY     - 20180717 GOOD             MNDT
 OO1344  HISTORY     - 20190827 GOOD             MNDT
 OO1344  HISTORY     - 20230831 GOOD             MNDT
 OO1344
 OO1344                          STATION DESCRIPTION
 OO1344
 OO1344'DESCRIBED BY MN HIGHWAY DEPT 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.
 OO1344
 OO1344                          STATION RECOVERY (2011)
 OO1344
 OO1344'RECOVERY NOTE BY MN DEPT OF TRANSP 2011 (KMS)
 OO1344'THE MARK IS 6.3 MI (10.1 KM) NORTH-NORTHWEST OF BRICELYN.
 OO1344'
 OO1344'TO REACH THE MARK GO 0.6 MI (1.0 KM) WEST OF THE JUNCTION OF
 OO1344'INTERSTATE HIGHWAY 90 AND TRUNK HIGHWAY 253, AT INTERSTATE HIGHWAY 90
 OO1344'MILE POINT 134.
 OO1344'
 OO1344'THE MARK IS LOCATED 98 FT (29.9 M) SOUTH OF EASTBOUND INTERSTATE
 OO1344'HIGHWAY 90, 113.7 FT (34.7 M) SOUTH OF EASTBOUND INTERSTATE HIGHWAY 90
 OO1344'STATION 1150 STENCIL, 68.4 FT (20.8 M) SOUTHWEST OF INTERSTATE HIGHWAY
 OO1344'90 MILE POINT 134 SIGN POST, 1.2 FT (0.4 M) NORTH OF RIGHT-OF-WAY
 OO1344'FENCE BRACE POST, 0.5 FT (0.2 M) NORTH OF A WITNESS POST.
 OO1344
 OO1344                          STATION RECOVERY (2012)
 OO1344
 OO1344'RECOVERY NOTE BY MN DEPT OF TRANSP 2012 (PXG)
 OO1344'6.3 MILES NORTH-NORTHWEST OF BRICELYN, 0.6 MILE WEST OF JUNCTION OF
 OO1344'INTERSTATE HIGHWAY 90 AND TRUNK HIGHWAY 253, AT INTERSTATE HIGHWAY 90
 OO1344'MILEPOINT 134, 98.0 FEET SOUTH OF EASTBOUND INTERSTATE HIGHWAY 90,
 OO1344'113.7 FEET SOUTH OF EASTBOUND INTERSTATE HIGHWAY 90 STATION 1150
 OO1344'STENCIL, 68.4 FEET SOUTHWEST OF INTERSTATE HIGHWAY 90 MILEPOINT 134
 OO1344'SIGN POST, 1.2 FEET NORTH OF RIGHT-OF-WAY FENCE BRACE POST, 0.5 FOOT
 OO1344'NORTH OF WITNESS POST.
 OO1344
 OO1344                          STATION RECOVERY (2016)
 OO1344
 OO1344'RECOVERY NOTE BY MN DEPT OF TRANSP 2016 (TJD)
 OO1344'RECOVERED AS DESCRIBED.
 OO1344
 OO1344                          STATION RECOVERY (2018)
 OO1344
 OO1344'RECOVERY NOTE BY MN DEPT OF TRANSP 2018 (TJD)
 OO1344'6.3 MI (10.1 KM) NORTH-NORTHWEST OF BRICELYN, 0.6 MI (1.0 KM) WEST OF
 OO1344'THE JUNCTION OF INTERSTATE HIGHWAY 90 AND TRUNK HIGHWAY 253 (THE
 OO1344'JUNCTION IS 6.3 MI (10.1 KM) NORTH OF BRICELYN), AT INTERSTATE HIGHWAY
 OO1344'90 MILE POINT 134, 98.0 FT (29.9 M) SOUTH OF EASTBOUND INTERSTATE
 OO1344'HIGHWAY 90, 113.7 FT (34.7 M) SOUTH OF EASTBOUND INTERSTATE HIGHWAY 90
 OO1344'STATION 1150 STENCIL, 68.4 FT (20.8 M) SOUTHWEST OF INTERSTATE HIGHWAY
 OO1344'90 MILE POINT 134 SIGN POST, 1.2 FT (0.4 M) NORTH OF A RIGHT-OF-WAY
 OO1344'FENCE BRACE POST, 0.5 FT (15 CM) NORTH OF A WITNESS POST.
 OO1344
 OO1344                          STATION RECOVERY (2019)
 OO1344
 OO1344'RECOVERY NOTE BY MN DEPT OF TRANSP 2019 (MPP)
 OO1344'RECOVERED IN GOOD CONDITION.
 OO1344
 OO1344                          STATION RECOVERY (2023)
 OO1344
 OO1344'RECOVERY NOTE BY MN DEPT OF TRANSP 2023 (BXG)
 OO1344'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 OP1204 ***********************************************************************
 OP1204  DESIGNATION -  2280 A
 OP1204  PID         -  OP1204
 OP1204  STATE/COUNTY-  MN/FARIBAULT
 OP1204  COUNTRY     -  US
 OP1204  USGS QUAD   -  HUNTLEY (2019)
 OP1204
 OP1204                         *CURRENT SURVEY CONTROL
 OP1204  ______________________________________________________________________
 OP1204* NAD 83(1986) POSITION- 43 40 00.33   (N) 094 14 15.39   (W)   HD_HELD1
 OP1204* NAVD 88 ORTHO HEIGHT -   336.666 (meters)     1104.55  (feet) ADJUSTED
 OP1204  ______________________________________________________________________
 OP1204  GEOID HEIGHT    -        -28.283 (meters)                     GEOID18
 OP1204  DYNAMIC HEIGHT  -        336.597 (meters)     1104.32  (feet) COMP
 OP1204  MODELED GRAVITY -    980,404.7   (mgal)                       NAVD 88
 OP1204
 OP1204  VERT ORDER      -  SECOND    CLASS I
 OP1204
 OP1204.The horizontal coordinates were determined by differentially corrected
 OP1204.hand held GPS observations or other comparable positioning techniques
 OP1204.and have an estimated accuracy of +/- 3 meters.
 OP1204
 OP1204.The orthometric height was determined by differential leveling and
 OP1204.adjusted by the NATIONAL GEODETIC SURVEY
 OP1204.in May 2019.
 OP1204
 OP1204.Significant digits in the geoid height do not necessarily reflect accuracy.
 OP1204.GEOID18 height accuracy estimate available here.
 OP1204
 OP1204.Click photographs - Photos may exist for this station.
 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     -   174,114.1     780,835.5     MT  (+/- 3 meters HH1 GPS) 
 OP1204
 OP1204_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVJ0022135605(NAD 83)
 OP1204
 OP1204                          SUPERSEDED SURVEY CONTROL
 OP1204
 OP1204  NAVD 88 (06/15/91)  336.658  (m)         1104.52   (f) SUPERSEDED  2 1
 OP1204
 OP1204.Superseded values are not recommended for survey control.
 OP1204
 OP1204.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OP1204.See file dsdata.pdf to determine how the superseded data were derived.
 OP1204
 OP1204_MARKER: DB = BENCH MARK DISK
 OP1204_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 OP1204_STAMPING: 2280 A 1973
 OP1204_MARK LOGO: MNHD
 OP1204_PROJECTION: RECESSED 10 CENTIMETERS
 OP1204_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 OP1204_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OP1204_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 OP1204+SATELLITE: SATELLITE OBSERVATIONS - July 17, 2018
 OP1204
 OP1204  HISTORY     - Date     Condition        Report By
 OP1204  HISTORY     - 1973     MONUMENTED       MNHD
 OP1204  HISTORY     - 1980     GOOD             MNDT
 OP1204  HISTORY     - 20160726 GOOD             MNDT
 OP1204  HISTORY     - 20180626 GOOD             MNDT
 OP1204  HISTORY     - 20180717 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.
 OP1204
 OP1204                          STATION RECOVERY (2016)
 OP1204
 OP1204'RECOVERY NOTE BY MN DEPT OF TRANSP 2016 (KMS)
 OP1204'RECOVERED AS DESCRIBED.
 OP1204
 OP1204                          STATION RECOVERY (2018)
 OP1204
 OP1204'RECOVERY NOTE BY MN DEPT OF TRANSP 2018 (KMS)
 OP1204'7.5 MI (12.1 KM) WEST OF BLUE EARTH, 7.1 MI (11.4 KM) WEST ALONG
 OP1204'INTERSTATE HIGHWAY 90 FROM THE JUNCTION OF INTERSTATE HIGHWAY 90 AND
 OP1204'TRUNK HIGHWAY 169 IN BLUE EARTH, AT INTERSTATE HIGHWAY 90 MILE POINT
 OP1204'112.90, 106.3 FT (32.4 M) NORTH OF INTERSTATE HIGHWAY 90, 7.5 FT (2.3
 OP1204'M) NORTHWEST OF A CORNER FENCE POST, 7.3 FT (2.2 M) NORTH OF A
 OP1204'RIGHT-OF-WAY FENCE, 6.1 FT (1.9 M) NORTH OF A WITNESS POST.
 OP1204
 OP1204                          STATION RECOVERY (2018)
 OP1204
 OP1204'RECOVERY NOTE BY MN DEPT OF TRANSP 2018 (TJD)
 OP1204'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 OP1205 ***********************************************************************
 OP1205  DESIGNATION -  2280 AB
 OP1205  PID         -  OP1205
 OP1205  STATE/COUNTY-  MN/FARIBAULT
 OP1205  COUNTRY     -  US
 OP1205  USGS QUAD   -  HUNTLEY (2019)
 OP1205
 OP1205                         *CURRENT SURVEY CONTROL
 OP1205  ______________________________________________________________________
 OP1205* NAD 83(1986) POSITION- 43 39 57.3    (N) 094 13 39.3    (W)   HD_HELD2
 OP1205* NAVD 88 ORTHO HEIGHT -   344.323 (meters)     1129.67  (feet) ADJUSTED
 OP1205  ______________________________________________________________________
 OP1205  GEOID HEIGHT    -        -28.295 (meters)                     GEOID18
 OP1205  DYNAMIC HEIGHT  -        344.253 (meters)     1129.44  (feet) COMP
 OP1205  MODELED GRAVITY -    980,405.1   (mgal)                       NAVD 88
 OP1205
 OP1205  VERT ORDER      -  FIRST     CLASS II
 OP1205
 OP1205.The horizontal coordinates were established by autonomous hand held GPS
 OP1205.observations and have an estimated accuracy of +/- 10 meters.
 OP1205
 OP1205.The orthometric height was determined by differential leveling and
 OP1205.adjusted by the NATIONAL GEODETIC SURVEY
 OP1205.in June 1991.
 OP1205
 OP1205.Significant digits in the geoid height do not necessarily reflect accuracy.
 OP1205.GEOID18 height accuracy estimate available here.
 OP1205
 OP1205.Click photographs - Photos may exist for this station.
 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     -   174,018.      781,644.      MT  (+/- 10 meters HH2 GPS)
 OP1205
 OP1205_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVJ0102835500(NAD 83)
 OP1205
 OP1205                          SUPERSEDED SURVEY CONTROL
 OP1205
 OP1205.No superseded survey control is available for this station.
 OP1205
 OP1205_MARKER: DV = VERTICAL CONTROL DISK
 OP1205_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 OP1205_SP_SET: BRIDGE ABUTMENT
 OP1205_STAMPING: 2280 AB 1980
 OP1205_MARK LOGO: MNHD
 OP1205_MAGNETIC: N = NO MAGNETIC MATERIAL
 OP1205_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OP1205_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 OP1205+SATELLITE: SATELLITE OBSERVATIONS - June 26, 2018
 OP1205
 OP1205  HISTORY     - Date     Condition        Report By
 OP1205  HISTORY     - 19800520 MONUMENTED       MNHD
 OP1205  HISTORY     - 19900830 GOOD             NGS
 OP1205  HISTORY     - 20110804 GOOD             WOOLPT
 OP1205  HISTORY     - 20110804 GOOD             WOOLPT
 OP1205  HISTORY     - 20160706 GOOD             MNDT
 OP1205  HISTORY     - 20180626 GOOD             MNDT
 OP1205
 OP1205                          STATION DESCRIPTION
 OP1205
 OP1205'DESCRIBED BY MN HIGHWAY DEPT 1980
 OP1205'1 MI NORTH FROM GUCKEEN.
 OP1205'THE MARK IS LOCATED AT THE JUNCTION OF INTERSTATE HIGHWAY 90 AND
 OP1205'COUNTY ROAD 1 JUST NORTH OF GUCKEEN IN THE SW 1/4 OF SECTION 5,
 OP1205'T102N, R28W, NEAR HIGHWAY 90 MILE POINT 113.4.  THE MARK IS 26 FEET
 OP1205'EAST OF AND ABOUT LEVEL WITH THE CENTERLINE OF COUNTY ROAD 1 AND IN
 OP1205'THE ABUTMENT IN THE SOUTHEAST CORNER OF BRIDGE NUMBER 22801.  THE
 OP1205'MARK, A STANDARD MNHD VERTICAL CONTROL MARK DISK STAMPED---2280 AB
 OP1205'1980---, IS CEMENTED IN A DRILE IN THE ABUTMENT.
 OP1205
 OP1205                          STATION RECOVERY (1990)
 OP1205
 OP1205'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990
 OP1205'10.7 KM (6.6 MI) WESTERLY ALONG INTERSTATE HIGHWAY 90 FROM THE
 OP1205'JUNCTION OF U.S. HIGHWAY 169 IN BLUE EARTH, IN TOP OF AND 3.2 M
 OP1205'(10.5 FT) WEST OF THE EAST END OF THE SOUTH CONCRETE ABUTMENT OF
 OP1205'COUNTY ROAD 1 OVERPASS OF THE HIGHWAY, 33.9 M (111.2 FT) SOUTH OF THE
 OP1205'CENTERLINE OF THE EASTBOUND LANES OF THE HIGHWAY, AND 6.1 M (20.0 FT)
 OP1205'ABOVE THE LEVEL OF THE HIGHWAY.
 OP1205
 OP1205                          STATION RECOVERY (2011)
 OP1205
 OP1205'RECOVERY NOTE BY WOOLPERT CONSULTANTS 2011 (DJK)
 OP1205'RECOVERED AS DESCRIBED.
 OP1205
 OP1205                          STATION RECOVERY (2011)
 OP1205
 OP1205'RECOVERY NOTE BY WOOLPERT CONSULTANTS 2011 (DJK)
 OP1205'RECOVERED AS DESCRIBED.
 OP1205
 OP1205                          STATION RECOVERY (2016)
 OP1205
 OP1205'RECOVERY NOTE BY MN DEPT OF TRANSP 2016 (KMS)
 OP1205'THE MARK IS LOCATED ABOUT 7.0 MI (11.3 KM) WEST-NORTHWEST OF BLUE
 OP1205'EARTH.
 OP1205'
 OP1205'TO REACH THE MARK GO 6.6 MI (10.6 KM) WEST ALONG INTERSTATE HIGHWAY 90
 OP1205'FROM THE JUNCTION OF INTERSTATE HIGHWAY 90 AND TRUNK HIGHWAY 169 IN
 OP1205'BLUE EARTH, IN SOUTHEAST CORNER OF COUNTY ROAD 1 BRIDGE NUMBER 22801
 OP1205'OVER INTERSTATE HIGHWAY 90, AT INTERSTATE HIGHWAY 90 MILE POINT 113.4.
 OP1205'THE MARK IS LOCATED 10.5 FT (3.2 M) WEST OF EAST END OF SOUTH CONCRETE
 OP1205'ABUTMENT, 111.2 FT (33.9 M) SOUTH OF EASTBOUND INTERSTATE HIGHWAY 90,
 OP1205'26.0 FT (7.9 M) EAST OF COUNTY ROAD 1.
 OP1205
 OP1205                          STATION RECOVERY (2018)
 OP1205
 OP1205'RECOVERY NOTE BY MN DEPT OF TRANSP 2018 (KMS)
 OP1205'7.0 MI (11.3 KM) WEST-NORTHWEST OF BLUE EARTH, IN THE SOUTHEAST CORNER
 OP1205'OF COUNTY ROAD 1 BRIDGE NUMBER 22801 OVER INTERSTATE HIGHWAY 90, 6.6
 OP1205'MI (10.6 KM) WEST ALONG INTERSTATE HIGHWAY 90 FROM THE JUNCTION OF
 OP1205'INTERSTATE HIGHWAY 90 AND TRUNK HIGHWAY 169 IN BLUE EARTH, AT
 OP1205'INTERSTATE HIGHWAY 90 MILE POINT 113.4, 10.5 FT (3.2 M) WEST OF THE
 OP1205'EAST END OF THE SOUTH CONCRETE ABUTMENT, 111.2 FT (33.9 M) SOUTH OF
 OP1205'EASTBOUND INTERSTATE HIGHWAY 90, 26.0 FT (7.9 M) EAST OF COUNTY ROAD
 OP1205'1.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 OP1206 ***********************************************************************
 OP1206  DESIGNATION -  2280 AC
 OP1206  PID         -  OP1206
 OP1206  STATE/COUNTY-  MN/FARIBAULT
 OP1206  COUNTRY     -  US
 OP1206  USGS QUAD   -  HUNTLEY (2019)
 OP1206
 OP1206                         *CURRENT SURVEY CONTROL
 OP1206  ______________________________________________________________________
 OP1206* NAD 83(1986) POSITION- 43 39 57.62   (N) 094 12 39.23   (W)   HD_HELD1
 OP1206* NAVD 88 ORTHO HEIGHT -   337.301 (meters)     1106.63  (feet) ADJUSTED
 OP1206  ______________________________________________________________________
 OP1206  GEOID HEIGHT    -        -28.314 (meters)                     GEOID18
 OP1206  DYNAMIC HEIGHT  -        337.232 (meters)     1106.40  (feet) COMP
 OP1206  MODELED GRAVITY -    980,405.6   (mgal)                       NAVD 88
 OP1206
 OP1206  VERT ORDER      -  SECOND    CLASS I
 OP1206
 OP1206.The horizontal coordinates were determined by differentially corrected
 OP1206.hand held GPS observations or other comparable positioning techniques
 OP1206.and have an estimated accuracy of +/- 3 meters.
 OP1206
 OP1206.The orthometric height was determined by differential leveling and
 OP1206.adjusted by the NATIONAL GEODETIC SURVEY
 OP1206.in May 2019.
 OP1206
 OP1206.Significant digits in the geoid height do not necessarily reflect accuracy.
 OP1206.GEOID18 height accuracy estimate available here.
 OP1206
 OP1206.Click photographs - Photos may exist for this station.
 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     -   174,024.5     782,989.7     MT  (+/- 3 meters HH1 GPS) 
 OP1206
 OP1206_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVJ0237435490(NAD 83)
 OP1206
 OP1206                          SUPERSEDED SURVEY CONTROL
 OP1206
 OP1206  NAVD 88 (06/15/91)  337.232  (m)         1106.40   (f) SUPERSEDED  2 1
 OP1206
 OP1206.Superseded values are not recommended for survey control.
 OP1206
 OP1206.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OP1206.See file dsdata.pdf to determine how the superseded data were derived.
 OP1206
 OP1206_MARKER: DV = VERTICAL CONTROL DISK
 OP1206_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 OP1206+WITH SETTING: PAVEMENT
 OP1206_SP_SET: SIGN BASE
 OP1206_STAMPING: 2280 AC 1980
 OP1206_MARK LOGO: MNHD
 OP1206_MAGNETIC: N = NO MAGNETIC MATERIAL
 OP1206_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OP1206+STABILITY: SURFACE MOTION
 OP1206_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 OP1206+SATELLITE: SATELLITE OBSERVATIONS - July 16, 2018
 OP1206
 OP1206  HISTORY     - Date     Condition        Report By
 OP1206  HISTORY     - 19800520 MONUMENTED       MNHD
 OP1206  HISTORY     - 20160706 GOOD             MNDT
 OP1206  HISTORY     - 20180716 GOOD             MNDT
 OP1206
 OP1206                          STATION DESCRIPTION
 OP1206
 OP1206'DESCRIBED BY MN HIGHWAY DEPT 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.
 OP1206
 OP1206                          STATION RECOVERY (2016)
 OP1206
 OP1206'RECOVERY NOTE BY MN DEPT OF TRANSP 2016 (KMS)
 OP1206'THE MARK IS LOCATED ABOUT 6.9 MI (11.1 KM) WEST OF BLUE EARTH.
 OP1206'
 OP1206'TO REACH THE MARK GO 5.75 MI (9.25 KM) WEST ALONG INTERSTATE HIGHWAY
 OP1206'90 FROM THE JUNCTION OF INTERSTATE HIGHWAY 90 AND TRUNK HIGHWAY 169 IN
 OP1206'BLUE EARTH, AT INTERSTATE HIGHWAY 90 MILE POINT 114.15, IN NORTHEAST
 OP1206'CORNER OF CONCRETE BASE OF NORTH LEG OF EASTBOUND INTERSTATE HIGHWAY
 OP1206'90 SIGN (BLUE EARTH 6-JUNCTION 22 24-ALBERT LEA 40).
 OP1206'
 OP1206'THE MARK IS LOCATED 51.5 FT (15.7 M) SOUTH OF INTERSTATE HIGHWAY 90.
 OP1206
 OP1206                          STATION RECOVERY (2018)
 OP1206
 OP1206'RECOVERY NOTE BY MN DEPT OF TRANSP 2018 (TJD)
 OP1206'6.9 MI (11.1 KM) WEST OF BLUE EARTH, 5.75 MI (9.25 KM) WEST ALONG
 OP1206'INTERSTATE HIGHWAY 90 FROM THE JUNCTION OF INTERSTATE HIGHWAY 90 AND
 OP1206'TRUNK HIGHWAY 169 IN BLUE EARTH, AT INTERSTATE HIGHWAY 90 MILE POINT
 OP1206'114.15, IN THE NORTHEAST CORNER OF A CONCRETE BASE OF THE NORTH LEG OF
 OP1206'AN EASTBOUND INTERSTATE HIGHWAY 90 SIGN (BLUE EARTH 6-JUNCTION 22
 OP1206'24-ALBERT LEA 40), 51.5 FT (15.7 M) SOUTH OF INTERSTATE HIGHWAY 90.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 OP1208 ***********************************************************************
 OP1208  DESIGNATION -  2280 AD
 OP1208  PID         -  OP1208
 OP1208  STATE/COUNTY-  MN/FARIBAULT
 OP1208  COUNTRY     -  US
 OP1208  USGS QUAD   -  HUNTLEY (2019)
 OP1208
 OP1208                         *CURRENT SURVEY CONTROL
 OP1208  ______________________________________________________________________
 OP1208* NAD 83(1986) POSITION- 43 39 56.95   (N) 094 10 39.40   (W)   HD_HELD1
 OP1208* NAVD 88 ORTHO HEIGHT -   342.601 (meters)     1124.02  (feet) ADJUSTED
 OP1208  ______________________________________________________________________
 OP1208  GEOID HEIGHT    -        -28.352 (meters)                     GEOID18
 OP1208  DYNAMIC HEIGHT  -        342.531 (meters)     1123.79  (feet) COMP
 OP1208  MODELED GRAVITY -    980,406.3   (mgal)                       NAVD 88
 OP1208
 OP1208  VERT ORDER      -  FIRST     CLASS II
 OP1208
 OP1208.The horizontal coordinates were determined by differentially corrected
 OP1208.hand held GPS observations or other comparable positioning techniques
 OP1208.and have an estimated accuracy of +/- 3 meters.
 OP1208
 OP1208.The orthometric height was determined by differential leveling and
 OP1208.adjusted by the NATIONAL GEODETIC SURVEY
 OP1208.in June 1991.
 OP1208
 OP1208.Significant digits in the geoid height do not necessarily reflect accuracy.
 OP1208.GEOID18 height accuracy estimate available here.
 OP1208
 OP1208.Click photographs - Photos may exist for this station.
 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     -   173,997.5     785,674.4     MT  (+/- 3 meters HH1 GPS) 
 OP1208
 OP1208_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVJ0505735430(NAD 83)
 OP1208
 OP1208                          SUPERSEDED SURVEY CONTROL
 OP1208
 OP1208.No superseded survey control is available for this station.
 OP1208
 OP1208_MARKER: DV = VERTICAL CONTROL DISK
 OP1208_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 OP1208_SP_SET: BRIDGE ABUTMENT
 OP1208_STAMPING: 2280 AD 1980
 OP1208_MARK LOGO: MNHD
 OP1208_MAGNETIC: N = NO MAGNETIC MATERIAL
 OP1208_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OP1208_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 OP1208+SATELLITE: SATELLITE OBSERVATIONS - July 16, 2018
 OP1208
 OP1208  HISTORY     - Date     Condition        Report By
 OP1208  HISTORY     - 1980     MONUMENTED       MNHD
 OP1208  HISTORY     - 19900830 GOOD             NGS
 OP1208  HISTORY     - 20160706 GOOD             MNDT
 OP1208  HISTORY     - 20180716 GOOD             MNDT
 OP1208
 OP1208                          STATION DESCRIPTION
 OP1208
 OP1208'DESCRIBED BY MN HIGHWAY DEPT 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.
 OP1208
 OP1208                          STATION RECOVERY (2016)
 OP1208
 OP1208'RECOVERY NOTE BY MN DEPT OF TRANSP 2016 (KMS)
 OP1208'RECOVERED AS DESCRIBED.
 OP1208
 OP1208                          STATION RECOVERY (2018)
 OP1208
 OP1208'RECOVERY NOTE BY MN DEPT OF TRANSP 2018 (TJD)
 OP1208'4.0 MI (6.4 KM) WEST OF BLUE EARTH, 4.1 MI (6.6 KM) WEST ALONG
 OP1208'INTERSTATE HIGHWAY 90 FROM THE JUNCTION OF INTERSTATE HIGHWAY 90 AND
 OP1208'TRUNK HIGHWAY 169 IN BLUE EARTH, IN THE SOUTHEAST CORNER OF COUNTY
 OP1208'ROAD 5 BRIDGE NUMBER 22802 OVER INTERSTATE HIGHWAY 90, AT INTERSTATE
 OP1208'HIGHWAY 90 MILE POINT 115.8, 110.2 FT (33.6 M) SOUTH OF EASTBOUND
 OP1208'INTERSTATE HIGHWAY 90, 18.7 FT (5.7 M) EAST OF COUNTY ROAD 5, 11.5 FT
 OP1208'(3.5 M) WEST OF THE EAST END OF THE SOUTH CONCRETE ABUTMENT.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 OP1212 ***********************************************************************
 OP1212  DESIGNATION -  2280 AE
 OP1212  PID         -  OP1212
 OP1212  STATE/COUNTY-  MN/FARIBAULT
 OP1212  COUNTRY     -  US
 OP1212  USGS QUAD   -  HUNTLEY (2019)
 OP1212
 OP1212                         *CURRENT SURVEY CONTROL
 OP1212  ______________________________________________________________________
 OP1212* NAD 83(2011) POSITION- 43 39 59.79260(N) 094 09 27.90889(W)   ADJUSTED
 OP1212* NAD 83(2011) ELLIP HT-   302.959 (meters)        (06/27/12)   ADJUSTED
 OP1212* NAD 83(2011) EPOCH   -  2010.00
 OP1212* NAVD 88 ORTHO HEIGHT -   331.338 (meters)     1087.06  (feet) ADJUSTED
 OP1212  ______________________________________________________________________
 OP1212  GEOID HEIGHT    -        -28.375 (meters)                     GEOID18
 OP1212  NAD 83(2011) X  -   -335,060.801 (meters)                     COMP
 OP1212  NAD 83(2011) Y  - -4,609,187.454 (meters)                     COMP
 OP1212  NAD 83(2011) Z  -  4,381,579.770 (meters)                     COMP
 OP1212  LAPLACE CORR    -         -2.92  (seconds)                    DEFLEC18
 OP1212  DYNAMIC HEIGHT  -        331.270 (meters)     1086.84  (feet) COMP
 OP1212  MODELED GRAVITY -    980,406.4   (mgal)                       NAVD 88
 OP1212
 OP1212  VERT ORDER      -  FIRST     CLASS II
 OP1212
 OP1212  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 OP1212  Standards:
 OP1212         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 OP1212            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 OP1212  -------------------------------------------------------------------
 OP1212  NETWORK    1.30   1.06           0.62   0.38   0.54     -0.09505970
 OP1212  -------------------------------------------------------------------
 OP1212  Click here for local accuracies and other accuracy information.
 OP1212
 OP1212.The horizontal coordinates were established by GPS observations
 OP1212.and adjusted by the National Geodetic Survey in June 2012.
 OP1212
 OP1212.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 OP1212.been affixed to the stable North American tectonic plate. See 
 OP1212.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 OP1212
 OP1212.The horizontal coordinates are valid at the epoch date displayed above
 OP1212.which is a decimal equivalence of Year/Month/Day.
 OP1212
 OP1212.The orthometric height was determined by differential leveling and
 OP1212.adjusted by the NATIONAL GEODETIC SURVEY
 OP1212.in June 1991.
 OP1212
 OP1212.Significant digits in the geoid height do not necessarily reflect accuracy.
 OP1212.GEOID18 height accuracy estimate available here.
 OP1212
 OP1212.Click photographs - Photos may exist for this station.
 OP1212
 OP1212.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 OP1212
 OP1212.The Laplace correction was computed from DEFLEC18 derived deflections.
 OP1212
 OP1212.The ellipsoidal height was determined by GPS observations
 OP1212.and is referenced to NAD 83.
 OP1212
 OP1212.The dynamic height is computed by dividing the NAVD 88
 OP1212.geopotential number by the normal gravity value computed on the
 OP1212.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OP1212.degrees latitude (g = 980.6199 gals.).
 OP1212
 OP1212.The modeled gravity was interpolated from observed gravity values.
 OP1212
 OP1212. The following values were computed from the NAD 83(2011) position.
 OP1212
 OP1212;                    North         East     Units Scale Factor Converg.
 OP1212;SPC MN S     -   174,081.907   787,276.301   MT  1.00002733   -0 06 38.1
 OP1212;SPC MN S     -   571,133.72  2,582,922.33   sFT  1.00002733   -0 06 38.1
 OP1212;UTM  15      - 4,835,496.108   406,659.738   MT  0.99970716   -0 47 58.0
 OP1212
 OP1212!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OP1212!SPC MN S     -   0.99995249  x   1.00002733  =   0.99997982
 OP1212!UTM  15      -   0.99995249  x   0.99970716  =   0.99965967
 OP1212
 OP1212_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVJ0665935496(NAD 83)
 OP1212
 OP1212                          SUPERSEDED SURVEY CONTROL
 OP1212
 OP1212  NAD 83(2007)-  43 39 59.79281(N)    094 09 27.90988(W) AD(2002.00) 0
 OP1212  ELLIP H (02/10/07)  302.976  (m)                       GP(2002.00)    
 OP1212  NAD 83(1996)-  43 39 59.79218(N)    094 09 27.90945(W) AD(       ) 1
 OP1212  ELLIP H (02/05/03)  303.032  (m)                       GP(       ) 3 2
 OP1212  NAVD 88             331.34   (m)         1087.1    (f) LEVELING    3  
 OP1212
 OP1212.Superseded values are not recommended for survey control.
 OP1212
 OP1212.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OP1212.See file dsdata.pdf to determine how the superseded data were derived.
 OP1212
 OP1212_MARKER: DV = VERTICAL CONTROL DISK
 OP1212_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 OP1212_STAMPING: 2280 AE 1980
 OP1212_MARK LOGO: MNHD
 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 NOT SUITABLE FOR
 OP1212+SATELLITE: SATELLITE OBSERVATIONS - July 17, 2018
 OP1212_ROD/PIPE-DEPTH: 9.1 meters
 OP1212
 OP1212  HISTORY     - Date     Condition        Report By
 OP1212  HISTORY     - 19800520 MONUMENTED       MNHD
 OP1212  HISTORY     - 19900830 GOOD             NGS
 OP1212  HISTORY     - 19961119 GOOD             MNDT
 OP1212  HISTORY     - 20160706 GOOD             MNDT
 OP1212  HISTORY     - 20180717 GOOD             MNDT
 OP1212
 OP1212                          STATION DESCRIPTION
 OP1212
 OP1212'DESCRIBED BY MN HIGHWAY DEPT 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.
 OP1212
 OP1212                          STATION RECOVERY (2016)
 OP1212
 OP1212'RECOVERY NOTE BY MN DEPT OF TRANSP 2016 (KMS)
 OP1212'THE MARK IS LOCATED ABOUT 3.0 MI (4.8 KM) WEST OF BLUE EARTH.
 OP1212'
 OP1212'TO REACH THE MARK GO 3.1 MI (5.0 KM) WEST ALONG INTERSTATE HIGHWAY 90
 OP1212'FROM THE JUNCTION OF INTERSTATE HIGHWAY 90 AND TRUNK HIGHWAY 169 IN
 OP1212'BLUE EARTH, AT INTERSTATE HIGHWAY 90 MILE POINT 116.8.
 OP1212'
 OP1212'THE MARK IS LOCATED 97.8 FT (29.8 M) NORTH OF WESTBOUND INTERSTATE
 OP1212'HIGHWAY 90, 5.2 FT (1.6 M) SOUTHEAST OF CONCRETE POWER POLE WITH LINES
 OP1212'CROSSING HIGHWAY, 1.0 FT (0.3 M) SOUTH OF A FENCE, 0.8 FT (24 CM)
 OP1212'SOUTH OF A WITNESS POST.
 OP1212
 OP1212                          STATION RECOVERY (2018)
 OP1212
 OP1212'RECOVERY NOTE BY MN DEPT OF TRANSP 2018 (TJD)
 OP1212'3.0 MI (4.8 KM) WEST OF BLUE EARTH, 3.1 MI (5.0 KM) WEST ALONG
 OP1212'INTERSTATE HIGHWAY 90 FROM THE JUNCTION OF INTERSTATE HIGHWAY 90 AND
 OP1212'TRUNK HIGHWAY 169 IN BLUE EARTH, AT INTERSTATE HIGHWAY 90 MILE POINT
 OP1212'116.8, 97.8 FT (29.8 M) NORTH OF WESTBOUND INTERSTATE HIGHWAY 90, 5.2
 OP1212'FT (1.6 M) SOUTHEAST OF A CONCRETE POWER POLE WITH LINES CROSSING THE
 OP1212'HIGHWAY, 1.0 FT (0.3 M) SOUTH OF A FENCE, 0.8 FT (24 CM) SOUTH OF A
 OP1212'WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 OP1213 ***********************************************************************
 OP1213  DESIGNATION -  2280 AF
 OP1213  PID         -  OP1213
 OP1213  STATE/COUNTY-  MN/FARIBAULT
 OP1213  COUNTRY     -  US
 OP1213  USGS QUAD   -  HUNTLEY (2019)
 OP1213
 OP1213                         *CURRENT SURVEY CONTROL
 OP1213  ______________________________________________________________________
 OP1213* NAD 83(1986) POSITION- 43 39 59.04   (N) 094 08 35.70   (W)   HD_HELD1
 OP1213* NAVD 88 ORTHO HEIGHT -   330.854 (meters)     1085.48  (feet) ADJUSTED
 OP1213  ______________________________________________________________________
 OP1213  GEOID HEIGHT    -        -28.391 (meters)                     GEOID18
 OP1213  DYNAMIC HEIGHT  -        330.787 (meters)     1085.26  (feet) COMP
 OP1213  MODELED GRAVITY -    980,406.3   (mgal)                       NAVD 88
 OP1213
 OP1213  VERT ORDER      -  FIRST     CLASS II
 OP1213
 OP1213.The horizontal coordinates were determined by differentially corrected
 OP1213.hand held GPS observations or other comparable positioning techniques
 OP1213.and have an estimated accuracy of +/- 3 meters.
 OP1213
 OP1213.The orthometric height was determined by differential leveling and
 OP1213.adjusted by the NATIONAL GEODETIC SURVEY
 OP1213.in June 1991.
 OP1213
 OP1213.Significant digits in the geoid height do not necessarily reflect accuracy.
 OP1213.GEOID18 height accuracy estimate available here.
 OP1213
 OP1213.Click photographs - Photos may exist for this station.
 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     -   174,056.5     788,446.0     MT  (+/- 3 meters HH1 GPS) 
 OP1213
 OP1213_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVJ0782835456(NAD 83)
 OP1213
 OP1213                          SUPERSEDED SURVEY CONTROL
 OP1213
 OP1213.No superseded survey control is available for this station.
 OP1213
 OP1213_MARKER: DV = VERTICAL CONTROL DISK
 OP1213_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 OP1213+WITH SETTING: PAVEMENT
 OP1213_SP_SET: SIGN BASE
 OP1213_STAMPING: 2280 AF 1980
 OP1213_MARK LOGO: MNHD
 OP1213_MAGNETIC: N = NO MAGNETIC MATERIAL
 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 - July 17, 2018
 OP1213
 OP1213  HISTORY     - Date     Condition        Report By
 OP1213  HISTORY     - 1980     MONUMENTED       MNHD
 OP1213  HISTORY     - 19900830 GOOD             NGS
 OP1213  HISTORY     - 20160706 GOOD             MNDT
 OP1213  HISTORY     - 20180717 GOOD             MNDT
 OP1213
 OP1213                          STATION DESCRIPTION
 OP1213
 OP1213'DESCRIBED BY MN HIGHWAY DEPT 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.
 OP1213
 OP1213                          STATION RECOVERY (2016)
 OP1213
 OP1213'RECOVERY NOTE BY MN DEPT OF TRANSP 2016 (KMS)
 OP1213'RECOVERED AS DESCRIBED.
 OP1213
 OP1213                          STATION RECOVERY (2018)
 OP1213
 OP1213'RECOVERY NOTE BY MN DEPT OF TRANSP 2018 (TJD)
 OP1213'3.0 MI (4.8 KM) NORTHWEST OF BLUE EARTH, 2.3 MI (3.7 KM) WEST ALONG
 OP1213'INTERSTATE HIGHWAY 90 FROM THE JUNCTION OF INTERSTATE HIGHWAY 90 AND
 OP1213'TRUNK HIGHWAY 169 IN BLUE EARTH, IN THE NORTH EDGE OF THE CONCRETE
 OP1213'BASE OF THE SOUTH LEG OF A SIGN (THE JUNCTION 1 4-FAIRMONT 15-SOUIX
 OP1213'FALLS 130), AT INTERSTATE HIGHWAY 90 MILE POINT 117.5, 72.8 FT (22.2
 OP1213'M) NORTH OF WESTBOUND INTERSTATE HIGHWAY 90, 27.2 FT (8.3 M) SOUTH OF
 OP1213'A FENCE, 0.8 FT (24 CM) NORTH OF THE SOUTH LEG OF A SIGN.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 OP1214 ***********************************************************************
 OP1214  DESIGNATION -  2280 AG
 OP1214  PID         -  OP1214
 OP1214  STATE/COUNTY-  MN/FARIBAULT
 OP1214  COUNTRY     -  US
 OP1214  USGS QUAD   -  HUNTLEY (2019)
 OP1214
 OP1214                         *CURRENT SURVEY CONTROL
 OP1214  ______________________________________________________________________
 OP1214* NAD 83(2011) POSITION- 43 39 57.61828(N) 094 07 46.61338(W)   ADJUSTED
 OP1214* NAD 83(2011) ELLIP HT-   300.648 (meters)        (06/27/12)   ADJUSTED
 OP1214* NAD 83(2011) EPOCH   -  2010.00
 OP1214* NAVD 88 ORTHO HEIGHT -   329.060 (meters)     1079.59  (feet) ADJUSTED
 OP1214  ______________________________________________________________________
 OP1214  GEOID HEIGHT    -        -28.408 (meters)                     GEOID18
 OP1214  NAD 83(2011) X  -   -332,800.431 (meters)                     COMP
 OP1214  NAD 83(2011) Y  - -4,609,395.992 (meters)                     COMP
 OP1214  NAD 83(2011) Z  -  4,381,529.630 (meters)                     COMP
 OP1214  LAPLACE CORR    -         -3.08  (seconds)                    DEFLEC18
 OP1214  DYNAMIC HEIGHT  -        328.993 (meters)     1079.37  (feet) COMP
 OP1214  MODELED GRAVITY -    980,406.1   (mgal)                       NAVD 88
 OP1214
 OP1214  VERT ORDER      -  SECOND    CLASS I
 OP1214
 OP1214  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 OP1214  Standards:
 OP1214         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 OP1214            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 OP1214  -------------------------------------------------------------------
 OP1214  NETWORK    1.11   0.98           0.50   0.39   0.50     -0.16540040
 OP1214  -------------------------------------------------------------------
 OP1214  Click here for local accuracies and other accuracy information.
 OP1214
 OP1214.The horizontal coordinates were established by GPS observations
 OP1214.and adjusted by the National Geodetic Survey in June 2012.
 OP1214
 OP1214.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 OP1214.been affixed to the stable North American tectonic plate. See 
 OP1214.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 OP1214
 OP1214.The horizontal coordinates are valid at the epoch date displayed above
 OP1214.which is a decimal equivalence of Year/Month/Day.
 OP1214
 OP1214.The orthometric height was determined by differential leveling and
 OP1214.adjusted by the NATIONAL GEODETIC SURVEY
 OP1214.in May 2019.
 OP1214
 OP1214.Significant digits in the geoid height do not necessarily reflect accuracy.
 OP1214.GEOID18 height accuracy estimate available here.
 OP1214
 OP1214.Click photographs - Photos may exist for this station.
 OP1214
 OP1214.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 OP1214
 OP1214.The Laplace correction was computed from DEFLEC18 derived deflections.
 OP1214
 OP1214.The ellipsoidal height was determined by GPS observations
 OP1214.and is referenced to NAD 83.
 OP1214
 OP1214.The dynamic height is computed by dividing the NAVD 88
 OP1214.geopotential number by the normal gravity value computed on the
 OP1214.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OP1214.degrees latitude (g = 980.6199 gals.).
 OP1214
 OP1214.The modeled gravity was interpolated from observed gravity values.
 OP1214
 OP1214. The following values were computed from the NAD 83(2011) position.
 OP1214
 OP1214;                    North         East     Units Scale Factor Converg.
 OP1214;SPC MN S     -   174,010.811   789,545.665   MT  1.00002749   -0 05 27.1
 OP1214;SPC MN S     -   570,900.47  2,590,367.74   sFT  1.00002749   -0 05 27.1
 OP1214;UTM  15      - 4,835,397.759   408,927.351   MT  0.99970202   -0 46 48.0
 OP1214
 OP1214!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OP1214!SPC MN S     -   0.99995286  x   1.00002749  =   0.99998035
 OP1214!UTM  15      -   0.99995286  x   0.99970202  =   0.99965489
 OP1214
 OP1214_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVJ0892735397(NAD 83)
 OP1214
 OP1214                          SUPERSEDED SURVEY CONTROL
 OP1214
 OP1214  NAD 83(2007)-  43 39 57.61833(N)    094 07 46.61413(W) AD(2002.00) 0
 OP1214  ELLIP H (02/10/07)  300.672  (m)                       GP(2002.00)    
 OP1214  NAD 83(1996)-  43 39 57.61777(N)    094 07 46.61372(W) AD(       ) 1
 OP1214  ELLIP H (03/20/03)  300.724  (m)                       GP(       ) 3 2
 OP1214  NAVD 88             329.06   (m)         1079.6    (f) LEVELING    3  
 OP1214  NAVD 88 (06/15/91)  329.060  (m)         1079.59   (f) SUPERSEDED  2 1
 OP1214
 OP1214.Superseded values are not recommended for survey control.
 OP1214
 OP1214.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OP1214.See file dsdata.pdf to determine how the superseded data were derived.
 OP1214
 OP1214_MARKER: DV = VERTICAL CONTROL DISK
 OP1214_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 OP1214_STAMPING: 2280 AG 1980
 OP1214_MARK LOGO: MNHD
 OP1214_PROJECTION: FLUSH
 OP1214_MAGNETIC: I = MARKER IS A STEEL ROD
 OP1214_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OP1214_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 OP1214+SATELLITE: SATELLITE OBSERVATIONS - July 17, 2018
 OP1214
 OP1214  HISTORY     - Date     Condition        Report By
 OP1214  HISTORY     - 19800520 MONUMENTED       MNHD
 OP1214  HISTORY     - 20000518 GOOD             MNDT
 OP1214  HISTORY     - 20100603 GOOD             AEROME
 OP1214  HISTORY     - 20161019 GOOD             MNDT
 OP1214  HISTORY     - 20180717 GOOD             MNDT
 OP1214
 OP1214                          STATION DESCRIPTION
 OP1214
 OP1214'DESCRIBED BY MN HIGHWAY DEPT 1980
 OP1214'2.6 MI NNW FROM BLUE EARTH.
 OP1214'THE MARK IS LOCATED ABOUT 1.7 MILES WEST ALONG INTERSTATE HIGHWAY 90
 OP1214'FROM ITS JUNCTION WITH TRUNK HIGHWAY 169 JUST NORTH OF BLUE EARTH AND
 OP1214'IS NEAR HIGHWAY 90 MILE POINT 118.2 IN THE SE 1/4 OF SECTION 1,
 OP1214'T102N, R28W.  THE MARK IS 165.5 FEET NORTH-NORTHEAST OF AND 8 FEET
 OP1214'LOWER THAN THE WESTBOUND CENTERLINE OF HIGHWAY 90, 163 FEET NORTH OF
 OP1214'THE CENTER OF THE 320 STATION STENCILED IN THE WESTBOUND LANE, 0.8
 OP1214'FOOT SOUTH OF THE RIGHT-OF-WAY FENCE AND 0.9 FOOT SOUTHWEST OF A
 OP1214'STEEL WITNESS POST.  THE MARK, A STANDARD MNHD VERTICAL CONTROL MARK
 OP1214'DISK STAMPED---2280 AG 1980---, IS CRIMPED TO THE TOP OF A DRIVEN 5/8
 OP1214'INCH DIAMETER BY 30 FOOT LONG COPPER-CLAD STEEL ROD THAT PROJECTS 2
 OP1214'INCHES ABOVE GROUND LEVEL.
 OP1214
 OP1214                          STATION RECOVERY (2000)
 OP1214
 OP1214'RECOVERY NOTE BY MN DEPT OF TRANSP 2000 (PJ)
 OP1214'RECOVERED AS DESCRIBED.
 OP1214
 OP1214                          STATION RECOVERY (2010)
 OP1214
 OP1214'RECOVERY NOTE BY AERO METRIC INC 2010 (MB)
 OP1214'RECOVERED IN GOOD CONDITION.
 OP1214
 OP1214                          STATION RECOVERY (2016)
 OP1214
 OP1214'RECOVERY NOTE BY MN DEPT OF TRANSP 2016 (MDR)
 OP1214'THE MARK IS LOCATED ABOUT 2.5 MI (4.0 KM) NORTH-NORTHWEST OF BLUE
 OP1214'EARTH.
 OP1214'
 OP1214'TO REACH THE MARK GO 1.7 MI (2.7 KM) WEST ALONG INTERSTATE HIGHWAY 90
 OP1214'FROM THE JUNCTION OF INTERSTATE HIGHWAY 90 AND TRUNK HIGHWAY 169 IN
 OP1214'BLUE EARTH, AT INTERSTATE HIGHWAY 90 MILE POINT 118.2.
 OP1214'
 OP1214'THE MARK IS LOCATED 165.5 FT (50.4 M) NORTH-NORTHEAST OF WESTBOUND
 OP1214'INTERSTATE HIGHWAY 90, 0.8 FT (24 CM) SOUTH OF RIGHT-OF-WAY FENCE, 0.9
 OP1214'FT (27 CM) SOUTHWEST OF A WITNESS POST.
 OP1214
 OP1214                          STATION RECOVERY (2018)
 OP1214
 OP1214'RECOVERY NOTE BY MN DEPT OF TRANSP 2018 (TJD)
 OP1214'2.5 MI (4.0 KM) NORTH-NORTHWEST OF BLUE EARTH, 1.7 MI (2.7 KM) WEST
 OP1214'ALONG INTERSTATE HIGHWAY 90 FROM THE JUNCTION OF INTERSTATE HIGHWAY 90
 OP1214'AND TRUNK HIGHWAY 169 IN BLUE EARTH, AT INTERSTATE HIGHWAY 90 MILE
 OP1214'POINT 118.2, 165.5 FT (50.4 M) NORTH-NORTHEAST OF WESTBOUND INTERSTATE
 OP1214'HIGHWAY 90, 0.8 FT (24 CM) SOUTH OF A RIGHT-OF-WAY FENCE, 0.9 FT (27
 OP1214'CM) SOUTHWEST OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 OP1215 ***********************************************************************
 OP1215  DESIGNATION -  2280 AH
 OP1215  PID         -  OP1215
 OP1215  STATE/COUNTY-  MN/FARIBAULT
 OP1215  COUNTRY     -  US
 OP1215  USGS QUAD   -  BLUE EARTH (2019)
 OP1215
 OP1215                         *CURRENT SURVEY CONTROL
 OP1215  ______________________________________________________________________
 OP1215* NAD 83(1986) POSITION- 43 39 47.61   (N) 094 07 14.29   (W)   HD_HELD1
 OP1215* NAVD 88 ORTHO HEIGHT -   325.440 (meters)     1067.71  (feet) ADJUSTED
 OP1215  ______________________________________________________________________
 OP1215  GEOID HEIGHT    -        -28.418 (meters)                     GEOID18
 OP1215  DYNAMIC HEIGHT  -        325.374 (meters)     1067.50  (feet) COMP
 OP1215  MODELED GRAVITY -    980,406.1   (mgal)                       NAVD 88
 OP1215
 OP1215  VERT ORDER      -  FIRST     CLASS II
 OP1215
 OP1215.The horizontal coordinates were determined by differentially corrected
 OP1215.hand held GPS observations or other comparable positioning techniques
 OP1215.and have an estimated accuracy of +/- 3 meters.
 OP1215
 OP1215.The orthometric height was determined by differential leveling and
 OP1215.adjusted by the NATIONAL GEODETIC SURVEY
 OP1215.in June 1991.
 OP1215
 OP1215.Significant digits in the geoid height do not necessarily reflect accuracy.
 OP1215.GEOID18 height accuracy estimate available here.
 OP1215
 OP1215.Click photographs - Photos may exist for this station.
 OP1215
 OP1215.The dynamic height is computed by dividing the NAVD 88
 OP1215.geopotential number by the normal gravity value computed on the
 OP1215.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OP1215.degrees latitude (g = 980.6199 gals.).
 OP1215
 OP1215.The modeled gravity was interpolated from observed gravity values.
 OP1215
 OP1215;                    North         East    Units  Estimated Accuracy
 OP1215;SPC MN S     -   173,700.8     790,269.4     MT  (+/- 3 meters HH1 GPS) 
 OP1215
 OP1215_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVJ0964735079(NAD 83)
 OP1215
 OP1215                          SUPERSEDED SURVEY CONTROL
 OP1215
 OP1215.No superseded survey control is available for this station.
 OP1215
 OP1215_MARKER: DB = BENCH MARK DISK
 OP1215_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 OP1215_STAMPING: 2280 AH 1980
 OP1215_MARK LOGO: MNHD
 OP1215_PROJECTION: FLUSH
 OP1215_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 OP1215_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OP1215_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 OP1215+SATELLITE: SATELLITE OBSERVATIONS - July 17, 2018
 OP1215
 OP1215  HISTORY     - Date     Condition        Report By
 OP1215  HISTORY     - 19800520 MONUMENTED       MNHD
 OP1215  HISTORY     - 19900830 GOOD             NGS
 OP1215  HISTORY     - 20060518 GOOD             MNDT
 OP1215  HISTORY     - 20161019 GOOD             MNDT
 OP1215  HISTORY     - 20180717 GOOD             MNDT
 OP1215
 OP1215                          STATION DESCRIPTION
 OP1215
 OP1215'DESCRIBED BY MN HIGHWAY DEPT 1980
 OP1215'2 MI NNW FROM BLUE EARTH.
 OP1215'THE MARK IS LOCATED ABOUT 1.25 MILES WEST ALONG INTERSTATE HIGHWAY 90
 OP1215'FROM ITS JUNCTION WITH TRUNK HIGHWAY 169 JUST NORTH OF BLUE EARTH AND
 OP1215'IS NEAR HIGHWAY 90 MILE POINT 118.7 IN THE SW 1/4 OF SECTION 6,
 OP1215'T102N, R27W.  THE MARK IS 102.8 FEET NORTHWEST OF THE NORTHWEST
 OP1215'CORNER OF THE HIGHWAY 90 BRIDGE OVER THE BLUE EARTH RIVER, 101 FEET
 OP1215'NORTH-NORTHEAST OF AND 10 FEET LOWER THAN THE WESTBOUND CENTERLINE OF
 OP1215'HIGHWAY 90, 1.7 FEET EAST OF A R/W MARKER POST, 1.5 FEET EAST OF THE
 OP1215'RIGHT-OF-WAY FENCE CORNER AND 0.6 FOOT SOUTHWEST OF A STEEL WITNESS
 OP1215'POST.  THE MARK, A STANDARD MNHD BENCHMARK DISK STAMPED---2280 AH
 OP1215'1980---, IS SET IN THE TOP OF A MAGNETIC CONCRETE POST THAT PROJECTS
 OP1215'1 INCH ABOVE THE SURFACE OF THE GROUND.
 OP1215
 OP1215                          STATION RECOVERY (1990)
 OP1215
 OP1215'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990
 OP1215'1.9 KM (1.2 MI) WESTERLY ALONG INTERSTATE HIGHWAY 90 FROM THE
 OP1215'JUNCTION OF U.S. HIGHWAY 169 IN BLUE EARTH, 35.0 M (114.8 FT)
 OP1215'NORTHWEST OF THE NORTHWEST CORNER OF THE WESTBOUND HIGHWAY BRIDGE
 OP1215'SPANNING THE BLUE EARTH RIVER, 35.2 M (115.5 FT) NORTH OF THE
 OP1215'CENTERLINE OF THE WESTBOUND LANES OF THE HIGHWAY, 4.9 M (16.1 FT)
 OP1215'NORTHEAST OF A FENCE, 3.5 M (11.5 FT) BELOW THE LEVEL OF THE HIGHWAY,
 OP1215'2.0 M (6.6 FT) SOUTHWEST OF A WITNESS POST, AND THE MONUMENT IS FLUSH
 OP1215'WITH THE GROUND SURFACE.
 OP1215
 OP1215                          STATION RECOVERY (2006)
 OP1215
 OP1215'RECOVERY NOTE BY MN DEPT OF TRANSP 2006 (DJS)
 OP1215'RECOVERED AS DESCRIBED.
 OP1215
 OP1215                          STATION RECOVERY (2016)
 OP1215
 OP1215'RECOVERY NOTE BY MN DEPT OF TRANSP 2016 (MDR)
 OP1215'THE MARK IS LOCATED ABOUT 2.0 MI (3.2 KM) NORTH-NORTHWEST OF BLUE
 OP1215'EARTH.
 OP1215'
 OP1215'TO REACH THE MARK GO 1.25 MI (2.01 KM) WEST ALONG INTERSTATE HIGHWAY
 OP1215'90 FROM THE JUNCTION OF INTERSTATE HIGHWAY 90 AND TRUNK HIGHWAY 169 IN
 OP1215'BLUE EARTH, AT INTERSTATE HIGHWAY 90 MILE POINT 118.65.
 OP1215'
 OP1215'THE MARK IS LOCATED 114.8 FT (35.0 M) NORTHWEST OF THE NORTHWEST
 OP1215'CORNER OF INTERSTATE HIGHWAY 90 BRIDGE OVER BLUE EARTH RIVER, 115.5 FT
 OP1215'(35.2 M) NORTH OF WESTBOUND INTERSTATE HIGHWAY 90, 0.5 FT (15 CM)
 OP1215'NORTHEAST OF A FENCE, 0.6 FT (18 CM) SOUTHWEST OF A WITNESS POST.
 OP1215
 OP1215                          STATION RECOVERY (2018)
 OP1215
 OP1215'RECOVERY NOTE BY MN DEPT OF TRANSP 2018 (TJD)
 OP1215'2.0 MI (3.2 KM) NORTH-NORTHWEST OF BLUE EARTH, 1.25 MI (2.01 KM) WEST
 OP1215'ALONG INTERSTATE HIGHWAY 90 FROM THE JUNCTION OF INTERSTATE HIGHWAY 90
 OP1215'AND TRUNK HIGHWAY 169 IN BLUE EARTH, AT INTERSTATE HIGHWAY 90 MILE
 OP1215'POINT 118.65, 114.8 FT (35.0 M) NORTHWEST OF THE NORTHWEST CORNER OF
 OP1215'AN INTERSTATE HIGHWAY 90 BRIDGE OVER THE BLUE EARTH RIVER, 115.5 FT
 OP1215'(35.2 M) NORTH OF WESTBOUND INTERSTATE HIGHWAY 90, 0.5 FT (15 CM)
 OP1215'NORTHEAST OF A FENCE, 0.6 FT (18 CM) SOUTHWEST OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DM4181 ***********************************************************************
 DM4181  DESIGNATION -  2280 AH 1
 DM4181  PID         -  DM4181
 DM4181  STATE/COUNTY-  MN/FARIBAULT
 DM4181  COUNTRY     -  US
 DM4181  USGS QUAD   -  BLUE EARTH (2019)
 DM4181
 DM4181                         *CURRENT SURVEY CONTROL
 DM4181  ______________________________________________________________________
 DM4181* NAD 83(1986) POSITION- 43 39 46.34   (N) 094 07 19.52   (W)   HD_HELD1
 DM4181* NAVD 88 ORTHO HEIGHT -   330.176 (meters)     1083.25  (feet) ADJUSTED
 DM4181  ______________________________________________________________________
 DM4181  GEOID HEIGHT    -        -28.416 (meters)                     GEOID18
 DM4181  DYNAMIC HEIGHT  -        330.109 (meters)     1083.03  (feet) COMP
 DM4181  MODELED GRAVITY -    980,406.1   (mgal)                       NAVD 88
 DM4181
 DM4181  VERT ORDER      -  SECOND    CLASS I
 DM4181
 DM4181.The horizontal coordinates were determined by differentially corrected
 DM4181.hand held GPS observations or other comparable positioning techniques
 DM4181.and have an estimated accuracy of +/- 3 meters.
 DM4181
 DM4181.The orthometric height was determined by differential leveling and
 DM4181.adjusted by the NATIONAL GEODETIC SURVEY
 DM4181.in May 2019.
 DM4181
 DM4181.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM4181.GEOID18 height accuracy estimate available here.
 DM4181
 DM4181.Click photographs - Photos may exist for this station.
 DM4181
 DM4181.The dynamic height is computed by dividing the NAVD 88
 DM4181.geopotential number by the normal gravity value computed on the
 DM4181.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM4181.degrees latitude (g = 980.6199 gals.).
 DM4181
 DM4181.The modeled gravity was interpolated from observed gravity values.
 DM4181
 DM4181;                    North         East    Units  Estimated Accuracy
 DM4181;SPC MN S     -   173,661.8     790,152.2     MT  (+/- 3 meters HH1 GPS) 
 DM4181
 DM4181_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVJ0952935041(NAD 83)
 DM4181
 DM4181                          SUPERSEDED SURVEY CONTROL
 DM4181
 DM4181  NAVD 88 (01/13/11)  330.177  (m)         1083.26   (f) SUPERSEDED  2 1
 DM4181
 DM4181.Superseded values are not recommended for survey control.
 DM4181
 DM4181.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DM4181.See file dsdata.pdf to determine how the superseded data were derived.
 DM4181
 DM4181_MARKER: DD = SURVEY DISK
 DM4181_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 DM4181+WITH SETTING: PAVEMENT
 DM4181_SP_SET: FOOTING
 DM4181_STAMPING: 2280 AH 1 2006
 DM4181_MARK LOGO: MNDT
 DM4181_MAGNETIC: N = NO MAGNETIC MATERIAL
 DM4181_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DM4181+STABILITY: SURFACE MOTION
 DM4181_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DM4181+SATELLITE: SATELLITE OBSERVATIONS - July 17, 2018
 DM4181
 DM4181  HISTORY     - Date     Condition        Report By
 DM4181  HISTORY     - 2006     MONUMENTED       MNDT
 DM4181  HISTORY     - 20161019 GOOD             MNDT
 DM4181  HISTORY     - 20180717 GOOD             MNDT
 DM4181
 DM4181                          STATION DESCRIPTION
 DM4181
 DM4181'DESCRIBED BY MN DEPT OF TRANSP 2006
 DM4181'2.0 MI (3.2 KM) NORTH OF BLUE EARTH, 1.3 MI (2.1 KM) WEST ALONG TRUNK
 DM4181'HIGHWAY 90 FROM THE JUNCTION OF TRUNK HIGHWAY 90 AND TRUNK HIGHWAY
 DM4181'169, AT TRUNK HIGHWAY 90 MILE POINT 118.6.
 DM4181'
 DM4181'IT IS 198.0 FT (60.4 M) SOUTH OF TRUNK HIGHWAY 90, 54.2 FT (16.5 M)
 DM4181'SOUTH EAST OF ROAD WEATHER INFORMATION SYSTEM TOWER.
 DM4181
 DM4181                          STATION RECOVERY (2016)
 DM4181
 DM4181'RECOVERY NOTE BY MN DEPT OF TRANSP 2016 (MDR)
 DM4181'RECOVERED AS DESCRIBED.
 DM4181
 DM4181                          STATION RECOVERY (2018)
 DM4181
 DM4181'RECOVERY NOTE BY MN DEPT OF TRANSP 2018 (TJD)
 DM4181'2.0 MI (3.2 KM) NORTH OF BLUE EARTH, 1.3 MI (2.1 KM) WEST ALONG
 DM4181'INTERSTATE HIGHWAY 90 FROM THE JUNCTION OF INTERSTATE HIGHWAY 90 AND
 DM4181'TRUNK HIGHWAY 169 IN BLUE EARTH, AT INTERSTATE HIGHWAY 90 MILE POINT
 DM4181'118.6, 198.0 FT (60.4 M) SOUTH OF WESTBOUND INTERSTATE HIGHWAY 90,
 DM4181'54.2 FT (16.5 M) SOUTHEAST OF A ROAD WEATHER INFORMATION SYSTEM (RWIS)
 DM4181'TOWER.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 OP1217 ***********************************************************************
 OP1217  DESIGNATION -  2280 AK
 OP1217  PID         -  OP1217
 OP1217  STATE/COUNTY-  MN/FARIBAULT
 OP1217  COUNTRY     -  US
 OP1217  USGS QUAD   -  BLUE EARTH (2019)
 OP1217
 OP1217                         *CURRENT SURVEY CONTROL
 OP1217  ______________________________________________________________________
 OP1217* NAD 83(1986) POSITION- 43 39 44.08   (N) 094 07 04.51   (W)   HD_HELD1
 OP1217* NAVD 88 ORTHO HEIGHT -   324.440 (meters)     1064.43  (feet) ADJUSTED
 OP1217  ______________________________________________________________________
 OP1217  GEOID HEIGHT    -        -28.421 (meters)                     GEOID18
 OP1217  DYNAMIC HEIGHT  -        324.374 (meters)     1064.22  (feet) COMP
 OP1217  MODELED GRAVITY -    980,406.1   (mgal)                       NAVD 88
 OP1217
 OP1217  VERT ORDER      -  SECOND    CLASS I
 OP1217
 OP1217.The horizontal coordinates were determined by differentially corrected
 OP1217.hand held GPS observations or other comparable positioning techniques
 OP1217.and have an estimated accuracy of +/- 3 meters.
 OP1217
 OP1217.The orthometric height was determined by differential leveling and
 OP1217.adjusted by the NATIONAL GEODETIC SURVEY
 OP1217.in May 2019.
 OP1217
 OP1217.Significant digits in the geoid height do not necessarily reflect accuracy.
 OP1217.GEOID18 height accuracy estimate available here.
 OP1217
 OP1217.Click photographs - Photos may exist for this station.
 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     -   173,591.5     790,488.4     MT  (+/- 3 meters HH1 GPS) 
 OP1217
 OP1217_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVJ0986434967(NAD 83)
 OP1217
 OP1217                          SUPERSEDED SURVEY CONTROL
 OP1217
 OP1217  NAVD 88 (06/15/91)  324.437  (m)         1064.42   (f) SUPERSEDED  2 1
 OP1217
 OP1217.Superseded values are not recommended for survey control.
 OP1217
 OP1217.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OP1217.See file dsdata.pdf to determine how the superseded data were derived.
 OP1217
 OP1217_MARKER: DB = BENCH MARK DISK
 OP1217_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 OP1217_STAMPING: 2280 AK 1980
 OP1217_MARK LOGO: MNHD
 OP1217_PROJECTION: PROJECTING 13 CENTIMETERS
 OP1217_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 OP1217_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OP1217_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 OP1217+SATELLITE: SATELLITE OBSERVATIONS - July 17, 2018
 OP1217
 OP1217  HISTORY     - Date     Condition        Report By
 OP1217  HISTORY     - 1980     MONUMENTED       MNDT
 OP1217  HISTORY     - 20161019 GOOD             MNDT
 OP1217  HISTORY     - 20180717 GOOD             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.
 OP1217
 OP1217                          STATION RECOVERY (2016)
 OP1217
 OP1217'RECOVERY NOTE BY MN DEPT OF TRANSP 2016 (MDR)
 OP1217'RECOVERED AS DESCRIBED.
 OP1217
 OP1217                          STATION RECOVERY (2018)
 OP1217
 OP1217'RECOVERY NOTE BY MN DEPT OF TRANSP 2018 (TJD)
 OP1217'2.0 MI (3.2 KM) NORTH-NORTHWEST OF BLUE EARTH, 1.1 MI (1.8 KM) WEST
 OP1217'ALONG INTERSTATE HIGHWAY 90 FROM THE JUNCTION OF INTERSTATE HIGHWAY 90
 OP1217'AND TRUNK HIGHWAY 169 IN BLUE EARTH, AT INTERSTATE HIGHWAY 90 MILE
 OP1217'POINT 118.85, 126.0 FT (38.4 M) NORTH-NORTHEAST OF WESTBOUND
 OP1217'INTERSTATE HIGHWAY 90, 113.0 FT (34.4 M) EAST OF A FENCE, 0.5 FT (15
 OP1217'CM) SOUTH OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 OP1218 ***********************************************************************
 OP1218  DESIGNATION -  2280 AL
 OP1218  PID         -  OP1218
 OP1218  STATE/COUNTY-  MN/FARIBAULT
 OP1218  COUNTRY     -  US
 OP1218  USGS QUAD   -  BLUE EARTH (2019)
 OP1218
 OP1218                         *CURRENT SURVEY CONTROL
 OP1218  ______________________________________________________________________
 OP1218* NAD 83(1986) POSITION- 43 39 37.86   (N) 094 07 05.83   (W)   HD_HELD1
 OP1218* NAVD 88 ORTHO HEIGHT -   328.997 (meters)     1079.38  (feet) ADJUSTED
 OP1218  ______________________________________________________________________
 OP1218  GEOID HEIGHT    -        -28.419 (meters)                     GEOID18
 OP1218  DYNAMIC HEIGHT  -        328.930 (meters)     1079.16  (feet) COMP
 OP1218  MODELED GRAVITY -    980,406.3   (mgal)                       NAVD 88
 OP1218
 OP1218  VERT ORDER      -  SECOND    CLASS I
 OP1218
 OP1218.The horizontal coordinates were determined by differentially corrected
 OP1218.hand held GPS observations or other comparable positioning techniques
 OP1218.and have an estimated accuracy of +/- 3 meters.
 OP1218
 OP1218.The orthometric height was determined by differential leveling and
 OP1218.adjusted by the NATIONAL GEODETIC SURVEY
 OP1218.in June 1991.
 OP1218
 OP1218.Significant digits in the geoid height do not necessarily reflect accuracy.
 OP1218.GEOID18 height accuracy estimate available here.
 OP1218
 OP1218.Click photographs - Photos may exist for this station.
 OP1218
 OP1218.The dynamic height is computed by dividing the NAVD 88
 OP1218.geopotential number by the normal gravity value computed on the
 OP1218.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OP1218.degrees latitude (g = 980.6199 gals.).
 OP1218
 OP1218.The modeled gravity was interpolated from observed gravity values.
 OP1218
 OP1218;                    North         East    Units  Estimated Accuracy
 OP1218;SPC MN S     -   173,399.6     790,458.5     MT  (+/- 3 meters HH1 GPS) 
 OP1218
 OP1218_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVJ0983234775(NAD 83)
 OP1218
 OP1218                          SUPERSEDED SURVEY CONTROL
 OP1218
 OP1218.No superseded survey control is available for this station.
 OP1218
 OP1218_MARKER: DV = VERTICAL CONTROL DISK
 OP1218_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 OP1218_SP_SET: BRIDGE RAILING
 OP1218_STAMPING: 2280 AL 1980
 OP1218_MARK LOGO: MNHD
 OP1218_MAGNETIC: N = NO MAGNETIC MATERIAL
 OP1218_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OP1218_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 OP1218+SATELLITE: SATELLITE OBSERVATIONS - July 16, 2018
 OP1218
 OP1218  HISTORY     - Date     Condition        Report By
 OP1218  HISTORY     - 1980     MONUMENTED       MNDT
 OP1218  HISTORY     - 20060518 GOOD             MNDT
 OP1218  HISTORY     - 20160524 GOOD             MNDT
 OP1218  HISTORY     - 20180716 GOOD             MNDT
 OP1218
 OP1218                          STATION DESCRIPTION
 OP1218
 OP1218'DESCRIBED BY MN DEPT OF TRANSP 1980
 OP1218'1.8 MI NNW FROM BLUE EARTH.
 OP1218'THE MARK IS LOCATED ABOUT 1.1 MILES WEST ALONG INTERSTATE HIGHWAY 90
 OP1218'FROM ITS JUNCTION WITH TRUNK HIGHWAY 169 JUST NORTH OF BLUE EARTH AND
 OP1218'IS NEAR HIGHWAY 90 MILE POINT 118.8 IN SW 1/4 OF SECTION 6, T102N,
 OP1218'R27W.  THE MARK IS 24 FEET SOUTH OF AND 3 FEET HIGHER THAN THE
 OP1218'EASTBOUND CENTERLINE OF HIGHWAY 90 IN THE TOP OF THE EAST END OF THE
 OP1218'SOUTH CONCRETE GUARDRAIL ON BRIDGE NUMBER 22804 CARRYING EASTBOUND
 OP1218'HIGHWAY 90 OVER THE BLUE EARTH RIVER.  THE MARK, A STANDARD MNHD
 OP1218'VERTICAL CONTROL MARK DISK STAMPED---2280 AL 1980---, IS CEMENTED IN
 OP1218'A DRILL HOLE IN THE GUARDRAIL.
 OP1218
 OP1218                          STATION RECOVERY (2006)
 OP1218
 OP1218'RECOVERY NOTE BY MN DEPT OF TRANSP 2006 (DJS)
 OP1218'RECOVERED AS DESCRIBED.
 OP1218
 OP1218                          STATION RECOVERY (2016)
 OP1218
 OP1218'RECOVERY NOTE BY MN DEPT OF TRANSP 2016 (MAS)
 OP1218'1.75 MI (2.82 KM) NORTH-NORTHWEST OF BLUE EARTH, 1.1 MI (1.8 KM) WEST
 OP1218'ALONG INTERSTATE HIGHWAY 90 FROM THE JUNCTION OF INTERSTATE HIGHWAY 90
 OP1218'AND TRUNK HIGHWAY 169 IN BLUE EARTH, IN RAILING IN THE SOUTHEAST
 OP1218'CORNER OF EASTBOUND INTERSTATE HIGHWAY 90 BRIDGE OVER BLUE EARTH
 OP1218'RIVER, AT INTERSTATE HIGHWAY 90 MILE POINT 118.8, 24.0 FT (7.3 M)
 OP1218'SOUTH OF EASTBOUND INTERSTATE HIGHWAY 90.
 OP1218
 OP1218                          STATION RECOVERY (2018)
 OP1218
 OP1218'RECOVERY NOTE BY MN DEPT OF TRANSP 2018 (TJD)
 OP1218'1.75 MI (2.82 KM) NORTH-NORTHWEST OF BLUE EARTH, IN THE RAILING IN THE
 OP1218'SOUTHEAST CORNER OF AN EASTBOUND INTERSTATE HIGHWAY 90 BRIDGE OVER THE
 OP1218'BLUE EARTH RIVER, 1.1 MI (1.8 KM) WEST ALONG INTERSTATE HIGHWAY 90
 OP1218'FROM THE JUNCTION OF INTERSTATE HIGHWAY 90 AND TRUNK HIGHWAY 169 IN
 OP1218'BLUE EARTH, AT INTERSTATE HIGHWAY 90 MILE POINT 118.8, 24.0 FT (7.3 M)
 OP1218'SOUTH OF EASTBOUND INTERSTATE HIGHWAY 90.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 OP1219 ***********************************************************************
 OP1219  DESIGNATION -  2280 AM
 OP1219  PID         -  OP1219
 OP1219  STATE/COUNTY-  MN/FARIBAULT
 OP1219  COUNTRY     -  US
 OP1219  USGS QUAD   -  BLUE EARTH (2019)
 OP1219
 OP1219                         *CURRENT SURVEY CONTROL
 OP1219  ______________________________________________________________________
 OP1219* NAD 83(1986) POSITION- 43 39 33.58   (N) 094 06 51.16   (W)   HD_HELD1
 OP1219* NAVD 88 ORTHO HEIGHT -   330.597 (meters)     1084.63  (feet) ADJUSTED
 OP1219  ______________________________________________________________________
 OP1219  GEOID HEIGHT    -        -28.424 (meters)                     GEOID18
 OP1219  DYNAMIC HEIGHT  -        330.529 (meters)     1084.41  (feet) COMP
 OP1219  MODELED GRAVITY -    980,406.4   (mgal)                       NAVD 88
 OP1219
 OP1219  VERT ORDER      -  SECOND    CLASS I
 OP1219
 OP1219.The horizontal coordinates were determined by differentially corrected
 OP1219.hand held GPS observations or other comparable positioning techniques
 OP1219.and have an estimated accuracy of +/- 3 meters.
 OP1219
 OP1219.The orthometric height was determined by differential leveling and
 OP1219.adjusted by the NATIONAL GEODETIC SURVEY
 OP1219.in May 2019.
 OP1219
 OP1219.Significant digits in the geoid height do not necessarily reflect accuracy.
 OP1219.GEOID18 height accuracy estimate available here.
 OP1219
 OP1219.Click photographs - Photos may exist for this station.
 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     -   173,267.1     790,787.0     MT  (+/- 3 meters HH1 GPS) 
 OP1219
 OP1219_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVJ1015934639(NAD 83)
 OP1219
 OP1219                          SUPERSEDED SURVEY CONTROL
 OP1219
 OP1219  NAVD 88 (06/15/91)  330.575  (m)         1084.56   (f) SUPERSEDED  2 1
 OP1219
 OP1219.Superseded values are not recommended for survey control.
 OP1219
 OP1219.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OP1219.See file dsdata.pdf to determine how the superseded data were derived.
 OP1219
 OP1219_MARKER: DB = BENCH MARK DISK
 OP1219_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 OP1219_STAMPING: 2280 AM 1980
 OP1219_MARK LOGO: MNHD
 OP1219_PROJECTION: PROJECTING 5 CENTIMETERS
 OP1219_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 OP1219_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OP1219_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 OP1219+SATELLITE: SATELLITE OBSERVATIONS - July 16, 2018
 OP1219
 OP1219  HISTORY     - Date     Condition        Report By
 OP1219  HISTORY     - 1980     MONUMENTED       MNDT
 OP1219  HISTORY     - 20161019 GOOD             MNDT
 OP1219  HISTORY     - 20180716 GOOD             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.
 OP1219
 OP1219                          STATION RECOVERY (2016)
 OP1219
 OP1219'RECOVERY NOTE BY MN DEPT OF TRANSP 2016 (MDR)
 OP1219'RECOVERED AS DESCRIBED.
 OP1219
 OP1219                          STATION RECOVERY (2018)
 OP1219
 OP1219'RECOVERY NOTE BY MN DEPT OF TRANSP 2018 (TJD)
 OP1219'1.5 MI (2.4 KM) NORTH-NORTHWEST OF BLUE EARTH, 1.0 MI (1.6 KM) WEST
 OP1219'ALONG INTERSTATE HIGHWAY 90 FROM THE JUNCTION OF INTERSTATE HIGHWAY 90
 OP1219'AND TRUNK HIGHWAY 169, AT INTERSTATE HIGHWAY 90 MILE POINT 118.9, AT
 OP1219'THE WEST END OF THE EASTBOUND INTERSTATE HIGHWAY 90 REST AREA, 109.0
 OP1219'FT (33.2 M) SOUTH-SOUTHEAST OF A RIGHT-OF-WAY POST, 75.5 FT (23.0 M)
 OP1219'SOUTH OF A LIGHT POLE, 57.8 FT (17.6 M) WEST-SOUTHWEST OF THE WEST
 OP1219'CURB ON A ROAD TO THE AUTO PARKING AREA, 47.0 FT (14.3 M) SOUTH OF A
 OP1219'PAVED TRAIL WEST, 0.6 FT (18 CM) NORTHEAST OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 OP1220 ***********************************************************************
 OP1220  DESIGNATION -  2280 AN
 OP1220  PID         -  OP1220
 OP1220  STATE/COUNTY-  MN/FARIBAULT
 OP1220  COUNTRY     -  US
 OP1220  USGS QUAD   -  BLUE EARTH (2019)
 OP1220
 OP1220                         *CURRENT SURVEY CONTROL
 OP1220  ______________________________________________________________________
 OP1220* NAD 83(1986) POSITION- 43 39 33.29   (N) 094 06 29.03   (W)   HD_HELD1
 OP1220* NAVD 88 ORTHO HEIGHT -   327.451 (meters)     1074.31  (feet) ADJUSTED
 OP1220  ______________________________________________________________________
 OP1220  GEOID HEIGHT    -        -28.431 (meters)                     GEOID18
 OP1220  DYNAMIC HEIGHT  -        327.384 (meters)     1074.09  (feet) COMP
 OP1220  MODELED GRAVITY -    980,406.4   (mgal)                       NAVD 88
 OP1220
 OP1220  VERT ORDER      -  SECOND    CLASS I
 OP1220
 OP1220.The horizontal coordinates were determined by differentially corrected
 OP1220.hand held GPS observations or other comparable positioning techniques
 OP1220.and have an estimated accuracy of +/- 3 meters.
 OP1220
 OP1220.The orthometric height was determined by differential leveling and
 OP1220.adjusted by the NATIONAL GEODETIC SURVEY
 OP1220.in May 2019.
 OP1220
 OP1220.Significant digits in the geoid height do not necessarily reflect accuracy.
 OP1220.GEOID18 height accuracy estimate available here.
 OP1220
 OP1220.Click photographs - Photos may exist for this station.
 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     -   173,257.4     791,282.9     MT  (+/- 3 meters HH1 GPS) 
 OP1220
 OP1220_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVJ1065434623(NAD 83)
 OP1220
 OP1220                          SUPERSEDED SURVEY CONTROL
 OP1220
 OP1220  NAVD 88 (06/15/91)  327.449  (m)         1074.31   (f) SUPERSEDED  2 1
 OP1220
 OP1220.Superseded values are not recommended for survey control.
 OP1220
 OP1220.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OP1220.See file dsdata.pdf to determine how the superseded data were derived.
 OP1220
 OP1220_MARKER: DB = BENCH MARK DISK
 OP1220_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 OP1220_STAMPING: 2280 AN 1980
 OP1220_MARK LOGO: MNHD
 OP1220_PROJECTION: FLUSH
 OP1220_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 OP1220_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OP1220_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 OP1220+SATELLITE: SATELLITE OBSERVATIONS - July 16, 2018
 OP1220
 OP1220  HISTORY     - Date     Condition        Report By
 OP1220  HISTORY     - 19800520 MONUMENTED       MNHD
 OP1220  HISTORY     - 20161019 GOOD             MNDT
 OP1220  HISTORY     - 20180716 GOOD             MNDT
 OP1220
 OP1220                          STATION DESCRIPTION
 OP1220
 OP1220'DESCRIBED BY MN HIGHWAY DEPT 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.
 OP1220
 OP1220                          STATION RECOVERY (2016)
 OP1220
 OP1220'RECOVERY NOTE BY MN DEPT OF TRANSP 2016 (MDR)
 OP1220'THE MARK IS LOCATED ABOUT 1.5 MI (2.4 KM) NORTH OF BLUE EARTH.
 OP1220'
 OP1220'TO REACH THE MARK GO 0.5 MI (0.8 KM) WEST ALONG INTERSTATE HIGHWAY 90
 OP1220'FROM THE JUNCTION OF INTERSTATE HIGHWAY 90 AND TRUNK HIGHWAY 169 IN
 OP1220'BLUE EARTH, AT INTERSTATE HIGHWAY 90 MILE POINT 119.4.
 OP1220'
 OP1220'THE MARK IS LOCATED 180.0 FT (54.9 M) SOUTH OF EASTBOUND INTERSTATE
 OP1220'HIGHWAY 90, 144.5 FT (44.0 M) SOUTH-SOUTHWEST OF LIGHT POLE C39A AR
 OP1220'15, 0.4 FT (12 CM) NORTHWEST OF A WITNESS POST.
 OP1220
 OP1220                          STATION RECOVERY (2018)
 OP1220
 OP1220'RECOVERY NOTE BY MN DEPT OF TRANSP 2018 (TJD)
 OP1220'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 OP1221 ***********************************************************************
 OP1221  DESIGNATION -  2280 AP
 OP1221  PID         -  OP1221
 OP1221  STATE/COUNTY-  MN/FARIBAULT
 OP1221  COUNTRY     -  US
 OP1221  USGS QUAD   -  BLUE EARTH (2019)
 OP1221
 OP1221                         *CURRENT SURVEY CONTROL
 OP1221  ______________________________________________________________________
 OP1221* NAD 83(1986) POSITION- 43 39 33.96   (N) 094 06 19.17   (W)   HD_HELD1
 OP1221* NAVD 88 ORTHO HEIGHT -   332.395 (meters)     1090.53  (feet) ADJUSTED
 OP1221  ______________________________________________________________________
 OP1221  GEOID HEIGHT    -        -28.435 (meters)                     GEOID18
 OP1221  DYNAMIC HEIGHT  -        332.327 (meters)     1090.31  (feet) COMP
 OP1221  MODELED GRAVITY -    980,406.4   (mgal)                       NAVD 88
 OP1221
 OP1221  VERT ORDER      -  SECOND    CLASS I
 OP1221
 OP1221.The horizontal coordinates were determined by differentially corrected
 OP1221.hand held GPS observations or other comparable positioning techniques
 OP1221.and have an estimated accuracy of +/- 3 meters.
 OP1221
 OP1221.The orthometric height was determined by differential leveling and
 OP1221.adjusted by the NATIONAL GEODETIC SURVEY
 OP1221.in June 1991.
 OP1221
 OP1221.Significant digits in the geoid height do not necessarily reflect accuracy.
 OP1221.GEOID18 height accuracy estimate available here.
 OP1221
 OP1221.Click photographs - Photos may exist for this station.
 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     -   173,277.8     791,503.9     MT  (+/- 3 meters HH1 GPS) 
 OP1221
 OP1221_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVJ1087534641(NAD 83)
 OP1221
 OP1221                          SUPERSEDED SURVEY CONTROL
 OP1221
 OP1221.No superseded survey control is available for this station.
 OP1221
 OP1221_MARKER: DB = BENCH MARK DISK
 OP1221_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 OP1221_SP_SET: BRIDGE RAILING
 OP1221_STAMPING: 2280 AP 1980
 OP1221_MARK LOGO: MNHD
 OP1221_MAGNETIC: N = NO MAGNETIC MATERIAL
 OP1221_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OP1221_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 OP1221+SATELLITE: SATELLITE OBSERVATIONS - July 16, 2018
 OP1221
 OP1221  HISTORY     - Date     Condition        Report By
 OP1221  HISTORY     - 1980     MONUMENTED       MNDT
 OP1221  HISTORY     - 20160524 GOOD             MNDT
 OP1221  HISTORY     - 20180716 GOOD             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.
 OP1221
 OP1221                          STATION RECOVERY (2016)
 OP1221
 OP1221'RECOVERY NOTE BY MN DEPT OF TRANSP 2016 (MAS)
 OP1221'1.5 MI (2.4 KM) NORTH OF BLUE EARTH5, IN RAILING IN SOUTHEAST CORNER
 OP1221'OF 380TH STREET BRIDGE NUMBER 22805 OVER INTERSTATE HIGHWAY 90, 0.5 MI
 OP1221'(0.8 KM) NORTH ALONG 380TH AVENUE FROM THE JUNCTION OF 380TH AVENUE
 OP1221'AND COUNTY ROAD 44 IN BLUE EARTH, AT INTERSTATE HIGHWAY 90 MILE POINT
 OP1221'119.55, 19.5 FT (5.9 M) EAST-NORTHEAST OF 380TH STREET.
 OP1221
 OP1221                          STATION RECOVERY (2018)
 OP1221
 OP1221'RECOVERY NOTE BY MN DEPT OF TRANSP 2018 (TJD)
 OP1221'1.5 MI (2.4 KM) NORTH OF BLUE EARTH, IN A RAILING IN THE SOUTHEAST
 OP1221'CORNER OF 380TH STREET BRIDGE NUMBER 22805 OVER INTERSTATE HIGHWAY 90,
 OP1221'0.5 MI (0.8 KM) NORTH ALONG 380TH AVENUE FROM THE JUNCTION OF 380TH
 OP1221'AVENUE AND COUNTY ROAD 44 IN BLUE EARTH, AT INTERSTATE HIGHWAY 90 MILE
 OP1221'POINT 119.55, 19.5 FT (5.9 M) EAST-NORTHEAST OF 380TH STREET.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 OP1224 ***********************************************************************
 OP1224  DESIGNATION -  2280 AR
 OP1224  PID         -  OP1224
 OP1224  STATE/COUNTY-  MN/FARIBAULT
 OP1224  COUNTRY     -  US
 OP1224  USGS QUAD   -  BLUE EARTH (2019)
 OP1224
 OP1224                         *CURRENT SURVEY CONTROL
 OP1224  ______________________________________________________________________
 OP1224* NAD 83(1986) POSITION- 43 39 31.21   (N) 094 05 47.52   (W)   HD_HELD1
 OP1224* NAVD 88 ORTHO HEIGHT -   326.352 (meters)     1070.71  (feet) ADJUSTED
 OP1224  ______________________________________________________________________
 OP1224  GEOID HEIGHT    -        -28.446 (meters)                     GEOID18
 OP1224  DYNAMIC HEIGHT  -        326.285 (meters)     1070.49  (feet) COMP
 OP1224  MODELED GRAVITY -    980,406.3   (mgal)                       NAVD 88
 OP1224
 OP1224  VERT ORDER      -  SECOND    CLASS I
 OP1224
 OP1224.The horizontal coordinates were determined by differentially corrected
 OP1224.hand held GPS observations or other comparable positioning techniques
 OP1224.and have an estimated accuracy of +/- 3 meters.
 OP1224
 OP1224.The orthometric height was determined by differential leveling and
 OP1224.adjusted by the NATIONAL GEODETIC SURVEY
 OP1224.in May 2019.
 OP1224
 OP1224.Significant digits in the geoid height do not necessarily reflect accuracy.
 OP1224.GEOID18 height accuracy estimate available here.
 OP1224
 OP1224.Click photographs - Photos may exist for this station.
 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     -   173,192.1     792,213.0     MT  (+/- 3 meters HH1 GPS) 
 OP1224
 OP1224_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVJ1158334547(NAD 83)
 OP1224
 OP1224                          SUPERSEDED SURVEY CONTROL
 OP1224
 OP1224  NAVD 88 (06/15/91)  326.336  (m)         1070.65   (f) SUPERSEDED  2 1
 OP1224
 OP1224.Superseded values are not recommended for survey control.
 OP1224
 OP1224.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OP1224.See file dsdata.pdf to determine how the superseded data were derived.
 OP1224
 OP1224_MARKER: DB = BENCH MARK DISK
 OP1224_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 OP1224_STAMPING: 2280 AR 1980
 OP1224_MARK LOGO: MNHD
 OP1224_PROJECTION: RECESSED 5 CENTIMETERS
 OP1224_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 OP1224_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OP1224_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 OP1224+SATELLITE: SATELLITE OBSERVATIONS - July 09, 2018
 OP1224
 OP1224  HISTORY     - Date     Condition        Report By
 OP1224  HISTORY     - 1980     MONUMENTED       MNDT
 OP1224  HISTORY     - 20160523 GOOD             MNDT
 OP1224  HISTORY     - 20161019 GOOD             MNDT
 OP1224  HISTORY     - 20180709 GOOD             MNDT
 OP1224  HISTORY     - 20180709 GOOD             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.
 OP1224
 OP1224                          STATION RECOVERY (2016)
 OP1224
 OP1224'RECOVERY NOTE BY MN DEPT OF TRANSP 2016 (MAS)
 OP1224'RECOVERED AS DESCRIBED.
 OP1224
 OP1224                          STATION RECOVERY (2016)
 OP1224
 OP1224'RECOVERY NOTE BY MN DEPT OF TRANSP 2016 (MDR)
 OP1224'RECOVERED AS DESCRIBED.
 OP1224
 OP1224                          STATION RECOVERY (2018)
 OP1224
 OP1224'RECOVERY NOTE BY MN DEPT OF TRANSP 2018 (TJD)
 OP1224'RECOVERED AS DESCRIBED.
 OP1224
 OP1224                          STATION RECOVERY (2018)
 OP1224
 OP1224'RECOVERY NOTE BY MN DEPT OF TRANSP 2018 (TJD)
 OP1224'IN BLUE EARTH, AT THE JUNCTION OF INTERSTATE HIGHWAY 90 AND TRUNK
 OP1224'HIGHWAY 169 IN BLUE EARTH, 98.0 FT (29.9 M) EAST OF NORTHBOUND TRUNK
 OP1224'HIGHWAY 169, 169.0 FT (51.5 M) SOUTH OF EASTBOUND INTERSTATE HIGHWAY
 OP1224'90 ENTRANCE RAMP, 131.6 FT (40.1 M) SOUTH-SOUTHEAST OF THE SOUTH END
 OP1224'OF A CONCRETE CULVERT, 42.4 FT (12.9 M) NORTH OF A POWER POLE, 12.0 FT
 OP1224'(3.7 M) SOUTH OF THE SOUTHWEST CORNER OF THE CONCRETE BASE OF AN
 OP1224'ELECTRIC CONTROL BOX, 1.0 FT (0.3 M) WEST OF A RIGHT-OF-WAY FENCE
 OP1224'CORNER, 0.7 FT (21 CM) NORTHWEST OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 OP1223 ***********************************************************************
 OP1223  DESIGNATION -  2280 AS
 OP1223  PID         -  OP1223
 OP1223  STATE/COUNTY-  MN/FARIBAULT
 OP1223  COUNTRY     -  US
 OP1223  USGS QUAD   -  BLUE EARTH (2019)
 OP1223
 OP1223                         *CURRENT SURVEY CONTROL
 OP1223  ______________________________________________________________________
 OP1223* NAD 83(1986) POSITION- 43 39 35.31   (N) 094 05 48.25   (W)   HD_HELD1
 OP1223* NAVD 88 ORTHO HEIGHT -   334.605 (meters)     1097.78  (feet) ADJUSTED
 OP1223  ______________________________________________________________________
 OP1223  GEOID HEIGHT    -        -28.446 (meters)                     GEOID18
 OP1223  DYNAMIC HEIGHT  -        334.537 (meters)     1097.56  (feet) COMP
 OP1223  MODELED GRAVITY -    980,406.2   (mgal)                       NAVD 88
 OP1223
 OP1223  VERT ORDER      -  SECOND    CLASS I
 OP1223
 OP1223.The horizontal coordinates were determined by differentially corrected
 OP1223.hand held GPS observations or other comparable positioning techniques
 OP1223.and have an estimated accuracy of +/- 3 meters.
 OP1223
 OP1223.The orthometric height was determined by differential leveling and
 OP1223.adjusted by the NATIONAL GEODETIC SURVEY
 OP1223.in May 2019.
 OP1223
 OP1223.Significant digits in the geoid height do not necessarily reflect accuracy.
 OP1223.GEOID18 height accuracy estimate available here.
 OP1223
 OP1223.Click photographs - Photos may exist for this station.
 OP1223
 OP1223.The dynamic height is computed by dividing the NAVD 88
 OP1223.geopotential number by the normal gravity value computed on the
 OP1223.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OP1223.degrees latitude (g = 980.6199 gals.).
 OP1223
 OP1223.The modeled gravity was interpolated from observed gravity values.
 OP1223
 OP1223;                    North         East    Units  Estimated Accuracy
 OP1223;SPC MN S     -   173,318.6     792,196.7     MT  (+/- 3 meters HH1 GPS) 
 OP1223
 OP1223_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVJ1156934673(NAD 83)
 OP1223
 OP1223                          SUPERSEDED SURVEY CONTROL
 OP1223
 OP1223  NAVD 88 (06/04/08)  334.610  (m)         1097.80   (f) SUPERSEDED  2 1
 OP1223  NAVD 88 (06/15/91)  334.638  (m)         1097.89   (f) SUPERSEDED  2 1
 OP1223
 OP1223.Superseded values are not recommended for survey control.
 OP1223
 OP1223.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OP1223.See file dsdata.pdf to determine how the superseded data were derived.
 OP1223
 OP1223_MARKER: DV = VERTICAL CONTROL DISK
 OP1223_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 OP1223_SP_SET: BRIDGE RAILING
 OP1223_STAMPING: 2280 AS 1980
 OP1223_MARK LOGO: MNHD
 OP1223_MAGNETIC: N = NO MAGNETIC MATERIAL
 OP1223_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OP1223_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 OP1223+SATELLITE: SATELLITE OBSERVATIONS - July 16, 2018
 OP1223
 OP1223  HISTORY     - Date     Condition        Report By
 OP1223  HISTORY     - 19800520 MONUMENTED       MNHD
 OP1223  HISTORY     - 20051011 GOOD             MNDT
 OP1223  HISTORY     - 20160523 GOOD             MNDT
 OP1223  HISTORY     - 20180716 GOOD             MNDT
 OP1223
 OP1223                          STATION DESCRIPTION
 OP1223
 OP1223'DESCRIBED BY MN HIGHWAY DEPT 1980
 OP1223'1.4 MI NORTH FROM BLUE EARTH.
 OP1223'THE MARK IS LOCATED IN BRIDGE NUMBER 22826 CARRYING INTERSTATE
 OP1223'HIGHWAY 90 OVER TRUNK HIGHWAY 169 JUST NORTH OF BLUE EARTH AND IS
 OP1223'NEAR HIGHWAY 90 MILE POINT 120 IN THE SE 1/4 OF SECTION 5, T102N,
 OP1223'R27W.  THE MARK IS 24.5 FEET SOUTH OF AND 3 FEET HIGHER THAN THE
 OP1223'EASTBOUND CENTERLINE OF HIGHWAY 90 IN THE TOP OF THE EAST END OF THE
 OP1223'SOUTH CONCRETE GUARDRAIL IN THE SOUTHEAST CORNER OF THE BRIDGE.  THE
 OP1223'MARK, A STANDARD MNHD VERTICAL CONTROL MARK DISK STAMPED---2280 AS
 OP1223'1980---, IS CEMENTED IN A DRILL HOLE IN THE GUARDRAIL.
 OP1223
 OP1223                          STATION RECOVERY (2005)
 OP1223
 OP1223'RECOVERY NOTE BY MN DEPT OF TRANSP 2005 (MPP)
 OP1223'RECOVERED AS DESCRIBED.
 OP1223
 OP1223                          STATION RECOVERY (2016)
 OP1223
 OP1223'RECOVERY NOTE BY MN DEPT OF TRANSP 2016 (MAS)
 OP1223'THE MARK IS LOCATED ABOUT IN BLUE EARTH, AT THE JUNCTION OF TRUNK
 OP1223'HIGHWAY 169 AND INTERSTATE HIGHWAY 90 IN BLUE EARTH, IN SOUTHEAST
 OP1223'CORNER OF EASTBOUND INTERSTATE HIGHWAY 90 BRIDGE NUMBER 22826 OVER
 OP1223'TRUNK HIGHWAY 169, AT INTERSTATE HIGHWAY 90 MILEPOST 120.0, 24.5 FT
 OP1223'(7.5 M) SOUTH OF EASTBOUND INTERSTATE HIGHWAY 90.
 OP1223
 OP1223                          STATION RECOVERY (2018)
 OP1223
 OP1223'RECOVERY NOTE BY MN DEPT OF TRANSP 2018 (TJD)
 OP1223'IN BLUE EARTH, IN THE SOUTHEAST CORNER OF AN EASTBOUND INTERSTATE
 OP1223'HIGHWAY 90 BRIDGE NUMBER 22826 OVER TRUNK HIGHWAY 169, AT THE JUNCTION
 OP1223'OF TRUNK HIGHWAY 169 AND INTERSTATE HIGHWAY 90 IN BLUE EARTH, AT
 OP1223'INTERSTATE HIGHWAY 90 MILE POINT 120.0, 24.5 FT (7.5 M) SOUTH OF
 OP1223'EASTBOUND INTERSTATE HIGHWAY 90.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 OP1251 ***********************************************************************
 OP1251  DESIGNATION -  2280 AU
 OP1251  PID         -  OP1251
 OP1251  STATE/COUNTY-  MN/FARIBAULT
 OP1251  COUNTRY     -  US
 OP1251  USGS QUAD   -  BLUE EARTH (2019)
 OP1251
 OP1251                         *CURRENT SURVEY CONTROL
 OP1251  ______________________________________________________________________
 OP1251* NAD 83(2011) POSITION- 43 39 28.10858(N) 094 04 51.34486(W)   ADJUSTED
 OP1251* NAD 83(2011) ELLIP HT-   301.639 (meters)        (06/27/12)   ADJUSTED
 OP1251* NAD 83(2011) EPOCH   -  2010.00
 OP1251* NAVD 88 ORTHO HEIGHT -   330.109 (meters)     1083.03  (feet) ADJUSTED
 OP1251  ______________________________________________________________________
 OP1251  GEOID HEIGHT    -        -28.466 (meters)                     GEOID18
 OP1251  NAD 83(2011) X  -   -328,928.389 (meters)                     COMP
 OP1251  NAD 83(2011) Y  - -4,610,305.050 (meters)                     COMP
 OP1251  NAD 83(2011) Z  -  4,380,871.424 (meters)                     COMP
 OP1251  LAPLACE CORR    -         -3.43  (seconds)                    DEFLEC18
 OP1251  DYNAMIC HEIGHT  -        330.042 (meters)     1082.81  (feet) COMP
 OP1251  MODELED GRAVITY -    980,405.7   (mgal)                       NAVD 88
 OP1251
 OP1251  VERT ORDER      -  SECOND    CLASS I
 OP1251
 OP1251  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 OP1251  Standards:
 OP1251         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 OP1251            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 OP1251  -------------------------------------------------------------------
 OP1251  NETWORK    0.44   0.53           0.20   0.15   0.27     -0.03835990
 OP1251  -------------------------------------------------------------------
 OP1251  Click here for local accuracies and other accuracy information.
 OP1251
 OP1251.The horizontal coordinates were established by GPS observations
 OP1251.and adjusted by the National Geodetic Survey in June 2012.
 OP1251
 OP1251.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 OP1251.been affixed to the stable North American tectonic plate. See 
 OP1251.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 OP1251
 OP1251.The horizontal coordinates are valid at the epoch date displayed above
 OP1251.which is a decimal equivalence of Year/Month/Day.
 OP1251
 OP1251.The orthometric height was determined by differential leveling and
 OP1251.adjusted by the NATIONAL GEODETIC SURVEY
 OP1251.in May 2019.
 OP1251
 OP1251.Significant digits in the geoid height do not necessarily reflect accuracy.
 OP1251.GEOID18 height accuracy estimate available here.
 OP1251
 OP1251.Click photographs - Photos may exist for this station.
 OP1251
 OP1251.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 OP1251
 OP1251.The Laplace correction was computed from DEFLEC18 derived deflections.
 OP1251
 OP1251.The ellipsoidal height was determined by GPS observations
 OP1251.and is referenced to NAD 83.
 OP1251
 OP1251.The dynamic height is computed by dividing the NAVD 88
 OP1251.geopotential number by the normal gravity value computed on the
 OP1251.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OP1251.degrees latitude (g = 980.6199 gals.).
 OP1251
 OP1251.The modeled gravity was interpolated from observed gravity values.
 OP1251
 OP1251. The following values were computed from the NAD 83(2011) position.
 OP1251
 OP1251;                    North         East     Units Scale Factor Converg.
 OP1251;SPC MN S     -   173,094.980   793,471.601   MT  1.00002956   -0 03 24.2
 OP1251;SPC MN S     -   567,895.78  2,603,248.08   sFT  1.00002956   -0 03 24.2
 OP1251;UTM  15      - 4,834,435.080   412,840.690   MT  0.99969344   -0 44 46.6
 OP1251
 OP1251!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OP1251!SPC MN S     -   0.99995270  x   1.00002956  =   0.99998226
 OP1251!UTM  15      -   0.99995270  x   0.99969344  =   0.99964616
 OP1251
 OP1251_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVJ1284034435(NAD 83)
 OP1251
 OP1251                          SUPERSEDED SURVEY CONTROL
 OP1251
 OP1251  NAD 83(2007)-  43 39 28.10866(N)    094 04 51.34562(W) AD(2002.00) 0
 OP1251  ELLIP H (02/10/07)  301.662  (m)                       GP(2002.00)    
 OP1251  NAD 83(1996)-  43 39 28.10797(N)    094 04 51.34507(W) AD(       ) 1
 OP1251  ELLIP H (02/05/03)  301.717  (m)                       GP(       ) 3 2
 OP1251  NAVD 88             330.11   (m)         1083.0    (f) LEVELING    3  
 OP1251  NAVD 88 (06/15/91)  330.111  (m)         1083.04   (f) SUPERSEDED  2 1
 OP1251
 OP1251.Superseded values are not recommended for survey control.
 OP1251
 OP1251.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OP1251.See file dsdata.pdf to determine how the superseded data were derived.
 OP1251
 OP1251_MARKER: DV = VERTICAL CONTROL DISK
 OP1251_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 OP1251_STAMPING: 2280 AU 1980
 OP1251_MARK LOGO: MNHD
 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 - August 31, 2023
 OP1251_ROD/PIPE-DEPTH: 7.3 meters
 OP1251
 OP1251  HISTORY     - Date     Condition        Report By
 OP1251  HISTORY     - 1980     MONUMENTED       MNHD
 OP1251  HISTORY     - 19961119 GOOD             MNDT
 OP1251  HISTORY     - 20161019 GOOD             MNDT
 OP1251  HISTORY     - 20180716 GOOD             MNDT
 OP1251  HISTORY     - 20201125 GOOD             MNDT
 OP1251  HISTORY     - 20220124 GOOD             MNDT
 OP1251  HISTORY     - 20230831 GOOD             MNDT
 OP1251
 OP1251                          STATION DESCRIPTION
 OP1251
 OP1251'DESCRIBED BY MN HIGHWAY DEPT 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.
 OP1251
 OP1251                          STATION RECOVERY (2016)
 OP1251
 OP1251'RECOVERY NOTE BY MN DEPT OF TRANSP 2016 (MDR)
 OP1251'RECOVERED AS DESCRIBED.
 OP1251
 OP1251                          STATION RECOVERY (2018)
 OP1251
 OP1251'RECOVERY NOTE BY MN DEPT OF TRANSP 2018 (TJD)
 OP1251'1.5 MI (2.4 KM) NORTH-NORTHEAST OF BLUE EARTH, 0.8 MI (1.3 KM) EAST
 OP1251'ALONG INTERSTATE HIGHWAY 90 FROM THE JUNCTION OF INTERSTATE HIGHWAY 90
 OP1251'AND TRUNK HIGHWAY 169 IN BLUE EARTH, AT INTERSTATE HIGHWAY 90 MILE
 OP1251'POINT 120.8, 98.0 FT (29.9 M) SOUTH OF EASTBOUND INTERSTATE HIGHWAY
 OP1251'90, 350.0 FT (106.7 M) WEST OF EASTBOUND INTERSTATE HIGHWAY 90 SIGN
 OP1251'LISTING 254, 17, 8, 18 AND ALBERT LEA 34, 0.6 FT (18 CM) NORTH OF A
 OP1251'WITNESS POST.
 OP1251
 OP1251                          STATION RECOVERY (2020)
 OP1251
 OP1251'RECOVERY NOTE BY MN DEPT OF TRANSP 2020 (KMS)
 OP1251'RECOVERED IN GOOD CONDITION.
 OP1251
 OP1251                          STATION RECOVERY (2022)
 OP1251
 OP1251'RECOVERY NOTE BY MN DEPT OF TRANSP 2022 (BXG)
 OP1251'RECOVERED AS DESCRIBED.
 OP1251
 OP1251                          STATION RECOVERY (2023)
 OP1251
 OP1251'RECOVERY NOTE BY MN DEPT OF TRANSP 2023 (AXH)
 OP1251'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 OP1252 ***********************************************************************
 OP1252  DESIGNATION -  2280 AV
 OP1252  PID         -  OP1252
 OP1252  STATE/COUNTY-  MN/FARIBAULT
 OP1252  COUNTRY     -  US
 OP1252  USGS QUAD   -  BLUE EARTH (2019)
 OP1252
 OP1252                         *CURRENT SURVEY CONTROL
 OP1252  ______________________________________________________________________
 OP1252* NAD 83(1986) POSITION- 43 39 10.60   (N) 094 04 04.48   (W)   HD_HELD1
 OP1252* NAVD 88 ORTHO HEIGHT -   338.291 (meters)     1109.88  (feet) ADJUSTED
 OP1252  ______________________________________________________________________
 OP1252  GEOID HEIGHT    -        -28.482 (meters)                     GEOID18
 OP1252  DYNAMIC HEIGHT  -        338.222 (meters)     1109.65  (feet) COMP
 OP1252  MODELED GRAVITY -    980,405.1   (mgal)                       NAVD 88
 OP1252
 OP1252  VERT ORDER      -  SECOND    CLASS I
 OP1252
 OP1252.The horizontal coordinates were determined by differentially corrected
 OP1252.hand held GPS observations or other comparable positioning techniques
 OP1252.and have an estimated accuracy of +/- 3 meters.
 OP1252
 OP1252.The orthometric height was determined by differential leveling and
 OP1252.adjusted by the NATIONAL GEODETIC SURVEY
 OP1252.in May 2019.
 OP1252
 OP1252.Significant digits in the geoid height do not necessarily reflect accuracy.
 OP1252.GEOID18 height accuracy estimate available here.
 OP1252
 OP1252.Click photographs - Photos may exist for this station.
 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     -   172,553.6     794,521.3     MT  (+/- 3 meters HH1 GPS) 
 OP1252
 OP1252_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVJ1388333881(NAD 83)
 OP1252
 OP1252                          SUPERSEDED SURVEY CONTROL
 OP1252
 OP1252  NAVD 88 (06/15/91)  338.282  (m)         1109.85   (f) SUPERSEDED  1 2
 OP1252
 OP1252.Superseded values are not recommended for survey control.
 OP1252
 OP1252.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OP1252.See file dsdata.pdf to determine how the superseded data were derived.
 OP1252
 OP1252_MARKER: DB = BENCH MARK 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: MNHD
 OP1252_MAGNETIC: N = NO MAGNETIC MATERIAL
 OP1252_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OP1252_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 OP1252+SATELLITE: SATELLITE OBSERVATIONS - July 09, 2018
 OP1252
 OP1252  HISTORY     - Date     Condition        Report By
 OP1252  HISTORY     - 1980     MONUMENTED       MNHD
 OP1252  HISTORY     - 19900907 GOOD             NGS
 OP1252  HISTORY     - 20110804 GOOD             WOOLPT
 OP1252  HISTORY     - 20161019 GOOD             MNDT
 OP1252  HISTORY     - 20180709 GOOD             MNDT
 OP1252
 OP1252                          STATION DESCRIPTION
 OP1252
 OP1252'DESCRIBED BY MN HIGHWAY DEPT 1980
 OP1252'1.9 MI NE FROM BLUE EARTH.
 OP1252'THE MARK IS LOCATED ABOUT 1.6 MILES EAST ALONG INTERSTATE HIGHWAY 90
 OP1252'FROM ITS JUNCTION WITH TRUNK HIGHWAY 169 JUST NORTH OF BLUE EARTH AND
 OP1252'IS NEAR HIGHWAY 90 MILE POINT 121.5 IN THE NW 1/4 OF SECTION 10,
 OP1252'T102N, R27W.  THE MARK IS 20 FEET EAST OF AND 6 INCHES HIGHER THAN
 OP1252'THE CENTERLINE OF COUNTY ROAD 11 IN THE ABUTMENT IN THE SOUTHEAST
 OP1252'CORNER OF BRIDGE 22806 CARRYING COUNTY ROAD 11 OVER HIGHWAY 90.  THE
 OP1252'MARK, A STANDARD MNHD BENCH MARK DISK STAMPED---2280 AV 1980---, IS
 OP1252'CEMENTED IN A DRILL HOLE IN THE ABUTMENT.
 OP1252
 OP1252                          STATION RECOVERY (1990)
 OP1252
 OP1252'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990
 OP1252'2.5 KM (1.6 MI) EASTERLY ALONG INTERSTATE HIGHWAY 90 FROM THE
 OP1252'JUNCTION OF STATE HIGHWAY 169 IN BLUE EARTH, IN TOP OF AND 2.9 M (9.5
 OP1252'FT) WEST OF THE EAST END OF THE SOUTH CONCRETE ABUTMENT OF COUNTY
 OP1252'ROAD 11 OVERPASS (NUMBER 22809) OF THE HIGHWAY, 38.8 M (127.3 FT)
 OP1252'SOUTH OF THE CENTERLINE OF THE EASTBOUND LANES OF THE HIGHWAY, AND
 OP1252'6.3 M (20.7 FT) EAST OF AND LEVEL WITH THE ROAD CENTERLINE.
 OP1252
 OP1252                          STATION RECOVERY (2011)
 OP1252
 OP1252'RECOVERY NOTE BY WOOLPERT CONSULTANTS 2011 (DJK)
 OP1252'RECOVERED AS DESCRIBED.
 OP1252
 OP1252                          STATION RECOVERY (2016)
 OP1252
 OP1252'RECOVERY NOTE BY MN DEPT OF TRANSP 2016 (MDR)
 OP1252'RECOVERED AS DESCRIBED.
 OP1252
 OP1252                          STATION RECOVERY (2018)
 OP1252
 OP1252'RECOVERY NOTE BY MN DEPT OF TRANSP 2018 (TJD)
 OP1252'2.0 MI (3.2 KM) NORTHEAST OF BLUE EARTH, IN A BRIDGE ABUTMENT IN THE
 OP1252'SOUTHEAST ABUTMENT OF COUNTY ROAD 11 BRIDGE NUMBER 22806 OVER
 OP1252'INTERSTATE HIGHWAY 90, 1.6 MI (2.6 KM) EAST ALONG INTERSTATE HIGHWAY
 OP1252'90 FROM THE JUNCTION OF INTERSTATE HIGHWAY 90 AND TRUNK HIGHWAY 169 IN
 OP1252'BLUE EARTH, AT INTERSTATE HIGHWAY 90 MILE POINT 121.5, 127.3 FT (38.8
 OP1252'M) SOUTH OF EASTBOUND INTERSTATE HIGHWAY 90, 20.7 FT (6.3 M) EAST OF
 OP1252'COUNTY ROAD 11.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 OP1253 ***********************************************************************
 OP1253  DESIGNATION -  2280 AW
 OP1253  PID         -  OP1253
 OP1253  STATE/COUNTY-  MN/FARIBAULT
 OP1253  COUNTRY     -  US
 OP1253  USGS QUAD   -  BLUE EARTH (2019)
 OP1253
 OP1253                         *CURRENT SURVEY CONTROL
 OP1253  ______________________________________________________________________
 OP1253* NAD 83(2011) POSITION- 43 39 04.91445(N) 094 02 51.90737(W)   ADJUSTED
 OP1253* NAD 83(2011) ELLIP HT-   299.272 (meters)        (06/27/12)   ADJUSTED
 OP1253* NAD 83(2011) EPOCH   -  2010.00
 OP1253* NAVD 88 ORTHO HEIGHT -   327.792 (meters)     1075.43  (feet) ADJUSTED
 OP1253  ______________________________________________________________________
 OP1253  GEOID HEIGHT    -        -28.514 (meters)                     GEOID18
 OP1253  NAD 83(2011) X  -   -326,293.502 (meters)                     COMP
 OP1253  NAD 83(2011) Y  - -4,610,985.971 (meters)                     COMP
 OP1253  NAD 83(2011) Z  -  4,380,351.850 (meters)                     COMP
 OP1253  LAPLACE CORR    -         -4.15  (seconds)                    DEFLEC18
 OP1253  DYNAMIC HEIGHT  -        327.724 (meters)     1075.21  (feet) COMP
 OP1253  MODELED GRAVITY -    980,402.6   (mgal)                       NAVD 88
 OP1253
 OP1253  VERT ORDER      -  SECOND    CLASS I
 OP1253
 OP1253  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 OP1253  Standards:
 OP1253         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 OP1253            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 OP1253  -------------------------------------------------------------------
 OP1253  NETWORK    0.48   0.53           0.22   0.16   0.27     -0.04641104
 OP1253  -------------------------------------------------------------------
 OP1253  Click here for local accuracies and other accuracy information.
 OP1253
 OP1253.The horizontal coordinates were established by GPS observations
 OP1253.and adjusted by the National Geodetic Survey in June 2012.
 OP1253
 OP1253.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 OP1253.been affixed to the stable North American tectonic plate. See 
 OP1253.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 OP1253
 OP1253.The horizontal coordinates are valid at the epoch date displayed above
 OP1253.which is a decimal equivalence of Year/Month/Day.
 OP1253
 OP1253.The orthometric height was determined by differential leveling and
 OP1253.adjusted by the NATIONAL GEODETIC SURVEY
 OP1253.in May 2019.
 OP1253
 OP1253.Significant digits in the geoid height do not necessarily reflect accuracy.
 OP1253.GEOID18 height accuracy estimate available here.
 OP1253
 OP1253.Click photographs - Photos may exist for this station.
 OP1253
 OP1253.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 OP1253
 OP1253.The Laplace correction was computed from DEFLEC18 derived deflections.
 OP1253
 OP1253.The ellipsoidal height was determined by GPS observations
 OP1253.and is referenced to NAD 83.
 OP1253
 OP1253.The dynamic height is computed by dividing the NAVD 88
 OP1253.geopotential number by the normal gravity value computed on the
 OP1253.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OP1253.degrees latitude (g = 980.6199 gals.).
 OP1253
 OP1253.The modeled gravity was interpolated from observed gravity values.
 OP1253
 OP1253. The following values were computed from the NAD 83(2011) position.
 OP1253
 OP1253;                    North         East     Units Scale Factor Converg.
 OP1253;SPC MN S     -   172,377.019   796,147.514   MT  1.00003121   -0 02 00.5
 OP1253;SPC MN S     -   565,540.27  2,612,027.30   sFT  1.00003121   -0 02 00.5
 OP1253;UTM  15      - 4,833,685.217   415,506.861   MT  0.99968781   -0 43 23.8
 OP1253
 OP1253!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OP1253!SPC MN S     -   0.99995307  x   1.00003121  =   0.99998428
 OP1253!UTM  15      -   0.99995307  x   0.99968781  =   0.99964090
 OP1253
 OP1253_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVJ1550633685(NAD 83)
 OP1253
 OP1253                          SUPERSEDED SURVEY CONTROL
 OP1253
 OP1253  NAD 83(2007)-  43 39 04.91452(N)    094 02 51.90813(W) AD(2002.00) 0
 OP1253  ELLIP H (02/10/07)  299.296  (m)                       GP(2002.00)    
 OP1253  NAD 83(1996)-  43 39 04.91382(N)    094 02 51.90756(W) AD(       ) 1
 OP1253  ELLIP H (02/05/03)  299.352  (m)                       GP(       ) 3 2
 OP1253  NAVD 88             327.79   (m)         1075.4    (f) LEVELING    3  
 OP1253  NAVD 88 (06/15/91)  327.788  (m)         1075.42   (f) SUPERSEDED  1 2
 OP1253
 OP1253.Superseded values are not recommended for survey control.
 OP1253
 OP1253.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OP1253.See file dsdata.pdf to determine how the superseded data were derived.
 OP1253
 OP1253_MARKER: DV = VERTICAL CONTROL DISK
 OP1253_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 OP1253_STAMPING: 2280 AW 1980
 OP1253_MARK LOGO: MNHD
 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 - August 21, 2023
 OP1253_ROD/PIPE-DEPTH: 7.3 meters
 OP1253
 OP1253  HISTORY     - Date     Condition        Report By
 OP1253  HISTORY     - 19800520 MONUMENTED       MNHD
 OP1253  HISTORY     - 19900907 GOOD             NGS
 OP1253  HISTORY     - 19961119 GOOD             MNDT
 OP1253  HISTORY     - 20160706 GOOD             MNDT
 OP1253  HISTORY     - 20180716 GOOD             MNDT
 OP1253  HISTORY     - 20201125 GOOD             MNDT
 OP1253  HISTORY     - 20230821 GOOD             MNDT
 OP1253
 OP1253                          STATION DESCRIPTION
 OP1253
 OP1253'DESCRIBED BY MN HIGHWAY DEPT 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.
 OP1253
 OP1253                          STATION RECOVERY (2016)
 OP1253
 OP1253'RECOVERY NOTE BY MN DEPT OF TRANSP 2016 (KMS)
 OP1253'THE MARK IS LOCATED ABOUT 2.75 MI (4.42 KM) EAST-NORTHEAST OF BLUE
 OP1253'EARTH.
 OP1253'
 OP1253'TO REACH THE MARK GO 2.5 MI (4.0 KM) EAST ALONG INTERSTATE HIGHWAY 90
 OP1253'FROM THE JUNCTION OF INTERSTATE HIGHWAY 90 AND TRUNK HIGHWAY 169 IN
 OP1253'BLUE EARTH, AT INTERSTATE HIGHWAY 90 MILE POINT 122.5.
 OP1253'
 OP1253'THE MARK IS LOCATED 95.8 FT (29.2 M) SOUTH OF EASTBOUND INTERSTATE
 OP1253'HIGHWAY 90, 62.0 FT (18.9 M) SOUTHEAST OF SOUTH END OF CONCRETE
 OP1253'CULVERT AT DRAINAGE DITCH, 2.0 FT (0.6 M) NORTH OF A FENCE, 1.6 FT
 OP1253'(0.5 M) NORTHEAST OF RIGHT-OF-WAY FENCE CORNER POST, 0.9 FT (27 CM)
 OP1253'NORTH OF A WITNESS POST.
 OP1253
 OP1253                          STATION RECOVERY (2018)
 OP1253
 OP1253'RECOVERY NOTE BY MN DEPT OF TRANSP 2018 (TJD)
 OP1253'2.75 MI (4.42 KM) EAST-NORTHEAST OF BLUE EARTH, 2.5 MI (4.0 KM) EAST
 OP1253'ALONG INTERSTATE HIGHWAY 90 FROM THE JUNCTION OF INTERSTATE HIGHWAY 90
 OP1253'AND TRUNK HIGHWAY 169 IN BLUE EARTH, AT INTERSTATE HIGHWAY 90 MILE
 OP1253'POINT 122.5, 95.8 FT (29.2 M) SOUTH OF EASTBOUND INTERSTATE HIGHWAY
 OP1253'90, 62.0 FT (18.9 M) SOUTHEAST OF THE SOUTH END OF A CONCRETE CULVERT
 OP1253'AT A DRAINAGE DITCH, 2.0 FT (0.6 M) NORTH OF A FENCE, 1.6 FT (0.5 M)
 OP1253'NORTHEAST OF A RIGHT-OF-WAY FENCE CORNER POST, 0.9 FT (27 CM) NORTH OF
 OP1253'A WITNESS POST.
 OP1253
 OP1253                          STATION RECOVERY (2020)
 OP1253
 OP1253'RECOVERY NOTE BY MN DEPT OF TRANSP 2020 (KMS)
 OP1253'RECOVERED IN GOOD CONDITION.
 OP1253
 OP1253                          STATION RECOVERY (2023)
 OP1253
 OP1253'RECOVERY NOTE BY MN DEPT OF TRANSP 2023 (JXK)
 OP1253'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 OP1254 ***********************************************************************
 OP1254  DESIGNATION -  2280 AX
 OP1254  PID         -  OP1254
 OP1254  STATE/COUNTY-  MN/FARIBAULT
 OP1254  COUNTRY     -  US
 OP1254  USGS QUAD   -  BLUE EARTH (2019)
 OP1254
 OP1254                         *CURRENT SURVEY CONTROL
 OP1254  ______________________________________________________________________
 OP1254* NAD 83(2011) POSITION- 43 39 05.73741(N) 094 01 46.95128(W)   ADJUSTED
 OP1254* NAD 83(2011) ELLIP HT-   298.836 (meters)        (06/27/12)   ADJUSTED
 OP1254* NAD 83(2011) EPOCH   -  2010.00
 OP1254* NAVD 88 ORTHO HEIGHT -   327.381 (meters)     1074.08  (feet) ADJUSTED
 OP1254  ______________________________________________________________________
 OP1254  GEOID HEIGHT    -        -28.545 (meters)                     GEOID18
 OP1254  NAD 83(2011) X  -   -324,840.158 (meters)                     COMP
 OP1254  NAD 83(2011) Y  - -4,611,070.693 (meters)                     COMP
 OP1254  NAD 83(2011) Z  -  4,380,369.928 (meters)                     COMP
 OP1254  LAPLACE CORR    -         -4.38  (seconds)                    DEFLEC18
 OP1254  DYNAMIC HEIGHT  -        327.312 (meters)     1073.86  (feet) COMP
 OP1254  MODELED GRAVITY -    980,400.4   (mgal)                       NAVD 88
 OP1254
 OP1254  VERT ORDER      -  FIRST     CLASS II
 OP1254
 OP1254  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 OP1254  Standards:
 OP1254         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 OP1254            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 OP1254  -------------------------------------------------------------------
 OP1254  NETWORK    0.57   0.53           0.26   0.20   0.27      0.05813802
 OP1254  -------------------------------------------------------------------
 OP1254  Click here for local accuracies and other accuracy information.
 OP1254
 OP1254.The horizontal coordinates were established by GPS observations
 OP1254.and adjusted by the National Geodetic Survey in June 2012.
 OP1254
 OP1254.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 OP1254.been affixed to the stable North American tectonic plate. See 
 OP1254.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 OP1254
 OP1254.The horizontal coordinates are valid at the epoch date displayed above
 OP1254.which is a decimal equivalence of Year/Month/Day.
 OP1254
 OP1254.The orthometric height was determined by differential leveling and
 OP1254.adjusted by the NATIONAL GEODETIC SURVEY
 OP1254.in June 1991.
 OP1254
 OP1254.Significant digits in the geoid height do not necessarily reflect accuracy.
 OP1254.GEOID18 height accuracy estimate available here.
 OP1254
 OP1254.Click photographs - Photos may exist for this station.
 OP1254
 OP1254.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 OP1254
 OP1254.The Laplace correction was computed from DEFLEC18 derived deflections.
 OP1254
 OP1254.The ellipsoidal height was determined by GPS observations
 OP1254.and is referenced to NAD 83.
 OP1254
 OP1254.The dynamic height is computed by dividing the NAVD 88
 OP1254.geopotential number by the normal gravity value computed on the
 OP1254.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OP1254.degrees latitude (g = 980.6199 gals.).
 OP1254
 OP1254.The modeled gravity was interpolated from observed gravity values.
 OP1254
 OP1254. The following values were computed from the NAD 83(2011) position.
 OP1254
 OP1254;                    North         East     Units Scale Factor Converg.
 OP1254;SPC MN S     -   172,401.729   797,603.205   MT  1.00003115   -0 01 15.0
 OP1254;SPC MN S     -   565,621.34  2,616,803.18   sFT  1.00003115   -0 01 15.0
 OP1254;UTM  15      - 4,833,692.395   416,962.242   MT  0.99968481   -0 42 38.9
 OP1254
 OP1254!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OP1254!SPC MN S     -   0.99995314  x   1.00003115  =   0.99998429
 OP1254!UTM  15      -   0.99995314  x   0.99968481  =   0.99963797
 OP1254
 OP1254:                Primary Azimuth Mark                     Grid Az
 OP1254:SPC MN S     -  GAME                                     163 51 22.0
 OP1254:UTM  15      -  GAME                                     164 32 45.9
 OP1254
 OP1254_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVJ1696233692(NAD 83)
 OP1254
 OP1254|---------------------------------------------------------------------|
 OP1254| PID    Reference Object                     Distance      Geod. Az  |
 OP1254|                                                           dddmmss.s |
 OP1254| OP0904 GAME                                APPROX. 0.5 KM 1635007.0 |
 OP1254|---------------------------------------------------------------------|
 OP1254
 OP1254                          SUPERSEDED SURVEY CONTROL
 OP1254
 OP1254  NAD 83(2007)-  43 39 05.73748(N)    094 01 46.95204(W) AD(2002.00) 0
 OP1254  ELLIP H (02/10/07)  298.860  (m)                       GP(2002.00)    
 OP1254  NAD 83(1996)-  43 39 05.73677(N)    094 01 46.95146(W) AD(       ) 1
 OP1254  ELLIP H (02/05/03)  298.916  (m)                       GP(       ) 3 2
 OP1254  NAVD 88             327.38   (m)         1074.1    (f) LEVELING    3  
 OP1254
 OP1254.Superseded values are not recommended for survey control.
 OP1254
 OP1254.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OP1254.See file dsdata.pdf to determine how the superseded data were derived.
 OP1254
 OP1254_MARKER: DV = VERTICAL CONTROL DISK
 OP1254_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 OP1254_STAMPING: 2280 AX 1980
 OP1254_MARK LOGO: MNHD
 OP1254_PROJECTION: PROJECTING 30 CENTIMETERS
 OP1254_MAGNETIC: I = MARKER IS A STEEL ROD
 OP1254_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OP1254_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 OP1254+SATELLITE: SATELLITE OBSERVATIONS - July 18, 2018
 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  HISTORY     - 20160706 GOOD             MNDT
 OP1254  HISTORY     - 20180718 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.
 OP1254
 OP1254                          STATION RECOVERY (2016)
 OP1254
 OP1254'RECOVERY NOTE BY MN DEPT OF TRANSP 2016 (KMS)
 OP1254'RECOVERED IN GOOD CONDITION.
 OP1254
 OP1254                          STATION RECOVERY (2018)
 OP1254
 OP1254'RECOVERY NOTE BY MN DEPT OF TRANSP 2018 (TJD)
 OP1254'3.75 MI (6.03 KM) EAST-NORTHEAST OF BLUE EARTH, 3.5 MI (5.6 KM) EAST
 OP1254'ALONG INTERSTATE HIGHWAY 90 FROM THE JUNCTION OF INTERSTATE HIGHWAY 90
 OP1254'AND TRUNK HIGHWAY 169 IN BLUE EARTH, AT INTERSTATE HIGHWAY 90 MILE
 OP1254'POINT 123.40, 43.6 FT (13.3 M) NORTH OF EASTBOUND INTERSTATE HIGHWAY
 OP1254'90, 41.8 FT (12.7 M) SOUTH OF WESTBOUND INTERSTATE HIGHWAY 90, 4.3 FT
 OP1254'(1.3 M) EAST OF A DROP INLET, 0.7 FT (21 CM) NORTH OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 OP1255 ***********************************************************************
 OP1255  DESIGNATION -  2280 AY
 OP1255  PID         -  OP1255
 OP1255  STATE/COUNTY-  MN/FARIBAULT
 OP1255  COUNTRY     -  US
 OP1255  USGS QUAD   -  BLUE EARTH (2019)
 OP1255
 OP1255                         *CURRENT SURVEY CONTROL
 OP1255  ______________________________________________________________________
 OP1255* NAD 83(1986) POSITION- 43 39 04.29   (N) 094 00 45.99   (W)   HD_HELD1
 OP1255* NAVD 88 ORTHO HEIGHT -   341.037 (meters)     1118.89  (feet) ADJUSTED
 OP1255  ______________________________________________________________________
 OP1255  GEOID HEIGHT    -        -28.577 (meters)                     GEOID18
 OP1255  DYNAMIC HEIGHT  -        340.965 (meters)     1118.65  (feet) COMP
 OP1255  MODELED GRAVITY -    980,398.5   (mgal)                       NAVD 88
 OP1255
 OP1255  VERT ORDER      -  SECOND    CLASS I
 OP1255
 OP1255.The horizontal coordinates were determined by differentially corrected
 OP1255.hand held GPS observations or other comparable positioning techniques
 OP1255.and have an estimated accuracy of +/- 3 meters.
 OP1255
 OP1255.The orthometric height was determined by differential leveling and
 OP1255.adjusted by the NATIONAL GEODETIC SURVEY
 OP1255.in May 2019.
 OP1255
 OP1255.Significant digits in the geoid height do not necessarily reflect accuracy.
 OP1255.GEOID18 height accuracy estimate available here.
 OP1255
 OP1255.Click photographs - Photos may exist for this station.
 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     -   172,356.7     798,969.3     MT  (+/- 3 meters HH1 GPS) 
 OP1255
 OP1255_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVJ1832733630(NAD 83)
 OP1255
 OP1255                          SUPERSEDED SURVEY CONTROL
 OP1255
 OP1255  NAVD 88 (06/15/91)  341.027  (m)         1118.85   (f) SUPERSEDED  1 2
 OP1255
 OP1255.Superseded values are not recommended for survey control.
 OP1255
 OP1255.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OP1255.See file dsdata.pdf to determine how the superseded data were derived.
 OP1255
 OP1255_MARKER: DB = BENCH MARK 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: MNHD
 OP1255_MAGNETIC: N = NO MAGNETIC MATERIAL
 OP1255_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OP1255_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 OP1255+SATELLITE: SATELLITE OBSERVATIONS - July 09, 2018
 OP1255
 OP1255  HISTORY     - Date     Condition        Report By
 OP1255  HISTORY     - 1980     MONUMENTED       MNDT
 OP1255  HISTORY     - 19900907 GOOD             NGS
 OP1255  HISTORY     - 20160706 GOOD             MNDT
 OP1255  HISTORY     - 20180709 GOOD             MNDT
 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.
 OP1255
 OP1255                          STATION RECOVERY (2016)
 OP1255
 OP1255'RECOVERY NOTE BY MN DEPT OF TRANSP 2016 (KMS)
 OP1255'RECOVERED AS DESCRIBED.
 OP1255
 OP1255                          STATION RECOVERY (2018)
 OP1255
 OP1255'RECOVERY NOTE BY MN DEPT OF TRANSP 2018 (TJD)
 OP1255'4.5 MI (7.2 KM) EAST-NORTHEAST OF BLUE EARTH, IN THE SOUTHEAST CORNER
 OP1255'OF COUNTY ROAD 15 BRIDGE NUMBER 22809 OVER INTERSTATE HIGHWAY 90, 4.3
 OP1255'MI (6.9 KM) EAST ALONG INTERSTATE HIGHWAY 90 FROM THE JUNCTION OF
 OP1255'INTERSTATE HIGHWAY 90 AND TRUNK HIGHWAY 169 IN BLUE EARTH, AT
 OP1255'INTERSTATE HIGHWAY 90 MILE POINT 124.3, 111.2 FT (33.9 M) SOUTH OF
 OP1255'EASTBOUND INTERSTATE HIGHWAY 90, 20.7 FT (6.3 M) EAST OF COUNTY ROAD
 OP1255'15, 9.5 FT (2.9 M) WEST OF THE EAST END OF THE SOUTH CONCRETE
 OP1255'ABUTMENT.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 OO1327 ***********************************************************************
 OO1327  DESIGNATION -  2280 AZ
 OO1327  PID         -  OO1327
 OO1327  STATE/COUNTY-  MN/FARIBAULT
 OO1327  COUNTRY     -  US
 OO1327  USGS QUAD   -  OZA TANKA LAKEBED (2019)
 OO1327
 OO1327                         *CURRENT SURVEY CONTROL
 OO1327  ______________________________________________________________________
 OO1327* NAD 83(2011) POSITION- 43 39 04.52159(N) 093 59 51.48174(W)   ADJUSTED
 OO1327* NAD 83(2011) ELLIP HT-   303.298 (meters)        (06/27/12)   ADJUSTED
 OO1327* NAD 83(2011) EPOCH   -  2010.00
 OO1327* NAVD 88 ORTHO HEIGHT -   331.938 (meters)     1089.03  (feet) ADJUSTED
 OO1327  ______________________________________________________________________
 OO1327  GEOID HEIGHT    -        -28.610 (meters)                     GEOID18
 OO1327  NAD 83(2011) X  -   -322,260.805 (meters)                     COMP
 OO1327  NAD 83(2011) Y  - -4,611,280.880 (meters)                     COMP
 OO1327  NAD 83(2011) Z  -  4,380,345.856 (meters)                     COMP
 OO1327  LAPLACE CORR    -         -5.46  (seconds)                    DEFLEC18
 OO1327  DYNAMIC HEIGHT  -        331.868 (meters)     1088.80  (feet) COMP
 OO1327  MODELED GRAVITY -    980,398.1   (mgal)                       NAVD 88
 OO1327
 OO1327  VERT ORDER      -  SECOND    CLASS I
 OO1327
 OO1327  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 OO1327  Standards:
 OO1327         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 OO1327            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 OO1327  -------------------------------------------------------------------
 OO1327  NETWORK    0.45   0.51           0.21   0.15   0.26     -0.03269027
 OO1327  -------------------------------------------------------------------
 OO1327  Click here for local accuracies and other accuracy information.
 OO1327
 OO1327.The horizontal coordinates were established by GPS observations
 OO1327.and adjusted by the National Geodetic Survey in June 2012.
 OO1327
 OO1327.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 OO1327.been affixed to the stable North American tectonic plate. See 
 OO1327.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 OO1327
 OO1327.The horizontal coordinates are valid at the epoch date displayed above
 OO1327.which is a decimal equivalence of Year/Month/Day.
 OO1327
 OO1327.The orthometric height was determined by differential leveling and
 OO1327.adjusted by the NATIONAL GEODETIC SURVEY
 OO1327.in May 2019.
 OO1327
 OO1327.Significant digits in the geoid height do not necessarily reflect accuracy.
 OO1327.GEOID18 height accuracy estimate available here.
 OO1327
 OO1327.Click photographs - Photos may exist for this station.
 OO1327
 OO1327.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 OO1327
 OO1327.The Laplace correction was computed from DEFLEC18 derived deflections.
 OO1327
 OO1327.The ellipsoidal height was determined by GPS observations
 OO1327.and is referenced to NAD 83.
 OO1327
 OO1327.The dynamic height is computed by dividing the NAVD 88
 OO1327.geopotential number by the normal gravity value computed on the
 OO1327.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OO1327.degrees latitude (g = 980.6199 gals.).
 OO1327
 OO1327.The modeled gravity was interpolated from observed gravity values.
 OO1327
 OO1327. The following values were computed from the NAD 83(2011) position.
 OO1327
 OO1327;                    North         East     Units Scale Factor Converg.
 OO1327;SPC MN S     -   172,363.772   800,190.897   MT  1.00003123   +0 00 06.0
 OO1327;SPC MN S     -   565,496.81  2,625,292.97   sFT  1.00003123   +0 00 06.0
 OO1327;UTM  15      - 4,833,623.295   419,548.386   MT  0.99967961   -0 41 19.2
 OO1327
 OO1327!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OO1327!SPC MN S     -   0.99995244  x   1.00003123  =   0.99998367
 OO1327!UTM  15      -   0.99995244  x   0.99967961  =   0.99963207
 OO1327
 OO1327:                Primary Azimuth Mark                     Grid Az
 OO1327:SPC MN S     -  2280 BA                                  088 02 07.3
 OO1327:UTM  15      -  2280 BA                                  088 43 32.5
 OO1327
 OO1327_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVJ1954833623(NAD 83)
 OO1327
 OO1327|---------------------------------------------------------------------|
 OO1327| PID    Reference Object                     Distance      Geod. Az  |
 OO1327|                                                           dddmmss.s |
 OO1327| OO1328 2280 BA                             APPROX. 1.4 KM 0880213.3 |
 OO1327|---------------------------------------------------------------------|
 OO1327
 OO1327                          SUPERSEDED SURVEY CONTROL
 OO1327
 OO1327  NAD 83(2007)-  43 39 04.52165(N)    093 59 51.48250(W) AD(2002.00) 0
 OO1327  ELLIP H (02/10/07)  303.322  (m)                       GP(2002.00)    
 OO1327  NAD 83(1996)-  43 39 04.52089(N)    093 59 51.48186(W) AD(       ) 1
 OO1327  ELLIP H (02/05/03)  303.381  (m)                       GP(       ) 3 2
 OO1327  NAVD 88             331.90   (m)         1088.9    (f) LEVELING    3  
 OO1327  NAVD 88 (06/15/91)  331.898  (m)         1088.90   (f) SUPERSEDED  1 2
 OO1327
 OO1327.Superseded values are not recommended for survey control.
 OO1327
 OO1327.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OO1327.See file dsdata.pdf to determine how the superseded data were derived.
 OO1327
 OO1327_MARKER: DV = VERTICAL CONTROL DISK
 OO1327_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 OO1327_STAMPING: 2280 AZ 1980
 OO1327_MARK LOGO: MNHD
 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 - August 24, 2023
 OO1327_ROD/PIPE-DEPTH: 7.3 meters
 OO1327
 OO1327  HISTORY     - Date     Condition        Report By
 OO1327  HISTORY     - 19800520 MONUMENTED       MNHD
 OO1327  HISTORY     - 19900907 GOOD             NGS
 OO1327  HISTORY     - 19961119 GOOD             MNDT
 OO1327  HISTORY     - 20160706 GOOD             MNDT
 OO1327  HISTORY     - 20180716 GOOD             MNDT
 OO1327  HISTORY     - 20190827 GOOD             MNDT
 OO1327  HISTORY     - 20230824 GOOD             MNDT
 OO1327
 OO1327                          STATION DESCRIPTION
 OO1327
 OO1327'DESCRIBED BY MN HIGHWAY DEPT 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.
 OO1327
 OO1327                          STATION RECOVERY (2016)
 OO1327
 OO1327'RECOVERY NOTE BY MN DEPT OF TRANSP 2016 (TJD)
 OO1327'THE MARK IS LOCATED ABOUT 5.0 MI (8.0 KM) EAST OF BLUE EARTH.
 OO1327'
 OO1327'TO REACH THE MARK GO 5.0 MI (8.0 KM) EAST ON INTERSTATE HIGHWAY 90
 OO1327'FROM THE JUNCTION OF TRUNK HIGHWAY 169 AND INTERSTATE HIGHWAY 90 NORTH
 OO1327'OF BLUE EARTH, AT INTERSTATE HIGHWAY 90 MILE POINT 125.1.
 OO1327'
 OO1327'THE MARK IS LOCATED 97.1 FT (29.6 M) SOUTH OF EASTBOUND INTERSTATE
 OO1327'HIGHWAY 90, 5.9 FT (1.8 M) NORTH OF POWER POLE WITH GUY WIRE, 4.3 FT
 OO1327'(1.3 M) EAST OF GATE, 0.8 FT (24 CM) NORTH OF RIGHT-OF-WAY FENCE, 1.0
 OO1327'FT (0.3 M) NORTH OF A WITNESS POST.
 OO1327
 OO1327                          STATION RECOVERY (2018)
 OO1327
 OO1327'RECOVERY NOTE BY MN DEPT OF TRANSP 2018 (TJD)
 OO1327'5.0 MI (8.0 KM) EAST OF BLUE EARTH, 5.0 MI (8.0 KM) EAST ON INTERSTATE
 OO1327'HIGHWAY 90 FROM THE JUNCTION OF TRUNK HIGHWAY 169 AND INTERSTATE
 OO1327'HIGHWAY 90 NORTH OF BLUE EARTH, AT INTERSTATE HIGHWAY 90 MILE POINT
 OO1327'125.1, 97.1 FT (29.6 M) SOUTH OF EASTBOUND INTERSTATE HIGHWAY 90, 5.9
 OO1327'FT (1.8 M) NORTH OF A POWER POLE WITH A GUY WIRE, 4.3 FT (1.3 M) EAST
 OO1327'OF A GATE, 0.8 FT (24 CM) NORTH OF A RIGHT-OF-WAY FENCE, 1.0 FT (0.3
 OO1327'M) NORTH OF A WITNESS POST.
 OO1327
 OO1327                          STATION RECOVERY (2019)
 OO1327
 OO1327'RECOVERY NOTE BY MN DEPT OF TRANSP 2019 (MPP)
 OO1327'RECOVERED IN GOOD CONDITION.
 OO1327
 OO1327                          STATION RECOVERY (2023)
 OO1327
 OO1327'RECOVERY NOTE BY MN DEPT OF TRANSP 2023 (BXG)
 OO1327'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 OO1328 ***********************************************************************
 OO1328  DESIGNATION -  2280 BA
 OO1328  PID         -  OO1328
 OO1328  STATE/COUNTY-  MN/FARIBAULT
 OO1328  COUNTRY     -  US
 OO1328  USGS QUAD   -  OZA TANKA LAKEBED (2019)
 OO1328
 OO1328                         *CURRENT SURVEY CONTROL
 OO1328  ______________________________________________________________________
 OO1328* NAD 83(2011) POSITION- 43 39 06.02630(N) 093 58 50.83867(W)   ADJUSTED
 OO1328* NAD 83(2011) ELLIP HT-   302.609 (meters)        (06/27/12)   ADJUSTED
 OO1328* NAD 83(2011) EPOCH   -  2010.00
 OO1328* NAVD 88 ORTHO HEIGHT -   331.258 (meters)     1086.80  (feet) ADJUSTED
 OO1328  ______________________________________________________________________
 OO1328  GEOID HEIGHT    -        -28.650 (meters)                     GEOID18
 OO1328  NAD 83(2011) X  -   -320,902.787 (meters)                     COMP
 OO1328  NAD 83(2011) Y  - -4,611,342.950 (meters)                     COMP
 OO1328  NAD 83(2011) Z  -  4,380,378.983 (meters)                     COMP
 OO1328  LAPLACE CORR    -         -5.81  (seconds)                    DEFLEC18
 OO1328  DYNAMIC HEIGHT  -        331.187 (meters)     1086.57  (feet) COMP
 OO1328  MODELED GRAVITY -    980,396.4   (mgal)                       NAVD 88
 OO1328
 OO1328  VERT ORDER      -  SECOND    CLASS I
 OO1328
 OO1328  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 OO1328  Standards:
 OO1328         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 OO1328            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 OO1328  -------------------------------------------------------------------
 OO1328  NETWORK    0.39   0.43           0.18   0.13   0.22     -0.02922626
 OO1328  -------------------------------------------------------------------
 OO1328  Click here for local accuracies and other accuracy information.
 OO1328
 OO1328.The horizontal coordinates were established by GPS observations
 OO1328.and adjusted by the National Geodetic Survey in June 2012.
 OO1328
 OO1328.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 OO1328.been affixed to the stable North American tectonic plate. See 
 OO1328.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 OO1328
 OO1328.The horizontal coordinates are valid at the epoch date displayed above
 OO1328.which is a decimal equivalence of Year/Month/Day.
 OO1328
 OO1328.The orthometric height was determined by differential leveling and
 OO1328.adjusted by the NATIONAL GEODETIC SURVEY
 OO1328.in May 2019.
 OO1328
 OO1328.Significant digits in the geoid height do not necessarily reflect accuracy.
 OO1328.GEOID18 height accuracy estimate available here.
 OO1328
 OO1328.Click photographs - Photos may exist for this station.
 OO1328
 OO1328.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 OO1328
 OO1328.The Laplace correction was computed from DEFLEC18 derived deflections.
 OO1328
 OO1328.The ellipsoidal height was determined by GPS observations
 OO1328.and is referenced to NAD 83.
 OO1328
 OO1328.The dynamic height is computed by dividing the NAVD 88
 OO1328.geopotential number by the normal gravity value computed on the
 OO1328.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OO1328.degrees latitude (g = 980.6199 gals.).
 OO1328
 OO1328.The modeled gravity was interpolated from observed gravity values.
 OO1328
 OO1328. The following values were computed from the NAD 83(2011) position.
 OO1328
 OO1328;                    North         East     Units Scale Factor Converg.
 OO1328;SPC MN S     -   172,410.392   801,549.914   MT  1.00003113   +0 00 48.5
 OO1328;SPC MN S     -   565,649.76  2,629,751.68   sFT  1.00003113   +0 00 48.5
 OO1328;UTM  15      - 4,833,653.525   420,907.386   MT  0.99967694   -0 40 37.4
 OO1328
 OO1328!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OO1328!SPC MN S     -   0.99995255  x   1.00003113  =   0.99998368
 OO1328!UTM  15      -   0.99995255  x   0.99967694  =   0.99962951
 OO1328
 OO1328:                Primary Azimuth Mark                     Grid Az
 OO1328:SPC MN S     -  2280 AZ                                  268 02 06.7
 OO1328:UTM  15      -  2280 AZ                                  268 43 32.6
 OO1328
 OO1328_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVJ2090733653(NAD 83)
 OO1328
 OO1328|---------------------------------------------------------------------|
 OO1328| PID    Reference Object                     Distance      Geod. Az  |
 OO1328|                                                           dddmmss.s |
 OO1328| OO1327 2280 AZ                             APPROX. 1.4 KM 2680255.2 |
 OO1328|---------------------------------------------------------------------|
 OO1328
 OO1328                          SUPERSEDED SURVEY CONTROL
 OO1328
 OO1328  NAD 83(2007)-  43 39 06.02638(N)    093 58 50.83942(W) AD(2002.00) 0
 OO1328  ELLIP H (02/10/07)  302.632  (m)                       GP(2002.00)    
 OO1328  NAD 83(1996)-  43 39 06.02569(N)    093 58 50.83879(W) AD(       ) 1
 OO1328  ELLIP H (02/05/03)  302.688  (m)                       GP(       ) 3 2
 OO1328  NAVD 88             331.25   (m)         1086.8    (f) LEVELING    3  
 OO1328  NAVD 88 (06/15/91)  331.250  (m)         1086.78   (f) SUPERSEDED  1 2
 OO1328
 OO1328.Superseded values are not recommended for survey control.
 OO1328
 OO1328.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OO1328.See file dsdata.pdf to determine how the superseded data were derived.
 OO1328
 OO1328_MARKER: DV = VERTICAL CONTROL DISK
 OO1328_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 OO1328_STAMPING: 2280 BA 1980
 OO1328_MARK LOGO: MNHD
 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 - August 24, 2023
 OO1328_ROD/PIPE-DEPTH: 9.8 meters
 OO1328
 OO1328  HISTORY     - Date     Condition        Report By
 OO1328  HISTORY     - 19800520 MONUMENTED       MNHD
 OO1328  HISTORY     - 19900907 GOOD             NGS
 OO1328  HISTORY     - 19961119 GOOD             MNDT
 OO1328  HISTORY     - 20160706 GOOD             MNDT
 OO1328  HISTORY     - 20180716 GOOD             MNDT
 OO1328  HISTORY     - 20201124 GOOD             MNDT
 OO1328  HISTORY     - 20230824 GOOD             MNDT
 OO1328
 OO1328                          STATION DESCRIPTION
 OO1328
 OO1328'DESCRIBED BY MN HIGHWAY DEPT 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.
 OO1328
 OO1328                          STATION RECOVERY (2016)
 OO1328
 OO1328'RECOVERY NOTE BY MN DEPT OF TRANSP 2016 (TJD)
 OO1328'THE MARK IS LOCATED ABOUT 5.25 MI (8.45 KM) NORTHWEST OF FROST.
 OO1328'
 OO1328'TO REACH THE MARK GO 2.7 MI (4.3 KM) WEST ON INTERSTATE HIGHWAY 90
 OO1328'FROM THE JUNCTION OF INTERSTATE HIGHWAY 90 AND TRUNK HIGHWAY 254
 OO1328'(JUNCTION IS 4.5 MI (7.2 KM) NORTH OF FROST), AT INTERSTATE HIGHWAY 90
 OO1328'MILE POINT 125.9.
 OO1328'
 OO1328'THE MARK IS LOCATED 42.5 FT (13.0 M) NORTH OF EASTBOUND INTERSTATE
 OO1328'HIGHWAY 90, 42.3 FT (12.9 M) SOUTH OF WESTBOUND INTERSTATE HIGHWAY 90,
 OO1328'54.0 FT (16.5 M) EAST OF CROSS-OVER, 17.5 FT (5.3 M) EAST OF DROP
 OO1328'INLET, 0.8 FT (24 CM) SOUTH OF A WITNESS POST.
 OO1328
 OO1328                          STATION RECOVERY (2018)
 OO1328
 OO1328'RECOVERY NOTE BY MN DEPT OF TRANSP 2018 (TJD)
 OO1328'5.25 MI (8.45 KM) NORTHWEST OF FROST, 2.7 MI (4.3 KM) WEST ON
 OO1328'INTERSTATE HIGHWAY 90 FROM THE JUNCTION OF INTERSTATE HIGHWAY 90 AND
 OO1328'TRUNK HIGHWAY 254 (THE JUNCTION IS 4.5 MI (7.2 KM) NORTH OF FROST), AT
 OO1328'INTERSTATE HIGHWAY 90 MILE POINT 125.9, 42.5 FT (13.0 M) NORTH OF
 OO1328'EASTBOUND INTERSTATE HIGHWAY 90, 42.3 FT (12.9 M) SOUTH OF WESTBOUND
 OO1328'INTERSTATE HIGHWAY 90, 54.0 FT (16.5 M) EAST OF A CROSS-OVER, 17.5 FT
 OO1328'(5.3 M) EAST OF A DROP INLET, 0.8 FT (24 CM) SOUTH OF A WITNESS POST.
 OO1328
 OO1328                          STATION RECOVERY (2020)
 OO1328
 OO1328'RECOVERY NOTE BY MN DEPT OF TRANSP 2020 (KMS)
 OO1328'5.25 MI (8.45 KM) NORTHWEST OF FROST, 2.7 MI (4.3 KM) WEST ON
 OO1328'INTERSTATE HIGHWAY 90 FROM THE JUNCTION OF INTERSTATE HIGHWAY 90 AND
 OO1328'COUNTY ROAD 17 (THE JUNCTION IS 4.5 MI (7.2 KM) NORTH OF FROST), AT
 OO1328'INTERSTATE HIGHWAY 90 MILE POINT 125.9, 42.5 FT (13.0 M) NORTH OF
 OO1328'EASTBOUND INTERSTATE HIGHWAY 90, 42.3 FT (12.9 M) SOUTH OF WESTBOUND
 OO1328'INTERSTATE HIGHWAY 90, 54.0 FT (16.5 M) EAST OF A CROSS-OVER, 17.5 FT
 OO1328'(5.3 M) EAST OF A DROP INLET, 0.8 FT (24 CM) SOUTH OF A WITNESS POST.
 OO1328
 OO1328                          STATION RECOVERY (2023)
 OO1328
 OO1328'RECOVERY NOTE BY MN DEPT OF TRANSP 2023 (BXG)
 OO1328'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 OO1329 ***********************************************************************
 OO1329  DESIGNATION -  2280 BB
 OO1329  PID         -  OO1329
 OO1329  STATE/COUNTY-  MN/FARIBAULT
 OO1329  COUNTRY     -  US
 OO1329  USGS QUAD   -  OZA TANKA LAKEBED (2019)
 OO1329
 OO1329                         *CURRENT SURVEY CONTROL
 OO1329  ______________________________________________________________________
 OO1329* NAD 83(1986) POSITION- 43 39 04.59   (N) 093 58 03.95   (W)   HD_HELD1
 OO1329* NAVD 88 ORTHO HEIGHT -   341.357 (meters)     1119.94  (feet) ADJUSTED
 OO1329  ______________________________________________________________________
 OO1329  GEOID HEIGHT    -        -28.681 (meters)                     GEOID18
 OO1329  DYNAMIC HEIGHT  -        341.284 (meters)     1119.70  (feet) COMP
 OO1329  MODELED GRAVITY -    980,394.9   (mgal)                       NAVD 88
 OO1329
 OO1329  VERT ORDER      -  SECOND    CLASS I
 OO1329
 OO1329.The horizontal coordinates were determined by differentially corrected
 OO1329.hand held GPS observations or other comparable positioning techniques
 OO1329.and have an estimated accuracy of +/- 3 meters.
 OO1329
 OO1329.The orthometric height was determined by differential leveling and
 OO1329.adjusted by the NATIONAL GEODETIC SURVEY
 OO1329.in May 2019.
 OO1329
 OO1329.Significant digits in the geoid height do not necessarily reflect accuracy.
 OO1329.GEOID18 height accuracy estimate available here.
 OO1329
 OO1329.Click photographs - Photos may exist for this station.
 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     -   172,366.4     802,600.7     MT  (+/- 3 meters HH1 GPS) 
 OO1329
 OO1329_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVJ2195733596(NAD 83)
 OO1329
 OO1329                          SUPERSEDED SURVEY CONTROL
 OO1329
 OO1329  NAVD 88 (06/15/91)  341.348  (m)         1119.91   (f) SUPERSEDED  1 2
 OO1329
 OO1329.Superseded values are not recommended for survey control.
 OO1329
 OO1329.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OO1329.See file dsdata.pdf to determine how the superseded data were derived.
 OO1329
 OO1329_MARKER: DV = VERTICAL CONTROL DISK
 OO1329_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 OO1329_SP_SET: BRIDGE ABUTMENT
 OO1329_STAMPING: 2280 BB 1980
 OO1329_MARK LOGO: MNHD
 OO1329_MAGNETIC: N = NO MAGNETIC MATERIAL
 OO1329_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OO1329_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 OO1329+SATELLITE: SATELLITE OBSERVATIONS - July 09, 2018
 OO1329
 OO1329  HISTORY     - Date     Condition        Report By
 OO1329  HISTORY     - 1980     MONUMENTED       MNDT
 OO1329  HISTORY     - 19900907 GOOD             NGS
 OO1329  HISTORY     - 20160706 GOOD             MNDT
 OO1329  HISTORY     - 20180709 GOOD             MNDT
 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.
 OO1329
 OO1329                          STATION RECOVERY (2016)
 OO1329
 OO1329'RECOVERY NOTE BY MN DEPT OF TRANSP 2016 (TJD)
 OO1329'RECOVERED AS DESCRIBED.
 OO1329
 OO1329                          STATION RECOVERY (2018)
 OO1329
 OO1329'RECOVERY NOTE BY MN DEPT OF TRANSP 2018 (TJD)
 OO1329'5.0 MI (8.0 KM) NORTHWEST OF FROST, IN THE SOUTHEAST CORNER OF COUNTY
 OO1329'ROAD 109 BRIDGE NUMBER 22810 OVER INTERSTATE HIGHWAY 90, 2.0 MI (3.2
 OO1329'KM) WEST ALONG INTERSTATE HIGHWAY 90 FROM THE JUNCTION OF INTERSTATE
 OO1329'HIGHWAY 90 AND TRUNK HIGHWAY 254 (THE JUNCTION IS 4.5 MI (7.2 KM)
 OO1329'NORTH OF FROST), AT INTERSTATE HIGHWAY 90 MILE POINT 126.55, 112.9 FT
 OO1329'(34.4 M) SOUTH OF EASTBOUND INTERSTATE HIGHWAY 90, 18.7 FT (5.7 M)
 OO1329'EAST OF COUNTY ROAD 109, 9.5 FT (2.9 M) WEST OF THE EAST END OF THE
 OO1329'SOUTH CONCRETE ABUTMENT.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 OO1335 ***********************************************************************
 OO1335  DESIGNATION -  2280 BC
 OO1335  PID         -  OO1335
 OO1335  STATE/COUNTY-  MN/FARIBAULT
 OO1335  COUNTRY     -  US
 OO1335  USGS QUAD   -  OZA TANKA LAKEBED (2019)
 OO1335
 OO1335                         *CURRENT SURVEY CONTROL
 OO1335  ______________________________________________________________________
 OO1335* NAD 83(1986) POSITION- 43 39 05.23   (N) 093 57 24.69   (W)   HD_HELD1
 OO1335* NAVD 88 ORTHO HEIGHT -   331.113 (meters)     1086.33  (feet) ADJUSTED
 OO1335  ______________________________________________________________________
 OO1335  GEOID HEIGHT    -        -28.709 (meters)                     GEOID18
 OO1335  DYNAMIC HEIGHT  -        331.041 (meters)     1086.09  (feet) COMP
 OO1335  MODELED GRAVITY -    980,393.7   (mgal)                       NAVD 88
 OO1335
 OO1335  VERT ORDER      -  SECOND    CLASS I
 OO1335
 OO1335.The horizontal coordinates were determined by differentially corrected
 OO1335.hand held GPS observations or other comparable positioning techniques
 OO1335.and have an estimated accuracy of +/- 3 meters.
 OO1335
 OO1335.The orthometric height was determined by differential leveling and
 OO1335.adjusted by the NATIONAL GEODETIC SURVEY
 OO1335.in May 2019.
 OO1335
 OO1335.Significant digits in the geoid height do not necessarily reflect accuracy.
 OO1335.GEOID18 height accuracy estimate available here.
 OO1335
 OO1335.Click photographs - Photos may exist for this station.
 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     -   172,386.6     803,480.5     MT  (+/- 3 meters HH1 GPS) 
 OO1335
 OO1335_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVJ2283633606(NAD 83)
 OO1335
 OO1335                          SUPERSEDED SURVEY CONTROL
 OO1335
 OO1335  NAVD 88 (06/15/91)  331.100  (m)         1086.28   (f) SUPERSEDED  2 1
 OO1335
 OO1335.Superseded values are not recommended for survey control.
 OO1335
 OO1335.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OO1335.See file dsdata.pdf to determine how the superseded data were derived.
 OO1335
 OO1335_MARKER: DV = VERTICAL CONTROL DISK
 OO1335_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 OO1335_SP_SET: BOX CULVERT
 OO1335_STAMPING: 2280 BC 1980
 OO1335_MARK LOGO: MNHD
 OO1335_MAGNETIC: N = NO MAGNETIC MATERIAL
 OO1335_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OO1335+STABILITY: SURFACE MOTION
 OO1335_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 OO1335+SATELLITE: SATELLITE OBSERVATIONS - July 17, 2018
 OO1335
 OO1335  HISTORY     - Date     Condition        Report By
 OO1335  HISTORY     - 1980     MONUMENTED       MNDT
 OO1335  HISTORY     - 20160706 GOOD             MNDT
 OO1335  HISTORY     - 20180717 GOOD             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.
 OO1335
 OO1335                          STATION RECOVERY (2016)
 OO1335
 OO1335'RECOVERY NOTE BY MN DEPT OF TRANSP 2016 (TJD)
 OO1335'RECOVERED AS DESCRIBED.
 OO1335
 OO1335                          STATION RECOVERY (2018)
 OO1335
 OO1335'RECOVERY NOTE BY MN DEPT OF TRANSP 2018 (TJD)
 OO1335'4.75 MI (7.64 KM) NORTH-NORTHWEST OF FROST, IN THE SOUTHEAST CORNER OF
 OO1335'AN EASTBOUND INTERSTATE HIGHWAY 90 BOX CULVERT AT A DRAINAGE DITCH,
 OO1335'1.45 MI (2.33 KM) WEST OF THE JUNCTION OF INTERSTATE HIGHWAY 90 AND
 OO1335'TRUNK HIGHWAY 254 (THE JUNCTION IS 4.5 MI (7.2 KM) NORTH OF FROST), AT
 OO1335'INTERSTATE HIGHWAY 90 MILE POINT 127.15, 53.5 FT (16.3 M) SOUTH OF
 OO1335'EASTBOUND INTERSTATE HIGHWAY 90.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 OO1336 ***********************************************************************
 OO1336  DESIGNATION -  2280 BD
 OO1336  PID         -  OO1336
 OO1336  STATE/COUNTY-  MN/FARIBAULT
 OO1336  COUNTRY     -  US
 OO1336  USGS QUAD   -  OZA TANKA LAKEBED (2019)
 OO1336
 OO1336                         *CURRENT SURVEY CONTROL
 OO1336  ______________________________________________________________________
 OO1336* NAD 83(1986) POSITION- 43 39 07.52   (N) 093 56 50.60   (W)   HD_HELD1
 OO1336* NAVD 88 ORTHO HEIGHT -   331.638 (meters)     1088.05  (feet) ADJUSTED
 OO1336  ______________________________________________________________________
 OO1336  GEOID HEIGHT    -        -28.734 (meters)                     GEOID18
 OO1336  DYNAMIC HEIGHT  -        331.565 (meters)     1087.81  (feet) COMP
 OO1336  MODELED GRAVITY -    980,392.5   (mgal)                       NAVD 88
 OO1336
 OO1336  VERT ORDER      -  SECOND    CLASS I
 OO1336
 OO1336.The horizontal coordinates were determined by differentially corrected
 OO1336.hand held GPS observations or other comparable positioning techniques
 OO1336.and have an estimated accuracy of +/- 3 meters.
 OO1336
 OO1336.The orthometric height was determined by differential leveling and
 OO1336.adjusted by the NATIONAL GEODETIC SURVEY
 OO1336.in May 2019.
 OO1336
 OO1336.Significant digits in the geoid height do not necessarily reflect accuracy.
 OO1336.GEOID18 height accuracy estimate available here.
 OO1336
 OO1336.Click photographs - Photos may exist for this station.
 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     -   172,457.7     804,244.4     MT  (+/- 3 meters HH1 GPS) 
 OO1336
 OO1336_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVJ2360133668(NAD 83)
 OO1336
 OO1336                          SUPERSEDED SURVEY CONTROL
 OO1336
 OO1336  NAVD 88 (06/15/91)  331.615  (m)         1087.97   (f) SUPERSEDED  2 1
 OO1336
 OO1336.Superseded values are not recommended for survey control.
 OO1336
 OO1336.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OO1336.See file dsdata.pdf to determine how the superseded data were derived.
 OO1336
 OO1336_MARKER: DV = VERTICAL CONTROL DISK
 OO1336_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 OO1336+WITH SETTING: PAVEMENT
 OO1336_SP_SET: SIGN FOUNDATION
 OO1336_STAMPING: 2280 BD 1980
 OO1336_MARK LOGO: MNHD
 OO1336_MAGNETIC: N = NO MAGNETIC MATERIAL
 OO1336_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OO1336+STABILITY: SURFACE MOTION
 OO1336_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 OO1336+SATELLITE: SATELLITE OBSERVATIONS - July 18, 2018
 OO1336
 OO1336  HISTORY     - Date     Condition        Report By
 OO1336  HISTORY     - 1980     MONUMENTED       MNDT
 OO1336  HISTORY     - 20160706 GOOD             MNDT
 OO1336  HISTORY     - 20180718 GOOD             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.
 OO1336
 OO1336                          STATION RECOVERY (2016)
 OO1336
 OO1336'RECOVERY NOTE BY MN DEPT OF TRANSP 2016 (TJD)
 OO1336'RECOVERED AS DESCRIBED.
 OO1336
 OO1336                          STATION RECOVERY (2018)
 OO1336
 OO1336'RECOVERY NOTE BY MN DEPT OF TRANSP 2018 (TJD)
 OO1336'4.7 MI (7.6 KM) NORTH-NORTHWEST OF FROST, 1.0 MI (1.6 KM) WEST OF THE
 OO1336'JUNCTION OF INTERSTATE HIGHWAY 90 AND TRUNK HIGHWAY 254 (THE JUNCTION
 OO1336'IS 4.5 MI (7.2 KM) NORTH OF FROST), IN THE SOUTH EDGE OF THE CONCRETE
 OO1336'BASE OF THE SOUTH LEG OF A WESTBOUND INTERSTATE HIGHWAY 90 SIGN (BLUE
 OO1336'EARTH 7-FAIRMONT 25-SOUIX FALL- 140), AT INTERSTATE HIGHWAY 90 MILE
 OO1336'POINT 127.6, 72.0 FT (21.9 M) NORTH OF WESTBOUND INTERSTATE HIGHWAY
 OO1336'90, 209.0 FT (63.7 M) WEST-NORTHWEST OF WESTBOUND INTERSTATE HIGHWAY
 OO1336'90 STATION 815 STENCIL.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 OO1337 ***********************************************************************
 OO1337  CBN         -  This is a Cooperative Base Network Control Station.
 OO1337  DESIGNATION -  2280 BE
 OO1337  PID         -  OO1337
 OO1337  STATE/COUNTY-  MN/FARIBAULT
 OO1337  COUNTRY     -  US
 OO1337  USGS QUAD   -  OZA TANKA LAKEBED (2019)
 OO1337
 OO1337                         *CURRENT SURVEY CONTROL
 OO1337  ______________________________________________________________________
 OO1337* NAD 83(2011) POSITION- 43 39 08.29612(N) 093 56 20.71978(W)   ADJUSTED
 OO1337* NAD 83(2011) ELLIP HT-   302.127 (meters)        (06/27/12)   ADJUSTED
 OO1337* NAD 83(2011) EPOCH   -  2010.00
 OO1337* NAVD 88 ORTHO HEIGHT -   330.881 (meters)     1085.57  (feet) ADJUSTED
 OO1337  ______________________________________________________________________
 OO1337  GEOID HEIGHT    -        -28.756 (meters)                     GEOID18
 OO1337  NAD 83(2011) X  -   -317,543.235 (meters)                     COMP
 OO1337  NAD 83(2011) Y  - -4,611,526.689 (meters)                     COMP
 OO1337  NAD 83(2011) Z  -  4,380,429.339 (meters)                     COMP
 OO1337  LAPLACE CORR    -         -6.22  (seconds)                    DEFLEC18
 OO1337  DYNAMIC HEIGHT  -        330.809 (meters)     1085.33  (feet) COMP
 OO1337  MODELED GRAVITY -    980,391.5   (mgal)                       NAVD 88
 OO1337
 OO1337  VERT ORDER      -  SECOND    CLASS I
 OO1337
 OO1337  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 OO1337  Standards:
 OO1337         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 OO1337            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 OO1337  -------------------------------------------------------------------
 OO1337  NETWORK    0.33   0.53           0.15   0.11   0.27     -0.01305953
 OO1337  -------------------------------------------------------------------
 OO1337  Click here for local accuracies and other accuracy information.
 OO1337
 OO1337.The horizontal coordinates were established by GPS observations
 OO1337.and adjusted by the National Geodetic Survey in June 2012.
 OO1337
 OO1337.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 OO1337.been affixed to the stable North American tectonic plate. See 
 OO1337.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 OO1337
 OO1337.The horizontal coordinates are valid at the epoch date displayed above
 OO1337.which is a decimal equivalence of Year/Month/Day.
 OO1337
 OO1337.The orthometric height was determined by differential leveling and
 OO1337.adjusted by the NATIONAL GEODETIC SURVEY
 OO1337.in May 2019.
 OO1337
 OO1337.Significant digits in the geoid height do not necessarily reflect accuracy.
 OO1337.GEOID18 height accuracy estimate available here.
 OO1337
 OO1337.Click photographs - Photos may exist for this station.
 OO1337
 OO1337.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 OO1337
 OO1337.The Laplace correction was computed from DEFLEC18 derived deflections.
 OO1337
 OO1337.The ellipsoidal height was determined by GPS observations
 OO1337.and is referenced to NAD 83.
 OO1337
 OO1337.The dynamic height is computed by dividing the NAVD 88
 OO1337.geopotential number by the normal gravity value computed on the
 OO1337.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OO1337.degrees latitude (g = 980.6199 gals.).
 OO1337
 OO1337.The modeled gravity was interpolated from observed gravity values.
 OO1337
 OO1337. The following values were computed from the NAD 83(2011) position.
 OO1337
 OO1337;                    North         East     Units Scale Factor Converg.
 OO1337;SPC MN S     -   172,482.095   804,914.045   MT  1.00003096   +0 02 33.7
 OO1337;SPC MN S     -   565,885.01  2,640,788.83   sFT  1.00003096   +0 02 33.7
 OO1337;UTM  15      - 4,833,684.657   424,270.934   MT  0.99967054   -0 38 53.8
 OO1337
 OO1337!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OO1337!SPC MN S     -   0.99995263  x   1.00003096  =   0.99998358
 OO1337!UTM  15      -   0.99995263  x   0.99967054  =   0.99962318
 OO1337
 OO1337_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVJ2427033684(NAD 83)
 OO1337
 OO1337                          SUPERSEDED SURVEY CONTROL
 OO1337
 OO1337  NAD 83(2007)-  43 39 08.29620(N)    093 56 20.72053(W) AD(2002.00) 0
 OO1337  ELLIP H (02/10/07)  302.150  (m)                       GP(2002.00)    
 OO1337  NAD 83(1996)-  43 39 08.29551(N)    093 56 20.71991(W) AD(       ) B
 OO1337  ELLIP H (01/15/97)  302.207  (m)                       GP(       ) 4 1
 OO1337  NAD 83(1986)-  43 39 08.27881(N)    093 56 20.71665(W) AD(       ) 1
 OO1337  NAVD 88             330.88   (m)         1085.6    (f) LEVELING    3  
 OO1337  NAVD 88 (06/15/91)  330.875  (m)         1085.55   (f) SUPERSEDED  1 2
 OO1337
 OO1337.Superseded values are not recommended for survey control.
 OO1337
 OO1337.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OO1337.See file dsdata.pdf to determine how the superseded data were derived.
 OO1337
 OO1337_MARKER: DV = VERTICAL CONTROL DISK
 OO1337_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 OO1337_STAMPING: 2280 BE 1980
 OO1337_MARK LOGO: MNHD
 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 30, 2023
 OO1337_ROD/PIPE-DEPTH: 9.8 meters
 OO1337
 OO1337  HISTORY     - Date     Condition        Report By
 OO1337  HISTORY     - 19800520 MONUMENTED       MNHD
 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  HISTORY     - 20130505 GOOD             MNDT
 OO1337  HISTORY     - 20151001 GOOD             MNDT
 OO1337  HISTORY     - 20161103 GOOD             MNDT
 OO1337  HISTORY     - 20180717 GOOD             MNDT
 OO1337  HISTORY     - 20230830 GOOD             MNDT
 OO1337
 OO1337                          STATION DESCRIPTION
 OO1337
 OO1337'DESCRIBED BY MN HIGHWAY DEPT 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.
 OO1337
 OO1337                          STATION RECOVERY (2013)
 OO1337
 OO1337'RECOVERY NOTE BY MN DEPT OF TRANSP 2013 (DAS)
 OO1337'4.65 MI (7.5 KM) NORTH-NORTHWEST OF FROST, 0.6 MI (1.0 KM) WEST ON
 OO1337'INTERSTATE HIGHWAY 90  FROM THE JUNCTION OF INTERSTATE HIGHWAY 90 AND
 OO1337'TRUNK HIGHWAY 254, AT INTERSTATE HIGHWAY 90 MILE POINT 128.0, 42.3 FT
 OO1337'(12.9 M) SOUTH OF WESTBOUND INTERSTATE HIGHWAY 90, 42.7 FT (13.0 M)
 OO1337'NORTH OF EASTBOUND INTERSTATE HIGHWAY 90, 56.0 FT (17.1 M) EAST OF
 OO1337'CROSS-OVER, 123.6 FT (37.7 M) NORTHWEST OF EASTBOUND INTERSTATE
 OO1337'HIGHWAY 90 STATION 835 STENCIL, 0.7 FT (21 CM) SOUTH OF A WITNESS
 OO1337'POST.
 OO1337
 OO1337                          STATION RECOVERY (2015)
 OO1337
 OO1337'RECOVERY NOTE BY MN DEPT OF TRANSP 2015 (MPP)
 OO1337'4.65 MILES NORTH-NORTHWEST OF FROST, 0.6 MILE WEST ALONG INTERSTATE
 OO1337'HIGHWAY 90 FROM JUNCTION OF INTERSTATE HIGHWAY 90 AND TRUNK HIGHWAY
 OO1337'254, AT INTERSTATE HIGHWAY 90 MILEPOINT 128.0, 42.3 FEET SOUTH OF
 OO1337'WESTBOUND INTERSTATE HIGHWAY 90, 42.7 FEET NORTH OF EASTBOUND
 OO1337'INTERSTATE HIGHWAY 90, 56.0 FEET EAST OF CROSSOVER, 123.6 FEET
 OO1337'NORTHWEST OF EASTBOUND INTERSTATE HIGHWAY 90 STATION 835 STENCIL, 0.7
 OO1337'FOOT SOUTH OF WITNESS POST.
 OO1337
 OO1337                          STATION RECOVERY (2016)
 OO1337
 OO1337'RECOVERY NOTE BY MN DEPT OF TRANSP 2016 (BJH)
 OO1337'RECOVERED AS DESCRIBED.
 OO1337
 OO1337                          STATION RECOVERY (2018)
 OO1337
 OO1337'RECOVERY NOTE BY MN DEPT OF TRANSP 2018 (TJD)
 OO1337'4.65 MI (7.48 KM) NORTH-NORTHWEST OF FROST, 0.6 MI (1.0 KM) WEST ALONG
 OO1337'INTERSTATE HIGHWAY 90 FROM THE JUNCTION OF INTERSTATE HIGHWAY 90 AND
 OO1337'TRUNK HIGHWAY 254 (THE JUNCTION IS 4.5 MI (7.2 KM) NORTH OF FROST), AT
 OO1337'INTERSTATE HIGHWAY 90 MILE POINT 128.0, 42.3 FT (12.9 M) SOUTH OF
 OO1337'WESTBOUND INTERSTATE HIGHWAY 90, 42.7 FT (13.0 M) NORTH OF EASTBOUND
 OO1337'INTERSTATE HIGHWAY 90, 123.6 FT (37.7 M) NORTHWEST OF EASTBOUND
 OO1337'INTERSTATE HIGHWAY 90 STATION 835 STENCIL, 56.0 FT (17.1 M) EAST OF A
 OO1337'CROSS-OVER, 0.7 FT (21 CM) SOUTH OF A WITNESS POST.
 OO1337
 OO1337                          STATION RECOVERY (2023)
 OO1337
 OO1337'RECOVERY NOTE BY MN DEPT OF TRANSP 2023 (AXH)
 OO1337'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 OO1338 ***********************************************************************
 OO1338  DESIGNATION -  2280 BF
 OO1338  PID         -  OO1338
 OO1338  STATE/COUNTY-  MN/FARIBAULT
 OO1338  COUNTRY     -  US
 OO1338  USGS QUAD   -  OZA TANKA LAKEBED (2019)
 OO1338
 OO1338                         *CURRENT SURVEY CONTROL
 OO1338  ______________________________________________________________________
 OO1338* NAD 83(1986) POSITION- 43 39 07.10   (N) 093 55 38.97   (W)   HD_HELD1
 OO1338* NAVD 88 ORTHO HEIGHT -   340.840 (meters)     1118.24  (feet) ADJUSTED
 OO1338  ______________________________________________________________________
 OO1338  GEOID HEIGHT    -        -28.786 (meters)                     GEOID18
 OO1338  DYNAMIC HEIGHT  -        340.765 (meters)     1117.99  (feet) COMP
 OO1338  MODELED GRAVITY -    980,390.0   (mgal)                       NAVD 88
 OO1338
 OO1338  VERT ORDER      -  SECOND    CLASS I
 OO1338
 OO1338.The horizontal coordinates were determined by differentially corrected
 OO1338.hand held GPS observations or other comparable positioning techniques
 OO1338.and have an estimated accuracy of +/- 3 meters.
 OO1338
 OO1338.The orthometric height was determined by differential leveling and
 OO1338.adjusted by the NATIONAL GEODETIC SURVEY
 OO1338.in May 2019.
 OO1338
 OO1338.Significant digits in the geoid height do not necessarily reflect accuracy.
 OO1338.GEOID18 height accuracy estimate available here.
 OO1338
 OO1338.Click photographs - Photos may exist for this station.
 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     -   172,445.9     805,849.7     MT  (+/- 3 meters HH1 GPS) 
 OO1338
 OO1338_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVJ2520533637(NAD 83)
 OO1338
 OO1338                          SUPERSEDED SURVEY CONTROL
 OO1338
 OO1338  NAVD 88 (06/15/91)  340.838  (m)         1118.23   (f) SUPERSEDED  1 2
 OO1338
 OO1338.Superseded values are not recommended for survey control.
 OO1338
 OO1338.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OO1338.See file dsdata.pdf to determine how the superseded data were derived.
 OO1338
 OO1338_MARKER: DV = VERTICAL CONTROL DISK
 OO1338_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 OO1338_SP_SET: BRIDGE ABUTMENT
 OO1338_STAMPING: 2280 BF 1980
 OO1338_MARK LOGO: MNHD
 OO1338_MAGNETIC: N = NO MAGNETIC MATERIAL
 OO1338_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OO1338_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 OO1338+SATELLITE: SATELLITE OBSERVATIONS - July 11, 2018
 OO1338
 OO1338  HISTORY     - Date     Condition        Report By
 OO1338  HISTORY     - 1980     MONUMENTED       MNDT
 OO1338  HISTORY     - 19900907 GOOD             NGS
 OO1338  HISTORY     - 20161108 GOOD             MNDT
 OO1338  HISTORY     - 20180711 GOOD             MNDT
 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.
 OO1338
 OO1338                          STATION RECOVERY (2016)
 OO1338
 OO1338'RECOVERY NOTE BY MN DEPT OF TRANSP 2016 (TME)
 OO1338'RECOVERED AS DESCRIBED.
 OO1338
 OO1338                          STATION RECOVERY (2018)
 OO1338
 OO1338'RECOVERY NOTE BY MN DEPT OF TRANSP 2018 (TJD)
 OO1338'4.5 MI (7.2 KM) NORTH OF FROST, IN THE SOUTHEAST CORNER OF TRUNK
 OO1338'HIGHWAY 254 BRIDGE NUMBER 2281 OVER INTERSTATE HIGHWAY 90, AT THE
 OO1338'JUNCTION OF INTERSTATE HIGHWAY 90 AND TRUNK HIGHWAY 254 (THE JUNCTION
 OO1338'IS 4.5 MI (7.2 KM) NORTH OF FROST), AT INTERSTATE HIGHWAY 90 MILE
 OO1338'POINT 128.6, 110.2 FT (33.6 M) SOUTH OF EASTBOUND INTERSTATE HIGHWAY
 OO1338'90, 25.9 FT (7.9 M) EAST OF TRUNK HIGHWAY 254, 9.5 FT (2.9 M) WEST OF
 OO1338'THE EAST END OF THE SOUTH CONCRETE ABUTMENT.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 OO1342 ***********************************************************************
 OO1342  DESIGNATION -  2280 BG
 OO1342  PID         -  OO1342
 OO1342  STATE/COUNTY-  MN/FARIBAULT
 OO1342  COUNTRY     -  US
 OO1342  USGS QUAD   -  OZA TANKA LAKEBED (2019)
 OO1342
 OO1342                         *CURRENT SURVEY CONTROL
 OO1342  ______________________________________________________________________
 OO1342* NAD 83(1986) POSITION- 43 39 07.50   (N) 093 55 12.94   (W)   HD_HELD1
 OO1342* NAVD 88 ORTHO HEIGHT -   332.501 (meters)     1090.88  (feet) ADJUSTED
 OO1342  ______________________________________________________________________
 OO1342  GEOID HEIGHT    -        -28.804 (meters)                     GEOID18
 OO1342  DYNAMIC HEIGHT  -        332.428 (meters)     1090.64  (feet) COMP
 OO1342  MODELED GRAVITY -    980,389.1   (mgal)                       NAVD 88
 OO1342
 OO1342  VERT ORDER      -  SECOND    CLASS I
 OO1342
 OO1342.The horizontal coordinates were determined by differentially corrected
 OO1342.hand held GPS observations or other comparable positioning techniques
 OO1342.and have an estimated accuracy of +/- 3 meters.
 OO1342
 OO1342.The orthometric height was determined by differential leveling and
 OO1342.adjusted by the NATIONAL GEODETIC SURVEY
 OO1342.in May 2019.
 OO1342
 OO1342.Significant digits in the geoid height do not necessarily reflect accuracy.
 OO1342.GEOID18 height accuracy estimate available here.
 OO1342
 OO1342.Click photographs - Photos may exist for this station.
 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     -   172,458.8     806,433.0     MT  (+/- 3 meters HH1 GPS) 
 OO1342
 OO1342_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVJ2578833643(NAD 83)
 OO1342
 OO1342                          SUPERSEDED SURVEY CONTROL
 OO1342
 OO1342  NAVD 88 (06/15/91)  332.495  (m)         1090.86   (f) SUPERSEDED  2 1
 OO1342
 OO1342.Superseded values are not recommended for survey control.
 OO1342
 OO1342.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OO1342.See file dsdata.pdf to determine how the superseded data were derived.
 OO1342
 OO1342_MARKER: DV = VERTICAL CONTROL DISK
 OO1342_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 OO1342_SP_SET: BOX CULVERT
 OO1342_STAMPING: 2280 BG 1980
 OO1342_MARK LOGO: MNHD
 OO1342_MAGNETIC: N = NO MAGNETIC MATERIAL
 OO1342_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OO1342+STABILITY: SURFACE MOTION
 OO1342_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 OO1342+SATELLITE: SATELLITE OBSERVATIONS - July 17, 2018
 OO1342
 OO1342  HISTORY     - Date     Condition        Report By
 OO1342  HISTORY     - 19800520 MONUMENTED       MNHD
 OO1342  HISTORY     - 20161109 GOOD             MNDT
 OO1342  HISTORY     - 20180717 GOOD             MNDT
 OO1342
 OO1342                          STATION DESCRIPTION
 OO1342
 OO1342'DESCRIBED BY MN HIGHWAY DEPT 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.
 OO1342
 OO1342                          STATION RECOVERY (2016)
 OO1342
 OO1342'RECOVERY NOTE BY MN DEPT OF TRANSP 2016 (TME)
 OO1342'THE MARK IS LOCATED ABOUT 4.6 MI (7.4 KM) NORTH-NORTHEAST OF FROST.
 OO1342'
 OO1342'TO REACH THE MARK GO 0.4 MI (0.6 KM) EAST ON INTERSTATE HIGHWAY 90
 OO1342'FROM THE JUNCTION OF INTERSTATE HIGHWAY 90 AND TRUNK HIGHWAY 254
 OO1342'(JUNCTION IS 4.5 MI (7.2 KM) NORTH OF FROST), IN HEADWALL OF EASTBOUND
 OO1342'INTERSTATE HIGHWAY 90 DOUBLE BOX CULVERT AT DRAINAGE DITCH, AT
 OO1342'INTERSTATE HIGHWAY 90 MILE POINT 128.95.
 OO1342'
 OO1342'THE MARK IS LOCATED 66.3 FT (20.2 M) SOUTH OF EASTBOUND INTERSTATE
 OO1342'HIGHWAY 90.
 OO1342
 OO1342                          STATION RECOVERY (2018)
 OO1342
 OO1342'RECOVERY NOTE BY MN DEPT OF TRANSP 2018 (TJD)
 OO1342'4.6 MI (7.4 KM) NORTH-NORTHEAST OF FROST, IN THE HEADWALL OF AN
 OO1342'EASTBOUND INTERSTATE HIGHWAY 90 DOUBLE BOX CULVERT AT A DRAINAGE
 OO1342'DITCH, 0.4 MI (0.6 KM) EAST ALONG INTERSTATE HIGHWAY 90 FROM THE
 OO1342'JUNCTION OF INTERSTATE HIGHWAY 90 AND TRUNK HIGHWAY 254 (THE JUNCTION
 OO1342'IS 4.5 MI (7.2 KM) NORTH OF FROST), AT INTERSTATE HIGHWAY 90 MILE
 OO1342'POINT 128.95, 66.3 FT (20.2 M) SOUTH OF EASTBOUND INTERSTATE HIGHWAY
 OO1342'90.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 OO1349 ***********************************************************************
 OO1349  DESIGNATION -  2280 BJ
 OO1349  PID         -  OO1349
 OO1349  STATE/COUNTY-  MN/FARIBAULT
 OO1349  COUNTRY     -  US
 OO1349  USGS QUAD   -  OZA TANKA LAKEBED (2019)
 OO1349
 OO1349                         *CURRENT SURVEY CONTROL
 OO1349  ______________________________________________________________________
 OO1349* NAD 83(1986) POSITION- 43 39 06.86   (N) 093 53 16.13   (W)   HD_HELD1
 OO1349* NAVD 88 ORTHO HEIGHT -   345.877 (meters)     1134.76  (feet) ADJUSTED
 OO1349  ______________________________________________________________________
 OO1349  GEOID HEIGHT    -        -28.888 (meters)                     GEOID18
 OO1349  DYNAMIC HEIGHT  -        345.799 (meters)     1134.51  (feet) COMP
 OO1349  MODELED GRAVITY -    980,384.6   (mgal)                       NAVD 88
 OO1349
 OO1349  VERT ORDER      -  SECOND    CLASS I
 OO1349
 OO1349.The horizontal coordinates were determined by differentially corrected
 OO1349.hand held GPS observations or other comparable positioning techniques
 OO1349.and have an estimated accuracy of +/- 3 meters.
 OO1349
 OO1349.The orthometric height was determined by differential leveling and
 OO1349.adjusted by the NATIONAL GEODETIC SURVEY
 OO1349.in May 2019.
 OO1349
 OO1349.Significant digits in the geoid height do not necessarily reflect accuracy.
 OO1349.GEOID18 height accuracy estimate available here.
 OO1349
 OO1349.Click photographs - Photos may exist for this station.
 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     -   172,442.2     809,050.7     MT  (+/- 3 meters HH1 GPS) 
 OO1349
 OO1349_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVJ2840533594(NAD 83)
 OO1349
 OO1349                          SUPERSEDED SURVEY CONTROL
 OO1349
 OO1349  NAVD 88 (06/15/91)  345.882  (m)         1134.78   (f) SUPERSEDED  1 2
 OO1349
 OO1349.Superseded values are not recommended for survey control.
 OO1349
 OO1349.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OO1349.See file dsdata.pdf to determine how the superseded data were derived.
 OO1349
 OO1349_MARKER: DB = BENCH MARK 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: MNHD
 OO1349_MAGNETIC: N = NO MAGNETIC MATERIAL
 OO1349_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OO1349_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 OO1349+SATELLITE: SATELLITE OBSERVATIONS - July 12, 2018
 OO1349
 OO1349  HISTORY     - Date     Condition        Report By
 OO1349  HISTORY     - 1980     MONUMENTED       MNDT
 OO1349  HISTORY     - 19900907 GOOD             NGS
 OO1349  HISTORY     - 20160706 GOOD             MNDT
 OO1349  HISTORY     - 20180712 GOOD             MNDT
 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.
 OO1349
 OO1349                          STATION RECOVERY (2016)
 OO1349
 OO1349'RECOVERY NOTE BY MN DEPT OF TRANSP 2016 (TJD)
 OO1349'RECOVERED AS DESCRIBED.
 OO1349
 OO1349                          STATION RECOVERY (2018)
 OO1349
 OO1349'RECOVERY NOTE BY MN DEPT OF TRANSP 2018 (KDJ)
 OO1349'4.9 MI (7.9 KM) NORTH-NORTHEAST OF FROST, IN THE SOUTHEAST CORNER OF
 OO1349'COUNTY ROAD 19 BRIDGE NUMBER 22812 OVER INTERSTATE HIGHWAY 90, 2.0 MI
 OO1349'(3.2 KM) EAST OF THE JUNCTION OF INTERSTATE HIGHWAY 90 AND TRUNK
 OO1349'HIGHWAY 254 (THE JUNCTION IS 4.5 MI (7.2 KM) NORTH OF FROST), AT
 OO1349'INTERSTATE HIGHWAY 90 MILE POINT 130.55, 8.5 FT (2.6 M) WEST OF THE
 OO1349'EAST END OF THE SOUTH CONCRETE ABUTMENT, 111.9 FT (34.1 M) SOUTH OF
 OO1349'EASTBOUND INTERSTATE HIGHWAY 90, 19.4 FT (5.9 M) EAST OF COUNTY ROAD
 OO1349'19.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 OO1346 ***********************************************************************
 OO1346  DESIGNATION -  2280 BK
 OO1346  PID         -  OO1346
 OO1346  STATE/COUNTY-  MN/FARIBAULT
 OO1346  COUNTRY     -  US
 OO1346  USGS QUAD   -  BRUSH CREEK (2019)
 OO1346
 OO1346                         *CURRENT SURVEY CONTROL
 OO1346  ______________________________________________________________________
 OO1346* NAD 83(1986) POSITION- 43 39 06.33   (N) 093 50 52.27   (W)   HD_HELD1
 OO1346* NAVD 88 ORTHO HEIGHT -   350.057 (meters)     1148.48  (feet) ADJUSTED
 OO1346  ______________________________________________________________________
 OO1346  GEOID HEIGHT    -        -28.988 (meters)                     GEOID18
 OO1346  DYNAMIC HEIGHT  -        349.976 (meters)     1148.21  (feet) COMP
 OO1346  MODELED GRAVITY -    980,379.1   (mgal)                       NAVD 88
 OO1346
 OO1346  VERT ORDER      -  FIRST     CLASS II
 OO1346
 OO1346.The horizontal coordinates were determined by differentially corrected
 OO1346.hand held GPS observations or other comparable positioning techniques
 OO1346.and have an estimated accuracy of +/- 3 meters.
 OO1346
 OO1346.The orthometric height was determined by differential leveling and
 OO1346.adjusted by the NATIONAL GEODETIC SURVEY
 OO1346.in June 1991.
 OO1346
 OO1346.Significant digits in the geoid height do not necessarily reflect accuracy.
 OO1346.GEOID18 height accuracy estimate available here.
 OO1346
 OO1346.Click photographs - Photos may exist for this station.
 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     -   172,431.0     812,274.7     MT  (+/- 3 meters HH1 GPS) 
 OO1346
 OO1346_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVJ3162733544(NAD 83)
 OO1346
 OO1346                          SUPERSEDED SURVEY CONTROL
 OO1346
 OO1346.No superseded survey control is available for this station.
 OO1346
 OO1346_MARKER: DB = BENCH MARK 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: MNHD
 OO1346_MAGNETIC: N = NO MAGNETIC MATERIAL
 OO1346_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OO1346_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 OO1346+SATELLITE: SATELLITE OBSERVATIONS - July 17, 2018
 OO1346
 OO1346  HISTORY     - Date     Condition        Report By
 OO1346  HISTORY     - 19800520 MONUMENTED       MNDT
 OO1346  HISTORY     - 19900907 GOOD             NGS
 OO1346  HISTORY     - 20160706 GOOD             MNDT
 OO1346  HISTORY     - 20180717 GOOD             MNDT
 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.
 OO1346
 OO1346                          STATION RECOVERY (2016)
 OO1346
 OO1346'RECOVERY NOTE BY MN DEPT OF TRANSP 2016 (TJD)
 OO1346'THE MARK IS LOCATED ABOUT 6.0 MI (9.7 KM) NORTHEAST OF FROST.
 OO1346'
 OO1346'TO REACH THE MARK GO 4.0 MI (6.4 KM) EAST OF THE JUNCTION OF
 OO1346'INTERSTATE HIGHWAY 90 AND TRUNK HIGHWAY 254 (JUNCTION IS 4.5 MI (7.2
 OO1346'KM) NORTH OF FROST), IN SOUTHEAST CORNER OF COUNTY ROAD 21 BRIDGE
 OO1346'NUMBER 22813 OVER INTERSTATE HIGHWAY 90.
 OO1346'
 OO1346'THE MARK IS LOCATED 9.5 FT (2.9 M) WEST OF EAST END OF SOUTH CONCRETE
 OO1346'ABUTMENT, AT INTERSTATE HIGHWAY 90 MILE POINT 132.1, 110.9 FT (33.8 M)
 OO1346'SOUTH OF EASTBOUND INTERSTATE HIGHWAY 90, 20.3 FT (6.2 M) EAST OF
 OO1346'COUNTY ROAD 221.
 OO1346
 OO1346                          STATION RECOVERY (2018)
 OO1346
 OO1346'RECOVERY NOTE BY MN DEPT OF TRANSP 2018 (TJD)
 OO1346'6.0 MI (9.7 KM) NORTHEAST OF FROST, IN THE SOUTHEAST CORNER OF COUNTY
 OO1346'ROAD 21 BRIDGE NUMBER 22813 OVER INTERSTATE HIGHWAY 90, 4.0 MI (6.4
 OO1346'KM) EAST OF THE JUNCTION OF INTERSTATE HIGHWAY 90 AND TRUNK HIGHWAY
 OO1346'254 (THE JUNCTION IS 4.5 MI (7.2 KM) NORTH OF FROST), AT INTERSTATE
 OO1346'HIGHWAY 90 MILE POINT 132.1, 110.9 FT (33.8 M) SOUTH OF EASTBOUND
 OO1346'INTERSTATE HIGHWAY 90, 20.3 FT (6.2 M) EAST OF COUNTY ROAD 221, 9.5 FT
 OO1346'(2.9 M) WEST OF THE EAST END OF THE SOUTH CONCRETE ABUTMENT.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 OO1345 ***********************************************************************
 OO1345  DESIGNATION -  2280 BL
 OO1345  PID         -  OO1345
 OO1345  STATE/COUNTY-  MN/FARIBAULT
 OO1345  COUNTRY     -  US
 OO1345  USGS QUAD   -  BRUSH CREEK (2019)
 OO1345
 OO1345                         *CURRENT SURVEY CONTROL
 OO1345  ______________________________________________________________________
 OO1345* NAD 83(1986) POSITION- 43 39 06.78   (N) 093 49 55.71   (W)   HD_HELD1
 OO1345* NAVD 88 ORTHO HEIGHT -   349.662 (meters)     1147.18  (feet) ADJUSTED
 OO1345  ______________________________________________________________________
 OO1345  GEOID HEIGHT    -        -29.026 (meters)                     GEOID18
 OO1345  DYNAMIC HEIGHT  -        349.581 (meters)     1146.92  (feet) COMP
 OO1345  MODELED GRAVITY -    980,377.0   (mgal)                       NAVD 88
 OO1345
 OO1345  VERT ORDER      -  SECOND    CLASS I
 OO1345
 OO1345.The horizontal coordinates were determined by differentially corrected
 OO1345.hand held GPS observations or other comparable positioning techniques
 OO1345.and have an estimated accuracy of +/- 3 meters.
 OO1345
 OO1345.The orthometric height was determined by differential leveling and
 OO1345.adjusted by the NATIONAL GEODETIC SURVEY
 OO1345.in October 2013.
 OO1345
 OO1345.No vertical observational check was made to the station.
 OO1345
 OO1345.Significant digits in the geoid height do not necessarily reflect accuracy.
 OO1345.GEOID18 height accuracy estimate available here.
 OO1345
 OO1345.Click photographs - Photos may exist for this station.
 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     -   172,447.4     813,542.2     MT  (+/- 3 meters HH1 GPS) 
 OO1345
 OO1345_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVJ3289433545(NAD 83)
 OO1345
 OO1345                          SUPERSEDED SURVEY CONTROL
 OO1345
 OO1345  NAVD 88 (06/15/91)  349.668  (m)         1147.20   (f) SUPERSEDED  1 2
 OO1345
 OO1345.Superseded values are not recommended for survey control.
 OO1345
 OO1345.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OO1345.See file dsdata.pdf to determine how the superseded data were derived.
 OO1345
 OO1345_MARKER: DV = VERTICAL CONTROL DISK
 OO1345_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 OO1345+WITH SETTING: PAVEMENT
 OO1345_SP_SET: SIGN BASE
 OO1345_STAMPING: 2280 BL 1980
 OO1345_MARK LOGO: MNHD
 OO1345_MAGNETIC: N = NO MAGNETIC MATERIAL
 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 - July 17, 2018
 OO1345
 OO1345  HISTORY     - Date     Condition        Report By
 OO1345  HISTORY     - 19800520 MONUMENTED       MNDT
 OO1345  HISTORY     - 19900907 GOOD             NGS
 OO1345  HISTORY     - 20110913 GOOD             MNDT
 OO1345  HISTORY     - 20170706 GOOD             MNDT
 OO1345  HISTORY     - 20180717 GOOD             MNDT
 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.
 OO1345
 OO1345                          STATION RECOVERY (2011)
 OO1345
 OO1345'RECOVERY NOTE BY MN DEPT OF TRANSP 2011 (KMS)
 OO1345'THE MARK IS 6.5 MI (10.5 KM) NORTH-NORTHWEST OF BRICELYN.
 OO1345'
 OO1345'TO REACH THE MARK GO 1.25 MI (2.0 KM) WEST OF THE JUNCTION OF
 OO1345'INTERSTATE HIGHWAY 90 AND TRUNK HIGHWAY 253, IN NORTH END OF CONCRETE
 OO1345'FOOTING OF NORTH LEG OF HIGHWAY INFORMATION SIGN.
 OO1345'
 OO1345'THE MARK IS LOCATED 55.8 FT (17.0 M) NORTH OF A FENCE, 42.3 FT (12.9
 OO1345'M) SOUTH OF EASTBOUND INTERSTATE HIGHWAY 90, AT INTERSTATE HIGHWAY 90
 OO1345'MILE POINT 133.35, 0.7 FT (0.2 M) NORTH OF A FENCE BRACE POST, 208.5
 OO1345'FT (63.6 M) EAST-SOUTHEAST OF EASTBOUND INTERSTATE HIGHWAY 90 STATION
 OO1345'1115 STENCIL.
 OO1345
 OO1345                          STATION RECOVERY (2017)
 OO1345
 OO1345'RECOVERY NOTE BY MN DEPT OF TRANSP 2017 (TJD)
 OO1345'RECOVERED IN GOOD CONDITION.
 OO1345
 OO1345                          STATION RECOVERY (2018)
 OO1345
 OO1345'RECOVERY NOTE BY MN DEPT OF TRANSP 2018 (TJD)
 OO1345'6.5 MI (10.5 KM) NORTH-NORTHWEST OF BRICELYN, IN THE NORTH END OF A
 OO1345'CONCRETE FOOTING OF THE NORTH LEG OF A HIGHWAY INFORMATION SIGN, 1.25
 OO1345'MI (2.01 KM) WEST OF THE JUNCTION OF INTERSTATE HIGHWAY 90 AND TRUNK
 OO1345'HIGHWAY 253 (THE JUNCTION IS 6.3 MI (10.1 KM) NORTH OF BRICELYN), AT
 OO1345'INTERSTATE HIGHWAY 90 MILE POINT 133.35, 42.3 FT (12.9 M) SOUTH OF
 OO1345'EASTBOUND INTERSTATE HIGHWAY 90, 208.5 FT (63.6 M) EAST-SOUTHEAST OF
 OO1345'EASTBOUND INTERSTATE HIGHWAY 90 STATION 1115 STENCIL, 55.8 FT (17.0 M)
 OO1345'NORTH OF A FENCE, 0.7 FT (21 CM) NORTH OF A FENCE BRACE POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 OO1343 ***********************************************************************
 OO1343  DESIGNATION -  2280 BN
 OO1343  PID         -  OO1343
 OO1343  STATE/COUNTY-  MN/FARIBAULT
 OO1343  COUNTRY     -  US
 OO1343  USGS QUAD   -  BRUSH CREEK (2019)
 OO1343
 OO1343                         *CURRENT SURVEY CONTROL
 OO1343  ______________________________________________________________________
 OO1343* NAD 83(1986) POSITION- 43 38 59.76   (N) 093 48 28.01   (W)   HD_HELD1
 OO1343* NAVD 88 ORTHO HEIGHT -   356.536 (meters)     1169.74  (feet) ADJUSTED
 OO1343  ______________________________________________________________________
 OO1343  GEOID HEIGHT    -        -29.084 (meters)                     GEOID18
 OO1343  DYNAMIC HEIGHT  -        356.452 (meters)     1169.46  (feet) COMP
 OO1343  MODELED GRAVITY -    980,373.5   (mgal)                       NAVD 88
 OO1343
 OO1343  VERT ORDER      -  SECOND    CLASS I
 OO1343
 OO1343.The horizontal coordinates were determined by differentially corrected
 OO1343.hand held GPS observations or other comparable positioning techniques
 OO1343.and have an estimated accuracy of +/- 3 meters.
 OO1343
 OO1343.The orthometric height was determined by differential leveling and
 OO1343.adjusted by the NATIONAL GEODETIC SURVEY
 OO1343.in October 2013.
 OO1343
 OO1343.Significant digits in the geoid height do not necessarily reflect accuracy.
 OO1343.GEOID18 height accuracy estimate available here.
 OO1343
 OO1343.Click photographs - Photos may exist for this station.
 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     -   172,235.0     815,508.0     MT  (+/- 3 meters HH1 GPS) 
 OO1343
 OO1343_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVJ3485733309(NAD 83)
 OO1343
 OO1343                          SUPERSEDED SURVEY CONTROL
 OO1343
 OO1343  NAVD 88 (06/15/91)  356.541  (m)         1169.75   (f) SUPERSEDED  1 2
 OO1343
 OO1343.Superseded values are not recommended for survey control.
 OO1343
 OO1343.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OO1343.See file dsdata.pdf to determine how the superseded data were derived.
 OO1343
 OO1343_MARKER: DV = VERTICAL CONTROL DISK
 OO1343_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 OO1343_SP_SET: BRIDGE ABUTMENT
 OO1343_STAMPING: 2280 BN 1980
 OO1343_MARK LOGO: MNHD
 OO1343_MAGNETIC: N = NO MAGNETIC MATERIAL
 OO1343_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OO1343_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 OO1343+SATELLITE: SATELLITE OBSERVATIONS - July 16, 2018
 OO1343
 OO1343  HISTORY     - Date     Condition        Report By
 OO1343  HISTORY     - 19800520 MONUMENTED       MNHD
 OO1343  HISTORY     - 19900907 GOOD             NGS
 OO1343  HISTORY     - 20110913 GOOD             MNDT
 OO1343  HISTORY     - 20160706 GOOD             MNDT
 OO1343  HISTORY     - 20180716 GOOD             MNDT
 OO1343
 OO1343                          STATION DESCRIPTION
 OO1343
 OO1343'DESCRIBED BY MN HIGHWAY DEPT 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.
 OO1343
 OO1343                          STATION RECOVERY (2011)
 OO1343
 OO1343'RECOVERY NOTE BY MN DEPT OF TRANSP 2011 (KMS)
 OO1343'THE MARK IS 6.2 MI (10.0 KM) NORTH OF BRICELYN.
 OO1343'
 OO1343'TO REACH THE MARK AT THE JUNCTION OF INTERSTATE HIGHWAY 90 AND TRUNK
 OO1343'HIGHWAY 253, IN SOUTHEAST CORNER OF TRUNK HIGHWAY 253 BRIDGE NUMBER
 OO1343'22820 OVER INTERSTATE HIGHWAY 90.
 OO1343'
 OO1343'THE MARK IS LOCATED 8.5 FT (2.6 M) WEST OF EAST END OF SOUTH CONCRETE
 OO1343'ABUTMENT, 110.6 FT (33.7 M) SOUTH OF EASTBOUND INTERSTATE HIGHWAY 90,
 OO1343'AT INTERSTATE HIGHWAY 90 MILE POINT 134.6, 25.9 FT (7.9 M) EAST OF
 OO1343'TRUNK HIGHWAY 253.
 OO1343
 OO1343                          STATION RECOVERY (2016)
 OO1343
 OO1343'RECOVERY NOTE BY MN DEPT OF TRANSP 2016 (TJD)
 OO1343'RECOVERED IN GOOD CONDITION.
 OO1343
 OO1343                          STATION RECOVERY (2018)
 OO1343
 OO1343'RECOVERY NOTE BY MN DEPT OF TRANSP 2018 (TJD)
 OO1343'6.2 MI (10.0 KM) NORTH OF BRICELYN, IN THE SOUTHEAST CORNER OF TRUNK
 OO1343'HIGHWAY 253 BRIDGE NUMBER 22820 OVER INTERSTATE HIGHWAY 90, AT THE
 OO1343'JUNCTION OF INTERSTATE HIGHWAY 90 AND TRUNK HIGHWAY 253 (THE JUNCTION
 OO1343'IS 6.5 MI (10.5 KM) NORTH OF BRICELYN), AT INTERSTATE HIGHWAY 90 MILE
 OO1343'POINT 134.6, 110.6 FT (33.7 M) SOUTH OF EASTBOUND INTERSTATE HIGHWAY
 OO1343'90, 25.9 FT (7.9 M) EAST OF TRUNK HIGHWAY 253, 8.5 FT (2.6 M) WEST OF
 OO1343'THE EAST END OF THE SOUTH CONCRETE ABUTMENT.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 OO1353 ***********************************************************************
 OO1353  DESIGNATION -  2280 BP
 OO1353  PID         -  OO1353
 OO1353  STATE/COUNTY-  MN/FARIBAULT
 OO1353  COUNTRY     -  US
 OO1353  USGS QUAD   -  BRUSH CREEK (2019)
 OO1353
 OO1353                         *CURRENT SURVEY CONTROL
 OO1353  ______________________________________________________________________
 OO1353* NAD 83(1986) POSITION- 43 39 00.23   (N) 093 48 04.75   (W)   HD_HELD1
 OO1353* NAVD 88 ORTHO HEIGHT -   349.053 (meters)     1145.18  (feet) ADJUSTED
 OO1353  ______________________________________________________________________
 OO1353  GEOID HEIGHT    -        -29.099 (meters)                     GEOID18
 OO1353  DYNAMIC HEIGHT  -        348.970 (meters)     1144.91  (feet) COMP
 OO1353  MODELED GRAVITY -    980,372.7   (mgal)                       NAVD 88
 OO1353
 OO1353  VERT ORDER      -  SECOND    CLASS I
 OO1353
 OO1353.The horizontal coordinates were determined by differentially corrected
 OO1353.hand held GPS observations or other comparable positioning techniques
 OO1353.and have an estimated accuracy of +/- 3 meters.
 OO1353
 OO1353.The orthometric height was determined by differential leveling and
 OO1353.adjusted by the NATIONAL GEODETIC SURVEY
 OO1353.in May 2019.
 OO1353
 OO1353.Significant digits in the geoid height do not necessarily reflect accuracy.
 OO1353.GEOID18 height accuracy estimate available here.
 OO1353
 OO1353.Click photographs - Photos may exist for this station.
 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     -   172,250.8     816,029.3     MT  (+/- 3 meters HH1 GPS) 
 OO1353
 OO1353_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVJ3537833319(NAD 83)
 OO1353
 OO1353                          SUPERSEDED SURVEY CONTROL
 OO1353
 OO1353  NAVD 88 (06/15/91)  349.058  (m)         1145.20   (f) SUPERSEDED  2 1
 OO1353
 OO1353.Superseded values are not recommended for survey control.
 OO1353
 OO1353.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OO1353.See file dsdata.pdf to determine how the superseded data were derived.
 OO1353
 OO1353_MARKER: DV = VERTICAL CONTROL DISK
 OO1353_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 OO1353+WITH SETTING: PAVEMENT
 OO1353_SP_SET: SIGN FOUNDATION
 OO1353_STAMPING: 2280 BP 1980
 OO1353_MARK LOGO: MNHD
 OO1353_MAGNETIC: N = NO MAGNETIC MATERIAL
 OO1353_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OO1353+STABILITY: SURFACE MOTION
 OO1353_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 OO1353+SATELLITE: SATELLITE OBSERVATIONS - July 17, 2018
 OO1353
 OO1353  HISTORY     - Date     Condition        Report By
 OO1353  HISTORY     - 19800520 MONUMENTED       MNDT
 OO1353  HISTORY     - 20110913 GOOD             MNDT
 OO1353  HISTORY     - 20160706 GOOD             MNDT
 OO1353  HISTORY     - 20180717 GOOD             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.
 OO1353
 OO1353                          STATION RECOVERY (2011)
 OO1353
 OO1353'RECOVERY NOTE BY MN DEPT OF TRANSP 2011 (KMS)
 OO1353'THE MARK IS 6.4 MI (10.3 KM) NORTH OF BRICELYN.
 OO1353'
 OO1353'TO REACH THE MARK GO 0.3 MI (0.5 KM) EAST OF THE JUNCTION OF
 OO1353'INTERSTATE HIGHWAY 90 AND TRUNK HIGHWAY 253, IN SOUTH SIDE OF CONCRETE
 OO1353'BASE OF SOUTH LEG OF WESTBOUND INTERSTATE HIGHWAY 90 EXIT SIGN (TH
 OO1353'253-TH 21-BRICELYN- MINNESOTA LAKE).
 OO1353'
 OO1353'THE MARK IS LOCATED 35.5 FT (10.8 M) NORTH OF WESTBOUND INTERSTATE
 OO1353'HIGHWAY 90, AT INTERSTATE HIGHWAY 90 MILE POINT 134.95.
 OO1353
 OO1353                          STATION RECOVERY (2016)
 OO1353
 OO1353'RECOVERY NOTE BY MN DEPT OF TRANSP 2016 (TJD)
 OO1353'RECOVERED AS DESCRIBED.
 OO1353
 OO1353                          STATION RECOVERY (2018)
 OO1353
 OO1353'RECOVERY NOTE BY MN DEPT OF TRANSP 2018 (TJD)
 OO1353'6.4 MI (10.3 KM) NORTH OF BRICELYN, 0.3 MI (0.5 KM) EAST OF THE
 OO1353'JUNCTION OF INTERSTATE HIGHWAY 90 AND TRUNK HIGHWAY 253 (THE JUNCTION
 OO1353'IS 6.3 MI (10.1 KM) NORTH OF BRICELYN), IN THE SOUTH SIDE OF THE
 OO1353'CONCRETE BASE OF THE SOUTH LEG OF WESTBOUND INTERSTATE HIGHWAY 90 EXIT
 OO1353'SIGN (TRUNK HIGHWAY 253/TRUNK HIGHWAY 21/BRICELYN/MINNESOTA LAKE), AT
 OO1353'INTERSTATE HIGHWAY 90 MILE POINT 134.95, 35.5 FT (10.8 M) NORTH OF
 OO1353'WESTBOUND INTERSTATE HIGHWAY 90.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 OO1354 ***********************************************************************
 OO1354  DESIGNATION -  2280 BQ
 OO1354  PID         -  OO1354
 OO1354  STATE/COUNTY-  MN/FARIBAULT
 OO1354  COUNTRY     -  US
 OO1354  USGS QUAD   -  BRUSH CREEK (2019)
 OO1354
 OO1354                         *CURRENT SURVEY CONTROL
 OO1354  ______________________________________________________________________
 OO1354* NAD 83(1986) POSITION- 43 38 56.18   (N) 093 47 26.07   (W)   HD_HELD1
 OO1354* NAVD 88 ORTHO HEIGHT -   351.591 (meters)     1153.51  (feet) ADJUSTED
 OO1354  ______________________________________________________________________
 OO1354  GEOID HEIGHT    -        -29.123 (meters)                     GEOID18
 OO1354  DYNAMIC HEIGHT  -        351.507 (meters)     1153.24  (feet) COMP
 OO1354  MODELED GRAVITY -    980,371.0   (mgal)                       NAVD 88
 OO1354
 OO1354  VERT ORDER      -  SECOND    CLASS I
 OO1354
 OO1354.The horizontal coordinates were determined by differentially corrected
 OO1354.hand held GPS observations or other comparable positioning techniques
 OO1354.and have an estimated accuracy of +/- 3 meters.
 OO1354
 OO1354.The orthometric height was determined by differential leveling and
 OO1354.adjusted by the NATIONAL GEODETIC SURVEY
 OO1354.in May 2019.
 OO1354
 OO1354.Significant digits in the geoid height do not necessarily reflect accuracy.
 OO1354.GEOID18 height accuracy estimate available here.
 OO1354
 OO1354.Click photographs - Photos may exist for this station.
 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     -   172,128.0     816,896.4     MT  (+/- 3 meters HH1 GPS) 
 OO1354
 OO1354_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVJ3624333186(NAD 83)
 OO1354
 OO1354                          SUPERSEDED SURVEY CONTROL
 OO1354
 OO1354  NAVD 88 (06/15/91)  351.597  (m)         1153.53   (f) SUPERSEDED  1 2
 OO1354
 OO1354.Superseded values are not recommended for survey control.
 OO1354
 OO1354.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OO1354.See file dsdata.pdf to determine how the superseded data were derived.
 OO1354
 OO1354_MARKER: DV = VERTICAL CONTROL DISK
 OO1354_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 OO1354_SP_SET: BRIDGE ABUTMENT
 OO1354_STAMPING: 2280 BQ 1980
 OO1354_MARK LOGO: MNHD
 OO1354_MAGNETIC: N = NO MAGNETIC MATERIAL
 OO1354_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OO1354_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 OO1354+SATELLITE: SATELLITE OBSERVATIONS - July 17, 2018
 OO1354
 OO1354  HISTORY     - Date     Condition        Report By
 OO1354  HISTORY     - 19800520 MONUMENTED       MNHD
 OO1354  HISTORY     - 19900907 GOOD             NGS
 OO1354  HISTORY     - 20160706 GOOD             MNDT
 OO1354  HISTORY     - 20180717 GOOD             MNDT
 OO1354
 OO1354                          STATION DESCRIPTION
 OO1354
 OO1354'DESCRIBED BY MN HIGHWAY DEPT 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.
 OO1354
 OO1354                          STATION RECOVERY (2016)
 OO1354
 OO1354'RECOVERY NOTE BY MN DEPT OF TRANSP 2016 (TJD)
 OO1354'THE MARK IS LOCATED ABOUT 6.3 MI (10.1 KM) NORTH-NORTHEAST OF
 OO1354'BRICELYN.
 OO1354'
 OO1354'TO REACH THE MARK GO 0.9 MI (1.4 KM) EAST OF THE JUNCTION OF
 OO1354'INTERSTATE HIGHWAY 90 AND TRUNK HIGHWAY 253 (JUNCTION IS 6.3 MI (10.1
 OO1354'KM) NORTH OF BRICELYN), IN SOUTHEAST CORNER OF INTERSTATE HIGHWAY 90
 OO1354'BRIDGE NUMBER 22816 OVER EAST BRANCH OF BLUE EARTH RIVER, AT
 OO1354'INTERSTATE HIGHWAY 90 MILE POINT 135.45.
 OO1354'
 OO1354'THE MARK IS LOCATED 9.5 FT (2.9 M) NORTHWEST OF SOUTHEAST END OF EAST
 OO1354'CONCRETE ABUTMENT, 26.2 FT (8.0 M) SOUTH OF EASTBOUND INTERSTATE
 OO1354'HIGHWAY 90.
 OO1354
 OO1354                          STATION RECOVERY (2018)
 OO1354
 OO1354'RECOVERY NOTE BY MN DEPT OF TRANSP 2018 (TJD)
 OO1354'6.3 MI (10.1 KM) NORTH-NORTHEAST OF BRICELYN, IN THE SOUTHEAST CORNER
 OO1354'OF INTERSTATE HIGHWAY 90 BRIDGE NUMBER 22816 OVER THE EAST BRANCH OF
 OO1354'THE BLUE EARTH RIVER, 0.9 MI (1.4 KM) EAST OF THE JUNCTION OF
 OO1354'INTERSTATE HIGHWAY 90 AND TRUNK HIGHWAY 253 (THE JUNCTION IS 6.3 MI
 OO1354'(10.1 KM) NORTH OF BRICELYN), AT INTERSTATE HIGHWAY 90 MILE POINT
 OO1354'135.45, 26.2 FT (8.0 M) SOUTH OF EASTBOUND INTERSTATE HIGHWAY 90, 9.5
 OO1354'FT (2.9 M) NORTHWEST OF THE SOUTHEAST END OF THE EAST CONCRETE
 OO1354'ABUTMENT.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 OO1356 ***********************************************************************
 OO1356  DESIGNATION -  2280 BS
 OO1356  PID         -  OO1356
 OO1356  STATE/COUNTY-  MN/FARIBAULT
 OO1356  COUNTRY     -  US
 OO1356  USGS QUAD   -  BRUSH CREEK (2019)
 OO1356
 OO1356                         *CURRENT SURVEY CONTROL
 OO1356  ______________________________________________________________________
 OO1356* NAD 83(2011) POSITION- 43 39 04.25683(N) 093 45 35.83783(W)   ADJUSTED
 OO1356* NAD 83(2011) ELLIP HT-   319.701 (meters)        (06/27/12)   ADJUSTED
 OO1356* NAD 83(2011) EPOCH   -  2010.00
 OO1356* NAVD 88 ORTHO HEIGHT -   348.888 (meters)     1144.64  (feet) ADJUSTED
 OO1356  ______________________________________________________________________
 OO1356  GEOID HEIGHT    -        -29.188 (meters)                     GEOID18
 OO1356  NAD 83(2011) X  -   -303,130.357 (meters)                     COMP
 OO1356  NAD 83(2011) Y  - -4,612,595.499 (meters)                     COMP
 OO1356  NAD 83(2011) Z  -  4,380,351.266 (meters)                     COMP
 OO1356  LAPLACE CORR    -         -4.87  (seconds)                    DEFLEC18
 OO1356  DYNAMIC HEIGHT  -        348.804 (meters)     1144.37  (feet) COMP
 OO1356  MODELED GRAVITY -    980,367.8   (mgal)                       NAVD 88
 OO1356
 OO1356  VERT ORDER      -  SECOND    CLASS I
 OO1356
 OO1356  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 OO1356  Standards:
 OO1356         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 OO1356            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 OO1356  -------------------------------------------------------------------
 OO1356  NETWORK    0.48   0.55           0.22   0.16   0.28     -0.05601098
 OO1356  -------------------------------------------------------------------
 OO1356  Click here for local accuracies and other accuracy information.
 OO1356
 OO1356.The horizontal coordinates were established by GPS observations
 OO1356.and adjusted by the National Geodetic Survey in June 2012.
 OO1356
 OO1356.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 OO1356.been affixed to the stable North American tectonic plate. See 
 OO1356.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 OO1356
 OO1356.The horizontal coordinates are valid at the epoch date displayed above
 OO1356.which is a decimal equivalence of Year/Month/Day.
 OO1356
 OO1356.The orthometric height was determined by differential leveling and
 OO1356.adjusted by the NATIONAL GEODETIC SURVEY
 OO1356.in May 2019.
 OO1356
 OO1356.Significant digits in the geoid height do not necessarily reflect accuracy.
 OO1356.GEOID18 height accuracy estimate available here.
 OO1356
 OO1356.Click photographs - Photos may exist for this station.
 OO1356
 OO1356.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 OO1356
 OO1356.The Laplace correction was computed from DEFLEC18 derived deflections.
 OO1356
 OO1356.The ellipsoidal height was determined by GPS observations
 OO1356.and is referenced to NAD 83.
 OO1356
 OO1356.The dynamic height is computed by dividing the NAVD 88
 OO1356.geopotential number by the normal gravity value computed on the
 OO1356.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OO1356.degrees latitude (g = 980.6199 gals.).
 OO1356
 OO1356.The modeled gravity was interpolated from observed gravity values.
 OO1356
 OO1356. The following values were computed from the NAD 83(2011) position.
 OO1356
 OO1356;                    North         East     Units Scale Factor Converg.
 OO1356;SPC MN S     -   172,384.033   819,366.115   MT  1.00003125   +0 10 05.7
 OO1356;SPC MN S     -   565,563.28  2,688,203.66   sFT  1.00003125   +0 10 05.7
 OO1356;UTM  15      - 4,833,412.185   438,715.375   MT  0.99964620   -0 31 28.5
 OO1356
 OO1356!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OO1356!SPC MN S     -   0.99994987  x   1.00003125  =   0.99998112
 OO1356!UTM  15      -   0.99994987  x   0.99964620  =   0.99959609
 OO1356
 OO1356_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVJ3871533412(NAD 83)
 OO1356
 OO1356                          SUPERSEDED SURVEY CONTROL
 OO1356
 OO1356  NAD 83(2007)-  43 39 04.25693(N)    093 45 35.83859(W) AD(2002.00) 0
 OO1356  ELLIP H (02/10/07)  319.724  (m)                       GP(2002.00)    
 OO1356  NAD 83(1996)-  43 39 04.25613(N)    093 45 35.83792(W) AD(       ) 1
 OO1356  ELLIP H (02/05/03)  319.787  (m)                       GP(       ) 3 2
 OO1356  NAVD 88             348.89   (m)         1144.6    (f) LEVELING    3  
 OO1356  NAVD 88 (06/15/91)  348.892  (m)         1144.66   (f) SUPERSEDED  2 1
 OO1356
 OO1356.Superseded values are not recommended for survey control.
 OO1356
 OO1356.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OO1356.See file dsdata.pdf to determine how the superseded data were derived.
 OO1356
 OO1356_MARKER: DV = VERTICAL CONTROL DISK
 OO1356_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 OO1356_STAMPING: 2280 BS 1980
 OO1356_MARK LOGO: MNHD
 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 - August 24, 2023
 OO1356_ROD/PIPE-DEPTH: 9.8 meters
 OO1356
 OO1356  HISTORY     - Date     Condition        Report By
 OO1356  HISTORY     - 19800520 MONUMENTED       MNHD
 OO1356  HISTORY     - 19961119 GOOD             MNDT
 OO1356  HISTORY     - 20160706 GOOD             MNDT
 OO1356  HISTORY     - 20180717 GOOD             MNDT
 OO1356  HISTORY     - 20190827 GOOD             MNDT
 OO1356  HISTORY     - 20230824 GOOD             MNDT
 OO1356
 OO1356                          STATION DESCRIPTION
 OO1356
 OO1356'DESCRIBED BY MN HIGHWAY DEPT 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.
 OO1356
 OO1356                          STATION RECOVERY (2016)
 OO1356
 OO1356'RECOVERY NOTE BY MN DEPT OF TRANSP 2016 (TJD)
 OO1356'THE MARK IS LOCATED ABOUT 6.75 MI (10.86 KM) SOUTH-SOUTHWEST OF WELLS.
 OO1356'TO REACH THE MARK GO 1.7 MI (2.7 KM) WEST OF THE JUNCTION OF
 OO1356'INTERSTATE HIGHWAY 90 AND TRUNK HIGHWAY 22 (JUNCTION IS 6.0 MI (9.7
 OO1356'KM) SOUTH OF WELLS), AT INTERSTATE HIGHWAY 90 MILE POINT 137.0.
 OO1356'
 OO1356'THE MARK IS LOCATED 97.5 FT (29.7 M) NORTH OF WESTBOUND INTERSTATE
 OO1356'HIGHWAY 90, 140.0 FT (42.7 M) NORTHEAST OF INTERSTATE HIGHWAY 90
 OO1356'MILEPOST 137.0 POST, 111.8 FT (34.1 M) NORTH OF WESTBOUND INTERSTATE
 OO1356'HIGHWAY 90 STATION 1310 STENCIL, 1.5 FT (0.5 M) SOUTH OF RIGHT-OF-WAY
 OO1356'FENCE, 0.8 FT (24 CM) SOUTH OF A WITNESS POST.
 OO1356
 OO1356                          STATION RECOVERY (2018)
 OO1356
 OO1356'RECOVERY NOTE BY MN DEPT OF TRANSP 2018 (TJD)
 OO1356'6.75 MI (10.86 KM) SOUTH-SOUTHWEST OF WELLS, 1.7 MI (2.7 KM) WEST OF
 OO1356'THE JUNCTION OF INTERSTATE HIGHWAY 90 AND TRUNK HIGHWAY 22 (THE
 OO1356'JUNCTION IS 6.0 MI (9.7 KM) SOUTH OF WELLS), AT INTERSTATE HIGHWAY 90
 OO1356'MILE POINT 137.0, 97.5 FT (29.7 M) NORTH OF WESTBOUND INTERSTATE
 OO1356'HIGHWAY 90, 140.0 FT (42.7 M) NORTHEAST OF INTERSTATE HIGHWAY 90
 OO1356'MILEPOST 137.0, 111.8 FT (34.1 M) NORTH OF WESTBOUND INTERSTATE
 OO1356'HIGHWAY 90 STATION 1310 STENCIL, 1.5 FT (0.5 M) SOUTH OF A
 OO1356'RIGHT-OF-WAY FENCE, 0.8 FT (24 CM) SOUTH OF A WITNESS POST.
 OO1356
 OO1356                          STATION RECOVERY (2019)
 OO1356
 OO1356'RECOVERY NOTE BY MN DEPT OF TRANSP 2019 (MPP)
 OO1356'RECOVERED IN GOOD CONDITION.
 OO1356
 OO1356                          STATION RECOVERY (2023)
 OO1356
 OO1356'RECOVERY NOTE BY MN DEPT OF TRANSP 2023 (JXK)
 OO1356'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 OO1359 ***********************************************************************
 OO1359  DESIGNATION -  2280 BU
 OO1359  PID         -  OO1359
 OO1359  STATE/COUNTY-  MN/FARIBAULT
 OO1359  COUNTRY     -  US
 OO1359  USGS QUAD   -  WELLS (2019)
 OO1359
 OO1359                         *CURRENT SURVEY CONTROL
 OO1359  ______________________________________________________________________
 OO1359* NAD 83(1986) POSITION- 43 39 27.26   (N) 093 43 41.55   (W)   HD_HELD1
 OO1359* NAVD 88 ORTHO HEIGHT -   360.962 (meters)     1184.26  (feet) ADJUSTED
 OO1359  ______________________________________________________________________
 OO1359  GEOID HEIGHT    -        -29.249 (meters)                     GEOID18
 OO1359  DYNAMIC HEIGHT  -        360.874 (meters)     1183.97  (feet) COMP
 OO1359  MODELED GRAVITY -    980,364.7   (mgal)                       NAVD 88
 OO1359
 OO1359  VERT ORDER      -  SECOND    CLASS I
 OO1359
 OO1359.The horizontal coordinates were determined by differentially corrected
 OO1359.hand held GPS observations or other comparable positioning techniques
 OO1359.and have an estimated accuracy of +/- 3 meters.
 OO1359
 OO1359.The orthometric height was determined by differential leveling and
 OO1359.adjusted by the NATIONAL GEODETIC SURVEY
 OO1359.in May 2019.
 OO1359
 OO1359.Significant digits in the geoid height do not necessarily reflect accuracy.
 OO1359.GEOID18 height accuracy estimate available here.
 OO1359
 OO1359.Click photographs - Photos may exist for this station.
 OO1359
 OO1359.The dynamic height is computed by dividing the NAVD 88
 OO1359.geopotential number by the normal gravity value computed on the
 OO1359.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OO1359.degrees latitude (g = 980.6199 gals.).
 OO1359
 OO1359.The modeled gravity was interpolated from observed gravity values.
 OO1359
 OO1359;                    North         East    Units  Estimated Accuracy
 OO1359;SPC MN S     -   173,102.0     821,925.0     MT  (+/- 3 meters HH1 GPS) 
 OO1359
 OO1359_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVJ4128134098(NAD 83)
 OO1359
 OO1359                          SUPERSEDED SURVEY CONTROL
 OO1359
 OO1359  NAVD 88 (10/06/08)  360.983  (m)         1184.33   (f) SUPERSEDED  2 1
 OO1359  NAVD 88 (06/15/91)  360.970  (m)         1184.28   (f) SUPERSEDED  1 2
 OO1359
 OO1359.Superseded values are not recommended for survey control.
 OO1359
 OO1359.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OO1359.See file dsdata.pdf to determine how the superseded data were derived.
 OO1359
 OO1359_MARKER: DB = BENCH MARK DISK
 OO1359_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 OO1359_SP_SET: BRIDGE ABUTMENT
 OO1359_STAMPING: 2280 BU 1980
 OO1359_MARK LOGO: MNHD
 OO1359_MAGNETIC: N = NO MAGNETIC MATERIAL
 OO1359_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OO1359_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 OO1359+SATELLITE: SATELLITE OBSERVATIONS - July 17, 2018
 OO1359
 OO1359  HISTORY     - Date     Condition        Report By
 OO1359  HISTORY     - 1980     MONUMENTED       MNDT
 OO1359  HISTORY     - 19900907 GOOD             NGS
 OO1359  HISTORY     - 20051010 GOOD             MNDT
 OO1359  HISTORY     - 20160705 GOOD             MNDT
 OO1359  HISTORY     - 20180717 GOOD             MNDT
 OO1359
 OO1359                          STATION DESCRIPTION
 OO1359
 OO1359'DESCRIBED BY MN DEPT OF TRANSP 1980
 OO1359'6.1 MI SOUTH FROM WELLS.
 OO1359'THE MARK IS LOCATED AT THE JUNCTION OF INTERSTATE HIGHWAY 90 AND
 OO1359'TRUNK HIGHWAY 22 SOUTH OF WELLS NEAR HIGHWAY 90 MILE POINT 138.8 IN
 OO1359'THE NW 1/4 OF SECTION 9, T102N, R24W.  THE MARK IS 26 FEET EAST OF
 OO1359'AND 0.5 FOOT HIGHER THAN THE CENTERLINE OF HIGHWAY 22 IN THE ABUTMENT
 OO1359'OF BRIDGE NUMBER 22814 CARRYING HIGHWAY 22 OVER HIGHWAY 90.  THE
 OO1359'MARK, A STANDARD MNHD BENCH MARK DIST STAMPED---2280 BU 1980---, IS
 OO1359'CEMENTED IN A DRILL HOLE IN THE ABUTMENT.
 OO1359
 OO1359                          STATION RECOVERY (1990)
 OO1359
 OO1359'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990
 OO1359'26.0 KM (16.2 MI) WESTERLY ALONG INTERSTATE HIGHWAY 90 FROM THE
 OO1359'JUNCTION OF STATE HIGHWAY 13 (EXIT 154) IN ALBERT LEA, IN TOP OF AND
 OO1359'3.5 M (11.5 FT) SOUTHWEST OF THE NORTHEAST END OF THE SOUTH CONCRETE
 OO1359'ABUTMENT OF STATE HIGHWAY 22 OVERPASS (EXIT 138) OF THE HIGHWAY, 36.3
 OO1359'M (119.1 FT) SOUTH OF THE CENTERLINE OF THE EASTBOUND LANES OF THE
 OO1359'INTERSTATE HIGHWAY, AND 8.0 M (26.2 FT) EAST OF AND LEVEL WITH THE
 OO1359'STATE HIGHWAY CENTERLINE.
 OO1359
 OO1359                          STATION RECOVERY (2005)
 OO1359
 OO1359'RECOVERY NOTE BY MN DEPT OF TRANSP 2005 (MPP)
 OO1359'RECOVERED AS DESCRIBED.
 OO1359
 OO1359                          STATION RECOVERY (2016)
 OO1359
 OO1359'RECOVERY NOTE BY MN DEPT OF TRANSP 2016 (KMS)
 OO1359'RECOVERED AS DESCRIBED.
 OO1359
 OO1359                          STATION RECOVERY (2018)
 OO1359
 OO1359'RECOVERY NOTE BY MN DEPT OF TRANSP 2018 (TJD)
 OO1359'6.1 MI (9.8 KM) SOUTH OF WELLS, IN THE SOUTHEAST CORNER OF TRUNK
 OO1359'HIGHWAY 22 BRIDGE NUMBER 22814 OVER INTERSTATE HIGHWAY 90, AT THE
 OO1359'JUNCTION OF INTERSTATE HIGHWAY 90 AND TRUNK HIGHWAY 22 (THE JUNCTION
 OO1359'IS 6.0 MI (9.7 KM) SOUTH OF WELLS), AT TRUNK HIGHWAY 22 MILE POINT
 OO1359'12.1, 119.1 FT (36.3 M) SOUTH OF EASTBOUND INTERSTATE HIGHWAY 90, 26.0
 OO1359'FT (7.9 M) EAST OF TRUNK HIGHWAY 22, 11.5 FT (3.5 M) SOUTHWEST OF THE
 OO1359'NORTHEAST END OF THE SOUTH CONCRETE ABUTMENT.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 OO1416 ***********************************************************************
 OO1416  DESIGNATION -  2280 BV
 OO1416  PID         -  OO1416
 OO1416  STATE/COUNTY-  MN/FARIBAULT
 OO1416  COUNTRY     -  US
 OO1416  USGS QUAD   -  WELLS (2019)
 OO1416
 OO1416                         *CURRENT SURVEY CONTROL
 OO1416  ______________________________________________________________________
 OO1416* NAD 83(2011) POSITION- 43 39 32.70950(N) 093 42 45.48818(W)   ADJUSTED
 OO1416* NAD 83(2011) ELLIP HT-   323.458 (meters)        (06/27/12)   ADJUSTED
 OO1416* NAD 83(2011) EPOCH   -  2010.00
 OO1416* NAVD 88 ORTHO HEIGHT -   352.728 (meters)     1157.24  (feet) ADJUSTED
 OO1416  ______________________________________________________________________
 OO1416  GEOID HEIGHT    -        -29.278 (meters)                     GEOID18
 OO1416  NAD 83(2011) X  -   -299,281.733 (meters)                     COMP
 OO1416  NAD 83(2011) Y  - -4,612,242.045 (meters)                     COMP
 OO1416  NAD 83(2011) Z  -  4,380,989.222 (meters)                     COMP
 OO1416  LAPLACE CORR    -         -4.27  (seconds)                    DEFLEC18
 OO1416  DYNAMIC HEIGHT  -        352.641 (meters)     1156.96  (feet) COMP
 OO1416  MODELED GRAVITY -    980,363.3   (mgal)                       NAVD 88
 OO1416
 OO1416  VERT ORDER      -  SECOND    CLASS I
 OO1416
 OO1416  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 OO1416  Standards:
 OO1416         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 OO1416            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 OO1416  -------------------------------------------------------------------
 OO1416  NETWORK    0.33   0.45           0.15   0.11   0.23     -0.02031769
 OO1416  -------------------------------------------------------------------
 OO1416  Click here for local accuracies and other accuracy information.
 OO1416
 OO1416.The horizontal coordinates were established by GPS observations
 OO1416.and adjusted by the National Geodetic Survey in June 2012.
 OO1416
 OO1416.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 OO1416.been affixed to the stable North American tectonic plate. See 
 OO1416.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 OO1416
 OO1416.The horizontal coordinates are valid at the epoch date displayed above
 OO1416.which is a decimal equivalence of Year/Month/Day.
 OO1416
 OO1416.The orthometric height was determined by differential leveling and
 OO1416.adjusted by the NATIONAL GEODETIC SURVEY
 OO1416.in May 2019.
 OO1416
 OO1416.Significant digits in the geoid height do not necessarily reflect accuracy.
 OO1416.GEOID18 height accuracy estimate available here.
 OO1416
 OO1416.Click photographs - Photos may exist for this station.
 OO1416
 OO1416.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 OO1416
 OO1416.The Laplace correction was computed from DEFLEC18 derived deflections.
 OO1416
 OO1416.The ellipsoidal height was determined by GPS observations
 OO1416.and is referenced to NAD 83.
 OO1416
 OO1416.The dynamic height is computed by dividing the NAVD 88
 OO1416.geopotential number by the normal gravity value computed on the
 OO1416.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OO1416.degrees latitude (g = 980.6199 gals.).
 OO1416
 OO1416.The modeled gravity was interpolated from observed gravity values.
 OO1416
 OO1416. The following values were computed from the NAD 83(2011) position.
 OO1416
 OO1416;                    North         East     Units Scale Factor Converg.
 OO1416;SPC MN S     -   173,274.494   823,180.597   MT  1.00002924   +0 12 05.1
 OO1416;SPC MN S     -   568,484.74  2,700,718.34   sFT  1.00002924   +0 12 05.1
 OO1416;UTM  15      - 4,834,256.111   442,538.870   MT  0.99964061   -0 29 31.2
 OO1416
 OO1416!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OO1416!SPC MN S     -   0.99994928  x   1.00002924  =   0.99997852
 OO1416!UTM  15      -   0.99994928  x   0.99964061  =   0.99958991
 OO1416
 OO1416:                Primary Azimuth Mark                     Grid Az
 OO1416:SPC MN S     -  2280 BW                                  089 45 41.0
 OO1416:UTM  15      -  2280 BW                                  090 27 17.3
 OO1416
 OO1416_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVJ4253834256(NAD 83)
 OO1416
 OO1416|---------------------------------------------------------------------|
 OO1416| PID    Reference Object                     Distance      Geod. Az  |
 OO1416|                                                           dddmmss.s |
 OO1416| OO1417 2280 BW                             APPROX. 1.2 KM 0895746.1 |
 OO1416|---------------------------------------------------------------------|
 OO1416
 OO1416                          SUPERSEDED SURVEY CONTROL
 OO1416
 OO1416  NAD 83(2007)-  43 39 32.70963(N)    093 42 45.48894(W) AD(2002.00) 0
 OO1416  ELLIP H (02/10/07)  323.481  (m)                       GP(2002.00)    
 OO1416  NAD 83(1996)-  43 39 32.70882(N)    093 42 45.48826(W) AD(       ) 1
 OO1416  ELLIP H (02/05/03)  323.542  (m)                       GP(       ) 3 2
 OO1416  NAD 83(1996)-  43 39 32.70877(N)    093 42 45.48795(W) AD(       ) 1
 OO1416  ELLIP H (03/16/99)  323.538  (m)                       GP(       ) 4 1
 OO1416  NAD 83(1986)-  43 39 32.69299(N)    093 42 45.48461(W) AD(       ) 1
 OO1416  NAVD 88             352.73   (m)         1157.2    (f) LEVELING    3  
 OO1416  NAVD 88 (06/15/91)  352.732  (m)         1157.25   (f) SUPERSEDED  1 2
 OO1416
 OO1416.Superseded values are not recommended for survey control.
 OO1416
 OO1416.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OO1416.See file dsdata.pdf to determine how the superseded data were derived.
 OO1416
 OO1416_MARKER: DV = VERTICAL CONTROL DISK
 OO1416_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 OO1416_STAMPING: 2280 BV 1980
 OO1416_MARK LOGO: MNHD
 OO1416_PROJECTION: RECESSED 8 CENTIMETERS
 OO1416_MAGNETIC: I = MARKER IS A STEEL ROD
 OO1416_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OO1416_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OO1416+SATELLITE: SATELLITE OBSERVATIONS - August 24, 2023
 OO1416_ROD/PIPE-DEPTH: 7.3 meters
 OO1416
 OO1416  HISTORY     - Date     Condition        Report By
 OO1416  HISTORY     - 19800520 MONUMENTED       MNHD
 OO1416  HISTORY     - 19900907 GOOD             NGS
 OO1416  HISTORY     - 19940413 GOOD             MNDT
 OO1416  HISTORY     - 19961119 GOOD             MNDT
 OO1416  HISTORY     - 20000401 GOOD             MNDT
 OO1416  HISTORY     - 20160705 GOOD             MNDT
 OO1416  HISTORY     - 20180717 GOOD             MNDT
 OO1416  HISTORY     - 20201125 GOOD             MNDT
 OO1416  HISTORY     - 20230824 GOOD             MNDT
 OO1416  HISTORY     - 20230824 GOOD             MNDT
 OO1416
 OO1416                          STATION DESCRIPTION
 OO1416
 OO1416'DESCRIBED BY MN HIGHWAY DEPT 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
 OO1416
 OO1416                          STATION RECOVERY (2016)
 OO1416
 OO1416'RECOVERY NOTE BY MN DEPT OF TRANSP 2016 (KMS)
 OO1416'THE MARK IS LOCATED ABOUT 6.0 MI (9.7 KM) SOUTH-SOUTHEAST OF WELLS.
 OO1416'
 OO1416'TO REACH THE MARK GO 0.8 MI (1.3 KM) EAST ALONG INTERSTATE HIGHWAY 90
 OO1416'FROM THE JUNCTION OF INTERSTATE HIGHWAY 90 AND TRUNK HIGHWAY 22
 OO1416'(JUNCTION IS 6.0 MI (9.7 KM) SOUTH OF WELLS), AT INTERSTATE HIGHWAY 90
 OO1416'MILE POINT 139.5.
 OO1416'
 OO1416'THE MARK IS LOCATED 98.1 FT (29.9 M) SOUTH OF EASTBOUND INTERSTATE
 OO1416'HIGHWAY 90, 1.3 FT (0.4 M) NORTH OF RIGHT-OF-WAY FENCE, 1.0 FT (0.3 M)
 OO1416'NORTH OF A WITNESS POST.
 OO1416
 OO1416                          STATION RECOVERY (2018)
 OO1416
 OO1416'RECOVERY NOTE BY MN DEPT OF TRANSP 2018 (TJD)
 OO1416'6.0 MI (9.7 KM) SOUTH-SOUTHEAST OF WELLS, 0.8 MI (1.3 KM) EAST ALONG
 OO1416'INTERSTATE HIGHWAY 90 FROM THE JUNCTION OF INTERSTATE HIGHWAY 90 AND
 OO1416'TRUNK HIGHWAY 22 (THE JUNCTION IS 6.0 MI (9.7 KM) SOUTH OF WELLS), AT
 OO1416'INTERSTATE HIGHWAY 90 MILE POINT 139.5, 98.1 FT (29.9 M) SOUTH OF
 OO1416'EASTBOUND INTERSTATE HIGHWAY 90, 1.3 FT (0.4 M) NORTH OF A
 OO1416'RIGHT-OF-WAY FENCE, 1.0 FT (0.3 M) NORTH OF A WITNESS POST.
 OO1416
 OO1416                          STATION RECOVERY (2020)
 OO1416
 OO1416'RECOVERY NOTE BY MN DEPT OF TRANSP 2020 (KMS)
 OO1416'RECOVERED IN GOOD CONDITION.
 OO1416
 OO1416                          STATION RECOVERY (2023)
 OO1416
 OO1416'RECOVERY NOTE BY MN DEPT OF TRANSP 2023 (JXK)
 OO1416'RECOVERED AS DESCRIBED.
 OO1416
 OO1416                          STATION RECOVERY (2023)
 OO1416
 OO1416'RECOVERY NOTE BY MN DEPT OF TRANSP 2023 (JXK)
 OO1416'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 OO1417 ***********************************************************************
 OO1417  DESIGNATION -  2280 BW
 OO1417  PID         -  OO1417
 OO1417  STATE/COUNTY-  MN/FARIBAULT
 OO1417  COUNTRY     -  US
 OO1417  USGS QUAD   -  WELLS (2019)
 OO1417
 OO1417                         *CURRENT SURVEY CONTROL
 OO1417  ______________________________________________________________________
 OO1417* NAD 83(2011) POSITION- 43 39 32.73051(N) 093 41 54.11571(W)   ADJUSTED
 OO1417* NAD 83(2011) ELLIP HT-   325.745 (meters)        (06/27/12)   ADJUSTED
 OO1417* NAD 83(2011) EPOCH   -  2010.00
 OO1417* NAVD 88 ORTHO HEIGHT -   355.038 (meters)     1164.82  (feet) ADJUSTED
 OO1417  ______________________________________________________________________
 OO1417  GEOID HEIGHT    -        -29.303 (meters)                     GEOID18
 OO1417  NAD 83(2011) X  -   -298,133.073 (meters)                     COMP
 OO1417  NAD 83(2011) Y  - -4,612,317.646 (meters)                     COMP
 OO1417  NAD 83(2011) Z  -  4,380,991.270 (meters)                     COMP
 OO1417  LAPLACE CORR    -         -3.98  (seconds)                    DEFLEC18
 OO1417  DYNAMIC HEIGHT  -        354.950 (meters)     1164.53  (feet) COMP
 OO1417  MODELED GRAVITY -    980,362.0   (mgal)                       NAVD 88
 OO1417
 OO1417  VERT ORDER      -  SECOND    CLASS I
 OO1417
 OO1417  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 OO1417  Standards:
 OO1417         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 OO1417            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 OO1417  -------------------------------------------------------------------
 OO1417  NETWORK    0.45   0.49           0.21   0.15   0.25      0.13766085
 OO1417  -------------------------------------------------------------------
 OO1417  Click here for local accuracies and other accuracy information.
 OO1417
 OO1417.The horizontal coordinates were established by GPS observations
 OO1417.and adjusted by the National Geodetic Survey in June 2012.
 OO1417
 OO1417.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 OO1417.been affixed to the stable North American tectonic plate. See 
 OO1417.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 OO1417
 OO1417.The horizontal coordinates are valid at the epoch date displayed above
 OO1417.which is a decimal equivalence of Year/Month/Day.
 OO1417
 OO1417.The orthometric height was determined by differential leveling and
 OO1417.adjusted by the NATIONAL GEODETIC SURVEY
 OO1417.in May 2019.
 OO1417
 OO1417.Significant digits in the geoid height do not necessarily reflect accuracy.
 OO1417.GEOID18 height accuracy estimate available here.
 OO1417
 OO1417.Click photographs - Photos may exist for this station.
 OO1417
 OO1417.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 OO1417
 OO1417.The Laplace correction was computed from DEFLEC18 derived deflections.
 OO1417
 OO1417.The ellipsoidal height was determined by GPS observations
 OO1417.and is referenced to NAD 83.
 OO1417
 OO1417.The dynamic height is computed by dividing the NAVD 88
 OO1417.geopotential number by the normal gravity value computed on the
 OO1417.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OO1417.degrees latitude (g = 980.6199 gals.).
 OO1417
 OO1417.The modeled gravity was interpolated from observed gravity values.
 OO1417
 OO1417. The following values were computed from the NAD 83(2011) position.
 OO1417
 OO1417;                    North         East     Units Scale Factor Converg.
 OO1417;SPC MN S     -   173,279.290   824,331.707   MT  1.00002923   +0 12 41.1
 OO1417;SPC MN S     -   568,500.47  2,704,494.94   sFT  1.00002923   +0 12 41.1
 OO1417;UTM  15      - 4,834,246.977   443,689.505   MT  0.99963900   -0 28 55.7
 OO1417
 OO1417!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OO1417!SPC MN S     -   0.99994892  x   1.00002923  =   0.99997815
 OO1417!UTM  15      -   0.99994892  x   0.99963900  =   0.99958794
 OO1417
 OO1417:                Primary Azimuth Mark                     Grid Az
 OO1417:SPC MN S     -  2280 BV                                  269 45 40.4
 OO1417:UTM  15      -  2280 BV                                  270 27 17.2
 OO1417
 OO1417_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVJ4368934246(NAD 83)
 OO1417
 OO1417|---------------------------------------------------------------------|
 OO1417| PID    Reference Object                     Distance      Geod. Az  |
 OO1417|                                                           dddmmss.s |
 OO1417| OO1416 2280 BV                             APPROX. 1.2 KM 2695821.5 |
 OO1417|---------------------------------------------------------------------|
 OO1417
 OO1417                          SUPERSEDED SURVEY CONTROL
 OO1417
 OO1417  NAD 83(2007)-  43 39 32.73063(N)    093 41 54.11647(W) AD(2002.00) 0
 OO1417  ELLIP H (02/10/07)  325.767  (m)                       GP(2002.00)    
 OO1417  NAD 83(1996)-  43 39 32.72988(N)    093 41 54.11578(W) AD(       ) 1
 OO1417  ELLIP H (02/05/03)  325.832  (m)                       GP(       ) 3 2
 OO1417  NAVD 88             355.05   (m)         1164.9    (f) LEVELING    3  
 OO1417  NAVD 88 (06/15/91)  355.052  (m)         1164.87   (f) SUPERSEDED  2 1
 OO1417
 OO1417.Superseded values are not recommended for survey control.
 OO1417
 OO1417.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OO1417.See file dsdata.pdf to determine how the superseded data were derived.
 OO1417
 OO1417_MARKER: DB = BENCH MARK DISK
 OO1417_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 OO1417_STAMPING: 2280 BW 1980
 OO1417_MARK LOGO: MNHD
 OO1417_PROJECTION: PROJECTING 10 CENTIMETERS
 OO1417_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 OO1417_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OO1417_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 OO1417+SATELLITE: SATELLITE OBSERVATIONS - July 17, 2018
 OO1417
 OO1417  HISTORY     - Date     Condition        Report By
 OO1417  HISTORY     - 1980     MONUMENTED       MNDT
 OO1417  HISTORY     - 19961119 GOOD             MNDT
 OO1417  HISTORY     - 20160705 GOOD             MNDT
 OO1417  HISTORY     - 20180717 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.
 OO1417
 OO1417                          STATION RECOVERY (2016)
 OO1417
 OO1417'RECOVERY NOTE BY MN DEPT OF TRANSP 2016 (KMS)
 OO1417'RECOVERED AS DESCRIBED.
 OO1417
 OO1417                          STATION RECOVERY (2018)
 OO1417
 OO1417'RECOVERY NOTE BY MN DEPT OF TRANSP 2018 (TJD)
 OO1417'6.2 MI (10.0 KM) SOUTH-SOUTHEAST OF WELLS, 1.5 MI (2.4 KM) EAST ALONG
 OO1417'INTERSTATE HIGHWAY 90 FROM THE JUNCTION OF INTERSTATE HIGHWAY 90 AND
 OO1417'TRUNK HIGHWAY 22 (THE JUNCTION IS 6.0 MI (9.7 KM) SOUTH OF WELLS), AT
 OO1417'INTERSTATE HIGHWAY 90 MILE POINT 140.2, 98.0 FT (29.9 M) SOUTH OF
 OO1417'EASTBOUND INTERSTATE HIGHWAY 90, 19.3 FT (5.9 M) EAST OF THE EAST
 OO1417'BRACE POST ON A RIGHT-OF-WAY FENCE, 0.9 FT (27 CM) NORTH OF A
 OO1417'RIGHT-OF-WAY FENCE, 0.9 FT (27 CM) NORTH OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 OO1418 ***********************************************************************
 OO1418  DESIGNATION -  2280 BX
 OO1418  PID         -  OO1418
 OO1418  STATE/COUNTY-  MN/FARIBAULT
 OO1418  COUNTRY     -  US
 OO1418  USGS QUAD   -  WELLS (2019)
 OO1418
 OO1418                         *CURRENT SURVEY CONTROL
 OO1418  ______________________________________________________________________
 OO1418* NAD 83(1986) POSITION- 43 39 34.47   (N) 093 40 42.76   (W)   HD_HELD1
 OO1418* NAVD 88 ORTHO HEIGHT -   363.319 (meters)     1191.99  (feet) ADJUSTED
 OO1418  ______________________________________________________________________
 OO1418  GEOID HEIGHT    -        -29.335 (meters)                     GEOID18
 OO1418  DYNAMIC HEIGHT  -        363.228 (meters)     1191.69  (feet) COMP
 OO1418  MODELED GRAVITY -    980,360.4   (mgal)                       NAVD 88
 OO1418
 OO1418  VERT ORDER      -  SECOND    CLASS I
 OO1418
 OO1418.The horizontal coordinates were determined by differentially corrected
 OO1418.hand held GPS observations or other comparable positioning techniques
 OO1418.and have an estimated accuracy of +/- 3 meters.
 OO1418
 OO1418.The orthometric height was determined by differential leveling and
 OO1418.adjusted by the NATIONAL GEODETIC SURVEY
 OO1418.in May 2019.
 OO1418
 OO1418.Significant digits in the geoid height do not necessarily reflect accuracy.
 OO1418.GEOID18 height accuracy estimate available here.
 OO1418
 OO1418.Click photographs - Photos may exist for this station.
 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     -   173,339.1     825,930.4     MT  (+/- 3 meters HH1 GPS) 
 OO1418
 OO1418_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVJ4528834287(NAD 83)
 OO1418
 OO1418                          SUPERSEDED SURVEY CONTROL
 OO1418
 OO1418  NAVD 88 (06/15/91)  363.322  (m)         1192.00   (f) SUPERSEDED  1 2
 OO1418
 OO1418.Superseded values are not recommended for survey control.
 OO1418
 OO1418.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OO1418.See file dsdata.pdf to determine how the superseded data were derived.
 OO1418
 OO1418_MARKER: DV = VERTICAL CONTROL DISK
 OO1418_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 OO1418_STAMPING: 2280 BX 1980
 OO1418_MARK LOGO: MNHD
 OO1418_PROJECTION: FLUSH
 OO1418_MAGNETIC: I = MARKER IS A STEEL ROD
 OO1418_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OO1418_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 OO1418+SATELLITE: SATELLITE OBSERVATIONS - July 17, 2018
 OO1418_ROD/PIPE-DEPTH: 9.7 meters
 OO1418
 OO1418  HISTORY     - Date     Condition        Report By
 OO1418  HISTORY     - 19800520 MONUMENTED       MNHD
 OO1418  HISTORY     - 19900907 GOOD             NGS
 OO1418  HISTORY     - 20160705 GOOD             MNDT
 OO1418  HISTORY     - 20180717 GOOD             MNDT
 OO1418
 OO1418                          STATION DESCRIPTION
 OO1418
 OO1418'DESCRIBED BY MN HIGHWAY DEPT 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.
 OO1418
 OO1418                          STATION RECOVERY (2016)
 OO1418
 OO1418'RECOVERY NOTE BY MN DEPT OF TRANSP 2016 (KMS)
 OO1418'THE MARK IS LOCATED ABOUT 5.3 MI (8.5 KM) WEST OF ALDEN.
 OO1418'
 OO1418'TO REACH THE MARK GO 5.1 MI (8.2 KM) WEST ALONG INTERSTATE HIGHWAY 90
 OO1418'FROM THE JUNCTION OF INTERSTATE HIGHWAY 90 AND TRUNK HIGHWAY 109 IN
 OO1418'ALDEN, AT INTERSTATE HIGHWAY 90 MILE POINT 141.20.
 OO1418'
 OO1418'THE MARK IS LOCATED 42.5 FT (13.0 M) NORTH OF EASTBOUND INTERSTATE
 OO1418'HIGHWAY 90, 41.7 FT (12.7 M) SOUTH OF WESTBOUND INTERSTATE HIGHWAY 90,
 OO1418'17.5 FT (5.3 M) EAST OF CROSS-OVER, 1.0 FT (0.3 M) WEST OF THE WITNESS
 OO1418'POST.
 OO1418
 OO1418                          STATION RECOVERY (2018)
 OO1418
 OO1418'RECOVERY NOTE BY MN DEPT OF TRANSP 2018 (TJD)
 OO1418'5.3 MI (8.5 KM) WEST OF ALDEN, 5.1 MI (8.2 KM) WEST ALONG INTERSTATE
 OO1418'HIGHWAY 90 FROM THE JUNCTION OF INTERSTATE HIGHWAY 90 AND TRUNK
 OO1418'HIGHWAY 109 IN ALDEN, AT INTERSTATE HIGHWAY 90 MILE POINT 141.20, 42.5
 OO1418'FT (13.0 M) NORTH OF EASTBOUND INTERSTATE HIGHWAY 90, 41.7 FT (12.7 M)
 OO1418'SOUTH OF WESTBOUND INTERSTATE HIGHWAY 90, 17.5 FT (5.3 M) EAST OF A
 OO1418'CROSS-OVER, 1.0 FT (0.3 M) WEST OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 OO1419 ***********************************************************************
 OO1419  DESIGNATION -  2280 BY
 OO1419  PID         -  OO1419
 OO1419  STATE/COUNTY-  MN/FARIBAULT
 OO1419  COUNTRY     -  US
 OO1419  USGS QUAD   -  WELLS (2019)
 OO1419
 OO1419                         *CURRENT SURVEY CONTROL
 OO1419  ______________________________________________________________________
 OO1419* NAD 83(1986) POSITION- 43 39 42.08   (N) 093 40 06.02   (W)   HD_HELD1
 OO1419* NAVD 88 ORTHO HEIGHT -   373.295 (meters)     1224.72  (feet) ADJUSTED
 OO1419  ______________________________________________________________________
 OO1419  GEOID HEIGHT    -        -29.351 (meters)                     GEOID18
 OO1419  DYNAMIC HEIGHT  -        373.202 (meters)     1224.41  (feet) COMP
 OO1419  MODELED GRAVITY -    980,359.7   (mgal)                       NAVD 88
 OO1419
 OO1419  VERT ORDER      -  SECOND    CLASS I
 OO1419
 OO1419.The horizontal coordinates were determined by differentially corrected
 OO1419.hand held GPS observations or other comparable positioning techniques
 OO1419.and have an estimated accuracy of +/- 3 meters.
 OO1419
 OO1419.The orthometric height was determined by differential leveling and
 OO1419.adjusted by the NATIONAL GEODETIC SURVEY
 OO1419.in May 2019.
 OO1419
 OO1419.Significant digits in the geoid height do not necessarily reflect accuracy.
 OO1419.GEOID18 height accuracy estimate available here.
 OO1419
 OO1419.Click photographs - Photos may exist for this station.
 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     -   173,577.2     826,752.7     MT  (+/- 3 meters HH1 GPS) 
 OO1419
 OO1419_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVJ4611234515(NAD 83)
 OO1419
 OO1419                          SUPERSEDED SURVEY CONTROL
 OO1419
 OO1419  NAVD 88 (06/15/91)  373.315  (m)         1224.78   (f) SUPERSEDED  1 2
 OO1419
 OO1419.Superseded values are not recommended for survey control.
 OO1419
 OO1419.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OO1419.See file dsdata.pdf to determine how the superseded data were derived.
 OO1419
 OO1419_MARKER: DB = BENCH MARK 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: MNHD
 OO1419_MAGNETIC: N = NO MAGNETIC MATERIAL
 OO1419_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OO1419_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 OO1419+SATELLITE: SATELLITE OBSERVATIONS - July 17, 2018
 OO1419
 OO1419  HISTORY     - Date     Condition        Report By
 OO1419  HISTORY     - 1980     MONUMENTED       MNDT
 OO1419  HISTORY     - 19900907 GOOD             NGS
 OO1419  HISTORY     - 20160705 GOOD             MNDT
 OO1419  HISTORY     - 20180717 GOOD             MNDT
 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.
 OO1419
 OO1419                          STATION RECOVERY (2016)
 OO1419
 OO1419'RECOVERY NOTE BY MN DEPT OF TRANSP 2016 (KMS)
 OO1419'RECOVERED AS DESCRIBED.
 OO1419
 OO1419                          STATION RECOVERY (2018)
 OO1419
 OO1419'RECOVERY NOTE BY MN DEPT OF TRANSP 2018 (TJD)
 OO1419'4.6 MI (7.4 KM) WEST OF ALDEN, IN THE SOUTHEAST CORNER OF COUNTY ROAD
 OO1419'31 BRIDGE NUMBER 22819 OVER INTERSTATE HIGHWAY 90, 4.5 MI (7.2 KM)
 OO1419'WEST ALONG INTERSTATE HIGHWAY 90 FROM THE JUNCTION OF INTERSTATE
 OO1419'HIGHWAY 90 AND TRUNK HIGHWAY 109 IN ALDEN, AT INTERSTATE HIGHWAY 90
 OO1419'MILE POINT 141.7, 127.3 FT (38.8 M) SOUTH OF EASTBOUND INTERSTATE
 OO1419'HIGHWAY 90, 21.0 FT (6.4 M) EAST OF COUNTY ROAD 31, 6.6 FT (2.0 M)
 OO1419'WEST OF THE EAST END OF THE SOUTH CONCRETE ABUTMENT.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 OO1420 ***********************************************************************
 OO1420  DESIGNATION -  2280 BZ
 OO1420  PID         -  OO1420
 OO1420  STATE/COUNTY-  MN/FARIBAULT
 OO1420  COUNTRY     -  US
 OO1420  USGS QUAD   -  WELLS (2019)
 OO1420
 OO1420                         *CURRENT SURVEY CONTROL
 OO1420  ______________________________________________________________________
 OO1420* NAD 83(2011) POSITION- 43 39 55.42354(N) 093 39 13.03579(W)   ADJUSTED
 OO1420* NAD 83(2011) ELLIP HT-   336.317 (meters)        (06/27/12)   ADJUSTED
 OO1420* NAD 83(2011) EPOCH   -  2010.00
 OO1420* NAVD 88 ORTHO HEIGHT -   365.674 (meters)     1199.72  (feet) ADJUSTED
 OO1420  ______________________________________________________________________
 OO1420  GEOID HEIGHT    -        -29.371 (meters)                     GEOID18
 OO1420  NAD 83(2011) X  -   -294,500.723 (meters)                     COMP
 OO1420  NAD 83(2011) Y  - -4,612,074.115 (meters)                     COMP
 OO1420  NAD 83(2011) Z  -  4,381,505.257 (meters)                     COMP
 OO1420  LAPLACE CORR    -         -3.03  (seconds)                    DEFLEC18
 OO1420  DYNAMIC HEIGHT  -        365.582 (meters)     1199.41  (feet) COMP
 OO1420  MODELED GRAVITY -    980,358.7   (mgal)                       NAVD 88
 OO1420
 OO1420  VERT ORDER      -  SECOND    CLASS I
 OO1420
 OO1420  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 OO1420  Standards:
 OO1420         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 OO1420            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 OO1420  -------------------------------------------------------------------
 OO1420  NETWORK    0.39   0.45           0.18   0.13   0.23     -0.03607288
 OO1420  -------------------------------------------------------------------
 OO1420  Click here for local accuracies and other accuracy information.
 OO1420
 OO1420.The horizontal coordinates were established by GPS observations
 OO1420.and adjusted by the National Geodetic Survey in June 2012.
 OO1420
 OO1420.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 OO1420.been affixed to the stable North American tectonic plate. See 
 OO1420.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 OO1420
 OO1420.The horizontal coordinates are valid at the epoch date displayed above
 OO1420.which is a decimal equivalence of Year/Month/Day.
 OO1420
 OO1420.The orthometric height was determined by differential leveling and
 OO1420.adjusted by the NATIONAL GEODETIC SURVEY
 OO1420.in May 2019.
 OO1420
 OO1420.Significant digits in the geoid height do not necessarily reflect accuracy.
 OO1420.GEOID18 height accuracy estimate available here.
 OO1420
 OO1420.Click photographs - Photos may exist for this station.
 OO1420
 OO1420.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 OO1420
 OO1420.The Laplace correction was computed from DEFLEC18 derived deflections.
 OO1420
 OO1420.The ellipsoidal height was determined by GPS observations
 OO1420.and is referenced to NAD 83.
 OO1420
 OO1420.The dynamic height is computed by dividing the NAVD 88
 OO1420.geopotential number by the normal gravity value computed on the
 OO1420.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OO1420.degrees latitude (g = 980.6199 gals.).
 OO1420
 OO1420.The modeled gravity was interpolated from observed gravity values.
 OO1420
 OO1420. The following values were computed from the NAD 83(2011) position.
 OO1420
 OO1420;                    North         East     Units Scale Factor Converg.
 OO1420;SPC MN S     -   173,993.978   827,938.080   MT  1.00002764   +0 14 34.0
 OO1420;SPC MN S     -   570,845.24  2,716,326.85   sFT  1.00002764   +0 14 34.0
 OO1420;UTM  15      - 4,834,917.679   447,302.853   MT  0.99963416   -0 27 04.7
 OO1420
 OO1420!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OO1420!SPC MN S     -   0.99994726  x   1.00002764  =   0.99997490
 OO1420!UTM  15      -   0.99994726  x   0.99963416  =   0.99958144
 OO1420
 OO1420_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVJ4730234917(NAD 83)
 OO1420
 OO1420                          SUPERSEDED SURVEY CONTROL
 OO1420
 OO1420  NAD 83(2007)-  43 39 55.42364(N)    093 39 13.03656(W) AD(2002.00) 0
 OO1420  ELLIP H (02/10/07)  336.339  (m)                       GP(2002.00)    
 OO1420  NAD 83(1996)-  43 39 55.42283(N)    093 39 13.03587(W) AD(       ) 1
 OO1420  ELLIP H (02/05/03)  336.402  (m)                       GP(       ) 3 2
 OO1420  NAVD 88             365.68   (m)         1199.7    (f) LEVELING    3  
 OO1420  NAVD 88 (06/15/91)  365.678  (m)         1199.73   (f) SUPERSEDED  1 2
 OO1420
 OO1420.Superseded values are not recommended for survey control.
 OO1420
 OO1420.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OO1420.See file dsdata.pdf to determine how the superseded data were derived.
 OO1420
 OO1420_MARKER: DV = VERTICAL CONTROL DISK
 OO1420_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 OO1420_STAMPING: 2280 BZ 1980
 OO1420_MARK LOGO: MNHD
 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 - August 24, 2023
 OO1420_ROD/PIPE-DEPTH: 7.3 meters
 OO1420
 OO1420  HISTORY     - Date     Condition        Report By
 OO1420  HISTORY     - 19800520 MONUMENTED       MNHD
 OO1420  HISTORY     - 19900907 GOOD             NGS
 OO1420  HISTORY     - 19961120 GOOD             MNDT
 OO1420  HISTORY     - 20000510 GOOD             MNDT
 OO1420  HISTORY     - 20160705 GOOD             MNDT
 OO1420  HISTORY     - 20180717 GOOD             MNDT
 OO1420  HISTORY     - 20230824 GOOD             MNDT
 OO1420
 OO1420                          STATION DESCRIPTION
 OO1420
 OO1420'DESCRIBED BY MN HIGHWAY DEPT 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.
 OO1420
 OO1420                          STATION RECOVERY (2016)
 OO1420
 OO1420'RECOVERY NOTE BY MN DEPT OF TRANSP 2016 (KMS)
 OO1420'THE MARK IS LOCATED ABOUT 4.0 MI (6.4 KM) WEST OF ALDEN.
 OO1420'
 OO1420'TO REACH THE MARK GO 3.85 MI (6.19 KM) WEST ALONG INTERSTATE HIGHWAY
 OO1420'90 FROM THE JUNCTION OF INTERSTATE HIGHWAY 90 AND TRUNK HIGHWAY 109 IN
 OO1420'ALDEN, AT INTERSTATE HIGHWAY 90 MILE POINT 142.55.
 OO1420'
 OO1420'THE MARK IS LOCATED 100.0 FT (30.5 M) SOUTH OF EASTBOUND INTERSTATE
 OO1420'HIGHWAY 90, 91.5 FT (27.9 M) SOUTH OF STATION 1600 STENCIL, 1.3 FT
 OO1420'(0.4 M) NORTHEAST OF A FENCE BRACE POST, 0.7 FT (21 CM) NORTH OF A
 OO1420'WITNESS POST AND FENCE.
 OO1420
 OO1420                          STATION RECOVERY (2018)
 OO1420
 OO1420'RECOVERY NOTE BY MN DEPT OF TRANSP 2018 (TJD)
 OO1420'4.0 MI (6.4 KM) WEST OF ALDEN, 3.85 MI (6.19 KM) WEST ALONG INTERSTATE
 OO1420'HIGHWAY 90 FROM THE JUNCTION OF INTERSTATE HIGHWAY 90 AND TRUNK
 OO1420'HIGHWAY 109 IN ALDEN, AT INTERSTATE HIGHWAY 90 MILE POINT 142.55,
 OO1420'100.0 FT (30.5 M) SOUTH OF EASTBOUND INTERSTATE HIGHWAY 90, 91.5 FT
 OO1420'(27.9 M) SOUTH OF STATION 1600 STENCIL, 1.3 FT (0.4 M) NORTHEAST OF A
 OO1420'FENCE BRACE POST, 0.7 FT (21 CM) NORTH OF A WITNESS POST AND A FENCE.
 OO1420
 OO1420                          STATION RECOVERY (2023)
 OO1420
 OO1420'RECOVERY NOTE BY MN DEPT OF TRANSP 2023 (EXR)
 OO1420'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 OP1207 ***********************************************************************
 OP1207  DESIGNATION -  2280 C
 OP1207  PID         -  OP1207
 OP1207  STATE/COUNTY-  MN/FARIBAULT
 OP1207  COUNTRY     -  US
 OP1207  USGS QUAD   -  HUNTLEY (2019)
 OP1207
 OP1207                         *CURRENT SURVEY CONTROL
 OP1207  ______________________________________________________________________
 OP1207* NAD 83(2011) POSITION- 43 39 59.85781(N) 094 11 51.46386(W)   ADJUSTED
 OP1207* NAD 83(2011) ELLIP HT-   308.223 (meters)        (06/27/12)   ADJUSTED
 OP1207* NAD 83(2011) EPOCH   -  2010.00
 OP1207* NAVD 88 ORTHO HEIGHT -   336.574 (meters)     1104.24  (feet) ADJUSTED
 OP1207  ______________________________________________________________________
 OP1207  GEOID HEIGHT    -        -28.329 (meters)                     GEOID18
 OP1207  NAD 83(2011) X  -   -338,268.772 (meters)                     COMP
 OP1207  NAD 83(2011) Y  - -4,608,955.555 (meters)                     COMP
 OP1207  NAD 83(2011) Z  -  4,381,584.861 (meters)                     COMP
 OP1207  LAPLACE CORR    -         -2.81  (seconds)                    DEFLEC18
 OP1207  DYNAMIC HEIGHT  -        336.505 (meters)     1104.02  (feet) COMP
 OP1207  MODELED GRAVITY -    980,406.0   (mgal)                       NAVD 88
 OP1207
 OP1207  VERT ORDER      -  SECOND    CLASS I
 OP1207
 OP1207  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 OP1207  Standards:
 OP1207         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 OP1207            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 OP1207  -------------------------------------------------------------------
 OP1207  NETWORK    0.72   1.31           0.33   0.25   0.67     -0.10954233
 OP1207  -------------------------------------------------------------------
 OP1207  Click here for local accuracies and other accuracy information.
 OP1207
 OP1207.The horizontal coordinates were established by GPS observations
 OP1207.and adjusted by the National Geodetic Survey in June 2012.
 OP1207
 OP1207.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 OP1207.been affixed to the stable North American tectonic plate. See 
 OP1207.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 OP1207
 OP1207.The horizontal coordinates are valid at the epoch date displayed above
 OP1207.which is a decimal equivalence of Year/Month/Day.
 OP1207
 OP1207.The orthometric height was determined by differential leveling and
 OP1207.adjusted by the NATIONAL GEODETIC SURVEY
 OP1207.in May 2019.
 OP1207
 OP1207.Significant digits in the geoid height do not necessarily reflect accuracy.
 OP1207.GEOID18 height accuracy estimate available here.
 OP1207
 OP1207.Click photographs - Photos may exist for this station.
 OP1207
 OP1207.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 OP1207
 OP1207.The Laplace correction was computed from DEFLEC18 derived deflections.
 OP1207
 OP1207.The ellipsoidal height was determined by GPS observations
 OP1207.and is referenced to NAD 83.
 OP1207
 OP1207.The dynamic height is computed by dividing the NAVD 88
 OP1207.geopotential number by the normal gravity value computed on the
 OP1207.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OP1207.degrees latitude (g = 980.6199 gals.).
 OP1207
 OP1207.The modeled gravity was interpolated from observed gravity values.
 OP1207
 OP1207. The following values were computed from the NAD 83(2011) position.
 OP1207
 OP1207;                    North         East     Units Scale Factor Converg.
 OP1207;SPC MN S     -   174,090.911   784,060.038   MT  1.00002733   -0 08 18.7
 OP1207;SPC MN S     -   571,163.26  2,572,370.31   sFT  1.00002733   -0 08 18.7
 OP1207;UTM  15      - 4,835,543.753   403,444.834   MT  0.99971467   -0 49 37.1
 OP1207
 OP1207!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OP1207!SPC MN S     -   0.99995167  x   1.00002733  =   0.99997900
 OP1207!UTM  15      -   0.99995167  x   0.99971467  =   0.99966635
 OP1207
 OP1207_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVJ0344435543(NAD 83)
 OP1207
 OP1207                          SUPERSEDED SURVEY CONTROL
 OP1207
 OP1207  NAD 83(2007)-  43 39 59.85787(N)    094 11 51.46462(W) AD(2002.00) 0
 OP1207  ELLIP H (02/10/07)  308.248  (m)                       GP(2002.00)    
 OP1207  NAD 83(1996)-  43 39 59.85730(N)    094 11 51.46423(W) AD(       ) 1
 OP1207  ELLIP H (02/05/03)  308.302  (m)                       GP(       ) 3 2
 OP1207  NAVD 88             336.56   (m)         1104.2    (f) LEVELING    3  
 OP1207  NAVD 88 (06/15/91)  336.556  (m)         1104.18   (f) SUPERSEDED  1 2
 OP1207
 OP1207.Superseded values are not recommended for survey control.
 OP1207
 OP1207.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OP1207.See file dsdata.pdf to determine how the superseded data were derived.
 OP1207
 OP1207_MARKER: DB = BENCH MARK DISK
 OP1207_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 OP1207_STAMPING: 2280 C 1980
 OP1207_MARK LOGO: MNHD
 OP1207_PROJECTION: RECESSED 8 CENTIMETERS
 OP1207_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 OP1207_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OP1207_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OP1207+SATELLITE: SATELLITE OBSERVATIONS - August 21, 2023
 OP1207
 OP1207  HISTORY     - Date     Condition        Report By
 OP1207  HISTORY     - 1980     MONUMENTED       MNHD
 OP1207  HISTORY     - 19900830 GOOD             NGS
 OP1207  HISTORY     - 19961120 GOOD             MNDT
 OP1207  HISTORY     - 20000509 GOOD             MNDT
 OP1207  HISTORY     - 20160706 GOOD             MNDT
 OP1207  HISTORY     - 20180717 GOOD             MNDT
 OP1207  HISTORY     - 20201124 GOOD             MNDT
 OP1207  HISTORY     - 20230821 GOOD             MNDT
 OP1207
 OP1207                          STATION DESCRIPTION
 OP1207
 OP1207'DESCRIBED BY MN HIGHWAY DEPT 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.
 OP1207
 OP1207                          STATION RECOVERY (2016)
 OP1207
 OP1207'RECOVERY NOTE BY MN DEPT OF TRANSP 2016 (KMS)
 OP1207'RECOVERED AS DESCRIBED.
 OP1207
 OP1207                          STATION RECOVERY (2018)
 OP1207
 OP1207'RECOVERY NOTE BY MN DEPT OF TRANSP 2018 (TJD)
 OP1207'5.2 MI (8.4 KM) WEST OF BLUE EARTH, 5.2 MI (8.4 KM) WEST ALONG
 OP1207'INTERSTATE HIGHWAY 90 FROM THE JUNCTION OF INTERSTATE HIGHWAY 90 AND
 OP1207'TRUNK HIGHWAY 169 IN BLUE EARTH, AT INTERSTATE HIGHWAY 90 MILE POINT
 OP1207'114.75, 97.8 FT (29.8 M) NORTH OF WESTBOUND INTERSTATE HIGHWAY 90, 1.6
 OP1207'FT (0.5 M) WEST OF A FENCE, 0.3 FT (9 CM) SOUTH OF A RIGHT-OF-WAY
 OP1207'FENCE, 2.0 FT (0.6 M) WEST OF A WITNESS POST.
 OP1207
 OP1207                          STATION RECOVERY (2020)
 OP1207
 OP1207'RECOVERY NOTE BY MN DEPT OF TRANSP 2020 (KMS)
 OP1207'RECOVERED IN GOOD CONDITION.
 OP1207
 OP1207                          STATION RECOVERY (2023)
 OP1207
 OP1207'RECOVERY NOTE BY MN DEPT OF TRANSP 2023 (SXR)
 OP1207'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DQ5834 ***********************************************************************
 DQ5834  DESIGNATION -  2280 CA
 DQ5834  PID         -  DQ5834
 DQ5834  STATE/COUNTY-  MN/FARIBAULT
 DQ5834  COUNTRY     -  US
 DQ5834  USGS QUAD   -  HUNTLEY (2019)
 DQ5834
 DQ5834                         *CURRENT SURVEY CONTROL
 DQ5834  ______________________________________________________________________
 DQ5834* NAD 83(2011) POSITION- 43 39 57.18848(N) 094 12 43.02619(W)   ADJUSTED
 DQ5834* NAD 83(2011) ELLIP HT-   308.624 (meters)        (03/20/24)   ADJUSTED
 DQ5834* NAD 83(2011) EPOCH   -  2010.00
 DQ5834* NAVD 88 ORTHO HEIGHT -   336.929 (meters)     1105.41  (feet) ADJUSTED
 DQ5834  ______________________________________________________________________
 DQ5834  GEOID HEIGHT    -        -28.313 (meters)                     GEOID18
 DQ5834  NAD 83(2011) X  -   -339,425.113 (meters)                     COMP
 DQ5834  NAD 83(2011) Y  - -4,608,927.871 (meters)                     COMP
 DQ5834  NAD 83(2011) Z  -  4,381,525.541 (meters)                     COMP
 DQ5834  LAPLACE CORR    -         -2.76  (seconds)                    DEFLEC18
 DQ5834  DYNAMIC HEIGHT  -        336.860 (meters)     1105.18  (feet) COMP
 DQ5834  MODELED GRAVITY -    980,405.5   (mgal)                       NAVD 88
 DQ5834
 DQ5834  VERT ORDER      -  SECOND    CLASS I
 DQ5834
 DQ5834  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DQ5834  Standards:
 DQ5834         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DQ5834            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DQ5834  -------------------------------------------------------------------
 DQ5834  NETWORK    0.72   1.29           0.33   0.25   0.66     -0.09732282
 DQ5834  -------------------------------------------------------------------
 DQ5834  Click here for local accuracies and other accuracy information.
 DQ5834
 DQ5834.The horizontal coordinates were established by GPS observations
 DQ5834.and adjusted by the MN DEPT OF TRANSP in March 2024.
 DQ5834
 DQ5834.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DQ5834.been affixed to the stable North American tectonic plate. See 
 DQ5834.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DQ5834
 DQ5834.The horizontal coordinates are valid at the epoch date displayed above
 DQ5834.which is a decimal equivalence of Year/Month/Day.
 DQ5834
 DQ5834.The orthometric height was determined by differential leveling and
 DQ5834.adjusted by the NATIONAL GEODETIC SURVEY
 DQ5834.in May 2019.
 DQ5834
 DQ5834.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ5834.GEOID18 height accuracy estimate available here.
 DQ5834
 DQ5834.Click photographs - Photos may exist for this station.
 DQ5834
 DQ5834.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DQ5834
 DQ5834.The Laplace correction was computed from DEFLEC18 derived deflections.
 DQ5834
 DQ5834.The ellipsoidal height was determined by GPS observations
 DQ5834.and is referenced to NAD 83.
 DQ5834
 DQ5834.The dynamic height is computed by dividing the NAVD 88
 DQ5834.geopotential number by the normal gravity value computed on the
 DQ5834.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ5834.degrees latitude (g = 980.6199 gals.).
 DQ5834
 DQ5834.The modeled gravity was interpolated from observed gravity values.
 DQ5834
 DQ5834. The following values were computed from the NAD 83(2011) position.
 DQ5834
 DQ5834;                    North         East     Units Scale Factor Converg.
 DQ5834;SPC MN S     -   174,011.421   782,904.601   MT  1.00002752   -0 08 54.8
 DQ5834;SPC MN S     -   570,902.47  2,568,579.51   sFT  1.00002752   -0 08 54.8
 DQ5834;UTM  15      - 4,835,478.170   402,288.885   MT  0.99971743   -0 50 12.7
 DQ5834
 DQ5834!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DQ5834!SPC MN S     -   0.99995161  x   1.00002752  =   0.99997913
 DQ5834!UTM  15      -   0.99995161  x   0.99971743  =   0.99966905
 DQ5834
 DQ5834_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVJ0228835478(NAD 83)
 DQ5834
 DQ5834                          SUPERSEDED SURVEY CONTROL
 DQ5834
 DQ5834.No superseded survey control is available for this station.
 DQ5834
 DQ5834_MARKER: F = FLANGE-ENCASED ROD
 DQ5834_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DQ5834_STAMPING: 2280 CA 2016
 DQ5834_MARK LOGO: MNDT
 DQ5834_PROJECTION: RECESSED 8 CENTIMETERS
 DQ5834_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DQ5834_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ5834_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ5834+SATELLITE: SATELLITE OBSERVATIONS - August 21, 2023
 DQ5834_ROD/PIPE-DEPTH: 11.9 meters
 DQ5834
 DQ5834  HISTORY     - Date     Condition        Report By
 DQ5834  HISTORY     - 20160802 MONUMENTED       MNDT
 DQ5834  HISTORY     - 20180716 GOOD             MNDT
 DQ5834  HISTORY     - 20230821 GOOD             MNDT
 DQ5834
 DQ5834                          STATION DESCRIPTION
 DQ5834
 DQ5834'DESCRIBED BY MN DEPT OF TRANSP 2016
 DQ5834'THE MARK IS LOCATED ABOUT 6.1 MI (9.8 KM) WEST-NORTHWEST OF BLUE
 DQ5834'EARTH.
 DQ5834'
 DQ5834'TO REACH THE MARK GO 5.8 MI (9.3 KM) WEST ALONG INTERSTATE HIGHWAY 90
 DQ5834'FROM THE JUNCTION OF INTERSTATE HIGHWAY 90 AND TRUNK HIGHWAY 169 IN
 DQ5834'BLUE EARTH, AT INTERSTATE HIGHWAY 90 MILE POINT 114.1.
 DQ5834'
 DQ5834'THE MARK IS LOCATED 96.6 FT (29.4 M) SOUTH OF EASTBOUND INTERSTATE
 DQ5834'HIGHWAY 90, 2.6 FT (0.8 M) NORTH OF RIGHT-OF-WAY FENCE, 1.5 FT (0.5 M)
 DQ5834'NORTH OF A WITNESS POST.
 DQ5834'
 DQ5834'NOTE-THE STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM ROD
 DQ5834'DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION REMOVABLE DISK
 DQ5834'SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH PVC
 DQ5834'PIPE BACK FILLED WITH WASHED SAND.
 DQ5834
 DQ5834                          STATION RECOVERY (2018)
 DQ5834
 DQ5834'RECOVERY NOTE BY MN DEPT OF TRANSP 2018 (TJD)
 DQ5834'6.1 MI (9.8 KM) WEST-NORTHWEST OF BLUE EARTH, 5.8 MI (9.3 KM) WEST
 DQ5834'ALONG INTERSTATE HIGHWAY 90 FROM THE JUNCTION OF INTERSTATE HIGHWAY 90
 DQ5834'AND TRUNK HIGHWAY 169 IN BLUE EARTH, AT INTERSTATE HIGHWAY 90 MILE
 DQ5834'POINT 114.1, 96.6 FT (29.4 M) SOUTH OF EASTBOUND INTERSTATE HIGHWAY
 DQ5834'90, 2.6 FT (0.8 M) NORTH OF RIGHT-OF-WAY FENCE, 1.5 FT (0.5 M) NORTH
 DQ5834'OF A WITNESS POST.
 DQ5834
 DQ5834                          STATION RECOVERY (2023)
 DQ5834
 DQ5834'RECOVERY NOTE BY MN DEPT OF TRANSP 2023 (SXR)
 DQ5834'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DQ5838 ***********************************************************************
 DQ5838  DESIGNATION -  2280 CB
 DQ5838  PID         -  DQ5838
 DQ5838  STATE/COUNTY-  MN/FARIBAULT
 DQ5838  COUNTRY     -  US
 DQ5838  USGS QUAD   -  HUNTLEY (2019)
 DQ5838
 DQ5838                         *CURRENT SURVEY CONTROL
 DQ5838  ______________________________________________________________________
 DQ5838* NAD 83(2011) POSITION- 43 39 55.01400(N) 094 07 53.39715(W)   ADJUSTED
 DQ5838* NAD 83(2011) ELLIP HT-   301.181 (meters)        (03/20/24)   ADJUSTED
 DQ5838* NAD 83(2011) EPOCH   -  2010.00
 DQ5838* NAVD 88 ORTHO HEIGHT -   329.583 (meters)     1081.31  (feet) ADJUSTED
 DQ5838  ______________________________________________________________________
 DQ5838  GEOID HEIGHT    -        -28.405 (meters)                     GEOID18
 DQ5838  NAD 83(2011) X  -   -332,956.054 (meters)                     COMP
 DQ5838  NAD 83(2011) Y  - -4,609,440.782 (meters)                     COMP
 DQ5838  NAD 83(2011) Z  -  4,381,471.853 (meters)                     COMP
 DQ5838  LAPLACE CORR    -         -3.05  (seconds)                    DEFLEC18
 DQ5838  DYNAMIC HEIGHT  -        329.516 (meters)     1081.09  (feet) COMP
 DQ5838  MODELED GRAVITY -    980,406.1   (mgal)                       NAVD 88
 DQ5838
 DQ5838  VERT ORDER      -  SECOND    CLASS I
 DQ5838
 DQ5838  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DQ5838  Standards:
 DQ5838         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DQ5838            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DQ5838  -------------------------------------------------------------------
 DQ5838  NETWORK    0.57   1.02           0.26   0.20   0.52     -0.09786399
 DQ5838  -------------------------------------------------------------------
 DQ5838  Click here for local accuracies and other accuracy information.
 DQ5838
 DQ5838.The horizontal coordinates were established by GPS observations
 DQ5838.and adjusted by the MN DEPT OF TRANSP in March 2024.
 DQ5838
 DQ5838.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DQ5838.been affixed to the stable North American tectonic plate. See 
 DQ5838.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DQ5838
 DQ5838.The horizontal coordinates are valid at the epoch date displayed above
 DQ5838.which is a decimal equivalence of Year/Month/Day.
 DQ5838
 DQ5838.The orthometric height was determined by differential leveling and
 DQ5838.adjusted by the NATIONAL GEODETIC SURVEY
 DQ5838.in May 2019.
 DQ5838
 DQ5838.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ5838.GEOID18 height accuracy estimate available here.
 DQ5838
 DQ5838.Click photographs - Photos may exist for this station.
 DQ5838
 DQ5838.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DQ5838
 DQ5838.The Laplace correction was computed from DEFLEC18 derived deflections.
 DQ5838
 DQ5838.The ellipsoidal height was determined by GPS observations
 DQ5838.and is referenced to NAD 83.
 DQ5838
 DQ5838.The dynamic height is computed by dividing the NAVD 88
 DQ5838.geopotential number by the normal gravity value computed on the
 DQ5838.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ5838.degrees latitude (g = 980.6199 gals.).
 DQ5838
 DQ5838.The modeled gravity was interpolated from observed gravity values.
 DQ5838
 DQ5838. The following values were computed from the NAD 83(2011) position.
 DQ5838
 DQ5838;                    North         East     Units Scale Factor Converg.
 DQ5838;SPC MN S     -   173,930.676   789,393.547   MT  1.00002767   -0 05 31.8
 DQ5838;SPC MN S     -   570,637.56  2,589,868.66   sFT  1.00002767   -0 05 31.8
 DQ5838;UTM  15      - 4,835,319.486   408,774.331   MT  0.99970236   -0 46 52.6
 DQ5838
 DQ5838!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DQ5838!SPC MN S     -   0.99995277  x   1.00002767  =   0.99998044
 DQ5838!UTM  15      -   0.99995277  x   0.99970236  =   0.99965515
 DQ5838
 DQ5838_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVJ0877435319(NAD 83)
 DQ5838
 DQ5838                          SUPERSEDED SURVEY CONTROL
 DQ5838
 DQ5838.No superseded survey control is available for this station.
 DQ5838
 DQ5838_MARKER: F = FLANGE-ENCASED ROD
 DQ5838_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DQ5838_STAMPING: 2280 CB 2016
 DQ5838_MARK LOGO: MNDT
 DQ5838_PROJECTION: RECESSED 5 CENTIMETERS
 DQ5838_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DQ5838_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ5838_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ5838+SATELLITE: SATELLITE OBSERVATIONS - August 30, 2023
 DQ5838_ROD/PIPE-DEPTH: 6.7 meters
 DQ5838
 DQ5838  HISTORY     - Date     Condition        Report By
 DQ5838  HISTORY     - 20160815 MONUMENTED       MNDT
 DQ5838  HISTORY     - 20180716 GOOD             MNDT
 DQ5838  HISTORY     - 20201125 GOOD             MNDT
 DQ5838  HISTORY     - 20230830 GOOD             MNDT
 DQ5838
 DQ5838                          STATION DESCRIPTION
 DQ5838
 DQ5838'DESCRIBED BY MN DEPT OF TRANSP 2016
 DQ5838'THE MARK IS LOCATED ABOUT 2.5 MI (4.0 KM) NORTHWEST OF BLUE EARTH.
 DQ5838'
 DQ5838'TO REACH THE MARK GO 1.8 MI (2.9 KM) WEST ALONG INTERSTATE HIGHWAY 90
 DQ5838'FROM THE JUNCTION OF INTERSTATE HIGHWAY 90 AND TRUNK HIGHWAY 169 IN
 DQ5838'BLUE EARTH, AT INTERSTATE HIGHWAY 90 MILE POINT 118.10.
 DQ5838'
 DQ5838'THE MARK IS LOCATED 95.0 FT (29.0 M) SOUTH OF EASTBOUND INTERSTATE
 DQ5838'HIGHWAY 90, 3.5 FT (1.1 M) NORTH OF RIGHT-OF-WAY FENCE, 1.5 FT (0.5 M)
 DQ5838'NORTH OF A WITNESS POST.
 DQ5838'
 DQ5838'NOTE-THE STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM ROD
 DQ5838'DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION REMOVABLE DISK
 DQ5838'SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH PVC
 DQ5838'PIPE BACK FILLED WITH WASHED SAND.
 DQ5838
 DQ5838                          STATION RECOVERY (2018)
 DQ5838
 DQ5838'RECOVERY NOTE BY MN DEPT OF TRANSP 2018 (TJD)
 DQ5838'2.5 MI (4.0 KM) NORTHWEST OF BLUE EARTH, 1.8 MI (2.9 KM) WEST ALONG
 DQ5838'INTERSTATE HIGHWAY 90 FROM THE JUNCTION OF INTERSTATE HIGHWAY 90 AND
 DQ5838'TRUNK HIGHWAY 169 IN BLUE EARTH, AT INTERSTATE HIGHWAY 90 MILE POINT
 DQ5838'118.10, 95.0 FT (29.0 M) SOUTH OF EASTBOUND INTERSTATE HIGHWAY 90, 3.5
 DQ5838'FT (1.1 M) NORTH OF A RIGHT-OF-WAY FENCE, 1.5 FT (0.5 M) NORTH OF A
 DQ5838'WITNESS POST.
 DQ5838
 DQ5838                          STATION RECOVERY (2020)
 DQ5838
 DQ5838'RECOVERY NOTE BY MN DEPT OF TRANSP 2020 (KMS)
 DQ5838'RECOVERED IN GOOD CONDITION.
 DQ5838
 DQ5838                          STATION RECOVERY (2023)
 DQ5838
 DQ5838'RECOVERY NOTE BY MN DEPT OF TRANSP 2023 (BXG)
 DQ5838'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DQ5839 ***********************************************************************
 DQ5839  DESIGNATION -  2280 CC
 DQ5839  PID         -  DQ5839
 DQ5839  STATE/COUNTY-  MN/FARIBAULT
 DQ5839  COUNTRY     -  US
 DQ5839  USGS QUAD   -  BLUE EARTH (2019)
 DQ5839
 DQ5839                         *CURRENT SURVEY CONTROL
 DQ5839  ______________________________________________________________________
 DQ5839* NAD 83(2011) POSITION- 43 39 42.99304(N) 094 07 21.17359(W)   ADJUSTED
 DQ5839* NAD 83(2011) ELLIP HT-   300.612 (meters)        (03/20/24)   ADJUSTED
 DQ5839* NAD 83(2011) EPOCH   -  2010.00
 DQ5839* NAVD 88 ORTHO HEIGHT -   329.000 (meters)     1079.39  (feet) ADJUSTED
 DQ5839  ______________________________________________________________________
 DQ5839  GEOID HEIGHT    -        -28.415 (meters)                     GEOID18
 DQ5839  NAD 83(2011) X  -   -332,254.329 (meters)                     COMP
 DQ5839  NAD 83(2011) Y  - -4,609,747.827 (meters)                     COMP
 DQ5839  NAD 83(2011) Z  -  4,381,203.065 (meters)                     COMP
 DQ5839  LAPLACE CORR    -         -3.01  (seconds)                    DEFLEC18
 DQ5839  DYNAMIC HEIGHT  -        328.933 (meters)     1079.17  (feet) COMP
 DQ5839  MODELED GRAVITY -    980,406.2   (mgal)                       NAVD 88
 DQ5839
 DQ5839  VERT ORDER      -  SECOND    CLASS I
 DQ5839
 DQ5839  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DQ5839  Standards:
 DQ5839         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DQ5839            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DQ5839  -------------------------------------------------------------------
 DQ5839  NETWORK    0.61   1.12           0.28   0.21   0.57     -0.09926993
 DQ5839  -------------------------------------------------------------------
 DQ5839  Click here for local accuracies and other accuracy information.
 DQ5839
 DQ5839.The horizontal coordinates were established by GPS observations
 DQ5839.and adjusted by the MN DEPT OF TRANSP in March 2024.
 DQ5839
 DQ5839.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DQ5839.been affixed to the stable North American tectonic plate. See 
 DQ5839.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DQ5839
 DQ5839.The horizontal coordinates are valid at the epoch date displayed above
 DQ5839.which is a decimal equivalence of Year/Month/Day.
 DQ5839
 DQ5839.The orthometric height was determined by differential leveling and
 DQ5839.adjusted by the NATIONAL GEODETIC SURVEY
 DQ5839.in May 2019.
 DQ5839
 DQ5839.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ5839.GEOID18 height accuracy estimate available here.
 DQ5839
 DQ5839.Click photographs - Photos may exist for this station.
 DQ5839
 DQ5839.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DQ5839
 DQ5839.The Laplace correction was computed from DEFLEC18 derived deflections.
 DQ5839
 DQ5839.The ellipsoidal height was determined by GPS observations
 DQ5839.and is referenced to NAD 83.
 DQ5839
 DQ5839.The dynamic height is computed by dividing the NAVD 88
 DQ5839.geopotential number by the normal gravity value computed on the
 DQ5839.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ5839.degrees latitude (g = 980.6199 gals.).
 DQ5839
 DQ5839.The modeled gravity was interpolated from observed gravity values.
 DQ5839
 DQ5839. The following values were computed from the NAD 83(2011) position.
 DQ5839
 DQ5839;                    North         East     Units Scale Factor Converg.
 DQ5839;SPC MN S     -   173,558.545   790,114.959   MT  1.00002851   -0 05 09.2
 DQ5839;SPC MN S     -   569,416.66  2,592,235.49   sFT  1.00002851   -0 05 09.2
 DQ5839;UTM  15      - 4,834,938.829   409,490.980   MT  0.99970076   -0 46 30.2
 DQ5839
 DQ5839!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DQ5839!SPC MN S     -   0.99995286  x   1.00002851  =   0.99998137
 DQ5839!UTM  15      -   0.99995286  x   0.99970076  =   0.99965364
 DQ5839
 DQ5839_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVJ0949034938(NAD 83)
 DQ5839
 DQ5839                          SUPERSEDED SURVEY CONTROL
 DQ5839
 DQ5839.No superseded survey control is available for this station.
 DQ5839
 DQ5839_MARKER: F = FLANGE-ENCASED ROD
 DQ5839_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DQ5839_STAMPING: 2280 CC 2016
 DQ5839_MARK LOGO: MNDT
 DQ5839_PROJECTION: RECESSED 5 CENTIMETERS
 DQ5839_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DQ5839_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ5839_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ5839+SATELLITE: SATELLITE OBSERVATIONS - August 30, 2023
 DQ5839_ROD/PIPE-DEPTH: 8.2 meters
 DQ5839
 DQ5839  HISTORY     - Date     Condition        Report By
 DQ5839  HISTORY     - 20160803 MONUMENTED       MNDT
 DQ5839  HISTORY     - 20180716 GOOD             MNDT
 DQ5839  HISTORY     - 20230830 GOOD             MNDT
 DQ5839
 DQ5839                          STATION DESCRIPTION
 DQ5839
 DQ5839'DESCRIBED BY MN DEPT OF TRANSP 2016
 DQ5839'THE MARK IS LOCATED ABOUT 2.0 MI (3.2 KM) NORTHWEST OF BLUE EARTH.
 DQ5839'
 DQ5839'TO REACH THE MARK GO 1.25 MI (2.01 KM) WEST ALONG INTERSTATE HIGHWAY
 DQ5839'90 FROM THE JUNCTION OF INTERSTATE HIGHWAY 90 AND TRUNK HIGHWAY 169 IN
 DQ5839'BLUE EARTH, AT INTERSTATE HIGHWAY 90 MILE POINT 118.6.
 DQ5839'
 DQ5839'THE MARK IS LOCATED 98.7 FT (30.1 M) NORTHEAST OF EASTBOUND INTERSTATE
 DQ5839'HIGHWAY 90, 1.5 FT (0.5 M) SOUTHWEST OF A WITNESS POST.
 DQ5839'
 DQ5839'NOTE-THE STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM ROD
 DQ5839'DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION REMOVABLE DISK
 DQ5839'SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH PVC
 DQ5839'PIPE BACK FILLED WITH WASHED SAND.
 DQ5839
 DQ5839                          STATION RECOVERY (2018)
 DQ5839
 DQ5839'RECOVERY NOTE BY MN DEPT OF TRANSP 2018 (TJD)
 DQ5839'2.0 MI (3.2 KM) NORTHWEST OF BLUE EARTH, 1.25 MI (2.01 KM) WEST ALONG
 DQ5839'INTERSTATE HIGHWAY 90 FROM THE JUNCTION OF INTERSTATE HIGHWAY 90 AND
 DQ5839'TRUNK HIGHWAY 169 IN BLUE EARTH, AT INTERSTATE HIGHWAY 90 MILE POINT
 DQ5839'118.6, 98.7 FT (30.1 M) NORTHEAST OF EASTBOUND INTERSTATE HIGHWAY 90,
 DQ5839'1.5 FT (0.5 M) SOUTHWEST OF A WITNESS POST.
 DQ5839
 DQ5839                          STATION RECOVERY (2023)
 DQ5839
 DQ5839'RECOVERY NOTE BY MN DEPT OF TRANSP 2023 (BXG)
 DQ5839'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DQ5841 ***********************************************************************
 DQ5841  DESIGNATION -  2280 CD
 DQ5841  PID         -  DQ5841
 DQ5841  STATE/COUNTY-  MN/FARIBAULT
 DQ5841  COUNTRY     -  US
 DQ5841  USGS QUAD   -  BLUE EARTH (2019)
 DQ5841
 DQ5841                         *CURRENT SURVEY CONTROL
 DQ5841  ______________________________________________________________________
 DQ5841* NAD 83(2011) POSITION- 43 39 41.89211(N) 094 06 57.90306(W)   ADJUSTED
 DQ5841* NAD 83(2011) ELLIP HT-   300.210 (meters)        (03/20/24)   ADJUSTED
 DQ5841* NAD 83(2011) EPOCH   -  2010.00
 DQ5841* NAVD 88 ORTHO HEIGHT -   328.625 (meters)     1078.16  (feet) ADJUSTED
 DQ5841  ______________________________________________________________________
 DQ5841  GEOID HEIGHT    -        -28.423 (meters)                     GEOID18
 DQ5841  NAD 83(2011) X  -   -331,735.924 (meters)                     COMP
 DQ5841  NAD 83(2011) Y  - -4,609,808.391 (meters)                     COMP
 DQ5841  NAD 83(2011) Z  -  4,381,178.206 (meters)                     COMP
 DQ5841  LAPLACE CORR    -         -3.04  (seconds)                    DEFLEC18
 DQ5841  DYNAMIC HEIGHT  -        328.558 (meters)     1077.94  (feet) COMP
 DQ5841  MODELED GRAVITY -    980,406.2   (mgal)                       NAVD 88
 DQ5841
 DQ5841  VERT ORDER      -  SECOND    CLASS I
 DQ5841
 DQ5841  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DQ5841  Standards:
 DQ5841         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DQ5841            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DQ5841  -------------------------------------------------------------------
 DQ5841  NETWORK    0.61   1.12           0.28   0.21   0.57     -0.09740391
 DQ5841  -------------------------------------------------------------------
 DQ5841  Click here for local accuracies and other accuracy information.
 DQ5841
 DQ5841.The horizontal coordinates were established by GPS observations
 DQ5841.and adjusted by the MN DEPT OF TRANSP in March 2024.
 DQ5841
 DQ5841.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DQ5841.been affixed to the stable North American tectonic plate. See 
 DQ5841.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DQ5841
 DQ5841.The horizontal coordinates are valid at the epoch date displayed above
 DQ5841.which is a decimal equivalence of Year/Month/Day.
 DQ5841
 DQ5841.The orthometric height was determined by differential leveling and
 DQ5841.adjusted by the NATIONAL GEODETIC SURVEY
 DQ5841.in May 2019.
 DQ5841
 DQ5841.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ5841.GEOID18 height accuracy estimate available here.
 DQ5841
 DQ5841.Click photographs - Photos may exist for this station.
 DQ5841
 DQ5841.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DQ5841
 DQ5841.The Laplace correction was computed from DEFLEC18 derived deflections.
 DQ5841
 DQ5841.The ellipsoidal height was determined by GPS observations
 DQ5841.and is referenced to NAD 83.
 DQ5841
 DQ5841.The dynamic height is computed by dividing the NAVD 88
 DQ5841.geopotential number by the normal gravity value computed on the
 DQ5841.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ5841.degrees latitude (g = 980.6199 gals.).
 DQ5841
 DQ5841.The modeled gravity was interpolated from observed gravity values.
 DQ5841
 DQ5841. The following values were computed from the NAD 83(2011) position.
 DQ5841
 DQ5841;                    North         East     Units Scale Factor Converg.
 DQ5841;SPC MN S     -   173,523.806   790,636.315   MT  1.00002859   -0 04 52.9
 DQ5841;SPC MN S     -   569,302.69  2,593,945.98   sFT  1.00002859   -0 04 52.9
 DQ5841;UTM  15      - 4,834,897.834   410,011.710   MT  0.99969960   -0 46 14.1
 DQ5841
 DQ5841!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DQ5841!SPC MN S     -   0.99995293  x   1.00002859  =   0.99998151
 DQ5841!UTM  15      -   0.99995293  x   0.99969960  =   0.99965254
 DQ5841
 DQ5841_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVJ1001134897(NAD 83)
 DQ5841
 DQ5841                          SUPERSEDED SURVEY CONTROL
 DQ5841
 DQ5841.No superseded survey control is available for this station.
 DQ5841
 DQ5841_MARKER: F = FLANGE-ENCASED ROD
 DQ5841_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DQ5841_STAMPING: 2280 CD 2016
 DQ5841_MARK LOGO: MNDT
 DQ5841_PROJECTION: RECESSED 5 CENTIMETERS
 DQ5841_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DQ5841_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ5841_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ5841+SATELLITE: SATELLITE OBSERVATIONS - August 30, 2023
 DQ5841_ROD/PIPE-DEPTH: 8.8 meters
 DQ5841
 DQ5841  HISTORY     - Date     Condition        Report By
 DQ5841  HISTORY     - 20160803 MONUMENTED       MNDT
 DQ5841  HISTORY     - 20180717 GOOD             MNDT
 DQ5841  HISTORY     - 20230830 GOOD             MNDT
 DQ5841
 DQ5841                          STATION DESCRIPTION
 DQ5841
 DQ5841'DESCRIBED BY MN DEPT OF TRANSP 2016
 DQ5841'THE MARK IS LOCATED ABOUT 1.9 MI (3.1 KM) NORTHWEST OF BLUE EARTH.
 DQ5841'
 DQ5841'TO REACH THE MARK GO 0.95 MI (1.53 KM) WEST ALONG INTERSTATE HIGHWAY
 DQ5841'90 FROM THE JUNCTION OF INTERSTATE HIGHWAY 90 AND TRUNK HIGHWAY 169 IN
 DQ5841'BLUE EARTH, AT INTERSTATE HIGHWAY 90 MILE POINT 118.9.
 DQ5841'
 DQ5841'THE MARK IS LOCATED 158.7 FT (48.4 M) NORTH-NORTHEAST OF WESTBOUND
 DQ5841'INTERSTATE HIGHWAY 90, 1.5 FT (0.5 M) SOUTH-SOUTHWEST OF A WITNESS
 DQ5841'POST.
 DQ5841'
 DQ5841'NOTE-THE STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM ROD
 DQ5841'DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION REMOVABLE DISK
 DQ5841'SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH PVC
 DQ5841'PIPE BACK FILLED WITH WASHED SAND.
 DQ5841
 DQ5841                          STATION RECOVERY (2018)
 DQ5841
 DQ5841'RECOVERY NOTE BY MN DEPT OF TRANSP 2018 (TJD)
 DQ5841'1.9 MI (3.1 KM) NORTHWEST OF BLUE EARTH, 0.95 MI (1.53 KM) WEST ALONG
 DQ5841'INTERSTATE HIGHWAY 90 FROM THE JUNCTION OF INTERSTATE HIGHWAY 90 AND
 DQ5841'TRUNK HIGHWAY 169 IN BLUE EARTH, AT INTERSTATE HIGHWAY 90 MILE POINT
 DQ5841'118.9, 158.7 FT (48.4 M) NORTH-NORTHEAST OF WESTBOUND INTERSTATE
 DQ5841'HIGHWAY 90, 1.5 FT (0.5 M) SOUTH-SOUTHWEST OF A WITNESS POST.
 DQ5841
 DQ5841                          STATION RECOVERY (2023)
 DQ5841
 DQ5841'RECOVERY NOTE BY MN DEPT OF TRANSP 2023 (BXG)
 DQ5841'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DQ5840 ***********************************************************************
 DQ5840  DESIGNATION -  2280 CE
 DQ5840  PID         -  DQ5840
 DQ5840  STATE/COUNTY-  MN/FARIBAULT
 DQ5840  COUNTRY     -  US
 DQ5840  USGS QUAD   -  BLUE EARTH (2019)
 DQ5840
 DQ5840                         *CURRENT SURVEY CONTROL
 DQ5840  ______________________________________________________________________
 DQ5840* NAD 83(2011) POSITION- 43 39 35.58269(N) 094 06 17.20036(W)   ADJUSTED
 DQ5840* NAD 83(2011) ELLIP HT-   297.113 (meters)        (02/17/22)   ADJUSTED
 DQ5840* NAD 83(2011) EPOCH   -  2010.00
 DQ5840* NAVD 88 ORTHO HEIGHT -   325.549 (meters)     1068.07  (feet) ADJUSTED
 DQ5840  ______________________________________________________________________
 DQ5840  GEOID HEIGHT    -        -28.436 (meters)                     GEOID18
 DQ5840  NAD 83(2011) X  -   -330,835.717 (meters)                     COMP
 DQ5840  NAD 83(2011) Y  - -4,610,005.626 (meters)                     COMP
 DQ5840  NAD 83(2011) Z  -  4,381,035.189 (meters)                     COMP
 DQ5840  LAPLACE CORR    -         -3.10  (seconds)                    DEFLEC18
 DQ5840  DYNAMIC HEIGHT  -        325.483 (meters)     1067.86  (feet) COMP
 DQ5840  MODELED GRAVITY -    980,406.2   (mgal)                       NAVD 88
 DQ5840
 DQ5840  VERT ORDER      -  SECOND    CLASS I
 DQ5840
 DQ5840  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DQ5840  Standards:
 DQ5840         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DQ5840            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DQ5840  -------------------------------------------------------------------
 DQ5840  NETWORK    0.57   0.94           0.26   0.20   0.48     -0.07215588
 DQ5840  -------------------------------------------------------------------
 DQ5840  Click here for local accuracies and other accuracy information.
 DQ5840
 DQ5840.The horizontal coordinates were established by GPS observations
 DQ5840.and adjusted by the MN DEPT OF TRANSP in February 2022.
 DQ5840
 DQ5840.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DQ5840.been affixed to the stable North American tectonic plate. See 
 DQ5840.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DQ5840
 DQ5840.The horizontal coordinates are valid at the epoch date displayed above
 DQ5840.which is a decimal equivalence of Year/Month/Day.
 DQ5840
 DQ5840.The orthometric height was determined by differential leveling and
 DQ5840.adjusted by the NATIONAL GEODETIC SURVEY
 DQ5840.in May 2019.
 DQ5840
 DQ5840.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ5840.GEOID18 height accuracy estimate available here.
 DQ5840
 DQ5840.Click photographs - Photos may exist for this station.
 DQ5840
 DQ5840.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DQ5840
 DQ5840.The Laplace correction was computed from DEFLEC18 derived deflections.
 DQ5840
 DQ5840.The ellipsoidal height was determined by GPS observations
 DQ5840.and is referenced to NAD 83.
 DQ5840
 DQ5840.The dynamic height is computed by dividing the NAVD 88
 DQ5840.geopotential number by the normal gravity value computed on the
 DQ5840.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ5840.degrees latitude (g = 980.6199 gals.).
 DQ5840
 DQ5840.The modeled gravity was interpolated from observed gravity values.
 DQ5840
 DQ5840. The following values were computed from the NAD 83(2011) position.
 DQ5840
 DQ5840;                    North         East     Units Scale Factor Converg.
 DQ5840;SPC MN S     -   173,327.842   791,548.064   MT  1.00002903   -0 04 24.4
 DQ5840;SPC MN S     -   568,659.76  2,596,937.27   sFT  1.00002903   -0 04 24.4
 DQ5840;UTM  15      - 4,834,690.986   410,920.735   MT  0.99969760   -0 45 45.9
 DQ5840
 DQ5840!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DQ5840!SPC MN S     -   0.99995341  x   1.00002903  =   0.99998244
 DQ5840!UTM  15      -   0.99995341  x   0.99969760  =   0.99965103
 DQ5840
 DQ5840_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVJ1092034690(NAD 83)
 DQ5840
 DQ5840                          SUPERSEDED SURVEY CONTROL
 DQ5840
 DQ5840.No superseded survey control is available for this station.
 DQ5840
 DQ5840_MARKER: F = FLANGE-ENCASED ROD
 DQ5840_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DQ5840_STAMPING: 2280 CE 2016
 DQ5840_MARK LOGO: MNDT
 DQ5840_PROJECTION: RECESSED 8 CENTIMETERS
 DQ5840_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DQ5840_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ5840_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ5840+SATELLITE: SATELLITE OBSERVATIONS - August 31, 2023
 DQ5840_ROD/PIPE-DEPTH: 13.4 meters
 DQ5840
 DQ5840  HISTORY     - Date     Condition        Report By
 DQ5840  HISTORY     - 20160803 MONUMENTED       MNDT
 DQ5840  HISTORY     - 20180717 GOOD             MNDT
 DQ5840  HISTORY     - 20220124 GOOD             MNDT
 DQ5840  HISTORY     - 20230831 GOOD             MNDT
 DQ5840
 DQ5840                          STATION DESCRIPTION
 DQ5840
 DQ5840'DESCRIBED BY MN DEPT OF TRANSP 2016
 DQ5840'THE MARK IS LOCATED ABOUT 1.4 MI (2.3 KM) NORTH-NORTHWEST OF BLUE
 DQ5840'EARTH.
 DQ5840'
 DQ5840'TO REACH THE MARK GO 0.4 MI (0.6 KM) WEST ALONG INTERSTATE HIGHWAY 90
 DQ5840'FROM THE JUNCTION OF INTERSTATE HIGHWAY 90 AND TRUNK HIGHWAY 169 IN
 DQ5840'BLUE EARTH, AT INTERSTATE HIGHWAY 90 MILE POINT 119.55.
 DQ5840'
 DQ5840'THE MARK IS LOCATED 45.6 FT (13.9 M) SOUTH OF WESTBOUND INTERSTATE
 DQ5840'HIGHWAY 90, 38.7 FT (11.8 M) NORTH OF EASTBOUND INTERSTATE HIGHWAY 90,
 DQ5840'97.3 FT (29.7 M) EAST OF CROSS-OVER, 1.5 FT (0.5 M) EAST WITNESS POST.
 DQ5840'NOTE-THE STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM ROD
 DQ5840'DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION REMOVABLE DISK
 DQ5840'SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH PVC
 DQ5840'PIPE BACK FILLED WITH WASHED SAND.
 DQ5840
 DQ5840                          STATION RECOVERY (2018)
 DQ5840
 DQ5840'RECOVERY NOTE BY MN DEPT OF TRANSP 2018 (TJD)
 DQ5840'1.4 MI (2.3 KM) NORTH-NORTHWEST OF BLUE EARTH, 0.4 MI (0.6 KM) WEST
 DQ5840'ALONG INTERSTATE HIGHWAY 90 FROM THE JUNCTION OF INTERSTATE HIGHWAY 90
 DQ5840'AND TRUNK HIGHWAY 169 IN BLUE EARTH, AT INTERSTATE HIGHWAY 90 MILE
 DQ5840'POINT 119.55, 45.6 FT (13.9 M) SOUTH OF WESTBOUND INTERSTATE HIGHWAY
 DQ5840'90, 38.7 FT (11.8 M) NORTH OF EASTBOUND INTERSTATE HIGHWAY 90, 97.3 FT
 DQ5840'(29.7 M) EAST OF A CROSS-OVER, 1.5 FT (0.5 M) EAST OF A WITNESS POST.
 DQ5840
 DQ5840                          STATION RECOVERY (2022)
 DQ5840
 DQ5840'RECOVERY NOTE BY MN DEPT OF TRANSP 2022 (BXG)
 DQ5840'RECOVERED AS DESCRIBED.
 DQ5840
 DQ5840                          STATION RECOVERY (2023)
 DQ5840
 DQ5840'RECOVERY NOTE BY MN DEPT OF TRANSP 2023 (AXH)
 DQ5840'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DQ5843 ***********************************************************************
 DQ5843  DESIGNATION -  2280 CF
 DQ5843  PID         -  DQ5843
 DQ5843  STATE/COUNTY-  MN/FARIBAULT
 DQ5843  COUNTRY     -  US
 DQ5843  USGS QUAD   -  BLUE EARTH (2019)
 DQ5843
 DQ5843                         *CURRENT SURVEY CONTROL
 DQ5843  ______________________________________________________________________
 DQ5843* NAD 83(2011) POSITION- 43 39 09.84559(N) 094 04 01.58339(W)   ADJUSTED
 DQ5843* NAD 83(2011) ELLIP HT-   301.669 (meters)        (03/20/24)   ADJUSTED
 DQ5843* NAD 83(2011) EPOCH   -  2010.00
 DQ5843* NAVD 88 ORTHO HEIGHT -   330.152 (meters)     1083.17  (feet) ADJUSTED
 DQ5843  ______________________________________________________________________
 DQ5843  GEOID HEIGHT    -        -28.483 (meters)                     GEOID18
 DQ5843  NAD 83(2011) X  -   -327,843.741 (meters)                     COMP
 DQ5843  NAD 83(2011) Y  - -4,610,772.424 (meters)                     COMP
 DQ5843  NAD 83(2011) Z  -  4,380,463.625 (meters)                     COMP
 DQ5843  LAPLACE CORR    -         -3.76  (seconds)                    DEFLEC18
 DQ5843  DYNAMIC HEIGHT  -        330.085 (meters)     1082.95  (feet) COMP
 DQ5843  MODELED GRAVITY -    980,405.1   (mgal)                       NAVD 88
 DQ5843
 DQ5843  VERT ORDER      -  SECOND    CLASS I
 DQ5843
 DQ5843  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DQ5843  Standards:
 DQ5843         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DQ5843            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DQ5843  -------------------------------------------------------------------
 DQ5843  NETWORK    0.72   1.29           0.32   0.26   0.66     -0.09472279
 DQ5843  -------------------------------------------------------------------
 DQ5843  Click here for local accuracies and other accuracy information.
 DQ5843
 DQ5843.The horizontal coordinates were established by GPS observations
 DQ5843.and adjusted by the MN DEPT OF TRANSP in March 2024.
 DQ5843
 DQ5843.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DQ5843.been affixed to the stable North American tectonic plate. See 
 DQ5843.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DQ5843
 DQ5843.The horizontal coordinates are valid at the epoch date displayed above
 DQ5843.which is a decimal equivalence of Year/Month/Day.
 DQ5843
 DQ5843.The orthometric height was determined by differential leveling and
 DQ5843.adjusted by the NATIONAL GEODETIC SURVEY
 DQ5843.in May 2019.
 DQ5843
 DQ5843.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ5843.GEOID18 height accuracy estimate available here.
 DQ5843
 DQ5843.Click photographs - Photos may exist for this station.
 DQ5843
 DQ5843.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DQ5843
 DQ5843.The Laplace correction was computed from DEFLEC18 derived deflections.
 DQ5843
 DQ5843.The ellipsoidal height was determined by GPS observations
 DQ5843.and is referenced to NAD 83.
 DQ5843
 DQ5843.The dynamic height is computed by dividing the NAVD 88
 DQ5843.geopotential number by the normal gravity value computed on the
 DQ5843.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ5843.degrees latitude (g = 980.6199 gals.).
 DQ5843
 DQ5843.The modeled gravity was interpolated from observed gravity values.
 DQ5843
 DQ5843. The following values were computed from the NAD 83(2011) position.
 DQ5843
 DQ5843;                    North         East     Units Scale Factor Converg.
 DQ5843;SPC MN S     -   172,530.309   794,586.183   MT  1.00003085   -0 02 49.3
 DQ5843;SPC MN S     -   566,043.19  2,606,904.84   sFT  1.00003085   -0 02 49.3
 DQ5843;UTM  15      - 4,833,857.231   413,948.021   MT  0.99969108   -0 44 12.0
 DQ5843
 DQ5843!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DQ5843!SPC MN S     -   0.99995270  x   1.00003085  =   0.99998355
 DQ5843!UTM  15      -   0.99995270  x   0.99969108  =   0.99964379
 DQ5843
 DQ5843_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVJ1394833857(NAD 83)
 DQ5843
 DQ5843                          SUPERSEDED SURVEY CONTROL
 DQ5843
 DQ5843.No superseded survey control is available for this station.
 DQ5843
 DQ5843_MARKER: F = FLANGE-ENCASED ROD
 DQ5843_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DQ5843_STAMPING: 2280 CF 2016
 DQ5843_MARK LOGO: MNDT
 DQ5843_PROJECTION: RECESSED 8 CENTIMETERS
 DQ5843_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DQ5843_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ5843_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ5843+SATELLITE: SATELLITE OBSERVATIONS - August 31, 2023
 DQ5843_ROD/PIPE-DEPTH: 8.5 meters
 DQ5843
 DQ5843  HISTORY     - Date     Condition        Report By
 DQ5843  HISTORY     - 20160803 MONUMENTED       MNDT
 DQ5843  HISTORY     - 20180716 GOOD             MNDT
 DQ5843  HISTORY     - 20230831 GOOD             MNDT
 DQ5843
 DQ5843                          STATION DESCRIPTION
 DQ5843
 DQ5843'DESCRIBED BY MN DEPT OF TRANSP 2016
 DQ5843'THE MARK IS LOCATED ABOUT 1.8 MI (2.9 KM) NORTHEAST OF BLUE EARTH.
 DQ5843'
 DQ5843'TO REACH THE MARK GO 1.65 MI (2.65 KM) EAST ALONG INTERSTATE HIGHWAY
 DQ5843'90 FROM THE JUNCTION OF INTERSTATE HIGHWAY 90 AND TRUNK HIGHWAY 169 IN
 DQ5843'BLUE EARTH, AT INTERSTATE HIGHWAY 90 MILE POINT 121.55.
 DQ5843'
 DQ5843'THE MARK IS LOCATED 96.3 FT (29.4 M) SOUTH-SOUTHWEST OF EASTBOUND
 DQ5843'INTERSTATE HIGHWAY 90, 2.7 FT (0.8 M) NORTH-NORTHEAST OF RIGHT-OF-WAY
 DQ5843'FENCE, 1.5 FT (0.5 M) NORTH-NORTHEAST OF A WITNESS POST.
 DQ5843'
 DQ5843'NOTE-THE STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM ROD
 DQ5843'DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION REMOVABLE DISK
 DQ5843'SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH PVC
 DQ5843'PIPE BACK FILLED WITH WASHED SAND.
 DQ5843
 DQ5843                          STATION RECOVERY (2018)
 DQ5843
 DQ5843'RECOVERY NOTE BY MN DEPT OF TRANSP 2018 (TJD)
 DQ5843'1.8 MI (2.9 KM) NORTHEAST OF BLUE EARTH, 1.65 MI (2.65 KM) EAST ALONG
 DQ5843'INTERSTATE HIGHWAY 90 FROM THE JUNCTION OF INTERSTATE HIGHWAY 90 AND
 DQ5843'TRUNK HIGHWAY 169 IN BLUE EARTH, AT INTERSTATE HIGHWAY 90 MILE POINT
 DQ5843'121.55, 96.3 FT (29.4 M) SOUTH-SOUTHWEST OF EASTBOUND INTERSTATE
 DQ5843'HIGHWAY 90, 2.7 FT (0.8 M) NORTH-NORTHEAST OF A RIGHT-OF-WAY FENCE,
 DQ5843'1.5 FT (0.5 M) NORTH-NORTHEAST OF A WITNESS POST.
 DQ5843
 DQ5843                          STATION RECOVERY (2023)
 DQ5843
 DQ5843'RECOVERY NOTE BY MN DEPT OF TRANSP 2023 (AXH)
 DQ5843'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DQ5845 ***********************************************************************
 DQ5845  DESIGNATION -  2280 CG
 DQ5845  PID         -  DQ5845
 DQ5845  STATE/COUNTY-  MN/FARIBAULT
 DQ5845  COUNTRY     -  US
 DQ5845  USGS QUAD   -  BLUE EARTH (2019)
 DQ5845
 DQ5845                         *CURRENT SURVEY CONTROL
 DQ5845  ______________________________________________________________________
 DQ5845* NAD 83(2011) POSITION- 43 39 04.36484(N) 094 01 22.95306(W)   ADJUSTED
 DQ5845* NAD 83(2011) ELLIP HT-   300.164 (meters)        (03/20/24)   ADJUSTED
 DQ5845* NAD 83(2011) EPOCH   -  2010.00
 DQ5845* NAVD 88 ORTHO HEIGHT -   328.736 (meters)     1078.53  (feet) ADJUSTED
 DQ5845  ______________________________________________________________________
 DQ5845  GEOID HEIGHT    -        -28.557 (meters)                     GEOID18
 DQ5845  NAD 83(2011) X  -   -324,305.792 (meters)                     COMP
 DQ5845  NAD 83(2011) Y  - -4,611,138.584 (meters)                     COMP
 DQ5845  NAD 83(2011) Z  -  4,380,340.192 (meters)                     COMP
 DQ5845  LAPLACE CORR    -         -4.57  (seconds)                    DEFLEC18
 DQ5845  DYNAMIC HEIGHT  -        328.667 (meters)     1078.30  (feet) COMP
 DQ5845  MODELED GRAVITY -    980,399.6   (mgal)                       NAVD 88
 DQ5845
 DQ5845  VERT ORDER      -  SECOND    CLASS I
 DQ5845
 DQ5845  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DQ5845  Standards:
 DQ5845         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DQ5845            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DQ5845  -------------------------------------------------------------------
 DQ5845  NETWORK    0.65   1.18           0.30   0.22   0.60     -0.10041090
 DQ5845  -------------------------------------------------------------------
 DQ5845  Click here for local accuracies and other accuracy information.
 DQ5845
 DQ5845.The horizontal coordinates were established by GPS observations
 DQ5845.and adjusted by the MN DEPT OF TRANSP in March 2024.
 DQ5845
 DQ5845.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DQ5845.been affixed to the stable North American tectonic plate. See 
 DQ5845.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DQ5845
 DQ5845.The horizontal coordinates are valid at the epoch date displayed above
 DQ5845.which is a decimal equivalence of Year/Month/Day.
 DQ5845
 DQ5845.The orthometric height was determined by differential leveling and
 DQ5845.adjusted by the NATIONAL GEODETIC SURVEY
 DQ5845.in May 2019.
 DQ5845
 DQ5845.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ5845.GEOID18 height accuracy estimate available here.
 DQ5845
 DQ5845.Click photographs - Photos may exist for this station.
 DQ5845
 DQ5845.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DQ5845
 DQ5845.The Laplace correction was computed from DEFLEC18 derived deflections.
 DQ5845
 DQ5845.The ellipsoidal height was determined by GPS observations
 DQ5845.and is referenced to NAD 83.
 DQ5845
 DQ5845.The dynamic height is computed by dividing the NAVD 88
 DQ5845.geopotential number by the normal gravity value computed on the
 DQ5845.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ5845.degrees latitude (g = 980.6199 gals.).
 DQ5845
 DQ5845.The modeled gravity was interpolated from observed gravity values.
 DQ5845
 DQ5845. The following values were computed from the NAD 83(2011) position.
 DQ5845
 DQ5845;                    North         East     Units Scale Factor Converg.
 DQ5845;SPC MN S     -   172,359.193   798,140.997   MT  1.00003124   -0 00 58.1
 DQ5845;SPC MN S     -   565,481.79  2,618,567.59   sFT  1.00003124   -0 00 58.1
 DQ5845;UTM  15      - 4,833,643.403   417,499.296   MT  0.99968372   -0 42 22.4
 DQ5845
 DQ5845!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DQ5845!SPC MN S     -   0.99995293  x   1.00003124  =   0.99998417
 DQ5845!UTM  15      -   0.99995293  x   0.99968372  =   0.99963667
 DQ5845
 DQ5845_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVJ1749933643(NAD 83)
 DQ5845
 DQ5845                          SUPERSEDED SURVEY CONTROL
 DQ5845
 DQ5845.No superseded survey control is available for this station.
 DQ5845
 DQ5845_MARKER: F = FLANGE-ENCASED ROD
 DQ5845_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DQ5845_STAMPING: 2280 CG 2016
 DQ5845_MARK LOGO: MNDT
 DQ5845_PROJECTION: RECESSED 5 CENTIMETERS
 DQ5845_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DQ5845_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ5845_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ5845+SATELLITE: SATELLITE OBSERVATIONS - August 29, 2023
 DQ5845_ROD/PIPE-DEPTH: 10.7 meters
 DQ5845
 DQ5845  HISTORY     - Date     Condition        Report By
 DQ5845  HISTORY     - 20160815 MONUMENTED       MNDT
 DQ5845  HISTORY     - 20180716 GOOD             MNDT
 DQ5845  HISTORY     - 20201125 GOOD             MNDT
 DQ5845  HISTORY     - 20230829 GOOD             MNDT
 DQ5845
 DQ5845                          STATION DESCRIPTION
 DQ5845
 DQ5845'DESCRIBED BY MN DEPT OF TRANSP 2016
 DQ5845'THE MARK IS LOCATED ABOUT 3.8 MI (6.1 KM) EAST-NORTHEAST OF BLUE
 DQ5845'EARTH.
 DQ5845'
 DQ5845'TO REACH THE MARK GO 3.85 MI (6.19 KM) EAST ALONG INTERSTATE HIGHWAY
 DQ5845'90 FROM THE JUNCTION OF INTERSTATE HIGHWAY 90 AND TRUNK HIGHWAY 169 IN
 DQ5845'BLUE EARTH, AT INTERSTATE HIGHWAY 90 MILE POINT 123.75.
 DQ5845'
 DQ5845'THE MARK IS LOCATED 94.8 FT (28.9 M) SOUTH OF EASTBOUND INTERSTATE
 DQ5845'HIGHWAY 90, 3.7 FT (1.1 M) NORTH OF RIGHT-OF-WAY FENCE, 1.5 FT (0.5 M)
 DQ5845'NORTH OF A WITNESS POST.
 DQ5845'
 DQ5845'NOTE-THE STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM ROD
 DQ5845'DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION REMOVABLE DISK
 DQ5845'SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH PVC
 DQ5845'PIPE BACK FILLED WITH WASHED SAND.
 DQ5845
 DQ5845                          STATION RECOVERY (2018)
 DQ5845
 DQ5845'RECOVERY NOTE BY MN DEPT OF TRANSP 2018 (TJD)
 DQ5845'3.8 MI (6.1 KM) EAST-NORTHEAST OF BLUE EARTH, 3.85 MI (6.19 KM) EAST
 DQ5845'ALONG INTERSTATE HIGHWAY 90 FROM THE JUNCTION OF INTERSTATE HIGHWAY 90
 DQ5845'AND TRUNK HIGHWAY 169 IN BLUE EARTH, AT INTERSTATE HIGHWAY 90 MILE
 DQ5845'POINT 123.75, 94.8 FT (28.9 M) SOUTH OF EASTBOUND INTERSTATE HIGHWAY
 DQ5845'90, 3.7 FT (1.1 M) NORTH OF A RIGHT-OF-WAY FENCE, 1.5 FT (0.5 M) NORTH
 DQ5845'OF A WITNESS POST.
 DQ5845
 DQ5845                          STATION RECOVERY (2020)
 DQ5845
 DQ5845'RECOVERY NOTE BY MN DEPT OF TRANSP 2020 (KMS)
 DQ5845'RECOVERED IN GOOD CONDITION.
 DQ5845
 DQ5845                          STATION RECOVERY (2023)
 DQ5845
 DQ5845'RECOVERY NOTE BY MN DEPT OF TRANSP 2023 (BXG)
 DQ5845'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DQ5854 ***********************************************************************
 DQ5854  DESIGNATION -  2280 CH
 DQ5854  PID         -  DQ5854
 DQ5854  STATE/COUNTY-  MN/FARIBAULT
 DQ5854  COUNTRY     -  US
 DQ5854  USGS QUAD   -  OZA TANKA LAKEBED (2019)
 DQ5854
 DQ5854                         *CURRENT SURVEY CONTROL
 DQ5854  ______________________________________________________________________
 DQ5854* NAD 83(2011) POSITION- 43 39 09.28458(N) 093 54 27.76200(W)   ADJUSTED
 DQ5854* NAD 83(2011) ELLIP HT-   308.648 (meters)        (03/20/24)   ADJUSTED
 DQ5854* NAD 83(2011) EPOCH   -  2010.00
 DQ5854* NAVD 88 ORTHO HEIGHT -   337.479 (meters)     1107.21  (feet) ADJUSTED
 DQ5854  ______________________________________________________________________
 DQ5854  GEOID HEIGHT    -        -28.837 (meters)                     GEOID18
 DQ5854  NAD 83(2011) X  -   -315,016.642 (meters)                     COMP
 DQ5854  NAD 83(2011) Y  - -4,611,683.592 (meters)                     COMP
 DQ5854  NAD 83(2011) Z  -  4,380,455.914 (meters)                     COMP
 DQ5854  LAPLACE CORR    -         -6.18  (seconds)                    DEFLEC18
 DQ5854  DYNAMIC HEIGHT  -        337.404 (meters)     1106.97  (feet) COMP
 DQ5854  MODELED GRAVITY -    980,387.5   (mgal)                       NAVD 88
 DQ5854
 DQ5854  VERT ORDER      -  SECOND    CLASS I
 DQ5854
 DQ5854  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DQ5854  Standards:
 DQ5854         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DQ5854            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DQ5854  -------------------------------------------------------------------
 DQ5854  NETWORK    0.72   1.27           0.33   0.24   0.65     -0.06843961
 DQ5854  -------------------------------------------------------------------
 DQ5854  Click here for local accuracies and other accuracy information.
 DQ5854
 DQ5854.The horizontal coordinates were established by GPS observations
 DQ5854.and adjusted by the MN DEPT OF TRANSP in March 2024.
 DQ5854
 DQ5854.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DQ5854.been affixed to the stable North American tectonic plate. See 
 DQ5854.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DQ5854
 DQ5854.The horizontal coordinates are valid at the epoch date displayed above
 DQ5854.which is a decimal equivalence of Year/Month/Day.
 DQ5854
 DQ5854.The orthometric height was determined by differential leveling and
 DQ5854.adjusted by the NATIONAL GEODETIC SURVEY
 DQ5854.in May 2019.
 DQ5854
 DQ5854.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ5854.GEOID18 height accuracy estimate available here.
 DQ5854
 DQ5854.Click photographs - Photos may exist for this station.
 DQ5854
 DQ5854.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DQ5854
 DQ5854.The Laplace correction was computed from DEFLEC18 derived deflections.
 DQ5854
 DQ5854.The ellipsoidal height was determined by GPS observations
 DQ5854.and is referenced to NAD 83.
 DQ5854
 DQ5854.The dynamic height is computed by dividing the NAVD 88
 DQ5854.geopotential number by the normal gravity value computed on the
 DQ5854.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ5854.degrees latitude (g = 980.6199 gals.).
 DQ5854
 DQ5854.The modeled gravity was interpolated from observed gravity values.
 DQ5854
 DQ5854. The following values were computed from the NAD 83(2011) position.
 DQ5854
 DQ5854;                    North         East     Units Scale Factor Converg.
 DQ5854;SPC MN S     -   172,514.975   807,445.380   MT  1.00003089   +0 03 52.9
 DQ5854;SPC MN S     -   565,992.88  2,649,093.72   sFT  1.00003089   +0 03 52.9
 DQ5854;UTM  15      - 4,833,687.000   426,801.564   MT  0.99966590   -0 37 35.8
 DQ5854
 DQ5854!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DQ5854!SPC MN S     -   0.99995160  x   1.00003089  =   0.99998249
 DQ5854!UTM  15      -   0.99995160  x   0.99966590  =   0.99961752
 DQ5854
 DQ5854_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVJ2680133686(NAD 83)
 DQ5854
 DQ5854                          SUPERSEDED SURVEY CONTROL
 DQ5854
 DQ5854.No superseded survey control is available for this station.
 DQ5854
 DQ5854_MARKER: F = FLANGE-ENCASED ROD
 DQ5854_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DQ5854_STAMPING: 2280 CH 2016
 DQ5854_MARK LOGO: MNDT
 DQ5854_PROJECTION: RECESSED 5 CENTIMETERS
 DQ5854_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DQ5854_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ5854_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ5854+SATELLITE: SATELLITE OBSERVATIONS - August 30, 2023
 DQ5854_ROD/PIPE-DEPTH: 12.8 meters
 DQ5854
 DQ5854  HISTORY     - Date     Condition        Report By
 DQ5854  HISTORY     - 20160809 MONUMENTED       MNDT
 DQ5854  HISTORY     - 20180718 GOOD             MNDT
 DQ5854  HISTORY     - 20230830 GOOD             MNDT
 DQ5854
 DQ5854                          STATION DESCRIPTION
 DQ5854
 DQ5854'DESCRIBED BY MN DEPT OF TRANSP 2016
 DQ5854'THE MARK IS LOCATED ABOUT 4.7 MI (7.6 KM) NORTH-NORTHEAST OF FROST.
 DQ5854'
 DQ5854'TO REACH THE MARK GO 1.0 MI (1.6 KM) EAST ALONG INTERSTATE HIGHWAY 90
 DQ5854'FROM THE JUNCTION OF INTERSTATE HIGHWAY 90 AND TRUNK HIGHWAY 254
 DQ5854'(JUNCTION IS 4.5 MI (7.2 KM) NORTH OF FROST), AT INTERSTATE HIGHWAY 90
 DQ5854'MILE POINT 129.6.
 DQ5854'
 DQ5854'THE MARK IS LOCATED 37.3 FT (11.4 M) NORTH OF WESTBOUND INTERSTATE
 DQ5854'HIGHWAY 90, 61.0 FT (18.6 M) SOUTH OF RIGHT-OF-WAY FENCE, 1.5 FT (0.5
 DQ5854'M) WEST OF A WITNESS POST.
 DQ5854'
 DQ5854'NOTE - THE STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM
 DQ5854'ROD DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION REMOVABLE
 DQ5854'DISK SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH
 DQ5854'PVC PIPE BACK FILLED WITH WASHED SAND.
 DQ5854
 DQ5854                          STATION RECOVERY (2018)
 DQ5854
 DQ5854'RECOVERY NOTE BY MN DEPT OF TRANSP 2018 (TJD)
 DQ5854'4.7 MI (7.6 KM) NORTH-NORTHEAST OF FROST, 1.0 MI (1.6 KM) EAST ALONG
 DQ5854'INTERSTATE HIGHWAY 90 FROM THE JUNCTION OF INTERSTATE HIGHWAY 90 AND
 DQ5854'TRUNK HIGHWAY 254 (THE JUNCTION IS 4.5 MI (7.2 KM) NORTH OF FROST), AT
 DQ5854'INTERSTATE HIGHWAY 90 MILE POINT 129.6, 37.3 FT (11.4 M) NORTH OF
 DQ5854'WESTBOUND INTERSTATE HIGHWAY 90, 61.0 FT (18.6 M) SOUTH OF A
 DQ5854'RIGHT-OF-WAY FENCE, 1.5 FT (0.5 M) WEST OF A WITNESS POST.
 DQ5854
 DQ5854                          STATION RECOVERY (2023)
 DQ5854
 DQ5854'RECOVERY NOTE BY MN DEPT OF TRANSP 2023 (AXH)
 DQ5854'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DQ5855 ***********************************************************************
 DQ5855  DESIGNATION -  2280 CJ
 DQ5855  PID         -  DQ5855
 DQ5855  STATE/COUNTY-  MN/FARIBAULT
 DQ5855  COUNTRY     -  US
 DQ5855  USGS QUAD   -  OZA TANKA LAKEBED (2019)
 DQ5855
 DQ5855                         *CURRENT SURVEY CONTROL
 DQ5855  ______________________________________________________________________
 DQ5855* NAD 83(2011) POSITION- 43 39 07.00828(N) 093 53 12.21028(W)   ADJUSTED
 DQ5855* NAD 83(2011) ELLIP HT-   310.457 (meters)        (03/20/24)   ADJUSTED
 DQ5855* NAD 83(2011) EPOCH   -  2010.00
 DQ5855* NAVD 88 ORTHO HEIGHT -   339.330 (meters)     1113.29  (feet) ADJUSTED
 DQ5855  ______________________________________________________________________
 DQ5855  GEOID HEIGHT    -        -28.891 (meters)                     GEOID18
 DQ5855  NAD 83(2011) X  -   -313,330.806 (meters)                     COMP
 DQ5855  NAD 83(2011) Y  - -4,611,848.360 (meters)                     COMP
 DQ5855  NAD 83(2011) Z  -  4,380,406.330 (meters)                     COMP
 DQ5855  LAPLACE CORR    -         -6.17  (seconds)                    DEFLEC18
 DQ5855  DYNAMIC HEIGHT  -        339.253 (meters)     1113.03  (feet) COMP
 DQ5855  MODELED GRAVITY -    980,384.6   (mgal)                       NAVD 88
 DQ5855
 DQ5855  VERT ORDER      -  SECOND    CLASS I
 DQ5855
 DQ5855  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DQ5855  Standards:
 DQ5855         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DQ5855            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DQ5855  -------------------------------------------------------------------
 DQ5855  NETWORK    0.76   1.39           0.35   0.26   0.71     -0.08931066
 DQ5855  -------------------------------------------------------------------
 DQ5855  Click here for local accuracies and other accuracy information.
 DQ5855
 DQ5855.The horizontal coordinates were established by GPS observations
 DQ5855.and adjusted by the MN DEPT OF TRANSP in March 2024.
 DQ5855
 DQ5855.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DQ5855.been affixed to the stable North American tectonic plate. See 
 DQ5855.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DQ5855
 DQ5855.The horizontal coordinates are valid at the epoch date displayed above
 DQ5855.which is a decimal equivalence of Year/Month/Day.
 DQ5855
 DQ5855.The orthometric height was determined by differential leveling and
 DQ5855.adjusted by the NATIONAL GEODETIC SURVEY
 DQ5855.in May 2019.
 DQ5855
 DQ5855.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ5855.GEOID18 height accuracy estimate available here.
 DQ5855
 DQ5855.Click photographs - Photos may exist for this station.
 DQ5855
 DQ5855.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DQ5855
 DQ5855.The Laplace correction was computed from DEFLEC18 derived deflections.
 DQ5855
 DQ5855.The ellipsoidal height was determined by GPS observations
 DQ5855.and is referenced to NAD 83.
 DQ5855
 DQ5855.The dynamic height is computed by dividing the NAVD 88
 DQ5855.geopotential number by the normal gravity value computed on the
 DQ5855.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ5855.degrees latitude (g = 980.6199 gals.).
 DQ5855
 DQ5855.The modeled gravity was interpolated from observed gravity values.
 DQ5855
 DQ5855. The following values were computed from the NAD 83(2011) position.
 DQ5855
 DQ5855;                    North         East     Units Scale Factor Converg.
 DQ5855;SPC MN S     -   172,446.849   809,138.574   MT  1.00003106   +0 04 45.8
 DQ5855;SPC MN S     -   565,769.37  2,654,648.80   sFT  1.00003106   +0 04 45.8
 DQ5855;UTM  15      - 4,833,598.480   428,493.192   MT  0.99966289   -0 36 43.6
 DQ5855
 DQ5855!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DQ5855!SPC MN S     -   0.99995132  x   1.00003106  =   0.99998238
 DQ5855!UTM  15      -   0.99995132  x   0.99966289  =   0.99961423
 DQ5855
 DQ5855_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVJ2849333598(NAD 83)
 DQ5855
 DQ5855                          SUPERSEDED SURVEY CONTROL
 DQ5855
 DQ5855.No superseded survey control is available for this station.
 DQ5855
 DQ5855_MARKER: F = FLANGE-ENCASED ROD
 DQ5855_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DQ5855_STAMPING: 2280 CJ 2016
 DQ5855_MARK LOGO: MNDT
 DQ5855_PROJECTION: RECESSED 8 CENTIMETERS
 DQ5855_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DQ5855_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ5855_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ5855+SATELLITE: SATELLITE OBSERVATIONS - August 24, 2023
 DQ5855_ROD/PIPE-DEPTH: 16.8 meters
 DQ5855
 DQ5855  HISTORY     - Date     Condition        Report By
 DQ5855  HISTORY     - 20160809 MONUMENTED       MNDT
 DQ5855  HISTORY     - 20180717 GOOD             MNDT
 DQ5855  HISTORY     - 20201202 GOOD             MNDT
 DQ5855  HISTORY     - 20230824 GOOD             MNDT
 DQ5855
 DQ5855                          STATION DESCRIPTION
 DQ5855
 DQ5855'DESCRIBED BY MN DEPT OF TRANSP 2016
 DQ5855'THE MARK IS LOCATED ABOUT 4.9 MI (7.9 KM) NORTH-NORTHEAST OF FROST.
 DQ5855'
 DQ5855'TO REACH THE MARK GO 2.05 MI (3.30 KM) EAST ALONG INTERSTATE HIGHWAY
 DQ5855'90 FROM THE JUNCTION OF INTERSTATE HIGHWAY 90 AND TRUNK HIGHWAY 254
 DQ5855'(JUNCTION IS 4.5 MI (7.2 KM) NORTH OF FROST), AT INTERSTATE HIGHWAY 90
 DQ5855'MILE POINT 130.6.
 DQ5855'
 DQ5855'THE MARK IS LOCATED 95.6 FT (29.1 M) SOUTH OF EASTBOUND INTERSTATE
 DQ5855'HIGHWAY 90, 2.6 FT (0.8 M) NORTH OF RIGHT-OF-WAY FENCE, 1.5 FT (0.5 M)
 DQ5855'NORTH OF A WITNESS POST.
 DQ5855'
 DQ5855'NOTE-THE STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM ROD
 DQ5855'DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION REMOVABLE DISK
 DQ5855'SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH PVC
 DQ5855'PIPE BACK FILLED WITH WASHED SAND.
 DQ5855
 DQ5855                          STATION RECOVERY (2018)
 DQ5855
 DQ5855'RECOVERY NOTE BY MN DEPT OF TRANSP 2018 (TJD)
 DQ5855'4.9 MI (7.9 KM) NORTH-NORTHEAST OF FROST, 2.05 MI (3.30 KM) EAST ALONG
 DQ5855'INTERSTATE HIGHWAY 90 FROM THE JUNCTION OF INTERSTATE HIGHWAY 90 AND
 DQ5855'TRUNK HIGHWAY 254 (THE JUNCTION IS 4.5 MI (7.2 KM) NORTH OF FROST), AT
 DQ5855'INTERSTATE HIGHWAY 90 MILE POINT 130.6, 95.6 FT (29.1 M) SOUTH OF
 DQ5855'EASTBOUND INTERSTATE HIGHWAY 90, 2.6 FT (0.8 M) NORTH OF A
 DQ5855'RIGHT-OF-WAY FENCE, 1.5 FT (0.5 M) NORTH OF A WITNESS POST.
 DQ5855
 DQ5855                          STATION RECOVERY (2020)
 DQ5855
 DQ5855'RECOVERY NOTE BY MN DEPT OF TRANSP 2020 (KMS)
 DQ5855'RECOVERED IN GOOD CONDITION.
 DQ5855
 DQ5855                          STATION RECOVERY (2023)
 DQ5855
 DQ5855'RECOVERY NOTE BY MN DEPT OF TRANSP 2023 (AXD)
 DQ5855'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DQ5858 ***********************************************************************
 DQ5858  DESIGNATION -  2280 CK
 DQ5858  PID         -  DQ5858
 DQ5858  STATE/COUNTY-  MN/FARIBAULT
 DQ5858  COUNTRY     -  US
 DQ5858  USGS QUAD   -  BRUSH CREEK (2019)
 DQ5858
 DQ5858                         *CURRENT SURVEY CONTROL
 DQ5858  ______________________________________________________________________
 DQ5858* NAD 83(2011) POSITION- 43 39 06.46007(N) 093 50 47.91070(W)   ADJUSTED
 DQ5858* NAD 83(2011) ELLIP HT-   313.400 (meters)        (03/20/24)   ADJUSTED
 DQ5858* NAD 83(2011) EPOCH   -  2010.00
 DQ5858* NAVD 88 ORTHO HEIGHT -   342.372 (meters)     1123.27  (feet) ADJUSTED
 DQ5858  ______________________________________________________________________
 DQ5858  GEOID HEIGHT    -        -28.991 (meters)                     GEOID18
 DQ5858  NAD 83(2011) X  -   -310,105.280 (meters)                     COMP
 DQ5858  NAD 83(2011) Y  - -4,612,080.210 (meters)                     COMP
 DQ5858  NAD 83(2011) Z  -  4,380,396.119 (meters)                     COMP
 DQ5858  LAPLACE CORR    -         -5.74  (seconds)                    DEFLEC18
 DQ5858  DYNAMIC HEIGHT  -        342.293 (meters)     1123.01  (feet) COMP
 DQ5858  MODELED GRAVITY -    980,378.9   (mgal)                       NAVD 88
 DQ5858
 DQ5858  VERT ORDER      -  SECOND    CLASS I
 DQ5858
 DQ5858  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DQ5858  Standards:
 DQ5858         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DQ5858            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DQ5858  -------------------------------------------------------------------
 DQ5858  NETWORK    0.71   1.29           0.32   0.25   0.66     -0.12330057
 DQ5858  -------------------------------------------------------------------
 DQ5858  Click here for local accuracies and other accuracy information.
 DQ5858
 DQ5858.The horizontal coordinates were established by GPS observations
 DQ5858.and adjusted by the MN DEPT OF TRANSP in March 2024.
 DQ5858
 DQ5858.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DQ5858.been affixed to the stable North American tectonic plate. See 
 DQ5858.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DQ5858
 DQ5858.The horizontal coordinates are valid at the epoch date displayed above
 DQ5858.which is a decimal equivalence of Year/Month/Day.
 DQ5858
 DQ5858.The orthometric height was determined by differential leveling and
 DQ5858.adjusted by the NATIONAL GEODETIC SURVEY
 DQ5858.in May 2019.
 DQ5858
 DQ5858.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ5858.GEOID18 height accuracy estimate available here.
 DQ5858
 DQ5858.Click photographs - Photos may exist for this station.
 DQ5858
 DQ5858.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DQ5858
 DQ5858.The Laplace correction was computed from DEFLEC18 derived deflections.
 DQ5858
 DQ5858.The ellipsoidal height was determined by GPS observations
 DQ5858.and is referenced to NAD 83.
 DQ5858
 DQ5858.The dynamic height is computed by dividing the NAVD 88
 DQ5858.geopotential number by the normal gravity value computed on the
 DQ5858.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ5858.degrees latitude (g = 980.6199 gals.).
 DQ5858
 DQ5858.The modeled gravity was interpolated from observed gravity values.
 DQ5858
 DQ5858. The following values were computed from the NAD 83(2011) position.
 DQ5858
 DQ5858;                    North         East     Units Scale Factor Converg.
 DQ5858;SPC MN S     -   172,435.203   812,372.358   MT  1.00003110   +0 06 27.0
 DQ5858;SPC MN S     -   565,731.16  2,665,258.31   sFT  1.00003110   +0 06 27.0
 DQ5858;UTM  15      - 4,833,547.814   431,725.401   MT  0.99965734   -0 35 04.0
 DQ5858
 DQ5858!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DQ5858!SPC MN S     -   0.99995086  x   1.00003110  =   0.99998196
 DQ5858!UTM  15      -   0.99995086  x   0.99965734  =   0.99960821
 DQ5858
 DQ5858_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVJ3172533547(NAD 83)
 DQ5858
 DQ5858                          SUPERSEDED SURVEY CONTROL
 DQ5858
 DQ5858.No superseded survey control is available for this station.
 DQ5858
 DQ5858_MARKER: F = FLANGE-ENCASED ROD
 DQ5858_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DQ5858_STAMPING: 2280 CK 2016
 DQ5858_MARK LOGO: MNDT
 DQ5858_PROJECTION: RECESSED 5 CENTIMETERS
 DQ5858_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DQ5858_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ5858_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ5858+SATELLITE: SATELLITE OBSERVATIONS - August 24, 2023
 DQ5858_ROD/PIPE-DEPTH: 13.4 meters
 DQ5858
 DQ5858  HISTORY     - Date     Condition        Report By
 DQ5858  HISTORY     - 20160803 MONUMENTED       MNDT
 DQ5858  HISTORY     - 20180717 GOOD             MNDT
 DQ5858  HISTORY     - 20201125 GOOD             MNDT
 DQ5858  HISTORY     - 20230824 GOOD             MNDT
 DQ5858
 DQ5858                          STATION DESCRIPTION
 DQ5858
 DQ5858'DESCRIBED BY MN DEPT OF TRANSP 2016
 DQ5858'THE MARK IS LOCATED ABOUT 6.3 MI (10.1 KM) NORTH-NORTHWEST OF
 DQ5858'BRICELYN.
 DQ5858'
 DQ5858'TO REACH THE MARK GO 1.95 MI (3.14 KM) WEST ALONG INTERSTATE HIGHWAY
 DQ5858'90 FROM THE JUNCTION OF INTERSTATE HIGHWAY 90 AND TRUNK HIGHWAY 253
 DQ5858'(JUNCTION IS 6.5 MI (10.5 KM) NORTH OF BRICELYN), AT INTERSTATE
 DQ5858'HIGHWAY 90 MILE POINT 132.65.
 DQ5858'
 DQ5858'THE MARK IS LOCATED 95.7 FT (29.2 M) SOUTH OF EASTBOUND INTERSTATE
 DQ5858'HIGHWAY 90, 3.1 FT (0.9 M) NORTH OF RIGHT-OF-WAY FENCE, 2.7 FT (0.8 M)
 DQ5858'NORTH OF A WITNESS POST.
 DQ5858'
 DQ5858'NOTE-THE STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM ROD
 DQ5858'DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION REMOVABLE DISK
 DQ5858'SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH PVC
 DQ5858'PIPE BACK FILLED WITH WASHED SAND.
 DQ5858
 DQ5858                          STATION RECOVERY (2018)
 DQ5858
 DQ5858'RECOVERY NOTE BY MN DEPT OF TRANSP 2018 (TJD)
 DQ5858'6.3 MI (10.1 KM) NORTH-NORTHWEST OF BRICELYN, 1.95 MI (3.14 KM) WEST
 DQ5858'ALONG INTERSTATE HIGHWAY 90 FROM THE JUNCTION OF INTERSTATE HIGHWAY 90
 DQ5858'AND TRUNK HIGHWAY 253 (THE JUNCTION IS 6.5 MI (10.5 KM) NORTH OF
 DQ5858'BRICELYN), AT INTERSTATE HIGHWAY 90 MILE POINT 132.65, 95.7 FT (29.2
 DQ5858'M) SOUTH OF EASTBOUND INTERSTATE HIGHWAY 90, 3.1 FT (0.9 M) NORTH OF A
 DQ5858'RIGHT-OF-WAY FENCE, 2.7 FT (0.8 M) NORTH OF A WITNESS POST.
 DQ5858
 DQ5858                          STATION RECOVERY (2020)
 DQ5858
 DQ5858'RECOVERY NOTE BY MN DEPT OF TRANSP 2020 (KMS)
 DQ5858'RECOVERED IN GOOD CONDITION.
 DQ5858
 DQ5858                          STATION RECOVERY (2023)
 DQ5858
 DQ5858'RECOVERY NOTE BY MN DEPT OF TRANSP 2023 (CXR)
 DQ5858'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DQ5859 ***********************************************************************
 DQ5859  DESIGNATION -  2280 CL
 DQ5859  PID         -  DQ5859
 DQ5859  STATE/COUNTY-  MN/FARIBAULT
 DQ5859  COUNTRY     -  US
 DQ5859  USGS QUAD   -  BRUSH CREEK (2019)
 DQ5859
 DQ5859                         *CURRENT SURVEY CONTROL
 DQ5859  ______________________________________________________________________
 DQ5859* NAD 83(2011) POSITION- 43 39 06.27937(N) 093 50 02.72935(W)   ADJUSTED
 DQ5859* NAD 83(2011) ELLIP HT-   319.379 (meters)        (03/20/24)   ADJUSTED
 DQ5859* NAD 83(2011) EPOCH   -  2010.00
 DQ5859* NAVD 88 ORTHO HEIGHT -   348.388 (meters)     1143.00  (feet) ADJUSTED
 DQ5859  ______________________________________________________________________
 DQ5859  GEOID HEIGHT    -        -29.021 (meters)                     GEOID18
 DQ5859  NAD 83(2011) X  -   -309,095.565 (meters)                     COMP
 DQ5859  NAD 83(2011) Y  - -4,612,156.184 (meters)                     COMP
 DQ5859  NAD 83(2011) Z  -  4,380,396.211 (meters)                     COMP
 DQ5859  LAPLACE CORR    -         -5.69  (seconds)                    DEFLEC18
 DQ5859  DYNAMIC HEIGHT  -        348.307 (meters)     1142.74  (feet) COMP
 DQ5859  MODELED GRAVITY -    980,377.2   (mgal)                       NAVD 88
 DQ5859
 DQ5859  VERT ORDER      -  SECOND    CLASS I
 DQ5859
 DQ5859  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DQ5859  Standards:
 DQ5859         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DQ5859            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DQ5859  -------------------------------------------------------------------
 DQ5859  NETWORK    0.71   1.29           0.32   0.25   0.66     -0.11330529
 DQ5859  -------------------------------------------------------------------
 DQ5859  Click here for local accuracies and other accuracy information.
 DQ5859
 DQ5859.The horizontal coordinates were established by GPS observations
 DQ5859.and adjusted by the MN DEPT OF TRANSP in March 2024.
 DQ5859
 DQ5859.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DQ5859.been affixed to the stable North American tectonic plate. See 
 DQ5859.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DQ5859
 DQ5859.The horizontal coordinates are valid at the epoch date displayed above
 DQ5859.which is a decimal equivalence of Year/Month/Day.
 DQ5859
 DQ5859.The orthometric height was determined by differential leveling and
 DQ5859.adjusted by the NATIONAL GEODETIC SURVEY
 DQ5859.in May 2019.
 DQ5859
 DQ5859.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ5859.GEOID18 height accuracy estimate available here.
 DQ5859
 DQ5859.Click photographs - Photos may exist for this station.
 DQ5859
 DQ5859.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DQ5859
 DQ5859.The Laplace correction was computed from DEFLEC18 derived deflections.
 DQ5859
 DQ5859.The ellipsoidal height was determined by GPS observations
 DQ5859.and is referenced to NAD 83.
 DQ5859
 DQ5859.The dynamic height is computed by dividing the NAVD 88
 DQ5859.geopotential number by the normal gravity value computed on the
 DQ5859.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ5859.degrees latitude (g = 980.6199 gals.).
 DQ5859
 DQ5859.The modeled gravity was interpolated from observed gravity values.
 DQ5859
 DQ5859. The following values were computed from the NAD 83(2011) position.
 DQ5859
 DQ5859;                    North         East     Units Scale Factor Converg.
 DQ5859;SPC MN S     -   172,431.604   813,384.885   MT  1.00003111   +0 06 58.6
 DQ5859;SPC MN S     -   565,719.35  2,668,580.24   sFT  1.00003111   +0 06 58.6
 DQ5859;UTM  15      - 4,833,531.992   432,737.431   MT  0.99965565   -0 34 32.8
 DQ5859
 DQ5859!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DQ5859!SPC MN S     -   0.99994992  x   1.00003111  =   0.99998103
 DQ5859!UTM  15      -   0.99994992  x   0.99965565  =   0.99960559
 DQ5859
 DQ5859_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVJ3273733531(NAD 83)
 DQ5859
 DQ5859                          SUPERSEDED SURVEY CONTROL
 DQ5859
 DQ5859.No superseded survey control is available for this station.
 DQ5859
 DQ5859_MARKER: F = FLANGE-ENCASED ROD
 DQ5859_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DQ5859_STAMPING: 2280 CL 2016
 DQ5859_MARK LOGO: MNDT
 DQ5859_PROJECTION: RECESSED 5 CENTIMETERS
 DQ5859_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DQ5859_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ5859_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ5859+SATELLITE: SATELLITE OBSERVATIONS - August 24, 2023
 DQ5859_ROD/PIPE-DEPTH: 4.3 meters
 DQ5859
 DQ5859  HISTORY     - Date     Condition        Report By
 DQ5859  HISTORY     - 20160803 MONUMENTED       MNDT
 DQ5859  HISTORY     - 20180717 GOOD             MNDT
 DQ5859  HISTORY     - 20230824 GOOD             MNDT
 DQ5859
 DQ5859                          STATION DESCRIPTION
 DQ5859
 DQ5859'DESCRIBED BY MN DEPT OF TRANSP 2016
 DQ5859'THE MARK IS LOCATED ABOUT 6.3 MI (10.1 KM) NORTH-NORTHWEST OF
 DQ5859'BRICELYN.
 DQ5859'
 DQ5859'TO REACH THE MARK GO 1.35 MI (2.17 KM) WEST ALONG INTERSTATE HIGHWAY
 DQ5859'90 FROM THE JUNCTION OF INTERSTATE HIGHWAY 90 AND TRUNK HIGHWAY 253
 DQ5859'(JUNCTION IS 6.5 MI (10.5 KM) NORTH OF BRICELYN), AT INTERSTATE
 DQ5859'HIGHWAY 90 MILE POINT 133.3.
 DQ5859'
 DQ5859'THE MARK IS LOCATED 95.2 FT (29.0 M) SOUTH OF EASTBOUND INTERSTATE
 DQ5859'HIGHWAY 90, 2.9 FT (0.9 M) NORTH OF RIGHT-OF-WAY FENCE, 1.5 FT (0.5 M)
 DQ5859'NORTH OF A WITNESS POST.
 DQ5859'
 DQ5859'NOTE-THE STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM ROD
 DQ5859'DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION REMOVABLE DISK
 DQ5859'SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH PVC
 DQ5859'PIPE BACK FILLED WITH WASHED SAND.
 DQ5859
 DQ5859                          STATION RECOVERY (2018)
 DQ5859
 DQ5859'RECOVERY NOTE BY MN DEPT OF TRANSP 2018 (TJD)
 DQ5859'6.3 MI (10.1 KM) NORTH-NORTHWEST OF BRICELYN, 1.35 MI (2.17 KM) WEST
 DQ5859'ALONG INTERSTATE HIGHWAY 90 FROM THE JUNCTION OF INTERSTATE HIGHWAY 90
 DQ5859'AND TRUNK HIGHWAY 253 (THE JUNCTION IS 6.5 MI (10.5 KM) NORTH OF
 DQ5859'BRICELYN), AT INTERSTATE HIGHWAY 90 MILE POINT 133.3, 95.2 FT (29.0 M)
 DQ5859'SOUTH OF EASTBOUND INTERSTATE HIGHWAY 90, 2.9 FT (0.9 M) NORTH OF A
 DQ5859'RIGHT-OF-WAY FENCE, 1.5 FT (0.5 M) NORTH OF A WITNESS POST.
 DQ5859
 DQ5859                          STATION RECOVERY (2023)
 DQ5859
 DQ5859'RECOVERY NOTE BY MN DEPT OF TRANSP 2023 (CXR)
 DQ5859'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DQ5860 ***********************************************************************
 DQ5860  DESIGNATION -  2280 CM
 DQ5860  PID         -  DQ5860
 DQ5860  STATE/COUNTY-  MN/FARIBAULT
 DQ5860  COUNTRY     -  US
 DQ5860  USGS QUAD   -  BRUSH CREEK (2019)
 DQ5860
 DQ5860                         *CURRENT SURVEY CONTROL
 DQ5860  ______________________________________________________________________
 DQ5860* NAD 83(2011) POSITION- 43 38 56.79306(N) 093 47 22.65707(W)   ADJUSTED
 DQ5860* NAD 83(2011) ELLIP HT-   320.989 (meters)        (03/20/24)   ADJUSTED
 DQ5860* NAD 83(2011) EPOCH   -  2010.00
 DQ5860* NAVD 88 ORTHO HEIGHT -   350.111 (meters)     1148.66  (feet) ADJUSTED
 DQ5860  ______________________________________________________________________
 DQ5860  GEOID HEIGHT    -        -29.126 (meters)                     GEOID18
 DQ5860  NAD 83(2011) X  -   -305,529.632 (meters)                     COMP
 DQ5860  NAD 83(2011) Y  - -4,612,597.488 (meters)                     COMP
 DQ5860  NAD 83(2011) Z  -  4,380,185.472 (meters)                     COMP
 DQ5860  LAPLACE CORR    -         -5.37  (seconds)                    DEFLEC18
 DQ5860  DYNAMIC HEIGHT  -        350.028 (meters)     1148.38  (feet) COMP
 DQ5860  MODELED GRAVITY -    980,370.9   (mgal)                       NAVD 88
 DQ5860
 DQ5860  VERT ORDER      -  SECOND    CLASS I
 DQ5860
 DQ5860  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DQ5860  Standards:
 DQ5860         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DQ5860            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DQ5860  -------------------------------------------------------------------
 DQ5860  NETWORK    0.69   1.27           0.31   0.24   0.65     -0.12859184
 DQ5860  -------------------------------------------------------------------
 DQ5860  Click here for local accuracies and other accuracy information.
 DQ5860
 DQ5860.The horizontal coordinates were established by GPS observations
 DQ5860.and adjusted by the MN DEPT OF TRANSP in March 2024.
 DQ5860
 DQ5860.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DQ5860.been affixed to the stable North American tectonic plate. See 
 DQ5860.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DQ5860
 DQ5860.The horizontal coordinates are valid at the epoch date displayed above
 DQ5860.which is a decimal equivalence of Year/Month/Day.
 DQ5860
 DQ5860.The orthometric height was determined by differential leveling and
 DQ5860.adjusted by the NATIONAL GEODETIC SURVEY
 DQ5860.in May 2019.
 DQ5860
 DQ5860.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ5860.GEOID18 height accuracy estimate available here.
 DQ5860
 DQ5860.Click photographs - Photos may exist for this station.
 DQ5860
 DQ5860.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DQ5860
 DQ5860.The Laplace correction was computed from DEFLEC18 derived deflections.
 DQ5860
 DQ5860.The ellipsoidal height was determined by GPS observations
 DQ5860.and is referenced to NAD 83.
 DQ5860
 DQ5860.The dynamic height is computed by dividing the NAVD 88
 DQ5860.geopotential number by the normal gravity value computed on the
 DQ5860.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ5860.degrees latitude (g = 980.6199 gals.).
 DQ5860
 DQ5860.The modeled gravity was interpolated from observed gravity values.
 DQ5860
 DQ5860. The following values were computed from the NAD 83(2011) position.
 DQ5860
 DQ5860;                    North         East     Units Scale Factor Converg.
 DQ5860;SPC MN S     -   172,147.080   816,972.865   MT  1.00003178   +0 08 50.8
 DQ5860;SPC MN S     -   564,785.88  2,680,351.81   sFT  1.00003178   +0 08 50.8
 DQ5860;UTM  15      - 4,833,204.261   436,320.354   MT  0.99964988   -0 32 42.2
 DQ5860
 DQ5860!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DQ5860!SPC MN S     -   0.99994967  x   1.00003178  =   0.99998145
 DQ5860!UTM  15      -   0.99994967  x   0.99964988  =   0.99959957
 DQ5860
 DQ5860_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVJ3632033204(NAD 83)
 DQ5860
 DQ5860                          SUPERSEDED SURVEY CONTROL
 DQ5860
 DQ5860.No superseded survey control is available for this station.
 DQ5860
 DQ5860_MARKER: F = FLANGE-ENCASED ROD
 DQ5860_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DQ5860_STAMPING: 2280 CM 2016
 DQ5860_MARK LOGO: MNDT
 DQ5860_PROJECTION: RECESSED 5 CENTIMETERS
 DQ5860_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DQ5860_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ5860_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ5860+SATELLITE: SATELLITE OBSERVATIONS - August 24, 2023
 DQ5860_ROD/PIPE-DEPTH: 7.3 meters
 DQ5860
 DQ5860  HISTORY     - Date     Condition        Report By
 DQ5860  HISTORY     - 20160803 MONUMENTED       MNDT
 DQ5860  HISTORY     - 20180717 GOOD             MNDT
 DQ5860  HISTORY     - 20230824 GOOD             MNDT
 DQ5860
 DQ5860                          STATION DESCRIPTION
 DQ5860
 DQ5860'DESCRIBED BY MN DEPT OF TRANSP 2016
 DQ5860'THE MARK IS LOCATED ABOUT 6.3 MI (10.1 KM) NORTH-NORTHEAST OF
 DQ5860'BRICELYN.
 DQ5860'
 DQ5860'TO REACH THE MARK GO 0.9 MI (1.4 KM) EAST ALONG INTERSTATE HIGHWAY 90
 DQ5860'FROM THE JUNCTION OF INTERSTATE HIGHWAY 90 AND TRUNK HIGHWAY 253
 DQ5860'(JUNCTION IS 6.5 MI (10.5 KM) NORTH OF BRICELYN), AT INTERSTATE
 DQ5860'HIGHWAY 90 MILE POINT 135.55.
 DQ5860'
 DQ5860'THE MARK IS LOCATED 38.5 FT (11.7 M) NORTH OF EASTBOUND INTERSTATE
 DQ5860'HIGHWAY 90, 45.8 FT (14.0 M) SOUTH OF WESTBOUND INTERSTATE HIGHWAY 90,
 DQ5860'1.5 FT (0.5 M) NORTH OF A WITNESS POST.
 DQ5860'
 DQ5860'NOTE-THE STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM ROD
 DQ5860'DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION REMOVABLE DISK
 DQ5860'SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH PVC
 DQ5860'PIPE BACK FILLED WITH WASHED SAND.
 DQ5860
 DQ5860                          STATION RECOVERY (2018)
 DQ5860
 DQ5860'RECOVERY NOTE BY MN DEPT OF TRANSP 2018 (TJD)
 DQ5860'6.3 MI (10.1 KM) NORTH-NORTHEAST OF BRICELYN, 0.9 MI (1.4 KM) EAST
 DQ5860'ALONG INTERSTATE HIGHWAY 90 FROM THE JUNCTION OF INTERSTATE HIGHWAY 90
 DQ5860'AND TRUNK HIGHWAY 253 (THE JUNCTION IS 6.5 MI (10.5 KM) NORTH OF
 DQ5860'BRICELYN), AT INTERSTATE HIGHWAY 90 MILE POINT 135.55, 38.5 FT (11.7
 DQ5860'M) NORTH OF EASTBOUND INTERSTATE HIGHWAY 90, 45.8 FT (14.0 M) SOUTH OF
 DQ5860'WESTBOUND INTERSTATE HIGHWAY 90, 1.5 FT (0.5 M) NORTH OF A WITNESS
 DQ5860'POST.
 DQ5860
 DQ5860                          STATION RECOVERY (2023)
 DQ5860
 DQ5860'RECOVERY NOTE BY MN DEPT OF TRANSP 2023 (LXG)
 DQ5860'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DQ5861 ***********************************************************************
 DQ5861  DESIGNATION -  2280 CN
 DQ5861  PID         -  DQ5861
 DQ5861  STATE/COUNTY-  MN/FARIBAULT
 DQ5861  COUNTRY     -  US
 DQ5861  USGS QUAD   -  BRUSH CREEK (2019)
 DQ5861
 DQ5861                         *CURRENT SURVEY CONTROL
 DQ5861  ______________________________________________________________________
 DQ5861* NAD 83(2011) POSITION- 43 38 56.10283(N) 093 46 22.63388(W)   ADJUSTED
 DQ5861* NAD 83(2011) ELLIP HT-   319.302 (meters)        (03/20/24)   ADJUSTED
 DQ5861* NAD 83(2011) EPOCH   -  2010.00
 DQ5861* NAVD 88 ORTHO HEIGHT -   348.456 (meters)     1143.23  (feet) ADJUSTED
 DQ5861  ______________________________________________________________________
 DQ5861  GEOID HEIGHT    -        -29.162 (meters)                     GEOID18
 DQ5861  NAD 83(2011) X  -   -304,188.237 (meters)                     COMP
 DQ5861  NAD 83(2011) Y  - -4,612,699.657 (meters)                     COMP
 DQ5861  NAD 83(2011) Z  -  4,380,168.893 (meters)                     COMP
 DQ5861  LAPLACE CORR    -         -5.07  (seconds)                    DEFLEC18
 DQ5861  DYNAMIC HEIGHT  -        348.372 (meters)     1142.95  (feet) COMP
 DQ5861  MODELED GRAVITY -    980,368.9   (mgal)                       NAVD 88
 DQ5861
 DQ5861  VERT ORDER      -  SECOND    CLASS I
 DQ5861
 DQ5861  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DQ5861  Standards:
 DQ5861         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DQ5861            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DQ5861  -------------------------------------------------------------------
 DQ5861  NETWORK    0.69   1.25           0.31   0.25   0.64     -0.12334803
 DQ5861  -------------------------------------------------------------------
 DQ5861  Click here for local accuracies and other accuracy information.
 DQ5861
 DQ5861.The horizontal coordinates were established by GPS observations
 DQ5861.and adjusted by the MN DEPT OF TRANSP in March 2024.
 DQ5861
 DQ5861.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DQ5861.been affixed to the stable North American tectonic plate. See 
 DQ5861.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DQ5861
 DQ5861.The horizontal coordinates are valid at the epoch date displayed above
 DQ5861.which is a decimal equivalence of Year/Month/Day.
 DQ5861
 DQ5861.The orthometric height was determined by differential leveling and
 DQ5861.adjusted by the NATIONAL GEODETIC SURVEY
 DQ5861.in May 2019.
 DQ5861
 DQ5861.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ5861.GEOID18 height accuracy estimate available here.
 DQ5861
 DQ5861.Click photographs - Photos may exist for this station.
 DQ5861
 DQ5861.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DQ5861
 DQ5861.The Laplace correction was computed from DEFLEC18 derived deflections.
 DQ5861
 DQ5861.The ellipsoidal height was determined by GPS observations
 DQ5861.and is referenced to NAD 83.
 DQ5861
 DQ5861.The dynamic height is computed by dividing the NAVD 88
 DQ5861.geopotential number by the normal gravity value computed on the
 DQ5861.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ5861.degrees latitude (g = 980.6199 gals.).
 DQ5861
 DQ5861.The modeled gravity was interpolated from observed gravity values.
 DQ5861
 DQ5861. The following values were computed from the NAD 83(2011) position.
 DQ5861
 DQ5861;                    North         East     Units Scale Factor Converg.
 DQ5861;SPC MN S     -   172,129.376   818,318.104   MT  1.00003183   +0 09 32.9
 DQ5861;SPC MN S     -   564,727.79  2,684,765.31   sFT  1.00003183   +0 09 32.9
 DQ5861;UTM  15      - 4,833,170.311   437,664.766   MT  0.99964779   -0 32 00.7
 DQ5861
 DQ5861!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DQ5861!SPC MN S     -   0.99994993  x   1.00003183  =   0.99998176
 DQ5861!UTM  15      -   0.99994993  x   0.99964779  =   0.99959774
 DQ5861
 DQ5861_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVJ3766433170(NAD 83)
 DQ5861
 DQ5861                          SUPERSEDED SURVEY CONTROL
 DQ5861
 DQ5861.No superseded survey control is available for this station.
 DQ5861
 DQ5861_MARKER: F = FLANGE-ENCASED ROD
 DQ5861_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DQ5861_STAMPING: 2280 CN 2016
 DQ5861_MARK LOGO: MNDT
 DQ5861_PROJECTION: RECESSED 5 CENTIMETERS
 DQ5861_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DQ5861_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ5861_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ5861+SATELLITE: SATELLITE OBSERVATIONS - August 24, 2023
 DQ5861_ROD/PIPE-DEPTH: 8.8 meters
 DQ5861
 DQ5861  HISTORY     - Date     Condition        Report By
 DQ5861  HISTORY     - 20160803 MONUMENTED       MNDT
 DQ5861  HISTORY     - 20180717 GOOD             MNDT
 DQ5861  HISTORY     - 20201125 GOOD             MNDT
 DQ5861  HISTORY     - 20230824 GOOD             MNDT
 DQ5861
 DQ5861                          STATION DESCRIPTION
 DQ5861
 DQ5861'DESCRIBED BY MN DEPT OF TRANSP 2016
 DQ5861'THE MARK IS LOCATED ABOUT 6.3 MI (10.1 KM) NORTH-NORTHEAST OF
 DQ5861'BRICELYN.
 DQ5861'
 DQ5861'TO REACH THE MARK GO 1.75 MI (2.82 KM) EAST ALONG INTERSTATE HIGHWAY
 DQ5861'90 FROM THE JUNCTION OF INTERSTATE HIGHWAY 90 AND TRUNK HIGHWAY 253
 DQ5861'(JUNCTION IS 6.5 MI (10.5 KM) NORTH OF BRICELYN), AT INTERSTATE
 DQ5861'HIGHWAY 90 MILE POINT 136.35.
 DQ5861'
 DQ5861'THE MARK IS LOCATED 48.8 FT (14.9 M) SOUTH OF EASTBOUND INTERSTATE
 DQ5861'HIGHWAY 90, 1.5 FT (0.5 M) NORTH OF A WITNESS POST.
 DQ5861'
 DQ5861'NOTE-THE STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM ROD
 DQ5861'DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION REMOVABLE DISK
 DQ5861'SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH PVC
 DQ5861'PIPE BACK FILLED WITH WASHED SAND.
 DQ5861
 DQ5861                          STATION RECOVERY (2018)
 DQ5861
 DQ5861'RECOVERY NOTE BY MN DEPT OF TRANSP 2018 (TJD)
 DQ5861'6.3 MI (10.1 KM) NORTH-NORTHEAST OF BRICELYN, 1.75 MI (2.82 KM) EAST
 DQ5861'ALONG INTERSTATE HIGHWAY 90 FROM THE JUNCTION OF INTERSTATE HIGHWAY 90
 DQ5861'AND TRUNK HIGHWAY 253 (THE JUNCTION IS 6.5 MI (10.5 KM) NORTH OF
 DQ5861'BRICELYN), AT INTERSTATE HIGHWAY 90 MILE POINT 136.35, 48.8 FT (14.9
 DQ5861'M) SOUTH OF EASTBOUND INTERSTATE HIGHWAY 90, 1.5 FT (0.5 M) NORTH OF A
 DQ5861'WITNESS POST.
 DQ5861
 DQ5861                          STATION RECOVERY (2020)
 DQ5861
 DQ5861'RECOVERY NOTE BY MN DEPT OF TRANSP 2020 (KMS)
 DQ5861'RECOVERED IN GOOD CONDITION.
 DQ5861
 DQ5861                          STATION RECOVERY (2023)
 DQ5861
 DQ5861'RECOVERY NOTE BY MN DEPT OF TRANSP 2023 (LXG)
 DQ5861'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DQ5869 ***********************************************************************
 DQ5869  DESIGNATION -  2280 CP
 DQ5869  PID         -  DQ5869
 DQ5869  STATE/COUNTY-  MN/FARIBAULT
 DQ5869  COUNTRY     -  US
 DQ5869  USGS QUAD   -  WELLS (2019)
 DQ5869
 DQ5869                         *CURRENT SURVEY CONTROL
 DQ5869  ______________________________________________________________________
 DQ5869* NAD 83(2011) POSITION- 43 39 35.48893(N) 093 41 32.33688(W)   ADJUSTED
 DQ5869* NAD 83(2011) ELLIP HT-   327.467 (meters)        (03/20/24)   ADJUSTED
 DQ5869* NAD 83(2011) EPOCH   -  2010.00
 DQ5869* NAVD 88 ORTHO HEIGHT -   356.783 (meters)     1170.55  (feet) ADJUSTED
 DQ5869  ______________________________________________________________________
 DQ5869  GEOID HEIGHT    -        -29.313 (meters)                     GEOID18
 DQ5869  NAD 83(2011) X  -   -297,642.367 (meters)                     COMP
 DQ5869  NAD 83(2011) Y  - -4,612,291.689 (meters)                     COMP
 DQ5869  NAD 83(2011) Z  -  4,381,054.051 (meters)                     COMP
 DQ5869  LAPLACE CORR    -         -3.89  (seconds)                    DEFLEC18
 DQ5869  DYNAMIC HEIGHT  -        356.695 (meters)     1170.26  (feet) COMP
 DQ5869  MODELED GRAVITY -    980,361.5   (mgal)                       NAVD 88
 DQ5869
 DQ5869  VERT ORDER      -  SECOND    CLASS I
 DQ5869
 DQ5869  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DQ5869  Standards:
 DQ5869         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DQ5869            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DQ5869  -------------------------------------------------------------------
 DQ5869  NETWORK    0.69   1.25           0.31   0.25   0.64     -0.12021028
 DQ5869  -------------------------------------------------------------------
 DQ5869  Click here for local accuracies and other accuracy information.
 DQ5869
 DQ5869.The horizontal coordinates were established by GPS observations
 DQ5869.and adjusted by the MN DEPT OF TRANSP in March 2024.
 DQ5869
 DQ5869.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DQ5869.been affixed to the stable North American tectonic plate. See 
 DQ5869.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DQ5869
 DQ5869.The horizontal coordinates are valid at the epoch date displayed above
 DQ5869.which is a decimal equivalence of Year/Month/Day.
 DQ5869
 DQ5869.The orthometric height was determined by differential leveling and
 DQ5869.adjusted by the NATIONAL GEODETIC SURVEY
 DQ5869.in May 2019.
 DQ5869
 DQ5869.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ5869.GEOID18 height accuracy estimate available here.
 DQ5869
 DQ5869.Click photographs - Photos may exist for this station.
 DQ5869
 DQ5869.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DQ5869
 DQ5869.The Laplace correction was computed from DEFLEC18 derived deflections.
 DQ5869
 DQ5869.The ellipsoidal height was determined by GPS observations
 DQ5869.and is referenced to NAD 83.
 DQ5869
 DQ5869.The dynamic height is computed by dividing the NAVD 88
 DQ5869.geopotential number by the normal gravity value computed on the
 DQ5869.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ5869.degrees latitude (g = 980.6199 gals.).
 DQ5869
 DQ5869.The modeled gravity was interpolated from observed gravity values.
 DQ5869
 DQ5869. The following values were computed from the NAD 83(2011) position.
 DQ5869
 DQ5869;                    North         East     Units Scale Factor Converg.
 DQ5869;SPC MN S     -   173,366.243   824,819.388   MT  1.00002904   +0 12 56.4
 DQ5869;SPC MN S     -   568,785.75  2,706,094.94   sFT  1.00002904   +0 12 56.4
 DQ5869;UTM  15      - 4,834,327.989   444,178.013   MT  0.99963833   -0 28 40.7
 DQ5869
 DQ5869!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DQ5869!SPC MN S     -   0.99994865  x   1.00002904  =   0.99997769
 DQ5869!UTM  15      -   0.99994865  x   0.99963833  =   0.99958700
 DQ5869
 DQ5869_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVJ4417834327(NAD 83)
 DQ5869
 DQ5869                          SUPERSEDED SURVEY CONTROL
 DQ5869
 DQ5869.No superseded survey control is available for this station.
 DQ5869
 DQ5869_MARKER: F = FLANGE-ENCASED ROD
 DQ5869_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DQ5869_STAMPING: 2280 CP 2016
 DQ5869_MARK LOGO: MNDT
 DQ5869_PROJECTION: RECESSED 5 CENTIMETERS
 DQ5869_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DQ5869_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ5869_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ5869+SATELLITE: SATELLITE OBSERVATIONS - August 24, 2023
 DQ5869_ROD/PIPE-DEPTH: 10.4 meters
 DQ5869
 DQ5869  HISTORY     - Date     Condition        Report By
 DQ5869  HISTORY     - 20160809 MONUMENTED       MNDT
 DQ5869  HISTORY     - 20180717 GOOD             MNDT
 DQ5869  HISTORY     - 20230824 GOOD             MNDT
 DQ5869
 DQ5869                          STATION DESCRIPTION
 DQ5869
 DQ5869'DESCRIBED BY MN DEPT OF TRANSP 2016
 DQ5869'THE MARK IS LOCATED ABOUT 6.1 MI (9.8 KM) SOUTH-SOUTHEAST OF WELLS.
 DQ5869'
 DQ5869'TO REACH THE MARK GO 1.8 MI (2.9 KM) EAST ALONG INTERSTATE HIGHWAY 90
 DQ5869'FROM THE JUNCTION OF INTERSTATE HIGHWAY 90 AND TRUNK HIGHWAY 22
 DQ5869'(JUNCTION IS 6.0 MI (9.7 KM) SOUTH OF WELLS), AT INTERSTATE HIGHWAY 90
 DQ5869'MILE POINT 140.5.
 DQ5869'
 DQ5869'THE MARK IS LOCATED 95.6 FT (29.1 M) NORTH-WESTBOUND INTERSTATE
 DQ5869'HIGHWAY 90, 2.7 FT (0.8 M) SOUTH OF RIGHT-OF-WAY FENCE, 1.5 FT (0.5 M)
 DQ5869'SOUTH OF A WITNESS POST.
 DQ5869'
 DQ5869'NOTE-THE STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM ROD
 DQ5869'DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION REMOVABLE DISK
 DQ5869'SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH PVC
 DQ5869'PIPE BACK FILLED WITH WASHED SAND.
 DQ5869
 DQ5869                          STATION RECOVERY (2018)
 DQ5869
 DQ5869'RECOVERY NOTE BY MN DEPT OF TRANSP 2018 (TJD)
 DQ5869'6.1 MI (9.8 KM) SOUTH-SOUTHEAST OF WELLS, 1.8 MI (2.9 KM) EAST ALONG
 DQ5869'INTERSTATE HIGHWAY 90 FROM THE JUNCTION OF INTERSTATE HIGHWAY 90 AND
 DQ5869'TRUNK HIGHWAY 22 (THE JUNCTION IS 6.0 MI (9.7 KM) SOUTH OF WELLS), AT
 DQ5869'INTERSTATE HIGHWAY 90 MILE POINT 140.5, 95.6 FT (29.1 M)
 DQ5869'NORTH-WESTBOUND INTERSTATE HIGHWAY 90, 2.7 FT (0.8 M) SOUTH OF A
 DQ5869'RIGHT-OF-WAY FENCE, 1.5 FT (0.5 M) SOUTH OF A WITNESS POST.
 DQ5869
 DQ5869                          STATION RECOVERY (2023)
 DQ5869
 DQ5869'RECOVERY NOTE BY MN DEPT OF TRANSP 2023 (SXR)
 DQ5869'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 OO1334 ***********************************************************************
 OO1334  DESIGNATION -  2280 M
 OO1334  PID         -  OO1334
 OO1334  STATE/COUNTY-  MN/FARIBAULT
 OO1334  COUNTRY     -  US
 OO1334  USGS QUAD   -  OZA TANKA LAKEBED (2019)
 OO1334
 OO1334                         *CURRENT SURVEY CONTROL
 OO1334  ______________________________________________________________________
 OO1334* NAD 83(1986) POSITION- 43 39 07.56   (N) 093 57 27.79   (W)   HD_HELD1
 OO1334* NAVD 88 ORTHO HEIGHT -   330.783 (meters)     1085.24  (feet) ADJUSTED
 OO1334  ______________________________________________________________________
 OO1334  GEOID HEIGHT    -        -28.707 (meters)                     GEOID18
 OO1334  DYNAMIC HEIGHT  -        330.711 (meters)     1085.01  (feet) COMP
 OO1334  MODELED GRAVITY -    980,393.8   (mgal)                       NAVD 88
 OO1334
 OO1334  VERT ORDER      -  SECOND    CLASS I
 OO1334
 OO1334.The horizontal coordinates were determined by differentially corrected
 OO1334.hand held GPS observations or other comparable positioning techniques
 OO1334.and have an estimated accuracy of +/- 3 meters.
 OO1334
 OO1334.The orthometric height was determined by differential leveling and
 OO1334.adjusted by the NATIONAL GEODETIC SURVEY
 OO1334.in June 1991.
 OO1334
 OO1334.Significant digits in the geoid height do not necessarily reflect accuracy.
 OO1334.GEOID18 height accuracy estimate available here.
 OO1334
 OO1334.Click photographs - Photos may exist for this station.
 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     -   172,458.4     803,411.0     MT  (+/- 3 meters HH1 GPS) 
 OO1334
 OO1334_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVJ2276833679(NAD 83)
 OO1334
 OO1334                          SUPERSEDED SURVEY CONTROL
 OO1334
 OO1334.No superseded survey control is available for this station.
 OO1334
 OO1334_MARKER: DB = BENCH MARK DISK
 OO1334_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 OO1334_STAMPING: 2280 M 1965
 OO1334_MARK LOGO: MNHD
 OO1334_PROJECTION: FLUSH
 OO1334_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 OO1334_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OO1334_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 OO1334+SATELLITE: SATELLITE OBSERVATIONS - July 18, 2018
 OO1334
 OO1334  HISTORY     - Date     Condition        Report By
 OO1334  HISTORY     - 1965     MONUMENTED       MNHD
 OO1334  HISTORY     - 1980     GOOD             MNDT
 OO1334  HISTORY     - 20160706 MARK NOT FOUND   MNDT
 OO1334  HISTORY     - 20180718 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.
 OO1334
 OO1334                          STATION RECOVERY (2016)
 OO1334
 OO1334'RECOVERY NOTE BY MN DEPT OF TRANSP 2016 (TJD)
 OO1334'AFTER A THOROUGH FIELD SEARCH MARK WAS NOT FOUND.
 OO1334
 OO1334                          STATION RECOVERY (2018)
 OO1334
 OO1334'RECOVERY NOTE BY MN DEPT OF TRANSP 2018 (TJD)
 OO1334'4.8 MI (7.7 KM) NORTH-NORTHWEST OF FROST, 1.5 MI (2.4 KM) WEST ON
 OO1334'INTERSTATE HIGHWAY 90 FROM THE JUNCTION OF INTERSTATE HIGHWAY 90 AND
 OO1334'TRUNK HIGHWAY 254, AT INTERSTATE HIGHWAY 90 MILE POINT 127.05, 99.5 FT
 OO1334'(30.3 M) NORTH OF WESTBOUND INTERSTATE HIGHWAY 90, 65.5 FT (20.0 M)
 OO1334'NORTHWEST OF THE WEST END OF THE NORTH HEADWALL ON AN INTERSTATE
 OO1334'HIGHWAY 90 BOX CULVERT, 44.2 FT (13.5 M) NORTHEAST OF A PIPELINE
 OO1334'MARKER AND A VENT, 27.5 FT (8.4 M) NORTH-NORTHEAST OF THE WEST GATE
 OO1334'POST ON A RIGHT-OF-WAY FENCE, 0.6 FT (18 CM) SOUTH OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 OO1350 ***********************************************************************
 OO1350  DESIGNATION -  2280 N
 OO1350  PID         -  OO1350
 OO1350  STATE/COUNTY-  MN/FARIBAULT
 OO1350  COUNTRY     -  US
 OO1350  USGS QUAD   -  OZA TANKA LAKEBED (2019)
 OO1350
 OO1350                         *CURRENT SURVEY CONTROL
 OO1350  ______________________________________________________________________
 OO1350* NAD 83(1986) POSITION- 43 39 06.     (N) 093 53 52.     (W)   SCALED
 OO1350* NAVD 88 ORTHO HEIGHT -   337.538 (meters)     1107.41  (feet) ADJUSTED
 OO1350  ______________________________________________________________________
 OO1350  GEOID HEIGHT    -        -28.862 (meters)                     GEOID18
 OO1350  DYNAMIC HEIGHT  -        337.463 (meters)     1107.16  (feet) COMP
 OO1350  MODELED GRAVITY -    980,386.1   (mgal)                       NAVD 88
 OO1350
 OO1350  VERT ORDER      -  SECOND    CLASS I
 OO1350
 OO1350.The horizontal coordinates were scaled from a map and have
 OO1350.an estimated accuracy of +/- 6 seconds.
 OO1350
 OO1350.The orthometric height was determined by differential leveling and
 OO1350.adjusted by the NATIONAL GEODETIC SURVEY
 OO1350.in June 1991.
 OO1350
 OO1350.Significant digits in the geoid height do not necessarily reflect accuracy.
 OO1350.GEOID18 height accuracy estimate available here.
 OO1350
 OO1350.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVJ276335(NAD 83)
 OO1350
 OO1350                          SUPERSEDED SURVEY CONTROL
 OO1350
 OO1350.No superseded survey control is available for this station.
 OO1350
 OO1350_MARKER: DB = BENCH MARK DISK
 OO1350_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OO1350_STAMPING: 2280 N 1965
 OO1350_MARK LOGO: MNHD
 OO1350_PROJECTION: RECESSED 3 CENTIMETERS
 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       MNHD
 OO1350  HISTORY     - 1980     GOOD             MNDT
 OO1350  HISTORY     - 20180717 MARK NOT FOUND   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.
 OO1350
 OO1350                          STATION RECOVERY (2018)
 OO1350
 OO1350'RECOVERY NOTE BY MN DEPT OF TRANSP 2018 (TJD)
 OO1350'AFTER A THOROUGH FIELD SEARCH MARK WAS NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 OO1358 ***********************************************************************
 OO1358  DESIGNATION -  2280 X
 OO1358  PID         -  OO1358
 OO1358  STATE/COUNTY-  MN/FARIBAULT
 OO1358  COUNTRY     -  US
 OO1358  USGS QUAD   -  WELLS (2019)
 OO1358
 OO1358                         *CURRENT SURVEY CONTROL
 OO1358  ______________________________________________________________________
 OO1358* NAD 83(2011) POSITION- 43 39 19.43695(N) 093 44 20.23318(W)   ADJUSTED
 OO1358* NAD 83(2011) ELLIP HT-   322.203 (meters)        (06/27/12)   ADJUSTED
 OO1358* NAD 83(2011) EPOCH   -  2010.00
 OO1358* NAVD 88 ORTHO HEIGHT -   351.432 (meters)     1152.99  (feet) ADJUSTED
 OO1358  ______________________________________________________________________
 OO1358  GEOID HEIGHT    -        -29.229 (meters)                     GEOID18
 OO1358  NAD 83(2011) X  -   -301,418.656 (meters)                     COMP
 OO1358  NAD 83(2011) Y  - -4,612,385.377 (meters)                     COMP
 OO1358  NAD 83(2011) Z  -  4,380,691.983 (meters)                     COMP
 OO1358  LAPLACE CORR    -         -4.62  (seconds)                    DEFLEC18
 OO1358  DYNAMIC HEIGHT  -        351.347 (meters)     1152.71  (feet) COMP
 OO1358  MODELED GRAVITY -    980,365.7   (mgal)                       NAVD 88
 OO1358
 OO1358  VERT ORDER      -  SECOND    CLASS I
 OO1358
 OO1358  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 OO1358  Standards:
 OO1358         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 OO1358            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 OO1358  -------------------------------------------------------------------
 OO1358  NETWORK    0.46   0.53           0.21   0.16   0.27     -0.05008236
 OO1358  -------------------------------------------------------------------
 OO1358  Click here for local accuracies and other accuracy information.
 OO1358
 OO1358.The horizontal coordinates were established by GPS observations
 OO1358.and adjusted by the National Geodetic Survey in June 2012.
 OO1358
 OO1358.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 OO1358.been affixed to the stable North American tectonic plate. See 
 OO1358.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 OO1358
 OO1358.The horizontal coordinates are valid at the epoch date displayed above
 OO1358.which is a decimal equivalence of Year/Month/Day.
 OO1358
 OO1358.The orthometric height was determined by differential leveling and
 OO1358.adjusted by the NATIONAL GEODETIC SURVEY
 OO1358.in May 2019.
 OO1358
 OO1358.Significant digits in the geoid height do not necessarily reflect accuracy.
 OO1358.GEOID18 height accuracy estimate available here.
 OO1358
 OO1358.Click photographs - Photos may exist for this station.
 OO1358
 OO1358.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 OO1358
 OO1358.The Laplace correction was computed from DEFLEC18 derived deflections.
 OO1358
 OO1358.The ellipsoidal height was determined by GPS observations
 OO1358.and is referenced to NAD 83.
 OO1358
 OO1358.The dynamic height is computed by dividing the NAVD 88
 OO1358.geopotential number by the normal gravity value computed on the
 OO1358.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OO1358.degrees latitude (g = 980.6199 gals.).
 OO1358
 OO1358.The modeled gravity was interpolated from observed gravity values.
 OO1358
 OO1358. The following values were computed from the NAD 83(2011) position.
 OO1358
 OO1358;                    North         East     Units Scale Factor Converg.
 OO1358;SPC MN S     -   172,857.736   821,058.935   MT  1.00003017   +0 10 58.7
 OO1358;SPC MN S     -   567,117.42  2,693,757.52   sFT  1.00003017   +0 10 58.7
 OO1358;UTM  15      - 4,833,865.206   440,413.145   MT  0.99964367   -0 30 36.5
 OO1358
 OO1358!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OO1358!SPC MN S     -   0.99994948  x   1.00003017  =   0.99997965
 OO1358!UTM  15      -   0.99994948  x   0.99964367  =   0.99959317
 OO1358
 OO1358_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVJ4041333865(NAD 83)
 OO1358
 OO1358                          SUPERSEDED SURVEY CONTROL
 OO1358
 OO1358  NAD 83(2007)-  43 39 19.43706(N)    093 44 20.23394(W) AD(2002.00) 0
 OO1358  ELLIP H (02/10/07)  322.226  (m)                       GP(2002.00)    
 OO1358  NAD 83(1996)-  43 39 19.43629(N)    093 44 20.23326(W) AD(       ) 1
 OO1358  ELLIP H (02/05/03)  322.290  (m)                       GP(       ) 3 2
 OO1358  NAVD 88 (02/05/03)  351.4    (m)  GEOID99  model used  GPS OBS        
 OO1358  NAVD 88 (06/15/91)  351.399  (m)         1152.88   (f) SUPERSEDED  2 1
 OO1358
 OO1358.Superseded values are not recommended for survey control.
 OO1358
 OO1358.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OO1358.See file dsdata.pdf to determine how the superseded data were derived.
 OO1358
 OO1358_MARKER: DB = BENCH MARK DISK
 OO1358_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OO1358_STAMPING: 2280 X 1966
 OO1358_MARK LOGO: MNHD
 OO1358_PROJECTION: FLUSH
 OO1358_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 OO1358_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OO1358+STABILITY: SURFACE MOTION
 OO1358_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OO1358+SATELLITE: SATELLITE OBSERVATIONS - August 24, 2023
 OO1358
 OO1358  HISTORY     - Date     Condition        Report By
 OO1358  HISTORY     - 19660401 MONUMENTED       MNHD
 OO1358  HISTORY     - 1980     GOOD             MNDT
 OO1358  HISTORY     - 19961119 GOOD             MNDT
 OO1358  HISTORY     - 20161116 GOOD             MNDT
 OO1358  HISTORY     - 20180717 GOOD             MNDT
 OO1358  HISTORY     - 20201125 GOOD             MNDT
 OO1358  HISTORY     - 20230824 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.
 OO1358
 OO1358                          STATION RECOVERY (2016)
 OO1358
 OO1358'RECOVERY NOTE BY MN DEPT OF TRANSP 2016 (MDR)
 OO1358'THE MARK IS LOCATED ABOUT 6.3 MI (10.1 KM) SOUTH OF WELLS.
 OO1358'
 OO1358'TO REACH THE MARK GO 0.5 MI (0.8 KM) WEST ON INTERSTATE HIGHWAY 90
 OO1358'FROM THE JUNCTION OF INTERSTATE HIGHWAY 90 AND TRUNK HIGHWAY 22
 OO1358'(JUNCTION IS 6.0 MI (9.7 KM) SOUTH OF WELLS), AT INTERSTATE HIGHWAY 90
 OO1358'MILE POINT 138.15.
 OO1358'
 OO1358'THE MARK IS LOCATED 92.0 FT (28.0 M) NORTH OF WESTBOUND INTERSTATE
 OO1358'HIGHWAY 90, 170.0 FT (51.8 M) WEST OF CROSS-OVER EXTENDED, 170.0 FT
 OO1358'(51.8 M) WEST OF CULVERT AT SMALL CREEK, 6.2 FT (1.9 M) SOUTH OF
 OO1358'RIGHT-OF-WAY FENCE, 1.0 FT (0.3 M) NORTH OF A WITNESS POST.
 OO1358
 OO1358                          STATION RECOVERY (2018)
 OO1358
 OO1358'RECOVERY NOTE BY MN DEPT OF TRANSP 2018 (TJD)
 OO1358'6.3 MI (10.1 KM) SOUTH OF WELLS, 0.5 MI (0.8 KM) WEST ALONG INTERSTATE
 OO1358'HIGHWAY 90 FROM THE JUNCTION OF INTERSTATE HIGHWAY 90 AND TRUNK
 OO1358'HIGHWAY 22 (THE JUNCTION IS 6.0 MI (9.7 KM) SOUTH OF WELLS), AT
 OO1358'INTERSTATE HIGHWAY 90 MILE POINT 138.15, 92.0 FT (28.0 M) NORTH OF
 OO1358'WESTBOUND INTERSTATE HIGHWAY 90, 170.0 FT (51.8 M) WEST OF A
 OO1358'CROSS-OVER EXTENDED, 170.0 FT (51.8 M) WEST OF A CULVERT AT A SMALL
 OO1358'CREEK, 6.2 FT (1.9 M) SOUTH OF A RIGHT-OF-WAY FENCE, 1.0 FT (0.3 M)
 OO1358'NORTH OF A WITNESS POST.
 OO1358
 OO1358                          STATION RECOVERY (2020)
 OO1358
 OO1358'RECOVERY NOTE BY MN DEPT OF TRANSP 2020 (KMS)
 OO1358'RECOVERED IN GOOD CONDITION.
 OO1358
 OO1358                          STATION RECOVERY (2023)
 OO1358
 OO1358'RECOVERY NOTE BY MN DEPT OF TRANSP 2023 (JXK)
 OO1358'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DF5922 ***********************************************************************
 DF5922  HT_MOD      -  This is a Height Modernization Survey Station.
 DF5922  DESIGNATION -  23
 DF5922  PID         -  DF5922
 DF5922  STATE/COUNTY-  MN/PINE
 DF5922  COUNTRY     -  US
 DF5922  USGS QUAD   -  BROOK PARK (2019)
 DF5922
 DF5922                         *CURRENT SURVEY CONTROL
 DF5922  ______________________________________________________________________
 DF5922* NAD 83(2011) POSITION- 45 59 19.33578(N) 093 02 00.83212(W)   ADJUSTED
 DF5922* NAD 83(2011) ELLIP HT-   287.211 (meters)        (06/27/12)   ADJUSTED
 DF5922* NAD 83(2011) EPOCH   -  2010.00
 DF5922* NAVD 88 ORTHO HEIGHT -   314.87  (meters)     1033.0   (feet) GPS OBS
 DF5922  ______________________________________________________________________
 DF5922  NAVD 88 orthometric height was determined with geoid model    GEOID09
 DF5922  GEOID HEIGHT    -        -27.632 (meters)                     GEOID09
 DF5922  GEOID HEIGHT    -        -27.665 (meters)                     GEOID18
 DF5922  NAD 83(2011) X  -   -234,938.490 (meters)                     COMP
 DF5922  NAD 83(2011) Y  - -4,433,201.777 (meters)                     COMP
 DF5922  NAD 83(2011) Z  -  4,564,581.856 (meters)                     COMP
 DF5922  LAPLACE CORR    -          3.88  (seconds)                    DEFLEC18
 DF5922
 DF5922  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DF5922  Standards:
 DF5922         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DF5922            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DF5922  -------------------------------------------------------------------
 DF5922  NETWORK    0.26   0.37           0.12   0.09   0.19      0.03405115
 DF5922  -------------------------------------------------------------------
 DF5922  Click here for local accuracies and other accuracy information.
 DF5922
 DF5922.The horizontal coordinates were established by GPS observations
 DF5922.and adjusted by the National Geodetic Survey in June 2012.
 DF5922
 DF5922.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DF5922.been affixed to the stable North American tectonic plate. See 
 DF5922.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DF5922
 DF5922.The horizontal coordinates are valid at the epoch date displayed above
 DF5922.which is a decimal equivalence of Year/Month/Day.
 DF5922
 DF5922.The orthometric height was determined by GPS observations and a
 DF5922.high-resolution geoid model using precise GPS observation and
 DF5922.processing techniques.
 DF5922
 DF5922.Significant digits in the geoid height do not necessarily reflect accuracy.
 DF5922.GEOID18 height accuracy estimate available here.
 DF5922
 DF5922.Click photographs - Photos may exist for this station.
 DF5922
 DF5922.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DF5922
 DF5922.The Laplace correction was computed from DEFLEC18 derived deflections.
 DF5922
 DF5922.The ellipsoidal height was determined by GPS observations
 DF5922.and is referenced to NAD 83.
 DF5922
 DF5922. The following values were computed from the NAD 83(2011) position.
 DF5922
 DF5922;                    North         East     Units Scale Factor Converg.
 DF5922;SPC MN C     -   210,614.204   894,238.939   MT  0.99994018   +0 52 47.8
 DF5922;SPC MN C     -   690,990.10  2,933,848.92   sFT  0.99994018   +0 52 47.8
 DF5922;UTM  15      - 5,092,793.020   497,400.496   MT  0.99960008   -0 01 26.9
 DF5922
 DF5922!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF5922!SPC MN C     -   0.99995498  x   0.99994018  =   0.99989516
 DF5922!UTM  15      -   0.99995498  x   0.99960008  =   0.99955507
 DF5922
 DF5922_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL9740092793(NAD 83)
 DF5922
 DF5922                          SUPERSEDED SURVEY CONTROL
 DF5922
 DF5922  NAD 83(2007)-  45 59 19.33625(N)    093 02 00.83289(W) AD(2002.00) 0
 DF5922  ELLIP H (02/10/07)  287.240  (m)                       GP(2002.00)    
 DF5922  NAD 83(1996)-  45 59 19.33597(N)    093 02 00.83228(W) AD(       ) 1
 DF5922  ELLIP H (05/27/03)  287.284  (m)                       GP(       ) 3 1
 DF5922  NAVD 88 (09/09/09)  314.9    (m)  GEOID03  model used  GPS OBS        
 DF5922  NAVD 88 (10/22/03)  314.8    (m)  UNKNOWN  model used  GPS OBS        
 DF5922  NAVD 88 (05/27/03)  314.9    (m)  GEOID99  model used  GPS OBS        
 DF5922
 DF5922.Superseded values are not recommended for survey control.
 DF5922
 DF5922.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF5922.See file dsdata.pdf to determine how the superseded data were derived.
 DF5922
 DF5922_MARKER: DH = HORIZONTAL CONTROL DISK
 DF5922_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF5922_STAMPING: NO 23
 DF5922_MARK LOGO: MN-115
 DF5922_PROJECTION: FLUSH
 DF5922_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DF5922_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DF5922+STABILITY: SURFACE MOTION
 DF5922_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF5922+SATELLITE: SATELLITE OBSERVATIONS - April 30, 2020
 DF5922
 DF5922  HISTORY     - Date     Condition        Report By
 DF5922  HISTORY     - 19991101 MONUMENTED       MN-115
 DF5922  HISTORY     - 20021010 GOOD             MNDT
 DF5922  HISTORY     - 20081229 GOOD             MNDT
 DF5922  HISTORY     - 20100415 GOOD             MNDT
 DF5922  HISTORY     - 20200430 GOOD             MNDT
 DF5922
 DF5922                          STATION DESCRIPTION
 DF5922
 DF5922'DESCRIBED BY PINE COUNTY MINNESOTA 1999 (MBR)
 DF5922'FROM BROOK PARK 2.5 MI (4.0 KM) NE ALONG TH 23 THEN 1.25 MI (2.01 KM)
 DF5922'NORTH ALONG TWP RD THEN 0.6 MI (1.0 KM) WEST ALONG TWP RD THEN 0.5 MI
 DF5922'(0.8 KM) NORTH ALONG TWP RD, 31 FT (9.4 M) EAST OF TWP RD, 15 FT (4.6
 DF5922'M) NORTH OF EXTENDED CENTER LINE OF DEAD END RD WEST, 3 FT (0.9 M)
 DF5922'SOUTH OF P-POLE, 2 FT (0.6 M) WEST OF WIT POST.
 DF5922
 DF5922                          STATION RECOVERY (2002)
 DF5922
 DF5922'RECOVERY NOTE BY MN DEPT OF TRANSP 2002 (MPP)
 DF5922'RECOVERED AS DESCRIBED IN HPINE (PINE COUNTY GPS) , TO REACH FROM JCT
 DF5922'OF TH 23 AND CO RD 13 IN BROOK PARK, GO 2.5 MI (4.0 KM) NE ON TH 23,
 DF5922'THEN 1.25 MI (2.01 KM) NORTH ON TWP RD, THEN 0.6 MI (1.0 KM) WEST ON
 DF5922'TWP RD, THEN 0.5 MI (0.8 KM) NORTH ON TWP RD, 31 FT (9.4 M) EAST OF
 DF5922'TWP RD, 15 FT (4.6 M) NORTH OF EXTENDED CENTERLINE OF TWP RD WEST,
 DF5922'32.3 FT (9.8 M) SOUTH OF P-POLE, 2 FT (0.6 M) WEST OF WIT POST, FLUSH,
 DF5922'MAGNETIC.
 DF5922
 DF5922                          STATION RECOVERY (2008)
 DF5922
 DF5922'RECOVERY NOTE BY MN DEPT OF TRANSP 2008 (MJA)
 DF5922'THE MARK WAS RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.
 DF5922'THE MARK IS 5.0 MILES NORTHEAST OF BROOK PARK, 2.5 MILES NORTHEAST
 DF5922'ALONG TRUNK HIGHWAY 23 FROM JUNCTION OF TRUNK HIGHWAY 23 AND COUNTY
 DF5922'ROAD 13 IN BROOK PARK TO TRUNK HIGHWAY 23 MILEPOINT 270.65, THEN 1.25
 DF5922'MILES NORTH ALONG ASPEN ROAD, THEN 0.6 MILE WEST ALONG BEAR ROAD, THEN
 DF5922'0.5 MILE NORTH ALONG SOUTHFORK ROAD, 31.0 FEET EAST OF SOUTHFORK ROAD,
 DF5922'15.0 FEET NORTH OF EXTENDED CENTERLINE OF LARKEY ROAD WEST, 2.3 FEET
 DF5922'SOUTH OF POWER POLE, 2.0 FEET WEST OF WITNESS POST.
 DF5922
 DF5922                          STATION RECOVERY (2010)
 DF5922
 DF5922'RECOVERY NOTE BY MN DEPT OF TRANSP 2010 (MAS)
 DF5922'THE MARK WAS RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.
 DF5922'THE MARK IS 5.0 MILES NORTHEAST OF BROOK PARK, 2.5 MILES NORTHEAST
 DF5922'ALONG TRUNK HIGHWAY 23 FROM JUNCTION OF TRUNK HIGHWAY 23 AND COUNTY
 DF5922'ROAD 13 IN BROOK PARK TO TRUNK HIGHWAY 23 MILEPOINT 270.65, THEN 1.25
 DF5922'MILES NORTH ALONG ASPEN ROAD, THEN 0.6 MILE WEST ALONG BEAR ROAD, THEN
 DF5922'0.5 MILE NORTH ALONG  SOUTHFORK ROAD, 31.0 FEET EAST OF SOUTHFORK
 DF5922'ROAD, 15.0 FEET NORTH OF EXTENDED CENTERLINE OF LARKEY ROAD WEST, 2.3
 DF5922'FEET SOUTH OF POWER POLE, 2.0 FEET WEST OF WITNESS POST.
 DF5922
 DF5922                          STATION RECOVERY (2020)
 DF5922
 DF5922'RECOVERY NOTE BY MN DEPT OF TRANSP 2020 (TJD)
 DF5922'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DF8690 ***********************************************************************
 DF8690  DESIGNATION -  23
 DF8690  PID         -  DF8690
 DF8690  STATE/COUNTY-  MN/KANABEC
 DF8690  COUNTRY     -  US
 DF8690  USGS QUAD   -  MORA NORTH (2019)
 DF8690
 DF8690                         *CURRENT SURVEY CONTROL
 DF8690  ______________________________________________________________________
 DF8690* NAD 83(2011) POSITION- 45 57 17.35362(N) 093 20 22.00951(W)   ADJUSTED
 DF8690* NAD 83(2011) ELLIP HT-   302.018 (meters)        (06/27/12)   ADJUSTED
 DF8690* NAD 83(2011) EPOCH   -  2010.00
 DF8690* NAVD 88 ORTHO HEIGHT -   329.7   (meters)     1082.    (feet) GPS OBS
 DF8690  ______________________________________________________________________
 DF8690  NAVD 88 orthometric height was determined with geoid model    GEOID99
 DF8690  GEOID HEIGHT    -        -27.597 (meters)                     GEOID99
 DF8690  GEOID HEIGHT    -        -27.652 (meters)                     GEOID18
 DF8690  NAD 83(2011) X  -   -258,760.727 (meters)                     COMP
 DF8690  NAD 83(2011) Y  - -4,434,598.057 (meters)                     COMP
 DF8690  NAD 83(2011) Z  -  4,561,974.807 (meters)                     COMP
 DF8690  LAPLACE CORR    -         -4.03  (seconds)                    DEFLEC18
 DF8690
 DF8690  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DF8690  Standards:
 DF8690         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DF8690            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DF8690  -------------------------------------------------------------------
 DF8690  NETWORK    0.84   0.63           0.38   0.30   0.32      0.12437552
 DF8690  -------------------------------------------------------------------
 DF8690  Click here for local accuracies and other accuracy information.
 DF8690
 DF8690.The horizontal coordinates were established by GPS observations
 DF8690.and adjusted by the National Geodetic Survey in June 2012.
 DF8690
 DF8690.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DF8690.been affixed to the stable North American tectonic plate. See 
 DF8690.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DF8690
 DF8690.The horizontal coordinates are valid at the epoch date displayed above
 DF8690.which is a decimal equivalence of Year/Month/Day.
 DF8690
 DF8690.The orthometric height was determined by GPS observations and a
 DF8690.high-resolution geoid model.
 DF8690
 DF8690.Significant digits in the geoid height do not necessarily reflect accuracy.
 DF8690.GEOID18 height accuracy estimate available here.
 DF8690
 DF8690.Click photographs - Photos may exist for this station.
 DF8690
 DF8690.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DF8690
 DF8690.The Laplace correction was computed from DEFLEC18 derived deflections.
 DF8690
 DF8690.The ellipsoidal height was determined by GPS observations
 DF8690.and is referenced to NAD 83.
 DF8690
 DF8690. The following values were computed from the NAD 83(2011) position.
 DF8690
 DF8690;                    North         East     Units Scale Factor Converg.
 DF8690;SPC MN C     -   206,530.258   870,586.304   MT  0.99994390   +0 39 31.3
 DF8690;SPC MN C     -   677,591.35  2,856,248.57   sFT  0.99994390   +0 39 31.3
 DF8690;UTM  15      - 5,089,083.765   473,694.447   MT  0.99960851   -0 14 38.4
 DF8690
 DF8690!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF8690!SPC MN C     -   0.99995266  x   0.99994390  =   0.99989656
 DF8690!UTM  15      -   0.99995266  x   0.99960851  =   0.99956118
 DF8690
 DF8690_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL7369489083(NAD 83)
 DF8690
 DF8690                          SUPERSEDED SURVEY CONTROL
 DF8690
 DF8690  NAD 83(2007)-  45 57 17.35372(N)    093 20 22.01020(W) AD(2002.00) 0
 DF8690  ELLIP H (02/10/07)  302.050  (m)                       GP(2002.00)    
 DF8690  NAD 83(1996)-  45 57 17.35370(N)    093 20 22.00993(W) AD(       ) 1
 DF8690  ELLIP H (10/22/03)  302.092  (m)                       GP(       ) 3 2
 DF8690
 DF8690.Superseded values are not recommended for survey control.
 DF8690
 DF8690.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF8690.See file dsdata.pdf to determine how the superseded data were derived.
 DF8690
 DF8690_MARKER: DD = SURVEY DISK
 DF8690_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF8690_STAMPING: 23
 DF8690_MARK LOGO: MN-065
 DF8690_PROJECTION: FLUSH
 DF8690_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DF8690_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DF8690+STABILITY: SURFACE MOTION
 DF8690_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF8690+SATELLITE: SATELLITE OBSERVATIONS - May 13, 2020
 DF8690
 DF8690  HISTORY     - Date     Condition        Report By
 DF8690  HISTORY     - 2001     MONUMENTED       MN-065
 DF8690  HISTORY     - 20170612 GOOD             MNDT
 DF8690  HISTORY     - 20200513 GOOD             MNDT
 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.
 DF8690
 DF8690                          STATION RECOVERY (2017)
 DF8690
 DF8690'RECOVERY NOTE BY MN DEPT OF TRANSP 2017 (MAS)
 DF8690'5.5 MI (8.8 KM) NORTHWEST OF MORA, 6.2 MI (10.0 KM) NORTH ALONG TRUNK
 DF8690'HIGHWAY 65 FROM THE JUNCTION OF TRUNK HIGHWAY 65 AND TRUNK HIGHWAY 23
 DF8690'IN MORA TO TRUNK HIGHWAY 65 MILE POINT 71.10, THEN 2.65 MI (4.26 KM)
 DF8690'WEST ALONG COUNTY ROAD 19 WEST, THEN 0.5 MI (0.8 KM) WEST ON COUNTY
 DF8690'ROAD 76, THEN 0.5 MI (0.8 KM) SOUTH ON IVORY STREET, 28.0 FT (8.5 M)
 DF8690'EAST OF IVORY STREET, 8.0 FT (2.4 M) NORTH OF THE CENTERLINE OF A
 DF8690'FIELD ENTRANCE, 5.0 FT (1.5 M) WEST OF A CORNER FENCE POST, 2.0 FT
 DF8690'(0.6 M) SOUTH OF A WITNESS POST.
 DF8690
 DF8690                          STATION RECOVERY (2020)
 DF8690
 DF8690'RECOVERY NOTE BY MN DEPT OF TRANSP 2020 (TJD)
 DF8690'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DN1699 ***********************************************************************
 DN1699  HT_MOD      -  This is a Height Modernization Survey Station.
 DN1699  DESIGNATION -  23
 DN1699  PID         -  DN1699
 DN1699  STATE/COUNTY-  MN/ANOKA
 DN1699  COUNTRY     -  US
 DN1699  USGS QUAD   -  ISANTI (2019)
 DN1699
 DN1699                         *CURRENT SURVEY CONTROL
 DN1699  ______________________________________________________________________
 DN1699* NAD 83(2011) POSITION- 45 23 05.80452(N) 093 08 23.32006(W)   ADJUSTED
 DN1699* NAD 83(2011) ELLIP HT-   250.889 (meters)        (06/27/12)   ADJUSTED
 DN1699* NAD 83(2011) EPOCH   -  2010.00
 DN1699* NAVD 88 ORTHO HEIGHT -   279.25  (meters)      916.2   (feet) GPS OBS
 DN1699  ______________________________________________________________________
 DN1699  NAVD 88 orthometric height was determined with geoid model    GEOID09
 DN1699  GEOID HEIGHT    -        -28.318 (meters)                     GEOID09
 DN1699  GEOID HEIGHT    -        -28.348 (meters)                     GEOID18
 DN1699  NAD 83(2011) X  -   -245,787.461 (meters)                     COMP
 DN1699  NAD 83(2011) Y  - -4,480,678.587 (meters)                     COMP
 DN1699  NAD 83(2011) Z  -  4,517,675.992 (meters)                     COMP
 DN1699  LAPLACE CORR    -          3.88  (seconds)                    DEFLEC18
 DN1699
 DN1699  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DN1699  Standards:
 DN1699         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DN1699            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DN1699  -------------------------------------------------------------------
 DN1699  NETWORK    0.45   0.94           0.21   0.15   0.48      0.06828373
 DN1699  -------------------------------------------------------------------
 DN1699  Click here for local accuracies and other accuracy information.
 DN1699
 DN1699.The horizontal coordinates were established by GPS observations
 DN1699.and adjusted by the National Geodetic Survey in June 2012.
 DN1699
 DN1699.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DN1699.been affixed to the stable North American tectonic plate. See 
 DN1699.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DN1699
 DN1699.The horizontal coordinates are valid at the epoch date displayed above
 DN1699.which is a decimal equivalence of Year/Month/Day.
 DN1699
 DN1699.The orthometric height was determined by GPS observations and a
 DN1699.high-resolution geoid model using precise GPS observation and
 DN1699.processing techniques.
 DN1699
 DN1699.Significant digits in the geoid height do not necessarily reflect accuracy.
 DN1699.GEOID18 height accuracy estimate available here.
 DN1699
 DN1699.Click photographs - Photos may exist for this station.
 DN1699
 DN1699.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DN1699
 DN1699.The Laplace correction was computed from DEFLEC18 derived deflections.
 DN1699
 DN1699.The ellipsoidal height was determined by GPS observations
 DN1699.and is referenced to NAD 83.
 DN1699
 DN1699. The following values were computed from the NAD 83(2011) position.
 DN1699
 DN1699;                    North         East     Units Scale Factor Converg.
 DN1699;SPC MN S     -   365,362.251   867,369.015   MT  1.00004113   +0 36 10.5
 DN1699;SPC MN S     - 1,198,692.65  2,845,693.18   sFT  1.00004113   +0 36 10.5
 DN1699;UTM  15      - 5,025,723.941   489,054.779   MT  0.99960147   -0 05 58.3
 DN1699
 DN1699!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DN1699!SPC MN S     -   0.99996067  x   1.00004113  =   1.00000180
 DN1699!UTM  15      -   0.99996067  x   0.99960147  =   0.99956215
 DN1699
 DN1699_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL8905425723(NAD 83)
 DN1699
 DN1699                          SUPERSEDED SURVEY CONTROL
 DN1699
 DN1699  NAD 83(2007)-  45 23 05.80482(N)    093 08 23.32072(W) AD(2002.00) 1
 DN1699  ELLIP H (07/18/11)  250.919  (m)                       GP(2002.00) 2 1
 DN1699
 DN1699.Superseded values are not recommended for survey control.
 DN1699
 DN1699.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN1699.See file dsdata.pdf to determine how the superseded data were derived.
 DN1699
 DN1699_MARKER: I = METAL ROD
 DN1699_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DN1699_MARK LOGO: MN-003
 DN1699_PROJECTION: RECESSED 20 CENTIMETERS
 DN1699_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 DN1699_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DN1699_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DN1699+SATELLITE: SATELLITE OBSERVATIONS - August 12, 2014
 DN1699_ROD/PIPE-DEPTH: 3.0 meters
 DN1699
 DN1699  HISTORY     - Date     Condition        Report By
 DN1699  HISTORY     - 19950101 MONUMENTED       MN-003
 DN1699  HISTORY     - 20070724 GOOD             MNDT
 DN1699  HISTORY     - 20140812 GOOD             MNDT
 DN1699
 DN1699                          STATION DESCRIPTION
 DN1699
 DN1699'DESCRIBED BY MN DEPT OF TRANSP 2007 (KMS)
 DN1699'THE MARK WAS RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.
 DN1699'THE MARK IS 7.0 MILES WEST OF STACY, 7.0 MILES WEST ALONG FAWN LAKE
 DN1699'DRIVE NORTHEAST FROM THE WESTERN BOUNDARY OF STACY TO THE JUNCTION OF
 DN1699'SUNSET ROAD NORTH EAST, THEN 1.5 MILES SOUTH TO THE JUNCTION OF 229TH
 DN1699'AVENUE NORTHEAST, 56.3 FEET SOUTH OF 229TH AVENUE (COUNTY ROAD 26), 38
 DN1699'FEET EAST OF UNSER STREET NORTHEAST, 18.8 FEET NORTHWEST OF PRIVACY
 DN1699'FENCE, 14.1 FEET SOUTHEAST OF STREET SIGN, 9.9 FEET SOUTHEAST OF CABLE
 DN1699'MARKER, 6.1 FEET EAST-NORTHEAST OF STEEL FENCE POST, 1.2 FEET WEST OF
 DN1699'BENT WITNESS POST.
 DN1699
 DN1699                          STATION RECOVERY (2014)
 DN1699
 DN1699'RECOVERY NOTE BY MN DEPT OF TRANSP 2014 (CXK)
 DN1699'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 QP1684 ***********************************************************************
 QP1684  DESIGNATION -  23 2
 QP1684  PID         -  QP1684
 QP1684  STATE/COUNTY-  MN/KANDIYOHI
 QP1684  COUNTRY     -  US
 QP1684  USGS QUAD   -  WILLMAR (2019)
 QP1684
 QP1684                         *CURRENT SURVEY CONTROL
 QP1684  ______________________________________________________________________
 QP1684* NAD 83(1986) POSITION- 45 06 12.     (N) 095 01 56.     (W)   SCALED
 QP1684* NAVD 88 ORTHO HEIGHT -   339.643 (meters)     1114.31  (feet) ADJUSTED
 QP1684  ______________________________________________________________________
 QP1684  GEOID HEIGHT    -        -26.780 (meters)                     GEOID18
 QP1684  DYNAMIC HEIGHT  -        339.618 (meters)     1114.23  (feet) COMP
 QP1684  MODELED GRAVITY -    980,533.9   (mgal)                       NAVD 88
 QP1684
 QP1684  VERT ORDER      -  SECOND    CLASS II
 QP1684
 QP1684.The horizontal coordinates were scaled from a map and have
 QP1684.an estimated accuracy of +/- 6 seconds.
 QP1684
 QP1684.The orthometric height was determined by differential leveling and
 QP1684.adjusted by the NATIONAL GEODETIC SURVEY
 QP1684.in June 1991.
 QP1684
 QP1684.Significant digits in the geoid height do not necessarily reflect accuracy.
 QP1684.GEOID18 height accuracy estimate available here.
 QP1684
 QP1684.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUK401964(NAD 83)
 QP1684
 QP1684                          SUPERSEDED SURVEY CONTROL
 QP1684
 QP1684.No superseded survey control is available for this station.
 QP1684
 QP1684_MARKER: DB = BENCH MARK DISK
 QP1684_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QP1684_STAMPING: 23-2 1981
 QP1684_MARK LOGO: MNDT
 QP1684_PROJECTION: PROJECTING 8 CENTIMETERS
 QP1684_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 QP1684_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QP1684+STABILITY: SURFACE MOTION
 QP1684
 QP1684  HISTORY     - Date     Condition        Report By
 QP1684  HISTORY     - 1981     MONUMENTED       MNDT
 QP1684  HISTORY     - 20090528 GOOD             MNDT
 QP1684
 QP1684                          STATION DESCRIPTION
 QP1684
 QP1684'DESCRIBED BY MN DEPT OF TRANSP 1981
 QP1684'IN WILLMAR.
 QP1684'THE MARK IS LOCATED 0.5 MILE EAST ALONG 19TH AVENUE SOUTHEAST FROM
 QP1684'ITS JUNCTION WITH TRUNK HIGHWAY 71 IN WILLMAR AND IS NEAR THE NORTH
 QP1684'1/4 CORNER OF SECTION 23, T119N, R35W.  THE MARK IS 120.3 FEET
 QP1684'EAST-SOUTHEAST OF A FIRE HYDRANT, 43.5 FEET SOUTH OF AND ABOUT LEVEL
 QP1684'WITH THE CENTERLINE OF 19TH AVENUE SOUTHEAST, 34 FEET NORTH-NORTHWEST
 QP1684'OF A POWER POLE WITH GUY WIRES, 20.2 FEET WEST-SOUTHWEST OF THE
 QP1684'SOUTHWEST CORNER OF A STEEL CATCH BASIN, 9 FEET SOUTH-SOUTHWEST OF
 QP1684'BURIED TELEPHONE PEDESTAL NUMBER 358, 2 FEET SOUTHWEST OF A FENCE
 QP1684'CORNER POST AND 0.9 FOOT NORTH OF A STEEL WITNESS POST.  THE MARK, A
 QP1684'STANDARD MNHD BENCH MARK DISK STAMPED---23-2 1981---, IS SET IN THE
 QP1684'TOP OF A MAGNETIC CONCRETE POST THAT PROJECTS 3 INCHES ABOVE GROUND.
 QP1684
 QP1684                          STATION RECOVERY (2009)
 QP1684
 QP1684'RECOVERY NOTE BY MN DEPT OF TRANSP 2009 (KMS)
 QP1684'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 QP1685 ***********************************************************************
 QP1685  DESIGNATION -  23 4
 QP1685  PID         -  QP1685
 QP1685  STATE/COUNTY-  MN/KANDIYOHI
 QP1685  COUNTRY     -  US
 QP1685  USGS QUAD   -  WILLMAR (2019)
 QP1685
 QP1685                         *CURRENT SURVEY CONTROL
 QP1685  ______________________________________________________________________
 QP1685* NAD 83(1986) POSITION- 45 06 37.     (N) 095 01 56.     (W)   SCALED
 QP1685* NAVD 88 ORTHO HEIGHT -   343.618 (meters)     1127.35  (feet) ADJUSTED
 QP1685  ______________________________________________________________________
 QP1685  GEOID HEIGHT    -        -26.778 (meters)                     GEOID18
 QP1685  DYNAMIC HEIGHT  -        343.593 (meters)     1127.27  (feet) COMP
 QP1685  MODELED GRAVITY -    980,534.2   (mgal)                       NAVD 88
 QP1685
 QP1685  VERT ORDER      -  SECOND    CLASS II
 QP1685
 QP1685.The horizontal coordinates were scaled from a map and have
 QP1685.an estimated accuracy of +/- 6 seconds.
 QP1685
 QP1685.The orthometric height was determined by differential leveling and
 QP1685.adjusted by the NATIONAL GEODETIC SURVEY
 QP1685.in June 1991.
 QP1685
 QP1685.Significant digits in the geoid height do not necessarily reflect accuracy.
 QP1685.GEOID18 height accuracy estimate available here.
 QP1685
 QP1685.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUK401972(NAD 83)
 QP1685
 QP1685                          SUPERSEDED SURVEY CONTROL
 QP1685
 QP1685.No superseded survey control is available for this station.
 QP1685
 QP1685_MARKER: DB = BENCH MARK DISK
 QP1685_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 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 = MARCH 21, 2026 06:05:54 EDT
 AH9853 ***********************************************************************
 AH9853  DESIGNATION -  23 CER
 AH9853  PID         -  AH9853
 AH9853  STATE/COUNTY-  MN/CLEARWATER
 AH9853  COUNTRY     -  US
 AH9853  USGS QUAD   -  ZERKEL (2019)
 AH9853
 AH9853                         *CURRENT SURVEY CONTROL
 AH9853  ______________________________________________________________________
 AH9853* NAD 83(1986) POSITION- 47 18 39.67   (N) 095 22 53.57   (W)   HD_HELD1
 AH9853* NAVD 88 ORTHO HEIGHT -   477.439 (meters)     1566.40  (feet) ADJUSTED
 AH9853  ______________________________________________________________________
 AH9853  GEOID HEIGHT    -        -27.471 (meters)                     GEOID18
 AH9853  DYNAMIC HEIGHT  -        477.476 (meters)     1566.52  (feet) COMP
 AH9853  MODELED GRAVITY -    980,675.4   (mgal)                       NAVD 88
 AH9853
 AH9853  VERT ORDER      -  SECOND    CLASS I
 AH9853
 AH9853.The horizontal coordinates were determined by differentially corrected
 AH9853.hand held GPS observations or other comparable positioning techniques
 AH9853.and have an estimated accuracy of +/- 3 meters.
 AH9853
 AH9853.The orthometric height was determined by differential leveling and
 AH9853.adjusted by the NATIONAL GEODETIC SURVEY
 AH9853.in August 2019.
 AH9853
 AH9853.Significant digits in the geoid height do not necessarily reflect accuracy.
 AH9853.GEOID18 height accuracy estimate available here.
 AH9853
 AH9853.Click photographs - Photos may exist for this station.
 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     -   192,709.6     627,518.8     MT  (+/- 3 meters HH1 GPS) 
 AH9853
 AH9853_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUN1999842478(NAD 83)
 AH9853
 AH9853                          SUPERSEDED SURVEY CONTROL
 AH9853
 AH9853  NAVD 88 (06/02/04)  477.444  (m)         1566.41   (f) SUPERSEDED  2 1
 AH9853
 AH9853.Superseded values are not recommended for survey control.
 AH9853
 AH9853.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH9853.See file dsdata.pdf to determine how the superseded data were derived.
 AH9853
 AH9853_MARKER: DD = SURVEY DISK
 AH9853_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AH9853_SP_SET: STEP
 AH9853_STAMPING: 1565 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 01, 2023
 AH9853
 AH9853  HISTORY     - Date     Condition        Report By
 AH9853  HISTORY     - 1967     MONUMENTED       USGS
 AH9853  HISTORY     - 19920811 GOOD             MNDT
 AH9853  HISTORY     - 19970930 GOOD             MNDT
 AH9853  HISTORY     - 20140630 GOOD             MNDT
 AH9853  HISTORY     - 20190917 GOOD             MNDT
 AH9853  HISTORY     - 20230801 GOOD             MNDT
 AH9853
 AH9853                          STATION DESCRIPTION
 AH9853
 AH9853'DESCRIBED BY US GEOLOGICAL SURVEY 1967 (CER)
 AH9853'AT ZERKEL, CLEARWATER CO., T. 144 N., R. 37 W., NEAR COR. OF SECS. 4,
 AH9853'5, 8 AND 9, 80 FT (24.4 M) NORTH AND 206 FT (62.8 M) EAST OF
 AH9853'CROSSROADS, 1.0 FT. SOUTH AND 3 FT (0.9 M) EAST OF DOORWAY OF SCHOOL
 AH9853'BLDG., SET IN TOP OF CONCRETE STEPS, A STANDARD TABLET STAMPED 23 CER
 AH9853'1967.
 AH9853
 AH9853                          STATION RECOVERY (1992)
 AH9853
 AH9853'RECOVERY NOTE BY MN DEPT OF TRANSP 1992 (HTS)
 AH9853'IN THE TOP OF THE CONCRETE STEP OF RICE TWP HALL IN ZERKEL, AT TH 200
 AH9853'MP 74.35, 80 FT (24.4 M) NORTH OF TWP RD, 206 FT (62.8 M) EAST OF TH
 AH9853'200, 1 FT (0.3 M) SOUTH AND 3 FT (0.9 M) EAST OF SCHOOL DOORWAY, 5 FT
 AH9853'(1.5 M) WEST OF P-POLE, AND 1.0 FT (0.3 M) WEST OF WIT POST.
 AH9853
 AH9853                          STATION RECOVERY (1997)
 AH9853
 AH9853'RECOVERY NOTE BY MN DEPT OF TRANSP 1997 (DKH)
 AH9853'THE MARK WAS RECOVERED IN GOOD CONDITION.  THE MARK IS LOCATED ABOUT
 AH9853'AT ZERKEL, 80 FT (24.4 M) NORTH AND 206 FT (62.8 M) EAST OF
 AH9853'CROSSROADS, 1 FT (0.3 M) SOUTH AND 3 FT (0.9 M) EAST OF SCHOOL
 AH9853'DOORWAY, IN TOP CONC STEP OF RICE TWP HALL.
 AH9853
 AH9853                          STATION RECOVERY (2014)
 AH9853
 AH9853'RECOVERY NOTE BY MN DEPT OF TRANSP 2014 (MAS)
 AH9853'RECOVERED AS DESCRIBED.
 AH9853
 AH9853                          STATION RECOVERY (2019)
 AH9853
 AH9853'RECOVERY NOTE BY MN DEPT OF TRANSP 2019 (KMS)
 AH9853'RECOVERED IN GOOD CONDITION.
 AH9853
 AH9853                          STATION RECOVERY (2023)
 AH9853
 AH9853'RECOVERY NOTE BY MN DEPT OF TRANSP 2023 (KMS)
 AH9853'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DF6831 ***********************************************************************
 DF6831  DESIGNATION -  23 DWB
 DF6831  PID         -  DF6831
 DF6831  STATE/COUNTY-  MN/WATONWAN
 DF6831  COUNTRY     -  US
 DF6831  USGS QUAD   -  SAINT JAMES EAST (2019)
 DF6831
 DF6831                         *CURRENT SURVEY CONTROL
 DF6831  ______________________________________________________________________
 DF6831* NAD 83(2011) POSITION- 43 55 14.28317(N) 094 37 09.62793(W)   ADJUSTED
 DF6831* NAD 83(2011) ELLIP HT-   311.864 (meters)        (06/27/12)   ADJUSTED
 DF6831* NAD 83(2011) EPOCH   -  2010.00
 DF6831* NAVD 88 ORTHO HEIGHT -   339.7   (meters)     1114.    (feet) GPS OBS
 DF6831  ______________________________________________________________________
 DF6831  NAVD 88 orthometric height was determined with geoid model    GEOID99
 DF6831  GEOID HEIGHT    -        -27.830 (meters)                     GEOID99
 DF6831  GEOID HEIGHT    -        -27.878 (meters)                     GEOID18
 DF6831  NAD 83(2011) X  -   -370,609.600 (meters)                     COMP
 DF6831  NAD 83(2011) Y  - -4,586,874.533 (meters)                     COMP
 DF6831  NAD 83(2011) Z  -  4,401,960.238 (meters)                     COMP
 DF6831  LAPLACE CORR    -         -2.02  (seconds)                    DEFLEC18
 DF6831
 DF6831  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DF6831  Standards:
 DF6831         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DF6831            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DF6831  -------------------------------------------------------------------
 DF6831  NETWORK    0.35   0.55           0.15   0.13   0.28      0.17008398
 DF6831  -------------------------------------------------------------------
 DF6831  Click here for local accuracies and other accuracy information.
 DF6831
 DF6831.The horizontal coordinates were established by GPS observations
 DF6831.and adjusted by the National Geodetic Survey in June 2012.
 DF6831
 DF6831.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DF6831.been affixed to the stable North American tectonic plate. See 
 DF6831.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DF6831
 DF6831.The horizontal coordinates are valid at the epoch date displayed above
 DF6831.which is a decimal equivalence of Year/Month/Day.
 DF6831
 DF6831.The orthometric height was determined by GPS observations and a
 DF6831.high-resolution geoid model.
 DF6831
 DF6831.Significant digits in the geoid height do not necessarily reflect accuracy.
 DF6831.GEOID18 height accuracy estimate available here.
 DF6831
 DF6831.Click photographs - Photos may exist for this station.
 DF6831
 DF6831.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DF6831
 DF6831.The Laplace correction was computed from DEFLEC18 derived deflections.
 DF6831
 DF6831.The ellipsoidal height was determined by GPS observations
 DF6831.and is referenced to NAD 83.
 DF6831
 DF6831. The following values were computed from the NAD 83(2011) position.
 DF6831
 DF6831;                    North         East     Units Scale Factor Converg.
 DF6831;SPC MN S     -   202,482.302   750,260.654   MT  0.99997308   -0 26 02.8
 DF6831;SPC MN S     -   664,310.69  2,461,480.16   sFT  0.99997308   -0 26 02.8
 DF6831;UTM  15      - 4,864,332.435   369,997.148   MT  0.99980787   -1 07 24.4
 DF6831
 DF6831!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF6831!SPC MN S     -   0.99995110  x   0.99997308  =   0.99992418
 DF6831!UTM  15      -   0.99995110  x   0.99980787  =   0.99975898
 DF6831
 DF6831_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUJ6999764332(NAD 83)
 DF6831
 DF6831                          SUPERSEDED SURVEY CONTROL
 DF6831
 DF6831  NAD 83(2007)-  43 55 14.28317(N)    094 37 09.62873(W) AD(2002.00) 0
 DF6831  ELLIP H (02/10/07)  311.891  (m)                       GP(2002.00)    
 DF6831  NAD 83(1996)-  43 55 14.28257(N)    094 37 09.62821(W) AD(       ) 1
 DF6831  ELLIP H (08/01/03)  311.921  (m)                       GP(       ) 3 1
 DF6831
 DF6831.Superseded values are not recommended for survey control.
 DF6831
 DF6831.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF6831.See file dsdata.pdf to determine how the superseded data were derived.
 DF6831
 DF6831_MARKER: DD = SURVEY DISK
 DF6831_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 DF6831_STAMPING: 1115 23 DWB 1967
 DF6831_MARK LOGO: USGS
 DF6831_PROJECTION: FLUSH
 DF6831_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DF6831_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DF6831_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF6831+SATELLITE: SATELLITE OBSERVATIONS - August 29, 2023
 DF6831
 DF6831  HISTORY     - Date     Condition        Report By
 DF6831  HISTORY     - 19670401 MONUMENTED       USGS
 DF6831  HISTORY     - 20021002 GOOD             MNDT
 DF6831  HISTORY     - 20100616 GOOD             MNDT
 DF6831  HISTORY     - 20150513 GOOD             MNDT
 DF6831  HISTORY     - 20210421 GOOD             MNDT
 DF6831  HISTORY     - 20230829 GOOD             MNDT
 DF6831
 DF6831                          STATION DESCRIPTION
 DF6831
 DF6831'DESCRIBED BY MN DEPT OF TRANSP 2002 (WAS)
 DF6831'THE MARK WAS RECOVERED IN GOOD CONDITION AS DESCRIBED 3.5 MI SOUTH OF
 DF6831'ST JAMES, 2.9 MI SOUTH ALONG TH 4 FROM JCT OF TH 4 AND  TH 60 2  MI SW
 DF6831'OF ST JAMES, TO TH 4 MP 31.5, THEN 2.85 MI EAST ON CO RD 10, 48 FT
 DF6831'EAST OF CO RD 10, 23 FT SOUTH OF DEAD END SIGN, 21 FT SOUTH OF T-RD CO
 DF6831'RD 10, 10.8   FT NNE OF WIT POST, FLUSH, MAGNETIC, SUITABLE FOR GPS
 DF6831
 DF6831                          STATION RECOVERY (2010)
 DF6831
 DF6831'RECOVERY NOTE BY MN DEPT OF TRANSP 2010 (WAS)
 DF6831'THE MARK WAS RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.
 DF6831'THE MARK IS 3.5 MILES SOUTH OF SAINT JAMES, 2.9 MILES SOUTH ALONG
 DF6831'TRUNK HIGHWAY 4 FROM JUNCTION OF TRUNK HIGHWAY 4 AND TRUNK HIGHWAY 60
 DF6831'TO TRUNK HIGHWAY 4 MILEPOINT 31.5, THEN 2.85 MILES EAST ON COUNTY ROAD
 DF6831'10, 48 FEET EAST OF COUNTY ROAD 10, 23 FEET SOUTH OF DEAD END SIGN, 21
 DF6831'FEET SOUTH OF TEE-ROAD COUNTY ROAD 10, 20.6 FEET NORTH-NORTHEAST OF
 DF6831'WITNESS POST.
 DF6831
 DF6831                          STATION RECOVERY (2015)
 DF6831
 DF6831'RECOVERY NOTE BY MN DEPT OF TRANSP 2015 (KMS)
 DF6831'3.5 MI (5.6 KM) SOUTH OF SAINT JAMES, 2.9 MI (4.7 KM) SOUTH ALONG
 DF6831'TRUNK HIGHWAY 4  FROM THE JUNCTION OF TRUNK HIGHWAY 4 AND TRUNK
 DF6831'HIGHWAY 60 (JUNCTION IS 2.0 MI (3.2 KM) SOUTHWEST OF SAINT JAMES), TO
 DF6831'TRUNK HIGHWAY 4 MILE POINT 31.5, THEN 2.85 MI (4.6 KM) EAST ON COUNTY
 DF6831'ROAD 10 48.0 FT (14.6 M) EAST OF COUNTY ROAD 27 21.0 FT (6.4 M) SOUTH
 DF6831'OF COUNTY ROAD 10 EXTENDED, 20.6 FT (6.3 M) NORTH-NORTHEAST OF A
 DF6831'WITNESS POST.
 DF6831
 DF6831                          STATION RECOVERY (2021)
 DF6831
 DF6831'RECOVERY NOTE BY MN DEPT OF TRANSP 2021 (KMS)
 DF6831'RECOVERED IN GOOD CONDITION.
 DF6831
 DF6831                          STATION RECOVERY (2023)
 DF6831
 DF6831'RECOVERY NOTE BY MN DEPT OF TRANSP 2023 (KMS)
 DF6831'3.5 MI (5.6 KM) SOUTH OF ST. JAMES, 2.9 MI (4.7 KM) SOUTH ALONG TRUNK
 DF6831'HIGHWAY 4 FROM THE JUNCTION OF TRUNK HIGHWAY 4 AND TRUNK HIGHWAY 60
 DF6831'(THE JUNCTION IS 2.0 MI (3.2 KM) SOUTHWEST OF ST. JAMES), TO TRUNK
 DF6831'HIGHWAY 4 MILE POINT 31.5, THEN 2.85 MI (4.59 KM) EAST ON COUNTY ROAD
 DF6831'10 (390TH STREET), 48.0 FT (14.6 M) EAST OF COUNTY ROAD 27 (730TH
 DF6831'AVENUE), 21.0 FT (6.4 M) SOUTH OF COUNTY ROAD 10 (390TH STREET)
 DF6831'EXTENDED, 20.6 FT (6.3 M) NORTH-NORTHEAST OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DF6832 ***********************************************************************
 DF6832  DESIGNATION -  23 JMK
 DF6832  PID         -  DF6832
 DF6832  STATE/COUNTY-  MN/WATONWAN
 DF6832  COUNTRY     -  US
 DF6832  USGS QUAD   -  LA SALLE (2019)
 DF6832
 DF6832                         *CURRENT SURVEY CONTROL
 DF6832  ______________________________________________________________________
 DF6832* NAD 83(2011) POSITION- 44 06 31.57584(N) 094 37 09.97620(W)   ADJUSTED
 DF6832* NAD 83(2011) ELLIP HT-   287.365 (meters)        (06/27/12)   ADJUSTED
 DF6832* NAD 83(2011) EPOCH   -  2010.00
 DF6832* NAVD 88 ORTHO HEIGHT -   315.310 (meters)     1034.48  (feet) ADJUSTED
 DF6832  ______________________________________________________________________
 DF6832  GEOID HEIGHT    -        -27.946 (meters)                     GEOID18
 DF6832  NAD 83(2011) X  -   -369,446.050 (meters)                     COMP
 DF6832  NAD 83(2011) Y  - -4,572,377.606 (meters)                     COMP
 DF6832  NAD 83(2011) Z  -  4,416,977.528 (meters)                     COMP
 DF6832  LAPLACE CORR    -         -1.66  (seconds)                    DEFLEC18
 DF6832  DYNAMIC HEIGHT  -        315.255 (meters)     1034.30  (feet) COMP
 DF6832  MODELED GRAVITY -    980,434.7   (mgal)                       NAVD 88
 DF6832
 DF6832  VERT ORDER      -  SECOND    CLASS I
 DF6832
 DF6832  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DF6832  Standards:
 DF6832         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DF6832            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DF6832  -------------------------------------------------------------------
 DF6832  NETWORK    0.33   0.49           0.15   0.12   0.25      0.02729041
 DF6832  -------------------------------------------------------------------
 DF6832  Click here for local accuracies and other accuracy information.
 DF6832
 DF6832.The horizontal coordinates were established by GPS observations
 DF6832.and adjusted by the National Geodetic Survey in June 2012.
 DF6832
 DF6832.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DF6832.been affixed to the stable North American tectonic plate. See 
 DF6832.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DF6832
 DF6832.The horizontal coordinates are valid at the epoch date displayed above
 DF6832.which is a decimal equivalence of Year/Month/Day.
 DF6832
 DF6832.The orthometric height was determined by differential leveling and
 DF6832.adjusted by the NATIONAL GEODETIC SURVEY
 DF6832.in May 2019.
 DF6832
 DF6832.Significant digits in the geoid height do not necessarily reflect accuracy.
 DF6832.GEOID18 height accuracy estimate available here.
 DF6832
 DF6832.Click photographs - Photos may exist for this station.
 DF6832
 DF6832.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DF6832
 DF6832.The Laplace correction was computed from DEFLEC18 derived deflections.
 DF6832
 DF6832.The ellipsoidal height was determined by GPS observations
 DF6832.and is referenced to NAD 83.
 DF6832
 DF6832.The dynamic height is computed by dividing the NAVD 88
 DF6832.geopotential number by the normal gravity value computed on the
 DF6832.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DF6832.degrees latitude (g = 980.6199 gals.).
 DF6832
 DF6832.The modeled gravity was interpolated from observed gravity values.
 DF6832
 DF6832. The following values were computed from the NAD 83(2011) position.
 DF6832
 DF6832;                    North         East     Units Scale Factor Converg.
 DF6832;SPC MN S     -   223,385.252   750,411.288   MT  0.99994540   -0 26 03.1
 DF6832;SPC MN S     -   732,889.78  2,461,974.37   sFT  0.99994540   -0 26 03.1
 DF6832;UTM  15      - 4,885,228.888   370,399.882   MT  0.99980657   -1 07 38.4
 DF6832
 DF6832!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF6832!SPC MN S     -   0.99995494  x   0.99994540  =   0.99990034
 DF6832!UTM  15      -   0.99995494  x   0.99980657  =   0.99976152
 DF6832
 DF6832_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUJ7039985228(NAD 83)
 DF6832
 DF6832                          SUPERSEDED SURVEY CONTROL
 DF6832
 DF6832  NAD 83(2007)-  44 06 31.57562(N)    094 37 09.97701(W) AD(2002.00) 0
 DF6832  ELLIP H (02/10/07)  287.390  (m)                       GP(2002.00)    
 DF6832  NAD 83(1996)-  44 06 31.57516(N)    094 37 09.97658(W) AD(       ) 1
 DF6832  ELLIP H (08/01/03)  287.425  (m)                       GP(       ) 3 1
 DF6832  NAVD 88 (07/31/06)  315.3    (m)  GEOID03  model used  GPS OBS        
 DF6832  NAVD 88 (08/01/03)  315.3    (m)  GEOID99  model used  GPS OBS        
 DF6832
 DF6832.Superseded values are not recommended for survey control.
 DF6832
 DF6832.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF6832.See file dsdata.pdf to determine how the superseded data were derived.
 DF6832
 DF6832_MARKER: DD = SURVEY DISK
 DF6832_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 DF6832_STAMPING: 23 JMK 1966 1034
 DF6832_MARK LOGO: USGS
 DF6832_PROJECTION: RECESSED 5 CENTIMETERS
 DF6832_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DF6832_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DF6832_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DF6832+SATELLITE: SATELLITE OBSERVATIONS - August 30, 2023
 DF6832
 DF6832  HISTORY     - Date     Condition        Report By
 DF6832  HISTORY     - 19660401 MONUMENTED       USGS
 DF6832  HISTORY     - 20020401 GOOD             MNDT
 DF6832  HISTORY     - 20051201 GOOD             MNDT
 DF6832  HISTORY     - 20150511 GOOD             MNDT
 DF6832  HISTORY     - 20150722 GOOD             MNDT
 DF6832  HISTORY     - 20230830 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.
 DF6832
 DF6832                          STATION RECOVERY (2015)
 DF6832
 DF6832'RECOVERY NOTE BY MN DEPT OF TRANSP 2015 (KMS)
 DF6832'RECOVERED AS DESCRIBED.
 DF6832
 DF6832                          STATION RECOVERY (2015)
 DF6832
 DF6832'RECOVERY NOTE BY MN DEPT OF TRANSP 2015 (TXD)
 DF6832'1.0 MILE EAST OF GODAHL, 1.0 MILE EAST ALONG COUNTY ROAD 6 FROM
 DF6832'JUNCTION OF COUNTY ROAD 6 AND COUNTY ROAD 10 IN GODAHL, 81 FEET SOUTH
 DF6832'OF COUNTY ROAD 6, 6 FEET EAST OF FIELD ROAD SOUTH, 84 FEET SOUTHWEST
 DF6832'OF CURVE SIGN POST.
 DF6832
 DF6832                          STATION RECOVERY (2023)
 DF6832
 DF6832'RECOVERY NOTE BY MN DEPT OF TRANSP 2023 (KMS)
 DF6832'1.0 MI (1.6 KM) EAST OF GODAHL, 1.1 MI (1.8 KM) EAST ALONG COUNTY ROAD
 DF6832'6 FROM THE JUNCTION OF COUNTY ROAD 6 AND TRUNK HIGHWAY 4 IN GODAHL,
 DF6832'81.0 FT (24.7 M) SOUTH OF COUNTY ROAD 6, 6.0 FT (1.8 M) EAST OF A
 DF6832'FIELD ROAD SOUTH, 84.0 FT (25.6 M) SOUTHWEST OF A CURVE SIGN POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 RO1206 ***********************************************************************
 RO1206  DESIGNATION -  23 LNB
 RO1206  PID         -  RO1206
 RO1206  STATE/COUNTY-  MN/TODD
 RO1206  COUNTRY     -  US
 RO1206  USGS QUAD   -  EAGLE BEND (2019)
 RO1206
 RO1206                         *CURRENT SURVEY CONTROL
 RO1206  ______________________________________________________________________
 RO1206* NAD 83(1986) POSITION- 46 14 15.15   (N) 095 05 01.64   (W)   HD_HELD1
 RO1206* NAVD 88 ORTHO HEIGHT -   434.232 (meters)     1424.64  (feet) ADJUSTED
 RO1206  ______________________________________________________________________
 RO1206  GEOID HEIGHT    -        -26.699 (meters)                     GEOID18
 RO1206  DYNAMIC HEIGHT  -        434.235 (meters)     1424.65  (feet) COMP
 RO1206  MODELED GRAVITY -    980,607.0   (mgal)                       NAVD 88
 RO1206
 RO1206  VERT ORDER      -  SECOND    CLASS I
 RO1206
 RO1206.The horizontal coordinates were determined by differentially corrected
 RO1206.hand held GPS observations or other comparable positioning techniques
 RO1206.and have an estimated accuracy of +/- 3 meters.
 RO1206
 RO1206.The orthometric height was determined by differential leveling and
 RO1206.adjusted by the NATIONAL GEODETIC SURVEY
 RO1206.in June 1991.
 RO1206
 RO1206.Significant digits in the geoid height do not necessarily reflect accuracy.
 RO1206.GEOID18 height accuracy estimate available here.
 RO1206
 RO1206.Click photographs - Photos may exist for this station.
 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     -   237,886.2     735,695.0     MT  (+/- 3 meters HH1 GPS) 
 RO1206
 RO1206_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUM3934022550(NAD 83)
 RO1206
 RO1206                          SUPERSEDED SURVEY CONTROL
 RO1206
 RO1206.No superseded survey control is available for this station.
 RO1206
 RO1206_MARKER: DD = SURVEY DISK
 RO1206_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 RO1206_STAMPING: 23 LNB 1967
 RO1206_MARK LOGO: USGS
 RO1206_PROJECTION: FLUSH
 RO1206_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 RO1206_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RO1206_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 RO1206+SATELLITE: SATELLITE OBSERVATIONS - January 23, 2023
 RO1206
 RO1206  HISTORY     - Date     Condition        Report By
 RO1206  HISTORY     - 1967     MONUMENTED       USGS
 RO1206  HISTORY     - 1984     GOOD             MNDT
 RO1206  HISTORY     - 20210629 GOOD             MNDT
 RO1206  HISTORY     - 20230123 GOOD             MNDT
 RO1206
 RO1206                          STATION DESCRIPTION
 RO1206
 RO1206'DESCRIBED BY US GEOLOGICAL SURVEY 1967 (LNB)
 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.
 RO1206
 RO1206                          STATION RECOVERY (2021)
 RO1206
 RO1206'RECOVERY NOTE BY MN DEPT OF TRANSP 2021 (TJD)
 RO1206'RECOVERED IN GOOD CONDITION.
 RO1206
 RO1206                          STATION RECOVERY (2023)
 RO1206
 RO1206'RECOVERY NOTE BY MN DEPT OF TRANSP 2023 (MAS)
 RO1206'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DP7052 ***********************************************************************
 DP7052  DESIGNATION -  23 RWM
 DP7052  PID         -  DP7052
 DP7052  STATE/COUNTY-  MN/WILKIN
 DP7052  COUNTRY     -  US
 DP7052  USGS QUAD   -  WOLVERTON SE (2019)
 DP7052
 DP7052                         *CURRENT SURVEY CONTROL
 DP7052  ______________________________________________________________________
 DP7052* NAD 83(2011) POSITION- 46 35 14.23607(N) 096 30 33.77395(W)   ADJUSTED
 DP7052* NAD 83(2011) ELLIP HT-   264.864 (meters)        (04/23/15)   ADJUSTED
 DP7052* NAD 83(2011) EPOCH   -  2010.00
 DP7052* NAVD 88 ORTHO HEIGHT -   291.4   (meters)      956.    (feet) GPS OBS
 DP7052  ______________________________________________________________________
 DP7052  NAVD 88 orthometric height was determined with geoid model    GEOID12A
 DP7052  GEOID HEIGHT    -        -26.530 (meters)                     GEOID12A
 DP7052  GEOID HEIGHT    -        -26.529 (meters)                     GEOID18
 DP7052  NAD 83(2011) X  -   -497,824.947 (meters)                     COMP
 DP7052  NAD 83(2011) Y  - -4,363,001.752 (meters)                     COMP
 DP7052  NAD 83(2011) Z  -  4,610,546.598 (meters)                     COMP
 DP7052  LAPLACE CORR    -         -2.14  (seconds)                    DEFLEC18
 DP7052
 DP7052  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DP7052  Standards:
 DP7052         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DP7052            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DP7052  -------------------------------------------------------------------
 DP7052  NETWORK    0.76   0.78           0.35   0.25   0.40      0.27794002
 DP7052  -------------------------------------------------------------------
 DP7052  Click here for local accuracies and other accuracy information.
 DP7052
 DP7052.The horizontal coordinates were established by GPS observations
 DP7052.and adjusted by the MN DEPT OF TRANSP in April 2015.
 DP7052
 DP7052.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DP7052.been affixed to the stable North American tectonic plate. See 
 DP7052.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DP7052
 DP7052.The horizontal coordinates are valid at the epoch date displayed above
 DP7052.which is a decimal equivalence of Year/Month/Day.
 DP7052
 DP7052.The orthometric height was determined by GPS observations and a
 DP7052.high-resolution geoid model.
 DP7052
 DP7052.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP7052.GEOID18 height accuracy estimate available here.
 DP7052
 DP7052.Click photographs - Photos may exist for this station.
 DP7052
 DP7052.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DP7052
 DP7052.The Laplace correction was computed from DEFLEC18 derived deflections.
 DP7052
 DP7052.The ellipsoidal height was determined by GPS observations
 DP7052.and is referenced to NAD 83.
 DP7052
 DP7052. The following values were computed from the NAD 83(2011) position.
 DP7052
 DP7052;                    North         East     Units Scale Factor Converg.
 DP7052;SPC MN C     -   278,891.767   626,877.061   MT  0.99993171   -1 38 03.9
 DP7052;SPC MN C     -   914,997.41  2,056,679.16   sFT  0.99993171   -1 38 03.9
 DP7052;UTM  14      - 5,162,315.962   690,800.541   MT  1.00004750   +1 48 35.2
 DP7052
 DP7052!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DP7052!SPC MN C     -   0.99995848  x   0.99993171  =   0.99989020
 DP7052!UTM  14      -   0.99995848  x   1.00004750  =   1.00000598
 DP7052
 DP7052_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPS9080062315(NAD 83)
 DP7052
 DP7052                          SUPERSEDED SURVEY CONTROL
 DP7052
 DP7052.No superseded survey control is available for this station.
 DP7052
 DP7052_MARKER: DD = SURVEY DISK
 DP7052_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 DP7052_STAMPING: 23 RWM 1964
 DP7052_MARK LOGO: USGS
 DP7052_PROJECTION: FLUSH
 DP7052_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DP7052_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DP7052_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP7052+SATELLITE: SATELLITE OBSERVATIONS - June 23, 2021
 DP7052
 DP7052  HISTORY     - Date     Condition        Report By
 DP7052  HISTORY     - 19640401 MONUMENTED       USGS
 DP7052  HISTORY     - 20130805 GOOD             MNDT
 DP7052  HISTORY     - 20210623 GOOD             MNDT
 DP7052
 DP7052                          STATION DESCRIPTION
 DP7052
 DP7052'DESCRIBED BY MN DEPT OF TRANSP 2013 (TXS)
 DP7052'7.24 MILES NORTHWEST OF LAWNDALE, 5.97 MILES WEST ALONG COUNTY ROAD 30
 DP7052'FROM JUNCTION OF COUNTY ROAD 30 AND COUNTY ROAD 52 IN LAWNDALE, THEN
 DP7052'2.01 MILES NORTH ON COUNTY ROAD 211, THEN 1.0 MILE WEST ON COUNTY ROAD
 DP7052'188, 63 FEET NORTH OF COUNTY ROAD 188, 34 FEET WEST OF 230TH AVENUE,
 DP7052'4.0 FEET SOUTHEAST OF TELEPHONE PED, 2.0 FEET SOUTH OF WITNESS POST.
 DP7052
 DP7052                          STATION RECOVERY (2021)
 DP7052
 DP7052'RECOVERY NOTE BY MN DEPT OF TRANSP 2021 (KMS)
 DP7052'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 PR0720 ***********************************************************************
 PR0720  DESIGNATION -  23 T
 PR0720  PID         -  PR0720
 PR0720  STATE/COUNTY-  MN/LINCOLN
 PR0720  COUNTRY     -  US
 PR0720  USGS QUAD   -  PORTER SW (2019)
 PR0720
 PR0720                         *CURRENT SURVEY CONTROL
 PR0720  ______________________________________________________________________
 PR0720* NAD 83(1996) POSITION- 44 30 13.84531(N) 096 13 56.21507(W)   ADJUSTED
 PR0720* NAVD 88 ORTHO HEIGHT -   510.07  (+/-2cm)     1673.5   (feet) VERTCON3
 PR0720  ______________________________________________________________________
 PR0720  GEOID HEIGHT    -        -26.148 (meters)                     GEOID18
 PR0720  LAPLACE CORR    -         -6.32  (seconds)                    DEFLEC18
 PR0720  HORZ ORDER      -  THIRD
 PR0720  VERT ORDER      -  THIRD ? (See Below)
 PR0720
 PR0720.The horizontal coordinates were established by classical geodetic methods
 PR0720.and adjusted by the National Geodetic Survey in March 1999.
 PR0720
 PR0720.The NAVD 88 height was computed by applying the VERTCON shift value to
 PR0720.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PR0720
 PR0720.Significant digits in the geoid height do not necessarily reflect accuracy.
 PR0720.GEOID18 height accuracy estimate available here.
 PR0720
 PR0720.The vertical order pertains to the NGVD 29 superseded value.
 PR0720
 PR0720.Click photographs - Photos may exist for this station.
 PR0720
 PR0720.The Laplace correction was computed from DEFLEC18 derived deflections.
 PR0720
 PR0720. The following values were computed from the NAD 83(1996) position.
 PR0720
 PR0720;                    North         East     Units Scale Factor Converg.
 PR0720;SPC MN S     -   269,517.879   622,515.166   MT  0.99992204   -1 33 52.8
 PR0720;SPC MN S     -   884,243.24  2,042,368.51   sFT  0.99992204   -1 33 52.8
 PR0720;UTM  14      - 4,931,562.723   720,014.493   MT  1.00019533   +1 56 27.0
 PR0720
 PR0720!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PR0720!SPC MN S     -   0.99992413  x   0.99992204  =   0.99984617
 PR0720!UTM  14      -   0.99992413  x   1.00019533  =   1.00011944
 PR0720
 PR0720:                Primary Azimuth Mark                     Grid Az
 PR0720:SPC MN S     -  WENLO ST J CANTIUS CH N SPIRE            179 23 07.0
 PR0720:UTM  14      -  WENLO ST J CANTIUS CH N SPIRE            175 52 47.2
 PR0720
 PR0720_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQQ2001431562(NAD 83)
 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             509.83   (m)         1672.7    (f) LEVELING    3  
 PR0720
 PR0720.Superseded values are not recommended for survey control.
 PR0720
 PR0720.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PR0720.See file dsdata.pdf to determine how the superseded data were derived.
 PR0720
 PR0720_MARKER: DB = BENCH MARK DISK
 PR0720_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PR0720_STAMPING: 23 T 1960 1673
 PR0720_MARK LOGO: USGS
 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 = MARCH 21, 2026 06:05:54 EDT
 OO1579 ***********************************************************************
 OO1579  DESIGNATION -  2301 A
 OO1579  PID         -  OO1579
 OO1579  STATE/COUNTY-  MN/FILLMORE
 OO1579  COUNTRY     -  US
 OO1579  USGS QUAD   -  SPRING VALLEY (2019)
 OO1579
 OO1579                         *CURRENT SURVEY CONTROL
 OO1579  ______________________________________________________________________
 OO1579* NAD 83(1986) POSITION- 43 42 39.92   (N) 092 26 21.78   (W)   HD_HELD1
 OO1579* NAVD 88 ORTHO HEIGHT -   395.733 (meters)     1298.33  (feet) ADJUSTED
 OO1579  ______________________________________________________________________
 OO1579  GEOID HEIGHT    -        -29.950 (meters)                     GEOID18
 OO1579  DYNAMIC HEIGHT  -        395.644 (meters)     1298.04  (feet) COMP
 OO1579  MODELED GRAVITY -    980,383.6   (mgal)                       NAVD 88
 OO1579
 OO1579  VERT ORDER      -  FIRST     CLASS II
 OO1579
 OO1579.The horizontal coordinates were determined by differentially corrected
 OO1579.hand held GPS observations or other comparable positioning techniques
 OO1579.and have an estimated accuracy of +/- 3 meters.
 OO1579
 OO1579.The orthometric height was determined by differential leveling and
 OO1579.adjusted by the NATIONAL GEODETIC SURVEY
 OO1579.in June 1991.
 OO1579
 OO1579.Significant digits in the geoid height do not necessarily reflect accuracy.
 OO1579.GEOID18 height accuracy estimate available here.
 OO1579
 OO1579.Click photographs - Photos may exist for this station.
 OO1579
 OO1579.The dynamic height is computed by dividing the NAVD 88
 OO1579.geopotential number by the normal gravity value computed on the
 OO1579.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OO1579.degrees latitude (g = 980.6199 gals.).
 OO1579
 OO1579.The modeled gravity was interpolated from observed gravity values.
 OO1579
 OO1579;                    North         East    Units  Estimated Accuracy
 OO1579;SPC MN S     -   180,212.4     925,771.3     MT  (+/- 3 meters HH1 GPS) 
 OO1579
 OO1579_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWJ4516439937(NAD 83)
 OO1579
 OO1579                          SUPERSEDED SURVEY CONTROL
 OO1579
 OO1579.No superseded survey control is available for this station.
 OO1579
 OO1579_MARKER: DV = VERTICAL CONTROL DISK
 OO1579_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 OO1579_STAMPING: 2301 A 1981
 OO1579_MARK LOGO: MNDT
 OO1579_PROJECTION: FLUSH
 OO1579_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 OO1579_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OO1579_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OO1579+SATELLITE: SATELLITE OBSERVATIONS - July 24, 2024
 OO1579
 OO1579  HISTORY     - Date     Condition        Report By
 OO1579  HISTORY     - 19810401 MONUMENTED       MNDT
 OO1579  HISTORY     - 19900821 GOOD             NGS
 OO1579  HISTORY     - 19910923 GOOD             MNDT
 OO1579  HISTORY     - 20051208 GOOD             MNDT
 OO1579  HISTORY     - 20130401 GOOD             MNDT
 OO1579  HISTORY     - 20201208 GOOD             MNDT
 OO1579  HISTORY     - 20240724 GOOD             MNDT
 OO1579
 OO1579                          STATION DESCRIPTION
 OO1579
 OO1579'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 OO1579'10.5 KM (6.5 MI) EASTERLY ALONG STATE HIGHWAY 16 FROM THE JUNCTION OF
 OO1579'COUNTY ROAD 8 (SECOND STREET SOUTHEAST) IN GRAND MEADOW, 0.8 KM (0.5
 OO1579'MI) EAST OF THE MOWER COUNTY LINE, 15.1 M (49.5 FT) NORTH OF THE
 OO1579'CENTERLINE OF THE HIGHWAY, 5.0 M (16.4 FT) EAST OF THE CENTER OF A
 OO1579'FIELD ENTRANCE, 0.6 M (2.0 FT) BELOW THE LEVEL OF THE HIGHWAY, 0.4 M
 OO1579'(1.3 FT) WEST OF A UTILITY POLE, AND 0.2 M (0.7 FT) SOUTH OF A
 OO1579'WITNESS POST.  NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH
 OO1579'LOGO CAP.  THE ROD DEPTH UNKNOWN AND IS RECESSED 0.2 CM (0.07 IN).
 OO1579
 OO1579                          STATION RECOVERY (1991)
 OO1579
 OO1579'RECOVERY NOTE BY MN DEPT OF TRANSP 1991 (HTS)
 OO1579'3.0 MILES (4.8 KM) NW OF THE TOWN OF SPRING VALLEY, IN THE NW OF 1/4
 OO1579'SECTION 19, T103N, R13W, ON TH 16 RIGHT OF WAY, 2.05 MILES (3.30 KM)
 OO1579'EAST ALONG TH 16 FROM THE JCT OF TH 16 AND TH 63 NORTH, AT MILEPOINT
 OO1579'212.25, 50.0 FT (15.2 M) NORTH OF AND ABOUT 2.0 FT (0.6 M) LOWER THAN
 OO1579'THE CENTERLINE OF TH 16, 1.8 FT (0.5 M) SW OF A POWER POLE, 15.0 FT
 OO1579'(4.6 M) EAST OF THE CENTER OF A FIELD ENTRANCE, 0.8 FT (24.4 CM) SOUTH
 OO1579'OF A STEEL WITNESS POST, AND FLUSH WITH THE GROUND.
 OO1579
 OO1579                          STATION RECOVERY (2005)
 OO1579
 OO1579'RECOVERY NOTE BY MN DEPT OF TRANSP 2005 (MPP)
 OO1579'RECOVERED AS DESCRIBED.
 OO1579
 OO1579                          STATION RECOVERY (2013)
 OO1579
 OO1579'RECOVERY NOTE BY MN DEPT OF TRANSP 2013 (JBG)
 OO1579'THE STATION IS LOCATED ABOUT 6.7 MI (10.8 KM) SOUTHWEST OF WASHINGTON,
 OO1579'6.6 MI (10.6 KM) EAST OF GRAND MEADOW AND 3.0 MI (4.8 KM)
 OO1579'WEST-NORTHWEST OF SPRING VALLEY.
 OO1579'
 OO1579'3.0 MILES NORTHWEST OF SPRING VALLEY, 3.0 MI (4.8 KM) NORTHWEST AND
 OO1579'WEST ALONG TRUNK HIGHWAY 16 FROM THE JUNCTION OF TRUNK HIGHWAY 16,
 OO1579'TRUNK HIGHWAY 63 AND COUNTY ROAD 1 INCH (3 CM) SPRING VALLEY, AT TRUNK
 OO1579'HIGHWAY 16 MILE POINT 212.25.
 OO1579'
 OO1579'IT IS 50.0 FT (15.2 M) NORTH OF TRUNK HIGHWAY 16, 35.0 FT (10.7 M)
 OO1579'WEST OF POWER POLE, 15.0 FT (4.6 M) EAST OF A FIELD ENTRANCE, 0.8 FT
 OO1579'(24 CM) SOUTH OF A WITNESS POST.
 OO1579
 OO1579                          STATION RECOVERY (2020)
 OO1579
 OO1579'RECOVERY NOTE BY MN DEPT OF TRANSP 2020 (KMS)
 OO1579'RECOVERED IN GOOD CONDITION.
 OO1579
 OO1579                          STATION RECOVERY (2024)
 OO1579
 OO1579'RECOVERY NOTE BY MN DEPT OF TRANSP 2024 (KMS)
 OO1579'3.0 MI (4.8 KM) NORTHWEST OF SPRING VALLEY, 3.0 MI (4.8 KM) NORTHWEST
 OO1579'AND WEST ALONG TRUNK HIGHWAY 16 FROM THE JUNCTION OF TRUNK HIGHWAY 16,
 OO1579'TRUNK HIGHWAY 63 AND COUNTY ROAD 1 IN SPRING VALLEY, AT TRUNK HIGHWAY
 OO1579'16 MILE POINT 212.25 (THE JUNCTION IS 0.5 MI (0.8 KM) EAST OF THE
 OO1579'COUNTY LINE), 50.0 FT (15.2 M) NORTH OF TRUNK HIGHWAY 16, 35.0 FT
 OO1579'(10.7 M) WEST OF A POWER POLE, 15.0 FT (4.6 M) EAST OF A FIELD
 OO1579'ENTRANCE, 0.8 FT (24 CM) SOUTH OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DP6766 ***********************************************************************
 DP6766  DESIGNATION -  2301 D RESET
 DP6766  PID         -  DP6766
 DP6766  STATE/COUNTY-  MN/FILLMORE
 DP6766  COUNTRY     -  US
 DP6766  USGS QUAD   -  SPRING VALLEY (2019)
 DP6766
 DP6766                         *CURRENT SURVEY CONTROL
 DP6766  ______________________________________________________________________
 DP6766* NAD 83(1986) POSITION- 43 42 09.25   (N) 092 24 18.92   (W)   HD_HELD1
 DP6766* NAVD 88 ORTHO HEIGHT -   405.741 (meters)     1331.17  (feet) ADJUSTED
 DP6766  ______________________________________________________________________
 DP6766  GEOID HEIGHT    -        -29.997 (meters)                     GEOID18
 DP6766  DYNAMIC HEIGHT  -        405.650 (meters)     1330.87  (feet) COMP
 DP6766  MODELED GRAVITY -    980,383.0   (mgal)                       NAVD 88
 DP6766
 DP6766  VERT ORDER      -  SECOND    CLASS I
 DP6766
 DP6766.The horizontal coordinates were determined by differentially corrected
 DP6766.hand held GPS observations or other comparable positioning techniques
 DP6766.and have an estimated accuracy of +/- 3 meters.
 DP6766
 DP6766.The orthometric height was determined by differential leveling and
 DP6766.adjusted by the NATIONAL GEODETIC SURVEY
 DP6766.in June 2015.
 DP6766
 DP6766.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP6766.GEOID18 height accuracy estimate available here.
 DP6766
 DP6766.Click photographs - Photos may exist for this station.
 DP6766
 DP6766.The dynamic height is computed by dividing the NAVD 88
 DP6766.geopotential number by the normal gravity value computed on the
 DP6766.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP6766.degrees latitude (g = 980.6199 gals.).
 DP6766
 DP6766.The modeled gravity was interpolated from observed gravity values.
 DP6766
 DP6766;                    North         East    Units  Estimated Accuracy
 DP6766;SPC MN S     -   179,319.0     928,539.8     MT  (+/- 3 meters HH1 GPS) 
 DP6766
 DP6766_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWJ4792039010(NAD 83)
 DP6766
 DP6766                          SUPERSEDED SURVEY CONTROL
 DP6766
 DP6766.No superseded survey control is available for this station.
 DP6766
 DP6766_MARKER: I = METAL ROD
 DP6766_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DP6766_STAMPING: 2301 D RESET 2013
 DP6766_MARK LOGO: MNDT
 DP6766_PROJECTION: RECESSED 8 CENTIMETERS
 DP6766_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DP6766_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DP6766_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP6766+SATELLITE: SATELLITE OBSERVATIONS - July 24, 2024
 DP6766_ROD/PIPE-DEPTH: 6.1 meters
 DP6766
 DP6766  HISTORY     - Date     Condition        Report By
 DP6766  HISTORY     - 20130415 MONUMENTED       MNDT
 DP6766  HISTORY     - 20240724 GOOD             MNDT
 DP6766
 DP6766                          STATION DESCRIPTION
 DP6766
 DP6766'DESCRIBED BY MN DEPT OF TRANSP 2013
 DP6766'THE STATION IS LOCATED ABOUT 6.2 MI (10.0 KM) NORTH OF OSTRANDER, 6.1
 DP6766'MI (9.8 KM) SOUTH-SOUTHWEST OF WASHINGTON AND 1.4 MI (2.3 KM)
 DP6766'NORTHWEST OF SPRING VALLEY.
 DP6766'
 DP6766'1.0 MILE NORTHWEST OF SPRING VALLEY, 1.3 MI (2.1 KM) NORTHWEST ALONG
 DP6766'TRUNK HIGHWAY 16 FROM THE JUNCTION OF TRUNK HIGHWAY 16 AND TRUNK
 DP6766'HIGHWAY 63 SOUTH, AT TRUNK HIGHWAY 16 MILE POINT 214.2.
 DP6766'
 DP6766'IT IS 98.0 FT (29.9 M) SOUTH OF TRUNK HIGHWAY 16, 58.0 FT (17.7 M)
 DP6766'SOUTHWEST OF THE SOUTHWEST CORNER OF GOODYEAR SIGN POST, 1.75 FT (0.5
 DP6766'M) NORTH-NORTHWEST OF THE NORTHEAST CORNER OF BUILDING.
 DP6766'
 DP6766'THE STATION STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM
 DP6766'ROD DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION REMOVABLE
 DP6766'DISK SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH
 DP6766'PVC PIPE BACK FILLED WITH WASHED SAND.
 DP6766
 DP6766                          STATION RECOVERY (2024)
 DP6766
 DP6766'RECOVERY NOTE BY MN DEPT OF TRANSP 2024 (RMJ)
 DP6766'1.0 MI (1.6 KM) NORTHWEST OF SPRING VALLEY, 1.3 MI (2.1 KM) NORTHWEST
 DP6766'ALONG TRUNK HIGHWAY 16 FROM THE JUNCTION OF TRUNK HIGHWAY 16 AND TRUNK
 DP6766'HIGHWAY 63 SOUTH, AT TRUNK HIGHWAY 16 MILE POINT 214.2, 98.0 FT (29.9
 DP6766'M) SOUTH OF TRUNK HIGHWAY 16, 58.0 FT (17.7 M) SOUTHWEST OF THE
 DP6766'SOUTHWEST CORNER OF THE GOODYEAR SIGN POST, 1.75 FT (0.5 M)
 DP6766'NORTH-NORTHWEST OF THE NORTHEAST CORNER OF A BUILDING.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DP6768 ***********************************************************************
 DP6768  DESIGNATION -  2301 E RESET
 DP6768  PID         -  DP6768
 DP6768  STATE/COUNTY-  MN/FILLMORE
 DP6768  COUNTRY     -  US
 DP6768  USGS QUAD   -  SPRING VALLEY (2019)
 DP6768
 DP6768                         *CURRENT SURVEY CONTROL
 DP6768  ______________________________________________________________________
 DP6768* NAD 83(1986) POSITION- 43 41 46.07   (N) 092 23 44.40   (W)   HD_HELD1
 DP6768* NAVD 88 ORTHO HEIGHT -   404.760 (meters)     1327.95  (feet) ADJUSTED
 DP6768  ______________________________________________________________________
 DP6768  GEOID HEIGHT    -        -30.017 (meters)                     GEOID18
 DP6768  DYNAMIC HEIGHT  -        404.669 (meters)     1327.65  (feet) COMP
 DP6768  MODELED GRAVITY -    980,381.5   (mgal)                       NAVD 88
 DP6768
 DP6768  VERT ORDER      -  SECOND    CLASS I
 DP6768
 DP6768.The horizontal coordinates were determined by differentially corrected
 DP6768.hand held GPS observations or other comparable positioning techniques
 DP6768.and have an estimated accuracy of +/- 3 meters.
 DP6768
 DP6768.The orthometric height was determined by differential leveling and
 DP6768.adjusted by the NATIONAL GEODETIC SURVEY
 DP6768.in June 2015.
 DP6768
 DP6768.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP6768.GEOID18 height accuracy estimate available here.
 DP6768
 DP6768.Click photographs - Photos may exist for this station.
 DP6768
 DP6768.The dynamic height is computed by dividing the NAVD 88
 DP6768.geopotential number by the normal gravity value computed on the
 DP6768.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP6768.degrees latitude (g = 980.6199 gals.).
 DP6768
 DP6768.The modeled gravity was interpolated from observed gravity values.
 DP6768
 DP6768;                    North         East    Units  Estimated Accuracy
 DP6768;SPC MN S     -   178,618.9     929,326.7     MT  (+/- 3 meters HH1 GPS) 
 DP6768
 DP6768_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWJ4869838301(NAD 83)
 DP6768
 DP6768                          SUPERSEDED SURVEY CONTROL
 DP6768
 DP6768.No superseded survey control is available for this station.
 DP6768
 DP6768_MARKER: I = METAL ROD
 DP6768_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DP6768_STAMPING: 2301 E RESET 2013
 DP6768_MARK LOGO: MNDT
 DP6768_PROJECTION: RECESSED 5 CENTIMETERS
 DP6768_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DP6768_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DP6768_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP6768+SATELLITE: SATELLITE OBSERVATIONS - July 24, 2024
 DP6768
 DP6768  HISTORY     - Date     Condition        Report By
 DP6768  HISTORY     - 2013     MONUMENTED       MNDT
 DP6768  HISTORY     - 20240724 GOOD             MNDT
 DP6768
 DP6768                          STATION DESCRIPTION
 DP6768
 DP6768'DESCRIBED BY MN DEPT OF TRANSP 2013 (KMS)
 DP6768'THE STATION IS LOCATED ABOUT 6.2 MI (10.0 KM) SOUTH-SOUTHWEST OF
 DP6768'WASHINGTON, 5.9 MI (9.5 KM) NORTH-NORTHEAST OF OSTRANDER AND 0.7 MI
 DP6768'(1.1 KM) NORTH-NORTHWEST OF SPRING VALLEY.
 DP6768'
 DP6768'IN NORTH PART OF SPRING VALLEY, 0.6 MI (1.0 KM) NORTHWEST ALONG TRUNK
 DP6768'HIGHWAY 16 FROM THE JUNCTION OF TRUNK HIGHWAY 16 AND TRUNK HIGHWAY 63
 DP6768'SOUTH, AT TRUNK HIGHWAY 16 MILE POINT 214.9, AT THE JUNCTION OF TRUNK
 DP6768'HIGHWAY 16 AND TRACY ROAD.
 DP6768'
 DP6768'IT IS 170.0 FT (51.8 M) NORTHEAST OF TRUNK HIGHWAY 16, 84.5 FT (25.8
 DP6768'M) EAST OF FIRE HYDRANT, 23.7 FT (7.2 M) NORTH OF TRACY ROAD, 1.5 FT
 DP6768'(0.5 M) NORTHWEST OF POWER POLE, 0.7 FT (21 CM) WEST OF A WITNESS
 DP6768'POST.
 DP6768'
 DP6768'NOTE- ROD DEPTH UNKNOWN.
 DP6768
 DP6768                          STATION RECOVERY (2024)
 DP6768
 DP6768'RECOVERY NOTE BY MN DEPT OF TRANSP 2024 (RMJ)
 DP6768'IN THE NORTH PART OF SPRING VALLEY, 0.6 MI (1.0 KM) NORTHWEST ALONG
 DP6768'TRUNK HIGHWAY 16 FROM THE JUNCTION OF TRUNK HIGHWAY 16 AND TRUNK
 DP6768'HIGHWAY 63 SOUTH, AT TRUNK HIGHWAY 16 MILE POINT 214.9, AT THE
 DP6768'JUNCTION OF TRUNK HIGHWAY 16 AND TRACY ROAD, 170.0 FT (51.8 M)
 DP6768'NORTHEAST OF TRUNK HIGHWAY 16, 84.5 FT (25.8 M) EAST OF A FIRE
 DP6768'HYDRANT, 23.7 FT (7.2 M) NORTH OF TRACY ROAD, 1.5 FT (0.5 M) NORTHWEST
 DP6768'OF A POWER POLE, 0.7 FT (21 CM) WEST OF A WITNESS POST.  THE ROD DEPTH
 DP6768'IS UNKNOWN.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DP6792 ***********************************************************************
 DP6792  DESIGNATION -  2302 A
 DP6792  PID         -  DP6792
 DP6792  STATE/COUNTY-  MN/FILLMORE
 DP6792  COUNTRY     -  US
 DP6792  USGS QUAD   -  SPRING VALLEY (2019)
 DP6792
 DP6792                         *CURRENT SURVEY CONTROL
 DP6792  ______________________________________________________________________
 DP6792* NAD 83(1986) POSITION- 43 41 10.89   (N) 092 22 50.19   (W)   HD_HELD1
 DP6792* NAVD 88 ORTHO HEIGHT -   387.590 (meters)     1271.62  (feet) ADJUSTED
 DP6792  ______________________________________________________________________
 DP6792  GEOID HEIGHT    -        -30.051 (meters)                     GEOID18
 DP6792  DYNAMIC HEIGHT  -        387.501 (meters)     1271.33  (feet) COMP
 DP6792  MODELED GRAVITY -    980,378.8   (mgal)                       NAVD 88
 DP6792
 DP6792  VERT ORDER      -  SECOND    CLASS I
 DP6792
 DP6792.The horizontal coordinates were determined by differentially corrected
 DP6792.hand held GPS observations or other comparable positioning techniques
 DP6792.and have an estimated accuracy of +/- 3 meters.
 DP6792
 DP6792.The orthometric height was determined by differential leveling and
 DP6792.adjusted by the NATIONAL GEODETIC SURVEY
 DP6792.in June 2015.
 DP6792
 DP6792.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP6792.GEOID18 height accuracy estimate available here.
 DP6792
 DP6792.Click photographs - Photos may exist for this station.
 DP6792
 DP6792.The dynamic height is computed by dividing the NAVD 88
 DP6792.geopotential number by the normal gravity value computed on the
 DP6792.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP6792.degrees latitude (g = 980.6199 gals.).
 DP6792
 DP6792.The modeled gravity was interpolated from observed gravity values.
 DP6792
 DP6792;                    North         East    Units  Estimated Accuracy
 DP6792;SPC MN S     -   177,557.3     930,561.9     MT  (+/- 3 meters HH1 GPS) 
 DP6792
 DP6792_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWJ4992037224(NAD 83)
 DP6792
 DP6792                          SUPERSEDED SURVEY CONTROL
 DP6792
 DP6792.No superseded survey control is available for this station.
 DP6792
 DP6792_MARKER: I = METAL ROD
 DP6792_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DP6792_STAMPING: 2302 A 2013
 DP6792_MARK LOGO: MNDT
 DP6792_PROJECTION: RECESSED 5 CENTIMETERS
 DP6792_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DP6792_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DP6792_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP6792+SATELLITE: SATELLITE OBSERVATIONS - July 24, 2024
 DP6792_ROD/PIPE-DEPTH: 3.6 meters
 DP6792
 DP6792  HISTORY     - Date     Condition        Report By
 DP6792  HISTORY     - 20130507 MONUMENTED       MNDT
 DP6792  HISTORY     - 20240724 GOOD             MNDT
 DP6792
 DP6792                          STATION DESCRIPTION
 DP6792
 DP6792'DESCRIBED BY MN DEPT OF TRANSP 2013
 DP6792'THE STATION IS LOCATED ABOUT 5.8 MI (9.3 KM) WEST-SOUTHWEST OF WYKOFF,
 DP6792'5.6 MI (9.0 KM) NORTH-NORTHEAST OF OSTRANDER AND IN THE TOWN OF SPRING
 DP6792'VALLEY, MN.
 DP6792'
 DP6792'IN SPRING VALLEY, 0.5 MI (0.8 KM) SOUTHEAST ALONG TRUNK HIGHWAY 16
 DP6792'FROM THE JUNCTION OF TRUNK HIGHWAY 16 AND TRUNK HIGHWAY 63 INCH (160
 DP6792'CM) SPRING VALLEY, AT TRUNK HIGHWAY 16 MILE POINT 216.
 DP6792'
 DP6792'IT IS 32.8 FT (10.0 M) SOUTHWEST OF TRUNK HIGHWAY 16, 8.9 FT (2.7 M)
 DP6792'SOUTHEAST OF MILEPOST 216, 1.5 FT (0.5 M) NORTHEAST OF A WITNESS POST.
 DP6792'THE STATION STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM
 DP6792'ROD DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION REMOVABLE
 DP6792'DISK SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH
 DP6792'PVC PIPE BACK FILLED WITH WASHED SAND.
 DP6792
 DP6792                          STATION RECOVERY (2024)
 DP6792
 DP6792'RECOVERY NOTE BY MN DEPT OF TRANSP 2024 (RMJ)
 DP6792'IN SPRING VALLEY, 0.5 MI (0.8 KM) SOUTHEAST ALONG TRUNK HIGHWAY 16
 DP6792'FROM THE JUNCTION OF TRUNK HIGHWAY 16 AND TRUNK HIGHWAY 63 IN SPRING
 DP6792'VALLEY, AT TRUNK HIGHWAY 16 MILE POINT 216, 32.8 FT (10.0 M) SOUTHWEST
 DP6792'OF TRUNK HIGHWAY 16, 8.9 FT (2.7 M) SOUTHEAST OF MILEPOST 216, 1.5 FT
 DP6792'(0.5 M) NORTHEAST OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DP6793 ***********************************************************************
 DP6793  DESIGNATION -  2302 B
 DP6793  PID         -  DP6793
 DP6793  STATE/COUNTY-  MN/FILLMORE
 DP6793  COUNTRY     -  US
 DP6793  USGS QUAD   -  WYKOFF (2019)
 DP6793
 DP6793                         *CURRENT SURVEY CONTROL
 DP6793  ______________________________________________________________________
 DP6793* NAD 83(1986) POSITION- 43 40 52.87   (N) 092 20 57.73   (W)   HD_HELD1
 DP6793* NAVD 88 ORTHO HEIGHT -   403.981 (meters)     1325.39  (feet) ADJUSTED
 DP6793  ______________________________________________________________________
 DP6793  GEOID HEIGHT    -        -30.092 (meters)                     GEOID18
 DP6793  DYNAMIC HEIGHT  -        403.888 (meters)     1325.09  (feet) COMP
 DP6793  MODELED GRAVITY -    980,376.8   (mgal)                       NAVD 88
 DP6793
 DP6793  VERT ORDER      -  SECOND    CLASS I
 DP6793
 DP6793.The horizontal coordinates were determined by differentially corrected
 DP6793.hand held GPS observations or other comparable positioning techniques
 DP6793.and have an estimated accuracy of +/- 3 meters.
 DP6793
 DP6793.The orthometric height was determined by differential leveling and
 DP6793.adjusted by the NATIONAL GEODETIC SURVEY
 DP6793.in June 2015.
 DP6793
 DP6793.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP6793.GEOID18 height accuracy estimate available here.
 DP6793
 DP6793.Click photographs - Photos may exist for this station.
 DP6793
 DP6793.The dynamic height is computed by dividing the NAVD 88
 DP6793.geopotential number by the normal gravity value computed on the
 DP6793.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP6793.degrees latitude (g = 980.6199 gals.).
 DP6793
 DP6793.The modeled gravity was interpolated from observed gravity values.
 DP6793
 DP6793;                    North         East    Units  Estimated Accuracy
 DP6793;SPC MN S     -   177,051.6     933,091.4     MT  (+/- 3 meters HH1 GPS) 
 DP6793
 DP6793_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWJ5244236688(NAD 83)
 DP6793
 DP6793                          SUPERSEDED SURVEY CONTROL
 DP6793
 DP6793.No superseded survey control is available for this station.
 DP6793
 DP6793_MARKER: I = METAL ROD
 DP6793_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DP6793_STAMPING: 2302 B 2013
 DP6793_MARK LOGO: MNDT
 DP6793_PROJECTION: RECESSED 5 CENTIMETERS
 DP6793_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DP6793_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DP6793_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP6793+SATELLITE: SATELLITE OBSERVATIONS - July 24, 2024
 DP6793_ROD/PIPE-DEPTH: 3.6 meters
 DP6793
 DP6793  HISTORY     - Date     Condition        Report By
 DP6793  HISTORY     - 20130507 MONUMENTED       MNDT
 DP6793  HISTORY     - 20201208 GOOD             MNDT
 DP6793  HISTORY     - 20240724 GOOD             MNDT
 DP6793
 DP6793                          STATION DESCRIPTION
 DP6793
 DP6793'DESCRIBED BY MN DEPT OF TRANSP 2013
 DP6793'THE STATION IS LOCATED ABOUT 6.1 MI (9.8 KM) NORTHEAST OF OSTRANDER,
 DP6793'4.4 MI (7.1 KM) WEST-SOUTHWEST OF WYKOFF AND 2.0 MI (3.2 KM) EAST OF
 DP6793'SPRING VALLEY.
 DP6793'
 DP6793'2.0 MILES SOUTHEAST OF SPRING VALLEY, 2.15 MI (3.5 KM) SOUTHEAST AND
 DP6793'EAST ALONG TRUNK HIGHWAY 16 FROM THE JUNCTION OF TRUNK HIGHWAY 16 AND
 DP6793'TRUNK HIGHWAY 63 INCH (160 CM) SPRING VALLEY, AT TRUNK HIGHWAY 16 MILE
 DP6793'POINT 217.65.
 DP6793'
 DP6793'IT IS 64.4 FT (19.6 M) SOUTH OF TRUNK HIGHWAY 16, 27.2 FT (8.3 M) EAST
 DP6793'OF EXTENDED CENTERLINE OF 151 ST AVENUE, 15.3 FT (4.7 M) NORTHWEST OF
 DP6793'CABLE PEDESTAL NUMBER 89A, 1.5 FT (0.5 M) NORTH OF A WITNESS POST.
 DP6793'
 DP6793'THE STATION STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM
 DP6793'ROD DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION REMOVABLE
 DP6793'DISK SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH
 DP6793'PVC PIPE BACK FILLED WITH WASHED SAND.
 DP6793
 DP6793                          STATION RECOVERY (2020)
 DP6793
 DP6793'RECOVERY NOTE BY MN DEPT OF TRANSP 2020 (KMS)
 DP6793'RECOVERED IN GOOD CONDITION.
 DP6793
 DP6793                          STATION RECOVERY (2024)
 DP6793
 DP6793'RECOVERY NOTE BY MN DEPT OF TRANSP 2024 (RMJ)
 DP6793'2.0 MI (3.2 KM) SOUTHEAST OF SPRING VALLEY, 2.15 MI (3.46 KM)
 DP6793'SOUTHEAST AND EAST ALONG TRUNK HIGHWAY 16 FROM THE JUNCTION OF TRUNK
 DP6793'HIGHWAY 16 AND TRUNK HIGHWAY 63 IN SPRING VALLEY, AT TRUNK HIGHWAY 16
 DP6793'MILE POINT 217.65, 64.4 FT (19.6 M) SOUTH OF TRUNK HIGHWAY 16, 27.2 FT
 DP6793'(8.3 M) EAST OF THE EXTENDED CENTERLINE OF 151ST AVENUE, 15.3 FT (4.7
 DP6793'M) NORTHWEST OF CABLE PEDESTAL NUMBER 89A, 1.5 FT (0.5 M) NORTH OF A
 DP6793'WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DP6796 ***********************************************************************
 DP6796  DESIGNATION -  2302 C
 DP6796  PID         -  DP6796
 DP6796  STATE/COUNTY-  MN/FILLMORE
 DP6796  COUNTRY     -  US
 DP6796  USGS QUAD   -  WYKOFF (2019)
 DP6796
 DP6796                         *CURRENT SURVEY CONTROL
 DP6796  ______________________________________________________________________
 DP6796* NAD 83(1986) POSITION- 43 41 04.10   (N) 092 17 55.82   (W)   HD_HELD1
 DP6796* NAVD 88 ORTHO HEIGHT -   413.666 (meters)     1357.17  (feet) ADJUSTED
 DP6796  ______________________________________________________________________
 DP6796  GEOID HEIGHT    -        -30.127 (meters)                     GEOID18
 DP6796  DYNAMIC HEIGHT  -        413.570 (meters)     1356.85  (feet) COMP
 DP6796  MODELED GRAVITY -    980,375.0   (mgal)                       NAVD 88
 DP6796
 DP6796  VERT ORDER      -  SECOND    CLASS I
 DP6796
 DP6796.The horizontal coordinates were determined by differentially corrected
 DP6796.hand held GPS observations or other comparable positioning techniques
 DP6796.and have an estimated accuracy of +/- 3 meters.
 DP6796
 DP6796.The orthometric height was determined by differential leveling and
 DP6796.adjusted by the NATIONAL GEODETIC SURVEY
 DP6796.in June 2015.
 DP6796
 DP6796.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP6796.GEOID18 height accuracy estimate available here.
 DP6796
 DP6796.Click photographs - Photos may exist for this station.
 DP6796
 DP6796.The dynamic height is computed by dividing the NAVD 88
 DP6796.geopotential number by the normal gravity value computed on the
 DP6796.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP6796.degrees latitude (g = 980.6199 gals.).
 DP6796
 DP6796.The modeled gravity was interpolated from observed gravity values.
 DP6796
 DP6796;                    North         East    Units  Estimated Accuracy
 DP6796;SPC MN S     -   177,481.6     937,157.9     MT  (+/- 3 meters HH1 GPS) 
 DP6796
 DP6796_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWJ5651237067(NAD 83)
 DP6796
 DP6796                          SUPERSEDED SURVEY CONTROL
 DP6796
 DP6796.No superseded survey control is available for this station.
 DP6796
 DP6796_MARKER: I = METAL ROD
 DP6796_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DP6796_STAMPING: 2302 C 2013
 DP6796_MARK LOGO: MNDT
 DP6796_PROJECTION: RECESSED 8 CENTIMETERS
 DP6796_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DP6796_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DP6796_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP6796+SATELLITE: SATELLITE OBSERVATIONS - July 24, 2024
 DP6796_ROD/PIPE-DEPTH: 7.0 meters
 DP6796
 DP6796  HISTORY     - Date     Condition        Report By
 DP6796  HISTORY     - 20130507 MONUMENTED       MNDT
 DP6796  HISTORY     - 20201208 GOOD             MNDT
 DP6796  HISTORY     - 20240724 GOOD             MNDT
 DP6796
 DP6796                          STATION DESCRIPTION
 DP6796
 DP6796'DESCRIBED BY MN DEPT OF TRANSP 2013
 DP6796'THE STATION IS LOCATED ABOUT 6.6 MI (10.6 KM) SOUTH-SOUTHEAST OF
 DP6796'WASHINGTON, 4.5 MI (7.2 KM) EAST OF SPRING VALLEY AND 2.2 MI (3.5 KM)
 DP6796'SOUTHWEST OF WYKOFF.
 DP6796'
 DP6796'5.0 MILES EAST OF SPRING VALLEY, 4.7 MI (7.6 KM) SOUTHEAST AND EAST
 DP6796'ALONG TRUNK HIGHWAY 16 FROM THE JUNCTION OF TRUNK HIGHWAY 16 AND TRUNK
 DP6796'HIGHWAY 63 INCH (160 CM) SPRING VALLEY, AT TRUNK HIGHWAY 16 MILE POINT
 DP6796'220.25.
 DP6796'
 DP6796'IT IS 53.2 FT (16.2 M) SOUTH OF TRUNK HIGHWAY 16, 25.5 FT (7.8 M) EAST
 DP6796'ORION ROAD, 1.5 FT (0.5 M) WEST OF A WITNESS POST.
 DP6796'
 DP6796'THE STATION STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM
 DP6796'ROD DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION REMOVABLE
 DP6796'DISK SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH
 DP6796'PVC PIPE BACK FILLED WITH WASHED SAND.
 DP6796
 DP6796                          STATION RECOVERY (2020)
 DP6796
 DP6796'RECOVERY NOTE BY MN DEPT OF TRANSP 2020 (KMS)
 DP6796'RECOVERED IN GOOD CONDITION.
 DP6796
 DP6796                          STATION RECOVERY (2024)
 DP6796
 DP6796'RECOVERY NOTE BY MN DEPT OF TRANSP 2024 (RMJ)
 DP6796'5.0 MI (8.0 KM) EAST OF SPRING VALLEY, 4.7 MI (7.6 KM) SOUTHEAST AND
 DP6796'EAST ALONG TRUNK HIGHWAY 16 FROM THE JUNCTION OF TRUNK HIGHWAY 16 AND
 DP6796'TRUNK HIGHWAY 63 IN SPRING VALLEY, AT TRUNK HIGHWAY 16 MILE POINT
 DP6796'220.25, 53.2 FT (16.2 M) SOUTH OF TRUNK HIGHWAY 16, 25.5 FT (7.8 M)
 DP6796'EAST ORION ROAD, 1.5 FT (0.5 M) WEST OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 ON0655 ***********************************************************************
 ON0655  DESIGNATION -  2304 AA
 ON0655  PID         -  ON0655
 ON0655  STATE/COUNTY-  MN/FILLMORE
 ON0655  COUNTRY     -  US
 ON0655  USGS QUAD   -  RUSHFORD WEST (2019)
 ON0655
 ON0655                         *CURRENT SURVEY CONTROL
 ON0655  ______________________________________________________________________
 ON0655* NAD 83(2011) POSITION- 43 48 13.43477(N) 091 46 22.32539(W)   ADJUSTED
 ON0655* NAD 83(2011) ELLIP HT-   191.181 (meters)        (08/26/13)   ADJUSTED
 ON0655* NAD 83(2011) EPOCH   -  2010.00
 ON0655* NAVD 88 ORTHO HEIGHT -   221.488 (meters)      726.67  (feet) ADJUSTED
 ON0655  ______________________________________________________________________
 ON0655  GEOID HEIGHT    -        -30.304 (meters)                     GEOID18
 ON0655  NAD 83(2011) X  -   -142,644.416 (meters)                     COMP
 ON0655  NAD 83(2011) Y  - -4,608,529.084 (meters)                     COMP
 ON0655  NAD 83(2011) Z  -  4,392,511.089 (meters)                     COMP
 ON0655  LAPLACE CORR    -         -3.80  (seconds)                    DEFLEC18
 ON0655  DYNAMIC HEIGHT  -        221.451 (meters)      726.54  (feet) COMP
 ON0655  MODELED GRAVITY -    980,446.6   (mgal)                       NAVD 88
 ON0655
 ON0655  VERT ORDER      -  FIRST     CLASS II
 ON0655
 ON0655  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 ON0655  Standards:
 ON0655         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 ON0655            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 ON0655  -------------------------------------------------------------------
 ON0655  NETWORK    0.56   1.06           0.26   0.19   0.54      0.01602136
 ON0655  -------------------------------------------------------------------
 ON0655  Click here for local accuracies and other accuracy information.
 ON0655
 ON0655.The horizontal coordinates were established by GPS observations
 ON0655.and adjusted by the MN DEPT OF TRANSP in August 2013.
 ON0655
 ON0655.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 ON0655.been affixed to the stable North American tectonic plate. See 
 ON0655.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 ON0655
 ON0655.The horizontal coordinates are valid at the epoch date displayed above
 ON0655.which is a decimal equivalence of Year/Month/Day.
 ON0655
 ON0655.The orthometric height was determined by differential leveling and
 ON0655.adjusted by the NATIONAL GEODETIC SURVEY
 ON0655.in June 1991.
 ON0655
 ON0655.Significant digits in the geoid height do not necessarily reflect accuracy.
 ON0655.GEOID18 height accuracy estimate available here.
 ON0655
 ON0655.Click photographs - Photos may exist for this station.
 ON0655
 ON0655.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 ON0655
 ON0655.The Laplace correction was computed from DEFLEC18 derived deflections.
 ON0655
 ON0655.The ellipsoidal height was determined by GPS observations
 ON0655.and is referenced to NAD 83.
 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. The following values were computed from the NAD 83(2011) position.
 ON0655
 ON0655;                    North         East     Units Scale Factor Converg.
 ON0655;SPC MN S     -   191,746.397   979,194.610   MT  0.99999564   +1 33 39.8
 ON0655;SPC MN S     -   629,087.97  3,212,574.32   sFT  0.99999564   +1 33 39.8
 ON0655;UTM  15      - 4,850,805.880   598,708.273   MT  0.99971984   +0 50 58.1
 ON0655
 ON0655!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ON0655!SPC MN S     -   0.99997002  x   0.99999564  =   0.99996566
 ON0655!UTM  15      -   0.99997002  x   0.99971984  =   0.99968987
 ON0655
 ON0655:                Primary Azimuth Mark                     Grid Az
 ON0655:SPC MN S     -  2304 BR                                  258 10 28.1
 ON0655:UTM  15      -  2304 BR                                  258 53 09.8
 ON0655
 ON0655_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWJ9870850805(NAD 83)
 ON0655
 ON0655|---------------------------------------------------------------------|
 ON0655| PID    Reference Object                     Distance      Geod. Az  |
 ON0655|                                                           dddmmss.s |
 ON0655| DO7892 2304 BR                             APPROX. 1.1 KM 2594407.9 |
 ON0655|---------------------------------------------------------------------|
 ON0655
 ON0655                          SUPERSEDED SURVEY CONTROL
 ON0655
 ON0655.No superseded survey control is available for this station.
 ON0655
 ON0655_MARKER: DV = VERTICAL CONTROL DISK
 ON0655_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 ON0655_STAMPING: 2304 AA 1977
 ON0655_MARK LOGO: MNHD
 ON0655_PROJECTION: RECESSED 15 CENTIMETERS
 ON0655_MAGNETIC: I = MARKER IS A STEEL ROD
 ON0655_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 ON0655_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ON0655+SATELLITE: SATELLITE OBSERVATIONS - August 27, 2024
 ON0655_ROD/PIPE-DEPTH: 29.0 meters
 ON0655
 ON0655  HISTORY     - Date     Condition        Report By
 ON0655  HISTORY     - 19770401 MONUMENTED       MNHD
 ON0655  HISTORY     - 1979     GOOD             MNDT
 ON0655  HISTORY     - 19900810 GOOD             NGS
 ON0655  HISTORY     - 20101014 GOOD             WOOLPT
 ON0655  HISTORY     - 20110920 GOOD             MNDT
 ON0655  HISTORY     - 20120418 GOOD             MNDT
 ON0655  HISTORY     - 20130604 GOOD             MNDT
 ON0655  HISTORY     - 20161122 GOOD             MNDT
 ON0655  HISTORY     - 20191002 GOOD             MNDT
 ON0655  HISTORY     - 20240827 GOOD             MNDT
 ON0655
 ON0655                          STATION DESCRIPTION
 ON0655
 ON0655'DESCRIBED BY MN DEPT OF TRANSP 1979
 ON0655'1 MI WSW FROM RUSHFORD.
 ON0655'THE MARK WAS RECOVERED IN GOOD CONDITION AS DESCRIBED IN NGS HGZ LINE
 ON0655'24250 AND IS LOCATED 1 MILE WEST ALONG TRUNK HIGHWAY 16 FROM ITS
 ON0655'JUNCTION WITH TRUNK HIGHWAY 43 IN RUSHFORD AND IS NEAR TRUNK HIGHWAY
 ON0655'16 MILE POINT 256.9 IN THE SE 1/4 OF SECTION 15, T104N, R8W.  THE
 ON0655'MARK IS 118.2 FEET SOUTH-SOUTHWEST OF A TELEPHONE BURIED CABLE POST
 ON0655'NUMBER A1A1, 118 FEET EAST OF THE CENTER OF A FIELD ENTRANCE SOUTH,
 ON0655'69 FEET SOUTH OF AND 5 FEET LOWER THAN THE CENTERLINE OF TRUNK
 ON0655'HIGHWAY 16, 2.5 FEET NORTHEAST OF A POWER POLE AND 0.5 FOOT NORTH OF
 ON0655'A STEEL WITNESS POST.  THE MARK, A STANDARD MNHD VERTICAL CONTROL
 ON0655'MARK DISK STAMPED ---2304 AA 1977---, IS CRIMPED TO THE TOP OF A
 ON0655'DRIVEN TO REFUSAL 5/8 INCH DIAMETER BY 95 FOOT LONG COPPER-CLAD STEEL
 ON0655'ROD THAT IS FLUSH WITH THE GROUND.
 ON0655
 ON0655                          STATION RECOVERY (1990)
 ON0655
 ON0655'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990
 ON0655'1.6 KM (1.0 MI) WESTERLY ALONG STATE HIGHWAY 16 FROM THE JUNCTION OF
 ON0655'STATE HIGHWAY 43 IN RUSHFORD, 36.1 M (118.4 FT) EAST OF THE CENTER OF
 ON0655'A FIELD ENTRANCE, 21.0 M (68.9 FT) SOUTH OF THE HIGHWAY CENTERLINE,
 ON0655'1.5 M (4.9 FT) BELOW THE LEVEL OF THE HIGHWAY, 0.6 M (2.0 FT)
 ON0655'NORTHEAST OF A UTILITY POLE, AND 0.1 M (0.3 FT) NORTH OF A WITNESS
 ON0655'POST.  NOTE--THE ROD IS ENCASED IN A 5-INCH IRON PIPE THAT IS FLUSH
 ON0655'WITH THE GROUND SURFACE.
 ON0655
 ON0655                          STATION RECOVERY (2010)
 ON0655
 ON0655'RECOVERY NOTE BY WOOLPERT CONSULTANTS 2010 (JWK)
 ON0655'THE MARK IS A PRIMARY PROJECT CONTROL POINT (PPCP) FOR RUSHFORD LEVEE
 ON0655'PROJECT AND THE PRIMARY REFERENCE POINT FOR RIVER GAUGE 22A.
 ON0655'
 ON0655'THE MARK IS 28.58 FEET BELOW ZERO GAGE REFERENCE POINT .
 ON0655'
 ON0655'THE MARK IS 0.00 FEET ABOVE NGVD88 AT ROOT RIVER 2.8 MILES WEST OF
 ON0655'RUSHFORD, MN.
 ON0655'
 ON0655'THE MARK IS 28.58 FEET ABOVE BM 1, MNDOT BRASS CAP ON TOP OF NW END OF
 ON0655'CONCRETE RAILING ABOVE LEFT ABUTMENT OF HWY 16 BRIDGE (NO. 23015).
 ON0655'
 ON0655'THE MARK IS 24.41 FEET ABOVE BM 2, MNDOT BRASS CAP ON TOP OF SE END
 ON0655'CONCRETE RAILING ABOVE RIGHT ABUTMENT OF HWY 16 BRIDGE (NO. 23015).
 ON0655
 ON0655                          STATION RECOVERY (2011)
 ON0655
 ON0655'RECOVERY NOTE BY MN DEPT OF TRANSP 2011 (KMS)
 ON0655'1.0 MILE WEST OF RUSHFORD, 1.0 MILE WEST ALONG TRUNK HIGHWAY 16 FROM
 ON0655'JUNCTION OF TRUNK HIGHWAY 16 AND TRUNK HIGHWAY 43 IN RUSHFORD, AT
 ON0655'TRUNK HIGHWAY 16 MILEPOINT 256.9, 118.0 FEET EAST OF FIELD ENTRANCE
 ON0655'SOUTH, 69.0 FEET SOUTH OF TRUNK HIGHWAY 16, 2.5 FEET NORTHEAST OF
 ON0655'POWER POLE, 0.3 FOOT NORTH OF WITNESS POST.
 ON0655
 ON0655                          STATION RECOVERY (2012)
 ON0655
 ON0655'RECOVERY NOTE BY MN DEPT OF TRANSP 2012 (AXL)
 ON0655'1.0 MILE WEST OF RUSHFORD, 1.0 MILE WEST ALONG TRUNK HIGHWAY 16 FROM
 ON0655'JUNCTION OF TRUNK HIGHWAY 16 AND TRUNK HIGHWAY 43 IN RUSHFORD, AT
 ON0655'TRUNK HIGHWAY 16 MILEPOINT 256.9, 118.0 FEET EAST OF FIELD ENTRANCE
 ON0655'SOUTH, 69.0 FEET SOUTH OF TRUNK HIGHWAY 16, 2.5 FEET NORTHEAST OF
 ON0655'POWER POLE, 0.3 FOOT NORTH OF WITNESS POST.
 ON0655
 ON0655                          STATION RECOVERY (2013)
 ON0655
 ON0655'RECOVERY NOTE BY MN DEPT OF TRANSP 2013 (KMS)
 ON0655'RECOVERED AS DESCRIBED.
 ON0655
 ON0655                          STATION RECOVERY (2016)
 ON0655
 ON0655'RECOVERY NOTE BY MN DEPT OF TRANSP 2016 (DAS)
 ON0655'RECOVERED AS DESCRIBED.
 ON0655
 ON0655                          STATION RECOVERY (2019)
 ON0655
 ON0655'RECOVERY NOTE BY MN DEPT OF TRANSP 2019 (MPP)
 ON0655'1.0 MI (1.6 KM) WEST OF RUSHFORD, 1.0 MI (1.6 KM) WEST ALONG TRUNK
 ON0655'HIGHWAY 16 FROM THE JUNCTION OF TRUNK HIGHWAY 16 AND TRUNK HIGHWAY 43
 ON0655'IN RUSHFORD, AT TRUNK HIGHWAY 16 MILE POINT 256.9, 69.0 FT (21.0 M)
 ON0655'SOUTH OF TRUNK HIGHWAY 16, 118.0 FT (36.0 M) EAST OF A SOUTH FIELD
 ON0655'ENTRANCE, 0.3 FT (9 CM) NORTH OF A WITNESS POST.
 ON0655
 ON0655                          STATION RECOVERY (2024)
 ON0655
 ON0655'RECOVERY NOTE BY MN DEPT OF TRANSP 2024 (RMJ)
 ON0655'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 ON0654 ***********************************************************************
 ON0654  DESIGNATION -  2304 AB
 ON0654  PID         -  ON0654
 ON0654  STATE/COUNTY-  MN/FILLMORE
 ON0654  COUNTRY     -  US
 ON0654  USGS QUAD   -  RUSHFORD WEST (2019)
 ON0654
 ON0654                         *CURRENT SURVEY CONTROL
 ON0654  ______________________________________________________________________
 ON0654* NAD 83(1986) POSITION- 43 48 01.95   (N) 091 47 38.73   (W)   HD_HELD1
 ON0654* NAVD 88 ORTHO HEIGHT -   224.962 (meters)      738.06  (feet) ADJUSTED
 ON0654  ______________________________________________________________________
 ON0654  GEOID HEIGHT    -        -30.271 (meters)                     GEOID18
 ON0654  DYNAMIC HEIGHT  -        224.924 (meters)      737.94  (feet) COMP
 ON0654  MODELED GRAVITY -    980,444.8   (mgal)                       NAVD 88
 ON0654
 ON0654  VERT ORDER      -  SECOND    CLASS I
 ON0654
 ON0654.The horizontal coordinates were determined by differentially corrected
 ON0654.hand held GPS observations or other comparable positioning techniques
 ON0654.and have an estimated accuracy of +/- 3 meters.
 ON0654
 ON0654.The orthometric height was determined by differential leveling and
 ON0654.adjusted by the NATIONAL GEODETIC SURVEY
 ON0654.in December 2013.
 ON0654
 ON0654.Significant digits in the geoid height do not necessarily reflect accuracy.
 ON0654.GEOID18 height accuracy estimate available here.
 ON0654
 ON0654.Click photographs - Photos may exist for this station.
 ON0654
 ON0654.The dynamic height is computed by dividing the NAVD 88
 ON0654.geopotential number by the normal gravity value computed on the
 ON0654.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ON0654.degrees latitude (g = 980.6199 gals.).
 ON0654
 ON0654.The modeled gravity was interpolated from observed gravity values.
 ON0654
 ON0654;                    North         East    Units  Estimated Accuracy
 ON0654;SPC MN S     -   191,345.8     977,497.0     MT  (+/- 3 meters HH1 GPS) 
 ON0654
 ON0654_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWJ9700650426(NAD 83)
 ON0654
 ON0654                          SUPERSEDED SURVEY CONTROL
 ON0654
 ON0654  NAVD 88 (06/15/91)  224.979  (m)          738.12   (f) SUPERSEDED  2 0
 ON0654
 ON0654.Superseded values are not recommended for survey control.
 ON0654
 ON0654.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ON0654.See file dsdata.pdf to determine how the superseded data were derived.
 ON0654
 ON0654_MARKER: DV = VERTICAL CONTROL DISK
 ON0654_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 ON0654_SP_SET: BOX CULVERT
 ON0654_STAMPING: 2304 AB 1977
 ON0654_MARK LOGO: MNHD
 ON0654_MAGNETIC: N = NO MAGNETIC MATERIAL
 ON0654_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ON0654+STABILITY: SURFACE MOTION
 ON0654_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 ON0654+SATELLITE: SATELLITE OBSERVATIONS - December 07, 2016
 ON0654
 ON0654  HISTORY     - Date     Condition        Report By
 ON0654  HISTORY     - 19770401 MONUMENTED       MNHD
 ON0654  HISTORY     - 20110920 GOOD             MNDT
 ON0654  HISTORY     - 20161207 GOOD             MNDT
 ON0654
 ON0654                          STATION DESCRIPTION
 ON0654
 ON0654'DESCRIBED BY MN DEPT OF TRANSP 2011 (KMS)
 ON0654'2.1 MILES WEST-SOUTHWEST OF RUSHFORD, 2.1 MILES WEST ALONG TRUNK
 ON0654'HIGHWAY 16 FROM JUNCTION OF TRUNK HIGHWAY 16 AND TRUNK HIGHWAY 43 AT
 ON0654'RUSHFORD, AT TRUNK HIGHWAY 16 MILEPOINT 255.75, 22.5 FEET SOUTH OF
 ON0654'TRUNK HIGHWAY 16, IN SOUTHEAST CORNER OF TRUNK HIGHWAY 16 BOX CULVERT.
 ON0654
 ON0654                          STATION RECOVERY (2016)
 ON0654
 ON0654'RECOVERY NOTE BY MN DEPT OF TRANSP 2016 (DAS)
 ON0654'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DO7896 ***********************************************************************
 DO7896  DESIGNATION -  2304 AE
 DO7896  PID         -  DO7896
 DO7896  STATE/COUNTY-  MN/FILLMORE
 DO7896  COUNTRY     -  US
 DO7896  USGS QUAD   -  RUSHFORD WEST (2019)
 DO7896
 DO7896                         *CURRENT SURVEY CONTROL
 DO7896  ______________________________________________________________________
 DO7896* NAD 83(1986) POSITION- 43 48 01.32   (N) 091 45 10.63   (W)   HD_HELD1
 DO7896* NAVD 88 ORTHO HEIGHT -   223.162 (meters)      732.16  (feet) ADJUSTED
 DO7896  ______________________________________________________________________
 DO7896  GEOID HEIGHT    -        -30.332 (meters)                     GEOID18
 DO7896  DYNAMIC HEIGHT  -        223.125 (meters)      732.04  (feet) COMP
 DO7896  MODELED GRAVITY -    980,449.7   (mgal)                       NAVD 88
 DO7896
 DO7896  VERT ORDER      -  SECOND    CLASS I
 DO7896
 DO7896.The horizontal coordinates were determined by differentially corrected
 DO7896.hand held GPS observations or other comparable positioning techniques
 DO7896.and have an estimated accuracy of +/- 3 meters.
 DO7896
 DO7896.The orthometric height was determined by differential leveling and
 DO7896.adjusted by the NATIONAL GEODETIC SURVEY
 DO7896.in December 2013.
 DO7896
 DO7896.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO7896.GEOID18 height accuracy estimate available here.
 DO7896
 DO7896.Click photographs - Photos may exist for this station.
 DO7896
 DO7896.The dynamic height is computed by dividing the NAVD 88
 DO7896.geopotential number by the normal gravity value computed on the
 DO7896.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO7896.degrees latitude (g = 980.6199 gals.).
 DO7896
 DO7896.The modeled gravity was interpolated from observed gravity values.
 DO7896
 DO7896;                    North         East    Units  Estimated Accuracy
 DO7896;SPC MN S     -   191,416.5     980,806.9     MT  (+/- 3 meters HH1 GPS) 
 DO7896
 DO7896_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXJ0031550456(NAD 83)
 DO7896
 DO7896                          SUPERSEDED SURVEY CONTROL
 DO7896
 DO7896.No superseded survey control is available for this station.
 DO7896
 DO7896_MARKER: DB = BENCH MARK DISK
 DO7896_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DO7896_SP_SET: BRIDGE RAILING
 DO7896_STAMPING: 2304 AE 1995
 DO7896_MARK LOGO: MNDT
 DO7896_MAGNETIC: N = NO MAGNETIC MATERIAL
 DO7896_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DO7896_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DO7896+SATELLITE: SATELLITE OBSERVATIONS - November 22, 2016
 DO7896
 DO7896  HISTORY     - Date     Condition        Report By
 DO7896  HISTORY     - 19950401 MONUMENTED       MNDT
 DO7896  HISTORY     - 20110920 GOOD             MNDT
 DO7896  HISTORY     - 20130508 GOOD             MNDT
 DO7896  HISTORY     - 20161122 GOOD             MNDT
 DO7896
 DO7896                          STATION DESCRIPTION
 DO7896
 DO7896'DESCRIBED BY MN DEPT OF TRANSP 2011 (KMS)
 DO7896'0.2 MILE SOUTH OF SOUTH EDGE OF RUSHFORD, 0.35 MILE SOUTH ALONG TRUNK
 DO7896'HIGHWAY 16/TRUNK HIGHWAY 43 FROM JUNCTION OF TRUNK HIGHWAY 16 WEST AND
 DO7896'TRUNK HIGHWAY 43 NORTH, AT TRUNK HIGHWAY 16 MILEPOINT 258.25, ON NORTH
 DO7896'END OF EAST CONCRETE RAILING OF TRUNK HIGHWAY 43 BRIDGE NUMBER 23013
 DO7896'OVER A DRY RUN, 23.3 FEET EAST OF TRUNK HIGHWAY 43 AND TRUNK HIGHWAY
 DO7896'16.
 DO7896
 DO7896                          STATION RECOVERY (2013)
 DO7896
 DO7896'RECOVERY NOTE BY MN DEPT OF TRANSP 2013 (KMS)
 DO7896'RECOVERED AS DESCRIBED.
 DO7896
 DO7896                          STATION RECOVERY (2016)
 DO7896
 DO7896'RECOVERY NOTE BY MN DEPT OF TRANSP 2016 (DAS)
 DO7896'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DO7895 ***********************************************************************
 DO7895  DESIGNATION -  2304 AF
 DO7895  PID         -  DO7895
 DO7895  STATE/COUNTY-  MN/FILLMORE
 DO7895  COUNTRY     -  US
 DO7895  USGS QUAD   -  RUSHFORD WEST (2019)
 DO7895
 DO7895                         *CURRENT SURVEY CONTROL
 DO7895  ______________________________________________________________________
 DO7895* NAD 83(1986) POSITION- 43 48 09.86   (N) 091 45 10.95   (W)   HD_HELD1
 DO7895* NAVD 88 ORTHO HEIGHT -   225.288 (meters)      739.13  (feet) ADJUSTED
 DO7895  ______________________________________________________________________
 DO7895  GEOID HEIGHT    -        -30.334 (meters)                     GEOID18
 DO7895  DYNAMIC HEIGHT  -        225.251 (meters)      739.01  (feet) COMP
 DO7895  MODELED GRAVITY -    980,450.3   (mgal)                       NAVD 88
 DO7895
 DO7895  VERT ORDER      -  SECOND    CLASS I
 DO7895
 DO7895.The horizontal coordinates were determined by differentially corrected
 DO7895.hand held GPS observations or other comparable positioning techniques
 DO7895.and have an estimated accuracy of +/- 3 meters.
 DO7895
 DO7895.The orthometric height was determined by differential leveling and
 DO7895.adjusted by the NATIONAL GEODETIC SURVEY
 DO7895.in December 2013.
 DO7895
 DO7895.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO7895.GEOID18 height accuracy estimate available here.
 DO7895
 DO7895.Click photographs - Photos may exist for this station.
 DO7895
 DO7895.The dynamic height is computed by dividing the NAVD 88
 DO7895.geopotential number by the normal gravity value computed on the
 DO7895.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO7895.degrees latitude (g = 980.6199 gals.).
 DO7895
 DO7895.The modeled gravity was interpolated from observed gravity values.
 DO7895
 DO7895;                    North         East    Units  Estimated Accuracy
 DO7895;SPC MN S     -   191,679.8     980,792.5     MT  (+/- 3 meters HH1 GPS) 
 DO7895
 DO7895_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXJ0030450719(NAD 83)
 DO7895
 DO7895                          SUPERSEDED SURVEY CONTROL
 DO7895
 DO7895.No superseded survey control is available for this station.
 DO7895
 DO7895_MARKER: DB = BENCH MARK DISK
 DO7895_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DO7895_SP_SET: BRIDGE RAILING
 DO7895_STAMPING: 2304 AF 1995
 DO7895_MARK LOGO: MNHD
 DO7895_MAGNETIC: N = NO MAGNETIC MATERIAL
 DO7895_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DO7895_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DO7895+SATELLITE: SATELLITE OBSERVATIONS - November 22, 2016
 DO7895
 DO7895  HISTORY     - Date     Condition        Report By
 DO7895  HISTORY     - 19950401 MONUMENTED       MNDT
 DO7895  HISTORY     - 20110920 GOOD             MNDT
 DO7895  HISTORY     - 20130508 GOOD             MNDT
 DO7895  HISTORY     - 20161122 GOOD             MNDT
 DO7895
 DO7895                          STATION DESCRIPTION
 DO7895
 DO7895'DESCRIBED BY MN DEPT OF TRANSP 2011 (KMS)
 DO7895'AT SOUTH EDGE OF RUSHFORD, 0.19 MILE SOUTH ALONG TRUNK HIGHWAY
 DO7895'16/TRUNK HIGHWAY 43 FROM JUNCTION OF TRUNK HIGHWAY 16 WEST AND TRUNK
 DO7895'HIGHWAY 43 NORTH, AT TRUNK HIGHWAY 16 MILEPOINT 258.1, ON SOUTH END OF
 DO7895'EAST CONCRETE RAILING OF TRUNK HIGHWAY 43 BRIDGE NUMBER 23012 OVER
 DO7895'ROOT RIVER, 22.8 FEET EAST OF TRUNK HIGHWAY 16/TRUNK HIGHWAY 43.
 DO7895
 DO7895                          STATION RECOVERY (2013)
 DO7895
 DO7895'RECOVERY NOTE BY MN DEPT OF TRANSP 2013
 DO7895'RECOVERED AS DESCRIBED.
 DO7895
 DO7895                          STATION RECOVERY (2016)
 DO7895
 DO7895'RECOVERY NOTE BY MN DEPT OF TRANSP 2016 (DAS)
 DO7895'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DO7894 ***********************************************************************
 DO7894  DESIGNATION -  2304 AG
 DO7894  PID         -  DO7894
 DO7894  STATE/COUNTY-  MN/FILLMORE
 DO7894  COUNTRY     -  US
 DO7894  USGS QUAD   -  RUSHFORD WEST (2019)
 DO7894
 DO7894                         *CURRENT SURVEY CONTROL
 DO7894  ______________________________________________________________________
 DO7894* NAD 83(1986) POSITION- 43 48 15.11   (N) 091 45 11.12   (W)   HD_HELD1
 DO7894* NAVD 88 ORTHO HEIGHT -   225.055 (meters)      738.37  (feet) ADJUSTED
 DO7894  ______________________________________________________________________
 DO7894  GEOID HEIGHT    -        -30.334 (meters)                     GEOID18
 DO7894  DYNAMIC HEIGHT  -        225.019 (meters)      738.25  (feet) COMP
 DO7894  MODELED GRAVITY -    980,450.6   (mgal)                       NAVD 88
 DO7894
 DO7894  VERT ORDER      -  SECOND    CLASS I
 DO7894
 DO7894.The horizontal coordinates were determined by differentially corrected
 DO7894.hand held GPS observations or other comparable positioning techniques
 DO7894.and have an estimated accuracy of +/- 3 meters.
 DO7894
 DO7894.The orthometric height was determined by differential leveling and
 DO7894.adjusted by the NATIONAL GEODETIC SURVEY
 DO7894.in December 2013.
 DO7894
 DO7894.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO7894.GEOID18 height accuracy estimate available here.
 DO7894
 DO7894.Click photographs - Photos may exist for this station.
 DO7894
 DO7894.The dynamic height is computed by dividing the NAVD 88
 DO7894.geopotential number by the normal gravity value computed on the
 DO7894.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO7894.degrees latitude (g = 980.6199 gals.).
 DO7894
 DO7894.The modeled gravity was interpolated from observed gravity values.
 DO7894
 DO7894;                    North         East    Units  Estimated Accuracy
 DO7894;SPC MN S     -   191,841.6     980,784.2     MT  (+/- 3 meters HH1 GPS) 
 DO7894
 DO7894_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXJ0029850881(NAD 83)
 DO7894
 DO7894                          SUPERSEDED SURVEY CONTROL
 DO7894
 DO7894.No superseded survey control is available for this station.
 DO7894
 DO7894_MARKER: DB = BENCH MARK DISK
 DO7894_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DO7894_SP_SET: BRIDGE RAILING
 DO7894_STAMPING: 2304 AG 1995
 DO7894_MARK LOGO: MNDT
 DO7894_MAGNETIC: N = NO MAGNETIC MATERIAL
 DO7894_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DO7894_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DO7894+SATELLITE: SATELLITE OBSERVATIONS - November 22, 2016
 DO7894
 DO7894  HISTORY     - Date     Condition        Report By
 DO7894  HISTORY     - 19950401 MONUMENTED       MNDT
 DO7894  HISTORY     - 20110920 GOOD             MNDT
 DO7894  HISTORY     - 20130508 GOOD             MNDT
 DO7894  HISTORY     - 20161122 GOOD             MNDT
 DO7894
 DO7894                          STATION DESCRIPTION
 DO7894
 DO7894'DESCRIBED BY MN DEPT OF TRANSP 2011 (KMS)
 DO7894'AT SOUTH EDGE OF RUSHFORD, 0.09 MILE SOUTH ALONG TRUNK HIGHWAY
 DO7894'16/TRUNK HIGHWAY 43 FROM JUNCTION OF TRUNK HIGHWAY 16 WEST AND TRUNK
 DO7894'HIGHWAY 43 NORTH, AT TRUNK HIGHWAY 16 MILEPOINT 258.00, ON NORTH END
 DO7894'OF EAST CONCRETE RAILING OF TRUNK HIGHWAY 43 BRIDGE NUMBER 23012 OVER
 DO7894'ROOT RIVER, 22.6 FEET EAST OF TRUNK HIGHWAY 16/TRUNK HIGHWAY 43.
 DO7894
 DO7894                          STATION RECOVERY (2013)
 DO7894
 DO7894'RECOVERY NOTE BY MN DEPT OF TRANSP 2013 (MAS)
 DO7894'RECOVERED AS DESCRIBED.
 DO7894
 DO7894                          STATION RECOVERY (2016)
 DO7894
 DO7894'RECOVERY NOTE BY MN DEPT OF TRANSP 2016 (DAS)
 DO7894'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DQ6522 ***********************************************************************
 DQ6522  DESIGNATION -  2304 AH
 DQ6522  PID         -  DQ6522
 DQ6522  STATE/COUNTY-  MN/FILLMORE
 DQ6522  COUNTRY     -  US
 DQ6522  USGS QUAD   -  RUSHFORD WEST (2019)
 DQ6522
 DQ6522                         *CURRENT SURVEY CONTROL
 DQ6522  ______________________________________________________________________
 DQ6522* NAD 83(1986) POSITION- 43 47 51.9    (N) 091 45 09.6    (W)   HD_HELD2
 DQ6522* NAVD 88 ORTHO HEIGHT -   222.318 (meters)      729.39  (feet) ADJUSTED
 DQ6522  ______________________________________________________________________
 DQ6522  GEOID HEIGHT    -        -30.330 (meters)                     GEOID18
 DQ6522  DYNAMIC HEIGHT  -        222.281 (meters)      729.27  (feet) COMP
 DQ6522  MODELED GRAVITY -    980,449.0   (mgal)                       NAVD 88
 DQ6522
 DQ6522  VERT ORDER      -  SECOND    CLASS I
 DQ6522
 DQ6522.The horizontal coordinates were established by autonomous hand held GPS
 DQ6522.observations and have an estimated accuracy of +/- 10 meters.
 DQ6522
 DQ6522.The orthometric height was determined by differential leveling and
 DQ6522.adjusted by the NATIONAL GEODETIC SURVEY
 DQ6522.in May 2019.
 DQ6522
 DQ6522.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ6522.GEOID18 height accuracy estimate available here.
 DQ6522
 DQ6522.Click photographs - Photos may exist for this station.
 DQ6522
 DQ6522.The dynamic height is computed by dividing the NAVD 88
 DQ6522.geopotential number by the normal gravity value computed on the
 DQ6522.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ6522.degrees latitude (g = 980.6199 gals.).
 DQ6522
 DQ6522.The modeled gravity was interpolated from observed gravity values.
 DQ6522
 DQ6522;                    North         East    Units  Estimated Accuracy
 DQ6522;SPC MN S     -   191,126.      980,838.      MT  (+/- 10 meters HH2 GPS)
 DQ6522
 DQ6522_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXJ0034350165(NAD 83)
 DQ6522
 DQ6522                          SUPERSEDED SURVEY CONTROL
 DQ6522
 DQ6522.No superseded survey control is available for this station.
 DQ6522
 DQ6522_MARKER: I = METAL ROD
 DQ6522_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DQ6522_STAMPING: 2304 AH 2017
 DQ6522_MARK LOGO: MNDT
 DQ6522_PROJECTION: RECESSED 5 CENTIMETERS
 DQ6522_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DQ6522_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ6522_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ6522+SATELLITE: SATELLITE OBSERVATIONS - August 20, 2024
 DQ6522_ROD/PIPE-DEPTH: 32.9 meters
 DQ6522
 DQ6522  HISTORY     - Date     Condition        Report By
 DQ6522  HISTORY     - 20170404 MONUMENTED       MNDT
 DQ6522  HISTORY     - 20240820 GOOD             MNDT
 DQ6522
 DQ6522                          STATION DESCRIPTION
 DQ6522
 DQ6522'DESCRIBED BY MN DEPT OF TRANSP 2017
 DQ6522'THE MARK IS LOCATED ABOUT IN RUSHFORD VILLAGE.
 DQ6522'
 DQ6522'TO REACH THE MARK GO AT THE SOUTH JUNCTION OF TRUNK HIGHWAY 16 AND
 DQ6522'TRUNK HIGHWAY 43 IN RUSHFORD VILLAGE, AT TRUNK HIGHWAY 16 MILE POINT
 DQ6522'258.45.
 DQ6522'
 DQ6522'THE MARK IS LOCATED 80.0 FT (24.4 M) EAST OF TRUNK HIGHWAY 16, 80.0 FT
 DQ6522'(24.4 M) EAST OF EXTENDED TRUNK HIGHWAY 43, 48.1 FT (14.7 M) NORTH OF
 DQ6522'TRUNK HIGHWAY 16, 1.5 FT (0.5 M) SOUTH OF A WITNESS POST.
 DQ6522'
 DQ6522'NOTE-THE STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM ROD
 DQ6522'DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION REMOVABLE DISK
 DQ6522'SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH PVC
 DQ6522'PIPE BACK FILLED WITH WASHED SAND.
 DQ6522
 DQ6522                          STATION RECOVERY (2024)
 DQ6522
 DQ6522'RECOVERY NOTE BY MN DEPT OF TRANSP 2024 (KMS)
 DQ6522'IN RUSHFORD VILLAGE, AT THE SOUTH JUNCTION OF TRUNK HIGHWAY 16 AND
 DQ6522'TRUNK HIGHWAY 43 IN RUSHFORD VILLAGE, AT TRUNK HIGHWAY 16 MILE POINT
 DQ6522'258.45, 80.0 FT (24.4 M) EAST OF TRUNK HIGHWAY 16, 80.0 FT (24.4 M)
 DQ6522'EAST OF EXTENDED TRUNK HIGHWAY 43, 48.1 FT (14.7 M) NORTH OF TRUNK
 DQ6522'HIGHWAY 16, 1.5 FT (0.5 M) SOUTH OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DO7899 ***********************************************************************
 DO7899  DESIGNATION -  2304 B
 DO7899  PID         -  DO7899
 DO7899  STATE/COUNTY-  MN/FILLMORE
 DO7899  COUNTRY     -  US
 DO7899  USGS QUAD   -  RUSHFORD EAST (2019)
 DO7899
 DO7899                         *CURRENT SURVEY CONTROL
 DO7899  ______________________________________________________________________
 DO7899* NAD 83(1986) POSITION- 43 47 36.37   (N) 091 43 51.80   (W)   HD_HELD1
 DO7899* NAVD 88 ORTHO HEIGHT -   226.855 (meters)      744.27  (feet) ADJUSTED
 DO7899  ______________________________________________________________________
 DO7899  GEOID HEIGHT    -        -30.361 (meters)                     GEOID18
 DO7899  DYNAMIC HEIGHT  -        226.817 (meters)      744.15  (feet) COMP
 DO7899  MODELED GRAVITY -    980,446.4   (mgal)                       NAVD 88
 DO7899
 DO7899  VERT ORDER      -  SECOND    CLASS I
 DO7899
 DO7899.The horizontal coordinates were determined by differentially corrected
 DO7899.hand held GPS observations or other comparable positioning techniques
 DO7899.and have an estimated accuracy of +/- 3 meters.
 DO7899
 DO7899.The orthometric height was determined by differential leveling and
 DO7899.adjusted by the NATIONAL GEODETIC SURVEY
 DO7899.in December 2013.
 DO7899
 DO7899.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO7899.GEOID18 height accuracy estimate available here.
 DO7899
 DO7899.Click photographs - Photos may exist for this station.
 DO7899
 DO7899.The dynamic height is computed by dividing the NAVD 88
 DO7899.geopotential number by the normal gravity value computed on the
 DO7899.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO7899.degrees latitude (g = 980.6199 gals.).
 DO7899
 DO7899.The modeled gravity was interpolated from observed gravity values.
 DO7899
 DO7899;                    North         East    Units  Estimated Accuracy
 DO7899;SPC MN S     -   190,695.4     982,589.7     MT  (+/- 3 meters HH1 GPS) 
 DO7899
 DO7899_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXJ0208949713(NAD 83)
 DO7899
 DO7899                          SUPERSEDED SURVEY CONTROL
 DO7899
 DO7899.No superseded survey control is available for this station.
 DO7899
 DO7899_MARKER: DB = BENCH MARK DISK
 DO7899_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 DO7899_SP_SET: CULVERT
 DO7899_STAMPING: 2304 B 1956
 DO7899_MARK LOGO: MNHD
 DO7899_MAGNETIC: N = NO MAGNETIC MATERIAL
 DO7899_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DO7899+STABILITY: SURFACE MOTION
 DO7899_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DO7899+SATELLITE: SATELLITE OBSERVATIONS - November 22, 2016
 DO7899
 DO7899  HISTORY     - Date     Condition        Report By
 DO7899  HISTORY     - 19560401 MONUMENTED       MNHD
 DO7899  HISTORY     - 20110914 GOOD             MNDT
 DO7899  HISTORY     - 20161122 GOOD             MNDT
 DO7899
 DO7899                          STATION DESCRIPTION
 DO7899
 DO7899'DESCRIBED BY MN DEPT OF TRANSP 2011 (KMS)
 DO7899'1.5 MILES SOUTHEAST OF RUSHFORD, 1.2 MILES EAST ALONG TRUNK HIGHWAY 16
 DO7899'FROM JUNCTION OF TRUNK HIGHWAY 16 EAST AND TRUNK HIGHWAY 43 IN
 DO7899'RUSHFORD, AT TRUNK HIGHWAY 16 MILEPOINT 259.6, 57.4 FEET NORTHEAST OF
 DO7899'RIGHT-OF-WAY POST, 34.1 FEET SOUTHWEST OF TRUNK HIGHWAY 16, IN
 DO7899'SOUTHEAST CORNER OF TRUNK HIGHWAY 16 CULVERT HEADWALL, 1.3 FEET EAST
 DO7899'OF WITNESS POST.
 DO7899
 DO7899                          STATION RECOVERY (2016)
 DO7899
 DO7899'RECOVERY NOTE BY MN DEPT OF TRANSP 2016 (DAS)
 DO7899'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DO7871 ***********************************************************************
 DO7871  DESIGNATION -  2304 BC
 DO7871  PID         -  DO7871
 DO7871  STATE/COUNTY-  MN/FILLMORE
 DO7871  COUNTRY     -  US
 DO7871  USGS QUAD   -  LANESBORO (2019)
 DO7871
 DO7871                         *CURRENT SURVEY CONTROL
 DO7871  ______________________________________________________________________
 DO7871* NAD 83(2011) POSITION- 43 43 53.61047(N) 091 57 39.11599(W)   ADJUSTED
 DO7871* NAD 83(2011) ELLIP HT-   217.999 (meters)        (08/26/13)   ADJUSTED
 DO7871* NAD 83(2011) EPOCH   -  2010.00
 DO7871* NAVD 88 ORTHO HEIGHT -   248.184 (meters)      814.25  (feet) ADJUSTED
 DO7871  ______________________________________________________________________
 DO7871  GEOID HEIGHT    -        -30.181 (meters)                     GEOID18
 DO7871  NAD 83(2011) X  -   -157,955.475 (meters)                     COMP
 DO7871  NAD 83(2011) Y  - -4,613,599.564 (meters)                     COMP
 DO7871  NAD 83(2011) Z  -  4,386,738.509 (meters)                     COMP
 DO7871  LAPLACE CORR    -         -0.62  (seconds)                    DEFLEC18
 DO7871  DYNAMIC HEIGHT  -        248.138 (meters)      814.10  (feet) COMP
 DO7871  MODELED GRAVITY -    980,427.6   (mgal)                       NAVD 88
 DO7871
 DO7871  VERT ORDER      -  SECOND    CLASS I
 DO7871
 DO7871  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DO7871  Standards:
 DO7871         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DO7871            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DO7871  -------------------------------------------------------------------
 DO7871  NETWORK    1.05   2.33           0.47   0.38   1.19     -0.07221910
 DO7871  -------------------------------------------------------------------
 DO7871  Click here for local accuracies and other accuracy information.
 DO7871
 DO7871.The horizontal coordinates were established by GPS observations
 DO7871.and adjusted by the MN DEPT OF TRANSP in August 2013.
 DO7871
 DO7871.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DO7871.been affixed to the stable North American tectonic plate. See 
 DO7871.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DO7871
 DO7871.The horizontal coordinates are valid at the epoch date displayed above
 DO7871.which is a decimal equivalence of Year/Month/Day.
 DO7871
 DO7871.The orthometric height was determined by differential leveling and
 DO7871.adjusted by the NATIONAL GEODETIC SURVEY
 DO7871.in December 2013.
 DO7871
 DO7871.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO7871.GEOID18 height accuracy estimate available here.
 DO7871
 DO7871.Click photographs - Photos may exist for this station.
 DO7871
 DO7871.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DO7871
 DO7871.The Laplace correction was computed from DEFLEC18 derived deflections.
 DO7871
 DO7871.The ellipsoidal height was determined by GPS observations
 DO7871.and is referenced to NAD 83.
 DO7871
 DO7871.The dynamic height is computed by dividing the NAVD 88
 DO7871.geopotential number by the normal gravity value computed on the
 DO7871.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO7871.degrees latitude (g = 980.6199 gals.).
 DO7871
 DO7871.The modeled gravity was interpolated from observed gravity values.
 DO7871
 DO7871. The following values were computed from the NAD 83(2011) position.
 DO7871
 DO7871;                    North         East     Units Scale Factor Converg.
 DO7871;SPC MN S     -   183,335.108   964,271.678   MT  1.00001162   +1 25 45.4
 DO7871;SPC MN S     -   601,491.93  3,163,614.66   sFT  1.00001162   +1 25 45.4
 DO7871;UTM  15      - 4,842,582.965   583,686.598   MT  0.99968614   +0 43 06.1
 DO7871
 DO7871!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DO7871!SPC MN S     -   0.99996582  x   1.00001162  =   0.99997744
 DO7871!UTM  15      -   0.99996582  x   0.99968614  =   0.99965197
 DO7871
 DO7871:                Primary Azimuth Mark                     Grid Az
 DO7871:SPC MN S     -  2304 BE                                  067 53 12.4
 DO7871:UTM  15      -  2304 BE                                  068 35 51.7
 DO7871
 DO7871_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWJ8368642582(NAD 83)
 DO7871
 DO7871|---------------------------------------------------------------------|
 DO7871| PID    Reference Object                     Distance      Geod. Az  |
 DO7871|                                                           dddmmss.s |
 DO7871| DO7873 2304 BE                             APPROX. 1.2 KM 0691857.8 |
 DO7871|---------------------------------------------------------------------|
 DO7871
 DO7871                          SUPERSEDED SURVEY CONTROL
 DO7871
 DO7871  NAVD 88             248.18   (m)          814.2    (f) LEVELING    3  
 DO7871
 DO7871.Superseded values are not recommended for survey control.
 DO7871
 DO7871.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DO7871.See file dsdata.pdf to determine how the superseded data were derived.
 DO7871
 DO7871_MARKER: I = METAL ROD
 DO7871_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DO7871_STAMPING: 2304 BC 2011
 DO7871_MARK LOGO: MNDT
 DO7871_PROJECTION: RECESSED 10 CENTIMETERS
 DO7871_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DO7871_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DO7871_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DO7871+SATELLITE: SATELLITE OBSERVATIONS - August 21, 2024
 DO7871_ROD/PIPE-DEPTH: 3.0 meters
 DO7871
 DO7871  HISTORY     - Date     Condition        Report By
 DO7871  HISTORY     - 20111010 MONUMENTED       MNDT
 DO7871  HISTORY     - 20201208 GOOD             MNDT
 DO7871  HISTORY     - 20240821 GOOD             MNDT
 DO7871
 DO7871                          STATION DESCRIPTION
 DO7871
 DO7871'DESCRIBED BY MN DEPT OF TRANSP 2011
 DO7871'1.0 MILE NORTHEAST OF LANESBORO, 1.95 MILES NORTHEAST ALONG TRUNK
 DO7871'HIGHWAY 16 FROM JUNCTION OF TRUNK HIGHWAY 16 AND TRUNK HIGHWAY 250 IN
 DO7871'LANESBORO, AT TRUNK HIGHWAY 16 MILEPOINT 241.6, 61.2 FEET SOUTHEAST OF
 DO7871'TRUNK HIGHWAY 16, 46.7 FEET SOUTHWEST OF DRIVEWAY NUMBER 34526, 1.5
 DO7871'FEET NORTHWEST OF WITNESS POST.
 DO7871
 DO7871                          STATION RECOVERY (2020)
 DO7871
 DO7871'RECOVERY NOTE BY MN DEPT OF TRANSP 2020 (KMS)
 DO7871'RECOVERED IN GOOD CONDITION.
 DO7871
 DO7871                          STATION RECOVERY (2024)
 DO7871
 DO7871'RECOVERY NOTE BY MN DEPT OF TRANSP 2024 (RMJ)
 DO7871'1.0 MI (1.6 KM) NORTHEAST OF LANESBORO, 1.95 MI (3.14 KM) NORTHEAST
 DO7871'ALONG TRUNK HIGHWAY 16 FROM THE JUNCTION OF TRUNK HIGHWAY 16 AND TRUNK
 DO7871'HIGHWAY 250 IN LANESBORO, AT TRUNK HIGHWAY 16 MILE POINT 241.6, 61.2
 DO7871'FT (18.7 M) SOUTHEAST OF TRUNK HIGHWAY 16, 46.7 FT (14.2 M) SOUTHWEST
 DO7871'OF DRIVEWAY NUMBER 34526, 1.5 FT (0.5 M) NORTHWEST OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DO7874 ***********************************************************************
 DO7874  DESIGNATION -  2304 BD
 DO7874  PID         -  DO7874
 DO7874  STATE/COUNTY-  MN/FILLMORE
 DO7874  COUNTRY     -  US
 DO7874  USGS QUAD   -  LANESBORO (2019)
 DO7874
 DO7874                         *CURRENT SURVEY CONTROL
 DO7874  ______________________________________________________________________
 DO7874* NAD 83(2011) POSITION- 43 44 39.98957(N) 091 56 20.03347(W)   ADJUSTED
 DO7874* NAD 83(2011) ELLIP HT-   219.158 (meters)        (08/26/13)   ADJUSTED
 DO7874* NAD 83(2011) EPOCH   -  2010.00
 DO7874* NAVD 88 ORTHO HEIGHT -   249.336 (meters)      818.03  (feet) ADJUSTED
 DO7874  ______________________________________________________________________
 DO7874  GEOID HEIGHT    -        -30.176 (meters)                     GEOID18
 DO7874  NAD 83(2011) X  -   -156,153.141 (meters)                     COMP
 DO7874  NAD 83(2011) Y  - -4,612,671.538 (meters)                     COMP
 DO7874  NAD 83(2011) Z  -  4,387,773.547 (meters)                     COMP
 DO7874  LAPLACE CORR    -         -0.78  (seconds)                    DEFLEC18
 DO7874  DYNAMIC HEIGHT  -        249.290 (meters)      817.88  (feet) COMP
 DO7874  MODELED GRAVITY -    980,428.2   (mgal)                       NAVD 88
 DO7874
 DO7874  VERT ORDER      -  SECOND    CLASS I
 DO7874
 DO7874  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DO7874  Standards:
 DO7874         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DO7874            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DO7874  -------------------------------------------------------------------
 DO7874  NETWORK    0.66   1.43           0.30   0.23   0.73     -0.03375938
 DO7874  -------------------------------------------------------------------
 DO7874  Click here for local accuracies and other accuracy information.
 DO7874
 DO7874.The horizontal coordinates were established by GPS observations
 DO7874.and adjusted by the MN DEPT OF TRANSP in August 2013.
 DO7874
 DO7874.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DO7874.been affixed to the stable North American tectonic plate. See 
 DO7874.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DO7874
 DO7874.The horizontal coordinates are valid at the epoch date displayed above
 DO7874.which is a decimal equivalence of Year/Month/Day.
 DO7874
 DO7874.The orthometric height was determined by differential leveling and
 DO7874.adjusted by the NATIONAL GEODETIC SURVEY
 DO7874.in December 2013.
 DO7874
 DO7874.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO7874.GEOID18 height accuracy estimate available here.
 DO7874
 DO7874.Click photographs - Photos may exist for this station.
 DO7874
 DO7874.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DO7874
 DO7874.The Laplace correction was computed from DEFLEC18 derived deflections.
 DO7874
 DO7874.The ellipsoidal height was determined by GPS observations
 DO7874.and is referenced to NAD 83.
 DO7874
 DO7874.The dynamic height is computed by dividing the NAVD 88
 DO7874.geopotential number by the normal gravity value computed on the
 DO7874.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO7874.degrees latitude (g = 980.6199 gals.).
 DO7874
 DO7874.The modeled gravity was interpolated from observed gravity values.
 DO7874
 DO7874. The following values were computed from the NAD 83(2011) position.
 DO7874
 DO7874;                    North         East     Units Scale Factor Converg.
 DO7874;SPC MN S     -   184,810.454   966,004.897   MT  1.00000865   +1 26 40.9
 DO7874;SPC MN S     -   606,332.30  3,169,301.07   sFT  1.00000865   +1 26 40.9
 DO7874;UTM  15      - 4,844,036.223   585,437.425   MT  0.99968978   +0 44 01.4
 DO7874
 DO7874!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DO7874!SPC MN S     -   0.99996564  x   1.00000865  =   0.99997428
 DO7874!UTM  15      -   0.99996564  x   0.99968978  =   0.99965543
 DO7874
 DO7874:                Primary Azimuth Mark                     Grid Az
 DO7874:SPC MN S     -  2304 BF                                  153 43 23.2
 DO7874:UTM  15      -  2304 BF                                  154 26 02.7
 DO7874
 DO7874_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWJ8543744036(NAD 83)
 DO7874
 DO7874|---------------------------------------------------------------------|
 DO7874| PID    Reference Object                     Distance      Geod. Az  |
 DO7874|                                                           dddmmss.s |
 DO7874| DO7877 2304 BF                             APPROX. 1.6 KM 1551004.1 |
 DO7874|---------------------------------------------------------------------|
 DO7874
 DO7874                          SUPERSEDED SURVEY CONTROL
 DO7874
 DO7874  NAVD 88             249.34   (m)          818.0    (f) LEVELING    3  
 DO7874
 DO7874.Superseded values are not recommended for survey control.
 DO7874
 DO7874.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DO7874.See file dsdata.pdf to determine how the superseded data were derived.
 DO7874
 DO7874_MARKER: I = METAL ROD
 DO7874_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DO7874_STAMPING: 2304 BD 2011
 DO7874_MARK LOGO: MNDT
 DO7874_PROJECTION: RECESSED 5 CENTIMETERS
 DO7874_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DO7874_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DO7874_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DO7874+SATELLITE: SATELLITE OBSERVATIONS - August 21, 2024
 DO7874_ROD/PIPE-DEPTH: 13.7 meters
 DO7874
 DO7874  HISTORY     - Date     Condition        Report By
 DO7874  HISTORY     - 20111010 MONUMENTED       MNDT
 DO7874  HISTORY     - 20191001 GOOD             MNDT
 DO7874  HISTORY     - 20240821 GOOD             MNDT
 DO7874
 DO7874                          STATION DESCRIPTION
 DO7874
 DO7874'DESCRIBED BY MN DEPT OF TRANSP 2011
 DO7874'2.2 MILES NORTHEAST OF LANESBORO, 3.5 MILES NORTHEAST ALONG TRUNK
 DO7874'HIGHWAY 16 FROM JUNCTION OF TRUNK HIGHWAY 16 AND TRUNK HIGHWAY 250 IN
 DO7874'LANESBORO, AT TRUNK HIGHWAY 16 MILEPOINT 243.2, 56.1 FEET NORTH OF
 DO7874'TRUNK HIGHWAY 16, 34.5 FEET EAST OF ENTRANCE TO DRIVEWAY NUMBER 35455,
 DO7874'1.5 FEET WEST OF WITNESS POST.
 DO7874
 DO7874                          STATION RECOVERY (2019)
 DO7874
 DO7874'RECOVERY NOTE BY MN DEPT OF TRANSP 2019 (TJD)
 DO7874'2.2 MI (3.5 KM) NORTHEAST OF LANESBORO, 3.5 MI (5.6 KM) NORTHEAST
 DO7874'ALONG TRUNK HIGHWAY 16 FROM THE JUNCTION OF TRUNK HIGHWAY 16 AND TRUNK
 DO7874'HIGHWAY 250 IN LANESBORO, AT TRUNK HIGHWAY 16 MILE POINT 243.2, 56.1
 DO7874'FT (17.1 M) NORTH OF TRUNK HIGHWAY 16, 34.5 FT (10.5 M) EAST OF AN
 DO7874'ENTRANCE TO DRIVEWAY NUMBER 35455, 1.5 FT (0.5 M) WEST OF A WITNESS
 DO7874'POST.
 DO7874
 DO7874                          STATION RECOVERY (2024)
 DO7874
 DO7874'RECOVERY NOTE BY MN DEPT OF TRANSP 2024 (RMJ)
 DO7874'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DO7873 ***********************************************************************
 DO7873  DESIGNATION -  2304 BE
 DO7873  PID         -  DO7873
 DO7873  STATE/COUNTY-  MN/FILLMORE
 DO7873  COUNTRY     -  US
 DO7873  USGS QUAD   -  LANESBORO (2019)
 DO7873
 DO7873                         *CURRENT SURVEY CONTROL
 DO7873  ______________________________________________________________________
 DO7873* NAD 83(2011) POSITION- 43 44 07.73784(N) 091 56 47.49797(W)   ADJUSTED
 DO7873* NAD 83(2011) ELLIP HT-   212.569 (meters)        (08/26/13)   ADJUSTED
 DO7873* NAD 83(2011) EPOCH   -  2010.00
 DO7873* NAVD 88 ORTHO HEIGHT -   242.753 (meters)      796.43  (feet) ADJUSTED
 DO7873  ______________________________________________________________________
 DO7873  GEOID HEIGHT    -        -30.182 (meters)                     GEOID18
 DO7873  NAD 83(2011) X  -   -156,790.540 (meters)                     COMP
 DO7873  NAD 83(2011) Y  - -4,613,333.771 (meters)                     COMP
 DO7873  NAD 83(2011) Z  -  4,387,049.814 (meters)                     COMP
 DO7873  LAPLACE CORR    -         -0.60  (seconds)                    DEFLEC18
 DO7873  DYNAMIC HEIGHT  -        242.708 (meters)      796.28  (feet) COMP
 DO7873  MODELED GRAVITY -    980,427.8   (mgal)                       NAVD 88
 DO7873
 DO7873  VERT ORDER      -  SECOND    CLASS I
 DO7873
 DO7873  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DO7873  Standards:
 DO7873         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DO7873            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DO7873  -------------------------------------------------------------------
 DO7873  NETWORK    0.92   2.04           0.41   0.33   1.04     -0.05606591
 DO7873  -------------------------------------------------------------------
 DO7873  Click here for local accuracies and other accuracy information.
 DO7873
 DO7873.The horizontal coordinates were established by GPS observations
 DO7873.and adjusted by the MN DEPT OF TRANSP in August 2013.
 DO7873
 DO7873.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DO7873.been affixed to the stable North American tectonic plate. See 
 DO7873.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DO7873
 DO7873.The horizontal coordinates are valid at the epoch date displayed above
 DO7873.which is a decimal equivalence of Year/Month/Day.
 DO7873
 DO7873.The orthometric height was determined by differential leveling and
 DO7873.adjusted by the NATIONAL GEODETIC SURVEY
 DO7873.in December 2013.
 DO7873
 DO7873.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO7873.GEOID18 height accuracy estimate available here.
 DO7873
 DO7873.Click photographs - Photos may exist for this station.
 DO7873
 DO7873.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DO7873
 DO7873.The Laplace correction was computed from DEFLEC18 derived deflections.
 DO7873
 DO7873.The ellipsoidal height was determined by GPS observations
 DO7873.and is referenced to NAD 83.
 DO7873
 DO7873.The dynamic height is computed by dividing the NAVD 88
 DO7873.geopotential number by the normal gravity value computed on the
 DO7873.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO7873.degrees latitude (g = 980.6199 gals.).
 DO7873
 DO7873.The modeled gravity was interpolated from observed gravity values.
 DO7873
 DO7873. The following values were computed from the NAD 83(2011) position.
 DO7873
 DO7873;                    North         East     Units Scale Factor Converg.
 DO7873;SPC MN S     -   183,799.905   965,415.573   MT  1.00001071   +1 26 21.6
 DO7873;SPC MN S     -   603,016.85  3,167,367.59   sFT  1.00001071   +1 26 21.6
 DO7873;UTM  15      - 4,843,033.386   584,835.801   MT  0.99968852   +0 43 42.0
 DO7873
 DO7873!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DO7873!SPC MN S     -   0.99996667  x   1.00001071  =   0.99997738
 DO7873!UTM  15      -   0.99996667  x   0.99968852  =   0.99965520
 DO7873
 DO7873:                Primary Azimuth Mark                     Grid Az
 DO7873:SPC MN S     -  2304 BC                                  247 53 11.9
 DO7873:UTM  15      -  2304 BC                                  248 35 51.5
 DO7873
 DO7873_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWJ8483543033(NAD 83)
 DO7873
 DO7873|---------------------------------------------------------------------|
 DO7873| PID    Reference Object                     Distance      Geod. Az  |
 DO7873|                                                           dddmmss.s |
 DO7873| DO7871 2304 BC                             APPROX. 1.2 KM 2491933.5 |
 DO7873|---------------------------------------------------------------------|
 DO7873
 DO7873                          SUPERSEDED SURVEY CONTROL
 DO7873
 DO7873  NAVD 88             242.75   (m)          796.4    (f) LEVELING    3  
 DO7873
 DO7873.Superseded values are not recommended for survey control.
 DO7873
 DO7873.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DO7873.See file dsdata.pdf to determine how the superseded data were derived.
 DO7873
 DO7873_MARKER: I = METAL ROD
 DO7873_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DO7873_STAMPING: 2304 BE 2011
 DO7873_MARK LOGO: MNDT
 DO7873_PROJECTION: RECESSED 5 CENTIMETERS
 DO7873_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DO7873_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DO7873_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DO7873+SATELLITE: SATELLITE OBSERVATIONS - August 21, 2024
 DO7873_ROD/PIPE-DEPTH: 17.7 meters
 DO7873
 DO7873  HISTORY     - Date     Condition        Report By
 DO7873  HISTORY     - 20111010 MONUMENTED       MNDT
 DO7873  HISTORY     - 20240821 GOOD             MNDT
 DO7873
 DO7873                          STATION DESCRIPTION
 DO7873
 DO7873'DESCRIBED BY MN DEPT OF TRANSP 2011
 DO7873'1.9 MILES NORTHEAST OF LANESBORO, 2.7 MILES NORTHEAST ALONG TRUNK
 DO7873'HIGHWAY 16 FROM JUNCTION OF TRUNK HIGHWAY 16 AND TRUNK HIGHWAY 250 IN
 DO7873'LANESBORO, AT TRUNK HIGHWAY 16 MILEPOINT 242.4, 58.3 FEET NORTHWEST OF
 DO7873'TRUNK HIGHWAY 16, 25.5 FEET NORTHEAST OF ENTRANCE TO ROOT RIVER CANOE
 DO7873'ACCESS (DRIVEWAY NUMBER 34987), 1.3 FEET SOUTHWEST OF WITNESS POST.
 DO7873
 DO7873                          STATION RECOVERY (2024)
 DO7873
 DO7873'RECOVERY NOTE BY MN DEPT OF TRANSP 2024 (RMJ)
 DO7873'1.9 MI (3.1 KM) NORTHEAST OF LANESBORO, 2.7 MI (4.3 KM) NORTHEAST
 DO7873'ALONG TRUNK HIGHWAY 16 FROM THE JUNCTION OF TRUNK HIGHWAY 16 AND TRUNK
 DO7873'HIGHWAY 250 IN LANESBORO, AT TRUNK HIGHWAY 16 MILE POINT 242.4, 58.3
 DO7873'FT (17.8 M) NORTHWEST OF TRUNK HIGHWAY 16, 25.5 FT (7.8 M) NORTHEAST
 DO7873'OF AN ENTRANCE TO THE ROOT RIVER CANOE ACCESS (DRIVEWAY NUMBER 34987),
 DO7873'1.3 FT (0.4 M) SOUTHWEST OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DO7877 ***********************************************************************
 DO7877  DESIGNATION -  2304 BF
 DO7877  PID         -  DO7877
 DO7877  STATE/COUNTY-  MN/FILLMORE
 DO7877  COUNTRY     -  US
 DO7877  USGS QUAD   -  LANESBORO (2019)
 DO7877
 DO7877                         *CURRENT SURVEY CONTROL
 DO7877  ______________________________________________________________________
 DO7877* NAD 83(2011) POSITION- 43 43 52.74103(N) 091 55 49.88222(W)   ADJUSTED
 DO7877* NAD 83(2011) ELLIP HT-   210.341 (meters)        (08/26/13)   ADJUSTED
 DO7877* NAD 83(2011) EPOCH   -  2010.00
 DO7877* NAVD 88 ORTHO HEIGHT -   240.537 (meters)      789.16  (feet) ADJUSTED
 DO7877  ______________________________________________________________________
 DO7877  GEOID HEIGHT    -        -30.188 (meters)                     GEOID18
 DO7877  NAD 83(2011) X  -   -155,512.620 (meters)                     COMP
 DO7877  NAD 83(2011) Y  - -4,613,695.576 (meters)                     COMP
 DO7877  NAD 83(2011) Z  -  4,386,713.825 (meters)                     COMP
 DO7877  LAPLACE CORR    -         -0.66  (seconds)                    DEFLEC18
 DO7877  DYNAMIC HEIGHT  -        240.493 (meters)      789.02  (feet) COMP
 DO7877  MODELED GRAVITY -    980,427.5   (mgal)                       NAVD 88
 DO7877
 DO7877  VERT ORDER      -  SECOND    CLASS I
 DO7877
 DO7877  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DO7877  Standards:
 DO7877         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DO7877            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DO7877  -------------------------------------------------------------------
 DO7877  NETWORK    0.73   1.63           0.33   0.26   0.83     -0.01532051
 DO7877  -------------------------------------------------------------------
 DO7877  Click here for local accuracies and other accuracy information.
 DO7877
 DO7877.The horizontal coordinates were established by GPS observations
 DO7877.and adjusted by the MN DEPT OF TRANSP in August 2013.
 DO7877
 DO7877.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DO7877.been affixed to the stable North American tectonic plate. See 
 DO7877.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DO7877
 DO7877.The horizontal coordinates are valid at the epoch date displayed above
 DO7877.which is a decimal equivalence of Year/Month/Day.
 DO7877
 DO7877.The orthometric height was determined by differential leveling and
 DO7877.adjusted by the NATIONAL GEODETIC SURVEY
 DO7877.in December 2013.
 DO7877
 DO7877.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO7877.GEOID18 height accuracy estimate available here.
 DO7877
 DO7877.Click photographs - Photos may exist for this station.
 DO7877
 DO7877.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DO7877
 DO7877.The Laplace correction was computed from DEFLEC18 derived deflections.
 DO7877
 DO7877.The ellipsoidal height was determined by GPS observations
 DO7877.and is referenced to NAD 83.
 DO7877
 DO7877.The dynamic height is computed by dividing the NAVD 88
 DO7877.geopotential number by the normal gravity value computed on the
 DO7877.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO7877.degrees latitude (g = 980.6199 gals.).
 DO7877
 DO7877.The modeled gravity was interpolated from observed gravity values.
 DO7877
 DO7877. The following values were computed from the NAD 83(2011) position.
 DO7877
 DO7877;                    North         East     Units Scale Factor Converg.
 DO7877;SPC MN S     -   183,369.714   966,716.233   MT  1.00001168   +1 27 02.0
 DO7877;SPC MN S     -   601,605.47  3,171,634.84   sFT  1.00001168   +1 27 02.0
 DO7877;UTM  15      - 4,842,587.229   586,130.605   MT  0.99969125   +0 44 21.7
 DO7877
 DO7877!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DO7877!SPC MN S     -   0.99996702  x   1.00001168  =   0.99997870
 DO7877!UTM  15      -   0.99996702  x   0.99969125  =   0.99965828
 DO7877
 DO7877:                Primary Azimuth Mark                     Grid Az
 DO7877:SPC MN S     -  2304 BG                                  090 06 06.8
 DO7877:UTM  15      -  2304 BG                                  090 48 47.1
 DO7877
 DO7877_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWJ8613042587(NAD 83)
 DO7877
 DO7877|---------------------------------------------------------------------|
 DO7877| PID    Reference Object                     Distance      Geod. Az  |
 DO7877|                                                           dddmmss.s |
 DO7877| DO7880 2304 BG                             APPROX. 1.1 KM 0913308.8 |
 DO7877| DO7873 2304 BE                             APPROX. 1.4 KM 2894507.4 |
 DO7877| DO7874 2304 BD                             APPROX. 1.6 KM 3351024.9 |
 DO7877|---------------------------------------------------------------------|
 DO7877
 DO7877                          SUPERSEDED SURVEY CONTROL
 DO7877
 DO7877  NAVD 88             240.54   (m)          789.2    (f) LEVELING    3  
 DO7877
 DO7877.Superseded values are not recommended for survey control.
 DO7877
 DO7877.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DO7877.See file dsdata.pdf to determine how the superseded data were derived.
 DO7877
 DO7877_MARKER: I = METAL ROD
 DO7877_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DO7877_STAMPING: 2304 BF 2011
 DO7877_MARK LOGO: MNDT
 DO7877_PROJECTION: RECESSED 3 CENTIMETERS
 DO7877_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DO7877_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DO7877_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DO7877+SATELLITE: SATELLITE OBSERVATIONS - August 21, 2024
 DO7877_ROD/PIPE-DEPTH: 16.8 meters
 DO7877
 DO7877  HISTORY     - Date     Condition        Report By
 DO7877  HISTORY     - 20111010 MONUMENTED       MNDT
 DO7877  HISTORY     - 20201208 GOOD             MNDT
 DO7877  HISTORY     - 20240821 GOOD             MNDT
 DO7877
 DO7877                          STATION DESCRIPTION
 DO7877
 DO7877'DESCRIBED BY MN DEPT OF TRANSP 2011
 DO7877'IN WHALAN, 0.1 MILE SOUTH ALONG TRUNK HIGHWAY 16 FROM JUNCTION OF
 DO7877'TRUNK HIGHWAY 16 AND COUNTY ROAD 36 IN WHALAN, AT TRUNK HIGHWAY 16
 DO7877'MILEPOINT 244.25, 70.2 FEET WEST OF TRUNK HIGHWAY 16, 23.3 FEET SOUTH
 DO7877'OF FIELD ENTRANCE, 7.5 FEET NORTHEAST OF RIGHT-OF-WAY POST, 1.5 FEET
 DO7877'EAST OF WITNESS POST.
 DO7877
 DO7877                          STATION RECOVERY (2020)
 DO7877
 DO7877'RECOVERY NOTE BY MN DEPT OF TRANSP 2020 (KMS)
 DO7877'RECOVERED IN GOOD CONDITION.
 DO7877
 DO7877                          STATION RECOVERY (2024)
 DO7877
 DO7877'RECOVERY NOTE BY MN DEPT OF TRANSP 2024 (RMJ)
 DO7877'IN WHALAN, 0.1 MI (0.2 KM) SOUTH ALONG TRUNK HIGHWAY 16 FROM THE
 DO7877'JUNCTION OF TRUNK HIGHWAY 16 AND COUNTY ROAD 36 IN WHALAN, AT TRUNK
 DO7877'HIGHWAY 16 MILE POINT 244.25, 70.2 FT (21.4 M) WEST OF TRUNK HIGHWAY
 DO7877'16, 23.3 FT (7.1 M) SOUTH OF A FIELD ENTRANCE, 7.5 FT (2.3 M)
 DO7877'NORTHEAST OF A RIGHT-OF-WAY POST, 1.5 FT (0.5 M) EAST OF A WITNESS
 DO7877'POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DO7876 ***********************************************************************
 DO7876  DESIGNATION -  2304 BF 1
 DO7876  PID         -  DO7876
 DO7876  STATE/COUNTY-  MN/FILLMORE
 DO7876  COUNTRY     -  US
 DO7876  USGS QUAD   -  LANESBORO (2019)
 DO7876
 DO7876                         *CURRENT SURVEY CONTROL
 DO7876  ______________________________________________________________________
 DO7876* NAD 83(1986) POSITION- 43 43 56.5    (N) 091 55 45.6    (W)   HD_HELD2
 DO7876* NAVD 88 ORTHO HEIGHT -   242.143 (meters)      794.43  (feet) ADJUSTED
 DO7876  ______________________________________________________________________
 DO7876  GEOID HEIGHT    -        -30.188 (meters)                     GEOID18
 DO7876  DYNAMIC HEIGHT  -        242.098 (meters)      794.28  (feet) COMP
 DO7876  MODELED GRAVITY -    980,427.6   (mgal)                       NAVD 88
 DO7876
 DO7876  VERT ORDER      -  SECOND    CLASS I
 DO7876
 DO7876.The horizontal coordinates were established by autonomous hand held GPS
 DO7876.observations and have an estimated accuracy of +/- 10 meters.
 DO7876
 DO7876.The orthometric height was determined by differential leveling and
 DO7876.adjusted by the NATIONAL GEODETIC SURVEY
 DO7876.in December 2013.
 DO7876
 DO7876.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO7876.GEOID18 height accuracy estimate available here.
 DO7876
 DO7876.Click photographs - Photos may exist for this station.
 DO7876
 DO7876.The dynamic height is computed by dividing the NAVD 88
 DO7876.geopotential number by the normal gravity value computed on the
 DO7876.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO7876.degrees latitude (g = 980.6199 gals.).
 DO7876
 DO7876.The modeled gravity was interpolated from observed gravity values.
 DO7876
 DO7876;                    North         East    Units  Estimated Accuracy
 DO7876;SPC MN S     -   183,488.      966,809.      MT  (+/- 10 meters HH2 GPS)
 DO7876
 DO7876_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWJ8622442704(NAD 83)
 DO7876
 DO7876                          SUPERSEDED SURVEY CONTROL
 DO7876
 DO7876.No superseded survey control is available for this station.
 DO7876
 DO7876_MARKER: DB = BENCH MARK DISK
 DO7876_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DO7876_SP_SET: ABUTMENT
 DO7876_STAMPING: 2304 BF 1 1969
 DO7876_MARK LOGO: MNHD
 DO7876_MAGNETIC: N = NO MAGNETIC MATERIAL
 DO7876_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DO7876_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DO7876+SATELLITE: SATELLITE OBSERVATIONS - April 01, 2011
 DO7876
 DO7876  HISTORY     - Date     Condition        Report By
 DO7876  HISTORY     - 19690401 MONUMENTED       MNHD
 DO7876  HISTORY     - 20110401 GOOD             MNDT
 DO7876
 DO7876                          STATION DESCRIPTION
 DO7876
 DO7876'DESCRIBED BY MN DEPT OF TRANSP 2011 (JBG)
 DO7876'IN WHALAN, IN SOUTHEAST ABUTMENT OF COUNTY ROAD 36 BRIDGE NUMBER 23513
 DO7876'OVER ROOT RIVER, 0.1 MILE EAST ALONG COUNTY ROAD 36 FROM JUNCTION OF
 DO7876'COUNTY ROAD 36 AND TRUNK HIGHWAY 16 AT TRUNK HIGHWAY 16 MILEPOINT
 DO7876'244.15, 18.4 FEET SOUTH OF COUNTY ROAD 36.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DO7880 ***********************************************************************
 DO7880  DESIGNATION -  2304 BG
 DO7880  PID         -  DO7880
 DO7880  STATE/COUNTY-  MN/FILLMORE
 DO7880  COUNTRY     -  US
 DO7880  USGS QUAD   -  LANESBORO (2019)
 DO7880
 DO7880                         *CURRENT SURVEY CONTROL
 DO7880  ______________________________________________________________________
 DO7880* NAD 83(2011) POSITION- 43 43 51.80566(N) 091 55 02.42647(W)   ADJUSTED
 DO7880* NAD 83(2011) ELLIP HT-   210.662 (meters)        (08/26/13)   ADJUSTED
 DO7880* NAD 83(2011) EPOCH   -  2010.00
 DO7880* NAVD 88 ORTHO HEIGHT -   240.863 (meters)      790.23  (feet) ADJUSTED
 DO7880  ______________________________________________________________________
 DO7880  GEOID HEIGHT    -        -30.190 (meters)                     GEOID18
 DO7880  NAD 83(2011) X  -   -154,451.810 (meters)                     COMP
 DO7880  NAD 83(2011) Y  - -4,613,751.410 (meters)                     COMP
 DO7880  NAD 83(2011) Z  -  4,386,693.187 (meters)                     COMP
 DO7880  LAPLACE CORR    -          0.37  (seconds)                    DEFLEC18
 DO7880  DYNAMIC HEIGHT  -        240.818 (meters)      790.08  (feet) COMP
 DO7880  MODELED GRAVITY -    980,428.0   (mgal)                       NAVD 88
 DO7880
 DO7880  VERT ORDER      -  SECOND    CLASS I
 DO7880
 DO7880  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DO7880  Standards:
 DO7880         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DO7880            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DO7880  -------------------------------------------------------------------
 DO7880  NETWORK    0.80   1.78           0.37   0.27   0.91      0.02934099
 DO7880  -------------------------------------------------------------------
 DO7880  Click here for local accuracies and other accuracy information.
 DO7880
 DO7880.The horizontal coordinates were established by GPS observations
 DO7880.and adjusted by the MN DEPT OF TRANSP in August 2013.
 DO7880
 DO7880.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DO7880.been affixed to the stable North American tectonic plate. See 
 DO7880.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DO7880
 DO7880.The horizontal coordinates are valid at the epoch date displayed above
 DO7880.which is a decimal equivalence of Year/Month/Day.
 DO7880
 DO7880.The orthometric height was determined by differential leveling and
 DO7880.adjusted by the NATIONAL GEODETIC SURVEY
 DO7880.in December 2013.
 DO7880
 DO7880.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO7880.GEOID18 height accuracy estimate available here.
 DO7880
 DO7880.Click photographs - Photos may exist for this station.
 DO7880
 DO7880.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DO7880
 DO7880.The Laplace correction was computed from DEFLEC18 derived deflections.
 DO7880
 DO7880.The ellipsoidal height was determined by GPS observations
 DO7880.and is referenced to NAD 83.
 DO7880
 DO7880.The dynamic height is computed by dividing the NAVD 88
 DO7880.geopotential number by the normal gravity value computed on the
 DO7880.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO7880.degrees latitude (g = 980.6199 gals.).
 DO7880
 DO7880.The modeled gravity was interpolated from observed gravity values.
 DO7880
 DO7880. The following values were computed from the NAD 83(2011) position.
 DO7880
 DO7880;                    North         East     Units Scale Factor Converg.
 DO7880;SPC MN S     -   183,367.825   967,778.688   MT  1.00001174   +1 27 35.3
 DO7880;SPC MN S     -   601,599.27  3,175,120.58   sFT  1.00001174   +1 27 35.3
 DO7880;UTM  15      - 4,842,572.157   587,192.616   MT  0.99969351   +0 44 54.5
 DO7880
 DO7880!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DO7880!SPC MN S     -   0.99996697  x   1.00001174  =   0.99997871
 DO7880!UTM  15      -   0.99996697  x   0.99969351  =   0.99966049
 DO7880
 DO7880:                Primary Azimuth Mark                     Grid Az
 DO7880:SPC MN S     -  2304 L                                   267 16 56.0
 DO7880:UTM  15      -  2304 L                                   267 59 36.8
 DO7880
 DO7880_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWJ8719242572(NAD 83)
 DO7880
 DO7880|---------------------------------------------------------------------|
 DO7880| PID    Reference Object                     Distance      Geod. Az  |
 DO7880|                                                           dddmmss.s |
 DO7880| DO7878 2304 L                              461.488 METERS 2684431.3 |
 DO7880|---------------------------------------------------------------------|
 DO7880
 DO7880                          SUPERSEDED SURVEY CONTROL
 DO7880
 DO7880  NAVD 88             240.86   (m)          790.2    (f) LEVELING    3  
 DO7880
 DO7880.Superseded values are not recommended for survey control.
 DO7880
 DO7880.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DO7880.See file dsdata.pdf to determine how the superseded data were derived.
 DO7880
 DO7880_MARKER: I = METAL ROD
 DO7880_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DO7880_STAMPING: 2304 BG 2011
 DO7880_MARK LOGO: MNDT
 DO7880_PROJECTION: RECESSED 5 CENTIMETERS
 DO7880_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DO7880_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DO7880_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DO7880+SATELLITE: SATELLITE OBSERVATIONS - August 21, 2024
 DO7880_ROD/PIPE-DEPTH: 19.8 meters
 DO7880
 DO7880  HISTORY     - Date     Condition        Report By
 DO7880  HISTORY     - 20111010 MONUMENTED       MNDT
 DO7880  HISTORY     - 20240821 GOOD             MNDT
 DO7880
 DO7880                          STATION DESCRIPTION
 DO7880
 DO7880'DESCRIBED BY MN DEPT OF TRANSP 2011
 DO7880'0.8 MILE EAST OF WHALAN, 0.8 MILE EAST ALONG TRUNK HIGHWAY 16 FROM
 DO7880'JUNCTION OF TRUNK HIGHWAY 16 AND COUNTY ROAD 36 IN WHALAN, AT TRUNK
 DO7880'HIGHWAY 16 MILEPOINT 245.0, 69.0 FEET SOUTH OF TRUNK HIGHWAY 16, 43.5
 DO7880'FEET EAST OF COUNTY ROAD 23, 106.1 FEET NORTH OF COUNTY ROAD 108, 1.5
 DO7880'FEET WEST OF WITNESS POST.
 DO7880
 DO7880                          STATION RECOVERY (2024)
 DO7880
 DO7880'RECOVERY NOTE BY MN DEPT OF TRANSP 2024 (RMJ)
 DO7880'0.8 MI (1.3 KM) EAST OF WHALAN, 0.8 MI (1.3 KM) EAST ALONG TRUNK
 DO7880'HIGHWAY 16 FROM THE JUNCTION OF TRUNK HIGHWAY 16 AND COUNTY ROAD 36 IN
 DO7880'WHALAN, AT TRUNK HIGHWAY 16 MILE POINT 245.0, 69.0 FT (21.0 M) SOUTH
 DO7880'OF TRUNK HIGHWAY 16, 43.5 FT (13.3 M) EAST OF COUNTY ROAD 23, 106.1 FT
 DO7880'(32.3 M) NORTH OF COUNTY ROAD 108, 1.5 FT (0.5 M) WEST OF A WITNESS
 DO7880'POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DO7882 ***********************************************************************
 DO7882  DESIGNATION -  2304 BH
 DO7882  PID         -  DO7882
 DO7882  STATE/COUNTY-  MN/FILLMORE
 DO7882  COUNTRY     -  US
 DO7882  USGS QUAD   -  LANESBORO (2019)
 DO7882
 DO7882                         *CURRENT SURVEY CONTROL
 DO7882  ______________________________________________________________________
 DO7882* NAD 83(2011) POSITION- 43 44 47.10896(N) 091 53 45.99469(W)   ADJUSTED
 DO7882* NAD 83(2011) ELLIP HT-   207.142 (meters)        (08/26/13)   ADJUSTED
 DO7882* NAD 83(2011) EPOCH   -  2010.00
 DO7882* NAVD 88 ORTHO HEIGHT -   237.339 (meters)      778.67  (feet) ADJUSTED
 DO7882  ______________________________________________________________________
 DO7882  GEOID HEIGHT    -        -30.186 (meters)                     GEOID18
 DO7882  NAD 83(2011) X  -   -152,703.035 (meters)                     COMP
 DO7882  NAD 83(2011) Y  - -4,612,626.338 (meters)                     COMP
 DO7882  NAD 83(2011) Z  -  4,387,923.979 (meters)                     COMP
 DO7882  LAPLACE CORR    -         -0.48  (seconds)                    DEFLEC18
 DO7882  DYNAMIC HEIGHT  -        237.296 (meters)      778.53  (feet) COMP
 DO7882  MODELED GRAVITY -    980,430.5   (mgal)                       NAVD 88
 DO7882
 DO7882  VERT ORDER      -  SECOND    CLASS I
 DO7882
 DO7882  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DO7882  Standards:
 DO7882         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DO7882            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DO7882  -------------------------------------------------------------------
 DO7882  NETWORK    0.81   1.72           0.38   0.26   0.88      0.08023352
 DO7882  -------------------------------------------------------------------
 DO7882  Click here for local accuracies and other accuracy information.
 DO7882
 DO7882.The horizontal coordinates were established by GPS observations
 DO7882.and adjusted by the MN DEPT OF TRANSP in August 2013.
 DO7882
 DO7882.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DO7882.been affixed to the stable North American tectonic plate. See 
 DO7882.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DO7882
 DO7882.The horizontal coordinates are valid at the epoch date displayed above
 DO7882.which is a decimal equivalence of Year/Month/Day.
 DO7882
 DO7882.The orthometric height was determined by differential leveling and
 DO7882.adjusted by the NATIONAL GEODETIC SURVEY
 DO7882.in December 2013.
 DO7882
 DO7882.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO7882.GEOID18 height accuracy estimate available here.
 DO7882
 DO7882.Click photographs - Photos may exist for this station.
 DO7882
 DO7882.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DO7882
 DO7882.The Laplace correction was computed from DEFLEC18 derived deflections.
 DO7882
 DO7882.The ellipsoidal height was determined by GPS observations
 DO7882.and is referenced to NAD 83.
 DO7882
 DO7882.The dynamic height is computed by dividing the NAVD 88
 DO7882.geopotential number by the normal gravity value computed on the
 DO7882.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO7882.degrees latitude (g = 980.6199 gals.).
 DO7882
 DO7882.The modeled gravity was interpolated from observed gravity values.
 DO7882
 DO7882. The following values were computed from the NAD 83(2011) position.
 DO7882
 DO7882;                    North         East     Units Scale Factor Converg.
 DO7882;SPC MN S     -   185,117.907   969,444.756   MT  1.00000820   +1 28 28.8
 DO7882;SPC MN S     -   607,341.00  3,180,586.67   sFT  1.00000820   +1 28 28.8
 DO7882;UTM  15      - 4,844,300.876   588,879.751   MT  0.99969716   +0 45 48.1
 DO7882
 DO7882!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DO7882!SPC MN S     -   0.99996752  x   1.00000820  =   0.99997572
 DO7882!UTM  15      -   0.99996752  x   0.99969716  =   0.99966469
 DO7882
 DO7882:                Primary Azimuth Mark                     Grid Az
 DO7882:SPC MN S     -  2304 BJ                                  062 56 25.7
 DO7882:UTM  15      -  2304 BJ                                  063 39 06.4
 DO7882
 DO7882_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWJ8887944300(NAD 83)
 DO7882
 DO7882|---------------------------------------------------------------------|
 DO7882| PID    Reference Object                     Distance      Geod. Az  |
 DO7882|                                                           dddmmss.s |
 DO7882| DO7884 2304 BJ                             APPROX. 1.4 KM 0642454.5 |
 DO7882|---------------------------------------------------------------------|
 DO7882
 DO7882                          SUPERSEDED SURVEY CONTROL
 DO7882
 DO7882  NAVD 88             237.34   (m)          778.7    (f) LEVELING    3  
 DO7882
 DO7882.Superseded values are not recommended for survey control.
 DO7882
 DO7882.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DO7882.See file dsdata.pdf to determine how the superseded data were derived.
 DO7882
 DO7882_MARKER: I = METAL ROD
 DO7882_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DO7882_STAMPING: 2304 BH 2011
 DO7882_MARK LOGO: MNDT
 DO7882_PROJECTION: RECESSED 8 CENTIMETERS
 DO7882_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DO7882_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DO7882_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DO7882+SATELLITE: SATELLITE OBSERVATIONS - August 21, 2024
 DO7882_ROD/PIPE-DEPTH: 18.3 meters
 DO7882
 DO7882  HISTORY     - Date     Condition        Report By
 DO7882  HISTORY     - 20111010 MONUMENTED       MNDT
 DO7882  HISTORY     - 20201208 GOOD             MNDT
 DO7882  HISTORY     - 20240821 GOOD             MNDT
 DO7882
 DO7882                          STATION DESCRIPTION
 DO7882
 DO7882'DESCRIBED BY MN DEPT OF TRANSP 2011
 DO7882'1.8 MILES EAST OF WHALAN, 3.0 MILES NORTHEAST ALONG TRUNK HIGHWAY 16
 DO7882'FROM JUNCTION OF TRUNK HIGHWAY 16 AND COUNTY ROAD 36 IN WHALAN, AT
 DO7882'TRUNK HIGHWAY 16 MILEPOINT 247.3, 61.2 FEET SOUTH OF TRUNK HIGHWAY 16,
 DO7882'55.6 FEET EAST OF 270TH STREET, 7.5 FEET NORTH OF FENCE LINE, 1.5 FEET
 DO7882'NORTH OF WITNESS POST.
 DO7882
 DO7882                          STATION RECOVERY (2020)
 DO7882
 DO7882'RECOVERY NOTE BY MN DEPT OF TRANSP 2020 (KMS)
 DO7882'RECOVERED IN GOOD CONDITION.
 DO7882
 DO7882                          STATION RECOVERY (2024)
 DO7882
 DO7882'RECOVERY NOTE BY MN DEPT OF TRANSP 2024 (RMJ)
 DO7882'1.8 MI (2.9 KM) EAST OF WHALAN, 3.0 MI (4.8 KM) NORTHEAST ALONG TRUNK
 DO7882'HIGHWAY 16 FROM THE JUNCTION OF TRUNK HIGHWAY 16 AND COUNTY ROAD 36 IN
 DO7882'WHALAN, AT TRUNK HIGHWAY 16 MILE POINT 247.3, 61.2 FT (18.7 M) SOUTH
 DO7882'OF TRUNK HIGHWAY 16, 55.6 FT (16.9 M) EAST OF 270TH STREET, 7.5 FT
 DO7882'(2.3 M) NORTH OF A FENCE LINE, 1.5 FT (0.5 M) NORTH OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DO7884 ***********************************************************************
 DO7884  DESIGNATION -  2304 BJ
 DO7884  PID         -  DO7884
 DO7884  STATE/COUNTY-  MN/FILLMORE
 DO7884  COUNTRY     -  US
 DO7884  USGS QUAD   -  ARENDAHL (2019)
 DO7884
 DO7884                         *CURRENT SURVEY CONTROL
 DO7884  ______________________________________________________________________
 DO7884* NAD 83(2011) POSITION- 43 45 06.09182(N) 091 52 51.28970(W)   ADJUSTED
 DO7884* NAD 83(2011) ELLIP HT-   206.285 (meters)        (08/26/13)   ADJUSTED
 DO7884* NAD 83(2011) EPOCH   -  2010.00
 DO7884* NAVD 88 ORTHO HEIGHT -   236.481 (meters)      775.85  (feet) ADJUSTED
 DO7884  ______________________________________________________________________
 DO7884  GEOID HEIGHT    -        -30.189 (meters)                     GEOID18
 DO7884  NAD 83(2011) X  -   -151,466.364 (meters)                     COMP
 DO7884  NAD 83(2011) Y  - -4,612,261.131 (meters)                     COMP
 DO7884  NAD 83(2011) Z  -  4,388,346.618 (meters)                     COMP
 DO7884  LAPLACE CORR    -         -0.11  (seconds)                    DEFLEC18
 DO7884  DYNAMIC HEIGHT  -        236.438 (meters)      775.71  (feet) COMP
 DO7884  MODELED GRAVITY -    980,432.8   (mgal)                       NAVD 88
 DO7884
 DO7884  VERT ORDER      -  SECOND    CLASS I
 DO7884
 DO7884  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DO7884  Standards:
 DO7884         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DO7884            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DO7884  -------------------------------------------------------------------
 DO7884  NETWORK    0.89   1.71           0.42   0.27   0.87      0.06497261
 DO7884  -------------------------------------------------------------------
 DO7884  Click here for local accuracies and other accuracy information.
 DO7884
 DO7884.The horizontal coordinates were established by GPS observations
 DO7884.and adjusted by the MN DEPT OF TRANSP in August 2013.
 DO7884
 DO7884.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DO7884.been affixed to the stable North American tectonic plate. See 
 DO7884.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DO7884
 DO7884.The horizontal coordinates are valid at the epoch date displayed above
 DO7884.which is a decimal equivalence of Year/Month/Day.
 DO7884
 DO7884.The orthometric height was determined by differential leveling and
 DO7884.adjusted by the NATIONAL GEODETIC SURVEY
 DO7884.in December 2013.
 DO7884
 DO7884.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO7884.GEOID18 height accuracy estimate available here.
 DO7884
 DO7884.Click photographs - Photos may exist for this station.
 DO7884
 DO7884.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DO7884
 DO7884.The Laplace correction was computed from DEFLEC18 derived deflections.
 DO7884
 DO7884.The ellipsoidal height was determined by GPS observations
 DO7884.and is referenced to NAD 83.
 DO7884
 DO7884.The dynamic height is computed by dividing the NAVD 88
 DO7884.geopotential number by the normal gravity value computed on the
 DO7884.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO7884.degrees latitude (g = 980.6199 gals.).
 DO7884
 DO7884.The modeled gravity was interpolated from observed gravity values.
 DO7884
 DO7884. The following values were computed from the NAD 83(2011) position.
 DO7884
 DO7884;                    North         East     Units Scale Factor Converg.
 DO7884;SPC MN S     -   185,735.199   970,653.150   MT  1.00000701   +1 29 07.2
 DO7884;SPC MN S     -   609,366.23  3,184,551.21   sFT  1.00000701   +1 29 07.2
 DO7884;UTM  15      - 4,844,902.932   590,095.340   MT  0.99969984   +0 46 26.2
 DO7884
 DO7884!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DO7884!SPC MN S     -   0.99996765  x   1.00000701  =   0.99997466
 DO7884!UTM  15      -   0.99996765  x   0.99969984  =   0.99966750
 DO7884
 DO7884:                Primary Azimuth Mark                     Grid Az
 DO7884:SPC MN S     -  2304 BH                                  242 56 25.1
 DO7884:UTM  15      -  2304 BH                                  243 39 06.1
 DO7884
 DO7884_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWJ9009544902(NAD 83)
 DO7884
 DO7884|---------------------------------------------------------------------|
 DO7884| PID    Reference Object                     Distance      Geod. Az  |
 DO7884|                                                           dddmmss.s |
 DO7884| DO7882 2304 BH                             APPROX. 1.4 KM 2442532.3 |
 DO7884|---------------------------------------------------------------------|
 DO7884
 DO7884                          SUPERSEDED SURVEY CONTROL
 DO7884
 DO7884  NAVD 88             236.48   (m)          775.9    (f) LEVELING    3  
 DO7884
 DO7884.Superseded values are not recommended for survey control.
 DO7884
 DO7884.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DO7884.See file dsdata.pdf to determine how the superseded data were derived.
 DO7884
 DO7884_MARKER: I = METAL ROD
 DO7884_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DO7884_STAMPING: 2304 BJ 2011
 DO7884_MARK LOGO: MNDT
 DO7884_PROJECTION: RECESSED 5 CENTIMETERS
 DO7884_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DO7884_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DO7884_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DO7884+SATELLITE: SATELLITE OBSERVATIONS - August 26, 2024
 DO7884_ROD/PIPE-DEPTH: 4.0 meters
 DO7884
 DO7884  HISTORY     - Date     Condition        Report By
 DO7884  HISTORY     - 20111010 MONUMENTED       MNDT
 DO7884  HISTORY     - 20240826 GOOD             MNDT
 DO7884
 DO7884                          STATION DESCRIPTION
 DO7884
 DO7884'DESCRIBED BY MN DEPT OF TRANSP 2011
 DO7884'3.4 MILES SOUTHWEST OF PETERSON, 5.35 MILES SOUTHWEST ALONG TRUNK
 DO7884'HIGHWAY 16 FROM JUNCTION OF TRUNK HIGHWAY 16 AND COUNTY ROAD 25 IN
 DO7884'PETERSON, AT TRUNK HIGHWAY 16 MILEPOINT 248.35, 50.4 FEET WEST OF
 DO7884'TRUNK HIGHWAY 16, 19.5 FEET SOUTH OF ENTRANCE, 1.5 FEET NORTH OF
 DO7884'WITNESS POST.
 DO7884
 DO7884                          STATION RECOVERY (2024)
 DO7884
 DO7884'RECOVERY NOTE BY MN DEPT OF TRANSP 2024 (RMJ)
 DO7884'3.4 MI (5.5 KM) SOUTHWEST OF PETERSON, 5.35 MI (8.61 KM) SOUTHWEST
 DO7884'ALONG TRUNK HIGHWAY 16 FROM THE JUNCTION OF TRUNK HIGHWAY 16 AND
 DO7884'COUNTY ROAD 25 IN PETERSON, AT TRUNK HIGHWAY 16 MILE POINT 248.35,
 DO7884'50.4 FT (15.4 M) WEST OF TRUNK HIGHWAY 16, 19.5 FT (5.9 M) SOUTH OF AN
 DO7884'ENTRANCE, 1.5 FT (0.5 M) NORTH OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DO7885 ***********************************************************************
 DO7885  HT_MOD      -  This is a Height Modernization Survey Station.
 DO7885  DESIGNATION -  2304 BK
 DO7885  PID         -  DO7885
 DO7885  STATE/COUNTY-  MN/FILLMORE
 DO7885  COUNTRY     -  US
 DO7885  USGS QUAD   -  RUSHFORD WEST (2019)
 DO7885
 DO7885                         *CURRENT SURVEY CONTROL
 DO7885  ______________________________________________________________________
 DO7885* NAD 83(2011) POSITION- 43 46 38.60821(N) 091 51 22.52047(W)   ADJUSTED
 DO7885* NAD 83(2011) ELLIP HT-   200.601 (meters)        (08/26/13)   ADJUSTED
 DO7885* NAD 83(2011) EPOCH   -  2010.00
 DO7885* NAVD 88 ORTHO HEIGHT -   230.79  (meters)      757.2   (feet) GPS OBS
 DO7885  ______________________________________________________________________
 DO7885  NAVD 88 orthometric height was determined with geoid model    GEOID12A
 DO7885  GEOID HEIGHT    -        -30.195 (meters)                     GEOID12A
 DO7885  GEOID HEIGHT    -        -30.197 (meters)                     GEOID18
 DO7885  NAD 83(2011) X  -   -149,417.282 (meters)                     COMP
 DO7885  NAD 83(2011) Y  - -4,610,347.722 (meters)                     COMP
 DO7885  NAD 83(2011) Z  -  4,390,404.857 (meters)                     COMP
 DO7885  LAPLACE CORR    -         -1.59  (seconds)                    DEFLEC18
 DO7885
 DO7885  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DO7885  Standards:
 DO7885         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DO7885            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DO7885  -------------------------------------------------------------------
 DO7885  NETWORK    0.64   1.39           0.30   0.21   0.71      0.02747387
 DO7885  -------------------------------------------------------------------
 DO7885  Click here for local accuracies and other accuracy information.
 DO7885
 DO7885.The horizontal coordinates were established by GPS observations
 DO7885.and adjusted by the MN DEPT OF TRANSP in August 2013.
 DO7885
 DO7885.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DO7885.been affixed to the stable North American tectonic plate. See 
 DO7885.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DO7885
 DO7885.The horizontal coordinates are valid at the epoch date displayed above
 DO7885.which is a decimal equivalence of Year/Month/Day.
 DO7885
 DO7885.The orthometric height was determined by GPS observations and a
 DO7885.high-resolution geoid model using precise GPS observation and
 DO7885.processing techniques.
 DO7885
 DO7885.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO7885.GEOID18 height accuracy estimate available here.
 DO7885
 DO7885.Click photographs - Photos may exist for this station.
 DO7885
 DO7885.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DO7885
 DO7885.The Laplace correction was computed from DEFLEC18 derived deflections.
 DO7885
 DO7885.The ellipsoidal height was determined by GPS observations
 DO7885.and is referenced to NAD 83.
 DO7885
 DO7885. The following values were computed from the NAD 83(2011) position.
 DO7885
 DO7885;                    North         East     Units Scale Factor Converg.
 DO7885;SPC MN S     -   188,641.362   972,563.578   MT  1.00000129   +1 30 09.4
 DO7885;SPC MN S     -   618,900.87  3,190,819.01   sFT  1.00000129   +1 30 09.4
 DO7885;UTM  15      - 4,847,784.283   592,041.111   MT  0.99970420   +0 47 28.9
 DO7885
 DO7885!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DO7885!SPC MN S     -   0.99996854  x   1.00000129  =   0.99996983
 DO7885!UTM  15      -   0.99996854  x   0.99970420  =   0.99967275
 DO7885
 DO7885:                Primary Azimuth Mark                     Grid Az
 DO7885:SPC MN S     -  2304 U                                   280 18 39.4
 DO7885:UTM  15      -  2304 U                                   281 01 19.9
 DO7885
 DO7885_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWJ9204147784(NAD 83)
 DO7885
 DO7885|---------------------------------------------------------------------|
 DO7885| PID    Reference Object                     Distance      Geod. Az  |
 DO7885|                                                           dddmmss.s |
 DO7885| ON1272 2304 U                              APPROX. 0.6 KM 2814848.8 |
 DO7885|---------------------------------------------------------------------|
 DO7885
 DO7885                          SUPERSEDED SURVEY CONTROL
 DO7885
 DO7885  NAVD 88 (12/23/13)  230.806  (m)          757.24   (f) ADJUSTED    2 1
 DO7885
 DO7885.Superseded values are not recommended for survey control.
 DO7885
 DO7885.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DO7885.See file dsdata.pdf to determine how the superseded data were derived.
 DO7885
 DO7885_MARKER: I = METAL ROD
 DO7885_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DO7885_STAMPING: 2304 BK 2011
 DO7885_MARK LOGO: MNDT
 DO7885_PROJECTION: RECESSED 5 CENTIMETERS
 DO7885_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DO7885_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DO7885_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DO7885+SATELLITE: SATELLITE OBSERVATIONS - August 26, 2024
 DO7885_ROD/PIPE-DEPTH: 7.9 meters
 DO7885
 DO7885  HISTORY     - Date     Condition        Report By
 DO7885  HISTORY     - 20111011 MONUMENTED       MNDT
 DO7885  HISTORY     - 20240826 GOOD             MNDT
 DO7885
 DO7885                          STATION DESCRIPTION
 DO7885
 DO7885'DESCRIBED BY MN DEPT OF TRANSP 2011
 DO7885'1.3 MILES SOUTHWEST OF PETERSON, 2.3 MILES SOUTHWEST ALONG TRUNK
 DO7885'HIGHWAY 16 FROM JUNCTION OF TRUNK HIGHWAY 16 AND COUNTY ROAD 25 IN
 DO7885'PETERSON, AT TRUNK HIGHWAY 16 MILEPOINT 251.4, 32.5 FEET NORTHEAST OF
 DO7885'TRUNK HIGHWAY 16, 1.5 FEET SOUTHWEST OF WITNESS POST.
 DO7885
 DO7885                          STATION RECOVERY (2024)
 DO7885
 DO7885'RECOVERY NOTE BY MN DEPT OF TRANSP 2024 (RMJ)
 DO7885'1.3 MI (2.1 KM) SOUTHWEST OF PETERSON, 2.3 MI (3.7 KM) SOUTHWEST ALONG
 DO7885'TRUNK HIGHWAY 16 FROM THE JUNCTION OF TRUNK HIGHWAY 16 AND COUNTY ROAD
 DO7885'25 IN PETERSON, AT TRUNK HIGHWAY 16 MILE POINT 251.4, 32.5 FT (9.9 M)
 DO7885'NORTHEAST OF TRUNK HIGHWAY 16, 1.5 FT (0.5 M) SOUTHWEST OF A WITNESS
 DO7885'POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DO7887 ***********************************************************************
 DO7887  DESIGNATION -  2304 BL
 DO7887  PID         -  DO7887
 DO7887  STATE/COUNTY-  MN/FILLMORE
 DO7887  COUNTRY     -  US
 DO7887  USGS QUAD   -  RUSHFORD WEST (2019)
 DO7887
 DO7887                         *CURRENT SURVEY CONTROL
 DO7887  ______________________________________________________________________
 DO7887* NAD 83(2011) POSITION- 43 46 33.40175(N) 091 49 49.59559(W)   ADJUSTED
 DO7887* NAD 83(2011) ELLIP HT-   199.941 (meters)        (08/26/13)   ADJUSTED
 DO7887* NAD 83(2011) EPOCH   -  2010.00
 DO7887* NAVD 88 ORTHO HEIGHT -   230.173 (meters)      755.16  (feet) ADJUSTED
 DO7887  ______________________________________________________________________
 DO7887  GEOID HEIGHT    -        -30.218 (meters)                     GEOID18
 DO7887  NAD 83(2011) X  -   -147,343.783 (meters)                     COMP
 DO7887  NAD 83(2011) Y  - -4,610,525.211 (meters)                     COMP
 DO7887  NAD 83(2011) Z  -  4,390,288.373 (meters)                     COMP
 DO7887  LAPLACE CORR    -         -1.92  (seconds)                    DEFLEC18
 DO7887  DYNAMIC HEIGHT  -        230.135 (meters)      755.03  (feet) COMP
 DO7887  MODELED GRAVITY -    980,446.5   (mgal)                       NAVD 88
 DO7887
 DO7887  VERT ORDER      -  SECOND    CLASS I
 DO7887
 DO7887  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DO7887  Standards:
 DO7887         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DO7887            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DO7887  -------------------------------------------------------------------
 DO7887  NETWORK    0.52   1.23           0.24   0.18   0.63     -0.01799701
 DO7887  -------------------------------------------------------------------
 DO7887  Click here for local accuracies and other accuracy information.
 DO7887
 DO7887.The horizontal coordinates were established by GPS observations
 DO7887.and adjusted by the MN DEPT OF TRANSP in August 2013.
 DO7887
 DO7887.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DO7887.been affixed to the stable North American tectonic plate. See 
 DO7887.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DO7887
 DO7887.The horizontal coordinates are valid at the epoch date displayed above
 DO7887.which is a decimal equivalence of Year/Month/Day.
 DO7887
 DO7887.The orthometric height was determined by differential leveling and
 DO7887.adjusted by the NATIONAL GEODETIC SURVEY
 DO7887.in December 2013.
 DO7887
 DO7887.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO7887.GEOID18 height accuracy estimate available here.
 DO7887
 DO7887.Click photographs - Photos may exist for this station.
 DO7887
 DO7887.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DO7887
 DO7887.The Laplace correction was computed from DEFLEC18 derived deflections.
 DO7887
 DO7887.The ellipsoidal height was determined by GPS observations
 DO7887.and is referenced to NAD 83.
 DO7887
 DO7887.The dynamic height is computed by dividing the NAVD 88
 DO7887.geopotential number by the normal gravity value computed on the
 DO7887.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO7887.degrees latitude (g = 980.6199 gals.).
 DO7887
 DO7887.The modeled gravity was interpolated from observed gravity values.
 DO7887
 DO7887. The following values were computed from the NAD 83(2011) position.
 DO7887
 DO7887;                    North         East     Units Scale Factor Converg.
 DO7887;SPC MN S     -   188,535.549   974,645.166   MT  1.00000161   +1 31 14.5
 DO7887;SPC MN S     -   618,553.71  3,197,648.35   sFT  1.00000161   +1 31 14.5
 DO7887;UTM  15      - 4,847,652.673   594,120.612   MT  0.99970896   +0 48 33.1
 DO7887
 DO7887!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DO7887!SPC MN S     -   0.99996865  x   1.00000161  =   0.99997026
 DO7887!UTM  15      -   0.99996865  x   0.99970896  =   0.99967762
 DO7887
 DO7887:                Primary Azimuth Mark                     Grid Az
 DO7887:SPC MN S     -  2304 BM                                  013 25 11.3
 DO7887:UTM  15      -  2304 BM                                  014 07 52.7
 DO7887
 DO7887_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWJ9412047652(NAD 83)
 DO7887
 DO7887|---------------------------------------------------------------------|
 DO7887| PID    Reference Object                     Distance      Geod. Az  |
 DO7887|                                                           dddmmss.s |
 DO7887| DO7888 2304 BM                             APPROX. 1.2 KM 0145625.8 |
 DO7887|---------------------------------------------------------------------|
 DO7887
 DO7887                          SUPERSEDED SURVEY CONTROL
 DO7887
 DO7887  NAVD 88             230.17   (m)          755.1    (f) LEVELING    3  
 DO7887
 DO7887.Superseded values are not recommended for survey control.
 DO7887
 DO7887.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DO7887.See file dsdata.pdf to determine how the superseded data were derived.
 DO7887
 DO7887_MARKER: I = METAL ROD
 DO7887_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DO7887_STAMPING: 2304 BL 2011
 DO7887_MARK LOGO: MNDT
 DO7887_PROJECTION: RECESSED 5 CENTIMETERS
 DO7887_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DO7887_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DO7887_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DO7887+SATELLITE: SATELLITE OBSERVATIONS - August 26, 2024
 DO7887_ROD/PIPE-DEPTH: 18.3 meters
 DO7887
 DO7887  HISTORY     - Date     Condition        Report By
 DO7887  HISTORY     - 20111011 MONUMENTED       MNDT
 DO7887  HISTORY     - 20201208 GOOD             MNDT
 DO7887  HISTORY     - 20240826 GOOD             MNDT
 DO7887
 DO7887                          STATION DESCRIPTION
 DO7887
 DO7887'DESCRIBED BY MN DEPT OF TRANSP 2011
 DO7887'IN RUSHFORD VILLAGE, 0.8 MILE SOUTH OF PETERSON, 0.9 MILE SOUTHWEST
 DO7887'ALONG TRUNK HIGHWAY 16 FROM JUNCTION OF TRUNK HIGHWAY 16 AND COUNTY
 DO7887'ROAD 25 IN PETERSON, AT TRUNK HIGHWAY 16 MILEPOINT 252.80, 49.0 FEET
 DO7887'SOUTHEAST OF TRUNK HIGHWAY 16, 47.0 FEET SOUTHWEST OF DRIVEWAY NUMBER
 DO7887'40996 40998, 1.5 FEET NORTHEAST OF WITNESS POST.
 DO7887
 DO7887                          STATION RECOVERY (2020)
 DO7887
 DO7887'RECOVERY NOTE BY MN DEPT OF TRANSP 2020 (KMS)
 DO7887'RECOVERED IN GOOD CONDITION.
 DO7887
 DO7887                          STATION RECOVERY (2024)
 DO7887
 DO7887'RECOVERY NOTE BY MN DEPT OF TRANSP 2024 (RMJ)
 DO7887'IN RUSHFORD VILLAGE, 0.8 MI (1.3 KM) SOUTH OF PETERSON, 0.9 MI (1.4
 DO7887'KM) SOUTHWEST ALONG TRUNK HIGHWAY 16 FROM THE JUNCTION OF TRUNK
 DO7887'HIGHWAY 16 AND COUNTY ROAD 25 IN PETERSON, AT TRUNK HIGHWAY 16 MILE
 DO7887'POINT 252.80, 49.0 FT (14.9 M) SOUTHEAST OF TRUNK HIGHWAY 16, 47.0 FT
 DO7887'(14.3 M) SOUTHWEST OF DRIVEWAY NUMBERS 40996 AND 40998, 1.5 FT (0.5 M)
 DO7887'NORTHEAST OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DO7888 ***********************************************************************
 DO7888  DESIGNATION -  2304 BM
 DO7888  PID         -  DO7888
 DO7888  STATE/COUNTY-  MN/FILLMORE
 DO7888  COUNTRY     -  US
 DO7888  USGS QUAD   -  RUSHFORD WEST (2019)
 DO7888
 DO7888                         *CURRENT SURVEY CONTROL
 DO7888  ______________________________________________________________________
 DO7888* NAD 83(2011) POSITION- 43 47 11.54196(N) 091 49 35.54752(W)   ADJUSTED
 DO7888* NAD 83(2011) ELLIP HT-   196.886 (meters)        (08/26/13)   ADJUSTED
 DO7888* NAD 83(2011) EPOCH   -  2010.00
 DO7888* NAVD 88 ORTHO HEIGHT -   227.123 (meters)      745.15  (feet) ADJUSTED
 DO7888  ______________________________________________________________________
 DO7888  GEOID HEIGHT    -        -30.225 (meters)                     GEOID18
 DO7888  NAD 83(2011) X  -   -147,003.743 (meters)                     COMP
 DO7888  NAD 83(2011) Y  - -4,609,718.952 (meters)                     COMP
 DO7888  NAD 83(2011) Z  -  4,391,136.161 (meters)                     COMP
 DO7888  LAPLACE CORR    -         -1.82  (seconds)                    DEFLEC18
 DO7888  DYNAMIC HEIGHT  -        227.085 (meters)      745.03  (feet) COMP
 DO7888  MODELED GRAVITY -    980,448.3   (mgal)                       NAVD 88
 DO7888
 DO7888  VERT ORDER      -  SECOND    CLASS I
 DO7888
 DO7888  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DO7888  Standards:
 DO7888         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DO7888            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DO7888  -------------------------------------------------------------------
 DO7888  NETWORK    0.63   1.25           0.29   0.21   0.64     -0.06997253
 DO7888  -------------------------------------------------------------------
 DO7888  Click here for local accuracies and other accuracy information.
 DO7888
 DO7888.The horizontal coordinates were established by GPS observations
 DO7888.and adjusted by the MN DEPT OF TRANSP in August 2013.
 DO7888
 DO7888.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DO7888.been affixed to the stable North American tectonic plate. See 
 DO7888.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DO7888
 DO7888.The horizontal coordinates are valid at the epoch date displayed above
 DO7888.which is a decimal equivalence of Year/Month/Day.
 DO7888
 DO7888.The orthometric height was determined by differential leveling and
 DO7888.adjusted by the NATIONAL GEODETIC SURVEY
 DO7888.in December 2013.
 DO7888
 DO7888.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO7888.GEOID18 height accuracy estimate available here.
 DO7888
 DO7888.Click photographs - Photos may exist for this station.
 DO7888
 DO7888.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DO7888
 DO7888.The Laplace correction was computed from DEFLEC18 derived deflections.
 DO7888
 DO7888.The ellipsoidal height was determined by GPS observations
 DO7888.and is referenced to NAD 83.
 DO7888
 DO7888.The dynamic height is computed by dividing the NAVD 88
 DO7888.geopotential number by the normal gravity value computed on the
 DO7888.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO7888.degrees latitude (g = 980.6199 gals.).
 DO7888
 DO7888.The modeled gravity was interpolated from observed gravity values.
 DO7888
 DO7888. The following values were computed from the NAD 83(2011) position.
 DO7888
 DO7888;                    North         East     Units Scale Factor Converg.
 DO7888;SPC MN S     -   189,720.612   974,927.920   MT  0.99999931   +1 31 24.4
 DO7888;SPC MN S     -   622,441.71  3,198,576.02   sFT  0.99999931   +1 31 24.4
 DO7888;UTM  15      - 4,848,833.790   594,417.972   MT  0.99970965   +0 48 43.4
 DO7888
 DO7888!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DO7888!SPC MN S     -   0.99996913  x   0.99999931  =   0.99996844
 DO7888!UTM  15      -   0.99996913  x   0.99970965  =   0.99967879
 DO7888
 DO7888:                Primary Azimuth Mark                     Grid Az
 DO7888:SPC MN S     -  2304 BL                                  193 25 11.1
 DO7888:UTM  15      -  2304 BL                                  194 07 52.1
 DO7888
 DO7888_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWJ9441748833(NAD 83)
 DO7888
 DO7888|---------------------------------------------------------------------|
 DO7888| PID    Reference Object                     Distance      Geod. Az  |
 DO7888|                                                           dddmmss.s |
 DO7888| DO7887 2304 BL                             APPROX. 1.2 KM 1945635.5 |
 DO7888|---------------------------------------------------------------------|
 DO7888
 DO7888                          SUPERSEDED SURVEY CONTROL
 DO7888
 DO7888  NAVD 88             227.12   (m)          745.1    (f) LEVELING    3  
 DO7888
 DO7888.Superseded values are not recommended for survey control.
 DO7888
 DO7888.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DO7888.See file dsdata.pdf to determine how the superseded data were derived.
 DO7888
 DO7888_MARKER: I = METAL ROD
 DO7888_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DO7888_STAMPING: 2304 BM 2011
 DO7888_MARK LOGO: MNDT
 DO7888_PROJECTION: RECESSED 8 CENTIMETERS
 DO7888_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DO7888_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DO7888_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DO7888+SATELLITE: SATELLITE OBSERVATIONS - August 26, 2024
 DO7888_ROD/PIPE-DEPTH: 24.4 meters
 DO7888
 DO7888  HISTORY     - Date     Condition        Report By
 DO7888  HISTORY     - 20111011 MONUMENTED       MNDT
 DO7888  HISTORY     - 20240826 GOOD             MNDT
 DO7888
 DO7888                          STATION DESCRIPTION
 DO7888
 DO7888'DESCRIBED BY MN DEPT OF TRANSP 2011
 DO7888'IN PETERSON, AT JUNCTION OF TRUNK HIGHWAY 16 AND COUNTY ROAD 25 IN
 DO7888'PETERSON, AT TRUNK HIGHWAY 16 MILEPOINT 253.65, 76.7 FEET WEST OF
 DO7888'TRUNK HIGHWAY 16, 85.5 FEET SOUTH OF COUNTY ROAD 25, 45.1 FEET
 DO7888'SOUTHWEST OF POWER POLE WITH GUY WIRE, 45.4 FEET NORTH OF ENTRANCE TO
 DO7888'PETERSON ROOT RIVER CANOE ACCESS, 1.5 FEET EAST OF WITNESS POST.
 DO7888
 DO7888                          STATION RECOVERY (2024)
 DO7888
 DO7888'RECOVERY NOTE BY MN DEPT OF TRANSP 2024 (RMJ)
 DO7888'IN PETERSON, AT THE JUNCTION OF TRUNK HIGHWAY 16 AND COUNTY ROAD 25 IN
 DO7888'PETERSON, AT TRUNK HIGHWAY 16 MILE POINT 253.65, 76.7 FT (23.4 M) WEST
 DO7888'OF TRUNK HIGHWAY 16, 85.5 FT (26.1 M) SOUTH OF COUNTY ROAD 25, 45.1 FT
 DO7888'(13.7 M) SOUTHWEST OF A POWER POLE WITH A GUY WIRE, 45.4 FT (13.8 M)
 DO7888'NORTH OF AN ENTRANCE TO THE PETERSON ROOT RIVER CANOE ACCESS.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DO7889 ***********************************************************************
 DO7889  DESIGNATION -  2304 BN
 DO7889  PID         -  DO7889
 DO7889  STATE/COUNTY-  MN/FILLMORE
 DO7889  COUNTRY     -  US
 DO7889  USGS QUAD   -  RUSHFORD WEST (2019)
 DO7889
 DO7889                         *CURRENT SURVEY CONTROL
 DO7889  ______________________________________________________________________
 DO7889* NAD 83(2011) POSITION- 43 47 34.09339(N) 091 48 36.94251(W)   ADJUSTED
 DO7889* NAD 83(2011) ELLIP HT-   200.930 (meters)        (08/26/13)   ADJUSTED
 DO7889* NAD 83(2011) EPOCH   -  2010.00
 DO7889* NAVD 88 ORTHO HEIGHT -   231.187 (meters)      758.49  (feet) ADJUSTED
 DO7889  ______________________________________________________________________
 DO7889  GEOID HEIGHT    -        -30.242 (meters)                     GEOID18
 DO7889  NAD 83(2011) X  -   -145,678.876 (meters)                     COMP
 DO7889  NAD 83(2011) Y  - -4,609,282.027 (meters)                     COMP
 DO7889  NAD 83(2011) Z  -  4,391,641.416 (meters)                     COMP
 DO7889  LAPLACE CORR    -         -2.61  (seconds)                    DEFLEC18
 DO7889  DYNAMIC HEIGHT  -        231.148 (meters)      758.36  (feet) COMP
 DO7889  MODELED GRAVITY -    980,445.6   (mgal)                       NAVD 88
 DO7889
 DO7889  VERT ORDER      -  SECOND    CLASS I
 DO7889
 DO7889  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DO7889  Standards:
 DO7889         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DO7889            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DO7889  -------------------------------------------------------------------
 DO7889  NETWORK    0.71   1.25           0.33   0.23   0.64     -0.08998197
 DO7889  -------------------------------------------------------------------
 DO7889  Click here for local accuracies and other accuracy information.
 DO7889
 DO7889.The horizontal coordinates were established by GPS observations
 DO7889.and adjusted by the MN DEPT OF TRANSP in August 2013.
 DO7889
 DO7889.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DO7889.been affixed to the stable North American tectonic plate. See 
 DO7889.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DO7889
 DO7889.The horizontal coordinates are valid at the epoch date displayed above
 DO7889.which is a decimal equivalence of Year/Month/Day.
 DO7889
 DO7889.The orthometric height was determined by differential leveling and
 DO7889.adjusted by the NATIONAL GEODETIC SURVEY
 DO7889.in December 2013.
 DO7889
 DO7889.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO7889.GEOID18 height accuracy estimate available here.
 DO7889
 DO7889.Click photographs - Photos may exist for this station.
 DO7889
 DO7889.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DO7889
 DO7889.The Laplace correction was computed from DEFLEC18 derived deflections.
 DO7889
 DO7889.The ellipsoidal height was determined by GPS observations
 DO7889.and is referenced to NAD 83.
 DO7889
 DO7889.The dynamic height is computed by dividing the NAVD 88
 DO7889.geopotential number by the normal gravity value computed on the
 DO7889.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO7889.degrees latitude (g = 980.6199 gals.).
 DO7889
 DO7889.The modeled gravity was interpolated from observed gravity values.
 DO7889
 DO7889. The following values were computed from the NAD 83(2011) position.
 DO7889
 DO7889;                    North         East     Units Scale Factor Converg.
 DO7889;SPC MN S     -   190,451.342   976,219.172   MT  0.99999796   +1 32 05.5
 DO7889;SPC MN S     -   624,839.11  3,202,812.40   sFT  0.99999796   +1 32 05.5
 DO7889;UTM  15      - 4,849,548.226   595,717.823   MT  0.99971269   +0 49 24.3
 DO7889
 DO7889!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DO7889!SPC MN S     -   0.99996849  x   0.99999796  =   0.99996645
 DO7889!UTM  15      -   0.99996849  x   0.99971269  =   0.99968119
 DO7889
 DO7889_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWJ9571749548(NAD 83)
 DO7889
 DO7889                          SUPERSEDED SURVEY CONTROL
 DO7889
 DO7889  NAVD 88             231.19   (m)          758.5    (f) LEVELING    3  
 DO7889
 DO7889.Superseded values are not recommended for survey control.
 DO7889
 DO7889.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DO7889.See file dsdata.pdf to determine how the superseded data were derived.
 DO7889
 DO7889_MARKER: I = METAL ROD
 DO7889_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DO7889_STAMPING: 2304 BN 2011
 DO7889_MARK LOGO: MNDT
 DO7889_PROJECTION: RECESSED 5 CENTIMETERS
 DO7889_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DO7889_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DO7889_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DO7889+SATELLITE: SATELLITE OBSERVATIONS - August 27, 2024
 DO7889_ROD/PIPE-DEPTH: 18.3 meters
 DO7889
 DO7889  HISTORY     - Date     Condition        Report By
 DO7889  HISTORY     - 20111011 MONUMENTED       MNDT
 DO7889  HISTORY     - 20240827 GOOD             MNDT
 DO7889
 DO7889                          STATION DESCRIPTION
 DO7889
 DO7889'DESCRIBED BY MN DEPT OF TRANSP 2011 (DJH)
 DO7889'1.4 MILES NORTHEAST OF PETERSON, IN RUSHFORD VILLAGE, 1.0 MILE
 DO7889'NORTHEAST ALONG TRUNK HIGHWAY 16 FROM JUNCTION OF TRUNK HIGHWAY 16 AND
 DO7889'COUNTY ROAD 25 IN PETERSON, AT TRUNK HIGHWAY 16 MILEPOINT 254.65, 47.4
 DO7889'FEET NORTHWEST OF TRUNK HIGHWAY 16, 2.4 FEET SOUTHEAST OF RIGHT-OF-WAY
 DO7889'POST, 2.4 FEET SOUTHEAST OF WITNESS POST.
 DO7889
 DO7889                          STATION RECOVERY (2024)
 DO7889
 DO7889'RECOVERY NOTE BY MN DEPT OF TRANSP 2024 (RMJ)
 DO7889'1.4 MI (2.3 KM) NORTHEAST OF PETERSON, IN RUSHFORD VILLAGE, 1.0 MI
 DO7889'(1.6 KM) NORTHEAST ALONG TRUNK HIGHWAY 16 FROM THE JUNCTION OF TRUNK
 DO7889'HIGHWAY 16 AND COUNTY ROAD 25 IN PETERSON, AT TRUNK HIGHWAY 16 MILE
 DO7889'POINT 254.65, 47.4 FT (14.4 M) NORTHWEST OF TRUNK HIGHWAY 16, 2.4 FT
 DO7889'(0.7 M) SOUTHEAST OF A RIGHT-OF-WAY POST, 2.4 FT (0.7 M) SOUTHEAST OF
 DO7889'A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DO7890 ***********************************************************************
 DO7890  DESIGNATION -  2304 BP
 DO7890  PID         -  DO7890
 DO7890  STATE/COUNTY-  MN/FILLMORE
 DO7890  COUNTRY     -  US
 DO7890  USGS QUAD   -  RUSHFORD WEST (2019)
 DO7890
 DO7890                         *CURRENT SURVEY CONTROL
 DO7890  ______________________________________________________________________
 DO7890* NAD 83(1986) POSITION- 43 47 47.58   (N) 091 48 19.06   (W)   HD_HELD1
 DO7890* NAVD 88 ORTHO HEIGHT -   229.845 (meters)      754.08  (feet) ADJUSTED
 DO7890  ______________________________________________________________________
 DO7890  GEOID HEIGHT    -        -30.252 (meters)                     GEOID18
 DO7890  DYNAMIC HEIGHT  -        229.806 (meters)      753.96  (feet) COMP
 DO7890  MODELED GRAVITY -    980,445.0   (mgal)                       NAVD 88
 DO7890
 DO7890  VERT ORDER      -  SECOND    CLASS I
 DO7890
 DO7890.The horizontal coordinates were determined by differentially corrected
 DO7890.hand held GPS observations or other comparable positioning techniques
 DO7890.and have an estimated accuracy of +/- 3 meters.
 DO7890
 DO7890.The orthometric height was determined by differential leveling and
 DO7890.adjusted by the NATIONAL GEODETIC SURVEY
 DO7890.in December 2013.
 DO7890
 DO7890.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO7890.GEOID18 height accuracy estimate available here.
 DO7890
 DO7890.Click photographs - Photos may exist for this station.
 DO7890
 DO7890.The dynamic height is computed by dividing the NAVD 88
 DO7890.geopotential number by the normal gravity value computed on the
 DO7890.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO7890.degrees latitude (g = 980.6199 gals.).
 DO7890
 DO7890.The modeled gravity was interpolated from observed gravity values.
 DO7890
 DO7890;                    North         East    Units  Estimated Accuracy
 DO7890;SPC MN S     -   190,878.2     976,607.7     MT  (+/- 3 meters HH1 GPS) 
 DO7890
 DO7890_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWJ9611149970(NAD 83)
 DO7890
 DO7890                          SUPERSEDED SURVEY CONTROL
 DO7890
 DO7890.No superseded survey control is available for this station.
 DO7890
 DO7890_MARKER: DB = BENCH MARK DISK
 DO7890_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DO7890_SP_SET: BRIDGE RAILING
 DO7890_STAMPING: 2304 BP 1989
 DO7890_MARK LOGO: MNDT
 DO7890_MAGNETIC: N = NO MAGNETIC MATERIAL
 DO7890_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DO7890_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DO7890+SATELLITE: SATELLITE OBSERVATIONS - September 22, 2011
 DO7890
 DO7890  HISTORY     - Date     Condition        Report By
 DO7890  HISTORY     - 19890401 MONUMENTED       MNDT
 DO7890  HISTORY     - 20110922 GOOD             MNDT
 DO7890
 DO7890                          STATION DESCRIPTION
 DO7890
 DO7890'DESCRIBED BY MN DEPT OF TRANSP 2011 (DJH)
 DO7890'2.7 MILES WEST-SOUTHWEST OF RUSHFORD, IN SOUTHWEST RAIL OF TRUNK
 DO7890'HIGHWAY 16 BRIDGE NUMBER 23015 OVER ROOT RIVER, 2.75 MILES
 DO7890'WEST-SOUTHWEST ALONG TRUNK HIGHWAY 16 FROM JUNCTION OF TRUNK HIGHWAY
 DO7890'16 AND TRUNK HIGHWAY 43 IN RUSHFORD, AT TRUNK HIGHWAY 16 MILEPOINT
 DO7890'255.0, 20.5 FEET SOUTHEAST OF TRUNK HIGHWAY 16.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DO7891 ***********************************************************************
 DO7891  DESIGNATION -  2304 BQ
 DO7891  PID         -  DO7891
 DO7891  STATE/COUNTY-  MN/FILLMORE
 DO7891  COUNTRY     -  US
 DO7891  USGS QUAD   -  RUSHFORD WEST (2019)
 DO7891
 DO7891                         *CURRENT SURVEY CONTROL
 DO7891  ______________________________________________________________________
 DO7891* NAD 83(1986) POSITION- 43 47 53.34   (N) 091 48 13.63   (W)   HD_HELD1
 DO7891* NAVD 88 ORTHO HEIGHT -   230.201 (meters)      755.25  (feet) ADJUSTED
 DO7891  ______________________________________________________________________
 DO7891  GEOID HEIGHT    -        -30.255 (meters)                     GEOID18
 DO7891  DYNAMIC HEIGHT  -        230.162 (meters)      755.12  (feet) COMP
 DO7891  MODELED GRAVITY -    980,444.8   (mgal)                       NAVD 88
 DO7891
 DO7891  VERT ORDER      -  SECOND    CLASS I
 DO7891
 DO7891.The horizontal coordinates were determined by differentially corrected
 DO7891.hand held GPS observations or other comparable positioning techniques
 DO7891.and have an estimated accuracy of +/- 3 meters.
 DO7891
 DO7891.The orthometric height was determined by differential leveling and
 DO7891.adjusted by the NATIONAL GEODETIC SURVEY
 DO7891.in December 2013.
 DO7891
 DO7891.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO7891.GEOID18 height accuracy estimate available here.
 DO7891
 DO7891.Click photographs - Photos may exist for this station.
 DO7891
 DO7891.The dynamic height is computed by dividing the NAVD 88
 DO7891.geopotential number by the normal gravity value computed on the
 DO7891.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO7891.degrees latitude (g = 980.6199 gals.).
 DO7891
 DO7891.The modeled gravity was interpolated from observed gravity values.
 DO7891
 DO7891;                    North         East    Units  Estimated Accuracy
 DO7891;SPC MN S     -   191,059.1     976,724.2     MT  (+/- 3 meters HH1 GPS) 
 DO7891
 DO7891_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWJ9623050149(NAD 83)
 DO7891
 DO7891                          SUPERSEDED SURVEY CONTROL
 DO7891
 DO7891.No superseded survey control is available for this station.
 DO7891
 DO7891_MARKER: DB = BENCH MARK DISK
 DO7891_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DO7891_SP_SET: BRIDGE RAILING
 DO7891_STAMPING: 2304 BQ 1989
 DO7891_MARK LOGO: MNDT
 DO7891_MAGNETIC: N = NO MAGNETIC MATERIAL
 DO7891_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DO7891_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DO7891+SATELLITE: SATELLITE OBSERVATIONS - September 22, 2011
 DO7891
 DO7891  HISTORY     - Date     Condition        Report By
 DO7891  HISTORY     - 19890401 MONUMENTED       MNDT
 DO7891  HISTORY     - 20110922 GOOD             MNDT
 DO7891
 DO7891                          STATION DESCRIPTION
 DO7891
 DO7891'DESCRIBED BY MN DEPT OF TRANSP 2011 (DJH)
 DO7891'2.55 MILES WEST-SOUTHWEST OF RUSHFORD, IN NORTHEAST RAIL OF TRUNK
 DO7891'HIGHWAY 16 BRIDGE NUMBER 23015 OVER ROOT RIVER, 2.6 MILES
 DO7891'WEST-SOUTHWEST ALONG TRUNK HIGHWAY 16 FROM JUNCTION OF TRUNK HIGHWAY
 DO7891'16 AND TRUNK HIGHWAY 43 IN RUSHFORD, AT TRUNK HIGHWAY 16 MILEPOINT
 DO7891'255.15, 19.5 FEET NORTHWEST OF TRUNK HIGHWAY 16.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DO7892 ***********************************************************************
 DO7892  DESIGNATION -  2304 BR
 DO7892  PID         -  DO7892
 DO7892  STATE/COUNTY-  MN/FILLMORE
 DO7892  COUNTRY     -  US
 DO7892  USGS QUAD   -  RUSHFORD WEST (2019)
 DO7892
 DO7892                         *CURRENT SURVEY CONTROL
 DO7892  ______________________________________________________________________
 DO7892* NAD 83(2011) POSITION- 43 48 07.19674(N) 091 47 09.86551(W)   ADJUSTED
 DO7892* NAD 83(2011) ELLIP HT-   194.090 (meters)        (08/26/13)   ADJUSTED
 DO7892* NAD 83(2011) EPOCH   -  2010.00
 DO7892* NAVD 88 ORTHO HEIGHT -   224.371 (meters)      736.12  (feet) ADJUSTED
 DO7892  ______________________________________________________________________
 DO7892  GEOID HEIGHT    -        -30.283 (meters)                     GEOID18
 DO7892  NAD 83(2011) X  -   -143,710.810 (meters)                     COMP
 DO7892  NAD 83(2011) Y  - -4,608,631.386 (meters)                     COMP
 DO7892  NAD 83(2011) Z  -  4,392,374.147 (meters)                     COMP
 DO7892  LAPLACE CORR    -         -3.58  (seconds)                    DEFLEC18
 DO7892  DYNAMIC HEIGHT  -        224.333 (meters)      736.00  (feet) COMP
 DO7892  MODELED GRAVITY -    980,445.1   (mgal)                       NAVD 88
 DO7892
 DO7892  VERT ORDER      -  SECOND    CLASS I
 DO7892
 DO7892  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DO7892  Standards:
 DO7892         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DO7892            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DO7892  -------------------------------------------------------------------
 DO7892  NETWORK    0.52   1.10           0.24   0.18   0.56     -0.08529636
 DO7892  -------------------------------------------------------------------
 DO7892  Click here for local accuracies and other accuracy information.
 DO7892
 DO7892.The horizontal coordinates were established by GPS observations
 DO7892.and adjusted by the MN DEPT OF TRANSP in August 2013.
 DO7892
 DO7892.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DO7892.been affixed to the stable North American tectonic plate. See 
 DO7892.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DO7892
 DO7892.The horizontal coordinates are valid at the epoch date displayed above
 DO7892.which is a decimal equivalence of Year/Month/Day.
 DO7892
 DO7892.The orthometric height was determined by differential leveling and
 DO7892.adjusted by the NATIONAL GEODETIC SURVEY
 DO7892.in December 2013.
 DO7892
 DO7892.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO7892.GEOID18 height accuracy estimate available here.
 DO7892
 DO7892.Click photographs - Photos may exist for this station.
 DO7892
 DO7892.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DO7892
 DO7892.The Laplace correction was computed from DEFLEC18 derived deflections.
 DO7892
 DO7892.The ellipsoidal height was determined by GPS observations
 DO7892.and is referenced to NAD 83.
 DO7892
 DO7892.The dynamic height is computed by dividing the NAVD 88
 DO7892.geopotential number by the normal gravity value computed on the
 DO7892.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO7892.degrees latitude (g = 980.6199 gals.).
 DO7892
 DO7892.The modeled gravity was interpolated from observed gravity values.
 DO7892
 DO7892. The following values were computed from the NAD 83(2011) position.
 DO7892
 DO7892;                    North         East     Units Scale Factor Converg.
 DO7892;SPC MN S     -   191,525.079   978,137.565   MT  0.99999601   +1 33 06.5
 DO7892;SPC MN S     -   628,361.86  3,209,106.33   sFT  0.99999601   +1 33 06.5
 DO7892;UTM  15      - 4,850,597.763   597,648.856   MT  0.99971728   +0 50 25.1
 DO7892
 DO7892!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DO7892!SPC MN S     -   0.99996957  x   0.99999601  =   0.99996558
 DO7892!UTM  15      -   0.99996957  x   0.99971728  =   0.99968685
 DO7892
 DO7892:                Primary Azimuth Mark                     Grid Az
 DO7892:SPC MN S     -  2304 AA                                  078 10 28.5
 DO7892:UTM  15      -  2304 AA                                  078 53 09.9
 DO7892
 DO7892_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWJ9764850597(NAD 83)
 DO7892
 DO7892|---------------------------------------------------------------------|
 DO7892| PID    Reference Object                     Distance      Geod. Az  |
 DO7892|                                                           dddmmss.s |
 DO7892| ON0655 2304 AA                             APPROX. 1.1 KM 0794335.0 |
 DO7892|---------------------------------------------------------------------|
 DO7892
 DO7892                          SUPERSEDED SURVEY CONTROL
 DO7892
 DO7892  NAVD 88             224.37   (m)          736.1    (f) LEVELING    3  
 DO7892
 DO7892.Superseded values are not recommended for survey control.
 DO7892
 DO7892.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DO7892.See file dsdata.pdf to determine how the superseded data were derived.
 DO7892
 DO7892_MARKER: I = METAL ROD
 DO7892_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DO7892_STAMPING: 2304 BR 2011
 DO7892_MARK LOGO: MNDT
 DO7892_PROJECTION: FLUSH
 DO7892_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DO7892_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DO7892_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DO7892+SATELLITE: SATELLITE OBSERVATIONS - August 27, 2024
 DO7892_ROD/PIPE-DEPTH: 24.4 meters
 DO7892
 DO7892  HISTORY     - Date     Condition        Report By
 DO7892  HISTORY     - 20111011 MONUMENTED       MNDT
 DO7892  HISTORY     - 20130604 GOOD             MNDT
 DO7892  HISTORY     - 20161122 GOOD             MNDT
 DO7892  HISTORY     - 20240827 GOOD             MNDT
 DO7892
 DO7892                          STATION DESCRIPTION
 DO7892
 DO7892'DESCRIBED BY MN DEPT OF TRANSP 2011
 DO7892'1.75 MILES WEST SOUTHWEST OF RUSHFORD, IN RUSHFORD VILLAGE, 1.65 MILES
 DO7892'WEST-SOUTHWEST ALONG TRUNK HIGHWAY 16 FROM NORTH JUNCTION OF TRUNK
 DO7892'HIGHWAY 16 AND TRUNK HIGHWAY 43 IN RUSHFORD, AT TRUNK HIGHWAY 16
 DO7892'MILEPOINT 256.2, 49.9 FEET NORTH OF TRUNK HIGHWAY 16, 50.8 FEET SOUTH
 DO7892'OF BIKE PATH, 85.5 FEET EAST OF DRIVEWAY NUMBER 43295, 1.5 FEET WEST
 DO7892'OF WITNESS POST.
 DO7892
 DO7892                          STATION RECOVERY (2013)
 DO7892
 DO7892'RECOVERY NOTE BY MN DEPT OF TRANSP 2013 (KMS)
 DO7892'RECOVERED AS DESCRIBED.
 DO7892
 DO7892                          STATION RECOVERY (2016)
 DO7892
 DO7892'RECOVERY NOTE BY MN DEPT OF TRANSP 2016 (DAS)
 DO7892'RECOVERED AS DESCRIBED.
 DO7892'
 DO7892'NOTE-THE STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM ROD
 DO7892'DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION REMOVABLE DISK
 DO7892'SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH PVC
 DO7892'PIPE BACK FILLED WITH WASHED SAND.
 DO7892
 DO7892                          STATION RECOVERY (2024)
 DO7892
 DO7892'RECOVERY NOTE BY MN DEPT OF TRANSP 2024 (RMJ)
 DO7892'IN RUSHFORD VILLAGE, 1.75 MI (2.82 KM) WEST-SOUTHWEST OF RUSHFORD,
 DO7892'1.65 MI (2.65 KM) WEST-SOUTHWEST ALONG TRUNK HIGHWAY 16 FROM THE NORTH
 DO7892'JUNCTION OF TRUNK HIGHWAY 16 AND TRUNK HIGHWAY 43 IN RUSHFORD, AT
 DO7892'TRUNK HIGHWAY 16 MILE POINT 256.2, 49.9 FT (15.2 M) NORTH OF TRUNK
 DO7892'HIGHWAY 16, 85.5 FT (26.1 M) EAST OF DRIVEWAY NUMBER 43295, 50.8 FT
 DO7892'(15.5 M) SOUTH OF A BIKE PATH, 1.5 FT (0.5 M) WEST OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DO7893 ***********************************************************************
 DO7893  DESIGNATION -  2304 BS
 DO7893  PID         -  DO7893
 DO7893  STATE/COUNTY-  MN/FILLMORE
 DO7893  COUNTRY     -  US
 DO7893  USGS QUAD   -  RUSHFORD WEST (2019)
 DO7893
 DO7893                         *CURRENT SURVEY CONTROL
 DO7893  ______________________________________________________________________
 DO7893* NAD 83(2011) POSITION- 43 48 17.85833(N) 091 45 10.75730(W)   ADJUSTED
 DO7893* NAD 83(2011) ELLIP HT-   190.775 (meters)        (08/26/13)   ADJUSTED
 DO7893* NAD 83(2011) EPOCH   -  2010.00
 DO7893* NAVD 88 ORTHO HEIGHT -   221.111 (meters)      725.43  (feet) ADJUSTED
 DO7893  ______________________________________________________________________
 DO7893  GEOID HEIGHT    -        -30.335 (meters)                     GEOID18
 DO7893  NAD 83(2011) X  -   -141,042.477 (meters)                     COMP
 DO7893  NAD 83(2011) Y  - -4,608,483.546 (meters)                     COMP
 DO7893  NAD 83(2011) Z  -  4,392,609.343 (meters)                     COMP
 DO7893  LAPLACE CORR    -         -3.65  (seconds)                    DEFLEC18
 DO7893  DYNAMIC HEIGHT  -        221.075 (meters)      725.31  (feet) COMP
 DO7893  MODELED GRAVITY -    980,450.7   (mgal)                       NAVD 88
 DO7893
 DO7893  VERT ORDER      -  SECOND    CLASS I
 DO7893
 DO7893  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DO7893  Standards:
 DO7893         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DO7893            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DO7893  -------------------------------------------------------------------
 DO7893  NETWORK    0.56   1.00           0.26   0.19   0.51      0.08951912
 DO7893  -------------------------------------------------------------------
 DO7893  Click here for local accuracies and other accuracy information.
 DO7893
 DO7893.The horizontal coordinates were established by GPS observations
 DO7893.and adjusted by the MN DEPT OF TRANSP in August 2013.
 DO7893
 DO7893.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DO7893.been affixed to the stable North American tectonic plate. See 
 DO7893.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DO7893
 DO7893.The horizontal coordinates are valid at the epoch date displayed above
 DO7893.which is a decimal equivalence of Year/Month/Day.
 DO7893
 DO7893.The orthometric height was determined by differential leveling and
 DO7893.adjusted by the NATIONAL GEODETIC SURVEY
 DO7893.in December 2013.
 DO7893
 DO7893.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO7893.GEOID18 height accuracy estimate available here.
 DO7893
 DO7893.Click photographs - Photos may exist for this station.
 DO7893
 DO7893.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DO7893
 DO7893.The Laplace correction was computed from DEFLEC18 derived deflections.
 DO7893
 DO7893.The ellipsoidal height was determined by GPS observations
 DO7893.and is referenced to NAD 83.
 DO7893
 DO7893.The dynamic height is computed by dividing the NAVD 88
 DO7893.geopotential number by the normal gravity value computed on the
 DO7893.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO7893.degrees latitude (g = 980.6199 gals.).
 DO7893
 DO7893.The modeled gravity was interpolated from observed gravity values.
 DO7893
 DO7893. The following values were computed from the NAD 83(2011) position.
 DO7893
 DO7893;                    North         East     Units Scale Factor Converg.
 DO7893;SPC MN S     -   191,926.647   980,789.999   MT  0.99999538   +1 34 30.0
 DO7893;SPC MN S     -   629,679.34  3,217,808.52   sFT  0.99999538   +1 34 30.0
 DO7893;UTM  15      - 4,850,966.256   600,305.341   MT  0.99972375   +0 51 47.7
 DO7893
 DO7893!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DO7893!SPC MN S     -   0.99997009  x   0.99999538  =   0.99996547
 DO7893!UTM  15      -   0.99997009  x   0.99972375  =   0.99969384
 DO7893
 DO7893_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXJ0030550966(NAD 83)
 DO7893
 DO7893                          SUPERSEDED SURVEY CONTROL
 DO7893
 DO7893  NAVD 88             221.11   (m)          725.4    (f) LEVELING    3  
 DO7893
 DO7893.Superseded values are not recommended for survey control.
 DO7893
 DO7893.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DO7893.See file dsdata.pdf to determine how the superseded data were derived.
 DO7893
 DO7893_MARKER: I = METAL ROD
 DO7893_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DO7893_STAMPING: 2304 BS 2011
 DO7893_MARK LOGO: MNDT
 DO7893_PROJECTION: RECESSED 3 CENTIMETERS
 DO7893_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DO7893_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DO7893_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DO7893+SATELLITE: SATELLITE OBSERVATIONS - August 20, 2024
 DO7893_ROD/PIPE-DEPTH: 15.2 meters
 DO7893
 DO7893  HISTORY     - Date     Condition        Report By
 DO7893  HISTORY     - 20111011 MONUMENTED       MNDT
 DO7893  HISTORY     - 20130508 GOOD             MNDT
 DO7893  HISTORY     - 20160907 GOOD             MNDT
 DO7893  HISTORY     - 20240820 GOOD             MNDT
 DO7893
 DO7893                          STATION DESCRIPTION
 DO7893
 DO7893'DESCRIBED BY MN DEPT OF TRANSP 2011
 DO7893'IN RUSHFORD, AT NORTH JUNCTION OF TRUNK HIGHWAY 16 AND TRUNK HIGHWAY
 DO7893'43 IN RUSHFORD, AT TRUNK HIGHWAY 16 MILEPOINT 257.95, 55.1 FEET EAST
 DO7893'OF TRUNK HIGHWAY 43, 126.2 FEET SOUTH OF EXTENDED TRUNK HIGHWAY 16,
 DO7893'25.6 FEET SOUTH OF DRIVEWAY, 1.5 FEET NORTH OF WITNESS POST.
 DO7893
 DO7893                          STATION RECOVERY (2013)
 DO7893
 DO7893'RECOVERY NOTE BY MN DEPT OF TRANSP 2013 (MPP)
 DO7893'IN RUSHFORD, AT NORTH JUNCTION OF TRUNK HIGHWAY 16 AND TRUNK HIGHWAY
 DO7893'43 IN RUSHFORD, AT TRUNK HIGHWAY 16 MILEPOINT 257.95, 55.1 FEET EAST
 DO7893'OF TRUNK HIGHWAY 43, 126.2 FEET SOUTH OF EXTENDED TRUNK HIGHWAY 16,
 DO7893'25.6 FEET SOUTH OF DRIVEWAY, 1.5 FEET NORTH OF WITNESS POST.
 DO7893
 DO7893                          STATION RECOVERY (2016)
 DO7893
 DO7893'RECOVERY NOTE BY MN DEPT OF TRANSP 2016 (KMS)
 DO7893'RECOVERED AS DESCRIBED.
 DO7893'
 DO7893'NOTE-THE STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM ROD
 DO7893'DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION REMOVABLE DISK
 DO7893'SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH PVC
 DO7893'PIPE BACK FILLED WITH WASHED SAND.
 DO7893
 DO7893                          STATION RECOVERY (2024)
 DO7893
 DO7893'RECOVERY NOTE BY MN DEPT OF TRANSP 2024 (KMS)
 DO7893'IN RUSHFORD, AT THE NORTH JUNCTION OF TRUNK HIGHWAY 16 AND TRUNK
 DO7893'HIGHWAY 43 IN RUSHFORD, AT TRUNK HIGHWAY 16 MILE POINT 257.95, 55.1 FT
 DO7893'(16.8 M) EAST OF TRUNK HIGHWAY 43, 126.2 FT (38.5 M) SOUTH OF EXTENDED
 DO7893'TRUNK HIGHWAY 16, 25.6 FT (7.8 M) SOUTH OF A DRIVEWAY, 1.5 FT (0.5 M)
 DO7893'NORTH OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DP4820 ***********************************************************************
 DP4820  DESIGNATION -  2304 BT
 DP4820  PID         -  DP4820
 DP4820  STATE/COUNTY-  MN/FILLMORE
 DP4820  COUNTRY     -  US
 DP4820  USGS QUAD   -  RUSHFORD WEST (2019)
 DP4820
 DP4820                         *CURRENT SURVEY CONTROL
 DP4820  ______________________________________________________________________
 DP4820* NAD 83(1986) POSITION- 43 47 55.45   (N) 091 45 10.22   (W)   HD_HELD1
 DP4820* NAVD 88 ORTHO HEIGHT -   221.475 (meters)      726.62  (feet) ADJUSTED
 DP4820  ______________________________________________________________________
 DP4820  GEOID HEIGHT    -        -30.330 (meters)                     GEOID18
 DP4820  DYNAMIC HEIGHT  -        221.439 (meters)      726.50  (feet) COMP
 DP4820  MODELED GRAVITY -    980,449.2   (mgal)                       NAVD 88
 DP4820
 DP4820  VERT ORDER      -  SECOND    CLASS I
 DP4820
 DP4820.The horizontal coordinates were determined by differentially corrected
 DP4820.hand held GPS observations or other comparable positioning techniques
 DP4820.and have an estimated accuracy of +/- 3 meters.
 DP4820
 DP4820.The orthometric height was determined by differential leveling and
 DP4820.adjusted by the NATIONAL GEODETIC SURVEY
 DP4820.in June 2015.
 DP4820
 DP4820.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP4820.GEOID18 height accuracy estimate available here.
 DP4820
 DP4820.Click photographs - Photos may exist for this station.
 DP4820
 DP4820.The dynamic height is computed by dividing the NAVD 88
 DP4820.geopotential number by the normal gravity value computed on the
 DP4820.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP4820.degrees latitude (g = 980.6199 gals.).
 DP4820
 DP4820.The modeled gravity was interpolated from observed gravity values.
 DP4820
 DP4820;                    North         East    Units  Estimated Accuracy
 DP4820;SPC MN S     -   191,235.6     980,821.0     MT  (+/- 3 meters HH1 GPS) 
 DP4820
 DP4820_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXJ0032750275(NAD 83)
 DP4820
 DP4820                          SUPERSEDED SURVEY CONTROL
 DP4820
 DP4820.No superseded survey control is available for this station.
 DP4820
 DP4820_MARKER: I = METAL ROD
 DP4820_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DP4820_STAMPING: 2304 BT 2013
 DP4820_MARK LOGO: MNDT
 DP4820_PROJECTION: RECESSED 8 CENTIMETERS
 DP4820_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DP4820_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DP4820_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP4820+SATELLITE: SATELLITE OBSERVATIONS - August 20, 2024
 DP4820_ROD/PIPE-DEPTH: 18.3 meters
 DP4820
 DP4820  HISTORY     - Date     Condition        Report By
 DP4820  HISTORY     - 20130612 MONUMENTED       MNDT
 DP4820  HISTORY     - 20161122 GOOD             MNDT
 DP4820  HISTORY     - 20240820 GOOD             MNDT
 DP4820
 DP4820                          STATION DESCRIPTION
 DP4820
 DP4820'DESCRIBED BY MN DEPT OF TRANSP 2013
 DP4820'THE STATION IS LOCATED ABOUT 8.0 MI (12.9 KM) EAST-SOUTHEAST OF
 DP4820'ARENDAHL, 4.5 MI (7.2 KM) NORTH OF BRATSBERG AND 0.7 MI (1.1 KM) SOUTH
 DP4820'OF RUSHFORD IN RUSHFORD VILLAGE.
 DP4820'
 DP4820'TO REACH THE MARK GO 0.10 MI (0.2 KM) NORTH ALONG TRUNK HIGHWAY 43 AND
 DP4820'TRUNK HIGHWAY 16 FROM SOUTH JUNCTION OF TRUNK HIGHWAY 43 AND TRUNK
 DP4820'HIGHWAY 16 INCH (41 CM) RUSHFORD VILLAGE, AT TRUNK HIGHWAY 16 MILE
 DP4820'POINT 258.35.
 DP4820'
 DP4820'IT IS 40.4 FT (12.3 M) EAST OF TRUNK HIGHWAY 43 AND TRUNK HIGHWAY 1
 DP4820'AND 1.5 FT (0.5 M) WEST OF A WITNESS POST.
 DP4820
 DP4820                          STATION RECOVERY (2016)
 DP4820
 DP4820'RECOVERY NOTE BY MN DEPT OF TRANSP 2016 (DAS)
 DP4820'RECOVERED AS DESCRIBED.
 DP4820'
 DP4820'NOTE-THE STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM ROD
 DP4820'DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION REMOVABLE DISK
 DP4820'SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH PVC
 DP4820'PIPE BACK FILLED WITH WASHED SAND.
 DP4820
 DP4820                          STATION RECOVERY (2024)
 DP4820
 DP4820'RECOVERY NOTE BY MN DEPT OF TRANSP 2024 (KMS)
 DP4820'IN RUSHFORD, 0.1 MI (0.2 KM) NORTH ALONG TRUNK HIGHWAY 43 AND TRUNK
 DP4820'HIGHWAY 16 FROM THE SOUTH JUNCTION OF TRUNK HIGHWAY 43 AND TRUNK
 DP4820'HIGHWAY 16 IN RUSHFORD VILLAGE, AT TRUNK HIGHWAY 16 MILE POINT 258.35,
 DP4820'40.4 FT (12.3 M) EAST OF TRUNK HIGHWAY 43 AND TRUNK HIGHWAY 16, 1.5 FT
 DP4820'(0.5 M) WEST OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DO7870 ***********************************************************************
 DO7870  DESIGNATION -  2304 F
 DO7870  PID         -  DO7870
 DO7870  STATE/COUNTY-  MN/FILLMORE
 DO7870  COUNTRY     -  US
 DO7870  USGS QUAD   -  LANESBORO (2019)
 DO7870
 DO7870                         *CURRENT SURVEY CONTROL
 DO7870  ______________________________________________________________________
 DO7870* NAD 83(1986) POSITION- 43 43 15.4    (N) 091 57 44.0    (W)   HD_HELD2
 DO7870* NAVD 88 ORTHO HEIGHT -   251.494 (meters)      825.11  (feet) ADJUSTED
 DO7870  ______________________________________________________________________
 DO7870  GEOID HEIGHT    -        -30.184 (meters)                     GEOID18
 DO7870  DYNAMIC HEIGHT  -        251.446 (meters)      824.95  (feet) COMP
 DO7870  MODELED GRAVITY -    980,425.0   (mgal)                       NAVD 88
 DO7870
 DO7870  VERT ORDER      -  SECOND    CLASS I
 DO7870
 DO7870.The horizontal coordinates were established by autonomous hand held GPS
 DO7870.observations and have an estimated accuracy of +/- 10 meters.
 DO7870
 DO7870.The orthometric height was determined by differential leveling and
 DO7870.adjusted by the NATIONAL GEODETIC SURVEY
 DO7870.in December 2013.
 DO7870
 DO7870.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO7870.GEOID18 height accuracy estimate available here.
 DO7870
 DO7870.Click photographs - Photos may exist for this station.
 DO7870
 DO7870.The dynamic height is computed by dividing the NAVD 88
 DO7870.geopotential number by the normal gravity value computed on the
 DO7870.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO7870.degrees latitude (g = 980.6199 gals.).
 DO7870
 DO7870.The modeled gravity was interpolated from observed gravity values.
 DO7870
 DO7870;                    North         East    Units  Estimated Accuracy
 DO7870;SPC MN S     -   182,153.      964,192.      MT  (+/- 10 meters HH2 GPS)
 DO7870
 DO7870_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWJ8359241402(NAD 83)
 DO7870
 DO7870                          SUPERSEDED SURVEY CONTROL
 DO7870
 DO7870.No superseded survey control is available for this station.
 DO7870
 DO7870_MARKER: DB = BENCH MARK DISK
 DO7870_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 DO7870_STAMPING: 2304 F 19
 DO7870_MARK LOGO: MNHD
 DO7870_PROJECTION: PROJECTING 30 CENTIMETERS
 DO7870_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DO7870_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DO7870_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DO7870+SATELLITE: SATELLITE OBSERVATIONS - August 21, 2024
 DO7870
 DO7870  HISTORY     - Date     Condition        Report By
 DO7870  HISTORY     - 19650401 MONUMENTED       MNHD
 DO7870  HISTORY     - 20110914 GOOD             MNDT
 DO7870  HISTORY     - 20240821 GOOD             MNDT
 DO7870
 DO7870                          STATION DESCRIPTION
 DO7870
 DO7870'DESCRIBED BY MN DEPT OF TRANSP 2011 (JBG)
 DO7870'0.7 MILE EAST OF LANESBORO, 0.3 MILE EAST ALONG TRUNK HIGHWAY 16 FROM
 DO7870'JUNCTION OF TRUNK HIGHWAY 16 AND COFFEE STREET, AT TRUNK HIGHWAY
 DO7870'MILEPOINT 240.75, AT SOUTHEAST END OF TRUNK HIGHWAY 16 CURVE TO NORTH,
 DO7870'AT TRUNK HIGHWAY 16 STATION 65+76, 42.0 FEET SOUTH OF TRUNK HIGHWAY
 DO7870'16, 37.0 FEET SOUTHEAST OF SOUTHEAST CORNER OF TRUNK HIGHWAY 16 BOX
 DO7870'CULVERT, 47.0 FEET SOUTHEAST OF SOUTHWEST CORNER OF TRUNK HIGHWAY 16
 DO7870'BOX CULVERT, 1.0 FOOT NORTH OF WITNESS POST.
 DO7870
 DO7870                          STATION RECOVERY (2024)
 DO7870
 DO7870'RECOVERY NOTE BY MN DEPT OF TRANSP 2024 (KMS)
 DO7870'0.7 MI (1.1 KM) EAST OF LANESBORO, 0.3 MI (0.5 KM) EAST ALONG TRUNK
 DO7870'HIGHWAY 16 FROM THE JUNCTION OF TRUNK HIGHWAY 16 AND COFFEE STREET, AT
 DO7870'TRUNK HIGHWAY MILE POINT 240.75, AT THE SOUTHEAST END OF A TRUNK
 DO7870'HIGHWAY 16 CURVE TO THE NORTH, AT TRUNK HIGHWAY 16 STATION 65+76, 42.0
 DO7870'FT (12.8 M) SOUTH OF TRUNK HIGHWAY 16, 47.0 FT (14.3 M) SOUTHEAST OF
 DO7870'THE SOUTHWEST CORNER OF A TRUNK HIGHWAY 16 BOX CULVERT, 37.0 FT (11.3
 DO7870'M) SOUTHEAST OF THE SOUTHEAST CORNER OF A TRUNK HIGHWAY 16 BOX
 DO7870'CULVERT, 1.0 FT (0.3 M) NORTH OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DO7872 ***********************************************************************
 DO7872  DESIGNATION -  2304 G
 DO7872  PID         -  DO7872
 DO7872  STATE/COUNTY-  MN/FILLMORE
 DO7872  COUNTRY     -  US
 DO7872  USGS QUAD   -  LANESBORO (2019)
 DO7872
 DO7872                         *CURRENT SURVEY CONTROL
 DO7872  ______________________________________________________________________
 DO7872* NAD 83(1986) POSITION- 43 43 55.6    (N) 091 57 36.9    (W)   HD_HELD2
 DO7872* NAVD 88 ORTHO HEIGHT -   249.697 (meters)      819.21  (feet) ADJUSTED
 DO7872  ______________________________________________________________________
 DO7872  GEOID HEIGHT    -        -30.181 (meters)                     GEOID18
 DO7872  DYNAMIC HEIGHT  -        249.651 (meters)      819.06  (feet) COMP
 DO7872  MODELED GRAVITY -    980,427.7   (mgal)                       NAVD 88
 DO7872
 DO7872  VERT ORDER      -  SECOND    CLASS I
 DO7872
 DO7872.The horizontal coordinates were established by autonomous hand held GPS
 DO7872.observations and have an estimated accuracy of +/- 10 meters.
 DO7872
 DO7872.The orthometric height was determined by differential leveling and
 DO7872.adjusted by the NATIONAL GEODETIC SURVEY
 DO7872.in December 2013.
 DO7872
 DO7872.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO7872.GEOID18 height accuracy estimate available here.
 DO7872
 DO7872.Click photographs - Photos may exist for this station.
 DO7872
 DO7872.The dynamic height is computed by dividing the NAVD 88
 DO7872.geopotential number by the normal gravity value computed on the
 DO7872.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO7872.degrees latitude (g = 980.6199 gals.).
 DO7872
 DO7872.The modeled gravity was interpolated from observed gravity values.
 DO7872
 DO7872;                    North         East    Units  Estimated Accuracy
 DO7872;SPC MN S     -   183,398.      964,320.      MT  (+/- 10 meters HH2 GPS)
 DO7872
 DO7872_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWJ8373542644(NAD 83)
 DO7872
 DO7872                          SUPERSEDED SURVEY CONTROL
 DO7872
 DO7872.No superseded survey control is available for this station.
 DO7872
 DO7872_MARKER: DB = BENCH MARK DISK
 DO7872_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 DO7872_STAMPING: 2304 G 19
 DO7872_MARK LOGO: MNHD
 DO7872_PROJECTION: RECESSED 5 CENTIMETERS
 DO7872_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DO7872_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DO7872_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DO7872+SATELLITE: SATELLITE OBSERVATIONS - August 21, 2024
 DO7872
 DO7872  HISTORY     - Date     Condition        Report By
 DO7872  HISTORY     - 19650401 MONUMENTED       MNHD
 DO7872  HISTORY     - 20110914 GOOD             MNDT
 DO7872  HISTORY     - 20240821 GOOD             MNDT
 DO7872
 DO7872                          STATION DESCRIPTION
 DO7872
 DO7872'DESCRIBED BY MN DEPT OF TRANSP 2011 (JBG)
 DO7872'1.1 MILES NORTHEAST OF LANESBORO, 1.2 MILES EAST AND NORTH ALONG TRUNK
 DO7872'HIGHWAY 16 FROM JUNCTION OF TRUNK HIGHWAY 16 AND COFFEE STREET IN
 DO7872'LANESBURO, AT TRUNK HIGHWAY 16 MILEPOINT 241.6, 44.5 FEET SOUTHEAST OF
 DO7872'TRUNK HIGHWAY 16, 137.0 FEET NORTHEAST OF SOUTHEAST CORNER OF TRUNK
 DO7872'HIGHWAY 16 BOX CULVERT, 38.0 FEET NORTHEAST OF FIELD ENTRANCE
 DO7872'NORTHWEST EXTENDED, 0.5 FOOT NORTHWEST OF WITNESS POST.
 DO7872
 DO7872                          STATION RECOVERY (2024)
 DO7872
 DO7872'RECOVERY NOTE BY MN DEPT OF TRANSP 2024 (RMJ)
 DO7872'1.1 MI (1.8 KM) NORTHEAST OF LANESBORO, 1.2 MI (1.9 KM) EAST AND NORTH
 DO7872'ALONG TRUNK HIGHWAY 16 FROM THE JUNCTION OF TRUNK HIGHWAY 16 AND
 DO7872'COFFEE STREET IN LANESBORO, AT TRUNK HIGHWAY 16 MILE POINT 241.6, 44.5
 DO7872'FT (13.6 M) SOUTHEAST OF TRUNK HIGHWAY 16, 137.0 FT (41.8 M) NORTHEAST
 DO7872'OF THE SOUTHEAST CORNER OF A TRUNK HIGHWAY 16 BOX CULVERT, 38.0 FT
 DO7872'(11.6 M) NORTHEAST OF A FIELD ENTRANCE NORTHWEST EXTENDED, 0.5 FT (15
 DO7872'CM) NORTHWEST OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DO7875 ***********************************************************************
 DO7875  DESIGNATION -  2304 J
 DO7875  PID         -  DO7875
 DO7875  STATE/COUNTY-  MN/FILLMORE
 DO7875  COUNTRY     -  US
 DO7875  USGS QUAD   -  LANESBORO (2019)
 DO7875
 DO7875                         *CURRENT SURVEY CONTROL
 DO7875  ______________________________________________________________________
 DO7875* NAD 83(1986) POSITION- 43 44 16.1    (N) 091 56 09.7    (W)   HD_HELD2
 DO7875* NAVD 88 ORTHO HEIGHT -   244.533 (meters)      802.27  (feet) ADJUSTED
 DO7875  ______________________________________________________________________
 DO7875  GEOID HEIGHT    -        -30.183 (meters)                     GEOID18
 DO7875  DYNAMIC HEIGHT  -        244.488 (meters)      802.12  (feet) COMP
 DO7875  MODELED GRAVITY -    980,427.9   (mgal)                       NAVD 88
 DO7875
 DO7875  VERT ORDER      -  SECOND    CLASS I
 DO7875
 DO7875.The horizontal coordinates were established by autonomous hand held GPS
 DO7875.observations and have an estimated accuracy of +/- 10 meters.
 DO7875
 DO7875.The orthometric height was determined by differential leveling and
 DO7875.adjusted by the NATIONAL GEODETIC SURVEY
 DO7875.in December 2013.
 DO7875
 DO7875.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO7875.GEOID18 height accuracy estimate available here.
 DO7875
 DO7875.Click photographs - Photos may exist for this station.
 DO7875
 DO7875.The dynamic height is computed by dividing the NAVD 88
 DO7875.geopotential number by the normal gravity value computed on the
 DO7875.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO7875.degrees latitude (g = 980.6199 gals.).
 DO7875
 DO7875.The modeled gravity was interpolated from observed gravity values.
 DO7875
 DO7875;                    North         East    Units  Estimated Accuracy
 DO7875;SPC MN S     -   184,079.      966,255.      MT  (+/- 10 meters HH2 GPS)
 DO7875
 DO7875_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWJ8567843302(NAD 83)
 DO7875
 DO7875                          SUPERSEDED SURVEY CONTROL
 DO7875
 DO7875.No superseded survey control is available for this station.
 DO7875
 DO7875_MARKER: DB = BENCH MARK DISK
 DO7875_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 DO7875_STAMPING: 2304-J
 DO7875_MARK LOGO: MNHD
 DO7875_PROJECTION: RECESSED 15 CENTIMETERS
 DO7875_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DO7875_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DO7875_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DO7875+SATELLITE: SATELLITE OBSERVATIONS - August 21, 2024
 DO7875
 DO7875  HISTORY     - Date     Condition        Report By
 DO7875  HISTORY     - 19650401 MONUMENTED       MNHD
 DO7875  HISTORY     - 20110914 GOOD             MNDT
 DO7875  HISTORY     - 20240821 GOOD             MNDT
 DO7875
 DO7875                          STATION DESCRIPTION
 DO7875
 DO7875'DESCRIBED BY MN DEPT OF TRANSP 2011 (JBG)
 DO7875'1.0 MILE NORTHWEST OF WHALAN, AT TRUNK HIGHWAY 16 MILEPOINT 243.7,
 DO7875'85.0 FEET WEST OF TRUNK HIGHWAY 16, 67.0 FEET NORTHWEST OF PRIVATE
 DO7875'ROAD FIRE NUMBER 35768, 57.0 FEET SOUTH OF CULVERT OUTLET UNDER TRUNK
 DO7875'HIGHWAY 16 (ON LINE WITH CULVERT), 46.0 FEET SOUTHEAST OF FIELD
 DO7875'ENTRANCE SOUTHWEST, 1.5 FEET EAST OF WITNESS POST AND FENCE LINE.
 DO7875
 DO7875                          STATION RECOVERY (2024)
 DO7875
 DO7875'RECOVERY NOTE BY MN DEPT OF TRANSP 2024 (RMJ)
 DO7875'1.0 MI (1.6 KM) NORTHWEST OF WHALAN, AT TRUNK HIGHWAY 16 MILE POINT
 DO7875'243.7, 85.0 FT (25.9 M) WEST OF TRUNK HIGHWAY 16, 67.0 FT (20.4 M)
 DO7875'NORTHWEST OF A PRIVATE ROAD FIRE NUMBER 35768, 57.0 FT (17.4 M) SOUTH
 DO7875'OF A CULVERT OUTLET UNDER TRUNK HIGHWAY 16 (ON LINE WITH A CULVERT),
 DO7875'46.0 FT (14.0 M) SOUTHEAST OF A FIELD ENTRANCE SOUTHWEST, 1.5 FT (0.5
 DO7875'M) EAST OF A WITNESS POST AND A FENCE LINE.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DO7878 ***********************************************************************
 DO7878  DESIGNATION -  2304 L
 DO7878  PID         -  DO7878
 DO7878  STATE/COUNTY-  MN/FILLMORE
 DO7878  COUNTRY     -  US
 DO7878  USGS QUAD   -  LANESBORO (2019)
 DO7878
 DO7878                         *CURRENT SURVEY CONTROL
 DO7878  ______________________________________________________________________
 DO7878* NAD 83(2011) POSITION- 43 43 51.47687(N) 091 55 23.04214(W)   ADJUSTED
 DO7878* NAD 83(2011) ELLIP HT-   208.031 (meters)        (08/26/13)   ADJUSTED
 DO7878* NAD 83(2011) EPOCH   -  2010.00
 DO7878* NAVD 88 ORTHO HEIGHT -   238.216 (meters)      781.55  (feet) ADJUSTED
 DO7878  ______________________________________________________________________
 DO7878  GEOID HEIGHT    -        -30.190 (meters)                     GEOID18
 DO7878  NAD 83(2011) X  -   -154,913.114 (meters)                     COMP
 DO7878  NAD 83(2011) Y  - -4,613,741.061 (meters)                     COMP
 DO7878  NAD 83(2011) Z  -  4,386,684.035 (meters)                     COMP
 DO7878  LAPLACE CORR    -         -0.05  (seconds)                    DEFLEC18
 DO7878  DYNAMIC HEIGHT  -        238.172 (meters)      781.40  (feet) COMP
 DO7878  MODELED GRAVITY -    980,427.7   (mgal)                       NAVD 88
 DO7878
 DO7878  VERT ORDER      -  SECOND    CLASS I
 DO7878
 DO7878  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DO7878  Standards:
 DO7878         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DO7878            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DO7878  -------------------------------------------------------------------
 DO7878  NETWORK    1.00   1.86           0.47   0.31   0.95      0.07971552
 DO7878  -------------------------------------------------------------------
 DO7878  Click here for local accuracies and other accuracy information.
 DO7878
 DO7878.The horizontal coordinates were established by GPS observations
 DO7878.and adjusted by the MN DEPT OF TRANSP in August 2013.
 DO7878
 DO7878.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DO7878.been affixed to the stable North American tectonic plate. See 
 DO7878.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DO7878
 DO7878.The horizontal coordinates are valid at the epoch date displayed above
 DO7878.which is a decimal equivalence of Year/Month/Day.
 DO7878
 DO7878.The orthometric height was determined by differential leveling and
 DO7878.adjusted by the NATIONAL GEODETIC SURVEY
 DO7878.in December 2013.
 DO7878
 DO7878.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO7878.GEOID18 height accuracy estimate available here.
 DO7878
 DO7878.Click photographs - Photos may exist for this station.
 DO7878
 DO7878.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DO7878
 DO7878.The Laplace correction was computed from DEFLEC18 derived deflections.
 DO7878
 DO7878.The ellipsoidal height was determined by GPS observations
 DO7878.and is referenced to NAD 83.
 DO7878
 DO7878.The dynamic height is computed by dividing the NAVD 88
 DO7878.geopotential number by the normal gravity value computed on the
 DO7878.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO7878.degrees latitude (g = 980.6199 gals.).
 DO7878
 DO7878.The modeled gravity was interpolated from observed gravity values.
 DO7878
 DO7878. The following values were computed from the NAD 83(2011) position.
 DO7878
 DO7878;                    North         East     Units Scale Factor Converg.
 DO7878;SPC MN S     -   183,345.943   967,317.713   MT  1.00001176   +1 27 20.8
 DO7878;SPC MN S     -   601,527.48  3,173,608.20   sFT  1.00001176   +1 27 20.8
 DO7878;UTM  15      - 4,842,556.004   586,731.552   MT  0.99969252   +0 44 40.2
 DO7878
 DO7878!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DO7878!SPC MN S     -   0.99996738  x   1.00001176  =   0.99997914
 DO7878!UTM  15      -   0.99996738  x   0.99969252  =   0.99965991
 DO7878
 DO7878:                Primary Azimuth Mark                     Grid Az
 DO7878:SPC MN S     -  2304 BG                                  087 16 56.2
 DO7878:UTM  15      -  2304 BG                                  087 59 36.8
 DO7878
 DO7878_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWJ8673142556(NAD 83)
 DO7878
 DO7878|---------------------------------------------------------------------|
 DO7878| PID    Reference Object                     Distance      Geod. Az  |
 DO7878|                                                           dddmmss.s |
 DO7878| DO7880 2304 BG                             461.488 METERS 0884417.0 |
 DO7878|---------------------------------------------------------------------|
 DO7878
 DO7878                          SUPERSEDED SURVEY CONTROL
 DO7878
 DO7878  NAVD 88             238.22   (m)          781.6    (f) LEVELING    3  
 DO7878
 DO7878.Superseded values are not recommended for survey control.
 DO7878
 DO7878.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DO7878.See file dsdata.pdf to determine how the superseded data were derived.
 DO7878
 DO7878_MARKER: DB = BENCH MARK DISK
 DO7878_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 DO7878_STAMPING: 2304-L
 DO7878_MARK LOGO: MNHD
 DO7878_PROJECTION: RECESSED 30 CENTIMETERS
 DO7878_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DO7878_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DO7878_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DO7878+SATELLITE: SATELLITE OBSERVATIONS - August 21, 2024
 DO7878
 DO7878  HISTORY     - Date     Condition        Report By
 DO7878  HISTORY     - 19650401 MONUMENTED       MNHD
 DO7878  HISTORY     - 20110914 GOOD             MNDT
 DO7878  HISTORY     - 20120418 GOOD             MNDT
 DO7878  HISTORY     - 20240821 GOOD             MNDT
 DO7878
 DO7878                          STATION DESCRIPTION
 DO7878
 DO7878'DESCRIBED BY MN DEPT OF TRANSP 2011 (JBG)
 DO7878'0.2 MILE EAST OF WHALAN, 0.2 MILE EAST ALONG TRUNK HIGHWAY 16 FROM
 DO7878'JUNCTION OF TRUNK HIGHWAY 16 AND FAIRWAY ROAD, AT TRUNK HIGHWAY 16
 DO7878'MILEPOINT 244.65, 48.0 FEET NORTH OF TRUNK HIGHWAY 16, 171.0 FEET EAST
 DO7878'OF CULVERT OUTLET UNDER TRUNK HIGHWAY 16, 153.0 FEET EAST OF GUARDRAIL
 DO7878'ANCHOR POST, 1.25 FEET SOUTH OF WITNESS POST.
 DO7878
 DO7878                          STATION RECOVERY (2012)
 DO7878
 DO7878'RECOVERY NOTE BY MN DEPT OF TRANSP 2012 (DXS)
 DO7878'0.2 MILE EAST OF WHALAN, 0.2 MILE EAST ALONG TRUNK HIGHWAY 16 FROM
 DO7878'JUNCTION OF TRUNK HIGHWAY 16 AND FAIRWAY ROAD, AT TRUNK HIGHWAY 16
 DO7878'MILEPOINT 244.65, 48.0 FEET NORTH OF TRUNK HIGHWAY 16, 171.0 FEET EAST
 DO7878'OF CULVERT OUTLET UNDER TRUNK HIGHWAY 16, 153.0 FEET EAST OF GUARD
 DO7878'RAIL ANCHOR POST, 1.25 FEET SOUTH OF WITNESS POST.
 DO7878
 DO7878                          STATION RECOVERY (2024)
 DO7878
 DO7878'RECOVERY NOTE BY MN DEPT OF TRANSP 2024 (RMJ)
 DO7878'0.2 MI (0.3 KM) EAST OF WHALAN, 0.2 MI (0.3 KM) EAST ALONG TRUNK
 DO7878'HIGHWAY 16 FROM THE JUNCTION OF TRUNK HIGHWAY 16 AND FAIRWAY ROAD, AT
 DO7878'TRUNK HIGHWAY 16 MILE POINT 244.65, 48.0 FT (14.6 M) NORTH OF TRUNK
 DO7878'HIGHWAY 16, 171.0 FT (52.1 M) EAST OF A CULVERT OUTLET UNDER TRUNK
 DO7878'HIGHWAY 16, 153.0 FT (46.6 M) EAST OF A GUARD RAIL ANCHOR POST, 1.25
 DO7878'FT (0.4 M) SOUTH OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DO7879 ***********************************************************************
 DO7879  DESIGNATION -  2304 M
 DO7879  PID         -  DO7879
 DO7879  STATE/COUNTY-  MN/FILLMORE
 DO7879  COUNTRY     -  US
 DO7879  USGS QUAD   -  LANESBORO (2019)
 DO7879
 DO7879                         *CURRENT SURVEY CONTROL
 DO7879  ______________________________________________________________________
 DO7879* NAD 83(1986) POSITION- 43 43 52.2    (N) 091 55 06.7    (W)   HD_HELD2
 DO7879* NAVD 88 ORTHO HEIGHT -   241.782 (meters)      793.25  (feet) ADJUSTED
 DO7879  ______________________________________________________________________
 DO7879  GEOID HEIGHT    -        -30.190 (meters)                     GEOID18
 DO7879  DYNAMIC HEIGHT  -        241.738 (meters)      793.10  (feet) COMP
 DO7879  MODELED GRAVITY -    980,427.9   (mgal)                       NAVD 88
 DO7879
 DO7879  VERT ORDER      -  SECOND    CLASS I
 DO7879
 DO7879.The horizontal coordinates were established by autonomous hand held GPS
 DO7879.observations and have an estimated accuracy of +/- 10 meters.
 DO7879
 DO7879.The orthometric height was determined by differential leveling and
 DO7879.adjusted by the NATIONAL GEODETIC SURVEY
 DO7879.in December 2013.
 DO7879
 DO7879.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO7879.GEOID18 height accuracy estimate available here.
 DO7879
 DO7879.Click photographs - Photos may exist for this station.
 DO7879
 DO7879.The dynamic height is computed by dividing the NAVD 88
 DO7879.geopotential number by the normal gravity value computed on the
 DO7879.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO7879.degrees latitude (g = 980.6199 gals.).
 DO7879
 DO7879.The modeled gravity was interpolated from observed gravity values.
 DO7879
 DO7879;                    North         East    Units  Estimated Accuracy
 DO7879;SPC MN S     -   183,378.      967,683.      MT  (+/- 10 meters HH2 GPS)
 DO7879
 DO7879_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWJ8709642583(NAD 83)
 DO7879
 DO7879                          SUPERSEDED SURVEY CONTROL
 DO7879
 DO7879.No superseded survey control is available for this station.
 DO7879
 DO7879_MARKER: DB = BENCH MARK DISK
 DO7879_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DO7879_SP_SET: ABUTMENT
 DO7879_STAMPING: 2304 M 19
 DO7879_MARK LOGO: MNHD
 DO7879_MAGNETIC: N = NO MAGNETIC MATERIAL
 DO7879_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DO7879_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DO7879+SATELLITE: SATELLITE OBSERVATIONS - September 14, 2011
 DO7879
 DO7879  HISTORY     - Date     Condition        Report By
 DO7879  HISTORY     - 19700401 MONUMENTED       MNHD
 DO7879  HISTORY     - 20110914 GOOD             MNDT
 DO7879
 DO7879                          STATION DESCRIPTION
 DO7879
 DO7879'DESCRIBED BY MN DEPT OF TRANSP 2011 (JBG)
 DO7879'0.25 MILE EAST OF WHALAN, 0.05 MILE WEST ALONG TRUNK HIGHWAY 16 FROM
 DO7879'JUNCTION OF TRUNK HIGHWAY 16 AND COUNTY ROAD 23, IN SOUTHEAST CORNER
 DO7879'OF TRUNK HIGHWAY 16 BRIDGE NUMBER 23001, AT TRUNK HIGHWAY 16 MILEPOINT
 DO7879'244.9, 23.0 FEET SOUTH OF TRUNK HIGHWAY 16, 3.0 FEET WEST OF WITNESS
 DO7879'POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DO7881 ***********************************************************************
 DO7881  DESIGNATION -  2304 N
 DO7881  PID         -  DO7881
 DO7881  STATE/COUNTY-  MN/FILLMORE
 DO7881  COUNTRY     -  US
 DO7881  USGS QUAD   -  LANESBORO (2019)
 DO7881
 DO7881                         *CURRENT SURVEY CONTROL
 DO7881  ______________________________________________________________________
 DO7881* NAD 83(1986) POSITION- 43 44 29.6    (N) 091 54 37.1    (W)   HD_HELD2
 DO7881* NAVD 88 ORTHO HEIGHT -   241.602 (meters)      792.66  (feet) ADJUSTED
 DO7881  ______________________________________________________________________
 DO7881  GEOID HEIGHT    -        -30.186 (meters)                     GEOID18
 DO7881  DYNAMIC HEIGHT  -        241.557 (meters)      792.51  (feet) COMP
 DO7881  MODELED GRAVITY -    980,429.0   (mgal)                       NAVD 88
 DO7881
 DO7881  VERT ORDER      -  SECOND    CLASS I
 DO7881
 DO7881.The horizontal coordinates were established by autonomous hand held GPS
 DO7881.observations and have an estimated accuracy of +/- 10 meters.
 DO7881
 DO7881.The orthometric height was determined by differential leveling and
 DO7881.adjusted by the NATIONAL GEODETIC SURVEY
 DO7881.in December 2013.
 DO7881
 DO7881.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO7881.GEOID18 height accuracy estimate available here.
 DO7881
 DO7881.Click photographs - Photos may exist for this station.
 DO7881
 DO7881.The dynamic height is computed by dividing the NAVD 88
 DO7881.geopotential number by the normal gravity value computed on the
 DO7881.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO7881.degrees latitude (g = 980.6199 gals.).
 DO7881
 DO7881.The modeled gravity was interpolated from observed gravity values.
 DO7881
 DO7881;                    North         East    Units  Estimated Accuracy
 DO7881;SPC MN S     -   184,548.      968,315.      MT  (+/- 10 meters HH2 GPS)
 DO7881
 DO7881_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWJ8774343745(NAD 83)
 DO7881
 DO7881                          SUPERSEDED SURVEY CONTROL
 DO7881
 DO7881.No superseded survey control is available for this station.
 DO7881
 DO7881_MARKER: DB = BENCH MARK DISK
 DO7881_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 DO7881_STAMPING: 2304 N 19
 DO7881_MARK LOGO: MNHD
 DO7881_PROJECTION: PROJECTING 10 CENTIMETERS
 DO7881_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DO7881_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DO7881_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DO7881+SATELLITE: SATELLITE OBSERVATIONS - August 21, 2024
 DO7881
 DO7881  HISTORY     - Date     Condition        Report By
 DO7881  HISTORY     - 19700401 MONUMENTED       MNHD
 DO7881  HISTORY     - 20110914 GOOD             MNDT
 DO7881  HISTORY     - 20240821 GOOD             MNDT
 DO7881
 DO7881                          STATION DESCRIPTION
 DO7881
 DO7881'DESCRIBED BY MN DEPT OF TRANSP 2011 (JBG)
 DO7881'1.1 MILES NORTHEAST OF WHALAN, 1.6 MILES NORTHEAST ALONG TRUNK HIGHWAY
 DO7881'16 FROM JUNCTION OF TRUNK HIGHWAY 16 AND MAIN STREET IN WHALAN, AT
 DO7881'TRUNK HIGHWAY 16 MILEPOINT 245.8 (STATION 332+00), 75.0 FEET WEST OF
 DO7881'TRUNK HIGHWAY 16, 88.0 FEET NORTH-NORTHWEST OF TRUNK HIGHWAY 16
 DO7881'CULVERT OUTLET, 36.0 FEET NORTH OF NORTH END OF GUARDRAIL, 1.0 FOOT
 DO7881'EAST OF WITNESS POST.
 DO7881
 DO7881                          STATION RECOVERY (2024)
 DO7881
 DO7881'RECOVERY NOTE BY MN DEPT OF TRANSP 2024 (RMJ)
 DO7881'1.1 MI (1.8 KM) NORTHEAST OF WHALAN, 1.6 MI (2.6 KM) NORTHEAST ALONG
 DO7881'TRUNK HIGHWAY 16 FROM THE JUNCTION OF TRUNK HIGHWAY 16 AND MAIN STREET
 DO7881'IN WHALAN, AT TRUNK HIGHWAY 16 MILE POINT 245.8 (STATION 332+00), 75.0
 DO7881'FT (22.9 M) WEST OF TRUNK HIGHWAY 16, 88.0 FT (26.8 M) NORTH-NORTHWEST
 DO7881'OF A TRUNK HIGHWAY 16 CULVERT OUTLET, 36.0 FT (11.0 M) NORTH OF THE
 DO7881'NORTH END OF A GUARDRAIL, 1.0 FT (0.3 M) EAST OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DO7883 ***********************************************************************
 DO7883  DESIGNATION -  2304 Q
 DO7883  PID         -  DO7883
 DO7883  STATE/COUNTY-  MN/FILLMORE
 DO7883  COUNTRY     -  US
 DO7883  USGS QUAD   -  LANESBORO (2019)
 DO7883
 DO7883                         *CURRENT SURVEY CONTROL
 DO7883  ______________________________________________________________________
 DO7883* NAD 83(1986) POSITION- 43 44 45.8    (N) 091 53 35.6    (W)   HD_HELD2
 DO7883* NAVD 88 ORTHO HEIGHT -   238.140 (meters)      781.30  (feet) ADJUSTED
 DO7883  ______________________________________________________________________
 DO7883  GEOID HEIGHT    -        -30.187 (meters)                     GEOID18
 DO7883  DYNAMIC HEIGHT  -        238.097 (meters)      781.16  (feet) COMP
 DO7883  MODELED GRAVITY -    980,430.8   (mgal)                       NAVD 88
 DO7883
 DO7883  VERT ORDER      -  SECOND    CLASS I
 DO7883
 DO7883.The horizontal coordinates were established by autonomous hand held GPS
 DO7883.observations and have an estimated accuracy of +/- 10 meters.
 DO7883
 DO7883.The orthometric height was determined by differential leveling and
 DO7883.adjusted by the NATIONAL GEODETIC SURVEY
 DO7883.in December 2013.
 DO7883
 DO7883.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO7883.GEOID18 height accuracy estimate available here.
 DO7883
 DO7883.Click photographs - Photos may exist for this station.
 DO7883
 DO7883.The dynamic height is computed by dividing the NAVD 88
 DO7883.geopotential number by the normal gravity value computed on the
 DO7883.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO7883.degrees latitude (g = 980.6199 gals.).
 DO7883
 DO7883.The modeled gravity was interpolated from observed gravity values.
 DO7883
 DO7883;                    North         East    Units  Estimated Accuracy
 DO7883;SPC MN S     -   185,084.      969,678.      MT  (+/- 10 meters HH2 GPS)
 DO7883
 DO7883_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWJ8911244263(NAD 83)
 DO7883
 DO7883                          SUPERSEDED SURVEY CONTROL
 DO7883
 DO7883.No superseded survey control is available for this station.
 DO7883
 DO7883_MARKER: DB = BENCH MARK DISK
 DO7883_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DO7883_SP_SET: ABUTMENT
 DO7883_STAMPING: 2304 Q 19
 DO7883_MARK LOGO: MNHD
 DO7883_MAGNETIC: N = NO MAGNETIC MATERIAL
 DO7883_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DO7883_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DO7883+SATELLITE: SATELLITE OBSERVATIONS - September 14, 2011
 DO7883
 DO7883  HISTORY     - Date     Condition        Report By
 DO7883  HISTORY     - 19700401 MONUMENTED       MNHD
 DO7883  HISTORY     - 20110914 GOOD             MNDT
 DO7883
 DO7883                          STATION DESCRIPTION
 DO7883
 DO7883'DESCRIBED BY MN DEPT OF TRANSP 2011 (JBG)
 DO7883'1.9 MILES NORTHEAST OF WHALAN, 3.1 MILES NORTH AND EAST ALONG TRUNK
 DO7883'HIGHWAY 16 FROM JUNCTION OF TRUNK HIGHWAY 16 AND MAIN STREET IN
 DO7883'WHALAN, IN SOUTHEAST CORNER OF TRUNK HIGHWAY 16 BRIDGE NUMBER 23002,
 DO7883'AT TRUNK HIGHWAY 16 MILEPOINT 247.35, 23.0 FEET SOUTH OF TRUNK HIGHWAY
 DO7883'16, 1.0 FOOT WEST OF WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 ON1271 ***********************************************************************
 ON1271  DESIGNATION -  2304 T
 ON1271  PID         -  ON1271
 ON1271  STATE/COUNTY-  MN/FILLMORE
 ON1271  COUNTRY     -  US
 ON1271  USGS QUAD   -  RUSHFORD WEST (2019)
 ON1271
 ON1271                         *CURRENT SURVEY CONTROL
 ON1271  ______________________________________________________________________
 ON1271* NAD 83(1986) POSITION- 43 46 01.     (N) 091 52 14.     (W)   SCALED
 ON1271* NAVD 88 ORTHO HEIGHT -   231.003 (meters)      757.88  (feet) ADJUSTED
 ON1271  ______________________________________________________________________
 ON1271  GEOID HEIGHT    -        -30.190 (meters)                     GEOID18
 ON1271  DYNAMIC HEIGHT  -        230.962 (meters)      757.75  (feet) COMP
 ON1271  MODELED GRAVITY -    980,435.2   (mgal)                       NAVD 88
 ON1271
 ON1271  VERT ORDER      -  FIRST     CLASS II
 ON1271
 ON1271.The horizontal coordinates were scaled from a map and have
 ON1271.an estimated accuracy of +/- 6 seconds.
 ON1271
 ON1271.The orthometric height was determined by differential leveling and
 ON1271.adjusted by the NATIONAL GEODETIC SURVEY
 ON1271.in June 1991.
 ON1271
 ON1271.Significant digits in the geoid height do not necessarily reflect accuracy.
 ON1271.GEOID18 height accuracy estimate available here.
 ON1271
 ON1271.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWJ909466(NAD 83)
 ON1271
 ON1271                          SUPERSEDED SURVEY CONTROL
 ON1271
 ON1271.No superseded survey control is available for this station.
 ON1271
 ON1271_MARKER: DB = BENCH MARK DISK
 ON1271_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 ON1271_STAMPING: 2304 T 1970
 ON1271_MARK LOGO: MNHD
 ON1271_PROJECTION: FLUSH
 ON1271_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 ON1271_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 ON1271_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 ON1271+SATELLITE: SATELLITE OBSERVATIONS - August 26, 2024
 ON1271
 ON1271  HISTORY     - Date     Condition        Report By
 ON1271  HISTORY     - 19700401 MONUMENTED       MNHD
 ON1271  HISTORY     - 19900813 GOOD             NGS
 ON1271  HISTORY     - 20110920 GOOD             MNDT
 ON1271  HISTORY     - 20240826 GOOD             MNDT
 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.
 ON1271
 ON1271                          STATION RECOVERY (2011)
 ON1271
 ON1271'RECOVERY NOTE BY MN DEPT OF TRANSP 2011 (KMS)
 ON1271'2.3 MILES SOUTHWEST OF PETERSON, 3.7 MILES SOUTHWEST ALONG TRUNK
 ON1271'HIGHWAY 16 FROM JUNCTION OF TRUNK HIGHWAY 16 AND COUNTY ROAD 25,
 ON1271'AT TRUNK HIGHWAY 16 MILEPOINT 349.9, 168.3 FEET SOUTH OF ENTRANCE,
 ON1271'70.2 FEET WEST OF TRUNK HIGHWAY 16, 0.7 FOOT EAST OF WITNESS POST.
 ON1271
 ON1271                          STATION RECOVERY (2024)
 ON1271
 ON1271'RECOVERY NOTE BY MN DEPT OF TRANSP 2024 (RMJ)
 ON1271'IN PETERSON, 2.3 MI (3.7 KM) SOUTHWEST OF PETERSON, 3.7 MI (6.0 KM)
 ON1271'SOUTHWEST ALONG TRUNK HIGHWAY 16 FROM THE JUNCTION OF TRUNK HIGHWAY 16
 ON1271'AND COUNTY ROAD 25, AT TRUNK HIGHWAY 16 MILE POINT 349.9, 168.3 FT
 ON1271'(51.3 M) SOUTH OF AN ENTRANCE, 70.2 FT (21.4 M) WEST OF TRUNK HIGHWAY
 ON1271'16, 0.7 FT (21 CM) EAST OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 ON1272 ***********************************************************************
 ON1272  DESIGNATION -  2304 U
 ON1272  PID         -  ON1272
 ON1272  STATE/COUNTY-  MN/FILLMORE
 ON1272  COUNTRY     -  US
 ON1272  USGS QUAD   -  RUSHFORD WEST (2019)
 ON1272
 ON1272                         *CURRENT SURVEY CONTROL
 ON1272  ______________________________________________________________________
 ON1272* NAD 83(2011) POSITION- 43 46 42.48195(N) 091 51 48.08705(W)   ADJUSTED
 ON1272* NAD 83(2011) ELLIP HT-   207.495 (meters)        (08/26/13)   ADJUSTED
 ON1272* NAD 83(2011) EPOCH   -  2010.00
 ON1272* NAVD 88 ORTHO HEIGHT -   237.680 (meters)      779.79  (feet) ADJUSTED
 ON1272  ______________________________________________________________________
 ON1272  GEOID HEIGHT    -        -30.194 (meters)                     GEOID18
 ON1272  NAD 83(2011) X  -   -149,986.207 (meters)                     COMP
 ON1272  NAD 83(2011) Y  - -4,610,251.465 (meters)                     COMP
 ON1272  NAD 83(2011) Z  -  4,390,495.953 (meters)                     COMP
 ON1272  LAPLACE CORR    -         -1.45  (seconds)                    DEFLEC18
 ON1272  DYNAMIC HEIGHT  -        237.638 (meters)      779.65  (feet) COMP
 ON1272  MODELED GRAVITY -    980,437.2   (mgal)                       NAVD 88
 ON1272
 ON1272  VERT ORDER      -  FIRST     CLASS II
 ON1272
 ON1272  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 ON1272  Standards:
 ON1272         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 ON1272            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 ON1272  -------------------------------------------------------------------
 ON1272  NETWORK    0.64   1.41           0.30   0.20   0.72      0.05480005
 ON1272  -------------------------------------------------------------------
 ON1272  Click here for local accuracies and other accuracy information.
 ON1272
 ON1272.The horizontal coordinates were established by GPS observations
 ON1272.and adjusted by the MN DEPT OF TRANSP in August 2013.
 ON1272
 ON1272.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 ON1272.been affixed to the stable North American tectonic plate. See 
 ON1272.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 ON1272
 ON1272.The horizontal coordinates are valid at the epoch date displayed above
 ON1272.which is a decimal equivalence of Year/Month/Day.
 ON1272
 ON1272.The orthometric height was determined by differential leveling and
 ON1272.adjusted by the NATIONAL GEODETIC SURVEY
 ON1272.in June 1991.
 ON1272
 ON1272.Significant digits in the geoid height do not necessarily reflect accuracy.
 ON1272.GEOID18 height accuracy estimate available here.
 ON1272
 ON1272.Click photographs - Photos may exist for this station.
 ON1272
 ON1272.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 ON1272
 ON1272.The Laplace correction was computed from DEFLEC18 derived deflections.
 ON1272
 ON1272.The ellipsoidal height was determined by GPS observations
 ON1272.and is referenced to NAD 83.
 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. The following values were computed from the NAD 83(2011) position.
 ON1272
 ON1272;                    North         East     Units Scale Factor Converg.
 ON1272;SPC MN S     -   188,745.910   971,988.912   MT  1.00000106   +1 29 51.5
 ON1272;SPC MN S     -   619,243.87  3,188,933.62   sFT  1.00000106   +1 29 51.5
 ON1272;UTM  15      - 4,847,895.923   591,467.958   MT  0.99970290   +0 47 11.3
 ON1272
 ON1272!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ON1272!SPC MN S     -   0.99996746  x   1.00000106  =   0.99996852
 ON1272!UTM  15      -   0.99996746  x   0.99970290  =   0.99967037
 ON1272
 ON1272:                Primary Azimuth Mark                     Grid Az
 ON1272:SPC MN S     -  2304 BK                                  100 18 39.6
 ON1272:UTM  15      -  2304 BK                                  101 01 19.8
 ON1272
 ON1272_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWJ9146747895(NAD 83)
 ON1272
 ON1272|---------------------------------------------------------------------|
 ON1272| PID    Reference Object                     Distance      Geod. Az  |
 ON1272|                                                           dddmmss.s |
 ON1272| DO7885 2304 BK                             APPROX. 0.6 KM 1014831.1 |
 ON1272|---------------------------------------------------------------------|
 ON1272
 ON1272                          SUPERSEDED SURVEY CONTROL
 ON1272
 ON1272.No superseded survey control is available for this station.
 ON1272
 ON1272_MARKER: DB = BENCH MARK DISK
 ON1272_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 ON1272_STAMPING: 2304 U 1970
 ON1272_MARK LOGO: MNHD
 ON1272_PROJECTION: FLUSH
 ON1272_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 ON1272_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 ON1272_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ON1272+SATELLITE: SATELLITE OBSERVATIONS - August 26, 2024
 ON1272
 ON1272  HISTORY     - Date     Condition        Report By
 ON1272  HISTORY     - 19700401 MONUMENTED       MNHD
 ON1272  HISTORY     - 19900813 GOOD             NGS
 ON1272  HISTORY     - 20110920 GOOD             MNDT
 ON1272  HISTORY     - 20120419 GOOD             MNDT
 ON1272  HISTORY     - 20201208 GOOD             MNDT
 ON1272  HISTORY     - 20240826 GOOD             MNDT
 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.
 ON1272
 ON1272                          STATION RECOVERY (2011)
 ON1272
 ON1272'RECOVERY NOTE BY MN DEPT OF TRANSP 2011 (KMS)
 ON1272'1.5 MILES WEST-SOUTHWEST OF PETERSON, 2.7 MILES SOUTHWEST ALONG TRUNK
 ON1272'HIGHWAY 16 FROM JUNCTION OF TRUNK HIGHWAY 16 AND COUNTY ROAD 25 IN
 ON1272'PETERSON, AT TRUNK HIGHWAY 16 MILEPOINT 250.95, 0.1 MILE EAST OF 393RD
 ON1272'AVENUE, 75.5 FEET NORTH OF TRUNK HIGHWAY 16, 66.9 FEET WEST-NORTHWEST
 ON1272'OF DRIVEWAY NUMBER 39445, 0.7 FOOT SOUTH OF WITNESS POST.
 ON1272
 ON1272                          STATION RECOVERY (2012)
 ON1272
 ON1272'RECOVERY NOTE BY MN DEPT OF TRANSP 2012 (AXL)
 ON1272'1.5 MILES WEST-SOUTHWEST OF PETERSON, 2.7 MILES SOUTHWEST ALONG TRUNK
 ON1272'HIGHWAY 16 FROM JUNCTION OF TRUNK HIGHWAY 16 AND COUNTY ROAD 25 IN
 ON1272'PETERSON, AT TRUNK HIGHWAY 16 MILEPOINT 250.95, 0.1 MILE EAST OF 393RD
 ON1272'AVENUE, 75.5 FEET NORTH OF TRUNK HIGHWAY 16, 66.9 FEET WEST-NORTHWEST
 ON1272'OF DRIVEWAY NUMBER 39445, 0.7 FOOT SOUTH OF WITNESS POST.
 ON1272
 ON1272                          STATION RECOVERY (2020)
 ON1272
 ON1272'RECOVERY NOTE BY MN DEPT OF TRANSP 2020 (KMS)
 ON1272'RECOVERED IN GOOD CONDITION.
 ON1272
 ON1272                          STATION RECOVERY (2024)
 ON1272
 ON1272'RECOVERY NOTE BY MN DEPT OF TRANSP 2024 (RMJ)
 ON1272'1.5 MI (2.4 KM) WEST-SOUTHWEST OF PETERSON, 2.7 MI (4.3 KM) SOUTHWEST
 ON1272'ALONG TRUNK HIGHWAY 16 FROM THE JUNCTION OF TRUNK HIGHWAY 16 AND
 ON1272'COUNTY ROAD 25 IN PETERSON, AT TRUNK HIGHWAY 16 MILE POINT 250.95, 0.1
 ON1272'MI (0.2 KM) EAST OF 393RD AVENUE, 75.5 FT (23.0 M) NORTH OF TRUNK
 ON1272'HIGHWAY 16, 66.9 FT (20.4 M) WEST-NORTHWEST OF DRIVEWAY NUMBER 39445,
 ON1272'0.7 FT (21 CM) SOUTH OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 ON1273 ***********************************************************************
 ON1273  DESIGNATION -  2304 V
 ON1273  PID         -  ON1273
 ON1273  STATE/COUNTY-  MN/FILLMORE
 ON1273  COUNTRY     -  US
 ON1273  USGS QUAD   -  RUSHFORD WEST (2019)
 ON1273
 ON1273                         *CURRENT SURVEY CONTROL
 ON1273  ______________________________________________________________________
 ON1273* NAD 83(1986) POSITION- 43 46 21.4    (N) 091 50 36.2    (W)   HD_HELD2
 ON1273* NAVD 88 ORTHO HEIGHT -   231.792 (meters)      760.47  (feet) ADJUSTED
 ON1273  ______________________________________________________________________
 ON1273  GEOID HEIGHT    -        -30.204 (meters)                     GEOID18
 ON1273  DYNAMIC HEIGHT  -        231.752 (meters)      760.34  (feet) COMP
 ON1273  MODELED GRAVITY -    980,443.1   (mgal)                       NAVD 88
 ON1273
 ON1273  VERT ORDER      -  SECOND    CLASS I
 ON1273
 ON1273.The horizontal coordinates were established by autonomous hand held GPS
 ON1273.observations and have an estimated accuracy of +/- 10 meters.
 ON1273
 ON1273.The orthometric height was determined by differential leveling and
 ON1273.adjusted by the NATIONAL GEODETIC SURVEY
 ON1273.in December 2013.
 ON1273
 ON1273.Significant digits in the geoid height do not necessarily reflect accuracy.
 ON1273.GEOID18 height accuracy estimate available here.
 ON1273
 ON1273.Click photographs - Photos may exist for this station.
 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     -   188,138.      973,613.      MT  (+/- 10 meters HH2 GPS)
 ON1273
 ON1273_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWJ9308347267(NAD 83)
 ON1273
 ON1273                          SUPERSEDED SURVEY CONTROL
 ON1273
 ON1273  NAVD 88 (06/15/91)  231.750  (m)          760.33   (f) SUPERSEDED  1 2
 ON1273
 ON1273.Superseded values are not recommended for survey control.
 ON1273
 ON1273.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ON1273.See file dsdata.pdf to determine how the superseded data were derived.
 ON1273
 ON1273_MARKER: DB = BENCH MARK DISK
 ON1273_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 ON1273_STAMPING: 2304 V 1970
 ON1273_MARK LOGO: MNHD
 ON1273_PROJECTION: PROJECTING 20 CENTIMETERS
 ON1273_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 ON1273_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 ON1273_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 ON1273+SATELLITE: SATELLITE OBSERVATIONS - August 26, 2024
 ON1273
 ON1273  HISTORY     - Date     Condition        Report By
 ON1273  HISTORY     - 19700401 MONUMENTED       MNHD
 ON1273  HISTORY     - 19900810 GOOD             NGS
 ON1273  HISTORY     - 20110920 GOOD             MNDT
 ON1273  HISTORY     - 20240826 GOOD             MNDT
 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.
 ON1273
 ON1273                          STATION RECOVERY (2011)
 ON1273
 ON1273'RECOVERY NOTE BY MN DEPT OF TRANSP 2011 (KMS)
 ON1273'1.0 MILE SOUTHWEST OF PETERSON, 1.6 MILES SOUTHWEST ALONG TRUNK
 ON1273'HIGHWAY 16 FROM JUNCTION OF TRUNK HIGHWAY 16 AND COUNTY ROAD 25, AT
 ON1273'TRUNK HIGHWAY 16 MILEPOINT 252.1, 44.3 FEET EAST OF WOODED ENTRANCE,
 ON1273'31.2 FEET SOUTH OF SOUTH END OF CULVERT, 0.7 FOOT NORTH OF WITNESS
 ON1273'POST.
 ON1273
 ON1273                          STATION RECOVERY (2024)
 ON1273
 ON1273'RECOVERY NOTE BY MN DEPT OF TRANSP 2024 (RMJ)
 ON1273'1.0 MI (1.6 KM) SOUTHWEST OF PETERSON, 1.6 MI (2.6 KM) SOUTHWEST ALONG
 ON1273'TRUNK HIGHWAY 16 FROM THE JUNCTION OF TRUNK HIGHWAY 16 AND COUNTY ROAD
 ON1273'25, AT TRUNK HIGHWAY 16 MILE POINT 252.1, 44.3 FT (13.5 M) EAST OF A
 ON1273'WOODED ENTRANCE, 31.2 FT (9.5 M) SOUTH OF THE SOUTH END OF A CULVERT,
 ON1273'0.7 FT (21 CM) NORTH OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DO7886 ***********************************************************************
 DO7886  DESIGNATION -  2304 W RESET
 DO7886  PID         -  DO7886
 DO7886  STATE/COUNTY-  MN/FILLMORE
 DO7886  COUNTRY     -  US
 DO7886  USGS QUAD   -  RUSHFORD WEST (2019)
 DO7886
 DO7886                         *CURRENT SURVEY CONTROL
 DO7886  ______________________________________________________________________
 DO7886* NAD 83(1986) POSITION- 43 46 32.19   (N) 091 49 55.07   (W)   HD_HELD1
 DO7886* NAVD 88 ORTHO HEIGHT -   230.967 (meters)      757.76  (feet) ADJUSTED
 DO7886  ______________________________________________________________________
 DO7886  GEOID HEIGHT    -        -30.216 (meters)                     GEOID18
 DO7886  DYNAMIC HEIGHT  -        230.929 (meters)      757.64  (feet) COMP
 DO7886  MODELED GRAVITY -    980,446.3   (mgal)                       NAVD 88
 DO7886
 DO7886  VERT ORDER      -  SECOND    CLASS I
 DO7886
 DO7886.The horizontal coordinates were determined by differentially corrected
 DO7886.hand held GPS observations or other comparable positioning techniques
 DO7886.and have an estimated accuracy of +/- 3 meters.
 DO7886
 DO7886.The orthometric height was determined by differential leveling and
 DO7886.adjusted by the NATIONAL GEODETIC SURVEY
 DO7886.in December 2013.
 DO7886
 DO7886.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO7886.GEOID18 height accuracy estimate available here.
 DO7886
 DO7886.Click photographs - Photos may exist for this station.
 DO7886
 DO7886.The dynamic height is computed by dividing the NAVD 88
 DO7886.geopotential number by the normal gravity value computed on the
 DO7886.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO7886.degrees latitude (g = 980.6199 gals.).
 DO7886
 DO7886.The modeled gravity was interpolated from observed gravity values.
 DO7886
 DO7886;                    North         East    Units  Estimated Accuracy
 DO7886;SPC MN S     -   188,494.9     974,523.8     MT  (+/- 3 meters HH1 GPS) 
 DO7886
 DO7886_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWJ9399847613(NAD 83)
 DO7886
 DO7886                          SUPERSEDED SURVEY CONTROL
 DO7886
 DO7886.No superseded survey control is available for this station.
 DO7886
 DO7886_MARKER: DD = SURVEY DISK
 DO7886_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DO7886_SP_SET: BRIDGE RAILING
 DO7886_STAMPING: 2304 W RESET 1997
 DO7886_MARK LOGO: MNDT
 DO7886_MAGNETIC: N = NO MAGNETIC MATERIAL
 DO7886_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DO7886_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DO7886+SATELLITE: SATELLITE OBSERVATIONS - September 20, 2011
 DO7886
 DO7886  HISTORY     - Date     Condition        Report By
 DO7886  HISTORY     - 19970401 MONUMENTED       MNDT
 DO7886  HISTORY     - 20110920 GOOD             MNDT
 DO7886
 DO7886                          STATION DESCRIPTION
 DO7886
 DO7886'DESCRIBED BY MN DEPT OF TRANSP 2011 (KMS)
 DO7886'0.9 MILE SOUTH OF PETERSON, 0.9 MILE SOUTHWEST ALONG TRUNK HIGHWAY 16
 DO7886'FROM JUNCTION OF TRUNK HIGHWAY 16 AND COUNTY ROAD 25, IN SOUTHWEST
 DO7886'CORNER OF TRUNK HIGHWAY 16 BRIDGE NUMBER 6662, AT TRUNK HIGHWAY 16
 DO7886'MILEPOINT 252.6, 18.5 FEET SOUTHEAST OF TRUNK HIGHWAY 16.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 ON1274 ***********************************************************************
 ON1274  DESIGNATION -  2304 X
 ON1274  PID         -  ON1274
 ON1274  STATE/COUNTY-  MN/FILLMORE
 ON1274  COUNTRY     -  US
 ON1274  USGS QUAD   -  RUSHFORD WEST (2019)
 ON1274
 ON1274                         *CURRENT SURVEY CONTROL
 ON1274  ______________________________________________________________________
 ON1274* NAD 83(1986) POSITION- 43 47 11.77   (N) 091 49 37.36   (W)   HD_HELD1
 ON1274* NAVD 88 ORTHO HEIGHT -   229.996 (meters)      754.58  (feet) ADJUSTED
 ON1274  ______________________________________________________________________
 ON1274  GEOID HEIGHT    -        -30.224 (meters)                     GEOID18
 ON1274  DYNAMIC HEIGHT  -        229.958 (meters)      754.45  (feet) COMP
 ON1274  MODELED GRAVITY -    980,448.4   (mgal)                       NAVD 88
 ON1274
 ON1274  VERT ORDER      -  FIRST     CLASS II
 ON1274
 ON1274.The horizontal coordinates were determined by differentially corrected
 ON1274.hand held GPS observations or other comparable positioning techniques
 ON1274.and have an estimated accuracy of +/- 3 meters.
 ON1274
 ON1274.The orthometric height was determined by differential leveling and
 ON1274.adjusted by the NATIONAL GEODETIC SURVEY
 ON1274.in June 1991.
 ON1274
 ON1274.Significant digits in the geoid height do not necessarily reflect accuracy.
 ON1274.GEOID18 height accuracy estimate available here.
 ON1274
 ON1274.Click photographs - Photos may exist for this station.
 ON1274
 ON1274.The dynamic height is computed by dividing the NAVD 88
 ON1274.geopotential number by the normal gravity value computed on the
 ON1274.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ON1274.degrees latitude (g = 980.6199 gals.).
 ON1274
 ON1274.The modeled gravity was interpolated from observed gravity values.
 ON1274
 ON1274;                    North         East    Units  Estimated Accuracy
 ON1274;SPC MN S     -   189,726.6     974,887.2     MT  (+/- 3 meters HH1 GPS) 
 ON1274
 ON1274_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWJ9437748840(NAD 83)
 ON1274
 ON1274                          SUPERSEDED SURVEY CONTROL
 ON1274
 ON1274.No superseded survey control is available for this station.
 ON1274
 ON1274_MARKER: DB = BENCH MARK DISK
 ON1274_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 ON1274_SP_SET: ABUTMENT
 ON1274_STAMPING: 2304 X 1963
 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 - September 20, 2011
 ON1274
 ON1274  HISTORY     - Date     Condition        Report By
 ON1274  HISTORY     - 19630401 MONUMENTED       MNHD
 ON1274  HISTORY     - 19900810 GOOD             NGS
 ON1274  HISTORY     - 20110920 GOOD             MNDT
 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.
 ON1274
 ON1274                          STATION RECOVERY (2011)
 ON1274
 ON1274'RECOVERY NOTE BY MN DEPT OF TRANSP 2011 (KMS)
 ON1274'IN PETERSON, 0.05 MILE WEST ALONG COUNTY ROAD 25 FROM JUNCTION OF
 ON1274'COUNTY ROAD 25 AND TRUNK HIGHWAY 16, IN SOUTHEAST CORNER OF COUNTY
 ON1274'ROAD 25 BRIDGE NUMBER 23503 OVER ROOT RIVER, 19.4 FEET SOUTH OF COUNTY
 ON1274'ROAD 25, 1.0 FOOT NORTH OF SOUTH END OF EAST ABUTMENT, 4.5 FEET
 ON1274'SOUTHWEST OF WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DO7898 ***********************************************************************
 DO7898  DESIGNATION -  2304 Y
 DO7898  PID         -  DO7898
 DO7898  STATE/COUNTY-  MN/FILLMORE
 DO7898  COUNTRY     -  US
 DO7898  USGS QUAD   -  RUSHFORD WEST (2019)
 DO7898
 DO7898                         *CURRENT SURVEY CONTROL
 DO7898  ______________________________________________________________________
 DO7898* NAD 83(1986) POSITION- 43 47 53.22   (N) 091 45 10.38   (W)   HD_HELD1
 DO7898* NAVD 88 ORTHO HEIGHT -   223.009 (meters)      731.66  (feet) ADJUSTED
 DO7898  ______________________________________________________________________
 DO7898  GEOID HEIGHT    -        -30.330 (meters)                     GEOID18
 DO7898  DYNAMIC HEIGHT  -        222.972 (meters)      731.53  (feet) COMP
 DO7898  MODELED GRAVITY -    980,449.1   (mgal)                       NAVD 88
 DO7898
 DO7898  VERT ORDER      -  SECOND    CLASS I
 DO7898
 DO7898.The horizontal coordinates were determined by differentially corrected
 DO7898.hand held GPS observations or other comparable positioning techniques
 DO7898.and have an estimated accuracy of +/- 3 meters.
 DO7898
 DO7898.The orthometric height was determined by differential leveling and
 DO7898.adjusted by the NATIONAL GEODETIC SURVEY
 DO7898.in December 2013.
 DO7898
 DO7898.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO7898.GEOID18 height accuracy estimate available here.
 DO7898
 DO7898.Click photographs - Photos may exist for this station.
 DO7898
 DO7898.The dynamic height is computed by dividing the NAVD 88
 DO7898.geopotential number by the normal gravity value computed on the
 DO7898.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO7898.degrees latitude (g = 980.6199 gals.).
 DO7898
 DO7898.The modeled gravity was interpolated from observed gravity values.
 DO7898
 DO7898;                    North         East    Units  Estimated Accuracy
 DO7898;SPC MN S     -   191,166.7     980,819.3     MT  (+/- 3 meters HH1 GPS) 
 DO7898
 DO7898_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXJ0032550206(NAD 83)
 DO7898
 DO7898                          SUPERSEDED SURVEY CONTROL
 DO7898
 DO7898.No superseded survey control is available for this station.
 DO7898
 DO7898_MARKER: DV = VERTICAL CONTROL DISK
 DO7898_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DO7898_SP_SET: BRIDGE ABUTMENT
 DO7898_STAMPING: 2304 Y 1995
 DO7898_MARK LOGO: MNDT
 DO7898_MAGNETIC: N = NO MAGNETIC MATERIAL
 DO7898_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DO7898_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DO7898+SATELLITE: SATELLITE OBSERVATIONS - November 22, 2016
 DO7898
 DO7898  HISTORY     - Date     Condition        Report By
 DO7898  HISTORY     - 19950401 MONUMENTED       MNDT
 DO7898  HISTORY     - 20110920 GOOD             MNDT
 DO7898  HISTORY     - 20130508 GOOD             MNDT
 DO7898  HISTORY     - 20161122 GOOD             MNDT
 DO7898
 DO7898                          STATION DESCRIPTION
 DO7898
 DO7898'DESCRIBED BY MN DEPT OF TRANSP 2011 (KMS)
 DO7898'0.35 MILE SOUTH OF SOUTH EDGE OF RUSHFORD, 0.09 MILE NORTH ALONG TRUNK
 DO7898'HIGHWAY 16 (ALSO TRUNK HIGHWAY 43 AND MILL STREET) FROM SOUTH JUNCTION
 DO7898'OF TRUNK HIGHWAY 16 AND TRUNK HIGHWAY 43, AT TRUNK HIGHWAY 16
 DO7898'MILEPOINT 258.4, ON EAST END OF SOUTH ABUTMENT OF TRUNK HIGHWAY 43
 DO7898'BRIDGE NUMBER 23017 OVER A DRY RUN, 24.6 FEET EAST OF TRUNK HIGHWAY
 DO7898'43/TRUNK HIGHWAY 16.
 DO7898
 DO7898                          STATION RECOVERY (2013)
 DO7898
 DO7898'RECOVERY NOTE BY MN DEPT OF TRANSP 2013 (KMS)
 DO7898'RECOVERED AS DESCRIBED.
 DO7898
 DO7898                          STATION RECOVERY (2016)
 DO7898
 DO7898'RECOVERY NOTE BY MN DEPT OF TRANSP 2016 (DAS)
 DO7898'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DO7897 ***********************************************************************
 DO7897  DESIGNATION -  2304 Z
 DO7897  PID         -  DO7897
 DO7897  STATE/COUNTY-  MN/FILLMORE
 DO7897  COUNTRY     -  US
 DO7897  USGS QUAD   -  RUSHFORD WEST (2019)
 DO7897
 DO7897                         *CURRENT SURVEY CONTROL
 DO7897  ______________________________________________________________________
 DO7897* NAD 83(1986) POSITION- 43 47 57.72   (N) 091 45 10.51   (W)   HD_HELD1
 DO7897* NAVD 88 ORTHO HEIGHT -   223.300 (meters)      732.61  (feet) ADJUSTED
 DO7897  ______________________________________________________________________
 DO7897  GEOID HEIGHT    -        -30.331 (meters)                     GEOID18
 DO7897  DYNAMIC HEIGHT  -        223.263 (meters)      732.49  (feet) COMP
 DO7897  MODELED GRAVITY -    980,449.4   (mgal)                       NAVD 88
 DO7897
 DO7897  VERT ORDER      -  SECOND    CLASS I
 DO7897
 DO7897.The horizontal coordinates were determined by differentially corrected
 DO7897.hand held GPS observations or other comparable positioning techniques
 DO7897.and have an estimated accuracy of +/- 3 meters.
 DO7897
 DO7897.The orthometric height was determined by differential leveling and
 DO7897.adjusted by the NATIONAL GEODETIC SURVEY
 DO7897.in December 2013.
 DO7897
 DO7897.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO7897.GEOID18 height accuracy estimate available here.
 DO7897
 DO7897.Click photographs - Photos may exist for this station.
 DO7897
 DO7897.The dynamic height is computed by dividing the NAVD 88
 DO7897.geopotential number by the normal gravity value computed on the
 DO7897.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO7897.degrees latitude (g = 980.6199 gals.).
 DO7897
 DO7897.The modeled gravity was interpolated from observed gravity values.
 DO7897
 DO7897;                    North         East    Units  Estimated Accuracy
 DO7897;SPC MN S     -   191,305.5     980,812.6     MT  (+/- 3 meters HH1 GPS) 
 DO7897
 DO7897_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXJ0032050345(NAD 83)
 DO7897
 DO7897                          SUPERSEDED SURVEY CONTROL
 DO7897
 DO7897.No superseded survey control is available for this station.
 DO7897
 DO7897_MARKER: DB = BENCH MARK DISK
 DO7897_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DO7897_SP_SET: BRIDGE RAILING
 DO7897_STAMPING: 2304 Z 1995
 DO7897_MARK LOGO: MNHD
 DO7897_MAGNETIC: N = NO MAGNETIC MATERIAL
 DO7897_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DO7897_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DO7897+SATELLITE: SATELLITE OBSERVATIONS - November 22, 2016
 DO7897
 DO7897  HISTORY     - Date     Condition        Report By
 DO7897  HISTORY     - 19950401 MONUMENTED       MNHD
 DO7897  HISTORY     - 20110920 GOOD             MNDT
 DO7897  HISTORY     - 20130508 GOOD             MNDT
 DO7897  HISTORY     - 20161122 GOOD             MNDT
 DO7897
 DO7897                          STATION DESCRIPTION
 DO7897
 DO7897'DESCRIBED BY MN DEPT OF TRANSP 2011 (KMS)
 DO7897'0.25 MILE SOUTH OF SOUTH EDGE OF RUSHFORD, 0.24 MILE NORTH ALONG TRUNK
 DO7897'HIGHWAY 16 (ALSO TRUNK HIGHWAY 43 AND MILL STREET) FROM SOUTH JUNCTION
 DO7897'OF TRUNK HIGHWAY 16 AND TRUNK HIGHWAY 43, AT TRUNK HIGHWAY 16
 DO7897'MILEPOINT 258.3, ON SOUTH END OF EAST CONCRETE RAILING OF TRUNK
 DO7897'HIGHWAY 43 BRIDGE NUMBER 23013 OVER A DRY RUN, 23.3 FEET EAST OF TRUNK
 DO7897'HIGHWAY 43/TRUNK HIGHWAY 16.
 DO7897
 DO7897                          STATION RECOVERY (2013)
 DO7897
 DO7897'RECOVERY NOTE BY MN DEPT OF TRANSP 2013 (KMS)
 DO7897'RECOVERED AS DESCRIBED.
 DO7897
 DO7897                          STATION RECOVERY (2016)
 DO7897
 DO7897'RECOVERY NOTE BY MN DEPT OF TRANSP 2016 (DAS)
 DO7897'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 OO1520 ***********************************************************************
 OO1520  DESIGNATION -  2305 AA
 OO1520  PID         -  OO1520
 OO1520  STATE/COUNTY-  MN/FILLMORE
 OO1520  COUNTRY     -  US
 OO1520  USGS QUAD   -  PILOT MOUND (2019)
 OO1520
 OO1520                         *CURRENT SURVEY CONTROL
 OO1520  ______________________________________________________________________
 OO1520* NAD 83(1986) POSITION- 43 49 05.66   (N) 092 02 43.13   (W)   HD_HELD1
 OO1520* NAVD 88 ORTHO HEIGHT -   289.166 (meters)      948.71  (feet) ADJUSTED
 OO1520  ______________________________________________________________________
 OO1520  GEOID HEIGHT    -        -30.082 (meters)                     GEOID18
 OO1520  DYNAMIC HEIGHT  -        289.110 (meters)      948.52  (feet) COMP
 OO1520  MODELED GRAVITY -    980,417.1   (mgal)                       NAVD 88
 OO1520
 OO1520  VERT ORDER      -  SECOND    CLASS I
 OO1520
 OO1520.The horizontal coordinates were determined by differentially corrected
 OO1520.hand held GPS observations or other comparable positioning techniques
 OO1520.and have an estimated accuracy of +/- 3 meters.
 OO1520
 OO1520.The orthometric height was determined by differential leveling and
 OO1520.adjusted by the NATIONAL GEODETIC SURVEY
 OO1520.in May 2019.
 OO1520
 OO1520.Significant digits in the geoid height do not necessarily reflect accuracy.
 OO1520.GEOID18 height accuracy estimate available here.
 OO1520
 OO1520.Click photographs - Photos may exist for this station.
 OO1520
 OO1520.The dynamic height is computed by dividing the NAVD 88
 OO1520.geopotential number by the normal gravity value computed on the
 OO1520.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OO1520.degrees latitude (g = 980.6199 gals.).
 OO1520
 OO1520.The modeled gravity was interpolated from observed gravity values.
 OO1520
 OO1520;                    North         East    Units  Estimated Accuracy
 OO1520;SPC MN S     -   192,797.1     957,239.6     MT  (+/- 3 meters HH1 GPS) 
 OO1520
 OO1520_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWJ7677452128(NAD 83)
 OO1520
 OO1520                          SUPERSEDED SURVEY CONTROL
 OO1520
 OO1520  NAVD 88 (06/15/91)  289.161  (m)          948.69   (f) SUPERSEDED  2 2
 OO1520
 OO1520.Superseded values are not recommended for survey control.
 OO1520
 OO1520.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OO1520.See file dsdata.pdf to determine how the superseded data were derived.
 OO1520
 OO1520_MARKER: DB = BENCH MARK DISK
 OO1520_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 OO1520_STAMPING: 2305 AA 1979
 OO1520_MARK LOGO: MNHD
 OO1520_PROJECTION: PROJECTING 15 CENTIMETERS
 OO1520_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 OO1520_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OO1520_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OO1520+SATELLITE: SATELLITE OBSERVATIONS - November 01, 2016
 OO1520
 OO1520  HISTORY     - Date     Condition        Report By
 OO1520  HISTORY     - 19790401 MONUMENTED       MNHD
 OO1520  HISTORY     - 20161101 GOOD             MNDT
 OO1520
 OO1520                          STATION DESCRIPTION
 OO1520
 OO1520'DESCRIBED BY MN HIGHWAY DEPT 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.
 OO1520
 OO1520                          STATION RECOVERY (2016)
 OO1520
 OO1520'RECOVERY NOTE BY MN DEPT OF TRANSP 2016 (DAS)
 OO1520'THE MARK IS LOCATED ABOUT 7.4 MI (11.9 KM) EAST-SOUTHEAST OF
 OO1520'CHATFIELD.
 OO1520'
 OO1520'TO REACH THE MARK GO 4.9 MI (7.9 KM) SOUTH AND EAST ALONG TRUNK
 OO1520'HIGHWAY 30 FROM THE JUNCTION OF TRUNK HIGHWAY 30 AND TRUNK HIGHWAY 74,
 OO1520'0.3 MI (0.5 KM) EAST OF DAMAND ROADSIDE PARK, AT TRUNK HIGHWAY 30 MILE
 OO1520'POINT 249.35.
 OO1520'
 OO1520'THE MARK IS LOCATED 48.5 FT (14.8 M) NORTH OF TRUNK HIGHWAY 30, 0.5 FT
 OO1520'(15 CM) SOUTH OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 OO1521 ***********************************************************************
 OO1521  DESIGNATION -  2305 AB
 OO1521  PID         -  OO1521
 OO1521  STATE/COUNTY-  MN/FILLMORE
 OO1521  COUNTRY     -  US
 OO1521  USGS QUAD   -  PILOT MOUND (2019)
 OO1521
 OO1521                         *CURRENT SURVEY CONTROL
 OO1521  ______________________________________________________________________
 OO1521* NAD 83(1986) POSITION- 43 49 05.42   (N) 092 03 04.20   (W)   HD_HELD1
 OO1521* NAVD 88 ORTHO HEIGHT -   280.789 (meters)      921.22  (feet) ADJUSTED
 OO1521  ______________________________________________________________________
 OO1521  GEOID HEIGHT    -        -30.078 (meters)                     GEOID18
 OO1521  DYNAMIC HEIGHT  -        280.734 (meters)      921.04  (feet) COMP
 OO1521  MODELED GRAVITY -    980,416.9   (mgal)                       NAVD 88
 OO1521
 OO1521  VERT ORDER      -  SECOND    CLASS I
 OO1521
 OO1521.The horizontal coordinates were determined by differentially corrected
 OO1521.hand held GPS observations or other comparable positioning techniques
 OO1521.and have an estimated accuracy of +/- 3 meters.
 OO1521
 OO1521.The orthometric height was determined by differential leveling and
 OO1521.adjusted by the NATIONAL GEODETIC SURVEY
 OO1521.in May 2019.
 OO1521
 OO1521.Significant digits in the geoid height do not necessarily reflect accuracy.
 OO1521.GEOID18 height accuracy estimate available here.
 OO1521
 OO1521.Click photographs - Photos may exist for this station.
 OO1521
 OO1521.The dynamic height is computed by dividing the NAVD 88
 OO1521.geopotential number by the normal gravity value computed on the
 OO1521.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OO1521.degrees latitude (g = 980.6199 gals.).
 OO1521
 OO1521.The modeled gravity was interpolated from observed gravity values.
 OO1521
 OO1521;                    North         East    Units  Estimated Accuracy
 OO1521;SPC MN S     -   192,778.4     956,769.1     MT  (+/- 3 meters HH1 GPS) 
 OO1521
 OO1521_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWJ7630352115(NAD 83)
 OO1521
 OO1521                          SUPERSEDED SURVEY CONTROL
 OO1521
 OO1521  NAVD 88 (06/15/91)  280.784  (m)          921.21   (f) SUPERSEDED  2 2
 OO1521
 OO1521.Superseded values are not recommended for survey control.
 OO1521
 OO1521.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OO1521.See file dsdata.pdf to determine how the superseded data were derived.
 OO1521
 OO1521_MARKER: DV = VERTICAL CONTROL DISK
 OO1521_SETTING: 40 = SET IN A LARGE STRUCTURE WITH DEEP FOUNDATIONS
 OO1521_SP_SET: DAM WING WALL
 OO1521_STAMPING: 2305 AB 1979
 OO1521_MARK LOGO: MNHD
 OO1521_MAGNETIC: N = NO MAGNETIC MATERIAL
 OO1521_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 OO1521+STABILITY: POSITION/ELEVATION WELL
 OO1521_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 OO1521+SATELLITE: SATELLITE OBSERVATIONS - August 26, 2024
 OO1521
 OO1521  HISTORY     - Date     Condition        Report By
 OO1521  HISTORY     - 1979     MONUMENTED       MNHD
 OO1521  HISTORY     - 20161101 GOOD             MNDT
 OO1521  HISTORY     - 20240826 GOOD             MNDT
 OO1521
 OO1521                          STATION DESCRIPTION
 OO1521
 OO1521'DESCRIBED BY MN HIGHWAY DEPT 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.
 OO1521
 OO1521                          STATION RECOVERY (2016)
 OO1521
 OO1521'RECOVERY NOTE BY MN DEPT OF TRANSP 2016 (DAS)
 OO1521'RECOVERED AS DESCRIBED.
 OO1521
 OO1521                          STATION RECOVERY (2024)
 OO1521
 OO1521'RECOVERY NOTE BY MN DEPT OF TRANSP 2024 (KMS)
 OO1521'7.4 MI (11.9 KM) EAST-SOUTHEAST OF CHATFIELD, 4.55 MI (7.32 KM) SOUTH
 OO1521'AND EAST ALONG TRUNK HIGHWAY 30 FROM THE JUNCTION OF TRUNK HIGHWAY 30
 OO1521'AND TRUNK HIGHWAY 74, AT TRUNK HIGHWAY 30 MILE POINT 249.1, AT A DAM
 OO1521'AND A ROADSIDE PARK, 134.0 FT (40.8 M) NORTH OF TRUNK HIGHWAY 30, IN
 OO1521'THE DAM WING WALL, 58.8 FT (17.9 M) EAST-NORTHEAST OF THE NORTHEAST
 OO1521'CORNER OF THE BASE OF A WATER PUMP, 2.5 FT (0.8 M) WEST OF THE WEST
 OO1521'SIDE OF THE SOUTH CONCRETE GEAR HOUSING ON A DAM LIFT.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 OO1522 ***********************************************************************
 OO1522  DESIGNATION -  2305 AC
 OO1522  PID         -  OO1522
 OO1522  STATE/COUNTY-  MN/FILLMORE
 OO1522  COUNTRY     -  US
 OO1522  USGS QUAD   -  PILOT MOUND (2019)
 OO1522
 OO1522                         *CURRENT SURVEY CONTROL
 OO1522  ______________________________________________________________________
 OO1522* NAD 83(1986) POSITION- 43 49 05.87   (N) 092 03 39.87   (W)   HD_HELD1
 OO1522* NAVD 88 ORTHO HEIGHT -   338.752 (meters)     1111.39  (feet) ADJUSTED
 OO1522  ______________________________________________________________________
 OO1522  GEOID HEIGHT    -        -30.071 (meters)                     GEOID18
 OO1522  DYNAMIC HEIGHT  -        338.687 (meters)     1111.18  (feet) COMP
 OO1522  MODELED GRAVITY -    980,416.9   (mgal)                       NAVD 88
 OO1522
 OO1522  VERT ORDER      -  SECOND    CLASS I
 OO1522
 OO1522.The horizontal coordinates were determined by differentially corrected
 OO1522.hand held GPS observations or other comparable positioning techniques
 OO1522.and have an estimated accuracy of +/- 3 meters.
 OO1522
 OO1522.The orthometric height was determined by differential leveling and
 OO1522.adjusted by the NATIONAL GEODETIC SURVEY
 OO1522.in May 2019.
 OO1522
 OO1522.Significant digits in the geoid height do not necessarily reflect accuracy.
 OO1522.GEOID18 height accuracy estimate available here.
 OO1522
 OO1522.Click photographs - Photos may exist for this station.
 OO1522
 OO1522.The dynamic height is computed by dividing the NAVD 88
 OO1522.geopotential number by the normal gravity value computed on the
 OO1522.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OO1522.degrees latitude (g = 980.6199 gals.).
 OO1522
 OO1522.The modeled gravity was interpolated from observed gravity values.
 OO1522
 OO1522;                    North         East    Units  Estimated Accuracy
 OO1522;SPC MN S     -   192,773.3     955,971.8     MT  (+/- 3 meters HH1 GPS) 
 OO1522
 OO1522_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWJ7550652120(NAD 83)
 OO1522
 OO1522                          SUPERSEDED SURVEY CONTROL
 OO1522
 OO1522  NAVD 88 (06/15/91)  338.754  (m)         1111.40   (f) SUPERSEDED  2 2
 OO1522
 OO1522.Superseded values are not recommended for survey control.
 OO1522
 OO1522.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OO1522.See file dsdata.pdf to determine how the superseded data were derived.
 OO1522
 OO1522_MARKER: DV = VERTICAL CONTROL DISK
 OO1522_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 OO1522_STAMPING: 2305 AC 1979
 OO1522_MARK LOGO: MNHD
 OO1522_PROJECTION: PROJECTING 5 CENTIMETERS
 OO1522_MAGNETIC: I = MARKER IS A STEEL ROD
 OO1522_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OO1522_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OO1522+SATELLITE: SATELLITE OBSERVATIONS - August 26, 2024
 OO1522
 OO1522  HISTORY     - Date     Condition        Report By
 OO1522  HISTORY     - 19790401 MONUMENTED       MNHD
 OO1522  HISTORY     - 20161101 GOOD             MNDT
 OO1522  HISTORY     - 20201207 GOOD             MNDT
 OO1522  HISTORY     - 20240826 GOOD             MNDT
 OO1522
 OO1522                          STATION DESCRIPTION
 OO1522
 OO1522'DESCRIBED BY MN HIGHWAY DEPT 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.
 OO1522
 OO1522                          STATION RECOVERY (2016)
 OO1522
 OO1522'RECOVERY NOTE BY MN DEPT OF TRANSP 2016 (DAS)
 OO1522'THE MARK IS LOCATED ABOUT 6.6 MI (10.6 KM) EAST-SOUTHEAST OF
 OO1522'CHATFIELD.
 OO1522'
 OO1522'TO REACH THE MARK GO 4.0 MI (6.4 KM) SOUTH AND EAST ALONG TRUNK
 OO1522'HIGHWAY 30 FROM THE JUNCTION OF TRUNK HIGHWAY 30 AND TRUNK HIGHWAY 74,
 OO1522'AT TRUNK HIGHWAY 30 MILE POINT 248.55.
 OO1522'
 OO1522'THE MARK IS LOCATED 66.0 FT (20.1 M) NORTHEAST OF TRUNK HIGHWAY 30,
 OO1522'57.0 FT (17.4 M) SOUTHEAST OF A DRIVEWAY NUMBER 29817, 0.8 FT (24 CM)
 OO1522'SOUTH OF A WITNESS POST.
 OO1522
 OO1522                          STATION RECOVERY (2020)
 OO1522
 OO1522'RECOVERY NOTE BY MN DEPT OF TRANSP 2020 (KMS)
 OO1522'RECOVERED IN GOOD CONDITION.
 OO1522
 OO1522                          STATION RECOVERY (2024)
 OO1522
 OO1522'RECOVERY NOTE BY MN DEPT OF TRANSP 2024 (KMS)
 OO1522'6.6 MI (10.6 KM) EAST-SOUTHEAST OF CHATFIELD, 4.0 MI (6.4 KM) SOUTH
 OO1522'AND EAST ALONG TRUNK HIGHWAY 30 FROM THE JUNCTION OF TRUNK HIGHWAY 30
 OO1522'AND TRUNK HIGHWAY 74 (THE JUNCTION IS 4.0 MI (6.4 KM) EAST OF
 OO1522'CHATFIELD), AT TRUNK HIGHWAY 30 MILE POINT 248.55, 66.0 FT (20.1 M)
 OO1522'NORTHEAST OF TRUNK HIGHWAY 30, 57.0 FT (17.4 M) SOUTHEAST OF DRIVEWAY
 OO1522'NUMBER 29817, 0.8 FT (24 CM) SOUTH OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 OO1523 ***********************************************************************
 OO1523  DESIGNATION -  2305 AD
 OO1523  PID         -  OO1523
 OO1523  STATE/COUNTY-  MN/FILLMORE
 OO1523  COUNTRY     -  US
 OO1523  USGS QUAD   -  PILOT MOUND (2019)
 OO1523
 OO1523                         *CURRENT SURVEY CONTROL
 OO1523  ______________________________________________________________________
 OO1523* NAD 83(1986) POSITION- 43 49 32.09   (N) 092 04 09.61   (W)   HD_HELD1
 OO1523* NAVD 88 ORTHO HEIGHT -   336.801 (meters)     1104.99  (feet) ADJUSTED
 OO1523  ______________________________________________________________________
 OO1523  GEOID HEIGHT    -        -30.056 (meters)                     GEOID18
 OO1523  DYNAMIC HEIGHT  -        336.736 (meters)     1104.77  (feet) COMP
 OO1523  MODELED GRAVITY -    980,418.2   (mgal)                       NAVD 88
 OO1523
 OO1523  VERT ORDER      -  SECOND    CLASS II
 OO1523
 OO1523.The horizontal coordinates were determined by differentially corrected
 OO1523.hand held GPS observations or other comparable positioning techniques
 OO1523.and have an estimated accuracy of +/- 3 meters.
 OO1523
 OO1523.The orthometric height was determined by differential leveling and
 OO1523.adjusted by the NATIONAL GEODETIC SURVEY
 OO1523.in June 1991.
 OO1523
 OO1523.Significant digits in the geoid height do not necessarily reflect accuracy.
 OO1523.GEOID18 height accuracy estimate available here.
 OO1523
 OO1523.Click photographs - Photos may exist for this station.
 OO1523
 OO1523.The dynamic height is computed by dividing the NAVD 88
 OO1523.geopotential number by the normal gravity value computed on the
 OO1523.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OO1523.degrees latitude (g = 980.6199 gals.).
 OO1523
 OO1523.The modeled gravity was interpolated from observed gravity values.
 OO1523
 OO1523;                    North         East    Units  Estimated Accuracy
 OO1523;SPC MN S     -   193,566.6     955,288.3     MT  (+/- 3 meters HH1 GPS) 
 OO1523
 OO1523_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWJ7483352921(NAD 83)
 OO1523
 OO1523                          SUPERSEDED SURVEY CONTROL
 OO1523
 OO1523.No superseded survey control is available for this station.
 OO1523
 OO1523_MARKER: DB = BENCH MARK DISK
 OO1523_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 OO1523_STAMPING: 2305 AD 1979
 OO1523_MARK LOGO: MNHD
 OO1523_PROJECTION: RECESSED 5 CENTIMETERS
 OO1523_MAGNETIC: I = MARKER IS A STEEL ROD
 OO1523_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OO1523_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OO1523+SATELLITE: SATELLITE OBSERVATIONS - August 26, 2024
 OO1523
 OO1523  HISTORY     - Date     Condition        Report By
 OO1523  HISTORY     - 19790401 MONUMENTED       MNHD
 OO1523  HISTORY     - 20161101 GOOD             MNDT
 OO1523  HISTORY     - 20240826 GOOD             MNDT
 OO1523
 OO1523                          STATION DESCRIPTION
 OO1523
 OO1523'DESCRIBED BY MN HIGHWAY DEPT 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.
 OO1523
 OO1523                          STATION RECOVERY (2016)
 OO1523
 OO1523'RECOVERY NOTE BY MN DEPT OF TRANSP 2016 (DAS)
 OO1523'THE MARK IS LOCATED ABOUT 6.1 MI (9.8 KM) EAST-SOUTHEAST OF CHATFIELD.
 OO1523'TO REACH THE MARK GO 3.2 MI (5.1 KM) SOUTH AND EAST ALONG TRUNK
 OO1523'HIGHWAY 30 FROM THE JUNCTION OF TRUNK HIGHWAY 30 AND TRUNK HIGHWAY 74
 OO1523'IN CHATFIELD, AT TRUNK HIGHWAY 30 MILE POINT 247.65.
 OO1523'
 OO1523'THE MARK IS LOCATED 34.8 FT (10.6 M) NORTH OF A FENCE CORNER, 28.5 FT
 OO1523'(8.7 M) EAST OF TRUNK HIGHWAY 30, 2.8 FT (0.9 M) NORTH-NORTHWEST OF A
 OO1523'NORTH GATE POST, 0.8 FT (24 CM) WEST OF A WITNESS POST.
 OO1523
 OO1523                          STATION RECOVERY (2024)
 OO1523
 OO1523'RECOVERY NOTE BY MN DEPT OF TRANSP 2024 (KMS)
 OO1523'6.1 MI (9.8 KM) EAST-SOUTHEAST OF CHATFIELD, 3.2 MI (5.1 KM) SOUTH AND
 OO1523'EAST ALONG TRUNK HIGHWAY 30 FROM THE JUNCTION OF TRUNK HIGHWAY 30 AND
 OO1523'TRUNK HIGHWAY 74 (THE JUNCTION IS 4.0 MI (6.4 KM) EAST OF CHATFIELD),
 OO1523'AT TRUNK HIGHWAY 30 MILE POINT 247.65, 34.8 FT (10.6 M) NORTH OF A
 OO1523'FENCE CORNER, 28.5 FT (8.7 M) EAST OF TRUNK HIGHWAY 30, 2.8 FT (0.9 M)
 OO1523'NORTH-NORTHWEST OF A NORTH GATE POST, 0.8 FT (24 CM) WEST OF A WITNESS
 OO1523'POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 OO1524 ***********************************************************************
 OO1524  DESIGNATION -  2305 AE
 OO1524  PID         -  OO1524
 OO1524  STATE/COUNTY-  MN/FILLMORE
 OO1524  COUNTRY     -  US
 OO1524  USGS QUAD   -  PILOT MOUND (2019)
 OO1524
 OO1524                         *CURRENT SURVEY CONTROL
 OO1524  ______________________________________________________________________
 OO1524* NAD 83(1986) POSITION- 43 50 09.05   (N) 092 04 09.92   (W)   HD_HELD1
 OO1524* NAVD 88 ORTHO HEIGHT -   336.606 (meters)     1104.35  (feet) ADJUSTED
 OO1524  ______________________________________________________________________
 OO1524  GEOID HEIGHT    -        -30.044 (meters)                     GEOID18
 OO1524  DYNAMIC HEIGHT  -        336.543 (meters)     1104.14  (feet) COMP
 OO1524  MODELED GRAVITY -    980,419.5   (mgal)                       NAVD 88
 OO1524
 OO1524  VERT ORDER      -  SECOND    CLASS II
 OO1524
 OO1524.The horizontal coordinates were determined by differentially corrected
 OO1524.hand held GPS observations or other comparable positioning techniques
 OO1524.and have an estimated accuracy of +/- 3 meters.
 OO1524
 OO1524.The orthometric height was determined by differential leveling and
 OO1524.adjusted by the NATIONAL GEODETIC SURVEY
 OO1524.in June 1991.
 OO1524
 OO1524.Significant digits in the geoid height do not necessarily reflect accuracy.
 OO1524.GEOID18 height accuracy estimate available here.
 OO1524
 OO1524.Click photographs - Photos may exist for this station.
 OO1524
 OO1524.The dynamic height is computed by dividing the NAVD 88
 OO1524.geopotential number by the normal gravity value computed on the
 OO1524.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OO1524.degrees latitude (g = 980.6199 gals.).
 OO1524
 OO1524.The modeled gravity was interpolated from observed gravity values.
 OO1524
 OO1524;                    North         East    Units  Estimated Accuracy
 OO1524;SPC MN S     -   194,706.8     955,254.4     MT  (+/- 3 meters HH1 GPS) 
 OO1524
 OO1524_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWJ7481354061(NAD 83)
 OO1524
 OO1524                          SUPERSEDED SURVEY CONTROL
 OO1524
 OO1524.No superseded survey control is available for this station.
 OO1524
 OO1524_MARKER: DB = BENCH MARK DISK
 OO1524_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 OO1524_STAMPING: 2305 AE 1979
 OO1524_MARK LOGO: MNHD
 OO1524_PROJECTION: PROJECTING 5 CENTIMETERS
 OO1524_MAGNETIC: I = MARKER IS A STEEL ROD
 OO1524_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OO1524_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OO1524+SATELLITE: SATELLITE OBSERVATIONS - August 26, 2024
 OO1524
 OO1524  HISTORY     - Date     Condition        Report By
 OO1524  HISTORY     - 19790401 MONUMENTED       MNHD
 OO1524  HISTORY     - 20161101 GOOD             MNDT
 OO1524  HISTORY     - 20201207 GOOD             MNDT
 OO1524  HISTORY     - 20240826 GOOD             MNDT
 OO1524
 OO1524                          STATION DESCRIPTION
 OO1524
 OO1524'DESCRIBED BY MN HIGHWAY DEPT 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.
 OO1524
 OO1524                          STATION RECOVERY (2016)
 OO1524
 OO1524'RECOVERY NOTE BY MN DEPT OF TRANSP 2016 (DAS)
 OO1524'THE MARK IS LOCATED ABOUT 6.0 MI (9.7 KM) EAST OF CHATFIELD.
 OO1524'
 OO1524'TO REACH THE MARK GO 2.5 MI (4.0 KM) SOUTHEAST ALONG TRUNK HIGHWAY 30
 OO1524'FROM THE JUNCTION OF TRUNK HIGHWAY 30 AND TRUNK HIGHWAY 74 IN
 OO1524'CHATFIELD, AT TRUNK HIGHWAY 30 MILE POINT 246.95.
 OO1524'
 OO1524'THE MARK IS LOCATED 181.5 FT (55.3 M) NORTHEAST OF TRUNK HIGHWAY 30,
 OO1524'31.3 FT (9.5 M) WEST OF COUNTY ROAD 11, 1.0 FT (0.3 M) EAST OF A
 OO1524'WITNESS POST.
 OO1524
 OO1524                          STATION RECOVERY (2020)
 OO1524
 OO1524'RECOVERY NOTE BY MN DEPT OF TRANSP 2020 (KMS)
 OO1524'RECOVERED IN GOOD CONDITION.
 OO1524
 OO1524                          STATION RECOVERY (2024)
 OO1524
 OO1524'RECOVERY NOTE BY MN DEPT OF TRANSP 2024 (KMS)
 OO1524'6.0 MI (9.7 KM) EAST OF CHATFIELD, 2.5 MI (4.0 KM) SOUTHEAST ALONG
 OO1524'TRUNK HIGHWAY 30 FROM THE JUNCTION OF TRUNK HIGHWAY 30 AND TRUNK
 OO1524'HIGHWAY 74 (THE JUNCTION IS 4.0 MI (6.4 KM) EAST OF CHATFIELD), AT
 OO1524'TRUNK HIGHWAY 30 MILE POINT 246.95, 181.5 FT (55.3 M) NORTHEAST OF
 OO1524'TRUNK HIGHWAY 30, 31.3 FT (9.5 M) WEST OF COUNTY ROAD 11, 1.0 FT (0.3
 OO1524'M) EAST OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 OO1526 ***********************************************************************
 OO1526  DESIGNATION -  2305 AF
 OO1526  PID         -  OO1526
 OO1526  STATE/COUNTY-  MN/FILLMORE
 OO1526  COUNTRY     -  US
 OO1526  USGS QUAD   -  PILOT MOUND (2019)
 OO1526
 OO1526                         *CURRENT SURVEY CONTROL
 OO1526  ______________________________________________________________________
 OO1526* NAD 83(1986) POSITION- 43 50 24.95   (N) 092 04 48.85   (W)   HD_HELD1
 OO1526* NAVD 88 ORTHO HEIGHT -   339.383 (meters)     1113.46  (feet) ADJUSTED
 OO1526  ______________________________________________________________________
 OO1526  GEOID HEIGHT    -        -30.030 (meters)                     GEOID18
 OO1526  DYNAMIC HEIGHT  -        339.319 (meters)     1113.25  (feet) COMP
 OO1526  MODELED GRAVITY -    980,420.8   (mgal)                       NAVD 88
 OO1526
 OO1526  VERT ORDER      -  SECOND    CLASS II
 OO1526
 OO1526.The horizontal coordinates were determined by differentially corrected
 OO1526.hand held GPS observations or other comparable positioning techniques
 OO1526.and have an estimated accuracy of +/- 3 meters.
 OO1526
 OO1526.The orthometric height was determined by differential leveling and
 OO1526.adjusted by the NATIONAL GEODETIC SURVEY
 OO1526.in June 1991.
 OO1526
 OO1526.Significant digits in the geoid height do not necessarily reflect accuracy.
 OO1526.GEOID18 height accuracy estimate available here.
 OO1526
 OO1526.Click photographs - Photos may exist for this station.
 OO1526
 OO1526.The dynamic height is computed by dividing the NAVD 88
 OO1526.geopotential number by the normal gravity value computed on the
 OO1526.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OO1526.degrees latitude (g = 980.6199 gals.).
 OO1526
 OO1526.The modeled gravity was interpolated from observed gravity values.
 OO1526
 OO1526;                    North         East    Units  Estimated Accuracy
 OO1526;SPC MN S     -   195,177.0     954,373.4     MT  (+/- 3 meters HH1 GPS) 
 OO1526
 OO1526_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWJ7393854542(NAD 83)
 OO1526
 OO1526                          SUPERSEDED SURVEY CONTROL
 OO1526
 OO1526.No superseded survey control is available for this station.
 OO1526
 OO1526_MARKER: DB = BENCH MARK DISK
 OO1526_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 OO1526_STAMPING: 2305 AF 1979
 OO1526_MARK LOGO: MNHD
 OO1526_PROJECTION: PROJECTING 5 CENTIMETERS
 OO1526_MAGNETIC: I = MARKER IS A STEEL ROD
 OO1526_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OO1526_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OO1526+SATELLITE: SATELLITE OBSERVATIONS - August 26, 2024
 OO1526
 OO1526  HISTORY     - Date     Condition        Report By
 OO1526  HISTORY     - 19790401 MONUMENTED       MNHD
 OO1526  HISTORY     - 20161101 GOOD             MNDT
 OO1526  HISTORY     - 20240826 GOOD             MNDT
 OO1526
 OO1526                          STATION DESCRIPTION
 OO1526
 OO1526'DESCRIBED BY MN HIGHWAY DEPT 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.
 OO1526
 OO1526                          STATION RECOVERY (2016)
 OO1526
 OO1526'RECOVERY NOTE BY MN DEPT OF TRANSP 2016 (DAS)
 OO1526'THE MARK IS LOCATED ABOUT 5.4 MI (8.7 KM) EAST OF CHATFIELD.
 OO1526'
 OO1526'TO REACH THE MARK GO 1.9 MI (3.1 KM) SOUTHEAST ALONG TRUNK HIGHWAY 30
 OO1526'FROM THE JUNCTION OF TRUNK HIGHWAY 30 AND TRUNK HIGHWAY 74 EAST OF
 OO1526'CHATFIELD, AT TRUNK HIGHWAY 30 MILE POINT 246.3.
 OO1526'
 OO1526'THE MARK IS LOCATED 74.3 FT (22.6 M) NORTH OF TRUNK HIGHWAY 30, 23.0
 OO1526'FT (7.0 M) WEST OF A FIELD ENTRANCE, 12.0 FT (3.7 M) WEST OF A FENCE
 OO1526'CORNER, 0.7 FT (21 CM) SOUTH OF A WITNESS POST.
 OO1526
 OO1526                          STATION RECOVERY (2024)
 OO1526
 OO1526'RECOVERY NOTE BY MN DEPT OF TRANSP 2024 (KMS)
 OO1526'5.4 MI (8.7 KM) EAST OF CHATFIELD, 1.9 MI (3.1 KM) SOUTHEAST ALONG
 OO1526'TRUNK HIGHWAY 30 FROM THE JUNCTION OF TRUNK HIGHWAY 30 AND TRUNK
 OO1526'HIGHWAY 74 (THE JUNCTION IS 4.0 MI (6.4 KM) EAST OF CHATFIELD), AT
 OO1526'TRUNK HIGHWAY 30 MILE POINT 246.3, 74.3 FT (22.6 M) NORTH OF TRUNK
 OO1526'HIGHWAY 30, 23.0 FT (7.0 M) WEST OF A FIELD ENTRANCE, 12.0 FT (3.7 M)
 OO1526'WEST OF A FENCE CORNER, 0.7 FT (21 CM) SOUTH OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 OO1527 ***********************************************************************
 OO1527  DESIGNATION -  2305 AG
 OO1527  PID         -  OO1527
 OO1527  STATE/COUNTY-  MN/FILLMORE
 OO1527  COUNTRY     -  US
 OO1527  USGS QUAD   -  PILOT MOUND (2019)
 OO1527
 OO1527                         *CURRENT SURVEY CONTROL
 OO1527  ______________________________________________________________________
 OO1527* NAD 83(2011) POSITION- 43 50 32.85707(N) 092 05 26.71844(W)   ADJUSTED
 OO1527* NAD 83(2011) ELLIP HT-   300.773 (meters)        (04/01/15)   ADJUSTED
 OO1527* NAD 83(2011) EPOCH   -  2010.00
 OO1527* NAVD 88 ORTHO HEIGHT -   330.798 (meters)     1085.29  (feet) ADJUSTED
 OO1527  ______________________________________________________________________
 OO1527  GEOID HEIGHT    -        -30.019 (meters)                     GEOID18
 OO1527  NAD 83(2011) X  -   -168,105.188 (meters)                     COMP
 OO1527  NAD 83(2011) Y  - -4,604,768.036 (meters)                     COMP
 OO1527  NAD 83(2011) Z  -  4,395,691.677 (meters)                     COMP
 OO1527  LAPLACE CORR    -         -1.58  (seconds)                    DEFLEC18
 OO1527  DYNAMIC HEIGHT  -        330.736 (meters)     1085.09  (feet) COMP
 OO1527  MODELED GRAVITY -    980,421.8   (mgal)                       NAVD 88
 OO1527
 OO1527  VERT ORDER      -  SECOND    CLASS II
 OO1527
 OO1527  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 OO1527  Standards:
 OO1527         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 OO1527            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 OO1527  -------------------------------------------------------------------
 OO1527  NETWORK    0.89   1.02           0.40   0.32   0.52      0.05716546
 OO1527  -------------------------------------------------------------------
 OO1527  Click here for local accuracies and other accuracy information.
 OO1527
 OO1527.The horizontal coordinates were established by GPS observations
 OO1527.and adjusted by the MN DEPT OF TRANSP in April 2015.
 OO1527
 OO1527.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 OO1527.been affixed to the stable North American tectonic plate. See 
 OO1527.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 OO1527
 OO1527.The horizontal coordinates are valid at the epoch date displayed above
 OO1527.which is a decimal equivalence of Year/Month/Day.
 OO1527
 OO1527.The orthometric height was determined by differential leveling and
 OO1527.adjusted by the NATIONAL GEODETIC SURVEY
 OO1527.in June 1991.
 OO1527
 OO1527.Significant digits in the geoid height do not necessarily reflect accuracy.
 OO1527.GEOID18 height accuracy estimate available here.
 OO1527
 OO1527.Click photographs - Photos may exist for this station.
 OO1527
 OO1527.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 OO1527
 OO1527.The Laplace correction was computed from DEFLEC18 derived deflections.
 OO1527
 OO1527.The ellipsoidal height was determined by GPS observations
 OO1527.and is referenced to NAD 83.
 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. The following values were computed from the NAD 83(2011) position.
 OO1527
 OO1527;                    North         East     Units Scale Factor Converg.
 OO1527;SPC MN S     -   195,401.113   953,522.028   MT  0.99998771   +1 20 17.7
 OO1527;SPC MN S     -   641,078.48  3,128,346.85   sFT  0.99998771   +1 20 17.7
 OO1527;UTM  15      - 4,854,777.230   573,090.640   MT  0.99966571   +0 37 47.4
 OO1527
 OO1527!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OO1527!SPC MN S     -   0.99995284  x   0.99998771  =   0.99994055
 OO1527!UTM  15      -   0.99995284  x   0.99966571  =   0.99961856
 OO1527
 OO1527_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWJ7309054777(NAD 83)
 OO1527
 OO1527                          SUPERSEDED SURVEY CONTROL
 OO1527
 OO1527.No superseded survey control is available for this station.
 OO1527
 OO1527_MARKER: DV = VERTICAL CONTROL DISK
 OO1527_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 OO1527_STAMPING: 2305 AG 1979
 OO1527_MARK LOGO: MNHD
 OO1527_PROJECTION: FLUSH
 OO1527_MAGNETIC: I = MARKER IS A STEEL ROD
 OO1527_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OO1527_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OO1527+SATELLITE: SATELLITE OBSERVATIONS - August 26, 2024
 OO1527
 OO1527  HISTORY     - Date     Condition        Report By
 OO1527  HISTORY     - 1979     MONUMENTED       MNHD
 OO1527  HISTORY     - 20130820 GOOD             MNDT
 OO1527  HISTORY     - 20161101 GOOD             MNDT
 OO1527  HISTORY     - 20191001 GOOD             MNDT
 OO1527  HISTORY     - 20240826 GOOD             MNDT
 OO1527
 OO1527                          STATION DESCRIPTION
 OO1527
 OO1527'DESCRIBED BY MN HIGHWAY DEPT 1979
 OO1527'4.85 MI EAST FROM CHATFIELD.  IT IS LOCATED 1.35 MILES SOUTHEAST ALONG
 OO1527'TRUNK HIGHWAY 30 FROM ITS JUNCTION WITH TRUNK HIGHWAY 74 ABOUT 4 MILES
 OO1527'EAST OF CHATFIELD AND IS NEAR TRUNK HIGHWAY 30 MILE POINT 245.8 IN THE
 OO1527'NORTHEAST 1/4 OF SECTION 1, T104N, R11W.  IT IS 112.3 FEET WEST OF
 OO1527'POWER POLE NUMBER 2800 WITH GUY WIRES, 134 FEET WEST-SOUTHWEST OF THE
 OO1527'SOUTH END OF A 60 INCH CONCRETE ARCH CATTLE PASS, 72.5 FEET SOUTH OF
 OO1527'AND 2 FEET LOWER THAN THE CENTERLINE OF TRUNK HIGHWAY 30, 69.8 FEET
 OO1527'WEST OF A STEEL RIGHT-OF-WAY SIGN POST, 12 FEET WEST OF THE CENTER OF
 OO1527'A FIELD ENTRANCE, 3.7 FEET NORTHWEST OF THE WEST GATE POST AT THE
 OO1527'FIELD ENTRANCE AND 0.6 FOOT NORTH OF A STEEL WITNESS POST.  THE MARK,
 OO1527'A 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.
 OO1527
 OO1527                          STATION RECOVERY (2013)
 OO1527
 OO1527'RECOVERY NOTE BY MN DEPT OF TRANSP 2013 (TXR)
 OO1527'RECOVERED AS DESCRIBED.
 OO1527
 OO1527                          STATION RECOVERY (2016)
 OO1527
 OO1527'RECOVERY NOTE BY MN DEPT OF TRANSP 2016 (DAS)
 OO1527'RECOVERED AS DESCRIBED.
 OO1527
 OO1527                          STATION RECOVERY (2019)
 OO1527
 OO1527'RECOVERY NOTE BY MN DEPT OF TRANSP 2019 (TJD)
 OO1527'4.85 MI (7.80 KM) EAST OF CHATFIELD, 1.3 MI (2.1 KM) SOUTHEAST ALONG
 OO1527'TRUNK HIGHWAY 30 FROM THE JUNCTION OF TRUNK HIGHWAY 30 AND TRUNK
 OO1527'HIGHWAY 74, AT TRUNK HIGHWAY 30 MILE POINT 245.8, 134.0 FT (40.8 M)
 OO1527'WEST-SOUTHWEST OF THE SOUTH END OF A CONCRETE CATTLE PASS, 112.3 FT
 OO1527'(34.2 M) WEST OF POWER POLE NUMBER 2800 WITH GUY WIRES, 72.5 FT (22.1
 OO1527'M) SOUTH OF TRUNK HIGHWAY 30, 69.8 FT (21.3 M) WEST OF A RIGHT-OF-WAY
 OO1527'POST, 12.0 FT (3.7 M) WEST OF A FIELD ENTRANCE, 1.0 FT (0.3 M) NORTH
 OO1527'OF A WITNESS POST.
 OO1527
 OO1527                          STATION RECOVERY (2024)
 OO1527
 OO1527'RECOVERY NOTE BY MN DEPT OF TRANSP 2024 (KMS)
 OO1527'4.85 MI (7.80 KM) EAST OF CHATFIELD, 1.3 MI (2.1 KM) SOUTHEAST ALONG
 OO1527'TRUNK HIGHWAY 30 FROM THE JUNCTION OF TRUNK HIGHWAY 30 AND TRUNK
 OO1527'HIGHWAY 74 (THE JUNCTION IS 4.0 MI (6.4 KM) EAST OF CHATFIELD), AT
 OO1527'TRUNK HIGHWAY 30 MILE POINT 245.8, 134.0 FT (40.8 M) WEST-SOUTHWEST OF
 OO1527'THE SOUTH END OF A CONCRETE CATTLE PASS, 112.3 FT (34.2 M) WEST OF A
 OO1527'POWER POLE NUMBER 2800 WITH GUY WIRES, 72.5 FT (22.1 M) SOUTH OF TRUNK
 OO1527'HIGHWAY 30, 69.8 FT (21.3 M) WEST OF A RIGHT-OF-WAY POST, 12.0 FT (3.7
 OO1527'M) WEST OF A FIELD ENTRANCE, 1.0 FT (0.3 M) NORTH OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 OO1528 ***********************************************************************
 OO1528  DESIGNATION -  2305 AH
 OO1528  PID         -  OO1528
 OO1528  STATE/COUNTY-  MN/FILLMORE
 OO1528  COUNTRY     -  US
 OO1528  USGS QUAD   -  PILOT MOUND (2019)
 OO1528
 OO1528                         *CURRENT SURVEY CONTROL
 OO1528  ______________________________________________________________________
 OO1528* NAD 83(1986) POSITION- 43 50 44.53   (N) 092 06 11.54   (W)   HD_HELD1
 OO1528* NAVD 88 ORTHO HEIGHT -   337.344 (meters)     1106.77  (feet) ADJUSTED
 OO1528  ______________________________________________________________________
 OO1528  GEOID HEIGHT    -        -30.008 (meters)                     GEOID18
 OO1528  DYNAMIC HEIGHT  -        337.282 (meters)     1106.57  (feet) COMP
 OO1528  MODELED GRAVITY -    980,423.1   (mgal)                       NAVD 88
 OO1528
 OO1528  VERT ORDER      -  SECOND    CLASS I
 OO1528
 OO1528.The horizontal coordinates were determined by differentially corrected
 OO1528.hand held GPS observations or other comparable positioning techniques
 OO1528.and have an estimated accuracy of +/- 3 meters.
 OO1528
 OO1528.The orthometric height was determined by differential leveling and
 OO1528.adjusted by the NATIONAL GEODETIC SURVEY
 OO1528.in June 1991.
 OO1528
 OO1528.Significant digits in the geoid height do not necessarily reflect accuracy.
 OO1528.GEOID18 height accuracy estimate available here.
 OO1528
 OO1528.Click photographs - Photos may exist for this station.
 OO1528
 OO1528.The dynamic height is computed by dividing the NAVD 88
 OO1528.geopotential number by the normal gravity value computed on the
 OO1528.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OO1528.degrees latitude (g = 980.6199 gals.).
 OO1528
 OO1528.The modeled gravity was interpolated from observed gravity values.
 OO1528
 OO1528;                    North         East    Units  Estimated Accuracy
 OO1528;SPC MN S     -   195,738.0     952,512.7     MT  (+/- 3 meters HH1 GPS) 
 OO1528
 OO1528_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWJ7208555126(NAD 83)
 OO1528
 OO1528                          SUPERSEDED SURVEY CONTROL
 OO1528
 OO1528.No superseded survey control is available for this station.
 OO1528
 OO1528_MARKER: DV = VERTICAL CONTROL DISK
 OO1528_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 OO1528_STAMPING: 2305 AH 1979
 OO1528_MARK LOGO: MNHD
 OO1528_PROJECTION: PROJECTING 5 CENTIMETERS
 OO1528_MAGNETIC: I = MARKER IS A STEEL ROD
 OO1528_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OO1528_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 OO1528+SATELLITE: SATELLITE OBSERVATIONS - August 26, 2024
 OO1528
 OO1528  HISTORY     - Date     Condition        Report By
 OO1528  HISTORY     - 19790401 MONUMENTED       MNHD
 OO1528  HISTORY     - 20130402 GOOD             MNDT
 OO1528  HISTORY     - 20161101 GOOD             MNDT
 OO1528  HISTORY     - 20240826 GOOD             MNDT
 OO1528
 OO1528                          STATION DESCRIPTION
 OO1528
 OO1528'DESCRIBED BY MN HIGHWAY DEPT 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.
 OO1528
 OO1528                          STATION RECOVERY (2013)
 OO1528
 OO1528'RECOVERY NOTE BY MN DEPT OF TRANSP 2013 (JBG)
 OO1528'RECOVERED AS DESCRIBED.
 OO1528
 OO1528                          STATION RECOVERY (2016)
 OO1528
 OO1528'RECOVERY NOTE BY MN DEPT OF TRANSP 2016 (DAS)
 OO1528'THE MARK IS LOCATED ABOUT 4.25 MI (6.84 KM) EAST OF CHATFIELD.
 OO1528'
 OO1528'TO REACH THE MARK GO 0.7 MI (1.1 KM) SOUTHEAST ALONG TRUNK HIGHWAY 30
 OO1528'FROM THE JUNCTION OF TRUNK HIGHWAY 30 AND TRUNK HIGHWAY 74 EAST OF
 OO1528'CHATFIELD, AT TRUNK HIGHWAY 30 MILE POINT 245.1.
 OO1528'
 OO1528'THE MARK IS LOCATED 66.4 FT (20.2 M) SOUTHWEST OF TRUNK HIGHWAY 30,
 OO1528'1.0 FT (0.3 M) NORTHEAST OF A WITNESS POST.
 OO1528
 OO1528                          STATION RECOVERY (2024)
 OO1528
 OO1528'RECOVERY NOTE BY MN DEPT OF TRANSP 2024 (KMS)
 OO1528'4.25 MI (6.84 KM) EAST OF CHATFIELD, 0.7 MI (1.1 KM) SOUTHEAST ALONG
 OO1528'TRUNK HIGHWAY 30 FROM THE JUNCTION OF TRUNK HIGHWAY 30 AND TRUNK
 OO1528'HIGHWAY 74 (THE JUNCTION IS 4.0 MI (6.4 KM) EAST OF CHATFIELD), AT
 OO1528'TRUNK HIGHWAY 30 MILE POINT 245.1, 66.4 FT (20.2 M) SOUTHWEST OF TRUNK
 OO1528'HIGHWAY 30, 1.0 FT (0.3 M) NORTHEAST OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DQ6508 ***********************************************************************
 DQ6508  DESIGNATION -  2305 AJ
 DQ6508  PID         -  DQ6508
 DQ6508  STATE/COUNTY-  MN/FILLMORE
 DQ6508  COUNTRY     -  US
 DQ6508  USGS QUAD   -  PILOT MOUND (2019)
 DQ6508
 DQ6508                         *CURRENT SURVEY CONTROL
 DQ6508  ______________________________________________________________________
 DQ6508* NAD 83(1986) POSITION- 43 49 21.08   (N) 092 01 30.63   (W)   HD_HELD1
 DQ6508* NAVD 88 ORTHO HEIGHT -   303.751 (meters)      996.56  (feet) ADJUSTED
 DQ6508  ______________________________________________________________________
 DQ6508  GEOID HEIGHT    -        -30.087 (meters)                     GEOID18
 DQ6508  DYNAMIC HEIGHT  -        303.693 (meters)      996.37  (feet) COMP
 DQ6508  MODELED GRAVITY -    980,417.7   (mgal)                       NAVD 88
 DQ6508
 DQ6508  VERT ORDER      -  SECOND    CLASS I
 DQ6508
 DQ6508.The horizontal coordinates were determined by differentially corrected
 DQ6508.hand held GPS observations or other comparable positioning techniques
 DQ6508.and have an estimated accuracy of +/- 3 meters.
 DQ6508
 DQ6508.The orthometric height was determined by differential leveling and
 DQ6508.adjusted by the NATIONAL GEODETIC SURVEY
 DQ6508.in May 2019.
 DQ6508
 DQ6508.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ6508.GEOID18 height accuracy estimate available here.
 DQ6508
 DQ6508.Click photographs - Photos may exist for this station.
 DQ6508
 DQ6508.The dynamic height is computed by dividing the NAVD 88
 DQ6508.geopotential number by the normal gravity value computed on the
 DQ6508.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ6508.degrees latitude (g = 980.6199 gals.).
 DQ6508
 DQ6508.The modeled gravity was interpolated from observed gravity values.
 DQ6508
 DQ6508;                    North         East    Units  Estimated Accuracy
 DQ6508;SPC MN S     -   193,311.8     958,847.8     MT  (+/- 3 meters HH1 GPS) 
 DQ6508
 DQ6508_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWJ7838852622(NAD 83)
 DQ6508
 DQ6508                          SUPERSEDED SURVEY CONTROL
 DQ6508
 DQ6508.No superseded survey control is available for this station.
 DQ6508
 DQ6508_MARKER: I = METAL ROD
 DQ6508_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DQ6508_STAMPING: 2305 AJ 2016
 DQ6508_MARK LOGO: MNDT
 DQ6508_PROJECTION: RECESSED 10 CENTIMETERS
 DQ6508_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DQ6508_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ6508_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ6508+SATELLITE: SATELLITE OBSERVATIONS - August 27, 2024
 DQ6508_ROD/PIPE-DEPTH: 6.1 meters
 DQ6508
 DQ6508  HISTORY     - Date     Condition        Report By
 DQ6508  HISTORY     - 20161115 MONUMENTED       MNDT
 DQ6508  HISTORY     - 20201207 GOOD             MNDT
 DQ6508  HISTORY     - 20240827 GOOD             MNDT
 DQ6508
 DQ6508                          STATION DESCRIPTION
 DQ6508
 DQ6508'DESCRIBED BY MN DEPT OF TRANSP 2016
 DQ6508'THE MARK IS LOCATED ABOUT IN PILOT MOUND.
 DQ6508'
 DQ6508'TO REACH THE MARK AT TRUNK HIGHWAY 30 MILE POINT 258.3.
 DQ6508'
 DQ6508'THE MARK IS LOCATED 27.3 FT (8.3 M) SOUTH OF TRUNK HIGHWAY 30, 26.9 FT
 DQ6508'(8.2 M) EAST OF HARROW STREET SOUTH, 1.5 FT (0.5 M) NORTH OF A WITNESS
 DQ6508'POST.
 DQ6508'
 DQ6508'NOTE-THE STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM ROD
 DQ6508'DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION REMOVABLE DISK
 DQ6508'SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH PVC
 DQ6508'PIPE BACK FILLED WITH WASHED SAND.
 DQ6508
 DQ6508                          STATION RECOVERY (2020)
 DQ6508
 DQ6508'RECOVERY NOTE BY MN DEPT OF TRANSP 2020 (KMS)
 DQ6508'RECOVERED IN GOOD CONDITION.
 DQ6508
 DQ6508                          STATION RECOVERY (2024)
 DQ6508
 DQ6508'RECOVERY NOTE BY MN DEPT OF TRANSP 2024 (KMS)
 DQ6508'IN PILOT MOUND, AT THE JUNCTION OF TRUNK HIGHWAY 30 AND HARROW STREET
 DQ6508'IN PILOT MOUND, AT TRUNK HIGHWAY 30 MILE POINT 258.3, 27.3 FT (8.3 M)
 DQ6508'SOUTH OF TRUNK HIGHWAY 30, 26.9 FT (8.2 M) EAST OF HARROW STREET
 DQ6508'SOUTH, 1.5 FT (0.5 M) NORTH OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DQ6512 ***********************************************************************
 DQ6512  DESIGNATION -  2305 AK
 DQ6512  PID         -  DQ6512
 DQ6512  STATE/COUNTY-  MN/FILLMORE
 DQ6512  COUNTRY     -  US
 DQ6512  USGS QUAD   -  ARENDAHL (2019)
 DQ6512
 DQ6512                         *CURRENT SURVEY CONTROL
 DQ6512  ______________________________________________________________________
 DQ6512* NAD 83(1986) POSITION- 43 49 31.27   (N) 091 58 46.71   (W)   HD_HELD1
 DQ6512* NAVD 88 ORTHO HEIGHT -   341.211 (meters)     1119.46  (feet) ADJUSTED
 DQ6512  ______________________________________________________________________
 DQ6512  GEOID HEIGHT    -        -30.108 (meters)                     GEOID18
 DQ6512  DYNAMIC HEIGHT  -        341.146 (meters)     1119.24  (feet) COMP
 DQ6512  MODELED GRAVITY -    980,417.6   (mgal)                       NAVD 88
 DQ6512
 DQ6512  VERT ORDER      -  SECOND    CLASS I
 DQ6512
 DQ6512.The horizontal coordinates were determined by differentially corrected
 DQ6512.hand held GPS observations or other comparable positioning techniques
 DQ6512.and have an estimated accuracy of +/- 3 meters.
 DQ6512
 DQ6512.The orthometric height was determined by differential leveling and
 DQ6512.adjusted by the NATIONAL GEODETIC SURVEY
 DQ6512.in May 2019.
 DQ6512
 DQ6512.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ6512.GEOID18 height accuracy estimate available here.
 DQ6512
 DQ6512.Click photographs - Photos may exist for this station.
 DQ6512
 DQ6512.The dynamic height is computed by dividing the NAVD 88
 DQ6512.geopotential number by the normal gravity value computed on the
 DQ6512.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ6512.degrees latitude (g = 980.6199 gals.).
 DQ6512
 DQ6512.The modeled gravity was interpolated from observed gravity values.
 DQ6512
 DQ6512;                    North         East    Units  Estimated Accuracy
 DQ6512;SPC MN S     -   193,715.7     962,501.8     MT  (+/- 3 meters HH1 GPS) 
 DQ6512
 DQ6512_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWJ8204652981(NAD 83)
 DQ6512
 DQ6512                          SUPERSEDED SURVEY CONTROL
 DQ6512
 DQ6512.No superseded survey control is available for this station.
 DQ6512
 DQ6512_MARKER: I = METAL ROD
 DQ6512_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DQ6512_STAMPING: 2305 AK 2016
 DQ6512_MARK LOGO: MNDT
 DQ6512_PROJECTION: RECESSED 5 CENTIMETERS
 DQ6512_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DQ6512_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ6512_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ6512+SATELLITE: SATELLITE OBSERVATIONS - August 24, 2024
 DQ6512_ROD/PIPE-DEPTH: 4.0 meters
 DQ6512
 DQ6512  HISTORY     - Date     Condition        Report By
 DQ6512  HISTORY     - 20161115 MONUMENTED       MNDT
 DQ6512  HISTORY     - 20240824 GOOD             MNDT
 DQ6512
 DQ6512                          STATION DESCRIPTION
 DQ6512
 DQ6512'DESCRIBED BY MN DEPT OF TRANSP 2016
 DQ6512'THE MARK IS LOCATED ABOUT 2.3 MI (3.7 KM) EAST OF PILOT MOUND.
 DQ6512'
 DQ6512'TO REACH THE MARK GO 2.5 MI (4.0 KM) EAST ALONG TRUNK HIGHWAY 30 FROM
 DQ6512'THE JUNCTION OF TRUNK HIGHWAY 30 AND COUNTY ROAD 104 (HARROW ROAD) IN
 DQ6512'PILOT MOUND, AT TRUNK HIGHWAY 30 MILE POINT 253.02.
 DQ6512'
 DQ6512'THE MARK IS LOCATED 34.3 FT (10.5 M) NORTH OF TRUNK HIGHWAY 30, 9.3 FT
 DQ6512'(2.8 M) WEST OF GROUSE ROAD EXTENDED, 1.5 FT (0.5 M) SOUTH OF A
 DQ6512'WITNESS POST.
 DQ6512'
 DQ6512'NOTE-THE STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM ROD
 DQ6512'DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION REMOVABLE DISK
 DQ6512'SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH PVC
 DQ6512'PIPE BACK FILLED WITH WASHED SAND.
 DQ6512
 DQ6512                          STATION RECOVERY (2024)
 DQ6512
 DQ6512'RECOVERY NOTE BY MN DEPT OF TRANSP 2024 (KMS)
 DQ6512'2.3 MI (3.7 KM) EAST OF PILOT MOUND, 2.5 MI (4.0 KM) EAST ALONG TRUNK
 DQ6512'HIGHWAY 30 FROM THE JUNCTION OF TRUNK HIGHWAY 30 AND COUNTY ROAD 104
 DQ6512'(HARROW ROAD) IN PILOT MOUND, AT TRUNK HIGHWAY 30 MILE POINT 253.02,
 DQ6512'34.3 FT (10.5 M) NORTH OF TRUNK HIGHWAY 30, 9.3 FT (2.8 M) WEST OF
 DQ6512'GROUSE ROAD EXTENDED, 1.5 FT (0.5 M) SOUTH OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DQ6513 ***********************************************************************
 DQ6513  DESIGNATION -  2305 AL
 DQ6513  PID         -  DQ6513
 DQ6513  STATE/COUNTY-  MN/FILLMORE
 DQ6513  COUNTRY     -  US
 DQ6513  USGS QUAD   -  ARENDAHL (2019)
 DQ6513
 DQ6513                         *CURRENT SURVEY CONTROL
 DQ6513  ______________________________________________________________________
 DQ6513* NAD 83(1986) POSITION- 43 49 31.48   (N) 091 55 10.92   (W)   HD_HELD1
 DQ6513* NAVD 88 ORTHO HEIGHT -   367.496 (meters)     1205.69  (feet) ADJUSTED
 DQ6513  ______________________________________________________________________
 DQ6513  GEOID HEIGHT    -        -30.144 (meters)                     GEOID18
 DQ6513  DYNAMIC HEIGHT  -        367.426 (meters)     1205.46  (feet) COMP
 DQ6513  MODELED GRAVITY -    980,417.2   (mgal)                       NAVD 88
 DQ6513
 DQ6513  VERT ORDER      -  SECOND    CLASS I
 DQ6513
 DQ6513.The horizontal coordinates were determined by differentially corrected
 DQ6513.hand held GPS observations or other comparable positioning techniques
 DQ6513.and have an estimated accuracy of +/- 3 meters.
 DQ6513
 DQ6513.The orthometric height was determined by differential leveling and
 DQ6513.adjusted by the NATIONAL GEODETIC SURVEY
 DQ6513.in May 2019.
 DQ6513
 DQ6513.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ6513.GEOID18 height accuracy estimate available here.
 DQ6513
 DQ6513.Click photographs - Photos may exist for this station.
 DQ6513
 DQ6513.The dynamic height is computed by dividing the NAVD 88
 DQ6513.geopotential number by the normal gravity value computed on the
 DQ6513.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ6513.degrees latitude (g = 980.6199 gals.).
 DQ6513
 DQ6513.The modeled gravity was interpolated from observed gravity values.
 DQ6513
 DQ6513;                    North         East    Units  Estimated Accuracy
 DQ6513;SPC MN S     -   193,843.1     967,321.9     MT  (+/- 3 meters HH1 GPS) 
 DQ6513
 DQ6513_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWJ8686553049(NAD 83)
 DQ6513
 DQ6513                          SUPERSEDED SURVEY CONTROL
 DQ6513
 DQ6513.No superseded survey control is available for this station.
 DQ6513
 DQ6513_MARKER: I = METAL ROD
 DQ6513_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DQ6513_STAMPING: 2305 AL 2016
 DQ6513_MARK LOGO: MNDT
 DQ6513_PROJECTION: RECESSED 3 CENTIMETERS
 DQ6513_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DQ6513_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ6513_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ6513+SATELLITE: SATELLITE OBSERVATIONS - August 21, 2024
 DQ6513_ROD/PIPE-DEPTH: 6.1 meters
 DQ6513
 DQ6513  HISTORY     - Date     Condition        Report By
 DQ6513  HISTORY     - 20161115 MONUMENTED       MNDT
 DQ6513  HISTORY     - 20240821 GOOD             MNDT
 DQ6513
 DQ6513                          STATION DESCRIPTION
 DQ6513
 DQ6513'DESCRIBED BY MN DEPT OF TRANSP 2016
 DQ6513'THE MARK IS LOCATED ABOUT 5.5 MI (8.8 KM) EAST OF PILOT MOUND.
 DQ6513'
 DQ6513'TO REACH THE MARK GO 5.5 MI (8.8 KM) EAST ALONG TRUNK HIGHWAY 30 FROM
 DQ6513'THE JUNCTION OF TRUNK HIGHWAY 30 AND COUNTY ROAD 104 (HARROW ROAD) IN
 DQ6513'PILOT MOUND, AT TRUNK HIGHWAY 30 MILE POINT 256.1.
 DQ6513'
 DQ6513'THE MARK IS LOCATED 50.7 FT (15.5 M) NORTH OF TRUNK HIGHWAY 30, 25.7
 DQ6513'FT (7.8 M) EAST OF 365TH AVENUE (DEAD END), 8.6 FT (2.6 M) SOUTHWEST
 DQ6513'OF A WITNESS POST.
 DQ6513'
 DQ6513'NOTE-THE STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM ROD
 DQ6513'DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION REMOVABLE DISK
 DQ6513'SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH PVC
 DQ6513'PIPE BACK FILLED WITH WASHED SAND.
 DQ6513
 DQ6513                          STATION RECOVERY (2024)
 DQ6513
 DQ6513'RECOVERY NOTE BY MN DEPT OF TRANSP 2024 (KMS)
 DQ6513'5.5 MI (8.8 KM) EAST OF PILOT MOUND, 5.5 MI (8.8 KM) EAST ALONG TRUNK
 DQ6513'HIGHWAY 30 FROM THE JUNCTION OF TRUNK HIGHWAY 30 AND COUNTY ROAD 104
 DQ6513'(HARROW ROAD) IN PILOT MOUND, AT TRUNK HIGHWAY 30 MILE POINT 256.1,
 DQ6513'50.7 FT (15.5 M) NORTH OF TRUNK HIGHWAY 30, 25.7 FT (7.8 M) EAST OF
 DQ6513'365TH AVENUE (DEAD END), 8.6 FT (2.6 M) SOUTHEAST OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DQ6515 ***********************************************************************
 DQ6515  DESIGNATION -  2305 AM
 DQ6515  PID         -  DQ6515
 DQ6515  STATE/COUNTY-  MN/FILLMORE
 DQ6515  COUNTRY     -  US
 DQ6515  USGS QUAD   -  ARENDAHL (2019)
 DQ6515
 DQ6515                         *CURRENT SURVEY CONTROL
 DQ6515  ______________________________________________________________________
 DQ6515* NAD 83(1986) POSITION- 43 49 30.97   (N) 091 53 33.25   (W)   HD_HELD1
 DQ6515* NAVD 88 ORTHO HEIGHT -   365.884 (meters)     1200.40  (feet) ADJUSTED
 DQ6515  ______________________________________________________________________
 DQ6515  GEOID HEIGHT    -        -30.162 (meters)                     GEOID18
 DQ6515  DYNAMIC HEIGHT  -        365.814 (meters)     1200.17  (feet) COMP
 DQ6515  MODELED GRAVITY -    980,417.9   (mgal)                       NAVD 88
 DQ6515
 DQ6515  VERT ORDER      -  SECOND    CLASS I
 DQ6515
 DQ6515.The horizontal coordinates were determined by differentially corrected
 DQ6515.hand held GPS observations or other comparable positioning techniques
 DQ6515.and have an estimated accuracy of +/- 3 meters.
 DQ6515
 DQ6515.The orthometric height was determined by differential leveling and
 DQ6515.adjusted by the NATIONAL GEODETIC SURVEY
 DQ6515.in May 2019.
 DQ6515
 DQ6515.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ6515.GEOID18 height accuracy estimate available here.
 DQ6515
 DQ6515.Click photographs - Photos may exist for this station.
 DQ6515
 DQ6515.The dynamic height is computed by dividing the NAVD 88
 DQ6515.geopotential number by the normal gravity value computed on the
 DQ6515.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ6515.degrees latitude (g = 980.6199 gals.).
 DQ6515
 DQ6515.The modeled gravity was interpolated from observed gravity values.
 DQ6515
 DQ6515;                    North         East    Units  Estimated Accuracy
 DQ6515;SPC MN S     -   193,883.2     969,504.0     MT  (+/- 3 meters HH1 GPS) 
 DQ6515
 DQ6515_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWJ8904753062(NAD 83)
 DQ6515
 DQ6515                          SUPERSEDED SURVEY CONTROL
 DQ6515
 DQ6515.No superseded survey control is available for this station.
 DQ6515
 DQ6515_MARKER: I = METAL ROD
 DQ6515_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DQ6515_STAMPING: 2305 AM 2016
 DQ6515_MARK LOGO: MNDT
 DQ6515_PROJECTION: RECESSED 5 CENTIMETERS
 DQ6515_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DQ6515_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ6515_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ6515+SATELLITE: SATELLITE OBSERVATIONS - August 21, 2024
 DQ6515_ROD/PIPE-DEPTH: 7.6 meters
 DQ6515
 DQ6515  HISTORY     - Date     Condition        Report By
 DQ6515  HISTORY     - 20161115 MONUMENTED       MNDT
 DQ6515  HISTORY     - 20240821 GOOD             MNDT
 DQ6515
 DQ6515                          STATION DESCRIPTION
 DQ6515
 DQ6515'DESCRIBED BY MN DEPT OF TRANSP 2016
 DQ6515'THE MARK IS LOCATED ABOUT 6.5 MI (10.5 KM) EAST OF PILOT MOUND  TO
 DQ6515'REACH THE MARK GO 6.9 MI (11.1 KM) EAST ALONG TRUNK HIGHWAY 30 FROM
 DQ6515'THE JUNCTION OF TRUNK HIGHWAY 30 AND COUNTY ROAD 104 (HARROW ROAD) IN
 DQ6515'PILOT MOUND, AT TRUNK HIGHWAY 30 MILE POINT 257.4, 0.1 MI (0.2 KM)
 DQ6515'WEST OF 381ST AVENUE.
 DQ6515'
 DQ6515'THE MARK IS LOCATED 34.9 FT (10.6 M) NORTH OF TRUNK HIGHWAY 30, 16.7
 DQ6515'FT (5.1 M) EAST OF A DRIVEWAY NUMBER 37975, 1.5 FT (0.5 M) SOUTH OF A
 DQ6515'WITNESS POST.
 DQ6515'
 DQ6515'NOTE-THE STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM ROD
 DQ6515'DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION REMOVABLE DISK
 DQ6515'SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH PVC
 DQ6515'PIPE BACK FILLED WITH WASHED SAND.
 DQ6515
 DQ6515                          STATION RECOVERY (2024)
 DQ6515
 DQ6515'RECOVERY NOTE BY MN DEPT OF TRANSP 2024 (KMS)
 DQ6515'6.5 MI (10.5 KM) EAST OF PILOT MOUND, 6.9 MI (11.1 KM) EAST ALONG
 DQ6515'TRUNK HIGHWAY 30 FROM THE JUNCTION OF TRUNK HIGHWAY 30 AND COUNTY ROAD
 DQ6515'104 (HARROW ROAD) IN PILOT MOUND, AT TRUNK HIGHWAY 30 MILE POINT
 DQ6515'257.4, 0.1 MI (0.2 KM) WEST OF 381ST AVENUE, 34.9 FT (10.6 M) NORTH OF
 DQ6515'TRUNK HIGHWAY 30, 16.7 FT (5.1 M) EAST OF DRIVEWAY NUMBER 37975, 1.5
 DQ6515'FT (0.5 M) SOUTH OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DQ6517 ***********************************************************************
 DQ6517  DESIGNATION -  2305 AN
 DQ6517  PID         -  DQ6517
 DQ6517  STATE/COUNTY-  MN/FILLMORE
 DQ6517  COUNTRY     -  US
 DQ6517  USGS QUAD   -  RUSHFORD WEST (2019)
 DQ6517
 DQ6517                         *CURRENT SURVEY CONTROL
 DQ6517  ______________________________________________________________________
 DQ6517* NAD 83(1986) POSITION- 43 49 46.60   (N) 091 51 23.61   (W)   HD_HELD1
 DQ6517* NAVD 88 ORTHO HEIGHT -   374.513 (meters)     1228.71  (feet) ADJUSTED
 DQ6517  ______________________________________________________________________
 DQ6517  GEOID HEIGHT    -        -30.192 (meters)                     GEOID18
 DQ6517  DYNAMIC HEIGHT  -        374.445 (meters)     1228.49  (feet) COMP
 DQ6517  MODELED GRAVITY -    980,425.2   (mgal)                       NAVD 88
 DQ6517
 DQ6517  VERT ORDER      -  SECOND    CLASS I
 DQ6517
 DQ6517.The horizontal coordinates were determined by differentially corrected
 DQ6517.hand held GPS observations or other comparable positioning techniques
 DQ6517.and have an estimated accuracy of +/- 3 meters.
 DQ6517
 DQ6517.The orthometric height was determined by differential leveling and
 DQ6517.adjusted by the NATIONAL GEODETIC SURVEY
 DQ6517.in May 2019.
 DQ6517
 DQ6517.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ6517.GEOID18 height accuracy estimate available here.
 DQ6517
 DQ6517.Click photographs - Photos may exist for this station.
 DQ6517
 DQ6517.The dynamic height is computed by dividing the NAVD 88
 DQ6517.geopotential number by the normal gravity value computed on the
 DQ6517.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ6517.degrees latitude (g = 980.6199 gals.).
 DQ6517
 DQ6517.The modeled gravity was interpolated from observed gravity values.
 DQ6517
 DQ6517;                    North         East    Units  Estimated Accuracy
 DQ6517;SPC MN S     -   194,440.8     972,387.1     MT  (+/- 3 meters HH1 GPS) 
 DQ6517
 DQ6517_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWJ9193653583(NAD 83)
 DQ6517
 DQ6517                          SUPERSEDED SURVEY CONTROL
 DQ6517
 DQ6517.No superseded survey control is available for this station.
 DQ6517
 DQ6517_MARKER: I = METAL ROD
 DQ6517_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DQ6517_STAMPING: 2305 AN 2016
 DQ6517_MARK LOGO: MNDT
 DQ6517_PROJECTION: RECESSED 5 CENTIMETERS
 DQ6517_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DQ6517_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ6517_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ6517+SATELLITE: SATELLITE OBSERVATIONS - August 21, 2024
 DQ6517_ROD/PIPE-DEPTH: 4.6 meters
 DQ6517
 DQ6517  HISTORY     - Date     Condition        Report By
 DQ6517  HISTORY     - 20161115 MONUMENTED       MNDT
 DQ6517  HISTORY     - 20240821 GOOD             MNDT
 DQ6517
 DQ6517                          STATION DESCRIPTION
 DQ6517
 DQ6517'DESCRIBED BY MN DEPT OF TRANSP 2016
 DQ6517'THE MARK IS LOCATED ABOUT 8.5 MI (13.7 KM) EAST OF PILOT MOUND.
 DQ6517'
 DQ6517'TO REACH THE MARK GO 8.7 MI (14.0 KM) EAST ALONG TRUNK HIGHWAY 30 FROM
 DQ6517'THE JUNCTION OF TRUNK HIGHWAY 30 AND COUNTY ROAD 104 (HARROW ROAD) IN
 DQ6517'PILOT MOUND, AT TRUNK HIGHWAY 30 MILE POINT 259.3, 1.0 MI (1.6 KM)
 DQ6517'NORTHEAST OF COUNTY ROAD 25.
 DQ6517'
 DQ6517'THE MARK IS LOCATED 26.7 FT (8.1 M) SOUTHEAST OF TRUNK HIGHWAY 30, 6.7
 DQ6517'FT (2.0 M) NORTHWEST OF A FENCE, 1.5 FT (0.5 M) NORTHWEST OF A WITNESS
 DQ6517'POST.
 DQ6517'
 DQ6517'NOTE -THE STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM ROD
 DQ6517'DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION REMOVABLE DISK
 DQ6517'SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH PVC
 DQ6517'PIPE BACK FILLED WITH WASHED SAND.
 DQ6517
 DQ6517                          STATION RECOVERY (2024)
 DQ6517
 DQ6517'RECOVERY NOTE BY MN DEPT OF TRANSP 2024 (KMS)
 DQ6517'8.5 MI (13.7 KM) EAST OF PILOT MOUND, 8.7 MI (14.0 KM) EAST ALONG
 DQ6517'TRUNK HIGHWAY 30 FROM THE JUNCTION OF TRUNK HIGHWAY 30 AND COUNTY ROAD
 DQ6517'104 (HARROW ROAD) IN PILOT MOUND, AT TRUNK HIGHWAY 30 MILE POINT
 DQ6517'259.3, 26.7 FT (8.1 M) SOUTHEAST OF TRUNK HIGHWAY 30, 6.7 FT (2.0 M)
 DQ6517'NORTHWEST OF A FENCE, 1.5 FT (0.5 M) NORTHWEST OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DQ6518 ***********************************************************************
 DQ6518  DESIGNATION -  2305 AP
 DQ6518  PID         -  DQ6518
 DQ6518  STATE/COUNTY-  MN/FILLMORE
 DQ6518  COUNTRY     -  US
 DQ6518  USGS QUAD   -  RUSHFORD WEST (2019)
 DQ6518
 DQ6518                         *CURRENT SURVEY CONTROL
 DQ6518  ______________________________________________________________________
 DQ6518* NAD 83(1986) POSITION- 43 49 40.97   (N) 091 50 13.44   (W)   HD_HELD1
 DQ6518* NAVD 88 ORTHO HEIGHT -   381.500 (meters)     1251.64  (feet) ADJUSTED
 DQ6518  ______________________________________________________________________
 DQ6518  GEOID HEIGHT    -        -30.212 (meters)                     GEOID18
 DQ6518  DYNAMIC HEIGHT  -        381.433 (meters)     1251.42  (feet) COMP
 DQ6518  MODELED GRAVITY -    980,432.7   (mgal)                       NAVD 88
 DQ6518
 DQ6518  VERT ORDER      -  SECOND    CLASS I
 DQ6518
 DQ6518.The horizontal coordinates were determined by differentially corrected
 DQ6518.hand held GPS observations or other comparable positioning techniques
 DQ6518.and have an estimated accuracy of +/- 3 meters.
 DQ6518
 DQ6518.The orthometric height was determined by differential leveling and
 DQ6518.adjusted by the NATIONAL GEODETIC SURVEY
 DQ6518.in May 2019.
 DQ6518
 DQ6518.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ6518.GEOID18 height accuracy estimate available here.
 DQ6518
 DQ6518.Click photographs - Photos may exist for this station.
 DQ6518
 DQ6518.The dynamic height is computed by dividing the NAVD 88
 DQ6518.geopotential number by the normal gravity value computed on the
 DQ6518.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ6518.degrees latitude (g = 980.6199 gals.).
 DQ6518
 DQ6518.The modeled gravity was interpolated from observed gravity values.
 DQ6518
 DQ6518;                    North         East    Units  Estimated Accuracy
 DQ6518;SPC MN S     -   194,308.4     973,959.0     MT  (+/- 3 meters HH1 GPS) 
 DQ6518
 DQ6518_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWJ9350653431(NAD 83)
 DQ6518
 DQ6518                          SUPERSEDED SURVEY CONTROL
 DQ6518
 DQ6518.No superseded survey control is available for this station.
 DQ6518
 DQ6518_MARKER: I = METAL ROD
 DQ6518_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DQ6518_STAMPING: 2305 AP 2016
 DQ6518_MARK LOGO: MNDT
 DQ6518_PROJECTION: RECESSED 5 CENTIMETERS
 DQ6518_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DQ6518_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ6518_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ6518+SATELLITE: SATELLITE OBSERVATIONS - August 21, 2024
 DQ6518_ROD/PIPE-DEPTH: 3.7 meters
 DQ6518
 DQ6518  HISTORY     - Date     Condition        Report By
 DQ6518  HISTORY     - 20161114 MONUMENTED       MNDT
 DQ6518  HISTORY     - 20240821 GOOD             MNDT
 DQ6518
 DQ6518                          STATION DESCRIPTION
 DQ6518
 DQ6518'DESCRIBED BY MN DEPT OF TRANSP 2016
 DQ6518'THE MARK IS LOCATED ABOUT IN RUSHFORD VILLAGE.
 DQ6518'
 DQ6518'TO REACH THE MARK GO 5.0 MI (8.0 KM) WEST ALONG TRUNK HIGHWAY 30 FROM
 DQ6518'THE JUNCTION OF TRUNK HIGHWAY 30 AND TRUNK HIGHWAY 43 IN RUSHFORD, AT
 DQ6518'TRUNK HIGHWAY 30 MILE POINT 260.35, 0.1 MI (0.2 KM) NORTHWEST OF
 DQ6518'AIRPORT ROAD.
 DQ6518'
 DQ6518'THE MARK IS LOCATED 29.6 FT (9.0 M) SOUTHWEST OF TRUNK HIGHWAY 30,
 DQ6518'11.0 FT (3.4 M) SOUTHEAST OF A FIELD ENTRANCE, 10.1 FT (3.1 M)
 DQ6518'NORTHWEST OF POWER POLE, 1.5 FT (0.5 M) NORTHWEST OF A WITNESS POST.
 DQ6518'
 DQ6518'NOTE-THE STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM ROD
 DQ6518'DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION REMOVABLE DISK
 DQ6518'SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH PVC
 DQ6518'PIPE BACK FILLED WITH WASHED SAND.
 DQ6518
 DQ6518                          STATION RECOVERY (2024)
 DQ6518
 DQ6518'RECOVERY NOTE BY MN DEPT OF TRANSP 2024 (KMS)
 DQ6518'IN RUSHFORD VILLAGE, 5.0 MI (8.0 KM) WEST ALONG TRUNK HIGHWAY 30 FROM
 DQ6518'THE JUNCTION OF TRUNK HIGHWAY 30 AND TRUNK HIGHWAY 43 IN RUSHFORD, AT
 DQ6518'TRUNK HIGHWAY 30 MILE POINT 260.35, 0.1 MI (0.2 KM) NORTHWEST OF
 DQ6518'AIRPORT ROAD, 29.6 FT (9.0 M) SOUTHWEST OF TRUNK HIGHWAY 30, 11.0 FT
 DQ6518'(3.4 M) SOUTHEAST OF A FIELD ENTRANCE, 10.1 FT (3.1 M) NORTHWEST OF A
 DQ6518'POWER POLE, 1.5 FT (0.5 M) NORTHWEST OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DQ6521 ***********************************************************************
 DQ6521  DESIGNATION -  2305 AQ
 DQ6521  PID         -  DQ6521
 DQ6521  STATE/COUNTY-  MN/FILLMORE
 DQ6521  COUNTRY     -  US
 DQ6521  USGS QUAD   -  RUSHFORD WEST (2019)
 DQ6521
 DQ6521                         *CURRENT SURVEY CONTROL
 DQ6521  ______________________________________________________________________
 DQ6521* NAD 83(1986) POSITION- 43 48 32.3    (N) 091 46 31.2    (W)   HD_HELD2
 DQ6521* NAVD 88 ORTHO HEIGHT -   238.691 (meters)      783.11  (feet) ADJUSTED
 DQ6521  ______________________________________________________________________
 DQ6521  GEOID HEIGHT    -        -30.302 (meters)                     GEOID18
 DQ6521  DYNAMIC HEIGHT  -        238.651 (meters)      782.97  (feet) COMP
 DQ6521  MODELED GRAVITY -    980,446.0   (mgal)                       NAVD 88
 DQ6521
 DQ6521  VERT ORDER      -  SECOND    CLASS I
 DQ6521
 DQ6521.The horizontal coordinates were established by autonomous hand held GPS
 DQ6521.observations and have an estimated accuracy of +/- 10 meters.
 DQ6521
 DQ6521.The orthometric height was determined by differential leveling and
 DQ6521.adjusted by the NATIONAL GEODETIC SURVEY
 DQ6521.in May 2019.
 DQ6521
 DQ6521.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ6521.GEOID18 height accuracy estimate available here.
 DQ6521
 DQ6521.Click photographs - Photos may exist for this station.
 DQ6521
 DQ6521.The dynamic height is computed by dividing the NAVD 88
 DQ6521.geopotential number by the normal gravity value computed on the
 DQ6521.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ6521.degrees latitude (g = 980.6199 gals.).
 DQ6521
 DQ6521.The modeled gravity was interpolated from observed gravity values.
 DQ6521
 DQ6521;                    North         East    Units  Estimated Accuracy
 DQ6521;SPC MN S     -   192,323.      978,980.      MT  (+/- 10 meters HH2 GPS)
 DQ6521
 DQ6521_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWJ9850151384(NAD 83)
 DQ6521
 DQ6521                          SUPERSEDED SURVEY CONTROL
 DQ6521
 DQ6521.No superseded survey control is available for this station.
 DQ6521
 DQ6521_MARKER: I = METAL ROD
 DQ6521_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DQ6521_STAMPING: 2305 AQ 2017
 DQ6521_MARK LOGO: MNDT
 DQ6521_PROJECTION: RECESSED 5 CENTIMETERS
 DQ6521_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DQ6521_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ6521_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ6521+SATELLITE: SATELLITE OBSERVATIONS - August 20, 2024
 DQ6521_ROD/PIPE-DEPTH: 43.3 meters
 DQ6521
 DQ6521  HISTORY     - Date     Condition        Report By
 DQ6521  HISTORY     - 20170404 MONUMENTED       MNDT
 DQ6521  HISTORY     - 20240820 GOOD             MNDT
 DQ6521
 DQ6521                          STATION DESCRIPTION
 DQ6521
 DQ6521'DESCRIBED BY MN DEPT OF TRANSP 2017
 DQ6521'THE STATION IS LOCATED ABOUT 6.8 MI (10.9 KM) EAST OF ARENDAHL, 5.1 MI
 DQ6521'(8.2 KM) NORTH OF BRATSBERG AND 1.1 MI (1.8 KM) WEST OF RUSHFORD.
 DQ6521'
 DQ6521'TO REACH THE MARK GO 1.1 MI (1.8 KM) WEST ALONG TRUNK HIGHWAY 30 FROM
 DQ6521'THE JUNCTION OF TRUNK HIGHWAY 30 AND TRUNK HIGHWAY 43 IN RUSHFORD, AT
 DQ6521'TRUNK HIGHWAY 30 MILE POINT 264.35.
 DQ6521'
 DQ6521'THE MARK IS LOCATED 37.4 FT (11.4 M) NORTH OF TRUNK HIGHWAY 30, 24.7
 DQ6521'FT (7.5 M) EAST OF A DRIVEWAY NUMBER 43843, 1.5 FT (0.5 M) SOUTH OF A
 DQ6521'WITNESS POST.
 DQ6521'
 DQ6521'NOTE - THE STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM
 DQ6521'ROD DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION REMOVABLE
 DQ6521'DISK SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH
 DQ6521'PVC PIPE BACK FILLED WITH WASHED SAND.
 DQ6521
 DQ6521                          STATION RECOVERY (2024)
 DQ6521
 DQ6521'RECOVERY NOTE BY MN DEPT OF TRANSP 2024 (KMS)
 DQ6521'IN RUSHFORD VILLAGE, 1.1 MI (1.8 KM) WEST ALONG TRUNK HIGHWAY 30 FROM
 DQ6521'THE JUNCTION OF TRUNK HIGHWAY 30 AND TRUNK HIGHWAY 43 IN RUSHFORD, AT
 DQ6521'TRUNK HIGHWAY 30 MILE POINT 264.35, 37.4 FT (11.4 M) NORTH OF TRUNK
 DQ6521'HIGHWAY 30, 24.7 FT (7.5 M) EAST OF DRIVEWAY NUMBER 43843, 1.5 FT (0.5
 DQ6521'M) SOUTH OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 ON1230 ***********************************************************************
 ON1230  DESIGNATION -  2305 B
 ON1230  PID         -  ON1230
 ON1230  STATE/COUNTY-  MN/FILLMORE
 ON1230  COUNTRY     -  US
 ON1230  USGS QUAD   -  RUSHFORD WEST (2019)
 ON1230
 ON1230                         *CURRENT SURVEY CONTROL
 ON1230  ______________________________________________________________________
 ON1230* NAD 83(1986) POSITION- 43 48 27.72   (N) 091 45 54.03   (W)   HD_HELD1
 ON1230* NAVD 88 ORTHO HEIGHT -   238.381 (meters)      782.09  (feet) ADJUSTED
 ON1230  ______________________________________________________________________
 ON1230  GEOID HEIGHT    -        -30.317 (meters)                     GEOID18
 ON1230  DYNAMIC HEIGHT  -        238.342 (meters)      781.96  (feet) COMP
 ON1230  MODELED GRAVITY -    980,448.1   (mgal)                       NAVD 88
 ON1230
 ON1230  VERT ORDER      -  SECOND    CLASS I
 ON1230
 ON1230.The horizontal coordinates were determined by differentially corrected
 ON1230.hand held GPS observations or other comparable positioning techniques
 ON1230.and have an estimated accuracy of +/- 3 meters.
 ON1230
 ON1230.The orthometric height was determined by differential leveling and
 ON1230.adjusted by the NATIONAL GEODETIC SURVEY
 ON1230.in June 1991.
 ON1230
 ON1230.Significant digits in the geoid height do not necessarily reflect accuracy.
 ON1230.GEOID18 height accuracy estimate available here.
 ON1230
 ON1230.Click photographs - Photos may exist for this station.
 ON1230
 ON1230.The dynamic height is computed by dividing the NAVD 88
 ON1230.geopotential number by the normal gravity value computed on the
 ON1230.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ON1230.degrees latitude (g = 980.6199 gals.).
 ON1230
 ON1230.The modeled gravity was interpolated from observed gravity values.
 ON1230
 ON1230;                    North         East    Units  Estimated Accuracy
 ON1230;SPC MN S     -   192,204.4     979,814.8     MT  (+/- 3 meters HH1 GPS) 
 ON1230
 ON1230_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWJ9933351256(NAD 83)
 ON1230
 ON1230                          SUPERSEDED SURVEY CONTROL
 ON1230
 ON1230.No superseded survey control is available for this station.
 ON1230
 ON1230_MARKER: DV = VERTICAL CONTROL DISK
 ON1230_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 ON1230_STAMPING: 2305 B 1979
 ON1230_MARK LOGO: MNHD
 ON1230_PROJECTION: FLUSH
 ON1230_MAGNETIC: I = MARKER IS A STEEL ROD
 ON1230_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 ON1230_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 ON1230+SATELLITE: SATELLITE OBSERVATIONS - August 20, 2024
 ON1230
 ON1230  HISTORY     - Date     Condition        Report By
 ON1230  HISTORY     - 19790401 MONUMENTED       MNHD
 ON1230  HISTORY     - 20060719 GOOD             MNDT
 ON1230  HISTORY     - 20101014 GOOD             WOOLPT
 ON1230  HISTORY     - 20110921 GOOD             MNDT
 ON1230  HISTORY     - 20161226 GOOD             MNDT
 ON1230  HISTORY     - 20240820 GOOD             MNDT
 ON1230
 ON1230                          STATION DESCRIPTION
 ON1230
 ON1230'DESCRIBED BY MN HIGHWAY DEPT 1979
 ON1230'IN RUSHFORD.
 ON1230'THE MARK IS LOCATED 0.6 MILE WEST ALONG TRUNK HIGHWAY 30 FROM ITS
 ON1230'JUNCTION WITH TRUNK HIGHWAY 43 AT RUSHFORD AND IS NEAR TRUNK HIGHWAY
 ON1230'30 MILE POINT 264.9 IN THE SE 1/4 OF SECTION 14, T104N, R8W.  THE
 ON1230'MARK IS 92.9 FEET NORTH OF THE NORTHEAST CORNER OF A CONCRETE BLOCK
 ON1230'BUILDING, 42.5 FEET NORTH OF AND ABOUT 2 FEET HIGHER THAN THE
 ON1230'CENTERLINE OF TRUNK HIGHWAY 30, 23 FEET EAST OF CENTER OF THE
 ON1230'ENTRANCE TO A QUARRY, 21.5 FEET NORTHEAST OF THE EAST END OF A 15
 ON1230'INCH METAL CULVERT UNDER THE QUARRY ENTRANCE, 16 FEET WEST OF TWIN 30
 ON1230'INCH COTTONWOOD TREES AND 1 FOOT SOUTH OF A STEEL WITNESS POST.  THE
 ON1230'MARK, A STANDARD MNDT VERTICAL CONTROL MARK DISK STAMPED---2305 B
 ON1230'1979---, IS CRIMPED TO THE TOP OF A 5/8 INCH DIAMETER BY 15 FOOT
 ON1230'COPPER-CLAD STEEL ROD DRIVEN TO REFUSAL THAT PROJECTS 2 INCHES ABOVE
 ON1230'GROUND LEVEL.
 ON1230
 ON1230                          STATION RECOVERY (2006)
 ON1230
 ON1230'RECOVERY NOTE BY MN DEPT OF TRANSP 2006 (MPP)
 ON1230'IN RUSHFORD, 0.6 MI (1.0 KM) WEST OF THE JUNCTION OF TRUNK HIGHWAY 30
 ON1230'AND TRUNK HIGHWAY 43, AT TRUNK HIGHWAY 30 MILE POINT 264.9, 42.5 FT
 ON1230'(13.0 M) NORTH OF TRUNK HIGHWAY 30, 92.9 FT (28.3 M) NORTH OF THE
 ON1230'NORTHEAST CORNER OF BUILDING, 23 FT (7.0 M) EAST OF QUARRY ENTRANCE,
 ON1230'21.5 FT (6.6 M) NORTHEAST OF EAST END OF METAL CULVERT, 16 FT (4.9 M)
 ON1230'WEST OF TWIN 30 INCHES (76 CM) COTTONWOOD TREES, 1.0 FT (0.3 M) SOUTH
 ON1230'OF A WITNESS POST.
 ON1230
 ON1230                          STATION RECOVERY (2010)
 ON1230
 ON1230'RECOVERY NOTE BY WOOLPERT CONSULTANTS 2010 (JWK)
 ON1230'RECOVERED IN GOOD CONDITION.
 ON1230
 ON1230                          STATION RECOVERY (2011)
 ON1230
 ON1230'RECOVERY NOTE BY MN DEPT OF TRANSP 2011 (KMS)
 ON1230'RECOVERED IN GOOD CONDITION.
 ON1230
 ON1230                          STATION RECOVERY (2016)
 ON1230
 ON1230'RECOVERY NOTE BY MN DEPT OF TRANSP 2016 (DAS)
 ON1230'RECOVERED AS DESCRIBED.
 ON1230
 ON1230                          STATION RECOVERY (2024)
 ON1230
 ON1230'RECOVERY NOTE BY MN DEPT OF TRANSP 2024 (KMS)
 ON1230'IN RUSHFORD, 0.6 MI (1.0 KM) WEST ALONG TRUNK HIGHWAY 30 FROM THE
 ON1230'JUNCTION OF TRUNK HIGHWAY 30 AND TRUNK HIGHWAY 43, AT TRUNK HIGHWAY 30
 ON1230'MILE POINT 264.9, 42.5 FT (13.0 M) NORTH OF TRUNK HIGHWAY 30, 92.9 FT
 ON1230'(28.3 M) NORTH OF THE NORTHEAST CORNER OF A BUILDING, 23.0 FT (7.0 M)
 ON1230'EAST OF A QUARRY ENTRANCE, 21.5 FT (6.6 M) NORTHEAST OF THE EAST END
 ON1230'OF A METAL CULVERT, 16.0 FT (4.9 M) WEST OF TWIN 30.0 INCH DIAMETER
 ON1230'COTTONWOOD TREES, 1.0 FT (0.3 M) SOUTH OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 ON1231 ***********************************************************************
 ON1231  DESIGNATION -  2305 C
 ON1231  PID         -  ON1231
 ON1231  STATE/COUNTY-  MN/FILLMORE
 ON1231  COUNTRY     -  US
 ON1231  USGS QUAD   -  RUSHFORD WEST (2019)
 ON1231
 ON1231                         *CURRENT SURVEY CONTROL
 ON1231  ______________________________________________________________________
 ON1231* NAD 83(1986) POSITION- 43 48 31.31   (N) 091 46 39.56   (W)   HD_HELD1
 ON1231* NAVD 88 ORTHO HEIGHT -   240.503 (meters)      789.05  (feet) ADJUSTED
 ON1231  ______________________________________________________________________
 ON1231  GEOID HEIGHT    -        -30.298 (meters)                     GEOID18
 ON1231  DYNAMIC HEIGHT  -        240.462 (meters)      788.92  (feet) COMP
 ON1231  MODELED GRAVITY -    980,445.8   (mgal)                       NAVD 88
 ON1231
 ON1231  VERT ORDER      -  SECOND    CLASS II
 ON1231
 ON1231.The horizontal coordinates were determined by differentially corrected
 ON1231.hand held GPS observations or other comparable positioning techniques
 ON1231.and have an estimated accuracy of +/- 3 meters.
 ON1231
 ON1231.The orthometric height was determined by differential leveling and
 ON1231.adjusted by the NATIONAL GEODETIC SURVEY
 ON1231.in June 1991.
 ON1231
 ON1231.Significant digits in the geoid height do not necessarily reflect accuracy.
 ON1231.GEOID18 height accuracy estimate available here.
 ON1231
 ON1231.Click photographs - Photos may exist for this station.
 ON1231
 ON1231.The dynamic height is computed by dividing the NAVD 88
 ON1231.geopotential number by the normal gravity value computed on the
 ON1231.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ON1231.degrees latitude (g = 980.6199 gals.).
 ON1231
 ON1231.The modeled gravity was interpolated from observed gravity values.
 ON1231
 ON1231;                    North         East    Units  Estimated Accuracy
 ON1231;SPC MN S     -   192,287.4     978,794.5     MT  (+/- 3 meters HH1 GPS) 
 ON1231
 ON1231_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWJ9831551351(NAD 83)
 ON1231
 ON1231                          SUPERSEDED SURVEY CONTROL
 ON1231
 ON1231.No superseded survey control is available for this station.
 ON1231
 ON1231_MARKER: DV = VERTICAL CONTROL DISK
 ON1231_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 ON1231_STAMPING: 2305 C 1979
 ON1231_MARK LOGO: MNHD
 ON1231_PROJECTION: RECESSED 5 CENTIMETERS
 ON1231_MAGNETIC: I = MARKER IS A STEEL ROD
 ON1231_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 ON1231_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 ON1231+SATELLITE: SATELLITE OBSERVATIONS - August 20, 2024
 ON1231
 ON1231  HISTORY     - Date     Condition        Report By
 ON1231  HISTORY     - 19790401 MONUMENTED       MNHD
 ON1231  HISTORY     - 20161025 GOOD             MNDT
 ON1231  HISTORY     - 20240820 GOOD             MNDT
 ON1231
 ON1231                          STATION DESCRIPTION
 ON1231
 ON1231'DESCRIBED BY MN HIGHWAY DEPT 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.
 ON1231
 ON1231                          STATION RECOVERY (2016)
 ON1231
 ON1231'RECOVERY NOTE BY MN DEPT OF TRANSP 2016 (DAS)
 ON1231'THE MARK IS LOCATED ABOUT 1.2 MI (1.9 KM) WEST OF RUSHFORD.
 ON1231'
 ON1231'TO REACH THE MARK GO 1.2 MI (1.9 KM) WEST ALONG TRUNK HIGHWAY 30 FROM
 ON1231'THE JUNCTION OF TRUNK HIGHWAY 30 AND TRUNK HIGHWAY 43 IN RUSHFORD, AT
 ON1231'TRUNK HIGHWAY 30 MILE POINT 264.2.
 ON1231'
 ON1231'THE MARK IS LOCATED 39.5 FT (12.0 M) SOUTH OF TRUNK HIGHWAY 30, AT
 ON1231'NORTHEAST END OF CEMETERY, 89.8 FT (27.4 M) EAST OF FLAGPOLE, 21.6 FT
 ON1231'(6.6 M) EAST OF A WEST GATE POST, 20.0 FT (6.1 M) EAST OF EAST END OF
 ON1231'CONCRETE CURB, 0.8 FT (24 CM) NORTH OF A WITNESS POST.
 ON1231
 ON1231                          STATION RECOVERY (2024)
 ON1231
 ON1231'RECOVERY NOTE BY MN DEPT OF TRANSP 2024 (KMS)
 ON1231'1.2 MI (1.9 KM) WEST OF RUSHFORD, 1.2 MI (1.9 KM) WEST ALONG TRUNK
 ON1231'HIGHWAY 30 FROM THE JUNCTION OF TRUNK HIGHWAY 30 AND TRUNK HIGHWAY 43
 ON1231'IN RUSHFORD, AT TRUNK HIGHWAY 30 MILE POINT 264.2, 39.5 FT (12.0 M)
 ON1231'SOUTH OF TRUNK HIGHWAY 30, AT THE NORTHEAST END OF A CEMETERY, 89.8 FT
 ON1231'(27.4 M) EAST OF A FLAGPOLE, 21.6 FT (6.6 M) EAST OF A WEST GATE POST,
 ON1231'20.0 FT (6.1 M) EAST OF THE EAST END OF A CONCRETE CURB, 0.8 FT (24
 ON1231'CM) NORTH OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 ON1234 ***********************************************************************
 ON1234  DESIGNATION -  2305 F
 ON1234  PID         -  ON1234
 ON1234  STATE/COUNTY-  MN/FILLMORE
 ON1234  COUNTRY     -  US
 ON1234  USGS QUAD   -  RUSHFORD WEST (2019)
 ON1234
 ON1234                         *CURRENT SURVEY CONTROL
 ON1234  ______________________________________________________________________
 ON1234* NAD 83(1986) POSITION- 43 48 22.5    (N) 091 48 20.4    (W)   HD_HELD2
 ON1234* NAVD 88 ORTHO HEIGHT -   237.900 (meters)      780.51  (feet) ADJUSTED
 ON1234  ______________________________________________________________________
 ON1234  GEOID HEIGHT    -        -30.255 (meters)                     GEOID18
 ON1234  DYNAMIC HEIGHT  -        237.859 (meters)      780.38  (feet) COMP
 ON1234  MODELED GRAVITY -    980,443.8   (mgal)                       NAVD 88
 ON1234
 ON1234  VERT ORDER      -  SECOND    CLASS II
 ON1234
 ON1234.The horizontal coordinates were established by autonomous hand held GPS
 ON1234.observations and have an estimated accuracy of +/- 10 meters.
 ON1234
 ON1234.The orthometric height was determined by differential leveling and
 ON1234.adjusted by the NATIONAL GEODETIC SURVEY
 ON1234.in June 1991.
 ON1234
 ON1234.Significant digits in the geoid height do not necessarily reflect accuracy.
 ON1234.GEOID18 height accuracy estimate available here.
 ON1234
 ON1234.Click photographs - Photos may exist for this station.
 ON1234
 ON1234.The dynamic height is computed by dividing the NAVD 88
 ON1234.geopotential number by the normal gravity value computed on the
 ON1234.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ON1234.degrees latitude (g = 980.6199 gals.).
 ON1234
 ON1234.The modeled gravity was interpolated from observed gravity values.
 ON1234
 ON1234;                    North         East    Units  Estimated Accuracy
 ON1234;SPC MN S     -   191,955.      976,549.      MT  (+/- 10 meters HH2 GPS)
 ON1234
 ON1234_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWJ9606551046(NAD 83)
 ON1234
 ON1234                          SUPERSEDED SURVEY CONTROL
 ON1234
 ON1234.No superseded survey control is available for this station.
 ON1234
 ON1234_MARKER: DV = VERTICAL CONTROL DISK
 ON1234_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 ON1234_SP_SET: BOX CULVERT
 ON1234_STAMPING: 2305 F 1979
 ON1234_MARK LOGO: MNHD
 ON1234_MAGNETIC: N = NO MAGNETIC MATERIAL
 ON1234_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ON1234+STABILITY: SURFACE MOTION
 ON1234_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 ON1234+SATELLITE: SATELLITE OBSERVATIONS - October 26, 2016
 ON1234
 ON1234  HISTORY     - Date     Condition        Report By
 ON1234  HISTORY     - 1979     MONUMENTED       MNDT
 ON1234  HISTORY     - 20161026 GOOD             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.
 ON1234
 ON1234                          STATION RECOVERY (2016)
 ON1234
 ON1234'RECOVERY NOTE BY MN DEPT OF TRANSP 2016 (DAS)
 ON1234'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 ON1235 ***********************************************************************
 ON1235  DESIGNATION -  2305 G
 ON1235  PID         -  ON1235
 ON1235  STATE/COUNTY-  MN/FILLMORE
 ON1235  COUNTRY     -  US
 ON1235  USGS QUAD   -  RUSHFORD WEST (2019)
 ON1235
 ON1235                         *CURRENT SURVEY CONTROL
 ON1235  ______________________________________________________________________
 ON1235* NAD 83(1986) POSITION- 43 48 35.13   (N) 091 48 48.96   (W)   HD_HELD1
 ON1235* NAVD 88 ORTHO HEIGHT -   259.351 (meters)      850.89  (feet) ADJUSTED
 ON1235  ______________________________________________________________________
 ON1235  GEOID HEIGHT    -        -30.243 (meters)                     GEOID18
 ON1235  DYNAMIC HEIGHT  -        259.308 (meters)      850.75  (feet) COMP
 ON1235  MODELED GRAVITY -    980,442.7   (mgal)                       NAVD 88
 ON1235
 ON1235  VERT ORDER      -  SECOND    CLASS I
 ON1235
 ON1235.The horizontal coordinates were determined by differentially corrected
 ON1235.hand held GPS observations or other comparable positioning techniques
 ON1235.and have an estimated accuracy of +/- 3 meters.
 ON1235
 ON1235.The orthometric height was determined by differential leveling and
 ON1235.adjusted by the NATIONAL GEODETIC SURVEY
 ON1235.in May 2019.
 ON1235
 ON1235.Significant digits in the geoid height do not necessarily reflect accuracy.
 ON1235.GEOID18 height accuracy estimate available here.
 ON1235
 ON1235.Click photographs - Photos may exist for this station.
 ON1235
 ON1235.The dynamic height is computed by dividing the NAVD 88
 ON1235.geopotential number by the normal gravity value computed on the
 ON1235.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ON1235.degrees latitude (g = 980.6199 gals.).
 ON1235
 ON1235.The modeled gravity was interpolated from observed gravity values.
 ON1235
 ON1235;                    North         East    Units  Estimated Accuracy
 ON1235;SPC MN S     -   192,327.3     975,900.2     MT  (+/- 3 meters HH1 GPS) 
 ON1235
 ON1235_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWJ9542251427(NAD 83)
 ON1235
 ON1235                          SUPERSEDED SURVEY CONTROL
 ON1235
 ON1235  NAVD 88 (06/15/91)  259.345  (m)          850.87   (f) SUPERSEDED  2 2
 ON1235
 ON1235.Superseded values are not recommended for survey control.
 ON1235
 ON1235.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ON1235.See file dsdata.pdf to determine how the superseded data were derived.
 ON1235
 ON1235_MARKER: DV = VERTICAL CONTROL DISK
 ON1235_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 ON1235_STAMPING: 2305 G 1979
 ON1235_MARK LOGO: MNHD
 ON1235_PROJECTION: PROJECTING 3 CENTIMETERS
 ON1235_MAGNETIC: I = MARKER IS A STEEL ROD
 ON1235_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 ON1235_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 ON1235+SATELLITE: SATELLITE OBSERVATIONS - August 20, 2024
 ON1235
 ON1235  HISTORY     - Date     Condition        Report By
 ON1235  HISTORY     - 19790401 MONUMENTED       MNHD
 ON1235  HISTORY     - 20161025 GOOD             MNDT
 ON1235  HISTORY     - 20240820 GOOD             MNDT
 ON1235
 ON1235                          STATION DESCRIPTION
 ON1235
 ON1235'DESCRIBED BY MN HIGHWAY DEPT 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.
 ON1235
 ON1235                          STATION RECOVERY (2016)
 ON1235
 ON1235'RECOVERY NOTE BY MN DEPT OF TRANSP 2016 (DAS)
 ON1235'THE MARK IS LOCATED ABOUT 3.2 MI (5.1 KM) WEST OF RUSHFORD.
 ON1235'
 ON1235'TO REACH THE MARK GO 3.2 MI (5.1 KM) WEST ALONG TRUNK HIGHWAY 30 FROM
 ON1235'THE JUNCTION OF TRUNK HIGHWAY 30 AND TRUNK HIGHWAY 43 IN RUSHFORD, AT
 ON1235'TRUNK HIGHWAY 30 MILE POINT 262.35.
 ON1235'
 ON1235'THE MARK IS LOCATED 36.4 FT (11.1 M) NORTHEAST OF TRUNK HIGHWAY 30,
 ON1235'17.0 FT (5.2 M) WEST OF 20 INCH OAK TREE, 9.1 FT (2.8 M) SOUTHWEST OF
 ON1235'8 INCH CEDAR TREE, 0.7 FT (21 CM) SOUTHWEST OF A WITNESS POST.
 ON1235
 ON1235                          STATION RECOVERY (2024)
 ON1235
 ON1235'RECOVERY NOTE BY MN DEPT OF TRANSP 2024 (KMS)
 ON1235'3.2 MI (5.1 KM) WEST OF RUSHFORD, 3.2 MI (5.1 KM) WEST ALONG TRUNK
 ON1235'HIGHWAY 30 FROM THE JUNCTION OF TRUNK HIGHWAY 30 AND TRUNK HIGHWAY 43
 ON1235'IN RUSHFORD, AT TRUNK HIGHWAY 30 MILE POINT 262.35, 36.4 FT (11.1 M)
 ON1235'NORTHEAST OF TRUNK HIGHWAY 30, 17.0 FT (5.2 M) WEST OF A 20.0 INCH (51
 ON1235'CM) DIAMETER OAK TREE, 9.1 FT (2.8 M) SOUTHWEST OF AN 8.0 INCH (20 CM)
 ON1235'DIAMETER CEDAR TREE, 0.7 FT (21 CM) SOUTHWEST OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 ON1236 ***********************************************************************
 ON1236  DESIGNATION -  2305 H
 ON1236  PID         -  ON1236
 ON1236  STATE/COUNTY-  MN/FILLMORE
 ON1236  COUNTRY     -  US
 ON1236  USGS QUAD   -  RUSHFORD WEST (2019)
 ON1236
 ON1236                         *CURRENT SURVEY CONTROL
 ON1236  ______________________________________________________________________
 ON1236* NAD 83(1986) POSITION- 43 48 52.51   (N) 091 49 09.92   (W)   HD_HELD1
 ON1236* NAVD 88 ORTHO HEIGHT -   262.826 (meters)      862.29  (feet) ADJUSTED
 ON1236  ______________________________________________________________________
 ON1236  GEOID HEIGHT    -        -30.233 (meters)                     GEOID18
 ON1236  DYNAMIC HEIGHT  -        262.781 (meters)      862.14  (feet) COMP
 ON1236  MODELED GRAVITY -    980,440.8   (mgal)                       NAVD 88
 ON1236
 ON1236  VERT ORDER      -  SECOND    CLASS I
 ON1236
 ON1236.The horizontal coordinates were determined by differentially corrected
 ON1236.hand held GPS observations or other comparable positioning techniques
 ON1236.and have an estimated accuracy of +/- 3 meters.
 ON1236
 ON1236.The orthometric height was determined by differential leveling and
 ON1236.adjusted by the NATIONAL GEODETIC SURVEY
 ON1236.in May 2019.
 ON1236
 ON1236.Significant digits in the geoid height do not necessarily reflect accuracy.
 ON1236.GEOID18 height accuracy estimate available here.
 ON1236
 ON1236.Click photographs - Photos may exist for this station.
 ON1236
 ON1236.The dynamic height is computed by dividing the NAVD 88
 ON1236.geopotential number by the normal gravity value computed on the
 ON1236.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ON1236.degrees latitude (g = 980.6199 gals.).
 ON1236
 ON1236.The modeled gravity was interpolated from observed gravity values.
 ON1236
 ON1236;                    North         East    Units  Estimated Accuracy
 ON1236;SPC MN S     -   192,851.0     975,417.6     MT  (+/- 3 meters HH1 GPS) 
 ON1236
 ON1236_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWJ9494651956(NAD 83)
 ON1236
 ON1236                          SUPERSEDED SURVEY CONTROL
 ON1236
 ON1236  NAVD 88 (06/15/91)  262.807  (m)          862.23   (f) SUPERSEDED  2 2
 ON1236
 ON1236.Superseded values are not recommended for survey control.
 ON1236
 ON1236.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ON1236.See file dsdata.pdf to determine how the superseded data were derived.
 ON1236
 ON1236_MARKER: DV = VERTICAL CONTROL DISK
 ON1236_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 ON1236_STAMPING: 2305 H 1979
 ON1236_MARK LOGO: MNHD
 ON1236_PROJECTION: RECESSED 5 CENTIMETERS
 ON1236_MAGNETIC: I = MARKER IS A STEEL ROD
 ON1236_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 ON1236_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ON1236+SATELLITE: SATELLITE OBSERVATIONS - August 20, 2024
 ON1236
 ON1236  HISTORY     - Date     Condition        Report By
 ON1236  HISTORY     - 19790401 MONUMENTED       MNHD
 ON1236  HISTORY     - 20161026 GOOD             MNDT
 ON1236  HISTORY     - 20191002 GOOD             MNDT
 ON1236  HISTORY     - 20240820 GOOD             MNDT
 ON1236
 ON1236                          STATION DESCRIPTION
 ON1236
 ON1236'DESCRIBED BY MN HIGHWAY DEPT 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.
 ON1236
 ON1236                          STATION RECOVERY (2016)
 ON1236
 ON1236'RECOVERY NOTE BY MN DEPT OF TRANSP 2016 (DAS)
 ON1236'THE MARK IS LOCATED ABOUT 3.6 MI (5.8 KM) WEST OF RUSHFORD.
 ON1236'
 ON1236'TO REACH THE MARK GO 3.6 MI (5.8 KM) WEST ALONG TRUNK HIGHWAY 30 FROM
 ON1236'THE JUNCTION OF TRUNK HIGHWAY 30 AND TRUNK HIGHWAY 43 IN RUSHFORD, AT
 ON1236'TRUNK HIGHWAY 30 MILE POINT 261.95.
 ON1236'
 ON1236'THE MARK IS LOCATED 45.0 FT (13.7 M) NORTH OF TRUNK HIGHWAY 30, 154.0
 ON1236'FT (46.9 M) SOUTH-SOUTHWEST OF THE SOUTHWEST CORNER OF HOUSE, 10.5 FT
 ON1236'(3.2 M) SOUTHEAST OF POWER POLE, 2.0 FT (0.6 M) SOUTHWEST OF A FENCE
 ON1236'CORNER AND A WITNESS POST.
 ON1236
 ON1236                          STATION RECOVERY (2019)
 ON1236
 ON1236'RECOVERY NOTE BY MN DEPT OF TRANSP 2019 (TJD)
 ON1236'3.6 MI (5.8 KM) WEST OF RUSHFORD, 3.6 MI (5.8 KM) WEST ALONG TRUNK
 ON1236'HIGHWAY 30 FROM THE JUNCTION OF TRUNK HIGHWAY 30 AND TRUNK HIGHWAY 43
 ON1236'IN RUSHFORD, AT TRUNK HIGHWAY 30 MILE POINT 261.95, 45.0 FT (13.7 M)
 ON1236'NORTH OF TRUNK HIGHWAY 30, 154.0 FT (46.9 M) SOUTH-SOUTHWEST OF THE
 ON1236'SOUTHWEST CORNER OF A HOUSE, 10.5 FT (3.2 M) SOUTHEAST OF A POWER
 ON1236'POLE, 2.0 FT (0.6 M) SOUTHWEST OF A FENCE CORNER AND A WITNESS POST.
 ON1236
 ON1236                          STATION RECOVERY (2024)
 ON1236
 ON1236'RECOVERY NOTE BY MN DEPT OF TRANSP 2024 (KMS)
 ON1236'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 ON1237 ***********************************************************************
 ON1237  DESIGNATION -  2305 J
 ON1237  PID         -  ON1237
 ON1237  STATE/COUNTY-  MN/FILLMORE
 ON1237  COUNTRY     -  US
 ON1237  USGS QUAD   -  RUSHFORD WEST (2019)
 ON1237
 ON1237                         *CURRENT SURVEY CONTROL
 ON1237  ______________________________________________________________________
 ON1237* NAD 83(1986) POSITION- 43 49 12.1    (N) 091 49 31.6    (W)   HD_HELD2
 ON1237* NAVD 88 ORTHO HEIGHT -   290.523 (meters)      953.16  (feet) ADJUSTED
 ON1237  ______________________________________________________________________
 ON1237  GEOID HEIGHT    -        -30.225 (meters)                     GEOID18
 ON1237  DYNAMIC HEIGHT  -        290.473 (meters)      952.99  (feet) COMP
 ON1237  MODELED GRAVITY -    980,438.2   (mgal)                       NAVD 88
 ON1237
 ON1237  VERT ORDER      -  SECOND    CLASS II
 ON1237
 ON1237.The horizontal coordinates were established by autonomous hand held GPS
 ON1237.observations and have an estimated accuracy of +/- 10 meters.
 ON1237
 ON1237.The orthometric height was determined by differential leveling and
 ON1237.adjusted by the NATIONAL GEODETIC SURVEY
 ON1237.in June 1991.
 ON1237
 ON1237.Significant digits in the geoid height do not necessarily reflect accuracy.
 ON1237.GEOID18 height accuracy estimate available here.
 ON1237
 ON1237.Click photographs - Photos may exist for this station.
 ON1237
 ON1237.The dynamic height is computed by dividing the NAVD 88
 ON1237.geopotential number by the normal gravity value computed on the
 ON1237.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ON1237.degrees latitude (g = 980.6199 gals.).
 ON1237
 ON1237.The modeled gravity was interpolated from observed gravity values.
 ON1237
 ON1237;                    North         East    Units  Estimated Accuracy
 ON1237;SPC MN S     -   193,442.      974,917.      MT  (+/- 10 meters HH2 GPS)
 ON1237
 ON1237_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWJ9445352554(NAD 83)
 ON1237
 ON1237                          SUPERSEDED SURVEY CONTROL
 ON1237
 ON1237.No superseded survey control is available for this station.
 ON1237
 ON1237_MARKER: DV = VERTICAL CONTROL DISK
 ON1237_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 ON1237_SP_SET: BOX CULVERT
 ON1237_STAMPING: 2305 J 1979
 ON1237_MARK LOGO: MNHD
 ON1237_MAGNETIC: N = NO MAGNETIC MATERIAL
 ON1237_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ON1237+STABILITY: SURFACE MOTION
 ON1237_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 ON1237+SATELLITE: SATELLITE OBSERVATIONS - October 26, 2016
 ON1237
 ON1237  HISTORY     - Date     Condition        Report By
 ON1237  HISTORY     - 1979     MONUMENTED       MNDT
 ON1237  HISTORY     - 20161026 GOOD             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.
 ON1237
 ON1237                          STATION RECOVERY (2016)
 ON1237
 ON1237'RECOVERY NOTE BY MN DEPT OF TRANSP 2016 (DAS)
 ON1237'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 ON1238 ***********************************************************************
 ON1238  DESIGNATION -  2305 K
 ON1238  PID         -  ON1238
 ON1238  STATE/COUNTY-  MN/FILLMORE
 ON1238  COUNTRY     -  US
 ON1238  USGS QUAD   -  RUSHFORD WEST (2019)
 ON1238
 ON1238                         *CURRENT SURVEY CONTROL
 ON1238  ______________________________________________________________________
 ON1238* NAD 83(1986) POSITION- 43 49 35.4    (N) 091 49 54.8    (W)   HD_HELD2
 ON1238* NAVD 88 ORTHO HEIGHT -   362.716 (meters)     1190.01  (feet) ADJUSTED
 ON1238  ______________________________________________________________________
 ON1238  GEOID HEIGHT    -        -30.218 (meters)                     GEOID18
 ON1238  DYNAMIC HEIGHT  -        362.653 (meters)     1189.80  (feet) COMP
 ON1238  MODELED GRAVITY -    980,434.6   (mgal)                       NAVD 88
 ON1238
 ON1238  VERT ORDER      -  SECOND    CLASS II
 ON1238
 ON1238.The horizontal coordinates were established by autonomous hand held GPS
 ON1238.observations and have an estimated accuracy of +/- 10 meters.
 ON1238
 ON1238.The orthometric height was determined by differential leveling and
 ON1238.adjusted by the NATIONAL GEODETIC SURVEY
 ON1238.in June 1991.
 ON1238
 ON1238.Significant digits in the geoid height do not necessarily reflect accuracy.
 ON1238.GEOID18 height accuracy estimate available here.
 ON1238
 ON1238.Click photographs - Photos may exist for this station.
 ON1238
 ON1238.The dynamic height is computed by dividing the NAVD 88
 ON1238.geopotential number by the normal gravity value computed on the
 ON1238.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ON1238.degrees latitude (g = 980.6199 gals.).
 ON1238
 ON1238.The modeled gravity was interpolated from observed gravity values.
 ON1238
 ON1238;                    North         East    Units  Estimated Accuracy
 ON1238;SPC MN S     -   194,148.      974,380.      MT  (+/- 10 meters HH2 GPS)
 ON1238
 ON1238_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWJ9392553265(NAD 83)
 ON1238
 ON1238                          SUPERSEDED SURVEY CONTROL
 ON1238
 ON1238.No superseded survey control is available for this station.
 ON1238
 ON1238_MARKER: DV = VERTICAL CONTROL DISK
 ON1238_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 ON1238_STAMPING: 2305 K 1979
 ON1238_MARK LOGO: MNHD
 ON1238_PROJECTION: PROJECTING 8 CENTIMETERS
 ON1238_MAGNETIC: I = MARKER IS A STEEL ROD
 ON1238_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 ON1238_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ON1238+SATELLITE: SATELLITE OBSERVATIONS - August 20, 2024
 ON1238
 ON1238  HISTORY     - Date     Condition        Report By
 ON1238  HISTORY     - 19790401 MONUMENTED       MNHD
 ON1238  HISTORY     - 20161026 GOOD             MNDT
 ON1238  HISTORY     - 20240820 GOOD             MNDT
 ON1238
 ON1238                          STATION DESCRIPTION
 ON1238
 ON1238'DESCRIBED BY MN HIGHWAY DEPT 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.
 ON1238
 ON1238                          STATION RECOVERY (2016)
 ON1238
 ON1238'RECOVERY NOTE BY MN DEPT OF TRANSP 2016 (DAS)
 ON1238'THE MARK IS LOCATED ABOUT 4.0 MI (6.4 KM) WEST OF RUSHFORD.
 ON1238'
 ON1238'TO REACH THE MARK GO 4.8 MI (7.7 KM) WEST ALONG TRUNK HIGHWAY 30 FROM
 ON1238'THE JUNCTION OF TRUNK HIGHWAY 30 AND TRUNK HIGHWAY 43 IN RUSHFORD, AT
 ON1238'TRUNK HIGHWAY 30 MILE POINT 260.65.
 ON1238'
 ON1238'THE MARK IS LOCATED 82.5 FT (25.1 M) NORTHEAST OF TRUNK HIGHWAY 30,
 ON1238'70.0 FT (21.3 M) NORTHWEST OF TOWNSHIP ROAD EAST (RIDGEVIEW ROAD),
 ON1238'46.7 FT (14.2 M) NORTHWEST OF THE NORTHWEST END OF A METAL CULVERT,
 ON1238'11.4 FT (3.5 M) WEST-SOUTHWEST OF A POWER POLE REA COOP 6, 0.6 FT (18
 ON1238'CM) SOUTHEAST OF A WITNESS POST.
 ON1238
 ON1238                          STATION RECOVERY (2024)
 ON1238
 ON1238'RECOVERY NOTE BY MN DEPT OF TRANSP 2024 (KMS)
 ON1238'4.0 MI (6.4 KM) WEST OF RUSHFORD, 4.8 MI (7.7 KM) WEST ALONG TRUNK
 ON1238'HIGHWAY 30 FROM THE JUNCTION OF TRUNK HIGHWAY 30 AND TRUNK HIGHWAY 43
 ON1238'IN RUSHFORD, AT TRUNK HIGHWAY 30 MILE POINT 260.65, 82.5 FT (25.1 M)
 ON1238'NORTHEAST OF TRUNK HIGHWAY 30, 70.0 FT (21.3 M) NORTHWEST OF RIDGEVIEW
 ON1238'ROAD, 46.7 FT (14.2 M) NORTHWEST OF THE NORTHWEST END OF A METAL
 ON1238'CULVERT, 11.4 FT (3.5 M) WEST-SOUTHWEST OF A POWER POLE REA COOP 6,
 ON1238'0.6 FT (18 CM) SOUTHEAST OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 ON1241 ***********************************************************************
 ON1241  DESIGNATION -  2305 L
 ON1241  PID         -  ON1241
 ON1241  STATE/COUNTY-  MN/FILLMORE
 ON1241  COUNTRY     -  US
 ON1241  USGS QUAD   -  RUSHFORD WEST (2019)
 ON1241
 ON1241                         *CURRENT SURVEY CONTROL
 ON1241  ______________________________________________________________________
 ON1241* NAD 83(1986) POSITION- 43 49 12.8    (N) 091 50 03.7    (W)   HD_HELD2
 ON1241* NAVD 88 ORTHO HEIGHT -   369.990 (meters)     1213.88  (feet) ADJUSTED
 ON1241  ______________________________________________________________________
 ON1241  GEOID HEIGHT    -        -30.214 (meters)                     GEOID18
 ON1241  DYNAMIC HEIGHT  -        369.927 (meters)     1213.67  (feet) COMP
 ON1241  MODELED GRAVITY -    980,436.1   (mgal)                       NAVD 88
 ON1241
 ON1241  VERT ORDER      -  SECOND    CLASS II
 ON1241
 ON1241.This mark is at Rushford Airport (55Y)
 ON1241
 ON1241.The horizontal coordinates were established by autonomous hand held GPS
 ON1241.observations and have an estimated accuracy of +/- 10 meters.
 ON1241
 ON1241.The orthometric height was determined by differential leveling and
 ON1241.adjusted by the NATIONAL GEODETIC SURVEY
 ON1241.in June 1991.
 ON1241
 ON1241.Significant digits in the geoid height do not necessarily reflect accuracy.
 ON1241.GEOID18 height accuracy estimate available here.
 ON1241
 ON1241.Click photographs - Photos may exist for this station.
 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     -   193,445.      974,200.      MT  (+/- 10 meters HH2 GPS)
 ON1241
 ON1241_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWJ9373652565(NAD 83)
 ON1241
 ON1241                          SUPERSEDED SURVEY CONTROL
 ON1241
 ON1241.No superseded survey control is available for this station.
 ON1241
 ON1241_MARKER: DB = BENCH MARK DISK
 ON1241_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 ON1241_STAMPING: 2305 L 1979
 ON1241_MARK LOGO: MNHD
 ON1241_PROJECTION: FLUSH
 ON1241_MAGNETIC: I = MARKER IS A STEEL ROD
 ON1241_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 ON1241
 ON1241  HISTORY     - Date     Condition        Report By
 ON1241  HISTORY     - 19790401 MONUMENTED       MNDT
 ON1241  HISTORY     - 20071129 POOR             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.
 ON1241
 ON1241                          STATION RECOVERY (2007)
 ON1241
 ON1241'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (DRB)
 ON1241'4.2 MI (6.8 KM) WEST OF RUSHFORD, 5.0 MI (8.0 KM) WEST ON TRUNK
 ON1241'HIGHWAY 30  FROM THE JUNCTION OF TRUNK HIGHWAY 30 AND TRUNK HIGHWAY 43
 ON1241'IN RUSHFORD, ALONG TOWNSHIP ROAD TO AIRPORT, 83.4 FT (25.4 M)
 ON1241'NORTHWEST OF THE NORTHEAST CORNER OF AIRPORT BUILDING, 73.7 FT (22.5
 ON1241'M) NORTH-NORTHEAST OF THE NORTHWEST CORNER OF BUILDING.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 ON1242 ***********************************************************************
 ON1242  DESIGNATION -  2305 M
 ON1242  PID         -  ON1242
 ON1242  STATE/COUNTY-  MN/FILLMORE
 ON1242  COUNTRY     -  US
 ON1242  USGS QUAD   -  RUSHFORD WEST (2019)
 ON1242
 ON1242                         *CURRENT SURVEY CONTROL
 ON1242  ______________________________________________________________________
 ON1242* NAD 83(1986) POSITION- 43 49 48.63   (N) 091 50 42.97   (W)   HD_HELD1
 ON1242* NAVD 88 ORTHO HEIGHT -   382.830 (meters)     1256.00  (feet) ADJUSTED
 ON1242  ______________________________________________________________________
 ON1242  GEOID HEIGHT    -        -30.203 (meters)                     GEOID18
 ON1242  DYNAMIC HEIGHT  -        382.762 (meters)     1255.78  (feet) COMP
 ON1242  MODELED GRAVITY -    980,429.4   (mgal)                       NAVD 88
 ON1242
 ON1242  VERT ORDER      -  SECOND    CLASS I
 ON1242
 ON1242.The horizontal coordinates were determined by differentially corrected
 ON1242.hand held GPS observations or other comparable positioning techniques
 ON1242.and have an estimated accuracy of +/- 3 meters.
 ON1242
 ON1242.The orthometric height was determined by differential leveling and
 ON1242.adjusted by the NATIONAL GEODETIC SURVEY
 ON1242.in May 2019.
 ON1242
 ON1242.Significant digits in the geoid height do not necessarily reflect accuracy.
 ON1242.GEOID18 height accuracy estimate available here.
 ON1242
 ON1242.Click photographs - Photos may exist for this station.
 ON1242
 ON1242.The dynamic height is computed by dividing the NAVD 88
 ON1242.geopotential number by the normal gravity value computed on the
 ON1242.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ON1242.degrees latitude (g = 980.6199 gals.).
 ON1242
 ON1242.The modeled gravity was interpolated from observed gravity values.
 ON1242
 ON1242;                    North         East    Units  Estimated Accuracy
 ON1242;SPC MN S     -   194,527.3     973,293.2     MT  (+/- 3 meters HH1 GPS) 
 ON1242
 ON1242_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWJ9284353658(NAD 83)
 ON1242
 ON1242                          SUPERSEDED SURVEY CONTROL
 ON1242
 ON1242  NAVD 88 (06/15/91)  382.836  (m)         1256.02   (f) SUPERSEDED  2 2
 ON1242
 ON1242.Superseded values are not recommended for survey control.
 ON1242
 ON1242.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ON1242.See file dsdata.pdf to determine how the superseded data were derived.
 ON1242
 ON1242_MARKER: DV = VERTICAL CONTROL DISK
 ON1242_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 ON1242_STAMPING: 2305 M 1979
 ON1242_MARK LOGO: MNHD
 ON1242_PROJECTION: FLUSH
 ON1242_MAGNETIC: I = MARKER IS A STEEL ROD
 ON1242_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 ON1242_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ON1242+SATELLITE: SATELLITE OBSERVATIONS - August 21, 2024
 ON1242
 ON1242  HISTORY     - Date     Condition        Report By
 ON1242  HISTORY     - 19790401 MONUMENTED       MNHD
 ON1242  HISTORY     - 20161026 GOOD             MNDT
 ON1242  HISTORY     - 20240821 GOOD             MNDT
 ON1242
 ON1242                          STATION DESCRIPTION
 ON1242
 ON1242'DESCRIBED BY MN HIGHWAY DEPT 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.
 ON1242
 ON1242                          STATION RECOVERY (2016)
 ON1242
 ON1242'RECOVERY NOTE BY MN DEPT OF TRANSP 2016 (DAS)
 ON1242'THE MARK IS LOCATED ABOUT 5.0 MI (8.0 KM) WEST OF RUSHFORD.
 ON1242'
 ON1242'TO REACH THE MARK GO 5.5 MI (8.8 KM) WEST ALONG TRUNK HIGHWAY 30 FROM
 ON1242'THE JUNCTION OF TRUNK HIGHWAY 30 AND TRUNK HIGHWAY 43 IN RUSHFORD, AT
 ON1242'TRUNK HIGHWAY 30 MILE POINT 259.9.
 ON1242'
 ON1242'THE MARK IS LOCATED 29.0 FT (8.8 M) SOUTH OF TRUNK HIGHWAY 30, 13.0 FT
 ON1242'(4.0 M) EAST OF A FIELD ENTRANCE, 3.4 FT (1.0 M) SOUTH OF POWER POLE,
 ON1242'0.9 FT (27 CM) NORTH OF A WITNESS POST.
 ON1242
 ON1242                          STATION RECOVERY (2024)
 ON1242
 ON1242'RECOVERY NOTE BY MN DEPT OF TRANSP 2024 (KMS)
 ON1242'5.0 MI (8.0 KM) WEST OF RUSHFORD, 5.5 MI (8.8 KM) WEST ALONG TRUNK
 ON1242'HIGHWAY 30 FROM THE JUNCTION OF TRUNK HIGHWAY 30 AND TRUNK HIGHWAY 43
 ON1242'IN RUSHFORD, AT TRUNK HIGHWAY 30 MILE POINT 259.9, 29.0 FT (8.8 M)
 ON1242'SOUTH OF TRUNK HIGHWAY 30, 13.0 FT (4.0 M) EAST OF A FIELD ENTRANCE,
 ON1242'3.4 FT (1.0 M) SOUTH OF A POWER POLE, 0.9 FT (27 CM) NORTH OF A
 ON1242'WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 ON1243 ***********************************************************************
 ON1243  DESIGNATION -  2305 N
 ON1243  PID         -  ON1243
 ON1243  STATE/COUNTY-  MN/FILLMORE
 ON1243  COUNTRY     -  US
 ON1243  USGS QUAD   -  RUSHFORD WEST (2019)
 ON1243
 ON1243                         *CURRENT SURVEY CONTROL
 ON1243  ______________________________________________________________________
 ON1243* NAD 83(1986) POSITION- 43 49 44.30   (N) 091 51 36.65   (W)   HD_HELD1
 ON1243* NAVD 88 ORTHO HEIGHT -   375.209 (meters)     1231.00  (feet) ADJUSTED
 ON1243  ______________________________________________________________________
 ON1243  GEOID HEIGHT    -        -30.188 (meters)                     GEOID18
 ON1243  DYNAMIC HEIGHT  -        375.140 (meters)     1230.77  (feet) COMP
 ON1243  MODELED GRAVITY -    980,423.8   (mgal)                       NAVD 88
 ON1243
 ON1243  VERT ORDER      -  SECOND    CLASS I
 ON1243
 ON1243.The horizontal coordinates were determined by differentially corrected
 ON1243.hand held GPS observations or other comparable positioning techniques
 ON1243.and have an estimated accuracy of +/- 3 meters.
 ON1243
 ON1243.The orthometric height was determined by differential leveling and
 ON1243.adjusted by the NATIONAL GEODETIC SURVEY
 ON1243.in May 2019.
 ON1243
 ON1243.Significant digits in the geoid height do not necessarily reflect accuracy.
 ON1243.GEOID18 height accuracy estimate available here.
 ON1243
 ON1243.Click photographs - Photos may exist for this station.
 ON1243
 ON1243.The dynamic height is computed by dividing the NAVD 88
 ON1243.geopotential number by the normal gravity value computed on the
 ON1243.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ON1243.degrees latitude (g = 980.6199 gals.).
 ON1243
 ON1243.The modeled gravity was interpolated from observed gravity values.
 ON1243
 ON1243;                    North         East    Units  Estimated Accuracy
 ON1243;SPC MN S     -   194,362.2     972,097.7     MT  (+/- 3 meters HH1 GPS) 
 ON1243
 ON1243_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWJ9164653508(NAD 83)
 ON1243
 ON1243                          SUPERSEDED SURVEY CONTROL
 ON1243
 ON1243  NAVD 88 (06/15/91)  375.214  (m)         1231.01   (f) SUPERSEDED  2 2
 ON1243
 ON1243.Superseded values are not recommended for survey control.
 ON1243
 ON1243.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ON1243.See file dsdata.pdf to determine how the superseded data were derived.
 ON1243
 ON1243_MARKER: DV = VERTICAL CONTROL DISK
 ON1243_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 ON1243_STAMPING: 2305 N 1979
 ON1243_MARK LOGO: MNHD
 ON1243_PROJECTION: FLUSH
 ON1243_MAGNETIC: I = MARKER IS A STEEL ROD
 ON1243_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 ON1243_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ON1243+SATELLITE: SATELLITE OBSERVATIONS - August 21, 2024
 ON1243
 ON1243  HISTORY     - Date     Condition        Report By
 ON1243  HISTORY     - 19790401 MONUMENTED       MNHD
 ON1243  HISTORY     - 20161026 GOOD             MNDT
 ON1243  HISTORY     - 20240821 GOOD             MNDT
 ON1243
 ON1243                          STATION DESCRIPTION
 ON1243
 ON1243'DESCRIBED BY MN HIGHWAY DEPT 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.
 ON1243
 ON1243                          STATION RECOVERY (2016)
 ON1243
 ON1243'RECOVERY NOTE BY MN DEPT OF TRANSP 2016 (DAS)
 ON1243'THE MARK IS LOCATED ABOUT 5.6 MI (9.0 KM) WEST OF RUSHFORD.
 ON1243'
 ON1243'TO REACH THE MARK GO 6.2 MI (10.0 KM) WEST ALONG TRUNK HIGHWAY 30 FROM
 ON1243'THE JUNCTION OF TRUNK HIGHWAY 30 AND TRUNK HIGHWAY 43 IN RUSHFORD, AT
 ON1243'TRUNK HIGHWAY 30 MILE POINT 259.15.
 ON1243'
 ON1243'THE MARK IS LOCATED 148.0 FT (45.1 M) NORTHWEST OF TRUNK HIGHWAY 30,
 ON1243'18.0 FT (5.5 M) EAST OF A DRIVEWAY NORTH, 1.7 FT (0.5 M) SOUTH OF
 ON1243'POWER POLE, 0.4 FT (12 CM) SOUTH OF A WITNESS POST.
 ON1243
 ON1243                          STATION RECOVERY (2024)
 ON1243
 ON1243'RECOVERY NOTE BY MN DEPT OF TRANSP 2024 (KMS)
 ON1243'5.6 MI (9.0 KM) WEST OF RUSHFORD, 6.2 MI (10.0 KM) WEST ALONG TRUNK
 ON1243'HIGHWAY 30 FROM THE JUNCTION OF TRUNK HIGHWAY 30 AND TRUNK HIGHWAY 43
 ON1243'IN RUSHFORD, AT TRUNK HIGHWAY 30 MILE POINT 259.15, 148.0 FT (45.1 M)
 ON1243'NORTHWEST OF TRUNK HIGHWAY 30, 18.0 FT (5.5 M) EAST OF DRIVEWAY NUMBER
 ON1243'39621, 1.7 FT (0.5 M) SOUTH OF A POWER POLE, 0.4 FT (12 CM) SOUTH OF A
 ON1243'WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 ON1244 ***********************************************************************
 ON1244  DESIGNATION -  2305 P
 ON1244  PID         -  ON1244
 ON1244  STATE/COUNTY-  MN/FILLMORE
 ON1244  COUNTRY     -  US
 ON1244  USGS QUAD   -  ARENDAHL (2019)
 ON1244
 ON1244                         *CURRENT SURVEY CONTROL
 ON1244  ______________________________________________________________________
 ON1244* NAD 83(1986) POSITION- 43 49 30.4    (N) 091 52 37.7    (W)   HD_HELD2
 ON1244* NAVD 88 ORTHO HEIGHT -   364.670 (meters)     1196.42  (feet) ADJUSTED
 ON1244  ______________________________________________________________________
 ON1244  GEOID HEIGHT    -        -30.173 (meters)                     GEOID18
 ON1244  DYNAMIC HEIGHT  -        364.601 (meters)     1196.20  (feet) COMP
 ON1244  MODELED GRAVITY -    980,417.9   (mgal)                       NAVD 88
 ON1244
 ON1244  VERT ORDER      -  SECOND    CLASS II
 ON1244
 ON1244.The horizontal coordinates were established by autonomous hand held GPS
 ON1244.observations and have an estimated accuracy of +/- 10 meters.
 ON1244
 ON1244.The orthometric height was determined by differential leveling and
 ON1244.adjusted by the NATIONAL GEODETIC SURVEY
 ON1244.in June 1991.
 ON1244
 ON1244.Significant digits in the geoid height do not necessarily reflect accuracy.
 ON1244.GEOID18 height accuracy estimate available here.
 ON1244
 ON1244.Click photographs - Photos may exist for this station.
 ON1244
 ON1244.The dynamic height is computed by dividing the NAVD 88
 ON1244.geopotential number by the normal gravity value computed on the
 ON1244.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ON1244.degrees latitude (g = 980.6199 gals.).
 ON1244
 ON1244.The modeled gravity was interpolated from observed gravity values.
 ON1244
 ON1244;                    North         East    Units  Estimated Accuracy
 ON1244;SPC MN S     -   193,898.      970,745.      MT  (+/- 10 meters HH2 GPS)
 ON1244
 ON1244_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWJ9028853061(NAD 83)
 ON1244
 ON1244                          SUPERSEDED SURVEY CONTROL
 ON1244
 ON1244.No superseded survey control is available for this station.
 ON1244
 ON1244_MARKER: DV = VERTICAL CONTROL 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: MNHD
 ON1244_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 ON1244_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ON1244+STABILITY: SURFACE MOTION
 ON1244_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 ON1244+SATELLITE: SATELLITE OBSERVATIONS - November 28, 2007
 ON1244
 ON1244  HISTORY     - Date     Condition        Report By
 ON1244  HISTORY     - 19790401 MONUMENTED       MNDT
 ON1244  HISTORY     - 20071128 GOOD             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.
 ON1244
 ON1244                          STATION RECOVERY (2007)
 ON1244
 ON1244'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (DRB)
 ON1244'6.5 MI (10.5 KM) WEST OF RUSHFORD, 7.2 MI (11.6 KM) WEST ON TRUNK
 ON1244'HIGHWAY 30  FROM THE JUNCTION OF TRUNK HIGHWAY 30 AND TRUNK HIGHWAY
 ON1244'43, AT TRUNK HIGHWAY 30 MILE POINT 258.2 69.6 FT (21.2 M) NORTH OF
 ON1244'TRUNK HIGHWAY 30, IN DOORSILL AT SOUTH ENTRANCE OF TOWNHALL, 4.3 FT
 ON1244'(1.3 M) EAST OF THE SOUTHWEST CORNER OF FOUNDATION, AT FIRE NUMBER
 ON1244'38767.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 ON1247 ***********************************************************************
 ON1247  DESIGNATION -  2305 Q
 ON1247  PID         -  ON1247
 ON1247  STATE/COUNTY-  MN/FILLMORE
 ON1247  COUNTRY     -  US
 ON1247  USGS QUAD   -  ARENDAHL (2019)
 ON1247
 ON1247                         *CURRENT SURVEY CONTROL
 ON1247  ______________________________________________________________________
 ON1247* NAD 83(1986) POSITION- 43 49 30.34   (N) 091 53 33.24   (W)   HD_HELD1
 ON1247* NAVD 88 ORTHO HEIGHT -   366.278 (meters)     1201.70  (feet) ADJUSTED
 ON1247  ______________________________________________________________________
 ON1247  GEOID HEIGHT    -        -30.162 (meters)                     GEOID18
 ON1247  DYNAMIC HEIGHT  -        366.208 (meters)     1201.47  (feet) COMP
 ON1247  MODELED GRAVITY -    980,417.9   (mgal)                       NAVD 88
 ON1247
 ON1247  VERT ORDER      -  SECOND    CLASS I
 ON1247
 ON1247.The horizontal coordinates were determined by differentially corrected
 ON1247.hand held GPS observations or other comparable positioning techniques
 ON1247.and have an estimated accuracy of +/- 3 meters.
 ON1247
 ON1247.The orthometric height was determined by differential leveling and
 ON1247.adjusted by the NATIONAL GEODETIC SURVEY
 ON1247.in May 2019.
 ON1247
 ON1247.Significant digits in the geoid height do not necessarily reflect accuracy.
 ON1247.GEOID18 height accuracy estimate available here.
 ON1247
 ON1247.Click photographs - Photos may exist for this station.
 ON1247
 ON1247.The dynamic height is computed by dividing the NAVD 88
 ON1247.geopotential number by the normal gravity value computed on the
 ON1247.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ON1247.degrees latitude (g = 980.6199 gals.).
 ON1247
 ON1247.The modeled gravity was interpolated from observed gravity values.
 ON1247
 ON1247;                    North         East    Units  Estimated Accuracy
 ON1247;SPC MN S     -   193,863.8     969,504.7     MT  (+/- 3 meters HH1 GPS) 
 ON1247
 ON1247_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWJ8904853042(NAD 83)
 ON1247
 ON1247                          SUPERSEDED SURVEY CONTROL
 ON1247
 ON1247  NAVD 88 (06/15/91)  366.284  (m)         1201.72   (f) SUPERSEDED  2 2
 ON1247
 ON1247.Superseded values are not recommended for survey control.
 ON1247
 ON1247.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ON1247.See file dsdata.pdf to determine how the superseded data were derived.
 ON1247
 ON1247_MARKER: DV = VERTICAL CONTROL DISK
 ON1247_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 ON1247_STAMPING: 2305 Q 1979
 ON1247_MARK LOGO: MNHD
 ON1247_PROJECTION: RECESSED 5 CENTIMETERS
 ON1247_MAGNETIC: I = MARKER IS A STEEL ROD
 ON1247_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 ON1247_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ON1247+SATELLITE: SATELLITE OBSERVATIONS - August 21, 2024
 ON1247
 ON1247  HISTORY     - Date     Condition        Report By
 ON1247  HISTORY     - 19790401 MONUMENTED       MNHD
 ON1247  HISTORY     - 20161026 GOOD             MNDT
 ON1247  HISTORY     - 20240821 GOOD             MNDT
 ON1247
 ON1247                          STATION DESCRIPTION
 ON1247
 ON1247'DESCRIBED BY MN HIGHWAY DEPT 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.
 ON1247
 ON1247                          STATION RECOVERY (2016)
 ON1247
 ON1247'RECOVERY NOTE BY MN DEPT OF TRANSP 2016 (DAS)
 ON1247'THE MARK IS LOCATED ABOUT 7.3 MI (11.7 KM) WEST OF RUSHFORD.
 ON1247'
 ON1247'TO REACH THE MARK GO 7.9 MI (12.7 KM) WEST ALONG TRUNK HIGHWAY 30 FROM
 ON1247'THE JUNCTION OF TRUNK HIGHWAY 30 AND TRUNK HIGHWAY 43 IN RUSHFORD, AT
 ON1247'TRUNK HIGHWAY 30 MILE POINT 257.4.
 ON1247'
 ON1247'THE MARK IS LOCATED 30.0 FT (9.1 M) SOUTH OF TRUNK HIGHWAY 30, 25.0 FT
 ON1247'(7.6 M) WEST-SOUTHWEST OF SOUTH END OF METAL CULVERT, 19.0 FT (5.8 M)
 ON1247'EAST OF A DRIVEWAY NORTH EXTENDED, 4.0 FT (1.2 M) SOUTHEAST OF POWER
 ON1247'POLE, 0.9 FT (27 CM) NORTH OF A WITNESS POST.
 ON1247
 ON1247                          STATION RECOVERY (2024)
 ON1247
 ON1247'RECOVERY NOTE BY MN DEPT OF TRANSP 2024 (KMS)
 ON1247'7.3 MI (11.7 KM) WEST OF RUSHFORD, 7.9 MI (12.7 KM) WEST ALONG TRUNK
 ON1247'HIGHWAY 30 FROM THE JUNCTION OF TRUNK HIGHWAY 30 AND TRUNK HIGHWAY 43
 ON1247'IN RUSHFORD, AT TRUNK HIGHWAY 30 MILE POINT 257.4, 30.0 FT (9.1 M)
 ON1247'SOUTH OF TRUNK HIGHWAY 30, 25.0 FT (7.6 M) WEST-SOUTHWEST OF THE SOUTH
 ON1247'END OF A METAL CULVERT, 19.0 FT (5.8 M) EAST OF DRIVEWAY NUMBER 37975
 ON1247'EXTENDED, 4.0 FT (1.2 M) SOUTHEAST OF A POWER POLE, 0.9 FT (27 CM)
 ON1247'NORTH OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 ON1250 ***********************************************************************
 ON1250  DESIGNATION -  2305 R
 ON1250  PID         -  ON1250
 ON1250  STATE/COUNTY-  MN/FILLMORE
 ON1250  COUNTRY     -  US
 ON1250  USGS QUAD   -  ARENDAHL (2019)
 ON1250
 ON1250                         *CURRENT SURVEY CONTROL
 ON1250  ______________________________________________________________________
 ON1250* NAD 83(1986) POSITION- 43 49 31.7    (N) 091 54 58.0    (W)   HD_HELD2
 ON1250* NAVD 88 ORTHO HEIGHT -   369.914 (meters)     1213.63  (feet) ADJUSTED
 ON1250  ______________________________________________________________________
 ON1250  GEOID HEIGHT    -        -30.146 (meters)                     GEOID18
 ON1250  DYNAMIC HEIGHT  -        369.844 (meters)     1213.40  (feet) COMP
 ON1250  MODELED GRAVITY -    980,417.4   (mgal)                       NAVD 88
 ON1250
 ON1250  VERT ORDER      -  SECOND    CLASS II
 ON1250
 ON1250.The horizontal coordinates were established by autonomous hand held GPS
 ON1250.observations and have an estimated accuracy of +/- 10 meters.
 ON1250
 ON1250.The orthometric height was determined by differential leveling and
 ON1250.adjusted by the NATIONAL GEODETIC SURVEY
 ON1250.in June 1991.
 ON1250
 ON1250.Significant digits in the geoid height do not necessarily reflect accuracy.
 ON1250.GEOID18 height accuracy estimate available here.
 ON1250
 ON1250.Click photographs - Photos may exist for this station.
 ON1250
 ON1250.The dynamic height is computed by dividing the NAVD 88
 ON1250.geopotential number by the normal gravity value computed on the
 ON1250.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ON1250.degrees latitude (g = 980.6199 gals.).
 ON1250
 ON1250.The modeled gravity was interpolated from observed gravity values.
 ON1250
 ON1250;                    North         East    Units  Estimated Accuracy
 ON1250;SPC MN S     -   193,857.      967,610.      MT  (+/- 10 meters HH2 GPS)
 ON1250
 ON1250_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWJ8715453059(NAD 83)
 ON1250
 ON1250                          SUPERSEDED SURVEY CONTROL
 ON1250
 ON1250.No superseded survey control is available for this station.
 ON1250
 ON1250_MARKER: DV = VERTICAL CONTROL DISK
 ON1250_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 ON1250_STAMPING: 2305 R 1979
 ON1250_MARK LOGO: MNHD
 ON1250_PROJECTION: RECESSED 5 CENTIMETERS
 ON1250_MAGNETIC: I = MARKER IS A STEEL ROD
 ON1250_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 ON1250_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 ON1250+SATELLITE: SATELLITE OBSERVATIONS - August 21, 2024
 ON1250
 ON1250  HISTORY     - Date     Condition        Report By
 ON1250  HISTORY     - 19790401 MONUMENTED       MNDT
 ON1250  HISTORY     - 20071127 GOOD             MNDT
 ON1250  HISTORY     - 20240821 GOOD             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.
 ON1250
 ON1250                          STATION RECOVERY (2007)
 ON1250
 ON1250'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (DRB)
 ON1250'8.5 MI (13.7 KM) WEST OF RUSHFORD, 9.1 MI (14.6 KM) WEST ON TRUNK
 ON1250'HIGHWAY 30  FROM THE JUNCTION OF TRUNK HIGHWAY 30 AND TRUNK HIGHWAY 43
 ON1250'IN RUSHFORD, AT TRUNK HIGHWAY 30 MILE POINT 256.2, 322.5 FT (98.3 M)
 ON1250'EAST-SOUTHEAST OF THE SOUTHEAST CORNER OF CHURCH, 57.5 FT (17.5 M)
 ON1250'NORTH OF TRUNK HIGHWAY 30, 2.8 FT (0.9 M) SOUTHWEST OF 18 INCHES (46
 ON1250'CM) SPRUCE TREE, 0.6 FT (18 CM) SOUTH OF A WITNESS POST, SOUTHEAST
 ON1250'CORNER OF ARENDAHL LUTHERAN CHURCH PROPERTY.
 ON1250
 ON1250                          STATION RECOVERY (2024)
 ON1250
 ON1250'RECOVERY NOTE BY MN DEPT OF TRANSP 2024 (KMS)
 ON1250'8.5 MI (13.7 KM) WEST OF RUSHFORD, 9.1 MI (14.6 KM) WEST ALONG TRUNK
 ON1250'HIGHWAY 30 FROM THE JUNCTION OF TRUNK HIGHWAY 30 AND TRUNK HIGHWAY 43
 ON1250'IN RUSHFORD, AT TRUNK HIGHWAY 30 MILE POINT 256.2, 57.5 FT (17.5 M)
 ON1250'NORTH OF TRUNK HIGHWAY 30, AT THE SOUTHEAST CORNER OF THE ARENDAHL
 ON1250'LUTHERAN CHURCH PROPERTY, 322.5 FT (98.3 M) EAST-SOUTHEAST OF THE
 ON1250'SOUTHEAST CORNER OF A CHURCH, 2.8 FT (0.9 M) SOUTHWEST OF AN 18.0 INCH
 ON1250'(46 CM) DIAMETER SPRUCE TREE, 0.6 FT (18 CM) SOUTH OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 ON1251 ***********************************************************************
 ON1251  DESIGNATION -  2305 S
 ON1251  PID         -  ON1251
 ON1251  STATE/COUNTY-  MN/FILLMORE
 ON1251  COUNTRY     -  US
 ON1251  USGS QUAD   -  ARENDAHL (2019)
 ON1251
 ON1251                         *CURRENT SURVEY CONTROL
 ON1251  ______________________________________________________________________
 ON1251* NAD 83(1986) POSITION- 43 49 30.80   (N) 091 56 05.31   (W)   HD_HELD1
 ON1251* NAVD 88 ORTHO HEIGHT -   360.165 (meters)     1181.64  (feet) ADJUSTED
 ON1251  ______________________________________________________________________
 ON1251  GEOID HEIGHT    -        -30.134 (meters)                     GEOID18
 ON1251  DYNAMIC HEIGHT  -        360.096 (meters)     1181.42  (feet) COMP
 ON1251  MODELED GRAVITY -    980,416.5   (mgal)                       NAVD 88
 ON1251
 ON1251  VERT ORDER      -  SECOND    CLASS I
 ON1251
 ON1251.The horizontal coordinates were determined by differentially corrected
 ON1251.hand held GPS observations or other comparable positioning techniques
 ON1251.and have an estimated accuracy of +/- 3 meters.
 ON1251
 ON1251.The orthometric height was determined by differential leveling and
 ON1251.adjusted by the NATIONAL GEODETIC SURVEY
 ON1251.in May 2019.
 ON1251
 ON1251.Significant digits in the geoid height do not necessarily reflect accuracy.
 ON1251.GEOID18 height accuracy estimate available here.
 ON1251
 ON1251.Click photographs - Photos may exist for this station.
 ON1251
 ON1251.The dynamic height is computed by dividing the NAVD 88
 ON1251.geopotential number by the normal gravity value computed on the
 ON1251.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ON1251.degrees latitude (g = 980.6199 gals.).
 ON1251
 ON1251.The modeled gravity was interpolated from observed gravity values.
 ON1251
 ON1251;                    North         East    Units  Estimated Accuracy
 ON1251;SPC MN S     -   193,791.3     966,107.5     MT  (+/- 3 meters HH1 GPS) 
 ON1251
 ON1251_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWJ8565153012(NAD 83)
 ON1251
 ON1251                          SUPERSEDED SURVEY CONTROL
 ON1251
 ON1251  NAVD 88 (12/23/13)  360.162  (m)         1181.63   (f) SUPERSEDED  2 1
 ON1251  NAVD 88 (06/15/91)  360.172  (m)         1181.66   (f) SUPERSEDED  2 2
 ON1251
 ON1251.Superseded values are not recommended for survey control.
 ON1251
 ON1251.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ON1251.See file dsdata.pdf to determine how the superseded data were derived.
 ON1251
 ON1251_MARKER: DV = VERTICAL CONTROL DISK
 ON1251_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 ON1251_STAMPING: 2305 S 1979
 ON1251_MARK LOGO: MNHD
 ON1251_PROJECTION: PROJECTING 15 CENTIMETERS
 ON1251_MAGNETIC: I = MARKER IS A STEEL ROD
 ON1251_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 ON1251_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ON1251+SATELLITE: SATELLITE OBSERVATIONS - August 21, 2024
 ON1251
 ON1251  HISTORY     - Date     Condition        Report By
 ON1251  HISTORY     - 19790401 MONUMENTED       MNHD
 ON1251  HISTORY     - 20110926 GOOD             MNDT
 ON1251  HISTORY     - 20161027 GOOD             MNDT
 ON1251  HISTORY     - 20240821 GOOD             MNDT
 ON1251
 ON1251                          STATION DESCRIPTION
 ON1251
 ON1251'DESCRIBED BY MN HIGHWAY DEPT 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.
 ON1251
 ON1251                          STATION RECOVERY (2011)
 ON1251
 ON1251'RECOVERY NOTE BY MN DEPT OF TRANSP 2011 (KMS)
 ON1251'9.4 MILES WEST OF RUSHFORD, 10.0 MILES WEST ALONG TRUNK HIGHWAY 30
 ON1251'FROM JUNCTION OF TRUNK HIGHWAY 30 AND TRUNK HIGHWAY 43, AT TRUNK
 ON1251'HIGHWAY 30 MILEPOINT 255.2, 35.7 FEET NORTH OF TRUNK HIGHWAY 30, AT
 ON1251'SOUTHWEST CORNER OF NORTH PRAIRIE LUTHERAN CHURCH PROPERTY, 25.0 FEET
 ON1251'WEST-SOUTHWEST OF 24.0 INCH SPRUCE TREE, 0.8 FOOT SOUTH OF WITNESS
 ON1251'POST.
 ON1251
 ON1251                          STATION RECOVERY (2016)
 ON1251
 ON1251'RECOVERY NOTE BY MN DEPT OF TRANSP 2016 (DAS)
 ON1251'RECOVERED AS DESCRIBED.
 ON1251
 ON1251                          STATION RECOVERY (2024)
 ON1251
 ON1251'RECOVERY NOTE BY MN DEPT OF TRANSP 2024 (KMS)
 ON1251'9.4 MI (15.1 KM) WEST OF RUSHFORD, 10.0 MI (16.1 KM) WEST ALONG TRUNK
 ON1251'HIGHWAY 30 FROM THE JUNCTION OF TRUNK HIGHWAY 30 AND TRUNK HIGHWAY 43,
 ON1251'AT TRUNK HIGHWAY 30 MILE POINT 255.3, 35.7 FT (10.9 M) NORTH OF TRUNK
 ON1251'HIGHWAY 30, AT THE SOUTHWEST CORNER OF THE NORTH PRAIRIE LUTHERAN
 ON1251'CHURCH PROPERTY, 25.0 FT (7.6 M) WEST-SOUTHWEST OF A 24.0 INCH (61 CM)
 ON1251'DIAMETER SPRUCE TREE, 0.8 FT (24 CM) SOUTH OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 ON1252 ***********************************************************************
 ON1252  DESIGNATION -  2305 T
 ON1252  PID         -  ON1252
 ON1252  STATE/COUNTY-  MN/FILLMORE
 ON1252  COUNTRY     -  US
 ON1252  USGS QUAD   -  ARENDAHL (2019)
 ON1252
 ON1252                         *CURRENT SURVEY CONTROL
 ON1252  ______________________________________________________________________
 ON1252* NAD 83(2011) POSITION- 43 49 31.64348(N) 091 56 59.69808(W)   ADJUSTED
 ON1252* NAD 83(2011) ELLIP HT-   329.787 (meters)        (08/26/13)   ADJUSTED
 ON1252* NAD 83(2011) EPOCH   -  2010.00
 ON1252* NAVD 88 ORTHO HEIGHT -   359.901 (meters)     1180.78  (feet) ADJUSTED
 ON1252  ______________________________________________________________________
 ON1252  GEOID HEIGHT    -        -30.125 (meters)                     GEOID18
 ON1252  NAD 83(2011) X  -   -156,830.929 (meters)                     COMP
 ON1252  NAD 83(2011) Y  - -4,606,496.023 (meters)                     COMP
 ON1252  NAD 83(2011) Z  -  4,394,348.877 (meters)                     COMP
 ON1252  LAPLACE CORR    -         -1.48  (seconds)                    DEFLEC18
 ON1252  DYNAMIC HEIGHT  -        359.832 (meters)     1180.55  (feet) COMP
 ON1252  MODELED GRAVITY -    980,415.3   (mgal)                       NAVD 88
 ON1252
 ON1252  VERT ORDER      -  SECOND    CLASS I
 ON1252
 ON1252  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 ON1252  Standards:
 ON1252         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 ON1252            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 ON1252  -------------------------------------------------------------------
 ON1252  NETWORK    0.68   1.29           0.32   0.21   0.66     -0.11765116
 ON1252  -------------------------------------------------------------------
 ON1252  Click here for local accuracies and other accuracy information.
 ON1252
 ON1252.The horizontal coordinates were established by GPS observations
 ON1252.and adjusted by the MN DEPT OF TRANSP in August 2013.
 ON1252
 ON1252.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 ON1252.been affixed to the stable North American tectonic plate. See 
 ON1252.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 ON1252
 ON1252.The horizontal coordinates are valid at the epoch date displayed above
 ON1252.which is a decimal equivalence of Year/Month/Day.
 ON1252
 ON1252.The orthometric height was determined by differential leveling and
 ON1252.adjusted by the NATIONAL GEODETIC SURVEY
 ON1252.in May 2019.
 ON1252
 ON1252.Significant digits in the geoid height do not necessarily reflect accuracy.
 ON1252.GEOID18 height accuracy estimate available here.
 ON1252
 ON1252.Click photographs - Photos may exist for this station.
 ON1252
 ON1252.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 ON1252
 ON1252.The Laplace correction was computed from DEFLEC18 derived deflections.
 ON1252
 ON1252.The ellipsoidal height was determined by GPS observations
 ON1252.and is referenced to NAD 83.
 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. The following values were computed from the NAD 83(2011) position.
 ON1252
 ON1252;                    North         East     Units Scale Factor Converg.
 ON1252;SPC MN S     -   193,786.720   964,891.949   MT  0.99999114   +1 26 13.1
 ON1252;SPC MN S     -   635,781.93  3,165,649.67   sFT  0.99999114   +1 26 13.1
 ON1252;UTM  15      - 4,853,022.802   584,436.160   MT  0.99968769   +0 43 37.9
 ON1252
 ON1252!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ON1252!SPC MN S     -   0.99994829  x   0.99999114  =   0.99993943
 ON1252!UTM  15      -   0.99994829  x   0.99968769  =   0.99963600
 ON1252
 ON1252_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWJ8443653022(NAD 83)
 ON1252
 ON1252                          SUPERSEDED SURVEY CONTROL
 ON1252
 ON1252  NAVD 88 (12/23/13)  359.900  (m)         1180.77   (f) SUPERSEDED  2 1
 ON1252  NAVD 88 (06/15/91)  359.911  (m)         1180.81   (f) SUPERSEDED  2 2
 ON1252
 ON1252.Superseded values are not recommended for survey control.
 ON1252
 ON1252.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ON1252.See file dsdata.pdf to determine how the superseded data were derived.
 ON1252
 ON1252_MARKER: DV = VERTICAL CONTROL DISK
 ON1252_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 ON1252_STAMPING: 2305 T 1979
 ON1252_MARK LOGO: MNHD
 ON1252_PROJECTION: FLUSH
 ON1252_MAGNETIC: I = MARKER IS A STEEL ROD
 ON1252_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 ON1252_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ON1252+SATELLITE: SATELLITE OBSERVATIONS - August 21, 2024
 ON1252
 ON1252  HISTORY     - Date     Condition        Report By
 ON1252  HISTORY     - 19790401 MONUMENTED       MNHD
 ON1252  HISTORY     - 20060720 GOOD             MNDT
 ON1252  HISTORY     - 20110926 GOOD             MNDT
 ON1252  HISTORY     - 20120417 GOOD             MNDT
 ON1252  HISTORY     - 20161027 GOOD             MNDT
 ON1252  HISTORY     - 20191001 GOOD             MNDT
 ON1252  HISTORY     - 20240821 GOOD             MNDT
 ON1252
 ON1252                          STATION DESCRIPTION
 ON1252
 ON1252'DESCRIBED BY MN HIGHWAY DEPT 1979
 ON1252'9.9 MI WNW FROM RUSHFORD.
 ON1252'THE MARK IS LOCATED 10.7 MILES WEST ALONG TRUNK HIGHWAY 30 FROM ITS
 ON1252'JUNCTION WITH TRUNK HIGHWAY 43 IN RUSHFORD AND IS NEAR TRUNK HIGHWAY
 ON1252'30 MILE POINT 254.45 IN THE NW 1/4 OF SECTION 8, T104N, R9W.  THE
 ON1252'MARK IS 99 FEET NORTH OF AND 2 FEET LOWER THAN THE CENTERLINE OF
 ON1252'TRUNK HIGHWAY 30, 64.8 FEET NORTH OF A POWER POLE WITH A GUY WIRE,
 ON1252'58.5 FEET EAST OF THE CENTERLINE OF COUNTY ROAD 32, 35.4 FEET EAST OF
 ON1252'THE EAST END OF AN 18 INCH METAL CULVERT UNDER COUNTY ROAD 32, 1.3
 ON1252'FEET NORTHWEST OF A STEEL RIGHT-OF-WAY SIGN POST AND 0.7 FOOT
 ON1252'SOUTHWEST OF A STEEL WITNESS POST.  THE MARK, A STANDARD MNHD
 ON1252'VERTICAL CONTROL MARK DISK STAMPED---2305 T 1979---, IS CRIMPED TO
 ON1252'THE TOP OF A DRIVEN 5/8 DIAMETER BY 27 FOOT LONG COPPER-CLAD STEEL
 ON1252'ROD THAT PROJECTS 2 INCHES ABOVE GROUND LEVEL.
 ON1252
 ON1252                          STATION RECOVERY (2006)
 ON1252
 ON1252'RECOVERY NOTE BY MN DEPT OF TRANSP 2006 (MPP)
 ON1252'THE STATION IS LOCATED ABOUT 9.9 MI (15.9 KM) WEST OF RUSHFORD, 7.3 MI
 ON1252'(11.7 KM) NORTH OF LANESBORO, 2.0 MI (3.2 KM) WEST OF ARENDAHL AND
 ON1252'10.7 MI (17.2 KM) WEST OF THE JUNCTION OF TRUNK HIGHWAY 30 AND TRUNK
 ON1252'HIGHWAY 43 IN RUSHFORD, AT TRUNK HIGHWAY 30 MILE POINT 254.45, 99 FT
 ON1252'(30.2 M) NORTH OF TRUNK HIGHWAY 30, 58.5 FT (17.8 M) EAST OF COUNTY
 ON1252'ROAD 32, 35.4.0 FT (10.8 M) EAST OF EAST END OF METAL CULVERT, 1.3 FT
 ON1252'(0.4 M) NORTHWEST OF RIGHT OF WAY POST, 0.7 FT (0.2 M) SOUTHWEST OF A
 ON1252'WITNESS POST.
 ON1252
 ON1252                          STATION RECOVERY (2011)
 ON1252
 ON1252'RECOVERY NOTE BY MN DEPT OF TRANSP 2011 (KMS)
 ON1252'RECOVERED IN GOOD CONDITION.
 ON1252
 ON1252                          STATION RECOVERY (2012)
 ON1252
 ON1252'RECOVERY NOTE BY MN DEPT OF TRANSP 2012 (SXK)
 ON1252'10.0 MILES WEST OF RUSHFORD, 10.8 MILES WEST ALONG TRUNK HIGHWAY 30
 ON1252'FROM JUNCTION OF TRUNK HIGHWAY 30 AND TRUNK HIGHWAY 43, AT TRUNK
 ON1252'HIGHWAY 30 MILEPOINT 254.45, 99.0 FEET NORTH OF TRUNK HIGHWAY 30, 58.5
 ON1252'FEET EAST OF COUNTY ROAD 32, 30.0 FEET EAST OF EAST END OF METAL
 ON1252'CULVERT, 1.3 FEET NORTHWEST OF RIGHT-OF-WAY POST, 0.7 FOOT SOUTHWEST
 ON1252'OF WITNESS POST.
 ON1252
 ON1252                          STATION RECOVERY (2016)
 ON1252
 ON1252'RECOVERY NOTE BY MN DEPT OF TRANSP 2016 (DAS)
 ON1252'RECOVERED AS DESCRIBED.
 ON1252
 ON1252                          STATION RECOVERY (2019)
 ON1252
 ON1252'RECOVERY NOTE BY MN DEPT OF TRANSP 2019 (TJD)
 ON1252'10.0 MI (16.1 KM) WEST OF RUSHFORD, 10.8 MI (17.4 KM) WEST ALONG TRUNK
 ON1252'HIGHWAY 30 FROM THE JUNCTION OF TRUNK HIGHWAY 30 AND TRUNK HIGHWAY 43,
 ON1252'AT TRUNK HIGHWAY 30 MILE POINT 254.45, 99.0 FT (30.2 M) NORTH OF TRUNK
 ON1252'HIGHWAY 30, 58.5 FT (17.8 M) EAST OF COUNTY ROAD 32, 30.0 FT (9.1 M)
 ON1252'EAST OF THE EAST END OF A METAL CULVERT, 1.3 FT (0.4 M) NORTHWEST OF A
 ON1252'RIGHT-OF-WAY POST, 0.7 FT (21 CM) SOUTHWEST OF A WITNESS POST.
 ON1252
 ON1252                          STATION RECOVERY (2024)
 ON1252
 ON1252'RECOVERY NOTE BY MN DEPT OF TRANSP 2024 (KMS)
 ON1252'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DK9881 ***********************************************************************
 DK9881  DESIGNATION -  2305 T 1
 DK9881  PID         -  DK9881
 DK9881  STATE/COUNTY-  MN/FILLMORE
 DK9881  COUNTRY     -  US
 DK9881  USGS QUAD   -  ARENDAHL (2019)
 DK9881
 DK9881                         *CURRENT SURVEY CONTROL
 DK9881  ______________________________________________________________________
 DK9881* NAD 83(1986) POSITION- 43 50 23.37   (N) 091 57 34.87   (W)   HD_HELD1
 DK9881* NAVD 88 ORTHO HEIGHT -   361.692 (meters)     1186.65  (feet) ADJUSTED
 DK9881  ______________________________________________________________________
 DK9881  GEOID HEIGHT    -        -30.111 (meters)                     GEOID18
 DK9881  DYNAMIC HEIGHT  -        361.622 (meters)     1186.42  (feet) COMP
 DK9881  MODELED GRAVITY -    980,416.1   (mgal)                       NAVD 88
 DK9881
 DK9881  VERT ORDER      -  SECOND    CLASS I
 DK9881
 DK9881.The horizontal coordinates were determined by differentially corrected
 DK9881.hand held GPS observations or other comparable positioning techniques
 DK9881.and have an estimated accuracy of +/- 3 meters.
 DK9881
 DK9881.The orthometric height was determined by differential leveling and
 DK9881.adjusted by the NATIONAL GEODETIC SURVEY
 DK9881.in May 2019.
 DK9881
 DK9881.Significant digits in the geoid height do not necessarily reflect accuracy.
 DK9881.GEOID18 height accuracy estimate available here.
 DK9881
 DK9881.Click photographs - Photos may exist for this station.
 DK9881
 DK9881.The dynamic height is computed by dividing the NAVD 88
 DK9881.geopotential number by the normal gravity value computed on the
 DK9881.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK9881.degrees latitude (g = 980.6199 gals.).
 DK9881
 DK9881.The modeled gravity was interpolated from observed gravity values.
 DK9881
 DK9881;                    North         East    Units  Estimated Accuracy
 DK9881;SPC MN S     -   195,363.0     964,066.5     MT  (+/- 3 meters HH1 GPS) 
 DK9881
 DK9881_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWJ8363054608(NAD 83)
 DK9881
 DK9881                          SUPERSEDED SURVEY CONTROL
 DK9881
 DK9881  NAVD 88 (06/23/09)  361.702  (m)         1186.68   (f) SUPERSEDED  2 1
 DK9881
 DK9881.Superseded values are not recommended for survey control.
 DK9881
 DK9881.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK9881.See file dsdata.pdf to determine how the superseded data were derived.
 DK9881
 DK9881_MARKER: DD = SURVEY DISK
 DK9881_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DK9881_STAMPING: 2305 T 1 2006
 DK9881_MARK LOGO: MNDT
 DK9881_PROJECTION: FLUSH
 DK9881_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DK9881_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DK9881_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DK9881+SATELLITE: SATELLITE OBSERVATIONS - August 21, 2024
 DK9881_ROD/PIPE-DEPTH: 6.1 meters
 DK9881
 DK9881  HISTORY     - Date     Condition        Report By
 DK9881  HISTORY     - 20060725 MONUMENTED       MNDT
 DK9881  HISTORY     - 20130430 GOOD             MNDT
 DK9881  HISTORY     - 20161027 GOOD             MNDT
 DK9881  HISTORY     - 20201207 GOOD             MNDT
 DK9881  HISTORY     - 20240821 GOOD             MNDT
 DK9881
 DK9881                          STATION DESCRIPTION
 DK9881
 DK9881'DESCRIBED BY MN DEPT OF TRANSP 2006
 DK9881'THE STATION IS LOCATED ABOUT 14.0 MI (22.5 KM) NORTHWEST OF RUSHFORD,
 DK9881'9.4 MI (15.1 KM) SOUTH OF UTICA, 8.3 MI (13.4 KM) NORTH OF LANESBORO,
 DK9881'2.7 MI (4.3 KM) WEST-NORTHWEST OF ARENDAHL.  GO 10.7 MI (17.2 KM) WEST
 DK9881'ALONG TRUNK HIGHWAY 30 FROM THE JUNCTION OF TRUNK HIGHWAY 30 AND TRUNK
 DK9881'HIGHWAY 43 IN RUSHFORD TO TRUNK HIGHWAY 30 MILE POINT 254.45, THENCE
 DK9881'1.35 MI (2.2 KM) NORTH ON COUNTY ROAD 32, 56.0 FT (17.1 M) EAST OF
 DK9881'COUNTY ROAD 32, 16.0 FT (4.9 M) NORTH OF A FIELD ENTRANCE, 1.0 FT (0.3
 DK9881'M) WEST OF A WITNESS POST
 DK9881
 DK9881                          STATION RECOVERY (2013)
 DK9881
 DK9881'RECOVERY NOTE BY MN DEPT OF TRANSP 2013 (MPP)
 DK9881'11.0 MI (17.7 KM) WEST-NORTHWEST OF RUSHFORD, 10.7 MI (17.2 KM) WEST
 DK9881'ALONG TRUNK HIGHWAY 30  FROM THE JUNCTION OF TRUNK HIGHWAY 30 AND
 DK9881'TRUNK HIGHWAY 43 IN RUSHFORD, TO TRUNK HIGHWAY 30 MILE POINT 254.45,
 DK9881'THEN 1.35 MI (2.2 KM) NORTH, WEST AND NORTH ALONG COUNTY ROAD 32, 56.0
 DK9881'FT (17.1 M) EAST OF COUNTY ROAD 32, 16.0 FT (4.9 M) NORTH OF A FIELD
 DK9881'ENTRANCE, 1.0 FT (0.3 M) WEST OF A WITNESS POST.
 DK9881
 DK9881                          STATION RECOVERY (2016)
 DK9881
 DK9881'RECOVERY NOTE BY MN DEPT OF TRANSP 2016 (DAS)
 DK9881'RECOVERED AS DESCRIBED.
 DK9881
 DK9881                          STATION RECOVERY (2020)
 DK9881
 DK9881'RECOVERY NOTE BY MN DEPT OF TRANSP 2020 (KMS)
 DK9881'RECOVERED IN GOOD CONDITION.
 DK9881
 DK9881                          STATION RECOVERY (2024)
 DK9881
 DK9881'RECOVERY NOTE BY MN DEPT OF TRANSP 2024 (KMS)
 DK9881'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 ON1255 ***********************************************************************
 ON1255  DESIGNATION -  2305 U
 ON1255  PID         -  ON1255
 ON1255  STATE/COUNTY-  MN/FILLMORE
 ON1255  COUNTRY     -  US
 ON1255  USGS QUAD   -  ARENDAHL (2019)
 ON1255
 ON1255                         *CURRENT SURVEY CONTROL
 ON1255  ______________________________________________________________________
 ON1255* NAD 83(2011) POSITION- 43 49 31.18546(N) 091 57 54.05084(W)   ADJUSTED
 ON1255* NAD 83(2011) ELLIP HT-   326.346 (meters)        (08/26/13)   ADJUSTED
 ON1255* NAD 83(2011) EPOCH   -  2010.00
 ON1255* NAVD 88 ORTHO HEIGHT -   356.453 (meters)     1169.46  (feet) ADJUSTED
 ON1255  ______________________________________________________________________
 ON1255  GEOID HEIGHT    -        -30.116 (meters)                     GEOID18
 ON1255  NAD 83(2011) X  -   -158,045.030 (meters)                     COMP
 ON1255  NAD 83(2011) Y  - -4,606,461.839 (meters)                     COMP
 ON1255  NAD 83(2011) Z  -  4,394,336.295 (meters)                     COMP
 ON1255  LAPLACE CORR    -         -1.44  (seconds)                    DEFLEC18
 ON1255  DYNAMIC HEIGHT  -        356.385 (meters)     1169.24  (feet) COMP
 ON1255  MODELED GRAVITY -    980,416.7   (mgal)                       NAVD 88
 ON1255
 ON1255  VERT ORDER      -  SECOND    CLASS I
 ON1255
 ON1255  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 ON1255  Standards:
 ON1255         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 ON1255            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 ON1255  -------------------------------------------------------------------
 ON1255  NETWORK    0.63   1.25           0.30   0.19   0.64     -0.07389103
 ON1255  -------------------------------------------------------------------
 ON1255  Click here for local accuracies and other accuracy information.
 ON1255
 ON1255.The horizontal coordinates were established by GPS observations
 ON1255.and adjusted by the MN DEPT OF TRANSP in August 2013.
 ON1255
 ON1255.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 ON1255.been affixed to the stable North American tectonic plate. See 
 ON1255.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 ON1255
 ON1255.The horizontal coordinates are valid at the epoch date displayed above
 ON1255.which is a decimal equivalence of Year/Month/Day.
 ON1255
 ON1255.The orthometric height was determined by differential leveling and
 ON1255.adjusted by the NATIONAL GEODETIC SURVEY
 ON1255.in May 2019.
 ON1255
 ON1255.Significant digits in the geoid height do not necessarily reflect accuracy.
 ON1255.GEOID18 height accuracy estimate available here.
 ON1255
 ON1255.Click photographs - Photos may exist for this station.
 ON1255
 ON1255.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 ON1255
 ON1255.The Laplace correction was computed from DEFLEC18 derived deflections.
 ON1255
 ON1255.The ellipsoidal height was determined by GPS observations
 ON1255.and is referenced to NAD 83.
 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. The following values were computed from the NAD 83(2011) position.
 ON1255
 ON1255;                    North         East     Units Scale Factor Converg.
 ON1255;SPC MN S     -   193,742.245   963,678.194   MT  0.99999116   +1 25 35.0
 ON1255;SPC MN S     -   635,636.02  3,161,667.54   sFT  0.99999116   +1 25 35.0
 ON1255;UTM  15      - 4,852,993.373   583,222.317   MT  0.99968519   +0 43 00.2
 ON1255
 ON1255!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ON1255!SPC MN S     -   0.99994883  x   0.99999116  =   0.99993999
 ON1255!UTM  15      -   0.99994883  x   0.99968519  =   0.99963403
 ON1255
 ON1255_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWJ8322252993(NAD 83)
 ON1255
 ON1255                          SUPERSEDED SURVEY CONTROL
 ON1255
 ON1255  NAVD 88 (12/23/13)  356.450  (m)         1169.45   (f) SUPERSEDED  2 1
 ON1255  NAVD 88 (06/15/91)  356.463  (m)         1169.50   (f) SUPERSEDED  2 2
 ON1255
 ON1255.Superseded values are not recommended for survey control.
 ON1255
 ON1255.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ON1255.See file dsdata.pdf to determine how the superseded data were derived.
 ON1255
 ON1255_MARKER: DV = VERTICAL CONTROL DISK
 ON1255_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 ON1255_STAMPING: 2305 U 1979
 ON1255_MARK LOGO: MNHD
 ON1255_PROJECTION: PROJECTING 5 CENTIMETERS
 ON1255_MAGNETIC: I = MARKER IS A STEEL ROD
 ON1255_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 ON1255_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ON1255+SATELLITE: SATELLITE OBSERVATIONS - August 21, 2024
 ON1255
 ON1255  HISTORY     - Date     Condition        Report By
 ON1255  HISTORY     - 19790401 MONUMENTED       MNHD
 ON1255  HISTORY     - 20060720 GOOD             MNDT
 ON1255  HISTORY     - 20110926 GOOD             MNDT
 ON1255  HISTORY     - 20120417 GOOD             MNDT
 ON1255  HISTORY     - 20161027 GOOD             MNDT
 ON1255  HISTORY     - 20201207 GOOD             MNDT
 ON1255  HISTORY     - 20240821 GOOD             MNDT
 ON1255
 ON1255                          STATION DESCRIPTION
 ON1255
 ON1255'DESCRIBED BY MN HIGHWAY DEPT 1979
 ON1255'11.4 MI ESE FROM CHATFIELD.
 ON1255'THE MARK IS LOCATED 9.1 MILES SOUTH ALONG TRUNK HIGHWAY 30 FROM ITS
 ON1255'JUNCTION WITH TRUNK HIGHWAY 74 ABOUT 4 MILES EAST OF CHATFIELD AND IS
 ON1255'NEAR TRUNK HIGHWAY 30 MILE POINT 253.75 IN THE NW 1/4 OF SECTION 7,
 ON1255'T104N, R9W.  THE MARK IS 65.7 FEET EAST OF A POWER POLE ON AN
 ON1255'EAST-WEST LINE, 34 FEET NORTH OF AND ABOUT LEVEL WITH THE CENTERLINE
 ON1255'OF TRUNK HIGHWAY 30, 1 FOOT SOUTH OF A WOOD CORNER FENCE POST AT A
 ON1255'FENCE TO THE NORTH AND 0.7 FOOT SOUTH OF A STEEL WITNESS POST.  THE
 ON1255'MARK, A STANDARD MNHD VERTICAL CONTROL MARK DISK STAMPED ---2305 U
 ON1255'1979---, IS CRIMPED TO THE TOP OF A DRIVEN 5/8 INCH DIAMETER BY 25
 ON1255'FOOT LONG COPPER-CLAD STEEL ROD THAT PROJECTS 2 INCHES ABOVE THE
 ON1255'SURFACE OF THE GROUND.
 ON1255
 ON1255                          STATION RECOVERY (2006)
 ON1255
 ON1255'RECOVERY NOTE BY MN DEPT OF TRANSP 2006 (MPP)
 ON1255'THE STATION IS LOCATED ABOUT 10.4 MI (16.7 KM) SOUTH OF UTICA, 7.2 MI
 ON1255'(11.6 KM) NORTH OF LANESBORO AND 2.8 MI (4.5 KM) WEST OF ARENDAHL.  GO
 ON1255'11.4 MI (18.3 KM) EAST-SOUTHEAST OF CHATFIELD, 9.1 MI (14.6 KM) EAST
 ON1255'OF THE JUNCTION OF TRUNK HIGHWAY 30 AND TRUNK HIGHWAY 74, 0.75 MI (1.2
 ON1255'KM) WEST OF THE JUNCTION OF TRUNK HIGHWAY 250 AND TRUNK HIGHWAY 30, AT
 ON1255'TRUNK HIGHWAY 30 MILE POINT 253.75, 34 FT (10.4 M) NORTH OF TRUNK
 ON1255'HIGHWAY 30, 1.0 FT (0.3 M) SOUTH OF A FENCE CORNER, 0.7 FT (0.2 M)
 ON1255'SOUTH OF A WITNESS POST.
 ON1255
 ON1255                          STATION RECOVERY (2011)
 ON1255
 ON1255'RECOVERY NOTE BY MN DEPT OF TRANSP 2011 (KMS)
 ON1255'RECOVERED IN GOOD CONDITION.
 ON1255
 ON1255                          STATION RECOVERY (2012)
 ON1255
 ON1255'RECOVERY NOTE BY MN DEPT OF TRANSP 2012 (MPP)
 ON1255'11.4 MILES EAST-SOUTHEAST OF CHATFIELD, 9.2 MILES EAST ALONG TRUNK
 ON1255'HIGHWAY 30 FROM JUNCTION OF TRUNK HIGHWAY 30 AND TRUNK HIGHWAY 74, OR
 ON1255'0.75 MILE WEST ALONG TRUNK HIGHWAY 30 FROM JUNCTION OF TRUNK HIGHWAY
 ON1255'30 AND TRUNK HIGHWAY 250 (BETWEEN CHATFIELD AND RUSHFORD), AT TRUNK
 ON1255'HIGHWAY 30 MILEPOINT 253.75, 34.0 FEET NORTH OF TRUNK HIGHWAY 30, 1.0
 ON1255'FOOT SOUTH OF FENCE CORNER, 0.7 FOOT SOUTH OF WITNESS POST.
 ON1255
 ON1255                          STATION RECOVERY (2016)
 ON1255
 ON1255'RECOVERY NOTE BY MN DEPT OF TRANSP 2016 (DAS)
 ON1255'RECOVERED AS DESCRIBED.
 ON1255
 ON1255                          STATION RECOVERY (2020)
 ON1255
 ON1255'RECOVERY NOTE BY MN DEPT OF TRANSP 2020 (KMS)
 ON1255'RECOVERED IN GOOD CONDITION.
 ON1255
 ON1255                          STATION RECOVERY (2024)
 ON1255
 ON1255'RECOVERY NOTE BY MN DEPT OF TRANSP 2024 (KMS)
 ON1255'11.4 MI (18.3 KM) EAST-SOUTHEAST OF CHATFIELD, 9.2 MI (14.8 KM) EAST
 ON1255'ALONG TRUNK HIGHWAY 30 FROM THE JUNCTION OF TRUNK HIGHWAY 30 AND TRUNK
 ON1255'HIGHWAY 74 (THE JUNCTION IS 4.0 MI (6.4 KM) EAST OF CHATFIELD), AT
 ON1255'TRUNK HIGHWAY 30 MILE POINT 253.75, 34.0 FT (10.4 M) NORTH OF TRUNK
 ON1255'HIGHWAY 30, 1.0 FT (0.3 M) SOUTH OF A FENCE CORNER, 0.7 FT (21 CM)
 ON1255'SOUTH OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 ON1256 ***********************************************************************
 ON1256  DESIGNATION -  2305 V
 ON1256  PID         -  ON1256
 ON1256  STATE/COUNTY-  MN/FILLMORE
 ON1256  COUNTRY     -  US
 ON1256  USGS QUAD   -  ARENDAHL (2019)
 ON1256
 ON1256                         *CURRENT SURVEY CONTROL
 ON1256  ______________________________________________________________________
 ON1256* NAD 83(1986) POSITION- 43 49 23.06   (N) 091 58 46.92   (W)   HD_HELD1
 ON1256* NAVD 88 ORTHO HEIGHT -   339.922 (meters)     1115.23  (feet) ADJUSTED
 ON1256  ______________________________________________________________________
 ON1256  GEOID HEIGHT    -        -30.110 (meters)                     GEOID18
 ON1256  DYNAMIC HEIGHT  -        339.857 (meters)     1115.01  (feet) COMP
 ON1256  MODELED GRAVITY -    980,417.8   (mgal)                       NAVD 88
 ON1256
 ON1256  VERT ORDER      -  SECOND    CLASS I
 ON1256
 ON1256.The horizontal coordinates were determined by differentially corrected
 ON1256.hand held GPS observations or other comparable positioning techniques
 ON1256.and have an estimated accuracy of +/- 3 meters.
 ON1256
 ON1256.The orthometric height was determined by differential leveling and
 ON1256.adjusted by the NATIONAL GEODETIC SURVEY
 ON1256.in May 2019.
 ON1256
 ON1256.Significant digits in the geoid height do not necessarily reflect accuracy.
 ON1256.GEOID18 height accuracy estimate available here.
 ON1256
 ON1256.Click photographs - Photos may exist for this station.
 ON1256
 ON1256.The dynamic height is computed by dividing the NAVD 88
 ON1256.geopotential number by the normal gravity value computed on the
 ON1256.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ON1256.degrees latitude (g = 980.6199 gals.).
 ON1256
 ON1256.The modeled gravity was interpolated from observed gravity values.
 ON1256
 ON1256;                    North         East    Units  Estimated Accuracy
 ON1256;SPC MN S     -   193,462.2     962,503.4     MT  (+/- 3 meters HH1 GPS) 
 ON1256
 ON1256_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWJ8204452728(NAD 83)
 ON1256
 ON1256                          SUPERSEDED SURVEY CONTROL
 ON1256
 ON1256  NAVD 88 (06/15/91)  339.928  (m)         1115.25   (f) SUPERSEDED  2 2
 ON1256
 ON1256.Superseded values are not recommended for survey control.
 ON1256
 ON1256.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ON1256.See file dsdata.pdf to determine how the superseded data were derived.
 ON1256
 ON1256_MARKER: DV = VERTICAL CONTROL DISK
 ON1256_SETTING: 66 = SET IN ROCK OUTCROP
 ON1256_STAMPING: 2305 V 1979
 ON1256_MARK LOGO: MNHD
 ON1256_MAGNETIC: N = NO MAGNETIC MATERIAL
 ON1256_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 ON1256+STABILITY: POSITION/ELEVATION WELL
 ON1256_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ON1256+SATELLITE: SATELLITE OBSERVATIONS - August 21, 2024
 ON1256
 ON1256  HISTORY     - Date     Condition        Report By
 ON1256  HISTORY     - 1979     MONUMENTED       MNDT
 ON1256  HISTORY     - 20060719 GOOD             MNDT
 ON1256  HISTORY     - 20161027 GOOD             MNDT
 ON1256  HISTORY     - 20240821 GOOD             MNDT
 ON1256
 ON1256                          STATION DESCRIPTION
 ON1256
 ON1256'DESCRIBED BY MN DEPT OF TRANSP 1979
 ON1256'10.7 MI ESE FROM CHATFIELD.
 ON1256'THE MARK IS LOCATED 8.4 MILES SOUTH AND EAST ALONG TRUNK HIGHWAY 30
 ON1256'FROM ITS JUNCTION WITH TRUNK HIGHWAY 74 ABOUT 4 MILES EAST OF
 ON1256'CHATFIELD AND IS NEAR TRUNK HIGHWAY 30 MILE POINT 253.05 IN THE SW
 ON1256'1/4 OF SECTION 12, T104N, R10W.  THE MARK IS ABOUT 775 FEET SOUTH OF
 ON1256'TRUNK HIGHWAY 30 ALONG A TOWNSHIP ROAD, 31 FEET WEST OF AND 2 FEET
 ON1256'HIGHER THAN THE CENTER OF THE ROAD IN A ROCK LEDGE OUTCROP, 50 FEET
 ON1256'SOUTH-SOUTHEAST OF A 4 INCH BOX ELDER TREE, 50 FEET NORTH-NORTHEAST
 ON1256'OF TWIN 6 INCH BOX ELDER TREES AND 1 FOOT EAST OF A STEEL WITNESS
 ON1256'POST.  THE MARK, A STANDARD MNHD VERTICAL CONTROL MARK DISK STAMPED
 ON1256'---2305 V 1979---, IS CEMENTED IN A DRILL HOLE IN THE ROCK LEDGE.
 ON1256
 ON1256                          STATION RECOVERY (2006)
 ON1256
 ON1256'RECOVERY NOTE BY MN DEPT OF TRANSP 2006 (MPP)
 ON1256'THE STATION IS LOCATED ABOUT 10.7 MI (17.2 KM) EAST-SOUTHEAST OF
 ON1256'CHATFIELD, 9.7 MI (15.6 KM) NORTHEAST OF FOUNTAIN, 7.1 MI (11.4 KM)
 ON1256'NORTH OF LANESBORO, 3.5 MI (5.6 KM) WEST OF ARENDAHL.  GO 8.4 MI (13.5
 ON1256'KM) SOUTH AND EAST OF THE JUNCTION OF TRUNK HIGHWAY 30 AND TRUNK
 ON1256'HIGHWAY 74 TO TRUNK HIGHWAY 30 MILE POINT 253.05, THENCE 0.15 MI (0.2
 ON1256'KM) SOUTH ON GRAVEL ROAD, 775 FT (236.2 M) SOUTH OF TRUNK HIGHWAY 30,
 ON1256'31 FT (9.4 M) WEST OF TOWNSHIP ROAD (GROUSE ROAD), 1.0 FT (0.3 M) EAST
 ON1256'OF A WITNESS POST
 ON1256
 ON1256                          STATION RECOVERY (2016)
 ON1256
 ON1256'RECOVERY NOTE BY MN DEPT OF TRANSP 2016 (DAS)
 ON1256'RECOVERED AS DESCRIBED.
 ON1256
 ON1256                          STATION RECOVERY (2024)
 ON1256
 ON1256'RECOVERY NOTE BY MN DEPT OF TRANSP 2024 (KMS)
 ON1256'10.7 MI (17.2 KM) EAST-SOUTHEAST OF CHATFIELD, 8.5 MI (13.7 KM) SOUTH
 ON1256'AND EAST ALONG TRUNK HIGHWAY 30 FROM THE JUNCTION OF TRUNK HIGHWAY 30
 ON1256'AND TRUNK HIGHWAY 74 TO TRUNK HIGHWAY 30 MILE POINT 253.05, THEN 0.15
 ON1256'MI (0.24 KM) SOUTH ALONG GROUSE ROAD, 775.0 FT (236.2 M) SOUTH OF
 ON1256'TRUNK HIGHWAY 30, 31.0 FT (9.4 M) WEST OF GROUSE ROAD, 1.0 FT (0.3 M)
 ON1256'EAST OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 ON1258 ***********************************************************************
 ON1258  DESIGNATION -  2305 X
 ON1258  PID         -  ON1258
 ON1258  STATE/COUNTY-  MN/FILLMORE
 ON1258  COUNTRY     -  US
 ON1258  USGS QUAD   -  ARENDAHL (2019)
 ON1258
 ON1258                         *CURRENT SURVEY CONTROL
 ON1258  ______________________________________________________________________
 ON1258* NAD 83(1986) POSITION- 43 49 17.37   (N) 091 59 57.76   (W)   HD_HELD1
 ON1258* NAVD 88 ORTHO HEIGHT -   346.391 (meters)     1136.45  (feet) ADJUSTED
 ON1258  ______________________________________________________________________
 ON1258  GEOID HEIGHT    -        -30.101 (meters)                     GEOID18
 ON1258  DYNAMIC HEIGHT  -        346.325 (meters)     1136.23  (feet) COMP
 ON1258  MODELED GRAVITY -    980,418.4   (mgal)                       NAVD 88
 ON1258
 ON1258  VERT ORDER      -  SECOND    CLASS I
 ON1258
 ON1258.The horizontal coordinates were determined by differentially corrected
 ON1258.hand held GPS observations or other comparable positioning techniques
 ON1258.and have an estimated accuracy of +/- 3 meters.
 ON1258
 ON1258.The orthometric height was determined by differential leveling and
 ON1258.adjusted by the NATIONAL GEODETIC SURVEY
 ON1258.in May 2019.
 ON1258
 ON1258.Significant digits in the geoid height do not necessarily reflect accuracy.
 ON1258.GEOID18 height accuracy estimate available here.
 ON1258
 ON1258.Click photographs - Photos may exist for this station.
 ON1258
 ON1258.The dynamic height is computed by dividing the NAVD 88
 ON1258.geopotential number by the normal gravity value computed on the
 ON1258.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ON1258.degrees latitude (g = 980.6199 gals.).
 ON1258
 ON1258.The modeled gravity was interpolated from observed gravity values.
 ON1258
 ON1258;                    North         East    Units  Estimated Accuracy
 ON1258;SPC MN S     -   193,247.8     960,925.2     MT  (+/- 3 meters HH1 GPS) 
 ON1258
 ON1258_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWJ8046452533(NAD 83)
 ON1258
 ON1258                          SUPERSEDED SURVEY CONTROL
 ON1258
 ON1258  NAVD 88 (06/15/91)  346.371  (m)         1136.39   (f) SUPERSEDED  2 2
 ON1258
 ON1258.Superseded values are not recommended for survey control.
 ON1258
 ON1258.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ON1258.See file dsdata.pdf to determine how the superseded data were derived.
 ON1258
 ON1258_MARKER: DV = VERTICAL CONTROL DISK
 ON1258_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 ON1258_STAMPING: 2305 X 1979
 ON1258_MARK LOGO: MNHD
 ON1258_PROJECTION: RECESSED 8 CENTIMETERS
 ON1258_MAGNETIC: I = MARKER IS A STEEL ROD
 ON1258_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 ON1258_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 ON1258+SATELLITE: SATELLITE OBSERVATIONS - August 27, 2024
 ON1258
 ON1258  HISTORY     - Date     Condition        Report By
 ON1258  HISTORY     - 19790401 MONUMENTED       MNHD
 ON1258  HISTORY     - 20161027 GOOD             MNDT
 ON1258  HISTORY     - 20240827 GOOD             MNDT
 ON1258
 ON1258                          STATION DESCRIPTION
 ON1258
 ON1258'DESCRIBED BY MN HIGHWAY DEPT 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.
 ON1258
 ON1258                          STATION RECOVERY (2016)
 ON1258
 ON1258'RECOVERY NOTE BY MN DEPT OF TRANSP 2016 (DAS)
 ON1258'THE MARK IS LOCATED ABOUT 9.7 MI (15.6 KM) EAST-SOUTHEAST OF
 ON1258'CHATFIELD.
 ON1258'
 ON1258'TO REACH THE MARK GO 7.2 MI (11.6 KM) SOUTH AND EAST ALONG TRUNK
 ON1258'HIGHWAY 30 FROM THE JUNCTION OF TRUNK HIGHWAY 30 AND TRUNK HIGHWAY 74
 ON1258'(EAST OF CHATFIELD), AT TRUNK HIGHWAY 74 CURVE AND TRUNK HIGHWAY 30
 ON1258'MILE POINT 251.85.
 ON1258'
 ON1258'THE MARK IS LOCATED 165.0 FT (50.3 M) SOUTHEAST OF TRUNK HIGHWAY 30
 ON1258'(DURING TRUNK HIGHWAY 30 CURVE), 39.0 FT (11.9 M) EAST OF TOWNSHIP
 ON1258'ROAD (325TH AVENUE), 24.0 FT (7.3 M) SOUTH OF A DRIVEWAY AND FIRE
 ON1258'NUMBER 32218, 18.4 FT (5.6 M) WEST OF TELEPHONE CABLE PEDESTAL 15, 1.0
 ON1258'FT (0.3 M) WEST OF POWER POLE, 1.0 FT (0.3 M) NORTH OF A WITNESS POST.
 ON1258
 ON1258                          STATION RECOVERY (2024)
 ON1258
 ON1258'RECOVERY NOTE BY MN DEPT OF TRANSP 2024 (KMS)
 ON1258'9.7 MI (15.6 KM) EAST-SOUTHEAST OF CHATFIELD, 7.2 MI (11.6 KM) SOUTH
 ON1258'AND EAST ALONG TRUNK HIGHWAY 30 FROM THE JUNCTION OF TRUNK HIGHWAY 30
 ON1258'AND TRUNK HIGHWAY 74 (THE JUNCTION IS 4.0 MI (6.4 KM) EAST OF
 ON1258'CHATFIELD), AT A TRUNK HIGHWAY 74 MILE POINT 251.85, 165.0 FT (50.3 M)
 ON1258'SOUTHEAST OF TRUNK HIGHWAY 30, 39.0 FT (11.9 M) EAST OF 325TH AVENUE,
 ON1258'24.0 FT (7.3 M) SOUTH OF A DRIVEWAY AND FIRE NUMBER 32218, 18.4 FT
 ON1258'(5.6 M) WEST OF A TELEPHONE CABLE PEDESTAL 15, 1.0 FT (0.3 M) WEST OF
 ON1258'A POWER POLE, 1.0 FT (0.3 M) NORTH OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 OO1519 ***********************************************************************
 OO1519  DESIGNATION -  2305 Z
 OO1519  PID         -  OO1519
 OO1519  STATE/COUNTY-  MN/FILLMORE
 OO1519  COUNTRY     -  US
 OO1519  USGS QUAD   -  PILOT MOUND (2019)
 OO1519
 OO1519                         *CURRENT SURVEY CONTROL
 OO1519  ______________________________________________________________________
 OO1519* NAD 83(1986) POSITION- 43 49 12.38   (N) 092 01 53.99   (W)   HD_HELD1
 OO1519* NAVD 88 ORTHO HEIGHT -   337.452 (meters)     1107.12  (feet) ADJUSTED
 OO1519  ______________________________________________________________________
 OO1519  GEOID HEIGHT    -        -30.086 (meters)                     GEOID18
 OO1519  DYNAMIC HEIGHT  -        337.387 (meters)     1106.91  (feet) COMP
 OO1519  MODELED GRAVITY -    980,417.6   (mgal)                       NAVD 88
 OO1519
 OO1519  VERT ORDER      -  SECOND    CLASS II
 OO1519
 OO1519.The horizontal coordinates were determined by differentially corrected
 OO1519.hand held GPS observations or other comparable positioning techniques
 OO1519.and have an estimated accuracy of +/- 3 meters.
 OO1519
 OO1519.The orthometric height was determined by differential leveling and
 OO1519.adjusted by the NATIONAL GEODETIC SURVEY
 OO1519.in June 1991.
 OO1519
 OO1519.Significant digits in the geoid height do not necessarily reflect accuracy.
 OO1519.GEOID18 height accuracy estimate available here.
 OO1519
 OO1519.Click photographs - Photos may exist for this station.
 OO1519
 OO1519.The dynamic height is computed by dividing the NAVD 88
 OO1519.geopotential number by the normal gravity value computed on the
 OO1519.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OO1519.degrees latitude (g = 980.6199 gals.).
 OO1519
 OO1519.The modeled gravity was interpolated from observed gravity values.
 OO1519
 OO1519;                    North         East    Units  Estimated Accuracy
 OO1519;SPC MN S     -   193,030.7     958,332.4     MT  (+/- 3 meters HH1 GPS) 
 OO1519
 OO1519_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWJ7786952348(NAD 83)
 OO1519
 OO1519                          SUPERSEDED SURVEY CONTROL
 OO1519
 OO1519.No superseded survey control is available for this station.
 OO1519
 OO1519_MARKER: DV = VERTICAL CONTROL DISK
 OO1519_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 OO1519_STAMPING: 2305 Z 1979
 OO1519_MARK LOGO: MNHD
 OO1519_PROJECTION: PROJECTING 10 CENTIMETERS
 OO1519_MAGNETIC: I = MARKER IS A STEEL ROD
 OO1519_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OO1519_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 OO1519+SATELLITE: SATELLITE OBSERVATIONS - November 01, 2016
 OO1519
 OO1519  HISTORY     - Date     Condition        Report By
 OO1519  HISTORY     - 19790401 MONUMENTED       MNHD
 OO1519  HISTORY     - 20161101 GOOD             MNDT
 OO1519
 OO1519                          STATION DESCRIPTION
 OO1519
 OO1519'DESCRIBED BY MN HIGHWAY DEPT 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.
 OO1519
 OO1519                          STATION RECOVERY (2016)
 OO1519
 OO1519'RECOVERY NOTE BY MN DEPT OF TRANSP 2016 (DAS)
 OO1519'THE MARK IS LOCATED ABOUT 8.1 MI (13.0 KM) EAST-SOUTHEAST OF
 OO1519'CHATFIELD.
 OO1519'
 OO1519'TO REACH THE MARK GO 5.5 MI (8.8 KM) SOUTH AND SOUTHEAST ALONG TRUNK
 OO1519'HIGHWAY 30 FROM THE JUNCTION OF TRUNK HIGHWAY 30 AND TRUNK HIGHWAY 74
 OO1519'(BETWEEN CHATFIELD AND RUSHFORD), AT TRUNK HIGHWAY 30 MILE POINT
 OO1519'250.1, 0.4 MI (0.6 KM) WEST OF TRUNK HIGHWAY 30 BRIDGE OVER MONEY
 OO1519'CREEK AT PILOT MOUND.
 OO1519'
 OO1519'THE MARK IS LOCATED 42.5 FT (13.0 M) SOUTH OF TRUNK HIGHWAY 30, 14.0
 OO1519'FT (4.3 M) SOUTH-SOUTHWEST OF CABLE PEDESTAL B 17, 9.0 FT (2.7 M)
 OO1519'EAST-NORTHEAST OF 24 INCH OAK TREE, 1.0 FT (0.3 M) NORTH OF A WITNESS
 OO1519'POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 ON0703 ***********************************************************************
 ON0703  DESIGNATION -  2306 A
 ON0703  PID         -  ON0703
 ON0703  STATE/COUNTY-  MN/FILLMORE
 ON0703  COUNTRY     -  US
 ON0703  USGS QUAD   -  MABEL (2019)
 ON0703
 ON0703                         *CURRENT SURVEY CONTROL
 ON0703  ______________________________________________________________________
 ON0703* NAD 83(1986) POSITION- 43 31 29.02   (N) 091 46 11.45   (W)   HD_HELD1
 ON0703* NAVD 88 ORTHO HEIGHT -   340.202 (meters)     1116.15  (feet) ADJUSTED
 ON0703  ______________________________________________________________________
 ON0703  GEOID HEIGHT    -        -30.167 (meters)                     GEOID18
 ON0703  DYNAMIC HEIGHT  -        340.137 (meters)     1115.93  (feet) COMP
 ON0703  MODELED GRAVITY -    980,416.2   (mgal)                       NAVD 88
 ON0703
 ON0703  VERT ORDER      -  SECOND    CLASS I
 ON0703
 ON0703.The horizontal coordinates were determined by differentially corrected
 ON0703.hand held GPS observations or other comparable positioning techniques
 ON0703.and have an estimated accuracy of +/- 3 meters.
 ON0703
 ON0703.The orthometric height was determined by differential leveling and
 ON0703.adjusted by the NATIONAL GEODETIC SURVEY
 ON0703.in June 2015.
 ON0703
 ON0703.Significant digits in the geoid height do not necessarily reflect accuracy.
 ON0703.GEOID18 height accuracy estimate available here.
 ON0703
 ON0703.Click photographs - Photos may exist for this station.
 ON0703
 ON0703.The dynamic height is computed by dividing the NAVD 88
 ON0703.geopotential number by the normal gravity value computed on the
 ON0703.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ON0703.degrees latitude (g = 980.6199 gals.).
 ON0703
 ON0703.The modeled gravity was interpolated from observed gravity values.
 ON0703
 ON0703;                    North         East    Units  Estimated Accuracy
 ON0703;SPC MN S     -   160,764.7     980,283.3     MT  (+/- 3 meters HH1 GPS) 
 ON0703
 ON0703_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWJ9941019822(NAD 83)
 ON0703
 ON0703                          SUPERSEDED SURVEY CONTROL
 ON0703
 ON0703  NAVD 88 (06/15/91)  340.145  (m)         1115.96   (f) SUPERSEDED  2 1
 ON0703
 ON0703.Superseded values are not recommended for survey control.
 ON0703
 ON0703.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ON0703.See file dsdata.pdf to determine how the superseded data were derived.
 ON0703
 ON0703_MARKER: DV = VERTICAL CONTROL DISK
 ON0703_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 ON0703_SP_SET: BOX CULVERT WING WALL
 ON0703_STAMPING: 2306 A 1976
 ON0703_MARK LOGO: MNHD
 ON0703_MAGNETIC: N = NO MAGNETIC MATERIAL
 ON0703_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ON0703+STABILITY: SURFACE MOTION
 ON0703_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 ON0703+SATELLITE: SATELLITE OBSERVATIONS - June 03, 2013
 ON0703
 ON0703  HISTORY     - Date     Condition        Report By
 ON0703  HISTORY     - 1976     MONUMENTED       MNHD
 ON0703  HISTORY     - 1984     GOOD             MNDT
 ON0703  HISTORY     - 20051117 GOOD             MNDT
 ON0703  HISTORY     - 20130603 GOOD             MNDT
 ON0703
 ON0703                          STATION DESCRIPTION
 ON0703
 ON0703'DESCRIBED BY MN DEPT OF TRANSP 1984
 ON0703'IN MABEL.
 ON0703'THE MARK AS DESCRIBED IN LINE 24250 WAS RECOVERED IN GOOD CONDITION IN
 ON0703'THE TOWN OF MABEL, IN THE NW 1/4 OF SECTION 26, T101N, R8W, NEAR THE
 ON0703'JUNCTION OF TRUNK HIGHWAYS 43 AND 44, 20.5 FEET EAST OF AND ABOUT
 ON0703'LEVEL WITH THE CENTERLINE OF TRUNK HIGHWAY 43, AND 119 FEET NORTH OF
 ON0703'THE CENTERLINE OF TRUNK HIGHWAY 44.  THE MARK, A STANDARD MNDT
 ON0703'VERTICAL CONTROL MONUMENT DISK STAMPED---2306 A 1976---, IS SET FLUSH
 ON0703'IN A DRILL HOLE IN THE SOUTHEAST HEADWALL OF A 31 FOOT LONG BY 10 FOOT
 ON0703'DEEP TRIPLE CONCRETE BOX CULVERT FOR TRUNK HIGHWAY 43 OVER THE
 ON0703'RICEFORD CREEK.
 ON0703
 ON0703                          STATION RECOVERY (2005)
 ON0703
 ON0703'RECOVERY NOTE BY MN DEPT OF TRANSP 2005 (MPP)
 ON0703'THE MARK WAS RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.
 ON0703'THE MARK IS IN MABEL, AT THE JUNCTION OF TRUNK HIGHWAY 43 AND TRUNK
 ON0703'HIGHWAY 44, IN SOUTHEAST HEADWALL OF TRUNK HIGHWAY 43 TRIPLE BOX
 ON0703'CULVERT AT RICEFORD CREEK, 20.5 FEET (6.2 M) EAST OF TRUNK HIGHWAY 43,
 ON0703'119 FEET (36.3 M) NORTH OF TRUNK HIGHWAY 44.
 ON0703
 ON0703                          STATION RECOVERY (2013)
 ON0703
 ON0703'RECOVERY NOTE BY MN DEPT OF TRANSP 2013 (KMS)
 ON0703'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DP4800 ***********************************************************************
 DP4800  DESIGNATION -  2306 AB
 DP4800  PID         -  DP4800
 DP4800  STATE/COUNTY-  MN/FILLMORE
 DP4800  COUNTRY     -  US
 DP4800  USGS QUAD   -  MABEL (2019)
 DP4800
 DP4800                         *CURRENT SURVEY CONTROL
 DP4800  ______________________________________________________________________
 DP4800* NAD 83(2011) POSITION- 43 34 16.35900(N) 091 46 13.92254(W)   ADJUSTED
 DP4800* NAD 83(2011) ELLIP HT-   332.309 (meters)        (04/01/15)   ADJUSTED
 DP4800* NAD 83(2011) EPOCH   -  2010.00
 DP4800* NAVD 88 ORTHO HEIGHT -   362.495 (meters)     1189.29  (feet) ADJUSTED
 DP4800  ______________________________________________________________________
 DP4800  GEOID HEIGHT    -        -30.190 (meters)                     GEOID18
 DP4800  NAD 83(2011) X  -   -143,011.186 (meters)                     COMP
 DP4800  NAD 83(2011) Y  - -4,626,473.625 (meters)                     COMP
 DP4800  NAD 83(2011) Z  -  4,373,926.406 (meters)                     COMP
 DP4800  LAPLACE CORR    -         -2.39  (seconds)                    DEFLEC18
 DP4800  DYNAMIC HEIGHT  -        362.424 (meters)     1189.05  (feet) COMP
 DP4800  MODELED GRAVITY -    980,411.6   (mgal)                       NAVD 88
 DP4800
 DP4800  VERT ORDER      -  SECOND    CLASS I
 DP4800
 DP4800  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DP4800  Standards:
 DP4800         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DP4800            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DP4800  -------------------------------------------------------------------
 DP4800  NETWORK    0.76   0.74           0.32   0.30   0.38     -0.00806475
 DP4800  -------------------------------------------------------------------
 DP4800  Click here for local accuracies and other accuracy information.
 DP4800
 DP4800.The horizontal coordinates were established by GPS observations
 DP4800.and adjusted by the MN DEPT OF TRANSP in April 2015.
 DP4800
 DP4800.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DP4800.been affixed to the stable North American tectonic plate. See 
 DP4800.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DP4800
 DP4800.The horizontal coordinates are valid at the epoch date displayed above
 DP4800.which is a decimal equivalence of Year/Month/Day.
 DP4800
 DP4800.The orthometric height was determined by differential leveling and
 DP4800.adjusted by the NATIONAL GEODETIC SURVEY
 DP4800.in June 2015.
 DP4800
 DP4800.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP4800.GEOID18 height accuracy estimate available here.
 DP4800
 DP4800.Click photographs - Photos may exist for this station.
 DP4800
 DP4800.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DP4800
 DP4800.The Laplace correction was computed from DEFLEC18 derived deflections.
 DP4800
 DP4800.The ellipsoidal height was determined by GPS observations
 DP4800.and is referenced to NAD 83.
 DP4800
 DP4800.The dynamic height is computed by dividing the NAVD 88
 DP4800.geopotential number by the normal gravity value computed on the
 DP4800.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP4800.degrees latitude (g = 980.6199 gals.).
 DP4800
 DP4800.The modeled gravity was interpolated from observed gravity values.
 DP4800
 DP4800. The following values were computed from the NAD 83(2011) position.
 DP4800
 DP4800;                    North         East     Units Scale Factor Converg.
 DP4800;SPC MN S     -   165,926.019   980,086.910   MT  1.00005270   +1 33 45.7
 DP4800;SPC MN S     -   544,375.61  3,215,501.80   sFT  1.00005270   +1 33 45.7
 DP4800;UTM  15      - 4,824,984.202   599,278.849   MT  0.99972124   +0 50 50.9
 DP4800
 DP4800!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DP4800!SPC MN S     -   0.99994789  x   1.00005270  =   1.00000059
 DP4800!UTM  15      -   0.99994789  x   0.99972124  =   0.99966915
 DP4800
 DP4800_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWJ9927824984(NAD 83)
 DP4800
 DP4800                          SUPERSEDED SURVEY CONTROL
 DP4800
 DP4800.No superseded survey control is available for this station.
 DP4800
 DP4800_MARKER: F = FLANGE-ENCASED ROD
 DP4800_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DP4800_STAMPING: 2306 AB 2013
 DP4800_MARK LOGO: MNDT
 DP4800_PROJECTION: RECESSED 5 CENTIMETERS
 DP4800_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DP4800_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DP4800_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP4800+SATELLITE: SATELLITE OBSERVATIONS - July 30, 2024
 DP4800_ROD/PIPE-DEPTH: 7.6 meters
 DP4800
 DP4800  HISTORY     - Date     Condition        Report By
 DP4800  HISTORY     - 20130612 MONUMENTED       MNDT
 DP4800  HISTORY     - 20191002 GOOD             MNDT
 DP4800  HISTORY     - 20240730 GOOD             MNDT
 DP4800
 DP4800                          STATION DESCRIPTION
 DP4800
 DP4800'DESCRIBED BY MN DEPT OF TRANSP 2013
 DP4800'THE STATION IS LOCATED ABOUT 8.5 MI (13.7 KM) EAST-NORTHEAST OF
 DP4800'CANTON, 6.8 MI (10.9 KM) WEST OF SPRING GROVE AND 3.5 MI (5.6 KM)
 DP4800'NORTH OF MABEL.
 DP4800'
 DP4800'TO REACH GO 3.5 MI (5.6 KM) NORTH OF MABEL, 3.25 MI (5.2 KM) NORTH
 DP4800'ALONG TRUNK HIGHWAY 43 FROM THE JUNCTION OF TRUNK HIGHWAY 43 AND TRUNK
 DP4800'HIGHWAY 44 INCH (112 CM) MABEL, AT TRUNK HIGHWAY 43 MILE POINT 3.25.
 DP4800'
 DP4800'IT IS 65.9 FT (20.1 M) WEST OF TRUNK HIGHWAY 43, 46.0 FT (14.0 M)
 DP4800'NORTH OF COUNTY ROAD 24 AND 1.5 FT (0.5 M) SOUTH OF A WITNESS POST.
 DP4800
 DP4800                          STATION RECOVERY (2019)
 DP4800
 DP4800'RECOVERY NOTE BY MN DEPT OF TRANSP 2019 (TJD)
 DP4800'3.5 MI (5.6 KM) NORTH OF MABEL, 3.25 MI (5.23 KM) NORTH ALONG TRUNK
 DP4800'HIGHWAY 43 FROM THE JUNCTION OF TRUNK HIGHWAY 43 AND TRUNK HIGHWAY 44
 DP4800'IN MABEL, AT TRUNK HIGHWAY 43 MILE POINT 3.25, 65.9 FT (20.1 M) WEST
 DP4800'OF TRUNK HIGHWAY 43, 46.0 FT (14.0 M) NORTH OF COUNTY ROAD 24, 1.5 FT
 DP4800'(0.5 M) SOUTH OF A WITNESS POST.
 DP4800
 DP4800                          STATION RECOVERY (2024)
 DP4800
 DP4800'RECOVERY NOTE BY MN DEPT OF TRANSP 2024 (KMS)
 DP4800'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DP4802 ***********************************************************************
 DP4802  DESIGNATION -  2306 AC
 DP4802  PID         -  DP4802
 DP4802  STATE/COUNTY-  MN/FILLMORE
 DP4802  COUNTRY     -  US
 DP4802  USGS QUAD   -  MABEL (2019)
 DP4802
 DP4802                         *CURRENT SURVEY CONTROL
 DP4802  ______________________________________________________________________
 DP4802* NAD 83(1986) POSITION- 43 36 09.77   (N) 091 47 22.71   (W)   HD_HELD1
 DP4802* NAVD 88 ORTHO HEIGHT -   345.109 (meters)     1132.25  (feet) ADJUSTED
 DP4802  ______________________________________________________________________
 DP4802  GEOID HEIGHT    -        -30.197 (meters)                     GEOID18
 DP4802  DYNAMIC HEIGHT  -        345.040 (meters)     1132.02  (feet) COMP
 DP4802  MODELED GRAVITY -    980,409.4   (mgal)                       NAVD 88
 DP4802
 DP4802  VERT ORDER      -  SECOND    CLASS I
 DP4802
 DP4802.The horizontal coordinates were determined by differentially corrected
 DP4802.hand held GPS observations or other comparable positioning techniques
 DP4802.and have an estimated accuracy of +/- 3 meters.
 DP4802
 DP4802.The orthometric height was determined by differential leveling and
 DP4802.adjusted by the NATIONAL GEODETIC SURVEY
 DP4802.in June 2015.
 DP4802
 DP4802.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP4802.GEOID18 height accuracy estimate available here.
 DP4802
 DP4802.Click photographs - Photos may exist for this station.
 DP4802
 DP4802.The dynamic height is computed by dividing the NAVD 88
 DP4802.geopotential number by the normal gravity value computed on the
 DP4802.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP4802.degrees latitude (g = 980.6199 gals.).
 DP4802
 DP4802.The modeled gravity was interpolated from observed gravity values.
 DP4802
 DP4802;                    North         East    Units  Estimated Accuracy
 DP4802;SPC MN S     -   169,383.1     978,449.2     MT  (+/- 3 meters HH1 GPS) 
 DP4802
 DP4802_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWJ9768428460(NAD 83)
 DP4802
 DP4802                          SUPERSEDED SURVEY CONTROL
 DP4802
 DP4802.No superseded survey control is available for this station.
 DP4802
 DP4802_MARKER: I = METAL ROD
 DP4802_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DP4802_STAMPING: 2306 AC 2013
 DP4802_MARK LOGO: MNDT
 DP4802_PROJECTION: RECESSED 5 CENTIMETERS
 DP4802_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DP4802_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DP4802_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP4802+SATELLITE: SATELLITE OBSERVATIONS - July 30, 2024
 DP4802_ROD/PIPE-DEPTH: 4.0 meters
 DP4802
 DP4802  HISTORY     - Date     Condition        Report By
 DP4802  HISTORY     - 20130612 MONUMENTED       MNDT
 DP4802  HISTORY     - 20201209 GOOD             MNDT
 DP4802  HISTORY     - 20240730 GOOD             MNDT
 DP4802
 DP4802                          STATION DESCRIPTION
 DP4802
 DP4802'DESCRIBED BY MN DEPT OF TRANSP 2013 (KMS)
 DP4802'THE STATION IS LOCATED ABOUT 8.2 MI (13.2 KM) WEST-NORTHWEST OF SPRING
 DP4802'GROVE, 7.4 MI (11.9 KM) SOUTHWEST OF YUCATAN AND 5.8 MI (9.3 KM) NORTH
 DP4802'OF MABEL.
 DP4802'
 DP4802'TO REACH THE MARK GO 5.7 MI (9.2 KM) NORTH-NORTHWEST OF MABEL, 6.45 MI
 DP4802'(10.4 KM) NORTH AND WEST ALONG TRUNK HIGHWAY 43 FROM THE JUNCTION OF
 DP4802'TRUNK HIGHWAY 43 AND TRUNK HIGHWAY 44 INCH (112 CM) MABEL, AT TRUNK
 DP4802'HIGHWAY 43 MILE POINT 6.45.
 DP4802'
 DP4802'IT IS 48.3 FT (14.7 M) SOUTHWEST OF TRUNK HIGHWAY 51.1FEET SOUTHEAST
 DP4802'OF COUNTY ROAD 18 AND 1.5 FT (0.5 M) NORTHEAST OF A WITNESS POST.
 DP4802
 DP4802                          STATION RECOVERY (2020)
 DP4802
 DP4802'RECOVERY NOTE BY MN DEPT OF TRANSP 2020 (KMS)
 DP4802'RECOVERED IN GOOD CONDITION.
 DP4802
 DP4802                          STATION RECOVERY (2024)
 DP4802
 DP4802'RECOVERY NOTE BY MN DEPT OF TRANSP 2024 (KMS)
 DP4802'5.7 MI (9.2 KM) NORTH-NORTHWEST OF MABEL, 6.45 MI (10.38 KM) NORTH AND
 DP4802'WEST ALONG TRUNK HIGHWAY 43 FROM THE JUNCTION OF TRUNK HIGHWAY 43 AND
 DP4802'TRUNK HIGHWAY 44 IN MABEL, AT TRUNK HIGHWAY 43 MILE POINT 6.45, 48.3
 DP4802'FT (14.7 M) SOUTHWEST OF TRUNK HIGHWAY 43, 51.1 FT (15.6 M) SOUTHEAST
 DP4802'OF COUNTY ROAD 18, 1.5 FT (0.5 M) NORTHEAST OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DP4805 ***********************************************************************
 DP4805  DESIGNATION -  2306 AD
 DP4805  PID         -  DP4805
 DP4805  STATE/COUNTY-  MN/FILLMORE
 DP4805  COUNTRY     -  US
 DP4805  USGS QUAD   -  BRATSBERG (2019)
 DP4805
 DP4805                         *CURRENT SURVEY CONTROL
 DP4805  ______________________________________________________________________
 DP4805* NAD 83(1986) POSITION- 43 37 45.56   (N) 091 47 25.98   (W)   HD_HELD1
 DP4805* NAVD 88 ORTHO HEIGHT -   361.421 (meters)     1185.76  (feet) ADJUSTED
 DP4805  ______________________________________________________________________
 DP4805  GEOID HEIGHT    -        -30.216 (meters)                     GEOID18
 DP4805  DYNAMIC HEIGHT  -        361.349 (meters)     1185.53  (feet) COMP
 DP4805  MODELED GRAVITY -    980,409.3   (mgal)                       NAVD 88
 DP4805
 DP4805  VERT ORDER      -  SECOND    CLASS I
 DP4805
 DP4805.The horizontal coordinates were determined by differentially corrected
 DP4805.hand held GPS observations or other comparable positioning techniques
 DP4805.and have an estimated accuracy of +/- 3 meters.
 DP4805
 DP4805.The orthometric height was determined by differential leveling and
 DP4805.adjusted by the NATIONAL GEODETIC SURVEY
 DP4805.in June 2015.
 DP4805
 DP4805.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP4805.GEOID18 height accuracy estimate available here.
 DP4805
 DP4805.Click photographs - Photos may exist for this station.
 DP4805
 DP4805.The dynamic height is computed by dividing the NAVD 88
 DP4805.geopotential number by the normal gravity value computed on the
 DP4805.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP4805.degrees latitude (g = 980.6199 gals.).
 DP4805
 DP4805.The modeled gravity was interpolated from observed gravity values.
 DP4805
 DP4805;                    North         East    Units  Estimated Accuracy
 DP4805;SPC MN S     -   172,336.5     978,296.0     MT  (+/- 3 meters HH1 GPS) 
 DP4805
 DP4805_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWJ9756831414(NAD 83)
 DP4805
 DP4805                          SUPERSEDED SURVEY CONTROL
 DP4805
 DP4805.No superseded survey control is available for this station.
 DP4805
 DP4805_MARKER: I = METAL ROD
 DP4805_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DP4805_STAMPING: 2306 AD 2013
 DP4805_MARK LOGO: MNDT
 DP4805_PROJECTION: RECESSED 5 CENTIMETERS
 DP4805_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DP4805_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DP4805_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP4805+SATELLITE: SATELLITE OBSERVATIONS - July 30, 2024
 DP4805_ROD/PIPE-DEPTH: 6.1 meters
 DP4805
 DP4805  HISTORY     - Date     Condition        Report By
 DP4805  HISTORY     - 20130612 MONUMENTED       MNDT
 DP4805  HISTORY     - 20191002 GOOD             MNDT
 DP4805  HISTORY     - 20240730 GOOD             MNDT
 DP4805
 DP4805                          STATION DESCRIPTION
 DP4805
 DP4805'DESCRIBED BY MN DEPT OF TRANSP 2013 (KMS)
 DP4805'THE STATION IS LOCATED ABOUT 7.6 MI (12.2 KM) NORTH OF MABEL, 7.4 MI
 DP4805'(11.9 KM) SOUTH OF BRATSBERG AND 6.2 MI (10.0 KM) SOUTHWEST OF
 DP4805'YUCATAN.
 DP4805'
 DP4805'THE STATION IS 7.05 MI (11.3 KM) NORTH-NORTHWEST OF MABEL, 8.65 MI
 DP4805'(13.9 KM) NORTH AND WEST ALONG TRUNK HIGHWAY 43 FROM THE JUNCTION OF
 DP4805'TRUNK HIGHWAY 43 AND TRUNK HIGHWAY 44 INCH (112 CM) MABEL, AT TRUNK
 DP4805'HIGHWAY 43 MILE POINT 8.65.
 DP4805'
 DP4805'IT IS 65.4 FT (19.9 M) WEST OF TRUNK HIGHWAY 43, 41.4 FT (12.6 M) WEST
 DP4805'OF TRUNK HIGHWAY 43, 41.4 FT (12.6 M) SOUTH OF A FIELD ENTRANCE, 35.2
 DP4805'FT (10.7 M) NORTH-NORTHEAST OF POWER POLE AND 1.5 FT (0.5 M) NORTH OF
 DP4805'A WITNESS POST.
 DP4805'
 DP4805'NOTE-THE STATION STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER
 DP4805'ALUMINUM ROD DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION
 DP4805'REMOVABLE DISK SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY
 DP4805'A SIX-INCH PVC PIPE BACK FILLED WITH WASHED SAND.
 DP4805
 DP4805                          STATION RECOVERY (2019)
 DP4805
 DP4805'RECOVERY NOTE BY MN DEPT OF TRANSP 2019 (TJD)
 DP4805'7.05 MI (11.34 KM) NORTH-NORTHWEST OF MABEL, 8.65 MI (13.92 KM) NORTH
 DP4805'AND WEST ALONG TRUNK HIGHWAY 43 FROM THE JUNCTION OF TRUNK HIGHWAY 43
 DP4805'AND TRUNK HIGHWAY 44 IN MABEL, AT TRUNK HIGHWAY 43 MILE POINT 8.65,
 DP4805'65.4 FT (19.9 M) WEST OF TRUNK HIGHWAY 43, 41.4 FT (12.6 M) SOUTH OF A
 DP4805'FIELD ENTRANCE, 35.2 FT (10.7 M) NORTH-NORTHEAST OF A POWER POLE, 1.5
 DP4805'FT (0.5 M) EAST OF A WITNESS POST.
 DP4805
 DP4805                          STATION RECOVERY (2024)
 DP4805
 DP4805'RECOVERY NOTE BY MN DEPT OF TRANSP 2024 (KMS)
 DP4805'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DP4806 ***********************************************************************
 DP4806  DESIGNATION -  2306 AE
 DP4806  PID         -  DP4806
 DP4806  STATE/COUNTY-  MN/FILLMORE
 DP4806  COUNTRY     -  US
 DP4806  USGS QUAD   -  BRATSBERG (2019)
 DP4806
 DP4806                         *CURRENT SURVEY CONTROL
 DP4806  ______________________________________________________________________
 DP4806* NAD 83(1986) POSITION- 43 38 48.49   (N) 091 47 13.96   (W)   HD_HELD1
 DP4806* NAVD 88 ORTHO HEIGHT -   338.695 (meters)     1111.20  (feet) ADJUSTED
 DP4806  ______________________________________________________________________
 DP4806  GEOID HEIGHT    -        -30.233 (meters)                     GEOID18
 DP4806  DYNAMIC HEIGHT  -        338.630 (meters)     1110.99  (feet) COMP
 DP4806  MODELED GRAVITY -    980,417.0   (mgal)                       NAVD 88
 DP4806
 DP4806  VERT ORDER      -  SECOND    CLASS I
 DP4806
 DP4806.The horizontal coordinates were determined by differentially corrected
 DP4806.hand held GPS observations or other comparable positioning techniques
 DP4806.and have an estimated accuracy of +/- 3 meters.
 DP4806
 DP4806.The orthometric height was determined by differential leveling and
 DP4806.adjusted by the NATIONAL GEODETIC SURVEY
 DP4806.in June 2015.
 DP4806
 DP4806.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP4806.GEOID18 height accuracy estimate available here.
 DP4806
 DP4806.Click photographs - Photos may exist for this station.
 DP4806
 DP4806.The dynamic height is computed by dividing the NAVD 88
 DP4806.geopotential number by the normal gravity value computed on the
 DP4806.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP4806.degrees latitude (g = 980.6199 gals.).
 DP4806
 DP4806.The modeled gravity was interpolated from observed gravity values.
 DP4806
 DP4806;                    North         East    Units  Estimated Accuracy
 DP4806;SPC MN S     -   174,285.3     978,512.8     MT  (+/- 3 meters HH1 GPS) 
 DP4806
 DP4806_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWJ9780933359(NAD 83)
 DP4806
 DP4806                          SUPERSEDED SURVEY CONTROL
 DP4806
 DP4806.No superseded survey control is available for this station.
 DP4806
 DP4806_MARKER: I = METAL ROD
 DP4806_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DP4806_STAMPING: 2306 AE 2013
 DP4806_MARK LOGO: MNDT
 DP4806_PROJECTION: FLUSH
 DP4806_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DP4806_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DP4806_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP4806+SATELLITE: SATELLITE OBSERVATIONS - July 30, 2024
 DP4806_ROD/PIPE-DEPTH: 3.7 meters
 DP4806
 DP4806  HISTORY     - Date     Condition        Report By
 DP4806  HISTORY     - 20130612 MONUMENTED       MNDT
 DP4806  HISTORY     - 20201209 GOOD             MNDT
 DP4806  HISTORY     - 20240730 GOOD             MNDT
 DP4806
 DP4806                          STATION DESCRIPTION
 DP4806
 DP4806'DESCRIBED BY MN DEPT OF TRANSP 2013 (MAS)
 DP4806'THE STATION IS LOCATED ABOUT 8.8 MI (14.2 KM) NORTH OF MABEL, 6.1 MI
 DP4806'(9.8 KM) SOUTH OF BRATSBERG AND 5.5 MI (8.8 KM) WEST-SOUTHWEST OF
 DP4806'YUCATAN.
 DP4806'
 DP4806'TO REACH THE MARK SO 8.7 MI (14.0 KM) NORTH-NORTHWEST OF MABEL, 9.55
 DP4806'MI (15.4 KM) NORTH AND WEST ALONG TRUNK HIGHWAY 43 FROM THE JUNCTION
 DP4806'OF TRUNK HIGHWAY 43 AND TRUNK HIGHWAY 44 INCH (112 CM) MABEL, AT TRUNK
 DP4806'HIGHWAY 43 MILE POINT 9.55.
 DP4806'
 DP4806'IT IS 34.0 FT (10.4 M) EAST OF TRUNK HIGHWAY 43, 20.3 FT (6.2 M) SOUTH
 DP4806'OF DRIVEWAY NUMBER 20046/20048, 1.5 FT (0.5 M) SOUTH OF A WITNESS
 DP4806'POST.
 DP4806
 DP4806                          STATION RECOVERY (2020)
 DP4806
 DP4806'RECOVERY NOTE BY MN DEPT OF TRANSP 2020 (KMS)
 DP4806'8.7 MI (14.0 KM) NORTH-NORTHWEST OF MABEL, 9.55 MI (15.37 KM) NORTH
 DP4806'AND WEST ALONG TRUNK HIGHWAY 43 FROM THE JUNCTION OF TRUNK HIGHWAY 43
 DP4806'AND TRUNK HIGHWAY 44 IN MABEL, AT TRUNK HIGHWAY 43 MILE POINT 9.55,
 DP4806'34.2 FT (10.4 M) EAST OF TRUNK HIGHWAY 43, 20.3 FT (6.2 M) SOUTH OF
 DP4806'DRIVEWAY NUMBERS 20046/20048, 5.5 FT (1.7 M) EAST OF A WITNESS POST.
 DP4806
 DP4806                          STATION RECOVERY (2024)
 DP4806
 DP4806'RECOVERY NOTE BY MN DEPT OF TRANSP 2024 (KMS)
 DP4806'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DP4807 ***********************************************************************
 DP4807  DESIGNATION -  2306 AF
 DP4807  PID         -  DP4807
 DP4807  STATE/COUNTY-  MN/FILLMORE
 DP4807  COUNTRY     -  US
 DP4807  USGS QUAD   -  BRATSBERG (2019)
 DP4807
 DP4807                         *CURRENT SURVEY CONTROL
 DP4807  ______________________________________________________________________
 DP4807* NAD 83(1986) POSITION- 43 39 21.39   (N) 091 47 33.85   (W)   HD_HELD1
 DP4807* NAVD 88 ORTHO HEIGHT -   274.250 (meters)      899.77  (feet) ADJUSTED
 DP4807  ______________________________________________________________________
 DP4807  GEOID HEIGHT    -        -30.236 (meters)                     GEOID18
 DP4807  DYNAMIC HEIGHT  -        274.199 (meters)      899.60  (feet) COMP
 DP4807  MODELED GRAVITY -    980,426.9   (mgal)                       NAVD 88
 DP4807
 DP4807  VERT ORDER      -  SECOND    CLASS I
 DP4807
 DP4807.The horizontal coordinates were determined by differentially corrected
 DP4807.hand held GPS observations or other comparable positioning techniques
 DP4807.and have an estimated accuracy of +/- 3 meters.
 DP4807
 DP4807.The orthometric height was determined by differential leveling and
 DP4807.adjusted by the NATIONAL GEODETIC SURVEY
 DP4807.in June 2015.
 DP4807
 DP4807.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP4807.GEOID18 height accuracy estimate available here.
 DP4807
 DP4807.Click photographs - Photos may exist for this station.
 DP4807
 DP4807.The dynamic height is computed by dividing the NAVD 88
 DP4807.geopotential number by the normal gravity value computed on the
 DP4807.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP4807.degrees latitude (g = 980.6199 gals.).
 DP4807
 DP4807.The modeled gravity was interpolated from observed gravity values.
 DP4807
 DP4807;                    North         East    Units  Estimated Accuracy
 DP4807;SPC MN S     -   175,288.3     978,039.8     MT  (+/- 3 meters HH1 GPS) 
 DP4807
 DP4807_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWJ9734934368(NAD 83)
 DP4807
 DP4807                          SUPERSEDED SURVEY CONTROL
 DP4807
 DP4807.No superseded survey control is available for this station.
 DP4807
 DP4807_MARKER: I = METAL ROD
 DP4807_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DP4807_STAMPING: 2306 AF 2013
 DP4807_MARK LOGO: MNDT
 DP4807_PROJECTION: FLUSH
 DP4807_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DP4807_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DP4807_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP4807+SATELLITE: SATELLITE OBSERVATIONS - July 30, 2024
 DP4807_ROD/PIPE-DEPTH: 5.8 meters
 DP4807
 DP4807  HISTORY     - Date     Condition        Report By
 DP4807  HISTORY     - 20130613 MONUMENTED       MNDT
 DP4807  HISTORY     - 20201209 GOOD             MNDT
 DP4807  HISTORY     - 20240730 GOOD             MNDT
 DP4807
 DP4807                          STATION DESCRIPTION
 DP4807
 DP4807'DESCRIBED BY MN DEPT OF TRANSP 2013 (MAS)
 DP4807'THE STATION IS LOCATED ABOUT 9.4 MI (15.1 KM) NORTH OF MABEL, 5.6 MI
 DP4807'(9.0 KM) SOUTH-SOUTHWEST OF BRATSBERG AND 5.5 MI (8.8 KM)
 DP4807'WEST-SOUTHWEST OF YUCATAN.
 DP4807'
 DP4807'THE MARK IS 9.55 MI (15.4 KM) NORTH-NORTHWEST OF MABEL, 10.4 MI (16.7
 DP4807'KM) NORTH AND WEST ALONG TRUNK HIGHWAY 43 FROM THE JUNCTION OF TRUNK
 DP4807'HIGHWAY 43 AND TRUNK HIGHWAY 44 INCH (112 CM) MABEL, AT TRUNK HIGHWAY
 DP4807'43 MILE POINT 10.4.
 DP4807'
 DP4807'IT IS 29.5 FT (9.0 M) WEST OF TRUNK HIGHWAY 43, 37.6 FT (11.5 M) SOUTH
 DP4807'OF ENTRANCE, 7 FT (2.1 M) NORTH OF A FENCE CORNER AND 1.5 FT (0.5 M)
 DP4807'EAST OF A WITNESS POST.
 DP4807
 DP4807                          STATION RECOVERY (2020)
 DP4807
 DP4807'RECOVERY NOTE BY MN DEPT OF TRANSP 2020 (KMS)
 DP4807'RECOVERED IN GOOD CONDITION.
 DP4807
 DP4807                          STATION RECOVERY (2024)
 DP4807
 DP4807'RECOVERY NOTE BY MN DEPT OF TRANSP 2024 (KMS)
 DP4807'9.55 MI (15.37 KM) NORTH-NORTHWEST OF MABEL, 10.4 MI (16.7 KM) NORTH
 DP4807'AND WEST ALONG TRUNK HIGHWAY 43 FROM THE JUNCTION OF TRUNK HIGHWAY 43
 DP4807'AND TRUNK HIGHWAY 44 IN MABEL, AT TRUNK HIGHWAY 43 MILE POINT 10.4,
 DP4807'29.5 FT (9.0 M) WEST OF TRUNK HIGHWAY 43, 37.6 FT (11.5 M) SOUTH OF AN
 DP4807'ENTRANCE, 7.0 FT (2.1 M) NORTH OF A FENCE CORNER, 1.5 FT (0.5 M) EAST
 DP4807'OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DP4809 ***********************************************************************
 DP4809  DESIGNATION -  2306 AH
 DP4809  PID         -  DP4809
 DP4809  STATE/COUNTY-  MN/FILLMORE
 DP4809  COUNTRY     -  US
 DP4809  USGS QUAD   -  BRATSBERG (2019)
 DP4809
 DP4809                         *CURRENT SURVEY CONTROL
 DP4809  ______________________________________________________________________
 DP4809* NAD 83(1986) POSITION- 43 39 40.3    (N) 091 47 27.7    (W)   HD_HELD2
 DP4809* NAVD 88 ORTHO HEIGHT -   249.296 (meters)      817.90  (feet) ADJUSTED
 DP4809  ______________________________________________________________________
 DP4809  GEOID HEIGHT    -        -30.239 (meters)                     GEOID18
 DP4809  DYNAMIC HEIGHT  -        249.251 (meters)      817.75  (feet) COMP
 DP4809  MODELED GRAVITY -    980,431.4   (mgal)                       NAVD 88
 DP4809
 DP4809  VERT ORDER      -  SECOND    CLASS I
 DP4809
 DP4809.The horizontal coordinates were established by autonomous hand held GPS
 DP4809.observations and have an estimated accuracy of +/- 10 meters.
 DP4809
 DP4809.The orthometric height was determined by differential leveling and
 DP4809.adjusted by the NATIONAL GEODETIC SURVEY
 DP4809.in June 2015.
 DP4809
 DP4809.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP4809.GEOID18 height accuracy estimate available here.
 DP4809
 DP4809.Click photographs - Photos may exist for this station.
 DP4809
 DP4809.The dynamic height is computed by dividing the NAVD 88
 DP4809.geopotential number by the normal gravity value computed on the
 DP4809.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP4809.degrees latitude (g = 980.6199 gals.).
 DP4809
 DP4809.The modeled gravity was interpolated from observed gravity values.
 DP4809
 DP4809;                    North         East    Units  Estimated Accuracy
 DP4809;SPC MN S     -   175,875.      978,162.      MT  (+/- 10 meters HH2 GPS)
 DP4809
 DP4809_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWJ9747834953(NAD 83)
 DP4809
 DP4809                          SUPERSEDED SURVEY CONTROL
 DP4809
 DP4809.No superseded survey control is available for this station.
 DP4809
 DP4809_MARKER: DD = SURVEY DISK
 DP4809_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DP4809_SP_SET: BRIDGE ABUTMENT
 DP4809_STAMPING: 2306 AH 2012
 DP4809_MARK LOGO: MNDT
 DP4809_MAGNETIC: N = NO MAGNETIC MATERIAL
 DP4809_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DP4809_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DP4809+SATELLITE: SATELLITE OBSERVATIONS - May 14, 2015
 DP4809
 DP4809  HISTORY     - Date     Condition        Report By
 DP4809  HISTORY     - 2012     MONUMENTED       MNDT
 DP4809  HISTORY     - 20130603 GOOD             MNDT
 DP4809  HISTORY     - 20150514 GOOD             MNDT
 DP4809
 DP4809                          STATION DESCRIPTION
 DP4809
 DP4809'DESCRIBED BY MN DEPT OF TRANSP 2013 (MAS)
 DP4809'THE STATION IS LOCATED ABOUT 9.8 MI (15.8 KM) NORTH OF MABEL, 5.3 MI
 DP4809'(8.5 KM) WEST-SOUTHWEST OF YUCATAN AND 5.2 MI (8.4 KM) SOUTH-SOUTHWEST
 DP4809'OF BRATSBERG.
 DP4809'
 DP4809'TO REACH THE MARK GO 9.8 MI (15.8 KM) NORTH-NORTHWEST OF MABEL, IN
 DP4809'ABUTMENT IN SOUTHEAST CORNER OF TRUNK HIGHWAY 43 BRIDGE NUMBER 23025
 DP4809'OVER ROOT RIVER, 10.8 MI (17.4 KM) NORTH AND WEST ALONG TRUNK HIGHWAY
 DP4809'43 FROM THE JUNCTION OF TRUNK HIGHWAY 43 AND TRUNK HIGHWAY 44 INCH
 DP4809'(112 CM) MABEL, AT TRUNK HIGHWAY 43 MILE POINT 10.8.
 DP4809'
 DP4809'IT IS 21.0 FT (6.4 M) EAST OF TRUNK HIGHWAY 43.
 DP4809
 DP4809                          STATION RECOVERY (2015)
 DP4809
 DP4809'RECOVERY NOTE BY MN DEPT OF TRANSP 2015 (DAS)
 DP4809'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DP4810 ***********************************************************************
 DP4810  DESIGNATION -  2306 AJ
 DP4810  PID         -  DP4810
 DP4810  STATE/COUNTY-  MN/FILLMORE
 DP4810  COUNTRY     -  US
 DP4810  USGS QUAD   -  BRATSBERG (2019)
 DP4810
 DP4810                         *CURRENT SURVEY CONTROL
 DP4810  ______________________________________________________________________
 DP4810* NAD 83(1986) POSITION- 43 40 01.65   (N) 091 47 38.10   (W)   HD_HELD1
 DP4810* NAVD 88 ORTHO HEIGHT -   289.185 (meters)      948.77  (feet) ADJUSTED
 DP4810  ______________________________________________________________________
 DP4810  GEOID HEIGHT    -        -30.238 (meters)                     GEOID18
 DP4810  DYNAMIC HEIGHT  -        289.133 (meters)      948.60  (feet) COMP
 DP4810  MODELED GRAVITY -    980,430.7   (mgal)                       NAVD 88
 DP4810
 DP4810  VERT ORDER      -  SECOND    CLASS I
 DP4810
 DP4810.The horizontal coordinates were determined by differentially corrected
 DP4810.hand held GPS observations or other comparable positioning techniques
 DP4810.and have an estimated accuracy of +/- 3 meters.
 DP4810
 DP4810.The orthometric height was determined by differential leveling and
 DP4810.adjusted by the NATIONAL GEODETIC SURVEY
 DP4810.in June 2015.
 DP4810
 DP4810.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP4810.GEOID18 height accuracy estimate available here.
 DP4810
 DP4810.Click photographs - Photos may exist for this station.
 DP4810
 DP4810.The dynamic height is computed by dividing the NAVD 88
 DP4810.geopotential number by the normal gravity value computed on the
 DP4810.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP4810.degrees latitude (g = 980.6199 gals.).
 DP4810
 DP4810.The modeled gravity was interpolated from observed gravity values.
 DP4810
 DP4810;                    North         East    Units  Estimated Accuracy
 DP4810;SPC MN S     -   176,527.8     977,911.0     MT  (+/- 3 meters HH1 GPS) 
 DP4810
 DP4810_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWJ9723535608(NAD 83)
 DP4810
 DP4810                          SUPERSEDED SURVEY CONTROL
 DP4810
 DP4810.No superseded survey control is available for this station.
 DP4810
 DP4810_MARKER: I = METAL ROD
 DP4810_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DP4810_STAMPING: 2306 AJ 2013
 DP4810_MARK LOGO: MNDT
 DP4810_PROJECTION: FLUSH
 DP4810_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DP4810_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DP4810_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP4810+SATELLITE: SATELLITE OBSERVATIONS - July 31, 2024
 DP4810_ROD/PIPE-DEPTH: 10.4 meters
 DP4810
 DP4810  HISTORY     - Date     Condition        Report By
 DP4810  HISTORY     - 20130612 MONUMENTED       MNDT
 DP4810  HISTORY     - 20240731 GOOD             MNDT
 DP4810
 DP4810                          STATION DESCRIPTION
 DP4810
 DP4810'DESCRIBED BY MN DEPT OF TRANSP 2013 (MAS)
 DP4810'THE STATION IS LOCATED ABOUT 9.9 MI (15.9 KM) EAST-SOUTHEAST OF
 DP4810'LANESBORO, 5.4 MI (8.7 KM) WEST OF YUCATAN AND 4.8 MI (7.7 KM)
 DP4810'SOUTH-SOUTHWEST OF BRATSBERG.
 DP4810'
 DP4810'TO REACH THE MARK GO 10.15 MI (16.3 KM) SOUTHWEST OF RUSHFORD, 10.25
 DP4810'MI (16.5 KM) SOUTHWEST ALONG TRUNK HIGHWAY 43 FROM SOUTH JUNCTION OF
 DP4810'TRUNK HIGHWAY 43 AND TRUNK HIGHWAY 16 INCH (41 CM) RUSHFORD VILLAGE,
 DP4810'AT TRUNK HIGHWAY 43 MILE POINT 11.2.
 DP4810'
 DP4810'IT IS 32.4 FT (9.9 M) EAST OF TRUNK HIGHWAY 43, 12.4 FT (3.8 M)
 DP4810'SOUTHWEST OF CABLE BOX NUMBER C14 A2 AND 1.5 FT (0.5 M) WEST OF A
 DP4810'WITNESS POST.
 DP4810
 DP4810                          STATION RECOVERY (2024)
 DP4810
 DP4810'RECOVERY NOTE BY MN DEPT OF TRANSP 2024 (KMS)
 DP4810'10.15 MI (16.33 KM) SOUTHWEST OF RUSHFORD, 10.25 MI (16.49 KM)
 DP4810'SOUTHWEST ALONG TRUNK HIGHWAY 43 FROM THE SOUTH JUNCTION OF TRUNK
 DP4810'HIGHWAY 43 AND TRUNK HIGHWAY 16 IN RUSHFORD VILLAGE, AT TRUNK HIGHWAY
 DP4810'43 MILE POINT 11.2, 32.4 FT (9.9 M) EAST OF TRUNK HIGHWAY 43, 12.4 FT
 DP4810'(3.8 M) SOUTHWEST OF CABLE BOX NUMBER C14 A2, 1.5 FT (0.5 M) WEST OF A
 DP4810'WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DP4812 ***********************************************************************
 DP4812  DESIGNATION -  2306 AL
 DP4812  PID         -  DP4812
 DP4812  STATE/COUNTY-  MN/FILLMORE
 DP4812  COUNTRY     -  US
 DP4812  USGS QUAD   -  BRATSBERG (2019)
 DP4812
 DP4812                         *CURRENT SURVEY CONTROL
 DP4812  ______________________________________________________________________
 DP4812* NAD 83(1986) POSITION- 43 41 07.25   (N) 091 47 11.75   (W)   HD_HELD1
 DP4812* NAVD 88 ORTHO HEIGHT -   285.121 (meters)      935.43  (feet) ADJUSTED
 DP4812  ______________________________________________________________________
 DP4812  GEOID HEIGHT    -        -30.243 (meters)                     GEOID18
 DP4812  DYNAMIC HEIGHT  -        285.069 (meters)      935.26  (feet) COMP
 DP4812  MODELED GRAVITY -    980,428.6   (mgal)                       NAVD 88
 DP4812
 DP4812  VERT ORDER      -  SECOND    CLASS I
 DP4812
 DP4812.The horizontal coordinates were determined by differentially corrected
 DP4812.hand held GPS observations or other comparable positioning techniques
 DP4812.and have an estimated accuracy of +/- 3 meters.
 DP4812
 DP4812.The orthometric height was determined by differential leveling and
 DP4812.adjusted by the NATIONAL GEODETIC SURVEY
 DP4812.in June 2015.
 DP4812
 DP4812.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP4812.GEOID18 height accuracy estimate available here.
 DP4812
 DP4812.Click photographs - Photos may exist for this station.
 DP4812
 DP4812.The dynamic height is computed by dividing the NAVD 88
 DP4812.geopotential number by the normal gravity value computed on the
 DP4812.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP4812.degrees latitude (g = 980.6199 gals.).
 DP4812
 DP4812.The modeled gravity was interpolated from observed gravity values.
 DP4812
 DP4812;                    North         East    Units  Estimated Accuracy
 DP4812;SPC MN S     -   178,567.7     978,446.4     MT  (+/- 3 meters HH1 GPS) 
 DP4812
 DP4812_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWJ9779637641(NAD 83)
 DP4812
 DP4812                          SUPERSEDED SURVEY CONTROL
 DP4812
 DP4812.No superseded survey control is available for this station.
 DP4812
 DP4812_MARKER: I = METAL ROD
 DP4812_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DP4812_STAMPING: 2306 AL 2013
 DP4812_MARK LOGO: MNDT
 DP4812_PROJECTION: FLUSH
 DP4812_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DP4812_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DP4812_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP4812+SATELLITE: SATELLITE OBSERVATIONS - July 31, 2024
 DP4812_ROD/PIPE-DEPTH: 3.0 meters
 DP4812
 DP4812  HISTORY     - Date     Condition        Report By
 DP4812  HISTORY     - 20130612 MONUMENTED       MNDT
 DP4812  HISTORY     - 20240731 GOOD             MNDT
 DP4812
 DP4812                          STATION DESCRIPTION
 DP4812
 DP4812'DESCRIBED BY MN DEPT OF TRANSP 2013 (MAS)
 DP4812'THE STATION IS LOCATED ABOUT 8.7 MI (14.0 KM) SOUTH-SOUTHWEST OF
 DP4812'RUSHFORD, 4.9 MI (7.9 KM) WEST OF YUCATAN AND 3.5 MI (5.6 KM)
 DP4812'SOUTH-SOUTHWEST OF BRATSBERG.
 DP4812'
 DP4812'TO REACH THE MARK GO 8.8 MI (14.2 KM) SOUTHWEST OF RUSHFORD, 8.85 MI
 DP4812'(14.2 KM) SOUTHWEST ALONG TRUNK HIGHWAY 43 FROM SOUTH JUNCTION OF
 DP4812'TRUNK HIGHWAY 43 AND TRUNK HIGHWAY 16 INCH (41 CM) RUSHFORD VILLAGE,
 DP4812'AT TRUNK HIGHWAY 43 MILE POINT 12.7.
 DP4812'
 DP4812'IT IS 28.9 FT (8.8 M) WEST OF TRUNK HIGHWAY 43, 51.3 FT (15.6 M) SOUTH
 DP4812'OF BEAR PAW ROAD AND 1.5 FT (0.5 M) EAST OF A WITNESS POST.
 DP4812
 DP4812                          STATION RECOVERY (2024)
 DP4812
 DP4812'RECOVERY NOTE BY MN DEPT OF TRANSP 2024 (KMS)
 DP4812'8.8 MI (14.2 KM) SOUTHWEST OF RUSHFORD, 8.85 MI (14.24 KM) SOUTHWEST
 DP4812'ALONG TRUNK HIGHWAY 43 FROM THE SOUTH JUNCTION OF TRUNK HIGHWAY 43 AND
 DP4812'TRUNK HIGHWAY 16 IN RUSHFORD VILLAGE, AT TRUNK HIGHWAY 43 MILE POINT
 DP4812'12.7, 28.9 FT (8.8 M) WEST OF TRUNK HIGHWAY 43, 51.3 FT (15.6 M) SOUTH
 DP4812'OF BEAR PAW ROAD, 4.7 FT (1.4 M) EAST-NORTHEAST OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DP4814 ***********************************************************************
 DP4814  DESIGNATION -  2306 AM
 DP4814  PID         -  DP4814
 DP4814  STATE/COUNTY-  MN/FILLMORE
 DP4814  COUNTRY     -  US
 DP4814  USGS QUAD   -  BRATSBERG (2019)
 DP4814
 DP4814                         *CURRENT SURVEY CONTROL
 DP4814  ______________________________________________________________________
 DP4814* NAD 83(1986) POSITION- 43 43 00.98   (N) 091 46 12.48   (W)   HD_HELD1
 DP4814* NAVD 88 ORTHO HEIGHT -   370.391 (meters)     1215.19  (feet) ADJUSTED
 DP4814  ______________________________________________________________________
 DP4814  GEOID HEIGHT    -        -30.255 (meters)                     GEOID18
 DP4814  DYNAMIC HEIGHT  -        370.322 (meters)     1214.96  (feet) COMP
 DP4814  MODELED GRAVITY -    980,422.8   (mgal)                       NAVD 88
 DP4814
 DP4814  VERT ORDER      -  SECOND    CLASS I
 DP4814
 DP4814.The horizontal coordinates were determined by differentially corrected
 DP4814.hand held GPS observations or other comparable positioning techniques
 DP4814.and have an estimated accuracy of +/- 3 meters.
 DP4814
 DP4814.The orthometric height was determined by differential leveling and
 DP4814.adjusted by the NATIONAL GEODETIC SURVEY
 DP4814.in June 2015.
 DP4814
 DP4814.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP4814.GEOID18 height accuracy estimate available here.
 DP4814
 DP4814.Click photographs - Photos may exist for this station.
 DP4814
 DP4814.The dynamic height is computed by dividing the NAVD 88
 DP4814.geopotential number by the normal gravity value computed on the
 DP4814.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP4814.degrees latitude (g = 980.6199 gals.).
 DP4814
 DP4814.The modeled gravity was interpolated from observed gravity values.
 DP4814
 DP4814;                    North         East    Units  Estimated Accuracy
 DP4814;SPC MN S     -   182,112.6     979,677.6     MT  (+/- 3 meters HH1 GPS) 
 DP4814
 DP4814_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWJ9907141169(NAD 83)
 DP4814
 DP4814                          SUPERSEDED SURVEY CONTROL
 DP4814
 DP4814.No superseded survey control is available for this station.
 DP4814
 DP4814_MARKER: I = METAL ROD
 DP4814_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DP4814_STAMPING: 2306 AM 2013
 DP4814_MARK LOGO: MNDT
 DP4814_PROJECTION: RECESSED 5 CENTIMETERS
 DP4814_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DP4814_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DP4814_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP4814+SATELLITE: SATELLITE OBSERVATIONS - July 31, 2024
 DP4814_ROD/PIPE-DEPTH: 7.6 meters
 DP4814
 DP4814  HISTORY     - Date     Condition        Report By
 DP4814  HISTORY     - 20130612 MONUMENTED       MNDT
 DP4814  HISTORY     - 20201209 GOOD             MNDT
 DP4814  HISTORY     - 20240731 GOOD             MNDT
 DP4814
 DP4814                          STATION DESCRIPTION
 DP4814
 DP4814'DESCRIBED BY MN DEPT OF TRANSP 2013 (KMS)
 DP4814'THE STATION IS LOCATED ABOUT 6.4 MI (10.3 KM) SOUTH OF RUSHFORD, 4.8
 DP4814'MI (7.7 KM) WEST-NORTHWEST OF YUCATAN AND 1.2 MI (1.9 KM) SOUTH OF
 DP4814'BRATSBERG.
 DP4814'
 DP4814'TO REACH THE MARK GO 6.65 MI (10.7 KM) SOUTHWEST OF RUSHFORD, 6.1 MI
 DP4814'(9.8 KM) SOUTHWEST ALONG TRUNK HIGHWAY 43 FROM THE SOUTH JUNCTION OF
 DP4814'TRUNK HIGHWAY 43 AND TRUNK HIGHWAY 16 INCH (41 CM) RUSHFORD VILLAGE,
 DP4814'AT TRUNK HIGHWAY 43 MILE POINT 15.5.
 DP4814'
 DP4814'IT IS 42.5 FT (13.0 M) EAST OF TRUNK HIGHWAY 43, 48.8 FT (14.9 M)
 DP4814'NORTH OF 250TH STREET, 12.5 FT (3.8 M) NORTH OF CABLE BOX NUMBER C9H2
 DP4814'AND 1.5 FT (0.5 M) WEST OF A WITNESS POST.
 DP4814
 DP4814                          STATION RECOVERY (2020)
 DP4814
 DP4814'RECOVERY NOTE BY MN DEPT OF TRANSP 2020 (KMS)
 DP4814'RECOVERED IN GOOD CONDITION.
 DP4814
 DP4814                          STATION RECOVERY (2024)
 DP4814
 DP4814'RECOVERY NOTE BY MN DEPT OF TRANSP 2024 (KMS)
 DP4814'6.65 MI (10.70 KM) SOUTHWEST OF RUSHFORD, 6.1 MI (9.8 KM) SOUTHWEST
 DP4814'ALONG TRUNK HIGHWAY 43 FROM THE SOUTH JUNCTION OF TRUNK HIGHWAY 43 AND
 DP4814'TRUNK HIGHWAY 16 IN RUSHFORD VILLAGE, AT TRUNK HIGHWAY 43 MILE POINT
 DP4814'15.5, 42.5 FT (13.0 M) EAST OF TRUNK HIGHWAY 43, 48.8 FT (14.9 M)
 DP4814'NORTH OF 250TH STREET, 1.5 FT (0.5 M) WEST OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DP4815 ***********************************************************************
 DP4815  DESIGNATION -  2306 AN
 DP4815  PID         -  DP4815
 DP4815  STATE/COUNTY-  MN/FILLMORE
 DP4815  COUNTRY     -  US
 DP4815  USGS QUAD   -  BRATSBERG (2019)
 DP4815
 DP4815                         *CURRENT SURVEY CONTROL
 DP4815  ______________________________________________________________________
 DP4815* NAD 83(1986) POSITION- 43 43 52.83   (N) 091 46 12.35   (W)   HD_HELD1
 DP4815* NAVD 88 ORTHO HEIGHT -   357.794 (meters)     1173.86  (feet) ADJUSTED
 DP4815  ______________________________________________________________________
 DP4815  GEOID HEIGHT    -        -30.255 (meters)                     GEOID18
 DP4815  DYNAMIC HEIGHT  -        357.727 (meters)     1173.64  (feet) COMP
 DP4815  MODELED GRAVITY -    980,420.3   (mgal)                       NAVD 88
 DP4815
 DP4815  VERT ORDER      -  SECOND    CLASS I
 DP4815
 DP4815.The horizontal coordinates were determined by differentially corrected
 DP4815.hand held GPS observations or other comparable positioning techniques
 DP4815.and have an estimated accuracy of +/- 3 meters.
 DP4815
 DP4815.The orthometric height was determined by differential leveling and
 DP4815.adjusted by the NATIONAL GEODETIC SURVEY
 DP4815.in June 2015.
 DP4815
 DP4815.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP4815.GEOID18 height accuracy estimate available here.
 DP4815
 DP4815.Click photographs - Photos may exist for this station.
 DP4815
 DP4815.The dynamic height is computed by dividing the NAVD 88
 DP4815.geopotential number by the normal gravity value computed on the
 DP4815.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP4815.degrees latitude (g = 980.6199 gals.).
 DP4815
 DP4815.The modeled gravity was interpolated from observed gravity values.
 DP4815
 DP4815;                    North         East    Units  Estimated Accuracy
 DP4815;SPC MN S     -   183,712.3     979,636.9     MT  (+/- 3 meters HH1 GPS) 
 DP4815
 DP4815_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWJ9905042769(NAD 83)
 DP4815
 DP4815                          SUPERSEDED SURVEY CONTROL
 DP4815
 DP4815.No superseded survey control is available for this station.
 DP4815
 DP4815_MARKER: I = METAL ROD
 DP4815_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DP4815_STAMPING: 2306 AN 2013
 DP4815_MARK LOGO: MNDT
 DP4815_PROJECTION: RECESSED 8 CENTIMETERS
 DP4815_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DP4815_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DP4815_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP4815+SATELLITE: SATELLITE OBSERVATIONS - July 31, 2024
 DP4815_ROD/PIPE-DEPTH: 8.8 meters
 DP4815
 DP4815  HISTORY     - Date     Condition        Report By
 DP4815  HISTORY     - 20130612 MONUMENTED       MNDT
 DP4815  HISTORY     - 20240731 GOOD             MNDT
 DP4815
 DP4815                          STATION DESCRIPTION
 DP4815
 DP4815'DESCRIBED BY MN DEPT OF TRANSP 2013 (MAS)
 DP4815'THE STATION IS LOCATED ABOUT 5.4 MI (8.7 KM) SOUTH OF RUSHFORD, 5.4 MI
 DP4815'(8.7 KM) NORTHWEST OF YUCATAN AND IN THE TOWN OF BRATSBERG, MN.
 DP4815'
 DP4815'TO REACH THE STATION GO 5.65 MI (9.1 KM) SOUTHWEST OF RUSHFORD, 5.1 MI
 DP4815'(8.2 KM) SOUTHWEST ALONG TRUNK HIGHWAY 43 FROM THE SOUTH JUNCTION OF
 DP4815'TRUNK HIGHWAY 43 AND TRUNK HIGHWAY 16 INCH (41 CM) RUSHFORD VILLAGE,
 DP4815'AT TRUNK HIGHWAY 43 MILE POINT 16.5.
 DP4815'
 DP4815'IT IS 105.8 FT (32.2 M) EAST OF TRUNK HIGHWAY 43, 43.1 FT (13.1 M)
 DP4815'NORTH OF COUNTY ROAD 10 AND 1.5 FT (0.5 M) SOUTH OF A WITNESS POST.
 DP4815
 DP4815                          STATION RECOVERY (2024)
 DP4815
 DP4815'RECOVERY NOTE BY MN DEPT OF TRANSP 2024 (KMS)
 DP4815'5.65 MI (9.09 KM) SOUTHWEST OF RUSHFORD, 5.1 MI (8.2 KM) SOUTHWEST
 DP4815'ALONG TRUNK HIGHWAY 43 FROM THE SOUTH JUNCTION OF TRUNK HIGHWAY 43 AND
 DP4815'TRUNK HIGHWAY 16 IN RUSHFORD VILLAGE, AT TRUNK HIGHWAY 43 MILE POINT
 DP4815'16.5, 105.8 FT (32.2 M) EAST OF TRUNK HIGHWAY 43, 43.1 FT (13.1 M)
 DP4815'NORTH OF COUNTY ROAD 10, 1.0 FT (0.3 M) WEST OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DP4817 ***********************************************************************
 DP4817  DESIGNATION -  2306 AP
 DP4817  PID         -  DP4817
 DP4817  STATE/COUNTY-  MN/FILLMORE
 DP4817  COUNTRY     -  US
 DP4817  USGS QUAD   -  RUSHFORD WEST (2019)
 DP4817
 DP4817                         *CURRENT SURVEY CONTROL
 DP4817  ______________________________________________________________________
 DP4817* NAD 83(1986) POSITION- 43 45 53.34   (N) 091 45 48.62   (W)   HD_HELD1
 DP4817* NAVD 88 ORTHO HEIGHT -   283.187 (meters)      929.09  (feet) ADJUSTED
 DP4817  ______________________________________________________________________
 DP4817  GEOID HEIGHT    -        -30.278 (meters)                     GEOID18
 DP4817  DYNAMIC HEIGHT  -        283.138 (meters)      928.93  (feet) COMP
 DP4817  MODELED GRAVITY -    980,436.9   (mgal)                       NAVD 88
 DP4817
 DP4817  VERT ORDER      -  SECOND    CLASS I
 DP4817
 DP4817.The horizontal coordinates were determined by differentially corrected
 DP4817.hand held GPS observations or other comparable positioning techniques
 DP4817.and have an estimated accuracy of +/- 3 meters.
 DP4817
 DP4817.The orthometric height was determined by differential leveling and
 DP4817.adjusted by the NATIONAL GEODETIC SURVEY
 DP4817.in June 2015.
 DP4817
 DP4817.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP4817.GEOID18 height accuracy estimate available here.
 DP4817
 DP4817.Click photographs - Photos may exist for this station.
 DP4817
 DP4817.The dynamic height is computed by dividing the NAVD 88
 DP4817.geopotential number by the normal gravity value computed on the
 DP4817.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP4817.degrees latitude (g = 980.6199 gals.).
 DP4817
 DP4817.The modeled gravity was interpolated from observed gravity values.
 DP4817
 DP4817;                    North         East    Units  Estimated Accuracy
 DP4817;SPC MN S     -   187,444.8     980,066.0     MT  (+/- 3 meters HH1 GPS) 
 DP4817
 DP4817_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWJ9952546494(NAD 83)
 DP4817
 DP4817                          SUPERSEDED SURVEY CONTROL
 DP4817
 DP4817.No superseded survey control is available for this station.
 DP4817
 DP4817_MARKER: I = METAL ROD
 DP4817_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DP4817_STAMPING: 2306 AP 2013
 DP4817_MARK LOGO: MNDT
 DP4817_PROJECTION: RECESSED 8 CENTIMETERS
 DP4817_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DP4817_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DP4817_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP4817+SATELLITE: SATELLITE OBSERVATIONS - August 20, 2024
 DP4817_ROD/PIPE-DEPTH: 7.3 meters
 DP4817
 DP4817  HISTORY     - Date     Condition        Report By
 DP4817  HISTORY     - 20130612 MONUMENTED       MNDT
 DP4817  HISTORY     - 20240820 GOOD             MNDT
 DP4817
 DP4817                          STATION DESCRIPTION
 DP4817
 DP4817'DESCRIBED BY MN DEPT OF TRANSP 2013 (KMS)
 DP4817'THE STATION IS LOCATED ABOUT 6.9 MI (11.1 KM) NORTH-NORTHWEST OF
 DP4817'YUCATAN, 3.1 MI (5.0 KM) SOUTH OF RUSHFORD AND 2.1 MI (3.4 KM) NORTH
 DP4817'OF BRATSBERG.
 DP4817'
 DP4817'TO REACH THE MARK GO 3.4 MI (5.5 KM) SOUTH OF RUSHFORD, 2.65 MI (4.3
 DP4817'KM) SOUTHWEST ALONG TRUNK HIGHWAY 43 FROM THE SOUTH JUNCTION OF TRUNK
 DP4817'HIGHWAY 43 AND TRUNK HIGHWAY 16 INCH (41 CM) RUSHFORD VILLAGE, AT
 DP4817'TRUNK HIGHWAY 43 MILE POINT 18.95.
 DP4817'
 DP4817'IT IS 32.8 FT (10.0 M) EAST OF TRUNK HIGHWAY 43, 23.3 FT (7.1 M) SOUTH
 DP4817'OF DRIVEWAY NUMBER 28372 AND 1.5 FT (0.5 M) NORTH OF A WITNESS POST.
 DP4817
 DP4817                          STATION RECOVERY (2024)
 DP4817
 DP4817'RECOVERY NOTE BY MN DEPT OF TRANSP 2024 (KMS)
 DP4817'3.4 MI (5.5 KM) SOUTH OF RUSHFORD, 2.65 MI (4.26 KM) SOUTHWEST ALONG
 DP4817'TRUNK HIGHWAY 43 FROM THE SOUTH JUNCTION OF TRUNK HIGHWAY 43 AND TRUNK
 DP4817'HIGHWAY 16 IN RUSHFORD VILLAGE, AT TRUNK HIGHWAY 43 MILE POINT 18.95,
 DP4817'32.8 FT (10.0 M) EAST OF TRUNK HIGHWAY 43, 23.3 FT (7.1 M) SOUTH OF
 DP4817'DRIVEWAY NUMBER 28372, 1.5 FT (0.5 M) NORTH OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DP4818 ***********************************************************************
 DP4818  DESIGNATION -  2306 AQ
 DP4818  PID         -  DP4818
 DP4818  STATE/COUNTY-  MN/FILLMORE
 DP4818  COUNTRY     -  US
 DP4818  USGS QUAD   -  RUSHFORD WEST (2019)
 DP4818
 DP4818                         *CURRENT SURVEY CONTROL
 DP4818  ______________________________________________________________________
 DP4818* NAD 83(1986) POSITION- 43 46 45.97   (N) 091 45 50.78   (W)   HD_HELD1
 DP4818* NAVD 88 ORTHO HEIGHT -   250.054 (meters)      820.39  (feet) ADJUSTED
 DP4818  ______________________________________________________________________
 DP4818  GEOID HEIGHT    -        -30.293 (meters)                     GEOID18
 DP4818  DYNAMIC HEIGHT  -        250.011 (meters)      820.24  (feet) COMP
 DP4818  MODELED GRAVITY -    980,442.5   (mgal)                       NAVD 88
 DP4818
 DP4818  VERT ORDER      -  SECOND    CLASS I
 DP4818
 DP4818.The horizontal coordinates were determined by differentially corrected
 DP4818.hand held GPS observations or other comparable positioning techniques
 DP4818.and have an estimated accuracy of +/- 3 meters.
 DP4818
 DP4818.The orthometric height was determined by differential leveling and
 DP4818.adjusted by the NATIONAL GEODETIC SURVEY
 DP4818.in June 2015.
 DP4818
 DP4818.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP4818.GEOID18 height accuracy estimate available here.
 DP4818
 DP4818.Click photographs - Photos may exist for this station.
 DP4818
 DP4818.The dynamic height is computed by dividing the NAVD 88
 DP4818.geopotential number by the normal gravity value computed on the
 DP4818.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP4818.degrees latitude (g = 980.6199 gals.).
 DP4818
 DP4818.The modeled gravity was interpolated from observed gravity values.
 DP4818
 DP4818;                    North         East    Units  Estimated Accuracy
 DP4818;SPC MN S     -   189,067.2     979,973.3     MT  (+/- 3 meters HH1 GPS) 
 DP4818
 DP4818_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWJ9945348117(NAD 83)
 DP4818
 DP4818                          SUPERSEDED SURVEY CONTROL
 DP4818
 DP4818.No superseded survey control is available for this station.
 DP4818
 DP4818_MARKER: I = METAL ROD
 DP4818_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DP4818_STAMPING: 2306 AQ 2013
 DP4818_MARK LOGO: MNDT
 DP4818_PROJECTION: RECESSED 5 CENTIMETERS
 DP4818_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DP4818_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DP4818_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP4818+SATELLITE: SATELLITE OBSERVATIONS - August 20, 2024
 DP4818_ROD/PIPE-DEPTH: 15.2 meters
 DP4818
 DP4818  HISTORY     - Date     Condition        Report By
 DP4818  HISTORY     - 20130612 MONUMENTED       MNDT
 DP4818  HISTORY     - 20240820 GOOD             MNDT
 DP4818
 DP4818                          STATION DESCRIPTION
 DP4818
 DP4818'DESCRIBED BY MN DEPT OF TRANSP 2013 (MAS)
 DP4818'THE STATION IS LOCATED ABOUT 7.8 MI (12.6 KM) NORTH-NORTHWEST OF
 DP4818'YUCATAN, 3.1 MI (5.0 KM) NORTH OF BRATSBERG AND 2.1 MI (3.4 KM)
 DP4818'SOUTH-SOUTHWEST OF RUSHFORD.
 DP4818'
 DP4818'TO REACH THE MARK GO 2.3 MI (3.7 KM) SOUTH OF RUSHFORD, 1.65 MI (2.7
 DP4818'KM) SOUTHWEST ALONG TRUNK HIGHWAY 43 FROM THE SOUTH JUNCTION OF TRUNK
 DP4818'HIGHWAY 43 AND TRUNK HIGHWAY 16 INCH (41 CM) RUSHFORD VILLAGE, AT
 DP4818'TRUNK HIGHWAY 43 MILE POINT 19.95.
 DP4818'
 DP4818'IT IS 57.8 FT (17.6 M) EAST OF TRUNK HIGHWAY 43, 110.2 FT (33.6 M)
 DP4818'NORTH OF OAKVIEW LOOP AND 1.5 FT (0.5 M) WEST OF A WITNESS POST.
 DP4818
 DP4818                          STATION RECOVERY (2024)
 DP4818
 DP4818'RECOVERY NOTE BY MN DEPT OF TRANSP 2024 (KMS)
 DP4818'2.3 MI (3.7 KM) SOUTH OF RUSHFORD, 1.65 MI (2.65 KM) SOUTHWEST ALONG
 DP4818'TRUNK HIGHWAY 43 FROM THE SOUTH JUNCTION OF TRUNK HIGHWAY 43 AND TRUNK
 DP4818'HIGHWAY 16 IN RUSHFORD VILLAGE, AT TRUNK HIGHWAY 43 MILE POINT 19.95,
 DP4818'57.8 FT (17.6 M) EAST OF TRUNK HIGHWAY 43, 110.2 FT (33.6 M) NORTH OF
 DP4818'OAKVIEW LOOP, 1.5 FT (0.5 M) WEST OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 ON0702 ***********************************************************************
 ON0702  DESIGNATION -  2306 B
 ON0702  PID         -  ON0702
 ON0702  STATE/COUNTY-  MN/FILLMORE
 ON0702  COUNTRY     -  US
 ON0702  USGS QUAD   -  MABEL (2019)
 ON0702
 ON0702                         *CURRENT SURVEY CONTROL
 ON0702  ______________________________________________________________________
 ON0702* NAD 83(1986) POSITION- 43 31 46.41   (N) 091 46 14.63   (W)   HD_HELD1
 ON0702* NAVD 88 ORTHO HEIGHT -   340.521 (meters)     1117.19  (feet) ADJUSTED
 ON0702  ______________________________________________________________________
 ON0702  GEOID HEIGHT    -        -30.168 (meters)                     GEOID18
 ON0702  DYNAMIC HEIGHT  -        340.455 (meters)     1116.98  (feet) COMP
 ON0702  MODELED GRAVITY -    980,415.5   (mgal)                       NAVD 88
 ON0702
 ON0702  VERT ORDER      -  SECOND    CLASS I
 ON0702
 ON0702.The horizontal coordinates were determined by differentially corrected
 ON0702.hand held GPS observations or other comparable positioning techniques
 ON0702.and have an estimated accuracy of +/- 3 meters.
 ON0702
 ON0702.The orthometric height was determined by differential leveling and
 ON0702.adjusted by the NATIONAL GEODETIC SURVEY
 ON0702.in June 2015.
 ON0702
 ON0702.Significant digits in the geoid height do not necessarily reflect accuracy.
 ON0702.GEOID18 height accuracy estimate available here.
 ON0702
 ON0702.Click photographs - Photos may exist for this station.
 ON0702
 ON0702.The dynamic height is computed by dividing the NAVD 88
 ON0702.geopotential number by the normal gravity value computed on the
 ON0702.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ON0702.degrees latitude (g = 980.6199 gals.).
 ON0702
 ON0702.The modeled gravity was interpolated from observed gravity values.
 ON0702
 ON0702;                    North         East    Units  Estimated Accuracy
 ON0702;SPC MN S     -   161,299.3     980,197.2     MT  (+/- 3 meters HH1 GPS) 
 ON0702
 ON0702_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWJ9933120358(NAD 83)
 ON0702
 ON0702                          SUPERSEDED SURVEY CONTROL
 ON0702
 ON0702  NAVD 88 (06/15/91)  340.509  (m)         1117.15   (f) SUPERSEDED  2 1
 ON0702
 ON0702.Superseded values are not recommended for survey control.
 ON0702
 ON0702.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ON0702.See file dsdata.pdf to determine how the superseded data were derived.
 ON0702
 ON0702_MARKER: DV = VERTICAL CONTROL DISK
 ON0702_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 ON0702_SP_SET: BOX CULVERT HEADWALL
 ON0702_STAMPING: 2306 B 1976
 ON0702_MARK LOGO: MNHD
 ON0702_MAGNETIC: N = NO MAGNETIC MATERIAL
 ON0702_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ON0702+STABILITY: SURFACE MOTION
 ON0702_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 ON0702+SATELLITE: SATELLITE OBSERVATIONS - June 03, 2013
 ON0702
 ON0702  HISTORY     - Date     Condition        Report By
 ON0702  HISTORY     - 1976     MONUMENTED       MNHD
 ON0702  HISTORY     - 1984     GOOD             MNDT
 ON0702  HISTORY     - 20051117 GOOD             MNDT
 ON0702  HISTORY     - 20130603 GOOD             MNDT
 ON0702
 ON0702                          STATION DESCRIPTION
 ON0702
 ON0702'DESCRIBED BY MN DEPT OF TRANSP 1984
 ON0702'0.35 MI NORTH FROM MABEL.
 ON0702'THE MARK AS DESCRIBED IN LINE 24250 WAS RECOVERED IN GOOD CONDITION IN
 ON0702'THE NE 1/4 OF SECTION 27, T101N, R8W, ABOUT 0.35 MILE NORTH OF THE
 ON0702'TOWN OF MABEL, 0.3 MILE NORTH ALONG TRUNK HIGHWAY 43 FROM ITS JUNCTION
 ON0702'WITH TRUNK HIGHWAY 44 AT MABEL, 47.8 FEET WEST OF AND ABOUT 1 FOOT
 ON0702'LOWER THAN THE CENTERLINE OF TRUNK HIGHWAY 43 AT MILEPOINT 0.3, AND 20
 ON0702'FEET SOUTH OF THE CENTER OF COUNTY ROAD 28.  THE MARK, A STANDARD MNDT
 ON0702'VERTICAL CONTROL MONUMENT DISK STAMPED---2306 B 1976---, IS SET FLUSH
 ON0702'IN A DRILL HOLE IN THE TOP OF THE SOUTHEAST HEADWALL OF A 6 FOOT LONG
 ON0702'BY 6 FOOT DEEP CONCRETE BOX CULVERT UNDER COUNTY ROAD 28.
 ON0702
 ON0702                          STATION RECOVERY (2005)
 ON0702
 ON0702'RECOVERY NOTE BY MN DEPT OF TRANSP 2005 (MPP)
 ON0702'RECOVERED AS DESCRIBED.
 ON0702
 ON0702                          STATION RECOVERY (2013)
 ON0702
 ON0702'RECOVERY NOTE BY MN DEPT OF TRANSP 2013 (KMS)
 ON0702'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 ON0701 ***********************************************************************
 ON0701  DESIGNATION -  2306 C
 ON0701  PID         -  ON0701
 ON0701  STATE/COUNTY-  MN/FILLMORE
 ON0701  COUNTRY     -  US
 ON0701  USGS QUAD   -  MABEL (2019)
 ON0701
 ON0701                         *CURRENT SURVEY CONTROL
 ON0701  ______________________________________________________________________
 ON0701* NAD 83(2011) POSITION- 43 32 20.77475(N) 091 46 11.80098(W)   ADJUSTED
 ON0701* NAD 83(2011) ELLIP HT-   318.388 (meters)        (04/01/15)   ADJUSTED
 ON0701* NAD 83(2011) EPOCH   -  2010.00
 ON0701* NAVD 88 ORTHO HEIGHT -   348.553 (meters)     1143.54  (feet) ADJUSTED
 ON0701  ______________________________________________________________________
 ON0701  GEOID HEIGHT    -        -30.172 (meters)                     GEOID18
 ON0701  NAD 83(2011) X  -   -143,039.210 (meters)                     COMP
 ON0701  NAD 83(2011) Y  - -4,628,921.934 (meters)                     COMP
 ON0701  NAD 83(2011) Z  -  4,371,331.511 (meters)                     COMP
 ON0701  LAPLACE CORR    -         -2.91  (seconds)                    DEFLEC18
 ON0701  DYNAMIC HEIGHT  -        348.486 (meters)     1143.32  (feet) COMP
 ON0701  MODELED GRAVITY -    980,414.6   (mgal)                       NAVD 88
 ON0701
 ON0701  VERT ORDER      -  SECOND    CLASS I
 ON0701
 ON0701  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 ON0701  Standards:
 ON0701         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 ON0701            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 ON0701  -------------------------------------------------------------------
 ON0701  NETWORK    0.67   0.65           0.29   0.25   0.33      0.22633678
 ON0701  -------------------------------------------------------------------
 ON0701  Click here for local accuracies and other accuracy information.
 ON0701
 ON0701.The horizontal coordinates were established by GPS observations
 ON0701.and adjusted by the MN DEPT OF TRANSP in April 2015.
 ON0701
 ON0701.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 ON0701.been affixed to the stable North American tectonic plate. See 
 ON0701.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 ON0701
 ON0701.The horizontal coordinates are valid at the epoch date displayed above
 ON0701.which is a decimal equivalence of Year/Month/Day.
 ON0701
 ON0701.The orthometric height was determined by differential leveling and
 ON0701.adjusted by the NATIONAL GEODETIC SURVEY
 ON0701.in June 1991.
 ON0701
 ON0701.Significant digits in the geoid height do not necessarily reflect accuracy.
 ON0701.GEOID18 height accuracy estimate available here.
 ON0701
 ON0701.Click photographs - Photos may exist for this station.
 ON0701
 ON0701.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 ON0701
 ON0701.The Laplace correction was computed from DEFLEC18 derived deflections.
 ON0701
 ON0701.The ellipsoidal height was determined by GPS observations
 ON0701.and is referenced to NAD 83.
 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. The following values were computed from the NAD 83(2011) position.
 ON0701
 ON0701;                    North         East     Units Scale Factor Converg.
 ON0701;SPC MN S     -   162,361.269   980,231.812   MT  1.00006185   +1 33 47.2
 ON0701;SPC MN S     -   532,680.26  3,215,977.20   sFT  1.00006185   +1 33 47.2
 ON0701;UTM  15      - 4,821,419.117   599,379.194   MT  0.99972148   +0 50 50.6
 ON0701
 ON0701!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ON0701!SPC MN S     -   0.99995007  x   1.00006185  =   1.00001192
 ON0701!UTM  15      -   0.99995007  x   0.99972148  =   0.99967157
 ON0701
 ON0701_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWJ9937921419(NAD 83)
 ON0701
 ON0701                          SUPERSEDED SURVEY CONTROL
 ON0701
 ON0701.No superseded survey control is available for this station.
 ON0701
 ON0701_MARKER: DV = VERTICAL CONTROL DISK
 ON0701_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 ON0701_STAMPING: 2306 C 1976
 ON0701_MARK LOGO: MNHD
 ON0701_PROJECTION: RECESSED 20 CENTIMETERS
 ON0701_MAGNETIC: I = MARKER IS A STEEL ROD
 ON0701_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 ON0701_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ON0701+SATELLITE: SATELLITE OBSERVATIONS - July 30, 2024
 ON0701
 ON0701  HISTORY     - Date     Condition        Report By
 ON0701  HISTORY     - 19760401 MONUMENTED       MNHD
 ON0701  HISTORY     - 1984     GOOD             MNDT
 ON0701  HISTORY     - 20130603 GOOD             MNDT
 ON0701  HISTORY     - 20201209 GOOD             MNDT
 ON0701  HISTORY     - 20230411 GOOD             MNDT
 ON0701  HISTORY     - 20240730 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.
 ON0701
 ON0701                          STATION RECOVERY (2013)
 ON0701
 ON0701'RECOVERY NOTE BY MN DEPT OF TRANSP 2013 (KMS)
 ON0701'THE STATION IS LOCATED ABOUT 8.1 MI (13.0 KM) EAST OF CANTON, 6.9 MI
 ON0701'(11.1 KM) WEST-SOUTHWEST OF SPRING GROVE AND 1.3 MI (2.1 KM) NORTH OF
 ON0701'MABEL.
 ON0701'
 ON0701'TO REACH MARK GO1.2 MILES NORTH OF MABEL, 1.0 MI (1.6 KM) NORTH ALONG
 ON0701'TRUNK HIGHWAY 43 FROM THE JUNCTION OF TRUNK HIGHWAY 43 AND TRUNK
 ON0701'HIGHWAY 44 (MABEL), 68.0 FT (20.7 M) EAST OF TRUNK HIGHWAY 43 AT MILE
 ON0701'POINT 1.02, 133.0 FT (40.5 M) NORTH-NORTHEAST OF TRUNK HIGHWAY 43
 ON0701'MILEPOST 1.
 ON0701'
 ON0701'THE STATION IS 2.8 FT (0.9 M) NORTHWEST OF POWER POLE AND 2.2 FT (0.7
 ON0701'M) WEST OF A WITNESS POST.
 ON0701
 ON0701                          STATION RECOVERY (2020)
 ON0701
 ON0701'RECOVERY NOTE BY MN DEPT OF TRANSP 2020 (KMS)
 ON0701'RECOVERED IN GOOD CONDITION.
 ON0701
 ON0701                          STATION RECOVERY (2023)
 ON0701
 ON0701'RECOVERY NOTE BY MN DEPT OF TRANSP 2023 (KMS)
 ON0701'RECOVERED IN GOOD CONDITION.
 ON0701'
 ON0701'NOTE-ADD-THE MARK IS LOCATED ABOUT 8.1 MI (13.0 KM) EAST OF CANTON,
 ON0701'6.9 MI (11.1 KM) WEST-SOUTHWEST OF SPRING GROVE AND 1.3 MI (2.1 KM)
 ON0701'NORTH OF MABEL.
 ON0701
 ON0701                          STATION RECOVERY (2024)
 ON0701
 ON0701'RECOVERY NOTE BY MN DEPT OF TRANSP 2024 (KMS)
 ON0701'1.2 MI (1.9 KM) NORTH OF MABEL, 1.0 MI (1.6 KM) NORTH ALONG TRUNK
 ON0701'HIGHWAY 43 FROM THE JUNCTION OF TRUNK HIGHWAY 43 AND TRUNK HIGHWAY 44
 ON0701'IN MABEL, 68.0 FT (20.7 M) EAST OF TRUNK HIGHWAY 43, AT TRUNK HIGHWAY
 ON0701'43 MILE POINT 1.02, 133.0 FT (40.5 M) NORTH-NORTHEAST OF TRUNK HIGHWAY
 ON0701'43 MILEPOST 1, 2.8 FT (0.9 M) NORTHWEST OF A TELEPHONE PEDESTAL, 2.2
 ON0701'FT (0.7 M) WEST OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 ON0700 ***********************************************************************
 ON0700  DESIGNATION -  2306 D
 ON0700  PID         -  ON0700
 ON0700  STATE/COUNTY-  MN/FILLMORE
 ON0700  COUNTRY     -  US
 ON0700  USGS QUAD   -  MABEL (2019)
 ON0700
 ON0700                         *CURRENT SURVEY CONTROL
 ON0700  ______________________________________________________________________
 ON0700* NAD 83(1986) POSITION- 43 33 00.64   (N) 091 46 11.74   (W)   HD_HELD1
 ON0700* NAVD 88 ORTHO HEIGHT -   353.875 (meters)     1161.00  (feet) ADJUSTED
 ON0700  ______________________________________________________________________
 ON0700  GEOID HEIGHT    -        -30.178 (meters)                     GEOID18
 ON0700  DYNAMIC HEIGHT  -        353.805 (meters)     1160.78  (feet) COMP
 ON0700  MODELED GRAVITY -    980,413.5   (mgal)                       NAVD 88
 ON0700
 ON0700  VERT ORDER      -  SECOND    CLASS I
 ON0700
 ON0700.The horizontal coordinates were determined by differentially corrected
 ON0700.hand held GPS observations or other comparable positioning techniques
 ON0700.and have an estimated accuracy of +/- 3 meters.
 ON0700
 ON0700.The orthometric height was determined by differential leveling and
 ON0700.adjusted by the NATIONAL GEODETIC SURVEY
 ON0700.in June 1991.
 ON0700
 ON0700.Significant digits in the geoid height do not necessarily reflect accuracy.
 ON0700.GEOID18 height accuracy estimate available here.
 ON0700
 ON0700.Click photographs - Photos may exist for this station.
 ON0700
 ON0700.The dynamic height is computed by dividing the NAVD 88
 ON0700.geopotential number by the normal gravity value computed on the
 ON0700.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ON0700.degrees latitude (g = 980.6199 gals.).
 ON0700
 ON0700.The modeled gravity was interpolated from observed gravity values.
 ON0700
 ON0700;                    North         East    Units  Estimated Accuracy
 ON0700;SPC MN S     -   163,591.2     980,199.6     MT  (+/- 3 meters HH1 GPS) 
 ON0700
 ON0700_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWJ9936222648(NAD 83)
 ON0700
 ON0700                          SUPERSEDED SURVEY CONTROL
 ON0700
 ON0700.No superseded survey control is available for this station.
 ON0700
 ON0700_MARKER: DV = VERTICAL CONTROL DISK
 ON0700_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 ON0700_STAMPING: 2306 D 1976
 ON0700_MARK LOGO: MNHD
 ON0700_PROJECTION: FLUSH
 ON0700_MAGNETIC: I = MARKER IS A STEEL ROD
 ON0700_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 ON0700_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ON0700+SATELLITE: SATELLITE OBSERVATIONS - July 30, 2024
 ON0700
 ON0700  HISTORY     - Date     Condition        Report By
 ON0700  HISTORY     - 1976     MONUMENTED       MNHD
 ON0700  HISTORY     - 20230411 GOOD             MNDT
 ON0700  HISTORY     - 20240730 GOOD             MNDT
 ON0700
 ON0700                          STATION DESCRIPTION
 ON0700
 ON0700'DESCRIBED BY MN DEPT OF TRANSP 2023 (KMS)
 ON0700'RECOVERED IN GOOD CONDITION.
 ON0700'
 ON0700'NOTE-ADD-THE MARK IS LOCATED ABOUT 8.1 MI (13.0 KM) EAST OF CANTON,
 ON0700'6.8 MI (10.9 KM) WEST OF SPRING GROVE AND 2.0 MI (3.2 KM) NORTH OF
 ON0700'MABEL.
 ON0700'
 ON0700'GO 1.8 MI (2.9 KM) NORTH ALONG TRUNK HIGHWAY 43 FROM THE JUNCTION OF
 ON0700'TRUNK HIGHWAY 43 AND TRUNK HIGHWAY 44 IN MABEL, AT TRUNK HIGHWAY MILE
 ON0700'POINT 1.75, 71.0 FT (21.6 M) EAST OF TRUNK HIGHWAY 43.
 ON0700'
 ON0700'IT IS 35.0 FT (10.7 M) NORTH OF A FIELD ENTRANCE EAST, 4.0 FT (1.2 M)
 ON0700'WEST OF A FENCE AND 3.6 FT (1.1 M) WEST OF A WITNESS POST.
 ON0700'
 ON0700'NOTE-THE ROD DEPTH IS UNKNOWN.
 ON0700
 ON0700                          STATION RECOVERY (2024)
 ON0700
 ON0700'RECOVERY NOTE BY MN DEPT OF TRANSP 2024 (KMS)
 ON0700'2.0 MI (3.2 KM) NORTH OF MABEL, 1.8 MI (2.9 KM) NORTH ALONG TRUNK
 ON0700'HIGHWAY 43 FROM THE JUNCTION OF TRUNK HIGHWAY 43 AND TRUNK HIGHWAY 44
 ON0700'IN MABEL, AT TRUNK HIGHWAY MILE POINT 1.75, 71.0 FT (21.6 M) EAST OF
 ON0700'TRUNK HIGHWAY 43, 35.0 FT (10.7 M) NORTH OF A FIELD ENTRANCE EAST, 4.0
 ON0700'FT (1.2 M) WEST OF A FENCE, 3.6 FT (1.1 M) WEST OF A WITNESS POST.
 ON0700'THE ROD DEPTH IS UNKNOWN.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 ON0698 ***********************************************************************
 ON0698  DESIGNATION -  2306 E
 ON0698  PID         -  ON0698
 ON0698  STATE/COUNTY-  MN/FILLMORE
 ON0698  COUNTRY     -  US
 ON0698  USGS QUAD   -  MABEL (2019)
 ON0698
 ON0698                         *CURRENT SURVEY CONTROL
 ON0698  ______________________________________________________________________
 ON0698* NAD 83(1986) POSITION- 43 33 54.3    (N) 091 46 12.4    (W)   HD_HELD2
 ON0698* NAVD 88 ORTHO HEIGHT -   357.733 (meters)     1173.66  (feet) ADJUSTED
 ON0698  ______________________________________________________________________
 ON0698  GEOID HEIGHT    -        -30.187 (meters)                     GEOID18
 ON0698  DYNAMIC HEIGHT  -        357.663 (meters)     1173.43  (feet) COMP
 ON0698  MODELED GRAVITY -    980,412.0   (mgal)                       NAVD 88
 ON0698
 ON0698  VERT ORDER      -  SECOND    CLASS I
 ON0698
 ON0698.The horizontal coordinates were established by autonomous hand held GPS
 ON0698.observations and have an estimated accuracy of +/- 10 meters.
 ON0698
 ON0698.The orthometric height was determined by differential leveling and
 ON0698.adjusted by the NATIONAL GEODETIC SURVEY
 ON0698.in June 1991.
 ON0698
 ON0698.Significant digits in the geoid height do not necessarily reflect accuracy.
 ON0698.GEOID18 height accuracy estimate available here.
 ON0698
 ON0698.Click photographs - Photos may exist for this station.
 ON0698
 ON0698.The dynamic height is computed by dividing the NAVD 88
 ON0698.geopotential number by the normal gravity value computed on the
 ON0698.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ON0698.degrees latitude (g = 980.6199 gals.).
 ON0698
 ON0698.The modeled gravity was interpolated from observed gravity values.
 ON0698
 ON0698;                    North         East    Units  Estimated Accuracy
 ON0698;SPC MN S     -   165,246.      980,140.      MT  (+/- 10 meters HH2 GPS)
 ON0698
 ON0698_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWJ9932324304(NAD 83)
 ON0698
 ON0698                          SUPERSEDED SURVEY CONTROL
 ON0698
 ON0698.No superseded survey control is available for this station.
 ON0698
 ON0698_MARKER: DV = VERTICAL CONTROL DISK
 ON0698_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 ON0698_STAMPING: 2306 E 1976
 ON0698_MARK LOGO: MNHD
 ON0698_PROJECTION: PROJECTING 5 CENTIMETERS
 ON0698_MAGNETIC: I = MARKER IS A STEEL ROD
 ON0698_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 ON0698_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ON0698+SATELLITE: SATELLITE OBSERVATIONS - July 30, 2024
 ON0698
 ON0698  HISTORY     - Date     Condition        Report By
 ON0698  HISTORY     - 1976     MONUMENTED       MNHD
 ON0698  HISTORY     - 20240730 GOOD             MNDT
 ON0698
 ON0698                          STATION DESCRIPTION
 ON0698
 ON0698'DESCRIBED BY MN DEPT OF TRANSP 2024 (KMS)
 ON0698'3.1 MI (5.0 KM) NORTH OF MABEL, 2.8 MI (4.5 KM) NORTH ALONG TRUNK
 ON0698'HIGHWAY 43 FROM THE JUNCTION OF TRUNK HIGHWAY 43 AND TRUNK HIGHWAY 44
 ON0698'IN MABEL, AT TRUNK HIGHWAY 43 MILE POINT 2.85, 71.6 FT (21.8 M) EAST
 ON0698'OF TRUNK HIGHWAY 43, 34.0 FT (10.4 M) NORTH OF A FIELD ENTRANCE EAST,
 ON0698'3.3 FT (1.0 M) WEST OF A FENCE, 3.2 FT (1.0 M) WEST OF A WITNESS POST.
 ON0698'THE ROD DEPTH IS UNKNOWN.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 ON0695 ***********************************************************************
 ON0695  DESIGNATION -  2306 H
 ON0695  PID         -  ON0695
 ON0695  STATE/COUNTY-  MN/FILLMORE
 ON0695  COUNTRY     -  US
 ON0695  USGS QUAD   -  MABEL (2019)
 ON0695
 ON0695                         *CURRENT SURVEY CONTROL
 ON0695  ______________________________________________________________________
 ON0695* NAD 83(1986) POSITION- 43 35 27.3    (N) 091 46 13.1    (W)   HD_HELD2
 ON0695* NAVD 88 ORTHO HEIGHT -   361.733 (meters)     1186.79  (feet) ADJUSTED
 ON0695  ______________________________________________________________________
 ON0695  GEOID HEIGHT    -        -30.202 (meters)                     GEOID18
 ON0695  DYNAMIC HEIGHT  -        361.661 (meters)     1186.55  (feet) COMP
 ON0695  MODELED GRAVITY -    980,410.6   (mgal)                       NAVD 88
 ON0695
 ON0695  VERT ORDER      -  SECOND    CLASS I
 ON0695
 ON0695.The horizontal coordinates were established by autonomous hand held GPS
 ON0695.observations and have an estimated accuracy of +/- 10 meters.
 ON0695
 ON0695.The orthometric height was determined by differential leveling and
 ON0695.adjusted by the NATIONAL GEODETIC SURVEY
 ON0695.in June 2015.
 ON0695
 ON0695.Significant digits in the geoid height do not necessarily reflect accuracy.
 ON0695.GEOID18 height accuracy estimate available here.
 ON0695
 ON0695.Click photographs - Photos may exist for this station.
 ON0695
 ON0695.The dynamic height is computed by dividing the NAVD 88
 ON0695.geopotential number by the normal gravity value computed on the
 ON0695.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ON0695.degrees latitude (g = 980.6199 gals.).
 ON0695
 ON0695.The modeled gravity was interpolated from observed gravity values.
 ON0695
 ON0695;                    North         East    Units  Estimated Accuracy
 ON0695;SPC MN S     -   168,115.      980,046.      MT  (+/- 10 meters HH2 GPS)
 ON0695
 ON0695_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWJ9926427173(NAD 83)
 ON0695
 ON0695                          SUPERSEDED SURVEY CONTROL
 ON0695
 ON0695  NAVD 88 (06/15/91)  361.752  (m)         1186.85   (f) SUPERSEDED  2 0
 ON0695
 ON0695.Superseded values are not recommended for survey control.
 ON0695
 ON0695.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ON0695.See file dsdata.pdf to determine how the superseded data were derived.
 ON0695
 ON0695_MARKER: DB = BENCH MARK DISK
 ON0695_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 ON0695_SP_SET: CULVERT HEADWALL
 ON0695_STAMPING: 2306 H 1976
 ON0695_MARK LOGO: MNHD
 ON0695_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ON0695+STABILITY: SURFACE MOTION
 ON0695
 ON0695  HISTORY     - Date     Condition        Report By
 ON0695  HISTORY     - 1976     MONUMENTED       MNHD
 ON0695  HISTORY     - 20140312 GOOD             MNDT
 ON0695
 ON0695                          STATION DESCRIPTION
 ON0695
 ON0695'DESCRIBED BY MN HIGHWAY DEPT 1976
 ON0695'THE MARK IS LOCATED ABOUT 7.4 MI (11.9 KM) SOUTH-SOUTHWEST OF YUCATAN,
 ON0695'7.1 MI (11.4 KM) WEST-NORTHWEST OF SPRING GROVE AND 4.9 MI (7.8 KM)
 ON0695'NORTH OF MABEL.
 ON0695
 ON0695                          STATION RECOVERY (2014)
 ON0695
 ON0695'RECOVERY NOTE BY MN DEPT OF TRANSP 2014
 ON0695'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 ON0683 ***********************************************************************
 ON0683  DESIGNATION -  2306 N
 ON0683  PID         -  ON0683
 ON0683  STATE/COUNTY-  MN/FILLMORE
 ON0683  COUNTRY     -  US
 ON0683  USGS QUAD   -  BRATSBERG (2019)
 ON0683
 ON0683                         *CURRENT SURVEY CONTROL
 ON0683  ______________________________________________________________________
 ON0683* NAD 83(1986) POSITION- 43 38 16.7    (N) 091 47 23.1    (W)   HD_HELD2
 ON0683* NAVD 88 ORTHO HEIGHT -   358.542 (meters)     1176.32  (feet) ADJUSTED
 ON0683  ______________________________________________________________________
 ON0683  GEOID HEIGHT    -        -30.224 (meters)                     GEOID18
 ON0683  DYNAMIC HEIGHT  -        358.470 (meters)     1176.08  (feet) COMP
 ON0683  MODELED GRAVITY -    980,409.4   (mgal)                       NAVD 88
 ON0683
 ON0683  VERT ORDER      -  SECOND    CLASS I
 ON0683
 ON0683.The horizontal coordinates were established by autonomous hand held GPS
 ON0683.observations and have an estimated accuracy of +/- 10 meters.
 ON0683
 ON0683.The orthometric height was determined by differential leveling and
 ON0683.adjusted by the NATIONAL GEODETIC SURVEY
 ON0683.in June 1991.
 ON0683
 ON0683.Significant digits in the geoid height do not necessarily reflect accuracy.
 ON0683.GEOID18 height accuracy estimate available here.
 ON0683
 ON0683.Click photographs - Photos may exist for this station.
 ON0683
 ON0683.The dynamic height is computed by dividing the NAVD 88
 ON0683.geopotential number by the normal gravity value computed on the
 ON0683.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ON0683.degrees latitude (g = 980.6199 gals.).
 ON0683
 ON0683.The modeled gravity was interpolated from observed gravity values.
 ON0683
 ON0683;                    North         East    Units  Estimated Accuracy
 ON0683;SPC MN S     -   173,299.      978,335.      MT  (+/- 10 meters HH2 GPS)
 ON0683
 ON0683_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWJ9761932376(NAD 83)
 ON0683
 ON0683                          SUPERSEDED SURVEY CONTROL
 ON0683
 ON0683.No superseded survey control is available for this station.
 ON0683
 ON0683_MARKER: DV = VERTICAL CONTROL DISK
 ON0683_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 ON0683_STAMPING: 2306 N 1976
 ON0683_MARK LOGO: MNHD
 ON0683_MAGNETIC: I = MARKER IS A STEEL ROD
 ON0683_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 ON0683
 ON0683  HISTORY     - Date     Condition        Report By
 ON0683  HISTORY     - 1976     MONUMENTED       MNHD
 ON0683  HISTORY     - 20140313 GOOD             MNDT
 ON0683
 ON0683                          STATION DESCRIPTION
 ON0683
 ON0683'DESCRIBED BY MN HIGHWAY DEPT 1976
 ON0683'THE MARK IS LOCATED ABOUT 8.2 MI (13.2 KM) NORTH OF MABEL, 6.8 MI
 ON0683'(10.9 KM) SOUTH OF BRATSBERG AND 5.9 MI (9.4 KM) WEST-SOUTHWEST OF
 ON0683'YUCATAN.
 ON0683
 ON0683                          STATION RECOVERY (2014)
 ON0683
 ON0683'RECOVERY NOTE BY MN DEPT OF TRANSP 2014
 ON0683'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 ON0682 ***********************************************************************
 ON0682  DESIGNATION -  2306 P
 ON0682  PID         -  ON0682
 ON0682  STATE/COUNTY-  MN/FILLMORE
 ON0682  COUNTRY     -  US
 ON0682  USGS QUAD   -  BRATSBERG (2019)
 ON0682
 ON0682                         *CURRENT SURVEY CONTROL
 ON0682  ______________________________________________________________________
 ON0682* NAD 83(1986) POSITION- 43 38 40.8    (N) 091 47 19.1    (W)   HD_HELD2
 ON0682* NAVD 88 ORTHO HEIGHT -   341.111 (meters)     1119.13  (feet) ADJUSTED
 ON0682  ______________________________________________________________________
 ON0682  GEOID HEIGHT    -        -30.231 (meters)                     GEOID18
 ON0682  DYNAMIC HEIGHT  -        341.045 (meters)     1118.91  (feet) COMP
 ON0682  MODELED GRAVITY -    980,415.5   (mgal)                       NAVD 88
 ON0682
 ON0682  VERT ORDER      -  SECOND    CLASS I
 ON0682
 ON0682.The horizontal coordinates were established by autonomous hand held GPS
 ON0682.observations and have an estimated accuracy of +/- 10 meters.
 ON0682
 ON0682.The orthometric height was determined by differential leveling and
 ON0682.adjusted by the NATIONAL GEODETIC SURVEY
 ON0682.in June 2015.
 ON0682
 ON0682.Significant digits in the geoid height do not necessarily reflect accuracy.
 ON0682.GEOID18 height accuracy estimate available here.
 ON0682
 ON0682.Click photographs - Photos may exist for this station.
 ON0682
 ON0682.The dynamic height is computed by dividing the NAVD 88
 ON0682.geopotential number by the normal gravity value computed on the
 ON0682.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ON0682.degrees latitude (g = 980.6199 gals.).
 ON0682
 ON0682.The modeled gravity was interpolated from observed gravity values.
 ON0682
 ON0682;                    North         East    Units  Estimated Accuracy
 ON0682;SPC MN S     -   174,045.      978,404.      MT  (+/- 10 meters HH2 GPS)
 ON0682
 ON0682_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWJ9769733120(NAD 83)
 ON0682
 ON0682                          SUPERSEDED SURVEY CONTROL
 ON0682
 ON0682  NAVD 88 (06/15/91)  341.096  (m)         1119.08   (f) SUPERSEDED  2 0
 ON0682
 ON0682.Superseded values are not recommended for survey control.
 ON0682
 ON0682.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ON0682.See file dsdata.pdf to determine how the superseded data were derived.
 ON0682
 ON0682_MARKER: DV = VERTICAL CONTROL DISK
 ON0682_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 ON0682_STAMPING: 2306 P 1976
 ON0682_MARK LOGO: MNHD
 ON0682_MAGNETIC: I = MARKER IS A STEEL ROD
 ON0682_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 ON0682
 ON0682  HISTORY     - Date     Condition        Report By
 ON0682  HISTORY     - 1976     MONUMENTED       MNHD
 ON0682  HISTORY     - 20140313 GOOD             MNDT
 ON0682
 ON0682                          STATION DESCRIPTION
 ON0682
 ON0682'DESCRIBED BY MN HIGHWAY DEPT 1976
 ON0682'THE MARK IS LOCATED ABOUT 8.6 MI (13.9 KM) NORTH OF MABEL, 6.3 MI
 ON0682'(10.1 KM) SOUTH OF BRATSBERG AND 5.6 MI (9.0 KM) WEST-SOUTHWEST OF
 ON0682'YUCATAN.
 ON0682
 ON0682                          STATION RECOVERY (2014)
 ON0682
 ON0682'RECOVERY NOTE BY MN DEPT OF TRANSP 2014
 ON0682'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 ON0681 ***********************************************************************
 ON0681  DESIGNATION -  2306 Q
 ON0681  PID         -  ON0681
 ON0681  STATE/COUNTY-  MN/FILLMORE
 ON0681  COUNTRY     -  US
 ON0681  USGS QUAD   -  BRATSBERG (2019)
 ON0681
 ON0681                         *CURRENT SURVEY CONTROL
 ON0681  ______________________________________________________________________
 ON0681* NAD 83(1986) POSITION- 43 39 12.5    (N) 091 47 36.0    (W)   HD_HELD2
 ON0681* NAVD 88 ORTHO HEIGHT -   279.117 (meters)      915.74  (feet) ADJUSTED
 ON0681  ______________________________________________________________________
 ON0681  GEOID HEIGHT    -        -30.234 (meters)                     GEOID18
 ON0681  DYNAMIC HEIGHT  -        279.065 (meters)      915.57  (feet) COMP
 ON0681  MODELED GRAVITY -    980,424.3   (mgal)                       NAVD 88
 ON0681
 ON0681  VERT ORDER      -  SECOND    CLASS I
 ON0681
 ON0681.The horizontal coordinates were established by autonomous hand held GPS
 ON0681.observations and have an estimated accuracy of +/- 10 meters.
 ON0681
 ON0681.The orthometric height was determined by differential leveling and
 ON0681.adjusted by the NATIONAL GEODETIC SURVEY
 ON0681.in June 1991.
 ON0681
 ON0681.Significant digits in the geoid height do not necessarily reflect accuracy.
 ON0681.GEOID18 height accuracy estimate available here.
 ON0681
 ON0681.Click photographs - Photos may exist for this station.
 ON0681
 ON0681.The dynamic height is computed by dividing the NAVD 88
 ON0681.geopotential number by the normal gravity value computed on the
 ON0681.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ON0681.degrees latitude (g = 980.6199 gals.).
 ON0681
 ON0681.The modeled gravity was interpolated from observed gravity values.
 ON0681
 ON0681;                    North         East    Units  Estimated Accuracy
 ON0681;SPC MN S     -   175,013.      977,999.      MT  (+/- 10 meters HH2 GPS)
 ON0681
 ON0681_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWJ9730534093(NAD 83)
 ON0681
 ON0681                          SUPERSEDED SURVEY CONTROL
 ON0681
 ON0681.No superseded survey control is available for this station.
 ON0681
 ON0681_MARKER: DB = BENCH MARK DISK
 ON0681_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 ON0681_SP_SET: BOX CULVERT
 ON0681_STAMPING: 2306 Q 1976
 ON0681_MARK LOGO: MNHD
 ON0681_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ON0681+STABILITY: SURFACE MOTION
 ON0681
 ON0681  HISTORY     - Date     Condition        Report By
 ON0681  HISTORY     - 1976     MONUMENTED       MNHD
 ON0681  HISTORY     - 20140313 GOOD             MNDT
 ON0681
 ON0681                          STATION DESCRIPTION
 ON0681
 ON0681'DESCRIBED BY MN HIGHWAY DEPT 1976
 ON0681'THE MARK IS LOCATED ABOUT 9.3 MI (14.9 KM) NORTH OF MABEL, 5.7 MI
 ON0681'(9.3 KM) SOUTH-SOUTHWEST OF BRATSBERG AND 5.6 MI (9.0 KM)
 ON0681'WEST-SOUTHWEST OF YUCATAN.
 ON0681
 ON0681                          STATION RECOVERY (2014)
 ON0681
 ON0681'RECOVERY NOTE BY MN DEPT OF TRANSP 2014
 ON0681'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 ON0680 ***********************************************************************
 ON0680  DESIGNATION -  2306 R
 ON0680  PID         -  ON0680
 ON0680  STATE/COUNTY-  MN/FILLMORE
 ON0680  COUNTRY     -  US
 ON0680  USGS QUAD   -  BRATSBERG (2019)
 ON0680
 ON0680                         *CURRENT SURVEY CONTROL
 ON0680  ______________________________________________________________________
 ON0680* NAD 83(1986) POSITION- 43 40 01.9    (N) 091 47 39.1    (W)   HD_HELD2
 ON0680* NAVD 88 ORTHO HEIGHT -   288.891 (meters)      947.80  (feet) ADJUSTED
 ON0680  ______________________________________________________________________
 ON0680  GEOID HEIGHT    -        -30.237 (meters)                     GEOID18
 ON0680  DYNAMIC HEIGHT  -        288.839 (meters)      947.63  (feet) COMP
 ON0680  MODELED GRAVITY -    980,430.7   (mgal)                       NAVD 88
 ON0680
 ON0680  VERT ORDER      -  SECOND    CLASS I
 ON0680
 ON0680.The horizontal coordinates were established by autonomous hand held GPS
 ON0680.observations and have an estimated accuracy of +/- 10 meters.
 ON0680
 ON0680.The orthometric height was determined by differential leveling and
 ON0680.adjusted by the NATIONAL GEODETIC SURVEY
 ON0680.in June 2015.
 ON0680
 ON0680.Significant digits in the geoid height do not necessarily reflect accuracy.
 ON0680.GEOID18 height accuracy estimate available here.
 ON0680
 ON0680.Click photographs - Photos may exist for this station.
 ON0680
 ON0680.The dynamic height is computed by dividing the NAVD 88
 ON0680.geopotential number by the normal gravity value computed on the
 ON0680.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ON0680.degrees latitude (g = 980.6199 gals.).
 ON0680
 ON0680.The modeled gravity was interpolated from observed gravity values.
 ON0680
 ON0680;                    North         East    Units  Estimated Accuracy
 ON0680;SPC MN S     -   176,535.      977,888.      MT  (+/- 10 meters HH2 GPS)
 ON0680
 ON0680_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWJ9721335616(NAD 83)
 ON0680
 ON0680                          SUPERSEDED SURVEY CONTROL
 ON0680
 ON0680  NAVD 88 (06/15/91)  288.887  (m)          947.79   (f) SUPERSEDED  2 0
 ON0680
 ON0680.Superseded values are not recommended for survey control.
 ON0680
 ON0680.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ON0680.See file dsdata.pdf to determine how the superseded data were derived.
 ON0680
 ON0680_MARKER: DV = VERTICAL CONTROL DISK
 ON0680_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 ON0680_STAMPING: 2306 R 1976
 ON0680_MARK LOGO: MNHD
 ON0680_PROJECTION: RECESSED 5 CENTIMETERS
 ON0680_MAGNETIC: I = MARKER IS A STEEL ROD
 ON0680_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 ON0680_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 ON0680+SATELLITE: SATELLITE OBSERVATIONS - July 31, 2024
 ON0680
 ON0680  HISTORY     - Date     Condition        Report By
 ON0680  HISTORY     - 1976     MONUMENTED       MNHD
 ON0680  HISTORY     - 20240731 GOOD             MNDT
 ON0680
 ON0680                          STATION DESCRIPTION
 ON0680
 ON0680'DESCRIBED BY MN DEPT OF TRANSP 2024 (KMS)
 ON0680'10.0 MI (16.1 KM) SOUTH OF RUSHFORD, 10.25 MI (16.49 KM) ALONG TRUNK
 ON0680'HIGHWAY 43 FROM THE JUNCTION OF TRUNK HIGHWAY 16 IN RUSHFORD VILLAGE,
 ON0680'AT TRUNK HIGHWAY 43 MILE POINT 11.25, 30.0 FT (9.1 M) WEST OF TRUNK
 ON0680'HIGHWAY 43, 96.0 FT (29.3 M) NORTH OF 216TH STREET, 79.0 FT (24.1 M)
 ON0680'WEST-NORTHWEST OF A TELEPHONE CABLE STAND, 1.8 FT (0.5 M) EAST OF A
 ON0680'WITNESS POST.  THE ROD DEPTH IS UNKNOWN.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 ON0678 ***********************************************************************
 ON0678  FBN         -  This is a Federal Base Network Control Station.
 ON0678  DESIGNATION -  2306 T
 ON0678  PID         -  ON0678
 ON0678  STATE/COUNTY-  MN/FILLMORE
 ON0678  COUNTRY     -  US
 ON0678  USGS QUAD   -  BRATSBERG (2019)
 ON0678
 ON0678                         *CURRENT SURVEY CONTROL
 ON0678  ______________________________________________________________________
 ON0678* NAD 83(2011) POSITION- 43 41 16.45885(N) 091 46 32.69292(W)   ADJUSTED
 ON0678* NAD 83(2011) ELLIP HT-   314.624 (meters)        (06/27/12)   ADJUSTED
 ON0678* NAD 83(2011) EPOCH   -  2010.00
 ON0678* NAVD 88 ORTHO HEIGHT -   344.885 (meters)     1131.51  (feet) ADJUSTED
 ON0678  ______________________________________________________________________
 ON0678  GEOID HEIGHT    -        -30.252 (meters)                     GEOID18
 ON0678  NAD 83(2011) X  -   -143,154.574 (meters)                     COMP
 ON0678  NAD 83(2011) Y  - -4,617,505.651 (meters)                     COMP
 ON0678  NAD 83(2011) Z  -  4,383,299.194 (meters)                     COMP
 ON0678  LAPLACE CORR    -         -2.24  (seconds)                    DEFLEC18
 ON0678  DYNAMIC HEIGHT  -        344.822 (meters)     1131.30  (feet) COMP
 ON0678  MODELED GRAVITY -    980,426.9   (mgal)                       NAVD 88
 ON0678
 ON0678  VERT ORDER      -  SECOND    CLASS I
 ON0678
 ON0678  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 ON0678  Standards:
 ON0678         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 ON0678            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 ON0678  -------------------------------------------------------------------
 ON0678  NETWORK    0.33   0.55           0.15   0.12   0.28      0.03377189
 ON0678  -------------------------------------------------------------------
 ON0678  Click here for local accuracies and other accuracy information.
 ON0678
 ON0678.The horizontal coordinates were established by GPS observations
 ON0678.and adjusted by the National Geodetic Survey in June 2012.
 ON0678
 ON0678.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 ON0678.been affixed to the stable North American tectonic plate. See 
 ON0678.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 ON0678
 ON0678.The horizontal coordinates are valid at the epoch date displayed above
 ON0678.which is a decimal equivalence of Year/Month/Day.
 ON0678
 ON0678.The orthometric height was determined by differential leveling and
 ON0678.adjusted by the NATIONAL GEODETIC SURVEY
 ON0678.in June 2015.
 ON0678
 ON0678.Significant digits in the geoid height do not necessarily reflect accuracy.
 ON0678.GEOID18 height accuracy estimate available here.
 ON0678
 ON0678.Click photographs - Photos may exist 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 DEFLEC18 derived deflections.
 ON0678
 ON0678.The ellipsoidal height was determined by GPS observations
 ON0678.and is referenced to NAD 83.
 ON0678
 ON0678.The dynamic height is computed by dividing the NAVD 88
 ON0678.geopotential number by the normal gravity value computed on the
 ON0678.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ON0678.degrees latitude (g = 980.6199 gals.).
 ON0678
 ON0678.The modeled gravity was interpolated from observed gravity values.
 ON0678
 ON0678. The following values were computed from the NAD 83(2011) position.
 ON0678
 ON0678;                    North         East     Units Scale Factor Converg.
 ON0678;SPC MN S     -   178,875.559   979,313.088   MT  1.00002204   +1 33 32.5
 ON0678;SPC MN S     -   586,860.90  3,212,963.02   sFT  1.00002204   +1 33 32.5
 ON0678;UTM  15      - 4,837,938.280   598,666.712   MT  0.99971974   +0 50 44.5
 ON0678
 ON0678!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ON0678!SPC MN S     -   0.99995067  x   1.00002204  =   0.99997270
 ON0678!UTM  15      -   0.99995067  x   0.99971974  =   0.99967042
 ON0678
 ON0678_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWJ9866637938(NAD 83)
 ON0678
 ON0678                          SUPERSEDED SURVEY CONTROL
 ON0678
 ON0678  NAD 83(2007)-  43 41 16.45898(N)    091 46 32.69390(W) AD(2002.00) 0
 ON0678  ELLIP H (02/10/07)  314.651  (m)                       GP(2002.00)    
 ON0678  NAD 83(1996)-  43 41 16.45866(N)    091 46 32.69284(W) AD(       ) B
 ON0678  ELLIP H (01/15/97)  314.698  (m)                       GP(       ) 4 1
 ON0678  NAVD 88             344.88   (m)         1131.5    (f) LEVELING    3  
 ON0678  NAVD 88 (06/15/91)  344.880  (m)         1131.49   (f) SUPERSEDED  2 0
 ON0678
 ON0678.Superseded values are not recommended for survey control.
 ON0678
 ON0678.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ON0678.See file dsdata.pdf to determine how the superseded data were derived.
 ON0678
 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: MNHD
 ON0678_PROJECTION: FLUSH
 ON0678_MAGNETIC: I = MARKER IS A STEEL ROD
 ON0678_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 ON0678_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ON0678+SATELLITE: SATELLITE OBSERVATIONS - July 31, 2024
 ON0678
 ON0678  HISTORY     - Date     Condition        Report By
 ON0678  HISTORY     - 19760401 MONUMENTED       MNHD
 ON0678  HISTORY     - 19950517 GOOD             MNDT
 ON0678  HISTORY     - 200111   GOOD             MNDT
 ON0678  HISTORY     - 20030205 GOOD             MNDT
 ON0678  HISTORY     - 20040708 GOOD             WIDT
 ON0678  HISTORY     - 20040823 GOOD             MNDT
 ON0678  HISTORY     - 20080228 GOOD             MNDT
 ON0678  HISTORY     - 20130501 GOOD             MNDT
 ON0678  HISTORY     - 20151001 GOOD             MNDT
 ON0678  HISTORY     - 20240731 GOOD             MNDT
 ON0678
 ON0678                          STATION DESCRIPTION
 ON0678
 ON0678'DESCRIBED BY MN DEPT OF TRANSP 1995 (DKH)
 ON0678'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                          STATION RECOVERY (2003)
 ON0678
 ON0678'RECOVERY NOTE BY MN DEPT OF TRANSP 2003 (DBH)
 ON0678'RECOVERED AS DESCRIBED.
 ON0678
 ON0678                          STATION RECOVERY (2004)
 ON0678
 ON0678'RECOVERY NOTE BY WI DEPT OF TRANSP 2004 (DJH)
 ON0678'---NOTE---ADD THE STATION IS 20 M SOUTHEAST OF THE CENTERLINE OF
 ON0678'MINNESOTA STATE HIGHWAY  43, 61 M SOUTH-SOUTHWEST OF A WHITE MAILBOX
 ON0678'POST, 6 M WEST OF A FIELD ENTRANCE, 1.1 M  WEST-NORTHWEST OF A WHITE
 ON0678'BENCHMARK SIGN POST, AND 1 M WEST OF A YELLOW HARN  STATION SIGN POST.
 ON0678
 ON0678                          STATION RECOVERY (2004)
 ON0678
 ON0678'RECOVERY NOTE BY MN DEPT OF TRANSP 2004 (MPP)
 ON0678'8.55 MILES SOUTH OF SOUTH JUNCTION OF TRUNK HIGHWAY 16 AND TRUNK
 ON0678'HIGHWAY 43 AT RUSHFORD, 2.45 MILES NORTH OF JUNCTION OF TRUNK HIGHWAY
 ON0678'43 AND COUNTY ROAD 13 AT CHOICE, AT TRUNK HIGHWAY 43 MILEPOINT 13.25,
 ON0678'67 FEET SOUTHEAST OF TRUNK HIGHWAY 43, 17.5 FEET WEST OF FARM DRIVE
 ON0678'SOUTH, 17.5 FEET SOUTH OF WOOD FENCE CORNER, 2.9 FEET EAST OF FENCE,
 ON0678'2.3 FEET EAST OF WITNESS POST.
 ON0678
 ON0678                          STATION RECOVERY (2008)
 ON0678
 ON0678'RECOVERY NOTE BY MN DEPT OF TRANSP 2008 (DLS)
 ON0678'THE MARK WAS RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.
 ON0678'THE MARK IS 8.4 MILES SOUTH OF RUSHFORD, 8.3 MILES SOUTH ON TRUNK
 ON0678'HIGHWAY 43 FROM JUNCTION OF TRUNK HIGHWAY 16 AND TRUNK HIGHWAY 43,
 ON0678'2.45 MILES NORTH OF JUNCTION OF TRUNK HIGHWAY 43 AND COUNTY ROAD 13 AT
 ON0678'CHOICE, AT TRUNK HIGHWAY 43 MILEPOINT 13.25, 67 FEET SOUTHEAST OF
 ON0678'TRUNK HIGHWAY 43, 17.5 FEET WEST OF FARM DRIVE SOUTH (23098), 17.5
 ON0678'FEET SOUTH OF WOOD FENCE CORNER, 4.0 FEET EAST OF WITNESS POST.
 ON0678
 ON0678                          STATION RECOVERY (2013)
 ON0678
 ON0678'RECOVERY NOTE BY MN DEPT OF TRANSP 2013 (DXS)
 ON0678'8.3 MILES SOUTH ALONG TRUNK HIGHWAY 43 FROM JUNCTION OF TRUNK HIGHWAY
 ON0678'43 AND TRUNK HIGHWAY 16 IN RUSHFORD, 2.45 MILES NORTH ALONG TRUNK
 ON0678'HIGHWAY 43 FROM JUNCTION OF TRUNK HIGHWAY 43 AND COUNTY ROAD 13 AT
 ON0678'CHOICE, AT TRUNK HIGHWAY 43 MILEPOINT 13.25, 67.0 FEET SOUTHEAST OF
 ON0678'TRUNK HIGHWAY 43, 17.5 FEET WEST OF FARM DRIVE SOUTH (23098), 17.5
 ON0678'FEET SOUTH OF WOOD FENCE CORNER, 4.0 FEET EAST OF WITNESS POST.  ROD
 ON0678'DEPTH IS UNKNOWN.
 ON0678
 ON0678                          STATION RECOVERY (2015)
 ON0678
 ON0678'RECOVERY NOTE BY MN DEPT OF TRANSP 2015 (MPP)
 ON0678'8.3 MILES SOUTH ALONG TRUNK HIGHWAY 43 FROM JUNCTION OF TRUNK HIGHWAY
 ON0678'43 AND TRUNK HIGHWAY 16 IN RUSHFORD, 2.45 MILES NORTH ALONG TRUNK
 ON0678'HIGHWAY 43 FROM JUNCTION OF TRUNK HIGHWAY 43 AND COUNTY ROAD 13 AT
 ON0678'CHOICE, AT TRUNK HIGHWAY 43 MILEPOINT 13.25, 67.0 FEET SOUTHEAST OF
 ON0678'TRUNK HIGHWAY 43, 17.5 FEET WEST OF FARM DRIVE SOUTH (23098), 17.5
 ON0678'FEET SOUTH OF WOOD FENCE CORNER, 4.0 FEET EAST OF WITNESS POST.
 ON0678
 ON0678                          STATION RECOVERY (2024)
 ON0678
 ON0678'RECOVERY NOTE BY MN DEPT OF TRANSP 2024 (KMS)
 ON0678'8.3 MI (13.4 KM) SOUTH ALONG TRUNK HIGHWAY 43 FROM THE JUNCTION OF
 ON0678'TRUNK HIGHWAY 43 AND TRUNK HIGHWAY 16 IN RUSHFORD, AT TRUNK HIGHWAY 43
 ON0678'MILE POINT 13.25, 67.0 FT (20.4 M) SOUTHEAST OF TRUNK HIGHWAY 43, 17.5
 ON0678'FT (5.3 M) WEST OF DRIVEWAY NUMBER 23098, 17.5 FT (5.3 M) SOUTH OF A
 ON0678'WOOD FENCE CORNER, 4.0 FT (1.2 M) EAST OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 ON0668 ***********************************************************************
 ON0668  DESIGNATION -  2306 X
 ON0668  PID         -  ON0668
 ON0668  STATE/COUNTY-  MN/FILLMORE
 ON0668  COUNTRY     -  US
 ON0668  USGS QUAD   -  BRATSBERG (2019)
 ON0668
 ON0668                         *CURRENT SURVEY CONTROL
 ON0668  ______________________________________________________________________
 ON0668* NAD 83(1986) POSITION- 43 44 44.3    (N) 091 46 10.2    (W)   HD_HELD2
 ON0668* NAVD 88 ORTHO HEIGHT -   374.700 (meters)     1229.33  (feet) ADJUSTED
 ON0668  ______________________________________________________________________
 ON0668  GEOID HEIGHT    -        -30.257 (meters)                     GEOID18
 ON0668  DYNAMIC HEIGHT  -        374.633 (meters)     1229.11  (feet) COMP
 ON0668  MODELED GRAVITY -    980,428.0   (mgal)                       NAVD 88
 ON0668
 ON0668  VERT ORDER      -  SECOND    CLASS I
 ON0668
 ON0668.The horizontal coordinates were established by autonomous hand held GPS
 ON0668.observations and have an estimated accuracy of +/- 10 meters.
 ON0668
 ON0668.The orthometric height was determined by differential leveling and
 ON0668.adjusted by the NATIONAL GEODETIC SURVEY
 ON0668.in June 1991.
 ON0668
 ON0668.Significant digits in the geoid height do not necessarily reflect accuracy.
 ON0668.GEOID18 height accuracy estimate available here.
 ON0668
 ON0668.Click photographs - Photos may exist for this station.
 ON0668
 ON0668.The dynamic height is computed by dividing the NAVD 88
 ON0668.geopotential number by the normal gravity value computed on the
 ON0668.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ON0668.degrees latitude (g = 980.6199 gals.).
 ON0668
 ON0668.The modeled gravity was interpolated from observed gravity values.
 ON0668
 ON0668;                    North         East    Units  Estimated Accuracy
 ON0668;SPC MN S     -   185,302.      979,642.      MT  (+/- 10 meters HH2 GPS)
 ON0668
 ON0668_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWJ9907544357(NAD 83)
 ON0668
 ON0668                          SUPERSEDED SURVEY CONTROL
 ON0668
 ON0668.No superseded survey control is available for this station.
 ON0668
 ON0668_MARKER: DV = VERTICAL CONTROL DISK
 ON0668_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 ON0668_STAMPING: 2306 X 1976
 ON0668_MARK LOGO: MNHD
 ON0668_PROJECTION: RECESSED 3 CENTIMETERS
 ON0668_MAGNETIC: I = MARKER IS A STEEL ROD
 ON0668_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 ON0668_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 ON0668+SATELLITE: SATELLITE OBSERVATIONS - July 31, 2024
 ON0668
 ON0668  HISTORY     - Date     Condition        Report By
 ON0668  HISTORY     - 1976     MONUMENTED       MNHD
 ON0668  HISTORY     - 20240731 POOR             MNDT
 ON0668
 ON0668                          STATION DESCRIPTION
 ON0668
 ON0668'DESCRIBED BY MN DEPT OF TRANSP 2024 (KMS)
 ON0668'4.4 MI (7.1 KM) SOUTH OF RUSHFORD, 4.1 MI (6.6 KM) SOUTH ALONG TRUNK
 ON0668'HIGHWAY 43 FROM THE JUNCTION OF TRUNK HIGHWAY 43 AND TRUNK HIGHWAY 16
 ON0668'IN RUSHFORD, 0.75 MI (1.21 KM) NORTH ALONG TRUNK HIGHWAY 43 FROM
 ON0668'COUNTY ROAD 10 WEST AT BRATSBERG TO TRUNK HIGHWAY 43 MILE POINT 17.40,
 ON0668'THEN 0.05 MI (0.08 KM) EAST ON 270TH STREET, 224.0 FT (68.3 M) EAST OF
 ON0668'TRUNK HIGHWAY 43, 26.0 FT (7.9 M) SOUTH OF A TOWNSHIP ROAD (270TH
 ON0668'STREET).  THE ROD HAD BEEN HIT BY FARMER AND WAS FOUND BENT OVER.  THE
 ON0668'ROD DEPTH IS UNKNOWN.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 ON0663 ***********************************************************************
 ON0663  DESIGNATION -  2306 Y
 ON0663  PID         -  ON0663
 ON0663  STATE/COUNTY-  MN/FILLMORE
 ON0663  COUNTRY     -  US
 ON0663  USGS QUAD   -  RUSHFORD WEST (2019)
 ON0663
 ON0663                         *CURRENT SURVEY CONTROL
 ON0663  ______________________________________________________________________
 ON0663* NAD 83(1986) POSITION- 43 45 53.1    (N) 091 45 46.8    (W)   HD_HELD2
 ON0663* NAVD 88 ORTHO HEIGHT -   278.502 (meters)      913.72  (feet) ADJUSTED
 ON0663  ______________________________________________________________________
 ON0663  GEOID HEIGHT    -        -30.278 (meters)                     GEOID18
 ON0663  DYNAMIC HEIGHT  -        278.453 (meters)      913.56  (feet) COMP
 ON0663  MODELED GRAVITY -    980,436.9   (mgal)                       NAVD 88
 ON0663
 ON0663  VERT ORDER      -  SECOND    CLASS I
 ON0663
 ON0663.The horizontal coordinates were established by autonomous hand held GPS
 ON0663.observations and have an estimated accuracy of +/- 10 meters.
 ON0663
 ON0663.The orthometric height was determined by differential leveling and
 ON0663.adjusted by the NATIONAL GEODETIC SURVEY
 ON0663.in June 1991.
 ON0663
 ON0663.Significant digits in the geoid height do not necessarily reflect accuracy.
 ON0663.GEOID18 height accuracy estimate available here.
 ON0663
 ON0663.Click photographs - Photos may exist for this station.
 ON0663
 ON0663.The dynamic height is computed by dividing the NAVD 88
 ON0663.geopotential number by the normal gravity value computed on the
 ON0663.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ON0663.degrees latitude (g = 980.6199 gals.).
 ON0663
 ON0663.The modeled gravity was interpolated from observed gravity values.
 ON0663
 ON0663;                    North         East    Units  Estimated Accuracy
 ON0663;SPC MN S     -   187,439.      980,107.      MT  (+/- 10 meters HH2 GPS)
 ON0663
 ON0663_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWJ9956646488(NAD 83)
 ON0663
 ON0663                          SUPERSEDED SURVEY CONTROL
 ON0663
 ON0663.No superseded survey control is available for this station.
 ON0663
 ON0663_MARKER: DV = VERTICAL CONTROL DISK
 ON0663_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 ON0663_STAMPING: 2306 Y 1976
 ON0663_MARK LOGO: MNHD
 ON0663_MAGNETIC: I = MARKER IS A STEEL ROD
 ON0663_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 ON0663
 ON0663  HISTORY     - Date     Condition        Report By
 ON0663  HISTORY     - 1976     MONUMENTED       MNHD
 ON0663  HISTORY     - 20140306 GOOD             MNDT
 ON0663
 ON0663                          STATION DESCRIPTION
 ON0663
 ON0663'DESCRIBED BY MN HIGHWAY DEPT 1976
 ON0663'THE MARK IS LOCATED ABOUT 6.9 MI (11.1 KM) NORTH-NORTHWEST OF YUCATAN,
 ON0663'3.1 MI (4.9 KM) SOUTH OF RUSHFORD AND 2.1 MI (3.4 KM) NORTH OF
 ON0663'BRATSBERG.
 ON0663
 ON0663                          STATION RECOVERY (2014)
 ON0663
 ON0663'RECOVERY NOTE BY MN DEPT OF TRANSP 2014
 ON0663'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 ON0656 ***********************************************************************
 ON0656  DESIGNATION -  2307 A 1
 ON0656  PID         -  ON0656
 ON0656  STATE/COUNTY-  MN/FILLMORE
 ON0656  COUNTRY     -  US
 ON0656  USGS QUAD   -  RUSHFORD EAST (2019)
 ON0656
 ON0656                         *CURRENT SURVEY CONTROL
 ON0656  ______________________________________________________________________
 ON0656* NAD 83(1986) POSITION- 43 48 33.08   (N) 091 44 57.26   (W)   HD_HELD1
 ON0656* NAVD 88 ORTHO HEIGHT -   224.454 (meters)      736.40  (feet) ADJUSTED
 ON0656  ______________________________________________________________________
 ON0656  GEOID HEIGHT    -        -30.342 (meters)                     GEOID18
 ON0656  DYNAMIC HEIGHT  -        224.418 (meters)      736.28  (feet) COMP
 ON0656  MODELED GRAVITY -    980,450.3   (mgal)                       NAVD 88
 ON0656
 ON0656  VERT ORDER      -  SECOND    CLASS I
 ON0656
 ON0656.The horizontal coordinates were determined by differentially corrected
 ON0656.hand held GPS observations or other comparable positioning techniques
 ON0656.and have an estimated accuracy of +/- 3 meters.
 ON0656
 ON0656.The orthometric height was determined by differential leveling and
 ON0656.adjusted by the NATIONAL GEODETIC SURVEY
 ON0656.in May 2009.
 ON0656
 ON0656.Significant digits in the geoid height do not necessarily reflect accuracy.
 ON0656.GEOID18 height accuracy estimate available here.
 ON0656
 ON0656.Click photographs - Photos may exist for this station.
 ON0656
 ON0656.The dynamic height is computed by dividing the NAVD 88
 ON0656.geopotential number by the normal gravity value computed on the
 ON0656.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ON0656.degrees latitude (g = 980.6199 gals.).
 ON0656
 ON0656.The modeled gravity was interpolated from observed gravity values.
 ON0656
 ON0656;                    North         East    Units  Estimated Accuracy
 ON0656;SPC MN S     -   192,404.6     981,078.6     MT  (+/- 3 meters HH1 GPS) 
 ON0656
 ON0656_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXJ0059951440(NAD 83)
 ON0656
 ON0656                          SUPERSEDED SURVEY CONTROL
 ON0656
 ON0656  NAVD 88 (06/15/91)  224.450  (m)          736.38   (f) SUPERSEDED  2 0
 ON0656
 ON0656.Superseded values are not recommended for survey control.
 ON0656
 ON0656.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ON0656.See file dsdata.pdf to determine how the superseded data were derived.
 ON0656
 ON0656_MARKER: DB = BENCH MARK DISK
 ON0656_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 ON0656_SP_SET: BRIDGE ABUTMENT
 ON0656_STAMPING: 2307 A 1 1977
 ON0656_MARK LOGO: MNHD
 ON0656_MAGNETIC: N = NO MAGNETIC MATERIAL
 ON0656_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 ON0656_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 ON0656+SATELLITE: SATELLITE OBSERVATIONS - November 22, 2016
 ON0656
 ON0656  HISTORY     - Date     Condition        Report By
 ON0656  HISTORY     - 19770401 MONUMENTED       MNHD
 ON0656  HISTORY     - 1979     GOOD             MNDT
 ON0656  HISTORY     - 20060719 GOOD             MNDT
 ON0656  HISTORY     - 20101014 GOOD             WOOLPT
 ON0656  HISTORY     - 20110920 GOOD             MNDT
 ON0656  HISTORY     - 20161122 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.
 ON0656
 ON0656                          STATION RECOVERY (2006)
 ON0656
 ON0656'RECOVERY NOTE BY MN DEPT OF TRANSP 2006 (MPP)
 ON0656'IN RUSHFORD, 0.2 MI (0.3 KM) EAST OF THE JUNCTION OF TRUNK HIGHWAY 43
 ON0656'AND COUNTY ROAD 27 (PARK STREET), IN SOUTHEAST CORNER OF COUNTY ROAD
 ON0656'27 BRIDGE 23511 OVER RUSH CREEK, 20.5 FT (6.2 M) SOUTH OF COUNTY ROAD
 ON0656'27.
 ON0656
 ON0656                          STATION RECOVERY (2010)
 ON0656
 ON0656'RECOVERY NOTE BY WOOLPERT CONSULTANTS 2010 (JWK)
 ON0656'RECOVERED IN GOOD CONDITION.
 ON0656
 ON0656                          STATION RECOVERY (2011)
 ON0656
 ON0656'RECOVERY NOTE BY MN DEPT OF TRANSP 2011 (KMS)
 ON0656'RECOVERED IN GOOD CONDITION.
 ON0656
 ON0656                          STATION RECOVERY (2016)
 ON0656
 ON0656'RECOVERY NOTE BY MN DEPT OF TRANSP 2016 (DAS)
 ON0656'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DK7666 ***********************************************************************
 DK7666  DESIGNATION -  2307 B
 DK7666  PID         -  DK7666
 DK7666  STATE/COUNTY-  MN/FILLMORE
 DK7666  COUNTRY     -  US
 DK7666  USGS QUAD   -  RUSHFORD WEST (2019)
 DK7666
 DK7666                         *CURRENT SURVEY CONTROL
 DK7666  ______________________________________________________________________
 DK7666* NAD 83(2011) POSITION- 43 49 23.44348(N) 091 45 36.59731(W)   ADJUSTED
 DK7666* NAD 83(2011) ELLIP HT-   211.236 (meters)        (08/26/13)   ADJUSTED
 DK7666* NAD 83(2011) EPOCH   -  2010.00
 DK7666* NAVD 88 ORTHO HEIGHT -   241.566 (meters)      792.54  (feet) ADJUSTED
 DK7666  ______________________________________________________________________
 DK7666  GEOID HEIGHT    -        -30.328 (meters)                     GEOID18
 DK7666  NAD 83(2011) X  -   -141,577.215 (meters)                     COMP
 DK7666  NAD 83(2011) Y  - -4,607,079.829 (meters)                     COMP
 DK7666  NAD 83(2011) Z  -  4,394,084.189 (meters)                     COMP
 DK7666  LAPLACE CORR    -         -3.66  (seconds)                    DEFLEC18
 DK7666  DYNAMIC HEIGHT  -        241.525 (meters)      792.40  (feet) COMP
 DK7666  MODELED GRAVITY -    980,445.2   (mgal)                       NAVD 88
 DK7666
 DK7666  VERT ORDER      -  SECOND    CLASS I
 DK7666
 DK7666  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DK7666  Standards:
 DK7666         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DK7666            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DK7666  -------------------------------------------------------------------
 DK7666  NETWORK    0.56   0.73           0.25   0.20   0.37      0.23293490
 DK7666  -------------------------------------------------------------------
 DK7666  Click here for local accuracies and other accuracy information.
 DK7666
 DK7666.The horizontal coordinates were established by GPS observations
 DK7666.and adjusted by the MN DEPT OF TRANSP in August 2013.
 DK7666
 DK7666.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DK7666.been affixed to the stable North American tectonic plate. See 
 DK7666.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DK7666
 DK7666.The horizontal coordinates are valid at the epoch date displayed above
 DK7666.which is a decimal equivalence of Year/Month/Day.
 DK7666
 DK7666.The orthometric height was determined by differential leveling and
 DK7666.adjusted by the NATIONAL GEODETIC SURVEY
 DK7666.in May 2009.
 DK7666
 DK7666.Significant digits in the geoid height do not necessarily reflect accuracy.
 DK7666.GEOID18 height accuracy estimate available here.
 DK7666
 DK7666.Click photographs - Photos may exist for this station.
 DK7666
 DK7666.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DK7666
 DK7666.The Laplace correction was computed from DEFLEC18 derived deflections.
 DK7666
 DK7666.The ellipsoidal height was determined by GPS observations
 DK7666.and is referenced to NAD 83.
 DK7666
 DK7666.The dynamic height is computed by dividing the NAVD 88
 DK7666.geopotential number by the normal gravity value computed on the
 DK7666.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK7666.degrees latitude (g = 980.6199 gals.).
 DK7666
 DK7666.The modeled gravity was interpolated from observed gravity values.
 DK7666
 DK7666. The following values were computed from the NAD 83(2011) position.
 DK7666
 DK7666;                    North         East     Units Scale Factor Converg.
 DK7666;SPC MN S     -   193,934.211   980,157.177   MT  0.99999160   +1 34 11.9
 DK7666;SPC MN S     -   636,265.82  3,215,732.34   sFT  0.99999160   +1 34 11.9
 DK7666;UTM  15      - 4,852,980.980   599,697.664   MT  0.99972225   +0 51 30.9
 DK7666
 DK7666!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DK7666!SPC MN S     -   0.99996688  x   0.99999160  =   0.99995848
 DK7666!UTM  15      -   0.99996688  x   0.99972225  =   0.99968914
 DK7666
 DK7666_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWJ9969752980(NAD 83)
 DK7666
 DK7666                          SUPERSEDED SURVEY CONTROL
 DK7666
 DK7666.No superseded survey control is available for this station.
 DK7666
 DK7666_MARKER: DB = BENCH MARK DISK
 DK7666_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 DK7666_STAMPING: 2307 B 1972
 DK7666_MARK LOGO: MNHD
 DK7666_PROJECTION: RECESSED 8 CENTIMETERS
 DK7666_MAGNETIC: P = MARKER IS A STEEL PIPE
 DK7666_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DK7666_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DK7666+SATELLITE: SATELLITE OBSERVATIONS - August 20, 2024
 DK7666
 DK7666  HISTORY     - Date     Condition        Report By
 DK7666  HISTORY     - 19720401 MONUMENTED       MNHD
 DK7666  HISTORY     - 20060725 GOOD             MNDT
 DK7666  HISTORY     - 20110921 GOOD             MNDT
 DK7666  HISTORY     - 20130506 GOOD             MNDT
 DK7666  HISTORY     - 20160907 GOOD             MNDT
 DK7666  HISTORY     - 20240820 GOOD             MNDT
 DK7666
 DK7666                          STATION DESCRIPTION
 DK7666
 DK7666'DESCRIBED BY MN DEPT OF TRANSP 2006 (MPP)
 DK7666'1.0 MI (1.6 KM) NORTH OF RUSHFORD, 1.2 MI (1.9 KM) NORTH ALONG TRUNK
 DK7666'HIGHWAY 43 FROM THE JUNCTION OF TRUNK HIGHWAY 43 AND TRUNK HIGHWAY 30
 DK7666'IN RUSHFORD, AT TRUNK HIGHWAY MILE POINT 23.60, AT NORTHEAST CORNER OF
 DK7666'NORTHERN NATURAL GAS COMPANY, AT TRUNK HIGHWAY 43 STATION 75+50, 58.0
 DK7666'FT (17.7 M) SOUTHEAST OF ENTRANCE, 53.0 FT (16.2 M) SOUTHWEST OF TRUNK
 DK7666'HIGHWAY 43.
 DK7666
 DK7666                          STATION RECOVERY (2011)
 DK7666
 DK7666'RECOVERY NOTE BY MN DEPT OF TRANSP 2011 (KMS)
 DK7666'1.0 MI (1.6 KM) NORTH OF RUSHFORD, 1.2 MI (1.9 KM) NORTH ALONG TRUNK
 DK7666'HIGHWAY 43  FROM THE JUNCTION OF TRUNK HIGHWAY 43 AND TRUNK HIGHWAY 30
 DK7666'IN RUSHFORD, AT TRUNK HIGHWAY 43 MILE POINT 23.60, AT TRUNK HIGHWAY 43
 DK7666'STATION 75+50, 58.0 FT (17.7 M) SOUTHEAST OF TECHNOLOGY DRIVE, 53.0 FT
 DK7666'(16.2 M) SOUTHWEST OF TRUNK HIGHWAY 43, 1.0 FT (0.3 M) EAST OF A
 DK7666'WITNESS POST.
 DK7666
 DK7666                          STATION RECOVERY (2013)
 DK7666
 DK7666'RECOVERY NOTE BY MN DEPT OF TRANSP 2013 (AXL)
 DK7666'1.0 MILE NORTH OF RUSHFORD, 1.2 MILES NORTH ALONG TRUNK HIGHWAY 43
 DK7666'FROM JUNCTION OF TRUNK HIGHWAY 43 AND TRUNK HIGHWAY 30 IN RUSHFORD, AT
 DK7666'TRUNK HIGHWAY 43 MILEPOINT 23.60, AT TRUNK HIGHWAY 43 STATION 75+50,
 DK7666'58.0 FEET SOUTHEAST OF TECHNOLOGY DRIVE, 53.0 FEET SOUTHWEST OF TRUNK
 DK7666'HIGHWAY 43, 1.0 FOOT EAST OF WITNESS POST.  ROD DEPTH UNKNOWN.
 DK7666
 DK7666                          STATION RECOVERY (2016)
 DK7666
 DK7666'RECOVERY NOTE BY MN DEPT OF TRANSP 2016 (KMS)
 DK7666'RECOVERED AS DESCRIBED.
 DK7666
 DK7666                          STATION RECOVERY (2024)
 DK7666
 DK7666'RECOVERY NOTE BY MN DEPT OF TRANSP 2024 (KMS)
 DK7666'1.0 MI (1.6 KM) NORTH OF RUSHFORD, 1.2 MI (1.9 KM) NORTH ALONG TRUNK
 DK7666'HIGHWAY 43 FROM THE JUNCTION OF TRUNK HIGHWAY 43 AND TRUNK HIGHWAY 30
 DK7666'IN RUSHFORD, AT TRUNK HIGHWAY 43 MILE POINT 23.60, 58.0 FT (17.7 M)
 DK7666'SOUTHEAST OF TECHNOLOGY DRIVE, 53.0 FT (16.2 M) SOUTHWEST OF TRUNK
 DK7666'HIGHWAY 43, 1.0 FT (0.3 M) EAST OF A WITNESS POST.  THE SURVEY MARK IS
 DK7666'A SIGN POST DRIVEN IN THE GROUND WITH A DISK ON THE TOP.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DK7698 ***********************************************************************
 DK7698  DESIGNATION -  2307 B 1
 DK7698  PID         -  DK7698
 DK7698  STATE/COUNTY-  MN/FILLMORE
 DK7698  COUNTRY     -  US
 DK7698  USGS QUAD   -  RUSHFORD WEST (2019)
 DK7698
 DK7698                         *CURRENT SURVEY CONTROL
 DK7698  ______________________________________________________________________
 DK7698* NAD 83(1986) POSITION- 43 49 21.32   (N) 091 45 46.34   (W)   HD_HELD1
 DK7698* NAVD 88 ORTHO HEIGHT -   243.615 (meters)      799.26  (feet) ADJUSTED
 DK7698  ______________________________________________________________________
 DK7698  GEOID HEIGHT    -        -30.324 (meters)                     GEOID18
 DK7698  DYNAMIC HEIGHT  -        243.574 (meters)      799.13  (feet) COMP
 DK7698  MODELED GRAVITY -    980,445.1   (mgal)                       NAVD 88
 DK7698
 DK7698  VERT ORDER      -  SECOND    CLASS I
 DK7698
 DK7698.The horizontal coordinates were determined by differentially corrected
 DK7698.hand held GPS observations or other comparable positioning techniques
 DK7698.and have an estimated accuracy of +/- 3 meters.
 DK7698
 DK7698.The orthometric height was determined by differential leveling and
 DK7698.adjusted by the NATIONAL GEODETIC SURVEY
 DK7698.in May 2009.
 DK7698
 DK7698.Significant digits in the geoid height do not necessarily reflect accuracy.
 DK7698.GEOID18 height accuracy estimate available here.
 DK7698
 DK7698.Click photographs - Photos may exist for this station.
 DK7698
 DK7698.The dynamic height is computed by dividing the NAVD 88
 DK7698.geopotential number by the normal gravity value computed on the
 DK7698.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK7698.degrees latitude (g = 980.6199 gals.).
 DK7698
 DK7698.The modeled gravity was interpolated from observed gravity values.
 DK7698
 DK7698;                    North         East    Units  Estimated Accuracy
 DK7698;SPC MN S     -   193,862.7     979,941.3     MT  (+/- 3 meters HH1 GPS) 
 DK7698
 DK7698_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWJ9948152912(NAD 83)
 DK7698
 DK7698                          SUPERSEDED SURVEY CONTROL
 DK7698
 DK7698.No superseded survey control is available for this station.
 DK7698
 DK7698_MARKER: DD = SURVEY DISK
 DK7698_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 DK7698+WITH SETTING: PAVEMENT
 DK7698_SP_SET: SLAB
 DK7698_STAMPING: 2307 B 1 2006
 DK7698_MARK LOGO: MNDT
 DK7698_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DK7698_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DK7698+STABILITY: SURFACE MOTION
 DK7698_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DK7698+SATELLITE: SATELLITE OBSERVATIONS - August 20, 2024
 DK7698
 DK7698  HISTORY     - Date     Condition        Report By
 DK7698  HISTORY     - 20060725 MONUMENTED       MNDT
 DK7698  HISTORY     - 20110921 GOOD             MNDT
 DK7698  HISTORY     - 20160907 GOOD             MNDT
 DK7698  HISTORY     - 20240820 GOOD             MNDT
 DK7698
 DK7698                          STATION DESCRIPTION
 DK7698
 DK7698'DESCRIBED BY MN DEPT OF TRANSP 2006
 DK7698'1.0 MI (1.6 KM) NORTH OF RUSHFORD, IN CONCRETE ANTENNA PAD IN
 DK7698'SOUTHWEST CORNER OF RADIO ANTENNA PAD AT TRUCK SHOP IN RUSHFORD, 1.35
 DK7698'MI (2.2 KM) NORTH ALONG TRUNK HIGHWAY 43 FROM THE JUNCTION OF TRUNK
 DK7698'HIGHWAY 43 AND TRUNK HIGHWAY 30 IN RUSHFORD, TO TRUNK HIGHWAY 43 MILE
 DK7698'POINT 23.75, THEN 0.2 MI (0.3 KM) SOUTHEAST ON ENTERPRISE DRIVE,
 DK7698'
 DK7698'67.0 FT (20.4 M) EAST OF ENTERPRISE ROAD, 9.7 FT (3.0 M) SOUTH OF THE
 DK7698'SOUTHWEST CORNER OF TRUCK STATION, 4.5 FT (1.4 M) SOUTHWEST OF SOUTH
 DK7698'LEG OF ANTENNA.
 DK7698
 DK7698                          STATION RECOVERY (2011)
 DK7698
 DK7698'RECOVERY NOTE BY MN DEPT OF TRANSP 2011 (MAS)
 DK7698'1.0 MI (1.6 KM) NORTH OF RUSHFORD, IN SOUTHWEST CORNER OF CONCRETE
 DK7698'RADIO ANTENNA PAD AT TRUCK SHOP IN RUSHFORD, 1.35 MI (2.2 KM) NORTH
 DK7698'ALONG TRUNK HIGHWAY 43  FROM THE JUNCTION OF TRUNK HIGHWAY 43 AND
 DK7698'TRUNK HIGHWAY 30 IN RUSHFORD, TO TRUNK HIGHWAY 43 MILE POINT 23.75,
 DK7698'THEN 0.2 MI (0.3 KM) SOUTHEAST ALONG ENTERPRISE DRIVE, 67.0 FT (20.4
 DK7698'M) EAST OF ENTERPRISE ROAD, 9.7 FT (3.0 M) SOUTH OF THE SOUTHWEST
 DK7698'CORNER OF TRUCK STATION, 4.5 FT (1.4 M) SOUTHWEST OF SOUTH LEG OF
 DK7698'ANTENNA.
 DK7698
 DK7698                          STATION RECOVERY (2016)
 DK7698
 DK7698'RECOVERY NOTE BY MN DEPT OF TRANSP 2016 (KMS)
 DK7698'RECOVERED AS DESCRIBED.
 DK7698
 DK7698                          STATION RECOVERY (2024)
 DK7698
 DK7698'RECOVERY NOTE BY MN DEPT OF TRANSP 2024 (KMS)
 DK7698'1.0 MI (1.6 KM) NORTH OF RUSHFORD, IN THE SOUTHWEST CORNER OF A
 DK7698'CONCRETE RADIO ANTENNA PAD AT A TRUCK SHOP IN RUSHFORD, 1.35 MI (2.17
 DK7698'KM) NORTH ALONG TRUNK HIGHWAY 43 FROM THE JUNCTION OF TRUNK HIGHWAY 43
 DK7698'AND TRUNK HIGHWAY 30 IN RUSHFORD TO TRUNK HIGHWAY 43 MILE POINT 23.75,
 DK7698'THEN 0.2 MI (0.3 KM) SOUTHEAST ALONG ENTERPRISE DRIVE, 67.0 FT (20.4
 DK7698'M) EAST OF ENTERPRISE ROAD, 9.7 FT (3.0 M) SOUTH OF THE SOUTHWEST
 DK7698'CORNER OF A TRUCK STATION, 4.5 FT (1.4 M) SOUTHWEST OF THE SOUTH LEG
 DK7698'OF AN ANTENNA.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DK7667 ***********************************************************************
 DK7667  DESIGNATION -  2307 C
 DK7667  PID         -  DK7667
 DK7667  STATE/COUNTY-  MN/FILLMORE
 DK7667  COUNTRY     -  US
 DK7667  USGS QUAD   -  RUSHFORD WEST (2019)
 DK7667
 DK7667                         *CURRENT SURVEY CONTROL
 DK7667  ______________________________________________________________________
 DK7667* NAD 83(1986) POSITION- 43 49 55.49   (N) 091 45 57.70   (W)   HD_HELD1
 DK7667* NAVD 88 ORTHO HEIGHT -   254.987 (meters)      836.57  (feet) ADJUSTED
 DK7667  ______________________________________________________________________
 DK7667  GEOID HEIGHT    -        -30.320 (meters)                     GEOID18
 DK7667  DYNAMIC HEIGHT  -        254.944 (meters)      836.43  (feet) COMP
 DK7667  MODELED GRAVITY -    980,441.5   (mgal)                       NAVD 88
 DK7667
 DK7667  VERT ORDER      -  SECOND    CLASS I
 DK7667
 DK7667.The horizontal coordinates were determined by differentially corrected
 DK7667.hand held GPS observations or other comparable positioning techniques
 DK7667.and have an estimated accuracy of +/- 3 meters.
 DK7667
 DK7667.The orthometric height was determined by differential leveling and
 DK7667.adjusted by the NATIONAL GEODETIC SURVEY
 DK7667.in May 2009.
 DK7667
 DK7667.Significant digits in the geoid height do not necessarily reflect accuracy.
 DK7667.GEOID18 height accuracy estimate available here.
 DK7667
 DK7667.Click photographs - Photos may exist for this station.
 DK7667
 DK7667.The dynamic height is computed by dividing the NAVD 88
 DK7667.geopotential number by the normal gravity value computed on the
 DK7667.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK7667.degrees latitude (g = 980.6199 gals.).
 DK7667
 DK7667.The modeled gravity was interpolated from observed gravity values.
 DK7667
 DK7667;                    North         East    Units  Estimated Accuracy
 DK7667;SPC MN S     -   194,910.0     979,658.8     MT  (+/- 3 meters HH1 GPS) 
 DK7667
 DK7667_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWJ9921153962(NAD 83)
 DK7667
 DK7667                          SUPERSEDED SURVEY CONTROL
 DK7667
 DK7667.No superseded survey control is available for this station.
 DK7667
 DK7667_MARKER: DB = BENCH MARK DISK
 DK7667_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 DK7667_STAMPING: 2307-C 1972
 DK7667_MARK LOGO: MNHD
 DK7667_PROJECTION: PROJECTING 5 CENTIMETERS
 DK7667_MAGNETIC: P = MARKER IS A STEEL PIPE
 DK7667_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DK7667_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DK7667+SATELLITE: SATELLITE OBSERVATIONS - September 07, 2016
 DK7667
 DK7667  HISTORY     - Date     Condition        Report By
 DK7667  HISTORY     - 1972     MONUMENTED       MNHD
 DK7667  HISTORY     - 20060719 GOOD             MNDT
 DK7667  HISTORY     - 20160907 GOOD             MNDT
 DK7667
 DK7667                          STATION DESCRIPTION
 DK7667
 DK7667'DESCRIBED BY MN DEPT OF TRANSP 2006 (MPP)
 DK7667'2.0 MI (3.2 KM) NORTH OF RUSHFORD, 1.85 MI (3.0 KM) NORTH ALONG TRUNK
 DK7667'HIGHWAY 43 FROM THE JUNCTION OF TRUNK HIGHWAY 43 AND TRUNK HIGHWAY 30
 DK7667'IN RUSHFORD, AT TRUNK HIGHWAY 43 MILE POINT 24.35, AT SOUTHEAST CORNER
 DK7667'OF SAINT JOE CEMETERY, AT TRUNK HIGHWAY 43 STATION 108+00, 62.0 FT
 DK7667'(18.9 M) NORTHWEST OF TRUNK HIGHWAY 43, 30.0 FT (9.1 M) NORTH OF
 DK7667'TOWNSHIP ROAD 6, 1.4 FT (0.4 M) EAST OF A WITNESS POST.
 DK7667
 DK7667                          STATION RECOVERY (2016)
 DK7667
 DK7667'RECOVERY NOTE BY MN DEPT OF TRANSP 2016 (KMS)
 DK7667'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DK7668 ***********************************************************************
 DK7668  DESIGNATION -  2307 D
 DK7668  PID         -  DK7668
 DK7668  STATE/COUNTY-  MN/FILLMORE
 DK7668  COUNTRY     -  US
 DK7668  USGS QUAD   -  RUSHFORD WEST (2019)
 DK7668
 DK7668                         *CURRENT SURVEY CONTROL
 DK7668  ______________________________________________________________________
 DK7668* NAD 83(1986) POSITION- 43 50 21.06   (N) 091 45 17.39   (W)   HD_HELD1
 DK7668* NAVD 88 ORTHO HEIGHT -   275.659 (meters)      904.39  (feet) ADJUSTED
 DK7668  ______________________________________________________________________
 DK7668  GEOID HEIGHT    -        -30.333 (meters)                     GEOID18
 DK7668  DYNAMIC HEIGHT  -        275.612 (meters)      904.24  (feet) COMP
 DK7668  MODELED GRAVITY -    980,439.2   (mgal)                       NAVD 88
 DK7668
 DK7668  VERT ORDER      -  SECOND    CLASS I
 DK7668
 DK7668.The horizontal coordinates were determined by differentially corrected
 DK7668.hand held GPS observations or other comparable positioning techniques
 DK7668.and have an estimated accuracy of +/- 3 meters.
 DK7668
 DK7668.The orthometric height was determined by differential leveling and
 DK7668.adjusted by the NATIONAL GEODETIC SURVEY
 DK7668.in May 2009.
 DK7668
 DK7668.Significant digits in the geoid height do not necessarily reflect accuracy.
 DK7668.GEOID18 height accuracy estimate available here.
 DK7668
 DK7668.Click photographs - Photos may exist for this station.
 DK7668
 DK7668.The dynamic height is computed by dividing the NAVD 88
 DK7668.geopotential number by the normal gravity value computed on the
 DK7668.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK7668.degrees latitude (g = 980.6199 gals.).
 DK7668
 DK7668.The modeled gravity was interpolated from observed gravity values.
 DK7668
 DK7668;                    North         East    Units  Estimated Accuracy
 DK7668;SPC MN S     -   195,723.5     980,537.4     MT  (+/- 3 meters HH1 GPS) 
 DK7668
 DK7668_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXJ0009954764(NAD 83)
 DK7668
 DK7668                          SUPERSEDED SURVEY CONTROL
 DK7668
 DK7668.No superseded survey control is available for this station.
 DK7668
 DK7668_MARKER: DD = SURVEY DISK
 DK7668_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DK7668_STAMPING: 2307 D 2006
 DK7668_MARK LOGO: MNDT
 DK7668_PROJECTION: RECESSED 8 CENTIMETERS
 DK7668_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DK7668_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DK7668_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DK7668+SATELLITE: SATELLITE OBSERVATIONS - August 20, 2024
 DK7668_ROD/PIPE-DEPTH: 4.6 meters
 DK7668
 DK7668  HISTORY     - Date     Condition        Report By
 DK7668  HISTORY     - 20060725 MONUMENTED       MNDT
 DK7668  HISTORY     - 20130507 GOOD             MNDT
 DK7668  HISTORY     - 20160907 GOOD             MNDT
 DK7668  HISTORY     - 20240820 GOOD             MNDT
 DK7668
 DK7668                          STATION DESCRIPTION
 DK7668
 DK7668'DESCRIBED BY MN DEPT OF TRANSP 2006
 DK7668'2.5 MI (4.0 KM) NORTH OF RUSHFORD, 2.7 MI (4.3 KM) NORTHERLY ALONG
 DK7668'TRUNK HIGHWAY 43 FROM THE JUNCTION OF TRUNK HIGHWAY 43 AND TRUNK
 DK7668'HIGHWAY 30 IN RUSHFORD, AT TRUNK HIGHWAY 43 MILE POINT 25.10, 46.0 FT
 DK7668'(14.0 M) SOUTH-SOUTHEAST OF DRIVEWAY NUMBER 33594, 42.0 FT (12.8 M)
 DK7668'SOUTHEAST OF TRUNK HIGHWAY 43, 9.7 FT (3.0 M) NORTHWEST OF A WITNESS
 DK7668'POST.
 DK7668
 DK7668                          STATION RECOVERY (2013)
 DK7668
 DK7668'RECOVERY NOTE BY MN DEPT OF TRANSP 2013 (MPP)
 DK7668'2.1 MI (3.4 KM) NORTH OF RUSHFORD, 2.7 MI (4.3 KM) NORTHERLY ALONG
 DK7668'TRUNK HIGHWAY 43  FROM THE JUNCTION OF TRUNK HIGHWAY 43 AND TRUNK
 DK7668'HIGHWAY 30 IN RUSHFORD, AT TRUNK HIGHWAY 43 MILE POINT 25.10, 46.0 FT
 DK7668'(14.0 M) SOUTH-SOUTHEAST OF DRIVEWAY NUMBER 33594, 42.0 FT (12.8 M)
 DK7668'SOUTHEAST OF TRUNK HIGHWAY 43, 26.0 FT (7.9 M) SOUTH OF 24 INCH
 DK7668'COTTONWOOD TREE, 10.0 FT (3.0 M) SOUTHWEST OF A WITNESS POST.
 DK7668
 DK7668                          STATION RECOVERY (2016)
 DK7668
 DK7668'RECOVERY NOTE BY MN DEPT OF TRANSP 2016 (KMS)
 DK7668'RECOVERED AS DESCRIBED.
 DK7668
 DK7668                          STATION RECOVERY (2024)
 DK7668
 DK7668'RECOVERY NOTE BY MN DEPT OF TRANSP 2024 (KMS)
 DK7668'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DK7669 ***********************************************************************
 DK7669  DESIGNATION -  2307 E
 DK7669  PID         -  DK7669
 DK7669  STATE/COUNTY-  MN/FILLMORE
 DK7669  COUNTRY     -  US
 DK7669  USGS QUAD   -  RUSHFORD WEST (2019)
 DK7669
 DK7669                         *CURRENT SURVEY CONTROL
 DK7669  ______________________________________________________________________
 DK7669* NAD 83(1986) POSITION- 43 50 08.4    (N) 091 45 38.3    (W)   HD_HELD2
 DK7669* NAVD 88 ORTHO HEIGHT -   246.830 (meters)      809.81  (feet) ADJUSTED
 DK7669  ______________________________________________________________________
 DK7669  GEOID HEIGHT    -        -30.326 (meters)                     GEOID18
 DK7669  DYNAMIC HEIGHT  -        246.788 (meters)      809.67  (feet) COMP
 DK7669  MODELED GRAVITY -    980,440.5   (mgal)                       NAVD 88
 DK7669
 DK7669  VERT ORDER      -  SECOND    CLASS I
 DK7669
 DK7669.The horizontal coordinates were established by autonomous hand held GPS
 DK7669.observations and have an estimated accuracy of +/- 10 meters.
 DK7669
 DK7669.The orthometric height was determined by differential leveling and
 DK7669.adjusted by the NATIONAL GEODETIC SURVEY
 DK7669.in May 2009.
 DK7669
 DK7669.Significant digits in the geoid height do not necessarily reflect accuracy.
 DK7669.GEOID18 height accuracy estimate available here.
 DK7669
 DK7669.Click photographs - Photos may exist for this station.
 DK7669
 DK7669.The dynamic height is computed by dividing the NAVD 88
 DK7669.geopotential number by the normal gravity value computed on the
 DK7669.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK7669.degrees latitude (g = 980.6199 gals.).
 DK7669
 DK7669.The modeled gravity was interpolated from observed gravity values.
 DK7669
 DK7669;                    North         East    Units  Estimated Accuracy
 DK7669;SPC MN S     -   195,320.      980,081.      MT  (+/- 10 meters HH2 GPS)
 DK7669
 DK7669_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWJ9963854367(NAD 83)
 DK7669
 DK7669                          SUPERSEDED SURVEY CONTROL
 DK7669
 DK7669.No superseded survey control is available for this station.
 DK7669
 DK7669_MARKER: DB = BENCH MARK DISK
 DK7669_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DK7669_SP_SET: BRIDGE RAILING
 DK7669_STAMPING: 2307 E 2006
 DK7669_MARK LOGO: MNDT
 DK7669_MAGNETIC: N = NO MAGNETIC MATERIAL
 DK7669_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DK7669_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DK7669+SATELLITE: SATELLITE OBSERVATIONS - September 07, 2016
 DK7669
 DK7669  HISTORY     - Date     Condition        Report By
 DK7669  HISTORY     - 20060719 MONUMENTED       MNDT
 DK7669  HISTORY     - 20160907 GOOD             MNDT
 DK7669
 DK7669                          STATION DESCRIPTION
 DK7669
 DK7669'DESCRIBED BY MN DEPT OF TRANSP 2006
 DK7669'2.0 MI (3.2 KM) NORTH OF RUSHFORD, IN BRIDGE ABUTMENT IN NORTHEAST
 DK7669'CORNER OF TRUNK HIGHWAY 43 BRIDGE NUMBER 23016 OVER CREEK, 2.3 MI (3.7
 DK7669'KM) NORTHERLY ALONG TRUNK HIGHWAY 43 FROM THE JUNCTION OF TRUNK
 DK7669'HIGHWAY 43 AND TRUNK HIGHWAY 30 IN RUSHFORD, AT TRUNK HIGHWAY 43 MILE
 DK7669'POINT 24.70, 28.0 FT (8.5 M) SOUTHEAST OF TRUNK HIGHWAY 43, 1.7 FT
 DK7669'(0.5 M) SOUTHEAST OF THE NORTHEAST CORNER OF BRIDGE.
 DK7669
 DK7669                          STATION RECOVERY (2016)
 DK7669
 DK7669'RECOVERY NOTE BY MN DEPT OF TRANSP 2016 (KMS)
 DK7669'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DK7670 ***********************************************************************
 DK7670  DESIGNATION -  2307 F
 DK7670  PID         -  DK7670
 DK7670  STATE/COUNTY-  MN/FILLMORE
 DK7670  COUNTRY     -  US
 DK7670  USGS QUAD   -  RUSHFORD WEST (2019)
 DK7670
 DK7670                         *CURRENT SURVEY CONTROL
 DK7670  ______________________________________________________________________
 DK7670* NAD 83(1986) POSITION- 43 48 51.76   (N) 091 45 10.92   (W)   HD_HELD1
 DK7670* NAVD 88 ORTHO HEIGHT -   225.287 (meters)      739.13  (feet) ADJUSTED
 DK7670  ______________________________________________________________________
 DK7670  GEOID HEIGHT    -        -30.338 (meters)                     GEOID18
 DK7670  DYNAMIC HEIGHT  -        225.250 (meters)      739.01  (feet) COMP
 DK7670  MODELED GRAVITY -    980,449.1   (mgal)                       NAVD 88
 DK7670
 DK7670  VERT ORDER      -  SECOND    CLASS I
 DK7670
 DK7670.The horizontal coordinates were determined by differentially corrected
 DK7670.hand held GPS observations or other comparable positioning techniques
 DK7670.and have an estimated accuracy of +/- 3 meters.
 DK7670
 DK7670.The orthometric height was determined by differential leveling and
 DK7670.adjusted by the NATIONAL GEODETIC SURVEY
 DK7670.in May 2009.
 DK7670
 DK7670.Significant digits in the geoid height do not necessarily reflect accuracy.
 DK7670.GEOID18 height accuracy estimate available here.
 DK7670
 DK7670.Click photographs - Photos may exist for this station.
 DK7670
 DK7670.The dynamic height is computed by dividing the NAVD 88
 DK7670.geopotential number by the normal gravity value computed on the
 DK7670.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK7670.degrees latitude (g = 980.6199 gals.).
 DK7670
 DK7670.The modeled gravity was interpolated from observed gravity values.
 DK7670
 DK7670;                    North         East    Units  Estimated Accuracy
 DK7670;SPC MN S     -   192,972.5     980,757.6     MT  (+/- 3 meters HH1 GPS) 
 DK7670
 DK7670_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXJ0028552012(NAD 83)
 DK7670
 DK7670                          SUPERSEDED SURVEY CONTROL
 DK7670
 DK7670.No superseded survey control is available for this station.
 DK7670
 DK7670_MARKER: DD = SURVEY DISK
 DK7670_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DK7670_SP_SET: BRIDGE WALKWAY
 DK7670_STAMPING: 2307 F 2006
 DK7670_MARK LOGO: MNDT
 DK7670_MAGNETIC: N = NO MAGNETIC MATERIAL
 DK7670_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DK7670_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DK7670+SATELLITE: SATELLITE OBSERVATIONS - August 20, 2024
 DK7670
 DK7670  HISTORY     - Date     Condition        Report By
 DK7670  HISTORY     - 20060719 MONUMENTED       MNDT
 DK7670  HISTORY     - 20110921 GOOD             MNDT
 DK7670  HISTORY     - 20160907 GOOD             MNDT
 DK7670  HISTORY     - 20240820 GOOD             MNDT
 DK7670
 DK7670                          STATION DESCRIPTION
 DK7670
 DK7670'DESCRIBED BY MN DEPT OF TRANSP 2006
 DK7670'IN RUSHFORD, IN BRIDGE WALK IN SOUTHEAST CORNER OF TRUNK HIGHWAY 43
 DK7670'BRIDGE NUMBER 23022 OVER CREEK, 0.4 MI (0.6 KM) NORTH ALONG TRUNK
 DK7670'HIGHWAY 43 FROM THE JUNCTION OF TRUNK HIGHWAY 43 AND TRUNK HIGHWAY 30
 DK7670'IN RUSHFORD, AT TRUNK HIGHWAY 43 MILE POINT 22.80, 28.0 FT (8.5 M)
 DK7670'EAST OF TRUNK HIGHWAY 43.
 DK7670
 DK7670                          STATION RECOVERY (2011)
 DK7670
 DK7670'RECOVERY NOTE BY MN DEPT OF TRANSP 2011 (KMS)
 DK7670'IN RUSHFORD IN THE WALKWAY IN SOUTHEAST CORNER OF BRIDGE NUMBER 23022
 DK7670'OVER RUSH CREEK.
 DK7670
 DK7670                          STATION RECOVERY (2016)
 DK7670
 DK7670'RECOVERY NOTE BY MN DEPT OF TRANSP 2016 (KMS)
 DK7670'RECOVERED AS DESCRIBED.
 DK7670
 DK7670                          STATION RECOVERY (2024)
 DK7670
 DK7670'RECOVERY NOTE BY MN DEPT OF TRANSP 2024 (KMS)
 DK7670'IN RUSHFORD, 0.4 MI (0.6 KM) NORTH ALONG TRUNK HIGHWAY 43 FROM THE
 DK7670'JUNCTION OF TRUNK HIGHWAY 43 AND TRUNK HIGHWAY 30 IN RUSHFORD, AT
 DK7670'TRUNK HIGHWAY 43 MILE POINT 22.80, 28.0 FT (8.5 M) EAST OF TRUNK
 DK7670'HIGHWAY 43, IN A WALKWAY IN THE SOUTHEAST CORNER OF BRIDGE NUMBER
 DK7670'23022 OVER RUSH CREEK.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DK7671 ***********************************************************************
 DK7671  DESIGNATION -  2307 G
 DK7671  PID         -  DK7671
 DK7671  STATE/COUNTY-  MN/FILLMORE
 DK7671  COUNTRY     -  US
 DK7671  USGS QUAD   -  RUSHFORD WEST (2019)
 DK7671
 DK7671                         *CURRENT SURVEY CONTROL
 DK7671  ______________________________________________________________________
 DK7671* NAD 83(1986) POSITION- 43 50 07.7    (N) 091 45 40.4    (W)   HD_HELD2
 DK7671* NAVD 88 ORTHO HEIGHT -   245.846 (meters)      806.58  (feet) ADJUSTED
 DK7671  ______________________________________________________________________
 DK7671  GEOID HEIGHT    -        -30.326 (meters)                     GEOID18
 DK7671  DYNAMIC HEIGHT  -        245.803 (meters)      806.44  (feet) COMP
 DK7671  MODELED GRAVITY -    980,440.6   (mgal)                       NAVD 88
 DK7671
 DK7671  VERT ORDER      -  SECOND    CLASS I
 DK7671
 DK7671.The horizontal coordinates were established by autonomous hand held GPS
 DK7671.observations and have an estimated accuracy of +/- 10 meters.
 DK7671
 DK7671.The orthometric height was determined by differential leveling and
 DK7671.adjusted by the NATIONAL GEODETIC SURVEY
 DK7671.in May 2009.
 DK7671
 DK7671.Significant digits in the geoid height do not necessarily reflect accuracy.
 DK7671.GEOID18 height accuracy estimate available here.
 DK7671
 DK7671.Click photographs - Photos may exist for this station.
 DK7671
 DK7671.The dynamic height is computed by dividing the NAVD 88
 DK7671.geopotential number by the normal gravity value computed on the
 DK7671.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK7671.degrees latitude (g = 980.6199 gals.).
 DK7671
 DK7671.The modeled gravity was interpolated from observed gravity values.
 DK7671
 DK7671;                    North         East    Units  Estimated Accuracy
 DK7671;SPC MN S     -   195,297.      980,035.      MT  (+/- 10 meters HH2 GPS)
 DK7671
 DK7671_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWJ9959254345(NAD 83)
 DK7671
 DK7671                          SUPERSEDED SURVEY CONTROL
 DK7671
 DK7671.No superseded survey control is available for this station.
 DK7671
 DK7671_MARKER: DD = SURVEY DISK
 DK7671_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DK7671_SP_SET: BRIDGE RAILING
 DK7671_STAMPING: 2307 G 2006
 DK7671_MARK LOGO: MNDT
 DK7671_MAGNETIC: N = NO MAGNETIC MATERIAL
 DK7671_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DK7671_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DK7671+SATELLITE: SATELLITE OBSERVATIONS - September 07, 2016
 DK7671
 DK7671  HISTORY     - Date     Condition        Report By
 DK7671  HISTORY     - 20060820 MONUMENTED       MNDT
 DK7671  HISTORY     - 20160907 GOOD             MNDT
 DK7671
 DK7671                          STATION DESCRIPTION
 DK7671
 DK7671'DESCRIBED BY MN DEPT OF TRANSP 2006
 DK7671'2.0 MI (3.2 KM) NORTH OF RUSHFORD, IN SOUTHEAST CORNER OF TRUNK
 DK7671'HIGHWAY 43 BRIDGE NUMBER 23016, 2.3 MI (3.7 KM) NORTH ALONG TRUNK
 DK7671'HIGHWAY 43 FROM THE JUNCTION OF TRUNK HIGHWAY 43 AND TRUNK HIGHWAY 30
 DK7671'IN RUSHFORD, TO TRUNK HIGHWAY 43 MILE POINT 24.65, 23.4 FT (7.1 M)
 DK7671'SOUTHEAST OF TRUNK HIGHWAY 43.
 DK7671
 DK7671                          STATION RECOVERY (2016)
 DK7671
 DK7671'RECOVERY NOTE BY MN DEPT OF TRANSP 2016 (KMS)
 DK7671'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DQ6568 ***********************************************************************
 DQ6568  DESIGNATION -  2307 H
 DQ6568  PID         -  DQ6568
 DQ6568  STATE/COUNTY-  MN/FILLMORE
 DQ6568  COUNTRY     -  US
 DQ6568  USGS QUAD   -  RUSHFORD WEST (2019)
 DQ6568
 DQ6568                         *CURRENT SURVEY CONTROL
 DQ6568  ______________________________________________________________________
 DQ6568* NAD 83(1986) POSITION- 43 49 33.13   (N) 091 45 49.63   (W)   HD_HELD1
 DQ6568* NAVD 88 ORTHO HEIGHT -   242.746 (meters)      796.41  (feet) ADJUSTED
 DQ6568  ______________________________________________________________________
 DQ6568  GEOID HEIGHT    -        -30.323 (meters)                     GEOID18
 DQ6568  DYNAMIC HEIGHT  -        242.705 (meters)      796.27  (feet) COMP
 DQ6568  MODELED GRAVITY -    980,443.9   (mgal)                       NAVD 88
 DQ6568
 DQ6568  VERT ORDER      -  SECOND    CLASS I
 DQ6568
 DQ6568.The horizontal coordinates were determined by differentially corrected
 DQ6568.hand held GPS observations or other comparable positioning techniques
 DQ6568.and have an estimated accuracy of +/- 3 meters.
 DQ6568
 DQ6568.The orthometric height was determined by differential leveling and
 DQ6568.adjusted by the NATIONAL GEODETIC SURVEY
 DQ6568.in May 2019.
 DQ6568
 DQ6568.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ6568.GEOID18 height accuracy estimate available here.
 DQ6568
 DQ6568.Click photographs - Photos may exist for this station.
 DQ6568
 DQ6568.The dynamic height is computed by dividing the NAVD 88
 DQ6568.geopotential number by the normal gravity value computed on the
 DQ6568.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ6568.degrees latitude (g = 980.6199 gals.).
 DQ6568
 DQ6568.The modeled gravity was interpolated from observed gravity values.
 DQ6568
 DQ6568;                    North         East    Units  Estimated Accuracy
 DQ6568;SPC MN S     -   194,225.1     979,857.9     MT  (+/- 3 meters HH1 GPS) 
 DQ6568
 DQ6568_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWJ9940253275(NAD 83)
 DQ6568
 DQ6568                          SUPERSEDED SURVEY CONTROL
 DQ6568
 DQ6568.No superseded survey control is available for this station.
 DQ6568
 DQ6568_MARKER: I = METAL ROD
 DQ6568_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DQ6568_STAMPING: 2307 H 2016
 DQ6568_MARK LOGO: MNDT
 DQ6568_PROJECTION: RECESSED 8 CENTIMETERS
 DQ6568_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DQ6568_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ6568_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ6568+SATELLITE: SATELLITE OBSERVATIONS - August 20, 2024
 DQ6568_ROD/PIPE-DEPTH: 9.8 meters
 DQ6568
 DQ6568  HISTORY     - Date     Condition        Report By
 DQ6568  HISTORY     - 20161006 MONUMENTED       MNDT
 DQ6568  HISTORY     - 20240820 GOOD             MNDT
 DQ6568
 DQ6568                          STATION DESCRIPTION
 DQ6568
 DQ6568'DESCRIBED BY MN DEPT OF TRANSP 2016
 DQ6568'THE STATION IS LOCATED ABOUT 7.3 MI (11.7 KM) EAST OF ARENDAHL, 6.3 MI
 DQ6568'(10.1 KM) NORTH OF BRATSBERG AND 1.3 MI (2.1 KM) NORTH-NORTHWEST OF
 DQ6568'RUSHFORD.
 DQ6568'
 DQ6568'TO REACH THE MARK GO 1.4 MI (2.3 KM) NORTH ALONG TRUNK HIGHWAY 43 FROM
 DQ6568'THE JUNCTION OF TRUNK HIGHWAY 43 AND TRUNK HIGHWAY 30 IN RUSHFORD, AT
 DQ6568'TRUNK HIGHWAY MILE POINT 23.85.
 DQ6568'
 DQ6568'THE MARK IS LOCATED 58.0 FT (17.7 M) SOUTHWEST OF TRUNK HIGHWAY 43,
 DQ6568'1.5 FT (0.5 M) NORTHEAST OF A WITNESS POST.
 DQ6568'
 DQ6568'NOTE-THE STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM ROD
 DQ6568'DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION REMOVABLE DISK
 DQ6568'SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH PVC
 DQ6568'PIPE BACK FILLED WITH WASHED SAND.
 DQ6568
 DQ6568                          STATION RECOVERY (2024)
 DQ6568
 DQ6568'RECOVERY NOTE BY MN DEPT OF TRANSP 2024 (KMS)
 DQ6568'IN RUSHFORD, 1.4 MI (2.3 KM) NORTH ALONG TRUNK HIGHWAY 43 FROM THE
 DQ6568'JUNCTION OF TRUNK HIGHWAY 43 AND TRUNK HIGHWAY 30 IN RUSHFORD, AT
 DQ6568'TRUNK HIGHWAY MILE POINT 23.85, 58.0 FT (17.7 M) SOUTHWEST OF TRUNK
 DQ6568'HIGHWAY 43, 1.5 FT (0.5 M) NORTHEAST OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DQ6569 ***********************************************************************
 DQ6569  DESIGNATION -  2307 J
 DQ6569  PID         -  DQ6569
 DQ6569  STATE/COUNTY-  MN/FILLMORE
 DQ6569  COUNTRY     -  US
 DQ6569  USGS QUAD   -  RUSHFORD WEST (2019)
 DQ6569
 DQ6569                         *CURRENT SURVEY CONTROL
 DQ6569  ______________________________________________________________________
 DQ6569* NAD 83(1986) POSITION- 43 50 06.71   (N) 091 45 45.62   (W)   HD_HELD1
 DQ6569* NAVD 88 ORTHO HEIGHT -   243.524 (meters)      798.96  (feet) ADJUSTED
 DQ6569  ______________________________________________________________________
 DQ6569  GEOID HEIGHT    -        -30.324 (meters)                     GEOID18
 DQ6569  DYNAMIC HEIGHT  -        243.482 (meters)      798.82  (feet) COMP
 DQ6569  MODELED GRAVITY -    980,440.6   (mgal)                       NAVD 88
 DQ6569
 DQ6569  VERT ORDER      -  SECOND    CLASS I
 DQ6569
 DQ6569.The horizontal coordinates were determined by differentially corrected
 DQ6569.hand held GPS observations or other comparable positioning techniques
 DQ6569.and have an estimated accuracy of +/- 3 meters.
 DQ6569
 DQ6569.The orthometric height was determined by differential leveling and
 DQ6569.adjusted by the NATIONAL GEODETIC SURVEY
 DQ6569.in May 2019.
 DQ6569
 DQ6569.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ6569.GEOID18 height accuracy estimate available here.
 DQ6569
 DQ6569.Click photographs - Photos may exist for this station.
 DQ6569
 DQ6569.The dynamic height is computed by dividing the NAVD 88
 DQ6569.geopotential number by the normal gravity value computed on the
 DQ6569.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ6569.degrees latitude (g = 980.6199 gals.).
 DQ6569
 DQ6569.The modeled gravity was interpolated from observed gravity values.
 DQ6569
 DQ6569;                    North         East    Units  Estimated Accuracy
 DQ6569;SPC MN S     -   195,263.5     979,919.1     MT  (+/- 3 meters HH1 GPS) 
 DQ6569
 DQ6569_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWJ9947654312(NAD 83)
 DQ6569
 DQ6569                          SUPERSEDED SURVEY CONTROL
 DQ6569
 DQ6569.No superseded survey control is available for this station.
 DQ6569
 DQ6569_MARKER: I = METAL ROD
 DQ6569_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DQ6569_STAMPING: 2307 J 2016
 DQ6569_MARK LOGO: MNDT
 DQ6569_PROJECTION: RECESSED 5 CENTIMETERS
 DQ6569_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DQ6569_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ6569_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ6569+SATELLITE: SATELLITE OBSERVATIONS - August 20, 2024
 DQ6569_ROD/PIPE-DEPTH: 10.4 meters
 DQ6569
 DQ6569  HISTORY     - Date     Condition        Report By
 DQ6569  HISTORY     - 20161005 MONUMENTED       MNDT
 DQ6569  HISTORY     - 20201208 GOOD             MNDT
 DQ6569  HISTORY     - 20240820 GOOD             MNDT
 DQ6569
 DQ6569                          STATION DESCRIPTION
 DQ6569
 DQ6569'DESCRIBED BY MN DEPT OF TRANSP 2016
 DQ6569'THE STATION IS LOCATED ABOUT 7.4 MI (11.9 KM) EAST OF ARENDAHL, 6.9 MI
 DQ6569'(11.1 KM) NORTH OF BRATSBERG AND 1.9 MI (3.1 KM) NORTH-NORTHWEST OF
 DQ6569'RUSHFORD.
 DQ6569'
 DQ6569'TO REACH THE MARK GO 2.15 MI (3.46 KM) NORTH ALONG TRUNK HIGHWAY 43
 DQ6569'FROM THE JUNCTION OF TRUNK HIGHWAY 43 AND TRUNK HIGHWAY 30 IN
 DQ6569'RUSHFORD, AT TRUNK HIGHWAY MILE POINT 24.6.
 DQ6569'
 DQ6569'THE MARK IS LOCATED 72.0 FT (21.9 M) NORTH-NORTHWEST OF TRUNK HIGHWAY
 DQ6569'43, 18.5 FT (5.6 M) WEST-NORTHWEST OF A FIELD ENTRANCE, 1.5 FT (0.5 M)
 DQ6569'SOUTH-SOUTHWEST OF A WITNESS POST.
 DQ6569'
 DQ6569'NOTE-THE STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM ROD
 DQ6569'DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION REMOVABLE DISK
 DQ6569'SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH PVC
 DQ6569'PIPE BACK FILLED WITH WASHED SAND.
 DQ6569
 DQ6569                          STATION RECOVERY (2020)
 DQ6569
 DQ6569'RECOVERY NOTE BY MN DEPT OF TRANSP 2020 (KMS)
 DQ6569'RECOVERED IN GOOD CONDITION.
 DQ6569
 DQ6569                          STATION RECOVERY (2024)
 DQ6569
 DQ6569'RECOVERY NOTE BY MN DEPT OF TRANSP 2024 (KMS)
 DQ6569'IN RUSHFORD, 2.15 MI (3.46 KM) NORTH ALONG TRUNK HIGHWAY 43 FROM THE
 DQ6569'JUNCTION OF TRUNK HIGHWAY 43 AND TRUNK HIGHWAY 30 IN RUSHFORD, AT
 DQ6569'TRUNK HIGHWAY MILE POINT 24.6, 72.0 FT (21.9 M) NORTH-NORTHWEST OF
 DQ6569'TRUNK HIGHWAY 43, 18.5 FT (5.6 M) WEST-NORTHWEST OF A FIELD ENTRANCE,
 DQ6569'1.5 FT (0.5 M) SOUTH-SOUTHWEST OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DQ6570 ***********************************************************************
 DQ6570  DESIGNATION -  2307 K
 DQ6570  PID         -  DQ6570
 DQ6570  STATE/COUNTY-  MN/FILLMORE
 DQ6570  COUNTRY     -  US
 DQ6570  USGS QUAD   -  RUSHFORD WEST (2019)
 DQ6570
 DQ6570                         *CURRENT SURVEY CONTROL
 DQ6570  ______________________________________________________________________
 DQ6570* NAD 83(1986) POSITION- 43 50 45.52   (N) 091 45 11.95   (W)   HD_HELD1
 DQ6570* NAVD 88 ORTHO HEIGHT -   314.149 (meters)     1030.67  (feet) ADJUSTED
 DQ6570  ______________________________________________________________________
 DQ6570  GEOID HEIGHT    -        -30.333 (meters)                     GEOID18
 DQ6570  DYNAMIC HEIGHT  -        314.095 (meters)     1030.49  (feet) COMP
 DQ6570  MODELED GRAVITY -    980,436.4   (mgal)                       NAVD 88
 DQ6570
 DQ6570  VERT ORDER      -  SECOND    CLASS I
 DQ6570
 DQ6570.The horizontal coordinates were determined by differentially corrected
 DQ6570.hand held GPS observations or other comparable positioning techniques
 DQ6570.and have an estimated accuracy of +/- 3 meters.
 DQ6570
 DQ6570.The orthometric height was determined by differential leveling and
 DQ6570.adjusted by the NATIONAL GEODETIC SURVEY
 DQ6570.in May 2019.
 DQ6570
 DQ6570.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ6570.GEOID18 height accuracy estimate available here.
 DQ6570
 DQ6570.Click photographs - Photos may exist for this station.
 DQ6570
 DQ6570.The dynamic height is computed by dividing the NAVD 88
 DQ6570.geopotential number by the normal gravity value computed on the
 DQ6570.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ6570.degrees latitude (g = 980.6199 gals.).
 DQ6570
 DQ6570.The modeled gravity was interpolated from observed gravity values.
 DQ6570
 DQ6570;                    North         East    Units  Estimated Accuracy
 DQ6570;SPC MN S     -   196,481.5     980,638.1     MT  (+/- 3 meters HH1 GPS) 
 DQ6570
 DQ6570_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXJ0021055521(NAD 83)
 DQ6570
 DQ6570                          SUPERSEDED SURVEY CONTROL
 DQ6570
 DQ6570.No superseded survey control is available for this station.
 DQ6570
 DQ6570_MARKER: I = METAL ROD
 DQ6570_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DQ6570_STAMPING: 2307 K 2016
 DQ6570_MARK LOGO: MNDT
 DQ6570_PROJECTION: RECESSED 8 CENTIMETERS
 DQ6570_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DQ6570_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ6570_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ6570+SATELLITE: SATELLITE OBSERVATIONS - August 20, 2024
 DQ6570_ROD/PIPE-DEPTH: 3.4 meters
 DQ6570
 DQ6570  HISTORY     - Date     Condition        Report By
 DQ6570  HISTORY     - 20161005 MONUMENTED       MNDT
 DQ6570  HISTORY     - 20240820 GOOD             MNDT
 DQ6570
 DQ6570                          STATION DESCRIPTION
 DQ6570
 DQ6570'DESCRIBED BY MN DEPT OF TRANSP 2016
 DQ6570'THE STATION IS LOCATED ABOUT 7.9 MI (12.7 KM) EAST OF ARENDAHL, 7.7 MI
 DQ6570'(12.4 KM) NORTH OF BRATSBERG AND 2.6 MI (4.2 KM) NORTH OF RUSHFORD.
 DQ6570'
 DQ6570'TO REACH THE MARK GO 3.1 MI (5.0 KM) NORTH ALONG TRUNK HIGHWAY 43 FROM
 DQ6570'THE JUNCTION OF TRUNK HIGHWAY 43 AND TRUNK HIGHWAY 30 IN RUSHFORD, AT
 DQ6570'TRUNK HIGHWAY MILE POINT 25.6.
 DQ6570'
 DQ6570'THE MARK IS LOCATED 57.0 FT (17.4 M) NORTHWEST OF TRUNK HIGHWAY 43,
 DQ6570'111.3 FT (33.9 M) NORTHEAST OF ENTRANCE TO GRAVEL PIT, 1.5 FT (0.5 M)
 DQ6570'SOUTHEAST OF A WITNESS POST.
 DQ6570'
 DQ6570'NOTE-THE STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM ROD
 DQ6570'DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION REMOVABLE DISK
 DQ6570'SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH PVC
 DQ6570'PIPE BACK FILLED WITH WASHED SAND.
 DQ6570
 DQ6570                          STATION RECOVERY (2024)
 DQ6570
 DQ6570'RECOVERY NOTE BY MN DEPT OF TRANSP 2024 (KMS)
 DQ6570'IN RUSHFORD, 3.1 MI (5.0 KM) NORTH ALONG TRUNK HIGHWAY 43 FROM THE
 DQ6570'JUNCTION OF TRUNK HIGHWAY 43 AND TRUNK HIGHWAY 30 IN RUSHFORD, AT
 DQ6570'TRUNK HIGHWAY MILE POINT 25.6, 57.0 FT (17.4 M) NORTHWEST OF TRUNK
 DQ6570'HIGHWAY 43, 111.3 FT (33.9 M) NORTHEAST OF AN ENTRANCE TO A GRAVEL
 DQ6570'PIT, 1.5 FT (0.5 M) SOUTHEAST OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 ON1216 ***********************************************************************
 ON1216  DESIGNATION -  2308 A
 ON1216  PID         -  ON1216
 ON1216  STATE/COUNTY-  MN/FILLMORE
 ON1216  COUNTRY     -  US
 ON1216  USGS QUAD   -  MABEL (2019)
 ON1216
 ON1216                         *CURRENT SURVEY CONTROL
 ON1216  ______________________________________________________________________
 ON1216* NAD 83(1986) POSITION- 43 30 54.79   (N) 091 52 05.09   (W)   HD_HELD1
 ON1216* NAVD 88 ORTHO HEIGHT -   403.777 (meters)     1324.73  (feet) ADJUSTED
 ON1216  ______________________________________________________________________
 ON1216  GEOID HEIGHT    -        -30.136 (meters)                     GEOID18
 ON1216  DYNAMIC HEIGHT  -        403.691 (meters)     1324.44  (feet) COMP
 ON1216  MODELED GRAVITY -    980,393.4   (mgal)                       NAVD 88
 ON1216
 ON1216  VERT ORDER      -  SECOND    CLASS I
 ON1216
 ON1216.The horizontal coordinates were determined by differentially corrected
 ON1216.hand held GPS observations or other comparable positioning techniques
 ON1216.and have an estimated accuracy of +/- 3 meters.
 ON1216
 ON1216.The orthometric height was determined by differential leveling and
 ON1216.adjusted by the NATIONAL GEODETIC SURVEY
 ON1216.in June 1991.
 ON1216
 ON1216.Significant digits in the geoid height do not necessarily reflect accuracy.
 ON1216.GEOID18 height accuracy estimate available here.
 ON1216
 ON1216.Click photographs - Photos may exist for this station.
 ON1216
 ON1216.The dynamic height is computed by dividing the NAVD 88
 ON1216.geopotential number by the normal gravity value computed on the
 ON1216.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ON1216.degrees latitude (g = 980.6199 gals.).
 ON1216
 ON1216.The modeled gravity was interpolated from observed gravity values.
 ON1216
 ON1216;                    North         East    Units  Estimated Accuracy
 ON1216;SPC MN S     -   159,496.7     972,371.6     MT  (+/- 3 meters HH1 GPS) 
 ON1216
 ON1216_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWJ9148618653(NAD 83)
 ON1216
 ON1216                          SUPERSEDED SURVEY CONTROL
 ON1216
 ON1216.No superseded survey control is available for this station.
 ON1216
 ON1216_MARKER: DV = VERTICAL CONTROL DISK
 ON1216_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 ON1216_STAMPING: 2308 A 1981
 ON1216_MARK LOGO: MNDT
 ON1216_PROJECTION: FLUSH
 ON1216_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 ON1216_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 ON1216_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ON1216+SATELLITE: SATELLITE OBSERVATIONS - July 24, 2024
 ON1216
 ON1216  HISTORY     - Date     Condition        Report By
 ON1216  HISTORY     - 1981     MONUMENTED       MNDT
 ON1216  HISTORY     - 20071003 GOOD             MNDT
 ON1216  HISTORY     - 20201209 GOOD             MNDT
 ON1216  HISTORY     - 20230411 GOOD             MNDT
 ON1216  HISTORY     - 20240724 GOOD             MNDT
 ON1216
 ON1216                          STATION DESCRIPTION
 ON1216
 ON1216'DESCRIBED BY MN DEPT OF TRANSP 1981
 ON1216'0.3 MI NORTH FROM PROSPER.
 ON1216'THE MARK IS LOCATED ABOUT 1/4 MILE NORTH OF THE TOWN OF PROSPER, IN
 ON1216'THE SW 1/4 OF SECTION 25, T101N, R9W, 0.3 MILE NORTH ALONG TRUNK
 ON1216'HIGHWAY 52 FROM ITS JUNCTION WITH COUNTY ROAD 113 AT PROSPER OR 5.0
 ON1216'MILES WEST ALONG TRUNK HIGHWAY 52 FROM MABEL, AT THE SOUTHWEST CORNER
 ON1216'OF THE PROSPER CEMETERY, 400 FEET EAST OF THE CENTERLINE OF TRUNK
 ON1216'HIGHWAY 52, 74.0 FEET NORTH OF THE CENTERLINE OF TRUNK HIGHWAY 44, 11
 ON1216'FEET SOUTHWEST OF THE CENTER OF SEVEN CEDAR TREES, 2.0 FEET SOUTH OF A
 ON1216'WOOD END FENCE POST, AND 0.8 FOOT SOUTH OF A STEEL WITNESS POST.  THE
 ON1216'MARK, A STANDARD MNDT VERTICAL CONTROL MONUMENT DISK
 ON1216'STAMPED---2308 A 1981---, IS SET ON THE TOP OF A 5/8 INCH DIAMETER BY
 ON1216'13 FOOT LONG DRIVEN COPPER CLAD STEEL ROD THAT IS FLUSH WITH THE
 ON1216'SURFACE OF THE GROUND.
 ON1216
 ON1216                          STATION RECOVERY (2007)
 ON1216
 ON1216'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (MPP)
 ON1216'THE STATION IS LOCATED ABOUT 7.6 MI (12.2 KM) EAST-SOUTHEAST OF
 ON1216'HARMONY, 5.0 MI (8.0 KM) WEST OF MABEL, 3.3 MI (5.3 KM) EAST-SOUTHEAST
 ON1216'OF CANTON AND 0.25 MI (0.4 KM) NORTH OF PROSPER.  FROM THE JUNCTION OF
 ON1216'US 52 AND TRUNK HIGHWAY 44 GO EAST 435 FT (132.6 M) TO TRUNK HIGHWAY
 ON1216'44 MILE POINT 30.0, THE STATION IS FOUND AT THE SOUTHWEST CORNER OF
 ON1216'PROSPER CEMETERY, 74.0 FT (22.6 M) NORTH OF TRUNK HIGHWAY 44, 2.0 FT
 ON1216'(0.6 M) SOUTH OF A FENCE POST, 0.8 FT (0.2 M) SOUTH OF ITS WITNESS
 ON1216'POST.
 ON1216
 ON1216                          STATION RECOVERY (2020)
 ON1216
 ON1216'RECOVERY NOTE BY MN DEPT OF TRANSP 2020 (KMS)
 ON1216'RECOVERED IN GOOD CONDITION.
 ON1216
 ON1216                          STATION RECOVERY (2023)
 ON1216
 ON1216'RECOVERY NOTE BY MN DEPT OF TRANSP 2023 (KMS)
 ON1216'RECOVERED AS DESCRIBED.
 ON1216
 ON1216                          STATION RECOVERY (2024)
 ON1216
 ON1216'RECOVERY NOTE BY MN DEPT OF TRANSP 2024 (KMS)
 ON1216'0.25 MI (0.40 KM) NORTH OF PROSPER, 0.3 MI (0.5 KM) NORTH ALONG TRUNK
 ON1216'HIGHWAY 52 FROM THE JUNCTION OF TRUNK HIGHWAY 52 AND COUNTY ROAD 113
 ON1216'IN PROSPER, THEN 0.1 MI (0.2 KM) EAST ON TRUNK HIGHWAY 44, AT TRUNK
 ON1216'HIGHWAY 44 MILE POINT 30.0, 400.0 FT (121.9 M) EAST OF TRUNK HIGHWAY
 ON1216'52, 74.0 FT (22.6 M) NORTH OF TRUNK HIGHWAY 44, AT THE SOUTHWEST
 ON1216'CORNER OF THE PROSPER CEMETERY, 2.0 FT (0.6 M) SOUTH OF A FENCE POST,
 ON1216'0.8 FT (24 CM) SOUTH OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 ON1214 ***********************************************************************
 ON1214  DESIGNATION -  2308 B
 ON1214  PID         -  ON1214
 ON1214  STATE/COUNTY-  MN/FILLMORE
 ON1214  COUNTRY     -  US
 ON1214  USGS QUAD   -  MABEL (2019)
 ON1214
 ON1214                         *CURRENT SURVEY CONTROL
 ON1214  ______________________________________________________________________
 ON1214* NAD 83(1986) POSITION- 43 30 54.1    (N) 091 51 32.8    (W)   HD_HELD2
 ON1214* NAVD 88 ORTHO HEIGHT -   386.210 (meters)     1267.09  (feet) ADJUSTED
 ON1214  ______________________________________________________________________
 ON1214  GEOID HEIGHT    -        -30.134 (meters)                     GEOID18
 ON1214  DYNAMIC HEIGHT  -        386.127 (meters)     1266.82  (feet) COMP
 ON1214  MODELED GRAVITY -    980,394.1   (mgal)                       NAVD 88
 ON1214
 ON1214  VERT ORDER      -  SECOND    CLASS I
 ON1214
 ON1214.The horizontal coordinates were established by autonomous hand held GPS
 ON1214.observations and have an estimated accuracy of +/- 10 meters.
 ON1214
 ON1214.The orthometric height was determined by differential leveling and
 ON1214.adjusted by the NATIONAL GEODETIC SURVEY
 ON1214.in June 1991.
 ON1214
 ON1214.Significant digits in the geoid height do not necessarily reflect accuracy.
 ON1214.GEOID18 height accuracy estimate available here.
 ON1214
 ON1214.Click photographs - Photos may exist for this station.
 ON1214
 ON1214.The dynamic height is computed by dividing the NAVD 88
 ON1214.geopotential number by the normal gravity value computed on the
 ON1214.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ON1214.degrees latitude (g = 980.6199 gals.).
 ON1214
 ON1214.The modeled gravity was interpolated from observed gravity values.
 ON1214
 ON1214;                    North         East    Units  Estimated Accuracy
 ON1214;SPC MN S     -   159,494.      973,097.      MT  (+/- 10 meters HH2 GPS)
 ON1214
 ON1214_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWJ9221118642(NAD 83)
 ON1214
 ON1214                          SUPERSEDED SURVEY CONTROL
 ON1214
 ON1214.No superseded survey control is available for this station.
 ON1214
 ON1214_MARKER: DV = VERTICAL CONTROL DISK
 ON1214_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 ON1214_SP_SET: BOX CULVERT 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     - 19810401 MONUMENTED       MNDT
 ON1214  HISTORY     - 20071003 GOOD             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.
 ON1214
 ON1214                          STATION RECOVERY (2007)
 ON1214
 ON1214'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (DRB)
 ON1214'4.5 MI (7.2 KM) WEST OF MABEL, 0.5 MI (0.8 KM) EAST OF THE JUNCTION OF
 ON1214'TRUNK HIGHWAY 44 AND TRUNK HIGHWAY 52 IN MABLE, IN SOUTHEAST CORNER OF
 ON1214'TRUNK HIGHWAY 44 DOUBLE BOX CULVERT, 56 FT (17.1 M) SOUTH OF TRUNK
 ON1214'HIGHWAY 44.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 ON1213 ***********************************************************************
 ON1213  DESIGNATION -  2308 C
 ON1213  PID         -  ON1213
 ON1213  STATE/COUNTY-  MN/FILLMORE
 ON1213  COUNTRY     -  US
 ON1213  USGS QUAD   -  MABEL (2019)
 ON1213
 ON1213                         *CURRENT SURVEY CONTROL
 ON1213  ______________________________________________________________________
 ON1213* NAD 83(1986) POSITION- 43 30 55.5    (N) 091 51 05.0    (W)   HD_HELD2
 ON1213* NAVD 88 ORTHO HEIGHT -   404.161 (meters)     1325.98  (feet) ADJUSTED
 ON1213  ______________________________________________________________________
 ON1213  GEOID HEIGHT    -        -30.132 (meters)                     GEOID18
 ON1213  DYNAMIC HEIGHT  -        404.075 (meters)     1325.70  (feet) COMP
 ON1213  MODELED GRAVITY -    980,394.7   (mgal)                       NAVD 88
 ON1213
 ON1213  VERT ORDER      -  SECOND    CLASS I
 ON1213
 ON1213.The horizontal coordinates were established by autonomous hand held GPS
 ON1213.observations and have an estimated accuracy of +/- 10 meters.
 ON1213
 ON1213.The orthometric height was determined by differential leveling and
 ON1213.adjusted by the NATIONAL GEODETIC SURVEY
 ON1213.in June 1991.
 ON1213
 ON1213.Significant digits in the geoid height do not necessarily reflect accuracy.
 ON1213.GEOID18 height accuracy estimate available here.
 ON1213
 ON1213.Click photographs - Photos may exist for this station.
 ON1213
 ON1213.The dynamic height is computed by dividing the NAVD 88
 ON1213.geopotential number by the normal gravity value computed on the
 ON1213.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ON1213.degrees latitude (g = 980.6199 gals.).
 ON1213
 ON1213.The modeled gravity was interpolated from observed gravity values.
 ON1213
 ON1213;                    North         East    Units  Estimated Accuracy
 ON1213;SPC MN S     -   159,554.      973,720.      MT  (+/- 10 meters HH2 GPS)
 ON1213
 ON1213_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWJ9283518694(NAD 83)
 ON1213
 ON1213                          SUPERSEDED SURVEY CONTROL
 ON1213
 ON1213.No superseded survey control is available for this station.
 ON1213
 ON1213_MARKER: DB = BENCH MARK DISK
 ON1213_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 ON1213+WITH SETTING: INFORMATION.
 ON1213_STAMPING: 2308 C 1981
 ON1213_MARK LOGO: MNDT
 ON1213_PROJECTION: FLUSH
 ON1213_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 ON1213_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ON1213+SATELLITE: SATELLITE OBSERVATIONS - October 03, 2007
 ON1213
 ON1213  HISTORY     - Date     Condition        Report By
 ON1213  HISTORY     - 19810401 MONUMENTED       MNDT
 ON1213  HISTORY     - 20071003 GOOD             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.
 ON1213
 ON1213                          STATION RECOVERY (2007)
 ON1213
 ON1213'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (DRB)
 ON1213'4.0 MI (6.4 KM) WEST OF MABEL, 0.95 MI (1.53 KM) EAST OF THE JUNCTION
 ON1213'OF TRUNK HIGHWAY 44 AND TRUNK HIGHWAY 52 IN MABLE, 440 FT (134.1 M)
 ON1213'WEST OF TRUNK HIGHWAY 44 MILEPOST 31, 74.4 FT (22.7 M) NORTH OF TRUNK
 ON1213'HIGHWAY 44, 380 FT (115.8 M) WEST OF TEE-ROAD SOUTH, 0.5 FT (15 CM)
 ON1213'SOUTH OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 ON1212 ***********************************************************************
 ON1212  DESIGNATION -  2308 D
 ON1212  PID         -  ON1212
 ON1212  STATE/COUNTY-  MN/FILLMORE
 ON1212  COUNTRY     -  US
 ON1212  USGS QUAD   -  MABEL (2019)
 ON1212
 ON1212                         *CURRENT SURVEY CONTROL
 ON1212  ______________________________________________________________________
 ON1212* NAD 83(1986) POSITION- 43 30 55.2    (N) 091 50 34.6    (W)   HD_HELD2
 ON1212* NAVD 88 ORTHO HEIGHT -   398.182 (meters)     1306.37  (feet) ADJUSTED
 ON1212  ______________________________________________________________________
 ON1212  GEOID HEIGHT    -        -30.131 (meters)                     GEOID18
 ON1212  DYNAMIC HEIGHT  -        398.098 (meters)     1306.09  (feet) COMP
 ON1212  MODELED GRAVITY -    980,395.3   (mgal)                       NAVD 88
 ON1212
 ON1212  VERT ORDER      -  SECOND    CLASS I
 ON1212
 ON1212.The horizontal coordinates were established by autonomous hand held GPS
 ON1212.observations and have an estimated accuracy of +/- 10 meters.
 ON1212
 ON1212.The orthometric height was determined by differential leveling and
 ON1212.adjusted by the NATIONAL GEODETIC SURVEY
 ON1212.in June 1991.
 ON1212
 ON1212.Significant digits in the geoid height do not necessarily reflect accuracy.
 ON1212.GEOID18 height accuracy estimate available here.
 ON1212
 ON1212.Click photographs - Photos may exist for this station.
 ON1212
 ON1212.The dynamic height is computed by dividing the NAVD 88
 ON1212.geopotential number by the normal gravity value computed on the
 ON1212.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ON1212.degrees latitude (g = 980.6199 gals.).
 ON1212
 ON1212.The modeled gravity was interpolated from observed gravity values.
 ON1212
 ON1212;                    North         East    Units  Estimated Accuracy
 ON1212;SPC MN S     -   159,563.      974,403.      MT  (+/- 10 meters HH2 GPS)
 ON1212
 ON1212_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWJ9351818694(NAD 83)
 ON1212
 ON1212                          SUPERSEDED SURVEY CONTROL
 ON1212
 ON1212.No superseded survey control is available for this station.
 ON1212
 ON1212_MARKER: DB = BENCH MARK DISK
 ON1212_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 ON1212_SP_SET: BOX CULVERT 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     - 19810401 MONUMENTED       MNDT
 ON1212  HISTORY     - 20071008 GOOD             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.
 ON1212
 ON1212                          STATION RECOVERY (2007)
 ON1212
 ON1212'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (DRB)
 ON1212'3.75 MI (6.03 KM) WEST OF MABEL, 1.3 MI (2.1 KM) EAST OF THE JUNCTION
 ON1212'OF TRUNK HIGHWAY 44 AND TRUNK HIGHWAY 52, IN NORTHEAST CORNER OF TRUNK
 ON1212'HIGHWAY 44 BOX CULVERT, 47.5 FT (14.5 M) NORTH OF TRUNK HIGHWAY 44,
 ON1212'0.7 FT (21 CM) SOUTHWEST OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 ON1211 ***********************************************************************
 ON1211  DESIGNATION -  2308 E
 ON1211  PID         -  ON1211
 ON1211  STATE/COUNTY-  MN/FILLMORE
 ON1211  COUNTRY     -  US
 ON1211  USGS QUAD   -  MABEL (2019)
 ON1211
 ON1211                         *CURRENT SURVEY CONTROL
 ON1211  ______________________________________________________________________
 ON1211* NAD 83(1986) POSITION- 43 30 54.3    (N) 091 50 14.4    (W)   HD_HELD2
 ON1211* NAVD 88 ORTHO HEIGHT -   385.401 (meters)     1264.44  (feet) ADJUSTED
 ON1211  ______________________________________________________________________
 ON1211  GEOID HEIGHT    -        -30.131 (meters)                     GEOID18
 ON1211  DYNAMIC HEIGHT  -        385.320 (meters)     1264.17  (feet) COMP
 ON1211  MODELED GRAVITY -    980,396.0   (mgal)                       NAVD 88
 ON1211
 ON1211  VERT ORDER      -  SECOND    CLASS I
 ON1211
 ON1211.The horizontal coordinates were established by autonomous hand held GPS
 ON1211.observations and have an estimated accuracy of +/- 10 meters.
 ON1211
 ON1211.The orthometric height was determined by differential leveling and
 ON1211.adjusted by the NATIONAL GEODETIC SURVEY
 ON1211.in June 1991.
 ON1211
 ON1211.Significant digits in the geoid height do not necessarily reflect accuracy.
 ON1211.GEOID18 height accuracy estimate available here.
 ON1211
 ON1211.Click photographs - Photos may exist for this station.
 ON1211
 ON1211.The dynamic height is computed by dividing the NAVD 88
 ON1211.geopotential number by the normal gravity value computed on the
 ON1211.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ON1211.degrees latitude (g = 980.6199 gals.).
 ON1211
 ON1211.The modeled gravity was interpolated from observed gravity values.
 ON1211
 ON1211;                    North         East    Units  Estimated Accuracy
 ON1211;SPC MN S     -   159,547.      974,857.      MT  (+/- 10 meters HH2 GPS)
 ON1211
 ON1211_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWJ9397118673(NAD 83)
 ON1211
 ON1211                          SUPERSEDED SURVEY CONTROL
 ON1211
 ON1211.No superseded survey control is available for this station.
 ON1211
 ON1211_MARKER: DV = VERTICAL CONTROL DISK
 ON1211_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 ON1211_SP_SET: BOX CULVERT 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     - 19810401 MONUMENTED       MNDT
 ON1211  HISTORY     - 20071008 GOOD             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.
 ON1211
 ON1211                          STATION RECOVERY (2007)
 ON1211
 ON1211'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (DRB)
 ON1211'3.25 MI (5.23 KM) WEST OF MABEL, 1.65 MI (2.65 KM) EAST OF THE
 ON1211'JUNCTION OF TRUNK HIGHWAY 44 AND TRUNK HIGHWAY 52 IN MABLE, IN
 ON1211'SOUTHEAST CORNER OF TRUNK HIGHWAY 44 BOX CULVERT, 30.5 FT (9.3 M)
 ON1211'SOUTH OF TRUNK HIGHWAY 44, 1.0 FT (0.3 M) NORTHWEST OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 ON1209 ***********************************************************************
 ON1209  DESIGNATION -  2308 G
 ON1209  PID         -  ON1209
 ON1209  STATE/COUNTY-  MN/FILLMORE
 ON1209  COUNTRY     -  US
 ON1209  USGS QUAD   -  MABEL (2019)
 ON1209
 ON1209                         *CURRENT SURVEY CONTROL
 ON1209  ______________________________________________________________________
 ON1209* NAD 83(1986) POSITION- 43 30 53.0    (N) 091 48 58.8    (W)   HD_HELD2
 ON1209* NAVD 88 ORTHO HEIGHT -   364.018 (meters)     1194.28  (feet) ADJUSTED
 ON1209  ______________________________________________________________________
 ON1209  GEOID HEIGHT    -        -30.134 (meters)                     GEOID18
 ON1209  DYNAMIC HEIGHT  -        363.941 (meters)     1194.03  (feet) COMP
 ON1209  MODELED GRAVITY -    980,398.7   (mgal)                       NAVD 88
 ON1209
 ON1209  VERT ORDER      -  SECOND    CLASS I
 ON1209
 ON1209.The horizontal coordinates were established by autonomous hand held GPS
 ON1209.observations and have an estimated accuracy of +/- 10 meters.
 ON1209
 ON1209.The orthometric height was determined by differential leveling and
 ON1209.adjusted by the NATIONAL GEODETIC SURVEY
 ON1209.in June 1991.
 ON1209
 ON1209.Significant digits in the geoid height do not necessarily reflect accuracy.
 ON1209.GEOID18 height accuracy estimate available here.
 ON1209
 ON1209.Click photographs - Photos may exist for this station.
 ON1209
 ON1209.The dynamic height is computed by dividing the NAVD 88
 ON1209.geopotential number by the normal gravity value computed on the
 ON1209.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ON1209.degrees latitude (g = 980.6199 gals.).
 ON1209
 ON1209.The modeled gravity was interpolated from observed gravity values.
 ON1209
 ON1209;                    North         East    Units  Estimated Accuracy
 ON1209;SPC MN S     -   159,552.      976,556.      MT  (+/- 10 meters HH2 GPS)
 ON1209
 ON1209_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWJ9566918656(NAD 83)
 ON1209
 ON1209                          SUPERSEDED SURVEY CONTROL
 ON1209
 ON1209.No superseded survey control is available for this station.
 ON1209
 ON1209_MARKER: DV = VERTICAL CONTROL DISK
 ON1209_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 ON1209_SP_SET: BOX CULVERT 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     - 19810401 MONUMENTED       MNDT
 ON1209  HISTORY     - 20071008 GOOD             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.
 ON1209
 ON1209                          STATION RECOVERY (2007)
 ON1209
 ON1209'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (DRB)
 ON1209'3.0 MI (4.8 KM) WEST OF MABEL, 2.1 MI (3.4 KM) EAST OF THE JUNCTION OF
 ON1209'TRUNK HIGHWAY 44 AND TRUNK HIGHWAY 52 IN MABLE, IN SOUTHEAST CORNER OF
 ON1209'TRUNK HIGHWAY 44 BOX CULVERT, 35.9 FT (10.9 M) SOUTH OF TRUNK HIGHWAY
 ON1209'44, 0.8 FT (24 CM) WEST OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 ON1208 ***********************************************************************
 ON1208  DESIGNATION -  2308 H
 ON1208  PID         -  ON1208
 ON1208  STATE/COUNTY-  MN/FILLMORE
 ON1208  COUNTRY     -  US
 ON1208  USGS QUAD   -  MABEL (2019)
 ON1208
 ON1208                         *CURRENT SURVEY CONTROL
 ON1208  ______________________________________________________________________
 ON1208* NAD 83(1986) POSITION- 43 30 55.01   (N) 091 48 04.97   (W)   HD_HELD1
 ON1208* NAVD 88 ORTHO HEIGHT -   349.694 (meters)     1147.29  (feet) ADJUSTED
 ON1208  ______________________________________________________________________
 ON1208  GEOID HEIGHT    -        -30.141 (meters)                     GEOID18
 ON1208  DYNAMIC HEIGHT  -        349.622 (meters)     1147.05  (feet) COMP
 ON1208  MODELED GRAVITY -    980,402.3   (mgal)                       NAVD 88
 ON1208
 ON1208  VERT ORDER      -  SECOND    CLASS I
 ON1208
 ON1208.The horizontal coordinates were determined by differentially corrected
 ON1208.hand held GPS observations or other comparable positioning techniques
 ON1208.and have an estimated accuracy of +/- 3 meters.
 ON1208
 ON1208.The orthometric height was determined by differential leveling and
 ON1208.adjusted by the NATIONAL GEODETIC SURVEY
 ON1208.in June 1991.
 ON1208
 ON1208.Significant digits in the geoid height do not necessarily reflect accuracy.
 ON1208.GEOID18 height accuracy estimate available here.
 ON1208
 ON1208.Click photographs - Photos may exist for this station.
 ON1208
 ON1208.The dynamic height is computed by dividing the NAVD 88
 ON1208.geopotential number by the normal gravity value computed on the
 ON1208.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ON1208.degrees latitude (g = 980.6199 gals.).
 ON1208
 ON1208.The modeled gravity was interpolated from observed gravity values.
 ON1208
 ON1208;                    North         East    Units  Estimated Accuracy
 ON1208;SPC MN S     -   159,646.4     977,763.0     MT  (+/- 3 meters HH1 GPS) 
 ON1208
 ON1208_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWJ9687718736(NAD 83)
 ON1208
 ON1208                          SUPERSEDED SURVEY CONTROL
 ON1208
 ON1208.No superseded survey control is available for this station.
 ON1208
 ON1208_MARKER: DV = VERTICAL CONTROL DISK
 ON1208_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 ON1208_SP_SET: BOX CULVERT 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_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ON1208+SATELLITE: SATELLITE OBSERVATIONS - April 24, 2023
 ON1208
 ON1208  HISTORY     - Date     Condition        Report By
 ON1208  HISTORY     - 19810401 MONUMENTED       MNDT
 ON1208  HISTORY     - 20071008 GOOD             MNDT
 ON1208  HISTORY     - 20230424 GOOD             IADT
 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.
 ON1208
 ON1208                          STATION RECOVERY (2007)
 ON1208
 ON1208'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (DRB)
 ON1208'1.5 MI (2.4 KM) WEST OF MABEL, 3.4 MI (5.5 KM) EAST OF THE JUNCTION OF
 ON1208'TRUNK HIGHWAY 44 AND TRUNK HIGHWAY 52 IN MABLE, IN SOUTHEAST CORNER OF
 ON1208'TRUNK HIGHWAY 44 BOX CULVERT, 21.5 FT (6.6 M) SOUTH OF TRUNK HIGHWAY
 ON1208'44, 10.5 FT (3.2 M) EAST OF A WITNESS POST.
 ON1208
 ON1208                          STATION RECOVERY (2023)
 ON1208
 ON1208'RECOVERY NOTE BY IOWA DEPARTMENT OF TRANSPORTATION 2023 (GAT)
 ON1208'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 ON1207 ***********************************************************************
 ON1207  DESIGNATION -  2308 J
 ON1207  PID         -  ON1207
 ON1207  STATE/COUNTY-  MN/FILLMORE
 ON1207  COUNTRY     -  US
 ON1207  USGS QUAD   -  MABEL (2019)
 ON1207
 ON1207                         *CURRENT SURVEY CONTROL
 ON1207  ______________________________________________________________________
 ON1207* NAD 83(1986) POSITION- 43 30 55.6    (N) 091 47 42.4    (W)   HD_HELD2
 ON1207* NAVD 88 ORTHO HEIGHT -   347.022 (meters)     1138.52  (feet) ADJUSTED
 ON1207  ______________________________________________________________________
 ON1207  GEOID HEIGHT    -        -30.144 (meters)                     GEOID18
 ON1207  DYNAMIC HEIGHT  -        346.951 (meters)     1138.29  (feet) COMP
 ON1207  MODELED GRAVITY -    980,403.8   (mgal)                       NAVD 88
 ON1207
 ON1207  VERT ORDER      -  SECOND    CLASS I
 ON1207
 ON1207.The horizontal coordinates were established by autonomous hand held GPS
 ON1207.observations and have an estimated accuracy of +/- 10 meters.
 ON1207
 ON1207.The orthometric height was determined by differential leveling and
 ON1207.adjusted by the NATIONAL GEODETIC SURVEY
 ON1207.in June 1991.
 ON1207
 ON1207.Significant digits in the geoid height do not necessarily reflect accuracy.
 ON1207.GEOID18 height accuracy estimate available here.
 ON1207
 ON1207.Click photographs - Photos may exist for this station.
 ON1207
 ON1207.The dynamic height is computed by dividing the NAVD 88
 ON1207.geopotential number by the normal gravity value computed on the
 ON1207.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ON1207.degrees latitude (g = 980.6199 gals.).
 ON1207
 ON1207.The modeled gravity was interpolated from observed gravity values.
 ON1207
 ON1207;                    North         East    Units  Estimated Accuracy
 ON1207;SPC MN S     -   159,678.      978,269.      MT  (+/- 10 meters HH2 GPS)
 ON1207
 ON1207_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWJ9738318761(NAD 83)
 ON1207
 ON1207                          SUPERSEDED SURVEY CONTROL
 ON1207
 ON1207.No superseded survey control is available for this station.
 ON1207
 ON1207_MARKER: DV = VERTICAL CONTROL DISK
 ON1207_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 ON1207_SP_SET: BOX CULVERT 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     - 19810401 MONUMENTED       MNDT
 ON1207  HISTORY     - 20071008 GOOD             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.
 ON1207
 ON1207                          STATION RECOVERY (2007)
 ON1207
 ON1207'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (DRB)
 ON1207'1.25 MI (2.01 KM) WEST OF MABEL, 1.5 MI (2.4 KM) WEST OF THE JUNCTION
 ON1207'OF TRUNK HIGHWAY 44 AND TRUNK HIGHWAY 43 IN MABLE, IN SOUTHEAST CORNER
 ON1207'OF TRUNK HIGHWAY 44 BOX CULVERT, 27 FT (8.2 M) SOUTH OF TRUNK HIGHWAY
 ON1207'44, 12.25 FT (3.7 M) EAST OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 ON1206 ***********************************************************************
 ON1206  DESIGNATION -  2308 K 1
 ON1206  PID         -  ON1206
 ON1206  STATE/COUNTY-  MN/FILLMORE
 ON1206  COUNTRY     -  US
 ON1206  USGS QUAD   -  MABEL (2019)
 ON1206
 ON1206                         *CURRENT SURVEY CONTROL
 ON1206  ______________________________________________________________________
 ON1206* NAD 83(1986) POSITION- 43 31 02.6    (N) 091 47 02.1    (W)   HD_HELD2
 ON1206* NAVD 88 ORTHO HEIGHT -   345.023 (meters)     1131.96  (feet) ADJUSTED
 ON1206  ______________________________________________________________________
 ON1206  GEOID HEIGHT    -        -30.152 (meters)                     GEOID18
 ON1206  DYNAMIC HEIGHT  -        344.954 (meters)     1131.74  (feet) COMP
 ON1206  MODELED GRAVITY -    980,409.2   (mgal)                       NAVD 88
 ON1206
 ON1206  VERT ORDER      -  SECOND    CLASS I
 ON1206
 ON1206.The horizontal coordinates were established by autonomous hand held GPS
 ON1206.observations and have an estimated accuracy of +/- 10 meters.
 ON1206
 ON1206.The orthometric height was determined by differential leveling and
 ON1206.adjusted by the NATIONAL GEODETIC SURVEY
 ON1206.in June 1991.
 ON1206
 ON1206.Significant digits in the geoid height do not necessarily reflect accuracy.
 ON1206.GEOID18 height accuracy estimate available here.
 ON1206
 ON1206.Click photographs - Photos may exist for this station.
 ON1206
 ON1206.The dynamic height is computed by dividing the NAVD 88
 ON1206.geopotential number by the normal gravity value computed on the
 ON1206.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ON1206.degrees latitude (g = 980.6199 gals.).
 ON1206
 ON1206.The modeled gravity was interpolated from observed gravity values.
 ON1206
 ON1206;                    North         East    Units  Estimated Accuracy
 ON1206;SPC MN S     -   159,919.      979,168.      MT  (+/- 10 meters HH2 GPS)
 ON1206
 ON1206_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWJ9828518990(NAD 83)
 ON1206
 ON1206                          SUPERSEDED SURVEY CONTROL
 ON1206
 ON1206.No superseded survey control is available for this station.
 ON1206
 ON1206_MARKER: DV = VERTICAL CONTROL DISK
 ON1206_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 ON1206_SP_SET: BOX CULVERT HEADWALL
 ON1206_STAMPING: 2308 K 1 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     - 19810401 MONUMENTED       MNDT
 ON1206  HISTORY     - 20071003 GOOD             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.
 ON1206
 ON1206                          STATION RECOVERY (2007)
 ON1206
 ON1206'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (DRB)
 ON1206'0.75 MI (1.21 KM) WEST OF MABEL, 0.75 MI (1.21 KM) WEST OF THE
 ON1206'JUNCTION OF COUNTY ROAD 34 (PRAIRIE AVENUE) AND TRUNK HIGHWAY 43, IN
 ON1206'NORTHEAST CORNER OF SOUTHWEST HEADWALL OF BOX CULVERT, 22.0 FT (6.7 M)
 ON1206'SOUTHEAST OF COUNTY ROAD 34.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DR9336 ***********************************************************************
 DR9336  DESIGNATION -  2308 K RESET
 DR9336  PID         -  DR9336
 DR9336  STATE/COUNTY-  MN/FILLMORE
 DR9336  COUNTRY     -  US
 DR9336  USGS QUAD   -  MABEL (2019)
 DR9336
 DR9336                         *CURRENT SURVEY CONTROL
 DR9336  ______________________________________________________________________
 DR9336* NAD 83(1986) POSITION- 43 30 57.98   (N) 091 47 24.71   (W)   HD_HELD1
 DR9336* NAVD 88 ORTHO HEIGHT -   346.384 (meters)     1136.43  (feet) ADJUSTED
 DR9336  ______________________________________________________________________
 DR9336  GEOID HEIGHT    -        -30.147 (meters)                     GEOID18
 DR9336  DYNAMIC HEIGHT  -        346.313 (meters)     1136.20  (feet) COMP
 DR9336  MODELED GRAVITY -    980,405.9   (mgal)                       NAVD 88
 DR9336
 DR9336  VERT ORDER      -  SECOND    CLASS I
 DR9336
 DR9336.The horizontal coordinates were determined by differentially corrected
 DR9336.hand held GPS observations or other comparable positioning techniques
 DR9336.and have an estimated accuracy of +/- 3 meters.
 DR9336
 DR9336.The orthometric height was determined by differential leveling and
 DR9336.adjusted by the NATIONAL GEODETIC SURVEY
 DR9336.in February 2024.
 DR9336
 DR9336.Significant digits in the geoid height do not necessarily reflect accuracy.
 DR9336.GEOID18 height accuracy estimate available here.
 DR9336
 DR9336.Click photographs - Photos may exist for this station.
 DR9336
 DR9336.The dynamic height is computed by dividing the NAVD 88
 DR9336.geopotential number by the normal gravity value computed on the
 DR9336.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DR9336.degrees latitude (g = 980.6199 gals.).
 DR9336
 DR9336.The modeled gravity was interpolated from observed gravity values.
 DR9336
 DR9336;                    North         East    Units  Estimated Accuracy
 DR9336;SPC MN S     -   159,762.4     978,664.5     MT  (+/- 3 meters HH1 GPS) 
 DR9336
 DR9336_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWJ9778018840(NAD 83)
 DR9336
 DR9336                          SUPERSEDED SURVEY CONTROL
 DR9336
 DR9336.No superseded survey control is available for this station.
 DR9336
 DR9336_MARKER: I = METAL ROD
 DR9336_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DR9336_STAMPING: 2308 K RESET 2023
 DR9336_MARK LOGO: MNDT
 DR9336_PROJECTION: RECESSED 10 CENTIMETERS
 DR9336_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DR9336_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DR9336_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DR9336+SATELLITE: SATELLITE OBSERVATIONS - July 24, 2024
 DR9336_ROD/PIPE-DEPTH: 7.6 meters
 DR9336
 DR9336  HISTORY     - Date     Condition        Report By
 DR9336  HISTORY     - 20230411 MONUMENTED       MNDT
 DR9336  HISTORY     - 20240724 GOOD             MNDT
 DR9336
 DR9336                          STATION DESCRIPTION
 DR9336
 DR9336'DESCRIBED BY MN DEPT OF TRANSP 2023
 DR9336'THE MARK IS LOCATED ABOUT 8.4 MI (13.5 KM) WEST-SOUTHWEST OF SPRING
 DR9336'GROVE, 7.1 MI (11.4 KM) EAST OF CANTON AND 1.1 MI (1.8 KM)
 DR9336'WEST-SOUTHWEST OF MABEL.
 DR9336'
 DR9336'THE MARK IS LOCATED ABOUT 1.5 MI (2.4 KM) SOUTHWEST OF MABEL, 1.44 MI
 DR9336'(2.32 KM) WEST ALONG TRUNK HIGHWAY 44 FROM THE JUNCTION OF TRUNK
 DR9336'HIGHWAY 44 AND TRUNK HIGHWAY 43 IN MABEL TO TRUNK HIGHWAY 44 MILE
 DR9336'POINT 33.95, THEN 0.1 MI (0.2 KM) EAST ON COUNTY ROAD 34.
 DR9336'
 DR9336'IT IS 33.6 FT (10.2 M) NORTH OF COUNTY ROAD 34, 2.0 FT (0.6 M) WEST OF
 DR9336'BERRY LANE EXTENDED, 4.9 FT (1.5 M) WEST-NORTHWEST OF A CABLE PEDESTAL
 DR9336'AND 1.0 FT (0.3 M) WEST OF A WITNESS POST.
 DR9336'
 DR9336'NOTE-THE STATION STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER
 DR9336'ALUMINUM ROD DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION
 DR9336'REMOVABLE DISK SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY
 DR9336'A SIX-INCH PVC PIPE BACK FILLED WITH WASHED SAND.
 DR9336
 DR9336                          STATION RECOVERY (2024)
 DR9336
 DR9336'RECOVERY NOTE BY MN DEPT OF TRANSP 2024 (KMS)
 DR9336'1.5 MI (2.4 KM) SOUTHWEST OF MABEL, 1.44 MI (2.32 KM) WEST ALONG TRUNK
 DR9336'HIGHWAY 44 FROM THE JUNCTION OF TRUNK HIGHWAY 44 AND TRUNK HIGHWAY 43
 DR9336'IN MABEL TO TRUNK HIGHWAY 44 MILE POINT 33.95, THEN 0.1 MI (0.2 KM)
 DR9336'EAST ON COUNTY ROAD 34, 33.6 FT (10.2 M) NORTH OF COUNTY ROAD 34, 2.0
 DR9336'FT (0.6 M) WEST OF BERRY LANE EXTENDED, 4.9 FT (1.5 M) WEST-NORTHWEST
 DR9336'OF A CABLE PEDESTAL, 1.0 FT (0.3 M) WEST OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DJ3700 ***********************************************************************
 DJ3700  DESIGNATION -  2308 L
 DJ3700  PID         -  DJ3700
 DJ3700  STATE/COUNTY-  MN/FILLMORE
 DJ3700  COUNTRY     -  US
 DJ3700  USGS QUAD   -  MABEL (2019)
 DJ3700
 DJ3700                         *CURRENT SURVEY CONTROL
 DJ3700  ______________________________________________________________________
 DJ3700* NAD 83(1986) POSITION- 43 31 23.45   (N) 091 45 52.39   (W)   HD_HELD1
 DJ3700* NAVD 88 ORTHO HEIGHT -   341.297 (meters)     1119.74  (feet) ADJUSTED
 DJ3700  ______________________________________________________________________
 DJ3700  GEOID HEIGHT    -        -30.173 (meters)                     GEOID18
 DJ3700  DYNAMIC HEIGHT  -        341.231 (meters)     1119.52  (feet) COMP
 DJ3700  MODELED GRAVITY -    980,416.2   (mgal)                       NAVD 88
 DJ3700
 DJ3700  VERT ORDER      -  SECOND    CLASS I
 DJ3700
 DJ3700.The horizontal coordinates were determined by differentially corrected
 DJ3700.hand held GPS observations or other comparable positioning techniques
 DJ3700.and have an estimated accuracy of +/- 3 meters.
 DJ3700
 DJ3700.The orthometric height was determined by differential leveling and
 DJ3700.adjusted by the NATIONAL GEODETIC SURVEY
 DJ3700.in May 2008.
 DJ3700
 DJ3700.Significant digits in the geoid height do not necessarily reflect accuracy.
 DJ3700.GEOID18 height accuracy estimate available here.
 DJ3700
 DJ3700.Click photographs - Photos may exist for this station.
 DJ3700
 DJ3700.The dynamic height is computed by dividing the NAVD 88
 DJ3700.geopotential number by the normal gravity value computed on the
 DJ3700.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ3700.degrees latitude (g = 980.6199 gals.).
 DJ3700
 DJ3700.The modeled gravity was interpolated from observed gravity values.
 DJ3700
 DJ3700;                    North         East    Units  Estimated Accuracy
 DJ3700;SPC MN S     -   160,604.6     980,715.9     MT  (+/- 3 meters HH1 GPS) 
 DJ3700
 DJ3700_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWJ9984119657(NAD 83)
 DJ3700
 DJ3700                          SUPERSEDED SURVEY CONTROL
 DJ3700
 DJ3700.No superseded survey control is available for this station.
 DJ3700
 DJ3700_MARKER: DD = SURVEY DISK
 DJ3700_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DJ3700_SP_SET: BRIDGE PARAPET
 DJ3700_STAMPING: 2308 L 2005
 DJ3700_MARK LOGO: MNDT
 DJ3700_MAGNETIC: N = NO MAGNETIC MATERIAL
 DJ3700_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DJ3700_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DJ3700+SATELLITE: SATELLITE OBSERVATIONS - November 25, 2014
 DJ3700
 DJ3700  HISTORY     - Date     Condition        Report By
 DJ3700  HISTORY     - 2005     MONUMENTED       MNDT
 DJ3700  HISTORY     - 20130603 GOOD             MNDT
 DJ3700  HISTORY     - 20141125 GOOD             MNDT
 DJ3700
 DJ3700                          STATION DESCRIPTION
 DJ3700
 DJ3700'DESCRIBED BY MN DEPT OF TRANSP 2005
 DJ3700'THE MARK IS IN MABEL, IN BRIDGE RAILING IN SOUTHEAST CORNER OF TRUNK
 DJ3700'HIGHWAY 44 BRIDGE NUMBER 23023 OVER RICEFORD CREEK, 0.25 MI (0.4 KM)
 DJ3700'EAST-SOUTHEAST ALONG TRUNK HIGHWAY 44 FROM THE JUNCTION OF TRUNK
 DJ3700'HIGHWAY 44 AND TRUNK HIGHWAY 43 IN MABEL, AT TRUNK HIGHWAY 44 MILE
 DJ3700'POINT 35.65, 25.0 FEET (7.6 M) SOUTH-SOUTHWEST OF TRUNK HIGHWAY 44.
 DJ3700
 DJ3700                          STATION RECOVERY (2013)
 DJ3700
 DJ3700'RECOVERY NOTE BY MN DEPT OF TRANSP 2013 (KMS)
 DJ3700'RECOVERED AS DESCRIBED.
 DJ3700
 DJ3700                          STATION RECOVERY (2014)
 DJ3700
 DJ3700'RECOVERY NOTE BY MN DEPT OF TRANSP 2014 (DAS)
 DJ3700'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DJ3699 ***********************************************************************
 DJ3699  DESIGNATION -  2308 M
 DJ3699  PID         -  DJ3699
 DJ3699  STATE/COUNTY-  MN/FILLMORE
 DJ3699  COUNTRY     -  US
 DJ3699  USGS QUAD   -  SPRING GROVE (2019)
 DJ3699
 DJ3699                         *CURRENT SURVEY CONTROL
 DJ3699  ______________________________________________________________________
 DJ3699* NAD 83(1986) POSITION- 43 31 25.54   (N) 091 44 42.74   (W)   HD_HELD1
 DJ3699* NAVD 88 ORTHO HEIGHT -   340.387 (meters)     1116.75  (feet) ADJUSTED
 DJ3699  ______________________________________________________________________
 DJ3699  GEOID HEIGHT    -        -30.200 (meters)                     GEOID18
 DJ3699  DYNAMIC HEIGHT  -        340.321 (meters)     1116.54  (feet) COMP
 DJ3699  MODELED GRAVITY -    980,412.9   (mgal)                       NAVD 88
 DJ3699
 DJ3699  VERT ORDER      -  SECOND    CLASS I
 DJ3699
 DJ3699.The horizontal coordinates were determined by differentially corrected
 DJ3699.hand held GPS observations or other comparable positioning techniques
 DJ3699.and have an estimated accuracy of +/- 3 meters.
 DJ3699
 DJ3699.The orthometric height was determined by differential leveling and
 DJ3699.adjusted by the NATIONAL GEODETIC SURVEY
 DJ3699.in May 2008.
 DJ3699
 DJ3699.Significant digits in the geoid height do not necessarily reflect accuracy.
 DJ3699.GEOID18 height accuracy estimate available here.
 DJ3699
 DJ3699.Click photographs - Photos may exist for this station.
 DJ3699
 DJ3699.The dynamic height is computed by dividing the NAVD 88
 DJ3699.geopotential number by the normal gravity value computed on the
 DJ3699.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ3699.degrees latitude (g = 980.6199 gals.).
 DJ3699
 DJ3699.The modeled gravity was interpolated from observed gravity values.
 DJ3699
 DJ3699;                    North         East    Units  Estimated Accuracy
 DJ3699;SPC MN S     -   160,712.0     982,277.7     MT  (+/- 3 meters HH1 GPS) 
 DJ3699
 DJ3699_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXJ0140319744(NAD 83)
 DJ3699
 DJ3699                          SUPERSEDED SURVEY CONTROL
 DJ3699
 DJ3699.No superseded survey control is available for this station.
 DJ3699
 DJ3699_MARKER: DD = SURVEY DISK
 DJ3699_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DJ3699_STAMPING: 2308 M 2005
 DJ3699_MARK LOGO: MNDT
 DJ3699_PROJECTION: FLUSH
 DJ3699_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DJ3699_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DJ3699_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DJ3699+SATELLITE: SATELLITE OBSERVATIONS - July 24, 2024
 DJ3699_ROD/PIPE-DEPTH: 4.6 meters
 DJ3699
 DJ3699  HISTORY     - Date     Condition        Report By
 DJ3699  HISTORY     - 20051130 MONUMENTED       MNDT
 DJ3699  HISTORY     - 20071008 GOOD             MNDT
 DJ3699  HISTORY     - 20201209 GOOD             MNDT
 DJ3699  HISTORY     - 20230411 GOOD             MNDT
 DJ3699  HISTORY     - 20240724 GOOD             MNDT
 DJ3699
 DJ3699                          STATION DESCRIPTION
 DJ3699
 DJ3699'DESCRIBED BY MN DEPT OF TRANSP 2005
 DJ3699'THE MARK IS 1.0 MILE (1.6 KM) EAST OF MABEL, 1.25 MILES (2.01 KM) EAST
 DJ3699'ALONG TRUNK HIGHWAY 44 FROM THE JUNCTION OF TRUNK HIGHWAY 44 AND TRUNK
 DJ3699'HIGHWAY 43 IN MABEL, AT TRUNK HIGHWAY 44 MILE POINT 36.90, 78.0 FT
 DJ3699'(23.8 M) NORTHWEST OF TRUNK HIGHWAY 44, 17.9 FEET (5.5 M) EAST OF A
 DJ3699'FIELD ENTRANCE, 1.0 FOOT (0.3 M) WEST OF A WITNESS POST.
 DJ3699
 DJ3699                          STATION RECOVERY (2007)
 DJ3699
 DJ3699'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (DRB)
 DJ3699'1.0 MI (1.6 KM) EAST OF MABEL, 1.25 MI (2.01 KM) EAST ALONG TRUNK
 DJ3699'HIGHWAY 44  FROM THE JUNCTION OF TRUNK HIGHWAY 44 AND TRUNK HIGHWAY 43
 DJ3699'IN MABEL, AT TRUNK HIGHWAY 44 MILE POINT 36.90, 78.0 FT (23.8 M)
 DJ3699'NORTHWEST OF TRUNK HIGHWAY 44, 17.9 FT (5.5 M) EAST OF A FIELD
 DJ3699'ENTRANCE, 1.0 FT (0.3 M) WEST OF A WITNESS POST.
 DJ3699
 DJ3699                          STATION RECOVERY (2020)
 DJ3699
 DJ3699'RECOVERY NOTE BY MN DEPT OF TRANSP 2020 (KMS)
 DJ3699'1.0 MI (1.6 KM) EAST OF MABEL, 1.25 MI (2.01 KM) EAST ALONG TRUNK
 DJ3699'HIGHWAY 44 FROM THE JUNCTION OF TRUNK HIGHWAY 44 AND TRUNK HIGHWAY 43
 DJ3699'IN MABEL, AT TRUNK HIGHWAY 44 MILE POINT 36.90, 78.0 FT (23.8 M)
 DJ3699'NORTHWEST OF TRUNK HIGHWAY 44, 17.9 FT (5.5 M) EAST OF A FIELD
 DJ3699'ENTRANCE, 4.4 FT (1.3 M) WEST OF A WITNESS POST.
 DJ3699
 DJ3699                          STATION RECOVERY (2023)
 DJ3699
 DJ3699'RECOVERY NOTE BY MN DEPT OF TRANSP 2023 (KMS)
 DJ3699'RECOVERED IN GOOD CONDITION.
 DJ3699'
 DJ3699'NOTE--ADD-THE STATION IS LOCATED ABOUT 9.3 MI (14.9 KM) EAST OF
 DJ3699'CANTON, 6.1 MI (9.8 KM) WEST-SOUTHWEST OF SPRING GROVE AND 1.2 MI (2.0
 DJ3699'KM) EAST OF MABEL.
 DJ3699
 DJ3699                          STATION RECOVERY (2024)
 DJ3699
 DJ3699'RECOVERY NOTE BY MN DEPT OF TRANSP 2024 (KMS)
 DJ3699'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DJ3698 ***********************************************************************
 DJ3698  DESIGNATION -  2308 N
 DJ3698  PID         -  DJ3698
 DJ3698  STATE/COUNTY-  MN/FILLMORE
 DJ3698  COUNTRY     -  US
 DJ3698  USGS QUAD   -  SPRING GROVE (2019)
 DJ3698
 DJ3698                         *CURRENT SURVEY CONTROL
 DJ3698  ______________________________________________________________________
 DJ3698* NAD 83(1986) POSITION- 43 31 39.02   (N) 091 43 51.84   (W)   HD_HELD1
 DJ3698* NAVD 88 ORTHO HEIGHT -   335.521 (meters)     1100.79  (feet) ADJUSTED
 DJ3698  ______________________________________________________________________
 DJ3698  GEOID HEIGHT    -        -30.224 (meters)                     GEOID18
 DJ3698  DYNAMIC HEIGHT  -        335.455 (meters)     1100.57  (feet) COMP
 DJ3698  MODELED GRAVITY -    980,411.2   (mgal)                       NAVD 88
 DJ3698
 DJ3698  VERT ORDER      -  SECOND    CLASS I
 DJ3698
 DJ3698.The horizontal coordinates were determined by differentially corrected
 DJ3698.hand held GPS observations or other comparable positioning techniques
 DJ3698.and have an estimated accuracy of +/- 3 meters.
 DJ3698
 DJ3698.The orthometric height was determined by differential leveling and
 DJ3698.adjusted by the NATIONAL GEODETIC SURVEY
 DJ3698.in May 2008.
 DJ3698
 DJ3698.Significant digits in the geoid height do not necessarily reflect accuracy.
 DJ3698.GEOID18 height accuracy estimate available here.
 DJ3698
 DJ3698.Click photographs - Photos may exist for this station.
 DJ3698
 DJ3698.The dynamic height is computed by dividing the NAVD 88
 DJ3698.geopotential number by the normal gravity value computed on the
 DJ3698.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ3698.degrees latitude (g = 980.6199 gals.).
 DJ3698
 DJ3698.The modeled gravity was interpolated from observed gravity values.
 DJ3698
 DJ3698;                    North         East    Units  Estimated Accuracy
 DJ3698;SPC MN S     -   161,159.5     983,408.9     MT  (+/- 3 meters HH1 GPS) 
 DJ3698
 DJ3698_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXJ0253920178(NAD 83)
 DJ3698
 DJ3698                          SUPERSEDED SURVEY CONTROL
 DJ3698
 DJ3698.No superseded survey control is available for this station.
 DJ3698
 DJ3698_MARKER: DD = SURVEY DISK
 DJ3698_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DJ3698_STAMPING: 2308 N 2005
 DJ3698_MARK LOGO: MNDT
 DJ3698_PROJECTION: FLUSH
 DJ3698_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DJ3698_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DJ3698_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DJ3698+SATELLITE: SATELLITE OBSERVATIONS - July 24, 2024
 DJ3698_ROD/PIPE-DEPTH: 4.6 meters
 DJ3698
 DJ3698  HISTORY     - Date     Condition        Report By
 DJ3698  HISTORY     - 20051130 MONUMENTED       MNDT
 DJ3698  HISTORY     - 20071008 GOOD             MNDT
 DJ3698  HISTORY     - 20230411 GOOD             MNDT
 DJ3698  HISTORY     - 20240724 GOOD             MNDT
 DJ3698
 DJ3698                          STATION DESCRIPTION
 DJ3698
 DJ3698'DESCRIBED BY MN DEPT OF TRANSP 2005
 DJ3698'THE MARK IS 2.0 MILES (3.2 KM) EAST-NORTHEAST OF MABEL, 2.05 MI (3.3
 DJ3698'KM) EAST ALONG TRUNK HIGHWAY 44 FROM THE JUNCTION OF TRUNK HIGHWAY 44
 DJ3698'AND TRUNK HIGHWAY 43 IN MABEL, AT TRUNK HIGHWAY 44 MILE POINT 37.65,
 DJ3698'71.4 FEET (21.8 M) NORTH-NORTHWEST OF TRUNK HIGHWAY 44, 30.8 FEET (9.4
 DJ3698'M) SOUTHWEST OF A FIELD ENTRANCE, 4.6 FEET (1.4 M) SOUTH-SOUTHEAST OF
 DJ3698'A FENCE LINE, 1.0 FEET (0.3 M) SOUTHEAST OF A WITNESS POST.
 DJ3698
 DJ3698                          STATION RECOVERY (2007)
 DJ3698
 DJ3698'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (DRB)
 DJ3698'2.0 MI (3.2 KM) EAST-NORTHEAST OF MABEL, 2.0 MI (3.2 KM) EAST ALONG
 DJ3698'TRUNK HIGHWAY 44  FROM THE JUNCTION OF TRUNK HIGHWAY 44 AND TRUNK
 DJ3698'HIGHWAY 43 IN MABEL, AT TRUNK HIGHWAY 44 MILE POINT 37.65, 71.4 FT
 DJ3698'(21.8 M) NORTH-NORTHWEST OF TRUNK HIGHWAY 44, 30.8 FT (9.4 M)
 DJ3698'SOUTHWEST OF A FIELD ENTRANCE, 4.6 FT (1.4 M) SOUTH-SOUTHEAST OF A
 DJ3698'FENCE LINE, 1.0 FT (0.3 M) SOUTHEAST OF A WITNESS POST.
 DJ3698
 DJ3698                          STATION RECOVERY (2023)
 DJ3698
 DJ3698'RECOVERY NOTE BY MN DEPT OF TRANSP 2023 (KMS)
 DJ3698'RECOVERED IN GOOD CONDITION.
 DJ3698'
 DJ3698'NOTE-ADD-THE MARK IS LOCATED ABOUT 9.6 MI (15.4 KM) WEST OF
 DJ3698'WILMINGTON, 5.3 MI (8.5 KM) WEST-SOUTHWEST OF SPRING GROVE AND 2.0 MI
 DJ3698'(3.2 KM) EAST-NORTHEAST OF MABEL.
 DJ3698
 DJ3698                          STATION RECOVERY (2024)
 DJ3698
 DJ3698'RECOVERY NOTE BY MN DEPT OF TRANSP 2024 (KMS)
 DJ3698'2.0 MI (3.2 KM) EAST-NORTHEAST OF MABEL, 2.0 MI (3.2 KM) EAST ALONG
 DJ3698'TRUNK HIGHWAY 44 FROM THE JUNCTION OF TRUNK HIGHWAY 44 AND TRUNK
 DJ3698'HIGHWAY 43 IN MABEL, AT TRUNK HIGHWAY 44 MILE POINT 37.65, 71.4 FT
 DJ3698'(21.8 M) NORTH-NORTHWEST OF TRUNK HIGHWAY 44, 30.8 FT (9.4 M)
 DJ3698'SOUTHWEST OF A FIELD ENTRANCE, 4.6 FT (1.4 M) SOUTH-SOUTHEAST OF A
 DJ3698'FENCE LINE, 1.0 FT (0.3 M) SOUTHEAST OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DR9334 ***********************************************************************
 DR9334  DESIGNATION -  2308 P
 DR9334  PID         -  DR9334
 DR9334  STATE/COUNTY-  MN/FILLMORE
 DR9334  COUNTRY     -  US
 DR9334  USGS QUAD   -  MABEL (2019)
 DR9334
 DR9334                         *CURRENT SURVEY CONTROL
 DR9334  ______________________________________________________________________
 DR9334* NAD 83(1986) POSITION- 43 31 25.47   (N) 091 46 06.44   (W)   HD_HELD1
 DR9334* NAVD 88 ORTHO HEIGHT -   338.877 (meters)     1111.80  (feet) ADJUSTED
 DR9334  ______________________________________________________________________
 DR9334  GEOID HEIGHT    -        -30.169 (meters)                     GEOID18
 DR9334  DYNAMIC HEIGHT  -        338.811 (meters)     1111.58  (feet) COMP
 DR9334  MODELED GRAVITY -    980,416.5   (mgal)                       NAVD 88
 DR9334
 DR9334  VERT ORDER      -  SECOND    CLASS I
 DR9334
 DR9334.The horizontal coordinates were determined by differentially corrected
 DR9334.hand held GPS observations or other comparable positioning techniques
 DR9334.and have an estimated accuracy of +/- 3 meters.
 DR9334
 DR9334.The orthometric height was determined by differential leveling and
 DR9334.adjusted by the NATIONAL GEODETIC SURVEY
 DR9334.in February 2024.
 DR9334
 DR9334.Significant digits in the geoid height do not necessarily reflect accuracy.
 DR9334.GEOID18 height accuracy estimate available here.
 DR9334
 DR9334.Click photographs - Photos may exist for this station.
 DR9334
 DR9334.The dynamic height is computed by dividing the NAVD 88
 DR9334.geopotential number by the normal gravity value computed on the
 DR9334.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DR9334.degrees latitude (g = 980.6199 gals.).
 DR9334
 DR9334.The modeled gravity was interpolated from observed gravity values.
 DR9334
 DR9334;                    North         East    Units  Estimated Accuracy
 DR9334;SPC MN S     -   160,658.3     980,398.7     MT  (+/- 3 meters HH1 GPS) 
 DR9334
 DR9334_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWJ9952419714(NAD 83)
 DR9334
 DR9334                          SUPERSEDED SURVEY CONTROL
 DR9334
 DR9334.No superseded survey control is available for this station.
 DR9334
 DR9334_MARKER: I = METAL ROD
 DR9334_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DR9334_STAMPING: 2308 P 2023
 DR9334_MARK LOGO: MNDT
 DR9334_PROJECTION: RECESSED 8 CENTIMETERS
 DR9334_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DR9334_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DR9334_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DR9334+SATELLITE: SATELLITE OBSERVATIONS - July 24, 2024
 DR9334_ROD/PIPE-DEPTH: 5.5 meters
 DR9334
 DR9334  HISTORY     - Date     Condition        Report By
 DR9334  HISTORY     - 20230418 MONUMENTED       MNDT
 DR9334  HISTORY     - 20240724 GOOD             MNDT
 DR9334
 DR9334                          STATION DESCRIPTION
 DR9334
 DR9334'DESCRIBED BY MN DEPT OF TRANSP 2023
 DR9334'THE MARK IS LOCATED ABOUT 8.1 MI (13.0 KM) EAST OF CANTON, 7.1 MI
 DR9334'(11.4 KM) WEST-SOUTHWEST OF SPRING GROVE AND IN THE TOWN OF MABEL, MN.
 DR9334'THE MARK IS LOCATED ABOUT IN MABEL, 0.05 MI (0.08 KM) EAST ALONG TRUNK
 DR9334'HIGHWAY 44 FROM THE JUNCTION OF TRUNK HIGHWAY 44 AND TRUNK HIGHWAY 43
 DR9334'IN MABEL, AT TRUNK HIGHWAY 44 MILE POINT 35.45.
 DR9334'
 DR9334'IT IS 122.2 FT (37.2 M) SOUTH OF TRUNK HIGHWAY 44, 36.2 FT (11.0 M)
 DR9334'EAST OF NORTH ELM STREET, 3.2 FT (1.0 M) NORTH OF A RIGHT-OF-WAY POST
 DR9334'AND 3.1 FT (0.9 M) NORTH OF A WITNESS POST.
 DR9334'
 DR9334'NOTE-THE STATION STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER
 DR9334'ALUMINUM ROD DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION
 DR9334'REMOVABLE DISK SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY
 DR9334'A SIX-INCH PVC PIPE BACK FILLED WITH WASHED SAND.
 DR9334
 DR9334                          STATION RECOVERY (2024)
 DR9334
 DR9334'RECOVERY NOTE BY MN DEPT OF TRANSP 2024 (KMS)
 DR9334'IN MABEL, 0.05 MI (0.08 KM) EAST ALONG TRUNK HIGHWAY 44 FROM THE
 DR9334'JUNCTION OF TRUNK HIGHWAY 44 AND TRUNK HIGHWAY 43 IN MABEL, AT TRUNK
 DR9334'HIGHWAY 44 MILE POINT 35.45, 122.2 FT (37.2 M) SOUTH OF TRUNK HIGHWAY
 DR9334'44, 36.2 FT (11.0 M) EAST OF NORTH ELM STREET, 3.2 FT (1.0 M) NORTH OF
 DR9334'A RIGHT-OF-WAY POST, 3.1 FT (0.9 M) NORTH OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DR9335 ***********************************************************************
 DR9335  DESIGNATION -  2308 Q
 DR9335  PID         -  DR9335
 DR9335  STATE/COUNTY-  MN/FILLMORE
 DR9335  COUNTRY     -  US
 DR9335  USGS QUAD   -  MABEL (2019)
 DR9335
 DR9335                         *CURRENT SURVEY CONTROL
 DR9335  ______________________________________________________________________
 DR9335* NAD 83(1986) POSITION- 43 31 24.52   (N) 091 47 01.92   (W)   HD_HELD1
 DR9335* NAVD 88 ORTHO HEIGHT -   347.871 (meters)     1141.31  (feet) ADJUSTED
 DR9335  ______________________________________________________________________
 DR9335  GEOID HEIGHT    -        -30.153 (meters)                     GEOID18
 DR9335  DYNAMIC HEIGHT  -        347.802 (meters)     1141.08  (feet) COMP
 DR9335  MODELED GRAVITY -    980,410.4   (mgal)                       NAVD 88
 DR9335
 DR9335  VERT ORDER      -  SECOND    CLASS I
 DR9335
 DR9335.The horizontal coordinates were determined by differentially corrected
 DR9335.hand held GPS observations or other comparable positioning techniques
 DR9335.and have an estimated accuracy of +/- 3 meters.
 DR9335
 DR9335.The orthometric height was determined by differential leveling and
 DR9335.adjusted by the NATIONAL GEODETIC SURVEY
 DR9335.in February 2024.
 DR9335
 DR9335.Significant digits in the geoid height do not necessarily reflect accuracy.
 DR9335.GEOID18 height accuracy estimate available here.
 DR9335
 DR9335.Click photographs - Photos may exist for this station.
 DR9335
 DR9335.The dynamic height is computed by dividing the NAVD 88
 DR9335.geopotential number by the normal gravity value computed on the
 DR9335.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DR9335.degrees latitude (g = 980.6199 gals.).
 DR9335
 DR9335.The modeled gravity was interpolated from observed gravity values.
 DR9335
 DR9335;                    North         East    Units  Estimated Accuracy
 DR9335;SPC MN S     -   160,595.1     979,154.0     MT  (+/- 3 meters HH1 GPS) 
 DR9335
 DR9335_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWJ9827919667(NAD 83)
 DR9335
 DR9335                          SUPERSEDED SURVEY CONTROL
 DR9335
 DR9335.No superseded survey control is available for this station.
 DR9335
 DR9335_MARKER: I = METAL ROD
 DR9335_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DR9335_STAMPING: 2308 Q 2023
 DR9335_MARK LOGO: MNDT
 DR9335_PROJECTION: RECESSED 5 CENTIMETERS
 DR9335_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DR9335_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DR9335_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DR9335+SATELLITE: SATELLITE OBSERVATIONS - July 24, 2024
 DR9335_ROD/PIPE-DEPTH: 5.2 meters
 DR9335
 DR9335  HISTORY     - Date     Condition        Report By
 DR9335  HISTORY     - 20230418 MONUMENTED       MNDT
 DR9335  HISTORY     - 20240724 GOOD             MNDT
 DR9335
 DR9335                          STATION DESCRIPTION
 DR9335
 DR9335'DESCRIBED BY MN DEPT OF TRANSP 2023
 DR9335'THE MARK IS LOCATED ABOUT 7.9 MI (12.7 KM) WEST-SOUTHWEST OF SPRING
 DR9335'GROVE, 7.3 MI (11.7 KM) EAST OF CANTON AND 0.8 MI (1.3 KM)
 DR9335'WEST-NORTHWEST OF MABEL.
 DR9335'
 DR9335'THE MARK IS LOCATED ABOUT 0.85 MI (1.37 KM) WEST OF MABEL, 0.75 MI
 DR9335'(1.21 KM) WEST ALONG TRUNK HIGHWAY 44 FROM THE JUNCTION OF TRUNK
 DR9335'HIGHWAY 44 AND TRUNK HIGHWAY 43 IN MABEL, AT TRUNK HIGHWAY 44 MILE
 DR9335'POINT 34.55.
 DR9335'
 DR9335'IT IS 69.2 FT (21.1 M) NORTHWEST OF TRUNK HIGHWAY 44, 58.8 FT (17.9 M)
 DR9335'NORTHEAST OF A FIELD ENTRANCE, 22.1 FT (6.7 M) NORTHEAST OF A
 DR9335'RIGHT-OF-WAY POST AND 3.5 FT (1.1 M) SOUTHEAST OF A WITNESS POST.
 DR9335'
 DR9335'NOTE-THE STATION STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER
 DR9335'ALUMINUM ROD DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION
 DR9335'REMOVABLE DISK SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY
 DR9335'A SIX-INCH PVC PIPE BACK FILLED WITH WASHED SAND.
 DR9335
 DR9335                          STATION RECOVERY (2024)
 DR9335
 DR9335'RECOVERY NOTE BY MN DEPT OF TRANSP 2024 (KMS)
 DR9335'0.85 MI (1.37 KM) WEST OF MABEL, 0.75 MI (1.21 KM) WEST ALONG TRUNK
 DR9335'HIGHWAY 44 FROM THE JUNCTION OF TRUNK HIGHWAY 44 AND TRUNK HIGHWAY 43
 DR9335'IN MABEL, AT TRUNK HIGHWAY 44 MILE POINT 34.55, 69.2 FT (21.1 M)
 DR9335'NORTHWEST OF TRUNK HIGHWAY 44, 58.8 FT (17.9 M) NORTHEAST OF A FIELD
 DR9335'ENTRANCE, 22.1 FT (6.7 M) NORTHEAST OF A RIGHT-OF-WAY POST, 3.5 FT
 DR9335'(1.1 M) SOUTHEAST OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DK9882 ***********************************************************************
 DK9882  DESIGNATION -  2309 AA
 DK9882  PID         -  DK9882
 DK9882  STATE/COUNTY-  MN/FILLMORE
 DK9882  COUNTRY     -  US
 DK9882  USGS QUAD   -  CANTON (2019)
 DK9882
 DK9882                         *CURRENT SURVEY CONTROL
 DK9882  ______________________________________________________________________
 DK9882* NAD 83(2011) POSITION- 43 31 09.07273(N) 091 54 12.12059(W)   ADJUSTED
 DK9882* NAD 83(2011) ELLIP HT-   377.839 (meters)        (04/01/15)   ADJUSTED
 DK9882* NAD 83(2011) EPOCH   -  2010.00
 DK9882* NAVD 88 ORTHO HEIGHT -   407.982 (meters)     1338.52  (feet) ADJUSTED
 DK9882  ______________________________________________________________________
 DK9882  GEOID HEIGHT    -        -30.147 (meters)                     GEOID18
 DK9882  NAD 83(2011) X  -   -153,870.029 (meters)                     COMP
 DK9882  NAD 83(2011) Y  - -4,630,142.669 (meters)                     COMP
 DK9882  NAD 83(2011) Z  -  4,369,767.988 (meters)                     COMP
 DK9882  LAPLACE CORR    -          0.98  (seconds)                    DEFLEC18
 DK9882  DYNAMIC HEIGHT  -        407.893 (meters)     1338.23  (feet) COMP
 DK9882  MODELED GRAVITY -    980,390.3   (mgal)                       NAVD 88
 DK9882
 DK9882  VERT ORDER      -  SECOND    CLASS I
 DK9882
 DK9882  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DK9882  Standards:
 DK9882         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DK9882            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DK9882  -------------------------------------------------------------------
 DK9882  NETWORK    0.48   0.69           0.21   0.18   0.35      0.06738559
 DK9882  -------------------------------------------------------------------
 DK9882  Click here for local accuracies and other accuracy information.
 DK9882
 DK9882.The horizontal coordinates were established by GPS observations
 DK9882.and adjusted by the MN DEPT OF TRANSP in April 2015.
 DK9882
 DK9882.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DK9882.been affixed to the stable North American tectonic plate. See 
 DK9882.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DK9882
 DK9882.The horizontal coordinates are valid at the epoch date displayed above
 DK9882.which is a decimal equivalence of Year/Month/Day.
 DK9882
 DK9882.The orthometric height was determined by differential leveling and
 DK9882.adjusted by the NATIONAL GEODETIC SURVEY
 DK9882.in April 2010.
 DK9882
 DK9882.Significant digits in the geoid height do not necessarily reflect accuracy.
 DK9882.GEOID18 height accuracy estimate available here.
 DK9882
 DK9882.Click photographs - Photos may exist for this station.
 DK9882
 DK9882.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DK9882
 DK9882.The Laplace correction was computed from DEFLEC18 derived deflections.
 DK9882
 DK9882.The ellipsoidal height was determined by GPS observations
 DK9882.and is referenced to NAD 83.
 DK9882
 DK9882.The dynamic height is computed by dividing the NAVD 88
 DK9882.geopotential number by the normal gravity value computed on the
 DK9882.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK9882.degrees latitude (g = 980.6199 gals.).
 DK9882
 DK9882.The modeled gravity was interpolated from observed gravity values.
 DK9882
 DK9882. The following values were computed from the NAD 83(2011) position.
 DK9882
 DK9882;                    North         East     Units Scale Factor Converg.
 DK9882;SPC MN S     -   159,863.609   969,507.908   MT  1.00006769   +1 28 10.5
 DK9882;SPC MN S     -   524,485.86  3,180,793.86   sFT  1.00006769   +1 28 10.5
 DK9882;UTM  15      - 4,819,056.326   588,628.782   MT  0.99969662   +0 45 18.7
 DK9882
 DK9882!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DK9882!SPC MN S     -   0.99994075  x   1.00006769  =   1.00000844
 DK9882!UTM  15      -   0.99994075  x   0.99969662  =   0.99963739
 DK9882
 DK9882_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWJ8862819056(NAD 83)
 DK9882
 DK9882                          SUPERSEDED SURVEY CONTROL
 DK9882
 DK9882.No superseded survey control is available for this station.
 DK9882
 DK9882_MARKER: DD = SURVEY DISK
 DK9882_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DK9882_STAMPING: 2309 AA 2006
 DK9882_MARK LOGO: MNDT
 DK9882_PROJECTION: FLUSH
 DK9882_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DK9882_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DK9882_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DK9882+SATELLITE: SATELLITE OBSERVATIONS - July 24, 2024
 DK9882_ROD/PIPE-DEPTH: 4.6 meters
 DK9882
 DK9882  HISTORY     - Date     Condition        Report By
 DK9882  HISTORY     - 20060829 MONUMENTED       MNDT
 DK9882  HISTORY     - 20071002 GOOD             MNDT
 DK9882  HISTORY     - 20130819 GOOD             MNDT
 DK9882  HISTORY     - 20201209 GOOD             MNDT
 DK9882  HISTORY     - 20230411 GOOD             MNDT
 DK9882  HISTORY     - 20240724 GOOD             MNDT
 DK9882
 DK9882                          STATION DESCRIPTION
 DK9882
 DK9882'DESCRIBED BY MN DEPT OF TRANSP 2007 (DAB)
 DK9882'THE STATION IS LOCATED ABOUT 6.7 MI (10.8 KM) WEST OF MABEL, 5.9 MI
 DK9882'(9.5 KM) EAST-SOUTHEAST OF HARMONY, 1.5 MI (2.4 KM) EAST-SOUTHEAST OF
 DK9882'CANTON AND 1.75 MI (2.8 KM) SOUTHEAST ALONG TRUNK HIGHWAY 52 FROM THE
 DK9882'JUNCTION OF TRUNK HIGHWAY 52 AND COUNTY ROAD 21 IN CANTON, AT TRUNK
 DK9882'HIGHWAY 52 MILE POINT 2.60, 70.7 FT (21.5 M) SOUTHWEST OF TRUNK
 DK9882'HIGHWAY 52, 6.0 FT (1.8 M) NORTHWEST OF WILD FLOWERS PLANTED SIGN
 DK9882'POST, 1.0 FT (0.3 M) NORTHWEST OF A WITNESS POST.
 DK9882
 DK9882                          STATION RECOVERY (2013)
 DK9882
 DK9882'RECOVERY NOTE BY MN DEPT OF TRANSP 2013 (JXJ)
 DK9882'RECOVERED AS DESCRIBED.
 DK9882
 DK9882                          STATION RECOVERY (2020)
 DK9882
 DK9882'RECOVERY NOTE BY MN DEPT OF TRANSP 2020 (KMS)
 DK9882'RECOVERED IN GOOD CONDITION.
 DK9882
 DK9882                          STATION RECOVERY (2023)
 DK9882
 DK9882'RECOVERY NOTE BY MN DEPT OF TRANSP 2023 (KMS)
 DK9882'RECOVERED AS DESCRIBED.
 DK9882
 DK9882                          STATION RECOVERY (2024)
 DK9882
 DK9882'RECOVERY NOTE BY MN DEPT OF TRANSP 2024 (KMS)
 DK9882'1.6 MI (2.6 KM) SOUTHEAST OF CANTON, 1.7 MI (2.7 KM) SOUTHEAST ALONG
 DK9882'TRUNK HIGHWAY 52 FROM THE JUNCTION OF TRUNK HIGHWAY 52 AND COUNTY ROAD
 DK9882'21 IN CANTON, AT TRUNK HIGHWAY 52 MILE POINT 2.60, 70.7 FT (21.5 M)
 DK9882'SOUTHWEST OF TRUNK HIGHWAY 52, 6.0 FT (1.8 M) NORTHWEST OF A
 DK9882'WILDFLOWER PLANTED SIGNPOST, 1.0 FT (0.3 M) EAST OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DK9883 ***********************************************************************
 DK9883  DESIGNATION -  2309 AB
 DK9883  PID         -  DK9883
 DK9883  STATE/COUNTY-  MN/FILLMORE
 DK9883  COUNTRY     -  US
 DK9883  USGS QUAD   -  CANTON (2019)
 DK9883
 DK9883                         *CURRENT SURVEY CONTROL
 DK9883  ______________________________________________________________________
 DK9883* NAD 83(1986) POSITION- 43 32 00.45   (N) 091 56 22.79   (W)   HD_HELD1
 DK9883* NAVD 88 ORTHO HEIGHT -   408.645 (meters)     1340.70  (feet) ADJUSTED
 DK9883  ______________________________________________________________________
 DK9883  GEOID HEIGHT    -        -30.171 (meters)                     GEOID18
 DK9883  DYNAMIC HEIGHT  -        408.555 (meters)     1340.40  (feet) COMP
 DK9883  MODELED GRAVITY -    980,384.8   (mgal)                       NAVD 88
 DK9883
 DK9883  VERT ORDER      -  SECOND    CLASS I
 DK9883
 DK9883.The horizontal coordinates were determined by differentially corrected
 DK9883.hand held GPS observations or other comparable positioning techniques
 DK9883.and have an estimated accuracy of +/- 3 meters.
 DK9883
 DK9883.The orthometric height was determined by differential leveling and
 DK9883.adjusted by the NATIONAL GEODETIC SURVEY
 DK9883.in February 2024.
 DK9883
 DK9883.Significant digits in the geoid height do not necessarily reflect accuracy.
 DK9883.GEOID18 height accuracy estimate available here.
 DK9883
 DK9883.Click photographs - Photos may exist for this station.
 DK9883
 DK9883.The dynamic height is computed by dividing the NAVD 88
 DK9883.geopotential number by the normal gravity value computed on the
 DK9883.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK9883.degrees latitude (g = 980.6199 gals.).
 DK9883
 DK9883.The modeled gravity was interpolated from observed gravity values.
 DK9883
 DK9883;                    North         East    Units  Estimated Accuracy
 DK9883;SPC MN S     -   161,374.2     966,534.0     MT  (+/- 3 meters HH1 GPS) 
 DK9883
 DK9883_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWJ8567520603(NAD 83)
 DK9883
 DK9883                          SUPERSEDED SURVEY CONTROL
 DK9883
 DK9883  NAVD 88 (04/07/10)  408.650  (m)         1340.71   (f) SUPERSEDED  2 1
 DK9883
 DK9883.Superseded values are not recommended for survey control.
 DK9883
 DK9883.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK9883.See file dsdata.pdf to determine how the superseded data were derived.
 DK9883
 DK9883_MARKER: DD = SURVEY DISK
 DK9883_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 DK9883+WITH SETTING: INFORMATION.
 DK9883_STAMPING: 2309 AB 2006
 DK9883_MARK LOGO: MNDT
 DK9883_PROJECTION: FLUSH
 DK9883_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DK9883_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DK9883_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DK9883+SATELLITE: SATELLITE OBSERVATIONS - July 24, 2024
 DK9883_ROD/PIPE-DEPTH: 2.4 meters
 DK9883
 DK9883  HISTORY     - Date     Condition        Report By
 DK9883  HISTORY     - 20060829 MONUMENTED       MNDT
 DK9883  HISTORY     - 20071002 GOOD             MNDT
 DK9883  HISTORY     - 20130424 GOOD             MNDT
 DK9883  HISTORY     - 20230411 GOOD             MNDT
 DK9883  HISTORY     - 20240724 GOOD             MNDT
 DK9883
 DK9883                          STATION DESCRIPTION
 DK9883
 DK9883'DESCRIBED BY MN DEPT OF TRANSP 2007 (DAB)
 DK9883'THE STATION IS LOCATED ABOUT 8.6 MI (13.8 KM) WEST OF MABEL, 3.8 MI
 DK9883'(6.1 KM) EAST-SOUTHEAST OF HARMONY AND 0.5 MI (0.8 KM) WEST ALONG
 DK9883'TRUNK HIGHWAY 52 FROM THE JUNCTION OF TRUNK HIGHWAY 52 AND COUNTY ROAD
 DK9883'21 IN CANTON, AT TRUNK HIGHWAY 52 MILE POINT 4.96, 99.30 FT (30.3 M)
 DK9883'NORTH OF TRUNK HIGHWAY 52, 26.0 FT (7.9 M) EAST OF ENTRANCE, 1.0 FT
 DK9883'(0.3 M) EAST OF A WITNESS POST.
 DK9883
 DK9883                          STATION RECOVERY (2013)
 DK9883
 DK9883'RECOVERY NOTE BY MN DEPT OF TRANSP 2013 (MPP)
 DK9883'THE STATION IS LOCATED ABOUT 8.6 MI (13.8 KM) WEST OF MABEL, 3.8 MI
 DK9883'(6.1 KM) EAST-SOUTHEAST OF HARMONY AND IN THE TOWN OF CANTON, MN.
 DK9883'
 DK9883'0.5 MILE WEST ALONG TRUNK HIGHWAY 52 FROM THE JUNCTION OF TRUNK
 DK9883'HIGHWAY 52 AND COUNTY ROAD 21 INCH (53 CM) CANTON, AT TRUNK HIGHWAY 52
 DK9883'MILE POINT 4.96.
 DK9883'
 DK9883'IT IS 99.3 FT (30.3 M) NORTH OF TRUNK HIGHWAY 52, 26.0 FT (7.9 M) EAST
 DK9883'OF ENTRANCE, 1.0 FT (0.3 M) EAST OF A WITNESS POST.
 DK9883
 DK9883                          STATION RECOVERY (2023)
 DK9883
 DK9883'RECOVERY NOTE BY MN DEPT OF TRANSP 2023 (KMS)
 DK9883'RECOVERED AS DESCRIBED.
 DK9883
 DK9883                          STATION RECOVERY (2024)
 DK9883
 DK9883'RECOVERY NOTE BY MN DEPT OF TRANSP 2024 (KMS)
 DK9883'0.5 MI (0.8 KM) WEST OF CANTON, 0.5 MI (0.8 KM) WEST ALONG TRUNK
 DK9883'HIGHWAY 52 FROM THE JUNCTION OF TRUNK HIGHWAY 52 AND COUNTY ROAD 21 IN
 DK9883'CANTON, AT TRUNK HIGHWAY 52 MILE POINT 4.96, 99.3 FT (30.3 M) NORTH OF
 DK9883'TRUNK HIGHWAY 52, 26.0 FT (7.9 M) EAST OF AN ENTRANCE, 1.0 FT (0.3 M)
 DK9883'EAST OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DP6837 ***********************************************************************
 DP6837  DESIGNATION -  2309 AC
 DP6837  PID         -  DP6837
 DP6837  STATE/COUNTY-  MN/FILLMORE
 DP6837  COUNTRY     -  US
 DP6837  USGS QUAD   -  CANTON (2019)
 DP6837
 DP6837                         *CURRENT SURVEY CONTROL
 DP6837  ______________________________________________________________________
 DP6837* NAD 83(1986) POSITION- 43 33 17.70   (N) 091 58 10.46   (W)   HD_HELD1
 DP6837* NAVD 88 ORTHO HEIGHT -   411.705 (meters)     1350.74  (feet) ADJUSTED
 DP6837  ______________________________________________________________________
 DP6837  GEOID HEIGHT    -        -30.202 (meters)                     GEOID18
 DP6837  DYNAMIC HEIGHT  -        411.611 (meters)     1350.43  (feet) COMP
 DP6837  MODELED GRAVITY -    980,378.5   (mgal)                       NAVD 88
 DP6837
 DP6837  VERT ORDER      -  SECOND    CLASS I
 DP6837
 DP6837.The horizontal coordinates were determined by differentially corrected
 DP6837.hand held GPS observations or other comparable positioning techniques
 DP6837.and have an estimated accuracy of +/- 3 meters.
 DP6837
 DP6837.The orthometric height was determined by differential leveling and
 DP6837.adjusted by the NATIONAL GEODETIC SURVEY
 DP6837.in June 2015.
 DP6837
 DP6837.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP6837.GEOID18 height accuracy estimate available here.
 DP6837
 DP6837.Click photographs - Photos may exist for this station.
 DP6837
 DP6837.The dynamic height is computed by dividing the NAVD 88
 DP6837.geopotential number by the normal gravity value computed on the
 DP6837.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP6837.degrees latitude (g = 980.6199 gals.).
 DP6837
 DP6837.The modeled gravity was interpolated from observed gravity values.
 DP6837
 DP6837;                    North         East    Units  Estimated Accuracy
 DP6837;SPC MN S     -   163,697.2     964,057.9     MT  (+/- 3 meters HH1 GPS) 
 DP6837
 DP6837_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWJ8322822956(NAD 83)
 DP6837
 DP6837                          SUPERSEDED SURVEY CONTROL
 DP6837
 DP6837.No superseded survey control is available for this station.
 DP6837
 DP6837_MARKER: I = METAL ROD
 DP6837_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DP6837_STAMPING: 2309 AC 2013
 DP6837_MARK LOGO: MNDT
 DP6837_PROJECTION: RECESSED 5 CENTIMETERS
 DP6837_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DP6837_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DP6837_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP6837+SATELLITE: SATELLITE OBSERVATIONS - July 24, 2024
 DP6837_ROD/PIPE-DEPTH: 4.6 meters
 DP6837
 DP6837  HISTORY     - Date     Condition        Report By
 DP6837  HISTORY     - 20130514 MONUMENTED       MNDT
 DP6837  HISTORY     - 20201209 GOOD             MNDT
 DP6837  HISTORY     - 20240724 GOOD             MNDT
 DP6837
 DP6837                          STATION DESCRIPTION
 DP6837
 DP6837'DESCRIBED BY MN DEPT OF TRANSP 2013
 DP6837'THE STATION IS LOCATED ABOUT 9.8 MI (15.8 KM) SOUTHEAST OF PRESTON,
 DP6837'2.7 MI (4.3 KM) NORTHWEST OF CANTON AND 2.0 MI (3.2 KM) EAST OF
 DP6837'HARMONY.
 DP6837'
 DP6837'3.0 MILES NORTHWEST OF CANTON, 2.75 MI (4.4 KM) NORTHWEST ALONG TRUNK
 DP6837'HIGHWAY 52 FROM THE JUNCTION OF TRUNK HIGHWAY 52 AND COUNTY ROAD 21
 DP6837'INCH (53 CM) CANTON, AT TRUNK HIGHWAY 52 MILE POINT 7.15.
 DP6837'
 DP6837'IT IS 69.4 FT (21.2 M) NORTHEAST OF TRUNK HIGHWAY 52, 74.4 FT (22.7 M)
 DP6837'EAST OF COUNTY ROAD 115, 1.5 FT (0.5 M) SOUTHWEST OF A WITNESS POST.
 DP6837'
 DP6837'THE STATION STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM
 DP6837'ROD DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION REMOVABLE
 DP6837'DISK SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH
 DP6837'PVC PIPE BACK FILLED WITH WASHED SAND.
 DP6837
 DP6837                          STATION RECOVERY (2020)
 DP6837
 DP6837'RECOVERY NOTE BY MN DEPT OF TRANSP 2020 (KMS)
 DP6837'RECOVERED IN GOOD CONDITION.
 DP6837
 DP6837                          STATION RECOVERY (2024)
 DP6837
 DP6837'RECOVERY NOTE BY MN DEPT OF TRANSP 2024 (KMS)
 DP6837'3.0 MI (4.8 KM) NORTHWEST OF CANTON, 2.75 MI (4.42 KM) NORTHWEST ALONG
 DP6837'TRUNK HIGHWAY 52 FROM THE JUNCTION OF TRUNK HIGHWAY 52 AND COUNTY ROAD
 DP6837'21 IN CANTON, AT TRUNK HIGHWAY 52 MILE POINT 7.15, 69.4 FT (21.2 M)
 DP6837'NORTHEAST OF TRUNK HIGHWAY 52, 74.4 FT (22.7 M) EAST OF COUNTY ROAD
 DP6837'115, 1.5 FT (0.5 M) SOUTHWEST OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DP6836 ***********************************************************************
 DP6836  DESIGNATION -  2309 AD
 DP6836  PID         -  DP6836
 DP6836  STATE/COUNTY-  MN/FILLMORE
 DP6836  COUNTRY     -  US
 DP6836  USGS QUAD   -  CANTON (2019)
 DP6836
 DP6836                         *CURRENT SURVEY CONTROL
 DP6836  ______________________________________________________________________
 DP6836* NAD 83(1986) POSITION- 43 33 19.38   (N) 091 59 24.50   (W)   HD_HELD1
 DP6836* NAVD 88 ORTHO HEIGHT -   410.397 (meters)     1346.44  (feet) ADJUSTED
 DP6836  ______________________________________________________________________
 DP6836  GEOID HEIGHT    -        -30.223 (meters)                     GEOID18
 DP6836  DYNAMIC HEIGHT  -        410.301 (meters)     1346.13  (feet) COMP
 DP6836  MODELED GRAVITY -    980,372.2   (mgal)                       NAVD 88
 DP6836
 DP6836  VERT ORDER      -  SECOND    CLASS I
 DP6836
 DP6836.The horizontal coordinates were determined by differentially corrected
 DP6836.hand held GPS observations or other comparable positioning techniques
 DP6836.and have an estimated accuracy of +/- 3 meters.
 DP6836
 DP6836.The orthometric height was determined by differential leveling and
 DP6836.adjusted by the NATIONAL GEODETIC SURVEY
 DP6836.in June 2015.
 DP6836
 DP6836.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP6836.GEOID18 height accuracy estimate available here.
 DP6836
 DP6836.Click photographs - Photos may exist for this station.
 DP6836
 DP6836.The dynamic height is computed by dividing the NAVD 88
 DP6836.geopotential number by the normal gravity value computed on the
 DP6836.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP6836.degrees latitude (g = 980.6199 gals.).
 DP6836
 DP6836.The modeled gravity was interpolated from observed gravity values.
 DP6836
 DP6836;                    North         East    Units  Estimated Accuracy
 DP6836;SPC MN S     -   163,708.0     962,395.2     MT  (+/- 3 meters HH1 GPS) 
 DP6836
 DP6836_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWJ8156722987(NAD 83)
 DP6836
 DP6836                          SUPERSEDED SURVEY CONTROL
 DP6836
 DP6836.No superseded survey control is available for this station.
 DP6836
 DP6836_MARKER: I = METAL ROD
 DP6836_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DP6836_STAMPING: 2309 AD 2013
 DP6836_MARK LOGO: MNDT
 DP6836_PROJECTION: RECESSED 5 CENTIMETERS
 DP6836_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DP6836_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DP6836_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP6836+SATELLITE: SATELLITE OBSERVATIONS - July 24, 2024
 DP6836_ROD/PIPE-DEPTH: 5.5 meters
 DP6836
 DP6836  HISTORY     - Date     Condition        Report By
 DP6836  HISTORY     - 20130522 MONUMENTED       MNDT
 DP6836  HISTORY     - 20240724 GOOD             MNDT
 DP6836
 DP6836                          STATION DESCRIPTION
 DP6836
 DP6836'DESCRIBED BY MN DEPT OF TRANSP 2013
 DP6836'THE STATION IS LOCATED ABOUT 9.2 MI (14.8 KM) SOUTH-SOUTHEAST OF
 DP6836'PRESTON, 3.5 MI (5.6 KM) WEST-NORTHWEST OF CANTON AND 1.0 MI (1.6 KM)
 DP6836'EAST OF HARMONY.
 DP6836'
 DP6836'1.0 MILE EAST OF HARMONY, 1.0 MI (1.6 KM) EAST ALONG TRUNK HIGHWAY 52
 DP6836'FROM THE JUNCTION OF TRUNK HIGHWAY 52 AND TRUNK HIGHWAY 139 INCH (353
 DP6836'CM) HARMONY, AT TRUNK HIGHWAY 52 MILE POINT 8.20.
 DP6836'
 DP6836'IT IS 80.7 FT (24.6 M) NORTH OF TRUNK HIGHWAY 52, 62.1 FT (18.9 M)
 DP6836'WEST OF 331ST AVENUE, 1.5 FT (0.5 M) SOUTH OF A WITNESS POST.
 DP6836'
 DP6836'THE STATION STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM
 DP6836'ROD DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION REMOVABLE
 DP6836'DISK SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH
 DP6836'PVC PIPE BACK FILLED WITH WASHED SAND.
 DP6836
 DP6836                          STATION RECOVERY (2024)
 DP6836
 DP6836'RECOVERY NOTE BY MN DEPT OF TRANSP 2024 (KMS)
 DP6836'1.0 MI (1.6 KM) EAST OF HARMONY, 1.0 MI (1.6 KM) EAST ALONG TRUNK
 DP6836'HIGHWAY 52 FROM THE JUNCTION OF TRUNK HIGHWAY 52 AND TRUNK HIGHWAY 139
 DP6836'IN HARMONY, AT TRUNK HIGHWAY 52 MILE POINT 8.20, 80.7 FT (24.6 M)
 DP6836'NORTH OF TRUNK HIGHWAY 52, 62.1 FT (18.9 M) WEST OF 331ST AVENUE, 1.5
 DP6836'FT (0.5 M) SOUTH OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DP6828 ***********************************************************************
 DP6828  DESIGNATION -  2309 AE
 DP6828  PID         -  DP6828
 DP6828  STATE/COUNTY-  MN/FILLMORE
 DP6828  COUNTRY     -  US
 DP6828  USGS QUAD   -  HARMONY (2019)
 DP6828
 DP6828                         *CURRENT SURVEY CONTROL
 DP6828  ______________________________________________________________________
 DP6828* NAD 83(1986) POSITION- 43 34 54.68   (N) 092 00 34.42   (W)   HD_HELD1
 DP6828* NAVD 88 ORTHO HEIGHT -   401.704 (meters)     1317.92  (feet) ADJUSTED
 DP6828  ______________________________________________________________________
 DP6828  GEOID HEIGHT    -        -30.238 (meters)                     GEOID18
 DP6828  DYNAMIC HEIGHT  -        401.611 (meters)     1317.62  (feet) COMP
 DP6828  MODELED GRAVITY -    980,375.0   (mgal)                       NAVD 88
 DP6828
 DP6828  VERT ORDER      -  SECOND    CLASS I
 DP6828
 DP6828.The horizontal coordinates were determined by differentially corrected
 DP6828.hand held GPS observations or other comparable positioning techniques
 DP6828.and have an estimated accuracy of +/- 3 meters.
 DP6828
 DP6828.The orthometric height was determined by differential leveling and
 DP6828.adjusted by the NATIONAL GEODETIC SURVEY
 DP6828.in June 2015.
 DP6828
 DP6828.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP6828.GEOID18 height accuracy estimate available here.
 DP6828
 DP6828.Click photographs - Photos may exist for this station.
 DP6828
 DP6828.The dynamic height is computed by dividing the NAVD 88
 DP6828.geopotential number by the normal gravity value computed on the
 DP6828.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP6828.degrees latitude (g = 980.6199 gals.).
 DP6828
 DP6828.The modeled gravity was interpolated from observed gravity values.
 DP6828
 DP6828;                    North         East    Units  Estimated Accuracy
 DP6828;SPC MN S     -   166,610.0     960,754.6     MT  (+/- 3 meters HH1 GPS) 
 DP6828
 DP6828_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWJ7996325908(NAD 83)
 DP6828
 DP6828                          SUPERSEDED SURVEY CONTROL
 DP6828
 DP6828.No superseded survey control is available for this station.
 DP6828
 DP6828_MARKER: I = METAL ROD
 DP6828_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DP6828_STAMPING: 2309 AE 2013
 DP6828_MARK LOGO: MNDT
 DP6828_PROJECTION: RECESSED 5 CENTIMETERS
 DP6828_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DP6828_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DP6828_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP6828+SATELLITE: SATELLITE OBSERVATIONS - July 31, 2024
 DP6828_ROD/PIPE-DEPTH: 3.3 meters
 DP6828
 DP6828  HISTORY     - Date     Condition        Report By
 DP6828  HISTORY     - 20130514 MONUMENTED       MNDT
 DP6828  HISTORY     - 20201209 GOOD             MNDT
 DP6828  HISTORY     - 20240731 GOOD             MNDT
 DP6828
 DP6828                          STATION DESCRIPTION
 DP6828
 DP6828'DESCRIBED BY MN DEPT OF TRANSP 2013
 DP6828'THE STATION IS LOCATED ABOUT 7.1 MI (11.4 KM) SOUTH-SOUTHEAST OF
 DP6828'PRESTON, 5.4 MI (8.7 KM) NORTHWEST OF CANTON AND 1.8 MI (2.9 KM) NORTH
 DP6828'OF HARMONY.
 DP6828'
 DP6828'2.0 MILES NORTH OF HARMONY, 1.75 MI (2.8 KM) NORTH ALONG TRUNK HIGHWAY
 DP6828'52 FROM THE JUNCTION OF TRUNK HIGHWAY 52 AND TRUNK HIGHWAY 139 INCH
 DP6828'(353 CM) HARMONY, AT TRUNK HIGHWAY 52 MILE POINT 11.0.
 DP6828'
 DP6828'IT IS 62.3 FT (19.0 M) EAST OF TRUNK HIGHWAY 52, 24.5 FT (7.5 M) SOUTH
 DP6828'OF DRIVEWAY NUMBER 15618, 1.5 FT (0.5 M) WEST OF A WITNESS POST.
 DP6828'
 DP6828'THE STATION STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM
 DP6828'ROD DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION REMOVABLE
 DP6828'DISK SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH
 DP6828'PVC PIPE BACK FILLED WITH WASHED SAND.
 DP6828
 DP6828                          STATION RECOVERY (2020)
 DP6828
 DP6828'RECOVERY NOTE BY MN DEPT OF TRANSP 2020 (KMS)
 DP6828'RECOVERED IN GOOD CONDITION.
 DP6828
 DP6828                          STATION RECOVERY (2024)
 DP6828
 DP6828'RECOVERY NOTE BY MN DEPT OF TRANSP 2024 (KMS)
 DP6828'2.0 MI (3.2 KM) NORTH OF HARMONY, 1.75 MI (2.82 KM) NORTH ALONG TRUNK
 DP6828'HIGHWAY 52 FROM THE JUNCTION OF TRUNK HIGHWAY 52 AND TRUNK HIGHWAY 139
 DP6828'IN HARMONY, AT TRUNK HIGHWAY 52 MILE POINT 11.0, 62.3 FT (19.0 M) EAST
 DP6828'OF TRUNK HIGHWAY 52, 24.5 FT (7.5 M) SOUTH OF DRIVEWAY NUMBER 15618,
 DP6828'1.5 FT (0.5 M) WEST OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DP6823 ***********************************************************************
 DP6823  DESIGNATION -  2309 AF
 DP6823  PID         -  DP6823
 DP6823  STATE/COUNTY-  MN/FILLMORE
 DP6823  COUNTRY     -  US
 DP6823  USGS QUAD   -  PRESTON (2019)
 DP6823
 DP6823                         *CURRENT SURVEY CONTROL
 DP6823  ______________________________________________________________________
 DP6823* NAD 83(1986) POSITION- 43 38 14.36   (N) 092 01 28.55   (W)   HD_HELD1
 DP6823* NAVD 88 ORTHO HEIGHT -   380.330 (meters)     1247.80  (feet) ADJUSTED
 DP6823  ______________________________________________________________________
 DP6823  GEOID HEIGHT    -        -30.223 (meters)                     GEOID18
 DP6823  DYNAMIC HEIGHT  -        380.246 (meters)     1247.52  (feet) COMP
 DP6823  MODELED GRAVITY -    980,387.1   (mgal)                       NAVD 88
 DP6823
 DP6823  VERT ORDER      -  SECOND    CLASS I
 DP6823
 DP6823.The horizontal coordinates were determined by differentially corrected
 DP6823.hand held GPS observations or other comparable positioning techniques
 DP6823.and have an estimated accuracy of +/- 3 meters.
 DP6823
 DP6823.The orthometric height was determined by differential leveling and
 DP6823.adjusted by the NATIONAL GEODETIC SURVEY
 DP6823.in June 2015.
 DP6823
 DP6823.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP6823.GEOID18 height accuracy estimate available here.
 DP6823
 DP6823.Click photographs - Photos may exist for this station.
 DP6823
 DP6823.The dynamic height is computed by dividing the NAVD 88
 DP6823.geopotential number by the normal gravity value computed on the
 DP6823.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP6823.degrees latitude (g = 980.6199 gals.).
 DP6823
 DP6823.The modeled gravity was interpolated from observed gravity values.
 DP6823
 DP6823;                    North         East    Units  Estimated Accuracy
 DP6823;SPC MN S     -   172,741.6     959,391.5     MT  (+/- 3 meters HH1 GPS) 
 DP6823
 DP6823_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWJ7867732054(NAD 83)
 DP6823
 DP6823                          SUPERSEDED SURVEY CONTROL
 DP6823
 DP6823.No superseded survey control is available for this station.
 DP6823
 DP6823_MARKER: I = METAL ROD
 DP6823_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DP6823_STAMPING: 2309 AF 2013
 DP6823_MARK LOGO: MNDT
 DP6823_PROJECTION: FLUSH
 DP6823_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DP6823_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DP6823_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP6823+SATELLITE: SATELLITE OBSERVATIONS - July 30, 2024
 DP6823_ROD/PIPE-DEPTH: 4.6 meters
 DP6823
 DP6823  HISTORY     - Date     Condition        Report By
 DP6823  HISTORY     - 20130522 MONUMENTED       MNDT
 DP6823  HISTORY     - 20201209 GOOD             MNDT
 DP6823  HISTORY     - 20240730 GOOD             MNDT
 DP6823
 DP6823                          STATION DESCRIPTION
 DP6823
 DP6823'DESCRIBED BY MN DEPT OF TRANSP 2013
 DP6823'THE STATION IS LOCATED ABOUT 6.2 MI (10.0 KM) SOUTH-SOUTHWEST OF
 DP6823'LANESBORO, 5.7 MI (9.2 KM) NORTH OF HARMONY AND 3.7 MI (6.0 KM)
 DP6823'SOUTHEAST OF PRESTON.
 DP6823'
 DP6823'5.8 MILES SOUTHEAST OF PRESTON, 2.0 MI (3.2 KM) SOUTHEAST ALONG TRUNK
 DP6823'HIGHWAY 52 FROM THE JUNCTION OF TRUNK HIGHWAY 52 AND TRUNK HIGHWAY 16
 DP6823'NORTH (THE JUNCTION IS 3.0 MI (4.8 KM) SOUTHEAST OF PRESTON), AT TRUNK
 DP6823'HIGHWAY 52 MILE POINT 15.0.
 DP6823'
 DP6823'IT IS 95.6 FT (29.1 M) NORTHEAST OF TRUNK HIGHWAY 52, 4.2 FT (1.3 M)
 DP6823'SOUTHWEST OF A FENCE LINE, 0.5 MI (0.8 KM) SOUTHEAST OF HUNTER ROAD,
 DP6823'1.5 FT (0.5 M) SOUTHWEST OF A WITNESS POST.
 DP6823'
 DP6823'THE STATION STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM
 DP6823'ROD DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION REMOVABLE
 DP6823'DISK SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH
 DP6823'PVC PIPE BACK FILLED WITH WASHED SAND.
 DP6823
 DP6823                          STATION RECOVERY (2020)
 DP6823
 DP6823'RECOVERY NOTE BY MN DEPT OF TRANSP 2020 (KMS)
 DP6823'RECOVERED IN GOOD CONDITION.
 DP6823
 DP6823                          STATION RECOVERY (2024)
 DP6823
 DP6823'RECOVERY NOTE BY MN DEPT OF TRANSP 2024 (RMJ)
 DP6823'5.8 MI (9.3 KM) SOUTHEAST OF PRESTON, 2.0 MI (3.2 KM) SOUTHEAST ALONG
 DP6823'TRUNK HIGHWAY 52 FROM THE JUNCTION OF TRUNK HIGHWAY 52 AND TRUNK
 DP6823'HIGHWAY 16 NORTH (THE JUNCTION IS 3.0 MI (4.8 KM) SOUTHEAST OF
 DP6823'PRESTON), AT TRUNK HIGHWAY 52 MILE POINT 15.0, 95.6 FT (29.1 M)
 DP6823'NORTHEAST OF TRUNK HIGHWAY 52, 4.2 FT (1.3 M) SOUTHWEST OF A FENCE
 DP6823'LINE, 0.5 MI (0.8 KM) SOUTHEAST OF HUNTER ROAD, 1.5 FT (0.5 M)
 DP6823'SOUTHWEST OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DP6820 ***********************************************************************
 DP6820  DESIGNATION -  2309 AG
 DP6820  PID         -  DP6820
 DP6820  STATE/COUNTY-  MN/FILLMORE
 DP6820  COUNTRY     -  US
 DP6820  USGS QUAD   -  PRESTON (2019)
 DP6820
 DP6820                         *CURRENT SURVEY CONTROL
 DP6820  ______________________________________________________________________
 DP6820* NAD 83(1986) POSITION- 43 39 58.39   (N) 092 03 00.72   (W)   HD_HELD1
 DP6820* NAVD 88 ORTHO HEIGHT -   329.842 (meters)     1082.16  (feet) ADJUSTED
 DP6820  ______________________________________________________________________
 DP6820  GEOID HEIGHT    -        -30.223 (meters)                     GEOID18
 DP6820  DYNAMIC HEIGHT  -        329.773 (meters)     1081.93  (feet) COMP
 DP6820  MODELED GRAVITY -    980,399.9   (mgal)                       NAVD 88
 DP6820
 DP6820  VERT ORDER      -  SECOND    CLASS I
 DP6820
 DP6820.The horizontal coordinates were determined by differentially corrected
 DP6820.hand held GPS observations or other comparable positioning techniques
 DP6820.and have an estimated accuracy of +/- 3 meters.
 DP6820
 DP6820.The orthometric height was determined by differential leveling and
 DP6820.adjusted by the NATIONAL GEODETIC SURVEY
 DP6820.in June 2015.
 DP6820
 DP6820.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP6820.GEOID18 height accuracy estimate available here.
 DP6820
 DP6820.Click photographs - Photos may exist for this station.
 DP6820
 DP6820.The dynamic height is computed by dividing the NAVD 88
 DP6820.geopotential number by the normal gravity value computed on the
 DP6820.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP6820.degrees latitude (g = 980.6199 gals.).
 DP6820
 DP6820.The modeled gravity was interpolated from observed gravity values.
 DP6820
 DP6820;                    North         East    Units  Estimated Accuracy
 DP6820;SPC MN S     -   175,901.9     957,249.5     MT  (+/- 3 meters HH1 GPS) 
 DP6820
 DP6820_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWJ7657535239(NAD 83)
 DP6820
 DP6820                          SUPERSEDED SURVEY CONTROL
 DP6820
 DP6820.No superseded survey control is available for this station.
 DP6820
 DP6820_MARKER: I = METAL ROD
 DP6820_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DP6820_STAMPING: 2309 AG 2013
 DP6820_MARK LOGO: MNDT
 DP6820_PROJECTION: RECESSED 5 CENTIMETERS
 DP6820_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DP6820_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DP6820_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP6820+SATELLITE: SATELLITE OBSERVATIONS - July 30, 2024
 DP6820_ROD/PIPE-DEPTH: 7.9 meters
 DP6820
 DP6820  HISTORY     - Date     Condition        Report By
 DP6820  HISTORY     - 20130514 MONUMENTED       MNDT
 DP6820  HISTORY     - 20240730 GOOD             MNDT
 DP6820
 DP6820                          STATION DESCRIPTION
 DP6820
 DP6820'DESCRIBED BY MN DEPT OF TRANSP 2013
 DP6820'THE STATION IS LOCATED ABOUT 6.7 MI (10.8 KM) SOUTHEAST OF FOUNTAIN,
 DP6820'5.3 MI (8.5 KM) SOUTHWEST OF LANESBORO AND 1.7 MI (2.7 KM) EAST OF
 DP6820'PRESTON.
 DP6820'
 DP6820'2.5 MILES EAST OF PRESTON, 2.8 MI (4.5 KM) SOUTHEAST ALONG TRUNK
 DP6820'HIGHWAY 52 FROM THE JUNCTION OF TRUNK HIGHWAY 52 AND TRUNK HIGHWAY 16,
 DP6820'AT TRUNK HIGHWAY 52 MILE POINT 17.90.
 DP6820'
 DP6820'IT IS 62.2 FT (19.0 M) SOUTH OF TRUNK HIGHWAY 52, 26.8 FT (8.2 M) EAST
 DP6820'OF DRIVEWAY, 1.5 FT (0.5 M) NORTH OF A WITNESS POST.
 DP6820'
 DP6820'THE STATION STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM
 DP6820'ROD DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION REMOVABLE
 DP6820'DISK SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH
 DP6820'PVC PIPE BACK FILLED WITH WASHED SAND.
 DP6820
 DP6820                          STATION RECOVERY (2024)
 DP6820
 DP6820'RECOVERY NOTE BY MN DEPT OF TRANSP 2024 (RMJ)
 DP6820'2.5 MI (4.0 KM) EAST OF PRESTON, 2.8 MI (4.5 KM) SOUTHEAST ALONG TRUNK
 DP6820'HIGHWAY 52 FROM THE JUNCTION OF TRUNK HIGHWAY 52 AND TRUNK HIGHWAY 16,
 DP6820'AT TRUNK HIGHWAY 52 MILE POINT 17.90, 62.2 FT (19.0 M) SOUTH OF TRUNK
 DP6820'HIGHWAY 52, 26.8 FT (8.2 M) EAST OF A DRIVEWAY, 1.5 FT (0.5 M) NORTH
 DP6820'OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DP6815 ***********************************************************************
 DP6815  DESIGNATION -  2309 AH
 DP6815  PID         -  DP6815
 DP6815  STATE/COUNTY-  MN/FILLMORE
 DP6815  COUNTRY     -  US
 DP6815  USGS QUAD   -  PRESTON (2019)
 DP6815
 DP6815                         *CURRENT SURVEY CONTROL
 DP6815  ______________________________________________________________________
 DP6815* NAD 83(1986) POSITION- 43 40 32.45   (N) 092 05 00.45   (W)   HD_HELD1
 DP6815* NAVD 88 ORTHO HEIGHT -   292.786 (meters)      960.58  (feet) ADJUSTED
 DP6815  ______________________________________________________________________
 DP6815  GEOID HEIGHT    -        -30.227 (meters)                     GEOID18
 DP6815  DYNAMIC HEIGHT  -        292.724 (meters)      960.38  (feet) COMP
 DP6815  MODELED GRAVITY -    980,400.6   (mgal)                       NAVD 88
 DP6815
 DP6815  VERT ORDER      -  SECOND    CLASS I
 DP6815
 DP6815.The horizontal coordinates were determined by differentially corrected
 DP6815.hand held GPS observations or other comparable positioning techniques
 DP6815.and have an estimated accuracy of +/- 3 meters.
 DP6815
 DP6815.The orthometric height was determined by differential leveling and
 DP6815.adjusted by the NATIONAL GEODETIC SURVEY
 DP6815.in June 2015.
 DP6815
 DP6815.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP6815.GEOID18 height accuracy estimate available here.
 DP6815
 DP6815.Click photographs - Photos may exist for this station.
 DP6815
 DP6815.The dynamic height is computed by dividing the NAVD 88
 DP6815.geopotential number by the normal gravity value computed on the
 DP6815.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP6815.degrees latitude (g = 980.6199 gals.).
 DP6815
 DP6815.The modeled gravity was interpolated from observed gravity values.
 DP6815
 DP6815;                    North         East    Units  Estimated Accuracy
 DP6815;SPC MN S     -   176,889.3     954,543.1     MT  (+/- 3 meters HH1 GPS) 
 DP6815
 DP6815_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWJ7388236260(NAD 83)
 DP6815
 DP6815                          SUPERSEDED SURVEY CONTROL
 DP6815
 DP6815.No superseded survey control is available for this station.
 DP6815
 DP6815_MARKER: I = METAL ROD
 DP6815_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DP6815_STAMPING: 2309 AH 2013
 DP6815_MARK LOGO: MNDT
 DP6815_PROJECTION: RECESSED 3 CENTIMETERS
 DP6815_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DP6815_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DP6815_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP6815+SATELLITE: SATELLITE OBSERVATIONS - July 30, 2024
 DP6815_ROD/PIPE-DEPTH: 9.75 meters
 DP6815
 DP6815  HISTORY     - Date     Condition        Report By
 DP6815  HISTORY     - 20130513 MONUMENTED       MNDT
 DP6815  HISTORY     - 20201208 GOOD             MNDT
 DP6815  HISTORY     - 20240730 GOOD             MNDT
 DP6815
 DP6815                          STATION DESCRIPTION
 DP6815
 DP6815'DESCRIBED BY MN DEPT OF TRANSP 2013
 DP6815'THE STATION IS LOCATED ABOUT 6.2 MI (10.0 KM) WEST-SOUTHWEST OF
 DP6815'LANESBORO, 5.2 MI (8.4 KM) SOUTH-SOUTHEAST OF FOUNTAIN AND IN THE TOWN
 DP6815'OF PRESTON, MN.
 DP6815'
 DP6815'IN PRESTON, AT THE JUNCTION OF TRUNK HIGHWAY 52 AND COUNTY ROAD 17
 DP6815'INCH (43 CM) PRESTON, AT TRUNK HIGHWAY 52 MILE POINT 19.70.
 DP6815'
 DP6815'IT IS 83.5 FT (25.5 M) NORTH OF TRUNK HIGHWAY 52, 48.1 FT (14.7 M)
 DP6815'WEST OF COUNTY ROAD 17 (ST PAUL STREET NORTHWEST), 1.5 FT (0.5 M) EAST
 DP6815'OF A WITNESS POST.
 DP6815'
 DP6815'THE STATION STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM
 DP6815'ROD DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION REMOVABLE
 DP6815'DISK SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH
 DP6815'PVC PIPE BACK FILLED WITH WASHED SAND.
 DP6815
 DP6815                          STATION RECOVERY (2020)
 DP6815
 DP6815'RECOVERY NOTE BY MN DEPT OF TRANSP 2020 (KMS)
 DP6815'RECOVERED IN GOOD CONDITION.
 DP6815
 DP6815                          STATION RECOVERY (2024)
 DP6815
 DP6815'RECOVERY NOTE BY MN DEPT OF TRANSP 2024 (RMJ)
 DP6815'IN PRESTON, AT THE JUNCTION OF TRUNK HIGHWAY 52 AND COUNTY ROAD 17 IN
 DP6815'PRESTON, AT TRUNK HIGHWAY 52 MILE POINT 19.70, 83.5 FT (25.5 M) NORTH
 DP6815'OF TRUNK HIGHWAY 52, 48.1 FT (14.7 M) WEST OF COUNTY ROAD 17 (ST PAUL
 DP6815'STREET NORTHWEST), 1.5 FT (0.5 M) EAST OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DR9339 ***********************************************************************
 DR9339  DESIGNATION -  2309 AJ
 DR9339  PID         -  DR9339
 DR9339  STATE/COUNTY-  MN/FILLMORE
 DR9339  COUNTRY     -  US
 DR9339  USGS QUAD   -  MABEL (2019)
 DR9339
 DR9339                         *CURRENT SURVEY CONTROL
 DR9339  ______________________________________________________________________
 DR9339* NAD 83(1986) POSITION- 43 30 03.58   (N) 091 52 13.76   (W)   HD_HELD1
 DR9339* NAVD 88 ORTHO HEIGHT -   402.861 (meters)     1321.72  (feet) ADJUSTED
 DR9339  ______________________________________________________________________
 DR9339  GEOID HEIGHT    -        -30.138 (meters)                     GEOID18
 DR9339  DYNAMIC HEIGHT  -        402.774 (meters)     1321.43  (feet) COMP
 DR9339  MODELED GRAVITY -    980,391.1   (mgal)                       NAVD 88
 DR9339
 DR9339  VERT ORDER      -  SECOND    CLASS I
 DR9339
 DR9339.The horizontal coordinates were determined by differentially corrected
 DR9339.hand held GPS observations or other comparable positioning techniques
 DR9339.and have an estimated accuracy of +/- 3 meters.
 DR9339
 DR9339.The orthometric height was determined by differential leveling and
 DR9339.adjusted by the NATIONAL GEODETIC SURVEY
 DR9339.in February 2024.
 DR9339
 DR9339.Significant digits in the geoid height do not necessarily reflect accuracy.
 DR9339.GEOID18 height accuracy estimate available here.
 DR9339
 DR9339.Click photographs - Photos may exist for this station.
 DR9339
 DR9339.The dynamic height is computed by dividing the NAVD 88
 DR9339.geopotential number by the normal gravity value computed on the
 DR9339.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DR9339.degrees latitude (g = 980.6199 gals.).
 DR9339
 DR9339.The modeled gravity was interpolated from observed gravity values.
 DR9339
 DR9339;                    North         East    Units  Estimated Accuracy
 DR9339;SPC MN S     -   157,911.6     972,218.1     MT  (+/- 3 meters HH1 GPS) 
 DR9339
 DR9339_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWJ9131317071(NAD 83)
 DR9339
 DR9339                          SUPERSEDED SURVEY CONTROL
 DR9339
 DR9339.No superseded survey control is available for this station.
 DR9339
 DR9339_MARKER: I = METAL ROD
 DR9339_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DR9339_STAMPING: 2309 AJ 2023
 DR9339_MARK LOGO: MNDT
 DR9339_PROJECTION: RECESSED 10 CENTIMETERS
 DR9339_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DR9339_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DR9339_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DR9339+SATELLITE: SATELLITE OBSERVATIONS - July 24, 2024
 DR9339_ROD/PIPE-DEPTH: 3.4 meters
 DR9339
 DR9339  HISTORY     - Date     Condition        Report By
 DR9339  HISTORY     - 20230418 MONUMENTED       MNDT
 DR9339  HISTORY     - 20240724 GOOD             MNDT
 DR9339
 DR9339                          STATION DESCRIPTION
 DR9339
 DR9339'DESCRIBED BY MN DEPT OF TRANSP 2023
 DR9339'THE MARK IS LOCATED ABOUT 7.9 MI (12.7 KM) EAST-SOUTHEAST OF HARMONY,
 DR9339'5.3 MI (8.5 KM) WEST-SOUTHWEST OF MABEL AND 3.6 MI (5.8 KM)
 DR9339'EAST-SOUTHEAST OF CANTON.
 DR9339'
 DR9339'THE MARK IS LOCATED ABOUT 3.6 MI (5.8 KM) SOUTHEAST OF CANTON, 1.0 MI
 DR9339'(1.6 KM) SOUTH ALONG TRUNK HIGHWAY 52 FROM THE JUNCTION OF TRUNK
 DR9339'HIGHWAY 52 AND TRUNK HIGHWAY 44 (THE JUNCTION IS 3.25 MI (5.23 KM)
 DR9339'SOUTHEAST OF CANTON), AT TRUNK HIGHWAY 52 MILE POINT 0.0.
 DR9339'
 DR9339'IT IS 170.8 FT (52.1 M) EAST OF TRUNK HIGHWAY 52, 77.0 FT (23.5 M)
 DR9339'NORTH OF 391ST AVENUE (STATE LINE ROAD) AND 2.0 FT (0.6 M) SOUTH OF A
 DR9339'RIGHT-OF-WAY AND WITNESS POST.
 DR9339'
 DR9339'NOTE-THE STATION STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER
 DR9339'ALUMINUM ROD DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION
 DR9339'REMOVABLE DISK SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY
 DR9339'A SIX-INCH PVC PIPE BACK FILLED WITH WASHED SAND.
 DR9339
 DR9339                          STATION RECOVERY (2024)
 DR9339
 DR9339'RECOVERY NOTE BY MN DEPT OF TRANSP 2024 (RMJ)
 DR9339'3.6 MI (5.8 KM) SOUTHEAST OF CANTON, 1.0 MI (1.6 KM) SOUTH ALONG TRUNK
 DR9339'HIGHWAY 52 FROM THE JUNCTION OF TRUNK HIGHWAY 52 AND TRUNK HIGHWAY 44
 DR9339'(THE JUNCTION IS 3.25 MI (5.23 KM) SOUTHEAST OF CANTON), AT TRUNK
 DR9339'HIGHWAY 52 MILE POINT 0.0, 170.8 FT (52.1 M) EAST OF TRUNK HIGHWAY 52,
 DR9339'77.0 FT (23.5 M) NORTH OF 391ST AVENUE (STATE LINE ROAD), 2.0 FT (0.6
 DR9339'M) SOUTH OF A RIGHT-OF-WAY AND WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 OO1507 ***********************************************************************
 OO1507  DESIGNATION -  2309 B
 OO1507  PID         -  OO1507
 OO1507  STATE/COUNTY-  MN/FILLMORE
 OO1507  COUNTRY     -  US
 OO1507  USGS QUAD   -  HARMONY (2019)
 OO1507
 OO1507                         *CURRENT SURVEY CONTROL
 OO1507  ______________________________________________________________________
 OO1507* NAD 83(1986) POSITION- 43 33 18.45   (N) 092 00 32.10   (W)   HD_HELD1
 OO1507* NAVD 88 ORTHO HEIGHT -   412.293 (meters)     1352.66  (feet) ADJUSTED
 OO1507  ______________________________________________________________________
 OO1507  GEOID HEIGHT    -        -30.243 (meters)                     GEOID18
 OO1507  DYNAMIC HEIGHT  -        412.196 (meters)     1352.35  (feet) COMP
 OO1507  MODELED GRAVITY -    980,371.0   (mgal)                       NAVD 88
 OO1507
 OO1507  VERT ORDER      -  SECOND    CLASS I
 OO1507
 OO1507.The horizontal coordinates were determined by differentially corrected
 OO1507.hand held GPS observations or other comparable positioning techniques
 OO1507.and have an estimated accuracy of +/- 3 meters.
 OO1507
 OO1507.The orthometric height was determined by differential leveling and
 OO1507.adjusted by the NATIONAL GEODETIC SURVEY
 OO1507.in June 1991.
 OO1507
 OO1507.Significant digits in the geoid height do not necessarily reflect accuracy.
 OO1507.GEOID18 height accuracy estimate available here.
 OO1507
 OO1507.Click photographs - Photos may exist for this station.
 OO1507
 OO1507.The dynamic height is computed by dividing the NAVD 88
 OO1507.geopotential number by the normal gravity value computed on the
 OO1507.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OO1507.degrees latitude (g = 980.6199 gals.).
 OO1507
 OO1507.The modeled gravity was interpolated from observed gravity values.
 OO1507
 OO1507;                    North         East    Units  Estimated Accuracy
 OO1507;SPC MN S     -   163,642.1     960,878.9     MT  (+/- 3 meters HH1 GPS) 
 OO1507
 OO1507_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWJ8005022940(NAD 83)
 OO1507
 OO1507                          SUPERSEDED SURVEY CONTROL
 OO1507
 OO1507.No superseded survey control is available for this station.
 OO1507
 OO1507_MARKER: DV = VERTICAL CONTROL DISK
 OO1507_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 OO1507_SP_SET: WATER TANK LEG BASE
 OO1507_STAMPING: 2309 B 1981
 OO1507_MARK LOGO: MNDT
 OO1507_MAGNETIC: N = NO MAGNETIC MATERIAL
 OO1507_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OO1507_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 OO1507+SATELLITE: SATELLITE OBSERVATIONS - July 30, 2024
 OO1507
 OO1507  HISTORY     - Date     Condition        Report By
 OO1507  HISTORY     - 19810401 MONUMENTED       MNDT
 OO1507  HISTORY     - 19911001 GOOD             MNDT
 OO1507  HISTORY     - 20130423 GOOD             MNDT
 OO1507  HISTORY     - 20240730 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.
 OO1507
 OO1507                          STATION RECOVERY (2013)
 OO1507
 OO1507'RECOVERY NOTE BY MN DEPT OF TRANSP 2013 (KMS)
 OO1507'THE STATION IS LOCATED ABOUT 8.8 MI (14.2 KM) SOUTH-SOUTHEAST OF
 OO1507'PRESTON, 4.3 MI (6.9 KM) WEST-NORTHWEST OF CANTON AND IN THE TOWN OF
 OO1507'HARMONY, MN.
 OO1507'
 OO1507'IN HARMONY, 0.1 MI (0.2 KM) SOUTH ALONG FIRST AVENUE NORTHEAST FROM
 OO1507'THE JUNCTION OF FIRST AVENUE AND TRUNK HIGHWAY 5 AT HARMONY, AT CITY
 OO1507'WATER TANK.
 OO1507'
 OO1507'IT IS 41.0 FT (12.5 M) WEST OF FIRST AVENUE NORTHEAST, 70.0 FT (21.3
 OO1507'M) SOUTH OF FIRST STREET NORTHEAST, ON EAST SIDE OF CONCRETE BASE OF
 OO1507'SOUTHEAST LEG OF WATER TANK.
 OO1507
 OO1507                          STATION RECOVERY (2024)
 OO1507
 OO1507'RECOVERY NOTE BY MN DEPT OF TRANSP 2024 (KMS)
 OO1507'IN HARMONY, 0.1 MI (0.2 KM) SOUTH ALONG FIRST AVENUE NORTHEAST FROM
 OO1507'THE JUNCTION OF FIRST AVENUE AND TRUNK HIGHWAY 52 IN HARMONY, AT A
 OO1507'CITY WATER TANK, 41.0 FT (12.5 M) WEST OF FIRST AVENUE NORTHEAST, 70.0
 OO1507'FT (21.3 M) SOUTH OF FIRST STREET NORTHEAST, ON THE EAST SIDE OF A
 OO1507'CONCRETE BASE OF THE SOUTHEAST LEG OF A WATER TANK.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 ON1226 ***********************************************************************
 ON1226  DESIGNATION -  2309 F
 ON1226  PID         -  ON1226
 ON1226  STATE/COUNTY-  MN/FILLMORE
 ON1226  COUNTRY     -  US
 ON1226  USGS QUAD   -  CANTON (2019)
 ON1226
 ON1226                         *CURRENT SURVEY CONTROL
 ON1226  ______________________________________________________________________
 ON1226* NAD 83(1986) POSITION- 43 33 14.36   (N) 091 57 52.48   (W)   HD_HELD1
 ON1226* NAVD 88 ORTHO HEIGHT -   410.972 (meters)     1348.33  (feet) ADJUSTED
 ON1226  ______________________________________________________________________
 ON1226  GEOID HEIGHT    -        -30.197 (meters)                     GEOID18
 ON1226  DYNAMIC HEIGHT  -        410.879 (meters)     1348.03  (feet) COMP
 ON1226  MODELED GRAVITY -    980,380.1   (mgal)                       NAVD 88
 ON1226
 ON1226  VERT ORDER      -  SECOND    CLASS I
 ON1226
 ON1226.The horizontal coordinates were determined by differentially corrected
 ON1226.hand held GPS observations or other comparable positioning techniques
 ON1226.and have an estimated accuracy of +/- 3 meters.
 ON1226
 ON1226.The orthometric height was determined by differential leveling and
 ON1226.adjusted by the NATIONAL GEODETIC SURVEY
 ON1226.in June 1991.
 ON1226
 ON1226.Significant digits in the geoid height do not necessarily reflect accuracy.
 ON1226.GEOID18 height accuracy estimate available here.
 ON1226
 ON1226.Click photographs - Photos may exist for this station.
 ON1226
 ON1226.The dynamic height is computed by dividing the NAVD 88
 ON1226.geopotential number by the normal gravity value computed on the
 ON1226.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ON1226.degrees latitude (g = 980.6199 gals.).
 ON1226
 ON1226.The modeled gravity was interpolated from observed gravity values.
 ON1226
 ON1226;                    North         East    Units  Estimated Accuracy
 ON1226;SPC MN S     -   163,604.2     964,463.9     MT  (+/- 3 meters HH1 GPS) 
 ON1226
 ON1226_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWJ8363322858(NAD 83)
 ON1226
 ON1226                          SUPERSEDED SURVEY CONTROL
 ON1226
 ON1226.No superseded survey control is available for this station.
 ON1226
 ON1226_MARKER: DV = VERTICAL CONTROL DISK
 ON1226_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 ON1226_STAMPING: 2309 F 1981
 ON1226_MARK LOGO: MNDT
 ON1226_PROJECTION: FLUSH
 ON1226_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 ON1226_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 ON1226_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 ON1226+SATELLITE: SATELLITE OBSERVATIONS - July 24, 2024
 ON1226
 ON1226  HISTORY     - Date     Condition        Report By
 ON1226  HISTORY     - 19810401 MONUMENTED       MNDT
 ON1226  HISTORY     - 20071003 GOOD             MNDT
 ON1226  HISTORY     - 20130423 GOOD             MNDT
 ON1226  HISTORY     - 20240724 GOOD             MNDT
 ON1226
 ON1226                          STATION DESCRIPTION
 ON1226
 ON1226'DESCRIBED BY MN DEPT OF TRANSP 1981
 ON1226'2.25 MI EAST FROM HARMONY.
 ON1226'THE MARK IS LOCATED ABOUT 2-1/4 MILES EAST OF THE TOWN OF HARMONY, IN
 ON1226'THE NW 1/4 OF SECTION 18, T101N, R9W, 2.3 MILES EAST ALONG TRUNK
 ON1226'HIGHWAY 52 FROM ITS JUNCTION WITH TRUNK HIGHWAY 139 AT HARMONY OR 0.25
 ON1226'MILE EAST ALONG TRUNK HIGHWAY 52 FROM ITS JUNCTION WITH COUNTY ROAD
 ON1226'115, 49.0 FEET NORTH OF THE CENTERLINE OF TRUNK HIGHWAY 52, 3.0 FEET
 ON1226'NORTH OF A POWER POLE WITH A GUY WIRE, 0.9 FOOT SOUTH OF A FENCELINE,
 ON1226'AND 0.6 FOOT SOUTH OF A STEEL WITNESS POST.  THE MARK, A STANDARD MNDT
 ON1226'ALUMINUM VERTICAL CONTROL MONUMENT DISK STAMPED---2309 F 1981---, IS
 ON1226'SET ON THE TOP OF A 3/4 INCH DIAMETER BY 13 FOOT LONG ALUMINUM ROD
 ON1226'DRIVEN TO REFUSAL THAT IS FLUSH WITH THE SURFACE OF THE GROUND AND
 ON1226'ABOUT LEVEL WITH TRUNK HIGHWAY 52 AT MILEPOINT 6.9.  A MAGNET IN THE
 ON1226'DISK MAKES THE MARK MAGNETIC.
 ON1226
 ON1226                          STATION RECOVERY (2007)
 ON1226
 ON1226'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (MPP)
 ON1226'THE STATION IS LOCATED ABOUT 10.0 MI (16.1 KM) SOUTHEAST OF PRESTON,
 ON1226'2.4 MI (3.9 KM) NORTHWEST OF CANTON AND 2.25 MI (3.6 KM) EAST OF
 ON1226'HARMONY, 2.3 MI (3.7 KM) EAST OF THE JUNCTION OF TRUNK HIGHWAY 139 AND
 ON1226'TRUNK HIGHWAY 52, AT TRUNK HIGHWAY 52 MILE POINT 5.15, 49.0 FT (14.9
 ON1226'M) NORTH OF TRUNK HIGHWAY 52, 0.9 FT (0.3 M) SOUTH OF A FENCE LINE,
 ON1226'0.6 FT (0.2 M) SOUTH OF A WITNESS POST.
 ON1226
 ON1226                          STATION RECOVERY (2013)
 ON1226
 ON1226'RECOVERY NOTE BY MN DEPT OF TRANSP 2013 (KMS)
 ON1226'THE STATION IS LOCATED ABOUT 10.0 MI (16.1 KM) SOUTHEAST OF PRESTON,
 ON1226'2.4 MI (3.9 KM) NORTHWEST OF CANTON AND 2.3 MI (3.7 KM) EAST OF
 ON1226'HARMONY.
 ON1226'
 ON1226'2.25 MILES EAST OF HARMONY, 2.3 MI (3.7 KM) EAST ALONG TRUNK HIGHWAY
 ON1226'52 FROM THE JUNCTION OF TRUNK HIGHWAY 52 AND TRUNK HIGHWAY 139, AT
 ON1226'TRUNK HIGHWAY 52 MILE POINT 6.90.
 ON1226'
 ON1226'IT IS 49.0 FT (14.9 M) NORTH OF TRUNK HIGHWAY 52, 0.9 FT (27 CM) SOUTH
 ON1226'OF A FENCE LINE, 0.6 FT (18 CM) SOUTH OF A WITNESS POST.
 ON1226
 ON1226                          STATION RECOVERY (2024)
 ON1226
 ON1226'RECOVERY NOTE BY MN DEPT OF TRANSP 2024 (KMS)
 ON1226'2.25 MI (3.62 KM) EAST OF HARMONY, 2.3 MI (3.7 KM) EAST ALONG TRUNK
 ON1226'HIGHWAY 52 FROM THE JUNCTION OF TRUNK HIGHWAY 52 AND TRUNK HIGHWAY
 ON1226'139, AT TRUNK HIGHWAY 52 MILE POINT 6.90, 49.0 FT (14.9 M) NORTH OF
 ON1226'TRUNK HIGHWAY 52, 0.9 FT (27 CM) SOUTH OF A FENCE LINE, 0.6 FT (18 CM)
 ON1226'SOUTH OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 ON1222 ***********************************************************************
 ON1222  DESIGNATION -  2309 K
 ON1222  PID         -  ON1222
 ON1222  STATE/COUNTY-  MN/FILLMORE
 ON1222  COUNTRY     -  US
 ON1222  USGS QUAD   -  CANTON (2019)
 ON1222
 ON1222                         *CURRENT SURVEY CONTROL
 ON1222  ______________________________________________________________________
 ON1222* NAD 83(1986) POSITION- 43 31 45.58   (N) 091 55 48.50   (W)   HD_HELD1
 ON1222* NAVD 88 ORTHO HEIGHT -   409.954 (meters)     1344.99  (feet) ADJUSTED
 ON1222  ______________________________________________________________________
 ON1222  GEOID HEIGHT    -        -30.163 (meters)                     GEOID18
 ON1222  DYNAMIC HEIGHT  -        409.863 (meters)     1344.69  (feet) COMP
 ON1222  MODELED GRAVITY -    980,386.7   (mgal)                       NAVD 88
 ON1222
 ON1222  VERT ORDER      -  SECOND    CLASS I
 ON1222
 ON1222.The horizontal coordinates were determined by differentially corrected
 ON1222.hand held GPS observations or other comparable positioning techniques
 ON1222.and have an estimated accuracy of +/- 3 meters.
 ON1222
 ON1222.The orthometric height was determined by differential leveling and
 ON1222.adjusted by the NATIONAL GEODETIC SURVEY
 ON1222.in June 1991.
 ON1222
 ON1222.Significant digits in the geoid height do not necessarily reflect accuracy.
 ON1222.GEOID18 height accuracy estimate available here.
 ON1222
 ON1222.Click photographs - Photos may exist for this station.
 ON1222
 ON1222.The dynamic height is computed by dividing the NAVD 88
 ON1222.geopotential number by the normal gravity value computed on the
 ON1222.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ON1222.degrees latitude (g = 980.6199 gals.).
 ON1222
 ON1222.The modeled gravity was interpolated from observed gravity values.
 ON1222
 ON1222;                    North         East    Units  Estimated Accuracy
 ON1222;SPC MN S     -   160,934.8     967,315.4     MT  (+/- 3 meters HH1 GPS) 
 ON1222
 ON1222_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWJ8645020154(NAD 83)
 ON1222
 ON1222                          SUPERSEDED SURVEY CONTROL
 ON1222
 ON1222.No superseded survey control is available for this station.
 ON1222
 ON1222_MARKER: DV = VERTICAL CONTROL DISK
 ON1222_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 ON1222_SP_SET: WATER TANK LEG BASE
 ON1222_STAMPING: 2309 K 1981
 ON1222_MARK LOGO: MNDT
 ON1222_MAGNETIC: N = NO MAGNETIC MATERIAL
 ON1222_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 ON1222_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 ON1222+SATELLITE: SATELLITE OBSERVATIONS - July 24, 2024
 ON1222
 ON1222  HISTORY     - Date     Condition        Report By
 ON1222  HISTORY     - 19810401 MONUMENTED       MNDT
 ON1222  HISTORY     - 20071008 GOOD             MNDT
 ON1222  HISTORY     - 20130424 GOOD             MNDT
 ON1222  HISTORY     - 20230411 GOOD             MNDT
 ON1222  HISTORY     - 20240724 GOOD             MNDT
 ON1222
 ON1222                          STATION DESCRIPTION
 ON1222
 ON1222'DESCRIBED BY MN DEPT OF TRANSP 1981
 ON1222'IN CANTON.
 ON1222'THE MARK IS LOCATED IN THE TOWN OF CANTON, IN THE NE 1/4 OF SECTION
 ON1222'29, T101N, R9W, IN THE TOP OF THE SOUTH CORNER OF THE CONCRETE BASE
 ON1222'FOR THE SOUTHEAST LEG OF THE CITY WATER TANK, 0.25 MILE SOUTH ALONG
 ON1222'COUNTY ROAD 21 FROM ITS JUNCTION WITH TRUNK HIGHWAY 52 AT CANTON, 92.0
 ON1222'FEET WEST OF THE WEST EDGE OF THE WEST CURB OF COUNTY ROAD 21, 36.7
 ON1222'FEET WEST OF THE SOUTHWEST CORNER OF A 1 STORY STUCCO PUMP HOUSE, AND
 ON1222'30.8 FEET NORTHWEST OF THE NORTHWEST CORNER OF A 1 STORY METAL FIRE
 ON1222'DEPARTMENT BUILDING.  THE MARK, A STANDARD MNDT VERTICAL CONTROL
 ON1222'MONUMENT DISK STAMPED---2309 K 1981---, IS SET FLUSH IN A DRILL HOLE
 ON1222'IN THE CONCRETE BASE OF THE SOUTHEAST LEG OF THE WATER TANK AND IS 3
 ON1222'INCHES ABOVE THE LEVEL OF THE GROUND.
 ON1222
 ON1222                          STATION RECOVERY (2007)
 ON1222
 ON1222'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (MPP)
 ON1222'THE STATION IS LOCATED ABOUT 8.1 MI (13.0 KM) WEST OF MABEL, 4.4 MI
 ON1222'(7.1 KM) EAST-SOUTHEAST OF HARMONY AND IN THE TOWN OF CANTON, AT THE
 ON1222'CITY WATER TANK, 92 FT (28.0 M) WEST OF WEST EDGE OF CURB ON COUNTY
 ON1222'ROAD 21, 36.7 FT (11.2 M) WEST OF THE SOUTHWEST CORNER OF PUMP HOUSE,
 ON1222'30.8 FT (9.4 M) NORTHWEST OF THE NORTHWEST CORNER OF FIRE DEPARTMENT
 ON1222'BUILDING, IN SOUTH CORNER OF CONCRETE BASE OF SOUTHEAST LEG OF WATER
 ON1222'TANK.
 ON1222
 ON1222                          STATION RECOVERY (2013)
 ON1222
 ON1222'RECOVERY NOTE BY MN DEPT OF TRANSP 2013 (MPP)
 ON1222'THE STATION IS LOCATED ABOUT 8.1 MI (13.0 KM) WEST OF MABEL, 4.4 MI
 ON1222'(7.1 KM) EAST-SOUTHEAST OF HARMONY AND IN THE TOWN OF CANTON, MN.
 ON1222'
 ON1222'IN CANTON, AT CITY WATER TANK, IN THE SOUTH CORNER OF CONCRETE BASE OF
 ON1222'SOUTHEAST LEG OF WATER TANK.
 ON1222'
 ON1222'IT IS 92.0 FT (28.0 M) WEST OF WEST EDGE OF CURB ALONG COUNTY ROAD 21,
 ON1222'36.7 FT (11.2 M) WEST OF THE SOUTHWEST CORNER OF PUMP HOUSE, 30.8 FT
 ON1222'(9.4 M) NORTHWEST OF THE NORTHWEST CORNER OF FIRE DEPARTMENT BUILDING.
 ON1222
 ON1222                          STATION RECOVERY (2023)
 ON1222
 ON1222'RECOVERY NOTE BY MN DEPT OF TRANSP 2023 (KMS)
 ON1222'RECOVERED AS DESCRIBED.
 ON1222
 ON1222                          STATION RECOVERY (2024)
 ON1222
 ON1222'RECOVERY NOTE BY MN DEPT OF TRANSP 2024 (KMS)
 ON1222'IN CANTON, 0.25 MI (0.40 KM) SOUTH ALONG COUNTY ROAD 21 FROM THE
 ON1222'JUNCTION OF COUNTY ROAD 21 AND TRUNK HIGHWAY 52 IN CANTON, THEN 0.05
 ON1222'MI (0.08 KM) WEST ON WEST PRAIRIE AVENUE, AT THE CITY WATER TANK, 100
 ON1222'FT (30.5 M) SOUTH OF WEST PRAIRIE AVENUE, 92.0 FT (28.0 M) WEST OF THE
 ON1222'WEST EDGE OF A CURB ALONG COUNTY ROAD 21, 36.7 FT (11.2 M) WEST OF THE
 ON1222'SOUTHWEST CORNER OF A PUMP HOUSE, 30.8 FT (9.4 M) NORTHWEST OF THE
 ON1222'NORTHWEST CORNER OF A FIRE DEPARTMENT BUILDING, IN THE SOUTH CORNER OF
 ON1222'A CONCRETE BASE OF THE SOUTHEAST LEG OF A WATER TANK.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 ON1221 ***********************************************************************
 ON1221  DESIGNATION -  2309 L
 ON1221  PID         -  ON1221
 ON1221  STATE/COUNTY-  MN/FILLMORE
 ON1221  COUNTRY     -  US
 ON1221  USGS QUAD   -  CANTON (2019)
 ON1221
 ON1221                         *CURRENT SURVEY CONTROL
 ON1221  ______________________________________________________________________
 ON1221* NAD 83(1986) POSITION- 43 31 52.45   (N) 091 55 36.76   (W)   HD_HELD1
 ON1221* NAVD 88 ORTHO HEIGHT -   408.627 (meters)     1340.64  (feet) ADJUSTED
 ON1221  ______________________________________________________________________
 ON1221  GEOID HEIGHT    -        -30.161 (meters)                     GEOID18
 ON1221  DYNAMIC HEIGHT  -        408.538 (meters)     1340.35  (feet) COMP
 ON1221  MODELED GRAVITY -    980,387.4   (mgal)                       NAVD 88
 ON1221
 ON1221  VERT ORDER      -  SECOND    CLASS I
 ON1221
 ON1221.The horizontal coordinates were determined by differentially corrected
 ON1221.hand held GPS observations or other comparable positioning techniques
 ON1221.and have an estimated accuracy of +/- 3 meters.
 ON1221
 ON1221.The orthometric height was determined by differential leveling and
 ON1221.adjusted by the NATIONAL GEODETIC SURVEY
 ON1221.in February 2024.
 ON1221
 ON1221.Significant digits in the geoid height do not necessarily reflect accuracy.
 ON1221.GEOID18 height accuracy estimate available here.
 ON1221
 ON1221.Click photographs - Photos may exist for this station.
 ON1221
 ON1221.The dynamic height is computed by dividing the NAVD 88
 ON1221.geopotential number by the normal gravity value computed on the
 ON1221.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ON1221.degrees latitude (g = 980.6199 gals.).
 ON1221
 ON1221.The modeled gravity was interpolated from observed gravity values.
 ON1221
 ON1221;                    North         East    Units  Estimated Accuracy
 ON1221;SPC MN S     -   161,153.5     967,573.6     MT  (+/- 3 meters HH1 GPS) 
 ON1221
 ON1221_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWJ8671120369(NAD 83)
 ON1221
 ON1221                          SUPERSEDED SURVEY CONTROL
 ON1221
 ON1221  NAVD 88 (06/15/91)  408.634  (m)         1340.66   (f) SUPERSEDED  2 1
 ON1221
 ON1221.Superseded values are not recommended for survey control.
 ON1221
 ON1221.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ON1221.See file dsdata.pdf to determine how the superseded data were derived.
 ON1221
 ON1221_MARKER: DV = VERTICAL CONTROL DISK
 ON1221_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 ON1221+WITH SETTING: PAVEMENT
 ON1221_SP_SET: SLAB OVER BOILER ROOM
 ON1221_STAMPING: 2309 L 1981
 ON1221_MARK LOGO: MNDT
 ON1221_MAGNETIC: N = NO MAGNETIC MATERIAL
 ON1221_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ON1221+STABILITY: SURFACE MOTION
 ON1221_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 ON1221+SATELLITE: SATELLITE OBSERVATIONS - April 11, 2023
 ON1221
 ON1221  HISTORY     - Date     Condition        Report By
 ON1221  HISTORY     - 19810401 MONUMENTED       MNDT
 ON1221  HISTORY     - 20071003 GOOD             MNDT
 ON1221  HISTORY     - 20130424 GOOD             MNDT
 ON1221  HISTORY     - 20230411 GOOD             MNDT
 ON1221
 ON1221                          STATION DESCRIPTION
 ON1221
 ON1221'DESCRIBED BY MN DEPT OF TRANSP 1981
 ON1221'IN CANTON.
 ON1221'THE MARK IS LOCATED IN THE TOWN OF CANTON, IN THE SW 1/4 OF SECTION
 ON1221'21, T101N, R9W, IN THE TOP OF THE NORTHWEST CORNER OF THE CONCRETE
 ON1221'ROOF OF THE BOILER ROOM AT THE CANTON SCHOOLHOUSE, 0.1 MILE SOUTH OF
 ON1221'TRUNK HIGHWAY 52, 0.15 MILE EAST OF COUNTY ROAD 21, 39.9 FEET EAST OF
 ON1221'THE NORTHEAST CORNER OF THE 2-1/2 STORY BRICK SCHOOLHOUSE, 87 FEET
 ON1221'EAST OF A NORTH - SOUTH STREET, 1.0 FOOT NORTH OF THE NORTH WALL OF
 ON1221'THE SCHOOLHOUSE, AND 7.7 FEET SOUTH OF THE NORTHWEST CORNER OF THE
 ON1221'CONCRETE SLAB OVER THE BOILER ROOM.  THE MARK, A STANDARD MNDT
 ON1221'VERTICAL CONTROL MONUMENT DISK STAMPED---2309 L 1981---, IS SET FLUSH
 ON1221'IN A DRILL HOLE IN THE CONCRETE SLAB AND IS ABOUT 2 FEET ABOVE THE
 ON1221'LEVEL OF THE STREET.
 ON1221
 ON1221                          STATION RECOVERY (2007)
 ON1221
 ON1221'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (MPP)
 ON1221'THE STATION IS LOCATED ABOUT 7.9 MI (12.7 KM) WEST OF MABEL, 4.5 MI
 ON1221'(7.2 KM) EAST-SOUTHEAST OF HARMONY AND IN THE TOWN OF CANTON, ON TOP
 ON1221'OF THE NORTHWEST CORNER OF THE CONCRETE ROOF OF THE BOILER ROOM AT THE
 ON1221'CANTON SCHOOLHOUSE, 0.1 MI (0.2 KM) SOUTH OF TRUNK HIGHWAY 52, 0.15 MI
 ON1221'(0.2 KM) EAST OF COUNTY ROAD 21 ON FILLMORE AVENUE, 39.9 FT (12.2 M)
 ON1221'EAST OF THE NORTHEAST CORNER OF SCHOOL, 87 FT (26.5 M) EAST OF OAK
 ON1221'STREET, 1.0 FT (0.3 M) NORTH OF NORTH WALL OF SCHOOL, 7.7 FT (2.3 M)
 ON1221'SOUTH OF THE NORTHWEST CORNER OF CONCRETE SLAB OVER BOILER ROOM.
 ON1221
 ON1221                          STATION RECOVERY (2013)
 ON1221
 ON1221'RECOVERY NOTE BY MN DEPT OF TRANSP 2013 (MPP)
 ON1221'THE STATION IS LOCATED ABOUT 7.9 MI (12.7 KM) WEST OF MABEL, 4.5 MI
 ON1221'(7.2 KM) EAST-SOUTHEAST OF HARMONY AND IN THE TOWN OF CANTON, MN.
 ON1221'
 ON1221'IN CANTON, 1 BLOCK SOUTH ALONG COUNTY ROAD 21 FROM THE JUNCTION OF
 ON1221'COUNTY ROAD 21 AND TRUNK HIGHWAY 52 INCH (132 CM) CANTON, THEN 0.15 MI
 ON1221'(0.2 KM) EAST ON FILLMORE AVENUE, THEN HALF A BLOCK SOUTH ON OAK
 ON1221'STREET, ON TOP OF THE NORTHWEST CORNER OF CONCRETE ROOF OF BOILER ROOM
 ON1221'AT CANTON SCHOOLHOUSE.
 ON1221'
 ON1221'IT IS 39.9 FT (12.2 M) EAST OF THE NORTHEAST CORNER OF SCHOOL, 87.0 FT
 ON1221'(26.5 M) EAST OF OAK STREET, 7.7 FT (2.3 M) SOUTH OF THE NORTHWEST
 ON1221'CORNER OF CONCRETE SLAB OVER BOILER ROOM, 1.0 FT (0.3 M) NORTH OF
 ON1221'NORTH WALL OF SCHOOL.
 ON1221
 ON1221                          STATION RECOVERY (2023)
 ON1221
 ON1221'RECOVERY NOTE BY MN DEPT OF TRANSP 2023 (KMS)
 ON1221'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DK9884 ***********************************************************************
 DK9884  DESIGNATION -  2309 Q 1
 DK9884  PID         -  DK9884
 DK9884  STATE/COUNTY-  MN/FILLMORE
 DK9884  COUNTRY     -  US
 DK9884  USGS QUAD   -  CANTON (2019)
 DK9884
 DK9884                         *CURRENT SURVEY CONTROL
 DK9884  ______________________________________________________________________
 DK9884* NAD 83(1986) POSITION- 43 30 53.83   (N) 091 53 06.83   (W)   HD_HELD1
 DK9884* NAVD 88 ORTHO HEIGHT -   410.459 (meters)     1346.65  (feet) ADJUSTED
 DK9884  ______________________________________________________________________
 DK9884  GEOID HEIGHT    -        -30.140 (meters)                     GEOID18
 DK9884  DYNAMIC HEIGHT  -        410.371 (meters)     1346.36  (feet) COMP
 DK9884  MODELED GRAVITY -    980,391.9   (mgal)                       NAVD 88
 DK9884
 DK9884  VERT ORDER      -  SECOND    CLASS I
 DK9884
 DK9884.The horizontal coordinates were determined by differentially corrected
 DK9884.hand held GPS observations or other comparable positioning techniques
 DK9884.and have an estimated accuracy of +/- 3 meters.
 DK9884
 DK9884.The orthometric height was determined by differential leveling and
 DK9884.adjusted by the NATIONAL GEODETIC SURVEY
 DK9884.in April 2010.
 DK9884
 DK9884.Significant digits in the geoid height do not necessarily reflect accuracy.
 DK9884.GEOID18 height accuracy estimate available here.
 DK9884
 DK9884.Click photographs - Photos may exist for this station.
 DK9884
 DK9884.The dynamic height is computed by dividing the NAVD 88
 DK9884.geopotential number by the normal gravity value computed on the
 DK9884.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK9884.degrees latitude (g = 980.6199 gals.).
 DK9884
 DK9884.The modeled gravity was interpolated from observed gravity values.
 DK9884
 DK9884;                    North         East    Units  Estimated Accuracy
 DK9884;SPC MN S     -   159,431.1     970,986.0     MT  (+/- 3 meters HH1 GPS) 
 DK9884
 DK9884_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWJ9010018605(NAD 83)
 DK9884
 DK9884                          SUPERSEDED SURVEY CONTROL
 DK9884
 DK9884.No superseded survey control is available for this station.
 DK9884
 DK9884_MARKER: DD = SURVEY DISK
 DK9884_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 DK9884+WITH SETTING: PAVEMENT
 DK9884_SP_SET: PEDESTAL
 DK9884_STAMPING: 2309 Q 1 2006
 DK9884_MARK LOGO: MNDT
 DK9884_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DK9884_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DK9884+STABILITY: SURFACE MOTION
 DK9884_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DK9884+SATELLITE: SATELLITE OBSERVATIONS - July 24, 2024
 DK9884
 DK9884  HISTORY     - Date     Condition        Report By
 DK9884  HISTORY     - 20060829 MONUMENTED       MNDT
 DK9884  HISTORY     - 20071003 GOOD             MNDT
 DK9884  HISTORY     - 20230411 GOOD             MNDT
 DK9884  HISTORY     - 20240724 GOOD             MNDT
 DK9884
 DK9884                          STATION DESCRIPTION
 DK9884
 DK9884'DESCRIBED BY MN DEPT OF TRANSP 2007 (MPP)
 DK9884'THE STATION IS LOCATED ABOUT 6.9 MI (11.1 KM) EAST-SOUTHEAST OF
 DK9884'HARMONY, 5.8 MI (9.3 KM) WEST OF MABEL AND 2.5 MI (4.0 KM)
 DK9884'EAST-SOUTHEAST OF CANTON, 3.7 MI (6.0 KM) SOUTHEAST ALONG TRUNK
 DK9884'HIGHWAY 52 FROM THE JUNCTION OF TRUNK HIGHWAY 52 AND COUNTY ROAD 21 IN
 DK9884'CANTON, AT TRUNK HIGHWAY 52 MILE POINT 1.65, 67.2 FT (20.5 M) SOUTH OF
 DK9884'TRUNK HIGHWAY 52, 53.5 FT (16.3 M) WEST OF RWIS SITE.
 DK9884
 DK9884                          STATION RECOVERY (2023)
 DK9884
 DK9884'RECOVERY NOTE BY MN DEPT OF TRANSP 2023 (KMS)
 DK9884'RECOVERED AS DESCRIBED.
 DK9884
 DK9884                          STATION RECOVERY (2024)
 DK9884
 DK9884'RECOVERY NOTE BY MN DEPT OF TRANSP 2024 (KMS)
 DK9884'2.5 MI (4.0 KM) SOUTHEAST OF CANTON, 2.7 MI (4.3 KM) SOUTHEAST ALONG
 DK9884'TRUNK HIGHWAY 52 FROM THE JUNCTION OF TRUNK HIGHWAY 52 AND COUNTY ROAD
 DK9884'21 IN CANTON, AT TRUNK HIGHWAY 52 MILE POINT 1.65, 67.2 FT (20.5 M)
 DK9884'SOUTH OF TRUNK HIGHWAY 52, 53.5 FT (16.3 M) WEST OF A ROAD WEATHER
 DK9884'INFORMATION SYSTEM (RWIS) SITE.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 OO1506 ***********************************************************************
 OO1506  DESIGNATION -  2309 S
 OO1506  PID         -  OO1506
 OO1506  STATE/COUNTY-  MN/FILLMORE
 OO1506  COUNTRY     -  US
 OO1506  USGS QUAD   -  HARMONY (2019)
 OO1506
 OO1506                         *CURRENT SURVEY CONTROL
 OO1506  ______________________________________________________________________
 OO1506* NAD 83(1986) POSITION- 43 33 56.19   (N) 092 00 39.90   (W)   HD_HELD1
 OO1506* NAVD 88 ORTHO HEIGHT -   403.263 (meters)     1323.04  (feet) ADJUSTED
 OO1506  ______________________________________________________________________
 OO1506  GEOID HEIGHT    -        -30.243 (meters)                     GEOID18
 OO1506  DYNAMIC HEIGHT  -        403.168 (meters)     1322.73  (feet) COMP
 OO1506  MODELED GRAVITY -    980,372.2   (mgal)                       NAVD 88
 OO1506
 OO1506  VERT ORDER      -  SECOND    CLASS I
 OO1506
 OO1506.The horizontal coordinates were determined by differentially corrected
 OO1506.hand held GPS observations or other comparable positioning techniques
 OO1506.and have an estimated accuracy of +/- 3 meters.
 OO1506
 OO1506.The orthometric height was determined by differential leveling and
 OO1506.adjusted by the NATIONAL GEODETIC SURVEY
 OO1506.in June 2015.
 OO1506
 OO1506.Significant digits in the geoid height do not necessarily reflect accuracy.
 OO1506.GEOID18 height accuracy estimate available here.
 OO1506
 OO1506.Click photographs - Photos may exist for this station.
 OO1506
 OO1506.The dynamic height is computed by dividing the NAVD 88
 OO1506.geopotential number by the normal gravity value computed on the
 OO1506.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OO1506.degrees latitude (g = 980.6199 gals.).
 OO1506
 OO1506.The modeled gravity was interpolated from observed gravity values.
 OO1506
 OO1506;                    North         East    Units  Estimated Accuracy
 OO1506;SPC MN S     -   164,802.3     960,675.6     MT  (+/- 3 meters HH1 GPS) 
 OO1506
 OO1506_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWJ7986124102(NAD 83)
 OO1506
 OO1506                          SUPERSEDED SURVEY CONTROL
 OO1506
 OO1506  NAVD 88 (06/15/91)  403.257  (m)         1323.02   (f) SUPERSEDED  2 1
 OO1506
 OO1506.Superseded values are not recommended for survey control.
 OO1506
 OO1506.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OO1506.See file dsdata.pdf to determine how the superseded data were derived.
 OO1506
 OO1506_MARKER: DV = VERTICAL CONTROL DISK
 OO1506_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 OO1506+WITH SETTING: INFORMATION.
 OO1506_STAMPING: 2309 S 1983
 OO1506_MARK LOGO: MNDT
 OO1506_PROJECTION: FLUSH
 OO1506_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 OO1506_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OO1506_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OO1506+SATELLITE: SATELLITE OBSERVATIONS - July 31, 2024
 OO1506
 OO1506  HISTORY     - Date     Condition        Report By
 OO1506  HISTORY     - 19831101 MONUMENTED       MNDT
 OO1506  HISTORY     - 19911001 GOOD             MNDT
 OO1506  HISTORY     - 20130423 GOOD             MNDT
 OO1506  HISTORY     - 20240731 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.
 OO1506
 OO1506                          STATION RECOVERY (2013)
 OO1506
 OO1506'RECOVERY NOTE BY MN DEPT OF TRANSP 2013 (KMS)
 OO1506'THE STATION IS LOCATED ABOUT 8.1 MI (13.0 KM) SOUTH-SOUTHEAST OF
 OO1506'PRESTON, 4.8 MI (7.7 KM) WEST-NORTHWEST OF CANTON AND 0.7 MI (1.1 KM)
 OO1506'NORTH OF HARMONY.
 OO1506'
 OO1506'0.6 MILE NORTH OF HARMONY, 0.6 MI (1.0 KM) NORTH OF THE JUNCTION OF
 OO1506'TRUNK HIGHWAY 52 AND TRUNK HIGHWAY 44 INCH (112 CM) HARMONY, AT TRUNK
 OO1506'HIGHWAY 52 MILE POINT 9.85.
 OO1506'
 OO1506'IT IS 300.0 FT (91.4 M) WEST OF TRUNK HIGHWAY 52, 43.0 FT (13.1 M)
 OO1506'SOUTH OF COUNTY ROAD 22, 15.0 FT (4.6 M) WEST OF STREET (ENTERPRISE
 OO1506'DRIVE), 2.0 FT (0.6 M) EAST OF A WITNESS POST.
 OO1506
 OO1506                          STATION RECOVERY (2024)
 OO1506
 OO1506'RECOVERY NOTE BY MN DEPT OF TRANSP 2024 (KMS)
 OO1506'0.6 MI (1.0 KM) NORTH OF HARMONY, 0.65 MI (1.05 KM) NORTH ALONG TRUNK
 OO1506'HIGHWAY 52 FROM THE JUNCTION OF TRUNK HIGHWAY 52 AND TRUNK HIGHWAY 139
 OO1506'IN HARMONY TO TRUNK HIGHWAY 52 MILE POINT 9.85, THEN 0.05 MI (0.08 KM)
 OO1506'WEST ON COUNTY ROAD 22, 43.0 FT (13.1 M) SOUTH OF COUNTY ROAD 22, 15.0
 OO1506'FT (4.6 M) WEST OF A STREET (ENTERPRISE DRIVE), 2.0 FT (0.6 M) EAST OF
 OO1506'A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 OO1505 ***********************************************************************
 OO1505  DESIGNATION -  2309 T
 OO1505  PID         -  OO1505
 OO1505  STATE/COUNTY-  MN/FILLMORE
 OO1505  COUNTRY     -  US
 OO1505  USGS QUAD   -  HARMONY (2019)
 OO1505
 OO1505                         *CURRENT SURVEY CONTROL
 OO1505  ______________________________________________________________________
 OO1505* NAD 83(1986) POSITION- 43 34 48.4    (N) 092 00 33.8    (W)   HD_HELD2
 OO1505* NAVD 88 ORTHO HEIGHT -   402.325 (meters)     1319.96  (feet) ADJUSTED
 OO1505  ______________________________________________________________________
 OO1505  GEOID HEIGHT    -        -30.238 (meters)                     GEOID18
 OO1505  DYNAMIC HEIGHT  -        402.231 (meters)     1319.65  (feet) COMP
 OO1505  MODELED GRAVITY -    980,374.8   (mgal)                       NAVD 88
 OO1505
 OO1505  VERT ORDER      -  SECOND    CLASS I
 OO1505
 OO1505.The horizontal coordinates were established by autonomous hand held GPS
 OO1505.observations and have an estimated accuracy of +/- 10 meters.
 OO1505
 OO1505.The orthometric height was determined by differential leveling and
 OO1505.adjusted by the NATIONAL GEODETIC SURVEY
 OO1505.in June 1991.
 OO1505
 OO1505.Significant digits in the geoid height do not necessarily reflect accuracy.
 OO1505.GEOID18 height accuracy estimate available here.
 OO1505
 OO1505.Click photographs - Photos may exist for this station.
 OO1505
 OO1505.The dynamic height is computed by dividing the NAVD 88
 OO1505.geopotential number by the normal gravity value computed on the
 OO1505.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OO1505.degrees latitude (g = 980.6199 gals.).
 OO1505
 OO1505.The modeled gravity was interpolated from observed gravity values.
 OO1505
 OO1505;                    North         East    Units  Estimated Accuracy
 OO1505;SPC MN S     -   166,417.      960,773.      MT  (+/- 10 meters HH2 GPS)
 OO1505
 OO1505_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWJ7997925715(NAD 83)
 OO1505
 OO1505                          SUPERSEDED SURVEY CONTROL
 OO1505
 OO1505.No superseded survey control is available for this station.
 OO1505
 OO1505_MARKER: DV = VERTICAL CONTROL DISK
 OO1505_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 OO1505+WITH SETTING: INFORMATION.
 OO1505_STAMPING: 2309 T 1983
 OO1505_MARK LOGO: MNDT
 OO1505_PROJECTION: FLUSH
 OO1505_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 OO1505_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OO1505_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 OO1505+SATELLITE: SATELLITE OBSERVATIONS - July 31, 2024
 OO1505
 OO1505  HISTORY     - Date     Condition        Report By
 OO1505  HISTORY     - 19831101 MONUMENTED       MNDT
 OO1505  HISTORY     - 20130423 GOOD             MNDT
 OO1505  HISTORY     - 20240731 GOOD             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.
 OO1505
 OO1505                          STATION RECOVERY (2013)
 OO1505
 OO1505'RECOVERY NOTE BY MN DEPT OF TRANSP 2013 (KMS)
 OO1505'THE STATION IS LOCATED ABOUT 7.2 MI (11.6 KM) SOUTH-SOUTHEAST OF
 OO1505'PRESTON, 5.3 MI (8.5 KM) NORTHWEST OF CANTON AND 1.7 MI (2.7 KM) NORTH
 OO1505'OF HARMONY.
 OO1505'
 OO1505'1.6 MILES NORTH OF HARMONY, 0.6 MI (1.0 KM) NORTH ALONG TRUNK HIGHWAY
 OO1505'52 FROM THE JUNCTION OF TRUNK HIGHWAY 52 AND TRUNK HIGHWAY 22 INCH (56
 OO1505'CM) HARMONY, AT TRUNK HIGHWAY 52 MILE POINT 10.85.
 OO1505'
 OO1505'IT IS 83.0 FT (25.3 M) EAST OF TRUNK HIGHWAY 52, 57.0 FT (17.4 M)
 OO1505'NORTH OF DRIVEWAY NUMBER 15494, 37.0 FT (11.3 M) SOUTH OF A FIELD
 OO1505'ENTRANCE, 4.0 FT (1.2 M) EAST OF TELEPHONE PEDESTAL, 1.2 FT (0.4 M)
 OO1505'WEST OF A WITNESS POST.
 OO1505
 OO1505                          STATION RECOVERY (2024)
 OO1505
 OO1505'RECOVERY NOTE BY MN DEPT OF TRANSP 2024 (KMS)
 OO1505'1.6 MI (2.6 KM) NORTH OF HARMONY, 0.6 MI (1.0 KM) NORTH ALONG TRUNK
 OO1505'HIGHWAY 52 FROM THE JUNCTION OF TRUNK HIGHWAY 52 AND TRUNK HIGHWAY 22
 OO1505'IN HARMONY, AT TRUNK HIGHWAY 52 MILE POINT 10.85, 83.0 FT (25.3 M)
 OO1505'EAST OF TRUNK HIGHWAY 52, 57.0 FT (17.4 M) NORTH OF DRIVEWAY NUMBER
 OO1505'15494, 37.0 FT (11.3 M) SOUTH OF A FIELD ENTRANCE, 4.0 FT (1.2 M) EAST
 OO1505'OF A TELEPHONE PEDESTAL, 1.2 FT (0.4 M) WEST OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DP6827 ***********************************************************************
 DP6827  DESIGNATION -  2309 V RESET
 DP6827  PID         -  DP6827
 DP6827  STATE/COUNTY-  MN/FILLMORE
 DP6827  COUNTRY     -  US
 DP6827  USGS QUAD   -  HARMONY (2019)
 DP6827
 DP6827                         *CURRENT SURVEY CONTROL
 DP6827  ______________________________________________________________________
 DP6827* NAD 83(1986) POSITION- 43 35 53.99   (N) 092 00 31.23   (W)   HD_HELD1
 DP6827* NAVD 88 ORTHO HEIGHT -   397.131 (meters)     1302.92  (feet) ADJUSTED
 DP6827  ______________________________________________________________________
 DP6827  GEOID HEIGHT    -        -30.231 (meters)                     GEOID18
 DP6827  DYNAMIC HEIGHT  -        397.040 (meters)     1302.62  (feet) COMP
 DP6827  MODELED GRAVITY -    980,378.4   (mgal)                       NAVD 88
 DP6827
 DP6827  VERT ORDER      -  SECOND    CLASS I
 DP6827
 DP6827.The horizontal coordinates were determined by differentially corrected
 DP6827.hand held GPS observations or other comparable positioning techniques
 DP6827.and have an estimated accuracy of +/- 3 meters.
 DP6827
 DP6827.The orthometric height was determined by differential leveling and
 DP6827.adjusted by the NATIONAL GEODETIC SURVEY
 DP6827.in June 2015.
 DP6827
 DP6827.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP6827.GEOID18 height accuracy estimate available here.
 DP6827
 DP6827.Click photographs - Photos may exist for this station.
 DP6827
 DP6827.The dynamic height is computed by dividing the NAVD 88
 DP6827.geopotential number by the normal gravity value computed on the
 DP6827.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP6827.degrees latitude (g = 980.6199 gals.).
 DP6827
 DP6827.The modeled gravity was interpolated from observed gravity values.
 DP6827
 DP6827;                    North         East    Units  Estimated Accuracy
 DP6827;SPC MN S     -   168,441.8     960,781.5     MT  (+/- 3 meters HH1 GPS) 
 DP6827
 DP6827_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWJ8001327739(NAD 83)
 DP6827
 DP6827                          SUPERSEDED SURVEY CONTROL
 DP6827
 DP6827.No superseded survey control is available for this station.
 DP6827
 DP6827_MARKER: I = METAL ROD
 DP6827_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 DP6827+WITH SETTING: INFORMATION.
 DP6827_STAMPING: 2309 V RESET 2013
 DP6827_MARK LOGO: MNDT
 DP6827_PROJECTION: FLUSH
 DP6827_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DP6827_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DP6827_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP6827+SATELLITE: SATELLITE OBSERVATIONS - July 31, 2024
 DP6827_ROD/PIPE-DEPTH: 2.4 meters
 DP6827
 DP6827  HISTORY     - Date     Condition        Report By
 DP6827  HISTORY     - 20130423 MONUMENTED       MNDT
 DP6827  HISTORY     - 20240731 GOOD             MNDT
 DP6827
 DP6827                          STATION DESCRIPTION
 DP6827
 DP6827'DESCRIBED BY MN DEPT OF TRANSP 2013
 DP6827'THE STATION IS LOCATED ABOUT 6.2 MI (10.0 KM) SOUTHEAST OF PRESTON,
 DP6827'6.2 MI (10.0 KM) NORTHWEST OF CANTON AND 3.0 MI (4.8 KM) NORTH OF
 DP6827'HARMONY.
 DP6827'
 DP6827'3.0 MILES NORTH OF HARMONY, 1.8 MI (2.9 KM) NORTH ALONG TRUNK HIGHWAY
 DP6827'52 FROM THE JUNCTION OF TRUNK HIGHWAY 52 AND COUNTY ROAD 22 INCH (56
 DP6827'CM) HARMONY TO TRUNK HIGHWAY 52 MILE POINT 12.1, THEN 0.05 MI (0.1 KM)
 DP6827'EAST ON COUNTY ROAD 16.
 DP6827'
 DP6827'IT IS 71.5 FT (21.8 M) NORTH-NORTHWEST OF THE NORTHWEST CORNER OF TIN
 DP6827'SHED, 30.5 FT (9.3 M) NORTH OF COUNTY ROAD 16 (GRAVEL ROAD), 2.0 FT
 DP6827'(0.6 M) EAST OF A WITNESS POST.
 DP6827
 DP6827                          STATION RECOVERY (2024)
 DP6827
 DP6827'RECOVERY NOTE BY MN DEPT OF TRANSP 2024 (KMS)
 DP6827'3.0 MI (4.8 KM) NORTH OF HARMONY, 1.8 MI (2.9 KM) NORTH ALONG TRUNK
 DP6827'HIGHWAY 52 FROM THE JUNCTION OF TRUNK HIGHWAY 52 AND COUNTY ROAD 22 IN
 DP6827'HARMONY TO TRUNK HIGHWAY 52 MILE POINT 12.1, THEN 0.05 MI (0.08 KM)
 DP6827'EAST ON COUNTY ROAD 16, 71.5 FT (21.8 M) NORTH-NORTHWEST OF THE
 DP6827'NORTHWEST CORNER OF A TIN SHED, 30.5 FT (9.3 M) NORTH OF COUNTY ROAD
 DP6827'16, 2.0 FT (0.6 M) EAST OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 OO1501 ***********************************************************************
 OO1501  DESIGNATION -  2309 X
 OO1501  PID         -  OO1501
 OO1501  STATE/COUNTY-  MN/FILLMORE
 OO1501  COUNTRY     -  US
 OO1501  USGS QUAD   -  PRESTON (2019)
 OO1501
 OO1501                         *CURRENT SURVEY CONTROL
 OO1501  ______________________________________________________________________
 OO1501* NAD 83(1986) POSITION- 43 38 18.81   (N) 092 01 34.19   (W)   HD_HELD1
 OO1501* NAVD 88 ORTHO HEIGHT -   379.388 (meters)     1244.71  (feet) ADJUSTED
 OO1501  ______________________________________________________________________
 OO1501  GEOID HEIGHT    -        -30.223 (meters)                     GEOID18
 OO1501  DYNAMIC HEIGHT  -        379.305 (meters)     1244.44  (feet) COMP
 OO1501  MODELED GRAVITY -    980,388.1   (mgal)                       NAVD 88
 OO1501
 OO1501  VERT ORDER      -  SECOND    CLASS I
 OO1501
 OO1501.The horizontal coordinates were determined by differentially corrected
 OO1501.hand held GPS observations or other comparable positioning techniques
 OO1501.and have an estimated accuracy of +/- 3 meters.
 OO1501
 OO1501.The orthometric height was determined by differential leveling and
 OO1501.adjusted by the NATIONAL GEODETIC SURVEY
 OO1501.in June 1991.
 OO1501
 OO1501.Significant digits in the geoid height do not necessarily reflect accuracy.
 OO1501.GEOID18 height accuracy estimate available here.
 OO1501
 OO1501.Click photographs - Photos may exist for this station.
 OO1501
 OO1501.The dynamic height is computed by dividing the NAVD 88
 OO1501.geopotential number by the normal gravity value computed on the
 OO1501.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OO1501.degrees latitude (g = 980.6199 gals.).
 OO1501
 OO1501.The modeled gravity was interpolated from observed gravity values.
 OO1501
 OO1501;                    North         East    Units  Estimated Accuracy
 OO1501;SPC MN S     -   172,875.9     959,261.8     MT  (+/- 3 meters HH1 GPS) 
 OO1501
 OO1501_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWJ7854932190(NAD 83)
 OO1501
 OO1501                          SUPERSEDED SURVEY CONTROL
 OO1501
 OO1501.No superseded survey control is available for this station.
 OO1501
 OO1501_MARKER: DV = VERTICAL CONTROL DISK
 OO1501_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 OO1501_STAMPING: 2309 X 1983
 OO1501_MARK LOGO: MNDT
 OO1501_PROJECTION: RECESSED 5 CENTIMETERS
 OO1501_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 OO1501_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OO1501_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 OO1501+SATELLITE: SATELLITE OBSERVATIONS - April 23, 2013
 OO1501
 OO1501  HISTORY     - Date     Condition        Report By
 OO1501  HISTORY     - 19831101 MONUMENTED       MNDT
 OO1501  HISTORY     - 20130423 GOOD             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.
 OO1501
 OO1501                          STATION RECOVERY (2013)
 OO1501
 OO1501'RECOVERY NOTE BY MN DEPT OF TRANSP 2013 (KMS)
 OO1501'THE STATION IS LOCATED ABOUT 6.2 MI (10.0 KM) SOUTH-SOUTHWEST OF
 OO1501'LANESBORO, 5.8 MI (9.3 KM) NORTH OF HARMONY AND 3.6 MI (5.8 KM)
 OO1501'SOUTHEAST OF PRESTON.
 OO1501'
 OO1501'5.8 MILES NORTH OF HARMONY, 4.9 MI (7.9 KM) NORTH ALONG TRUNK HIGHWAY
 OO1501'52 FROM THE JUNCTION OF TRUNK HIGHWAY 52 AND TRUNK HIGHWAY 22, AT
 OO1501'TRUNK HIGHWAY 52 MILE POINT 15.10.
 OO1501'
 OO1501'IT IS 330.0 FT (100.6 M) WEST OF TRUNK HIGHWAY 52, 15.5 FT (4.7 M)
 OO1501'NORTH OF DRIVEWAY NUMBER 19579, 1.8 FT (0.5 M) EAST OF POWER POLE, 1.2
 OO1501'FT (0.4 M) WEST OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 OO1500 ***********************************************************************
 OO1500  DESIGNATION -  2309 Y
 OO1500  PID         -  OO1500
 OO1500  STATE/COUNTY-  MN/FILLMORE
 OO1500  COUNTRY     -  US
 OO1500  USGS QUAD   -  PRESTON (2019)
 OO1500
 OO1500                         *CURRENT SURVEY CONTROL
 OO1500  ______________________________________________________________________
 OO1500* NAD 83(1986) POSITION- 43 39 47.38   (N) 092 02 00.42   (W)   HD_HELD1
 OO1500* NAVD 88 ORTHO HEIGHT -   367.070 (meters)     1204.30  (feet) ADJUSTED
 OO1500  ______________________________________________________________________
 OO1500  GEOID HEIGHT    -        -30.214 (meters)                     GEOID18
 OO1500  DYNAMIC HEIGHT  -        366.993 (meters)     1204.04  (feet) COMP
 OO1500  MODELED GRAVITY -    980,398.0   (mgal)                       NAVD 88
 OO1500
 OO1500  VERT ORDER      -  FIRST     CLASS II
 OO1500
 OO1500.The horizontal coordinates were determined by differentially corrected
 OO1500.hand held GPS observations or other comparable positioning techniques
 OO1500.and have an estimated accuracy of +/- 3 meters.
 OO1500
 OO1500.The orthometric height was determined by differential leveling and
 OO1500.adjusted by the NATIONAL GEODETIC SURVEY
 OO1500.in June 1991.
 OO1500
 OO1500.Significant digits in the geoid height do not necessarily reflect accuracy.
 OO1500.GEOID18 height accuracy estimate available here.
 OO1500
 OO1500.Click photographs - Photos may exist for this station.
 OO1500
 OO1500.The dynamic height is computed by dividing the NAVD 88
 OO1500.geopotential number by the normal gravity value computed on the
 OO1500.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OO1500.degrees latitude (g = 980.6199 gals.).
 OO1500
 OO1500.The modeled gravity was interpolated from observed gravity values.
 OO1500
 OO1500;                    North         East    Units  Estimated Accuracy
 OO1500;SPC MN S     -   175,594.5     958,608.3     MT  (+/- 3 meters HH1 GPS) 
 OO1500
 OO1500_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWJ7792934915(NAD 83)
 OO1500
 OO1500                          SUPERSEDED SURVEY CONTROL
 OO1500
 OO1500.No superseded survey control is available for this station.
 OO1500
 OO1500_MARKER: DV = VERTICAL CONTROL DISK
 OO1500_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 OO1500+WITH SETTING: PAVEMENT
 OO1500_SP_SET: SIGN BASE
 OO1500_STAMPING: 2309 Y 1983
 OO1500_MARK LOGO: MNDT
 OO1500_MAGNETIC: N = NO MAGNETIC MATERIAL
 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 - July 30, 2024
 OO1500
 OO1500  HISTORY     - Date     Condition        Report By
 OO1500  HISTORY     - 19831101 MONUMENTED       MNDT
 OO1500  HISTORY     - 19900814 GOOD             NGS
 OO1500  HISTORY     - 20110914 GOOD             MNDT
 OO1500  HISTORY     - 20130423 GOOD             MNDT
 OO1500  HISTORY     - 20150902 GOOD             MNDT
 OO1500  HISTORY     - 20240730 GOOD             MNDT
 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.
 OO1500
 OO1500                          STATION RECOVERY (2011)
 OO1500
 OO1500'RECOVERY NOTE BY MN DEPT OF TRANSP 2011 (JBG)
 OO1500'RECOVERED AS DESCRIBED 1.75 FEET SOUTH OF A WITNESS POST.
 OO1500
 OO1500                          STATION RECOVERY (2013)
 OO1500
 OO1500'RECOVERY NOTE BY MN DEPT OF TRANSP 2013 (KMS)
 OO1500'THE STATION IS LOCATED ABOUT 7.4 MI (11.9 KM) SOUTHEAST OF FOUNTAIN,
 OO1500'4.9 MI (7.9 KM) SOUTHWEST OF LANESBORO AND 2.5 MI (4.0 KM) EAST OF
 OO1500'PRESTON.
 OO1500'
 OO1500'2.5 MILES EAST-SOUTHEAST OF PRESTON, 2.7 MI (4.3 KM) EAST ALONG TRUNK
 OO1500'HIGHWAY 52 FROM THE JUNCTION OF TRUNK HIGHWAY 52 AND SAINT PAUL STREET
 OO1500'IN PRESTON, NEAR EAST JUNCTION OF TRUNK HIGHWAY 52 AND TRUNK HIGHWAY
 OO1500'16, AT TRUNK HIGHWAY 52 MILE POINT 17.0, INCH (43 CM) THE SOUTHWEST
 OO1500'CORNER OF A CONCRETE FOOTING.
 OO1500'
 OO1500'IT IS 159.1 FT (48.5 M) NORTH OF TRUNK HIGHWAY 52, 123.0 FT (37.5 M)
 OO1500'SOUTHEAST OF TRUNK HIGHWAY 16, 155.8 FT (47.5 M) WEST OF THE NORTHWEST
 OO1500'CORNER OF PRESTON EQUIPMENT COMPANY, 73.8 FT (22.5 M) WEST OF DRIVEWAY
 OO1500'AND 1.70 FT (0.5 M) SOUTH OF A WITNESS POST.
 OO1500
 OO1500                          STATION RECOVERY (2015)
 OO1500
 OO1500'RECOVERY NOTE BY MN DEPT OF TRANSP 2015 (WJN)
 OO1500'REPORT BY AEKTONO PRASOMSACK MNDT.
 OO1500
 OO1500                          STATION RECOVERY (2024)
 OO1500
 OO1500'RECOVERY NOTE BY MN DEPT OF TRANSP 2024 (RMJ)
 OO1500'2.5 MI (4.0 KM) EAST-SOUTHEAST OF PRESTON, 2.7 MI (4.3 KM) EAST ALONG
 OO1500'TRUNK HIGHWAY 52 FROM THE JUNCTION OF TRUNK HIGHWAY 52 AND ST. PAUL
 OO1500'STREET IN PRESTON, NEAR THE EAST JUNCTION OF TRUNK HIGHWAY 52 AND
 OO1500'TRUNK HIGHWAY 16, AT TRUNK HIGHWAY 52 MILE POINT 17.0, 159.1 FT (48.5
 OO1500'M) NORTH OF TRUNK HIGHWAY 52, 123.0 FT (37.5 M) SOUTHEAST OF TRUNK
 OO1500'HIGHWAY 16, 155.8 FT (47.5 M) WEST OF THE NORTHWEST CORNER OF THE
 OO1500'PRESTON EQUIPMENT COMPANY, 73.8 FT (22.5 M) WEST OF A DRIVEWAY, IN THE
 OO1500'SOUTHWEST CORNER OF A CONCRETE FOOTING, 1.70 FT (0.5 M) SOUTH OF A
 OO1500'WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DK9885 ***********************************************************************
 DK9885  DESIGNATION -  2309 Z
 DK9885  PID         -  DK9885
 DK9885  STATE/COUNTY-  MN/FILLMORE
 DK9885  COUNTRY     -  US
 DK9885  USGS QUAD   -  CANTON (2019)
 DK9885
 DK9885                         *CURRENT SURVEY CONTROL
 DK9885  ______________________________________________________________________
 DK9885* NAD 83(1986) POSITION- 43 31 47.71   (N) 091 54 57.98   (W)   HD_HELD1
 DK9885* NAVD 88 ORTHO HEIGHT -   404.563 (meters)     1327.30  (feet) ADJUSTED
 DK9885  ______________________________________________________________________
 DK9885  GEOID HEIGHT    -        -30.154 (meters)                     GEOID18
 DK9885  DYNAMIC HEIGHT  -        404.475 (meters)     1327.02  (feet) COMP
 DK9885  MODELED GRAVITY -    980,389.2   (mgal)                       NAVD 88
 DK9885
 DK9885  VERT ORDER      -  SECOND    CLASS I
 DK9885
 DK9885.The horizontal coordinates were determined by differentially corrected
 DK9885.hand held GPS observations or other comparable positioning techniques
 DK9885.and have an estimated accuracy of +/- 3 meters.
 DK9885
 DK9885.The orthometric height was determined by differential leveling and
 DK9885.adjusted by the NATIONAL GEODETIC SURVEY
 DK9885.in April 2010.
 DK9885
 DK9885.Significant digits in the geoid height do not necessarily reflect accuracy.
 DK9885.GEOID18 height accuracy estimate available here.
 DK9885
 DK9885.Click photographs - Photos may exist for this station.
 DK9885
 DK9885.The dynamic height is computed by dividing the NAVD 88
 DK9885.geopotential number by the normal gravity value computed on the
 DK9885.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK9885.degrees latitude (g = 980.6199 gals.).
 DK9885
 DK9885.The modeled gravity was interpolated from observed gravity values.
 DK9885
 DK9885;                    North         East    Units  Estimated Accuracy
 DK9885;SPC MN S     -   161,029.4     968,447.8     MT  (+/- 3 meters HH1 GPS) 
 DK9885
 DK9885_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWJ8758320234(NAD 83)
 DK9885
 DK9885                          SUPERSEDED SURVEY CONTROL
 DK9885
 DK9885.No superseded survey control is available for this station.
 DK9885
 DK9885_MARKER: DD = SURVEY DISK
 DK9885_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DK9885_STAMPING: 2309 Z 2006
 DK9885_MARK LOGO: MNDT
 DK9885_PROJECTION: FLUSH
 DK9885_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DK9885_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DK9885_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DK9885+SATELLITE: SATELLITE OBSERVATIONS - July 24, 2024
 DK9885_ROD/PIPE-DEPTH: 4.3 meters
 DK9885
 DK9885  HISTORY     - Date     Condition        Report By
 DK9885  HISTORY     - 20060829 MONUMENTED       MNDT
 DK9885  HISTORY     - 20071003 GOOD             MNDT
 DK9885  HISTORY     - 20201209 GOOD             MNDT
 DK9885  HISTORY     - 20230411 GOOD             MNDT
 DK9885  HISTORY     - 20240724 GOOD             MNDT
 DK9885
 DK9885                          STATION DESCRIPTION
 DK9885
 DK9885'DESCRIBED BY MN DEPT OF TRANSP 2007 (MPP)
 DK9885'THE STATION IS LOCATED ABOUT 7.4 MI (11.9 KM) WEST OF MABEL, 5.0 MI
 DK9885'(8.0 KM) EAST-SOUTHEAST OF HARMONY AND 0.7 MI (1.1 KM) EAST OF CANTON,
 DK9885'0.75 MI (1.2 KM) EAST ALONG TRUNK HIGHWAY 52 FROM THE JUNCTION OF
 DK9885'TRUNK HIGHWAY 52 AND COUNTY ROAD 21 IN CANTON, AT TRUNK HIGHWAY 52
 DK9885'MILE POINT 3.60, 86.9 FT (26.5 M) SOUTHWEST OF TRUNK HIGHWAY 52, 68.0
 DK9885'FT (20.7 M) NORTH OF PRAIRIE AVENUE, 1.0 FT (0.3 M) NORTHWEST OF A
 DK9885'WITNESS POST.
 DK9885
 DK9885                          STATION RECOVERY (2020)
 DK9885
 DK9885'RECOVERY NOTE BY MN DEPT OF TRANSP 2020 (KMS)
 DK9885'RECOVERED IN GOOD CONDITION.
 DK9885
 DK9885                          STATION RECOVERY (2023)
 DK9885
 DK9885'RECOVERY NOTE BY MN DEPT OF TRANSP 2023 (KMS)
 DK9885'RECOVERED AS DESCRIBED.
 DK9885
 DK9885                          STATION RECOVERY (2024)
 DK9885
 DK9885'RECOVERY NOTE BY MN DEPT OF TRANSP 2024 (KMS)
 DK9885'0.7 MI (1.1 KM) EAST OF CANTON, 0.8 MI (1.3 KM) EAST ALONG TRUNK
 DK9885'HIGHWAY 52 FROM THE JUNCTION OF TRUNK HIGHWAY 52 AND COUNTY ROAD 21 IN
 DK9885'CANTON, AT TRUNK HIGHWAY 52 MILE POINT 3.60, 86.9 FT (26.5 M)
 DK9885'SOUTHWEST OF TRUNK HIGHWAY 52, 68.0 FT (20.7 M) NORTH OF PRAIRIE
 DK9885'AVENUE, 1.0 FT (0.3 M) NORTHWEST OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DP6817 ***********************************************************************
 DP6817  DESIGNATION -  2310 A 1
 DP6817  PID         -  DP6817
 DP6817  STATE/COUNTY-  MN/FILLMORE
 DP6817  COUNTRY     -  US
 DP6817  USGS QUAD   -  PRESTON (2019)
 DP6817
 DP6817                         *CURRENT SURVEY CONTROL
 DP6817  ______________________________________________________________________
 DP6817* NAD 83(1986) POSITION- 43 40 14.08   (N) 092 03 45.91   (W)   HD_HELD1
 DP6817* NAVD 88 ORTHO HEIGHT -   287.583 (meters)      943.51  (feet) ADJUSTED
 DP6817  ______________________________________________________________________
 DP6817  GEOID HEIGHT    -        -30.226 (meters)                     GEOID18
 DP6817  DYNAMIC HEIGHT  -        287.523 (meters)      943.32  (feet) COMP
 DP6817  MODELED GRAVITY -    980,402.0   (mgal)                       NAVD 88
 DP6817
 DP6817  VERT ORDER      -  SECOND    CLASS I
 DP6817
 DP6817.The horizontal coordinates were determined by differentially corrected
 DP6817.hand held GPS observations or other comparable positioning techniques
 DP6817.and have an estimated accuracy of +/- 3 meters.
 DP6817
 DP6817.The orthometric height was determined by differential leveling and
 DP6817.adjusted by the NATIONAL GEODETIC SURVEY
 DP6817.in June 2015.
 DP6817
 DP6817.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP6817.GEOID18 height accuracy estimate available here.
 DP6817
 DP6817.Click photographs - Photos may exist for this station.
 DP6817
 DP6817.The dynamic height is computed by dividing the NAVD 88
 DP6817.geopotential number by the normal gravity value computed on the
 DP6817.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP6817.degrees latitude (g = 980.6199 gals.).
 DP6817
 DP6817.The modeled gravity was interpolated from observed gravity values.
 DP6817
 DP6817;                    North         East    Units  Estimated Accuracy
 DP6817;SPC MN S     -   176,361.9     956,225.8     MT  (+/- 3 meters HH1 GPS) 
 DP6817
 DP6817_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWJ7555735712(NAD 83)
 DP6817
 DP6817                          SUPERSEDED SURVEY CONTROL
 DP6817
 DP6817.No superseded survey control is available for this station.
 DP6817
 DP6817_MARKER: DV = VERTICAL CONTROL DISK
 DP6817_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DP6817_SP_SET: BRIDGE ABUTMENT
 DP6817_STAMPING: 2310 A 1 1986
 DP6817_MARK LOGO: MNDT
 DP6817_MAGNETIC: N = NO MAGNETIC MATERIAL
 DP6817_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DP6817_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DP6817+SATELLITE: SATELLITE OBSERVATIONS - April 23, 2013
 DP6817
 DP6817  HISTORY     - Date     Condition        Report By
 DP6817  HISTORY     - 19860401 MONUMENTED       MNDT
 DP6817  HISTORY     - 20130423 GOOD             MNDT
 DP6817
 DP6817                          STATION DESCRIPTION
 DP6817
 DP6817'DESCRIBED BY MN DEPT OF TRANSP 2013 (KMS)
 DP6817'THE STATION IS LOCATED ABOUT 6.0 MI (9.7 KM) SOUTHEAST OF FOUNTAIN,
 DP6817'5.5 MI (8.8 KM) SOUTHWEST OF LANESBORO AND 1.0 MI (1.6 KM) EAST OF
 DP6817'PRESTON.
 DP6817'
 DP6817'1.0 MILE EAST OF PRESTON, 2.1 MI (3.4 KM) SOUTHEAST ALONG TRUNK
 DP6817'HIGHWAY 52 FROM THE JUNCTION OF TRUNK HIGHWAY 52 AND TRUNK HIGHWAY 16
 DP6817'INCH (41 CM) NORTHWEST OF PRESTON, AT TRUNK HIGHWAY 52 MILE POINT
 DP6817'18.6.
 DP6817'
 DP6817'IT IS 17.5 FT (5.3 M) NORTHEAST OF TRUNK HIGHWAY 52, INCH (132 CM)
 DP6817'ABUTMENT IN SOUTHEAST CORNER OF TRUNK HIGHWAY 52 BRIDGE NUMBER 23009
 DP6817'OVER SOUTH BRANCH ROOT RIVER.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 OO1498 ***********************************************************************
 OO1498  DESIGNATION -  2310 B
 OO1498  PID         -  OO1498
 OO1498  STATE/COUNTY-  MN/FILLMORE
 OO1498  COUNTRY     -  US
 OO1498  USGS QUAD   -  PRESTON (2019)
 OO1498
 OO1498                         *CURRENT SURVEY CONTROL
 OO1498  ______________________________________________________________________
 OO1498* NAD 83(1986) POSITION- 43 40 24.68   (N) 092 04 23.59   (W)   HD_HELD1
 OO1498* NAVD 88 ORTHO HEIGHT -   306.297 (meters)     1004.91  (feet) ADJUSTED
 OO1498  ______________________________________________________________________
 OO1498  GEOID HEIGHT    -        -30.227 (meters)                     GEOID18
 OO1498  DYNAMIC HEIGHT  -        306.233 (meters)     1004.70  (feet) COMP
 OO1498  MODELED GRAVITY -    980,402.9   (mgal)                       NAVD 88
 OO1498
 OO1498  VERT ORDER      -  SECOND    CLASS I
 OO1498
 OO1498.The horizontal coordinates were determined by differentially corrected
 OO1498.hand held GPS observations or other comparable positioning techniques
 OO1498.and have an estimated accuracy of +/- 3 meters.
 OO1498
 OO1498.The orthometric height was determined by differential leveling and
 OO1498.adjusted by the NATIONAL GEODETIC SURVEY
 OO1498.in June 2015.
 OO1498
 OO1498.Significant digits in the geoid height do not necessarily reflect accuracy.
 OO1498.GEOID18 height accuracy estimate available here.
 OO1498
 OO1498.Click photographs - Photos may exist for this station.
 OO1498
 OO1498.The dynamic height is computed by dividing the NAVD 88
 OO1498.geopotential number by the normal gravity value computed on the
 OO1498.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OO1498.degrees latitude (g = 980.6199 gals.).
 OO1498
 OO1498.The modeled gravity was interpolated from observed gravity values.
 OO1498
 OO1498;                    North         East    Units  Estimated Accuracy
 OO1498;SPC MN S     -   176,669.0     955,374.2     MT  (+/- 3 meters HH1 GPS) 
 OO1498
 OO1498_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWJ7471036029(NAD 83)
 OO1498
 OO1498                          SUPERSEDED SURVEY CONTROL
 OO1498
 OO1498  NAVD 88 (06/15/91)  306.280  (m)         1004.85   (f) SUPERSEDED  1 2
 OO1498
 OO1498.Superseded values are not recommended for survey control.
 OO1498
 OO1498.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OO1498.See file dsdata.pdf to determine how the superseded data were derived.
 OO1498
 OO1498_MARKER: DV = VERTICAL CONTROL DISK
 OO1498_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 OO1498+WITH SETTING: INFORMATION.
 OO1498_STAMPING: 2310 B 1983
 OO1498_MARK LOGO: MNDT
 OO1498_PROJECTION: FLUSH
 OO1498_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 OO1498_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OO1498_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 OO1498+SATELLITE: SATELLITE OBSERVATIONS - July 30, 2024
 OO1498
 OO1498  HISTORY     - Date     Condition        Report By
 OO1498  HISTORY     - 19831101 MONUMENTED       MNDT
 OO1498  HISTORY     - 19900814 GOOD             NGS
 OO1498  HISTORY     - 19960611 GOOD             MNDT
 OO1498  HISTORY     - 20130423 GOOD             MNDT
 OO1498  HISTORY     - 20240730 GOOD             MNDT
 OO1498
 OO1498                          STATION DESCRIPTION
 OO1498
 OO1498'DESCRIBED BY MN DEPT OF TRANSP 1983
 OO1498'IN PRESTON.
 OO1498'THE MARK IS LOCATED IN THE TOWN OF PRESTON, IN THE NE 1/4 OF SECTION
 OO1498'6, T102N, R10W, NEAR THE CORNER OF A WALL AT THE EAST END OF A REST
 OO1498'AREA, 1.5 MILES SOUTH ALONG TRUNK HIGHWAY 52 FROM ITS JUNCTION WITH
 OO1498'TRUNK HIGHWAY 16 NORTH OF PRESTON, 52.5 FEET SOUTH-SOUTHWEST OF THE
 OO1498'CENTERLINE OF TRUNK HIGHWAY 52 AT MILEPOINT 19.2, 15.5 FEET SOUTHEAST
 OO1498'OF THE CENTERLINE OF THE REST AREA DRIVE, 1.8 FEET EAST OF THE NORTH
 OO1498'CORNER OF A STONE WALL, 1.8 FEET NORTH OF THE EAST CORNER OF A STONE
 OO1498'WALL, AND 3.3 FEET NORTHWEST OF A STEEL WITNESS POST.  THE MARK, A
 OO1498'STANDARD MNDT ALUMINUM VERTICAL CONTROL MONUMENT DISK
 OO1498'STAMPED---2310 B 1983---, IS SET ON THE TOP OF A 3/4 INCH DIAMETER BY
 OO1498'5 FOOT LONG ALUMINUM ROD DRIVEN TO REFUSAL THAT IS FLUSH WITH THE
 OO1498'SURFACE OF THE GROUND AND ABOUT LEVEL WITH TRUNK HIGHWAY 52.  A MAGNET
 OO1498'IN THE DISK MAKES THE MARK MAGNETIC.
 OO1498
 OO1498                          STATION RECOVERY (1990)
 OO1498
 OO1498'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990
 OO1498'0.8 KM (0.5 MI) EASTERLY ALONG U.S. HIGHWAY 52 FROM THE JUNCTION OF
 OO1498'COUNTY ROAD 17 (APPLE ORCHARD DRIVE) IN PRESTON, 15.9 M (52.2 FT)
 OO1498'SOUTH OF AND LEVEL WITH THE HIGHWAY CENTERLINE, 4.8 M (15.7 FT)
 OO1498'SOUTHEAST OF THE CENTER OF THE EAST ENTRANCE TO A ROAD SIDE PARK, 1.0
 OO1498'M (3.3 FT) NORTHWEST OF A WITNESS POST, AND 0.3 M (1.0 FT) NORTHEAST
 OO1498'OF THE NORTHEAST END OF A BRICK WALL.  NOTE--THE ROD WAS DRIVEN 1.5
 OO1498'METERS AND RECESSED 0.1 CM (0.03 IN), AND IS ENCASED IN A 6-INCH PVC
 OO1498'PIPE THAT IS FLUSH WITH THE GROUND SURFACE.
 OO1498
 OO1498                          STATION RECOVERY (1996)
 OO1498
 OO1498'RECOVERY NOTE BY MN DEPT OF TRANSP 1996 (HTS)
 OO1498'RECOVERED AS DESCRIBED.
 OO1498
 OO1498                          STATION RECOVERY (2013)
 OO1498
 OO1498'RECOVERY NOTE BY MN DEPT OF TRANSP 2013 (KMS)
 OO1498'THE STATION IS LOCATED ABOUT 5.8 MI (9.3 KM) SOUTHWEST OF LANESBORO,
 OO1498'5.6 MI (9.0 KM) SOUTHEAST OF FOUNTAIN AND IN THE TOWN OF PRESTON, MN.
 OO1498'
 OO1498'IN PRESTON, 0.5 MI (0.8 KM) EAST ALONG TRUNK HIGHWAY 52 FROM THE
 OO1498'JUNCTION OF TRUNK HIGHWAY 52 AND COUNTY ROAD 17 (APPLE ORCHARD DRIVE),
 OO1498'AT TRUNK HIGHWAY 52 MILE POINT 19.2, ALSO, 1.5 MI (2.4 KM) SOUTH OF
 OO1498'THE JUNCTION OF TRUNK HIGHWAY 52 AND TRUNK HIGHWAY 16.
 OO1498'
 OO1498'IT IS 52.5 FT (16.0 M) SOUTH-SOUTHWEST OF TRUNK HIGHWAY 52, AT EAST
 OO1498'END OF REST AREA, 15.5 FT (4.7 M) SOUTHEAST OF EAST ENTRANCE TO REST
 OO1498'AREA, 1.8 FT (0.5 M) EAST OF THE NORTH CORNER OF 2.0 FT (0.6 M) WIDE
 OO1498'STONE WALL, 1.8 FT (0.5 M) NORTH OF THE EAST CORNER OF 2.0 FT (0.6 M)
 OO1498'WIDE STONE WALL, 1.0 FT (0.3 M) NORTH OF A WITNESS POST.
 OO1498
 OO1498                          STATION RECOVERY (2024)
 OO1498
 OO1498'RECOVERY NOTE BY MN DEPT OF TRANSP 2024 (RMJ)
 OO1498'IN PRESTON, 0.5 MI (0.8 KM) EAST ALONG TRUNK HIGHWAY 52 FROM THE
 OO1498'JUNCTION OF TRUNK HIGHWAY 52 AND COUNTY ROAD 17 (APPLE ORCHARD DRIVE),
 OO1498'AT TRUNK HIGHWAY 52 MILE POINT 19.2, ALSO, 1.5 MI (2.4 KM) SOUTH OF
 OO1498'THE JUNCTION OF TRUNK HIGHWAY 52 AND TRUNK HIGHWAY 16, 52.5 FT (16.0
 OO1498'M) SOUTH-SOUTHWEST OF TRUNK HIGHWAY 52, AT THE EAST END OF A REST
 OO1498'AREA, 15.5 FT (4.7 M) SOUTHEAST OF THE EAST ENTRANCE TO A REST AREA,
 OO1498'1.8 FT (0.5 M) EAST OF THE NORTH CORNER OF A 2.0 FT (0.6 M) WIDE STONE
 OO1498'WALL, 1.8 FT (0.5 M) NORTH OF THE EAST CORNER OF A 2.0 FT (0.6 M) WIDE
 OO1498'STONE WALL, 1.0 FT (0.3 M) NORTH OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DP6808 ***********************************************************************
 DP6808  DESIGNATION -  2310 F
 DP6808  PID         -  DP6808
 DP6808  STATE/COUNTY-  MN/FILLMORE
 DP6808  COUNTRY     -  US
 DP6808  USGS QUAD   -  PRESTON (2019)
 DP6808
 DP6808                         *CURRENT SURVEY CONTROL
 DP6808  ______________________________________________________________________
 DP6808* NAD 83(1986) POSITION- 43 42 16.17   (N) 092 06 23.54   (W)   HD_HELD1
 DP6808* NAVD 88 ORTHO HEIGHT -   327.840 (meters)     1075.59  (feet) ADJUSTED
 DP6808  ______________________________________________________________________
 DP6808  GEOID HEIGHT    -        -30.189 (meters)                     GEOID18
 DP6808  DYNAMIC HEIGHT  -        327.769 (meters)     1075.36  (feet) COMP
 DP6808  MODELED GRAVITY -    980,393.0   (mgal)                       NAVD 88
 DP6808
 DP6808  VERT ORDER      -  SECOND    CLASS I
 DP6808
 DP6808.The horizontal coordinates were determined by differentially corrected
 DP6808.hand held GPS observations or other comparable positioning techniques
 DP6808.and have an estimated accuracy of +/- 3 meters.
 DP6808
 DP6808.The orthometric height was determined by differential leveling and
 DP6808.adjusted by the NATIONAL GEODETIC SURVEY
 DP6808.in June 2015.
 DP6808
 DP6808.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP6808.GEOID18 height accuracy estimate available here.
 DP6808
 DP6808.Click photographs - Photos may exist for this station.
 DP6808
 DP6808.The dynamic height is computed by dividing the NAVD 88
 DP6808.geopotential number by the normal gravity value computed on the
 DP6808.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP6808.degrees latitude (g = 980.6199 gals.).
 DP6808
 DP6808.The modeled gravity was interpolated from observed gravity values.
 DP6808
 DP6808;                    North         East    Units  Estimated Accuracy
 DP6808;SPC MN S     -   180,046.3     952,608.1     MT  (+/- 3 meters HH1 GPS) 
 DP6808
 DP6808_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWJ7198739440(NAD 83)
 DP6808
 DP6808                          SUPERSEDED SURVEY CONTROL
 DP6808
 DP6808.No superseded survey control is available for this station.
 DP6808
 DP6808_MARKER: I = METAL ROD
 DP6808_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DP6808_STAMPING: 2310 F 2013
 DP6808_MARK LOGO: MNDT
 DP6808_PROJECTION: FLUSH
 DP6808_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DP6808_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DP6808_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP6808+SATELLITE: SATELLITE OBSERVATIONS - August 20, 2024
 DP6808_ROD/PIPE-DEPTH: 5.5 meters
 DP6808
 DP6808  HISTORY     - Date     Condition        Report By
 DP6808  HISTORY     - 20130513 MONUMENTED       MNDT
 DP6808  HISTORY     - 20240820 GOOD             MNDT
 DP6808
 DP6808                          STATION DESCRIPTION
 DP6808
 DP6808'DESCRIBED BY MN DEPT OF TRANSP 2013
 DP6808'THE STATION IS LOCATED ABOUT 6.6 MI (10.6 KM) WEST OF LANESBORO, 2.9
 DP6808'MI (4.7 KM) SOUTH-SOUTHEAST OF FOUNTAIN AND 2.6 MI (4.2 KM)
 DP6808'NORTH-NORTHWEST OF PRESTON.
 DP6808'
 DP6808'3.0 MILES SOUTHEAST OF FOUNTAIN, 2.7 MI (4.3 KM) SOUTHEAST ALONG TRUNK
 DP6808'HIGHWAY 52 FROM THE JUNCTION OF TRUNK HIGHWAY 52 AND TRUNK HIGHWAY 80
 DP6808'INCH (203 CM) FOUNTAIN, AT TRUNK HIGHWAY 52 MILE POINT 22.10.
 DP6808'
 DP6808'IT IS 58.5 FT (17.8 M) NORTHEAST OF TRUNK HIGHWAY 52, 29.3 FT (8.9 M)
 DP6808'NORTHWEST OF A FIELD ENTRANCE, 0.2 MI (0.3 KM) NORTHWEST OF JEWEL
 DP6808'ROAD, 1.5 FT (0.5 M) NORTHEAST OF A WITNESS POST.
 DP6808'
 DP6808'THE STATION STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM
 DP6808'ROD DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION REMOVABLE
 DP6808'DISK SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH
 DP6808'PVC PIPE BACK FILLED WITH WASHED SAND.
 DP6808
 DP6808                          STATION RECOVERY (2024)
 DP6808
 DP6808'RECOVERY NOTE BY MN DEPT OF TRANSP 2024 (RMJ)
 DP6808'3.0 MI (4.8 KM) SOUTHEAST OF FOUNTAIN, 2.7 MI (4.3 KM) SOUTHEAST ALONG
 DP6808'TRUNK HIGHWAY 52 FROM THE JUNCTION OF TRUNK HIGHWAY 52 AND TRUNK
 DP6808'HIGHWAY 80 IN FOUNTAIN, AT TRUNK HIGHWAY 52 MILE POINT 22.10, 58.5 FT
 DP6808'(17.8 M) NORTHEAST OF TRUNK HIGHWAY 52, 29.3 FT (8.9 M) NORTHWEST OF A
 DP6808'FIELD ENTRANCE, 0.2 MI (0.3 KM) NORTHWEST OF JEWEL ROAD, 1.5 FT (0.5
 DP6808'M) NORTHEAST OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 OO1494 ***********************************************************************
 OO1494  DESIGNATION -  2310 G
 OO1494  PID         -  OO1494
 OO1494  STATE/COUNTY-  MN/FILLMORE
 OO1494  COUNTRY     -  US
 OO1494  USGS QUAD   -  PRESTON (2019)
 OO1494
 OO1494                         *CURRENT SURVEY CONTROL
 OO1494  ______________________________________________________________________
 OO1494* NAD 83(1986) POSITION- 43 42 56.87   (N) 092 07 14.13   (W)   HD_HELD1
 OO1494* NAVD 88 ORTHO HEIGHT -   323.864 (meters)     1062.54  (feet) ADJUSTED
 OO1494  ______________________________________________________________________
 OO1494  GEOID HEIGHT    -        -30.165 (meters)                     GEOID18
 OO1494  DYNAMIC HEIGHT  -        323.793 (meters)     1062.31  (feet) COMP
 OO1494  MODELED GRAVITY -    980,389.9   (mgal)                       NAVD 88
 OO1494
 OO1494  VERT ORDER      -  SECOND    CLASS I
 OO1494
 OO1494.The horizontal coordinates were determined by differentially corrected
 OO1494.hand held GPS observations or other comparable positioning techniques
 OO1494.and have an estimated accuracy of +/- 3 meters.
 OO1494
 OO1494.The orthometric height was determined by differential leveling and
 OO1494.adjusted by the NATIONAL GEODETIC SURVEY
 OO1494.in June 2015.
 OO1494
 OO1494.Significant digits in the geoid height do not necessarily reflect accuracy.
 OO1494.GEOID18 height accuracy estimate available here.
 OO1494
 OO1494.Click photographs - Photos may exist for this station.
 OO1494
 OO1494.The dynamic height is computed by dividing the NAVD 88
 OO1494.geopotential number by the normal gravity value computed on the
 OO1494.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OO1494.degrees latitude (g = 980.6199 gals.).
 OO1494
 OO1494.The modeled gravity was interpolated from observed gravity values.
 OO1494
 OO1494;                    North         East    Units  Estimated Accuracy
 OO1494;SPC MN S     -   181,275.9     951,446.8     MT  (+/- 3 meters HH1 GPS) 
 OO1494
 OO1494_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWJ7084140683(NAD 83)
 OO1494
 OO1494                          SUPERSEDED SURVEY CONTROL
 OO1494
 OO1494  NAVD 88 (06/15/91)  323.880  (m)         1062.60   (f) SUPERSEDED  2 1
 OO1494
 OO1494.Superseded values are not recommended for survey control.
 OO1494
 OO1494.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OO1494.See file dsdata.pdf to determine how the superseded data were derived.
 OO1494
 OO1494_MARKER: DV = VERTICAL CONTROL DISK
 OO1494_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 OO1494_STAMPING: 2310 G 1983
 OO1494_MARK LOGO: MNDT
 OO1494_PROJECTION: PROJECTING 8 CENTIMETERS
 OO1494_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 OO1494_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OO1494_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OO1494+SATELLITE: SATELLITE OBSERVATIONS - August 20, 2024
 OO1494
 OO1494  HISTORY     - Date     Condition        Report By
 OO1494  HISTORY     - 19831101 MONUMENTED       MNDT
 OO1494  HISTORY     - 19910611 GOOD             MNDT
 OO1494  HISTORY     - 20130422 GOOD             MNDT
 OO1494  HISTORY     - 20201208 GOOD             MNDT
 OO1494  HISTORY     - 20240820 GOOD             MNDT
 OO1494
 OO1494                          STATION DESCRIPTION
 OO1494
 OO1494'DESCRIBED BY MN DEPT OF TRANSP 1983
 OO1494'2 MI SOUTH FROM FOUNTAIN.
 OO1494'THE MARK IS LOCATED ABOUT 2 MILES SOUTH OF THE TOWN OF FOUNTAIN, IN
 OO1494'THE NW 1/4 OF SECTION 23, T103N, R11W, 1.65 MILES SOUTH ALONG TRUNK
 OO1494'HIGHWAY 52 FROM ITS JUNCTION WITH TRUNK HIGHWAY 80 AT THE SOUTH EDGE
 OO1494'OF FOUNTAIN, 74 FEET EAST-NORTHEAST OF THE CENTERLINE OF TRUNK HIGHWAY
 OO1494'52 AT MILEPOINT 23.2, 28 FEET EAST-NORTHEAST OF A FENCELINE, 1.7 FEET
 OO1494'SOUTH OF A POWER POLE, AND 1.0 FOOT WEST OF A STEEL WITNESS POST.  THE
 OO1494'MARK, A STANDARD MNDT ALUMINUM VERTICAL CONTROL MONUMENT DISK
 OO1494'STAMPED---2310 G 1983---, IS SET ON THE TOP OF A 3/4 INCH DIAMETER BY
 OO1494'20 FOOT LONG ALUMINUM ROD DRIVEN TO REFUSAL THAT PROJECTS 0.2 FOOT
 OO1494'ABOVE THE SURFACE OF THE GROUND AND IS ABOUT 5 FEET BELOW THE LEVEL OF
 OO1494'TRUNK HIGHWAY 52.  A MAGNET IN THE DISK MAKES THE MARK MAGNETIC.
 OO1494
 OO1494                          STATION RECOVERY (1991)
 OO1494
 OO1494'RECOVERY NOTE BY MN DEPT OF TRANSP 1991 (HTS)
 OO1494'THE MARK WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.
 OO1494
 OO1494                          STATION RECOVERY (2013)
 OO1494
 OO1494'RECOVERY NOTE BY MN DEPT OF TRANSP 2013 (PJG)
 OO1494'THE STATION IS LOCATED ABOUT 7.2 MI (11.6 KM) WEST OF LANESBORO, 3.7
 OO1494'MI (6.0 KM) NORTH-NORTHWEST OF PRESTON AND 1.8 MI (2.9 KM)
 OO1494'SOUTH-SOUTHEAST OF FOUNTAIN.
 OO1494'
 OO1494'1.8 MILES SOUTH OF FOUNTAIN, 1.7 MI (2.7 KM) SOUTH ALONG TRUNK HIGHWAY
 OO1494'52 FROM THE JUNCTION OF TRUNK HIGHWAY 52 AND TRUNK HIGHWAY 80, AT
 OO1494'TRUNK HIGHWAY 52 MILE POINT 23.2.
 OO1494'
 OO1494'IT IS 74.0 FT (22.6 M) EAST-NORTHEAST OF TRUNK HIGHWAY 52, 28.0 FT
 OO1494'(8.5 M) EAST-NORTHEAST OF A FENCE LINE, 8.0 FT (2.4 M) EAST OF (BURIED
 OO1494'UTILITY) SIGN POST, 7.0 FT (2.1 M) EAST OF POWER POLE, 1.0 FT (0.3 M)
 OO1494'WEST OF A WITNESS POST.
 OO1494
 OO1494                          STATION RECOVERY (2020)
 OO1494
 OO1494'RECOVERY NOTE BY MN DEPT OF TRANSP 2020 (KMS)
 OO1494'RECOVERED IN GOOD CONDITION.
 OO1494
 OO1494                          STATION RECOVERY (2024)
 OO1494
 OO1494'RECOVERY NOTE BY MN DEPT OF TRANSP 2024 (RMJ)
 OO1494'1.8 MI (2.9 KM) SOUTH OF FOUNTAIN, 1.7 MI (2.7 KM) SOUTH ALONG TRUNK
 OO1494'HIGHWAY 52 FROM THE JUNCTION OF TRUNK HIGHWAY 52 AND TRUNK HIGHWAY 80,
 OO1494'AT TRUNK HIGHWAY 52 MILE POINT 23.2, 74.0 FT (22.6 M) EAST-NORTHEAST
 OO1494'OF TRUNK HIGHWAY 52, 28.0 FT (8.5 M) EAST-NORTHEAST OF A FENCE LINE,
 OO1494'8.0 FT (2.4 M) EAST OF A (BURIED UTILITY) SIGNPOST, 7.0 FT (2.1 M)
 OO1494'EAST OF A POWER POLE, 1.0 FT (0.3 M) WEST OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 OO1495 ***********************************************************************
 OO1495  DESIGNATION -  2310 H
 OO1495  PID         -  OO1495
 OO1495  STATE/COUNTY-  MN/FILLMORE
 OO1495  COUNTRY     -  US
 OO1495  USGS QUAD   -  FOUNTAIN (2019)
 OO1495
 OO1495                         *CURRENT SURVEY CONTROL
 OO1495  ______________________________________________________________________
 OO1495* NAD 83(1986) POSITION- 43 43 37.02   (N) 092 07 48.03   (W)   HD_HELD1
 OO1495* NAVD 88 ORTHO HEIGHT -   353.553 (meters)     1159.95  (feet) ADJUSTED
 OO1495  ______________________________________________________________________
 OO1495  GEOID HEIGHT    -        -30.139 (meters)                     GEOID18
 OO1495  DYNAMIC HEIGHT  -        353.475 (meters)     1159.69  (feet) COMP
 OO1495  MODELED GRAVITY -    980,388.8   (mgal)                       NAVD 88
 OO1495
 OO1495  VERT ORDER      -  SECOND    CLASS I
 OO1495
 OO1495.The horizontal coordinates were determined by differentially corrected
 OO1495.hand held GPS observations or other comparable positioning techniques
 OO1495.and have an estimated accuracy of +/- 3 meters.
 OO1495
 OO1495.The orthometric height was determined by differential leveling and
 OO1495.adjusted by the NATIONAL GEODETIC SURVEY
 OO1495.in June 1991.
 OO1495
 OO1495.Significant digits in the geoid height do not necessarily reflect accuracy.
 OO1495.GEOID18 height accuracy estimate available here.
 OO1495
 OO1495.Click photographs - Photos may exist for this station.
 OO1495
 OO1495.The dynamic height is computed by dividing the NAVD 88
 OO1495.geopotential number by the normal gravity value computed on the
 OO1495.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OO1495.degrees latitude (g = 980.6199 gals.).
 OO1495
 OO1495.The modeled gravity was interpolated from observed gravity values.
 OO1495
 OO1495;                    North         East    Units  Estimated Accuracy
 OO1495;SPC MN S     -   182,497.4     950,659.8     MT  (+/- 3 meters HH1 GPS) 
 OO1495
 OO1495_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWJ7007041914(NAD 83)
 OO1495
 OO1495                          SUPERSEDED SURVEY CONTROL
 OO1495
 OO1495.No superseded survey control is available for this station.
 OO1495
 OO1495_MARKER: DV = VERTICAL CONTROL DISK
 OO1495_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 OO1495_STAMPING: 2310 H 1983
 OO1495_MARK LOGO: MNDT
 OO1495_PROJECTION: PROJECTING 10 CENTIMETERS
 OO1495_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 OO1495_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OO1495_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 OO1495+SATELLITE: SATELLITE OBSERVATIONS - August 20, 2024
 OO1495
 OO1495  HISTORY     - Date     Condition        Report By
 OO1495  HISTORY     - 19831101 MONUMENTED       MNDT
 OO1495  HISTORY     - 19910613 GOOD             MNDT
 OO1495  HISTORY     - 20130422 GOOD             MNDT
 OO1495  HISTORY     - 20240820 GOOD             MNDT
 OO1495
 OO1495                          STATION DESCRIPTION
 OO1495
 OO1495'DESCRIBED BY MN DEPT OF TRANSP 1983
 OO1495'1 MI SOUTH FROM FOUNTAIN.
 OO1495'THE MARK IS LOCATED ABOUT 1 MILE SOUTH OF THE TOWN OF FOUNTAIN, IN THE
 OO1495'NE 1/4 OF SECTION 15, T103N, R11W, 0.75 MILE SOUTH ALONG TRUNK HIGHWAY
 OO1495'52 FROM ITS JUNCTION WITH TRUNK HIGHWAY 80 AT THE SOUTH EDGE OF
 OO1495'FOUNTAIN, 81 FEET NORTH-NORTHEAST OF THE CENTERLINE OF TRUNK HIGHWAY
 OO1495'52 AT MILEPOINT 24.1, 9.5 FEET WEST-NORTHWEST OF THE CENTER OF A FIELD
 OO1495'ENTRANCE, ABOUT 50 FEET NORTHEAST OF A 6 FOOT BY 10 FOOT CONCRETE BOX
 OO1495'CULVERT, AND 1.7 FEET EAST-SOUTHEAST OF A STEEL WITNESS POST.  THE
 OO1495'MARK, A STANDARD MNDT ALUMINUM VERTICAL CONTROL MONUMENT DISK
 OO1495'STAMPED---2310 H 1983---, IS SET ON THE TOP OF A 3/4 INCH DIAMETER BY
 OO1495'28 FOOT LONG ALUMINUM ROD DRIVEN TO REFUSAL THAT PROJECTS 0.1 FOOT
 OO1495'ABOVE THE SURFACE OF THE GROUND AND IS ABOUT 1 FOOT ABOVE THE LEVEL OF
 OO1495'TRUNK HIGHWAY 52.  A MAGNET IN THE DISK MAKES THE MARK MAGNETIC.
 OO1495
 OO1495                          STATION RECOVERY (1991)
 OO1495
 OO1495'RECOVERY NOTE BY MN DEPT OF TRANSP 1991 (HTS)
 OO1495'1.0 MI (1.6 KM) SOUTH OF FOUNTAIN,
 OO1495'
 OO1495'0.75 MI (1.21 KM) SOUTHEAST ALONG TH-52 FROM ITS JUNCTION WITH TH-80,
 OO1495'IN THE NORTHEAST 1/4 OF SECTION 15, T103N, R11W, ALONG A TRAIL,
 OO1495'
 OO1495'81.0 FT (24.7 M) NORTH-NORTHEAST OF AND 2.0 FT (0.6 M) HIGHER THAN
 OO1495'CENTERLINE OF TH-52 AT MILEPOST 24.2, 9.5 FT (2.9 M) WEST-NORTHWEST OF
 OO1495'CENTER FIELD ENTRANCE, 50.0 FT (15.2 M) NORTHEAST OF END OF BOX
 OO1495'CULVERT, 1.7 FT (0.5 M) EAST-SOUTHEAST OF STEEL WITNESS POST, AND 0.3
 OO1495'FT (9.1 CM) ABOVE THE GROUND.
 OO1495
 OO1495                          STATION RECOVERY (2013)
 OO1495
 OO1495'RECOVERY NOTE BY MN DEPT OF TRANSP 2013 (PJG)
 OO1495'THE STATION IS LOCATED ABOUT 7.0 MI (11.3 KM) EAST OF WYKOFF, 4.6 MI
 OO1495'(7.4 KM) NORTH-NORTHWEST OF PRESTON AND 1.0 MI (1.6 KM)
 OO1495'SOUTH-SOUTHEAST OF FOUNTAIN.
 OO1495'
 OO1495'0.9 MILE SOUTH OF FOUNTAIN, 0.7 MI (1.1 KM) SOUTH OF THE JUNCTION OF
 OO1495'TRUNK HIGHWAY 52 AND TRUNK HIGHWAY 80, AT TRUNK HIGHWAY 52 MILE POINT
 OO1495'24.2, 81.0 FT (24.7 M) NORTH-NORTHEAST OF TRUNK HIGHWAY 52.
 OO1495'
 OO1495'IT IS 56.0 FT (17.1 M) EAST OF EAST FENCE CORNER POST OF BOX CULVERT,
 OO1495'9.5 FT (2.9 M) WEST-NORTHWEST OF A FIELD ENTRANCE, 4.5 FT (1.4 M)
 OO1495'NORTHEAST OF A WITNESS POST.
 OO1495
 OO1495                          STATION RECOVERY (2024)
 OO1495
 OO1495'RECOVERY NOTE BY MN DEPT OF TRANSP 2024 (RMJ)
 OO1495'0.9 MI (1.4 KM) SOUTH OF FOUNTAIN, 0.7 MI (1.1 KM) SOUTH OF THE
 OO1495'JUNCTION OF TRUNK HIGHWAY 52 AND TRUNK HIGHWAY 80, AT TRUNK HIGHWAY 52
 OO1495'MILE POINT 24.2, 81.0 FT (24.7 M) NORTH-NORTHEAST OF TRUNK HIGHWAY 52,
 OO1495'56.0 FT (17.1 M) EAST OF AN EAST FENCE CORNER POST OF A BOX CULVERT,
 OO1495'9.5 FT (2.9 M) WEST-NORTHWEST OF A FIELD ENTRANCE, 4.5 FT (1.4 M)
 OO1495'NORTHEAST OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DP6809 ***********************************************************************
 DP6809  DESIGNATION -  2310 K
 DP6809  PID         -  DP6809
 DP6809  STATE/COUNTY-  MN/FILLMORE
 DP6809  COUNTRY     -  US
 DP6809  USGS QUAD   -  PRESTON (2019)
 DP6809
 DP6809                         *CURRENT SURVEY CONTROL
 DP6809  ______________________________________________________________________
 DP6809* NAD 83(1986) POSITION- 43 41 51.25   (N) 092 06 04.88   (W)   HD_HELD1
 DP6809* NAVD 88 ORTHO HEIGHT -   307.822 (meters)     1009.91  (feet) ADJUSTED
 DP6809  ______________________________________________________________________
 DP6809  GEOID HEIGHT    -        -30.200 (meters)                     GEOID18
 DP6809  DYNAMIC HEIGHT  -        307.755 (meters)     1009.69  (feet) COMP
 DP6809  MODELED GRAVITY -    980,394.5   (mgal)                       NAVD 88
 DP6809
 DP6809  VERT ORDER      -  SECOND    CLASS I
 DP6809
 DP6809.The horizontal coordinates were determined by differentially corrected
 DP6809.hand held GPS observations or other comparable positioning techniques
 DP6809.and have an estimated accuracy of +/- 3 meters.
 DP6809
 DP6809.The orthometric height was determined by differential leveling and
 DP6809.adjusted by the NATIONAL GEODETIC SURVEY
 DP6809.in June 2015.
 DP6809
 DP6809.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP6809.GEOID18 height accuracy estimate available here.
 DP6809
 DP6809.Click photographs - Photos may exist for this station.
 DP6809
 DP6809.The dynamic height is computed by dividing the NAVD 88
 DP6809.geopotential number by the normal gravity value computed on the
 DP6809.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP6809.degrees latitude (g = 980.6199 gals.).
 DP6809
 DP6809.The modeled gravity was interpolated from observed gravity values.
 DP6809
 DP6809;                    North         East    Units  Estimated Accuracy
 DP6809;SPC MN S     -   179,287.1     953,043.7     MT  (+/- 3 meters HH1 GPS) 
 DP6809
 DP6809_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWJ7241338675(NAD 83)
 DP6809
 DP6809                          SUPERSEDED SURVEY CONTROL
 DP6809
 DP6809.No superseded survey control is available for this station.
 DP6809
 DP6809_MARKER: DB = BENCH MARK DISK
 DP6809_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DP6809_SP_SET: BRIDGE ABUTMENT
 DP6809_STAMPING: 2310 K 1984
 DP6809_MARK LOGO: MNDT
 DP6809_MAGNETIC: N = NO MAGNETIC MATERIAL
 DP6809_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DP6809_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DP6809+SATELLITE: SATELLITE OBSERVATIONS - April 22, 2013
 DP6809
 DP6809  HISTORY     - Date     Condition        Report By
 DP6809  HISTORY     - 19840401 MONUMENTED       MNDT
 DP6809  HISTORY     - 20130422 GOOD             MNDT
 DP6809
 DP6809                          STATION DESCRIPTION
 DP6809
 DP6809'DESCRIBED BY MN DEPT OF TRANSP 2013 (PJG)
 DP6809'THE STATION IS LOCATED ABOUT 6.4 MI (10.3 KM) WEST-SOUTHWEST OF
 DP6809'LANESBORO, 3.4 MI (5.5 KM) SOUTH-SOUTHEAST OF FOUNTAIN AND 2.1 MI (3.4
 DP6809'KM) NORTH-NORTHWEST OF PRESTON.
 DP6809'
 DP6809'3.0 MILES SOUTHEAST OF FOUNTAIN, IN ABUTMENT IN SOUTHEAST CORNER OF
 DP6809'TRUNK HIGHWAY 52 BRIDGE NUMBER 23008 OVER WASTON CREEK, 3.25 MI (5.2
 DP6809'KM) SOUTHEAST ALONG TRUNK HIGHWAY 52 FROM THE JUNCTION OF TRUNK
 DP6809'HIGHWAY 52 AND TRUNK HIGHWAY 80 AT FOUNTAIN, AT TRUNK HIGHWAY 52 MILE
 DP6809'POINT 21.55.
 DP6809'
 DP6809'IT IS 25.50 FT (7.8 M) NORTHEAST OF TRUNK HIGHWAY 52.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DI8236 ***********************************************************************
 DI8236  DESIGNATION -  2311 B
 DI8236  PID         -  DI8236
 DI8236  STATE/COUNTY-  MN/FILLMORE
 DI8236  COUNTRY     -  US
 DI8236  USGS QUAD   -  CHATFIELD (2019)
 DI8236
 DI8236                         *CURRENT SURVEY CONTROL
 DI8236  ______________________________________________________________________
 DI8236* NAD 83(1986) POSITION- 43 50 18.57   (N) 092 10 30.75   (W)   HD_HELD1
 DI8236* NAVD 88 ORTHO HEIGHT -   312.954 (meters)     1026.75  (feet) ADJUSTED
 DI8236  ______________________________________________________________________
 DI8236  GEOID HEIGHT    -        -29.976 (meters)                     GEOID18
 DI8236  DYNAMIC HEIGHT  -        312.896 (meters)     1026.56  (feet) COMP
 DI8236  MODELED GRAVITY -    980,423.3   (mgal)                       NAVD 88
 DI8236
 DI8236  VERT ORDER      -  SECOND    CLASS I
 DI8236
 DI8236.The horizontal coordinates were determined by differentially corrected
 DI8236.hand held GPS observations or other comparable positioning techniques
 DI8236.and have an estimated accuracy of +/- 3 meters.
 DI8236
 DI8236.The orthometric height was determined by differential leveling and
 DI8236.adjusted by the NATIONAL GEODETIC SURVEY
 DI8236.in January 2008.
 DI8236
 DI8236.Significant digits in the geoid height do not necessarily reflect accuracy.
 DI8236.GEOID18 height accuracy estimate available here.
 DI8236
 DI8236.Click photographs - Photos may exist for this station.
 DI8236
 DI8236.The dynamic height is computed by dividing the NAVD 88
 DI8236.geopotential number by the normal gravity value computed on the
 DI8236.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DI8236.degrees latitude (g = 980.6199 gals.).
 DI8236
 DI8236.The modeled gravity was interpolated from observed gravity values.
 DI8236
 DI8236;                    North         East    Units  Estimated Accuracy
 DI8236;SPC MN S     -   194,805.2     946,742.2     MT  (+/- 3 meters HH1 GPS) 
 DI8236
 DI8236_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWJ6630654265(NAD 83)
 DI8236
 DI8236                          SUPERSEDED SURVEY CONTROL
 DI8236
 DI8236.No superseded survey control is available for this station.
 DI8236
 DI8236_MARKER: DV = VERTICAL CONTROL DISK
 DI8236_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DI8236_SP_SET: STEP
 DI8236_STAMPING: 2311 B 1991
 DI8236_MARK LOGO: MNDT
 DI8236_PROJECTION: FLUSH
 DI8236_MAGNETIC: N = NO MAGNETIC MATERIAL
 DI8236_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DI8236_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DI8236+SATELLITE: SATELLITE OBSERVATIONS - August 19, 2024
 DI8236
 DI8236  HISTORY     - Date     Condition        Report By
 DI8236  HISTORY     - 19910613 MONUMENTED       MNDT
 DI8236  HISTORY     - 20110927 GOOD             MNDT
 DI8236  HISTORY     - 20230412 GOOD             MNDT
 DI8236  HISTORY     - 20240819 GOOD             MNDT
 DI8236
 DI8236                          STATION DESCRIPTION
 DI8236
 DI8236'DESCRIBED BY MN DEPT OF TRANSP 1991
 DI8236'THE MARK IS 0.5 MILE (0.8 KM) SOUTHEAST OF CHATFIELD, 0.85 MI (1.37
 DI8236'KM) SOUTHEAST ALONG TH-52 FROM ITS JUNCTION WITH TH-74 AND TH-30, IN
 DI8236'THE SOUTHEAST 1/4 OF SECTION 5, T104N, R11W, IN TOP STEP OF MEMORIAL,
 DI8236'
 DI8236'86.0 FT (26.2 M) NORTH OF AND LEVEL WITH THE CENTERLINE OF TH-52, AT
 DI8236'MILEPOST 33.5, 22.0 FT (6.7 M) WEST OF THE CENTERLINE OF BITUMINOUS
 DI8236'ROAD, AND FLUSH WITH THE STEP.
 DI8236
 DI8236                          STATION RECOVERY (2011)
 DI8236
 DI8236'RECOVERY NOTE BY MN DEPT OF TRANSP 2011 (KMS)
 DI8236'IN CHATFIELD, 0.85 MILE SOUTHEAST ALONG TRUNK HIGHWAY 52 FROM JUNCTION
 DI8236'OF TRUNK HIGHWAY 52 AND TRUNK HIGHWAY 74 IN CHATFIELD, AT TRUNK
 DI8236'HIGHWAY 52 MILEPOINT 33.5, 86.0 FEET NORTH OF TRUNK HIGHWAY 52, 22.0
 DI8236'FEET WEST OF TAR ROAD (CROSS OVER TO COUNTY ROAD 5), IN TOP STEP OF
 DI8236'MEMORIAL.
 DI8236
 DI8236                          STATION RECOVERY (2023)
 DI8236
 DI8236'RECOVERY NOTE BY MN DEPT OF TRANSP 2023 (KMS)
 DI8236'RECOVERED AS DESCRIBED.
 DI8236
 DI8236                          STATION RECOVERY (2024)
 DI8236
 DI8236'RECOVERY NOTE BY MN DEPT OF TRANSP 2024 (RMJ)
 DI8236'IN CHATFIELD, 0.85 MI (1.37 KM) SOUTHEAST ALONG TRUNK HIGHWAY 52 FROM
 DI8236'THE JUNCTION OF TRUNK HIGHWAY 52 AND TRUNK HIGHWAY 74 AND TRUNK
 DI8236'HIGHWAY 30 IN CHATFIELD, AT TRUNK HIGHWAY 52 MILE POINT 33.5, 86.0 FT
 DI8236'(26.2 M) NORTHEAST OF TRUNK HIGHWAY 52, 22.0 FT (6.7 M) SOUTHWEST OF A
 DI8236'TAR ROAD (CROSSOVER TO COUNTY ROAD 5), IN THE TOP STEP OF A MEMORIAL.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DI8223 ***********************************************************************
 DI8223  DESIGNATION -  2311 C
 DI8223  PID         -  DI8223
 DI8223  STATE/COUNTY-  MN/FILLMORE
 DI8223  COUNTRY     -  US
 DI8223  USGS QUAD   -  CHATFIELD (2019)
 DI8223
 DI8223                         *CURRENT SURVEY CONTROL
 DI8223  ______________________________________________________________________
 DI8223* NAD 83(2011) POSITION- 43 50 00.26205(N) 092 09 57.77132(W)   ADJUSTED
 DI8223* NAD 83(2011) ELLIP HT-   286.517 (meters)        (04/01/15)   ADJUSTED
 DI8223* NAD 83(2011) EPOCH   -  2010.00
 DI8223* NAVD 88 ORTHO HEIGHT -   316.503 (meters)     1038.39  (feet) ADJUSTED
 DI8223  ______________________________________________________________________
 DI8223  GEOID HEIGHT    -        -29.987 (meters)                     GEOID18
 DI8223  NAD 83(2011) X  -   -174,182.122 (meters)                     COMP
 DI8223  NAD 83(2011) Y  - -4,605,229.189 (meters)                     COMP
 DI8223  NAD 83(2011) Z  -  4,394,956.139 (meters)                     COMP
 DI8223  LAPLACE CORR    -         -1.19  (seconds)                    DEFLEC18
 DI8223  DYNAMIC HEIGHT  -        316.444 (meters)     1038.20  (feet) COMP
 DI8223  MODELED GRAVITY -    980,422.8   (mgal)                       NAVD 88
 DI8223
 DI8223  VERT ORDER      -  SECOND    CLASS I
 DI8223
 DI8223  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DI8223  Standards:
 DI8223         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DI8223            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DI8223  -------------------------------------------------------------------
 DI8223  NETWORK    0.75   0.84           0.34   0.26   0.43      0.06384384
 DI8223  -------------------------------------------------------------------
 DI8223  Click here for local accuracies and other accuracy information.
 DI8223
 DI8223.The horizontal coordinates were established by GPS observations
 DI8223.and adjusted by the MN DEPT OF TRANSP in April 2015.
 DI8223
 DI8223.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DI8223.been affixed to the stable North American tectonic plate. See 
 DI8223.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DI8223
 DI8223.The horizontal coordinates are valid at the epoch date displayed above
 DI8223.which is a decimal equivalence of Year/Month/Day.
 DI8223
 DI8223.The orthometric height was determined by differential leveling and
 DI8223.adjusted by the NATIONAL GEODETIC SURVEY
 DI8223.in January 2008.
 DI8223
 DI8223.Significant digits in the geoid height do not necessarily reflect accuracy.
 DI8223.GEOID18 height accuracy estimate available here.
 DI8223
 DI8223.Click photographs - Photos may exist for this station.
 DI8223
 DI8223.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DI8223
 DI8223.The Laplace correction was computed from DEFLEC18 derived deflections.
 DI8223
 DI8223.The ellipsoidal height was determined by GPS observations
 DI8223.and is referenced to NAD 83.
 DI8223
 DI8223.The dynamic height is computed by dividing the NAVD 88
 DI8223.geopotential number by the normal gravity value computed on the
 DI8223.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DI8223.degrees latitude (g = 980.6199 gals.).
 DI8223
 DI8223.The modeled gravity was interpolated from observed gravity values.
 DI8223
 DI8223. The following values were computed from the NAD 83(2011) position.
 DI8223
 DI8223;                    North         East     Units Scale Factor Converg.
 DI8223;SPC MN S     -   194,256.757   947,491.379   MT  0.99998953   +1 17 07.7
 DI8223;SPC MN S     -   637,324.04  3,108,561.30   sFT  0.99998953   +1 17 07.7
 DI8223;UTM  15      - 4,853,707.846   567,048.293   MT  0.99965529   +0 34 39.3
 DI8223
 DI8223!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DI8223!SPC MN S     -   0.99995507  x   0.99998953  =   0.99994460
 DI8223!UTM  15      -   0.99995507  x   0.99965529  =   0.99961038
 DI8223
 DI8223_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWJ6704853707(NAD 83)
 DI8223
 DI8223                          SUPERSEDED SURVEY CONTROL
 DI8223
 DI8223.No superseded survey control is available for this station.
 DI8223
 DI8223_MARKER: DV = VERTICAL CONTROL DISK
 DI8223_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 DI8223+WITH SETTING: INFORMATION.
 DI8223_STAMPING: 2311 C 1991
 DI8223_MARK LOGO: MNDT
 DI8223_PROJECTION: FLUSH
 DI8223_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DI8223_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DI8223_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DI8223+SATELLITE: SATELLITE OBSERVATIONS - August 19, 2024
 DI8223_ROD/PIPE-DEPTH: 0.9 meters
 DI8223
 DI8223  HISTORY     - Date     Condition        Report By
 DI8223  HISTORY     - 19910613 MONUMENTED       MNDT
 DI8223  HISTORY     - 20110927 GOOD             MNDT
 DI8223  HISTORY     - 20130731 GOOD             MNDT
 DI8223  HISTORY     - 20201207 GOOD             MNDT
 DI8223  HISTORY     - 20230412 GOOD             MNDT
 DI8223  HISTORY     - 20240819 GOOD             MNDT
 DI8223
 DI8223                          STATION DESCRIPTION
 DI8223
 DI8223'DESCRIBED BY MN DEPT OF TRANSP 1991
 DI8223'THE MARK IS 1.25 MI (2.01 KM) SOUTHEAST OF CHATFIELD,
 DI8223'
 DI8223'1.45 MI (2.33 KM) SOUTHEAST ALONG TH-52 FROM ITS JUNCTION WITH TH-74
 DI8223'AND TH-30, IN THE SOUTHEAST 1/4 OF SECTION 4, T104N, R11W,
 DI8223'
 DI8223'156.0 FT (47.5 M) SOUTH-SOUTHEAST OF AND ABOUT 1.5 FT (0.5 M) HIGHER
 DI8223'THAN THE CENTERLINE OF TH-52, AT MILEPOST 32.9, 26.0 FT (7.9 M) NORTH
 DI8223'OF THE CENTERLINE OF COUNTY ROAD 19, 2.2 FT (0.7 M) EAST OF A POWER
 DI8223'POLE WITH TRANSFORMER, 25.5 FT (7.8 M) EAST OF A STEEL RIGHT OF WAY
 DI8223'POST, 1.7 FT (0.5 M) WEST-NORTHWEST OF FILLMORE COUNTY ROAD 19 SIGN,
 DI8223'AND FLUSH WITH THE GROUND.
 DI8223
 DI8223                          STATION RECOVERY (2011)
 DI8223
 DI8223'RECOVERY NOTE BY MN DEPT OF TRANSP 2011 (KMS)
 DI8223'RECOVERED AS DESCRIBED 0.8 FOOT NORTHEAST OF A WITNESS POST.
 DI8223
 DI8223                          STATION RECOVERY (2013)
 DI8223
 DI8223'RECOVERY NOTE BY MN DEPT OF TRANSP 2013 (PXK)
 DI8223'RECOVERED AS DESCRIBED.
 DI8223
 DI8223                          STATION RECOVERY (2020)
 DI8223
 DI8223'RECOVERY NOTE BY MN DEPT OF TRANSP 2020 (KMS)
 DI8223'RECOVERED IN GOOD CONDITION.
 DI8223
 DI8223                          STATION RECOVERY (2023)
 DI8223
 DI8223'RECOVERY NOTE BY MN DEPT OF TRANSP 2023 (KMS)
 DI8223'RECOVERED IN GOOD CONDITION.
 DI8223'
 DI8223'NOTE-THE MARK IS LOCATED ABOUT 9.5 MI (15.3 KM) EAST-NORTHEAST OF
 DI8223'WASHINGTON, 6.6 MI (10.6 KM) NORTH-NORTHWEST OF FOUNTAIN AND 1.4 MI
 DI8223'(2.3 KM) SOUTHEAST OF CHATFIELD.
 DI8223'
 DI8223'THE MARK IS LOCATED ABOUT 1.4 MI (2.3 KM) SOUTHEAST OF CHATFIELD, 1.45
 DI8223'MI (2.33 KM) SOUTHEAST ALONG TRUNK HIGHWAY 52 FROM THE JUNCTION OF
 DI8223'TRUNK HIGHWAY 52 AND TRUNK HIGHWAY 74 AND TRUNK HIGHWAY 30 IN
 DI8223'CHATFIELD, AT TRUNK HIGHWAY 52 MILE POINT 32.9.
 DI8223
 DI8223                          STATION RECOVERY (2024)
 DI8223
 DI8223'RECOVERY NOTE BY MN DEPT OF TRANSP 2024 (RMJ)
 DI8223'1.4 MI (2.3 KM) SOUTHEAST OF CHATFIELD, 1.45 MI (2.33 KM) SOUTHEAST
 DI8223'ALONG TRUNK HIGHWAY 52 FROM THE JUNCTION OF TRUNK HIGHWAY 52 AND TRUNK
 DI8223'HIGHWAY 74 AND TRUNK HIGHWAY 30 IN CHATFIELD, AT TRUNK HIGHWAY 52 MILE
 DI8223'POINT 32.9, 156.0 FT (47.5 M) SOUTH-SOUTHEAST OF TRUNK HIGHWAY 52,
 DI8223'26.0 FT (7.9 M) NORTH OF COUNTY ROAD 119, 2.2 FT (0.7 M) EAST OF A
 DI8223'STUB POWER POLE, 1.7 FT (0.5 M) WEST-NORTHWEST OF COUNTY ROAD 119
 DI8223'SIGN, 0.8 FT (24 CM) NORTHEAST OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DI8224 ***********************************************************************
 DI8224  DESIGNATION -  2311 D
 DI8224  PID         -  DI8224
 DI8224  STATE/COUNTY-  MN/FILLMORE
 DI8224  COUNTRY     -  US
 DI8224  USGS QUAD   -  CHATFIELD (2019)
 DI8224
 DI8224                         *CURRENT SURVEY CONTROL
 DI8224  ______________________________________________________________________
 DI8224* NAD 83(1986) POSITION- 43 49 45.96   (N) 092 08 55.25   (W)   HD_HELD1
 DI8224* NAVD 88 ORTHO HEIGHT -   309.828 (meters)     1016.49  (feet) ADJUSTED
 DI8224  ______________________________________________________________________
 DI8224  GEOID HEIGHT    -        -30.002 (meters)                     GEOID18
 DI8224  DYNAMIC HEIGHT  -        309.770 (meters)     1016.30  (feet) COMP
 DI8224  MODELED GRAVITY -    980,423.1   (mgal)                       NAVD 88
 DI8224
 DI8224  VERT ORDER      -  SECOND    CLASS I
 DI8224
 DI8224.The horizontal coordinates were determined by differentially corrected
 DI8224.hand held GPS observations or other comparable positioning techniques
 DI8224.and have an estimated accuracy of +/- 3 meters.
 DI8224
 DI8224.The orthometric height was determined by differential leveling and
 DI8224.adjusted by the NATIONAL GEODETIC SURVEY
 DI8224.in January 2008.
 DI8224
 DI8224.Significant digits in the geoid height do not necessarily reflect accuracy.
 DI8224.GEOID18 height accuracy estimate available here.
 DI8224
 DI8224.Click photographs - Photos may exist for this station.
 DI8224
 DI8224.The dynamic height is computed by dividing the NAVD 88
 DI8224.geopotential number by the normal gravity value computed on the
 DI8224.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DI8224.degrees latitude (g = 980.6199 gals.).
 DI8224
 DI8224.The modeled gravity was interpolated from observed gravity values.
 DI8224
 DI8224;                    North         East    Units  Estimated Accuracy
 DI8224;SPC MN S     -   193,846.9     948,897.8     MT  (+/- 3 meters HH1 GPS) 
 DI8224
 DI8224_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWJ6844953280(NAD 83)
 DI8224
 DI8224                          SUPERSEDED SURVEY CONTROL
 DI8224
 DI8224.No superseded survey control is available for this station.
 DI8224
 DI8224_MARKER: DV = VERTICAL CONTROL DISK
 DI8224_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 DI8224+WITH SETTING: INFORMATION.
 DI8224_STAMPING: 2311 D 1991
 DI8224_MARK LOGO: MNDT
 DI8224_PROJECTION: FLUSH
 DI8224_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DI8224_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DI8224_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DI8224+SATELLITE: SATELLITE OBSERVATIONS - August 19, 2024
 DI8224_ROD/PIPE-DEPTH: 1.0 meters
 DI8224
 DI8224  HISTORY     - Date     Condition        Report By
 DI8224  HISTORY     - 19910613 MONUMENTED       MNDT
 DI8224  HISTORY     - 20070823 GOOD             MNDT
 DI8224  HISTORY     - 20230412 GOOD             MNDT
 DI8224  HISTORY     - 20240819 GOOD             MNDT
 DI8224
 DI8224                          STATION DESCRIPTION
 DI8224
 DI8224'DESCRIBED BY MN DEPT OF TRANSP 1991
 DI8224'THE MARK IS 2.25 MI (3.62 KM) SOUTHEAST OF CHATFIELD,
 DI8224'
 DI8224'2.35 MI (3.78 KM) SOUTHEAST ALONG TH-52 FROM ITS JUNCTION WITH TH-74
 DI8224'AND TH-30, IN THE SOUTHEAST 1/4 OF SECTION 4, T104N, R11W,
 DI8224'
 DI8224'106.5 FT (32.5 M) SOUTH-SOUTHWEST OF AND ABOUT 1.5 FT (0.5 M) HIGHER
 DI8224'THAN THE CENTERLINE OF TH-52 AT MILEPOST 32.0, 9.5 FT (2.9 M) WEST OF
 DI8224'THE CENTER OF A CEMETERY ENTRANCE, 0.7 FT (21.3 CM) EAST OF WEST STONE
 DI8224'PILLAR, AND FLUSH WITH THE GROUND.  THE ROD WAS DRIVEN TO REFUSAL.
 DI8224
 DI8224                          STATION RECOVERY (2007)
 DI8224
 DI8224'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (DRB)
 DI8224'2.35 MI (3.78 KM) SOUTHEAST OF THE JUNCTION OF TRUNK HIGHWAY 52 AND
 DI8224'TRUNK HIGHWAY 30 (TRUNK HIGHWAY 74) AT CHATFIELD, AT TRUNK HIGHWAY 52
 DI8224'MILE POINT 32.0, 106.5 FT (32.5 M) SOUTH-SOUTHWEST OF TRUNK HIGHWAY
 DI8224'52, 9.5 FT (2.9 M) WEST OF CEMETERY ENTRANCE, 1 FT (0.3 M) EAST OF
 DI8224'STONE PILLAR, 1 FT (0.3 M) SOUTHEAST OF A WITNESS POST.
 DI8224
 DI8224                          STATION RECOVERY (2023)
 DI8224
 DI8224'RECOVERY NOTE BY MN DEPT OF TRANSP 2023 (KMS)
 DI8224'RECOVERED AS DESCRIBED.
 DI8224
 DI8224                          STATION RECOVERY (2024)
 DI8224
 DI8224'RECOVERY NOTE BY MN DEPT OF TRANSP 2024 (RMJ)
 DI8224'2.5 MI (4.0 KM) SOUTHEAST OF CHATFIELD, 2.35 MI (3.78 KM) SOUTHEAST
 DI8224'ALONG TRUNK HIGHWAY 52 FROM THE JUNCTION OF TRUNK HIGHWAY 52 AND TRUNK
 DI8224'HIGHWAY 74 AND TRUNK HIGHWAY 30 IN CHATFIELD, AT TRUNK HIGHWAY 52 MILE
 DI8224'POINT 32.0, 106.5 FT (32.5 M) SOUTH-SOUTHWEST OF TRUNK HIGHWAY 52, 9.5
 DI8224'FT (2.9 M) WEST OF A CEMETERY ENTRANCE, 1.0 FT (0.3 M) EAST OF A STONE
 DI8224'PILLAR.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DI8235 ***********************************************************************
 DI8235  DESIGNATION -  2311 E
 DI8235  PID         -  DI8235
 DI8235  STATE/COUNTY-  MN/FILLMORE
 DI8235  COUNTRY     -  US
 DI8235  USGS QUAD   -  CHATFIELD (2019)
 DI8235
 DI8235                         *CURRENT SURVEY CONTROL
 DI8235  ______________________________________________________________________
 DI8235* NAD 83(1986) POSITION- 43 49 24.7    (N) 092 08 30.6    (W)   HD_HELD2
 DI8235* NAVD 88 ORTHO HEIGHT -   293.087 (meters)      961.57  (feet) ADJUSTED
 DI8235  ______________________________________________________________________
 DI8235  GEOID HEIGHT    -        -30.013 (meters)                     GEOID18
 DI8235  DYNAMIC HEIGHT  -        293.031 (meters)      961.39  (feet) COMP
 DI8235  MODELED GRAVITY -    980,422.7   (mgal)                       NAVD 88
 DI8235
 DI8235  VERT ORDER      -  SECOND    CLASS I
 DI8235
 DI8235.The horizontal coordinates were established by autonomous hand held GPS
 DI8235.observations and have an estimated accuracy of +/- 10 meters.
 DI8235
 DI8235.The orthometric height was determined by differential leveling and
 DI8235.adjusted by the NATIONAL GEODETIC SURVEY
 DI8235.in January 2008.
 DI8235
 DI8235.Significant digits in the geoid height do not necessarily reflect accuracy.
 DI8235.GEOID18 height accuracy estimate available here.
 DI8235
 DI8235.Click photographs - Photos may exist for this station.
 DI8235
 DI8235.The dynamic height is computed by dividing the NAVD 88
 DI8235.geopotential number by the normal gravity value computed on the
 DI8235.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DI8235.degrees latitude (g = 980.6199 gals.).
 DI8235
 DI8235.The modeled gravity was interpolated from observed gravity values.
 DI8235
 DI8235;                    North         East    Units  Estimated Accuracy
 DI8235;SPC MN S     -   193,203.      949,463.      MT  (+/- 10 meters HH2 GPS)
 DI8235
 DI8235_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWJ6900652630(NAD 83)
 DI8235
 DI8235                          SUPERSEDED SURVEY CONTROL
 DI8235
 DI8235.No superseded survey control is available for this station.
 DI8235
 DI8235_MARKER: DB = BENCH MARK DISK
 DI8235_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 DI8235_SP_SET: BOX CULVERT HEADWALL
 DI8235_STAMPING: 2311 E 1991
 DI8235_MARK LOGO: MNDT
 DI8235_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DI8235+STABILITY: SURFACE MOTION
 DI8235_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DI8235+SATELLITE: SATELLITE OBSERVATIONS - August 27, 2007
 DI8235
 DI8235  HISTORY     - Date     Condition        Report By
 DI8235  HISTORY     - 19910613 MONUMENTED       MNDT
 DI8235  HISTORY     - 20070827 GOOD             MNDT
 DI8235
 DI8235                          STATION DESCRIPTION
 DI8235
 DI8235'DESCRIBED BY MN DEPT OF TRANSP 1991
 DI8235'THE MARK IS 2.9 MI (4.7 KM) SOUTHEAST OF CHATFIELD,
 DI8235'
 DI8235'2.95 MI (4.75 KM) SOUTHEAST ALONG TH-52 FROM ITS JUNCTION WITH TH-74
 DI8235'AND TH-30, IN THE SOUTHWEST 1/4 OF SECTION 10, T104N, R11W,
 DI8235'
 DI8235'45.0 FT (13.7 M) EAST OF AND ABOUT 5.5 FEET (1.7 M) LOWER THAN THE
 DI8235'CENTERLINE OF TH-52, AT MILEPOST 31.4, 87.5 FT (26.7 M) SOUTH OF THE
 DI8235'CENTER OF GRAVEL ROAD, 0.6 FT (18.3 CM) NORTH OF SOUTH END OF EAST
 DI8235'ABUTMENT OF A BOX CULVERT, 2.8 FT (0.9 M) EAST-NORTHEAST OF A STEEL
 DI8235'WITNESS POST.
 DI8235
 DI8235                          STATION RECOVERY (2007)
 DI8235
 DI8235'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (DRB)
 DI8235'2.95 MI (4.75 KM) SOUTHEAST OF THE JUNCTION OF TRUNK HIGHWAY 52 AND
 DI8235'TRUNK HIGHWAY 30 (TRUNK HIGHWAY) 74 AT CHATFIELD, IN SOUTHEAST CORNER
 DI8235'OF TRUNK HIGHWAY 52 BOX CULVERT, AT TRUNK HIGHWAY 52 MILE POINT 31.4,
 DI8235'45.0 FT (13.7 M) EAST OF TRUNK HIGHWAY 52, 87.5 FT (26.7 M) SOUTH OF
 DI8235'GRAVEL ROAD, 44.0 FT (13.4 M) NORTH OF ENTRANCE NUMBER 32326, 0.6 FT
 DI8235'(18 CM) NORTH OF SOUTH END OF EAST ABUTMENT OF BOX CULVERT, 2.0 FT
 DI8235'(0.6 M) NORTHEAST OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DI8225 ***********************************************************************
 DI8225  DESIGNATION -  2311 F
 DI8225  PID         -  DI8225
 DI8225  STATE/COUNTY-  MN/FILLMORE
 DI8225  COUNTRY     -  US
 DI8225  USGS QUAD   -  CHATFIELD (2019)
 DI8225
 DI8225                         *CURRENT SURVEY CONTROL
 DI8225  ______________________________________________________________________
 DI8225* NAD 83(1986) POSITION- 43 49 04.9    (N) 092 08 22.4    (W)   HD_HELD2
 DI8225* NAVD 88 ORTHO HEIGHT -   287.819 (meters)      944.29  (feet) ADJUSTED
 DI8225  ______________________________________________________________________
 DI8225  GEOID HEIGHT    -        -30.022 (meters)                     GEOID18
 DI8225  DYNAMIC HEIGHT  -        287.764 (meters)      944.11  (feet) COMP
 DI8225  MODELED GRAVITY -    980,422.1   (mgal)                       NAVD 88
 DI8225
 DI8225  VERT ORDER      -  SECOND    CLASS I
 DI8225
 DI8225.The horizontal coordinates were established by autonomous hand held GPS
 DI8225.observations and have an estimated accuracy of +/- 10 meters.
 DI8225
 DI8225.The orthometric height was determined by differential leveling and
 DI8225.adjusted by the NATIONAL GEODETIC SURVEY
 DI8225.in January 2008.
 DI8225
 DI8225.Significant digits in the geoid height do not necessarily reflect accuracy.
 DI8225.GEOID18 height accuracy estimate available here.
 DI8225
 DI8225.Click photographs - Photos may exist for this station.
 DI8225
 DI8225.The dynamic height is computed by dividing the NAVD 88
 DI8225.geopotential number by the normal gravity value computed on the
 DI8225.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DI8225.degrees latitude (g = 980.6199 gals.).
 DI8225
 DI8225.The modeled gravity was interpolated from observed gravity values.
 DI8225
 DI8225;                    North         East    Units  Estimated Accuracy
 DI8225;SPC MN S     -   192,597.      949,660.      MT  (+/- 10 meters HH2 GPS)
 DI8225
 DI8225_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWJ6919552021(NAD 83)
 DI8225
 DI8225                          SUPERSEDED SURVEY CONTROL
 DI8225
 DI8225.No superseded survey control is available for this station.
 DI8225
 DI8225_MARKER: DV = VERTICAL CONTROL DISK
 DI8225_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DI8225_SP_SET: BRIDGE ABUTMENT
 DI8225_STAMPING: 2311 F 1991
 DI8225_MARK LOGO: MNDT
 DI8225_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DI8225_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DI8225+SATELLITE: SATELLITE OBSERVATIONS - June 13, 1991
 DI8225
 DI8225  HISTORY     - Date     Condition        Report By
 DI8225  HISTORY     - 19910613 MONUMENTED       MNDT
 DI8225  HISTORY     - 20070827 GOOD             MNDT
 DI8225
 DI8225                          STATION DESCRIPTION
 DI8225
 DI8225'DESCRIBED BY MN DEPT OF TRANSP 1991
 DI8225'THE MARK IS 3.25 MI (5.23 KM) SOUTHEAST OF THE CITY OF CHATFIELD,
 DI8225'
 DI8225'3.35 MI (5.39 KM) SOUTHEAST ALONG TH-52 FROM ITS JUNCTION WITH TH-74
 DI8225'AND TH-30, IN THE NORTHEAST 1/4 OF SECTION 15, T104N, R11W, 25.0 FT
 DI8225'(7.6 M) EAST OF AND ABOUT 0.5 FT (15.2 CM) LOWER THAN THE CENTERLINE
 DI8225'OF TH-52 AT MILEPOST 31.0, 0.6 FT (18.3 CM) SOUTH OF NORTHEAST CORNER
 DI8225'BRIDGE 23011 OVER ROOT RIVER.
 DI8225
 DI8225                          STATION RECOVERY (2007)
 DI8225
 DI8225'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (DRB)
 DI8225'3.35 MI (5.39 KM) SOUTHEAST OF THE JUNCTION OF TRUNK HIGHWAY 52 AND
 DI8225'TRUNK HIGHWAY 30 (TRUNK HIGHWAY 74) AT CHATFIELD, AT TRUNK HIGHWAY 52
 DI8225'MILE POINT 31.0. IN NORTHEAST CORNER OF TRUNK HIGHWAY 52 BRIDGE 23011
 DI8225'OVER ROOT RIVER, 25.0 FT (7.6 M) EAST OF TRUNK HIGHWAY 52, 0.6 FT (18
 DI8225'CM) SOUTH OF THE NORTHEAST CORNER OF BRIDGE, WITNESS SIGN ON BRIDGE
 DI8225'MARKER POST 2.3 FT (0.7 M) NORTH OF MARK.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DI8226 ***********************************************************************
 DI8226  DESIGNATION -  2311 F 1
 DI8226  PID         -  DI8226
 DI8226  STATE/COUNTY-  MN/FILLMORE
 DI8226  COUNTRY     -  US
 DI8226  USGS QUAD   -  CHATFIELD (2019)
 DI8226
 DI8226                         *CURRENT SURVEY CONTROL
 DI8226  ______________________________________________________________________
 DI8226* NAD 83(1986) POSITION- 43 49 01.9    (N) 092 08 22.9    (W)   HD_HELD2
 DI8226* NAVD 88 ORTHO HEIGHT -   286.683 (meters)      940.56  (feet) ADJUSTED
 DI8226  ______________________________________________________________________
 DI8226  GEOID HEIGHT    -        -30.022 (meters)                     GEOID18
 DI8226  DYNAMIC HEIGHT  -        286.629 (meters)      940.38  (feet) COMP
 DI8226  MODELED GRAVITY -    980,422.0   (mgal)                       NAVD 88
 DI8226
 DI8226  VERT ORDER      -  SECOND    CLASS I
 DI8226
 DI8226.The horizontal coordinates were established by autonomous hand held GPS
 DI8226.observations and have an estimated accuracy of +/- 10 meters.
 DI8226
 DI8226.The orthometric height was determined by differential leveling and
 DI8226.adjusted by the NATIONAL GEODETIC SURVEY
 DI8226.in January 2008.
 DI8226
 DI8226.Significant digits in the geoid height do not necessarily reflect accuracy.
 DI8226.GEOID18 height accuracy estimate available here.
 DI8226
 DI8226.Click photographs - Photos may exist for this station.
 DI8226
 DI8226.The dynamic height is computed by dividing the NAVD 88
 DI8226.geopotential number by the normal gravity value computed on the
 DI8226.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DI8226.degrees latitude (g = 980.6199 gals.).
 DI8226
 DI8226.The modeled gravity was interpolated from observed gravity values.
 DI8226
 DI8226;                    North         East    Units  Estimated Accuracy
 DI8226;SPC MN S     -   192,504.      949,651.      MT  (+/- 10 meters HH2 GPS)
 DI8226
 DI8226_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWJ6918551928(NAD 83)
 DI8226
 DI8226                          SUPERSEDED SURVEY CONTROL
 DI8226
 DI8226.No superseded survey control is available for this station.
 DI8226
 DI8226_MARKER: DV = VERTICAL CONTROL DISK
 DI8226_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DI8226_SP_SET: BRIDGE ABUTMENT
 DI8226_STAMPING: 2311 F 1 1991
 DI8226_MARK LOGO: MNDT
 DI8226_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DI8226_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DI8226+SATELLITE: SATELLITE OBSERVATIONS - August 27, 2007
 DI8226
 DI8226  HISTORY     - Date     Condition        Report By
 DI8226  HISTORY     - 19910613 MONUMENTED       MNDT
 DI8226  HISTORY     - 20070827 GOOD             MNDT
 DI8226
 DI8226                          STATION DESCRIPTION
 DI8226
 DI8226'DESCRIBED BY MN DEPT OF TRANSP 1991
 DI8226'THE MARK IS 3.25 MI (5.23 KM) SOUTHEAST OF THE CITY OF CHATFIELD,
 DI8226'
 DI8226'3.40 MI (5.47 KM) SOUTHEAST ALONG TH-52 FROM ITS JUNCTION WITH TH-74
 DI8226'AND TH-30, IN THE NORTHEAST 1/4 OF SECTION 15, T104N, R11W,
 DI8226'
 DI8226'25.5 FT (7.8 M) EAST OF AND ABOUT 0.5 FT (15.2 CM) LOWER THAN THE
 DI8226'CENTERLINE OF TH-52 AT MILEPOST 30.95, 0.7 FT (21.3 CM) NORTH OF SE
 DI8226'CORNER BRIDGE 23011 OVER ROOT RIVER.
 DI8226
 DI8226                          STATION RECOVERY (2007)
 DI8226
 DI8226'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (DRB)
 DI8226'3.4 MI (5.5 KM) SOUTHEAST OF THE JUNCTION OF TRUNK HIGHWAY 52 AND
 DI8226'TRUNK HIGHWAY 30 (TRUNK HIGHWAY 74) AT CHATFIELD, AT TRUNK HIGHWAY 52
 DI8226'MILE POINT 30.5. IN SOUTHEAST CORNER OF TRUNK HIGHWAY 52 BRIDGE 23011
 DI8226'OVER ROOT RIVER, 25.5 FT (7.8 M) EAST OF TRUNK HIGHWAY 52, 0.7 FT (21
 DI8226'CM) NORTH OF THE SOUTHEAST CORNER OF BRIDGE, 1.5 FT (0.5 M) NORTH OF A
 DI8226'WITNESS SIGN ON BRIDGE MARKER POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DI8237 ***********************************************************************
 DI8237  DESIGNATION -  2311 G
 DI8237  PID         -  DI8237
 DI8237  STATE/COUNTY-  MN/FILLMORE
 DI8237  COUNTRY     -  US
 DI8237  USGS QUAD   -  CHATFIELD (2019)
 DI8237
 DI8237                         *CURRENT SURVEY CONTROL
 DI8237  ______________________________________________________________________
 DI8237* NAD 83(1986) POSITION- 43 48 39.03   (N) 092 08 17.40   (W)   HD_HELD1
 DI8237* NAVD 88 ORTHO HEIGHT -   296.555 (meters)      972.95  (feet) ADJUSTED
 DI8237  ______________________________________________________________________
 DI8237  GEOID HEIGHT    -        -30.031 (meters)                     GEOID18
 DI8237  DYNAMIC HEIGHT  -        296.498 (meters)      972.76  (feet) COMP
 DI8237  MODELED GRAVITY -    980,421.4   (mgal)                       NAVD 88
 DI8237
 DI8237  VERT ORDER      -  SECOND    CLASS I
 DI8237
 DI8237.The horizontal coordinates were determined by differentially corrected
 DI8237.hand held GPS observations or other comparable positioning techniques
 DI8237.and have an estimated accuracy of +/- 3 meters.
 DI8237
 DI8237.The orthometric height was determined by differential leveling and
 DI8237.adjusted by the NATIONAL GEODETIC SURVEY
 DI8237.in January 2008.
 DI8237
 DI8237.Significant digits in the geoid height do not necessarily reflect accuracy.
 DI8237.GEOID18 height accuracy estimate available here.
 DI8237
 DI8237.Click photographs - Photos may exist for this station.
 DI8237
 DI8237.The dynamic height is computed by dividing the NAVD 88
 DI8237.geopotential number by the normal gravity value computed on the
 DI8237.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DI8237.degrees latitude (g = 980.6199 gals.).
 DI8237
 DI8237.The modeled gravity was interpolated from observed gravity values.
 DI8237
 DI8237;                    North         East    Units  Estimated Accuracy
 DI8237;SPC MN S     -   191,801.0     949,790.4     MT  (+/- 3 meters HH1 GPS) 
 DI8237
 DI8237_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWJ6931551224(NAD 83)
 DI8237
 DI8237                          SUPERSEDED SURVEY CONTROL
 DI8237
 DI8237.No superseded survey control is available for this station.
 DI8237
 DI8237_MARKER: DV = VERTICAL CONTROL DISK
 DI8237_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 DI8237+WITH SETTING: INFORMATION.
 DI8237_STAMPING: 2311 G 1991
 DI8237_MARK LOGO: MNDT
 DI8237_PROJECTION: RECESSED 5 CENTIMETERS
 DI8237_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DI8237_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DI8237_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DI8237+SATELLITE: SATELLITE OBSERVATIONS - August 19, 2024
 DI8237_ROD/PIPE-DEPTH: 1.4 meters
 DI8237
 DI8237  HISTORY     - Date     Condition        Report By
 DI8237  HISTORY     - 19910613 MONUMENTED       MNDT
 DI8237  HISTORY     - 20070827 GOOD             MNDT
 DI8237  HISTORY     - 20201207 GOOD             MNDT
 DI8237  HISTORY     - 20230412 GOOD             MNDT
 DI8237  HISTORY     - 20240819 GOOD             MNDT
 DI8237
 DI8237                          STATION DESCRIPTION
 DI8237
 DI8237'DESCRIBED BY MN DEPT OF TRANSP 1991
 DI8237'THE MARK IS 3.5 MI (5.6 KM) SOUTHEAST OF THE CITY OF CHATFIELD,
 DI8237'
 DI8237'3.85 MI (6.20 KM) SOUTHEAST ALONG TH-52 FROM ITS JUNCTION WITH TH-74
 DI8237'AND TH-30, IN THE SOUTHEAST 1/4 OF SECTION 15, T104N, R11W, 99.0 FT
 DI8237'(30.2 M) WEST-SOUTHWEST OF AND ABOUT 1.0 FT (0.3 M) LOWER THAN THE
 DI8237'CENTERLINE OF TH-52 AT MILEPOST 30.5, 15.0 FT (4.6 M) NORTHWEST OF
 DI8237'CENTER OF A FIELD ENTRANCE, 1.6 FT (0.5 M) EAST OF A FENCE LINE, 1.5
 DI8237'FT (0.5 M) EAST-NORTHEAST OF A STEEL WITNESS POST, AND FLUSH WITH THE
 DI8237'GROUND.  NOTE-ROD WAS DRIVEN TO REFUSAL.
 DI8237
 DI8237                          STATION RECOVERY (2007)
 DI8237
 DI8237'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (DRB)
 DI8237'3.9 MI (6.3 KM) SOUTHEAST OF CHATFIELD, 3.8 MI (6.1 KM) SOUTHEAST
 DI8237'ALONG TRUNK HIGHWAY 52  FROM THE JUNCTION OF TRUNK HIGHWAY 52 AND
 DI8237'TRUNK HIGHWAY 30/TRUNK HIGHWAY 74 IN CHATFIELD, AT TRUNK HIGHWAY 52
 DI8237'MILE POINT 30.5, 99.0 FT (30.2 M) WEST-SOUTHWEST OF TRUNK HIGHWAY 52,
 DI8237'15.0 FT (4.6 M) NORTHWEST OF A FIELD ENTRANCE, 1.6 FT (0.5 M) EAST OF
 DI8237'A FENCE LINE, 1.5 FT (0.5 M) EAST-SOUTHEAST OF A WITNESS POST.
 DI8237
 DI8237                          STATION RECOVERY (2020)
 DI8237
 DI8237'RECOVERY NOTE BY MN DEPT OF TRANSP 2020 (KMS)
 DI8237'RECOVERED IN GOOD CONDITION.
 DI8237
 DI8237                          STATION RECOVERY (2023)
 DI8237
 DI8237'RECOVERY NOTE BY MN DEPT OF TRANSP 2023 (KMS)
 DI8237'RECOVERED AS DESCRIBED.
 DI8237
 DI8237                          STATION RECOVERY (2024)
 DI8237
 DI8237'RECOVERY NOTE BY MN DEPT OF TRANSP 2024 (RMJ)
 DI8237'3.9 MI (6.3 KM) SOUTHEAST OF CHATFIELD, 3.8 MI (6.1 KM) SOUTHEAST
 DI8237'ALONG TRUNK HIGHWAY 52 FROM THE JUNCTION OF TRUNK HIGHWAY 52 AND TRUNK
 DI8237'HIGHWAY 74 IN CHATFIELD, AT TRUNK HIGHWAY 52 MILE POINT 30.5, 99.0 FT
 DI8237'(30.2 M) WEST-SOUTHWEST OF TRUNK HIGHWAY 52, 15.0 FT (4.6 M) NORTHWEST
 DI8237'OF DRIVEWAY NUMBER 3127, 1.6 FT (0.5 M) EAST OF A FENCE LINE, 1.5 FT
 DI8237'(0.5 M) EAST-SOUTHEAST OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DI8233 ***********************************************************************
 DI8233  DESIGNATION -  2311 H
 DI8233  PID         -  DI8233
 DI8233  STATE/COUNTY-  MN/FILLMORE
 DI8233  COUNTRY     -  US
 DI8233  USGS QUAD   -  CHATFIELD (2019)
 DI8233
 DI8233                         *CURRENT SURVEY CONTROL
 DI8233  ______________________________________________________________________
 DI8233* NAD 83(1986) POSITION- 43 48 05.03   (N) 092 07 40.89   (W)   HD_HELD1
 DI8233* NAVD 88 ORTHO HEIGHT -   313.616 (meters)     1028.92  (feet) ADJUSTED
 DI8233  ______________________________________________________________________
 DI8233  GEOID HEIGHT    -        -30.048 (meters)                     GEOID18
 DI8233  DYNAMIC HEIGHT  -        313.556 (meters)     1028.72  (feet) COMP
 DI8233  MODELED GRAVITY -    980,420.9   (mgal)                       NAVD 88
 DI8233
 DI8233  VERT ORDER      -  SECOND    CLASS I
 DI8233
 DI8233.The horizontal coordinates were determined by differentially corrected
 DI8233.hand held GPS observations or other comparable positioning techniques
 DI8233.and have an estimated accuracy of +/- 3 meters.
 DI8233
 DI8233.The orthometric height was determined by differential leveling and
 DI8233.adjusted by the NATIONAL GEODETIC SURVEY
 DI8233.in January 2008.
 DI8233
 DI8233.Significant digits in the geoid height do not necessarily reflect accuracy.
 DI8233.GEOID18 height accuracy estimate available here.
 DI8233
 DI8233.Click photographs - Photos may exist for this station.
 DI8233
 DI8233.The dynamic height is computed by dividing the NAVD 88
 DI8233.geopotential number by the normal gravity value computed on the
 DI8233.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DI8233.degrees latitude (g = 980.6199 gals.).
 DI8233
 DI8233.The modeled gravity was interpolated from observed gravity values.
 DI8233
 DI8233;                    North         East    Units  Estimated Accuracy
 DI8233;SPC MN S     -   190,770.6     950,630.2     MT  (+/- 3 meters HH1 GPS) 
 DI8233
 DI8233_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWJ7014250184(NAD 83)
 DI8233
 DI8233                          SUPERSEDED SURVEY CONTROL
 DI8233
 DI8233.No superseded survey control is available for this station.
 DI8233
 DI8233_MARKER: DV = VERTICAL CONTROL DISK
 DI8233_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 DI8233+WITH SETTING: INFORMATION.
 DI8233_STAMPING: 2311 H 1991
 DI8233_MARK LOGO: MNDT
 DI8233_PROJECTION: FLUSH
 DI8233_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DI8233_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DI8233_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DI8233+SATELLITE: SATELLITE OBSERVATIONS - August 19, 2024
 DI8233_ROD/PIPE-DEPTH: 0.9 meters
 DI8233
 DI8233  HISTORY     - Date     Condition        Report By
 DI8233  HISTORY     - 19910613 MONUMENTED       MNDT
 DI8233  HISTORY     - 20070827 GOOD             MNDT
 DI8233  HISTORY     - 20201207 GOOD             MNDT
 DI8233  HISTORY     - 20230412 GOOD             MNDT
 DI8233  HISTORY     - 20240819 GOOD             MNDT
 DI8233
 DI8233                          STATION DESCRIPTION
 DI8233
 DI8233'DESCRIBED BY MN DEPT OF TRANSP 1991
 DI8233'THE MARK IS 4.0 MI (6.4 KM) SOUTHEAST OF THE CITY OF CHATFIELD,
 DI8233'
 DI8233'4.7 MI (7.6 KM) SOUTHEAST ALONG TH-52 FROM ITS JUNCTION WITH TH-74 AND
 DI8233'TH-30, IN THE NORTHWEST 1/4 OF SECTION 23, T104N, R11W,
 DI8233'
 DI8233'215.O FT (65.5 M) EAST OF AND ABOUT 2.0 FEET (0.6 M) LOWER THAN THE
 DI8233'CENTERLINE OF TH-52 AT MILEPOST 29.65, 33.0 FT (10.1 M) SOUTH OF
 DI8233'CENTER OF COUNTY ROAD 6, 9.5 FT (2.9 M) EAST OF CENTER OF A FIELD
 DI8233'ENTRANCE, 1.1 FT (0.3 M) NORTH OF A FENCE LINE, 2.5 FT (0.8 M)
 DI8233'WEST-NORTHWEST OF A STEEL WITNESS POST, AND FLUSH WITH THE GROUND.
 DI8233'NOTE--ROD WAS DRIVEN TO REFUSAL.
 DI8233
 DI8233                          STATION RECOVERY (2007)
 DI8233
 DI8233'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (DRB)
 DI8233'4.7 MI (7.6 KM) SOUTHEAST OF CHATFIELD, 4.7 MI (7.6 KM) SOUTHEAST
 DI8233'ALONG TRUNK HIGHWAY 52  FROM THE JUNCTION OF TRUNK HIGHWAY 52 AND
 DI8233'TRUNK HIGHWAY 30/TRUNK HIGHWAY 74 IN CHATFIELD, AT TRUNK HIGHWAY 52
 DI8233'MILE POINT 29.65, 215.0 FT (65.5 M) EAST OF TRUNK HIGHWAY 52, 33.0 FT
 DI8233'(10.1 M) SOUTH OF COUNTY ROAD 6, 9.5 FT (2.9 M) EAST OF A FIELD
 DI8233'ENTRANCE, 1.1 FT (0.3 M) NORTHWEST OF CORNER GATE POST, 7.0 FT (2.1 M)
 DI8233'WEST OF A WITNESS POST.
 DI8233
 DI8233                          STATION RECOVERY (2020)
 DI8233
 DI8233'RECOVERY NOTE BY MN DEPT OF TRANSP 2020 (KMS)
 DI8233'RECOVERED IN GOOD CONDITION.
 DI8233
 DI8233                          STATION RECOVERY (2023)
 DI8233
 DI8233'RECOVERY NOTE BY MN DEPT OF TRANSP 2023 (KMS)
 DI8233'RECOVERED AS DESCRIBED.
 DI8233
 DI8233                          STATION RECOVERY (2024)
 DI8233
 DI8233'RECOVERY NOTE BY MN DEPT OF TRANSP 2024 (RMJ)
 DI8233'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DI8234 ***********************************************************************
 DI8234  DESIGNATION -  2311 J
 DI8234  PID         -  DI8234
 DI8234  STATE/COUNTY-  MN/FILLMORE
 DI8234  COUNTRY     -  US
 DI8234  USGS QUAD   -  CHATFIELD (2019)
 DI8234
 DI8234                         *CURRENT SURVEY CONTROL
 DI8234  ______________________________________________________________________
 DI8234* NAD 83(1986) POSITION- 43 47 34.     (N) 092 07 59.     (W)   SCALED
 DI8234* NAVD 88 ORTHO HEIGHT -   297.842 (meters)      977.17  (feet) ADJUSTED
 DI8234  ______________________________________________________________________
 DI8234  GEOID HEIGHT    -        -30.053 (meters)                     GEOID18
 DI8234  DYNAMIC HEIGHT  -        297.783 (meters)      976.98  (feet) COMP
 DI8234  MODELED GRAVITY -    980,415.6   (mgal)                       NAVD 88
 DI8234
 DI8234  VERT ORDER      -  SECOND    CLASS I
 DI8234
 DI8234.The horizontal coordinates were scaled from a map and have
 DI8234.an estimated accuracy of +/- 6 seconds.
 DI8234
 DI8234.The orthometric height was determined by differential leveling and
 DI8234.adjusted by the NATIONAL GEODETIC SURVEY
 DI8234.in January 2008.
 DI8234
 DI8234.Significant digits in the geoid height do not necessarily reflect accuracy.
 DI8234.GEOID18 height accuracy estimate available here.
 DI8234
 DI8234.Click photographs - Photos may exist for this station.
 DI8234
 DI8234.The dynamic height is computed by dividing the NAVD 88
 DI8234.geopotential number by the normal gravity value computed on the
 DI8234.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DI8234.degrees latitude (g = 980.6199 gals.).
 DI8234
 DI8234.The modeled gravity was interpolated from observed gravity values.
 DI8234
 DI8234;                    North         East    Units  Estimated Accuracy
 DI8234;SPC MN S     -   189,800.      950,250.      MT  (+/- 180 meters Scaled)
 DI8234
 DI8234_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWJ697492(NAD 83)
 DI8234
 DI8234                          SUPERSEDED SURVEY CONTROL
 DI8234
 DI8234.No superseded survey control is available for this station.
 DI8234
 DI8234_MARKER: DV = VERTICAL CONTROL DISK
 DI8234_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DI8234_SP_SET: BRIDGE ABUTMENT
 DI8234_STAMPING: 2311 J 1991
 DI8234_MARK LOGO: MNDT
 DI8234_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DI8234_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DI8234+SATELLITE: SATELLITE OBSERVATIONS - August 27, 2007
 DI8234
 DI8234  HISTORY     - Date     Condition        Report By
 DI8234  HISTORY     - 19910613 MONUMENTED       MNDT
 DI8234  HISTORY     - 20070827 GOOD             MNDT
 DI8234
 DI8234                          STATION DESCRIPTION
 DI8234
 DI8234'DESCRIBED BY MN DEPT OF TRANSP 1991
 DI8234'THE MARK IS 4.0 MI (6.4 KM) NORTH OF THE CITY OF FOUNTAIN,
 DI8234'
 DI8234'4.15 MI (6.68 KM) NORTH ALONG TH-52 FROM ITS JUNCTION WITH TH-80, IN
 DI8234'THE SOUTHEAST 1/4 OF SECTION 22, T104N, R11W,
 DI8234'
 DI8234'26.0 FT (7.9 M) WEST OF AND ABOUT LEVEL WITH THE CENTERLINE OF TH-52
 DI8234'AT MILEPOST 28.95, 0.8 FT (24.4 CM) SOUTH OF THE SOUTHEAST CORNER OF
 DI8234'BRIDGE 23007 OVER RICE CREEK.
 DI8234
 DI8234                          STATION RECOVERY (2007)
 DI8234
 DI8234'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (DRB)
 DI8234'3.7 MI (6.0 KM) NORTH OF FOUNTAIN, 4.15 MI (6.68 KM) NORTH OF THE
 DI8234'JUNCTION OF TRUNK HIGHWAY 52 AND TRUNK HIGHWAY 80 AT FOUNTAIN, IN
 DI8234'SOUTHEAST CORNER OF TRUNK HIGHWAY 52 BRIDGE 23007 OVER RICE CREEK, AT
 DI8234'TRUNK HIGHWAY 52 MILE POINT 28.95, 26.0 FT (7.9 M) EAST OF TRUNK
 DI8234'HIGHWAY 52, 0.8 FT (24 CM) NORTH OF THE SOUTHEAST CORNER OF BRIDGE,
 DI8234'2.0 FT (0.6 M) NORTH OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DI8229 ***********************************************************************
 DI8229  DESIGNATION -  2311 M
 DI8229  PID         -  DI8229
 DI8229  STATE/COUNTY-  MN/FILLMORE
 DI8229  COUNTRY     -  US
 DI8229  USGS QUAD   -  CHATFIELD (2019)
 DI8229
 DI8229                         *CURRENT SURVEY CONTROL
 DI8229  ______________________________________________________________________
 DI8229* NAD 83(1986) POSITION- 43 46 01.71   (N) 092 08 07.32   (W)   HD_HELD1
 DI8229* NAVD 88 ORTHO HEIGHT -   379.344 (meters)     1244.56  (feet) ADJUSTED
 DI8229  ______________________________________________________________________
 DI8229  GEOID HEIGHT    -        -30.079 (meters)                     GEOID18
 DI8229  DYNAMIC HEIGHT  -        379.265 (meters)     1244.31  (feet) COMP
 DI8229  MODELED GRAVITY -    980,401.3   (mgal)                       NAVD 88
 DI8229
 DI8229  VERT ORDER      -  SECOND    CLASS I
 DI8229
 DI8229.The horizontal coordinates were determined by differentially corrected
 DI8229.hand held GPS observations or other comparable positioning techniques
 DI8229.and have an estimated accuracy of +/- 3 meters.
 DI8229
 DI8229.The orthometric height was determined by differential leveling and
 DI8229.adjusted by the NATIONAL GEODETIC SURVEY
 DI8229.in January 2008.
 DI8229
 DI8229.Significant digits in the geoid height do not necessarily reflect accuracy.
 DI8229.GEOID18 height accuracy estimate available here.
 DI8229
 DI8229.Click photographs - Photos may exist for this station.
 DI8229
 DI8229.The dynamic height is computed by dividing the NAVD 88
 DI8229.geopotential number by the normal gravity value computed on the
 DI8229.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DI8229.degrees latitude (g = 980.6199 gals.).
 DI8229
 DI8229.The modeled gravity was interpolated from observed gravity values.
 DI8229
 DI8229;                    North         East    Units  Estimated Accuracy
 DI8229;SPC MN S     -   186,952.0     950,126.3     MT  (+/- 3 meters HH1 GPS) 
 DI8229
 DI8229_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWJ6959146373(NAD 83)
 DI8229
 DI8229                          SUPERSEDED SURVEY CONTROL
 DI8229
 DI8229.No superseded survey control is available for this station.
 DI8229
 DI8229_MARKER: DV = VERTICAL CONTROL DISK
 DI8229_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 DI8229+WITH SETTING: INFORMATION.
 DI8229_STAMPING: 2311 M 1991
 DI8229_MARK LOGO: MNDT
 DI8229_PROJECTION: FLUSH
 DI8229_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DI8229_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DI8229_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DI8229+SATELLITE: SATELLITE OBSERVATIONS - August 19, 2024
 DI8229_ROD/PIPE-DEPTH: 0.8 meters
 DI8229
 DI8229  HISTORY     - Date     Condition        Report By
 DI8229  HISTORY     - 19910613 MONUMENTED       MNDT
 DI8229  HISTORY     - 20130415 GOOD             MNDT
 DI8229  HISTORY     - 20230412 GOOD             MNDT
 DI8229  HISTORY     - 20240819 GOOD             MNDT
 DI8229
 DI8229                          STATION DESCRIPTION
 DI8229
 DI8229'DESCRIBED BY MN DEPT OF TRANSP 1991
 DI8229'THE MARK IS 1.75 MI (2.82 KM) NORTH OF FOUNTAIN,
 DI8229'
 DI8229'2.3 MI (3.7 KM) NORTH ALONG TH-52 FROM ITS JUNCTION WITH TH-80, IN THE
 DI8229'SOUTHEAST 1/4 OF SECTION 34, T104N, R11W,
 DI8229'
 DI8229'330.0 FT (100.6 M) WEST OF AND ABOUT 1.0 FT (0.3 M) HIGHER THAN THE
 DI8229'CENTERLINE OF TH-52 AT MILEPOST 27.1, 30.0 FT (9.1 M) NORTH OF CENTER
 DI8229'OF GRAVEL ROAD, 9.0 FT (2.7 M) EAST OF CENTER OF ENTRANCE, 1.0 FT (0.3
 DI8229'M) SOUTH OF A FENCE LINE, 1.6 FT (0.5 M) SOUTH OF STEEL WITNESS POST,
 DI8229'AND FLUSH WITH THE GROUND.  NOTE--ROD WAS DRIVEN TO REFUSAL.
 DI8229
 DI8229                          STATION RECOVERY (2013)
 DI8229
 DI8229'RECOVERY NOTE BY MN DEPT OF TRANSP 2013 (JBG)
 DI8229'THE STATION IS LOCATED ABOUT 7.2 MI (11.6 KM) NORTH-NORTHWEST OF
 DI8229'PRESTON, 6.0 MI (9.7 KM) SOUTH-SOUTHEAST OF CHATFIELD AND 1.9 MI (3.1
 DI8229'KM) NORTH OF FOUNTAIN.
 DI8229'
 DI8229'2.1 MILES NORTH OF FOUNTAIN, 2.3 MI (3.7 KM) NORTH ALONG TRUNK HIGHWAY
 DI8229'52 FROM THE JUNCTION OF TRUNK HIGHWAY 52 AND TRUNK HIGHWAY 80 INCH
 DI8229'(203 CM) FOUNTAIN, AT TRUNK HIGHWAY 52 MILE POINT 27.1.
 DI8229'
 DI8229'IT IS 330.0 FT (100.6 M) WEST OF TRUNK HIGHWAY 52, 26.6 FT (8.1 M)
 DI8229'NORTH OF GRAVEL ROAD, 9.0 FT (2.7 M) EAST OF CENTER OF ENTRANCE, 2.0
 DI8229'FT (0.6 M) SOUTHEAST OF GATE POST, 1.6 FT (0.5 M) SOUTHEAST OF A
 DI8229'WITNESS POST.
 DI8229
 DI8229                          STATION RECOVERY (2023)
 DI8229
 DI8229'RECOVERY NOTE BY MN DEPT OF TRANSP 2023 (KMS)
 DI8229'RECOVERED AS DESCRIBED.
 DI8229
 DI8229                          STATION RECOVERY (2024)
 DI8229
 DI8229'RECOVERY NOTE BY MN DEPT OF TRANSP 2024 (RMJ)
 DI8229'2.1 MI (3.4 KM) NORTH OF FOUNTAIN, 2.3 MI (3.7 KM) NORTH ALONG TRUNK
 DI8229'HIGHWAY 52 FROM THE JUNCTION OF TRUNK HIGHWAY 52 AND TRUNK HIGHWAY 80
 DI8229'IN FOUNTAIN, AT TRUNK HIGHWAY 52 MILE POINT 27.1, THEN 0.1 MI (0.2 KM)
 DI8229'WEST ON KARST ROAD, 26.6 FT (8.1 M) NORTH FROM KARST ROAD, 9.0 FT (2.7
 DI8229'M) EAST OF THE CENTER OF AN ENTRANCE, 2.0 FT (0.6 M) SOUTHEAST OF A
 DI8229'GATE POST, 1.6 FT (0.5 M) SOUTHEAST OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DI8231 ***********************************************************************
 DI8231  DESIGNATION -  2311 N
 DI8231  PID         -  DI8231
 DI8231  STATE/COUNTY-  MN/FILLMORE
 DI8231  COUNTRY     -  US
 DI8231  USGS QUAD   -  CHATFIELD (2019)
 DI8231
 DI8231                         *CURRENT SURVEY CONTROL
 DI8231  ______________________________________________________________________
 DI8231* NAD 83(1986) POSITION- 43 45 39.26   (N) 092 07 58.49   (W)   HD_HELD1
 DI8231* NAVD 88 ORTHO HEIGHT -   382.367 (meters)     1254.48  (feet) ADJUSTED
 DI8231  ______________________________________________________________________
 DI8231  GEOID HEIGHT    -        -30.087 (meters)                     GEOID18
 DI8231  DYNAMIC HEIGHT  -        382.287 (meters)     1254.22  (feet) COMP
 DI8231  MODELED GRAVITY -    980,398.0   (mgal)                       NAVD 88
 DI8231
 DI8231  VERT ORDER      -  SECOND    CLASS I
 DI8231
 DI8231.The horizontal coordinates were determined by differentially corrected
 DI8231.hand held GPS observations or other comparable positioning techniques
 DI8231.and have an estimated accuracy of +/- 3 meters.
 DI8231
 DI8231.The orthometric height was determined by differential leveling and
 DI8231.adjusted by the NATIONAL GEODETIC SURVEY
 DI8231.in June 2015.
 DI8231
 DI8231.Significant digits in the geoid height do not necessarily reflect accuracy.
 DI8231.GEOID18 height accuracy estimate available here.
 DI8231
 DI8231.Click photographs - Photos may exist for this station.
 DI8231
 DI8231.The dynamic height is computed by dividing the NAVD 88
 DI8231.geopotential number by the normal gravity value computed on the
 DI8231.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DI8231.degrees latitude (g = 980.6199 gals.).
 DI8231
 DI8231.The modeled gravity was interpolated from observed gravity values.
 DI8231
 DI8231;                    North         East    Units  Estimated Accuracy
 DI8231;SPC MN S     -   186,263.8     950,339.6     MT  (+/- 3 meters HH1 GPS) 
 DI8231
 DI8231_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWJ6979645683(NAD 83)
 DI8231
 DI8231                          SUPERSEDED SURVEY CONTROL
 DI8231
 DI8231  NAVD 88 (01/04/08)  382.365  (m)         1254.48   (f) SUPERSEDED  2 1
 DI8231
 DI8231.Superseded values are not recommended for survey control.
 DI8231
 DI8231.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DI8231.See file dsdata.pdf to determine how the superseded data were derived.
 DI8231
 DI8231_MARKER: DV = VERTICAL CONTROL DISK
 DI8231_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 DI8231+WITH SETTING: INFORMATION.
 DI8231_STAMPING: 2311 N 1991
 DI8231_MARK LOGO: MNDT
 DI8231_PROJECTION: PROJECTING 5 CENTIMETERS
 DI8231_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DI8231_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DI8231_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DI8231+SATELLITE: SATELLITE OBSERVATIONS - August 19, 2024
 DI8231_ROD/PIPE-DEPTH: 1.4 meters
 DI8231
 DI8231  HISTORY     - Date     Condition        Report By
 DI8231  HISTORY     - 19910613 MONUMENTED       MNDT
 DI8231  HISTORY     - 20130415 GOOD             MNDT
 DI8231  HISTORY     - 20230412 GOOD             MNDT
 DI8231  HISTORY     - 20240819 GOOD             MNDT
 DI8231
 DI8231                          STATION DESCRIPTION
 DI8231
 DI8231'DESCRIBED BY MN DEPT OF TRANSP 1991
 DI8231'THE MARK IS 1.25 MI (2.01 KM) NORTH OF FOUNTAIN,
 DI8231'
 DI8231'1.9 MI (3.1 KM) NORTH ALONG TH-52 FROM ITS JUNCTION WITH TH-80, IN THE
 DI8231'SOUTHEAST 1/4 OF SECTION 34, T104N, R11W,
 DI8231'
 DI8231'330.0 FT (100.6 M) EAST CENTERLINE OF TH-52 AT MILEPOST 26.7, 31.5 FT
 DI8231'(9.6 M) NORTH AND 1.0 FT (0.3 M) LOWER THAN CENTER OF GRAVEL ROAD, 1.9
 DI8231'FT (0.6 M) WEST OF A POWER POLE, 2.9 FT (0.9 M) SOUTH OF A FENCE LINE,
 DI8231'2.7 FT (0.8 M) SOUTH OF STEEL WITNESS POST, AND FLUSH WITH THE GROUND.
 DI8231'NOTE--ROD WAS DRIVEN TO REFUSAL.
 DI8231
 DI8231                          STATION RECOVERY (2013)
 DI8231
 DI8231'RECOVERY NOTE BY MN DEPT OF TRANSP 2013 (JBG)
 DI8231'THE STATION IS LOCATED ABOUT 6.7 MI (10.8 KM) NORTH-NORTHWEST OF
 DI8231'PRESTON, 6.5 MI (10.5 KM) SOUTH-SOUTHEAST OF CHATFIELD AND 1.5 MI (2.4
 DI8231'KM) NORTH OF FOUNTAIN.
 DI8231'
 DI8231'1.5 MILES NORTH OF FOUNTAIN, 1.9 MI (3.1 KM) NORTH ALONG TRUNK HIGHWAY
 DI8231'52 FROM THE JUNCTION OF TRUNK HIGHWAY 52 AND TRUNK HIGHWAY 80 INCH
 DI8231'(203 CM) FOUNTAIN, AT TRUNK HIGHWAY 52 MILE POINT 26.7.
 DI8231'
 DI8231'IT IS 330.0 FT (100.6 M) EAST OF TRUNK HIGHWAY 52, 31.0 FT (9.4 M)
 DI8231'NORTH OF 280TH STREET (GRAVEL ROAD), 2.9 FT (0.9 M) SOUTH OF A FENCE
 DI8231'LINE, 2.7 FT (0.8 M) SOUTH OF A WITNESS POST.
 DI8231
 DI8231                          STATION RECOVERY (2023)
 DI8231
 DI8231'RECOVERY NOTE BY MN DEPT OF TRANSP 2023 (KMS)
 DI8231'RECOVERED AS DESCRIBED.
 DI8231
 DI8231                          STATION RECOVERY (2024)
 DI8231
 DI8231'RECOVERY NOTE BY MN DEPT OF TRANSP 2024 (RMJ)
 DI8231'1.5 MI (2.4 KM) NORTH OF FOUNTAIN, 1.9 MI (3.1 KM) NORTH ALONG TRUNK
 DI8231'HIGHWAY 52 FROM THE JUNCTION OF TRUNK HIGHWAY 52 AND TRUNK HIGHWAY 80
 DI8231'IN FOUNTAIN, AT TRUNK HIGHWAY 52 MILE POINT 26.7, THEN 0.05 MI (0.08
 DI8231'KM) EAST ON 280TH STREET, 31.0 FT (9.4 M) NORTH OF 280TH STREET, 2.7
 DI8231'FT (0.8 M) SOUTH OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DP6806 ***********************************************************************
 DP6806  DESIGNATION -  2311 Q
 DP6806  PID         -  DP6806
 DP6806  STATE/COUNTY-  MN/FILLMORE
 DP6806  COUNTRY     -  US
 DP6806  USGS QUAD   -  FOUNTAIN (2019)
 DP6806
 DP6806                         *CURRENT SURVEY CONTROL
 DP6806  ______________________________________________________________________
 DP6806* NAD 83(1986) POSITION- 43 44 55.22   (N) 092 08 03.76   (W)   HD_HELD1
 DP6806* NAVD 88 ORTHO HEIGHT -   384.529 (meters)     1261.58  (feet) ADJUSTED
 DP6806  ______________________________________________________________________
 DP6806  GEOID HEIGHT    -        -30.102 (meters)                     GEOID18
 DP6806  DYNAMIC HEIGHT  -        384.446 (meters)     1261.30  (feet) COMP
 DP6806  MODELED GRAVITY -    980,391.6   (mgal)                       NAVD 88
 DP6806
 DP6806  VERT ORDER      -  SECOND    CLASS I
 DP6806
 DP6806.The horizontal coordinates were determined by differentially corrected
 DP6806.hand held GPS observations or other comparable positioning techniques
 DP6806.and have an estimated accuracy of +/- 3 meters.
 DP6806
 DP6806.The orthometric height was determined by differential leveling and
 DP6806.adjusted by the NATIONAL GEODETIC SURVEY
 DP6806.in June 2015.
 DP6806
 DP6806.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP6806.GEOID18 height accuracy estimate available here.
 DP6806
 DP6806.Click photographs - Photos may exist for this station.
 DP6806
 DP6806.The dynamic height is computed by dividing the NAVD 88
 DP6806.geopotential number by the normal gravity value computed on the
 DP6806.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP6806.degrees latitude (g = 980.6199 gals.).
 DP6806
 DP6806.The modeled gravity was interpolated from observed gravity values.
 DP6806
 DP6806;                    North         East    Units  Estimated Accuracy
 DP6806;SPC MN S     -   184,902.2     950,252.8     MT  (+/- 3 meters HH1 GPS) 
 DP6806
 DP6806_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWJ6969244323(NAD 83)
 DP6806
 DP6806                          SUPERSEDED SURVEY CONTROL
 DP6806
 DP6806.No superseded survey control is available for this station.
 DP6806
 DP6806_MARKER: I = METAL ROD
 DP6806_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DP6806_STAMPING: 2311 Q 2013
 DP6806_MARK LOGO: MNDT
 DP6806_PROJECTION: RECESSED 10 CENTIMETERS
 DP6806_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DP6806_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DP6806_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP6806+SATELLITE: SATELLITE OBSERVATIONS - August 18, 2024
 DP6806_ROD/PIPE-DEPTH: 3.05 meters
 DP6806
 DP6806  HISTORY     - Date     Condition        Report By
 DP6806  HISTORY     - 20130508 MONUMENTED       MNDT
 DP6806  HISTORY     - 20201207 GOOD             MNDT
 DP6806  HISTORY     - 20230412 GOOD             MNDT
 DP6806  HISTORY     - 20240818 GOOD             MNDT
 DP6806
 DP6806                          STATION DESCRIPTION
 DP6806
 DP6806'DESCRIBED BY MN DEPT OF TRANSP 2013
 DP6806'THE STATION IS LOCATED ABOUT 7.2 MI (11.6 KM) SOUTH-SOUTHEAST OF
 DP6806'CHATFIELD, 6.0 MI (9.7 KM) NORTH-NORTHWEST OF PRESTON AND 0.6 MI (1.0
 DP6806'KM) NORTH OF FOUNTAIN.
 DP6806'
 DP6806'IN FOUNTAIN, 0.95 MI (1.5 KM) NORTH ALONG TRUNK HIGHWAY 52 FROM THE
 DP6806'JUNCTION OF TRUNK HIGHWAY 52 AND TRUNK HIGHWAY 80 INCH (203 CM)
 DP6806'FOUNTAIN, AT TRUNK HIGHWAY 52 MILE POINT 25.95.
 DP6806'
 DP6806'IT IS 43.5 FT (13.3 M) WEST OF TRUNK HIGHWAY 52, 0.2 MI (0.3 KM) NORTH
 DP6806'OF COUNTY ROAD 11, 1.5 FT (0.5 M) EAST OF A WITNESS POST.
 DP6806'
 DP6806'THE STATION STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM
 DP6806'ROD DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION REMOVABLE
 DP6806'DISK SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH
 DP6806'PVC PIPE BACK FILLED WITH WASHED SAND.
 DP6806
 DP6806                          STATION RECOVERY (2020)
 DP6806
 DP6806'RECOVERY NOTE BY MN DEPT OF TRANSP 2020 (KMS)
 DP6806'RECOVERED IN GOOD CONDITION.
 DP6806
 DP6806                          STATION RECOVERY (2023)
 DP6806
 DP6806'RECOVERY NOTE BY MN DEPT OF TRANSP 2023 (KMS)
 DP6806'RECOVERED AS DESCRIBED.
 DP6806
 DP6806                          STATION RECOVERY (2024)
 DP6806
 DP6806'RECOVERY NOTE BY MN DEPT OF TRANSP 2024 (RMJ)
 DP6806'IN FOUNTAIN, 0.95 MI (1.53 KM) NORTH ALONG TRUNK HIGHWAY 52 FROM THE
 DP6806'JUNCTION OF TRUNK HIGHWAY 52 AND TRUNK HIGHWAY 80 IN FOUNTAIN, AT
 DP6806'TRUNK HIGHWAY 52 MILE POINT 25.95, 43.5 FT (13.3 M) WEST OF TRUNK
 DP6806'HIGHWAY 52, 0.2 MI (0.3 KM) NORTH OF COUNTY ROAD 11, 1.5 FT (0.5 M)
 DP6806'EAST OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DP6790 ***********************************************************************
 DP6790  DESIGNATION -  2312 D
 DP6790  PID         -  DP6790
 DP6790  STATE/COUNTY-  MN/FILLMORE
 DP6790  COUNTRY     -  US
 DP6790  USGS QUAD   -  OSTRANDER (2019)
 DP6790
 DP6790                         *CURRENT SURVEY CONTROL
 DP6790  ______________________________________________________________________
 DP6790* NAD 83(1986) POSITION- 43 30 28.55   (N) 092 23 33.49   (W)   HD_HELD1
 DP6790* NAVD 88 ORTHO HEIGHT -   375.458 (meters)     1231.82  (feet) ADJUSTED
 DP6790  ______________________________________________________________________
 DP6790  GEOID HEIGHT    -        -30.218 (meters)                     GEOID18
 DP6790  DYNAMIC HEIGHT  -        375.363 (meters)     1231.50  (feet) COMP
 DP6790  MODELED GRAVITY -    980,357.2   (mgal)                       NAVD 88
 DP6790
 DP6790  VERT ORDER      -  SECOND    CLASS I
 DP6790
 DP6790.The horizontal coordinates were determined by differentially corrected
 DP6790.hand held GPS observations or other comparable positioning techniques
 DP6790.and have an estimated accuracy of +/- 3 meters.
 DP6790
 DP6790.The orthometric height was determined by differential leveling and
 DP6790.adjusted by the NATIONAL GEODETIC SURVEY
 DP6790.in June 2015.
 DP6790
 DP6790.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP6790.GEOID18 height accuracy estimate available here.
 DP6790
 DP6790.Click photographs - Photos may exist for this station.
 DP6790
 DP6790.The dynamic height is computed by dividing the NAVD 88
 DP6790.geopotential number by the normal gravity value computed on the
 DP6790.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP6790.degrees latitude (g = 980.6199 gals.).
 DP6790
 DP6790.The modeled gravity was interpolated from observed gravity values.
 DP6790
 DP6790;                    North         East    Units  Estimated Accuracy
 DP6790;SPC MN S     -   157,716.9     929,982.1     MT  (+/- 3 meters HH1 GPS) 
 DP6790
 DP6790_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWJ4909517401(NAD 83)
 DP6790
 DP6790                          SUPERSEDED SURVEY CONTROL
 DP6790
 DP6790.No superseded survey control is available for this station.
 DP6790
 DP6790_MARKER: I = METAL ROD
 DP6790_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DP6790_STAMPING: 2312 D 2013
 DP6790_MARK LOGO: MNDT
 DP6790_PROJECTION: RECESSED 5 CENTIMETERS
 DP6790_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DP6790_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DP6790_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP6790+SATELLITE: SATELLITE OBSERVATIONS - July 17, 2024
 DP6790_ROD/PIPE-DEPTH: 7.6 meters
 DP6790
 DP6790  HISTORY     - Date     Condition        Report By
 DP6790  HISTORY     - 20130520 MONUMENTED       MNDT
 DP6790  HISTORY     - 20190918 GOOD             MNDT
 DP6790  HISTORY     - 20240717 GOOD             MNDT
 DP6790
 DP6790                          STATION DESCRIPTION
 DP6790
 DP6790'DESCRIBED BY MN DEPT OF TRANSP 2013
 DP6790'THE STATION IS LOCATED ABOUT 7.6 MI (12.2 KM) SOUTHWEST OF CHERRY
 DP6790'GROVE, 7.5 MI (12.1 KM) SOUTH-SOUTHEAST OF OSTRANDER AND 5.6 MI (9.0
 DP6790'KM) EAST OF LE ROY.
 DP6790'
 DP6790'13.1 MILES SOUTH ALONG TRUNK HIGHWAY 63 FROM THE JUNCTION OF TRUNK
 DP6790'HIGHWAY 63 AND TRUNK HIGHWAY 16 INCH (41 CM) SPRING VALLEY TO TRUNK
 DP6790'HIGHWAY 63 MILE POINT 0.4, THEN 1.15 MI (1.9 KM) WEST ON TRUNK HIGHWAY
 DP6790'56, AT TRUNK HIGHWAY 56 MILE POINT 1.15.
 DP6790'
 DP6790'IT IS 70.4 FT (21.5 M) NORTH OF TRUNK HIGHWAY 56, 20.8 FT (6.3 M) WEST
 DP6790'OF A FIELD ENTRANCE, 1.5 FT (0.5 M) SOUTH OF A WITNESS POST.
 DP6790'
 DP6790'THE STATION STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM
 DP6790'ROD DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION REMOVABLE
 DP6790'DISK SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH
 DP6790'PVC PIPE BACK FILLED WITH WASHED SAND.
 DP6790
 DP6790                          STATION RECOVERY (2019)
 DP6790
 DP6790'RECOVERY NOTE BY MN DEPT OF TRANSP 2019 (MPP)
 DP6790'RECOVERED IN GOOD CONDITION.
 DP6790
 DP6790                          STATION RECOVERY (2024)
 DP6790
 DP6790'RECOVERY NOTE BY MN DEPT OF TRANSP 2024 (RMJ)
 DP6790'13.0 MI (20.9 KM) SOUTH-SOUTHWEST OF SPRING VALLEY, 13.1 MI (21.1 KM)
 DP6790'SOUTH ALONG TRUNK HIGHWAY 63 FROM THE JUNCTION OF TRUNK HIGHWAY 63 AND
 DP6790'TRUNK HIGHWAY 16 IN SPRING VALLEY TO TRUNK HIGHWAY 63 MILE POINT 0.4,
 DP6790'THEN 1.15 MI (1.85 KM) WEST ON TRUNK HIGHWAY 56, AT TRUNK HIGHWAY 56
 DP6790'MILE POINT 1.15, 70.4 FT (21.5 M) NORTH OF TRUNK HIGHWAY 56, 20.8 FT
 DP6790'(6.3 M) WEST OF A FIELD ENTRANCE, 1.5 FT (0.5 M) SOUTH OF A WITNESS
 DP6790'POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DR6290 ***********************************************************************
 DR6290  DESIGNATION -  2312 E
 DR6290  PID         -  DR6290
 DR6290  STATE/COUNTY-  MN/FILLMORE
 DR6290  COUNTRY     -  US
 DR6290  USGS QUAD   -  OSTRANDER (2019)
 DR6290
 DR6290                         *CURRENT SURVEY CONTROL
 DR6290  ______________________________________________________________________
 DR6290* NAD 83(1986) POSITION- 43 30 28.13   (N) 092 25 27.07   (W)   HD_HELD1
 DR6290* NAVD 88 ORTHO HEIGHT -   383.153 (meters)     1257.06  (feet) ADJUSTED
 DR6290  ______________________________________________________________________
 DR6290  GEOID HEIGHT    -        -30.172 (meters)                     GEOID18
 DR6290  DYNAMIC HEIGHT  -        383.058 (meters)     1256.75  (feet) COMP
 DR6290  MODELED GRAVITY -    980,360.8   (mgal)                       NAVD 88
 DR6290
 DR6290  VERT ORDER      -  SECOND    CLASS I
 DR6290
 DR6290.The horizontal coordinates were determined by differentially corrected
 DR6290.hand held GPS observations or other comparable positioning techniques
 DR6290.and have an estimated accuracy of +/- 3 meters.
 DR6290
 DR6290.The orthometric height was determined by differential leveling and
 DR6290.adjusted by the NATIONAL GEODETIC SURVEY
 DR6290.in May 2021.
 DR6290
 DR6290.Significant digits in the geoid height do not necessarily reflect accuracy.
 DR6290.GEOID18 height accuracy estimate available here.
 DR6290
 DR6290.Click photographs - Photos may exist for this station.
 DR6290
 DR6290.The dynamic height is computed by dividing the NAVD 88
 DR6290.geopotential number by the normal gravity value computed on the
 DR6290.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DR6290.degrees latitude (g = 980.6199 gals.).
 DR6290
 DR6290.The modeled gravity was interpolated from observed gravity values.
 DR6290
 DR6290;                    North         East    Units  Estimated Accuracy
 DR6290;SPC MN S     -   157,654.3     927,431.3     MT  (+/- 3 meters HH1 GPS) 
 DR6290
 DR6290_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWJ4654517370(NAD 83)
 DR6290
 DR6290                          SUPERSEDED SURVEY CONTROL
 DR6290
 DR6290.No superseded survey control is available for this station.
 DR6290
 DR6290_MARKER: I = METAL ROD
 DR6290_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DR6290_STAMPING: 2312 E 2019
 DR6290_MARK LOGO: MNDT
 DR6290_PROJECTION: RECESSED 8 CENTIMETERS
 DR6290_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DR6290_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DR6290_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DR6290+SATELLITE: SATELLITE OBSERVATIONS - July 17, 2024
 DR6290_ROD/PIPE-DEPTH: 9.8 meters
 DR6290
 DR6290  HISTORY     - Date     Condition        Report By
 DR6290  HISTORY     - 20190925 MONUMENTED       MNDT
 DR6290  HISTORY     - 20240717 GOOD             MNDT
 DR6290
 DR6290                          STATION DESCRIPTION
 DR6290
 DR6290'DESCRIBED BY MN DEPT OF TRANSP 2019
 DR6290'THE MARK IS LOCATED ABOUT 4.0 MI (6.4 KM) EAST OF LE ROY.
 DR6290'
 DR6290'TO REACH THE MARK GO 3.7 MI (6.0 KM) EAST ALONG TRUNK HIGHWAY 56 FROM
 DR6290'THE JUNCTION OF TRUNK HIGHWAY 56 AND COUNTY ROAD 12 IN LE ROY, AT
 DR6290'TRUNK HIGHWAY 56 MILE POINT 2.80, 0.25 MI (0.40 KM) EAST OF 111TH
 DR6290'AVENUE.
 DR6290'
 DR6290'THE MARK IS 102.3 FT (31.2 M) EAST-SOUTHEAST OF A POWER POLE, 44.1 FT
 DR6290'(13.4 M) NORTH OF TRUNK HIGHWAY 56, 1.5 FT (0.5 M) SOUTH OF A WITNESS
 DR6290'POST.
 DR6290'
 DR6290'NOTE-THE STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM ROD
 DR6290'DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION REMOVABLE DISK
 DR6290'SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH PVC
 DR6290'PIPE BACK FILLED WITH WASHED SAND.
 DR6290
 DR6290                          STATION RECOVERY (2024)
 DR6290
 DR6290'RECOVERY NOTE BY MN DEPT OF TRANSP 2024 (RMJ)
 DR6290'4.0 MI (6.4 KM) EAST OF LE ROY, 3.7 MI (6.0 KM) EAST ALONG TRUNK
 DR6290'HIGHWAY 56 FROM THE JUNCTION OF TRUNK HIGHWAY 56 AND COUNTY ROAD 12 IN
 DR6290'LE ROY, AT TRUNK HIGHWAY 56 MILE POINT 2.80, 0.25 MI (0.40 KM) EAST OF
 DR6290'111TH AVENUE, 102.3 FT (31.2 M) EAST-SOUTHEAST OF A POWER POLE, 44.1
 DR6290'FT (13.4 M) NORTH OF TRUNK HIGHWAY 56, 1.5 FT (0.5 M) SOUTH OF A
 DR6290'WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 AE8038 ***********************************************************************
 AE8038  DESIGNATION -  2313 AB
 AE8038  PID         -  AE8038
 AE8038  STATE/COUNTY-  MN/FILLMORE
 AE8038  COUNTRY     -  US
 AE8038  USGS QUAD   -  SPRING VALLEY (2019)
 AE8038
 AE8038                         *CURRENT SURVEY CONTROL
 AE8038  ______________________________________________________________________
 AE8038* NAD 83(1986) POSITION- 43 40 27.64   (N) 092 23 24.72   (W)   HD_HELD1
 AE8038* NAVD 88 ORTHO HEIGHT -   405.746 (meters)     1331.19  (feet) ADJUSTED
 AE8038  ______________________________________________________________________
 AE8038  GEOID HEIGHT    -        -30.056 (meters)                     GEOID18
 AE8038  DYNAMIC HEIGHT  -        405.651 (meters)     1330.87  (feet) COMP
 AE8038  MODELED GRAVITY -    980,375.2   (mgal)                       NAVD 88
 AE8038
 AE8038  VERT ORDER      -  SECOND    CLASS I
 AE8038
 AE8038.The horizontal coordinates were determined by differentially corrected
 AE8038.hand held GPS observations or other comparable positioning techniques
 AE8038.and have an estimated accuracy of +/- 3 meters.
 AE8038
 AE8038.The orthometric height was determined by differential leveling and
 AE8038.adjusted by the NATIONAL GEODETIC SURVEY
 AE8038.in November 1998.
 AE8038
 AE8038.Significant digits in the geoid height do not necessarily reflect accuracy.
 AE8038.GEOID18 height accuracy estimate available here.
 AE8038
 AE8038.Click photographs - Photos may exist for this station.
 AE8038
 AE8038.The dynamic height is computed by dividing the NAVD 88
 AE8038.geopotential number by the normal gravity value computed on the
 AE8038.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE8038.degrees latitude (g = 980.6199 gals.).
 AE8038
 AE8038.The modeled gravity was interpolated from observed gravity values.
 AE8038
 AE8038;                    North         East    Units  Estimated Accuracy
 AE8038;SPC MN S     -   176,207.4     929,815.0     MT  (+/- 3 meters HH1 GPS) 
 AE8038
 AE8038_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWJ4915635884(NAD 83)
 AE8038
 AE8038                          SUPERSEDED SURVEY CONTROL
 AE8038
 AE8038.No superseded survey control is available for this station.
 AE8038
 AE8038_MARKER: DV = VERTICAL CONTROL DISK
 AE8038_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 AE8038_STAMPING: 2313 AB 1991
 AE8038_MARK LOGO: MNDT
 AE8038_PROJECTION: FLUSH
 AE8038_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AE8038_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AE8038_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE8038+SATELLITE: SATELLITE OBSERVATIONS - July 24, 2024
 AE8038_ROD/PIPE-DEPTH: 6.1 meters
 AE8038
 AE8038  HISTORY     - Date     Condition        Report By
 AE8038  HISTORY     - 19910930 MONUMENTED       MNDT
 AE8038  HISTORY     - 20130410 GOOD             MNDT
 AE8038  HISTORY     - 20240724 GOOD             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.
 AE8038
 AE8038                          STATION RECOVERY (2013)
 AE8038
 AE8038'RECOVERY NOTE BY MN DEPT OF TRANSP 2013 (KMS)
 AE8038'THE STATION IS LOCATED ABOUT 6.5 MI (10.5 KM) WEST-SOUTHWEST OF
 AE8038'WYKOFF, 4.6 MI (7.4 KM) NORTH-NORTHEAST OF OSTRANDER AND 0.9 MI (1.4
 AE8038'KM) SOUTH OF SPRING VALLEY.
 AE8038'
 AE8038'1.1 MILES SOUTH OF SPRING VALLEY, 1.1 MI (1.8 KM) SOUTH ALONG TRUNK
 AE8038'HIGHWAY 63 FROM THE JUNCTION OF TRUNK HIGHWAY 63 AND TRUNK HIGHWAY 16,
 AE8038'AT TRUNK HIGHWAY 63 MILE POINT 12.4.
 AE8038'
 AE8038'IT IS 295.0 FT (89.9 M) WEST OF TRUNK HIGHWAY 63, 37.0 FT (11.3 M)
 AE8038'NORTH OF COUNTY ROAD 12, 6.3 FT (1.9 M) NORTH OF A WITNESS POST.
 AE8038
 AE8038                          STATION RECOVERY (2024)
 AE8038
 AE8038'RECOVERY NOTE BY MN DEPT OF TRANSP 2024 (RMJ)
 AE8038'1.1 MI (1.8 KM) SOUTH OF SPRING VALLEY, 1.1 MI (1.8 KM) SOUTH ALONG
 AE8038'TRUNK HIGHWAY 63 FROM THE JUNCTION OF TRUNK HIGHWAY 63 AND TRUNK
 AE8038'HIGHWAY 16, AT TRUNK HIGHWAY 63 MILE POINT 12.4, 295.0 FT (89.9 M)
 AE8038'WEST OF TRUNK HIGHWAY 63, 37.0 FT (11.3 M) NORTH OF COUNTY ROAD 12,
 AE8038'6.3 FT (1.9 M) NORTH OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DP6772 ***********************************************************************
 DP6772  DESIGNATION -  2313 AC
 DP6772  PID         -  DP6772
 DP6772  STATE/COUNTY-  MN/FILLMORE
 DP6772  COUNTRY     -  US
 DP6772  USGS QUAD   -  SPRING VALLEY (2019)
 DP6772
 DP6772                         *CURRENT SURVEY CONTROL
 DP6772  ______________________________________________________________________
 DP6772* NAD 83(1986) POSITION- 43 39 35.69   (N) 092 23 23.26   (W)   HD_HELD1
 DP6772* NAVD 88 ORTHO HEIGHT -   412.057 (meters)     1351.89  (feet) ADJUSTED
 DP6772  ______________________________________________________________________
 DP6772  GEOID HEIGHT    -        -30.075 (meters)                     GEOID18
 DP6772  DYNAMIC HEIGHT  -        411.960 (meters)     1351.57  (feet) COMP
 DP6772  MODELED GRAVITY -    980,370.9   (mgal)                       NAVD 88
 DP6772
 DP6772  VERT ORDER      -  SECOND    CLASS I
 DP6772
 DP6772.The horizontal coordinates were determined by differentially corrected
 DP6772.hand held GPS observations or other comparable positioning techniques
 DP6772.and have an estimated accuracy of +/- 3 meters.
 DP6772
 DP6772.The orthometric height was determined by differential leveling and
 DP6772.adjusted by the NATIONAL GEODETIC SURVEY
 DP6772.in June 2015.
 DP6772
 DP6772.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP6772.GEOID18 height accuracy estimate available here.
 DP6772
 DP6772.Click photographs - Photos may exist for this station.
 DP6772
 DP6772.The dynamic height is computed by dividing the NAVD 88
 DP6772.geopotential number by the normal gravity value computed on the
 DP6772.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP6772.degrees latitude (g = 980.6199 gals.).
 DP6772
 DP6772.The modeled gravity was interpolated from observed gravity values.
 DP6772
 DP6772;                    North         East    Units  Estimated Accuracy
 DP6772;SPC MN S     -   174,605.0     929,879.2     MT  (+/- 3 meters HH1 GPS) 
 DP6772
 DP6772_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWJ4920134282(NAD 83)
 DP6772
 DP6772                          SUPERSEDED SURVEY CONTROL
 DP6772
 DP6772.No superseded survey control is available for this station.
 DP6772
 DP6772_MARKER: I = METAL ROD
 DP6772_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DP6772_STAMPING: 2313 AC 2013
 DP6772_MARK LOGO: MNDT
 DP6772_PROJECTION: RECESSED 5 CENTIMETERS
 DP6772_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DP6772_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DP6772_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP6772+SATELLITE: SATELLITE OBSERVATIONS - July 23, 2024
 DP6772_ROD/PIPE-DEPTH: 6.1 meters
 DP6772
 DP6772  HISTORY     - Date     Condition        Report By
 DP6772  HISTORY     - 20130522 MONUMENTED       MNDT
 DP6772  HISTORY     - 20240723 GOOD             MNDT
 DP6772
 DP6772                          STATION DESCRIPTION
 DP6772
 DP6772'DESCRIBED BY MN DEPT OF TRANSP 2013
 DP6772'THE STATION IS LOCATED ABOUT 6.9 MI (11.1 KM) WEST-SOUTHWEST OF
 DP6772'WYKOFF, 3.7 MI (6.0 KM) NORTH-NORTHEAST OF OSTRANDER AND 1.9 MI (3.1
 DP6772'KM) SOUTH OF SPRING VALLEY.
 DP6772'
 DP6772'2.0 MILES SOUTH OF SPRING VALLEY, 2.15 MI (3.5 KM) SOUTH ALONG TRUNK
 DP6772'HIGHWAY 63 FROM THE JUNCTION OF TRUNK HIGHWAY 63 AND TRUNK HIGHWAY 16
 DP6772'INCH (41 CM) SPRING VALLEY, AT TRUNK HIGHWAY 63 MILE POINT 11.50.
 DP6772'
 DP6772'IT IS 69.7 FT (21.2 M) WEST OF TRUNK HIGHWAY 63, 60.9 FT (18.6 M)
 DP6772'SOUTH OF 210TH STREET, 1.5 FT (0.5 M) EAST OF A WITNESS POST.
 DP6772'
 DP6772'THE STATION STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM
 DP6772'ROD DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION REMOVABLE
 DP6772'DISK SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH
 DP6772'PVC PIPE BACK FILLED WITH WASHED SAND.
 DP6772
 DP6772                          STATION RECOVERY (2024)
 DP6772
 DP6772'RECOVERY NOTE BY MN DEPT OF TRANSP 2024 (RMJ)
 DP6772'2.0 MI (3.2 KM) SOUTH OF SPRING VALLEY, 2.15 MI (3.46 KM) SOUTH ALONG
 DP6772'TRUNK HIGHWAY 63 FROM THE JUNCTION OF TRUNK HIGHWAY 63 AND TRUNK
 DP6772'HIGHWAY 16 IN SPRING VALLEY, AT TRUNK HIGHWAY 63 MILE POINT 11.50,
 DP6772'69.7 FT (21.2 M) WEST OF TRUNK HIGHWAY 63, 60.9 FT (18.6 M) SOUTH OF
 DP6772'210TH STREET, 1.5 FT (0.5 M) EAST OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DP6769 ***********************************************************************
 DP6769  DESIGNATION -  2313 AD
 DP6769  PID         -  DP6769
 DP6769  STATE/COUNTY-  MN/FILLMORE
 DP6769  COUNTRY     -  US
 DP6769  USGS QUAD   -  SPRING VALLEY (2019)
 DP6769
 DP6769                         *CURRENT SURVEY CONTROL
 DP6769  ______________________________________________________________________
 DP6769* NAD 83(1986) POSITION- 43 41 25.06   (N) 092 23 19.67   (W)   HD_HELD1
 DP6769* NAVD 88 ORTHO HEIGHT -   391.055 (meters)     1282.99  (feet) ADJUSTED
 DP6769  ______________________________________________________________________
 DP6769  GEOID HEIGHT    -        -30.035 (meters)                     GEOID18
 DP6769  DYNAMIC HEIGHT  -        390.966 (meters)     1282.69  (feet) COMP
 DP6769  MODELED GRAVITY -    980,379.9   (mgal)                       NAVD 88
 DP6769
 DP6769  VERT ORDER      -  SECOND    CLASS I
 DP6769
 DP6769.The horizontal coordinates were determined by differentially corrected
 DP6769.hand held GPS observations or other comparable positioning techniques
 DP6769.and have an estimated accuracy of +/- 3 meters.
 DP6769
 DP6769.The orthometric height was determined by differential leveling and
 DP6769.adjusted by the NATIONAL GEODETIC SURVEY
 DP6769.in June 2015.
 DP6769
 DP6769.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP6769.GEOID18 height accuracy estimate available here.
 DP6769
 DP6769.Click photographs - Photos may exist for this station.
 DP6769
 DP6769.The dynamic height is computed by dividing the NAVD 88
 DP6769.geopotential number by the normal gravity value computed on the
 DP6769.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP6769.degrees latitude (g = 980.6199 gals.).
 DP6769
 DP6769.The modeled gravity was interpolated from observed gravity values.
 DP6769
 DP6769;                    North         East    Units  Estimated Accuracy
 DP6769;SPC MN S     -   177,981.5     929,893.1     MT  (+/- 3 meters HH1 GPS) 
 DP6769
 DP6769_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWJ4925637656(NAD 83)
 DP6769
 DP6769                          SUPERSEDED SURVEY CONTROL
 DP6769
 DP6769.No superseded survey control is available for this station.
 DP6769
 DP6769_MARKER: I = METAL ROD
 DP6769_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DP6769_STAMPING: 2313 AD 2013
 DP6769_MARK LOGO: MNDT
 DP6769_PROJECTION: RECESSED 3 CENTIMETERS
 DP6769_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DP6769_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DP6769_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP6769+SATELLITE: SATELLITE OBSERVATIONS - August 22, 2024
 DP6769_ROD/PIPE-DEPTH: 3.95 meters
 DP6769
 DP6769  HISTORY     - Date     Condition        Report By
 DP6769  HISTORY     - 20130507 MONUMENTED       MNDT
 DP6769  HISTORY     - 20201208 GOOD             MNDT
 DP6769  HISTORY     - 20240822 GOOD             MNDT
 DP6769
 DP6769                          STATION DESCRIPTION
 DP6769
 DP6769'DESCRIBED BY MN DEPT OF TRANSP 2013
 DP6769'THE STATION IS LOCATED ABOUT 6.2 MI (10.0 KM) WEST OF WYKOFF, 5.6 MI
 DP6769'(9.0 KM) NORTH-NORTHEAST OF OSTRANDER AND IN THE TOWN OF SPRING
 DP6769'VALLEY, MN.
 DP6769'
 DP6769'IN SPRING VALLEY, AT TRUNK HIGHWAY 63 AND TRUNK HIGHWAY 16 INCH (41
 DP6769'CM) SPRING VALLEY, AT TRUNK HIGHWAY 63 MILE POINT 13.55.
 DP6769'
 DP6769'IT IS 69.6 FT (21.2 M) EAST OF TRUNK HIGHWAY 63, 35.5 FT (10.8 M)
 DP6769'SOUTHWEST OF TRUNK HIGHWAY 16, 1.5 FT (0.5 M) NORTHEAST OF A WITNESS
 DP6769'POST.
 DP6769'
 DP6769'THE STATION STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM
 DP6769'ROD DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION REMOVABLE
 DP6769'DISK SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH
 DP6769'PVC PIPE BACK FILLED WITH WASHED SAND.
 DP6769
 DP6769                          STATION RECOVERY (2020)
 DP6769
 DP6769'RECOVERY NOTE BY MN DEPT OF TRANSP 2020 (KMS)
 DP6769'RECOVERED IN GOOD CONDITION.
 DP6769
 DP6769                          STATION RECOVERY (2024)
 DP6769
 DP6769'RECOVERY NOTE BY MN DEPT OF TRANSP 2024 (RMJ)
 DP6769'IN SPRING VALLEY, AT TRUNK HIGHWAY 63 AND TRUNK HIGHWAY 16 IN SPRING
 DP6769'VALLEY, AT TRUNK HIGHWAY 63 MILE POINT 13.55, 69.6 FT (21.2 M) EAST OF
 DP6769'TRUNK HIGHWAY 63, 35.5 FT (10.8 M) SOUTHWEST OF TRUNK HIGHWAY 16, 1.5
 DP6769'FT (0.5 M) NORTHEAST OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DP6788 ***********************************************************************
 DP6788  DESIGNATION -  2313 C
 DP6788  PID         -  DP6788
 DP6788  STATE/COUNTY-  MN/FILLMORE
 DP6788  COUNTRY     -  US
 DP6788  USGS QUAD   -  CHERRY GROVE (2019)
 DP6788
 DP6788                         *CURRENT SURVEY CONTROL
 DP6788  ______________________________________________________________________
 DP6788* NAD 83(1986) POSITION- 43 31 19.60   (N) 092 22 08.88   (W)   HD_HELD1
 DP6788* NAVD 88 ORTHO HEIGHT -   396.380 (meters)     1300.46  (feet) ADJUSTED
 DP6788  ______________________________________________________________________
 DP6788  GEOID HEIGHT    -        -30.236 (meters)                     GEOID18
 DP6788  DYNAMIC HEIGHT  -        396.279 (meters)     1300.13  (feet) COMP
 DP6788  MODELED GRAVITY -    980,354.5   (mgal)                       NAVD 88
 DP6788
 DP6788  VERT ORDER      -  SECOND    CLASS I
 DP6788
 DP6788.The horizontal coordinates were determined by differentially corrected
 DP6788.hand held GPS observations or other comparable positioning techniques
 DP6788.and have an estimated accuracy of +/- 3 meters.
 DP6788
 DP6788.The orthometric height was determined by differential leveling and
 DP6788.adjusted by the NATIONAL GEODETIC SURVEY
 DP6788.in June 2015.
 DP6788
 DP6788.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP6788.GEOID18 height accuracy estimate available here.
 DP6788
 DP6788.Click photographs - Photos may exist for this station.
 DP6788
 DP6788.The dynamic height is computed by dividing the NAVD 88
 DP6788.geopotential number by the normal gravity value computed on the
 DP6788.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP6788.degrees latitude (g = 980.6199 gals.).
 DP6788
 DP6788.The modeled gravity was interpolated from observed gravity values.
 DP6788
 DP6788;                    North         East    Units  Estimated Accuracy
 DP6788;SPC MN S     -   159,329.9     931,851.0     MT  (+/- 3 meters HH1 GPS) 
 DP6788
 DP6788_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWJ5098318990(NAD 83)
 DP6788
 DP6788                          SUPERSEDED SURVEY CONTROL
 DP6788
 DP6788.No superseded survey control is available for this station.
 DP6788
 DP6788_MARKER: I = METAL ROD
 DP6788_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DP6788_STAMPING: 2313 C 2013
 DP6788_MARK LOGO: MNDT
 DP6788_PROJECTION: RECESSED 5 CENTIMETERS
 DP6788_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DP6788_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DP6788_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP6788+SATELLITE: SATELLITE OBSERVATIONS - July 22, 2024
 DP6788_ROD/PIPE-DEPTH: 7.9 meters
 DP6788
 DP6788  HISTORY     - Date     Condition        Report By
 DP6788  HISTORY     - 20130515 MONUMENTED       MNDT
 DP6788  HISTORY     - 20240722 GOOD             MNDT
 DP6788
 DP6788                          STATION DESCRIPTION
 DP6788
 DP6788'DESCRIBED BY MN DEPT OF TRANSP 2013
 DP6788'THE STATION IS LOCATED ABOUT 7.0 MI (11.3 KM) SOUTH-SOUTHEAST OF
 DP6788'OSTRANDER, 6.8 MI (10.9 KM) EAST OF LE ROY AND 6.1 MI (9.8 KM)
 DP6788'SOUTHWEST OF CHERRY GROVE.
 DP6788'
 DP6788'12.1 MILES SOUTH ALONG TRUNK HIGHWAY 63 FROM THE JUNCTION OF TRUNK
 DP6788'HIGHWAY 63 AND TRUNK HIGHWAY 16 INCH (41 CM) SPRING VALLEY, AT TRUNK
 DP6788'HIGHWAY 63 MILE POINT 1.5.
 DP6788'
 DP6788'IT IS 66.2 FT (20.2 M) EAST OF TRUNK HIGHWAY 63, 222.8 FT (67.9 M)
 DP6788'SOUTH OF DRIVEWAY NUMBER 11532, 25.8 FT (7.9 M) SOUTH OF A FIELD
 DP6788'ENTRANCE, 1.0 MI (1.6 KM) NORTH OF TRUNK HIGHWAY 56, 0.5 MI (0.8 KM)
 DP6788'SOUTH OF 120TH STREET, 1.5 FT (0.5 M) WEST OF A WITNESS POST.
 DP6788'
 DP6788'THE STATION STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM
 DP6788'ROD DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION REMOVABLE
 DP6788'DISK SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH
 DP6788'PVC PIPE BACK FILLED WITH WASHED SAND.
 DP6788
 DP6788                          STATION RECOVERY (2024)
 DP6788
 DP6788'RECOVERY NOTE BY MN DEPT OF TRANSP 2024 (RMJ)
 DP6788'12.0 MI (19.3 KM) SOUTH OF SPRING VALLEY, 12.1 MI (19.5 KM) SOUTH
 DP6788'ALONG TRUNK HIGHWAY 63 FROM THE JUNCTION OF TRUNK HIGHWAY 63 AND TRUNK
 DP6788'HIGHWAY 16 IN SPRING VALLEY, AT TRUNK HIGHWAY 63 MILE POINT 1.5, 66.2
 DP6788'FT (20.2 M) EAST OF TRUNK HIGHWAY 63, 222.8 FT (67.9 M) SOUTH OF
 DP6788'DRIVEWAY NUMBER 11532, 25.8 FT (7.9 M) SOUTH OF A FIELD ENTRANCE, 1.0
 DP6788'MI (1.6 KM) NORTH OF TRUNK HIGHWAY 56, 0.5 MI (0.8 KM) SOUTH OF 120TH
 DP6788'STREET, 1.5 FT (0.5 M) WEST OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DP6787 ***********************************************************************
 DP6787  DESIGNATION -  2313 D
 DP6787  PID         -  DP6787
 DP6787  STATE/COUNTY-  MN/FILLMORE
 DP6787  COUNTRY     -  US
 DP6787  USGS QUAD   -  CHERRY GROVE (2019)
 DP6787
 DP6787                         *CURRENT SURVEY CONTROL
 DP6787  ______________________________________________________________________
 DP6787* NAD 83(1986) POSITION- 43 32 10.98   (N) 092 22 08.62   (W)   HD_HELD1
 DP6787* NAVD 88 ORTHO HEIGHT -   397.968 (meters)     1305.67  (feet) ADJUSTED
 DP6787  ______________________________________________________________________
 DP6787  GEOID HEIGHT    -        -30.226 (meters)                     GEOID18
 DP6787  DYNAMIC HEIGHT  -        397.866 (meters)     1305.33  (feet) COMP
 DP6787  MODELED GRAVITY -    980,352.9   (mgal)                       NAVD 88
 DP6787
 DP6787  VERT ORDER      -  SECOND    CLASS I
 DP6787
 DP6787.The horizontal coordinates were determined by differentially corrected
 DP6787.hand held GPS observations or other comparable positioning techniques
 DP6787.and have an estimated accuracy of +/- 3 meters.
 DP6787
 DP6787.The orthometric height was determined by differential leveling and
 DP6787.adjusted by the NATIONAL GEODETIC SURVEY
 DP6787.in June 2015.
 DP6787
 DP6787.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP6787.GEOID18 height accuracy estimate available here.
 DP6787
 DP6787.Click photographs - Photos may exist for this station.
 DP6787
 DP6787.The dynamic height is computed by dividing the NAVD 88
 DP6787.geopotential number by the normal gravity value computed on the
 DP6787.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP6787.degrees latitude (g = 980.6199 gals.).
 DP6787
 DP6787.The modeled gravity was interpolated from observed gravity values.
 DP6787
 DP6787;                    North         East    Units  Estimated Accuracy
 DP6787;SPC MN S     -   160,915.5     931,825.2     MT  (+/- 3 meters HH1 GPS) 
 DP6787
 DP6787_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWJ5097720575(NAD 83)
 DP6787
 DP6787                          SUPERSEDED SURVEY CONTROL
 DP6787
 DP6787.No superseded survey control is available for this station.
 DP6787
 DP6787_MARKER: I = METAL ROD
 DP6787_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DP6787_STAMPING: 2313 D 2013
 DP6787_MARK LOGO: MNDT
 DP6787_PROJECTION: RECESSED 8 CENTIMETERS
 DP6787_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DP6787_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DP6787_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP6787+SATELLITE: SATELLITE OBSERVATIONS - July 22, 2024
 DP6787_ROD/PIPE-DEPTH: 6.1 meters
 DP6787
 DP6787  HISTORY     - Date     Condition        Report By
 DP6787  HISTORY     - 20130515 MONUMENTED       MNDT
 DP6787  HISTORY     - 20240722 GOOD             MNDT
 DP6787
 DP6787                          STATION DESCRIPTION
 DP6787
 DP6787'DESCRIBED BY MN DEPT OF TRANSP 2013
 DP6787'THE STATION IS LOCATED ABOUT 7.0 MI (11.3 KM) EAST-NORTHEAST OF LE
 DP6787'ROY, 6.1 MI (9.8 KM) SOUTH-SOUTHEAST OF OSTRANDER AND 5.4 MI (8.7 KM)
 DP6787'SOUTHWEST OF CHERRY GROVE.
 DP6787'
 DP6787'11.1 MILES SOUTH ALONG TRUNK HIGHWAY 63 FROM THE JUNCTION OF TRUNK
 DP6787'HIGHWAY 63 AND TRUNK HIGHWAY 16 INCH (41 CM) SPRING VALLEY, AT TRUNK
 DP6787'HIGHWAY 63 MILE POINT 2.5.
 DP6787'
 DP6787'IT IS 63.7 FT (19.4 M) EAST OF TRUNK HIGHWAY 63, 0.5 MI (0.8 KM) SOUTH
 DP6787'OF COUNTY ROAD 44 EAST, 20.5 FT (6.2 M) NORTH OF A FIELD ENTRANCE, 1.5
 DP6787'FT (0.5 M) WEST OF A WITNESS POST.
 DP6787'
 DP6787'THE STATION STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM
 DP6787'ROD DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION REMOVABLE
 DP6787'DISK SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH
 DP6787'PVC PIPE BACK FILLED WITH WASHED SAND.
 DP6787
 DP6787                          STATION RECOVERY (2024)
 DP6787
 DP6787'RECOVERY NOTE BY MN DEPT OF TRANSP 2024 (RMJ)
 DP6787'11.0 MI (17.7 KM) SOUTH OF SPRING VALLEY, 11.1 MI (17.9 KM) SOUTH
 DP6787'ALONG TRUNK HIGHWAY 63 FROM THE JUNCTION OF TRUNK HIGHWAY 63 AND TRUNK
 DP6787'HIGHWAY 16 IN SPRING VALLEY, AT TRUNK HIGHWAY 63 MILE POINT 2.5, 63.7
 DP6787'FT (19.4 M) EAST OF TRUNK HIGHWAY 63, 0.5 MI (0.8 KM) SOUTH OF COUNTY
 DP6787'ROAD 44 EAST, 20.5 FT (6.2 M) NORTH OF A FIELD ENTRANCE, 1.5 FT (0.5
 DP6787'M) WEST OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 AE8033 ***********************************************************************
 AE8033  DESIGNATION -  2313 J
 AE8033  PID         -  AE8033
 AE8033  STATE/COUNTY-  MN/FILLMORE
 AE8033  COUNTRY     -  US
 AE8033  USGS QUAD   -  SPRING VALLEY (2019)
 AE8033
 AE8033                         *CURRENT SURVEY CONTROL
 AE8033  ______________________________________________________________________
 AE8033* NAD 83(1986) POSITION- 43 41 12.37   (N) 092 23 24.14   (W)   HD_HELD1
 AE8033* NAVD 88 ORTHO HEIGHT -   388.017 (meters)     1273.02  (feet) ADJUSTED
 AE8033  ______________________________________________________________________
 AE8033  GEOID HEIGHT    -        -30.039 (meters)                     GEOID18
 AE8033  DYNAMIC HEIGHT  -        387.928 (meters)     1272.73  (feet) COMP
 AE8033  MODELED GRAVITY -    980,379.0   (mgal)                       NAVD 88
 AE8033
 AE8033  VERT ORDER      -  SECOND    CLASS I
 AE8033
 AE8033.The horizontal coordinates were determined by differentially corrected
 AE8033.hand held GPS observations or other comparable positioning techniques
 AE8033.and have an estimated accuracy of +/- 3 meters.
 AE8033
 AE8033.The orthometric height was determined by differential leveling and
 AE8033.adjusted by the NATIONAL GEODETIC SURVEY
 AE8033.in November 1998.
 AE8033
 AE8033.Significant digits in the geoid height do not necessarily reflect accuracy.
 AE8033.GEOID18 height accuracy estimate available here.
 AE8033
 AE8033.Click photographs - Photos may exist for this station.
 AE8033
 AE8033.The dynamic height is computed by dividing the NAVD 88
 AE8033.geopotential number by the normal gravity value computed on the
 AE8033.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE8033.degrees latitude (g = 980.6199 gals.).
 AE8033
 AE8033.The modeled gravity was interpolated from observed gravity values.
 AE8033
 AE8033;                    North         East    Units  Estimated Accuracy
 AE8033;SPC MN S     -   177,587.9     929,800.8     MT  (+/- 3 meters HH1 GPS) 
 AE8033
 AE8033_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWJ4915937264(NAD 83)
 AE8033
 AE8033                          SUPERSEDED SURVEY CONTROL
 AE8033
 AE8033.No superseded survey control is available for this station.
 AE8033
 AE8033_MARKER: DB = BENCH MARK DISK
 AE8033_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 AE8033_SP_SET: BRIDGE ABUTMENT
 AE8033_STAMPING: 2313 J 1981
 AE8033_MARK LOGO: MNHD
 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 - April 10, 2013
 AE8033
 AE8033  HISTORY     - Date     Condition        Report By
 AE8033  HISTORY     - 19810401 MONUMENTED       MNHD
 AE8033  HISTORY     - 19910923 GOOD             MNDT
 AE8033  HISTORY     - 20130410 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.
 AE8033
 AE8033                          STATION RECOVERY (2013)
 AE8033
 AE8033'RECOVERY NOTE BY MN DEPT OF TRANSP 2013 (KMS)
 AE8033'THE STATION IS LOCATED ABOUT 6.3 MI (10.1 KM) WEST-SOUTHWEST OF
 AE8033'WYKOFF, 5.4 MI (8.7 KM) NORTH-NORTHEAST OF OSTRANDER AND IN THE TOWN
 AE8033'OF SPRING VALLEY, MN.
 AE8033'
 AE8033'IN SPRING VALLEY, 0.05 MI (0.1 KM) WEST ALONG MAIN STREET FROM THE
 AE8033'JUNCTION OF MAIN STREET AND TRUNK HIGHWAY 63 INCH (160 CM) SPRING
 AE8033'VALLEY, IN SOUTHEAST ABUTMENT FOR EAST MAIN STREET BRIDGE NUMBER 23502
 AE8033'OVER MIDDLE BRANCH OF ROOT RIVER.
 AE8033'
 AE8033'IT IS 240.0 FT (73.2 M) WEST OF TRUNK HIGHWAY 63, 240.0 FT (73.2 M)
 AE8033'EAST OF BROADWAY AVENUE, 43.0 FT (13.1 M) SOUTH OF EAST MAIN STREET,
 AE8033'1.3 FT (0.4 M) SOUTH OF BRIDGE RAILING, 1.3 FT (0.4 M) SOUTH OF THE
 AE8033'SOUTHEAST CORNER OF BRIDGE.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 AE8035 ***********************************************************************
 AE8035  DESIGNATION -  2313 J 1
 AE8035  PID         -  AE8035
 AE8035  STATE/COUNTY-  MN/FILLMORE
 AE8035  COUNTRY     -  US
 AE8035  USGS QUAD   -  SPRING VALLEY (2019)
 AE8035
 AE8035                         *CURRENT SURVEY CONTROL
 AE8035  ______________________________________________________________________
 AE8035* NAD 83(1986) POSITION- 43 41 09.94   (N) 092 23 27.02   (W)   HD_HELD1
 AE8035* NAVD 88 ORTHO HEIGHT -   388.450 (meters)     1274.44  (feet) ADJUSTED
 AE8035  ______________________________________________________________________
 AE8035  GEOID HEIGHT    -        -30.039 (meters)                     GEOID18
 AE8035  DYNAMIC HEIGHT  -        388.361 (meters)     1274.15  (feet) COMP
 AE8035  MODELED GRAVITY -    980,378.7   (mgal)                       NAVD 88
 AE8035
 AE8035  VERT ORDER      -  SECOND    CLASS I
 AE8035
 AE8035.The horizontal coordinates were determined by differentially corrected
 AE8035.hand held GPS observations or other comparable positioning techniques
 AE8035.and have an estimated accuracy of +/- 3 meters.
 AE8035
 AE8035.The orthometric height was determined by differential leveling and
 AE8035.adjusted by the NATIONAL GEODETIC SURVEY
 AE8035.in June 2015.
 AE8035
 AE8035.Significant digits in the geoid height do not necessarily reflect accuracy.
 AE8035.GEOID18 height accuracy estimate available here.
 AE8035
 AE8035.Click photographs - Photos may exist for this station.
 AE8035
 AE8035.The dynamic height is computed by dividing the NAVD 88
 AE8035.geopotential number by the normal gravity value computed on the
 AE8035.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE8035.degrees latitude (g = 980.6199 gals.).
 AE8035
 AE8035.The modeled gravity was interpolated from observed gravity values.
 AE8035
 AE8035;                    North         East    Units  Estimated Accuracy
 AE8035;SPC MN S     -   177,511.7     929,737.7     MT  (+/- 3 meters HH1 GPS) 
 AE8035
 AE8035_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWJ4909537189(NAD 83)
 AE8035
 AE8035                          SUPERSEDED SURVEY CONTROL
 AE8035
 AE8035  NAVD 88 (11/18/98)  388.447  (m)         1274.43   (f) SUPERSEDED  2 1
 AE8035
 AE8035.Superseded values are not recommended for survey control.
 AE8035
 AE8035.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE8035.See file dsdata.pdf to determine how the superseded data were derived.
 AE8035
 AE8035_MARKER: DV = VERTICAL CONTROL DISK
 AE8035_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AE8035_SP_SET: BOX CULVERT HEADWALL
 AE8035_STAMPING: 2313 J 1 1981
 AE8035_MARK LOGO: MNDT
 AE8035_MAGNETIC: N = NO MAGNETIC MATERIAL
 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 - April 10, 2013
 AE8035
 AE8035  HISTORY     - Date     Condition        Report By
 AE8035  HISTORY     - 19810401 MONUMENTED       MNDT
 AE8035  HISTORY     - 19910923 GOOD             MNDT
 AE8035  HISTORY     - 20130410 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.
 AE8035
 AE8035                          STATION RECOVERY (2013)
 AE8035
 AE8035'RECOVERY NOTE BY MN DEPT OF TRANSP 2013 (KMS)
 AE8035'THE STATION IS LOCATED ABOUT 6.3 MI (10.1 KM) WEST-SOUTHWEST OF
 AE8035'WYKOFF, 5.3 MI (8.5 KM) NORTH-NORTHEAST OF OSTRANDER AND IN THE TOWN
 AE8035'OF SPRING VALLEY, MN.
 AE8035'
 AE8035'IN SPRING VALLEY, 0.1 MI (0.2 KM) WEST ALONG MAIN STREET FROM THE
 AE8035'JUNCTION OF MAIN STREET AND TRUNK HIGHWAY 63 INCH (160 CM) SPRING
 AE8035'VALLEY, THEN 0.1 MI (0.2 KM) SOUTH ON BROADWAY AVENUE, IN SOUTHEAST
 AE8035'CORNER HEADWALL OF BROADWAY AVENUE BOX CULVERT AT MIDDLE BRANCH OF
 AE8035'ROOT RIVER.
 AE8035'
 AE8035'IT IS 52.0 FT (15.8 M) NORTH OF EAST PARK STREET, 33.0 FT (10.1 M)
 AE8035'EAST OF BROADWAY AVENUE, 1.2 FT (0.4 M) NORTH OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DP6783 ***********************************************************************
 DP6783  DESIGNATION -  2313 L
 DP6783  PID         -  DP6783
 DP6783  STATE/COUNTY-  MN/FILLMORE
 DP6783  COUNTRY     -  US
 DP6783  USGS QUAD   -  OSTRANDER (2019)
 DP6783
 DP6783                         *CURRENT SURVEY CONTROL
 DP6783  ______________________________________________________________________
 DP6783* NAD 83(1986) POSITION- 43 34 22.99   (N) 092 23 22.22   (W)   HD_HELD1
 DP6783* NAVD 88 ORTHO HEIGHT -   411.564 (meters)     1350.27  (feet) ADJUSTED
 DP6783  ______________________________________________________________________
 DP6783  GEOID HEIGHT    -        -30.167 (meters)                     GEOID18
 DP6783  DYNAMIC HEIGHT  -        411.460 (meters)     1349.93  (feet) COMP
 DP6783  MODELED GRAVITY -    980,354.3   (mgal)                       NAVD 88
 DP6783
 DP6783  VERT ORDER      -  SECOND    CLASS I
 DP6783
 DP6783.The horizontal coordinates were determined by differentially corrected
 DP6783.hand held GPS observations or other comparable positioning techniques
 DP6783.and have an estimated accuracy of +/- 3 meters.
 DP6783
 DP6783.The orthometric height was determined by differential leveling and
 DP6783.adjusted by the NATIONAL GEODETIC SURVEY
 DP6783.in June 2015.
 DP6783
 DP6783.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP6783.GEOID18 height accuracy estimate available here.
 DP6783
 DP6783.Click photographs - Photos may exist for this station.
 DP6783
 DP6783.The dynamic height is computed by dividing the NAVD 88
 DP6783.geopotential number by the normal gravity value computed on the
 DP6783.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP6783.degrees latitude (g = 980.6199 gals.).
 DP6783
 DP6783.The modeled gravity was interpolated from observed gravity values.
 DP6783
 DP6783;                    North         East    Units  Estimated Accuracy
 DP6783;SPC MN S     -   164,956.2     930,092.7     MT  (+/- 3 meters HH1 GPS) 
 DP6783
 DP6783_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWJ4929524635(NAD 83)
 DP6783
 DP6783                          SUPERSEDED SURVEY CONTROL
 DP6783
 DP6783.No superseded survey control is available for this station.
 DP6783
 DP6783_MARKER: I = METAL ROD
 DP6783_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DP6783_STAMPING: 2313 L 2013
 DP6783_MARK LOGO: MNDT
 DP6783_PROJECTION: RECESSED 8 CENTIMETERS
 DP6783_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DP6783_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DP6783_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP6783+SATELLITE: SATELLITE OBSERVATIONS - July 23, 2024
 DP6783_ROD/PIPE-DEPTH: 8.2 meters
 DP6783
 DP6783  HISTORY     - Date     Condition        Report By
 DP6783  HISTORY     - 20130522 MONUMENTED       MNDT
 DP6783  HISTORY     - 20201208 GOOD             MNDT
 DP6783  HISTORY     - 20240723 GOOD             MNDT
 DP6783
 DP6783                          STATION DESCRIPTION
 DP6783
 DP6783'DESCRIBED BY MN DEPT OF TRANSP 2013
 DP6783'THE STATION IS LOCATED ABOUT 7.2 MI (11.6 KM) NORTHEAST OF LE ROY, 5.2
 DP6783'MI (8.4 KM) WEST OF CHERRY GROVE AND 3.4 MI (5.5 KM) SOUTHEAST OF
 DP6783'OSTRANDER.
 DP6783'
 DP6783'8.0 MILES SOUTH OF SPRING VALLEY, 8.2 MI (13.2 KM) SOUTH ALONG TRUNK
 DP6783'HIGHWAY 63 FROM THE JUNCTION OF TRUNK HIGHWAY 63 AND TRUNK HIGHWAY 16
 DP6783'INCH (41 CM) SPRING VALLEY, AT TRUNK HIGHWAY 63 MILE POINT 5.4.
 DP6783'
 DP6783'IT IS 89.8 FT (27.4 M) WEST OF TRUNK HIGHWAY 63, 59.7 FT (18.2 M)
 DP6783'SOUTH OF 150TH STREET, 1.5 FT (0.5 M) EAST OF A WITNESS POST.
 DP6783'
 DP6783'THE STATION STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM
 DP6783'ROD DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION REMOVABLE
 DP6783'DISK SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH
 DP6783'PVC PIPE BACK FILLED WITH WASHED SAND.
 DP6783
 DP6783                          STATION RECOVERY (2020)
 DP6783
 DP6783'RECOVERY NOTE BY MN DEPT OF TRANSP 2020 (KMS)
 DP6783'RECOVERED IN GOOD CONDITION.
 DP6783
 DP6783                          STATION RECOVERY (2024)
 DP6783
 DP6783'RECOVERY NOTE BY MN DEPT OF TRANSP 2024 (RMJ)
 DP6783'8.0 MI (12.9 KM) SOUTH OF SPRING VALLEY, 8.2 MI (13.2 KM) SOUTH ALONG
 DP6783'TRUNK HIGHWAY 63 FROM THE JUNCTION OF TRUNK HIGHWAY 63 AND TRUNK
 DP6783'HIGHWAY 16 IN SPRING VALLEY, AT TRUNK HIGHWAY 63 MILE POINT 5.4, 89.8
 DP6783'FT (27.4 M) WEST OF TRUNK HIGHWAY 63, 59.7 FT (18.2 M) SOUTH OF 150TH
 DP6783'STREET, 1.5 FT (0.5 M) EAST OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 AE8039 ***********************************************************************
 AE8039  DESIGNATION -  2313 LL
 AE8039  PID         -  AE8039
 AE8039  STATE/COUNTY-  MN/FILLMORE
 AE8039  COUNTRY     -  US
 AE8039  USGS QUAD   -  SPRING VALLEY (2019)
 AE8039
 AE8039                         *CURRENT SURVEY CONTROL
 AE8039  ______________________________________________________________________
 AE8039* NAD 83(1986) POSITION- 43 39 48.03   (N) 092 23 24.79   (W)   HD_HELD1
 AE8039* NAVD 88 ORTHO HEIGHT -   409.127 (meters)     1342.28  (feet) ADJUSTED
 AE8039  ______________________________________________________________________
 AE8039  GEOID HEIGHT    -        -30.070 (meters)                     GEOID18
 AE8039  DYNAMIC HEIGHT  -        409.030 (meters)     1341.96  (feet) COMP
 AE8039  MODELED GRAVITY -    980,372.0   (mgal)                       NAVD 88
 AE8039
 AE8039  VERT ORDER      -  SECOND    CLASS I
 AE8039
 AE8039.The horizontal coordinates were determined by differentially corrected
 AE8039.hand held GPS observations or other comparable positioning techniques
 AE8039.and have an estimated accuracy of +/- 3 meters.
 AE8039
 AE8039.The orthometric height was determined by differential leveling and
 AE8039.adjusted by the NATIONAL GEODETIC SURVEY
 AE8039.in November 1998.
 AE8039
 AE8039.Significant digits in the geoid height do not necessarily reflect accuracy.
 AE8039.GEOID18 height accuracy estimate available here.
 AE8039
 AE8039.Click photographs - Photos may exist for this station.
 AE8039
 AE8039.The dynamic height is computed by dividing the NAVD 88
 AE8039.geopotential number by the normal gravity value computed on the
 AE8039.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE8039.degrees latitude (g = 980.6199 gals.).
 AE8039
 AE8039.The modeled gravity was interpolated from observed gravity values.
 AE8039
 AE8039;                    North         East    Units  Estimated Accuracy
 AE8039;SPC MN S     -   174,985.1     929,837.5     MT  (+/- 3 meters HH1 GPS) 
 AE8039
 AE8039_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWJ4916434662(NAD 83)
 AE8039
 AE8039                          SUPERSEDED SURVEY CONTROL
 AE8039
 AE8039.No superseded survey control is available for this station.
 AE8039
 AE8039_MARKER: DV = VERTICAL CONTROL DISK
 AE8039_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 AE8039+WITH SETTING: INFORMATION.
 AE8039_STAMPING: 2313 LL 1991
 AE8039_MARK LOGO: MNDT
 AE8039_PROJECTION: RECESSED 10 CENTIMETERS
 AE8039_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AE8039_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AE8039_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AE8039+SATELLITE: SATELLITE OBSERVATIONS - April 16, 2013
 AE8039_ROD/PIPE-DEPTH: 2.74 meters
 AE8039
 AE8039  HISTORY     - Date     Condition        Report By
 AE8039  HISTORY     - 19910930 MONUMENTED       MNDT
 AE8039  HISTORY     - 20130416 GOOD             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.
 AE8039
 AE8039                          STATION RECOVERY (2013)
 AE8039
 AE8039'RECOVERY NOTE BY MN DEPT OF TRANSP 2013 (KMS)
 AE8039'THE STATION IS LOCATED ABOUT 6.8 MI (10.9 KM) WEST-SOUTHWEST OF
 AE8039'WYKOFF, 3.9 MI (6.3 KM) NORTH-NORTHEAST OF OSTRANDER AND 1.6 MI (2.6
 AE8039'KM) SOUTH OF SPRING VALLEY.
 AE8039'
 AE8039'1.8 MILES SOUTH OF SPRING VALLEY, 1.8 MI (2.9 KM) SOUTH ALONG TRUNK
 AE8039'HIGHWAY 63 FROM THE JUNCTION OF TRUNK HIGHWAY 63 AND TRUNK HIGHWAY 16
 AE8039'INCH (41 CM) SPRING VALLEY TO TRUNK HIGHWAY 63 MILE POINT 11.75, THEN
 AE8039'0.05 MI (0.1 KM) WEST ON DRIVEWAY NUMBER 21217.
 AE8039'
 AE8039'IT IS 192.5 FT (58.7 M) WEST OF TRUNK HIGHWAY 63, 88.5 FT (27.0 M)
 AE8039'NORTH OF THE NORTHEAST CORNER OF BARN, 2.0 FT (0.6 M) SOUTH OF POWER
 AE8039'POLE WITH YARD LIGHT AND GUYWIRE AND WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 AE8041 ***********************************************************************
 AE8041  DESIGNATION -  2313 N
 AE8041  PID         -  AE8041
 AE8041  STATE/COUNTY-  MN/FILLMORE
 AE8041  COUNTRY     -  US
 AE8041  USGS QUAD   -  SPRING VALLEY (2019)
 AE8041
 AE8041                         *CURRENT SURVEY CONTROL
 AE8041  ______________________________________________________________________
 AE8041* NAD 83(1986) POSITION- 43 37 34.3    (N) 092 23 21.7    (W)   HD_HELD2
 AE8041* NAVD 88 ORTHO HEIGHT -   396.000 (meters)     1299.21  (feet) ADJUSTED
 AE8041  ______________________________________________________________________
 AE8041  GEOID HEIGHT    -        -30.118 (meters)                     GEOID18
 AE8041  DYNAMIC HEIGHT  -        395.903 (meters)     1298.89  (feet) COMP
 AE8041  MODELED GRAVITY -    980,362.3   (mgal)                       NAVD 88
 AE8041
 AE8041  VERT ORDER      -  SECOND    CLASS I
 AE8041
 AE8041.The horizontal coordinates were established by autonomous hand held GPS
 AE8041.observations and have an estimated accuracy of +/- 10 meters.
 AE8041
 AE8041.The orthometric height was determined by differential leveling and
 AE8041.adjusted by the NATIONAL GEODETIC SURVEY
 AE8041.in November 1998.
 AE8041
 AE8041.Significant digits in the geoid height do not necessarily reflect accuracy.
 AE8041.GEOID18 height accuracy estimate available here.
 AE8041
 AE8041.Click photographs - Photos may exist for this station.
 AE8041
 AE8041.The dynamic height is computed by dividing the NAVD 88
 AE8041.geopotential number by the normal gravity value computed on the
 AE8041.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE8041.degrees latitude (g = 980.6199 gals.).
 AE8041
 AE8041.The modeled gravity was interpolated from observed gravity values.
 AE8041
 AE8041;                    North         East    Units  Estimated Accuracy
 AE8041;SPC MN S     -   170,860.      929,988.      MT  (+/- 10 meters HH2 GPS)
 AE8041
 AE8041_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWJ4926330537(NAD 83)
 AE8041
 AE8041                          SUPERSEDED SURVEY CONTROL
 AE8041
 AE8041.No superseded survey control is available for this station.
 AE8041
 AE8041_MARKER: DB = BENCH MARK DISK
 AE8041_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AE8041_SP_SET: BRIDGE
 AE8041_STAMPING: 2313 N 1981
 AE8041_MARK LOGO: MNHD
 AE8041_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AE8041_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AE8041_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AE8041+SATELLITE: SATELLITE OBSERVATIONS - August 07, 2007
 AE8041
 AE8041  HISTORY     - Date     Condition        Report By
 AE8041  HISTORY     - 1947     MONUMENTED       MNHD
 AE8041  HISTORY     - 19910730 GOOD             MNDT
 AE8041  HISTORY     - 20070807 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 NORTHWEST 1/4 OF SECTION 22, T102N,
 AE8041'R13W, ON TH 63 RIGHT OF WAY, AT MILEPOINT 9.1, 4.4 MILES (7.1 KM)
 AE8041'SOUTH ALONG TH 63 FROM ITS JCT WITH TH 16 IN SPRING VALLEY, IN THE
 AE8041'SOUTHEAST CORNER OF THE ABUTMENT OF BRIDGE 23006 OVER THE SOUTH BRANCH
 AE8041'OF THE ROOT RIVER, 26.5 FT (8.1 M) EAST OF AND 0.5 FT (15.2 CM)
 AE8041'HIGHER THAN THE CENTERLINE OF TH 63, 1.3 FT (0.4 M) NORTHEAST OF THE
 AE8041'SOUTHEAST CORNER OF THE BRIDGE, 2.0 FT (0.6 M) NORTHEAST OF A STEEL
 AE8041'WITNESS POST.
 AE8041
 AE8041                          STATION RECOVERY (2007)
 AE8041
 AE8041'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (DRB)
 AE8041'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DP6778 ***********************************************************************
 DP6778  DESIGNATION -  2313 P 1 RESET
 DP6778  PID         -  DP6778
 DP6778  STATE/COUNTY-  MN/FILLMORE
 DP6778  COUNTRY     -  US
 DP6778  USGS QUAD   -  OSTRANDER (2019)
 DP6778
 DP6778                         *CURRENT SURVEY CONTROL
 DP6778  ______________________________________________________________________
 DP6778* NAD 83(1986) POSITION- 43 36 59.40   (N) 092 24 33.03   (W)   HD_HELD1
 DP6778* NAVD 88 ORTHO HEIGHT -   407.720 (meters)     1337.66  (feet) ADJUSTED
 DP6778  ______________________________________________________________________
 DP6778  GEOID HEIGHT    -        -30.097 (meters)                     GEOID18
 DP6778  DYNAMIC HEIGHT  -        407.620 (meters)     1337.33  (feet) COMP
 DP6778  MODELED GRAVITY -    980,361.5   (mgal)                       NAVD 88
 DP6778
 DP6778  VERT ORDER      -  SECOND    CLASS I
 DP6778
 DP6778.The horizontal coordinates were determined by differentially corrected
 DP6778.hand held GPS observations or other comparable positioning techniques
 DP6778.and have an estimated accuracy of +/- 3 meters.
 DP6778
 DP6778.The orthometric height was determined by differential leveling and
 DP6778.adjusted by the NATIONAL GEODETIC SURVEY
 DP6778.in June 2015.
 DP6778
 DP6778.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP6778.GEOID18 height accuracy estimate available here.
 DP6778
 DP6778.Click photographs - Photos may exist for this station.
 DP6778
 DP6778.The dynamic height is computed by dividing the NAVD 88
 DP6778.geopotential number by the normal gravity value computed on the
 DP6778.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP6778.degrees latitude (g = 980.6199 gals.).
 DP6778
 DP6778.The modeled gravity was interpolated from observed gravity values.
 DP6778
 DP6778;                    North         East    Units  Estimated Accuracy
 DP6778;SPC MN S     -   169,751.6     928,410.1     MT  (+/- 3 meters HH1 GPS) 
 DP6778
 DP6778_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWJ4767229449(NAD 83)
 DP6778
 DP6778                          SUPERSEDED SURVEY CONTROL
 DP6778
 DP6778.No superseded survey control is available for this station.
 DP6778
 DP6778_MARKER: I = METAL ROD
 DP6778_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DP6778_STAMPING: 2313 P 1 RESET 2013
 DP6778_MARK LOGO: MNDT
 DP6778_PROJECTION: RECESSED 5 CENTIMETERS
 DP6778_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DP6778_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DP6778_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP6778+SATELLITE: SATELLITE OBSERVATIONS - July 23, 2024
 DP6778_ROD/PIPE-DEPTH: 3.05 meters
 DP6778
 DP6778  HISTORY     - Date     Condition        Report By
 DP6778  HISTORY     - 20130416 MONUMENTED       MNDT
 DP6778  HISTORY     - 20240723 GOOD             MNDT
 DP6778
 DP6778                          STATION DESCRIPTION
 DP6778
 DP6778'DESCRIBED BY MN DEPT OF TRANSP 2013
 DP6778'THE STATION IS LOCATED ABOUT 6.4 MI (10.3 KM) WEST-NORTHWEST OF CHERRY
 DP6778'GROVE, 5.0 MI (8.0 KM) SOUTH-SOUTHWEST OF SPRING VALLEY AND 1.0 MI
 DP6778'(1.6 KM) EAST-NORTHEAST OF OSTRANDER.
 DP6778'
 DP6778'5.0 MILES SOUTH-SOUTHWEST OF SPRING VALLEY, 4.9 MI (7.9 KM) SOUTH
 DP6778'ALONG TRUNK HIGHWAY 63 FROM THE JUNCTION OF TRUNK HIGHWAY 63 AND TRUNK
 DP6778'HIGHWAY 16 INCH (41 CM) SPRING VALLEY, THEN 1.1 MI (1.8 KM) WEST ALONG
 DP6778'COUNTY ROAD 3.
 DP6778'
 DP6778'IT IS 150.0 FT (45.7 M) SOUTH-SOUTHEAST OF COUNTY ROAD 3, 33.0 FT
 DP6778'(10.1 M) EAST OF 121ST AVENUE, 7.4 FT (2.3 M) SOUTHEAST OF POWER POLE
 DP6778'WITH 3 GUYWIRES, 1.1 FT (0.3 M) WEST OF A WITNESS POST.
 DP6778
 DP6778                          STATION RECOVERY (2024)
 DP6778
 DP6778'RECOVERY NOTE BY MN DEPT OF TRANSP 2024 (RMJ)
 DP6778'5.0 MI (8.0 KM) SOUTH-SOUTHWEST OF SPRING VALLEY, 4.9 MI (7.9 KM)
 DP6778'SOUTH ALONG TRUNK HIGHWAY 63 FROM THE JUNCTION OF TRUNK HIGHWAY 63 AND
 DP6778'TRUNK HIGHWAY 16 IN SPRING VALLEY, THEN 1.1 MI (1.8 KM) WEST ALONG
 DP6778'COUNTY ROAD 3, 150.0 FT (45.7 M) SOUTH-SOUTHEAST OF COUNTY ROAD 3,
 DP6778'33.0 FT (10.1 M) EAST OF 121ST AVENUE, 7.4 FT (2.3 M) SOUTHEAST OF A
 DP6778'POWER POLE WITH 3 GUYWIRES, 1.1 FT (0.3 M) WEST OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DP6780 ***********************************************************************
 DP6780  DESIGNATION -  2313 V
 DP6780  PID         -  DP6780
 DP6780  STATE/COUNTY-  MN/FILLMORE
 DP6780  COUNTRY     -  US
 DP6780  USGS QUAD   -  OSTRANDER (2019)
 DP6780
 DP6780                         *CURRENT SURVEY CONTROL
 DP6780  ______________________________________________________________________
 DP6780* NAD 83(1986) POSITION- 43 36 07.96   (N) 092 23 22.76   (W)   HD_HELD1
 DP6780* NAVD 88 ORTHO HEIGHT -   400.370 (meters)     1313.55  (feet) ADJUSTED
 DP6780  ______________________________________________________________________
 DP6780  GEOID HEIGHT    -        -30.143 (meters)                     GEOID18
 DP6780  DYNAMIC HEIGHT  -        400.269 (meters)     1313.22  (feet) COMP
 DP6780  MODELED GRAVITY -    980,357.7   (mgal)                       NAVD 88
 DP6780
 DP6780  VERT ORDER      -  SECOND    CLASS I
 DP6780
 DP6780.The horizontal coordinates were determined by differentially corrected
 DP6780.hand held GPS observations or other comparable positioning techniques
 DP6780.and have an estimated accuracy of +/- 3 meters.
 DP6780
 DP6780.The orthometric height was determined by differential leveling and
 DP6780.adjusted by the NATIONAL GEODETIC SURVEY
 DP6780.in June 2015.
 DP6780
 DP6780.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP6780.GEOID18 height accuracy estimate available here.
 DP6780
 DP6780.Click photographs - Photos may exist for this station.
 DP6780
 DP6780.The dynamic height is computed by dividing the NAVD 88
 DP6780.geopotential number by the normal gravity value computed on the
 DP6780.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP6780.degrees latitude (g = 980.6199 gals.).
 DP6780
 DP6780.The modeled gravity was interpolated from observed gravity values.
 DP6780
 DP6780;                    North         East    Units  Estimated Accuracy
 DP6780;SPC MN S     -   168,195.1     930,016.7     MT  (+/- 3 meters HH1 GPS) 
 DP6780
 DP6780_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWJ4925927873(NAD 83)
 DP6780
 DP6780                          SUPERSEDED SURVEY CONTROL
 DP6780
 DP6780.No superseded survey control is available for this station.
 DP6780
 DP6780_MARKER: I = METAL ROD
 DP6780_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DP6780_STAMPING: 2313 V 2013
 DP6780_MARK LOGO: MNDT
 DP6780_PROJECTION: RECESSED 5 CENTIMETERS
 DP6780_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DP6780_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DP6780_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP6780+SATELLITE: SATELLITE OBSERVATIONS - July 23, 2024
 DP6780_ROD/PIPE-DEPTH: 9.1 meters
 DP6780
 DP6780  HISTORY     - Date     Condition        Report By
 DP6780  HISTORY     - 20130522 MONUMENTED       MNDT
 DP6780  HISTORY     - 20201208 GOOD             MNDT
 DP6780  HISTORY     - 20240723 GOOD             MNDT
 DP6780
 DP6780                          STATION DESCRIPTION
 DP6780
 DP6780'DESCRIBED BY MN DEPT OF TRANSP 2013
 DP6780'THE STATION IS LOCATED ABOUT 5.8 MI (9.3 KM) SOUTH OF SPRING VALLEY,
 DP6780'5.2 MI (8.4 KM) WEST-NORTHWEST OF CHERRY GROVE AND 2.1 MI (3.4 KM)
 DP6780'EAST-SOUTHEAST OF OSTRANDER.
 DP6780'
 DP6780'6.0 MILES SOUTH OF SPRING VALLEY, 6.2 MI (10.0 KM) SOUTH ALONG TRUNK
 DP6780'HIGHWAY 63 FROM THE JUNCTION OF TRUNK HIGHWAY 63 AND TRUNK HIGHWAY 16
 DP6780'INCH (41 CM) SPRING VALLEY, AT TRUNK HIGHWAY 63 MILE POINT 7.40.
 DP6780'
 DP6780'IT IS 86.4 FT (26.3 M) WEST OF TRUNK HIGHWAY 63, 65.2 FT (19.9 M)
 DP6780'NORTH OF COUNTY ROAD 14 1.5 FT (0.5 M) EAST OF A WITNESS POST.
 DP6780'
 DP6780'THE STATION STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM
 DP6780'ROD DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION REMOVABLE
 DP6780'DISK SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH
 DP6780'PVC PIPE BACK FILLED WITH WASHED SAND.
 DP6780
 DP6780                          STATION RECOVERY (2020)
 DP6780
 DP6780'RECOVERY NOTE BY MN DEPT OF TRANSP 2020 (KMS)
 DP6780'RECOVERED IN GOOD CONDITION.
 DP6780
 DP6780                          STATION RECOVERY (2024)
 DP6780
 DP6780'RECOVERY NOTE BY MN DEPT OF TRANSP 2024 (RMJ)
 DP6780'6.0 MI (9.7 KM) SOUTH OF SPRING VALLEY, 6.2 MI (10.0 KM) SOUTH ALONG
 DP6780'TRUNK HIGHWAY 63 FROM THE JUNCTION OF TRUNK HIGHWAY 63 AND TRUNK
 DP6780'HIGHWAY 16 IN SPRING VALLEY, AT TRUNK HIGHWAY 63 MILE POINT 7.40, 86.4
 DP6780'FT (26.3 M) WEST OF TRUNK HIGHWAY 63, 65.2 FT (19.9 M) NORTH OF COUNTY
 DP6780'ROAD 14 (170TH STREET), 1.5 FT (0.5 M) EAST OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DP6779 ***********************************************************************
 DP6779  DESIGNATION -  2313 W
 DP6779  PID         -  DP6779
 DP6779  STATE/COUNTY-  MN/FILLMORE
 DP6779  COUNTRY     -  US
 DP6779  USGS QUAD   -  OSTRANDER (2019)
 DP6779
 DP6779                         *CURRENT SURVEY CONTROL
 DP6779  ______________________________________________________________________
 DP6779* NAD 83(1986) POSITION- 43 36 59.05   (N) 092 23 19.02   (W)   HD_HELD1
 DP6779* NAVD 88 ORTHO HEIGHT -   401.259 (meters)     1316.46  (feet) ADJUSTED
 DP6779  ______________________________________________________________________
 DP6779  GEOID HEIGHT    -        -30.131 (meters)                     GEOID18
 DP6779  DYNAMIC HEIGHT  -        401.160 (meters)     1316.14  (feet) COMP
 DP6779  MODELED GRAVITY -    980,360.1   (mgal)                       NAVD 88
 DP6779
 DP6779  VERT ORDER      -  SECOND    CLASS I
 DP6779
 DP6779.The horizontal coordinates were determined by differentially corrected
 DP6779.hand held GPS observations or other comparable positioning techniques
 DP6779.and have an estimated accuracy of +/- 3 meters.
 DP6779
 DP6779.The orthometric height was determined by differential leveling and
 DP6779.adjusted by the NATIONAL GEODETIC SURVEY
 DP6779.in June 2015.
 DP6779
 DP6779.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP6779.GEOID18 height accuracy estimate available here.
 DP6779
 DP6779.Click photographs - Photos may exist for this station.
 DP6779
 DP6779.The dynamic height is computed by dividing the NAVD 88
 DP6779.geopotential number by the normal gravity value computed on the
 DP6779.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP6779.degrees latitude (g = 980.6199 gals.).
 DP6779
 DP6779.The modeled gravity was interpolated from observed gravity values.
 DP6779
 DP6779;                    North         East    Units  Estimated Accuracy
 DP6779;SPC MN S     -   169,773.3     930,069.5     MT  (+/- 3 meters HH1 GPS) 
 DP6779
 DP6779_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWJ4933129450(NAD 83)
 DP6779
 DP6779                          SUPERSEDED SURVEY CONTROL
 DP6779
 DP6779.No superseded survey control is available for this station.
 DP6779
 DP6779_MARKER: I = METAL ROD
 DP6779_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DP6779_STAMPING: 2313 W 2013
 DP6779_MARK LOGO: MNDT
 DP6779_PROJECTION: FLUSH
 DP6779_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DP6779_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DP6779_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP6779+SATELLITE: SATELLITE OBSERVATIONS - July 23, 2024
 DP6779_ROD/PIPE-DEPTH: 5.5 meters
 DP6779
 DP6779  HISTORY     - Date     Condition        Report By
 DP6779  HISTORY     - 20130516 MONUMENTED       MNDT
 DP6779  HISTORY     - 20240723 GOOD             MNDT
 DP6779
 DP6779                          STATION DESCRIPTION
 DP6779
 DP6779'DESCRIBED BY MN DEPT OF TRANSP 2013
 DP6779'THE STATION IS LOCATED ABOUT 5.4 MI (8.7 KM) WEST-NORTHWEST OF CHERRY
 DP6779'GROVE, 4.9 MI (7.9 KM) SOUTH OF SPRING VALLEY AND 2.0 MI (3.2 KM) EAST
 DP6779'OF OSTRANDER.
 DP6779'
 DP6779'5.0 MILES SOUTH OF SPRING VALLEY, 5.2 MI (8.4 KM) SOUTH ALONG TRUNK
 DP6779'HIGHWAY 63 FROM THE JUNCTION OF TRUNK HIGHWAY 63 AND TRUNK HIGHWAY 16
 DP6779'INCH (41 CM) SPRING VALLEY, AT TRUNK HIGHWAY 63 MILE POINT 8.40.
 DP6779'
 DP6779'IT IS 210.8 FT (64.3 M) EAST OF TRUNK HIGHWAY 63, 48.3 FT (14.7 M)
 DP6779'SOUTH 180TH STREET, 3.3 FT (1.0 M) NORTH OF A WITNESS POST.
 DP6779'
 DP6779'THE STATION STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM
 DP6779'ROD DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION REMOVABLE
 DP6779'DISK SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH
 DP6779'PVC PIPE BACK FILLED WITH WASHED SAND.
 DP6779
 DP6779                          STATION RECOVERY (2024)
 DP6779
 DP6779'RECOVERY NOTE BY MN DEPT OF TRANSP 2024 (RMJ)
 DP6779'5.0 MI (8.0 KM) SOUTH OF SPRING VALLEY, 5.2 MI (8.4 KM) SOUTH ALONG
 DP6779'TRUNK HIGHWAY 63 FROM THE JUNCTION OF TRUNK HIGHWAY 63 AND TRUNK
 DP6779'HIGHWAY 16 IN SPRING VALLEY, AT TRUNK HIGHWAY 63 MILE POINT 8.40,
 DP6779'210.8 FT (64.3 M) EAST OF TRUNK HIGHWAY 63, 48.3 FT (14.7 M) SOUTH OF
 DP6779'180TH STREET, 3.3 FT (1.0 M) NORTH OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DP6777 ***********************************************************************
 DP6777  DESIGNATION -  2313 X
 DP6777  PID         -  DP6777
 DP6777  STATE/COUNTY-  MN/FILLMORE
 DP6777  COUNTRY     -  US
 DP6777  USGS QUAD   -  OSTRANDER (2019)
 DP6777
 DP6777                         *CURRENT SURVEY CONTROL
 DP6777  ______________________________________________________________________
 DP6777* NAD 83(1986) POSITION- 43 37 13.23   (N) 092 23 22.92   (W)   HD_HELD1
 DP6777* NAVD 88 ORTHO HEIGHT -   399.899 (meters)     1312.00  (feet) ADJUSTED
 DP6777  ______________________________________________________________________
 DP6777  GEOID HEIGHT    -        -30.125 (meters)                     GEOID18
 DP6777  DYNAMIC HEIGHT  -        399.801 (meters)     1311.68  (feet) COMP
 DP6777  MODELED GRAVITY -    980,361.0   (mgal)                       NAVD 88
 DP6777
 DP6777  VERT ORDER      -  SECOND    CLASS I
 DP6777
 DP6777.The horizontal coordinates were determined by differentially corrected
 DP6777.hand held GPS observations or other comparable positioning techniques
 DP6777.and have an estimated accuracy of +/- 3 meters.
 DP6777
 DP6777.The orthometric height was determined by differential leveling and
 DP6777.adjusted by the NATIONAL GEODETIC SURVEY
 DP6777.in June 2015.
 DP6777
 DP6777.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP6777.GEOID18 height accuracy estimate available here.
 DP6777
 DP6777.Click photographs - Photos may exist for this station.
 DP6777
 DP6777.The dynamic height is computed by dividing the NAVD 88
 DP6777.geopotential number by the normal gravity value computed on the
 DP6777.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP6777.degrees latitude (g = 980.6199 gals.).
 DP6777
 DP6777.The modeled gravity was interpolated from observed gravity values.
 DP6777
 DP6777;                    North         East    Units  Estimated Accuracy
 DP6777;SPC MN S     -   170,209.2     929,973.5     MT  (+/- 3 meters HH1 GPS) 
 DP6777
 DP6777_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWJ4924129887(NAD 83)
 DP6777
 DP6777                          SUPERSEDED SURVEY CONTROL
 DP6777
 DP6777.No superseded survey control is available for this station.
 DP6777
 DP6777_MARKER: I = METAL ROD
 DP6777_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DP6777_STAMPING: 2313 X 2013
 DP6777_MARK LOGO: MNDT
 DP6777_PROJECTION: RECESSED 5 CENTIMETERS
 DP6777_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DP6777_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DP6777_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP6777+SATELLITE: SATELLITE OBSERVATIONS - July 23, 2024
 DP6777_ROD/PIPE-DEPTH: 3.65 meters
 DP6777
 DP6777  HISTORY     - Date     Condition        Report By
 DP6777  HISTORY     - 20130516 MONUMENTED       MNDT
 DP6777  HISTORY     - 20240723 GOOD             MNDT
 DP6777
 DP6777                          STATION DESCRIPTION
 DP6777
 DP6777'DESCRIBED BY MN DEPT OF TRANSP 2013
 DP6777'THE STATION IS LOCATED ABOUT 5.6 MI (9.0 KM) WEST-NORTHWEST OF CHERRY
 DP6777'GROVE, 4.6 MI (7.4 KM) SOUTH OF SPRING VALLEY AND 2.0 MI (3.2 KM)
 DP6777'EAST-NORTHEAST OF OSTRANDER.
 DP6777'
 DP6777'5.0 MILES SOUTH OF SPRING VALLEY, 4.9 MI (7.9 KM) SOUTH ALONG TRUNK
 DP6777'HIGHWAY 63 FROM THE JUNCTION OF TRUNK HIGHWAY 63 AND TRUNK HIGHWAY 16
 DP6777'INCH (41 CM) SPRING VALLEY, AT TRUNK HIGHWAY 63 MILE POINT 8.70.
 DP6777'
 DP6777'IT IS 71.1 FT (21.7 M) WEST OF TRUNK HIGHWAY 63, 67.2 FT (20.5 M)
 DP6777'NORTH OF COUNTY ROAD 3, 1.5 FT (0.5 M) EAST OF A WITNESS POST.
 DP6777'
 DP6777'THE STATION STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM
 DP6777'ROD DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION REMOVABLE
 DP6777'DISK SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH
 DP6777'PVC PIPE BACK FILLED WITH WASHED SAND.
 DP6777
 DP6777                          STATION RECOVERY (2024)
 DP6777
 DP6777'RECOVERY NOTE BY MN DEPT OF TRANSP 2024 (RMJ)
 DP6777'5.0 MI (8.0 KM) SOUTH OF SPRING VALLEY, 4.9 MI (7.9 KM) SOUTH ALONG
 DP6777'TRUNK HIGHWAY 63 FROM THE JUNCTION OF TRUNK HIGHWAY 63 AND TRUNK
 DP6777'HIGHWAY 16 IN SPRING VALLEY, AT TRUNK HIGHWAY 63 MILE POINT 8.70, 71.1
 DP6777'FT (21.7 M) WEST OF TRUNK HIGHWAY 63, 67.2 FT (20.5 M) NORTH OF COUNTY
 DP6777'ROAD 3, 1.5 FT (0.5 M) EAST OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DP6773 ***********************************************************************
 DP6773  DESIGNATION -  2313 Y
 DP6773  PID         -  DP6773
 DP6773  STATE/COUNTY-  MN/FILLMORE
 DP6773  COUNTRY     -  US
 DP6773  USGS QUAD   -  SPRING VALLEY (2019)
 DP6773
 DP6773                         *CURRENT SURVEY CONTROL
 DP6773  ______________________________________________________________________
 DP6773* NAD 83(1986) POSITION- 43 38 44.68   (N) 092 23 20.35   (W)   HD_HELD1
 DP6773* NAVD 88 ORTHO HEIGHT -   410.758 (meters)     1347.63  (feet) ADJUSTED
 DP6773  ______________________________________________________________________
 DP6773  GEOID HEIGHT    -        -30.094 (meters)                     GEOID18
 DP6773  DYNAMIC HEIGHT  -        410.659 (meters)     1347.30  (feet) COMP
 DP6773  MODELED GRAVITY -    980,366.9   (mgal)                       NAVD 88
 DP6773
 DP6773  VERT ORDER      -  SECOND    CLASS I
 DP6773
 DP6773.The horizontal coordinates were determined by differentially corrected
 DP6773.hand held GPS observations or other comparable positioning techniques
 DP6773.and have an estimated accuracy of +/- 3 meters.
 DP6773
 DP6773.The orthometric height was determined by differential leveling and
 DP6773.adjusted by the NATIONAL GEODETIC SURVEY
 DP6773.in June 2015.
 DP6773
 DP6773.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP6773.GEOID18 height accuracy estimate available here.
 DP6773
 DP6773.Click photographs - Photos may exist for this station.
 DP6773
 DP6773.The dynamic height is computed by dividing the NAVD 88
 DP6773.geopotential number by the normal gravity value computed on the
 DP6773.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP6773.degrees latitude (g = 980.6199 gals.).
 DP6773
 DP6773.The modeled gravity was interpolated from observed gravity values.
 DP6773
 DP6773;                    North         East    Units  Estimated Accuracy
 DP6773;SPC MN S     -   173,032.2     929,975.5     MT  (+/- 3 meters HH1 GPS) 
 DP6773
 DP6773_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWJ4927832709(NAD 83)
 DP6773
 DP6773                          SUPERSEDED SURVEY CONTROL
 DP6773
 DP6773.No superseded survey control is available for this station.
 DP6773
 DP6773_MARKER: I = METAL ROD
 DP6773_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DP6773_STAMPING: 2313 Y 2013
 DP6773_MARK LOGO: MNDT
 DP6773_PROJECTION: FLUSH
 DP6773_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DP6773_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DP6773_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP6773+SATELLITE: SATELLITE OBSERVATIONS - July 23, 2024
 DP6773_ROD/PIPE-DEPTH: 4.6 meters
 DP6773
 DP6773  HISTORY     - Date     Condition        Report By
 DP6773  HISTORY     - 20130529 MONUMENTED       MNDT
 DP6773  HISTORY     - 20240723 GOOD             MNDT
 DP6773
 DP6773                          STATION DESCRIPTION
 DP6773
 DP6773'DESCRIBED BY MN DEPT OF TRANSP 2013
 DP6773'THE STATION IS LOCATED ABOUT 6.4 MI (10.3 KM) NORTHWEST OF CHERRY
 DP6773'GROVE, 3.0 MI (4.8 KM) NORTHEAST OF OSTRANDER AND 2.8 MI (4.5 KM)
 DP6773'SOUTH OF SPRING VALLEY.
 DP6773'
 DP6773'3.0 MILES SOUTH OF SPRING VALLEY, 3.15 MI (5.1 KM) SOUTH ALONG TRUNK
 DP6773'HIGHWAY 63 FROM THE JUNCTION OF TRUNK HIGHWAY 63 AND TRUNK HIGHWAY 16
 DP6773'INCH (41 CM) SPRING VALLEY, AT TRUNK HIGHWAY 63 MILE POINT 10.50.
 DP6773'
 DP6773'IT IS 95.4 FT (29.1 M) EAST OF TRUNK HIGHWAY 63, 78.1 FT (23.8 M)
 DP6773'NORTH OF 200TH STREET, 1.5 FT (0.5 M) WEST OF A WITNESS POST.
 DP6773'
 DP6773'THE STATION STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM
 DP6773'ROD DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION REMOVABLE
 DP6773'DISK SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH
 DP6773'PVC PIPE BACK FILLED WITH WASHED SAND.
 DP6773
 DP6773                          STATION RECOVERY (2024)
 DP6773
 DP6773'RECOVERY NOTE BY MN DEPT OF TRANSP 2024 (RMJ)
 DP6773'3.0 MI (4.8 KM) SOUTH OF SPRING VALLEY, 3.15 MI (5.07 KM) SOUTH ALONG
 DP6773'TRUNK HIGHWAY 63 FROM THE JUNCTION OF TRUNK HIGHWAY 63 AND TRUNK
 DP6773'HIGHWAY 16 IN SPRING VALLEY, AT TRUNK HIGHWAY 63 MILE POINT 10.50,
 DP6773'95.4 FT (29.1 M) EAST OF TRUNK HIGHWAY 63, 78.1 FT (23.8 M) NORTH OF
 DP6773'200TH STREET, 1.5 FT (0.5 M) WEST OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 AE8032 ***********************************************************************
 AE8032  DESIGNATION -  2313 Z
 AE8032  PID         -  AE8032
 AE8032  STATE/COUNTY-  MN/FILLMORE
 AE8032  COUNTRY     -  US
 AE8032  USGS QUAD   -  SPRING VALLEY (2019)
 AE8032
 AE8032                         *CURRENT SURVEY CONTROL
 AE8032  ______________________________________________________________________
 AE8032* NAD 83(1986) POSITION- 43 41 09.4    (N) 092 23 46.4    (W)   HD_HELD2
 AE8032* NAVD 88 ORTHO HEIGHT -   390.867 (meters)     1282.37  (feet) ADJUSTED
 AE8032  ______________________________________________________________________
 AE8032  GEOID HEIGHT    -        -30.032 (meters)                     GEOID18
 AE8032  DYNAMIC HEIGHT  -        390.777 (meters)     1282.07  (feet) COMP
 AE8032  MODELED GRAVITY -    980,378.6   (mgal)                       NAVD 88
 AE8032
 AE8032  VERT ORDER      -  SECOND    CLASS I
 AE8032
 AE8032.The horizontal coordinates were established by autonomous hand held GPS
 AE8032.observations and have an estimated accuracy of +/- 10 meters.
 AE8032
 AE8032.The orthometric height was determined by differential leveling and
 AE8032.adjusted by the NATIONAL GEODETIC SURVEY
 AE8032.in November 1998.
 AE8032
 AE8032.Significant digits in the geoid height do not necessarily reflect accuracy.
 AE8032.GEOID18 height accuracy estimate available here.
 AE8032
 AE8032.Click photographs - Photos may exist for this station.
 AE8032
 AE8032.The dynamic height is computed by dividing the NAVD 88
 AE8032.geopotential number by the normal gravity value computed on the
 AE8032.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE8032.degrees latitude (g = 980.6199 gals.).
 AE8032
 AE8032.The modeled gravity was interpolated from observed gravity values.
 AE8032
 AE8032;                    North         East    Units  Estimated Accuracy
 AE8032;SPC MN S     -   177,486.      929,304.      MT  (+/- 10 meters HH2 GPS)
 AE8032
 AE8032_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWJ4866137169(NAD 83)
 AE8032
 AE8032                          SUPERSEDED SURVEY CONTROL
 AE8032
 AE8032.No superseded survey control is available for this station.
 AE8032
 AE8032_MARKER: DB = BENCH MARK 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 NOT SUITABLE FOR
 AE8032+SATELLITE: SATELLITE OBSERVATIONS - August 02, 2007
 AE8032
 AE8032  HISTORY     - Date     Condition        Report By
 AE8032  HISTORY     - 19910930 MONUMENTED       MNDT
 AE8032  HISTORY     - 20070802 GOOD             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).
 AE8032
 AE8032                          STATION RECOVERY (2007)
 AE8032
 AE8032'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (DRB)
 AE8032'IN SPRING VALLEY, IN SOUTHEAST CORNER OF COUNTY ROAD 1 (WEST PARK
 AE8032'STREET) BRIDGE 23540 OVER MIDDLE BRANCH OF ROOT RIVER, 330 FT (100.6
 AE8032'M) WEST OF THE JUNCTION OF WEST PARK STREET AND SOUTH HURON AVENUE,
 AE8032'18.5 FT (5.6 M) SOUTH OF WEST PARK STREET.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 AE8055 ***********************************************************************
 AE8055  DESIGNATION -  2313 ZZ
 AE8055  PID         -  AE8055
 AE8055  STATE/COUNTY-  MN/FILLMORE
 AE8055  COUNTRY     -  US
 AE8055  USGS QUAD   -  CHERRY GROVE (2019)
 AE8055
 AE8055                         *CURRENT SURVEY CONTROL
 AE8055  ______________________________________________________________________
 AE8055* NAD 83(1986) POSITION- 43 31 06.89   (N) 092 22 08.01   (W)   HD_HELD1
 AE8055* NAVD 88 ORTHO HEIGHT -   397.988 (meters)     1305.73  (feet) ADJUSTED
 AE8055  ______________________________________________________________________
 AE8055  GEOID HEIGHT    -        -30.239 (meters)                     GEOID18
 AE8055  DYNAMIC HEIGHT  -        397.887 (meters)     1305.40  (feet) COMP
 AE8055  MODELED GRAVITY -    980,354.6   (mgal)                       NAVD 88
 AE8055
 AE8055  VERT ORDER      -  SECOND    CLASS I
 AE8055
 AE8055.The horizontal coordinates were determined by differentially corrected
 AE8055.hand held GPS observations or other comparable positioning techniques
 AE8055.and have an estimated accuracy of +/- 3 meters.
 AE8055
 AE8055.The orthometric height was determined by differential leveling and
 AE8055.adjusted by the NATIONAL GEODETIC SURVEY
 AE8055.in November 1998.
 AE8055
 AE8055.Significant digits in the geoid height do not necessarily reflect accuracy.
 AE8055.GEOID18 height accuracy estimate available here.
 AE8055
 AE8055.Click photographs - Photos may exist for this station.
 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     -   158,938.1     931,878.4     MT  (+/- 3 meters HH1 GPS) 
 AE8055
 AE8055_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWJ5100518598(NAD 83)
 AE8055
 AE8055                          SUPERSEDED SURVEY CONTROL
 AE8055
 AE8055.No superseded survey control is available for this station.
 AE8055
 AE8055_MARKER: DV = VERTICAL CONTROL DISK
 AE8055_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 AE8055_STAMPING: 2313 ZZ 1991
 AE8055_MARK LOGO: MNDT
 AE8055_PROJECTION: FLUSH
 AE8055_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AE8055_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AE8055_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AE8055+SATELLITE: SATELLITE OBSERVATIONS - July 22, 2024
 AE8055_ROD/PIPE-DEPTH: 4.6 meters
 AE8055
 AE8055  HISTORY     - Date     Condition        Report By
 AE8055  HISTORY     - 19910930 MONUMENTED       MNDT
 AE8055  HISTORY     - 19920707 GOOD             MNDT
 AE8055  HISTORY     - 20130416 GOOD             MNDT
 AE8055  HISTORY     - 20200820 GOOD             MNDT
 AE8055  HISTORY     - 20240722 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.
 AE8055
 AE8055                          STATION RECOVERY (2013)
 AE8055
 AE8055'RECOVERY NOTE BY MN DEPT OF TRANSP 2013 (KMS)
 AE8055'THE STATION IS LOCATED ABOUT 7.2 MI (11.6 KM) SOUTH-SOUTHEAST OF
 AE8055'OSTRANDER, 6.8 MI (10.9 KM) EAST OF LE ROY AND 6.2 MI (10.0 KM)
 AE8055'SOUTHWEST OF CHERRY GROVE.
 AE8055'
 AE8055'2.0 MILES NORTH OF CHESTER IOWA, 0.75 MI (1.2 KM) NORTH ALONG TRUNK
 AE8055'HIGHWAY 63 FROM THE JUNCTION OF TRUNK HIGHWAY 63 AND TRUNK HIGHWAY 56,
 AE8055'AT TRUNK HIGHWAY 63 MILE POINT 1.25.
 AE8055'
 AE8055'IT IS 135.0 FT (41.1 M) EAST OF TRUNK HIGHWAY 63, 45.5 FT (13.9 M)
 AE8055'EAST OF POWER POLE, 13.5 FT (4.1 M) SOUTH OF A FIELD ENTRANCE
 AE8055'EXTENDED, 0.5 FT (15 CM) NORTH OF A FENCE LINE, 1.4 FT (0.4 M) EAST OF
 AE8055'A WITNESS POST.
 AE8055
 AE8055                          STATION RECOVERY (2020)
 AE8055
 AE8055'RECOVERY NOTE BY MN DEPT OF TRANSP 2020 (TSS)
 AE8055'RECOVERED AS DESCRIBED.
 AE8055
 AE8055                          STATION RECOVERY (2024)
 AE8055
 AE8055'RECOVERY NOTE BY MN DEPT OF TRANSP 2024 (RMJ)
 AE8055'2.0 MI (3.2 KM) NORTH OF CHESTER IOWA, 0.75 MI (1.21 KM) NORTH ALONG
 AE8055'TRUNK HIGHWAY 63 FROM THE JUNCTION OF TRUNK HIGHWAY 63 AND TRUNK
 AE8055'HIGHWAY 56, AT TRUNK HIGHWAY 63 MILE POINT 1.25, 135.0 FT (41.1 M)
 AE8055'EAST OF TRUNK HIGHWAY 63, 45.5 FT (13.9 M) EAST OF A POWER POLE, 13.5
 AE8055'FT (4.1 M) SOUTH OF A FIELD ENTRANCE EXTENDED, 0.5 FT (15 CM) NORTH OF
 AE8055'A FENCE LINE, 1.4 FT (0.4 M) EAST OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DP6814 ***********************************************************************
 DP6814  DESIGNATION -  2315 N
 DP6814  PID         -  DP6814
 DP6814  STATE/COUNTY-  MN/FILLMORE
 DP6814  COUNTRY     -  US
 DP6814  USGS QUAD   -  WYKOFF (2019)
 DP6814
 DP6814                         *CURRENT SURVEY CONTROL
 DP6814  ______________________________________________________________________
 DP6814* NAD 83(1986) POSITION- 43 40 55.09   (N) 092 15 28.15   (W)   HD_HELD1
 DP6814* NAVD 88 ORTHO HEIGHT -   404.098 (meters)     1325.78  (feet) ADJUSTED
 DP6814  ______________________________________________________________________
 DP6814  GEOID HEIGHT    -        -30.163 (meters)                     GEOID18
 DP6814  DYNAMIC HEIGHT  -        404.003 (meters)     1325.47  (feet) COMP
 DP6814  MODELED GRAVITY -    980,371.8   (mgal)                       NAVD 88
 DP6814
 DP6814  VERT ORDER      -  SECOND    CLASS I
 DP6814
 DP6814.The horizontal coordinates were determined by differentially corrected
 DP6814.hand held GPS observations or other comparable positioning techniques
 DP6814.and have an estimated accuracy of +/- 3 meters.
 DP6814
 DP6814.The orthometric height was determined by differential leveling and
 DP6814.adjusted by the NATIONAL GEODETIC SURVEY
 DP6814.in June 2015.
 DP6814
 DP6814.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP6814.GEOID18 height accuracy estimate available here.
 DP6814
 DP6814.Click photographs - Photos may exist for this station.
 DP6814
 DP6814.The dynamic height is computed by dividing the NAVD 88
 DP6814.geopotential number by the normal gravity value computed on the
 DP6814.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP6814.degrees latitude (g = 980.6199 gals.).
 DP6814
 DP6814.The modeled gravity was interpolated from observed gravity values.
 DP6814
 DP6814;                    North         East    Units  Estimated Accuracy
 DP6814;SPC MN S     -   177,273.3     940,470.6     MT  (+/- 3 meters HH1 GPS) 
 DP6814
 DP6814_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWJ5982036818(NAD 83)
 DP6814
 DP6814                          SUPERSEDED SURVEY CONTROL
 DP6814
 DP6814.No superseded survey control is available for this station.
 DP6814
 DP6814_MARKER: I = METAL ROD
 DP6814_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DP6814_STAMPING: 2315 N 2013
 DP6814_MARK LOGO: MNDT
 DP6814_PROJECTION: RECESSED 5 CENTIMETERS
 DP6814_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DP6814_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DP6814_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP6814+SATELLITE: SATELLITE OBSERVATIONS - July 29, 2024
 DP6814_ROD/PIPE-DEPTH: 4.6 meters
 DP6814
 DP6814  HISTORY     - Date     Condition        Report By
 DP6814  HISTORY     - 20130508 MONUMENTED       MNDT
 DP6814  HISTORY     - 20201208 GOOD             MNDT
 DP6814  HISTORY     - 20240729 GOOD             MNDT
 DP6814
 DP6814                          STATION DESCRIPTION
 DP6814
 DP6814'DESCRIBED BY MN DEPT OF TRANSP 2013
 DP6814'THE STATION IS LOCATED ABOUT 6.7 MI (10.8 KM) NORTH-NORTHEAST OF
 DP6814'CHERRY GROVE, 6.6 MI (10.6 KM) EAST OF SPRING VALLEY AND 1.8 MI (2.9
 DP6814'KM) SOUTH-SOUTHEAST OF WYKOFF.
 DP6814'
 DP6814'2.0 MILES SOUTHEAST OF WYKOFF, 0.8 MI (1.3 KM) SOUTHEAST ALONG TRUNK
 DP6814'HIGHWAY 16 FROM THE JUNCTION OF TRUNK HIGHWAY 16 AND TRUNK HIGHWAY 80
 DP6814'(JUNCTION IS 1.0 MI (1.6 KM) SOUTH OF WYKOFF), AT TRUNK HIGHWAY 16
 DP6814'MILE POINT 222.65.
 DP6814'
 DP6814'IT IS 58.5 FT (17.8 M) SOUTHWEST OF TRUNK HIGHWAY 16, 0.1 MI (0.2 KM)
 DP6814'NORTHWEST OF 201ST AVENUE, 17.0 FT (5.2 M) SOUTHEAST OF A FIELD
 DP6814'ENTRANCE, 1.5 FT (0.5 M) NORTHWEST OF A WITNESS POST.
 DP6814'
 DP6814'THE STATION STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM
 DP6814'ROD DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION REMOVABLE
 DP6814'DISK SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH
 DP6814'PVC PIPE BACK FILLED WITH WASHED SAND.
 DP6814
 DP6814                          STATION RECOVERY (2020)
 DP6814
 DP6814'RECOVERY NOTE BY MN DEPT OF TRANSP 2020 (KMS)
 DP6814'RECOVERED IN GOOD CONDITION.
 DP6814
 DP6814                          STATION RECOVERY (2024)
 DP6814
 DP6814'RECOVERY NOTE BY MN DEPT OF TRANSP 2024 (RMJ)
 DP6814'2.0 MI (3.2 KM) SOUTHEAST OF WYKOFF, 0.8 MI (1.3 KM) SOUTHEAST ALONG
 DP6814'TRUNK HIGHWAY 16 FROM THE JUNCTION OF TRUNK HIGHWAY 16 AND TRUNK
 DP6814'HIGHWAY 80 (THE JUNCTION IS 1.0 MI (1.6 KM) SOUTH OF WYKOFF), AT TRUNK
 DP6814'HIGHWAY 16 MILE POINT 222.65, 58.5 FT (17.8 M) SOUTHWEST OF TRUNK
 DP6814'HIGHWAY 16, 0.1 MI (0.2 KM) NORTHWEST OF 201ST AVENUE, 17.0 FT (5.2 M)
 DP6814'SOUTHEAST OF A FIELD ENTRANCE, 1.5 FT (0.5 M) NORTHWEST OF A WITNESS
 DP6814'POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DP6813 ***********************************************************************
 DP6813  DESIGNATION -  2315 P
 DP6813  PID         -  DP6813
 DP6813  STATE/COUNTY-  MN/FILLMORE
 DP6813  COUNTRY     -  US
 DP6813  USGS QUAD   -  FOUNTAIN (2019)
 DP6813
 DP6813                         *CURRENT SURVEY CONTROL
 DP6813  ______________________________________________________________________
 DP6813* NAD 83(1986) POSITION- 43 40 51.76   (N) 092 13 21.82   (W)   HD_HELD1
 DP6813* NAVD 88 ORTHO HEIGHT -   388.007 (meters)     1272.99  (feet) ADJUSTED
 DP6813  ______________________________________________________________________
 DP6813  GEOID HEIGHT    -        -30.191 (meters)                     GEOID18
 DP6813  DYNAMIC HEIGHT  -        387.916 (meters)     1272.69  (feet) COMP
 DP6813  MODELED GRAVITY -    980,372.5   (mgal)                       NAVD 88
 DP6813
 DP6813  VERT ORDER      -  SECOND    CLASS I
 DP6813
 DP6813.The horizontal coordinates were determined by differentially corrected
 DP6813.hand held GPS observations or other comparable positioning techniques
 DP6813.and have an estimated accuracy of +/- 3 meters.
 DP6813
 DP6813.The orthometric height was determined by differential leveling and
 DP6813.adjusted by the NATIONAL GEODETIC SURVEY
 DP6813.in June 2015.
 DP6813
 DP6813.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP6813.GEOID18 height accuracy estimate available here.
 DP6813
 DP6813.Click photographs - Photos may exist for this station.
 DP6813
 DP6813.The dynamic height is computed by dividing the NAVD 88
 DP6813.geopotential number by the normal gravity value computed on the
 DP6813.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP6813.degrees latitude (g = 980.6199 gals.).
 DP6813
 DP6813.The modeled gravity was interpolated from observed gravity values.
 DP6813
 DP6813;                    North         East    Units  Estimated Accuracy
 DP6813;SPC MN S     -   177,231.4     943,301.8     MT  (+/- 3 meters HH1 GPS) 
 DP6813
 DP6813_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWJ6265036741(NAD 83)
 DP6813
 DP6813                          SUPERSEDED SURVEY CONTROL
 DP6813
 DP6813.No superseded survey control is available for this station.
 DP6813
 DP6813_MARKER: I = METAL ROD
 DP6813_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DP6813_STAMPING: 2315 P 2013
 DP6813_MARK LOGO: MNDT
 DP6813_PROJECTION: FLUSH
 DP6813_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DP6813_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DP6813_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP6813+SATELLITE: SATELLITE OBSERVATIONS - July 30, 2024
 DP6813_ROD/PIPE-DEPTH: 4.9 meters
 DP6813
 DP6813  HISTORY     - Date     Condition        Report By
 DP6813  HISTORY     - 20130508 MONUMENTED       MNDT
 DP6813  HISTORY     - 20201208 GOOD             MNDT
 DP6813  HISTORY     - 20240730 GOOD             MNDT
 DP6813
 DP6813                          STATION DESCRIPTION
 DP6813
 DP6813'DESCRIBED BY MN DEPT OF TRANSP 2013
 DP6813'THE STATION IS LOCATED ABOUT 7.0 MI (11.3 KM) NORTH OF GREENLEAFTON,
 DP6813'5.9 MI (9.5 KM) SOUTHWEST OF FOUNTAIN AND 2.9 MI (4.7 KM) SOUTHEAST OF
 DP6813'WYKOFF.
 DP6813'
 DP6813'3.0 MILES EAST OF WYKOFF, 2.55 MI (4.1 KM) EAST ALONG TRUNK HIGHWAY 16
 DP6813'FROM THE JUNCTION OF TRUNK HIGHWAY 16 AND TRUNK HIGHWAY 80 AT TRUNK
 DP6813'HIGHWAY 16 MILE POINT 224.40.
 DP6813'
 DP6813'IT IS 59.8 FT (18.2 M) SOUTH OF TRUNK HIGHWAY 16, 16.4 FT (5.0 M) EAST
 DP6813'OF A FIELD ENTRANCE, 16.7 FT (5.1 M) NORTH OF A FENCE LINE, 1.5 FT
 DP6813'(0.5 M) WEST OF A WITNESS POST.
 DP6813'
 DP6813'THE STATION STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM
 DP6813'ROD DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION REMOVABLE
 DP6813'DISK SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH
 DP6813'PVC PIPE BACK FILLED WITH WASHED SAND.
 DP6813
 DP6813                          STATION RECOVERY (2020)
 DP6813
 DP6813'RECOVERY NOTE BY MN DEPT OF TRANSP 2020 (KMS)
 DP6813'RECOVERED IN GOOD CONDITION.
 DP6813
 DP6813                          STATION RECOVERY (2024)
 DP6813
 DP6813'RECOVERY NOTE BY MN DEPT OF TRANSP 2024 (RMJ)
 DP6813'3.0 MI (4.8 KM) EAST OF WYKOFF, 2.55 MI (4.10 KM) EAST ALONG TRUNK
 DP6813'HIGHWAY 16 FROM THE JUNCTION OF TRUNK HIGHWAY 16 AND TRUNK HIGHWAY 80
 DP6813'(THE JUNCTION IS 1.0 MI (1.6 KM) SOUTH OF WYKOFF), AT TRUNK HIGHWAY 16
 DP6813'MILE POINT 224.40, 59.8 FT (18.2 M) SOUTH OF TRUNK HIGHWAY 16, 16.4 FT
 DP6813'(5.0 M) EAST OF A FIELD ENTRANCE, 16.7 FT (5.1 M) NORTH OF A FENCE
 DP6813'LINE, 1.5 FT (0.5 M) WEST OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 OO1509 ***********************************************************************
 OO1509  DESIGNATION -  2316 A
 OO1509  PID         -  OO1509
 OO1509  STATE/COUNTY-  MN/FILLMORE
 OO1509  COUNTRY     -  US
 OO1509  USGS QUAD   -  HARMONY (2019)
 OO1509
 OO1509                         *CURRENT SURVEY CONTROL
 OO1509  ______________________________________________________________________
 OO1509* NAD 83(1986) POSITION- 43 33 09.35   (N) 092 00 39.49   (W)   HD_HELD1
 OO1509* NAVD 88 ORTHO HEIGHT -   410.314 (meters)     1346.17  (feet) ADJUSTED
 OO1509  ______________________________________________________________________
 OO1509  GEOID HEIGHT    -        -30.245 (meters)                     GEOID18
 OO1509  DYNAMIC HEIGHT  -        410.217 (meters)     1345.85  (feet) COMP
 OO1509  MODELED GRAVITY -    980,370.7   (mgal)                       NAVD 88
 OO1509
 OO1509  VERT ORDER      -  SECOND    CLASS I
 OO1509
 OO1509.The horizontal coordinates were determined by differentially corrected
 OO1509.hand held GPS observations or other comparable positioning techniques
 OO1509.and have an estimated accuracy of +/- 3 meters.
 OO1509
 OO1509.The orthometric height was determined by differential leveling and
 OO1509.adjusted by the NATIONAL GEODETIC SURVEY
 OO1509.in June 1991.
 OO1509
 OO1509.Significant digits in the geoid height do not necessarily reflect accuracy.
 OO1509.GEOID18 height accuracy estimate available here.
 OO1509
 OO1509.Click photographs - Photos may exist for this station.
 OO1509
 OO1509.The dynamic height is computed by dividing the NAVD 88
 OO1509.geopotential number by the normal gravity value computed on the
 OO1509.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OO1509.degrees latitude (g = 980.6199 gals.).
 OO1509
 OO1509.The modeled gravity was interpolated from observed gravity values.
 OO1509
 OO1509;                    North         East    Units  Estimated Accuracy
 OO1509;SPC MN S     -   163,357.3     960,719.9     MT  (+/- 3 meters HH1 GPS) 
 OO1509
 OO1509_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWJ7988822657(NAD 83)
 OO1509
 OO1509                          SUPERSEDED SURVEY CONTROL
 OO1509
 OO1509.No superseded survey control is available for this station.
 OO1509
 OO1509_MARKER: DV = VERTICAL CONTROL DISK
 OO1509_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 OO1509_SP_SET: SIDEWALK
 OO1509_STAMPING: 2316 A 1981
 OO1509_MARK LOGO: MNDT
 OO1509_MAGNETIC: N = NO MAGNETIC MATERIAL
 OO1509_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OO1509_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 OO1509+SATELLITE: SATELLITE OBSERVATIONS - July 30, 2024
 OO1509
 OO1509  HISTORY     - Date     Condition        Report By
 OO1509  HISTORY     - 19810401 MONUMENTED       MNDT
 OO1509  HISTORY     - 19910910 GOOD             MNDT
 OO1509  HISTORY     - 20130423 GOOD             MNDT
 OO1509  HISTORY     - 20240730 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.
 OO1509
 OO1509                          STATION RECOVERY (2013)
 OO1509
 OO1509'RECOVERY NOTE BY MN DEPT OF TRANSP 2013 (KMS)
 OO1509'THE STATION IS LOCATED ABOUT 8.9 MI (14.3 KM) SOUTH-SOUTHEAST OF
 OO1509'PRESTON, 4.4 MI (7.1 KM) WEST-NORTHWEST OF CANTON AND IN THE TOWN OF
 OO1509'HARMONY, MN.
 OO1509'
 OO1509'AT HARMONY, AT HIGH SCHOOL.
 OO1509'
 OO1509'IT IS 90.5 FT (27.6 M) EAST OF EAST CURB OF FIRST AVENUE SOUTHWEST,
 OO1509'124.6 FT (38.0 M) NORTH OF THE SOUTHWEST CORNER OF GARAGE, 73.8 FT
 OO1509'(22.5 M) EAST-SOUTHEAST OF THE SOUTHWEST CORNER OF BRICK ADDITION, 0.6
 OO1509'FT (18 CM) WEST OF THE SOUTHWEST CORNER OF CHIMNEY.
 OO1509
 OO1509                          STATION RECOVERY (2024)
 OO1509
 OO1509'RECOVERY NOTE BY MN DEPT OF TRANSP 2024 (KMS)
 OO1509'IN HARMONY, AT THE HIGH SCHOOL, 0.15 MI (0.24 KM) SOUTH ALONG TRUNK
 OO1509'HIGHWAY 139 FROM THE JUNCTION OF TRUNK HIGHWAY 139 AND TRUNK HIGHWAY
 OO1509'52 IN HARMONY, THEN 0.10 MI (0.16 KM) WEST ON CENTER STREET WEST, THEN
 OO1509'0.10 MI (0.16 KM) SOUTH ON FIRST AVENUE SOUTHWEST, 113.8 FT (34.7 M)
 OO1509'EAST OF FIRST AVENUE SOUTHWEST, 90.5 FT (27.6 M) EAST OF THE EAST CURB
 OO1509'OF FIRST AVENUE SOUTHWEST, 124.6 FT (38.0 M) NORTH OF THE SOUTHWEST
 OO1509'CORNER OF A GARAGE, 73.8 FT (22.5 M) EAST-SOUTHEAST OF THE SOUTHWEST
 OO1509'CORNER OF A BRICK ADDITION, 0.6 FT (18 CM) WEST OF THE SOUTHWEST
 OO1509'CORNER OF A CHIMNEY.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 AE8079 ***********************************************************************
 AE8079  DESIGNATION -  2316 B
 AE8079  PID         -  AE8079
 AE8079  STATE/COUNTY-  MN/FILLMORE
 AE8079  COUNTRY     -  US
 AE8079  USGS QUAD   -  HARMONY (2019)
 AE8079
 AE8079                         *CURRENT SURVEY CONTROL
 AE8079  ______________________________________________________________________
 AE8079* NAD 83(1986) POSITION- 43 32 38.4    (N) 092 00 32.5    (W)   HD_HELD2
 AE8079* NAVD 88 ORTHO HEIGHT -   397.725 (meters)     1304.87  (feet) ADJUSTED
 AE8079  ______________________________________________________________________
 AE8079  GEOID HEIGHT    -        -30.244 (meters)                     GEOID18
 AE8079  DYNAMIC HEIGHT  -        397.630 (meters)     1304.56  (feet) COMP
 AE8079  MODELED GRAVITY -    980,370.4   (mgal)                       NAVD 88
 AE8079
 AE8079  VERT ORDER      -  SECOND    CLASS I
 AE8079
 AE8079.The horizontal coordinates were established by autonomous hand held GPS
 AE8079.observations and have an estimated accuracy of +/- 10 meters.
 AE8079
 AE8079.The orthometric height was determined by differential leveling and
 AE8079.adjusted by the NATIONAL GEODETIC SURVEY
 AE8079.in June 2015.
 AE8079
 AE8079.Significant digits in the geoid height do not necessarily reflect accuracy.
 AE8079.GEOID18 height accuracy estimate available here.
 AE8079
 AE8079.Click photographs - Photos may exist for this station.
 AE8079
 AE8079.The dynamic height is computed by dividing the NAVD 88
 AE8079.geopotential number by the normal gravity value computed on the
 AE8079.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE8079.degrees latitude (g = 980.6199 gals.).
 AE8079
 AE8079.The modeled gravity was interpolated from observed gravity values.
 AE8079
 AE8079;                    North         East    Units  Estimated Accuracy
 AE8079;SPC MN S     -   162,406.      960,900.      MT  (+/- 10 meters HH2 GPS)
 AE8079
 AE8079_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWJ8005621704(NAD 83)
 AE8079
 AE8079                          SUPERSEDED SURVEY CONTROL
 AE8079
 AE8079  NAVD 88 (11/18/98)  397.742  (m)         1304.93   (f) SUPERSEDED  2 1
 AE8079
 AE8079.Superseded values are not recommended for survey control.
 AE8079
 AE8079.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE8079.See file dsdata.pdf to determine how the superseded data were derived.
 AE8079
 AE8079_MARKER: DB = BENCH MARK DISK
 AE8079_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 AE8079_STAMPING: 2316 B 1981
 AE8079_MARK LOGO: MNDT
 AE8079_PROJECTION: PROJECTING 8 CENTIMETERS
 AE8079_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AE8079_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AE8079_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AE8079+SATELLITE: SATELLITE OBSERVATIONS - July 24, 2024
 AE8079_ROD/PIPE-DEPTH: 3.1 meters
 AE8079
 AE8079  HISTORY     - Date     Condition        Report By
 AE8079  HISTORY     - 19810401 MONUMENTED       MNDT
 AE8079  HISTORY     - 19910827 GOOD             MNDT
 AE8079  HISTORY     - 20000912 POOR             AERSVC
 AE8079  HISTORY     - 20130423 GOOD             MNDT
 AE8079  HISTORY     - 20240724 GOOD             MNDT
 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.
 AE8079
 AE8079                          STATION RECOVERY (2013)
 AE8079
 AE8079'RECOVERY NOTE BY MN DEPT OF TRANSP 2013 (KMS)
 AE8079'THE STATION IS LOCATED ABOUT 9.5 MI (15.3 KM) SOUTH-SOUTHEAST OF
 AE8079'PRESTON, 4.1 MI (6.6 KM) WEST-NORTHWEST OF CANTON AND 0.8 MI (1.3 KM)
 AE8079'SOUTH OF HARMONY.
 AE8079'
 AE8079'0.8 MILE SOUTH OF HARMONY, 0.85 MI (1.4 KM) SOUTH ALONG TRUNK HIGHWAY
 AE8079'139 FROM THE JUNCTION OF TRUNK HIGHWAY 139 AND TRUNK HIGHWAY 52 INCH
 AE8079'(132 CM) HARMONY TO TRUNK HIGHWAY 139 MILE POINT 2.95, THEN 0.05 MI
 AE8079'(0.1 KM) EAST ON GARDEN ROAD.
 AE8079'
 AE8079'IT IS 280.0 FT (85.3 M) EAST OF TRUNK HIGHWAY 139, 31.0 FT (9.4 M)
 AE8079'SOUTH OF GRAVEL ROAD, 1.7 FT (0.5 M) NORTHWEST OF THE NORTHWEST CORNER
 AE8079'OF CONCRETE PILLAR, 1.2 FT (0.4 M) NORTH OF A WITNESS POST.
 AE8079
 AE8079                          STATION RECOVERY (2024)
 AE8079
 AE8079'RECOVERY NOTE BY MN DEPT OF TRANSP 2024 (KMS)
 AE8079'0.8 MI (1.3 KM) SOUTH OF HARMONY, 0.85 MI (1.37 KM) SOUTH ALONG TRUNK
 AE8079'HIGHWAY 139 FROM THE JUNCTION OF TRUNK HIGHWAY 139 AND TRUNK HIGHWAY
 AE8079'52 IN HARMONY, TO TRUNK HIGHWAY 139 MILE POINT 2.95, THEN 0.05 MI
 AE8079'(0.08 KM) EAST ON GARDEN ROAD, 280.0 FT (85.3 M) EAST OF TRUNK HIGHWAY
 AE8079'139, 31.0 FT (9.4 M) SOUTH OF GARDEN ROAD, 1.7 FT (0.5 M) NORTHWEST OF
 AE8079'THE NORTHWEST CORNER OF A CONCRETE PILLAR, 1.2 FT (0.4 M) NORTH OF A
 AE8079'WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DP6833 ***********************************************************************
 DP6833  DESIGNATION -  2316 C
 DP6833  PID         -  DP6833
 DP6833  STATE/COUNTY-  MN/FILLMORE
 DP6833  COUNTRY     -  US
 DP6833  USGS QUAD   -  HARMONY (2019)
 DP6833
 DP6833                         *CURRENT SURVEY CONTROL
 DP6833  ______________________________________________________________________
 DP6833* NAD 83(1986) POSITION- 43 30 55.00   (N) 092 00 36.59   (W)   HD_HELD1
 DP6833* NAVD 88 ORTHO HEIGHT -   384.704 (meters)     1262.15  (feet) ADJUSTED
 DP6833  ______________________________________________________________________
 DP6833  GEOID HEIGHT    -        -30.250 (meters)                     GEOID18
 DP6833  DYNAMIC HEIGHT  -        384.612 (meters)     1261.85  (feet) COMP
 DP6833  MODELED GRAVITY -    980,370.1   (mgal)                       NAVD 88
 DP6833
 DP6833  VERT ORDER      -  SECOND    CLASS I
 DP6833
 DP6833.The horizontal coordinates were determined by differentially corrected
 DP6833.hand held GPS observations or other comparable positioning techniques
 DP6833.and have an estimated accuracy of +/- 3 meters.
 DP6833
 DP6833.The orthometric height was determined by differential leveling and
 DP6833.adjusted by the NATIONAL GEODETIC SURVEY
 DP6833.in June 2015.
 DP6833
 DP6833.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP6833.GEOID18 height accuracy estimate available here.
 DP6833
 DP6833.Click photographs - Photos may exist for this station.
 DP6833
 DP6833.The dynamic height is computed by dividing the NAVD 88
 DP6833.geopotential number by the normal gravity value computed on the
 DP6833.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP6833.degrees latitude (g = 980.6199 gals.).
 DP6833
 DP6833.The modeled gravity was interpolated from observed gravity values.
 DP6833
 DP6833;                    North         East    Units  Estimated Accuracy
 DP6833;SPC MN S     -   159,213.6     960,885.9     MT  (+/- 3 meters HH1 GPS) 
 DP6833
 DP6833_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWJ8000218513(NAD 83)
 DP6833
 DP6833                          SUPERSEDED SURVEY CONTROL
 DP6833
 DP6833.No superseded survey control is available for this station.
 DP6833
 DP6833_MARKER: I = METAL ROD
 DP6833_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DP6833_STAMPING: 2316 C 2013
 DP6833_MARK LOGO: MNDT
 DP6833_PROJECTION: RECESSED 13 CENTIMETERS
 DP6833_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DP6833_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DP6833_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP6833+SATELLITE: SATELLITE OBSERVATIONS - July 24, 2024
 DP6833_ROD/PIPE-DEPTH: 6.1 meters
 DP6833
 DP6833  HISTORY     - Date     Condition        Report By
 DP6833  HISTORY     - 20130522 MONUMENTED       MNDT
 DP6833  HISTORY     - 20240724 GOOD             MNDT
 DP6833
 DP6833                          STATION DESCRIPTION
 DP6833
 DP6833'DESCRIBED BY MN DEPT OF TRANSP 2013
 DP6833'THE STATION IS LOCATED ABOUT 11.0 MI (17.7 KM) EAST-SOUTHEAST OF
 DP6833'GREENLEAFTON, 4.2 MI (6.8 KM) WEST-SOUTHWEST OF CANTON AND 2.8 MI (4.5
 DP6833'KM) SOUTH OF HARMONY.
 DP6833'
 DP6833'3.0 MILES SOUTH OF HARMONY, 2.9 MI (4.7 KM) SOUTH ALONG TRUNK HIGHWAY
 DP6833'139 FROM THE JUNCTION OF TRUNK HIGHWAY 139 AND TRUNK HIGHWAY 52 INCH
 DP6833'(132 CM) HARMONY, AT TRUNK HIGHWAY 139 MILE POINT 1.0.
 DP6833'
 DP6833'IT IS 127.2 FT (38.8 M) WEST OF TRUNK HIGHWAY 139, 60.4 FT (18.4 M)
 DP6833'NORTH OF COUNTY ROAD 30, 1.5 FT (0.5 M) EAST OF A WITNESS POST.
 DP6833'
 DP6833'THE STATION STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM
 DP6833'ROD DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION REMOVABLE
 DP6833'DISK SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH
 DP6833'PVC PIPE BACK FILLED WITH WASHED SAND.
 DP6833
 DP6833                          STATION RECOVERY (2024)
 DP6833
 DP6833'RECOVERY NOTE BY MN DEPT OF TRANSP 2024 (KMS)
 DP6833'3.0 MI (4.8 KM) SOUTH OF HARMONY, 2.9 MI (4.7 KM) SOUTH ALONG TRUNK
 DP6833'HIGHWAY 139 FROM THE JUNCTION OF TRUNK HIGHWAY 139 AND TRUNK HIGHWAY
 DP6833'52 IN HARMONY, AT TRUNK HIGHWAY 139 MILE POINT 1.0, 127.2 FT (38.8 M)
 DP6833'WEST OF TRUNK HIGHWAY 139, 60.4 FT (18.4 M) NORTH OF COUNTY ROAD 30,
 DP6833'1.5 FT (0.5 M) EAST OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DP6832 ***********************************************************************
 DP6832  DESIGNATION -  2316 D
 DP6832  PID         -  DP6832
 DP6832  STATE/COUNTY-  MN/FILLMORE
 DP6832  COUNTRY     -  US
 DP6832  USGS QUAD   -  HARMONY (2019)
 DP6832
 DP6832                         *CURRENT SURVEY CONTROL
 DP6832  ______________________________________________________________________
 DP6832* NAD 83(1986) POSITION- 43 31 47.01   (N) 092 00 36.16   (W)   HD_HELD1
 DP6832* NAVD 88 ORTHO HEIGHT -   403.050 (meters)     1322.34  (feet) ADJUSTED
 DP6832  ______________________________________________________________________
 DP6832  GEOID HEIGHT    -        -30.248 (meters)                     GEOID18
 DP6832  DYNAMIC HEIGHT  -        402.955 (meters)     1322.03  (feet) COMP
 DP6832  MODELED GRAVITY -    980,370.1   (mgal)                       NAVD 88
 DP6832
 DP6832  VERT ORDER      -  SECOND    CLASS I
 DP6832
 DP6832.The horizontal coordinates were determined by differentially corrected
 DP6832.hand held GPS observations or other comparable positioning techniques
 DP6832.and have an estimated accuracy of +/- 3 meters.
 DP6832
 DP6832.The orthometric height was determined by differential leveling and
 DP6832.adjusted by the NATIONAL GEODETIC SURVEY
 DP6832.in June 2015.
 DP6832
 DP6832.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP6832.GEOID18 height accuracy estimate available here.
 DP6832
 DP6832.Click photographs - Photos may exist for this station.
 DP6832
 DP6832.The dynamic height is computed by dividing the NAVD 88
 DP6832.geopotential number by the normal gravity value computed on the
 DP6832.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP6832.degrees latitude (g = 980.6199 gals.).
 DP6832
 DP6832.The modeled gravity was interpolated from observed gravity values.
 DP6832
 DP6832;                    North         East    Units  Estimated Accuracy
 DP6832;SPC MN S     -   160,818.6     960,856.5     MT  (+/- 3 meters HH1 GPS) 
 DP6832
 DP6832_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWJ7999320118(NAD 83)
 DP6832
 DP6832                          SUPERSEDED SURVEY CONTROL
 DP6832
 DP6832.No superseded survey control is available for this station.
 DP6832
 DP6832_MARKER: I = METAL ROD
 DP6832_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DP6832_STAMPING: 2316 D 2013
 DP6832_MARK LOGO: MNDT
 DP6832_PROJECTION: FLUSH
 DP6832_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DP6832_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DP6832_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP6832+SATELLITE: SATELLITE OBSERVATIONS - July 24, 2024
 DP6832_ROD/PIPE-DEPTH: 7.6 meters
 DP6832
 DP6832  HISTORY     - Date     Condition        Report By
 DP6832  HISTORY     - 20130514 MONUMENTED       MNDT
 DP6832  HISTORY     - 20240724 GOOD             MNDT
 DP6832
 DP6832                          STATION DESCRIPTION
 DP6832
 DP6832'DESCRIBED BY MN DEPT OF TRANSP 2013
 DP6832'THE STATION IS LOCATED ABOUT 10.4 MI (16.7 KM) SOUTH-SOUTHEAST OF
 DP6832'PRESTON, 4.0 MI (6.4 KM) WEST OF CANTON AND 1.8 MI (2.9 KM) SOUTH OF
 DP6832'HARMONY.
 DP6832'
 DP6832'2.0 MILES SOUTH OF HARMONY, 1.9 MI (3.1 KM) SOUTH ALONG TRUNK HIGHWAY
 DP6832'139 FROM THE JUNCTION OF TRUNK HIGHWAY 139 AND TRUNK HIGHWAY 52 INCH
 DP6832'(132 CM) HARMONY, AT TRUNK HIGHWAY 139 MILE POINT 2.0.
 DP6832'
 DP6832'IT IS 72.2 FT (22.0 M) WEST OF TRUNK HIGHWAY 139, 51.4 FT (15.7 M)
 DP6832'NORTH OF 120TH STREET, 1.9 FT (0.6 M) EAST OF A WITNESS POST.
 DP6832'
 DP6832'THE STATION STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM
 DP6832'ROD DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION REMOVABLE
 DP6832'DISK SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH
 DP6832'PVC PIPE BACK FILLED WITH WASHED SAND.
 DP6832
 DP6832                          STATION RECOVERY (2024)
 DP6832
 DP6832'RECOVERY NOTE BY MN DEPT OF TRANSP 2024 (KMS)
 DP6832'2.0 MI (3.2 KM) SOUTH OF HARMONY, 1.9 MI (3.1 KM) SOUTH ALONG TRUNK
 DP6832'HIGHWAY 139 FROM THE JUNCTION OF TRUNK HIGHWAY 139 AND TRUNK HIGHWAY
 DP6832'52 IN HARMONY, AT TRUNK HIGHWAY 139 MILE POINT 2.0, 72.2 FT (22.0 M)
 DP6832'WEST OF TRUNK HIGHWAY 139, 51.4 FT (15.7 M) NORTH OF 120TH STREET, 1.9
 DP6832'FT (0.6 M) EAST OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DP6829 ***********************************************************************
 DP6829  DESIGNATION -  2316 E
 DP6829  PID         -  DP6829
 DP6829  STATE/COUNTY-  MN/FILLMORE
 DP6829  COUNTRY     -  US
 DP6829  USGS QUAD   -  HARMONY (2019)
 DP6829
 DP6829                         *CURRENT SURVEY CONTROL
 DP6829  ______________________________________________________________________
 DP6829* NAD 83(1986) POSITION- 43 33 22.55   (N) 092 00 34.76   (W)   HD_HELD1
 DP6829* NAVD 88 ORTHO HEIGHT -   407.633 (meters)     1337.38  (feet) ADJUSTED
 DP6829  ______________________________________________________________________
 DP6829  GEOID HEIGHT    -        -30.243 (meters)                     GEOID18
 DP6829  DYNAMIC HEIGHT  -        407.537 (meters)     1337.06  (feet) COMP
 DP6829  MODELED GRAVITY -    980,371.0   (mgal)                       NAVD 88
 DP6829
 DP6829  VERT ORDER      -  SECOND    CLASS I
 DP6829
 DP6829.The horizontal coordinates were determined by differentially corrected
 DP6829.hand held GPS observations or other comparable positioning techniques
 DP6829.and have an estimated accuracy of +/- 3 meters.
 DP6829
 DP6829.The orthometric height was determined by differential leveling and
 DP6829.adjusted by the NATIONAL GEODETIC SURVEY
 DP6829.in June 2015.
 DP6829
 DP6829.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP6829.GEOID18 height accuracy estimate available here.
 DP6829
 DP6829.Click photographs - Photos may exist for this station.
 DP6829
 DP6829.The dynamic height is computed by dividing the NAVD 88
 DP6829.geopotential number by the normal gravity value computed on the
 DP6829.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP6829.degrees latitude (g = 980.6199 gals.).
 DP6829
 DP6829.The modeled gravity was interpolated from observed gravity values.
 DP6829
 DP6829;                    North         East    Units  Estimated Accuracy
 DP6829;SPC MN S     -   163,767.2     960,816.2     MT  (+/- 3 meters HH1 GPS) 
 DP6829
 DP6829_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWJ7998923066(NAD 83)
 DP6829
 DP6829                          SUPERSEDED SURVEY CONTROL
 DP6829
 DP6829.No superseded survey control is available for this station.
 DP6829
 DP6829_MARKER: I = METAL ROD
 DP6829_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DP6829_STAMPING: 2316 E 2013
 DP6829_MARK LOGO: MNDT
 DP6829_PROJECTION: RECESSED 5 CENTIMETERS
 DP6829_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DP6829_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DP6829_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP6829+SATELLITE: SATELLITE OBSERVATIONS - July 30, 2024
 DP6829_ROD/PIPE-DEPTH: 7.3 meters
 DP6829
 DP6829  HISTORY     - Date     Condition        Report By
 DP6829  HISTORY     - 20130514 MONUMENTED       MNDT
 DP6829  HISTORY     - 20240730 GOOD             MNDT
 DP6829
 DP6829                          STATION DESCRIPTION
 DP6829
 DP6829'DESCRIBED BY MN DEPT OF TRANSP 2013
 DP6829'THE STATION IS LOCATED ABOUT 8.7 MI (14.0 KM) SOUTH-SOUTHEAST OF
 DP6829'PRESTON, 4.4 MI (7.1 KM) WEST-NORTHWEST OF CANTON AND IN THE TOWN OF
 DP6829'HARMONY, MN.
 DP6829'
 DP6829'IN HARMONY, AT THE JUNCTION OF TRUNK HIGHWAY 52 AND TRUNK HIGHWAY 139
 DP6829'AT HARMONY, AT TRUNK HIGHWAY 139 MILE POINT 3.90.
 DP6829'
 DP6829'IT IS 47.5 FT (14.5 M) SOUTHWEST OF TRUNK HIGHWAY 52, 48.3 FT (14.7 M)
 DP6829'NORTHEAST OF TRUNK HIGHWAY 139, 1.5 FT (0.5 M) NORTHEAST OF A WITNESS
 DP6829'POST.
 DP6829'
 DP6829'THE STATION STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM
 DP6829'ROD DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION REMOVABLE
 DP6829'DISK SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH
 DP6829'PVC PIPE BACK FILLED WITH WASHED SAND.
 DP6829
 DP6829                          STATION RECOVERY (2024)
 DP6829
 DP6829'RECOVERY NOTE BY MN DEPT OF TRANSP 2024 (KMS)
 DP6829'IN HARMONY, AT THE JUNCTION OF TRUNK HIGHWAY 52 AND TRUNK HIGHWAY 139
 DP6829'IN HARMONY, AT TRUNK HIGHWAY 139 MILE POINT 3.90, 47.5 FT (14.5 M)
 DP6829'SOUTHWEST OF TRUNK HIGHWAY 52, 48.3 FT (14.7 M) NORTHEAST OF TRUNK
 DP6829'HIGHWAY 139, 1.5 FT (0.5 M) NORTHEAST OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 OO1538 ***********************************************************************
 OO1538  DESIGNATION -  2317 A
 OO1538  PID         -  OO1538
 OO1538  STATE/COUNTY-  MN/FILLMORE
 OO1538  COUNTRY     -  US
 OO1538  USGS QUAD   -  CHATFIELD (2019)
 OO1538
 OO1538                         *CURRENT SURVEY CONTROL
 OO1538  ______________________________________________________________________
 OO1538* NAD 83(1986) POSITION- 43 50 46.26   (N) 092 11 18.35   (W)   HD_HELD1
 OO1538* NAVD 88 ORTHO HEIGHT -   311.361 (meters)     1021.52  (feet) ADJUSTED
 OO1538  ______________________________________________________________________
 OO1538  GEOID HEIGHT    -        -29.961 (meters)                     GEOID18
 OO1538  DYNAMIC HEIGHT  -        311.303 (meters)     1021.33  (feet) COMP
 OO1538  MODELED GRAVITY -    980,424.4   (mgal)                       NAVD 88
 OO1538
 OO1538  VERT ORDER      -  SECOND    CLASS I
 OO1538
 OO1538.The horizontal coordinates were determined by differentially corrected
 OO1538.hand held GPS observations or other comparable positioning techniques
 OO1538.and have an estimated accuracy of +/- 3 meters.
 OO1538
 OO1538.The orthometric height was determined by differential leveling and
 OO1538.adjusted by the NATIONAL GEODETIC SURVEY
 OO1538.in June 2015.
 OO1538
 OO1538.Significant digits in the geoid height do not necessarily reflect accuracy.
 OO1538.GEOID18 height accuracy estimate available here.
 OO1538
 OO1538.Click photographs - Photos may exist for this station.
 OO1538
 OO1538.The dynamic height is computed by dividing the NAVD 88
 OO1538.geopotential number by the normal gravity value computed on the
 OO1538.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OO1538.degrees latitude (g = 980.6199 gals.).
 OO1538
 OO1538.The modeled gravity was interpolated from observed gravity values.
 OO1538
 OO1538;                    North         East    Units  Estimated Accuracy
 OO1538;SPC MN S     -   195,635.9     945,660.1     MT  (+/- 3 meters HH1 GPS) 
 OO1538
 OO1538_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWJ6523455109(NAD 83)
 OO1538
 OO1538                          SUPERSEDED SURVEY CONTROL
 OO1538
 OO1538  NAVD 88 (06/15/91)  311.358  (m)         1021.51   (f) SUPERSEDED  2 2
 OO1538
 OO1538.Superseded values are not recommended for survey control.
 OO1538
 OO1538.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OO1538.See file dsdata.pdf to determine how the superseded data were derived.
 OO1538
 OO1538_MARKER: DV = VERTICAL CONTROL DISK
 OO1538_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 OO1538_SP_SET: STEP
 OO1538_STAMPING: 2317 A 1979
 OO1538_MARK LOGO: MNHD
 OO1538_PROJECTION: FLUSH
 OO1538_MAGNETIC: N = NO MAGNETIC MATERIAL
 OO1538_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OO1538_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 OO1538+SATELLITE: SATELLITE OBSERVATIONS - August 19, 2024
 OO1538
 OO1538  HISTORY     - Date     Condition        Report By
 OO1538  HISTORY     - 19790401 MONUMENTED       MNDT
 OO1538  HISTORY     - 19910613 GOOD             MNDT
 OO1538  HISTORY     - 20110927 GOOD             MNDT
 OO1538  HISTORY     - 20130402 GOOD             MNDT
 OO1538  HISTORY     - 20230412 GOOD             MNDT
 OO1538  HISTORY     - 20240819 GOOD             MNDT
 OO1538
 OO1538                          STATION DESCRIPTION
 OO1538
 OO1538'DESCRIBED BY MN DEPT OF TRANSP 1979
 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 NORTHWEST 1/4 OF SECTION 5, T104N, R11W.  IT
 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 STEP.
 OO1538
 OO1538                          STATION RECOVERY (1991)
 OO1538
 OO1538'RECOVERY NOTE BY MN DEPT OF TRANSP 1991 (HTS)
 OO1538'RECOVERED IN GOOD CONDITION.  NOTE CHANGES--IN CHATFIELD, IN THE
 OO1538'NORTHWEST 1/4 SECTION 5, T104N, R11W, 0.2 MI (0.3 KM) NORTHWEST ALONG
 OO1538'TH-52 FROM ITS JUNCTION WITH TH-74 AND TH-30, THENCE EAST 250.0 FT
 OO1538'(76.2 M) ALONG FILLMORE SAINT, 76.0 FT (23.2 M) NORTHWEST OF AND 6.5
 OO1538'FT (2.0 M) HIGHER THAN CENTERLINE AND 53.7 FT (16.4 M) NORTHWEST OF
 OO1538'SOUTHEAST FACE OF CURB OF SECOND STREET, 110.5 FT (33.7 M) SOUTHWEST
 OO1538'OF THE CENTERLINE AND 89 FT (27.1 M) SOUTHWEST OF NORTHEAST FACE OF
 OO1538'SOUTHEAST CURB OF FILLMORE STREET, IN TOP STEP 6.5 FT (2.0 M)
 OO1538'SOUTHWEST OF SOUTH ENTRANCE TO CHATFIELD MUNICIPAL BUILDING, 6.0 FT
 OO1538'(1.8 M) SOUTHEAST OF SE WALL OF BUILDING.
 OO1538
 OO1538                          STATION RECOVERY (2011)
 OO1538
 OO1538'RECOVERY NOTE BY MN DEPT OF TRANSP 2011 (KMS)
 OO1538'IN CHATFIELD, ONE BLOCK NORTHWEST AND ONE BLOCK NORTHEAST OF JUNCTION
 OO1538'OF TRUNK HIGHWAY 52 AND TRUNK HIGHWAY 301/TRUNK HIGHWAY 74/3RD STREET
 OO1538'AND MAIN STREET IN CHATFIELD, ON TOP STEP OF SOUTH ENTRANCE OF
 OO1538'MUNICIPAL BUILDING, 89.0 FEET SOUTHWEST OF NORTHEAST FACE OF SOUTHWEST
 OO1538'CURB ON FILLMORE STREET, 53.7 FEET NORTHWEST OF SOUTHEAST FACE OF
 OO1538'NORTHWEST CURB ON SECOND STREET, 6.5 FEET SOUTHWEST OF SOUTH ENTRANCE,
 OO1538'0.6 FOOT SOUTHEAST OF SOUTHEAST WALL OF BUILDING.
 OO1538
 OO1538                          STATION RECOVERY (2013)
 OO1538
 OO1538'RECOVERY NOTE BY MN DEPT OF TRANSP 2013 (JBG)
 OO1538'RECOVERED AS DESCRIBED.
 OO1538
 OO1538                          STATION RECOVERY (2023)
 OO1538
 OO1538'RECOVERY NOTE BY MN DEPT OF TRANSP 2023 (KMS)
 OO1538'RECOVERED AS DESCRIBED.
 OO1538
 OO1538                          STATION RECOVERY (2024)
 OO1538
 OO1538'RECOVERY NOTE BY MN DEPT OF TRANSP 2024 (KMS)
 OO1538'IN CHATFIELD, 0.1 MI (0.2 KM) NORTHWEST ALONG TRUNK HIGHWAY 52 FROM
 OO1538'THE SOUTH JUNCTION OF TRUNK HIGHWAY 52 AND TRUNK HIGHWAY 30 IN
 OO1538'CHATFIELD, THEN 0.05 MI (0.08 KM) NORTHEAST ON SECOND STREET
 OO1538'SOUTHEAST, ON THE TOP STEP OF THE SOUTH ENTRANCE OF A MUNICIPAL
 OO1538'BUILDING, 89.0 FT (27.1 M) SOUTHWEST OF THE NORTHEAST FACE OF THE
 OO1538'SOUTHWEST CURB ON FILLMORE STREET, 53.7 FT (16.4 M) NORTHWEST OF THE
 OO1538'SOUTHEAST FACE OF THE NORTHWEST CURB ON SECOND STREET, 6.5 FT (2.0 M)
 OO1538'SOUTHWEST OF THE SOUTH ENTRANCE, 0.6 FT (18 CM) SOUTHEAST OF THE
 OO1538'SOUTHEAST WALL OF A BUILDING.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DP6799 ***********************************************************************
 DP6799  DESIGNATION -  2318 A RESET
 DP6799  PID         -  DP6799
 DP6799  STATE/COUNTY-  MN/FILLMORE
 DP6799  COUNTRY     -  US
 DP6799  USGS QUAD   -  WYKOFF (2019)
 DP6799
 DP6799                         *CURRENT SURVEY CONTROL
 DP6799  ______________________________________________________________________
 DP6799* NAD 83(1986) POSITION- 43 41 47.28   (N) 092 16 11.67   (W)   HD_HELD1
 DP6799* NAVD 88 ORTHO HEIGHT -   404.046 (meters)     1325.61  (feet) ADJUSTED
 DP6799  ______________________________________________________________________
 DP6799  GEOID HEIGHT    -        -30.122 (meters)                     GEOID18
 DP6799  DYNAMIC HEIGHT  -        403.952 (meters)     1325.30  (feet) COMP
 DP6799  MODELED GRAVITY -    980,376.0   (mgal)                       NAVD 88
 DP6799
 DP6799  VERT ORDER      -  SECOND    CLASS I
 DP6799
 DP6799.The horizontal coordinates were determined by differentially corrected
 DP6799.hand held GPS observations or other comparable positioning techniques
 DP6799.and have an estimated accuracy of +/- 3 meters.
 DP6799
 DP6799.The orthometric height was determined by differential leveling and
 DP6799.adjusted by the NATIONAL GEODETIC SURVEY
 DP6799.in June 2015.
 DP6799
 DP6799.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP6799.GEOID18 height accuracy estimate available here.
 DP6799
 DP6799.Click photographs - Photos may exist for this station.
 DP6799
 DP6799.The dynamic height is computed by dividing the NAVD 88
 DP6799.geopotential number by the normal gravity value computed on the
 DP6799.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP6799.degrees latitude (g = 980.6199 gals.).
 DP6799
 DP6799.The modeled gravity was interpolated from observed gravity values.
 DP6799
 DP6799;                    North         East    Units  Estimated Accuracy
 DP6799;SPC MN S     -   178,863.0     939,461.9     MT  (+/- 3 meters HH1 GPS) 
 DP6799
 DP6799_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWJ5883238419(NAD 83)
 DP6799
 DP6799                          SUPERSEDED SURVEY CONTROL
 DP6799
 DP6799.No superseded survey control is available for this station.
 DP6799
 DP6799_MARKER: I = METAL ROD
 DP6799_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DP6799_STAMPING: 2318 A RESET 2013
 DP6799_MARK LOGO: MNDT
 DP6799_PROJECTION: RECESSED 3 CENTIMETERS
 DP6799_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DP6799_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DP6799+SATELLITE: SATELLITE OBSERVATIONS - August 20, 2024
 DP6799_ROD/PIPE-DEPTH: 3.6 meters
 DP6799
 DP6799  HISTORY     - Date     Condition        Report By
 DP6799  HISTORY     - 20130410 MONUMENTED       MNDT
 DP6799  HISTORY     - 20240820 GOOD             MNDT
 DP6799
 DP6799                          STATION DESCRIPTION
 DP6799
 DP6799'DESCRIBED BY MN DEPT OF TRANSP 2013
 DP6799'THE STATION IS LOCATED ABOUT 6.5 MI (10.5 KM) SOUTH-SOUTHEAST OF
 DP6799'WASHINGTON, 6.0 MI (9.7 KM) EAST OF SPRING VALLEY AND 0.7 MI (1.1 KM)
 DP6799'SOUTH OF WYKOFF.
 DP6799'
 DP6799'0.8 MILE SOUTH OF WYKOFF, 0.5 MI (0.8 KM) NORTH ALONG TRUNK HIGHWAY 80
 DP6799'FROM THE JUNCTION OF TRUNK HIGHWAY 80 AND TRUNK HIGHWAY 16, AT TRUNK
 DP6799'HIGHWAY 80 MILE POINT 0.5.
 DP6799'
 DP6799'IT IS 54.2 FT (16.5 M) WEST OF TRUNK HIGHWAY 80, 12.0 FT (3.7 M) NORTH
 DP6799'OF A FIELD ENTRANCE, 1.0 FT (0.3 M) EAST OF A WITNESS POST.
 DP6799'
 DP6799'NOTE- ROD DEPTH UNKNOWN.
 DP6799
 DP6799                          STATION RECOVERY (2024)
 DP6799
 DP6799'RECOVERY NOTE BY MN DEPT OF TRANSP 2024 (KMS)
 DP6799'0.8 MI (1.3 KM) SOUTH OF WYKOFF, 0.5 MI (0.8 KM) NORTH ALONG TRUNK
 DP6799'HIGHWAY 80 FROM THE JUNCTION OF TRUNK HIGHWAY 80 AND TRUNK HIGHWAY 16,
 DP6799'AT TRUNK HIGHWAY 80 MILE POINT 0.5, 54.2 FT (16.5 M) WEST OF TRUNK
 DP6799'HIGHWAY 80, 12.0 FT (3.7 M) NORTH OF A FIELD ENTRANCE, 1.0 FT (0.3 M)
 DP6799'EAST OF A WITNESS POST.  THE ROD DEPTH IS UNKNOWN.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 OO0851 ***********************************************************************
 OO0851  DESIGNATION -  2318 B
 OO0851  PID         -  OO0851
 OO0851  STATE/COUNTY-  MN/FILLMORE
 OO0851  COUNTRY     -  US
 OO0851  USGS QUAD   -  WYKOFF (2019)
 OO0851
 OO0851                         *CURRENT SURVEY CONTROL
 OO0851  ______________________________________________________________________
 OO0851* NAD 83(1996) POSITION- 43 42 37.50198(N) 092 15 18.33995(W)   ADJUSTED
 OO0851* NAVD 88 ORTHO HEIGHT -   403.494 (meters)     1323.80  (feet) ADJUSTED
 OO0851  ______________________________________________________________________
 OO0851  GEOID HEIGHT    -        -30.101 (meters)                     GEOID18
 OO0851  LAPLACE CORR    -         -1.72  (seconds)                    DEFLEC18
 OO0851  DYNAMIC HEIGHT  -        403.402 (meters)     1323.49  (feet) COMP
 OO0851  MODELED GRAVITY -    980,380.3   (mgal)                       NAVD 88
 OO0851
 OO0851  HORZ ORDER      -  SECOND
 OO0851  VERT ORDER      -  SECOND    CLASS I
 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 orthometric height was determined by differential leveling and
 OO0851.adjusted by the NATIONAL GEODETIC SURVEY
 OO0851.in June 2015.
 OO0851
 OO0851.Significant digits in the geoid height do not necessarily reflect accuracy.
 OO0851.GEOID18 height accuracy estimate available here.
 OO0851
 OO0851.Click photographs - Photos may exist for this station.
 OO0851
 OO0851.The Laplace correction was computed from DEFLEC18 derived deflections.
 OO0851
 OO0851.The dynamic height is computed by dividing the NAVD 88
 OO0851.geopotential number by the normal gravity value computed on the
 OO0851.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OO0851.degrees latitude (g = 980.6199 gals.).
 OO0851
 OO0851.The modeled gravity was interpolated from observed gravity values.
 OO0851
 OO0851. The following values were computed from the NAD 83(1996) position.
 OO0851
 OO0851;                    North         East     Units Scale Factor Converg.
 OO0851;SPC MN S     -   180,438.038   940,622.785   MT  1.00001660   +1 13 23.0
 OO0851;SPC MN S     -   591,987.13  3,086,026.59   sFT  1.00001660   +1 13 23.0
 OO0851;UTM  15      - 4,839,979.916   560,011.928   MT  0.99964430   +0 30 53.1
 OO0851
 OO0851!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OO0851!SPC MN S     -   0.99994145  x   1.00001660  =   0.99995805
 OO0851!UTM  15      -   0.99994145  x   0.99964430  =   0.99958577
 OO0851
 OO0851_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWJ6001139979(NAD 83)
 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
 OO0851.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OO0851.See file dsdata.pdf to determine how the superseded data were derived.
 OO0851
 OO0851_MARKER: DV = VERTICAL CONTROL DISK
 OO0851_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 OO0851_STAMPING: 2318-B 1975
 OO0851_MARK LOGO: MNHD
 OO0851_PROJECTION: PROJECTING 8 CENTIMETERS
 OO0851_MAGNETIC: I = MARKER IS A STEEL ROD
 OO0851_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OO0851_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OO0851+SATELLITE: SATELLITE OBSERVATIONS - August 20, 2024
 OO0851
 OO0851  HISTORY     - Date     Condition        Report By
 OO0851  HISTORY     - 19750401 MONUMENTED       MNHD
 OO0851  HISTORY     - 1981     GOOD             MNDT
 OO0851  HISTORY     - 20130410 GOOD             MNDT
 OO0851  HISTORY     - 20201208 GOOD             MNDT
 OO0851  HISTORY     - 20240820 GOOD             MNDT
 OO0851
 OO0851                          STATION DESCRIPTION
 OO0851
 OO0851'DESCRIBED BY MN HIGHWAY DEPT 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.
 OO0851
 OO0851                          STATION RECOVERY (2013)
 OO0851
 OO0851'RECOVERY NOTE BY MN DEPT OF TRANSP 2013 (JBG)
 OO0851'THE STATION IS LOCATED ABOUT 6.3 MI (10.1 KM) WEST-SOUTHWEST OF
 OO0851'FOUNTAIN, 6.2 MI (10.0 KM) SOUTHEAST OF WASHINGTON AND 0.7 MI (1.1 KM)
 OO0851'EAST-NORTHEAST OF WYKOFF.
 OO0851'
 OO0851'0.5 MILE EAST OF WYKOFF, 0.7 MI (1.1 KM) EAST ALONG TRUNK HIGHWAY 80
 OO0851'FROM THE JUNCTION OF TRUNK HIGHWAY 80 AND COUNTY ROAD 5 INCH (13 CM)
 OO0851'WYKOFF, AT TRUNK HIGHWAY 80 MILE POINT 2.10, AT THE JUNCTION OF TRUNK
 OO0851'HIGHWAY 80 AND MULLIGAN ROAD EXTENDED.
 OO0851'
 OO0851'IT IS 73.5 FT (22.4 M) SOUTH OF TRUNK HIGHWAY 80, 3.2 FT (1.0 M) NORTH
 OO0851'OF A FENCE CORNER POST, 3.0 FT (0.9 M) NORTHWEST OF RIGHT-OF-WAY SIGN,
 OO0851'1.0 FT (0.3 M) NORTH OF A WITNESS POST.
 OO0851'
 OO0851'NOTE-ROD DEPTH UNKNOWN.
 OO0851
 OO0851                          STATION RECOVERY (2020)
 OO0851
 OO0851'RECOVERY NOTE BY MN DEPT OF TRANSP 2020 (KMS)
 OO0851'RECOVERED IN GOOD CONDITION.
 OO0851
 OO0851                          STATION RECOVERY (2024)
 OO0851
 OO0851'RECOVERY NOTE BY MN DEPT OF TRANSP 2024 (RMJ)
 OO0851'0.5 MI (0.8 KM) EAST OF WYKOFF, 0.7 MI (1.1 KM) EAST ALONG TRUNK
 OO0851'HIGHWAY 80 FROM THE JUNCTION OF TRUNK HIGHWAY 80 AND COUNTY ROAD 5 IN
 OO0851'WYKOFF, AT TRUNK HIGHWAY 80 MILE POINT 2.10, AT THE JUNCTION OF TRUNK
 OO0851'HIGHWAY 80 AND MULLIGAN ROAD EXTENDED, 73.5 FT (22.4 M) SOUTH OF TRUNK
 OO0851'HIGHWAY 80, 3.2 FT (1.0 M) NORTH OF A FENCE CORNER POST, 3.0 FT (0.9
 OO0851'M) NORTHWEST OF A RIGHT-OF-WAY SIGN, 1.0 FT (0.3 M) NORTH OF A WITNESS
 OO0851'POST.  THE ROD DEPTH IS UNKNOWN.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 OO0836 ***********************************************************************
 OO0836  DESIGNATION -  2318 C
 OO0836  PID         -  OO0836
 OO0836  STATE/COUNTY-  MN/FILLMORE
 OO0836  COUNTRY     -  US
 OO0836  USGS QUAD   -  FOUNTAIN (2019)
 OO0836
 OO0836                         *CURRENT SURVEY CONTROL
 OO0836  ______________________________________________________________________
 OO0836* NAD 83(1996) POSITION- 43 42 36.21353(N) 092 14 23.42252(W)   ADJUSTED
 OO0836* NAVD 88 ORTHO HEIGHT -   404.399 (meters)     1326.77  (feet) ADJUSTED
 OO0836  ______________________________________________________________________
 OO0836  GEOID HEIGHT    -        -30.113 (meters)                     GEOID18
 OO0836  LAPLACE CORR    -         -1.85  (seconds)                    DEFLEC18
 OO0836  DYNAMIC HEIGHT  -        404.307 (meters)     1326.46  (feet) COMP
 OO0836  MODELED GRAVITY -    980,380.6   (mgal)                       NAVD 88
 OO0836
 OO0836  HORZ ORDER      -  SECOND
 OO0836  VERT ORDER      -  SECOND    CLASS I
 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 orthometric height was determined by differential leveling and
 OO0836.adjusted by the NATIONAL GEODETIC SURVEY
 OO0836.in June 2015.
 OO0836
 OO0836.Significant digits in the geoid height do not necessarily reflect accuracy.
 OO0836.GEOID18 height accuracy estimate available here.
 OO0836
 OO0836.Click photographs - Photos may exist for this station.
 OO0836
 OO0836.The Laplace correction was computed from DEFLEC18 derived deflections.
 OO0836
 OO0836.The dynamic height is computed by dividing the NAVD 88
 OO0836.geopotential number by the normal gravity value computed on the
 OO0836.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OO0836.degrees latitude (g = 980.6199 gals.).
 OO0836
 OO0836.The modeled gravity was interpolated from observed gravity values.
 OO0836
 OO0836. The following values were computed from the NAD 83(1996) position.
 OO0836
 OO0836;                    North         East     Units Scale Factor Converg.
 OO0836;SPC MN S     -   180,424.639   941,852.847   MT  1.00001668   +1 14 01.5
 OO0836;SPC MN S     -   591,943.17  3,090,062.22   sFT  1.00001668   +1 14 01.5
 OO0836;UTM  15      - 4,839,951.321   561,241.274   MT  0.99964613   +0 31 31.1
 OO0836
 OO0836!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OO0836!SPC MN S     -   0.99994131  x   1.00001668  =   0.99995799
 OO0836!UTM  15      -   0.99994131  x   0.99964613  =   0.99958746
 OO0836
 OO0836_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWJ6124139951(NAD 83)
 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
 OO0836.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OO0836.See file dsdata.pdf to determine how the superseded data were derived.
 OO0836
 OO0836_MARKER: DV = VERTICAL CONTROL DISK
 OO0836_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 OO0836_STAMPING: 2318-C 1975
 OO0836_MARK LOGO: MNHD
 OO0836_PROJECTION: RECESSED 5 CENTIMETERS
 OO0836_MAGNETIC: I = MARKER IS A STEEL ROD
 OO0836_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OO0836_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OO0836+SATELLITE: SATELLITE OBSERVATIONS - August 20, 2024
 OO0836
 OO0836  HISTORY     - Date     Condition        Report By
 OO0836  HISTORY     - 19750401 MONUMENTED       MNHD
 OO0836  HISTORY     - 1981     GOOD             MNDT
 OO0836  HISTORY     - 20130410 GOOD             MNDT
 OO0836  HISTORY     - 20240820 GOOD             MNDT
 OO0836
 OO0836                          STATION DESCRIPTION
 OO0836
 OO0836'DESCRIBED BY MN HIGHWAY DEPT 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.
 OO0836
 OO0836                          STATION RECOVERY (2013)
 OO0836
 OO0836'RECOVERY NOTE BY MN DEPT OF TRANSP 2013 (JBG)
 OO0836'THE STATION IS LOCATED ABOUT 6.7 MI (10.8 KM) SOUTHEAST OF WASHINGTON,
 OO0836'5.6 MI (9.0 KM) WEST-SOUTHWEST OF FOUNTAIN AND 1.4 MI (2.3 KM) EAST OF
 OO0836'WYKOFF.
 OO0836'
 OO0836'1.5 MILES EAST OF WYKOFF, 1.45 MI (2.3 KM) EAST ALONG TRUNK HIGHWAY 80
 OO0836'FROM THE JUNCTION OF TRUNK HIGHWAY 80 AND COUNTY ROAD 5, AT TRUNK
 OO0836'HIGHWAY 80 MILE POINT 2.80, AT THE JUNCTION OF TRUNK HIGHWAY 80 AND
 OO0836'205TH AVENUE.
 OO0836'
 OO0836'IT IS 172.0 FT (52.4 M) SOUTH OF TRUNK HIGHWAY 80, 36.0 FT (11.0 M)
 OO0836'EAST OF 205TH AVENUE, 7.0 FT (2.1 M) NORTH OF POWER POLE, 1.0 FT (0.3
 OO0836'M) WEST OF A WITNESS POST.
 OO0836
 OO0836                          STATION RECOVERY (2024)
 OO0836
 OO0836'RECOVERY NOTE BY MN DEPT OF TRANSP 2024 (RMJ)
 OO0836'1.5 MI (2.4 KM) EAST OF WYKOFF, 1.45 MI (2.33 KM) EAST ALONG TRUNK
 OO0836'HIGHWAY 80 FROM THE JUNCTION OF TRUNK HIGHWAY 80 AND COUNTY ROAD 5, AT
 OO0836'TRUNK HIGHWAY 80 MILE POINT 2.80, AT THE JUNCTION OF TRUNK HIGHWAY 80
 OO0836'AND 205TH AVENUE, 172.0 FT (52.4 M) SOUTH OF TRUNK HIGHWAY 80, 36.0 FT
 OO0836'(11.0 M) EAST OF 205TH AVENUE, 7.0 FT (2.1 M) NORTH OF A POWER POLE,
 OO0836'1.0 FT (0.3 M) WEST OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DP6803 ***********************************************************************
 DP6803  DESIGNATION -  2318 G
 DP6803  PID         -  DP6803
 DP6803  STATE/COUNTY-  MN/FILLMORE
 DP6803  COUNTRY     -  US
 DP6803  USGS QUAD   -  FOUNTAIN (2019)
 DP6803
 DP6803                         *CURRENT SURVEY CONTROL
 DP6803  ______________________________________________________________________
 DP6803* NAD 83(1986) POSITION- 43 43 01.91   (N) 092 12 15.80   (W)   HD_HELD1
 DP6803* NAVD 88 ORTHO HEIGHT -   399.446 (meters)     1310.52  (feet) ADJUSTED
 DP6803  ______________________________________________________________________
 DP6803  GEOID HEIGHT    -        -30.121 (meters)                     GEOID18
 DP6803  DYNAMIC HEIGHT  -        399.357 (meters)     1310.22  (feet) COMP
 DP6803  MODELED GRAVITY -    980,383.9   (mgal)                       NAVD 88
 DP6803
 DP6803  VERT ORDER      -  SECOND    CLASS I
 DP6803
 DP6803.The horizontal coordinates were determined by differentially corrected
 DP6803.hand held GPS observations or other comparable positioning techniques
 DP6803.and have an estimated accuracy of +/- 3 meters.
 DP6803
 DP6803.The orthometric height was determined by differential leveling and
 DP6803.adjusted by the NATIONAL GEODETIC SURVEY
 DP6803.in June 2015.
 DP6803
 DP6803.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP6803.GEOID18 height accuracy estimate available here.
 DP6803
 DP6803.Click photographs - Photos may exist for this station.
 DP6803
 DP6803.The dynamic height is computed by dividing the NAVD 88
 DP6803.geopotential number by the normal gravity value computed on the
 DP6803.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP6803.degrees latitude (g = 980.6199 gals.).
 DP6803
 DP6803.The modeled gravity was interpolated from observed gravity values.
 DP6803
 DP6803;                    North         East    Units  Estimated Accuracy
 DP6803;SPC MN S     -   181,279.7     944,692.0     MT  (+/- 3 meters HH1 GPS) 
 DP6803
 DP6803_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWJ6408940770(NAD 83)
 DP6803
 DP6803                          SUPERSEDED SURVEY CONTROL
 DP6803
 DP6803.No superseded survey control is available for this station.
 DP6803
 DP6803_MARKER: DV = VERTICAL CONTROL DISK
 DP6803_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 DP6803_STAMPING: 2318-G 1975
 DP6803_MARK LOGO: MNHD
 DP6803_PROJECTION: RECESSED 5 CENTIMETERS
 DP6803_MAGNETIC: I = MARKER IS A STEEL ROD
 DP6803_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DP6803_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP6803+SATELLITE: SATELLITE OBSERVATIONS - August 20, 2024
 DP6803
 DP6803  HISTORY     - Date     Condition        Report By
 DP6803  HISTORY     - 19750401 MONUMENTED       MNHD
 DP6803  HISTORY     - 20130410 GOOD             MNDT
 DP6803  HISTORY     - 20201208 GOOD             MNDT
 DP6803  HISTORY     - 20240820 GOOD             MNDT
 DP6803
 DP6803                          STATION DESCRIPTION
 DP6803
 DP6803'DESCRIBED BY MN DEPT OF TRANSP 2013 (KMS)
 DP6803'THE STATION IS LOCATED ABOUT 6.9 MI (11.1 KM) WEST-NORTHWEST OF
 DP6803'PRESTON, 3.8 MI (6.1 KM) WEST-SOUTHWEST OF FOUNTAIN AND 3.3 MI (5.3
 DP6803'KM) EAST-NORTHEAST OF WYKOFF.
 DP6803'
 DP6803'3.8 MI WEST-SOUTHWEST OF FOUNTAIN, 3.5 MI (5.6 KM) WEST-SOUTHWEST
 DP6803'ALONG TRUNK HIGHWAY 80 FROM THE JUNCTION OF TRUNK HIGHWAY 80 AND TRUNK
 DP6803'HIGHWAY 52 INCH (132 CM) FOUNTAIN, AT TRUNK HIGHWAY 80 MILE POINT
 DP6803'4.85.
 DP6803'
 DP6803'IT IS 72.0 FT (21.9 M) SOUTH OF TRUNK HIGHWAY 80, 3.0 FT (0.9 M)
 DP6803'NORTHEAST OF CORNER FENCE POST, 1.0 FT (0.3 M) NORTH OF A WITNESS
 DP6803'POST.
 DP6803'
 DP6803'NOTE-ROD DEPTH UNKNOWN.
 DP6803
 DP6803                          STATION RECOVERY (2020)
 DP6803
 DP6803'RECOVERY NOTE BY MN DEPT OF TRANSP 2020 (KMS)
 DP6803'RECOVERED IN GOOD CONDITION.
 DP6803
 DP6803                          STATION RECOVERY (2024)
 DP6803
 DP6803'RECOVERY NOTE BY MN DEPT OF TRANSP 2024 (RMJ)
 DP6803'3.8 MI (6.1 KM) WEST-SOUTHWEST OF FOUNTAIN, 3.5 MI (5.6 KM)
 DP6803'WEST-SOUTHWEST ALONG TRUNK HIGHWAY 80 FROM THE JUNCTION OF TRUNK
 DP6803'HIGHWAY 80 AND TRUNK HIGHWAY 52 IN FOUNTAIN, AT TRUNK HIGHWAY 80 MILE
 DP6803'POINT 4.85, 72.0 FT (21.9 M) SOUTH OF TRUNK HIGHWAY 80, 3.0 FT (0.9 M)
 DP6803'NORTHEAST OF A CORNER FENCE POST, 1.0 FT (0.3 M) NORTH OF A WITNESS
 DP6803'POST.  THE ROD DEPTH IS UNKNOWN.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 OO1511 ***********************************************************************
 OO1511  DESIGNATION -  2318 K
 OO1511  PID         -  OO1511
 OO1511  STATE/COUNTY-  MN/FILLMORE
 OO1511  COUNTRY     -  US
 OO1511  USGS QUAD   -  FOUNTAIN (2019)
 OO1511
 OO1511                         *CURRENT SURVEY CONTROL
 OO1511  ______________________________________________________________________
 OO1511* NAD 83(1986) POSITION- 43 43 41.13   (N) 092 09 32.72   (W)   HD_HELD1
 OO1511* NAVD 88 ORTHO HEIGHT -   386.565 (meters)     1268.26  (feet) ADJUSTED
 OO1511  ______________________________________________________________________
 OO1511  GEOID HEIGHT    -        -30.125 (meters)                     GEOID18
 OO1511  DYNAMIC HEIGHT  -        386.480 (meters)     1267.98  (feet) COMP
 OO1511  MODELED GRAVITY -    980,388.0   (mgal)                       NAVD 88
 OO1511
 OO1511  VERT ORDER      -  SECOND    CLASS I
 OO1511
 OO1511.The horizontal coordinates were determined by differentially corrected
 OO1511.hand held GPS observations or other comparable positioning techniques
 OO1511.and have an estimated accuracy of +/- 3 meters.
 OO1511
 OO1511.The orthometric height was determined by differential leveling and
 OO1511.adjusted by the NATIONAL GEODETIC SURVEY
 OO1511.in June 2015.
 OO1511
 OO1511.Significant digits in the geoid height do not necessarily reflect accuracy.
 OO1511.GEOID18 height accuracy estimate available here.
 OO1511
 OO1511.Click photographs - Photos may exist for this station.
 OO1511
 OO1511.The dynamic height is computed by dividing the NAVD 88
 OO1511.geopotential number by the normal gravity value computed on the
 OO1511.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OO1511.degrees latitude (g = 980.6199 gals.).
 OO1511
 OO1511.The modeled gravity was interpolated from observed gravity values.
 OO1511
 OO1511;                    North         East    Units  Estimated Accuracy
 OO1511;SPC MN S     -   182,571.0     948,314.4     MT  (+/- 3 meters HH1 GPS) 
 OO1511
 OO1511_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWJ6772642016(NAD 83)
 OO1511
 OO1511                          SUPERSEDED SURVEY CONTROL
 OO1511
 OO1511  NAVD 88 (06/15/91)  386.556  (m)         1268.23   (f) SUPERSEDED  2 1
 OO1511
 OO1511.Superseded values are not recommended for survey control.
 OO1511
 OO1511.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OO1511.See file dsdata.pdf to determine how the superseded data were derived.
 OO1511
 OO1511_MARKER: DV = VERTICAL CONTROL DISK
 OO1511_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 OO1511+WITH SETTING: INFORMATION.
 OO1511_STAMPING: 2318-K 1975
 OO1511_MARK LOGO: MNHD
 OO1511_PROJECTION: PROJECTING 10 CENTIMETERS
 OO1511_MAGNETIC: I = MARKER IS A STEEL ROD
 OO1511_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OO1511_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OO1511+SATELLITE: SATELLITE OBSERVATIONS - August 20, 2024
 OO1511
 OO1511  HISTORY     - Date     Condition        Report By
 OO1511  HISTORY     - 19750401 MONUMENTED       MNHD
 OO1511  HISTORY     - 20130422 GOOD             MNDT
 OO1511  HISTORY     - 20240820 GOOD             MNDT
 OO1511
 OO1511                          STATION DESCRIPTION
 OO1511
 OO1511'DESCRIBED BY MN HIGHWAY DEPT 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.
 OO1511
 OO1511                          STATION RECOVERY (2013)
 OO1511
 OO1511'RECOVERY NOTE BY MN DEPT OF TRANSP 2013 (KMS)
 OO1511'THE STATION IS LOCATED ABOUT 5.6 MI (9.0 KM) EAST-NORTHEAST OF WYKOFF,
 OO1511'5.5 MI (8.8 KM) NORTHWEST OF PRESTON AND 1.4 MI (2.3 KM) SOUTHWEST OF
 OO1511'FOUNTAIN.
 OO1511'
 OO1511'1.4 MILES SOUTHWEST OF FOUNTAIN, 1.2 MI (1.9 KM) SOUTHWEST ALONG TRUNK
 OO1511'HIGHWAY 80 FROM THE JUNCTION OF TRUNK HIGHWAY 80 AND TRUNK HIGHWAY 52
 OO1511'INCH (132 CM) FOUNTAIN TO TRUNK HIGHWAY 80 MILE POINT 7.2, THEN 0.05
 OO1511'MI (0.1 KM) SOUTH ON 245TH AVENUE.
 OO1511'
 OO1511'IT IS 42.0 FT (12.8 M) EAST OF 245TH AVENUE, 3.0 FT (0.9 M) SOUTHWEST
 OO1511'OF CORNER FENCE POST, 1.0 FT (0.3 M) NORTH OF A WITNESS POST.
 OO1511
 OO1511                          STATION RECOVERY (2024)
 OO1511
 OO1511'RECOVERY NOTE BY MN DEPT OF TRANSP 2024 (RMJ)
 OO1511'1.4 MI (2.3 KM) SOUTHWEST OF FOUNTAIN, 1.2 MI (1.9 KM) SOUTHWEST ALONG
 OO1511'TRUNK HIGHWAY 80 FROM THE JUNCTION OF TRUNK HIGHWAY 80 AND TRUNK
 OO1511'HIGHWAY 52 IN FOUNTAIN, TO TRUNK HIGHWAY 80 MILE POINT 7.2, THEN 0.05
 OO1511'MI (0.08 KM) SOUTH ON 245TH AVENUE, 42.0 FT (12.8 M) EAST OF 245TH
 OO1511'AVENUE, 3.0 FT (0.9 M) SOUTHWEST OF A CORNER FENCE POST, 1.0 FT (0.3
 OO1511'M) NORTH OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DP6801 ***********************************************************************
 DP6801  DESIGNATION -  2318 N
 DP6801  PID         -  DP6801
 DP6801  STATE/COUNTY-  MN/FILLMORE
 DP6801  COUNTRY     -  US
 DP6801  USGS QUAD   -  FOUNTAIN (2019)
 DP6801
 DP6801                         *CURRENT SURVEY CONTROL
 DP6801  ______________________________________________________________________
 DP6801* NAD 83(1986) POSITION- 43 42 36.35   (N) 092 13 10.79   (W)   HD_HELD1
 DP6801* NAVD 88 ORTHO HEIGHT -   397.370 (meters)     1303.70  (feet) ADJUSTED
 DP6801  ______________________________________________________________________
 DP6801  GEOID HEIGHT    -        -30.128 (meters)                     GEOID18
 DP6801  DYNAMIC HEIGHT  -        397.280 (meters)     1303.41  (feet) COMP
 DP6801  MODELED GRAVITY -    980,381.2   (mgal)                       NAVD 88
 DP6801
 DP6801  VERT ORDER      -  SECOND    CLASS I
 DP6801
 DP6801.The horizontal coordinates were determined by differentially corrected
 DP6801.hand held GPS observations or other comparable positioning techniques
 DP6801.and have an estimated accuracy of +/- 3 meters.
 DP6801
 DP6801.The orthometric height was determined by differential leveling and
 DP6801.adjusted by the NATIONAL GEODETIC SURVEY
 DP6801.in June 2015.
 DP6801
 DP6801.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP6801.GEOID18 height accuracy estimate available here.
 DP6801
 DP6801.Click photographs - Photos may exist for this station.
 DP6801
 DP6801.The dynamic height is computed by dividing the NAVD 88
 DP6801.geopotential number by the normal gravity value computed on the
 DP6801.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP6801.degrees latitude (g = 980.6199 gals.).
 DP6801
 DP6801.The modeled gravity was interpolated from observed gravity values.
 DP6801
 DP6801;                    North         East    Units  Estimated Accuracy
 DP6801;SPC MN S     -   180,464.1     943,478.5     MT  (+/- 3 meters HH1 GPS) 
 DP6801
 DP6801_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWJ6286639970(NAD 83)
 DP6801
 DP6801                          SUPERSEDED SURVEY CONTROL
 DP6801
 DP6801.No superseded survey control is available for this station.
 DP6801
 DP6801_MARKER: DV = VERTICAL CONTROL DISK
 DP6801_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 DP6801_STAMPING: 2318 N
 DP6801_MARK LOGO: MNHD
 DP6801_PROJECTION: RECESSED 8 CENTIMETERS
 DP6801_MAGNETIC: I = MARKER IS A STEEL ROD
 DP6801_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DP6801_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP6801+SATELLITE: SATELLITE OBSERVATIONS - August 20, 2024
 DP6801
 DP6801  HISTORY     - Date     Condition        Report By
 DP6801  HISTORY     - 19750401 MONUMENTED       MNHD
 DP6801  HISTORY     - 20130422 GOOD             MNDT
 DP6801  HISTORY     - 20240820 GOOD             MNDT
 DP6801
 DP6801                          STATION DESCRIPTION
 DP6801
 DP6801'DESCRIBED BY MN DEPT OF TRANSP 2013 (KMS)
 DP6801'THE STATION IS LOCATED ABOUT 7.4 MI (11.9 KM) WEST-NORTHWEST OF
 DP6801'PRESTON, 4.7 MI (7.6 KM) WEST-SOUTHWEST OF FOUNTAIN AND 2.4 MI (3.9
 DP6801'KM) EAST OF WYKOFF.
 DP6801'
 DP6801'4.6 MILES SOUTHWEST OF FOUNTAIN, 4.6 MI (7.4 KM) WEST-SOUTHWEST ALONG
 DP6801'TRUNK HIGHWAY 80 FROM THE JUNCTION OF TRUNK HIGHWAY 80 AND TRUNK
 DP6801'HIGHWAY 52 INCH (132 CM) FOUNTAIN, AT TRUNK HIGHWAY 80 MILE POINT
 DP6801'3.85.
 DP6801'
 DP6801'IT IS 100.0 FT (30.5 M) SOUTH OF TRUNK HIGHWAY 80, 4.0 FT (1.2 M)
 DP6801'NORTHWEST OF POWER POLE, 1.0 FT (0.3 M) NORTHEAST OF A FENCE POST, 1.0
 DP6801'FT (0.3 M) NORTHWEST OF RIGHT-OF-WAY AND WITNESS POST.
 DP6801'
 DP6801'NOTE-ROD DEPTH UNKNOWN.
 DP6801
 DP6801                          STATION RECOVERY (2024)
 DP6801
 DP6801'RECOVERY NOTE BY MN DEPT OF TRANSP 2024 (RMJ)
 DP6801'4.6 MI (7.4 KM) SOUTHWEST OF FOUNTAIN, 4.6 MI (7.4 KM) WEST-SOUTHWEST
 DP6801'ALONG TRUNK HIGHWAY 80 FROM THE JUNCTION OF TRUNK HIGHWAY 80 AND TRUNK
 DP6801'HIGHWAY 52 IN FOUNTAIN, AT TRUNK HIGHWAY 80 MILE POINT 3.85, 100.0 FT
 DP6801'(30.5 M) SOUTH OF TRUNK HIGHWAY 80, 4.0 FT (1.2 M) NORTHWEST OF A
 DP6801'POWER POLE, 1.0 FT (0.3 M) NORTHEAST OF A FENCE POST, 1.0 FT (0.3 M)
 DP6801'NORTHWEST OF A RIGHT-OF-WAY AND A WITNESS POST.  THE ROD DEPTH IS
 DP6801'UNKNOWN.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 OO1512 ***********************************************************************
 OO1512  CBN         -  This is a Cooperative Base Network Control Station.
 OO1512  DESIGNATION -  2318 Q
 OO1512  PID         -  OO1512
 OO1512  STATE/COUNTY-  MN/FILLMORE
 OO1512  COUNTRY     -  US
 OO1512  USGS QUAD   -  FOUNTAIN (2019)
 OO1512
 OO1512                         *CURRENT SURVEY CONTROL
 OO1512  ______________________________________________________________________
 OO1512* NAD 83(2011) POSITION- 43 43 22.76952(N) 092 10 46.22090(W)   ADJUSTED
 OO1512* NAD 83(2011) ELLIP HT-   365.638 (meters)        (06/27/12)   ADJUSTED
 OO1512* NAD 83(2011) EPOCH   -  2010.00
 OO1512* NAVD 88 ORTHO HEIGHT -   395.776 (meters)     1298.48  (feet) ADJUSTED
 OO1512  ______________________________________________________________________
 OO1512  GEOID HEIGHT    -        -30.124 (meters)                     GEOID18
 OO1512  NAD 83(2011) X  -   -175,588.823 (meters)                     COMP
 OO1512  NAD 83(2011) Y  - -4,613,727.324 (meters)                     COMP
 OO1512  NAD 83(2011) Z  -  4,386,152.690 (meters)                     COMP
 OO1512  LAPLACE CORR    -         -1.39  (seconds)                    DEFLEC18
 OO1512  DYNAMIC HEIGHT  -        395.688 (meters)     1298.19  (feet) COMP
 OO1512  MODELED GRAVITY -    980,386.4   (mgal)                       NAVD 88
 OO1512
 OO1512  VERT ORDER      -  SECOND    CLASS I
 OO1512
 OO1512  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 OO1512  Standards:
 OO1512         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 OO1512            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 OO1512  -------------------------------------------------------------------
 OO1512  NETWORK    0.50   0.78           0.23   0.17   0.40      0.04279963
 OO1512  -------------------------------------------------------------------
 OO1512  Click here for local accuracies and other accuracy information.
 OO1512
 OO1512.The horizontal coordinates were established by GPS observations
 OO1512.and adjusted by the National Geodetic Survey in June 2012.
 OO1512
 OO1512.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 OO1512.been affixed to the stable North American tectonic plate. See 
 OO1512.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 OO1512
 OO1512.The horizontal coordinates are valid at the epoch date displayed above
 OO1512.which is a decimal equivalence of Year/Month/Day.
 OO1512
 OO1512.The orthometric height was determined by differential leveling and
 OO1512.adjusted by the NATIONAL GEODETIC SURVEY
 OO1512.in June 1991.
 OO1512
 OO1512.Significant digits in the geoid height do not necessarily reflect accuracy.
 OO1512.GEOID18 height accuracy estimate available here.
 OO1512
 OO1512.Click photographs - Photos may exist for this station.
 OO1512
 OO1512.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 OO1512
 OO1512.The Laplace correction was computed from DEFLEC18 derived deflections.
 OO1512
 OO1512.The ellipsoidal height was determined by GPS observations
 OO1512.and is referenced to NAD 83.
 OO1512
 OO1512.The dynamic height is computed by dividing the NAVD 88
 OO1512.geopotential number by the normal gravity value computed on the
 OO1512.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OO1512.degrees latitude (g = 980.6199 gals.).
 OO1512
 OO1512.The modeled gravity was interpolated from observed gravity values.
 OO1512
 OO1512. The following values were computed from the NAD 83(2011) position.
 OO1512
 OO1512;                    North         East     Units Scale Factor Converg.
 OO1512;SPC MN S     -   181,967.655   946,682.410   MT  1.00001362   +1 16 33.7
 OO1512;SPC MN S     -   597,005.55  3,105,907.21   sFT  1.00001362   +1 16 33.7
 OO1512;UTM  15      - 4,841,433.943   566,087.781   MT  0.99965372   +0 34 01.6
 OO1512
 OO1512!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OO1512!SPC MN S     -   0.99994267  x   1.00001362  =   0.99995629
 OO1512!UTM  15      -   0.99994267  x   0.99965372  =   0.99959641
 OO1512
 OO1512_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWJ6608741433(NAD 83)
 OO1512
 OO1512                          SUPERSEDED SURVEY CONTROL
 OO1512
 OO1512  NAD 83(2007)-  43 43 22.76967(N)    092 10 46.22175(W) AD(2002.00) 0
 OO1512  ELLIP H (02/10/07)  365.663  (m)                       GP(2002.00)    
 OO1512  NAD 83(1996)-  43 43 22.76915(N)    092 10 46.22097(W) AD(       ) B
 OO1512  ELLIP H (01/15/97)  365.722  (m)                       GP(       ) 4 1
 OO1512  NAVD 88             395.78   (m)         1298.5    (f) LEVELING    3  
 OO1512
 OO1512.Superseded values are not recommended for survey control.
 OO1512
 OO1512.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OO1512.See file dsdata.pdf to determine how the superseded data were derived.
 OO1512
 OO1512_MARKER: DV = VERTICAL CONTROL DISK
 OO1512_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 OO1512_STAMPING: 2318 Q 1983
 OO1512_MARK LOGO: MNHD
 OO1512_PROJECTION: RECESSED 13 CENTIMETERS
 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 20, 2024
 OO1512_ROD/PIPE-DEPTH: 6.7 meters
 OO1512
 OO1512  HISTORY     - Date     Condition        Report By
 OO1512  HISTORY     - 19831101 MONUMENTED       MNHD
 OO1512  HISTORY     - 19950502 GOOD             MNDT
 OO1512  HISTORY     - 20030501 GOOD             MNDT
 OO1512  HISTORY     - 20040823 GOOD             MNDT
 OO1512  HISTORY     - 20120911 GOOD             MNDT
 OO1512  HISTORY     - 20121120 GOOD             MNDT
 OO1512  HISTORY     - 20130422 GOOD             MNDT
 OO1512  HISTORY     - 20240820 GOOD             MNDT
 OO1512
 OO1512                          STATION DESCRIPTION
 OO1512
 OO1512'DESCRIBED BY MN HIGHWAY DEPT 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'IT IS LOCATED ABOUT 2-1/4 MI WEST OF THE TOWN OF FOUNTAIN IN THE
 OO1512'SOUTHWEST 1/4 OF SECTION 17, T103N, R11W.
 OO1512'
 OO1512'TO REACH THE MARK FROM THE JCT OF TH 80 AND TH 52 IN FOUNTAIN, GO WEST
 OO1512'FOR 2.3 MI (3.7 KM) ALONG TH 80 TO TH 80 MP 6.15 AND THE MARK ON THE
 OO1512'LEFT.
 OO1512'
 OO1512'THE MARK, A DISK SET ON A DRIVEN COPPER CLAD ROD, IS 72.5 FT (22.1 M)
 OO1512'SOUTH-SOUTHEAST OF TH 80, 34 FT (10.4 M) WEST-SOUTHWEST OF AN ENT, 2.5
 OO1512'FT (0.8 M) NORTH OF A COR OF A FENCE POST, 8.0 FT (2.4 M)
 OO1512'EAST-NORTHEAST 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 WEST-SOUTHWEST
 OO1512'OF ENTRANCE, 8.0 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 (2012)
 OO1512
 OO1512'RECOVERY NOTE BY MN DEPT OF TRANSP 2012 (DJI)
 OO1512'2.5 MI (4.0 KM) SOUTHWEST OF FOUNTAIN, 2.2 MI (3.5 KM) WEST-SOUTHWEST
 OO1512'ALONG TRUNK HIGHWAY 80  FROM THE JUNCTION OF TRUNK HIGHWAY 80 AND
 OO1512'TRUNK HIGHWAY 52 IN FOUNTAIN, AT TRUNK HIGHWAY 80 MILE POINT 6.15,
 OO1512'72.5 FT (22.1 M) SOUTH-SOUTHEAST OF TRUNK HIGHWAY 80, 34.0 FT (10.4 M)
 OO1512'WEST-SOUTHWEST OF ENTRANCE 8.0 FT (2.4 M) EAST-NORTHEAST OF CABLE
 OO1512'MARKER POST, 2.5 FT (0.8 M) NORTH OF CORNER FENCE POST, 1.0 FT (0.3 M)
 OO1512'NORTH OF A WITNESS POST.
 OO1512
 OO1512                          STATION RECOVERY (2012)
 OO1512
 OO1512'RECOVERY NOTE BY MN DEPT OF TRANSP 2012 (DXS)
 OO1512'2.5 MILES SOUTHWEST OF FOUNTAIN, 2.2 MILES WEST-SOUTHWEST ALONG TRUNK
 OO1512'HIGHWAY 80 FROM JUNCTION OF TRUNK HIGHWAY 80 AND TRUNK HIGHWAY 52 IN
 OO1512'FOUNTAIN, AT TRUNK HIGHWAY 80 MILEPOINT 6.15, 72.5 FEET
 OO1512'SOUTH-SOUTHEAST OF TRUNK HIGHWAY 80, 34 FEET WEST-SOUTHWEST OF
 OO1512'ENTRANCE (235TH AVENUE TO THE NORTH), 8.0 FEET EAST-NORTHEAST OF CABLE
 OO1512'MARKER POST, 2.5 FEET NORTH OF CORNER FENCE POST, 1.0 FOOT NORTH OF
 OO1512'WITNESS POST.
 OO1512
 OO1512                          STATION RECOVERY (2013)
 OO1512
 OO1512'RECOVERY NOTE BY MN DEPT OF TRANSP 2013 (KMS)
 OO1512'THE STATION IS LOCATED ABOUT 6.0 MI (9.7 KM) NORTHWEST OF PRESTON, 4.6
 OO1512'MI (7.4 KM) EAST-NORTHEAST OF WYKOFF AND 2.5 MI (4.0 KM)
 OO1512'WEST-SOUTHWEST OF FOUNTAIN.
 OO1512'
 OO1512'2.5 MILES SOUTHWEST OF FOUNTAIN, 2.2 MI (3.5 KM) WEST-SOUTHWEST ALONG
 OO1512'TRUNK HIGHWAY 80  FROM THE JUNCTION OF TRUNK HIGHWAY 80 AND TRUNK
 OO1512'HIGHWAY 52 INCH (132 CM) FOUNTAIN, AT TRUNK HIGHWAY 80 MILE POINT
 OO1512'6.15.
 OO1512'
 OO1512'IT IS 72.5 FT (22.1 M) SOUTH-SOUTHEAST OF TRUNK HIGHWAY 80, 34.0 FT
 OO1512'(10.4 M) WEST-SOUTHWEST OF ENTRANCE 8.0 FT (2.4 M) EAST-NORTHEAST OF
 OO1512'CABLE MARKER POST, 2.5 FT (0.8 M) NORTH OF CORNER FENCE POST, 1.0 FT
 OO1512'(0.3 M) NORTH OF A WITNESS POST.
 OO1512
 OO1512                          STATION RECOVERY (2024)
 OO1512
 OO1512'RECOVERY NOTE BY MN DEPT OF TRANSP 2024 (RMJ)
 OO1512'2.5 MI (4.0 KM) EAST OF WYKOFF, 2.65 MI (4.26 KM) EAST ALONG TRUNK
 OO1512'HIGHWAY 80 FROM THE JUNCTION OF TRUNK HIGHWAY 80 AND COUNTY ROAD 5 IN
 OO1512'WYKOFF, AT TRUNK HIGHWAY 80 MILE POINT 4.0, 75.6 FT (23.0 M) NORTHWEST
 OO1512'OF TRUNK HIGHWAY 80, 5.9 FT (1.8 M) SOUTHEAST OF A FENCE CORNER, 1.5
 OO1512'FT (0.5 M) SOUTHEAST OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DP6802 ***********************************************************************
 DP6802  DESIGNATION -  2318 R
 DP6802  PID         -  DP6802
 DP6802  STATE/COUNTY-  MN/FILLMORE
 DP6802  COUNTRY     -  US
 DP6802  USGS QUAD   -  FOUNTAIN (2019)
 DP6802
 DP6802                         *CURRENT SURVEY CONTROL
 DP6802  ______________________________________________________________________
 DP6802* NAD 83(1986) POSITION- 43 42 43.43   (N) 092 12 58.35   (W)   HD_HELD1
 DP6802* NAVD 88 ORTHO HEIGHT -   392.626 (meters)     1288.14  (feet) ADJUSTED
 DP6802  ______________________________________________________________________
 DP6802  GEOID HEIGHT    -        -30.126 (meters)                     GEOID18
 DP6802  DYNAMIC HEIGHT  -        392.537 (meters)     1287.85  (feet) COMP
 DP6802  MODELED GRAVITY -    980,382.0   (mgal)                       NAVD 88
 DP6802
 DP6802  VERT ORDER      -  SECOND    CLASS I
 DP6802
 DP6802.The horizontal coordinates were determined by differentially corrected
 DP6802.hand held GPS observations or other comparable positioning techniques
 DP6802.and have an estimated accuracy of +/- 3 meters.
 DP6802
 DP6802.The orthometric height was determined by differential leveling and
 DP6802.adjusted by the NATIONAL GEODETIC SURVEY
 DP6802.in June 2015.
 DP6802
 DP6802.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP6802.GEOID18 height accuracy estimate available here.
 DP6802
 DP6802.Click photographs - Photos may exist for this station.
 DP6802
 DP6802.The dynamic height is computed by dividing the NAVD 88
 DP6802.geopotential number by the normal gravity value computed on the
 DP6802.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP6802.degrees latitude (g = 980.6199 gals.).
 DP6802
 DP6802.The modeled gravity was interpolated from observed gravity values.
 DP6802
 DP6802;                    North         East    Units  Estimated Accuracy
 DP6802;SPC MN S     -   180,688.6     943,752.2     MT  (+/- 3 meters HH1 GPS) 
 DP6802
 DP6802_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWJ6314240191(NAD 83)
 DP6802
 DP6802                          SUPERSEDED SURVEY CONTROL
 DP6802
 DP6802.No superseded survey control is available for this station.
 DP6802
 DP6802_MARKER: I = METAL ROD
 DP6802_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DP6802_STAMPING: 2318 R 2013
 DP6802_MARK LOGO: MNDT
 DP6802_PROJECTION: RECESSED 8 CENTIMETERS
 DP6802_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DP6802_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DP6802_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP6802+SATELLITE: SATELLITE OBSERVATIONS - August 20, 2024
 DP6802_ROD/PIPE-DEPTH: 3.3 meters
 DP6802
 DP6802  HISTORY     - Date     Condition        Report By
 DP6802  HISTORY     - 20130508 MONUMENTED       MNDT
 DP6802  HISTORY     - 20201208 GOOD             MNDT
 DP6802  HISTORY     - 20240820 GOOD             MNDT
 DP6802
 DP6802                          STATION DESCRIPTION
 DP6802
 DP6802'DESCRIBED BY MN DEPT OF TRANSP 2013
 DP6802'THE STATION IS LOCATED ABOUT 7.3 MI (11.7 KM) WEST-NORTHWEST OF
 DP6802'PRESTON, 4.4 MI (7.1 KM) WEST-SOUTHWEST OF FOUNTAIN AND 2.6 MI (4.2
 DP6802'KM) EAST OF WYKOFF.
 DP6802'
 DP6802'2.5 MILES EAST OF WYKOFF, 2.65 MI (4.3 KM) EAST ALONG TRUNK HIGHWAY 80
 DP6802'FROM THE JUNCTION OF TRUNK HIGHWAY 80 AND COUNTY ROAD 5 INCH (13 CM)
 DP6802'WYKOFF, AT TRUNK HIGHWAY 80 MILE POINT 4.0.
 DP6802'
 DP6802'IT IS 75.6 FT (23.0 M) NORTHWEST OF TRUNK HIGHWAY 80, 5.9 FT (1.8 M)
 DP6802'SOUTHEAST OF A FENCE CORNER, 1.5 FT (0.5 M) SOUTHEAST OF A WITNESS
 DP6802'POST.
 DP6802'
 DP6802'THE STATION STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM
 DP6802'ROD DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION REMOVABLE
 DP6802'DISK SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH
 DP6802'PVC PIPE BACK FILLED WITH WASHED SAND.
 DP6802
 DP6802                          STATION RECOVERY (2020)
 DP6802
 DP6802'RECOVERY NOTE BY MN DEPT OF TRANSP 2020 (KMS)
 DP6802'RECOVERED IN GOOD CONDITION.
 DP6802
 DP6802                          STATION RECOVERY (2024)
 DP6802
 DP6802'RECOVERY NOTE BY MN DEPT OF TRANSP 2024 (RMJ)
 DP6802'2.5 MI (4.0 KM) EAST OF WYKOFF, 2.65 MI (4.26 KM) EAST ALONG TRUNK
 DP6802'HIGHWAY 80 FROM THE JUNCTION OF TRUNK HIGHWAY 80 AND COUNTY ROAD 5 IN
 DP6802'WYKOFF, AT TRUNK HIGHWAY 80 MILE POINT 4.0, 75.6 FT (23.0 M) NORTHWEST
 DP6802'OF TRUNK HIGHWAY 80, 5.9 FT (1.8 M) SOUTHEAST OF A FENCE CORNER, 1.5
 DP6802'FT (0.5 M) SOUTHEAST OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DO7858 ***********************************************************************
 DO7858  DESIGNATION -  2319 A
 DO7858  PID         -  DO7858
 DO7858  STATE/COUNTY-  MN/FILLMORE
 DO7858  COUNTRY     -  US
 DO7858  USGS QUAD   -  LANESBORO (2019)
 DO7858
 DO7858                         *CURRENT SURVEY CONTROL
 DO7858  ______________________________________________________________________
 DO7858* NAD 83(2011) POSITION- 43 42 51.02817(N) 091 58 37.40301(W)   ADJUSTED
 DO7858* NAD 83(2011) ELLIP HT-   231.858 (meters)        (08/26/13)   ADJUSTED
 DO7858* NAD 83(2011) EPOCH   -  2010.00
 DO7858* NAVD 88 ORTHO HEIGHT -   262.046 (meters)      859.73  (feet) ADJUSTED
 DO7858  ______________________________________________________________________
 DO7858  GEOID HEIGHT    -        -30.187 (meters)                     GEOID18
 DO7858  NAD 83(2011) X  -   -159,305.599 (meters)                     COMP
 DO7858  NAD 83(2011) Y  - -4,614,898.988 (meters)                     COMP
 DO7858  NAD 83(2011) Z  -  4,385,352.177 (meters)                     COMP
 DO7858  LAPLACE CORR    -          0.02  (seconds)                    DEFLEC18
 DO7858  DYNAMIC HEIGHT  -        261.996 (meters)      859.57  (feet) COMP
 DO7858  MODELED GRAVITY -    980,421.4   (mgal)                       NAVD 88
 DO7858
 DO7858  VERT ORDER      -  SECOND    CLASS I
 DO7858
 DO7858  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DO7858  Standards:
 DO7858         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DO7858            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DO7858  -------------------------------------------------------------------
 DO7858  NETWORK    0.57   1.04           0.25   0.21   0.53      0.08316140
 DO7858  -------------------------------------------------------------------
 DO7858  Click here for local accuracies and other accuracy information.
 DO7858
 DO7858.The horizontal coordinates were established by GPS observations
 DO7858.and adjusted by the MN DEPT OF TRANSP in August 2013.
 DO7858
 DO7858.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DO7858.been affixed to the stable North American tectonic plate. See 
 DO7858.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DO7858
 DO7858.The horizontal coordinates are valid at the epoch date displayed above
 DO7858.which is a decimal equivalence of Year/Month/Day.
 DO7858
 DO7858.The orthometric height was determined by differential leveling and
 DO7858.adjusted by the NATIONAL GEODETIC SURVEY
 DO7858.in December 2013.
 DO7858
 DO7858.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO7858.GEOID18 height accuracy estimate available here.
 DO7858
 DO7858.Click photographs - Photos may exist for this station.
 DO7858
 DO7858.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DO7858
 DO7858.The Laplace correction was computed from DEFLEC18 derived deflections.
 DO7858
 DO7858.The ellipsoidal height was determined by GPS observations
 DO7858.and is referenced to NAD 83.
 DO7858
 DO7858.The dynamic height is computed by dividing the NAVD 88
 DO7858.geopotential number by the normal gravity value computed on the
 DO7858.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO7858.degrees latitude (g = 980.6199 gals.).
 DO7858
 DO7858.The modeled gravity was interpolated from observed gravity values.
 DO7858
 DO7858. The following values were computed from the NAD 83(2011) position.
 DO7858
 DO7858;                    North         East     Units Scale Factor Converg.
 DO7858;SPC MN S     -   181,371.787   963,015.415   MT  1.00001570   +1 25 04.6
 DO7858;SPC MN S     -   595,050.60  3,159,493.07   sFT  1.00001570   +1 25 04.6
 DO7858;UTM  15      - 4,840,636.023   582,406.492   MT  0.99968353   +0 42 25.0
 DO7858
 DO7858!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DO7858!SPC MN S     -   0.99996364  x   1.00001570  =   0.99997934
 DO7858!UTM  15      -   0.99996364  x   0.99968353  =   0.99964719
 DO7858
 DO7858:                Primary Azimuth Mark                     Grid Az
 DO7858:SPC MN S     -  2319 B                                   022 33 43.3
 DO7858:UTM  15      -  2319 B                                   023 16 22.9
 DO7858
 DO7858_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWJ8240640636(NAD 83)
 DO7858
 DO7858|---------------------------------------------------------------------|
 DO7858| PID    Reference Object                     Distance      Geod. Az  |
 DO7858|                                                           dddmmss.s |
 DO7858| DO7859 2319 B                              APPROX. 1.1 KM 0235847.9 |
 DO7858|---------------------------------------------------------------------|
 DO7858
 DO7858                          SUPERSEDED SURVEY CONTROL
 DO7858
 DO7858  NAVD 88             262.05   (m)          859.7    (f) LEVELING    3  
 DO7858
 DO7858.Superseded values are not recommended for survey control.
 DO7858
 DO7858.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DO7858.See file dsdata.pdf to determine how the superseded data were derived.
 DO7858
 DO7858_MARKER: I = METAL ROD
 DO7858_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DO7858_STAMPING: 2319 A 2011
 DO7858_MARK LOGO: MNDT
 DO7858_PROJECTION: RECESSED 5 CENTIMETERS
 DO7858_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DO7858_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DO7858_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DO7858+SATELLITE: SATELLITE OBSERVATIONS - August 21, 2024
 DO7858_ROD/PIPE-DEPTH: 13.7 meters
 DO7858
 DO7858  HISTORY     - Date     Condition        Report By
 DO7858  HISTORY     - 20111010 MONUMENTED       MNDT
 DO7858  HISTORY     - 20201208 GOOD             MNDT
 DO7858  HISTORY     - 20240821 GOOD             MNDT
 DO7858
 DO7858                          STATION DESCRIPTION
 DO7858
 DO7858'DESCRIBED BY MN DEPT OF TRANSP 2011
 DO7858'IN LANESBORO, AT JUNCTION OF TRUNK HIGHWAY 250 AND TRUNK HIGHWAY 16 IN
 DO7858'LANESBORO, AT TRUNK HIGHWAY 250 MILEPOINT 0.0, 28.9 FEET WEST OF TRUNK
 DO7858'HIGHWAY 250, 75.3 FEET NORTH OF TRUNK HIGHWAY 16, 9.3 FEET EAST OF
 DO7858'SIDEWALK, 1.5 FEET SOUTH OF WITNESS POST.
 DO7858
 DO7858                          STATION RECOVERY (2020)
 DO7858
 DO7858'RECOVERY NOTE BY MN DEPT OF TRANSP 2020 (KMS)
 DO7858'RECOVERED IN GOOD CONDITION.
 DO7858
 DO7858                          STATION RECOVERY (2024)
 DO7858
 DO7858'RECOVERY NOTE BY MN DEPT OF TRANSP 2024 (RMJ)
 DO7858'IN LANESBORO, AT THE JUNCTION OF TRUNK HIGHWAY 250 AND TRUNK HIGHWAY
 DO7858'16 IN LANESBORO, AT TRUNK HIGHWAY 250 MILE POINT 0.0, 28.9 FT (8.8 M)
 DO7858'WEST OF TRUNK HIGHWAY 250, 75.3 FT (23.0 M) NORTH OF TRUNK HIGHWAY 16,
 DO7858'9.3 FT (2.8 M) EAST OF A SIDEWALK, 1.5 FT (0.5 M) SOUTH OF A WITNESS
 DO7858'POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DO7859 ***********************************************************************
 DO7859  DESIGNATION -  2319 B
 DO7859  PID         -  DO7859
 DO7859  STATE/COUNTY-  MN/FILLMORE
 DO7859  COUNTRY     -  US
 DO7859  USGS QUAD   -  LANESBORO (2019)
 DO7859
 DO7859                         *CURRENT SURVEY CONTROL
 DO7859  ______________________________________________________________________
 DO7859* NAD 83(2011) POSITION- 43 43 22.23489(N) 091 58 18.26268(W)   ADJUSTED
 DO7859* NAD 83(2011) ELLIP HT-   222.890 (meters)        (08/26/13)   ADJUSTED
 DO7859* NAD 83(2011) EPOCH   -  2010.00
 DO7859* NAVD 88 ORTHO HEIGHT -   253.076 (meters)      830.30  (feet) ADJUSTED
 DO7859  ______________________________________________________________________
 DO7859  GEOID HEIGHT    -        -30.183 (meters)                     GEOID18
 DO7859  NAD 83(2011) X  -   -158,854.233 (meters)                     COMP
 DO7859  NAD 83(2011) Y  - -4,614,242.007 (meters)                     COMP
 DO7859  NAD 83(2011) Z  -  4,386,042.102 (meters)                     COMP
 DO7859  LAPLACE CORR    -         -0.41  (seconds)                    DEFLEC18
 DO7859  DYNAMIC HEIGHT  -        253.029 (meters)      830.15  (feet) COMP
 DO7859  MODELED GRAVITY -    980,424.7   (mgal)                       NAVD 88
 DO7859
 DO7859  VERT ORDER      -  SECOND    CLASS I
 DO7859
 DO7859  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DO7859  Standards:
 DO7859         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DO7859            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DO7859  -------------------------------------------------------------------
 DO7859  NETWORK    0.61   1.06           0.27   0.22   0.54      0.09474030
 DO7859  -------------------------------------------------------------------
 DO7859  Click here for local accuracies and other accuracy information.
 DO7859
 DO7859.The horizontal coordinates were established by GPS observations
 DO7859.and adjusted by the MN DEPT OF TRANSP in August 2013.
 DO7859
 DO7859.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DO7859.been affixed to the stable North American tectonic plate. See 
 DO7859.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DO7859
 DO7859.The horizontal coordinates are valid at the epoch date displayed above
 DO7859.which is a decimal equivalence of Year/Month/Day.
 DO7859
 DO7859.The orthometric height was determined by differential leveling and
 DO7859.adjusted by the NATIONAL GEODETIC SURVEY
 DO7859.in December 2013.
 DO7859
 DO7859.No vertical observational check was made to the station.
 DO7859
 DO7859.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO7859.GEOID18 height accuracy estimate available here.
 DO7859
 DO7859.Click photographs - Photos may exist for this station.
 DO7859
 DO7859.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DO7859
 DO7859.The Laplace correction was computed from DEFLEC18 derived deflections.
 DO7859
 DO7859.The ellipsoidal height was determined by GPS observations
 DO7859.and is referenced to NAD 83.
 DO7859
 DO7859.The dynamic height is computed by dividing the NAVD 88
 DO7859.geopotential number by the normal gravity value computed on the
 DO7859.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO7859.degrees latitude (g = 980.6199 gals.).
 DO7859
 DO7859.The modeled gravity was interpolated from observed gravity values.
 DO7859
 DO7859. The following values were computed from the NAD 83(2011) position.
 DO7859
 DO7859;                    North         East     Units Scale Factor Converg.
 DO7859;SPC MN S     -   182,345.254   963,419.873   MT  1.00001366   +1 25 18.0
 DO7859;SPC MN S     -   598,244.39  3,160,820.03   sFT  1.00001366   +1 25 18.0
 DO7859;UTM  15      - 4,841,604.076   582,822.860   MT  0.99968437   +0 42 38.7
 DO7859
 DO7859!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DO7859!SPC MN S     -   0.99996505  x   1.00001366  =   0.99997871
 DO7859!UTM  15      -   0.99996505  x   0.99968437  =   0.99964943
 DO7859
 DO7859:                Primary Azimuth Mark                     Grid Az
 DO7859:SPC MN S     -  2319 A                                   202 33 43.1
 DO7859:UTM  15      -  2319 A                                   203 16 22.4
 DO7859
 DO7859_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWJ8282241604(NAD 83)
 DO7859
 DO7859|---------------------------------------------------------------------|
 DO7859| PID    Reference Object                     Distance      Geod. Az  |
 DO7859|                                                           dddmmss.s |
 DO7859| DO7858 2319 A                              APPROX. 1.1 KM 2035901.1 |
 DO7859|---------------------------------------------------------------------|
 DO7859
 DO7859                          SUPERSEDED SURVEY CONTROL
 DO7859
 DO7859  NAVD 88             253.08   (m)          830.3    (f) LEVELING    3  
 DO7859
 DO7859.Superseded values are not recommended for survey control.
 DO7859
 DO7859.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DO7859.See file dsdata.pdf to determine how the superseded data were derived.
 DO7859
 DO7859_MARKER: F = FLANGE-ENCASED ROD
 DO7859_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DO7859_STAMPING: 2319 B 2011
 DO7859_MARK LOGO: MNDT
 DO7859_PROJECTION: RECESSED 5 CENTIMETERS
 DO7859_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DO7859_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DO7859_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DO7859+SATELLITE: SATELLITE OBSERVATIONS - October 11, 2011
 DO7859_ROD/PIPE-DEPTH: 18.3 meters
 DO7859
 DO7859  HISTORY     - Date     Condition        Report By
 DO7859  HISTORY     - 20111011 MONUMENTED       MNDT
 DO7859
 DO7859                          STATION DESCRIPTION
 DO7859
 DO7859'DESCRIBED BY MN DEPT OF TRANSP 2011
 DO7859'IN LANESBORO, 0.95 MILE NORTH AND EAST ALONG TRUNK HIGHWAY 250 FROM
 DO7859'JUNCTION OF TRUNK HIGHWAY 250 AND TRUNK HIGHWAY 16 IN LANESBORO, AT
 DO7859'TRUNK HIGHWAY 250 MILEPOINT 0.95, ABOUT 250.0 FEET SOUTH OF TRUNK
 DO7859'HIGHWAY 250, 7.8 FEET SOUTH OF BIKE PATH, 10.4 FEET NORTHEAST OF
 DO7859'NORTHEAST CORNER OF STAIRWAY, 1.5 FEET NORTH OF WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DO7860 ***********************************************************************
 DO7860  DESIGNATION -  2319 C
 DO7860  PID         -  DO7860
 DO7860  STATE/COUNTY-  MN/FILLMORE
 DO7860  COUNTRY     -  US
 DO7860  USGS QUAD   -  LANESBORO (2019)
 DO7860
 DO7860                         *CURRENT SURVEY CONTROL
 DO7860  ______________________________________________________________________
 DO7860* NAD 83(2011) POSITION- 43 43 34.77391(N) 091 57 48.25667(W)   ADJUSTED
 DO7860* NAD 83(2011) ELLIP HT-   221.140 (meters)        (08/26/13)   ADJUSTED
 DO7860* NAD 83(2011) EPOCH   -  2010.00
 DO7860* NAVD 88 ORTHO HEIGHT -   251.326 (meters)      824.56  (feet) ADJUSTED
 DO7860  ______________________________________________________________________
 DO7860  GEOID HEIGHT    -        -30.183 (meters)                     GEOID18
 DO7860  NAD 83(2011) X  -   -158,173.774 (meters)                     COMP
 DO7860  NAD 83(2011) Y  - -4,613,996.465 (meters)                     COMP
 DO7860  NAD 83(2011) Z  -  4,386,320.570 (meters)                     COMP
 DO7860  LAPLACE CORR    -         -0.39  (seconds)                    DEFLEC18
 DO7860  DYNAMIC HEIGHT  -        251.279 (meters)      824.40  (feet) COMP
 DO7860  MODELED GRAVITY -    980,426.3   (mgal)                       NAVD 88
 DO7860
 DO7860  VERT ORDER      -  SECOND    CLASS I
 DO7860
 DO7860  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DO7860  Standards:
 DO7860         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DO7860            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DO7860  -------------------------------------------------------------------
 DO7860  NETWORK    0.63   1.18           0.28   0.23   0.60      0.05367738
 DO7860  -------------------------------------------------------------------
 DO7860  Click here for local accuracies and other accuracy information.
 DO7860
 DO7860.The horizontal coordinates were established by GPS observations
 DO7860.and adjusted by the MN DEPT OF TRANSP in August 2013.
 DO7860
 DO7860.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DO7860.been affixed to the stable North American tectonic plate. See 
 DO7860.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DO7860
 DO7860.The horizontal coordinates are valid at the epoch date displayed above
 DO7860.which is a decimal equivalence of Year/Month/Day.
 DO7860
 DO7860.The orthometric height was determined by differential leveling and
 DO7860.adjusted by the NATIONAL GEODETIC SURVEY
 DO7860.in December 2013.
 DO7860
 DO7860.No vertical observational check was made to the station.
 DO7860
 DO7860.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO7860.GEOID18 height accuracy estimate available here.
 DO7860
 DO7860.Click photographs - Photos may exist for this station.
 DO7860
 DO7860.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DO7860
 DO7860.The Laplace correction was computed from DEFLEC18 derived deflections.
 DO7860
 DO7860.The ellipsoidal height was determined by GPS observations
 DO7860.and is referenced to NAD 83.
 DO7860
 DO7860.The dynamic height is computed by dividing the NAVD 88
 DO7860.geopotential number by the normal gravity value computed on the
 DO7860.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO7860.degrees latitude (g = 980.6199 gals.).
 DO7860
 DO7860.The modeled gravity was interpolated from observed gravity values.
 DO7860
 DO7860. The following values were computed from the NAD 83(2011) position.
 DO7860
 DO7860;                    North         East     Units Scale Factor Converg.
 DO7860;SPC MN S     -   182,748.829   964,081.656   MT  1.00001284   +1 25 39.0
 DO7860;SPC MN S     -   599,568.45  3,162,991.23   sFT  1.00001284   +1 25 39.0
 DO7860;UTM  15      - 4,841,999.278   583,489.381   MT  0.99968574   +0 42 59.6
 DO7860
 DO7860!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DO7860!SPC MN S     -   0.99996532  x   1.00001284  =   0.99997816
 DO7860!UTM  15      -   0.99996532  x   0.99968574  =   0.99965108
 DO7860
 DO7860:                Primary Azimuth Mark                     Grid Az
 DO7860:SPC MN S     -  2319 B                                   238 37 26.2
 DO7860:UTM  15      -  2319 B                                   239 20 05.6
 DO7860
 DO7860_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWJ8348941999(NAD 83)
 DO7860
 DO7860|---------------------------------------------------------------------|
 DO7860| PID    Reference Object                     Distance      Geod. Az  |
 DO7860|                                                           dddmmss.s |
 DO7860| DO7859 2319 B                              APPROX. 0.8 KM 2400305.2 |
 DO7860| DO7861 2319 D                              APPROX. 1.2 KM 3485014.3 |
 DO7860|---------------------------------------------------------------------|
 DO7860
 DO7860                          SUPERSEDED SURVEY CONTROL
 DO7860
 DO7860  NAVD 88             251.33   (m)          824.6    (f) LEVELING    3  
 DO7860
 DO7860.Superseded values are not recommended for survey control.
 DO7860
 DO7860.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DO7860.See file dsdata.pdf to determine how the superseded data were derived.
 DO7860
 DO7860_MARKER: I = METAL ROD
 DO7860_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DO7860_STAMPING: 2319 C 2011
 DO7860_MARK LOGO: MNDT
 DO7860_PROJECTION: RECESSED 5 CENTIMETERS
 DO7860_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DO7860_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DO7860_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DO7860+SATELLITE: SATELLITE OBSERVATIONS - August 27, 2024
 DO7860_ROD/PIPE-DEPTH: 7.0 meters
 DO7860
 DO7860  HISTORY     - Date     Condition        Report By
 DO7860  HISTORY     - 20111011 MONUMENTED       MNDT
 DO7860  HISTORY     - 20240827 GOOD             MNDT
 DO7860
 DO7860                          STATION DESCRIPTION
 DO7860
 DO7860'DESCRIBED BY MN DEPT OF TRANSP 2011
 DO7860'0.85 MILE NORTHEAST OF LANESBORO, 1.65 MILES NORTH AND EAST ALONG
 DO7860'TRUNK HIGHWAY 250 FROM JUNCTION OF TRUNK HIGHWAY 250 AND TRUNK HIGHWAY
 DO7860'16 IN LANESBORO, AT TRUNK HIGHWAY 250 MILEPOINT 1.65, 34.7 FEET EAST
 DO7860'OF TRUNK HIGHWAY 250, 26.5 FEET SOUTH OF POWER POLE WITH GUY WIRE, 1.5
 DO7860'FEET SOUTH OF WITNESS POST.
 DO7860
 DO7860                          STATION RECOVERY (2024)
 DO7860
 DO7860'RECOVERY NOTE BY MN DEPT OF TRANSP 2024 (RMJ)
 DO7860'0.85 MI (1.37 KM) NORTHEAST OF LANESBORO, 1.65 MI (2.65 KM) NORTH AND
 DO7860'EAST ALONG TRUNK HIGHWAY 250 FROM THE JUNCTION OF TRUNK HIGHWAY 250
 DO7860'AND TRUNK HIGHWAY 16 IN LANESBORO, AT TRUNK HIGHWAY 250 MILE POINT
 DO7860'1.65, 34.7 FT (10.6 M) EAST OF TRUNK HIGHWAY 250, 26.5 FT (8.1 M)
 DO7860'SOUTH OF A POWER POLE WITH A GUY WIRE, 1.5 FT (0.5 M) SOUTH OF A
 DO7860'WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DO7861 ***********************************************************************
 DO7861  DESIGNATION -  2319 D
 DO7861  PID         -  DO7861
 DO7861  STATE/COUNTY-  MN/FILLMORE
 DO7861  COUNTRY     -  US
 DO7861  USGS QUAD   -  LANESBORO (2019)
 DO7861
 DO7861                         *CURRENT SURVEY CONTROL
 DO7861  ______________________________________________________________________
 DO7861* NAD 83(2011) POSITION- 43 44 12.52859(N) 091 57 58.53176(W)   ADJUSTED
 DO7861* NAD 83(2011) ELLIP HT-   213.599 (meters)        (08/26/13)   ADJUSTED
 DO7861* NAD 83(2011) EPOCH   -  2010.00
 DO7861* NAVD 88 ORTHO HEIGHT -   243.772 (meters)      799.78  (feet) ADJUSTED
 DO7861  ______________________________________________________________________
 DO7861  GEOID HEIGHT    -        -30.177 (meters)                     GEOID18
 DO7861  NAD 83(2011) X  -   -158,375.795 (meters)                     COMP
 DO7861  NAD 83(2011) Y  - -4,613,178.083 (meters)                     COMP
 DO7861  NAD 83(2011) Z  -  4,387,157.361 (meters)                     COMP
 DO7861  LAPLACE CORR    -         -0.87  (seconds)                    DEFLEC18
 DO7861  DYNAMIC HEIGHT  -        243.727 (meters)      799.63  (feet) COMP
 DO7861  MODELED GRAVITY -    980,428.7   (mgal)                       NAVD 88
 DO7861
 DO7861  VERT ORDER      -  SECOND    CLASS I
 DO7861
 DO7861  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DO7861  Standards:
 DO7861         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DO7861            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DO7861  -------------------------------------------------------------------
 DO7861  NETWORK    0.62   1.20           0.28   0.22   0.61      0.05983451
 DO7861  -------------------------------------------------------------------
 DO7861  Click here for local accuracies and other accuracy information.
 DO7861
 DO7861.The horizontal coordinates were established by GPS observations
 DO7861.and adjusted by the MN DEPT OF TRANSP in August 2013.
 DO7861
 DO7861.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DO7861.been affixed to the stable North American tectonic plate. See 
 DO7861.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DO7861
 DO7861.The horizontal coordinates are valid at the epoch date displayed above
 DO7861.which is a decimal equivalence of Year/Month/Day.
 DO7861
 DO7861.The orthometric height was determined by differential leveling and
 DO7861.adjusted by the NATIONAL GEODETIC SURVEY
 DO7861.in December 2013.
 DO7861
 DO7861.No vertical observational check was made to the station.
 DO7861
 DO7861.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO7861.GEOID18 height accuracy estimate available here.
 DO7861
 DO7861.Click photographs - Photos may exist for this station.
 DO7861
 DO7861.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DO7861
 DO7861.The Laplace correction was computed from DEFLEC18 derived deflections.
 DO7861
 DO7861.The ellipsoidal height was determined by GPS observations
 DO7861.and is referenced to NAD 83.
 DO7861
 DO7861.The dynamic height is computed by dividing the NAVD 88
 DO7861.geopotential number by the normal gravity value computed on the
 DO7861.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO7861.degrees latitude (g = 980.6199 gals.).
 DO7861
 DO7861.The modeled gravity was interpolated from observed gravity values.
 DO7861
 DO7861. The following values were computed from the NAD 83(2011) position.
 DO7861
 DO7861;                    North         East     Units Scale Factor Converg.
 DO7861;SPC MN S     -   183,907.981   963,822.763   MT  1.00001040   +1 25 31.8
 DO7861;SPC MN S     -   603,371.43  3,162,141.85   sFT  1.00001040   +1 25 31.8
 DO7861;UTM  15      - 4,843,161.175   583,244.969   MT  0.99968523   +0 42 53.0
 DO7861
 DO7861!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DO7861!SPC MN S     -   0.99996651  x   1.00001040  =   0.99997691
 DO7861!UTM  15      -   0.99996651  x   0.99968523  =   0.99965175
 DO7861
 DO7861:                Primary Azimuth Mark                     Grid Az
 DO7861:SPC MN S     -  2319 C                                   167 24 35.4
 DO7861:UTM  15      -  2319 C                                   168 07 14.2
 DO7861
 DO7861_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWJ8324443161(NAD 83)
 DO7861
 DO7861|---------------------------------------------------------------------|
 DO7861| PID    Reference Object                     Distance      Geod. Az  |
 DO7861|                                                           dddmmss.s |
 DO7861| DO7860 2319 C                              APPROX. 1.2 KM 1685007.2 |
 DO7861|---------------------------------------------------------------------|
 DO7861
 DO7861                          SUPERSEDED SURVEY CONTROL
 DO7861
 DO7861  NAVD 88             243.77   (m)          799.8    (f) LEVELING    3  
 DO7861
 DO7861.Superseded values are not recommended for survey control.
 DO7861
 DO7861.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DO7861.See file dsdata.pdf to determine how the superseded data were derived.
 DO7861
 DO7861_MARKER: I = METAL ROD
 DO7861_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DO7861_STAMPING: 2319 D 2011
 DO7861_MARK LOGO: MNDT
 DO7861_PROJECTION: RECESSED 5 CENTIMETERS
 DO7861_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DO7861_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DO7861_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DO7861+SATELLITE: SATELLITE OBSERVATIONS - August 27, 2024
 DO7861_ROD/PIPE-DEPTH: 14.9 meters
 DO7861
 DO7861  HISTORY     - Date     Condition        Report By
 DO7861  HISTORY     - 20111011 MONUMENTED       MNDT
 DO7861  HISTORY     - 20240827 GOOD             MNDT
 DO7861
 DO7861                          STATION DESCRIPTION
 DO7861
 DO7861'DESCRIBED BY MN DEPT OF TRANSP 2011
 DO7861'1.2 MILES NORTH OF LANESBORO, 2.35 MILES NORTH AND EAST ALONG TRUNK
 DO7861'HIGHWAY 250 FROM JUNCTION OF TRUNK HIGHWAY 250 AND TRUNK HIGHWAY 16 IN
 DO7861'LANESBORO, AT TRUNK HIGHWAY 250 MILEPOINT 2.35, 50.1 FEET NORTHEAST OF
 DO7861'TRUNK HIGHWAY 250, 2.8 FEET SOUTHWEST OF FENCE LINE, 1.5 FEET
 DO7861'NORTHWEST OF WITNESS POST.
 DO7861
 DO7861                          STATION RECOVERY (2024)
 DO7861
 DO7861'RECOVERY NOTE BY MN DEPT OF TRANSP 2024 (RMJ)
 DO7861'1.2 MI (1.9 KM) NORTH OF LANESBORO, 2.35 MI (3.78 KM) NORTH AND EAST
 DO7861'ALONG TRUNK HIGHWAY 250 FROM THE JUNCTION OF TRUNK HIGHWAY 250 AND
 DO7861'TRUNK HIGHWAY 16 IN LANESBORO, AT TRUNK HIGHWAY 250 MILE POINT 2.35,
 DO7861'50.1 FT (15.3 M) NORTHEAST OF TRUNK HIGHWAY 250, 2.8 FT (0.9 M)
 DO7861'SOUTHWEST OF A FENCE LINE, 1.5 FT (0.5 M) NORTHWEST OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DO7864 ***********************************************************************
 DO7864  DESIGNATION -  2319 E
 DO7864  PID         -  DO7864
 DO7864  STATE/COUNTY-  MN/FILLMORE
 DO7864  COUNTRY     -  US
 DO7864  USGS QUAD   -  LANESBORO (2019)
 DO7864
 DO7864                         *CURRENT SURVEY CONTROL
 DO7864  ______________________________________________________________________
 DO7864* NAD 83(2011) POSITION- 43 44 47.04167(N) 091 58 15.34037(W)   ADJUSTED
 DO7864* NAD 83(2011) ELLIP HT-   213.594 (meters)        (08/26/13)   ADJUSTED
 DO7864* NAD 83(2011) EPOCH   -  2010.00
 DO7864* NAVD 88 ORTHO HEIGHT -   243.756 (meters)      799.72  (feet) ADJUSTED
 DO7864  ______________________________________________________________________
 DO7864  GEOID HEIGHT    -        -30.170 (meters)                     GEOID18
 DO7864  NAD 83(2011) X  -   -158,726.395 (meters)                     COMP
 DO7864  NAD 83(2011) Y  - -4,612,429.095 (meters)                     COMP
 DO7864  NAD 83(2011) Z  -  4,387,926.940 (meters)                     COMP
 DO7864  LAPLACE CORR    -         -0.49  (seconds)                    DEFLEC18
 DO7864  DYNAMIC HEIGHT  -        243.711 (meters)      799.58  (feet) COMP
 DO7864  MODELED GRAVITY -    980,429.9   (mgal)                       NAVD 88
 DO7864
 DO7864  VERT ORDER      -  SECOND    CLASS I
 DO7864
 DO7864  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DO7864  Standards:
 DO7864         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DO7864            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DO7864  -------------------------------------------------------------------
 DO7864  NETWORK    0.52   1.12           0.24   0.18   0.57      0.04593310
 DO7864  -------------------------------------------------------------------
 DO7864  Click here for local accuracies and other accuracy information.
 DO7864
 DO7864.The horizontal coordinates were established by GPS observations
 DO7864.and adjusted by the MN DEPT OF TRANSP in August 2013.
 DO7864
 DO7864.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DO7864.been affixed to the stable North American tectonic plate. See 
 DO7864.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DO7864
 DO7864.The horizontal coordinates are valid at the epoch date displayed above
 DO7864.which is a decimal equivalence of Year/Month/Day.
 DO7864
 DO7864.The orthometric height was determined by differential leveling and
 DO7864.adjusted by the NATIONAL GEODETIC SURVEY
 DO7864.in December 2013.
 DO7864
 DO7864.No vertical observational check was made to the station.
 DO7864
 DO7864.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO7864.GEOID18 height accuracy estimate available here.
 DO7864
 DO7864.Click photographs - Photos may exist for this station.
 DO7864
 DO7864.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DO7864
 DO7864.The Laplace correction was computed from DEFLEC18 derived deflections.
 DO7864
 DO7864.The ellipsoidal height was determined by GPS observations
 DO7864.and is referenced to NAD 83.
 DO7864
 DO7864.The dynamic height is computed by dividing the NAVD 88
 DO7864.geopotential number by the normal gravity value computed on the
 DO7864.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO7864.degrees latitude (g = 980.6199 gals.).
 DO7864
 DO7864.The modeled gravity was interpolated from observed gravity values.
 DO7864
 DO7864. The following values were computed from the NAD 83(2011) position.
 DO7864
 DO7864;                    North         East     Units Scale Factor Converg.
 DO7864;SPC MN S     -   184,963.497   963,420.299   MT  1.00000821   +1 25 20.0
 DO7864;SPC MN S     -   606,834.41  3,160,821.43   sFT  1.00000821   +1 25 20.0
 DO7864;UTM  15      - 4,844,221.258   582,855.754   MT  0.99968444   +0 42 41.8
 DO7864
 DO7864!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DO7864!SPC MN S     -   0.99996651  x   1.00000821  =   0.99997472
 DO7864!UTM  15      -   0.99996651  x   0.99968444  =   0.99965096
 DO7864
 DO7864:                Primary Azimuth Mark                     Grid Az
 DO7864:SPC MN S     -  2319 F                                   028 39 44.0
 DO7864:UTM  15      -  2319 F                                   029 22 22.2
 DO7864
 DO7864_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWJ8285544221(NAD 83)
 DO7864
 DO7864|---------------------------------------------------------------------|
 DO7864| PID    Reference Object                     Distance      Geod. Az  |
 DO7864|                                                           dddmmss.s |
 DO7864| DO7865 2319 F                              APPROX. 1.1 KM 0300504.0 |
 DO7864|---------------------------------------------------------------------|
 DO7864
 DO7864                          SUPERSEDED SURVEY CONTROL
 DO7864
 DO7864  NAVD 88             243.76   (m)          799.7    (f) LEVELING    3  
 DO7864
 DO7864.Superseded values are not recommended for survey control.
 DO7864
 DO7864.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DO7864.See file dsdata.pdf to determine how the superseded data were derived.
 DO7864
 DO7864_MARKER: I = METAL ROD
 DO7864_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DO7864_STAMPING: 2319 E 2011
 DO7864_MARK LOGO: MNDT
 DO7864_PROJECTION: RECESSED 8 CENTIMETERS
 DO7864_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DO7864_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DO7864_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DO7864+SATELLITE: SATELLITE OBSERVATIONS - August 27, 2024
 DO7864_ROD/PIPE-DEPTH: 9.1 meters
 DO7864
 DO7864  HISTORY     - Date     Condition        Report By
 DO7864  HISTORY     - 20111011 MONUMENTED       MNDT
 DO7864  HISTORY     - 20240827 GOOD             MNDT
 DO7864
 DO7864                          STATION DESCRIPTION
 DO7864
 DO7864'DESCRIBED BY MN DEPT OF TRANSP 2011
 DO7864'1.75 MILES NORTH OF LANESBORO, 3.25 MILES NORTH AND EAST ALONG TRUNK
 DO7864'HIGHWAY 250 FROM JUNCTION OF TRUNK HIGHWAY 250 AND TRUNK HIGHWAY 16 IN
 DO7864'LANESBORO, AT TRUNK HIGHWAY 250 MILEPOINT 3.25, 59.3 FEET NORTHWEST OF
 DO7864'TRUNK HIGHWAY 250, 28.5 FEET NORTHEAST OF FIELD ENTRANCE, 1.5 FEET
 DO7864'SOUTHEAST OF WITNESS POST.
 DO7864
 DO7864                          STATION RECOVERY (2024)
 DO7864
 DO7864'RECOVERY NOTE BY MN DEPT OF TRANSP 2024 (RMJ)
 DO7864'1.75 MI (2.82 KM) NORTH OF LANESBORO, 3.25 MI (5.23 KM) NORTH AND EAST
 DO7864'ALONG TRUNK HIGHWAY 250 FROM THE JUNCTION OF TRUNK HIGHWAY 250 AND
 DO7864'TRUNK HIGHWAY 16 IN LANESBORO, AT TRUNK HIGHWAY 250 MILE POINT 3.25,
 DO7864'59.3 FT (18.1 M) NORTHWEST OF TRUNK HIGHWAY 250, 28.5 FT (8.7 M)
 DO7864'NORTHEAST OF A FIELD ENTRANCE, 1.5 FT (0.5 M) SOUTHEAST OF A WITNESS
 DO7864'POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DO7865 ***********************************************************************
 DO7865  DESIGNATION -  2319 F
 DO7865  PID         -  DO7865
 DO7865  STATE/COUNTY-  MN/FILLMORE
 DO7865  COUNTRY     -  US
 DO7865  USGS QUAD   -  ARENDAHL (2019)
 DO7865
 DO7865                         *CURRENT SURVEY CONTROL
 DO7865  ______________________________________________________________________
 DO7865* NAD 83(2011) POSITION- 43 45 18.44113(N) 091 57 50.24431(W)   ADJUSTED
 DO7865* NAD 83(2011) ELLIP HT-   299.963 (meters)        (08/26/13)   ADJUSTED
 DO7865* NAD 83(2011) EPOCH   -  2010.00
 DO7865* NAVD 88 ORTHO HEIGHT -   330.116 (meters)     1083.06  (feet) ADJUSTED
 DO7865  ______________________________________________________________________
 DO7865  GEOID HEIGHT    -        -30.163 (meters)                     GEOID18
 DO7865  NAD 83(2011) X  -   -158,144.374 (meters)                     COMP
 DO7865  NAD 83(2011) Y  - -4,611,840.947 (meters)                     COMP
 DO7865  NAD 83(2011) Z  -  4,388,686.718 (meters)                     COMP
 DO7865  LAPLACE CORR    -         -0.10  (seconds)                    DEFLEC18
 DO7865  DYNAMIC HEIGHT  -        330.056 (meters)     1082.86  (feet) COMP
 DO7865  MODELED GRAVITY -    980,428.5   (mgal)                       NAVD 88
 DO7865
 DO7865  VERT ORDER      -  SECOND    CLASS I
 DO7865
 DO7865  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DO7865  Standards:
 DO7865         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DO7865            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DO7865  -------------------------------------------------------------------
 DO7865  NETWORK    0.52   1.12           0.24   0.18   0.57      0.05508081
 DO7865  -------------------------------------------------------------------
 DO7865  Click here for local accuracies and other accuracy information.
 DO7865
 DO7865.The horizontal coordinates were established by GPS observations
 DO7865.and adjusted by the MN DEPT OF TRANSP in August 2013.
 DO7865
 DO7865.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DO7865.been affixed to the stable North American tectonic plate. See 
 DO7865.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DO7865
 DO7865.The horizontal coordinates are valid at the epoch date displayed above
 DO7865.which is a decimal equivalence of Year/Month/Day.
 DO7865
 DO7865.The orthometric height was determined by differential leveling and
 DO7865.adjusted by the NATIONAL GEODETIC SURVEY
 DO7865.in December 2013.
 DO7865
 DO7865.No vertical observational check was made to the station.
 DO7865
 DO7865.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO7865.GEOID18 height accuracy estimate available here.
 DO7865
 DO7865.Click photographs - Photos may exist for this station.
 DO7865
 DO7865.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DO7865
 DO7865.The Laplace correction was computed from DEFLEC18 derived deflections.
 DO7865
 DO7865.The ellipsoidal height was determined by GPS observations
 DO7865.and is referenced to NAD 83.
 DO7865
 DO7865.The dynamic height is computed by dividing the NAVD 88
 DO7865.geopotential number by the normal gravity value computed on the
 DO7865.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO7865.degrees latitude (g = 980.6199 gals.).
 DO7865
 DO7865.The modeled gravity was interpolated from observed gravity values.
 DO7865
 DO7865. The following values were computed from the NAD 83(2011) position.
 DO7865
 DO7865;                    North         East     Units Scale Factor Converg.
 DO7865;SPC MN S     -   185,946.251   963,957.498   MT  1.00000623   +1 25 37.6
 DO7865;SPC MN S     -   610,058.66  3,162,583.89   sFT  1.00000623   +1 25 37.6
 DO7865;UTM  15      - 4,845,196.959   583,404.923   MT  0.99968556   +0 42 59.6
 DO7865
 DO7865!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DO7865!SPC MN S     -   0.99995297  x   1.00000623  =   0.99995919
 DO7865!UTM  15      -   0.99995297  x   0.99968556  =   0.99963854
 DO7865
 DO7865:                Primary Azimuth Mark                     Grid Az
 DO7865:SPC MN S     -  2319 E                                   208 39 43.8
 DO7865:UTM  15      -  2319 E                                   209 22 21.8
 DO7865
 DO7865_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWJ8340445196(NAD 83)
 DO7865
 DO7865|---------------------------------------------------------------------|
 DO7865| PID    Reference Object                     Distance      Geod. Az  |
 DO7865|                                                           dddmmss.s |
 DO7865| DO7864 2319 E                              APPROX. 1.1 KM 2100521.4 |
 DO7865|---------------------------------------------------------------------|
 DO7865
 DO7865                          SUPERSEDED SURVEY CONTROL
 DO7865
 DO7865  NAVD 88             330.12   (m)         1083.1    (f) LEVELING    3  
 DO7865
 DO7865.Superseded values are not recommended for survey control.
 DO7865
 DO7865.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DO7865.See file dsdata.pdf to determine how the superseded data were derived.
 DO7865
 DO7865_MARKER: I = METAL ROD
 DO7865_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DO7865_STAMPING: 2319 F 2011
 DO7865_MARK LOGO: MNDT
 DO7865_PROJECTION: RECESSED 5 CENTIMETERS
 DO7865_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DO7865_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DO7865_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DO7865+SATELLITE: SATELLITE OBSERVATIONS - August 27, 2024
 DO7865_ROD/PIPE-DEPTH: 3.7 meters
 DO7865
 DO7865  HISTORY     - Date     Condition        Report By
 DO7865  HISTORY     - 20111011 MONUMENTED       MNDT
 DO7865  HISTORY     - 20240827 GOOD             MNDT
 DO7865
 DO7865                          STATION DESCRIPTION
 DO7865
 DO7865'DESCRIBED BY MN DEPT OF TRANSP 2011
 DO7865'2.45 MILES NORTH OF LANESBORO, 4.2 MILES NORTH AND EAST ALONG TRUNK
 DO7865'HIGHWAY 250 FROM JUNCTION OF TRUNK HIGHWAY 250 AND TRUNK HIGHWAY 16 IN
 DO7865'LANESBORO, AT TRUNK HIGHWAY 250 MILEPOINT 4.20, 39.8 FEET EAST OF
 DO7865'TRUNK HIGHWAY 250, 1.5 FEET NORTH OF WITNESS POST.
 DO7865
 DO7865                          STATION RECOVERY (2024)
 DO7865
 DO7865'RECOVERY NOTE BY MN DEPT OF TRANSP 2024 (RMJ)
 DO7865'2.45 MI (3.94 KM) NORTH OF LANESBORO, 4.2 MI (6.8 KM) NORTH AND EAST
 DO7865'ALONG TRUNK HIGHWAY 250 FROM THE JUNCTION OF TRUNK HIGHWAY 250 AND
 DO7865'TRUNK HIGHWAY 16 IN LANESBORO, AT TRUNK HIGHWAY 250 MILE POINT 4.20,
 DO7865'39.8 FT (12.1 M) EAST OF TRUNK HIGHWAY 250, 1.5 FT (0.5 M) NORTH OF A
 DO7865'WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DO7866 ***********************************************************************
 DO7866  DESIGNATION -  2319 G
 DO7866  PID         -  DO7866
 DO7866  STATE/COUNTY-  MN/FILLMORE
 DO7866  COUNTRY     -  US
 DO7866  USGS QUAD   -  ARENDAHL (2019)
 DO7866
 DO7866                         *CURRENT SURVEY CONTROL
 DO7866  ______________________________________________________________________
 DO7866* NAD 83(2011) POSITION- 43 46 07.58276(N) 091 56 58.99433(W)   ADJUSTED
 DO7866* NAD 83(2011) ELLIP HT-   308.878 (meters)        (08/26/13)   ADJUSTED
 DO7866* NAD 83(2011) EPOCH   -  2010.00
 DO7866* NAVD 88 ORTHO HEIGHT -   339.018 (meters)     1112.26  (feet) ADJUSTED
 DO7866  ______________________________________________________________________
 DO7866  GEOID HEIGHT    -        -30.155 (meters)                     GEOID18
 DO7866  NAD 83(2011) X  -   -156,963.006 (meters)                     COMP
 DO7866  NAD 83(2011) Y  - -4,610,838.066 (meters)                     COMP
 DO7866  NAD 83(2011) Z  -  4,389,788.305 (meters)                     COMP
 DO7866  LAPLACE CORR    -         -0.73  (seconds)                    DEFLEC18
 DO7866  DYNAMIC HEIGHT  -        338.956 (meters)     1112.06  (feet) COMP
 DO7866  MODELED GRAVITY -    980,426.4   (mgal)                       NAVD 88
 DO7866
 DO7866  VERT ORDER      -  SECOND    CLASS I
 DO7866
 DO7866  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DO7866  Standards:
 DO7866         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DO7866            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DO7866  -------------------------------------------------------------------
 DO7866  NETWORK    0.57   1.14           0.27   0.18   0.58      0.10855291
 DO7866  -------------------------------------------------------------------
 DO7866  Click here for local accuracies and other accuracy information.
 DO7866
 DO7866.The horizontal coordinates were established by GPS observations
 DO7866.and adjusted by the MN DEPT OF TRANSP in August 2013.
 DO7866
 DO7866.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DO7866.been affixed to the stable North American tectonic plate. See 
 DO7866.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DO7866
 DO7866.The horizontal coordinates are valid at the epoch date displayed above
 DO7866.which is a decimal equivalence of Year/Month/Day.
 DO7866
 DO7866.The orthometric height was determined by differential leveling and
 DO7866.adjusted by the NATIONAL GEODETIC SURVEY
 DO7866.in December 2013.
 DO7866
 DO7866.No vertical observational check was made to the station.
 DO7866
 DO7866.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO7866.GEOID18 height accuracy estimate available here.
 DO7866
 DO7866.Click photographs - Photos may exist for this station.
 DO7866
 DO7866.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DO7866
 DO7866.The Laplace correction was computed from DEFLEC18 derived deflections.
 DO7866
 DO7866.The ellipsoidal height was determined by GPS observations
 DO7866.and is referenced to NAD 83.
 DO7866
 DO7866.The dynamic height is computed by dividing the NAVD 88
 DO7866.geopotential number by the normal gravity value computed on the
 DO7866.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO7866.degrees latitude (g = 980.6199 gals.).
 DO7866
 DO7866.The modeled gravity was interpolated from observed gravity values.
 DO7866
 DO7866. The following values were computed from the NAD 83(2011) position.
 DO7866
 DO7866;                    North         East     Units Scale Factor Converg.
 DO7866;SPC MN S     -   187,491.104   965,065.619   MT  1.00000319   +1 26 13.6
 DO7866;SPC MN S     -   615,127.06  3,166,219.45   sFT  1.00000319   +1 26 13.6
 DO7866;UTM  15      - 4,846,727.464   584,531.758   MT  0.99968789   +0 43 35.7
 DO7866
 DO7866!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DO7866!SPC MN S     -   0.99995157  x   1.00000319  =   0.99995476
 DO7866!UTM  15      -   0.99995157  x   0.99968789  =   0.99963947
 DO7866
 DO7866:                Primary Azimuth Mark                     Grid Az
 DO7866:SPC MN S     -  2319 H                                   000 04 08.6
 DO7866:UTM  15      -  2319 H                                   000 46 46.5
 DO7866
 DO7866_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWJ8453146727(NAD 83)
 DO7866
 DO7866|---------------------------------------------------------------------|
 DO7866| PID    Reference Object                     Distance      Geod. Az  |
 DO7866|                                                           dddmmss.s |
 DO7866| DO7867 2319 H                              APPROX. 1.4 KM 0013022.2 |
 DO7866|---------------------------------------------------------------------|
 DO7866
 DO7866                          SUPERSEDED SURVEY CONTROL
 DO7866
 DO7866  NAVD 88             339.02   (m)         1112.3    (f) LEVELING    3  
 DO7866
 DO7866.Superseded values are not recommended for survey control.
 DO7866
 DO7866.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DO7866.See file dsdata.pdf to determine how the superseded data were derived.
 DO7866
 DO7866_MARKER: I = METAL ROD
 DO7866_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DO7866_STAMPING: 2319 G 2011
 DO7866_MARK LOGO: MNDT
 DO7866_PROJECTION: RECESSED 8 CENTIMETERS
 DO7866_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DO7866_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DO7866_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DO7866+SATELLITE: SATELLITE OBSERVATIONS - August 27, 2024
 DO7866_ROD/PIPE-DEPTH: 3.4 meters
 DO7866
 DO7866  HISTORY     - Date     Condition        Report By
 DO7866  HISTORY     - 20111011 MONUMENTED       MNDT
 DO7866  HISTORY     - 20201208 GOOD             MNDT
 DO7866  HISTORY     - 20240827 GOOD             MNDT
 DO7866
 DO7866                          STATION DESCRIPTION
 DO7866
 DO7866'DESCRIBED BY MN DEPT OF TRANSP 2011
 DO7866'3.6 MILES NORTHEAST OF LANESBORO, 5.6 MILES NORTH AND EAST ALONG TRUNK
 DO7866'HIGHWAY 250 FROM JUNCTION OF TRUNK HIGHWAY 250 AND TRUNK HIGHWAY 16 IN
 DO7866'LANESBORO, AT TRUNK HIGHWAY 250 MILEPOINT 5.6, 30.7 FEET EAST OF TRUNK
 DO7866'HIGHWAY 250, 49.3 FEET NORTHEAST OF NORTH END OF GUARDRAIL, 11.2 FEET
 DO7866'WEST OF FENCE LINE, 1.5 FEET SOUTH OF WITNESS POST.
 DO7866
 DO7866                          STATION RECOVERY (2020)
 DO7866
 DO7866'RECOVERY NOTE BY MN DEPT OF TRANSP 2020 (KMS)
 DO7866'RECOVERED IN GOOD CONDITION.
 DO7866
 DO7866                          STATION RECOVERY (2024)
 DO7866
 DO7866'RECOVERY NOTE BY MN DEPT OF TRANSP 2024 (RMJ)
 DO7866'3.6 MI (5.8 KM) NORTHEAST OF LANESBORO, 5.6 MI (9.0 KM) NORTH AND EAST
 DO7866'ALONG TRUNK HIGHWAY 250 FROM THE JUNCTION OF TRUNK HIGHWAY 250 AND
 DO7866'TRUNK HIGHWAY 16 IN LANESBORO, AT TRUNK HIGHWAY 250 MILE POINT 5.6,
 DO7866'30.7 FT (9.4 M) EAST OF TRUNK HIGHWAY 250, 49.3 FT (15.0 M) NORTHEAST
 DO7866'OF THE NORTH END OF A GUARDRAIL, 11.2 FT (3.4 M) WEST OF A FENCE LINE,
 DO7866'1.5 FT (0.5 M) SOUTH OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DO7867 ***********************************************************************
 DO7867  DESIGNATION -  2319 H
 DO7867  PID         -  DO7867
 DO7867  STATE/COUNTY-  MN/FILLMORE
 DO7867  COUNTRY     -  US
 DO7867  USGS QUAD   -  ARENDAHL (2019)
 DO7867
 DO7867                         *CURRENT SURVEY CONTROL
 DO7867  ______________________________________________________________________
 DO7867* NAD 83(2011) POSITION- 43 46 54.23321(N) 091 56 57.30133(W)   ADJUSTED
 DO7867* NAD 83(2011) ELLIP HT-   325.890 (meters)        (08/26/13)   ADJUSTED
 DO7867* NAD 83(2011) EPOCH   -  2010.00
 DO7867* NAVD 88 ORTHO HEIGHT -   356.027 (meters)     1168.07  (feet) ADJUSTED
 DO7867  ______________________________________________________________________
 DO7867  GEOID HEIGHT    -        -30.147 (meters)                     GEOID18
 DO7867  NAD 83(2011) X  -   -156,891.696 (meters)                     COMP
 DO7867  NAD 83(2011) Y  - -4,609,856.068 (meters)                     COMP
 DO7867  NAD 83(2011) Z  -  4,390,839.737 (meters)                     COMP
 DO7867  LAPLACE CORR    -         -0.93  (seconds)                    DEFLEC18
 DO7867  DYNAMIC HEIGHT  -        355.961 (meters)     1167.85  (feet) COMP
 DO7867  MODELED GRAVITY -    980,424.0   (mgal)                       NAVD 88
 DO7867
 DO7867  VERT ORDER      -  SECOND    CLASS I
 DO7867
 DO7867  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DO7867  Standards:
 DO7867         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DO7867            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DO7867  -------------------------------------------------------------------
 DO7867  NETWORK    0.57   1.14           0.27   0.18   0.58      0.10058650
 DO7867  -------------------------------------------------------------------
 DO7867  Click here for local accuracies and other accuracy information.
 DO7867
 DO7867.The horizontal coordinates were established by GPS observations
 DO7867.and adjusted by the MN DEPT OF TRANSP in August 2013.
 DO7867
 DO7867.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DO7867.been affixed to the stable North American tectonic plate. See 
 DO7867.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DO7867
 DO7867.The horizontal coordinates are valid at the epoch date displayed above
 DO7867.which is a decimal equivalence of Year/Month/Day.
 DO7867
 DO7867.The orthometric height was determined by differential leveling and
 DO7867.adjusted by the NATIONAL GEODETIC SURVEY
 DO7867.in December 2013.
 DO7867
 DO7867.No vertical observational check was made to the station.
 DO7867
 DO7867.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO7867.GEOID18 height accuracy estimate available here.
 DO7867
 DO7867.Click photographs - Photos may exist for this station.
 DO7867
 DO7867.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DO7867
 DO7867.The Laplace correction was computed from DEFLEC18 derived deflections.
 DO7867
 DO7867.The ellipsoidal height was determined by GPS observations
 DO7867.and is referenced to NAD 83.
 DO7867
 DO7867.The dynamic height is computed by dividing the NAVD 88
 DO7867.geopotential number by the normal gravity value computed on the
 DO7867.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO7867.degrees latitude (g = 980.6199 gals.).
 DO7867
 DO7867.The modeled gravity was interpolated from observed gravity values.
 DO7867
 DO7867. The following values were computed from the NAD 83(2011) position.
 DO7867
 DO7867;                    North         East     Units Scale Factor Converg.
 DO7867;SPC MN S     -   188,931.390   965,067.355   MT  1.00000035   +1 26 14.7
 DO7867;SPC MN S     -   619,852.40  3,166,225.15   sFT  1.00000035   +1 26 14.7
 DO7867;UTM  15      - 4,848,167.166   584,551.347   MT  0.99968793   +0 43 37.5
 DO7867
 DO7867!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DO7867!SPC MN S     -   0.99994890  x   1.00000035  =   0.99994925
 DO7867!UTM  15      -   0.99994890  x   0.99968793  =   0.99963685
 DO7867
 DO7867:                Primary Azimuth Mark                     Grid Az
 DO7867:SPC MN S     -  2319 G                                   180 04 08.7
 DO7867:UTM  15      -  2319 G                                   180 46 45.9
 DO7867
 DO7867_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWJ8455148167(NAD 83)
 DO7867
 DO7867|---------------------------------------------------------------------|
 DO7867| PID    Reference Object                     Distance      Geod. Az  |
 DO7867|                                                           dddmmss.s |
 DO7867| DO7866 2319 G                              APPROX. 1.4 KM 1813023.4 |
 DO7867|---------------------------------------------------------------------|
 DO7867
 DO7867                          SUPERSEDED SURVEY CONTROL
 DO7867
 DO7867  NAVD 88             356.03   (m)         1168.1    (f) LEVELING    3  
 DO7867
 DO7867.Superseded values are not recommended for survey control.
 DO7867
 DO7867.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DO7867.See file dsdata.pdf to determine how the superseded data were derived.
 DO7867
 DO7867_MARKER: I = METAL ROD
 DO7867_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DO7867_STAMPING: 2319 H 2011
 DO7867_MARK LOGO: MNDT
 DO7867_PROJECTION: RECESSED 5 CENTIMETERS
 DO7867_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DO7867_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DO7867_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DO7867+SATELLITE: SATELLITE OBSERVATIONS - August 27, 2024
 DO7867_ROD/PIPE-DEPTH: 9.1 meters
 DO7867
 DO7867  HISTORY     - Date     Condition        Report By
 DO7867  HISTORY     - 20111011 MONUMENTED       MNDT
 DO7867  HISTORY     - 20240827 GOOD             MNDT
 DO7867
 DO7867                          STATION DESCRIPTION
 DO7867
 DO7867'DESCRIBED BY MN DEPT OF TRANSP 2011
 DO7867'4.3 MILES NORTHEAST OF LANESBORO, 6.6 MILES NORTH AND EAST ALONG TRUNK
 DO7867'HIGHWAY 250 FROM JUNCTION OF TRUNK HIGHWAY 250 AND TRUNK HIGHWAY 16 IN
 DO7867'LANESBORO, AT TRUNK HIGHWAY 250 MILEPOINT 6.6, 142.7 FEET EAST OF
 DO7867'TRUNK HIGHWAY 250, 15.1 FEET SOUTH OF 296TH STREET, 21.8 FEET EAST OF
 DO7867'POWER POLE WITH GUY WIRE, 1.5 FEET EAST OF WITNESS POST.
 DO7867
 DO7867                          STATION RECOVERY (2024)
 DO7867
 DO7867'RECOVERY NOTE BY MN DEPT OF TRANSP 2024 (RMJ)
 DO7867'4.3 MI (6.9 KM) NORTHEAST OF LANESBORO, 6.6 MI (10.6 KM) NORTH AND
 DO7867'EAST ALONG TRUNK HIGHWAY 250 FROM THE JUNCTION OF TRUNK HIGHWAY 250
 DO7867'AND TRUNK HIGHWAY 16 IN LANESBORO, AT TRUNK HIGHWAY 250 MILE POINT
 DO7867'6.6, 142.7 FT (43.5 M) EAST OF TRUNK HIGHWAY 250, 15.1 FT (4.6 M)
 DO7867'SOUTH OF 296TH STREET, 21.8 FT (6.6 M) EAST OF A POWER POLE WITH A GUY
 DO7867'WIRE, 1.5 FT (0.5 M) EAST OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DP6786 ***********************************************************************
 DP6786  DESIGNATION -  2320 A RESET
 DP6786  PID         -  DP6786
 DP6786  STATE/COUNTY-  MN/FILLMORE
 DP6786  COUNTRY     -  US
 DP6786  USGS QUAD   -  CHERRY GROVE (2019)
 DP6786
 DP6786                         *CURRENT SURVEY CONTROL
 DP6786  ______________________________________________________________________
 DP6786* NAD 83(1986) POSITION- 43 32 35.01   (N) 092 20 57.85   (W)   HD_HELD1
 DP6786* NAVD 88 ORTHO HEIGHT -   406.960 (meters)     1335.17  (feet) ADJUSTED
 DP6786  ______________________________________________________________________
 DP6786  GEOID HEIGHT    -        -30.244 (meters)                     GEOID18
 DP6786  DYNAMIC HEIGHT  -        406.856 (meters)     1334.83  (feet) COMP
 DP6786  MODELED GRAVITY -    980,351.8   (mgal)                       NAVD 88
 DP6786
 DP6786  VERT ORDER      -  SECOND    CLASS I
 DP6786
 DP6786.The horizontal coordinates were determined by differentially corrected
 DP6786.hand held GPS observations or other comparable positioning techniques
 DP6786.and have an estimated accuracy of +/- 3 meters.
 DP6786
 DP6786.The orthometric height was determined by differential leveling and
 DP6786.adjusted by the NATIONAL GEODETIC SURVEY
 DP6786.in June 2015.
 DP6786
 DP6786.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP6786.GEOID18 height accuracy estimate available here.
 DP6786
 DP6786.Click photographs - Photos may exist for this station.
 DP6786
 DP6786.The dynamic height is computed by dividing the NAVD 88
 DP6786.geopotential number by the normal gravity value computed on the
 DP6786.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP6786.degrees latitude (g = 980.6199 gals.).
 DP6786
 DP6786.The modeled gravity was interpolated from observed gravity values.
 DP6786
 DP6786;                    North         East    Units  Estimated Accuracy
 DP6786;SPC MN S     -   161,688.9     933,398.9     MT  (+/- 3 meters HH1 GPS) 
 DP6786
 DP6786_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWJ5255921328(NAD 83)
 DP6786
 DP6786                          SUPERSEDED SURVEY CONTROL
 DP6786
 DP6786.No superseded survey control is available for this station.
 DP6786
 DP6786_MARKER: I = METAL ROD
 DP6786_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DP6786_STAMPING: 2320 A RESET 2013
 DP6786_MARK LOGO: MNDT
 DP6786_PROJECTION: RECESSED 38 CENTIMETERS
 DP6786_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DP6786_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DP6786_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP6786+SATELLITE: SATELLITE OBSERVATIONS - July 17, 2024
 DP6786
 DP6786  HISTORY     - Date     Condition        Report By
 DP6786  HISTORY     - 2013     MONUMENTED       MNDT
 DP6786  HISTORY     - 20201208 GOOD             MNDT
 DP6786  HISTORY     - 20240717 GOOD             MNDT
 DP6786
 DP6786                          STATION DESCRIPTION
 DP6786
 DP6786'DESCRIBED BY MN DEPT OF TRANSP 2013 (KMS)
 DP6786'THE STATION IS LOCATED ABOUT 7.5 MI (12.1 KM) WEST-SOUTHWEST OF
 DP6786'GREENLEAFTON, 6.3 MI (10.1 KM) SOUTHEAST OF OSTRANDER AND 4.3 MI (6.9
 DP6786'KM) SOUTHWEST OF CHERRY GROVE.
 DP6786'
 DP6786'10.0 MILES SOUTH OF SPRING VALLEY, 10.4 MI (16.7 KM) SOUTH ALONG TRUNK
 DP6786'HIGHWAY 63 FROM THE JUNCTION OF TRUNK HIGHWAY 63 AND TRUNK HIGHWAY 12
 DP6786'INCH (30 CM) SPRING VALLEY TO TRUNK HIGHWAY 63 MILE POINT 3.0, THEN
 DP6786'1.1 MI (1.8 KM) EAST ALONG TRUNK HIGHWAY 44, THEN 0.05 MI (0.1 KM)
 DP6786'SOUTH ON 151ST AVENUE.
 DP6786'
 DP6786'IT IS 96.0 FT (29.3 M) SOUTH OF A FIELD ENTRANCE, 60.0 FT (18.3 M)
 DP6786'NORTH-NORTHEAST OF POWER POLE, 29.5 FT (9.0 M) EAST OF 151ST AVENUE,
 DP6786'1.3 FT (0.4 M) NORTH OF A WITNESS POST.
 DP6786'
 DP6786'NOTE-ROD DEPTH IS UNKNOWN.
 DP6786
 DP6786                          STATION RECOVERY (2020)
 DP6786
 DP6786'RECOVERY NOTE BY MN DEPT OF TRANSP 2020 (KMS)
 DP6786'RECOVERED IN GOOD CONDITION.
 DP6786
 DP6786                          STATION RECOVERY (2024)
 DP6786
 DP6786'RECOVERY NOTE BY MN DEPT OF TRANSP 2024 (TJD)
 DP6786'10.0 MI (16.1 KM) SOUTH OF SPRING VALLEY, 10.4 MI (16.7 KM) SOUTH
 DP6786'ALONG TRUNK HIGHWAY 63 FROM THE JUNCTION OF TRUNK HIGHWAY 63 AND TRUNK
 DP6786'HIGHWAY 12 IN SPRING VALLEY TO TRUNK HIGHWAY 63 MILE POINT 3.0, THEN
 DP6786'1.1 MI (1.8 KM) EAST ALONG TRUNK HIGHWAY 44, THEN 0.05 MI (0.08 KM)
 DP6786'SOUTH ON 151ST AVENUE, 96.0 FT (29.3 M) SOUTH OF A FIELD ENTRANCE,
 DP6786'60.0 FT (18.3 M) NORTH-NORTHEAST OF A POWER POLE, 29.5 FT (9.0 M) EAST
 DP6786'OF 151ST AVENUE, 1.3 FT (0.4 M) NORTH OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 AE8062 ***********************************************************************
 AE8062  DESIGNATION -  2320 C
 AE8062  PID         -  AE8062
 AE8062  STATE/COUNTY-  MN/FILLMORE
 AE8062  COUNTRY     -  US
 AE8062  USGS QUAD   -  CHERRY GROVE (2019)
 AE8062
 AE8062                         *CURRENT SURVEY CONTROL
 AE8062  ______________________________________________________________________
 AE8062* NAD 83(1986) POSITION- 43 32 39.5    (N) 092 19 45.6    (W)   HD_HELD2
 AE8062* NAVD 88 ORTHO HEIGHT -   407.019 (meters)     1335.36  (feet) ADJUSTED
 AE8062  ______________________________________________________________________
 AE8062  GEOID HEIGHT    -        -30.265 (meters)                     GEOID18
 AE8062  DYNAMIC HEIGHT  -        406.915 (meters)     1335.02  (feet) COMP
 AE8062  MODELED GRAVITY -    980,352.2   (mgal)                       NAVD 88
 AE8062
 AE8062  VERT ORDER      -  SECOND    CLASS I
 AE8062
 AE8062.The horizontal coordinates were established by autonomous hand held GPS
 AE8062.observations and have an estimated accuracy of +/- 10 meters.
 AE8062
 AE8062.The orthometric height was determined by differential leveling and
 AE8062.adjusted by the NATIONAL GEODETIC SURVEY
 AE8062.in November 1998.
 AE8062
 AE8062.Significant digits in the geoid height do not necessarily reflect accuracy.
 AE8062.GEOID18 height accuracy estimate available here.
 AE8062
 AE8062.Click photographs - Photos may exist for this station.
 AE8062
 AE8062.The dynamic height is computed by dividing the NAVD 88
 AE8062.geopotential number by the normal gravity value computed on the
 AE8062.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE8062.degrees latitude (g = 980.6199 gals.).
 AE8062
 AE8062.The modeled gravity was interpolated from observed gravity values.
 AE8062
 AE8062;                    North         East    Units  Estimated Accuracy
 AE8062;SPC MN S     -   161,860.      935,018.      MT  (+/- 10 meters HH2 GPS)
 AE8062
 AE8062_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWJ5417921480(NAD 83)
 AE8062
 AE8062                          SUPERSEDED SURVEY CONTROL
 AE8062
 AE8062.No superseded survey control is available for this station.
 AE8062
 AE8062_MARKER: DV = VERTICAL CONTROL DISK
 AE8062_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 AE8062_STAMPING: 2320 C 1981
 AE8062_MARK LOGO: MNDT
 AE8062_PROJECTION: PROJECTING 15 CENTIMETERS
 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 - July 17, 2024
 AE8062
 AE8062  HISTORY     - Date     Condition        Report By
 AE8062  HISTORY     - 19810401 MONUMENTED       MNDT
 AE8062  HISTORY     - 19910926 GOOD             MNDT
 AE8062  HISTORY     - 20070829 POOR             MNDT
 AE8062  HISTORY     - 20240717 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.
 AE8062
 AE8062                          STATION RECOVERY (2007)
 AE8062
 AE8062'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (DRB)
 AE8062'10.2 MI (16.4 KM) SOUTHEAST OF SPRING VALLEY, 2.1 MI (3.4 KM) EAST
 AE8062'ALONG TRUNK HIGHWAY 44  FROM THE JUNCTION OF TRUNK HIGHWAY 44 AND
 AE8062'TRUNK HIGHWAY 63, 99.5 FT (30.3 M) NORTH OF COUNTY ROAD 44, 46.5 FT
 AE8062'(14.2 M) EAST OF COUNTY ROAD 114, 21.0 FT (6.4 M) NORTH OF PVC VENT,
 AE8062'1.1 FT (0.3 M) SOUTHEAST OF A WITNESS POST.
 AE8062
 AE8062                          STATION RECOVERY (2024)
 AE8062
 AE8062'RECOVERY NOTE BY MN DEPT OF TRANSP 2024 (TJD)
 AE8062'10.2 MI (16.4 KM) SOUTHEAST OF SPRING VALLEY, 10.0 MI (16.1 KM) SOUTH
 AE8062'ALONG TRUNK HIGHWAY 63 FROM THE JUNCTION OF TRUNK HIGHWAY 63 AND TRUNK
 AE8062'HIGHWAY 12 IN SPRING VALLEY, 2.1 MI (3.4 KM) EAST ALONG TRUNK HIGHWAY
 AE8062'44, 99.5 FT (30.3 M) NORTH OF COUNTY ROAD 44, 46.5 FT (14.2 M) EAST OF
 AE8062'COUNTY ROAD 114, 21.0 FT (6.4 M) NORTH OF A PVC VENT, 1.1 FT (0.3 M)
 AE8062'SOUTHEAST OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 AE8063 ***********************************************************************
 AE8063  DESIGNATION -  2320 D
 AE8063  PID         -  AE8063
 AE8063  STATE/COUNTY-  MN/FILLMORE
 AE8063  COUNTRY     -  US
 AE8063  USGS QUAD   -  CHERRY GROVE (2019)
 AE8063
 AE8063                         *CURRENT SURVEY CONTROL
 AE8063  ______________________________________________________________________
 AE8063* NAD 83(1986) POSITION- 43 32 35.3    (N) 092 18 33.8    (W)   HD_HELD2
 AE8063* NAVD 88 ORTHO HEIGHT -   402.929 (meters)     1321.94  (feet) ADJUSTED
 AE8063  ______________________________________________________________________
 AE8063  GEOID HEIGHT    -        -30.284 (meters)                     GEOID18
 AE8063  DYNAMIC HEIGHT  -        402.827 (meters)     1321.61  (feet) COMP
 AE8063  MODELED GRAVITY -    980,352.9   (mgal)                       NAVD 88
 AE8063
 AE8063  VERT ORDER      -  SECOND    CLASS I
 AE8063
 AE8063.The horizontal coordinates were established by autonomous hand held GPS
 AE8063.observations and have an estimated accuracy of +/- 10 meters.
 AE8063
 AE8063.The orthometric height was determined by differential leveling and
 AE8063.adjusted by the NATIONAL GEODETIC SURVEY
 AE8063.in November 1998.
 AE8063
 AE8063.Significant digits in the geoid height do not necessarily reflect accuracy.
 AE8063.GEOID18 height accuracy estimate available here.
 AE8063
 AE8063.Click photographs - Photos may exist for this station.
 AE8063
 AE8063.The dynamic height is computed by dividing the NAVD 88
 AE8063.geopotential number by the normal gravity value computed on the
 AE8063.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE8063.degrees latitude (g = 980.6199 gals.).
 AE8063
 AE8063.The modeled gravity was interpolated from observed gravity values.
 AE8063
 AE8063;                    North         East    Units  Estimated Accuracy
 AE8063;SPC MN S     -   161,764.      936,632.      MT  (+/- 10 meters HH2 GPS)
 AE8063
 AE8063_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWJ5579221363(NAD 83)
 AE8063
 AE8063                          SUPERSEDED SURVEY CONTROL
 AE8063
 AE8063.No superseded survey control is available for this station.
 AE8063
 AE8063_MARKER: DV = VERTICAL CONTROL DISK
 AE8063_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 AE8063_STAMPING: 2320 D 1981
 AE8063_MARK LOGO: MNDT
 AE8063_PROJECTION: FLUSH
 AE8063_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AE8063_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AE8063_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE8063+SATELLITE: SATELLITE OBSERVATIONS - July 17, 2024
 AE8063_ROD/PIPE-DEPTH: 3.1 meters
 AE8063
 AE8063  HISTORY     - Date     Condition        Report By
 AE8063  HISTORY     - 19810401 MONUMENTED       MNDT
 AE8063  HISTORY     - 19910926 GOOD             MNDT
 AE8063  HISTORY     - 20070829 GOOD             MNDT
 AE8063  HISTORY     - 20240717 POOR             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.
 AE8063
 AE8063                          STATION RECOVERY (2007)
 AE8063
 AE8063'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (DRB)
 AE8063'10.7 MI (17.2 KM) SOUTHEAST OF SPRING VALLEY, 3.1 MI (5.0 KM) EAST
 AE8063'ALONG TRUNK HIGHWAY 44  FROM THE JUNCTION OF TRUNK HIGHWAY 44 AND
 AE8063'TRUNK HIGHWAY 63, 3.0 MI (4.8 KM) EAST ALONG COUNTY ROAD 44  FROM THE
 AE8063'JUNCTION OF COUNTY ROAD 44 AND TRUNK HIGHWAY 63, 350.0 FT (106.7 M)
 AE8063'SOUTH OF COUNTY ROAD 44, 34 FT (10.4 M) EAST OF GRAVEL ROAD, 7.0 FT
 AE8063'(2.1 M) NORTH OF POWER POLE, 1.0 FT (0.3 M) WEST OF A WITNESS POST.
 AE8063
 AE8063                          STATION RECOVERY (2024)
 AE8063
 AE8063'RECOVERY NOTE BY MN DEPT OF TRANSP 2024 (TJD)
 AE8063'10.7 MI (17.2 KM) SOUTHEAST OF SPRING VALLEY, 10.0 MI (16.1 KM) SOUTH
 AE8063'ALONG TRUNK HIGHWAY 63 FROM THE JUNCTION OF TRUNK HIGHWAY 63 AND TRUNK
 AE8063'HIGHWAY 12 IN SPRING VALLEY, 3.1 MI (5.0 KM) EAST ALONG TRUNK HIGHWAY
 AE8063'44, 3.0 MI (4.8 KM) EAST ALONG COUNTY ROAD 44, 350.0 FT (106.7 M)
 AE8063'SOUTH OF COUNTY ROAD 44, 34.0 FT (10.4 M) EAST OF 171ST AVENUE, 7.0 FT
 AE8063'(2.1 M) NORTH OF A POWER POLE, 1.0 FT (0.3 M) WEST OF A WITNESS POST.
 AE8063'THE CAP WAS MISSING.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 AC4914 ***********************************************************************
 AC4914  CBN         -  This is a Cooperative Base Network Control Station.
 AC4914  DESIGNATION -  2320 L
 AC4914  PID         -  AC4914
 AC4914  STATE/COUNTY-  MN/FILLMORE
 AC4914  COUNTRY     -  US
 AC4914  USGS QUAD   -  GREENLEAFTON (2019)
 AC4914
 AC4914                         *CURRENT SURVEY CONTROL
 AC4914  ______________________________________________________________________
 AC4914* NAD 83(2011) POSITION- 43 32 40.95491(N) 092 11 21.31139(W)   ADJUSTED
 AC4914* NAD 83(2011) ELLIP HT-   378.560 (meters)        (06/27/12)   ADJUSTED
 AC4914* NAD 83(2011) EPOCH   -  2010.00
 AC4914* NAVD 88 ORTHO HEIGHT -   408.905 (meters)     1341.55  (feet) ADJUSTED
 AC4914  ______________________________________________________________________
 AC4914  GEOID HEIGHT    -        -30.344 (meters)                     GEOID18
 AC4914  NAD 83(2011) X  -   -176,896.252 (meters)                     COMP
 AC4914  NAD 83(2011) Y  - -4,627,366.018 (meters)                     COMP
 AC4914  NAD 83(2011) Z  -  4,371,824.437 (meters)                     COMP
 AC4914  LAPLACE CORR    -         -0.23  (seconds)                    DEFLEC18
 AC4914  DYNAMIC HEIGHT  -        408.802 (meters)     1341.21  (feet) COMP
 AC4914  MODELED GRAVITY -    980,356.9   (mgal)                       NAVD 88
 AC4914
 AC4914  VERT ORDER      -  SECOND    CLASS I
 AC4914
 AC4914  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AC4914  Standards:
 AC4914         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AC4914            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AC4914  -------------------------------------------------------------------
 AC4914  NETWORK    0.47   0.82           0.22   0.15   0.42      0.05638553
 AC4914  -------------------------------------------------------------------
 AC4914  Click here for local accuracies and other accuracy information.
 AC4914
 AC4914.The horizontal coordinates were established by GPS observations
 AC4914.and adjusted by the National Geodetic Survey in June 2012.
 AC4914
 AC4914.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AC4914.been affixed to the stable North American tectonic plate. See 
 AC4914.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AC4914
 AC4914.The horizontal coordinates are valid at the epoch date displayed above
 AC4914.which is a decimal equivalence of Year/Month/Day.
 AC4914
 AC4914.The orthometric height was determined by differential leveling and
 AC4914.adjusted by the NATIONAL GEODETIC SURVEY
 AC4914.in November 1998.
 AC4914
 AC4914.Significant digits in the geoid height do not necessarily reflect accuracy.
 AC4914.GEOID18 height accuracy estimate available here.
 AC4914
 AC4914.Click photographs - Photos may exist for this station.
 AC4914
 AC4914.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AC4914
 AC4914.The Laplace correction was computed from DEFLEC18 derived deflections.
 AC4914
 AC4914.The ellipsoidal height was determined by GPS observations
 AC4914.and is referenced to NAD 83.
 AC4914
 AC4914.The dynamic height is computed by dividing the NAVD 88
 AC4914.geopotential number by the normal gravity value computed on the
 AC4914.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC4914.degrees latitude (g = 980.6199 gals.).
 AC4914
 AC4914.The modeled gravity was interpolated from observed gravity values.
 AC4914
 AC4914. The following values were computed from the NAD 83(2011) position.
 AC4914
 AC4914;                    North         East     Units Scale Factor Converg.
 AC4914;SPC MN S     -   162,146.335   946,335.929   MT  1.00006023   +1 16 09.1
 AC4914;SPC MN S     -   531,975.10  3,104,770.46   sFT  1.00006023   +1 16 09.1
 AC4914;UTM  15      - 4,821,626.022   565,496.013   MT  0.99965276   +0 33 30.8
 AC4914
 AC4914!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AC4914!SPC MN S     -   0.99994064  x   1.00006023  =   1.00000087
 AC4914!UTM  15      -   0.99994064  x   0.99965276  =   0.99959342
 AC4914
 AC4914_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWJ6549621626(NAD 83)
 AC4914
 AC4914                          SUPERSEDED SURVEY CONTROL
 AC4914
 AC4914  NAD 83(2007)-  43 32 40.95508(N)    092 11 21.31226(W) AD(2002.00) 0
 AC4914  ELLIP H (02/10/07)  378.585  (m)                       GP(2002.00)    
 AC4914  NAD 83(1996)-  43 32 40.95452(N)    092 11 21.31127(W) AD(       ) B
 AC4914  ELLIP H (01/15/97)  378.642  (m)                       GP(       ) 4 1
 AC4914  NAVD 88             408.90   (m)         1341.5    (f) LEVELING    3  
 AC4914  NAVD 88 (01/15/97)  408.9    (m)  GEOID96  model used  GPS OBS        
 AC4914
 AC4914.Superseded values are not recommended for survey control.
 AC4914
 AC4914.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC4914.See file dsdata.pdf to determine how the superseded data were derived.
 AC4914
 AC4914_MARKER: DV = VERTICAL CONTROL DISK
 AC4914_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 AC4914_STAMPING: 2320 L 1981
 AC4914_MARK LOGO: MNDT
 AC4914_PROJECTION: FLUSH
 AC4914_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AC4914_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AC4914_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC4914+SATELLITE: SATELLITE OBSERVATIONS - July 23, 2024
 AC4914_ROD/PIPE-DEPTH: 3.0 meters
 AC4914
 AC4914  HISTORY     - Date     Condition        Report By
 AC4914  HISTORY     - 19810401 MONUMENTED       MNDT
 AC4914  HISTORY     - 19910827 GOOD             MNDT
 AC4914  HISTORY     - 19950502 GOOD             MNDT
 AC4914  HISTORY     - 20040823 GOOD             MNDT
 AC4914  HISTORY     - 20080624 GOOD             JCLS
 AC4914  HISTORY     - 20130731 GOOD             MNDT
 AC4914  HISTORY     - 20151001 GOOD             MNDT
 AC4914  HISTORY     - 20240723 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.
 AC4914
 AC4914                          STATION RECOVERY (2008)
 AC4914
 AC4914'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2008
 AC4914'RECOVERED IN GOOD CONDITION.
 AC4914
 AC4914                          STATION RECOVERY (2013)
 AC4914
 AC4914'RECOVERY NOTE BY MN DEPT OF TRANSP 2013 (JXJ)
 AC4914'RECOVERED AS DESCRIBED.  NOW, 1.6 FEET NORTH OF WITNESS POST.
 AC4914
 AC4914                          STATION RECOVERY (2015)
 AC4914
 AC4914'RECOVERY NOTE BY MN DEPT OF TRANSP 2015 (MPP)
 AC4914'9.0 MILES WEST OF HARMONY, 9.2 MILES WEST ALONG COUNTY ROAD 44 FROM
 AC4914'JUNCTION OF COUNTY ROAD 44 AND TRUNK HIGHWAY 139 IN HARMONY, 180.0
 AC4914'FEET NORTH OF COUNTY ROAD 44, 39.0 FEET EAST OF GRAVEL ROAD (231ST
 AC4914'AVENUE), 1.6 FEET NORTH OF WITNESS POST.
 AC4914
 AC4914                          STATION RECOVERY (2024)
 AC4914
 AC4914'RECOVERY NOTE BY MN DEPT OF TRANSP 2024 (KMS)
 AC4914'9.0 MI (14.5 KM) WEST OF HARMONY, 9.2 MI (14.8 KM) WEST ALONG COUNTY
 AC4914'ROAD 44 FROM THE JUNCTION OF COUNTY ROAD 44 AND TRUNK HIGHWAY 139 IN
 AC4914'HARMONY, 180.0 FT (54.9 M) NORTH OF COUNTY ROAD 44, 39.0 FT (11.9 M)
 AC4914'EAST OF 231ST AVENUE, 1.6 FT (0.5 M) NORTH OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 AE8073 ***********************************************************************
 AE8073  DESIGNATION -  2320 Q
 AE8073  PID         -  AE8073
 AE8073  STATE/COUNTY-  MN/FILLMORE
 AE8073  COUNTRY     -  US
 AE8073  USGS QUAD   -  HARMONY (2019)
 AE8073
 AE8073                         *CURRENT SURVEY CONTROL
 AE8073  ______________________________________________________________________
 AE8073* NAD 83(1986) POSITION- 43 32 37.39   (N) 092 06 53.43   (W)   HD_HELD1
 AE8073* NAVD 88 ORTHO HEIGHT -   407.474 (meters)     1336.85  (feet) ADJUSTED
 AE8073  ______________________________________________________________________
 AE8073  GEOID HEIGHT    -        -30.332 (meters)                     GEOID18
 AE8073  DYNAMIC HEIGHT  -        407.374 (meters)     1336.53  (feet) COMP
 AE8073  MODELED GRAVITY -    980,362.6   (mgal)                       NAVD 88
 AE8073
 AE8073  VERT ORDER      -  SECOND    CLASS I
 AE8073
 AE8073.The horizontal coordinates were determined by differentially corrected
 AE8073.hand held GPS observations or other comparable positioning techniques
 AE8073.and have an estimated accuracy of +/- 3 meters.
 AE8073
 AE8073.The orthometric height was determined by differential leveling and
 AE8073.adjusted by the NATIONAL GEODETIC SURVEY
 AE8073.in November 1998.
 AE8073
 AE8073.Significant digits in the geoid height do not necessarily reflect accuracy.
 AE8073.GEOID18 height accuracy estimate available here.
 AE8073
 AE8073.Click photographs - Photos may exist for this station.
 AE8073
 AE8073.The dynamic height is computed by dividing the NAVD 88
 AE8073.geopotential number by the normal gravity value computed on the
 AE8073.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE8073.degrees latitude (g = 980.6199 gals.).
 AE8073
 AE8073.The modeled gravity was interpolated from observed gravity values.
 AE8073
 AE8073;                    North         East    Units  Estimated Accuracy
 AE8073;SPC MN S     -   162,172.3     952,351.0     MT  (+/- 3 meters HH1 GPS) 
 AE8073
 AE8073_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWJ7150821577(NAD 83)
 AE8073
 AE8073                          SUPERSEDED SURVEY CONTROL
 AE8073
 AE8073.No superseded survey control is available for this station.
 AE8073
 AE8073_MARKER: DV = VERTICAL CONTROL DISK
 AE8073_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 AE8073_STAMPING: 2320 Q 1981
 AE8073_MARK LOGO: MNDT
 AE8073_PROJECTION: FLUSH
 AE8073_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AE8073_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AE8073_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE8073+SATELLITE: SATELLITE OBSERVATIONS - July 23, 2024
 AE8073_ROD/PIPE-DEPTH: 3.1 meters
 AE8073
 AE8073  HISTORY     - Date     Condition        Report By
 AE8073  HISTORY     - 19810401 MONUMENTED       MNDT
 AE8073  HISTORY     - 19910827 GOOD             MNDT
 AE8073  HISTORY     - 20070912 GOOD             MNDT
 AE8073  HISTORY     - 20201208 GOOD             MNDT
 AE8073  HISTORY     - 20240723 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.
 AE8073
 AE8073                          STATION RECOVERY (2007)
 AE8073
 AE8073'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (DRB)
 AE8073'5.0 MI (8.0 KM) WEST OF HARMONY, 5.2 MI (8.4 KM) WEST ALONG COUNTY
 AE8073'ROAD 44  FROM THE JUNCTION OF COUNTY ROAD 44 AND TRUNK HIGHWAY 139,
 AE8073'150 FT (45.7 M) SOUTH OF COUNTY ROAD 44, 41 FT (12.5 M) WEST OF GRAVEL
 AE8073'ROAD (JOURNEY ROAD), 0.9 FT (27 CM) EAST OF A FENCE LINE, 0.6 FT (18
 AE8073'CM) EAST OF A WITNESS POST.
 AE8073
 AE8073                          STATION RECOVERY (2020)
 AE8073
 AE8073'RECOVERY NOTE BY MN DEPT OF TRANSP 2020 (KMS)
 AE8073'RECOVERED IN GOOD CONDITION.
 AE8073
 AE8073                          STATION RECOVERY (2024)
 AE8073
 AE8073'RECOVERY NOTE BY MN DEPT OF TRANSP 2024 (KMS)
 AE8073'5.0 MI (8.0 KM) WEST OF HARMONY, 5.2 MI (8.4 KM) WEST ALONG COUNTY
 AE8073'ROAD 44 FROM THE JUNCTION OF COUNTY ROAD 44 AND TRUNK HIGHWAY 139 IN
 AE8073'HARMONY, 150.0 FT (45.7 M) SOUTH OF COUNTY ROAD 44, 41.0 FT (12.5 M)
 AE8073'WEST OF JOURNEY ROAD, 0.6 FT (18 CM) EAST OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 AE8074 ***********************************************************************
 AE8074  DESIGNATION -  2320 R
 AE8074  PID         -  AE8074
 AE8074  STATE/COUNTY-  MN/FILLMORE
 AE8074  COUNTRY     -  US
 AE8074  USGS QUAD   -  HARMONY (2019)
 AE8074
 AE8074                         *CURRENT SURVEY CONTROL
 AE8074  ______________________________________________________________________
 AE8074* NAD 83(1986) POSITION- 43 32 37.34   (N) 092 05 57.71   (W)   HD_HELD1
 AE8074* NAVD 88 ORTHO HEIGHT -   407.261 (meters)     1336.16  (feet) ADJUSTED
 AE8074  ______________________________________________________________________
 AE8074  GEOID HEIGHT    -        -30.324 (meters)                     GEOID18
 AE8074  DYNAMIC HEIGHT  -        407.162 (meters)     1335.83  (feet) COMP
 AE8074  MODELED GRAVITY -    980,364.0   (mgal)                       NAVD 88
 AE8074
 AE8074  VERT ORDER      -  SECOND    CLASS I
 AE8074
 AE8074.The horizontal coordinates were determined by differentially corrected
 AE8074.hand held GPS observations or other comparable positioning techniques
 AE8074.and have an estimated accuracy of +/- 3 meters.
 AE8074
 AE8074.The orthometric height was determined by differential leveling and
 AE8074.adjusted by the NATIONAL GEODETIC SURVEY
 AE8074.in November 1998.
 AE8074
 AE8074.Significant digits in the geoid height do not necessarily reflect accuracy.
 AE8074.GEOID18 height accuracy estimate available here.
 AE8074
 AE8074.Click photographs - Photos may exist for this station.
 AE8074
 AE8074.The dynamic height is computed by dividing the NAVD 88
 AE8074.geopotential number by the normal gravity value computed on the
 AE8074.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE8074.degrees latitude (g = 980.6199 gals.).
 AE8074
 AE8074.The modeled gravity was interpolated from observed gravity values.
 AE8074
 AE8074;                    North         East    Units  Estimated Accuracy
 AE8074;SPC MN S     -   162,199.7     953,601.7     MT  (+/- 3 meters HH1 GPS) 
 AE8074
 AE8074_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWJ7275821589(NAD 83)
 AE8074
 AE8074                          SUPERSEDED SURVEY CONTROL
 AE8074
 AE8074.No superseded survey control is available for this station.
 AE8074
 AE8074_MARKER: DV = VERTICAL CONTROL DISK
 AE8074_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 AE8074_STAMPING: 2320 R 1981
 AE8074_MARK LOGO: MNDT
 AE8074_PROJECTION: PROJECTING 30 CENTIMETERS
 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 - July 23, 2024
 AE8074_ROD/PIPE-DEPTH: 3.1 meters
 AE8074
 AE8074  HISTORY     - Date     Condition        Report By
 AE8074  HISTORY     - 19810401 MONUMENTED       MNDT
 AE8074  HISTORY     - 19910827 GOOD             MNDT
 AE8074  HISTORY     - 20070912 GOOD             MNDT
 AE8074  HISTORY     - 20201208 GOOD             MNDT
 AE8074  HISTORY     - 20240723 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.
 AE8074
 AE8074                          STATION RECOVERY (2007)
 AE8074
 AE8074'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (DRB)
 AE8074'4.5 MI (7.2 KM) WEST OF HARMONY, 4.5 MI (7.2 KM) WEST ALONG COUNTY
 AE8074'ROAD 44  FROM THE JUNCTION OF COUNTY ROAD 44 AND TRUNK HIGHWAY 139,
 AE8074'150 FT (45.7 M) SOUTH OF COUNTY ROAD 44, 38 FT (11.6 M) EAST OF 275TH
 AE8074'AVENUE (GRAVEL ROAD), 50.0 FT (15.2 M) NORTH OF POWER POLE, 1.0 FT
 AE8074'(0.3 M) NORTH OF A WITNESS POST.
 AE8074
 AE8074                          STATION RECOVERY (2020)
 AE8074
 AE8074'RECOVERY NOTE BY MN DEPT OF TRANSP 2020 (KMS)
 AE8074'RECOVERED IN GOOD CONDITION.
 AE8074
 AE8074                          STATION RECOVERY (2024)
 AE8074
 AE8074'RECOVERY NOTE BY MN DEPT OF TRANSP 2024 (KMS)
 AE8074'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 OO1283 ***********************************************************************
 OO1283  DESIGNATION -  2320 S
 OO1283  PID         -  OO1283
 OO1283  STATE/COUNTY-  MN/FILLMORE
 OO1283  COUNTRY     -  US
 OO1283  USGS QUAD   -  HARMONY (2019)
 OO1283
 OO1283                         *CURRENT SURVEY CONTROL
 OO1283  ______________________________________________________________________
 OO1283* NAD 83(1996) POSITION- 43 32 42.65182(N) 092 05 22.63872(W)   ADJUSTED
 OO1283* NAVD 88 ORTHO HEIGHT -   408.603 (meters)     1340.56  (feet) ADJUSTED
 OO1283  ______________________________________________________________________
 OO1283  GEOID HEIGHT    -        -30.317 (meters)                     GEOID18
 OO1283  LAPLACE CORR    -          1.57  (seconds)                    DEFLEC18
 OO1283  DYNAMIC HEIGHT  -        408.504 (meters)     1340.23  (feet) COMP
 OO1283  MODELED GRAVITY -    980,365.0   (mgal)                       NAVD 88
 OO1283
 OO1283  HORZ ORDER      -  SECOND
 OO1283  VERT ORDER      -  SECOND    CLASS I
 OO1283
 OO1283.The horizontal coordinates were established by classical geodetic methods
 OO1283.and adjusted by the National Geodetic Survey in March 1999.
 OO1283
 OO1283.The orthometric height was determined by differential leveling and
 OO1283.adjusted by the NATIONAL GEODETIC SURVEY
 OO1283.in November 1998.
 OO1283
 OO1283.Significant digits in the geoid height do not necessarily reflect accuracy.
 OO1283.GEOID18 height accuracy estimate available here.
 OO1283
 OO1283.Click photographs - Photos may exist for this station.
 OO1283
 OO1283.The Laplace correction was computed from DEFLEC18 derived deflections.
 OO1283
 OO1283.The dynamic height is computed by dividing the NAVD 88
 OO1283.geopotential number by the normal gravity value computed on the
 OO1283.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OO1283.degrees latitude (g = 980.6199 gals.).
 OO1283
 OO1283.The modeled gravity was interpolated from observed gravity values.
 OO1283
 OO1283. The following values were computed from the NAD 83(1996) position.
 OO1283
 OO1283;                    North         East     Units Scale Factor Converg.
 OO1283;SPC MN S     -   162,381.960   954,385.004   MT  1.00006010   +1 20 20.5
 OO1283;SPC MN S     -   532,748.15  3,131,178.13   sFT  1.00006010   +1 20 20.5
 OO1283;UTM  15      - 4,821,761.661   573,544.167   MT  0.99966653   +0 37 38.0
 OO1283
 OO1283!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OO1283!SPC MN S     -   0.99994068  x   1.00006010  =   1.00000078
 OO1283!UTM  15      -   0.99994068  x   0.99966653  =   0.99960723
 OO1283
 OO1283_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWJ7354421761(NAD 83)
 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             408.58   (m)         1340.5    (f) LEVELING    3  
 OO1283
 OO1283.Superseded values are not recommended for survey control.
 OO1283
 OO1283.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OO1283.See file dsdata.pdf to determine how the superseded data were derived.
 OO1283
 OO1283_MARKER: DV = VERTICAL CONTROL DISK
 OO1283_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 OO1283_STAMPING: 2320 S 1981
 OO1283_MARK LOGO: MNDT
 OO1283_PROJECTION: FLUSH
 OO1283_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 OO1283_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OO1283_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 OO1283+SATELLITE: SATELLITE OBSERVATIONS - July 23, 2024
 OO1283_ROD/PIPE-DEPTH: 3.1 meters
 OO1283
 OO1283  HISTORY     - Date     Condition        Report By
 OO1283  HISTORY     - 19810401 MONUMENTED       MNDT
 OO1283  HISTORY     - 1984     MARK NOT FOUND   MNDT
 OO1283  HISTORY     - 19910827 GOOD             MNDT
 OO1283  HISTORY     - 20070912 GOOD             MNDT
 OO1283  HISTORY     - 20240723 POOR             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.
 OO1283
 OO1283                          STATION RECOVERY (2007)
 OO1283
 OO1283'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (DRB)
 OO1283'4.0 MI (6.4 KM) WEST OF HARMONY, 4.0 MI (6.4 KM) WEST ALONG COUNTY
 OO1283'ROAD 44  FROM THE JUNCTION OF COUNTY ROAD 44 AND TRUNK HIGHWAY 139,
 OO1283'430 FT (131.1 M) NORTH OF COUNTY ROAD 44, 32.5 FT (9.9 M) WEST OF
 OO1283'COUNTY ROAD 17, 28 FT (8.5 M) NORTH OF FEED MILLING ENTRANCE, AT
 OO1283'SOUTHEAST CORNER OF CEMETERY, 1.0 FT (0.3 M) SOUTH OF A WITNESS POST,
 OO1283'(PLACED SIGN ON FIRE NUMBER 13095 POST).
 OO1283
 OO1283                          STATION RECOVERY (2024)
 OO1283
 OO1283'RECOVERY NOTE BY MN DEPT OF TRANSP 2024 (KMS)
 OO1283'4.0 MI (6.4 KM) WEST OF HARMONY, 4.0 MI (6.4 KM) WEST ALONG COUNTY
 OO1283'ROAD 44 FROM THE JUNCTION OF COUNTY ROAD 44 AND TRUNK HIGHWAY 139 IN
 OO1283'HARMONY, 430.0 FT (131.1 M) NORTH OF COUNTY ROAD 44, 32.5 FT (9.9 M)
 OO1283'WEST OF COUNTY ROAD 17, 28.0 FT (8.5 M) NORTH OF A FEED MILLING
 OO1283'ENTRANCE, AT THE SOUTHEAST CORNER OF A CEMETERY, 1.0 FT (0.3 M) SOUTH
 OO1283'OF A WITNESS POST, (PLACED THE SIGN ON FIRE NUMBER 13095 POST).  THE
 OO1283'SURVEY MARK WAS FOUND WITH THE DISK LOOSE AND IS NOT SUITABLE FOR
 OO1283'GEODETIC WORK.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DF6762 ***********************************************************************
 DF6762  DESIGNATION -  233 16
 DF6762  PID         -  DF6762
 DF6762  STATE/COUNTY-  MN/HUBBARD
 DF6762  COUNTRY     -  US
 DF6762  USGS QUAD   -  EAST CROOKED LAKE (2019)
 DF6762
 DF6762                         *CURRENT SURVEY CONTROL
 DF6762  ______________________________________________________________________
 DF6762* NAD 83(2011) POSITION- 47 07 14.96673(N) 094 51 52.54259(W)   ADJUSTED
 DF6762* NAD 83(2011) ELLIP HT-   498.593 (meters)        (06/27/12)   ADJUSTED
 DF6762* NAD 83(2011) EPOCH   -  2010.00
 DF6762* NAVD 88 ORTHO HEIGHT -   526.1   (meters)     1726.    (feet) GPS OBS
 DF6762  ______________________________________________________________________
 DF6762  NAVD 88 orthometric height was determined with geoid model    GEOID99
 DF6762  GEOID HEIGHT    -        -27.513 (meters)                     GEOID99
 DF6762  GEOID HEIGHT    -        -27.543 (meters)                     GEOID18
 DF6762  NAD 83(2011) X  -   -368,732.184 (meters)                     COMP
 DF6762  NAD 83(2011) Y  - -4,332,530.914 (meters)                     COMP
 DF6762  NAD 83(2011) Z  -  4,651,280.566 (meters)                     COMP
 DF6762  LAPLACE CORR    -         -3.97  (seconds)                    DEFLEC18
 DF6762
 DF6762  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DF6762  Standards:
 DF6762         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DF6762            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DF6762  -------------------------------------------------------------------
 DF6762  NETWORK    0.91   0.80           0.42   0.31   0.41      0.04650512
 DF6762  -------------------------------------------------------------------
 DF6762  Click here for local accuracies and other accuracy information.
 DF6762
 DF6762.The horizontal coordinates were established by GPS observations
 DF6762.and adjusted by the National Geodetic Survey in June 2012.
 DF6762
 DF6762.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DF6762.been affixed to the stable North American tectonic plate. See 
 DF6762.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DF6762
 DF6762.The horizontal coordinates are valid at the epoch date displayed above
 DF6762.which is a decimal equivalence of Year/Month/Day.
 DF6762
 DF6762.The orthometric height was determined by GPS observations and a
 DF6762.high-resolution geoid model.
 DF6762
 DF6762.Significant digits in the geoid height do not necessarily reflect accuracy.
 DF6762.GEOID18 height accuracy estimate available here.
 DF6762
 DF6762.Click photographs - Photos may exist for this station.
 DF6762
 DF6762.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DF6762
 DF6762.The Laplace correction was computed from DEFLEC18 derived deflections.
 DF6762
 DF6762.The ellipsoidal height was determined by GPS observations
 DF6762.and is referenced to NAD 83.
 DF6762
 DF6762. The following values were computed from the NAD 83(2011) position.
 DF6762
 DF6762;                    North         East     Units Scale Factor Converg.
 DF6762;SPC MN C     -   335,913.495   753,361.541   MT  1.00001625   -0 26 40.5
 DF6762;SPC MN C     - 1,102,076.19  2,471,653.66   sFT  1.00001625   -0 26 40.5
 DF6762;UTM  15      - 5,220,277.717   358,564.776   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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUN5856420277(NAD 83)
 DF6762
 DF6762                          SUPERSEDED SURVEY CONTROL
 DF6762
 DF6762  NAD 83(2007)-  47 07 14.96665(N)    094 51 52.54343(W) AD(2002.00) 0
 DF6762  ELLIP H (02/10/07)  498.620  (m)                       GP(2002.00)    
 DF6762  NAD 83(1996)-  47 07 14.96647(N)    094 51 52.54315(W) AD(       ) 1
 DF6762  ELLIP H (08/04/03)  498.635  (m)                       GP(       ) 3 2
 DF6762
 DF6762.Superseded values are not recommended for survey control.
 DF6762
 DF6762.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF6762.See file dsdata.pdf to determine how the superseded data were derived.
 DF6762
 DF6762_MARKER: DD = SURVEY DISK
 DF6762_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DF6762_STAMPING: 233-16 2001
 DF6762_MARK LOGO: MN-057
 DF6762_PROJECTION: RECESSED 3 CENTIMETERS
 DF6762_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DF6762_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DF6762_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF6762+SATELLITE: SATELLITE OBSERVATIONS - December 05, 2022
 DF6762_ROD/PIPE-DEPTH: 9.1 meters
 DF6762
 DF6762  HISTORY     - Date     Condition        Report By
 DF6762  HISTORY     - 2001     MONUMENTED       MN-057
 DF6762  HISTORY     - 20221205 GOOD             MNDT
 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'
 DF6762
 DF6762                          STATION RECOVERY (2022)
 DF6762
 DF6762'RECOVERY NOTE BY MN DEPT OF TRANSP 2022 (TJD)
 DF6762'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DF6763 ***********************************************************************
 DF6763  DESIGNATION -  233 35
 DF6763  PID         -  DF6763
 DF6763  STATE/COUNTY-  MN/HUBBARD
 DF6763  COUNTRY     -  US
 DF6763  USGS QUAD   -  EAST CROOKED LAKE (2019)
 DF6763
 DF6763                         *CURRENT SURVEY CONTROL
 DF6763  ______________________________________________________________________
 DF6763* NAD 83(2011) POSITION- 47 04 02.71318(N) 094 49 10.94882(W)   ADJUSTED
 DF6763* NAD 83(2011) ELLIP HT-   448.387 (meters)        (06/27/12)   ADJUSTED
 DF6763* NAD 83(2011) EPOCH   -  2010.00
 DF6763* NAVD 88 ORTHO HEIGHT -   475.9   (meters)     1561.    (feet) GPS OBS
 DF6763  ______________________________________________________________________
 DF6763  NAVD 88 orthometric height was determined with geoid model    GEOID99
 DF6763  GEOID HEIGHT    -        -27.526 (meters)                     GEOID99
 DF6763  GEOID HEIGHT    -        -27.556 (meters)                     GEOID18
 DF6763  NAD 83(2011) X  -   -365,700.379 (meters)                     COMP
 DF6763  NAD 83(2011) Y  - -4,337,118.067 (meters)                     COMP
 DF6763  NAD 83(2011) Z  -  4,647,201.578 (meters)                     COMP
 DF6763  LAPLACE CORR    -         -2.31  (seconds)                    DEFLEC18
 DF6763
 DF6763  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DF6763  Standards:
 DF6763         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DF6763            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DF6763  -------------------------------------------------------------------
 DF6763  NETWORK    0.85   0.74           0.39   0.29   0.38      0.05616532
 DF6763  -------------------------------------------------------------------
 DF6763  Click here for local accuracies and other accuracy information.
 DF6763
 DF6763.The horizontal coordinates were established by GPS observations
 DF6763.and adjusted by the National Geodetic Survey in June 2012.
 DF6763
 DF6763.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DF6763.been affixed to the stable North American tectonic plate. See 
 DF6763.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DF6763
 DF6763.The horizontal coordinates are valid at the epoch date displayed above
 DF6763.which is a decimal equivalence of Year/Month/Day.
 DF6763
 DF6763.The orthometric height was determined by GPS observations and a
 DF6763.high-resolution geoid model.
 DF6763
 DF6763.Significant digits in the geoid height do not necessarily reflect accuracy.
 DF6763.GEOID18 height accuracy estimate available here.
 DF6763
 DF6763.Click photographs - Photos may exist for this station.
 DF6763
 DF6763.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DF6763
 DF6763.The Laplace correction was computed from DEFLEC18 derived deflections.
 DF6763
 DF6763.The ellipsoidal height was determined by GPS observations
 DF6763.and is referenced to NAD 83.
 DF6763
 DF6763. The following values were computed from the NAD 83(2011) position.
 DF6763
 DF6763;                    North         East     Units Scale Factor Converg.
 DF6763;SPC MN C     -   329,951.084   756,725.031   MT  1.00000385   -0 24 43.6
 DF6763;SPC MN C     - 1,082,514.51  2,482,688.71   sFT  1.00000385   -0 24 43.6
 DF6763;UTM  15      - 5,214,263.023   361,831.418   MT  0.99983463   -1 19 57.1
 DF6763
 DF6763!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF6763!SPC MN C     -   0.99992972  x   1.00000385  =   0.99993357
 DF6763!UTM  15      -   0.99992972  x   0.99983463  =   0.99976436
 DF6763
 DF6763_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUN6183114263(NAD 83)
 DF6763
 DF6763                          SUPERSEDED SURVEY CONTROL
 DF6763
 DF6763  NAD 83(2007)-  47 04 02.71311(N)    094 49 10.94966(W) AD(2002.00) 0
 DF6763  ELLIP H (02/10/07)  448.413  (m)                       GP(2002.00)    
 DF6763  NAD 83(1996)-  47 04 02.71293(N)    094 49 10.94938(W) AD(       ) 1
 DF6763  ELLIP H (08/04/03)  448.428  (m)                       GP(       ) 3 2
 DF6763
 DF6763.Superseded values are not recommended for survey control.
 DF6763
 DF6763.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF6763.See file dsdata.pdf to determine how the superseded data were derived.
 DF6763
 DF6763_MARKER: DD = SURVEY DISK
 DF6763_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DF6763_STAMPING: 233-35 2001
 DF6763_MARK LOGO: MN-057
 DF6763_PROJECTION: RECESSED 5 CENTIMETERS
 DF6763_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DF6763_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DF6763_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF6763+SATELLITE: SATELLITE OBSERVATIONS - July 13, 2021
 DF6763_ROD/PIPE-DEPTH: 9.1 meters
 DF6763
 DF6763  HISTORY     - Date     Condition        Report By
 DF6763  HISTORY     - 2001     MONUMENTED       MN-057
 DF6763  HISTORY     - 20210713 GOOD             MNDT
 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'
 DF6763
 DF6763                          STATION RECOVERY (2021)
 DF6763
 DF6763'RECOVERY NOTE BY MN DEPT OF TRANSP 2021 (TJD)
 DF6763'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DF6764 ***********************************************************************
 DF6764  DESIGNATION -  234 16
 DF6764  PID         -  DF6764
 DF6764  STATE/COUNTY-  MN/HUBBARD
 DF6764  COUNTRY     -  US
 DF6764  USGS QUAD   -  MANTRAP LAKE (2019)
 DF6764
 DF6764                         *CURRENT SURVEY CONTROL
 DF6764  ______________________________________________________________________
 DF6764* NAD 83(2011) POSITION- 47 07 08.09273(N) 094 58 59.42933(W)   ADJUSTED
 DF6764* NAD 83(2011) ELLIP HT-   451.920 (meters)        (06/27/12)   ADJUSTED
 DF6764* NAD 83(2011) EPOCH   -  2010.00
 DF6764* NAVD 88 ORTHO HEIGHT -   479.3   (meters)     1573.    (feet) GPS OBS
 DF6764  ______________________________________________________________________
 DF6764  NAVD 88 orthometric height was determined with geoid model    GEOID99
 DF6764  GEOID HEIGHT    -        -27.357 (meters)                     GEOID99
 DF6764  GEOID HEIGHT    -        -27.369 (meters)                     GEOID18
 DF6764  NAD 83(2011) X  -   -377,708.771 (meters)                     COMP
 DF6764  NAD 83(2011) Y  - -4,331,881.844 (meters)                     COMP
 DF6764  NAD 83(2011) Z  -  4,651,101.905 (meters)                     COMP
 DF6764  LAPLACE CORR    -         -4.31  (seconds)                    DEFLEC18
 DF6764
 DF6764  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DF6764  Standards:
 DF6764         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DF6764            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DF6764  -------------------------------------------------------------------
 DF6764  NETWORK    0.75   0.55           0.34   0.26   0.28      0.07092973
 DF6764  -------------------------------------------------------------------
 DF6764  Click here for local accuracies and other accuracy information.
 DF6764
 DF6764.The horizontal coordinates were established by GPS observations
 DF6764.and adjusted by the National Geodetic Survey in June 2012.
 DF6764
 DF6764.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DF6764.been affixed to the stable North American tectonic plate. See 
 DF6764.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DF6764
 DF6764.The horizontal coordinates are valid at the epoch date displayed above
 DF6764.which is a decimal equivalence of Year/Month/Day.
 DF6764
 DF6764.The orthometric height was determined by GPS observations and a
 DF6764.high-resolution geoid model.
 DF6764
 DF6764.Significant digits in the geoid height do not necessarily reflect accuracy.
 DF6764.GEOID18 height accuracy estimate available here.
 DF6764
 DF6764.Click photographs - Photos may exist for this station.
 DF6764
 DF6764.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DF6764
 DF6764.The Laplace correction was computed from DEFLEC18 derived deflections.
 DF6764
 DF6764.The ellipsoidal height was determined by GPS observations
 DF6764.and is referenced to NAD 83.
 DF6764
 DF6764. The following values were computed from the NAD 83(2011) position.
 DF6764
 DF6764;                    North         East     Units Scale Factor Converg.
 DF6764;SPC MN C     -   335,777.781   744,361.414   MT  1.00001580   -0 31 49.3
 DF6764;SPC MN C     - 1,101,630.94  2,442,125.74   sFT  1.00001580   -0 31 49.3
 DF6764;UTM  15      - 5,220,286.929   349,565.019   MT  0.99987814   -1 27 12.5
 DF6764
 DF6764!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF6764!SPC MN C     -   0.99992917  x   1.00001580  =   0.99994497
 DF6764!UTM  15      -   0.99992917  x   0.99987814  =   0.99980732
 DF6764
 DF6764_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUN4956520286(NAD 83)
 DF6764
 DF6764                          SUPERSEDED SURVEY CONTROL
 DF6764
 DF6764  NAD 83(2007)-  47 07 08.09264(N)    094 58 59.43018(W) AD(2002.00) 0
 DF6764  ELLIP H (02/10/07)  451.947  (m)                       GP(2002.00)    
 DF6764  NAD 83(1996)-  47 07 08.09248(N)    094 58 59.43000(W) AD(       ) 1
 DF6764  ELLIP H (08/04/03)  451.961  (m)                       GP(       ) 3 2
 DF6764
 DF6764.Superseded values are not recommended for survey control.
 DF6764
 DF6764.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF6764.See file dsdata.pdf to determine how the superseded data were derived.
 DF6764
 DF6764_MARKER: DD = SURVEY DISK
 DF6764_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DF6764_STAMPING: 234-16 2001
 DF6764_MARK LOGO: MN-057
 DF6764_PROJECTION: RECESSED 8 CENTIMETERS
 DF6764_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DF6764_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DF6764_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF6764+SATELLITE: SATELLITE OBSERVATIONS - February 03, 2020
 DF6764_ROD/PIPE-DEPTH: 6.1 meters
 DF6764
 DF6764  HISTORY     - Date     Condition        Report By
 DF6764  HISTORY     - 2001     MONUMENTED       MN-057
 DF6764  HISTORY     - 20200203 GOOD             MNDT
 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'
 DF6764
 DF6764                          STATION RECOVERY (2020)
 DF6764
 DF6764'RECOVERY NOTE BY MN DEPT OF TRANSP 2020 (KMS)
 DF6764'5.89 MI (9.48 KM) SOUTH OF LAKE GEORGE, 5.89 MI (9.48 KM) SOUTH ALONG
 DF6764'COUNTY ROAD 4 FROM THE JUNCTION OF TRUNK HIGHWAY 71 AND COUNTY ROAD 4
 DF6764'IN LAKE GEORGE, 0.65 MI (1.05 KM) SOUTH OF PINE LAKE COUNTY FOREST
 DF6764'ROAD, 80.0 FT (24.4 M) WEST OF COUNTY ROAD 4, 3.0 FT (0.9 M) WEST OF A
 DF6764'WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DF6765 ***********************************************************************
 DF6765  DESIGNATION -  234 33
 DF6765  PID         -  DF6765
 DF6765  STATE/COUNTY-  MN/HUBBARD
 DF6765  COUNTRY     -  US
 DF6765  USGS QUAD   -  MANTRAP LAKE (2019)
 DF6765
 DF6765                         *CURRENT SURVEY CONTROL
 DF6765  ______________________________________________________________________
 DF6765* NAD 83(2011) POSITION- 47 04 44.45569(N) 094 58 54.49688(W)   ADJUSTED
 DF6765* NAD 83(2011) ELLIP HT-   438.524 (meters)        (06/27/12)   ADJUSTED
 DF6765* NAD 83(2011) EPOCH   -  2010.00
 DF6765* NAVD 88 ORTHO HEIGHT -   465.9   (meters)     1529.    (feet) GPS OBS
 DF6765  ______________________________________________________________________
 DF6765  NAVD 88 orthometric height was determined with geoid model    GEOID99
 DF6765  GEOID HEIGHT    -        -27.350 (meters)                     GEOID99
 DF6765  GEOID HEIGHT    -        -27.367 (meters)                     GEOID18
 DF6765  NAD 83(2011) X  -   -377,886.576 (meters)                     COMP
 DF6765  NAD 83(2011) Y  - -4,335,119.029 (meters)                     COMP
 DF6765  NAD 83(2011) Z  -  4,648,072.348 (meters)                     COMP
 DF6765  LAPLACE CORR    -         -4.05  (seconds)                    DEFLEC18
 DF6765
 DF6765  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DF6765  Standards:
 DF6765         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DF6765            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DF6765  -------------------------------------------------------------------
 DF6765  NETWORK    0.73   0.53           0.33   0.26   0.27      0.07083010
 DF6765  -------------------------------------------------------------------
 DF6765  Click here for local accuracies and other accuracy information.
 DF6765
 DF6765.The horizontal coordinates were established by GPS observations
 DF6765.and adjusted by the National Geodetic Survey in June 2012.
 DF6765
 DF6765.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DF6765.been affixed to the stable North American tectonic plate. See 
 DF6765.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DF6765
 DF6765.The horizontal coordinates are valid at the epoch date displayed above
 DF6765.which is a decimal equivalence of Year/Month/Day.
 DF6765
 DF6765.The orthometric height was determined by GPS observations and a
 DF6765.high-resolution geoid model.
 DF6765
 DF6765.Significant digits in the geoid height do not necessarily reflect accuracy.
 DF6765.GEOID18 height accuracy estimate available here.
 DF6765
 DF6765.Click photographs - Photos may exist for this station.
 DF6765
 DF6765.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DF6765
 DF6765.The Laplace correction was computed from DEFLEC18 derived deflections.
 DF6765
 DF6765.The ellipsoidal height was determined by GPS observations
 DF6765.and is referenced to NAD 83.
 DF6765
 DF6765. The following values were computed from the NAD 83(2011) position.
 DF6765
 DF6765;                    North         East     Units Scale Factor Converg.
 DF6765;SPC MN C     -   331,341.258   744,424.403   MT  1.00000647   -0 31 45.8
 DF6765;SPC MN C     - 1,087,075.44  2,442,332.40   sFT  1.00000647   -0 31 45.8
 DF6765;UTM  15      - 5,215,850.556   349,556.563   MT  0.99987817   -1 27 05.5
 DF6765
 DF6765!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF6765!SPC MN C     -   0.99993127  x   1.00000647  =   0.99993774
 DF6765!UTM  15      -   0.99993127  x   0.99987817  =   0.99980945
 DF6765
 DF6765_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUN4955615850(NAD 83)
 DF6765
 DF6765                          SUPERSEDED SURVEY CONTROL
 DF6765
 DF6765  NAD 83(2007)-  47 04 44.45559(N)    094 58 54.49773(W) AD(2002.00) 0
 DF6765  ELLIP H (02/10/07)  438.550  (m)                       GP(2002.00)    
 DF6765  NAD 83(1996)-  47 04 44.45544(N)    094 58 54.49755(W) AD(       ) 1
 DF6765  ELLIP H (08/04/03)  438.565  (m)                       GP(       ) 3 2
 DF6765
 DF6765.Superseded values are not recommended for survey control.
 DF6765
 DF6765.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF6765.See file dsdata.pdf to determine how the superseded data were derived.
 DF6765
 DF6765_MARKER: DD = SURVEY DISK
 DF6765_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DF6765_STAMPING: 234-33 2001
 DF6765_MARK LOGO: MN-057
 DF6765_PROJECTION: RECESSED 5 CENTIMETERS
 DF6765_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DF6765_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DF6765_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DF6765+SATELLITE: SATELLITE OBSERVATIONS - July 13, 2021
 DF6765_ROD/PIPE-DEPTH: 10.7 meters
 DF6765
 DF6765  HISTORY     - Date     Condition        Report By
 DF6765  HISTORY     - 2001     MONUMENTED       MN-057
 DF6765  HISTORY     - 20210713 POOR             MNDT
 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'
 DF6765
 DF6765                          STATION RECOVERY (2021)
 DF6765
 DF6765'RECOVERY NOTE BY MN DEPT OF TRANSP 2021 (TJD)
 DF6765'FOUND CAP LOOSE.  USE WITH CAUTION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DF6766 ***********************************************************************
 DF6766  DESIGNATION -  235 2
 DF6766  PID         -  DF6766
 DF6766  STATE/COUNTY-  MN/HUBBARD
 DF6766  COUNTRY     -  US
 DF6766  USGS QUAD   -  SCHOOLCRAFT LAKE (2019)
 DF6766
 DF6766                         *CURRENT SURVEY CONTROL
 DF6766  ______________________________________________________________________
 DF6766* NAD 83(2011) POSITION- 47 08 50.32501(N) 095 04 30.47421(W)   ADJUSTED
 DF6766* NAD 83(2011) ELLIP HT-   452.515 (meters)        (06/27/12)   ADJUSTED
 DF6766* NAD 83(2011) EPOCH   -  2010.00
 DF6766* NAVD 88 ORTHO HEIGHT -   479.8   (meters)     1574.    (feet) GPS OBS
 DF6766  ______________________________________________________________________
 DF6766  NAVD 88 orthometric height was determined with geoid model    GEOID99
 DF6766  GEOID HEIGHT    -        -27.264 (meters)                     GEOID99
 DF6766  GEOID HEIGHT    -        -27.267 (meters)                     GEOID18
 DF6766  NAD 83(2011) X  -   -384,456.064 (meters)                     COMP
 DF6766  NAD 83(2011) Y  - -4,328,965.429 (meters)                     COMP
 DF6766  NAD 83(2011) Z  -  4,653,250.252 (meters)                     COMP
 DF6766  LAPLACE CORR    -         -3.04  (seconds)                    DEFLEC18
 DF6766
 DF6766  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DF6766  Standards:
 DF6766         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DF6766            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DF6766  -------------------------------------------------------------------
 DF6766  NETWORK    0.84   0.61           0.38   0.30   0.31      0.06090361
 DF6766  -------------------------------------------------------------------
 DF6766  Click here for local accuracies and other accuracy information.
 DF6766
 DF6766.The horizontal coordinates were established by GPS observations
 DF6766.and adjusted by the National Geodetic Survey in June 2012.
 DF6766
 DF6766.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DF6766.been affixed to the stable North American tectonic plate. See 
 DF6766.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DF6766
 DF6766.The horizontal coordinates are valid at the epoch date displayed above
 DF6766.which is a decimal equivalence of Year/Month/Day.
 DF6766
 DF6766.The orthometric height was determined by GPS observations and a
 DF6766.high-resolution geoid model.
 DF6766
 DF6766.Significant digits in the geoid height do not necessarily reflect accuracy.
 DF6766.GEOID18 height accuracy estimate available here.
 DF6766
 DF6766.Click photographs - Photos may exist for this station.
 DF6766
 DF6766.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DF6766
 DF6766.The Laplace correction was computed from DEFLEC18 derived deflections.
 DF6766
 DF6766.The ellipsoidal height was determined by GPS observations
 DF6766.and is referenced to NAD 83.
 DF6766
 DF6766. The following values were computed from the NAD 83(2011) position.
 DF6766
 DF6766;                    North         East     Units Scale Factor Converg.
 DF6766;SPC MN C     -   339,003.405   737,416.189   MT  1.00002273   -0 35 48.8
 DF6766;SPC MN C     - 1,112,213.67  2,419,339.61   sFT  1.00002273   -0 35 48.8
 DF6766;UTM  15      - 5,223,623.694   342,673.592   MT  0.99990420   -1 31 17.8
 DF6766
 DF6766!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF6766!SPC MN C     -   0.99992907  x   1.00002273  =   0.99995180
 DF6766!UTM  15      -   0.99992907  x   0.99990420  =   0.99983328
 DF6766
 DF6766_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUN4267323623(NAD 83)
 DF6766
 DF6766                          SUPERSEDED SURVEY CONTROL
 DF6766
 DF6766  NAD 83(2007)-  47 08 50.32492(N)    095 04 30.47507(W) AD(2002.00) 0
 DF6766  ELLIP H (02/10/07)  452.542  (m)                       GP(2002.00)    
 DF6766  NAD 83(1996)-  47 08 50.32476(N)    095 04 30.47491(W) AD(       ) 1
 DF6766  ELLIP H (08/04/03)  452.556  (m)                       GP(       ) 3 2
 DF6766
 DF6766.Superseded values are not recommended for survey control.
 DF6766
 DF6766.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF6766.See file dsdata.pdf to determine how the superseded data were derived.
 DF6766
 DF6766_MARKER: DD = SURVEY DISK
 DF6766_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DF6766_STAMPING: 235-2 2001
 DF6766_MARK LOGO: MN-057
 DF6766_PROJECTION: RECESSED 5 CENTIMETERS
 DF6766_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DF6766_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DF6766_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DF6766+SATELLITE: SATELLITE OBSERVATIONS - July 13, 2021
 DF6766_ROD/PIPE-DEPTH: 5.5 meters
 DF6766
 DF6766  HISTORY     - Date     Condition        Report By
 DF6766  HISTORY     - 2001     MONUMENTED       MN-057
 DF6766  HISTORY     - 20210713 GOOD             MNDT
 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'
 DF6766
 DF6766                          STATION RECOVERY (2021)
 DF6766
 DF6766'RECOVERY NOTE BY MN DEPT OF TRANSP 2021 (TJD)
 DF6766'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DF6767 ***********************************************************************
 DF6767  DESIGNATION -  235 28
 DF6767  PID         -  DF6767
 DF6767  STATE/COUNTY-  MN/HUBBARD
 DF6767  COUNTRY     -  US
 DF6767  USGS QUAD   -  SKUNK LAKE (2019)
 DF6767
 DF6767                         *CURRENT SURVEY CONTROL
 DF6767  ______________________________________________________________________
 DF6767* NAD 83(2011) POSITION- 47 05 21.72478(N) 095 06 35.50826(W)   ADJUSTED
 DF6767* NAD 83(2011) ELLIP HT-   428.007 (meters)        (06/27/12)   ADJUSTED
 DF6767* NAD 83(2011) EPOCH   -  2010.00
 DF6767* NAVD 88 ORTHO HEIGHT -   455.2   (meters)     1493.    (feet) GPS OBS
 DF6767  ______________________________________________________________________
 DF6767  NAVD 88 orthometric height was determined with geoid model    GEOID99
 DF6767  GEOID HEIGHT    -        -27.198 (meters)                     GEOID99
 DF6767  GEOID HEIGHT    -        -27.199 (meters)                     GEOID18
 DF6767  NAD 83(2011) X  -   -387,499.100 (meters)                     COMP
 DF6767  NAD 83(2011) Y  - -4,333,416.889 (meters)                     COMP
 DF6767  NAD 83(2011) Z  -  4,648,848.384 (meters)                     COMP
 DF6767  LAPLACE CORR    -         -2.99  (seconds)                    DEFLEC18
 DF6767
 DF6767  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DF6767  Standards:
 DF6767         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DF6767            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DF6767  -------------------------------------------------------------------
 DF6767  NETWORK    0.80   0.57           0.36   0.28   0.29      0.06641700
 DF6767  -------------------------------------------------------------------
 DF6767  Click here for local accuracies and other accuracy information.
 DF6767
 DF6767.The horizontal coordinates were established by GPS observations
 DF6767.and adjusted by the National Geodetic Survey in June 2012.
 DF6767
 DF6767.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DF6767.been affixed to the stable North American tectonic plate. See 
 DF6767.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DF6767
 DF6767.The horizontal coordinates are valid at the epoch date displayed above
 DF6767.which is a decimal equivalence of Year/Month/Day.
 DF6767
 DF6767.The orthometric height was determined by GPS observations and a
 DF6767.high-resolution geoid model.
 DF6767
 DF6767.Significant digits in the geoid height do not necessarily reflect accuracy.
 DF6767.GEOID18 height accuracy estimate available here.
 DF6767
 DF6767.Click photographs - Photos may exist for this station.
 DF6767
 DF6767.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DF6767
 DF6767.The Laplace correction was computed from DEFLEC18 derived deflections.
 DF6767
 DF6767.The ellipsoidal height was determined by GPS observations
 DF6767.and is referenced to NAD 83.
 DF6767
 DF6767. The following values were computed from the NAD 83(2011) position.
 DF6767
 DF6767;                    North         East     Units Scale Factor Converg.
 DF6767;SPC MN C     -   332,589.831   734,712.061   MT  1.00000884   -0 37 19.3
 DF6767;SPC MN C     - 1,091,171.80  2,410,467.82   sFT  1.00000884   -0 37 19.3
 DF6767;UTM  15      - 5,217,255.244   339,866.668   MT  0.99991516   -1 32 44.3
 DF6767
 DF6767!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF6767!SPC MN C     -   0.99993292  x   1.00000884  =   0.99994175
 DF6767!UTM  15      -   0.99993292  x   0.99991516  =   0.99984808
 DF6767
 DF6767_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUN3986617255(NAD 83)
 DF6767
 DF6767                          SUPERSEDED SURVEY CONTROL
 DF6767
 DF6767  NAD 83(2007)-  47 05 21.72469(N)    095 06 35.50911(W) AD(2002.00) 0
 DF6767  ELLIP H (02/10/07)  428.033  (m)                       GP(2002.00)    
 DF6767  NAD 83(1996)-  47 05 21.72454(N)    095 06 35.50893(W) AD(       ) 1
 DF6767  ELLIP H (08/04/03)  428.049  (m)                       GP(       ) 3 2
 DF6767
 DF6767.Superseded values are not recommended for survey control.
 DF6767
 DF6767.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF6767.See file dsdata.pdf to determine how the superseded data were derived.
 DF6767
 DF6767_MARKER: DD = SURVEY DISK
 DF6767_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DF6767_STAMPING: 235-28 2001
 DF6767_MARK LOGO: MN-057
 DF6767_PROJECTION: RECESSED 3 CENTIMETERS
 DF6767_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DF6767_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DF6767_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF6767+SATELLITE: SATELLITE OBSERVATIONS - July 13, 2021
 DF6767_ROD/PIPE-DEPTH: 9.1 meters
 DF6767
 DF6767  HISTORY     - Date     Condition        Report By
 DF6767  HISTORY     - 2001     MONUMENTED       MN-057
 DF6767  HISTORY     - 20210713 GOOD             MNDT
 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'
 DF6767
 DF6767                          STATION RECOVERY (2021)
 DF6767
 DF6767'RECOVERY NOTE BY MN DEPT OF TRANSP 2021 (TJD)
 DF6767'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 OO0773 ***********************************************************************
 OO0773  DESIGNATION -  24 KED
 OO0773  PID         -  OO0773
 OO0773  STATE/COUNTY-  MN/STEELE
 OO0773  COUNTRY     -  US
 OO0773  USGS QUAD   -  HOPE (2019)
 OO0773
 OO0773                         *CURRENT SURVEY CONTROL
 OO0773  ______________________________________________________________________
 OO0773* NAD 83(1986) POSITION- 43 52 38.68   (N) 093 22 01.73   (W)   HD_HELD1
 OO0773* NAVD 88 ORTHO HEIGHT -   385.617 (meters)     1265.15  (feet) ADJUSTED
 OO0773  ______________________________________________________________________
 OO0773  GEOID HEIGHT    -        -28.928 (meters)                     GEOID18
 OO0773  DYNAMIC HEIGHT  -        385.537 (meters)     1264.88  (feet) COMP
 OO0773  MODELED GRAVITY -    980,401.1   (mgal)                       NAVD 88
 OO0773
 OO0773  VERT ORDER      -  SECOND    CLASS I
 OO0773
 OO0773.The horizontal coordinates were determined by differentially corrected
 OO0773.hand held GPS observations or other comparable positioning techniques
 OO0773.and have an estimated accuracy of +/- 3 meters.
 OO0773
 OO0773.The orthometric height was determined by differential leveling and
 OO0773.adjusted by the NATIONAL GEODETIC SURVEY
 OO0773.in June 1991.
 OO0773
 OO0773.Significant digits in the geoid height do not necessarily reflect accuracy.
 OO0773.GEOID18 height accuracy estimate available here.
 OO0773
 OO0773.Click photographs - Photos may exist for this station.
 OO0773
 OO0773.The dynamic height is computed by dividing the NAVD 88
 OO0773.geopotential number by the normal gravity value computed on the
 OO0773.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OO0773.degrees latitude (g = 980.6199 gals.).
 OO0773
 OO0773.The modeled gravity was interpolated from observed gravity values.
 OO0773
 OO0773;                    North         East    Units  Estimated Accuracy
 OO0773;SPC MN S     -   197,688.3     850,861.6     MT  (+/- 3 meters HH1 GPS) 
 OO0773
 OO0773_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVJ7050358322(NAD 83)
 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
 OO0773.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OO0773.See file dsdata.pdf to determine how the superseded data were derived.
 OO0773
 OO0773_MARKER: DD = SURVEY DISK
 OO0773_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 OO0773_STAMPING: 24 KED 1966
 OO0773_MARK LOGO: USGS
 OO0773_PROJECTION: PROJECTING 8 CENTIMETERS
 OO0773_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 OO0773_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OO0773_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 OO0773+SATELLITE: SATELLITE OBSERVATIONS - June 05, 2013
 OO0773
 OO0773  HISTORY     - Date     Condition        Report By
 OO0773  HISTORY     - 19660401 MONUMENTED       USGS
 OO0773  HISTORY     - 1979     GOOD             MNDT
 OO0773  HISTORY     - 20130605 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.
 OO0773
 OO0773                          STATION RECOVERY (2013)
 OO0773
 OO0773'RECOVERY NOTE BY MN DEPT OF TRANSP 2013 (KMS)
 OO0773'THE STATION IS LOCATED ABOUT 7.4 MI (11.9 KM) SOUTHWEST OF HOPE, 6.4
 OO0773'MI (10.3 KM) EAST OF NEW RICHLAND AND 3.3 MI (5.3 KM) WEST OF
 OO0773'ELLENDALE.
 OO0773'
 OO0773'3.0 MILES WEST ALONG TRUNK HIGHWAY 30 FROM THE JUNCTION OF TRUNK
 OO0773'HIGHWAY 30 AND COUNTY ROAD 14 INCH (36 CM) ELLENDALE, AT TRUNK HIGHWAY
 OO0773'30 MILE POINT 175.0.
 OO0773'
 OO0773'IT IS 139.0 FT (42.4 M) WEST OF SOUTHWEST 82ND AVENUE, 118.0 FT (36.0
 OO0773'M) NORTH-NORTHWEST OF MILE POINT 175, 86.5 FT (26.4 M) SOUTHWEST OF
 OO0773'STATION REFERENCE POINT 139.45 SECTION CORNER, 75.0 FT (22.9 M) NORTH
 OO0773'OF TRUNK HIGHWAY 30, 11.2 FT (3.4 M) SOUTHWEST OF TELEPHONE PEDESTAL
 OO0773'NUMBER A-33-6-LP-5, 5.7 FT (1.7 M) WEST OF RIGHT-OF-WAY POST, 0.9 FT
 OO0773'(27 CM) WEST OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DH5936 ***********************************************************************
 DH5936  DESIGNATION -  24 LNB
 DH5936  PID         -  DH5936
 DH5936  STATE/COUNTY-  MN/OTTER TAIL
 DH5936  COUNTRY     -  US
 DH5936  USGS QUAD   -  EAGLE BEND NW (2019)
 DH5936
 DH5936                         *CURRENT SURVEY CONTROL
 DH5936  ______________________________________________________________________
 DH5936* NAD 83(1986) POSITION- 46 14 17.     (N) 095 08 51.     (W)   SCALED
 DH5936* NAVD 88 ORTHO HEIGHT -   446.087 (meters)     1463.54  (feet) ADJUSTED
 DH5936  ______________________________________________________________________
 DH5936  GEOID HEIGHT    -        -26.662 (meters)                     GEOID18
 DH5936  DYNAMIC HEIGHT  -        446.089 (meters)     1463.54  (feet) COMP
 DH5936  MODELED GRAVITY -    980,604.9   (mgal)                       NAVD 88
 DH5936
 DH5936  VERT ORDER      -  THIRD
 DH5936
 DH5936.The horizontal coordinates were scaled from a map and have
 DH5936.an estimated accuracy of +/- 6 seconds.
 DH5936
 DH5936.The orthometric height was determined by differential leveling and
 DH5936.adjusted by the NATIONAL GEODETIC SURVEY
 DH5936.in May 2009.
 DH5936
 DH5936.No vertical observational check was made to the station.
 DH5936
 DH5936.Significant digits in the geoid height do not necessarily reflect accuracy.
 DH5936.GEOID18 height accuracy estimate available here.
 DH5936
 DH5936.Click photographs - Photos may exist for this station.
 DH5936
 DH5936.The dynamic height is computed by dividing the NAVD 88
 DH5936.geopotential number by the normal gravity value computed on the
 DH5936.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH5936.degrees latitude (g = 980.6199 gals.).
 DH5936
 DH5936.The modeled gravity was interpolated from observed gravity values.
 DH5936
 DH5936;                    North         East    Units  Estimated Accuracy
 DH5936;SPC MN C     -   238,000.      730,780.      MT  (+/- 180 meters Scaled)
 DH5936
 DH5936_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUM344227(NAD 83)
 DH5936
 DH5936                          SUPERSEDED SURVEY CONTROL
 DH5936
 DH5936.No superseded survey control is available for this station.
 DH5936
 DH5936_MARKER: DB = BENCH MARK DISK
 DH5936_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 DH5936+WITH SETTING: PAVEMENT
 DH5936_SP_SET: CONCRETE BASE OF SILO
 DH5936_STAMPING: 24 LNB 1967
 DH5936_MARK LOGO: USGS
 DH5936_MAGNETIC: N = NO MAGNETIC MATERIAL
 DH5936_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DH5936+STABILITY: SURFACE MOTION
 DH5936
 DH5936  HISTORY     - Date     Condition        Report By
 DH5936  HISTORY     - 1967     MONUMENTED       USGS
 DH5936
 DH5936                          STATION DESCRIPTION
 DH5936
 DH5936'DESCRIBED BY US GEOLOGICAL SURVEY 1967 (LLB)
 DH5936'BERTHA, 2.0 MI (3.2 KM) S. AND 4.0 MI (6.4 KM) W. OF, NEAR COR. SECS.
 DH5936'13, 18, 19 AND 24, T. 132 N., RS. 35 AND 36 W., 151 FT (46.0 M) N. AND
 DH5936'280 FT (85.3 M) W. OF CROSSROADS, 109 FT (33.2 M) W. OF W. SIDE OF A
 DH5936'FARMHOUSE, 11 FT (3.4 M) E. OF E. SIDE OF A BARN, IN S. SIDE OF
 DH5936'CONCRETE FOUNDATION FOR A SILO, A STANDARD TABLET STAMPED 24 LNB 1967
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DM1930 ***********************************************************************
 DM1930  HT_MOD      -  This is a Height Modernization Survey Station.
 DM1930  DESIGNATION -  24 RB
 DM1930  PID         -  DM1930
 DM1930  STATE/COUNTY-  MN/SWIFT
 DM1930  COUNTRY     -  US
 DM1930  USGS QUAD   -  DE GRAFF (2019)
 DM1930
 DM1930                         *CURRENT SURVEY CONTROL
 DM1930  ______________________________________________________________________
 DM1930* NAD 83(2011) POSITION- 45 16 55.44361(N) 095 29 25.88742(W)   ADJUSTED
 DM1930* NAD 83(2011) ELLIP HT-   293.482 (meters)        (06/27/12)   ADJUSTED
 DM1930* NAD 83(2011) EPOCH   -  2010.00
 DM1930* NAVD 88 ORTHO HEIGHT -   320.00  (meters)     1049.9   (feet) GPS OBS
 DM1930  ______________________________________________________________________
 DM1930  NAVD 88 orthometric height was determined with geoid model    GEOID03
 DM1930  GEOID HEIGHT    -        -26.396 (meters)                     GEOID03
 DM1930  GEOID HEIGHT    -        -26.494 (meters)                     GEOID18
 DM1930  NAD 83(2011) X  -   -430,141.879 (meters)                     COMP
 DM1930  NAD 83(2011) Y  - -4,474,951.359 (meters)                     COMP
 DM1930  NAD 83(2011) Z  -  4,509,668.300 (meters)                     COMP
 DM1930  LAPLACE CORR    -         -0.44  (seconds)                    DEFLEC18
 DM1930
 DM1930  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DM1930  Standards:
 DM1930         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DM1930            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DM1930  -------------------------------------------------------------------
 DM1930  NETWORK    0.53   0.69           0.25   0.17   0.35     -0.13497852
 DM1930  -------------------------------------------------------------------
 DM1930  Click here for local accuracies and other accuracy information.
 DM1930
 DM1930.The horizontal coordinates were established by GPS observations
 DM1930.and adjusted by the National Geodetic Survey in June 2012.
 DM1930
 DM1930.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DM1930.been affixed to the stable North American tectonic plate. See 
 DM1930.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DM1930
 DM1930.The horizontal coordinates are valid at the epoch date displayed above
 DM1930.which is a decimal equivalence of Year/Month/Day.
 DM1930
 DM1930.The orthometric height was determined by GPS observations and a
 DM1930.high-resolution geoid model using precise GPS observation and
 DM1930.processing techniques.
 DM1930
 DM1930.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM1930.GEOID18 height accuracy estimate available here.
 DM1930
 DM1930.Click photographs - Photos may exist for this station.
 DM1930
 DM1930.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DM1930
 DM1930.The Laplace correction was computed from DEFLEC18 derived deflections.
 DM1930
 DM1930.The ellipsoidal height was determined by GPS observations
 DM1930.and is referenced to NAD 83.
 DM1930
 DM1930. The following values were computed from the NAD 83(2011) position.
 DM1930
 DM1930;                    North         East     Units Scale Factor Converg.
 DM1930;SPC MN S     -   354,639.969   683,059.666   MT  1.00001495   -1 02 41.1
 DM1930;SPC MN S     - 1,163,514.63  2,241,004.92   sFT  1.00001495   -1 02 41.1
 DM1930;UTM  15      - 5,017,302.813   304,674.602   MT  1.00006912   -1 46 13.0
 DM1930
 DM1930!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DM1930!SPC MN S     -   0.99995399  x   1.00001495  =   0.99996894
 DM1930!UTM  15      -   0.99995399  x   1.00006912  =   1.00002311
 DM1930
 DM1930_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUL0467417302(NAD 83)
 DM1930
 DM1930                          SUPERSEDED SURVEY CONTROL
 DM1930
 DM1930  NAD 83(2007)-  45 16 55.44336(N)    095 29 25.88833(W) AD(2002.00) 1
 DM1930  ELLIP H (08/04/10)  293.516  (m)                       GP(2002.00) 3 1
 DM1930
 DM1930.Superseded values are not recommended for survey control.
 DM1930
 DM1930.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DM1930.See file dsdata.pdf to determine how the superseded data were derived.
 DM1930
 DM1930_MARKER: DD = SURVEY DISK
 DM1930_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 DM1930_STAMPING: 24 RB 1966
 DM1930_MARK LOGO: USGS
 DM1930_PROJECTION: FLUSH
 DM1930_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT
 DM1930_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DM1930_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DM1930+SATELLITE: SATELLITE OBSERVATIONS - March 26, 2008
 DM1930
 DM1930  HISTORY     - Date     Condition        Report By
 DM1930  HISTORY     - 19660401 MONUMENTED       USGS
 DM1930  HISTORY     - 20080326 GOOD             MNDT
 DM1930
 DM1930                          STATION DESCRIPTION
 DM1930
 DM1930'DESCRIBED BY MN DEPT OF TRANSP 2008 (MAS)
 DM1930'THE MARK WAS RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.
 DM1930'THE MARK IS 1.6 MILES NORTHWEST OF DE GRAFF, 1.2 MILES NORTHWEST ALONG
 DM1930'TRUNK HIGHWAY 12 FROM THE JUNCTION OF TRUNK HIGHWAY 12 AND COUNTY ROAD
 DM1930'31 (4TH STREET) IN DE GRAFF, THEN 0.8 MILE NORTH ON 65TH AVENUE, 51
 DM1930'FEET NORTH OF 30TH STREET SOUTHEAST AND 60 FEET EAST OF 65TH AVENUE
 DM1930'SOUTHEAST, 19.0 FEET EAST OF POWER POLE, 1.5 FEET SOUTHEAST OF
 DM1930'ELECTRIC PEDESTAL.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 QO0782 ***********************************************************************
 QO0782  DESIGNATION -  24 RDS
 QO0782  PID         -  QO0782
 QO0782  STATE/COUNTY-  MN/ANOKA
 QO0782  COUNTRY     -  US
 QO0782  USGS QUAD   -  CENTERVILLE (2019)
 QO0782
 QO0782                         *CURRENT SURVEY CONTROL
 QO0782  ______________________________________________________________________
 QO0782* NAD 83(1986) POSITION- 45 10 58.     (N) 093 07 20.     (W)   SCALED
 QO0782* NAVD 88 ORTHO HEIGHT -   274.803 (meters)      901.58  (feet) ADJUSTED
 QO0782  ______________________________________________________________________
 QO0782  GEOID HEIGHT    -        -27.462 (meters)                     GEOID18
 QO0782  DYNAMIC HEIGHT  -        274.800 (meters)      901.57  (feet) COMP
 QO0782  MODELED GRAVITY -    980,597.6   (mgal)                       NAVD 88
 QO0782
 QO0782  VERT ORDER      -  SECOND    CLASS 0
 QO0782
 QO0782.The horizontal coordinates were scaled from a map and have
 QO0782.an estimated accuracy of +/- 6 seconds.
 QO0782
 QO0782.The orthometric height was determined by differential leveling and
 QO0782.adjusted by the NATIONAL GEODETIC SURVEY
 QO0782.in June 1991.
 QO0782
 QO0782.Significant digits in the geoid height do not necessarily reflect accuracy.
 QO0782.GEOID18 height accuracy estimate available here.
 QO0782
 QO0782.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL903032(NAD 83)
 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
 QO0782.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QO0782.See file dsdata.pdf to determine how the superseded data were derived.
 QO0782
 QO0782_MARKER: DD = SURVEY DISK
 QO0782_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QO0782_STAMPING: 24 RDS 1950
 QO0782_MARK LOGO: USGS
 QO0782_PROJECTION: PROJECTING 30 CENTIMETERS
 QO0782_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QO0782+STABILITY: SURFACE MOTION
 QO0782
 QO0782  HISTORY     - Date     Condition        Report By
 QO0782  HISTORY     - 1950     MONUMENTED       USGS
 QO0782  HISTORY     - 1966     GOOD             MNDT
 QO0782  HISTORY     - 1969     MARK NOT FOUND   CGS
 QO0782  HISTORY     - 1979     GOOD             LOCSUR
 QO0782  HISTORY     - 20070726 GOOD             MNDT
 QO0782
 QO0782                          STATION DESCRIPTION
 QO0782
 QO0782'DESCRIBED BY MN DEPT OF TRANSP 1966
 QO0782'IN LINO LAKES.
 QO0782'MARK IS LOCATED 273 FEET NORTH OF ENGLEWOOD DRIVE, 22 FEET EAST OF
 QO0782'SUNSET STREET NORTHEAST, 1 FOOT WEST OF A STEEL WITNESS POST, IN A
 QO0782'CONCRETE MONUMENT PROJECTS ABOUT 1.0 FOOT ABOVE GROUND.  SW 1/4
 QO0782'SECTION 18, T 31N, R 22W.  NOTE-- PROBABLY DESTROYED BY BRIDGE
 QO0782'CONSTRUCTION.
 QO0782
 QO0782                          STATION RECOVERY (1969)
 QO0782
 QO0782'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969
 QO0782'MARK NOT FOUND.
 QO0782
 QO0782                          STATION RECOVERY (1979)
 QO0782
 QO0782'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1979
 QO0782'THE MARK IS LOCATED NEAR THE JUNCTION OF 4TH AVENUE AND LILAC STREET
 QO0782'(TH 326) IN LINO LAKES. THE MARK IS 273 FEET NORTH OF THE CENTER OF
 QO0782'LILAAC STREET, 22 FEET EAST OF THE CENTER OF 4TH AVE. AND L FOOT WEST
 QO0782'OF A STEEL WITNESS POST. THE MARK, A STANDARD USGS DISK STAMPED "24
 QO0782'RDS 1950", IS SET IN THE TOP OF A CONCRETE POST THAT PROJECTS 1 FOOT
 QO0782'ABOVE GROUND.
 QO0782
 QO0782                          STATION RECOVERY (2007)
 QO0782
 QO0782'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (WEF)
 QO0782'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 ON0699 ***********************************************************************
 ON0699  DESIGNATION -  24 RWM
 ON0699  PID         -  ON0699
 ON0699  STATE/COUNTY-  MN/FILLMORE
 ON0699  COUNTRY     -  US
 ON0699  USGS QUAD   -  MABEL (2019)
 ON0699
 ON0699                         *CURRENT SURVEY CONTROL
 ON0699  ______________________________________________________________________
 ON0699* NAD 83(1986) POSITION- 43 33 31.21   (N) 091 46 12.50   (W)   HD_HELD1
 ON0699* NAVD 88 ORTHO HEIGHT -   361.318 (meters)     1185.42  (feet) ADJUSTED
 ON0699  ______________________________________________________________________
 ON0699  GEOID HEIGHT    -        -30.183 (meters)                     GEOID18
 ON0699  DYNAMIC HEIGHT  -        361.247 (meters)     1185.19  (feet) COMP
 ON0699  MODELED GRAVITY -    980,412.6   (mgal)                       NAVD 88
 ON0699
 ON0699  VERT ORDER      -  SECOND    CLASS I
 ON0699
 ON0699.The horizontal coordinates were determined by differentially corrected
 ON0699.hand held GPS observations or other comparable positioning techniques
 ON0699.and have an estimated accuracy of +/- 3 meters.
 ON0699
 ON0699.The orthometric height was determined by differential leveling and
 ON0699.adjusted by the NATIONAL GEODETIC SURVEY
 ON0699.in June 2015.
 ON0699
 ON0699.Significant digits in the geoid height do not necessarily reflect accuracy.
 ON0699.GEOID18 height accuracy estimate available here.
 ON0699
 ON0699.Click photographs - Photos may exist for this station.
 ON0699
 ON0699.The dynamic height is computed by dividing the NAVD 88
 ON0699.geopotential number by the normal gravity value computed on the
 ON0699.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ON0699.degrees latitude (g = 980.6199 gals.).
 ON0699
 ON0699.The modeled gravity was interpolated from observed gravity values.
 ON0699
 ON0699;                    North         East    Units  Estimated Accuracy
 ON0699;SPC MN S     -   164,533.9     980,156.8     MT  (+/- 3 meters HH1 GPS) 
 ON0699
 ON0699_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWJ9933123591(NAD 83)
 ON0699
 ON0699                          SUPERSEDED SURVEY CONTROL
 ON0699
 ON0699  NAVD 88 (06/15/91)  361.334  (m)         1185.48   (f) SUPERSEDED  2 0
 ON0699
 ON0699.Superseded values are not recommended for survey control.
 ON0699
 ON0699.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ON0699.See file dsdata.pdf to determine how the superseded data were derived.
 ON0699
 ON0699_MARKER: DD = SURVEY DISK
 ON0699_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 ON0699_STAMPING: 24 RWM 1963
 ON0699_MARK LOGO: USGS
 ON0699_PROJECTION: PROJECTING 8 CENTIMETERS
 ON0699_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 ON0699_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 ON0699_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ON0699+SATELLITE: SATELLITE OBSERVATIONS - July 30, 2024
 ON0699
 ON0699  HISTORY     - Date     Condition        Report By
 ON0699  HISTORY     - 19630401 MONUMENTED       USGS
 ON0699  HISTORY     - 20130603 GOOD             MNDT
 ON0699  HISTORY     - 20240730 GOOD             MNDT
 ON0699
 ON0699                          STATION DESCRIPTION
 ON0699
 ON0699'DESCRIBED BY MN DEPT OF TRANSP 2013 (KMS)
 ON0699'THE STATION IS LOCATED ABOUT 8.3 MI (13.4 KM) EAST-NORTHEAST OF
 ON0699'CANTON, 6.7 MI (10.8 KM) WEST OF SPRING GROVE AND 2.6 MI (4.2 KM)
 ON0699'NORTH OF MABEL.
 ON0699'
 ON0699'TO REACH GO 2.6 MI (4.2 KM) NORTH OF MABEL, 2.4 MI (3.9 KM) NORTH
 ON0699'ALONG TRUNK HIGHWAY 43 FROM THE JUNCTION OF TRUNK HIGHWAY 43 AND TRUNK
 ON0699'HIGHWAY 44 AT MABEL, AT TRUNK HIGHWAY 43 MILE POINT 2.35.
 ON0699'
 ON0699'IT IS 49.3 FT (15.0 M) EAST OF TRUNK HIGHWAY 43, 46.0 FT (14.0 M)
 ON0699'NORTH OF 140TH STREET, 15.3 FT (4.7 M) NORTH OF WOOD FENCE CORNER, 2.0
 ON0699'FT (0.6 M) WEST OF A FENCE AND 1.7 FT (0.5 M) WEST OF A WITNESS POST.
 ON0699
 ON0699                          STATION RECOVERY (2024)
 ON0699
 ON0699'RECOVERY NOTE BY MN DEPT OF TRANSP 2024 (KMS)
 ON0699'2.6 MI (4.2 KM) NORTH OF MABEL, 2.4 MI (3.9 KM) NORTH ALONG TRUNK
 ON0699'HIGHWAY 43 FROM THE JUNCTION OF TRUNK HIGHWAY 43 AND TRUNK HIGHWAY 44
 ON0699'AT MABEL, AT TRUNK HIGHWAY 43 MILE POINT 2.35, 49.3 FT (15.0 M) EAST
 ON0699'OF TRUNK HIGHWAY 43, 46.0 FT (14.0 M) NORTH OF 140TH STREET, 15.3 FT
 ON0699'(4.7 M) NORTH OF A WOOD FENCE CORNER, 2.0 FT (0.6 M) WEST OF A FENCE,
 ON0699'1.7 FT (0.5 M) WEST OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 PR0726 ***********************************************************************
 PR0726  HT_MOD      -  This is a Height Modernization Survey Station.
 PR0726  DESIGNATION -  24 SEM
 PR0726  PID         -  PR0726
 PR0726  STATE/COUNTY-  MN/YELLOW MEDICINE
 PR0726  COUNTRY     -  US
 PR0726  USGS QUAD   -  PORTER (2019)
 PR0726
 PR0726                         *CURRENT SURVEY CONTROL
 PR0726  ______________________________________________________________________
 PR0726* NAD 83(2011) POSITION- 44 38 42.53206(N) 096 08 01.11450(W)   ADJUSTED
 PR0726* NAD 83(2011) ELLIP HT-   336.978 (meters)        (06/27/12)   ADJUSTED
 PR0726* NAD 83(2011) EPOCH   -  2010.00
 PR0726* NAVD 88 ORTHO HEIGHT -   363.20  (meters)     1191.6   (feet) GPS OBS
 PR0726  ______________________________________________________________________
 PR0726  NAVD 88 orthometric height was determined with geoid model    GEOID03
 PR0726  GEOID HEIGHT    -        -26.158 (meters)                     GEOID03
 PR0726  GEOID HEIGHT    -        -26.220 (meters)                     GEOID18
 PR0726  NAD 83(2011) X  -   -485,690.868 (meters)                     COMP
 PR0726  NAD 83(2011) Y  - -4,519,606.233 (meters)                     COMP
 PR0726  NAD 83(2011) Z  -  4,459,614.901 (meters)                     COMP
 PR0726  LAPLACE CORR    -         -6.21  (seconds)                    DEFLEC18
 PR0726
 PR0726  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 PR0726  Standards:
 PR0726         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 PR0726            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 PR0726  -------------------------------------------------------------------
 PR0726  NETWORK    0.32   0.45           0.15   0.10   0.23      0.08592484
 PR0726  -------------------------------------------------------------------
 PR0726  Click here for local accuracies and other accuracy information.
 PR0726
 PR0726.The horizontal coordinates were established by GPS observations
 PR0726.and adjusted by the National Geodetic Survey in June 2012.
 PR0726
 PR0726.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 PR0726.been affixed to the stable North American tectonic plate. See 
 PR0726.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 PR0726
 PR0726.The horizontal coordinates are valid at the epoch date displayed above
 PR0726.which is a decimal equivalence of Year/Month/Day.
 PR0726
 PR0726.The orthometric height was determined by GPS observations and a
 PR0726.high-resolution geoid model using precise GPS observation and
 PR0726.processing techniques.
 PR0726
 PR0726.Significant digits in the geoid height do not necessarily reflect accuracy.
 PR0726.GEOID18 height accuracy estimate available here.
 PR0726
 PR0726.Click photographs - Photos may exist for this station.
 PR0726
 PR0726.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 PR0726
 PR0726.The Laplace correction was computed from DEFLEC18 derived deflections.
 PR0726
 PR0726.The ellipsoidal height was determined by GPS observations
 PR0726.and is referenced to NAD 83.
 PR0726
 PR0726. The following values were computed from the NAD 83(2011) position.
 PR0726
 PR0726;                    North         East     Units Scale Factor Converg.
 PR0726;SPC MN S     -   285,003.836   630,765.735   MT  0.99992517   -1 29 43.9
 PR0726;SPC MN S     -   935,050.09  2,069,437.25   sFT  0.99992517   -1 29 43.9
 PR0726;UTM  14      - 4,947,529.166   727,304.171   MT  1.00023541   +2 00 54.3
 PR0726
 PR0726!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PR0726!SPC MN S     -   0.99994717  x   0.99992517  =   0.99987234
 PR0726!UTM  14      -   0.99994717  x   1.00023541  =   1.00018256
 PR0726
 PR0726_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQQ2730447529(NAD 83)
 PR0726
 PR0726                          SUPERSEDED SURVEY CONTROL
 PR0726
 PR0726  NAD 83(2007)-  44 38 42.53200(N)    096 08 01.11550(W) AD(2002.00) 1
 PR0726  ELLIP H (11/04/09)  337.018  (m)                       GP(2002.00) 3 1
 PR0726  NAD 83(1996)-  44 38 42.52427(N)    096 08 01.13336(W) AD(       ) 3
 PR0726  NAD 83(1996)-  44 38 42.52492(N)    096 08 01.13217(W) AD(       ) 3
 PR0726  NAD 83(1986)-  44 38 42.52459(N)    096 08 01.11595(W) AD(       ) 3
 PR0726  NAD 27      -  44 38 42.65161(N)    096 07 59.96823(W) AD(       ) 3
 PR0726  NGVD 29             363.00   (m)         1190.9    (f) LEVELING    3  
 PR0726
 PR0726.Superseded values are not recommended for survey control.
 PR0726
 PR0726.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PR0726.See file dsdata.pdf to determine how the superseded data were derived.
 PR0726
 PR0726_MARKER: DD = SURVEY DISK
 PR0726_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PR0726_STAMPING: 24 SEM 1965 1191
 PR0726_MARK LOGO: USGS
 PR0726_PROJECTION: PROJECTING 10 CENTIMETERS
 PR0726_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 PR0726_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PR0726+STABILITY: SURFACE MOTION
 PR0726_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PR0726+SATELLITE: SATELLITE OBSERVATIONS - April 15, 2009
 PR0726
 PR0726  HISTORY     - Date     Condition        Report By
 PR0726  HISTORY     - 1965     MONUMENTED       USGS
 PR0726  HISTORY     - 20090415 GOOD             MNDT
 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 WEST OF X-ROADS, 2.5 FT SOUTH OF
 PR0726'TELEPHONE POLE, IN CONCRETE POST WITH STANDARD TABLET STAMPED
 PR0726'---24 SEM 1965 1191 ET 1965---.
 PR0726
 PR0726                          STATION RECOVERY (2009)
 PR0726
 PR0726'RECOVERY NOTE BY MN DEPT OF TRANSP 2009 (MPP)
 PR0726'1.7 MILE NORTHEAST OF PORTER, 1.2 MILES NORTH AND EAST ALONG COUNTY
 PR0726'ROAD 12 FROM JUNCTION OF COUNTY ROAD 12 AND TRUNK HIGHWAY 68 IN
 PR0726'PORTER, THEN 1.1 MILES EAST ALONG 170TH AVENUE, 40.0 FEET SOUTH OF
 PR0726'170TH AVENUE, 34.0 FEET WEST OF 260TH STREET, 2.5 FEET SOUTH OF
 PR0726'TELEPHONE/TELEGRAPH POLE, 2.0 FEET SOUTH OF CABLE PEDESTAL, 0.6 FOOT
 PR0726'NORTH OF WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DF7372 ***********************************************************************
 DF7372  DESIGNATION -  24 SEM
 DF7372  PID         -  DF7372
 DF7372  STATE/COUNTY-  MN/AITKIN
 DF7372  COUNTRY     -  US
 DF7372  USGS QUAD   -  THOR (2019)
 DF7372
 DF7372                         *CURRENT SURVEY CONTROL
 DF7372  ______________________________________________________________________
 DF7372* NAD 83(2011) POSITION- 46 22 38.91654(N) 093 23 22.48832(W)   ADJUSTED
 DF7372* NAD 83(2011) ELLIP HT-   369.820 (meters)        (06/27/12)   ADJUSTED
 DF7372* NAD 83(2011) EPOCH   -  2010.00
 DF7372* NAVD 88 ORTHO HEIGHT -   397.5   (meters)     1304.    (feet) GPS OBS
 DF7372  ______________________________________________________________________
 DF7372  NAVD 88 orthometric height was determined with geoid model    GEOID99
 DF7372  GEOID HEIGHT    -        -27.596 (meters)                     GEOID99
 DF7372  GEOID HEIGHT    -        -27.634 (meters)                     GEOID18
 DF7372  NAD 83(2011) X  -   -260,639.819 (meters)                     COMP
 DF7372  NAD 83(2011) Y  - -4,400,585.189 (meters)                     COMP
 DF7372  NAD 83(2011) Z  -  4,594,562.398 (meters)                     COMP
 DF7372  LAPLACE CORR    -         -0.97  (seconds)                    DEFLEC18
 DF7372
 DF7372  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DF7372  Standards:
 DF7372         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DF7372            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DF7372  -------------------------------------------------------------------
 DF7372  NETWORK    0.85   0.88           0.40   0.27   0.45     -0.05779544
 DF7372  -------------------------------------------------------------------
 DF7372  Click here for local accuracies and other accuracy information.
 DF7372
 DF7372.The horizontal coordinates were established by GPS observations
 DF7372.and adjusted by the National Geodetic Survey in June 2012.
 DF7372
 DF7372.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DF7372.been affixed to the stable North American tectonic plate. See 
 DF7372.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DF7372
 DF7372.The horizontal coordinates are valid at the epoch date displayed above
 DF7372.which is a decimal equivalence of Year/Month/Day.
 DF7372
 DF7372.The orthometric height was determined by GPS observations and a
 DF7372.high-resolution geoid model.
 DF7372
 DF7372.Significant digits in the geoid height do not necessarily reflect accuracy.
 DF7372.GEOID18 height accuracy estimate available here.
 DF7372
 DF7372.Click photographs - Photos may exist for this station.
 DF7372
 DF7372.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DF7372
 DF7372.The Laplace correction was computed from DEFLEC18 derived deflections.
 DF7372
 DF7372.The ellipsoidal height was determined by GPS observations
 DF7372.and is referenced to NAD 83.
 DF7372
 DF7372. The following values were computed from the NAD 83(2011) position.
 DF7372
 DF7372;                    North         East     Units Scale Factor Converg.
 DF7372;SPC MN C     -   253,460.868   866,189.827   MT  0.99992230   +0 37 20.7
 DF7372;SPC MN C     -   831,562.86  2,841,824.46   sFT  0.99992230   +0 37 20.7
 DF7372;UTM  15      - 5,136,062.881   470,039.716   MT  0.99961103   -0 16 55.3
 DF7372
 DF7372!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF7372!SPC MN C     -   0.99994203  x   0.99992230  =   0.99986433
 DF7372!UTM  15      -   0.99994203  x   0.99961103  =   0.99955308
 DF7372
 DF7372_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVM7003936062(NAD 83)
 DF7372
 DF7372                          SUPERSEDED SURVEY CONTROL
 DF7372
 DF7372  NAD 83(2007)-  46 22 38.91663(N)    093 23 22.48911(W) AD(2002.00) 0
 DF7372  ELLIP H (02/10/07)  369.851  (m)                       GP(2002.00)    
 DF7372  NAD 83(1996)-  46 22 38.91650(N)    093 23 22.48877(W) AD(       ) 1
 DF7372  ELLIP H (08/26/03)  369.879  (m)                       GP(       ) 3 1
 DF7372
 DF7372.Superseded values are not recommended for survey control.
 DF7372
 DF7372.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF7372.See file dsdata.pdf to determine how the superseded data were derived.
 DF7372
 DF7372_MARKER: DH = HORIZONTAL CONTROL DISK
 DF7372_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF7372_STAMPING: 24 SEM 1967
 DF7372_MARK LOGO: USGS
 DF7372_PROJECTION: PROJECTING 10 CENTIMETERS
 DF7372_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 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 - August 04, 2020
 DF7372
 DF7372  HISTORY     - Date     Condition        Report By
 DF7372  HISTORY     - 1967     MONUMENTED       USGS
 DF7372  HISTORY     - 19990401 GOOD             MNDT
 DF7372  HISTORY     - 20200804 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.
 DF7372
 DF7372                          STATION RECOVERY (2020)
 DF7372
 DF7372'RECOVERY NOTE BY MN DEPT OF TRANSP 2020 (KMS)
 DF7372'6.8 MI (10.9 KM) NORTHEAST OF MALMO, 8.9 MI (14.3 KM) EAST ALONG
 DF7372'COUNTY ROAD 2 FROM THE JUNCTION OF COUNTY ROAD 2 AND TRUNK HIGHWAY 47
 DF7372'IN MALMO, THEN 3.2 MI (5.1 KM) NORTH AND WEST ON 230TH PLACE, THEN
 DF7372'CONTINUE 2.7 MI (4.3 KM) NORTH AND WEST ON AITKIN COUNTY FOREST ROAD
 DF7372'44-1, 180.0 FT (54.9 M) NORTH OF FOREST ROAD 44-1, 17.0 FT (5.2 M)
 DF7372'EAST OF FOREST ROAD 44-1, 1.0 FT (0.3 M) WEST OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 RP1075 ***********************************************************************
 RP1075  DESIGNATION -  24 WHV
 RP1075  PID         -  RP1075
 RP1075  STATE/COUNTY-  MN/CLAY
 RP1075  COUNTRY     -  US
 RP1075  USGS QUAD   -  BAKER (2019)
 RP1075
 RP1075                         *CURRENT SURVEY CONTROL
 RP1075  ______________________________________________________________________
 RP1075* NAD 83(1996) POSITION- 46 44 51.44286(N) 096 30 17.70594(W)   NO CHECK
 RP1075* NAVD 88 ORTHO HEIGHT -   289.16  (+/-2cm)      948.7   (feet) VERTCON3
 RP1075  ______________________________________________________________________
 RP1075  GEOID HEIGHT    -        -26.635 (meters)                     GEOID18
 RP1075  LAPLACE CORR    -         -0.79  (seconds)                    DEFLEC18
 RP1075  HORZ ORDER      -  THIRD
 RP1075  VERT ORDER      -  THIRD ? (See Below)
 RP1075
 RP1075.The horizontal coordinates were established by classical geodetic methods
 RP1075.and adjusted by the National Geodetic Survey in March 1999.
 RP1075
 RP1075.No horizontal observational check was made to the station.
 RP1075
 RP1075.The NAVD 88 height was computed by applying the VERTCON shift value to
 RP1075.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RP1075
 RP1075.Significant digits in the geoid height do not necessarily reflect accuracy.
 RP1075.GEOID18 height accuracy estimate available here.
 RP1075
 RP1075.The vertical order pertains to the NGVD 29 superseded value.
 RP1075
 RP1075.Click photographs - Photos may exist for this station.
 RP1075
 RP1075.The Laplace correction was computed from DEFLEC18 derived deflections.
 RP1075
 RP1075. The following values were computed from the NAD 83(1996) position.
 RP1075
 RP1075;                    North         East     Units Scale Factor Converg.
 RP1075;SPC MN C     -   296,697.276   627,726.296   MT  0.99994795   -1 37 52.3
 RP1075;SPC MN C     -   973,414.31  2,059,465.36   sFT  0.99994795   -1 37 52.3
 RP1075;UTM  14      - 5,180,142.241   690,577.780   MT  1.00004643   +1 49 04.1
 RP1075
 RP1075!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RP1075!SPC MN C     -   0.99995885  x   0.99994795  =   0.99990680
 RP1075!UTM  14      -   0.99995885  x   1.00004643  =   1.00000528
 RP1075
 RP1075_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPS9057780142(NAD 83)
 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             288.88   (m)          947.8    (f) LEVELING    3  
 RP1075
 RP1075.Superseded values are not recommended for survey control.
 RP1075
 RP1075.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RP1075.See file dsdata.pdf to determine how the superseded data were derived.
 RP1075
 RP1075_MARKER: DD = SURVEY DISK
 RP1075_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 RP1075_STAMPING: 24 WHV 1950
 RP1075_MARK LOGO: USGS
 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 = MARCH 21, 2026 06:05:54 EDT
 OO0525 ***********************************************************************
 OO0525  DESIGNATION -  2401 B
 OO0525  PID         -  OO0525
 OO0525  STATE/COUNTY-  MN/FREEBORN
 OO0525  COUNTRY     -  US
 OO0525  USGS QUAD   -  ALBERT LEA WEST (2019)
 OO0525
 OO0525                         *CURRENT SURVEY CONTROL
 OO0525  ______________________________________________________________________
 OO0525* NAD 83(1986) POSITION- 43 40 09.97   (N) 093 23 59.84   (W)   HD_HELD1
 OO0525* NAVD 88 ORTHO HEIGHT -   371.867 (meters)     1220.03  (feet) ADJUSTED
 OO0525  ______________________________________________________________________
 OO0525  GEOID HEIGHT    -        -29.322 (meters)                     GEOID18
 OO0525  DYNAMIC HEIGHT  -        371.774 (meters)     1219.73  (feet) COMP
 OO0525  MODELED GRAVITY -    980,359.2   (mgal)                       NAVD 88
 OO0525
 OO0525  VERT ORDER      -  SECOND    CLASS I
 OO0525
 OO0525.The horizontal coordinates were determined by differentially corrected
 OO0525.hand held GPS observations or other comparable positioning techniques
 OO0525.and have an estimated accuracy of +/- 3 meters.
 OO0525
 OO0525.The orthometric height was determined by differential leveling and
 OO0525.adjusted by the NATIONAL GEODETIC SURVEY
 OO0525.in May 2019.
 OO0525
 OO0525.Significant digits in the geoid height do not necessarily reflect accuracy.
 OO0525.GEOID18 height accuracy estimate available here.
 OO0525
 OO0525.Click photographs - Photos may exist for this station.
 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     -   174,561.4     848,394.5     MT  (+/- 3 meters HH1 GPS) 
 OO0525
 OO0525_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVJ6775635236(NAD 83)
 OO0525
 OO0525                          SUPERSEDED SURVEY CONTROL
 OO0525
 OO0525  NAVD 88 (06/15/91)  371.870  (m)         1220.04   (f) SUPERSEDED  2 0
 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
 OO0525.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OO0525.See file dsdata.pdf to determine how the superseded data were derived.
 OO0525
 OO0525_MARKER: DB = BENCH MARK DISK
 OO0525_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 OO0525_SP_SET: BOX CULVERT
 OO0525_STAMPING: 2401 B 1967
 OO0525_MARK LOGO: MNHD
 OO0525_MAGNETIC: N = NO MAGNETIC MATERIAL
 OO0525_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OO0525+STABILITY: SURFACE MOTION
 OO0525_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 OO0525+SATELLITE: SATELLITE OBSERVATIONS - July 26, 2016
 OO0525
 OO0525  HISTORY     - Date     Condition        Report By
 OO0525  HISTORY     - 19670401 MONUMENTED       MNHD
 OO0525  HISTORY     - 1969     GOOD             MNDT
 OO0525  HISTORY     - 1980     GOOD             MNDT
 OO0525  HISTORY     - 20160726 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.
 OO0525
 OO0525                          STATION RECOVERY (2016)
 OO0525
 OO0525'RECOVERY NOTE BY MN DEPT OF TRANSP 2016 (KMS)
 OO0525'THE MARK IS LOCATED ABOUT 2.2 MI (3.5 KM) NORTHWEST OF ALBERT LEA.
 OO0525'
 OO0525'TO REACH THE MARK GO 1.5 MI (2.4 KM) NORTH OF THE JUNCTION OF TRUNK
 OO0525'HIGHWAY 13 AND TRUNK HIGHWAY 69 AND COUNTY ROAD 46, THEN 0.1 MI (0.2
 OO0525'KM) NORTH ON COUNTY ROAD 101.
 OO0525'
 OO0525'THE MARK IS LOCATED 30.5 FT (9.3 M) EAST OF COUNTY ROAD 101, IN
 OO0525'SOUTH-EAST CORNER OF COUNTY ROAD 101 DOUBLE BOX CULVERT AT NORTHWEST
 OO0525'CORNER OF FOUNTAIN LAKE.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 OO0523 ***********************************************************************
 OO0523  DESIGNATION -  2401 C
 OO0523  PID         -  OO0523
 OO0523  STATE/COUNTY-  MN/FREEBORN
 OO0523  COUNTRY     -  US
 OO0523  USGS QUAD   -  ALBERT LEA WEST (2019)
 OO0523
 OO0523                         *CURRENT SURVEY CONTROL
 OO0523  ______________________________________________________________________
 OO0523* NAD 83(1986) POSITION- 43 42 22.     (N) 093 26 16.     (W)   SCALED
 OO0523* NAVD 88 ORTHO HEIGHT -   386.794 (meters)     1269.01  (feet) ADJUSTED
 OO0523  ______________________________________________________________________
 OO0523  GEOID HEIGHT    -        -29.338 (meters)                     GEOID18
 OO0523  DYNAMIC HEIGHT  -        386.698 (meters)     1268.69  (feet) COMP
 OO0523  MODELED GRAVITY -    980,359.1   (mgal)                       NAVD 88
 OO0523
 OO0523  VERT ORDER      -  SECOND    CLASS I
 OO0523
 OO0523.The horizontal coordinates were scaled from a map and have
 OO0523.an estimated accuracy of +/- 6 seconds.
 OO0523
 OO0523.The orthometric height was determined by differential leveling and
 OO0523.adjusted by the NATIONAL GEODETIC SURVEY
 OO0523.in June 1991.
 OO0523
 OO0523.Significant digits in the geoid height do not necessarily reflect accuracy.
 OO0523.GEOID18 height accuracy estimate available here.
 OO0523
 OO0523.Click photographs - Photos may exist for this station.
 OO0523
 OO0523.The dynamic height is computed by dividing the NAVD 88
 OO0523.geopotential number by the normal gravity value computed on the
 OO0523.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OO0523.degrees latitude (g = 980.6199 gals.).
 OO0523
 OO0523.The modeled gravity was interpolated from observed gravity values.
 OO0523
 OO0523;                    North         East    Units  Estimated Accuracy
 OO0523;SPC MN S     -   178,610.      845,320.      MT  (+/- 180 meters Scaled)
 OO0523
 OO0523_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVJ647393(NAD 83)
 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
 OO0523.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OO0523.See file dsdata.pdf to determine how the superseded data were derived.
 OO0523
 OO0523_MARKER: DB = BENCH MARK DISK
 OO0523_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 OO0523_SP_SET: BOX CULVERT HEADWALL
 OO0523_STAMPING: 2401 C 1967
 OO0523_MARK LOGO: MNHD
 OO0523_MAGNETIC: N = NO MAGNETIC MATERIAL
 OO0523_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OO0523+STABILITY: SURFACE MOTION
 OO0523_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 OO0523+SATELLITE: SATELLITE OBSERVATIONS - June 09, 2008
 OO0523
 OO0523  HISTORY     - Date     Condition        Report By
 OO0523  HISTORY     - 1967     MONUMENTED       MNHD
 OO0523  HISTORY     - 1980     GOOD             MNDT
 OO0523  HISTORY     - 20080609 GOOD             MNDT
 OO0523  HISTORY     - 20110413 MARK NOT FOUND   MNDT
 OO0523  HISTORY     - 20240626 MARK NOT FOUND   MNDT
 OO0523
 OO0523                          STATION DESCRIPTION
 OO0523
 OO0523'DESCRIBED BY MN HIGHWAY DEPT 1967
 OO0523'1.35 MI S FROM MANCHESTER.
 OO0523'MARK IS LOCATED NEAR THE CENTER OF SECTION 23, T103N, R22W ABOUT 1.35
 OO0523'MILES SOUTH OF MANCHESTER ON T.H. 13 AND ABOUT 1.8 MILES NORTH OF
 OO0523'PROPOSED F.A.I. 90 INTERCHANGE.  MARK IS A STANDARD MINNESOTA HIGHWAY
 OO0523'DEPARTMENT DISK STAMPED 2401 C 1967 SET IN THE SE CORNER HEADWALL OF A
 OO0523'BOX CULVERT.  ALONG T.H. 13.
 OO0523
 OO0523                          STATION RECOVERY (1980)
 OO0523
 OO0523'RECOVERY NOTE BY MN DEPT OF TRANSP 1980
 OO0523'THE MARK WAS RECOVERED IN GOOD CONDITION AS DESCRIBED IN NGS LINE 105
 OO0523'MINN AND IS LOCATED ABOUT 1.35 MILES SOUTH ALONG TRUNK HIGHWAY 13
 OO0523'FROM ITS JUNCTION WITH COUNTY ROAD 25 IN MANCHESTER AND IS NEAR
 OO0523'HIGHWAY 13 MILE POINT 5 IN THE SE 1/4 OF SECTION 23, T103N, R22W.
 OO0523'THE MARK IS 225 FEET SOUTHEAST OF MILE POST 5, 30 FEET EAST OF AND 3
 OO0523'FEET LOWER THAN THE CENTERLINE OF HIGHWAY 13 IN THE HEADWALL IN THE
 OO0523'SOUTHEAST CORNER OF A 36 FOOT WIDE BY 12 FOOT DEEP BOX CULVERT AT A
 OO0523'DRAINAGE DITCH.  THE MARK, A STANDARD MNHD BENCH MARK DISK
 OO0523'STAMPED---2401 C 1967---, IS CEMENTED IN A DRILL HOLE IN THE
 OO0523'HEADWALL.
 OO0523
 OO0523                          STATION RECOVERY (2008)
 OO0523
 OO0523'RECOVERY NOTE BY MN DEPT OF TRANSP 2008 (MPP)
 OO0523'RECOVERED AS DESCRIBED.
 OO0523
 OO0523                          STATION RECOVERY (2011)
 OO0523
 OO0523'RECOVERY NOTE BY MN DEPT OF TRANSP 2011 (AND)
 OO0523'MARK NOT FOUND.
 OO0523
 OO0523                          STATION RECOVERY (2024)
 OO0523
 OO0523'RECOVERY NOTE BY MN DEPT OF TRANSP 2024 (RMJ)
 OO0523'AFTER A THOROUGH FIELD SEARCH MARK WAS NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 OO1410 ***********************************************************************
 OO1410  DESIGNATION -  2401 D
 OO1410  PID         -  OO1410
 OO1410  STATE/COUNTY-  MN/FREEBORN
 OO1410  COUNTRY     -  US
 OO1410  USGS QUAD   -  ALBERT LEA WEST (2019)
 OO1410
 OO1410                         *CURRENT SURVEY CONTROL
 OO1410  ______________________________________________________________________
 OO1410* NAD 83(1986) POSITION- 43 39 12.74   (N) 093 23 23.93   (W)   HD_HELD1
 OO1410* NAVD 88 ORTHO HEIGHT -   371.722 (meters)     1219.56  (feet) ADJUSTED
 OO1410  ______________________________________________________________________
 OO1410  GEOID HEIGHT    -        -29.320 (meters)                     GEOID18
 OO1410  DYNAMIC HEIGHT  -        371.629 (meters)     1219.25  (feet) COMP
 OO1410  MODELED GRAVITY -    980,358.1   (mgal)                       NAVD 88
 OO1410
 OO1410  VERT ORDER      -  SECOND    CLASS I
 OO1410
 OO1410.The horizontal coordinates were determined by differentially corrected
 OO1410.hand held GPS observations or other comparable positioning techniques
 OO1410.and have an estimated accuracy of +/- 3 meters.
 OO1410
 OO1410.The orthometric height was determined by differential leveling and
 OO1410.adjusted by the NATIONAL GEODETIC SURVEY
 OO1410.in May 2019.
 OO1410
 OO1410.Significant digits in the geoid height do not necessarily reflect accuracy.
 OO1410.GEOID18 height accuracy estimate available here.
 OO1410
 OO1410.Click photographs - Photos may exist for this station.
 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     -   172,801.0     849,212.2     MT  (+/- 3 meters HH1 GPS) 
 OO1410
 OO1410_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVJ6855233467(NAD 83)
 OO1410
 OO1410                          SUPERSEDED SURVEY CONTROL
 OO1410
 OO1410  NAVD 88 (06/15/91)  371.731  (m)         1219.59   (f) SUPERSEDED  2 1
 OO1410
 OO1410.Superseded values are not recommended for survey control.
 OO1410
 OO1410.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OO1410.See file dsdata.pdf to determine how the superseded data were derived.
 OO1410
 OO1410_MARKER: DB = BENCH MARK DISK
 OO1410_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 OO1410_SP_SET: BOX CULVERT
 OO1410_STAMPING: 2401 D 1980
 OO1410_MARK LOGO: MNHD
 OO1410_MAGNETIC: N = NO MAGNETIC MATERIAL
 OO1410_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OO1410+STABILITY: SURFACE MOTION
 OO1410_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 OO1410+SATELLITE: SATELLITE OBSERVATIONS - July 26, 2016
 OO1410
 OO1410  HISTORY     - Date     Condition        Report By
 OO1410  HISTORY     - 1980     MONUMENTED       MNDT
 OO1410  HISTORY     - 20160726 GOOD             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.
 OO1410
 OO1410                          STATION RECOVERY (2016)
 OO1410
 OO1410'RECOVERY NOTE BY MN DEPT OF TRANSP 2016 (KMS)
 OO1410'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 OO1411 ***********************************************************************
 OO1411  DESIGNATION -  2401 E
 OO1411  PID         -  OO1411
 OO1411  STATE/COUNTY-  MN/FREEBORN
 OO1411  COUNTRY     -  US
 OO1411  USGS QUAD   -  ALBERT LEA WEST (2019)
 OO1411
 OO1411                         *CURRENT SURVEY CONTROL
 OO1411  ______________________________________________________________________
 OO1411* NAD 83(1986) POSITION- 43 39 33.07   (N) 093 23 43.94   (W)   HD_HELD1
 OO1411* NAVD 88 ORTHO HEIGHT -   373.857 (meters)     1226.56  (feet) ADJUSTED
 OO1411  ______________________________________________________________________
 OO1411  GEOID HEIGHT    -        -29.324 (meters)                     GEOID18
 OO1411  DYNAMIC HEIGHT  -        373.764 (meters)     1226.26  (feet) COMP
 OO1411  MODELED GRAVITY -    980,358.1   (mgal)                       NAVD 88
 OO1411
 OO1411  VERT ORDER      -  SECOND    CLASS I
 OO1411
 OO1411.The horizontal coordinates were determined by differentially corrected
 OO1411.hand held GPS observations or other comparable positioning techniques
 OO1411.and have an estimated accuracy of +/- 3 meters.
 OO1411
 OO1411.The orthometric height was determined by differential leveling and
 OO1411.adjusted by the NATIONAL GEODETIC SURVEY
 OO1411.in May 2019.
 OO1411
 OO1411.Significant digits in the geoid height do not necessarily reflect accuracy.
 OO1411.GEOID18 height accuracy estimate available here.
 OO1411
 OO1411.Click photographs - Photos may exist for this station.
 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     -   173,425.2     848,759.2     MT  (+/- 3 meters HH1 GPS) 
 OO1411
 OO1411_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVJ6810734096(NAD 83)
 OO1411
 OO1411                          SUPERSEDED SURVEY CONTROL
 OO1411
 OO1411  NAVD 88 (06/15/91)  373.859  (m)         1226.57   (f) SUPERSEDED  2 1
 OO1411
 OO1411.Superseded values are not recommended for survey control.
 OO1411
 OO1411.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OO1411.See file dsdata.pdf to determine how the superseded data were derived.
 OO1411
 OO1411_MARKER: DV = VERTICAL CONTROL DISK
 OO1411_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 OO1411_STAMPING: 2401 E 1980
 OO1411_MARK LOGO: MNHD
 OO1411_PROJECTION: PROJECTING 5 CENTIMETERS
 OO1411_MAGNETIC: I = MARKER IS A STEEL ROD
 OO1411_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OO1411_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 OO1411+SATELLITE: SATELLITE OBSERVATIONS - July 26, 2016
 OO1411
 OO1411  HISTORY     - Date     Condition        Report By
 OO1411  HISTORY     - 1980     MONUMENTED       MNDT
 OO1411  HISTORY     - 20160726 GOOD             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.
 OO1411
 OO1411                          STATION RECOVERY (2016)
 OO1411
 OO1411'RECOVERY NOTE BY MN DEPT OF TRANSP 2016 (KMS)
 OO1411'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 OO1412 ***********************************************************************
 OO1412  DESIGNATION -  2401 F
 OO1412  PID         -  OO1412
 OO1412  STATE/COUNTY-  MN/FREEBORN
 OO1412  COUNTRY     -  US
 OO1412  USGS QUAD   -  ALBERT LEA WEST (2019)
 OO1412
 OO1412                         *CURRENT SURVEY CONTROL
 OO1412  ______________________________________________________________________
 OO1412* NAD 83(1986) POSITION- 43 40 12.29   (N) 093 24 13.02   (W)   HD_HELD1
 OO1412* NAVD 88 ORTHO HEIGHT -   373.562 (meters)     1225.59  (feet) ADJUSTED
 OO1412  ______________________________________________________________________
 OO1412  GEOID HEIGHT    -        -29.327 (meters)                     GEOID18
 OO1412  DYNAMIC HEIGHT  -        373.468 (meters)     1225.29  (feet) COMP
 OO1412  MODELED GRAVITY -    980,358.4   (mgal)                       NAVD 88
 OO1412
 OO1412  VERT ORDER      -  SECOND    CLASS I
 OO1412
 OO1412.The horizontal coordinates were determined by differentially corrected
 OO1412.hand held GPS observations or other comparable positioning techniques
 OO1412.and have an estimated accuracy of +/- 3 meters.
 OO1412
 OO1412.The orthometric height was determined by differential leveling and
 OO1412.adjusted by the NATIONAL GEODETIC SURVEY
 OO1412.in May 2019.
 OO1412
 OO1412.Significant digits in the geoid height do not necessarily reflect accuracy.
 OO1412.GEOID18 height accuracy estimate available here.
 OO1412
 OO1412.Click photographs - Photos may exist for this station.
 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     -   174,630.8     848,098.7     MT  (+/- 3 meters HH1 GPS) 
 OO1412
 OO1412_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVJ6746135309(NAD 83)
 OO1412
 OO1412                          SUPERSEDED SURVEY CONTROL
 OO1412
 OO1412  NAVD 88 (06/15/91)  373.556  (m)         1225.58   (f) SUPERSEDED  2 1
 OO1412
 OO1412.Superseded values are not recommended for survey control.
 OO1412
 OO1412.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OO1412.See file dsdata.pdf to determine how the superseded data were derived.
 OO1412
 OO1412_MARKER: DV = VERTICAL CONTROL 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: MNHD
 OO1412_MAGNETIC: N = NO MAGNETIC MATERIAL
 OO1412_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OO1412_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 OO1412+SATELLITE: SATELLITE OBSERVATIONS - July 26, 2016
 OO1412
 OO1412  HISTORY     - Date     Condition        Report By
 OO1412  HISTORY     - 19800520 MONUMENTED       MNHD
 OO1412  HISTORY     - 20160726 GOOD             MNDT
 OO1412
 OO1412                          STATION DESCRIPTION
 OO1412
 OO1412'DESCRIBED BY MN HIGHWAY DEPT 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.
 OO1412
 OO1412                          STATION RECOVERY (2016)
 OO1412
 OO1412'RECOVERY NOTE BY MN DEPT OF TRANSP 2016 (KMS)
 OO1412'THE MARK IS LOCATED ABOUT 2.3 MI (3.7 KM) NORTHWEST OF ALBERT LEA.
 OO1412'
 OO1412'TO REACH THE MARK IN BRIDGE ABUTMENT IN SOUTHEAST CORNER OF RAILROAD
 OO1412'BRIDGE OVER CREEK, 1.5 MI (2.4 KM) SOUTH ALONG TRUNK HIGHWAY 13 FROM
 OO1412'THE JUNCTION OF TRUNK HIGHWAY 13 AND INTERSTATE HIGHWAY 90 (JUNCTION
 OO1412'IS 3.0 MI (4.8 KM) NORTHWEST OF ALBERT LEA), AT TRUNK HIGHWAY 13 MILE
 OO1412'POINT 2.0.
 OO1412'
 OO1412'THE MARK IS LOCATED 6.6 FT (2.0 M) EAST OF OLD RAILROAD GRADE.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 OO1413 ***********************************************************************
 OO1413  DESIGNATION -  2401 G
 OO1413  PID         -  OO1413
 OO1413  STATE/COUNTY-  MN/FREEBORN
 OO1413  COUNTRY     -  US
 OO1413  USGS QUAD   -  ALBERT LEA WEST (2019)
 OO1413
 OO1413                         *CURRENT SURVEY CONTROL
 OO1413  ______________________________________________________________________
 OO1413* NAD 83(1986) POSITION- 43 40 34.05   (N) 093 24 27.23   (W)   HD_HELD1
 OO1413* NAVD 88 ORTHO HEIGHT -   376.524 (meters)     1235.31  (feet) ADJUSTED
 OO1413  ______________________________________________________________________
 OO1413  GEOID HEIGHT    -        -29.327 (meters)                     GEOID18
 OO1413  DYNAMIC HEIGHT  -        376.430 (meters)     1235.00  (feet) COMP
 OO1413  MODELED GRAVITY -    980,358.9   (mgal)                       NAVD 88
 OO1413
 OO1413  VERT ORDER      -  FIRST     CLASS II
 OO1413
 OO1413.The horizontal coordinates were determined by differentially corrected
 OO1413.hand held GPS observations or other comparable positioning techniques
 OO1413.and have an estimated accuracy of +/- 3 meters.
 OO1413
 OO1413.The orthometric height was determined by differential leveling and
 OO1413.adjusted by the NATIONAL GEODETIC SURVEY
 OO1413.in June 1991.
 OO1413
 OO1413.Significant digits in the geoid height do not necessarily reflect accuracy.
 OO1413.GEOID18 height accuracy estimate available here.
 OO1413
 OO1413.Click photographs - Photos may exist for this station.
 OO1413
 OO1413.The dynamic height is computed by dividing the NAVD 88
 OO1413.geopotential number by the normal gravity value computed on the
 OO1413.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OO1413.degrees latitude (g = 980.6199 gals.).
 OO1413
 OO1413.The modeled gravity was interpolated from observed gravity values.
 OO1413
 OO1413;                    North         East    Units  Estimated Accuracy
 OO1413;SPC MN S     -   175,300.1     847,775.5     MT  (+/- 3 meters HH1 GPS) 
 OO1413
 OO1413_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVJ6714635982(NAD 83)
 OO1413
 OO1413                          SUPERSEDED SURVEY CONTROL
 OO1413
 OO1413.No superseded survey control is available for this station.
 OO1413
 OO1413_MARKER: DV = VERTICAL CONTROL DISK
 OO1413_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 OO1413_SP_SET: BRIDGE ABUTMENT
 OO1413_STAMPING: 2401 G 1980
 OO1413_MARK LOGO: MNHD
 OO1413_MAGNETIC: N = NO MAGNETIC MATERIAL
 OO1413_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OO1413_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 OO1413+SATELLITE: SATELLITE OBSERVATIONS - July 26, 2016
 OO1413
 OO1413  HISTORY     - Date     Condition        Report By
 OO1413  HISTORY     - 1980     MONUMENTED       MNDT
 OO1413  HISTORY     - 19900907 GOOD             NGS
 OO1413  HISTORY     - 20080609 GOOD             MNDT
 OO1413  HISTORY     - 20160726 GOOD             MNDT
 OO1413
 OO1413                          STATION DESCRIPTION
 OO1413
 OO1413'DESCRIBED BY MN DEPT OF TRANSP 1980
 OO1413'2.5 MI NW FROM ALBERT LEA.
 OO1413'THE MARK IS LOCATED 1.2 MILES SOUTH ALONG TRUNK HIGHWAY 13 FROM ITS
 OO1413'JUNCTION WITH INTERSTATE HIGHWAY 90 NORTH OF ALBERT LEA AND IS NEAR
 OO1413'HIGHWAY 13 MILE POINT 2.2 IN THE NW 1/4 OF SECTION 6, T102N, R21W.
 OO1413'THE MARK IS 143.5 FEET WEST OF THE SOUTHBOUND CENTERLINE OF HIGHWAY
 OO1413'13 AT ENGINEERS STATION 692+40, 28.2 FEET NORTHWEST OF A PIPE LINE
 OO1413'VENT PIPE, 4.8 FEET EAST OF AND ABOUT LEVEL WITH THE EAST RAIL OF THE
 OO1413'RAILROAD IN THE ABUTMENT IN THE SOUTHEAST CORNER OF THE RAILROAD
 OO1413'BRIDGE OVER A CREEK.  THE MARK, A STANDARD MNHD VERTICAL CONTROL MARK
 OO1413'DISK STAMPED---2401 G 1980---, IS SET IN THE HEADWALL OF THE BRIDGE.
 OO1413
 OO1413                          STATION RECOVERY (1990)
 OO1413
 OO1413'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990
 OO1413'1.6 KM (1.0 MI) SOUTHERLY ALONG STATE HIGHWAY 13 FROM THE JUNCTION OF
 OO1413'INTERSTATE HIGHWAY 90 (EXIT 154) IN ALBERT LEA, IN TOP OF AND 2.8 M
 OO1413'(9.2 FT) SOUTHWEST OF THE NORTHEAST END OF THE SOUTHEAST CONCRETE
 OO1413'ABUTMENT OF A CHICAGO AND NORTHWESTERN RAILROAD BRIDGE, 43.7 M (143.4
 OO1413'FT) SOUTHWEST OF AND LEVEL WITH THE CENTERLINE OF THE SOUTHBOUND
 OO1413'LANES OF THE HIGHWAY, AND 1.6 M (5.2 FT) NORTHEAST OF THE NEAR RAIL.
 OO1413
 OO1413                          STATION RECOVERY (2008)
 OO1413
 OO1413'RECOVERY NOTE BY MN DEPT OF TRANSP 2008 (MPP)
 OO1413'THE MARK IS LOCATED ABOUT 8.3 MI (13.4 KM) WEST-NORTHWEST OF HAYWARD,
 OO1413'7.5 MI (12.1 KM) NORTHEAST OF CONGER AND 2.7 MI (4.3 KM) NORTHWEST OF
 OO1413'ALBERT LEATHER.
 OO1413'
 OO1413'TO REACH TO THE MARK GO 2.5 MI (4.0 KM) NORTHWEST OF ALBERT LEATHER,
 OO1413'1.0 MI (1.6 KM) SOUTH OF THE JUNCTION OF TRUNK HIGHWAY 13 AND
 OO1413'INTERSTATE HIGHWAY 90, AT TRUNK HIGHWAY 13 MILE POINT 2.3, IN
 OO1413'SOUTHEAST CORNER OF RAILROAD BRIDGE OVER CREEK, 9.2 FT (2.8 M)
 OO1413'SOUTHWEST OF NORTHEAST END OF SOUTHEAST CONCRETE ABUTMENT, 143.4 FT
 OO1413'(43.7 M) SOUTHWEST OF SOUTHBOUND TRUNK HIGHWAY 13, 5.2 FT (1.6 M)
 OO1413'NORTHEAST OF NORTHEAST RAIL OF RAILROAD.
 OO1413
 OO1413                          STATION RECOVERY (2016)
 OO1413
 OO1413'RECOVERY NOTE BY MN DEPT OF TRANSP 2016 (KMS)
 OO1413'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 OO1414 ***********************************************************************
 OO1414  DESIGNATION -  2401 H
 OO1414  PID         -  OO1414
 OO1414  STATE/COUNTY-  MN/FREEBORN
 OO1414  COUNTRY     -  US
 OO1414  USGS QUAD   -  ALBERT LEA WEST (2019)
 OO1414
 OO1414                         *CURRENT SURVEY CONTROL
 OO1414  ______________________________________________________________________
 OO1414* NAD 83(1986) POSITION- 43 40 40.47   (N) 093 24 30.40   (W)   HD_HELD1
 OO1414* NAVD 88 ORTHO HEIGHT -   375.278 (meters)     1231.22  (feet) ADJUSTED
 OO1414  ______________________________________________________________________
 OO1414  GEOID HEIGHT    -        -29.326 (meters)                     GEOID18
 OO1414  DYNAMIC HEIGHT  -        375.184 (meters)     1230.92  (feet) COMP
 OO1414  MODELED GRAVITY -    980,358.8   (mgal)                       NAVD 88
 OO1414
 OO1414  VERT ORDER      -  SECOND    CLASS I
 OO1414
 OO1414.The horizontal coordinates were determined by differentially corrected
 OO1414.hand held GPS observations or other comparable positioning techniques
 OO1414.and have an estimated accuracy of +/- 3 meters.
 OO1414
 OO1414.The orthometric height was determined by differential leveling and
 OO1414.adjusted by the NATIONAL GEODETIC SURVEY
 OO1414.in May 2019.
 OO1414
 OO1414.Significant digits in the geoid height do not necessarily reflect accuracy.
 OO1414.GEOID18 height accuracy estimate available here.
 OO1414
 OO1414.Click photographs - Photos may exist for this station.
 OO1414
 OO1414.The dynamic height is computed by dividing the NAVD 88
 OO1414.geopotential number by the normal gravity value computed on the
 OO1414.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OO1414.degrees latitude (g = 980.6199 gals.).
 OO1414
 OO1414.The modeled gravity was interpolated from observed gravity values.
 OO1414
 OO1414;                    North         East    Units  Estimated Accuracy
 OO1414;SPC MN S     -   175,497.7     847,703.1     MT  (+/- 3 meters HH1 GPS) 
 OO1414
 OO1414_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVJ6707636180(NAD 83)
 OO1414
 OO1414                          SUPERSEDED SURVEY CONTROL
 OO1414
 OO1414  NAVD 88 (06/15/91)  375.279  (m)         1231.23   (f) SUPERSEDED  2 1
 OO1414
 OO1414.Superseded values are not recommended for survey control.
 OO1414
 OO1414.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OO1414.See file dsdata.pdf to determine how the superseded data were derived.
 OO1414
 OO1414_MARKER: DB = BENCH MARK DISK
 OO1414_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 OO1414_SP_SET: BOX CULVERT
 OO1414_STAMPING: 2401 H 1980
 OO1414_MARK LOGO: MNHD
 OO1414_MAGNETIC: N = NO MAGNETIC MATERIAL
 OO1414_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OO1414+STABILITY: SURFACE MOTION
 OO1414_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 OO1414+SATELLITE: SATELLITE OBSERVATIONS - July 26, 2016
 OO1414
 OO1414  HISTORY     - Date     Condition        Report By
 OO1414  HISTORY     - 1980     MONUMENTED       MNDT
 OO1414  HISTORY     - 20080609 GOOD             MNDT
 OO1414  HISTORY     - 20080609 GOOD             MNDT
 OO1414  HISTORY     - 20160726 GOOD             MNDT
 OO1414
 OO1414                          STATION DESCRIPTION
 OO1414
 OO1414'DESCRIBED BY MN DEPT OF TRANSP 1980
 OO1414'2.7 MI NW FROM ALBERT LEA.
 OO1414'THE MARK IS LOCATED ABOUT 1 MILE SOUTH ALONG TRUNK HIGHWAY 13 FROM
 OO1414'ITS JUNCTION WITH INTERSTATE HIGHWAY 90 NORTH OF ALBERT LEA AND IS
 OO1414'NEAR HIGHWAY 13 MILE POINT 2.5 IN THE SW 1/4 OF SECTION 31, T103N,
 OO1414'R21W.  THE MARK IS 75.5 FEET WEST OF AND 6 FEET LOWER THAN THE
 OO1414'SOUTHBOUND CENTERLINE OF HIGHWAY 13, 69.4 FEET SOUTHWEST OF THE
 OO1414'CENTER OF THE SOUTHBOUND HIGHWAY 13 STATIONING STENCIL 685+17 AND 21
 OO1414'FEET SOUTH OF THE CENTER OF A ROAD IN THE HEADWALL IN THE SOUTHEAST
 OO1414'CORNER OF A 22 FOOT WIDE BY 12 FOOT DEEP TWIN BOX CULVERT UNDER THE
 OO1414'ROAD.  THE MARK, A STANDARD MNHD BENCH MARK DISK STAMPED---2401 H
 OO1414'1980---, IS SET IN THE HEADWALL OF THE BOX CULVERT.
 OO1414
 OO1414                          STATION RECOVERY (2008)
 OO1414
 OO1414'RECOVERY NOTE BY MN DEPT OF TRANSP 2008 (MPP)
 OO1414'THE MARK IS LOCATED ABOUT 8.4 MI (13.5 KM) WEST-NORTHWEST OF HAYWARD,
 OO1414'7.4 MI (11.9 KM) NORTHEAST OF CONGER AND 2.8 MI (4.5 KM) NORTHWEST OF
 OO1414'ALBERT LEATHER.
 OO1414'
 OO1414'TO REACH TO THE MARK GO 2.7 MI (4.3 KM) NORTHWEST OF ALBERT LEATHER,
 OO1414'0.8 MI (1.3 KM) SOUTH OF THE JUNCTION OF TRUNK HIGHWAY 13 AND
 OO1414'INTERSTATE HIGHWAY 90, AT TRUNK HIGHWAY 13 MILE POINT 2.5, IN
 OO1414'SOUTHEAST CORNER OF TWIN BOX CULVERT, 75.5 FT (23.0 M) WEST OF TRUNK
 OO1414'HIGHWAY 13, 69.4 FT (21.2 M) SOUTHWEST OF SOUTHBOUND TRUNK HIGHWAY 13
 OO1414'STATION 685+17 STENCIL, 21 FT (6.4 M) SOUTH OF ROAD NUMBER 22319.
 OO1414
 OO1414                          STATION RECOVERY (2008)
 OO1414
 OO1414'RECOVERY NOTE BY MN DEPT OF TRANSP 2008 (MPP)
 OO1414'THE MARK IS LOCATED ABOUT 8.4 MI (13.5 KM) WEST-NORTHWEST OF HAYWARD,
 OO1414'7.4 MI (11.9 KM) NORTHEAST OF CONGER AND 2.8 MI (4.5 KM) NORTHWEST OF
 OO1414'ALBERT LEATHER.
 OO1414'
 OO1414'TO REACH TO THE MARK GO 2.7 MI (4.3 KM) NORTHWEST OF ALBERT LEATHER,
 OO1414'0.8 MI (1.3 KM) SOUTH OF THE JUNCTION OF TRUNK HIGHWAY 13 AND
 OO1414'INTERSTATE HIGHWAY 90, AT TRUNK HIGHWAY 13 MI (20.9 KM) POINT 2.5, IN
 OO1414'SOUTHEAST CORNER OF TWIN BOX CULVERT, 75.5 FT (23.0 M) WEST OF TRUNK
 OO1414'HIGHWAY 13, 69.4 FT (21.2 M) SOUTHWEST OF SOUTHBOUND TRUNK HIGHWAY 13
 OO1414'STATION 685+17 STENCIL, 21 FT (6.4 M) SOUTH OF ROAD NUMBER 22319
 OO1414
 OO1414                          STATION RECOVERY (2016)
 OO1414
 OO1414'RECOVERY NOTE BY MN DEPT OF TRANSP 2016 (KMS)
 OO1414'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 OO1415 ***********************************************************************
 OO1415  DESIGNATION -  2401 J
 OO1415  PID         -  OO1415
 OO1415  STATE/COUNTY-  MN/FREEBORN
 OO1415  COUNTRY     -  US
 OO1415  USGS QUAD   -  ALBERT LEA WEST (2019)
 OO1415
 OO1415                         *CURRENT SURVEY CONTROL
 OO1415  ______________________________________________________________________
 OO1415* NAD 83(1986) POSITION- 43 40 49.36   (N) 093 24 37.31   (W)   HD_HELD1
 OO1415* NAVD 88 ORTHO HEIGHT -   377.367 (meters)     1238.08  (feet) ADJUSTED
 OO1415  ______________________________________________________________________
 OO1415  GEOID HEIGHT    -        -29.326 (meters)                     GEOID18
 OO1415  DYNAMIC HEIGHT  -        377.273 (meters)     1237.77  (feet) COMP
 OO1415  MODELED GRAVITY -    980,358.9   (mgal)                       NAVD 88
 OO1415
 OO1415  VERT ORDER      -  SECOND    CLASS I
 OO1415
 OO1415.The horizontal coordinates were determined by differentially corrected
 OO1415.hand held GPS observations or other comparable positioning techniques
 OO1415.and have an estimated accuracy of +/- 3 meters.
 OO1415
 OO1415.The orthometric height was determined by differential leveling and
 OO1415.adjusted by the NATIONAL GEODETIC SURVEY
 OO1415.in June 1991.
 OO1415
 OO1415.Significant digits in the geoid height do not necessarily reflect accuracy.
 OO1415.GEOID18 height accuracy estimate available here.
 OO1415
 OO1415.Click photographs - Photos may exist for this station.
 OO1415
 OO1415.The dynamic height is computed by dividing the NAVD 88
 OO1415.geopotential number by the normal gravity value computed on the
 OO1415.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OO1415.degrees latitude (g = 980.6199 gals.).
 OO1415
 OO1415.The modeled gravity was interpolated from observed gravity values.
 OO1415
 OO1415;                    North         East    Units  Estimated Accuracy
 OO1415;SPC MN S     -   175,770.9     847,546.3     MT  (+/- 3 meters HH1 GPS) 
 OO1415
 OO1415_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVJ6692336455(NAD 83)
 OO1415
 OO1415                          SUPERSEDED SURVEY CONTROL
 OO1415
 OO1415.No superseded survey control is available for this station.
 OO1415
 OO1415_MARKER: DV = VERTICAL CONTROL DISK
 OO1415_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 OO1415_SP_SET: BRIDGE ABUTMENT
 OO1415_STAMPING: 2401 J 1980
 OO1415_MARK LOGO: MNHD
 OO1415_MAGNETIC: N = NO MAGNETIC MATERIAL
 OO1415_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OO1415_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 OO1415+SATELLITE: SATELLITE OBSERVATIONS - July 26, 2016
 OO1415
 OO1415  HISTORY     - Date     Condition        Report By
 OO1415  HISTORY     - 1980     MONUMENTED       MNDT
 OO1415  HISTORY     - 20080609 GOOD             MNDT
 OO1415  HISTORY     - 20080609 GOOD             MNDT
 OO1415  HISTORY     - 20160726 GOOD             MNDT
 OO1415
 OO1415                          STATION DESCRIPTION
 OO1415
 OO1415'DESCRIBED BY MN DEPT OF TRANSP 1980
 OO1415'3 MI NW FROM ALBERT LEA.
 OO1415'THE MARK IS LOCATED ABOUT 0.6 MILE SOUTH ALONG TRUNK HIGHWAY 13 FROM
 OO1415'ITS JUNCTION WITH INTERSTATE HIGHWAY 90 AND IS NEAR HIGHWAY 13 MILE
 OO1415'POINT 2.9 IN THE NE 1/4 OF SECTION 36, T103N, R22W.  THE MARK IS
 OO1415'162.4 FEET WEST OF THE SOUTHBOUND CENTERLINE OF HIGHWAY 13 AT
 OO1415'ENGINEERS STATION 674+65, 60 FEET NORTH OF RAILROAD MILE POST 113,
 OO1415'5.5 FEET EAST OF AND 1 FOOT LOWER THAN THE EAST RAIL OF THE RAILROAD
 OO1415'IN THE ABUTMENT IN THE SOUTHEAST CORNER OF THE RAILROAD BRIDGE OVER
 OO1415'THE CREEK.  THE MARK, A STANDARD MNHD VERTICAL CONTROL MARK DISK
 OO1415'STAMPED---2401 J 1980---, IS SET IN A DRILL HOLE IN THE BRIDGE
 OO1415'ABUTMENT.
 OO1415
 OO1415                          STATION RECOVERY (2008)
 OO1415
 OO1415'RECOVERY NOTE BY MN DEPT OF TRANSP 2008 (MPP)
 OO1415'THE MARK IS LOCATED ABOUT 8.3 MI (13.4 KM) EAST OF ALDEN, 7.4 MI (11.9
 OO1415'KM) NORTHEAST OF CONGER AND 3.1 MI (5.0 KM) NORTHWEST OF ALBERT
 OO1415'LEATHER.
 OO1415'
 OO1415'TO REACH TO THE MARK GO 3.0 MI (4.8 KM) NORTHWEST OF ALBERT LEATHER,
 OO1415'0.65 MI (1.0 KM) SOUTH OF THE JUNCTION OF TRUNK HIGHWAY 13 AND
 OO1415'INTERSTATE HIGHWAY 90, AT TRUNK HIGHWAY 13 MILE POINT 2.70, IN
 OO1415'SOUTHEAST CORNER OF RAILROAD BRIDGE OVER CREEK, 162.4 FT (49.5 M) WEST
 OO1415'OF SOUTHBOUND TRUNK HIGHWAY 13 STATION 674+65 STENCIL, 60 FT (18.3 M)
 OO1415'NORTH OF RAILROAD MILEPOST 113, 5.5 FT (1.7 M) EAST OF EAST RAIL OF
 OO1415'RAILROAD, AT TRUNK HIGHWAY 13 MILE POINT 2.9.
 OO1415
 OO1415                          STATION RECOVERY (2008)
 OO1415
 OO1415'RECOVERY NOTE BY MN DEPT OF TRANSP 2008 (MPP)
 OO1415'THE MARK IS LOCATED ABOUT 8.3 MI (13.4 KM) EAST OF ALDEN, 7.4 MI (11.9
 OO1415'KM) NORTHEAST OF CONGER AND 3.1 MI (5.0 KM) NORTHWEST OF ALBERT
 OO1415'LEATHER.
 OO1415'
 OO1415'TO REACH TO THE MARK GO 3.0 MI (4.8 KM) NORTHWEST OF ALBERT LEATHER,
 OO1415'0.65 MI (1.0 KM) SOUTH OF THE JUNCTION OF TRUNK HIGHWAY 13 AND
 OO1415'INTERSTATE HIGHWAY 90, AT TRUNK HIGHWAY 13 MILE POINT 2.70, IN
 OO1415'SOUTHEAST CORNER OF RAILROAD BRIDGE OVER CREEK, 162.4 FT (49.5 M) WEST
 OO1415'OF SOUTHBOUND TRUNK HIGHWAY 13 STATION 674+65 STENCIL, 60.0 FT (18.3
 OO1415'M) NORTH OF RAILROAD MILEPOST 113, 5.5 FT (1.7 M) EAST OF EAST RAIL OF
 OO1415'RAILROAD, AT TRUNK HIGHWAY 13 MILE POINT 2.9
 OO1415
 OO1415                          STATION RECOVERY (2016)
 OO1415
 OO1415'RECOVERY NOTE BY MN DEPT OF TRANSP 2016 (KMS)
 OO1415'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DL5460 ***********************************************************************
 DL5460  DESIGNATION -  2401 K
 DL5460  PID         -  DL5460
 DL5460  STATE/COUNTY-  MN/FREEBORN
 DL5460  COUNTRY     -  US
 DL5460  USGS QUAD   -  HARTLAND (2019)
 DL5460
 DL5460                         *CURRENT SURVEY CONTROL
 DL5460  ______________________________________________________________________
 DL5460* NAD 83(2011) POSITION- 43 49 13.55399(N) 093 28 45.92771(W)   ADJUSTED
 DL5460* NAD 83(2011) ELLIP HT-   353.526 (meters)        (06/27/12)   ADJUSTED
 DL5460* NAD 83(2011) EPOCH   -  2010.00
 DL5460* NAVD 88 ORTHO HEIGHT -   382.759 (meters)     1255.77  (feet) ADJUSTED
 DL5460  ______________________________________________________________________
 DL5460  GEOID HEIGHT    -        -29.233 (meters)                     GEOID18
 DL5460  NAD 83(2011) X  -   -279,755.152 (meters)                     COMP
 DL5460  NAD 83(2011) Y  - -4,601,071.674 (meters)                     COMP
 DL5460  NAD 83(2011) Z  -  4,393,962.485 (meters)                     COMP
 DL5460  LAPLACE CORR    -          2.99  (seconds)                    DEFLEC18
 DL5460  DYNAMIC HEIGHT  -        382.669 (meters)     1255.47  (feet) COMP
 DL5460  MODELED GRAVITY -    980,371.5   (mgal)                       NAVD 88
 DL5460
 DL5460  VERT ORDER      -  SECOND    CLASS I
 DL5460
 DL5460  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DL5460  Standards:
 DL5460         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DL5460            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DL5460  -------------------------------------------------------------------
 DL5460  NETWORK    0.48   0.59           0.22   0.16   0.30      0.15081577
 DL5460  -------------------------------------------------------------------
 DL5460  Click here for local accuracies and other accuracy information.
 DL5460
 DL5460.The horizontal coordinates were established by GPS observations
 DL5460.and adjusted by the National Geodetic Survey in June 2012.
 DL5460
 DL5460.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DL5460.been affixed to the stable North American tectonic plate. See 
 DL5460.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DL5460
 DL5460.The horizontal coordinates are valid at the epoch date displayed above
 DL5460.which is a decimal equivalence of Year/Month/Day.
 DL5460
 DL5460.The orthometric height was determined by differential leveling and
 DL5460.adjusted by the NATIONAL GEODETIC SURVEY
 DL5460.in March 2011.
 DL5460
 DL5460.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL5460.GEOID18 height accuracy estimate available here.
 DL5460
 DL5460.Click photographs - Photos may exist for this station.
 DL5460
 DL5460.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DL5460
 DL5460.The Laplace correction was computed from DEFLEC18 derived deflections.
 DL5460
 DL5460.The ellipsoidal height was determined by GPS observations
 DL5460.and is referenced to NAD 83.
 DL5460
 DL5460.The dynamic height is computed by dividing the NAVD 88
 DL5460.geopotential number by the normal gravity value computed on the
 DL5460.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL5460.degrees latitude (g = 980.6199 gals.).
 DL5460
 DL5460.The modeled gravity was interpolated from observed gravity values.
 DL5460
 DL5460. The following values were computed from the NAD 83(2011) position.
 DL5460
 DL5460;                    North         East     Units Scale Factor Converg.
 DL5460;SPC MN S     -   191,293.942   841,878.501   MT  0.99999217   +0 21 53.6
 DL5460;SPC MN S     -   627,603.54  2,762,063.05   sFT  0.99999217   +0 21 53.6
 DL5460;UTM  15      - 4,852,040.580   461,446.821   MT  0.99961828   -0 19 55.0
 DL5460
 DL5460!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DL5460!SPC MN S     -   0.99994457  x   0.99999217  =   0.99993674
 DL5460!UTM  15      -   0.99994457  x   0.99961828  =   0.99956287
 DL5460
 DL5460:                Primary Azimuth Mark                     Grid Az
 DL5460:SPC MN S     -  2401 L                                   181 00 16.8
 DL5460:UTM  15      -  2401 L                                   181 42 05.4
 DL5460
 DL5460_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVJ6144652040(NAD 83)
 DL5460
 DL5460|---------------------------------------------------------------------|
 DL5460| PID    Reference Object                     Distance      Geod. Az  |
 DL5460|                                                           dddmmss.s |
 DL5460| DL5461 2401 L                              APPROX. 1.6 KM 1812210.4 |
 DL5460|---------------------------------------------------------------------|
 DL5460
 DL5460                          SUPERSEDED SURVEY CONTROL
 DL5460
 DL5460  NAD 83(2007)-  43 49 13.55424(N)    093 28 45.92859(W) AD(2002.00) 1
 DL5460  ELLIP H (09/23/09)  353.548  (m)                       GP(2002.00) 3 1
 DL5460  NAVD 88             382.77   (m)         1255.8    (f) LEVELING    3  
 DL5460
 DL5460.Superseded values are not recommended for survey control.
 DL5460
 DL5460.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL5460.See file dsdata.pdf to determine how the superseded data were derived.
 DL5460
 DL5460_MARKER: I = METAL ROD
 DL5460_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DL5460_STAMPING: 2401 K 2008
 DL5460_MARK LOGO: MNDT
 DL5460_PROJECTION: FLUSH
 DL5460_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DL5460_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL5460_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL5460+SATELLITE: SATELLITE OBSERVATIONS - 2008
 DL5460_ROD/PIPE-DEPTH: 7.6 meters
 DL5460
 DL5460  HISTORY     - Date     Condition        Report By
 DL5460  HISTORY     - 2008     MONUMENTED       MNDT
 DL5460
 DL5460                          STATION DESCRIPTION
 DL5460
 DL5460'DESCRIBED BY MN DEPT OF TRANSP 2008
 DL5460'1.2 MILES NORTH-NORTHEAST OF HARTLAND, 1.2 MILES NORTH ALONG TRUNK
 DL5460'HIGHWAY 13 FROM JUNCTION OF TRUNK HIGHWAY 13 AND COUNTY ROAD 33 WEST
 DL5460'IN HARTLAND, AT TRUNK HIGHWAY 13 MILEPOINT 13.60, 73.7 FEET WEST OF
 DL5460'TRUNK HIGHWAY 13, 4.8 FEET EAST OF RIGHT-OF-WAY POST, 4.8 FEET EAST OF
 DL5460'A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DL5461 ***********************************************************************
 DL5461  DESIGNATION -  2401 L
 DL5461  PID         -  DL5461
 DL5461  STATE/COUNTY-  MN/FREEBORN
 DL5461  COUNTRY     -  US
 DL5461  USGS QUAD   -  HARTLAND (2019)
 DL5461
 DL5461                         *CURRENT SURVEY CONTROL
 DL5461  ______________________________________________________________________
 DL5461* NAD 83(2011) POSITION- 43 48 21.25407(N) 093 28 47.65424(W)   ADJUSTED
 DL5461* NAD 83(2011) ELLIP HT-   351.421 (meters)        (06/27/12)   ADJUSTED
 DL5461* NAD 83(2011) EPOCH   -  2010.00
 DL5461* NAVD 88 ORTHO HEIGHT -   380.674 (meters)     1248.93  (feet) ADJUSTED
 DL5461  ______________________________________________________________________
 DL5461  GEOID HEIGHT    -        -29.257 (meters)                     GEOID18
 DL5461  NAD 83(2011) X  -   -279,861.407 (meters)                     COMP
 DL5461  NAD 83(2011) Y  - -4,602,183.314 (meters)                     COMP
 DL5461  NAD 83(2011) Z  -  4,392,796.184 (meters)                     COMP
 DL5461  LAPLACE CORR    -          2.85  (seconds)                    DEFLEC18
 DL5461  DYNAMIC HEIGHT  -        380.583 (meters)     1248.63  (feet) COMP
 DL5461  MODELED GRAVITY -    980,368.2   (mgal)                       NAVD 88
 DL5461
 DL5461  VERT ORDER      -  SECOND    CLASS I
 DL5461
 DL5461  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DL5461  Standards:
 DL5461         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DL5461            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DL5461  -------------------------------------------------------------------
 DL5461  NETWORK    0.45   0.59           0.21   0.15   0.30      0.15073268
 DL5461  -------------------------------------------------------------------
 DL5461  Click here for local accuracies and other accuracy information.
 DL5461
 DL5461.The horizontal coordinates were established by GPS observations
 DL5461.and adjusted by the National Geodetic Survey in June 2012.
 DL5461
 DL5461.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DL5461.been affixed to the stable North American tectonic plate. See 
 DL5461.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DL5461
 DL5461.The horizontal coordinates are valid at the epoch date displayed above
 DL5461.which is a decimal equivalence of Year/Month/Day.
 DL5461
 DL5461.The orthometric height was determined by differential leveling and
 DL5461.adjusted by the NATIONAL GEODETIC SURVEY
 DL5461.in March 2011.
 DL5461
 DL5461.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL5461.GEOID18 height accuracy estimate available here.
 DL5461
 DL5461.Click photographs - Photos may exist for this station.
 DL5461
 DL5461.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DL5461
 DL5461.The Laplace correction was computed from DEFLEC18 derived deflections.
 DL5461
 DL5461.The ellipsoidal height was determined by GPS observations
 DL5461.and is referenced to NAD 83.
 DL5461
 DL5461.The dynamic height is computed by dividing the NAVD 88
 DL5461.geopotential number by the normal gravity value computed on the
 DL5461.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL5461.degrees latitude (g = 980.6199 gals.).
 DL5461
 DL5461.The modeled gravity was interpolated from observed gravity values.
 DL5461
 DL5461. The following values were computed from the NAD 83(2011) position.
 DL5461
 DL5461;                    North         East     Units Scale Factor Converg.
 DL5461;SPC MN S     -   189,679.581   841,850.190   MT  0.99999519   +0 21 52.4
 DL5461;SPC MN S     -   622,307.09  2,761,970.17   sFT  0.99999519   +0 21 52.4
 DL5461;UTM  15      - 4,850,427.288   461,398.898   MT  0.99961833   -0 19 55.9
 DL5461
 DL5461!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DL5461!SPC MN S     -   0.99994490  x   0.99999519  =   0.99994009
 DL5461!UTM  15      -   0.99994490  x   0.99961833  =   0.99956325
 DL5461
 DL5461:                Primary Azimuth Mark                     Grid Az
 DL5461:SPC MN S     -  2401 K                                   001 00 16.9
 DL5461:UTM  15      -  2401 K                                   001 42 05.2
 DL5461
 DL5461_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVJ6139850427(NAD 83)
 DL5461
 DL5461|---------------------------------------------------------------------|
 DL5461| PID    Reference Object                     Distance      Geod. Az  |
 DL5461|                                                           dddmmss.s |
 DL5461| DL5460 2401 K                              APPROX. 1.6 KM 0012209.3 |
 DL5461|---------------------------------------------------------------------|
 DL5461
 DL5461                          SUPERSEDED SURVEY CONTROL
 DL5461
 DL5461  NAD 83(2007)-  43 48 21.25433(N)    093 28 47.65515(W) AD(2002.00) 1
 DL5461  ELLIP H (09/23/09)  351.443  (m)                       GP(2002.00) 3 1
 DL5461  NAVD 88             380.68   (m)         1248.9    (f) LEVELING    3  
 DL5461
 DL5461.Superseded values are not recommended for survey control.
 DL5461
 DL5461.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL5461.See file dsdata.pdf to determine how the superseded data were derived.
 DL5461
 DL5461_MARKER: I = METAL ROD
 DL5461_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DL5461_STAMPING: 2401 L 2008
 DL5461_MARK LOGO: MNDT
 DL5461_PROJECTION: FLUSH
 DL5461_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DL5461_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL5461_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL5461+SATELLITE: SATELLITE OBSERVATIONS - 2008
 DL5461_ROD/PIPE-DEPTH: 10.7 meters
 DL5461
 DL5461  HISTORY     - Date     Condition        Report By
 DL5461  HISTORY     - 2008     MONUMENTED       MNDT
 DL5461
 DL5461                          STATION DESCRIPTION
 DL5461
 DL5461'DESCRIBED BY MN DEPT OF TRANSP 2008
 DL5461'IN HARTLAND, 0.15 MILE NORTHEAST ALONG TRUNK HIGHWAY 13 FROM JUNCTION
 DL5461'OF TRUNK HIGHWAY 13 AND COUNTY ROAD 33 WEST IN HARTLAND, AT TRUNK
 DL5461'HIGHWAY 13 MILEPOST 12.55, 68 FEET WEST NORTHWEST OF TRUNK HIGHWAY 13,
 DL5461'65 FEET NORTH OF MAIN STREET EAST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DL5462 ***********************************************************************
 DL5462  DESIGNATION -  2401 M
 DL5462  PID         -  DL5462
 DL5462  STATE/COUNTY-  MN/FREEBORN
 DL5462  COUNTRY     -  US
 DL5462  USGS QUAD   -  HARTLAND (2019)
 DL5462
 DL5462                         *CURRENT SURVEY CONTROL
 DL5462  ______________________________________________________________________
 DL5462* NAD 83(2011) POSITION- 43 47 20.98623(N) 093 28 57.09726(W)   ADJUSTED
 DL5462* NAD 83(2011) ELLIP HT-   357.859 (meters)        (06/27/12)   ADJUSTED
 DL5462* NAD 83(2011) EPOCH   -  2010.00
 DL5462* NAVD 88 ORTHO HEIGHT -   387.141 (meters)     1270.15  (feet) ADJUSTED
 DL5462  ______________________________________________________________________
 DL5462  GEOID HEIGHT    -        -29.285 (meters)                     GEOID18
 DL5462  NAD 83(2011) X  -   -280,150.586 (meters)                     COMP
 DL5462  NAD 83(2011) Y  - -4,603,460.207 (meters)                     COMP
 DL5462  NAD 83(2011) Z  -  4,391,457.984 (meters)                     COMP
 DL5462  LAPLACE CORR    -          2.63  (seconds)                    DEFLEC18
 DL5462  DYNAMIC HEIGHT  -        387.047 (meters)     1269.84  (feet) COMP
 DL5462  MODELED GRAVITY -    980,365.2   (mgal)                       NAVD 88
 DL5462
 DL5462  VERT ORDER      -  SECOND    CLASS I
 DL5462
 DL5462  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DL5462  Standards:
 DL5462         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DL5462            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DL5462  -------------------------------------------------------------------
 DL5462  NETWORK    0.44   0.59           0.20   0.15   0.30      0.14539636
 DL5462  -------------------------------------------------------------------
 DL5462  Click here for local accuracies and other accuracy information.
 DL5462
 DL5462.The horizontal coordinates were established by GPS observations
 DL5462.and adjusted by the National Geodetic Survey in June 2012.
 DL5462
 DL5462.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DL5462.been affixed to the stable North American tectonic plate. See 
 DL5462.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DL5462
 DL5462.The horizontal coordinates are valid at the epoch date displayed above
 DL5462.which is a decimal equivalence of Year/Month/Day.
 DL5462
 DL5462.The orthometric height was determined by differential leveling and
 DL5462.adjusted by the NATIONAL GEODETIC SURVEY
 DL5462.in March 2011.
 DL5462
 DL5462.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL5462.GEOID18 height accuracy estimate available here.
 DL5462
 DL5462.Click photographs - Photos may exist for this station.
 DL5462
 DL5462.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DL5462
 DL5462.The Laplace correction was computed from DEFLEC18 derived deflections.
 DL5462
 DL5462.The ellipsoidal height was determined by GPS observations
 DL5462.and is referenced to NAD 83.
 DL5462
 DL5462.The dynamic height is computed by dividing the NAVD 88
 DL5462.geopotential number by the normal gravity value computed on the
 DL5462.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL5462.degrees latitude (g = 980.6199 gals.).
 DL5462
 DL5462.The modeled gravity was interpolated from observed gravity values.
 DL5462
 DL5462. The following values were computed from the NAD 83(2011) position.
 DL5462
 DL5462;                    North         East     Units Scale Factor Converg.
 DL5462;SPC MN S     -   187,818.213   841,650.900   MT  0.99999874   +0 21 45.8
 DL5462;SPC MN S     -   616,200.25  2,761,316.33   sFT  0.99999874   +0 21 45.8
 DL5462;UTM  15      - 4,848,569.184   461,177.074   MT  0.99961854   -0 20 02.1
 DL5462
 DL5462!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DL5462!SPC MN S     -   0.99994389  x   0.99999874  =   0.99994263
 DL5462!UTM  15      -   0.99994389  x   0.99961854  =   0.99956245
 DL5462
 DL5462:                Primary Azimuth Mark                     Grid Az
 DL5462:SPC MN S     -  2401 N                                   159 49 08.5
 DL5462:UTM  15      -  2401 N                                   160 30 56.4
 DL5462
 DL5462_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVJ6117748569(NAD 83)
 DL5462
 DL5462|---------------------------------------------------------------------|
 DL5462| PID    Reference Object                     Distance      Geod. Az  |
 DL5462|                                                           dddmmss.s |
 DL5462| DL5463 2401 N                              APPROX. 1.7 KM 1601054.3 |
 DL5462|---------------------------------------------------------------------|
 DL5462
 DL5462                          SUPERSEDED SURVEY CONTROL
 DL5462
 DL5462  NAD 83(2007)-  43 47 20.98649(N)    093 28 57.09817(W) AD(2002.00) 1
 DL5462  ELLIP H (09/23/09)  357.880  (m)                       GP(2002.00) 3 1
 DL5462  NAVD 88             387.15   (m)         1270.2    (f) LEVELING    3  
 DL5462
 DL5462.Superseded values are not recommended for survey control.
 DL5462
 DL5462.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL5462.See file dsdata.pdf to determine how the superseded data were derived.
 DL5462
 DL5462_MARKER: I = METAL ROD
 DL5462_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DL5462_STAMPING: 2401 M 2008
 DL5462_MARK LOGO: MNDT
 DL5462_PROJECTION: FLUSH
 DL5462_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DL5462_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL5462_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL5462+SATELLITE: SATELLITE OBSERVATIONS - 2008
 DL5462_ROD/PIPE-DEPTH: 7.6 meters
 DL5462
 DL5462  HISTORY     - Date     Condition        Report By
 DL5462  HISTORY     - 2008     MONUMENTED       MNDT
 DL5462
 DL5462                          STATION DESCRIPTION
 DL5462
 DL5462'DESCRIBED BY MN DEPT OF TRANSP 2008
 DL5462'1.0 MILE SOUTH OF HEARTLAND, 1.0 MILE SOUTH ALONG TRUNK HIGHWAY 13
 DL5462'FROM THE JUNCTION OF TRUNK HIGHWAY 13 AND COUNTY ROAD 33 IN HEARTLAND,
 DL5462'AT TRUNK HIGHWAY 13 MILEPOINT 11.3, 50.6 FEET SOUTHWEST OF TRUNK
 DL5462'HIGHWAY 13, 55.6 FEET SOUTH OF 300TH ST, 72.7 FEET NORTHEAST OF
 DL5462'RAILROAD TRACK, 1.9 FEET NORTHEAST OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DL5463 ***********************************************************************
 DL5463  DESIGNATION -  2401 N
 DL5463  PID         -  DL5463
 DL5463  STATE/COUNTY-  MN/FREEBORN
 DL5463  COUNTRY     -  US
 DL5463  USGS QUAD   -  HARTLAND (2019)
 DL5463
 DL5463                         *CURRENT SURVEY CONTROL
 DL5463  ______________________________________________________________________
 DL5463* NAD 83(2011) POSITION- 43 46 28.81926(N) 093 28 31.15234(W)   ADJUSTED
 DL5463* NAD 83(2011) ELLIP HT-   362.371 (meters)        (06/27/12)   ADJUSTED
 DL5463* NAD 83(2011) EPOCH   -  2010.00
 DL5463* NAVD 88 ORTHO HEIGHT -   391.666 (meters)     1284.99  (feet) ADJUSTED
 DL5463  ______________________________________________________________________
 DL5463  GEOID HEIGHT    -        -29.297 (meters)                     GEOID18
 DL5463  NAD 83(2011) X  -   -279,639.271 (meters)                     COMP
 DL5463  NAD 83(2011) Y  - -4,604,610.691 (meters)                     COMP
 DL5463  NAD 83(2011) Z  -  4,390,298.621 (meters)                     COMP
 DL5463  LAPLACE CORR    -          2.59  (seconds)                    DEFLEC18
 DL5463  DYNAMIC HEIGHT  -        391.571 (meters)     1284.68  (feet) COMP
 DL5463  MODELED GRAVITY -    980,364.1   (mgal)                       NAVD 88
 DL5463
 DL5463  VERT ORDER      -  SECOND    CLASS I
 DL5463
 DL5463  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DL5463  Standards:
 DL5463         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DL5463            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DL5463  -------------------------------------------------------------------
 DL5463  NETWORK    0.40   0.59           0.18   0.14   0.30      0.04605183
 DL5463  -------------------------------------------------------------------
 DL5463  Click here for local accuracies and other accuracy information.
 DL5463
 DL5463.The horizontal coordinates were established by GPS observations
 DL5463.and adjusted by the National Geodetic Survey in June 2012.
 DL5463
 DL5463.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DL5463.been affixed to the stable North American tectonic plate. See 
 DL5463.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DL5463
 DL5463.The horizontal coordinates are valid at the epoch date displayed above
 DL5463.which is a decimal equivalence of Year/Month/Day.
 DL5463
 DL5463.The orthometric height was determined by differential leveling and
 DL5463.adjusted by the NATIONAL GEODETIC SURVEY
 DL5463.in March 2011.
 DL5463
 DL5463.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL5463.GEOID18 height accuracy estimate available here.
 DL5463
 DL5463.Click photographs - Photos may exist for this station.
 DL5463
 DL5463.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DL5463
 DL5463.The Laplace correction was computed from DEFLEC18 derived deflections.
 DL5463
 DL5463.The ellipsoidal height was determined by GPS observations
 DL5463.and is referenced to NAD 83.
 DL5463
 DL5463.The dynamic height is computed by dividing the NAVD 88
 DL5463.geopotential number by the normal gravity value computed on the
 DL5463.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL5463.degrees latitude (g = 980.6199 gals.).
 DL5463
 DL5463.The modeled gravity was interpolated from observed gravity values.
 DL5463
 DL5463. The following values were computed from the NAD 83(2011) position.
 DL5463
 DL5463;                    North         East     Units Scale Factor Converg.
 DL5463;SPC MN S     -   186,211.897   842,241.305   MT  1.00000189   +0 22 03.9
 DL5463;SPC MN S     -   610,930.20  2,763,253.35   sFT  1.00000189   +0 22 03.9
 DL5463;UTM  15      - 4,846,956.425   461,747.687   MT  0.99961800   -0 19 43.8
 DL5463
 DL5463!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DL5463!SPC MN S     -   0.99994318  x   1.00000189  =   0.99994507
 DL5463!UTM  15      -   0.99994318  x   0.99961800  =   0.99956120
 DL5463
 DL5463:                Primary Azimuth Mark                     Grid Az
 DL5463:SPC MN S     -  2401 M                                   339 49 08.3
 DL5463:UTM  15      -  2401 M                                   340 30 56.0
 DL5463
 DL5463_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVJ6174746956(NAD 83)
 DL5463
 DL5463|---------------------------------------------------------------------|
 DL5463| PID    Reference Object                     Distance      Geod. Az  |
 DL5463|                                                           dddmmss.s |
 DL5463| DL5462 2401 M                              APPROX. 1.7 KM 3401112.2 |
 DL5463|---------------------------------------------------------------------|
 DL5463
 DL5463                          SUPERSEDED SURVEY CONTROL
 DL5463
 DL5463  NAD 83(2007)-  43 46 28.81948(N)    093 28 31.15322(W) AD(2002.00) 1
 DL5463  ELLIP H (09/23/09)  362.393  (m)                       GP(2002.00) 3 1
 DL5463  NAVD 88             391.67   (m)         1285.0    (f) LEVELING    3  
 DL5463
 DL5463.Superseded values are not recommended for survey control.
 DL5463
 DL5463.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL5463.See file dsdata.pdf to determine how the superseded data were derived.
 DL5463
 DL5463_MARKER: I = METAL ROD
 DL5463_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DL5463_STAMPING: 2401 N 2008
 DL5463_MARK LOGO: MNDT
 DL5463_PROJECTION: FLUSH
 DL5463_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DL5463_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL5463_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL5463+SATELLITE: SATELLITE OBSERVATIONS - December 01, 2020
 DL5463_ROD/PIPE-DEPTH: 7.6 meters
 DL5463
 DL5463  HISTORY     - Date     Condition        Report By
 DL5463  HISTORY     - 2008     MONUMENTED       MNDT
 DL5463  HISTORY     - 20201201 GOOD             MNDT
 DL5463
 DL5463                          STATION DESCRIPTION
 DL5463
 DL5463'DESCRIBED BY MN DEPT OF TRANSP 2008
 DL5463'2.0 MILES SOUTH OF HARTLAND, 2.0 MILES SOUTH ALONG TRUNK HIGHWAY 13
 DL5463'FROM JUNCTION OF TRUNK HIGHWAY 13 AND COUNTY ROAD 33 WEST, AT TRUNK
 DL5463'HIGHWAY 13 MILEPOINT 10.30, 69.1 FEET SOUTHWEST OF TRUNK HIGHWAY 13,
 DL5463'72.7 FEET SOUTH OF COUNTY ROAD 95, 54.6 FEET NORTHEAST OF THE EAST
 DL5463'RAIL OF THE RAILROAD TRACKS, 1.6 FEET NORTHEAST OF A WITNESS POST.
 DL5463
 DL5463                          STATION RECOVERY (2020)
 DL5463
 DL5463'RECOVERY NOTE BY MN DEPT OF TRANSP 2020 (KMS)
 DL5463'2.0 MI (3.2 KM) SOUTH OF HARTLAND, 2.0 MI (3.2 KM) SOUTH ALONG TRUNK
 DL5463'HIGHWAY 13 FROM THE JUNCTION OF TRUNK HIGHWAY 13 AND COUNTY ROAD 33
 DL5463'WEST, AT TRUNK HIGHWAY 13 MILE POINT 10.30, 69.1 FT (21.1 M) SOUTHWEST
 DL5463'OF TRUNK HIGHWAY 13, 72.7 FT (22.2 M) SOUTH OF COUNTY ROAD 95, 1.6 FT
 DL5463'(0.5 M) NORTHEAST OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DL5464 ***********************************************************************
 DL5464  DESIGNATION -  2401 P
 DL5464  PID         -  DL5464
 DL5464  STATE/COUNTY-  MN/FREEBORN
 DL5464  COUNTRY     -  US
 DL5464  USGS QUAD   -  ALBERT LEA WEST (2019)
 DL5464
 DL5464                         *CURRENT SURVEY CONTROL
 DL5464  ______________________________________________________________________
 DL5464* NAD 83(2011) POSITION- 43 44 45.54103(N) 093 27 01.08882(W)   ADJUSTED
 DL5464* NAD 83(2011) ELLIP HT-   369.208 (meters)        (06/27/12)   ADJUSTED
 DL5464* NAD 83(2011) EPOCH   -  2010.00
 DL5464* NAVD 88 ORTHO HEIGHT -   398.512 (meters)     1307.45  (feet) ADJUSTED
 DL5464  ______________________________________________________________________
 DL5464  GEOID HEIGHT    -        -29.306 (meters)                     GEOID18
 DL5464  NAD 83(2011) X  -   -277,761.671 (meters)                     COMP
 DL5464  NAD 83(2011) Y  - -4,606,938.024 (meters)                     COMP
 DL5464  NAD 83(2011) Z  -  4,388,001.082 (meters)                     COMP
 DL5464  LAPLACE CORR    -          2.79  (seconds)                    DEFLEC18
 DL5464  DYNAMIC HEIGHT  -        398.414 (meters)     1307.13  (feet) COMP
 DL5464  MODELED GRAVITY -    980,363.2   (mgal)                       NAVD 88
 DL5464
 DL5464  VERT ORDER      -  SECOND    CLASS I
 DL5464
 DL5464  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DL5464  Standards:
 DL5464         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DL5464            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DL5464  -------------------------------------------------------------------
 DL5464  NETWORK    0.37   0.55           0.17   0.13   0.28      0.03335504
 DL5464  -------------------------------------------------------------------
 DL5464  Click here for local accuracies and other accuracy information.
 DL5464
 DL5464.The horizontal coordinates were established by GPS observations
 DL5464.and adjusted by the National Geodetic Survey in June 2012.
 DL5464
 DL5464.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DL5464.been affixed to the stable North American tectonic plate. See 
 DL5464.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DL5464
 DL5464.The horizontal coordinates are valid at the epoch date displayed above
 DL5464.which is a decimal equivalence of Year/Month/Day.
 DL5464
 DL5464.The orthometric height was determined by differential leveling and
 DL5464.adjusted by the NATIONAL GEODETIC SURVEY
 DL5464.in March 2011.
 DL5464
 DL5464.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL5464.GEOID18 height accuracy estimate available here.
 DL5464
 DL5464.Click photographs - Photos may exist for this station.
 DL5464
 DL5464.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DL5464
 DL5464.The Laplace correction was computed from DEFLEC18 derived deflections.
 DL5464
 DL5464.The ellipsoidal height was determined by GPS observations
 DL5464.and is referenced to NAD 83.
 DL5464
 DL5464.The dynamic height is computed by dividing the NAVD 88
 DL5464.geopotential number by the normal gravity value computed on the
 DL5464.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL5464.degrees latitude (g = 980.6199 gals.).
 DL5464
 DL5464.The modeled gravity was interpolated from observed gravity values.
 DL5464
 DL5464. The following values were computed from the NAD 83(2011) position.
 DL5464
 DL5464;                    North         East     Units Scale Factor Converg.
 DL5464;SPC MN S     -   183,037.691   844,276.848   MT  1.00000830   +0 23 07.1
 DL5464;SPC MN S     -   600,516.16  2,769,931.63   sFT  1.00000830   +0 23 07.1
 DL5464;UTM  15      - 4,843,758.947   463,743.713   MT  0.99961617   -0 18 40.9
 DL5464
 DL5464!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DL5464!SPC MN S     -   0.99994211  x   1.00000830  =   0.99995041
 DL5464!UTM  15      -   0.99994211  x   0.99961617  =   0.99955830
 DL5464
 DL5464:                Primary Azimuth Mark                     Grid Az
 DL5464:SPC MN S     -  2401 Q                                   175 51 49.9
 DL5464:UTM  15      -  2401 Q                                   176 33 37.9
 DL5464
 DL5464_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVJ6374343758(NAD 83)
 DL5464
 DL5464|---------------------------------------------------------------------|
 DL5464| PID    Reference Object                     Distance      Geod. Az  |
 DL5464|                                                           dddmmss.s |
 DL5464| DL5465 2401 Q                              APPROX. 1.5 KM 1761457.0 |
 DL5464|---------------------------------------------------------------------|
 DL5464
 DL5464                          SUPERSEDED SURVEY CONTROL
 DL5464
 DL5464  NAD 83(2007)-  43 44 45.54127(N)    093 27 01.08969(W) AD(2002.00) 1
 DL5464  ELLIP H (09/23/09)  369.231  (m)                       GP(2002.00) 3 1
 DL5464  NAVD 88             398.52   (m)         1307.5    (f) LEVELING    3  
 DL5464
 DL5464.Superseded values are not recommended for survey control.
 DL5464
 DL5464.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL5464.See file dsdata.pdf to determine how the superseded data were derived.
 DL5464
 DL5464_MARKER: I = METAL ROD
 DL5464_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DL5464_STAMPING: 2401 P 2008
 DL5464_MARK LOGO: MNDT
 DL5464_PROJECTION: RECESSED 3 CENTIMETERS
 DL5464_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DL5464_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL5464_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL5464+SATELLITE: SATELLITE OBSERVATIONS - 2008
 DL5464_ROD/PIPE-DEPTH: 13.7 meters
 DL5464
 DL5464  HISTORY     - Date     Condition        Report By
 DL5464  HISTORY     - 2008     MONUMENTED       MNDT
 DL5464
 DL5464                          STATION DESCRIPTION
 DL5464
 DL5464'DESCRIBED BY MN DEPT OF TRANSP 2008
 DL5464'1.5 MILES NORTH OF MANCHESTER, 1.55 MILES NORTH ALONG TRUNK HIGHWAY 13
 DL5464'FROM JUNCTION OF TRUNK HIGHWAY 13 AND COUNTY ROAD 25 IN MANCHESTER, AT
 DL5464'TRUNK HIGHWAY 13 MILEPOINT 7.80, 69.0 FEET SOUTHWEST OF TRUNK HIGHWAY
 DL5464'13, 66.6 FEET NORTH OF COUNTY ROAD 29 (270TH STREET), 1.5 FEET
 DL5464'NORTHEAST OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DL5465 ***********************************************************************
 DL5465  DESIGNATION -  2401 Q
 DL5465  PID         -  DL5465
 DL5465  STATE/COUNTY-  MN/FREEBORN
 DL5465  COUNTRY     -  US
 DL5465  USGS QUAD   -  ALBERT LEA WEST (2019)
 DL5465
 DL5465                         *CURRENT SURVEY CONTROL
 DL5465  ______________________________________________________________________
 DL5465* NAD 83(2011) POSITION- 43 43 57.31772(N) 093 26 56.72894(W)   ADJUSTED
 DL5465* NAD 83(2011) ELLIP HT-   361.587 (meters)        (06/27/12)   ADJUSTED
 DL5465* NAD 83(2011) EPOCH   -  2010.00
 DL5465* NAVD 88 ORTHO HEIGHT -   390.905 (meters)     1282.49  (feet) ADJUSTED
 DL5465  ______________________________________________________________________
 DL5465  GEOID HEIGHT    -        -29.322 (meters)                     GEOID18
 DL5465  NAD 83(2011) X  -   -277,725.871 (meters)                     COMP
 DL5465  NAD 83(2011) Y  - -4,607,965.586 (meters)                     COMP
 DL5465  NAD 83(2011) Z  -  4,386,920.449 (meters)                     COMP
 DL5465  LAPLACE CORR    -          2.81  (seconds)                    DEFLEC18
 DL5465  DYNAMIC HEIGHT  -        390.808 (meters)     1282.18  (feet) COMP
 DL5465  MODELED GRAVITY -    980,361.5   (mgal)                       NAVD 88
 DL5465
 DL5465  VERT ORDER      -  SECOND    CLASS I
 DL5465
 DL5465  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DL5465  Standards:
 DL5465         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DL5465            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DL5465  -------------------------------------------------------------------
 DL5465  NETWORK    0.33   0.53           0.15   0.12   0.27      0.01738861
 DL5465  -------------------------------------------------------------------
 DL5465  Click here for local accuracies and other accuracy information.
 DL5465
 DL5465.The horizontal coordinates were established by GPS observations
 DL5465.and adjusted by the National Geodetic Survey in June 2012.
 DL5465
 DL5465.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DL5465.been affixed to the stable North American tectonic plate. See 
 DL5465.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DL5465
 DL5465.The horizontal coordinates are valid at the epoch date displayed above
 DL5465.which is a decimal equivalence of Year/Month/Day.
 DL5465
 DL5465.The orthometric height was determined by differential leveling and
 DL5465.adjusted by the NATIONAL GEODETIC SURVEY
 DL5465.in March 2011.
 DL5465
 DL5465.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL5465.GEOID18 height accuracy estimate available here.
 DL5465
 DL5465.Click photographs - Photos may exist for this station.
 DL5465
 DL5465.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DL5465
 DL5465.The Laplace correction was computed from DEFLEC18 derived deflections.
 DL5465
 DL5465.The ellipsoidal height was determined by GPS observations
 DL5465.and is referenced to NAD 83.
 DL5465
 DL5465.The dynamic height is computed by dividing the NAVD 88
 DL5465.geopotential number by the normal gravity value computed on the
 DL5465.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL5465.degrees latitude (g = 980.6199 gals.).
 DL5465
 DL5465.The modeled gravity was interpolated from observed gravity values.
 DL5465
 DL5465. The following values were computed from the NAD 83(2011) position.
 DL5465
 DL5465;                    North         East     Units Scale Factor Converg.
 DL5465;SPC MN S     -   181,550.046   844,384.427   MT  1.00001138   +0 23 10.1
 DL5465;SPC MN S     -   595,635.44  2,770,284.57   sFT  1.00001138   +0 23 10.1
 DL5465;UTM  15      - 4,842,270.690   463,833.161   MT  0.99961609   -0 18 37.6
 DL5465
 DL5465!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DL5465!SPC MN S     -   0.99994330  x   1.00001138  =   0.99995468
 DL5465!UTM  15      -   0.99994330  x   0.99961609  =   0.99955941
 DL5465
 DL5465:                Primary Azimuth Mark                     Grid Az
 DL5465:SPC MN S     -  2401 P                                   355 51 50.0
 DL5465:UTM  15      -  2401 P                                   356 33 37.7
 DL5465
 DL5465_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVJ6383342270(NAD 83)
 DL5465
 DL5465|---------------------------------------------------------------------|
 DL5465| PID    Reference Object                     Distance      Geod. Az  |
 DL5465|                                                           dddmmss.s |
 DL5465| DL5464 2401 P                              APPROX. 1.5 KM 3561500.1 |
 DL5465|---------------------------------------------------------------------|
 DL5465
 DL5465                          SUPERSEDED SURVEY CONTROL
 DL5465
 DL5465  NAD 83(2007)-  43 43 57.31798(N)    093 26 56.72978(W) AD(2002.00) 1
 DL5465  ELLIP H (09/23/09)  361.609  (m)                       GP(2002.00) 3 1
 DL5465  NAVD 88             390.91   (m)         1282.5    (f) LEVELING    3  
 DL5465
 DL5465.Superseded values are not recommended for survey control.
 DL5465
 DL5465.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL5465.See file dsdata.pdf to determine how the superseded data were derived.
 DL5465
 DL5465_MARKER: I = METAL ROD
 DL5465_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DL5465_STAMPING: 2401 Q 2008
 DL5465_MARK LOGO: MNDT
 DL5465_PROJECTION: FLUSH
 DL5465_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DL5465_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL5465_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL5465+SATELLITE: SATELLITE OBSERVATIONS - July 27, 2016
 DL5465_ROD/PIPE-DEPTH: 10.7 meters
 DL5465
 DL5465  HISTORY     - Date     Condition        Report By
 DL5465  HISTORY     - 2008     MONUMENTED       MNDT
 DL5465  HISTORY     - 20160727 GOOD             MNDT
 DL5465
 DL5465                          STATION DESCRIPTION
 DL5465
 DL5465'DESCRIBED BY MN DEPT OF TRANSP 2008
 DL5465'0.5 MILE NORTH OF MANCHESTER, 0.6 MILE NORTH ALONG TRUNK HIGHWAY 13
 DL5465'FROM JUNCTION OF TRUNK HIGHWAY 13 AND COUNTY ROAD 25 IN MANCHESTER, AT
 DL5465'TRUNK HIGHWAY 13 MILEPOINT 6.85, 55.9 FEET WEST OF TRUNK HIGHWAY 13,
 DL5465'16.8 FEET SOUTH OF FIELD ENTRANCE, 1.8 FEET NORTH OF A WITNESS POST.
 DL5465
 DL5465                          STATION RECOVERY (2016)
 DL5465
 DL5465'RECOVERY NOTE BY MN DEPT OF TRANSP 2016 (KMS)
 DL5465'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DL5466 ***********************************************************************
 DL5466  DESIGNATION -  2401 R
 DL5466  PID         -  DL5466
 DL5466  STATE/COUNTY-  MN/FREEBORN
 DL5466  COUNTRY     -  US
 DL5466  USGS QUAD   -  ALBERT LEA WEST (2019)
 DL5466
 DL5466                         *CURRENT SURVEY CONTROL
 DL5466  ______________________________________________________________________
 DL5466* NAD 83(2011) POSITION- 43 41 45.16407(N) 093 25 53.90938(W)   ADJUSTED
 DL5466* NAD 83(2011) ELLIP HT-   356.666 (meters)        (06/27/12)   ADJUSTED
 DL5466* NAD 83(2011) EPOCH   -  2010.00
 DL5466* NAVD 88 ORTHO HEIGHT -   386.003 (meters)     1266.41  (feet) ADJUSTED
 DL5466  ______________________________________________________________________
 DL5466  GEOID HEIGHT    -        -29.341 (meters)                     GEOID18
 DL5466  NAD 83(2011) X  -   -276,490.977 (meters)                     COMP
 DL5466  NAD 83(2011) Y  - -4,610,860.112 (meters)                     COMP
 DL5466  NAD 83(2011) Z  -  4,383,968.850 (meters)                     COMP
 DL5466  LAPLACE CORR    -          3.09  (seconds)                    DEFLEC18
 DL5466  DYNAMIC HEIGHT  -        385.907 (meters)     1266.10  (feet) COMP
 DL5466  MODELED GRAVITY -    980,358.3   (mgal)                       NAVD 88
 DL5466
 DL5466  VERT ORDER      -  SECOND    CLASS I
 DL5466
 DL5466  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DL5466  Standards:
 DL5466         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DL5466            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DL5466  -------------------------------------------------------------------
 DL5466  NETWORK    0.33   0.55           0.15   0.11   0.28      0.00738857
 DL5466  -------------------------------------------------------------------
 DL5466  Click here for local accuracies and other accuracy information.
 DL5466
 DL5466.The horizontal coordinates were established by GPS observations
 DL5466.and adjusted by the National Geodetic Survey in June 2012.
 DL5466
 DL5466.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DL5466.been affixed to the stable North American tectonic plate. See 
 DL5466.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DL5466
 DL5466.The horizontal coordinates are valid at the epoch date displayed above
 DL5466.which is a decimal equivalence of Year/Month/Day.
 DL5466
 DL5466.The orthometric height was determined by differential leveling and
 DL5466.adjusted by the NATIONAL GEODETIC SURVEY
 DL5466.in May 2019.
 DL5466
 DL5466.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL5466.GEOID18 height accuracy estimate available here.
 DL5466
 DL5466.Click photographs - Photos may exist for this station.
 DL5466
 DL5466.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DL5466
 DL5466.The Laplace correction was computed from DEFLEC18 derived deflections.
 DL5466
 DL5466.The ellipsoidal height was determined by GPS observations
 DL5466.and is referenced to NAD 83.
 DL5466
 DL5466.The dynamic height is computed by dividing the NAVD 88
 DL5466.geopotential number by the normal gravity value computed on the
 DL5466.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL5466.degrees latitude (g = 980.6199 gals.).
 DL5466
 DL5466.The modeled gravity was interpolated from observed gravity values.
 DL5466
 DL5466. The following values were computed from the NAD 83(2011) position.
 DL5466
 DL5466;                    North         East     Units Scale Factor Converg.
 DL5466;SPC MN S     -   177,481.053   845,818.628   MT  1.00002010   +0 23 54.2
 DL5466;SPC MN S     -   582,285.75  2,774,989.95   sFT  1.00002010   +0 23 54.2
 DL5466;UTM  15      - 4,838,186.196   465,217.234   MT  0.99961488   -0 17 53.5
 DL5466
 DL5466!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DL5466!SPC MN S     -   0.99994407  x   1.00002010  =   0.99996417
 DL5466!UTM  15      -   0.99994407  x   0.99961488  =   0.99955898
 DL5466
 DL5466_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVJ6521738186(NAD 83)
 DL5466
 DL5466                          SUPERSEDED SURVEY CONTROL
 DL5466
 DL5466  NAD 83(2007)-  43 41 45.16434(N)    093 25 53.91017(W) AD(2002.00) 1
 DL5466  ELLIP H (09/23/09)  356.688  (m)                       GP(2002.00) 3 1
 DL5466  NAVD 88 (03/15/11)  386.004  (m)         1266.41   (f) SUPERSEDED  2 1
 DL5466  NAVD 88             386.00   (m)         1266.4    (f) LEVELING    3  
 DL5466
 DL5466.Superseded values are not recommended for survey control.
 DL5466
 DL5466.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL5466.See file dsdata.pdf to determine how the superseded data were derived.
 DL5466
 DL5466_MARKER: I = METAL ROD
 DL5466_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DL5466_STAMPING: 2401 R 2008
 DL5466_MARK LOGO: MNDT
 DL5466_PROJECTION: FLUSH
 DL5466_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DL5466_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL5466_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL5466+SATELLITE: SATELLITE OBSERVATIONS - July 27, 2016
 DL5466_ROD/PIPE-DEPTH: 13.7 meters
 DL5466
 DL5466  HISTORY     - Date     Condition        Report By
 DL5466  HISTORY     - 2008     MONUMENTED       MNDT
 DL5466  HISTORY     - 20140619 GOOD             MNDT
 DL5466  HISTORY     - 20160727 GOOD             MNDT
 DL5466
 DL5466                          STATION DESCRIPTION
 DL5466
 DL5466'DESCRIBED BY MN DEPT OF TRANSP 2008
 DL5466'2.5 MILES SOUTHEAST OF MANCHESTER, 2.15 MILES SOUTHEAST ALONG TRUNK
 DL5466'HIGHWAY 13 FROM JUNCTION OF TRUNK HIGHWAY 13 AND COUNTY ROAD 25 IN
 DL5466'MANCHESTER, 0.8 MILE NORTHWEST FROM JUNCTION OF TRUNK HIGHWAY 13 AND
 DL5466'INTERSTATE HIGHWAY 90, AT TRUNK HIGHWAY 13 MILEPOINT 4.15, 52.8 FEET
 DL5466'SOUTHWEST OF TRUNK HIGHWAY 13, 11.7 FEET NORTHWEST OF FIELD ENTRANCE,
 DL5466'8.1 FEET SOUTH OF A WITNESS POST.
 DL5466
 DL5466                          STATION RECOVERY (2014)
 DL5466
 DL5466'RECOVERY NOTE BY MN DEPT OF TRANSP 2014 (PXK)
 DL5466'RECOVERED AS DESCRIBED.
 DL5466
 DL5466                          STATION RECOVERY (2016)
 DL5466
 DL5466'RECOVERY NOTE BY MN DEPT OF TRANSP 2016 (KMS)
 DL5466'RECOVERED AS DESCRIBED.
 DL5466'
 DL5466'NOTE-THE STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM ROD
 DL5466'DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION REMOVABLE DISK
 DL5466'SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH PVC
 DL5466'PIPE BACK FILLED WITH WASHED SAND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DP5773 ***********************************************************************
 DP5773  DESIGNATION -  2401 S
 DP5773  PID         -  DP5773
 DP5773  STATE/COUNTY-  MN/FREEBORN
 DP5773  COUNTRY     -  US
 DP5773  USGS QUAD   -  ALBERT LEA WEST (2019)
 DP5773
 DP5773                         *CURRENT SURVEY CONTROL
 DP5773  ______________________________________________________________________
 DP5773* NAD 83(2011) POSITION- 43 39 56.36834(N) 093 23 50.59408(W)   ADJUSTED
 DP5773* NAD 83(2011) ELLIP HT-   349.321 (meters)        (11/18/14)   ADJUSTED
 DP5773* NAD 83(2011) EPOCH   -  2010.00
 DP5773* NAVD 88 ORTHO HEIGHT -   378.633 (meters)     1242.23  (feet) ADJUSTED
 DP5773  ______________________________________________________________________
 DP5773  GEOID HEIGHT    -        -29.321 (meters)                     GEOID18
 DP5773  NAD 83(2011) X  -   -273,871.446 (meters)                     COMP
 DP5773  NAD 83(2011) Y  - -4,613,334.326 (meters)                     COMP
 DP5773  NAD 83(2011) Z  -  4,381,535.330 (meters)                     COMP
 DP5773  LAPLACE CORR    -          3.54  (seconds)                    DEFLEC18
 DP5773  DYNAMIC HEIGHT  -        378.538 (meters)     1241.92  (feet) COMP
 DP5773  MODELED GRAVITY -    980,358.6   (mgal)                       NAVD 88
 DP5773
 DP5773  VERT ORDER      -  SECOND    CLASS I
 DP5773
 DP5773  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DP5773  Standards:
 DP5773         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DP5773            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DP5773  -------------------------------------------------------------------
 DP5773  NETWORK    1.04   2.21           0.46   0.38   1.13      0.21688222
 DP5773  -------------------------------------------------------------------
 DP5773  Click here for local accuracies and other accuracy information.
 DP5773
 DP5773.The horizontal coordinates were established by GPS observations
 DP5773.and adjusted by the MN DEPT OF TRANSP in November 2014.
 DP5773
 DP5773.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DP5773.been affixed to the stable North American tectonic plate. See 
 DP5773.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DP5773
 DP5773.The horizontal coordinates are valid at the epoch date displayed above
 DP5773.which is a decimal equivalence of Year/Month/Day.
 DP5773
 DP5773.The orthometric height was determined by differential leveling and
 DP5773.adjusted by the NATIONAL GEODETIC SURVEY
 DP5773.in May 2019.
 DP5773
 DP5773.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP5773.GEOID18 height accuracy estimate available here.
 DP5773
 DP5773.Click photographs - Photos may exist for this station.
 DP5773
 DP5773.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DP5773
 DP5773.The Laplace correction was computed from DEFLEC18 derived deflections.
 DP5773
 DP5773.The ellipsoidal height was determined by GPS observations
 DP5773.and is referenced to NAD 83.
 DP5773
 DP5773.The dynamic height is computed by dividing the NAVD 88
 DP5773.geopotential number by the normal gravity value computed on the
 DP5773.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP5773.degrees latitude (g = 980.6199 gals.).
 DP5773
 DP5773.The modeled gravity was interpolated from observed gravity values.
 DP5773
 DP5773. The following values were computed from the NAD 83(2011) position.
 DP5773
 DP5773;                    North         East     Units Scale Factor Converg.
 DP5773;SPC MN S     -   174,143.104   848,604.764   MT  1.00002757   +0 25 20.6
 DP5773;SPC MN S     -   571,334.50  2,784,130.80   sFT  1.00002757   +0 25 20.6
 DP5773;UTM  15      - 4,834,816.001   467,961.453   MT  0.99961263   -0 16 27.8
 DP5773
 DP5773!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DP5773!SPC MN S     -   0.99994523  x   1.00002757  =   0.99997279
 DP5773!UTM  15      -   0.99994523  x   0.99961263  =   0.99955788
 DP5773
 DP5773_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVJ6796134816(NAD 83)
 DP5773
 DP5773                          SUPERSEDED SURVEY CONTROL
 DP5773
 DP5773  NAVD 88 (11/18/14)  378.66   (m)  GEOID12A model used  GPS OBS        
 DP5773
 DP5773.Superseded values are not recommended for survey control.
 DP5773
 DP5773.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DP5773.See file dsdata.pdf to determine how the superseded data were derived.
 DP5773
 DP5773_MARKER: I = METAL ROD
 DP5773_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DP5773_STAMPING: 2401 S 2013
 DP5773_MARK LOGO: MNDT
 DP5773_PROJECTION: RECESSED 5 CENTIMETERS
 DP5773_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DP5773_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DP5773_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP5773+SATELLITE: SATELLITE OBSERVATIONS - July 26, 2016
 DP5773_ROD/PIPE-DEPTH: 16.5 meters
 DP5773
 DP5773  HISTORY     - Date     Condition        Report By
 DP5773  HISTORY     - 20130626 MONUMENTED       MNDT
 DP5773  HISTORY     - 20160726 GOOD             MNDT
 DP5773
 DP5773                          STATION DESCRIPTION
 DP5773
 DP5773'DESCRIBED BY MN DEPT OF TRANSP 2013
 DP5773'IN ALBERT LEA, 1.85 MILES SOUTH SOUTHEAST ALONG TRUNK HIGHWAY 13 FROM
 DP5773'THE JUNCTION OF INTERSTATE HIGHWAY 90 AND TRUNK HIGHWAY 13 IN ALBERT
 DP5773'LEA, AT TRUNK HIGHWAY 13 MILEPOINT 1.55, 74.6 FEET EAST OF TRUNK
 DP5773'HIGHWAY 13, 57.8 FEET SOUTH OF SUNDANCE LANE, 22.7 FEET SOUTH OF
 DP5773'EXTENDED COUNTY ROAD 74, 1.5 FEET NORTH OF WITNESS POST.
 DP5773
 DP5773                          STATION RECOVERY (2016)
 DP5773
 DP5773'RECOVERY NOTE BY MN DEPT OF TRANSP 2016 (KMS)
 DP5773'RECOVERED AS DESCRIBED.
 DP5773'
 DP5773'NOTE - THE STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM
 DP5773'ROD DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION REMOVABLE
 DP5773'DISK SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH
 DP5773'PVC PIPE BACK FILLED WITH WASHED SAND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DP5774 ***********************************************************************
 DP5774  DESIGNATION -  2401 T
 DP5774  PID         -  DP5774
 DP5774  STATE/COUNTY-  MN/FREEBORN
 DP5774  COUNTRY     -  US
 DP5774  USGS QUAD   -  ALBERT LEA WEST (2019)
 DP5774
 DP5774                         *CURRENT SURVEY CONTROL
 DP5774  ______________________________________________________________________
 DP5774* NAD 83(2011) POSITION- 43 40 23.44202(N) 093 24 18.76467(W)   ADJUSTED
 DP5774* NAD 83(2011) ELLIP HT-   345.071 (meters)        (11/18/14)   ADJUSTED
 DP5774* NAD 83(2011) EPOCH   -  2010.00
 DP5774* NAVD 88 ORTHO HEIGHT -   374.396 (meters)     1228.33  (feet) ADJUSTED
 DP5774  ______________________________________________________________________
 DP5774  GEOID HEIGHT    -        -29.326 (meters)                     GEOID18
 DP5774  NAD 83(2011) X  -   -274,467.055 (meters)                     COMP
 DP5774  NAD 83(2011) Y  - -4,612,717.841 (meters)                     COMP
 DP5774  NAD 83(2011) Z  -  4,382,136.824 (meters)                     COMP
 DP5774  LAPLACE CORR    -          3.37  (seconds)                    DEFLEC18
 DP5774  DYNAMIC HEIGHT  -        374.303 (meters)     1228.03  (feet) COMP
 DP5774  MODELED GRAVITY -    980,358.5   (mgal)                       NAVD 88
 DP5774
 DP5774  VERT ORDER      -  SECOND    CLASS I
 DP5774
 DP5774  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DP5774  Standards:
 DP5774         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DP5774            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DP5774  -------------------------------------------------------------------
 DP5774  NETWORK    0.80   1.69           0.36   0.28   0.86      0.17818348
 DP5774  -------------------------------------------------------------------
 DP5774  Click here for local accuracies and other accuracy information.
 DP5774
 DP5774.The horizontal coordinates were established by GPS observations
 DP5774.and adjusted by the MN DEPT OF TRANSP in November 2014.
 DP5774
 DP5774.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DP5774.been affixed to the stable North American tectonic plate. See 
 DP5774.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DP5774
 DP5774.The horizontal coordinates are valid at the epoch date displayed above
 DP5774.which is a decimal equivalence of Year/Month/Day.
 DP5774
 DP5774.The orthometric height was determined by differential leveling and
 DP5774.adjusted by the NATIONAL GEODETIC SURVEY
 DP5774.in May 2019.
 DP5774
 DP5774.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP5774.GEOID18 height accuracy estimate available here.
 DP5774
 DP5774.Click photographs - Photos may exist for this station.
 DP5774
 DP5774.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DP5774
 DP5774.The Laplace correction was computed from DEFLEC18 derived deflections.
 DP5774
 DP5774.The ellipsoidal height was determined by GPS observations
 DP5774.and is referenced to NAD 83.
 DP5774
 DP5774.The dynamic height is computed by dividing the NAVD 88
 DP5774.geopotential number by the normal gravity value computed on the
 DP5774.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP5774.degrees latitude (g = 980.6199 gals.).
 DP5774
 DP5774.The modeled gravity was interpolated from observed gravity values.
 DP5774
 DP5774. The following values were computed from the NAD 83(2011) position.
 DP5774
 DP5774;                    North         East     Units Scale Factor Converg.
 DP5774;SPC MN S     -   174,974.049   847,967.544   MT  1.00002569   +0 25 00.9
 DP5774;SPC MN S     -   574,060.69  2,782,040.18   sFT  1.00002569   +0 25 00.9
 DP5774;UTM  15      - 4,835,654.286   467,334.643   MT  0.99961312   -0 16 47.3
 DP5774
 DP5774!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DP5774!SPC MN S     -   0.99994589  x   1.00002569  =   0.99997158
 DP5774!UTM  15      -   0.99994589  x   0.99961312  =   0.99955903
 DP5774
 DP5774_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVJ6733435654(NAD 83)
 DP5774
 DP5774                          SUPERSEDED SURVEY CONTROL
 DP5774
 DP5774  NAVD 88 (11/18/14)  374.41   (m)  GEOID12A model used  GPS OBS        
 DP5774
 DP5774.Superseded values are not recommended for survey control.
 DP5774
 DP5774.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DP5774.See file dsdata.pdf to determine how the superseded data were derived.
 DP5774
 DP5774_MARKER: I = METAL ROD
 DP5774_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DP5774_STAMPING: 2401 T 2013
 DP5774_MARK LOGO: MNDT
 DP5774_PROJECTION: FLUSH
 DP5774_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DP5774_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DP5774_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP5774+SATELLITE: SATELLITE OBSERVATIONS - July 26, 2016
 DP5774_ROD/PIPE-DEPTH: 8.8 meters
 DP5774
 DP5774  HISTORY     - Date     Condition        Report By
 DP5774  HISTORY     - 20130626 MONUMENTED       MNDT
 DP5774  HISTORY     - 20160726 GOOD             MNDT
 DP5774
 DP5774                          STATION DESCRIPTION
 DP5774
 DP5774'DESCRIBED BY MN DEPT OF TRANSP 2013
 DP5774'1.0 MILE WEST OF ALBERT LEA, 1.25 MILES SOUTH SOUTHEAST ALONG TRUNK
 DP5774'HIGHWAY 13 FROM THE JUNCTION OF INTERSTATE HIGHWAY 90 AND TRUNK
 DP5774'HIGHWAY 13 IN ALBERT LEA, AT TRUNK HIGHWAY 13 MILEPOINT 2.2, 0.45 MILE
 DP5774'NORTH-NORTHWEST OF COUNTY ROAD 101, 102.3 FEET NORTH-NORTHEAST OF OLD
 DP5774'RAILROAD GRADE, 41.5 FEET SOUTH-SOUTHWEST OF EASTBOUND TRUNK HIGHWAY
 DP5774'13.
 DP5774
 DP5774                          STATION RECOVERY (2016)
 DP5774
 DP5774'RECOVERY NOTE BY MN DEPT OF TRANSP 2016 (KMS)
 DP5774'RECOVERED AS DESCRIBED.
 DP5774'
 DP5774'NOTE-THE STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM ROD
 DP5774'DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION REMOVABLE DISK
 DP5774'SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH PVC
 DP5774'PIPE BACK FILLED WITH WASHED SAND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DQ5904 ***********************************************************************
 DQ5904  DESIGNATION -  2401 U
 DQ5904  PID         -  DQ5904
 DQ5904  STATE/COUNTY-  MN/FREEBORN
 DQ5904  COUNTRY     -  US
 DQ5904  USGS QUAD   -  ALBERT LEA WEST (2019)
 DQ5904
 DQ5904                         *CURRENT SURVEY CONTROL
 DQ5904  ______________________________________________________________________
 DQ5904* NAD 83(1986) POSITION- 43 39 19.13   (N) 093 23 27.22   (W)   HD_HELD1
 DQ5904* NAVD 88 ORTHO HEIGHT -   373.441 (meters)     1225.20  (feet) ADJUSTED
 DQ5904  ______________________________________________________________________
 DQ5904  GEOID HEIGHT    -        -29.320 (meters)                     GEOID18
 DQ5904  DYNAMIC HEIGHT  -        373.347 (meters)     1224.89  (feet) COMP
 DQ5904  MODELED GRAVITY -    980,358.1   (mgal)                       NAVD 88
 DQ5904
 DQ5904  VERT ORDER      -  SECOND    CLASS I
 DQ5904
 DQ5904.The horizontal coordinates were determined by differentially corrected
 DQ5904.hand held GPS observations or other comparable positioning techniques
 DQ5904.and have an estimated accuracy of +/- 3 meters.
 DQ5904
 DQ5904.The orthometric height was determined by differential leveling and
 DQ5904.adjusted by the NATIONAL GEODETIC SURVEY
 DQ5904.in May 2019.
 DQ5904
 DQ5904.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ5904.GEOID18 height accuracy estimate available here.
 DQ5904
 DQ5904.Click photographs - Photos may exist for this station.
 DQ5904
 DQ5904.The dynamic height is computed by dividing the NAVD 88
 DQ5904.geopotential number by the normal gravity value computed on the
 DQ5904.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ5904.degrees latitude (g = 980.6199 gals.).
 DQ5904
 DQ5904.The modeled gravity was interpolated from observed gravity values.
 DQ5904
 DQ5904;                    North         East    Units  Estimated Accuracy
 DQ5904;SPC MN S     -   172,997.7     849,137.0     MT  (+/- 3 meters HH1 GPS) 
 DQ5904
 DQ5904_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVJ6847933664(NAD 83)
 DQ5904
 DQ5904                          SUPERSEDED SURVEY CONTROL
 DQ5904
 DQ5904.No superseded survey control is available for this station.
 DQ5904
 DQ5904_MARKER: F = FLANGE-ENCASED ROD
 DQ5904_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DQ5904_STAMPING: 2401 U 2016
 DQ5904_MARK LOGO: MNDT
 DQ5904_PROJECTION: RECESSED 5 CENTIMETERS
 DQ5904_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DQ5904_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ5904_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ5904+SATELLITE: SATELLITE OBSERVATIONS - August 08, 2016
 DQ5904_ROD/PIPE-DEPTH: 7.3 meters
 DQ5904
 DQ5904  HISTORY     - Date     Condition        Report By
 DQ5904  HISTORY     - 20160808 MONUMENTED       MNDT
 DQ5904
 DQ5904                          STATION DESCRIPTION
 DQ5904
 DQ5904'DESCRIBED BY MN DEPT OF TRANSP 2016
 DQ5904'THE MARK IS LOCATED ABOUT IN ALBERT LEA.
 DQ5904'
 DQ5904'TO REACH THE MARK GO 0.6 MI (1.0 KM) NORTH ALONG TRUNK HIGHWAY 13 FROM
 DQ5904'THE JUNCTION OF TRUNK HIGHWAY 13 AND TRUNK HIGHWAY 69 IN ALBERT LEA,
 DQ5904'AT TRUNK HIGHWAY 13 MILE POINT 0.75.
 DQ5904'
 DQ5904'THE MARK IS LOCATED 70.0 FT (21.3 M) EAST-NORTHEAST OF NORTHBOUND
 DQ5904'TRUNK HIGHWAY 13, 16.8 FT (5.1 M) SOUTH-SOUTHEAST OF OLD RAIL ROAD
 DQ5904'GRADE, 1.5 FT (0.5 M) WEST-SOUTHWEST.
 DQ5904'
 DQ5904'NOTE-THE STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM ROD
 DQ5904'DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION REMOVABLE DISK
 DQ5904'SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH PVC
 DQ5904'PIPE BACK FILLED WITH WASHED SAND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DQ5903 ***********************************************************************
 DQ5903  DESIGNATION -  2401 V
 DQ5903  PID         -  DQ5903
 DQ5903  STATE/COUNTY-  MN/FREEBORN
 DQ5903  COUNTRY     -  US
 DQ5903  USGS QUAD   -  ALBERT LEA WEST (2019)
 DQ5903
 DQ5903                         *CURRENT SURVEY CONTROL
 DQ5903  ______________________________________________________________________
 DQ5903* NAD 83(1986) POSITION- 43 41 06.27   (N) 093 24 54.73   (W)   HD_HELD1
 DQ5903* NAVD 88 ORTHO HEIGHT -   390.141 (meters)     1279.99  (feet) ADJUSTED
 DQ5903  ______________________________________________________________________
 DQ5903  GEOID HEIGHT    -        -29.329 (meters)                     GEOID18
 DQ5903  DYNAMIC HEIGHT  -        390.043 (meters)     1279.67  (feet) COMP
 DQ5903  MODELED GRAVITY -    980,358.9   (mgal)                       NAVD 88
 DQ5903
 DQ5903  VERT ORDER      -  SECOND    CLASS I
 DQ5903
 DQ5903.The horizontal coordinates were determined by differentially corrected
 DQ5903.hand held GPS observations or other comparable positioning techniques
 DQ5903.and have an estimated accuracy of +/- 3 meters.
 DQ5903
 DQ5903.The orthometric height was determined by differential leveling and
 DQ5903.adjusted by the NATIONAL GEODETIC SURVEY
 DQ5903.in May 2019.
 DQ5903
 DQ5903.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ5903.GEOID18 height accuracy estimate available here.
 DQ5903
 DQ5903.Click photographs - Photos may exist for this station.
 DQ5903
 DQ5903.The dynamic height is computed by dividing the NAVD 88
 DQ5903.geopotential number by the normal gravity value computed on the
 DQ5903.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ5903.degrees latitude (g = 980.6199 gals.).
 DQ5903
 DQ5903.The modeled gravity was interpolated from observed gravity values.
 DQ5903
 DQ5903;                    North         East    Units  Estimated Accuracy
 DQ5903;SPC MN S     -   176,290.0     847,152.4     MT  (+/- 3 meters HH1 GPS) 
 DQ5903
 DQ5903_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVJ6653536979(NAD 83)
 DQ5903
 DQ5903                          SUPERSEDED SURVEY CONTROL
 DQ5903
 DQ5903.No superseded survey control is available for this station.
 DQ5903
 DQ5903_MARKER: F = FLANGE-ENCASED ROD
 DQ5903_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DQ5903_STAMPING: 2401 V 2016
 DQ5903_MARK LOGO: MNDT
 DQ5903_PROJECTION: RECESSED 5 CENTIMETERS
 DQ5903_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DQ5903_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ5903_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ5903+SATELLITE: SATELLITE OBSERVATIONS - August 08, 2016
 DQ5903_ROD/PIPE-DEPTH: 5.5 meters
 DQ5903
 DQ5903  HISTORY     - Date     Condition        Report By
 DQ5903  HISTORY     - 20160808 MONUMENTED       MNDT
 DQ5903
 DQ5903                          STATION DESCRIPTION
 DQ5903
 DQ5903'DESCRIBED BY MN DEPT OF TRANSP 2016
 DQ5903'THE MARK IS LOCATED ABOUT 2.75 MI (4.42 KM) NORTHWEST OF ALBERT LEA.
 DQ5903'
 DQ5903'TO REACH THE MARK GO 0.25 MI (0.40 KM) SOUTHEAST ALONG TRUNK HIGHWAY
 DQ5903'13 FROM THE JUNCTION OF TRUNK HIGHWAY AND INTERSTATE HIGHWAY 90
 DQ5903'(JUNCTION IS 3.0 MI (4.8 KM) NORTHWEST OF ALBERT LEA), AT TRUNK
 DQ5903'HIGHWAY 13 MILE POINT 3.0.
 DQ5903'
 DQ5903'THE MARK IS LOCATED 95.6 FT (29.1 M) SOUTHWEST OF SOUTHBOUND TRUNK
 DQ5903'HIGHWAY 13, 5.0 FT (1.5 M) NORTH-NORTHEAST OF RIGHT-OF-WAY POST, 1.5
 DQ5903'FT (0.5 M) NORTHEAST OF A WITNESS POST.
 DQ5903'
 DQ5903'NOTE-THE STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM ROD
 DQ5903'DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION REMOVABLE DISK
 DQ5903'SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH PVC
 DQ5903'PIPE BACK FILLED WITH WASHED SAND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DQ5906 ***********************************************************************
 DQ5906  DESIGNATION -  2401 W
 DQ5906  PID         -  DQ5906
 DQ5906  STATE/COUNTY-  MN/FREEBORN
 DQ5906  COUNTRY     -  US
 DQ5906  USGS QUAD   -  ALBERT LEA EAST (2019)
 DQ5906
 DQ5906                         *CURRENT SURVEY CONTROL
 DQ5906  ______________________________________________________________________
 DQ5906* NAD 83(1986) POSITION- 43 38 52.09   (N) 093 22 28.70   (W)   HD_HELD1
 DQ5906* NAVD 88 ORTHO HEIGHT -   377.228 (meters)     1237.62  (feet) ADJUSTED
 DQ5906  ______________________________________________________________________
 DQ5906  GEOID HEIGHT    -        -29.298 (meters)                     GEOID18
 DQ5906  DYNAMIC HEIGHT  -        377.134 (meters)     1237.31  (feet) COMP
 DQ5906  MODELED GRAVITY -    980,359.6   (mgal)                       NAVD 88
 DQ5906
 DQ5906  VERT ORDER      -  SECOND    CLASS I
 DQ5906
 DQ5906.The horizontal coordinates were determined by differentially corrected
 DQ5906.hand held GPS observations or other comparable positioning techniques
 DQ5906.and have an estimated accuracy of +/- 3 meters.
 DQ5906
 DQ5906.The orthometric height was determined by differential leveling and
 DQ5906.adjusted by the NATIONAL GEODETIC SURVEY
 DQ5906.in May 2019.
 DQ5906
 DQ5906.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ5906.GEOID18 height accuracy estimate available here.
 DQ5906
 DQ5906.Click photographs - Photos may exist for this station.
 DQ5906
 DQ5906.The dynamic height is computed by dividing the NAVD 88
 DQ5906.geopotential number by the normal gravity value computed on the
 DQ5906.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ5906.degrees latitude (g = 980.6199 gals.).
 DQ5906
 DQ5906.The modeled gravity was interpolated from observed gravity values.
 DQ5906
 DQ5906;                    North         East    Units  Estimated Accuracy
 DQ5906;SPC MN S     -   172,173.1     850,454.7     MT  (+/- 3 meters HH1 GPS) 
 DQ5906
 DQ5906_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVJ6978632824(NAD 83)
 DQ5906
 DQ5906                          SUPERSEDED SURVEY CONTROL
 DQ5906
 DQ5906.No superseded survey control is available for this station.
 DQ5906
 DQ5906_MARKER: F = FLANGE-ENCASED ROD
 DQ5906_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DQ5906_STAMPING: 2401 W 2016
 DQ5906_MARK LOGO: MNDT
 DQ5906_PROJECTION: RECESSED 5 CENTIMETERS
 DQ5906_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DQ5906_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ5906_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ5906+SATELLITE: SATELLITE OBSERVATIONS - August 08, 2016
 DQ5906_ROD/PIPE-DEPTH: 7.3 meters
 DQ5906
 DQ5906  HISTORY     - Date     Condition        Report By
 DQ5906  HISTORY     - 20160808 MONUMENTED       MNDT
 DQ5906
 DQ5906                          STATION DESCRIPTION
 DQ5906
 DQ5906'DESCRIBED BY MN DEPT OF TRANSP 2016
 DQ5906'THE STATION IS LOCATED ABOUT 7.0 MI (11.3 KM) NORTHWEST OF GLENVILLE,
 DQ5906'6.6 MI (10.6 KM) WEST OF HAYWARD AND IN THE TOWN OF ALBERT LEA, MN.
 DQ5906'
 DQ5906'TO REACH THE MARK GO 0.85 MI (1.37 KM) EAST ALONG TRUNK HIGHWAY 13
 DQ5906'FROM THE JUNCTION OF TRUNK HIGHWAY 13 AND TRUNK HIGHWAY 69 IN ALBERT
 DQ5906'LEA.
 DQ5906'
 DQ5906'THE MARK IS LOCATED 28.0 FT (8.5 M) SOUTH OF SOUTHBOUND TRUNK HIGHWAY
 DQ5906'13, ABOUT 250 FT (76.2 M) WEST OF EUCLID AVENUE, 21.0 FT (6.4 M) NORTH
 DQ5906'OF FRONTAGE ROAD, 65.2 FT (19.9 M) EAST OF EAST END OF BRIDGE, 1.5 FT
 DQ5906'(0.5 M) NORTH OF A WITNESS POST.
 DQ5906'
 DQ5906'NOTE-THE STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM ROD
 DQ5906'DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION REMOVABLE DISK
 DQ5906'SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH PVC
 DQ5906'PIPE BACK FILLED WITH WASHED SAND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DQ5902 ***********************************************************************
 DQ5902  DESIGNATION -  2401 X
 DQ5902  PID         -  DQ5902
 DQ5902  STATE/COUNTY-  MN/FREEBORN
 DQ5902  COUNTRY     -  US
 DQ5902  USGS QUAD   -  ALBERT LEA WEST (2019)
 DQ5902
 DQ5902                         *CURRENT SURVEY CONTROL
 DQ5902  ______________________________________________________________________
 DQ5902* NAD 83(1986) POSITION- 43 42 27.49   (N) 093 26 18.35   (W)   HD_HELD1
 DQ5902* NAVD 88 ORTHO HEIGHT -   386.987 (meters)     1269.64  (feet) ADJUSTED
 DQ5902  ______________________________________________________________________
 DQ5902  GEOID HEIGHT    -        -29.337 (meters)                     GEOID18
 DQ5902  DYNAMIC HEIGHT  -        386.890 (meters)     1269.32  (feet) COMP
 DQ5902  MODELED GRAVITY -    980,359.2   (mgal)                       NAVD 88
 DQ5902
 DQ5902  VERT ORDER      -  SECOND    CLASS I
 DQ5902
 DQ5902.The horizontal coordinates were determined by differentially corrected
 DQ5902.hand held GPS observations or other comparable positioning techniques
 DQ5902.and have an estimated accuracy of +/- 3 meters.
 DQ5902
 DQ5902.The orthometric height was determined by differential leveling and
 DQ5902.adjusted by the NATIONAL GEODETIC SURVEY
 DQ5902.in May 2019.
 DQ5902
 DQ5902.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ5902.GEOID18 height accuracy estimate available here.
 DQ5902
 DQ5902.Click photographs - Photos may exist for this station.
 DQ5902
 DQ5902.The dynamic height is computed by dividing the NAVD 88
 DQ5902.geopotential number by the normal gravity value computed on the
 DQ5902.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ5902.degrees latitude (g = 980.6199 gals.).
 DQ5902
 DQ5902.The modeled gravity was interpolated from observed gravity values.
 DQ5902
 DQ5902;                    North         East    Units  Estimated Accuracy
 DQ5902;SPC MN S     -   178,783.6     845,262.4     MT  (+/- 3 meters HH1 GPS) 
 DQ5902
 DQ5902_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVJ6467739494(NAD 83)
 DQ5902
 DQ5902                          SUPERSEDED SURVEY CONTROL
 DQ5902
 DQ5902.No superseded survey control is available for this station.
 DQ5902
 DQ5902_MARKER: F = FLANGE-ENCASED ROD
 DQ5902_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DQ5902_STAMPING: 2401 X 2016
 DQ5902_MARK LOGO: MNDT
 DQ5902_PROJECTION: RECESSED 5 CENTIMETERS
 DQ5902_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DQ5902_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ5902_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ5902+SATELLITE: SATELLITE OBSERVATIONS - August 08, 2016
 DQ5902_ROD/PIPE-DEPTH: 13.4 meters
 DQ5902
 DQ5902  HISTORY     - Date     Condition        Report By
 DQ5902  HISTORY     - 20160808 MONUMENTED       MNDT
 DQ5902
 DQ5902                          STATION DESCRIPTION
 DQ5902
 DQ5902'DESCRIBED BY MN DEPT OF TRANSP 2016
 DQ5902'THE MARK IS LOCATED ABOUT 1.4 MI (2.3 KM) SOUTHEAST OF MANCHESTER.
 DQ5902'
 DQ5902'TO REACH THE MARK GO 1.2 MI (1.9 KM) SOUTH-SOUTHEAST ALONG TRUNK
 DQ5902'HIGHWAY 13 FROM THE JUNCTION OF TRUNK HIGHWAY 13 AND COUNTY ROAD 25 IN
 DQ5902'MANCHESTER, AT TRUNK HIGHWAY 13 MILE POINT 5.
 DQ5902'
 DQ5902'THE MARK IS LOCATED 74.0 FT (22.6 M) EAST-NORTHEAST OF TRUNK HIGHWAY
 DQ5902'13, 103.0 FT (31.4 M) NORTHEAST OF MILE POST NUMBER 5, 1.5 FT (0.5 M)
 DQ5902'SOUTH-SOUTHEAST OF A WITNESS POST.
 DQ5902'
 DQ5902'NOTE-THE STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM ROD
 DQ5902'DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION REMOVABLE DISK
 DQ5902'SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH PVC
 DQ5902'PIPE BACK FILLED WITH WASHED SAND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 OO1475 ***********************************************************************
 OO1475  DESIGNATION -  2402 F
 OO1475  PID         -  OO1475
 OO1475  STATE/COUNTY-  MN/FREEBORN
 OO1475  COUNTRY     -  US
 OO1475  USGS QUAD   -  ALBERT LEA WEST (2019)
 OO1475
 OO1475                         *CURRENT SURVEY CONTROL
 OO1475  ______________________________________________________________________
 OO1475* NAD 83(1986) POSITION- 43 39 25.86   (N) 093 26 30.32   (W)   HD_HELD1
 OO1475* NAVD 88 ORTHO HEIGHT -   394.124 (meters)     1293.06  (feet) ADJUSTED
 OO1475  ______________________________________________________________________
 OO1475  GEOID HEIGHT    -        -29.383 (meters)                     GEOID18
 OO1475  DYNAMIC HEIGHT  -        394.023 (meters)     1292.72  (feet) COMP
 OO1475  MODELED GRAVITY -    980,352.0   (mgal)                       NAVD 88
 OO1475
 OO1475  VERT ORDER      -  SECOND    CLASS I
 OO1475
 OO1475.The horizontal coordinates were determined by differentially corrected
 OO1475.hand held GPS observations or other comparable positioning techniques
 OO1475.and have an estimated accuracy of +/- 3 meters.
 OO1475
 OO1475.The orthometric height was determined by differential leveling and
 OO1475.adjusted by the NATIONAL GEODETIC SURVEY
 OO1475.in June 1991.
 OO1475
 OO1475.Significant digits in the geoid height do not necessarily reflect accuracy.
 OO1475.GEOID18 height accuracy estimate available here.
 OO1475
 OO1475.Click photographs - Photos may exist for this station.
 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     -   173,176.1     845,032.7     MT  (+/- 3 meters HH1 GPS) 
 OO1475
 OO1475_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVJ6437933892(NAD 83)
 OO1475
 OO1475                          SUPERSEDED SURVEY CONTROL
 OO1475
 OO1475.No superseded survey control is available for this station.
 OO1475
 OO1475_MARKER: DV = VERTICAL CONTROL DISK
 OO1475_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 OO1475_STAMPING: 2402 F 1981
 OO1475_MARK LOGO: MNDT
 OO1475_PROJECTION: FLUSH
 OO1475_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 OO1475_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OO1475_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OO1475+SATELLITE: SATELLITE OBSERVATIONS - December 01, 2020
 OO1475
 OO1475  HISTORY     - Date     Condition        Report By
 OO1475  HISTORY     - 1981     MONUMENTED       MNDT
 OO1475  HISTORY     - 20201201 GOOD             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.
 OO1475
 OO1475                          STATION RECOVERY (2020)
 OO1475
 OO1475'RECOVERY NOTE BY MN DEPT OF TRANSP 2020 (KMS)
 OO1475'3.75 MI (6.03 KM) WEST OF ALBERT LEA, 2.8 MI (4.5 KM) WEST ALONG
 OO1475'COUNTY ROAD 46 FROM THE JUNCTION OF COUNTY ROAD 46 AND TRUNK HIGHWAY
 OO1475'69 IN ALBERT LEA, 1.5 FT (0.5 M) NORTHEAST OF A POWER POLE WITH A
 OO1475'GUYWIRE, 0.8 FT (24 CM) NORTHEAST OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DP4394 ***********************************************************************
 DP4394  DESIGNATION -  2404 A
 DP4394  PID         -  DP4394
 DP4394  STATE/COUNTY-  MN/FREEBORN
 DP4394  COUNTRY     -  US
 DP4394  USGS QUAD   -  NORTHWOOD (2018)
 DP4394
 DP4394                         *CURRENT SURVEY CONTROL
 DP4394  ______________________________________________________________________
 DP4394* NAD 83(2011) POSITION- 43 29 58.46284(N) 093 14 46.17981(W)   ADJUSTED
 DP4394* NAD 83(2011) ELLIP HT-   349.345 (meters)        (11/18/14)   ADJUSTED
 DP4394* NAD 83(2011) EPOCH   -  2010.00
 DP4394* NAVD 88 ORTHO HEIGHT -   378.328 (meters)     1241.23  (feet) ADJUSTED
 DP4394  ______________________________________________________________________
 DP4394  GEOID HEIGHT    -        -28.983 (meters)                     GEOID18
 DP4394  NAD 83(2011) X  -   -262,414.490 (meters)                     COMP
 DP4394  NAD 83(2011) Y  - -4,626,742.702 (meters)                     COMP
 DP4394  NAD 83(2011) Z  -  4,368,167.825 (meters)                     COMP
 DP4394  LAPLACE CORR    -          6.84  (seconds)                    DEFLEC18
 DP4394  DYNAMIC HEIGHT  -        378.242 (meters)     1240.95  (feet) COMP
 DP4394  MODELED GRAVITY -    980,379.4   (mgal)                       NAVD 88
 DP4394
 DP4394  VERT ORDER      -  SECOND    CLASS I
 DP4394
 DP4394  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DP4394  Standards:
 DP4394         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DP4394            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DP4394  -------------------------------------------------------------------
 DP4394  NETWORK    0.89   1.88           0.39   0.33   0.96      0.16932948
 DP4394  -------------------------------------------------------------------
 DP4394  Click here for local accuracies and other accuracy information.
 DP4394
 DP4394.The horizontal coordinates were established by GPS observations
 DP4394.and adjusted by the MN DEPT OF TRANSP in November 2014.
 DP4394
 DP4394.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DP4394.been affixed to the stable North American tectonic plate. See 
 DP4394.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DP4394
 DP4394.The horizontal coordinates are valid at the epoch date displayed above
 DP4394.which is a decimal equivalence of Year/Month/Day.
 DP4394
 DP4394.The orthometric height was determined by differential leveling and
 DP4394.adjusted by the NATIONAL GEODETIC SURVEY
 DP4394.in May 2016.
 DP4394
 DP4394.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP4394.GEOID18 height accuracy estimate available here.
 DP4394
 DP4394.Click photographs - Photos may exist for this station.
 DP4394
 DP4394.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DP4394
 DP4394.The Laplace correction was computed from DEFLEC18 derived deflections.
 DP4394
 DP4394.The ellipsoidal height was determined by GPS observations
 DP4394.and is referenced to NAD 83.
 DP4394
 DP4394.The dynamic height is computed by dividing the NAVD 88
 DP4394.geopotential number by the normal gravity value computed on the
 DP4394.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP4394.degrees latitude (g = 980.6199 gals.).
 DP4394
 DP4394.The modeled gravity was interpolated from observed gravity values.
 DP4394
 DP4394. The following values were computed from the NAD 83(2011) position.
 DP4394
 DP4394;                    North         East     Units Scale Factor Converg.
 DP4394;SPC MN S     -   155,791.463   860,972.039   MT  1.00007354   +0 31 42.2
 DP4394;SPC MN S     -   511,125.82  2,824,705.76   sFT  1.00007354   +0 31 42.2
 DP4394;UTM  15      - 4,816,323.388   480,099.131   MT  0.99960487   -0 10 10.0
 DP4394
 DP4394!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DP4394!SPC MN S     -   0.99994522  x   1.00007354  =   1.00001876
 DP4394!UTM  15      -   0.99994522  x   0.99960487  =   0.99955011
 DP4394
 DP4394_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVJ8009916323(NAD 83)
 DP4394
 DP4394                          SUPERSEDED SURVEY CONTROL
 DP4394
 DP4394  NAVD 88             378.34   (m)         1241.3    (f) LEVELING    3  
 DP4394
 DP4394.Superseded values are not recommended for survey control.
 DP4394
 DP4394.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DP4394.See file dsdata.pdf to determine how the superseded data were derived.
 DP4394
 DP4394_MARKER: I = METAL ROD
 DP4394_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DP4394_STAMPING: 2404 A 2013
 DP4394_MARK LOGO: MNDT
 DP4394_PROJECTION: RECESSED 3 CENTIMETERS
 DP4394_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DP4394_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DP4394_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP4394+SATELLITE: SATELLITE OBSERVATIONS - June 26, 2014
 DP4394_ROD/PIPE-DEPTH: 8.8 meters
 DP4394
 DP4394  HISTORY     - Date     Condition        Report By
 DP4394  HISTORY     - 20130724 MONUMENTED       MNDT
 DP4394  HISTORY     - 20140626 GOOD             MNDT
 DP4394
 DP4394                          STATION DESCRIPTION
 DP4394
 DP4394'DESCRIBED BY MN DEPT OF TRANSP 2013
 DP4394'THE STATION IS LOCATED ABOUT 9.4 MI (15.1 KM) WEST OF LONDON, 6.1 MI
 DP4394'(9.8 KM) SOUTHWEST OF MYRTLE AND 5.3 MI (8.5 KM) SOUTH-SOUTHEAST OF
 DP4394'GLENVILLE.
 DP4394'
 DP4394'TO REACH THE MARK GO 5.45 MI (8.8 KM) SOUTHEAST ALONG TRUNK HIGHWAY 65
 DP4394'FROM THE SOUTH JUNCTION OF TRUNK HIGHWAY 65 AND COUNTY ROAD 13 IN
 DP4394'GLENVILLE, THEN 0.05 MI (0.1 KM) EAST ALONG 813TH AVENUE/510TH STREET.
 DP4394'THE MARK IS LOCATED 25.8 FT (7.9 M) NORTH OF 813TH AVENUE/510TH
 DP4394'STREET, 32.5 FT (9.9 M) WEST OF EXTENDED MOCKINGBIRD LANE, 1.5 FT (0.5
 DP4394'M) SOUTH OF A WITNESS POST.
 DP4394'
 DP4394'NOTE - THE STATION MARK CONSISTS OF A 3/4 INCH (19 MM) DIAMETER
 DP4394'ALUMINUM ROD DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL MARK
 DP4394'REMOVABLE DISK SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY
 DP4394'A SIX-INCH PVC PIPE BACKFILLED WITH WASHED SAND.
 DP4394
 DP4394                          STATION RECOVERY (2014)
 DP4394
 DP4394'RECOVERY NOTE BY MN DEPT OF TRANSP 2014 (JXJ)
 DP4394'5.2 MILES SOUTH-SOUTHEAST OF GLENVILLE, 5.45 MILES SOUTHEAST ALONG
 DP4394'TRUNK HIGHWAY 65 FROM THE SOUTH JUNCTION OF TRUNK HIGHWAY 65 AND
 DP4394'COUNTY ROAD 13 (150TH STREET) IN GLENVILLE, THEN 0.05 MILE EAST ALONG
 DP4394'813TH AVENUE/510TH STREET, 25.8 FEET NORTH OF 813TH AVENUE/510TH
 DP4394'STREET, 32.5 FEET WEST OF EXTENDED MOCKINGBIRD LANE, 1.5 FEET SOUTH OF
 DP4394'WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DP4396 ***********************************************************************
 DP4396  DESIGNATION -  2404 A 1
 DP4396  PID         -  DP4396
 DP4396  STATE/COUNTY-  MN/FREEBORN
 DP4396  COUNTRY     -  US
 DP4396  USGS QUAD   -  GLENVILLE (2019)
 DP4396
 DP4396                         *CURRENT SURVEY CONTROL
 DP4396  ______________________________________________________________________
 DP4396* NAD 83(1986) POSITION- 43 30 13.03   (N) 093 16 26.75   (W)   HD_HELD1
 DP4396* NAVD 88 ORTHO HEIGHT -   370.380 (meters)     1215.16  (feet) ADJUSTED
 DP4396  ______________________________________________________________________
 DP4396  GEOID HEIGHT    -        -29.067 (meters)                     GEOID18
 DP4396  DYNAMIC HEIGHT  -        370.291 (meters)     1214.86  (feet) COMP
 DP4396  MODELED GRAVITY -    980,370.7   (mgal)                       NAVD 88
 DP4396
 DP4396  VERT ORDER      -  SECOND    CLASS I
 DP4396
 DP4396.The horizontal coordinates were determined by differentially corrected
 DP4396.hand held GPS observations or other comparable positioning techniques
 DP4396.and have an estimated accuracy of +/- 3 meters.
 DP4396
 DP4396.The orthometric height was determined by differential leveling and
 DP4396.adjusted by the NATIONAL GEODETIC SURVEY
 DP4396.in May 2016.
 DP4396
 DP4396.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP4396.GEOID18 height accuracy estimate available here.
 DP4396
 DP4396.Click photographs - Photos may exist for this station.
 DP4396
 DP4396.The dynamic height is computed by dividing the NAVD 88
 DP4396.geopotential number by the normal gravity value computed on the
 DP4396.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP4396.degrees latitude (g = 980.6199 gals.).
 DP4396
 DP4396.The modeled gravity was interpolated from observed gravity values.
 DP4396
 DP4396;                    North         East    Units  Estimated Accuracy
 DP4396;SPC MN S     -   156,220.6     858,708.6     MT  (+/- 3 meters HH1 GPS) 
 DP4396
 DP4396_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVJ7784216779(NAD 83)
 DP4396
 DP4396                          SUPERSEDED SURVEY CONTROL
 DP4396
 DP4396.No superseded survey control is available for this station.
 DP4396
 DP4396_MARKER: F = FLANGE-ENCASED ROD
 DP4396_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DP4396_STAMPING: 2404 A 1 2013
 DP4396_MARK LOGO: MNDT
 DP4396_PROJECTION: FLUSH
 DP4396_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DP4396_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DP4396_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP4396+SATELLITE: SATELLITE OBSERVATIONS - December 01, 2020
 DP4396_ROD/PIPE-DEPTH: 14.6 meters
 DP4396
 DP4396  HISTORY     - Date     Condition        Report By
 DP4396  HISTORY     - 20130724 MONUMENTED       MNDT
 DP4396  HISTORY     - 20201201 GOOD             MNDT
 DP4396
 DP4396                          STATION DESCRIPTION
 DP4396
 DP4396'DESCRIBED BY MN DEPT OF TRANSP 2013
 DP4396'THE STATION IS LOCATED ABOUT 10.3 MI (16.6 KM) SOUTH OF HAYWARD, 7.0
 DP4396'MI (11.3 KM) SOUTHWEST OF MYRTLE AND 4.8 MI (7.7 KM) SOUTH OF
 DP4396'GLENVILLE.
 DP4396'
 DP4396'TO REACH THE MARK GO 4.4 MI (7.1 KM) SOUTHEAST ALONG TRUNK HIGHWAY 65
 DP4396'FROM THE SOUTH JUNCTION OF TRUNK HIGHWAY 65 AND COUNTY ROAD 13 IN
 DP4396'GLENVILLE TO TRUNK HIGHWAY 65 MILE POINT 301.05, THEN 1.65 MI (2.7 KM)
 DP4396'WEST AND SOUTH ON COUNTY ROAD 1, 0.3 MI (0.5 KM) NORTH OF STATE LINE
 DP4396'ROAD.
 DP4396'
 DP4396'THE MARK IS LOCATED 44.2 FT (13.5 M) WEST OF COUNTY ROAD 1, 21.8 FT
 DP4396'(6.6 M) SOUTH OF A FIELD ENTRANCE, 29.6 FT (9.0 M) WEST OF THE
 DP4396'NORTHWEST CORNER OF BRIDGE, 1.5 FT (0.5 M) NORTH OF A WITNESS POST.
 DP4396'
 DP4396'NOTE - THE STATION MARK CONSISTS OF A 3/4 INCH (19 MM) DIAMETER
 DP4396'ALUMINUM ROD DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL MARK
 DP4396'REMOVABLE DISK SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY
 DP4396'A SIX-INCH PVC PIPE BACKFILLED WITH WASHED SAND.
 DP4396
 DP4396                          STATION RECOVERY (2020)
 DP4396
 DP4396'RECOVERY NOTE BY MN DEPT OF TRANSP 2020 (KMS)
 DP4396'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DP4398 ***********************************************************************
 DP4398  DESIGNATION -  2404 A 2
 DP4398  PID         -  DP4398
 DP4398  STATE/COUNTY-  MN/FREEBORN
 DP4398  COUNTRY     -  US
 DP4398  USGS QUAD   -  FERTILE NE (2018)
 DP4398
 DP4398                         *CURRENT SURVEY CONTROL
 DP4398  ______________________________________________________________________
 DP4398* NAD 83(1986) POSITION- 43 29 58.73   (N) 093 18 43.50   (W)   HD_HELD1
 DP4398* NAVD 88 ORTHO HEIGHT -   368.615 (meters)     1209.36  (feet) ADJUSTED
 DP4398  ______________________________________________________________________
 DP4398  GEOID HEIGHT    -        -29.179 (meters)                     GEOID18
 DP4398  DYNAMIC HEIGHT  -        368.523 (meters)     1209.06  (feet) COMP
 DP4398  MODELED GRAVITY -    980,358.3   (mgal)                       NAVD 88
 DP4398
 DP4398  VERT ORDER      -  SECOND    CLASS I
 DP4398
 DP4398.The horizontal coordinates were determined by differentially corrected
 DP4398.hand held GPS observations or other comparable positioning techniques
 DP4398.and have an estimated accuracy of +/- 3 meters.
 DP4398
 DP4398.The orthometric height was determined by differential leveling and
 DP4398.adjusted by the NATIONAL GEODETIC SURVEY
 DP4398.in May 2016.
 DP4398
 DP4398.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP4398.GEOID18 height accuracy estimate available here.
 DP4398
 DP4398.Click photographs - Photos may exist for this station.
 DP4398
 DP4398.The dynamic height is computed by dividing the NAVD 88
 DP4398.geopotential number by the normal gravity value computed on the
 DP4398.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP4398.degrees latitude (g = 980.6199 gals.).
 DP4398
 DP4398.The modeled gravity was interpolated from observed gravity values.
 DP4398
 DP4398;                    North         East    Units  Estimated Accuracy
 DP4398;SPC MN S     -   155,752.7     855,640.2     MT  (+/- 3 meters HH1 GPS) 
 DP4398
 DP4398_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVJ7476916349(NAD 83)
 DP4398
 DP4398                          SUPERSEDED SURVEY CONTROL
 DP4398
 DP4398.No superseded survey control is available for this station.
 DP4398
 DP4398_MARKER: F = FLANGE-ENCASED ROD
 DP4398_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DP4398_STAMPING: 2404 A 2 2013
 DP4398_MARK LOGO: MNDT
 DP4398_PROJECTION: FLUSH
 DP4398_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DP4398_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DP4398_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP4398+SATELLITE: SATELLITE OBSERVATIONS - July 24, 2013
 DP4398_ROD/PIPE-DEPTH: 7.3 meters
 DP4398
 DP4398  HISTORY     - Date     Condition        Report By
 DP4398  HISTORY     - 20130724 MONUMENTED       MNDT
 DP4398
 DP4398                          STATION DESCRIPTION
 DP4398
 DP4398'DESCRIBED BY MN DEPT OF TRANSP 2013
 DP4398'THE STATION IS LOCATED ABOUT 8.8 MI (14.2 KM) EAST OF EMMONS, 8.7 MI
 DP4398'(14.0 KM) WEST-SOUTHWEST OF MYRTLE AND 5.3 MI (8.5 KM) SOUTH-SOUTHWEST
 DP4398'OF GLENVILLE.
 DP4398'
 DP4398'TO REACH THE MARK GO 4.4 MI (7.1 KM) SOUTHEAST ALONG TRUNK HIGHWAY 65
 DP4398'FROM THE SOUTH JUNCTION OF TRUNK HIGHWAY 65 AND COUNTY ROAD 13 IN
 DP4398'GLENVILLE TO TRUNK HIGHWAY 65 MILE POINT 301.05, THEN 3.8 MI (6.1 KM)
 DP4398'WEST AND SOUTH ALONG COUNTY ROAD 1.
 DP4398'
 DP4398'THE MARK IS LOCATED 61.1 FT (18.6 M) NORTH OF COUNTY ROAD 1, 0.1 MI
 DP4398'(0.2 KM) EAST OF 775TH AVENUE, 13.3 FT (4.1 M) EAST OF A FIELD
 DP4398'ENTRANCE, 1.5 FT (0.5 M) SOUTH OF A WITNESS POST.
 DP4398'
 DP4398'NOTE - THE STATION MARK CONSISTS OF A 3/4 INCH (19 MM) DIAMETER
 DP4398'ALUMINUM ROD DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL MARK
 DP4398'REMOVABLE DISK SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY
 DP4398'A SIX-INCH PVC PIPE BACKFILLED WITH WASHED SAND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DP4390 ***********************************************************************
 DP4390  DESIGNATION -  2404 B
 DP4390  PID         -  DP4390
 DP4390  STATE/COUNTY-  MN/FREEBORN
 DP4390  COUNTRY     -  US
 DP4390  USGS QUAD   -  GLENVILLE (2019)
 DP4390
 DP4390                         *CURRENT SURVEY CONTROL
 DP4390  ______________________________________________________________________
 DP4390* NAD 83(1986) POSITION- 43 31 45.44   (N) 093 15 23.91   (W)   HD_HELD1
 DP4390* NAVD 88 ORTHO HEIGHT -   370.721 (meters)     1216.27  (feet) ADJUSTED
 DP4390  ______________________________________________________________________
 DP4390  GEOID HEIGHT    -        -29.024 (meters)                     GEOID18
 DP4390  DYNAMIC HEIGHT  -        370.635 (meters)     1215.99  (feet) COMP
 DP4390  MODELED GRAVITY -    980,376.4   (mgal)                       NAVD 88
 DP4390
 DP4390  VERT ORDER      -  SECOND    CLASS I
 DP4390
 DP4390.The horizontal coordinates were determined by differentially corrected
 DP4390.hand held GPS observations or other comparable positioning techniques
 DP4390.and have an estimated accuracy of +/- 3 meters.
 DP4390
 DP4390.The orthometric height was determined by differential leveling and
 DP4390.adjusted by the NATIONAL GEODETIC SURVEY
 DP4390.in May 2016.
 DP4390
 DP4390.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP4390.GEOID18 height accuracy estimate available here.
 DP4390
 DP4390.Click photographs - Photos may exist for this station.
 DP4390
 DP4390.The dynamic height is computed by dividing the NAVD 88
 DP4390.geopotential number by the normal gravity value computed on the
 DP4390.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP4390.degrees latitude (g = 980.6199 gals.).
 DP4390
 DP4390.The modeled gravity was interpolated from observed gravity values.
 DP4390
 DP4390;                    North         East    Units  Estimated Accuracy
 DP4390;SPC MN S     -   159,085.3     860,094.3     MT  (+/- 3 meters HH1 GPS) 
 DP4390
 DP4390_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVJ7926219626(NAD 83)
 DP4390
 DP4390                          SUPERSEDED SURVEY CONTROL
 DP4390
 DP4390.No superseded survey control is available for this station.
 DP4390
 DP4390_MARKER: F = FLANGE-ENCASED ROD
 DP4390_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DP4390_STAMPING: 2404 B 2013
 DP4390_MARK LOGO: MNDT
 DP4390_PROJECTION: RECESSED 5 CENTIMETERS
 DP4390_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DP4390_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DP4390_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP4390+SATELLITE: SATELLITE OBSERVATIONS - July 24, 2013
 DP4390_ROD/PIPE-DEPTH: 11.9 meters
 DP4390
 DP4390  HISTORY     - Date     Condition        Report By
 DP4390  HISTORY     - 20130724 MONUMENTED       MNDT
 DP4390
 DP4390                          STATION DESCRIPTION
 DP4390
 DP4390'DESCRIBED BY MN DEPT OF TRANSP 2013
 DP4390'THE STATION IS LOCATED ABOUT 8.4 MI (13.5 KM) SOUTH OF HAYWARD, 5.3 MI
 DP4390'(8.5 KM) WEST-SOUTHWEST OF MYRTLE AND 3.2 MI (5.1 KM) SOUTH-SOUTHEAST
 DP4390'OF GLENVILLE.
 DP4390'
 DP4390'TO REACH THE MARK GO 3.35 MI (5.4 KM) SOUTHEAST ALONG TRUNK HIGHWAY 65
 DP4390'FROM THE SOUTH JUNCTION OF TRUNK HIGHWAY 65 AND COUNTY ROAD 13 IN
 DP4390'GLENVILLE, AT TRUNK HIGHWAY 65 MILE POINT 302.25.
 DP4390'
 DP4390'THE MARK IS LOCATED 27.2 FT (8.3 M) EAST OF TRUNK HIGHWAY 65, 0.1 MI
 DP4390'(0.2 KM) NORTH OF 120TH STREET, 1.5 FT (0.5 M) WEST OF A WITNESS POST.
 DP4390'NOTE - THE STATION MARK CONSISTS OF A 3/4 INCH (19 MM) DIAMETER
 DP4390'ALUMINUM ROD DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL MARK
 DP4390'REMOVABLE DISK SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY
 DP4390'A SIX-INCH PVC PIPE BACKFILLED WITH WASHED SAND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DP4389 ***********************************************************************
 DP4389  DESIGNATION -  2404 C
 DP4389  PID         -  DP4389
 DP4389  STATE/COUNTY-  MN/FREEBORN
 DP4389  COUNTRY     -  US
 DP4389  USGS QUAD   -  GLENVILLE (2019)
 DP4389
 DP4389                         *CURRENT SURVEY CONTROL
 DP4389  ______________________________________________________________________
 DP4389* NAD 83(2011) POSITION- 43 32 35.10454(N) 093 15 24.43985(W)   ADJUSTED
 DP4389* NAD 83(2011) ELLIP HT-   341.917 (meters)        (11/18/14)   ADJUSTED
 DP4389* NAD 83(2011) EPOCH   -  2010.00
 DP4389* NAVD 88 ORTHO HEIGHT -   370.940 (meters)     1216.99  (feet) ADJUSTED
 DP4389  ______________________________________________________________________
 DP4389  GEOID HEIGHT    -        -29.027 (meters)                     GEOID18
 DP4389  NAD 83(2011) X  -   -263,083.260 (meters)                     COMP
 DP4389  NAD 83(2011) Y  - -4,623,364.774 (meters)                     COMP
 DP4389  NAD 83(2011) Z  -  4,371,668.311 (meters)                     COMP
 DP4389  LAPLACE CORR    -          7.16  (seconds)                    DEFLEC18
 DP4389  DYNAMIC HEIGHT  -        370.854 (meters)     1216.71  (feet) COMP
 DP4389  MODELED GRAVITY -    980,376.7   (mgal)                       NAVD 88
 DP4389
 DP4389  VERT ORDER      -  SECOND    CLASS I
 DP4389
 DP4389  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DP4389  Standards:
 DP4389         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DP4389            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DP4389  -------------------------------------------------------------------
 DP4389  NETWORK    1.05   2.33           0.47   0.38   1.19      0.07728492
 DP4389  -------------------------------------------------------------------
 DP4389  Click here for local accuracies and other accuracy information.
 DP4389
 DP4389.The horizontal coordinates were established by GPS observations
 DP4389.and adjusted by the MN DEPT OF TRANSP in November 2014.
 DP4389
 DP4389.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DP4389.been affixed to the stable North American tectonic plate. See 
 DP4389.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DP4389
 DP4389.The horizontal coordinates are valid at the epoch date displayed above
 DP4389.which is a decimal equivalence of Year/Month/Day.
 DP4389
 DP4389.The orthometric height was determined by differential leveling and
 DP4389.adjusted by the NATIONAL GEODETIC SURVEY
 DP4389.in May 2016.
 DP4389
 DP4389.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP4389.GEOID18 height accuracy estimate available here.
 DP4389
 DP4389.Click photographs - Photos may exist for this station.
 DP4389
 DP4389.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DP4389
 DP4389.The Laplace correction was computed from DEFLEC18 derived deflections.
 DP4389
 DP4389.The ellipsoidal height was determined by GPS observations
 DP4389.and is referenced to NAD 83.
 DP4389
 DP4389.The dynamic height is computed by dividing the NAVD 88
 DP4389.geopotential number by the normal gravity value computed on the
 DP4389.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP4389.degrees latitude (g = 980.6199 gals.).
 DP4389
 DP4389.The modeled gravity was interpolated from observed gravity values.
 DP4389
 DP4389. The following values were computed from the NAD 83(2011) position.
 DP4389
 DP4389;                    North         East     Units Scale Factor Converg.
 DP4389;SPC MN S     -   160,617.979   860,068.510   MT  1.00006070   +0 31 15.4
 DP4389;SPC MN S     -   526,960.82  2,821,741.44   sFT  1.00006070   +0 31 15.4
 DP4389;UTM  15      - 4,821,158.315   479,254.842   MT  0.99960529   -0 10 36.8
 DP4389
 DP4389!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DP4389!SPC MN S     -   0.99994639  x   1.00006070  =   1.00000708
 DP4389!UTM  15      -   0.99994639  x   0.99960529  =   0.99955170
 DP4389
 DP4389_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVJ7925421158(NAD 83)
 DP4389
 DP4389                          SUPERSEDED SURVEY CONTROL
 DP4389
 DP4389  NAVD 88             370.95   (m)         1217.0    (f) LEVELING    3  
 DP4389
 DP4389.Superseded values are not recommended for survey control.
 DP4389
 DP4389.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DP4389.See file dsdata.pdf to determine how the superseded data were derived.
 DP4389
 DP4389_MARKER: I = METAL ROD
 DP4389_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DP4389_STAMPING: 2404 C 2013
 DP4389_MARK LOGO: MNDT
 DP4389_PROJECTION: FLUSH
 DP4389_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DP4389_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DP4389_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP4389+SATELLITE: SATELLITE OBSERVATIONS - June 26, 2014
 DP4389_ROD/PIPE-DEPTH: 12.5 meters
 DP4389
 DP4389  HISTORY     - Date     Condition        Report By
 DP4389  HISTORY     - 20130724 MONUMENTED       MNDT
 DP4389  HISTORY     - 20140626 GOOD             MNDT
 DP4389
 DP4389                          STATION DESCRIPTION
 DP4389
 DP4389'DESCRIBED BY MN DEPT OF TRANSP 2013
 DP4389'THE STATION IS LOCATED ABOUT 7.4 MI (11.9 KM) SOUTH OF HAYWARD, 4.9 MI
 DP4389'(7.9 KM) WEST-SOUTHWEST OF MYRTLE AND 2.4 MI (3.9 KM) SOUTH-SOUTHEAST
 DP4389'OF GLENVILLE.
 DP4389'
 DP4389'TO REACH THE MARK GO 2.35 MI (3.8 KM) SOUTHEAST ALONG TRUNK HIGHWAY 65
 DP4389'FROM THE SOUTH JUNCTION OF TRUNK HIGHWAY 65 AND COUNTY ROAD 13 IN
 DP4389'GLENVILLE TO TRUNK HIGHWAY 65 MILE POINT 303.15, THEN 0.05 MI (0.1 KM)
 DP4389'EAST ON COUNTY ROAD 7.
 DP4389'
 DP4389'THE MARK IS LOCATED 42.2 FT (12.9 M) SOUTH OF COUNTY ROAD 7 16.1 FT
 DP4389'(4.9 M) WEST OF A FIELD ENTRANCE, 5.0 FT (1.5 M) EAST OF A WITNESS
 DP4389'POST.
 DP4389'
 DP4389'NOTE - THE STATION MARK CONSISTS OF A 3/4 INCH (19 MM) DIAMETER
 DP4389'ALUMINUM ROD DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL MARK
 DP4389'REMOVABLE DISK SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY
 DP4389'A SIX-INCH PVC PIPE BACKFILLED WITH WASHED SAND.
 DP4389
 DP4389                          STATION RECOVERY (2014)
 DP4389
 DP4389'RECOVERY NOTE BY MN DEPT OF TRANSP 2014 (TXS)
 DP4389'2.35 MILES SOUTHEAST ALONG TRUNK HIGHWAY 65 FROM THE SOUTH JUNCTION OF
 DP4389'TRUNK HIGHWAY 65 AND COUNTY ROAD 13 (150TH STREET) IN GLENVILLE TO
 DP4389'TRUNK HIGHWAY 65 MILEPOINT 303.15, THEN 0.05 MILE EAST ON COUNTY ROAD
 DP4389'7 (130TH STREET), 42.2 FEET SOUTH OF COUNTY ROAD 7 (130TH STREET),
 DP4389'16.1 FEET WEST OF FIELD ENTRANCE, 5.0 FEET EAST OF WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DP4388 ***********************************************************************
 DP4388  DESIGNATION -  2404 D
 DP4388  PID         -  DP4388
 DP4388  STATE/COUNTY-  MN/FREEBORN
 DP4388  COUNTRY     -  US
 DP4388  USGS QUAD   -  GLENVILLE (2019)
 DP4388
 DP4388                         *CURRENT SURVEY CONTROL
 DP4388  ______________________________________________________________________
 DP4388* NAD 83(1986) POSITION- 43 33 17.45   (N) 093 15 56.32   (W)   HD_HELD1
 DP4388* NAVD 88 ORTHO HEIGHT -   371.443 (meters)     1218.64  (feet) ADJUSTED
 DP4388  ______________________________________________________________________
 DP4388  GEOID HEIGHT    -        -29.056 (meters)                     GEOID18
 DP4388  DYNAMIC HEIGHT  -        371.356 (meters)     1218.36  (feet) COMP
 DP4388  MODELED GRAVITY -    980,374.6   (mgal)                       NAVD 88
 DP4388
 DP4388  VERT ORDER      -  SECOND    CLASS I
 DP4388
 DP4388.The horizontal coordinates were determined by differentially corrected
 DP4388.hand held GPS observations or other comparable positioning techniques
 DP4388.and have an estimated accuracy of +/- 3 meters.
 DP4388
 DP4388.The orthometric height was determined by differential leveling and
 DP4388.adjusted by the NATIONAL GEODETIC SURVEY
 DP4388.in May 2016.
 DP4388
 DP4388.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP4388.GEOID18 height accuracy estimate available here.
 DP4388
 DP4388.Click photographs - Photos may exist for this station.
 DP4388
 DP4388.The dynamic height is computed by dividing the NAVD 88
 DP4388.geopotential number by the normal gravity value computed on the
 DP4388.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP4388.degrees latitude (g = 980.6199 gals.).
 DP4388
 DP4388.The modeled gravity was interpolated from observed gravity values.
 DP4388
 DP4388;                    North         East    Units  Estimated Accuracy
 DP4388;SPC MN S     -   161,918.4     859,341.1     MT  (+/- 3 meters HH1 GPS) 
 DP4388
 DP4388_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVJ7854322466(NAD 83)
 DP4388
 DP4388                          SUPERSEDED SURVEY CONTROL
 DP4388
 DP4388.No superseded survey control is available for this station.
 DP4388
 DP4388_MARKER: DB = BENCH MARK DISK
 DP4388_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DP4388_SP_SET: BRIDGE ABUTMENT
 DP4388_STAMPING: 2404 D 1979
 DP4388_MARK LOGO: MNHD
 DP4388_MAGNETIC: N = NO MAGNETIC MATERIAL
 DP4388_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DP4388_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DP4388+SATELLITE: SATELLITE OBSERVATIONS - April 01, 1979
 DP4388
 DP4388  HISTORY     - Date     Condition        Report By
 DP4388  HISTORY     - 19790401 MONUMENTED       MNHD
 DP4388  HISTORY     - 19790401 GOOD             MNDT
 DP4388
 DP4388                          STATION DESCRIPTION
 DP4388
 DP4388'DESCRIBED BY MN DEPT OF TRANSP 1979 (MPP)
 DP4388'THE STATION IS LOCATED ABOUT 6.7 MI (10.8 KM) SOUTH OF HAYWARD, 5.2 MI
 DP4388'(8.4 KM) WEST OF MYRTLE AND 1.4 MI (2.3 KM) SOUTH-SOUTHEAST OF
 DP4388'GLENVILLE.
 DP4388'
 DP4388'TO REACH THE MARK IN ABUTMENT IN SOUTHEAST CORNER OF TRUNK HIGHWAY 65
 DP4388'BRIDGE NUMBER 24004 OVER SHELL ROCK RIVER, 1.45 MI (2.3 KM) SOUTHEAST
 DP4388'ALONG TRUNK HIGHWAY 65 FROM SOUTH JUNCTION OF TRUNK HIGHWAY 65 AND
 DP4388'COUNTY ROAD 13/150TH STREET IN GLENVILLE, AT TRUNK HIGHWAY 65 MILE
 DP4388'POINT 304.05.
 DP4388'
 DP4388'THE MARK IS LOCATED 26.0 FT (7.9 M) NORTHEAST OF TRUNK HIGHWAY 65.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DP4385 ***********************************************************************
 DP4385  DESIGNATION -  2404 E
 DP4385  PID         -  DP4385
 DP4385  STATE/COUNTY-  MN/FREEBORN
 DP4385  COUNTRY     -  US
 DP4385  USGS QUAD   -  GLENVILLE (2019)
 DP4385
 DP4385                         *CURRENT SURVEY CONTROL
 DP4385  ______________________________________________________________________
 DP4385* NAD 83(1986) POSITION- 43 34 19.97   (N) 093 17 04.69   (W)   HD_HELD1
 DP4385* NAVD 88 ORTHO HEIGHT -   375.961 (meters)     1233.47  (feet) ADJUSTED
 DP4385  ______________________________________________________________________
 DP4385  GEOID HEIGHT    -        -29.115 (meters)                     GEOID18
 DP4385  DYNAMIC HEIGHT  -        375.871 (meters)     1233.17  (feet) COMP
 DP4385  MODELED GRAVITY -    980,370.4   (mgal)                       NAVD 88
 DP4385
 DP4385  VERT ORDER      -  SECOND    CLASS I
 DP4385
 DP4385.The horizontal coordinates were determined by differentially corrected
 DP4385.hand held GPS observations or other comparable positioning techniques
 DP4385.and have an estimated accuracy of +/- 3 meters.
 DP4385
 DP4385.The orthometric height was determined by differential leveling and
 DP4385.adjusted by the NATIONAL GEODETIC SURVEY
 DP4385.in May 2016.
 DP4385
 DP4385.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP4385.GEOID18 height accuracy estimate available here.
 DP4385
 DP4385.Click photographs - Photos may exist for this station.
 DP4385
 DP4385.The dynamic height is computed by dividing the NAVD 88
 DP4385.geopotential number by the normal gravity value computed on the
 DP4385.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP4385.degrees latitude (g = 980.6199 gals.).
 DP4385
 DP4385.The modeled gravity was interpolated from observed gravity values.
 DP4385
 DP4385;                    North         East    Units  Estimated Accuracy
 DP4385;SPC MN S     -   163,834.3     857,789.5     MT  (+/- 3 meters HH1 GPS) 
 DP4385
 DP4385_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVJ7701624400(NAD 83)
 DP4385
 DP4385                          SUPERSEDED SURVEY CONTROL
 DP4385
 DP4385.No superseded survey control is available for this station.
 DP4385
 DP4385_MARKER: I = METAL ROD
 DP4385_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DP4385_STAMPING: 2404 E 2013
 DP4385_MARK LOGO: MNDT
 DP4385_PROJECTION: RECESSED 3 CENTIMETERS
 DP4385_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DP4385_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DP4385_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP4385+SATELLITE: SATELLITE OBSERVATIONS - December 01, 2020
 DP4385_ROD/PIPE-DEPTH: 11.3 meters
 DP4385
 DP4385  HISTORY     - Date     Condition        Report By
 DP4385  HISTORY     - 20130724 MONUMENTED       MNDT
 DP4385  HISTORY     - 20201201 GOOD             MNDT
 DP4385
 DP4385                          STATION DESCRIPTION
 DP4385
 DP4385'DESCRIBED BY MN DEPT OF TRANSP 2013
 DP4385'THE STATION IS LOCATED ABOUT 6.1 MI (9.8 KM) WEST OF MYRTLE, 5.8 MI
 DP4385'(9.3 KM) SOUTH-SOUTHWEST OF HAYWARD AND IN THE TOWN OF GLENVILLE, MN.
 DP4385'
 DP4385'TO REACH THE MARK GO 0.05 MI (0.1 KM) NORTHWEST ALONG TRUNK HIGHWAY 65
 DP4385'FROM THE SOUTH JUNCTION OF TRUNK HIGHWAY 65 AND COUNTY ROAD 13 IN
 DP4385'GLENVILLE, AT TRUNK HIGHWAY 65 MILE POINT 305.55.
 DP4385'
 DP4385'THE MARK IS LOCATED 27.3 FT (8.3 M) NORTHEAST OF TRUNK HIGHWAY 65,
 DP4385'57.4 FT (17.5 M) SOUTHEAST OF FIRST STREET SOUTHWEST, 1.5 FT (0.5 M)
 DP4385'SOUTHEAST OF A WITNESS POST.
 DP4385'
 DP4385'NOTE - THE STATION MARK CONSISTS OF A 3/4 INCH (19 MM) DIAMETER
 DP4385'ALUMINUM ROD DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL MARK
 DP4385'REMOVABLE DISK SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY
 DP4385'A SIX-INCH PVC PIPE BACKFILLED WITH WASHED SAND.
 DP4385
 DP4385                          STATION RECOVERY (2020)
 DP4385
 DP4385'RECOVERY NOTE BY MN DEPT OF TRANSP 2020 (KMS)
 DP4385'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DP4384 ***********************************************************************
 DP4384  DESIGNATION -  2404 F
 DP4384  PID         -  DP4384
 DP4384  STATE/COUNTY-  MN/FREEBORN
 DP4384  COUNTRY     -  US
 DP4384  USGS QUAD   -  GLENVILLE (2019)
 DP4384
 DP4384                         *CURRENT SURVEY CONTROL
 DP4384  ______________________________________________________________________
 DP4384* NAD 83(1986) POSITION- 43 34 51.63   (N) 093 17 53.24   (W)   HD_HELD1
 DP4384* NAVD 88 ORTHO HEIGHT -   375.076 (meters)     1230.56  (feet) ADJUSTED
 DP4384  ______________________________________________________________________
 DP4384  GEOID HEIGHT    -        -29.155 (meters)                     GEOID18
 DP4384  DYNAMIC HEIGHT  -        374.986 (meters)     1230.27  (feet) COMP
 DP4384  MODELED GRAVITY -    980,367.5   (mgal)                       NAVD 88
 DP4384
 DP4384  VERT ORDER      -  SECOND    CLASS I
 DP4384
 DP4384.The horizontal coordinates were determined by differentially corrected
 DP4384.hand held GPS observations or other comparable positioning techniques
 DP4384.and have an estimated accuracy of +/- 3 meters.
 DP4384
 DP4384.The orthometric height was determined by differential leveling and
 DP4384.adjusted by the NATIONAL GEODETIC SURVEY
 DP4384.in May 2016.
 DP4384
 DP4384.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP4384.GEOID18 height accuracy estimate available here.
 DP4384
 DP4384.Click photographs - Photos may exist for this station.
 DP4384
 DP4384.The dynamic height is computed by dividing the NAVD 88
 DP4384.geopotential number by the normal gravity value computed on the
 DP4384.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP4384.degrees latitude (g = 980.6199 gals.).
 DP4384
 DP4384.The modeled gravity was interpolated from observed gravity values.
 DP4384
 DP4384;                    North         East    Units  Estimated Accuracy
 DP4384;SPC MN S     -   164,802.0     856,691.7     MT  (+/- 3 meters HH1 GPS) 
 DP4384
 DP4384_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVJ7593025381(NAD 83)
 DP4384
 DP4384                          SUPERSEDED SURVEY CONTROL
 DP4384
 DP4384.No superseded survey control is available for this station.
 DP4384
 DP4384_MARKER: F = FLANGE-ENCASED ROD
 DP4384_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DP4384_STAMPING: 2404 F 2013
 DP4384_MARK LOGO: MNDT
 DP4384_PROJECTION: RECESSED 5 CENTIMETERS
 DP4384_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DP4384_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DP4384_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP4384+SATELLITE: SATELLITE OBSERVATIONS - December 01, 2020
 DP4384_ROD/PIPE-DEPTH: 13.7 meters
 DP4384
 DP4384  HISTORY     - Date     Condition        Report By
 DP4384  HISTORY     - 20130724 MONUMENTED       MNDT
 DP4384  HISTORY     - 20201201 GOOD             MNDT
 DP4384
 DP4384                          STATION DESCRIPTION
 DP4384
 DP4384'DESCRIBED BY MN DEPT OF TRANSP 2013
 DP4384'THE STATION IS LOCATED ABOUT 5.8 MI (9.3 KM) SOUTHEAST OF ALBERT LEA,
 DP4384'5.5 MI (8.8 KM) SOUTH-SOUTHWEST OF HAYWARD AND 1.0 MI (1.6 KM)
 DP4384'NORTHWEST OF GLENVILLE.
 DP4384'
 DP4384'TO REACH THE MARK GO 0.8 MI (1.3 KM) NORTHWEST ALONG TRUNK HIGHWAY 65
 DP4384'FROM THE NORTH JUNCTION OF TRUNK HIGHWAY 65 AND COUNTY ROAD 13 (WEST
 DP4384'MAIN STREET) IN GLENVILLE, AT TRUNK HIGHWAY 65 MILE POINT 306.45.
 DP4384'
 DP4384'THE MARK IS LOCATED 47.3 FT (14.4 M) NORTHEAST OF TRUNK HIGHWAY 65,
 DP4384'0.5 MI (0.8 KM) SOUTHEAST OF 160TH STREET, 12.3 FT (3.7 M) NORTHWEST
 DP4384'OF A FIELD ENTRANCE, 1.8 FT (0.5 M) SOUTHWEST OF A WITNESS POST.
 DP4384'
 DP4384'NOTE - THE STATION MARK CONSISTS OF A 3/4 INCH (19 MM) DIAMETER
 DP4384'ALUMINUM ROD DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL MARK
 DP4384'REMOVABLE DISK SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY
 DP4384'A SIX-INCH PVC PIPE BACKFILLED WITH WASHED SAND.
 DP4384
 DP4384                          STATION RECOVERY (2020)
 DP4384
 DP4384'RECOVERY NOTE BY MN DEPT OF TRANSP 2020 (KMS)
 DP4384'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DP4380 ***********************************************************************
 DP4380  DESIGNATION -  2404 G
 DP4380  PID         -  DP4380
 DP4380  STATE/COUNTY-  MN/FREEBORN
 DP4380  COUNTRY     -  US
 DP4380  USGS QUAD   -  GLENVILLE (2019)
 DP4380
 DP4380                         *CURRENT SURVEY CONTROL
 DP4380  ______________________________________________________________________
 DP4380* NAD 83(1986) POSITION- 43 36 24.11   (N) 093 20 00.09   (W)   HD_HELD1
 DP4380* NAVD 88 ORTHO HEIGHT -   381.261 (meters)     1250.85  (feet) ADJUSTED
 DP4380  ______________________________________________________________________
 DP4380  GEOID HEIGHT    -        -29.239 (meters)                     GEOID18
 DP4380  DYNAMIC HEIGHT  -        381.167 (meters)     1250.55  (feet) COMP
 DP4380  MODELED GRAVITY -    980,362.1   (mgal)                       NAVD 88
 DP4380
 DP4380  VERT ORDER      -  SECOND    CLASS I
 DP4380
 DP4380.The horizontal coordinates were determined by differentially corrected
 DP4380.hand held GPS observations or other comparable positioning techniques
 DP4380.and have an estimated accuracy of +/- 3 meters.
 DP4380
 DP4380.The orthometric height was determined by differential leveling and
 DP4380.adjusted by the NATIONAL GEODETIC SURVEY
 DP4380.in May 2016.
 DP4380
 DP4380.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP4380.GEOID18 height accuracy estimate available here.
 DP4380
 DP4380.Click photographs - Photos may exist for this station.
 DP4380
 DP4380.The dynamic height is computed by dividing the NAVD 88
 DP4380.geopotential number by the normal gravity value computed on the
 DP4380.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP4380.degrees latitude (g = 980.6199 gals.).
 DP4380
 DP4380.The modeled gravity was interpolated from observed gravity values.
 DP4380
 DP4380;                    North         East    Units  Estimated Accuracy
 DP4380;SPC MN S     -   167,632.4     853,822.4     MT  (+/- 3 meters HH1 GPS) 
 DP4380
 DP4380_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVJ7309728245(NAD 83)
 DP4380
 DP4380                          SUPERSEDED SURVEY CONTROL
 DP4380
 DP4380.No superseded survey control is available for this station.
 DP4380
 DP4380_MARKER: I = METAL ROD
 DP4380_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DP4380_STAMPING: 2404 G 2013
 DP4380_MARK LOGO: MNDT
 DP4380_PROJECTION: RECESSED 5 CENTIMETERS
 DP4380_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DP4380_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DP4380_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP4380+SATELLITE: SATELLITE OBSERVATIONS - July 27, 2016
 DP4380_ROD/PIPE-DEPTH: 12.2 meters
 DP4380
 DP4380  HISTORY     - Date     Condition        Report By
 DP4380  HISTORY     - 20130724 MONUMENTED       MNDT
 DP4380  HISTORY     - 20160727 GOOD             MNDT
 DP4380
 DP4380                          STATION DESCRIPTION
 DP4380
 DP4380'DESCRIBED BY MN DEPT OF TRANSP 2013
 DP4380'THE STATION IS LOCATED ABOUT 5.4 MI (8.7 KM) SOUTHWEST OF HAYWARD, 3.5
 DP4380'MI (5.6 KM) NORTHWEST OF GLENVILLE AND 3.3 MI (5.3 KM) SOUTH-SOUTHEAST
 DP4380'OF ALBERT LEA.
 DP4380'
 DP4380'TO REACH THE MARK GO 0.55 MI (0.9 KM) SOUTHEAST ALONG TRUNK HIGHWAY 65
 DP4380'FROM THE SOUTH JUNCTION OF TRUNK HIGHWAY 65 AND INTERSTATE HIGHWAY 35
 DP4380'AT TRUNK HIGHWAY 65 MILE POINT 308.95, 0.25 MI (0.4 KM) SOUTHEAST OF
 DP4380'766TH AVENUE.
 DP4380'
 DP4380'THE MARK IS LOCATED 61.2 FT (18.7 M) NORTHEAST OF TRUNK HIGHWAY 65,
 DP4380'21.8 FT (6.6 M) NORTHWEST OF A FIELD ENTRANCE.
 DP4380'
 DP4380'NOTE - THE STATION MARK CONSISTS OF A 3/4 INCH (19 MM) DIAMETER
 DP4380'ALUMINUM ROD DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL MARK
 DP4380'REMOVABLE DISK SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY
 DP4380'A SIX-INCH PVC PIPE BACKFILLED WITH WASHED SAND.
 DP4380
 DP4380                          STATION RECOVERY (2016)
 DP4380
 DP4380'RECOVERY NOTE BY MN DEPT OF TRANSP 2016 (MAS)
 DP4380'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DP4379 ***********************************************************************
 DP4379  DESIGNATION -  2404 H
 DP4379  PID         -  DP4379
 DP4379  STATE/COUNTY-  MN/FREEBORN
 DP4379  COUNTRY     -  US
 DP4379  USGS QUAD   -  GLENVILLE (2019)
 DP4379
 DP4379                         *CURRENT SURVEY CONTROL
 DP4379  ______________________________________________________________________
 DP4379* NAD 83(1986) POSITION- 43 36 47.29   (N) 093 20 37.66   (W)   HD_HELD1
 DP4379* NAVD 88 ORTHO HEIGHT -   389.385 (meters)     1277.51  (feet) ADJUSTED
 DP4379  ______________________________________________________________________
 DP4379  GEOID HEIGHT    -        -29.259 (meters)                     GEOID18
 DP4379  DYNAMIC HEIGHT  -        389.288 (meters)     1277.19  (feet) COMP
 DP4379  MODELED GRAVITY -    980,360.7   (mgal)                       NAVD 88
 DP4379
 DP4379  VERT ORDER      -  SECOND    CLASS I
 DP4379
 DP4379.The horizontal coordinates were determined by differentially corrected
 DP4379.hand held GPS observations or other comparable positioning techniques
 DP4379.and have an estimated accuracy of +/- 3 meters.
 DP4379
 DP4379.The orthometric height was determined by differential leveling and
 DP4379.adjusted by the NATIONAL GEODETIC SURVEY
 DP4379.in May 2016.
 DP4379
 DP4379.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP4379.GEOID18 height accuracy estimate available here.
 DP4379
 DP4379.Click photographs - Photos may exist for this station.
 DP4379
 DP4379.The dynamic height is computed by dividing the NAVD 88
 DP4379.geopotential number by the normal gravity value computed on the
 DP4379.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP4379.degrees latitude (g = 980.6199 gals.).
 DP4379
 DP4379.The modeled gravity was interpolated from observed gravity values.
 DP4379
 DP4379;                    North         East    Units  Estimated Accuracy
 DP4379;SPC MN S     -   168,340.9     852,974.1     MT  (+/- 3 meters HH1 GPS) 
 DP4379
 DP4379_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVJ7225828963(NAD 83)
 DP4379
 DP4379                          SUPERSEDED SURVEY CONTROL
 DP4379
 DP4379.No superseded survey control is available for this station.
 DP4379
 DP4379_MARKER: F = FLANGE-ENCASED ROD
 DP4379_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DP4379_STAMPING: 2404 H 2013
 DP4379_MARK LOGO: MNDT
 DP4379_PROJECTION: RECESSED 5 CENTIMETERS
 DP4379_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DP4379_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DP4379_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP4379+SATELLITE: SATELLITE OBSERVATIONS - July 27, 2016
 DP4379_ROD/PIPE-DEPTH: 7.6 meters
 DP4379
 DP4379  HISTORY     - Date     Condition        Report By
 DP4379  HISTORY     - 20130724 MONUMENTED       MNDT
 DP4379  HISTORY     - 20160727 GOOD             MNDT
 DP4379
 DP4379                          STATION DESCRIPTION
 DP4379
 DP4379'DESCRIBED BY MN DEPT OF TRANSP 2013
 DP4379'THE STATION IS LOCATED ABOUT 5.6 MI (9.0 KM) WEST-SOUTHWEST OF
 DP4379'HAYWARD, 4.2 MI (6.8 KM) NORTHWEST OF GLENVILLE AND 2.7 MI (4.3 KM)
 DP4379'SOUTH-SOUTHEAST OF ALBERT LEA.
 DP4379'
 DP4379'TO REACH THE MARK GO 0.1 MI (0.2 KM) NORTHWEST ALONG TRUNK HIGHWAY 65
 DP4379'FROM THE SOUTH JUNCTION OF TRUNK HIGHWAY 65 AND INTERSTATE HIGHWAY 35
 DP4379'AT TRUNK HIGHWAY 65 MILE POINT 309.6.
 DP4379'
 DP4379'THE MARK IS LOCATED 47.2 FT (14.4 M) NORTHEAST OF NORTHBOUND TRUNK
 DP4379'HIGHWAY 65, 98.0 FT (29.9 M) SOUTHEAST OF EXTENDED COUNTY ROAD 84 49.9
 DP4379'FT (15.2 M) NORTHWEST OF LIGHT POLE, 1.5 FT (0.5 M) SOUTHWEST OF A
 DP4379'WITNESS POST.
 DP4379'
 DP4379'NOTE - THE STATION MARK CONSISTS OF A 3/4 INCH (19 MM) DIAMETER
 DP4379'ALUMINUM ROD DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL MARK
 DP4379'REMOVABLE DISK SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY
 DP4379'A SIX-INCH PVC PIPE BACKFILLED WITH WASHED SAND.
 DP4379
 DP4379                          STATION RECOVERY (2016)
 DP4379
 DP4379'RECOVERY NOTE BY MN DEPT OF TRANSP 2016 (MAS)
 DP4379'RECOVERED AS DESCRIBED.
 DP4379'
 DP4379'NOTE-THE STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM ROD
 DP4379'DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION REMOVABLE DISK
 DP4379'SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH PVC
 DP4379'PIPE BACK FILLED WITH WASHED SAND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 OO0516 ***********************************************************************
 OO0516  DESIGNATION -  2405 B
 OO0516  PID         -  OO0516
 OO0516  STATE/COUNTY-  MN/FREEBORN
 OO0516  COUNTRY     -  US
 OO0516  USGS QUAD   -  ALBERT LEA EAST (2019)
 OO0516
 OO0516                         *CURRENT SURVEY CONTROL
 OO0516  ______________________________________________________________________
 OO0516* NAD 83(1986) POSITION- 43 41 03.89   (N) 093 19 44.12   (W)   HD_HELD1
 OO0516* NAVD 88 ORTHO HEIGHT -   394.652 (meters)     1294.79  (feet) ADJUSTED
 OO0516  ______________________________________________________________________
 OO0516  GEOID HEIGHT    -        -29.173 (meters)                     GEOID18
 OO0516  DYNAMIC HEIGHT  -        394.559 (meters)     1294.48  (feet) COMP
 OO0516  MODELED GRAVITY -    980,372.7   (mgal)                       NAVD 88
 OO0516
 OO0516  VERT ORDER      -  SECOND    CLASS I
 OO0516
 OO0516.The horizontal coordinates were determined by differentially corrected
 OO0516.hand held GPS observations or other comparable positioning techniques
 OO0516.and have an estimated accuracy of +/- 3 meters.
 OO0516
 OO0516.The orthometric height was determined by differential leveling and
 OO0516.adjusted by the NATIONAL GEODETIC SURVEY
 OO0516.in May 2019.
 OO0516
 OO0516.Significant digits in the geoid height do not necessarily reflect accuracy.
 OO0516.GEOID18 height accuracy estimate available here.
 OO0516
 OO0516.Click photographs - Photos may exist for this station.
 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     -   176,270.0     854,109.7     MT  (+/- 3 meters HH1 GPS) 
 OO0516
 OO0516_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVJ7348936874(NAD 83)
 OO0516
 OO0516                          SUPERSEDED SURVEY CONTROL
 OO0516
 OO0516  NAVD 88 (06/15/91)  394.651  (m)         1294.78   (f) SUPERSEDED  1 2
 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
 OO0516.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OO0516.See file dsdata.pdf to determine how the superseded data were derived.
 OO0516
 OO0516_MARKER: DB = BENCH MARK DISK
 OO0516_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 OO0516_SP_SET: BRIDGE ABUTMENT
 OO0516_STAMPING: 2405 B 1969
 OO0516_MARK LOGO: MNHD
 OO0516_MAGNETIC: N = NO MAGNETIC MATERIAL
 OO0516_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OO0516_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 OO0516+SATELLITE: SATELLITE OBSERVATIONS - June 29, 2016
 OO0516
 OO0516  HISTORY     - Date     Condition        Report By
 OO0516  HISTORY     - 19690401 MONUMENTED       MNHD
 OO0516  HISTORY     - 1973     GOOD             MNDT
 OO0516  HISTORY     - 1980     GOOD             MNDT
 OO0516  HISTORY     - 19900907 GOOD             NGS
 OO0516  HISTORY     - 20000907 GOOD             MNDT
 OO0516  HISTORY     - 20110926 GOOD             MNDT
 OO0516  HISTORY     - 20160629 GOOD             MNDT
 OO0516
 OO0516                          STATION DESCRIPTION
 OO0516
 OO0516'DESCRIBED BY MN HIGHWAY DEPT 1969
 OO0516'1.8 MI N FROM ALBERT LEA.
 OO0516'MARK IS LOCATED 1.8 MILES NORTH OF THE JUNCTION OF T.H. 16 AND T.H.
 OO0516'65, 0.4 MILES WEST OF FAI 35, 0.2 MILES NORTH OF THE RESIDENT HIGHWAY
 OO0516'DEPARTMENT OFFICE BUILDING, IN THE SOUTHEAST CORNER OF BRIDGE NO.
 OO0516'24823, T.H. 65 OVER FAI 90.  NW 1/4 SECTION 35, T 103N, R 21W.
 OO0516
 OO0516                          STATION RECOVERY (1973)
 OO0516
 OO0516'RECOVERY NOTE BY MN DEPT OF TRANSP 1973
 OO0516'RECOVERED IN GOOD CONDITION.
 OO0516
 OO0516                          STATION RECOVERY (1980)
 OO0516
 OO0516'RECOVERY NOTE BY MN DEPT OF TRANSP 1980
 OO0516'THE MARK WAS RECOVERED IN GOOD CONDITION AS DESCRIBED IN NGS LINE 105
 OO0516'MINN AND IS LOCATED ABOUT 0.4 MILE WEST ALONG INTERSTATE HIGHWAY 90
 OO0516'FROM ITS JUNCTION WITH INTERSTATE HIGHWAY 35 AND IS NEAR HIGHWAY 90
 OO0516'MILE POINT 159.1 IN THE NW 1/4 OF SECTION 35, T103N, R21W.  THE MARK
 OO0516'IS 22.5 FEET EAST OF AND ABOUT LEVEL WITH THE CENTERLINE OF COUNTY
 OO0516'ROAD 45 IN THE ABUTMENT IN THE SOUTHEAST CORNER OF BRIDGE NUMBER
 OO0516'24823 CARRYING COUNTY ROAD 45 OVER HIGHWAY 90.  THE MARK, A STANDARD
 OO0516'MNHD BENCH MARK DISK STAMPED---2405 B 1969---, IS CEMENTED IN A DRILL
 OO0516'HOLE IN THE ABUTMENT.
 OO0516
 OO0516                          STATION RECOVERY (1990)
 OO0516
 OO0516'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990
 OO0516'0.6 KM (0.4 MI) WESTERLY ALONG INTERSTATE HIGHWAY 90 FROM THE
 OO0516'JUNCTION OF INTERSTATE HIGHWAY 35 (EXIT 159) IN ALBERT LEA, IN TOP OF
 OO0516'AND 2.6 M (8.5 FT) NORTHWEST OF THE SOUTHEAST END OF THE SOUTH
 OO0516'CONCRETE ABUTMENT OF COUNTY ROAD 45 OVERPASS (NUMBER 24823) OF THE
 OO0516'HIGHWAY, 28.3 M (92.8 FT) SOUTH OF THE CENTERLINE OF THE EASTBOUND
 OO0516'LANES OF THE HIGHWAY, AND 6.9 M (22.6 FT) EAST OF AND LEVEL WITH THE
 OO0516'ROAD CENTERLINE.
 OO0516
 OO0516                          STATION RECOVERY (2000)
 OO0516
 OO0516'RECOVERY NOTE BY MN DEPT OF TRANSP 2000 (WAS)
 OO0516'RECOVERED IN GOOD CONDITION. NOTE--THE MARK IS AT FAI 90 MILEPOST
 OO0516'159.25.
 OO0516
 OO0516                          STATION RECOVERY (2011)
 OO0516
 OO0516'RECOVERY NOTE BY MN DEPT OF TRANSP 2011 (KMS)
 OO0516'RECOVERED IN GOOD CONDITION.
 OO0516
 OO0516                          STATION RECOVERY (2016)
 OO0516
 OO0516'RECOVERY NOTE BY MN DEPT OF TRANSP 2016 (KMS)
 OO0516'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DQ5888 ***********************************************************************
 DQ5888  DESIGNATION -  2405 B 1 RESET
 DQ5888  PID         -  DQ5888
 DQ5888  STATE/COUNTY-  MN/FREEBORN
 DQ5888  COUNTRY     -  US
 DQ5888  USGS QUAD   -  ALBERT LEA EAST (2019)
 DQ5888
 DQ5888                         *CURRENT SURVEY CONTROL
 DQ5888  ______________________________________________________________________
 DQ5888* NAD 83(1986) POSITION- 43 40 34.76   (N) 093 19 45.33   (W)   HD_HELD1
 DQ5888* NAVD 88 ORTHO HEIGHT -   393.702 (meters)     1291.67  (feet) ADJUSTED
 DQ5888  ______________________________________________________________________
 DQ5888  GEOID HEIGHT    -        -29.182 (meters)                     GEOID18
 DQ5888  DYNAMIC HEIGHT  -        393.609 (meters)     1291.37  (feet) COMP
 DQ5888  MODELED GRAVITY -    980,371.5   (mgal)                       NAVD 88
 DQ5888
 DQ5888  VERT ORDER      -  SECOND    CLASS I
 DQ5888
 DQ5888.The horizontal coordinates were determined by differentially corrected
 DQ5888.hand held GPS observations or other comparable positioning techniques
 DQ5888.and have an estimated accuracy of +/- 3 meters.
 DQ5888
 DQ5888.The orthometric height was determined by differential leveling and
 DQ5888.adjusted by the NATIONAL GEODETIC SURVEY
 DQ5888.in May 2019.
 DQ5888
 DQ5888.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ5888.GEOID18 height accuracy estimate available here.
 DQ5888
 DQ5888.Click photographs - Photos may exist for this station.
 DQ5888
 DQ5888.The dynamic height is computed by dividing the NAVD 88
 DQ5888.geopotential number by the normal gravity value computed on the
 DQ5888.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ5888.degrees latitude (g = 980.6199 gals.).
 DQ5888
 DQ5888.The modeled gravity was interpolated from observed gravity values.
 DQ5888
 DQ5888;                    North         East    Units  Estimated Accuracy
 DQ5888;SPC MN S     -   175,370.8     854,090.0     MT  (+/- 3 meters HH1 GPS) 
 DQ5888
 DQ5888_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVJ7345835976(NAD 83)
 DQ5888
 DQ5888                          SUPERSEDED SURVEY CONTROL
 DQ5888
 DQ5888.No superseded survey control is available for this station.
 DQ5888
 DQ5888_MARKER: I = METAL ROD
 DQ5888_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DQ5888_STAMPING: 2405 B 1 RESET 2016
 DQ5888_MARK LOGO: MNDT
 DQ5888_PROJECTION: FLUSH
 DQ5888_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DQ5888_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ5888_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ5888+SATELLITE: SATELLITE OBSERVATIONS - June 30, 2016
 DQ5888_ROD/PIPE-DEPTH: 4.6 meters
 DQ5888
 DQ5888  HISTORY     - Date     Condition        Report By
 DQ5888  HISTORY     - 20160630 MONUMENTED       MNDT
 DQ5888
 DQ5888                          STATION DESCRIPTION
 DQ5888
 DQ5888'DESCRIBED BY MN DEPT OF TRANSP 2016
 DQ5888'THE MARK IS LOCATED ABOUT IN ALBERT LEA.
 DQ5888'
 DQ5888'TO REACH THE MARK GO 0.75 MI (1.21 KM) NORTH ALONG COUNTY ROAD 45
 DQ5888'(SORENSON ROAD) FROM THE JUNCTION OF COUNTY ROAD 45 AND TRUNK HIGHWAY
 DQ5888'65 IN ALBERT LEA.
 DQ5888'
 DQ5888'THE MARK IS LOCATED 76.6 FT (23.3 M) WEST OF COUNTY ROAD 45, 33.4 FT
 DQ5888'(10.2 M) SOUTH OF ENTRANCE TO MINNESOTA DEPARTMENT OF TRANSPORTATION
 DQ5888'TRUCK STATION (DRIVEWAY NUMBER 22231), 28.5 FT (8.7 M) WEST-NORTHWEST
 DQ5888'OF POWER POLE WITH 2 GUIDE WIRES, 15.0 FT (4.6 M) NORTH OF A WITNESS
 DQ5888'POST.
 DQ5888'
 DQ5888'NOTE-THE STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM ROD
 DQ5888'DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION REMOVABLE DISK
 DQ5888'SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH PVC
 DQ5888'PIPE BACK FILLED WITH WASHED SAND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 OO1483 ***********************************************************************
 OO1483  DESIGNATION -  2405 C
 OO1483  PID         -  OO1483
 OO1483  STATE/COUNTY-  MN/FREEBORN
 OO1483  COUNTRY     -  US
 OO1483  USGS QUAD   -  ALBERT LEA EAST (2019)
 OO1483
 OO1483                         *CURRENT SURVEY CONTROL
 OO1483  ______________________________________________________________________
 OO1483* NAD 83(1986) POSITION- 43 39 08.91   (N) 093 20 37.04   (W)   HD_HELD1
 OO1483* NAVD 88 ORTHO HEIGHT -   378.151 (meters)     1240.65  (feet) ADJUSTED
 OO1483  ______________________________________________________________________
 OO1483  GEOID HEIGHT    -        -29.235 (meters)                     GEOID18
 OO1483  DYNAMIC HEIGHT  -        378.059 (meters)     1240.35  (feet) COMP
 OO1483  MODELED GRAVITY -    980,366.0   (mgal)                       NAVD 88
 OO1483
 OO1483  VERT ORDER      -  SECOND    CLASS I
 OO1483
 OO1483.The horizontal coordinates were determined by differentially corrected
 OO1483.hand held GPS observations or other comparable positioning techniques
 OO1483.and have an estimated accuracy of +/- 3 meters.
 OO1483
 OO1483.The orthometric height was determined by differential leveling and
 OO1483.adjusted by the NATIONAL GEODETIC SURVEY
 OO1483.in June 1991.
 OO1483
 OO1483.Significant digits in the geoid height do not necessarily reflect accuracy.
 OO1483.GEOID18 height accuracy estimate available here.
 OO1483
 OO1483.Click photographs - Photos may exist for this station.
 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     -   172,711.8     852,952.9     MT  (+/- 3 meters HH1 GPS) 
 OO1483
 OO1483_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVJ7229033332(NAD 83)
 OO1483
 OO1483                          SUPERSEDED SURVEY CONTROL
 OO1483
 OO1483.No superseded survey control is available for this station.
 OO1483
 OO1483_MARKER: DV = VERTICAL CONTROL DISK
 OO1483_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 OO1483_STAMPING: 2405 C 1981
 OO1483_MARK LOGO: MNDT
 OO1483_PROJECTION: FLUSH
 OO1483_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 OO1483_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OO1483_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OO1483+SATELLITE: SATELLITE OBSERVATIONS - June 25, 2013
 OO1483
 OO1483  HISTORY     - Date     Condition        Report By
 OO1483  HISTORY     - 19810401 MONUMENTED       MNDT
 OO1483  HISTORY     - 20130625 GOOD             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.
 OO1483
 OO1483                          STATION RECOVERY (2013)
 OO1483
 OO1483'RECOVERY NOTE BY MN DEPT OF TRANSP 2013 (KMS)
 OO1483'THE STATION IS LOCATED ABOUT 6.3 MI (10.1 KM) NORTH-NORTHWEST OF
 OO1483'GLENVILLE, 5.0 MI (8.0 KM) WEST OF HAYWARD AND 1.3 MI (2.1 KM)
 OO1483'EAST-NORTHEAST OF ALBERT LEA.
 OO1483'
 OO1483'TO REACH THE MARK GO 1.6 MI (2.6 KM) SOUTHWEST OF THE JUNCTION OF
 OO1483'TRUNK HIGHWAY 65 AND INTERSTATE HIGHWAY 35, AT TRUNK HIGHWAY 65 MILE
 OO1483'POINT 313.85.
 OO1483'
 OO1483'THE MARK IS LOCATED 70.5 FT (21.5 M) SOUTH OF TRUNK HIGHWAY 65 (EAST
 OO1483'MAIN STREET), 229 FT (69.8 M) EAST OF FENTON AVENUE, 98.6 FT (30.1 M)
 OO1483'NORTHWEST OF THE NORTHEAST CORNER OF FARM SUPPLY METAL BUILDING, ON
 OO1483'NORTH SIDE OF PARKING LOT TO COUNTRY STORE AND COUNTRY FARM, 4.0 FT
 OO1483'(1.2 M) NORTH OF EDGE OF PARKING LOT, 0.9 FT (27 CM) NORTH OF A
 OO1483'WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 OO1481 ***********************************************************************
 OO1481  DESIGNATION -  2405 F
 OO1481  PID         -  OO1481
 OO1481  STATE/COUNTY-  MN/FREEBORN
 OO1481  COUNTRY     -  US
 OO1481  USGS QUAD   -  ALBERT LEA EAST (2019)
 OO1481
 OO1481                         *CURRENT SURVEY CONTROL
 OO1481  ______________________________________________________________________
 OO1481* NAD 83(1986) POSITION- 43 39 07.89   (N) 093 21 38.33   (W)   HD_HELD1
 OO1481* NAVD 88 ORTHO HEIGHT -   372.449 (meters)     1221.94  (feet) ADJUSTED
 OO1481  ______________________________________________________________________
 OO1481  GEOID HEIGHT    -        -29.269 (meters)                     GEOID18
 OO1481  DYNAMIC HEIGHT  -        372.358 (meters)     1221.64  (feet) COMP
 OO1481  MODELED GRAVITY -    980,362.7   (mgal)                       NAVD 88
 OO1481
 OO1481  VERT ORDER      -  FIRST     CLASS II
 OO1481
 OO1481.The horizontal coordinates were determined by differentially corrected
 OO1481.hand held GPS observations or other comparable positioning techniques
 OO1481.and have an estimated accuracy of +/- 3 meters.
 OO1481
 OO1481.The orthometric height was determined by differential leveling and
 OO1481.adjusted by the NATIONAL GEODETIC SURVEY
 OO1481.in June 1991.
 OO1481
 OO1481.Significant digits in the geoid height do not necessarily reflect accuracy.
 OO1481.GEOID18 height accuracy estimate available here.
 OO1481
 OO1481.Click photographs - Photos may exist for this station.
 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     -   172,669.4     851,579.7     MT  (+/- 3 meters HH1 GPS) 
 OO1481
 OO1481_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVJ7091733306(NAD 83)
 OO1481
 OO1481                          SUPERSEDED SURVEY CONTROL
 OO1481
 OO1481.No superseded survey control is available for this station.
 OO1481
 OO1481_MARKER: DB = BENCH MARK 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: MNHD
 OO1481_MAGNETIC: N = NO MAGNETIC MATERIAL
 OO1481_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OO1481_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 OO1481+SATELLITE: SATELLITE OBSERVATIONS - July 26, 2016
 OO1481
 OO1481  HISTORY     - Date     Condition        Report By
 OO1481  HISTORY     - 19810401 MONUMENTED       MNHD
 OO1481  HISTORY     - 19900907 GOOD             NGS
 OO1481  HISTORY     - 20130625 GOOD             MNDT
 OO1481  HISTORY     - 20160726 GOOD             MNDT
 OO1481
 OO1481                          STATION DESCRIPTION
 OO1481
 OO1481'DESCRIBED BY MN HIGHWAY DEPT 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.
 OO1481
 OO1481                          STATION RECOVERY (2013)
 OO1481
 OO1481'RECOVERY NOTE BY MN DEPT OF TRANSP 2013 (KMS)
 OO1481'THE STATION IS LOCATED ABOUT 6.8 MI (10.9 KM) NORTHWEST OF GLENVILLE,
 OO1481'5.9 MI (9.5 KM) WEST OF HAYWARD AND IN THE TOWN OF ALBERT LEA, MN.
 OO1481'
 OO1481'TO REACH THE MARK IN NORTHEAST CORNER OF BRIDGE AVENUE BRIDGE NUMBER
 OO1481'24506 OVER CREEK BETWEEN FOUNTAIN LAKE AND ALBERT LEA LAKE.
 OO1481'
 OO1481'THE MARK IS 6.9 FT (2.1 M) SOUTHEAST OF NORTHWEST END OF NORTH
 OO1481'CONCRETE ABUTMENT, 30.2 FT (9.2 M) NORTH OF BRIDGE AVENUE, 56.8 FT
 OO1481'(17.3 M) SOUTH OF WILSON STREET EXTENDED AT TRUNK HIGHWAY 65 MILE
 OO1481'POINT 313.05, 0.1 MI (0.2 KM) NORTHWEST ALONG WILSON STREET FROM THE
 OO1481'JUNCTION OF WILSON STREET AND TRUNK HIGHWAY/EAST MAIN STREET IN ALBERT
 OO1481'LEA.
 OO1481
 OO1481                          STATION RECOVERY (2016)
 OO1481
 OO1481'RECOVERY NOTE BY MN DEPT OF TRANSP 2016 (KMS)
 OO1481'THE MARK IS LOCATED ABOUT IN ALBERT LEA, IN NORTHEAST CORNER OF BRIDGE
 OO1481'AVENUE BRIDGE NUMBER 24506 OVER CREEK BETWEEN FOUNTAIN LAKE AND ALBERT
 OO1481'LEA LAKE, 6.9 FT (2.1 M) SOUTHEAST OF NORTHWEST END OF NORTH CONCRETE
 OO1481'ABUTMENT, 30.2 FT (9.2 M) NORTH OF BRIDGE AVENUE, 56.8 FT (17.3 M)
 OO1481'SOUTH OF WILSON STREET EXTENDED STILL GOOD.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DP4373 ***********************************************************************
 DP4373  DESIGNATION -  2405 K
 DP4373  PID         -  DP4373
 DP4373  STATE/COUNTY-  MN/FREEBORN
 DP4373  COUNTRY     -  US
 DP4373  USGS QUAD   -  ALBERT LEA EAST (2019)
 DP4373
 DP4373                         *CURRENT SURVEY CONTROL
 DP4373  ______________________________________________________________________
 DP4373* NAD 83(1986) POSITION- 43 39 08.63   (N) 093 21 21.27   (W)   HD_HELD1
 DP4373* NAVD 88 ORTHO HEIGHT -   381.831 (meters)     1252.72  (feet) ADJUSTED
 DP4373  ______________________________________________________________________
 DP4373  GEOID HEIGHT    -        -29.260 (meters)                     GEOID18
 DP4373  DYNAMIC HEIGHT  -        381.737 (meters)     1252.42  (feet) COMP
 DP4373  MODELED GRAVITY -    980,363.4   (mgal)                       NAVD 88
 DP4373
 DP4373  VERT ORDER      -  SECOND    CLASS I
 DP4373
 DP4373.The horizontal coordinates were determined by differentially corrected
 DP4373.hand held GPS observations or other comparable positioning techniques
 DP4373.and have an estimated accuracy of +/- 3 meters.
 DP4373
 DP4373.The orthometric height was determined by differential leveling and
 DP4373.adjusted by the NATIONAL GEODETIC SURVEY
 DP4373.in May 2016.
 DP4373
 DP4373.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP4373.GEOID18 height accuracy estimate available here.
 DP4373
 DP4373.Click photographs - Photos may exist for this station.
 DP4373
 DP4373.The dynamic height is computed by dividing the NAVD 88
 DP4373.geopotential number by the normal gravity value computed on the
 DP4373.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP4373.degrees latitude (g = 980.6199 gals.).
 DP4373
 DP4373.The modeled gravity was interpolated from observed gravity values.
 DP4373
 DP4373;                    North         East    Units  Estimated Accuracy
 DP4373;SPC MN S     -   172,695.3     851,961.9     MT  (+/- 3 meters HH1 GPS) 
 DP4373
 DP4373_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVJ7129933328(NAD 83)
 DP4373
 DP4373                          SUPERSEDED SURVEY CONTROL
 DP4373
 DP4373.No superseded survey control is available for this station.
 DP4373
 DP4373_MARKER: DD = SURVEY DISK
 DP4373_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DP4373_SP_SET: BRIDGE WALKWAY
 DP4373_STAMPING: 2405 K 2000
 DP4373_MARK LOGO: MNDT
 DP4373_MAGNETIC: N = NO MAGNETIC MATERIAL
 DP4373_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DP4373_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DP4373+SATELLITE: SATELLITE OBSERVATIONS - July 26, 2016
 DP4373
 DP4373  HISTORY     - Date     Condition        Report By
 DP4373  HISTORY     - 20000401 MONUMENTED       MNDT
 DP4373  HISTORY     - 20000401 GOOD             MNDT
 DP4373  HISTORY     - 20160726 GOOD             MNDT
 DP4373
 DP4373                          STATION DESCRIPTION
 DP4373
 DP4373'DESCRIBED BY MN DEPT OF TRANSP 2000 (MPP)
 DP4373'THE STATION IS LOCATED ABOUT 6.7 MI (10.8 KM) NORTHWEST OF GLENVILLE,
 DP4373'5.6 MI (9.0 KM) WEST OF HAYWARD AND 0.7 MI (1.1 KM) EAST-NORTHEAST OF
 DP4373'ALBERT LEA.
 DP4373'
 DP4373'TO REACH THE MARK IN WALKWAY IN NORTHEAST CORNER OF TRUNK HIGHWAY 65
 DP4373'BRIDGE NUMBER 24007 OVER RAILROAD, 0.1 MI (0.2 KM) WEST ALONG TRUNK
 DP4373'HIGHWAY 65 FROM THE JUNCTION OF TRUNK HIGHWAY 65 AND GARFIELD AVENUE
 DP4373'IN ALBERT LEA, AT TRUNK HIGHWAY 65 MILE POINT 313.2.
 DP4373'
 DP4373'THE MARK IS LOCATED 23.0 FT (7.0 M) NORTH OF SOUTHBOUND TRUNK HIGHWAY
 DP4373'65.
 DP4373
 DP4373                          STATION RECOVERY (2016)
 DP4373
 DP4373'RECOVERY NOTE BY MN DEPT OF TRANSP 2016 (KMS)
 DP4373'THE MARK IS LOCATED ABOUT IN ALBERT LEA, IN WALKWAY IN NORTHEAST
 DP4373'CORNER OF TRUNK HIGHWAY 65 BRIDGE NUMBER 24007 OVER RAILROAD, 0.1 MI
 DP4373'(0.2 KM) WEST ALONG TRUNK HIGHWAY 65 FROM THE JUNCTION OF TRUNK
 DP4373'HIGHWAY 65 AND GARFIELD AVENUE IN ALBERT LEA, AT TRUNK HIGHWAY 65 MILE
 DP4373'POINT 313.2, 23.0 FT (7.0 M) NORTH OF SOUTHBOUND TRUNK HIGHWAY 65.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 OO1448 ***********************************************************************
 OO1448  DESIGNATION -  2406 A
 OO1448  PID         -  OO1448
 OO1448  STATE/COUNTY-  MN/FREEBORN
 OO1448  COUNTRY     -  US
 OO1448  USGS QUAD   -  ALBERT LEA WEST (2019)
 OO1448
 OO1448                         *CURRENT SURVEY CONTROL
 OO1448  ______________________________________________________________________
 OO1448* NAD 83(1986) POSITION- 43 38 36.33   (N) 093 23 31.70   (W)   HD_HELD1
 OO1448* NAVD 88 ORTHO HEIGHT -   381.388 (meters)     1251.27  (feet) ADJUSTED
 OO1448  ______________________________________________________________________
 OO1448  GEOID HEIGHT    -        -29.330 (meters)                     GEOID18
 OO1448  DYNAMIC HEIGHT  -        381.292 (meters)     1250.96  (feet) COMP
 OO1448  MODELED GRAVITY -    980,356.6   (mgal)                       NAVD 88
 OO1448
 OO1448  VERT ORDER      -  SECOND    CLASS I
 OO1448
 OO1448.The horizontal coordinates were determined by differentially corrected
 OO1448.hand held GPS observations or other comparable positioning techniques
 OO1448.and have an estimated accuracy of +/- 3 meters.
 OO1448
 OO1448.The orthometric height was determined by differential leveling and
 OO1448.adjusted by the NATIONAL GEODETIC SURVEY
 OO1448.in June 1991.
 OO1448
 OO1448.Significant digits in the geoid height do not necessarily reflect accuracy.
 OO1448.GEOID18 height accuracy estimate available here.
 OO1448
 OO1448.Click photographs - Photos may exist for this station.
 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     -   171,676.0     849,046.4     MT  (+/- 3 meters HH1 GPS) 
 OO1448
 OO1448_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVJ6837232344(NAD 83)
 OO1448
 OO1448                          SUPERSEDED SURVEY CONTROL
 OO1448
 OO1448.No superseded survey control is available for this station.
 OO1448
 OO1448_MARKER: DV = VERTICAL CONTROL DISK
 OO1448_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 OO1448+WITH SETTING: PAVEMENT
 OO1448_SP_SET: CROSS-WALK SIGN BASE
 OO1448_STAMPING: 2406 A 1980
 OO1448_MARK LOGO: MNHD
 OO1448_MAGNETIC: N = NO MAGNETIC MATERIAL
 OO1448_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OO1448+STABILITY: SURFACE MOTION
 OO1448_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 OO1448+SATELLITE: SATELLITE OBSERVATIONS - July 27, 2016
 OO1448
 OO1448  HISTORY     - Date     Condition        Report By
 OO1448  HISTORY     - 1980     MONUMENTED       MNDT
 OO1448  HISTORY     - 20160727 GOOD             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.
 OO1448
 OO1448                          STATION RECOVERY (2016)
 OO1448
 OO1448'RECOVERY NOTE BY MN DEPT OF TRANSP 2016 (KMS)
 OO1448'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DP5775 ***********************************************************************
 DP5775  DESIGNATION -  2406 AA
 DP5775  PID         -  DP5775
 DP5775  STATE/COUNTY-  MN/FREEBORN
 DP5775  COUNTRY     -  US
 DP5775  USGS QUAD   -  EMMONS (2019)
 DP5775
 DP5775                         *CURRENT SURVEY CONTROL
 DP5775  ______________________________________________________________________
 DP5775* NAD 83(2011) POSITION- 43 31 20.28006(N) 093 28 27.09929(W)   ADJUSTED
 DP5775* NAD 83(2011) ELLIP HT-   365.511 (meters)        (11/18/14)   ADJUSTED
 DP5775* NAD 83(2011) EPOCH   -  2010.00
 DP5775* NAVD 88 ORTHO HEIGHT -   394.983 (meters)     1295.87  (feet) ADJUSTED
 DP5775  ______________________________________________________________________
 DP5775  GEOID HEIGHT    -        -29.492 (meters)                     GEOID18
 DP5775  NAD 83(2011) X  -   -280,721.830 (meters)                     COMP
 DP5775  NAD 83(2011) Y  - -4,623,938.004 (meters)                     COMP
 DP5775  NAD 83(2011) Z  -  4,370,010.319 (meters)                     COMP
 DP5775  LAPLACE CORR    -          1.79  (seconds)                    DEFLEC18
 DP5775  DYNAMIC HEIGHT  -        394.875 (meters)     1295.52  (feet) COMP
 DP5775  MODELED GRAVITY -    980,333.3   (mgal)                       NAVD 88
 DP5775
 DP5775  VERT ORDER      -  SECOND    CLASS I
 DP5775
 DP5775  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DP5775  Standards:
 DP5775         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DP5775            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DP5775  -------------------------------------------------------------------
 DP5775  NETWORK    0.91   1.88           0.41   0.32   0.96      0.24413512
 DP5775  -------------------------------------------------------------------
 DP5775  Click here for local accuracies and other accuracy information.
 DP5775
 DP5775.The horizontal coordinates were established by GPS observations
 DP5775.and adjusted by the MN DEPT OF TRANSP in November 2014.
 DP5775
 DP5775.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DP5775.been affixed to the stable North American tectonic plate. See 
 DP5775.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DP5775
 DP5775.The horizontal coordinates are valid at the epoch date displayed above
 DP5775.which is a decimal equivalence of Year/Month/Day.
 DP5775
 DP5775.The orthometric height was determined by differential leveling and
 DP5775.adjusted by the NATIONAL GEODETIC SURVEY
 DP5775.in May 2019.
 DP5775
 DP5775.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP5775.GEOID18 height accuracy estimate available here.
 DP5775
 DP5775.Click photographs - Photos may exist for this station.
 DP5775
 DP5775.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DP5775
 DP5775.The Laplace correction was computed from DEFLEC18 derived deflections.
 DP5775
 DP5775.The ellipsoidal height was determined by GPS observations
 DP5775.and is referenced to NAD 83.
 DP5775
 DP5775.The dynamic height is computed by dividing the NAVD 88
 DP5775.geopotential number by the normal gravity value computed on the
 DP5775.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP5775.degrees latitude (g = 980.6199 gals.).
 DP5775
 DP5775.The modeled gravity was interpolated from observed gravity values.
 DP5775
 DP5775. The following values were computed from the NAD 83(2011) position.
 DP5775
 DP5775;                    North         East     Units Scale Factor Converg.
 DP5775;SPC MN S     -   158,172.254   842,512.313   MT  1.00006677   +0 22 06.8
 DP5775;SPC MN S     -   518,936.80  2,764,142.48   sFT  1.00006677   +0 22 06.8
 DP5775;UTM  15      - 4,818,927.188   461,678.174   MT  0.99961806   -0 19 35.6
 DP5775
 DP5775!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DP5775!SPC MN S     -   0.99994269  x   1.00006677  =   1.00000945
 DP5775!UTM  15      -   0.99994269  x   0.99961806  =   0.99956077
 DP5775
 DP5775_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVJ6167818927(NAD 83)
 DP5775
 DP5775                          SUPERSEDED SURVEY CONTROL
 DP5775
 DP5775  NAVD 88 (11/18/14)  395.02   (m)  GEOID12A model used  GPS OBS        
 DP5775
 DP5775.Superseded values are not recommended for survey control.
 DP5775
 DP5775.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DP5775.See file dsdata.pdf to determine how the superseded data were derived.
 DP5775
 DP5775_MARKER: F = FLANGE-ENCASED ROD
 DP5775_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DP5775_STAMPING: 2406 AA 2013
 DP5775_MARK LOGO: MNDT
 DP5775_PROJECTION: RECESSED 5 CENTIMETERS
 DP5775_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DP5775_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DP5775_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP5775+SATELLITE: SATELLITE OBSERVATIONS - July 27, 2016
 DP5775_ROD/PIPE-DEPTH: 9.1 meters
 DP5775
 DP5775  HISTORY     - Date     Condition        Report By
 DP5775  HISTORY     - 20130626 MONUMENTED       MNDT
 DP5775  HISTORY     - 20160727 GOOD             MNDT
 DP5775
 DP5775                          STATION DESCRIPTION
 DP5775
 DP5775'DESCRIBED BY MN DEPT OF TRANSP 2013
 DP5775'1.6 MILES NORTHEAST OF EMMONS, 1.65 MILES NORTHEAST ALONG TRUNK
 DP5775'HIGHWAY 69 FROM THE JUNCTION OF TRUNK HIGHWAY 69 AND COUNTY ROAD 14 IN
 DP5775'EMMONS, AT TRUNK HIGHWAY 69 MILEPOINT 1.95, 97.2 FEET NORTHWEST OF
 DP5775'TRUNK HIGHWAY 69, 0.55 MILE SOUTHWEST OF 120TH STREET, 91.6 FEET
 DP5775'SOUTHWEST OF FIELD ENTRANCE, 2.2 SOUTHEAST OF WITNESS POST.
 DP5775
 DP5775                          STATION RECOVERY (2016)
 DP5775
 DP5775'RECOVERY NOTE BY MN DEPT OF TRANSP 2016 (KMS)
 DP5775'RECOVERED AS DESCRIBED.
 DP5775'
 DP5775'NOTE-THE STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM ROD
 DP5775'DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION REMOVABLE DISK
 DP5775'SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH PVC
 DP5775'PIPE BACK FILLED WITH WASHED SAND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DQ5922 ***********************************************************************
 DQ5922  DESIGNATION -  2406 AB
 DQ5922  PID         -  DQ5922
 DQ5922  STATE/COUNTY-  MN/FREEBORN
 DQ5922  COUNTRY     -  US
 DQ5922  USGS QUAD   -  BRISTOL (2018)
 DQ5922
 DQ5922                         *CURRENT SURVEY CONTROL
 DQ5922  ______________________________________________________________________
 DQ5922* NAD 83(1986) POSITION- 43 29 58.97   (N) 093 29 31.87   (W)   HD_HELD1
 DQ5922* NAVD 88 ORTHO HEIGHT -   387.557 (meters)     1271.51  (feet) ADJUSTED
 DQ5922  ______________________________________________________________________
 DQ5922  GEOID HEIGHT    -        -29.517 (meters)                     GEOID18
 DQ5922  DYNAMIC HEIGHT  -        387.449 (meters)     1271.16  (feet) COMP
 DQ5922  MODELED GRAVITY -    980,329.7   (mgal)                       NAVD 88
 DQ5922
 DQ5922  VERT ORDER      -  SECOND    CLASS I
 DQ5922
 DQ5922.The horizontal coordinates were determined by differentially corrected
 DQ5922.hand held GPS observations or other comparable positioning techniques
 DQ5922.and have an estimated accuracy of +/- 3 meters.
 DQ5922
 DQ5922.The orthometric height was determined by differential leveling and
 DQ5922.adjusted by the NATIONAL GEODETIC SURVEY
 DQ5922.in May 2019.
 DQ5922
 DQ5922.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ5922.GEOID18 height accuracy estimate available here.
 DQ5922
 DQ5922.Click photographs - Photos may exist for this station.
 DQ5922
 DQ5922.The dynamic height is computed by dividing the NAVD 88
 DQ5922.geopotential number by the normal gravity value computed on the
 DQ5922.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ5922.degrees latitude (g = 980.6199 gals.).
 DQ5922
 DQ5922.The modeled gravity was interpolated from observed gravity values.
 DQ5922
 DQ5922;                    North         East    Units  Estimated Accuracy
 DQ5922;SPC MN S     -   155,653.5     841,073.2     MT  (+/- 3 meters HH1 GPS) 
 DQ5922
 DQ5922_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVJ6020916427(NAD 83)
 DQ5922
 DQ5922                          SUPERSEDED SURVEY CONTROL
 DQ5922
 DQ5922.No superseded survey control is available for this station.
 DQ5922
 DQ5922_MARKER: F = FLANGE-ENCASED ROD
 DQ5922_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DQ5922_STAMPING: 2406 AB 2016
 DQ5922_MARK LOGO: MNDT
 DQ5922_PROJECTION: RECESSED 5 CENTIMETERS
 DQ5922_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DQ5922_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ5922_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ5922+SATELLITE: SATELLITE OBSERVATIONS - August 09, 2016
 DQ5922_ROD/PIPE-DEPTH: 18.0 meters
 DQ5922
 DQ5922  HISTORY     - Date     Condition        Report By
 DQ5922  HISTORY     - 20160809 MONUMENTED       MNDT
 DQ5922
 DQ5922                          STATION DESCRIPTION
 DQ5922
 DQ5922'DESCRIBED BY MN DEPT OF TRANSP 2016
 DQ5922'THE MARK IS LOCATED ABOUT IN EMMONS.
 DQ5922'
 DQ5922'TO REACH THE MARK AT THE JUNCTION OF TRUNK HIGHWAY 69 AND COUNTY ROAD
 DQ5922'4 IN EMMONS, AT TRUNK HIGHWAY 69 MILE POINT 0.0.
 DQ5922'
 DQ5922'THE MARK IS LOCATED 49.5 FT (15.1 M) SOUTHEAST OF TRUNK HIGHWAY 69,
 DQ5922'44.0 FT (13.4 M) NORTHEAST OF STATE LINE ROAD, 7.3 FT (2.2 M)
 DQ5922'EAST-NORTHEAST OF NORTHWEST LEG OF NORTHERN COUNTY CO-OP SIGN POST,
 DQ5922'6.7 FT (2.0 M) EAST-NORTHEAST OF A WITNESS POST.
 DQ5922'
 DQ5922'NOTE-THE STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM ROD
 DQ5922'DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION REMOVABLE DISK
 DQ5922'SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH PVC
 DQ5922'PIPE BACK FILLED WITH WASHED SAND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DQ5919 ***********************************************************************
 DQ5919  DESIGNATION -  2406 AC
 DQ5919  PID         -  DQ5919
 DQ5919  STATE/COUNTY-  MN/FREEBORN
 DQ5919  COUNTRY     -  US
 DQ5919  USGS QUAD   -  EMMONS (2019)
 DQ5919
 DQ5919                         *CURRENT SURVEY CONTROL
 DQ5919  ______________________________________________________________________
 DQ5919* NAD 83(1986) POSITION- 43 31 59.54   (N) 093 27 48.51   (W)   HD_HELD1
 DQ5919* NAVD 88 ORTHO HEIGHT -   388.959 (meters)     1276.11  (feet) ADJUSTED
 DQ5919  ______________________________________________________________________
 DQ5919  GEOID HEIGHT    -        -29.477 (meters)                     GEOID18
 DQ5919  DYNAMIC HEIGHT  -        388.852 (meters)     1275.76  (feet) COMP
 DQ5919  MODELED GRAVITY -    980,335.1   (mgal)                       NAVD 88
 DQ5919
 DQ5919  VERT ORDER      -  SECOND    CLASS I
 DQ5919
 DQ5919.The horizontal coordinates were determined by differentially corrected
 DQ5919.hand held GPS observations or other comparable positioning techniques
 DQ5919.and have an estimated accuracy of +/- 3 meters.
 DQ5919
 DQ5919.The orthometric height was determined by differential leveling and
 DQ5919.adjusted by the NATIONAL GEODETIC SURVEY
 DQ5919.in May 2019.
 DQ5919
 DQ5919.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ5919.GEOID18 height accuracy estimate available here.
 DQ5919
 DQ5919.Click photographs - Photos may exist for this station.
 DQ5919
 DQ5919.The dynamic height is computed by dividing the NAVD 88
 DQ5919.geopotential number by the normal gravity value computed on the
 DQ5919.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ5919.degrees latitude (g = 980.6199 gals.).
 DQ5919
 DQ5919.The modeled gravity was interpolated from observed gravity values.
 DQ5919
 DQ5919;                    North         East    Units  Estimated Accuracy
 DQ5919;SPC MN S     -   159,389.6     843,371.0     MT  (+/- 3 meters HH1 GPS) 
 DQ5919
 DQ5919_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVJ6255120133(NAD 83)
 DQ5919
 DQ5919                          SUPERSEDED SURVEY CONTROL
 DQ5919
 DQ5919.No superseded survey control is available for this station.
 DQ5919
 DQ5919_MARKER: F = FLANGE-ENCASED ROD
 DQ5919_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DQ5919_STAMPING: 2406 AC 2016
 DQ5919_MARK LOGO: MNDT
 DQ5919_PROJECTION: RECESSED 5 CENTIMETERS
 DQ5919_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DQ5919_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ5919_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ5919+SATELLITE: SATELLITE OBSERVATIONS - August 09, 2016
 DQ5919_ROD/PIPE-DEPTH: 11.6 meters
 DQ5919
 DQ5919  HISTORY     - Date     Condition        Report By
 DQ5919  HISTORY     - 20160809 MONUMENTED       MNDT
 DQ5919
 DQ5919                          STATION DESCRIPTION
 DQ5919
 DQ5919'DESCRIBED BY MN DEPT OF TRANSP 2016
 DQ5919'THE MARK IS LOCATED ABOUT 2.30 MI (3.70 KM) NORTHEAST OF EMMONS.
 DQ5919'
 DQ5919'TO REACH THE MARK GO 2.55 MI (4.10 KM) NORTHEAST ALONG TRUNK HIGHWAY
 DQ5919'69 FROM THE JUNCTION OF TRUNK HIGHWAY 69 AND COUNTY ROAD 14 IN EMMONS,
 DQ5919'AT TRUNK HIGHWAY 69 MILE POINT 2.85.
 DQ5919'
 DQ5919'THE MARK IS LOCATED 71.1 FT (21.7 M) EAST-SOUTHEAST OF TRUNK HIGHWAY
 DQ5919'69, 3.1 FT (0.9 M) WEST-NORTHWEST OF RIGHT-OF-WAY POST, 3.2 FT (1.0 M)
 DQ5919'WEST-NORTHWEST OF A WITNESS POST.
 DQ5919'
 DQ5919'NOTE-THE STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM ROD
 DQ5919'DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION REMOVABLE DISK
 DQ5919'SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH PVC
 DQ5919'PIPE BACK FILLED WITH WASHED SAND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DQ5918 ***********************************************************************
 DQ5918  DESIGNATION -  2406 AD
 DQ5918  PID         -  DQ5918
 DQ5918  STATE/COUNTY-  MN/FREEBORN
 DQ5918  COUNTRY     -  US
 DQ5918  USGS QUAD   -  EMMONS (2019)
 DQ5918
 DQ5918                         *CURRENT SURVEY CONTROL
 DQ5918  ______________________________________________________________________
 DQ5918* NAD 83(1986) POSITION- 43 32 29.20   (N) 093 27 37.51   (W)   HD_HELD1
 DQ5918* NAVD 88 ORTHO HEIGHT -   393.586 (meters)     1291.29  (feet) ADJUSTED
 DQ5918  ______________________________________________________________________
 DQ5918  GEOID HEIGHT    -        -29.470 (meters)                     GEOID18
 DQ5918  DYNAMIC HEIGHT  -        393.479 (meters)     1290.94  (feet) COMP
 DQ5918  MODELED GRAVITY -    980,336.4   (mgal)                       NAVD 88
 DQ5918
 DQ5918  VERT ORDER      -  SECOND    CLASS I
 DQ5918
 DQ5918.The horizontal coordinates were determined by differentially corrected
 DQ5918.hand held GPS observations or other comparable positioning techniques
 DQ5918.and have an estimated accuracy of +/- 3 meters.
 DQ5918
 DQ5918.The orthometric height was determined by differential leveling and
 DQ5918.adjusted by the NATIONAL GEODETIC SURVEY
 DQ5918.in May 2019.
 DQ5918
 DQ5918.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ5918.GEOID18 height accuracy estimate available here.
 DQ5918
 DQ5918.Click photographs - Photos may exist for this station.
 DQ5918
 DQ5918.The dynamic height is computed by dividing the NAVD 88
 DQ5918.geopotential number by the normal gravity value computed on the
 DQ5918.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ5918.degrees latitude (g = 980.6199 gals.).
 DQ5918
 DQ5918.The modeled gravity was interpolated from observed gravity values.
 DQ5918
 DQ5918;                    North         East    Units  Estimated Accuracy
 DQ5918;SPC MN S     -   160,306.6     843,612.0     MT  (+/- 3 meters HH1 GPS) 
 DQ5918
 DQ5918_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVJ6280321047(NAD 83)
 DQ5918
 DQ5918                          SUPERSEDED SURVEY CONTROL
 DQ5918
 DQ5918.No superseded survey control is available for this station.
 DQ5918
 DQ5918_MARKER: F = FLANGE-ENCASED ROD
 DQ5918_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DQ5918_STAMPING: 2406 AD 2016
 DQ5918_MARK LOGO: MNDT
 DQ5918_PROJECTION: RECESSED 5 CENTIMETERS
 DQ5918_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DQ5918_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ5918_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ5918+SATELLITE: SATELLITE OBSERVATIONS - August 09, 2016
 DQ5918_ROD/PIPE-DEPTH: 5.8 meters
 DQ5918
 DQ5918  HISTORY     - Date     Condition        Report By
 DQ5918  HISTORY     - 20160809 MONUMENTED       MNDT
 DQ5918
 DQ5918                          STATION DESCRIPTION
 DQ5918
 DQ5918'DESCRIBED BY MN DEPT OF TRANSP 2016
 DQ5918'THE MARK IS LOCATED ABOUT 2.3 MI (3.7 KM) SOUTHWEST OF TWIN LAKES.
 DQ5918'
 DQ5918'TO REACH THE MARK GO 2.55 MI (4.10 KM) SOUTHWEST ALONG TRUNK HIGHWAY
 DQ5918'69 FROM THE JUNCTION OF TRUNK HIGHWAY 69 AND COUNTY ROAD 71 AND COUNTY
 DQ5918'ROAD 16 IN TWIN LAKES, AT TRUNK HIGHWAY 69 MILE POINT 3.35.
 DQ5918'
 DQ5918'THE MARK IS LOCATED 120.0 FT (36.6 M) WEST OF TRUNK HIGHWAY 69, 5.1 FT
 DQ5918'(1.6 M) EAST OF RIGHT-OF-WAY POST, 5.1 FT (1.6 M) EAST OF A WITNESS
 DQ5918'POST.
 DQ5918'
 DQ5918'NOTE-THE STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM ROD
 DQ5918'DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION REMOVABLE DISK
 DQ5918'SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH PVC
 DQ5918'PIPE BACK FILLED WITH WASHED SAND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DQ5914 ***********************************************************************
 DQ5914  DESIGNATION -  2406 AE
 DQ5914  PID         -  DQ5914
 DQ5914  STATE/COUNTY-  MN/FREEBORN
 DQ5914  COUNTRY     -  US
 DQ5914  USGS QUAD   -  EMMONS (2019)
 DQ5914
 DQ5914                         *CURRENT SURVEY CONTROL
 DQ5914  ______________________________________________________________________
 DQ5914* NAD 83(1986) POSITION- 43 33 45.61   (N) 093 25 10.72   (W)   HD_HELD1
 DQ5914* NAVD 88 ORTHO HEIGHT -   388.566 (meters)     1274.82  (feet) ADJUSTED
 DQ5914  ______________________________________________________________________
 DQ5914  GEOID HEIGHT    -        -29.416 (meters)                     GEOID18
 DQ5914  DYNAMIC HEIGHT  -        388.463 (meters)     1274.48  (feet) COMP
 DQ5914  MODELED GRAVITY -    980,342.4   (mgal)                       NAVD 88
 DQ5914
 DQ5914  VERT ORDER      -  SECOND    CLASS I
 DQ5914
 DQ5914.The horizontal coordinates were determined by differentially corrected
 DQ5914.hand held GPS observations or other comparable positioning techniques
 DQ5914.and have an estimated accuracy of +/- 3 meters.
 DQ5914
 DQ5914.The orthometric height was determined by differential leveling and
 DQ5914.adjusted by the NATIONAL GEODETIC SURVEY
 DQ5914.in May 2019.
 DQ5914
 DQ5914.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ5914.GEOID18 height accuracy estimate available here.
 DQ5914
 DQ5914.Click photographs - Photos may exist for this station.
 DQ5914
 DQ5914.The dynamic height is computed by dividing the NAVD 88
 DQ5914.geopotential number by the normal gravity value computed on the
 DQ5914.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ5914.degrees latitude (g = 980.6199 gals.).
 DQ5914
 DQ5914.The modeled gravity was interpolated from observed gravity values.
 DQ5914
 DQ5914;                    North         East    Units  Estimated Accuracy
 DQ5914;SPC MN S     -   162,687.4     846,890.8     MT  (+/- 3 meters HH1 GPS) 
 DQ5914
 DQ5914_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVJ6610923386(NAD 83)
 DQ5914
 DQ5914                          SUPERSEDED SURVEY CONTROL
 DQ5914
 DQ5914.No superseded survey control is available for this station.
 DQ5914
 DQ5914_MARKER: F = FLANGE-ENCASED ROD
 DQ5914_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DQ5914_STAMPING: 2406 AE 2016
 DQ5914_MARK LOGO: MNDT
 DQ5914_PROJECTION: RECESSED 5 CENTIMETERS
 DQ5914_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DQ5914_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ5914_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ5914+SATELLITE: SATELLITE OBSERVATIONS - August 09, 2016
 DQ5914_ROD/PIPE-DEPTH: 7.3 meters
 DQ5914
 DQ5914  HISTORY     - Date     Condition        Report By
 DQ5914  HISTORY     - 20160809 MONUMENTED       MNDT
 DQ5914
 DQ5914                          STATION DESCRIPTION
 DQ5914
 DQ5914'DESCRIBED BY MN DEPT OF TRANSP 2016
 DQ5914'THE MARK IS LOCATED ABOUT IN TWIN LAKES.
 DQ5914'
 DQ5914'TO REACH THE MARK GO 0.2 MI (0.3 KM) EAST-NORTHEAST ALONG TRUNK
 DQ5914'HIGHWAY 69 FROM THE JUNCTION OF TRUNK HIGHWAY 69 AND COUNTY ROAD 76
 DQ5914'AND COUNTY ROAD 16 IN TWIN LAKES, AT TRUNK HIGHWAY 69 MILE POINT 6.20.
 DQ5914'THE MARK IS LOCATED 76.0 FT (23.2 M) SOUTH-SOUTHEAST OF TRUNK HIGHWAY
 DQ5914'69, ABOUT 150 FT (45.7 M) EAST-NORTHEAST OF THIRD STREET EXTENDED,
 DQ5914'23.5 FT (7.2 M) WEST-SOUTHWEST OF A FIELD ENTRANCE, 1.5 FT (0.5 M)
 DQ5914'NORTH-NORTHWEST OF A WITNESS POST.
 DQ5914'
 DQ5914'NOTE-THE STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM ROD
 DQ5914'DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION REMOVABLE DISK
 DQ5914'SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH PVC
 DQ5914'PIPE BACK FILLED WITH WASHED SAND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DQ5910 ***********************************************************************
 DQ5910  DESIGNATION -  2406 AF
 DQ5910  PID         -  DQ5910
 DQ5910  STATE/COUNTY-  MN/FREEBORN
 DQ5910  COUNTRY     -  US
 DQ5910  USGS QUAD   -  EMMONS (2019)
 DQ5910
 DQ5910                         *CURRENT SURVEY CONTROL
 DQ5910  ______________________________________________________________________
 DQ5910* NAD 83(1986) POSITION- 43 35 44.73   (N) 093 24 15.42   (W)   HD_HELD1
 DQ5910* NAVD 88 ORTHO HEIGHT -   385.784 (meters)     1265.69  (feet) ADJUSTED
 DQ5910  ______________________________________________________________________
 DQ5910  GEOID HEIGHT    -        -29.377 (meters)                     GEOID18
 DQ5910  DYNAMIC HEIGHT  -        385.683 (meters)     1265.36  (feet) COMP
 DQ5910  MODELED GRAVITY -    980,348.5   (mgal)                       NAVD 88
 DQ5910
 DQ5910  VERT ORDER      -  SECOND    CLASS I
 DQ5910
 DQ5910.The horizontal coordinates were determined by differentially corrected
 DQ5910.hand held GPS observations or other comparable positioning techniques
 DQ5910.and have an estimated accuracy of +/- 3 meters.
 DQ5910
 DQ5910.The orthometric height was determined by differential leveling and
 DQ5910.adjusted by the NATIONAL GEODETIC SURVEY
 DQ5910.in May 2019.
 DQ5910
 DQ5910.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ5910.GEOID18 height accuracy estimate available here.
 DQ5910
 DQ5910.Click photographs - Photos may exist for this station.
 DQ5910
 DQ5910.The dynamic height is computed by dividing the NAVD 88
 DQ5910.geopotential number by the normal gravity value computed on the
 DQ5910.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ5910.degrees latitude (g = 980.6199 gals.).
 DQ5910
 DQ5910.The modeled gravity was interpolated from observed gravity values.
 DQ5910
 DQ5910;                    North         East    Units  Estimated Accuracy
 DQ5910;SPC MN S     -   166,372.8     848,105.2     MT  (+/- 3 meters HH1 GPS) 
 DQ5910
 DQ5910_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVJ6736727055(NAD 83)
 DQ5910
 DQ5910                          SUPERSEDED SURVEY CONTROL
 DQ5910
 DQ5910.No superseded survey control is available for this station.
 DQ5910
 DQ5910_MARKER: F = FLANGE-ENCASED ROD
 DQ5910_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DQ5910_STAMPING: 2406 AF 2016
 DQ5910_MARK LOGO: MNDT
 DQ5910_PROJECTION: RECESSED 5 CENTIMETERS
 DQ5910_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DQ5910_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ5910_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ5910+SATELLITE: SATELLITE OBSERVATIONS - December 01, 2020
 DQ5910_ROD/PIPE-DEPTH: 8.8 meters
 DQ5910
 DQ5910  HISTORY     - Date     Condition        Report By
 DQ5910  HISTORY     - 20160809 MONUMENTED       MNDT
 DQ5910  HISTORY     - 20201201 GOOD             MNDT
 DQ5910
 DQ5910                          STATION DESCRIPTION
 DQ5910
 DQ5910'DESCRIBED BY MN DEPT OF TRANSP 2016
 DQ5910'THE MARK IS LOCATED ABOUT 4.5 MI (7.2 KM) SOUTH OF ALBERT LEA.
 DQ5910'
 DQ5910'TO REACH THE MARK GO 3.65 MI (5.87 KM) SOUTH ALONG TRUNK HIGHWAY 69
 DQ5910'AND TRUNK HIGHWAY 13 IN ALBERT LEA, AT TRUNK HIGHWAY 69 MILE POINT
 DQ5910'8.75.
 DQ5910'
 DQ5910'THE MARK IS LOCATED 70.7 FT (21.5 M) WEST OF TRUNK HIGHWAY 69, 4.5 FT
 DQ5910'(1.4 M) EAST OF RIGHT-OF-WAY POST, 1.5 FT (0.5 M) EAST OF A WITNESS
 DQ5910'POST.
 DQ5910'
 DQ5910'NOTE-THE STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM ROD
 DQ5910'DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION REMOVABLE DISK
 DQ5910'SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH PVC
 DQ5910'PIPE BACK FILLED WITH WASHED SAND.
 DQ5910
 DQ5910                          STATION RECOVERY (2020)
 DQ5910
 DQ5910'RECOVERY NOTE BY MN DEPT OF TRANSP 2020 (KMS)
 DQ5910'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DQ5909 ***********************************************************************
 DQ5909  DESIGNATION -  2406 AG
 DQ5909  PID         -  DQ5909
 DQ5909  STATE/COUNTY-  MN/FREEBORN
 DQ5909  COUNTRY     -  US
 DQ5909  USGS QUAD   -  EMMONS (2019)
 DQ5909
 DQ5909                         *CURRENT SURVEY CONTROL
 DQ5909  ______________________________________________________________________
 DQ5909* NAD 83(1986) POSITION- 43 36 21.48   (N) 093 24 04.16   (W)   HD_HELD1
 DQ5909* NAVD 88 ORTHO HEIGHT -   391.787 (meters)     1285.39  (feet) ADJUSTED
 DQ5909  ______________________________________________________________________
 DQ5909  GEOID HEIGHT    -        -29.367 (meters)                     GEOID18
 DQ5909  DYNAMIC HEIGHT  -        391.686 (meters)     1285.06  (feet) COMP
 DQ5909  MODELED GRAVITY -    980,350.2   (mgal)                       NAVD 88
 DQ5909
 DQ5909  VERT ORDER      -  SECOND    CLASS I
 DQ5909
 DQ5909.The horizontal coordinates were determined by differentially corrected
 DQ5909.hand held GPS observations or other comparable positioning techniques
 DQ5909.and have an estimated accuracy of +/- 3 meters.
 DQ5909
 DQ5909.The orthometric height was determined by differential leveling and
 DQ5909.adjusted by the NATIONAL GEODETIC SURVEY
 DQ5909.in May 2019.
 DQ5909
 DQ5909.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ5909.GEOID18 height accuracy estimate available here.
 DQ5909
 DQ5909.Click photographs - Photos may exist for this station.
 DQ5909
 DQ5909.The dynamic height is computed by dividing the NAVD 88
 DQ5909.geopotential number by the normal gravity value computed on the
 DQ5909.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ5909.degrees latitude (g = 980.6199 gals.).
 DQ5909
 DQ5909.The modeled gravity was interpolated from observed gravity values.
 DQ5909
 DQ5909;                    North         East    Units  Estimated Accuracy
 DQ5909;SPC MN S     -   167,508.8     848,349.4     MT  (+/- 3 meters HH1 GPS) 
 DQ5909
 DQ5909_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVJ6762528188(NAD 83)
 DQ5909
 DQ5909                          SUPERSEDED SURVEY CONTROL
 DQ5909
 DQ5909.No superseded survey control is available for this station.
 DQ5909
 DQ5909_MARKER: F = FLANGE-ENCASED ROD
 DQ5909_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DQ5909_STAMPING: 2406 AG 2016
 DQ5909_MARK LOGO: MNDT
 DQ5909_PROJECTION: RECESSED 5 CENTIMETERS
 DQ5909_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DQ5909_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ5909_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ5909+SATELLITE: SATELLITE OBSERVATIONS - August 16, 2016
 DQ5909_ROD/PIPE-DEPTH: 10.4 meters
 DQ5909
 DQ5909  HISTORY     - Date     Condition        Report By
 DQ5909  HISTORY     - 20160816 MONUMENTED       MNDT
 DQ5909
 DQ5909                          STATION DESCRIPTION
 DQ5909
 DQ5909'DESCRIBED BY MN DEPT OF TRANSP 2016
 DQ5909'THE MARK IS LOCATED ABOUT 3.9 MI (6.3 KM) SOUTH OF ALBERT LEA.
 DQ5909'
 DQ5909'TO REACH THE MARK GO 2.9 MI (4.7 KM) SOUTH ALONG TRUNK HIGHWAY 69 FROM
 DQ5909'THE JUNCTION OF TRUNK HIGHWAY 69 AND TRUNK HIGHWAY 13 IN ALBERT LEA,
 DQ5909'AT TRUNK HIGHWAY 69 MILE POINT 9.5.
 DQ5909'
 DQ5909'THE MARK IS LOCATED 66.2 FT (20.2 M) WEST OF TRUNK HIGHWAY 69, 37.2 FT
 DQ5909'(11.3 M) SOUTH OF A FIELD ENTRANCE, 1.5 FT (0.5 M) EAST OF A WITNESS
 DQ5909'POST.
 DQ5909'
 DQ5909'NOTE-THE STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM ROD
 DQ5909'DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION REMOVABLE DISK
 DQ5909'SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH PVC
 DQ5909'PIPE BACK FILLED WITH WASHED SAND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DQ5905 ***********************************************************************
 DQ5905  DESIGNATION -  2406 AH
 DQ5905  PID         -  DQ5905
 DQ5905  STATE/COUNTY-  MN/FREEBORN
 DQ5905  COUNTRY     -  US
 DQ5905  USGS QUAD   -  ALBERT LEA WEST (2019)
 DQ5905
 DQ5905                         *CURRENT SURVEY CONTROL
 DQ5905  ______________________________________________________________________
 DQ5905* NAD 83(1986) POSITION- 43 38 44.97   (N) 093 23 27.25   (W)   HD_HELD1
 DQ5905* NAVD 88 ORTHO HEIGHT -   373.715 (meters)     1226.10  (feet) ADJUSTED
 DQ5905  ______________________________________________________________________
 DQ5905  GEOID HEIGHT    -        -29.327 (meters)                     GEOID18
 DQ5905  DYNAMIC HEIGHT  -        373.621 (meters)     1225.79  (feet) COMP
 DQ5905  MODELED GRAVITY -    980,356.8   (mgal)                       NAVD 88
 DQ5905
 DQ5905  VERT ORDER      -  SECOND    CLASS I
 DQ5905
 DQ5905.The horizontal coordinates were determined by differentially corrected
 DQ5905.hand held GPS observations or other comparable positioning techniques
 DQ5905.and have an estimated accuracy of +/- 3 meters.
 DQ5905
 DQ5905.The orthometric height was determined by differential leveling and
 DQ5905.adjusted by the NATIONAL GEODETIC SURVEY
 DQ5905.in May 2019.
 DQ5905
 DQ5905.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ5905.GEOID18 height accuracy estimate available here.
 DQ5905
 DQ5905.Click photographs - Photos may exist for this station.
 DQ5905
 DQ5905.The dynamic height is computed by dividing the NAVD 88
 DQ5905.geopotential number by the normal gravity value computed on the
 DQ5905.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ5905.degrees latitude (g = 980.6199 gals.).
 DQ5905
 DQ5905.The modeled gravity was interpolated from observed gravity values.
 DQ5905
 DQ5905;                    North         East    Units  Estimated Accuracy
 DQ5905;SPC MN S     -   171,943.4     849,144.2     MT  (+/- 3 meters HH1 GPS) 
 DQ5905
 DQ5905_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVJ6847332610(NAD 83)
 DQ5905
 DQ5905                          SUPERSEDED SURVEY CONTROL
 DQ5905
 DQ5905.No superseded survey control is available for this station.
 DQ5905
 DQ5905_MARKER: F = FLANGE-ENCASED ROD
 DQ5905_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DQ5905_STAMPING: 2406 AH 2016
 DQ5905_MARK LOGO: MNDT
 DQ5905_PROJECTION: RECESSED 5 CENTIMETERS
 DQ5905_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DQ5905_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ5905_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ5905+SATELLITE: SATELLITE OBSERVATIONS - August 08, 2016
 DQ5905_ROD/PIPE-DEPTH: 8.8 meters
 DQ5905
 DQ5905  HISTORY     - Date     Condition        Report By
 DQ5905  HISTORY     - 20160808 MONUMENTED       MNDT
 DQ5905
 DQ5905                          STATION DESCRIPTION
 DQ5905
 DQ5905'DESCRIBED BY MN DEPT OF TRANSP 2016
 DQ5905'THE STATION IS LOCATED ABOUT 7.4 MI (11.9 KM) WEST OF HAYWARD, 7.2 MI
 DQ5905'(11.6 KM) EAST-NORTHEAST OF CONGER AND 1.2 MI (1.9 KM) WEST OF ALBERT
 DQ5905'LEA.
 DQ5905'
 DQ5905'TO REACH THE MARK GO 0.05 MI (0.08 KM) SOUTH ALONG TRUNK HIGHWAY 69
 DQ5905'FROM THE JUNCTION OF TRUNK HIGHWAY 69 AND TRUNK HIGHWAY 13 IN ALBERT
 DQ5905'LEA, AT TRUNK HIGHWAY 69 MILE POINT 12.35.
 DQ5905'
 DQ5905'THE MARK IS LOCATED 140.7 FT (42.9 M) EAST OF NORTHBOUND TRUNK HIGHWAY
 DQ5905'69, 3.8 FT (1.2 M) WEST OF RIGHT-OF-WAY POST, 41.6 FT (12.7 M) EAST OF
 DQ5905'SIDEWALK, 3.8 FT (1.2 M) WEST OF A WITNESS POST.
 DQ5905'
 DQ5905'NOTE-THE STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM ROD
 DQ5905'DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION REMOVABLE DISK
 DQ5905'SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH PVC
 DQ5905'PIPE BACK FILLED WITH WASHED SAND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 OO1449 ***********************************************************************
 OO1449  DESIGNATION -  2406 B
 OO1449  PID         -  OO1449
 OO1449  STATE/COUNTY-  MN/FREEBORN
 OO1449  COUNTRY     -  US
 OO1449  USGS QUAD   -  ALBERT LEA WEST (2019)
 OO1449
 OO1449                         *CURRENT SURVEY CONTROL
 OO1449  ______________________________________________________________________
 OO1449* NAD 83(1986) POSITION- 43 38 13.14   (N) 093 23 36.47   (W)   HD_HELD1
 OO1449* NAVD 88 ORTHO HEIGHT -   381.233 (meters)     1250.76  (feet) ADJUSTED
 OO1449  ______________________________________________________________________
 OO1449  GEOID HEIGHT    -        -29.337 (meters)                     GEOID18
 OO1449  DYNAMIC HEIGHT  -        381.137 (meters)     1250.45  (feet) COMP
 OO1449  MODELED GRAVITY -    980,355.5   (mgal)                       NAVD 88
 OO1449
 OO1449  VERT ORDER      -  SECOND    CLASS I
 OO1449
 OO1449.The horizontal coordinates were determined by differentially corrected
 OO1449.hand held GPS observations or other comparable positioning techniques
 OO1449.and have an estimated accuracy of +/- 3 meters.
 OO1449
 OO1449.The orthometric height was determined by differential leveling and
 OO1449.adjusted by the NATIONAL GEODETIC SURVEY
 OO1449.in June 1991.
 OO1449
 OO1449.Significant digits in the geoid height do not necessarily reflect accuracy.
 OO1449.GEOID18 height accuracy estimate available here.
 OO1449
 OO1449.Click photographs - Photos may exist for this station.
 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     -   170,959.5     848,944.8     MT  (+/- 3 meters HH1 GPS) 
 OO1449
 OO1449_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVJ6826231629(NAD 83)
 OO1449
 OO1449                          SUPERSEDED SURVEY CONTROL
 OO1449
 OO1449.No superseded survey control is available for this station.
 OO1449
 OO1449_MARKER: DV = VERTICAL CONTROL DISK
 OO1449_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 OO1449_SP_SET: WATER TANK FOUNDATION
 OO1449_STAMPING: 2406 B 1980
 OO1449_MARK LOGO: MNHD
 OO1449_MAGNETIC: N = NO MAGNETIC MATERIAL
 OO1449_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OO1449_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 OO1449+SATELLITE: SATELLITE OBSERVATIONS - July 26, 2016
 OO1449
 OO1449  HISTORY     - Date     Condition        Report By
 OO1449  HISTORY     - 1980     MONUMENTED       MNDT
 OO1449  HISTORY     - 20160726 GOOD             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.
 OO1449
 OO1449                          STATION RECOVERY (2016)
 OO1449
 OO1449'RECOVERY NOTE BY MN DEPT OF TRANSP 2016 (KMS)
 OO1449'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 OO1450 ***********************************************************************
 OO1450  DESIGNATION -  2406 C
 OO1450  PID         -  OO1450
 OO1450  STATE/COUNTY-  MN/FREEBORN
 OO1450  COUNTRY     -  US
 OO1450  USGS QUAD   -  ALBERT LEA WEST (2019)
 OO1450
 OO1450                         *CURRENT SURVEY CONTROL
 OO1450  ______________________________________________________________________
 OO1450* NAD 83(1986) POSITION- 43 37 33.76   (N) 093 23 33.81   (W)   HD_HELD1
 OO1450* NAVD 88 ORTHO HEIGHT -   382.630 (meters)     1255.35  (feet) ADJUSTED
 OO1450  ______________________________________________________________________
 OO1450  GEOID HEIGHT    -        -29.343 (meters)                     GEOID18
 OO1450  DYNAMIC HEIGHT  -        382.532 (meters)     1255.02  (feet) COMP
 OO1450  MODELED GRAVITY -    980,354.1   (mgal)                       NAVD 88
 OO1450
 OO1450  VERT ORDER      -  SECOND    CLASS I
 OO1450
 OO1450.The horizontal coordinates were determined by differentially corrected
 OO1450.hand held GPS observations or other comparable positioning techniques
 OO1450.and have an estimated accuracy of +/- 3 meters.
 OO1450
 OO1450.The orthometric height was determined by differential leveling and
 OO1450.adjusted by the NATIONAL GEODETIC SURVEY
 OO1450.in June 1991.
 OO1450
 OO1450.Significant digits in the geoid height do not necessarily reflect accuracy.
 OO1450.GEOID18 height accuracy estimate available here.
 OO1450
 OO1450.Click photographs - Photos may exist for this station.
 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     -   169,744.6     849,013.5     MT  (+/- 3 meters HH1 GPS) 
 OO1450
 OO1450_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVJ6831630414(NAD 83)
 OO1450
 OO1450                          SUPERSEDED SURVEY CONTROL
 OO1450
 OO1450.No superseded survey control is available for this station.
 OO1450
 OO1450_MARKER: DV = VERTICAL CONTROL DISK
 OO1450_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 OO1450_STAMPING: 2406 C 1980
 OO1450_MARK LOGO: MNHD
 OO1450_PROJECTION: PROJECTING 8 CENTIMETERS
 OO1450_MAGNETIC: I = MARKER IS A STEEL ROD
 OO1450_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OO1450_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 OO1450+SATELLITE: SATELLITE OBSERVATIONS - July 26, 2016
 OO1450
 OO1450  HISTORY     - Date     Condition        Report By
 OO1450  HISTORY     - 1980     MONUMENTED       MNDT
 OO1450  HISTORY     - 20160726 GOOD             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.
 OO1450
 OO1450                          STATION RECOVERY (2016)
 OO1450
 OO1450'RECOVERY NOTE BY MN DEPT OF TRANSP 2016 (KMS)
 OO1450'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 OO1452 ***********************************************************************
 OO1452  DESIGNATION -  2406 E
 OO1452  PID         -  OO1452
 OO1452  STATE/COUNTY-  MN/FREEBORN
 OO1452  COUNTRY     -  US
 OO1452  USGS QUAD   -  EMMONS (2019)
 OO1452
 OO1452                         *CURRENT SURVEY CONTROL
 OO1452  ______________________________________________________________________
 OO1452* NAD 83(1986) POSITION- 43 36 22.78   (N) 093 24 04.30   (W)   HD_HELD1
 OO1452* NAVD 88 ORTHO HEIGHT -   392.237 (meters)     1286.86  (feet) ADJUSTED
 OO1452  ______________________________________________________________________
 OO1452  GEOID HEIGHT    -        -29.367 (meters)                     GEOID18
 OO1452  DYNAMIC HEIGHT  -        392.136 (meters)     1286.53  (feet) COMP
 OO1452  MODELED GRAVITY -    980,350.4   (mgal)                       NAVD 88
 OO1452
 OO1452  VERT ORDER      -  SECOND    CLASS I
 OO1452
 OO1452.The horizontal coordinates were determined by differentially corrected
 OO1452.hand held GPS observations or other comparable positioning techniques
 OO1452.and have an estimated accuracy of +/- 3 meters.
 OO1452
 OO1452.The orthometric height was determined by differential leveling and
 OO1452.adjusted by the NATIONAL GEODETIC SURVEY
 OO1452.in November 1998.
 OO1452
 OO1452.Significant digits in the geoid height do not necessarily reflect accuracy.
 OO1452.GEOID18 height accuracy estimate available here.
 OO1452
 OO1452.Click photographs - Photos may exist for this station.
 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     -   167,548.9     848,346.0     MT  (+/- 3 meters HH1 GPS) 
 OO1452
 OO1452_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVJ6762228228(NAD 83)
 OO1452
 OO1452                          SUPERSEDED SURVEY CONTROL
 OO1452
 OO1452  NAVD 88 (06/15/91)  392.225  (m)         1286.82   (f) SUPERSEDED  2 1
 OO1452
 OO1452.Superseded values are not recommended for survey control.
 OO1452
 OO1452.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OO1452.See file dsdata.pdf to determine how the superseded data were derived.
 OO1452
 OO1452_MARKER: DV = VERTICAL CONTROL DISK
 OO1452_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 OO1452_STAMPING: 2406 E 1980
 OO1452_MARK LOGO: MNHD
 OO1452_PROJECTION: PROJECTING 8 CENTIMETERS
 OO1452_MAGNETIC: I = MARKER IS A STEEL ROD
 OO1452_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OO1452_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 OO1452+SATELLITE: SATELLITE OBSERVATIONS - July 26, 2016
 OO1452
 OO1452  HISTORY     - Date     Condition        Report By
 OO1452  HISTORY     - 1980     MONUMENTED       MNDT
 OO1452  HISTORY     - 19911112 GOOD             MNDT
 OO1452  HISTORY     - 20160726 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.
 OO1452
 OO1452                          STATION RECOVERY (2016)
 OO1452
 OO1452'RECOVERY NOTE BY MN DEPT OF TRANSP 2016 (KMS)
 OO1452'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 OO1454 ***********************************************************************
 OO1454  DESIGNATION -  2406 G
 OO1454  PID         -  OO1454
 OO1454  STATE/COUNTY-  MN/FREEBORN
 OO1454  COUNTRY     -  US
 OO1454  USGS QUAD   -  EMMONS (2019)
 OO1454
 OO1454                         *CURRENT SURVEY CONTROL
 OO1454  ______________________________________________________________________
 OO1454* NAD 83(1986) POSITION- 43 35 10.63   (N) 093 24 11.71   (W)   HD_HELD1
 OO1454* NAVD 88 ORTHO HEIGHT -   392.332 (meters)     1287.18  (feet) ADJUSTED
 OO1454  ______________________________________________________________________
 OO1454  GEOID HEIGHT    -        -29.380 (meters)                     GEOID18
 OO1454  DYNAMIC HEIGHT  -        392.229 (meters)     1286.84  (feet) COMP
 OO1454  MODELED GRAVITY -    980,347.8   (mgal)                       NAVD 88
 OO1454
 OO1454  VERT ORDER      -  SECOND    CLASS I
 OO1454
 OO1454.The horizontal coordinates were determined by differentially corrected
 OO1454.hand held GPS observations or other comparable positioning techniques
 OO1454.and have an estimated accuracy of +/- 3 meters.
 OO1454
 OO1454.The orthometric height was determined by differential leveling and
 OO1454.adjusted by the NATIONAL GEODETIC SURVEY
 OO1454.in June 1991.
 OO1454
 OO1454.Significant digits in the geoid height do not necessarily reflect accuracy.
 OO1454.GEOID18 height accuracy estimate available here.
 OO1454
 OO1454.Click photographs - Photos may exist for this station.
 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     -   165,320.9     848,196.1     MT  (+/- 3 meters HH1 GPS) 
 OO1454
 OO1454_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVJ6744526003(NAD 83)
 OO1454
 OO1454                          SUPERSEDED SURVEY CONTROL
 OO1454
 OO1454.No superseded survey control is available for this station.
 OO1454
 OO1454_MARKER: DV = VERTICAL CONTROL DISK
 OO1454_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 OO1454_STAMPING: 2406 G 1980
 OO1454_MARK LOGO: MNHD
 OO1454_PROJECTION: PROJECTING 5 CENTIMETERS
 OO1454_MAGNETIC: I = MARKER IS A STEEL ROD
 OO1454_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OO1454_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 OO1454+SATELLITE: SATELLITE OBSERVATIONS - July 26, 2016
 OO1454
 OO1454  HISTORY     - Date     Condition        Report By
 OO1454  HISTORY     - 1980     MONUMENTED       MNDT
 OO1454  HISTORY     - 19911112 GOOD             MNDT
 OO1454  HISTORY     - 20160726 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.
 OO1454
 OO1454                          STATION RECOVERY (2016)
 OO1454
 OO1454'RECOVERY NOTE BY MN DEPT OF TRANSP 2016 (KMS)
 OO1454'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DP5776 ***********************************************************************
 DP5776  DESIGNATION -  2406 H
 DP5776  PID         -  DP5776
 DP5776  STATE/COUNTY-  MN/FREEBORN
 DP5776  COUNTRY     -  US
 DP5776  USGS QUAD   -  EMMONS (2019)
 DP5776
 DP5776                         *CURRENT SURVEY CONTROL
 DP5776  ______________________________________________________________________
 DP5776* NAD 83(2011) POSITION- 43 33 30.73491(N) 093 26 18.04624(W)   ADJUSTED
 DP5776* NAD 83(2011) ELLIP HT-   358.269 (meters)        (11/18/14)   ADJUSTED
 DP5776* NAD 83(2011) EPOCH   -  2010.00
 DP5776* NAVD 88 ORTHO HEIGHT -   387.694 (meters)     1271.96  (feet) ADJUSTED
 DP5776  ______________________________________________________________________
 DP5776  GEOID HEIGHT    -        -29.440 (meters)                     GEOID18
 DP5776  NAD 83(2011) X  -   -277,662.071 (meters)                     COMP
 DP5776  NAD 83(2011) Y  - -4,621,338.888 (meters)                     COMP
 DP5776  NAD 83(2011) Z  -  4,372,923.970 (meters)                     COMP
 DP5776  LAPLACE CORR    -          2.55  (seconds)                    DEFLEC18
 DP5776  DYNAMIC HEIGHT  -        387.590 (meters)     1271.62  (feet) COMP
 DP5776  MODELED GRAVITY -    980,340.0   (mgal)                       NAVD 88
 DP5776
 DP5776  VERT ORDER      -  SECOND    CLASS I
 DP5776
 DP5776  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DP5776  Standards:
 DP5776         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DP5776            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DP5776  -------------------------------------------------------------------
 DP5776  NETWORK    0.96   1.92           0.43   0.34   0.98      0.14869934
 DP5776  -------------------------------------------------------------------
 DP5776  Click here for local accuracies and other accuracy information.
 DP5776
 DP5776.The horizontal coordinates were established by GPS observations
 DP5776.and adjusted by the MN DEPT OF TRANSP in November 2014.
 DP5776
 DP5776.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DP5776.been affixed to the stable North American tectonic plate. See 
 DP5776.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DP5776
 DP5776.The horizontal coordinates are valid at the epoch date displayed above
 DP5776.which is a decimal equivalence of Year/Month/Day.
 DP5776
 DP5776.The orthometric height was determined by differential leveling and
 DP5776.adjusted by the NATIONAL GEODETIC SURVEY
 DP5776.in May 2019.
 DP5776
 DP5776.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP5776.GEOID18 height accuracy estimate available here.
 DP5776
 DP5776.Click photographs - Photos may exist for this station.
 DP5776
 DP5776.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DP5776
 DP5776.The Laplace correction was computed from DEFLEC18 derived deflections.
 DP5776
 DP5776.The ellipsoidal height was determined by GPS observations
 DP5776.and is referenced to NAD 83.
 DP5776
 DP5776.The dynamic height is computed by dividing the NAVD 88
 DP5776.geopotential number by the normal gravity value computed on the
 DP5776.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP5776.degrees latitude (g = 980.6199 gals.).
 DP5776
 DP5776.The modeled gravity was interpolated from observed gravity values.
 DP5776
 DP5776. The following values were computed from the NAD 83(2011) position.
 DP5776
 DP5776;                    North         East     Units Scale Factor Converg.
 DP5776;SPC MN S     -   162,217.786   845,382.984   MT  1.00005628   +0 23 37.2
 DP5776;SPC MN S     -   532,209.52  2,773,560.67   sFT  1.00005628   +0 23 37.2
 DP5776;UTM  15      - 4,822,935.796   464,596.435   MT  0.99961542   -0 18 07.4
 DP5776
 DP5776!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DP5776!SPC MN S     -   0.99994382  x   1.00005628  =   1.00000010
 DP5776!UTM  15      -   0.99994382  x   0.99961542  =   0.99955926
 DP5776
 DP5776_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVJ6459622935(NAD 83)
 DP5776
 DP5776                          SUPERSEDED SURVEY CONTROL
 DP5776
 DP5776  NAVD 88 (11/18/14)  387.73   (m)  GEOID12A model used  GPS OBS        
 DP5776
 DP5776.Superseded values are not recommended for survey control.
 DP5776
 DP5776.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DP5776.See file dsdata.pdf to determine how the superseded data were derived.
 DP5776
 DP5776_MARKER: F = FLANGE-ENCASED ROD
 DP5776_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DP5776_STAMPING: 2406 H 2013
 DP5776_MARK LOGO: MNDT
 DP5776_PROJECTION: RECESSED 5 CENTIMETERS
 DP5776_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DP5776_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DP5776_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP5776+SATELLITE: SATELLITE OBSERVATIONS - July 26, 2016
 DP5776_ROD/PIPE-DEPTH: 7.0 meters
 DP5776
 DP5776  HISTORY     - Date     Condition        Report By
 DP5776  HISTORY     - 20130625 MONUMENTED       MNDT
 DP5776  HISTORY     - 20160726 GOOD             MNDT
 DP5776
 DP5776                          STATION DESCRIPTION
 DP5776
 DP5776'DESCRIBED BY MN DEPT OF TRANSP 2013
 DP5776'1.0 MILE WEST SOUTHWEST OF TWIN LAKES, 0.75 MILE WEST AND SOUTH ALONG
 DP5776'TRUNK HIGHWAY 69 FROM THE JUNCTION OF TRUNK HIGHWAY 69 AND COUNTY ROAD
 DP5776'71/COUNTY ROAD 16 IN TWIN LAKES, AT TRUNK HIGHWAY 69 MILEPOINT 5.2,
 DP5776'58.3 FEET SOUTH OF TRUNK HIGHWAY 69, 20.8 FEET EAST OF DRIVEWAY NUMBER
 DP5776'14140, 1.5 FEET NORTH OF WITNESS POST.
 DP5776
 DP5776                          STATION RECOVERY (2016)
 DP5776
 DP5776'RECOVERY NOTE BY MN DEPT OF TRANSP 2016 (KMS)
 DP5776'RECOVERED AS DESCRIBED.
 DP5776'
 DP5776'NOTE-THE STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM ROD
 DP5776'DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION REMOVABLE DISK
 DP5776'SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH PVC
 DP5776'PIPE BACK FILLED WITH WASHED SAND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 OO1455 ***********************************************************************
 OO1455  DESIGNATION -  2406 H 1
 OO1455  PID         -  OO1455
 OO1455  STATE/COUNTY-  MN/FREEBORN
 OO1455  COUNTRY     -  US
 OO1455  USGS QUAD   -  EMMONS (2019)
 OO1455
 OO1455                         *CURRENT SURVEY CONTROL
 OO1455  ______________________________________________________________________
 OO1455* NAD 83(1986) POSITION- 43 34 27.59   (N) 093 23 53.73   (W)   HD_HELD1
 OO1455* NAVD 88 ORTHO HEIGHT -   392.613 (meters)     1288.10  (feet) ADJUSTED
 OO1455  ______________________________________________________________________
 OO1455  GEOID HEIGHT    -        -29.379 (meters)                     GEOID18
 OO1455  DYNAMIC HEIGHT  -        392.510 (meters)     1287.76  (feet) COMP
 OO1455  MODELED GRAVITY -    980,346.9   (mgal)                       NAVD 88
 OO1455
 OO1455  VERT ORDER      -  SECOND    CLASS I
 OO1455
 OO1455.The horizontal coordinates were determined by differentially corrected
 OO1455.hand held GPS observations or other comparable positioning techniques
 OO1455.and have an estimated accuracy of +/- 3 meters.
 OO1455
 OO1455.The orthometric height was determined by differential leveling and
 OO1455.adjusted by the NATIONAL GEODETIC SURVEY
 OO1455.in June 1991.
 OO1455
 OO1455.Significant digits in the geoid height do not necessarily reflect accuracy.
 OO1455.GEOID18 height accuracy estimate available here.
 OO1455
 OO1455.Click photographs - Photos may exist for this station.
 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     -   163,995.6     848,609.2     MT  (+/- 3 meters HH1 GPS) 
 OO1455
 OO1455_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVJ6784224673(NAD 83)
 OO1455
 OO1455                          SUPERSEDED SURVEY CONTROL
 OO1455
 OO1455.No superseded survey control is available for this station.
 OO1455
 OO1455_MARKER: DV = VERTICAL CONTROL DISK
 OO1455_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 OO1455_STAMPING: 2406 H 1 1980
 OO1455_MARK LOGO: MNHD
 OO1455_PROJECTION: PROJECTING 5 CENTIMETERS
 OO1455_MAGNETIC: I = MARKER IS A STEEL ROD
 OO1455_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OO1455_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 OO1455+SATELLITE: SATELLITE OBSERVATIONS - July 26, 2016
 OO1455
 OO1455  HISTORY     - Date     Condition        Report By
 OO1455  HISTORY     - 1980     MONUMENTED       MNDT
 OO1455  HISTORY     - 19911112 GOOD             MNDT
 OO1455  HISTORY     - 20160726 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.
 OO1455
 OO1455                          STATION RECOVERY (2016)
 OO1455
 OO1455'RECOVERY NOTE BY MN DEPT OF TRANSP 2016 (KMS)
 OO1455'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 OO1456 ***********************************************************************
 OO1456  DESIGNATION -  2406 H 2
 OO1456  PID         -  OO1456
 OO1456  STATE/COUNTY-  MN/FREEBORN
 OO1456  COUNTRY     -  US
 OO1456  USGS QUAD   -  EMMONS (2019)
 OO1456
 OO1456                         *CURRENT SURVEY CONTROL
 OO1456  ______________________________________________________________________
 OO1456* NAD 83(1986) POSITION- 43 34 31.43   (N) 093 22 42.86   (W)   HD_HELD1
 OO1456* NAVD 88 ORTHO HEIGHT -   384.686 (meters)     1262.09  (feet) ADJUSTED
 OO1456  ______________________________________________________________________
 OO1456  GEOID HEIGHT    -        -29.345 (meters)                     GEOID18
 OO1456  DYNAMIC HEIGHT  -        384.587 (meters)     1261.77  (feet) COMP
 OO1456  MODELED GRAVITY -    980,349.9   (mgal)                       NAVD 88
 OO1456
 OO1456  VERT ORDER      -  SECOND    CLASS I
 OO1456
 OO1456.The horizontal coordinates were determined by differentially corrected
 OO1456.hand held GPS observations or other comparable positioning techniques
 OO1456.and have an estimated accuracy of +/- 3 meters.
 OO1456
 OO1456.The orthometric height was determined by differential leveling and
 OO1456.adjusted by the NATIONAL GEODETIC SURVEY
 OO1456.in June 1991.
 OO1456
 OO1456.Significant digits in the geoid height do not necessarily reflect accuracy.
 OO1456.GEOID18 height accuracy estimate available here.
 OO1456
 OO1456.Click photographs - Photos may exist for this station.
 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     -   164,126.0     850,198.5     MT  (+/- 3 meters HH1 GPS) 
 OO1456
 OO1456_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVJ6943224784(NAD 83)
 OO1456
 OO1456                          SUPERSEDED SURVEY CONTROL
 OO1456
 OO1456.No superseded survey control is available for this station.
 OO1456
 OO1456_MARKER: DV = VERTICAL CONTROL DISK
 OO1456_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 OO1456_STAMPING: 2406 H 2 1980
 OO1456_MARK LOGO: MNHD
 OO1456_PROJECTION: RECESSED 10 CENTIMETERS
 OO1456_MAGNETIC: I = MARKER IS A STEEL ROD
 OO1456_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OO1456_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 OO1456+SATELLITE: SATELLITE OBSERVATIONS - July 26, 2016
 OO1456
 OO1456  HISTORY     - Date     Condition        Report By
 OO1456  HISTORY     - 1980     MONUMENTED       MNDT
 OO1456  HISTORY     - 20160726 GOOD             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.
 OO1456
 OO1456                          STATION RECOVERY (2016)
 OO1456
 OO1456'RECOVERY NOTE BY MN DEPT OF TRANSP 2016 (KMS)
 OO1456'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 AF9719 ***********************************************************************
 AF9719  DESIGNATION -  2406 J
 AF9719  PID         -  AF9719
 AF9719  STATE/COUNTY-  MN/FREEBORN
 AF9719  COUNTRY     -  US
 AF9719  USGS QUAD   -  EMMONS (2019)
 AF9719
 AF9719                         *CURRENT SURVEY CONTROL
 AF9719  ______________________________________________________________________
 AF9719* NAD 83(1986) POSITION- 43 34 42.62   (N) 093 24 23.89   (W)   HD_HELD1
 AF9719* NAVD 88 ORTHO HEIGHT -   385.185 (meters)     1263.73  (feet) ADJUSTED
 AF9719  ______________________________________________________________________
 AF9719  GEOID HEIGHT    -        -29.389 (meters)                     GEOID18
 AF9719  DYNAMIC HEIGHT  -        385.084 (meters)     1263.40  (feet) COMP
 AF9719  MODELED GRAVITY -    980,346.5   (mgal)                       NAVD 88
 AF9719
 AF9719  VERT ORDER      -  SECOND    CLASS I
 AF9719
 AF9719.The horizontal coordinates were determined by differentially corrected
 AF9719.hand held GPS observations or other comparable positioning techniques
 AF9719.and have an estimated accuracy of +/- 3 meters.
 AF9719
 AF9719.The orthometric height was determined by differential leveling and
 AF9719.adjusted by the NATIONAL GEODETIC SURVEY
 AF9719.in November 1998.
 AF9719
 AF9719.Significant digits in the geoid height do not necessarily reflect accuracy.
 AF9719.GEOID18 height accuracy estimate available here.
 AF9719
 AF9719.Click photographs - Photos may exist for this station.
 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     -   164,454.5     847,929.1     MT  (+/- 3 meters HH1 GPS) 
 AF9719
 AF9719_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVJ6716825140(NAD 83)
 AF9719
 AF9719                          SUPERSEDED SURVEY CONTROL
 AF9719
 AF9719.No superseded survey control is available for this station.
 AF9719
 AF9719_MARKER: DV = VERTICAL CONTROL DISK
 AF9719_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 AF9719_STAMPING: 2406 J 1991
 AF9719_MARK LOGO: MNDT
 AF9719_PROJECTION: FLUSH
 AF9719_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AF9719_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AF9719_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AF9719+SATELLITE: SATELLITE OBSERVATIONS - July 26, 2016
 AF9719_ROD/PIPE-DEPTH: 3.0 meters
 AF9719
 AF9719  HISTORY     - Date     Condition        Report By
 AF9719  HISTORY     - 1991     MONUMENTED       MNDT
 AF9719  HISTORY     - 20160726 GOOD             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.
 AF9719
 AF9719                          STATION RECOVERY (2016)
 AF9719
 AF9719'RECOVERY NOTE BY MN DEPT OF TRANSP 2016 (KMS)
 AF9719'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 AF9720 ***********************************************************************
 AF9720  DESIGNATION -  2406 K
 AF9720  PID         -  AF9720
 AF9720  STATE/COUNTY-  MN/FREEBORN
 AF9720  COUNTRY     -  US
 AF9720  USGS QUAD   -  EMMONS (2019)
 AF9720
 AF9720                         *CURRENT SURVEY CONTROL
 AF9720  ______________________________________________________________________
 AF9720* NAD 83(1986) POSITION- 43 34 06.     (N) 093 24 34.     (W)   SCALED
 AF9720* NAVD 88 ORTHO HEIGHT -   388.202 (meters)     1273.63  (feet) ADJUSTED
 AF9720  ______________________________________________________________________
 AF9720  GEOID HEIGHT    -        -29.399 (meters)                     GEOID18
 AF9720  DYNAMIC HEIGHT  -        388.099 (meters)     1273.29  (feet) COMP
 AF9720  MODELED GRAVITY -    980,344.5   (mgal)                       NAVD 88
 AF9720
 AF9720  VERT ORDER      -  SECOND    CLASS I
 AF9720
 AF9720.The horizontal coordinates were scaled from a map and have
 AF9720.an estimated accuracy of +/- 6 seconds.
 AF9720
 AF9720.The orthometric height was determined by differential leveling and
 AF9720.adjusted by the NATIONAL GEODETIC SURVEY
 AF9720.in November 1998.
 AF9720
 AF9720.Significant digits in the geoid height do not necessarily reflect accuracy.
 AF9720.GEOID18 height accuracy estimate available here.
 AF9720
 AF9720.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVJ669240(NAD 83)
 AF9720
 AF9720                          SUPERSEDED SURVEY CONTROL
 AF9720
 AF9720.No superseded survey control is available for this station.
 AF9720
 AF9720_MARKER: DV = VERTICAL CONTROL DISK
 AF9720_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 AF9720_STAMPING: 2406 K 1991
 AF9720_MARK LOGO: MNDT
 AF9720_PROJECTION: FLUSH
 AF9720_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AF9720_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AF9720_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AF9720+SATELLITE: SATELLITE OBSERVATIONS - 1991
 AF9720_ROD/PIPE-DEPTH: 4.6 meters
 AF9720
 AF9720  HISTORY     - Date     Condition        Report By
 AF9720  HISTORY     - 1991     MONUMENTED       MNDT
 AF9720
 AF9720                          STATION DESCRIPTION
 AF9720
 AF9720'DESCRIBED BY MN DEPT OF TRANSP 1991 (HTS)
 AF9720'THE MARK IS LOCATED ABOUT 0.75 MILE (1.21 KM) NE OF THE CITY OF TWIN
 AF9720'LAKES IN THE NE 1/4 SECTION 12, T101N, R22W.  THE MARK IS 0.75 MILE
 AF9720'(1.21 KM) NE ALONG TH 69 FROM THE JCT OF TH 69, CO RD 71, AND CO RD 16
 AF9720'AT TWIN LAKES, AT MILEPOINT 6.9, 200.0 FT (61.0 M) EAST OF AND ABOUT
 AF9720'LEVEL WITH THE CENTERLINE OF TH 69, 30.0 FT (9.1 M) NORTH OF THE
 AF9720'CENTER OF A GRAVEL ROAD, 2.3 FT (0.7 M) WEST OF A P-POLE, 1.3 FT (0.4
 AF9720'M) SOUTH OF A STEEL WIT POST, AND FLUSH WITH THE GROUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DQ5913 ***********************************************************************
 DQ5913  DESIGNATION -  2406 L RESET
 DQ5913  PID         -  DQ5913
 DQ5913  STATE/COUNTY-  MN/FREEBORN
 DQ5913  COUNTRY     -  US
 DQ5913  USGS QUAD   -  EMMONS (2019)
 DQ5913
 DQ5913                         *CURRENT SURVEY CONTROL
 DQ5913  ______________________________________________________________________
 DQ5913* NAD 83(1986) POSITION- 43 33 47.01   (N) 093 25 11.47   (W)   HD_HELD1
 DQ5913* NAVD 88 ORTHO HEIGHT -   389.024 (meters)     1276.32  (feet) ADJUSTED
 DQ5913  ______________________________________________________________________
 DQ5913  GEOID HEIGHT    -        -29.416 (meters)                     GEOID18
 DQ5913  DYNAMIC HEIGHT  -        388.921 (meters)     1275.98  (feet) COMP
 DQ5913  MODELED GRAVITY -    980,342.5   (mgal)                       NAVD 88
 DQ5913
 DQ5913  VERT ORDER      -  SECOND    CLASS I
 DQ5913
 DQ5913.The horizontal coordinates were determined by differentially corrected
 DQ5913.hand held GPS observations or other comparable positioning techniques
 DQ5913.and have an estimated accuracy of +/- 3 meters.
 DQ5913
 DQ5913.The orthometric height was determined by differential leveling and
 DQ5913.adjusted by the NATIONAL GEODETIC SURVEY
 DQ5913.in May 2019.
 DQ5913
 DQ5913.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ5913.GEOID18 height accuracy estimate available here.
 DQ5913
 DQ5913.Click photographs - Photos may exist for this station.
 DQ5913
 DQ5913.The dynamic height is computed by dividing the NAVD 88
 DQ5913.geopotential number by the normal gravity value computed on the
 DQ5913.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ5913.degrees latitude (g = 980.6199 gals.).
 DQ5913
 DQ5913.The modeled gravity was interpolated from observed gravity values.
 DQ5913
 DQ5913;                    North         East    Units  Estimated Accuracy
 DQ5913;SPC MN S     -   162,730.5     846,873.7     MT  (+/- 3 meters HH1 GPS) 
 DQ5913
 DQ5913_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVJ6609223430(NAD 83)
 DQ5913
 DQ5913                          SUPERSEDED SURVEY CONTROL
 DQ5913
 DQ5913.No superseded survey control is available for this station.
 DQ5913
 DQ5913_MARKER: I = METAL ROD
 DQ5913_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DQ5913_STAMPING: 2406 L RESET 2016
 DQ5913_MARK LOGO: MNDT
 DQ5913_PROJECTION: RECESSED 13 CENTIMETERS
 DQ5913_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DQ5913_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ5913_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DQ5913+SATELLITE: SATELLITE OBSERVATIONS - July 26, 2016
 DQ5913_ROD/PIPE-DEPTH: 3.4 meters
 DQ5913
 DQ5913  HISTORY     - Date     Condition        Report By
 DQ5913  HISTORY     - 20160726 MONUMENTED       MNDT
 DQ5913
 DQ5913                          STATION DESCRIPTION
 DQ5913
 DQ5913'DESCRIBED BY MN DEPT OF TRANSP 2016
 DQ5913'THE MARK IS LOCATED ABOUT IN TWIN LAKES.
 DQ5913'
 DQ5913'TO REACH THE MARK GO 0.2 MI (0.3 KM) EAST-NORTHEAST ALONG TRUNK
 DQ5913'HIGHWAY 69 FROM THE JUNCTION OF TRUNK HIGHWAY 69 AND COUNTY ROAD 16
 DQ5913'AND COUNTY ROAD 71 IN TWIN LAKES.  AT TRUNK HIGHWAY 69 MILE POINT 6.2.
 DQ5913'THE MARK IS LOCATED 76.5 FT (23.3 M) NORTH-NORTHWEST OF TRUNK HIGHWAY
 DQ5913'69, 121.0 FT (36.9 M) EAST OF THIRD STREET, 2.2 FT (0.7 M) EAST OF
 DQ5913'POWER POLE WITH 4 GUY WIRE, 2.4 FT (0.7 M) NORTHEAST OF THE WITNESS
 DQ5913'POST.
 DQ5913'
 DQ5913'NOTE-THE STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM ROD
 DQ5913'DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION REMOVABLE DISK
 DQ5913'SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH PVC
 DQ5913'PIPE BACK FILLED WITH WASHED SAND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 AF9722 ***********************************************************************
 AF9722  DESIGNATION -  2406 M
 AF9722  PID         -  AF9722
 AF9722  STATE/COUNTY-  MN/FREEBORN
 AF9722  COUNTRY     -  US
 AF9722  USGS QUAD   -  EMMONS (2019)
 AF9722
 AF9722                         *CURRENT SURVEY CONTROL
 AF9722  ______________________________________________________________________
 AF9722* NAD 83(1986) POSITION- 43 33 39.09   (N) 093 25 26.14   (W)   HD_HELD1
 AF9722* NAVD 88 ORTHO HEIGHT -   392.121 (meters)     1286.48  (feet) ADJUSTED
 AF9722  ______________________________________________________________________
 AF9722  GEOID HEIGHT    -        -29.422 (meters)                     GEOID18
 AF9722  DYNAMIC HEIGHT  -        392.017 (meters)     1286.14  (feet) COMP
 AF9722  MODELED GRAVITY -    980,341.8   (mgal)                       NAVD 88
 AF9722
 AF9722  VERT ORDER      -  SECOND    CLASS I
 AF9722
 AF9722.The horizontal coordinates were determined by differentially corrected
 AF9722.hand held GPS observations or other comparable positioning techniques
 AF9722.and have an estimated accuracy of +/- 3 meters.
 AF9722
 AF9722.The orthometric height was determined by differential leveling and
 AF9722.adjusted by the NATIONAL GEODETIC SURVEY
 AF9722.in May 2019.
 AF9722
 AF9722.Significant digits in the geoid height do not necessarily reflect accuracy.
 AF9722.GEOID18 height accuracy estimate available here.
 AF9722
 AF9722.Click photographs - Photos may exist for this station.
 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     -   162,483.8     846,546.2     MT  (+/- 3 meters HH1 GPS) 
 AF9722
 AF9722_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVJ6576223187(NAD 83)
 AF9722
 AF9722                          SUPERSEDED SURVEY CONTROL
 AF9722
 AF9722  NAVD 88 (11/18/98)  392.123  (m)         1286.49   (f) SUPERSEDED  2 1
 AF9722
 AF9722.Superseded values are not recommended for survey control.
 AF9722
 AF9722.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AF9722.See file dsdata.pdf to determine how the superseded data were derived.
 AF9722
 AF9722_MARKER: DV = VERTICAL CONTROL DISK
 AF9722_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AF9722_SP_SET: WATER TANK FOUNDATION
 AF9722_STAMPING: 2406 M 1991
 AF9722_MARK LOGO: MNDT
 AF9722_MAGNETIC: N = NO MAGNETIC MATERIAL
 AF9722_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AF9722_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AF9722+SATELLITE: SATELLITE OBSERVATIONS - July 26, 2016
 AF9722
 AF9722  HISTORY     - Date     Condition        Report By
 AF9722  HISTORY     - 1991     MONUMENTED       MNDT
 AF9722  HISTORY     - 20160726 GOOD             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.
 AF9722
 AF9722                          STATION RECOVERY (2016)
 AF9722
 AF9722'RECOVERY NOTE BY MN DEPT OF TRANSP 2016 (KMS)
 AF9722'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 AF9723 ***********************************************************************
 AF9723  DESIGNATION -  2406 N
 AF9723  PID         -  AF9723
 AF9723  STATE/COUNTY-  MN/FREEBORN
 AF9723  COUNTRY     -  US
 AF9723  USGS QUAD   -  EMMONS (2019)
 AF9723
 AF9723                         *CURRENT SURVEY CONTROL
 AF9723  ______________________________________________________________________
 AF9723* NAD 83(1986) POSITION- 43 33 32.46   (N) 093 26 17.95   (W)   HD_HELD1
 AF9723* NAVD 88 ORTHO HEIGHT -   387.299 (meters)     1270.66  (feet) ADJUSTED
 AF9723  ______________________________________________________________________
 AF9723  GEOID HEIGHT    -        -29.440 (meters)                     GEOID18
 AF9723  DYNAMIC HEIGHT  -        387.195 (meters)     1270.32  (feet) COMP
 AF9723  MODELED GRAVITY -    980,340.2   (mgal)                       NAVD 88
 AF9723
 AF9723  VERT ORDER      -  SECOND    CLASS I
 AF9723
 AF9723.The horizontal coordinates were determined by differentially corrected
 AF9723.hand held GPS observations or other comparable positioning techniques
 AF9723.and have an estimated accuracy of +/- 3 meters.
 AF9723
 AF9723.The orthometric height was determined by differential leveling and
 AF9723.adjusted by the NATIONAL GEODETIC SURVEY
 AF9723.in May 2019.
 AF9723
 AF9723.Significant digits in the geoid height do not necessarily reflect accuracy.
 AF9723.GEOID18 height accuracy estimate available here.
 AF9723
 AF9723.Click photographs - Photos may exist for this station.
 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     -   162,271.0     845,384.8     MT  (+/- 3 meters HH1 GPS) 
 AF9723
 AF9723_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVJ6459822989(NAD 83)
 AF9723
 AF9723                          SUPERSEDED SURVEY CONTROL
 AF9723
 AF9723  NAVD 88 (11/18/98)  387.300  (m)         1270.67   (f) SUPERSEDED  2 1
 AF9723
 AF9723.Superseded values are not recommended for survey control.
 AF9723
 AF9723.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AF9723.See file dsdata.pdf to determine how the superseded data were derived.
 AF9723
 AF9723_MARKER: DV = VERTICAL CONTROL DISK
 AF9723_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 AF9723_STAMPING: 2406 N 1991
 AF9723_MARK LOGO: MNDT
 AF9723_PROJECTION: FLUSH
 AF9723_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AF9723_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AF9723_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AF9723+SATELLITE: SATELLITE OBSERVATIONS - July 26, 2016
 AF9723_ROD/PIPE-DEPTH: 4.6 meters
 AF9723
 AF9723  HISTORY     - Date     Condition        Report By
 AF9723  HISTORY     - 1991     MONUMENTED       MNDT
 AF9723  HISTORY     - 20160726 GOOD             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.
 AF9723
 AF9723                          STATION RECOVERY (2016)
 AF9723
 AF9723'RECOVERY NOTE BY MN DEPT OF TRANSP 2016 (KMS)
 AF9723'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DQ5915 ***********************************************************************
 DQ5915  DESIGNATION -  2406 P RESET
 DQ5915  PID         -  DQ5915
 DQ5915  STATE/COUNTY-  MN/FREEBORN
 DQ5915  COUNTRY     -  US
 DQ5915  USGS QUAD   -  EMMONS (2019)
 DQ5915
 DQ5915                         *CURRENT SURVEY CONTROL
 DQ5915  ______________________________________________________________________
 DQ5915* NAD 83(1986) POSITION- 43 33 19.92   (N) 093 27 04.03   (W)   HD_HELD1
 DQ5915* NAVD 88 ORTHO HEIGHT -   385.546 (meters)     1264.91  (feet) ADJUSTED
 DQ5915  ______________________________________________________________________
 DQ5915  GEOID HEIGHT    -        -29.454 (meters)                     GEOID18
 DQ5915  DYNAMIC HEIGHT  -        385.442 (meters)     1264.57  (feet) COMP
 DQ5915  MODELED GRAVITY -    980,338.7   (mgal)                       NAVD 88
 DQ5915
 DQ5915  VERT ORDER      -  SECOND    CLASS I
 DQ5915
 DQ5915.The horizontal coordinates were determined by differentially corrected
 DQ5915.hand held GPS observations or other comparable positioning techniques
 DQ5915.and have an estimated accuracy of +/- 3 meters.
 DQ5915
 DQ5915.The orthometric height was determined by differential leveling and
 DQ5915.adjusted by the NATIONAL GEODETIC SURVEY
 DQ5915.in May 2019.
 DQ5915
 DQ5915.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ5915.GEOID18 height accuracy estimate available here.
 DQ5915
 DQ5915.Click photographs - Photos may exist for this station.
 DQ5915
 DQ5915.The dynamic height is computed by dividing the NAVD 88
 DQ5915.geopotential number by the normal gravity value computed on the
 DQ5915.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ5915.degrees latitude (g = 980.6199 gals.).
 DQ5915
 DQ5915.The modeled gravity was interpolated from observed gravity values.
 DQ5915
 DQ5915;                    North         East    Units  Estimated Accuracy
 DQ5915;SPC MN S     -   161,877.0     844,353.1     MT  (+/- 3 meters HH1 GPS) 
 DQ5915
 DQ5915_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVJ6356222607(NAD 83)
 DQ5915
 DQ5915                          SUPERSEDED SURVEY CONTROL
 DQ5915
 DQ5915.No superseded survey control is available for this station.
 DQ5915
 DQ5915_MARKER: I = METAL ROD
 DQ5915_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DQ5915_STAMPING: 2406 P RESET 2016
 DQ5915_MARK LOGO: MNDT
 DQ5915_PROJECTION: RECESSED 10 CENTIMETERS
 DQ5915_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DQ5915_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ5915_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DQ5915+SATELLITE: SATELLITE OBSERVATIONS - July 26, 2016
 DQ5915_ROD/PIPE-DEPTH: 4.6 meters
 DQ5915
 DQ5915  HISTORY     - Date     Condition        Report By
 DQ5915  HISTORY     - 20160726 MONUMENTED       MNDT
 DQ5915
 DQ5915                          STATION DESCRIPTION
 DQ5915
 DQ5915'DESCRIBED BY MN DEPT OF TRANSP 2016
 DQ5915'THE MARK IS LOCATED ABOUT 1.5 MI (2.4 KM) WEST-SOUTHWEST OF TWIN
 DQ5915'LAKES.
 DQ5915'
 DQ5915'TO REACH THE MARK GO 1.45 MI (2.33 KM) WEST-SOUTHWEST ALONG TRUNK
 DQ5915'HIGHWAY 69 FROM THE JUNCTION OF TRUNK HIGHWAY 69 AND COUNTY ROAD 71
 DQ5915'AND COUNTY ROAD 16 IN TWIN LAKES, AT TRUNK HIGHWAY 69 MILE POINT 4.5.
 DQ5915'
 DQ5915'THE MARK IS LOCATED 81.5 FT (24.8 M) SOUTH-SOUTHEAST OF TRUNK HIGHWAY
 DQ5915'69, 1.7 FT (0.5 M) WEST-SOUTHWEST OF THE RIGHT-OF-WAY POST, 1.4 FT
 DQ5915'(0.4 M) NORTHEAST OF THE WITNESS POST.
 DQ5915'
 DQ5915'NOTE-THE STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM ROD
 DQ5915'DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION REMOVABLE DISK
 DQ5915'SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH PVC
 DQ5915'PIPE BACK FILLED WITH WASHED SAND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 AF9725 ***********************************************************************
 AF9725  DESIGNATION -  2406 Q
 AF9725  PID         -  AF9725
 AF9725  STATE/COUNTY-  MN/FREEBORN
 AF9725  COUNTRY     -  US
 AF9725  USGS QUAD   -  EMMONS (2019)
 AF9725
 AF9725                         *CURRENT SURVEY CONTROL
 AF9725  ______________________________________________________________________
 AF9725* NAD 83(1986) POSITION- 43 32 48.64   (N) 093 27 36.05   (W)   HD_HELD1
 AF9725* NAVD 88 ORTHO HEIGHT -   390.699 (meters)     1281.82  (feet) ADJUSTED
 AF9725  ______________________________________________________________________
 AF9725  GEOID HEIGHT    -        -29.466 (meters)                     GEOID18
 AF9725  DYNAMIC HEIGHT  -        390.593 (meters)     1281.47  (feet) COMP
 AF9725  MODELED GRAVITY -    980,337.1   (mgal)                       NAVD 88
 AF9725
 AF9725  VERT ORDER      -  SECOND    CLASS I
 AF9725
 AF9725.The horizontal coordinates were determined by differentially corrected
 AF9725.hand held GPS observations or other comparable positioning techniques
 AF9725.and have an estimated accuracy of +/- 3 meters.
 AF9725
 AF9725.The orthometric height was determined by differential leveling and
 AF9725.adjusted by the NATIONAL GEODETIC SURVEY
 AF9725.in May 2019.
 AF9725
 AF9725.Significant digits in the geoid height do not necessarily reflect accuracy.
 AF9725.GEOID18 height accuracy estimate available here.
 AF9725
 AF9725.Click photographs - Photos may exist for this station.
 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     -   160,906.8     843,640.8     MT  (+/- 3 meters HH1 GPS) 
 AF9725
 AF9725_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVJ6283921646(NAD 83)
 AF9725
 AF9725                          SUPERSEDED SURVEY CONTROL
 AF9725
 AF9725  NAVD 88 (11/18/98)  390.702  (m)         1281.83   (f) SUPERSEDED  2 1
 AF9725
 AF9725.Superseded values are not recommended for survey control.
 AF9725
 AF9725.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AF9725.See file dsdata.pdf to determine how the superseded data were derived.
 AF9725
 AF9725_MARKER: DV = VERTICAL CONTROL DISK
 AF9725_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 AF9725_STAMPING: 2406 Q 1991
 AF9725_MARK LOGO: MNDT
 AF9725_PROJECTION: FLUSH
 AF9725_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AF9725_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AF9725_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AF9725+SATELLITE: SATELLITE OBSERVATIONS - July 26, 2016
 AF9725_ROD/PIPE-DEPTH: 6.1 meters
 AF9725
 AF9725  HISTORY     - Date     Condition        Report By
 AF9725  HISTORY     - 1991     MONUMENTED       MNDT
 AF9725  HISTORY     - 20160726 GOOD             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.
 AF9725
 AF9725                          STATION RECOVERY (2016)
 AF9725
 AF9725'RECOVERY NOTE BY MN DEPT OF TRANSP 2016 (KMS)
 AF9725'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 AF9726 ***********************************************************************
 AF9726  DESIGNATION -  2406 R
 AF9726  PID         -  AF9726
 AF9726  STATE/COUNTY-  MN/FREEBORN
 AF9726  COUNTRY     -  US
 AF9726  USGS QUAD   -  EMMONS (2019)
 AF9726
 AF9726                         *CURRENT SURVEY CONTROL
 AF9726  ______________________________________________________________________
 AF9726* NAD 83(1986) POSITION- 43 32 09.54   (N) 093 27 43.15   (W)   HD_HELD1
 AF9726* NAVD 88 ORTHO HEIGHT -   390.445 (meters)     1280.98  (feet) ADJUSTED
 AF9726  ______________________________________________________________________
 AF9726  GEOID HEIGHT    -        -29.474 (meters)                     GEOID18
 AF9726  DYNAMIC HEIGHT  -        390.338 (meters)     1280.63  (feet) COMP
 AF9726  MODELED GRAVITY -    980,335.6   (mgal)                       NAVD 88
 AF9726
 AF9726  VERT ORDER      -  SECOND    CLASS I
 AF9726
 AF9726.The horizontal coordinates were determined by differentially corrected
 AF9726.hand held GPS observations or other comparable positioning techniques
 AF9726.and have an estimated accuracy of +/- 3 meters.
 AF9726
 AF9726.The orthometric height was determined by differential leveling and
 AF9726.adjusted by the NATIONAL GEODETIC SURVEY
 AF9726.in May 2019.
 AF9726
 AF9726.Significant digits in the geoid height do not necessarily reflect accuracy.
 AF9726.GEOID18 height accuracy estimate available here.
 AF9726
 AF9726.Click photographs - Photos may exist for this station.
 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     -   159,699.0     843,489.3     MT  (+/- 3 meters HH1 GPS) 
 AF9726
 AF9726_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVJ6267320441(NAD 83)
 AF9726
 AF9726                          SUPERSEDED SURVEY CONTROL
 AF9726
 AF9726  NAVD 88 (11/18/98)  390.446  (m)         1280.99   (f) SUPERSEDED  2 1
 AF9726
 AF9726.Superseded values are not recommended for survey control.
 AF9726
 AF9726.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AF9726.See file dsdata.pdf to determine how the superseded data were derived.
 AF9726
 AF9726_MARKER: DV = VERTICAL CONTROL DISK
 AF9726_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 AF9726_STAMPING: 2406 R 1991
 AF9726_MARK LOGO: MNDT
 AF9726_PROJECTION: FLUSH
 AF9726_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AF9726_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AF9726_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AF9726+SATELLITE: SATELLITE OBSERVATIONS - July 26, 2016
 AF9726_ROD/PIPE-DEPTH: 7.6 meters
 AF9726
 AF9726  HISTORY     - Date     Condition        Report By
 AF9726  HISTORY     - 1991     MONUMENTED       MNDT
 AF9726  HISTORY     - 20160726 GOOD             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.
 AF9726
 AF9726                          STATION RECOVERY (2016)
 AF9726
 AF9726'RECOVERY NOTE BY MN DEPT OF TRANSP 2016 (KMS)
 AF9726'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 AF9727 ***********************************************************************
 AF9727  DESIGNATION -  2406 S
 AF9727  PID         -  AF9727
 AF9727  STATE/COUNTY-  MN/FREEBORN
 AF9727  COUNTRY     -  US
 AF9727  USGS QUAD   -  EMMONS (2019)
 AF9727
 AF9727                         *CURRENT SURVEY CONTROL
 AF9727  ______________________________________________________________________
 AF9727* NAD 83(1986) POSITION- 43 31 04.18   (N) 093 28 43.04   (W)   HD_HELD1
 AF9727* NAVD 88 ORTHO HEIGHT -   388.907 (meters)     1275.94  (feet) ADJUSTED
 AF9727  ______________________________________________________________________
 AF9727  GEOID HEIGHT    -        -29.498 (meters)                     GEOID18
 AF9727  DYNAMIC HEIGHT  -        388.800 (meters)     1275.59  (feet) COMP
 AF9727  MODELED GRAVITY -    980,332.6   (mgal)                       NAVD 88
 AF9727
 AF9727  VERT ORDER      -  SECOND    CLASS I
 AF9727
 AF9727.The horizontal coordinates were determined by differentially corrected
 AF9727.hand held GPS observations or other comparable positioning techniques
 AF9727.and have an estimated accuracy of +/- 3 meters.
 AF9727
 AF9727.The orthometric height was determined by differential leveling and
 AF9727.adjusted by the NATIONAL GEODETIC SURVEY
 AF9727.in May 2019.
 AF9727
 AF9727.Significant digits in the geoid height do not necessarily reflect accuracy.
 AF9727.GEOID18 height accuracy estimate available here.
 AF9727
 AF9727.Click photographs - Photos may exist for this station.
 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     -   157,673.1     842,157.5     MT  (+/- 3 meters HH1 GPS) 
 AF9727
 AF9727_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVJ6131718432(NAD 83)
 AF9727
 AF9727                          SUPERSEDED SURVEY CONTROL
 AF9727
 AF9727  NAVD 88 (11/18/98)  388.908  (m)         1275.94   (f) SUPERSEDED  2 1
 AF9727
 AF9727.Superseded values are not recommended for survey control.
 AF9727
 AF9727.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AF9727.See file dsdata.pdf to determine how the superseded data were derived.
 AF9727
 AF9727_MARKER: DV = VERTICAL CONTROL DISK
 AF9727_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 AF9727_STAMPING: 2406 S 1991
 AF9727_MARK LOGO: MNDT
 AF9727_PROJECTION: FLUSH
 AF9727_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AF9727_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AF9727_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AF9727+SATELLITE: SATELLITE OBSERVATIONS - July 27, 2016
 AF9727_ROD/PIPE-DEPTH: 7.6 meters
 AF9727
 AF9727  HISTORY     - Date     Condition        Report By
 AF9727  HISTORY     - 19911112 MONUMENTED       MNDT
 AF9727  HISTORY     - 20110427 GOOD             DUCKS
 AF9727  HISTORY     - 20160727 GOOD             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.
 AF9727
 AF9727                          STATION RECOVERY (2011)
 AF9727
 AF9727'RECOVERY NOTE BY DUCKS UNLIMITED 2011 (GLJ)
 AF9727'THERE IS A SLIGHT TREE CANOPY OVER THE POINT MAKING GPS A LITTLE TOUGH
 AF9727'BUT STILL POSSIBLE WITH GLONASS OK.
 AF9727
 AF9727                          STATION RECOVERY (2016)
 AF9727
 AF9727'RECOVERY NOTE BY MN DEPT OF TRANSP 2016 (KMS)
 AF9727'THE MARK IS LOCATED ABOUT 1.25 MI (2.01 KM) NORTH OF EMMONS.
 AF9727'
 AF9727'TO REACH THE MARK GO 1.3 MI (2.1 KM) NORTHEAST ALONG TRUNK HIGHWAY 69
 AF9727'FROM THE JUNCTION OF TRUNK HIGHWAY 69 AND COUNTY ROAD 14 NORTH IN
 AF9727'EMMONS, AT TRUNK HIGHWAY 69 MILE POINT 1.55.
 AF9727'
 AF9727'THE MARK IS LOCATED 173.0 FT (52.7 M) SOUTHEAST OF TRUNK HIGHWAY 69,
 AF9727'12.0 FT (3.7 M) NORTH OF ENTRANCE, 1.2 FT (0.4 M) WEST OF NORTH GATE
 AF9727'POST, 1.5 FT (0.5 M) SOUTH-SOUTHWEST OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 AF9728 ***********************************************************************
 AF9728  DESIGNATION -  2406 T
 AF9728  PID         -  AF9728
 AF9728  STATE/COUNTY-  MN/FREEBORN
 AF9728  COUNTRY     -  US
 AF9728  USGS QUAD   -  EMMONS (2019)
 AF9728
 AF9728                         *CURRENT SURVEY CONTROL
 AF9728  ______________________________________________________________________
 AF9728* NAD 83(1986) POSITION- 43 30 33.73   (N) 093 29 05.17   (W)   HD_HELD1
 AF9728* NAVD 88 ORTHO HEIGHT -   395.739 (meters)     1298.35  (feet) ADJUSTED
 AF9728  ______________________________________________________________________
 AF9728  GEOID HEIGHT    -        -29.507 (meters)                     GEOID18
 AF9728  DYNAMIC HEIGHT  -        395.629 (meters)     1297.99  (feet) COMP
 AF9728  MODELED GRAVITY -    980,331.3   (mgal)                       NAVD 88
 AF9728
 AF9728  VERT ORDER      -  SECOND    CLASS I
 AF9728
 AF9728.The horizontal coordinates were determined by differentially corrected
 AF9728.hand held GPS observations or other comparable positioning techniques
 AF9728.and have an estimated accuracy of +/- 3 meters.
 AF9728
 AF9728.The orthometric height was determined by differential leveling and
 AF9728.adjusted by the NATIONAL GEODETIC SURVEY
 AF9728.in May 2019.
 AF9728
 AF9728.Significant digits in the geoid height do not necessarily reflect accuracy.
 AF9728.GEOID18 height accuracy estimate available here.
 AF9728
 AF9728.Click photographs - Photos may exist for this station.
 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     -   156,730.1     841,666.4     MT  (+/- 3 meters HH1 GPS) 
 AF9728
 AF9728_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVJ6081517496(NAD 83)
 AF9728
 AF9728                          SUPERSEDED SURVEY CONTROL
 AF9728
 AF9728  NAVD 88 (11/18/98)  395.740  (m)         1298.36   (f) SUPERSEDED  2 1
 AF9728
 AF9728.Superseded values are not recommended for survey control.
 AF9728
 AF9728.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AF9728.See file dsdata.pdf to determine how the superseded data were derived.
 AF9728
 AF9728_MARKER: DV = VERTICAL CONTROL DISK
 AF9728_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 AF9728_STAMPING: 2406 T 1991
 AF9728_MARK LOGO: MNDT
 AF9728_PROJECTION: FLUSH
 AF9728_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AF9728_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AF9728_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AF9728+SATELLITE: SATELLITE OBSERVATIONS - July 27, 2016
 AF9728_ROD/PIPE-DEPTH: 7.6 meters
 AF9728
 AF9728  HISTORY     - Date     Condition        Report By
 AF9728  HISTORY     - 1991     MONUMENTED       MNDT
 AF9728  HISTORY     - 20160727 GOOD             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.
 AF9728
 AF9728                          STATION RECOVERY (2016)
 AF9728
 AF9728'RECOVERY NOTE BY MN DEPT OF TRANSP 2016 (KMS)
 AF9728'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 AF9729 ***********************************************************************
 AF9729  DESIGNATION -  2406 U
 AF9729  PID         -  AF9729
 AF9729  STATE/COUNTY-  MN/FREEBORN
 AF9729  COUNTRY     -  US
 AF9729  USGS QUAD   -  EMMONS (2019)
 AF9729
 AF9729                         *CURRENT SURVEY CONTROL
 AF9729  ______________________________________________________________________
 AF9729* NAD 83(1986) POSITION- 43 30 07.94   (N) 093 29 21.31   (W)   HD_HELD1
 AF9729* NAVD 88 ORTHO HEIGHT -   392.244 (meters)     1286.89  (feet) ADJUSTED
 AF9729  ______________________________________________________________________
 AF9729  GEOID HEIGHT    -        -29.514 (meters)                     GEOID18
 AF9729  DYNAMIC HEIGHT  -        392.135 (meters)     1286.53  (feet) COMP
 AF9729  MODELED GRAVITY -    980,330.2   (mgal)                       NAVD 88
 AF9729
 AF9729  VERT ORDER      -  SECOND    CLASS I
 AF9729
 AF9729.The horizontal coordinates were determined by differentially corrected
 AF9729.hand held GPS observations or other comparable positioning techniques
 AF9729.and have an estimated accuracy of +/- 3 meters.
 AF9729
 AF9729.The orthometric height was determined by differential leveling and
 AF9729.adjusted by the NATIONAL GEODETIC SURVEY
 AF9729.in November 1998.
 AF9729
 AF9729.Significant digits in the geoid height do not necessarily reflect accuracy.
 AF9729.GEOID18 height accuracy estimate available here.
 AF9729
 AF9729.Click photographs - Photos may exist for this station.
 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     -   155,931.9     841,308.8     MT  (+/- 3 meters HH1 GPS) 
 AF9729
 AF9729_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVJ6044816702(NAD 83)
 AF9729
 AF9729                          SUPERSEDED SURVEY CONTROL
 AF9729
 AF9729.No superseded survey control is available for this station.
 AF9729
 AF9729_MARKER: DV = VERTICAL CONTROL DISK
 AF9729_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AF9729_SP_SET: WATER TANK FOUNDATION
 AF9729_STAMPING: 2406 U 1991
 AF9729_MARK LOGO: MNDT
 AF9729_MAGNETIC: N = NO MAGNETIC MATERIAL
 AF9729_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AF9729_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AF9729+SATELLITE: SATELLITE OBSERVATIONS - July 27, 2016
 AF9729
 AF9729  HISTORY     - Date     Condition        Report By
 AF9729  HISTORY     - 1991     MONUMENTED       MNDT
 AF9729  HISTORY     - 20160727 GOOD             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.
 AF9729
 AF9729                          STATION RECOVERY (2016)
 AF9729
 AF9729'RECOVERY NOTE BY MN DEPT OF TRANSP 2016 (KMS)
 AF9729'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DQ5923 ***********************************************************************
 DQ5923  DESIGNATION -  2406 V RESET
 DQ5923  PID         -  DQ5923
 DQ5923  STATE/COUNTY-  MN/FREEBORN
 DQ5923  COUNTRY     -  US
 DQ5923  USGS QUAD   -  BRISTOL (2018)
 DQ5923
 DQ5923                         *CURRENT SURVEY CONTROL
 DQ5923  ______________________________________________________________________
 DQ5923* NAD 83(1986) POSITION- 43 29 58.69   (N) 093 28 21.92   (W)   HD_HELD1
 DQ5923* NAVD 88 ORTHO HEIGHT -   388.608 (meters)     1274.96  (feet) ADJUSTED
 DQ5923  ______________________________________________________________________
 DQ5923  GEOID HEIGHT    -        -29.503 (meters)                     GEOID18
 DQ5923  DYNAMIC HEIGHT  -        388.500 (meters)     1274.60  (feet) COMP
 DQ5923  MODELED GRAVITY -    980,330.4   (mgal)                       NAVD 88
 DQ5923
 DQ5923  VERT ORDER      -  SECOND    CLASS I
 DQ5923
 DQ5923.The horizontal coordinates were determined by differentially corrected
 DQ5923.hand held GPS observations or other comparable positioning techniques
 DQ5923.and have an estimated accuracy of +/- 3 meters.
 DQ5923
 DQ5923.The orthometric height was determined by differential leveling and
 DQ5923.adjusted by the NATIONAL GEODETIC SURVEY
 DQ5923.in May 2019.
 DQ5923
 DQ5923.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ5923.GEOID18 height accuracy estimate available here.
 DQ5923
 DQ5923.Click photographs - Photos may exist for this station.
 DQ5923
 DQ5923.The dynamic height is computed by dividing the NAVD 88
 DQ5923.geopotential number by the normal gravity value computed on the
 DQ5923.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ5923.degrees latitude (g = 980.6199 gals.).
 DQ5923
 DQ5923.The modeled gravity was interpolated from observed gravity values.
 DQ5923
 DQ5923;                    North         East    Units  Estimated Accuracy
 DQ5923;SPC MN S     -   155,654.9     842,644.9     MT  (+/- 3 meters HH1 GPS) 
 DQ5923
 DQ5923_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVJ6178016409(NAD 83)
 DQ5923
 DQ5923                          SUPERSEDED SURVEY CONTROL
 DQ5923
 DQ5923.No superseded survey control is available for this station.
 DQ5923
 DQ5923_MARKER: I = METAL ROD
 DQ5923_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DQ5923_STAMPING: 2406 V RESET 2016
 DQ5923_MARK LOGO: MNDT
 DQ5923_PROJECTION: RECESSED 8 CENTIMETERS
 DQ5923_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DQ5923_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ5923_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DQ5923+SATELLITE: SATELLITE OBSERVATIONS - July 27, 2016
 DQ5923_ROD/PIPE-DEPTH: 9.1 meters
 DQ5923
 DQ5923  HISTORY     - Date     Condition        Report By
 DQ5923  HISTORY     - 20160727 MONUMENTED       MNDT
 DQ5923
 DQ5923                          STATION DESCRIPTION
 DQ5923
 DQ5923'DESCRIBED BY MN DEPT OF TRANSP 2016
 DQ5923'THE MARK IS LOCATED ABOUT 0.75 MI (1.21 KM) EAST OF EMMONS.
 DQ5923'
 DQ5923'THE MARK IS LOCATED 0.10 MI (0.16 KM) SOUTH ALONG MAIN STREET FROM THE
 DQ5923'JUNCTION OF MAINS AND TRUNK HIGHWAY 69 IN EMMONS, THEN 0.30 MI (0.48
 DQ5923'KM) EAST ON LAKE STREET, THEN CONTINUE 0.65 MI (1.05 KM) EAST ON
 DQ5923'COUNTY ROAD 76.
 DQ5923'
 DQ5923'THE MARK IS LOCATED 52.0 FT (15.8 M) NORTH OF COUNTY ROAD 76 (510TH
 DQ5923'STREET), 43.0 FT (13.1 M) WEST OF WEST ENTRANCE TO BRACEY'S LANDING,
 DQ5923'2.0 FT (0.6 M) WEST OF THE WITNESS POST.
 DQ5923'
 DQ5923'NOTE-THE STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM ROD
 DQ5923'DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION REMOVABLE DISK
 DQ5923'SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH PVC
 DQ5923'PIPE BACK FILLED WITH WASHED SAND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 AF9735 ***********************************************************************
 AF9735  DESIGNATION -  2406 X
 AF9735  PID         -  AF9735
 AF9735  STATE/COUNTY-  MN/FREEBORN
 AF9735  COUNTRY     -  US
 AF9735  USGS QUAD   -  BRISTOL (2018)
 AF9735
 AF9735                         *CURRENT SURVEY CONTROL
 AF9735  ______________________________________________________________________
 AF9735* NAD 83(1986) POSITION- 43 29 59.14   (N) 093 24 30.80   (W)   HD_HELD1
 AF9735* NAVD 88 ORTHO HEIGHT -   390.361 (meters)     1280.71  (feet) ADJUSTED
 AF9735  ______________________________________________________________________
 AF9735  GEOID HEIGHT    -        -29.418 (meters)                     GEOID18
 AF9735  DYNAMIC HEIGHT  -        390.254 (meters)     1280.36  (feet) COMP
 AF9735  MODELED GRAVITY -    980,335.6   (mgal)                       NAVD 88
 AF9735
 AF9735  VERT ORDER      -  SECOND    CLASS I
 AF9735
 AF9735.The horizontal coordinates were determined by differentially corrected
 AF9735.hand held GPS observations or other comparable positioning techniques
 AF9735.and have an estimated accuracy of +/- 3 meters.
 AF9735
 AF9735.The orthometric height was determined by differential leveling and
 AF9735.adjusted by the NATIONAL GEODETIC SURVEY
 AF9735.in May 2019.
 AF9735
 AF9735.Significant digits in the geoid height do not necessarily reflect accuracy.
 AF9735.GEOID18 height accuracy estimate available here.
 AF9735
 AF9735.Click photographs - Photos may exist for this station.
 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     -   155,704.3     847,837.3     MT  (+/- 3 meters HH1 GPS) 
 AF9735
 AF9735_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVJ6697016395(NAD 83)
 AF9735
 AF9735                          SUPERSEDED SURVEY CONTROL
 AF9735
 AF9735  NAVD 88 (11/18/98)  390.364  (m)         1280.72   (f) SUPERSEDED  2 1
 AF9735
 AF9735.Superseded values are not recommended for survey control.
 AF9735
 AF9735.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AF9735.See file dsdata.pdf to determine how the superseded data were derived.
 AF9735
 AF9735_MARKER: DV = VERTICAL CONTROL DISK
 AF9735_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 AF9735_STAMPING: 2406 X 1991
 AF9735_MARK LOGO: MNDT
 AF9735_PROJECTION: FLUSH
 AF9735_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AF9735_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AF9735_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AF9735+SATELLITE: SATELLITE OBSERVATIONS - August 01, 2016
 AF9735_ROD/PIPE-DEPTH: 10.7 meters
 AF9735
 AF9735  HISTORY     - Date     Condition        Report By
 AF9735  HISTORY     - 19911112 MONUMENTED       MNDT
 AF9735  HISTORY     - 20130529 GOOD             MNDT
 AF9735  HISTORY     - 20160801 GOOD             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.
 AF9735
 AF9735                          STATION RECOVERY (2013)
 AF9735
 AF9735'RECOVERY NOTE BY MN DEPT OF TRANSP 2013 (DAS)
 AF9735'4.0 MI (6.4 KM) EAST OF EMMONS, 4.1 MI (6.6 KM) EAST ALONG COUNTY ROAD
 AF9735'76  FROM THE JUNCTION OF COUNTY ROAD 76/ LAKE STREET AND MAIN STREET
 AF9735'IN EMMONS, 77.0 FT (23.5 M) NORTH OF COUNTY ROAD 76, 126.6 FT (38.6 M)
 AF9735'NORTHWEST OF POWER POLE, 1.5 FT (0.5 M) SOUTH OF A WITNESS POST.
 AF9735
 AF9735                          STATION RECOVERY (2016)
 AF9735
 AF9735'RECOVERY NOTE BY MN DEPT OF TRANSP 2016 (MAS)
 AF9735'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 AF9736 ***********************************************************************
 AF9736  DESIGNATION -  2406 Y
 AF9736  PID         -  AF9736
 AF9736  STATE/COUNTY-  MN/FREEBORN
 AF9736  COUNTRY     -  US
 AF9736  USGS QUAD   -  BRISTOL (2018)
 AF9736
 AF9736                         *CURRENT SURVEY CONTROL
 AF9736  ______________________________________________________________________
 AF9736* NAD 83(1986) POSITION- 43 29 59.15   (N) 093 23 18.90   (W)   HD_HELD1
 AF9736* NAVD 88 ORTHO HEIGHT -   387.233 (meters)     1270.45  (feet) ADJUSTED
 AF9736  ______________________________________________________________________
 AF9736  GEOID HEIGHT    -        -29.379 (meters)                     GEOID18
 AF9736  DYNAMIC HEIGHT  -        387.128 (meters)     1270.10  (feet) COMP
 AF9736  MODELED GRAVITY -    980,338.2   (mgal)                       NAVD 88
 AF9736
 AF9736  VERT ORDER      -  SECOND    CLASS I
 AF9736
 AF9736.The horizontal coordinates were determined by differentially corrected
 AF9736.hand held GPS observations or other comparable positioning techniques
 AF9736.and have an estimated accuracy of +/- 3 meters.
 AF9736
 AF9736.The orthometric height was determined by differential leveling and
 AF9736.adjusted by the NATIONAL GEODETIC SURVEY
 AF9736.in May 2019.
 AF9736
 AF9736.Significant digits in the geoid height do not necessarily reflect accuracy.
 AF9736.GEOID18 height accuracy estimate available here.
 AF9736
 AF9736.Click photographs - Photos may exist for this station.
 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     -   155,716.5     849,452.7     MT  (+/- 3 meters HH1 GPS) 
 AF9736
 AF9736_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVJ6858516388(NAD 83)
 AF9736
 AF9736                          SUPERSEDED SURVEY CONTROL
 AF9736
 AF9736  NAVD 88 (11/18/98)  387.233  (m)         1270.45   (f) SUPERSEDED  2 1
 AF9736
 AF9736.Superseded values are not recommended for survey control.
 AF9736
 AF9736.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AF9736.See file dsdata.pdf to determine how the superseded data were derived.
 AF9736
 AF9736_MARKER: DV = VERTICAL CONTROL DISK
 AF9736_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 AF9736_STAMPING: 2406 Y 1991
 AF9736_MARK LOGO: MNDT
 AF9736_PROJECTION: FLUSH
 AF9736_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AF9736_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AF9736_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AF9736+SATELLITE: SATELLITE OBSERVATIONS - December 01, 2020
 AF9736_ROD/PIPE-DEPTH: 9.1 meters
 AF9736
 AF9736  HISTORY     - Date     Condition        Report By
 AF9736  HISTORY     - 1991     MONUMENTED       MNDT
 AF9736  HISTORY     - 20160728 GOOD             MNDT
 AF9736  HISTORY     - 20201201 GOOD             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.
 AF9736
 AF9736                          STATION RECOVERY (2016)
 AF9736
 AF9736'RECOVERY NOTE BY MN DEPT OF TRANSP 2016 (MAS)
 AF9736'RECOVERED AS DESCRIBED.
 AF9736
 AF9736                          STATION RECOVERY (2020)
 AF9736
 AF9736'RECOVERY NOTE BY MN DEPT OF TRANSP 2020 (KMS)
 AF9736'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DP5777 ***********************************************************************
 DP5777  DESIGNATION -  2406 Z
 DP5777  PID         -  DP5777
 DP5777  STATE/COUNTY-  MN/FREEBORN
 DP5777  COUNTRY     -  US
 DP5777  USGS QUAD   -  EMMONS (2019)
 DP5777
 DP5777                         *CURRENT SURVEY CONTROL
 DP5777  ______________________________________________________________________
 DP5777* NAD 83(2011) POSITION- 43 36 55.14389(N) 093 24 02.13933(W)   NO CHECK
 DP5777* NAD 83(2011) ELLIP HT-   355.208 (meters)        (11/18/14)   NO CHECK
 DP5777* NAD 83(2011) EPOCH   -  2010.00
 DP5777* NAVD 88 ORTHO HEIGHT -   384.554 (meters)     1261.66  (feet) ADJUSTED
 DP5777  ______________________________________________________________________
 DP5777  GEOID HEIGHT    -        -29.361 (meters)                     GEOID18
 DP5777  NAD 83(2011) X  -   -274,358.892 (meters)                     COMP
 DP5777  NAD 83(2011) Y  - -4,617,176.597 (meters)                     COMP
 DP5777  NAD 83(2011) Z  -  4,377,491.565 (meters)                     COMP
 DP5777  LAPLACE CORR    -          3.53  (seconds)                    DEFLEC18
 DP5777  DYNAMIC HEIGHT  -        384.455 (meters)     1261.33  (feet) COMP
 DP5777  MODELED GRAVITY -    980,351.5   (mgal)                       NAVD 88
 DP5777
 DP5777  VERT ORDER      -  SECOND    CLASS I
 DP5777
 DP5777  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DP5777  Standards:
 DP5777         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DP5777            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DP5777  -------------------------------------------------------------------
 DP5777  NETWORK    1.68   3.02           0.71   0.63   1.54      0.36380554
 DP5777  -------------------------------------------------------------------
 DP5777  Click here for local accuracies and other accuracy information.
 DP5777
 DP5777.The horizontal coordinates were established by GPS observations
 DP5777.and adjusted by the MN DEPT OF TRANSP in November 2014.
 DP5777
 DP5777.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DP5777.been affixed to the stable North American tectonic plate. See 
 DP5777.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DP5777
 DP5777.The horizontal coordinates are valid at the epoch date displayed above
 DP5777.which is a decimal equivalence of Year/Month/Day.
 DP5777
 DP5777.No horizontal observational check was made to the station.
 DP5777
 DP5777.The orthometric height was determined by differential leveling and
 DP5777.adjusted by the NATIONAL GEODETIC SURVEY
 DP5777.in May 2019.
 DP5777
 DP5777.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP5777.GEOID18 height accuracy estimate available here.
 DP5777
 DP5777.Click photographs - Photos may exist for this station.
 DP5777
 DP5777.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DP5777
 DP5777.The Laplace correction was computed from DEFLEC18 derived deflections.
 DP5777
 DP5777.The ellipsoidal height was determined by GPS observations
 DP5777.and is referenced to NAD 83.
 DP5777
 DP5777.The dynamic height is computed by dividing the NAVD 88
 DP5777.geopotential number by the normal gravity value computed on the
 DP5777.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP5777.degrees latitude (g = 980.6199 gals.).
 DP5777
 DP5777.The modeled gravity was interpolated from observed gravity values.
 DP5777
 DP5777. The following values were computed from the NAD 83(2011) position.
 DP5777
 DP5777;                    North         East     Units Scale Factor Converg.
 DP5777;SPC MN S     -   168,548.111   848,387.116   MT  1.00004064   +0 25 12.5
 DP5777;SPC MN S     -   552,978.26  2,783,416.73   sFT  1.00004064   +0 25 12.5
 DP5777;UTM  15      - 4,829,226.423   467,675.916   MT  0.99961285   -0 16 34.8
 DP5777
 DP5777!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DP5777!SPC MN S     -   0.99994430  x   1.00004064  =   0.99998494
 DP5777!UTM  15      -   0.99994430  x   0.99961285  =   0.99955717
 DP5777
 DP5777_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVJ6767529226(NAD 83)
 DP5777
 DP5777                          SUPERSEDED SURVEY CONTROL
 DP5777
 DP5777  NAVD 88 (11/18/14)  384.6    (m)  GEOID12A model used  GPS OBS        
 DP5777
 DP5777.Superseded values are not recommended for survey control.
 DP5777
 DP5777.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DP5777.See file dsdata.pdf to determine how the superseded data were derived.
 DP5777
 DP5777_MARKER: F = FLANGE-ENCASED ROD
 DP5777_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DP5777_STAMPING: 2406 Z 2013
 DP5777_MARK LOGO: MNDT
 DP5777_PROJECTION: RECESSED 5 CENTIMETERS
 DP5777_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DP5777_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DP5777_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP5777+SATELLITE: SATELLITE OBSERVATIONS - December 02, 2020
 DP5777_ROD/PIPE-DEPTH: 5.5 meters
 DP5777
 DP5777  HISTORY     - Date     Condition        Report By
 DP5777  HISTORY     - 20130625 MONUMENTED       MNDT
 DP5777  HISTORY     - 20160726 GOOD             MNDT
 DP5777  HISTORY     - 20201202 GOOD             MNDT
 DP5777
 DP5777                          STATION DESCRIPTION
 DP5777
 DP5777'DESCRIBED BY MN DEPT OF TRANSP 2013
 DP5777'1.5 MILES SOUTH OF ALBERT LEA, 2.4 MILES SOUTH ALONG TRUNK HIGHWAY 69
 DP5777'FROM THE JUNCTION OF TRUNK HIGHWAY 69 AND TRUNK HIGHWAY 13 IN ALBERT
 DP5777'LEA, AT TRUNK HIGHWAY 69 MILEPOINT 10.1, 84.2 FEET NORTH OF COUNTY
 DP5777'ROAD 17, 75.9 FEET EAST OF TRUNK HIGHWAY 69, 64.3 FEET WEST OF
 DP5777'ENTRANCE NUMBER 73396, 1.5 FEET WEST OF WITNESS POST.
 DP5777
 DP5777                          STATION RECOVERY (2016)
 DP5777
 DP5777'RECOVERY NOTE BY MN DEPT OF TRANSP 2016 (KMS)
 DP5777'RECOVERED AS DESCRIBED.
 DP5777'
 DP5777'NOTE-THE STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM ROD
 DP5777'DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION REMOVABLE DISK
 DP5777'SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH PVC
 DP5777'PIPE BACK FILLED WITH WASHED SAND.
 DP5777
 DP5777                          STATION RECOVERY (2020)
 DP5777
 DP5777'RECOVERY NOTE BY MN DEPT OF TRANSP 2020 (KMS)
 DP5777'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 OO0718 ***********************************************************************
 OO0718  DESIGNATION -  2407 A
 OO0718  PID         -  OO0718
 OO0718  STATE/COUNTY-  MN/FREEBORN
 OO0718  COUNTRY     -  US
 OO0718  USGS QUAD   -  WELLS (2019)
 OO0718
 OO0718                         *CURRENT SURVEY CONTROL
 OO0718  ______________________________________________________________________
 OO0718* NAD 83(2011) POSITION- 43 42 03.85336(N) 093 38 46.27786(W)   ADJUSTED
 OO0718* NAD 83(2011) ELLIP HT-   334.272 (meters)        (06/27/12)   ADJUSTED
 OO0718* NAD 83(2011) EPOCH   -  2010.00
 OO0718* NAVD 88 ORTHO HEIGHT -   363.654 (meters)     1193.09  (feet) ADJUSTED
 OO0718  ______________________________________________________________________
 OO0718  GEOID HEIGHT    -        -29.372 (meters)                     GEOID18
 OO0718  NAD 83(2011) X  -   -293,728.213 (meters)                     COMP
 OO0718  NAD 83(2011) Y  - -4,609,378.588 (meters)                     COMP
 OO0718  NAD 83(2011) Z  -  4,384,370.424 (meters)                     COMP
 OO0718  LAPLACE CORR    -         -2.66  (seconds)                    DEFLEC18
 OO0718  DYNAMIC HEIGHT  -        363.563 (meters)     1192.79  (feet) COMP
 OO0718  MODELED GRAVITY -    980,360.5   (mgal)                       NAVD 88
 OO0718
 OO0718  VERT ORDER      -  SECOND    CLASS I
 OO0718
 OO0718  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 OO0718  Standards:
 OO0718         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 OO0718            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 OO0718  -------------------------------------------------------------------
 OO0718  NETWORK    0.50   0.63           0.23   0.17   0.32      0.08405943
 OO0718  -------------------------------------------------------------------
 OO0718  Click here for local accuracies and other accuracy information.
 OO0718
 OO0718.The horizontal coordinates were established by GPS observations
 OO0718.and adjusted by the National Geodetic Survey in June 2012.
 OO0718
 OO0718.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 OO0718.been affixed to the stable North American tectonic plate. See 
 OO0718.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 OO0718
 OO0718.The horizontal coordinates are valid at the epoch date displayed above
 OO0718.which is a decimal equivalence of Year/Month/Day.
 OO0718
 OO0718.The orthometric height was determined by differential leveling and
 OO0718.adjusted by the NATIONAL GEODETIC SURVEY
 OO0718.in June 1991.
 OO0718
 OO0718.Significant digits in the geoid height do not necessarily reflect accuracy.
 OO0718.GEOID18 height accuracy estimate available here.
 OO0718
 OO0718.Click photographs - Photos may exist 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 DEFLEC18 derived deflections.
 OO0718
 OO0718.The ellipsoidal height was determined by GPS observations
 OO0718.and is referenced to NAD 83.
 OO0718
 OO0718.The dynamic height is computed by dividing the NAVD 88
 OO0718.geopotential number by the normal gravity value computed on the
 OO0718.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OO0718.degrees latitude (g = 980.6199 gals.).
 OO0718
 OO0718.The modeled gravity was interpolated from observed gravity values.
 OO0718
 OO0718. The following values were computed from the NAD 83(2011) position.
 OO0718
 OO0718;                    North         East     Units Scale Factor Converg.
 OO0718;SPC MN S     -   177,960.303   828,520.428   MT  1.00001884   +0 14 52.8
 OO0718;SPC MN S     -   583,858.09  2,718,237.44   sFT  1.00001884   +0 14 52.8
 OO0718;UTM  15      - 4,838,875.115   447,932.972   MT  0.99963334   -0 26 47.3
 OO0718
 OO0718!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OO0718!SPC MN S     -   0.99994759  x   1.00001884  =   0.99996642
 OO0718!UTM  15      -   0.99994759  x   0.99963334  =   0.99958094
 OO0718
 OO0718_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVJ4793238875(NAD 83)
 OO0718
 OO0718                          SUPERSEDED SURVEY CONTROL
 OO0718
 OO0718  NAD 83(2007)-  43 42 03.85348(N)    093 38 46.27862(W) AD(2002.00) 0
 OO0718  ELLIP H (02/10/07)  334.295  (m)                       GP(2002.00)    
 OO0718  NAD 83(1996)-  43 42 03.85259(N)    093 38 46.27762(W) AD(       ) 1
 OO0718  ELLIP H (03/16/99)  334.349  (m)                       GP(       ) 4 1
 OO0718  NAD 83(1986)-  43 42 03.83679(N)    093 38 46.27426(W) AD(       ) 1
 OO0718  NAVD 88             363.65   (m)         1193.1    (f) LEVELING    3  
 OO0718
 OO0718.Superseded values are not recommended for survey control.
 OO0718
 OO0718.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OO0718.See file dsdata.pdf to determine how the superseded data were derived.
 OO0718
 OO0718_MARKER: DB = BENCH MARK DISK
 OO0718_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 OO0718_STAMPING: 1192.92 2407 A 1947
 OO0718_MARK LOGO: MNHD
 OO0718_PROJECTION: FLUSH
 OO0718_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 OO0718_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OO0718_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OO0718+SATELLITE: SATELLITE OBSERVATIONS - July 18, 2018
 OO0718
 OO0718  HISTORY     - Date     Condition        Report By
 OO0718  HISTORY     - 1947     MONUMENTED       MNHD
 OO0718  HISTORY     - 1967     GOOD             MNDT
 OO0718  HISTORY     - 1980     GOOD             MNDT
 OO0718  HISTORY     - 19940413 GOOD             MNDT
 OO0718  HISTORY     - 20080312 GOOD             MNDT
 OO0718  HISTORY     - 20180718 GOOD             MNDT
 OO0718
 OO0718                          STATION DESCRIPTION
 OO0718
 OO0718'DESCRIBED BY MN DEPT OF TRANSP 1967
 OO0718'3.8 MI NW FROM ALDEN.
 OO0718'MARK IS LOCATED IN THE NW 1/4, SECTION 30, T 103N, R23 W ABOUT 3.8
 OO0718'MILES NORTHWEST OF ALDEN ALONG T.H. 109.  MARK IS A STANDARD MINNESOTA
 OO0718'HIGHWAY DEPARTMENT DISK, STAMPED 2407 A 1947, SET IN A PRE-CAST
 OO0718'CONCRETE MONUMENT.  MARK IS 73 FEET SOUTH OF THE CENTERLINE OF T.H.
 OO0718'109, 25 FEET EAST OF THE CENTERLINE OF FARM ENTRANCE, 49 FEET NORTH OF
 OO0718'NORTH RAIL, 1.0 FOOT NORTH OF STEEL WITNESS POST AND FLUSH WITH
 OO0718'GROUND.
 OO0718
 OO0718                          STATION RECOVERY (1980)
 OO0718
 OO0718'RECOVERY NOTE BY MN DEPT OF TRANSP 1980
 OO0718'THE MARK IS LOCATED 4.4 MILES NORTH AND NORTHWEST ALONG TRUNK HIGHWAY
 OO0718'109 FROM ITS JUNCTION WITH INTERSTATE HIGHWAY 90 AT ALDEN AND IS NEAR
 OO0718'HIGHWAY 109 MILE POINT 28.2 IN THE NW 1/4 OF SECTION 30, T103N, R23W.
 OO0718'THE MARK IS 108 FEET NORTHEAST OF A POWER POLE WITH A GUY WIRE AND
 OO0718'PEDESTAL NUMBER 510-11-1, 73.4 FEET SOUTHWEST OF AND 3 FEET LOWER
 OO0718'THAN THE CENTERLINE OF HIGHWAY 109, 48.3 FEET NORTHEAST OF THE
 OO0718'NORTHEAST RAIL OF THE RAILROAD AND 0.6 FOOT NORTH OF A STEEL WITNESS
 OO0718'POST.  THE MARK, A STANDARD MNHD BENCH MARK DISK STAMPED---2407 A
 OO0718'1947---, IS SET IN THE TOP OF A MAGNETIC CONCRETE POST THAT IS FLUSH
 OO0718'WITH THE GROUND.
 OO0718
 OO0718                          STATION RECOVERY (1994)
 OO0718
 OO0718'RECOVERY NOTE BY MN DEPT OF TRANSP 1994 (DKH)
 OO0718'RECOVERED IN GOOD CONDITION, A NEW DESCRIPTION FOLLOWS, 3.8 MI (6.1
 OO0718'KM) NW OF ALDEN, 5.3 MI (8.5 KM) SE ALONG TH 109 FROM JCT OF TH 109
 OO0718'AND TH 22 IN WELLS, AT TH 109 MP 28.15, 25 FT (7.6 M) EAST OF FARM
 OO0718'ENT, 49 FT (14.9 M) NORTH OF NORTH RAIL OF RR TRACKS, 0.5 FT (15.2 CM)
 OO0718'NORTH OF WIT POST
 OO0718
 OO0718                          STATION RECOVERY (2008)
 OO0718
 OO0718'RECOVERY NOTE BY MN DEPT OF TRANSP 2008 (MPP)
 OO0718'THE MARK IS LOCATED ABOUT 6.1 MI (9.8 KM) SOUTHWEST OF FREEBORN, 5.2
 OO0718'MI (8.4 KM) SOUTHEAST OF WELLS AND 4.1 MI (6.6 KM) WEST-NORTHWEST OF
 OO0718'ALDEN.
 OO0718'
 OO0718'TO REACH TO THE MARK GO 3.8 MI (6.1 KM) NORTHWEST OF ALDEN, 73 FT
 OO0718'(22.3 M) SOUTH OF TRUNK HIGHWAY 109, AT TRUNK HIGHWAY 109 MILE POINT
 OO0718'28.15, 25 FT (7.6 M) SOUTHEAST OF FARM ENTRANCE NUMBER 6117/6119, 49
 OO0718'FT (14.9 M) NORTHEAST OF NORTH RAIL OF RAILROAD, 0.5 FT (0.2 M)
 OO0718'NORTHEAST OF A WITNESS POST.
 OO0718
 OO0718                          STATION RECOVERY (2018)
 OO0718
 OO0718'RECOVERY NOTE BY MN DEPT OF TRANSP 2018 (KMS)
 OO0718'4.1 MI (6.6 KM) NORTHWEST OF ALDEN, 4.55 MI (7.32 KM) NORTHWEST ALONG
 OO0718'TRUNK HIGHWAY 109 FROM THE JUNCTION OF TRUNK HIGHWAY 109 AND
 OO0718'INTERSTATE HIGHWAY 90 IN ALDEN, AT TRUNK HIGHWAY MILE POINT 28.15,
 OO0718'73.0 FT (22.3 M) SOUTHWEST OF TRUNK HIGHWAY 109, 49.0 FT (14.9 M)
 OO0718'NORTHEAST OF THE NORTH RAIL OF A RAILROAD, 25.0 FT (7.6 M) SOUTHEAST
 OO0718'OF DRIVEWAY NUMBER 6119, 0.5 FT (15 CM) NORTHEAST OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 OO1385 ***********************************************************************
 OO1385  DESIGNATION -  2407 C
 OO1385  PID         -  OO1385
 OO1385  STATE/COUNTY-  MN/FREEBORN
 OO1385  COUNTRY     -  US
 OO1385  USGS QUAD   -  ALDEN (2019)
 OO1385
 OO1385                         *CURRENT SURVEY CONTROL
 OO1385  ______________________________________________________________________
 OO1385* NAD 83(2011) POSITION- 43 40 49.27096(N) 093 36 12.52340(W)   ADJUSTED
 OO1385* NAD 83(2011) ELLIP HT-   343.777 (meters)        (06/27/12)   ADJUSTED
 OO1385* NAD 83(2011) EPOCH   -  2010.00
 OO1385* NAVD 88 ORTHO HEIGHT -   373.182 (meters)     1224.35  (feet) ADJUSTED
 OO1385  ______________________________________________________________________
 OO1385  GEOID HEIGHT    -        -29.417 (meters)                     GEOID18
 OO1385  NAD 83(2011) X  -   -290,392.568 (meters)                     COMP
 OO1385  NAD 83(2011) Y  - -4,611,190.080 (meters)                     COMP
 OO1385  NAD 83(2011) Z  -  4,382,712.500 (meters)                     COMP
 OO1385  LAPLACE CORR    -         -1.46  (seconds)                    DEFLEC18
 OO1385  DYNAMIC HEIGHT  -        373.087 (meters)     1224.04  (feet) COMP
 OO1385  MODELED GRAVITY -    980,355.4   (mgal)                       NAVD 88
 OO1385
 OO1385  VERT ORDER      -  SECOND    CLASS I
 OO1385
 OO1385  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 OO1385  Standards:
 OO1385         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 OO1385            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 OO1385  -------------------------------------------------------------------
 OO1385  NETWORK    0.34   0.47           0.15   0.13   0.24      0.06057585
 OO1385  -------------------------------------------------------------------
 OO1385  Click here for local accuracies and other accuracy information.
 OO1385
 OO1385.The horizontal coordinates were established by GPS observations
 OO1385.and adjusted by the National Geodetic Survey in June 2012.
 OO1385
 OO1385.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 OO1385.been affixed to the stable North American tectonic plate. See 
 OO1385.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 OO1385
 OO1385.The horizontal coordinates are valid at the epoch date displayed above
 OO1385.which is a decimal equivalence of Year/Month/Day.
 OO1385
 OO1385.The orthometric height was determined by differential leveling and
 OO1385.adjusted by the NATIONAL GEODETIC SURVEY
 OO1385.in June 1991.
 OO1385
 OO1385.Significant digits in the geoid height do not necessarily reflect accuracy.
 OO1385.GEOID18 height accuracy estimate available here.
 OO1385
 OO1385.Click photographs - Photos may exist for this station.
 OO1385
 OO1385.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 OO1385
 OO1385.The Laplace correction was computed from DEFLEC18 derived deflections.
 OO1385
 OO1385.The ellipsoidal height was determined by GPS observations
 OO1385.and is referenced to NAD 83.
 OO1385
 OO1385.The dynamic height is computed by dividing the NAVD 88
 OO1385.geopotential number by the normal gravity value computed on the
 OO1385.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OO1385.degrees latitude (g = 980.6199 gals.).
 OO1385
 OO1385.The modeled gravity was interpolated from observed gravity values.
 OO1385
 OO1385. The following values were computed from the NAD 83(2011) position.
 OO1385
 OO1385;                    North         East     Units Scale Factor Converg.
 OO1385;SPC MN S     -   175,674.258   831,974.347   MT  1.00002390   +0 16 40.6
 OO1385;SPC MN S     -   576,357.96  2,729,569.17   sFT  1.00002390   +0 16 40.6
 OO1385;UTM  15      - 4,836,548.276   451,357.588   MT  0.99962910   -0 25 00.4
 OO1385
 OO1385!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OO1385!SPC MN S     -   0.99994609  x   1.00002390  =   0.99996999
 OO1385!UTM  15      -   0.99994609  x   0.99962910  =   0.99957521
 OO1385
 OO1385:                Primary Azimuth Mark                     Grid Az
 OO1385:SPC MN S     -  2407 G                                   305 17 10.7
 OO1385:UTM  15      -  2407 G                                   305 58 51.7
 OO1385
 OO1385_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVJ5135736548(NAD 83)
 OO1385
 OO1385|---------------------------------------------------------------------|
 OO1385| PID    Reference Object                     Distance      Geod. Az  |
 OO1385|                                                           dddmmss.s |
 OO1385| OO1386 2407 G                              APPROX. 1.4 KM 3053351.3 |
 OO1385|---------------------------------------------------------------------|
 OO1385
 OO1385                          SUPERSEDED SURVEY CONTROL
 OO1385
 OO1385  NAD 83(2007)-  43 40 49.27108(N)    093 36 12.52418(W) AD(2002.00) 0
 OO1385  ELLIP H (02/10/07)  343.799  (m)                       GP(2002.00)    
 OO1385  NAD 83(1996)-  43 40 49.27019(N)    093 36 12.52312(W) AD(       ) 1
 OO1385  ELLIP H (03/16/99)  343.862  (m)                       GP(       ) 4 1
 OO1385  NAD 83(1986)-  43 40 49.25479(N)    093 36 12.51974(W) AD(       ) 1
 OO1385  NAVD 88             373.18   (m)         1224.3    (f) LEVELING    3  
 OO1385
 OO1385.Superseded values are not recommended for survey control.
 OO1385
 OO1385.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OO1385.See file dsdata.pdf to determine how the superseded data were derived.
 OO1385
 OO1385_MARKER: DB = BENCH MARK DISK
 OO1385_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 OO1385_STAMPING: 2407 C 1947 1224.11
 OO1385_MARK LOGO: MNHD
 OO1385_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 OO1385_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 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       MNHD
 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 = MARCH 21, 2026 06:05:54 EDT
 OO1386 ***********************************************************************
 OO1386  DESIGNATION -  2407 G
 OO1386  PID         -  OO1386
 OO1386  STATE/COUNTY-  MN/FREEBORN
 OO1386  COUNTRY     -  US
 OO1386  USGS QUAD   -  ALDEN (2019)
 OO1386
 OO1386                         *CURRENT SURVEY CONTROL
 OO1386  ______________________________________________________________________
 OO1386* NAD 83(2011) POSITION- 43 41 15.26470(N) 093 37 02.62887(W)   ADJUSTED
 OO1386* NAD 83(2011) ELLIP HT-   339.700 (meters)        (06/27/12)   ADJUSTED
 OO1386* NAD 83(2011) EPOCH   -  2010.00
 OO1386* NAVD 88 ORTHO HEIGHT -   369.106 (meters)     1210.98  (feet) ADJUSTED
 OO1386  ______________________________________________________________________
 OO1386  GEOID HEIGHT    -        -29.404 (meters)                     GEOID18
 OO1386  NAD 83(2011) X  -   -291,477.554 (meters)                     COMP
 OO1386  NAD 83(2011) Y  - -4,610,563.443 (meters)                     COMP
 OO1386  NAD 83(2011) Z  -  4,383,289.863 (meters)                     COMP
 OO1386  LAPLACE CORR    -         -1.76  (seconds)                    DEFLEC18
 OO1386  DYNAMIC HEIGHT  -        369.013 (meters)     1210.67  (feet) COMP
 OO1386  MODELED GRAVITY -    980,357.0   (mgal)                       NAVD 88
 OO1386
 OO1386  VERT ORDER      -  SECOND    CLASS I
 OO1386
 OO1386  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 OO1386  Standards:
 OO1386         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 OO1386            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 OO1386  -------------------------------------------------------------------
 OO1386  NETWORK    0.34   0.47           0.15   0.13   0.24      0.05178273
 OO1386  -------------------------------------------------------------------
 OO1386  Click here for local accuracies and other accuracy information.
 OO1386
 OO1386.The horizontal coordinates were established by GPS observations
 OO1386.and adjusted by the National Geodetic Survey in June 2012.
 OO1386
 OO1386.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 OO1386.been affixed to the stable North American tectonic plate. See 
 OO1386.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 OO1386
 OO1386.The horizontal coordinates are valid at the epoch date displayed above
 OO1386.which is a decimal equivalence of Year/Month/Day.
 OO1386
 OO1386.The orthometric height was determined by differential leveling and
 OO1386.adjusted by the NATIONAL GEODETIC SURVEY
 OO1386.in June 1991.
 OO1386
 OO1386.Significant digits in the geoid height do not necessarily reflect accuracy.
 OO1386.GEOID18 height accuracy estimate available here.
 OO1386
 OO1386.Click photographs - Photos may exist for this station.
 OO1386
 OO1386.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 OO1386
 OO1386.The Laplace correction was computed from DEFLEC18 derived deflections.
 OO1386
 OO1386.The ellipsoidal height was determined by GPS observations
 OO1386.and is referenced to NAD 83.
 OO1386
 OO1386.The dynamic height is computed by dividing the NAVD 88
 OO1386.geopotential number by the normal gravity value computed on the
 OO1386.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OO1386.degrees latitude (g = 980.6199 gals.).
 OO1386
 OO1386.The modeled gravity was interpolated from observed gravity values.
 OO1386
 OO1386. The following values were computed from the NAD 83(2011) position.
 OO1386
 OO1386;                    North         East     Units Scale Factor Converg.
 OO1386;SPC MN S     -   176,471.158   830,848.277   MT  1.00002212   +0 16 05.4
 OO1386;SPC MN S     -   578,972.46  2,725,874.72   sFT  1.00002212   +0 16 05.4
 OO1386;UTM  15      - 4,837,358.452   450,241.702   MT  0.99963045   -0 25 35.3
 OO1386
 OO1386!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OO1386!SPC MN S     -   0.99994673  x   1.00002212  =   0.99996885
 OO1386!UTM  15      -   0.99994673  x   0.99963045  =   0.99957720
 OO1386
 OO1386:                Primary Azimuth Mark                     Grid Az
 OO1386:SPC MN S     -  2407 C                                   125 17 11.3
 OO1386:UTM  15      -  2407 C                                   125 58 52.0
 OO1386
 OO1386_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVJ5024137358(NAD 83)
 OO1386
 OO1386|---------------------------------------------------------------------|
 OO1386| PID    Reference Object                     Distance      Geod. Az  |
 OO1386|                                                           dddmmss.s |
 OO1386| OO1385 2407 C                              APPROX. 1.4 KM 1253316.7 |
 OO1386|---------------------------------------------------------------------|
 OO1386
 OO1386                          SUPERSEDED SURVEY CONTROL
 OO1386
 OO1386  NAD 83(2007)-  43 41 15.26485(N)    093 37 02.62963(W) AD(2002.00) 0
 OO1386  ELLIP H (02/10/07)  339.723  (m)                       GP(2002.00)    
 OO1386  NAD 83(1996)-  43 41 15.26395(N)    093 37 02.62858(W) AD(       ) 1
 OO1386  ELLIP H (03/16/99)  339.785  (m)                       GP(       ) 4 1
 OO1386  NAD 83(1986)-  43 41 15.24851(N)    093 37 02.62520(W) AD(       ) 1
 OO1386  NAVD 88             369.11   (m)         1211.0    (f) LEVELING    3  
 OO1386
 OO1386.Superseded values are not recommended for survey control.
 OO1386
 OO1386.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OO1386.See file dsdata.pdf to determine how the superseded data were derived.
 OO1386
 OO1386_MARKER: DB = BENCH MARK DISK
 OO1386_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 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 = MARCH 21, 2026 06:05:54 EDT
 OO1383 ***********************************************************************
 OO1383  DESIGNATION -  2407 H
 OO1383  PID         -  OO1383
 OO1383  STATE/COUNTY-  MN/FREEBORN
 OO1383  COUNTRY     -  US
 OO1383  USGS QUAD   -  ALDEN (2019)
 OO1383
 OO1383                         *CURRENT SURVEY CONTROL
 OO1383  ______________________________________________________________________
 OO1383* NAD 83(2011) POSITION- 43 40 44.14795(N) 093 35 03.81029(W)   ADJUSTED
 OO1383* NAD 83(2011) ELLIP HT-   355.877 (meters)        (10/04/19)   ADJUSTED
 OO1383* NAD 83(2011) EPOCH   -  2010.00
 OO1383* NAVD 88 ORTHO HEIGHT -   385.285 (meters)     1264.06  (feet) ADJUSTED
 OO1383  ______________________________________________________________________
 OO1383  GEOID HEIGHT    -        -29.427 (meters)                     GEOID18
 OO1383  NAD 83(2011) X  -   -288,863.798 (meters)                     COMP
 OO1383  NAD 83(2011) Y  - -4,611,404.284 (meters)                     COMP
 OO1383  NAD 83(2011) Z  -  4,382,606.502 (meters)                     COMP
 OO1383  LAPLACE CORR    -         -0.82  (seconds)                    DEFLEC18
 OO1383  DYNAMIC HEIGHT  -        385.187 (meters)     1263.73  (feet) COMP
 OO1383  MODELED GRAVITY -    980,353.8   (mgal)                       NAVD 88
 OO1383
 OO1383  VERT ORDER      -  SECOND    CLASS I
 OO1383
 OO1383  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 OO1383  Standards:
 OO1383         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 OO1383            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 OO1383  -------------------------------------------------------------------
 OO1383  NETWORK    0.81   1.80           0.37   0.28   0.92      0.06518957
 OO1383  -------------------------------------------------------------------
 OO1383  Click here for local accuracies and other accuracy information.
 OO1383
 OO1383.The horizontal coordinates were established by GPS observations
 OO1383.and adjusted by the MN DEPT OF TRANSP in October 2019.
 OO1383
 OO1383.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 OO1383.been affixed to the stable North American tectonic plate. See 
 OO1383.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 OO1383
 OO1383.The horizontal coordinates are valid at the epoch date displayed above
 OO1383.which is a decimal equivalence of Year/Month/Day.
 OO1383
 OO1383.The orthometric height was determined by differential leveling and
 OO1383.adjusted by the NATIONAL GEODETIC SURVEY
 OO1383.in May 2019.
 OO1383
 OO1383.Significant digits in the geoid height do not necessarily reflect accuracy.
 OO1383.GEOID18 height accuracy estimate available here.
 OO1383
 OO1383.Click photographs - Photos may exist for this station.
 OO1383
 OO1383.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 OO1383
 OO1383.The Laplace correction was computed from DEFLEC18 derived deflections.
 OO1383
 OO1383.The ellipsoidal height was determined by GPS observations
 OO1383.and is referenced to NAD 83.
 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. The following values were computed from the NAD 83(2011) position.
 OO1383
 OO1383;                    North         East     Units Scale Factor Converg.
 OO1383;SPC MN S     -   175,523.792   833,514.257   MT  1.00002426   +0 17 28.7
 OO1383;SPC MN S     -   575,864.31  2,734,621.36   sFT  1.00002426   +0 17 28.7
 OO1383;UTM  15      - 4,836,379.214   452,894.951   MT  0.99962729   -0 24 13.0
 OO1383
 OO1383!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OO1383!SPC MN S     -   0.99994420  x   1.00002426  =   0.99996846
 OO1383!UTM  15      -   0.99994420  x   0.99962729  =   0.99957151
 OO1383
 OO1383_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVJ5289436379(NAD 83)
 OO1383
 OO1383                          SUPERSEDED SURVEY CONTROL
 OO1383
 OO1383  NAVD 88 (06/15/91)  385.293  (m)         1264.08   (f) SUPERSEDED  2 1
 OO1383
 OO1383.Superseded values are not recommended for survey control.
 OO1383
 OO1383.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OO1383.See file dsdata.pdf to determine how the superseded data were derived.
 OO1383
 OO1383_MARKER: DV = VERTICAL CONTROL DISK
 OO1383_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 OO1383_STAMPING: 2407 H 1980
 OO1383_MARK LOGO: MNHD
 OO1383_PROJECTION: FLUSH
 OO1383_MAGNETIC: I = MARKER IS A STEEL ROD
 OO1383_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OO1383_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OO1383+SATELLITE: SATELLITE OBSERVATIONS - May 31, 2017
 OO1383
 OO1383  HISTORY     - Date     Condition        Report By
 OO1383  HISTORY     - 19800520 MONUMENTED       MNHD
 OO1383  HISTORY     - 20160525 GOOD             MNDT
 OO1383  HISTORY     - 20170531 GOOD             MNDT
 OO1383
 OO1383                          STATION DESCRIPTION
 OO1383
 OO1383'DESCRIBED BY MN HIGHWAY DEPT 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.
 OO1383
 OO1383                          STATION RECOVERY (2016)
 OO1383
 OO1383'RECOVERY NOTE BY MN DEPT OF TRANSP 2016 (KMS)
 OO1383'THE MARK IS LOCATED ABOUT 0.7 MI (1.1 KM) NORTHWEST OF ALDEN.
 OO1383'
 OO1383'TO REACH THE MARK GO 1.1 MI (1.8 KM) NORTH-NORTHWEST ALONG TRUNK
 OO1383'HIGHWAY 109 FROM THE JUNCTION OF TRUNK HIGHWAY 109 AND INTERSTATE
 OO1383'HIGHWAY 90 IN ALDEN, AT TRUNK HIGHWAY 109 MILE POINT 31.70, THEN 0.1
 OO1383'MI (0.2 KM) NORTH ON COUNTY ROAD 6 (640TH AVENUE), AT SOUTHWEST CORNER
 OO1383'OF ALDEN CEMETERY.
 OO1383'
 OO1383'THE MARK IS LOCATED 34.7 FT (10.6 M) EAST OF COUNTY ROAD 6, 32.6 FT
 OO1383'(9.9 M) SOUTHWEST OF THE SOUTHWEST CORNER OF HANS JACOBSON HEADSTONE,
 OO1383'1.1 FT (0.3 M) SOUTH OF THE SOUTHWEST CORNER OF GATE POST, 0.8 FT (24
 OO1383'CM) SOUTHWEST OF A WITNESS POST.
 OO1383
 OO1383                          STATION RECOVERY (2017)
 OO1383
 OO1383'RECOVERY NOTE BY MN DEPT OF TRANSP 2017 (ASL)
 OO1383'0.7 MILE NORTHWEST OF ALDEN, 1.1 MILES NORTH-NORTHWEST ALONG TRUNK
 OO1383'HIGHWAY 109 FROM THE JUNCTION OF TRUNK HIGHWAY 109 AND INTERSTATE
 OO1383'HIGHWAY 90 IN ALDEN, AT TRUNK HIGHWAY 109 MILEPOINT 31.70, THEN 0.1
 OO1383'MILE NORTH ON COUNTY ROAD 6 (640TH AVENUE), AT THE SOUTHWEST CORNER OF
 OO1383'THE ALDEN CEMETERY, 34.7 FEET EAST OF COUNTY ROAD 6, 32.6 FEET
 OO1383'SOUTHWEST OF THE SOUTHWEST CORNER OF THE HANS JACOBSON HEADSTONE, 1.1
 OO1383'FEET SOUTH OF THE SOUTHWEST CORNER OF A GATE POST, 0.8 FOOT SOUTHWEST
 OO1383'OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 OO1382 ***********************************************************************
 OO1382  DESIGNATION -  2407 J
 OO1382  PID         -  OO1382
 OO1382  STATE/COUNTY-  MN/FREEBORN
 OO1382  COUNTRY     -  US
 OO1382  USGS QUAD   -  ALDEN (2019)
 OO1382
 OO1382                         *CURRENT SURVEY CONTROL
 OO1382  ______________________________________________________________________
 OO1382* NAD 83(1986) POSITION- 43 40 30.17   (N) 093 34 24.66   (W)   HD_HELD1
 OO1382* NAVD 88 ORTHO HEIGHT -   388.688 (meters)     1275.22  (feet) ADJUSTED
 OO1382  ______________________________________________________________________
 OO1382  GEOID HEIGHT    -        -29.431 (meters)                     GEOID18
 OO1382  DYNAMIC HEIGHT  -        388.589 (meters)     1274.90  (feet) COMP
 OO1382  MODELED GRAVITY -    980,352.8   (mgal)                       NAVD 88
 OO1382
 OO1382  VERT ORDER      -  SECOND    CLASS I
 OO1382
 OO1382.The horizontal coordinates were determined by differentially corrected
 OO1382.hand held GPS observations or other comparable positioning techniques
 OO1382.and have an estimated accuracy of +/- 3 meters.
 OO1382
 OO1382.The orthometric height was determined by differential leveling and
 OO1382.adjusted by the NATIONAL GEODETIC SURVEY
 OO1382.in May 2019.
 OO1382
 OO1382.Significant digits in the geoid height do not necessarily reflect accuracy.
 OO1382.GEOID18 height accuracy estimate available here.
 OO1382
 OO1382.Click photographs - Photos may exist for this station.
 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     -   175,096.9     834,393.5     MT  (+/- 3 meters HH1 GPS) 
 OO1382
 OO1382_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVJ5376835941(NAD 83)
 OO1382
 OO1382                          SUPERSEDED SURVEY CONTROL
 OO1382
 OO1382  NAVD 88 (06/15/91)  388.692  (m)         1275.23   (f) SUPERSEDED  2 1
 OO1382
 OO1382.Superseded values are not recommended for survey control.
 OO1382
 OO1382.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OO1382.See file dsdata.pdf to determine how the superseded data were derived.
 OO1382
 OO1382_MARKER: DV = VERTICAL CONTROL DISK
 OO1382_SETTING: 30 = SET IN A LIGHT STRUCTURE
 OO1382_SP_SET: FOOTING
 OO1382_STAMPING: 2407 J 1980
 OO1382_MARK LOGO: MNHD
 OO1382_MAGNETIC: N = NO MAGNETIC MATERIAL
 OO1382_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OO1382_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 OO1382+SATELLITE: SATELLITE OBSERVATIONS - May 25, 2016
 OO1382
 OO1382  HISTORY     - Date     Condition        Report By
 OO1382  HISTORY     - 19800520 MONUMENTED       MNHD
 OO1382  HISTORY     - 20160525 GOOD             MNDT
 OO1382
 OO1382                          STATION DESCRIPTION
 OO1382
 OO1382'DESCRIBED BY MN HIGHWAY DEPT 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.
 OO1382
 OO1382                          STATION RECOVERY (2016)
 OO1382
 OO1382'RECOVERY NOTE BY MN DEPT OF TRANSP 2016 (KMS)
 OO1382'THE STATION IS LOCATED ABOUT 6.3 MI (10.1 KM) SOUTH OF FREEBORN, 4.7
 OO1382'MI (7.6 KM) NORTH-NORTHWEST OF CONGER AND IN THE TOWN OF ALDEN, MN.
 OO1382'
 OO1382'TO REACH THE MARK GO 0.25 MI (0.40 KM) NORTH ALONG BROADWAY STREET
 OO1382'NORTH FROM THE JUNCTION OF BROADWAY STREET NORTH AND TRUNK HIGHWAY 109
 OO1382'IN ALDEN, IN WEST SIDE OF CONCRETE BASE OF SOUTHWEST LEG OF CITY WATER
 OO1382'TANK.
 OO1382'
 OO1382'THE MARK IS LOCATED 71.4 FT (21.8 M) SOUTH OF THE SOUTHWEST CORNER OF
 OO1382'PUMP HOUSE, 76.0 FT (23.2 M) EAST OF BROADWAY STREET.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DP5778 ***********************************************************************
 DP5778  DESIGNATION -  2407 L
 DP5778  PID         -  DP5778
 DP5778  STATE/COUNTY-  MN/FREEBORN
 DP5778  COUNTRY     -  US
 DP5778  USGS QUAD   -  ALDEN (2019)
 DP5778
 DP5778                         *CURRENT SURVEY CONTROL
 DP5778  ______________________________________________________________________
 DP5778* NAD 83(2011) POSITION- 43 41 16.95197(N) 093 37 00.39652(W)   ADJUSTED
 DP5778* NAD 83(2011) ELLIP HT-   341.352 (meters)        (11/18/14)   ADJUSTED
 DP5778* NAD 83(2011) EPOCH   -  2010.00
 DP5778* NAVD 88 ORTHO HEIGHT -   370.731 (meters)     1216.31  (feet) ADJUSTED
 DP5778  ______________________________________________________________________
 DP5778  GEOID HEIGHT    -        -29.404 (meters)                     GEOID18
 DP5778  NAD 83(2011) X  -   -291,425.461 (meters)                     COMP
 DP5778  NAD 83(2011) Y  - -4,610,531.890 (meters)                     COMP
 DP5778  NAD 83(2011) Z  -  4,383,328.661 (meters)                     COMP
 DP5778  LAPLACE CORR    -         -1.74  (seconds)                    DEFLEC18
 DP5778  DYNAMIC HEIGHT  -        370.638 (meters)     1216.00  (feet) COMP
 DP5778  MODELED GRAVITY -    980,357.0   (mgal)                       NAVD 88
 DP5778
 DP5778  VERT ORDER      -  SECOND    CLASS I
 DP5778
 DP5778  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DP5778  Standards:
 DP5778         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DP5778            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DP5778  -------------------------------------------------------------------
 DP5778  NETWORK    0.64   1.35           0.29   0.23   0.69      0.01852225
 DP5778  -------------------------------------------------------------------
 DP5778  Click here for local accuracies and other accuracy information.
 DP5778
 DP5778.The horizontal coordinates were established by GPS observations
 DP5778.and adjusted by the MN DEPT OF TRANSP in November 2014.
 DP5778
 DP5778.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DP5778.been affixed to the stable North American tectonic plate. See 
 DP5778.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DP5778
 DP5778.The horizontal coordinates are valid at the epoch date displayed above
 DP5778.which is a decimal equivalence of Year/Month/Day.
 DP5778
 DP5778.The orthometric height was determined by differential leveling and
 DP5778.adjusted by the NATIONAL GEODETIC SURVEY
 DP5778.in May 2019.
 DP5778
 DP5778.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP5778.GEOID18 height accuracy estimate available here.
 DP5778
 DP5778.Click photographs - Photos may exist for this station.
 DP5778
 DP5778.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DP5778
 DP5778.The Laplace correction was computed from DEFLEC18 derived deflections.
 DP5778
 DP5778.The ellipsoidal height was determined by GPS observations
 DP5778.and is referenced to NAD 83.
 DP5778
 DP5778.The dynamic height is computed by dividing the NAVD 88
 DP5778.geopotential number by the normal gravity value computed on the
 DP5778.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP5778.degrees latitude (g = 980.6199 gals.).
 DP5778
 DP5778.The modeled gravity was interpolated from observed gravity values.
 DP5778
 DP5778. The following values were computed from the NAD 83(2011) position.
 DP5778
 DP5778;                    North         East     Units Scale Factor Converg.
 DP5778;SPC MN S     -   176,523.467   830,898.030   MT  1.00002201   +0 16 07.0
 DP5778;SPC MN S     -   579,144.07  2,726,037.95   sFT  1.00002201   +0 16 07.0
 DP5778;UTM  15      - 4,837,410.133   450,292.065   MT  0.99963039   -0 25 33.7
 DP5778
 DP5778!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DP5778!SPC MN S     -   0.99994648  x   1.00002201  =   0.99996848
 DP5778!UTM  15      -   0.99994648  x   0.99963039  =   0.99957688
 DP5778
 DP5778_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVJ5029237410(NAD 83)
 DP5778
 DP5778                          SUPERSEDED SURVEY CONTROL
 DP5778
 DP5778  NAVD 88 (11/18/14)  370.77   (m)  GEOID12A model used  GPS OBS        
 DP5778
 DP5778.Superseded values are not recommended for survey control.
 DP5778
 DP5778.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DP5778.See file dsdata.pdf to determine how the superseded data were derived.
 DP5778
 DP5778_MARKER: F = FLANGE-ENCASED ROD
 DP5778_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DP5778_STAMPING: 2407 L 2013
 DP5778_MARK LOGO: MNDT
 DP5778_PROJECTION: FLUSH
 DP5778_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DP5778_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DP5778_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP5778+SATELLITE: SATELLITE OBSERVATIONS - May 31, 2017
 DP5778_ROD/PIPE-DEPTH: 10.4 meters
 DP5778
 DP5778  HISTORY     - Date     Condition        Report By
 DP5778  HISTORY     - 20130626 MONUMENTED       MNDT
 DP5778  HISTORY     - 20160525 GOOD             MNDT
 DP5778  HISTORY     - 20170531 GOOD             MNDT
 DP5778
 DP5778                          STATION DESCRIPTION
 DP5778
 DP5778'DESCRIBED BY MN DEPT OF TRANSP 2013
 DP5778'2.4 MILES NORTHWEST OF ALDEN, 2.85 MILES NORTH AND WEST ALONG TRUNK
 DP5778'HIGHWAY 109 FROM THE JUNCTION OF INTERSTATE HIGHWAY 90 AND TRUNK
 DP5778'HIGHWAY 109 IN ALDEN, AT TRUNK HIGHWAY 109 MILEPOINT 29.9, 61.7 FEET
 DP5778'NORTHEAST OF TRUNK HIGHWAY 109, 18.5 FEET EAST-SOUTHEAST OF EXTENDED
 DP5778'230TH STREET, 19.5 FEET SOUTHEAST OF TELEPHONE PEDESTAL, 19.6 FEET
 DP5778'WEST-NORTHWEST OF FIELD ENTRANCE, 1.5 FEET SOUTHWEST OF WITNESS POST.
 DP5778
 DP5778                          STATION RECOVERY (2016)
 DP5778
 DP5778'RECOVERY NOTE BY MN DEPT OF TRANSP 2016 (KMS)
 DP5778'RECOVERED AS DESCRIBED.
 DP5778'
 DP5778'NOTE-THE STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM ROD
 DP5778'DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION REMOVABLE DISK
 DP5778'SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH PVC
 DP5778'PIPE BACK FILLED WITH WASHED SAND.
 DP5778
 DP5778                          STATION RECOVERY (2017)
 DP5778
 DP5778'RECOVERY NOTE BY MN DEPT OF TRANSP 2017 (CDS)
 DP5778'2.4 MILES NORTHWEST OF ALDEN, 2.85 MILES NORTH AND WEST ALONG TRUNK
 DP5778'HIGHWAY 109 FROM THE JUNCTION OF INTERSTATE HIGHWAY 90 AND TRUNK
 DP5778'HIGHWAY 109 IN ALDEN, AT TRUNK HIGHWAY 109 MILEPOINT 29.9, 61.7 FEET
 DP5778'NORTHEAST OF TRUNK HIGHWAY 109, 18.5 FEET EAST-SOUTHEAST OF EXTENDED
 DP5778'230TH STREET, 19.5 FEET SOUTHEAST OF A TELEPHONE-PEDESTAL, 19.6 FEET
 DP5778'WEST-NORTHWEST OF A FIELD ENTRANCE, 1.5 FEET SOUTHWEST OF A WITNESS
 DP5778'POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DQ5571 ***********************************************************************
 DQ5571  DESIGNATION -  2407 M
 DQ5571  PID         -  DQ5571
 DQ5571  STATE/COUNTY-  MN/FREEBORN
 DQ5571  COUNTRY     -  US
 DQ5571  USGS QUAD   -  WELLS (2019)
 DQ5571
 DQ5571                         *CURRENT SURVEY CONTROL
 DQ5571  ______________________________________________________________________
 DQ5571* NAD 83(2011) POSITION- 43 41 41.71133(N) 093 37 54.33287(W)   ADJUSTED
 DQ5571* NAD 83(2011) ELLIP HT-   333.825 (meters)        (10/04/19)   ADJUSTED
 DQ5571* NAD 83(2011) EPOCH   -  2010.00
 DQ5571* NAVD 88 ORTHO HEIGHT -   363.192 (meters)     1191.57  (feet) ADJUSTED
 DQ5571  ______________________________________________________________________
 DQ5571  GEOID HEIGHT    -        -29.389 (meters)                     GEOID18
 DQ5571  NAD 83(2011) X  -   -292,597.280 (meters)                     COMP
 DQ5571  NAD 83(2011) Y  - -4,609,923.277 (meters)                     COMP
 DQ5571  NAD 83(2011) Z  -  4,383,876.021 (meters)                     COMP
 DQ5571  LAPLACE CORR    -         -2.14  (seconds)                    DEFLEC18
 DQ5571  DYNAMIC HEIGHT  -        363.101 (meters)     1191.27  (feet) COMP
 DQ5571  MODELED GRAVITY -    980,358.8   (mgal)                       NAVD 88
 DQ5571
 DQ5571  VERT ORDER      -  SECOND    CLASS I
 DQ5571
 DQ5571  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DQ5571  Standards:
 DQ5571         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DQ5571            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DQ5571  -------------------------------------------------------------------
 DQ5571  NETWORK    0.79   1.74           0.36   0.27   0.89      0.06117478
 DQ5571  -------------------------------------------------------------------
 DQ5571  Click here for local accuracies and other accuracy information.
 DQ5571
 DQ5571.The horizontal coordinates were established by GPS observations
 DQ5571.and adjusted by the MN DEPT OF TRANSP in October 2019.
 DQ5571
 DQ5571.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DQ5571.been affixed to the stable North American tectonic plate. See 
 DQ5571.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DQ5571
 DQ5571.The horizontal coordinates are valid at the epoch date displayed above
 DQ5571.which is a decimal equivalence of Year/Month/Day.
 DQ5571
 DQ5571.The orthometric height was determined by differential leveling and
 DQ5571.adjusted by the NATIONAL GEODETIC SURVEY
 DQ5571.in May 2019.
 DQ5571
 DQ5571.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ5571.GEOID18 height accuracy estimate available here.
 DQ5571
 DQ5571.Click photographs - Photos may exist for this station.
 DQ5571
 DQ5571.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DQ5571
 DQ5571.The Laplace correction was computed from DEFLEC18 derived deflections.
 DQ5571
 DQ5571.The ellipsoidal height was determined by GPS observations
 DQ5571.and is referenced to NAD 83.
 DQ5571
 DQ5571.The dynamic height is computed by dividing the NAVD 88
 DQ5571.geopotential number by the normal gravity value computed on the
 DQ5571.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ5571.degrees latitude (g = 980.6199 gals.).
 DQ5571
 DQ5571.The modeled gravity was interpolated from observed gravity values.
 DQ5571
 DQ5571. The following values were computed from the NAD 83(2011) position.
 DQ5571
 DQ5571;                    North         East     Units Scale Factor Converg.
 DQ5571;SPC MN S     -   177,282.067   829,686.620   MT  1.00002033   +0 15 29.2
 DQ5571;SPC MN S     -   581,632.91  2,722,063.52   sFT  1.00002033   +0 15 29.2
 DQ5571;UTM  15      - 4,838,183.062   449,090.410   MT  0.99963188   -0 26 11.2
 DQ5571
 DQ5571!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DQ5571!SPC MN S     -   0.99994766  x   1.00002033  =   0.99996798
 DQ5571!UTM  15      -   0.99994766  x   0.99963188  =   0.99957955
 DQ5571
 DQ5571_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVJ4909038183(NAD 83)
 DQ5571
 DQ5571                          SUPERSEDED SURVEY CONTROL
 DQ5571
 DQ5571.No superseded survey control is available for this station.
 DQ5571
 DQ5571_MARKER: F = FLANGE-ENCASED ROD
 DQ5571_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DQ5571_STAMPING: 2407 M 2016
 DQ5571_MARK LOGO: MNDT
 DQ5571_PROJECTION: RECESSED 5 CENTIMETERS
 DQ5571_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DQ5571_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ5571_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ5571+SATELLITE: SATELLITE OBSERVATIONS - July 18, 2018
 DQ5571_ROD/PIPE-DEPTH: 11.0 meters
 DQ5571
 DQ5571  HISTORY     - Date     Condition        Report By
 DQ5571  HISTORY     - 20160601 MONUMENTED       MNDT
 DQ5571  HISTORY     - 20170531 GOOD             MNDT
 DQ5571  HISTORY     - 20180718 GOOD             MNDT
 DQ5571
 DQ5571                          STATION DESCRIPTION
 DQ5571
 DQ5571'DESCRIBED BY MN DEPT OF TRANSP 2016
 DQ5571'THE MARK IS LOCATED ABOUT 3.5 MI (5.6 KM) NORTHWEST OF ALDEN.
 DQ5571'
 DQ5571'TO REACH THE MARK GO 3.75 MI (6.03 KM) NORTHWEST ALONG TRUNK HIGHWAY
 DQ5571'109 FROM THE JUNCTION OF TRUNK HIGHWAY 109 AND INTERSTATE HIGHWAY 90
 DQ5571'IN ALDEN, AT TRUNK HIGHWAY 109 MILE POINT 29.0, 0.25 MI (0.40 KM)
 DQ5571'NORTH WEST OF 620TH AVENUE.
 DQ5571'
 DQ5571'THE MARK IS LOCATED 64.5 FT (19.7 M) NORTHEAST OF TRUNK HIGHWAY 109,
 DQ5571'1.5 FT (0.5 M) SOUTHWEST OF A WITNESS POST.
 DQ5571'
 DQ5571'NOTE-THE STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM ROD
 DQ5571'DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION REMOVABLE DISK
 DQ5571'SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH PVC
 DQ5571'PIPE BACK FILLED WITH WASHED SAND.
 DQ5571
 DQ5571                          STATION RECOVERY (2017)
 DQ5571
 DQ5571'RECOVERY NOTE BY MN DEPT OF TRANSP 2017 (CDS)
 DQ5571'3.5 MILES NORTHWEST OF ALDEN, 3.75 MILES NORTHWEST ALONG TRUNK HIGHWAY
 DQ5571'109 FROM THE JUNCTION OF TRUNK HIGHWAY 109 AND INTERSTATE HIGHWAY 90
 DQ5571'IN ALDEN, AT TRUNK HIGHWAY 109 MILEPOINT 29.0, 64.5 FEET NORTHEAST OF
 DQ5571'TRUNK HIGHWAY 109, 1.5 FEET SOUTHWEST OF A WITNESS POST.
 DQ5571
 DQ5571                          STATION RECOVERY (2018)
 DQ5571
 DQ5571'RECOVERY NOTE BY MN DEPT OF TRANSP 2018 (KMS)
 DQ5571'3.5 MI (5.6 KM) NORTHWEST OF ALDEN, 3.75 MI (6.03 KM) NORTHWEST ALONG
 DQ5571'TRUNK HIGHWAY 109 FROM THE JUNCTION OF TRUNK HIGHWAY 109 AND
 DQ5571'INTERSTATE HIGHWAY 90 IN ALDEN, AT TRUNK HIGHWAY 109 MILE POINT 29.0,
 DQ5571'64.5 FT (19.7 M) NORTHEAST OF TRUNK HIGHWAY 109, 1.5 FT (0.5 M)
 DQ5571'SOUTHWEST OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DO9622 ***********************************************************************
 DO9622  DESIGNATION -  2408 F
 DO9622  PID         -  DO9622
 DO9622  STATE/COUNTY-  MN/FREEBORN
 DO9622  COUNTRY     -  US
 DO9622  USGS QUAD   -  ELLENDALE (2019)
 DO9622
 DO9622                         *CURRENT SURVEY CONTROL
 DO9622  ______________________________________________________________________
 DO9622* NAD 83(1986) POSITION- 43 45 45.48   (N) 093 18 48.70   (W)   HD_HELD1
 DO9622* NAVD 88 ORTHO HEIGHT -   396.387 (meters)     1300.48  (feet) ADJUSTED
 DO9622  ______________________________________________________________________
 DO9622  GEOID HEIGHT    -        -29.044 (meters)                     GEOID18
 DO9622  DYNAMIC HEIGHT  -        396.300 (meters)     1300.19  (feet) COMP
 DO9622  MODELED GRAVITY -    980,388.4   (mgal)                       NAVD 88
 DO9622
 DO9622  VERT ORDER      -  SECOND    CLASS I
 DO9622
 DO9622.The horizontal coordinates were determined by differentially corrected
 DO9622.hand held GPS observations or other comparable positioning techniques
 DO9622.and have an estimated accuracy of +/- 3 meters.
 DO9622
 DO9622.The orthometric height was determined by differential leveling and
 DO9622.adjusted by the NATIONAL GEODETIC SURVEY
 DO9622.in May 2019.
 DO9622
 DO9622.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO9622.GEOID18 height accuracy estimate available here.
 DO9622
 DO9622.Click photographs - Photos may exist for this station.
 DO9622
 DO9622.The dynamic height is computed by dividing the NAVD 88
 DO9622.geopotential number by the normal gravity value computed on the
 DO9622.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO9622.degrees latitude (g = 980.6199 gals.).
 DO9622
 DO9622.The modeled gravity was interpolated from observed gravity values.
 DO9622
 DO9622;                    North         East    Units  Estimated Accuracy
 DO9622;SPC MN S     -   184,970.8     855,278.0     MT  (+/- 3 meters HH1 GPS) 
 DO9622
 DO9622_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVJ7476345557(NAD 83)
 DO9622
 DO9622                          SUPERSEDED SURVEY CONTROL
 DO9622
 DO9622  NAVD 88 (07/09/14)  396.390  (m)         1300.49   (f) SUPERSEDED  2 1
 DO9622
 DO9622.Superseded values are not recommended for survey control.
 DO9622
 DO9622.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DO9622.See file dsdata.pdf to determine how the superseded data were derived.
 DO9622
 DO9622_MARKER: F = FLANGE-ENCASED ROD
 DO9622_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DO9622_STAMPING: 2408 F 2013
 DO9622_MARK LOGO: MNDT
 DO9622_PROJECTION: FLUSH
 DO9622_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DO9622_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DO9622_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DO9622+SATELLITE: SATELLITE OBSERVATIONS - August 01, 2016
 DO9622_ROD/PIPE-DEPTH: 5.2 meters
 DO9622
 DO9622  HISTORY     - Date     Condition        Report By
 DO9622  HISTORY     - 20130722 MONUMENTED       MNDT
 DO9622  HISTORY     - 20160801 GOOD             MNDT
 DO9622
 DO9622                          STATION DESCRIPTION
 DO9622
 DO9622'DESCRIBED BY MN DEPT OF TRANSP 2013 (CP)
 DO9622'0.5 MILES EAST OF CLARKS GROVE, AT JUNCTION OF TRUNK HIGHWAY 251 AND
 DO9622'INTERSTATE HIGHWAY 35 (JUNCTION IS 0.5 MILE EAST OF CLARKS GROVE), AT
 DO9622'TRUNK HIGHWAY 251 MILEPOINT 0.45, 48.6 FEET NORTH OF TRUNK HIGHWAY
 DO9622'251, 265 FEET EAST OF NORTHBOUND INTERSTATE HIGHWAY 35, 58.9 FEET WEST
 DO9622'OF ENTRANCE RAMP TO INTERSTATE HIGHWAY 35 NORTH, 1.5 FEET SOUTH OF
 DO9622'WITNESS POST.
 DO9622
 DO9622                          STATION RECOVERY (2016)
 DO9622
 DO9622'RECOVERY NOTE BY MN DEPT OF TRANSP 2016 (KMS)
 DO9622'RECOVERED AS DESCRIBED.
 DO9622'
 DO9622'NOTE-THE STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM ROD
 DO9622'DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION REMOVABLE DISK
 DO9622'SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH PVC
 DO9622'PIPE BACK FILLED WITH WASHED SAND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DO9625 ***********************************************************************
 DO9625  DESIGNATION -  2408 G
 DO9625  PID         -  DO9625
 DO9625  STATE/COUNTY-  MN/FREEBORN
 DO9625  COUNTRY     -  US
 DO9625  USGS QUAD   -  ELLENDALE (2019)
 DO9625
 DO9625                         *CURRENT SURVEY CONTROL
 DO9625  ______________________________________________________________________
 DO9625* NAD 83(1986) POSITION- 43 45 38.00   (N) 093 16 10.05   (W)   HD_HELD1
 DO9625* NAVD 88 ORTHO HEIGHT -   371.641 (meters)     1219.29  (feet) ADJUSTED
 DO9625  ______________________________________________________________________
 DO9625  GEOID HEIGHT    -        -28.963 (meters)                     GEOID18
 DO9625  DYNAMIC HEIGHT  -        371.563 (meters)     1219.04  (feet) COMP
 DO9625  MODELED GRAVITY -    980,396.8   (mgal)                       NAVD 88
 DO9625
 DO9625  VERT ORDER      -  SECOND    CLASS I
 DO9625
 DO9625.The horizontal coordinates were determined by differentially corrected
 DO9625.hand held GPS observations or other comparable positioning techniques
 DO9625.and have an estimated accuracy of +/- 3 meters.
 DO9625
 DO9625.The orthometric height was determined by differential leveling and
 DO9625.adjusted by the NATIONAL GEODETIC SURVEY
 DO9625.in July 2014.
 DO9625
 DO9625.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO9625.GEOID18 height accuracy estimate available here.
 DO9625
 DO9625.Click photographs - Photos may exist for this station.
 DO9625
 DO9625.The dynamic height is computed by dividing the NAVD 88
 DO9625.geopotential number by the normal gravity value computed on the
 DO9625.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO9625.degrees latitude (g = 980.6199 gals.).
 DO9625
 DO9625.The modeled gravity was interpolated from observed gravity values.
 DO9625
 DO9625;                    North         East    Units  Estimated Accuracy
 DO9625;SPC MN S     -   184,770.8     858,828.6     MT  (+/- 3 meters HH1 GPS) 
 DO9625
 DO9625_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVJ7830945314(NAD 83)
 DO9625
 DO9625                          SUPERSEDED SURVEY CONTROL
 DO9625
 DO9625.No superseded survey control is available for this station.
 DO9625
 DO9625_MARKER: F = FLANGE-ENCASED ROD
 DO9625_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DO9625_STAMPING: 2408 G 2013
 DO9625_MARK LOGO: MNDT
 DO9625_PROJECTION: RECESSED 5 CENTIMETERS
 DO9625_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DO9625_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DO9625_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DO9625+SATELLITE: SATELLITE OBSERVATIONS - December 02, 2020
 DO9625_ROD/PIPE-DEPTH: 11.6 meters
 DO9625
 DO9625  HISTORY     - Date     Condition        Report By
 DO9625  HISTORY     - 20130722 MONUMENTED       MNDT
 DO9625  HISTORY     - 20201202 GOOD             MNDT
 DO9625
 DO9625                          STATION DESCRIPTION
 DO9625
 DO9625'DESCRIBED BY MN DEPT OF TRANSP 2013 (CP)
 DO9625'3.0 MILES EAST OF CLARKS GROVE, 2.25 MILES EAST ALONG TRUNK HIGHWAY
 DO9625'251 FROM JUNCTION OF TRUNK HIGHWAY 251 AND INTERSTATE HIGHWAY 35
 DO9625'(JUNCTION IS 0.5 MILE EAST OF CLARKS GROVE), AT TRUNK HIGHWAY 251
 DO9625'MILEPOINT 2.75, 46.9 FEET NORTH OF TRUNK HIGHWAY 251, 44 FEET EAST OF
 DO9625'800TH AVENUE, 2.4 FEET SOUTH OF RIGHT OF WAY POST, 2.4 FEET SOUTH OF
 DO9625'WITNESS POST.
 DO9625
 DO9625                          STATION RECOVERY (2020)
 DO9625
 DO9625'RECOVERY NOTE BY MN DEPT OF TRANSP 2020 (KMS)
 DO9625'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DO9629 ***********************************************************************
 DO9629  DESIGNATION -  2408 J
 DO9629  PID         -  DO9629
 DO9629  STATE/COUNTY-  MN/FREEBORN
 DO9629  COUNTRY     -  US
 DO9629  USGS QUAD   -  HOLLANDALE (2019)
 DO9629
 DO9629                         *CURRENT SURVEY CONTROL
 DO9629  ______________________________________________________________________
 DO9629* NAD 83(1986) POSITION- 43 45 38.49   (N) 093 12 16.46   (W)   HD_HELD1
 DO9629* NAVD 88 ORTHO HEIGHT -   368.273 (meters)     1208.24  (feet) ADJUSTED
 DO9629  ______________________________________________________________________
 DO9629  GEOID HEIGHT    -        -28.842 (meters)                     GEOID18
 DO9629  DYNAMIC HEIGHT  -        368.200 (meters)     1208.00  (feet) COMP
 DO9629  MODELED GRAVITY -    980,410.1   (mgal)                       NAVD 88
 DO9629
 DO9629  VERT ORDER      -  SECOND    CLASS I
 DO9629
 DO9629.The horizontal coordinates were determined by differentially corrected
 DO9629.hand held GPS observations or other comparable positioning techniques
 DO9629.and have an estimated accuracy of +/- 3 meters.
 DO9629
 DO9629.The orthometric height was determined by differential leveling and
 DO9629.adjusted by the NATIONAL GEODETIC SURVEY
 DO9629.in July 2014.
 DO9629
 DO9629.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO9629.GEOID18 height accuracy estimate available here.
 DO9629
 DO9629.Click photographs - Photos may exist for this station.
 DO9629
 DO9629.The dynamic height is computed by dividing the NAVD 88
 DO9629.geopotential number by the normal gravity value computed on the
 DO9629.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO9629.degrees latitude (g = 980.6199 gals.).
 DO9629
 DO9629.The modeled gravity was interpolated from observed gravity values.
 DO9629
 DO9629;                    North         East    Units  Estimated Accuracy
 DO9629;SPC MN S     -   184,834.6     864,053.4     MT  (+/- 3 meters HH1 GPS) 
 DO9629
 DO9629_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVJ8353245314(NAD 83)
 DO9629
 DO9629                          SUPERSEDED SURVEY CONTROL
 DO9629
 DO9629.No superseded survey control is available for this station.
 DO9629
 DO9629_MARKER: F = FLANGE-ENCASED ROD
 DO9629_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DO9629_STAMPING: 2408 J 2013
 DO9629_MARK LOGO: MNDT
 DO9629_PROJECTION: FLUSH
 DO9629_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DO9629_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DO9629_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DO9629+SATELLITE: SATELLITE OBSERVATIONS - December 02, 2020
 DO9629_ROD/PIPE-DEPTH: 19.5 meters
 DO9629
 DO9629  HISTORY     - Date     Condition        Report By
 DO9629  HISTORY     - 20130723 MONUMENTED       MNDT
 DO9629  HISTORY     - 20201202 GOOD             MNDT
 DO9629
 DO9629                          STATION DESCRIPTION
 DO9629
 DO9629'DESCRIBED BY MN DEPT OF TRANSP 2013 (CP)
 DO9629'IN HOLLANDALE, AT JUNCTION OF TRUNK HIGHWAY 251 AND COUNTY ROAD
 DO9629'28/CENTRAL AVENUE IN HOLLANDALE, AT TRUNK HIGHWAY 251 MILEPOINT 6.35,
 DO9629'55.3 FEET SOUTH OF TRUNK HIGHWAY 251, 57.8 FEET WEST OF COUNTY ROAD
 DO9629'28/CENTRAL AVENUE, 1.5 FEET NORTH OF WITNESS POST.
 DO9629
 DO9629                          STATION RECOVERY (2020)
 DO9629
 DO9629'RECOVERY NOTE BY MN DEPT OF TRANSP 2020 (KMS)
 DO9629'IN HOLLANDALE, AT THE JUNCTION OF TRUNK HIGHWAY 251 AND COUNTY ROAD 28
 DO9629'(CENTRAL AVENUE) IN HOLLANDALE, AT TRUNK HIGHWAY 251 MILE POINT 6.35,
 DO9629'55.3 FT (16.9 M) SOUTH OF TRUNK HIGHWAY 251, 57.8 FT (17.6 M) WEST OF
 DO9629'COUNTY ROAD 28 (CENTRAL AVENUE), 10.0 FT (3.0 M) SOUTH-SOUTHWEST OF A
 DO9629'WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DO9630 ***********************************************************************
 DO9630  DESIGNATION -  2408 K
 DO9630  PID         -  DO9630
 DO9630  STATE/COUNTY-  MN/FREEBORN
 DO9630  COUNTRY     -  US
 DO9630  USGS QUAD   -  HOLLANDALE (2019)
 DO9630
 DO9630                         *CURRENT SURVEY CONTROL
 DO9630  ______________________________________________________________________
 DO9630* NAD 83(1986) POSITION- 43 45 39.43   (N) 093 11 22.49   (W)   HD_HELD1
 DO9630* NAVD 88 ORTHO HEIGHT -   366.151 (meters)     1201.28  (feet) ADJUSTED
 DO9630  ______________________________________________________________________
 DO9630  GEOID HEIGHT    -        -28.816 (meters)                     GEOID18
 DO9630  DYNAMIC HEIGHT  -        366.080 (meters)     1201.05  (feet) COMP
 DO9630  MODELED GRAVITY -    980,413.2   (mgal)                       NAVD 88
 DO9630
 DO9630  VERT ORDER      -  SECOND    CLASS I
 DO9630
 DO9630.The horizontal coordinates were determined by differentially corrected
 DO9630.hand held GPS observations or other comparable positioning techniques
 DO9630.and have an estimated accuracy of +/- 3 meters.
 DO9630
 DO9630.The orthometric height was determined by differential leveling and
 DO9630.adjusted by the NATIONAL GEODETIC SURVEY
 DO9630.in July 2014.
 DO9630
 DO9630.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO9630.GEOID18 height accuracy estimate available here.
 DO9630
 DO9630.Click photographs - Photos may exist for this station.
 DO9630
 DO9630.The dynamic height is computed by dividing the NAVD 88
 DO9630.geopotential number by the normal gravity value computed on the
 DO9630.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO9630.degrees latitude (g = 980.6199 gals.).
 DO9630
 DO9630.The modeled gravity was interpolated from observed gravity values.
 DO9630
 DO9630;                    North         East    Units  Estimated Accuracy
 DO9630;SPC MN S     -   184,875.5     865,260.3     MT  (+/- 3 meters HH1 GPS) 
 DO9630
 DO9630_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVJ8473945340(NAD 83)
 DO9630
 DO9630                          SUPERSEDED SURVEY CONTROL
 DO9630
 DO9630.No superseded survey control is available for this station.
 DO9630
 DO9630_MARKER: F = FLANGE-ENCASED ROD
 DO9630_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DO9630_STAMPING: 2408 K 2013
 DO9630_MARK LOGO: MNDT
 DO9630_PROJECTION: RECESSED 5 CENTIMETERS
 DO9630_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DO9630_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DO9630_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DO9630+SATELLITE: SATELLITE OBSERVATIONS - December 02, 2020
 DO9630_ROD/PIPE-DEPTH: 16.5 meters
 DO9630
 DO9630  HISTORY     - Date     Condition        Report By
 DO9630  HISTORY     - 20130722 MONUMENTED       MNDT
 DO9630  HISTORY     - 20201202 GOOD             MNDT
 DO9630
 DO9630                          STATION DESCRIPTION
 DO9630
 DO9630'DESCRIBED BY MN DEPT OF TRANSP 2013 (CP)
 DO9630'0.75 MILE EAST OF HOLLANDALE, 0.75 MILE EAST ALONG TRUNK HIGHWAY 251
 DO9630'FROM JUNCTION OF TRUNK HIGHWAY 251 AND COUNTY ROAD 28/CENTRAL AVENUE
 DO9630'IN HOLLANDALE, AT TRUNK HIGHWAY 251 MILEPOINT 7.05, 47.6 FEET SOUTH OF
 DO9630'TRUNK HIGHWAY 251, 15.6 FEET EAST OF FIELD ENTRANCE, 1.5 FEET WEST OF
 DO9630'WITNESS POST.
 DO9630
 DO9630                          STATION RECOVERY (2020)
 DO9630
 DO9630'RECOVERY NOTE BY MN DEPT OF TRANSP 2020 (KMS)
 DO9630'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DO9633 ***********************************************************************
 DO9633  DESIGNATION -  2408 L
 DO9633  PID         -  DO9633
 DO9633  STATE/COUNTY-  MN/FREEBORN
 DO9633  COUNTRY     -  US
 DO9633  USGS QUAD   -  HOLLANDALE (2019)
 DO9633
 DO9633                         *CURRENT SURVEY CONTROL
 DO9633  ______________________________________________________________________
 DO9633* NAD 83(1986) POSITION- 43 45 41.33   (N) 093 08 59.55   (W)   HD_HELD1
 DO9633* NAVD 88 ORTHO HEIGHT -   367.292 (meters)     1205.02  (feet) ADJUSTED
 DO9633  ______________________________________________________________________
 DO9633  GEOID HEIGHT    -        -28.763 (meters)                     GEOID18
 DO9633  DYNAMIC HEIGHT  -        367.223 (meters)     1204.80  (feet) COMP
 DO9633  MODELED GRAVITY -    980,420.3   (mgal)                       NAVD 88
 DO9633
 DO9633  VERT ORDER      -  SECOND    CLASS I
 DO9633
 DO9633.The horizontal coordinates were determined by differentially corrected
 DO9633.hand held GPS observations or other comparable positioning techniques
 DO9633.and have an estimated accuracy of +/- 3 meters.
 DO9633
 DO9633.The orthometric height was determined by differential leveling and
 DO9633.adjusted by the NATIONAL GEODETIC SURVEY
 DO9633.in July 2014.
 DO9633
 DO9633.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO9633.GEOID18 height accuracy estimate available here.
 DO9633
 DO9633.Click photographs - Photos may exist for this station.
 DO9633
 DO9633.The dynamic height is computed by dividing the NAVD 88
 DO9633.geopotential number by the normal gravity value computed on the
 DO9633.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO9633.degrees latitude (g = 980.6199 gals.).
 DO9633
 DO9633.The modeled gravity was interpolated from observed gravity values.
 DO9633
 DO9633;                    North         East    Units  Estimated Accuracy
 DO9633;SPC MN S     -   184,966.6     868,456.9     MT  (+/- 3 meters HH1 GPS) 
 DO9633
 DO9633_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVJ8793545392(NAD 83)
 DO9633
 DO9633                          SUPERSEDED SURVEY CONTROL
 DO9633
 DO9633.No superseded survey control is available for this station.
 DO9633
 DO9633_MARKER: F = FLANGE-ENCASED ROD
 DO9633_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DO9633_STAMPING: 2408 L 2013
 DO9633_MARK LOGO: MNDT
 DO9633_PROJECTION: RECESSED 5 CENTIMETERS
 DO9633_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DO9633_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DO9633_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DO9633+SATELLITE: SATELLITE OBSERVATIONS - September 30, 2019
 DO9633_ROD/PIPE-DEPTH: 16.2 meters
 DO9633
 DO9633  HISTORY     - Date     Condition        Report By
 DO9633  HISTORY     - 20130723 MONUMENTED       MNDT
 DO9633  HISTORY     - 20190930 GOOD             MNDT
 DO9633
 DO9633                          STATION DESCRIPTION
 DO9633
 DO9633'DESCRIBED BY MN DEPT OF TRANSP 2013 (CP)
 DO9633'2.7 MILES EAST OF HOLLANDALE, 2.75 MILES EAST ALONG TRUNK HIGHWAY 251
 DO9633'FROM JUNCTION OF TRUNK HIGHWAY 251 AND COUNTY ROAD 28/CENTRAL AVENUE
 DO9633'IN HOLLANDALE, AT TRUNK HIGHWAY 251 MILEPOINT 8.8, 53.7 FEET NORTH OF
 DO9633'TRUNK HIGHWAY 251, 72.1 FEET WEST OF  860TH AVENUE, 26.3 FEET EAST OF
 DO9633'FIELD ENTRANCE, 1.5 FEET WEST OF WITNESS POST.
 DO9633
 DO9633                          STATION RECOVERY (2019)
 DO9633
 DO9633'RECOVERY NOTE BY MN DEPT OF TRANSP 2019 (MPP)
 DO9633'2.7 MI (4.3 KM) EAST OF HOLLANDALE, 2.75 MI (4.42 KM) EAST ALONG TRUNK
 DO9633'HIGHWAY 251 FROM THE JUNCTION OF TRUNK HIGHWAY 251 AND COUNTY ROAD
 DO9633'28/CENTRAL AVENUE IN HOLLANDALE, AT TRUNK HIGHWAY 251 MILE POINT 8.8,
 DO9633'53.7 FT (16.4 M) NORTH OF TRUNK HIGHWAY 251, 72.1 FT (22.0 M) WEST OF
 DO9633'860TH AVENUE, 26.3 FT (8.0 M) EAST OF A FIELD ENTRANCE, 1.5 FT (0.5 M)
 DO9633'WEST OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DO9634 ***********************************************************************
 DO9634  DESIGNATION -  2408 M
 DO9634  PID         -  DO9634
 DO9634  STATE/COUNTY-  MN/FREEBORN
 DO9634  COUNTRY     -  US
 DO9634  USGS QUAD   -  HOLLANDALE (2019)
 DO9634
 DO9634                         *CURRENT SURVEY CONTROL
 DO9634  ______________________________________________________________________
 DO9634* NAD 83(1986) POSITION- 43 45 39.33   (N) 093 07 45.49   (W)   HD_HELD1
 DO9634* NAVD 88 ORTHO HEIGHT -   367.927 (meters)     1207.11  (feet) ADJUSTED
 DO9634  ______________________________________________________________________
 DO9634  GEOID HEIGHT    -        -28.746 (meters)                     GEOID18
 DO9634  DYNAMIC HEIGHT  -        367.859 (meters)     1206.88  (feet) COMP
 DO9634  MODELED GRAVITY -    980,423.3   (mgal)                       NAVD 88
 DO9634
 DO9634  VERT ORDER      -  SECOND    CLASS I
 DO9634
 DO9634.The horizontal coordinates were determined by differentially corrected
 DO9634.hand held GPS observations or other comparable positioning techniques
 DO9634.and have an estimated accuracy of +/- 3 meters.
 DO9634
 DO9634.The orthometric height was determined by differential leveling and
 DO9634.adjusted by the NATIONAL GEODETIC SURVEY
 DO9634.in July 2014.
 DO9634
 DO9634.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO9634.GEOID18 height accuracy estimate available here.
 DO9634
 DO9634.Click photographs - Photos may exist for this station.
 DO9634
 DO9634.The dynamic height is computed by dividing the NAVD 88
 DO9634.geopotential number by the normal gravity value computed on the
 DO9634.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO9634.degrees latitude (g = 980.6199 gals.).
 DO9634
 DO9634.The modeled gravity was interpolated from observed gravity values.
 DO9634
 DO9634;                    North         East    Units  Estimated Accuracy
 DO9634;SPC MN S     -   184,922.3     870,114.1     MT  (+/- 3 meters HH1 GPS) 
 DO9634
 DO9634_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVJ8959145327(NAD 83)
 DO9634
 DO9634                          SUPERSEDED SURVEY CONTROL
 DO9634
 DO9634.No superseded survey control is available for this station.
 DO9634
 DO9634_MARKER: F = FLANGE-ENCASED ROD
 DO9634_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DO9634_STAMPING: 2408 M 2013
 DO9634_MARK LOGO: MNDT
 DO9634_PROJECTION: RECESSED 5 CENTIMETERS
 DO9634_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DO9634_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DO9634_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DO9634+SATELLITE: SATELLITE OBSERVATIONS - December 02, 2020
 DO9634_ROD/PIPE-DEPTH: 14.6 meters
 DO9634
 DO9634  HISTORY     - Date     Condition        Report By
 DO9634  HISTORY     - 20130723 MONUMENTED       MNDT
 DO9634  HISTORY     - 20201202 GOOD             MNDT
 DO9634
 DO9634                          STATION DESCRIPTION
 DO9634
 DO9634'DESCRIBED BY MN DEPT OF TRANSP 2013 (CP)
 DO9634'3.7 MILES EAST OF HOLLANDALE, 3.75 MILES EAST ALONG TRUNK HIGHWAY 251
 DO9634'FROM JUNCTION OF TRUNK HIGHWAY 251 AND COUNTY ROAD 28/CENTRAL AVENUE
 DO9634'IN HOLLANDALE, AT TRUNK HIGHWAY 251 MILEPOINT 9.8, 85.2 FEET SOUTH OF
 DO9634'TRUNK HIGHWAY 251, 22.6 FEET EAST OF 870TH AVENUE, 15.0 FEET SOUTHWEST
 DO9634'OF POWER POLE, 10.4 FEET SOUTHWEST OF WITNESS POST.
 DO9634
 DO9634                          STATION RECOVERY (2020)
 DO9634
 DO9634'RECOVERY NOTE BY MN DEPT OF TRANSP 2020 (KMS)
 DO9634'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DO9641 ***********************************************************************
 DO9641  DESIGNATION -  2408 N
 DO9641  PID         -  DO9641
 DO9641  STATE/COUNTY-  MN/FREEBORN
 DO9641  COUNTRY     -  US
 DO9641  USGS QUAD   -  BLOOMING PRAIRIE (2019)
 DO9641
 DO9641                         *CURRENT SURVEY CONTROL
 DO9641  ______________________________________________________________________
 DO9641* NAD 83(1986) POSITION- 43 45 40.07   (N) 093 04 38.88   (W)   HD_HELD1
 DO9641* NAVD 88 ORTHO HEIGHT -   384.071 (meters)     1260.07  (feet) ADJUSTED
 DO9641  ______________________________________________________________________
 DO9641  GEOID HEIGHT    -        -28.741 (meters)                     GEOID18
 DO9641  DYNAMIC HEIGHT  -        384.001 (meters)     1259.84  (feet) COMP
 DO9641  MODELED GRAVITY -    980,427.0   (mgal)                       NAVD 88
 DO9641
 DO9641  VERT ORDER      -  SECOND    CLASS I
 DO9641
 DO9641.The horizontal coordinates were determined by differentially corrected
 DO9641.hand held GPS observations or other comparable positioning techniques
 DO9641.and have an estimated accuracy of +/- 3 meters.
 DO9641
 DO9641.The orthometric height was determined by differential leveling and
 DO9641.adjusted by the NATIONAL GEODETIC SURVEY
 DO9641.in July 2014.
 DO9641
 DO9641.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO9641.GEOID18 height accuracy estimate available here.
 DO9641
 DO9641.Click photographs - Photos may exist for this station.
 DO9641
 DO9641.The dynamic height is computed by dividing the NAVD 88
 DO9641.geopotential number by the normal gravity value computed on the
 DO9641.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO9641.degrees latitude (g = 980.6199 gals.).
 DO9641
 DO9641.The modeled gravity was interpolated from observed gravity values.
 DO9641
 DO9641;                    North         East    Units  Estimated Accuracy
 DO9641;SPC MN S     -   184,991.0     874,287.9     MT  (+/- 3 meters HH1 GPS) 
 DO9641
 DO9641_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVJ9376445345(NAD 83)
 DO9641
 DO9641                          SUPERSEDED SURVEY CONTROL
 DO9641
 DO9641.No superseded survey control is available for this station.
 DO9641
 DO9641_MARKER: F = FLANGE-ENCASED ROD
 DO9641_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DO9641_STAMPING: 2408 N 2013
 DO9641_MARK LOGO: MNDT
 DO9641_PROJECTION: RECESSED 5 CENTIMETERS
 DO9641_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DO9641_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DO9641_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DO9641+SATELLITE: SATELLITE OBSERVATIONS - December 02, 2020
 DO9641_ROD/PIPE-DEPTH: 10.1 meters
 DO9641
 DO9641  HISTORY     - Date     Condition        Report By
 DO9641  HISTORY     - 20130723 MONUMENTED       MNDT
 DO9641  HISTORY     - 20201202 GOOD             MNDT
 DO9641
 DO9641                          STATION DESCRIPTION
 DO9641
 DO9641'DESCRIBED BY MN DEPT OF TRANSP 2013 (CP)
 DO9641'6.35 MILES EAST OF HOLLANDALE, 6.35 MILES EAST ALONG TRUNK HIGHWAY 251
 DO9641'FROM JUNCTION OF TRUNK HIGHWAY 251 AND COUNTY ROAD 28/CENTRAL AVENUE
 DO9641'IN HOLLANDALE, AT TRUNK HIGHWAY 251 MILEPOINT 12.4, 55.8 FEET NORTH OF
 DO9641'TRUNK HIGHWAY 251, 28.7 FEET EAST OF FIELD ENTRANCE, 28.8 FEET
 DO9641'SOUTHWEST OF POWER POLE, 1.5 FEET WEST OF WITNESS POST.
 DO9641
 DO9641                          STATION RECOVERY (2020)
 DO9641
 DO9641'RECOVERY NOTE BY MN DEPT OF TRANSP 2020 (KMS)
 DO9641'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DO9642 ***********************************************************************
 DO9642  DESIGNATION -  2408 P
 DO9642  PID         -  DO9642
 DO9642  STATE/COUNTY-  MN/FREEBORN
 DO9642  COUNTRY     -  US
 DO9642  USGS QUAD   -  BLOOMING PRAIRIE (2019)
 DO9642
 DO9642                         *CURRENT SURVEY CONTROL
 DO9642  ______________________________________________________________________
 DO9642* NAD 83(1986) POSITION- 43 45 38.99   (N) 093 03 49.82   (W)   HD_HELD1
 DO9642* NAVD 88 ORTHO HEIGHT -   390.021 (meters)     1279.59  (feet) ADJUSTED
 DO9642  ______________________________________________________________________
 DO9642  GEOID HEIGHT    -        -28.752 (meters)                     GEOID18
 DO9642  DYNAMIC HEIGHT  -        389.951 (meters)     1279.36  (feet) COMP
 DO9642  MODELED GRAVITY -    980,426.8   (mgal)                       NAVD 88
 DO9642
 DO9642  VERT ORDER      -  SECOND    CLASS I
 DO9642
 DO9642.The horizontal coordinates were determined by differentially corrected
 DO9642.hand held GPS observations or other comparable positioning techniques
 DO9642.and have an estimated accuracy of +/- 3 meters.
 DO9642
 DO9642.The orthometric height was determined by differential leveling and
 DO9642.adjusted by the NATIONAL GEODETIC SURVEY
 DO9642.in July 2014.
 DO9642
 DO9642.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO9642.GEOID18 height accuracy estimate available here.
 DO9642
 DO9642.Click photographs - Photos may exist for this station.
 DO9642
 DO9642.The dynamic height is computed by dividing the NAVD 88
 DO9642.geopotential number by the normal gravity value computed on the
 DO9642.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO9642.degrees latitude (g = 980.6199 gals.).
 DO9642
 DO9642.The modeled gravity was interpolated from observed gravity values.
 DO9642
 DO9642;                    North         East    Units  Estimated Accuracy
 DO9642;SPC MN S     -   184,970.1     875,385.6     MT  (+/- 3 meters HH1 GPS) 
 DO9642
 DO9642_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVJ9486145311(NAD 83)
 DO9642
 DO9642                          SUPERSEDED SURVEY CONTROL
 DO9642
 DO9642.No superseded survey control is available for this station.
 DO9642
 DO9642_MARKER: F = FLANGE-ENCASED ROD
 DO9642_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DO9642_STAMPING: 2408 P 2013
 DO9642_MARK LOGO: MNDT
 DO9642_PROJECTION: RECESSED 5 CENTIMETERS
 DO9642_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DO9642_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DO9642_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DO9642+SATELLITE: SATELLITE OBSERVATIONS - July 23, 2013
 DO9642_ROD/PIPE-DEPTH: 9.1 meters
 DO9642
 DO9642  HISTORY     - Date     Condition        Report By
 DO9642  HISTORY     - 20130723 MONUMENTED       MNDT
 DO9642
 DO9642                          STATION DESCRIPTION
 DO9642
 DO9642'DESCRIBED BY MN DEPT OF TRANSP 2013 (CP)
 DO9642'7.8 MILES EAST OF HOLLANDALE, 7.0 MILES EAST ALONG TRUNK HIGHWAY 251
 DO9642'FROM JUNCTION OF TRUNK HIGHWAY 251 AND COUNTY ROAD 28/CENTRAL AVENUE
 DO9642'IN HOLLANDALE, AT TRUNK HIGHWAY 251 MILEPOINT 13.1, 55.4 FEET SOUTH OF
 DO9642'TRUNK HIGHWAY 251, 49.3 FEET EAST OF FIELD ENTRANCE, 1.5 WEST OF
 DO9642'WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 OO0569 ***********************************************************************
 OO0569  DESIGNATION -  2480 1
 OO0569  PID         -  OO0569
 OO0569  STATE/COUNTY-  MN/FREEBORN
 OO0569  COUNTRY     -  US
 OO0569  USGS QUAD   -  ELLENDALE (2019)
 OO0569
 OO0569                         *CURRENT SURVEY CONTROL
 OO0569  ______________________________________________________________________
 OO0569* NAD 83(1986) POSITION- 43 45 28.05   (N) 093 19 43.27   (W)   HD_HELD1
 OO0569* NAVD 88 ORTHO HEIGHT -   399.176 (meters)     1309.63  (feet) ADJUSTED
 OO0569  ______________________________________________________________________
 OO0569  GEOID HEIGHT    -        -29.080 (meters)                     GEOID18
 OO0569  DYNAMIC HEIGHT  -        399.087 (meters)     1309.34  (feet) COMP
 OO0569  MODELED GRAVITY -    980,385.2   (mgal)                       NAVD 88
 OO0569
 OO0569  VERT ORDER      -  SECOND    CLASS 0
 OO0569
 OO0569.The horizontal coordinates were determined by differentially corrected
 OO0569.hand held GPS observations or other comparable positioning techniques
 OO0569.and have an estimated accuracy of +/- 3 meters.
 OO0569
 OO0569.The orthometric height was determined by differential leveling and
 OO0569.adjusted by the NATIONAL GEODETIC SURVEY
 OO0569.in June 1991.
 OO0569
 OO0569.Significant digits in the geoid height do not necessarily reflect accuracy.
 OO0569.GEOID18 height accuracy estimate available here.
 OO0569
 OO0569.Click photographs - Photos may exist for this station.
 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     -   184,422.8     854,061.8     MT  (+/- 3 meters HH1 GPS) 
 OO0569
 OO0569_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVJ7354045024(NAD 83)
 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
 OO0569.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OO0569.See file dsdata.pdf to determine how the superseded data were derived.
 OO0569
 OO0569_MARKER: X = CHISELED CROSS
 OO0569_SETTING: 30 = SET IN A LIGHT STRUCTURE
 OO0569_SP_SET: SIGN BASE
 OO0569_MARK LOGO: MNDT
 OO0569_MAGNETIC: N = NO MAGNETIC MATERIAL
 OO0569_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OO0569_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 OO0569+SATELLITE: SATELLITE OBSERVATIONS - June 18, 2013
 OO0569
 OO0569  HISTORY     - Date     Condition        Report By
 OO0569  HISTORY     - 19690401 MONUMENTED       MNHD
 OO0569  HISTORY     - 20130618 GOOD             MNDT
 OO0569
 OO0569                          STATION DESCRIPTION
 OO0569
 OO0569'DESCRIBED BY MN HIGHWAY DEPT 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,
 OO0569'T104N, R21W.
 OO0569
 OO0569                          STATION RECOVERY (2013)
 OO0569
 OO0569'RECOVERY NOTE BY MN DEPT OF TRANSP 2013 (MAS)
 OO0569'0.3 MI (0.5 KM) SOUTH OF CLARKS GROVE, 0.5 MI (0.8 KM) SOUTHWEST ALONG
 OO0569'COUNTY ROAD 45  FROM THE JUNCTION OF COUNTY ROAD 45, COUNTY ROAD 31
 OO0569'AND TRUNK HIGHWAY 251 IN CLARKS GROVE, ON WEST BASE OF MOBIL SIGN AT
 OO0569'MOBIL GAS STATION, 53.5 FT (16.3 M) SOUTHWEST OF COUNTY ROAD 45, 15.0
 OO0569'FT (4.6 M) NORTHEAST OF SOUTH ENTRANCE TO AUTO VALUE STORE (NUMBER
 OO0569'27790).
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 OO0514 ***********************************************************************
 OO0514  DESIGNATION -  2480 AA
 OO0514  PID         -  OO0514
 OO0514  STATE/COUNTY-  MN/FREEBORN
 OO0514  COUNTRY     -  US
 OO0514  USGS QUAD   -  ALBERT LEA EAST (2019)
 OO0514
 OO0514                         *CURRENT SURVEY CONTROL
 OO0514  ______________________________________________________________________
 OO0514* NAD 83(1986) POSITION- 43 40 08.27   (N) 093 19 23.02   (W)   HD_HELD1
 OO0514* NAVD 88 ORTHO HEIGHT -   395.260 (meters)     1296.78  (feet) ADJUSTED
 OO0514  ______________________________________________________________________
 OO0514  GEOID HEIGHT    -        -29.175 (meters)                     GEOID18
 OO0514  DYNAMIC HEIGHT  -        395.167 (meters)     1296.48  (feet) COMP
 OO0514  MODELED GRAVITY -    980,372.0   (mgal)                       NAVD 88
 OO0514
 OO0514  VERT ORDER      -  SECOND    CLASS I
 OO0514
 OO0514.The horizontal coordinates were determined by differentially corrected
 OO0514.hand held GPS observations or other comparable positioning techniques
 OO0514.and have an estimated accuracy of +/- 3 meters.
 OO0514
 OO0514.The orthometric height was determined by differential leveling and
 OO0514.adjusted by the NATIONAL GEODETIC SURVEY
 OO0514.in May 2019.
 OO0514
 OO0514.Significant digits in the geoid height do not necessarily reflect accuracy.
 OO0514.GEOID18 height accuracy estimate available here.
 OO0514
 OO0514.Click photographs - Photos may exist for this station.
 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     -   174,557.3     854,596.5     MT  (+/- 3 meters HH1 GPS) 
 OO0514
 OO0514_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVJ7395535157(NAD 83)
 OO0514
 OO0514                          SUPERSEDED SURVEY CONTROL
 OO0514
 OO0514  NAVD 88 (06/15/91)  395.258  (m)         1296.78   (f) SUPERSEDED  2 0
 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
 OO0514.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OO0514.See file dsdata.pdf to determine how the superseded data were derived.
 OO0514
 OO0514_MARKER: DB = BENCH MARK DISK
 OO0514_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 OO0514_SP_SET: BRIDGE ABUTMENT
 OO0514_STAMPING: 2480 AA 1969
 OO0514_MARK LOGO: MNHD
 OO0514_MAGNETIC: N = NO MAGNETIC MATERIAL
 OO0514_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OO0514_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 OO0514+SATELLITE: SATELLITE OBSERVATIONS - July 27, 2016
 OO0514
 OO0514  HISTORY     - Date     Condition        Report By
 OO0514  HISTORY     - 19690401 MONUMENTED       MNHD
 OO0514  HISTORY     - 1973     GOOD             MNDT
 OO0514  HISTORY     - 1980     GOOD             MNDT
 OO0514  HISTORY     - 20130625 GOOD             MNDT
 OO0514  HISTORY     - 20160727 GOOD             MNDT
 OO0514
 OO0514                          STATION DESCRIPTION
 OO0514
 OO0514'DESCRIBED BY MN HIGHWAY DEPT 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.
 OO0514
 OO0514                          STATION RECOVERY (2013)
 OO0514
 OO0514'RECOVERY NOTE BY MN DEPT OF TRANSP 2013 (KMS)
 OO0514'2.8 MI (4.5 KM) NORTHEAST OF ALBERT LEA, IN BRIDGE ABUTMENT IN
 OO0514'SOUTHEAST CORNER OF NORTHBOUND I-35 BRIDGE NUMBER 24842 OVER ENTRANCE
 OO0514'RAMP TO NORTHBOUND I-35, 1.05 MI (1.7 KM) SOUTH ALONG I-35  FROM THE
 OO0514'JUNCTION OF I-35 AND I-90 IN ALBERT LEA, AT I-35 MILE POINT 12.2, 2.25
 OO0514'FT (0.7 M) EAST OF NORTHBOUND I-35.
 OO0514
 OO0514                          STATION RECOVERY (2016)
 OO0514
 OO0514'RECOVERY NOTE BY MN DEPT OF TRANSP 2016 (MAS)
 OO0514'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 OO1468 ***********************************************************************
 OO1468  DESIGNATION -  2480 AB
 OO1468  PID         -  OO1468
 OO1468  STATE/COUNTY-  MN/FREEBORN
 OO1468  COUNTRY     -  US
 OO1468  USGS QUAD   -  GLENVILLE (2019)
 OO1468
 OO1468                         *CURRENT SURVEY CONTROL
 OO1468  ______________________________________________________________________
 OO1468* NAD 83(1986) POSITION- 43 30 32.59   (N) 093 21 21.40   (W)   HD_HELD1
 OO1468* NAVD 88 ORTHO HEIGHT -   372.486 (meters)     1222.06  (feet) ADJUSTED
 OO1468  ______________________________________________________________________
 OO1468  GEOID HEIGHT    -        -29.304 (meters)                     GEOID18
 OO1468  DYNAMIC HEIGHT  -        372.388 (meters)     1221.74  (feet) COMP
 OO1468  MODELED GRAVITY -    980,346.3   (mgal)                       NAVD 88
 OO1468
 OO1468  VERT ORDER      -  SECOND    CLASS I
 OO1468
 OO1468.The horizontal coordinates were determined by differentially corrected
 OO1468.hand held GPS observations or other comparable positioning techniques
 OO1468.and have an estimated accuracy of +/- 3 meters.
 OO1468
 OO1468.The orthometric height was determined by differential leveling and
 OO1468.adjusted by the NATIONAL GEODETIC SURVEY
 OO1468.in June 1991.
 OO1468
 OO1468.Significant digits in the geoid height do not necessarily reflect accuracy.
 OO1468.GEOID18 height accuracy estimate available here.
 OO1468
 OO1468.Click photographs - Photos may exist for this station.
 OO1468
 OO1468.The dynamic height is computed by dividing the NAVD 88
 OO1468.geopotential number by the normal gravity value computed on the
 OO1468.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OO1468.degrees latitude (g = 980.6199 gals.).
 OO1468
 OO1468.The modeled gravity was interpolated from observed gravity values.
 OO1468
 OO1468;                    North         East    Units  Estimated Accuracy
 OO1468;SPC MN S     -   156,768.8     852,084.4     MT  (+/- 3 meters HH1 GPS) 
 OO1468
 OO1468_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVJ7122817408(NAD 83)
 OO1468
 OO1468                          SUPERSEDED SURVEY CONTROL
 OO1468
 OO1468.No superseded survey control is available for this station.
 OO1468
 OO1468_MARKER: DV = VERTICAL CONTROL DISK
 OO1468_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 OO1468_STAMPING: 2480 AB 1980
 OO1468_MARK LOGO: MNHD
 OO1468_PROJECTION: PROJECTING 5 CENTIMETERS
 OO1468_MAGNETIC: I = MARKER IS A STEEL ROD
 OO1468_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OO1468_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 OO1468+SATELLITE: SATELLITE OBSERVATIONS - August 01, 2016
 OO1468
 OO1468  HISTORY     - Date     Condition        Report By
 OO1468  HISTORY     - 1980     MONUMENTED       MNDT
 OO1468  HISTORY     - 20060821 GOOD             MNDT
 OO1468  HISTORY     - 20130625 GOOD             MNDT
 OO1468  HISTORY     - 20160801 GOOD             MNDT
 OO1468
 OO1468                          STATION DESCRIPTION
 OO1468
 OO1468'DESCRIBED BY MN DEPT OF TRANSP 1980
 OO1468'9.8 MI SOUTH FROM ALBERT LEA.
 OO1468'THE MARK IS LOCATED 7.3 MILES SOUTH ALONG INTERSTATE HIGHWAY 35 FROM
 OO1468'ITS JUNCTION WITH TRUNK HIGHWAY 65 NEAR ALBERT LEA AND IS NEAR
 OO1468'HIGHWAY 35 MILE POINT 0.6 IN THE NE 1/4 OF SECTION 33, T101N, R21W.
 OO1468'THE MARK IS 177.8 FEET SOUTHWEST OF THE CENTER OF THE SOUTHBOUND
 OO1468'HIGHWAY 35 STATIONING STENCIL 615, 122.3 FEET WEST OF AND 5 FEET
 OO1468'LOWER THAN THE SOUTHBOUND HIGHWAY 35 CENTERLINE, 1.7 FEET EAST OF THE
 OO1468'SOUTH WOOD BRACE POST ON THE R/W FENCE AND 0.7 FOOT EAST OF A STEEL
 OO1468'WITNESS POST.  THE MARK, A STANDARD MNHD VERTICAL CONTROL MARK DISK
 OO1468'STAMPED---2480 AB 1980---, IS CRIMPED TO THE TOP OF A DRIVEN 5/8 INCH
 OO1468'DIAMETER BY 24 FOOT LONG COPPER-CLAD STEEL ROD THAT PROJECTS 2 INCHES
 OO1468'ABOVE THE GROUND.
 OO1468
 OO1468                          STATION RECOVERY (2006)
 OO1468
 OO1468'RECOVERY NOTE BY MN DEPT OF TRANSP 2006 (MPP)
 OO1468'THE STATION IS LOCATED ABOUT 9.6 MI (15.4 KM) SOUTH OF ALBERT LEA, 6.7
 OO1468'MI (10.8 KM) EAST OF EMMONS, 5.8 MI (9.3 KM) SOUTHWEST OF GLENVILLE
 OO1468'AND 7.3 MI (11.7 KM) SOUTH OF THE JUNCTION OF INTERSTATE HIGHWAY 35
 OO1468'AND TRUNK HIGHWAY 65, AT INTERSTATE HIGHWAY 35 MILE POINT 0.6, 122.3
 OO1468'FT (37.3 M) WEST OF SOUTHBOUND INTERSTATE HIGHWAY 35, 177.8 FT (54.2
 OO1468'M) SOUTHWEST OF SOUTHBOUND INTERSTATE HIGHWAY 35 STATION 615 STENCIL,
 OO1468'1.7 FT (0.5 M) EAST OF SOUTH WOOD BRACE POST ON RIGHT OF WAY FENCE,
 OO1468'0.7 FT (0.2 M) EAST OF A WITNESS POST.
 OO1468
 OO1468                          STATION RECOVERY (2013)
 OO1468
 OO1468'RECOVERY NOTE BY MN DEPT OF TRANSP 2013 (KMS)
 OO1468'RECOVERED AS DESCRIBED.
 OO1468
 OO1468                          STATION RECOVERY (2016)
 OO1468
 OO1468'RECOVERY NOTE BY MN DEPT OF TRANSP 2016 (MAS)
 OO1468'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 OO1464 ***********************************************************************
 OO1464  DESIGNATION -  2480 AC
 OO1464  PID         -  OO1464
 OO1464  STATE/COUNTY-  MN/FREEBORN
 OO1464  COUNTRY     -  US
 OO1464  USGS QUAD   -  GLENVILLE (2019)
 OO1464
 OO1464                         *CURRENT SURVEY CONTROL
 OO1464  ______________________________________________________________________
 OO1464* NAD 83(1986) POSITION- 43 33 22.61   (N) 093 21 31.59   (W)   HD_HELD1
 OO1464* NAVD 88 ORTHO HEIGHT -   377.927 (meters)     1239.92  (feet) ADJUSTED
 OO1464  ______________________________________________________________________
 OO1464  GEOID HEIGHT    -        -29.310 (meters)                     GEOID18
 OO1464  DYNAMIC HEIGHT  -        377.830 (meters)     1239.60  (feet) COMP
 OO1464  MODELED GRAVITY -    980,351.0   (mgal)                       NAVD 88
 OO1464
 OO1464  VERT ORDER      -  SECOND    CLASS I
 OO1464
 OO1464.The horizontal coordinates were determined by differentially corrected
 OO1464.hand held GPS observations or other comparable positioning techniques
 OO1464.and have an estimated accuracy of +/- 3 meters.
 OO1464
 OO1464.The orthometric height was determined by differential leveling and
 OO1464.adjusted by the NATIONAL GEODETIC SURVEY
 OO1464.in May 2019.
 OO1464
 OO1464.Significant digits in the geoid height do not necessarily reflect accuracy.
 OO1464.GEOID18 height accuracy estimate available here.
 OO1464
 OO1464.Click photographs - Photos may exist for this station.
 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     -   162,014.3     851,814.4     MT  (+/- 3 meters HH1 GPS) 
 OO1464
 OO1464_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVJ7102222654(NAD 83)
 OO1464
 OO1464                          SUPERSEDED SURVEY CONTROL
 OO1464
 OO1464  NAVD 88 (06/15/91)  377.938  (m)         1239.95   (f) SUPERSEDED  2 1
 OO1464
 OO1464.Superseded values are not recommended for survey control.
 OO1464
 OO1464.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OO1464.See file dsdata.pdf to determine how the superseded data were derived.
 OO1464
 OO1464_MARKER: DV = VERTICAL CONTROL DISK
 OO1464_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 OO1464+WITH SETTING: PAVEMENT
 OO1464_SP_SET: SIGN BASE
 OO1464_STAMPING: 2480 AC 1980
 OO1464_MARK LOGO: MNHD
 OO1464_MAGNETIC: N = NO MAGNETIC MATERIAL
 OO1464_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OO1464+STABILITY: SURFACE MOTION
 OO1464_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 OO1464+SATELLITE: SATELLITE OBSERVATIONS - July 28, 2016
 OO1464
 OO1464  HISTORY     - Date     Condition        Report By
 OO1464  HISTORY     - 1980     MONUMENTED       MNDT
 OO1464  HISTORY     - 20160728 GOOD             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.
 OO1464
 OO1464                          STATION RECOVERY (2016)
 OO1464
 OO1464'RECOVERY NOTE BY MN DEPT OF TRANSP 2016 (MAS)
 OO1464'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 OO1466 ***********************************************************************
 OO1466  DESIGNATION -  2480 AD
 OO1466  PID         -  OO1466
 OO1466  STATE/COUNTY-  MN/FREEBORN
 OO1466  COUNTRY     -  US
 OO1466  USGS QUAD   -  GLENVILLE (2019)
 OO1466
 OO1466                         *CURRENT SURVEY CONTROL
 OO1466  ______________________________________________________________________
 OO1466* NAD 83(1986) POSITION- 43 33 49.44   (N) 093 21 34.98   (W)   HD_HELD1
 OO1466* NAVD 88 ORTHO HEIGHT -   380.742 (meters)     1249.15  (feet) ADJUSTED
 OO1466  ______________________________________________________________________
 OO1466  GEOID HEIGHT    -        -29.311 (meters)                     GEOID18
 OO1466  DYNAMIC HEIGHT  -        380.644 (meters)     1248.83  (feet) COMP
 OO1466  MODELED GRAVITY -    980,351.8   (mgal)                       NAVD 88
 OO1466
 OO1466  VERT ORDER      -  SECOND    CLASS I
 OO1466
 OO1466.The horizontal coordinates were determined by differentially corrected
 OO1466.hand held GPS observations or other comparable positioning techniques
 OO1466.and have an estimated accuracy of +/- 3 meters.
 OO1466
 OO1466.The orthometric height was determined by differential leveling and
 OO1466.adjusted by the NATIONAL GEODETIC SURVEY
 OO1466.in May 2019.
 OO1466
 OO1466.Significant digits in the geoid height do not necessarily reflect accuracy.
 OO1466.GEOID18 height accuracy estimate available here.
 OO1466
 OO1466.Click photographs - Photos may exist for this station.
 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     -   162,841.8     851,731.8     MT  (+/- 3 meters HH1 GPS) 
 OO1466
 OO1466_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVJ7094923482(NAD 83)
 OO1466
 OO1466                          SUPERSEDED SURVEY CONTROL
 OO1466
 OO1466  NAVD 88 (06/15/91)  380.735  (m)         1249.13   (f) SUPERSEDED  2 1
 OO1466
 OO1466.Superseded values are not recommended for survey control.
 OO1466
 OO1466.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OO1466.See file dsdata.pdf to determine how the superseded data were derived.
 OO1466
 OO1466_MARKER: DV = VERTICAL CONTROL DISK
 OO1466_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 OO1466_STAMPING: 2480 AD 1980
 OO1466_MARK LOGO: MNHD
 OO1466_PROJECTION: FLUSH
 OO1466_MAGNETIC: I = MARKER IS A STEEL ROD
 OO1466_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OO1466_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OO1466+SATELLITE: SATELLITE OBSERVATIONS - July 28, 2016
 OO1466
 OO1466  HISTORY     - Date     Condition        Report By
 OO1466  HISTORY     - 1980     MONUMENTED       MNDT
 OO1466  HISTORY     - 20160728 GOOD             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.
 OO1466
 OO1466                          STATION RECOVERY (2016)
 OO1466
 OO1466'RECOVERY NOTE BY MN DEPT OF TRANSP 2016 (MAS)
 OO1466'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 OO1441 ***********************************************************************
 OO1441  DESIGNATION -  2480 AF
 OO1441  PID         -  OO1441
 OO1441  STATE/COUNTY-  MN/FREEBORN
 OO1441  COUNTRY     -  US
 OO1441  USGS QUAD   -  GLENVILLE (2019)
 OO1441
 OO1441                         *CURRENT SURVEY CONTROL
 OO1441  ______________________________________________________________________
 OO1441* NAD 83(1986) POSITION- 43 35 18.13   (N) 093 21 25.55   (W)   HD_HELD1
 OO1441* NAVD 88 ORTHO HEIGHT -   376.366 (meters)     1234.79  (feet) ADJUSTED
 OO1441  ______________________________________________________________________
 OO1441  GEOID HEIGHT    -        -29.298 (meters)                     GEOID18
 OO1441  DYNAMIC HEIGHT  -        376.271 (meters)     1234.48  (feet) COMP
 OO1441  MODELED GRAVITY -    980,355.4   (mgal)                       NAVD 88
 OO1441
 OO1441  VERT ORDER      -  SECOND    CLASS I
 OO1441
 OO1441.The horizontal coordinates were determined by differentially corrected
 OO1441.hand held GPS observations or other comparable positioning techniques
 OO1441.and have an estimated accuracy of +/- 3 meters.
 OO1441
 OO1441.The orthometric height was determined by differential leveling and
 OO1441.adjusted by the NATIONAL GEODETIC SURVEY
 OO1441.in May 2019.
 OO1441
 OO1441.Significant digits in the geoid height do not necessarily reflect accuracy.
 OO1441.GEOID18 height accuracy estimate available here.
 OO1441
 OO1441.Click photographs - Photos may exist for this station.
 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     -   165,580.7     851,921.9     MT  (+/- 3 meters HH1 GPS) 
 OO1441
 OO1441_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVJ7117226217(NAD 83)
 OO1441
 OO1441                          SUPERSEDED SURVEY CONTROL
 OO1441
 OO1441  NAVD 88 (06/15/91)  376.324  (m)         1234.66   (f) SUPERSEDED  2 1
 OO1441
 OO1441.Superseded values are not recommended for survey control.
 OO1441
 OO1441.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OO1441.See file dsdata.pdf to determine how the superseded data were derived.
 OO1441
 OO1441_MARKER: DV = VERTICAL CONTROL DISK
 OO1441_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 OO1441+WITH SETTING: PAVEMENT
 OO1441_SP_SET: SIGN BASE
 OO1441_STAMPING: 2480 AF 1980
 OO1441_MARK LOGO: MNHD
 OO1441_MAGNETIC: N = NO MAGNETIC MATERIAL
 OO1441_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OO1441+STABILITY: SURFACE MOTION
 OO1441_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 OO1441+SATELLITE: SATELLITE OBSERVATIONS - July 27, 2016
 OO1441
 OO1441  HISTORY     - Date     Condition        Report By
 OO1441  HISTORY     - 1980     MONUMENTED       MNDT
 OO1441  HISTORY     - 20160727 GOOD             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.
 OO1441
 OO1441                          STATION RECOVERY (2016)
 OO1441
 OO1441'RECOVERY NOTE BY MN DEPT OF TRANSP 2016 (MAS)
 OO1441'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 OO1440 ***********************************************************************
 OO1440  DESIGNATION -  2480 AG
 OO1440  PID         -  OO1440
 OO1440  STATE/COUNTY-  MN/FREEBORN
 OO1440  COUNTRY     -  US
 OO1440  USGS QUAD   -  GLENVILLE (2019)
 OO1440
 OO1440                         *CURRENT SURVEY CONTROL
 OO1440  ______________________________________________________________________
 OO1440* NAD 83(1986) POSITION- 43 35 50.72   (N) 093 21 07.72   (W)   HD_HELD1
 OO1440* NAVD 88 ORTHO HEIGHT -   370.565 (meters)     1215.76  (feet) ADJUSTED
 OO1440  ______________________________________________________________________
 OO1440  GEOID HEIGHT    -        -29.285 (meters)                     GEOID18
 OO1440  DYNAMIC HEIGHT  -        370.472 (meters)     1215.46  (feet) COMP
 OO1440  MODELED GRAVITY -    980,357.4   (mgal)                       NAVD 88
 OO1440
 OO1440  VERT ORDER      -  SECOND    CLASS I
 OO1440
 OO1440.The horizontal coordinates were determined by differentially corrected
 OO1440.hand held GPS observations or other comparable positioning techniques
 OO1440.and have an estimated accuracy of +/- 3 meters.
 OO1440
 OO1440.The orthometric height was determined by differential leveling and
 OO1440.adjusted by the NATIONAL GEODETIC SURVEY
 OO1440.in May 2019.
 OO1440
 OO1440.Significant digits in the geoid height do not necessarily reflect accuracy.
 OO1440.GEOID18 height accuracy estimate available here.
 OO1440
 OO1440.Click photographs - Photos may exist for this station.
 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     -   166,589.7     852,313.9     MT  (+/- 3 meters HH1 GPS) 
 OO1440
 OO1440_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVJ7157627221(NAD 83)
 OO1440
 OO1440                          SUPERSEDED SURVEY CONTROL
 OO1440
 OO1440  NAVD 88 (06/15/91)  370.580  (m)         1215.81   (f) SUPERSEDED  2 1
 OO1440
 OO1440.Superseded values are not recommended for survey control.
 OO1440
 OO1440.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OO1440.See file dsdata.pdf to determine how the superseded data were derived.
 OO1440
 OO1440_MARKER: DV = VERTICAL CONTROL DISK
 OO1440_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 OO1440_STAMPING: 2480 AG 1980
 OO1440_MARK LOGO: MNHD
 OO1440_PROJECTION: PROJECTING 46 CENTIMETERS
 OO1440_MAGNETIC: I = MARKER IS A STEEL ROD
 OO1440_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OO1440_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 OO1440+SATELLITE: SATELLITE OBSERVATIONS - July 27, 2016
 OO1440
 OO1440  HISTORY     - Date     Condition        Report By
 OO1440  HISTORY     - 19800520 MONUMENTED       MNHD
 OO1440  HISTORY     - 20160727 GOOD             MNDT
 OO1440
 OO1440                          STATION DESCRIPTION
 OO1440
 OO1440'DESCRIBED BY MN HIGHWAY DEPT 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.
 OO1440
 OO1440                          STATION RECOVERY (2016)
 OO1440
 OO1440'RECOVERY NOTE BY MN DEPT OF TRANSP 2016 (MA)
 OO1440'THE MARK IS LOCATED ABOUT 3.8 MI (6.1 KM) SOUTH-SOUTHEAST OF ALBERT
 OO1440'LEA.
 OO1440'
 OO1440'TO REACH THE MARK GO 1.1 MI (1.8 KM) SOUTH ALONG INTERSTATE HIGHWAY 35
 OO1440'FROM THE JUNCTION OF INTERSTATE HIGHWAY 35 AND TRUNK HIGHWAY 65
 OO1440'(JUNCTION IS 3.0 MI (4.8 KM) SOUTHEAST OF ALBERT LEA), AT INTERSTATE
 OO1440'HIGHWAY 35 MILE POINT 6.85.
 OO1440'
 OO1440'THE MARK IS LOCATED 121.8 FT (37.1 M) EAST OF NORTHBOUND INTERSTATE
 OO1440'HIGHWAY 35, 157 FT (47.9 M) NORTHEAST OF STATION 940 STENCIL, 123 FT
 OO1440'(37.5 M) NORTHEAST OF SOUTHEAST END OF CONCRETE CULVERT, 1.3 FT (0.4
 OO1440'M) NORTHWEST OF A FENCE CORNER POST, 0.6 FT (18 CM) WEST OF A WITNESS
 OO1440'POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 OO1433 ***********************************************************************
 OO1433  DESIGNATION -  2480 AK
 OO1433  PID         -  OO1433
 OO1433  STATE/COUNTY-  MN/FREEBORN
 OO1433  COUNTRY     -  US
 OO1433  USGS QUAD   -  ALBERT LEA EAST (2019)
 OO1433
 OO1433                         *CURRENT SURVEY CONTROL
 OO1433  ______________________________________________________________________
 OO1433* NAD 83(1986) POSITION- 43 37 45.26   (N) 093 19 40.80   (W)   HD_HELD1
 OO1433* NAVD 88 ORTHO HEIGHT -   373.095 (meters)     1224.06  (feet) ADJUSTED
 OO1433  ______________________________________________________________________
 OO1433  GEOID HEIGHT    -        -29.217 (meters)                     GEOID18
 OO1433  DYNAMIC HEIGHT  -        373.004 (meters)     1223.76  (feet) COMP
 OO1433  MODELED GRAVITY -    980,366.4   (mgal)                       NAVD 88
 OO1433
 OO1433  VERT ORDER      -  SECOND    CLASS I
 OO1433
 OO1433.The horizontal coordinates were determined by differentially corrected
 OO1433.hand held GPS observations or other comparable positioning techniques
 OO1433.and have an estimated accuracy of +/- 3 meters.
 OO1433
 OO1433.The orthometric height was determined by differential leveling and
 OO1433.adjusted by the NATIONAL GEODETIC SURVEY
 OO1433.in May 2019.
 OO1433
 OO1433.Significant digits in the geoid height do not necessarily reflect accuracy.
 OO1433.GEOID18 height accuracy estimate available here.
 OO1433
 OO1433.Click photographs - Photos may exist for this station.
 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     -   170,140.4     854,234.5     MT  (+/- 3 meters HH1 GPS) 
 OO1433
 OO1433_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVJ7353930746(NAD 83)
 OO1433
 OO1433                          SUPERSEDED SURVEY CONTROL
 OO1433
 OO1433  NAVD 88 (06/15/91)  373.088  (m)         1224.04   (f) SUPERSEDED  2 1
 OO1433
 OO1433.Superseded values are not recommended for survey control.
 OO1433
 OO1433.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OO1433.See file dsdata.pdf to determine how the superseded data were derived.
 OO1433
 OO1433_MARKER: DV = VERTICAL CONTROL 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: MNHD
 OO1433_MAGNETIC: N = NO MAGNETIC MATERIAL
 OO1433_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OO1433_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 OO1433+SATELLITE: SATELLITE OBSERVATIONS - July 27, 2016
 OO1433
 OO1433  HISTORY     - Date     Condition        Report By
 OO1433  HISTORY     - 1980     MONUMENTED       MNDT
 OO1433  HISTORY     - 20160727 GOOD             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.
 OO1433
 OO1433                          STATION RECOVERY (2016)
 OO1433
 OO1433'RECOVERY NOTE BY MN DEPT OF TRANSP 2016 (MAS)
 OO1433'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 OO1432 ***********************************************************************
 OO1432  DESIGNATION -  2480 AL
 OO1432  PID         -  OO1432
 OO1432  STATE/COUNTY-  MN/FREEBORN
 OO1432  COUNTRY     -  US
 OO1432  USGS QUAD   -  ALBERT LEA EAST (2019)
 OO1432
 OO1432                         *CURRENT SURVEY CONTROL
 OO1432  ______________________________________________________________________
 OO1432* NAD 83(1986) POSITION- 43 38 09.46   (N) 093 19 25.29   (W)   HD_HELD1
 OO1432* NAVD 88 ORTHO HEIGHT -   382.046 (meters)     1253.43  (feet) ADJUSTED
 OO1432  ______________________________________________________________________
 OO1432  GEOID HEIGHT    -        -29.203 (meters)                     GEOID18
 OO1432  DYNAMIC HEIGHT  -        381.954 (meters)     1253.13  (feet) COMP
 OO1432  MODELED GRAVITY -    980,367.7   (mgal)                       NAVD 88
 OO1432
 OO1432  VERT ORDER      -  SECOND    CLASS I
 OO1432
 OO1432.The horizontal coordinates were determined by differentially corrected
 OO1432.hand held GPS observations or other comparable positioning techniques
 OO1432.and have an estimated accuracy of +/- 3 meters.
 OO1432
 OO1432.The orthometric height was determined by differential leveling and
 OO1432.adjusted by the NATIONAL GEODETIC SURVEY
 OO1432.in May 2019.
 OO1432
 OO1432.Significant digits in the geoid height do not necessarily reflect accuracy.
 OO1432.GEOID18 height accuracy estimate available here.
 OO1432
 OO1432.Click photographs - Photos may exist for this station.
 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     -   170,890.1     854,576.0     MT  (+/- 3 meters HH1 GPS) 
 OO1432
 OO1432_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVJ7389031492(NAD 83)
 OO1432
 OO1432                          SUPERSEDED SURVEY CONTROL
 OO1432
 OO1432  NAVD 88 (06/15/91)  382.032  (m)         1253.38   (f) SUPERSEDED  2 1
 OO1432
 OO1432.Superseded values are not recommended for survey control.
 OO1432
 OO1432.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OO1432.See file dsdata.pdf to determine how the superseded data were derived.
 OO1432
 OO1432_MARKER: DV = VERTICAL CONTROL 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: MNHD
 OO1432_PROJECTION: FLUSH
 OO1432_MAGNETIC: N = NO MAGNETIC MATERIAL
 OO1432_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OO1432+STABILITY: SURFACE MOTION
 OO1432_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 OO1432+SATELLITE: SATELLITE OBSERVATIONS - July 27, 2016
 OO1432
 OO1432  HISTORY     - Date     Condition        Report By
 OO1432  HISTORY     - 1980     MONUMENTED       MNDT
 OO1432  HISTORY     - 20160727 GOOD             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.
 OO1432
 OO1432                          STATION RECOVERY (2016)
 OO1432
 OO1432'RECOVERY NOTE BY MN DEPT OF TRANSP 2016 (MAS)
 OO1432'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 OO1431 ***********************************************************************
 OO1431  DESIGNATION -  2480 AM
 OO1431  PID         -  OO1431
 OO1431  STATE/COUNTY-  MN/FREEBORN
 OO1431  COUNTRY     -  US
 OO1431  USGS QUAD   -  ALBERT LEA EAST (2019)
 OO1431
 OO1431                         *CURRENT SURVEY CONTROL
 OO1431  ______________________________________________________________________
 OO1431* NAD 83(1986) POSITION- 43 38 29.95   (N) 093 19 22.44   (W)   HD_HELD1
 OO1431* NAVD 88 ORTHO HEIGHT -   381.095 (meters)     1250.31  (feet) ADJUSTED
 OO1431  ______________________________________________________________________
 OO1431  GEOID HEIGHT    -        -29.197 (meters)                     GEOID18
 OO1431  DYNAMIC HEIGHT  -        381.004 (meters)     1250.01  (feet) COMP
 OO1431  MODELED GRAVITY -    980,368.4   (mgal)                       NAVD 88
 OO1431
 OO1431  VERT ORDER      -  SECOND    CLASS I
 OO1431
 OO1431.The horizontal coordinates were determined by differentially corrected
 OO1431.hand held GPS observations or other comparable positioning techniques
 OO1431.and have an estimated accuracy of +/- 3 meters.
 OO1431
 OO1431.The orthometric height was determined by differential leveling and
 OO1431.adjusted by the NATIONAL GEODETIC SURVEY
 OO1431.in May 2019.
 OO1431
 OO1431.Significant digits in the geoid height do not necessarily reflect accuracy.
 OO1431.GEOID18 height accuracy estimate available here.
 OO1431
 OO1431.Click photographs - Photos may exist for this station.
 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     -   171,523.0     854,634.6     MT  (+/- 3 meters HH1 GPS) 
 OO1431
 OO1431_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVJ7395632123(NAD 83)
 OO1431
 OO1431                          SUPERSEDED SURVEY CONTROL
 OO1431
 OO1431  NAVD 88 (06/15/91)  381.074  (m)         1250.24   (f) SUPERSEDED  2 1
 OO1431
 OO1431.Superseded values are not recommended for survey control.
 OO1431
 OO1431.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OO1431.See file dsdata.pdf to determine how the superseded data were derived.
 OO1431
 OO1431_MARKER: DV = VERTICAL CONTROL 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: MNHD
 OO1431_PROJECTION: FLUSH
 OO1431_MAGNETIC: N = NO MAGNETIC MATERIAL
 OO1431_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OO1431+STABILITY: SURFACE MOTION
 OO1431_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 OO1431+SATELLITE: SATELLITE OBSERVATIONS - July 27, 2016
 OO1431
 OO1431  HISTORY     - Date     Condition        Report By
 OO1431  HISTORY     - 1980     MONUMENTED       MNDT
 OO1431  HISTORY     - 20160727 GOOD             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.
 OO1431
 OO1431                          STATION RECOVERY (2016)
 OO1431
 OO1431'RECOVERY NOTE BY MN DEPT OF TRANSP 2016 (MAS)
 OO1431'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DP5779 ***********************************************************************
 DP5779  DESIGNATION -  2480 AN
 DP5779  PID         -  DP5779
 DP5779  STATE/COUNTY-  MN/FREEBORN
 DP5779  COUNTRY     -  US
 DP5779  USGS QUAD   -  ELLENDALE (2019)
 DP5779
 DP5779                         *CURRENT SURVEY CONTROL
 DP5779  ______________________________________________________________________
 DP5779* NAD 83(2011) POSITION- 43 50 48.06553(N) 093 17 09.06735(W)   ADJUSTED
 DP5779* NAD 83(2011) ELLIP HT-   366.220 (meters)        (11/18/14)   ADJUSTED
 DP5779* NAD 83(2011) EPOCH   -  2010.00
 DP5779* NAVD 88 ORTHO HEIGHT -   395.093 (meters)     1296.23  (feet) ADJUSTED
 DP5779  ______________________________________________________________________
 DP5779  GEOID HEIGHT    -        -28.860 (meters)                     GEOID18
 DP5779  NAD 83(2011) X  -   -264,093.708 (meters)                     COMP
 DP5779  NAD 83(2011) Y  - -4,599,982.717 (meters)                     COMP
 DP5779  NAD 83(2011) Z  -  4,396,075.563 (meters)                     COMP
 DP5779  LAPLACE CORR    -          3.21  (seconds)                    DEFLEC18
 DP5779  DYNAMIC HEIGHT  -        395.015 (meters)     1295.98  (feet) COMP
 DP5779  MODELED GRAVITY -    980,408.6   (mgal)                       NAVD 88
 DP5779
 DP5779  VERT ORDER      -  SECOND    CLASS I
 DP5779
 DP5779  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DP5779  Standards:
 DP5779         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DP5779            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DP5779  -------------------------------------------------------------------
 DP5779  NETWORK    1.19   2.80           0.51   0.46   1.43      0.13218284
 DP5779  -------------------------------------------------------------------
 DP5779  Click here for local accuracies and other accuracy information.
 DP5779
 DP5779.The horizontal coordinates were established by GPS observations
 DP5779.and adjusted by the MN DEPT OF TRANSP in November 2014.
 DP5779
 DP5779.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DP5779.been affixed to the stable North American tectonic plate. See 
 DP5779.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DP5779
 DP5779.The horizontal coordinates are valid at the epoch date displayed above
 DP5779.which is a decimal equivalence of Year/Month/Day.
 DP5779
 DP5779.The orthometric height was determined by differential leveling and
 DP5779.adjusted by the NATIONAL GEODETIC SURVEY
 DP5779.in June 2015.
 DP5779
 DP5779.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP5779.GEOID18 height accuracy estimate available here.
 DP5779
 DP5779.Click photographs - Photos may exist for this station.
 DP5779
 DP5779.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DP5779
 DP5779.The Laplace correction was computed from DEFLEC18 derived deflections.
 DP5779
 DP5779.The ellipsoidal height was determined by GPS observations
 DP5779.and is referenced to NAD 83.
 DP5779
 DP5779.The dynamic height is computed by dividing the NAVD 88
 DP5779.geopotential number by the normal gravity value computed on the
 DP5779.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP5779.degrees latitude (g = 980.6199 gals.).
 DP5779
 DP5779.The modeled gravity was interpolated from observed gravity values.
 DP5779
 DP5779. The following values were computed from the NAD 83(2011) position.
 DP5779
 DP5779;                    North         East     Units Scale Factor Converg.
 DP5779;SPC MN S     -   194,328.376   857,424.895   MT  0.99998687   +0 30 02.0
 DP5779;SPC MN S     -   637,559.01  2,813,068.18   sFT  0.99998687   +0 30 02.0
 DP5779;UTM  15      - 4,854,884.401   477,023.130   MT  0.99960649   -0 11 52.9
 DP5779
 DP5779!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DP5779!SPC MN S     -   0.99994258  x   0.99998687  =   0.99992945
 DP5779!UTM  15      -   0.99994258  x   0.99960649  =   0.99954909
 DP5779
 DP5779_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVJ7702354884(NAD 83)
 DP5779
 DP5779                          SUPERSEDED SURVEY CONTROL
 DP5779
 DP5779  NAVD 88             395.09   (m)         1296.2    (f) LEVELING    3  
 DP5779
 DP5779.Superseded values are not recommended for survey control.
 DP5779
 DP5779.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DP5779.See file dsdata.pdf to determine how the superseded data were derived.
 DP5779
 DP5779_MARKER: I = METAL ROD
 DP5779_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DP5779_STAMPING: 2480 AN 2013
 DP5779_MARK LOGO: MNDT
 DP5779_PROJECTION: RECESSED 8 CENTIMETERS
 DP5779_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DP5779_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DP5779_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP5779+SATELLITE: SATELLITE OBSERVATIONS - April 25, 2023
 DP5779_ROD/PIPE-DEPTH: 10.4 meters
 DP5779
 DP5779  HISTORY     - Date     Condition        Report By
 DP5779  HISTORY     - 20130723 MONUMENTED       MNDT
 DP5779  HISTORY     - 20130618 GOOD             MNDT
 DP5779  HISTORY     - 20140626 GOOD             MNDT
 DP5779  HISTORY     - 20230425 GOOD             MNDT
 DP5779
 DP5779                          STATION DESCRIPTION
 DP5779
 DP5779'DESCRIBED BY MN DEPT OF TRANSP 2013
 DP5779'1.6 MILES NORTH-NORTHWEST OF GENEVA, 2.0 MILES NORTH ALONG INTERSTATE
 DP5779'HIGHWAY 35 FROM JUNCTION OF INTERSTATE HIGHWAY 35 AND COUNTY ROAD 35
 DP5779'(JUNCTION IS 1 MILE WEST OF GENEVA), AT INTERSTATE HIGHWAY 35
 DP5779'MILEPOINT 24.95, 91.4 FEET EAST-SOUTHEAST OF NORTHBOUND INTERSTATE
 DP5779'HIGHWAY 35, 7.7 FEET WEST-NORTHWEST OF RIGHT OF WAY FENCE, 1.5 FEET
 DP5779'NORTHWEST OF WITNESS POST.
 DP5779
 DP5779                          STATION RECOVERY (2013)
 DP5779
 DP5779'RECOVERY NOTE BY MN DEPT OF TRANSP 2013 (KMS)
 DP5779'RECOVERED IN GOOD CONDITION.  ADD THE STATION IS LOCATED ABOUT 8.0 MI
 DP5779'(12.9 KM) SOUTH OF HOPE, 7.2 MI (11.6 KM) NORTHWEST OF HOLLANDALE AND
 DP5779'2.0 MI (3.2 KM) SOUTH-SOUTHEAST OF ELLENDALE.
 DP5779'
 DP5779'THE STATION STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM
 DP5779'ROD DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION REMOVABLE
 DP5779'DISK SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH
 DP5779'PVC PIPE BACK FILLED WITH WASHED SAND.
 DP5779
 DP5779                          STATION RECOVERY (2014)
 DP5779
 DP5779'RECOVERY NOTE BY MN DEPT OF TRANSP 2014 (TXR)
 DP5779'RECOVERED IN GOOD CONDITION.
 DP5779
 DP5779                          STATION RECOVERY (2023)
 DP5779
 DP5779'RECOVERY NOTE BY MN DEPT OF TRANSP 2023 (KMS)
 DP5779'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DP6252 ***********************************************************************
 DP6252  DESIGNATION -  2480 AP
 DP6252  PID         -  DP6252
 DP6252  STATE/COUNTY-  MN/FREEBORN
 DP6252  COUNTRY     -  US
 DP6252  USGS QUAD   -  ELLENDALE (2019)
 DP6252
 DP6252                         *CURRENT SURVEY CONTROL
 DP6252  ______________________________________________________________________
 DP6252* NAD 83(1986) POSITION- 43 48 17.43   (N) 093 17 30.79   (W)   HD_HELD1
 DP6252* NAVD 88 ORTHO HEIGHT -   384.295 (meters)     1260.81  (feet) ADJUSTED
 DP6252  ______________________________________________________________________
 DP6252  GEOID HEIGHT    -        -28.941 (meters)                     GEOID18
 DP6252  DYNAMIC HEIGHT  -        384.215 (meters)     1260.55  (feet) COMP
 DP6252  MODELED GRAVITY -    980,399.9   (mgal)                       NAVD 88
 DP6252
 DP6252  VERT ORDER      -  SECOND    CLASS I
 DP6252
 DP6252.The horizontal coordinates were determined by differentially corrected
 DP6252.hand held GPS observations or other comparable positioning techniques
 DP6252.and have an estimated accuracy of +/- 3 meters.
 DP6252
 DP6252.The orthometric height was determined by differential leveling and
 DP6252.adjusted by the NATIONAL GEODETIC SURVEY
 DP6252.in June 2015.
 DP6252
 DP6252.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP6252.GEOID18 height accuracy estimate available here.
 DP6252
 DP6252.Click photographs - Photos may exist for this station.
 DP6252
 DP6252.The dynamic height is computed by dividing the NAVD 88
 DP6252.geopotential number by the normal gravity value computed on the
 DP6252.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP6252.degrees latitude (g = 980.6199 gals.).
 DP6252
 DP6252.The modeled gravity was interpolated from observed gravity values.
 DP6252
 DP6252;                    North         East    Units  Estimated Accuracy
 DP6252;SPC MN S     -   189,675.2     856,980.0     MT  (+/- 3 meters HH1 GPS) 
 DP6252
 DP6252_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVJ7652150238(NAD 83)
 DP6252
 DP6252                          SUPERSEDED SURVEY CONTROL
 DP6252
 DP6252.No superseded survey control is available for this station.
 DP6252
 DP6252_MARKER: F = FLANGE-ENCASED ROD
 DP6252_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DP6252_STAMPING: 2480 AP 2013
 DP6252_MARK LOGO: MNDT
 DP6252_PROJECTION: RECESSED 3 CENTIMETERS
 DP6252_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DP6252_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DP6252_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP6252+SATELLITE: SATELLITE OBSERVATIONS - July 23, 2013
 DP6252_ROD/PIPE-DEPTH: 8.8 meters
 DP6252
 DP6252  HISTORY     - Date     Condition        Report By
 DP6252  HISTORY     - 20130723 MONUMENTED       MNDT
 DP6252
 DP6252                          STATION DESCRIPTION
 DP6252
 DP6252'DESCRIBED BY MN DEPT OF TRANSP 2013
 DP6252'THE STATION IS LOCATED ABOUT 9.7 MI (15.6 KM) EAST OF HARTLAND, 5.3 MI
 DP6252'(8.5 KM) NORTHWEST OF HOLLANDALE AND 4.7 MI (7.6 KM) SOUTH OF
 DP6252'ELLENDALE.
 DP6252'
 DP6252'1.7 MILES SOUTHWEST OF GENEVA, 1.0 MI (1.6 KM) SOUTH ALONG INTERSTATE
 DP6252'HIGHWAY 35 FROM THE JUNCTION OF INTERSTATE HIGHWAY 35 AND COUNTY ROAD
 DP6252'35 (JUNCTION IS 1.0 MI (1.6 KM) WEST OF GENEVA), AT INTERSTATE HIGHWAY
 DP6252'35 MILE POINT 22.0.
 DP6252'
 DP6252'IT IS 93.5 FT (28.5 M) SOUTHEAST OF NORTHBOUND INTERSTATE HIGHWAY 35,
 DP6252'5.5 FT (1.7 M) NORTHWEST OF RIGHT-OF-WAY FENCE, 62.7 FT (19.1 M)
 DP6252'SOUTHEAST OF MILEPOST 22, 1.5 FT (0.5 M) NORTHWEST OF A WITNESS POST.
 DP6252'
 DP6252'THE STATION STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM
 DP6252'ROD DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION REMOVABLE
 DP6252'DISK SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH
 DP6252'PVC PIPE BACK FILLED WITH WASHED SAND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DP6253 ***********************************************************************
 DP6253  DESIGNATION -  2480 AQ
 DP6253  PID         -  DP6253
 DP6253  STATE/COUNTY-  MN/FREEBORN
 DP6253  COUNTRY     -  US
 DP6253  USGS QUAD   -  ELLENDALE (2019)
 DP6253
 DP6253                         *CURRENT SURVEY CONTROL
 DP6253  ______________________________________________________________________
 DP6253* NAD 83(1986) POSITION- 43 47 50.27   (N) 093 18 02.83   (W)   HD_HELD1
 DP6253* NAVD 88 ORTHO HEIGHT -   388.015 (meters)     1273.01  (feet) ADJUSTED
 DP6253  ______________________________________________________________________
 DP6253  GEOID HEIGHT    -        -28.968 (meters)                     GEOID18
 DP6253  DYNAMIC HEIGHT  -        387.934 (meters)     1272.75  (feet) COMP
 DP6253  MODELED GRAVITY -    980,396.8   (mgal)                       NAVD 88
 DP6253
 DP6253  VERT ORDER      -  SECOND    CLASS I
 DP6253
 DP6253.The horizontal coordinates were determined by differentially corrected
 DP6253.hand held GPS observations or other comparable positioning techniques
 DP6253.and have an estimated accuracy of +/- 3 meters.
 DP6253
 DP6253.The orthometric height was determined by differential leveling and
 DP6253.adjusted by the NATIONAL GEODETIC SURVEY
 DP6253.in June 2015.
 DP6253
 DP6253.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP6253.GEOID18 height accuracy estimate available here.
 DP6253
 DP6253.Click photographs - Photos may exist for this station.
 DP6253
 DP6253.The dynamic height is computed by dividing the NAVD 88
 DP6253.geopotential number by the normal gravity value computed on the
 DP6253.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP6253.degrees latitude (g = 980.6199 gals.).
 DP6253
 DP6253.The modeled gravity was interpolated from observed gravity values.
 DP6253
 DP6253;                    North         East    Units  Estimated Accuracy
 DP6253;SPC MN S     -   188,830.8     856,271.0     MT  (+/- 3 meters HH1 GPS) 
 DP6253
 DP6253_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVJ7580249403(NAD 83)
 DP6253
 DP6253                          SUPERSEDED SURVEY CONTROL
 DP6253
 DP6253.No superseded survey control is available for this station.
 DP6253
 DP6253_MARKER: F = FLANGE-ENCASED ROD
 DP6253_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DP6253_STAMPING: 2480 AQ 2013
 DP6253_MARK LOGO: MNDT
 DP6253_PROJECTION: FLUSH
 DP6253_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DP6253_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DP6253_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP6253+SATELLITE: SATELLITE OBSERVATIONS - December 01, 2020
 DP6253_ROD/PIPE-DEPTH: 7.0 meters
 DP6253
 DP6253  HISTORY     - Date     Condition        Report By
 DP6253  HISTORY     - 20130723 MONUMENTED       MNDT
 DP6253  HISTORY     - 20160804 GOOD             MNDT
 DP6253  HISTORY     - 20201201 GOOD             MNDT
 DP6253
 DP6253                          STATION DESCRIPTION
 DP6253
 DP6253'DESCRIBED BY MN DEPT OF TRANSP 2013
 DP6253'THE STATION IS LOCATED ABOUT 9.3 MI (15.0 KM) EAST OF HARTLAND, 5.5 MI
 DP6253'(8.8 KM) WEST-NORTHWEST OF HOLLANDALE AND 5.2 MI (8.4 KM) SOUTH OF
 DP6253'ELLENDALE.
 DP6253'
 DP6253'2.3 MILES SOUTHWEST OF GENEVA, 1.65 MI (2.7 KM) SOUTH ALONG INTERSTATE
 DP6253'HIGHWAY 35 FROM THE JUNCTION OF INTERSTATE HIGHWAY 35 AND COUNTY ROAD
 DP6253'35 (JUNCTION IS 1.0 MI (1.6 KM) WEST OF GENEVA), AT INTERSTATE 35
 DP6253'HIGHWAY MILE POINT.
 DP6253'
 DP6253'IT IS 95.2 FT (29.0 M) SOUTHEAST OF NORTHBOUND INTERSTATE HIGHWAY 35,
 DP6253'4.5 FT (1.4 M) NORTHWEST OF RIGHT OF WAY FENCE, 6.7 FT (2.0 M) WEST OF
 DP6253'RIGHT-OF-WAY POST, 1.5 FT (0.5 M) NORTH OF A WITNESS POST.
 DP6253'
 DP6253'THE STATION STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM
 DP6253'ROD DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION REMOVABLE
 DP6253'DISK SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH
 DP6253'PVC PIPE BACK FILLED WITH WASHED SAND.
 DP6253
 DP6253                          STATION RECOVERY (2016)
 DP6253
 DP6253'RECOVERY NOTE BY MN DEPT OF TRANSP 2016 (KMS)
 DP6253'RECOVERED IN GOOD CONDITION.
 DP6253
 DP6253                          STATION RECOVERY (2020)
 DP6253
 DP6253'RECOVERY NOTE BY MN DEPT OF TRANSP 2020 (KMS)
 DP6253'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DQ5925 ***********************************************************************
 DQ5925  DESIGNATION -  2480 AR
 DQ5925  PID         -  DQ5925
 DQ5925  STATE/COUNTY-  MN/FREEBORN
 DQ5925  COUNTRY     -  US
 DQ5925  USGS QUAD   -  GLENVILLE (2019)
 DQ5925
 DQ5925                         *CURRENT SURVEY CONTROL
 DQ5925  ______________________________________________________________________
 DQ5925* NAD 83(1986) POSITION- 43 30 40.76   (N) 093 21 21.21   (W)   HD_HELD1
 DQ5925* NAVD 88 ORTHO HEIGHT -   374.907 (meters)     1230.01  (feet) ADJUSTED
 DQ5925  ______________________________________________________________________
 DQ5925  GEOID HEIGHT    -        -29.304 (meters)                     GEOID18
 DQ5925  DYNAMIC HEIGHT  -        374.808 (meters)     1229.68  (feet) COMP
 DQ5925  MODELED GRAVITY -    980,346.2   (mgal)                       NAVD 88
 DQ5925
 DQ5925  VERT ORDER      -  SECOND    CLASS I
 DQ5925
 DQ5925.The horizontal coordinates were determined by differentially corrected
 DQ5925.hand held GPS observations or other comparable positioning techniques
 DQ5925.and have an estimated accuracy of +/- 3 meters.
 DQ5925
 DQ5925.The orthometric height was determined by differential leveling and
 DQ5925.adjusted by the NATIONAL GEODETIC SURVEY
 DQ5925.in May 2019.
 DQ5925
 DQ5925.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ5925.GEOID18 height accuracy estimate available here.
 DQ5925
 DQ5925.Click photographs - Photos may exist for this station.
 DQ5925
 DQ5925.The dynamic height is computed by dividing the NAVD 88
 DQ5925.geopotential number by the normal gravity value computed on the
 DQ5925.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ5925.degrees latitude (g = 980.6199 gals.).
 DQ5925
 DQ5925.The modeled gravity was interpolated from observed gravity values.
 DQ5925
 DQ5925;                    North         East    Units  Estimated Accuracy
 DQ5925;SPC MN S     -   157,021.0     852,086.7     MT  (+/- 3 meters HH1 GPS) 
 DQ5925
 DQ5925_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVJ7123317660(NAD 83)
 DQ5925
 DQ5925                          SUPERSEDED SURVEY CONTROL
 DQ5925
 DQ5925.No superseded survey control is available for this station.
 DQ5925
 DQ5925_MARKER: F = FLANGE-ENCASED ROD
 DQ5925_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DQ5925_STAMPING: 2480 AR 2016
 DQ5925_MARK LOGO: MNDT
 DQ5925_PROJECTION: RECESSED 5 CENTIMETERS
 DQ5925_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DQ5925_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ5925_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ5925+SATELLITE: SATELLITE OBSERVATIONS - August 10, 2016
 DQ5925_ROD/PIPE-DEPTH: 7.3 meters
 DQ5925
 DQ5925  HISTORY     - Date     Condition        Report By
 DQ5925  HISTORY     - 20160810 MONUMENTED       MNDT
 DQ5925
 DQ5925                          STATION DESCRIPTION
 DQ5925
 DQ5925'DESCRIBED BY MN DEPT OF TRANSP 2016
 DQ5925'THE MARK IS LOCATED ABOUT 10.1 MI (16.3 KM) SOUTH OF ALBERT LEA.
 DQ5925'
 DQ5925'TO REACH THE MARK GO 7.1 MI (11.4 KM) SOUTH ALONG INTERSTATE HIGHWAY
 DQ5925'35 FROM THE JUNCTION OF INTERSTATE HIGHWAY 35 AND TRUNK HIGHWAY 65
 DQ5925'(JUNCTION IS 3.0 MI (4.8 KM) SOUTHEAST OF ALBERT LEA), AT INTERSTATE
 DQ5925'HIGHWAY 35 MILE POINT 0.8.
 DQ5925'
 DQ5925'THE MARK IS LOCATED 107.5 FT (32.8 M) WEST OF SOUTHBOUND INTERSTATE
 DQ5925'HIGHWAY 35 FOG LINE, 3.4 FT (1.0 M) OF RIGHT-OF-WAY FENCE, 1.5 FT (0.5
 DQ5925'M) EAST OF A WITNESS POST.
 DQ5925'
 DQ5925'NOTE-THE STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM ROD
 DQ5925'DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION REMOVABLE DISK
 DQ5925'SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH PVC
 DQ5925'PIPE BACK FILLED WITH WASHED SAND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DQ5926 ***********************************************************************
 DQ5926  DESIGNATION -  2480 AS
 DQ5926  PID         -  DQ5926
 DQ5926  STATE/COUNTY-  MN/FREEBORN
 DQ5926  COUNTRY     -  US
 DQ5926  USGS QUAD   -  GLENVILLE (2019)
 DQ5926
 DQ5926                         *CURRENT SURVEY CONTROL
 DQ5926  ______________________________________________________________________
 DQ5926* NAD 83(1986) POSITION- 43 31 27.94   (N) 093 21 14.10   (W)   HD_HELD1
 DQ5926* NAVD 88 ORTHO HEIGHT -   375.593 (meters)     1232.26  (feet) ADJUSTED
 DQ5926  ______________________________________________________________________
 DQ5926  GEOID HEIGHT    -        -29.301 (meters)                     GEOID18
 DQ5926  DYNAMIC HEIGHT  -        375.495 (meters)     1231.94  (feet) COMP
 DQ5926  MODELED GRAVITY -    980,348.3   (mgal)                       NAVD 88
 DQ5926
 DQ5926  VERT ORDER      -  SECOND    CLASS I
 DQ5926
 DQ5926.The horizontal coordinates were determined by differentially corrected
 DQ5926.hand held GPS observations or other comparable positioning techniques
 DQ5926.and have an estimated accuracy of +/- 3 meters.
 DQ5926
 DQ5926.The orthometric height was determined by differential leveling and
 DQ5926.adjusted by the NATIONAL GEODETIC SURVEY
 DQ5926.in May 2019.
 DQ5926
 DQ5926.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ5926.GEOID18 height accuracy estimate available here.
 DQ5926
 DQ5926.Click photographs - Photos may exist for this station.
 DQ5926
 DQ5926.The dynamic height is computed by dividing the NAVD 88
 DQ5926.geopotential number by the normal gravity value computed on the
 DQ5926.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ5926.degrees latitude (g = 980.6199 gals.).
 DQ5926
 DQ5926.The modeled gravity was interpolated from observed gravity values.
 DQ5926
 DQ5926;                    North         East    Units  Estimated Accuracy
 DQ5926;SPC MN S     -   158,478.4     852,234.9     MT  (+/- 3 meters HH1 GPS) 
 DQ5926
 DQ5926_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVJ7139919115(NAD 83)
 DQ5926
 DQ5926                          SUPERSEDED SURVEY CONTROL
 DQ5926
 DQ5926.No superseded survey control is available for this station.
 DQ5926
 DQ5926_MARKER: F = FLANGE-ENCASED ROD
 DQ5926_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DQ5926_STAMPING: 2480 AS 2016
 DQ5926_MARK LOGO: MNDT
 DQ5926_PROJECTION: RECESSED 5 CENTIMETERS
 DQ5926_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DQ5926_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ5926_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ5926+SATELLITE: SATELLITE OBSERVATIONS - August 23, 2016
 DQ5926_ROD/PIPE-DEPTH: 8.5 meters
 DQ5926
 DQ5926  HISTORY     - Date     Condition        Report By
 DQ5926  HISTORY     - 20160823 MONUMENTED       MNDT
 DQ5926
 DQ5926                          STATION DESCRIPTION
 DQ5926
 DQ5926'DESCRIBED BY MN DEPT OF TRANSP 2016
 DQ5926'THE MARK IS LOCATED ABOUT 9.1 MI (14.6 KM) SOUTH OF ALBERT LEA.
 DQ5926'
 DQ5926'TO REACH THE MARK GO 6.2 MI (10.0 KM) SOUTH ALONG INTERSTATE HIGHWAY
 DQ5926'35 FROM THE JUNCTION OF INTERSTATE HIGHWAY 35 AND TRUNK HIGHWAY 65
 DQ5926'(JUNCTION IS 3.0 MI (4.8 KM) SOUTHEAST OF ALBERT LEA), AT INTERSTATE
 DQ5926'HIGHWAY 35 MILE POINT 1.7.
 DQ5926'
 DQ5926'THE MARK IS LOCATED 120.0 FT (36.6 M) EAST OF NORTHBOUND INTERSTATE
 DQ5926'HIGHWAY 35, 3.7 MI (6.0 KM) WEST OF RIGHT-OF-WAY FENCE, 1.5 FT (0.5 M)
 DQ5926'WEST OF A WITNESS POST.
 DQ5926'
 DQ5926'NOTE-THE STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM ROD
 DQ5926'DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION REMOVABLE DISK
 DQ5926'SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH PVC
 DQ5926'PIPE BACK FILLED WITH WASHED SAND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DQ5929 ***********************************************************************
 DQ5929  DESIGNATION -  2480 AT
 DQ5929  PID         -  DQ5929
 DQ5929  STATE/COUNTY-  MN/FREEBORN
 DQ5929  COUNTRY     -  US
 DQ5929  USGS QUAD   -  GLENVILLE (2019)
 DQ5929
 DQ5929                         *CURRENT SURVEY CONTROL
 DQ5929  ______________________________________________________________________
 DQ5929* NAD 83(1986) POSITION- 43 35 17.14   (N) 093 21 29.15   (W)   HD_HELD1
 DQ5929* NAVD 88 ORTHO HEIGHT -   377.869 (meters)     1239.73  (feet) ADJUSTED
 DQ5929  ______________________________________________________________________
 DQ5929  GEOID HEIGHT    -        -29.300 (meters)                     GEOID18
 DQ5929  DYNAMIC HEIGHT  -        377.774 (meters)     1239.41  (feet) COMP
 DQ5929  MODELED GRAVITY -    980,355.1   (mgal)                       NAVD 88
 DQ5929
 DQ5929  VERT ORDER      -  SECOND    CLASS I
 DQ5929
 DQ5929.The horizontal coordinates were determined by differentially corrected
 DQ5929.hand held GPS observations or other comparable positioning techniques
 DQ5929.and have an estimated accuracy of +/- 3 meters.
 DQ5929
 DQ5929.The orthometric height was determined by differential leveling and
 DQ5929.adjusted by the NATIONAL GEODETIC SURVEY
 DQ5929.in May 2019.
 DQ5929
 DQ5929.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ5929.GEOID18 height accuracy estimate available here.
 DQ5929
 DQ5929.Click photographs - Photos may exist for this station.
 DQ5929
 DQ5929.The dynamic height is computed by dividing the NAVD 88
 DQ5929.geopotential number by the normal gravity value computed on the
 DQ5929.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ5929.degrees latitude (g = 980.6199 gals.).
 DQ5929
 DQ5929.The modeled gravity was interpolated from observed gravity values.
 DQ5929
 DQ5929;                    North         East    Units  Estimated Accuracy
 DQ5929;SPC MN S     -   165,549.5     851,841.4     MT  (+/- 3 meters HH1 GPS) 
 DQ5929
 DQ5929_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVJ7109126187(NAD 83)
 DQ5929
 DQ5929                          SUPERSEDED SURVEY CONTROL
 DQ5929
 DQ5929.No superseded survey control is available for this station.
 DQ5929
 DQ5929_MARKER: F = FLANGE-ENCASED ROD
 DQ5929_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DQ5929_STAMPING: 2480 AT 2016
 DQ5929_MARK LOGO: MNDT
 DQ5929_PROJECTION: RECESSED 5 CENTIMETERS
 DQ5929_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DQ5929_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ5929_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ5929+SATELLITE: SATELLITE OBSERVATIONS - December 01, 2020
 DQ5929_ROD/PIPE-DEPTH: 5.5 meters
 DQ5929
 DQ5929  HISTORY     - Date     Condition        Report By
 DQ5929  HISTORY     - 20160810 MONUMENTED       MNDT
 DQ5929  HISTORY     - 20201201 GOOD             MNDT
 DQ5929
 DQ5929                          STATION DESCRIPTION
 DQ5929
 DQ5929'DESCRIBED BY MN DEPT OF TRANSP 2016
 DQ5929'THE MARK IS LOCATED ABOUT 4.9 MI (7.9 KM) SOUTH OF ALBERT LEA.
 DQ5929'
 DQ5929'TO REACH THE MARK GO 1.85 MI (2.98 KM) SOUTH ALONG INTERSTATE HIGHWAY
 DQ5929'35 FROM THE JUNCTION OF INTERSTATE HIGHWAY 35 AND TRUNK HIGHWAY 65
 DQ5929'(JUNCTION IS 3.0 MI (4.8 KM) SOUTHEAST OF ALBERT LEA), AT INTERSTATE
 DQ5929'HIGHWAY 35 MILE POINT 6.2.
 DQ5929'
 DQ5929'THE MARK IS LOCATED 108.0 FT (32.9 M) WEST OF SOUTHBOUND INTERSTATE
 DQ5929'HIGHWAY 35 FOG LINE, 3.9 FT (1.2 M) EAST OF RIGHT-OF-WAY FENCE, 1.5 FT
 DQ5929'(0.5 M) EAST OF A WITNESS POST.
 DQ5929'
 DQ5929'NOTE-THE STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM ROD
 DQ5929'DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION REMOVABLE DISK
 DQ5929'SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH PVC
 DQ5929'PIPE BACK FILLED WITH WASHED SAND.
 DQ5929
 DQ5929                          STATION RECOVERY (2020)
 DQ5929
 DQ5929'RECOVERY NOTE BY MN DEPT OF TRANSP 2020 (KMS)
 DQ5929'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DQ5932 ***********************************************************************
 DQ5932  DESIGNATION -  2480 AU
 DQ5932  PID         -  DQ5932
 DQ5932  STATE/COUNTY-  MN/FREEBORN
 DQ5932  COUNTRY     -  US
 DQ5932  USGS QUAD   -  ALBERT LEA EAST (2019)
 DQ5932
 DQ5932                         *CURRENT SURVEY CONTROL
 DQ5932  ______________________________________________________________________
 DQ5932* NAD 83(1986) POSITION- 43 37 32.20   (N) 093 19 48.03   (W)   HD_HELD1
 DQ5932* NAVD 88 ORTHO HEIGHT -   375.702 (meters)     1232.62  (feet) ADJUSTED
 DQ5932  ______________________________________________________________________
 DQ5932  GEOID HEIGHT    -        -29.223 (meters)                     GEOID18
 DQ5932  DYNAMIC HEIGHT  -        375.610 (meters)     1232.31  (feet) COMP
 DQ5932  MODELED GRAVITY -    980,364.8   (mgal)                       NAVD 88
 DQ5932
 DQ5932  VERT ORDER      -  SECOND    CLASS I
 DQ5932
 DQ5932.The horizontal coordinates were determined by differentially corrected
 DQ5932.hand held GPS observations or other comparable positioning techniques
 DQ5932.and have an estimated accuracy of +/- 3 meters.
 DQ5932
 DQ5932.The orthometric height was determined by differential leveling and
 DQ5932.adjusted by the NATIONAL GEODETIC SURVEY
 DQ5932.in May 2019.
 DQ5932
 DQ5932.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ5932.GEOID18 height accuracy estimate available here.
 DQ5932
 DQ5932.Click photographs - Photos may exist for this station.
 DQ5932
 DQ5932.The dynamic height is computed by dividing the NAVD 88
 DQ5932.geopotential number by the normal gravity value computed on the
 DQ5932.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ5932.degrees latitude (g = 980.6199 gals.).
 DQ5932
 DQ5932.The modeled gravity was interpolated from observed gravity values.
 DQ5932
 DQ5932;                    North         East    Units  Estimated Accuracy
 DQ5932;SPC MN S     -   169,736.0     854,075.7     MT  (+/- 3 meters HH1 GPS) 
 DQ5932
 DQ5932_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVJ7337630344(NAD 83)
 DQ5932
 DQ5932                          SUPERSEDED SURVEY CONTROL
 DQ5932
 DQ5932.No superseded survey control is available for this station.
 DQ5932
 DQ5932_MARKER: F = FLANGE-ENCASED ROD
 DQ5932_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DQ5932_STAMPING: 2480 AU 2016
 DQ5932_MARK LOGO: MNDT
 DQ5932_PROJECTION: RECESSED 5 CENTIMETERS
 DQ5932_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DQ5932_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ5932_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ5932+SATELLITE: SATELLITE OBSERVATIONS - August 17, 2016
 DQ5932_ROD/PIPE-DEPTH: 6.1 meters
 DQ5932
 DQ5932  HISTORY     - Date     Condition        Report By
 DQ5932  HISTORY     - 20160817 MONUMENTED       MNDT
 DQ5932
 DQ5932                          STATION DESCRIPTION
 DQ5932
 DQ5932'DESCRIBED BY MN DEPT OF TRANSP 2016
 DQ5932'THE MARK IS LOCATED ABOUT IN ALBERT LEA.
 DQ5932'
 DQ5932'TO REACH THE MARK GO 1.15 MI (1.85 KM) NORTH ALONG INTERSTATE HIGHWAY
 DQ5932'35 FROM THE JUNCTION OF INTERSTATE HIGHWAY 35 AND TRUNK HIGHWAY 65
 DQ5932'(JUNCTION IS 3.0 MI (4.8 KM) SOUTHEAST OF ALBERT LEA), AT INTERSTATE
 DQ5932'HIGHWAY 35 MILE POINT 9.1.
 DQ5932'
 DQ5932'THE MARK IS LOCATED 38.3 FT (11.7 M) NORTHWEST OF NORTHBOUND
 DQ5932'INTERSTATE HIGHWAY 35, 45.4 FT (13.8 M) SOUTHEAST OF SOUTHBOUND
 DQ5932'INTERSTATE HIGHWAY 35, 3.6 FT (1.1 M) SOUTH OF NOSE OF GUARDRAIL, 3.5
 DQ5932'FT (1.1 M) SOUTH OF A WITNESS POST.
 DQ5932'
 DQ5932'NOTE-THE STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM ROD
 DQ5932'DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION REMOVABLE DISK
 DQ5932'SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH PVC
 DQ5932'PIPE BACK FILLED WITH WASHED SAND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DQ5933 ***********************************************************************
 DQ5933  DESIGNATION -  2480 AV
 DQ5933  PID         -  DQ5933
 DQ5933  STATE/COUNTY-  MN/FREEBORN
 DQ5933  COUNTRY     -  US
 DQ5933  USGS QUAD   -  ALBERT LEA EAST (2019)
 DQ5933
 DQ5933                         *CURRENT SURVEY CONTROL
 DQ5933  ______________________________________________________________________
 DQ5933* NAD 83(1986) POSITION- 43 38 19.30   (N) 093 19 27.16   (W)   HD_HELD1
 DQ5933* NAVD 88 ORTHO HEIGHT -   389.299 (meters)     1277.23  (feet) ADJUSTED
 DQ5933  ______________________________________________________________________
 DQ5933  GEOID HEIGHT    -        -29.202 (meters)                     GEOID18
 DQ5933  DYNAMIC HEIGHT  -        389.205 (meters)     1276.92  (feet) COMP
 DQ5933  MODELED GRAVITY -    980,367.5   (mgal)                       NAVD 88
 DQ5933
 DQ5933  VERT ORDER      -  SECOND    CLASS I
 DQ5933
 DQ5933.The horizontal coordinates were determined by differentially corrected
 DQ5933.hand held GPS observations or other comparable positioning techniques
 DQ5933.and have an estimated accuracy of +/- 3 meters.
 DQ5933
 DQ5933.The orthometric height was determined by differential leveling and
 DQ5933.adjusted by the NATIONAL GEODETIC SURVEY
 DQ5933.in May 2019.
 DQ5933
 DQ5933.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ5933.GEOID18 height accuracy estimate available here.
 DQ5933
 DQ5933.Click photographs - Photos may exist for this station.
 DQ5933
 DQ5933.The dynamic height is computed by dividing the NAVD 88
 DQ5933.geopotential number by the normal gravity value computed on the
 DQ5933.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ5933.degrees latitude (g = 980.6199 gals.).
 DQ5933
 DQ5933.The modeled gravity was interpolated from observed gravity values.
 DQ5933
 DQ5933;                    North         East    Units  Estimated Accuracy
 DQ5933;SPC MN S     -   171,193.5     854,531.6     MT  (+/- 3 meters HH1 GPS) 
 DQ5933
 DQ5933_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVJ7384931795(NAD 83)
 DQ5933
 DQ5933                          SUPERSEDED SURVEY CONTROL
 DQ5933
 DQ5933.No superseded survey control is available for this station.
 DQ5933
 DQ5933_MARKER: F = FLANGE-ENCASED ROD
 DQ5933_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DQ5933_STAMPING: 2480 AV 2016
 DQ5933_MARK LOGO: MNDT
 DQ5933_PROJECTION: RECESSED 5 CENTIMETERS
 DQ5933_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DQ5933_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ5933_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ5933+SATELLITE: SATELLITE OBSERVATIONS - August 10, 2016
 DQ5933_ROD/PIPE-DEPTH: 7.3 meters
 DQ5933
 DQ5933  HISTORY     - Date     Condition        Report By
 DQ5933  HISTORY     - 20160810 MONUMENTED       MNDT
 DQ5933
 DQ5933                          STATION DESCRIPTION
 DQ5933
 DQ5933'DESCRIBED BY MN DEPT OF TRANSP 2016
 DQ5933'THE MARK IS LOCATED ABOUT 2.6 MI (4.2 KM) SOUTHEAST OF ALBERT LEA.
 DQ5933'
 DQ5933'TO REACH THE MARK GO 1.45 MI (2.33 KM) SOUTH ALONG INTERSTATE HIGHWAY
 DQ5933'35 FROM THE JUNCTION OF INTERSTATE HIGHWAY 35 AND COUNTY ROAD 46 IN
 DQ5933'ALBERT LEA, AT INTERSTATE HIGHWAY 35 MILE POINT 10.05.
 DQ5933'
 DQ5933'THE MARK IS LOCATED 141.5 FT (43.1 M) WEST OF SOUTHBOUND INTERSTATE
 DQ5933'HIGHWAY 35 FOG LINE, 5.3 FT (1.6 M) EAST OF RIGHT-OF-WAY FENCE, 1.5 FT
 DQ5933'(0.5 M) EAST OF A WITNESS POST.
 DQ5933'
 DQ5933'NOTE-THE STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM ROD
 DQ5933'DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION REMOVABLE DISK
 DQ5933'SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH PVC
 DQ5933'PIPE BACK FILLED WITH WASHED SAND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DQ5935 ***********************************************************************
 DQ5935  DESIGNATION -  2480 AW
 DQ5935  PID         -  DQ5935
 DQ5935  STATE/COUNTY-  MN/FREEBORN
 DQ5935  COUNTRY     -  US
 DQ5935  USGS QUAD   -  ALBERT LEA EAST (2019)
 DQ5935
 DQ5935                         *CURRENT SURVEY CONTROL
 DQ5935  ______________________________________________________________________
 DQ5935* NAD 83(1986) POSITION- 43 39 29.05   (N) 093 19 10.18   (W)   HD_HELD1
 DQ5935* NAVD 88 ORTHO HEIGHT -   386.093 (meters)     1266.71  (feet) ADJUSTED
 DQ5935  ______________________________________________________________________
 DQ5935  GEOID HEIGHT    -        -29.176 (meters)                     GEOID18
 DQ5935  DYNAMIC HEIGHT  -        386.001 (meters)     1266.40  (feet) COMP
 DQ5935  MODELED GRAVITY -    980,370.9   (mgal)                       NAVD 88
 DQ5935
 DQ5935  VERT ORDER      -  SECOND    CLASS I
 DQ5935
 DQ5935.The horizontal coordinates were determined by differentially corrected
 DQ5935.hand held GPS observations or other comparable positioning techniques
 DQ5935.and have an estimated accuracy of +/- 3 meters.
 DQ5935
 DQ5935.The orthometric height was determined by differential leveling and
 DQ5935.adjusted by the NATIONAL GEODETIC SURVEY
 DQ5935.in May 2019.
 DQ5935
 DQ5935.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ5935.GEOID18 height accuracy estimate available here.
 DQ5935
 DQ5935.Click photographs - Photos may exist for this station.
 DQ5935
 DQ5935.The dynamic height is computed by dividing the NAVD 88
 DQ5935.geopotential number by the normal gravity value computed on the
 DQ5935.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ5935.degrees latitude (g = 980.6199 gals.).
 DQ5935
 DQ5935.The modeled gravity was interpolated from observed gravity values.
 DQ5935
 DQ5935;                    North         East    Units  Estimated Accuracy
 DQ5935;SPC MN S     -   173,349.3     854,894.2     MT  (+/- 3 meters HH1 GPS) 
 DQ5935
 DQ5935_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVJ7423833946(NAD 83)
 DQ5935
 DQ5935                          SUPERSEDED SURVEY CONTROL
 DQ5935
 DQ5935.No superseded survey control is available for this station.
 DQ5935
 DQ5935_MARKER: F = FLANGE-ENCASED ROD
 DQ5935_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DQ5935_STAMPING: 2480 AW 2016
 DQ5935_MARK LOGO: MNDT
 DQ5935_PROJECTION: RECESSED 8 CENTIMETERS
 DQ5935_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DQ5935_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ5935_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ5935+SATELLITE: SATELLITE OBSERVATIONS - August 10, 2016
 DQ5935_ROD/PIPE-DEPTH: 7.3 meters
 DQ5935
 DQ5935  HISTORY     - Date     Condition        Report By
 DQ5935  HISTORY     - 20160810 MONUMENTED       MNDT
 DQ5935
 DQ5935                          STATION DESCRIPTION
 DQ5935
 DQ5935'DESCRIBED BY MN DEPT OF TRANSP 2016
 DQ5935'THE MARK IS LOCATED ABOUT IN ALBERT LEA.
 DQ5935'
 DQ5935'TO REACH THE MARK GO 0.05 MI (0.08 KM) SOUTH ALONG INTERSTATE FROM THE
 DQ5935'JUNCTION OF INTERSTATE HIGHWAY 35 AND COUNTY ROAD 46 IN ALBERT LEA, AT
 DQ5935'INTERSTATE HIGHWAY 35 MILE POINT 11.4.
 DQ5935'
 DQ5935'THE MARK IS LOCATED 19.4 FT (5.9 M) EAST OF NORTHBOUND INTERSTATE
 DQ5935'HIGHWAY 35 FOG LINE, 76.9 FT (23.4 M) SOUTH OF SOUTH END OF GUARDRAIL,
 DQ5935'2.3 FT (0.7 M) SOUTH OF A WITNESS POST.
 DQ5935'
 DQ5935'NOTE-THE STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM ROD
 DQ5935'DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION REMOVABLE DISK
 DQ5935'SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH PVC
 DQ5935'PIPE BACK FILLED WITH WASHED SAND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DQ5936 ***********************************************************************
 DQ5936  DESIGNATION -  2480 AX
 DQ5936  PID         -  DQ5936
 DQ5936  STATE/COUNTY-  MN/FREEBORN
 DQ5936  COUNTRY     -  US
 DQ5936  USGS QUAD   -  ALBERT LEA EAST (2019)
 DQ5936
 DQ5936                         *CURRENT SURVEY CONTROL
 DQ5936  ______________________________________________________________________
 DQ5936* NAD 83(1986) POSITION- 43 40 13.07   (N) 093 19 23.27   (W)   HD_HELD1
 DQ5936* NAVD 88 ORTHO HEIGHT -   394.062 (meters)     1292.85  (feet) ADJUSTED
 DQ5936  ______________________________________________________________________
 DQ5936  GEOID HEIGHT    -        -29.174 (meters)                     GEOID18
 DQ5936  DYNAMIC HEIGHT  -        393.969 (meters)     1292.55  (feet) COMP
 DQ5936  MODELED GRAVITY -    980,371.8   (mgal)                       NAVD 88
 DQ5936
 DQ5936  VERT ORDER      -  SECOND    CLASS I
 DQ5936
 DQ5936.The horizontal coordinates were determined by differentially corrected
 DQ5936.hand held GPS observations or other comparable positioning techniques
 DQ5936.and have an estimated accuracy of +/- 3 meters.
 DQ5936
 DQ5936.The orthometric height was determined by differential leveling and
 DQ5936.adjusted by the NATIONAL GEODETIC SURVEY
 DQ5936.in May 2019.
 DQ5936
 DQ5936.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ5936.GEOID18 height accuracy estimate available here.
 DQ5936
 DQ5936.Click photographs - Photos may exist for this station.
 DQ5936
 DQ5936.The dynamic height is computed by dividing the NAVD 88
 DQ5936.geopotential number by the normal gravity value computed on the
 DQ5936.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ5936.degrees latitude (g = 980.6199 gals.).
 DQ5936
 DQ5936.The modeled gravity was interpolated from observed gravity values.
 DQ5936
 DQ5936;                    North         East    Units  Estimated Accuracy
 DQ5936;SPC MN S     -   174,705.4     854,589.7     MT  (+/- 3 meters HH1 GPS) 
 DQ5936
 DQ5936_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVJ7395035305(NAD 83)
 DQ5936
 DQ5936                          SUPERSEDED SURVEY CONTROL
 DQ5936
 DQ5936.No superseded survey control is available for this station.
 DQ5936
 DQ5936_MARKER: F = FLANGE-ENCASED ROD
 DQ5936_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DQ5936_STAMPING: 2480 AX 2016
 DQ5936_MARK LOGO: MNDT
 DQ5936_PROJECTION: RECESSED 3 CENTIMETERS
 DQ5936_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DQ5936_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ5936_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ5936+SATELLITE: SATELLITE OBSERVATIONS - August 10, 2016
 DQ5936_ROD/PIPE-DEPTH: 5.8 meters
 DQ5936
 DQ5936  HISTORY     - Date     Condition        Report By
 DQ5936  HISTORY     - 20160810 MONUMENTED       MNDT
 DQ5936
 DQ5936                          STATION DESCRIPTION
 DQ5936
 DQ5936'DESCRIBED BY MN DEPT OF TRANSP 2016
 DQ5936'THE MARK IS LOCATED ABOUT IN ALBERT LEA.
 DQ5936'
 DQ5936'TO REACH THE MARK GO 0.9 MI (1.4 KM) SOUTH ALONG INTERSTATE HIGHWAY 35
 DQ5936'FROM THE JUNCTION OF INTERSTATE HIGHWAY 35 AND INTERSTATE HIGHWAY 90
 DQ5936'(JUNCTION IS 3.0 MI (4.8 KM) NORTHEAST OF ALBERT LEA), AT INTERSTATE
 DQ5936'HIGHWAY 35 MILE POINT 12.25.
 DQ5936'
 DQ5936'THE MARK IS LOCATED 41.3 FT (12.6 M) EAST OF NORTHBOUND INTERSTATE
 DQ5936'HIGHWAY 35 FOG LINE, 1.5 FT (0.5 M) WEST OF A WITNESS POST.
 DQ5936'
 DQ5936'NOTE-THE STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM ROD
 DQ5936'DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION REMOVABLE DISK
 DQ5936'SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH PVC
 DQ5936'PIPE BACK FILLED WITH WASHED SAND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DQ5937 ***********************************************************************
 DQ5937  DESIGNATION -  2480 AY
 DQ5937  PID         -  DQ5937
 DQ5937  STATE/COUNTY-  MN/FREEBORN
 DQ5937  COUNTRY     -  US
 DQ5937  USGS QUAD   -  ALBERT LEA EAST (2019)
 DQ5937
 DQ5937                         *CURRENT SURVEY CONTROL
 DQ5937  ______________________________________________________________________
 DQ5937* NAD 83(1986) POSITION- 43 42 18.58   (N) 093 19 09.10   (W)   HD_HELD1
 DQ5937* NAVD 88 ORTHO HEIGHT -   389.372 (meters)     1277.46  (feet) ADJUSTED
 DQ5937  ______________________________________________________________________
 DQ5937  GEOID HEIGHT    -        -29.129 (meters)                     GEOID18
 DQ5937  DYNAMIC HEIGHT  -        389.283 (meters)     1277.17  (feet) COMP
 DQ5937  MODELED GRAVITY -    980,377.8   (mgal)                       NAVD 88
 DQ5937
 DQ5937  VERT ORDER      -  SECOND    CLASS I
 DQ5937
 DQ5937.The horizontal coordinates were determined by differentially corrected
 DQ5937.hand held GPS observations or other comparable positioning techniques
 DQ5937.and have an estimated accuracy of +/- 3 meters.
 DQ5937
 DQ5937.The orthometric height was determined by differential leveling and
 DQ5937.adjusted by the NATIONAL GEODETIC SURVEY
 DQ5937.in May 2019.
 DQ5937
 DQ5937.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ5937.GEOID18 height accuracy estimate available here.
 DQ5937
 DQ5937.Click photographs - Photos may exist for this station.
 DQ5937
 DQ5937.The dynamic height is computed by dividing the NAVD 88
 DQ5937.geopotential number by the normal gravity value computed on the
 DQ5937.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ5937.degrees latitude (g = 980.6199 gals.).
 DQ5937
 DQ5937.The modeled gravity was interpolated from observed gravity values.
 DQ5937
 DQ5937;                    North         East    Units  Estimated Accuracy
 DQ5937;SPC MN S     -   178,581.6     854,874.8     MT  (+/- 3 meters HH1 GPS) 
 DQ5937
 DQ5937_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVJ7428239176(NAD 83)
 DQ5937
 DQ5937                          SUPERSEDED SURVEY CONTROL
 DQ5937
 DQ5937.No superseded survey control is available for this station.
 DQ5937
 DQ5937_MARKER: F = FLANGE-ENCASED ROD
 DQ5937_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DQ5937_STAMPING: 2480 AY 2016
 DQ5937_MARK LOGO: MNDT
 DQ5937_PROJECTION: RECESSED 5 CENTIMETERS
 DQ5937_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DQ5937_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ5937_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ5937+SATELLITE: SATELLITE OBSERVATIONS - August 10, 2016
 DQ5937_ROD/PIPE-DEPTH: 7.0 meters
 DQ5937
 DQ5937  HISTORY     - Date     Condition        Report By
 DQ5937  HISTORY     - 20160810 MONUMENTED       MNDT
 DQ5937
 DQ5937                          STATION DESCRIPTION
 DQ5937
 DQ5937'DESCRIBED BY MN DEPT OF TRANSP 2016
 DQ5937'THE MARK IS LOCATED ABOUT 4.0 MI (6.4 KM) NORTHEAST OF ALBERT LEA.
 DQ5937'
 DQ5937'TO REACH THE MARK GO 1.5 MI (2.4 KM) NORTH ALONG INTERSTATE HIGHWAY 35
 DQ5937'FROM THE JUNCTION OF INTERSTATE HIGHWAY 35 AND INTERSTATE HIGHWAY 90
 DQ5937'(JUNCTION IS 3.0 MI (4.8 KM) NORTHEAST OF ALBERT LEA), AT INTERSTATE
 DQ5937'HIGHWAY 35 MILE POINT 14.75.
 DQ5937'
 DQ5937'THE MARK IS LOCATED 93.0 FT (28.3 M) EAST OF NORTHBOUND INTERSTATE
 DQ5937'HIGHWAY 35, 4.2 FT (1.3 M) WEST OF RIGHT-OF-WAY FENCE, 1.5 FT (0.5 M)
 DQ5937'WEST OF A WITNESS POST.
 DQ5937'
 DQ5937'NOTE-THE STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM ROD
 DQ5937'DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION REMOVABLE DISK
 DQ5937'SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH PVC
 DQ5937'PIPE BACK FILLED WITH WASHED SAND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DQ5939 ***********************************************************************
 DQ5939  DESIGNATION -  2480 AZ
 DQ5939  PID         -  DQ5939
 DQ5939  STATE/COUNTY-  MN/FREEBORN
 DQ5939  COUNTRY     -  US
 DQ5939  USGS QUAD   -  ELLENDALE (2019)
 DQ5939
 DQ5939                         *CURRENT SURVEY CONTROL
 DQ5939  ______________________________________________________________________
 DQ5939* NAD 83(1986) POSITION- 43 45 00.24   (N) 093 19 04.73   (W)   HD_HELD1
 DQ5939* NAVD 88 ORTHO HEIGHT -   401.282 (meters)     1316.54  (feet) ADJUSTED
 DQ5939  ______________________________________________________________________
 DQ5939  GEOID HEIGHT    -        -29.069 (meters)                     GEOID18
 DQ5939  DYNAMIC HEIGHT  -        401.193 (meters)     1316.25  (feet) COMP
 DQ5939  MODELED GRAVITY -    980,385.4   (mgal)                       NAVD 88
 DQ5939
 DQ5939  VERT ORDER      -  SECOND    CLASS I
 DQ5939
 DQ5939.The horizontal coordinates were determined by differentially corrected
 DQ5939.hand held GPS observations or other comparable positioning techniques
 DQ5939.and have an estimated accuracy of +/- 3 meters.
 DQ5939
 DQ5939.The orthometric height was determined by differential leveling and
 DQ5939.adjusted by the NATIONAL GEODETIC SURVEY
 DQ5939.in May 2019.
 DQ5939
 DQ5939.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ5939.GEOID18 height accuracy estimate available here.
 DQ5939
 DQ5939.Click photographs - Photos may exist for this station.
 DQ5939
 DQ5939.The dynamic height is computed by dividing the NAVD 88
 DQ5939.geopotential number by the normal gravity value computed on the
 DQ5939.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ5939.degrees latitude (g = 980.6199 gals.).
 DQ5939
 DQ5939.The modeled gravity was interpolated from observed gravity values.
 DQ5939
 DQ5939;                    North         East    Units  Estimated Accuracy
 DQ5939;SPC MN S     -   183,571.6     854,931.1     MT  (+/- 3 meters HH1 GPS) 
 DQ5939
 DQ5939_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVJ7439944163(NAD 83)
 DQ5939
 DQ5939                          SUPERSEDED SURVEY CONTROL
 DQ5939
 DQ5939.No superseded survey control is available for this station.
 DQ5939
 DQ5939_MARKER: F = FLANGE-ENCASED ROD
 DQ5939_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DQ5939_STAMPING: 2480 AZ 2016
 DQ5939_MARK LOGO: MNDT
 DQ5939_PROJECTION: RECESSED 5 CENTIMETERS
 DQ5939_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DQ5939_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ5939_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ5939+SATELLITE: SATELLITE OBSERVATIONS - December 02, 2020
 DQ5939_ROD/PIPE-DEPTH: 5.8 meters
 DQ5939
 DQ5939  HISTORY     - Date     Condition        Report By
 DQ5939  HISTORY     - 20160810 MONUMENTED       MNDT
 DQ5939  HISTORY     - 20201202 GOOD             MNDT
 DQ5939
 DQ5939                          STATION DESCRIPTION
 DQ5939
 DQ5939'DESCRIBED BY MN DEPT OF TRANSP 2016
 DQ5939'THE MARK IS LOCATED ABOUT 1.0 MI (1.6 KM) SOUTH OF CLARKS GROVE.
 DQ5939'
 DQ5939'TO REACH THE MARK GO 0.9 MI (1.4 KM) SOUTH ALONG INTERSTATE HIGHWAY 35
 DQ5939'FROM THE JUNCTION OF INTERSTATE HIGHWAY 35 AND TRUNK HIGHWAY 251
 DQ5939'(JUNCTION IS 0.5 MI (0.8 KM) EAST OF CLARKS GROVE), AT INTERSTATE
 DQ5939'HIGHWAY 35 MILE POINT 17.85.
 DQ5939'
 DQ5939'THE MARK IS LOCATED 82.5 FT (25.1 M) EAST OF NORTHBOUND INTERSTATE
 DQ5939'HIGHWAY 35, 4.5 FT (1.4 M) WEST OF RIGHT-OF-WAY FENCE, 1.5 FT (0.5 M)
 DQ5939'WEST OF A WITNESS POST.
 DQ5939'
 DQ5939'NOTE-THE STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM ROD
 DQ5939'DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION REMOVABLE DISK
 DQ5939'SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH PVC
 DQ5939'PIPE BACK FILLED WITH WASHED SAND.
 DQ5939
 DQ5939                          STATION RECOVERY (2020)
 DQ5939
 DQ5939'RECOVERY NOTE BY MN DEPT OF TRANSP 2020 (KMS)
 DQ5939'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 OO1467 ***********************************************************************
 OO1467  DESIGNATION -  2480 B
 OO1467  PID         -  OO1467
 OO1467  STATE/COUNTY-  MN/FREEBORN
 OO1467  COUNTRY     -  US
 OO1467  USGS QUAD   -  GLENVILLE (2019)
 OO1467
 OO1467                         *CURRENT SURVEY CONTROL
 OO1467  ______________________________________________________________________
 OO1467* NAD 83(1986) POSITION- 43 31 09.45   (N) 093 21 20.63   (W)   HD_HELD1
 OO1467* NAVD 88 ORTHO HEIGHT -   390.291 (meters)     1280.48  (feet) ADJUSTED
 OO1467  ______________________________________________________________________
 OO1467  GEOID HEIGHT    -        -29.305 (meters)                     GEOID18
 OO1467  DYNAMIC HEIGHT  -        390.189 (meters)     1280.15  (feet) COMP
 OO1467  MODELED GRAVITY -    980,347.0   (mgal)                       NAVD 88
 OO1467
 OO1467  VERT ORDER      -  SECOND    CLASS I
 OO1467
 OO1467.The horizontal coordinates were determined by differentially corrected
 OO1467.hand held GPS observations or other comparable positioning techniques
 OO1467.and have an estimated accuracy of +/- 3 meters.
 OO1467
 OO1467.The orthometric height was determined by differential leveling and
 OO1467.adjusted by the NATIONAL GEODETIC SURVEY
 OO1467.in June 2009.
 OO1467
 OO1467.No vertical observational check was made to the station.
 OO1467
 OO1467.Significant digits in the geoid height do not necessarily reflect accuracy.
 OO1467.GEOID18 height accuracy estimate available here.
 OO1467
 OO1467.Click photographs - Photos may exist for this station.
 OO1467
 OO1467.The dynamic height is computed by dividing the NAVD 88
 OO1467.geopotential number by the normal gravity value computed on the
 OO1467.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OO1467.degrees latitude (g = 980.6199 gals.).
 OO1467
 OO1467.The modeled gravity was interpolated from observed gravity values.
 OO1467
 OO1467;                    North         East    Units  Estimated Accuracy
 OO1467;SPC MN S     -   157,906.6     852,092.8     MT  (+/- 3 meters HH1 GPS) 
 OO1467
 OO1467_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVJ7125018545(NAD 83)
 OO1467
 OO1467                          SUPERSEDED SURVEY CONTROL
 OO1467
 OO1467  NAVD 88 (06/15/91)  390.284  (m)         1280.46   (f) SUPERSEDED  2 1
 OO1467
 OO1467.Superseded values are not recommended for survey control.
 OO1467
 OO1467.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OO1467.See file dsdata.pdf to determine how the superseded data were derived.
 OO1467
 OO1467_MARKER: DB = BENCH MARK DISK
 OO1467_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 OO1467_STAMPING: 2480 B 1973
 OO1467_MARK LOGO: MNHD
 OO1467_PROJECTION: PROJECTING 3 CENTIMETERS
 OO1467_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 OO1467_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OO1467_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 OO1467+SATELLITE: SATELLITE OBSERVATIONS - August 01, 2016
 OO1467
 OO1467  HISTORY     - Date     Condition        Report By
 OO1467  HISTORY     - 1973     MONUMENTED       MNHD
 OO1467  HISTORY     - 1980     GOOD             MNDT
 OO1467  HISTORY     - 20060821 GOOD             MNDT
 OO1467  HISTORY     - 20160801 GOOD             MNDT
 OO1467
 OO1467                          STATION DESCRIPTION
 OO1467
 OO1467'DESCRIBED BY MN DEPT OF TRANSP 1980
 OO1467'9.3 MI SOUTH FROM ALBERT LEA.
 OO1467'THE MARK IS LOCATED 6.5 MILES SOUTH ALONG INTERSTATE HIGHWAY 35 FROM
 OO1467'ITS JUNCTION WITH TRUNK HIGHWAY 65 NEAR ALBERT LEA AND IS NEAR
 OO1467'HIGHWAY 35 MILE POINT 1.3 IN THE SE 1/4 OF SECTION 28, T101N, R21W.
 OO1467'THE MARK IS 144.5 FEET NORTHWEST OF THE CENTER OF HIGHWAY 35
 OO1467'STATIONING STENCIL 650, 121.5 FEET WEST OF THE SOUTHBOUND HIGHWAY 35
 OO1467'CENTERLINE, 45.4 FEET NORTH OF THE NORTH BRACE POST IN THE R/W FENCE,
 OO1467'27 FEET WEST OF A 1 INCH MARSHALL ASH TREE, 14.7 FEET SOUTH OF A 1
 OO1467'INCH MARSHALL ASH TREE, 2.1 FEET EAST OF THE R/W FENCE AND 0.8 FOOT
 OO1467'EAST OF A STEEL WITNESS POST.  THE MARK, A STANDARD MNHD BENCH MARK
 OO1467'DISK STAMPED---2480 B 1973---, IS SET IN THE TOP OF A MAGNETIC
 OO1467'CONCRETE POST THAT PROJECTS 1 INCH ABOVE THE GROUND.
 OO1467
 OO1467                          STATION RECOVERY (2006)
 OO1467
 OO1467'RECOVERY NOTE BY MN DEPT OF TRANSP 2006 (MPP)
 OO1467'THE STATION IS LOCATED ABOUT 8.9 MI (14.3 KM) SOUTH OF ALBERT LEA, 6.8
 OO1467'MI (10.9 KM) EAST OF EMMONS, 5.2 MI (8.4 KM) SOUTHWEST OF GLENVILLE
 OO1467'AND 6.5 MI (10.5 KM) SOUTH OF THE JUNCTION OF INTERSTATE HIGHWAY 35
 OO1467'AND TRUNK HIGHWAY 65, 121.5 FT (37.0 M) WEST OF SOUTHBOUND INTERSTATE
 OO1467'HIGHWAY 35, AT INTERSTATE HIGHWAY 35 MILE POINT 1.35, 144.5 FT (44.0
 OO1467'M) NORTHWEST OF INTERSTATE HIGHWAY 35 STATION 650 STENCIL, 45.4 NORTH
 OO1467'OF NORTH BRACE POST ON RIGHT OF WAY FENCE, 27 FT (8.2 M) WEST OF 1
 OO1467'INCH (3 CM) MARSHALL ASH TREE, 14.7 FT (4.5 M) SOUTH OF 1 INCH (3 CM)
 OO1467'MARSHALL ASH TREE, 2.1 FT (0.6 M) EAST OF RIGHT-OF-WAY FENCE, 0.8 FT
 OO1467'(0.2 M) EAST OF A WITNESS POST.
 OO1467
 OO1467                          STATION RECOVERY (2016)
 OO1467
 OO1467'RECOVERY NOTE BY MN DEPT OF TRANSP 2016 (MAS)
 OO1467'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DQ5940 ***********************************************************************
 DQ5940  DESIGNATION -  2480 BA
 DQ5940  PID         -  DQ5940
 DQ5940  STATE/COUNTY-  MN/FREEBORN
 DQ5940  COUNTRY     -  US
 DQ5940  USGS QUAD   -  ELLENDALE (2019)
 DQ5940
 DQ5940                         *CURRENT SURVEY CONTROL
 DQ5940  ______________________________________________________________________
 DQ5940* NAD 83(1986) POSITION- 43 46 18.86   (N) 093 18 34.02   (W)   HD_HELD1
 DQ5940* NAVD 88 ORTHO HEIGHT -   375.515 (meters)     1232.00  (feet) ADJUSTED
 DQ5940  ______________________________________________________________________
 DQ5940  GEOID HEIGHT    -        -29.023 (meters)                     GEOID18
 DQ5940  DYNAMIC HEIGHT  -        375.433 (meters)     1231.73  (feet) COMP
 DQ5940  MODELED GRAVITY -    980,390.7   (mgal)                       NAVD 88
 DQ5940
 DQ5940  VERT ORDER      -  SECOND    CLASS I
 DQ5940
 DQ5940.The horizontal coordinates were determined by differentially corrected
 DQ5940.hand held GPS observations or other comparable positioning techniques
 DQ5940.and have an estimated accuracy of +/- 3 meters.
 DQ5940
 DQ5940.The orthometric height was determined by differential leveling and
 DQ5940.adjusted by the NATIONAL GEODETIC SURVEY
 DQ5940.in May 2019.
 DQ5940
 DQ5940.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ5940.GEOID18 height accuracy estimate available here.
 DQ5940
 DQ5940.Click photographs - Photos may exist for this station.
 DQ5940
 DQ5940.The dynamic height is computed by dividing the NAVD 88
 DQ5940.geopotential number by the normal gravity value computed on the
 DQ5940.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ5940.degrees latitude (g = 980.6199 gals.).
 DQ5940
 DQ5940.The modeled gravity was interpolated from observed gravity values.
 DQ5940
 DQ5940;                    North         East    Units  Estimated Accuracy
 DQ5940;SPC MN S     -   186,003.8     855,597.6     MT  (+/- 3 meters HH1 GPS) 
 DQ5940
 DQ5940_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVJ7509546585(NAD 83)
 DQ5940
 DQ5940                          SUPERSEDED SURVEY CONTROL
 DQ5940
 DQ5940.No superseded survey control is available for this station.
 DQ5940
 DQ5940_MARKER: F = FLANGE-ENCASED ROD
 DQ5940_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DQ5940_STAMPING: 2480 BA 2016
 DQ5940_MARK LOGO: MNDT
 DQ5940_PROJECTION: RECESSED 5 CENTIMETERS
 DQ5940_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DQ5940_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ5940_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ5940+SATELLITE: SATELLITE OBSERVATIONS - August 10, 2016
 DQ5940_ROD/PIPE-DEPTH: 5.8 meters
 DQ5940
 DQ5940  HISTORY     - Date     Condition        Report By
 DQ5940  HISTORY     - 20160810 MONUMENTED       MNDT
 DQ5940
 DQ5940                          STATION DESCRIPTION
 DQ5940
 DQ5940'DESCRIBED BY MN DEPT OF TRANSP 2016
 DQ5940'THE MARK IS LOCATED ABOUT 1.0 MI (1.6 KM) NORTHEAST OF CLARKS GROVE.
 DQ5940'
 DQ5940'TO REACH THE MARK GO 0.7 MI (1.1 KM) NORTH ALONG INTERSTATE HIGHWAY 35
 DQ5940'FROM THE JUNCTION OF INTERSTATE HIGHWAY 35 AND TRUNK HIGHWAY 251
 DQ5940'(JUNCTION IS 0.5 MI (0.8 KM) EAST OF CLARKS GROVE), AT INTERSTATE
 DQ5940'HIGHWAY 35 MILE POINT 19.45.
 DQ5940'
 DQ5940'THE MARK IS LOCATED 89.0 FT (27.1 M) EAST-SOUTHEAST OF NORTHBOUND
 DQ5940'INTERSTATE HIGHWAY 35 FOG LINE, 4.0 FT (1.2 M) WEST-NORTHWEST OF
 DQ5940'RIGHT-OF-WAY FENCE, 1.5 FT (0.5 M) WEST-NORTHWEST OF A WITNESS POST.
 DQ5940'
 DQ5940'NOTE-THE STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM ROD
 DQ5940'DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION REMOVABLE DISK
 DQ5940'SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH PVC
 DQ5940'PIPE BACK FILLED WITH WASHED SAND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 OO0512 ***********************************************************************
 OO0512  DESIGNATION -  2480 BB
 OO0512  PID         -  OO0512
 OO0512  STATE/COUNTY-  MN/FREEBORN
 OO0512  COUNTRY     -  US
 OO0512  USGS QUAD   -  ALBERT LEA EAST (2019)
 OO0512
 OO0512                         *CURRENT SURVEY CONTROL
 OO0512  ______________________________________________________________________
 OO0512* NAD 83(1986) POSITION- 43 41 00.69   (N) 093 19 14.77   (W)   HD_HELD1
 OO0512* NAVD 88 ORTHO HEIGHT -   392.415 (meters)     1287.45  (feet) ADJUSTED
 OO0512  ______________________________________________________________________
 OO0512  GEOID HEIGHT    -        -29.156 (meters)                     GEOID18
 OO0512  DYNAMIC HEIGHT  -        392.324 (meters)     1287.15  (feet) COMP
 OO0512  MODELED GRAVITY -    980,374.1   (mgal)                       NAVD 88
 OO0512
 OO0512  VERT ORDER      -  SECOND    CLASS I
 OO0512
 OO0512.The horizontal coordinates were determined by differentially corrected
 OO0512.hand held GPS observations or other comparable positioning techniques
 OO0512.and have an estimated accuracy of +/- 3 meters.
 OO0512
 OO0512.The orthometric height was determined by differential leveling and
 OO0512.adjusted by the NATIONAL GEODETIC SURVEY
 OO0512.in May 2019.
 OO0512
 OO0512.Significant digits in the geoid height do not necessarily reflect accuracy.
 OO0512.GEOID18 height accuracy estimate available here.
 OO0512
 OO0512.Click photographs - Photos may exist for this station.
 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     -   176,176.7     854,767.9     MT  (+/- 3 meters HH1 GPS) 
 OO0512
 OO0512_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVJ7414636773(NAD 83)
 OO0512
 OO0512                          SUPERSEDED SURVEY CONTROL
 OO0512
 OO0512  NAVD 88 (06/15/91)  392.415  (m)         1287.45   (f) SUPERSEDED  1 2
 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
 OO0512.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OO0512.See file dsdata.pdf to determine how the superseded data were derived.
 OO0512
 OO0512_MARKER: DB = BENCH MARK DISK
 OO0512_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 OO0512_SP_SET: BRIDGE ABUTMENT
 OO0512_STAMPING: 2480 BB 1969
 OO0512_MARK LOGO: MNHD
 OO0512_MAGNETIC: N = NO MAGNETIC MATERIAL
 OO0512_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OO0512_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 OO0512+SATELLITE: SATELLITE OBSERVATIONS - June 29, 2016
 OO0512
 OO0512  HISTORY     - Date     Condition        Report By
 OO0512  HISTORY     - 19690401 MONUMENTED       MNHD
 OO0512  HISTORY     - 1973     GOOD             MNDT
 OO0512  HISTORY     - 1980     GOOD             MNDT
 OO0512  HISTORY     - 1986     GOOD             USPSQD
 OO0512  HISTORY     - 19900907 GOOD             NGS
 OO0512  HISTORY     - 20000907 GOOD             MNDT
 OO0512  HISTORY     - 20110926 GOOD             MNDT
 OO0512  HISTORY     - 20160629 GOOD             MNDT
 OO0512
 OO0512                          STATION DESCRIPTION
 OO0512
 OO0512'DESCRIBED BY MN HIGHWAY DEPT 1969
 OO0512'1.9 MI NE FROM ALBERT LEA.
 OO0512'MARK IS LOCATED 1.9 MILES NORTHWEST OF THE JUNCTION OF T.H. 16 AND
 OO0512'T.H. 65 AT ALBERT LEA, 0.4 MILES EAST OF T.H. 65, IN THE SOUTHEAST
 OO0512'CORNER OF BRIDGE NO. 24808, FAI 90 EASTBOUND OVER FAI 35.  NW 1/4
 OO0512'SECTION 35, T 103N, R 21W.
 OO0512
 OO0512                          STATION RECOVERY (1973)
 OO0512
 OO0512'RECOVERY NOTE BY MN DEPT OF TRANSP 1973
 OO0512'RECOVERED IN GOOD CONDITION.
 OO0512
 OO0512                          STATION RECOVERY (1980)
 OO0512
 OO0512'RECOVERY NOTE BY MN DEPT OF TRANSP 1980
 OO0512'THE MARK WAS RECOVERED IN GOOD CONDITION AS DESCRIBED IN NGS LINE 105
 OO0512'MINN AND IS LOCATED AT THE JUNCTION OF INTERSTATE HIGHWAYS 90 AND 35
 OO0512'NORTH OF ALBERT LEA AND IS IN THE NW 1/4 OF SECTION 35, T103N, R21W.
 OO0512'THE MARK IS 28.1 FEET SOUTH OF AND 0.5 FOOT HIGHER THAN THE EASTBOUND
 OO0512'HIGHWAY 90 CENTERLINE IN THE ABUTMENT IN THE SOUTHEAST CORNER OF
 OO0512'BRIDGE NUMBER 24808 CARRYING HIGHWAY 90 OVER HIGHWAY 35.  THE MARK, A
 OO0512'STANDARD MNHD BENCH MARK DISK STAMPED---2480 BB 1969---, IS CEMENTED
 OO0512'IN A DRILL HOLE IN THE ABUTMENT.
 OO0512
 OO0512                          STATION RECOVERY (1986)
 OO0512
 OO0512'RECOVERY NOTE BY US POWER SQUADRON 1986 (RZ)
 OO0512'RECOVERED IN GOOD CONDITION.
 OO0512
 OO0512                          STATION RECOVERY (1990)
 OO0512
 OO0512'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990
 OO0512'IN ALBERT LEA, AT THE INTERSECTION OF INTERSTATE HIGHWAYS 90 AND 35
 OO0512'(EXIT 159), IN TOP OF AND 1.9 M (6.2 FT) NORTHWEST OF THE SOUTHEAST
 OO0512'END OF THE EAST CONCRETE ABUTMENT OF THE EASTBOUND HIGHWAY 90
 OO0512'OVERPASS OF HIGHWAY 35, 17.2 M (56.4 FT) EAST OF THE CENTERLINE OF
 OO0512'THE NORTHBOUND LANES OF HIGHWAY 35, 8.5 M (27.9 FT) SOUTH OF THE
 OO0512'CENTERLINE OF THE EASTBOUND LANES OF HIGHWAY 90, AND 0.3 M (1.0 FT)
 OO0512'ABOVE THE LEVEL OF HIGHWAY 90.
 OO0512
 OO0512                          STATION RECOVERY (2000)
 OO0512
 OO0512'RECOVERY NOTE BY MN DEPT OF TRANSP 2000 (WAS)
 OO0512'RECOVERED AS DESCRIBED.
 OO0512
 OO0512                          STATION RECOVERY (2011)
 OO0512
 OO0512'RECOVERY NOTE BY MN DEPT OF TRANSP 2011 (KMS)
 OO0512'THE MARK IS 3.4 MI (5.5 KM) NORTHEAST OF ALBERT LEA, IN SOUTHEAST
 OO0512'ABUTMENT OF EASTBOUND INTERSTATE HIGHWAY 90 BRIDGE NUMBER 24808 OVER
 OO0512'INTERSTATE HIGHWAY 35, 2.0 MI (3.2 KM) EAST ON INTERSTATE HIGHWAY 90
 OO0512'FROM THE JUNCTION OF INTERSTATE HIGHWAY 90 AND BRIDGE AVENUE, TAKE
 OO0512'EXIT 159B FOR INTERSTATE HIGHWAY 35 TOWARD TWIN CITIES, AT THE
 OO0512'JUNCTION OF INTERSTATE HIGHWAY 90 AND INTERSTATE HIGHWAY HIGHWAY 35,
 OO0512'6.2 FT (1.9 M) NORTHWEST OF SOUTHEAST END OF EAST CONCRETE ABUTMENT,
 OO0512'56.4 FT (17.2 M) EAST OF NORTHBOUND INTERSTATE HIGHWAY 35, 27.9 FT
 OO0512'(8.5 M) SOUTH OF EASTBOUND INTERSTATE HIGHWAY 90.
 OO0512
 OO0512                          STATION RECOVERY (2016)
 OO0512
 OO0512'RECOVERY NOTE BY MN DEPT OF TRANSP 2016 (KMS)
 OO0512'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 OO1457 ***********************************************************************
 OO1457  DESIGNATION -  2480 C
 OO1457  PID         -  OO1457
 OO1457  STATE/COUNTY-  MN/FREEBORN
 OO1457  COUNTRY     -  US
 OO1457  USGS QUAD   -  GLENVILLE (2019)
 OO1457
 OO1457                         *CURRENT SURVEY CONTROL
 OO1457  ______________________________________________________________________
 OO1457* NAD 83(1986) POSITION- 43 32 07.85   (N) 093 21 16.26   (W)   HD_HELD1
 OO1457* NAVD 88 ORTHO HEIGHT -   377.366 (meters)     1238.08  (feet) ADJUSTED
 OO1457  ______________________________________________________________________
 OO1457  GEOID HEIGHT    -        -29.303 (meters)                     GEOID18
 OO1457  DYNAMIC HEIGHT  -        377.268 (meters)     1237.75  (feet) COMP
 OO1457  MODELED GRAVITY -    980,349.4   (mgal)                       NAVD 88
 OO1457
 OO1457  VERT ORDER      -  SECOND    CLASS I
 OO1457
 OO1457.The horizontal coordinates were determined by differentially corrected
 OO1457.hand held GPS observations or other comparable positioning techniques
 OO1457.and have an estimated accuracy of +/- 3 meters.
 OO1457
 OO1457.The orthometric height was determined by differential leveling and
 OO1457.adjusted by the NATIONAL GEODETIC SURVEY
 OO1457.in June 1991.
 OO1457
 OO1457.Significant digits in the geoid height do not necessarily reflect accuracy.
 OO1457.GEOID18 height accuracy estimate available here.
 OO1457
 OO1457.Click photographs - Photos may exist for this station.
 OO1457
 OO1457.The dynamic height is computed by dividing the NAVD 88
 OO1457.geopotential number by the normal gravity value computed on the
 OO1457.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OO1457.degrees latitude (g = 980.6199 gals.).
 OO1457
 OO1457.The modeled gravity was interpolated from observed gravity values.
 OO1457
 OO1457;                    North         East    Units  Estimated Accuracy
 OO1457;SPC MN S     -   159,709.7     852,176.7     MT  (+/- 3 meters HH1 GPS) 
 OO1457
 OO1457_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVJ7135620346(NAD 83)
 OO1457
 OO1457                          SUPERSEDED SURVEY CONTROL
 OO1457
 OO1457.No superseded survey control is available for this station.
 OO1457
 OO1457_MARKER: DB = BENCH MARK DISK
 OO1457_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 OO1457_SP_SET: BRIDGE ABUTMENT
 OO1457_STAMPING: 2480 C 1973
 OO1457_MARK LOGO: MNHD
 OO1457_MAGNETIC: N = NO MAGNETIC MATERIAL
 OO1457_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OO1457_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 OO1457+SATELLITE: SATELLITE OBSERVATIONS - July 28, 2016
 OO1457
 OO1457  HISTORY     - Date     Condition        Report By
 OO1457  HISTORY     - 1973     MONUMENTED       MNHD
 OO1457  HISTORY     - 1980     GOOD             MNDT
 OO1457  HISTORY     - 20160728 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.
 OO1457
 OO1457                          STATION RECOVERY (2016)
 OO1457
 OO1457'RECOVERY NOTE BY MN DEPT OF TRANSP 2016 (MAS)
 OO1457'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 OO0578 ***********************************************************************
 OO0578  DESIGNATION -  2480 CC
 OO0578  PID         -  OO0578
 OO0578  STATE/COUNTY-  MN/FREEBORN
 OO0578  COUNTRY     -  US
 OO0578  USGS QUAD   -  ALBERT LEA EAST (2019)
 OO0578
 OO0578                         *CURRENT SURVEY CONTROL
 OO0578  ______________________________________________________________________
 OO0578* NAD 83(1986) POSITION- 43 41 41.28   (N) 093 19 09.08   (W)   HD_HELD1
 OO0578* NAVD 88 ORTHO HEIGHT -   397.643 (meters)     1304.60  (feet) ADJUSTED
 OO0578  ______________________________________________________________________
 OO0578  GEOID HEIGHT    -        -29.140 (meters)                     GEOID18
 OO0578  DYNAMIC HEIGHT  -        397.551 (meters)     1304.30  (feet) COMP
 OO0578  MODELED GRAVITY -    980,376.2   (mgal)                       NAVD 88
 OO0578
 OO0578  VERT ORDER      -  SECOND    CLASS I
 OO0578
 OO0578.The horizontal coordinates were determined by differentially corrected
 OO0578.hand held GPS observations or other comparable positioning techniques
 OO0578.and have an estimated accuracy of +/- 3 meters.
 OO0578
 OO0578.The orthometric height was determined by differential leveling and
 OO0578.adjusted by the NATIONAL GEODETIC SURVEY
 OO0578.in July 2008.
 OO0578
 OO0578.Significant digits in the geoid height do not necessarily reflect accuracy.
 OO0578.GEOID18 height accuracy estimate available here.
 OO0578
 OO0578.Click photographs - Photos may exist for this station.
 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     -   177,430.4     854,884.9     MT  (+/- 3 meters HH1 GPS) 
 OO0578
 OO0578_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVJ7427838025(NAD 83)
 OO0578
 OO0578                          SUPERSEDED SURVEY CONTROL
 OO0578
 OO0578  NAVD 88 (06/15/91)  397.655  (m)         1304.64   (f) SUPERSEDED  2 0
 OO0578  NGVD 29 (??/??/92)  397.635  (m)         1304.57   (f) ADJ UNCH    2 0
 OO0578
 OO0578.Superseded values are not recommended for survey control.
 OO0578
 OO0578.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OO0578.See file dsdata.pdf to determine how the superseded data were derived.
 OO0578
 OO0578_MARKER: DB = BENCH MARK DISK
 OO0578_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 OO0578_SP_SET: BRIDGE ABUTMENT
 OO0578_STAMPING: 2480 CC 1969
 OO0578_MARK LOGO: MNHD
 OO0578_MAGNETIC: N = NO MAGNETIC MATERIAL
 OO0578_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OO0578_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 OO0578+SATELLITE: SATELLITE OBSERVATIONS - June 29, 2016
 OO0578
 OO0578  HISTORY     - Date     Condition        Report By
 OO0578  HISTORY     - 19690401 MONUMENTED       MNHD
 OO0578  HISTORY     - 1986     GOOD             USPSQD
 OO0578  HISTORY     - 20000907 GOOD             MNDT
 OO0578  HISTORY     - 20110926 GOOD             MNDT
 OO0578  HISTORY     - 20160629 GOOD             MNDT
 OO0578
 OO0578                          STATION DESCRIPTION
 OO0578
 OO0578'DESCRIBED BY MN HIGHWAY DEPT 1969
 OO0578'4.7 MI S FROM CLARKS GROVE.
 OO0578'MARK IS LOCATED 0.5 MILES EAST OF T.H. 65 AT CLARKS GROVE ALONG T.H.
 OO0578'251, THENCE SOUTH 4.7 MILES ALONG FAI 90, IN THE SOUTHEAST CORNER OF
 OO0578'BRIDGE NO. 24835, COUNTY ROAD 23 OVER FAI 35.  SW 1/4 SECTION 26, T
 OO0578'103N, R 21W.  NOTE-- MARK IS ALSO 0.7 MILES NORTH OF THE JUNCTION OF
 OO0578'FAI 90 AND FAI 35.
 OO0578
 OO0578                          STATION RECOVERY (1986)
 OO0578
 OO0578'RECOVERY NOTE BY US POWER SQUADRON 1986 (TZ)
 OO0578'RECOVERED IN GOOD CONDITION.
 OO0578
 OO0578                          STATION RECOVERY (2000)
 OO0578
 OO0578'RECOVERY NOTE BY MN DEPT OF TRANSP 2000 (WAS)
 OO0578'A NEW DESCRIPTION FOLLOWS.  THE MARK IS 0.7 MI (1.1 KM) NORTH OF THE
 OO0578'JUNCTION OF FAI 90 AND FAI 35 NEAR ALBERT LEATHER, IN SOUTHEAST CORNER
 OO0578'OF COUNTY ROAD 23 BRIDGE 24835 OVER FAI 35, AT FAI 35 MILEPOST 13.25,
 OO0578'19.7 FT (6.0 M) SOUTH OF COUNTY ROAD 23.
 OO0578
 OO0578                          STATION RECOVERY (2011)
 OO0578
 OO0578'RECOVERY NOTE BY MN DEPT OF TRANSP 2011 (KMS)
 OO0578'4.0 MI (6.4 KM) NORTHEAST OF ALBERT LEA, 0.7 MI (1.1 KM) NORTH ON
 OO0578'INTERSTATE HIGHWAY 35  FROM THE JUNCTION OF INTERSTATE HIGHWAY 90 AND
 OO0578'INTERSTATE HIGHWAY 35 NEAR ALBERT LEA, IN SOUTHEAST CORNER OF COUNTY
 OO0578'ROAD 23 BRIDGE NUMBER 24835 OVER INTERSTATE HIGHWAY 35.
 OO0578
 OO0578                          STATION RECOVERY (2016)
 OO0578
 OO0578'RECOVERY NOTE BY MN DEPT OF TRANSP 2016 (MAS)
 OO0578'THE MARK IS LOCATED ABOUT 4.0 MI (6.4 KM) NORTHEAST OF ALBERT LEA, IN
 OO0578'BRIDGE ABUTMENT IN SOUTHEAST CORNER OF COUNTY ROAD 23 BRIDGE NUMBER
 OO0578'24835 OVER INTERSTATE HIGHWAY 35, 19.0 FT (5.8 M) SOUTH OF COUNTY ROAD
 OO0578'23.  0.7 MI (1.1 KM) NORTH ALONG INTERSTATE HIGHWAY 35 FROM THE
 OO0578'JUNCTION OF INTERSTATE HIGHWAY 90 AND INTERSTATE HIGHWAY 35 (THE
 OO0578'JUNCTION IS 3.0 MI (4.8 KM) NORTHEAST OF ALBERT LEA).
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 OO1458 ***********************************************************************
 OO1458  DESIGNATION -  2480 D
 OO1458  PID         -  OO1458
 OO1458  STATE/COUNTY-  MN/FREEBORN
 OO1458  COUNTRY     -  US
 OO1458  USGS QUAD   -  GLENVILLE (2019)
 OO1458
 OO1458                         *CURRENT SURVEY CONTROL
 OO1458  ______________________________________________________________________
 OO1458* NAD 83(1986) POSITION- 43 32 21.50   (N) 093 21 16.81   (W)   HD_HELD1
 OO1458* NAVD 88 ORTHO HEIGHT -   371.983 (meters)     1220.41  (feet) ADJUSTED
 OO1458  ______________________________________________________________________
 OO1458  GEOID HEIGHT    -        -29.304 (meters)                     GEOID18
 OO1458  DYNAMIC HEIGHT  -        371.886 (meters)     1220.10  (feet) COMP
 OO1458  MODELED GRAVITY -    980,350.0   (mgal)                       NAVD 88
 OO1458
 OO1458  VERT ORDER      -  SECOND    CLASS I
 OO1458
 OO1458.The horizontal coordinates were determined by differentially corrected
 OO1458.hand held GPS observations or other comparable positioning techniques
 OO1458.and have an estimated accuracy of +/- 3 meters.
 OO1458
 OO1458.The orthometric height was determined by differential leveling and
 OO1458.adjusted by the NATIONAL GEODETIC SURVEY
 OO1458.in June 1991.
 OO1458
 OO1458.Significant digits in the geoid height do not necessarily reflect accuracy.
 OO1458.GEOID18 height accuracy estimate available here.
 OO1458
 OO1458.Click photographs - Photos may exist for this station.
 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     -   160,130.9     852,161.0     MT  (+/- 3 meters HH1 GPS) 
 OO1458
 OO1458_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVJ7134520767(NAD 83)
 OO1458
 OO1458                          SUPERSEDED SURVEY CONTROL
 OO1458
 OO1458.No superseded survey control is available for this station.
 OO1458
 OO1458_MARKER: DB = BENCH MARK DISK
 OO1458_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 OO1458_SP_SET: BRIDGE ABUTMENT
 OO1458_STAMPING: 2480 D 1973
 OO1458_MARK LOGO: MNHD
 OO1458_MAGNETIC: N = NO MAGNETIC MATERIAL
 OO1458_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OO1458_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 OO1458+SATELLITE: SATELLITE OBSERVATIONS - July 28, 2016
 OO1458
 OO1458  HISTORY     - Date     Condition        Report By
 OO1458  HISTORY     - 1973     MONUMENTED       MNHD
 OO1458  HISTORY     - 1980     GOOD             MNDT
 OO1458  HISTORY     - 20160728 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.
 OO1458
 OO1458                          STATION RECOVERY (2016)
 OO1458
 OO1458'RECOVERY NOTE BY MN DEPT OF TRANSP 2016 (MAS)
 OO1458'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 OO1459 ***********************************************************************
 OO1459  DESIGNATION -  2480 E
 OO1459  PID         -  OO1459
 OO1459  STATE/COUNTY-  MN/FREEBORN
 OO1459  COUNTRY     -  US
 OO1459  USGS QUAD   -  GLENVILLE (2019)
 OO1459
 OO1459                         *CURRENT SURVEY CONTROL
 OO1459  ______________________________________________________________________
 OO1459* NAD 83(1986) POSITION- 43 32 53.78   (N) 093 21 31.53   (W)   HD_HELD1
 OO1459* NAVD 88 ORTHO HEIGHT -   380.539 (meters)     1248.48  (feet) ADJUSTED
 OO1459  ______________________________________________________________________
 OO1459  GEOID HEIGHT    -        -29.312 (meters)                     GEOID18
 OO1459  DYNAMIC HEIGHT  -        380.441 (meters)     1248.16  (feet) COMP
 OO1459  MODELED GRAVITY -    980,350.0   (mgal)                       NAVD 88
 OO1459
 OO1459  VERT ORDER      -  SECOND    CLASS I
 OO1459
 OO1459.The horizontal coordinates were determined by differentially corrected
 OO1459.hand held GPS observations or other comparable positioning techniques
 OO1459.and have an estimated accuracy of +/- 3 meters.
 OO1459
 OO1459.The orthometric height was determined by differential leveling and
 OO1459.adjusted by the NATIONAL GEODETIC SURVEY
 OO1459.in June 1991.
 OO1459
 OO1459.Significant digits in the geoid height do not necessarily reflect accuracy.
 OO1459.GEOID18 height accuracy estimate available here.
 OO1459
 OO1459.Click photographs - Photos may exist for this station.
 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     -   161,124.6     851,822.7     MT  (+/- 3 meters HH1 GPS) 
 OO1459
 OO1459_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVJ7101921764(NAD 83)
 OO1459
 OO1459                          SUPERSEDED SURVEY CONTROL
 OO1459
 OO1459.No superseded survey control is available for this station.
 OO1459
 OO1459_MARKER: DB = BENCH MARK DISK
 OO1459_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 OO1459_STAMPING: 2480 E 1973
 OO1459_MARK LOGO: MNHD
 OO1459_PROJECTION: FLUSH
 OO1459_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 OO1459_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OO1459_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OO1459+SATELLITE: SATELLITE OBSERVATIONS - July 28, 2016
 OO1459
 OO1459  HISTORY     - Date     Condition        Report By
 OO1459  HISTORY     - 1973     MONUMENTED       MNHD
 OO1459  HISTORY     - 1980     GOOD             MNDT
 OO1459  HISTORY     - 20160728 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.
 OO1459
 OO1459                          STATION RECOVERY (2016)
 OO1459
 OO1459'RECOVERY NOTE BY MN DEPT OF TRANSP 2016 (MAS)
 OO1459'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 OO1446 ***********************************************************************
 OO1446  DESIGNATION -  2480 F
 OO1446  PID         -  OO1446
 OO1446  STATE/COUNTY-  MN/FREEBORN
 OO1446  COUNTRY     -  US
 OO1446  USGS QUAD   -  GLENVILLE (2019)
 OO1446
 OO1446                         *CURRENT SURVEY CONTROL
 OO1446  ______________________________________________________________________
 OO1446* NAD 83(1986) POSITION- 43 34 30.54   (N) 093 21 29.71   (W)   HD_HELD1
 OO1446* NAVD 88 ORTHO HEIGHT -   389.527 (meters)     1277.97  (feet) ADJUSTED
 OO1446  ______________________________________________________________________
 OO1446  GEOID HEIGHT    -        -29.305 (meters)                     GEOID18
 OO1446  DYNAMIC HEIGHT  -        389.427 (meters)     1277.65  (feet) COMP
 OO1446  MODELED GRAVITY -    980,353.6   (mgal)                       NAVD 88
 OO1446
 OO1446  VERT ORDER      -  SECOND    CLASS I
 OO1446
 OO1446.The horizontal coordinates were determined by differentially corrected
 OO1446.hand held GPS observations or other comparable positioning techniques
 OO1446.and have an estimated accuracy of +/- 3 meters.
 OO1446
 OO1446.The orthometric height was determined by differential leveling and
 OO1446.adjusted by the NATIONAL GEODETIC SURVEY
 OO1446.in May 2019.
 OO1446
 OO1446.Significant digits in the geoid height do not necessarily reflect accuracy.
 OO1446.GEOID18 height accuracy estimate available here.
 OO1446
 OO1446.Click photographs - Photos may exist for this station.
 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     -   164,111.2     851,840.1     MT  (+/- 3 meters HH1 GPS) 
 OO1446
 OO1446_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVJ7107324749(NAD 83)
 OO1446
 OO1446                          SUPERSEDED SURVEY CONTROL
 OO1446
 OO1446  NAVD 88 (06/15/91)  389.533  (m)         1277.99   (f) SUPERSEDED  2 1
 OO1446
 OO1446.Superseded values are not recommended for survey control.
 OO1446
 OO1446.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OO1446.See file dsdata.pdf to determine how the superseded data were derived.
 OO1446
 OO1446_MARKER: DB = BENCH MARK DISK
 OO1446_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 OO1446_SP_SET: BRIDGE ABUTMENT
 OO1446_STAMPING: 2480 F 1973
 OO1446_MARK LOGO: MNHD
 OO1446_MAGNETIC: N = NO MAGNETIC MATERIAL
 OO1446_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OO1446_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 OO1446+SATELLITE: SATELLITE OBSERVATIONS - July 27, 2016
 OO1446
 OO1446  HISTORY     - Date     Condition        Report By
 OO1446  HISTORY     - 1973     MONUMENTED       MNHD
 OO1446  HISTORY     - 1980     GOOD             MNDT
 OO1446  HISTORY     - 20160727 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.
 OO1446
 OO1446                          STATION RECOVERY (2016)
 OO1446
 OO1446'RECOVERY NOTE BY MN DEPT OF TRANSP 2016 (MAS)
 OO1446'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 OO1437 ***********************************************************************
 OO1437  DESIGNATION -  2480 G
 OO1437  PID         -  OO1437
 OO1437  STATE/COUNTY-  MN/FREEBORN
 OO1437  COUNTRY     -  US
 OO1437  USGS QUAD   -  GLENVILLE (2019)
 OO1437
 OO1437                         *CURRENT SURVEY CONTROL
 OO1437  ______________________________________________________________________
 OO1437* NAD 83(1986) POSITION- 43 36 40.81   (N) 093 20 32.31   (W)   HD_HELD1
 OO1437* NAVD 88 ORTHO HEIGHT -   398.570 (meters)     1307.64  (feet) ADJUSTED
 OO1437  ______________________________________________________________________
 OO1437  GEOID HEIGHT    -        -29.257 (meters)                     GEOID18
 OO1437  DYNAMIC HEIGHT  -        398.472 (meters)     1307.32  (feet) COMP
 OO1437  MODELED GRAVITY -    980,361.0   (mgal)                       NAVD 88
 OO1437
 OO1437  VERT ORDER      -  SECOND    CLASS I
 OO1437
 OO1437.The horizontal coordinates were determined by differentially corrected
 OO1437.hand held GPS observations or other comparable positioning techniques
 OO1437.and have an estimated accuracy of +/- 3 meters.
 OO1437
 OO1437.The orthometric height was determined by differential leveling and
 OO1437.adjusted by the NATIONAL GEODETIC SURVEY
 OO1437.in May 2016.
 OO1437
 OO1437.Significant digits in the geoid height do not necessarily reflect accuracy.
 OO1437.GEOID18 height accuracy estimate available here.
 OO1437
 OO1437.Click photographs - Photos may exist for this station.
 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     -   168,141.9     853,095.7     MT  (+/- 3 meters HH1 GPS) 
 OO1437
 OO1437_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVJ7237728763(NAD 83)
 OO1437
 OO1437                          SUPERSEDED SURVEY CONTROL
 OO1437
 OO1437  NAVD 88 (06/15/91)  398.589  (m)         1307.70   (f) SUPERSEDED  2 1
 OO1437
 OO1437.Superseded values are not recommended for survey control.
 OO1437
 OO1437.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OO1437.See file dsdata.pdf to determine how the superseded data were derived.
 OO1437
 OO1437_MARKER: DB = BENCH MARK DISK
 OO1437_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 OO1437_SP_SET: BRIDGE ABUTMENT
 OO1437_STAMPING: 2480 G 1973
 OO1437_MARK LOGO: MNHD
 OO1437_MAGNETIC: N = NO MAGNETIC MATERIAL
 OO1437_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OO1437_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 OO1437+SATELLITE: SATELLITE OBSERVATIONS - July 27, 2016
 OO1437
 OO1437  HISTORY     - Date     Condition        Report By
 OO1437  HISTORY     - 19730401 MONUMENTED       MNHD
 OO1437  HISTORY     - 1980     GOOD             MNDT
 OO1437  HISTORY     - 20130625 GOOD             MNDT
 OO1437  HISTORY     - 20160727 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.
 OO1437
 OO1437                          STATION RECOVERY (2013)
 OO1437
 OO1437'RECOVERY NOTE BY MN DEPT OF TRANSP 2013 (KMS)
 OO1437'RECOVERED AS DESCRIBED.
 OO1437
 OO1437                          STATION RECOVERY (2016)
 OO1437
 OO1437'RECOVERY NOTE BY MN DEPT OF TRANSP 2016 (MAA)
 OO1437'THE MARK IS LOCATED ABOUT 3.1 MI (5.0 KM) SOUTHEAST OF ALBERT LEA, AT
 OO1437'SOUTH JUNCTION INTERSTATE HIGHWAY 35 AND TRUNK HIGHWAY 65 (JUNCTION IS
 OO1437'3.0 MI (4.8 KM) SOUTHEAST OF ALBERT LEA), AT INTERSTATE HIGHWAY 35
 OO1437'MILE POINT 7.90, AT THE JUNCTION OF INTERSTATE HIGHWAY 35 AND TRUNK
 OO1437'HIGHWAY 65, IN SOUTHWEST CORNER OF NORTHBOUND INTERSTATE HIGHWAY 35
 OO1437'BRIDGE NUMBER 24826 OVER TRUNK HIGHWAY 65 AND RAILROAD, 33.8 FT (10.3
 OO1437'M) SOUTHEAST OF NORTHBOUND INTERSTATE HIGHWAY 35.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 OO0571 ***********************************************************************
 OO0571  DESIGNATION -  2480 GG
 OO0571  PID         -  OO0571
 OO0571  STATE/COUNTY-  MN/FREEBORN
 OO0571  COUNTRY     -  US
 OO0571  USGS QUAD   -  ALBERT LEA EAST (2019)
 OO0571
 OO0571                         *CURRENT SURVEY CONTROL
 OO0571  ______________________________________________________________________
 OO0571* NAD 83(1986) POSITION- 43 44 44.84   (N) 093 19 04.69   (W)   HD_HELD1
 OO0571* NAVD 88 ORTHO HEIGHT -   404.054 (meters)     1325.63  (feet) ADJUSTED
 OO0571  ______________________________________________________________________
 OO0571  GEOID HEIGHT    -        -29.075 (meters)                     GEOID18
 OO0571  DYNAMIC HEIGHT  -        403.964 (meters)     1325.34  (feet) COMP
 OO0571  MODELED GRAVITY -    980,384.8   (mgal)                       NAVD 88
 OO0571
 OO0571  VERT ORDER      -  SECOND    CLASS I
 OO0571
 OO0571.The horizontal coordinates were determined by differentially corrected
 OO0571.hand held GPS observations or other comparable positioning techniques
 OO0571.and have an estimated accuracy of +/- 3 meters.
 OO0571
 OO0571.The orthometric height was determined by differential leveling and
 OO0571.adjusted by the NATIONAL GEODETIC SURVEY
 OO0571.in June 1991.
 OO0571
 OO0571.Significant digits in the geoid height do not necessarily reflect accuracy.
 OO0571.GEOID18 height accuracy estimate available here.
 OO0571
 OO0571.Click photographs - Photos may exist for this station.
 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     -   183,096.4     854,935.9     MT  (+/- 3 meters HH1 GPS) 
 OO0571
 OO0571_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVJ7439843687(NAD 83)
 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
 OO0571.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OO0571.See file dsdata.pdf to determine how the superseded data were derived.
 OO0571
 OO0571_MARKER: DB = BENCH MARK DISK
 OO0571_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 OO0571_STAMPING: 2480 GG 1969
 OO0571_MARK LOGO: MNHD
 OO0571_PROJECTION: PROJECTING 8 CENTIMETERS
 OO0571_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 OO0571_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OO0571_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 OO0571+SATELLITE: SATELLITE OBSERVATIONS - August 01, 2016
 OO0571
 OO0571  HISTORY     - Date     Condition        Report By
 OO0571  HISTORY     - 19690401 MONUMENTED       MNHD
 OO0571  HISTORY     - 20000907 GOOD             MNDT
 OO0571  HISTORY     - 20130618 GOOD             MNDT
 OO0571  HISTORY     - 20160801 GOOD             MNDT
 OO0571
 OO0571                          STATION DESCRIPTION
 OO0571
 OO0571'DESCRIBED BY MN HIGHWAY DEPT 1969
 OO0571'1.2 MI S FROM CLARKS GROVE.
 OO0571'MARK IS LOCATED 0.5 MILES EAST OF T.H. 65 AT CLARKS GROVE, ALONG T.H.
 OO0571'261, THENCE 1.2 MILES SOUTH ALONG FAI 35, 30 FEET NORTH OF A TOWNSHIP
 OO0571'ROAD CENTERLINE (DEAD-END) ALONG THE EAST RIGHT OF WAY OF FAI 35, 1
 OO0571'FOOT EAST OF STEEL WITNESS POST, IN A 6 FOOT PRE-CAST CONCRETE
 OO0571'MONUMENT PROJECTING ABOUT 3 INCHES ABOVE GROUND.  SW 1/4 SECTION 2, T
 OO0571'103N, R 21W.
 OO0571
 OO0571                          STATION RECOVERY (2000)
 OO0571
 OO0571'RECOVERY NOTE BY MN DEPT OF TRANSP 2000 (WAS)
 OO0571'A NEW DESCRIPTION FOLLOWS.  THE MARK IS 1.2 MI (1.9 KM) SOUTH ALONG
 OO0571'FAI 35 FROM THE JUNCTION OF TH 251 AND FAI 35 AT CLARKS GROVE, 4.3 MI
 OO0571'(6.9 KM) NORTH OF THE JUNCTION OF FAI 35 AND FAI 90, AT FAI 35
 OO0571'MILEPOST 17.55,
 OO0571'
 OO0571'257 FT (78.3 M) EAST OF THE CENTERLINE OF NORTHBOUND FAI 35, 157.1 FT
 OO0571'(47.9 M) EAST OF RIGHT-OF-WAY FENCE, 30 FT (9.1 M) NORTH OF DEAD END
 OO0571'TOWNSHIP ROAD, 3.4 FT (1.0 M) SOUTH OF END OF A NORTH-SOUTH FENCE, 2.0
 OO0571'FT (0.6 M) EAST OF A WITNESS POST.
 OO0571
 OO0571                          STATION RECOVERY (2013)
 OO0571
 OO0571'RECOVERY NOTE BY MN DEPT OF TRANSP 2013 (KMS)
 OO0571'1.4 MI (2.3 KM) SOUTH OF CLARKS GROVE, 1.2 MI (1.9 KM) SOUTH ALONG
 OO0571'INTERSTATE HIGHWAY 35  FROM THE JUNCTION OF INTERSTATE HIGHWAY 35 AND
 OO0571'TRUNK HIGHWAY 251 IN CLARKS GROVE, 256 FT (78.0 M) EAST OF NORTHBOUND
 OO0571'INTERSTATE HIGHWAY 35, 30 FT (9.1 M) NORTH OF DEAD END TOWNSHIP ROAD
 OO0571'TO EAST OF INTERSTATE HIGHWAY 35 RIGHT-OF-WAY, 2.0 FT (0.6 M) NORTH OF
 OO0571'A WITNESS POST.
 OO0571
 OO0571                          STATION RECOVERY (2016)
 OO0571
 OO0571'RECOVERY NOTE BY MN DEPT OF TRANSP 2016 (KMS)
 OO0571'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 OO1435 ***********************************************************************
 OO1435  DESIGNATION -  2480 H
 OO1435  PID         -  OO1435
 OO1435  STATE/COUNTY-  MN/FREEBORN
 OO1435  COUNTRY     -  US
 OO1435  USGS QUAD   -  GLENVILLE (2019)
 OO1435
 OO1435                         *CURRENT SURVEY CONTROL
 OO1435  ______________________________________________________________________
 OO1435* NAD 83(1986) POSITION- 43 37 27.61   (N) 093 19 48.99   (W)   HD_HELD1
 OO1435* NAVD 88 ORTHO HEIGHT -   383.133 (meters)     1257.00  (feet) ADJUSTED
 OO1435  ______________________________________________________________________
 OO1435  GEOID HEIGHT    -        -29.225 (meters)                     GEOID18
 OO1435  DYNAMIC HEIGHT  -        383.040 (meters)     1256.69  (feet) COMP
 OO1435  MODELED GRAVITY -    980,364.6   (mgal)                       NAVD 88
 OO1435
 OO1435  VERT ORDER      -  SECOND    CLASS I
 OO1435
 OO1435.The horizontal coordinates were determined by differentially corrected
 OO1435.hand held GPS observations or other comparable positioning techniques
 OO1435.and have an estimated accuracy of +/- 3 meters.
 OO1435
 OO1435.The orthometric height was determined by differential leveling and
 OO1435.adjusted by the NATIONAL GEODETIC SURVEY
 OO1435.in May 2019.
 OO1435
 OO1435.Significant digits in the geoid height do not necessarily reflect accuracy.
 OO1435.GEOID18 height accuracy estimate available here.
 OO1435
 OO1435.Click photographs - Photos may exist for this station.
 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     -   169,594.2     854,055.3     MT  (+/- 3 meters HH1 GPS) 
 OO1435
 OO1435_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVJ7335330203(NAD 83)
 OO1435
 OO1435                          SUPERSEDED SURVEY CONTROL
 OO1435
 OO1435  NAVD 88 (06/15/91)  383.129  (m)         1256.98   (f) SUPERSEDED  2 1
 OO1435
 OO1435.Superseded values are not recommended for survey control.
 OO1435
 OO1435.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OO1435.See file dsdata.pdf to determine how the superseded data were derived.
 OO1435
 OO1435_MARKER: DB = BENCH MARK DISK
 OO1435_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 OO1435_SP_SET: BRIDGE ABUTMENT
 OO1435_STAMPING: 2480 H 1973
 OO1435_MARK LOGO: MNHD
 OO1435_MAGNETIC: N = NO MAGNETIC MATERIAL
 OO1435_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OO1435_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 OO1435+SATELLITE: SATELLITE OBSERVATIONS - July 27, 2016
 OO1435
 OO1435  HISTORY     - Date     Condition        Report By
 OO1435  HISTORY     - 1973     MONUMENTED       MNHD
 OO1435  HISTORY     - 1980     GOOD             MNDT
 OO1435  HISTORY     - 20160727 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.
 OO1435
 OO1435                          STATION RECOVERY (2016)
 OO1435
 OO1435'RECOVERY NOTE BY MN DEPT OF TRANSP 2016 (MAS)
 OO1435'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 OO0567 ***********************************************************************
 OO0567  DESIGNATION -  2480 HH
 OO0567  PID         -  OO0567
 OO0567  STATE/COUNTY-  MN/FREEBORN
 OO0567  COUNTRY     -  US
 OO0567  USGS QUAD   -  ELLENDALE (2019)
 OO0567
 OO0567                         *CURRENT SURVEY CONTROL
 OO0567  ______________________________________________________________________
 OO0567* NAD 83(1986) POSITION- 43 45 45.36   (N) 093 18 51.47   (W)   HD_HELD1
 OO0567* NAVD 88 ORTHO HEIGHT -   398.580 (meters)     1307.67  (feet) ADJUSTED
 OO0567  ______________________________________________________________________
 OO0567  GEOID HEIGHT    -        -29.045 (meters)                     GEOID18
 OO0567  DYNAMIC HEIGHT  -        398.493 (meters)     1307.39  (feet) COMP
 OO0567  MODELED GRAVITY -    980,389.0   (mgal)                       NAVD 88
 OO0567
 OO0567  VERT ORDER      -  SECOND    CLASS I
 OO0567
 OO0567.The horizontal coordinates were determined by differentially corrected
 OO0567.hand held GPS observations or other comparable positioning techniques
 OO0567.and have an estimated accuracy of +/- 3 meters.
 OO0567
 OO0567.The orthometric height was determined by differential leveling and
 OO0567.adjusted by the NATIONAL GEODETIC SURVEY
 OO0567.in July 2008.
 OO0567
 OO0567.Significant digits in the geoid height do not necessarily reflect accuracy.
 OO0567.GEOID18 height accuracy estimate available here.
 OO0567
 OO0567.Click photographs - Photos may exist for this station.
 OO0567
 OO0567.The dynamic height is computed by dividing the NAVD 88
 OO0567.geopotential number by the normal gravity value computed on the
 OO0567.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OO0567.degrees latitude (g = 980.6199 gals.).
 OO0567
 OO0567.The modeled gravity was interpolated from observed gravity values.
 OO0567
 OO0567;                    North         East    Units  Estimated Accuracy
 OO0567;SPC MN S     -   184,966.6     855,216.0     MT  (+/- 3 meters HH1 GPS) 
 OO0567
 OO0567_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVJ7470145553(NAD 83)
 OO0567
 OO0567                          SUPERSEDED SURVEY CONTROL
 OO0567
 OO0567  NAVD 88 (06/15/91)  398.593  (m)         1307.72   (f) SUPERSEDED  2 0
 OO0567  NGVD 29 (??/??/92)  398.581  (m)         1307.68   (f) ADJ UNCH    2 0
 OO0567
 OO0567.Superseded values are not recommended for survey control.
 OO0567
 OO0567.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OO0567.See file dsdata.pdf to determine how the superseded data were derived.
 OO0567
 OO0567_MARKER: DB = BENCH MARK DISK
 OO0567_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 OO0567_SP_SET: BRIDGE ABUTMENT
 OO0567_STAMPING: 2480 HH 1969
 OO0567_MARK LOGO: MNHD
 OO0567_MAGNETIC: N = NO MAGNETIC MATERIAL
 OO0567_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OO0567_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 OO0567+SATELLITE: SATELLITE OBSERVATIONS - August 01, 2016
 OO0567
 OO0567  HISTORY     - Date     Condition        Report By
 OO0567  HISTORY     - 19690401 MONUMENTED       MNHD
 OO0567  HISTORY     - 1986     GOOD             USPSQD
 OO0567  HISTORY     - 20000907 GOOD             MNDT
 OO0567  HISTORY     - 20130618 GOOD             MNDT
 OO0567  HISTORY     - 20160801 GOOD             MNDT
 OO0567
 OO0567                          STATION DESCRIPTION
 OO0567
 OO0567'DESCRIBED BY MN HIGHWAY DEPT 1969
 OO0567'0.5 MI E FROM CLARKS GROVE.
 OO0567'MARK IS LOCATED 0.5 MILES EAST OF THE JUNCTION OF T.H. 65 AND T.H. 251
 OO0567'AT CLARKS GROVE, IN THE SOUTHEAST CORNER OF BRIDGE NO. 24801, T.H. 251
 OO0567'OVER FAI 35.  SE 1/4 SECTION 35, T 104N, R 21W.
 OO0567
 OO0567                          STATION RECOVERY (1986)
 OO0567
 OO0567'RECOVERY NOTE BY US POWER SQUADRON 1986 (TZ)
 OO0567'RECOVERED IN GOOD CONDITION.
 OO0567
 OO0567                          STATION RECOVERY (2000)
 OO0567
 OO0567'RECOVERY NOTE BY MN DEPT OF TRANSP 2000 (WAS)
 OO0567'A NEW DESCRIPTION FOLLOWS.  THE MARK IS AT THE JUNCTION OF TH 251 AND
 OO0567'FAI 35 AT CLARKS GROVE, IN SOUTHEAST CORNER OF TH 251 BRIDGE 24801
 OO0567'OVER FAI 35, AT FAI 35 MILEPOST 18.80.
 OO0567
 OO0567                          STATION RECOVERY (2013)
 OO0567
 OO0567'RECOVERY NOTE BY MN DEPT OF TRANSP 2013 (KMS)
 OO0567'RECOVERED AS DESCRIBED.
 OO0567
 OO0567                          STATION RECOVERY (2016)
 OO0567
 OO0567'RECOVERY NOTE BY MN DEPT OF TRANSP 2016 (KMS)
 OO0567'THE MARK IS LOCATED ABOUT 0.5 MI (0.8 KM) EAST OF CLARKS GROVE, AT THE
 OO0567'JUNCTION OF TRUNK HIGHWAY 251 AND INTERSTATE HIGHWAY 35, IN SOUTHEAST
 OO0567'CORNER OF TRUNK HIGHWAY 251 BRIDGE NUMBER 24801 OVER INTERSTATE
 OO0567'HIGHWAY 35.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 OO1434 ***********************************************************************
 OO1434  DESIGNATION -  2480 J
 OO1434  PID         -  OO1434
 OO1434  STATE/COUNTY-  MN/FREEBORN
 OO1434  COUNTRY     -  US
 OO1434  USGS QUAD   -  ALBERT LEA EAST (2019)
 OO1434
 OO1434                         *CURRENT SURVEY CONTROL
 OO1434  ______________________________________________________________________
 OO1434* NAD 83(1986) POSITION- 43 37 33.28   (N) 093 19 46.38   (W)   HD_HELD1
 OO1434* NAVD 88 ORTHO HEIGHT -   375.508 (meters)     1231.98  (feet) ADJUSTED
 OO1434  ______________________________________________________________________
 OO1434  GEOID HEIGHT    -        -29.222 (meters)                     GEOID18
 OO1434  DYNAMIC HEIGHT  -        375.416 (meters)     1231.68  (feet) COMP
 OO1434  MODELED GRAVITY -    980,365.0   (mgal)                       NAVD 88
 OO1434
 OO1434  VERT ORDER      -  SECOND    CLASS I
 OO1434
 OO1434.The horizontal coordinates were determined by differentially corrected
 OO1434.hand held GPS observations or other comparable positioning techniques
 OO1434.and have an estimated accuracy of +/- 3 meters.
 OO1434
 OO1434.The orthometric height was determined by differential leveling and
 OO1434.adjusted by the NATIONAL GEODETIC SURVEY
 OO1434.in May 2019.
 OO1434
 OO1434.Significant digits in the geoid height do not necessarily reflect accuracy.
 OO1434.GEOID18 height accuracy estimate available here.
 OO1434
 OO1434.Click photographs - Photos may exist for this station.
 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     -   169,769.6     854,112.4     MT  (+/- 3 meters HH1 GPS) 
 OO1434
 OO1434_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVJ7341330377(NAD 83)
 OO1434
 OO1434                          SUPERSEDED SURVEY CONTROL
 OO1434
 OO1434  NAVD 88 (06/15/91)  375.503  (m)         1231.96   (f) SUPERSEDED  2 1
 OO1434
 OO1434.Superseded values are not recommended for survey control.
 OO1434
 OO1434.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OO1434.See file dsdata.pdf to determine how the superseded data were derived.
 OO1434
 OO1434_MARKER: DB = BENCH MARK DISK
 OO1434_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 OO1434_SP_SET: BRIDGE ABUTMENT
 OO1434_STAMPING: 2480 J 1973
 OO1434_MARK LOGO: MNHD
 OO1434_MAGNETIC: N = NO MAGNETIC MATERIAL
 OO1434_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OO1434_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 OO1434+SATELLITE: SATELLITE OBSERVATIONS - July 27, 2016
 OO1434
 OO1434  HISTORY     - Date     Condition        Report By
 OO1434  HISTORY     - 19730401 MONUMENTED       MNHD
 OO1434  HISTORY     - 1980     GOOD             MNDT
 OO1434  HISTORY     - 20160727 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.
 OO1434
 OO1434                          STATION RECOVERY (2016)
 OO1434
 OO1434'RECOVERY NOTE BY MN DEPT OF TRANSP 2016 (MAS)
 OO1434'THE MARK IS LOCATED ABOUT 2.8 MI (4.5 KM) SOUTHEAST OF ALBERT LEA.
 OO1434'
 OO1434'TO REACH THE MARK GO 1.2 MI (1.9 KM) NORTH ON INTERSTATE HIGHWAY 35
 OO1434'FROM THE JUNCTION OF INTERSTATE HIGHWAY 35 AND TRUNK HIGHWAY 65, AT
 OO1434'INTERSTATE HIGHWAY 35 MILE POINT 9.15, IN SOUTHEAST END OF SOUTHWEST
 OO1434'ABUTMENT OF NORTHBOUND INTERSTATE HIGHWAY 35 BRIDGE NUMBER 24828 OVER
 OO1434'ALBERT LEA LAKE.
 OO1434'
 OO1434'THE MARK IS LOCATED 26.1 FT (8.0 M) SOUTHEAST OF NORTHBOUND INTERSTATE
 OO1434'HIGHWAY 35.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 OO1430 ***********************************************************************
 OO1430  DESIGNATION -  2480 L
 OO1430  PID         -  OO1430
 OO1430  STATE/COUNTY-  MN/FREEBORN
 OO1430  COUNTRY     -  US
 OO1430  USGS QUAD   -  ALBERT LEA EAST (2019)
 OO1430
 OO1430                         *CURRENT SURVEY CONTROL
 OO1430  ______________________________________________________________________
 OO1430* NAD 83(1986) POSITION- 43 38 53.04   (N) 093 19 21.54   (W)   HD_HELD1
 OO1430* NAVD 88 ORTHO HEIGHT -   391.449 (meters)     1284.28  (feet) ADJUSTED
 OO1430  ______________________________________________________________________
 OO1430  GEOID HEIGHT    -        -29.191 (meters)                     GEOID18
 OO1430  DYNAMIC HEIGHT  -        391.356 (meters)     1283.97  (feet) COMP
 OO1430  MODELED GRAVITY -    980,369.2   (mgal)                       NAVD 88
 OO1430
 OO1430  VERT ORDER      -  SECOND    CLASS I
 OO1430
 OO1430.The horizontal coordinates were determined by differentially corrected
 OO1430.hand held GPS observations or other comparable positioning techniques
 OO1430.and have an estimated accuracy of +/- 3 meters.
 OO1430
 OO1430.The orthometric height was determined by differential leveling and
 OO1430.adjusted by the NATIONAL GEODETIC SURVEY
 OO1430.in May 2019.
 OO1430
 OO1430.Significant digits in the geoid height do not necessarily reflect accuracy.
 OO1430.GEOID18 height accuracy estimate available here.
 OO1430
 OO1430.Click photographs - Photos may exist for this station.
 OO1430
 OO1430.The dynamic height is computed by dividing the NAVD 88
 OO1430.geopotential number by the normal gravity value computed on the
 OO1430.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OO1430.degrees latitude (g = 980.6199 gals.).
 OO1430
 OO1430.The modeled gravity was interpolated from observed gravity values.
 OO1430
 OO1430;                    North         East    Units  Estimated Accuracy
 OO1430;SPC MN S     -   172,235.8     854,648.9     MT  (+/- 3 meters HH1 GPS) 
 OO1430
 OO1430_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVJ7397932836(NAD 83)
 OO1430
 OO1430                          SUPERSEDED SURVEY CONTROL
 OO1430
 OO1430  NAVD 88 (02/23/09)  391.447  (m)         1284.27   (f) SUPERSEDED  2 1
 OO1430  NAVD 88 (06/15/91)  391.456  (m)         1284.30   (f) SUPERSEDED  2 1
 OO1430
 OO1430.Superseded values are not recommended for survey control.
 OO1430
 OO1430.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OO1430.See file dsdata.pdf to determine how the superseded data were derived.
 OO1430
 OO1430_MARKER: DB = BENCH MARK DISK
 OO1430_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 OO1430_SP_SET: BRIDGE ABUTMENT
 OO1430_STAMPING: 2480 L 1973
 OO1430_MARK LOGO: MNHD
 OO1430_MAGNETIC: N = NO MAGNETIC MATERIAL
 OO1430_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OO1430_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 OO1430+SATELLITE: SATELLITE OBSERVATIONS - July 27, 2016
 OO1430
 OO1430  HISTORY     - Date     Condition        Report By
 OO1430  HISTORY     - 19730401 MONUMENTED       MNHD
 OO1430  HISTORY     - 1980     GOOD             MNDT
 OO1430  HISTORY     - 20051206 GOOD             MNDT
 OO1430  HISTORY     - 20130625 GOOD             MNDT
 OO1430  HISTORY     - 20160727 GOOD             MNDT
 OO1430
 OO1430                          STATION DESCRIPTION
 OO1430
 OO1430'DESCRIBED BY MN DEPT OF TRANSP 1980
 OO1430'2.7 MI EAST FROM ALBERT LEA.
 OO1430'THE MARK IS LOCATED 2.45 MILES SOUTH ALONG INTERSTATE HIGHWAY 35 FROM
 OO1430'ITS JUNCTION WITH INTERSTATE HIGHWAY 90 NEAR ALBERT LEA AND IS NEAR
 OO1430'HIGHWAY 35 MILE POINT 10.75 IN THE SW 1/4 OF SECTION 11, T102N, R21W.
 OO1430'THE MARK IS 25.8 FEET EAST OF AND 0.5 FOOT HIGHER THAN THE NORTHBOUND
 OO1430'HIGHWAY 35 CENTERLINE IN THE ABUTMENT IN THE SOUTHEAST CORNER OF
 OO1430'BRIDGE NUMBER 24830 CARRYING NORTHBOUND HIGHWAY 35 OVER THE RAILROAD.
 OO1430'THE MARK, A STANDARD MNHD BENCH MARK DISK STAMPED---2480 L 1973---,
 OO1430'IS CEMENTED IN A DRILL HOLE IN THE ABUTMENT.
 OO1430
 OO1430                          STATION RECOVERY (2005)
 OO1430
 OO1430'RECOVERY NOTE BY MN DEPT OF TRANSP 2005 (MPP)
 OO1430'THE MARK IS LOCATED ABOUT 5.6 MI (9.0 KM) NORTH-NORTHWEST OF
 OO1430'GLENVILLE, 3.9 MI (6.3 KM) WEST OF HAYWARD AND 2.7 MI (4.3 KM) EAST OF
 OO1430'ALBERT LEATHER, AT INTERSTATE HIGHWAY 35 MILE POINT 10.75.
 OO1430'
 OO1430'FROM THE JUNCTION OF INTERSTATE HIGHWAY 35 AND INTERSTATE HIGHWAY 90
 OO1430'GO 2.45 MI (3.9 KM) SOUTH ALONG INTERSTATE 35.
 OO1430'
 OO1430'THE MARK IS IN SOUTHEAST CORNER OF NORTHBOUND INTERSTATE HIGHWAY 35
 OO1430'BRIDGE NUMBER 24830 OVER A RAILROAD, 25.8 FT (7.9 M) EAST OF THE
 OO1430'NORTHBOUND INTERSTATE HIGHWAY 35 LANES.
 OO1430
 OO1430                          STATION RECOVERY (2013)
 OO1430
 OO1430'RECOVERY NOTE BY MN DEPT OF TRANSP 2013 (KMS)
 OO1430'2.4 MI (3.9 KM) EAST OF ALBERT LEA, IN BRIDGE ABUTMENT IN SOUTHEAST
 OO1430'CORNER OF NORTHBOUND INTERSTATE HIGHWAY I-35 BRIDGE NUMBER 24830 OVER
 OO1430'RAILROAD TRACKS, AT INTERSTATE HIGHWAY 35 MILE POINT 10.75, 2.45 MI
 OO1430'(3.9 KM) SOUTH ALONG INTERSTATE I-35  FROM THE JUNCTION OF INTERSTATE
 OO1430'HIGHWAY I-35 AND INTERSTATE HIGHWAY I-90, 25.8 FT (7.9 M) EAST OF
 OO1430'NORTHBOUND INTERSTATE HIGHWAY 35.
 OO1430
 OO1430                          STATION RECOVERY (2016)
 OO1430
 OO1430'RECOVERY NOTE BY MN DEPT OF TRANSP 2016 (MAS)
 OO1430'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 OO0564 ***********************************************************************
 OO0564  DESIGNATION -  2480 LL
 OO0564  PID         -  OO0564
 OO0564  STATE/COUNTY-  MN/FREEBORN
 OO0564  COUNTRY     -  US
 OO0564  USGS QUAD   -  ELLENDALE (2019)
 OO0564
 OO0564                         *CURRENT SURVEY CONTROL
 OO0564  ______________________________________________________________________
 OO0564* NAD 83(2011) POSITION- 43 47 21.41150(N) 093 18 32.58819(W)   ADJUSTED
 OO0564* NAD 83(2011) ELLIP HT-   357.263 (meters)        (06/27/12)   ADJUSTED
 OO0564* NAD 83(2011) EPOCH   -  2010.00
 OO0564* NAVD 88 ORTHO HEIGHT -   386.257 (meters)     1267.24  (feet) ADJUSTED
 OO0564  ______________________________________________________________________
 OO0564  GEOID HEIGHT    -        -28.996 (meters)                     GEOID18
 OO0564  NAD 83(2011) X  -   -266,210.853 (meters)                     COMP
 OO0564  NAD 83(2011) Y  - -4,604,277.822 (meters)                     COMP
 OO0564  NAD 83(2011) Z  -  4,391,467.047 (meters)                     COMP
 OO0564  LAPLACE CORR    -          4.22  (seconds)                    DEFLEC18
 OO0564  DYNAMIC HEIGHT  -        386.174 (meters)     1266.97  (feet) COMP
 OO0564  MODELED GRAVITY -    980,394.0   (mgal)                       NAVD 88
 OO0564
 OO0564  VERT ORDER      -  SECOND    CLASS I
 OO0564
 OO0564  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 OO0564  Standards:
 OO0564         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 OO0564            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 OO0564  -------------------------------------------------------------------
 OO0564  NETWORK    0.52   1.10           0.24   0.17   0.56      0.14963969
 OO0564  -------------------------------------------------------------------
 OO0564  Click here for local accuracies and other accuracy information.
 OO0564
 OO0564.The horizontal coordinates were established by GPS observations
 OO0564.and adjusted by the National Geodetic Survey in June 2012.
 OO0564
 OO0564.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 OO0564.been affixed to the stable North American tectonic plate. See 
 OO0564.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 OO0564
 OO0564.The horizontal coordinates are valid at the epoch date displayed above
 OO0564.which is a decimal equivalence of Year/Month/Day.
 OO0564
 OO0564.The orthometric height was determined by differential leveling and
 OO0564.adjusted by the NATIONAL GEODETIC SURVEY
 OO0564.in June 1991.
 OO0564
 OO0564.Significant digits in the geoid height do not necessarily reflect accuracy.
 OO0564.GEOID18 height accuracy estimate available here.
 OO0564
 OO0564.Click photographs - Photos may exist for this station.
 OO0564
 OO0564.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 OO0564
 OO0564.The Laplace correction was computed from DEFLEC18 derived deflections.
 OO0564
 OO0564.The ellipsoidal height was determined by GPS observations
 OO0564.and is referenced to NAD 83.
 OO0564
 OO0564.The dynamic height is computed by dividing the NAVD 88
 OO0564.geopotential number by the normal gravity value computed on the
 OO0564.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OO0564.degrees latitude (g = 980.6199 gals.).
 OO0564
 OO0564.The modeled gravity was interpolated from observed gravity values.
 OO0564
 OO0564. The following values were computed from the NAD 83(2011) position.
 OO0564
 OO0564;                    North         East     Units Scale Factor Converg.
 OO0564;SPC MN S     -   187,934.545   855,613.312   MT  0.99999872   +0 29 03.5
 OO0564;SPC MN S     -   616,581.92  2,807,124.67   sFT  0.99999872   +0 29 03.5
 OO0564;UTM  15      - 4,848,515.583   475,134.478   MT  0.99960760   -0 12 49.9
 OO0564
 OO0564!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OO0564!SPC MN S     -   0.99994398  x   0.99999872  =   0.99994270
 OO0564!UTM  15      -   0.99994398  x   0.99960760  =   0.99955160
 OO0564
 OO0564_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVJ7513448515(NAD 83)
 OO0564
 OO0564                          SUPERSEDED SURVEY CONTROL
 OO0564
 OO0564  NAD 83(2007)-  43 47 21.41167(N)    093 18 32.58908(W) AD(2002.00) 0
 OO0564  ELLIP H (02/10/07)  357.260  (m)                       GP(2002.00)    
 OO0564  NAD 83(1996)-  43 47 21.41103(N)    093 18 32.58841(W) AD(       ) 1
 OO0564  ELLIP H (03/16/99)  357.327  (m)                       GP(       ) 4 1
 OO0564  NAD 83(1986)-  43 47 21.39805(N)    093 18 32.58595(W) AD(       ) 1
 OO0564  NAVD 88             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
 OO0564.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OO0564.See file dsdata.pdf to determine how the superseded data were derived.
 OO0564
 OO0564_MARKER: DB = BENCH MARK DISK
 OO0564_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 OO0564_STAMPING: 2480 LL 1971
 OO0564_MARK LOGO: MNHD
 OO0564_PROJECTION: RECESSED 8 CENTIMETERS
 OO0564_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 OO0564_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OO0564_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OO0564+SATELLITE: SATELLITE OBSERVATIONS - August 01, 2016
 OO0564
 OO0564  HISTORY     - Date     Condition        Report By
 OO0564  HISTORY     - 19710401 MONUMENTED       MNHD
 OO0564  HISTORY     - 19920823 GOOD             MNDT
 OO0564  HISTORY     - 20000907 GOOD             MNDT
 OO0564  HISTORY     - 20080610 GOOD             MNDT
 OO0564  HISTORY     - 20080619 GOOD             MNDT
 OO0564  HISTORY     - 20130618 GOOD             MNDT
 OO0564  HISTORY     - 20160801 GOOD             MNDT
 OO0564
 OO0564                          STATION DESCRIPTION
 OO0564
 OO0564'DESCRIBED BY MN HIGHWAY DEPT 1971
 OO0564'1.8 MI N FROM CLARKS GROVE.
 OO0564'MARK IS LOCATED 1.8 MILES NORTH ALONG FAI 35 FROM THE JUNCTION OF FAI
 OO0564'35 AND T.H. 251 AT CLARKS GROVE, ABOUT 300 FEET WEST OF A TOWNSHIP
 OO0564'ROAD WEST (DEAD-END), 97 FEET WEST OF, AND 2 FEET LOWER THAN THE
 OO0564'CENTERLINE OF SOUTHBOUND FAI 35 AT MILE POINT 20.6 (STATION 1420+00),
 OO0564'2 FEET EAST OF THE RIGHT OF WAY FENCE, 1 FOOT EAST OF A STEEL WITNESS
 OO0564'POST, IN A 6 FOOT PRE-CAST CONCRETE MONUMENT SET FLUSH WITH THE
 OO0564'GROUND.  SW 1/4 SECTION 24, T 104N, R 21W.
 OO0564
 OO0564                          STATION RECOVERY (1992)
 OO0564
 OO0564'RECOVERY NOTE BY MN DEPT OF TRANSP 1992 (DKH)
 OO0564'THE MARK WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.
 OO0564
 OO0564                          STATION RECOVERY (2000)
 OO0564
 OO0564'RECOVERY NOTE BY MN DEPT OF TRANSP 2000 (WAS)
 OO0564'THE MARK IS 1.8 MI (2.9 KM) NORTH OF THE JUNCTION OF TH 251 AND FAI 35
 OO0564'AT CLARKS GROVE,
 OO0564'
 OO0564'300 FT (91.4 M) WEST OF DEAD END TOWNSHIP ROAD EAST, 97 FT (29.6 M)
 OO0564'WEST OF SOUTHBOUND FAI 35 AT STATION 1420+00, AT FAI 35 MILEPOST 20.6,
 OO0564'2.0 FT (0.6 M) EAST OF RIGHT-OF-WAY FENCE, 1.0 FT (0.3 M) EAST OF A
 OO0564'WITNESS POST.
 OO0564
 OO0564                          STATION RECOVERY (2008)
 OO0564
 OO0564'RECOVERY NOTE BY MN DEPT OF TRANSP 2008 (MPP)
 OO0564'THE MARK IS LOCATED ABOUT 8.9 MI (14.3 KM) EAST OF HARTLAND, 5.8 MI
 OO0564'(9.3 KM) SOUTH OF ELLENDALE AND 5.6 MI (9.0 KM) WEST-NORTHWEST OF
 OO0564'HOLLANDALE.
 OO0564'
 OO0564'TO REACH TO THE MARK GO 1.8 MI (2.9 KM) NORTH OF THE JUNCTION OF TRUNK
 OO0564'HIGHWAY 251 AND INTERSTATE HIGHWAY 35 AT CLARKS GROVE, AT INTERSTATE
 OO0564'HIGHWAY 35 MILE POINT 20.6, 300 FT (91.4 M) WEST OF DEAD END TOWNSHIP
 OO0564'ROAD WEST, 97 FT (29.6 M) WEST OF SOUTHBOUND INTERSTATE HIGHWAY 35 AT
 OO0564'STATION 1420+00, 0.8 FT (0.2 M) EAST OF RIGHT OF WAY FENCE, 2.0 FT
 OO0564'(0.6 M) SOUTH OF A WITNESS POST.
 OO0564
 OO0564                          STATION RECOVERY (2008)
 OO0564
 OO0564'RECOVERY NOTE BY MN DEPT OF TRANSP 2008 (DJS)
 OO0564'2.0 MILES NORTHEAST OF CLARKS GROVE, 1.8 MILES NORTH ON INTERSTATE
 OO0564'HIGHWAY 35 FROM JUNCTION OF TRUNK HIGHWAY 251 AND INTERSTATE HIGHWAY
 OO0564'35, AT INTERSTATE HIGHWAY 35 MILEPOINT 20.6, 300 FEET WEST OF DEAD END
 OO0564'TOWNSHIP ROAD WEST, 97 FEET WEST OF SOUTHBOUND INTERSTATE HIGHWAY 35
 OO0564'AT STATION 1420+00, 0.8 FOOT EAST OF RIGHT-OF-WAY FENCE, 2.0 FEET
 OO0564'SOUTH OF WITNESS POST.
 OO0564
 OO0564                          STATION RECOVERY (2013)
 OO0564
 OO0564'RECOVERY NOTE BY MN DEPT OF TRANSP 2013 (KMS)
 OO0564'RECOVERED AS DESCRIBED.
 OO0564
 OO0564                          STATION RECOVERY (2016)
 OO0564
 OO0564'RECOVERY NOTE BY MN DEPT OF TRANSP 2016 (KMS)
 OO0564'THE MARK IS LOCATED ABOUT 2.0 MI (3.2 KM) NORTHEAST OF CLARKS GROVE,
 OO0564'1.8 MI (2.9 KM) NORTH ALONG INTERSTATE HIGHWAY 35  FROM THE JUNCTION
 OO0564'OF TRUNK HIGHWAY 251 AND INTERSTATE HIGHWAY 35 JUNCTION IS 0.5 MI (0.8
 OO0564'KM) EAST OF CLARKES GROVE, AT INTERSTATE HIGHWAY 35 MILE POINT 20.6,
 OO0564'97 FT (29.6 M) WEST OF SOUTHBOUND INTERSTATE HIGHWAY 35 AT STATION
 OO0564'1420+00, 2.0 FT (0.6 M) EAST OF RIGHT-OF-WAY FENCE, 2.0 FT (0.6 M)
 OO0564'SOUTH OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 OO1447 ***********************************************************************
 OO1447  DESIGNATION -  2480 M
 OO1447  PID         -  OO1447
 OO1447  STATE/COUNTY-  MN/FREEBORN
 OO1447  COUNTRY     -  US
 OO1447  USGS QUAD   -  ALBERT LEA EAST (2019)
 OO1447
 OO1447                         *CURRENT SURVEY CONTROL
 OO1447  ______________________________________________________________________
 OO1447* NAD 83(1986) POSITION- 43 38 55.     (N) 093 19 24.     (W)   SCALED
 OO1447* NAVD 88 ORTHO HEIGHT -   382.579 (meters)     1255.18  (feet) ADJUSTED
 OO1447  ______________________________________________________________________
 OO1447  GEOID HEIGHT    -        -29.193 (meters)                     GEOID18
 OO1447  DYNAMIC HEIGHT  -        382.487 (meters)     1254.88  (feet) COMP
 OO1447  MODELED GRAVITY -    980,368.9   (mgal)                       NAVD 88
 OO1447
 OO1447  VERT ORDER      -  SECOND    CLASS I
 OO1447
 OO1447.The horizontal coordinates were scaled from a map and have
 OO1447.an estimated accuracy of +/- 6 seconds.
 OO1447
 OO1447.The orthometric height was determined by differential leveling and
 OO1447.adjusted by the NATIONAL GEODETIC SURVEY
 OO1447.in June 1991.
 OO1447
 OO1447.Significant digits in the geoid height do not necessarily reflect accuracy.
 OO1447.GEOID18 height accuracy estimate available here.
 OO1447
 OO1447.Click photographs - Photos may exist for this station.
 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.      854,590.      MT  (+/- 180 meters Scaled)
 OO1447
 OO1447_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVJ739328(NAD 83)
 OO1447
 OO1447                          SUPERSEDED SURVEY CONTROL
 OO1447
 OO1447.No superseded survey control is available for this station.
 OO1447
 OO1447_MARKER: DB = BENCH MARK DISK
 OO1447_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 OO1447_STAMPING: 2480 M 1973
 OO1447_MARK LOGO: MNHD
 OO1447_PROJECTION: FLUSH
 OO1447_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 OO1447_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OO1447_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 OO1447+SATELLITE: SATELLITE OBSERVATIONS - January 03, 2012
 OO1447
 OO1447  HISTORY     - Date     Condition        Report By
 OO1447  HISTORY     - 19730401 MONUMENTED       MNHD
 OO1447  HISTORY     - 1980     GOOD             MNDT
 OO1447  HISTORY     - 20120103 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.
 OO1447
 OO1447                          STATION RECOVERY (2012)
 OO1447
 OO1447'RECOVERY NOTE BY MN DEPT OF TRANSP 2012 (WJN)
 OO1447'2.5 MI (4.0 KM) EAST OF ALBERT LEA, 2.75 MI (4.4 KM) NORTH ON
 OO1447'INTERSTATE HIGHWAY 35  FROM THE JUNCTION OF INTERSTATE HIGHWAY 35 AND
 OO1447'TRUNK HIGHWAY 65, NEAR RAILROAD CROSSING, 198 FT (60.4 M) WEST OF WEST
 OO1447'EDGE OF SOUTHBOUND INTERSTATE HIGHWAY 35 BRIDGE DECK, 110.4 FT (33.6
 OO1447'M) NORTHWEST OF RIGHT-OF-WAY CORNER FENCE POST, 43 FT (13.1 M) NORTH
 OO1447'OF NORTH RAIL OF RAILROAD, 6.3 FT (1.9 M) SOUTHEAST OF SOUTH END POST
 OO1447'ON FENCE NORTH, 0.8 FT (24 CM) SOUTH OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 OO0560 ***********************************************************************
 OO0560  DESIGNATION -  2480 MM
 OO0560  PID         -  OO0560
 OO0560  STATE/COUNTY-  MN/FREEBORN
 OO0560  COUNTRY     -  US
 OO0560  USGS QUAD   -  ELLENDALE (2019)
 OO0560
 OO0560                         *CURRENT SURVEY CONTROL
 OO0560  ______________________________________________________________________
 OO0560* NAD 83(1986) POSITION- 43 48 02.41   (N) 093 17 53.43   (W)   HD_HELD1
 OO0560* NAVD 88 ORTHO HEIGHT -   380.333 (meters)     1247.81  (feet) ADJUSTED
 OO0560  ______________________________________________________________________
 OO0560  GEOID HEIGHT    -        -28.958 (meters)                     GEOID18
 OO0560  DYNAMIC HEIGHT  -        380.253 (meters)     1247.55  (feet) COMP
 OO0560  MODELED GRAVITY -    980,398.7   (mgal)                       NAVD 88
 OO0560
 OO0560  VERT ORDER      -  SECOND    CLASS I
 OO0560
 OO0560.The horizontal coordinates were determined by differentially corrected
 OO0560.hand held GPS observations or other comparable positioning techniques
 OO0560.and have an estimated accuracy of +/- 3 meters.
 OO0560
 OO0560.The orthometric height was determined by differential leveling and
 OO0560.adjusted by the NATIONAL GEODETIC SURVEY
 OO0560.in June 2015.
 OO0560
 OO0560.Significant digits in the geoid height do not necessarily reflect accuracy.
 OO0560.GEOID18 height accuracy estimate available here.
 OO0560
 OO0560.Click photographs - Photos may exist for this station.
 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     -   189,207.3     856,477.9     MT  (+/- 3 meters HH1 GPS) 
 OO0560
 OO0560_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVJ7601449777(NAD 83)
 OO0560
 OO0560                          SUPERSEDED SURVEY CONTROL
 OO0560
 OO0560  NAVD 88 (07/14/08)  380.313  (m)         1247.74   (f) SUPERSEDED  2 1
 OO0560  NAVD 88 (06/15/91)  380.218  (m)         1247.43   (f) SUPERSEDED  2 0
 OO0560  NGVD 29 (??/??/92)  380.208  (m)         1247.40   (f) ADJ UNCH    2 0
 OO0560
 OO0560.Superseded values are not recommended for survey control.
 OO0560
 OO0560.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OO0560.See file dsdata.pdf to determine how the superseded data were derived.
 OO0560
 OO0560_MARKER: DB = BENCH MARK DISK
 OO0560_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 OO0560_STAMPING: 2480-MM 1971
 OO0560_MARK LOGO: MNHD
 OO0560_PROJECTION: PROJECTING 15 CENTIMETERS
 OO0560_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 OO0560_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OO0560_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 OO0560+SATELLITE: SATELLITE OBSERVATIONS - June 18, 2013
 OO0560
 OO0560  HISTORY     - Date     Condition        Report By
 OO0560  HISTORY     - 19710401 MONUMENTED       MNHD
 OO0560  HISTORY     - 20000907 GOOD             MNDT
 OO0560  HISTORY     - 20130618 GOOD             MNDT
 OO0560
 OO0560                          STATION DESCRIPTION
 OO0560
 OO0560'DESCRIBED BY MN HIGHWAY DEPT 1971
 OO0560'2.7 MI N FROM CLARKS GROVE.
 OO0560'MARK IS LOCATED 2.7 MILES NORTH ALONG FAI 35 FROM THE JUNCTION OF FAI
 OO0560'35 AND T.H. 251 IN CLARKS GROVE, 1.25 MILES SOUTH OF COUNTY ROAD 35,
 OO0560'0.2 MILES NORTH OF AN EMERGENCY CROSSOVER, 96 FEET WEST OF, AND ABOUT
 OO0560'LEVEL WITH THE CENTERLINE OF SOUTHBOUND FAI 35 AT MILE POINT 21.6
 OO0560'(STATION 1470+00), 3 FEET WEST OF THE RIGHT OF WAY FENCE, 1 FOOT EAST
 OO0560'OF A STEEL WITNESS POST, IN A 6 FOOT PRE-CAST CONCRETE MONUMENT
 OO0560'PROJECTING 6 INCHES. ABOVE GROUND.  NE 1/4 SECTION 24, T 104N, R 21W.
 OO0560
 OO0560                          STATION RECOVERY (2000)
 OO0560
 OO0560'RECOVERY NOTE BY MN DEPT OF TRANSP 2000 (WAS)
 OO0560'A NEW DESCRIPTION FOLLOWS.  THE MARK IS 2.8 MI (4.5 KM) NORTH OF THE
 OO0560'JUNCTION OF TH 251 AND FAI 35 AT CLARKS GROVE, 1.25 MI (2.0 KM) SOUTH
 OO0560'OF COUNTY ROAD 35, 0.2 MI (0.3 KM) SOUTH OF EMERGENCY CROSSOVER,
 OO0560'
 OO0560'96 FT (29.3 M) WEST OF SOUTHBOUND FAI 35 AT STATION 1470+00, AT FAI 35
 OO0560'MILEPOST 21.6, 3.0 FT (0.9 M) EAST OF RIGHT-OF-WAY FENCE, 3.0 FT (0.9
 OO0560'M) EAST OF A WITNESS POST.
 OO0560
 OO0560                          STATION RECOVERY (2013)
 OO0560
 OO0560'RECOVERY NOTE BY MN DEPT OF TRANSP 2013 (KMS)
 OO0560'THE STATION IS LOCATED ABOUT 9.4 MI (15.1 KM) EAST OF HARTLAND, 5.5 MI
 OO0560'(8.8 KM) WEST-NORTHWEST OF HOLLANDALE AND 5.0 MI (8.0 KM) SOUTH OF
 OO0560'ELLENDALE.
 OO0560'
 OO0560'3.0 MILES NORTHEAST OF CLARKS GROVE, 2.7 MI (4.3 KM) NORTH ON
 OO0560'INTERSTATE HIGHWAY 35  FROM THE JUNCTION OF TRUNK HIGHWAY 251 AND
 OO0560'INTERSTATE HIGHWAY 35 INCH (89 CM) CLARKS GROVE, AT INTERSTATE HIGHWAY
 OO0560'35 MILE POINT 21.6, 1.25 MI (2.0 KM) SOUTH OF COUNTY ROAD 35, 0.2 MI
 OO0560'(0.3 KM) SOUTH OF EMERGENCY CROSS-OVER.
 OO0560'
 OO0560'IT IS 96 FT (29.3 M) WEST OF SOUTHBOUND INTERSTATE HIGHWAY 35 AT
 OO0560'STATION 1470+00, 3.0 FT (0.9 M) EAST OF RIGHT-OF-WAY FENCE, 1.0 FT
 OO0560'(0.3 M) EAST OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 OO1429 ***********************************************************************
 OO1429  DESIGNATION -  2480 N
 OO1429  PID         -  OO1429
 OO1429  STATE/COUNTY-  MN/FREEBORN
 OO1429  COUNTRY     -  US
 OO1429  USGS QUAD   -  ALBERT LEA EAST (2019)
 OO1429
 OO1429                         *CURRENT SURVEY CONTROL
 OO1429  ______________________________________________________________________
 OO1429* NAD 83(1986) POSITION- 43 39 04.12   (N) 093 19 17.88   (W)   HD_HELD1
 OO1429* NAVD 88 ORTHO HEIGHT -   390.163 (meters)     1280.06  (feet) ADJUSTED
 OO1429  ______________________________________________________________________
 OO1429  GEOID HEIGHT    -        -29.187 (meters)                     GEOID18
 OO1429  DYNAMIC HEIGHT  -        390.070 (meters)     1279.75  (feet) COMP
 OO1429  MODELED GRAVITY -    980,369.8   (mgal)                       NAVD 88
 OO1429
 OO1429  VERT ORDER      -  SECOND    CLASS I
 OO1429
 OO1429.The horizontal coordinates were determined by differentially corrected
 OO1429.hand held GPS observations or other comparable positioning techniques
 OO1429.and have an estimated accuracy of +/- 3 meters.
 OO1429
 OO1429.The orthometric height was determined by differential leveling and
 OO1429.adjusted by the NATIONAL GEODETIC SURVEY
 OO1429.in May 2019.
 OO1429
 OO1429.Significant digits in the geoid height do not necessarily reflect accuracy.
 OO1429.GEOID18 height accuracy estimate available here.
 OO1429
 OO1429.Click photographs - Photos may exist for this station.
 OO1429
 OO1429.The dynamic height is computed by dividing the NAVD 88
 OO1429.geopotential number by the normal gravity value computed on the
 OO1429.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OO1429.degrees latitude (g = 980.6199 gals.).
 OO1429
 OO1429.The modeled gravity was interpolated from observed gravity values.
 OO1429
 OO1429;                    North         East    Units  Estimated Accuracy
 OO1429;SPC MN S     -   172,578.5     854,728.1     MT  (+/- 3 meters HH1 GPS) 
 OO1429
 OO1429_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVJ7406233177(NAD 83)
 OO1429
 OO1429                          SUPERSEDED SURVEY CONTROL
 OO1429
 OO1429  NAVD 88 (06/15/91)  390.159  (m)         1280.05   (f) SUPERSEDED  2 1
 OO1429
 OO1429.Superseded values are not recommended for survey control.
 OO1429
 OO1429.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OO1429.See file dsdata.pdf to determine how the superseded data were derived.
 OO1429
 OO1429_MARKER: DB = BENCH MARK DISK
 OO1429_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 OO1429_SP_SET: BRIDGE ABUTMENT
 OO1429_STAMPING: 2480 N 1973
 OO1429_MARK LOGO: MNHD
 OO1429_MAGNETIC: N = NO MAGNETIC MATERIAL
 OO1429_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OO1429_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 OO1429+SATELLITE: SATELLITE OBSERVATIONS - July 27, 2016
 OO1429
 OO1429  HISTORY     - Date     Condition        Report By
 OO1429  HISTORY     - 19730401 MONUMENTED       MNHD
 OO1429  HISTORY     - 1980     GOOD             MNDT
 OO1429  HISTORY     - 20051206 GOOD             MNDT
 OO1429  HISTORY     - 20130625 GOOD             MNDT
 OO1429  HISTORY     - 20160727 GOOD             MNDT
 OO1429
 OO1429                          STATION DESCRIPTION
 OO1429
 OO1429'DESCRIBED BY MN DEPT OF TRANSP 1980
 OO1429'2.7 MI EAST FROM ALBERT LEA.
 OO1429'THE MARK IS LOCATED 2.25 MILES SOUTH ALONG INTERSTATE HIGHWAY 35 FROM
 OO1429'ITS JUNCTION WITH INTERSTATE HIGHWAY 90 NEAR ALBERT LEA AND IS NEAR
 OO1429'HIGHWAY 35 MILE POINT 10.95 IN THE SW 1/4 OF SECTION 11, T102N, R21W.
 OO1429'THE MARK IS 26 FEET EAST OF AND 0.5 FOOT HIGHER THAN THE NORTHBOUND
 OO1429'HIGHWAY 35 CENTERLINE IN THE ABUTMENT IN THE SOUTHEAST CORNER OF
 OO1429'BRIDGE NUMBER 24832 CARRYING NORTHBOUND HIGHWAY 35 OVER COUNTY ROAD
 OO1429'91.  THE MARK, A STANDARD MNHD BENCH MARK DISK STAMPED---2480 N
 OO1429'1973---, IS CEMENTED IN A DRILL HOLE IN THE ABUTMENT.
 OO1429
 OO1429                          STATION RECOVERY (2005)
 OO1429
 OO1429'RECOVERY NOTE BY MN DEPT OF TRANSP 2005 (MPP)
 OO1429'THE MARK IS LOCATED ABOUT 5.8 MI (9.3 KM) NORTH-NORTHWEST OF
 OO1429'GLENVILLE, 3.9 MI (6.3 KM) WEST OF HAYWARD AND 2.7 MI (4.3 KM) EAST OF
 OO1429'ALBERT LEATHER, AT INTERSTATE HIGHWAY 35 MILE POINT 10.95.
 OO1429'
 OO1429'FROM THE JUNCTION OF INTERSTATE HIGHWAY 35 AND INTERSTATE HIGHWAY 90
 OO1429'GO 2.25 MI (3.6 KM) SOUTH ALONG INTERSTATE 35.
 OO1429'
 OO1429'THE MARK IS FOUND IN THE SOUTHEAST CORNER OF NORTHBOUND INTERSTATE
 OO1429'HIGHWAY 35 BRIDGE NUMBER 24832 OVER COUNTY ROAD 91, 26 FT (7.9 M) EAST
 OO1429'OF THE NORTHBOUND INTERSTATE HIGHWAY 35 LANES.
 OO1429
 OO1429                          STATION RECOVERY (2013)
 OO1429
 OO1429'RECOVERY NOTE BY MN DEPT OF TRANSP 2013 (KMS)
 OO1429'2.7 MI (4.3 KM) EAST OF ALBERT LEA, IN BRIDGE ABUTMENT IN SOUTHEAST
 OO1429'CORNER OF INTERSTATE HIGHWAY I-35 BRIDGE NUMBER 24832 OVER EASTBOUND
 OO1429'TRUNK HIGHWAY 91/ MARSHALL STREET SOUTHEAST, AT INTERSTATE HIGHWAY
 OO1429'I-35 MILE POINT 10.90, 26 FT (7.9 M) EAST OF NORTHBOUND INTERSTATE
 OO1429'HIGHWAY I-35.
 OO1429
 OO1429                          STATION RECOVERY (2016)
 OO1429
 OO1429'RECOVERY NOTE BY MN DEPT OF TRANSP 2016 (MAS)
 OO1429'THE MARK IS LOCATED ABOUT IN BRIDGE ABUTMENT IN SOUTHEAST CORNER OF
 OO1429'INTERSTATE HIGHWAY 35 BRIDGE NUMBER 24832 OVER EASTBOUND COUNTY ROAD
 OO1429'91 (MARSHALL STREET SOUTHEAST).
 OO1429'
 OO1429'TO REACH THE MARK 0.6 MI (1.0 KM) SOUTH ALONG INTERSTATE 35 FROM THE
 OO1429'JUNCTION OF INTERSTATE HIGHWAY 35 AND COUNTY ROAD 46 IN ALBERT LEA,
 OO1429'2.7 MI (4.3 KM) EAST OF ALBERT LEA, AT INTERSTATE HIGHWAY 35 MILE
 OO1429'POINT 10.90.
 OO1429'
 OO1429'THE MARK IS LOCATED 26 FT (7.9 M) EAST OF NORTHBOUND INTERSTATE
 OO1429'HIGHWAY 35.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 OO0559 ***********************************************************************
 OO0559  DESIGNATION -  2480 NN
 OO0559  PID         -  OO0559
 OO0559  STATE/COUNTY-  MN/FREEBORN
 OO0559  COUNTRY     -  US
 OO0559  USGS QUAD   -  ELLENDALE (2019)
 OO0559
 OO0559                         *CURRENT SURVEY CONTROL
 OO0559  ______________________________________________________________________
 OO0559* NAD 83(1986) POSITION- 43 48 36.84   (N) 093 17 18.09   (W)   HD_HELD1
 OO0559* NAVD 88 ORTHO HEIGHT -   386.651 (meters)     1268.54  (feet) ADJUSTED
 OO0559  ______________________________________________________________________
 OO0559  GEOID HEIGHT    -        -28.926 (meters)                     GEOID18
 OO0559  DYNAMIC HEIGHT  -        386.571 (meters)     1268.28  (feet) COMP
 OO0559  MODELED GRAVITY -    980,401.5   (mgal)                       NAVD 88
 OO0559
 OO0559  VERT ORDER      -  SECOND    CLASS I
 OO0559
 OO0559.The horizontal coordinates were determined by differentially corrected
 OO0559.hand held GPS observations or other comparable positioning techniques
 OO0559.and have an estimated accuracy of +/- 3 meters.
 OO0559
 OO0559.The orthometric height was determined by differential leveling and
 OO0559.adjusted by the NATIONAL GEODETIC SURVEY
 OO0559.in June 1991.
 OO0559
 OO0559.Significant digits in the geoid height do not necessarily reflect accuracy.
 OO0559.GEOID18 height accuracy estimate available here.
 OO0559
 OO0559.Click photographs - Photos may exist for this station.
 OO0559
 OO0559.The dynamic height is computed by dividing the NAVD 88
 OO0559.geopotential number by the normal gravity value computed on the
 OO0559.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OO0559.degrees latitude (g = 980.6199 gals.).
 OO0559
 OO0559.The modeled gravity was interpolated from observed gravity values.
 OO0559
 OO0559;                    North         East    Units  Estimated Accuracy
 OO0559;SPC MN S     -   190,276.7     857,258.6     MT  (+/- 3 meters HH1 GPS) 
 OO0559
 OO0559_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVJ7680750836(NAD 83)
 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
 OO0559.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OO0559.See file dsdata.pdf to determine how the superseded data were derived.
 OO0559
 OO0559_MARKER: DB = BENCH MARK DISK
 OO0559_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 OO0559_STAMPING: 2480-NN 1971
 OO0559_MARK LOGO: MNHD
 OO0559_PROJECTION: RECESSED 5 CENTIMETERS
 OO0559_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 OO0559_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OO0559_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 OO0559+SATELLITE: SATELLITE OBSERVATIONS - June 18, 2013
 OO0559
 OO0559  HISTORY     - Date     Condition        Report By
 OO0559  HISTORY     - 19710401 MONUMENTED       MNHD
 OO0559  HISTORY     - 20000907 GOOD             MNDT
 OO0559  HISTORY     - 20130618 GOOD             MNDT
 OO0559
 OO0559                          STATION DESCRIPTION
 OO0559
 OO0559'DESCRIBED BY MN HIGHWAY DEPT 1971
 OO0559'3.4 MI N FROM CLARKS GROVE.
 OO0559'MARK IS LOCATED 3.4 MILES NORTH ALONG FAI 35 FROM THE JUNCTION OF FAI
 OO0559'35 AND T.H. 251 AT CLARKS GROVE, 0.6 MILES SOUTH OF COUNTY ROAD 35, 95
 OO0559'FEET EAST OF, AND 2 FEET HIGHER THAN THE CENTERLINE OF NORTHBOUND FAI
 OO0559'35 AT MILE POINT 22.4 (STATION 1514+00), 1 FOOT WEST OF A STEEL
 OO0559'WITNESS POST, IN A 6 FOOT PRE-CAST CONCRETE MONUMENT SET FLUSH WITH
 OO0559'THE GROUND.  SW 1/4 SECTION 18, T 104N, R 20W.
 OO0559
 OO0559                          STATION RECOVERY (2000)
 OO0559
 OO0559'RECOVERY NOTE BY MN DEPT OF TRANSP 2000 (WAS)
 OO0559'A NEW DESCRIPTION FOLLOWS.  THE MARK IS 3.6 MI (5.8 KM) NORTH OF THE
 OO0559'JUNCTION OF TH 251 AND FAI 35 AT CLARKS GROVE, AT FAI 35 MILEPOST
 OO0559'22.4, 0.6 MI (1.0 KM) SOUTH OF COUNTY ROAD 35,
 OO0559'
 OO0559'95 FT (29.0 M) EAST OF NORTHBOUND FAI 35 AT STATION 1514+00, 0.5 FT
 OO0559'(0.2 M) WEST OF A WITNESS POST.
 OO0559
 OO0559                          STATION RECOVERY (2013)
 OO0559
 OO0559'RECOVERY NOTE BY MN DEPT OF TRANSP 2013 (KMS)
 OO0559'THE STATION IS LOCATED ABOUT 9.9 MI (15.9 KM) EAST OF HARTLAND, 5.4 MI
 OO0559'(8.7 KM) NORTHWEST OF HOLLANDALE AND 4.4 MI (7.1 KM) SOUTH OF
 OO0559'ELLENDALE.
 OO0559'
 OO0559'3.8 MILES NORTH OF CLARKS GROVE, 3.6 MI (5.8 KM) NORTH ALONG
 OO0559'INTERSTATE HIGHWAY 35  FROM THE JUNCTION OF INTERSTATE HIGHWAY 35 AND
 OO0559'TRUNK HIGHWAY 251 INCH (638 CM) CLARKS GROVE, AT INTERSTATE HIGHWAY 35
 OO0559'MILE POINT 22.4, 0.6 MI (1.0 KM) SOUTH OF COUNTY ROAD 35.
 OO0559'
 OO0559'IT IS 95 FT (29.0 M) EAST OF NORTHBOUND INTERSTATE HIGHWAY 35 AT
 OO0559'STATION 1514+00, 1.0 FT (0.3 M) WEST OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 OO1428 ***********************************************************************
 OO1428  DESIGNATION -  2480 P
 OO1428  PID         -  OO1428
 OO1428  STATE/COUNTY-  MN/FREEBORN
 OO1428  COUNTRY     -  US
 OO1428  USGS QUAD   -  ALBERT LEA EAST (2019)
 OO1428
 OO1428                         *CURRENT SURVEY CONTROL
 OO1428  ______________________________________________________________________
 OO1428* NAD 83(1986) POSITION- 43 39 30.73   (N) 093 19 10.12   (W)   HD_HELD1
 OO1428* NAVD 88 ORTHO HEIGHT -   386.898 (meters)     1269.35  (feet) ADJUSTED
 OO1428  ______________________________________________________________________
 OO1428  GEOID HEIGHT    -        -29.176 (meters)                     GEOID18
 OO1428  DYNAMIC HEIGHT  -        386.807 (meters)     1269.05  (feet) COMP
 OO1428  MODELED GRAVITY -    980,371.2   (mgal)                       NAVD 88
 OO1428
 OO1428  VERT ORDER      -  SECOND    CLASS I
 OO1428
 OO1428.The horizontal coordinates were determined by differentially corrected
 OO1428.hand held GPS observations or other comparable positioning techniques
 OO1428.and have an estimated accuracy of +/- 3 meters.
 OO1428
 OO1428.The orthometric height was determined by differential leveling and
 OO1428.adjusted by the NATIONAL GEODETIC SURVEY
 OO1428.in May 2019.
 OO1428
 OO1428.Significant digits in the geoid height do not necessarily reflect accuracy.
 OO1428.GEOID18 height accuracy estimate available here.
 OO1428
 OO1428.Click photographs - Photos may exist for this station.
 OO1428
 OO1428.The dynamic height is computed by dividing the NAVD 88
 OO1428.geopotential number by the normal gravity value computed on the
 OO1428.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OO1428.degrees latitude (g = 980.6199 gals.).
 OO1428
 OO1428.The modeled gravity was interpolated from observed gravity values.
 OO1428
 OO1428;                    North         East    Units  Estimated Accuracy
 OO1428;SPC MN S     -   173,401.2     854,895.1     MT  (+/- 3 meters HH1 GPS) 
 OO1428
 OO1428_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVJ7423933997(NAD 83)
 OO1428
 OO1428                          SUPERSEDED SURVEY CONTROL
 OO1428
 OO1428  NAVD 88 (06/15/91)  386.894  (m)         1269.33   (f) SUPERSEDED  2 1
 OO1428
 OO1428.Superseded values are not recommended for survey control.
 OO1428
 OO1428.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OO1428.See file dsdata.pdf to determine how the superseded data were derived.
 OO1428
 OO1428_MARKER: DB = BENCH MARK DISK
 OO1428_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 OO1428_SP_SET: BRIDGE ABUTMENT
 OO1428_STAMPING: 2480 P 1973
 OO1428_MARK LOGO: MNHD
 OO1428_MAGNETIC: N = NO MAGNETIC MATERIAL
 OO1428_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OO1428_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 OO1428+SATELLITE: SATELLITE OBSERVATIONS - July 27, 2016
 OO1428
 OO1428  HISTORY     - Date     Condition        Report By
 OO1428  HISTORY     - 19730401 MONUMENTED       MNHD
 OO1428  HISTORY     - 1980     GOOD             MNDT
 OO1428  HISTORY     - 20061205 GOOD             MNDT
 OO1428  HISTORY     - 20130625 GOOD             MNDT
 OO1428  HISTORY     - 20160727 GOOD             MNDT
 OO1428
 OO1428                          STATION DESCRIPTION
 OO1428
 OO1428'DESCRIBED BY MN DEPT OF TRANSP 1980
 OO1428'2.8 MI WNW FROM ALBERT LEA.
 OO1428'THE MARK IS LOCATED 1.7 MILES SOUTH ALONG INTERSTATE HIGHWAY 35 FROM
 OO1428'ITS JUNCTION WITH INTERSTATE HIGHWAY 90 NEAR ALBERT LEA AND IS NEAR
 OO1428'HIGHWAY 35 MILE POINT 11.5 IN THE SW 1/4 OF SECTION 2, T102N, R21W.
 OO1428'THE MARK IS 26 FEET EAST OF AND 0.5 FOOT HIGHER THAN THE NORTHBOUND
 OO1428'HIGHWAY 35 CENTERLINE IN THE ABUTMENT IN THE SOUTHEAST CORNER OF
 OO1428'BRIDGE NUMBER 24834 CARRYING HIGHWAY 35 NORTHBOUND OVER COUNTY ROAD
 OO1428'46 WHICH WAS OLD HIGHWAY 16.  THE MARK, A STANDARD MNHD BENCH MARK
 OO1428'DISK STAMPED---2480 P 1973---, IS CEMENTED IN A DRILL HOLE IN THE
 OO1428'ABUTMENT.
 OO1428
 OO1428                          STATION RECOVERY (2006)
 OO1428
 OO1428'RECOVERY NOTE BY MN DEPT OF TRANSP 2006 (MPP)
 OO1428'RECOVERED AS DESCRIBED.
 OO1428
 OO1428                          STATION RECOVERY (2013)
 OO1428
 OO1428'RECOVERY NOTE BY MN DEPT OF TRANSP 2013 (KMS)
 OO1428'2.8 MI (4.5 KM) WEST-NORTHWEST OF ALBERT LEA, IN BRIDGE ABUTMENT IN
 OO1428'SOUTHEAST CORNER OF NORTHBOUND INTERSTATE HIGHWAY I-35 BRIDGE NUMBER
 OO1428'24834 OVER COUNTY ROAD 46/ OLD TRUNK HIGHWAY 16, 1.7 MI (2.7 KM) SOUTH
 OO1428'ALONG INTERSTATE HIGHWAY I-35  FROM THE JUNCTION OF INTERSTATE HIGHWAY
 OO1428'I-35 AND INTERSTATE HIGHWAY I-90, AT INTERSTATE HIGHWAY I-35 MILE
 OO1428'POINT 11.45, 26 FT (7.9 M) EAST OF NORTHBOUND INTERSTATE HIGHWAY 35.
 OO1428
 OO1428                          STATION RECOVERY (2016)
 OO1428
 OO1428'RECOVERY NOTE BY MN DEPT OF TRANSP 2016 (MAS)
 OO1428'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 OO0558 ***********************************************************************
 OO0558  DESIGNATION -  2480 PP
 OO0558  PID         -  OO0558
 OO0558  STATE/COUNTY-  MN/FREEBORN
 OO0558  COUNTRY     -  US
 OO0558  USGS QUAD   -  ELLENDALE (2019)
 OO0558
 OO0558                         *CURRENT SURVEY CONTROL
 OO0558  ______________________________________________________________________
 OO0558* NAD 83(1986) POSITION- 43 49 05.66   (N) 093 17 18.39   (W)   HD_HELD1
 OO0558* NAVD 88 ORTHO HEIGHT -   389.655 (meters)     1278.39  (feet) ADJUSTED
 OO0558  ______________________________________________________________________
 OO0558  GEOID HEIGHT    -        -28.913 (meters)                     GEOID18
 OO0558  DYNAMIC HEIGHT  -        389.576 (meters)     1278.13  (feet) COMP
 OO0558  MODELED GRAVITY -    980,403.0   (mgal)                       NAVD 88
 OO0558
 OO0558  VERT ORDER      -  SECOND    CLASS I
 OO0558
 OO0558.The horizontal coordinates were determined by differentially corrected
 OO0558.hand held GPS observations or other comparable positioning techniques
 OO0558.and have an estimated accuracy of +/- 3 meters.
 OO0558
 OO0558.The orthometric height was determined by differential leveling and
 OO0558.adjusted by the NATIONAL GEODETIC SURVEY
 OO0558.in July 2008.
 OO0558
 OO0558.Significant digits in the geoid height do not necessarily reflect accuracy.
 OO0558.GEOID18 height accuracy estimate available here.
 OO0558
 OO0558.Click photographs - Photos may exist for this station.
 OO0558
 OO0558.The dynamic height is computed by dividing the NAVD 88
 OO0558.geopotential number by the normal gravity value computed on the
 OO0558.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OO0558.degrees latitude (g = 980.6199 gals.).
 OO0558
 OO0558.The modeled gravity was interpolated from observed gravity values.
 OO0558
 OO0558;                    North         East    Units  Estimated Accuracy
 OO0558;SPC MN S     -   191,166.1     857,244.2     MT  (+/- 3 meters HH1 GPS) 
 OO0558
 OO0558_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVJ7680351725(NAD 83)
 OO0558
 OO0558                          SUPERSEDED SURVEY CONTROL
 OO0558
 OO0558  NAVD 88 (06/15/91)  389.651  (m)         1278.38   (f) SUPERSEDED  2 0
 OO0558  NGVD 29 (??/??/92)  389.641  (m)         1278.35   (f) ADJ UNCH    2 0
 OO0558
 OO0558.Superseded values are not recommended for survey control.
 OO0558
 OO0558.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OO0558.See file dsdata.pdf to determine how the superseded data were derived.
 OO0558
 OO0558_MARKER: DB = BENCH MARK DISK
 OO0558_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 OO0558_SP_SET: BRIDGE ABUTMENT
 OO0558_STAMPING: 2480 PP 1971
 OO0558_MARK LOGO: MNHD
 OO0558_MAGNETIC: N = NO MAGNETIC MATERIAL
 OO0558_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OO0558_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 OO0558+SATELLITE: SATELLITE OBSERVATIONS - March 27, 2014
 OO0558
 OO0558  HISTORY     - Date     Condition        Report By
 OO0558  HISTORY     - 19710401 MONUMENTED       MNHD
 OO0558  HISTORY     - 1986     GOOD             USPSQD
 OO0558  HISTORY     - 20000907 GOOD             MNDT
 OO0558  HISTORY     - 20090206 GOOD             MNDT
 OO0558  HISTORY     - 20140327 GOOD             MNDT
 OO0558
 OO0558                          STATION DESCRIPTION
 OO0558
 OO0558'DESCRIBED BY MN HIGHWAY DEPT 1971
 OO0558'4.0 MI N FROM CLARKS GROVE.
 OO0558'MARK IS LOCATED 4.0 MILES NORTH ALONG FAI 35 FROM THE JUNCTION OF FAI
 OO0558'35 AND T.H. 251 AT CLARKS GROVE, 2.0 MILES SOUTH OF THE FREEBORN -
 OO0558'STEELE COUNTY LINE, IN THE SOUTHEAST CORNER OF BRIDGE NO. 24805,
 OO0558'COUNTY ROAD 35 OVER FAI 35 (MILE POINT 22.9).  NW 1/4 SECTION 18, T
 OO0558'104N, R 20W.
 OO0558
 OO0558                          STATION RECOVERY (1986)
 OO0558
 OO0558'RECOVERY NOTE BY US POWER SQUADRON 1986 (TZ)
 OO0558'RECOVERED IN GOOD CONDITION.
 OO0558
 OO0558                          STATION RECOVERY (2000)
 OO0558
 OO0558'RECOVERY NOTE BY MN DEPT OF TRANSP 2000 (WAS)
 OO0558'A NEW DESCRIPTION FOLLOWS.  THE MARK IS 4.2 MI (6.8 KM) NORTH ALONG
 OO0558'FAI 35 FROM THE JUNCTION OF TH 251 AND FAI 35 AT CLARKS GROVE, AT FAI
 OO0558'35 MILEPOST 22.5, 2.0 MI (3.2 KM) SOUTH OF FREEBORN-STEELE COUNTY
 OO0558'LINE, IN SOUTHEAST CORNER OF COUNTY ROAD 35 BRIDGE 24805 OVER FAI 35.
 OO0558
 OO0558                          STATION RECOVERY (2009)
 OO0558
 OO0558'RECOVERY NOTE BY MN DEPT OF TRANSP 2009 (DS)
 OO0558'THE STATION IS LOCATED ABOUT 10.0 MI (16.1 KM) SOUTH OF HOPE, 5.8 MI
 OO0558'(9.3 KM) NORTHWEST OF HOLLANDALE AND 3.8 MI (6.1 KM) SOUTH OF
 OO0558'ELLENDALE.
 OO0558'
 OO0558'TO REACH TO THE MARK AT INTERSTATE HIGHWAY 35 MILE POINT 22.9, 2.0 MI
 OO0558'(3.2 KM) SOUTH OF FREEBORN-STEELE COUNTY LINE, IN SOUTHEAST CORNER OF
 OO0558'COUNTY ROAD 35 BRIDGE 24805 OVER INTERSTATE HIGHWAY 35.
 OO0558
 OO0558                          STATION RECOVERY (2014)
 OO0558
 OO0558'RECOVERY NOTE BY MN DEPT OF TRANSP 2014 (MPP)
 OO0558'THE STATION IS LOCATED ABOUT 9.9 MI (15.9 KM) SOUTH OF HOPE, 5.8 MI
 OO0558'(9.3 KM) NORTHWEST OF HOLLANDALE AND 3.8 MI (6.1 KM) SOUTH OF
 OO0558'ELLENDALE.
 OO0558'
 OO0558'4.2 MILES NORTHEAST OF CLARKS GROVE, 4.0 MI (6.4 KM) NORTH ON
 OO0558'INTERSTATE HIGHWAY 35 FROM THE JUNCTION OF TRUNK HIGHWAY 261 AND
 OO0558'INTERSTATE HIGHWAY 35, AT INTERSTATE HIGHWAY 35 MILE POINT 22.9, 2.0
 OO0558'MI (3.2 KM) SOUTH OF FREEBORN-STEELE COUNTY LINE.
 OO0558'
 OO0558'IT IS SET IN SOUTHEAST CORNER OF COUNTY ROAD 35 BRIDGE NUMBER 24805
 OO0558'OVER INTERSTATE HIGHWAY 35.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DK3890 ***********************************************************************
 DK3890  DESIGNATION -  2480 Q
 DK3890  PID         -  DK3890
 DK3890  STATE/COUNTY-  MN/FREEBORN
 DK3890  COUNTRY     -  US
 DK3890  USGS QUAD   -  ALBERT LEA EAST (2019)
 DK3890
 DK3890                         *CURRENT SURVEY CONTROL
 DK3890  ______________________________________________________________________
 DK3890* NAD 83(1986) POSITION- 43 43 25.8    (N) 093 19 21.1    (W)   HD_HELD2
 DK3890* NAVD 88 ORTHO HEIGHT -   393.754 (meters)     1291.84  (feet) ADJUSTED
 DK3890  ______________________________________________________________________
 DK3890  GEOID HEIGHT    -        -29.114 (meters)                     GEOID18
 DK3890  DYNAMIC HEIGHT  -        393.664 (meters)     1291.55  (feet) COMP
 DK3890  MODELED GRAVITY -    980,380.6   (mgal)                       NAVD 88
 DK3890
 DK3890  VERT ORDER      -  SECOND    CLASS I
 DK3890
 DK3890.The horizontal coordinates were established by autonomous hand held GPS
 DK3890.observations and have an estimated accuracy of +/- 10 meters.
 DK3890
 DK3890.The orthometric height was determined by differential leveling and
 DK3890.adjusted by the NATIONAL GEODETIC SURVEY
 DK3890.in July 2008.
 DK3890
 DK3890.Significant digits in the geoid height do not necessarily reflect accuracy.
 DK3890.GEOID18 height accuracy estimate available here.
 DK3890
 DK3890.Click photographs - Photos may exist for this station.
 DK3890
 DK3890.The dynamic height is computed by dividing the NAVD 88
 DK3890.geopotential number by the normal gravity value computed on the
 DK3890.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK3890.degrees latitude (g = 980.6199 gals.).
 DK3890
 DK3890.The modeled gravity was interpolated from observed gravity values.
 DK3890
 DK3890;                    North         East    Units  Estimated Accuracy
 DK3890;SPC MN S     -   180,654.      854,589.      MT  (+/- 10 meters HH2 GPS)
 DK3890
 DK3890_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVJ7402141250(NAD 83)
 DK3890
 DK3890                          SUPERSEDED SURVEY CONTROL
 DK3890
 DK3890.No superseded survey control is available for this station.
 DK3890
 DK3890_MARKER: DB = BENCH MARK DISK
 DK3890_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DK3890_SP_SET: BRIDGE ABUTMENT
 DK3890_STAMPING: 2480 Q 1999
 DK3890_MARK LOGO: MNHD
 DK3890_MAGNETIC: N = NO MAGNETIC MATERIAL
 DK3890_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DK3890_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DK3890+SATELLITE: SATELLITE OBSERVATIONS - July 28, 2016
 DK3890
 DK3890  HISTORY     - Date     Condition        Report By
 DK3890  HISTORY     - 19990401 MONUMENTED       MNHD
 DK3890  HISTORY     - 20000703 GOOD             MNDT
 DK3890  HISTORY     - 20160728 GOOD             MNDT
 DK3890
 DK3890                          STATION DESCRIPTION
 DK3890
 DK3890'DESCRIBED BY MN DEPT OF TRANSP 2000 (WAS)
 DK3890'THE MARK IS 2.8 MI (4.5 KM) SOUTHEAST OF CLARKS GROVE, (OR 5.5 MI (8.8
 DK3890'KM) NORTH-NORTHEAST OF ALBERT LEA), 2.7 MI (4.3 KM) NORTH ALONG FAI 35
 DK3890'FROM THE JUNCTION OF FAI 35 AND FAI 90, AT FAI 35 MILEPOST 16.05, IN
 DK3890'ABUT AT SOUTHEAST CORNER OF COUNTY ROAD 25 BRIDGE NO 24836 OVER FAI
 DK3890'35, 18.7 FT (5.7 M) SOUTH OF COUNTY ROAD 25.  DISK SET IN BRIDGE WHEN
 DK3890'BUILT IN 1968 THEN STAMPED IN 2000.
 DK3890
 DK3890                          STATION RECOVERY (2016)
 DK3890
 DK3890'RECOVERY NOTE BY MN DEPT OF TRANSP 2016 (KMS)
 DK3890'THE MARK IS LOCATED ABOUT 2.8 MI (4.5 KM) SOUTHEAST OF CLARKS GROVE,
 DK3890'2.8 MI (4.5 KM) NORTH ALONG INTERSTATE HIGHWAY 35  FROM THE JUNCTION
 DK3890'OF INTERSTATE HIGHWAY 35 AND INTERSTATE HIGHWAY 90, THE JUNCTION IS
 DK3890'3.0 MI (4.8 KM) NORTHEAST ALBERT LEA AT INTERSTATE HIGHWAY 35 MILE
 DK3890'POINT 16.05, IN ABUTMENT AT SOUTHEAST CORNER OF COUNTY ROAD 25 BRIDGE
 DK3890'NUMBER 24836 OVER INTERSTATE HIGHWAY 35, 18.7 FT (5.7 M) SOUTH OF
 DK3890'COUNTY ROAD 25.  5.5 MI (8.8 KM) NORTH-NORTHEAST OF ALBERT LEA.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 OO0557 ***********************************************************************
 OO0557  DESIGNATION -  2480 QQ
 OO0557  PID         -  OO0557
 OO0557  STATE/COUNTY-  MN/FREEBORN
 OO0557  COUNTRY     -  US
 OO0557  USGS QUAD   -  ELLENDALE (2019)
 OO0557
 OO0557                         *CURRENT SURVEY CONTROL
 OO0557  ______________________________________________________________________
 OO0557* NAD 83(1986) POSITION- 43 49 19.17   (N) 093 17 18.58   (W)   HD_HELD1
 OO0557* NAVD 88 ORTHO HEIGHT -   375.508 (meters)     1231.98  (feet) ADJUSTED
 OO0557  ______________________________________________________________________
 OO0557  GEOID HEIGHT    -        -28.907 (meters)                     GEOID18
 OO0557  DYNAMIC HEIGHT  -        375.432 (meters)     1231.73  (feet) COMP
 OO0557  MODELED GRAVITY -    980,404.3   (mgal)                       NAVD 88
 OO0557
 OO0557  VERT ORDER      -  SECOND    CLASS I
 OO0557
 OO0557.The horizontal coordinates were determined by differentially corrected
 OO0557.hand held GPS observations or other comparable positioning techniques
 OO0557.and have an estimated accuracy of +/- 3 meters.
 OO0557
 OO0557.The orthometric height was determined by differential leveling and
 OO0557.adjusted by the NATIONAL GEODETIC SURVEY
 OO0557.in June 2015.
 OO0557
 OO0557.Significant digits in the geoid height do not necessarily reflect accuracy.
 OO0557.GEOID18 height accuracy estimate available here.
 OO0557
 OO0557.Click photographs - Photos may exist for this station.
 OO0557
 OO0557.The dynamic height is computed by dividing the NAVD 88
 OO0557.geopotential number by the normal gravity value computed on the
 OO0557.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OO0557.degrees latitude (g = 980.6199 gals.).
 OO0557
 OO0557.The modeled gravity was interpolated from observed gravity values.
 OO0557
 OO0557;                    North         East    Units  Estimated Accuracy
 OO0557;SPC MN S     -   191,583.0     857,236.3     MT  (+/- 3 meters HH1 GPS) 
 OO0557
 OO0557_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVJ7680152142(NAD 83)
 OO0557
 OO0557                          SUPERSEDED SURVEY CONTROL
 OO0557
 OO0557  NAVD 88 (07/14/08)  375.503  (m)         1231.96   (f) SUPERSEDED  2 1
 OO0557  NAVD 88 (06/15/91)  375.505  (m)         1231.97   (f) SUPERSEDED  2 0
 OO0557  NGVD 29 (??/??/92)  375.495  (m)         1231.94   (f) ADJ UNCH    2 0
 OO0557
 OO0557.Superseded values are not recommended for survey control.
 OO0557
 OO0557.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OO0557.See file dsdata.pdf to determine how the superseded data were derived.
 OO0557
 OO0557_MARKER: DB = BENCH MARK DISK
 OO0557_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 OO0557_SP_SET: BOX CULVERT
 OO0557_STAMPING: 2480-QQ 1971
 OO0557_MARK LOGO: MNHD
 OO0557_MAGNETIC: N = NO MAGNETIC MATERIAL
 OO0557_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OO0557+STABILITY: SURFACE MOTION
 OO0557_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 OO0557+SATELLITE: SATELLITE OBSERVATIONS - March 27, 2014
 OO0557
 OO0557  HISTORY     - Date     Condition        Report By
 OO0557  HISTORY     - 19710401 MONUMENTED       MNHD
 OO0557  HISTORY     - 20000907 GOOD             MNDT
 OO0557  HISTORY     - 20140327 GOOD             MNDT
 OO0557
 OO0557                          STATION DESCRIPTION
 OO0557
 OO0557'DESCRIBED BY MN HIGHWAY DEPT 1971
 OO0557'4.3 MI N FROM CLARKS GROVE.
 OO0557'MARK IS LOCATED 4.3 MILES NORTH ALONG FAI 35 FROM THE JUNCTION OF FAI
 OO0557'35 AND T.H. 251 AT CLARKS GROVE, 0.25 MILES NORTH OF COUNTY ROAD 35,
 OO0557'50 FEET EAST OF, AND 4 FEET LOWER THAN THE CENTERLINE OF NORTHBOUND
 OO0557'FAI 35 AT MILE POINT 23.2 (STATION 1556+50), IN THE SOUTHEAST CORNER
 OO0557'OF A BOX CULVERT UNDER FAI 35 AT A CREEK.  SW 1/4 SECTION 7, T 104N, R
 OO0557'20W.
 OO0557
 OO0557                          STATION RECOVERY (2000)
 OO0557
 OO0557'RECOVERY NOTE BY MN DEPT OF TRANSP 2000 (WAS)
 OO0557'A NEW DESCRIPTION FOLLOWS.  THE MARK IS 4.45 MI (7.2 KM) NORTH ALONG
 OO0557'FAI 35 FROM THE JUNCTION OF TH 251 AND FAI 35 AT CLARKS GROVE, AT FAI
 OO0557'35 MILEPOST 23.2, 0.25 MI (0.4 KM) NORTH OF COUNTY ROAD 35, 50 FT
 OO0557'(15.2 M) EAST OF NORTHBOUND FAI 35 AT STATION 1556+50, IN SOUTHEAST
 OO0557'CORNER OF BOX CULVERT UNDER FAI 35.
 OO0557
 OO0557                          STATION RECOVERY (2014)
 OO0557
 OO0557'RECOVERY NOTE BY MN DEPT OF TRANSP 2014 (MPP)
 OO0557'THE STATION IS LOCATED ABOUT 9.7 MI (15.6 KM) SOUTH OF HOPE, 6.0 MI
 OO0557'(9.7 KM) NORTHWEST OF HOLLANDALE AND 3.6 MI (5.8 KM) SOUTH OF
 OO0557'ELLENDALE.
 OO0557'
 OO0557'4.5 MILES NORTHEAST OF CLARKS GROVE, 4.3 MI (6.9 KM) NORTH ON
 OO0557'INTERSTATE HIGHWAY 35  FROM THE JUNCTION OF TRUNK HIGHWAY 251 AND
 OO0557'INTERSTATE HIGHWAY 35, AT INTERSTATE HIGHWAY 35 MILE POINT 23.2, 0.25
 OO0557'MI (0.4 KM) NORTH OF COUNTY ROAD 35.
 OO0557'
 OO0557'IT IS 50 FT (15.2 M) EAST OF NORTHBOUND INTERSTATE HIGHWAY 35 AT
 OO0557'STATION 1556+50, INCH (3952 CM) SOUTHEAST CORNER OF BOX CULVERT UNDER
 OO0557'INTERSTATE HIGHWAY 35.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DK3891 ***********************************************************************
 DK3891  DESIGNATION -  2480 R
 DK3891  PID         -  DK3891
 DK3891  STATE/COUNTY-  MN/FREEBORN
 DK3891  COUNTRY     -  US
 DK3891  USGS QUAD   -  ALBERT LEA EAST (2019)
 DK3891
 DK3891                         *CURRENT SURVEY CONTROL
 DK3891  ______________________________________________________________________
 DK3891* NAD 83(1986) POSITION- 43 42 46.86   (N) 093 19 09.24   (W)   HD_HELD1
 DK3891* NAVD 88 ORTHO HEIGHT -   391.191 (meters)     1283.43  (feet) ADJUSTED
 DK3891  ______________________________________________________________________
 DK3891  GEOID HEIGHT    -        -29.120 (meters)                     GEOID18
 DK3891  DYNAMIC HEIGHT  -        391.102 (meters)     1283.14  (feet) COMP
 DK3891  MODELED GRAVITY -    980,379.0   (mgal)                       NAVD 88
 DK3891
 DK3891  VERT ORDER      -  SECOND    CLASS I
 DK3891
 DK3891.The horizontal coordinates were determined by differentially corrected
 DK3891.hand held GPS observations or other comparable positioning techniques
 DK3891.and have an estimated accuracy of +/- 3 meters.
 DK3891
 DK3891.The orthometric height was determined by differential leveling and
 DK3891.adjusted by the NATIONAL GEODETIC SURVEY
 DK3891.in July 2008.
 DK3891
 DK3891.Significant digits in the geoid height do not necessarily reflect accuracy.
 DK3891.GEOID18 height accuracy estimate available here.
 DK3891
 DK3891.Click photographs - Photos may exist for this station.
 DK3891
 DK3891.The dynamic height is computed by dividing the NAVD 88
 DK3891.geopotential number by the normal gravity value computed on the
 DK3891.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK3891.degrees latitude (g = 980.6199 gals.).
 DK3891
 DK3891.The modeled gravity was interpolated from observed gravity values.
 DK3891
 DK3891;                    North         East    Units  Estimated Accuracy
 DK3891;SPC MN S     -   179,454.4     854,864.4     MT  (+/- 3 meters HH1 GPS) 
 DK3891
 DK3891_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVJ7428240048(NAD 83)
 DK3891
 DK3891                          SUPERSEDED SURVEY CONTROL
 DK3891
 DK3891.No superseded survey control is available for this station.
 DK3891
 DK3891_MARKER: DB = BENCH MARK DISK
 DK3891_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 DK3891_STAMPING: 2480 R 1999
 DK3891_MARK LOGO: MNHD
 DK3891_PROJECTION: FLUSH
 DK3891_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DK3891_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DK3891_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DK3891+SATELLITE: SATELLITE OBSERVATIONS - June 29, 2016
 DK3891
 DK3891  HISTORY     - Date     Condition        Report By
 DK3891  HISTORY     - 19990401 MONUMENTED       MNDT
 DK3891  HISTORY     - 20000907 GOOD             MNDT
 DK3891  HISTORY     - 20110926 GOOD             MNDT
 DK3891  HISTORY     - 20160629 GOOD             MNDT
 DK3891
 DK3891                          STATION DESCRIPTION
 DK3891
 DK3891'DESCRIBED BY MN DEPT OF TRANSP 2000 (WAS)
 DK3891'THE MARK IS 3.5 MI (5.6 KM) SOUTHEAST OF CLARKS GROVE, (OR 5.0 MI (8.0
 DK3891'KM) NORTH-NORTHEAST OF ALBERT LEA), 2.0 MI (3.2 KM) NORTH ALONG FAI 35
 DK3891'FROM THE JUNCTION OF FAI 35 AND FAI 90, AT FAI 35 MILEPOST 15.3,
 DK3891'
 DK3891'35.0 FT (10.7 M) WEST OF FRONTAGE ROAD, 103.0 FT (31.4 M) EAST OF
 DK3891'NORTHBOUND FAI 35, 81.1 FT (24.7 M) NORTHWEST OF A POWER POLE, 0.7 FT
 DK3891'(0.2 M) WEST OF A WITNESS POST.  DISK SET IN MONUMENT WHEN SET IN 1971
 DK3891'THEN STAMPED IN 2000.
 DK3891
 DK3891                          STATION RECOVERY (2011)
 DK3891
 DK3891'RECOVERY NOTE BY MN DEPT OF TRANSP 2011 (KMS)
 DK3891'3.5 MI (5.6 KM) SOUTHEAST OF CLARKS GROVE, 2.0 MI (3.2 KM) NORTH ALONG
 DK3891'INTERSTATE HIGHWAY 35  FROM THE JUNCTION OF INTERSTATE HIGHWAY 35 AND
 DK3891'INTERSTATE HIGHWAY 90, AT INTERSTATE HIGHWAY 35 MILE POINT 15.3, 35.0
 DK3891'FT (10.7 M) WEST OF FRONTAGE ROAD, 103.0 FT (31.4 M) EAST OF
 DK3891'NORTHBOUND INTERSTATE HIGHWAY 35, 81.1 FT (24.7 M) NORTHWEST OF POWER
 DK3891'POLE, 0.7 FT (21 CM) WEST OF A WITNESS POST.
 DK3891
 DK3891                          STATION RECOVERY (2016)
 DK3891
 DK3891'RECOVERY NOTE BY MN DEPT OF TRANSP 2016 (MAS)
 DK3891'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 OO0556 ***********************************************************************
 OO0556  DESIGNATION -  2480 RR
 OO0556  PID         -  OO0556
 OO0556  STATE/COUNTY-  MN/FREEBORN
 OO0556  COUNTRY     -  US
 OO0556  USGS QUAD   -  ELLENDALE (2019)
 OO0556
 OO0556                         *CURRENT SURVEY CONTROL
 OO0556  ______________________________________________________________________
 OO0556* NAD 83(2011) POSITION- 43 49 44.03622(N) 093 17 21.77303(W)   ADJUSTED
 OO0556* NAD 83(2011) ELLIP HT-   353.970 (meters)        (06/27/12)   ADJUSTED
 OO0556* NAD 83(2011) EPOCH   -  2010.00
 OO0556* NAVD 88 ORTHO HEIGHT -   382.875 (meters)     1256.15  (feet) ADJUSTED
 OO0556  ______________________________________________________________________
 OO0556  GEOID HEIGHT    -        -28.897 (meters)                     GEOID18
 OO0556  NAD 83(2011) X  -   -264,455.095 (meters)                     COMP
 OO0556  NAD 83(2011) Y  - -4,601,324.179 (meters)                     COMP
 OO0556  NAD 83(2011) Z  -  4,394,641.574 (meters)                     COMP
 OO0556  LAPLACE CORR    -          3.56  (seconds)                    DEFLEC18
 OO0556  DYNAMIC HEIGHT  -        382.798 (meters)     1255.90  (feet) COMP
 OO0556  MODELED GRAVITY -    980,405.5   (mgal)                       NAVD 88
 OO0556
 OO0556  VERT ORDER      -  SECOND    CLASS I
 OO0556
 OO0556  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 OO0556  Standards:
 OO0556         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 OO0556            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 OO0556  -------------------------------------------------------------------
 OO0556  NETWORK    0.58   0.84           0.26   0.21   0.43      0.18199693
 OO0556  -------------------------------------------------------------------
 OO0556  Click here for local accuracies and other accuracy information.
 OO0556
 OO0556.The horizontal coordinates were established by GPS observations
 OO0556.and adjusted by the National Geodetic Survey in June 2012.
 OO0556
 OO0556.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 OO0556.been affixed to the stable North American tectonic plate. See 
 OO0556.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 OO0556
 OO0556.The horizontal coordinates are valid at the epoch date displayed above
 OO0556.which is a decimal equivalence of Year/Month/Day.
 OO0556
 OO0556.The orthometric height was determined by differential leveling and
 OO0556.adjusted by the NATIONAL GEODETIC SURVEY
 OO0556.in July 2008.
 OO0556
 OO0556.Significant digits in the geoid height do not necessarily reflect accuracy.
 OO0556.GEOID18 height accuracy estimate available here.
 OO0556
 OO0556.Click photographs - Photos may exist for this station.
 OO0556
 OO0556.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 OO0556
 OO0556.The Laplace correction was computed from DEFLEC18 derived deflections.
 OO0556
 OO0556.The ellipsoidal height was determined by GPS observations
 OO0556.and is referenced to NAD 83.
 OO0556
 OO0556.The dynamic height is computed by dividing the NAVD 88
 OO0556.geopotential number by the normal gravity value computed on the
 OO0556.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OO0556.degrees latitude (g = 980.6199 gals.).
 OO0556
 OO0556.The modeled gravity was interpolated from observed gravity values.
 OO0556
 OO0556. The following values were computed from the NAD 83(2011) position.
 OO0556
 OO0556;                    North         East     Units Scale Factor Converg.
 OO0556;SPC MN S     -   192,349.823   857,158.285   MT  0.99999044   +0 29 53.1
 OO0556;SPC MN S     -   631,067.71  2,812,193.47   sFT  0.99999044   +0 29 53.1
 OO0556;UTM  15      - 4,852,910.000   476,732.529   MT  0.99960666   -0 12 01.4
 OO0556
 OO0556!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OO0556!SPC MN S     -   0.99994450  x   0.99999044  =   0.99993494
 OO0556!UTM  15      -   0.99994450  x   0.99960666  =   0.99955118
 OO0556
 OO0556_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVJ7673252910(NAD 83)
 OO0556
 OO0556                          SUPERSEDED SURVEY CONTROL
 OO0556
 OO0556  NAD 83(2007)-  43 49 44.03641(N)    093 17 21.77386(W) AD(2002.00) 0
 OO0556  ELLIP H (02/10/07)  353.984  (m)                       GP(2002.00)    
 OO0556  NAD 83(1996)-  43 49 44.03576(N)    093 17 21.77326(W) AD(       ) 1
 OO0556  ELLIP H (03/16/99)  354.054  (m)                       GP(       ) 4 1
 OO0556  NAD 83(1986)-  43 49 44.02353(N)    093 17 21.77157(W) AD(       ) 1
 OO0556  NAVD 88             382.82   (m)         1256.0    (f) LEVELING    3  
 OO0556  NAVD 88 (06/15/91)  382.882  (m)         1256.17   (f) SUPERSEDED  2 0
 OO0556  NGVD 29 (??/??/92)  382.872  (m)         1256.14   (f) ADJ UNCH    2 0
 OO0556
 OO0556.Superseded values are not recommended for survey control.
 OO0556
 OO0556.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OO0556.See file dsdata.pdf to determine how the superseded data were derived.
 OO0556
 OO0556_MARKER: DB = BENCH MARK DISK
 OO0556_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 OO0556_STAMPING: 2480 RR 1971
 OO0556_MARK LOGO: MNHD
 OO0556_PROJECTION: PROJECTING 5 CENTIMETERS
 OO0556_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 OO0556_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OO0556_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OO0556+SATELLITE: SATELLITE OBSERVATIONS - April 24, 2023
 OO0556
 OO0556  HISTORY     - Date     Condition        Report By
 OO0556  HISTORY     - 19710401 MONUMENTED       MNHD
 OO0556  HISTORY     - 19920823 GOOD             MNDT
 OO0556  HISTORY     - 20000907 GOOD             MNDT
 OO0556  HISTORY     - 20130618 GOOD             MNDT
 OO0556  HISTORY     - 20201201 GOOD             MNDT
 OO0556  HISTORY     - 20230424 GOOD             MNDT
 OO0556
 OO0556                          STATION DESCRIPTION
 OO0556
 OO0556'DESCRIBED BY MN HIGHWAY DEPT 1971
 OO0556'4.8 MI N FROM CLARKS GROVE.
 OO0556'MARK IS LOCATED 4.8 MILES NORTH ALONG FAI 35 FROM THE JUNCTION OF FAI
 OO0556'35 AND T.H. 251 AT CLARKS GROVE, 102 FEET SOUTH OF A POWER POLE (AT
 OO0556'THE JUNCTION OF A NORTH-SOUTH AND EAST-WEST POWER LINE, 98 FEET WEST
 OO0556'OF, AND 2 FEET HIGHER THAN THE CENTERLINE OF SOUTHBOUND FAI 35 AT MILE
 OO0556'POINT 23.7, (STATION 1582+00), 1 FOOT EAST OF A STEEL WITNESS POST, IN
 OO0556'A 6 FOOT PRE-CAST CONCRETE MONUMENT PROJECTING 2 INCHES ABOVE GROUND.
 OO0556'NW 1/4 SECTION 7, T 104N, R 20W.
 OO0556
 OO0556                          STATION RECOVERY (1992)
 OO0556
 OO0556'RECOVERY NOTE BY MN DEPT OF TRANSP 1992 (DKH)
 OO0556'THE MARK WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.
 OO0556
 OO0556                          STATION RECOVERY (2000)
 OO0556
 OO0556'RECOVERY NOTE BY MN DEPT OF TRANSP 2000 (WAS)
 OO0556'A NEW DESCRIPTION FOLLOWS.  THE MARK IS 4.9 MI (7.9 KM) NORTH OF THE
 OO0556'JUNCTION OF TH 251 AND FAI 35 AT CLARKS GROVE, AT FAI 35 MILEPOST
 OO0556'23.7,
 OO0556'
 OO0556'98 FT (29.9 M) WEST OF SOUTHBOUND FAI 35 AT STATION 1582+00, 102 FT
 OO0556'(31.1 M) SOUTH OF A POWER POLE, 100 FT (30.5 M) SOUTH OF THE JUNCTION
 OO0556'OF NORTH-SOUTH AND EAST-WEST POWER LINES, 1.0 FT (0.3 M) EAST OF A
 OO0556'WITNESS POST.
 OO0556
 OO0556                          STATION RECOVERY (2013)
 OO0556
 OO0556'RECOVERY NOTE BY MN DEPT OF TRANSP 2013 (KMS)
 OO0556'THE STATION IS LOCATED ABOUT 9.2 MI (14.8 KM) SOUTH OF HOPE, 6.4 MI
 OO0556'(10.3 KM) NORTHWEST OF HOLLANDALE AND 3.1 MI (5.0 KM) SOUTH OF
 OO0556'ELLENDALE.
 OO0556'
 OO0556'4.9 MILES NORTH OF CLARKS GROVE, 4.8 MI (7.7 KM) NORTH ALONG
 OO0556'INTERSTATE HIGHWAY 35 FROM THE JUNCTION OF INTERSTATE HIGHWAY 35 AND
 OO0556'TRUNK HIGHWAY 251 INCH (638 CM) CLARKS GROVE, AT INTERSTATE HIGHWAY 35
 OO0556'MILE POINT 23.7.
 OO0556'
 OO0556'IT IS 102 FT (31.1 M) SOUTH OF POWER POLE, AT THE JUNCTION OF
 OO0556'NORTH-SOUTH AND EAST-WEST POWER LINES, 1.0 FT (0.3 M) EAST OF A
 OO0556'WITNESS POST.
 OO0556
 OO0556                          STATION RECOVERY (2020)
 OO0556
 OO0556'RECOVERY NOTE BY MN DEPT OF TRANSP 2020 (KMS)
 OO0556'4.9 MI (7.9 KM) NORTH OF CLARKS GROVE, 4.8 MI (7.7 KM) NORTH ALONG
 OO0556'INTERSTATE HIGHWAY 35 FROM THE JUNCTION OF INTERSTATE HIGHWAY 35 AND
 OO0556'TRUNK HIGHWAY 251 IN CLARKS GROVE, AT INTERSTATE HIGHWAY 35 MILE POINT
 OO0556'23.7, 102.0 FT (31.1 M) SOUTH OF A POWER POLE, AT THE JUNCTION OF A
 OO0556'NORTH-SOUTH AND AN EAST-WEST POWER LINES, 86.7 FT (26.4 M) WEST OF THE
 OO0556'SOUTHBOUND INTERSTATE HIGHWAY 35 FOGLINE, 1.0 FT (0.3 M) EAST OF A
 OO0556'WITNESS POST.
 OO0556
 OO0556                          STATION RECOVERY (2023)
 OO0556
 OO0556'RECOVERY NOTE BY MN DEPT OF TRANSP 2023 (KMS)
 OO0556'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 OO0555 ***********************************************************************
 OO0555  DESIGNATION -  2480 SS
 OO0555  PID         -  OO0555
 OO0555  STATE/COUNTY-  MN/FREEBORN
 OO0555  COUNTRY     -  US
 OO0555  USGS QUAD   -  ELLENDALE (2019)
 OO0555
 OO0555                         *CURRENT SURVEY CONTROL
 OO0555  ______________________________________________________________________
 OO0555* NAD 83(1986) POSITION- 43 50 19.62   (N) 093 17 21.72   (W)   HD_HELD1
 OO0555* NAVD 88 ORTHO HEIGHT -   398.251 (meters)     1306.60  (feet) ADJUSTED
 OO0555  ______________________________________________________________________
 OO0555  GEOID HEIGHT    -        -28.879 (meters)                     GEOID18
 OO0555  DYNAMIC HEIGHT  -        398.172 (meters)     1306.34  (feet) COMP
 OO0555  MODELED GRAVITY -    980,407.5   (mgal)                       NAVD 88
 OO0555
 OO0555  VERT ORDER      -  SECOND    CLASS I
 OO0555
 OO0555.The horizontal coordinates were determined by differentially corrected
 OO0555.hand held GPS observations or other comparable positioning techniques
 OO0555.and have an estimated accuracy of +/- 3 meters.
 OO0555
 OO0555.The orthometric height was determined by differential leveling and
 OO0555.adjusted by the NATIONAL GEODETIC SURVEY
 OO0555.in June 2015.
 OO0555
 OO0555.Significant digits in the geoid height do not necessarily reflect accuracy.
 OO0555.GEOID18 height accuracy estimate available here.
 OO0555
 OO0555.Click photographs - Photos may exist for this station.
 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     -   193,448.0     857,149.9     MT  (+/- 3 meters HH1 GPS) 
 OO0555
 OO0555_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVJ7673754007(NAD 83)
 OO0555
 OO0555                          SUPERSEDED SURVEY CONTROL
 OO0555
 OO0555  NAVD 88 (06/15/91)  398.230  (m)         1306.53   (f) SUPERSEDED  2 1
 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
 OO0555.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OO0555.See file dsdata.pdf to determine how the superseded data were derived.
 OO0555
 OO0555_MARKER: DB = BENCH MARK DISK
 OO0555_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 OO0555_STAMPING: 2480 SS 1971
 OO0555_MARK LOGO: MNHD
 OO0555_PROJECTION: RECESSED 5 CENTIMETERS
 OO0555_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 OO0555_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OO0555_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OO0555+SATELLITE: SATELLITE OBSERVATIONS - April 23, 2023
 OO0555
 OO0555  HISTORY     - Date     Condition        Report By
 OO0555  HISTORY     - 19710401 MONUMENTED       MNHD
 OO0555  HISTORY     - 20000907 GOOD             MNDT
 OO0555  HISTORY     - 20130618 GOOD             MNDT
 OO0555  HISTORY     - 20230423 GOOD             MNDT
 OO0555
 OO0555                          STATION DESCRIPTION
 OO0555
 OO0555'DESCRIBED BY MN HIGHWAY DEPT 1971
 OO0555'5.6 MI N FROM CLARKS GROVE.
 OO0555'MARK IS LOCATED 5.6 MILES NORTH ALONG FAI 35 FROM THE JUNCTION OF FAI
 OO0555'35 AND T.H. 251 AT CLARKS GROVE, 0.4 MILES SOUTH OF THE FREEBORN -
 OO0555'STEELE COUNTY LINE, 1.6 MILES NORTH OF COUNTY ROAD 35, 97 FEET WEST
 OO0555'OF, AND 1 FOOT HIGHER THAN THE CENTERLINE OF SOUTHBOUND FAI 35, AT
 OO0555'MILE POINT 24.4 (STATION 1618+00), 1 FOOT EAST OF A STEEL WITNESS
 OO0555'POST, IN A 6 FOOT PRE-CAST CONCRETE MONUMENT SET FLUSH WITH THE
 OO0555'GROUND.  NW 1/4 SECTION 6, T 104N, R 20W.
 OO0555
 OO0555                          STATION RECOVERY (2000)
 OO0555
 OO0555'RECOVERY NOTE BY MN DEPT OF TRANSP 2000 (WAS)
 OO0555'THE MARK IS 5.6 MI (9.0 KM) NORTH OF THE JUNCTION OF TH 261 AND FAI 35
 OO0555'AT CLARKS GROVE, 0.4 MI (0.6 KM) SOUTH OF FREEBORN-STEELE COUNTY LINE,
 OO0555'97 FT (29.6 M) WEST OF SOUTHBOUND FAI 35 AT STATION 1618+00, 1.0 FT
 OO0555'(0.3 M) EAST OF A WITNESS POST.
 OO0555
 OO0555                          STATION RECOVERY (2013)
 OO0555
 OO0555'RECOVERY NOTE BY MN DEPT OF TRANSP 2013 (KMS)
 OO0555'THE STATION IS LOCATED ABOUT 8.5 MI (13.7 KM) SOUTH OF HOPE, 6.9 MI
 OO0555'(11.1 KM) NORTHWEST OF HOLLANDALE AND 2.4 MI (3.9 KM) SOUTH-SOUTHEAST
 OO0555'OF ELLENDALE.
 OO0555'
 OO0555'5.7 MILES NORTHEAST OF CLARKS GROVE, 5.6 MI (9.0 KM) NORTH ALONG
 OO0555'INTERSTATE HIGHWAY 35  FROM THE JUNCTION OF INTERSTATE HIGHWAY 35 AND
 OO0555'TRUNK HIGHWAY 251 INCH (638 CM) CLARKS GROVE AT INTERSTATE HIGHWAY 35
 OO0555'MILE POINT 24.35, 0.4 MI (0.6 KM) SOUTH OF FREEBORN AND STEELE COUNTY
 OO0555'LINE.
 OO0555'
 OO0555'IT IS 97 FT (29.6 M) WEST OF SOUTHBOUND INTERSTATE HIGHWAY 35 AT
 OO0555'STATION 1618+00, 1.0 FT (0.3 M) EAST OF A WITNESS POST.
 OO0555
 OO0555                          STATION RECOVERY (2023)
 OO0555
 OO0555'RECOVERY NOTE BY MN DEPT OF TRANSP 2023 (KMS)
 OO0555'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 OO0554 ***********************************************************************
 OO0554  DESIGNATION -  2480 TT
 OO0554  PID         -  OO0554
 OO0554  STATE/COUNTY-  MN/FREEBORN
 OO0554  COUNTRY     -  US
 OO0554  USGS QUAD   -  ELLENDALE (2019)
 OO0554
 OO0554                         *CURRENT SURVEY CONTROL
 OO0554  ______________________________________________________________________
 OO0554* NAD 83(1986) POSITION- 43 50 53.24   (N) 093 17 10.24   (W)   HD_HELD1
 OO0554* NAVD 88 ORTHO HEIGHT -   391.486 (meters)     1284.40  (feet) ADJUSTED
 OO0554  ______________________________________________________________________
 OO0554  GEOID HEIGHT    -        -28.858 (meters)                     GEOID18
 OO0554  DYNAMIC HEIGHT  -        391.408 (meters)     1284.14  (feet) COMP
 OO0554  MODELED GRAVITY -    980,409.0   (mgal)                       NAVD 88
 OO0554
 OO0554  VERT ORDER      -  SECOND    CLASS I
 OO0554
 OO0554.The horizontal coordinates were determined by differentially corrected
 OO0554.hand held GPS observations or other comparable positioning techniques
 OO0554.and have an estimated accuracy of +/- 3 meters.
 OO0554
 OO0554.The orthometric height was determined by differential leveling and
 OO0554.adjusted by the NATIONAL GEODETIC SURVEY
 OO0554.in June 2015.
 OO0554
 OO0554.Significant digits in the geoid height do not necessarily reflect accuracy.
 OO0554.GEOID18 height accuracy estimate available here.
 OO0554
 OO0554.Click photographs - Photos may exist for this station.
 OO0554
 OO0554.The dynamic height is computed by dividing the NAVD 88
 OO0554.geopotential number by the normal gravity value computed on the
 OO0554.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OO0554.degrees latitude (g = 980.6199 gals.).
 OO0554
 OO0554.The modeled gravity was interpolated from observed gravity values.
 OO0554
 OO0554;                    North         East    Units  Estimated Accuracy
 OO0554;SPC MN S     -   194,487.8     857,397.3     MT  (+/- 3 meters HH1 GPS) 
 OO0554
 OO0554_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVJ7699755044(NAD 83)
 OO0554
 OO0554                          SUPERSEDED SURVEY CONTROL
 OO0554
 OO0554  NAVD 88 (06/15/91)  391.461  (m)         1284.32   (f) SUPERSEDED  2 1
 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
 OO0554.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OO0554.See file dsdata.pdf to determine how the superseded data were derived.
 OO0554
 OO0554_MARKER: DB = BENCH MARK DISK
 OO0554_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 OO0554_STAMPING: 2480 TT 1971
 OO0554_MARK LOGO: MNHD
 OO0554_PROJECTION: PROJECTING 5 CENTIMETERS
 OO0554_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 OO0554_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OO0554_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 OO0554+SATELLITE: SATELLITE OBSERVATIONS - June 18, 2013
 OO0554
 OO0554  HISTORY     - Date     Condition        Report By
 OO0554  HISTORY     - 19710401 MONUMENTED       MNHD
 OO0554  HISTORY     - 20000907 GOOD             MNDT
 OO0554  HISTORY     - 20130618 GOOD             MNDT
 OO0554
 OO0554                          STATION DESCRIPTION
 OO0554
 OO0554'DESCRIBED BY MN HIGHWAY DEPT 1971
 OO0554'2.0 MI SE FROM ELLENDALE.
 OO0554'MARK IS LOCATED 1.5 MILES EAST ALONG T.H. 30 FROM THE JUNCTION OF T.H.
 OO0554'30 AND COUNTY ROAD 14 IN ELLENDALE, THENCE, 1.5 MILES SOUTH ALONG FAI
 OO0554'35, AT THE FREEBORN - STEELE COUNTY LINE, 95 FEET WEST OF THE
 OO0554'CENTERLINE OF SOUTHBOUND FAI 35 AT MILE MARKER 25.0 (STATION 1653+60),
 OO0554'73 FEET SOUTHWEST OF THE WEST LEG OF AN INFORMATION SIGN (FREEBORN
 OO0554'COUNTY), 30 FEET NORTH-NORTHEAST OF A TELEPHONE POLE, 8 FEET
 OO0554'SOUTH-SOUTHEAST OF A RIGHT OF WAY MARKER POST, 1 FOOT EAST OF A STEEL
 OO0554'WITNESS POST, IN A 6 FOOT PRE-CAST CONCRETE MONUMENT, SET FLUSH WITH
 OO0554'THE GROUND.  NW 1/4 SECTION 6, T 104N, R 20W.  NOTE-- THIS MARK IS
 OO0554'ALSO 6.0 MILES NORTH OF THE JUNCTION OF FAI 35 AND T.H. 251 AT CLARKS
 OO0554'GROVE, FREEBORN COUNTY.
 OO0554
 OO0554                          STATION RECOVERY (2000)
 OO0554
 OO0554'RECOVERY NOTE BY MN DEPT OF TRANSP 2000 (WAS)
 OO0554'A NEW DESCRIPTION FOLLOWS.  THE MARK IS 1.6 MI (2.6 KM) SOUTH ALONG
 OO0554'FAI 35 FROM THE JUNCTION OF COUNTY ROAD 30 AND FAI 35, AT FAI 35
 OO0554'MILEPOST 25.05, AT FREEBORN-STEELE COUNTY LINE,
 OO0554'
 OO0554'95 FT (29.0 M) WEST OF SOUTHBOUND FAI 35 AT STATION 1636+60, 73 FT
 OO0554'(22.3 M) SOUTHWEST OF WEST LEG OF FREEBORN COUNTY SIGN, 8 FT (2.4 M)
 OO0554'SOUTH-SOUTHEAST OF RIGHT-OF-WAY MARKER POST, 1.0 FT (0.3 M) EAST OF A
 OO0554'WITNESS POST.
 OO0554
 OO0554                          STATION RECOVERY (2013)
 OO0554
 OO0554'RECOVERY NOTE BY MN DEPT OF TRANSP 2013 (KMS)
 OO0554'THE STATION IS LOCATED ABOUT 7.9 MI (12.7 KM) SOUTH OF HOPE, 7.3 MI
 OO0554'(11.7 KM) NORTHWEST OF HOLLANDALE AND 1.9 MI (3.1 KM) SOUTH-SOUTHEAST
 OO0554'OF ELLENDALE.
 OO0554'
 OO0554'1.9 MILES SOUTHEAST OF ELLENDALE, 1.5 MI (2.4 KM) SOUTH ON INTERSTATE
 OO0554'HIGHWAY 35  FROM THE JUNCTION OF TRUNK HIGHWAY 30 AND INTERSTATE
 OO0554'HIGHWAY 35, AT FREEBORN AND STEELE COUNTY LINE.
 OO0554'
 OO0554'IT IS 95 FT (29.0 M) WEST OF SOUTHBOUND INTERSTATE HIGHWAY 35 AT
 OO0554'STATION 1636+60, 73 FT (22.3 M) SOUTHWEST OF WEST LEG OF FREEBORN
 OO0554'COUNTY SIGN, 30 FT (9.1 M) NORTH-NORTHEAST OF TELEPHONE POLE, 8.0 FT
 OO0554'(2.4 M) SOUTH-SOUTHEAST OF RIGHT-OF-WAY MARKER POST, 1.0 FT (0.3 M)
 OO0554'EAST OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 OO0517 ***********************************************************************
 OO0517  DESIGNATION -  2481 A
 OO0517  PID         -  OO0517
 OO0517  STATE/COUNTY-  MN/FREEBORN
 OO0517  COUNTRY     -  US
 OO0517  USGS QUAD   -  ALBERT LEA EAST (2019)
 OO0517
 OO0517                         *CURRENT SURVEY CONTROL
 OO0517  ______________________________________________________________________
 OO0517* NAD 83(1986) POSITION- 43 41 05.34   (N) 093 20 40.43   (W)   HD_HELD1
 OO0517* NAVD 88 ORTHO HEIGHT -   393.243 (meters)     1290.16  (feet) ADJUSTED
 OO0517  ______________________________________________________________________
 OO0517  GEOID HEIGHT    -        -29.206 (meters)                     GEOID18
 OO0517  DYNAMIC HEIGHT  -        393.149 (meters)     1289.86  (feet) COMP
 OO0517  MODELED GRAVITY -    980,370.0   (mgal)                       NAVD 88
 OO0517
 OO0517  VERT ORDER      -  SECOND    CLASS I
 OO0517
 OO0517.The horizontal coordinates were determined by differentially corrected
 OO0517.hand held GPS observations or other comparable positioning techniques
 OO0517.and have an estimated accuracy of +/- 3 meters.
 OO0517
 OO0517.The orthometric height was determined by differential leveling and
 OO0517.adjusted by the NATIONAL GEODETIC SURVEY
 OO0517.in May 2019.
 OO0517
 OO0517.Significant digits in the geoid height do not necessarily reflect accuracy.
 OO0517.GEOID18 height accuracy estimate available here.
 OO0517
 OO0517.Click photographs - Photos may exist for this station.
 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     -   176,304.5     852,848.2     MT  (+/- 3 meters HH1 GPS) 
 OO0517
 OO0517_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVJ7222936924(NAD 83)
 OO0517
 OO0517                          SUPERSEDED SURVEY CONTROL
 OO0517
 OO0517  NAVD 88 (06/15/91)  393.242  (m)         1290.16   (f) SUPERSEDED  1 2
 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
 OO0517.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OO0517.See file dsdata.pdf to determine how the superseded data were derived.
 OO0517
 OO0517_MARKER: DB = BENCH MARK 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: MNHD
 OO0517_MAGNETIC: N = NO MAGNETIC MATERIAL
 OO0517_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OO0517_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 OO0517+SATELLITE: SATELLITE OBSERVATIONS - June 29, 2016
 OO0517
 OO0517  HISTORY     - Date     Condition        Report By
 OO0517  HISTORY     - 1969     MONUMENTED       MNHD
 OO0517  HISTORY     - 1980     GOOD             MNDT
 OO0517  HISTORY     - 19900907 GOOD             NGS
 OO0517  HISTORY     - 20160629 GOOD             MNDT
 OO0517
 OO0517                          STATION DESCRIPTION
 OO0517
 OO0517'DESCRIBED BY MN HIGHWAY DEPT 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, T103N,
 OO0517'R21W.  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.
 OO0517
 OO0517                          STATION RECOVERY (2016)
 OO0517
 OO0517'RECOVERY NOTE BY MN DEPT OF TRANSP 2016 (KMS)
 OO0517'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 OO1409 ***********************************************************************
 OO1409  DESIGNATION -  2481 AB
 OO1409  PID         -  OO1409
 OO1409  STATE/COUNTY-  MN/FREEBORN
 OO1409  COUNTRY     -  US
 OO1409  USGS QUAD   -  ALBERT LEA WEST (2019)
 OO1409
 OO1409                         *CURRENT SURVEY CONTROL
 OO1409  ______________________________________________________________________
 OO1409* NAD 83(1986) POSITION- 43 41 05.48   (N) 093 25 22.45   (W)   HD_HELD1
 OO1409* NAVD 88 ORTHO HEIGHT -   388.218 (meters)     1273.68  (feet) ADJUSTED
 OO1409  ______________________________________________________________________
 OO1409  GEOID HEIGHT    -        -29.340 (meters)                     GEOID18
 OO1409  DYNAMIC HEIGHT  -        388.121 (meters)     1273.36  (feet) COMP
 OO1409  MODELED GRAVITY -    980,358.0   (mgal)                       NAVD 88
 OO1409
 OO1409  VERT ORDER      -  SECOND    CLASS I
 OO1409
 OO1409.The horizontal coordinates were determined by differentially corrected
 OO1409.hand held GPS observations or other comparable positioning techniques
 OO1409.and have an estimated accuracy of +/- 3 meters.
 OO1409
 OO1409.The orthometric height was determined by differential leveling and
 OO1409.adjusted by the NATIONAL GEODETIC SURVEY
 OO1409.in May 2019.
 OO1409
 OO1409.Significant digits in the geoid height do not necessarily reflect accuracy.
 OO1409.GEOID18 height accuracy estimate available here.
 OO1409
 OO1409.Click photographs - Photos may exist for this station.
 OO1409
 OO1409.The dynamic height is computed by dividing the NAVD 88
 OO1409.geopotential number by the normal gravity value computed on the
 OO1409.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OO1409.degrees latitude (g = 980.6199 gals.).
 OO1409
 OO1409.The modeled gravity was interpolated from observed gravity values.
 OO1409
 OO1409;                    North         East    Units  Estimated Accuracy
 OO1409;SPC MN S     -   176,261.2     846,531.7     MT  (+/- 3 meters HH1 GPS) 
 OO1409
 OO1409_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVJ6591536958(NAD 83)
 OO1409
 OO1409                          SUPERSEDED SURVEY CONTROL
 OO1409
 OO1409  NAVD 88 (03/15/11)  388.223  (m)         1273.70   (f) SUPERSEDED  2 1
 OO1409  NAVD 88 (06/15/91)  388.230  (m)         1273.72   (f) SUPERSEDED  2 1
 OO1409
 OO1409.Superseded values are not recommended for survey control.
 OO1409
 OO1409.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OO1409.See file dsdata.pdf to determine how the superseded data were derived.
 OO1409
 OO1409_MARKER: DB = BENCH MARK DISK
 OO1409_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 OO1409_SP_SET: BRIDGE ABUTMENT
 OO1409_STAMPING: 2481 AB 1980
 OO1409_MARK LOGO: MNHD
 OO1409_MAGNETIC: N = NO MAGNETIC MATERIAL
 OO1409_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OO1409_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 OO1409+SATELLITE: SATELLITE OBSERVATIONS - June 29, 2016
 OO1409
 OO1409  HISTORY     - Date     Condition        Report By
 OO1409  HISTORY     - 1980     MONUMENTED       MNDT
 OO1409  HISTORY     - 20080609 GOOD             MNDT
 OO1409  HISTORY     - 20160629 GOOD             MNDT
 OO1409
 OO1409                          STATION DESCRIPTION
 OO1409
 OO1409'DESCRIBED BY MN DEPT OF TRANSP 1980
 OO1409'3.7 MI NW FROM ALBERT LEA.
 OO1409'THE MARK IS LOCATED 0.3 MILE WEST ALONG INTERSTATE HIGHWAY FROM ITS
 OO1409'JUNCTION WITH TRUNK HIGHWAY 13 NORTH OF ALBERT LEA AND IS NEAR
 OO1409'HIGHWAY 90 MILE POINT 154.3 IN THE NW 1/4 OF SECTION 36, T102N, R22W.
 OO1409'THE MARK IS 26.6 FEET SOUTHEAST OF AND ABOUT LEVEL WITH THE EASTBOUND
 OO1409'CENTERLINE OF HIGHWAY 90 IN THE SOUTHEAST END OF THE NORTHEAST
 OO1409'ABUTMENT OF BRIDGE NUMBER 24816 CARRYING EASTBOUND HIGHWAY 90 OVER
 OO1409'THE RAILROAD.  THE MARK, A STANDARD MNHD BENCH MARK DISK
 OO1409'STAMPED---2481 AB 1981---, IS CEMENTED IN A DRILL HOLE IN THE
 OO1409'HEADWALL.
 OO1409
 OO1409                          STATION RECOVERY (2008)
 OO1409
 OO1409'RECOVERY NOTE BY MN DEPT OF TRANSP 2008 (MPP)
 OO1409'RECOVERED AS DESCRIBED.
 OO1409
 OO1409                          STATION RECOVERY (2016)
 OO1409
 OO1409'RECOVERY NOTE BY MN DEPT OF TRANSP 2016 (KMS)
 OO1409'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 OO1395 ***********************************************************************
 OO1395  DESIGNATION -  2481 AC
 OO1395  PID         -  OO1395
 OO1395  STATE/COUNTY-  MN/FREEBORN
 OO1395  COUNTRY     -  US
 OO1395  USGS QUAD   -  ALBERT LEA WEST (2019)
 OO1395
 OO1395                         *CURRENT SURVEY CONTROL
 OO1395  ______________________________________________________________________
 OO1395* NAD 83(1986) POSITION- 43 41 16.41   (N) 093 25 05.49   (W)   HD_HELD1
 OO1395* NAVD 88 ORTHO HEIGHT -   395.926 (meters)     1298.97  (feet) ADJUSTED
 OO1395  ______________________________________________________________________
 OO1395  GEOID HEIGHT    -        -29.330 (meters)                     GEOID18
 OO1395  DYNAMIC HEIGHT  -        395.828 (meters)     1298.65  (feet) COMP
 OO1395  MODELED GRAVITY -    980,359.2   (mgal)                       NAVD 88
 OO1395
 OO1395  VERT ORDER      -  SECOND    CLASS I
 OO1395
 OO1395.The horizontal coordinates were determined by differentially corrected
 OO1395.hand held GPS observations or other comparable positioning techniques
 OO1395.and have an estimated accuracy of +/- 3 meters.
 OO1395
 OO1395.The orthometric height was determined by differential leveling and
 OO1395.adjusted by the NATIONAL GEODETIC SURVEY
 OO1395.in May 2019.
 OO1395
 OO1395.Significant digits in the geoid height do not necessarily reflect accuracy.
 OO1395.GEOID18 height accuracy estimate available here.
 OO1395
 OO1395.Click photographs - Photos may exist for this station.
 OO1395
 OO1395.The dynamic height is computed by dividing the NAVD 88
 OO1395.geopotential number by the normal gravity value computed on the
 OO1395.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OO1395.degrees latitude (g = 980.6199 gals.).
 OO1395
 OO1395.The modeled gravity was interpolated from observed gravity values.
 OO1395
 OO1395;                    North         East    Units  Estimated Accuracy
 OO1395;SPC MN S     -   176,601.3     846,909.2     MT  (+/- 3 meters HH1 GPS) 
 OO1395
 OO1395_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVJ6629637293(NAD 83)
 OO1395
 OO1395                          SUPERSEDED SURVEY CONTROL
 OO1395
 OO1395  NAVD 88 (06/15/91)  395.929  (m)         1298.98   (f) SUPERSEDED  1 2
 OO1395
 OO1395.Superseded values are not recommended for survey control.
 OO1395
 OO1395.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OO1395.See file dsdata.pdf to determine how the superseded data were derived.
 OO1395
 OO1395_MARKER: DB = BENCH MARK DISK
 OO1395_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 OO1395_SP_SET: BRIDGE ABUTMENT
 OO1395_STAMPING: 2481 AC 1980
 OO1395_MARK LOGO: MNHD
 OO1395_MAGNETIC: N = NO MAGNETIC MATERIAL
 OO1395_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OO1395_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 OO1395+SATELLITE: SATELLITE OBSERVATIONS - June 29, 2016
 OO1395
 OO1395  HISTORY     - Date     Condition        Report By
 OO1395  HISTORY     - 1980     MONUMENTED       MNDT
 OO1395  HISTORY     - 19900907 GOOD             NGS
 OO1395  HISTORY     - 20080609 GOOD             MNDT
 OO1395  HISTORY     - 20160629 GOOD             MNDT
 OO1395
 OO1395                          STATION DESCRIPTION
 OO1395
 OO1395'DESCRIBED BY MN DEPT OF TRANSP 1980
 OO1395'3.7 MI NW FROM ALBERT LEA.
 OO1395'THE MARK IS LOCATED AT THE JUNCTION OF INTERSTATE HIGHWAY 90 AND
 OO1395'TRUNK HIGHWAY 13 NORTHWEST OF ALBERT LEA AND IS NEAR HIGHWAY 90 MILE
 OO1395'POINT 154.6 IN THE SE 1/4 OF SECTION 25, T103N, R22W.  THE MARK IS
 OO1395'24.4 FEET SOUTHEAST OF AND ABOUT LEVEL WITH THE EASTBOUND HIGHWAY 90
 OO1395'CENTERLINE IN THE SOUTHEAST END OF THE NORTHEAST ABUTMENT FOR BRIDGE
 OO1395'NUMBER 16844 CARRYING EASTBOUND HIGHWAY 90 OVER HIGHWAY 13.  THE
 OO1395'MARK, A STANDARD MNHD BENCH MARK DISK STAMPED---2481 AC 1980---, IS
 OO1395'CEMENTED IN A DRILL HOLE IN THE BRIDGE ABUTMENT.
 OO1395
 OO1395                          STATION RECOVERY (1990)
 OO1395
 OO1395'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990
 OO1395'IN ALBERT LEA, AT THE INTERSECTION OF INTERSTATE HIGHWAY 90 AND STATE
 OO1395'HIGHWAY 13 (EXIT 154), IN TOP OF AND 2.1 M (6.9 FT) WEST OF THE EAST
 OO1395'END OF THE NORTHEAST CONCRETE ABUTMENT OF THE EASTBOUND HIGHWAY 90
 OO1395'OVERPASS OF HIGHWAY 13, 18.6 M (61.0 FT) NORTHEAST OF THE CENTERLINE
 OO1395'OF HIGHWAY 13, AND 7.4 M (24.3 FT) SOUTHEAST OF AND LEVEL WITH THE
 OO1395'CENTERLINE OF THE EASTBOUND LANES OF HIGHWAY 90.
 OO1395
 OO1395                          STATION RECOVERY (2008)
 OO1395
 OO1395'RECOVERY NOTE BY MN DEPT OF TRANSP 2008 (MPP)
 OO1395'RECOVERED AS DESCRIBED.
 OO1395
 OO1395                          STATION RECOVERY (2016)
 OO1395
 OO1395'RECOVERY NOTE BY MN DEPT OF TRANSP 2016 (KMS)
 OO1395'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 OO1427 ***********************************************************************
 OO1427  DESIGNATION -  2481 AD
 OO1427  PID         -  OO1427
 OO1427  STATE/COUNTY-  MN/FREEBORN
 OO1427  COUNTRY     -  US
 OO1427  USGS QUAD   -  ALBERT LEA WEST (2019)
 OO1427
 OO1427                         *CURRENT SURVEY CONTROL
 OO1427  ______________________________________________________________________
 OO1427* NAD 83(2011) POSITION- 43 41 31.24344(N) 093 24 14.30105(W)   ADJUSTED
 OO1427* NAD 83(2011) ELLIP HT-   371.601 (meters)        (06/27/12)   ADJUSTED
 OO1427* NAD 83(2011) EPOCH   -  2010.00
 OO1427* NAVD 88 ORTHO HEIGHT -   400.900 (meters)     1315.29  (feet) ADJUSTED
 OO1427  ______________________________________________________________________
 OO1427  GEOID HEIGHT    -        -29.305 (meters)                     GEOID18
 OO1427  NAD 83(2011) X  -   -274,282.557 (meters)                     COMP
 OO1427  NAD 83(2011) Y  - -4,611,300.160 (meters)                     COMP
 OO1427  NAD 83(2011) Z  -  4,383,668.510 (meters)                     COMP
 OO1427  LAPLACE CORR    -          3.52  (seconds)                    DEFLEC18
 OO1427  DYNAMIC HEIGHT  -        400.802 (meters)     1314.96  (feet) COMP
 OO1427  MODELED GRAVITY -    980,361.6   (mgal)                       NAVD 88
 OO1427
 OO1427  VERT ORDER      -  SECOND    CLASS I
 OO1427
 OO1427  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 OO1427  Standards:
 OO1427         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 OO1427            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 OO1427  -------------------------------------------------------------------
 OO1427  NETWORK    0.31   0.47           0.14   0.11   0.24      0.09354290
 OO1427  -------------------------------------------------------------------
 OO1427  Click here for local accuracies and other accuracy information.
 OO1427
 OO1427.The horizontal coordinates were established by GPS observations
 OO1427.and adjusted by the National Geodetic Survey in June 2012.
 OO1427
 OO1427.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 OO1427.been affixed to the stable North American tectonic plate. See 
 OO1427.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 OO1427
 OO1427.The horizontal coordinates are valid at the epoch date displayed above
 OO1427.which is a decimal equivalence of Year/Month/Day.
 OO1427
 OO1427.The orthometric height was determined by differential leveling and
 OO1427.adjusted by the NATIONAL GEODETIC SURVEY
 OO1427.in June 1991.
 OO1427
 OO1427.Significant digits in the geoid height do not necessarily reflect accuracy.
 OO1427.GEOID18 height accuracy estimate available here.
 OO1427
 OO1427.Click photographs - Photos may exist for this station.
 OO1427
 OO1427.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 OO1427
 OO1427.The Laplace correction was computed from DEFLEC18 derived deflections.
 OO1427
 OO1427.The ellipsoidal height was determined by GPS observations
 OO1427.and is referenced to NAD 83.
 OO1427
 OO1427.The dynamic height is computed by dividing the NAVD 88
 OO1427.geopotential number by the normal gravity value computed on the
 OO1427.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OO1427.degrees latitude (g = 980.6199 gals.).
 OO1427
 OO1427.The modeled gravity was interpolated from observed gravity values.
 OO1427
 OO1427. The following values were computed from the NAD 83(2011) position.
 OO1427
 OO1427;                    North         East     Units Scale Factor Converg.
 OO1427;SPC MN S     -   177,067.312   848,052.277   MT  1.00002104   +0 25 04.0
 OO1427;SPC MN S     -   580,928.34  2,782,318.18   sFT  1.00002104   +0 25 04.0
 OO1427;UTM  15      - 4,837,745.505   467,444.780   MT  0.99961304   -0 16 44.6
 OO1427
 OO1427!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OO1427!SPC MN S     -   0.99994173  x   1.00002104  =   0.99996277
 OO1427!UTM  15      -   0.99994173  x   0.99961304  =   0.99955479
 OO1427
 OO1427_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVJ6744437745(NAD 83)
 OO1427
 OO1427                          SUPERSEDED SURVEY CONTROL
 OO1427
 OO1427  NAD 83(2007)-  43 41 31.24366(N)    093 24 14.30195(W) AD(2002.00) 0
 OO1427  ELLIP H (02/10/07)  371.621  (m)                       GP(2002.00)    
 OO1427  NAD 83(1996)-  43 41 31.24285(N)    093 24 14.30099(W) AD(       ) 1
 OO1427  ELLIP H (02/05/03)  371.680  (m)                       GP(       ) 3 2
 OO1427  NAD 83(1996)-  43 41 31.24290(N)    093 24 14.30119(W) AD(       ) 2
 OO1427  ELLIP H (03/16/99)  371.677  (m)                       GP(       ) 4 1
 OO1427  NAD 83(1986)-  43 41 31.22865(N)    093 24 14.29728(W) AD(       ) 2
 OO1427  NAVD 88             400.90   (m)         1315.3    (f) LEVELING    3  
 OO1427
 OO1427.Superseded values are not recommended for survey control.
 OO1427
 OO1427.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OO1427.See file dsdata.pdf to determine how the superseded data were derived.
 OO1427
 OO1427_MARKER: DV = VERTICAL CONTROL DISK
 OO1427_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 OO1427_STAMPING: 2481 AD 1980
 OO1427_MARK LOGO: MNHD
 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 - December 01, 2020
 OO1427_ROD/PIPE-DEPTH: 7.3 meters
 OO1427
 OO1427  HISTORY     - Date     Condition        Report By
 OO1427  HISTORY     - 19800520 MONUMENTED       MNHD
 OO1427  HISTORY     - 19920427 GOOD             MNDT
 OO1427  HISTORY     - 19961118 GOOD             MNDT
 OO1427  HISTORY     - 20080609 GOOD             MNDT
 OO1427  HISTORY     - 20130521 GOOD             MNDT
 OO1427  HISTORY     - 20160629 GOOD             MNDT
 OO1427  HISTORY     - 20201201 GOOD             MNDT
 OO1427
 OO1427                          STATION DESCRIPTION
 OO1427
 OO1427'DESCRIBED BY MN HIGHWAY DEPT 1980
 OO1427'3.3 MI NW FROM ALBERT LEA.
 OO1427'THE MARK IS LOCATED 0.8 MILE NORTHEAST ALONG INTERSTATE HIGHWAY 90
 OO1427'FROM ITS JUNCTION WITH TRUNK HIGHWAY 13 NORTH OF ALBERT LEA AND IS
 OO1427'NEAR HIGHWAY 90 MILE POINT 155.4 IN THE SW 1/4 OF SECTION 30, T103N,
 OO1427'R21W.  THE MARK IS 167.8 FEET NORTHEAST OF THE CENTER OF WESTBOUND
 OO1427'HIGHWAY 90 STATIONING STENCIL 945, 97.5 FEET NORTH OF THE WESTBOUND
 OO1427'HIGHWAY 90 CENTERLINE, 52.8 FEET SOUTHWEST OF A 15 INCH WHITE OAK
 OO1427'TREE AT THE SOUTHWEST CORNER OF A SMALL WOODS, 1.2 FEET SOUTH OF THE
 OO1427'RIGHT-OF-WAY FENCE AND 0.6 FOOT SOUTH OF A STEEL WITNESS POST.  THE
 OO1427'MARK, A STANDARD MNHD VERTICAL CONTROL MARK DISK STAMPED---2481 AD
 OO1427'1980---, IS CRIMPED TO THE TOP OF A DRIVEN 5/8 INCH DIAMETER BY 24
 OO1427'FOOT LONG COPPER-CLAD STEEL ROD THAT PROJECTS 2 INCHES ABOVE GROUND
 OO1427'LEVEL.
 OO1427
 OO1427                          STATION RECOVERY (1992)
 OO1427
 OO1427'RECOVERY NOTE BY MN DEPT OF TRANSP 1992 (DKH)
 OO1427'THE MARK WAS RECOVERED IN GOOD CONDITION AS PREVIOUSLY DESCRIBED.
 OO1427
 OO1427                          STATION RECOVERY (1996)
 OO1427
 OO1427'RECOVERY NOTE BY MN DEPT OF TRANSP 1996 (DKH)
 OO1427'THE MARK WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.  THE MARK IS
 OO1427'FLUSH, MAGNETIC AND SUITABLE FOR GPS.  ROD DEPTH IS 24 FT.
 OO1427
 OO1427                          STATION RECOVERY (2008)
 OO1427
 OO1427'RECOVERY NOTE BY MN DEPT OF TRANSP 2008 (MPP)
 OO1427'3.3 MILES NORTHWEST OF ALBERT LEA, 0.8 MILE NORTHEAST ON INTERSTATE
 OO1427'HIGHWAY 90 FROM JUNCTION OF INTERSTATE HIGHWAY 90 AND TRUNK HIGHWAY
 OO1427'13, AT INTERSTATE HIGHWAY 90 MILEPOINT 155.4, 97.5 FEET NORTH OF
 OO1427'WESTBOUND INTERSTATE HIGHWAY 90, 167.8 FEET NORTHEAST OF WESTBOUND
 OO1427'INTERSTATE HIGHWAY 90 STATION 945 STENCIL, 1.2 FEET SOUTH OF
 OO1427'RIGHT-OF-WAY FENCE, 0.6 FOOT SOUTH OF WITNESS POST.
 OO1427
 OO1427                          STATION RECOVERY (2013)
 OO1427
 OO1427'RECOVERY NOTE BY MN DEPT OF TRANSP 2013 (DAS)
 OO1427'3.3 MI (5.3 KM) NORTHWEST OF ALBERT LEA, 0.8 MI (1.3 KM) NORTHEAST
 OO1427'ALONG INTERSTATE HIGHWAY 90  FROM THE JUNCTION OF INTERSTATE HIGHWAY
 OO1427'90 AND TRUNK HIGHWAY 13, AT INTERSTATE HIGHWAY 90 MILE POINT 155.4,
 OO1427'97.5 FT (29.7 M) NORTH OF WESTBOUND INTERSTATE HIGHWAY 90, 1.2 FT (0.4
 OO1427'M) SOUTH OF A FENCE, 167.8 FT (51.1 M) NORTHEAST OF STATION 945
 OO1427'STENCIL, 0.6 FT (18 CM) SOUTH OF A WITNESS POST.
 OO1427
 OO1427                          STATION RECOVERY (2016)
 OO1427
 OO1427'RECOVERY NOTE BY MN DEPT OF TRANSP 2016 (KMS)
 OO1427'RECOVERED AS DESCRIBED.
 OO1427
 OO1427                          STATION RECOVERY (2020)
 OO1427
 OO1427'RECOVERY NOTE BY MN DEPT OF TRANSP 2020 (KMS)
 OO1427'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DQ5874 ***********************************************************************
 DQ5874  DESIGNATION -  2481 AE
 DQ5874  PID         -  DQ5874
 DQ5874  STATE/COUNTY-  MN/FREEBORN
 DQ5874  COUNTRY     -  US
 DQ5874  USGS QUAD   -  ALDEN (2019)
 DQ5874
 DQ5874                         *CURRENT SURVEY CONTROL
 DQ5874  ______________________________________________________________________
 DQ5874* NAD 83(1986) POSITION- 43 39 53.85   (N) 093 33 43.82   (W)   HD_HELD1
 DQ5874* NAVD 88 ORTHO HEIGHT -   394.990 (meters)     1295.90  (feet) ADJUSTED
 DQ5874  ______________________________________________________________________
 DQ5874  GEOID HEIGHT    -        -29.436 (meters)                     GEOID18
 DQ5874  DYNAMIC HEIGHT  -        394.888 (meters)     1295.56  (feet) COMP
 DQ5874  MODELED GRAVITY -    980,351.1   (mgal)                       NAVD 88
 DQ5874
 DQ5874  VERT ORDER      -  SECOND    CLASS I
 DQ5874
 DQ5874.The horizontal coordinates were determined by differentially corrected
 DQ5874.hand held GPS observations or other comparable positioning techniques
 DQ5874.and have an estimated accuracy of +/- 3 meters.
 DQ5874
 DQ5874.The orthometric height was determined by differential leveling and
 DQ5874.adjusted by the NATIONAL GEODETIC SURVEY
 DQ5874.in May 2019.
 DQ5874
 DQ5874.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ5874.GEOID18 height accuracy estimate available here.
 DQ5874
 DQ5874.Click photographs - Photos may exist for this station.
 DQ5874
 DQ5874.The dynamic height is computed by dividing the NAVD 88
 DQ5874.geopotential number by the normal gravity value computed on the
 DQ5874.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ5874.degrees latitude (g = 980.6199 gals.).
 DQ5874
 DQ5874.The modeled gravity was interpolated from observed gravity values.
 DQ5874
 DQ5874;                    North         East    Units  Estimated Accuracy
 DQ5874;SPC MN S     -   173,980.8     835,314.3     MT  (+/- 3 meters HH1 GPS) 
 DQ5874
 DQ5874_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVJ5467534815(NAD 83)
 DQ5874
 DQ5874                          SUPERSEDED SURVEY CONTROL
 DQ5874
 DQ5874.No superseded survey control is available for this station.
 DQ5874
 DQ5874_MARKER: F = FLANGE-ENCASED ROD
 DQ5874_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DQ5874_STAMPING: 2481 AE 2016
 DQ5874_MARK LOGO: MNDT
 DQ5874_PROJECTION: RECESSED 5 CENTIMETERS
 DQ5874_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DQ5874_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ5874_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ5874+SATELLITE: SATELLITE OBSERVATIONS - December 01, 2020
 DQ5874_ROD/PIPE-DEPTH: 8.8 meters
 DQ5874
 DQ5874  HISTORY     - Date     Condition        Report By
 DQ5874  HISTORY     - 20160621 MONUMENTED       MNDT
 DQ5874  HISTORY     - 20201201 GOOD             MNDT
 DQ5874
 DQ5874                          STATION DESCRIPTION
 DQ5874
 DQ5874'DESCRIBED BY MN DEPT OF TRANSP 2016
 DQ5874'THE MARK IS LOCATED ABOUT 0.8 MI (1.3 KM) EAST OF ALDEN.
 DQ5874'
 DQ5874'TO REACH THE MARK GO 0.8 MI (1.3 KM) EAST ALONG INTERSTATE HIGHWAY 90
 DQ5874'FROM THE JUNCTION OF INTERSTATE HIGHWAY 90 AND TRUNK HIGHWAY 109 IN
 DQ5874'ALDEN, AT INTERSTATE HIGHWAY 90 MILE POINT 146.8.
 DQ5874'
 DQ5874'THE MARK IS LOCATED 92.3 FT (28.1 M) SOUTH OF EASTBOUND INTERSTATE
 DQ5874'HIGHWAY 90, 6.4 FT (2.0 M) NORTH OF RIGHT-OF-WAY POST, 1.5 FT (0.5 M)
 DQ5874'NORTH OF A WITNESS POST.
 DQ5874'
 DQ5874'NOTE-THE STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM ROD
 DQ5874'DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION REMOVABLE DISK
 DQ5874'SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH PVC
 DQ5874'PIPE BACK FILLED WITH WASHED SAND.
 DQ5874
 DQ5874                          STATION RECOVERY (2020)
 DQ5874
 DQ5874'RECOVERY NOTE BY MN DEPT OF TRANSP 2020 (KMS)
 DQ5874'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DQ5873 ***********************************************************************
 DQ5873  DESIGNATION -  2481 AF
 DQ5873  PID         -  DQ5873
 DQ5873  STATE/COUNTY-  MN/FREEBORN
 DQ5873  COUNTRY     -  US
 DQ5873  USGS QUAD   -  ALDEN (2019)
 DQ5873
 DQ5873                         *CURRENT SURVEY CONTROL
 DQ5873  ______________________________________________________________________
 DQ5873* NAD 83(1986) POSITION- 43 39 59.75   (N) 093 35 42.58   (W)   HD_HELD1
 DQ5873* NAVD 88 ORTHO HEIGHT -   375.582 (meters)     1232.22  (feet) ADJUSTED
 DQ5873  ______________________________________________________________________
 DQ5873  GEOID HEIGHT    -        -29.426 (meters)                     GEOID18
 DQ5873  DYNAMIC HEIGHT  -        375.487 (meters)     1231.91  (feet) COMP
 DQ5873  MODELED GRAVITY -    980,353.7   (mgal)                       NAVD 88
 DQ5873
 DQ5873  VERT ORDER      -  SECOND    CLASS I
 DQ5873
 DQ5873.The horizontal coordinates were determined by differentially corrected
 DQ5873.hand held GPS observations or other comparable positioning techniques
 DQ5873.and have an estimated accuracy of +/- 3 meters.
 DQ5873
 DQ5873.The orthometric height was determined by differential leveling and
 DQ5873.adjusted by the NATIONAL GEODETIC SURVEY
 DQ5873.in May 2019.
 DQ5873
 DQ5873.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ5873.GEOID18 height accuracy estimate available here.
 DQ5873
 DQ5873.Click photographs - Photos may exist for this station.
 DQ5873
 DQ5873.The dynamic height is computed by dividing the NAVD 88
 DQ5873.geopotential number by the normal gravity value computed on the
 DQ5873.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ5873.degrees latitude (g = 980.6199 gals.).
 DQ5873
 DQ5873.The modeled gravity was interpolated from observed gravity values.
 DQ5873
 DQ5873;                    North         East    Units  Estimated Accuracy
 DQ5873;SPC MN S     -   174,149.2     832,652.6     MT  (+/- 3 meters HH1 GPS) 
 DQ5873
 DQ5873_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVJ5201735015(NAD 83)
 DQ5873
 DQ5873                          SUPERSEDED SURVEY CONTROL
 DQ5873
 DQ5873.No superseded survey control is available for this station.
 DQ5873
 DQ5873_MARKER: F = FLANGE-ENCASED ROD
 DQ5873_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DQ5873_STAMPING: 2481 AF 2016
 DQ5873_MARK LOGO: MNDT
 DQ5873_PROJECTION: RECESSED 5 CENTIMETERS
 DQ5873_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DQ5873_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ5873_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ5873+SATELLITE: SATELLITE OBSERVATIONS - June 01, 2016
 DQ5873_ROD/PIPE-DEPTH: 10.7 meters
 DQ5873
 DQ5873  HISTORY     - Date     Condition        Report By
 DQ5873  HISTORY     - 20160601 MONUMENTED       MNDT
 DQ5873
 DQ5873                          STATION DESCRIPTION
 DQ5873
 DQ5873'DESCRIBED BY MN DEPT OF TRANSP 2016
 DQ5873'THE MARK IS LOCATED ABOUT 1.0 MI (1.6 KM) WEST OF ALDEN.
 DQ5873'
 DQ5873'TO REACH THE MARK GO 0.9 MI (1.4 KM) WEST ALONG INTERSTATE HIGHWAY 90
 DQ5873'FROM THE JUNCTION OF INTERSTATE HIGHWAY 90 AND TRUNK HIGHWAY 109 IN
 DQ5873'ALDEN, AT INTERSTATE HIGHWAY 90 MILE POINT 145.45.
 DQ5873'
 DQ5873'THE MARK IS LOCATED 91.6 FT (27.9 M) NORTH OF WESTBOUND INTERSTATE
 DQ5873'HIGHWAY 90, 7.0 FT (2.1 M) SOUTH OF RIGHT-OF-WAY FENCE, 1.5 FT (0.5 M)
 DQ5873'NORTH OF A WITNESS POST.
 DQ5873'
 DQ5873'NOTE-THE STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM ROD
 DQ5873'DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION REMOVABLE DISK
 DQ5873'SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH PVC
 DQ5873'PIPE BACK FILLED WITH WASHED SAND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DQ5872 ***********************************************************************
 DQ5872  DESIGNATION -  2481 AG
 DQ5872  PID         -  DQ5872
 DQ5872  STATE/COUNTY-  MN/FREEBORN
 DQ5872  COUNTRY     -  US
 DQ5872  USGS QUAD   -  WELLS (2019)
 DQ5872
 DQ5872                         *CURRENT SURVEY CONTROL
 DQ5872  ______________________________________________________________________
 DQ5872* NAD 83(1986) POSITION- 43 39 54.14   (N) 093 37 37.20   (W)   HD_HELD1
 DQ5872* NAVD 88 ORTHO HEIGHT -   366.458 (meters)     1202.29  (feet) ADJUSTED
 DQ5872  ______________________________________________________________________
 DQ5872  GEOID HEIGHT    -        -29.402 (meters)                     GEOID18
 DQ5872  DYNAMIC HEIGHT  -        366.365 (meters)     1201.98  (feet) COMP
 DQ5872  MODELED GRAVITY -    980,356.4   (mgal)                       NAVD 88
 DQ5872
 DQ5872  VERT ORDER      -  SECOND    CLASS I
 DQ5872
 DQ5872.The horizontal coordinates were determined by differentially corrected
 DQ5872.hand held GPS observations or other comparable positioning techniques
 DQ5872.and have an estimated accuracy of +/- 3 meters.
 DQ5872
 DQ5872.The orthometric height was determined by differential leveling and
 DQ5872.adjusted by the NATIONAL GEODETIC SURVEY
 DQ5872.in May 2019.
 DQ5872
 DQ5872.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ5872.GEOID18 height accuracy estimate available here.
 DQ5872
 DQ5872.Click photographs - Photos may exist for this station.
 DQ5872
 DQ5872.The dynamic height is computed by dividing the NAVD 88
 DQ5872.geopotential number by the normal gravity value computed on the
 DQ5872.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ5872.degrees latitude (g = 980.6199 gals.).
 DQ5872
 DQ5872.The modeled gravity was interpolated from observed gravity values.
 DQ5872
 DQ5872;                    North         East    Units  Estimated Accuracy
 DQ5872;SPC MN S     -   173,963.8     830,085.4     MT  (+/- 3 meters HH1 GPS) 
 DQ5872
 DQ5872_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVJ4944834861(NAD 83)
 DQ5872
 DQ5872                          SUPERSEDED SURVEY CONTROL
 DQ5872
 DQ5872.No superseded survey control is available for this station.
 DQ5872
 DQ5872_MARKER: F = FLANGE-ENCASED ROD
 DQ5872_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DQ5872_STAMPING: 2481 AG 2016
 DQ5872_MARK LOGO: MNDT
 DQ5872_PROJECTION: RECESSED 10 CENTIMETERS
 DQ5872_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DQ5872_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ5872_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ5872+SATELLITE: SATELLITE OBSERVATIONS - August 10, 2016
 DQ5872_ROD/PIPE-DEPTH: 10.4 meters
 DQ5872
 DQ5872  HISTORY     - Date     Condition        Report By
 DQ5872  HISTORY     - 20160810 MONUMENTED       MNDT
 DQ5872
 DQ5872                          STATION DESCRIPTION
 DQ5872
 DQ5872'DESCRIBED BY MN DEPT OF TRANSP 2016
 DQ5872'THE MARK IS LOCATED ABOUT 2.6 MI (4.2 KM) WEST-SOUTHWEST OF ALDEN.
 DQ5872'
 DQ5872'TO REACH THE MARK GO 2.5 MI (4.0 KM) WEST ALONG INTERSTATE HIGHWAY 90
 DQ5872'FROM THE JUNCTION OF INTERSTATE HIGHWAY 90 AND TRUNK HIGHWAY 109 IN
 DQ5872'ALDEN, AT INTERSTATE HIGHWAY 90 MILE POINT 143.85.
 DQ5872'
 DQ5872'THE MARK IS LOCATED 95.5 FT (29.1 M) SOUTH OF SOUTHBOUND INTERSTATE
 DQ5872'HIGHWAY 90, 3.6 FT (1.1 M) NORTH OF RIGHT-OF-WAY FENCE, 1.5 FT (0.5 M)
 DQ5872'NORTH OF A WITNESS POST.
 DQ5872'
 DQ5872'NOTE-THE STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM ROD
 DQ5872'DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION REMOVABLE DISK
 DQ5872'SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH PVC
 DQ5872'PIPE BACK FILLED WITH WASHED SAND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DQ5876 ***********************************************************************
 DQ5876  DESIGNATION -  2481 AH
 DQ5876  PID         -  DQ5876
 DQ5876  STATE/COUNTY-  MN/FREEBORN
 DQ5876  COUNTRY     -  US
 DQ5876  USGS QUAD   -  ALDEN (2019)
 DQ5876
 DQ5876                         *CURRENT SURVEY CONTROL
 DQ5876  ______________________________________________________________________
 DQ5876* NAD 83(1986) POSITION- 43 39 55.93   (N) 093 31 47.82   (W)   HD_HELD1
 DQ5876* NAVD 88 ORTHO HEIGHT -   394.625 (meters)     1294.70  (feet) ADJUSTED
 DQ5876  ______________________________________________________________________
 DQ5876  GEOID HEIGHT    -        -29.433 (meters)                     GEOID18
 DQ5876  DYNAMIC HEIGHT  -        394.523 (meters)     1294.36  (feet) COMP
 DQ5876  MODELED GRAVITY -    980,349.6   (mgal)                       NAVD 88
 DQ5876
 DQ5876  VERT ORDER      -  SECOND    CLASS I
 DQ5876
 DQ5876.The horizontal coordinates were determined by differentially corrected
 DQ5876.hand held GPS observations or other comparable positioning techniques
 DQ5876.and have an estimated accuracy of +/- 3 meters.
 DQ5876
 DQ5876.The orthometric height was determined by differential leveling and
 DQ5876.adjusted by the NATIONAL GEODETIC SURVEY
 DQ5876.in May 2019.
 DQ5876
 DQ5876.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ5876.GEOID18 height accuracy estimate available here.
 DQ5876
 DQ5876.Click photographs - Photos may exist for this station.
 DQ5876
 DQ5876.The dynamic height is computed by dividing the NAVD 88
 DQ5876.geopotential number by the normal gravity value computed on the
 DQ5876.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ5876.degrees latitude (g = 980.6199 gals.).
 DQ5876
 DQ5876.The modeled gravity was interpolated from observed gravity values.
 DQ5876
 DQ5876;                    North         East    Units  Estimated Accuracy
 DQ5876;SPC MN S     -   174,059.4     837,912.9     MT  (+/- 3 meters HH1 GPS) 
 DQ5876
 DQ5876_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVJ5727334862(NAD 83)
 DQ5876
 DQ5876                          SUPERSEDED SURVEY CONTROL
 DQ5876
 DQ5876.No superseded survey control is available for this station.
 DQ5876
 DQ5876_MARKER: F = FLANGE-ENCASED ROD
 DQ5876_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DQ5876_STAMPING: 2481 AH 2016
 DQ5876_MARK LOGO: MNDT
 DQ5876_PROJECTION: RECESSED 5 CENTIMETERS
 DQ5876_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DQ5876_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ5876_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ5876+SATELLITE: SATELLITE OBSERVATIONS - August 16, 2016
 DQ5876_ROD/PIPE-DEPTH: 16.2 meters
 DQ5876
 DQ5876  HISTORY     - Date     Condition        Report By
 DQ5876  HISTORY     - 20160816 MONUMENTED       MNDT
 DQ5876
 DQ5876                          STATION DESCRIPTION
 DQ5876
 DQ5876'DESCRIBED BY MN DEPT OF TRANSP 2016
 DQ5876'THE MARK IS LOCATED ABOUT 2.4 MI (3.9 KM) EAST-SOUTHEAST OF ALDEN.
 DQ5876'
 DQ5876'TO REACH THE MARK GO 2.4 MI (3.9 KM) EAST ALONG INTERSTATE HIGHWAY 90
 DQ5876'FROM THE JUNCTION OF INTERSTATE HIGHWAY 90 AND TRUNK HIGHWAY 109 IN
 DQ5876'ALDEN, AT INTERSTATE HIGHWAY 90 MILE POINT 148.4.
 DQ5876'
 DQ5876'THE MARK IS LOCATED 95.2 FT (29.0 M) SOUTH OF EASTBOUND INTERSTATE
 DQ5876'HIGHWAY 90, 18.5 FT (5.6 M) EAST OF CROSS-OVER EXTENDED, 3.9 FT (1.2
 DQ5876'M) NORTH OF RIGHT-OF-WAY FENCE, 1.5 FT (0.5 M) NORTH OF A WITNESS
 DQ5876'POST.
 DQ5876'
 DQ5876'NOTE-THE STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM ROD
 DQ5876'DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION REMOVABLE DISK
 DQ5876'SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH PVC
 DQ5876'PIPE BACK FILLED WITH WASHED SAND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DQ5877 ***********************************************************************
 DQ5877  DESIGNATION -  2481 AJ
 DQ5877  PID         -  DQ5877
 DQ5877  STATE/COUNTY-  MN/FREEBORN
 DQ5877  COUNTRY     -  US
 DQ5877  USGS QUAD   -  ALDEN (2019)
 DQ5877
 DQ5877                         *CURRENT SURVEY CONTROL
 DQ5877  ______________________________________________________________________
 DQ5877* NAD 83(1986) POSITION- 43 40 13.51   (N) 093 30 35.27   (W)   HD_HELD1
 DQ5877* NAVD 88 ORTHO HEIGHT -   403.672 (meters)     1324.38  (feet) ADJUSTED
 DQ5877  ______________________________________________________________________
 DQ5877  GEOID HEIGHT    -        -29.425 (meters)                     GEOID18
 DQ5877  DYNAMIC HEIGHT  -        403.568 (meters)     1324.04  (feet) COMP
 DQ5877  MODELED GRAVITY -    980,349.7   (mgal)                       NAVD 88
 DQ5877
 DQ5877  VERT ORDER      -  SECOND    CLASS I
 DQ5877
 DQ5877.The horizontal coordinates were determined by differentially corrected
 DQ5877.hand held GPS observations or other comparable positioning techniques
 DQ5877.and have an estimated accuracy of +/- 3 meters.
 DQ5877
 DQ5877.The orthometric height was determined by differential leveling and
 DQ5877.adjusted by the NATIONAL GEODETIC SURVEY
 DQ5877.in May 2019.
 DQ5877
 DQ5877.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ5877.GEOID18 height accuracy estimate available here.
 DQ5877
 DQ5877.Click photographs - Photos may exist for this station.
 DQ5877
 DQ5877.The dynamic height is computed by dividing the NAVD 88
 DQ5877.geopotential number by the normal gravity value computed on the
 DQ5877.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ5877.degrees latitude (g = 980.6199 gals.).
 DQ5877
 DQ5877.The modeled gravity was interpolated from observed gravity values.
 DQ5877
 DQ5877;                    North         East    Units  Estimated Accuracy
 DQ5877;SPC MN S     -   174,611.5     839,535.1     MT  (+/- 3 meters HH1 GPS) 
 DQ5877
 DQ5877_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVJ5890135394(NAD 83)
 DQ5877
 DQ5877                          SUPERSEDED SURVEY CONTROL
 DQ5877
 DQ5877.No superseded survey control is available for this station.
 DQ5877
 DQ5877_MARKER: F = FLANGE-ENCASED ROD
 DQ5877_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DQ5877_STAMPING: 2481 AJ 2016
 DQ5877_MARK LOGO: MNDT
 DQ5877_PROJECTION: RECESSED 8 CENTIMETERS
 DQ5877_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DQ5877_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ5877_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ5877+SATELLITE: SATELLITE OBSERVATIONS - December 01, 2020
 DQ5877_ROD/PIPE-DEPTH: 7.3 meters
 DQ5877
 DQ5877  HISTORY     - Date     Condition        Report By
 DQ5877  HISTORY     - 20160810 MONUMENTED       MNDT
 DQ5877  HISTORY     - 20201201 GOOD             MNDT
 DQ5877
 DQ5877                          STATION DESCRIPTION
 DQ5877
 DQ5877'DESCRIBED BY MN DEPT OF TRANSP 2016
 DQ5877'THE MARK IS LOCATED ABOUT 3.3 MI (5.3 KM) EAST OF ALDEN.
 DQ5877'
 DQ5877'TO REACH THE MARK GO 3.5 MI (5.6 KM) EAST ALONG INTERSTATE HIGHWAY 90
 DQ5877'FROM THE JUNCTION OF INTERSTATE HIGHWAY 90 AND TRUNK HIGHWAY 109 IN
 DQ5877'ALDEN, AT INTERSTATE HIGHWAY 90 MILE POINT 149.55.
 DQ5877'
 DQ5877'THE MARK IS LOCATED 548.1 FT (167.1 M) SOUTHEAST OF EASTBOUND
 DQ5877'INTERSTATE HIGHWAY 90, 1.5 FT (0.5 M) NORTHWEST OF A WITNESS POST.
 DQ5877'
 DQ5877'NOTE-THE STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM ROD
 DQ5877'DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION REMOVABLE DISK
 DQ5877'SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH PVC
 DQ5877'PIPE BACK FILLED WITH WASHED SAND.
 DQ5877
 DQ5877                          STATION RECOVERY (2020)
 DQ5877
 DQ5877'RECOVERY NOTE BY MN DEPT OF TRANSP 2020 (KMS)
 DQ5877'3.3 MI (5.3 KM) EAST OF ALDEN, 3.5 MI (5.6 KM) EAST ALONG INTERSTATE
 DQ5877'HIGHWAY 90 FROM THE JUNCTION OF INTERSTATE HIGHWAY 90 AND TRUNK
 DQ5877'HIGHWAY 109 IN ALDEN, AT INTERSTATE HIGHWAY 90 MILE POINT 149.55, 47.7
 DQ5877'FT (14.5 M) SOUTHEAST OF EASTBOUND INTERSTATE HIGHWAY 90, 1.5 FT (0.5
 DQ5877'M) NORTHWEST OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DQ5878 ***********************************************************************
 DQ5878  DESIGNATION -  2481 AK
 DQ5878  PID         -  DQ5878
 DQ5878  STATE/COUNTY-  MN/FREEBORN
 DQ5878  COUNTRY     -  US
 DQ5878  USGS QUAD   -  ALBERT LEA WEST (2019)
 DQ5878
 DQ5878                         *CURRENT SURVEY CONTROL
 DQ5878  ______________________________________________________________________
 DQ5878* NAD 83(1986) POSITION- 43 40 32.73   (N) 093 29 57.01   (W)   HD_HELD1
 DQ5878* NAVD 88 ORTHO HEIGHT -   389.752 (meters)     1278.71  (feet) ADJUSTED
 DQ5878  ______________________________________________________________________
 DQ5878  GEOID HEIGHT    -        -29.417 (meters)                     GEOID18
 DQ5878  DYNAMIC HEIGHT  -        389.651 (meters)     1278.38  (feet) COMP
 DQ5878  MODELED GRAVITY -    980,350.5   (mgal)                       NAVD 88
 DQ5878
 DQ5878  VERT ORDER      -  SECOND    CLASS I
 DQ5878
 DQ5878.The horizontal coordinates were determined by differentially corrected
 DQ5878.hand held GPS observations or other comparable positioning techniques
 DQ5878.and have an estimated accuracy of +/- 3 meters.
 DQ5878
 DQ5878.The orthometric height was determined by differential leveling and
 DQ5878.adjusted by the NATIONAL GEODETIC SURVEY
 DQ5878.in May 2019.
 DQ5878
 DQ5878.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ5878.GEOID18 height accuracy estimate available here.
 DQ5878
 DQ5878.Click photographs - Photos may exist for this station.
 DQ5878
 DQ5878.The dynamic height is computed by dividing the NAVD 88
 DQ5878.geopotential number by the normal gravity value computed on the
 DQ5878.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ5878.degrees latitude (g = 980.6199 gals.).
 DQ5878
 DQ5878.The modeled gravity was interpolated from observed gravity values.
 DQ5878
 DQ5878;                    North         East    Units  Estimated Accuracy
 DQ5878;SPC MN S     -   175,209.9     840,388.6     MT  (+/- 3 meters HH1 GPS) 
 DQ5878
 DQ5878_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVJ5976235982(NAD 83)
 DQ5878
 DQ5878                          SUPERSEDED SURVEY CONTROL
 DQ5878
 DQ5878.No superseded survey control is available for this station.
 DQ5878
 DQ5878_MARKER: F = FLANGE-ENCASED ROD
 DQ5878_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DQ5878_STAMPING: 2481 AK 2016
 DQ5878_MARK LOGO: MNDT
 DQ5878_PROJECTION: RECESSED 5 CENTIMETERS
 DQ5878_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DQ5878_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ5878_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ5878+SATELLITE: SATELLITE OBSERVATIONS - August 16, 2016
 DQ5878_ROD/PIPE-DEPTH: 13.7 meters
 DQ5878
 DQ5878  HISTORY     - Date     Condition        Report By
 DQ5878  HISTORY     - 20160816 MONUMENTED       MNDT
 DQ5878
 DQ5878                          STATION DESCRIPTION
 DQ5878
 DQ5878'DESCRIBED BY MN DEPT OF TRANSP 2016
 DQ5878'THE MARK IS LOCATED ABOUT 3.8 MI (6.1 KM) EAST OF ALDEN.
 DQ5878'
 DQ5878'TO REACH THE MARK GO 4.2 MI (6.8 KM) EAST ALONG INTERSTATE HIGHWAY 90
 DQ5878'FROM THE JUNCTION OF INTERSTATE HIGHWAY 90 AND TRUNK HIGHWAY 109 IN
 DQ5878'ALDEN, AT INTERSTATE HIGHWAY 90 MILE POINT 150.25.
 DQ5878'
 DQ5878'THE MARK IS LOCATED 94.8 FT (28.9 M) SOUTH-SOUTHEAST OF EASTBOUND
 DQ5878'INTERSTATE HIGHWAY 90, 3.5 FT (1.1 M) NORTH-NORTHWEST OF RIGHT-OF-WAY
 DQ5878'FENCE, 1.5 FT (0.5 M) NORTH-NORTHWEST OF A WITNESS POST.
 DQ5878'
 DQ5878'NOTE-THE STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM ROD
 DQ5878'DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION REMOVABLE DISK
 DQ5878'SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH PVC
 DQ5878'PIPE BACK FILLED WITH WASHED SAND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DQ5881 ***********************************************************************
 DQ5881  DESIGNATION -  2481 AL
 DQ5881  PID         -  DQ5881
 DQ5881  STATE/COUNTY-  MN/FREEBORN
 DQ5881  COUNTRY     -  US
 DQ5881  USGS QUAD   -  ALBERT LEA WEST (2019)
 DQ5881
 DQ5881                         *CURRENT SURVEY CONTROL
 DQ5881  ______________________________________________________________________
 DQ5881* NAD 83(1986) POSITION- 43 41 00.93   (N) 093 25 33.57   (W)   HD_HELD1
 DQ5881* NAVD 88 ORTHO HEIGHT -   387.028 (meters)     1269.77  (feet) ADJUSTED
 DQ5881  ______________________________________________________________________
 DQ5881  GEOID HEIGHT    -        -29.345 (meters)                     GEOID18
 DQ5881  DYNAMIC HEIGHT  -        386.931 (meters)     1269.46  (feet) COMP
 DQ5881  MODELED GRAVITY -    980,357.3   (mgal)                       NAVD 88
 DQ5881
 DQ5881  VERT ORDER      -  SECOND    CLASS I
 DQ5881
 DQ5881.The horizontal coordinates were determined by differentially corrected
 DQ5881.hand held GPS observations or other comparable positioning techniques
 DQ5881.and have an estimated accuracy of +/- 3 meters.
 DQ5881
 DQ5881.The orthometric height was determined by differential leveling and
 DQ5881.adjusted by the NATIONAL GEODETIC SURVEY
 DQ5881.in May 2019.
 DQ5881
 DQ5881.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ5881.GEOID18 height accuracy estimate available here.
 DQ5881
 DQ5881.Click photographs - Photos may exist for this station.
 DQ5881
 DQ5881.The dynamic height is computed by dividing the NAVD 88
 DQ5881.geopotential number by the normal gravity value computed on the
 DQ5881.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ5881.degrees latitude (g = 980.6199 gals.).
 DQ5881
 DQ5881.The modeled gravity was interpolated from observed gravity values.
 DQ5881
 DQ5881;                    North         East    Units  Estimated Accuracy
 DQ5881;SPC MN S     -   176,119.1     846,283.7     MT  (+/- 3 meters HH1 GPS) 
 DQ5881
 DQ5881_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVJ6566536819(NAD 83)
 DQ5881
 DQ5881                          SUPERSEDED SURVEY CONTROL
 DQ5881
 DQ5881.No superseded survey control is available for this station.
 DQ5881
 DQ5881_MARKER: F = FLANGE-ENCASED ROD
 DQ5881_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DQ5881_STAMPING: 2481 AL 2016
 DQ5881_MARK LOGO: MNDT
 DQ5881_PROJECTION: RECESSED 13 CENTIMETERS
 DQ5881_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DQ5881_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ5881_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ5881+SATELLITE: SATELLITE OBSERVATIONS - August 08, 2016
 DQ5881_ROD/PIPE-DEPTH: 16.8 meters
 DQ5881
 DQ5881  HISTORY     - Date     Condition        Report By
 DQ5881  HISTORY     - 20160808 MONUMENTED       MNDT
 DQ5881
 DQ5881                          STATION DESCRIPTION
 DQ5881
 DQ5881'DESCRIBED BY MN DEPT OF TRANSP 2016
 DQ5881'THE MARK IS LOCATED ABOUT 3.6 MI (5.8 KM) NORTHWEST OF ALBERT LEA.
 DQ5881'
 DQ5881'TO REACH THE MARK GO 0.45 MI (0.72 KM) WEST ALONG INTERSTATE HIGHWAY
 DQ5881'90 FROM THE JUNCTION OF INTERSTATE HIGHWAY 90 AND TRUNK HIGHWAY 13
 DQ5881'(JUNCTION IS 3.0 MI (4.8 KM) NORTHWEST OF ALBERT LEA), AT INTERSTATE
 DQ5881'HIGHWAY 90 MILE POINT 154.1.
 DQ5881'
 DQ5881'THE MARK IS LOCATED 85.9 FT (26.2 M) NORTHWEST OF WESTBOUND INTERSTATE
 DQ5881'HIGHWAY 90, 26.0 FT (7.9 M) SOUTHEAST OF RIGHT-OF-WAY FENCE, 1.5 FT
 DQ5881'(0.5 M) SOUTHEAST OF A WITNESS POST.
 DQ5881'
 DQ5881'NOTE-THE STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM ROD
 DQ5881'DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION REMOVABLE DISK
 DQ5881'SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH PVC
 DQ5881'PIPE BACK FILLED WITH WASHED SAND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DQ5882 ***********************************************************************
 DQ5882  DESIGNATION -  2481 AM
 DQ5882  PID         -  DQ5882
 DQ5882  STATE/COUNTY-  MN/FREEBORN
 DQ5882  COUNTRY     -  US
 DQ5882  USGS QUAD   -  ALBERT LEA WEST (2019)
 DQ5882
 DQ5882                         *CURRENT SURVEY CONTROL
 DQ5882  ______________________________________________________________________
 DQ5882* NAD 83(1986) POSITION- 43 41 14.47   (N) 093 25 09.64   (W)   HD_HELD1
 DQ5882* NAVD 88 ORTHO HEIGHT -   392.342 (meters)     1287.21  (feet) ADJUSTED
 DQ5882  ______________________________________________________________________
 DQ5882  GEOID HEIGHT    -        -29.332 (meters)                     GEOID18
 DQ5882  DYNAMIC HEIGHT  -        392.245 (meters)     1286.89  (feet) COMP
 DQ5882  MODELED GRAVITY -    980,358.6   (mgal)                       NAVD 88
 DQ5882
 DQ5882  VERT ORDER      -  SECOND    CLASS I
 DQ5882
 DQ5882.The horizontal coordinates were determined by differentially corrected
 DQ5882.hand held GPS observations or other comparable positioning techniques
 DQ5882.and have an estimated accuracy of +/- 3 meters.
 DQ5882
 DQ5882.The orthometric height was determined by differential leveling and
 DQ5882.adjusted by the NATIONAL GEODETIC SURVEY
 DQ5882.in May 2019.
 DQ5882
 DQ5882.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ5882.GEOID18 height accuracy estimate available here.
 DQ5882
 DQ5882.Click photographs - Photos may exist for this station.
 DQ5882
 DQ5882.The dynamic height is computed by dividing the NAVD 88
 DQ5882.geopotential number by the normal gravity value computed on the
 DQ5882.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ5882.degrees latitude (g = 980.6199 gals.).
 DQ5882
 DQ5882.The modeled gravity was interpolated from observed gravity values.
 DQ5882
 DQ5882;                    North         East    Units  Estimated Accuracy
 DQ5882;SPC MN S     -   176,540.7     846,816.7     MT  (+/- 3 meters HH1 GPS) 
 DQ5882
 DQ5882_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVJ6620337234(NAD 83)
 DQ5882
 DQ5882                          SUPERSEDED SURVEY CONTROL
 DQ5882
 DQ5882.No superseded survey control is available for this station.
 DQ5882
 DQ5882_MARKER: F = FLANGE-ENCASED ROD
 DQ5882_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DQ5882_STAMPING: 2481 AM 2016
 DQ5882_MARK LOGO: MNDT
 DQ5882_PROJECTION: RECESSED 5 CENTIMETERS
 DQ5882_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DQ5882_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ5882_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ5882+SATELLITE: SATELLITE OBSERVATIONS - August 08, 2016
 DQ5882_ROD/PIPE-DEPTH: 16.2 meters
 DQ5882
 DQ5882  HISTORY     - Date     Condition        Report By
 DQ5882  HISTORY     - 20160808 MONUMENTED       MNDT
 DQ5882
 DQ5882                          STATION DESCRIPTION
 DQ5882
 DQ5882'DESCRIBED BY MN DEPT OF TRANSP 2016
 DQ5882'THE MARK IS LOCATED ABOUT 3.0 MI (4.8 KM) NORTHWEST OF ALBERT LEA.
 DQ5882'
 DQ5882'TO REACH THE MARK GO AT THE JUNCTION OF INTERSTATE HIGHWAY 90 AND
 DQ5882'TRUNK HIGHWAY 13 (JUNCTION IS 3.0 MI (4.8 KM) NORTHWEST OF ALBERT
 DQ5882'LEA), AT INTERSTATE HIGHWAY 90 MILE POINT 154.5.
 DQ5882'
 DQ5882'THE MARK IS LOCATED 30.4 FT (9.3 M) NORTHWEST OF EASTBOUND INTERSTATE
 DQ5882'HIGHWAY 90, 53.7 FT (16.4 M) SOUTHEAST OF WESTBOUND INTERSTATE HIGHWAY
 DQ5882'90, 2.8 FT (0.9 M) SOUTHWEST OF NOSE OF GUARD RAIL, 1.5 FT (0.5 M)
 DQ5882'SOUTHWEST OF A WITNESS POST.
 DQ5882'
 DQ5882'NOTE-THE STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM ROD
 DQ5882'DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION REMOVABLE DISK
 DQ5882'SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH PVC
 DQ5882'PIPE BACK FILLED WITH WASHED SAND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DQ5883 ***********************************************************************
 DQ5883  DESIGNATION -  2481 AN
 DQ5883  PID         -  DQ5883
 DQ5883  STATE/COUNTY-  MN/FREEBORN
 DQ5883  COUNTRY     -  US
 DQ5883  USGS QUAD   -  ALBERT LEA WEST (2019)
 DQ5883
 DQ5883                         *CURRENT SURVEY CONTROL
 DQ5883  ______________________________________________________________________
 DQ5883* NAD 83(1986) POSITION- 43 41 27.76   (N) 093 23 14.99   (W)   HD_HELD1
 DQ5883* NAVD 88 ORTHO HEIGHT -   386.153 (meters)     1266.90  (feet) ADJUSTED
 DQ5883  ______________________________________________________________________
 DQ5883  GEOID HEIGHT    -        -29.280 (meters)                     GEOID18
 DQ5883  DYNAMIC HEIGHT  -        386.059 (meters)     1266.60  (feet) COMP
 DQ5883  MODELED GRAVITY -    980,363.7   (mgal)                       NAVD 88
 DQ5883
 DQ5883  VERT ORDER      -  SECOND    CLASS I
 DQ5883
 DQ5883.The horizontal coordinates were determined by differentially corrected
 DQ5883.hand held GPS observations or other comparable positioning techniques
 DQ5883.and have an estimated accuracy of +/- 3 meters.
 DQ5883
 DQ5883.The orthometric height was determined by differential leveling and
 DQ5883.adjusted by the NATIONAL GEODETIC SURVEY
 DQ5883.in May 2019.
 DQ5883
 DQ5883.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ5883.GEOID18 height accuracy estimate available here.
 DQ5883
 DQ5883.Click photographs - Photos may exist for this station.
 DQ5883
 DQ5883.The dynamic height is computed by dividing the NAVD 88
 DQ5883.geopotential number by the normal gravity value computed on the
 DQ5883.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ5883.degrees latitude (g = 980.6199 gals.).
 DQ5883
 DQ5883.The modeled gravity was interpolated from observed gravity values.
 DQ5883
 DQ5883;                    North         East    Units  Estimated Accuracy
 DQ5883;SPC MN S     -   176,969.6     849,381.3     MT  (+/- 3 meters HH1 GPS) 
 DQ5883
 DQ5883_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVJ6877137631(NAD 83)
 DQ5883
 DQ5883                          SUPERSEDED SURVEY CONTROL
 DQ5883
 DQ5883.No superseded survey control is available for this station.
 DQ5883
 DQ5883_MARKER: F = FLANGE-ENCASED ROD
 DQ5883_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DQ5883_STAMPING: 2481 AN 2016
 DQ5883_MARK LOGO: MNDT
 DQ5883_PROJECTION: RECESSED 10 CENTIMETERS
 DQ5883_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DQ5883_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ5883_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ5883+SATELLITE: SATELLITE OBSERVATIONS - August 10, 2016
 DQ5883_ROD/PIPE-DEPTH: 14.6 meters
 DQ5883
 DQ5883  HISTORY     - Date     Condition        Report By
 DQ5883  HISTORY     - 20160810 MONUMENTED       MNDT
 DQ5883
 DQ5883                          STATION DESCRIPTION
 DQ5883
 DQ5883'DESCRIBED BY MN DEPT OF TRANSP 2016
 DQ5883'THE MARK IS LOCATED ABOUT IN ALBERT LEA.
 DQ5883'
 DQ5883'TO REACH THE MARK GO 1.45 MI (2.33 KM) WEST ALONG INTERSTATE HIGHWAY
 DQ5883'90 FROM THE JUNCTION OF INTERSTATE HIGHWAY 90 AND COUNTY ROAD 22
 DQ5883'(BRIDGE AVENUE) IN ALBERT LEA, AT INTERSTATE HIGHWAY 90 MILE POINT
 DQ5883'156.25.
 DQ5883'
 DQ5883'THE MARK IS LOCATED 96.5 FT (29.4 M) SOUTH OF EASTBOUND INTERSTATE
 DQ5883'HIGHWAY 90, 3.0 FT (0.9 M) NORTH OF RIGHT-OF-WAY FENCE, 1.5 FT (0.5 M)
 DQ5883'NORTH OF A WITNESS POST.
 DQ5883'
 DQ5883'NOTE-THE STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM ROD
 DQ5883'DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION REMOVABLE DISK
 DQ5883'SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH PVC
 DQ5883'PIPE BACK FILLED WITH WASHED SAND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DQ5884 ***********************************************************************
 DQ5884  DESIGNATION -  2481 AP
 DQ5884  PID         -  DQ5884
 DQ5884  STATE/COUNTY-  MN/FREEBORN
 DQ5884  COUNTRY     -  US
 DQ5884  USGS QUAD   -  ALBERT LEA EAST (2019)
 DQ5884
 DQ5884                         *CURRENT SURVEY CONTROL
 DQ5884  ______________________________________________________________________
 DQ5884* NAD 83(1986) POSITION- 43 41 21.40   (N) 093 22 05.96   (W)   HD_HELD1
 DQ5884* NAVD 88 ORTHO HEIGHT -   379.479 (meters)     1245.01  (feet) ADJUSTED
 DQ5884  ______________________________________________________________________
 DQ5884  GEOID HEIGHT    -        -29.249 (meters)                     GEOID18
 DQ5884  DYNAMIC HEIGHT  -        379.388 (meters)     1244.71  (feet) COMP
 DQ5884  MODELED GRAVITY -    980,366.6   (mgal)                       NAVD 88
 DQ5884
 DQ5884  VERT ORDER      -  SECOND    CLASS I
 DQ5884
 DQ5884.The horizontal coordinates were determined by differentially corrected
 DQ5884.hand held GPS observations or other comparable positioning techniques
 DQ5884.and have an estimated accuracy of +/- 3 meters.
 DQ5884
 DQ5884.The orthometric height was determined by differential leveling and
 DQ5884.adjusted by the NATIONAL GEODETIC SURVEY
 DQ5884.in May 2019.
 DQ5884
 DQ5884.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ5884.GEOID18 height accuracy estimate available here.
 DQ5884
 DQ5884.Click photographs - Photos may exist for this station.
 DQ5884
 DQ5884.The dynamic height is computed by dividing the NAVD 88
 DQ5884.geopotential number by the normal gravity value computed on the
 DQ5884.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ5884.degrees latitude (g = 980.6199 gals.).
 DQ5884
 DQ5884.The modeled gravity was interpolated from observed gravity values.
 DQ5884
 DQ5884;                    North         East    Units  Estimated Accuracy
 DQ5884;SPC MN S     -   176,785.1     850,928.7     MT  (+/- 3 meters HH1 GPS) 
 DQ5884
 DQ5884_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVJ7031637428(NAD 83)
 DQ5884
 DQ5884                          SUPERSEDED SURVEY CONTROL
 DQ5884
 DQ5884.No superseded survey control is available for this station.
 DQ5884
 DQ5884_MARKER: F = FLANGE-ENCASED ROD
 DQ5884_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DQ5884_STAMPING: 2481 AP 2016
 DQ5884_MARK LOGO: MNDT
 DQ5884_PROJECTION: RECESSED 10 CENTIMETERS
 DQ5884_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DQ5884_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ5884_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ5884+SATELLITE: SATELLITE OBSERVATIONS - December 01, 2020
 DQ5884_ROD/PIPE-DEPTH: 11.9 meters
 DQ5884
 DQ5884  HISTORY     - Date     Condition        Report By
 DQ5884  HISTORY     - 20160810 MONUMENTED       MNDT
 DQ5884  HISTORY     - 20201201 GOOD             MNDT
 DQ5884
 DQ5884                          STATION DESCRIPTION
 DQ5884
 DQ5884'DESCRIBED BY MN DEPT OF TRANSP 2016
 DQ5884'THE MARK IS LOCATED ABOUT IN ALBERT LEA.
 DQ5884'
 DQ5884'TO REACH THE MARK GO 0.5 MI (0.8 KM) WEST ALONG INTERSTATE HIGHWAY 90
 DQ5884'FROM THE JUNCTION OF INTERSTATE HIGHWAY 90 AND COUNTY ROAD 22 IN
 DQ5884'ALBERT LEA, AT INTERSTATE HIGHWAY 90 MILE POINT 157.2.
 DQ5884'
 DQ5884'THE MARK IS LOCATED 95.3 FT (29.0 M) SOUTH OF EASTBOUND INTERSTATE
 DQ5884'HIGHWAY 90, 3.2 FT (1.0 M) NORTH OF RIGHT-OF-WAY FENCE, 1.5 FT (0.5 M)
 DQ5884'NORTH OF A WITNESS POST.
 DQ5884'
 DQ5884'NOTE-THE STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM ROD
 DQ5884'DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION REMOVABLE DISK
 DQ5884'SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH PVC
 DQ5884'PIPE BACK FILLED WITH WASHED SAND.
 DQ5884
 DQ5884                          STATION RECOVERY (2020)
 DQ5884
 DQ5884'RECOVERY NOTE BY MN DEPT OF TRANSP 2020 (KMS)
 DQ5884'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DQ5885 ***********************************************************************
 DQ5885  DESIGNATION -  2481 AQ
 DQ5885  PID         -  DQ5885
 DQ5885  STATE/COUNTY-  MN/FREEBORN
 DQ5885  COUNTRY     -  US
 DQ5885  USGS QUAD   -  ALBERT LEA EAST (2019)
 DQ5885
 DQ5885                         *CURRENT SURVEY CONTROL
 DQ5885  ______________________________________________________________________
 DQ5885* NAD 83(1986) POSITION- 43 41 14.64   (N) 093 21 29.48   (W)   HD_HELD1
 DQ5885* NAVD 88 ORTHO HEIGHT -   383.634 (meters)     1258.64  (feet) ADJUSTED
 DQ5885  ______________________________________________________________________
 DQ5885  GEOID HEIGHT    -        -29.231 (meters)                     GEOID18
 DQ5885  DYNAMIC HEIGHT  -        383.542 (meters)     1258.34  (feet) COMP
 DQ5885  MODELED GRAVITY -    980,368.0   (mgal)                       NAVD 88
 DQ5885
 DQ5885  VERT ORDER      -  SECOND    CLASS I
 DQ5885
 DQ5885.The horizontal coordinates were determined by differentially corrected
 DQ5885.hand held GPS observations or other comparable positioning techniques
 DQ5885.and have an estimated accuracy of +/- 3 meters.
 DQ5885
 DQ5885.The orthometric height was determined by differential leveling and
 DQ5885.adjusted by the NATIONAL GEODETIC SURVEY
 DQ5885.in May 2019.
 DQ5885
 DQ5885.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ5885.GEOID18 height accuracy estimate available here.
 DQ5885
 DQ5885.Click photographs - Photos may exist for this station.
 DQ5885
 DQ5885.The dynamic height is computed by dividing the NAVD 88
 DQ5885.geopotential number by the normal gravity value computed on the
 DQ5885.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ5885.degrees latitude (g = 980.6199 gals.).
 DQ5885
 DQ5885.The modeled gravity was interpolated from observed gravity values.
 DQ5885
 DQ5885;                    North         East    Units  Estimated Accuracy
 DQ5885;SPC MN S     -   176,582.8     851,747.3     MT  (+/- 3 meters HH1 GPS) 
 DQ5885
 DQ5885_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVJ7113237216(NAD 83)
 DQ5885
 DQ5885                          SUPERSEDED SURVEY CONTROL
 DQ5885
 DQ5885.No superseded survey control is available for this station.
 DQ5885
 DQ5885_MARKER: F = FLANGE-ENCASED ROD
 DQ5885_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DQ5885_STAMPING: 2481 AQ 2016
 DQ5885_MARK LOGO: MNDT
 DQ5885_PROJECTION: RECESSED 8 CENTIMETERS
 DQ5885_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DQ5885_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ5885_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ5885+SATELLITE: SATELLITE OBSERVATIONS - August 08, 2016
 DQ5885_ROD/PIPE-DEPTH: 13.4 meters
 DQ5885
 DQ5885  HISTORY     - Date     Condition        Report By
 DQ5885  HISTORY     - 20160808 MONUMENTED       MNDT
 DQ5885
 DQ5885                          STATION DESCRIPTION
 DQ5885
 DQ5885'DESCRIBED BY MN DEPT OF TRANSP 2016
 DQ5885'THE MARK IS LOCATED ABOUT IN ALBERT LEA.
 DQ5885'
 DQ5885'TO REACH THE MARK GO 0.05 MI (0.08 KM) EAST ALONG INTERSTATE HIGHWAY
 DQ5885'90 FROM THE JUNCTION OF INTERSTATE HIGHWAY 90 AND COUNTY ROAD 22
 DQ5885'(BRIDGE AVENUE) IN ALBERT LEA, AT INTERSTATE HIGHWAY 90 MILE POINT
 DQ5885'157.75.
 DQ5885'
 DQ5885'THE MARK IS LOCATED 45.8 FT (14.0 M) SOUTH OF EASTBOUND INTERSTATE
 DQ5885'HIGHWAY 90, 148.7 FT (45.3 M) EAST-SOUTHEAST OF THE SOUTHEAST CORNER
 DQ5885'OF BRIDGE, 1.5 FT (0.5 M) NORTH OF A WITNESS POST.
 DQ5885'
 DQ5885'NOTE-THE STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM ROD
 DQ5885'DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION REMOVABLE DISK
 DQ5885'SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH PVC
 DQ5885'PIPE BACK FILLED WITH WASHED SAND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DQ5886 ***********************************************************************
 DQ5886  DESIGNATION -  2481 AR
 DQ5886  PID         -  DQ5886
 DQ5886  STATE/COUNTY-  MN/FREEBORN
 DQ5886  COUNTRY     -  US
 DQ5886  USGS QUAD   -  ALBERT LEA EAST (2019)
 DQ5886
 DQ5886                         *CURRENT SURVEY CONTROL
 DQ5886  ______________________________________________________________________
 DQ5886* NAD 83(1986) POSITION- 43 41 05.95   (N) 093 20 38.85   (W)   HD_HELD1
 DQ5886* NAVD 88 ORTHO HEIGHT -   392.755 (meters)     1288.56  (feet) ADJUSTED
 DQ5886  ______________________________________________________________________
 DQ5886  GEOID HEIGHT    -        -29.205 (meters)                     GEOID18
 DQ5886  DYNAMIC HEIGHT  -        392.661 (meters)     1288.26  (feet) COMP
 DQ5886  MODELED GRAVITY -    980,370.1   (mgal)                       NAVD 88
 DQ5886
 DQ5886  VERT ORDER      -  SECOND    CLASS I
 DQ5886
 DQ5886.The horizontal coordinates were determined by differentially corrected
 DQ5886.hand held GPS observations or other comparable positioning techniques
 DQ5886.and have an estimated accuracy of +/- 3 meters.
 DQ5886
 DQ5886.The orthometric height was determined by differential leveling and
 DQ5886.adjusted by the NATIONAL GEODETIC SURVEY
 DQ5886.in May 2019.
 DQ5886
 DQ5886.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ5886.GEOID18 height accuracy estimate available here.
 DQ5886
 DQ5886.Click photographs - Photos may exist for this station.
 DQ5886
 DQ5886.The dynamic height is computed by dividing the NAVD 88
 DQ5886.geopotential number by the normal gravity value computed on the
 DQ5886.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ5886.degrees latitude (g = 980.6199 gals.).
 DQ5886
 DQ5886.The modeled gravity was interpolated from observed gravity values.
 DQ5886
 DQ5886;                    North         East    Units  Estimated Accuracy
 DQ5886;SPC MN S     -   176,323.6     852,883.4     MT  (+/- 3 meters HH1 GPS) 
 DQ5886
 DQ5886_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVJ7226436943(NAD 83)
 DQ5886
 DQ5886                          SUPERSEDED SURVEY CONTROL
 DQ5886
 DQ5886.No superseded survey control is available for this station.
 DQ5886
 DQ5886_MARKER: F = FLANGE-ENCASED ROD
 DQ5886_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DQ5886_STAMPING: 2481 AR 2016
 DQ5886_MARK LOGO: MNDT
 DQ5886_PROJECTION: RECESSED 8 CENTIMETERS
 DQ5886_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DQ5886_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ5886_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ5886+SATELLITE: SATELLITE OBSERVATIONS - August 09, 2016
 DQ5886_ROD/PIPE-DEPTH: 14.3 meters
 DQ5886
 DQ5886  HISTORY     - Date     Condition        Report By
 DQ5886  HISTORY     - 20160809 MONUMENTED       MNDT
 DQ5886
 DQ5886                          STATION DESCRIPTION
 DQ5886
 DQ5886'DESCRIBED BY MN DEPT OF TRANSP 2016
 DQ5886'THE MARK IS LOCATED ABOUT IN ALBERT LEA.
 DQ5886'
 DQ5886'TO REACH THE MARK GO 1.2 MI (1.9 KM) WEST ALONG INTERSTATE HIGHWAY 90
 DQ5886'FROM THE JUNCTION OF INTERSTATE HIGHWAY 90 AND INTERSTATE HIGHWAY 35
 DQ5886'(JUNCTION IS 3.0 MI (4.8 KM) NORTHEAST OF ALBERT LEA), AT INTERSTATE
 DQ5886'HIGHWAY 90 MILE POINT 158.5, 30.2 FT (9.2 M) SOUTH OF WESTBOUND
 DQ5886'INTERSTATE HIGHWAY 90.
 DQ5886'
 DQ5886'THE MARK IS LOCATED 55.6 FT (16.9 M) NORTH OF EASTBOUND INTERSTATE
 DQ5886'HIGHWAY 90, 4.6 FT (1.4 M) EAST OF NOSE OF GUARD RAIL, 1.5 FT (0.5 M)
 DQ5886'EAST OF A WITNESS POST.
 DQ5886'
 DQ5886'NOTE-THE STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM ROD
 DQ5886'DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION REMOVABLE DISK
 DQ5886'SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH PVC
 DQ5886'PIPE BACK FILLED WITH WASHED SAND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DQ5887 ***********************************************************************
 DQ5887  DESIGNATION -  2481 AS
 DQ5887  PID         -  DQ5887
 DQ5887  STATE/COUNTY-  MN/FREEBORN
 DQ5887  COUNTRY     -  US
 DQ5887  USGS QUAD   -  ALBERT LEA EAST (2019)
 DQ5887
 DQ5887                         *CURRENT SURVEY CONTROL
 DQ5887  ______________________________________________________________________
 DQ5887* NAD 83(1986) POSITION- 43 41 06.69   (N) 093 19 40.52   (W)   HD_HELD1
 DQ5887* NAVD 88 ORTHO HEIGHT -   387.544 (meters)     1271.47  (feet) ADJUSTED
 DQ5887  ______________________________________________________________________
 DQ5887  GEOID HEIGHT    -        -29.170 (meters)                     GEOID18
 DQ5887  DYNAMIC HEIGHT  -        387.453 (meters)     1271.17  (feet) COMP
 DQ5887  MODELED GRAVITY -    980,373.1   (mgal)                       NAVD 88
 DQ5887
 DQ5887  VERT ORDER      -  SECOND    CLASS I
 DQ5887
 DQ5887.The horizontal coordinates were determined by differentially corrected
 DQ5887.hand held GPS observations or other comparable positioning techniques
 DQ5887.and have an estimated accuracy of +/- 3 meters.
 DQ5887
 DQ5887.The orthometric height was determined by differential leveling and
 DQ5887.adjusted by the NATIONAL GEODETIC SURVEY
 DQ5887.in May 2019.
 DQ5887
 DQ5887.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ5887.GEOID18 height accuracy estimate available here.
 DQ5887
 DQ5887.Click photographs - Photos may exist for this station.
 DQ5887
 DQ5887.The dynamic height is computed by dividing the NAVD 88
 DQ5887.geopotential number by the normal gravity value computed on the
 DQ5887.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ5887.degrees latitude (g = 980.6199 gals.).
 DQ5887
 DQ5887.The modeled gravity was interpolated from observed gravity values.
 DQ5887
 DQ5887;                    North         East    Units  Estimated Accuracy
 DQ5887;SPC MN S     -   176,357.1     854,189.6     MT  (+/- 3 meters HH1 GPS) 
 DQ5887
 DQ5887_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVJ7357036960(NAD 83)
 DQ5887
 DQ5887                          SUPERSEDED SURVEY CONTROL
 DQ5887
 DQ5887.No superseded survey control is available for this station.
 DQ5887
 DQ5887_MARKER: F = FLANGE-ENCASED ROD
 DQ5887_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DQ5887_STAMPING: 2481 AS 2016
 DQ5887_MARK LOGO: MNDT
 DQ5887_PROJECTION: RECESSED 5 CENTIMETERS
 DQ5887_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DQ5887_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ5887_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ5887+SATELLITE: SATELLITE OBSERVATIONS - August 09, 2016
 DQ5887_ROD/PIPE-DEPTH: 7.3 meters
 DQ5887
 DQ5887  HISTORY     - Date     Condition        Report By
 DQ5887  HISTORY     - 20160809 MONUMENTED       MNDT
 DQ5887
 DQ5887                          STATION DESCRIPTION
 DQ5887
 DQ5887'DESCRIBED BY MN DEPT OF TRANSP 2016
 DQ5887'THE MARK IS LOCATED ABOUT 3.0 MI (4.8 KM) NORTHEAST OF ALBERT LEA.
 DQ5887'
 DQ5887'TO REACH THE MARK GO 0.35 MI (0.56 KM) WEST ALONG INTERSTATE HIGHWAY
 DQ5887'90 FROM THE JUNCTION OF INTERSTATE HIGHWAY 90 AND INTERSTATE HIGHWAY
 DQ5887'35 (JUNCTION IS 3.0 MI (4.8 KM) NORTHEAST OF ALBERT LEA), AT
 DQ5887'INTERSTATE HIGHWAY 90 MILE POINT 159.3.
 DQ5887'
 DQ5887'THE MARK IS LOCATED 105.4 FT (32.1 M) NORTH OF WESTBOUND INTERSTATE
 DQ5887'HIGHWAY 90, 3.2 FT (1.0 M) SOUTH OF RIGHT-OF-WAY FENCE, 1.5 FT (0.5 M)
 DQ5887'SOUTH OF A WITNESS POST.
 DQ5887'
 DQ5887'NOTE-THE STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM ROD
 DQ5887'DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION REMOVABLE DISK
 DQ5887'SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH PVC
 DQ5887'PIPE BACK FILLED WITH WASHED SAND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 OO0518 ***********************************************************************
 OO0518  DESIGNATION -  2481 B
 OO0518  PID         -  OO0518
 OO0518  STATE/COUNTY-  MN/FREEBORN
 OO0518  COUNTRY     -  US
 OO0518  USGS QUAD   -  ALBERT LEA EAST (2019)
 OO0518
 OO0518                         *CURRENT SURVEY CONTROL
 OO0518  ______________________________________________________________________
 OO0518* NAD 83(1986) POSITION- 43 41 15.24   (N) 093 21 31.39   (W)   HD_HELD1
 OO0518* NAVD 88 ORTHO HEIGHT -   385.133 (meters)     1263.56  (feet) ADJUSTED
 OO0518  ______________________________________________________________________
 OO0518  GEOID HEIGHT    -        -29.232 (meters)                     GEOID18
 OO0518  DYNAMIC HEIGHT  -        385.040 (meters)     1263.25  (feet) COMP
 OO0518  MODELED GRAVITY -    980,368.0   (mgal)                       NAVD 88
 OO0518
 OO0518  VERT ORDER      -  SECOND    CLASS I
 OO0518
 OO0518.The horizontal coordinates were determined by differentially corrected
 OO0518.hand held GPS observations or other comparable positioning techniques
 OO0518.and have an estimated accuracy of +/- 3 meters.
 OO0518
 OO0518.The orthometric height was determined by differential leveling and
 OO0518.adjusted by the NATIONAL GEODETIC SURVEY
 OO0518.in May 2019.
 OO0518
 OO0518.Significant digits in the geoid height do not necessarily reflect accuracy.
 OO0518.GEOID18 height accuracy estimate available here.
 OO0518
 OO0518.Click photographs - Photos may exist for this station.
 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     -   176,601.0     851,704.4     MT  (+/- 3 meters HH1 GPS) 
 OO0518
 OO0518_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVJ7108937235(NAD 83)
 OO0518
 OO0518                          SUPERSEDED SURVEY CONTROL
 OO0518
 OO0518  NAVD 88 (06/15/91)  385.132  (m)         1263.55   (f) SUPERSEDED  1 2
 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
 OO0518.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OO0518.See file dsdata.pdf to determine how the superseded data were derived.
 OO0518
 OO0518_MARKER: DB = BENCH MARK 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: MNHD
 OO0518_MAGNETIC: N = NO MAGNETIC MATERIAL
 OO0518_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OO0518_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 OO0518+SATELLITE: SATELLITE OBSERVATIONS - June 29, 2016
 OO0518
 OO0518  HISTORY     - Date     Condition        Report By
 OO0518  HISTORY     - 1969     MONUMENTED       MNHD
 OO0518  HISTORY     - 1970     GOOD             MNDT
 OO0518  HISTORY     - 1980     GOOD             MNDT
 OO0518  HISTORY     - 19900907 GOOD             NGS
 OO0518  HISTORY     - 20160629 GOOD             MNDT
 OO0518
 OO0518                          STATION DESCRIPTION
 OO0518
 OO0518'DESCRIBED BY MN DEPT OF TRANSP 1970
 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, T103N,
 OO0518'R21W.  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.
 OO0518
 OO0518                          STATION RECOVERY (2016)
 OO0518
 OO0518'RECOVERY NOTE BY MN DEPT OF TRANSP 2016 (KMS)
 OO0518'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 OO0519 ***********************************************************************
 OO0519  DESIGNATION -  2481 C
 OO0519  PID         -  OO0519
 OO0519  STATE/COUNTY-  MN/FREEBORN
 OO0519  COUNTRY     -  US
 OO0519  USGS QUAD   -  ALBERT LEA EAST (2019)
 OO0519
 OO0519                         *CURRENT SURVEY CONTROL
 OO0519  ______________________________________________________________________
 OO0519* NAD 83(1986) POSITION- 43 41 23.4    (N) 093 22 18.5    (W)   HD_HELD2
 OO0519* NAVD 88 ORTHO HEIGHT -   372.420 (meters)     1221.85  (feet) ADJUSTED
 OO0519  ______________________________________________________________________
 OO0519  GEOID HEIGHT    -        -29.255 (meters)                     GEOID18
 OO0519  DYNAMIC HEIGHT  -        372.329 (meters)     1221.55  (feet) COMP
 OO0519  MODELED GRAVITY -    980,366.0   (mgal)                       NAVD 88
 OO0519
 OO0519  VERT ORDER      -  SECOND    CLASS I
 OO0519
 OO0519.The horizontal coordinates were established by autonomous hand held GPS
 OO0519.observations and have an estimated accuracy of +/- 10 meters.
 OO0519
 OO0519.The orthometric height was determined by differential leveling and
 OO0519.adjusted by the NATIONAL GEODETIC SURVEY
 OO0519.in May 2019.
 OO0519
 OO0519.Significant digits in the geoid height do not necessarily reflect accuracy.
 OO0519.GEOID18 height accuracy estimate available here.
 OO0519
 OO0519.Click photographs - Photos may exist for this station.
 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     -   176,845.      850,647.      MT  (+/- 10 meters HH2 GPS)
 OO0519
 OO0519_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVJ7003537491(NAD 83)
 OO0519
 OO0519                          SUPERSEDED SURVEY CONTROL
 OO0519
 OO0519  NAVD 88 (06/15/91)  372.426  (m)         1221.87   (f) SUPERSEDED  2 0
 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
 OO0519.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OO0519.See file dsdata.pdf to determine how the superseded data were derived.
 OO0519
 OO0519_MARKER: DB = BENCH MARK DISK
 OO0519_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 OO0519_SP_SET: BOX CULVERT
 OO0519_STAMPING: 2481 C 1969
 OO0519_MARK LOGO: MNHD
 OO0519_MAGNETIC: N = NO MAGNETIC MATERIAL
 OO0519_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OO0519+STABILITY: SURFACE MOTION
 OO0519_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 OO0519+SATELLITE: SATELLITE OBSERVATIONS - June 29, 2016
 OO0519
 OO0519  HISTORY     - Date     Condition        Report By
 OO0519  HISTORY     - 19690401 MONUMENTED       MNHD
 OO0519  HISTORY     - 1980     GOOD             MNDT
 OO0519  HISTORY     - 20160629 GOOD             MNDT
 OO0519
 OO0519                          STATION DESCRIPTION
 OO0519
 OO0519'DESCRIBED BY MN HIGHWAY DEPT 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.
 OO0519
 OO0519                          STATION RECOVERY (2016)
 OO0519
 OO0519'RECOVERY NOTE BY MN DEPT OF TRANSP 2016 (KMS)
 OO0519'THE MARK IS LOCATED ABOUT 3.0 MI (4.8 KM) NORTH OF ALBERT LEA.
 OO0519'
 OO0519'TO REACH THE MARK GO IN SOUTHEAST CORNER OF INTERSTATE HIGHWAY 90 BOX
 OO0519'CULVERT NUMBER 24845 AT BANCROFT CREEK, 2.6 MI (4.2 KM) WEST ALONG
 OO0519'INTERSTATE HIGHWAY 90 FROM THE JUNCTION OF INTERSTATE HIGHWAY 90 AND
 OO0519'INTERSTATE HIGHWAY 35 IN ALBERT LEA, AT INTERSTATE HIGHWAY 90 MILE
 OO0519'POINT 157.0.
 OO0519'
 OO0519'THE MARK IS LOCATED 57.3 FT (17.5 M) SOUTH OF EASTBOUND INTERSTATE
 OO0519'HIGHWAY 90.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 OO0520 ***********************************************************************
 OO0520  DESIGNATION -  2481 D
 OO0520  PID         -  OO0520
 OO0520  STATE/COUNTY-  MN/FREEBORN
 OO0520  COUNTRY     -  US
 OO0520  USGS QUAD   -  ALBERT LEA WEST (2019)
 OO0520
 OO0520                         *CURRENT SURVEY CONTROL
 OO0520  ______________________________________________________________________
 OO0520* NAD 83(1986) POSITION- 43 41 28.20   (N) 093 23 19.77   (W)   HD_HELD1
 OO0520* NAVD 88 ORTHO HEIGHT -   392.401 (meters)     1287.40  (feet) ADJUSTED
 OO0520  ______________________________________________________________________
 OO0520  GEOID HEIGHT    -        -29.282 (meters)                     GEOID18
 OO0520  DYNAMIC HEIGHT  -        392.305 (meters)     1287.09  (feet) COMP
 OO0520  MODELED GRAVITY -    980,363.6   (mgal)                       NAVD 88
 OO0520
 OO0520  VERT ORDER      -  SECOND    CLASS I
 OO0520
 OO0520.The horizontal coordinates were determined by differentially corrected
 OO0520.hand held GPS observations or other comparable positioning techniques
 OO0520.and have an estimated accuracy of +/- 3 meters.
 OO0520
 OO0520.The orthometric height was determined by differential leveling and
 OO0520.adjusted by the NATIONAL GEODETIC SURVEY
 OO0520.in May 2019.
 OO0520
 OO0520.Significant digits in the geoid height do not necessarily reflect accuracy.
 OO0520.GEOID18 height accuracy estimate available here.
 OO0520
 OO0520.Click photographs - Photos may exist for this station.
 OO0520
 OO0520.The dynamic height is computed by dividing the NAVD 88
 OO0520.geopotential number by the normal gravity value computed on the
 OO0520.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OO0520.degrees latitude (g = 980.6199 gals.).
 OO0520
 OO0520.The modeled gravity was interpolated from observed gravity values.
 OO0520
 OO0520;                    North         East    Units  Estimated Accuracy
 OO0520;SPC MN S     -   176,982.4     849,274.2     MT  (+/- 3 meters HH1 GPS) 
 OO0520
 OO0520_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVJ6866537645(NAD 83)
 OO0520
 OO0520                          SUPERSEDED SURVEY CONTROL
 OO0520
 OO0520  NAVD 88 (06/15/91)  392.402  (m)         1287.41   (f) SUPERSEDED  2 1
 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
 OO0520.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OO0520.See file dsdata.pdf to determine how the superseded data were derived.
 OO0520
 OO0520_MARKER: DB = BENCH MARK DISK
 OO0520_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 OO0520_SP_SET: BRIDGE ABUTMENT
 OO0520_STAMPING: 2481 D 1969
 OO0520_MARK LOGO: MNHD
 OO0520_MAGNETIC: N = NO MAGNETIC MATERIAL
 OO0520_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OO0520_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 OO0520+SATELLITE: SATELLITE OBSERVATIONS - June 29, 2016
 OO0520
 OO0520  HISTORY     - Date     Condition        Report By
 OO0520  HISTORY     - 19690401 MONUMENTED       MNHD
 OO0520  HISTORY     - 1969     GOOD             MNDT
 OO0520  HISTORY     - 1980     GOOD             MNDT
 OO0520  HISTORY     - 20080609 GOOD             MNDT
 OO0520  HISTORY     - 20160629 GOOD             MNDT
 OO0520
 OO0520                          STATION DESCRIPTION
 OO0520
 OO0520'DESCRIBED BY MN DEPT OF TRANSP 1969
 OO0520'3.0 MI N FROM ALBERT LEA.
 OO0520'MARK IS LOCATED 3 MILES NORTH OF THE JUNCTION OF T.H. 16 AND T.H. 13
 OO0520'ALONG T.H. 13 TO FAI 90, THENCE EAST 1.3 MILES ALONG FAI 90 TO COUNTY
 OO0520'ROAD 20, IN THE SOUTHEAST CORNER OF BRIDGE NO. 24817, COUNTY ROAD 20
 OO0520'OVER FAI 90.  SE 1/4 SECTION 32, T 103N, R 21W.
 OO0520
 OO0520                          STATION RECOVERY (1980)
 OO0520
 OO0520'RECOVERY NOTE BY MN DEPT OF TRANSP 1980
 OO0520'THE MARK WAS RECOVERED IN GOOD CONDITION AS DESCRIBED IN NGS LINE 105
 OO0520'MINN AND IS LOCATED ABOUT 3.5 MILES WEST ALONG INTERSTATE HIGHWAY 90
 OO0520'FROM ITS JUNCTION WITH INTERSTATE HIGHWAY 35 NORTH OF ALBERT LEA AND
 OO0520'IS NEAR HIGHWAY 90 MILE POINT 156.1 IN THE SW 1/4 OF SECTION 29,
 OO0520'T103N, R21W.  THE MARK IS 21.5 FEET EAST OF AND ABOUT LEVEL WITH THE
 OO0520'CENTERLINE OF COUNTY ROAD 20 IN THE ABUTMENT IN THE SOUTHEAST CORNER
 OO0520'OF BRIDGE NUMBER 24817 CARRYING COUNTY ROAD 20 OVER HIGHWAY 90.  THE
 OO0520'MARK, A STANDARD MNHD BENCH MARK DISK STAMPED---2481 D 1969---, IS
 OO0520'CEMENTED IN A DRILL HOLE IN THE ABUTMENT.
 OO0520
 OO0520                          STATION RECOVERY (2008)
 OO0520
 OO0520'RECOVERY NOTE BY MN DEPT OF TRANSP 2008 (MPP)
 OO0520'RECOVERED AS DESCRIBED.
 OO0520
 OO0520                          STATION RECOVERY (2016)
 OO0520
 OO0520'RECOVERY NOTE BY MN DEPT OF TRANSP 2016 (KMS)
 OO0520'THE MARK IS LOCATED ABOUT 3.3 MI (5.3 KM) NORTH OF ALBERT LEA.
 OO0520'
 OO0520'TO REACH THE MARK IN BRIDGE ABUTMENT IN SOUTHEAST CORNER OF COUNTY
 OO0520'ROAD 20 BRIDGE NUMBER 24817 OVER INTERSTATE HIGHWAY 90, 3.5 MI (5.6
 OO0520'KM) WEST ALONG INTERSTATE HIGHWAY 90 FROM THE JUNCTION OF INTERSTATE
 OO0520'HIGHWAY 90 AND INTERSTATE HIGHWAY 35, AT INTERSTATE HIGHWAY 90 MILE
 OO0520'POINT 156.1.
 OO0520'
 OO0520'THE MARK IS LOCATED 21.5 FT (6.6 M) EAST OF COUNTY ROAD 20.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 OO0521 ***********************************************************************
 OO0521  DESIGNATION -  2481 E
 OO0521  PID         -  OO0521
 OO0521  STATE/COUNTY-  MN/FREEBORN
 OO0521  COUNTRY     -  US
 OO0521  USGS QUAD   -  ALBERT LEA WEST (2019)
 OO0521
 OO0521                         *CURRENT SURVEY CONTROL
 OO0521  ______________________________________________________________________
 OO0521* NAD 83(1986) POSITION- 43 41 23.     (N) 093 24 18.     (W)   SCALED
 OO0521* NAVD 88 ORTHO HEIGHT -   401.118 (meters)     1316.00  (feet) ADJUSTED
 OO0521  ______________________________________________________________________
 OO0521  GEOID HEIGHT    -        -29.309 (meters)                     GEOID18
 OO0521  DYNAMIC HEIGHT  -        401.019 (meters)     1315.68  (feet) COMP
 OO0521  MODELED GRAVITY -    980,361.0   (mgal)                       NAVD 88
 OO0521
 OO0521  VERT ORDER      -  SECOND    CLASS 0
 OO0521
 OO0521.The horizontal coordinates were scaled from a map and have
 OO0521.an estimated accuracy of +/- 6 seconds.
 OO0521
 OO0521.The orthometric height was determined by differential leveling and
 OO0521.adjusted by the NATIONAL GEODETIC SURVEY
 OO0521.in June 1991.
 OO0521
 OO0521.Significant digits in the geoid height do not necessarily reflect accuracy.
 OO0521.GEOID18 height accuracy estimate available here.
 OO0521
 OO0521.Click photographs - Photos may exist for this station.
 OO0521
 OO0521.The dynamic height is computed by dividing the NAVD 88
 OO0521.geopotential number by the normal gravity value computed on the
 OO0521.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OO0521.degrees latitude (g = 980.6199 gals.).
 OO0521
 OO0521.The modeled gravity was interpolated from observed gravity values.
 OO0521
 OO0521;                    North         East    Units  Estimated Accuracy
 OO0521;SPC MN S     -   176,810.      847,970.      MT  (+/- 180 meters Scaled)
 OO0521
 OO0521_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVJ673374(NAD 83)
 OO0521
 OO0521                          SUPERSEDED SURVEY CONTROL
 OO0521
 OO0521  NGVD 29 (??/??/92)  401.093  (m)         1315.92   (f) ADJ UNCH    2 0
 OO0521
 OO0521.Superseded values are not recommended for survey control.
 OO0521
 OO0521.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OO0521.See file dsdata.pdf to determine how the superseded data were derived.
 OO0521
 OO0521_MARKER: DB = BENCH MARK DISK
 OO0521_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 OO0521_STAMPING: 2481 E 1969
 OO0521_MARK LOGO: MNHD
 OO0521_PROJECTION: FLUSH
 OO0521_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OO0521_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OO0521+SATELLITE: SATELLITE OBSERVATIONS - July 25, 2012
 OO0521
 OO0521  HISTORY     - Date     Condition        Report By
 OO0521  HISTORY     - 1969     MONUMENTED       MNHD
 OO0521  HISTORY     - 20010604 MARK NOT FOUND   NGS
 OO0521  HISTORY     - 20120725 GOOD             GEOCAC
 OO0521  HISTORY     - 20240611 MARK NOT FOUND   MNDT
 OO0521
 OO0521                          STATION DESCRIPTION
 OO0521
 OO0521'DESCRIBED BY MN HIGHWAY DEPT 1969
 OO0521'3 MI N FROM ALBERT LEA.
 OO0521'MARK IS LOCATED 3 MILES NORTH OF THE JUNCTION OF T.H. 16 AND T.H. 13
 OO0521'ALONG T.H. 13 TO FAI 90, THENCE EAST 0.6 MILES ALONG FAI 90, NEAR THE
 OO0521'SOUTHWEST CORNER OF A GROVE OF TREES, 85 FEET NORTH OF FAI 90
 OO0521'WESTBOUND 1 FOOT SOUTH OF A STEEL WITNESS POST, IN A 6 FOOT PRE-CAST
 OO0521'CONCRETE MONUMENT SET FLUSH WITH THE GROUND.  SW 1/4 SECTION 30,
 OO0521'T103N, R21W.
 OO0521
 OO0521                          STATION RECOVERY (2001)
 OO0521
 OO0521'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 OO0521'MARK NOT FOUND.
 OO0521
 OO0521                          STATION RECOVERY (2012)
 OO0521
 OO0521'RECOVERY NOTE BY GEOCACHING 2012 (LPC)
 OO0521'RECOVERED IN GOOD CONDITION.
 OO0521
 OO0521                          STATION RECOVERY (2024)
 OO0521
 OO0521'RECOVERY NOTE BY MN DEPT OF TRANSP 2024 (TJD)
 OO0521'AFTER A THOROUGH FIELD SEARCH MARK WAS NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 OO1421 ***********************************************************************
 OO1421  DESIGNATION -  2481 G
 OO1421  PID         -  OO1421
 OO1421  STATE/COUNTY-  MN/FREEBORN
 OO1421  COUNTRY     -  US
 OO1421  USGS QUAD   -  WELLS (2019)
 OO1421
 OO1421                         *CURRENT SURVEY CONTROL
 OO1421  ______________________________________________________________________
 OO1421* NAD 83(2011) POSITION- 43 39 57.85367(N) 093 38 39.50498(W)   ADJUSTED
 OO1421* NAD 83(2011) ELLIP HT-   340.876 (meters)        (06/27/12)   ADJUSTED
 OO1421* NAD 83(2011) EPOCH   -  2010.00
 OO1421* NAVD 88 ORTHO HEIGHT -   370.244 (meters)     1214.71  (feet) ADJUSTED
 OO1421  ______________________________________________________________________
 OO1421  GEOID HEIGHT    -        -29.382 (meters)                     GEOID18
 OO1421  NAD 83(2011) X  -   -293,747.890 (meters)                     COMP
 OO1421  NAD 83(2011) Y  - -4,612,073.538 (meters)                     COMP
 OO1421  NAD 83(2011) Z  -  4,381,562.661 (meters)                     COMP
 OO1421  LAPLACE CORR    -         -2.85  (seconds)                    DEFLEC18
 OO1421  DYNAMIC HEIGHT  -        370.151 (meters)     1214.40  (feet) COMP
 OO1421  MODELED GRAVITY -    980,358.0   (mgal)                       NAVD 88
 OO1421
 OO1421  VERT ORDER      -  SECOND    CLASS I
 OO1421
 OO1421  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 OO1421  Standards:
 OO1421         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 OO1421            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 OO1421  -------------------------------------------------------------------
 OO1421  NETWORK    0.44   0.55           0.20   0.15   0.28     -0.04734975
 OO1421  -------------------------------------------------------------------
 OO1421  Click here for local accuracies and other accuracy information.
 OO1421
 OO1421.The horizontal coordinates were established by GPS observations
 OO1421.and adjusted by the National Geodetic Survey in June 2012.
 OO1421
 OO1421.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 OO1421.been affixed to the stable North American tectonic plate. See 
 OO1421.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 OO1421
 OO1421.The horizontal coordinates are valid at the epoch date displayed above
 OO1421.which is a decimal equivalence of Year/Month/Day.
 OO1421
 OO1421.The orthometric height was determined by differential leveling and
 OO1421.adjusted by the NATIONAL GEODETIC SURVEY
 OO1421.in May 2019.
 OO1421
 OO1421.Significant digits in the geoid height do not necessarily reflect accuracy.
 OO1421.GEOID18 height accuracy estimate available here.
 OO1421
 OO1421.Click photographs - Photos may exist for this station.
 OO1421
 OO1421.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 OO1421
 OO1421.The Laplace correction was computed from DEFLEC18 derived deflections.
 OO1421
 OO1421.The ellipsoidal height was determined by GPS observations
 OO1421.and is referenced to NAD 83.
 OO1421
 OO1421.The dynamic height is computed by dividing the NAVD 88
 OO1421.geopotential number by the normal gravity value computed on the
 OO1421.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OO1421.degrees latitude (g = 980.6199 gals.).
 OO1421
 OO1421.The modeled gravity was interpolated from observed gravity values.
 OO1421
 OO1421. The following values were computed from the NAD 83(2011) position.
 OO1421
 OO1421;                    North         East     Units Scale Factor Converg.
 OO1421;SPC MN S     -   174,072.206   828,689.003   MT  1.00002747   +0 14 57.5
 OO1421;SPC MN S     -   571,101.90  2,718,790.50   sFT  1.00002747   +0 14 57.5
 OO1421;UTM  15      - 4,834,986.777   448,054.372   MT  0.99963319   -0 26 41.5
 OO1421
 OO1421!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OO1421!SPC MN S     -   0.99994655  x   1.00002747  =   0.99997402
 OO1421!UTM  15      -   0.99994655  x   0.99963319  =   0.99957976
 OO1421
 OO1421_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVJ4805434986(NAD 83)
 OO1421
 OO1421                          SUPERSEDED SURVEY CONTROL
 OO1421
 OO1421  NAD 83(2007)-  43 39 57.85379(N)    093 38 39.50573(W) AD(2002.00) 0
 OO1421  ELLIP H (02/10/07)  340.898  (m)                       GP(2002.00)    
 OO1421  NAD 83(1996)-  43 39 57.85297(N)    093 38 39.50502(W) AD(       ) 1
 OO1421  ELLIP H (02/05/03)  340.961  (m)                       GP(       ) 3 2
 OO1421  NAVD 88             370.25   (m)         1214.7    (f) LEVELING    3  
 OO1421  NAVD 88 (06/15/91)  370.248  (m)         1214.72   (f) SUPERSEDED  2 1
 OO1421
 OO1421.Superseded values are not recommended for survey control.
 OO1421
 OO1421.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OO1421.See file dsdata.pdf to determine how the superseded data were derived.
 OO1421
 OO1421_MARKER: DV = VERTICAL CONTROL DISK
 OO1421_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 OO1421_STAMPING: 2481 G 1980
 OO1421_MARK LOGO: MNHD
 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 - August 24, 2023
 OO1421_ROD/PIPE-DEPTH: 7.3 meters
 OO1421
 OO1421  HISTORY     - Date     Condition        Report By
 OO1421  HISTORY     - 19800520 MONUMENTED       MNHD
 OO1421  HISTORY     - 19961119 GOOD             MNDT
 OO1421  HISTORY     - 20140630 GOOD             MNDT
 OO1421  HISTORY     - 20160705 GOOD             MNDT
 OO1421  HISTORY     - 20180717 GOOD             MNDT
 OO1421  HISTORY     - 20230824 GOOD             MNDT
 OO1421
 OO1421                          STATION DESCRIPTION
 OO1421
 OO1421'DESCRIBED BY MN HIGHWAY DEPT 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.
 OO1421
 OO1421                          STATION RECOVERY (2014)
 OO1421
 OO1421'RECOVERY NOTE BY MN DEPT OF TRANSP 2014 (JXJ)
 OO1421'RECOVERED AS DESCRIBED.
 OO1421
 OO1421                          STATION RECOVERY (2016)
 OO1421
 OO1421'RECOVERY NOTE BY MN DEPT OF TRANSP 2016 (KMS)
 OO1421'THE MARK IS LOCATED ABOUT 3.5 MI (5.6 KM) WEST OF ALDEN.
 OO1421'
 OO1421'TO REACH THE MARK GO 3.4 MI (5.5 KM) WEST ALONG INTERSTATE HIGHWAY 90
 OO1421'FROM THE JUNCTION INTERSTATE HIGHWAY 90 AND TRUNK HIGHWAY 109 IN
 OO1421'ALDEN, AT INTERSTATE HIGHWAY 90 MILE POINT 143.0, 0.15 MI (0.24 KM)
 OO1421'EAST OF COUNTY LINE.
 OO1421'
 OO1421'THE MARK IS LOCATED 97.5 FT (29.7 M) NORTH OF WESTBOUND INTERSTATE
 OO1421'HIGHWAY 90, 64.0 FT (19.5 M) NORTH OF INTERSTATE HIGHWAY 90 MILE POINT
 OO1421'143 SIGN POST, 1.2 FT (0.4 M) SOUTH OF RIGHT-OF-WAY FENCE, 1.8 FT (0.5
 OO1421'M) SOUTH-SOUTHWEST OF EAST BRACE POST ON THE RIGHT-OF-WAY FENCE, 0.5
 OO1421'FT (15 CM) SOUTH OF A WITNESS POST.
 OO1421
 OO1421                          STATION RECOVERY (2018)
 OO1421
 OO1421'RECOVERY NOTE BY MN DEPT OF TRANSP 2018 (TJD)
 OO1421'3.5 MI (5.6 KM) WEST OF ALDEN, 3.4 MI (5.5 KM) WEST ALONG INTERSTATE
 OO1421'HIGHWAY 90 FROM THE JUNCTION INTERSTATE HIGHWAY 90 AND TRUNK HIGHWAY
 OO1421'109 IN ALDEN, AT INTERSTATE HIGHWAY 90 MILE POINT 143.0, 0.15 MI (0.24
 OO1421'KM) EAST OF THE COUNTY LINE, 97.5 FT (29.7 M) NORTH OF WESTBOUND
 OO1421'INTERSTATE HIGHWAY 90, 64.0 FT (19.5 M) NORTH OF INTERSTATE HIGHWAY 90
 OO1421'MILE POINT 143 SIGN POST, 1.2 FT (0.4 M) SOUTH OF A RIGHT-OF-WAY
 OO1421'FENCE, 1.8 FT (0.5 M) SOUTH-SOUTHWEST OF THE EAST BRACE POST ON A
 OO1421'RIGHT-OF-WAY FENCE, 0.5 FT (15 CM) SOUTH OF A WITNESS POST.
 OO1421
 OO1421                          STATION RECOVERY (2023)
 OO1421
 OO1421'RECOVERY NOTE BY MN DEPT OF TRANSP 2023 (EXR)
 OO1421'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 OO1422 ***********************************************************************
 OO1422  DESIGNATION -  2481 H
 OO1422  PID         -  OO1422
 OO1422  STATE/COUNTY-  MN/FREEBORN
 OO1422  COUNTRY     -  US
 OO1422  USGS QUAD   -  WELLS (2019)
 OO1422
 OO1422                         *CURRENT SURVEY CONTROL
 OO1422  ______________________________________________________________________
 OO1422* NAD 83(1986) POSITION- 43 39 54.08   (N) 093 37 41.31   (W)   HD_HELD1
 OO1422* NAVD 88 ORTHO HEIGHT -   374.722 (meters)     1229.40  (feet) ADJUSTED
 OO1422  ______________________________________________________________________
 OO1422  GEOID HEIGHT    -        -29.400 (meters)                     GEOID18
 OO1422  DYNAMIC HEIGHT  -        374.627 (meters)     1229.09  (feet) COMP
 OO1422  MODELED GRAVITY -    980,356.5   (mgal)                       NAVD 88
 OO1422
 OO1422  VERT ORDER      -  SECOND    CLASS I
 OO1422
 OO1422.The horizontal coordinates were determined by differentially corrected
 OO1422.hand held GPS observations or other comparable positioning techniques
 OO1422.and have an estimated accuracy of +/- 3 meters.
 OO1422
 OO1422.The orthometric height was determined by differential leveling and
 OO1422.adjusted by the NATIONAL GEODETIC SURVEY
 OO1422.in May 2019.
 OO1422
 OO1422.Significant digits in the geoid height do not necessarily reflect accuracy.
 OO1422.GEOID18 height accuracy estimate available here.
 OO1422
 OO1422.Click photographs - Photos may exist for this station.
 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     -   173,961.5     829,993.4     MT  (+/- 3 meters HH1 GPS) 
 OO1422
 OO1422_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVJ4935634860(NAD 83)
 OO1422
 OO1422                          SUPERSEDED SURVEY CONTROL
 OO1422
 OO1422  NAVD 88 (06/15/91)  374.727  (m)         1229.42   (f) SUPERSEDED  1 2
 OO1422
 OO1422.Superseded values are not recommended for survey control.
 OO1422
 OO1422.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OO1422.See file dsdata.pdf to determine how the superseded data were derived.
 OO1422
 OO1422_MARKER: DB = BENCH MARK 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: MNHD
 OO1422_MAGNETIC: N = NO MAGNETIC MATERIAL
 OO1422_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OO1422_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 OO1422+SATELLITE: SATELLITE OBSERVATIONS - July 05, 2016
 OO1422
 OO1422  HISTORY     - Date     Condition        Report By
 OO1422  HISTORY     - 19800520 MONUMENTED       MNHD
 OO1422  HISTORY     - 19900907 GOOD             NGS
 OO1422  HISTORY     - 20160705 GOOD             MNDT
 OO1422
 OO1422                          STATION DESCRIPTION
 OO1422
 OO1422'DESCRIBED BY MN HIGHWAY DEPT 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.
 OO1422
 OO1422                          STATION RECOVERY (2016)
 OO1422
 OO1422'RECOVERY NOTE BY MN DEPT OF TRANSP 2016 (KMS)
 OO1422'THE MARK IS LOCATED ABOUT 2.6 MI (4.2 KM) WEST OF ALDEN.
 OO1422'
 OO1422'TO REACH THE MARK IN BRIDGE ABUTMENT IN SOUTHEAST CORNER OF COUNTY
 OO1422'ROAD 61 BRIDGE NUMBER 24809 OVER INTERSTATE HIGHWAY 90, 2.6 MI (4.2
 OO1422'KM) WEST ALONG INTERSTATE HIGHWAY 90 FROM THE JUNCTION OF INTERSTATE
 OO1422'HIGHWAY 90 AND TRUNK HIGHWAY 109 IN ALDEN, AT INTERSTATE HIGHWAY 90
 OO1422'MILE POINT 143.8.
 OO1422'
 OO1422'THE MARK IS LOCATED 109.3 FT (33.3 M) SOUTH OF EASTBOUND INTERSTATE
 OO1422'HIGHWAY 90, 20.7 FT (6.3 M) EAST OF COUNTY ROAD 61.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 OO1424 ***********************************************************************
 OO1424  DESIGNATION -  2481 J
 OO1424  PID         -  OO1424
 OO1424  STATE/COUNTY-  MN/FREEBORN
 OO1424  COUNTRY     -  US
 OO1424  USGS QUAD   -  ALDEN (2019)
 OO1424
 OO1424                         *CURRENT SURVEY CONTROL
 OO1424  ______________________________________________________________________
 OO1424* NAD 83(2011) POSITION- 43 39 53.77011(N) 093 36 44.76699(W)   ADJUSTED
 OO1424* NAD 83(2011) ELLIP HT-   342.821 (meters)        (06/27/12)   ADJUSTED
 OO1424* NAD 83(2011) EPOCH   -  2010.00
 OO1424* NAVD 88 ORTHO HEIGHT -   372.223 (meters)     1221.20  (feet) ADJUSTED
 OO1424  ______________________________________________________________________
 OO1424  GEOID HEIGHT    -        -29.414 (meters)                     GEOID18
 OO1424  NAD 83(2011) X  -   -291,187.879 (meters)                     COMP
 OO1424  NAD 83(2011) Y  - -4,612,324.479 (meters)                     COMP
 OO1424  NAD 83(2011) Z  -  4,381,472.831 (meters)                     COMP
 OO1424  LAPLACE CORR    -         -1.84  (seconds)                    DEFLEC18
 OO1424  DYNAMIC HEIGHT  -        372.129 (meters)     1220.89  (feet) COMP
 OO1424  MODELED GRAVITY -    980,355.2   (mgal)                       NAVD 88
 OO1424
 OO1424  VERT ORDER      -  SECOND    CLASS I
 OO1424
 OO1424  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 OO1424  Standards:
 OO1424         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 OO1424            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 OO1424  -------------------------------------------------------------------
 OO1424  NETWORK    0.46   0.45           0.21   0.16   0.23     -0.09046217
 OO1424  -------------------------------------------------------------------
 OO1424  Click here for local accuracies and other accuracy information.
 OO1424
 OO1424.The horizontal coordinates were established by GPS observations
 OO1424.and adjusted by the National Geodetic Survey in June 2012.
 OO1424
 OO1424.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 OO1424.been affixed to the stable North American tectonic plate. See 
 OO1424.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 OO1424
 OO1424.The horizontal coordinates are valid at the epoch date displayed above
 OO1424.which is a decimal equivalence of Year/Month/Day.
 OO1424
 OO1424.The orthometric height was determined by differential leveling and
 OO1424.adjusted by the NATIONAL GEODETIC SURVEY
 OO1424.in May 2019.
 OO1424
 OO1424.Significant digits in the geoid height do not necessarily reflect accuracy.
 OO1424.GEOID18 height accuracy estimate available here.
 OO1424
 OO1424.Click photographs - Photos may exist for this station.
 OO1424
 OO1424.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 OO1424
 OO1424.The Laplace correction was computed from DEFLEC18 derived deflections.
 OO1424
 OO1424.The ellipsoidal height was determined by GPS observations
 OO1424.and is referenced to NAD 83.
 OO1424
 OO1424.The dynamic height is computed by dividing the NAVD 88
 OO1424.geopotential number by the normal gravity value computed on the
 OO1424.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OO1424.degrees latitude (g = 980.6199 gals.).
 OO1424
 OO1424.The modeled gravity was interpolated from observed gravity values.
 OO1424
 OO1424. The following values were computed from the NAD 83(2011) position.
 OO1424
 OO1424;                    North         East     Units Scale Factor Converg.
 OO1424;SPC MN S     -   173,957.861   831,260.243   MT  1.00002776   +0 16 18.0
 OO1424;SPC MN S     -   570,726.75  2,727,226.31   sFT  1.00002776   +0 16 18.0
 OO1424;UTM  15      - 4,834,841.339   450,623.020   MT  0.99962999   -0 25 22.3
 OO1424
 OO1424!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OO1424!SPC MN S     -   0.99994624  x   1.00002776  =   0.99997400
 OO1424!UTM  15      -   0.99994624  x   0.99962999  =   0.99957625
 OO1424
 OO1424_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVJ5062334841(NAD 83)
 OO1424
 OO1424                          SUPERSEDED SURVEY CONTROL
 OO1424
 OO1424  NAD 83(2007)-  43 39 53.77025(N)    093 36 44.76775(W) AD(2002.00) 0
 OO1424  ELLIP H (02/10/07)  342.843  (m)                       GP(2002.00)    
 OO1424  NAD 83(1996)-  43 39 53.76938(N)    093 36 44.76698(W) AD(       ) 1
 OO1424  ELLIP H (02/05/03)  342.906  (m)                       GP(       ) 3 2
 OO1424  NAVD 88             372.23   (m)         1221.2    (f) LEVELING    3  
 OO1424  NAVD 88 (06/15/91)  372.227  (m)         1221.21   (f) SUPERSEDED  1 2
 OO1424
 OO1424.Superseded values are not recommended for survey control.
 OO1424
 OO1424.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OO1424.See file dsdata.pdf to determine how the superseded data were derived.
 OO1424
 OO1424_MARKER: DV = VERTICAL CONTROL DISK
 OO1424_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 OO1424_STAMPING: 2481 J 1980
 OO1424_MARK LOGO: MNHD
 OO1424_PROJECTION: FLUSH
 OO1424_MAGNETIC: I = MARKER IS A STEEL ROD
 OO1424_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OO1424_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OO1424+SATELLITE: SATELLITE OBSERVATIONS - December 01, 2020
 OO1424_ROD/PIPE-DEPTH: 7.3 meters
 OO1424
 OO1424  HISTORY     - Date     Condition        Report By
 OO1424  HISTORY     - 1980     MONUMENTED       MNDT
 OO1424  HISTORY     - 19900907 GOOD             NGS
 OO1424  HISTORY     - 19961119 GOOD             MNDT
 OO1424  HISTORY     - 20051206 GOOD             MNDT
 OO1424  HISTORY     - 20160705 GOOD             MNDT
 OO1424  HISTORY     - 20201201 GOOD             MNDT
 OO1424
 OO1424                          STATION DESCRIPTION
 OO1424
 OO1424'DESCRIBED BY MN DEPT OF TRANSP 1980
 OO1424'1.8 MI WEST FROM ALDEN.
 OO1424'THE MARK IS LOCATED ABOUT 1.85 MILES WEST ALONG INTERSTATE HIGHWAY 90
 OO1424'FROM ITS JUNCTION WITH TRUNK HIGHWAY 109 AT ALDEN AND IS NEAR HIGHWAY
 OO1424'90 MILE POINT 144.6 IN THE SE 1/4 OF SECTION 5, T102N, R23W.  THE
 OO1424'MARK IS 123.5 FEET SOUTHEAST OF THE CENTER OF THE EASTBOUND HIGHWAY
 OO1424'90 STATIONING STENCIL 365, 99.6 FEET SOUTH OF AND ABOUT LEVEL WITH
 OO1424'THE EASTBOUND HIGHWAY 90 CENTERLINE, 16 FEET WEST-NORTHWEST OF A
 OO1424'STEEL R/W SIGN POST, 0.7 FOOT NORTH OF A RIGHT-OF-WAY FENCE POST AT
 OO1424'THE WEST END OF A FENCE BRACE AND 0.6 FOOT NORTH OF A STEEL WITNESS
 OO1424'POST.  THE MARK, A STANDARD MNHD VERTICAL CONTROL MARK DISK
 OO1424'STAMPED---2481 J 1980---, IS CRIMPED TO THE TOP OF A DRIVEN 5/8 INCH
 OO1424'DIAMETER BY 24 FOOT LONG COPPER-CLAD STEEL ROD THAT PROJECTS 2 INCHES
 OO1424'ABOVE THE SURFACE OF THE GROUND.
 OO1424
 OO1424                          STATION RECOVERY (1990)
 OO1424
 OO1424'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990
 OO1424'16.5 KM (10.3 MI) WESTERLY ALONG INTERSTATE HIGHWAY 90 FROM THE
 OO1424'JUNCTION OF STATE HIGHWAY 13 (EXIT 154) IN ALBERT LEA, 1.3 KM (0.8
 OO1424'MI) WEST OF THE INTERSECTION OF COUNTY ROAD 61, 30.5 M (100.1 FT)
 OO1424'SOUTH OF AND LEVEL WITH THE CENTERLINE OF THE EASTBOUND LANES OF THE
 OO1424'HIGHWAY, AND 0.25 M (0.82 FT) NORTH OF A WITNESS POST AND FENCE BRACE
 OO1424'POST.  NOTE--THE ROD IS ENCASED IN A 6-INCH PVC PIPE.
 OO1424
 OO1424                          STATION RECOVERY (1996)
 OO1424
 OO1424'RECOVERY NOTE BY MN DEPT OF TRANSP 1996 (DKH)
 OO1424'THE MARK WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.  THE MARK IS
 OO1424'FLUSH, MAGNETIC AND SUITABLE FOR GPS.  ROD DEPTH IS 24 FT.
 OO1424
 OO1424                          STATION RECOVERY (2005)
 OO1424
 OO1424'RECOVERY NOTE BY MN DEPT OF TRANSP 2005 (MPP)
 OO1424'THE MARK IS LOCATED ABOUT 7.4 MI (11.9 KM) SOUTH-SOUTHWEST OF
 OO1424'FREEBORN, 5.5 MI (8.8 KM) NORTHWEST OF CONGER AND 1.9 MI (3.1 KM)
 OO1424'WEST-SOUTHWEST OF ALDEN.
 OO1424'
 OO1424'FROM THE JUNCTION OF INTERSTATE HIGHWAY 90 AND TRUNK HIGHWAY 109 GO
 OO1424'1.85 MI (3.0 KM) WEST.
 OO1424'
 OO1424'THE MARK IS 0.8 MI (1.3 KM) WEST OF COUNTY ROAD 61, AT INTERSTATE
 OO1424'HIGHWAY 90 MILE POINT 144.6, 123.5 FT (37.6 M) SOUTHEAST OF EASTBOUND
 OO1424'INTERSTATE HIGHWAY 90 STATION 365 STENCIL, 100 FT (30.5 M) SOUTH OF
 OO1424'EASTBOUND INTERSTATE HIGHWAY 90, 0.8 FT (0.2 M) NORTH OF A WITNESS
 OO1424'POST.
 OO1424
 OO1424                          STATION RECOVERY (2016)
 OO1424
 OO1424'RECOVERY NOTE BY MN DEPT OF TRANSP 2016 (KMS)
 OO1424'RECOVERED AS DESCRIBED.
 OO1424
 OO1424                          STATION RECOVERY (2020)
 OO1424
 OO1424'RECOVERY NOTE BY MN DEPT OF TRANSP 2020 (KMS)
 OO1424'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 OO1426 ***********************************************************************
 OO1426  DESIGNATION -  2481 L
 OO1426  PID         -  OO1426
 OO1426  STATE/COUNTY-  MN/FREEBORN
 OO1426  COUNTRY     -  US
 OO1426  USGS QUAD   -  ALDEN (2019)
 OO1426
 OO1426                         *CURRENT SURVEY CONTROL
 OO1426  ______________________________________________________________________
 OO1426* NAD 83(2011) POSITION- 43 39 57.11638(N) 093 35 17.77813(W)   ADJUSTED
 OO1426* NAD 83(2011) ELLIP HT-   352.144 (meters)        (06/27/12)   ADJUSTED
 OO1426* NAD 83(2011) EPOCH   -  2010.00
 OO1426* NAVD 88 ORTHO HEIGHT -   381.570 (meters)     1251.87  (feet) ADJUSTED
 OO1426  ______________________________________________________________________
 OO1426  GEOID HEIGHT    -        -29.429 (meters)                     GEOID18
 OO1426  NAD 83(2011) X  -   -289,238.638 (meters)                     COMP
 OO1426  NAD 83(2011) Y  - -4,612,382.434 (meters)                     COMP
 OO1426  NAD 83(2011) Z  -  4,381,553.980 (meters)                     COMP
 OO1426  LAPLACE CORR    -         -1.01  (seconds)                    DEFLEC18
 OO1426  DYNAMIC HEIGHT  -        381.472 (meters)     1251.55  (feet) COMP
 OO1426  MODELED GRAVITY -    980,353.1   (mgal)                       NAVD 88
 OO1426
 OO1426  VERT ORDER      -  SECOND    CLASS I
 OO1426
 OO1426  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 OO1426  Standards:
 OO1426         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 OO1426            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 OO1426  -------------------------------------------------------------------
 OO1426  NETWORK    0.46   0.57           0.21   0.16   0.29      0.08382317
 OO1426  -------------------------------------------------------------------
 OO1426  Click here for local accuracies and other accuracy information.
 OO1426
 OO1426.The horizontal coordinates were established by GPS observations
 OO1426.and adjusted by the National Geodetic Survey in June 2012.
 OO1426
 OO1426.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 OO1426.been affixed to the stable North American tectonic plate. See 
 OO1426.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 OO1426
 OO1426.The horizontal coordinates are valid at the epoch date displayed above
 OO1426.which is a decimal equivalence of Year/Month/Day.
 OO1426
 OO1426.The orthometric height was determined by differential leveling and
 OO1426.adjusted by the NATIONAL GEODETIC SURVEY
 OO1426.in May 2019.
 OO1426
 OO1426.Significant digits in the geoid height do not necessarily reflect accuracy.
 OO1426.GEOID18 height accuracy estimate available here.
 OO1426
 OO1426.Click photographs - Photos may exist for this station.
 OO1426
 OO1426.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 OO1426
 OO1426.The Laplace correction was computed from DEFLEC18 derived deflections.
 OO1426
 OO1426.The ellipsoidal height was determined by GPS observations
 OO1426.and is referenced to NAD 83.
 OO1426
 OO1426.The dynamic height is computed by dividing the NAVD 88
 OO1426.geopotential number by the normal gravity value computed on the
 OO1426.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OO1426.degrees latitude (g = 980.6199 gals.).
 OO1426
 OO1426.The modeled gravity was interpolated from observed gravity values.
 OO1426
 OO1426. The following values were computed from the NAD 83(2011) position.
 OO1426
 OO1426;                    North         East     Units Scale Factor Converg.
 OO1426;SPC MN S     -   174,070.666   833,208.695   MT  1.00002752   +0 17 18.9
 OO1426;SPC MN S     -   571,096.84  2,733,618.86   sFT  1.00002752   +0 17 18.9
 OO1426;UTM  15      - 4,834,930.478   452,571.919   MT  0.99962767   -0 24 22.3
 OO1426
 OO1426!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OO1426!SPC MN S     -   0.99994478  x   1.00002752  =   0.99997230
 OO1426!UTM  15      -   0.99994478  x   0.99962767  =   0.99957247
 OO1426
 OO1426_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVJ5257134930(NAD 83)
 OO1426
 OO1426                          SUPERSEDED SURVEY CONTROL
 OO1426
 OO1426  NAD 83(2007)-  43 39 57.11651(N)    093 35 17.77890(W) AD(2002.00) 0
 OO1426  ELLIP H (02/10/07)  352.166  (m)                       GP(2002.00)    
 OO1426  NAD 83(1996)-  43 39 57.11545(N)    093 35 17.77801(W) AD(       ) 1
 OO1426  ELLIP H (02/05/03)  352.237  (m)                       GP(       ) 3 2
 OO1426  NAD 83(1996)-  43 39 57.11563(N)    093 35 17.77788(W) AD(       ) 1
 OO1426  ELLIP H (03/16/99)  352.226  (m)                       GP(       ) 4 1
 OO1426  NAD 83(1986)-  43 39 57.10017(N)    093 35 17.77452(W) AD(       ) 1
 OO1426  NAVD 88             381.57   (m)         1251.9    (f) LEVELING    3  
 OO1426  NAVD 88 (06/15/91)  381.572  (m)         1251.87   (f) SUPERSEDED  1 2
 OO1426
 OO1426.Superseded values are not recommended for survey control.
 OO1426
 OO1426.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OO1426.See file dsdata.pdf to determine how the superseded data were derived.
 OO1426
 OO1426_MARKER: DV = VERTICAL CONTROL DISK
 OO1426_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 OO1426_STAMPING: 2481 L 1980
 OO1426_MARK LOGO: MNHD
 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 NOT SUITABLE FOR
 OO1426+SATELLITE: SATELLITE OBSERVATIONS - July 05, 2016
 OO1426_ROD/PIPE-DEPTH: 7.3 meters
 OO1426
 OO1426  HISTORY     - Date     Condition        Report By
 OO1426  HISTORY     - 1980     MONUMENTED       MNDT
 OO1426  HISTORY     - 19900907 GOOD             NGS
 OO1426  HISTORY     - 19940413 GOOD             MNDT
 OO1426  HISTORY     - 19961118 GOOD             MNDT
 OO1426  HISTORY     - 20051206 GOOD             MNDT
 OO1426  HISTORY     - 20160705 GOOD             MNDT
 OO1426
 OO1426                          STATION DESCRIPTION
 OO1426
 OO1426'DESCRIBED BY MN DEPT OF TRANSP 1980
 OO1426'0.6 MI WEST FROM ALDEN.
 OO1426'THE MARK IS LOCATED ABOUT 0.55 MILE WEST ALONG INTERSTATE HIGHWAY 90
 OO1426'FROM ITS JUNCTION WITH TRUNK HIGHWAY 109 AT ALDEN AND IS NEAR HIGHWAY
 OO1426'90 MILE POINT 145.8 IN THE NW 1/4 OF SECTION 3, T102N, R23W.  THE
 OO1426'MARK IS 97.5 FEET SOUTH OF AND ABOUT LEVEL WITH THE EASTBOUND HIGHWAY
 OO1426'90 CENTERLINE, 86.7 FEET SOUTH OF THE CENTER OF THE EASTBOUND HIGHWAY
 OO1426'90 STATIONING STENCIL 430, 30 FEET EAST OF THE CENTER OF A DEAD-END
 OO1426'ROAD, 3.6 FEET NORTH OF A POWER POLE WITH A GUY WIRE AT A CROSSING OF
 OO1426'A NORTH-SOUTH LINE AND AN EAST-WEST LINE, 3 FEET NORTHWEST OF A R/W
 OO1426'SIGN POST, 1.2 FEET NORTH OF THE RIGHT-OF-WAY FENCE AND 0.7 FOOT
 OO1426'NORTH OF A STEEL WITNESS POST.  THE MARK, A STANDARD MNHD VERTICAL
 OO1426'CONTROL MARK DISK STAMPED---2481 L 1980---, IS CRIMPED TO THE TOP OF
 OO1426'A 5/8 INCH DIAMETER BY 24 FOOT LONG COPPER-CLAD STEEL ROD THAT IS
 OO1426'FLUSH WITH THE SURFACE OF THE GROUND.
 OO1426
 OO1426                          STATION RECOVERY (1990)
 OO1426
 OO1426'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990
 OO1426'14.5 KM (9.0 MI) WESTERLY ALONG INTERSTATE HIGHWAY 90 FROM THE
 OO1426'JUNCTION OF STATE HIGHWAY 13 (EXIT 154) IN ALBERT LEA, 0.8 KM (0.5
 OO1426'MI) WEST OF THE INTERSECTION OF STATE HIGHWAY 109 (EXIT 146), 29.7 M
 OO1426'(97.4 FT) SOUTH OF AND LEVEL WITH THE CENTERLINE OF THE EASTBOUND
 OO1426'LANES OF THE HIGHWAY, 8.9 M (29.2 FT) EAST OF THE EXTENDED CENTER OF
 OO1426'AN ABANDONED ROAD, 1.1 M (3.6 FT) NORTH OF A UTILITY POLE WITH 4 GUY
 OO1426'WIRES, 0.4 M (1.3 FT) NORTH OF A FENCE, AND 0.3 M (1.0 FT) NORTH OF A
 OO1426'WITNESS POST.  NOTE--THE ROD IS ENCASED IN A 6-INCH PVC PIPE.
 OO1426
 OO1426                          STATION RECOVERY (1994)
 OO1426
 OO1426'RECOVERY NOTE BY MN DEPT OF TRANSP 1994 (DKH)
 OO1426'RECOVERED AS DESCRIBED
 OO1426
 OO1426                          STATION RECOVERY (1996)
 OO1426
 OO1426'RECOVERY NOTE BY MN DEPT OF TRANSP 1996 (DKH)
 OO1426'THE MARK WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.  THE MARK IS
 OO1426'FLUSH, MAGNETIC AND SUITABLE FOR GPS.  ROD DEPTH IS 24 FT.
 OO1426
 OO1426                          STATION RECOVERY (2005)
 OO1426
 OO1426'RECOVERY NOTE BY MN DEPT OF TRANSP 2005 (MPP)
 OO1426'THE MARK IS LOCATED ABOUT 7.0 MI (11.3 KM) SOUTH OF FREEBORN, 4.6 MI
 OO1426'(7.4 KM) NORTHWEST OF CONGER AND 0.7 MI (1.1 KM) WEST-SOUTHWEST OF
 OO1426'ALDEN.
 OO1426'
 OO1426'FROM THE JUNCTION OF INTERSTATE HIGHWAY 90 AND TRUNK HIGHWAY 109 GO
 OO1426'0.55 MI (0.9 KM) WEST TO INTERSTATE HIGHWAY 90 MILE POINT 145.8.
 OO1426'
 OO1426'THE MARK IS FOUND 97.5 FT (29.7 M) SOUTH OF THE EASTBOUND LANES OF
 OO1426'INTERSTATE HIGHWAY 90, 86.7 FT (26.4 M) SOUTH OF EASTBOUND INTERSTATE
 OO1426'HIGHWAY 90 STATION 430 STENCIL, 30 FT (9.1 M) EAST OF DEAD END ROAD,
 OO1426'3.6 FT (1.1 M) NORTH OF A POWER POLE AT A POWER LINE JUNCTION, 1.3 FT
 OO1426'(0.4 M) NORTH OF A RIGHT-OF-WAY FENCE, 1.0 FT (0.3 M) NORTH OF A
 OO1426'WITNESS POST.
 OO1426
 OO1426                          STATION RECOVERY (2016)
 OO1426
 OO1426'RECOVERY NOTE BY MN DEPT OF TRANSP 2016 (KMS)
 OO1426'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 OO1384 ***********************************************************************
 OO1384  DESIGNATION -  2481 M
 OO1384  PID         -  OO1384
 OO1384  STATE/COUNTY-  MN/FREEBORN
 OO1384  COUNTRY     -  US
 OO1384  USGS QUAD   -  ALDEN (2019)
 OO1384
 OO1384                         *CURRENT SURVEY CONTROL
 OO1384  ______________________________________________________________________
 OO1384* NAD 83(1986) POSITION- 43 39 56.83   (N) 093 34 38.84   (W)   HD_HELD1
 OO1384* NAVD 88 ORTHO HEIGHT -   388.844 (meters)     1275.73  (feet) ADJUSTED
 OO1384  ______________________________________________________________________
 OO1384  GEOID HEIGHT    -        -29.433 (meters)                     GEOID18
 OO1384  DYNAMIC HEIGHT  -        388.744 (meters)     1275.40  (feet) COMP
 OO1384  MODELED GRAVITY -    980,352.3   (mgal)                       NAVD 88
 OO1384
 OO1384  VERT ORDER      -  SECOND    CLASS I
 OO1384
 OO1384.The horizontal coordinates were determined by differentially corrected
 OO1384.hand held GPS observations or other comparable positioning techniques
 OO1384.and have an estimated accuracy of +/- 3 meters.
 OO1384
 OO1384.The orthometric height was determined by differential leveling and
 OO1384.adjusted by the NATIONAL GEODETIC SURVEY
 OO1384.in May 2019.
 OO1384
 OO1384.Significant digits in the geoid height do not necessarily reflect accuracy.
 OO1384.GEOID18 height accuracy estimate available here.
 OO1384
 OO1384.Click photographs - Photos may exist for this station.
 OO1384
 OO1384.The dynamic height is computed by dividing the NAVD 88
 OO1384.geopotential number by the normal gravity value computed on the
 OO1384.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OO1384.degrees latitude (g = 980.6199 gals.).
 OO1384
 OO1384.The modeled gravity was interpolated from observed gravity values.
 OO1384
 OO1384;                    North         East    Units  Estimated Accuracy
 OO1384;SPC MN S     -   174,066.3     834,081.1     MT  (+/- 3 meters HH1 GPS) 
 OO1384
 OO1384_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVJ5344334915(NAD 83)
 OO1384
 OO1384                          SUPERSEDED SURVEY CONTROL
 OO1384
 OO1384  NAVD 88 (02/23/09)  388.850  (m)         1275.75   (f) SUPERSEDED  2 1
 OO1384  NAVD 88 (06/15/91)  388.858  (m)         1275.78   (f) SUPERSEDED  1 2
 OO1384
 OO1384.Superseded values are not recommended for survey control.
 OO1384
 OO1384.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OO1384.See file dsdata.pdf to determine how the superseded data were derived.
 OO1384
 OO1384_MARKER: DB = BENCH MARK DISK
 OO1384_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 OO1384_SP_SET: BRIDGE ABUTMENT
 OO1384_STAMPING: 2481 M 1980
 OO1384_MARK LOGO: MNHD
 OO1384_MAGNETIC: N = NO MAGNETIC MATERIAL
 OO1384_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OO1384_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 OO1384+SATELLITE: SATELLITE OBSERVATIONS - May 25, 2016
 OO1384
 OO1384  HISTORY     - Date     Condition        Report By
 OO1384  HISTORY     - 19800520 MONUMENTED       MNHD
 OO1384  HISTORY     - 19900907 GOOD             NGS
 OO1384  HISTORY     - 20051206 GOOD             MNDT
 OO1384  HISTORY     - 20160525 GOOD             MNDT
 OO1384
 OO1384                          STATION DESCRIPTION
 OO1384
 OO1384'DESCRIBED BY MN HIGHWAY DEPT 1980
 OO1384'IN ALDEN.
 OO1384'THE MARK IS LOCATED AT THE JUNCTION OF INTERSTATE HIGHWAY 90 AND
 OO1384'TRUNK HIGHWAY 90 AT ALDEN.  THE MARK IS 26 FEET EAST OF AND ABOUT
 OO1384'LEVEL WITH THE CENTERLINE OF HIGHWAY 109 IN THE ABUTMENT IN SOUTHEAST
 OO1384'CORNER OF BRIDGE NUMBER 24810 CARRYING HIGHWAY 109 OVER HIGHWAY 90.
 OO1384'THE MARK, A STANDARD MNHD BENCH MARK DISK STAMPED---2481 M 1980---,
 OO1384'IS CEMENTED IN A DRILL HOLE IN THE ABUTMENT.
 OO1384
 OO1384                          STATION RECOVERY (1990)
 OO1384
 OO1384'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990
 OO1384'13.6 KM (8.5 MI) WESTERLY ALONG INTERSTATE HIGHWAY 90 FROM THE
 OO1384'JUNCTION OF STATE HIGHWAY 13 (EXIT 154) IN ALBERT LEA, IN TOP OF AND
 OO1384'1.8 M (5.9 FT) NORTHWEST OF THE SOUTHEAST END OF THE SOUTH CONCRETE
 OO1384'ABUTMENT OF STATE HIGHWAY 109 OVERPASS (EXIT 146) OF THE HIGHWAY, AND
 OO1384'8.0 M (26.2 FT) EAST OF AND LEVEL WITH THE HIGHWAY CENTERLINE.
 OO1384
 OO1384                          STATION RECOVERY (2005)
 OO1384
 OO1384'RECOVERY NOTE BY MN DEPT OF TRANSP 2005 (MPP)
 OO1384'THE MARK IS LOCATED ABOUT 6.9 MI (11.1 KM) SOUTH OF FREEBORN, 4.3 MI
 OO1384'(6.9 KM) NORTHWEST OF CONGER AND IN ALDEN, IN SOUTHEAST CORNER OF
 OO1384'TRUNK HIGHWAY 109 BRIDGE NUMBER 24810 OVER INTERSTATE HIGHWAY 90.
 OO1384'
 OO1384'THE MARK IS 5.9 FT (1.8 M) NORTHWEST OF THE SOUTHEAST END OF SOUTH
 OO1384'CONCRETE ABUTMENT, 26.2 FT (8.0 M) EAST OF TRUNK HIGHWAY 109.
 OO1384
 OO1384                          STATION RECOVERY (2016)
 OO1384
 OO1384'RECOVERY NOTE BY MN DEPT OF TRANSP 2016 (KMS)
 OO1384'THE STATION IS LOCATED ABOUT 6.9 MI (11.1 KM) SOUTH OF FREEBORN, 4.3
 OO1384'MI (6.9 KM) NORTHWEST OF CONGER AND IN THE TOWN OF ALDEN, MN.
 OO1384'
 OO1384'TO REACH THE MARK IN BRIDGE ABUTMENT IN SOUTHEAST CORNER OF TRUNK
 OO1384'HIGHWAY 109 BRIDGE NUMBER 24810 OVER INTERSTATE HIGHWAY 90 IN ALDEN,
 OO1384'AT TRUNK HIGHWAY 109 MILE POINT 32.80.
 OO1384'
 OO1384'THE MARK IS LOCATED 26.2 FT (8.0 M) EAST OF TRUNK HIGHWAY 109.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 OO1397 ***********************************************************************
 OO1397  DESIGNATION -  2481 P
 OO1397  PID         -  OO1397
 OO1397  STATE/COUNTY-  MN/FREEBORN
 OO1397  COUNTRY     -  US
 OO1397  USGS QUAD   -  ALDEN (2019)
 OO1397
 OO1397                         *CURRENT SURVEY CONTROL
 OO1397  ______________________________________________________________________
 OO1397* NAD 83(1986) POSITION- 43 39 55.96   (N) 093 33 14.35   (W)   HD_HELD1
 OO1397* NAVD 88 ORTHO HEIGHT -   397.864 (meters)     1305.33  (feet) ADJUSTED
 OO1397  ______________________________________________________________________
 OO1397  GEOID HEIGHT    -        -29.436 (meters)                     GEOID18
 OO1397  DYNAMIC HEIGHT  -        397.762 (meters)     1304.99  (feet) COMP
 OO1397  MODELED GRAVITY -    980,350.9   (mgal)                       NAVD 88
 OO1397
 OO1397  VERT ORDER      -  SECOND    CLASS I
 OO1397
 OO1397.The horizontal coordinates were determined by differentially corrected
 OO1397.hand held GPS observations or other comparable positioning techniques
 OO1397.and have an estimated accuracy of +/- 3 meters.
 OO1397
 OO1397.The orthometric height was determined by differential leveling and
 OO1397.adjusted by the NATIONAL GEODETIC SURVEY
 OO1397.in May 2019.
 OO1397
 OO1397.Significant digits in the geoid height do not necessarily reflect accuracy.
 OO1397.GEOID18 height accuracy estimate available here.
 OO1397
 OO1397.Click photographs - Photos may exist for this station.
 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     -   174,049.5     835,974.2     MT  (+/- 3 meters HH1 GPS) 
 OO1397
 OO1397_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVJ5533534875(NAD 83)
 OO1397
 OO1397                          SUPERSEDED SURVEY CONTROL
 OO1397
 OO1397  NAVD 88 (06/15/91)  397.865  (m)         1305.33   (f) SUPERSEDED  2 1
 OO1397
 OO1397.Superseded values are not recommended for survey control.
 OO1397
 OO1397.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OO1397.See file dsdata.pdf to determine how the superseded data were derived.
 OO1397
 OO1397_MARKER: DV = VERTICAL CONTROL DISK
 OO1397_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 OO1397+WITH SETTING: PAVEMENT
 OO1397_SP_SET: BASE FOR LEG OF SIGN
 OO1397_STAMPING: 2481 P 1980
 OO1397_MARK LOGO: MNHD
 OO1397_PROJECTION: FLUSH
 OO1397_MAGNETIC: N = NO MAGNETIC MATERIAL
 OO1397_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OO1397+STABILITY: SURFACE MOTION
 OO1397_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 OO1397+SATELLITE: SATELLITE OBSERVATIONS - July 05, 2016
 OO1397
 OO1397  HISTORY     - Date     Condition        Report By
 OO1397  HISTORY     - 1980     MONUMENTED       MNDT
 OO1397  HISTORY     - 20160705 GOOD             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.
 OO1397
 OO1397                          STATION RECOVERY (2016)
 OO1397
 OO1397'RECOVERY NOTE BY MN DEPT OF TRANSP 2016 (TJD)
 OO1397'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 OO1398 ***********************************************************************
 OO1398  DESIGNATION -  2481 Q
 OO1398  PID         -  OO1398
 OO1398  STATE/COUNTY-  MN/FREEBORN
 OO1398  COUNTRY     -  US
 OO1398  USGS QUAD   -  ALDEN (2019)
 OO1398
 OO1398                         *CURRENT SURVEY CONTROL
 OO1398  ______________________________________________________________________
 OO1398* NAD 83(2011) POSITION- 43 39 54.04685(N) 093 32 42.50847(W)   ADJUSTED
 OO1398* NAD 83(2011) ELLIP HT-   376.019 (meters)        (06/27/12)   ADJUSTED
 OO1398* NAD 83(2011) EPOCH   -  2010.00
 OO1398* NAVD 88 ORTHO HEIGHT -   405.451 (meters)     1330.22  (feet) ADJUSTED
 OO1398  ______________________________________________________________________
 OO1398  GEOID HEIGHT    -        -29.436 (meters)                     GEOID18
 OO1398  NAD 83(2011) X  -   -285,771.613 (meters)                     COMP
 OO1398  NAD 83(2011) Y  - -4,612,681.382 (meters)                     COMP
 OO1398  NAD 83(2011) Z  -  4,381,501.931 (meters)                     COMP
 OO1398  LAPLACE CORR    -          0.17  (seconds)                    DEFLEC18
 OO1398  DYNAMIC HEIGHT  -        405.346 (meters)     1329.87  (feet) COMP
 OO1398  MODELED GRAVITY -    980,350.3   (mgal)                       NAVD 88
 OO1398
 OO1398  VERT ORDER      -  SECOND    CLASS I
 OO1398
 OO1398  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 OO1398  Standards:
 OO1398         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 OO1398            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 OO1398  -------------------------------------------------------------------
 OO1398  NETWORK    0.52   0.49           0.24   0.17   0.25      0.04156011
 OO1398  -------------------------------------------------------------------
 OO1398  Click here for local accuracies and other accuracy information.
 OO1398
 OO1398.The horizontal coordinates were established by GPS observations
 OO1398.and adjusted by the National Geodetic Survey in June 2012.
 OO1398
 OO1398.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 OO1398.been affixed to the stable North American tectonic plate. See 
 OO1398.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 OO1398
 OO1398.The horizontal coordinates are valid at the epoch date displayed above
 OO1398.which is a decimal equivalence of Year/Month/Day.
 OO1398
 OO1398.The orthometric height was determined by differential leveling and
 OO1398.adjusted by the NATIONAL GEODETIC SURVEY
 OO1398.in May 2019.
 OO1398
 OO1398.Significant digits in the geoid height do not necessarily reflect accuracy.
 OO1398.GEOID18 height accuracy estimate available here.
 OO1398
 OO1398.Click photographs - Photos may exist for this station.
 OO1398
 OO1398.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 OO1398
 OO1398.The Laplace correction was computed from DEFLEC18 derived deflections.
 OO1398
 OO1398.The ellipsoidal height was determined by GPS observations
 OO1398.and is referenced to NAD 83.
 OO1398
 OO1398.The dynamic height is computed by dividing the NAVD 88
 OO1398.geopotential number by the normal gravity value computed on the
 OO1398.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OO1398.degrees latitude (g = 980.6199 gals.).
 OO1398
 OO1398.The modeled gravity was interpolated from observed gravity values.
 OO1398
 OO1398. The following values were computed from the NAD 83(2011) position.
 OO1398
 OO1398;                    North         East     Units Scale Factor Converg.
 OO1398;SPC MN S     -   173,994.371   836,687.954   MT  1.00002774   +0 19 07.8
 OO1398;SPC MN S     -   570,846.53  2,745,033.73   sFT  1.00002774   +0 19 07.8
 OO1398;UTM  15      - 4,834,812.034   456,048.598   MT  0.99962376   -0 22 35.0
 OO1398
 OO1398!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OO1398!SPC MN S     -   0.99994104  x   1.00002774  =   0.99996878
 OO1398!UTM  15      -   0.99994104  x   0.99962376  =   0.99956482
 OO1398
 OO1398_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVJ5604834812(NAD 83)
 OO1398
 OO1398                          SUPERSEDED SURVEY CONTROL
 OO1398
 OO1398  NAD 83(2007)-  43 39 54.04700(N)    093 32 42.50924(W) AD(2002.00) 0
 OO1398  ELLIP H (02/10/07)  376.042  (m)                       GP(2002.00)    
 OO1398  NAD 83(1996)-  43 39 54.04608(N)    093 32 42.50823(W) AD(       ) 1
 OO1398  ELLIP H (02/05/03)  376.108  (m)                       GP(       ) 3 2
 OO1398  NAVD 88             405.45   (m)         1330.2    (f) LEVELING    3  
 OO1398  NAVD 88 (06/15/91)  405.454  (m)         1330.23   (f) SUPERSEDED  1 2
 OO1398
 OO1398.Superseded values are not recommended for survey control.
 OO1398
 OO1398.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OO1398.See file dsdata.pdf to determine how the superseded data were derived.
 OO1398
 OO1398_MARKER: DV = VERTICAL CONTROL DISK
 OO1398_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 OO1398_STAMPING: 2481 Q 1980
 OO1398_MARK LOGO: MNHD
 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 - July 05, 2016
 OO1398_ROD/PIPE-DEPTH: 7.3 meters
 OO1398
 OO1398  HISTORY     - Date     Condition        Report By
 OO1398  HISTORY     - 19800520 MONUMENTED       MNHD
 OO1398  HISTORY     - 19900907 GOOD             NGS
 OO1398  HISTORY     - 19961118 GOOD             MNDT
 OO1398  HISTORY     - 20120725 GOOD             GEOCAC
 OO1398  HISTORY     - 20160705 GOOD             MNDT
 OO1398
 OO1398                          STATION DESCRIPTION
 OO1398
 OO1398'DESCRIBED BY MN HIGHWAY DEPT 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.
 OO1398
 OO1398                          STATION RECOVERY (2012)
 OO1398
 OO1398'RECOVERY NOTE BY GEOCACHING 2012 (LPC)
 OO1398'RECOVERED IN GOOD CONDITION.
 OO1398
 OO1398                          STATION RECOVERY (2016)
 OO1398
 OO1398'RECOVERY NOTE BY MN DEPT OF TRANSP 2016 (TJD)
 OO1398'THE MARK IS LOCATED ABOUT 1.6 MI (2.6 KM) EAST OF ALDEN.
 OO1398'
 OO1398'TO REACH THE MARK GO 1.65 MI (2.65 KM) EAST ALONG INTERSTATE HIGHWAY
 OO1398'90 FROM THE JUNCTION OF INTERSTATE HIGHWAY 90 AND TRUNK HIGHWAY 109 AT
 OO1398'ALDEN, AT INTERSTATE HIGHWAY 90 MILE POINT 147.65.
 OO1398'
 OO1398'THE MARK IS LOCATED 98.0 FT (29.9 M) SOUTH OF EASTBOUND INTERSTATE
 OO1398'HIGHWAY 90 BRASS PLUG AT END OF CURVE, 113.5 FT (34.6 M) SOUTHWEST OF
 OO1398'STATION 545 STENCIL, 2.2 FT (0.7 M) NORTH OF RIGHT-OF-WAY FENCE POST,
 OO1398'1.0 FT (0.3 M) NORTH OF A FENCE, 0.7 FT (21 CM) NORTH OF A WITNESS
 OO1398'POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 OO1400 ***********************************************************************
 OO1400  DESIGNATION -  2481 S
 OO1400  PID         -  OO1400
 OO1400  STATE/COUNTY-  MN/FREEBORN
 OO1400  COUNTRY     -  US
 OO1400  USGS QUAD   -  ALDEN (2019)
 OO1400
 OO1400                         *CURRENT SURVEY CONTROL
 OO1400  ______________________________________________________________________
 OO1400* NAD 83(2011) POSITION- 43 39 56.73235(N) 093 31 06.56325(W)   ADJUSTED
 OO1400* NAD 83(2011) ELLIP HT-   368.642 (meters)        (06/27/12)   ADJUSTED
 OO1400* NAD 83(2011) EPOCH   -  2010.00
 OO1400* NAVD 88 ORTHO HEIGHT -   398.069 (meters)     1306.00  (feet) ADJUSTED
 OO1400  ______________________________________________________________________
 OO1400  GEOID HEIGHT    -        -29.430 (meters)                     GEOID18
 OO1400  NAD 83(2011) X  -   -283,622.128 (meters)                     COMP
 OO1400  NAD 83(2011) Y  - -4,612,751.364 (meters)                     COMP
 OO1400  NAD 83(2011) Z  -  4,381,556.797 (meters)                     COMP
 OO1400  LAPLACE CORR    -          0.78  (seconds)                    DEFLEC18
 OO1400  DYNAMIC HEIGHT  -        397.966 (meters)     1305.66  (feet) COMP
 OO1400  MODELED GRAVITY -    980,349.6   (mgal)                       NAVD 88
 OO1400
 OO1400  VERT ORDER      -  SECOND    CLASS I
 OO1400
 OO1400  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 OO1400  Standards:
 OO1400         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 OO1400            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 OO1400  -------------------------------------------------------------------
 OO1400  NETWORK    0.40   0.53           0.18   0.14   0.27      0.01068063
 OO1400  -------------------------------------------------------------------
 OO1400  Click here for local accuracies and other accuracy information.
 OO1400
 OO1400.The horizontal coordinates were established by GPS observations
 OO1400.and adjusted by the National Geodetic Survey in June 2012.
 OO1400
 OO1400.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 OO1400.been affixed to the stable North American tectonic plate. See 
 OO1400.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 OO1400
 OO1400.The horizontal coordinates are valid at the epoch date displayed above
 OO1400.which is a decimal equivalence of Year/Month/Day.
 OO1400
 OO1400.The orthometric height was determined by differential leveling and
 OO1400.adjusted by the NATIONAL GEODETIC SURVEY
 OO1400.in May 2019.
 OO1400
 OO1400.Significant digits in the geoid height do not necessarily reflect accuracy.
 OO1400.GEOID18 height accuracy estimate available here.
 OO1400
 OO1400.Click photographs - Photos may exist for this station.
 OO1400
 OO1400.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 OO1400
 OO1400.The Laplace correction was computed from DEFLEC18 derived deflections.
 OO1400
 OO1400.The ellipsoidal height was determined by GPS observations
 OO1400.and is referenced to NAD 83.
 OO1400
 OO1400.The dynamic height is computed by dividing the NAVD 88
 OO1400.geopotential number by the normal gravity value computed on the
 OO1400.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OO1400.degrees latitude (g = 980.6199 gals.).
 OO1400
 OO1400.The modeled gravity was interpolated from observed gravity values.
 OO1400
 OO1400. The following values were computed from the NAD 83(2011) position.
 OO1400
 OO1400;                    North         East     Units Scale Factor Converg.
 OO1400;SPC MN S     -   174,089.566   838,837.092   MT  1.00002755   +0 20 15.0
 OO1400;SPC MN S     -   571,158.85  2,752,084.69   sFT  1.00002755   +0 20 15.0
 OO1400;UTM  15      - 4,834,881.112   458,197.862   MT  0.99962149   -0 21 28.8
 OO1400
 OO1400!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OO1400!SPC MN S     -   0.99994220  x   1.00002755  =   0.99996974
 OO1400!UTM  15      -   0.99994220  x   0.99962149  =   0.99956371
 OO1400
 OO1400_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVJ5819734881(NAD 83)
 OO1400
 OO1400                          SUPERSEDED SURVEY CONTROL
 OO1400
 OO1400  NAD 83(2007)-  43 39 56.73253(N)    093 31 06.56404(W) AD(2002.00) 0
 OO1400  ELLIP H (02/10/07)  368.664  (m)                       GP(2002.00)    
 OO1400  NAD 83(1996)-  43 39 56.73171(N)    093 31 06.56305(W) AD(       ) 1
 OO1400  ELLIP H (02/05/03)  368.731  (m)                       GP(       ) 3 2
 OO1400  NAD 83(1996)-  43 39 56.73162(N)    093 31 06.56301(W) AD(       ) 1
 OO1400  ELLIP H (03/16/99)  368.728  (m)                       GP(       ) 4 1
 OO1400  NAD 83(1986)-  43 39 56.71649(N)    093 31 06.55940(W) AD(       ) 1
 OO1400  NAVD 88             398.07   (m)         1306.0    (f) LEVELING    3  
 OO1400  NAVD 88 (06/15/91)  398.071  (m)         1306.00   (f) SUPERSEDED  1 2
 OO1400
 OO1400.Superseded values are not recommended for survey control.
 OO1400
 OO1400.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OO1400.See file dsdata.pdf to determine how the superseded data were derived.
 OO1400
 OO1400_MARKER: DV = VERTICAL CONTROL DISK
 OO1400_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 OO1400_STAMPING: 2481 S 1980
 OO1400_MARK LOGO: MNHD
 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 16, 2016
 OO1400_ROD/PIPE-DEPTH: 7.3 meters
 OO1400
 OO1400  HISTORY     - Date     Condition        Report By
 OO1400  HISTORY     - 19800520 MONUMENTED       MNHD
 OO1400  HISTORY     - 19900907 GOOD             NGS
 OO1400  HISTORY     - 19940413 GOOD             MNDT
 OO1400  HISTORY     - 19961118 GOOD             MNDT
 OO1400  HISTORY     - 20120725 GOOD             GEOCAC
 OO1400  HISTORY     - 20140630 GOOD             MNDT
 OO1400  HISTORY     - 20161116 GOOD             MNDT
 OO1400
 OO1400                          STATION DESCRIPTION
 OO1400
 OO1400'DESCRIBED BY MN HIGHWAY DEPT 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.
 OO1400
 OO1400                          STATION RECOVERY (2012)
 OO1400
 OO1400'RECOVERY NOTE BY GEOCACHING 2012 (LPC)
 OO1400'RECOVERED IN GOOD CONDITION.
 OO1400
 OO1400                          STATION RECOVERY (2014)
 OO1400
 OO1400'RECOVERY NOTE BY MN DEPT OF TRANSP 2014 (SXS)
 OO1400'RECOVERED AS DESCRIBED.
 OO1400
 OO1400                          STATION RECOVERY (2016)
 OO1400
 OO1400'RECOVERY NOTE BY MN DEPT OF TRANSP 2016 (BAB)
 OO1400'THE MARK IS LOCATED ABOUT 2.9 MI (4.7 KM) EAST OF ALDEN.
 OO1400'
 OO1400'TO REACH THE MARK GO 3.0 MI (4.8 KM) EAST ALONG INTERSTATE HIGHWAY 90
 OO1400'FROM THE JUNCTION OF INTERSTATE HIGHWAY 90 AND TRUNK HIGHWAY 109 AT
 OO1400'ALDEN, AT INTERSTATE HIGHWAY 90 MILE POINT 149.0, 0.7 MI (1.1 KM) WEST
 OO1400'OF COUNTY ROAD 12.
 OO1400'
 OO1400'TO REACH THE MARK GO 100.1 FT (30.5 M) SOUTH OF EASTBOUND INTERSTATE
 OO1400'HIGHWAY 90, 87.2 FT (26.6 M) SOUTH OF STATION 615 STENCIL, 0.8 FT (24
 OO1400'CM) NORTH OF A FENCE AND WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 OO1401 ***********************************************************************
 OO1401  DESIGNATION -  2481 T
 OO1401  PID         -  OO1401
 OO1401  STATE/COUNTY-  MN/FREEBORN
 OO1401  COUNTRY     -  US
 OO1401  USGS QUAD   -  ALDEN (2019)
 OO1401
 OO1401                         *CURRENT SURVEY CONTROL
 OO1401  ______________________________________________________________________
 OO1401* NAD 83(1986) POSITION- 43 40 09.68   (N) 093 30 40.10   (W)   HD_HELD1
 OO1401* NAVD 88 ORTHO HEIGHT -   405.620 (meters)     1330.77  (feet) ADJUSTED
 OO1401  ______________________________________________________________________
 OO1401  GEOID HEIGHT    -        -29.426 (meters)                     GEOID18
 OO1401  DYNAMIC HEIGHT  -        405.515 (meters)     1330.43  (feet) COMP
 OO1401  MODELED GRAVITY -    980,349.6   (mgal)                       NAVD 88
 OO1401
 OO1401  VERT ORDER      -  SECOND    CLASS I
 OO1401
 OO1401.The horizontal coordinates were determined by differentially corrected
 OO1401.hand held GPS observations or other comparable positioning techniques
 OO1401.and have an estimated accuracy of +/- 3 meters.
 OO1401
 OO1401.The orthometric height was determined by differential leveling and
 OO1401.adjusted by the NATIONAL GEODETIC SURVEY
 OO1401.in May 2019.
 OO1401
 OO1401.Significant digits in the geoid height do not necessarily reflect accuracy.
 OO1401.GEOID18 height accuracy estimate available here.
 OO1401
 OO1401.Click photographs - Photos may exist for this station.
 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     -   174,492.7     839,427.6     MT  (+/- 3 meters HH1 GPS) 
 OO1401
 OO1401_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVJ5879235276(NAD 83)
 OO1401
 OO1401                          SUPERSEDED SURVEY CONTROL
 OO1401
 OO1401  NAVD 88 (06/15/91)  405.627  (m)         1330.79   (f) SUPERSEDED  2 1
 OO1401
 OO1401.Superseded values are not recommended for survey control.
 OO1401
 OO1401.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OO1401.See file dsdata.pdf to determine how the superseded data were derived.
 OO1401
 OO1401_MARKER: DB = BENCH MARK DISK
 OO1401_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 OO1401_SP_SET: BRIDGE ABUTMENT
 OO1401_STAMPING: 2481 T 1980
 OO1401_MARK LOGO: MNDT
 OO1401_MAGNETIC: N = NO MAGNETIC MATERIAL
 OO1401_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OO1401_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 OO1401+SATELLITE: SATELLITE OBSERVATIONS - July 05, 2016
 OO1401
 OO1401  HISTORY     - Date     Condition        Report By
 OO1401  HISTORY     - 1980     MONUMENTED       MNDT
 OO1401  HISTORY     - 20160705 GOOD             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.
 OO1401
 OO1401                          STATION RECOVERY (2016)
 OO1401
 OO1401'RECOVERY NOTE BY MN DEPT OF TRANSP 2016 (TJD)
 OO1401'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 OO1402 ***********************************************************************
 OO1402  DESIGNATION -  2481 U
 OO1402  PID         -  OO1402
 OO1402  STATE/COUNTY-  MN/FREEBORN
 OO1402  COUNTRY     -  US
 OO1402  USGS QUAD   -  ALDEN (2019)
 OO1402
 OO1402                         *CURRENT SURVEY CONTROL
 OO1402  ______________________________________________________________________
 OO1402* NAD 83(1986) POSITION- 43 40 18.48   (N) 093 30 29.84   (W)   HD_HELD1
 OO1402* NAVD 88 ORTHO HEIGHT -   402.335 (meters)     1319.99  (feet) ADJUSTED
 OO1402  ______________________________________________________________________
 OO1402  GEOID HEIGHT    -        -29.423 (meters)                     GEOID18
 OO1402  DYNAMIC HEIGHT  -        402.231 (meters)     1319.65  (feet) COMP
 OO1402  MODELED GRAVITY -    980,349.9   (mgal)                       NAVD 88
 OO1402
 OO1402  VERT ORDER      -  SECOND    CLASS I
 OO1402
 OO1402.The horizontal coordinates were determined by differentially corrected
 OO1402.hand held GPS observations or other comparable positioning techniques
 OO1402.and have an estimated accuracy of +/- 3 meters.
 OO1402
 OO1402.The orthometric height was determined by differential leveling and
 OO1402.adjusted by the NATIONAL GEODETIC SURVEY
 OO1402.in May 2019.
 OO1402
 OO1402.Significant digits in the geoid height do not necessarily reflect accuracy.
 OO1402.GEOID18 height accuracy estimate available here.
 OO1402
 OO1402.Click photographs - Photos may exist for this station.
 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     -   174,765.7     839,655.8     MT  (+/- 3 meters HH1 GPS) 
 OO1402
 OO1402_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVJ5902435546(NAD 83)
 OO1402
 OO1402                          SUPERSEDED SURVEY CONTROL
 OO1402
 OO1402  NAVD 88 (06/15/91)  402.339  (m)         1320.01   (f) SUPERSEDED  1 2
 OO1402
 OO1402.Superseded values are not recommended for survey control.
 OO1402
 OO1402.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OO1402.See file dsdata.pdf to determine how the superseded data were derived.
 OO1402
 OO1402_MARKER: DD = SURVEY DISK
 OO1402_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 OO1402_SP_SET: BRIDGE ABUTMENT
 OO1402_STAMPING: 2481 U 1980
 OO1402_MARK LOGO: MNDT
 OO1402_MAGNETIC: N = NO MAGNETIC MATERIAL
 OO1402_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OO1402_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 OO1402+SATELLITE: SATELLITE OBSERVATIONS - July 05, 2016
 OO1402
 OO1402  HISTORY     - Date     Condition        Report By
 OO1402  HISTORY     - 1980     MONUMENTED       MNDT
 OO1402  HISTORY     - 19900907 GOOD             NGS
 OO1402  HISTORY     - 20160705 GOOD             MNDT
 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.
 OO1402
 OO1402                          STATION RECOVERY (2016)
 OO1402
 OO1402'RECOVERY NOTE BY MN DEPT OF TRANSP 2016 (TJD)
 OO1402'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 OO1403 ***********************************************************************
 OO1403  DESIGNATION -  2481 V
 OO1403  PID         -  OO1403
 OO1403  STATE/COUNTY-  MN/FREEBORN
 OO1403  COUNTRY     -  US
 OO1403  USGS QUAD   -  ALBERT LEA WEST (2019)
 OO1403
 OO1403                         *CURRENT SURVEY CONTROL
 OO1403  ______________________________________________________________________
 OO1403* NAD 83(2011) POSITION- 43 40 37.11261(N) 093 29 19.33755(W)   ADJUSTED
 OO1403* NAD 83(2011) ELLIP HT-   359.813 (meters)        (06/27/12)   ADJUSTED
 OO1403* NAD 83(2011) EPOCH   -  2010.00
 OO1403* NAVD 88 ORTHO HEIGHT -   389.220 (meters)     1276.97  (feet) ADJUSTED
 OO1403  ______________________________________________________________________
 OO1403  GEOID HEIGHT    -        -29.410 (meters)                     GEOID18
 OO1403  NAD 83(2011) X  -   -281,171.417 (meters)                     COMP
 OO1403  NAD 83(2011) Y  - -4,612,032.793 (meters)                     COMP
 OO1403  NAD 83(2011) Z  -  4,382,452.176 (meters)                     COMP
 OO1403  LAPLACE CORR    -          1.47  (seconds)                    DEFLEC18
 OO1403  DYNAMIC HEIGHT  -        389.120 (meters)     1276.64  (feet) COMP
 OO1403  MODELED GRAVITY -    980,351.0   (mgal)                       NAVD 88
 OO1403
 OO1403  VERT ORDER      -  SECOND    CLASS I
 OO1403
 OO1403  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 OO1403  Standards:
 OO1403         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 OO1403            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 OO1403  -------------------------------------------------------------------
 OO1403  NETWORK    0.50   0.65           0.23   0.17   0.33      0.02330037
 OO1403  -------------------------------------------------------------------
 OO1403  Click here for local accuracies and other accuracy information.
 OO1403
 OO1403.The horizontal coordinates were established by GPS observations
 OO1403.and adjusted by the National Geodetic Survey in June 2012.
 OO1403
 OO1403.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 OO1403.been affixed to the stable North American tectonic plate. See 
 OO1403.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 OO1403
 OO1403.The horizontal coordinates are valid at the epoch date displayed above
 OO1403.which is a decimal equivalence of Year/Month/Day.
 OO1403
 OO1403.The orthometric height was determined by differential leveling and
 OO1403.adjusted by the NATIONAL GEODETIC SURVEY
 OO1403.in May 2019.
 OO1403
 OO1403.Significant digits in the geoid height do not necessarily reflect accuracy.
 OO1403.GEOID18 height accuracy estimate available here.
 OO1403
 OO1403.Click photographs - Photos may exist for this station.
 OO1403
 OO1403.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 OO1403
 OO1403.The Laplace correction was computed from DEFLEC18 derived deflections.
 OO1403
 OO1403.The ellipsoidal height was determined by GPS observations
 OO1403.and is referenced to NAD 83.
 OO1403
 OO1403.The dynamic height is computed by dividing the NAVD 88
 OO1403.geopotential number by the normal gravity value computed on the
 OO1403.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OO1403.degrees latitude (g = 980.6199 gals.).
 OO1403
 OO1403.The modeled gravity was interpolated from observed gravity values.
 OO1403
 OO1403. The following values were computed from the NAD 83(2011) position.
 OO1403
 OO1403;                    North         East     Units Scale Factor Converg.
 OO1403;SPC MN S     -   175,350.408   841,231.623   MT  1.00002474   +0 21 30.2
 OO1403;SPC MN S     -   575,295.46  2,759,940.75   sFT  1.00002474   +0 21 30.2
 OO1403;UTM  15      - 4,836,112.287   460,606.548   MT  0.99961909   -0 20 15.0
 OO1403
 OO1403!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OO1403!SPC MN S     -   0.99994358  x   1.00002474  =   0.99996832
 OO1403!UTM  15      -   0.99994358  x   0.99961909  =   0.99956269
 OO1403
 OO1403_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVJ6060636112(NAD 83)
 OO1403
 OO1403                          SUPERSEDED SURVEY CONTROL
 OO1403
 OO1403  NAD 83(2007)-  43 40 37.11279(N)    093 29 19.33845(W) AD(2002.00) 0
 OO1403  ELLIP H (02/10/07)  359.835  (m)                       GP(2002.00)    
 OO1403  NAD 83(1996)-  43 40 37.11191(N)    093 29 19.33748(W) AD(       ) 1
 OO1403  ELLIP H (02/05/03)  359.899  (m)                       GP(       ) 3 2
 OO1403  NAVD 88             389.22   (m)         1277.0    (f) LEVELING    3  
 OO1403  NAVD 88 (06/15/91)  389.222  (m)         1276.97   (f) SUPERSEDED  1 2
 OO1403
 OO1403.Superseded values are not recommended for survey control.
 OO1403
 OO1403.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OO1403.See file dsdata.pdf to determine how the superseded data were derived.
 OO1403
 OO1403_MARKER: DV = VERTICAL CONTROL DISK
 OO1403_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 OO1403_STAMPING: 2481 V 1980
 OO1403_MARK LOGO: MNHD
 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 01, 2016
 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  HISTORY     - 20140630 GOOD             MNDT
 OO1403  HISTORY     - 20161101 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.
 OO1403
 OO1403                          STATION RECOVERY (2014)
 OO1403
 OO1403'RECOVERY NOTE BY MN DEPT OF TRANSP 2014 (BEN)
 OO1403'RECOVERED AS DESCRIBED.
 OO1403
 OO1403                          STATION RECOVERY (2016)
 OO1403
 OO1403'RECOVERY NOTE BY MN DEPT OF TRANSP 2016 (BAB)
 OO1403'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 OO1404 ***********************************************************************
 OO1404  DESIGNATION -  2481 W
 OO1404  PID         -  OO1404
 OO1404  STATE/COUNTY-  MN/FREEBORN
 OO1404  COUNTRY     -  US
 OO1404  USGS QUAD   -  ALBERT LEA WEST (2019)
 OO1404
 OO1404                         *CURRENT SURVEY CONTROL
 OO1404  ______________________________________________________________________
 OO1404* NAD 83(1986) POSITION- 43 40 46.37   (N) 093 28 06.90   (W)   HD_HELD1
 OO1404* NAVD 88 ORTHO HEIGHT -   394.595 (meters)     1294.60  (feet) ADJUSTED
 OO1404  ______________________________________________________________________
 OO1404  GEOID HEIGHT    -        -29.394 (meters)                     GEOID18
 OO1404  DYNAMIC HEIGHT  -        394.494 (meters)     1294.27  (feet) COMP
 OO1404  MODELED GRAVITY -    980,352.5   (mgal)                       NAVD 88
 OO1404
 OO1404  VERT ORDER      -  SECOND    CLASS I
 OO1404
 OO1404.The horizontal coordinates were determined by differentially corrected
 OO1404.hand held GPS observations or other comparable positioning techniques
 OO1404.and have an estimated accuracy of +/- 3 meters.
 OO1404
 OO1404.The orthometric height was determined by differential leveling and
 OO1404.adjusted by the NATIONAL GEODETIC SURVEY
 OO1404.in May 2019.
 OO1404
 OO1404.Significant digits in the geoid height do not necessarily reflect accuracy.
 OO1404.GEOID18 height accuracy estimate available here.
 OO1404
 OO1404.Click photographs - Photos may exist for this station.
 OO1404
 OO1404.The dynamic height is computed by dividing the NAVD 88
 OO1404.geopotential number by the normal gravity value computed on the
 OO1404.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OO1404.degrees latitude (g = 980.6199 gals.).
 OO1404
 OO1404.The modeled gravity was interpolated from observed gravity values.
 OO1404
 OO1404;                    North         East    Units  Estimated Accuracy
 OO1404;SPC MN S     -   175,646.5     842,852.4     MT  (+/- 3 meters HH1 GPS) 
 OO1404
 OO1404_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVJ6223036388(NAD 83)
 OO1404
 OO1404                          SUPERSEDED SURVEY CONTROL
 OO1404
 OO1404  NAVD 88 (06/15/91)  394.599  (m)         1294.61   (f) SUPERSEDED  1 2
 OO1404
 OO1404.Superseded values are not recommended for survey control.
 OO1404
 OO1404.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OO1404.See file dsdata.pdf to determine how the superseded data were derived.
 OO1404
 OO1404_MARKER: DB = BENCH MARK DISK
 OO1404_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 OO1404_SP_SET: BRIDGE ABUTMENT
 OO1404_STAMPING: 2481 W 1980
 OO1404_MARK LOGO: MNHD
 OO1404_MAGNETIC: N = NO MAGNETIC MATERIAL
 OO1404_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OO1404_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OO1404+SATELLITE: SATELLITE OBSERVATIONS - November 01, 2016
 OO1404
 OO1404  HISTORY     - Date     Condition        Report By
 OO1404  HISTORY     - 1980     MONUMENTED       MNDT
 OO1404  HISTORY     - 19900907 GOOD             NGS
 OO1404  HISTORY     - 20090427 GOOD             MNDT
 OO1404  HISTORY     - 20161101 GOOD             MNDT
 OO1404
 OO1404                          STATION DESCRIPTION
 OO1404
 OO1404'DESCRIBED BY MN DEPT OF TRANSP 1980
 OO1404'5.5 MI NW FROM ALBERT LEA.
 OO1404'THE MARK IS LOCATED 2.7 MILES WEST ALONG INTERSTATE HIGHWAY 90 FROM
 OO1404'ITS JUNCTION WITH TRUNK HIGHWAY 13 NORTH OF ALBERT LEA AND IS NEAR
 OO1404'HIGHWAY 90 MILE POINT 151.8 IN THE SW 1/4 OF SECTION 34, T103N, R22W.
 OO1404'THE MARK IS 21 FEET EAST OF AND ABOUT LEVEL WITH THE CENTERLINE OF
 OO1404'COUNTY ROAD 14 IN THE ABUTMENT IN THE SOUTHEAST CORNER OF BRIDGE
 OO1404'NUMBER 24813 CARRYING COUNTY ROAD 14 OVER HIGHWAY 90.  THE MARK, A
 OO1404'STANDARD MNHD BENCH MARK DISK STAMPED---2481 W 1980---, IS CEMENTED
 OO1404'IN A DRILL HOLE IN THE BRIDGE ABUTMENT.
 OO1404
 OO1404                          STATION RECOVERY (1990)
 OO1404
 OO1404'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990
 OO1404'4.3 KM (2.7 MI) WESTERLY ALONG INTERSTATE HIGHWAY 90 FROM THE
 OO1404'JUNCTION OF STATE HIGHWAY 13 (EXIT 154) IN ALBERT LEA, IN TOP OF AND
 OO1404'2.0 M (6.6 FT) NORTHWEST OF THE SOUTHEAST END OF THE SOUTH CONCRETE
 OO1404'ABUTMENT OF COUNTY ROAD 14 OVERPASS (NUMBER 24813) OF THE HIGHWAY,
 OO1404'34.5 M (113.2 FT) SOUTH OF THE CENTERLINE OF THE EASTBOUND LANES OF
 OO1404'THE HIGHWAY, AND 6.4 M (21.0 FT) EAST OF AND LEVEL WITH THE ROAD
 OO1404'CENTERLINE.
 OO1404
 OO1404                          STATION RECOVERY (2009)
 OO1404
 OO1404'RECOVERY NOTE BY MN DEPT OF TRANSP 2009 (DAS)
 OO1404'RECOVERED AS DESCRIBED.
 OO1404
 OO1404                          STATION RECOVERY (2016)
 OO1404
 OO1404'RECOVERY NOTE BY MN DEPT OF TRANSP 2016 (BAB)
 OO1404'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 OO1406 ***********************************************************************
 OO1406  DESIGNATION -  2481 X
 OO1406  PID         -  OO1406
 OO1406  STATE/COUNTY-  MN/FREEBORN
 OO1406  COUNTRY     -  US
 OO1406  USGS QUAD   -  ALBERT LEA WEST (2019)
 OO1406
 OO1406                         *CURRENT SURVEY CONTROL
 OO1406  ______________________________________________________________________
 OO1406* NAD 83(1986) POSITION- 43 40 48.     (N) 093 27 31.     (W)   SCALED
 OO1406* NAVD 88 ORTHO HEIGHT -   387.407 (meters)     1271.02  (feet) POSTED
 OO1406  ______________________________________________________________________
 OO1406  GEOID HEIGHT    -        -29.384 (meters)                     GEOID18
 OO1406  DYNAMIC HEIGHT  -        387.31  (meters)     1270.7   (feet) COMP
 OO1406  MODELED GRAVITY -    980,353.4   (mgal)                       NAVD 88
 OO1406
 OO1406  VERT ORDER      -  * POSTED, SEE BELOW
 OO1406
 OO1406.The horizontal coordinates were scaled from a 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
 OO1406.* This is a POSTED BENCH MARK height.
 OO1406
 OO1406.Significant digits in the geoid height do not necessarily reflect accuracy.
 OO1406.GEOID18 height accuracy estimate available here.
 OO1406
 OO1406.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVJ630364(NAD 83)
 OO1406
 OO1406                          SUPERSEDED SURVEY CONTROL
 OO1406
 OO1406.No superseded survey control is available for this station.
 OO1406
 OO1406_MARKER: DV = VERTICAL CONTROL DISK
 OO1406_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 OO1406+WITH SETTING: PAVEMENT
 OO1406_SP_SET: 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  HISTORY     - 20160705 MARK NOT FOUND   MNDT
 OO1406  HISTORY     - 20240612 MARK NOT FOUND   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.
 OO1406
 OO1406                          STATION RECOVERY (2016)
 OO1406
 OO1406'RECOVERY NOTE BY MN DEPT OF TRANSP 2016 (TJD)
 OO1406'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE STATION.
 OO1406
 OO1406                          STATION RECOVERY (2024)
 OO1406
 OO1406'RECOVERY NOTE BY MN DEPT OF TRANSP 2024 (TJD)
 OO1406'AFTER A THOROUGH FIELD SEARCH MARK WAS NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 OO1407 ***********************************************************************
 OO1407  DESIGNATION -  2481 Y
 OO1407  PID         -  OO1407
 OO1407  STATE/COUNTY-  MN/FREEBORN
 OO1407  COUNTRY     -  US
 OO1407  USGS QUAD   -  ALBERT LEA WEST (2019)
 OO1407
 OO1407                         *CURRENT SURVEY CONTROL
 OO1407  ______________________________________________________________________
 OO1407* NAD 83(2011) POSITION- 43 40 49.21593(N) 093 26 43.53565(W)   ADJUSTED
 OO1407* NAD 83(2011) ELLIP HT-   354.497 (meters)        (06/27/12)   ADJUSTED
 OO1407* NAD 83(2011) EPOCH   -  2010.00
 OO1407* NAVD 88 ORTHO HEIGHT -   383.865 (meters)     1259.40  (feet) ADJUSTED
 OO1407  ______________________________________________________________________
 OO1407  GEOID HEIGHT    -        -29.371 (meters)                     GEOID18
 OO1407  NAD 83(2011) X  -   -277,671.907 (meters)                     COMP
 OO1407  NAD 83(2011) Y  - -4,611,982.501 (meters)                     COMP
 OO1407  NAD 83(2011) Z  -  4,382,718.675 (meters)                     COMP
 OO1407  LAPLACE CORR    -          2.54  (seconds)                    DEFLEC18
 OO1407  DYNAMIC HEIGHT  -        383.768 (meters)     1259.08  (feet) COMP
 OO1407  MODELED GRAVITY -    980,354.9   (mgal)                       NAVD 88
 OO1407
 OO1407  VERT ORDER      -  SECOND    CLASS I
 OO1407
 OO1407  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 OO1407  Standards:
 OO1407         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 OO1407            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 OO1407  -------------------------------------------------------------------
 OO1407  NETWORK    0.27   0.53           0.12   0.10   0.27      0.00663558
 OO1407  -------------------------------------------------------------------
 OO1407  Click here for local accuracies and other accuracy information.
 OO1407
 OO1407.The horizontal coordinates were established by GPS observations
 OO1407.and adjusted by the National Geodetic Survey in June 2012.
 OO1407
 OO1407.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 OO1407.been affixed to the stable North American tectonic plate. See 
 OO1407.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 OO1407
 OO1407.The horizontal coordinates are valid at the epoch date displayed above
 OO1407.which is a decimal equivalence of Year/Month/Day.
 OO1407
 OO1407.The orthometric height was determined by differential leveling and
 OO1407.adjusted by the NATIONAL GEODETIC SURVEY
 OO1407.in May 2019.
 OO1407
 OO1407.Significant digits in the geoid height do not necessarily reflect accuracy.
 OO1407.GEOID18 height accuracy estimate available here.
 OO1407
 OO1407.Click photographs - Photos may exist for this station.
 OO1407
 OO1407.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 OO1407
 OO1407.The Laplace correction was computed from DEFLEC18 derived deflections.
 OO1407
 OO1407.The ellipsoidal height was determined by GPS observations
 OO1407.and is referenced to NAD 83.
 OO1407
 OO1407.The dynamic height is computed by dividing the NAVD 88
 OO1407.geopotential number by the normal gravity value computed on the
 OO1407.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OO1407.degrees latitude (g = 980.6199 gals.).
 OO1407
 OO1407.The modeled gravity was interpolated from observed gravity values.
 OO1407
 OO1407. The following values were computed from the NAD 83(2011) position.
 OO1407
 OO1407;                    North         East     Units Scale Factor Converg.
 OO1407;SPC MN S     -   175,746.704   844,719.067   MT  1.00002391   +0 23 19.4
 OO1407;SPC MN S     -   576,595.64  2,771,382.47   sFT  1.00002391   +0 23 19.4
 OO1407;UTM  15      - 4,836,466.041   464,097.128   MT  0.99961585   -0 18 27.5
 OO1407
 OO1407!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OO1407!SPC MN S     -   0.99994441  x   1.00002391  =   0.99996832
 OO1407!UTM  15      -   0.99994441  x   0.99961585  =   0.99956029
 OO1407
 OO1407_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVJ6409736466(NAD 83)
 OO1407
 OO1407                          SUPERSEDED SURVEY CONTROL
 OO1407
 OO1407  NAD 83(2007)-  43 40 49.21612(N)    093 26 43.53664(W) AD(2002.00) 0
 OO1407  ELLIP H (02/10/07)  354.520  (m)                       GP(2002.00)    
 OO1407  NAD 83(1996)-  43 40 49.21524(N)    093 26 43.53570(W) AD(       ) 1
 OO1407  ELLIP H (02/05/03)  354.582  (m)                       GP(       ) 3 2
 OO1407  NAVD 88             383.87   (m)         1259.4    (f) LEVELING    3  
 OO1407  NAVD 88 (06/15/91)  383.867  (m)         1259.40   (f) SUPERSEDED  1 2
 OO1407
 OO1407.Superseded values are not recommended for survey control.
 OO1407
 OO1407.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OO1407.See file dsdata.pdf to determine how the superseded data were derived.
 OO1407
 OO1407_MARKER: DV = VERTICAL CONTROL DISK
 OO1407_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 OO1407_STAMPING: 2481 Y 1980
 OO1407_MARK LOGO: MNHD
 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 01, 2016
 OO1407_ROD/PIPE-DEPTH: 7.3 meters
 OO1407
 OO1407  HISTORY     - Date     Condition        Report By
 OO1407  HISTORY     - 1981     MONUMENTED       MNDT
 OO1407  HISTORY     - 19900907 GOOD             NGS
 OO1407  HISTORY     - 19961118 GOOD             MNDT
 OO1407  HISTORY     - 20080313 GOOD             MNDT
 OO1407  HISTORY     - 20080313 GOOD             MNDT
 OO1407  HISTORY     - 20080617 GOOD             MNDT
 OO1407  HISTORY     - 20090421 GOOD             MNDT
 OO1407  HISTORY     - 20140630 GOOD             MNDT
 OO1407  HISTORY     - 20161101 GOOD             MNDT
 OO1407
 OO1407                          STATION DESCRIPTION
 OO1407
 OO1407'DESCRIBED BY MN DEPT OF TRANSP 1981
 OO1407'4.5 MI NW FROM ALBERT LEA.
 OO1407'THE MARK IS LOCATED 1.5 MILES WEST ALONG INTERSTATE HIGHWAY 90 FROM
 OO1407'ITS JUNCTION WITH TRUNK HIGHWAY 13 NORTH OF ALBERT LEA AND IS NEAR
 OO1407'HIGHWAY 90 MILE POINT 153.15 IN THE NW 1/4 OF SECTION 35, T103N,
 OO1407'R22W.  THE MARK IS 178.8 FEET NORTHWEST OF THE CENTER OF THE
 OO1407'WESTBOUND HIGHWAY STATIONING STENCIL 825, 252 FEET NORTHEAST OF THE
 OO1407'NORTH END OF AN 18 INCH METAL CULVERT UNDER WESTBOUND HIGHWAY 90,
 OO1407'98.3 FEET NORTH OF THE WESTBOUND CENTERLINE OF HIGHWAY 90, 1 FOOT
 OO1407'SOUTH OF THE RIGHT-OF-WAY FENCE AND 0.6 FOOT SOUTH OF A STEEL WITNESS
 OO1407'POST.  THE MARK, A STANDARD MNHD VERTICAL CONTROL MARK DISK
 OO1407'STAMPED---2481 Y 1981---, IS CRIMPED TO THE TOP OF A DRIVEN 5/8 INCH
 OO1407'DIAMETER BY 24 FOOT LONG COPPER-CLAD STEEL ROD THAT PROJECTS 2 INCHES
 OO1407'ABOVE THE SURFACE OF THE GROUND.
 OO1407
 OO1407                          STATION RECOVERY (1990)
 OO1407
 OO1407'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990
 OO1407'2.4 KM (1.5 MI) WESTERLY ALONG INTERSTATE HIGHWAY 90 FROM THE
 OO1407'JUNCTION OF STATE HIGHWAY 13 (EXIT 154) IN ALBERT LEA, 29.9 M (98.1
 OO1407'FT) NORTH OF AND LEVEL WITH THE CENTERLINE OF THE WESTBOUND LANES OF
 OO1407'THE HIGHWAY, 27.0 M (88.6 FT) WEST OF A FENCE BRACE POST, AND 0.25 M
 OO1407'(0.82 FT) SOUTH OF A WITNESS POST AND FENCE.  NOTE--THE ROD IS
 OO1407'ENCASED IN A 6-INCH PVC PIPE.
 OO1407
 OO1407                          STATION RECOVERY (1996)
 OO1407
 OO1407'RECOVERY NOTE BY MN DEPT OF TRANSP 1996 (DKH)
 OO1407'THE MARK WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.  THE MARK IS AT
 OO1407'FAI 90 MP 153,1, FLUSH, MAGNETIC AND SUITABLE FOR GPS.  ROD DEPTH IS
 OO1407'24 FT.
 OO1407
 OO1407                          STATION RECOVERY (2008)
 OO1407
 OO1407'RECOVERY NOTE BY MN DEPT OF TRANSP 2008 (DJS)
 OO1407'THE MARK IS LOCATED ABOUT 6.6 MI (10.6 KM) EAST OF ALDEN, 6.1 MI (9.8
 OO1407'KM) NORTHEAST OF CONGER AND 4.5 MI (7.2 KM) WEST-NORTHWEST OF ALBERT
 OO1407'LEATHER.
 OO1407'
 OO1407'TO REACH TO THE MARK GO 1.5 MI (2.4 KM) WEST OF THE JUNCTION OF
 OO1407'INTERSTATE HIGHWAY 90 AND TRUNK HIGHWAY 13 AT ALBERT LEATHER, AT
 OO1407'INTERSTATE HIGHWAY 90 MILE POINT 153.1, 98.3 FT (30.0 M) NORTH OF
 OO1407'WESTBOUND INTERSTATE HIGHWAY 90, 178.8 FT (54.5 M) NORTHWEST OF
 OO1407'STATION 825 STENCIL, 252 FT (76.8 M) NORTHEAST OF CULVERT, 88.6 FT
 OO1407'(27.0 M) WEST OF A FENCE BRACE POST, 1.0 FT (0.3 M) SOUTH OF A FENCE,
 OO1407'0.6 FT (0.2 M) SOUTH OF A WITNESS POST
 OO1407
 OO1407                          STATION RECOVERY (2008)
 OO1407
 OO1407'RECOVERY NOTE BY MN DEPT OF TRANSP 2008 (DJS)
 OO1407'THE MARK IS LOCATED ABOUT 6.6 MI (10.6 KM) EAST OF ALDEN, 6.1 MI (9.8
 OO1407'KM) NORTHEAST OF CONGER AND 4.5 MI (7.2 KM) WEST-NORTHWEST OF ALBERT
 OO1407'LEATHER.
 OO1407'
 OO1407'TO REACH TO THE MARK GO 1.5 MI (2.4 KM) WEST OF THE JUNCTION OF
 OO1407'INTERSTATE HIGHWAY 90 AND TRUNK HIGHWAY 13 AT ALBERT LEATHER, AT
 OO1407'INTERSTATE HIGHWAY 90 MILE POINT 153.1, 98.3 FT (30.0 M) NORTH OF
 OO1407'WESTBOUND INTERSTATE HIGHWAY 90, 178.8 FT (54.5 M) NORTHWEST OF
 OO1407'STATION 825 STENCIL, 252 FT (76.8 M) NORTHEAST OF CULVERT, 88.6 FT
 OO1407'(27.0 M) WEST OF A FENCE BRACE POST, 1.0 FT (0.3 M) SOUTH OF A FENCE,
 OO1407'0.6 FT (0.2 M) SOUTH OF A WITNESS POST.
 OO1407
 OO1407                          STATION RECOVERY (2008)
 OO1407
 OO1407'RECOVERY NOTE BY MN DEPT OF TRANSP 2008 (BOO)
 OO1407'4.5 MILES NORTHWEST OF ALBERT LEA, 1.5 MILES WEST OF JUNCTION OF
 OO1407'INTERSTATE HIGHWAY 90 AND TRUNK HIGHWAY 13 AT ALBERT LEA, AT
 OO1407'INTERSTATE HIGHWAY 90 MILEPOINT 153.1, 98.3 FEET NORTH OF WESTBOUND
 OO1407'INTERSTATE HIGHWAY 90, 178.8 FEET NORTHWEST OF STATION 825 STENCIL,
 OO1407'252 FEET NORTHEAST OF CULVERT, 88.6 FEET WEST OF FENCE BRACE POST, 1.0
 OO1407'FOOT SOUTH OF FENCE, 0.6 FOOT SOUTH OF WITNESS POST.
 OO1407
 OO1407                          STATION RECOVERY (2009)
 OO1407
 OO1407'RECOVERY NOTE BY MN DEPT OF TRANSP 2009 (DAS)
 OO1407'RECOVERED AS DESCRIBED.
 OO1407
 OO1407                          STATION RECOVERY (2014)
 OO1407
 OO1407'RECOVERY NOTE BY MN DEPT OF TRANSP 2014 (TXR)
 OO1407'RECOVERED AS DESCRIBED.
 OO1407
 OO1407                          STATION RECOVERY (2016)
 OO1407
 OO1407'RECOVERY NOTE BY MN DEPT OF TRANSP 2016 (BAB)
 OO1407'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 OO0511 ***********************************************************************
 OO0511  DESIGNATION -  2482 A
 OO0511  PID         -  OO0511
 OO0511  STATE/COUNTY-  MN/FREEBORN
 OO0511  COUNTRY     -  US
 OO0511  USGS QUAD   -  ALBERT LEA EAST (2019)
 OO0511
 OO0511                         *CURRENT SURVEY CONTROL
 OO0511  ______________________________________________________________________
 OO0511* NAD 83(1986) POSITION- 43 40 53.03   (N) 093 18 43.62   (W)   HD_HELD1
 OO0511* NAVD 88 ORTHO HEIGHT -   387.220 (meters)     1270.40  (feet) ADJUSTED
 OO0511  ______________________________________________________________________
 OO0511  GEOID HEIGHT    -        -29.138 (meters)                     GEOID18
 OO0511  DYNAMIC HEIGHT  -        387.130 (meters)     1270.11  (feet) COMP
 OO0511  MODELED GRAVITY -    980,375.7   (mgal)                       NAVD 88
 OO0511
 OO0511  VERT ORDER      -  SECOND    CLASS I
 OO0511
 OO0511.The horizontal coordinates were determined by differentially corrected
 OO0511.hand held GPS observations or other comparable positioning techniques
 OO0511.and have an estimated accuracy of +/- 3 meters.
 OO0511
 OO0511.The orthometric height was determined by differential leveling and
 OO0511.adjusted by the NATIONAL GEODETIC SURVEY
 OO0511.in May 2019.
 OO0511
 OO0511.Significant digits in the geoid height do not necessarily reflect accuracy.
 OO0511.GEOID18 height accuracy estimate available here.
 OO0511
 OO0511.Click photographs - Photos may exist for this station.
 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     -   175,946.1     855,467.5     MT  (+/- 3 meters HH1 GPS) 
 OO0511
 OO0511_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVJ7484236534(NAD 83)
 OO0511
 OO0511                          SUPERSEDED SURVEY CONTROL
 OO0511
 OO0511  NAVD 88 (06/15/91)  387.220  (m)         1270.40   (f) SUPERSEDED  2 0
 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
 OO0511.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OO0511.See file dsdata.pdf to determine how the superseded data were derived.
 OO0511
 OO0511_MARKER: DB = BENCH MARK DISK
 OO0511_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OO0511_STAMPING: 2482-A 1969
 OO0511_MARK LOGO: MNHD
 OO0511_PROJECTION: PROJECTING 3 CENTIMETERS
 OO0511_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 OO0511_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OO0511+STABILITY: SURFACE MOTION
 OO0511_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 OO0511+SATELLITE: SATELLITE OBSERVATIONS - October 22, 2016
 OO0511
 OO0511  HISTORY     - Date     Condition        Report By
 OO0511  HISTORY     - 19690401 MONUMENTED       MNHD
 OO0511  HISTORY     - 1971     GOOD             MNDT
 OO0511  HISTORY     - 20161022 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.
 OO0511
 OO0511                          STATION RECOVERY (2016)
 OO0511
 OO0511'RECOVERY NOTE BY MN DEPT OF TRANSP 2016 (BAB)
 OO0511'THE MARK IS LOCATED ABOUT 3.5 MI (5.6 KM) NORTHEAST OF ALBERT LEA.
 OO0511'
 OO0511'TO REACH THE MARK GO 0.5 MI (0.8 KM) EAST ALONG INTERSTATE HIGHWAY 90
 OO0511'FROM THE JUNCTION OF INTERSTATE HIGHWAY 90 AND INTERSTATE HIGHWAY 35
 OO0511'(JUNCTION IS 3.0 MI (4.8 KM) NORTHEAST OF ALBERT LEA), AT INTERSTATE
 OO0511'HIGHWAY 90 MILE POINT 160.15.
 OO0511'
 OO0511'THE MARK IS LOCATED 84.8 FT (25.8 M) SOUTH OF EASTBOUND INTERSTATE
 OO0511'HIGHWAY 90 FOG LINE, AT NORTHEAST CORNER OF TREE GROVE, 1.2 FT (0.4 M)
 OO0511'WEST OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 OO0510 ***********************************************************************
 OO0510  DESIGNATION -  2482 B
 OO0510  PID         -  OO0510
 OO0510  STATE/COUNTY-  MN/FREEBORN
 OO0510  COUNTRY     -  US
 OO0510  USGS QUAD   -  ALBERT LEA EAST (2019)
 OO0510
 OO0510                         *CURRENT SURVEY CONTROL
 OO0510  ______________________________________________________________________
 OO0510* NAD 83(2011) POSITION- 43 40 31.59560(N) 093 17 31.37990(W)   ADJUSTED
 OO0510* NAD 83(2011) ELLIP HT-   357.016 (meters)        (06/27/12)   ADJUSTED
 OO0510* NAD 83(2011) EPOCH   -  2010.00
 OO0510* NAVD 88 ORTHO HEIGHT -   386.155 (meters)     1266.91  (feet) ADJUSTED
 OO0510  ______________________________________________________________________
 OO0510  GEOID HEIGHT    -        -29.097 (meters)                     GEOID18
 OO0510  NAD 83(2011) X  -   -265,346.661 (meters)                     COMP
 OO0510  NAD 83(2011) Y  - -4,613,086.061 (meters)                     COMP
 OO0510  NAD 83(2011) Z  -  4,382,327.089 (meters)                     COMP
 OO0510  LAPLACE CORR    -          5.44  (seconds)                    DEFLEC18
 OO0510  DYNAMIC HEIGHT  -        386.067 (meters)     1266.62  (feet) COMP
 OO0510  MODELED GRAVITY -    980,378.0   (mgal)                       NAVD 88
 OO0510
 OO0510  VERT ORDER      -  SECOND    CLASS I
 OO0510
 OO0510  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 OO0510  Standards:
 OO0510         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 OO0510            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 OO0510  -------------------------------------------------------------------
 OO0510  NETWORK    0.91   1.14           0.42   0.31   0.58      0.02890928
 OO0510  -------------------------------------------------------------------
 OO0510  Click here for local accuracies and other accuracy information.
 OO0510
 OO0510.The horizontal coordinates were established by GPS observations
 OO0510.and adjusted by the National Geodetic Survey in June 2012.
 OO0510
 OO0510.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 OO0510.been affixed to the stable North American tectonic plate. See 
 OO0510.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 OO0510
 OO0510.The horizontal coordinates are valid at the epoch date displayed above
 OO0510.which is a decimal equivalence of Year/Month/Day.
 OO0510
 OO0510.The orthometric height was determined by differential leveling and
 OO0510.adjusted by the NATIONAL GEODETIC SURVEY
 OO0510.in May 2019.
 OO0510
 OO0510.Significant digits in the geoid height do not necessarily reflect accuracy.
 OO0510.GEOID18 height accuracy estimate available here.
 OO0510
 OO0510.Click photographs - Photos may exist for this station.
 OO0510
 OO0510.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 OO0510
 OO0510.The Laplace correction was computed from DEFLEC18 derived deflections.
 OO0510
 OO0510.The ellipsoidal height was determined by GPS observations
 OO0510.and is referenced to NAD 83.
 OO0510
 OO0510.The dynamic height is computed by dividing the NAVD 88
 OO0510.geopotential number by the normal gravity value computed on the
 OO0510.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OO0510.degrees latitude (g = 980.6199 gals.).
 OO0510
 OO0510.The modeled gravity was interpolated from observed gravity values.
 OO0510
 OO0510. The following values were computed from the NAD 83(2011) position.
 OO0510
 OO0510;                    North         East     Units Scale Factor Converg.
 OO0510;SPC MN S     -   175,298.410   857,091.310   MT  1.00002512   +0 29 46.4
 OO0510;SPC MN S     -   575,124.87  2,811,973.74   sFT  1.00002512   +0 29 46.4
 OO0510;UTM  15      - 4,835,867.496   476,457.888   MT  0.99960682   -0 12 06.1
 OO0510
 OO0510!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OO0510!SPC MN S     -   0.99994402  x   1.00002512  =   0.99996914
 OO0510!UTM  15      -   0.99994402  x   0.99960682  =   0.99955086
 OO0510
 OO0510:                Primary Azimuth Mark                     Grid Az
 OO0510:SPC MN S     -  2482 D                                   128 16 48.0
 OO0510:UTM  15      -  2482 D                                   128 58 40.5
 OO0510
 OO0510_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVJ7645735867(NAD 83)
 OO0510
 OO0510|---------------------------------------------------------------------|
 OO0510| PID    Reference Object                     Distance      Geod. Az  |
 OO0510|                                                           dddmmss.s |
 OO0510| OO0505 2482 D                              APPROX. 1.3 KM 1284634.4 |
 OO0510|---------------------------------------------------------------------|
 OO0510
 OO0510                          SUPERSEDED SURVEY CONTROL
 OO0510
 OO0510  NAD 83(2007)-  43 40 31.59566(N)    093 17 31.38071(W) AD(2002.00) 0
 OO0510  ELLIP H (02/10/07)  357.039  (m)                       GP(2002.00)    
 OO0510  NAD 83(1996)-  43 40 31.59490(N)    093 17 31.38000(W) AD(       ) 1
 OO0510  ELLIP H (02/05/03)  357.094  (m)                       GP(       ) 3 2
 OO0510  NAVD 88 (11/18/14)  386.18   (m)  GEOID12A model used  GPS OBS        
 OO0510  NAVD 88 (02/05/03)  386.1    (m)  GEOID99  model used  GPS OBS        
 OO0510  NAVD 88 (06/15/91)  386.098  (m)         1266.72   (f) SUPERSEDED  2 0
 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
 OO0510.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OO0510.See file dsdata.pdf to determine how the superseded data were derived.
 OO0510
 OO0510_MARKER: DB = BENCH MARK DISK
 OO0510_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 OO0510_STAMPING: 2482 B 1969
 OO0510_MARK LOGO: MNHD
 OO0510_PROJECTION: RECESSED 3 CENTIMETERS
 OO0510_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 OO0510_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OO0510_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OO0510+SATELLITE: SATELLITE OBSERVATIONS - June 30, 2016
 OO0510
 OO0510  HISTORY     - Date     Condition        Report By
 OO0510  HISTORY     - 1969     MONUMENTED       MNHD
 OO0510  HISTORY     - 1971     GOOD             MNDT
 OO0510  HISTORY     - 19961024 GOOD             MNDT
 OO0510  HISTORY     - 20140625 GOOD             MNDT
 OO0510  HISTORY     - 20160630 GOOD             MNDT
 OO0510
 OO0510                          STATION DESCRIPTION
 OO0510
 OO0510'DESCRIBED BY MN DEPT OF TRANSP 1971
 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, T103N, R21W.
 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'IT IS 2 MI (3.2 KM) NORTHEAST OF ALBERT LEA, 1.6 MI (2.6 KM) EAST
 OO0510'ALONG 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) NORTHEAST OF WB FAI 90, AT FAI STA 1246+00, 40
 OO0510'FT (12.2 M) WEST OF MANHOLE, 1.8 FT (0.5 M) SOUTHWEST OF R/W FENCE,
 OO0510'1.5 FT (0.5 M) SOUTHEAST OF WIT POST, RECESSED 1 IN, MAGNETIC AND
 OO0510'SUITABLE FOR GPS.
 OO0510
 OO0510                          STATION RECOVERY (2014)
 OO0510
 OO0510'RECOVERY NOTE BY MN DEPT OF TRANSP 2014 (AXD)
 OO0510'RECOVERED AS DESCRIBED.
 OO0510
 OO0510                          STATION RECOVERY (2016)
 OO0510
 OO0510'RECOVERY NOTE BY MN DEPT OF TRANSP 2016 (MAS)
 OO0510'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 OO0509 ***********************************************************************
 OO0509  DESIGNATION -  2482 C
 OO0509  PID         -  OO0509
 OO0509  STATE/COUNTY-  MN/FREEBORN
 OO0509  COUNTRY     -  US
 OO0509  USGS QUAD   -  ALBERT LEA EAST (2019)
 OO0509
 OO0509                         *CURRENT SURVEY CONTROL
 OO0509  ______________________________________________________________________
 OO0509* NAD 83(1986) POSITION- 43 40 22.     (N) 093 17 19.     (W)   SCALED
 OO0509* NAVD 88 ORTHO HEIGHT -   388.456 (meters)     1274.46  (feet) ADJUSTED
 OO0509  ______________________________________________________________________
 OO0509  GEOID HEIGHT    -        -29.092 (meters)                     GEOID18
 OO0509  DYNAMIC HEIGHT  -        388.367 (meters)     1274.17  (feet) COMP
 OO0509  MODELED GRAVITY -    980,378.6   (mgal)                       NAVD 88
 OO0509
 OO0509  VERT ORDER      -  SECOND    CLASS 0
 OO0509
 OO0509.The horizontal coordinates were scaled from a map and have
 OO0509.an estimated accuracy of +/- 6 seconds.
 OO0509
 OO0509.The orthometric height was determined by differential leveling and
 OO0509.adjusted by the NATIONAL GEODETIC SURVEY
 OO0509.in June 1991.
 OO0509
 OO0509.Significant digits in the geoid height do not necessarily reflect accuracy.
 OO0509.GEOID18 height accuracy estimate available here.
 OO0509
 OO0509.Click photographs - Photos may exist for this station.
 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     -   175,010.      857,370.      MT  (+/- 180 meters Scaled)
 OO0509
 OO0509_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVJ767355(NAD 83)
 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
 OO0509.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OO0509.See file dsdata.pdf to determine how the superseded data were derived.
 OO0509
 OO0509_MARKER: DB = BENCH MARK DISK
 OO0509_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 OO0509_SP_SET: BRIDGE ABUTMENT
 OO0509_STAMPING: 2482 C 1968
 OO0509_MARK LOGO: MNHD
 OO0509_MAGNETIC: N = NO MAGNETIC MATERIAL
 OO0509_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OO0509_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 OO0509+SATELLITE: SATELLITE OBSERVATIONS - July 05, 2016
 OO0509
 OO0509  HISTORY     - Date     Condition        Report By
 OO0509  HISTORY     - 19690401 MONUMENTED       MNHD
 OO0509  HISTORY     - 1969     GOOD             MNDT
 OO0509  HISTORY     - 1971     MARK NOT FOUND   NGS
 OO0509  HISTORY     - 20160705 GOOD             MNDT
 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.
 OO0509
 OO0509                          STATION RECOVERY (2016)
 OO0509
 OO0509'RECOVERY NOTE BY MN DEPT OF TRANSP 2016 (MAS)
 OO0509'THE MARK IS LOCATED ABOUT 4.3 MI (6.9 KM) NORTHEAST OF ALBERT LEA, 1.6
 OO0509'MI (2.6 KM) EAST ON INTERSTATE HIGHWAY 90  FROM THE JUNCTION OF
 OO0509'INTERSTATE HIGHWAY 90 AND INTERSTATE HIGHWAY 35 (THE JUNCTION IS 3.0
 OO0509'MI (4.8 KM) NORTHEAST OF ALBERT LEA), 18.5 FT (5.6 M) EAST OF COUNTY
 OO0509'ROAD 92, IN SOUTHEAST CORNER OF COUNTY ROAD 92 BRIDGE 24847 OVER
 OO0509'INTERSTATE HIGHWAY 90.  THIS MARK CONFUSED WITH 2482 C1, ELEVATION
 OO0509'SHOULD BE USED WITH CAUTION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 OO0505 ***********************************************************************
 OO0505  DESIGNATION -  2482 D
 OO0505  PID         -  OO0505
 OO0505  STATE/COUNTY-  MN/FREEBORN
 OO0505  COUNTRY     -  US
 OO0505  USGS QUAD   -  ALBERT LEA EAST (2019)
 OO0505
 OO0505                         *CURRENT SURVEY CONTROL
 OO0505  ______________________________________________________________________
 OO0505* NAD 83(2011) POSITION- 43 40 04.92304(N) 093 16 45.64511(W)   ADJUSTED
 OO0505* NAD 83(2011) ELLIP HT-   351.526 (meters)        (06/27/12)   ADJUSTED
 OO0505* NAD 83(2011) EPOCH   -  2010.00
 OO0505* NAVD 88 ORTHO HEIGHT -   380.599 (meters)     1248.68  (feet) ADJUSTED
 OO0505  ______________________________________________________________________
 OO0505  GEOID HEIGHT    -        -29.074 (meters)                     GEOID18
 OO0505  NAD 83(2011) X  -   -264,356.093 (meters)                     COMP
 OO0505  NAD 83(2011) Y  - -4,613,708.352 (meters)                     COMP
 OO0505  NAD 83(2011) Z  -  4,381,727.847 (meters)                     COMP
 OO0505  LAPLACE CORR    -          5.63  (seconds)                    DEFLEC18
 OO0505  DYNAMIC HEIGHT  -        380.512 (meters)     1248.40  (feet) COMP
 OO0505  MODELED GRAVITY -    980,380.3   (mgal)                       NAVD 88
 OO0505
 OO0505  VERT ORDER      -  SECOND    CLASS I
 OO0505
 OO0505  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 OO0505  Standards:
 OO0505         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 OO0505            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 OO0505  -------------------------------------------------------------------
 OO0505  NETWORK    1.30   0.94           0.53   0.53   0.48     -0.01113619
 OO0505  -------------------------------------------------------------------
 OO0505  Click here for local accuracies and other accuracy information.
 OO0505
 OO0505.The horizontal coordinates were established by GPS observations
 OO0505.and adjusted by the National Geodetic Survey in June 2012.
 OO0505
 OO0505.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 OO0505.been affixed to the stable North American tectonic plate. See 
 OO0505.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 OO0505
 OO0505.The horizontal coordinates are valid at the epoch date displayed above
 OO0505.which is a decimal equivalence of Year/Month/Day.
 OO0505
 OO0505.The orthometric height was determined by differential leveling and
 OO0505.adjusted by the NATIONAL GEODETIC SURVEY
 OO0505.in May 2019.
 OO0505
 OO0505.Significant digits in the geoid height do not necessarily reflect accuracy.
 OO0505.GEOID18 height accuracy estimate available here.
 OO0505
 OO0505.Click photographs - Photos may exist for this station.
 OO0505
 OO0505.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 OO0505
 OO0505.The Laplace correction was computed from DEFLEC18 derived deflections.
 OO0505
 OO0505.The ellipsoidal height was determined by GPS observations
 OO0505.and is referenced to NAD 83.
 OO0505
 OO0505.The dynamic height is computed by dividing the NAVD 88
 OO0505.geopotential number by the normal gravity value computed on the
 OO0505.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OO0505.degrees latitude (g = 980.6199 gals.).
 OO0505
 OO0505.The modeled gravity was interpolated from observed gravity values.
 OO0505
 OO0505. The following values were computed from the NAD 83(2011) position.
 OO0505
 OO0505;                    North         East     Units Scale Factor Converg.
 OO0505;SPC MN S     -   174,484.185   858,123.040   MT  1.00002698   +0 30 18.5
 OO0505;SPC MN S     -   572,453.53  2,815,358.67   sFT  1.00002698   +0 30 18.5
 OO0505;UTM  15      - 4,835,041.111   477,479.194   MT  0.99960624   -0 11 34.4
 OO0505
 OO0505!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OO0505!SPC MN S     -   0.99994488  x   1.00002698  =   0.99997186
 OO0505!UTM  15      -   0.99994488  x   0.99960624  =   0.99955114
 OO0505
 OO0505:                Primary Azimuth Mark                     Grid Az
 OO0505:SPC MN S     -  2482 E                                   104 56 43.4
 OO0505:UTM  15      -  2482 E                                   105 38 36.3
 OO0505
 OO0505_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVJ7747935041(NAD 83)
 OO0505
 OO0505|---------------------------------------------------------------------|
 OO0505| PID    Reference Object                     Distance      Geod. Az  |
 OO0505|                                                           dddmmss.s |
 OO0505| OO0504 2482 E                              APPROX. 1.3 KM 1052701.9 |
 OO0505|---------------------------------------------------------------------|
 OO0505
 OO0505                          SUPERSEDED SURVEY CONTROL
 OO0505
 OO0505  NAD 83(2007)-  43 40 04.92310(N)    093 16 45.64587(W) AD(2002.00) 0
 OO0505  ELLIP H (02/10/07)  351.550  (m)                       GP(2002.00)    
 OO0505  NAD 83(1996)-  43 40 04.92234(N)    093 16 45.64523(W) AD(       ) 1
 OO0505  ELLIP H (02/05/03)  351.602  (m)                       GP(       ) 3 2
 OO0505  NAVD 88 (02/05/03)  380.6    (m)  GEOID99  model used  GPS OBS        
 OO0505  NAVD 88 (06/15/91)  380.655  (m)         1248.87   (f) SUPERSEDED  2 0
 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
 OO0505.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OO0505.See file dsdata.pdf to determine how the superseded data were derived.
 OO0505
 OO0505_MARKER: DB = BENCH MARK DISK
 OO0505_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 OO0505_STAMPING: 2482 D 1969
 OO0505_MARK LOGO: MNHD
 OO0505_PROJECTION: FLUSH
 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 - December 01, 2020
 OO0505
 OO0505  HISTORY     - Date     Condition        Report By
 OO0505  HISTORY     - 1969     MONUMENTED       MNHD
 OO0505  HISTORY     - 19961024 GOOD             MNDT
 OO0505  HISTORY     - 20160630 GOOD             MNDT
 OO0505  HISTORY     - 20201201 GOOD             MNDT
 OO0505
 OO0505                          STATION DESCRIPTION
 OO0505
 OO0505'DESCRIBED BY MN HIGHWAY DEPT 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, T102N, R20W.
 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'IT IS 1.6 MI (2.6 KM) NORTHWEST 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 FAI
 OO0505'MP 162.0, 100 FT (30.5 M) WEST OF DEAD END RD, 98 FT (29.9 M)
 OO0505'SOUTHWEST OF EB FAI 90 AT STA 1289+00, 50.6 FT (15.4 M)
 OO0505'SOUTH-SOUTHWEST OF FAI 90 MILEPOST 162, FLUSH, MAGNETIC AND SUITABLE
 OO0505'FOR GPS.
 OO0505
 OO0505                          STATION RECOVERY (2016)
 OO0505
 OO0505'RECOVERY NOTE BY MN DEPT OF TRANSP 2016 (MAS)
 OO0505'RECOVERED AS DESCRIBED.
 OO0505
 OO0505                          STATION RECOVERY (2020)
 OO0505
 OO0505'RECOVERY NOTE BY MN DEPT OF TRANSP 2020 (KMS)
 OO0505'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 OO0504 ***********************************************************************
 OO0504  DESIGNATION -  2482 E
 OO0504  PID         -  OO0504
 OO0504  STATE/COUNTY-  MN/FREEBORN
 OO0504  COUNTRY     -  US
 OO0504  USGS QUAD   -  ALBERT LEA EAST (2019)
 OO0504
 OO0504                         *CURRENT SURVEY CONTROL
 OO0504  ______________________________________________________________________
 OO0504* NAD 83(2011) POSITION- 43 39 53.66288(N) 093 15 49.54475(W)   ADJUSTED
 OO0504* NAD 83(2011) ELLIP HT-   352.297 (meters)        (06/27/12)   ADJUSTED
 OO0504* NAD 83(2011) EPOCH   -  2010.00
 OO0504* NAVD 88 ORTHO HEIGHT -   381.340 (meters)     1251.11  (feet) ADJUSTED
 OO0504  ______________________________________________________________________
 OO0504  GEOID HEIGHT    -        -29.037 (meters)                     GEOID18
 OO0504  NAD 83(2011) X  -   -263,114.930 (meters)                     COMP
 OO0504  NAD 83(2011) Y  - -4,614,020.210 (meters)                     COMP
 OO0504  NAD 83(2011) Z  -  4,381,476.980 (meters)                     COMP
 OO0504  LAPLACE CORR    -          5.89  (seconds)                    DEFLEC18
 OO0504  DYNAMIC HEIGHT  -        381.253 (meters)     1250.83  (feet) COMP
 OO0504  MODELED GRAVITY -    980,382.3   (mgal)                       NAVD 88
 OO0504
 OO0504  VERT ORDER      -  SECOND    CLASS I
 OO0504
 OO0504  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 OO0504  Standards:
 OO0504         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 OO0504            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 OO0504  -------------------------------------------------------------------
 OO0504  NETWORK    1.31   0.94           0.54   0.53   0.48     -0.01085207
 OO0504  -------------------------------------------------------------------
 OO0504  Click here for local accuracies and other accuracy information.
 OO0504
 OO0504.The horizontal coordinates were established by GPS observations
 OO0504.and adjusted by the National Geodetic Survey in June 2012.
 OO0504
 OO0504.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 OO0504.been affixed to the stable North American tectonic plate. See 
 OO0504.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 OO0504
 OO0504.The horizontal coordinates are valid at the epoch date displayed above
 OO0504.which is a decimal equivalence of Year/Month/Day.
 OO0504
 OO0504.The orthometric height was determined by differential leveling and
 OO0504.adjusted by the NATIONAL GEODETIC SURVEY
 OO0504.in May 2019.
 OO0504
 OO0504.Significant digits in the geoid height do not necessarily reflect accuracy.
 OO0504.GEOID18 height accuracy estimate available here.
 OO0504
 OO0504.Click photographs - Photos may exist for this station.
 OO0504
 OO0504.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 OO0504
 OO0504.The Laplace correction was computed from DEFLEC18 derived deflections.
 OO0504
 OO0504.The ellipsoidal height was determined by GPS observations
 OO0504.and is referenced to NAD 83.
 OO0504
 OO0504.The dynamic height is computed by dividing the NAVD 88
 OO0504.geopotential number by the normal gravity value computed on the
 OO0504.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OO0504.degrees latitude (g = 980.6199 gals.).
 OO0504
 OO0504.The modeled gravity was interpolated from observed gravity values.
 OO0504
 OO0504. The following values were computed from the NAD 83(2011) position.
 OO0504
 OO0504;                    North         East     Units Scale Factor Converg.
 OO0504;SPC MN S     -   174,147.871   859,382.990   MT  1.00002776   +0 30 57.8
 OO0504;SPC MN S     -   571,350.14  2,819,492.36   sFT  1.00002776   +0 30 57.8
 OO0504;UTM  15      - 4,834,689.619   478,734.424   MT  0.99960556   -0 10 55.6
 OO0504
 OO0504!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OO0504!SPC MN S     -   0.99994476  x   1.00002776  =   0.99997252
 OO0504!UTM  15      -   0.99994476  x   0.99960556  =   0.99955034
 OO0504
 OO0504:                Primary Azimuth Mark                     Grid Az
 OO0504:SPC MN S     -  2482 D                                   284 56 42.8
 OO0504:UTM  15      -  2482 D                                   285 38 36.2
 OO0504
 OO0504_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVJ7873434689(NAD 83)
 OO0504
 OO0504|---------------------------------------------------------------------|
 OO0504| PID    Reference Object                     Distance      Geod. Az  |
 OO0504|                                                           dddmmss.s |
 OO0504| OO0505 2482 D                              APPROX. 1.3 KM 2852740.6 |
 OO0504|---------------------------------------------------------------------|
 OO0504
 OO0504                          SUPERSEDED SURVEY CONTROL
 OO0504
 OO0504  NAD 83(2007)-  43 39 53.66294(N)    093 15 49.54551(W) AD(2002.00) 0
 OO0504  ELLIP H (02/10/07)  352.322  (m)                       GP(2002.00)    
 OO0504  NAD 83(1996)-  43 39 53.66218(N)    093 15 49.54486(W) AD(       ) 1
 OO0504  ELLIP H (02/05/03)  352.374  (m)                       GP(       ) 3 2
 OO0504  NAVD 88             381.35   (m)         1251.1    (f) LEVELING    3  
 OO0504  NAVD 88 (06/15/91)  381.348  (m)         1251.14   (f) SUPERSEDED  1 2
 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
 OO0504.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OO0504.See file dsdata.pdf to determine how the superseded data were derived.
 OO0504
 OO0504_MARKER: DB = BENCH MARK DISK
 OO0504_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 OO0504_STAMPING: 2482 E 1969
 OO0504_MARK LOGO: MNHD
 OO0504_PROJECTION: PROJECTING 3 CENTIMETERS
 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 - December 01, 2020
 OO0504
 OO0504  HISTORY     - Date     Condition        Report By
 OO0504  HISTORY     - 1969     MONUMENTED       MNHD
 OO0504  HISTORY     - 19900907 GOOD             NGS
 OO0504  HISTORY     - 19961024 GOOD             MNDT
 OO0504  HISTORY     - 20160630 GOOD             MNDT
 OO0504  HISTORY     - 20201201 GOOD             MNDT
 OO0504
 OO0504                          STATION DESCRIPTION
 OO0504
 OO0504'DESCRIBED BY MN HIGHWAY DEPT 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, T102N, R20W.
 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.
 OO0504
 OO0504                          STATION RECOVERY (2016)
 OO0504
 OO0504'RECOVERY NOTE BY MN DEPT OF TRANSP 2016 (MAS)
 OO0504'RECOVERED AS DESCRIBED.
 OO0504
 OO0504                          STATION RECOVERY (2020)
 OO0504
 OO0504'RECOVERY NOTE BY MN DEPT OF TRANSP 2020 (KMS)
 OO0504'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 OO0503 ***********************************************************************
 OO0503  DESIGNATION -  2482 F
 OO0503  PID         -  OO0503
 OO0503  STATE/COUNTY-  MN/FREEBORN
 OO0503  COUNTRY     -  US
 OO0503  USGS QUAD   -  HAYWARD (2019)
 OO0503
 OO0503                         *CURRENT SURVEY CONTROL
 OO0503  ______________________________________________________________________
 OO0503* NAD 83(1986) POSITION- 43 39 54.47   (N) 093 14 55.57   (W)   HD_HELD1
 OO0503* NAVD 88 ORTHO HEIGHT -   387.601 (meters)     1271.65  (feet) ADJUSTED
 OO0503  ______________________________________________________________________
 OO0503  GEOID HEIGHT    -        -29.000 (meters)                     GEOID18
 OO0503  DYNAMIC HEIGHT  -        387.515 (meters)     1271.37  (feet) COMP
 OO0503  MODELED GRAVITY -    980,385.8   (mgal)                       NAVD 88
 OO0503
 OO0503  VERT ORDER      -  SECOND    CLASS I
 OO0503
 OO0503.The horizontal coordinates were determined by differentially corrected
 OO0503.hand held GPS observations or other comparable positioning techniques
 OO0503.and have an estimated accuracy of +/- 3 meters.
 OO0503
 OO0503.The orthometric height was determined by differential leveling and
 OO0503.adjusted by the NATIONAL GEODETIC SURVEY
 OO0503.in May 2019.
 OO0503
 OO0503.Significant digits in the geoid height do not necessarily reflect accuracy.
 OO0503.GEOID18 height accuracy estimate available here.
 OO0503
 OO0503.Click photographs - Photos may exist for this station.
 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     -   174,183.8     860,592.0     MT  (+/- 3 meters HH1 GPS) 
 OO0503
 OO0503_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVJ7994334710(NAD 83)
 OO0503
 OO0503                          SUPERSEDED SURVEY CONTROL
 OO0503
 OO0503  NAVD 88 (06/15/91)  387.608  (m)         1271.68   (f) SUPERSEDED  1 2
 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
 OO0503.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OO0503.See file dsdata.pdf to determine how the superseded data were derived.
 OO0503
 OO0503_MARKER: DB = BENCH MARK 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: MNHD
 OO0503_MAGNETIC: N = NO MAGNETIC MATERIAL
 OO0503_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OO0503_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 OO0503+SATELLITE: SATELLITE OBSERVATIONS - June 30, 2016
 OO0503
 OO0503  HISTORY     - Date     Condition        Report By
 OO0503  HISTORY     - 1969     MONUMENTED       MNHD
 OO0503  HISTORY     - 19900907 GOOD             NGS
 OO0503  HISTORY     - 20160630 GOOD             MNDT
 OO0503
 OO0503                          STATION DESCRIPTION
 OO0503
 OO0503'DESCRIBED BY MN HIGHWAY DEPT 1969
 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, T102N, R20W.
 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.
 OO0503
 OO0503                          STATION RECOVERY (2016)
 OO0503
 OO0503'RECOVERY NOTE BY MN DEPT OF TRANSP 2016 (MAS)
 OO0503'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 OO0502 ***********************************************************************
 OO0502  DESIGNATION -  2482 G
 OO0502  PID         -  OO0502
 OO0502  STATE/COUNTY-  MN/FREEBORN
 OO0502  COUNTRY     -  US
 OO0502  USGS QUAD   -  HAYWARD (2019)
 OO0502
 OO0502                         *CURRENT SURVEY CONTROL
 OO0502  ______________________________________________________________________
 OO0502* NAD 83(2011) POSITION- 43 39 54.06638(N) 093 13 43.73107(W)   ADJUSTED
 OO0502* NAD 83(2011) ELLIP HT-   357.255 (meters)        (06/27/12)   ADJUSTED
 OO0502* NAD 83(2011) EPOCH   -  2010.00
 OO0502* NAVD 88 ORTHO HEIGHT -   386.206 (meters)     1267.08  (feet) ADJUSTED
 OO0502  ______________________________________________________________________
 OO0502  GEOID HEIGHT    -        -28.949 (meters)                     GEOID18
 OO0502  NAD 83(2011) X  -   -260,300.222 (meters)                     COMP
 OO0502  NAD 83(2011) Y  - -4,614,174.837 (meters)                     COMP
 OO0502  NAD 83(2011) Z  -  4,381,489.412 (meters)                     COMP
 OO0502  LAPLACE CORR    -          5.85  (seconds)                    DEFLEC18
 OO0502  DYNAMIC HEIGHT  -        386.122 (meters)     1266.80  (feet) COMP
 OO0502  MODELED GRAVITY -    980,391.3   (mgal)                       NAVD 88
 OO0502
 OO0502  VERT ORDER      -  SECOND    CLASS I
 OO0502
 OO0502  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 OO0502  Standards:
 OO0502         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 OO0502            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 OO0502  -------------------------------------------------------------------
 OO0502  NETWORK    1.35   1.06           0.59   0.51   0.54     -0.06039509
 OO0502  -------------------------------------------------------------------
 OO0502  Click here for local accuracies and other accuracy information.
 OO0502
 OO0502.The horizontal coordinates were established by GPS observations
 OO0502.and adjusted by the National Geodetic Survey in June 2012.
 OO0502
 OO0502.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 OO0502.been affixed to the stable North American tectonic plate. See 
 OO0502.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 OO0502
 OO0502.The horizontal coordinates are valid at the epoch date displayed above
 OO0502.which is a decimal equivalence of Year/Month/Day.
 OO0502
 OO0502.The orthometric height was determined by differential leveling and
 OO0502.adjusted by the NATIONAL GEODETIC SURVEY
 OO0502.in May 2019.
 OO0502
 OO0502.Significant digits in the geoid height do not necessarily reflect accuracy.
 OO0502.GEOID18 height accuracy estimate available here.
 OO0502
 OO0502.Click photographs - Photos may exist for this station.
 OO0502
 OO0502.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 OO0502
 OO0502.The Laplace correction was computed from DEFLEC18 derived deflections.
 OO0502
 OO0502.The ellipsoidal height was determined by GPS observations
 OO0502.and is referenced to NAD 83.
 OO0502
 OO0502.The dynamic height is computed by dividing the NAVD 88
 OO0502.geopotential number by the normal gravity value computed on the
 OO0502.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OO0502.degrees latitude (g = 980.6199 gals.).
 OO0502
 OO0502.The modeled gravity was interpolated from observed gravity values.
 OO0502
 OO0502. The following values were computed from the NAD 83(2011) position.
 OO0502
 OO0502;                    North         East     Units Scale Factor Converg.
 OO0502;SPC MN S     -   174,186.315   862,201.624   MT  1.00002773   +0 32 26.0
 OO0502;SPC MN S     -   571,476.27  2,828,739.83   sFT  1.00002773   +0 32 26.0
 OO0502;UTM  15      - 4,834,693.705   481,552.125   MT  0.99960419   -0 09 28.7
 OO0502
 OO0502!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OO0502!SPC MN S     -   0.99994398  x   1.00002773  =   0.99997171
 OO0502!UTM  15      -   0.99994398  x   0.99960419  =   0.99954819
 OO0502
 OO0502_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVJ8155234693(NAD 83)
 OO0502
 OO0502                          SUPERSEDED SURVEY CONTROL
 OO0502
 OO0502  NAD 83(2007)-  43 39 54.06646(N)    093 13 43.73172(W) AD(2002.00) 0
 OO0502  ELLIP H (02/10/07)  357.282  (m)                       GP(2002.00)    
 OO0502  NAD 83(1996)-  43 39 54.06572(N)    093 13 43.73118(W) AD(       ) 1
 OO0502  ELLIP H (02/05/03)  357.329  (m)                       GP(       ) 3 2
 OO0502  NAVD 88 (02/05/03)  386.2    (m)  GEOID99  model used  GPS OBS        
 OO0502  NAVD 88 (06/15/91)  386.271  (m)         1267.29   (f) SUPERSEDED  1 2
 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
 OO0502.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OO0502.See file dsdata.pdf to determine how the superseded data were derived.
 OO0502
 OO0502_MARKER: DB = BENCH MARK DISK
 OO0502_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 OO0502_STAMPING: 2482 G 1969
 OO0502_MARK LOGO: MNHD
 OO0502_PROJECTION: FLUSH
 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 - June 30, 2016
 OO0502
 OO0502  HISTORY     - Date     Condition        Report By
 OO0502  HISTORY     - 1969     MONUMENTED       MNHD
 OO0502  HISTORY     - 19900907 GOOD             NGS
 OO0502  HISTORY     - 19961024 GOOD             MNDT
 OO0502  HISTORY     - 20160630 GOOD             MNDT
 OO0502
 OO0502                          STATION DESCRIPTION
 OO0502
 OO0502'DESCRIBED BY MN HIGHWAY DEPT 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, T102N,
 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.
 OO0502
 OO0502                          STATION RECOVERY (2016)
 OO0502
 OO0502'RECOVERY NOTE BY MN DEPT OF TRANSP 2016 (KMS)
 OO0502'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 OO0497 ***********************************************************************
 OO0497  DESIGNATION -  2482 H
 OO0497  PID         -  OO0497
 OO0497  STATE/COUNTY-  MN/FREEBORN
 OO0497  COUNTRY     -  US
 OO0497  USGS QUAD   -  HAYWARD (2019)
 OO0497
 OO0497                         *CURRENT SURVEY CONTROL
 OO0497  ______________________________________________________________________
 OO0497* NAD 83(1986) POSITION- 43 39 40.19   (N) 093 11 52.73   (W)   HD_HELD1
 OO0497* NAVD 88 ORTHO HEIGHT -   390.278 (meters)     1280.44  (feet) ADJUSTED
 OO0497  ______________________________________________________________________
 OO0497  GEOID HEIGHT    -        -28.876 (meters)                     GEOID18
 OO0497  DYNAMIC HEIGHT  -        390.197 (meters)     1280.17  (feet) COMP
 OO0497  MODELED GRAVITY -    980,399.9   (mgal)                       NAVD 88
 OO0497
 OO0497  VERT ORDER      -  FIRST     CLASS II
 OO0497
 OO0497.The horizontal coordinates were determined by differentially corrected
 OO0497.hand held GPS observations or other comparable positioning techniques
 OO0497.and have an estimated accuracy of +/- 3 meters.
 OO0497
 OO0497.The orthometric height was determined by differential leveling and
 OO0497.adjusted by the NATIONAL GEODETIC SURVEY
 OO0497.in June 1991.
 OO0497
 OO0497.Significant digits in the geoid height do not necessarily reflect accuracy.
 OO0497.GEOID18 height accuracy estimate available here.
 OO0497
 OO0497.Click photographs - Photos may exist for this station.
 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     -   173,782.0     864,692.7     MT  (+/- 3 meters HH1 GPS) 
 OO0497
 OO0497_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVJ8403734259(NAD 83)
 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
 OO0497.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OO0497.See file dsdata.pdf to determine how the superseded data were derived.
 OO0497
 OO0497_MARKER: DB = BENCH MARK 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: MNHD
 OO0497_MAGNETIC: N = NO MAGNETIC MATERIAL
 OO0497_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OO0497_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 OO0497+SATELLITE: SATELLITE OBSERVATIONS - June 30, 2016
 OO0497
 OO0497  HISTORY     - Date     Condition        Report By
 OO0497  HISTORY     - 19690401 MONUMENTED       MNHD
 OO0497  HISTORY     - 19900907 GOOD             NGS
 OO0497  HISTORY     - 20160630 GOOD             MNDT
 OO0497
 OO0497                          STATION DESCRIPTION
 OO0497
 OO0497'DESCRIBED BY MN HIGHWAY DEPT 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.
 OO0497
 OO0497                          STATION RECOVERY (2016)
 OO0497
 OO0497'RECOVERY NOTE BY MN DEPT OF TRANSP 2016 (KMS)
 OO0497'THE MARK IS LOCATED ABOUT 0.7 MI (1.1 KM) NORTHEAST OF PETRAN.
 OO0497'
 OO0497'TO REACH THE MARK GO 2.6 MI (4.2 KM) EAST ALONG INTERSTATE HIGHWAY 90
 OO0497'FROM THE JUNCTION OF INTERSTATE HIGHWAY 90 AND COUNTY ROAD 26
 OO0497'(JUNCTION IS 1.0 MI (1.6 KM) NORTH OF HAYWARD), IN SOUTHEAST CORNER OF
 OO0497'EASTBOUND INTERSTATE HIGHWAY 90 BRIDGE NUMBER 9728 OVER COUNTY ROAD 46
 OO0497'AND RAILROAD.
 OO0497'
 OO0497'THE MARK IS LOCATED 6.2 FT (1.9 M) NORTHEAST OF SOUTHWEST END OF
 OO0497'SOUTHEAST CONCRETE ABUTMENT, 83.7 FT (25.5 M) SOUTHEAST OF COUNTY ROAD
 OO0497'46, 18.7 FT (5.7 M) SOUTHWEST OF EASTBOUND INTERSTATE HIGHWAY 90.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 OO1565 ***********************************************************************
 OO1565  DESIGNATION -  2482 J
 OO1565  PID         -  OO1565
 OO1565  STATE/COUNTY-  MN/FREEBORN
 OO1565  COUNTRY     -  US
 OO1565  USGS QUAD   -  HAYWARD (2019)
 OO1565
 OO1565                         *CURRENT SURVEY CONTROL
 OO1565  ______________________________________________________________________
 OO1565* NAD 83(1986) POSITION- 43 39 34.49   (N) 093 10 08.45   (W)   HD_HELD1
 OO1565* NAVD 88 ORTHO HEIGHT -   388.393 (meters)     1274.25  (feet) ADJUSTED
 OO1565  ______________________________________________________________________
 OO1565  GEOID HEIGHT    -        -28.812 (meters)                     GEOID18
 OO1565  DYNAMIC HEIGHT  -        388.316 (meters)     1274.00  (feet) COMP
 OO1565  MODELED GRAVITY -    980,408.5   (mgal)                       NAVD 88
 OO1565
 OO1565  VERT ORDER      -  SECOND    CLASS I
 OO1565
 OO1565.The horizontal coordinates were determined by differentially corrected
 OO1565.hand held GPS observations or other comparable positioning techniques
 OO1565.and have an estimated accuracy of +/- 3 meters.
 OO1565
 OO1565.The orthometric height was determined by differential leveling and
 OO1565.adjusted by the NATIONAL GEODETIC SURVEY
 OO1565.in May 2019.
 OO1565
 OO1565.Significant digits in the geoid height do not necessarily reflect accuracy.
 OO1565.GEOID18 height accuracy estimate available here.
 OO1565
 OO1565.Click photographs - Photos may exist for this station.
 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     -   173,629.4     867,030.9     MT  (+/- 3 meters HH1 GPS) 
 OO1565
 OO1565_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVJ8637234078(NAD 83)
 OO1565
 OO1565                          SUPERSEDED SURVEY CONTROL
 OO1565
 OO1565  NAVD 88 (06/15/91)  388.392  (m)         1274.25   (f) SUPERSEDED  1 2
 OO1565
 OO1565.Superseded values are not recommended for survey control.
 OO1565
 OO1565.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OO1565.See file dsdata.pdf to determine how the superseded data were derived.
 OO1565
 OO1565_MARKER: DB = BENCH MARK 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: MNHD
 OO1565_MAGNETIC: N = NO MAGNETIC MATERIAL
 OO1565_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OO1565_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 OO1565+SATELLITE: SATELLITE OBSERVATIONS - June 30, 2016
 OO1565
 OO1565  HISTORY     - Date     Condition        Report By
 OO1565  HISTORY     - 1969     MONUMENTED       MNHD
 OO1565  HISTORY     - 19900907 GOOD             NGS
 OO1565  HISTORY     - 20160630 GOOD             MNDT
 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.
 OO1565
 OO1565                          STATION RECOVERY (2016)
 OO1565
 OO1565'RECOVERY NOTE BY MN DEPT OF TRANSP 2016 (KMS)
 OO1565'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 OO0495 ***********************************************************************
 OO0495  DESIGNATION -  2482 K
 OO0495  PID         -  OO0495
 OO0495  STATE/COUNTY-  MN/FREEBORN
 OO0495  COUNTRY     -  US
 OO0495  USGS QUAD   -  HAYWARD (2019)
 OO0495
 OO0495                         *CURRENT SURVEY CONTROL
 OO0495  ______________________________________________________________________
 OO0495* NAD 83(1986) POSITION- 43 39 33.59   (N) 093 07 45.14   (W)   HD_HELD1
 OO0495* NAVD 88 ORTHO HEIGHT -   384.212 (meters)     1260.54  (feet) ADJUSTED
 OO0495  ______________________________________________________________________
 OO0495  GEOID HEIGHT    -        -28.736 (meters)                     GEOID18
 OO0495  DYNAMIC HEIGHT  -        384.140 (meters)     1260.30  (feet) COMP
 OO0495  MODELED GRAVITY -    980,419.5   (mgal)                       NAVD 88
 OO0495
 OO0495  VERT ORDER      -  SECOND    CLASS I
 OO0495
 OO0495.The horizontal coordinates were determined by differentially corrected
 OO0495.hand held GPS observations or other comparable positioning techniques
 OO0495.and have an estimated accuracy of +/- 3 meters.
 OO0495
 OO0495.The orthometric height was determined by differential leveling and
 OO0495.adjusted by the NATIONAL GEODETIC SURVEY
 OO0495.in May 2019.
 OO0495
 OO0495.Significant digits in the geoid height do not necessarily reflect accuracy.
 OO0495.GEOID18 height accuracy estimate available here.
 OO0495
 OO0495.Click photographs - Photos may exist for this station.
 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     -   173,635.1     870,242.2     MT  (+/- 3 meters HH1 GPS) 
 OO0495
 OO0495_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVJ8958134044(NAD 83)
 OO0495
 OO0495                          SUPERSEDED SURVEY CONTROL
 OO0495
 OO0495  NAVD 88 (06/15/91)  384.213  (m)         1260.54   (f) SUPERSEDED  2 0
 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
 OO0495.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OO0495.See file dsdata.pdf to determine how the superseded data were derived.
 OO0495
 OO0495_MARKER: DB = BENCH MARK DISK
 OO0495_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 OO0495_STAMPING: 2482-K 1969
 OO0495_MARK LOGO: MNHD
 OO0495_PROJECTION: PROJECTING 5 CENTIMETERS
 OO0495_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 OO0495_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OO0495_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OO0495+SATELLITE: SATELLITE OBSERVATIONS - June 30, 2016
 OO0495
 OO0495  HISTORY     - Date     Condition        Report By
 OO0495  HISTORY     - 1967     MONUMENTED       MNHD
 OO0495  HISTORY     - 1975     GOOD             MNDT
 OO0495  HISTORY     - 20160630 GOOD             MNDT
 OO0495
 OO0495                          STATION DESCRIPTION
 OO0495
 OO0495'DESCRIBED BY MN HIGHWAY DEPT 1967
 OO0495'1.5 MI SW FROM OAKLAND.
 OO0495'MARK IS LOCATED IN THE SW 1/4, SECTION 4, T102N, R19W, 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.
 OO0495
 OO0495                          STATION RECOVERY (2016)
 OO0495
 OO0495'RECOVERY NOTE BY MN DEPT OF TRANSP 2016 (KMS)
 OO0495'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 OO0491 ***********************************************************************
 OO0491  DESIGNATION -  2482 L
 OO0491  PID         -  OO0491
 OO0491  STATE/COUNTY-  MN/FREEBORN
 OO0491  COUNTRY     -  US
 OO0491  USGS QUAD   -  AUSTIN WEST (2019)
 OO0491
 OO0491                         *CURRENT SURVEY CONTROL
 OO0491  ______________________________________________________________________
 OO0491* NAD 83(1986) POSITION- 43 39 30.73   (N) 093 05 20.79   (W)   HD_HELD1
 OO0491* NAVD 88 ORTHO HEIGHT -   385.894 (meters)     1266.05  (feet) ADJUSTED
 OO0491  ______________________________________________________________________
 OO0491  GEOID HEIGHT    -        -28.688 (meters)                     GEOID18
 OO0491  DYNAMIC HEIGHT  -        385.825 (meters)     1265.83  (feet) COMP
 OO0491  MODELED GRAVITY -    980,427.7   (mgal)                       NAVD 88
 OO0491
 OO0491  VERT ORDER      -  SECOND    CLASS I
 OO0491
 OO0491.The horizontal coordinates were determined by differentially corrected
 OO0491.hand held GPS observations or other comparable positioning techniques
 OO0491.and have an estimated accuracy of +/- 3 meters.
 OO0491
 OO0491.The orthometric height was determined by differential leveling and
 OO0491.adjusted by the NATIONAL GEODETIC SURVEY
 OO0491.in May 2019.
 OO0491
 OO0491.Significant digits in the geoid height do not necessarily reflect accuracy.
 OO0491.GEOID18 height accuracy estimate available here.
 OO0491
 OO0491.Click photographs - Photos may exist for this station.
 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     -   173,582.1     873,477.5     MT  (+/- 3 meters HH1 GPS) 
 OO0491
 OO0491_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVJ9281433952(NAD 83)
 OO0491
 OO0491                          SUPERSEDED SURVEY CONTROL
 OO0491
 OO0491  NAVD 88 (06/15/91)  385.893  (m)         1266.05   (f) SUPERSEDED  1 2
 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
 OO0491.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OO0491.See file dsdata.pdf to determine how the superseded data were derived.
 OO0491
 OO0491_MARKER: DB = BENCH MARK DISK
 OO0491_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 OO0491_SP_SET: BRIDGE ABUTMENT
 OO0491_STAMPING: 2482 L 1969
 OO0491_MARK LOGO: MNHD
 OO0491_MAGNETIC: N = NO MAGNETIC MATERIAL
 OO0491_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OO0491_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 OO0491+SATELLITE: SATELLITE OBSERVATIONS - August 02, 2016
 OO0491
 OO0491  HISTORY     - Date     Condition        Report By
 OO0491  HISTORY     - 19610401 MONUMENTED       MNHD
 OO0491  HISTORY     - 1967     GOOD             MNDT
 OO0491  HISTORY     - 19900907 GOOD             NGS
 OO0491  HISTORY     - 20100524 GOOD             MNDT
 OO0491  HISTORY     - 20160802 GOOD             MNDT
 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.
 OO0491
 OO0491                          STATION RECOVERY (2010)
 OO0491
 OO0491'RECOVERY NOTE BY MN DEPT OF TRANSP 2010 (BRE)
 OO0491'1.0 MI (1.6 KM) SOUTH OF OAKLAND, 3.7 MI (6.0 KM) WEST ALONG
 OO0491'INTERSTATE HIGHWAY 90  FROM THE JUNCTION OF INTERSTATE HIGHWAY 90 AND
 OO0491'TRUNK HIGHWAY 105, IN SOUTHEAST CORNER OF COUNTY ROAD 34 BRIDGE 9730
 OO0491'OVER INTERSTATE HIGHWAY 90, 6.9 FT (2.1 M) NORTHWEST OF SOUTHEAST END
 OO0491'OF SOUTH CONCRETE ABUTMENT, 57.1 FT (17.4 M) SOUTH OF EASTBOUND
 OO0491'INTERSTATE HIGHWAY 90, 18.7 FT (5.7 M) EAST OF COUNTY ROAD 34.
 OO0491
 OO0491                          STATION RECOVERY (2016)
 OO0491
 OO0491'RECOVERY NOTE BY MN DEPT OF TRANSP 2016 (KMS)
 OO0491'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DQ5890 ***********************************************************************
 DQ5890  DESIGNATION -  2482 M
 DQ5890  PID         -  DQ5890
 DQ5890  STATE/COUNTY-  MN/FREEBORN
 DQ5890  COUNTRY     -  US
 DQ5890  USGS QUAD   -  ALBERT LEA EAST (2019)
 DQ5890
 DQ5890                         *CURRENT SURVEY CONTROL
 DQ5890  ______________________________________________________________________
 DQ5890* NAD 83(1986) POSITION- 43 40 46.99   (N) 093 18 16.51   (W)   HD_HELD1
 DQ5890* NAVD 88 ORTHO HEIGHT -   389.374 (meters)     1277.47  (feet) ADJUSTED
 DQ5890  ______________________________________________________________________
 DQ5890  GEOID HEIGHT    -        -29.122 (meters)                     GEOID18
 DQ5890  DYNAMIC HEIGHT  -        389.284 (meters)     1277.18  (feet) COMP
 DQ5890  MODELED GRAVITY -    980,376.7   (mgal)                       NAVD 88
 DQ5890
 DQ5890  VERT ORDER      -  SECOND    CLASS I
 DQ5890
 DQ5890.The horizontal coordinates were determined by differentially corrected
 DQ5890.hand held GPS observations or other comparable positioning techniques
 DQ5890.and have an estimated accuracy of +/- 3 meters.
 DQ5890
 DQ5890.The orthometric height was determined by differential leveling and
 DQ5890.adjusted by the NATIONAL GEODETIC SURVEY
 DQ5890.in May 2019.
 DQ5890
 DQ5890.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ5890.GEOID18 height accuracy estimate available here.
 DQ5890
 DQ5890.Click photographs - Photos may exist for this station.
 DQ5890
 DQ5890.The dynamic height is computed by dividing the NAVD 88
 DQ5890.geopotential number by the normal gravity value computed on the
 DQ5890.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ5890.degrees latitude (g = 980.6199 gals.).
 DQ5890
 DQ5890.The modeled gravity was interpolated from observed gravity values.
 DQ5890
 DQ5890;                    North         East    Units  Estimated Accuracy
 DQ5890;SPC MN S     -   175,764.8     856,076.3     MT  (+/- 3 meters HH1 GPS) 
 DQ5890
 DQ5890_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVJ7544936346(NAD 83)
 DQ5890
 DQ5890                          SUPERSEDED SURVEY CONTROL
 DQ5890
 DQ5890.No superseded survey control is available for this station.
 DQ5890
 DQ5890_MARKER: F = FLANGE-ENCASED ROD
 DQ5890_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DQ5890_STAMPING: 2482 M 2016
 DQ5890_MARK LOGO: MNDT
 DQ5890_PROJECTION: RECESSED 5 CENTIMETERS
 DQ5890_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DQ5890_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ5890_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ5890+SATELLITE: SATELLITE OBSERVATIONS - August 17, 2016
 DQ5890_ROD/PIPE-DEPTH: 13.4 meters
 DQ5890
 DQ5890  HISTORY     - Date     Condition        Report By
 DQ5890  HISTORY     - 20160817 MONUMENTED       MNDT
 DQ5890
 DQ5890                          STATION DESCRIPTION
 DQ5890
 DQ5890'DESCRIBED BY MN DEPT OF TRANSP 2016
 DQ5890'THE MARK IS LOCATED ABOUT 3.8 MI (6.1 KM) EAST-NORTHEAST OF ALBERT
 DQ5890'LEA.
 DQ5890'
 DQ5890'TO REACH THE MARK GO 0.85 MI (1.37 KM) ALONG INTERSTATE HIGHWAY 90
 DQ5890'FROM THE JUNCTION OF INTERSTATE HIGHWAY 90 AND INTERSTATE HIGHWAY 35
 DQ5890'(JUNCTION IS 3.0 MI (4.8 KM) NORTHEAST OF ALBERT LEA), AT INTERSTATE
 DQ5890'HIGHWAY 90 MILE POINT 160.50.
 DQ5890'
 DQ5890'THE MARK IS LOCATED 95.8 FT (29.2 M) SOUTH-SOUTHWEST OF EASTBOUND
 DQ5890'INTERSTATE HIGHWAY 90, 3.3 FT (1.0 M) NORTH-NORTHEAST OF RIGHT-OF-WAY
 DQ5890'FENCE, 1.5 FT (0.5 M) NORTH-NORTHEAST OF A WITNESS POST.
 DQ5890'
 DQ5890'NOTE-THE STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM ROD
 DQ5890'DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION REMOVABLE DISK
 DQ5890'SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH PVC
 DQ5890'PIPE BACK FILLED WITH WASHED SAND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DQ5892 ***********************************************************************
 DQ5892  DESIGNATION -  2482 N
 DQ5892  PID         -  DQ5892
 DQ5892  STATE/COUNTY-  MN/FREEBORN
 DQ5892  COUNTRY     -  US
 DQ5892  USGS QUAD   -  HAYWARD (2019)
 DQ5892
 DQ5892                         *CURRENT SURVEY CONTROL
 DQ5892  ______________________________________________________________________
 DQ5892* NAD 83(1986) POSITION- 43 39 53.05   (N) 093 12 14.54   (W)   HD_HELD1
 DQ5892* NAVD 88 ORTHO HEIGHT -   382.997 (meters)     1256.55  (feet) ADJUSTED
 DQ5892  ______________________________________________________________________
 DQ5892  GEOID HEIGHT    -        -28.890 (meters)                     GEOID18
 DQ5892  DYNAMIC HEIGHT  -        382.917 (meters)     1256.29  (feet) COMP
 DQ5892  MODELED GRAVITY -    980,398.5   (mgal)                       NAVD 88
 DQ5892
 DQ5892  VERT ORDER      -  SECOND    CLASS I
 DQ5892
 DQ5892.The horizontal coordinates were determined by differentially corrected
 DQ5892.hand held GPS observations or other comparable positioning techniques
 DQ5892.and have an estimated accuracy of +/- 3 meters.
 DQ5892
 DQ5892.The orthometric height was determined by differential leveling and
 DQ5892.adjusted by the NATIONAL GEODETIC SURVEY
 DQ5892.in May 2019.
 DQ5892
 DQ5892.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ5892.GEOID18 height accuracy estimate available here.
 DQ5892
 DQ5892.Click photographs - Photos may exist for this station.
 DQ5892
 DQ5892.The dynamic height is computed by dividing the NAVD 88
 DQ5892.geopotential number by the normal gravity value computed on the
 DQ5892.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ5892.degrees latitude (g = 980.6199 gals.).
 DQ5892
 DQ5892.The modeled gravity was interpolated from observed gravity values.
 DQ5892
 DQ5892;                    North         East    Units  Estimated Accuracy
 DQ5892;SPC MN S     -   174,174.1     864,200.2     MT  (+/- 3 meters HH1 GPS) 
 DQ5892
 DQ5892_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVJ8354934657(NAD 83)
 DQ5892
 DQ5892                          SUPERSEDED SURVEY CONTROL
 DQ5892
 DQ5892.No superseded survey control is available for this station.
 DQ5892
 DQ5892_MARKER: F = FLANGE-ENCASED ROD
 DQ5892_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DQ5892_STAMPING: 2482 N 2016
 DQ5892_MARK LOGO: MNDT
 DQ5892_PROJECTION: RECESSED 5 CENTIMETERS
 DQ5892_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DQ5892_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ5892_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ5892+SATELLITE: SATELLITE OBSERVATIONS - August 29, 2024
 DQ5892_ROD/PIPE-DEPTH: 10.7 meters
 DQ5892
 DQ5892  HISTORY     - Date     Condition        Report By
 DQ5892  HISTORY     - 20160823 MONUMENTED       MNDT
 DQ5892  HISTORY     - 20240829 GOOD             MNDT
 DQ5892
 DQ5892                          STATION DESCRIPTION
 DQ5892
 DQ5892'DESCRIBED BY MN DEPT OF TRANSP 2016
 DQ5892'THE MARK IS LOCATED ABOUT 2.5 MI (4.0 KM) EAST-NORTHEAST OF HAYWARD.
 DQ5892'
 DQ5892'TO REACH THE MARK GO 2.25 MI (3.62 KM) EAST ALONG INTERSTATE HIGHWAY
 DQ5892'90 FROM THE JUNCTION OF INTERSTATE HIGHWAY 90 AND COUNTY ROAD 26
 DQ5892'(JUNCTION IS 1.0 MI (1.6 KM) NORTH OF HAYWARD), AT INTERSTATE HIGHWAY
 DQ5892'90 MILE POINT 165.80.
 DQ5892'
 DQ5892'THE MARK IS LOCATED 91.5 FT (27.9 M) NORTH-NORTHEAST OF WESTBOUND
 DQ5892'INTERSTATE HIGHWAY 90, 6.1 FT (1.9 M) SOUTH-SOUTHWEST OF RIGHT-OF-WAY
 DQ5892'FENCE, 1.5 FT (0.5 M) SOUTH OF A WITNESS POST.
 DQ5892'
 DQ5892'NOTE-THE STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM ROD
 DQ5892'DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION REMOVABLE DISK
 DQ5892'SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH PVC
 DQ5892'PIPE BACK FILLED WITH WASHED SAND.
 DQ5892
 DQ5892                          STATION RECOVERY (2024)
 DQ5892
 DQ5892'RECOVERY NOTE BY MN DEPT OF TRANSP 2024 (KMS)
 DQ5892'RECOVERED IN GOOD CONDITION.
 DQ5892'
 DQ5892'NOTE-ADD-THE MARK IS LOCATED ABOUT 7.2 MI (11.6 KM) NORTH-NORTHWEST OF
 DQ5892'MYRTLE, 6.6 MI (10.6 KM) SOUTH OF HOLLANDALE AND 2.2 MI (3.5 KM)
 DQ5892'EAST-NORTHEAST OF HAYWARD.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DQ5894 ***********************************************************************
 DQ5894  DESIGNATION -  2482 P
 DQ5894  PID         -  DQ5894
 DQ5894  STATE/COUNTY-  MN/FREEBORN
 DQ5894  COUNTRY     -  US
 DQ5894  USGS QUAD   -  HAYWARD (2019)
 DQ5894
 DQ5894                         *CURRENT SURVEY CONTROL
 DQ5894  ______________________________________________________________________
 DQ5894* NAD 83(1986) POSITION- 43 39 34.24   (N) 093 09 59.31   (W)   HD_HELD1
 DQ5894* NAVD 88 ORTHO HEIGHT -   382.147 (meters)     1253.76  (feet) ADJUSTED
 DQ5894  ______________________________________________________________________
 DQ5894  GEOID HEIGHT    -        -28.807 (meters)                     GEOID18
 DQ5894  DYNAMIC HEIGHT  -        382.071 (meters)     1253.51  (feet) COMP
 DQ5894  MODELED GRAVITY -    980,409.0   (mgal)                       NAVD 88
 DQ5894
 DQ5894  VERT ORDER      -  SECOND    CLASS I
 DQ5894
 DQ5894.The horizontal coordinates were determined by differentially corrected
 DQ5894.hand held GPS observations or other comparable positioning techniques
 DQ5894.and have an estimated accuracy of +/- 3 meters.
 DQ5894
 DQ5894.The orthometric height was determined by differential leveling and
 DQ5894.adjusted by the NATIONAL GEODETIC SURVEY
 DQ5894.in May 2019.
 DQ5894
 DQ5894.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ5894.GEOID18 height accuracy estimate available here.
 DQ5894
 DQ5894.Click photographs - Photos may exist for this station.
 DQ5894
 DQ5894.The dynamic height is computed by dividing the NAVD 88
 DQ5894.geopotential number by the normal gravity value computed on the
 DQ5894.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ5894.degrees latitude (g = 980.6199 gals.).
 DQ5894
 DQ5894.The modeled gravity was interpolated from observed gravity values.
 DQ5894
 DQ5894;                    North         East    Units  Estimated Accuracy
 DQ5894;SPC MN S     -   173,623.8     867,235.8     MT  (+/- 3 meters HH1 GPS) 
 DQ5894
 DQ5894_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVJ8657634070(NAD 83)
 DQ5894
 DQ5894                          SUPERSEDED SURVEY CONTROL
 DQ5894
 DQ5894.No superseded survey control is available for this station.
 DQ5894
 DQ5894_MARKER: F = FLANGE-ENCASED ROD
 DQ5894_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DQ5894_STAMPING: 2482 P 2016
 DQ5894_MARK LOGO: MNDT
 DQ5894_PROJECTION: RECESSED 5 CENTIMETERS
 DQ5894_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DQ5894_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ5894_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ5894+SATELLITE: SATELLITE OBSERVATIONS - August 29, 2024
 DQ5894_ROD/PIPE-DEPTH: 10.4 meters
 DQ5894
 DQ5894  HISTORY     - Date     Condition        Report By
 DQ5894  HISTORY     - 20160817 MONUMENTED       MNDT
 DQ5894  HISTORY     - 20201201 GOOD             MNDT
 DQ5894  HISTORY     - 20240829 GOOD             MNDT
 DQ5894
 DQ5894                          STATION DESCRIPTION
 DQ5894
 DQ5894'DESCRIBED BY MN DEPT OF TRANSP 2016
 DQ5894'THE MARK IS LOCATED ABOUT 4.2 MI (6.8 KM) EAST OF HAYWARD.
 DQ5894'
 DQ5894'TO REACH THE MARK GO 1.6 MI (2.6 KM) EAST ALONG INTERSTATE HIGHWAY 90
 DQ5894'FROM THE JUNCTION OF INTERSTATE HIGHWAY 90 AND COUNTY ROAD 46
 DQ5894'(JUNCTION IS 2.5 MI (4.0 KM) EAST OF HAYWARD), AT INTERSTATE HIGHWAY
 DQ5894'90 MILE POINT 168.25.
 DQ5894'
 DQ5894'THE MARK IS LOCATED 74.6 FT (22.7 M) SOUTH OF EASTBOUND INTERSTATE
 DQ5894'HIGHWAY 90, 24.4 FT (7.4 M) NORTH OF RIGHT-OF-WAY FENCE, 1.5 FT (0.5
 DQ5894'M) NORTH OF A WITNESS POST.
 DQ5894'
 DQ5894'NOTE-THE STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM ROD
 DQ5894'DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION REMOVABLE DISK
 DQ5894'SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH PVC
 DQ5894'PIPE BACK FILLED WITH WASHED SAND.
 DQ5894
 DQ5894                          STATION RECOVERY (2020)
 DQ5894
 DQ5894'RECOVERY NOTE BY MN DEPT OF TRANSP 2020 (KMS)
 DQ5894'RECOVERED IN GOOD CONDITION.
 DQ5894
 DQ5894                          STATION RECOVERY (2024)
 DQ5894
 DQ5894'RECOVERY NOTE BY MN DEPT OF TRANSP 2024 (KMS)
 DQ5894'RECOVERED IN GOOD CONDITION.
 DQ5894'
 DQ5894'NOTE-ADD-THE MARK IS LOCATED ABOUT 7.2 MI (11.6 KM) SOUTH-SOUTHEAST OF
 DQ5894'HOLLANDALE, 6.6 MI (10.6 KM) NORTH OF MYRTLE AND 3.9 MI (6.3 KM) EAST
 DQ5894'OF HAYWARD.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DQ5895 ***********************************************************************
 DQ5895  DESIGNATION -  2482 Q
 DQ5895  PID         -  DQ5895
 DQ5895  STATE/COUNTY-  MN/FREEBORN
 DQ5895  COUNTRY     -  US
 DQ5895  USGS QUAD   -  HAYWARD (2019)
 DQ5895
 DQ5895                         *CURRENT SURVEY CONTROL
 DQ5895  ______________________________________________________________________
 DQ5895* NAD 83(1986) POSITION- 43 39 33.63   (N) 093 08 45.87   (W)   HD_HELD1
 DQ5895* NAVD 88 ORTHO HEIGHT -   385.412 (meters)     1264.47  (feet) ADJUSTED
 DQ5895  ______________________________________________________________________
 DQ5895  GEOID HEIGHT    -        -28.766 (meters)                     GEOID18
 DQ5895  DYNAMIC HEIGHT  -        385.337 (meters)     1264.23  (feet) COMP
 DQ5895  MODELED GRAVITY -    980,414.6   (mgal)                       NAVD 88
 DQ5895
 DQ5895  VERT ORDER      -  SECOND    CLASS I
 DQ5895
 DQ5895.The horizontal coordinates were determined by differentially corrected
 DQ5895.hand held GPS observations or other comparable positioning techniques
 DQ5895.and have an estimated accuracy of +/- 3 meters.
 DQ5895
 DQ5895.The orthometric height was determined by differential leveling and
 DQ5895.adjusted by the NATIONAL GEODETIC SURVEY
 DQ5895.in May 2019.
 DQ5895
 DQ5895.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ5895.GEOID18 height accuracy estimate available here.
 DQ5895
 DQ5895.Click photographs - Photos may exist for this station.
 DQ5895
 DQ5895.The dynamic height is computed by dividing the NAVD 88
 DQ5895.geopotential number by the normal gravity value computed on the
 DQ5895.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ5895.degrees latitude (g = 980.6199 gals.).
 DQ5895
 DQ5895.The modeled gravity was interpolated from observed gravity values.
 DQ5895
 DQ5895;                    North         East    Units  Estimated Accuracy
 DQ5895;SPC MN S     -   173,621.9     868,881.5     MT  (+/- 3 meters HH1 GPS) 
 DQ5895
 DQ5895_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVJ8822134048(NAD 83)
 DQ5895
 DQ5895                          SUPERSEDED SURVEY CONTROL
 DQ5895
 DQ5895.No superseded survey control is available for this station.
 DQ5895
 DQ5895_MARKER: F = FLANGE-ENCASED ROD
 DQ5895_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DQ5895_STAMPING: 2482 Q 2016
 DQ5895_MARK LOGO: MNDT
 DQ5895_PROJECTION: RECESSED 5 CENTIMETERS
 DQ5895_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DQ5895_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ5895_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ5895+SATELLITE: SATELLITE OBSERVATIONS - August 17, 2016
 DQ5895_ROD/PIPE-DEPTH: 10.4 meters
 DQ5895
 DQ5895  HISTORY     - Date     Condition        Report By
 DQ5895  HISTORY     - 20160817 MONUMENTED       MNDT
 DQ5895
 DQ5895                          STATION DESCRIPTION
 DQ5895
 DQ5895'DESCRIBED BY MN DEPT OF TRANSP 2016
 DQ5895'THE MARK IS LOCATED ABOUT 5.2 MI (8.4 KM) EAST OF HAYWARD.
 DQ5895'
 DQ5895'TO REACH THE MARK GO 2.6 MI (4.2 KM) EAST ALONG INTERSTATE HIGHWAY 90
 DQ5895'FROM THE JUNCTION OF INTERSTATE HIGHWAY 90 AND COUNTY ROAD 46
 DQ5895'(JUNCTION IS 2.5 MI (4.0 KM) EAST OF HAYWARD), AT INTERSTATE HIGHWAY
 DQ5895'90 MILE POINT 169.25.
 DQ5895'
 DQ5895'THE MARK IS LOCATED 85.9 FT (26.2 M) SOUTH OF EASTBOUND INTERSTATE
 DQ5895'HIGHWAY 90, 14.3 FT (4.4 M) NORTH OF RIGHT-OF-WAY FENCE, 1.5 FT (0.5
 DQ5895'M) NORTH OF A WITNESS POST.
 DQ5895'
 DQ5895'NOTE-THE STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM ROD
 DQ5895'DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION REMOVABLE DISK
 DQ5895'SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH PVC
 DQ5895'PIPE BACK FILLED WITH WASHED SAND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DQ5898 ***********************************************************************
 DQ5898  DESIGNATION -  2482 R
 DQ5898  PID         -  DQ5898
 DQ5898  STATE/COUNTY-  MN/FREEBORN
 DQ5898  COUNTRY     -  US
 DQ5898  USGS QUAD   -  AUSTIN WEST (2019)
 DQ5898
 DQ5898                         *CURRENT SURVEY CONTROL
 DQ5898  ______________________________________________________________________
 DQ5898* NAD 83(1986) POSITION- 43 39 36.48   (N) 093 03 38.53   (W)   HD_HELD1
 DQ5898* NAVD 88 ORTHO HEIGHT -   379.718 (meters)     1245.79  (feet) ADJUSTED
 DQ5898  ______________________________________________________________________
 DQ5898  GEOID HEIGHT    -        -28.683 (meters)                     GEOID18
 DQ5898  DYNAMIC HEIGHT  -        379.650 (meters)     1245.57  (feet) COMP
 DQ5898  MODELED GRAVITY -    980,429.6   (mgal)                       NAVD 88
 DQ5898
 DQ5898  VERT ORDER      -  SECOND    CLASS I
 DQ5898
 DQ5898.The horizontal coordinates were determined by differentially corrected
 DQ5898.hand held GPS observations or other comparable positioning techniques
 DQ5898.and have an estimated accuracy of +/- 3 meters.
 DQ5898
 DQ5898.The orthometric height was determined by differential leveling and
 DQ5898.adjusted by the NATIONAL GEODETIC SURVEY
 DQ5898.in May 2019.
 DQ5898
 DQ5898.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ5898.GEOID18 height accuracy estimate available here.
 DQ5898
 DQ5898.Click photographs - Photos may exist for this station.
 DQ5898
 DQ5898.The dynamic height is computed by dividing the NAVD 88
 DQ5898.geopotential number by the normal gravity value computed on the
 DQ5898.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ5898.degrees latitude (g = 980.6199 gals.).
 DQ5898
 DQ5898.The modeled gravity was interpolated from observed gravity values.
 DQ5898
 DQ5898;                    North         East    Units  Estimated Accuracy
 DQ5898;SPC MN S     -   173,785.4     875,766.7     MT  (+/- 3 meters HH1 GPS) 
 DQ5898
 DQ5898_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVJ9510534127(NAD 83)
 DQ5898
 DQ5898                          SUPERSEDED SURVEY CONTROL
 DQ5898
 DQ5898.No superseded survey control is available for this station.
 DQ5898
 DQ5898_MARKER: F = FLANGE-ENCASED ROD
 DQ5898_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DQ5898_STAMPING: 2482 R 2016
 DQ5898_MARK LOGO: MNDT
 DQ5898_PROJECTION: RECESSED 5 CENTIMETERS
 DQ5898_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DQ5898_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ5898_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ5898+SATELLITE: SATELLITE OBSERVATIONS - August 18, 2016
 DQ5898_ROD/PIPE-DEPTH: 7.6 meters
 DQ5898
 DQ5898  HISTORY     - Date     Condition        Report By
 DQ5898  HISTORY     - 20160818 MONUMENTED       MNDT
 DQ5898
 DQ5898                          STATION DESCRIPTION
 DQ5898
 DQ5898'DESCRIBED BY MN DEPT OF TRANSP 2016
 DQ5898'THE MARK IS LOCATED ABOUT 4.1 MI (6.6 KM) WEST OF AUSTIN.
 DQ5898'
 DQ5898'TO REACH THE MARK GO 2.2 MI (3.5 KM) WEST ALONG INTERSTATE HIGHWAY 90
 DQ5898'FROM THE JUNCTION OF INTERSTATE HIGHWAY 90 AND TRUNK HIGHWAY 105 AND
 DQ5898'COUNTY ROAD 46 IN WEST PART OF AUSTIN, AT INTERSTATE HIGHWAY 90 MILE
 DQ5898'POINT 173.55.
 DQ5898'
 DQ5898'THE MARK IS LOCATED 93.3 FT (28.4 M) NORTH OF WESTBOUND INTERSTATE
 DQ5898'HIGHWAY 90, 7.0 FT (2.1 M) SOUTH OF RIGHT-OF-WAY FENCE, 1.5 FT (0.5 M)
 DQ5898'SOUTH OF A WITNESS POST.
 DQ5898'
 DQ5898'NOTE-THE STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM ROD
 DQ5898'DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION REMOVABLE DISK
 DQ5898'SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH PVC
 DQ5898'PIPE BACK FILLED WITH WASHED SAND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 QO0281 ***********************************************************************
 QO0281  DESIGNATION -  25
 QO0281  PID         -  QO0281
 QO0281  STATE/COUNTY-  MN/CHISAGO
 QO0281  COUNTRY     -  US
 QO0281  USGS QUAD   -  NORTH BRANCH (2019)
 QO0281
 QO0281                         *CURRENT SURVEY CONTROL
 QO0281  ______________________________________________________________________
 QO0281* NAD 83(1986) POSITION- 45 35 10.     (N) 092 58 30.     (W)   SCALED
 QO0281* NAVD 88 ORTHO HEIGHT -   273.510 (meters)      897.34  (feet) ADJUSTED
 QO0281  ______________________________________________________________________
 QO0281  GEOID HEIGHT    -        -28.007 (meters)                     GEOID18
 QO0281  DYNAMIC HEIGHT  -        273.504 (meters)      897.32  (feet) COMP
 QO0281  MODELED GRAVITY -    980,588.3   (mgal)                       NAVD 88
 QO0281
 QO0281  VERT ORDER      -  SECOND    CLASS 0
 QO0281
 QO0281.The horizontal coordinates were scaled from a map and have
 QO0281.an estimated accuracy of +/- 6 seconds.
 QO0281
 QO0281.The orthometric height was determined by differential leveling and
 QO0281.adjusted by the NATIONAL GEODETIC SURVEY
 QO0281.in June 1991.
 QO0281
 QO0281.Significant digits in the geoid height do not necessarily reflect accuracy.
 QO0281.GEOID18 height accuracy estimate available here.
 QO0281
 QO0281.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWL019480(NAD 83)
 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
 QO0281.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QO0281.See file dsdata.pdf to determine how the superseded data were derived.
 QO0281
 QO0281_MARKER: B = BOLT
 QO0281_SETTING: 21 = SET IN CONCRETE IN A CLAY TILE PIPE
 QO0281_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QO0281
 QO0281  HISTORY     - Date     Condition        Report By
 QO0281  HISTORY     - UNK      MONUMENTED       MRC
 QO0281  HISTORY     - 1966     MARK NOT FOUND   MNDT
 QO0281  HISTORY     - 1979     MARK NOT FOUND   USGS
 QO0281  HISTORY     - 20070613 MARK NOT FOUND   MNDT
 QO0281
 QO0281                          STATION DESCRIPTION
 QO0281
 QO0281'DESCRIBED BY MN DEPT OF TRANSP 1966
 QO0281'AT HARRIS, CHISAGO COUNTY, 849 FEET SOUTH OF THE SOUTH END OF THE
 QO0281'NORTHERN PACIFIC RAILWAY STATION, 103.6 FEET SOUTHEAST OF THE
 QO0281'SOUTHEAST CORNER OF THE CONCRETE FOUNDATION OF PALMER WAREHOUSE NO. 7,
 QO0281'51.5 FEET EAST OF THE EAST RAIL, AND 17.8 FEET WEST OF THE WEST EDGE
 QO0281'OF THE CONCRETE PAVEMENT ON U.S. HIGHWAY 61.  THE TOP OF A COPPER BOLT
 QO0281'LEADED IN A TILE ABOUT 2 FEET UNDERGROUND, ACCESS TO WHICH IS HAD
 QO0281'THROUGH A 4-INCH IRON PIPE BEARING A MISSISSIPPI RIVER COMMISSION
 QO0281'STANDARD CAP.  NOTE-- IN NOVEMBER 1934 IT WAS REPORTED THAT THE CAP
 QO0281'AND PIPE WERE MISSING BUT THAT THE POSITION OF THE MARK WAS INDICATED
 QO0281'BY A 1-1/4 INCH PIPE PROJECTING ABOUT 2 FEET ABOVE GROUND. PROBABLY
 QO0281'DESTROYED.
 QO0281
 QO0281                          STATION RECOVERY (1979)
 QO0281
 QO0281'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1979
 QO0281'MARK NOT FOUND.
 QO0281
 QO0281                          STATION RECOVERY (2007)
 QO0281
 QO0281'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (JJB)
 QO0281'849 FEET SOUTH OF SOUTH END OF HARRIS RAILROAD STATION, 103.6 FEET
 QO0281'SOUTHEAST OF SOUTHEAST CORNER OF WAREHOUSE FOUNDATION, 51.5 FEET EAST
 QO0281'OF EAST RAIL OF RAILROAD, 17.8 FEET WEST OF WEST EDGE OF OLD TRUNK
 QO0281'HIGHWAY 61 PAVEMENT.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DF8692 ***********************************************************************
 DF8692  DESIGNATION -  25
 DF8692  PID         -  DF8692
 DF8692  STATE/COUNTY-  MN/KANABEC
 DF8692  COUNTRY     -  US
 DF8692  USGS QUAD   -  ANN LAKE (2019)
 DF8692
 DF8692                         *CURRENT SURVEY CONTROL
 DF8692  ______________________________________________________________________
 DF8692* NAD 83(2011) POSITION- 45 59 17.80209(N) 093 25 56.09279(W)   ADJUSTED
 DF8692* NAD 83(2011) ELLIP HT-   338.504 (meters)        (06/27/12)   ADJUSTED
 DF8692* NAD 83(2011) EPOCH   -  2010.00
 DF8692* NAVD 88 ORTHO HEIGHT -   366.005 (meters)     1200.80  (feet) ADJUSTED
 DF8692  ______________________________________________________________________
 DF8692  GEOID HEIGHT    -        -27.504 (meters)                     GEOID18
 DF8692  NAD 83(2011) X  -   -265,784.452 (meters)                     COMP
 DF8692  NAD 83(2011) Y  - -4,431,529.256 (meters)                     COMP
 DF8692  NAD 83(2011) Z  -  4,564,585.843 (meters)                     COMP
 DF8692  LAPLACE CORR    -         -2.71  (seconds)                    DEFLEC18
 DF8692  DYNAMIC HEIGHT  -        366.009 (meters)     1200.81  (feet) COMP
 DF8692  MODELED GRAVITY -    980,616.1   (mgal)                       NAVD 88
 DF8692
 DF8692  VERT ORDER      -  SECOND    CLASS I
 DF8692
 DF8692  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DF8692  Standards:
 DF8692         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DF8692            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DF8692  -------------------------------------------------------------------
 DF8692  NETWORK    0.47   0.69           0.21   0.17   0.35     -0.04040313
 DF8692  -------------------------------------------------------------------
 DF8692  Click here for local accuracies and other accuracy information.
 DF8692
 DF8692.The horizontal coordinates were established by GPS observations
 DF8692.and adjusted by the National Geodetic Survey in June 2012.
 DF8692
 DF8692.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DF8692.been affixed to the stable North American tectonic plate. See 
 DF8692.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DF8692
 DF8692.The horizontal coordinates are valid at the epoch date displayed above
 DF8692.which is a decimal equivalence of Year/Month/Day.
 DF8692
 DF8692.The orthometric height was determined by differential leveling and
 DF8692.adjusted by the NATIONAL GEODETIC SURVEY
 DF8692.in April 2021.
 DF8692
 DF8692.Significant digits in the geoid height do not necessarily reflect accuracy.
 DF8692.GEOID18 height accuracy estimate available here.
 DF8692
 DF8692.Click photographs - Photos may exist for this station.
 DF8692
 DF8692.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DF8692
 DF8692.The Laplace correction was computed from DEFLEC18 derived deflections.
 DF8692
 DF8692.The ellipsoidal height was determined by GPS observations
 DF8692.and is referenced to NAD 83.
 DF8692
 DF8692.The dynamic height is computed by dividing the NAVD 88
 DF8692.geopotential number by the normal gravity value computed on the
 DF8692.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DF8692.degrees latitude (g = 980.6199 gals.).
 DF8692
 DF8692.The modeled gravity was interpolated from observed gravity values.
 DF8692
 DF8692. The following values were computed from the NAD 83(2011) position.
 DF8692
 DF8692;                    North         East     Units Scale Factor Converg.
 DF8692;SPC MN C     -   210,170.228   863,354.230   MT  0.99994023   +0 35 29.6
 DF8692;SPC MN C     -   689,533.49  2,832,521.34   sFT  0.99994023   +0 35 29.6
 DF8692;UTM  15      - 5,092,835.958   466,522.981   MT  0.99961378   -0 18 39.1
 DF8692
 DF8692!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF8692!SPC MN C     -   0.99994694  x   0.99994023  =   0.99988717
 DF8692!UTM  15      -   0.99994694  x   0.99961378  =   0.99956074
 DF8692
 DF8692_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL6652292835(NAD 83)
 DF8692
 DF8692                          SUPERSEDED SURVEY CONTROL
 DF8692
 DF8692  NAD 83(2007)-  45 59 17.80223(N)    093 25 56.09358(W) AD(2002.00) 0
 DF8692  ELLIP H (02/10/07)  338.537  (m)                       GP(2002.00)    
 DF8692  NAD 83(1996)-  45 59 17.80228(N)    093 25 56.09346(W) AD(       ) 1
 DF8692  ELLIP H (10/22/03)  338.577  (m)                       GP(       ) 3 2
 DF8692  NAVD 88 (10/22/03)  366.0    (m)  GEOID99  model used  GPS OBS        
 DF8692
 DF8692.Superseded values are not recommended for survey control.
 DF8692
 DF8692.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF8692.See file dsdata.pdf to determine how the superseded data were derived.
 DF8692
 DF8692_MARKER: DD = SURVEY DISK
 DF8692_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF8692_STAMPING: 25
 DF8692_MARK LOGO: MN-065
 DF8692_PROJECTION: FLUSH
 DF8692_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DF8692_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DF8692+STABILITY: SURFACE MOTION
 DF8692_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF8692+SATELLITE: SATELLITE OBSERVATIONS - June 24, 2024
 DF8692
 DF8692  HISTORY     - Date     Condition        Report By
 DF8692  HISTORY     - 20011102 MONUMENTED       MN-065
 DF8692  HISTORY     - 20080609 GOOD             MNDT
 DF8692  HISTORY     - 20170608 GOOD             MNDT
 DF8692  HISTORY     - 20200512 GOOD             MNDT
 DF8692  HISTORY     - 20240624 GOOD             MNDT
 DF8692
 DF8692                          STATION DESCRIPTION
 DF8692
 DF8692'DESCRIBED BY KANABEC COUNTY MINNESOTA 2001 (MPP)
 DF8692'10.5 MI (16.9 KM) NORTH OF OGILVIE ON TH 47, 93 FT (28.3 M) NORTH OF
 DF8692'MILEPOST 80, 73 FT (22.3 M) EAST OF CENTER OF TH 47, 2 FT (0.6 M)
 DF8692'SOUTH OF WIT POST, FLUSH, MAGNETIC.
 DF8692
 DF8692                          STATION RECOVERY (2008)
 DF8692
 DF8692'RECOVERY NOTE BY MN DEPT OF TRANSP 2008 (MPP)
 DF8692'THE MARK IS LOCATED ABOUT 10.2 MI (16.4 KM) NORTHWEST OF MORA, 10.0 MI
 DF8692'(16.1 KM) SOUTH-SOUTHEAST OF WAHKON AND 8.6 MI (13.8 KM) SOUTHWEST OF
 DF8692'WARMAN.
 DF8692'
 DF8692'TO REACH TO THE MARK GO 10.5 MI (16.9 KM) NORTH OF OGILVIE, 10.5 MI
 DF8692'(16.9 KM) NORTH ON TRUNK HIGHWAY 47 FROM THE JUNCTION OF TRUNK HIGHWAY
 DF8692'47 AND COUNTY ROAD 10 IN OGILVIE, 93 FT (28.3 M) NORTH OF MILE POST
 DF8692'NUMBER 80, 73 FT (22.3 M) EAST OF THE CENTERLINE OF TRUNK HIGHWAY 47,
 DF8692'2.0 FT (0.6 M) SOUTH OF A WITNESS POST
 DF8692
 DF8692                          STATION RECOVERY (2017)
 DF8692
 DF8692'RECOVERY NOTE BY MN DEPT OF TRANSP 2017 (MAS)
 DF8692'10.5 MI (16.9 KM) NORTH OF OGILVIE, 10.7 MI (17.2 KM) NORTH ON TRUNK
 DF8692'HIGHWAY 47 FROM THE WEST JUNCTION OF TRUNK HIGHWAY 47 AND TRUNK
 DF8692'HIGHWAY 23 IN OGILVIE, AT TRUNK HIGHWAY 47 MILE POINT 80.0, 73.0 FT
 DF8692'(22.3 M) EAST OF TRUNK HIGHWAY 47, 93.0 FT (28.3 M) NORTH OF MILEPOST
 DF8692'NUMBER 80, 2.0 FT (0.6 M) SOUTH OF A WITNESS POST.
 DF8692
 DF8692                          STATION RECOVERY (2020)
 DF8692
 DF8692'RECOVERY NOTE BY MN DEPT OF TRANSP 2020 (TJD)
 DF8692'RECOVERED IN GOOD CONDITION.
 DF8692
 DF8692                          STATION RECOVERY (2024)
 DF8692
 DF8692'RECOVERY NOTE BY MN DEPT OF TRANSP 2024 (MPP)
 DF8692'10.5 MILES NORTH OF OGILVIE, 10.7 MILES NORTH ON TRUNK HIGHWAY 47 FROM
 DF8692'THE WEST JUNCTION OF TRUNK HIGHWAY 47 AND TRUNK HIGHWAY 23 IN OGILVIE,
 DF8692'AT TRUNK HIGHWAY 47 MILEPOINT 80.0, 73.0 FEET EAST OF TRUNK HIGHWAY
 DF8692'47, 93.0 FEET NORTH OF MILEPOST NUMBER 80, 2.0 FEET SOUTH OF A WITNESS
 DF8692'POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 AH9858 ***********************************************************************
 AH9858  DESIGNATION -  25 CER
 AH9858  PID         -  AH9858
 AH9858  STATE/COUNTY-  MN/CLEARWATER
 AH9858  COUNTRY     -  US
 AH9858  USGS QUAD   -  ZERKEL (2019)
 AH9858
 AH9858                         *CURRENT SURVEY CONTROL
 AH9858  ______________________________________________________________________
 AH9858* NAD 83(1986) POSITION- 47 18 38.36   (N) 095 28 07.03   (W)   HD_HELD1
 AH9858* NAVD 88 ORTHO HEIGHT -   461.791 (meters)     1515.06  (feet) ADJUSTED
 AH9858  ______________________________________________________________________
 AH9858  GEOID HEIGHT    -        -27.428 (meters)                     GEOID18
 AH9858  DYNAMIC HEIGHT  -        461.826 (meters)     1515.17  (feet) COMP
 AH9858  MODELED GRAVITY -    980,674.7   (mgal)                       NAVD 88
 AH9858
 AH9858  VERT ORDER      -  SECOND    CLASS I
 AH9858
 AH9858.The horizontal coordinates were determined by differentially corrected
 AH9858.hand held GPS observations or other comparable positioning techniques
 AH9858.and have an estimated accuracy of +/- 3 meters.
 AH9858
 AH9858.The orthometric height was determined by differential leveling and
 AH9858.adjusted by the NATIONAL GEODETIC SURVEY
 AH9858.in August 2019.
 AH9858
 AH9858.Significant digits in the geoid height do not necessarily reflect accuracy.
 AH9858.GEOID18 height accuracy estimate available here.
 AH9858
 AH9858.Click photographs - Photos may exist for this station.
 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     -   192,867.2     620,937.1     MT  (+/- 3 meters HH1 GPS) 
 AH9858
 AH9858_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUN1341642642(NAD 83)
 AH9858
 AH9858                          SUPERSEDED SURVEY CONTROL
 AH9858
 AH9858  NAVD 88 (06/02/04)  461.793  (m)         1515.07   (f) SUPERSEDED  2 1
 AH9858
 AH9858.Superseded values are not recommended for survey control.
 AH9858
 AH9858.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH9858.See file dsdata.pdf to determine how the superseded data were derived.
 AH9858
 AH9858_MARKER: DD = SURVEY DISK
 AH9858_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 AH9858_STAMPING: 1514 25 CER 1967
 AH9858_MARK LOGO: USGS
 AH9858_PROJECTION: FLUSH
 AH9858_MAGNETIC: I = MARKER IS A STEEL ROD
 AH9858_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AH9858_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AH9858+SATELLITE: SATELLITE OBSERVATIONS - August 01, 2023
 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  HISTORY     - 20190917 GOOD             MNDT
 AH9858  HISTORY     - 20230801 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, T144N, R38W,
 AH9858'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.
 AH9858
 AH9858                          STATION RECOVERY (2019)
 AH9858
 AH9858'RECOVERY NOTE BY MN DEPT OF TRANSP 2019 (KMS)
 AH9858'RECOVERED AS DESCRIBED.
 AH9858
 AH9858                          STATION RECOVERY (2023)
 AH9858
 AH9858'RECOVERY NOTE BY MN DEPT OF TRANSP 2023 (KMS)
 AH9858'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DH9185 ***********************************************************************
 DH9185  DESIGNATION -  25 DLS
 DH9185  PID         -  DH9185
 DH9185  STATE/COUNTY-  MN/ITASCA
 DH9185  COUNTRY     -  US
 DH9185  USGS QUAD   -  JESSIE LAKE (2019)
 DH9185
 DH9185                         *CURRENT SURVEY CONTROL
 DH9185  ______________________________________________________________________
 DH9185* NAD 83(1986) POSITION- 47 33 25.3    (N) 093 50 19.2    (W)   HD_HELD2
 DH9185* NAVD 88 ORTHO HEIGHT -   412.911 (meters)     1354.69  (feet) ADJUSTED
 DH9185  ______________________________________________________________________
 DH9185  GEOID HEIGHT    -        -28.812 (meters)                     GEOID18
 DH9185  DYNAMIC HEIGHT  -        412.971 (meters)     1354.89  (feet) COMP
 DH9185  MODELED GRAVITY -    980,745.6   (mgal)                       NAVD 88
 DH9185
 DH9185  VERT ORDER      -  SECOND    CLASS I
 DH9185
 DH9185.The horizontal coordinates were established by autonomous hand held GPS
 DH9185.observations and have an estimated accuracy of +/- 10 meters.
 DH9185
 DH9185.The orthometric height was determined by differential leveling and
 DH9185.adjusted by the NATIONAL GEODETIC SURVEY
 DH9185.in September 2006.
 DH9185
 DH9185.No vertical observational check was made to the station.
 DH9185
 DH9185.Significant digits in the geoid height do not necessarily reflect accuracy.
 DH9185.GEOID18 height accuracy estimate available here.
 DH9185
 DH9185.Click photographs - Photos may exist for this station.
 DH9185
 DH9185.The dynamic height is computed by dividing the NAVD 88
 DH9185.geopotential number by the normal gravity value computed on the
 DH9185.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH9185.degrees latitude (g = 980.6199 gals.).
 DH9185
 DH9185.The modeled gravity was interpolated from observed gravity values.
 DH9185
 DH9185;                    North         East    Units  Estimated Accuracy
 DH9185;SPC MN N     -   217,779.      744,412.      MT  (+/- 10 meters HH2 GPS)
 DH9185
 DH9185_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVN3690567408(NAD 83)
 DH9185
 DH9185                          SUPERSEDED SURVEY CONTROL
 DH9185
 DH9185.No superseded survey control is available for this station.
 DH9185
 DH9185_MARKER: DD = SURVEY DISK
 DH9185_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 DH9185_STAMPING: 25 DLS 1969
 DH9185_MARK LOGO: USGS
 DH9185_PROJECTION: PROJECTING 8 CENTIMETERS
 DH9185_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 DH9185_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DH9185_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DH9185+SATELLITE: SATELLITE OBSERVATIONS - July 22, 2008
 DH9185
 DH9185  HISTORY     - Date     Condition        Report By
 DH9185  HISTORY     - 19690401 MONUMENTED       USGS
 DH9185  HISTORY     - 20080722 GOOD             MNDT
 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.
 DH9185
 DH9185                          STATION RECOVERY (2008)
 DH9185
 DH9185'RECOVERY NOTE BY MN DEPT OF TRANSP 2008 (GC)
 DH9185'2.9 MI (4.7 KM) WEST AND NORTH ALONG COUNTY ROAD 133  FROM THE
 DH9185'JUNCTION OF COUNTY ROAD 133 AND TRUNK HIGHWAY 6 IN BOWSTRING, 72.0 FT
 DH9185'(21.9 M) NORTH AND 56.0 FT (17.1 M) WEST OF THE JUNCTION OF COUNTY
 DH9185'ROAD 133 AND COUNTY ROAD 173, 2.0 FT (0.6 M) SOUTHWEST OF A WITNESS
 DH9185'POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DP6465 ***********************************************************************
 DP6465  DESIGNATION -  25 DRL
 DP6465  PID         -  DP6465
 DP6465  STATE/COUNTY-  MN/DOUGLAS
 DP6465  COUNTRY     -  US
 DP6465  USGS QUAD   -  ALEXANDRIA WEST (2019)
 DP6465
 DP6465                         *CURRENT SURVEY CONTROL
 DP6465  ______________________________________________________________________
 DP6465* NAD 83(2011) POSITION- 45 58 36.67303(N) 095 28 42.71127(W)   ADJUSTED
 DP6465* NAD 83(2011) ELLIP HT-   413.610 (meters)        (02/26/15)   ADJUSTED
 DP6465* NAD 83(2011) EPOCH   -  2010.00
 DP6465* NAVD 88 ORTHO HEIGHT -   439.9   (meters)     1443.    (feet) GPS OBS
 DP6465  ______________________________________________________________________
 DP6465  NAVD 88 orthometric height was determined with geoid model    GEOID12A
 DP6465  GEOID HEIGHT    -        -26.251 (meters)                     GEOID12A
 DP6465  GEOID HEIGHT    -        -26.263 (meters)                     GEOID18
 DP6465  NAD 83(2011) X  -   -423,942.788 (meters)                     COMP
 DP6465  NAD 83(2011) Y  - -4,420,174.038 (meters)                     COMP
 DP6465  NAD 83(2011) Z  -  4,563,757.398 (meters)                     COMP
 DP6465  LAPLACE CORR    -          0.15  (seconds)                    DEFLEC18
 DP6465
 DP6465  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DP6465  Standards:
 DP6465         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DP6465            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DP6465  -------------------------------------------------------------------
 DP6465  NETWORK    1.43   0.98           0.58   0.55   0.50     -0.48879033
 DP6465  -------------------------------------------------------------------
 DP6465  Click here for local accuracies and other accuracy information.
 DP6465
 DP6465.The horizontal coordinates were established by GPS observations
 DP6465.and adjusted by the MN DEPT OF TRANSP in February 2015.
 DP6465
 DP6465.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DP6465.been affixed to the stable North American tectonic plate. See 
 DP6465.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DP6465
 DP6465.The horizontal coordinates are valid at the epoch date displayed above
 DP6465.which is a decimal equivalence of Year/Month/Day.
 DP6465
 DP6465.The orthometric height was determined by GPS observations and a
 DP6465.high-resolution geoid model.
 DP6465
 DP6465.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP6465.GEOID18 height accuracy estimate available here.
 DP6465
 DP6465.Click photographs - Photos may exist for this station.
 DP6465
 DP6465.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DP6465
 DP6465.The Laplace correction was computed from DEFLEC18 derived deflections.
 DP6465
 DP6465.The ellipsoidal height was determined by GPS observations
 DP6465.and is referenced to NAD 83.
 DP6465
 DP6465. The following values were computed from the NAD 83(2011) position.
 DP6465
 DP6465;                    North         East     Units Scale Factor Converg.
 DP6465;SPC MN C     -   209,311.679   704,803.661   MT  0.99994144   -0 53 19.3
 DP6465;SPC MN C     -   686,716.73  2,312,343.34   sFT  0.99994144   -0 53 19.3
 DP6465;UTM  15      - 5,094,462.763   308,003.572   MT  1.00005319   -1 46 57.9
 DP6465
 DP6465!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DP6465!SPC MN C     -   0.99993516  x   0.99994144  =   0.99987661
 DP6465!UTM  15      -   0.99993516  x   1.00005319  =   0.99998835
 DP6465
 DP6465_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUL0800394462(NAD 83)
 DP6465
 DP6465                          SUPERSEDED SURVEY CONTROL
 DP6465
 DP6465.No superseded survey control is available for this station.
 DP6465
 DP6465_MARKER: DB = BENCH MARK DISK
 DP6465_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 DP6465_STAMPING: 25 DRL 1965
 DP6465_MARK LOGO: USGS
 DP6465_PROJECTION: PROJECTING 8 CENTIMETERS
 DP6465_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DP6465_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DP6465_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP6465+SATELLITE: SATELLITE OBSERVATIONS - February 23, 2012
 DP6465
 DP6465  HISTORY     - Date     Condition        Report By
 DP6465  HISTORY     - 19650401 MONUMENTED       USGS
 DP6465  HISTORY     - 20120223 GOOD             MNDT
 DP6465
 DP6465                          STATION DESCRIPTION
 DP6465
 DP6465'DESCRIBED BY MN DEPT OF TRANSP 2012 (AXL)
 DP6465'2.6 MILES NORTHEAST OF GARFIELD, 0.6 MILE EAST ALONG COUNTY ROAD
 DP6465'22/SANSTEAD ROAD EAST FROM THE JUNCTION OF COUNTY ROAD 22/SANSTEAD
 DP6465'ROAD EAST AND COUNTY ROAD 12/STATE ROAD IN GARFIELD, THEN 2.5 MILES
 DP6465'NORTH ON PLEASANT GROVE ROAD, 51.0 FEET WEST OF PLEASANT GROVE ROAD AT
 DP6465'81ST AVENUE EAST, 57.1 FEET NORTH OF DRIVEWAY NUMBER 8092, 22.0 FEET
 DP6465'SOUTH OF DRIVEWAY, 1.3 FEET NORTH OF CABLE BOX.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DF6833 ***********************************************************************
 DF6833  DESIGNATION -  25 DWB
 DF6833  PID         -  DF6833
 DF6833  STATE/COUNTY-  MN/WATONWAN
 DF6833  COUNTRY     -  US
 DF6833  USGS QUAD   -  SAINT JAMES SE (2019)
 DF6833
 DF6833                         *CURRENT SURVEY CONTROL
 DF6833  ______________________________________________________________________
 DF6833* NAD 83(2011) POSITION- 43 51 14.07844(N) 094 37 11.08129(W)   ADJUSTED
 DF6833* NAD 83(2011) ELLIP HT-   326.496 (meters)        (06/27/12)   ADJUSTED
 DF6833* NAD 83(2011) EPOCH   -  2010.00
 DF6833* NAVD 88 ORTHO HEIGHT -   354.3   (meters)     1162.    (feet) GPS OBS
 DF6833  ______________________________________________________________________
 DF6833  NAVD 88 orthometric height was determined with geoid model    GEOID99
 DF6833  GEOID HEIGHT    -        -27.811 (meters)                     GEOID99
 DF6833  GEOID HEIGHT    -        -27.861 (meters)                     GEOID18
 DF6833  NAD 83(2011) X  -   -371,056.733 (meters)                     COMP
 DF6833  NAD 83(2011) Y  - -4,592,005.447 (meters)                     COMP
 DF6833  NAD 83(2011) Z  -  4,396,627.055 (meters)                     COMP
 DF6833  LAPLACE CORR    -         -1.86  (seconds)                    DEFLEC18
 DF6833
 DF6833  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DF6833  Standards:
 DF6833         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DF6833            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DF6833  -------------------------------------------------------------------
 DF6833  NETWORK    0.41   0.41           0.19   0.13   0.21     -0.02229535
 DF6833  -------------------------------------------------------------------
 DF6833  Click here for local accuracies and other accuracy information.
 DF6833
 DF6833.The horizontal coordinates were established by GPS observations
 DF6833.and adjusted by the National Geodetic Survey in June 2012.
 DF6833
 DF6833.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DF6833.been affixed to the stable North American tectonic plate. See 
 DF6833.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DF6833
 DF6833.The horizontal coordinates are valid at the epoch date displayed above
 DF6833.which is a decimal equivalence of Year/Month/Day.
 DF6833
 DF6833.The orthometric height was determined by GPS observations and a
 DF6833.high-resolution geoid model.
 DF6833
 DF6833.Significant digits in the geoid height do not necessarily reflect accuracy.
 DF6833.GEOID18 height accuracy estimate available here.
 DF6833
 DF6833.Click photographs - Photos may exist for this station.
 DF6833
 DF6833.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DF6833
 DF6833.The Laplace correction was computed from DEFLEC18 derived deflections.
 DF6833
 DF6833.The ellipsoidal height was determined by GPS observations
 DF6833.and is referenced to NAD 83.
 DF6833
 DF6833. The following values were computed from the NAD 83(2011) position.
 DF6833
 DF6833;                    North         East     Units Scale Factor Converg.
 DF6833;SPC MN S     -   195,069.261   750,172.027   MT  0.99998545   -0 26 03.8
 DF6833;SPC MN S     -   639,989.73  2,461,189.39   sFT  0.99998545   -0 26 03.8
 DF6833;UTM  15      - 4,856,922.262   369,819.462   MT  0.99980844   -1 07 20.5
 DF6833
 DF6833!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF6833!SPC MN S     -   0.99994881  x   0.99998545  =   0.99993426
 DF6833!UTM  15      -   0.99994881  x   0.99980844  =   0.99975726
 DF6833
 DF6833_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUJ6981956922(NAD 83)
 DF6833
 DF6833                          SUPERSEDED SURVEY CONTROL
 DF6833
 DF6833  NAD 83(2007)-  43 51 14.07849(N)    094 37 11.08211(W) AD(2002.00) 0
 DF6833  ELLIP H (02/10/07)  326.524  (m)                       GP(2002.00)    
 DF6833  NAD 83(1996)-  43 51 14.07781(N)    094 37 11.08146(W) AD(       ) 1
 DF6833  ELLIP H (08/01/03)  326.559  (m)                       GP(       ) 3 1
 DF6833
 DF6833.Superseded values are not recommended for survey control.
 DF6833
 DF6833.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF6833.See file dsdata.pdf to determine how the superseded data were derived.
 DF6833
 DF6833_MARKER: DD = SURVEY DISK
 DF6833_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 DF6833_STAMPING: 25 DWB 1967 1162
 DF6833_MARK LOGO: USGS
 DF6833_PROJECTION: FLUSH
 DF6833_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DF6833_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DF6833_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DF6833+SATELLITE: SATELLITE OBSERVATIONS - August 29, 2023
 DF6833
 DF6833  HISTORY     - Date     Condition        Report By
 DF6833  HISTORY     - 19670401 MONUMENTED       USGS
 DF6833  HISTORY     - 20021002 GOOD             MNDT
 DF6833  HISTORY     - 20041208 GOOD             MNDT
 DF6833  HISTORY     - 20150513 GOOD             MNDT
 DF6833  HISTORY     - 20230829 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.
 DF6833
 DF6833                          STATION RECOVERY (2015)
 DF6833
 DF6833'RECOVERY NOTE BY MN DEPT OF TRANSP 2015 (KMS)
 DF6833'4.0 MI (6.4 KM) EAST OF ORMSBY, 3.85 MI (6.2 KM) EAST ALONG COUNTY
 DF6833'ROAD 8  FROM THE JUNCTION OF COUNTY ROAD 8 AND TRUNK HIGHWAY 4 IN
 DF6833'ORMSBY, THEN 0.4 MI (0.6 KM) NORTH ON COUNTY ROAD 27, 206 FT (62.8 M)
 DF6833'SOUTH OF FARM DRIVEWAY NUMBER 43565, 112.6 FT (34.3 M) SOUTHEAST OF
 DF6833'THE SOUTHEAST CORNER OF METAL SHED, 85.0 FT (25.9 M) WEST OF COUNTY
 DF6833'ROAD 27
 DF6833
 DF6833                          STATION RECOVERY (2023)
 DF6833
 DF6833'RECOVERY NOTE BY MN DEPT OF TRANSP 2023 (KMS)
 DF6833'4.0 MI (6.4 KM) EAST OF ORMSBY, 3.85 MI (6.19 KM) EAST ALONG COUNTY
 DF6833'ROAD 8 (250TH STREET) FROM THE JUNCTION OF COUNTY ROAD 8 AND TRUNK
 DF6833'HIGHWAY 4 IN ORMSBY, THEN 0.4 MI (0.6 KM) NORTH ON COUNTY ROAD 27,
 DF6833'206.0 FT (62.8 M) SOUTH OF A FARM DRIVEWAY NUMBER 43565, 112.6 FT
 DF6833'(34.3 M) SOUTHEAST OF THE SOUTHEAST CORNER OF A METAL SHED, 85.0 FT
 DF6833'(25.9 M) WEST OF COUNTY ROAD 27 (730TH AVENUE).  A FIELD DISK IS BEING
 DF6833'USED AS A COVER.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DL2328 ***********************************************************************
 DL2328  DESIGNATION -  25 HEH
 DL2328  PID         -  DL2328
 DL2328  STATE/COUNTY-  MN/ROSEAU
 DL2328  COUNTRY     -  US
 DL2328  USGS QUAD   -  PINECREEK (2019)
 DL2328
 DL2328                         *CURRENT SURVEY CONTROL
 DL2328  ______________________________________________________________________
 DL2328* NAD 83(2011) POSITION- 48 57 48.47860(N) 095 54 07.09952(W)   ADJUSTED
 DL2328* NAD 83(2011) ELLIP HT-   289.826 (meters)        (06/27/12)   ADJUSTED
 DL2328* NAD 83(2011) EPOCH   -  2010.00
 DL2328* NAVD 88 ORTHO HEIGHT -   317.7   (meters)     1042.    (feet) GPS OBS
 DL2328  ______________________________________________________________________
 DL2328  NAVD 88 orthometric height was determined with geoid model    GEOID03
 DL2328  GEOID HEIGHT    -        -27.837 (meters)                     GEOID03
 DL2328  GEOID HEIGHT    -        -27.889 (meters)                     GEOID18
 DL2328  NAD 83(2011) X  -   -431,429.336 (meters)                     COMP
 DL2328  NAD 83(2011) Y  - -4,173,450.487 (meters)                     COMP
 DL2328  NAD 83(2011) Z  -  4,788,110.886 (meters)                     COMP
 DL2328  LAPLACE CORR    -         -4.28  (seconds)                    DEFLEC18
 DL2328
 DL2328  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DL2328  Standards:
 DL2328         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DL2328            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DL2328  -------------------------------------------------------------------
 DL2328  NETWORK    0.53   0.47           0.24   0.18   0.24      0.13326802
 DL2328  -------------------------------------------------------------------
 DL2328  Click here for local accuracies and other accuracy information.
 DL2328
 DL2328.The horizontal coordinates were established by GPS observations
 DL2328.and adjusted by the National Geodetic Survey in June 2012.
 DL2328
 DL2328.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DL2328.been affixed to the stable North American tectonic plate. See 
 DL2328.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DL2328
 DL2328.The horizontal coordinates are valid at the epoch date displayed above
 DL2328.which is a decimal equivalence of Year/Month/Day.
 DL2328
 DL2328.The orthometric height was determined by GPS observations and a
 DL2328.high-resolution geoid model.
 DL2328
 DL2328.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL2328.GEOID18 height accuracy estimate available here.
 DL2328
 DL2328.Click photographs - Photos may exist for this station.
 DL2328
 DL2328.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DL2328
 DL2328.The Laplace correction was computed from DEFLEC18 derived deflections.
 DL2328
 DL2328.The ellipsoidal height was determined by GPS observations
 DL2328.and is referenced to NAD 83.
 DL2328
 DL2328. The following values were computed from the NAD 83(2011) position.
 DL2328
 DL2328;                    North         East     Units Scale Factor Converg.
 DL2328;SPC MN N     -   377,614.119   594,849.694   MT  1.00009750   -2 04 36.8
 DL2328;SPC MN N     - 1,238,888.99  1,951,602.70   sFT  1.00009750   -2 04 36.8
 DL2328;UTM  15      - 5,427,453.415   287,599.683   MT  1.00015425   -2 11 23.1
 DL2328
 DL2328!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DL2328!SPC MN N     -   0.99995458  x   1.00009750  =   1.00005208
 DL2328!UTM  15      -   0.99995458  x   1.00015425  =   1.00010883
 DL2328
 DL2328_U.S. NATIONAL GRID SPATIAL ADDRESS: 15UTQ8759927453(NAD 83)
 DL2328
 DL2328                          SUPERSEDED SURVEY CONTROL
 DL2328
 DL2328  NAD 83(2007)-  48 57 48.47867(N)    095 54 07.10034(W) AD(2002.00) 1
 DL2328  ELLIP H (04/01/09)  289.862  (m)                       GP(2002.00) 4 1
 DL2328
 DL2328.Superseded values are not recommended for survey control.
 DL2328
 DL2328.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL2328.See file dsdata.pdf to determine how the superseded data were derived.
 DL2328
 DL2328_MARKER: DD = SURVEY DISK
 DL2328_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL2328_STAMPING: 1041 25 HEH 1966
 DL2328_MARK LOGO: USGS
 DL2328_PROJECTION: PROJECTING 20 CENTIMETERS
 DL2328_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DL2328_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DL2328+STABILITY: SURFACE MOTION
 DL2328_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DL2328+SATELLITE: SATELLITE OBSERVATIONS - October 11, 2021
 DL2328
 DL2328  HISTORY     - Date     Condition        Report By
 DL2328  HISTORY     - 1966     MONUMENTED       USGS
 DL2328  HISTORY     - 20091001 GOOD             MNDT
 DL2328  HISTORY     - 20211011 GOOD             MNDT
 DL2328
 DL2328                          STATION DESCRIPTION
 DL2328
 DL2328'DESCRIBED BY MN DEPT OF TRANSP 2009 (DKH)
 DL2328'THE MARK WAS RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.
 DL2328'THE MARK IS 8.0 MILES NORTH AND 6.0 MILES WEST OF ROSEAU, 3.0 MILES
 DL2328'NORTH ALONG TRUNK HIGHWAY 310 FROM THE JUNCTION OF TRUNK HIGHWAY 11
 DL2328'AND TRUNK HIGHWAY 89 IN ROSEAU, TO TRUNK HIGHWAY 310 MILEPOINT 2.95,
 DL2328'THENCE 3.0 MILES WEST ALONG 340TH STREET, THENCE 5.2 MILES NORTH ALONG
 DL2328'390TH AVENUE, THENCE 0.9 MILE WEST ON 390TH STREET, THENCE 2.0 MILES
 DL2328'WEST ON COUNTY ROAD 118, 75 FEET SOUTH OF COUNTY ROAD 118, 161 FEET
 DL2328'WEST OF DRIVE SOUTH, 3.5 FEET EAST OF POWER POLE WITH WITNESS POST.
 DL2328
 DL2328                          STATION RECOVERY (2021)
 DL2328
 DL2328'RECOVERY NOTE BY MN DEPT OF TRANSP 2021 (KMS)
 DL2328'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 PQ0558 ***********************************************************************
 PQ0558  DESIGNATION -  25 LMT
 PQ0558  PID         -  PQ0558
 PQ0558  STATE/COUNTY-  MN/YELLOW MEDICINE
 PQ0558  COUNTRY     -  US
 PQ0558  USGS QUAD   -  HAZEL RUN (2019)
 PQ0558
 PQ0558                         *CURRENT SURVEY CONTROL
 PQ0558  ______________________________________________________________________
 PQ0558* NAD 83(1986) POSITION- 44 51 36.01   (N) 095 37 54.16   (W)   HD_HELD1
 PQ0558* NAVD 88 ORTHO HEIGHT -   286.861 (meters)      941.14  (feet) ADJUSTED
 PQ0558  ______________________________________________________________________
 PQ0558  GEOID HEIGHT    -        -26.470 (meters)                     GEOID18
 PQ0558  DYNAMIC HEIGHT  -        286.840 (meters)      941.07  (feet) COMP
 PQ0558  MODELED GRAVITY -    980,533.8   (mgal)                       NAVD 88
 PQ0558
 PQ0558  VERT ORDER      -  SECOND    CLASS I
 PQ0558
 PQ0558.The horizontal coordinates were determined by differentially corrected
 PQ0558.hand held GPS observations or other comparable positioning techniques
 PQ0558.and have an estimated accuracy of +/- 3 meters.
 PQ0558
 PQ0558.The orthometric height was determined by differential leveling and
 PQ0558.adjusted by the NATIONAL GEODETIC SURVEY
 PQ0558.in June 2017.
 PQ0558
 PQ0558.Significant digits in the geoid height do not necessarily reflect accuracy.
 PQ0558.GEOID18 height accuracy estimate available here.
 PQ0558
 PQ0558.Click photographs - Photos may exist for this station.
 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     -   307,956.7     671,047.9     MT  (+/- 3 meters HH1 GPS) 
 PQ0558
 PQ0558_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTK9207570768(NAD 83)
 PQ0558
 PQ0558                          SUPERSEDED SURVEY CONTROL
 PQ0558
 PQ0558  NAVD 88 (02/14/00)  286.868  (m)          941.17   (f) SUPERSEDED  1 2
 PQ0558  NAVD 88 (06/15/91)  286.879  (m)          941.20   (f) SUPERSEDED  2 0
 PQ0558  NGVD 29 (??/??/92)  286.717  (m)          940.67   (f) ADJ UNCH    2 0
 PQ0558
 PQ0558.Superseded values are not recommended for survey control.
 PQ0558
 PQ0558.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PQ0558.See file dsdata.pdf to determine how the superseded data were derived.
 PQ0558
 PQ0558_MARKER: DD = SURVEY DISK
 PQ0558_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 PQ0558_STAMPING: 25 LMT 1964 941
 PQ0558_MARK LOGO: USGS
 PQ0558_PROJECTION: RECESSED 30 CENTIMETERS
 PQ0558_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 PQ0558_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PQ0558_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PQ0558+SATELLITE: SATELLITE OBSERVATIONS - April 30, 2015
 PQ0558
 PQ0558  HISTORY     - Date     Condition        Report By
 PQ0558  HISTORY     - 19640401 MONUMENTED       USGS
 PQ0558  HISTORY     - 1975     GOOD             MNDT
 PQ0558  HISTORY     - 19980825 GOOD             NGS
 PQ0558  HISTORY     - 20150430 GOOD             MNDT
 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.
 PQ0558
 PQ0558                          STATION RECOVERY (2015)
 PQ0558
 PQ0558'RECOVERY NOTE BY MN DEPT OF TRANSP 2015 (KMS)
 PQ0558'THE MARK IS LOCATED ABOUT 5.5 MI (8.8 KM) NORTHWEST OF GRANITE FALLS.
 PQ0558'
 PQ0558'TO REACH THE MARK GO 4.95 MI (7.96 KM) NORTHWEST ALONG TRUNK HIGHWAY
 PQ0558'212 FROM WEST JUNCTION OF TRUNK HIGHWAY 212 AND TRUNK HIGHWAY 67 IN
 PQ0558'GRANITE FALLS, AT TRUNK HIGHWAY 212 MILE POINT 43.
 PQ0558'
 PQ0558'THE MARK IS LOCATED 63.5 FT (19.4 M) SOUTHWEST OF TRUNK HIGHWAY 212,
 PQ0558'37.1 FT (11.3 M) SOUTHWEST OF TRUNK HIGHWAY 212 MILEPOST 43, 39 FT
 PQ0558'(11.9 M) SOUTHEAST OF DRIVEWAY NUMBERS 5073 AND 5075, 26.1 FT (8.0 M)
 PQ0558'SOUTH OF POWER POLE NUMBER 143, 2.5 FT (0.8 M) SOUTHWEST OF A WITNESS
 PQ0558'POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 OO0431 ***********************************************************************
 OO0431  DESIGNATION -  25 LMT
 OO0431  PID         -  OO0431
 OO0431  STATE/COUNTY-  MN/MOWER
 OO0431  COUNTRY     -  US
 OO0431  USGS QUAD   -  DEXTER (2019)
 OO0431
 OO0431                         *CURRENT SURVEY CONTROL
 OO0431  ______________________________________________________________________
 OO0431* NAD 83(1986) POSITION- 43 40 23.     (N) 092 44 57.     (W)   SCALED
 OO0431* NAVD 88 ORTHO HEIGHT -   398.359 (meters)     1306.95  (feet) ADJUSTED
 OO0431  ______________________________________________________________________
 OO0431  GEOID HEIGHT    -        -29.624 (meters)                     GEOID18
 OO0431  DYNAMIC HEIGHT  -        398.264 (meters)     1306.64  (feet) COMP
 OO0431  MODELED GRAVITY -    980,368.8   (mgal)                       NAVD 88
 OO0431
 OO0431  VERT ORDER      -  SECOND    CLASS I
 OO0431
 OO0431.The horizontal coordinates were scaled from a map and have
 OO0431.an estimated accuracy of +/- 6 seconds.
 OO0431
 OO0431.The orthometric height was determined by differential leveling and
 OO0431.adjusted by the NATIONAL GEODETIC SURVEY
 OO0431.in June 1991.
 OO0431
 OO0431.Significant digits in the geoid height do not necessarily reflect accuracy.
 OO0431.GEOID18 height accuracy estimate available here.
 OO0431
 OO0431.Click photographs - Photos may exist for this station.
 OO0431
 OO0431.The dynamic height is computed by dividing the NAVD 88
 OO0431.geopotential number by the normal gravity value computed on the
 OO0431.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OO0431.degrees latitude (g = 980.6199 gals.).
 OO0431
 OO0431.The modeled gravity was interpolated from observed gravity values.
 OO0431
 OO0431;                    North         East    Units  Estimated Accuracy
 OO0431;SPC MN S     -   175,560.      900,870.      MT  (+/- 180 meters Scaled)
 OO0431
 OO0431_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWJ202355(NAD 83)
 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
 OO0431.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OO0431.See file dsdata.pdf to determine how the superseded data were derived.
 OO0431
 OO0431_MARKER: DD = SURVEY DISK
 OO0431_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 OO0431_STAMPING: 1307 25 LMT 1963
 OO0431_MARK LOGO: USGS
 OO0431_PROJECTION: RECESSED 15 CENTIMETERS
 OO0431_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 OO0431_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OO0431_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 OO0431+SATELLITE: SATELLITE OBSERVATIONS - July 02, 2024
 OO0431
 OO0431  HISTORY     - Date     Condition        Report By
 OO0431  HISTORY     - 1963     MONUMENTED       USGS
 OO0431  HISTORY     - 1970     GOOD             MNHD
 OO0431  HISTORY     - 20080123 GOOD             MNDT
 OO0431  HISTORY     - 20160802 GOOD             MNDT
 OO0431  HISTORY     - 20240702 GOOD             MNDT
 OO0431
 OO0431                          STATION DESCRIPTION
 OO0431
 OO0431'DESCRIBED BY MN HIGHWAY DEPT 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, T102N, R16W.
 OO0431
 OO0431                          STATION RECOVERY (2008)
 OO0431
 OO0431'RECOVERY NOTE BY MN DEPT OF TRANSP 2008 (DAS)
 OO0431'RECOVERED AS DESCRIBED.
 OO0431
 OO0431                          STATION RECOVERY (2016)
 OO0431
 OO0431'RECOVERY NOTE BY MN DEPT OF TRANSP 2016 (MAS)
 OO0431'3.5 MI (5.6 KM) SOUTHWEST OF DEXTER, 3.5 MI (5.6 KM) SOUTHWEST ON
 OO0431'INTERSTATE HIGHWAY 90 FROM THE JUNCTION OF INTERSTATE HIGHWAY 90 AND
 OO0431'TRUNK HIGHWAY 16 IN DEXTER TO INTERSTATE HIGHWAY 90 MILE POINT 189.90,
 OO0431'THEN 0.10 MI (0.16 KM) SOUTH ON 650TH AVENUE, 27.5 FT (8.4 M) WEST OF
 OO0431'650TH AVENUE, AT SOUTHEAST CORNER OF SAINT JOHN CEMETERY, 1 FT (0.3 M)
 OO0431'EAST OF A WITNESS POST.
 OO0431
 OO0431                          STATION RECOVERY (2024)
 OO0431
 OO0431'RECOVERY NOTE BY MN DEPT OF TRANSP 2024 (TJD)
 OO0431'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DH5940 ***********************************************************************
 DH5940  DESIGNATION -  25 LNB
 DH5940  PID         -  DH5940
 DH5940  STATE/COUNTY-  MN/OTTER TAIL
 DH5940  COUNTRY     -  US
 DH5940  USGS QUAD   -  EAGLE BEND NW (2019)
 DH5940
 DH5940                         *CURRENT SURVEY CONTROL
 DH5940  ______________________________________________________________________
 DH5940* NAD 83(1986) POSITION- 46 14 18.     (N) 095 12 28.     (W)   SCALED
 DH5940* NAVD 88 ORTHO HEIGHT -   438.834 (meters)     1439.74  (feet) ADJUSTED
 DH5940  ______________________________________________________________________
 DH5940  GEOID HEIGHT    -        -26.651 (meters)                     GEOID18
 DH5940  DYNAMIC HEIGHT  -        438.834 (meters)     1439.74  (feet) COMP
 DH5940  MODELED GRAVITY -    980,600.6   (mgal)                       NAVD 88
 DH5940
 DH5940  VERT ORDER      -  THIRD
 DH5940
 DH5940.The horizontal coordinates were scaled from a map and have
 DH5940.an estimated accuracy of +/- 6 seconds.
 DH5940
 DH5940.The orthometric height was determined by differential leveling and
 DH5940.adjusted by the NATIONAL GEODETIC SURVEY
 DH5940.in May 2009.
 DH5940
 DH5940.No vertical observational check was made to the station.
 DH5940
 DH5940.Significant digits in the geoid height do not necessarily reflect accuracy.
 DH5940.GEOID18 height accuracy estimate available here.
 DH5940
 DH5940.Click photographs - Photos may exist for this station.
 DH5940
 DH5940.The dynamic height is computed by dividing the NAVD 88
 DH5940.geopotential number by the normal gravity value computed on the
 DH5940.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH5940.degrees latitude (g = 980.6199 gals.).
 DH5940
 DH5940.The modeled gravity was interpolated from observed gravity values.
 DH5940
 DH5940;                    North         East    Units  Estimated Accuracy
 DH5940;SPC MN C     -   238,080.      726,130.      MT  (+/- 180 meters Scaled)
 DH5940
 DH5940_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUM297228(NAD 83)
 DH5940
 DH5940                          SUPERSEDED SURVEY CONTROL
 DH5940
 DH5940.No superseded survey control is available for this station.
 DH5940
 DH5940_MARKER: DD = SURVEY DISK
 DH5940_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 DH5940+WITH SETTING: PAVEMENT
 DH5940_SP_SET: SIGN BASE
 DH5940_STAMPING: 25 LNB 1967
 DH5940_MARK LOGO: USGS
 DH5940_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DH5940+STABILITY: SURFACE MOTION
 DH5940_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DH5940+SATELLITE: SATELLITE OBSERVATIONS - July 08, 2009
 DH5940
 DH5940  HISTORY     - Date     Condition        Report By
 DH5940  HISTORY     - 19670401 MONUMENTED       USGS
 DH5940  HISTORY     - 20090708 GOOD             MNDT
 DH5940
 DH5940                          STATION DESCRIPTION
 DH5940
 DH5940'DESCRIBED BY US GEOLOGICAL SURVEY 1967 (LLB)
 DH5940'BERTHA, 2.0 MI (3.2 KM) S. AND 7.0 MI (11.3 KM) W. OF, ALMORA, 0.5 MI
 DH5940'(0.8 KM) S. AND 7.5 MI (12.1 KM) E. OF, NEAR COR. SECS. 15, 16, 21 AND
 DH5940'22, T. 132 N., R. 36 W., 53 FT (16.2 M) N. AND 104 FT (31.7 M) E. AN
 DH5940'1.4 FT (0.4 M) LOWER THAN CO. HWY. 40 AT CROSSROAD, 28 FT (8.5 M) E.
 DH5940'OF SE. COR. OF A STORE, IN TOP OF NE. COR. OF CONCRETE FOUNDATION FOR
 DH5940'A SIGN, A STANDARD TABLET STAMPED 25 LNB 1967
 DH5940
 DH5940                          STATION RECOVERY (2009)
 DH5940
 DH5940'RECOVERY NOTE BY MN DEPT OF TRANSP 2009 (PJG)
 DH5940'2.0 MI (3.2 KM) SOUTH AND 7.0 MI (11.3 KM) WEST OF BERTHA, 0.5 MI (0.8
 DH5940'KM) SOUTH AND 7.5 MI (12.1 KM) EAST OF ALMORA, 53 FT (16.2 M) NORTH
 DH5940'AND 104 FT (31.7 M) EAST OF THE JUNCTION OF COUNTY ROAD 40-COUNTY ROAD
 DH5940'42 SOUTH AND TOWNSHIP ROAD NORTH, 28 FT (8.5 M) EAST OF THE SOUTHEAST
 DH5940'CORNER OF STORE, IN NORTHEAST CORNER OF SIGN FOUNDATION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DM1931 ***********************************************************************
 DM1931  HT_MOD      -  This is a Height Modernization Survey Station.
 DM1931  DESIGNATION -  25 RB RESET
 DM1931  PID         -  DM1931
 DM1931  STATE/COUNTY-  MN/SWIFT
 DM1931  COUNTRY     -  US
 DM1931  USGS QUAD   -  LAKE SIMON (2019)
 DM1931
 DM1931                         *CURRENT SURVEY CONTROL
 DM1931  ______________________________________________________________________
 DM1931* NAD 83(2011) POSITION- 45 23 02.59546(N) 095 17 46.52017(W)   ADJUSTED
 DM1931* NAD 83(2011) ELLIP HT-   346.475 (meters)        (06/27/12)   ADJUSTED
 DM1931* NAD 83(2011) EPOCH   -  2010.00
 DM1931* NAVD 88 ORTHO HEIGHT -   372.96  (meters)     1223.6   (feet) GPS OBS
 DM1931  ______________________________________________________________________
 DM1931  NAVD 88 orthometric height was determined with geoid model    GEOID03
 DM1931  GEOID HEIGHT    -        -26.400 (meters)                     GEOID03
 DM1931  GEOID HEIGHT    -        -26.491 (meters)                     GEOID18
 DM1931  NAD 83(2011) X  -   -414,225.844 (meters)                     COMP
 DM1931  NAD 83(2011) Y  - -4,468,393.952 (meters)                     COMP
 DM1931  NAD 83(2011) Z  -  4,517,674.449 (meters)                     COMP
 DM1931  LAPLACE CORR    -         -0.98  (seconds)                    DEFLEC18
 DM1931
 DM1931  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DM1931  Standards:
 DM1931         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DM1931            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DM1931  -------------------------------------------------------------------
 DM1931  NETWORK    0.41   0.57           0.19   0.13   0.29     -0.04031398
 DM1931  -------------------------------------------------------------------
 DM1931  Click here for local accuracies and other accuracy information.
 DM1931
 DM1931.The horizontal coordinates were established by GPS observations
 DM1931.and adjusted by the National Geodetic Survey in June 2012.
 DM1931
 DM1931.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DM1931.been affixed to the stable North American tectonic plate. See 
 DM1931.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DM1931
 DM1931.The horizontal coordinates are valid at the epoch date displayed above
 DM1931.which is a decimal equivalence of Year/Month/Day.
 DM1931
 DM1931.The orthometric height was determined by GPS observations and a
 DM1931.high-resolution geoid model using precise GPS observation and
 DM1931.processing techniques.
 DM1931
 DM1931.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM1931.GEOID18 height accuracy estimate available here.
 DM1931
 DM1931.Click photographs - Photos may exist for this station.
 DM1931
 DM1931.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DM1931
 DM1931.The Laplace correction was computed from DEFLEC18 derived deflections.
 DM1931
 DM1931.The ellipsoidal height was determined by GPS observations
 DM1931.and is referenced to NAD 83.
 DM1931
 DM1931. The following values were computed from the NAD 83(2011) position.
 DM1931
 DM1931;                    North         East     Units Scale Factor Converg.
 DM1931;SPC MN S     -   365,713.667   698,479.544   MT  1.00004089   -0 54 30.9
 DM1931;SPC MN S     - 1,199,845.59  2,291,594.97   sFT  1.00004089   -0 54 30.9
 DM1931;UTM  15      - 5,028,180.296   320,233.634   MT  0.99999734   -1 38 05.9
 DM1931
 DM1931!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DM1931!SPC MN S     -   0.99994568  x   1.00004089  =   0.99998657
 DM1931!UTM  15      -   0.99994568  x   0.99999734  =   0.99994302
 DM1931
 DM1931_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUL2023328180(NAD 83)
 DM1931
 DM1931                          SUPERSEDED SURVEY CONTROL
 DM1931
 DM1931  NAD 83(2007)-  45 23 02.59533(N)    095 17 46.52097(W) AD(2002.00) 1
 DM1931  ELLIP H (08/04/10)  346.498  (m)                       GP(2002.00) 3 1
 DM1931
 DM1931.Superseded values are not recommended for survey control.
 DM1931
 DM1931.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DM1931.See file dsdata.pdf to determine how the superseded data were derived.
 DM1931
 DM1931_MARKER: DD = SURVEY DISK
 DM1931_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 DM1931_STAMPING: 25 RB 1966
 DM1931_MARK LOGO: USGS
 DM1931_PROJECTION: PROJECTING 5 CENTIMETERS
 DM1931_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DM1931_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DM1931_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DM1931+SATELLITE: SATELLITE OBSERVATIONS - June 01, 2021
 DM1931
 DM1931  HISTORY     - Date     Condition        Report By
 DM1931  HISTORY     - 19660401 MONUMENTED       USGS
 DM1931  HISTORY     - 20061122 GOOD             MNDT
 DM1931  HISTORY     - 20210601 GOOD             MNDT
 DM1931
 DM1931                          STATION DESCRIPTION
 DM1931
 DM1931'DESCRIBED BY MN DEPT OF TRANSP 2006 (CAG)
 DM1931'THE MARK WAS RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.
 DM1931'THE MARK IS 3.6 MILES NORTHWEST OF SUNBURG, 2.9 MILES WEST ALONG TRUNK
 DM1931'HIGHWAY 9 AND TRUNK HIGHWAY 104 FROM THE JUNCTION OF TRUNK HIGHWAY 9
 DM1931'AND TRUNK HIGHWAY 104 (CENTRAL AVENUE) IN SUNBERG, THEN 2.0 MILES
 DM1931'NORTH ON 160TH AVENUE, 131 FEET NORTH AND 35 FEET EAST OF CROSSROADS,
 DM1931'1.4 FEET WEST OF STEEL FENCE POST, 3.0 FEET NORTH OF WITNESS POST.
 DM1931
 DM1931                          STATION RECOVERY (2021)
 DM1931
 DM1931'RECOVERY NOTE BY MN DEPT OF TRANSP 2021 (SEL)
 DM1931'3.6 MI (5.8 KM) NORTHWEST OF SUNBURG, 2.9 MI (4.7 KM) WEST ALONG TRUNK
 DM1931'HIGHWAY 9 AND TRUNK HIGHWAY 104 FROM THE JUNCTION OF TRUNK HIGHWAY 9
 DM1931'AND TRUNK HIGHWAY 7 IN SUNBERG, THEN 2.0 MI (3.2 KM) NORTH ON 160TH
 DM1931'AVENUE, 131.0 FT (39.9 M) NORTH AND 35.0 FT (10.7 M) EAST OF THE
 DM1931'CROSSROADS, 1.4 FT (0.4 M) WEST OF A STEEL FENCE POST, 3.0 FT (0.9 M)
 DM1931'NORTH OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 ON0670 ***********************************************************************
 ON0670  DESIGNATION -  25 RWM
 ON0670  PID         -  ON0670
 ON0670  STATE/COUNTY-  MN/FILLMORE
 ON0670  COUNTRY     -  US
 ON0670  USGS QUAD   -  BRATSBERG (2019)
 ON0670
 ON0670                         *CURRENT SURVEY CONTROL
 ON0670  ______________________________________________________________________
 ON0670* NAD 83(2011) POSITION- 43 43 51.75399(N) 091 45 00.74190(W)   ADJUSTED
 ON0670* NAD 83(2011) ELLIP HT-   337.660 (meters)        (06/27/12)   ADJUSTED
 ON0670* NAD 83(2011) EPOCH   -  2010.00
 ON0670* NAVD 88 ORTHO HEIGHT -   367.946 (meters)     1207.17  (feet) ADJUSTED
 ON0670  ______________________________________________________________________
 ON0670  GEOID HEIGHT    -        -30.283 (meters)                     GEOID18
 ON0670  NAD 83(2011) X  -   -140,995.469 (meters)                     COMP
 ON0670  NAD 83(2011) Y  - -4,614,275.150 (meters)                     COMP
 ON0670  NAD 83(2011) Z  -  4,386,779.825 (meters)                     COMP
 ON0670  LAPLACE CORR    -         -3.97  (seconds)                    DEFLEC18
 ON0670  DYNAMIC HEIGHT  -        367.879 (meters)     1206.95  (feet) COMP
 ON0670  MODELED GRAVITY -    980,425.8   (mgal)                       NAVD 88
 ON0670
 ON0670  VERT ORDER      -  SECOND    CLASS I
 ON0670
 ON0670  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 ON0670  Standards:
 ON0670         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 ON0670            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 ON0670  -------------------------------------------------------------------
 ON0670  NETWORK    0.46   0.63           0.21   0.16   0.32      0.01057611
 ON0670  -------------------------------------------------------------------
 ON0670  Click here for local accuracies and other accuracy information.
 ON0670
 ON0670.The horizontal coordinates were established by GPS observations
 ON0670.and adjusted by the National Geodetic Survey in June 2012.
 ON0670
 ON0670.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 ON0670.been affixed to the stable North American tectonic plate. See 
 ON0670.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 ON0670
 ON0670.The horizontal coordinates are valid at the epoch date displayed above
 ON0670.which is a decimal equivalence of Year/Month/Day.
 ON0670
 ON0670.The orthometric height was determined by differential leveling and
 ON0670.adjusted by the NATIONAL GEODETIC SURVEY
 ON0670.in June 1991.
 ON0670
 ON0670.Significant digits in the geoid height do not necessarily reflect accuracy.
 ON0670.GEOID18 height accuracy estimate available here.
 ON0670
 ON0670.Click photographs - Photos may exist for this station.
 ON0670
 ON0670.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 ON0670
 ON0670.The Laplace correction was computed from DEFLEC18 derived deflections.
 ON0670
 ON0670.The ellipsoidal height was determined by GPS observations
 ON0670.and is referenced to NAD 83.
 ON0670
 ON0670.The dynamic height is computed by dividing the NAVD 88
 ON0670.geopotential number by the normal gravity value computed on the
 ON0670.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ON0670.degrees latitude (g = 980.6199 gals.).
 ON0670
 ON0670.The modeled gravity was interpolated from observed gravity values.
 ON0670
 ON0670. The following values were computed from the NAD 83(2011) position.
 ON0670
 ON0670;                    North         East     Units Scale Factor Converg.
 ON0670;SPC MN S     -   183,723.040   981,239.794   MT  1.00001174   +1 34 37.0
 ON0670;SPC MN S     -   602,764.67  3,219,284.22   sFT  1.00001174   +1 34 37.0
 ON0670;UTM  15      - 4,842,759.984   600,653.017   MT  0.99972461   +0 51 50.5
 ON0670
 ON0670!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ON0670!SPC MN S     -   0.99994705  x   1.00001174  =   0.99995879
 ON0670!UTM  15      -   0.99994705  x   0.99972461  =   0.99967168
 ON0670
 ON0670_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXJ0065342759(NAD 83)
 ON0670
 ON0670                          SUPERSEDED SURVEY CONTROL
 ON0670
 ON0670  NAD 83(2007)-  43 43 51.75413(N)    091 45 00.74299(W) AD(2002.00) 1
 ON0670  ELLIP H (09/09/09)  337.706  (m)                       GP(2002.00) 4 1
 ON0670  NAVD 88             367.95   (m)         1207.2    (f) LEVELING    3  
 ON0670
 ON0670.Superseded values are not recommended for survey control.
 ON0670
 ON0670.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ON0670.See file dsdata.pdf to determine how the superseded data were derived.
 ON0670
 ON0670_MARKER: DD = SURVEY DISK
 ON0670_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 ON0670_STAMPING: 25 RWM 1963
 ON0670_MARK LOGO: USGS
 ON0670_PROJECTION: FLUSH
 ON0670_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 ON0670_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 ON0670_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ON0670+SATELLITE: SATELLITE OBSERVATIONS - July 30, 2024
 ON0670
 ON0670  HISTORY     - Date     Condition        Report By
 ON0670  HISTORY     - 19630401 MONUMENTED       USGS
 ON0670  HISTORY     - 20080228 GOOD             MNDT
 ON0670  HISTORY     - 20130508 GOOD             MNDT
 ON0670  HISTORY     - 20201209 GOOD             MNDT
 ON0670  HISTORY     - 20240730 GOOD             MNDT
 ON0670
 ON0670                          STATION DESCRIPTION
 ON0670
 ON0670'DESCRIBED BY MN DEPT OF TRANSP 2008 (DJS)
 ON0670'THE MARK WAS RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.
 ON0670'THE MARK IS 5.3 MILES SOUTH OF RUSHFORD, 5.1 MILES SOUTH ON TRUNK
 ON0670'HIGHWAY 43 FROM JUNCTION OF TRUNK HIGHWAY 16 AND TRUNK HIGHWAY 43, 1.0
 ON0670'MILE EAST ON COUNTY ROAD 10, 54.1 FEET SOUTH OF COUNTY ROAD 10, 30
 ON0670'FEET EAST OF 451ST AVENUE, 6.2 FEET EAST OF POWER POLE, 1.4 FEET NORTH
 ON0670'OF WITNESS POST.
 ON0670
 ON0670                          STATION RECOVERY (2013)
 ON0670
 ON0670'RECOVERY NOTE BY MN DEPT OF TRANSP 2013 (DXS)
 ON0670'1.0 MILE EAST-SOUTHEAST OF BRATSBERG, 5.1 MILES SOUTH ALONG TRUNK
 ON0670'HIGHWAY 43 FROM THE SOUTH JUNCTION OF TRUNK HIGHWAY 43 AND TRUNK
 ON0670'HIGHWAY 16 (IN SOUTH RUSHFORD) TO TRUNK HIGHWAY 43 MILEPOINT 16.45,
 ON0670'THEN 1.0 MILE EAST ALONG COUNTY ROAD 10, 54.1 FEET SOUTH OF COUNTY
 ON0670'ROAD 10, 30.0 FEET EAST OF 451ST AVENUE, 6.2 FEET EAST OF POWER POLE,
 ON0670'1.4 FEET NORTH OF WITNESS POST.
 ON0670
 ON0670                          STATION RECOVERY (2020)
 ON0670
 ON0670'RECOVERY NOTE BY MN DEPT OF TRANSP 2020 (KMS)
 ON0670'RECOVERED IN GOOD CONDITION.
 ON0670
 ON0670                          STATION RECOVERY (2024)
 ON0670
 ON0670'RECOVERY NOTE BY MN DEPT OF TRANSP 2024 (KMS)
 ON0670'5.0 MI (8.0 KM) SOUTH OF RUSHFORD, 5.1 MI (8.2 KM) SOUTH ALONG TRUNK
 ON0670'HIGHWAY 43 FROM THE SOUTH JUNCTION OF TRUNK HIGHWAY 43 AND TRUNK
 ON0670'HIGHWAY 16 (IN SOUTH RUSHFORD), TO TRUNK HIGHWAY 43 MILE POINT 16.45,
 ON0670'THEN 1.0 MI (1.6 KM) EAST ON COUNTY ROAD 10, 54.1 FT (16.5 M) SOUTH OF
 ON0670'COUNTY ROAD 10, 30.0 FT (9.1 M) EAST OF 451ST AVENUE, 6.2 FT (1.9 M)
 ON0670'EAST OF A POWER POLE, 1.4 FT (0.4 M) NORTH OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DR3650 ***********************************************************************
 DR3650  HT_MOD      -  This is a Height Modernization Survey Station.
 DR3650  DESIGNATION -  25 SEM
 DR3650  PID         -  DR3650
 DR3650  STATE/COUNTY-  MN/NOBLES
 DR3650  COUNTRY     -  US
 DR3650  USGS QUAD   -  ADRIAN (2019)
 DR3650
 DR3650                         *CURRENT SURVEY CONTROL
 DR3650  ______________________________________________________________________
 DR3650* NAD 83(2011) POSITION- 43 44 48.00972(N) 095 57 16.72345(W)   ADJUSTED
 DR3650* NAD 83(2011) ELLIP HT-   486.494 (meters)        (12/18/19)   ADJUSTED
 DR3650* NAD 83(2011) EPOCH   -  2010.00
 DR3650* NAVD 88 ORTHO HEIGHT -   512.75  (meters)     1682.2   (feet) GPS OBS
 DR3650  ______________________________________________________________________
 DR3650  GEOID HEIGHT    -        -26.256 (meters)                     GEOID18
 DR3650  NAD 83(2011) X  -   -478,800.390 (meters)                     COMP
 DR3650  NAD 83(2011) Y  - -4,590,433.035 (meters)                     COMP
 DR3650  NAD 83(2011) Z  -  4,388,137.226 (meters)                     COMP
 DR3650  LAPLACE CORR    -          1.02  (seconds)                    DEFLEC18
 DR3650
 DR3650  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DR3650  Standards:
 DR3650         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DR3650            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DR3650  -------------------------------------------------------------------
 DR3650  NETWORK    0.75   1.18           0.34   0.26   0.60     -0.10201658
 DR3650  -------------------------------------------------------------------
 DR3650  Click here for local accuracies and other accuracy information.
 DR3650
 DR3650.The horizontal coordinates were established by GPS observations
 DR3650.and adjusted by the MN DEPT OF TRANSP in December 2019.
 DR3650
 DR3650.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DR3650.been affixed to the stable North American tectonic plate. See 
 DR3650.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DR3650
 DR3650.The horizontal coordinates are valid at the epoch date displayed above
 DR3650.which is a decimal equivalence of Year/Month/Day.
 DR3650
 DR3650.The orthometric height was determined by GPS observations and a
 DR3650.high-resolution geoid model using precise GPS observation and
 DR3650.processing techniques.
 DR3650
 DR3650.Significant digits in the geoid height do not necessarily reflect accuracy.
 DR3650.GEOID18 height accuracy estimate available here.
 DR3650
 DR3650.Click photographs - Photos may exist for this station.
 DR3650
 DR3650.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DR3650
 DR3650.The Laplace correction was computed from DEFLEC18 derived deflections.
 DR3650
 DR3650.The ellipsoidal height was determined by GPS observations
 DR3650.and is referenced to NAD 83.
 DR3650
 DR3650. The following values were computed from the NAD 83(2011) position.
 DR3650
 DR3650;                    North         East     Units Scale Factor Converg.
 DR3650;SPC MN S     -   184,847.300   642,573.536   MT  1.00000815   -1 22 12.2
 DR3650;SPC MN S     -   606,453.18  2,108,176.68   sFT  1.00000815   -1 22 12.2
 DR3650;UTM  15      - 4,847,979.979   262,103.573   MT  1.00029616   -2 02 38.4
 DR3650;UTM  14      - 4,848,244.660   745,200.278   MT  1.00033957   +2 06 24.6
 DR3650
 DR3650!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DR3650!SPC MN S     -   0.99992372  x   1.00000815  =   0.99993187
 DR3650!UTM  15      -   0.99992372  x   1.00029616  =   1.00021986
 DR3650!UTM  14      -   0.99992372  x   1.00033957  =   1.00026326
 DR3650
 DR3650_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTJ6210347979(NAD 83)
 DR3650
 DR3650                          SUPERSEDED SURVEY CONTROL
 DR3650
 DR3650.No superseded survey control is available for this station.
 DR3650
 DR3650_MARKER: DD = SURVEY DISK
 DR3650_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 DR3650_STAMPING: 25 SEM 1966 1682
 DR3650_MARK LOGO: USGS
 DR3650_PROJECTION: PROJECTING 5 CENTIMETERS
 DR3650_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DR3650_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DR3650_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DR3650+SATELLITE: SATELLITE OBSERVATIONS - August 19, 2019
 DR3650
 DR3650  HISTORY     - Date     Condition        Report By
 DR3650  HISTORY     - 19660401 MONUMENTED       USGS
 DR3650  HISTORY     - 20190819 GOOD             MNDT
 DR3650
 DR3650                          STATION DESCRIPTION
 DR3650
 DR3650'DESCRIBED BY MN DEPT OF TRANSP 2019 (SXL)
 DR3650'0.4 MILE WEST OF LISMORE, 0.1 MILE WEST ALONG COUNTY ROAD 16 FROM THE
 DR3650'JUNCTION OF COUNTY ROAD 16 AND COUNTY ROAD 71 IN LISMORE, 52.0 FEET
 DR3650'NORTH OF COUNTY ROAD 16, 70.0 FEET WEST OF AN ENTRANCE TO THE EASTERN
 DR3650'FARMERS COOPERATIVE.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DH7965 ***********************************************************************
 DH7965  DESIGNATION -  25 TPA
 DH7965  PID         -  DH7965
 DH7965  STATE/COUNTY-  MN/BELTRAMI
 DH7965  COUNTRY     -  US
 DH7965  USGS QUAD   -  RED LAKE (2019)
 DH7965
 DH7965                         *CURRENT SURVEY CONTROL
 DH7965  ______________________________________________________________________
 DH7965* NAD 83(1986) POSITION- 47 45 37.5    (N) 095 05 12.0    (W)   HD_HELD2
 DH7965* NAVD 88 ORTHO HEIGHT -   403.250 (meters)     1323.00  (feet) ADJUSTED
 DH7965  ______________________________________________________________________
 DH7965  GEOID HEIGHT    -        -27.930 (meters)                     GEOID18
 DH7965  DYNAMIC HEIGHT  -        403.309 (meters)     1323.19  (feet) COMP
 DH7965  MODELED GRAVITY -    980,744.9   (mgal)                       NAVD 88
 DH7965
 DH7965  VERT ORDER      -  SECOND    CLASS I
 DH7965
 DH7965.The horizontal coordinates were established by autonomous hand held GPS
 DH7965.observations and have an estimated accuracy of +/- 10 meters.
 DH7965
 DH7965.The orthometric height was determined by differential leveling and
 DH7965.adjusted by the NATIONAL GEODETIC SURVEY
 DH7965.in October 2007.
 DH7965
 DH7965.Significant digits in the geoid height do not necessarily reflect accuracy.
 DH7965.GEOID18 height accuracy estimate available here.
 DH7965
 DH7965.Click photographs - Photos may exist for this station.
 DH7965
 DH7965.The dynamic height is computed by dividing the NAVD 88
 DH7965.geopotential number by the normal gravity value computed on the
 DH7965.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH7965.degrees latitude (g = 980.6199 gals.).
 DH7965
 DH7965.The modeled gravity was interpolated from observed gravity values.
 DH7965
 DH7965;                    North         East    Units  Estimated Accuracy
 DH7965;SPC MN N     -   242,038.      651,090.      MT  (+/- 10 meters HH2 GPS)
 DH7965
 DH7965_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUN4362891780(NAD 83)
 DH7965
 DH7965                          SUPERSEDED SURVEY CONTROL
 DH7965
 DH7965  NAVD 88 (03/21/06)  403.300  (m)         1323.16   (f) SUPERSEDED  2 1
 DH7965
 DH7965.Superseded values are not recommended for survey control.
 DH7965
 DH7965.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH7965.See file dsdata.pdf to determine how the superseded data were derived.
 DH7965
 DH7965_MARKER: DD = SURVEY 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 = MARCH 21, 2026 06:05:54 EDT
 DQ3021 ***********************************************************************
 DQ3021  DESIGNATION -  25 WRS
 DQ3021  PID         -  DQ3021
 DQ3021  STATE/COUNTY-  MN/BECKER
 DQ3021  COUNTRY     -  US
 DQ3021  USGS QUAD   -  TOAD MOUNTAIN (2019)
 DQ3021
 DQ3021                         *CURRENT SURVEY CONTROL
 DQ3021  ______________________________________________________________________
 DQ3021* NAD 83(1986) POSITION- 46 45 06.97   (N) 095 32 46.69   (W)   HD_HELD1
 DQ3021* NAVD 88 ORTHO HEIGHT -   446.970 (meters)     1466.43  (feet) ADJUSTED
 DQ3021  ______________________________________________________________________
 DQ3021  GEOID HEIGHT    -        -26.710 (meters)                     GEOID18
 DQ3021  DYNAMIC HEIGHT  -        446.994 (meters)     1466.51  (feet) COMP
 DQ3021  MODELED GRAVITY -    980,653.8   (mgal)                       NAVD 88
 DQ3021
 DQ3021  VERT ORDER      -  SECOND    CLASS I
 DQ3021
 DQ3021.The horizontal coordinates were determined by differentially corrected
 DQ3021.hand held GPS observations or other comparable positioning techniques
 DQ3021.and have an estimated accuracy of +/- 3 meters.
 DQ3021
 DQ3021.The orthometric height was determined by differential leveling and
 DQ3021.adjusted by the NATIONAL GEODETIC SURVEY
 DQ3021.in August 2019.
 DQ3021
 DQ3021.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ3021.GEOID18 height accuracy estimate available here.
 DQ3021
 DQ3021.Click photographs - Photos may exist for this station.
 DQ3021
 DQ3021.The dynamic height is computed by dividing the NAVD 88
 DQ3021.geopotential number by the normal gravity value computed on the
 DQ3021.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ3021.degrees latitude (g = 980.6199 gals.).
 DQ3021
 DQ3021.The modeled gravity was interpolated from observed gravity values.
 DQ3021
 DQ3021;                    North         East    Units  Estimated Accuracy
 DQ3021;SPC MN C     -   295,534.7     700,962.5     MT  (+/- 3 meters HH1 GPS) 
 DQ3021
 DQ3021_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUM0552580746(NAD 83)
 DQ3021
 DQ3021                          SUPERSEDED SURVEY CONTROL
 DQ3021
 DQ3021.No superseded survey control is available for this station.
 DQ3021
 DQ3021_MARKER: DB = BENCH MARK DISK
 DQ3021_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DQ3021_STAMPING: 25 WRS 1957 1465
 DQ3021_MARK LOGO: USGS
 DQ3021_PROJECTION: PROJECTING 8 CENTIMETERS
 DQ3021_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DQ3021_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DQ3021+STABILITY: SURFACE MOTION
 DQ3021_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DQ3021+SATELLITE: SATELLITE OBSERVATIONS - August 06, 2015
 DQ3021
 DQ3021  HISTORY     - Date     Condition        Report By
 DQ3021  HISTORY     - 19570401 MONUMENTED       USGS
 DQ3021  HISTORY     - 20150806 GOOD             MNDT
 DQ3021
 DQ3021                          STATION DESCRIPTION
 DQ3021
 DQ3021'DESCRIBED BY MN DEPT OF TRANSP 2015 (KMS)
 DQ3021'THE MARK IS LOCATED ABOUT 7.6 MI (12.2 KM) EAST-NORTHEAST FRAZEE.
 DQ3021'
 DQ3021'TO REACH THE MARK GO 7.8 MI (12.6 KM) EAST-NORTHEAST ALONG TRUNK
 DQ3021'HIGHWAY 87 FROM THE JUNCTION OF TRUNK HIGHWAY 87 AND COUNTY ROAD
 DQ3021'29/COUNTY ROAD 30 IN FRAZEE AT TRUNK HIGHWAY 87 MILE POINT 10.25.
 DQ3021'
 DQ3021'THE MARK IS LOCATED 75.0 FT (22.9 M) SOUTH OF TRUNK HIGHWAY 87, 63.0
 DQ3021'FT (19.2 M) EAST OF DRIVEWAY NUMBER 40789, 1.0 FT (0.3 M) NORTH OF A
 DQ3021'WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DQ7233 ***********************************************************************
 DQ7233  DESIGNATION -  2501 A
 DQ7233  PID         -  DQ7233
 DQ7233  STATE/COUNTY-  MN/GOODHUE
 DQ7233  COUNTRY     -  US
 DQ7233  USGS QUAD   -  DENNISON (2019)
 DQ7233
 DQ7233                         *CURRENT SURVEY CONTROL
 DQ7233  ______________________________________________________________________
 DQ7233* NAD 83(1986) POSITION- 44 28 19.68   (N) 093 01 46.81   (W)   HD_HELD1
 DQ7233* NAVD 88 ORTHO HEIGHT -   280.811 (meters)      921.29  (feet) ADJUSTED
 DQ7233  ______________________________________________________________________
 DQ7233  GEOID HEIGHT    -        -28.881 (meters)                     GEOID18
 DQ7233  DYNAMIC HEIGHT  -        280.773 (meters)      921.17  (feet) COMP
 DQ7233  MODELED GRAVITY -    980,476.4   (mgal)                       NAVD 88
 DQ7233
 DQ7233  VERT ORDER      -  SECOND    CLASS I
 DQ7233
 DQ7233.The horizontal coordinates were determined by differentially corrected
 DQ7233.hand held GPS observations or other comparable positioning techniques
 DQ7233.and have an estimated accuracy of +/- 3 meters.
 DQ7233
 DQ7233.The orthometric height was determined by differential leveling and
 DQ7233.adjusted by the NATIONAL GEODETIC SURVEY
 DQ7233.in May 2019.
 DQ7233
 DQ7233.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ7233.GEOID18 height accuracy estimate available here.
 DQ7233
 DQ7233.Click photographs - Photos may exist for this station.
 DQ7233
 DQ7233.The dynamic height is computed by dividing the NAVD 88
 DQ7233.geopotential number by the normal gravity value computed on the
 DQ7233.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ7233.degrees latitude (g = 980.6199 gals.).
 DQ7233
 DQ7233.The modeled gravity was interpolated from observed gravity values.
 DQ7233
 DQ7233;                    North         East    Units  Estimated Accuracy
 DQ7233;SPC MN S     -   264,028.8     877,198.9     MT  (+/- 3 meters HH1 GPS) 
 DQ7233
 DQ7233_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK9764024314(NAD 83)
 DQ7233
 DQ7233                          SUPERSEDED SURVEY CONTROL
 DQ7233
 DQ7233.No superseded survey control is available for this station.
 DQ7233
 DQ7233_MARKER: I = METAL ROD
 DQ7233_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DQ7233_STAMPING: 2501 A 2016
 DQ7233_MARK LOGO: MNDT
 DQ7233_PROJECTION: RECESSED 5 CENTIMETERS
 DQ7233_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DQ7233_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ7233_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ7233+SATELLITE: SATELLITE OBSERVATIONS - September 27, 2023
 DQ7233_ROD/PIPE-DEPTH: 12.8 meters
 DQ7233
 DQ7233  HISTORY     - Date     Condition        Report By
 DQ7233  HISTORY     - 20161018 MONUMENTED       MNDT
 DQ7233  HISTORY     - 20200422 GOOD             MNDT
 DQ7233  HISTORY     - 20230927 GOOD             MNDT
 DQ7233
 DQ7233                          STATION DESCRIPTION
 DQ7233
 DQ7233'DESCRIBED BY MN DEPT OF TRANSP 2016
 DQ7233'THE STATION IS LOCATED ABOUT 6.6 MI (10.6 KM) EAST OF NORTHFIELD, 4.5
 DQ7233'MI (7.2 KM) NORTH OF DENNISON AND 3.8 MI (6.1 KM) SOUTH OF RANDOLPH.
 DQ7233'
 DQ7233'TO REACH THE MARK GO 1.0 MI (1.6 KM) WEST ALONG TRUNK HIGHWAY 19 FROM
 DQ7233'THE JUNCTION OF TRUNK HIGHWAY 19 AND TRUNK HIGHWAY 56 IN STANTON, AT
 DQ7233'TRUNK HIGHWAY 19 MILE POINT 183.30, 0.3 MI (0.5 KM) WEST OF 10TH
 DQ7233'AVENUE.
 DQ7233'
 DQ7233'THE MARK IS LOCATED 73.8 FT (22.5 M) NORTH OF TRUNK HIGHWAY 19, 23.0
 DQ7233'FT (7.0 M) EAST OF A DRIVEWAY TO SYGENTA, 1.5 FT (0.5 M) SOUTH OF A
 DQ7233'WITNESS POST.
 DQ7233'
 DQ7233'NOTE-THE STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM ROD
 DQ7233'DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION REMOVABLE DISK
 DQ7233'SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH PVC
 DQ7233'PIPE BACK FILLED WITH WASHED SAND.
 DQ7233
 DQ7233                          STATION RECOVERY (2020)
 DQ7233
 DQ7233'RECOVERY NOTE BY MN DEPT OF TRANSP 2020 (BJG)
 DQ7233'RECOVERED IN GOOD CONDITION.
 DQ7233
 DQ7233                          STATION RECOVERY (2023)
 DQ7233
 DQ7233'RECOVERY NOTE BY MN DEPT OF TRANSP 2023 (MJS)
 DQ7233'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DK6750 ***********************************************************************
 DK6750  DESIGNATION -  2502 B
 DK6750  PID         -  DK6750
 DK6750  STATE/COUNTY-  MN/GOODHUE
 DK6750  COUNTRY     -  US
 DK6750  USGS QUAD   -  CANNON FALLS (2019)
 DK6750
 DK6750                         *CURRENT SURVEY CONTROL
 DK6750  ______________________________________________________________________
 DK6750* NAD 83(1986) POSITION- 44 30 24.53   (N) 092 54 28.04   (W)   HD_HELD1
 DK6750* NAVD 88 ORTHO HEIGHT -   248.903 (meters)      816.61  (feet) ADJUSTED
 DK6750  ______________________________________________________________________
 DK6750  GEOID HEIGHT    -        -29.336 (meters)                     GEOID18
 DK6750  DYNAMIC HEIGHT  -        248.866 (meters)      816.49  (feet) COMP
 DK6750  MODELED GRAVITY -    980,466.8   (mgal)                       NAVD 88
 DK6750
 DK6750  VERT ORDER      -  SECOND    CLASS I
 DK6750
 DK6750.The horizontal coordinates were determined by differentially corrected
 DK6750.hand held GPS observations or other comparable positioning techniques
 DK6750.and have an estimated accuracy of +/- 3 meters.
 DK6750
 DK6750.The orthometric height was determined by differential leveling and
 DK6750.adjusted by the NATIONAL GEODETIC SURVEY
 DK6750.in December 2008.
 DK6750
 DK6750.Significant digits in the geoid height do not necessarily reflect accuracy.
 DK6750.GEOID18 height accuracy estimate available here.
 DK6750
 DK6750.Click photographs - Photos may exist for this station.
 DK6750
 DK6750.The dynamic height is computed by dividing the NAVD 88
 DK6750.geopotential number by the normal gravity value computed on the
 DK6750.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK6750.degrees latitude (g = 980.6199 gals.).
 DK6750
 DK6750.The modeled gravity was interpolated from observed gravity values.
 DK6750
 DK6750;                    North         East    Units  Estimated Accuracy
 DK6750;SPC MN S     -   268,004.3     886,843.6     MT  (+/- 3 meters HH1 GPS) 
 DK6750
 DK6750_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWK0732928170(NAD 83)
 DK6750
 DK6750                          SUPERSEDED SURVEY CONTROL
 DK6750
 DK6750.No superseded survey control is available for this station.
 DK6750
 DK6750_MARKER: DD = SURVEY DISK
 DK6750_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DK6750_SP_SET: BRIDGE ABUTMENT
 DK6750_STAMPING: 2502 B 2002
 DK6750_MARK LOGO: MNDT
 DK6750_MAGNETIC: N = NO MAGNETIC MATERIAL
 DK6750_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DK6750_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DK6750+SATELLITE: SATELLITE OBSERVATIONS - April 24, 2017
 DK6750
 DK6750  HISTORY     - Date     Condition        Report By
 DK6750  HISTORY     - 2001     MONUMENTED       MNDT
 DK6750  HISTORY     - 20051130 GOOD             MNDT
 DK6750  HISTORY     - 20080902 GOOD             MNDT
 DK6750  HISTORY     - 20141028 GOOD             MNDT
 DK6750  HISTORY     - 20150209 GOOD             MNDT
 DK6750  HISTORY     - 20170424 GOOD             MNDT
 DK6750
 DK6750                          STATION DESCRIPTION
 DK6750
 DK6750'DESCRIBED BY MN DEPT OF TRANSP 2005 (MPP)
 DK6750'THE MARK IS LOCATED ABOUT 7.0 MI (11.3 KM) NORTH OF SOGN, 5.7 MI (9.2
 DK6750'KM) EAST-SOUTHEAST OF RANDOLPH AND 0.1 MI (0.2 KM) WEST OF CANNON
 DK6750'FALLS IN SOUTHEAST WING WALL OF TRUNK HIGHWAY 19 BRIDGE 25026 OVER
 DK6750'CANNON RIVER, ONE BLOCK WEST OF THE JUNCTION TRUNK HIGHWAY 19 AND
 DK6750'TRUNK HIGHWAY 20, 2.6 FT (0.8 M) FROM AN UTILITY HAND HOLE.  THE DISK
 DK6750'WAS SET DURING BRIDGE CONSTRUCTION IN 2001 THEN STAMPED IN 2002.
 DK6750
 DK6750                          STATION RECOVERY (2008)
 DK6750
 DK6750'RECOVERY NOTE BY MN DEPT OF TRANSP 2008 (VWC)
 DK6750'RECOVERED AS DESCRIBED.
 DK6750
 DK6750                          STATION RECOVERY (2014)
 DK6750
 DK6750'RECOVERY NOTE BY MN DEPT OF TRANSP 2014 (KMS)
 DK6750'RECOVERED AS DESCRIBED.
 DK6750
 DK6750                          STATION RECOVERY (2015)
 DK6750
 DK6750'RECOVERY NOTE BY MN DEPT OF TRANSP 2015 (DNR)
 DK6750'RECOVERED IN GOOD CONDITION.
 DK6750
 DK6750                          STATION RECOVERY (2017)
 DK6750
 DK6750'RECOVERY NOTE BY MN DEPT OF TRANSP 2017 (KMS)
 DK6750'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DK6744 ***********************************************************************
 DK6744  DESIGNATION -  2502 C
 DK6744  PID         -  DK6744
 DK6744  STATE/COUNTY-  MN/GOODHUE
 DK6744  COUNTRY     -  US
 DK6744  USGS QUAD   -  SOGN (2019)
 DK6744
 DK6744                         *CURRENT SURVEY CONTROL
 DK6744  ______________________________________________________________________
 DK6744* NAD 83(1986) POSITION- 44 29 09.40   (N) 092 59 13.62   (W)   HD_HELD1
 DK6744* NAVD 88 ORTHO HEIGHT -   274.795 (meters)      901.56  (feet) ADJUSTED
 DK6744  ______________________________________________________________________
 DK6744  GEOID HEIGHT    -        -29.041 (meters)                     GEOID18
 DK6744  DYNAMIC HEIGHT  -        274.757 (meters)      901.43  (feet) COMP
 DK6744  MODELED GRAVITY -    980,474.2   (mgal)                       NAVD 88
 DK6744
 DK6744  VERT ORDER      -  SECOND    CLASS I
 DK6744
 DK6744.The horizontal coordinates were determined by differentially corrected
 DK6744.hand held GPS observations or other comparable positioning techniques
 DK6744.and have an estimated accuracy of +/- 3 meters.
 DK6744
 DK6744.The orthometric height was determined by differential leveling and
 DK6744.adjusted by the NATIONAL GEODETIC SURVEY
 DK6744.in December 2008.
 DK6744
 DK6744.Significant digits in the geoid height do not necessarily reflect accuracy.
 DK6744.GEOID18 height accuracy estimate available here.
 DK6744
 DK6744.Click photographs - Photos may exist for this station.
 DK6744
 DK6744.The dynamic height is computed by dividing the NAVD 88
 DK6744.geopotential number by the normal gravity value computed on the
 DK6744.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK6744.degrees latitude (g = 980.6199 gals.).
 DK6744
 DK6744.The modeled gravity was interpolated from observed gravity values.
 DK6744
 DK6744;                    North         East    Units  Estimated Accuracy
 DK6744;SPC MN S     -   265,604.4     880,565.2     MT  (+/- 3 meters HH1 GPS) 
 DK6744
 DK6744_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWK0102425848(NAD 83)
 DK6744
 DK6744                          SUPERSEDED SURVEY CONTROL
 DK6744
 DK6744.No superseded survey control is available for this station.
 DK6744
 DK6744_MARKER: DB = BENCH MARK DISK
 DK6744_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DK6744_SP_SET: BRIDGE ABUTMENT
 DK6744_STAMPING: 2502 C 2005
 DK6744_MARK LOGO: MNHD
 DK6744_MAGNETIC: N = NO MAGNETIC MATERIAL
 DK6744_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DK6744_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DK6744+SATELLITE: SATELLITE OBSERVATIONS - June 04, 2015
 DK6744
 DK6744  HISTORY     - Date     Condition        Report By
 DK6744  HISTORY     - 1973     MONUMENTED       MNDT
 DK6744  HISTORY     - 20051130 GOOD             MNDT
 DK6744  HISTORY     - 20080902 GOOD             MNDT
 DK6744  HISTORY     - 20150604 GOOD             MNDT
 DK6744
 DK6744                          STATION DESCRIPTION
 DK6744
 DK6744'DESCRIBED BY MN DEPT OF TRANSP 2005 (MPP)
 DK6744'THE MARK IS 4.0 MI (6.4 KM) SOUTHWEST OF CANNON FALLS, IN ABUTMENT IN
 DK6744'SOUTHEAST CORNER OF TRUNK HIGHWAY 19 BRIDGE NUMBER 25007, 4.05 MI (6.5
 DK6744'KM) SOUTHWEST ALONG TRUNK HIGHWAY 19 FROM THE JUNCTION OF TRUNK
 DK6744'HIGHWAY 19 AND TRUNK HIGHWAY 52, AT TRUNK HIGHWAY 19 MILEPOST 186.45,
 DK6744'26 FT (7.9 M) SOUTH OF TRUNK HIGHWAY 1.
 DK6744
 DK6744                          STATION RECOVERY (2008)
 DK6744
 DK6744'RECOVERY NOTE BY MN DEPT OF TRANSP 2008 (VNC)
 DK6744'RECOVERED AS DESCRIBED.
 DK6744
 DK6744                          STATION RECOVERY (2015)
 DK6744
 DK6744'RECOVERY NOTE BY MN DEPT OF TRANSP 2015 (KAE)
 DK6744'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DK6745 ***********************************************************************
 DK6745  DESIGNATION -  2502 D
 DK6745  PID         -  DK6745
 DK6745  STATE/COUNTY-  MN/GOODHUE
 DK6745  COUNTRY     -  US
 DK6745  USGS QUAD   -  SOGN (2019)
 DK6745
 DK6745                         *CURRENT SURVEY CONTROL
 DK6745  ______________________________________________________________________
 DK6745* NAD 83(1986) POSITION- 44 29 31.61   (N) 092 57 42.46   (W)   HD_HELD1
 DK6745* NAVD 88 ORTHO HEIGHT -   294.538 (meters)      966.33  (feet) ADJUSTED
 DK6745  ______________________________________________________________________
 DK6745  GEOID HEIGHT    -        -29.132 (meters)                     GEOID18
 DK6745  DYNAMIC HEIGHT  -        294.498 (meters)      966.20  (feet) COMP
 DK6745  MODELED GRAVITY -    980,472.7   (mgal)                       NAVD 88
 DK6745
 DK6745  VERT ORDER      -  SECOND    CLASS I
 DK6745
 DK6745.The horizontal coordinates were determined by differentially corrected
 DK6745.hand held GPS observations or other comparable positioning techniques
 DK6745.and have an estimated accuracy of +/- 3 meters.
 DK6745
 DK6745.The orthometric height was determined by differential leveling and
 DK6745.adjusted by the NATIONAL GEODETIC SURVEY
 DK6745.in December 2008.
 DK6745
 DK6745.Significant digits in the geoid height do not necessarily reflect accuracy.
 DK6745.GEOID18 height accuracy estimate available here.
 DK6745
 DK6745.Click photographs - Photos may exist for this station.
 DK6745
 DK6745.The dynamic height is computed by dividing the NAVD 88
 DK6745.geopotential number by the normal gravity value computed on the
 DK6745.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK6745.degrees latitude (g = 980.6199 gals.).
 DK6745
 DK6745.The modeled gravity was interpolated from observed gravity values.
 DK6745
 DK6745;                    North         East    Units  Estimated Accuracy
 DK6745;SPC MN S     -   266,315.1     882,570.5     MT  (+/- 3 meters HH1 GPS) 
 DK6745
 DK6745_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWK0303726533(NAD 83)
 DK6745
 DK6745                          SUPERSEDED SURVEY CONTROL
 DK6745
 DK6745.No superseded survey control is available for this station.
 DK6745
 DK6745_MARKER: DD = SURVEY DISK
 DK6745_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DK6745_STAMPING: 2502 D 2006
 DK6745_MARK LOGO: MNDT
 DK6745_PROJECTION: FLUSH
 DK6745_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DK6745_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DK6745_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DK6745+SATELLITE: SATELLITE OBSERVATIONS - June 04, 2015
 DK6745_ROD/PIPE-DEPTH: 8.2 meters
 DK6745
 DK6745  HISTORY     - Date     Condition        Report By
 DK6745  HISTORY     - 20060102 MONUMENTED       MNDT
 DK6745  HISTORY     - 20080902 GOOD             MNDT
 DK6745  HISTORY     - 20150604 GOOD             MNDT
 DK6745
 DK6745                          STATION DESCRIPTION
 DK6745
 DK6745'DESCRIBED BY MN DEPT OF TRANSP 2006
 DK6745'THE MARK IS 2.5 MI (4.0 KM) SOUTHWEST OF CANNON FALLS, 2.65 MI (4.3
 DK6745'KM) SOUTHWEST ALONG TRUNK HIGHWAY 19 FROM THE JUNCTION OF TRUNK
 DK6745'HIGHWAY 19 AND TRUNK HIGHWAY 52 IN CANNON FALLS, AT TRUNK HIGHWAY 19
 DK6745'MILEPOST 187.85, 71.7 FT (21.9 M) SOUTHEAST OF TRUNK HIGHWAY 19, 3.3
 DK6745'FT (1.0 M) NORTHWEST OF A FENCE LINE, 1.3 FT (0.4 M) NORTHWEST OF A
 DK6745'WITNESS POST.
 DK6745'
 DK6745'MARK SET WITH A 3 FT (0.9 M) 3D STABILIZING FIN-SLEEVE.
 DK6745
 DK6745                          STATION RECOVERY (2008)
 DK6745
 DK6745'RECOVERY NOTE BY MN DEPT OF TRANSP 2008 (VNC)
 DK6745'RECOVERED AS DESCRIBED.
 DK6745
 DK6745                          STATION RECOVERY (2015)
 DK6745
 DK6745'RECOVERY NOTE BY MN DEPT OF TRANSP 2015 (KAE)
 DK6745'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DK6748 ***********************************************************************
 DK6748  DESIGNATION -  2502 E
 DK6748  PID         -  DK6748
 DK6748  STATE/COUNTY-  MN/GOODHUE
 DK6748  COUNTRY     -  US
 DK6748  USGS QUAD   -  SOGN (2019)
 DK6748
 DK6748                         *CURRENT SURVEY CONTROL
 DK6748  ______________________________________________________________________
 DK6748* NAD 83(1986) POSITION- 44 29 51.03   (N) 092 57 03.95   (W)   HD_HELD1
 DK6748* NAVD 88 ORTHO HEIGHT -   307.782 (meters)     1009.78  (feet) ADJUSTED
 DK6748  ______________________________________________________________________
 DK6748  GEOID HEIGHT    -        -29.172 (meters)                     GEOID18
 DK6748  DYNAMIC HEIGHT  -        307.740 (meters)     1009.64  (feet) COMP
 DK6748  MODELED GRAVITY -    980,472.5   (mgal)                       NAVD 88
 DK6748
 DK6748  VERT ORDER      -  SECOND    CLASS I
 DK6748
 DK6748.The horizontal coordinates were determined by differentially corrected
 DK6748.hand held GPS observations or other comparable positioning techniques
 DK6748.and have an estimated accuracy of +/- 3 meters.
 DK6748
 DK6748.The orthometric height was determined by differential leveling and
 DK6748.adjusted by the NATIONAL GEODETIC SURVEY
 DK6748.in December 2008.
 DK6748
 DK6748.Significant digits in the geoid height do not necessarily reflect accuracy.
 DK6748.GEOID18 height accuracy estimate available here.
 DK6748
 DK6748.Click photographs - Photos may exist for this station.
 DK6748
 DK6748.The dynamic height is computed by dividing the NAVD 88
 DK6748.geopotential number by the normal gravity value computed on the
 DK6748.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK6748.degrees latitude (g = 980.6199 gals.).
 DK6748
 DK6748.The modeled gravity was interpolated from observed gravity values.
 DK6748
 DK6748;                    North         East    Units  Estimated Accuracy
 DK6748;SPC MN S     -   266,925.3     883,413.5     MT  (+/- 3 meters HH1 GPS) 
 DK6748
 DK6748_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWK0388727133(NAD 83)
 DK6748
 DK6748                          SUPERSEDED SURVEY CONTROL
 DK6748
 DK6748.No superseded survey control is available for this station.
 DK6748
 DK6748_MARKER: DD = SURVEY DISK
 DK6748_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DK6748_STAMPING: 2502 E 2005
 DK6748_MARK LOGO: MNDT
 DK6748_PROJECTION: FLUSH
 DK6748_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DK6748_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DK6748_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DK6748+SATELLITE: SATELLITE OBSERVATIONS - June 04, 2015
 DK6748_ROD/PIPE-DEPTH: 5.8 meters
 DK6748
 DK6748  HISTORY     - Date     Condition        Report By
 DK6748  HISTORY     - 20051101 MONUMENTED       MNDT
 DK6748  HISTORY     - 20080902 GOOD             MNDT
 DK6748  HISTORY     - 20150604 GOOD             MNDT
 DK6748
 DK6748                          STATION DESCRIPTION
 DK6748
 DK6748'DESCRIBED BY MN DEPT OF TRANSP 2005
 DK6748'THE MARK IS 2.0 MI (3.2 KM) SOUTHWEST OF CANNON FALLS, 2.0 MI (3.2 KM)
 DK6748'(3.2 KM) SOUTHWEST ALONG TRUNK HIGHWAY 19 FROM THE JUNCTION OF TRUNK
 DK6748'HIGHWAY 19 AND TRUNK HIGHWAY 52 IN CANNON FALLS, AT TRUNK HIGHWAY 19
 DK6748'MILEPOST 188.50, 65.0 FT (19.8 M) SOUTHEAST OF TRUNK HIGHWAY 19, 54.1
 DK6748'FT (16.5 M) NORTH OF POWER POLE, 29.9 FT (9.1 M) NORTHEAST OF A FIELD
 DK6748'ENTRANCE, 1.0 FT (0.3 M) NORTHWEST OF A WITNESS POST.
 DK6748'
 DK6748'MARK SET WITH A 3 FT (0.9 M) 3D STABILIZING FIN-SLEEVE.
 DK6748
 DK6748                          STATION RECOVERY (2008)
 DK6748
 DK6748'RECOVERY NOTE BY MN DEPT OF TRANSP 2008 (VWC)
 DK6748'RECOVERED AS DESCRIBED.
 DK6748
 DK6748                          STATION RECOVERY (2015)
 DK6748
 DK6748'RECOVERY NOTE BY MN DEPT OF TRANSP 2015 (KMS)
 DK6748'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DK6749 ***********************************************************************
 DK6749  DESIGNATION -  2502 F
 DK6749  PID         -  DK6749
 DK6749  STATE/COUNTY-  MN/GOODHUE
 DK6749  COUNTRY     -  US
 DK6749  USGS QUAD   -  CANNON FALLS (2019)
 DK6749
 DK6749                         *CURRENT SURVEY CONTROL
 DK6749  ______________________________________________________________________
 DK6749* NAD 83(2011) POSITION- 44 30 29.86970(N) 092 56 20.84174(W)   ADJUSTED
 DK6749* NAD 83(2011) ELLIP HT-   234.136 (meters)        (03/05/25)   ADJUSTED
 DK6749* NAD 83(2011) EPOCH   -  2010.00
 DK6749* NAVD 88 ORTHO HEIGHT -   263.358 (meters)      864.03  (feet) ADJUSTED
 DK6749  ______________________________________________________________________
 DK6749  GEOID HEIGHT    -        -29.218 (meters)                     GEOID18
 DK6749  NAD 83(2011) X  -   -233,620.064 (meters)                     COMP
 DK6749  NAD 83(2011) Y  - -4,550,235.571 (meters)                     COMP
 DK6749  NAD 83(2011) Z  -  4,448,709.889 (meters)                     COMP
 DK6749  LAPLACE CORR    -        -10.06  (seconds)                    DEFLEC18
 DK6749  DYNAMIC HEIGHT  -        263.320 (meters)      863.91  (feet) COMP
 DK6749  MODELED GRAVITY -    980,469.1   (mgal)                       NAVD 88
 DK6749
 DK6749  VERT ORDER      -  SECOND    CLASS I
 DK6749
 DK6749  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DK6749  Standards:
 DK6749         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DK6749            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DK6749  -------------------------------------------------------------------
 DK6749  NETWORK    0.39   1.00           0.18   0.13   0.51      0.02676813
 DK6749  -------------------------------------------------------------------
 DK6749  Click here for local accuracies and other accuracy information.
 DK6749
 DK6749.The horizontal coordinates were established by GPS observations
 DK6749.and adjusted by the MN DEPT OF TRANSP in March 2025.
 DK6749
 DK6749.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DK6749.been affixed to the stable North American tectonic plate. See 
 DK6749.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DK6749
 DK6749.The horizontal coordinates are valid at the epoch date displayed above
 DK6749.which is a decimal equivalence of Year/Month/Day.
 DK6749
 DK6749.The orthometric height was determined by differential leveling and
 DK6749.adjusted by the NATIONAL GEODETIC SURVEY
 DK6749.in December 2008.
 DK6749
 DK6749.Significant digits in the geoid height do not necessarily reflect accuracy.
 DK6749.GEOID18 height accuracy estimate available here.
 DK6749
 DK6749.Click photographs - Photos may exist for this station.
 DK6749
 DK6749.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DK6749
 DK6749.The Laplace correction was computed from DEFLEC18 derived deflections.
 DK6749
 DK6749.The ellipsoidal height was determined by GPS observations
 DK6749.and is referenced to NAD 83.
 DK6749
 DK6749.The dynamic height is computed by dividing the NAVD 88
 DK6749.geopotential number by the normal gravity value computed on the
 DK6749.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK6749.degrees latitude (g = 980.6199 gals.).
 DK6749
 DK6749.The modeled gravity was interpolated from observed gravity values.
 DK6749
 DK6749. The following values were computed from the NAD 83(2011) position.
 DK6749
 DK6749;                    North         East     Units Scale Factor Converg.
 DK6749;SPC MN S     -   268,136.252   884,350.196   MT  0.99992205   +0 44 37.0
 DK6749;SPC MN S     -   879,710.35  2,901,405.60   sFT  0.99992205   +0 44 37.0
 DK6749;UTM  15      - 4,928,332.608   504,838.922   MT  0.99960029   +0 02 33.6
 DK6749
 DK6749!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DK6749!SPC MN S     -   0.99996329  x   0.99992205  =   0.99988534
 DK6749!UTM  15      -   0.99996329  x   0.99960029  =   0.99956359
 DK6749
 DK6749_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWK0483828332(NAD 83)
 DK6749
 DK6749                          SUPERSEDED SURVEY CONTROL
 DK6749
 DK6749.No superseded survey control is available for this station.
 DK6749
 DK6749_MARKER: DD = SURVEY DISK
 DK6749_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DK6749_STAMPING: 2502 F 2005
 DK6749_MARK LOGO: MNDT
 DK6749_PROJECTION: FLUSH
 DK6749_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DK6749_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DK6749_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DK6749+SATELLITE: SATELLITE OBSERVATIONS - November 19, 2024
 DK6749_ROD/PIPE-DEPTH: 6.7 meters
 DK6749
 DK6749  HISTORY     - Date     Condition        Report By
 DK6749  HISTORY     - 20051101 MONUMENTED       MNDT
 DK6749  HISTORY     - 20080902 GOOD             MNDT
 DK6749  HISTORY     - 20150408 GOOD             MNDT
 DK6749  HISTORY     - 20170424 GOOD             MNDT
 DK6749  HISTORY     - 20241119 GOOD             MNDT
 DK6749
 DK6749                          STATION DESCRIPTION
 DK6749
 DK6749'DESCRIBED BY MN DEPT OF TRANSP 2005
 DK6749'THE MARK IS LOCATED ABOUT 7.1 MI (11.4 KM) NORTH OF SOGN, 4.2 MI (6.8
 DK6749'KM) EAST-SOUTHEAST OF RANDOLPH AND IS 1.50 MI (2.4 KM) WEST OF CANNON
 DK6749'FALLS, 1.05 MI (1.7 KM) (1.69 KM) WEST ALONG TRUNK HIGHWAY 19 FROM THE
 DK6749'JUNCTION OF TRUNK HIGHWAY 19 AND TRUNK HIGHWAY 52, AT TRUNK HIGHWAY 19
 DK6749'MILEPOST 189.45, 79.1 FT (24.1 M) NORTHWEST OF TRUNK HIGHWAY 19, 2.0
 DK6749'FT (0.6 M) EAST OF CHAIN LINK FENCE, 0.9 FT (0.3 M) SOUTHEAST OF A
 DK6749'WITNESS POST.
 DK6749'
 DK6749'MARK SET WITH A 3 FT (0.9 M) 3D STABILIZING FIN-SLEEVE.
 DK6749
 DK6749                          STATION RECOVERY (2008)
 DK6749
 DK6749'RECOVERY NOTE BY MN DEPT OF TRANSP 2008 (VWC)
 DK6749'RECOVERED AS DESCRIBED.
 DK6749
 DK6749                          STATION RECOVERY (2015)
 DK6749
 DK6749'RECOVERY NOTE BY MN DEPT OF TRANSP 2015 (DAS)
 DK6749'RECOVERED AS DESCRIBED.
 DK6749
 DK6749                          STATION RECOVERY (2017)
 DK6749
 DK6749'RECOVERY NOTE BY MN DEPT OF TRANSP 2017 (KMS)
 DK6749'RECOVERED IN GOOD CONDITION.
 DK6749
 DK6749                          STATION RECOVERY (2024)
 DK6749
 DK6749'RECOVERY NOTE BY MN DEPT OF TRANSP 2024 (MPP)
 DK6749'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DQ1010 ***********************************************************************
 DQ1010  DESIGNATION -  2502 G
 DQ1010  PID         -  DQ1010
 DQ1010  STATE/COUNTY-  MN/GOODHUE
 DQ1010  COUNTRY     -  US
 DQ1010  USGS QUAD   -  CANNON FALLS (2019)
 DQ1010
 DQ1010                         *CURRENT SURVEY CONTROL
 DQ1010  ______________________________________________________________________
 DQ1010* NAD 83(2011) POSITION- 44 30 24.43803(N) 092 54 30.38189(W)   ADJUSTED
 DQ1010* NAD 83(2011) ELLIP HT-   219.043 (meters)        (07/20/16)   ADJUSTED
 DQ1010* NAD 83(2011) EPOCH   -  2010.00
 DQ1010* NAVD 88 ORTHO HEIGHT -   248.374 (meters)      814.87  (feet) ADJUSTED
 DQ1010  ______________________________________________________________________
 DQ1010  GEOID HEIGHT    -        -29.334 (meters)                     GEOID18
 DQ1010  NAD 83(2011) X  -   -231,188.685 (meters)                     COMP
 DQ1010  NAD 83(2011) Y  - -4,550,466.662 (meters)                     COMP
 DQ1010  NAD 83(2011) Z  -  4,448,579.736 (meters)                     COMP
 DQ1010  LAPLACE CORR    -         -9.04  (seconds)                    DEFLEC18
 DQ1010  DYNAMIC HEIGHT  -        248.338 (meters)      814.76  (feet) COMP
 DQ1010  MODELED GRAVITY -    980,466.9   (mgal)                       NAVD 88
 DQ1010
 DQ1010  VERT ORDER      -  SECOND    CLASS I
 DQ1010
 DQ1010  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DQ1010  Standards:
 DQ1010         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DQ1010            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DQ1010  -------------------------------------------------------------------
 DQ1010  NETWORK    0.60   1.14           0.28   0.20   0.58      0.07844229
 DQ1010  -------------------------------------------------------------------
 DQ1010  Click here for local accuracies and other accuracy information.
 DQ1010
 DQ1010.The horizontal coordinates were established by GPS observations
 DQ1010.and adjusted by the MN DEPT OF TRANSP in July 2016.
 DQ1010
 DQ1010.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DQ1010.been affixed to the stable North American tectonic plate. See 
 DQ1010.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DQ1010
 DQ1010.The horizontal coordinates are valid at the epoch date displayed above
 DQ1010.which is a decimal equivalence of Year/Month/Day.
 DQ1010
 DQ1010.The orthometric height was determined by differential leveling and
 DQ1010.adjusted by the NATIONAL GEODETIC SURVEY
 DQ1010.in September 2016.
 DQ1010
 DQ1010.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ1010.GEOID18 height accuracy estimate available here.
 DQ1010
 DQ1010.Click photographs - Photos may exist for this station.
 DQ1010
 DQ1010.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DQ1010
 DQ1010.The Laplace correction was computed from DEFLEC18 derived deflections.
 DQ1010
 DQ1010.The ellipsoidal height was determined by GPS observations
 DQ1010.and is referenced to NAD 83.
 DQ1010
 DQ1010.The dynamic height is computed by dividing the NAVD 88
 DQ1010.geopotential number by the normal gravity value computed on the
 DQ1010.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ1010.degrees latitude (g = 980.6199 gals.).
 DQ1010
 DQ1010.The modeled gravity was interpolated from observed gravity values.
 DQ1010
 DQ1010. The following values were computed from the NAD 83(2011) position.
 DQ1010
 DQ1010;                    North         East     Units Scale Factor Converg.
 DQ1010;SPC MN S     -   268,000.739   886,791.916   MT  0.99992204   +0 45 54.4
 DQ1010;SPC MN S     -   879,265.76  2,909,416.48   sFT  0.99992204   +0 45 54.4
 DQ1010;UTM  15      - 4,928,167.289   507,278.016   MT  0.99960065   +0 03 51.1
 DQ1010
 DQ1010!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DQ1010!SPC MN S     -   0.99996566  x   0.99992204  =   0.99988770
 DQ1010!UTM  15      -   0.99996566  x   0.99960065  =   0.99956632
 DQ1010
 DQ1010_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWK0727828167(NAD 83)
 DQ1010
 DQ1010                          SUPERSEDED SURVEY CONTROL
 DQ1010
 DQ1010.No superseded survey control is available for this station.
 DQ1010
 DQ1010_MARKER: I = METAL ROD
 DQ1010_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DQ1010_STAMPING: 2502 G 2014
 DQ1010_MARK LOGO: MNDT
 DQ1010_PROJECTION: RECESSED 8 CENTIMETERS
 DQ1010_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DQ1010_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ1010_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ1010+SATELLITE: SATELLITE OBSERVATIONS - September 27, 2023
 DQ1010_ROD/PIPE-DEPTH: 13.4 meters
 DQ1010
 DQ1010  HISTORY     - Date     Condition        Report By
 DQ1010  HISTORY     - 20141112 MONUMENTED       MNDT
 DQ1010  HISTORY     - 20160429 GOOD             MNDT
 DQ1010  HISTORY     - 20170424 GOOD             MNDT
 DQ1010  HISTORY     - 20230927 GOOD             MNDT
 DQ1010
 DQ1010                          STATION DESCRIPTION
 DQ1010
 DQ1010'DESCRIBED BY MN DEPT OF TRANSP 2014
 DQ1010'THE STATION IS LOCATED ABOUT 7.0 MI (11.3 KM) NORTH OF SOGN, 5.7 MI
 DQ1010'(9.2 KM) EAST-SOUTHEAST OF RANDOLPH AND IN THE TOWN OF CANNON FALLS,
 DQ1010'MN.
 DQ1010'
 DQ1010'TO REACH THE GO 0.15 MI (0.2 KM) WEST ALONG TRUNK HIGHWAY 19 FROM THE
 DQ1010'JUNCTION OF TRUNK HIGHWAY 19 AND TRUNK HIGHWAY 20 IN CANNON FALLS, AT
 DQ1010'TRUNK HIGHWAY 19 MILE POINT 191.0.
 DQ1010'
 DQ1010'THE MARK IS LOCATED 27.8 FT (8.5 M) SOUTH OF TRUNK HIGHWAY 19 FOG
 DQ1010'LINE, 48.4 FT (14.8 M) EAST-SOUTHEAST OF MILEPOST 191, 6.2 FT (1.9 M)
 DQ1010'NORTH OF POWER POLE, 13.2 FT (4.0 M) SOUTHWEST OF SOUTHWEST CONNER OF
 DQ1010'BRIDGE, 1.5 FT (0.5 M) OF A WITNESS POST.
 DQ1010'
 DQ1010'NOTE - THE STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM
 DQ1010'ROD DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION REMOVABLE
 DQ1010'DISK SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH
 DQ1010'PVC PIPE BACK FILLED WITH WASHED SAND.
 DQ1010
 DQ1010                          STATION RECOVERY (2016)
 DQ1010
 DQ1010'RECOVERY NOTE BY MN DEPT OF TRANSP 2016 (CJS)
 DQ1010'RECOVERED AS DESCRIBED.
 DQ1010
 DQ1010                          STATION RECOVERY (2017)
 DQ1010
 DQ1010'RECOVERY NOTE BY MN DEPT OF TRANSP 2017 (KMS)
 DQ1010'RECOVERED IN GOOD CONDITION.
 DQ1010
 DQ1010                          STATION RECOVERY (2023)
 DQ1010
 DQ1010'RECOVERY NOTE BY MN DEPT OF TRANSP 2023 (MJS)
 DQ1010'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DQ1014 ***********************************************************************
 DQ1014  DESIGNATION -  2502 H
 DQ1014  PID         -  DQ1014
 DQ1014  STATE/COUNTY-  MN/GOODHUE
 DQ1014  COUNTRY     -  US
 DQ1014  USGS QUAD   -  SOGN (2019)
 DQ1014
 DQ1014                         *CURRENT SURVEY CONTROL
 DQ1014  ______________________________________________________________________
 DQ1014* NAD 83(1986) POSITION- 44 29 10.16   (N) 092 58 56.34   (W)   HD_HELD1
 DQ1014* NAVD 88 ORTHO HEIGHT -   275.757 (meters)      904.71  (feet) ADJUSTED
 DQ1014  ______________________________________________________________________
 DQ1014  GEOID HEIGHT    -        -29.059 (meters)                     GEOID18
 DQ1014  DYNAMIC HEIGHT  -        275.719 (meters)      904.59  (feet) COMP
 DQ1014  MODELED GRAVITY -    980,473.9   (mgal)                       NAVD 88
 DQ1014
 DQ1014  VERT ORDER      -  SECOND    CLASS I
 DQ1014
 DQ1014.The horizontal coordinates were determined by differentially corrected
 DQ1014.hand held GPS observations or other comparable positioning techniques
 DQ1014.and have an estimated accuracy of +/- 3 meters.
 DQ1014
 DQ1014.The orthometric height was determined by differential leveling and
 DQ1014.adjusted by the NATIONAL GEODETIC SURVEY
 DQ1014.in September 2016.
 DQ1014
 DQ1014.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ1014.GEOID18 height accuracy estimate available here.
 DQ1014
 DQ1014.Click photographs - Photos may exist for this station.
 DQ1014
 DQ1014.The dynamic height is computed by dividing the NAVD 88
 DQ1014.geopotential number by the normal gravity value computed on the
 DQ1014.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ1014.degrees latitude (g = 980.6199 gals.).
 DQ1014
 DQ1014.The modeled gravity was interpolated from observed gravity values.
 DQ1014
 DQ1014;                    North         East    Units  Estimated Accuracy
 DQ1014;SPC MN S     -   265,632.6     880,946.7     MT  (+/- 3 meters HH1 GPS) 
 DQ1014
 DQ1014_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWK0140625871(NAD 83)
 DQ1014
 DQ1014                          SUPERSEDED SURVEY CONTROL
 DQ1014
 DQ1014.No superseded survey control is available for this station.
 DQ1014
 DQ1014_MARKER: F = FLANGE-ENCASED ROD
 DQ1014_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DQ1014_STAMPING: 2502 H 2015
 DQ1014_MARK LOGO: MNDT
 DQ1014_PROJECTION: RECESSED 5 CENTIMETERS
 DQ1014_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DQ1014_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ1014_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ1014+SATELLITE: SATELLITE OBSERVATIONS - September 27, 2023
 DQ1014_ROD/PIPE-DEPTH: 11.3 meters
 DQ1014
 DQ1014  HISTORY     - Date     Condition        Report By
 DQ1014  HISTORY     - 20150506 MONUMENTED       MNDT
 DQ1014  HISTORY     - 20230927 GOOD             MNDT
 DQ1014
 DQ1014                          STATION DESCRIPTION
 DQ1014
 DQ1014'DESCRIBED BY MN DEPT OF TRANSP 2015
 DQ1014'THE STATION IS LOCATED ABOUT 6.1 MI (9.8 KM) NORTH-NORTHWEST OF SOGN,
 DQ1014'4.1 MI (6.6 KM) WEST-SOUTHWEST OF CANNON FALLS AND 3.3 MI (5.3 KM)
 DQ1014'SOUTHEAST OF RANDOLPH.
 DQ1014'
 DQ1014'TO REACH THE MARK GO 1.35 MI (2.2 KM) EAST ALONG TRUNK HIGHWAY 19 FROM
 DQ1014'THE JUNCTION OF TRUNK HIGHWAY 19 AND TRUNK HIGHWAY 56 (JUNCTION IS 2.8
 DQ1014'MI (4.5 KM) SOUTH OF RANDOLPH), AT TRUNK HIGHWAY 19 MILE POINT 186.7.
 DQ1014'
 DQ1014'THE MARK IS LOCATED 68.4 FT (20.8 M) NORTH OF TRUNK HIGHWAY 19, 0.15
 DQ1014'MI (0.2 KM) WEST OF 30TH AVENUE, 1.5 FT (0.5 M) EAST OF A WITNESS
 DQ1014'POST.
 DQ1014'
 DQ1014'NOTE - THE STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM
 DQ1014'ROD DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION REMOVABLE
 DQ1014'DISK SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH
 DQ1014'PVC PIPE BACK FILLED WITH WASHED SAND.
 DQ1014
 DQ1014                          STATION RECOVERY (2023)
 DQ1014
 DQ1014'RECOVERY NOTE BY MN DEPT OF TRANSP 2023 (MJS)
 DQ1014'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DQ1013 ***********************************************************************
 DQ1013  DESIGNATION -  2502 J
 DQ1013  PID         -  DQ1013
 DQ1013  STATE/COUNTY-  MN/GOODHUE
 DQ1013  COUNTRY     -  US
 DQ1013  USGS QUAD   -  SOGN (2019)
 DQ1013
 DQ1013                         *CURRENT SURVEY CONTROL
 DQ1013  ______________________________________________________________________
 DQ1013* NAD 83(1986) POSITION- 44 29 24.13   (N) 092 57 56.95   (W)   HD_HELD1
 DQ1013* NAVD 88 ORTHO HEIGHT -   285.060 (meters)      935.23  (feet) ADJUSTED
 DQ1013  ______________________________________________________________________
 DQ1013  GEOID HEIGHT    -        -29.117 (meters)                     GEOID18
 DQ1013  DYNAMIC HEIGHT  -        285.021 (meters)      935.11  (feet) COMP
 DQ1013  MODELED GRAVITY -    980,472.9   (mgal)                       NAVD 88
 DQ1013
 DQ1013  VERT ORDER      -  SECOND    CLASS I
 DQ1013
 DQ1013.The horizontal coordinates were determined by differentially corrected
 DQ1013.hand held GPS observations or other comparable positioning techniques
 DQ1013.and have an estimated accuracy of +/- 3 meters.
 DQ1013
 DQ1013.The orthometric height was determined by differential leveling and
 DQ1013.adjusted by the NATIONAL GEODETIC SURVEY
 DQ1013.in September 2016.
 DQ1013
 DQ1013.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ1013.GEOID18 height accuracy estimate available here.
 DQ1013
 DQ1013.Click photographs - Photos may exist for this station.
 DQ1013
 DQ1013.The dynamic height is computed by dividing the NAVD 88
 DQ1013.geopotential number by the normal gravity value computed on the
 DQ1013.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ1013.degrees latitude (g = 980.6199 gals.).
 DQ1013
 DQ1013.The modeled gravity was interpolated from observed gravity values.
 DQ1013
 DQ1013;                    North         East    Units  Estimated Accuracy
 DQ1013;SPC MN S     -   266,080.2     882,253.3     MT  (+/- 3 meters HH1 GPS) 
 DQ1013
 DQ1013_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWK0271726302(NAD 83)
 DQ1013
 DQ1013                          SUPERSEDED SURVEY CONTROL
 DQ1013
 DQ1013.No superseded survey control is available for this station.
 DQ1013
 DQ1013_MARKER: F = FLANGE-ENCASED ROD
 DQ1013_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DQ1013_STAMPING: 2502 J 2015
 DQ1013_MARK LOGO: MNDT
 DQ1013_PROJECTION: RECESSED 5 CENTIMETERS
 DQ1013_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DQ1013_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ1013_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ1013+SATELLITE: SATELLITE OBSERVATIONS - September 27, 2023
 DQ1013_ROD/PIPE-DEPTH: 8.2 meters
 DQ1013
 DQ1013  HISTORY     - Date     Condition        Report By
 DQ1013  HISTORY     - 20150506 MONUMENTED       MNDT
 DQ1013  HISTORY     - 20230927 GOOD             MNDT
 DQ1013
 DQ1013                          STATION DESCRIPTION
 DQ1013
 DQ1013'DESCRIBED BY MN DEPT OF TRANSP 2015
 DQ1013'THE STATION IS LOCATED ABOUT 6.1 MI (9.8 KM) NORTH-NORTHWEST OF SOGN,
 DQ1013'3.6 MI (5.8 KM) SOUTHEAST OF RANDOLPH AND 3.2 MI (5.1 KM)
 DQ1013'WEST-SOUTHWEST OF CANNON FALLS.
 DQ1013'
 DQ1013'TO REACH THE MARK GO 2.25 MI (3.6 KM) EAST ALONG TRUNK HIGHWAY 19
 DQ1013'FROM THE JUNCTION OF TRUNK HIGHWAY 19 AND TRUNK HIGHWAY 56 (JUNCTION
 DQ1013'IS 2.8 MI (4.5 KM) SOUTH OF RANDOLPH), AT TRUNK HIGHWAY 19 MILE POINT
 DQ1013'187.55.
 DQ1013'
 DQ1013'THE MARK SI LOCATED 72.8 FT (22.2 M) NORTHWEST OF TRUNK HIGHWAY 19,
 DQ1013'0.45 MI (0.7 KM) SOUTHWEST OF THE JUNCTION OF TRUNK HIGHWAY 19 AND
 DQ1013'40TH AVENUE AND 310TH STREET, 2.2 FT (0.7 M) SOUTHEAST OF A WITNESS
 DQ1013'POST.
 DQ1013'
 DQ1013'NOTE - THE STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM
 DQ1013'ROD DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION REMOVABLE
 DQ1013'DISK SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH
 DQ1013'PVC PIPE BACK FILLED WITH WASHED SAND.
 DQ1013
 DQ1013                          STATION RECOVERY (2023)
 DQ1013
 DQ1013'RECOVERY NOTE BY MN DEPT OF TRANSP 2023 (MJS)
 DQ1013'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DQ1012 ***********************************************************************
 DQ1012  DESIGNATION -  2502 K
 DQ1012  PID         -  DQ1012
 DQ1012  STATE/COUNTY-  MN/GOODHUE
 DQ1012  COUNTRY     -  US
 DQ1012  USGS QUAD   -  SOGN (2019)
 DQ1012
 DQ1012                         *CURRENT SURVEY CONTROL
 DQ1012  ______________________________________________________________________
 DQ1012* NAD 83(1986) POSITION- 44 29 37.44   (N) 092 57 34.83   (W)   HD_HELD1
 DQ1012* NAVD 88 ORTHO HEIGHT -   306.124 (meters)     1004.34  (feet) ADJUSTED
 DQ1012  ______________________________________________________________________
 DQ1012  GEOID HEIGHT    -        -29.139 (meters)                     GEOID18
 DQ1012  DYNAMIC HEIGHT  -        306.083 (meters)     1004.21  (feet) COMP
 DQ1012  MODELED GRAVITY -    980,472.8   (mgal)                       NAVD 88
 DQ1012
 DQ1012  VERT ORDER      -  SECOND    CLASS I
 DQ1012
 DQ1012.The horizontal coordinates were determined by differentially corrected
 DQ1012.hand held GPS observations or other comparable positioning techniques
 DQ1012.and have an estimated accuracy of +/- 3 meters.
 DQ1012
 DQ1012.The orthometric height was determined by differential leveling and
 DQ1012.adjusted by the NATIONAL GEODETIC SURVEY
 DQ1012.in September 2016.
 DQ1012
 DQ1012.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ1012.GEOID18 height accuracy estimate available here.
 DQ1012
 DQ1012.Click photographs - Photos may exist for this station.
 DQ1012
 DQ1012.The dynamic height is computed by dividing the NAVD 88
 DQ1012.geopotential number by the normal gravity value computed on the
 DQ1012.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ1012.degrees latitude (g = 980.6199 gals.).
 DQ1012
 DQ1012.The modeled gravity was interpolated from observed gravity values.
 DQ1012
 DQ1012;                    North         East    Units  Estimated Accuracy
 DQ1012;SPC MN S     -   266,497.1     882,736.8     MT  (+/- 3 meters HH1 GPS) 
 DQ1012
 DQ1012_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWK0320626713(NAD 83)
 DQ1012
 DQ1012                          SUPERSEDED SURVEY CONTROL
 DQ1012
 DQ1012.No superseded survey control is available for this station.
 DQ1012
 DQ1012_MARKER: F = FLANGE-ENCASED ROD
 DQ1012_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DQ1012_STAMPING: 2502 K 2015
 DQ1012_MARK LOGO: MNDT
 DQ1012_PROJECTION: RECESSED 5 CENTIMETERS
 DQ1012_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DQ1012_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ1012_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ1012+SATELLITE: SATELLITE OBSERVATIONS - September 27, 2023
 DQ1012_ROD/PIPE-DEPTH: 3.7 meters
 DQ1012
 DQ1012  HISTORY     - Date     Condition        Report By
 DQ1012  HISTORY     - 20150506 MONUMENTED       MNDT
 DQ1012  HISTORY     - 20230927 GOOD             MNDT
 DQ1012
 DQ1012                          STATION DESCRIPTION
 DQ1012
 DQ1012'DESCRIBED BY MN DEPT OF TRANSP 2015
 DQ1012'THE STATION IS LOCATED ABOUT 6.2 MI (10.0 KM) NORTH-NORTHWEST OF SOGN,
 DQ1012'3.7 MI (6.0 KM) SOUTHEAST OF RANDOLPH AND 2.8 MI (4.5 KM)
 DQ1012'WEST-SOUTHWEST OF CANNON FALLS.
 DQ1012'
 DQ1012'TO REACH THE MARK GO 2.7 MI (4.3 KM) EAST ALONG TRUNK HIGHWAY 19  FROM
 DQ1012'THE JUNCTION OF TRUNK HIGHWAY 19 AND TRUNK HIGHWAY 56 (JUNCTION IS 2.8
 DQ1012'MI (4.5 KM) SOUTH OF RANDOLPH), AT TRUNK HIGHWAY 19 MILE POINT 188.0.
 DQ1012'
 DQ1012'THE MARK IS LOCATED 72.1 FT (22.0 M) SOUTHEAST OF TRUNK HIGHWAY 19,
 DQ1012'103.8 FT (31.6 M) SOUTHWEST OF THE JUNCTION OF TRUNK HIGHWAY 19 AND
 DQ1012'40TH AVENUE AND 310TH STREET, 1.5 FT (0.5 M) NORTHWEST OF A WITNESS
 DQ1012'POST.
 DQ1012'
 DQ1012'NOTE - THE STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM
 DQ1012'ROD DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION REMOVABLE
 DQ1012'DISK SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH
 DQ1012'PVC PIPE BACK FILLED WITH WASHED SAND.
 DQ1012
 DQ1012                          STATION RECOVERY (2023)
 DQ1012
 DQ1012'RECOVERY NOTE BY MN DEPT OF TRANSP 2023 (MJS)
 DQ1012'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DQ1011 ***********************************************************************
 DQ1011  DESIGNATION -  2502 L
 DQ1011  PID         -  DQ1011
 DQ1011  STATE/COUNTY-  MN/GOODHUE
 DQ1011  COUNTRY     -  US
 DQ1011  USGS QUAD   -  SOGN (2019)
 DQ1011
 DQ1011                         *CURRENT SURVEY CONTROL
 DQ1011  ______________________________________________________________________
 DQ1011* NAD 83(1986) POSITION- 44 29 53.29   (N) 092 57 02.67   (W)   HD_HELD1
 DQ1011* NAVD 88 ORTHO HEIGHT -   311.286 (meters)     1021.28  (feet) ADJUSTED
 DQ1011  ______________________________________________________________________
 DQ1011  GEOID HEIGHT    -        -29.173 (meters)                     GEOID18
 DQ1011  DYNAMIC HEIGHT  -        311.244 (meters)     1021.14  (feet) COMP
 DQ1011  MODELED GRAVITY -    980,472.6   (mgal)                       NAVD 88
 DQ1011
 DQ1011  VERT ORDER      -  SECOND    CLASS I
 DQ1011
 DQ1011.The horizontal coordinates were determined by differentially corrected
 DQ1011.hand held GPS observations or other comparable positioning techniques
 DQ1011.and have an estimated accuracy of +/- 3 meters.
 DQ1011
 DQ1011.The orthometric height was determined by differential leveling and
 DQ1011.adjusted by the NATIONAL GEODETIC SURVEY
 DQ1011.in September 2016.
 DQ1011
 DQ1011.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ1011.GEOID18 height accuracy estimate available here.
 DQ1011
 DQ1011.Click photographs - Photos may exist for this station.
 DQ1011
 DQ1011.The dynamic height is computed by dividing the NAVD 88
 DQ1011.geopotential number by the normal gravity value computed on the
 DQ1011.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ1011.degrees latitude (g = 980.6199 gals.).
 DQ1011
 DQ1011.The modeled gravity was interpolated from observed gravity values.
 DQ1011
 DQ1011;                    North         East    Units  Estimated Accuracy
 DQ1011;SPC MN S     -   266,995.4     883,440.9     MT  (+/- 3 meters HH1 GPS) 
 DQ1011
 DQ1011_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWK0391627203(NAD 83)
 DQ1011
 DQ1011                          SUPERSEDED SURVEY CONTROL
 DQ1011
 DQ1011.No superseded survey control is available for this station.
 DQ1011
 DQ1011_MARKER: F = FLANGE-ENCASED ROD
 DQ1011_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DQ1011_STAMPING: 2502 L 2015
 DQ1011_MARK LOGO: MNDT
 DQ1011_PROJECTION: RECESSED 15 CENTIMETERS
 DQ1011_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DQ1011_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ1011_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ1011+SATELLITE: SATELLITE OBSERVATIONS - September 27, 2023
 DQ1011_ROD/PIPE-DEPTH: 3.4 meters
 DQ1011
 DQ1011  HISTORY     - Date     Condition        Report By
 DQ1011  HISTORY     - 20150506 MONUMENTED       MNDT
 DQ1011  HISTORY     - 20230927 GOOD             MNDT
 DQ1011
 DQ1011                          STATION DESCRIPTION
 DQ1011
 DQ1011'DESCRIBED BY MN DEPT OF TRANSP 2015
 DQ1011'THE STATION IS LOCATED ABOUT 6.4 MI (10.3 KM) NORTH OF SOGN, 3.9 MI
 DQ1011'(6.3 KM) EAST-SOUTHEAST OF RANDOLPH AND 2.3 MI (3.7 KM) WEST-SOUTHWEST
 DQ1011'OF CANNON FALLS.
 DQ1011'
 DQ1011'TO REACH THE MARK GO 1.9 MI (3.1 KM) WEST ALONG TRUNK HIGHWAY 19  FROM
 DQ1011'THE JUNCTION OF TRUNK HIGHWAY 19 AND TRUNK HIGHWAY 52 IN CANNON FALLS,
 DQ1011'AT TRUNK HIGHWAY 19 MILE POINT 188.50.
 DQ1011'
 DQ1011'THE MARK IS LOCATED 80.4 FT (24.5 M) NORTHWEST OF TRUNK HIGHWAY 19,
 DQ1011'0.5 MI (0.8 KM) NORTHEAST OF THE JUNCTION OF TRUNK HIGHWAY 19 AND 40TH
 DQ1011'AVENUE AND 310TH STREET, 0.8 MI (1.3 KM) SOUTHWEST OF SCOUT RIDGE
 DQ1011'ROAD, 123.5 FT (37.6 M) SOUTHWEST OF CABLE BOX NUMBER H12, 1.5 FT (0.5
 DQ1011'M) NORTHEAST OF A WITNESS POST.
 DQ1011'
 DQ1011'NOTE - THE STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM
 DQ1011'ROD DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION REMOVABLE
 DQ1011'DISK SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH
 DQ1011'PVC PIPE BACK FILLED WITH WASHED SAND.
 DQ1011
 DQ1011                          STATION RECOVERY (2023)
 DQ1011
 DQ1011'RECOVERY NOTE BY MN DEPT OF TRANSP 2023 (MJS)
 DQ1011'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DK6758 ***********************************************************************
 DK6758  DESIGNATION -  2503 E
 DK6758  PID         -  DK6758
 DK6758  STATE/COUNTY-  MN/GOODHUE
 DK6758  COUNTRY     -  US
 DK6758  USGS QUAD   -  WELCH (2019)
 DK6758
 DK6758                         *CURRENT SURVEY CONTROL
 DK6758  ______________________________________________________________________
 DK6758* NAD 83(1986) POSITION- 44 30 22.52   (N) 092 44 36.40   (W)   HD_HELD1
 DK6758* NAVD 88 ORTHO HEIGHT -   273.011 (meters)      895.70  (feet) ADJUSTED
 DK6758  ______________________________________________________________________
 DK6758  GEOID HEIGHT    -        -29.858 (meters)                     GEOID18
 DK6758  DYNAMIC HEIGHT  -        272.967 (meters)      895.56  (feet) COMP
 DK6758  MODELED GRAVITY -    980,452.7   (mgal)                       NAVD 88
 DK6758
 DK6758  VERT ORDER      -  SECOND    CLASS I
 DK6758
 DK6758.The horizontal coordinates were determined by differentially corrected
 DK6758.hand held GPS observations or other comparable positioning techniques
 DK6758.and have an estimated accuracy of +/- 3 meters.
 DK6758
 DK6758.The orthometric height was determined by differential leveling and
 DK6758.adjusted by the NATIONAL GEODETIC SURVEY
 DK6758.in December 2008.
 DK6758
 DK6758.Significant digits in the geoid height do not necessarily reflect accuracy.
 DK6758.GEOID18 height accuracy estimate available here.
 DK6758
 DK6758.Click photographs - Photos may exist for this station.
 DK6758
 DK6758.The dynamic height is computed by dividing the NAVD 88
 DK6758.geopotential number by the normal gravity value computed on the
 DK6758.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK6758.degrees latitude (g = 980.6199 gals.).
 DK6758
 DK6758.The modeled gravity was interpolated from observed gravity values.
 DK6758
 DK6758;                    North         East    Units  Estimated Accuracy
 DK6758;SPC MN S     -   268,130.0     899,910.9     MT  (+/- 3 meters HH1 GPS) 
 DK6758
 DK6758_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWK2039328136(NAD 83)
 DK6758
 DK6758                          SUPERSEDED SURVEY CONTROL
 DK6758
 DK6758.No superseded survey control is available for this station.
 DK6758
 DK6758_MARKER: DB = BENCH MARK DISK
 DK6758_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DK6758_STAMPING: 2503 E 1958
 DK6758_MARK LOGO: MNHD
 DK6758_PROJECTION: FLUSH
 DK6758_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DK6758_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DK6758+STABILITY: SURFACE MOTION
 DK6758_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DK6758+SATELLITE: SATELLITE OBSERVATIONS - September 16, 2008
 DK6758
 DK6758  HISTORY     - Date     Condition        Report By
 DK6758  HISTORY     - 1958     MONUMENTED       MNHD
 DK6758  HISTORY     - 20051130 GOOD             MNDT
 DK6758  HISTORY     - 20080916 GOOD             MNDT
 DK6758
 DK6758                          STATION DESCRIPTION
 DK6758
 DK6758'DESCRIBED BY MN DEPT OF TRANSP 2005 (MPP)
 DK6758'THE MARK IS LOCATED ABOUT 7.4 MI (11.9 KM) SOUTH-SOUTHEAST OF
 DK6758'MIESVILLE, 4.3 MI (6.9 KM) SOUTH OF WELCH AND 3.6 MI (5.8 KM)
 DK6758'NORTH-NORTHEAST OF WHITE ROCK, 0.85 MI (1.4 KM) WEST OF VASA, 0.85 MI
 DK6758'(1.4 KM) WEST OF THE JUNCTION OF TRUNK HIGHWAY 19 AND COUNTY ROAD 7,
 DK6758'AT TRUNK HIGHWAY 19 MILE POINT 199.65, 63 FT (19.2 M) SOUTH OF TRUNK
 DK6758'HIGHWAY 19, 150 FT (45.7 M) WEST OF A NORTH ENTRANCE, 0.7 FT (0.2 M)
 DK6758'NORTH OF A WITNESS POST.
 DK6758
 DK6758                          STATION RECOVERY (2008)
 DK6758
 DK6758'RECOVERY NOTE BY MN DEPT OF TRANSP 2008 (MA)
 DK6758'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DK6760 ***********************************************************************
 DK6760  DESIGNATION -  2503 G
 DK6760  PID         -  DK6760
 DK6760  STATE/COUNTY-  MN/GOODHUE
 DK6760  COUNTRY     -  US
 DK6760  USGS QUAD   -  WELCH (2019)
 DK6760
 DK6760                         *CURRENT SURVEY CONTROL
 DK6760  ______________________________________________________________________
 DK6760* NAD 83(1986) POSITION- 44 30 13.57   (N) 092 42 39.35   (W)   HD_HELD1
 DK6760* NAVD 88 ORTHO HEIGHT -   330.123 (meters)     1083.08  (feet) ADJUSTED
 DK6760  ______________________________________________________________________
 DK6760  GEOID HEIGHT    -        -29.929 (meters)                     GEOID18
 DK6760  DYNAMIC HEIGHT  -        330.071 (meters)     1082.91  (feet) COMP
 DK6760  MODELED GRAVITY -    980,451.8   (mgal)                       NAVD 88
 DK6760
 DK6760  VERT ORDER      -  SECOND    CLASS I
 DK6760
 DK6760.The horizontal coordinates were determined by differentially corrected
 DK6760.hand held GPS observations or other comparable positioning techniques
 DK6760.and have an estimated accuracy of +/- 3 meters.
 DK6760
 DK6760.The orthometric height was determined by differential leveling and
 DK6760.adjusted by the NATIONAL GEODETIC SURVEY
 DK6760.in December 2008.
 DK6760
 DK6760.Significant digits in the geoid height do not necessarily reflect accuracy.
 DK6760.GEOID18 height accuracy estimate available here.
 DK6760
 DK6760.Click photographs - Photos may exist for this station.
 DK6760
 DK6760.The dynamic height is computed by dividing the NAVD 88
 DK6760.geopotential number by the normal gravity value computed on the
 DK6760.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK6760.degrees latitude (g = 980.6199 gals.).
 DK6760
 DK6760.The modeled gravity was interpolated from observed gravity values.
 DK6760
 DK6760;                    North         East    Units  Estimated Accuracy
 DK6760;SPC MN S     -   267,894.0     902,500.3     MT  (+/- 3 meters HH1 GPS) 
 DK6760
 DK6760_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWK2297827868(NAD 83)
 DK6760
 DK6760                          SUPERSEDED SURVEY CONTROL
 DK6760
 DK6760.No superseded survey control is available for this station.
 DK6760
 DK6760_MARKER: DB = BENCH MARK DISK
 DK6760_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DK6760_STAMPING: 2503 G 1958
 DK6760_MARK LOGO: MNHD
 DK6760_PROJECTION: RECESSED 3 CENTIMETERS
 DK6760_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DK6760_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DK6760+STABILITY: SURFACE MOTION
 DK6760_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DK6760+SATELLITE: SATELLITE OBSERVATIONS - September 16, 2008
 DK6760
 DK6760  HISTORY     - Date     Condition        Report By
 DK6760  HISTORY     - 1958     MONUMENTED       MNHD
 DK6760  HISTORY     - 20051130 GOOD             MNDT
 DK6760  HISTORY     - 20080916 GOOD             MNDT
 DK6760
 DK6760                          STATION DESCRIPTION
 DK6760
 DK6760'DESCRIBED BY MN DEPT OF TRANSP 2005 (MPP)
 DK6760'THE MARK IS LOCATED ABOUT 8.3 MI (13.4 KM) NORTH-NORTHWEST OF GOODHUE,
 DK6760'4.7 MI (7.6 KM) SOUTH-SOUTHEAST OF WELCH AND 4.3 MI (6.9 KM) NORTHEAST
 DK6760'OF WHITE ROCK, 0.3 MI (0.5 KM) EAST OF VASA, 0.8 MI (1.3 KM) EAST OF
 DK6760'THE JUNCTION OF TRUNK HIGHWAY 19 AND COUNTY ROAD 7, AT TRUNK HIGHWAY
 DK6760'19 MILE POINT 201.20, 74 FT (22.6 M) NORTH OF TRUNK HIGHWAY 19, 37 FT
 DK6760'(11.3 M) EAST OF A FIELD ENTRANCE, 39 FT (11.9 M) NORTHEAST OF EAST
 DK6760'END OF CULVERT, 3 FT (0.9 M) SOUTH OF EDGE OF FIELD, 1.0 FT (0.3 M)
 DK6760'SOUTH OF A WITNESS POST.
 DK6760
 DK6760                          STATION RECOVERY (2008)
 DK6760
 DK6760'RECOVERY NOTE BY MN DEPT OF TRANSP 2008 (MA)
 DK6760'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DK6763 ***********************************************************************
 DK6763  DESIGNATION -  2503 K
 DK6763  PID         -  DK6763
 DK6763  STATE/COUNTY-  MN/GOODHUE
 DK6763  COUNTRY     -  US
 DK6763  USGS QUAD   -  WELCH (2019)
 DK6763
 DK6763                         *CURRENT SURVEY CONTROL
 DK6763  ______________________________________________________________________
 DK6763* NAD 83(1986) POSITION- 44 31 13.3    (N) 092 40 39.4    (W)   HD_HELD2
 DK6763* NAVD 88 ORTHO HEIGHT -   300.725 (meters)      986.63  (feet) ADJUSTED
 DK6763  ______________________________________________________________________
 DK6763  GEOID HEIGHT    -        -29.997 (meters)                     GEOID18
 DK6763  DYNAMIC HEIGHT  -        300.679 (meters)      986.48  (feet) COMP
 DK6763  MODELED GRAVITY -    980,454.6   (mgal)                       NAVD 88
 DK6763
 DK6763  VERT ORDER      -  SECOND    CLASS I
 DK6763
 DK6763.The horizontal coordinates were established by autonomous hand held GPS
 DK6763.observations and have an estimated accuracy of +/- 10 meters.
 DK6763
 DK6763.The orthometric height was determined by differential leveling and
 DK6763.adjusted by the NATIONAL GEODETIC SURVEY
 DK6763.in December 2008.
 DK6763
 DK6763.Significant digits in the geoid height do not necessarily reflect accuracy.
 DK6763.GEOID18 height accuracy estimate available here.
 DK6763
 DK6763.Click photographs - Photos may exist for this station.
 DK6763
 DK6763.The dynamic height is computed by dividing the NAVD 88
 DK6763.geopotential number by the normal gravity value computed on the
 DK6763.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK6763.degrees latitude (g = 980.6199 gals.).
 DK6763
 DK6763.The modeled gravity was interpolated from observed gravity values.
 DK6763
 DK6763;                    North         East    Units  Estimated Accuracy
 DK6763;SPC MN S     -   269,780.      905,120.      MT  (+/- 10 meters HH2 GPS)
 DK6763
 DK6763_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWK2562029721(NAD 83)
 DK6763
 DK6763                          SUPERSEDED SURVEY CONTROL
 DK6763
 DK6763.No superseded survey control is available for this station.
 DK6763
 DK6763_MARKER: DB = BENCH MARK DISK
 DK6763_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DK6763_STAMPING: 2503 K 1958
 DK6763_MARK LOGO: MNHD
 DK6763_PROJECTION: FLUSH
 DK6763_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DK6763_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DK6763+STABILITY: SURFACE MOTION
 DK6763_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DK6763+SATELLITE: SATELLITE OBSERVATIONS - September 16, 2008
 DK6763
 DK6763  HISTORY     - Date     Condition        Report By
 DK6763  HISTORY     - 1958     MONUMENTED       MNHD
 DK6763  HISTORY     - 20051130 GOOD             MNDT
 DK6763  HISTORY     - 20080916 GOOD             MNDT
 DK6763
 DK6763                          STATION DESCRIPTION
 DK6763
 DK6763'DESCRIBED BY MN DEPT OF TRANSP 2005 (MPP)
 DK6763'THE MARK IS LOCATED ABOUT 7.7 MI (12.4 KM) WEST-SOUTHWEST OF RED WING,
 DK6763'6.2 MI (10.0 KM) NORTHEAST OF WHITE ROCK AND 4.5 MI (7.2 KM) SOUTHEAST
 DK6763'OF WELCH, 2.3 MI (3.7 KM) NORTHEAST OF VASA, 1.8 MI (2.9 KM) NORTHEAST
 DK6763'OF THE JUNCTION OF TRUNK HIGHWAY 19 AND COUNTY ROAD 7, AT TRUNK
 DK6763'HIGHWAY 19 MILE POINT 203.40, 56 FT (17.1 M) EAST OF TRUNK HIGHWAY 19,
 DK6763'68 FT (20.7 M) WEST OF POWER LINE, 28 FT (8.5 M) NORTH OF A FIELD
 DK6763'ENTRANCE, HALFWAY UP BACK SLOPE, 1.2 FT (0.4 M) WEST OF A WITNESS
 DK6763'POST.
 DK6763
 DK6763                          STATION RECOVERY (2008)
 DK6763
 DK6763'RECOVERY NOTE BY MN DEPT OF TRANSP 2008 (MA)
 DK6763'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DK6766 ***********************************************************************
 DK6766  DESIGNATION -  2503 L
 DK6766  PID         -  DK6766
 DK6766  STATE/COUNTY-  MN/GOODHUE
 DK6766  COUNTRY     -  US
 DK6766  USGS QUAD   -  WELCH (2019)
 DK6766
 DK6766                         *CURRENT SURVEY CONTROL
 DK6766  ______________________________________________________________________
 DK6766* NAD 83(1986) POSITION- 44 33 27.38   (N) 092 38 34.69   (W)   HD_HELD1
 DK6766* NAVD 88 ORTHO HEIGHT -   250.283 (meters)      821.14  (feet) ADJUSTED
 DK6766  ______________________________________________________________________
 DK6766  GEOID HEIGHT    -        -30.067 (meters)                     GEOID18
 DK6766  DYNAMIC HEIGHT  -        250.245 (meters)      821.01  (feet) COMP
 DK6766  MODELED GRAVITY -    980,463.8   (mgal)                       NAVD 88
 DK6766
 DK6766  VERT ORDER      -  SECOND    CLASS I
 DK6766
 DK6766.The horizontal coordinates were determined by differentially corrected
 DK6766.hand held GPS observations or other comparable positioning techniques
 DK6766.and have an estimated accuracy of +/- 3 meters.
 DK6766
 DK6766.The orthometric height was determined by differential leveling and
 DK6766.adjusted by the NATIONAL GEODETIC SURVEY
 DK6766.in December 2008.
 DK6766
 DK6766.Significant digits in the geoid height do not necessarily reflect accuracy.
 DK6766.GEOID18 height accuracy estimate available here.
 DK6766
 DK6766.Click photographs - Photos may exist for this station.
 DK6766
 DK6766.The dynamic height is computed by dividing the NAVD 88
 DK6766.geopotential number by the normal gravity value computed on the
 DK6766.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK6766.degrees latitude (g = 980.6199 gals.).
 DK6766
 DK6766.The modeled gravity was interpolated from observed gravity values.
 DK6766
 DK6766;                    North         East    Units  Estimated Accuracy
 DK6766;SPC MN S     -   273,962.6     907,804.4     MT  (+/- 3 meters HH1 GPS) 
 DK6766
 DK6766_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWK2835533869(NAD 83)
 DK6766
 DK6766                          SUPERSEDED SURVEY CONTROL
 DK6766
 DK6766.No superseded survey control is available for this station.
 DK6766
 DK6766_MARKER: DV = VERTICAL CONTROL DISK
 DK6766_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DK6766_SP_SET: BRIDGE ABUTMENT
 DK6766_STAMPING: 2503 L 2005
 DK6766_MARK LOGO: MNHD
 DK6766_MAGNETIC: N = NO MAGNETIC MATERIAL
 DK6766_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DK6766_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DK6766+SATELLITE: SATELLITE OBSERVATIONS - October 23, 2014
 DK6766
 DK6766  HISTORY     - Date     Condition        Report By
 DK6766  HISTORY     - 1988     MONUMENTED       MNDT
 DK6766  HISTORY     - 20051130 GOOD             MNDT
 DK6766  HISTORY     - 20080916 GOOD             MNDT
 DK6766  HISTORY     - 20141023 GOOD             MNDT
 DK6766
 DK6766                          STATION DESCRIPTION
 DK6766
 DK6766'DESCRIBED BY MN DEPT OF TRANSP 2005 (MPP)
 DK6766'THE MARK IS 0.5 MI (0.8 KM) SOUTH OF RED WING, IN BRIDGE ABUTMENT IN
 DK6766'SOUTHEAST CORNER OF MILLING ROAD BRIDGE NUMBER 25524 OVER CREEK, 0.8
 DK6766'MI (1.3 KM) SOUTH ALONG TRUNK HIGHWAY 19 FROM THE JUNCTION OF TRUNK
 DK6766'HIGHWAY 19 AND TRUNK HIGHWAY 61 IN RED WING TO TRUNK HIGHWAY 19 MILE
 DK6766'POINT 206.75, THENCE 0.05 MI (0.1 KM) EAST ON MILLING ROAD, 25.0 FT
 DK6766'(7.6 M) SOUTH OF MILLING ROAD.
 DK6766
 DK6766                          STATION RECOVERY (2008)
 DK6766
 DK6766'RECOVERY NOTE BY MN DEPT OF TRANSP 2008 (MA)
 DK6766'RECOVERED AS DESCRIBED.
 DK6766
 DK6766                          STATION RECOVERY (2014)
 DK6766
 DK6766'RECOVERY NOTE BY MN DEPT OF TRANSP 2014 (KMS)
 DK6766'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DK3523 ***********************************************************************
 DK3523  DESIGNATION -  2503 M
 DK3523  PID         -  DK3523
 DK3523  STATE/COUNTY-  MN/GOODHUE
 DK3523  COUNTRY     -  US
 DK3523  USGS QUAD   -  WELCH (2019)
 DK3523
 DK3523                         *CURRENT SURVEY CONTROL
 DK3523  ______________________________________________________________________
 DK3523* NAD 83(2011) POSITION- 44 32 48.24237(N) 092 39 16.39181(W)   ADJUSTED
 DK3523* NAD 83(2011) ELLIP HT-   221.406 (meters)        (06/27/12)   ADJUSTED
 DK3523* NAD 83(2011) EPOCH   -  2010.00
 DK3523* NAVD 88 ORTHO HEIGHT -   251.457 (meters)      824.99  (feet) ADJUSTED
 DK3523  ______________________________________________________________________
 DK3523  GEOID HEIGHT    -        -30.043 (meters)                     GEOID18
 DK3523  NAD 83(2011) X  -   -210,878.596 (meters)                     COMP
 DK3523  NAD 83(2011) Y  - -4,548,338.613 (meters)                     COMP
 DK3523  NAD 83(2011) Z  -  4,451,746.069 (meters)                     COMP
 DK3523  LAPLACE CORR    -         -5.25  (seconds)                    DEFLEC18
 DK3523  DYNAMIC HEIGHT  -        251.419 (meters)      824.86  (feet) COMP
 DK3523  MODELED GRAVITY -    980,460.8   (mgal)                       NAVD 88
 DK3523
 DK3523  VERT ORDER      -  SECOND    CLASS I
 DK3523
 DK3523  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DK3523  Standards:
 DK3523         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DK3523            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DK3523  -------------------------------------------------------------------
 DK3523  NETWORK    0.52   0.80           0.24   0.17   0.41      0.08749282
 DK3523  -------------------------------------------------------------------
 DK3523  Click here for local accuracies and other accuracy information.
 DK3523
 DK3523.The horizontal coordinates were established by GPS observations
 DK3523.and adjusted by the National Geodetic Survey in June 2012.
 DK3523
 DK3523.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DK3523.been affixed to the stable North American tectonic plate. See 
 DK3523.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DK3523
 DK3523.The horizontal coordinates are valid at the epoch date displayed above
 DK3523.which is a decimal equivalence of Year/Month/Day.
 DK3523
 DK3523.The orthometric height was determined by differential leveling and
 DK3523.adjusted by the NATIONAL GEODETIC SURVEY
 DK3523.in December 2008.
 DK3523
 DK3523.Significant digits in the geoid height do not necessarily reflect accuracy.
 DK3523.GEOID18 height accuracy estimate available here.
 DK3523
 DK3523.Click photographs - Photos may exist for this station.
 DK3523
 DK3523.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DK3523
 DK3523.The Laplace correction was computed from DEFLEC18 derived deflections.
 DK3523
 DK3523.The ellipsoidal height was determined by GPS observations
 DK3523.and is referenced to NAD 83.
 DK3523
 DK3523.The dynamic height is computed by dividing the NAVD 88
 DK3523.geopotential number by the normal gravity value computed on the
 DK3523.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK3523.degrees latitude (g = 980.6199 gals.).
 DK3523
 DK3523.The modeled gravity was interpolated from observed gravity values.
 DK3523
 DK3523. The following values were computed from the NAD 83(2011) position.
 DK3523
 DK3523;                    North         East     Units Scale Factor Converg.
 DK3523;SPC MN S     -   272,739.570   906,904.148   MT  0.99992235   +0 56 35.0
 DK3523;SPC MN S     -   894,813.07  2,975,401.36   sFT  0.99992235   +0 56 35.0
 DK3523;UTM  15      - 4,932,658.327   527,440.294   MT  0.99960926   +0 14 32.4
 DK3523
 DK3523!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DK3523!SPC MN S     -   0.99996529  x   0.99992235  =   0.99988764
 DK3523!UTM  15      -   0.99996529  x   0.99960926  =   0.99957456
 DK3523
 DK3523_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWK2744032658(NAD 83)
 DK3523
 DK3523                          SUPERSEDED SURVEY CONTROL
 DK3523
 DK3523  NAD 83(2007)-  44 32 48.24244(N)    092 39 16.39260(W) AD(2002.00) 1
 DK3523  ELLIP H (07/30/09)  221.431  (m)                       GP(2002.00) 3 2
 DK3523  NAD 83(1996)-  44 32 48.24229(N)    092 39 16.39218(W) AD(       ) 1
 DK3523  ELLIP H (03/06/08)  221.466  (m)                       GP(       ) 3 2
 DK3523  NAVD 88             251.46   (m)          825.0    (f) LEVELING    3  
 DK3523
 DK3523.Superseded values are not recommended for survey control.
 DK3523
 DK3523.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK3523.See file dsdata.pdf to determine how the superseded data were derived.
 DK3523
 DK3523_MARKER: DD = SURVEY DISK
 DK3523_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DK3523_STAMPING: 2503 M 2005
 DK3523_MARK LOGO: MNDT
 DK3523_PROJECTION: RECESSED 3 CENTIMETERS
 DK3523_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DK3523_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DK3523_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DK3523+SATELLITE: SATELLITE OBSERVATIONS - October 23, 2014
 DK3523_ROD/PIPE-DEPTH: 21.3 meters
 DK3523
 DK3523  HISTORY     - Date     Condition        Report By
 DK3523  HISTORY     - 2005     MONUMENTED       MNDT
 DK3523  HISTORY     - 20051101 GOOD             MNDT
 DK3523  HISTORY     - 20060825 GOOD             MNDT
 DK3523  HISTORY     - 20080916 GOOD             MNDT
 DK3523  HISTORY     - 20141023 GOOD             MNDT
 DK3523
 DK3523                          STATION DESCRIPTION
 DK3523
 DK3523'DESCRIBED BY MN DEPT OF TRANSP 2005 (WAS)
 DK3523'THE MARK IS LOCATED ABOUT 8.4 MI (13.5 KM) NORTHEAST OF WHITE ROCK,
 DK3523'6.1 MI (9.8 KM) WEST OF RED WING AND 4.4 MI (7.1 KM) EAST-SOUTHEAST OF
 DK3523'WELCH, 5.0 MI (8.0 KM) NORTHEAST OF VASA, 5.40 MI (8.7 KM) NORTHEAST
 DK3523'ALONG TRUNK HIGHWAY 19 FROM THE JUNCTION OF TRUNK HIGHWAY 19 AND
 DK3523'COUNTY ROAD 7 IN VASA, AT TRUNK HIGHWAY 19 MILE POINT 205.75, 77.6 FT
 DK3523'(23.7 M) WEST-NORTHWEST OF TRUNK HIGHWAY 19, 2.7 FT (0.8 M) SOUTHEAST
 DK3523'OF A FENCE CORNER, 1.0 FT (0.3 M) EAST OF A WITNESS POST.
 DK3523'
 DK3523'MARK SET WITH A 3 FT (0.9 M) 3D STABILIZING FIN-SLEEVE.
 DK3523
 DK3523                          STATION RECOVERY (2006)
 DK3523
 DK3523'RECOVERY NOTE BY MN DEPT OF TRANSP 2006 (MPP)
 DK3523'THE MARK WAS RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.
 DK3523'THE MARK IS 5.0 MILES (8.0 KM) NORTHEAST OF VASA, 5.40 MILES (8.69 KM)
 DK3523'NORTHEAST ALONG TRUNK HIGHWAY 19 FROM JUNCTION OF TRUNK HIGHWAY 19 AND
 DK3523'COUNTY ROAD 7 IN VASA, AT TRUNK HIGHWAY 19 MILEPOINT 205.75, 77.6 FEET
 DK3523'(23.7 M) WEST-NORTHWEST OF TRUNK HIGHWAY 19, 2.7 FEET (0.8 M)
 DK3523'SOUTHEAST OF FENCE CORNER, 1.0 FOOT (0.3 M) EAST OF WITNESS POST.
 DK3523
 DK3523                          STATION RECOVERY (2008)
 DK3523
 DK3523'RECOVERY NOTE BY MN DEPT OF TRANSP 2008 (MA)
 DK3523'RECOVERED AS DESCRIBED.
 DK3523
 DK3523                          STATION RECOVERY (2014)
 DK3523
 DK3523'RECOVERY NOTE BY MN DEPT OF TRANSP 2014 (KMS)
 DK3523'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DK6765 ***********************************************************************
 DK6765  DESIGNATION -  2503 N
 DK6765  PID         -  DK6765
 DK6765  STATE/COUNTY-  MN/GOODHUE
 DK6765  COUNTRY     -  US
 DK6765  USGS QUAD   -  WELCH (2019)
 DK6765
 DK6765                         *CURRENT SURVEY CONTROL
 DK6765  ______________________________________________________________________
 DK6765* NAD 83(1986) POSITION- 44 32 01.24   (N) 092 39 33.68   (W)   HD_HELD1
 DK6765* NAVD 88 ORTHO HEIGHT -   255.851 (meters)      839.40  (feet) ADJUSTED
 DK6765  ______________________________________________________________________
 DK6765  GEOID HEIGHT    -        -30.033 (meters)                     GEOID18
 DK6765  DYNAMIC HEIGHT  -        255.811 (meters)      839.27  (feet) COMP
 DK6765  MODELED GRAVITY -    980,456.7   (mgal)                       NAVD 88
 DK6765
 DK6765  VERT ORDER      -  SECOND    CLASS I
 DK6765
 DK6765.The horizontal coordinates were determined by differentially corrected
 DK6765.hand held GPS observations or other comparable positioning techniques
 DK6765.and have an estimated accuracy of +/- 3 meters.
 DK6765
 DK6765.The orthometric height was determined by differential leveling and
 DK6765.adjusted by the NATIONAL GEODETIC SURVEY
 DK6765.in December 2008.
 DK6765
 DK6765.Significant digits in the geoid height do not necessarily reflect accuracy.
 DK6765.GEOID18 height accuracy estimate available here.
 DK6765
 DK6765.Click photographs - Photos may exist for this station.
 DK6765
 DK6765.The dynamic height is computed by dividing the NAVD 88
 DK6765.geopotential number by the normal gravity value computed on the
 DK6765.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK6765.degrees latitude (g = 980.6199 gals.).
 DK6765
 DK6765.The modeled gravity was interpolated from observed gravity values.
 DK6765
 DK6765;                    North         East    Units  Estimated Accuracy
 DK6765;SPC MN S     -   271,282.8     906,546.4     MT  (+/- 3 meters HH1 GPS) 
 DK6765
 DK6765_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWK2706431206(NAD 83)
 DK6765
 DK6765                          SUPERSEDED SURVEY CONTROL
 DK6765
 DK6765.No superseded survey control is available for this station.
 DK6765
 DK6765_MARKER: DD = SURVEY DISK
 DK6765_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DK6765_STAMPING: 2503 N 2005
 DK6765_MARK LOGO: MNDT
 DK6765_PROJECTION: RECESSED 8 CENTIMETERS
 DK6765_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DK6765_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DK6765_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DK6765+SATELLITE: SATELLITE OBSERVATIONS - April 21, 2020
 DK6765_ROD/PIPE-DEPTH: 22.9 meters
 DK6765
 DK6765  HISTORY     - Date     Condition        Report By
 DK6765  HISTORY     - 20051207 MONUMENTED       MNDT
 DK6765  HISTORY     - 20080916 GOOD             MNDT
 DK6765  HISTORY     - 20141023 GOOD             MNDT
 DK6765  HISTORY     - 20200421 GOOD             MNDT
 DK6765
 DK6765                          STATION DESCRIPTION
 DK6765
 DK6765'DESCRIBED BY MN DEPT OF TRANSP 2005
 DK6765'THE MARK IS LOCATED ABOUT 7.5 MI (12.1 KM) NORTHEAST OF WHITE ROCK,
 DK6765'6.5 MI (10.5 KM) WEST-SOUTHWEST OF RED WING AND 4.6 MI (7.4 KM)
 DK6765'EAST-SOUTHEAST OF WELCH, 4.0 MI (6.4 KM) NORTHEAST OF VASA, 4.45 MI
 DK6765'(7.2 KM) NORTHEAST ALONG TRUNK HIGHWAY 19 FROM THE JUNCTION OF TRUNK
 DK6765'HIGHWAY 19 AND COUNTY ROAD 7 IN VASA, AT TRUNK HIGHWAY 19 MILE POINT
 DK6765'204.80, 103.4 FT (31.5 M) SOUTHEAST OF TRUNK HIGHWAY 19, 97.8 FT (29.8
 DK6765'M) NORTH-NORTHEAST OF COUNTY ROAD 6, 1.0 FT (0.3 M) NORTHWEST OF A
 DK6765'WITNESS POST.
 DK6765'
 DK6765'MARK SET WITH A 3 FT (0.9 M) 3D STABILIZING FIN-SLEEVE.
 DK6765
 DK6765                          STATION RECOVERY (2008)
 DK6765
 DK6765'RECOVERY NOTE BY MN DEPT OF TRANSP 2008 (MA)
 DK6765'RECOVERED AS DESCRIBED.
 DK6765
 DK6765                          STATION RECOVERY (2014)
 DK6765
 DK6765'RECOVERY NOTE BY MN DEPT OF TRANSP 2014 (MAS)
 DK6765'4.0 MI (6.4 KM) NORTHEAST OF VASA, 4.45 MI (7.2 KM) NORTHEAST ALONG
 DK6765'TRUNK HIGHWAY 19  FROM THE JUNCTION OF TRUNK HIGHWAY 19 AND COUNTY
 DK6765'ROAD 7 IN VASA, AT TRUNK HIGHWAY 19 MILE POINT 204.8, 103.4 FT (31.5
 DK6765'M) SOUTHEAST OF TRUNK HIGHWAY 19, 97.8 FT (29.8 M) NORTH-NORTHEAST OF
 DK6765'COUNTY ROAD 6, 1.0 FT (0.3 M) NORTHWEST OF A WITNESS POST.
 DK6765
 DK6765                          STATION RECOVERY (2020)
 DK6765
 DK6765'RECOVERY NOTE BY MN DEPT OF TRANSP 2020 (BJG)
 DK6765'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DK6764 ***********************************************************************
 DK6764  DESIGNATION -  2503 P
 DK6764  PID         -  DK6764
 DK6764  STATE/COUNTY-  MN/GOODHUE
 DK6764  COUNTRY     -  US
 DK6764  USGS QUAD   -  WELCH (2019)
 DK6764
 DK6764                         *CURRENT SURVEY CONTROL
 DK6764  ______________________________________________________________________
 DK6764* NAD 83(1986) POSITION- 44 31 30.20   (N) 092 40 29.84   (W)   HD_HELD1
 DK6764* NAVD 88 ORTHO HEIGHT -   276.251 (meters)      906.33  (feet) ADJUSTED
 DK6764  ______________________________________________________________________
 DK6764  GEOID HEIGHT    -        -30.003 (meters)                     GEOID18
 DK6764  DYNAMIC HEIGHT  -        276.208 (meters)      906.19  (feet) COMP
 DK6764  MODELED GRAVITY -    980,455.7   (mgal)                       NAVD 88
 DK6764
 DK6764  VERT ORDER      -  SECOND    CLASS I
 DK6764
 DK6764.The horizontal coordinates were determined by differentially corrected
 DK6764.hand held GPS observations or other comparable positioning techniques
 DK6764.and have an estimated accuracy of +/- 3 meters.
 DK6764
 DK6764.The orthometric height was determined by differential leveling and
 DK6764.adjusted by the NATIONAL GEODETIC SURVEY
 DK6764.in December 2008.
 DK6764
 DK6764.Significant digits in the geoid height do not necessarily reflect accuracy.
 DK6764.GEOID18 height accuracy estimate available here.
 DK6764
 DK6764.Click photographs - Photos may exist for this station.
 DK6764
 DK6764.The dynamic height is computed by dividing the NAVD 88
 DK6764.geopotential number by the normal gravity value computed on the
 DK6764.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK6764.degrees latitude (g = 980.6199 gals.).
 DK6764
 DK6764.The modeled gravity was interpolated from observed gravity values.
 DK6764
 DK6764;                    North         East    Units  Estimated Accuracy
 DK6764;SPC MN S     -   270,304.6     905,322.2     MT  (+/- 3 meters HH1 GPS) 
 DK6764
 DK6764_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWK2582930243(NAD 83)
 DK6764
 DK6764                          SUPERSEDED SURVEY CONTROL
 DK6764
 DK6764.No superseded survey control is available for this station.
 DK6764
 DK6764_MARKER: DD = SURVEY DISK
 DK6764_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DK6764_STAMPING: 2503 P 2005
 DK6764_MARK LOGO: MNDT
 DK6764_PROJECTION: RECESSED 5 CENTIMETERS
 DK6764_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DK6764_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DK6764_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DK6764+SATELLITE: SATELLITE OBSERVATIONS - October 23, 2014
 DK6764_ROD/PIPE-DEPTH: 3.7 meters
 DK6764
 DK6764  HISTORY     - Date     Condition        Report By
 DK6764  HISTORY     - 20051207 MONUMENTED       MNDT
 DK6764  HISTORY     - 20080916 GOOD             MNDT
 DK6764  HISTORY     - 20141023 GOOD             MNDT
 DK6764
 DK6764                          STATION DESCRIPTION
 DK6764
 DK6764'DESCRIBED BY MN DEPT OF TRANSP 2005
 DK6764'THE MARK IS LOCATED ABOUT 7.4 MI (11.9 KM) WEST-SOUTHWEST OF RED WING,
 DK6764'6.6 MI (10.6 KM) NORTHEAST OF WHITE ROCK AND 4.3 MI (6.9 KM) SOUTHEAST
 DK6764'OF WELCH, 3.0 MI (4.8 KM) NORTHEAST OF VASA, 3.45 MI (5.6 KM)
 DK6764'NORTHEAST ALONG TRUNK HIGHWAY 19 FROM THE JUNCTION OF TRUNK HIGHWAY 19
 DK6764'AND COUNTY ROAD 7 IN VASA, AT TRUNK HIGHWAY 19 MILE POINT 203.80, 44.2
 DK6764'FT (13.5 M) WEST-NORTHWEST OF TRUNK HIGHWAY 19, 41.5 FT (12.6 M)
 DK6764'SOUTHWEST OF GRAVEL DRIVEWAY, 0.8 FT (0.2 M) SOUTH OF A WITNESS POST.
 DK6764'
 DK6764'MARK SET WITH A 3 FT (0.9 M) 3D STABILIZING FIN-SLEEVE.
 DK6764
 DK6764                          STATION RECOVERY (2008)
 DK6764
 DK6764'RECOVERY NOTE BY MN DEPT OF TRANSP 2008 (MA)
 DK6764'RECOVERED AS DESCRIBED.
 DK6764
 DK6764                          STATION RECOVERY (2014)
 DK6764
 DK6764'RECOVERY NOTE BY MN DEPT OF TRANSP 2014 (MAS)
 DK6764'3.0 MI (4.8 KM) NORTHEAST OF VASA, 3.45 MI (5.6 KM) NORTHEAST ALONG
 DK6764'TRUNK HIGHWAY 19  FROM THE JUNCTION OF TRUNK HIGHWAY 19 AND COUNTY
 DK6764'ROAD 7 IN VASA, AT TRUNK HIGHWAY 19 MILE POINT 203.8, 44.2 FT (13.5 M)
 DK6764'WEST-NORTHWEST OF TRUNK HIGHWAY 19, 41.5 FT (12.6 M) SOUTHWEST OF
 DK6764'DRIVEWAY NUMBER 29251, 0.8 FT (24 CM) SOUTH OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DK6762 ***********************************************************************
 DK6762  DESIGNATION -  2503 Q
 DK6762  PID         -  DK6762
 DK6762  STATE/COUNTY-  MN/GOODHUE
 DK6762  COUNTRY     -  US
 DK6762  USGS QUAD   -  WELCH (2019)
 DK6762
 DK6762                         *CURRENT SURVEY CONTROL
 DK6762  ______________________________________________________________________
 DK6762* NAD 83(1986) POSITION- 44 30 32.00   (N) 092 41 23.14   (W)   HD_HELD1
 DK6762* NAVD 88 ORTHO HEIGHT -   325.068 (meters)     1066.49  (feet) ADJUSTED
 DK6762  ______________________________________________________________________
 DK6762  GEOID HEIGHT    -        -29.972 (meters)                     GEOID18
 DK6762  DYNAMIC HEIGHT  -        325.017 (meters)     1066.33  (feet) COMP
 DK6762  MODELED GRAVITY -    980,452.3   (mgal)                       NAVD 88
 DK6762
 DK6762  VERT ORDER      -  SECOND    CLASS I
 DK6762
 DK6762.The horizontal coordinates were determined by differentially corrected
 DK6762.hand held GPS observations or other comparable positioning techniques
 DK6762.and have an estimated accuracy of +/- 3 meters.
 DK6762
 DK6762.The orthometric height was determined by differential leveling and
 DK6762.adjusted by the NATIONAL GEODETIC SURVEY
 DK6762.in December 2008.
 DK6762
 DK6762.Significant digits in the geoid height do not necessarily reflect accuracy.
 DK6762.GEOID18 height accuracy estimate available here.
 DK6762
 DK6762.Click photographs - Photos may exist for this station.
 DK6762
 DK6762.The dynamic height is computed by dividing the NAVD 88
 DK6762.geopotential number by the normal gravity value computed on the
 DK6762.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK6762.degrees latitude (g = 980.6199 gals.).
 DK6762
 DK6762.The modeled gravity was interpolated from observed gravity values.
 DK6762
 DK6762;                    North         East    Units  Estimated Accuracy
 DK6762;SPC MN S     -   268,489.5     904,174.3     MT  (+/- 3 meters HH1 GPS) 
 DK6762
 DK6762_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWK2465928443(NAD 83)
 DK6762
 DK6762                          SUPERSEDED SURVEY CONTROL
 DK6762
 DK6762.No superseded survey control is available for this station.
 DK6762
 DK6762_MARKER: DD = SURVEY DISK
 DK6762_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DK6762_STAMPING: 2503 Q 2005
 DK6762_MARK LOGO: MNDT
 DK6762_PROJECTION: FLUSH
 DK6762_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DK6762_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DK6762_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DK6762+SATELLITE: SATELLITE OBSERVATIONS - September 16, 2008
 DK6762_ROD/PIPE-DEPTH: 6.1 meters
 DK6762
 DK6762  HISTORY     - Date     Condition        Report By
 DK6762  HISTORY     - 20051101 MONUMENTED       MNDT
 DK6762  HISTORY     - 20080916 GOOD             MNDT
 DK6762
 DK6762                          STATION DESCRIPTION
 DK6762
 DK6762'DESCRIBED BY MN DEPT OF TRANSP 2005
 DK6762'THE MARK IS LOCATED ABOUT 8.2 MI (13.2 KM) NORTH-NORTHWEST OF GOODHUE,
 DK6762'5.3 MI (8.5 KM) NORTHEAST OF WHITE ROCK AND 4.8 MI (7.7 KM)
 DK6762'SOUTH-SOUTHEAST OF WELCH, 2.0 MI (3.2 KM) EAST-NORTHEAST OF VASA, 2.0
 DK6762'MI (3.2 KM) EAST-NORTHEAST ALONG TRUNK HIGHWAY 19 FROM THE JUNCTION OF
 DK6762'TRUNK HIGHWAY 19 AND COUNTY ROAD 7 IN VASA, AT TRUNK HIGHWAY 19 MILE
 DK6762'POINT 202.40, 72.6 FT (22.1 M) NORTHWEST OF TRUNK HIGHWAY 19, 2.9 FT
 DK6762'(0.9 M) SOUTHEAST OF A FENCE CORNER, 1.0 FT (0.3 M) SOUTHEAST OF A
 DK6762'WITNESS POST.
 DK6762'
 DK6762'MARK SET WITH A 3 FT (0.9 M) 3D STABILIZING FIN-SLEEVE.
 DK6762
 DK6762                          STATION RECOVERY (2008)
 DK6762
 DK6762'RECOVERY NOTE BY MN DEPT OF TRANSP 2008 (MA)
 DK6762'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DK6761 ***********************************************************************
 DK6761  DESIGNATION -  2503 R
 DK6761  PID         -  DK6761
 DK6761  STATE/COUNTY-  MN/GOODHUE
 DK6761  COUNTRY     -  US
 DK6761  USGS QUAD   -  WELCH (2019)
 DK6761
 DK6761                         *CURRENT SURVEY CONTROL
 DK6761  ______________________________________________________________________
 DK6761* NAD 83(1986) POSITION- 44 30 36.45   (N) 092 42 05.57   (W)   HD_HELD1
 DK6761* NAVD 88 ORTHO HEIGHT -   334.798 (meters)     1098.42  (feet) ADJUSTED
 DK6761  ______________________________________________________________________
 DK6761  GEOID HEIGHT    -        -29.948 (meters)                     GEOID18
 DK6761  DYNAMIC HEIGHT  -        334.746 (meters)     1098.25  (feet) COMP
 DK6761  MODELED GRAVITY -    980,453.3   (mgal)                       NAVD 88
 DK6761
 DK6761  VERT ORDER      -  SECOND    CLASS I
 DK6761
 DK6761.The horizontal coordinates were determined by differentially corrected
 DK6761.hand held GPS observations or other comparable positioning techniques
 DK6761.and have an estimated accuracy of +/- 3 meters.
 DK6761
 DK6761.The orthometric height was determined by differential leveling and
 DK6761.adjusted by the NATIONAL GEODETIC SURVEY
 DK6761.in December 2008.
 DK6761
 DK6761.No vertical observational check was made to the station.
 DK6761
 DK6761.Significant digits in the geoid height do not necessarily reflect accuracy.
 DK6761.GEOID18 height accuracy estimate available here.
 DK6761
 DK6761.Click photographs - Photos may exist for this station.
 DK6761
 DK6761.The dynamic height is computed by dividing the NAVD 88
 DK6761.geopotential number by the normal gravity value computed on the
 DK6761.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK6761.degrees latitude (g = 980.6199 gals.).
 DK6761
 DK6761.The modeled gravity was interpolated from observed gravity values.
 DK6761
 DK6761;                    North         East    Units  Estimated Accuracy
 DK6761;SPC MN S     -   268,611.9     903,235.1     MT  (+/- 3 meters HH1 GPS) 
 DK6761
 DK6761_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWK2372228577(NAD 83)
 DK6761
 DK6761                          SUPERSEDED SURVEY CONTROL
 DK6761
 DK6761.No superseded survey control is available for this station.
 DK6761
 DK6761_MARKER: DD = SURVEY DISK
 DK6761_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DK6761_STAMPING: 2503 R 2005
 DK6761_MARK LOGO: MNDT
 DK6761_PROJECTION: FLUSH
 DK6761_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DK6761_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DK6761_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DK6761+SATELLITE: SATELLITE OBSERVATIONS - September 16, 2008
 DK6761_ROD/PIPE-DEPTH: 7.6 meters
 DK6761
 DK6761  HISTORY     - Date     Condition        Report By
 DK6761  HISTORY     - 20051101 MONUMENTED       MNDT
 DK6761  HISTORY     - 20080916 GOOD             MNDT
 DK6761
 DK6761                          STATION DESCRIPTION
 DK6761
 DK6761'DESCRIBED BY MN DEPT OF TRANSP 2005
 DK6761'THE MARK IS LOCATED ABOUT 8.3 MI (13.4 KM) SOUTHEAST OF MIESVILLE, 4.9
 DK6761'MI (7.9 KM) NORTHEAST OF WHITE ROCK AND 4.4 MI (7.1 KM)
 DK6761'SOUTH-SOUTHEAST OF WELCH, 2.0 MI (3.2 KM) NORTHEAST OF VASA, 1.25 MI
 DK6761'(2.0 KM) EAST ALONG TRUNK HIGHWAY 19 FROM THE JUNCTION OF TRUNK
 DK6761'HIGHWAY 19 AND COUNTY ROAD 7 IN VASA TO TRUNK HIGHWAY 19 MILE POINT
 DK6761'201.65, THENCE 0.4 MI (0.6 KM) NORTH ON SMALAND ROAD, 32.5 FT (9.9 M)
 DK6761'EAST OF SMALAND ROAD, 28.1 FT (8.6 M) NORTH OF POWER POLE, 0.8 FT (0.2
 DK6761'M) WEST OF A WITNESS POST.
 DK6761'
 DK6761'MARK SET WITH A 3 FT (0.9 M) 3D STABILIZING FIN-SLEEVE.
 DK6761
 DK6761                          STATION RECOVERY (2008)
 DK6761
 DK6761'RECOVERY NOTE BY MN DEPT OF TRANSP 2008 (MA)
 DK6761'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DK6759 ***********************************************************************
 DK6759  DESIGNATION -  2503 S
 DK6759  PID         -  DK6759
 DK6759  STATE/COUNTY-  MN/GOODHUE
 DK6759  COUNTRY     -  US
 DK6759  USGS QUAD   -  WELCH (2019)
 DK6759
 DK6759                         *CURRENT SURVEY CONTROL
 DK6759  ______________________________________________________________________
 DK6759* NAD 83(1986) POSITION- 44 30 08.05   (N) 092 43 38.01   (W)   HD_HELD1
 DK6759* NAVD 88 ORTHO HEIGHT -   319.870 (meters)     1049.44  (feet) ADJUSTED
 DK6759  ______________________________________________________________________
 DK6759  GEOID HEIGHT    -        -29.895 (meters)                     GEOID18
 DK6759  DYNAMIC HEIGHT  -        319.820 (meters)     1049.28  (feet) COMP
 DK6759  MODELED GRAVITY -    980,451.6   (mgal)                       NAVD 88
 DK6759
 DK6759  VERT ORDER      -  SECOND    CLASS I
 DK6759
 DK6759.The horizontal coordinates were determined by differentially corrected
 DK6759.hand held GPS observations or other comparable positioning techniques
 DK6759.and have an estimated accuracy of +/- 3 meters.
 DK6759
 DK6759.The orthometric height was determined by differential leveling and
 DK6759.adjusted by the NATIONAL GEODETIC SURVEY
 DK6759.in December 2008.
 DK6759
 DK6759.Significant digits in the geoid height do not necessarily reflect accuracy.
 DK6759.GEOID18 height accuracy estimate available here.
 DK6759
 DK6759.Click photographs - Photos may exist for this station.
 DK6759
 DK6759.The dynamic height is computed by dividing the NAVD 88
 DK6759.geopotential number by the normal gravity value computed on the
 DK6759.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK6759.degrees latitude (g = 980.6199 gals.).
 DK6759
 DK6759.The modeled gravity was interpolated from observed gravity values.
 DK6759
 DK6759;                    North         East    Units  Estimated Accuracy
 DK6759;SPC MN S     -   267,703.4     901,207.4     MT  (+/- 3 meters HH1 GPS) 
 DK6759
 DK6759_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWK2168427693(NAD 83)
 DK6759
 DK6759                          SUPERSEDED SURVEY CONTROL
 DK6759
 DK6759.No superseded survey control is available for this station.
 DK6759
 DK6759_MARKER: DD = SURVEY DISK
 DK6759_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DK6759_STAMPING: 2503 S 2005
 DK6759_MARK LOGO: MNDT
 DK6759_PROJECTION: FLUSH
 DK6759_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DK6759_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DK6759_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DK6759+SATELLITE: SATELLITE OBSERVATIONS - April 21, 2020
 DK6759_ROD/PIPE-DEPTH: 8.2 meters
 DK6759
 DK6759  HISTORY     - Date     Condition        Report By
 DK6759  HISTORY     - 20051101 MONUMENTED       MNDT
 DK6759  HISTORY     - 20080916 GOOD             MNDT
 DK6759  HISTORY     - 20200421 GOOD             MNDT
 DK6759
 DK6759                          STATION DESCRIPTION
 DK6759
 DK6759'DESCRIBED BY MN DEPT OF TRANSP 2005
 DK6759'THE MARK IS LOCATED ABOUT 8.0 MI (12.9 KM) SOUTH-SOUTHEAST OF
 DK6759'MIESVILLE, 4.6 MI (7.4 KM) SOUTH OF WELCH AND 3.7 MI (6.0 KM)
 DK6759'NORTH-NORTHEAST OF WHITE ROCK IN VASA, AT THE JUNCTION OF TRUNK
 DK6759'HIGHWAY 19 AND COUNTY ROAD 7 IN VASA, AT TRUNK HIGHWAY 19 MI (30.6 KM)
 DK6759'POINT 200.35, 86.5 FT (26.4 M) SOUTH OF TRUNK HIGHWAY 1 9, 66.4 FT
 DK6759'(20.2 M) WEST OF COUNTY ROAD 7, 1.0 FT (0.3 M) NORTH OF A WITNESS
 DK6759'POST.
 DK6759'
 DK6759'MARK SET WITH A 3 FT (0.9 M) 3D STABILIZING FIN-SLEEVE.
 DK6759
 DK6759                          STATION RECOVERY (2008)
 DK6759
 DK6759'RECOVERY NOTE BY MN DEPT OF TRANSP 2008 (MA)
 DK6759'RECOVERED AS DESCRIBED.
 DK6759
 DK6759                          STATION RECOVERY (2020)
 DK6759
 DK6759'RECOVERY NOTE BY MN DEPT OF TRANSP 2020 (BJG)
 DK6759'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DK6757 ***********************************************************************
 DK6757  DESIGNATION -  2503 T
 DK6757  PID         -  DK6757
 DK6757  STATE/COUNTY-  MN/GOODHUE
 DK6757  COUNTRY     -  US
 DK6757  USGS QUAD   -  MIESVILLE (2019)
 DK6757
 DK6757                         *CURRENT SURVEY CONTROL
 DK6757  ______________________________________________________________________
 DK6757* NAD 83(1986) POSITION- 44 30 18.5    (N) 092 45 00.6    (W)   HD_HELD2
 DK6757* NAVD 88 ORTHO HEIGHT -   272.308 (meters)      893.40  (feet) ADJUSTED
 DK6757  ______________________________________________________________________
 DK6757  GEOID HEIGHT    -        -29.843 (meters)                     GEOID18
 DK6757  DYNAMIC HEIGHT  -        272.265 (meters)      893.26  (feet) COMP
 DK6757  MODELED GRAVITY -    980,452.3   (mgal)                       NAVD 88
 DK6757
 DK6757  VERT ORDER      -  SECOND    CLASS I
 DK6757
 DK6757.The horizontal coordinates were established by autonomous hand held GPS
 DK6757.observations and have an estimated accuracy of +/- 10 meters.
 DK6757
 DK6757.The orthometric height was determined by differential leveling and
 DK6757.adjusted by the NATIONAL GEODETIC SURVEY
 DK6757.in December 2008.
 DK6757
 DK6757.Significant digits in the geoid height do not necessarily reflect accuracy.
 DK6757.GEOID18 height accuracy estimate available here.
 DK6757
 DK6757.Click photographs - Photos may exist for this station.
 DK6757
 DK6757.The dynamic height is computed by dividing the NAVD 88
 DK6757.geopotential number by the normal gravity value computed on the
 DK6757.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK6757.degrees latitude (g = 980.6199 gals.).
 DK6757
 DK6757.The modeled gravity was interpolated from observed gravity values.
 DK6757
 DK6757;                    North         East    Units  Estimated Accuracy
 DK6757;SPC MN S     -   267,998.      899,378.      MT  (+/- 10 meters HH2 GPS)
 DK6757
 DK6757_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWK1985928010(NAD 83)
 DK6757
 DK6757                          SUPERSEDED SURVEY CONTROL
 DK6757
 DK6757.No superseded survey control is available for this station.
 DK6757
 DK6757_MARKER: DB = BENCH MARK DISK
 DK6757_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DK6757_SP_SET: BRIDGE ABUTMENT
 DK6757_STAMPING: 2503 T 2005
 DK6757_MARK LOGO: MNDT
 DK6757_MAGNETIC: N = NO MAGNETIC MATERIAL
 DK6757_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DK6757_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DK6757+SATELLITE: SATELLITE OBSERVATIONS - September 16, 2008
 DK6757
 DK6757  HISTORY     - Date     Condition        Report By
 DK6757  HISTORY     - 1955     MONUMENTED       MNHD
 DK6757  HISTORY     - 20051130 GOOD             MNDT
 DK6757  HISTORY     - 20080916 GOOD             MNDT
 DK6757
 DK6757                          STATION DESCRIPTION
 DK6757
 DK6757'DESCRIBED BY MN DEPT OF TRANSP 2005 (MPP)
 DK6757'THE MARK IS LOCATED ABOUT 7.3 MI (11.7 KM) SOUTH-SOUTHEAST OF
 DK6757'MIESVILLE, 4.4 MI (7.1 KM) SOUTH OF WELCH AND 3.5 MI (5.6 KM)
 DK6757'NORTH-NORTHEAST OF WHITE ROCK, 1.0 MI (1.6 KM) WEST OF VASA, IN THE
 DK6757'BRIDGE ABUTMENT IN SOUTHEAST CORNER OF TRUNK HIGHWAY 19 BRIDGE NUMBER
 DK6757'9024 OVER BELLE CREEK, 1.25 MI (2.0 KM) WEST ALONG TRUNK HIGHWAY 19
 DK6757'FROM THE JUNCTION OF TRUNK HIGHWAY 19 AND COUNTY ROAD 7 IN VASA, AT
 DK6757'TRUNK HIGHWAY 19 MILE POINT 199.30, 18.2 FT (5.5 M) SOUTHEAST OF TRUNK
 DK6757'HIGHWAY 19.
 DK6757
 DK6757                          STATION RECOVERY (2008)
 DK6757
 DK6757'RECOVERY NOTE BY MN DEPT OF TRANSP 2008 (MA)
 DK6757'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DK6756 ***********************************************************************
 DK6756  DESIGNATION -  2503 U
 DK6756  PID         -  DK6756
 DK6756  STATE/COUNTY-  MN/GOODHUE
 DK6756  COUNTRY     -  US
 DK6756  USGS QUAD   -  MIESVILLE (2019)
 DK6756
 DK6756                         *CURRENT SURVEY CONTROL
 DK6756  ______________________________________________________________________
 DK6756* NAD 83(1986) POSITION- 44 30 24.6    (N) 092 45 58.6    (W)   HD_HELD2
 DK6756* NAVD 88 ORTHO HEIGHT -   304.839 (meters)     1000.13  (feet) ADJUSTED
 DK6756  ______________________________________________________________________
 DK6756  GEOID HEIGHT    -        -29.800 (meters)                     GEOID18
 DK6756  DYNAMIC HEIGHT  -        304.791 (meters)      999.97  (feet) COMP
 DK6756  MODELED GRAVITY -    980,452.5   (mgal)                       NAVD 88
 DK6756
 DK6756  VERT ORDER      -  SECOND    CLASS I
 DK6756
 DK6756.The horizontal coordinates were established by autonomous hand held GPS
 DK6756.observations and have an estimated accuracy of +/- 10 meters.
 DK6756
 DK6756.The orthometric height was determined by differential leveling and
 DK6756.adjusted by the NATIONAL GEODETIC SURVEY
 DK6756.in December 2008.
 DK6756
 DK6756.Significant digits in the geoid height do not necessarily reflect accuracy.
 DK6756.GEOID18 height accuracy estimate available here.
 DK6756
 DK6756.Click photographs - Photos may exist for this station.
 DK6756
 DK6756.The dynamic height is computed by dividing the NAVD 88
 DK6756.geopotential number by the normal gravity value computed on the
 DK6756.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK6756.degrees latitude (g = 980.6199 gals.).
 DK6756
 DK6756.The modeled gravity was interpolated from observed gravity values.
 DK6756
 DK6756;                    North         East    Units  Estimated Accuracy
 DK6756;SPC MN S     -   268,167.      898,095.      MT  (+/- 10 meters HH2 GPS)
 DK6756
 DK6756_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWK1857828194(NAD 83)
 DK6756
 DK6756                          SUPERSEDED SURVEY CONTROL
 DK6756
 DK6756.No superseded survey control is available for this station.
 DK6756
 DK6756_MARKER: DD = SURVEY DISK
 DK6756_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DK6756_STAMPING: 2503 U 2005
 DK6756_MARK LOGO: MNDT
 DK6756_PROJECTION: FLUSH
 DK6756_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DK6756_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DK6756_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DK6756+SATELLITE: SATELLITE OBSERVATIONS - April 22, 2020
 DK6756_ROD/PIPE-DEPTH: 7.6 meters
 DK6756
 DK6756  HISTORY     - Date     Condition        Report By
 DK6756  HISTORY     - 20051101 MONUMENTED       MNDT
 DK6756  HISTORY     - 20080916 GOOD             MNDT
 DK6756  HISTORY     - 20200422 GOOD             MNDT
 DK6756
 DK6756                          STATION DESCRIPTION
 DK6756
 DK6756'DESCRIBED BY MN DEPT OF TRANSP 2005
 DK6756'THE MARK IS LOCATED ABOUT 6.9 MI (11.1 KM) EAST OF CANNON FALLS, 4.5
 DK6756'MI (7.2 KM) SOUTH-SOUTHWEST OF WELCH AND 3.5 MI (5.6 KM) NORTH OF
 DK6756'WHITE ROCK 2.0 MI (3.2 KM) WEST OF VASA, 2.10 MI (3.4 KM) WEST ALONG
 DK6756'TRUNK HIGHWAY 19 FROM THE JUNCTION OF TRUNK HIGHWAY 19 AND COUNTY ROAD
 DK6756'7 IN VASA, AT TRUNK HIGHWAY 19 MILE POINT 198.30, 43.5 FT (13.3 M)
 DK6756'(13.3 M) SOUTH OF TRUNK HIGHWAY 19, 19.7 FT (6.0 M) WEST OF A FIELD
 DK6756'ENTRANCE, 1.1 FT (0.3 M) NORTH OF A WITNESS POST.
 DK6756'
 DK6756'MARK SET WITH A 3 FT (0.9 M) 3D STABILIZING FIN-SLEEVE.
 DK6756
 DK6756                          STATION RECOVERY (2008)
 DK6756
 DK6756'RECOVERY NOTE BY MN DEPT OF TRANSP 2008 (MA)
 DK6756'RECOVERED AS DESCRIBED.
 DK6756
 DK6756                          STATION RECOVERY (2020)
 DK6756
 DK6756'RECOVERY NOTE BY MN DEPT OF TRANSP 2020 (BJG)
 DK6756'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DK6755 ***********************************************************************
 DK6755  DESIGNATION -  2503 V
 DK6755  PID         -  DK6755
 DK6755  STATE/COUNTY-  MN/GOODHUE
 DK6755  COUNTRY     -  US
 DK6755  USGS QUAD   -  MIESVILLE (2019)
 DK6755
 DK6755                         *CURRENT SURVEY CONTROL
 DK6755  ______________________________________________________________________
 DK6755* NAD 83(1986) POSITION- 44 30 25.50   (N) 092 47 01.85   (W)   HD_HELD1
 DK6755* NAVD 88 ORTHO HEIGHT -   301.706 (meters)      989.85  (feet) ADJUSTED
 DK6755  ______________________________________________________________________
 DK6755  GEOID HEIGHT    -        -29.749 (meters)                     GEOID18
 DK6755  DYNAMIC HEIGHT  -        301.659 (meters)      989.69  (feet) COMP
 DK6755  MODELED GRAVITY -    980,452.5   (mgal)                       NAVD 88
 DK6755
 DK6755  VERT ORDER      -  SECOND    CLASS I
 DK6755
 DK6755.The horizontal coordinates were determined by differentially corrected
 DK6755.hand held GPS observations or other comparable positioning techniques
 DK6755.and have an estimated accuracy of +/- 3 meters.
 DK6755
 DK6755.The orthometric height was determined by differential leveling and
 DK6755.adjusted by the NATIONAL GEODETIC SURVEY
 DK6755.in December 2008.
 DK6755
 DK6755.Significant digits in the geoid height do not necessarily reflect accuracy.
 DK6755.GEOID18 height accuracy estimate available here.
 DK6755
 DK6755.Click photographs - Photos may exist for this station.
 DK6755
 DK6755.The dynamic height is computed by dividing the NAVD 88
 DK6755.geopotential number by the normal gravity value computed on the
 DK6755.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK6755.degrees latitude (g = 980.6199 gals.).
 DK6755
 DK6755.The modeled gravity was interpolated from observed gravity values.
 DK6755
 DK6755;                    North         East    Units  Estimated Accuracy
 DK6755;SPC MN S     -   268,173.4     896,697.3     MT  (+/- 3 meters HH1 GPS) 
 DK6755
 DK6755_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWK1718128218(NAD 83)
 DK6755
 DK6755                          SUPERSEDED SURVEY CONTROL
 DK6755
 DK6755.No superseded survey control is available for this station.
 DK6755
 DK6755_MARKER: DD = SURVEY DISK
 DK6755_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DK6755_STAMPING: 2503 V 2005
 DK6755_MARK LOGO: MNDT
 DK6755_PROJECTION: FLUSH
 DK6755_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DK6755_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DK6755_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DK6755+SATELLITE: SATELLITE OBSERVATIONS - April 22, 2020
 DK6755_ROD/PIPE-DEPTH: 3.7 meters
 DK6755
 DK6755  HISTORY     - Date     Condition        Report By
 DK6755  HISTORY     - 20051101 MONUMENTED       MNDT
 DK6755  HISTORY     - 20080916 GOOD             MNDT
 DK6755  HISTORY     - 20200422 GOOD             MNDT
 DK6755
 DK6755                          STATION DESCRIPTION
 DK6755
 DK6755'DESCRIBED BY MN DEPT OF TRANSP 2005
 DK6755'THE MARK IS LOCATED ABOUT 6.0 MI (9.7 KM) EAST OF CANNON FALLS, 4.8 MI
 DK6755'(7.7 KM) SOUTH-SOUTHWEST OF WELCH AND 3.6 MI (5.8 KM) NORTH-NORTHWEST
 DK6755'OF WHITE ROCK, 3.0 MI (4.8 KM) WEST OF VASA, 3.0 MI (4.8 KM) WEST
 DK6755'ALONG TRUNK HIGHWAY 19 FROM THE JUNCTION OF TRUNK HIGHWAY 19 AND
 DK6755'COUNTY ROAD 7 IN VASA, AT TRUNK HIGHWAY 19 MILE POINT 197.45, 68.7 FT
 DK6755'(20.9 M) (20.9 M) NORTH OF TRUNK HIGHWAY 19, 10.6 FT (3.2 M) WEST OF A
 DK6755'FIELD ENTRANCE, 1.6 FT (0.5 M) EAST OF A WITNESS POST.
 DK6755'
 DK6755'MARK SET WITH A 3 FT (0.9 M) 3D STABILIZING FIN-SLEEVE.
 DK6755
 DK6755                          STATION RECOVERY (2008)
 DK6755
 DK6755'RECOVERY NOTE BY MN DEPT OF TRANSP 2008 (MA)
 DK6755'RECOVERED AS DESCRIBED.
 DK6755
 DK6755                          STATION RECOVERY (2020)
 DK6755
 DK6755'RECOVERY NOTE BY MN DEPT OF TRANSP 2020 (RJ)
 DK6755'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DK3524 ***********************************************************************
 DK3524  DESIGNATION -  2503 W
 DK3524  PID         -  DK3524
 DK3524  STATE/COUNTY-  MN/GOODHUE
 DK3524  COUNTRY     -  US
 DK3524  USGS QUAD   -  MIESVILLE (2019)
 DK3524
 DK3524                         *CURRENT SURVEY CONTROL
 DK3524  ______________________________________________________________________
 DK3524* NAD 83(2011) POSITION- 44 30 33.07599(N) 092 48 33.10797(W)   ADJUSTED
 DK3524* NAD 83(2011) ELLIP HT-   251.611 (meters)        (06/27/12)   ADJUSTED
 DK3524* NAD 83(2011) EPOCH   -  2010.00
 DK3524* NAVD 88 ORTHO HEIGHT -   281.275 (meters)      922.82  (feet) ADJUSTED
 DK3524  ______________________________________________________________________
 DK3524  GEOID HEIGHT    -        -29.673 (meters)                     GEOID18
 DK3524  NAD 83(2011) X  -   -223,298.398 (meters)                     COMP
 DK3524  NAD 83(2011) Y  - -4,550,696.786 (meters)                     COMP
 DK3524  NAD 83(2011) Z  -  4,448,792.721 (meters)                     COMP
 DK3524  LAPLACE CORR    -         -7.61  (seconds)                    DEFLEC18
 DK3524  DYNAMIC HEIGHT  -        281.231 (meters)      922.67  (feet) COMP
 DK3524  MODELED GRAVITY -    980,453.8   (mgal)                       NAVD 88
 DK3524
 DK3524  VERT ORDER      -  SECOND    CLASS I
 DK3524
 DK3524  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DK3524  Standards:
 DK3524         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DK3524            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DK3524  -------------------------------------------------------------------
 DK3524  NETWORK    0.69   0.67           0.32   0.23   0.34      0.07666360
 DK3524  -------------------------------------------------------------------
 DK3524  Click here for local accuracies and other accuracy information.
 DK3524
 DK3524.The horizontal coordinates were established by GPS observations
 DK3524.and adjusted by the National Geodetic Survey in June 2012.
 DK3524
 DK3524.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DK3524.been affixed to the stable North American tectonic plate. See 
 DK3524.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DK3524
 DK3524.The horizontal coordinates are valid at the epoch date displayed above
 DK3524.which is a decimal equivalence of Year/Month/Day.
 DK3524
 DK3524.The orthometric height was determined by differential leveling and
 DK3524.adjusted by the NATIONAL GEODETIC SURVEY
 DK3524.in December 2008.
 DK3524
 DK3524.Significant digits in the geoid height do not necessarily reflect accuracy.
 DK3524.GEOID18 height accuracy estimate available here.
 DK3524
 DK3524.Click photographs - Photos may exist for this station.
 DK3524
 DK3524.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DK3524
 DK3524.The Laplace correction was computed from DEFLEC18 derived deflections.
 DK3524
 DK3524.The ellipsoidal height was determined by GPS observations
 DK3524.and is referenced to NAD 83.
 DK3524
 DK3524.The dynamic height is computed by dividing the NAVD 88
 DK3524.geopotential number by the normal gravity value computed on the
 DK3524.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK3524.degrees latitude (g = 980.6199 gals.).
 DK3524
 DK3524.The modeled gravity was interpolated from observed gravity values.
 DK3524
 DK3524. The following values were computed from the NAD 83(2011) position.
 DK3524
 DK3524;                    North         East     Units Scale Factor Converg.
 DK3524;SPC MN S     -   268,377.483   894,678.464   MT  0.99992205   +0 50 04.8
 DK3524;SPC MN S     -   880,501.79  2,935,290.93   sFT  0.99992205   +0 50 04.8
 DK3524;UTM  15      - 4,928,447.439   515,166.055   MT  0.99960283   +0 08 01.5
 DK3524
 DK3524!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DK3524!SPC MN S     -   0.99996055  x   0.99992205  =   0.99988260
 DK3524!UTM  15      -   0.99996055  x   0.99960283  =   0.99956340
 DK3524
 DK3524_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWK1516628447(NAD 83)
 DK3524
 DK3524                          SUPERSEDED SURVEY CONTROL
 DK3524
 DK3524  NAD 83(2007)-  44 30 33.07612(N)    092 48 33.10879(W) AD(2002.00) 1
 DK3524  ELLIP H (07/30/09)  251.633  (m)                       GP(2002.00) 3 2
 DK3524  NAD 83(1996)-  44 30 33.07582(N)    092 48 33.10843(W) AD(       ) 1
 DK3524  ELLIP H (03/06/08)  251.681  (m)                       GP(       ) 3 2
 DK3524  NAVD 88             281.28   (m)          922.8    (f) LEVELING    3  
 DK3524
 DK3524.Superseded values are not recommended for survey control.
 DK3524
 DK3524.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK3524.See file dsdata.pdf to determine how the superseded data were derived.
 DK3524
 DK3524_MARKER: DD = SURVEY DISK
 DK3524_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 DK3524+WITH SETTING: INFORMATION.
 DK3524_STAMPING: 2503 W 2005
 DK3524_MARK LOGO: MNDT
 DK3524_PROJECTION: FLUSH
 DK3524_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DK3524_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DK3524_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DK3524+SATELLITE: SATELLITE OBSERVATIONS - April 22, 2020
 DK3524_ROD/PIPE-DEPTH: 2.4 meters
 DK3524
 DK3524  HISTORY     - Date     Condition        Report By
 DK3524  HISTORY     - 2005     MONUMENTED       MNDT
 DK3524  HISTORY     - 20051101 GOOD             MNDT
 DK3524  HISTORY     - 20060825 GOOD             MNDT
 DK3524  HISTORY     - 20080904 GOOD             MNDT
 DK3524  HISTORY     - 20200422 GOOD             MNDT
 DK3524
 DK3524                          STATION DESCRIPTION
 DK3524
 DK3524'DESCRIBED BY MN DEPT OF TRANSP 2005 (WAS)
 DK3524'THE MARK IS LOCATED ABOUT 5.4 MI (8.7 KM) SOUTHWEST OF WELCH, 4.8 MI
 DK3524'(7.7 KM) EAST OF CANNON FALLS AND 4.2 MI (6.8 KM) NORTH-NORTHWEST OF
 DK3524'WHITE ROCK, 5.05 MI (8.1 KM) EAST ALONG TRUNK HIGHWAY 19.
 DK3524'
 DK3524'TO REACH FROM THE MARK FROM THE INTERSECTION OF TRUNK HIGHWAY 19 AND
 DK3524'TRUNK HIGHWAY 20 IN CANNON FALLS, GO TO TRUNK HIGHWAY 19 MILE POINT
 DK3524'196.15.
 DK3524'
 DK3524'THE MARK IS LOCATED 78.8 FT (24.0 M) NORTHEAST OF TRUNK HIGHWAY 19,
 DK3524'20.1 FT (6.1 M) NORTHWEST OF A FIELD ENTRANCE, 0.9 FT (0.3 M)
 DK3524'SOUTHWEST OF A WITNESS POST.
 DK3524'
 DK3524'MARK IS SET WITH A 3 FT (0.9 M) 3D STABILIZING FIN-SLEEVE.
 DK3524
 DK3524                          STATION RECOVERY (2006)
 DK3524
 DK3524'RECOVERY NOTE BY MN DEPT OF TRANSP 2006 (MPP)
 DK3524'THE MARK WAS RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.
 DK3524'THE MARK IS 5.0 MILES (8.0 KM) EAST OF CANNON FALLS, 5.05 MILES (8.13
 DK3524'KM) EAST ALONG TRUNK HIGHWAY 19 FROM JUNCTION OF TRUNK HIGHWAY 19 AND
 DK3524'TRUNK HIGHWAY 20 IN CANNON FALLS, AT TRUNK HIGHWAY 19 MILEPOINT
 DK3524'196.15, 78.8 FEET (24.0 M) NORTHEAST OF TRUNK HIGHWAY 19, 20 FEET (6.1
 DK3524'M) NORTHWEST OF FIELD ENTRANCE, 0.9 FOOT (27.4 CM) SOUTHWEST OF
 DK3524'WITNESS POST.
 DK3524
 DK3524                          STATION RECOVERY (2008)
 DK3524
 DK3524'RECOVERY NOTE BY MN DEPT OF TRANSP 2008 (VWC)
 DK3524'RECOVERED AS DESCRIBED.
 DK3524
 DK3524                          STATION RECOVERY (2020)
 DK3524
 DK3524'RECOVERY NOTE BY MN DEPT OF TRANSP 2020 (RJ)
 DK3524'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DK6753 ***********************************************************************
 DK6753  DESIGNATION -  2503 X
 DK6753  PID         -  DK6753
 DK6753  STATE/COUNTY-  MN/GOODHUE
 DK6753  COUNTRY     -  US
 DK6753  USGS QUAD   -  MIESVILLE (2019)
 DK6753
 DK6753                         *CURRENT SURVEY CONTROL
 DK6753  ______________________________________________________________________
 DK6753* NAD 83(1986) POSITION- 44 30 36.71   (N) 092 49 44.73   (W)   HD_HELD1
 DK6753* NAVD 88 ORTHO HEIGHT -   279.789 (meters)      917.94  (feet) ADJUSTED
 DK6753  ______________________________________________________________________
 DK6753  GEOID HEIGHT    -        -29.612 (meters)                     GEOID18
 DK6753  DYNAMIC HEIGHT  -        279.746 (meters)      917.80  (feet) COMP
 DK6753  MODELED GRAVITY -    980,455.6   (mgal)                       NAVD 88
 DK6753
 DK6753  VERT ORDER      -  SECOND    CLASS I
 DK6753
 DK6753.The horizontal coordinates were determined by differentially corrected
 DK6753.hand held GPS observations or other comparable positioning techniques
 DK6753.and have an estimated accuracy of +/- 3 meters.
 DK6753
 DK6753.The orthometric height was determined by differential leveling and
 DK6753.adjusted by the NATIONAL GEODETIC SURVEY
 DK6753.in December 2008.
 DK6753
 DK6753.Significant digits in the geoid height do not necessarily reflect accuracy.
 DK6753.GEOID18 height accuracy estimate available here.
 DK6753
 DK6753.Click photographs - Photos may exist for this station.
 DK6753
 DK6753.The dynamic height is computed by dividing the NAVD 88
 DK6753.geopotential number by the normal gravity value computed on the
 DK6753.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK6753.degrees latitude (g = 980.6199 gals.).
 DK6753
 DK6753.The modeled gravity was interpolated from observed gravity values.
 DK6753
 DK6753;                    North         East    Units  Estimated Accuracy
 DK6753;SPC MN S     -   268,466.8     893,095.2     MT  (+/- 3 meters HH1 GPS) 
 DK6753
 DK6753_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWK1358428556(NAD 83)
 DK6753
 DK6753                          SUPERSEDED SURVEY CONTROL
 DK6753
 DK6753.No superseded survey control is available for this station.
 DK6753
 DK6753_MARKER: DD = SURVEY DISK
 DK6753_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DK6753_STAMPING: 2503 X 2005
 DK6753_MARK LOGO: MNDT
 DK6753_PROJECTION: FLUSH
 DK6753_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DK6753_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DK6753_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DK6753+SATELLITE: SATELLITE OBSERVATIONS - September 04, 2008
 DK6753_ROD/PIPE-DEPTH: 4.0 meters
 DK6753
 DK6753  HISTORY     - Date     Condition        Report By
 DK6753  HISTORY     - 20051101 MONUMENTED       MNDT
 DK6753  HISTORY     - 20080904 GOOD             MNDT
 DK6753
 DK6753                          STATION DESCRIPTION
 DK6753
 DK6753'DESCRIBED BY MN DEPT OF TRANSP 2005
 DK6753'THE MARK IS LOCATED ABOUT 6.0 MI (9.7 KM) SOUTHWEST OF WELCH, 4.8 MI
 DK6753'(7.7 KM) NORTHWEST OF WHITE ROCK AND 3.8 MI (6.1 KM) EAST OF CANNON
 DK6753'FALLS, 4.05 MI(6.52 KM) EAST ALONG TRUNK HIGHWAY 19 AND TRUNK HIGHWAY
 DK6753'20, AT TRUNK HIGHWAY 19 MILE POINT 195.15, 55.7 FT (17.0 M) SOUTH OF
 DK6753'TRUNK HIGHWAY 19, 27.4 FT (8.4 M) WEST OF A FIELD ENTRANCE IN
 DK6753'TERRANCE, 0.9 FT (0.3 M) NORTH OF A WITNESS POST.
 DK6753'
 DK6753'MARK SET WITH A 3 FT (0.9 M) 3D STABILIZING FIN-SLEEVE.
 DK6753
 DK6753                          STATION RECOVERY (2008)
 DK6753
 DK6753'RECOVERY NOTE BY MN DEPT OF TRANSP 2008 (VWC)
 DK6753'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DK6751 ***********************************************************************
 DK6751  DESIGNATION -  2503 Y
 DK6751  PID         -  DK6751
 DK6751  STATE/COUNTY-  MN/GOODHUE
 DK6751  COUNTRY     -  US
 DK6751  USGS QUAD   -  MIESVILLE (2019)
 DK6751
 DK6751                         *CURRENT SURVEY CONTROL
 DK6751  ______________________________________________________________________
 DK6751* NAD 83(1986) POSITION- 44 30 42.83   (N) 092 52 22.68   (W)   HD_HELD1
 DK6751* NAVD 88 ORTHO HEIGHT -   278.702 (meters)      914.37  (feet) ADJUSTED
 DK6751  ______________________________________________________________________
 DK6751  GEOID HEIGHT    -        -29.460 (meters)                     GEOID18
 DK6751  DYNAMIC HEIGHT  -        278.660 (meters)      914.24  (feet) COMP
 DK6751  MODELED GRAVITY -    980,461.7   (mgal)                       NAVD 88
 DK6751
 DK6751  VERT ORDER      -  SECOND    CLASS I
 DK6751
 DK6751.The horizontal coordinates were determined by differentially corrected
 DK6751.hand held GPS observations or other comparable positioning techniques
 DK6751.and have an estimated accuracy of +/- 3 meters.
 DK6751
 DK6751.The orthometric height was determined by differential leveling and
 DK6751.adjusted by the NATIONAL GEODETIC SURVEY
 DK6751.in December 2008.
 DK6751
 DK6751.Significant digits in the geoid height do not necessarily reflect accuracy.
 DK6751.GEOID18 height accuracy estimate available here.
 DK6751
 DK6751.Click photographs - Photos may exist for this station.
 DK6751
 DK6751.The dynamic height is computed by dividing the NAVD 88
 DK6751.geopotential number by the normal gravity value computed on the
 DK6751.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK6751.degrees latitude (g = 980.6199 gals.).
 DK6751
 DK6751.The modeled gravity was interpolated from observed gravity values.
 DK6751
 DK6751;                    North         East    Units  Estimated Accuracy
 DK6751;SPC MN S     -   268,606.6     889,604.4     MT  (+/- 3 meters HH1 GPS) 
 DK6751
 DK6751_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWK1009628738(NAD 83)
 DK6751
 DK6751                          SUPERSEDED SURVEY CONTROL
 DK6751
 DK6751.No superseded survey control is available for this station.
 DK6751
 DK6751_MARKER: DD = SURVEY DISK
 DK6751_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DK6751_STAMPING: 2503 Y 2005
 DK6751_MARK LOGO: MNDT
 DK6751_PROJECTION: FLUSH
 DK6751_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DK6751_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DK6751_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DK6751+SATELLITE: SATELLITE OBSERVATIONS - October 28, 2014
 DK6751_ROD/PIPE-DEPTH: 3.7 meters
 DK6751
 DK6751  HISTORY     - Date     Condition        Report By
 DK6751  HISTORY     - 20051101 MONUMENTED       MNDT
 DK6751  HISTORY     - 20080904 GOOD             MNDT
 DK6751  HISTORY     - 20141028 GOOD             MNDT
 DK6751
 DK6751                          STATION DESCRIPTION
 DK6751
 DK6751'DESCRIBED BY MN DEPT OF TRANSP 2005
 DK6751'THE MARK IS LOCATED ABOUT 6.8 MI (10.9 KM) SOUTH-SOUTHWEST OF
 DK6751'MIESVILLE, 6.5 MI (10.5 KM) NORTHWEST OF WHITE ROCK AND 2.0 MI (3.2
 DK6751'KM) EAST-NORTHEAST OF CANNON FALLS, 1.85 MI (3.0 KM) (2.98 KM) EAST
 DK6751'ALONG TRUNK HIGHWAY 19 FROM THE JUNCTION OF TRUNK HIGHWAY 19 AND TRUNK
 DK6751'HIGHWAY 20 IN CANNON FALLS, AT TRUNK HIGHWAY 19 MILE POINT 193.0, 47.1
 DK6751'FT (14.4 M) SOUTH OF TRUNK HIGHWAY 19, 21.4 FT (6.5 M) NORTHEAST OF
 DK6751'POWER POLE NUMBER 35, 1.0 FT (0.3 M) NORTH OF A WITNESS POST.
 DK6751'
 DK6751'MARK SET WITH A 3 FT (0.9 M) 3D STABILIZING FIN-SLEEVE.
 DK6751
 DK6751                          STATION RECOVERY (2008)
 DK6751
 DK6751'RECOVERY NOTE BY MN DEPT OF TRANSP 2008 (VWC)
 DK6751'RECOVERED AS DESCRIBED.
 DK6751
 DK6751                          STATION RECOVERY (2014)
 DK6751
 DK6751'RECOVERY NOTE BY MN DEPT OF TRANSP 2014 (KMS)
 DK6751'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DK6767 ***********************************************************************
 DK6767  DESIGNATION -  2503 Z
 DK6767  PID         -  DK6767
 DK6767  STATE/COUNTY-  MN/GOODHUE
 DK6767  COUNTRY     -  US
 DK6767  USGS QUAD   -  WELCH (2019)
 DK6767
 DK6767                         *CURRENT SURVEY CONTROL
 DK6767  ______________________________________________________________________
 DK6767* NAD 83(1986) POSITION- 44 30 51.43   (N) 092 40 53.11   (W)   HD_HELD1
 DK6767* NAVD 88 ORTHO HEIGHT -   328.633 (meters)     1078.19  (feet) ADJUSTED
 DK6767  ______________________________________________________________________
 DK6767  GEOID HEIGHT    -        -29.989 (meters)                     GEOID18
 DK6767  DYNAMIC HEIGHT  -        328.581 (meters)     1078.02  (feet) COMP
 DK6767  MODELED GRAVITY -    980,453.2   (mgal)                       NAVD 88
 DK6767
 DK6767  VERT ORDER      -  SECOND    CLASS I
 DK6767
 DK6767.The horizontal coordinates were determined by differentially corrected
 DK6767.hand held GPS observations or other comparable positioning techniques
 DK6767.and have an estimated accuracy of +/- 3 meters.
 DK6767
 DK6767.The orthometric height was determined by differential leveling and
 DK6767.adjusted by the NATIONAL GEODETIC SURVEY
 DK6767.in December 2008.
 DK6767
 DK6767.Significant digits in the geoid height do not necessarily reflect accuracy.
 DK6767.GEOID18 height accuracy estimate available here.
 DK6767
 DK6767.Click photographs - Photos may exist for this station.
 DK6767
 DK6767.The dynamic height is computed by dividing the NAVD 88
 DK6767.geopotential number by the normal gravity value computed on the
 DK6767.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK6767.degrees latitude (g = 980.6199 gals.).
 DK6767
 DK6767.The modeled gravity was interpolated from observed gravity values.
 DK6767
 DK6767;                    North         East    Units  Estimated Accuracy
 DK6767;SPC MN S     -   269,099.8     904,827.8     MT  (+/- 3 meters HH1 GPS) 
 DK6767
 DK6767_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWK2532029045(NAD 83)
 DK6767
 DK6767                          SUPERSEDED SURVEY CONTROL
 DK6767
 DK6767.No superseded survey control is available for this station.
 DK6767
 DK6767_MARKER: DD = SURVEY DISK
 DK6767_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DK6767_STAMPING: 2503 Z 2006
 DK6767_MARK LOGO: MNDT
 DK6767_PROJECTION: PROJECTING 5 CENTIMETERS
 DK6767_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DK6767_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DK6767_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DK6767+SATELLITE: SATELLITE OBSERVATIONS - September 16, 2008
 DK6767_ROD/PIPE-DEPTH: 7.6 meters
 DK6767
 DK6767  HISTORY     - Date     Condition        Report By
 DK6767  HISTORY     - 20060102 MONUMENTED       MNDT
 DK6767  HISTORY     - 20080916 GOOD             MNDT
 DK6767
 DK6767                          STATION DESCRIPTION
 DK6767
 DK6767'DESCRIBED BY MN DEPT OF TRANSP 2006
 DK6767'THE MARK IS 2.5 MI (4.0 KM) NORTHEAST OF VASA.  2.6 MI (4.2 KM)
 DK6767'NORTHEAST ALONG TRUNK HIGHWAY 19 FROM THE JUNCTION OF TRUNK HIGHWAY 19
 DK6767'AND COUNTY ROAD 7 IN VASA, AT TRUNK HIGHWAY MILE POINT 202.9, 70.0 FT
 DK6767'(21.3 M) NORTHEAST OF TRUNK HIGHWAY 19, 14.4 FT (4.4 M) SOUTHWEST OF
 DK6767'RIGHT-OF-WAY POST.
 DK6767'
 DK6767'MARK SET WITH A 3 FT (0.9 M) 3D STABILIZING FIN-SLEEVE.
 DK6767
 DK6767                          STATION RECOVERY (2008)
 DK6767
 DK6767'RECOVERY NOTE BY MN DEPT OF TRANSP 2008 (MA)
 DK6767'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 PP3390 ***********************************************************************
 PP3390  DESIGNATION -  2504 A
 PP3390  PID         -  PP3390
 PP3390  STATE/COUNTY-  MN/GOODHUE
 PP3390  COUNTRY     -  US
 PP3390  USGS QUAD   -  CANNON FALLS (2019)
 PP3390
 PP3390                         *CURRENT SURVEY CONTROL
 PP3390  ______________________________________________________________________
 PP3390* NAD 83(1986) POSITION- 44 30 28.87   (N) 092 54 27.19   (W)   HD_HELD1
 PP3390* NAVD 88 ORTHO HEIGHT -   253.597 (meters)      832.01  (feet) ADJUSTED
 PP3390  ______________________________________________________________________
 PP3390  GEOID HEIGHT    -        -29.337 (meters)                     GEOID18
 PP3390  DYNAMIC HEIGHT  -        253.561 (meters)      831.89  (feet) COMP
 PP3390  MODELED GRAVITY -    980,467.0   (mgal)                       NAVD 88
 PP3390
 PP3390  VERT ORDER      -  SECOND    CLASS I
 PP3390
 PP3390.The horizontal coordinates were determined by differentially corrected
 PP3390.hand held GPS observations or other comparable positioning techniques
 PP3390.and have an estimated accuracy of +/- 3 meters.
 PP3390
 PP3390.The orthometric height was determined by differential leveling and
 PP3390.adjusted by the NATIONAL GEODETIC SURVEY
 PP3390.in June 1995.
 PP3390
 PP3390.Significant digits in the geoid height do not necessarily reflect accuracy.
 PP3390.GEOID18 height accuracy estimate available here.
 PP3390
 PP3390.Click photographs - Photos may exist for this station.
 PP3390
 PP3390.The dynamic height is computed by dividing the NAVD 88
 PP3390.geopotential number by the normal gravity value computed on the
 PP3390.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP3390.degrees latitude (g = 980.6199 gals.).
 PP3390
 PP3390.The modeled gravity was interpolated from observed gravity values.
 PP3390
 PP3390;                    North         East    Units  Estimated Accuracy
 PP3390;SPC MN S     -   268,138.5     886,860.6     MT  (+/- 3 meters HH1 GPS) 
 PP3390
 PP3390_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWK0734828304(NAD 83)
 PP3390
 PP3390                          SUPERSEDED SURVEY CONTROL
 PP3390
 PP3390.No superseded survey control is available for this station.
 PP3390
 PP3390_MARKER: DV = VERTICAL CONTROL DISK
 PP3390_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 PP3390_SP_SET: BRIDGE RAILING
 PP3390_STAMPING: 2504 A 1988
 PP3390_MARK LOGO: MNHD
 PP3390_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PP3390_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 PP3390+SATELLITE: SATELLITE OBSERVATIONS - September 27, 2023
 PP3390
 PP3390  HISTORY     - Date     Condition        Report By
 PP3390  HISTORY     - 19880801 MONUMENTED       MNHD
 PP3390  HISTORY     - 20010915 GOOD             USPSQD
 PP3390  HISTORY     - 20051128 GOOD             MNDT
 PP3390  HISTORY     - 20061028 GOOD             USPSQD
 PP3390  HISTORY     - 20080902 GOOD             MNDT
 PP3390  HISTORY     - 20141027 GOOD             MNDT
 PP3390  HISTORY     - 20170424 GOOD             MNDT
 PP3390  HISTORY     - 20230927 GOOD             MNDT
 PP3390
 PP3390                          STATION DESCRIPTION
 PP3390
 PP3390'DESCRIBED BY MN HIGHWAY DEPT 1988
 PP3390'THE MARK IS LOCATED IN THE CITY OF CANNON FALLS NEAR THE SOUTHEAST
 PP3390'CORNER OF BRIDGE NUMBER 25526 (MILL STREET OVER THE LOWER CANNON
 PP3390'RIVER), 1 BLOCK NORTH AND 1 BLOCK WEST OF THE JUNCTION OF HIGHWAYS 19
 PP3390'AND 20 AND IN THE NW 1/4 OF SECTION 18, T112N, R17W.  THE MARK IS
 PP3390'28.7 FT (8.7 M) SOUTHWEST OF AND ABOUT 3.3 FT (1.0 M) HIGHER THAN THE
 PP3390'CENTERLINE OF THE BRIDGE AND 19.5 FT (5.9 M) NORTHWEST OF THE
 PP3390'SOUTHEAST CORNER OF THE BRIDGE.  THE MARK, A STANDARD MNDT ALUMINUM
 PP3390'VERTICAL CONTROL MONUMENT DISK STAMPED---2504 A 1988---, IS SET IN
 PP3390'THE TOP OF THE SOUTH RAILING OF THE BRIDGE.
 PP3390
 PP3390                          STATION RECOVERY (2001)
 PP3390
 PP3390'RECOVERY NOTE BY US POWER SQUADRON 2001 (AEH)
 PP3390'RECOVERED IN GOOD CONDITION.
 PP3390
 PP3390                          STATION RECOVERY (2005)
 PP3390
 PP3390'RECOVERY NOTE BY MN DEPT OF TRANSP 2005 (MPP)
 PP3390'THE MARK IS LOCATED ABOUT 7.1 MI (11.4 KM) NORTH OF SOGN, 5.7 MI (9.2
 PP3390'KM) EAST-SOUTHEAST OF RANDOLPH AND 0.1 MI (0.2 KM) NORTHWEST OF CANNON
 PP3390'FALLS, 1 BLOCK NORTH AND 1 BLOCK WEST OF THE JUNCTION OF TRUNK HIGHWAY
 PP3390'19 AND TRUNK HIGHWAY 20, SET IN THE TOP OF THE RAILING AT SOUTHEAST
 PP3390'CORNER OF MILLING STREET BRIDGE NUMBER 25526 OVER LOWER CANNON RIVER.
 PP3390
 PP3390                          STATION RECOVERY (2006)
 PP3390
 PP3390'RECOVERY NOTE BY US POWER SQUADRON 2006 (JCL)
 PP3390'RECOVERED IN GOOD CONDITION.
 PP3390
 PP3390                          STATION RECOVERY (2008)
 PP3390
 PP3390'RECOVERY NOTE BY MN DEPT OF TRANSP 2008 (VWC)
 PP3390'RECOVERED AS DESCRIBED.
 PP3390
 PP3390                          STATION RECOVERY (2014)
 PP3390
 PP3390'RECOVERY NOTE BY MN DEPT OF TRANSP 2014 (MAS)
 PP3390'IN CANNON FALLS, IN BRIDGE RAILING IN SOUTHEAST CORNER OF MILLING
 PP3390'STREET BRIDGE NUMBER 25526 OVER LOWER CANNON RIVER, 0.05 MI (0.1 KM)
 PP3390'NORTH ALONG TRUNK HIGHWAY 20  FROM THE JUNCTION OF TRUNK HIGHWAY 20
 PP3390'AND TRUNK HIGHWAY 19 IN CANNON FALLS, THEN 0.1 MI (0.2 KM) WEST ON
 PP3390'MILLING STREET, 30.0 FT (9.1 M) SOUTHWEST OF MILLING STREET.
 PP3390
 PP3390                          STATION RECOVERY (2017)
 PP3390
 PP3390'RECOVERY NOTE BY MN DEPT OF TRANSP 2017 (KMS)
 PP3390'RECOVERED IN GOOD CONDITION.
 PP3390
 PP3390                          STATION RECOVERY (2023)
 PP3390
 PP3390'RECOVERY NOTE BY MN DEPT OF TRANSP 2023 (MJS)
 PP3390'THE SURVEY MARK HAS BEEN DEEMED UNSAFE DUE TO FALL RISK AND HAS BEEN
 PP3390'ABANDONED FOR MNDOT GEODETIC USE.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 PP3393 ***********************************************************************
 PP3393  DESIGNATION -  2504 D
 PP3393  PID         -  PP3393
 PP3393  STATE/COUNTY-  MN/GOODHUE
 PP3393  COUNTRY     -  US
 PP3393  USGS QUAD   -  CANNON FALLS (2019)
 PP3393
 PP3393                         *CURRENT SURVEY CONTROL
 PP3393  ______________________________________________________________________
 PP3393* NAD 83(1986) POSITION- 44 31 53.93   (N) 092 54 40.13   (W)   HD_HELD1
 PP3393* NAVD 88 ORTHO HEIGHT -   269.057 (meters)      882.73  (feet) ADJUSTED
 PP3393  ______________________________________________________________________
 PP3393  GEOID HEIGHT    -        -29.311 (meters)                     GEOID18
 PP3393  DYNAMIC HEIGHT  -        269.019 (meters)      882.61  (feet) COMP
 PP3393  MODELED GRAVITY -    980,469.7   (mgal)                       NAVD 88
 PP3393
 PP3393  VERT ORDER      -  SECOND    CLASS I
 PP3393
 PP3393.The horizontal coordinates were determined by differentially corrected
 PP3393.hand held GPS observations or other comparable positioning techniques
 PP3393.and have an estimated accuracy of +/- 3 meters.
 PP3393
 PP3393.The orthometric height was determined by differential leveling and
 PP3393.adjusted by the NATIONAL GEODETIC SURVEY
 PP3393.in June 1995.
 PP3393
 PP3393.Significant digits in the geoid height do not necessarily reflect accuracy.
 PP3393.GEOID18 height accuracy estimate available here.
 PP3393
 PP3393.Click photographs - Photos may exist for this station.
 PP3393
 PP3393.The dynamic height is computed by dividing the NAVD 88
 PP3393.geopotential number by the normal gravity value computed on the
 PP3393.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP3393.degrees latitude (g = 980.6199 gals.).
 PP3393
 PP3393.The modeled gravity was interpolated from observed gravity values.
 PP3393
 PP3393;                    North         East    Units  Estimated Accuracy
 PP3393;SPC MN S     -   270,759.8     886,539.8     MT  (+/- 3 meters HH1 GPS) 
 PP3393
 PP3393_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWK0705930928(NAD 83)
 PP3393
 PP3393                          SUPERSEDED SURVEY CONTROL
 PP3393
 PP3393.No superseded survey control is available for this station.
 PP3393
 PP3393_MARKER: DV = VERTICAL CONTROL DISK
 PP3393_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 PP3393_STAMPING: 2504 D 1988
 PP3393_MARK LOGO: MNDT
 PP3393_PROJECTION: RECESSED 20 CENTIMETERS
 PP3393_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 PP3393_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PP3393_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PP3393+SATELLITE: SATELLITE OBSERVATIONS - September 28, 2023
 PP3393
 PP3393  HISTORY     - Date     Condition        Report By
 PP3393  HISTORY     - 19880801 MONUMENTED       MNDT
 PP3393  HISTORY     - 20010915 MARK NOT FOUND   USPSQD
 PP3393  HISTORY     - 20080904 GOOD             MNDT
 PP3393  HISTORY     - 20141028 GOOD             MNDT
 PP3393  HISTORY     - 20230928 GOOD             MNDT
 PP3393
 PP3393                          STATION DESCRIPTION
 PP3393
 PP3393'DESCRIBED BY MN DEPT OF TRANSP 1988
 PP3393'THE MARK IS LOCATED ABOUT 0.75 MI (1.21 KM) NORTH OF THE CITY LIMITS
 PP3393'OF CANNON FALLS, 1.75 MI (2.82 KM) NORTHERLY ALONG TRUNK HIGHWAY 20
 PP3393'FROM ITS JUNCTION WITH TRUNK HIGHWAY 19 IN CANNON FALLS AND IN THE SW
 PP3393'1/4 OF SECTION 6, T112N, R17W.  THE MARK IS 32.5 FT (9.9 M) WEST OF
 PP3393'AND ABOUT 3.4 FT (1.0 M) LOWER THAN THE CENTERLINE OF HIGHWAY 20 AT
 PP3393'MILEPOINT 1.8, 265 FT (80.8 M) SOUTH OF AN EAST-WEST STREET, 63.0 FT
 PP3393'(19.2 M) EAST OF A CLOSED NORTH-SOUTH STREET, 4.0 FT (1.2 M) SOUTH OF
 PP3393'A POWER POLE AND 1.0 FT (0.3 M) EAST OF A STEEL WITNESS POST.  THE
 PP3393'MARK, A STANDARD MNDT MAGNETIC ALUMINUM VERTICAL CONTROL MONUMENT
 PP3393'DISK STAMPED---2504 D 1988---, IS FASTENED TO THE TOP OF A 3/4 INCH
 PP3393'DIAMETER BY 21 FOOT LONG ALUMINUM ALLOY ROD DRIVEN TO SPECIFICATIONS
 PP3393'AND IS FLUSH WITH THE GROUND.
 PP3393
 PP3393                          STATION RECOVERY (2001)
 PP3393
 PP3393'RECOVERY NOTE BY US POWER SQUADRON 2001 (AEH)
 PP3393'NO WITNESS POST
 PP3393
 PP3393                          STATION RECOVERY (2008)
 PP3393
 PP3393'RECOVERY NOTE BY MN DEPT OF TRANSP 2008 (VWC)
 PP3393'RECOVERED AS DESCRIBED.
 PP3393
 PP3393                          STATION RECOVERY (2014)
 PP3393
 PP3393'RECOVERY NOTE BY MN DEPT OF TRANSP 2014 (KMS)
 PP3393'THE STATION IS LOCATED ABOUT 6.8 MI (10.9 KM) SOUTHWEST OF MIESVILLE,
 PP3393'5.4 MI (8.7 KM) EAST OF RANDOLPH AND 1.7 MI (2.7 KM) NORTH OF CANNON
 PP3393'FALLS.
 PP3393'
 PP3393'TO REACH THE MARK GO 1.8 MI (2.9 KM) NORTH ALONG TRUNK HIGHWAY 20
 PP3393'FROM THE JUNCTION OF TRUNK HIGHWAY 19 AND TRUNK HIGHWAY 20 IN CANNON
 PP3393'FALLS, AT TRUNK HIGHWAY 20 MILE POINT 1.8.
 PP3393'
 PP3393'THE MARK IS LOCATED 32.5 FT (9.9 M) WEST OF TRUNK HIGHWAY 20, 16.3 FT
 PP3393'(5.0 M) NORTHEAST POWER POLE, 14.1 FT (4.3 M) NORTHEAST OF MINNESOTA
 PP3393'DEPARTMENT OF TRANSPORTATION TERMINAL MARKER, 1.0 FT (0.3 M) EAST OF A
 PP3393'WITNESS POST.
 PP3393
 PP3393                          STATION RECOVERY (2023)
 PP3393
 PP3393'RECOVERY NOTE BY MN DEPT OF TRANSP 2023 (MJS)
 PP3393'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 PP3394 ***********************************************************************
 PP3394  DESIGNATION -  2504 E
 PP3394  PID         -  PP3394
 PP3394  STATE/COUNTY-  MN/GOODHUE
 PP3394  COUNTRY     -  US
 PP3394  USGS QUAD   -  CANNON FALLS (2019)
 PP3394
 PP3394                         *CURRENT SURVEY CONTROL
 PP3394  ______________________________________________________________________
 PP3394* NAD 83(2011) POSITION- 44 32 17.38521(N) 092 54 01.71324(W)   ADJUSTED
 PP3394* NAD 83(2011) ELLIP HT-   235.647 (meters)        (06/27/12)   ADJUSTED
 PP3394* NAD 83(2011) EPOCH   -  2010.00
 PP3394* NAVD 88 ORTHO HEIGHT -   264.996 (meters)      869.41  (feet) ADJUSTED
 PP3394  ______________________________________________________________________
 PP3394  GEOID HEIGHT    -        -29.346 (meters)                     GEOID18
 PP3394  NAD 83(2011) X  -   -230,433.110 (meters)                     COMP
 PP3394  NAD 83(2011) Y  - -4,548,069.007 (meters)                     COMP
 PP3394  NAD 83(2011) Z  -  4,451,077.170 (meters)                     COMP
 PP3394  LAPLACE CORR    -         -9.58  (seconds)                    DEFLEC18
 PP3394  DYNAMIC HEIGHT  -        264.958 (meters)      869.28  (feet) COMP
 PP3394  MODELED GRAVITY -    980,468.9   (mgal)                       NAVD 88
 PP3394
 PP3394  VERT ORDER      -  SECOND    CLASS I
 PP3394
 PP3394  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 PP3394  Standards:
 PP3394         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 PP3394            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 PP3394  -------------------------------------------------------------------
 PP3394  NETWORK    0.44   0.49           0.20   0.15   0.25      0.03849234
 PP3394  -------------------------------------------------------------------
 PP3394  Click here for local accuracies and other accuracy information.
 PP3394
 PP3394.The horizontal coordinates were established by GPS observations
 PP3394.and adjusted by the National Geodetic Survey in June 2012.
 PP3394
 PP3394.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 PP3394.been affixed to the stable North American tectonic plate. See 
 PP3394.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 PP3394
 PP3394.The horizontal coordinates are valid at the epoch date displayed above
 PP3394.which is a decimal equivalence of Year/Month/Day.
 PP3394
 PP3394.The orthometric height was determined by differential leveling and
 PP3394.adjusted by the NATIONAL GEODETIC SURVEY
 PP3394.in September 2016.
 PP3394
 PP3394.Significant digits in the geoid height do not necessarily reflect accuracy.
 PP3394.GEOID18 height accuracy estimate available here.
 PP3394
 PP3394.Click photographs - Photos may exist for this station.
 PP3394
 PP3394.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 PP3394
 PP3394.The Laplace correction was computed from DEFLEC18 derived deflections.
 PP3394
 PP3394.The ellipsoidal height was determined by GPS observations
 PP3394.and is referenced to NAD 83.
 PP3394
 PP3394.The dynamic height is computed by dividing the NAVD 88
 PP3394.geopotential number by the normal gravity value computed on the
 PP3394.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP3394.degrees latitude (g = 980.6199 gals.).
 PP3394
 PP3394.The modeled gravity was interpolated from observed gravity values.
 PP3394
 PP3394. The following values were computed from the NAD 83(2011) position.
 PP3394
 PP3394;                    North         East     Units Scale Factor Converg.
 PP3394;SPC MN S     -   271,495.018   887,378.180   MT  0.99992224   +0 46 14.5
 PP3394;SPC MN S     -   890,729.90  2,911,339.91   sFT  0.99992224   +0 46 14.5
 PP3394;UTM  15      - 4,931,653.014   507,906.779   MT  0.99960077   +0 04 11.3
 PP3394
 PP3394!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PP3394!SPC MN S     -   0.99996305  x   0.99992224  =   0.99988530
 PP3394!UTM  15      -   0.99996305  x   0.99960077  =   0.99956384
 PP3394
 PP3394_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWK0790631653(NAD 83)
 PP3394
 PP3394                          SUPERSEDED SURVEY CONTROL
 PP3394
 PP3394  NAD 83(2007)-  44 32 17.38531(N)    092 54 01.71392(W) AD(2002.00) 1
 PP3394  ELLIP H (07/30/09)  235.666  (m)                       GP(2002.00) 3 2
 PP3394  NAD 83(1996)-  44 32 17.38505(N)    092 54 01.71368(W) AD(       ) 1
 PP3394  ELLIP H (03/06/08)  235.708  (m)                       GP(       ) 3 2
 PP3394  NAVD 88             264.99   (m)          869.4    (f) LEVELING    3  
 PP3394  NAVD 88 (06/23/95)  264.991  (m)          869.39   (f) SUPERSEDED  2 1
 PP3394
 PP3394.Superseded values are not recommended for survey control.
 PP3394
 PP3394.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PP3394.See file dsdata.pdf to determine how the superseded data were derived.
 PP3394
 PP3394_MARKER: DV = VERTICAL CONTROL DISK
 PP3394_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 PP3394_STAMPING: 2504 E 1988
 PP3394_MARK LOGO: MNDT
 PP3394_PROJECTION: RECESSED 15 CENTIMETERS
 PP3394_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 PP3394_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PP3394_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PP3394+SATELLITE: SATELLITE OBSERVATIONS - September 28, 2023
 PP3394_ROD/PIPE-DEPTH: 5.5 meters
 PP3394
 PP3394  HISTORY     - Date     Condition        Report By
 PP3394  HISTORY     - 19880801 MONUMENTED       MNDT
 PP3394  HISTORY     - 20060907 GOOD             MNDT
 PP3394  HISTORY     - 20080904 GOOD             MNDT
 PP3394  HISTORY     - 20141028 GOOD             MNDT
 PP3394  HISTORY     - 20160429 GOOD             MNDT
 PP3394  HISTORY     - 20230928 GOOD             MNDT
 PP3394
 PP3394                          STATION DESCRIPTION
 PP3394
 PP3394'DESCRIBED BY MN DEPT OF TRANSP 1988
 PP3394'THE MARK IS LOCATED ABOUT 1.25 MI (2.01 KM) NORTH OF THE NORTH CITY
 PP3394'LIMITS OF CANNON FALLS, 2.45 MI (3.94 KM) NORTHERLY ALONG TRUNK
 PP3394'HIGHWAY 20 FROM ITS JUNCTION WITH HIGHWAY 19 IN CANNON FALLS AND IN
 PP3394'THE NE 1/4 OF SECTION 6, T112N, R17W.  THE MARK IS 47.0 FT (14.3 M)
 PP3394'NORTHWEST OF AND ABOUT 3 FT (0.9 M) LOWER THAN THE CENTERLINE OF
 PP3394'HIGHWAY 20 AT MILEPOINT 2.5, 21.0 FT (6.4 M) NORTHEAST OF THE CENTER
 PP3394'OF A FIELD ENTRANCE, 11.5 FT (3.5 M) SOUTHWEST OF A POWER POLE AND
 PP3394'1.0 FT (0.3 M) NORTHEAST OF A STEEL WITNESS POST.  THE MARK, A
 PP3394'STANDARD MNDT MAGNETIC ALUMINUM VERTICAL CONTROL MONUMENT DISK
 PP3394'STAMPED---2504 E 1988----, IS FASTENED TO THE TOP OF A 3/4 INCH BY 18
 PP3394'FOOT LONG ALUMINUM ALLOY ROD DRIVEN TO SPECIFICATIONS AND IS FLUSH
 PP3394'WITH THE SURFACE OF THE GROUND.
 PP3394
 PP3394                          STATION RECOVERY (2006)
 PP3394
 PP3394'RECOVERY NOTE BY MN DEPT OF TRANSP 2006 (WAS)
 PP3394'THE MARK WAS RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.
 PP3394'THE MARK IS 2.45 MILES (3.94 KM) NORTH OF JUNCTION OF TRUNK HIGHWAY 19
 PP3394'AND TRUNK HIGHWAY 20 AT CANNON FALLS, AT TRUNK HIGHWAY 20 MILEPOINT
 PP3394'2.5, 47.0 FEET (14.3 M) NORTHWEST OF TRUNK HIGHWAY 20, 21.0 FEET (6.4
 PP3394'M) NORTHEAST OF FIELD ENTRANCE, 10.1 FEET (3.1 M) WEST-NORTHWEST OF
 PP3394'NORTH END OF 18 INCH CORRUGATED METAL PIPE, 1.0 FOOT (0.3 M) NORTHEAST
 PP3394'OF WITNESS POST.
 PP3394
 PP3394                          STATION RECOVERY (2008)
 PP3394
 PP3394'RECOVERY NOTE BY MN DEPT OF TRANSP 2008 (VWC)
 PP3394'RECOVERED AS DESCRIBED.
 PP3394
 PP3394                          STATION RECOVERY (2014)
 PP3394
 PP3394'RECOVERY NOTE BY MN DEPT OF TRANSP 2014 (KMS)
 PP3394'RECOVERED AS DESCRIBED.
 PP3394
 PP3394                          STATION RECOVERY (2016)
 PP3394
 PP3394'RECOVERY NOTE BY MN DEPT OF TRANSP 2016 (DJH)
 PP3394'RECOVERED AS DESCRIBED.
 PP3394
 PP3394                          STATION RECOVERY (2023)
 PP3394
 PP3394'RECOVERY NOTE BY MN DEPT OF TRANSP 2023 (MJS)
 PP3394'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 PP3395 ***********************************************************************
 PP3395  DESIGNATION -  2504 F
 PP3395  PID         -  PP3395
 PP3395  STATE/COUNTY-  MN/GOODHUE
 PP3395  COUNTRY     -  US
 PP3395  USGS QUAD   -  CANNON FALLS (2019)
 PP3395
 PP3395                         *CURRENT SURVEY CONTROL
 PP3395  ______________________________________________________________________
 PP3395* NAD 83(1986) POSITION- 44 32 35.53   (N) 092 53 30.17   (W)   HD_HELD1
 PP3395* NAVD 88 ORTHO HEIGHT -   265.641 (meters)      871.52  (feet) ADJUSTED
 PP3395  ______________________________________________________________________
 PP3395  GEOID HEIGHT    -        -29.376 (meters)                     GEOID18
 PP3395  DYNAMIC HEIGHT  -        265.603 (meters)      871.40  (feet) COMP
 PP3395  MODELED GRAVITY -    980,468.2   (mgal)                       NAVD 88
 PP3395
 PP3395  VERT ORDER      -  SECOND    CLASS I
 PP3395
 PP3395.The horizontal coordinates were determined by differentially corrected
 PP3395.hand held GPS observations or other comparable positioning techniques
 PP3395.and have an estimated accuracy of +/- 3 meters.
 PP3395
 PP3395.The orthometric height was determined by differential leveling and
 PP3395.adjusted by the NATIONAL GEODETIC SURVEY
 PP3395.in June 1995.
 PP3395
 PP3395.Significant digits in the geoid height do not necessarily reflect accuracy.
 PP3395.GEOID18 height accuracy estimate available here.
 PP3395
 PP3395.Click photographs - Photos may exist for this station.
 PP3395
 PP3395.The dynamic height is computed by dividing the NAVD 88
 PP3395.geopotential number by the normal gravity value computed on the
 PP3395.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP3395.degrees latitude (g = 980.6199 gals.).
 PP3395
 PP3395.The modeled gravity was interpolated from observed gravity values.
 PP3395
 PP3395;                    North         East    Units  Estimated Accuracy
 PP3395;SPC MN S     -   272,064.4     888,066.9     MT  (+/- 3 meters HH1 GPS) 
 PP3395
 PP3395_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWK0860232213(NAD 83)
 PP3395
 PP3395                          SUPERSEDED SURVEY CONTROL
 PP3395
 PP3395.No superseded survey control is available for this station.
 PP3395
 PP3395_MARKER: DV = VERTICAL CONTROL DISK
 PP3395_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 PP3395_STAMPING: 2504 F 1988
 PP3395_MARK LOGO: MNDT
 PP3395_PROJECTION: RECESSED 5 CENTIMETERS
 PP3395_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 PP3395_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PP3395_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PP3395+SATELLITE: SATELLITE OBSERVATIONS - September 28, 2023
 PP3395
 PP3395  HISTORY     - Date     Condition        Report By
 PP3395  HISTORY     - 1988     MONUMENTED       MNDT
 PP3395  HISTORY     - 20010915 GOOD             USPSQD
 PP3395  HISTORY     - 20080904 GOOD             MNDT
 PP3395  HISTORY     - 20141028 GOOD             MNDT
 PP3395  HISTORY     - 20230928 GOOD             MNDT
 PP3395
 PP3395                          STATION DESCRIPTION
 PP3395
 PP3395'DESCRIBED BY MN DEPT OF TRANSP 1988
 PP3395'THE MARK IS LOCATED ABOUT 1.5 MI (2.4 KM) NORTH OF THE NORTH CITY
 PP3395'LIMITS OF CANNON FALLS, NEAR THE DAKOTA-GOODHUE COUNTY LINE, 3.05 MI
 PP3395'(4.91 KM) NORTHERLY ALONG TRUNK HIGHWAY 20 FROM ITS JUNCTION WITH
 PP3395'TRUNK HIGHWAY 19 AT CANNON FALLS AND IN THE NE 1/4 OF SECTION 6,
 PP3395'T112N, R17W.  THE MARK IS 48.5 FT (14.8 M) NORTHWEST OF AND ABOUT 3.7
 PP3395'FT (1.1 M) LOWER THAN THE CENTERLINE OF HIGHWAY 20 AT MILEPOINT 3.1,
 PP3395'34.0 FT (10.4 M) SOUTH OF THE CENTER OF 280TH STREET (DAKOTA-GOODHUE
 PP3395'COUNTY LINE), 4.7 FT (1.4 M) NORTHEAST OF THE NORTHWEST CORNER OF THE
 PP3395'DAKOTA ELECTRIC COMPANY SUBSTATION FENCE AND 1.0 FT (0.3 M) EAST OF A
 PP3395'STEEL WITNESS POST.  THE MARK, A STANDARD MNDT MAGNETIC ALUMINUM
 PP3395'VERTICAL CONTROL MONUMENT DISK STAMPED---2504 F 1988---, IS FASTENED
 PP3395'TO THE TOP OF A 3/4 INCH DIAMETER BY 22 FOOT LONG ALUMINUM ALLOY ROD
 PP3395'DRIVEN TO REFUSAL AND FLUSH WITH THE SURFACE OF THE GROUND.
 PP3395
 PP3395                          STATION RECOVERY (2001)
 PP3395
 PP3395'RECOVERY NOTE BY US POWER SQUADRON 2001 (AEH)
 PP3395'RECOVERED IN GOOD CONDITION.
 PP3395
 PP3395                          STATION RECOVERY (2008)
 PP3395
 PP3395'RECOVERY NOTE BY MN DEPT OF TRANSP 2008 (VWC)
 PP3395'RECOVERED AS DESCRIBED.
 PP3395
 PP3395                          STATION RECOVERY (2014)
 PP3395
 PP3395'RECOVERY NOTE BY MN DEPT OF TRANSP 2014 (KMS)
 PP3395'RECOVERED AS DESCRIBED.
 PP3395
 PP3395                          STATION RECOVERY (2023)
 PP3395
 PP3395'RECOVERY NOTE BY MN DEPT OF TRANSP 2023 (MJS)
 PP3395'3.05 MI (4.91 KM) NORTH ALONG TRUNK HIGHWAY 20 FROM THE JUNCTION OF
 PP3395'TRUNK HIGHWAY 19 AND TRUNK HIGHWAY 20 IN CANNON FALLS, AT TRUNK
 PP3395'HIGHWAY 20 MILE POINT 3.05, 48.5 FT (14.8 M) NORTHWEST OF TRUNK
 PP3395'HIGHWAY 20, 34.0 FT (10.4 M) SOUTH OF 280TH STREET (DAKOTA-GOODHUE
 PP3395'COUNTY LINE), 29.2 FT (8.9 M) NORTHEAST OF THE NORTHEAST CORNER OF THE
 PP3395'DAKOTA ELECTRIC COMPANY SUBSTATION FENCE, 1.0 FT (0.3 M) EAST OF A
 PP3395'WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DQ1070 ***********************************************************************
 DQ1070  DESIGNATION -  2504 G
 DQ1070  PID         -  DQ1070
 DQ1070  STATE/COUNTY-  MN/GOODHUE
 DQ1070  COUNTRY     -  US
 DQ1070  USGS QUAD   -  CANNON FALLS (2019)
 DQ1070
 DQ1070                         *CURRENT SURVEY CONTROL
 DQ1070  ______________________________________________________________________
 DQ1070* NAD 83(1986) POSITION- 44 30 40.67   (N) 092 54 23.16   (W)   HD_HELD1
 DQ1070* NAVD 88 ORTHO HEIGHT -   242.160 (meters)      794.49  (feet) ADJUSTED
 DQ1070  ______________________________________________________________________
 DQ1070  GEOID HEIGHT    -        -29.341 (meters)                     GEOID18
 DQ1070  DYNAMIC HEIGHT  -        242.125 (meters)      794.37  (feet) COMP
 DQ1070  MODELED GRAVITY -    980,467.4   (mgal)                       NAVD 88
 DQ1070
 DQ1070  VERT ORDER      -  SECOND    CLASS I
 DQ1070
 DQ1070.The horizontal coordinates were determined by differentially corrected
 DQ1070.hand held GPS observations or other comparable positioning techniques
 DQ1070.and have an estimated accuracy of +/- 3 meters.
 DQ1070
 DQ1070.The orthometric height was determined by differential leveling and
 DQ1070.adjusted by the NATIONAL GEODETIC SURVEY
 DQ1070.in September 2016.
 DQ1070
 DQ1070.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ1070.GEOID18 height accuracy estimate available here.
 DQ1070
 DQ1070.Click photographs - Photos may exist for this station.
 DQ1070
 DQ1070.The dynamic height is computed by dividing the NAVD 88
 DQ1070.geopotential number by the normal gravity value computed on the
 DQ1070.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ1070.degrees latitude (g = 980.6199 gals.).
 DQ1070
 DQ1070.The modeled gravity was interpolated from observed gravity values.
 DQ1070
 DQ1070;                    North         East    Units  Estimated Accuracy
 DQ1070;SPC MN S     -   268,503.8     886,944.7     MT  (+/- 3 meters HH1 GPS) 
 DQ1070
 DQ1070_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWK0743628668(NAD 83)
 DQ1070
 DQ1070                          SUPERSEDED SURVEY CONTROL
 DQ1070
 DQ1070.No superseded survey control is available for this station.
 DQ1070
 DQ1070_MARKER: F = FLANGE-ENCASED ROD
 DQ1070_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DQ1070_STAMPING: 2504 G 2014
 DQ1070_MARK LOGO: MNDT
 DQ1070_PROJECTION: RECESSED 3 CENTIMETERS
 DQ1070_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DQ1070_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ1070_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ1070+SATELLITE: SATELLITE OBSERVATIONS - September 27, 2023
 DQ1070_ROD/PIPE-DEPTH: 11.9 meters
 DQ1070
 DQ1070  HISTORY     - Date     Condition        Report By
 DQ1070  HISTORY     - 20141112 MONUMENTED       MNDT
 DQ1070  HISTORY     - 20170424 GOOD             MNDT
 DQ1070  HISTORY     - 20230927 GOOD             MNDT
 DQ1070
 DQ1070                          STATION DESCRIPTION
 DQ1070
 DQ1070'DESCRIBED BY MN DEPT OF TRANSP 2014
 DQ1070'THE STATION IS LOCATED ABOUT 7.3 MI (11.7 KM) NORTH OF SOGN, 5.7 MI
 DQ1070'(9.2 KM) EAST OF RANDOLPH AND IN THE TOWN OF CANNON FALLS, MN.
 DQ1070'
 DQ1070'TO REACH THE MARK GO 0.3 MI (0.5 KM) NORTH ALONG TRUNK HIGHWAY 20 FROM
 DQ1070'THE JUNCTION OF TRUNK HIGHWAY 20 AND TRUNK HIGHWAY 19 IN CANNON FALLS,
 DQ1070'AT TRUNK HIGHWAY 20 MILE POINT 0.3.
 DQ1070'
 DQ1070'THE MARK IS LOCATED 24.3 FT (7.4 M) WEST OF TRUNK HIGHWAY 20 FOG LINE,
 DQ1070'29.9 FT (9.1 M) NORTH OF RIVERSIDE PARK ENTRANCE, 2.8 FT (0.9 M) EAST
 DQ1070'OF NORTH LEG OF RIVERSIDE PARK SIGN, 3.0 FT (0.9 M) EAST-SOUTHEAST OF
 DQ1070'A WITNESS POST.
 DQ1070'
 DQ1070'NOTE - THE STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM
 DQ1070'ROD DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION REMOVABLE
 DQ1070'DISK SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH
 DQ1070'PVC PIPE BACK FILLED WITH WASHED SAND.
 DQ1070
 DQ1070                          STATION RECOVERY (2017)
 DQ1070
 DQ1070'RECOVERY NOTE BY MN DEPT OF TRANSP 2017 (KMS)
 DQ1070'RECOVERED IN GOOD CONDITION.
 DQ1070
 DQ1070                          STATION RECOVERY (2023)
 DQ1070
 DQ1070'RECOVERY NOTE BY MN DEPT OF TRANSP 2023 (MJS)
 DQ1070'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DQ1069 ***********************************************************************
 DQ1069  DESIGNATION -  2504 H
 DQ1069  PID         -  DQ1069
 DQ1069  STATE/COUNTY-  MN/GOODHUE
 DQ1069  COUNTRY     -  US
 DQ1069  USGS QUAD   -  CANNON FALLS (2019)
 DQ1069
 DQ1069                         *CURRENT SURVEY CONTROL
 DQ1069  ______________________________________________________________________
 DQ1069* NAD 83(2011) POSITION- 44 31 19.25788(N) 092 54 34.82694(W)   ADJUSTED
 DQ1069* NAD 83(2011) ELLIP HT-   219.157 (meters)        (07/20/16)   ADJUSTED
 DQ1069* NAD 83(2011) EPOCH   -  2010.00
 DQ1069* NAVD 88 ORTHO HEIGHT -   248.474 (meters)      815.20  (feet) ADJUSTED
 DQ1069  ______________________________________________________________________
 DQ1069  GEOID HEIGHT    -        -29.324 (meters)                     GEOID18
 DQ1069  NAD 83(2011) X  -   -231,226.530 (meters)                     COMP
 DQ1069  NAD 83(2011) Y  - -4,549,276.908 (meters)                     COMP
 DQ1069  NAD 83(2011) Z  -  4,449,786.479 (meters)                     COMP
 DQ1069  LAPLACE CORR    -         -9.50  (seconds)                    DEFLEC18
 DQ1069  DYNAMIC HEIGHT  -        248.439 (meters)      815.09  (feet) COMP
 DQ1069  MODELED GRAVITY -    980,468.7   (mgal)                       NAVD 88
 DQ1069
 DQ1069  VERT ORDER      -  SECOND    CLASS I
 DQ1069
 DQ1069  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DQ1069  Standards:
 DQ1069         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DQ1069            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DQ1069  -------------------------------------------------------------------
 DQ1069  NETWORK    0.60   1.14           0.28   0.20   0.58      0.07804397
 DQ1069  -------------------------------------------------------------------
 DQ1069  Click here for local accuracies and other accuracy information.
 DQ1069
 DQ1069.The horizontal coordinates were established by GPS observations
 DQ1069.and adjusted by the MN DEPT OF TRANSP in July 2016.
 DQ1069
 DQ1069.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DQ1069.been affixed to the stable North American tectonic plate. See 
 DQ1069.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DQ1069
 DQ1069.The horizontal coordinates are valid at the epoch date displayed above
 DQ1069.which is a decimal equivalence of Year/Month/Day.
 DQ1069
 DQ1069.The orthometric height was determined by differential leveling and
 DQ1069.adjusted by the NATIONAL GEODETIC SURVEY
 DQ1069.in September 2016.
 DQ1069
 DQ1069.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ1069.GEOID18 height accuracy estimate available here.
 DQ1069
 DQ1069.Click photographs - Photos may exist for this station.
 DQ1069
 DQ1069.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DQ1069
 DQ1069.The Laplace correction was computed from DEFLEC18 derived deflections.
 DQ1069
 DQ1069.The ellipsoidal height was determined by GPS observations
 DQ1069.and is referenced to NAD 83.
 DQ1069
 DQ1069.The dynamic height is computed by dividing the NAVD 88
 DQ1069.geopotential number by the normal gravity value computed on the
 DQ1069.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ1069.degrees latitude (g = 980.6199 gals.).
 DQ1069
 DQ1069.The modeled gravity was interpolated from observed gravity values.
 DQ1069
 DQ1069. The following values were computed from the NAD 83(2011) position.
 DQ1069
 DQ1069;                    North         East     Units Scale Factor Converg.
 DQ1069;SPC MN S     -   269,691.288   886,671.177   MT  0.99992210   +0 45 51.3
 DQ1069;SPC MN S     -   884,812.17  2,909,020.35   sFT  0.99992210   +0 45 51.3
 DQ1069;UTM  15      - 4,929,858.644   507,177.999   MT  0.99960063   +0 03 48.0
 DQ1069
 DQ1069!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DQ1069!SPC MN S     -   0.99996564  x   0.99992210  =   0.99988774
 DQ1069!UTM  15      -   0.99996564  x   0.99960063  =   0.99956628
 DQ1069
 DQ1069_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWK0717729858(NAD 83)
 DQ1069
 DQ1069                          SUPERSEDED SURVEY CONTROL
 DQ1069
 DQ1069.No superseded survey control is available for this station.
 DQ1069
 DQ1069_MARKER: I = METAL ROD
 DQ1069_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DQ1069_STAMPING: 2504 H 2014
 DQ1069_MARK LOGO: MNDT
 DQ1069_PROJECTION: RECESSED 5 CENTIMETERS
 DQ1069_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DQ1069_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ1069_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ1069+SATELLITE: SATELLITE OBSERVATIONS - September 27, 2023
 DQ1069_ROD/PIPE-DEPTH: 14.9 meters
 DQ1069
 DQ1069  HISTORY     - Date     Condition        Report By
 DQ1069  HISTORY     - 20141112 MONUMENTED       MNDT
 DQ1069  HISTORY     - 20160429 GOOD             MNDT
 DQ1069  HISTORY     - 20170424 GOOD             MNDT
 DQ1069  HISTORY     - 20230927 GOOD             MNDT
 DQ1069
 DQ1069                          STATION DESCRIPTION
 DQ1069
 DQ1069'DESCRIBED BY MN DEPT OF TRANSP 2014
 DQ1069'THE STATION IS LOCATED ABOUT 7.2 MI (11.6 KM) SOUTHWEST OF MIESVILLE,
 DQ1069'5.4 MI (8.7 KM) EAST OF RANDOLPH AND 1.1 MI (1.8 KM) NORTH-NORTHWEST
 DQ1069'OF CANNON FALLS.
 DQ1069'
 DQ1069'TO REACH THE MARK GO 1.05 MI (1.7 KM) NORTH ALONG TRUNK HIGHWAY 20
 DQ1069'FROM THE JUNCTION OF TRUNK HIGHWAY 20 AND TRUNK HIGHWAY 19 IN CANNON
 DQ1069'FALLS, AT TRUNK HIGHWAY 20 MILE POINT 1.05.
 DQ1069'
 DQ1069'THE MARK IS LOCATED 47.0 FT (14.3 M) WEST-SOUTHWEST OF TRUNK HIGHWAY
 DQ1069'20 FOG LINE, 112.5 FT (34.3 M) NORTH OF COUNTY ROAD 17 WEST, 1.5 FT
 DQ1069'(0.5 M) EAST-NORTHEAST OF A WITNESS POST.
 DQ1069'
 DQ1069'NOTE - THE STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM
 DQ1069'ROD DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION REMOVABLE
 DQ1069'DISK SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH
 DQ1069'PVC PIPE BACK FILLED WITH WASHED SAND.
 DQ1069
 DQ1069                          STATION RECOVERY (2016)
 DQ1069
 DQ1069'RECOVERY NOTE BY MN DEPT OF TRANSP 2016 (DJH)
 DQ1069'RECOVERED AS DESCRIBED.
 DQ1069
 DQ1069                          STATION RECOVERY (2017)
 DQ1069
 DQ1069'RECOVERY NOTE BY MN DEPT OF TRANSP 2017 (KMS)
 DQ1069'RECOVERED IN GOOD CONDITION.
 DQ1069
 DQ1069                          STATION RECOVERY (2023)
 DQ1069
 DQ1069'RECOVERY NOTE BY MN DEPT OF TRANSP 2023 (MJS)
 DQ1069'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 PP0357 ***********************************************************************
 PP0357  DESIGNATION -  2505 C
 PP0357  PID         -  PP0357
 PP0357  STATE/COUNTY-  MN/GOODHUE
 PP0357  COUNTRY     -  US
 PP0357  USGS QUAD   -  ZUMBROTA (2019)
 PP0357
 PP0357                         *CURRENT SURVEY CONTROL
 PP0357  ______________________________________________________________________
 PP0357* NAD 83(1986) POSITION- 44 16 35.00   (N) 092 39 35.00   (W)   HD_HELD1
 PP0357* NAVD 88 ORTHO HEIGHT -   341.235 (meters)     1119.54  (feet) ADJUSTED
 PP0357  ______________________________________________________________________
 PP0357  GEOID HEIGHT    -        -29.960 (meters)                     GEOID18
 PP0357  DYNAMIC HEIGHT  -        341.173 (meters)     1119.33  (feet) COMP
 PP0357  MODELED GRAVITY -    980,426.8   (mgal)                       NAVD 88
 PP0357
 PP0357  VERT ORDER      -  SECOND    CLASS 0
 PP0357
 PP0357.The horizontal coordinates were determined by differentially corrected
 PP0357.hand held GPS observations or other comparable positioning techniques
 PP0357.and have an estimated accuracy of +/- 3 meters.
 PP0357
 PP0357.The orthometric height was determined by differential leveling and
 PP0357.adjusted by the NATIONAL GEODETIC SURVEY
 PP0357.in June 1991.
 PP0357
 PP0357.Significant digits in the geoid height do not necessarily reflect accuracy.
 PP0357.GEOID18 height accuracy estimate available here.
 PP0357
 PP0357.Click photographs - Photos may exist for this station.
 PP0357
 PP0357.The dynamic height is computed by dividing the NAVD 88
 PP0357.geopotential number by the normal gravity value computed on the
 PP0357.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP0357.degrees latitude (g = 980.6199 gals.).
 PP0357
 PP0357.The modeled gravity was interpolated from observed gravity values.
 PP0357
 PP0357;                    North         East    Units  Estimated Accuracy
 PP0357;SPC MN S     -   242,698.3     906,986.0     MT  (+/- 3 meters HH1 GPS) 
 PP0357
 PP0357_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWK2715402627(NAD 83)
 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
 PP0357.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PP0357.See file dsdata.pdf to determine how the superseded data were derived.
 PP0357
 PP0357_MARKER: DB = BENCH MARK DISK
 PP0357_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 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 NOT SUITABLE FOR
 PP0357+SATELLITE: SATELLITE OBSERVATIONS - November 10, 2016
 PP0357
 PP0357  HISTORY     - Date     Condition        Report By
 PP0357  HISTORY     - 1961     MONUMENTED       MNHD
 PP0357  HISTORY     - 1972     GOOD             MNDT
 PP0357  HISTORY     - 1980     GOOD             MNDT
 PP0357  HISTORY     - 20010915 POOR             USPSQD
 PP0357  HISTORY     - 20041007 GOOD             MNDT
 PP0357  HISTORY     - 20061028 GOOD             USPSQD
 PP0357  HISTORY     - 20090623 MARK NOT FOUND   MNDT
 PP0357  HISTORY     - 20161110 POOR             MNDT
 PP0357  HISTORY     - 20230919 MARK NOT FOUND   MNDT
 PP0357
 PP0357                          STATION DESCRIPTION
 PP0357
 PP0357'DESCRIBED BY MN DEPT OF TRANSP 1972
 PP0357'1.2 MI SE FROM ZUMBROTA.
 PP0357'THE MARK IS LOCATED 0.9 MILES SOUTH ALONG T.H. 58 FROM THE JUNCTION OF
 PP0357'T.H. 58 AND COUNTY ROAD 10 IN ZUMBROTA, THENCE 0.6 MILES SOUTHEAST
 PP0357'ALONG T.H. 52, 80 FEET NORTHEAST OF THE CENTERLINE OF THE NORTHBOUND
 PP0357'LANE OF T.H. 52 AT MILE POINT 76.5 (STA. 1198+00), 50 FT. SOUTH OF A
 PP0357'HIGHWAY INFORMATIONAL SIGN (ZUMBROTA - RED WING EXIT 1/2 MILE), 80
 PP0357'FEET SOUTH OF A POWER POLE, 118 FEET NORTHWEST OF A POWER POLE WITH A
 PP0357'GUY WIRE, IN THE TOP OF A SIX FOOT PRECAST CONCRETE MONUMENT SET 2
 PP0357'FEET LOWER THAN THE ROADWAY AND PROJECTING 2 INCHES ABOVE THE GROUND.
 PP0357'NE 1/4 SECTION 6, T 109N, R 15W.
 PP0357
 PP0357                          STATION RECOVERY (1980)
 PP0357
 PP0357'RECOVERY NOTE BY MN DEPT OF TRANSP 1980
 PP0357'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  THE MARK IS
 PP0357'LOCATED 0.7 MILE SOUTHEAST ALONG TRUNK HIGHWAY 52 FROM ITS JUNCTION
 PP0357'WITH TRUNK HIGHWAY 58 AT THE SOUTH EDGE OF ZUMBROTA AND IS NEAR TRUNK
 PP0357'HIGHWAY 52 MILE POINT 76.5 IN THE NE 1/4 OF SECTION 6, T109N, R15W.
 PP0357'THE MARK IS 97 FEET NORTHEAST OF AND ABOUT LEVEL WITH THE CENTERLINE
 PP0357'OF TRUNK HIGHWAY 52, 118 FEET NORTHWEST OF POWER POLE NUMBER 33 WITH
 PP0357'A GUY WIRE, 80 FEET SOUTHEAST OF POWER POLE NUMBER 32 AND 0.7 FOOT
 PP0357'SOUTHWEST OF A STEEL WITNESS POST.  THE MARK, A STANDARD MNHD BENCH
 PP0357'MARK DISK STAMPED---2505 C 1961 1119---, IS SET IN THE TOP OF A
 PP0357'MAGNETIC CONCRETE POST THAT PROJECTS 2 INCHES ABOVE GROUND LEVEL.
 PP0357
 PP0357                          STATION RECOVERY (2001)
 PP0357
 PP0357'RECOVERY NOTE BY US POWER SQUADRON 2001 (BC)
 PP0357'MARK RECOVERED IN POOR CONDITION.
 PP0357
 PP0357                          STATION RECOVERY (2004)
 PP0357
 PP0357'RECOVERY NOTE BY MN DEPT OF TRANSP 2004 (MPP)
 PP0357'0.7 MILES SOUTHEAST ALONG TRUNK HIGHWAY 52 FROM THE JUNCTION OF TRUNK
 PP0357'HIGHWAY 52 AND TRUNK HIGHWAY 58 AT SOUTH EDGE OF ZUMBROTA, AT TRUNK
 PP0357'HIGHWAY 52 MILEPOINT 76.5, 97 FEET NORTHEAST OF TRUNK HIGHWAY 52, 118
 PP0357'FEET NORTHWEST OF POWER POLE 33 WITH GUY WIRE, 80 FEET SOUTHEAST OF
 PP0357'POWER POLE 32, 0.7 FEET SOUTHWEST OF WITNESS POST
 PP0357
 PP0357                          STATION RECOVERY (2006)
 PP0357
 PP0357'RECOVERY NOTE BY US POWER SQUADRON 2006 (JCL)
 PP0357'RECOVERED IN GOOD CONDITION.
 PP0357
 PP0357                          STATION RECOVERY (2009)
 PP0357
 PP0357'RECOVERY NOTE BY MN DEPT OF TRANSP 2009 (WEF)
 PP0357'THE MARK WAS NOT RECOVERED.
 PP0357
 PP0357                          STATION RECOVERY (2016)
 PP0357
 PP0357'RECOVERY NOTE BY MN DEPT OF TRANSP 2016 (MPP)
 PP0357'MARK RECOVERED IN POOR CONDITION.
 PP0357
 PP0357                          STATION RECOVERY (2023)
 PP0357
 PP0357'RECOVERY NOTE BY MN DEPT OF TRANSP 2023 (MJS)
 PP0357'THE SURVEY MARK IS ON PRIVATE PROPERTY AND HAS BEEN ABANDONED FOR
 PP0357'MNDOT GEODETIC USE.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 PP0356 ***********************************************************************
 PP0356  DESIGNATION -  2505 D
 PP0356  PID         -  PP0356
 PP0356  STATE/COUNTY-  MN/GOODHUE
 PP0356  COUNTRY     -  US
 PP0356  USGS QUAD   -  ZUMBROTA (2019)
 PP0356
 PP0356                         *CURRENT SURVEY CONTROL
 PP0356  ______________________________________________________________________
 PP0356* NAD 83(1986) POSITION- 44 16 17.38   (N) 092 39 16.66   (W)   HD_HELD1
 PP0356* NAVD 88 ORTHO HEIGHT -   333.411 (meters)     1093.87  (feet) ADJUSTED
 PP0356  ______________________________________________________________________
 PP0356  GEOID HEIGHT    -        -29.964 (meters)                     GEOID18
 PP0356  DYNAMIC HEIGHT  -        333.350 (meters)     1093.67  (feet) COMP
 PP0356  MODELED GRAVITY -    980,427.0   (mgal)                       NAVD 88
 PP0356
 PP0356  VERT ORDER      -  SECOND    CLASS I
 PP0356
 PP0356.The horizontal coordinates were determined by differentially corrected
 PP0356.hand held GPS observations or other comparable positioning techniques
 PP0356.and have an estimated accuracy of +/- 3 meters.
 PP0356
 PP0356.The orthometric height was determined by differential leveling and
 PP0356.adjusted by the NATIONAL GEODETIC SURVEY
 PP0356.in May 2019.
 PP0356
 PP0356.Significant digits in the geoid height do not necessarily reflect accuracy.
 PP0356.GEOID18 height accuracy estimate available here.
 PP0356
 PP0356.Click photographs - Photos may exist for this station.
 PP0356
 PP0356.The dynamic height is computed by dividing the NAVD 88
 PP0356.geopotential number by the normal gravity value computed on the
 PP0356.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP0356.degrees latitude (g = 980.6199 gals.).
 PP0356
 PP0356.The modeled gravity was interpolated from observed gravity values.
 PP0356
 PP0356;                    North         East    Units  Estimated Accuracy
 PP0356;SPC MN S     -   242,161.2     907,401.6     MT  (+/- 3 meters HH1 GPS) 
 PP0356
 PP0356_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWK2756302085(NAD 83)
 PP0356
 PP0356                          SUPERSEDED SURVEY CONTROL
 PP0356
 PP0356  NAVD 88 (06/15/91)  333.416  (m)         1093.88   (f) SUPERSEDED  2 1
 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
 PP0356.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PP0356.See file dsdata.pdf to determine how the superseded data were derived.
 PP0356
 PP0356_MARKER: DB = BENCH MARK DISK
 PP0356_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 PP0356_STAMPING: 1093 2505 D 1961
 PP0356_MARK LOGO: MNHD
 PP0356_PROJECTION: FLUSH
 PP0356_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 PP0356_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PP0356_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PP0356+SATELLITE: SATELLITE OBSERVATIONS - September 19, 2023
 PP0356
 PP0356  HISTORY     - Date     Condition        Report By
 PP0356  HISTORY     - 1961     MONUMENTED       MNHD
 PP0356  HISTORY     - 1972     GOOD             MNDT
 PP0356  HISTORY     - 1980     GOOD             MNDT
 PP0356  HISTORY     - 20010915 GOOD             USPSQD
 PP0356  HISTORY     - 20041007 GOOD             MNDT
 PP0356  HISTORY     - 20061028 GOOD             USPSQD
 PP0356  HISTORY     - 20090623 GOOD             MNDT
 PP0356  HISTORY     - 20130305 GOOD             MNDT
 PP0356  HISTORY     - 20161110 GOOD             MNDT
 PP0356  HISTORY     - 20170405 GOOD             MNDT
 PP0356  HISTORY     - 20230919 GOOD             MNDT
 PP0356
 PP0356                          STATION DESCRIPTION
 PP0356
 PP0356'DESCRIBED BY MN DEPT OF TRANSP 1972
 PP0356'1.6 MI SE FROM ZUMBROTA.
 PP0356'MARK IS LOCATED 0.9 MILES SOUTH ALONG T.H. 58 FROM THE JUNCTION OF
 PP0356'T.H. 58 AND COUNTY ROAD 10 IN ZUMBROTA, THENCE 1.0 MILES SOUTHEAST
 PP0356'ALONG T.H. 52, 80 FEET NORTHEAST OF THE CENTERLINE OF THE NORTHBOUND
 PP0356'LANE OF T.H. 52 AT MILE POINT 76.15 (STA. 1215+00), 10 FEET WEST OF A
 PP0356'NORTH-SOUTH FENCE LINE, 41 FEET SOUTH OF A BURIED CABLE MARKER AND
 PP0356'POLE, 150 FEET NORTH OF A DRIVEWAY EAST, 57 FEET NORTH OF A POWER POLE
 PP0356'ON AN EAST-WEST POWER LINE, 4 FEET WEST OF A STEEL WITNESS POST IN THE
 PP0356'TOP OF A SIX FOOT PRECAST CONCRETE MONUMENT SET ABOUT LEVEL WITH THE
 PP0356'ROADWAY AND FLUSH WITH THE GROUND.  SE 1/4 SECTION 6, T 109N, R 15W.
 PP0356
 PP0356                          STATION RECOVERY (1980)
 PP0356
 PP0356'RECOVERY NOTE BY MN DEPT OF TRANSP 1980
 PP0356'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  THE MARK IS
 PP0356'LOCATED 0.95 MILE SOUTHEAST ALONG TRUNK HIGHWAY 52 FROM ITS JUNCTION
 PP0356'WITH TRUNK HIGHWAY 58 AT THE SOUTH EDGE OF ZUMBROTA AND IS NEAR TRUNK
 PP0356'HIGHWAY 52 MILE POINT 76.2 IN THE SE 1/4 OF SECTION 6, T109N, R15W.
 PP0356'THE MARK IS 89.7 FEET EAST-NORTHEAST OF AND ABOUT LEVEL WITH THE
 PP0356'CENTERLINE OF TRUNK HIGHWAY 52, 176.5 FEET NORTH OF THE CENTER OF A
 PP0356'DRIVEWAY, 73.7 FEET SOUTH OF POWER POLE NUMBER 40, 84 FEET
 PP0356'NORTH-NORTHWEST OF A CORNER FENCE POST, 57 FEET NORTH-NORTHWEST OF A
 PP0356'POWER POLE WITH A GUY WIRE, 40.9 FEET SOUTH-SOUTHWEST OF A TELEPHONE
 PP0356'BURIED CABLE MARKER, 9.9 FEET WEST OF A NORTH-SOUTH FENCE LINE AND
 PP0356'0.5 FOOT WEST OF A STEEL WITNESS POST.  THE MARK, A STANDARD MNHD
 PP0356'BENCH MARK DISK STAMPED---2505 D 1961 1093---, IS SET IN THE TOP OF A
 PP0356'MAGNETIC CONCRETE POST THAT PROJECTS 2 INCHES ABOVE GROUND LEVEL.
 PP0356
 PP0356                          STATION RECOVERY (2001)
 PP0356
 PP0356'RECOVERY NOTE BY US POWER SQUADRON 2001 (BC)
 PP0356'RECOVERED IN GOOD CONDITION.
 PP0356
 PP0356                          STATION RECOVERY (2004)
 PP0356
 PP0356'RECOVERY NOTE BY MN DEPT OF TRANSP 2004 (MPP)
 PP0356'0.95 MILES SOUTHEAST OF JUNCTION OF TRUNK HIGHWAY 52 AND TRUNK HIGHWAY
 PP0356'58, AT TRUNK HIGHWAY 52 MILEPOINT 76.2, AT SOUTH EDGE OF ZUMBROTA,
 PP0356'89.7 FEET EAST-NORTHEAST OF TRUNK HIGHWAY 52, 176.5 FEET NORTH OF
 PP0356'DRIVEWAY, 73.7 FEET SOUTH OF POWER POLE 40, 84 FEET NORTH-NORTHWEST OF
 PP0356'FENCE CORNER, 57 FEET NORTH-NORTHWEST OF POWER POLE WITH GUY WIRE,
 PP0356'40.9 FEET SOUTH-SOUTHWEST OF TELEPHONE CABLE MARKER, 9.9 FEET WEST OF
 PP0356'NORTH-SOUTH FENCELINE, 0.5 FEET WEST OF WITNESS POST
 PP0356
 PP0356                          STATION RECOVERY (2006)
 PP0356
 PP0356'RECOVERY NOTE BY US POWER SQUADRON 2006 (JCL)
 PP0356'RECOVERED IN GOOD CONDITION.
 PP0356
 PP0356                          STATION RECOVERY (2009)
 PP0356
 PP0356'RECOVERY NOTE BY MN DEPT OF TRANSP 2009 (PL)
 PP0356'RECOVERED AS DESCRIBED.
 PP0356
 PP0356                          STATION RECOVERY (2013)
 PP0356
 PP0356'RECOVERY NOTE BY MN DEPT OF TRANSP 2013 (MPP)
 PP0356'RECOVERED AS DESCRIBED.
 PP0356
 PP0356                          STATION RECOVERY (2016)
 PP0356
 PP0356'RECOVERY NOTE BY MN DEPT OF TRANSP 2016 (MPP)
 PP0356'RECOVERED AS DESCRIBED.
 PP0356
 PP0356                          STATION RECOVERY (2017)
 PP0356
 PP0356'RECOVERY NOTE BY MN DEPT OF TRANSP 2017 (KMS)
 PP0356'RECOVERED IN GOOD CONDITION.
 PP0356
 PP0356                          STATION RECOVERY (2023)
 PP0356
 PP0356'RECOVERY NOTE BY MN DEPT OF TRANSP 2023 (MJS)
 PP0356'1.5 MI (2.4 KM) SOUTHEAST OF ZUMBROTA, 0.95 MI (1.53 KM) SOUTHEAST
 PP0356'ALONG TRUNK HIGHWAY 52 FROM THE JUNCTION OF TRUNK HIGHWAY 52 AND TRUNK
 PP0356'HIGHWAY 58 IN ZUMBROTA, AT TRUNK HIGHWAY 52 MILE POINT 76.2, 89.7 FT
 PP0356'(27.3 M) EAST-NORTHEAST OF NORTHBOUND TRUNK HIGHWAY 52, 176.5 FT (53.8
 PP0356'M) NORTH OF A DRIVEWAY, 84.0 FT (25.6 M) NORTH-NORTHWEST OF A FENCE
 PP0356'CORNER, 73.7 FT (22.5 M) SOUTH OF A POWER POLE NUMBER 40, 9.9 FT (3.0
 PP0356'M) WEST OF A NORTH-SOUTH FENCE LINE, 0.20 FT (6 CM) WEST OF A WITNESS
 PP0356'POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 PP0354 ***********************************************************************
 PP0354  DESIGNATION -  2505 F
 PP0354  PID         -  PP0354
 PP0354  STATE/COUNTY-  MN/GOODHUE
 PP0354  COUNTRY     -  US
 PP0354  USGS QUAD   -  ZUMBROTA (2019)
 PP0354
 PP0354                         *CURRENT SURVEY CONTROL
 PP0354  ______________________________________________________________________
 PP0354* NAD 83(1986) POSITION- 44 15 43.00   (N) 092 39 00.00   (W)   HD_HELD1
 PP0354* NAVD 88 ORTHO HEIGHT -   348.297 (meters)     1142.70  (feet) ADJUSTED
 PP0354  ______________________________________________________________________
 PP0354  GEOID HEIGHT    -        -29.965 (meters)                     GEOID18
 PP0354  DYNAMIC HEIGHT  -        348.234 (meters)     1142.50  (feet) COMP
 PP0354  MODELED GRAVITY -    980,426.9   (mgal)                       NAVD 88
 PP0354
 PP0354  VERT ORDER      -  SECOND    CLASS 0
 PP0354
 PP0354.The horizontal coordinates were determined by differentially corrected
 PP0354.hand held GPS observations or other comparable positioning techniques
 PP0354.and have an estimated accuracy of +/- 3 meters.
 PP0354
 PP0354.The orthometric height was determined by differential leveling and
 PP0354.adjusted by the NATIONAL GEODETIC SURVEY
 PP0354.in June 1991.
 PP0354
 PP0354.Significant digits in the geoid height do not necessarily reflect accuracy.
 PP0354.GEOID18 height accuracy estimate available here.
 PP0354
 PP0354.Click photographs - Photos may exist for this station.
 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     -   241,106.4     907,788.5     MT  (+/- 3 meters HH1 GPS) 
 PP0354
 PP0354_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWK2793701026(NAD 83)
 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
 PP0354.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PP0354.See file dsdata.pdf to determine how the superseded data were derived.
 PP0354
 PP0354_MARKER: DD = SURVEY DISK
 PP0354_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PP0354_STAMPING: 2505 F 1961 1142
 PP0354_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PP0354+STABILITY: SURFACE MOTION
 PP0354_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PP0354+SATELLITE: SATELLITE OBSERVATIONS - September 15, 2001
 PP0354
 PP0354  HISTORY     - Date     Condition        Report By
 PP0354  HISTORY     - 1961     MONUMENTED       MNDT
 PP0354  HISTORY     - 1972     GOOD             MNDT
 PP0354  HISTORY     - 20010915 GOOD             USPSQD
 PP0354  HISTORY     - 20061028 GOOD             USPSQD
 PP0354  HISTORY     - 20090623 MARK NOT FOUND   MNDT
 PP0354  HISTORY     - 20230919 MARK NOT FOUND   MNDT
 PP0354
 PP0354                          STATION DESCRIPTION
 PP0354
 PP0354'DESCRIBED BY MN DEPT OF TRANSP 1972
 PP0354'2.4 MI SE FROM ZUMBROTA.
 PP0354'MARK IS LOCATED 0.9 MILES SOUTH ALONG T.H. 58 FROM THE JUNCTION OF
 PP0354'T.H. 58 AND COUNTY ROAD 10 IN ZUMBROTA, THENCE 1.7 MILES SOUTHEAST
 PP0354'ALONG T.H. 52, ABOUT 0.6 MILES SOUTH OF THE JUNCTION OF T.H. 52 AND
 PP0354'T.H. 60, 100 FEET EAST OF THE CENTERLINE OF THE NORTHBOUND LANE OF
 PP0354'T.H. 52 AT MILE POINT 75.6 (STA. 1264+40), 2 FEET WEST OF A
 PP0354'NORTH-SOUTH FENCE LINE, 12 FEET SOUTH OF THE WEST LEG OF AN
 PP0354'ADVERTISING SIGN (GULF), 0.5 FEET WEST OF A STEEL WITNESS POST, IN THE
 PP0354'TOP OF A SIX FOOT PRECAST CONCRETE MONUMENT SET 1 FOOT LOWER THAN THE
 PP0354'ROADWAY AND PROJECTING 2 INCHES ABOVE THE GROUND.  NW 1/4 SECTION 8, T
 PP0354'109N, R 15W.
 PP0354
 PP0354                          STATION RECOVERY (2001)
 PP0354
 PP0354'RECOVERY NOTE BY US POWER SQUADRON 2001 (BC)
 PP0354'RECOVERED IN GOOD CONDITION.
 PP0354
 PP0354                          STATION RECOVERY (2006)
 PP0354
 PP0354'RECOVERY NOTE BY US POWER SQUADRON 2006 (JCL)
 PP0354'RECOVERED IN GOOD CONDITION.
 PP0354
 PP0354                          STATION RECOVERY (2009)
 PP0354
 PP0354'RECOVERY NOTE BY MN DEPT OF TRANSP 2009 (PL)
 PP0354'THE MARK WAS NOT RECOVERED.
 PP0354
 PP0354                          STATION RECOVERY (2023)
 PP0354
 PP0354'RECOVERY NOTE BY MN DEPT OF TRANSP 2023 (MJS)
 PP0354'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 PP3567 ***********************************************************************
 PP3567  DESIGNATION -  2505 G 2 RESET
 PP3567  PID         -  PP3567
 PP3567  STATE/COUNTY-  MN/GOODHUE
 PP3567  COUNTRY     -  US
 PP3567  USGS QUAD   -  PINE ISLAND (2019)
 PP3567
 PP3567                         *CURRENT SURVEY CONTROL
 PP3567  ______________________________________________________________________
 PP3567* NAD 83(1986) POSITION- 44 14 17.62   (N) 092 39 00.88   (W)   HD_HELD1
 PP3567* NAVD 88 ORTHO HEIGHT -   325.637 (meters)     1068.36  (feet) ADJUSTED
 PP3567  ______________________________________________________________________
 PP3567  GEOID HEIGHT    -        -29.957 (meters)                     GEOID18
 PP3567  DYNAMIC HEIGHT  -        325.576 (meters)     1068.16  (feet) COMP
 PP3567  MODELED GRAVITY -    980,424.5   (mgal)                       NAVD 88
 PP3567
 PP3567  VERT ORDER      -  SECOND    CLASS I
 PP3567
 PP3567.The horizontal coordinates were determined by differentially corrected
 PP3567.hand held GPS observations or other comparable positioning techniques
 PP3567.and have an estimated accuracy of +/- 3 meters.
 PP3567
 PP3567.The orthometric height was determined by differential leveling and
 PP3567.adjusted by the NATIONAL GEODETIC SURVEY
 PP3567.in July 2014.
 PP3567
 PP3567.Significant digits in the geoid height do not necessarily reflect accuracy.
 PP3567.GEOID18 height accuracy estimate available here.
 PP3567
 PP3567.Click photographs - Photos may exist for this station.
 PP3567
 PP3567.The dynamic height is computed by dividing the NAVD 88
 PP3567.geopotential number by the normal gravity value computed on the
 PP3567.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP3567.degrees latitude (g = 980.6199 gals.).
 PP3567
 PP3567.The modeled gravity was interpolated from observed gravity values.
 PP3567
 PP3567;                    North         East    Units  Estimated Accuracy
 PP3567;SPC MN S     -   238,471.3     907,812.5     MT  (+/- 3 meters HH1 GPS) 
 PP3567
 PP3567_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWJ2792898392(NAD 83)
 PP3567
 PP3567                          SUPERSEDED SURVEY CONTROL
 PP3567
 PP3567  NAVD 88 (04/14/03)  325.630  (m)         1068.34   (f) SUPERSEDED  3 0
 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
 PP3567.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PP3567.See file dsdata.pdf to determine how the superseded data were derived.
 PP3567
 PP3567_MARKER: DV = VERTICAL CONTROL DISK
 PP3567_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 PP3567_SP_SET: BOX CULVERT
 PP3567_STAMPING: 2505-G 2 RESET 1987
 PP3567_MARK LOGO: MNHD
 PP3567_MAGNETIC: N = NO MAGNETIC MATERIAL
 PP3567_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PP3567+STABILITY: SURFACE MOTION
 PP3567_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 PP3567+SATELLITE: SATELLITE OBSERVATIONS - October 17, 2012
 PP3567
 PP3567  HISTORY     - Date     Condition        Report By
 PP3567  HISTORY     - 1987     MONUMENTED       MNDT
 PP3567  HISTORY     - 20010915 GOOD             USPSQD
 PP3567  HISTORY     - 20061028 GOOD             USPSQD
 PP3567  HISTORY     - 20090622 GOOD             MNDT
 PP3567  HISTORY     - 20121017 GOOD             MNDT
 PP3567
 PP3567                          STATION DESCRIPTION
 PP3567
 PP3567'DESCRIBED BY MN DEPT OF TRANSP 1987
 PP3567'2.5 MI (4.0 KM) N ALONG TH 52 FROM THE COUNTY ROAD 11 BRIDGE CROSSING
 PP3567'OVER TH 52 AT MP 73.9, 43 FT (13.1 M) E OF THE CENTERLINE OF THE
 PP3567'NORTHBOUND LANE OF TH 52, 155 FT (47.2 M) S OF A TOWNSHIP ROAD
 PP3567'CROSSING, 4 FT (1.2 M) N OF THE SE CORNER OF A DOUBLE BOX CULVERT (BR
 PP3567'6130), ABOUT 3 FT (0.9 M) LOWER THAN THE ROADWAY.
 PP3567
 PP3567                          STATION RECOVERY (2001)
 PP3567
 PP3567'RECOVERY NOTE BY US POWER SQUADRON 2001 (AEH)
 PP3567'RECOVERED IN GOOD CONDITION.
 PP3567
 PP3567                          STATION RECOVERY (2006)
 PP3567
 PP3567'RECOVERY NOTE BY US POWER SQUADRON 2006 (AEH)
 PP3567'RECOVERED IN GOOD CONDITION.
 PP3567
 PP3567                          STATION RECOVERY (2009)
 PP3567
 PP3567'RECOVERY NOTE BY MN DEPT OF TRANSP 2009 (WEF)
 PP3567'RECOVERED AS DESCRIBED.
 PP3567
 PP3567                          STATION RECOVERY (2012)
 PP3567
 PP3567'RECOVERY NOTE BY MN DEPT OF TRANSP 2012 (JBG)
 PP3567'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 PP0353 ***********************************************************************
 PP0353  DESIGNATION -  2505 G 3
 PP0353  PID         -  PP0353
 PP0353  STATE/COUNTY-  MN/GOODHUE
 PP0353  COUNTRY     -  US
 PP0353  USGS QUAD   -  ZUMBROTA (2019)
 PP0353
 PP0353                         *CURRENT SURVEY CONTROL
 PP0353  ______________________________________________________________________
 PP0353* NAD 83(1986) POSITION- 44 15 32.00   (N) 092 39 00.00   (W)   HD_HELD1
 PP0353* NAVD 88 ORTHO HEIGHT -   358.008 (meters)     1174.56  (feet) ADJUSTED
 PP0353  ______________________________________________________________________
 PP0353  GEOID HEIGHT    -        -29.963 (meters)                     GEOID18
 PP0353  DYNAMIC HEIGHT  -        357.942 (meters)     1174.35  (feet) COMP
 PP0353  MODELED GRAVITY -    980,426.6   (mgal)                       NAVD 88
 PP0353
 PP0353  VERT ORDER      -  SECOND    CLASS 0
 PP0353
 PP0353.The horizontal coordinates were determined by differentially corrected
 PP0353.hand held GPS observations or other comparable positioning techniques
 PP0353.and have an estimated accuracy of +/- 3 meters.
 PP0353
 PP0353.The orthometric height was determined by differential leveling and
 PP0353.adjusted by the NATIONAL GEODETIC SURVEY
 PP0353.in June 1991.
 PP0353
 PP0353.Significant digits in the geoid height do not necessarily reflect accuracy.
 PP0353.GEOID18 height accuracy estimate available here.
 PP0353
 PP0353.Click photographs - Photos may exist for this station.
 PP0353
 PP0353.The dynamic height is computed by dividing the NAVD 88
 PP0353.geopotential number by the normal gravity value computed on the
 PP0353.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP0353.degrees latitude (g = 980.6199 gals.).
 PP0353
 PP0353.The modeled gravity was interpolated from observed gravity values.
 PP0353
 PP0353;                    North         East    Units  Estimated Accuracy
 PP0353;SPC MN S     -   240,766.9     907,794.1     MT  (+/- 3 meters HH1 GPS) 
 PP0353
 PP0353_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWK2793800687(NAD 83)
 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
 PP0353.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PP0353.See file dsdata.pdf to determine how the superseded data were derived.
 PP0353
 PP0353_MARKER: DB = BENCH MARK DISK
 PP0353_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 PP0353_STAMPING: 2505 G 3 1961 1174
 PP0353_MARK LOGO: MNHD
 PP0353_PROJECTION: PROJECTING 10 CENTIMETERS
 PP0353_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PP0353
 PP0353  HISTORY     - Date     Condition        Report By
 PP0353  HISTORY     - 1961     MONUMENTED       MNDT
 PP0353  HISTORY     - 1972     GOOD             MNDT
 PP0353  HISTORY     - 20010915 MARK NOT FOUND   USPSQD
 PP0353  HISTORY     - 20061028 MARK NOT FOUND   USPSQD
 PP0353  HISTORY     - 20090623 MARK NOT FOUND   MNDT
 PP0353  HISTORY     - 20230919 MARK NOT FOUND   MNDT
 PP0353
 PP0353                          STATION DESCRIPTION
 PP0353
 PP0353'DESCRIBED BY MN DEPT OF TRANSP 1972
 PP0353'2.6 MI SE FROM ZUMBROTA.
 PP0353'MARK IS LOCATED 0.9 MILES SOUTH ALONG T.H. 58 FROM THE JUNCTION OF
 PP0353'T.H. 58 AND COUNTY ROAD 10, THENCE 2.0 MILES SOUTHEAST ALONG T.H. 52,
 PP0353'ABOUT 0.6 MILES SOUTH OF THE JUNCTION OF T.H. 60 AND T.H. 52, 98 FEET
 PP0353'EAST OF THE CENTERLINE OF THE NORTHBOUND LANE OF T.H. 52 AT MILE POINT
 PP0353'75.2 (STA. 1280+00), 128 FEET SOUTHEAST OF THE EAST END OF AN 18 INCH
 PP0353'CONCRETE CULVERT UNDER T.H. 52 NORTHBOUND, 2 FEET WEST OF A
 PP0353'NORTH-SOUTH FENCE LINE, 1 FOOT WEST OF A STEEL WITNESS POST, IN THE
 PP0353'TOP OF A 6 FOOT PRECAST CONCRETE MONUMENT PROJECTING 4 INCHES ABOVE
 PP0353'THE GROUND.  SW 1/4 SECTION 8, T 109N, R 25W.
 PP0353
 PP0353                          STATION RECOVERY (2001)
 PP0353
 PP0353'RECOVERY NOTE BY US POWER SQUADRON 2001 (BC)
 PP0353'MARK NOT FOUND.
 PP0353
 PP0353                          STATION RECOVERY (2006)
 PP0353
 PP0353'RECOVERY NOTE BY US POWER SQUADRON 2006 (AEH)
 PP0353'WITNESS POST IS EXISTING BUT NO MARK FOUND
 PP0353
 PP0353                          STATION RECOVERY (2009)
 PP0353
 PP0353'RECOVERY NOTE BY MN DEPT OF TRANSP 2009 (PL)
 PP0353'THE MARK WAS NOT RECOVERED.
 PP0353
 PP0353                          STATION RECOVERY (2023)
 PP0353
 PP0353'RECOVERY NOTE BY MN DEPT OF TRANSP 2023 (MJS)
 PP0353'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 PP0351 ***********************************************************************
 PP0351  DESIGNATION -  2505 G 4
 PP0351  PID         -  PP0351
 PP0351  STATE/COUNTY-  MN/GOODHUE
 PP0351  COUNTRY     -  US
 PP0351  USGS QUAD   -  PINE ISLAND (2019)
 PP0351
 PP0351                         *CURRENT SURVEY CONTROL
 PP0351  ______________________________________________________________________
 PP0351* NAD 83(1996) POSITION- 44 14 41.38028(N) 092 39 03.56828(W)   NO CHECK
 PP0351* NAVD 88 ORTHO HEIGHT -   337.789 (meters)     1108.23  (feet) ADJUSTED
 PP0351  ______________________________________________________________________
 PP0351  GEOID HEIGHT    -        -29.957 (meters)                     GEOID18
 PP0351  LAPLACE CORR    -         -3.53  (seconds)                    DEFLEC18
 PP0351  DYNAMIC HEIGHT  -        337.727 (meters)     1108.03  (feet) COMP
 PP0351  MODELED GRAVITY -    980,425.1   (mgal)                       NAVD 88
 PP0351
 PP0351  HORZ ORDER      -  THIRD
 PP0351  VERT ORDER      -  SECOND    CLASS I
 PP0351
 PP0351.The horizontal coordinates were established by classical geodetic methods
 PP0351.and adjusted by the National Geodetic Survey in March 1999.
 PP0351
 PP0351.No horizontal observational check was made to the station.
 PP0351
 PP0351.The orthometric height was determined by differential leveling and
 PP0351.adjusted by the NATIONAL GEODETIC SURVEY
 PP0351.in June 1991.
 PP0351
 PP0351.Significant digits in the geoid height do not necessarily reflect accuracy.
 PP0351.GEOID18 height accuracy estimate available here.
 PP0351
 PP0351.Click photographs - Photos may exist for this station.
 PP0351
 PP0351.The Laplace correction was computed from DEFLEC18 derived deflections.
 PP0351
 PP0351.The dynamic height is computed by dividing the NAVD 88
 PP0351.geopotential number by the normal gravity value computed on the
 PP0351.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP0351.degrees latitude (g = 980.6199 gals.).
 PP0351
 PP0351.The modeled gravity was interpolated from observed gravity values.
 PP0351
 PP0351. The following values were computed from the NAD 83(1996) position.
 PP0351
 PP0351;                    North         East     Units Scale Factor Converg.
 PP0351;SPC MN S     -   239,203.521   907,740.729   MT  0.99993202   +0 56 44.0
 PP0351;SPC MN S     -   784,786.89  2,978,146.04   sFT  0.99993202   +0 56 44.0
 PP0351;UTM  15      - 4,899,125.134   527,866.157   MT  0.99960955   +0 14 36.7
 PP0351
 PP0351!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PP0351!SPC MN S     -   0.99995173  x   0.99993202  =   0.99988376
 PP0351!UTM  15      -   0.99995173  x   0.99960955  =   0.99956130
 PP0351
 PP0351_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWJ2786699125(NAD 83)
 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  NGVD 29             337.75   (m)         1108.1    (f) LEVELING    3  
 PP0351
 PP0351.Superseded values are not recommended for survey control.
 PP0351
 PP0351.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PP0351.See file dsdata.pdf to determine how the superseded data were derived.
 PP0351
 PP0351_MARKER: DB = BENCH MARK DISK
 PP0351_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 PP0351_STAMPING: 2505 G 4 1972
 PP0351_MARK LOGO: MNHD
 PP0351_PROJECTION: FLUSH
 PP0351_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 PP0351_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PP0351_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PP0351+SATELLITE: SATELLITE OBSERVATIONS - September 08, 2023
 PP0351
 PP0351  HISTORY     - Date     Condition        Report By
 PP0351  HISTORY     - 19720401 MONUMENTED       MNHD
 PP0351  HISTORY     - 20010915 GOOD             USPSQD
 PP0351  HISTORY     - 20061028 GOOD             USPSQD
 PP0351  HISTORY     - 20090622 GOOD             MNDT
 PP0351  HISTORY     - 20121017 GOOD             MNDT
 PP0351  HISTORY     - 20230908 GOOD             MNDT
 PP0351
 PP0351                          STATION DESCRIPTION
 PP0351
 PP0351'DESCRIBED BY MN HIGHWAY DEPT 1972
 PP0351'2.9 MI N FROM PINE ISLAND.
 PP0351'MARK IS LOCATED 0.7 MILES NORTH ALONG COUNTY ROAD 3 FROM THE JUNCTION
 PP0351'OF COUNTY ROAD 3 AND COUNTY ROAD 11 IN PINE ISLAND, THENCE 2.2 MILES
 PP0351'NORTH ALONG T.H. 52, 73 FEET WEST OF THE CENTERLINE OF THE SOUTHBOUND
 PP0351'LANE OF T.H. 52, 0.4 MILES NORTH OF A ROAD CROSSING, 0.15 MILES NORTH
 PP0351'OF A GROUP OF LARGE EVERGREENS IN A FARM YARD, 24 FEET EAST OF A
 PP0351'NORTH-SOUTH FENCE LINE, 1 FOOT EAST OF A STEEL WITNESS POST, IN THE
 PP0351'TOP OF A 6 FOOT PRECAST CONCRETE MONUMENT PROJECTING 2 INCHES ABOVE
 PP0351'THE GROUND.  SE 1/4 SECTION 18, T 109N, R 15W.
 PP0351
 PP0351                          STATION RECOVERY (2001)
 PP0351
 PP0351'RECOVERY NOTE BY US POWER SQUADRON 2001 (AEH)
 PP0351'FENCE HAS BEEN REMOVED, WITNESS POST IS GONE
 PP0351
 PP0351                          STATION RECOVERY (2006)
 PP0351
 PP0351'RECOVERY NOTE BY US POWER SQUADRON 2006 (AEH)
 PP0351'RECOVERED IN GOOD CONDITION.
 PP0351
 PP0351                          STATION RECOVERY (2009)
 PP0351
 PP0351'RECOVERY NOTE BY MN DEPT OF TRANSP 2009 (WEF)
 PP0351'RECOVERED AS DESCRIBED.
 PP0351
 PP0351                          STATION RECOVERY (2012)
 PP0351
 PP0351'RECOVERY NOTE BY MN DEPT OF TRANSP 2012 (JBG)
 PP0351'THE STATION IS LOCATED ABOUT 5.6 MI (9.0 KM) WEST-SOUTHWEST OF
 PP0351'MAZEPPA, 3.5 MI (5.6 KM) SOUTH-SOUTHEAST OF ZUMBROTA AND 3.0 MI (4.8
 PP0351'KM) NORTH OF PINE ISLAND.
 PP0351'
 PP0351'TO REACH THE MARK GO 2.9 MI (4.7 KM) NORTH OF THE JUNCTION OF COUNTY
 PP0351'ROAD 11 AND TRUNK HIGHWAY 52, AT TRUNK HIGHWAY 52 MILE POINT 74.3,
 PP0351'73.0 FT (22.3 M) WEST OF SOUTHBOUND TRUNK HIGHWAY 52, 0.4 MI (0.6 KM)
 PP0351'NORTH OF 490TH STREET.
 PP0351'
 PP0351'THE MARK IS LOCATED 103.0 FT (31.4 M) SOUTH-SOUTHEAST OF POWER POLE,
 PP0351'1.0 FT (0.3 M) EAST OF A WITNESS POST.
 PP0351
 PP0351                          STATION RECOVERY (2023)
 PP0351
 PP0351'RECOVERY NOTE BY MN DEPT OF TRANSP 2023 (MJS)
 PP0351'2.9 MI (4.7 KM) NORTH OF PINE ISLAND, 2.9 MI (4.7 KM) NORTH OF THE
 PP0351'JUNCTION OF COUNTY ROAD 11 AND TRUNK HIGHWAY 52, AT TRUNK HIGHWAY 52
 PP0351'MILE POINT 74.3, 73.0 FT (22.3 M) WEST OF SOUTHBOUND TRUNK HIGHWAY 52,
 PP0351'0.4 MI (0.6 KM) NORTH OF 490TH STREET, 103.0 FT (31.4 M)
 PP0351'SOUTH-SOUTHEAST OF A POWER POLE, 1.0 FT (0.3 M) EAST OF A WITNESS
 PP0351'POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 PP0347 ***********************************************************************
 PP0347  DESIGNATION -  2505 H
 PP0347  PID         -  PP0347
 PP0347  STATE/COUNTY-  MN/GOODHUE
 PP0347  COUNTRY     -  US
 PP0347  USGS QUAD   -  PINE ISLAND (2019)
 PP0347
 PP0347                         *CURRENT SURVEY CONTROL
 PP0347  ______________________________________________________________________
 PP0347* NAD 83(1986) POSITION- 44 13 26.05   (N) 092 39 01.14   (W)   HD_HELD1
 PP0347* NAVD 88 ORTHO HEIGHT -   316.330 (meters)     1037.83  (feet) ADJUSTED
 PP0347  ______________________________________________________________________
 PP0347  GEOID HEIGHT    -        -29.957 (meters)                     GEOID18
 PP0347  DYNAMIC HEIGHT  -        316.271 (meters)     1037.63  (feet) COMP
 PP0347  MODELED GRAVITY -    980,422.8   (mgal)                       NAVD 88
 PP0347
 PP0347  VERT ORDER      -  SECOND    CLASS I
 PP0347
 PP0347.The horizontal coordinates were determined by differentially corrected
 PP0347.hand held GPS observations or other comparable positioning techniques
 PP0347.and have an estimated accuracy of +/- 3 meters.
 PP0347
 PP0347.The orthometric height was determined by differential leveling and
 PP0347.adjusted by the NATIONAL GEODETIC SURVEY
 PP0347.in June 1991.
 PP0347
 PP0347.Significant digits in the geoid height do not necessarily reflect accuracy.
 PP0347.GEOID18 height accuracy estimate available here.
 PP0347
 PP0347.Click photographs - Photos may exist for this station.
 PP0347
 PP0347.The dynamic height is computed by dividing the NAVD 88
 PP0347.geopotential number by the normal gravity value computed on the
 PP0347.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP0347.degrees latitude (g = 980.6199 gals.).
 PP0347
 PP0347.The modeled gravity was interpolated from observed gravity values.
 PP0347
 PP0347;                    North         East    Units  Estimated Accuracy
 PP0347;SPC MN S     -   236,879.8     907,833.0     MT  (+/- 3 meters HH1 GPS) 
 PP0347
 PP0347_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWJ2792996801(NAD 83)
 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
 PP0347.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PP0347.See file dsdata.pdf to determine how the superseded data were derived.
 PP0347
 PP0347_MARKER: DB = BENCH MARK DISK
 PP0347_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 PP0347_SP_SET: CULVERT
 PP0347_STAMPING: 1037 2505 H 1961
 PP0347_MARK LOGO: MNHD
 PP0347_MAGNETIC: N = NO MAGNETIC MATERIAL
 PP0347_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PP0347+STABILITY: SURFACE MOTION
 PP0347_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 PP0347+SATELLITE: SATELLITE OBSERVATIONS - September 19, 2023
 PP0347
 PP0347  HISTORY     - Date     Condition        Report By
 PP0347  HISTORY     - 19610401 MONUMENTED       MNHD
 PP0347  HISTORY     - 1972     GOOD             MNDT
 PP0347  HISTORY     - 20010915 GOOD             USPSQD
 PP0347  HISTORY     - 20061028 GOOD             USPSQD
 PP0347  HISTORY     - 20090622 GOOD             MNDT
 PP0347  HISTORY     - 20121017 GOOD             MNDT
 PP0347  HISTORY     - 20230919 GOOD             MNDT
 PP0347
 PP0347                          STATION DESCRIPTION
 PP0347
 PP0347'DESCRIBED BY MN DEPT OF TRANSP 1972
 PP0347'1.4 MI N FROM PINE ISLAND.
 PP0347'MARK IS LOCATED 0.7 MILES NORTH ALONG COUNTY ROAD 3 FROM THE JUNCTION
 PP0347'OF COUNTY ROAD 3 AND COUNTY ROAD 11 IN PINE ISLAND, THENCE 0.7 MILES
 PP0347'NORTH ALONG T.H. 52, 50 FEET EAST OF THE CENTERLINE OF THE NORTHBOUND
 PP0347'LANE OF T.H. 52, AT MILE POINT 72.9 (STA. 1406+70), 130 FEET SOUTH OF
 PP0347'A T-ROAD EAST, IN THE SOUTHEAST CORNER OF A 4 X 8 FOOT BOX CULVERT
 PP0347'ABOUT 4 FEET LOWER THAN THE ROADWAY.  NW 1/4 SECTION 29, T 109N, R
 PP0347'15W.
 PP0347
 PP0347                          STATION RECOVERY (2001)
 PP0347
 PP0347'RECOVERY NOTE BY US POWER SQUADRON 2001 (AEH)
 PP0347'RECOVERED IN GOOD CONDITION.
 PP0347
 PP0347                          STATION RECOVERY (2006)
 PP0347
 PP0347'RECOVERY NOTE BY US POWER SQUADRON 2006 (AEH)
 PP0347'MARK FOUND IN THE SOUTHWEST CORNER OF THE BOX CULVERT
 PP0347
 PP0347                          STATION RECOVERY (2009)
 PP0347
 PP0347'RECOVERY NOTE BY MN DEPT OF TRANSP 2009 (WEF)
 PP0347'RECOVERED AS DESCRIBED.
 PP0347
 PP0347                          STATION RECOVERY (2012)
 PP0347
 PP0347'RECOVERY NOTE BY MN DEPT OF TRANSP 2012 (JBG)
 PP0347'THE STATION IS LOCATED ABOUT 6.2 MI (10.0 KM) WEST-SOUTHWEST OF
 PP0347'MAZEPPA, 4.9 MI (7.9 KM) SOUTH OF ZUMBROTA AND 1.6 MI (2.6 KM) NORTH
 PP0347'OF PINE ISLAND.
 PP0347'
 PP0347'TO REACH THE MARK GO 0.28 MI (0.5 KM) NORTH ALONG MAIN STREET FROM THE
 PP0347'JUNCTION OF COUNTY ROAD 11 NORTHWEST AND MAIN STREET IN PINE ISLAND,
 PP0347'THEN 0.60 MI (1.0 KM) NORTH ON TRUNK HIGHWAY 52 TO MILE POINT 72.9.
 PP0347'
 PP0347'THE MARK IS LOCATED 130.0 FT (39.6 M) SOUTH OF 500TH STREET, 50.0 FT
 PP0347'(15.2 M) EAST OF NORTHBOUND TRUNK HIGHWAY 52, IN SOUTHEAST CORNER OF
 PP0347'TRUNK HIGHWAY 52 BOX CULVERT.
 PP0347
 PP0347                          STATION RECOVERY (2023)
 PP0347
 PP0347'RECOVERY NOTE BY MN DEPT OF TRANSP 2023 (MJS)
 PP0347'1.4 MI (2.3 KM) NORTH OF PINE ISLAND, 0.28 MI (0.45 KM) NORTH ALONG
 PP0347'MAIN STREET FROM THE JUNCTION OF COUNTY ROAD 11 NORTHWEST AND MAIN
 PP0347'STREET IN PINE ISLAND, THEN 0.6 MI (1.0 KM) NORTH ON TRUNK HIGHWAY 52
 PP0347'TO MILE POINT 72.9, 130.0 FT (39.6 M) SOUTH OF 500TH STREET, 50.0 FT
 PP0347'(15.2 M) EAST OF NORTHBOUND TRUNK HIGHWAY 52, IN THE SOUTHEAST CORNER
 PP0347'OF A TRUNK HIGHWAY 52 BOX CULVERT.
 PP0347'
 PP0347'THE SURVEY MARK HAS BEEN DEEMED UNSAFE DUE TO FALL RISK AND HAS BEEN
 PP0347'ABANDONED FOR MNDOT GEODETIC USE.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 PP0348 ***********************************************************************
 PP0348  DESIGNATION -  2505 H 2
 PP0348  PID         -  PP0348
 PP0348  STATE/COUNTY-  MN/GOODHUE
 PP0348  COUNTRY     -  US
 PP0348  USGS QUAD   -  PINE ISLAND (2019)
 PP0348
 PP0348                         *CURRENT SURVEY CONTROL
 PP0348  ______________________________________________________________________
 PP0348* NAD 83(1986) POSITION- 44 13 47.20   (N) 092 39 00.35   (W)   HD_HELD1
 PP0348* NAVD 88 ORTHO HEIGHT -   332.228 (meters)     1089.98  (feet) ADJUSTED
 PP0348  ______________________________________________________________________
 PP0348  GEOID HEIGHT    -        -29.957 (meters)                     GEOID18
 PP0348  DYNAMIC HEIGHT  -        332.166 (meters)     1089.78  (feet) COMP
 PP0348  MODELED GRAVITY -    980,423.5   (mgal)                       NAVD 88
 PP0348
 PP0348  VERT ORDER      -  SECOND    CLASS I
 PP0348
 PP0348.The horizontal coordinates were determined by differentially corrected
 PP0348.hand held GPS observations or other comparable positioning techniques
 PP0348.and have an estimated accuracy of +/- 3 meters.
 PP0348
 PP0348.The orthometric height was determined by differential leveling and
 PP0348.adjusted by the NATIONAL GEODETIC SURVEY
 PP0348.in June 1991.
 PP0348
 PP0348.Significant digits in the geoid height do not necessarily reflect accuracy.
 PP0348.GEOID18 height accuracy estimate available here.
 PP0348
 PP0348.Click photographs - Photos may exist for this station.
 PP0348
 PP0348.The dynamic height is computed by dividing the NAVD 88
 PP0348.geopotential number by the normal gravity value computed on the
 PP0348.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP0348.degrees latitude (g = 980.6199 gals.).
 PP0348
 PP0348.The modeled gravity was interpolated from observed gravity values.
 PP0348
 PP0348;                    North         East    Units  Estimated Accuracy
 PP0348;SPC MN S     -   237,532.7     907,839.7     MT  (+/- 3 meters HH1 GPS) 
 PP0348
 PP0348_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWJ2794497453(NAD 83)
 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
 PP0348.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PP0348.See file dsdata.pdf to determine how the superseded data were derived.
 PP0348
 PP0348_MARKER: DB = BENCH MARK DISK
 PP0348_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 PP0348_STAMPING: 2505 H 2 1972
 PP0348_MARK LOGO: MNHD
 PP0348_PROJECTION: PROJECTING 8 CENTIMETERS
 PP0348_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 PP0348_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PP0348_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 PP0348+SATELLITE: SATELLITE OBSERVATIONS - September 19, 2023
 PP0348
 PP0348  HISTORY     - Date     Condition        Report By
 PP0348  HISTORY     - 19720401 MONUMENTED       MNHD
 PP0348  HISTORY     - 20020921 GOOD             USPSQD
 PP0348  HISTORY     - 20061028 GOOD             USPSQD
 PP0348  HISTORY     - 20090622 GOOD             MNDT
 PP0348  HISTORY     - 20121017 GOOD             MNDT
 PP0348  HISTORY     - 20230919 GOOD             MNDT
 PP0348
 PP0348                          STATION DESCRIPTION
 PP0348
 PP0348'DESCRIBED BY MN HIGHWAY DEPT 1972
 PP0348'1.8 MI N FROM PINE ISLAND.
 PP0348'MARK IS LOCATED 0.7 MILES NORTH ALONG COUNTY ROAD 3 FROM THE JUNCTION
 PP0348'OF COUNTY ROAD 3 AND COUNTY ROAD 11 IN PINE ISLAND, THENCE 1.1 MILES
 PP0348'NORTH ALONG T.H. 52, 0.4 MILES NORTH OF A T-ROAD EAST, 0.1 MILE SOUTH
 PP0348'OF A CREST IN THE ROAD, 92 FEET EAST OF THE CENTERLINE OF THE
 PP0348'NORTHBOUND LANE OF T.H. 52 AT MILE POINT 73.3, 54 FEET SOUTHWEST OF A
 PP0348'FENCE CORNER (T-FENCE EAST), 38 FEET NORTHEAST OF A 2 INCH PINE TREE
 PP0348'(SOUTH ONE OF 7 TREES), 1 FOOT WEST OF A STEEL WITNESS POST, IN THE
 PP0348'TOP OF A 6 FOOT PRECAST CONCRETE MONUMENT SET 2 FEET LOWER THAN THE
 PP0348'ROADWAY AND PROJECTING 4 INCHES ABOVE THE GROUND.  SW 1/4 SECTION 20,
 PP0348'T 109N, R 15W.
 PP0348
 PP0348                          STATION RECOVERY (2002)
 PP0348
 PP0348'RECOVERY NOTE BY US POWER SQUADRON 2002 (JS)
 PP0348'RECOVERED IN GOOD CONDITION.
 PP0348
 PP0348                          STATION RECOVERY (2006)
 PP0348
 PP0348'RECOVERY NOTE BY US POWER SQUADRON 2006 (AEH)
 PP0348'CHANGE DESCRIPTION TO READ 'PINE TREE IS NOW 18 INCHES'
 PP0348
 PP0348                          STATION RECOVERY (2009)
 PP0348
 PP0348'RECOVERY NOTE BY MN DEPT OF TRANSP 2009 (WEF)
 PP0348'RECOVERED AS DESCRIBED.
 PP0348
 PP0348                          STATION RECOVERY (2012)
 PP0348
 PP0348'RECOVERY NOTE BY MN DEPT OF TRANSP 2012 (JBG)
 PP0348'THE STATION IS LOCATED ABOUT 6.0 MI (9.7 KM) WEST-SOUTHWEST OF
 PP0348'MAZEPPA, 4.5 MI (7.2 KM) SOUTH-SOUTHEAST OF ZUMBROTA AND 2.0 MI (3.2
 PP0348'KM) NORTH OF PINE ISLAND.
 PP0348'
 PP0348'TO REACH THE MARK GO 1.56 MI (2.5 KM) NORTH ALONG TRUNK HIGHWAY 52
 PP0348'FROM THE JUNCTION OF COUNTY ROAD 11 AND TRUNK HIGHWAY 52 IN PINE
 PP0348'ISLAND, 0.1 MI (0.2 KM) SOUTH OF A CREST IN THE ROAD, AT TRUNK HIGHWAY
 PP0348'52 MILE POINT 73.3.
 PP0348'
 PP0348'THE MARK IS LOCATED 92.0 FT (28.0 M) EAST OF NORTHBOUND TRUNK HIGHWAY
 PP0348'52, 38.0 FT (11.6 M) NORTH-NORTHEAST OF SOUTH 1 OF 7 PINE TREES, 0.6
 PP0348'FT (18 CM) WEST OF A WITNESS POST.
 PP0348
 PP0348                          STATION RECOVERY (2023)
 PP0348
 PP0348'RECOVERY NOTE BY MN DEPT OF TRANSP 2023 (MJS)
 PP0348'1.8 MI (2.9 KM) NORTH OF PINE ISLAND, 1.56 MI (2.51 KM) NORTH ALONG
 PP0348'TRUNK HIGHWAY 52 FROM THE JUNCTION OF COUNTY ROAD 11 AND TRUNK HIGHWAY
 PP0348'52 IN PINE ISLAND, 0.1 MI (0.2 KM) SOUTH OF A CREST IN A ROAD, AT
 PP0348'TRUNK HIGHWAY 52 MILE POINT 73.3, 92.0 FT (28.0 M) EAST OF NORTHBOUND
 PP0348'TRUNK HIGHWAY 52, 38.0 FT (11.6 M) NORTH-NORTHEAST OF THE SOUTH 1 OF 7
 PP0348'PINE TREES, 0.6 FT (18 CM) WEST OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 PP0346 ***********************************************************************
 PP0346  DESIGNATION -  2505 H 4
 PP0346  PID         -  PP0346
 PP0346  STATE/COUNTY-  MN/GOODHUE
 PP0346  COUNTRY     -  US
 PP0346  USGS QUAD   -  PINE ISLAND (2019)
 PP0346
 PP0346                         *CURRENT SURVEY CONTROL
 PP0346  ______________________________________________________________________
 PP0346* NAD 83(2011) POSITION- 44 13 08.12795(N) 092 38 58.67169(W)   ADJUSTED
 PP0346* NAD 83(2011) ELLIP HT-   283.909 (meters)        (06/27/12)   ADJUSTED
 PP0346* NAD 83(2011) EPOCH   -  2010.00
 PP0346* NAVD 88 ORTHO HEIGHT -   313.879 (meters)     1029.78  (feet) ADJUSTED
 PP0346  ______________________________________________________________________
 PP0346  GEOID HEIGHT    -        -29.957 (meters)                     GEOID18
 PP0346  NAD 83(2011) X  -   -211,667.774 (meters)                     COMP
 PP0346  NAD 83(2011) Y  - -4,573,853.283 (meters)                     COMP
 PP0346  NAD 83(2011) Z  -  4,425,755.695 (meters)                     COMP
 PP0346  LAPLACE CORR    -         -3.48  (seconds)                    DEFLEC18
 PP0346  DYNAMIC HEIGHT  -        313.820 (meters)     1029.59  (feet) COMP
 PP0346  MODELED GRAVITY -    980,422.1   (mgal)                       NAVD 88
 PP0346
 PP0346  VERT ORDER      -  SECOND    CLASS I
 PP0346
 PP0346  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 PP0346  Standards:
 PP0346         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 PP0346            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 PP0346  -------------------------------------------------------------------
 PP0346  NETWORK    0.43   0.61           0.20   0.14   0.31      0.00274854
 PP0346  -------------------------------------------------------------------
 PP0346  Click here for local accuracies and other accuracy information.
 PP0346
 PP0346.The horizontal coordinates were established by GPS observations
 PP0346.and adjusted by the National Geodetic Survey in June 2012.
 PP0346
 PP0346.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 PP0346.been affixed to the stable North American tectonic plate. See 
 PP0346.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 PP0346
 PP0346.The horizontal coordinates are valid at the epoch date displayed above
 PP0346.which is a decimal equivalence of Year/Month/Day.
 PP0346
 PP0346.The orthometric height was determined by differential leveling and
 PP0346.adjusted by the NATIONAL GEODETIC SURVEY
 PP0346.in July 2014.
 PP0346
 PP0346.Significant digits in the geoid height do not necessarily reflect accuracy.
 PP0346.GEOID18 height accuracy estimate available here.
 PP0346
 PP0346.Click photographs - Photos may exist for this station.
 PP0346
 PP0346.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 PP0346
 PP0346.The Laplace correction was computed from DEFLEC18 derived deflections.
 PP0346
 PP0346.The ellipsoidal height was determined by GPS observations
 PP0346.and is referenced to NAD 83.
 PP0346
 PP0346.The dynamic height is computed by dividing the NAVD 88
 PP0346.geopotential number by the normal gravity value computed on the
 PP0346.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP0346.degrees latitude (g = 980.6199 gals.).
 PP0346
 PP0346.The modeled gravity was interpolated from observed gravity values.
 PP0346
 PP0346. The following values were computed from the NAD 83(2011) position.
 PP0346
 PP0346;                    North         East     Units Scale Factor Converg.
 PP0346;SPC MN S     -   236,327.595   907,896.894   MT  0.99993414   +0 56 47.4
 PP0346;SPC MN S     -   775,351.45  2,978,658.39   sFT  0.99993414   +0 56 47.4
 PP0346;UTM  15      - 4,896,248.441   527,987.030   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  =   0.99988963
 PP0346!UTM  15      -   0.99995548  x   0.99960963  =   0.99956513
 PP0346
 PP0346_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWJ2798796248(NAD 83)
 PP0346
 PP0346                          SUPERSEDED SURVEY CONTROL
 PP0346
 PP0346  NAD 83(2007)-  44 13 08.12833(N)    092 38 58.67277(W) AD(2002.00) 0
 PP0346  ELLIP H (02/10/07)  283.933  (m)                       GP(2002.00)    
 PP0346  NAD 83(1996)-  44 13 08.12780(N)    092 38 58.67232(W) AD(       ) 1
 PP0346  ELLIP H (04/02/03)  283.969  (m)                       GP(       ) 3 2
 PP0346  NAVD 88             313.87   (m)         1029.8    (f) LEVELING    3  
 PP0346  NAVD 88 (06/15/91)  313.869  (m)         1029.75   (f) SUPERSEDED  2 0
 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
 PP0346.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PP0346.See file dsdata.pdf to determine how the superseded data were derived.
 PP0346
 PP0346_MARKER: DB = BENCH MARK DISK
 PP0346_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 PP0346_STAMPING: 2505 H 4 1972
 PP0346_MARK LOGO: MNHD
 PP0346_PROJECTION: FLUSH
 PP0346_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 PP0346_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PP0346_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PP0346+SATELLITE: SATELLITE OBSERVATIONS - September 19, 2023
 PP0346
 PP0346  HISTORY     - Date     Condition        Report By
 PP0346  HISTORY     - 19720401 MONUMENTED       MNHD
 PP0346  HISTORY     - 2001     GOOD             MNDT
 PP0346  HISTORY     - 20020921 GOOD             USPSQD
 PP0346  HISTORY     - 20060825 GOOD             MNDT
 PP0346  HISTORY     - 20061028 GOOD             USPSQD
 PP0346  HISTORY     - 20070503 GOOD             MNDT
 PP0346  HISTORY     - 20090622 GOOD             MNDT
 PP0346  HISTORY     - 20121017 GOOD             MNDT
 PP0346  HISTORY     - 20140224 GOOD             MNDT
 PP0346  HISTORY     - 20230919 GOOD             MNDT
 PP0346
 PP0346                          STATION DESCRIPTION
 PP0346
 PP0346'DESCRIBED BY MN HIGHWAY DEPT 1972
 PP0346'1.0 MI N FROM PINE ISLAND.
 PP0346'MARK IS LOCATED 0.7 MILES NORTH ALONG COUNTY ROAD 3 FROM THE JUNCTION
 PP0346'OF COUNTY ROAD 3 AND COUNTY ROAD 11 IN PINE ISLAND, THENCE 0.3 MILES
 PP0346'NORTH ALONG T.H. 52, ABOUT 0.1 MILES NORTHEAST OF A ROADSIDE PARK,
 PP0346'ABOUT 400 FEET NORTH OF A CROSS-OVER LEADING TO THE ROADSIDE PARK, 93
 PP0346'FEET EAST OF THE CENTERLINE OF T.H. 52 NORTHBOUND LANE OF MILE POST
 PP0346'72.5, 100 FEET SOUTHEAST OF A 2 INCH PINE (ONE OF SEVEN ON HILLSIDE),
 PP0346'1 FOOT WEST OF A STEEL WITNESS POST, IN THE TOP OF A SIX FOOT PRECAST
 PP0346'CONCRETE MONUMENT ABOUT 2 FEET LOWER THAN T.H. 52 AND SET FLUSH WITH
 PP0346'THE GROUND.  NW 1/4 SECTION 29, T 109N, R 15W.
 PP0346
 PP0346                          STATION RECOVERY (2001)
 PP0346
 PP0346'RECOVERY NOTE BY MN DEPT OF TRANSP 2001 (DKH)
 PP0346'1 MI NORTH OF PINE ISLAND, 0.3 MI NORTH OF JCT OF CO RD 3 AND TH 52,
 PP0346'93 FT EAST OF NB TH 52, AT TH 52 MP 72.5, 400 FT NORTH OF CROSSOVER TO
 PP0346'ROADSIDE PARK, 100 FT SE OF 2 INCH PINE TREE (1 OF 7), 0.5 FT WEST OF
 PP0346'WIT POST
 PP0346
 PP0346                          STATION RECOVERY (2002)
 PP0346
 PP0346'RECOVERY NOTE BY US POWER SQUADRON 2002 (JS)
 PP0346'REVISE AS FOLLOWS
 PP0346'THENCE 0.3 MILES N ALONG T.H.52, ABOUT 125 FT S OF ROADSIDE PARK, 250
 PP0346'FT E OF CROSSOVER, 200 FT S OF A PINE TREE CLUSTER AND ADJACENT TO
 PP0346'UNDERGROUND TELEPHONE CABLE MARKER AND R/W SIGN POST.
 PP0346
 PP0346                          STATION RECOVERY (2006)
 PP0346
 PP0346'RECOVERY NOTE BY MN DEPT OF TRANSP 2006 (MPP)
 PP0346'THE MARK WAS RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.
 PP0346'THE MARK IS 1.0 MILE (1.6 KM) NORTH OF PINE ISLAND, 0.3 MILE (0.5 KM)
 PP0346'NORTH OF JUNCTION OF COUNTY ROAD 3 AND TRUNK HIGHWAY 52, AT TRUNK
 PP0346'HIGHWAY 52 MILEPOINT 72.5, 93 FEET (28.3 M) EAST OF NORTHBOUND TRUNK
 PP0346'HIGHWAY 52, 400 FEET (121.9 M) NORTH OF CROSSOVER TO ROADSIDE PARK,
 PP0346'100 FEET (30.5 M) SOUTHEAST OF PINE TREE (OF 7), 0.5 FOOT (15.2 CM)
 PP0346'WEST OF WITNESS POST.
 PP0346
 PP0346                          STATION RECOVERY (2006)
 PP0346
 PP0346'RECOVERY NOTE BY US POWER SQUADRON 2006 (AEH)
 PP0346'RECOVERED IN GOOD CONDITION.
 PP0346
 PP0346                          STATION RECOVERY (2007)
 PP0346
 PP0346'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (MPP)
 PP0346'1 MILE NORTH OF PINE ISLAND, 0.3 MILE NORTH OF JUNCTION OF COUNTY ROAD
 PP0346'3 AND TRUNK HIGHWAY 52, AT TRUNK HIGHWAY 52 MILEPOINT 72.5, 93 FEET
 PP0346'EAST OF NORTHBOUND TRUNK HIGHWAY 52, 400 FEET NORTH OF CROSSOVER TO
 PP0346'ROADSIDE PARK, 100 FEET SOUTHEAST OF PINE TREE ( OF 7), 0.5 FOOT WEST
 PP0346'OF WITNESS POST.
 PP0346
 PP0346                          STATION RECOVERY (2009)
 PP0346
 PP0346'RECOVERY NOTE BY MN DEPT OF TRANSP 2009 (WEF)
 PP0346'RECOVERED AS DESCRIBED.
 PP0346
 PP0346                          STATION RECOVERY (2012)
 PP0346
 PP0346'RECOVERY NOTE BY MN DEPT OF TRANSP 2012 (JBG)
 PP0346'THE STATION IS LOCATED ABOUT 6.4 MI (10.3 KM) SOUTHWEST OF MAZEPPA,
 PP0346'5.3 MI (8.5 KM) SOUTH OF ZUMBROTA AND 1.2 MI (1.9 KM) NORTH OF PINE
 PP0346'ISLAND.
 PP0346'
 PP0346'TO REACH THE MARK GO 1.25 MI (2.0 KM) NORTHWEST ALONG TRUNK HIGHWAY 52
 PP0346'FROM THE JUNCTION OF COUNTY ROAD 11 NORTHEAST (CENTER DRIVE) AND TRUNK
 PP0346'HIGHWAY 52 IN PINE ISLAND, AT TRUNK HIGHWAY 52 MILE POINT 72.5.
 PP0346'
 PP0346'THE MARK IS LOCATED 93.0 FT (28.3 M) EAST OF NORTHBOUND TRUNK HIGHWAY
 PP0346'52, 100.0 FT (30.5 M) SOUTHEAST OF 1 OF 7 PINE TREES, 0.5 FT (15 CM)
 PP0346'WEST OF A WITNESS POST.
 PP0346
 PP0346                          STATION RECOVERY (2014)
 PP0346
 PP0346'RECOVERY NOTE BY MN DEPT OF TRANSP 2014 (DXS)
 PP0346'1.0 MILE NORTH OF PINE ISLAND, 1.25 MILE NORTHWEST ALONG TRUNK HIGHWAY
 PP0346'52 FROM JUNCTION OF COUNTY ROAD 11 NORTHEAST (CENTER DRIVE) AND TRUNK
 PP0346'HIGHWAY 52 IN PINE ISLAND, AT TRUNK HIGHWAY 52 MILEPOINT 72.5, 93.0
 PP0346'FEET EAST OF NORTHBOUND TRUNK HIGHWAY 52, 100.0 FEET SOUTHEAST OF 1 OF
 PP0346'7 PINE TREES, 0.5 FOOT WEST OF WITNESS POST.
 PP0346
 PP0346                          STATION RECOVERY (2023)
 PP0346
 PP0346'RECOVERY NOTE BY MN DEPT OF TRANSP 2023 (MJS)
 PP0346'1.0 MI (1.6 KM) NORTH OF PINE ISLAND, 1.25 MI (2.01 KM) NORTHWEST
 PP0346'ALONG TRUNK HIGHWAY 52 FROM THE JUNCTION OF COUNTY ROAD 11 NORTHEAST
 PP0346'(CENTER DRIVE) AND TRUNK HIGHWAY 52 IN PINE ISLAND, AT TRUNK HIGHWAY
 PP0346'52 MILE POINT 72.5, 93.0 FT (28.3 M) EAST OF NORTHBOUND TRUNK HIGHWAY
 PP0346'52, 100.0 FT (30.5 M) SOUTHEAST OF 1 OF 7 PINE TREES, 0.5 FT (15 CM)
 PP0346'WEST OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DO9060 ***********************************************************************
 DO9060  DESIGNATION -  2505 M
 DO9060  PID         -  DO9060
 DO9060  STATE/COUNTY-  MN/GOODHUE
 DO9060  COUNTRY     -  US
 DO9060  USGS QUAD   -  PINE ISLAND (2019)
 DO9060
 DO9060                         *CURRENT SURVEY CONTROL
 DO9060  ______________________________________________________________________
 DO9060* NAD 83(1986) POSITION- 44 12 13.87   (N) 092 38 05.66   (W)   HD_HELD1
 DO9060* NAVD 88 ORTHO HEIGHT -   311.780 (meters)     1022.90  (feet) ADJUSTED
 DO9060  ______________________________________________________________________
 DO9060  GEOID HEIGHT    -        -29.976 (meters)                     GEOID18
 DO9060  DYNAMIC HEIGHT  -        311.721 (meters)     1022.70  (feet) COMP
 DO9060  MODELED GRAVITY -    980,421.6   (mgal)                       NAVD 88
 DO9060
 DO9060  VERT ORDER      -  SECOND    CLASS I
 DO9060
 DO9060.The horizontal coordinates were determined by differentially corrected
 DO9060.hand held GPS observations or other comparable positioning techniques
 DO9060.and have an estimated accuracy of +/- 3 meters.
 DO9060
 DO9060.The orthometric height was determined by differential leveling and
 DO9060.adjusted by the NATIONAL GEODETIC SURVEY
 DO9060.in July 2014.
 DO9060
 DO9060.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO9060.GEOID18 height accuracy estimate available here.
 DO9060
 DO9060.Click photographs - Photos may exist for this station.
 DO9060
 DO9060.The dynamic height is computed by dividing the NAVD 88
 DO9060.geopotential number by the normal gravity value computed on the
 DO9060.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO9060.degrees latitude (g = 980.6199 gals.).
 DO9060
 DO9060.The modeled gravity was interpolated from observed gravity values.
 DO9060
 DO9060;                    North         East    Units  Estimated Accuracy
 DO9060;SPC MN S     -   234,672.8     909,101.3     MT  (+/- 3 meters HH1 GPS) 
 DO9060
 DO9060_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWJ2917094579(NAD 83)
 DO9060
 DO9060                          SUPERSEDED SURVEY CONTROL
 DO9060
 DO9060.No superseded survey control is available for this station.
 DO9060
 DO9060_MARKER: DV = VERTICAL CONTROL DISK
 DO9060_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DO9060_SP_SET: BRIDGE ABUTMENT
 DO9060_STAMPING: 2505 M 1991
 DO9060_MARK LOGO: MNDT
 DO9060_MAGNETIC: N = NO MAGNETIC MATERIAL
 DO9060_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DO9060_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DO9060+SATELLITE: SATELLITE OBSERVATIONS - September 08, 2023
 DO9060
 DO9060  HISTORY     - Date     Condition        Report By
 DO9060  HISTORY     - 20121018 MONUMENTED       MNDT
 DO9060  HISTORY     - 20230908 GOOD             MNDT
 DO9060
 DO9060                          STATION DESCRIPTION
 DO9060
 DO9060'DESCRIBED BY MN DEPT OF TRANSP 2012 (MPP)
 DO9060'THE STATION IS LOCATED ABOUT 6.5 MI (10.5 KM) SOUTH-SOUTHEAST OF
 DO9060'ZUMBROTA, 5.6 MI (9.0 KM) WEST-NORTHWEST OF ORONOCO AND IN THE TOWN OF
 DO9060'PINE ISLAND, MN.
 DO9060'
 DO9060'TO REACH THE MARK IN ABUTMENT IN DECK IN SOUTHEAST CORNER OF COUNTY
 DO9060'ROAD 11 BRIDGE NUMBER 9668 OVER TRUNK HIGHWAY 52, AT THE JUNCTION OF
 DO9060'COUNTY ROAD 11 NORTHEAST (CENTER DRIVE) AND TRUNK HIGHWAY 52 IN PINE
 DO9060'ISLAND, AT TRUNK HIGHWAY 52 MILE POINT 71.25.
 DO9060'
 DO9060'THE MARK IS LOCATED 9.0 FT (2.7 M) SOUTHEAST OF COUNTY ROAD 11, 27.0
 DO9060'FT (8.2 M) NORTHWEST OF THE SOUTHEAST CORNER OF BRIDGE.
 DO9060
 DO9060                          STATION RECOVERY (2023)
 DO9060
 DO9060'RECOVERY NOTE BY MN DEPT OF TRANSP 2023 (MJS)
 DO9060'IN PINE ISLAND, IN AN ABUTMENT IN THE DECK IN THE SOUTHEAST CORNER OF
 DO9060'COUNTY ROAD 11 BRIDGE NUMBER 9668 OVER TRUNK HIGHWAY 52, AT THE
 DO9060'JUNCTION OF COUNTY ROAD 11 NORTHEAST (CENTER DRIVE) AND TRUNK HIGHWAY
 DO9060'52 IN PINE ISLAND, AT TRUNK HIGHWAY 52 MILE POINT 71.25, 9.0 FT (2.7
 DO9060'M) SOUTHEAST OF COUNTY ROAD 11, 27.0 FT (8.2 M) NORTHWEST OF THE
 DO9060'SOUTHEAST CORNER OF A BRIDGE.
 DO9060'
 DO9060'THE SURVEY MARK HAS BEEN DEEMED UNSAFE DUE TO FALL RISK AND HAS BEEN
 DO9060'ABANDONED FOR MNDOT GEODETIC USE.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DO9059 ***********************************************************************
 DO9059  DESIGNATION -  2505 N
 DO9059  PID         -  DO9059
 DO9059  STATE/COUNTY-  MN/GOODHUE
 DO9059  COUNTRY     -  US
 DO9059  USGS QUAD   -  PINE ISLAND (2019)
 DO9059
 DO9059                         *CURRENT SURVEY CONTROL
 DO9059  ______________________________________________________________________
 DO9059* NAD 83(1986) POSITION- 44 12 13.56   (N) 092 38 07.71   (W)   HD_HELD1
 DO9059* NAVD 88 ORTHO HEIGHT -   309.822 (meters)     1016.47  (feet) ADJUSTED
 DO9059  ______________________________________________________________________
 DO9059  GEOID HEIGHT    -        -29.975 (meters)                     GEOID18
 DO9059  DYNAMIC HEIGHT  -        309.763 (meters)     1016.28  (feet) COMP
 DO9059  MODELED GRAVITY -    980,421.5   (mgal)                       NAVD 88
 DO9059
 DO9059  VERT ORDER      -  SECOND    CLASS I
 DO9059
 DO9059.The horizontal coordinates were determined by differentially corrected
 DO9059.hand held GPS observations or other comparable positioning techniques
 DO9059.and have an estimated accuracy of +/- 3 meters.
 DO9059
 DO9059.The orthometric height was determined by differential leveling and
 DO9059.adjusted by the NATIONAL GEODETIC SURVEY
 DO9059.in July 2014.
 DO9059
 DO9059.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO9059.GEOID18 height accuracy estimate available here.
 DO9059
 DO9059.Click photographs - Photos may exist for this station.
 DO9059
 DO9059.The dynamic height is computed by dividing the NAVD 88
 DO9059.geopotential number by the normal gravity value computed on the
 DO9059.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO9059.degrees latitude (g = 980.6199 gals.).
 DO9059
 DO9059.The modeled gravity was interpolated from observed gravity values.
 DO9059
 DO9059;                    North         East    Units  Estimated Accuracy
 DO9059;SPC MN S     -   234,662.4     909,056.0     MT  (+/- 3 meters HH1 GPS) 
 DO9059
 DO9059_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWJ2912594569(NAD 83)
 DO9059
 DO9059                          SUPERSEDED SURVEY CONTROL
 DO9059
 DO9059.No superseded survey control is available for this station.
 DO9059
 DO9059_MARKER: F = FLANGE-ENCASED ROD
 DO9059_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DO9059_STAMPING: 2505 N 2012
 DO9059_MARK LOGO: MNDT
 DO9059_PROJECTION: RECESSED 3 CENTIMETERS
 DO9059_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DO9059_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DO9059_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DO9059+SATELLITE: SATELLITE OBSERVATIONS - September 08, 2023
 DO9059_ROD/PIPE-DEPTH: 5.5 meters
 DO9059
 DO9059  HISTORY     - Date     Condition        Report By
 DO9059  HISTORY     - 20121114 MONUMENTED       MNDT
 DO9059  HISTORY     - 20230908 GOOD             MNDT
 DO9059
 DO9059                          STATION DESCRIPTION
 DO9059
 DO9059'DESCRIBED BY MN DEPT OF TRANSP 2012
 DO9059'THE STATION IS LOCATED ABOUT 6.5 MI (10.5 KM) SOUTH-SOUTHEAST OF
 DO9059'ZUMBROTA, 5.6 MI (9.0 KM) WEST-NORTHWEST OF ORONOCO AND IN THE TOWN OF
 DO9059'PINE ISLAND, MN.
 DO9059'
 DO9059'TO REACH THE MARK AT THE JUNCTION OF COUNTY ROAD 11 NORTHEAST (CENTER
 DO9059'DRIVE) AND TRUNK HIGHWAY 52 IN PINE ISLAND, AT TRUNK HIGHWAY 52 MILE
 DO9059'POINT 71.25.
 DO9059'
 DO9059'THE MARK IS LOCATED 114.0 FT (34.7 M) SOUTHWEST OF THE SOUTHWEST
 DO9059'CORNER OF BRIDGE, 70.6 FT (21.5 M) NORTHWEST OF COUNTY ROAD 11, 55.3
 DO9059'FT (16.9 M) NORTHEAST OF OFF RAMP TO COUNTY ROAD 11, 1.5 FT (0.5 M)
 DO9059'SOUTHEAST OF A WITNESS POST.
 DO9059'
 DO9059'NOTE - THE STATION MARK CONSISTS OF A 3/4 INCH (19 MM) DIAMETER
 DO9059'ALUMINUM ROD DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL MARK
 DO9059'REMOVABLE DISK SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY
 DO9059'A SIX-INCH PVC PIPE BACKFILLED WITH WASHED SAND.
 DO9059
 DO9059                          STATION RECOVERY (2023)
 DO9059
 DO9059'RECOVERY NOTE BY MN DEPT OF TRANSP 2023 (MJS)
 DO9059'IN PINE ISLAND, AT THE JUNCTION OF COUNTY ROAD 11 NORTHEAST (CENTER
 DO9059'DRIVE) AND TRUNK HIGHWAY 52 IN PINE ISLAND, AT TRUNK HIGHWAY 52 MILE
 DO9059'POINT 71.25, 114.0 FT (34.7 M) SOUTHWEST OF THE SOUTHWEST CORNER OF A
 DO9059'BRIDGE, 70.6 FT (21.5 M) NORTHWEST OF COUNTY ROAD 11, 55.3 FT (16.9 M)
 DO9059'NORTHEAST OF AN OFF RAMP TO COUNTY ROAD 11, 1.5 FT (0.5 M) SOUTHEAST
 DO9059'OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DO9062 ***********************************************************************
 DO9062  DESIGNATION -  2505 P
 DO9062  PID         -  DO9062
 DO9062  STATE/COUNTY-  MN/GOODHUE
 DO9062  COUNTRY     -  US
 DO9062  USGS QUAD   -  ORONOCO (2019)
 DO9062
 DO9062                         *CURRENT SURVEY CONTROL
 DO9062  ______________________________________________________________________
 DO9062* NAD 83(1986) POSITION- 44 12 00.77   (N) 092 36 46.27   (W)   HD_HELD1
 DO9062* NAVD 88 ORTHO HEIGHT -   299.384 (meters)      982.23  (feet) ADJUSTED
 DO9062  ______________________________________________________________________
 DO9062  GEOID HEIGHT    -        -29.998 (meters)                     GEOID18
 DO9062  DYNAMIC HEIGHT  -        299.328 (meters)      982.05  (feet) COMP
 DO9062  MODELED GRAVITY -    980,424.0   (mgal)                       NAVD 88
 DO9062
 DO9062  VERT ORDER      -  SECOND    CLASS I
 DO9062
 DO9062.The horizontal coordinates were determined by differentially corrected
 DO9062.hand held GPS observations or other comparable positioning techniques
 DO9062.and have an estimated accuracy of +/- 3 meters.
 DO9062
 DO9062.The orthometric height was determined by differential leveling and
 DO9062.adjusted by the NATIONAL GEODETIC SURVEY
 DO9062.in July 2014.
 DO9062
 DO9062.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO9062.GEOID18 height accuracy estimate available here.
 DO9062
 DO9062.Click photographs - Photos may exist for this station.
 DO9062
 DO9062.The dynamic height is computed by dividing the NAVD 88
 DO9062.geopotential number by the normal gravity value computed on the
 DO9062.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO9062.degrees latitude (g = 980.6199 gals.).
 DO9062
 DO9062.The modeled gravity was interpolated from observed gravity values.
 DO9062
 DO9062;                    North         East    Units  Estimated Accuracy
 DO9062;SPC MN S     -   234,298.2     910,870.5     MT  (+/- 3 meters HH1 GPS) 
 DO9062
 DO9062_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWJ3093494183(NAD 83)
 DO9062
 DO9062                          SUPERSEDED SURVEY CONTROL
 DO9062
 DO9062.No superseded survey control is available for this station.
 DO9062
 DO9062_MARKER: I = METAL ROD
 DO9062_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DO9062_STAMPING: 2505 P 2012
 DO9062_MARK LOGO: MNDT
 DO9062_PROJECTION: RECESSED 3 CENTIMETERS
 DO9062_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DO9062_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DO9062_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DO9062+SATELLITE: SATELLITE OBSERVATIONS - September 19, 2023
 DO9062_ROD/PIPE-DEPTH: 14.6 meters
 DO9062
 DO9062  HISTORY     - Date     Condition        Report By
 DO9062  HISTORY     - 20121114 MONUMENTED       MNDT
 DO9062  HISTORY     - 20200427 GOOD             MNDT
 DO9062  HISTORY     - 20230919 GOOD             MNDT
 DO9062
 DO9062                          STATION DESCRIPTION
 DO9062
 DO9062'DESCRIBED BY MN DEPT OF TRANSP 2012
 DO9062'THE STATION IS LOCATED ABOUT 6.1 MI (9.8 KM) SOUTHWEST OF MAZEPPA, 4.5
 DO9062'MI (7.2 KM) WEST-NORTHWEST OF ORONOCO AND 1.7 MI (2.7 KM) EAST OF PINE
 DO9062'ISLAND.
 DO9062'
 DO9062'TO REACH THE MARK GO 1.1 MI (1.8 KM) SOUTHEAST ALONG TRUNK HIGHWAY 52
 DO9062'FROM THE JUNCTION OF TRUNK HIGHWAY 52 AND COUNTY ROAD 11 IN PINE
 DO9062'ISLAND, AT TRUNK HIGHWAY 52 MILE POINT 70.1.
 DO9062'
 DO9062'THE MARK IS LOCATED 74.9 FT (22.8 M) NORTHEAST OF NORTHBOUND TRUNK
 DO9062'HIGHWAY 52, 0.05 MI (0.1 KM) NORTHWEST OF 210TH AVENUE, 1.5 FT (0.5 M)
 DO9062'SOUTHWEST OF A WITNESS POST.
 DO9062'
 DO9062'NOTE - THE STATION MARK CONSISTS OF A 3/4 INCH (19 MM) DIAMETER
 DO9062'ALUMINUM ROD DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL MARK
 DO9062'REMOVABLE DISK SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY
 DO9062'A SIX-INCH PVC PIPE BACKFILLED WITH WASHED SAND.
 DO9062
 DO9062                          STATION RECOVERY (2020)
 DO9062
 DO9062'RECOVERY NOTE BY MN DEPT OF TRANSP 2020 (BJG)
 DO9062'RECOVERED IN GOOD CONDITION.
 DO9062
 DO9062                          STATION RECOVERY (2023)
 DO9062
 DO9062'RECOVERY NOTE BY MN DEPT OF TRANSP 2023 (MJS)
 DO9062'1.0 MI (1.6 KM) SOUTHEAST OF PINE ISLAND, 1.1 MI (1.8 KM) SOUTHEAST
 DO9062'ALONG TRUNK HIGHWAY 52 FROM THE JUNCTION OF TRUNK HIGHWAY 52 AND
 DO9062'COUNTY ROAD 11 IN PINE ISLAND, AT TRUNK HIGHWAY 52 MILE POINT 70.1,
 DO9062'74.9 FT (22.8 M) NORTHEAST OF NORTHBOUND TRUNK HIGHWAY 52, 0.05 MI
 DO9062'(0.08 KM) NORTHWEST OF 210TH AVENUE, 3.5 FT (1.1 M) SOUTHWEST OF A
 DO9062'WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DQ7493 ***********************************************************************
 DQ7493  DESIGNATION -  2505 Q
 DQ7493  PID         -  DQ7493
 DQ7493  STATE/COUNTY-  MN/GOODHUE
 DQ7493  COUNTRY     -  US
 DQ7493  USGS QUAD   -  ZUMBROTA (2019)
 DQ7493
 DQ7493                         *CURRENT SURVEY CONTROL
 DQ7493  ______________________________________________________________________
 DQ7493* NAD 83(2011) POSITION- 44 16 26.87254(N) 092 39 30.24914(W)   ADJUSTED
 DQ7493* NAD 83(2011) ELLIP HT-   309.841 (meters)        (07/24/25)   ADJUSTED
 DQ7493* NAD 83(2011) EPOCH   -  2010.00
 DQ7493* NAVD 88 ORTHO HEIGHT -   339.791 (meters)     1114.80  (feet) ADJUSTED
 DQ7493  ______________________________________________________________________
 DQ7493  GEOID HEIGHT    -        -29.960 (meters)                     GEOID18
 DQ7493  NAD 83(2011) X  -   -212,170.319 (meters)                     COMP
 DQ7493  NAD 83(2011) Y  - -4,569,563.514 (meters)                     COMP
 DQ7493  NAD 83(2011) Z  -  4,430,168.350 (meters)                     COMP
 DQ7493  LAPLACE CORR    -         -3.75  (seconds)                    DEFLEC18
 DQ7493  DYNAMIC HEIGHT  -        339.729 (meters)     1114.59  (feet) COMP
 DQ7493  MODELED GRAVITY -    980,426.7   (mgal)                       NAVD 88
 DQ7493
 DQ7493  VERT ORDER      -  SECOND    CLASS I
 DQ7493
 DQ7493  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DQ7493  Standards:
 DQ7493         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DQ7493            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DQ7493  -------------------------------------------------------------------
 DQ7493  NETWORK    0.36   0.51           0.16   0.13   0.26     -0.09866890
 DQ7493  -------------------------------------------------------------------
 DQ7493  Click here for local accuracies and other accuracy information.
 DQ7493
 DQ7493.The horizontal coordinates were established by GPS observations
 DQ7493.and adjusted by the MN DEPT OF TRANSP in July 2025.
 DQ7493
 DQ7493.Refers to NAD 83 (2011) epoch 2010.00 coordinates where the reference 
 DQ7493.frame has been affixed to the stable North American tectonic plate 
 DQ7493
 DQ7493.The horizontal coordinates are valid at the epoch date displayed above
 DQ7493.which is a decimal equivalence of Year/Month/Day.
 DQ7493
 DQ7493.The orthometric height was determined by differential leveling and
 DQ7493.adjusted by the NATIONAL GEODETIC SURVEY
 DQ7493.in May 2019.
 DQ7493
 DQ7493.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ7493.GEOID18 height accuracy estimate available here.
 DQ7493
 DQ7493.Click photographs - Photos may exist for this station.
 DQ7493
 DQ7493.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DQ7493
 DQ7493.The Laplace correction was computed from DEFLEC18 derived deflections.
 DQ7493
 DQ7493.The ellipsoidal height was determined by GPS observations
 DQ7493.and is referenced to NAD 83.
 DQ7493
 DQ7493.The dynamic height is computed by dividing the NAVD 88
 DQ7493.geopotential number by the normal gravity value computed on the
 DQ7493.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ7493.degrees latitude (g = 980.6199 gals.).
 DQ7493
 DQ7493.The modeled gravity was interpolated from observed gravity values.
 DQ7493
 DQ7493. The following values were computed from the NAD 83(2011) position.
 DQ7493
 DQ7493;                    North         East     Units Scale Factor Converg.
 DQ7493;SPC MN S     -   242,449.232   907,095.428   MT  0.99992987   +0 56 25.3
 DQ7493;SPC MN S     -   795,435.52  2,976,028.92   sFT  0.99992987   +0 56 25.3
 DQ7493;UTM  15      - 4,902,377.460   527,260.864   MT  0.99960914   +0 14 18.5
 DQ7493
 DQ7493!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DQ7493!SPC MN S     -   0.99995142  x   0.99992987  =   0.99988129
 DQ7493!UTM  15      -   0.99995142  x   0.99960914  =   0.99956058
 DQ7493
 DQ7493_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWK2726002377(NAD 83)
 DQ7493
 DQ7493                          SUPERSEDED SURVEY CONTROL
 DQ7493
 DQ7493.No superseded survey control is available for this station.
 DQ7493
 DQ7493_MARKER: F = FLANGE-ENCASED ROD
 DQ7493_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DQ7493_STAMPING: 2505 Q 2016
 DQ7493_MARK LOGO: MNDT
 DQ7493_PROJECTION: RECESSED 5 CENTIMETERS
 DQ7493_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DQ7493_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ7493_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ7493+SATELLITE: SATELLITE OBSERVATIONS - May 28, 2025
 DQ7493_ROD/PIPE-DEPTH: 11.0 meters
 DQ7493
 DQ7493  HISTORY     - Date     Condition        Report By
 DQ7493  HISTORY     - 20161129 MONUMENTED       MNDT
 DQ7493  HISTORY     - 20230908 GOOD             MNDT
 DQ7493  HISTORY     - 20250528 GOOD             MNDT
 DQ7493
 DQ7493                          STATION DESCRIPTION
 DQ7493
 DQ7493'DESCRIBED BY MN DEPT OF TRANSP 2016
 DQ7493'THE MARK IS LOCATED ABOUT 1.0 MI (1.6 KM) SOUTHEAST OF ZUMBROTA.
 DQ7493'
 DQ7493'TO REACH THE MARK GO 0.8 MI (1.3 KM) SOUTHEAST ALONG TRUNK HIGHWAY
 DQ7493'52/TRUNK HIGHWAY 60 FROM THE JUNCTION OF TRUNK HIGHWAY 52/TRUNK
 DQ7493'HIGHWAY 60 AND TRUNK HIGHWAY 58 IN ZUMBROTA, AT TRUNK HIGHWAY 52 MILE
 DQ7493'POINT 76.45.
 DQ7493'
 DQ7493'THE MARK IS LOCATED 85.7 FT (26.1 M) SOUTHWEST OF TRUNK HIGHWAY 60 FOG
 DQ7493'LINE, 102.5 FT (31.2 M) SOUTHEAST OF A DRIVEWAY NUMBER 46523, 2.0 FT
 DQ7493'(0.6 M) NORTHEAST OF A RIGHT-OF-WAY POST, 1.5 FT (0.5 M) NORTHEAST OF
 DQ7493'A WITNESS POST.
 DQ7493'
 DQ7493'NOTE - THE STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM
 DQ7493'ROD DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION REMOVABLE
 DQ7493'DISK SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH
 DQ7493'PVC PIPE BACK FILLED WITH WASHED SAND.
 DQ7493
 DQ7493                          STATION RECOVERY (2023)
 DQ7493
 DQ7493'RECOVERY NOTE BY MN DEPT OF TRANSP 2023 (MJS)
 DQ7493'1.0 MI (1.6 KM) SOUTHEAST OF ZUMBROTA, 0.8 MI (1.3 KM) SOUTHEAST ALONG
 DQ7493'TRUNK HIGHWAY 52/TRUNK HIGHWAY 60 FROM THE JUNCTION OF TRUNK HIGHWAY
 DQ7493'52/TRUNK HIGHWAY 60 AND TRUNK HIGHWAY 58 IN ZUMBROTA, AT TRUNK HIGHWAY
 DQ7493'52 MILE POINT 76.45, 85.7 FT (26.1 M) SOUTHWEST OF A TRUNK HIGHWAY 60
 DQ7493'FOG LINE, 102.5 FT (31.2 M) SOUTHEAST OF DRIVEWAY NUMBER 46523, 2.0 FT
 DQ7493'(0.6 M) NORTHEAST OF A RIGHT-OF-WAY POST, 1.5 FT (0.5 M) NORTHEAST OF
 DQ7493'A WITNESS POST.
 DQ7493
 DQ7493                          STATION RECOVERY (2025)
 DQ7493
 DQ7493'RECOVERY NOTE BY MN DEPT OF TRANSP 2025 (MPP)
 DQ7493'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 PP0360 ***********************************************************************
 PP0360  DESIGNATION -  2506 A
 PP0360  PID         -  PP0360
 PP0360  STATE/COUNTY-  MN/GOODHUE
 PP0360  COUNTRY     -  US
 PP0360  USGS QUAD   -  ZUMBROTA (2019)
 PP0360
 PP0360                         *CURRENT SURVEY CONTROL
 PP0360  ______________________________________________________________________
 PP0360* NAD 83(2011) POSITION- 44 16 58.65918(N) 092 40 27.44227(W)   ADJUSTED
 PP0360* NAD 83(2011) ELLIP HT-   280.575 (meters)        (06/27/12)   ADJUSTED
 PP0360* NAD 83(2011) EPOCH   -  2010.00
 PP0360* NAVD 88 ORTHO HEIGHT -   310.523 (meters)     1018.77  (feet) ADJUSTED
 PP0360  ______________________________________________________________________
 PP0360  GEOID HEIGHT    -        -29.942 (meters)                     GEOID18
 PP0360  NAD 83(2011) X  -   -213,404.421 (meters)                     COMP
 PP0360  NAD 83(2011) Y  - -4,568,799.320 (meters)                     COMP
 PP0360  NAD 83(2011) Z  -  4,430,850.393 (meters)                     COMP
 PP0360  LAPLACE CORR    -         -4.20  (seconds)                    DEFLEC18
 PP0360  DYNAMIC HEIGHT  -        310.466 (meters)     1018.59  (feet) COMP
 PP0360  MODELED GRAVITY -    980,425.8   (mgal)                       NAVD 88
 PP0360
 PP0360  VERT ORDER      -  SECOND    CLASS I
 PP0360
 PP0360  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 PP0360  Standards:
 PP0360         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 PP0360            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 PP0360  -------------------------------------------------------------------
 PP0360  NETWORK    0.31   0.49           0.14   0.11   0.25     -0.07769167
 PP0360  -------------------------------------------------------------------
 PP0360  Click here for local accuracies and other accuracy information.
 PP0360
 PP0360.The horizontal coordinates were established by GPS observations
 PP0360.and adjusted by the National Geodetic Survey in June 2012.
 PP0360
 PP0360.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 PP0360.been affixed to the stable North American tectonic plate. See 
 PP0360.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 PP0360
 PP0360.The horizontal coordinates are valid at the epoch date displayed above
 PP0360.which is a decimal equivalence of Year/Month/Day.
 PP0360
 PP0360.The orthometric height was determined by differential leveling and
 PP0360.adjusted by the NATIONAL GEODETIC SURVEY
 PP0360.in May 2019.
 PP0360
 PP0360.Significant digits in the geoid height do not necessarily reflect accuracy.
 PP0360.GEOID18 height accuracy estimate available here.
 PP0360
 PP0360.Click photographs - Photos may exist for this station.
 PP0360
 PP0360.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 PP0360
 PP0360.The Laplace correction was computed from DEFLEC18 derived deflections.
 PP0360
 PP0360.The ellipsoidal height was determined by GPS observations
 PP0360.and is referenced to NAD 83.
 PP0360
 PP0360.The dynamic height is computed by dividing the NAVD 88
 PP0360.geopotential number by the normal gravity value computed on the
 PP0360.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP0360.degrees latitude (g = 980.6199 gals.).
 PP0360
 PP0360.The modeled gravity was interpolated from observed gravity values.
 PP0360
 PP0360. The following values were computed from the NAD 83(2011) position.
 PP0360
 PP0360;                    North         East     Units Scale Factor Converg.
 PP0360;SPC MN S     -   243,409.469   905,811.423   MT  0.99992928   +0 55 45.2
 PP0360;SPC MN S     -   798,585.90  2,971,816.31   sFT  0.99992928   +0 55 45.2
 PP0360;UTM  15      - 4,903,353.041   525,989.125   MT  0.99960831   +0 13 38.7
 PP0360
 PP0360!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PP0360!SPC MN S     -   0.99995601  x   0.99992928  =   0.99988529
 PP0360!UTM  15      -   0.99995601  x   0.99960831  =   0.99956434
 PP0360
 PP0360_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWK2598903353(NAD 83)
 PP0360
 PP0360                          SUPERSEDED SURVEY CONTROL
 PP0360
 PP0360  NAD 83(2007)-  44 16 58.65930(N)    092 40 27.44321(W) AD(2002.00) 1
 PP0360  ELLIP H (07/30/09)  280.594  (m)                       GP(2002.00) 3 2
 PP0360  NAD 83(1996)-  44 16 58.65897(N)    092 40 27.44260(W) AD(       ) 1
 PP0360  ELLIP H (03/06/08)  280.636  (m)                       GP(       ) 3 2
 PP0360  NAVD 88             310.53   (m)         1018.8    (f) LEVELING    3  
 PP0360  NAVD 88 (06/15/91)  310.532  (m)         1018.80   (f) SUPERSEDED  2 0
 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
 PP0360.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PP0360.See file dsdata.pdf to determine how the superseded data were derived.
 PP0360
 PP0360_MARKER: DB = BENCH MARK DISK
 PP0360_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 PP0360_STAMPING: 1018 2506 A 1961
 PP0360_MARK LOGO: MNHD
 PP0360_PROJECTION: RECESSED 10 CENTIMETERS
 PP0360_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 PP0360_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PP0360_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PP0360+SATELLITE: SATELLITE OBSERVATIONS - May 28, 2025
 PP0360
 PP0360  HISTORY     - Date     Condition        Report By
 PP0360  HISTORY     - 1961     MONUMENTED       MNHD
 PP0360  HISTORY     - 1972     GOOD             MNDT
 PP0360  HISTORY     - 20041007 GOOD             MNDT
 PP0360  HISTORY     - 20060823 GOOD             MNDT
 PP0360  HISTORY     - 20090623 GOOD             MNDT
 PP0360  HISTORY     - 20161110 GOOD             MNDT
 PP0360  HISTORY     - 20191030 GOOD             MNDT
 PP0360  HISTORY     - 20230908 GOOD             MNDT
 PP0360  HISTORY     - 20250528 GOOD             MNDT
 PP0360
 PP0360                          STATION DESCRIPTION
 PP0360
 PP0360'DESCRIBED BY MN DEPT OF TRANSP 1972
 PP0360'1.2 MI S FROM ZUMBROTA.
 PP0360'MARK IS LOCATED 0.9 MILES SOUTH ALONG T.H. 58 FROM THE JUNCTION OF
 PP0360'T.H. 58 AND COUNTY ROAD 10 IN ZUMBROTA, THENCE 0.25 MILES NORTHWEST
 PP0360'ALONG T.H. 52, ABOUT 200 FEET SOUTHWEST OF THE CENTERLINE OF T.H. 52
 PP0360'SOUTHBOUND AT MILE POINT 77.5 (STA. 1149+00), 109 FEET SOUTHWEST OF
 PP0360'THE CENTERLINE OF COUNTY ROAD 10, 50 FEET NORTHWEST OF THE WEST
 PP0360'CONCRETE RETAINING WALL OF AN ENERGY DISSIPATOR, 12 FEET EAST OF A R/W
 PP0360'POST, ABOUT 130 FEET NORTH OF A DOUBLE POWER POLE, 27 FEET SOUTH OF A
 PP0360'FIELD ENTRANCE, 0.5 FEET NORTHEAST OF A STEEL WITNESS POST, IN THE TOP
 PP0360'OF A 6 FOOT PRECAST CONCRETE MONUMENT SET 2 FEET LOWER THAN THE
 PP0360'ROADWAY AND FLUSH WITH THE GROUND.  SE 1/4 SECTION 36, T 110N, R 16W.
 PP0360
 PP0360                          STATION RECOVERY (2004)
 PP0360
 PP0360'RECOVERY NOTE BY MN DEPT OF TRANSP 2004 (MPP)
 PP0360'1.2 MILES SOUTH OF ZUMBROTA, 0.9 MILES SOUTH ALONG TRUNK HIGHWAY 58
 PP0360'FROM THE JUNCTION OF TRUNK HIGHWAY 58 AND COUNTY ROAD 10 IN ZUMBROTA,
 PP0360'0.25 MILES NORTHWEST OF JUNCTION OF TRUNK HIGHWAY 58 AND TRUNK HIGHWAY
 PP0360'52, AT TRUNK HIGHWAY 52 MILEPOINT 77.5, 200 FEET SOUTHWEST OF
 PP0360'SOUTHBOUND TRUNK HIGHWAY 52, 109 FEET SOUTHWEST OF COUNTY ROAD 10, 50
 PP0360'FEET NORTHWEST OF WEST WALL OF DISSIPATOR, 12 FEET EAST OF RIGHT OF
 PP0360'WAY POST, 130 FEET NORTH OF DOUBLE POWER POLE, 27 FEET SOUTH OF FIELD
 PP0360'ENTRANCE, 0.5 FEET NORTHEAST OF WITNESS POST
 PP0360
 PP0360                          STATION RECOVERY (2006)
 PP0360
 PP0360'RECOVERY NOTE BY MN DEPT OF TRANSP 2006 (MPP)
 PP0360'THE MARK WAS RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.
 PP0360'THE MARK IS 1.2 MILES (1.9 KM) SOUTH OF ZUMBROTA, 0.9 MILE (1.4 KM)
 PP0360'SOUTH ALONG TRUNK HIGHWAY 58 FROM THE JUNCTION OF TRUNK HIGHWAY 58 AND
 PP0360'COUNTY ROAD 10 IN ZUMBROTA, 0.25 MILE (0.40 KM) NORTHWEST OF JUNCTION
 PP0360'OF TRUNK HIGHWAY 58 AND TRUNK HIGHWAY 52, AT TRUNK HIGHWAY 52
 PP0360'MILEPOINT 77.5, 200 FEET (61.0 M) SOUTHWEST OF SOUTHBOUND TRUNK
 PP0360'HIGHWAY 52, 109 FEET (33.2 M) SOUTHWEST OF COUNTY ROAD 10, 130 FEET
 PP0360'(39.6 M) NORTH OF DOUBLE POWER POLE, 27.0 FEET (8.2 M) NORTH OF FIRE
 PP0360'HYDRANT, 20.5 FEET (6.2 M) SOUTHEAST OF ENTRANCE TO GROOVER CAR DEALER
 PP0360'SHIP, 0.5 FOOT (15.2 CM) NORTHEAST OF WITNESS POST.
 PP0360
 PP0360                          STATION RECOVERY (2009)
 PP0360
 PP0360'RECOVERY NOTE BY MN DEPT OF TRANSP 2009 (WEF)
 PP0360'RECOVERED AS DESCRIBED.
 PP0360
 PP0360                          STATION RECOVERY (2016)
 PP0360
 PP0360'RECOVERY NOTE BY MN DEPT OF TRANSP 2016 (MPP)
 PP0360'RECOVERED AS DESCRIBED.
 PP0360
 PP0360                          STATION RECOVERY (2019)
 PP0360
 PP0360'RECOVERY NOTE BY MN DEPT OF TRANSP 2019 (MPP)
 PP0360'IN ZUMBROTA, 0.1 MI (0.2 KM) SOUTHWEST ALONG 180TH AVENUE FROM THE
 PP0360'JUNCTION OF TRUNK HIGHWAY 58 AND TRUNK HIGHWAY 52 AND 180TH AVENUE IN
 PP0360'ZUMBROTA, THEN 0.25 MI (0.40 KM) NORTHWEST ON COUNTY ROAD 10, 109.0 FT
 PP0360'(33.2 M) SOUTHWEST OF COUNTY ROAD 10, 27.0 FT (8.2 M) NORTH OF A FIRE
 PP0360'HYDRANT, 20.5 FT (6.2 M) SOUTHEAST OF THE ENTRANCE TO THE GROVER CAR
 PP0360'DEALERSHIP, 0.5 FT (15 CM) NORTHEAST OF A WITNESS POST.
 PP0360
 PP0360                          STATION RECOVERY (2023)
 PP0360
 PP0360'RECOVERY NOTE BY MN DEPT OF TRANSP 2023 (MJS)
 PP0360'IN ZUMBROTA, 0.1 MI (0.2 KM) SOUTHWEST ALONG 180TH AVENUE FROM THE
 PP0360'JUNCTION OF TRUNK HIGHWAY 58 AND TRUNK HIGHWAY 52 AND 180TH AVENUE IN
 PP0360'ZUMBROTA, THEN 0.25 MI (0.40 KM) NORTHWEST ON COUNTY ROAD 10, 109.0 FT
 PP0360'(33.2 M) SOUTHWEST OF COUNTY ROAD 10, 27.0 FT (8.2 M) NORTH OF A FIRE
 PP0360'HYDRANT, 20.5 FT (6.2 M) SOUTHEAST OF THE ENTRANCE TO THE GROVER CAR
 PP0360'DEALERSHIP, 0.5 FT (15 CM) NORTHEAST OF A WITNESS POST.
 PP0360
 PP0360                          STATION RECOVERY (2025)
 PP0360
 PP0360'RECOVERY NOTE BY MN DEPT OF TRANSP 2025 (MPP)
 PP0360'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DQ7539 ***********************************************************************
 DQ7539  DESIGNATION -  2506 A 2
 DQ7539  PID         -  DQ7539
 DQ7539  STATE/COUNTY-  MN/GOODHUE
 DQ7539  COUNTRY     -  US
 DQ7539  USGS QUAD   -  ZUMBROTA (2019)
 DQ7539
 DQ7539                         *CURRENT SURVEY CONTROL
 DQ7539  ______________________________________________________________________
 DQ7539* NAD 83(1986) POSITION- 44 17 48.75   (N) 092 40 09.23   (W)   HD_HELD1
 DQ7539* NAVD 88 ORTHO HEIGHT -   296.061 (meters)      971.33  (feet) ADJUSTED
 DQ7539  ______________________________________________________________________
 DQ7539  GEOID HEIGHT    -        -29.959 (meters)                     GEOID18
 DQ7539  DYNAMIC HEIGHT  -        296.006 (meters)      971.15  (feet) COMP
 DQ7539  MODELED GRAVITY -    980,426.8   (mgal)                       NAVD 88
 DQ7539
 DQ7539  VERT ORDER      -  SECOND    CLASS I
 DQ7539
 DQ7539.The horizontal coordinates were determined by differentially corrected
 DQ7539.hand held GPS observations or other comparable positioning techniques
 DQ7539.and have an estimated accuracy of +/- 3 meters.
 DQ7539
 DQ7539.The orthometric height was determined by differential leveling and
 DQ7539.adjusted by the NATIONAL GEODETIC SURVEY
 DQ7539.in May 2019.
 DQ7539
 DQ7539.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ7539.GEOID18 height accuracy estimate available here.
 DQ7539
 DQ7539.Click photographs - Photos may exist for this station.
 DQ7539
 DQ7539.The dynamic height is computed by dividing the NAVD 88
 DQ7539.geopotential number by the normal gravity value computed on the
 DQ7539.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ7539.degrees latitude (g = 980.6199 gals.).
 DQ7539
 DQ7539.The modeled gravity was interpolated from observed gravity values.
 DQ7539
 DQ7539;                    North         East    Units  Estimated Accuracy
 DQ7539;SPC MN S     -   244,961.8     906,190.0     MT  (+/- 3 meters HH1 GPS) 
 DQ7539
 DQ7539_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWK2638604900(NAD 83)
 DQ7539
 DQ7539                          SUPERSEDED SURVEY CONTROL
 DQ7539
 DQ7539.No superseded survey control is available for this station.
 DQ7539
 DQ7539_MARKER: DV = VERTICAL CONTROL DISK
 DQ7539_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 DQ7539_SP_SET: CULVERT
 DQ7539_STAMPING: 2506 A 2 2009
 DQ7539_MARK LOGO: MNDT
 DQ7539_MAGNETIC: N = NO MAGNETIC MATERIAL
 DQ7539_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DQ7539+STABILITY: SURFACE MOTION
 DQ7539_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DQ7539+SATELLITE: SATELLITE OBSERVATIONS - September 20, 2023
 DQ7539
 DQ7539  HISTORY     - Date     Condition        Report By
 DQ7539  HISTORY     - 20090401 MONUMENTED       MNDT
 DQ7539  HISTORY     - 20170608 GOOD             MNDT
 DQ7539  HISTORY     - 20230920 GOOD             MNDT
 DQ7539
 DQ7539                          STATION DESCRIPTION
 DQ7539
 DQ7539'DESCRIBED BY MN DEPT OF TRANSP 2017 (BAB)
 DQ7539'THE MARK IS LOCATED ABOUT IN ZUMBROTA.
 DQ7539'
 DQ7539'TO REACH THE MARK IN SOUTHEAST CORNER OF TRUNK HIGHWAY 58 TRIPLE
 DQ7539'HEADWALL BOX CULVERT OVER DITCH, 0.2 MI (0.3 KM) NORTH ALONG TRUNK
 DQ7539'HIGHWAY 58 FROM THE JUNCTION OF TRUNK HIGHWAY 58 AND COUNTY ROAD 58
 DQ7539'AND COUNTY ROAD 10 IN ZUMBROTA.
 DQ7539'
 DQ7539'THE MARK IS LOCATED AT TRUNK HIGHWAY 58 MILE POINT 1.05.
 DQ7539
 DQ7539                          STATION RECOVERY (2023)
 DQ7539
 DQ7539'RECOVERY NOTE BY MN DEPT OF TRANSP 2023 (MJS)
 DQ7539'IN ZUMBROTA, IN THE SOUTHEAST CORNER OF A TRUNK HIGHWAY 58 TRIPLE
 DQ7539'HEADWALL BOX CULVERT OVER A DITCH, 0.2 MI (0.3 KM) NORTH ALONG TRUNK
 DQ7539'HIGHWAY 58 FROM THE JUNCTION OF TRUNK HIGHWAY 58 AND COUNTY ROAD 58
 DQ7539'AND COUNTY ROAD 10 IN ZUMBROTA, AT TRUNK HIGHWAY 58 MILE POINT 1.05.
 DQ7539'THE SURVEY MARK HAS BEEN DEEMED UNSAFE DUE TO FALL RISK AND HAS BEEN
 DQ7539'ABANDONED FOR MN DOT GEODETIC USE.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 PP0270 ***********************************************************************
 PP0270  DESIGNATION -  2506 AB
 PP0270  PID         -  PP0270
 PP0270  STATE/COUNTY-  MN/GOODHUE
 PP0270  COUNTRY     -  US
 PP0270  USGS QUAD   -  WHITE ROCK (2019)
 PP0270
 PP0270                         *CURRENT SURVEY CONTROL
 PP0270  ______________________________________________________________________
 PP0270* NAD 83(1986) POSITION- 44 22 40.20   (N) 092 48 48.78   (W)   HD_HELD1
 PP0270* NAVD 88 ORTHO HEIGHT -   349.517 (meters)     1146.71  (feet) ADJUSTED
 PP0270  ______________________________________________________________________
 PP0270  GEOID HEIGHT    -        -29.613 (meters)                     GEOID18
 PP0270  DYNAMIC HEIGHT  -        349.457 (meters)     1146.51  (feet) COMP
 PP0270  MODELED GRAVITY -    980,435.8   (mgal)                       NAVD 88
 PP0270
 PP0270  VERT ORDER      -  SECOND    CLASS I
 PP0270
 PP0270.The horizontal coordinates were determined by differentially corrected
 PP0270.hand held GPS observations or other comparable positioning techniques
 PP0270.and have an estimated accuracy of +/- 3 meters.
 PP0270
 PP0270.The orthometric height was determined by differential leveling and
 PP0270.adjusted by the NATIONAL GEODETIC SURVEY
 PP0270.in May 2019.
 PP0270
 PP0270.Significant digits in the geoid height do not necessarily reflect accuracy.
 PP0270.GEOID18 height accuracy estimate available here.
 PP0270
 PP0270.Click photographs - Photos may exist for this station.
 PP0270
 PP0270.The dynamic height is computed by dividing the NAVD 88
 PP0270.geopotential number by the normal gravity value computed on the
 PP0270.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP0270.degrees latitude (g = 980.6199 gals.).
 PP0270
 PP0270.The modeled gravity was interpolated from observed gravity values.
 PP0270
 PP0270;                    North         East    Units  Estimated Accuracy
 PP0270;SPC MN S     -   253,778.9     894,544.2     MT  (+/- 3 meters HH1 GPS) 
 PP0270
 PP0270_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWK1485313856(NAD 83)
 PP0270
 PP0270                          SUPERSEDED SURVEY CONTROL
 PP0270
 PP0270  NAVD 88 (06/15/91)  349.519  (m)         1146.71   (f) SUPERSEDED  2 0
 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
 PP0270.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PP0270.See file dsdata.pdf to determine how the superseded data were derived.
 PP0270
 PP0270_MARKER: DB = BENCH MARK DISK
 PP0270_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 PP0270_SP_SET: BOX CULVERT
 PP0270_STAMPING: 2506 AB 1972
 PP0270_MARK LOGO: MNHD
 PP0270_MAGNETIC: N = NO MAGNETIC MATERIAL
 PP0270_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PP0270+STABILITY: SURFACE MOTION
 PP0270_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 PP0270+SATELLITE: SATELLITE OBSERVATIONS - April 26, 2017
 PP0270
 PP0270  HISTORY     - Date     Condition        Report By
 PP0270  HISTORY     - 1972     MONUMENTED       MNDT
 PP0270  HISTORY     - 20090805 GOOD             MNDT
 PP0270  HISTORY     - 20170426 GOOD             MNDT
 PP0270
 PP0270                          STATION DESCRIPTION
 PP0270
 PP0270'DESCRIBED BY MN DEPT OF TRANSP 1972
 PP0270'1.1 MI NW FROM HADER.
 PP0270'MARK IS LOCATED 1.1 MILES NORTHWEST ALONG T.H. 52 FROM THE JUNCTION OF
 PP0270'T.H. 52 AND T.H. 57 AT HADER, 57 FEET NORTHEAST OF, AND 18 FEET LOWER
 PP0270'THAN, THE CENTERLINE OF NORTH BOUND T.H. 52 AT MILE POINT 87.3, IN THE
 PP0270'SOUTHEAST (MOST EASTERLY) CORNER OF A 6 BY 8 FOOT CONCRETE BOX CULVERT
 PP0270'UNDER T.H. 52.  NE 1/4 SECTION 35, T 111, R 17.
 PP0270
 PP0270                          STATION RECOVERY (2009)
 PP0270
 PP0270'RECOVERY NOTE BY MN DEPT OF TRANSP 2009 (WEF)
 PP0270'RECOVERED AS DESCRIBED.
 PP0270
 PP0270                          STATION RECOVERY (2017)
 PP0270
 PP0270'RECOVERY NOTE BY MN DEPT OF TRANSP 2017 (KMS)
 PP0270'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 PP0271 ***********************************************************************
 PP0271  DESIGNATION -  2506 AC
 PP0271  PID         -  PP0271
 PP0271  STATE/COUNTY-  MN/GOODHUE
 PP0271  COUNTRY     -  US
 PP0271  USGS QUAD   -  WHITE ROCK (2019)
 PP0271
 PP0271                         *CURRENT SURVEY CONTROL
 PP0271  ______________________________________________________________________
 PP0271* NAD 83(1986) POSITION- 44 22 47.54   (N) 092 48 58.51   (W)   HD_HELD1
 PP0271* NAVD 88 ORTHO HEIGHT -   363.122 (meters)     1191.34  (feet) ADJUSTED
 PP0271  ______________________________________________________________________
 PP0271  GEOID HEIGHT    -        -29.605 (meters)                     GEOID18
 PP0271  DYNAMIC HEIGHT  -        363.060 (meters)     1191.14  (feet) COMP
 PP0271  MODELED GRAVITY -    980,436.6   (mgal)                       NAVD 88
 PP0271
 PP0271  VERT ORDER      -  SECOND    CLASS I
 PP0271
 PP0271.The horizontal coordinates were determined by differentially corrected
 PP0271.hand held GPS observations or other comparable positioning techniques
 PP0271.and have an estimated accuracy of +/- 3 meters.
 PP0271
 PP0271.The orthometric height was determined by differential leveling and
 PP0271.adjusted by the NATIONAL GEODETIC SURVEY
 PP0271.in May 2019.
 PP0271
 PP0271.Significant digits in the geoid height do not necessarily reflect accuracy.
 PP0271.GEOID18 height accuracy estimate available here.
 PP0271
 PP0271.Click photographs - Photos may exist for this station.
 PP0271
 PP0271.The dynamic height is computed by dividing the NAVD 88
 PP0271.geopotential number by the normal gravity value computed on the
 PP0271.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP0271.degrees latitude (g = 980.6199 gals.).
 PP0271
 PP0271.The modeled gravity was interpolated from observed gravity values.
 PP0271
 PP0271;                    North         East    Units  Estimated Accuracy
 PP0271;SPC MN S     -   254,002.3     894,325.6     MT  (+/- 3 meters HH1 GPS) 
 PP0271
 PP0271_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWK1463714082(NAD 83)
 PP0271
 PP0271                          SUPERSEDED SURVEY CONTROL
 PP0271
 PP0271  NAVD 88 (06/15/91)  363.122  (m)         1191.34   (f) SUPERSEDED  2 0
 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
 PP0271.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PP0271.See file dsdata.pdf to determine how the superseded data were derived.
 PP0271
 PP0271_MARKER: DB = BENCH MARK DISK
 PP0271_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 PP0271_STAMPING: 2506 AC 1972
 PP0271_MARK LOGO: MNHD
 PP0271_PROJECTION: PROJECTING 8 CENTIMETERS
 PP0271_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 PP0271_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PP0271_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 PP0271+SATELLITE: SATELLITE OBSERVATIONS - April 27, 2017
 PP0271
 PP0271  HISTORY     - Date     Condition        Report By
 PP0271  HISTORY     - 19720401 MONUMENTED       MNHD
 PP0271  HISTORY     - 20040918 GOOD             USPSQD
 PP0271  HISTORY     - 20090805 GOOD             MNDT
 PP0271  HISTORY     - 20170427 GOOD             MNDT
 PP0271
 PP0271                          STATION DESCRIPTION
 PP0271
 PP0271'DESCRIBED BY MN HIGHWAY DEPT 1972
 PP0271'1.3 MI NW FROM HADER.
 PP0271'MARK IS LOCATED 1.3 MILES NORTHWEST ALONG T.H. 52 FROM THE JUNCTION OF
 PP0271'T.H. 52 AND T.H. 57 AT HADER, 90 FEET NORTHEAST OF, AND 10 FEET HIGHER
 PP0271'THAN THE CENTERLINE OF NORTH BOUND T.H. 52 AT MILE POINT 87.5, 35 FEET
 PP0271'NORTHEAST OF A DRIVEWAY, 27 FEET SOUTH OF A POWER POLE, 9 FEET NORTH
 PP0271'OF A LIGHT POLE, 0.9 FEET WEST OF A STEEL WITNESS POST, IN A 6 FOOT
 PP0271'PRECAST CONCRETE MONUMENT PROJECTING 3 INCHES.  NE 1/4 SECTION 35, T
 PP0271'111, R 17.
 PP0271
 PP0271                          STATION RECOVERY (2004)
 PP0271
 PP0271'RECOVERY NOTE BY US POWER SQUADRON 2004 (NDM)
 PP0271'RECOVERED IN GOOD CONDITION.
 PP0271
 PP0271                          STATION RECOVERY (2009)
 PP0271
 PP0271'RECOVERY NOTE BY MN DEPT OF TRANSP 2009 (WEF)
 PP0271'RECOVERED AS DESCRIBED.
 PP0271
 PP0271                          STATION RECOVERY (2017)
 PP0271
 PP0271'RECOVERY NOTE BY MN DEPT OF TRANSP 2017 (KMS)
 PP0271'THE MARK IS LOCATED ABOUT 1.3 MI (2.1 KM) NORTHWEST OF HADER.
 PP0271'
 PP0271'TO REACH THE MARK GO 1.3 MI (2.1 KM) NORTHWEST ALONG TRUNK HIGHWAY 52
 PP0271'FROM THE JUNCTION OF TRUNK HIGHWAY 52 AND TRUNK HIGHWAY 57 IN HADER.
 PP0271'
 PP0271'THE MARK IS LOCATED 90 FT (27.4 M) NORTHEAST OF NORTHBOUND TRUNK
 PP0271'HIGHWAY 52, AT TRUNK HIGHWAY 52 MILE POINT 87.5, 35 FT (10.7 M)
 PP0271'NORTHEAST OF A DRIVEWAY, 1.0 FT (0.3 M) SOUTHWEST OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 PP0274 ***********************************************************************
 PP0274  DESIGNATION -  2506 AD
 PP0274  PID         -  PP0274
 PP0274  STATE/COUNTY-  MN/GOODHUE
 PP0274  COUNTRY     -  US
 PP0274  USGS QUAD   -  WHITE ROCK (2019)
 PP0274
 PP0274                         *CURRENT SURVEY CONTROL
 PP0274  ______________________________________________________________________
 PP0274* NAD 83(1986) POSITION- 44 23 41.00   (N) 092 50 12.00   (W)   HD_HELD1
 PP0274* NAVD 88 ORTHO HEIGHT -   364.104 (meters)     1194.56  (feet) ADJUSTED
 PP0274  ______________________________________________________________________
 PP0274  GEOID HEIGHT    -        -29.543 (meters)                     GEOID18
 PP0274  DYNAMIC HEIGHT  -        364.044 (meters)     1194.37  (feet) COMP
 PP0274  MODELED GRAVITY -    980,442.1   (mgal)                       NAVD 88
 PP0274
 PP0274  VERT ORDER      -  SECOND    CLASS I
 PP0274
 PP0274.The horizontal coordinates were determined by differentially corrected
 PP0274.hand held GPS observations or other comparable positioning techniques
 PP0274.and have an estimated accuracy of +/- 3 meters.
 PP0274
 PP0274.The orthometric height was determined by differential leveling and
 PP0274.adjusted by the NATIONAL GEODETIC SURVEY
 PP0274.in May 2019.
 PP0274
 PP0274.Significant digits in the geoid height do not necessarily reflect accuracy.
 PP0274.GEOID18 height accuracy estimate available here.
 PP0274
 PP0274.Click photographs - Photos may exist for this station.
 PP0274
 PP0274.The dynamic height is computed by dividing the NAVD 88
 PP0274.geopotential number by the normal gravity value computed on the
 PP0274.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP0274.degrees latitude (g = 980.6199 gals.).
 PP0274
 PP0274.The modeled gravity was interpolated from observed gravity values.
 PP0274
 PP0274;                    North         East    Units  Estimated Accuracy
 PP0274;SPC MN S     -   255,628.8     892,675.5     MT  (+/- 3 meters HH1 GPS) 
 PP0274
 PP0274_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWK1300715728(NAD 83)
 PP0274
 PP0274                          SUPERSEDED SURVEY CONTROL
 PP0274
 PP0274  NAVD 88 (06/15/91)  364.106  (m)         1194.57   (f) SUPERSEDED  2 0
 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
 PP0274.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PP0274.See file dsdata.pdf to determine how the superseded data were derived.
 PP0274
 PP0274_MARKER: DB = BENCH MARK DISK
 PP0274_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 PP0274_STAMPING: 2506 AD 1972
 PP0274_MARK LOGO: MNHD
 PP0274_PROJECTION: RECESSED 15 CENTIMETERS
 PP0274_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 PP0274_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PP0274_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 PP0274+SATELLITE: SATELLITE OBSERVATIONS - August 29, 2023
 PP0274
 PP0274  HISTORY     - Date     Condition        Report By
 PP0274  HISTORY     - 19720401 MONUMENTED       MNHD
 PP0274  HISTORY     - 20040918 GOOD             USPSQD
 PP0274  HISTORY     - 20090805 MARK NOT FOUND   MNDT
 PP0274  HISTORY     - 20170427 GOOD             MNDT
 PP0274  HISTORY     - 20230829 GOOD             MNDT
 PP0274
 PP0274                          STATION DESCRIPTION
 PP0274
 PP0274'DESCRIBED BY MN HIGHWAY DEPT 1972
 PP0274'2.7 MI NW FROM HADER.
 PP0274'MARK IS LOCATED 2.7 MILES NORTHWEST ALONG T.H. 52 FROM THE JUNCTION OF
 PP0274'T.H. 52 AND T.H. 57 AT HADER, 0.45 MILES SOUTHEAST OF COUNTY ROAD 9,
 PP0274'97 FEET NORTHEAST OF, AND 4 FEET LOWER THAN, THE CENTERLINE OF NORTH
 PP0274'BOUND T.H. 52 AT MILE POINT 88.9, 66 FEET NORTH OF A POWER POLE, 59
 PP0274'FEET EAST OF THE EAST END OF AN 18 INCH CONCRETE CULVERT UNDER T.H.
 PP0274'52, 2.8 FEET WEST OF A STEEL WITNESS POST, IN A 6 FOOT PRECAST
 PP0274'CONCRETE MONUMENT BURIED 2 INCHES BELOW GROUND.  NE 1/4 SECTION 27, T
 PP0274'111N, R 17W.
 PP0274
 PP0274                          STATION RECOVERY (2004)
 PP0274
 PP0274'RECOVERY NOTE BY US POWER SQUADRON 2004 (NDM)
 PP0274'RECOVERED IN GOOD CONDITION.
 PP0274
 PP0274                          STATION RECOVERY (2009)
 PP0274
 PP0274'RECOVERY NOTE BY MN DEPT OF TRANSP 2009 (WEF)
 PP0274'THE MARK WAS NOT RECOVERED.
 PP0274
 PP0274                          STATION RECOVERY (2017)
 PP0274
 PP0274'RECOVERY NOTE BY MN DEPT OF TRANSP 2017 (KMS)
 PP0274'THE MARK IS LOCATED ABOUT 2.7 MI (4.3 KM) NORTHWEST OF HADER.
 PP0274'
 PP0274'TO REACH THE MARK GO 2.7 MI (4.3 KM) NORTHWEST ALONG TRUNK HIGHWAY 52
 PP0274'FROM THE JUNCTION OF TRUNK HIGHWAY 52 AND TRUNK HIGHWAY 57 IN HADER,
 PP0274'AT TRUNK HIGHWAY 52 MILE POINT 88.9.
 PP0274'
 PP0274'THE MARK IS LOCATED 97 FT (29.6 M) NORTHEAST OF NORTHBOUND TRUNK
 PP0274'HIGHWAY 52, 59 FT (18.0 M) EAST OF A CULVERT, 1.0 FT (0.3 M) SOUTHWEST
 PP0274'OF A WITNESS POST.
 PP0274
 PP0274                          STATION RECOVERY (2023)
 PP0274
 PP0274'RECOVERY NOTE BY MN DEPT OF TRANSP 2023 (MJS)
 PP0274'2.7 MI (4.3 KM) NORTHWEST OF HADER, 2.7 MI (4.3 KM) NORTHWEST ALONG
 PP0274'TRUNK HIGHWAY 52 FROM THE JUNCTION OF TRUNK HIGHWAY 52 AND TRUNK
 PP0274'HIGHWAY 57 IN HADER, AT TRUNK HIGHWAY 52 MILE POINT 88.9, 97.0 FT
 PP0274'(29.6 M) NORTHEAST OF NORTHBOUND TRUNK HIGHWAY 52, 59.0 FT (18.0 M)
 PP0274'EAST OF A CULVERT, 1.0 FT (0.3 M) SOUTHWEST OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 PP0275 ***********************************************************************
 PP0275  DESIGNATION -  2506 AE
 PP0275  PID         -  PP0275
 PP0275  STATE/COUNTY-  MN/GOODHUE
 PP0275  COUNTRY     -  US
 PP0275  USGS QUAD   -  WHITE ROCK (2019)
 PP0275
 PP0275                         *CURRENT SURVEY CONTROL
 PP0275  ______________________________________________________________________
 PP0275* NAD 83(1986) POSITION- 44 24 09.10   (N) 092 50 52.35   (W)   HD_HELD1
 PP0275* NAVD 88 ORTHO HEIGHT -   357.278 (meters)     1172.17  (feet) ADJUSTED
 PP0275  ______________________________________________________________________
 PP0275  GEOID HEIGHT    -        -29.509 (meters)                     GEOID18
 PP0275  DYNAMIC HEIGHT  -        357.220 (meters)     1171.98  (feet) COMP
 PP0275  MODELED GRAVITY -    980,445.0   (mgal)                       NAVD 88
 PP0275
 PP0275  VERT ORDER      -  SECOND    CLASS I
 PP0275
 PP0275.The horizontal coordinates were determined by differentially corrected
 PP0275.hand held GPS observations or other comparable positioning techniques
 PP0275.and have an estimated accuracy of +/- 3 meters.
 PP0275
 PP0275.The orthometric height was determined by differential leveling and
 PP0275.adjusted by the NATIONAL GEODETIC SURVEY
 PP0275.in May 2019.
 PP0275
 PP0275.Significant digits in the geoid height do not necessarily reflect accuracy.
 PP0275.GEOID18 height accuracy estimate available here.
 PP0275
 PP0275.Click photographs - Photos may exist for this station.
 PP0275
 PP0275.The dynamic height is computed by dividing the NAVD 88
 PP0275.geopotential number by the normal gravity value computed on the
 PP0275.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP0275.degrees latitude (g = 980.6199 gals.).
 PP0275
 PP0275.The modeled gravity was interpolated from observed gravity values.
 PP0275
 PP0275;                    North         East    Units  Estimated Accuracy
 PP0275;SPC MN S     -   256,483.3     891,770.5     MT  (+/- 3 meters HH1 GPS) 
 PP0275
 PP0275_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWK1211316593(NAD 83)
 PP0275
 PP0275                          SUPERSEDED SURVEY CONTROL
 PP0275
 PP0275  NAVD 88 (06/15/91)  357.281  (m)         1172.18   (f) SUPERSEDED  2 0
 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
 PP0275.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PP0275.See file dsdata.pdf to determine how the superseded data were derived.
 PP0275
 PP0275_MARKER: DB = BENCH MARK DISK
 PP0275_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 PP0275_SP_SET: BOX CULVERT
 PP0275_STAMPING: 2506 AE 1972
 PP0275_MARK LOGO: MNHD
 PP0275_MAGNETIC: N = NO MAGNETIC MATERIAL
 PP0275_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PP0275+STABILITY: SURFACE MOTION
 PP0275_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 PP0275+SATELLITE: SATELLITE OBSERVATIONS - August 29, 2023
 PP0275
 PP0275  HISTORY     - Date     Condition        Report By
 PP0275  HISTORY     - 1972     MONUMENTED       MNDT
 PP0275  HISTORY     - 20040918 GOOD             USPSQD
 PP0275  HISTORY     - 20090806 GOOD             MNDT
 PP0275  HISTORY     - 20170427 GOOD             MNDT
 PP0275  HISTORY     - 20230829 GOOD             MNDT
 PP0275
 PP0275                          STATION DESCRIPTION
 PP0275
 PP0275'DESCRIBED BY MN DEPT OF TRANSP 1972
 PP0275'3.5 MI NW FROM HADER.
 PP0275'MARK IS LOCATED 3.5 MILES NORTHWEST ALONG T.H. 52 FROM THE JUNCTION OF
 PP0275'T.H. 52 AND T.H. 57 AT HADER, 0.3 MILES NORTHWEST OF COUNTY ROAD 9, 49
 PP0275'FEET NORTHEAST OF AND 10 FEET LOWER THAN THE CENTERLINE OF NORTH BOUND
 PP0275'T.H. 52 AT MILE POINT 89.65, IN THE SOUTHEAST (MOST EASTERLY) CORNER
 PP0275'OF A 6 BY 12 FOOT CONCRETE BOX CULVERT UNDER T.H. 52. SW 1/4 SECTION
 PP0275'22, T 111, R 17.
 PP0275
 PP0275                          STATION RECOVERY (2004)
 PP0275
 PP0275'RECOVERY NOTE BY US POWER SQUADRON 2004 (NDM)
 PP0275'RECOVERED IN GOOD CONDITION.
 PP0275
 PP0275                          STATION RECOVERY (2009)
 PP0275
 PP0275'RECOVERY NOTE BY MN DEPT OF TRANSP 2009 (WEF)
 PP0275'RECOVERED AS DESCRIBED.
 PP0275
 PP0275                          STATION RECOVERY (2017)
 PP0275
 PP0275'RECOVERY NOTE BY MN DEPT OF TRANSP 2017 (KMS)
 PP0275'RECOVERED AS DESCRIBED.
 PP0275
 PP0275                          STATION RECOVERY (2023)
 PP0275
 PP0275'RECOVERY NOTE BY MN DEPT OF TRANSP 2023 (MJS)
 PP0275'3.5 MI (5.6 KM) NORTHWEST OF HADER, 3.5 MI (5.6 KM) NORTHWEST ALONG
 PP0275'TRUNK HIGHWAY 52 FROM THE JUNCTION OF TRUNK HIGHWAY 52 AND TRUNK
 PP0275'HIGHWAY 57 IN HADER, AT TRUNK HIGHWAY 52 MILE POINT 89.65, 49.0 FT
 PP0275'(14.9 M) NORTHEAST OF NORTHBOUND TRUNK HIGHWAY 52, IN THE SOUTHEAST
 PP0275'CORNER OF A TRUNK HIGHWAY 52 BOX CULVERT.
 PP0275'
 PP0275'THE SURVEY MARK HAS BEEN DEEMED UNSAFE DUE TO FALL RISK AND HAS BEEN
 PP0275'ABANDONED FOR MNDOT GEODETIC USE.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 PP0279 ***********************************************************************
 PP0279  DESIGNATION -  2506 AG
 PP0279  PID         -  PP0279
 PP0279  STATE/COUNTY-  MN/GOODHUE
 PP0279  COUNTRY     -  US
 PP0279  USGS QUAD   -  WHITE ROCK (2019)
 PP0279
 PP0279                         *CURRENT SURVEY CONTROL
 PP0279  ______________________________________________________________________
 PP0279* NAD 83(2011) POSITION- 44 24 56.64170(N) 092 51 58.42670(W)   ADJUSTED
 PP0279* NAD 83(2011) ELLIP HT-   333.321 (meters)        (06/27/12)   ADJUSTED
 PP0279* NAD 83(2011) EPOCH   -  2010.00
 PP0279* NAVD 88 ORTHO HEIGHT -   362.785 (meters)     1190.24  (feet) ADJUSTED
 PP0279  ______________________________________________________________________
 PP0279  GEOID HEIGHT    -        -29.452 (meters)                     GEOID18
 PP0279  NAD 83(2011) X  -   -228,194.770 (meters)                     COMP
 PP0279  NAD 83(2011) Y  - -4,557,795.629 (meters)                     COMP
 PP0279  NAD 83(2011) Z  -  4,441,437.938 (meters)                     COMP
 PP0279  LAPLACE CORR    -         -8.62  (seconds)                    DEFLEC18
 PP0279  DYNAMIC HEIGHT  -        362.728 (meters)     1190.05  (feet) COMP
 PP0279  MODELED GRAVITY -    980,449.9   (mgal)                       NAVD 88
 PP0279
 PP0279  VERT ORDER      -  SECOND    CLASS I
 PP0279
 PP0279  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 PP0279  Standards:
 PP0279         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 PP0279            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 PP0279  -------------------------------------------------------------------
 PP0279  NETWORK    0.61   0.57           0.29   0.18   0.29     -0.06275684
 PP0279  -------------------------------------------------------------------
 PP0279  Click here for local accuracies and other accuracy information.
 PP0279
 PP0279.The horizontal coordinates were established by GPS observations
 PP0279.and adjusted by the National Geodetic Survey in June 2012.
 PP0279
 PP0279.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 PP0279.been affixed to the stable North American tectonic plate. See 
 PP0279.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 PP0279
 PP0279.The horizontal coordinates are valid at the epoch date displayed above
 PP0279.which is a decimal equivalence of Year/Month/Day.
 PP0279
 PP0279.The orthometric height was determined by differential leveling and
 PP0279.adjusted by the NATIONAL GEODETIC SURVEY
 PP0279.in May 2019.
 PP0279
 PP0279.Significant digits in the geoid height do not necessarily reflect accuracy.
 PP0279.GEOID18 height accuracy estimate available here.
 PP0279
 PP0279.Click photographs - Photos may exist for this station.
 PP0279
 PP0279.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 PP0279
 PP0279.The Laplace correction was computed from DEFLEC18 derived deflections.
 PP0279
 PP0279.The ellipsoidal height was determined by GPS observations
 PP0279.and is referenced to NAD 83.
 PP0279
 PP0279.The dynamic height is computed by dividing the NAVD 88
 PP0279.geopotential number by the normal gravity value computed on the
 PP0279.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP0279.degrees latitude (g = 980.6199 gals.).
 PP0279
 PP0279.The modeled gravity was interpolated from observed gravity values.
 PP0279
 PP0279. The following values were computed from the NAD 83(2011) position.
 PP0279
 PP0279;                    North         East     Units Scale Factor Converg.
 PP0279;SPC MN S     -   257,930.087   890,288.201   MT  0.99992316   +0 47 40.9
 PP0279;SPC MN S     -   846,225.63  2,920,887.21   sFT  0.99992316   +0 47 40.9
 PP0279;UTM  15      - 4,918,057.866   510,649.749   MT  0.99960139   +0 05 37.0
 PP0279
 PP0279!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PP0279!SPC MN S     -   0.99994774  x   0.99992316  =   0.99987090
 PP0279!UTM  15      -   0.99994774  x   0.99960139  =   0.99954915
 PP0279
 PP0279_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWK1064918057(NAD 83)
 PP0279
 PP0279                          SUPERSEDED SURVEY CONTROL
 PP0279
 PP0279  NAD 83(2007)-  44 24 56.64176(N)    092 51 58.42739(W) AD(2002.00) 0
 PP0279  ELLIP H (02/10/07)  333.349  (m)                       GP(2002.00)    
 PP0279  NAD 83(1996)-  44 24 56.64131(N)    092 51 58.42689(W) AD(       ) 1
 PP0279  ELLIP H (11/05/04)  333.396  (m)                       GP(       ) 4 1
 PP0279  NAVD 88             362.77   (m)         1190.2    (f) LEVELING    3  
 PP0279  NAVD 88 (06/15/91)  362.771  (m)         1190.19   (f) SUPERSEDED  2 0
 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
 PP0279.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PP0279.See file dsdata.pdf to determine how the superseded data were derived.
 PP0279
 PP0279_MARKER: DB = BENCH MARK DISK
 PP0279_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 PP0279_STAMPING: 2506 AG 1972
 PP0279_MARK LOGO: MNHD
 PP0279_PROJECTION: RECESSED 5 CENTIMETERS
 PP0279_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 PP0279_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PP0279_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 PP0279+SATELLITE: SATELLITE OBSERVATIONS - August 30, 2023
 PP0279
 PP0279  HISTORY     - Date     Condition        Report By
 PP0279  HISTORY     - 1972     MONUMENTED       MNHD
 PP0279  HISTORY     - 20031118 GOOD             MNDT
 PP0279  HISTORY     - 20040918 GOOD             USPSQD
 PP0279  HISTORY     - 20060905 GOOD             MNDT
 PP0279  HISTORY     - 20090816 GOOD             MNDT
 PP0279  HISTORY     - 20170424 GOOD             MNDT
 PP0279  HISTORY     - 20230830 GOOD             MNDT
 PP0279
 PP0279                          STATION DESCRIPTION
 PP0279
 PP0279'DESCRIBED BY MN HIGHWAY DEPT 1972
 PP0279'4.75 MI NW FROM HADER.
 PP0279'MARK IS LOCATED 4.75 MILES NORTHWEST ALONG T.H. 52 FROM THE JUNCTION
 PP0279'OF T.H. 52 AND T.H. 57 IN HADER, 0.25 MILES SOUTHEAST OF COUNTY ROAD 1
 PP0279'(SOUTH), 96.5 FEET NORTHEAST OF, AND 3 FEET LOWER THAN THE CENTERLINE
 PP0279'OF NORTH BOUND T.H. 52 AT MILE POINT 91.0, 57 FEET SOUTH OF A POWER
 PP0279'POLE, 2.2 FEET WEST OF A STEEL WITNESS POST IN A 6 FOOT PRECAST
 PP0279'CONCRETE MONUMENT BURIED 2 INCHES BELOW GROUND.  SW 1/4 SECTION 16, T
 PP0279'111, R 17.
 PP0279
 PP0279                          STATION RECOVERY (2003)
 PP0279
 PP0279'RECOVERY NOTE BY MN DEPT OF TRANSP 2003 (MJS)
 PP0279'4.75 MILES NORTHWEST OF JUNCTION OF TRUNK HIGHWAY 52 AND TRUNK HIGHWAY
 PP0279'57 AT HADER, 0.25 MILES SOUTHEAST OF COUNTY ROAD 1 SOUTH, AT TRUNK
 PP0279'HIGHWAY 52 MILEPOINT 91.0, 96.5 FEET NORTHEAST OF NORTHBOUND TRUNK
 PP0279'HIGHWAY 52, 57 FEET SOUTHEAST OF POWER POLE, 2.2 FEET WEST OF WITNESS
 PP0279'POST
 PP0279
 PP0279                          STATION RECOVERY (2004)
 PP0279
 PP0279'RECOVERY NOTE BY US POWER SQUADRON 2004 (NDM)
 PP0279'RECOVERED IN GOOD CONDITION.
 PP0279
 PP0279                          STATION RECOVERY (2006)
 PP0279
 PP0279'RECOVERY NOTE BY MN DEPT OF TRANSP 2006 (WAS)
 PP0279'THE MARK WAS RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.
 PP0279'THE MARK IS 4.75 MILES (7.64 KM) NORTHWEST FROM HADER, 4.75 MILES
 PP0279'(7.64 KM) NORTHWEST ALONG TRUNK HIGHWAY 52 FROM THE JUNCTION OF TRUNK
 PP0279'HIGHWAY 52 AND TRUNK HIGHWAY 57 AT HADER, 0.25 MILE (0.40 KM)
 PP0279'SOUTHEAST OF COUNTY ROAD 1 (SOUTH), AT TRUNK HIGHWAY 52 MILEPOINT
 PP0279'91.0, 96.5 FEET (29.4 M) NORTHEAST OF NORTHBOUND TRUNK HIGHWAY 52, 57
 PP0279'FEET (17.4 M) SOUTHEAST OF POWER POLE, 2.2 FEET (0.7 M) WEST OF
 PP0279'WITNESS POST.
 PP0279
 PP0279                          STATION RECOVERY (2009)
 PP0279
 PP0279'RECOVERY NOTE BY MN DEPT OF TRANSP 2009 (WEF)
 PP0279'RECOVERED AS DESCRIBED.
 PP0279
 PP0279                          STATION RECOVERY (2017)
 PP0279
 PP0279'RECOVERY NOTE BY MN DEPT OF TRANSP 2017 (KMS)
 PP0279'RECOVERED AS DESCRIBED.
 PP0279
 PP0279                          STATION RECOVERY (2023)
 PP0279
 PP0279'RECOVERY NOTE BY MN DEPT OF TRANSP 2023 (MJS)
 PP0279'4.75 MI (7.64 KM) NORTHWEST FROM HADER, 4.75 MI (7.64 KM) NORTHWEST
 PP0279'ALONG TRUNK HIGHWAY 52 FROM THE JUNCTION OF TRUNK HIGHWAY 52 AND TRUNK
 PP0279'HIGHWAY 57 IN HADER, AT TRUNK HIGHWAY 52 MILE POINT 91.0, 96.5 FT
 PP0279'(29.4 M) NORTHEAST OF NORTHBOUND TRUNK HIGHWAY 52, 2.2 FT (0.7 M) WEST
 PP0279'OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 PP0282 ***********************************************************************
 PP0282  DESIGNATION -  2506 AH
 PP0282  PID         -  PP0282
 PP0282  STATE/COUNTY-  MN/GOODHUE
 PP0282  COUNTRY     -  US
 PP0282  USGS QUAD   -  SOGN (2019)
 PP0282
 PP0282                         *CURRENT SURVEY CONTROL
 PP0282  ______________________________________________________________________
 PP0282* NAD 83(1986) POSITION- 44 25 37.48   (N) 092 52 43.00   (W)   HD_HELD1
 PP0282* NAVD 88 ORTHO HEIGHT -   350.362 (meters)     1149.48  (feet) ADJUSTED
 PP0282  ______________________________________________________________________
 PP0282  GEOID HEIGHT    -        -29.415 (meters)                     GEOID18
 PP0282  DYNAMIC HEIGHT  -        350.308 (meters)     1149.30  (feet) COMP
 PP0282  MODELED GRAVITY -    980,453.9   (mgal)                       NAVD 88
 PP0282
 PP0282  VERT ORDER      -  SECOND    CLASS I
 PP0282
 PP0282.The horizontal coordinates were determined by differentially corrected
 PP0282.hand held GPS observations or other comparable positioning techniques
 PP0282.and have an estimated accuracy of +/- 3 meters.
 PP0282
 PP0282.The orthometric height was determined by differential leveling and
 PP0282.adjusted by the NATIONAL GEODETIC SURVEY
 PP0282.in May 2019.
 PP0282
 PP0282.Significant digits in the geoid height do not necessarily reflect accuracy.
 PP0282.GEOID18 height accuracy estimate available here.
 PP0282
 PP0282.Click photographs - Photos may exist for this station.
 PP0282
 PP0282.The dynamic height is computed by dividing the NAVD 88
 PP0282.geopotential number by the normal gravity value computed on the
 PP0282.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP0282.degrees latitude (g = 980.6199 gals.).
 PP0282
 PP0282.The modeled gravity was interpolated from observed gravity values.
 PP0282
 PP0282;                    North         East    Units  Estimated Accuracy
 PP0282;SPC MN S     -   259,176.8     889,285.0     MT  (+/- 3 meters HH1 GPS) 
 PP0282
 PP0282_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWK0966219316(NAD 83)
 PP0282
 PP0282                          SUPERSEDED SURVEY CONTROL
 PP0282
 PP0282  NAVD 88 (06/15/91)  350.348  (m)         1149.43   (f) SUPERSEDED  2 0
 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
 PP0282.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PP0282.See file dsdata.pdf to determine how the superseded data were derived.
 PP0282
 PP0282_MARKER: DB = BENCH MARK DISK
 PP0282_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 PP0282_STAMPING: 2506 AH 1972
 PP0282_MARK LOGO: MNHD
 PP0282_PROJECTION: RECESSED 5 CENTIMETERS
 PP0282_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 PP0282_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PP0282_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 PP0282+SATELLITE: SATELLITE OBSERVATIONS - August 30, 2023
 PP0282
 PP0282  HISTORY     - Date     Condition        Report By
 PP0282  HISTORY     - 19720401 MONUMENTED       MNHD
 PP0282  HISTORY     - 20040918 GOOD             USPSQD
 PP0282  HISTORY     - 20090806 GOOD             MNDT
 PP0282  HISTORY     - 20170429 GOOD             MNDT
 PP0282  HISTORY     - 20230830 GOOD             MNDT
 PP0282
 PP0282                          STATION DESCRIPTION
 PP0282
 PP0282'DESCRIBED BY MN HIGHWAY DEPT 1972
 PP0282'5.75 MI NW FROM HADER.
 PP0282'MARK IS LOCATED 5.75 MILES NORTHWEST ALONG T.H. 52 FROM THE JUNCTION
 PP0282'OF T.H. 52 AND T.H. 57 IN HADER, 98 FEET NORTHEAST OF, AND 7 FEET
 PP0282'LOWER THAN THE CENTERLINE OF NORTH BOUND T.H. 52 AT MILE POINT 92.05,
 PP0282'109 FEET SOUTHEAST OF MHD BM 2506-AH 1, 108 FEET SOUTHEAST OF A POWER
 PP0282'POLE, 38.5 FEET NORTHWEST OF POWER POLE NO. 268, 5.6 FEET NORTH OF A
 PP0282'RIGHT OF WAY MARKER, 0.8 FEET WEST OF A STEEL WITNESS POST, IN A 6
 PP0282'FOOT PRECAST CONCRETE MONUMENT PROJECTING 2 INCHES ABOVE GROUND.  NE
 PP0282'1/4 SECTION 17, T 111, R 17.  NOTE-- THIS MARK IS ALSO 6.2 MILES
 PP0282'SOUTH-SOUTHEAST ALONG T.H. 52 FROM THE JUNCTION OF T.H. 52 AND T.H. 19
 PP0282'(OVERPASS) AT CANNON FALLS.
 PP0282
 PP0282                          STATION RECOVERY (2004)
 PP0282
 PP0282'RECOVERY NOTE BY US POWER SQUADRON 2004 (NDM)
 PP0282'RECOVERED IN GOOD CONDITION.
 PP0282
 PP0282                          STATION RECOVERY (2009)
 PP0282
 PP0282'RECOVERY NOTE BY MN DEPT OF TRANSP 2009 (WEF)
 PP0282'RECOVERED AS DESCRIBED.
 PP0282
 PP0282                          STATION RECOVERY (2017)
 PP0282
 PP0282'RECOVERY NOTE BY MN DEPT OF TRANSP 2017 (KMS)
 PP0282'THE MARK IS LOCATED ABOUT 5.75 MI (9.25 KM) NORTHWEST OF HADER.
 PP0282'
 PP0282'TO REACH THE MARK GO 5.75 MI (9.25 KM) NORTHWEST ALONG TRUNK HIGHWAY
 PP0282'52 FROM THE JUNCTION OF TRUNK HIGHWAY 52 AND TRUNK HIGHWAY 57 IN
 PP0282'HADER, AT TRUNK HIGHWAY 52 MILE POINT 92.05.
 PP0282'
 PP0282'TO REACH THE MARK GO 98.0 FT (29.9 M) NORTHEAST OF NORTHBOUND TRUNK
 PP0282'HIGHWAY 52, 5.6 FT (1.7 M) NORTH-NORTHWEST OF A RIGHT-OF-WAY MARKER,
 PP0282'1.0 FT (0.3 M) WEST OF A WITNESS POST.
 PP0282
 PP0282                          STATION RECOVERY (2023)
 PP0282
 PP0282'RECOVERY NOTE BY MN DEPT OF TRANSP 2023 (MJS)
 PP0282'5.75 MI (9.25 KM) NORTHWEST OF HADER, 5.75 MI (9.25 KM) NORTHWEST
 PP0282'ALONG TRUNK HIGHWAY 52 FROM THE JUNCTION OF TRUNK HIGHWAY 52 AND TRUNK
 PP0282'HIGHWAY 57 IN HADER, AT TRUNK HIGHWAY 52 MILE POINT 92.05, 98.0 FT
 PP0282'(29.9 M) NORTHEAST OF NORTHBOUND TRUNK HIGHWAY 52, 5.6 FT (1.7 M)
 PP0282'NORTH-NORTHWEST OF A RIGHT-OF-WAY MARKER, 1.0 FT (0.3 M) WEST OF A
 PP0282'WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 PP0286 ***********************************************************************
 PP0286  DESIGNATION -  2506 AJ
 PP0286  PID         -  PP0286
 PP0286  STATE/COUNTY-  MN/GOODHUE
 PP0286  COUNTRY     -  US
 PP0286  USGS QUAD   -  SOGN (2019)
 PP0286
 PP0286                         *CURRENT SURVEY CONTROL
 PP0286  ______________________________________________________________________
 PP0286* NAD 83(1986) POSITION- 44 26 54.85   (N) 092 53 39.78   (W)   HD_HELD1
 PP0286* NAVD 88 ORTHO HEIGHT -   286.900 (meters)      941.27  (feet) ADJUSTED
 PP0286  ______________________________________________________________________
 PP0286  GEOID HEIGHT    -        -29.374 (meters)                     GEOID18
 PP0286  DYNAMIC HEIGHT  -        286.857 (meters)      941.13  (feet) COMP
 PP0286  MODELED GRAVITY -    980,458.9   (mgal)                       NAVD 88
 PP0286
 PP0286  VERT ORDER      -  SECOND    CLASS 0
 PP0286
 PP0286.The horizontal coordinates were determined by differentially corrected
 PP0286.hand held GPS observations or other comparable positioning techniques
 PP0286.and have an estimated accuracy of +/- 3 meters.
 PP0286
 PP0286.The orthometric height was determined by differential leveling and
 PP0286.adjusted by the NATIONAL GEODETIC SURVEY
 PP0286.in June 1991.
 PP0286
 PP0286.Significant digits in the geoid height do not necessarily reflect accuracy.
 PP0286.GEOID18 height accuracy estimate available here.
 PP0286
 PP0286.Click photographs - Photos may exist for this station.
 PP0286
 PP0286.The dynamic height is computed by dividing the NAVD 88
 PP0286.geopotential number by the normal gravity value computed on the
 PP0286.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP0286.degrees latitude (g = 980.6199 gals.).
 PP0286
 PP0286.The modeled gravity was interpolated from observed gravity values.
 PP0286
 PP0286;                    North         East    Units  Estimated Accuracy
 PP0286;SPC MN S     -   261,547.5     887,997.0     MT  (+/- 3 meters HH1 GPS) 
 PP0286
 PP0286_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWK0840321701(NAD 83)
 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
 PP0286.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PP0286.See file dsdata.pdf to determine how the superseded data were derived.
 PP0286
 PP0286_MARKER: DB = BENCH MARK DISK
 PP0286_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 PP0286_SP_SET: CULVERT HEADWALL
 PP0286_STAMPING: 2506 AJ 1972
 PP0286_MARK LOGO: MNHD
 PP0286_MAGNETIC: N = NO MAGNETIC MATERIAL
 PP0286_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PP0286+STABILITY: SURFACE MOTION
 PP0286_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 PP0286+SATELLITE: SATELLITE OBSERVATIONS - August 30, 2023
 PP0286
 PP0286  HISTORY     - Date     Condition        Report By
 PP0286  HISTORY     - 1972     MONUMENTED       MNDT
 PP0286  HISTORY     - 20040918 MARK NOT FOUND   USPSQD
 PP0286  HISTORY     - 20090806 GOOD             MNDT
 PP0286  HISTORY     - 20170425 GOOD             MNDT
 PP0286  HISTORY     - 20230830 GOOD             MNDT
 PP0286
 PP0286                          STATION DESCRIPTION
 PP0286
 PP0286'DESCRIBED BY MN DEPT OF TRANSP 1972
 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,
 PP0286'T111N, R17W.
 PP0286
 PP0286                          STATION RECOVERY (2004)
 PP0286
 PP0286'RECOVERY NOTE BY US POWER SQUADRON 2004 (KG)
 PP0286'MARK NOT FOUND.
 PP0286
 PP0286                          STATION RECOVERY (2009)
 PP0286
 PP0286'RECOVERY NOTE BY MN DEPT OF TRANSP 2009 (WEF)
 PP0286'RECOVERED AS DESCRIBED.
 PP0286
 PP0286                          STATION RECOVERY (2017)
 PP0286
 PP0286'RECOVERY NOTE BY MN DEPT OF TRANSP 2017 (KMS)
 PP0286'RECOVERED IN GOOD CONDITION.
 PP0286
 PP0286                          STATION RECOVERY (2023)
 PP0286
 PP0286'RECOVERY NOTE BY MN DEPT OF TRANSP 2023 (MJS)
 PP0286'4.3 MI (6.9 KM) SOUTH FROM CANNON FALLS, 4.3 MI (6.9 KM) SOUTH ALONG
 PP0286'TRUNK HIGHWAY 52 FROM THE JUNCTION OF TRUNK HIGHWAY 52 AND TRUNK
 PP0286'HIGHWAY 19 IN CANNON FALLS, 0.35 MI (0.56 KM) SOUTH OF BUTLER CREEK,
 PP0286'AT TRUNK HIGHWAY 52 MILE POINT 93.65, 92.0 FT (28.0 M) EAST OF
 PP0286'NORTHBOUND TRUNK HIGHWAY 52, 68.0 FT (20.7 M) EAST OF A GUARD RAIL, IN
 PP0286'THE SOUTHEAST CORNER OF A CONCRETE CULVERT UNDER NORTHBOUND TRUNK
 PP0286'HIGHWAY 52.
 PP0286'
 PP0286'THE SURVEY MARK HAS BEEN DEEMED UNSAFE DUE TO FALL RISK AND HAS BEEN
 PP0286'ABANDONED FOR MNDOT GEODETIC USE.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 PP0288 ***********************************************************************
 PP0288  DESIGNATION -  2506 AK
 PP0288  PID         -  PP0288
 PP0288  STATE/COUNTY-  MN/GOODHUE
 PP0288  COUNTRY     -  US
 PP0288  USGS QUAD   -  SOGN (2019)
 PP0288
 PP0288                         *CURRENT SURVEY CONTROL
 PP0288  ______________________________________________________________________
 PP0288* NAD 83(1986) POSITION- 44 27 00.23   (N) 092 53 46.05   (W)   HD_HELD1
 PP0288* NAVD 88 ORTHO HEIGHT -   285.210 (meters)      935.73  (feet) ADJUSTED
 PP0288  ______________________________________________________________________
 PP0288  GEOID HEIGHT    -        -29.368 (meters)                     GEOID18
 PP0288  DYNAMIC HEIGHT  -        285.167 (meters)      935.59  (feet) COMP
 PP0288  MODELED GRAVITY -    980,459.5   (mgal)                       NAVD 88
 PP0288
 PP0288  VERT ORDER      -  SECOND    CLASS I
 PP0288
 PP0288.The horizontal coordinates were determined by differentially corrected
 PP0288.hand held GPS observations or other comparable positioning techniques
 PP0288.and have an estimated accuracy of +/- 3 meters.
 PP0288
 PP0288.The orthometric height was determined by differential leveling and
 PP0288.adjusted by the NATIONAL GEODETIC SURVEY
 PP0288.in May 2019.
 PP0288
 PP0288.Significant digits in the geoid height do not necessarily reflect accuracy.
 PP0288.GEOID18 height accuracy estimate available here.
 PP0288
 PP0288.Click photographs - Photos may exist for this station.
 PP0288
 PP0288.The dynamic height is computed by dividing the NAVD 88
 PP0288.geopotential number by the normal gravity value computed on the
 PP0288.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP0288.degrees latitude (g = 980.6199 gals.).
 PP0288
 PP0288.The modeled gravity was interpolated from observed gravity values.
 PP0288
 PP0288;                    North         East    Units  Estimated Accuracy
 PP0288;SPC MN S     -   261,711.6     887,856.1     MT  (+/- 3 meters HH1 GPS) 
 PP0288
 PP0288_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWK0826421867(NAD 83)
 PP0288
 PP0288                          SUPERSEDED SURVEY CONTROL
 PP0288
 PP0288  NAVD 88 (06/15/91)  285.232  (m)          935.80   (f) SUPERSEDED  2 0
 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
 PP0288.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PP0288.See file dsdata.pdf to determine how the superseded data were derived.
 PP0288
 PP0288_MARKER: DB = BENCH MARK DISK
 PP0288_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 PP0288_SP_SET: CULVERT
 PP0288_STAMPING: 2506 AK 1972
 PP0288_MARK LOGO: MNHD
 PP0288_MAGNETIC: N = NO MAGNETIC MATERIAL
 PP0288_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PP0288+STABILITY: SURFACE MOTION
 PP0288_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 PP0288+SATELLITE: SATELLITE OBSERVATIONS - August 30, 2023
 PP0288
 PP0288  HISTORY     - Date     Condition        Report By
 PP0288  HISTORY     - 1972     MONUMENTED       MNDT
 PP0288  HISTORY     - 19951001 GOOD             USPSQD
 PP0288  HISTORY     - 20040918 MARK NOT FOUND   USPSQD
 PP0288  HISTORY     - 20090806 GOOD             MNDT
 PP0288  HISTORY     - 20170425 GOOD             MNDT
 PP0288  HISTORY     - 20230830 GOOD             MNDT
 PP0288
 PP0288                          STATION DESCRIPTION
 PP0288
 PP0288'DESCRIBED BY MN DEPT OF TRANSP 1972
 PP0288'4.15 MI S FROM CANNON FALLS.
 PP0288'MARK IS LOCATED 4.15 MILES SOUTH ALONG T.H. 52 FROM THE JUNCTION OF
 PP0288'T.H. 52 AND T.H. 19 (OVERPASS) IN CANNON FALLS, 0.25 MILES SOUTH OF
 PP0288'BUTLER CREEK, 45 FEET EAST OF, AND 1 FOOT LOWER THAN THE CENTERLINE OF
 PP0288'NORTH BOUND T.H. 52 AT MILE POINT 93.8, IN THE SOUTHEAST CORNER OF A
 PP0288'10 BY 12 BY 10 FOOT DEEP ENERGY DISPATCHER.  NE 1/4 SECTION 6, T 111,
 PP0288'R 17.
 PP0288
 PP0288                          STATION RECOVERY (1995)
 PP0288
 PP0288'RECOVERY NOTE BY US POWER SQUADRON 1995
 PP0288'RECOVERED IN GOOD CONDITION.
 PP0288
 PP0288                          STATION RECOVERY (2004)
 PP0288
 PP0288'RECOVERY NOTE BY US POWER SQUADRON 2004 (KG)
 PP0288'MARK NOT FOUND.
 PP0288
 PP0288                          STATION RECOVERY (2009)
 PP0288
 PP0288'RECOVERY NOTE BY MN DEPT OF TRANSP 2009 (WEF)
 PP0288'RECOVERED AS DESCRIBED.
 PP0288
 PP0288                          STATION RECOVERY (2017)
 PP0288
 PP0288'RECOVERY NOTE BY MN DEPT OF TRANSP 2017 (KMS)
 PP0288'RECOVERED AS DESCRIBED.
 PP0288
 PP0288                          STATION RECOVERY (2023)
 PP0288
 PP0288'RECOVERY NOTE BY MN DEPT OF TRANSP 2023 (MJS)
 PP0288'4.15 MI (6.68 KM) SOUTH OF CANNON FALLS, 4.15 MI (6.68 KM) SOUTH ALONG
 PP0288'TRUNK HIGHWAY 52 FROM THE JUNCTION OF TRUNK HIGHWAY 52 AND TRUNK
 PP0288'HIGHWAY 19 IN CANNON FALLS, AT TRUNK HIGHWAY 52 MILE POINT 93.8, 0.25
 PP0288'MI (0.40 KM) SOUTH OF BUTLER CREEK, 45.0 FT (13.7 M) NORTHEAST OF
 PP0288'NORTHBOUND TRUNK HIGHWAY 52, IN THE SOUTHEAST CORNER OF A CONCRETE
 PP0288'CULVERT.
 PP0288'
 PP0288'THE SURVEY MARK HAS BEEN DEEMED UNSAFE DUE TO FALL RISK AND HAS BEEN
 PP0288'ABANDONED FOR MNDOT GEODETIC USE.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 PP0292 ***********************************************************************
 PP0292  DESIGNATION -  2506 AM
 PP0292  PID         -  PP0292
 PP0292  STATE/COUNTY-  MN/GOODHUE
 PP0292  COUNTRY     -  US
 PP0292  USGS QUAD   -  SOGN (2019)
 PP0292
 PP0292                         *CURRENT SURVEY CONTROL
 PP0292  ______________________________________________________________________
 PP0292* NAD 83(1986) POSITION- 44 27 26.71   (N) 092 54 10.71   (W)   HD_HELD1
 PP0292* NAVD 88 ORTHO HEIGHT -   280.838 (meters)      921.38  (feet) ADJUSTED
 PP0292  ______________________________________________________________________
 PP0292  GEOID HEIGHT    -        -29.346 (meters)                     GEOID18
 PP0292  DYNAMIC HEIGHT  -        280.796 (meters)      921.24  (feet) COMP
 PP0292  MODELED GRAVITY -    980,461.4   (mgal)                       NAVD 88
 PP0292
 PP0292  VERT ORDER      -  SECOND    CLASS I
 PP0292
 PP0292.The horizontal coordinates were determined by differentially corrected
 PP0292.hand held GPS observations or other comparable positioning techniques
 PP0292.and have an estimated accuracy of +/- 3 meters.
 PP0292
 PP0292.The orthometric height was determined by differential leveling and
 PP0292.adjusted by the NATIONAL GEODETIC SURVEY
 PP0292.in May 2019.
 PP0292
 PP0292.Significant digits in the geoid height do not necessarily reflect accuracy.
 PP0292.GEOID18 height accuracy estimate available here.
 PP0292
 PP0292.Click photographs - Photos may exist for this station.
 PP0292
 PP0292.The dynamic height is computed by dividing the NAVD 88
 PP0292.geopotential number by the normal gravity value computed on the
 PP0292.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP0292.degrees latitude (g = 980.6199 gals.).
 PP0292
 PP0292.The modeled gravity was interpolated from observed gravity values.
 PP0292
 PP0292;                    North         East    Units  Estimated Accuracy
 PP0292;SPC MN S     -   262,521.5     887,300.0     MT  (+/- 3 meters HH1 GPS) 
 PP0292
 PP0292_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWK0771822684(NAD 83)
 PP0292
 PP0292                          SUPERSEDED SURVEY CONTROL
 PP0292
 PP0292  NAVD 88 (06/15/91)  280.826  (m)          921.34   (f) SUPERSEDED  2 0
 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
 PP0292.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PP0292.See file dsdata.pdf to determine how the superseded data were derived.
 PP0292
 PP0292_MARKER: DB = BENCH MARK DISK
 PP0292_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 PP0292_SP_SET: BOX CULVERT
 PP0292_STAMPING: 2506 AM 1972
 PP0292_MARK LOGO: MNHD
 PP0292_MAGNETIC: N = NO MAGNETIC MATERIAL
 PP0292_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PP0292+STABILITY: SURFACE MOTION
 PP0292_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 PP0292+SATELLITE: SATELLITE OBSERVATIONS - August 30, 2023
 PP0292
 PP0292  HISTORY     - Date     Condition        Report By
 PP0292  HISTORY     - 1972     MONUMENTED       MNDT
 PP0292  HISTORY     - 19951001 GOOD             USPSQD
 PP0292  HISTORY     - 20040918 GOOD             USPSQD
 PP0292  HISTORY     - 20080904 GOOD             MNDT
 PP0292  HISTORY     - 20170425 GOOD             MNDT
 PP0292  HISTORY     - 20230830 GOOD             MNDT
 PP0292
 PP0292                          STATION DESCRIPTION
 PP0292
 PP0292'DESCRIBED BY MN DEPT OF TRANSP 1972
 PP0292'3.55 MI S FROM CANNON FALLS.
 PP0292'MARK IS LOCATED 3.55 MILES SOUTH ALONG T.H. 52 FROM THE JUNCTION OF
 PP0292'T.H. 52 AND T.H. 19 (OVERPASS) IN CANNON FALLS, 0.5 MILES NORTH OF
 PP0292'BUTLER CREEK, 56 FEET EAST OF, AND 7 FEET LOWER THAN THE CENTERLINE OF
 PP0292'NORTH BOUND T.H. 52 AT MILE POINT 94.55 OPPOSITE COUNTY ROAD 14
 PP0292'SOUTHWEST, 36 FEET SOUTH OF THE CENTER OF A DRIVEWAY EAST, IN THE
 PP0292'SOUTHEAST CORNER OF A CONCRETE 4 BY 4 FOOT BOX CULVERT UNDER A
 PP0292'DRIVEWAY EAST.  SE 1/4 SECTION 31, T 112, R 17.
 PP0292
 PP0292                          STATION RECOVERY (1995)
 PP0292
 PP0292'RECOVERY NOTE BY US POWER SQUADRON 1995
 PP0292'RECOVERED IN GOOD CONDITION.
 PP0292
 PP0292                          STATION RECOVERY (2004)
 PP0292
 PP0292'RECOVERY NOTE BY US POWER SQUADRON 2004 (KG)
 PP0292'RECOVERED IN GOOD CONDITION.
 PP0292
 PP0292                          STATION RECOVERY (2008)
 PP0292
 PP0292'RECOVERY NOTE BY MN DEPT OF TRANSP 2008 (VWC)
 PP0292'RECOVERED AS DESCRIBED.
 PP0292
 PP0292                          STATION RECOVERY (2017)
 PP0292
 PP0292'RECOVERY NOTE BY MN DEPT OF TRANSP 2017 (KMS)
 PP0292'RECOVERED AS DESCRIBED.
 PP0292
 PP0292                          STATION RECOVERY (2023)
 PP0292
 PP0292'RECOVERY NOTE BY MN DEPT OF TRANSP 2023 (MJS)
 PP0292'3.5 MI (5.6 KM) SOUTH OF CANNON FALLS, 3.55 MI (5.71 KM) SOUTH ALONG
 PP0292'TRUNK HIGHWAY 52 FROM THE JUNCTION OF TRUNK HIGHWAY 52 AND TRUNK
 PP0292'HIGHWAY 19 IN CANNON FALLS, AT TRUNK HIGHWAY 52 MILE POINT 94.55, 56.0
 PP0292'FT (17.1 M) NORTHEAST OF NORTHBOUND TRUNK HIGHWAY 52, 36.0 FT (11.0 M)
 PP0292'SOUTHEAST OF DRIVEWAY NUMBER 33936 EAST, IN THE SOUTHEAST CORNER OF A
 PP0292'TRUNK HIGHWAY 52 BOX CULVERT, OPPOSITE COUNTY ROAD 14 SOUTHWEST.
 PP0292'
 PP0292'THE SURVEY MARK HAS BEEN DEEMED UNSAFE DUE TO FALL RISK AND HAS BEEN
 PP0292'ABANDONED FOR MNDOT GEODETIC USE.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 PP0293 ***********************************************************************
 PP0293  DESIGNATION -  2506 AN
 PP0293  PID         -  PP0293
 PP0293  STATE/COUNTY-  MN/GOODHUE
 PP0293  COUNTRY     -  US
 PP0293  USGS QUAD   -  SOGN (2019)
 PP0293
 PP0293                         *CURRENT SURVEY CONTROL
 PP0293  ______________________________________________________________________
 PP0293* NAD 83(1986) POSITION- 44 27 52.76   (N) 092 54 20.81   (W)   HD_HELD1
 PP0293* NAVD 88 ORTHO HEIGHT -   294.700 (meters)      966.86  (feet) ADJUSTED
 PP0293  ______________________________________________________________________
 PP0293  GEOID HEIGHT    -        -29.337 (meters)                     GEOID18
 PP0293  DYNAMIC HEIGHT  -        294.657 (meters)      966.72  (feet) COMP
 PP0293  MODELED GRAVITY -    980,463.1   (mgal)                       NAVD 88
 PP0293
 PP0293  VERT ORDER      -  SECOND    CLASS 0
 PP0293
 PP0293.The horizontal coordinates were determined by differentially corrected
 PP0293.hand held GPS observations or other comparable positioning techniques
 PP0293.and have an estimated accuracy of +/- 3 meters.
 PP0293
 PP0293.The orthometric height was determined by differential leveling and
 PP0293.adjusted by the NATIONAL GEODETIC SURVEY
 PP0293.in June 1991.
 PP0293
 PP0293.Significant digits in the geoid height do not necessarily reflect accuracy.
 PP0293.GEOID18 height accuracy estimate available here.
 PP0293
 PP0293.Click photographs - Photos may exist for this station.
 PP0293
 PP0293.The dynamic height is computed by dividing the NAVD 88
 PP0293.geopotential number by the normal gravity value computed on the
 PP0293.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP0293.degrees latitude (g = 980.6199 gals.).
 PP0293
 PP0293.The modeled gravity was interpolated from observed gravity values.
 PP0293
 PP0293;                    North         East    Units  Estimated Accuracy
 PP0293;SPC MN S     -   263,322.5     887,066.0     MT  (+/- 3 meters HH1 GPS) 
 PP0293
 PP0293_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWK0749423487(NAD 83)
 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
 PP0293.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PP0293.See file dsdata.pdf to determine how the superseded data were derived.
 PP0293
 PP0293_MARKER: DB = BENCH MARK DISK
 PP0293_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 PP0293_SP_SET: HEADWALL BOX CULVERT
 PP0293_STAMPING: 2506 AN 1972
 PP0293_MARK LOGO: MNHD
 PP0293_MAGNETIC: N = NO MAGNETIC MATERIAL
 PP0293_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PP0293+STABILITY: SURFACE MOTION
 PP0293_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 PP0293+SATELLITE: SATELLITE OBSERVATIONS - August 30, 2023
 PP0293
 PP0293  HISTORY     - Date     Condition        Report By
 PP0293  HISTORY     - 1972     MONUMENTED       MNDT
 PP0293  HISTORY     - 19951001 GOOD             USPSQD
 PP0293  HISTORY     - 20040918 MARK NOT FOUND   USPSQD
 PP0293  HISTORY     - 20080904 GOOD             MNDT
 PP0293  HISTORY     - 20170425 GOOD             MNDT
 PP0293  HISTORY     - 20230830 GOOD             MNDT
 PP0293
 PP0293                          STATION DESCRIPTION
 PP0293
 PP0293'DESCRIBED BY MN DEPT OF TRANSP 1972
 PP0293'3.1 MI S FROM CANNON FALLS.
 PP0293'MARK IS LOCATED 3.1 MILES SOUTH ALONG T.H. 52 FROM THE JUNCTION OF
 PP0293'T.H. 52 AND T.H. 19 (OVERPASS) AT CANNON FALLS, 32 FEET EAST OF, AND 3
 PP0293'FEET LOWER THAN THE CENTERLINE OF NORTH BOUND T.H. 52 AT MILE POINT
 PP0293'94.95, IN THE SOUTHEAST CORNER OF A 4 BY 6 FOOT CONCRETE BOX CULVERT
 PP0293'UNDER T.H. 52.  NW 1/4 SECTION 31, T 112, R 17.
 PP0293
 PP0293                          STATION RECOVERY (1995)
 PP0293
 PP0293'RECOVERY NOTE BY US POWER SQUADRON 1995
 PP0293'RECOVERED IN GOOD CONDITION.
 PP0293
 PP0293                          STATION RECOVERY (2004)
 PP0293
 PP0293'RECOVERY NOTE BY US POWER SQUADRON 2004 (KG)
 PP0293'MARK NOT FOUND.
 PP0293
 PP0293                          STATION RECOVERY (2008)
 PP0293
 PP0293'RECOVERY NOTE BY MN DEPT OF TRANSP 2008 (VWC)
 PP0293'RECOVERED AS DESCRIBED.
 PP0293
 PP0293                          STATION RECOVERY (2017)
 PP0293
 PP0293'RECOVERY NOTE BY MN DEPT OF TRANSP 2017 (KMS)
 PP0293'3.0 MI (4.8 KM) SOUTH OF CANNON FALLS, 3.1 MI (5.0 KM) SOUTH ALONG
 PP0293'TRUNK HIGHWAY 52 FROM THE JUNCTION OF TRUNK HIGHWAY 52 AND TRUNK
 PP0293'HIGHWAY 19 IN CANNON FALLS, AT TRUNK HIGHWAY 52 MILE POINT 94.95, 32
 PP0293'FT (9.8 M) EAST OF NORTHBOUND TRUNK HIGHWAY 52, IN THE SOUTHEAST
 PP0293'CORNER OF A TRUNK HIGHWAY 52 BOX CULVERT.
 PP0293
 PP0293                          STATION RECOVERY (2023)
 PP0293
 PP0293'RECOVERY NOTE BY MN DEPT OF TRANSP 2023 (MJS)
 PP0293'3.0 MI (4.8 KM) SOUTH OF CANNON FALLS, 3.1 MI (5.0 KM) SOUTH ALONG
 PP0293'TRUNK HIGHWAY 52 FROM THE JUNCTION OF TRUNK HIGHWAY 52 AND TRUNK
 PP0293'HIGHWAY 19 IN CANNON FALLS, AT TRUNK HIGHWAY 52 MILE POINT 94.95, 32.0
 PP0293'FT (9.8 M) EAST OF NORTHBOUND TRUNK HIGHWAY 52, IN THE SOUTHEAST
 PP0293'CORNER OF A TRUNK HIGHWAY 52 BOX CULVERT.
 PP0293'
 PP0293'THE SURVEY MARK HAS BEEN DEEMED UNSAFE DUE TO FALL RISK AND HAS BEEN
 PP0293'ABANDONED FOR MNDOT GEODETIC USE.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 PP0297 ***********************************************************************
 PP0297  DESIGNATION -  2506 AQ
 PP0297  PID         -  PP0297
 PP0297  STATE/COUNTY-  MN/GOODHUE
 PP0297  COUNTRY     -  US
 PP0297  USGS QUAD   -  SOGN (2019)
 PP0297
 PP0297                         *CURRENT SURVEY CONTROL
 PP0297  ______________________________________________________________________
 PP0297* NAD 83(1986) POSITION- 44 29 36.50   (N) 092 54 32.06   (W)   HD_HELD1
 PP0297* NAVD 88 ORTHO HEIGHT -   267.573 (meters)      877.86  (feet) ADJUSTED
 PP0297  ______________________________________________________________________
 PP0297  GEOID HEIGHT    -        -29.332 (meters)                     GEOID18
 PP0297  DYNAMIC HEIGHT  -        267.534 (meters)      877.73  (feet) COMP
 PP0297  MODELED GRAVITY -    980,468.1   (mgal)                       NAVD 88
 PP0297
 PP0297  VERT ORDER      -  SECOND    CLASS 0
 PP0297
 PP0297.The horizontal coordinates were determined by differentially corrected
 PP0297.hand held GPS observations or other comparable positioning techniques
 PP0297.and have an estimated accuracy of +/- 3 meters.
 PP0297
 PP0297.The orthometric height was determined by differential leveling and
 PP0297.adjusted by the NATIONAL GEODETIC SURVEY
 PP0297.in June 1991.
 PP0297
 PP0297.Significant digits in the geoid height do not necessarily reflect accuracy.
 PP0297.GEOID18 height accuracy estimate available here.
 PP0297
 PP0297.Click photographs - Photos may exist for this station.
 PP0297
 PP0297.The dynamic height is computed by dividing the NAVD 88
 PP0297.geopotential number by the normal gravity value computed on the
 PP0297.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP0297.degrees latitude (g = 980.6199 gals.).
 PP0297
 PP0297.The modeled gravity was interpolated from observed gravity values.
 PP0297
 PP0297;                    North         East    Units  Estimated Accuracy
 PP0297;SPC MN S     -   266,520.8     886,774.6     MT  (+/- 3 meters HH1 GPS) 
 PP0297
 PP0297_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWK0724226688(NAD 83)
 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
 PP0297.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PP0297.See file dsdata.pdf to determine how the superseded data were derived.
 PP0297
 PP0297_MARKER: DB = BENCH MARK DISK
 PP0297_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 PP0297_SP_SET: BOX CULVERT
 PP0297_STAMPING: 2506 AQ 1972
 PP0297_MARK LOGO: MNHD
 PP0297_MAGNETIC: N = NO MAGNETIC MATERIAL
 PP0297_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PP0297+STABILITY: SURFACE MOTION
 PP0297_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 PP0297+SATELLITE: SATELLITE OBSERVATIONS - September 28, 2023
 PP0297
 PP0297  HISTORY     - Date     Condition        Report By
 PP0297  HISTORY     - 1972     MONUMENTED       MNDT
 PP0297  HISTORY     - 19951001 GOOD             USPSQD
 PP0297  HISTORY     - 20040918 GOOD             USPSQD
 PP0297  HISTORY     - 20080904 GOOD             MNDT
 PP0297  HISTORY     - 20150406 GOOD             MNDT
 PP0297  HISTORY     - 20170425 GOOD             MNDT
 PP0297  HISTORY     - 20230928 GOOD             MNDT
 PP0297
 PP0297                          STATION DESCRIPTION
 PP0297
 PP0297'DESCRIBED BY MN DEPT OF TRANSP 1972
 PP0297'1.1 MI S FROM CANNON FALLS.
 PP0297'MARK IS LOCATED 1.1 MILES SOUTH ALONG T.H. 52 FROM THE JUNCTION OF
 PP0297'T.H. 52 AND T.H. 19 (OVERPASS) AT CANNON FALLS, 0.05 MILES NORTH OF
 PP0297'COUNTY ROAD 24 (AND TRUCK STOP ENTRANCE), 52 FEET EAST OF, AND 8 FEET
 PP0297'LOWER THAN THE CENTERLINE OF NORTH BOUND T.H. 52 AT MILE POINT 96.95,
 PP0297'3.5 FEET NORTH OF A CULVERT MARKER POST, IN THE SOUTHEAST CORNER OF
 PP0297'THE HEADWALL OF A DOUBLE BOX (10 BY 20 FEET) CONCRETE CULVERT UNDER
 PP0297'T.H. 52.  NW 1/4 SECTION 19, T 112, R 17.
 PP0297
 PP0297                          STATION RECOVERY (1995)
 PP0297
 PP0297'RECOVERY NOTE BY US POWER SQUADRON 1995
 PP0297'RECOVERED IN GOOD CONDITION.
 PP0297
 PP0297                          STATION RECOVERY (2004)
 PP0297
 PP0297'RECOVERY NOTE BY US POWER SQUADRON 2004 (KG)
 PP0297'RECOVERED IN GOOD CONDITION.
 PP0297
 PP0297                          STATION RECOVERY (2008)
 PP0297
 PP0297'RECOVERY NOTE BY MN DEPT OF TRANSP 2008 (VWC)
 PP0297'RECOVERED AS DESCRIBED.
 PP0297
 PP0297                          STATION RECOVERY (2015)
 PP0297
 PP0297'RECOVERY NOTE BY MN DEPT OF TRANSP 2015 (KAS)
 PP0297'RECOVERED AS DESCRIBED.
 PP0297
 PP0297                          STATION RECOVERY (2017)
 PP0297
 PP0297'RECOVERY NOTE BY MN DEPT OF TRANSP 2017 (KMS)
 PP0297'RECOVERED IN GOOD CONDITION.
 PP0297
 PP0297                          STATION RECOVERY (2023)
 PP0297
 PP0297'RECOVERY NOTE BY MN DEPT OF TRANSP 2023 (MJS)
 PP0297'IN CANNON FALLS, 1.1 MI (1.8 KM) SOUTH ALONG TRUNK HIGHWAY 52 FROM THE
 PP0297'JUNCTION OF TRUNK HIGHWAY 52 AND TRUNK HIGHWAY 19 IN CANNON FALLS, AT
 PP0297'TRUNK HIGHWAY 52 MILE POINT 96.95, 52.0 FT (15.8 M) EAST OF NORTHBOUND
 PP0297'TRUNK HIGHWAY 52, 3.5 FT (1.1 M) NORTH OF A CULVERT MARKER POST, IN
 PP0297'THE SOUTHEAST HEADWALL OF A TRUNK HIGHWAY 52 BOX CULVERT.
 PP0297'
 PP0297'THE SURVEY MARK HAS BEEN DEEMED UNSAFE DUE TO FALL RISK AND HAS BEEN
 PP0297'ABANDONED FOR MNDOT GEODETIC USE.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DQ7571 ***********************************************************************
 DQ7571  DESIGNATION -  2506 AU
 DQ7571  PID         -  DQ7571
 DQ7571  STATE/COUNTY-  MN/GOODHUE
 DQ7571  COUNTRY     -  US
 DQ7571  USGS QUAD   -  CANNON FALLS (2019)
 DQ7571
 DQ7571                         *CURRENT SURVEY CONTROL
 DQ7571  ______________________________________________________________________
 DQ7571* NAD 83(1986) POSITION- 44 30 09.57   (N) 092 54 51.62   (W)   HD_HELD1
 DQ7571* NAVD 88 ORTHO HEIGHT -   250.677 (meters)      822.43  (feet) ADJUSTED
 DQ7571  ______________________________________________________________________
 DQ7571  GEOID HEIGHT    -        -29.313 (meters)                     GEOID18
 DQ7571  DYNAMIC HEIGHT  -        250.640 (meters)      822.31  (feet) COMP
 DQ7571  MODELED GRAVITY -    980,466.6   (mgal)                       NAVD 88
 DQ7571
 DQ7571  VERT ORDER      -  SECOND    CLASS I
 DQ7571
 DQ7571.The horizontal coordinates were determined by differentially corrected
 DQ7571.hand held GPS observations or other comparable positioning techniques
 DQ7571.and have an estimated accuracy of +/- 3 meters.
 DQ7571
 DQ7571.The orthometric height was determined by differential leveling and
 DQ7571.adjusted by the NATIONAL GEODETIC SURVEY
 DQ7571.in May 2019.
 DQ7571
 DQ7571.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ7571.GEOID18 height accuracy estimate available here.
 DQ7571
 DQ7571.Click photographs - Photos may exist for this station.
 DQ7571
 DQ7571.The dynamic height is computed by dividing the NAVD 88
 DQ7571.geopotential number by the normal gravity value computed on the
 DQ7571.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ7571.degrees latitude (g = 980.6199 gals.).
 DQ7571
 DQ7571.The modeled gravity was interpolated from observed gravity values.
 DQ7571
 DQ7571;                    North         East    Units  Estimated Accuracy
 DQ7571;SPC MN S     -   267,535.6     886,329.0     MT  (+/- 3 meters HH1 GPS) 
 DQ7571
 DQ7571_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWK0680927708(NAD 83)
 DQ7571
 DQ7571                          SUPERSEDED SURVEY CONTROL
 DQ7571
 DQ7571.No superseded survey control is available for this station.
 DQ7571
 DQ7571_MARKER: F = FLANGE-ENCASED ROD
 DQ7571_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DQ7571_STAMPING: 2506 AU 2017
 DQ7571_MARK LOGO: MNDT
 DQ7571_PROJECTION: RECESSED 5 CENTIMETERS
 DQ7571_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DQ7571_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ7571_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ7571+SATELLITE: SATELLITE OBSERVATIONS - September 28, 2023
 DQ7571_ROD/PIPE-DEPTH: 14.6 meters
 DQ7571
 DQ7571  HISTORY     - Date     Condition        Report By
 DQ7571  HISTORY     - 20170509 MONUMENTED       MNDT
 DQ7571  HISTORY     - 20230928 GOOD             MNDT
 DQ7571
 DQ7571                          STATION DESCRIPTION
 DQ7571
 DQ7571'DESCRIBED BY MN DEPT OF TRANSP 2017
 DQ7571'THE MARK IS LOCATED ABOUT IN CANNON FALLS.
 DQ7571'
 DQ7571'TO REACH THE MARK GO 0.35 MI (0.56 KM) SOUTHEAST ALONG TRUNK HIGHWAY
 DQ7571'52 FROM THE JUNCTION OF TRUNK HIGHWAY 52 AND TRUNK HIGHWAY 19 IN
 DQ7571'CANNON FALLS, AT TRUNK HIGHWAY 52 MILE POINT 97.65.
 DQ7571'
 DQ7571'THE MARK IS LOCATED 35.9 FT (10.9 M) SOUTHWEST OF NORTHBOUND TRUNK
 DQ7571'HIGHWAY 52, 47.8 FT (14.6 M) NORTHEAST OF SOUTHBOUND TRUNK HIGHWAY 52,
 DQ7571'1.5 FT (0.5 M) NORTHEAST OF A WITNESS POST.
 DQ7571'
 DQ7571'NOTE - THE STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM
 DQ7571'ROD DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION REMOVABLE
 DQ7571'DISK SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH
 DQ7571'PVC PIPE BACK FILLED WITH WASHED SAND.
 DQ7571
 DQ7571                          STATION RECOVERY (2023)
 DQ7571
 DQ7571'RECOVERY NOTE BY MN DEPT OF TRANSP 2023 (MJS)
 DQ7571'IN CANNON FALLS, 0.35 MI (0.56 KM) SOUTHEAST ALONG TRUNK HIGHWAY 52
 DQ7571'FROM THE JUNCTION OF TRUNK HIGHWAY 52 AND TRUNK HIGHWAY 19 IN CANNON
 DQ7571'FALLS, AT TRUNK HIGHWAY 52 MILE POINT 97.65, 35.9 FT (10.9 M)
 DQ7571'SOUTHWEST OF NORTHBOUND TRUNK HIGHWAY 52, 47.8 FT (14.6 M) NORTHEAST
 DQ7571'OF SOUTHBOUND TRUNK HIGHWAY 52, 1.5 FT (0.5 M) NORTHEAST OF A WITNESS
 DQ7571'POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DQ7570 ***********************************************************************
 DQ7570  DESIGNATION -  2506 AV
 DQ7570  PID         -  DQ7570
 DQ7570  STATE/COUNTY-  MN/GOODHUE
 DQ7570  COUNTRY     -  US
 DQ7570  USGS QUAD   -  SOGN (2019)
 DQ7570
 DQ7570                         *CURRENT SURVEY CONTROL
 DQ7570  ______________________________________________________________________
 DQ7570* NAD 83(1986) POSITION- 44 29 00.51   (N) 092 54 28.41   (W)   HD_HELD1
 DQ7570* NAVD 88 ORTHO HEIGHT -   282.059 (meters)      925.39  (feet) ADJUSTED
 DQ7570  ______________________________________________________________________
 DQ7570  GEOID HEIGHT    -        -29.335 (meters)                     GEOID18
 DQ7570  DYNAMIC HEIGHT  -        282.018 (meters)      925.25  (feet) COMP
 DQ7570  MODELED GRAVITY -    980,466.3   (mgal)                       NAVD 88
 DQ7570
 DQ7570  VERT ORDER      -  SECOND    CLASS I
 DQ7570
 DQ7570.The horizontal coordinates were determined by differentially corrected
 DQ7570.hand held GPS observations or other comparable positioning techniques
 DQ7570.and have an estimated accuracy of +/- 3 meters.
 DQ7570
 DQ7570.The orthometric height was determined by differential leveling and
 DQ7570.adjusted by the NATIONAL GEODETIC SURVEY
 DQ7570.in May 2019.
 DQ7570
 DQ7570.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ7570.GEOID18 height accuracy estimate available here.
 DQ7570
 DQ7570.Click photographs - Photos may exist for this station.
 DQ7570
 DQ7570.The dynamic height is computed by dividing the NAVD 88
 DQ7570.geopotential number by the normal gravity value computed on the
 DQ7570.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ7570.degrees latitude (g = 980.6199 gals.).
 DQ7570
 DQ7570.The modeled gravity was interpolated from observed gravity values.
 DQ7570
 DQ7570;                    North         East    Units  Estimated Accuracy
 DQ7570;SPC MN S     -   265,411.1     886,870.1     MT  (+/- 3 meters HH1 GPS) 
 DQ7570
 DQ7570_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWK0732425577(NAD 83)
 DQ7570
 DQ7570                          SUPERSEDED SURVEY CONTROL
 DQ7570
 DQ7570.No superseded survey control is available for this station.
 DQ7570
 DQ7570_MARKER: F = FLANGE-ENCASED ROD
 DQ7570_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DQ7570_STAMPING: 2506 AV 2017
 DQ7570_MARK LOGO: MNDT
 DQ7570_PROJECTION: RECESSED 8 CENTIMETERS
 DQ7570_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DQ7570_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ7570_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ7570+SATELLITE: SATELLITE OBSERVATIONS - September 28, 2023
 DQ7570_ROD/PIPE-DEPTH: 19.8 meters
 DQ7570
 DQ7570  HISTORY     - Date     Condition        Report By
 DQ7570  HISTORY     - 20170509 MONUMENTED       MNDT
 DQ7570  HISTORY     - 20230928 GOOD             MNDT
 DQ7570
 DQ7570                          STATION DESCRIPTION
 DQ7570
 DQ7570'DESCRIBED BY MN DEPT OF TRANSP 2017
 DQ7570'THE STATION IS LOCATED ABOUT 6.3 MI (10.1 KM) EAST-SOUTHEAST OF
 DQ7570'RANDOLPH, 5.4 MI (8.7 KM) NORTH OF SOGN AND 1.6 MI (2.6 KM) SOUTH OF
 DQ7570'CANNON FALLS.
 DQ7570'
 DQ7570'TO REACH THE MARK GO 1.7 MI (2.7 KM) SOUTHEAST ALONG TRUNK HIGHWAY 52
 DQ7570'FROM THE JUNCTION OF TRUNK HIGHWAY 52 AND TRUNK HIGHWAY 19 IN CANNON
 DQ7570'FALLS, AT TRUNK HIGHWAY 52 MILE POINT 96.30.
 DQ7570'
 DQ7570'THE MARK IS LOCATED 75.8 FT (23.1 M) WEST OF SOUTHBOUND TRUNK HIGHWAY
 DQ7570'52, 12.4 FT (3.8 M) NORTHEAST OF A CABLE BOX, 92.2 FT (28.1 M) EAST OF
 DQ7570'THE EXIT RAMP FROM SOUTHBOUND TRUNK HIGHWAY 52 TO COUNTY ROAD 24, 1.5
 DQ7570'FT (0.5 M) EAST OF A WITNESS POST.
 DQ7570'
 DQ7570'NOTE-THE STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM ROD
 DQ7570'DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION REMOVABLE DISK
 DQ7570'SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH PVC
 DQ7570'PIPE BACK FILLED WITH WASHED SAND.
 DQ7570
 DQ7570                          STATION RECOVERY (2023)
 DQ7570
 DQ7570'RECOVERY NOTE BY MN DEPT OF TRANSP 2023 (MJS)
 DQ7570'IN CANNON FALLS, 1.7 MI (2.7 KM) SOUTHEAST ALONG TRUNK HIGHWAY 52 FROM
 DQ7570'THE JUNCTION OF TRUNK HIGHWAY 52 AND TRUNK HIGHWAY 19 IN CANNON FALLS,
 DQ7570'AT TRUNK HIGHWAY 52 MILE POINT 96.30, 75.8 FT (23.1 M) WEST OF
 DQ7570'SOUTHBOUND TRUNK HIGHWAY 52, 12.4 FT (3.8 M) NORTHEAST OF A CABLE BOX,
 DQ7570'92.2 FT (28.1 M) EAST OF THE EXIT RAMP FROM SOUTHBOUND TRUNK HIGHWAY
 DQ7570'52 TO COUNTY ROAD 24, 1.5 FT (0.5 M) EAST OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DQ7564 ***********************************************************************
 DQ7564  DESIGNATION -  2506 AW
 DQ7564  PID         -  DQ7564
 DQ7564  STATE/COUNTY-  MN/GOODHUE
 DQ7564  COUNTRY     -  US
 DQ7564  USGS QUAD   -  SOGN (2019)
 DQ7564
 DQ7564                         *CURRENT SURVEY CONTROL
 DQ7564  ______________________________________________________________________
 DQ7564* NAD 83(1986) POSITION- 44 26 58.69   (N) 092 53 46.53   (W)   HD_HELD1
 DQ7564* NAVD 88 ORTHO HEIGHT -   285.758 (meters)      937.52  (feet) ADJUSTED
 DQ7564  ______________________________________________________________________
 DQ7564  GEOID HEIGHT    -        -29.368 (meters)                     GEOID18
 DQ7564  DYNAMIC HEIGHT  -        285.714 (meters)      937.38  (feet) COMP
 DQ7564  MODELED GRAVITY -    980,459.3   (mgal)                       NAVD 88
 DQ7564
 DQ7564  VERT ORDER      -  SECOND    CLASS I
 DQ7564
 DQ7564.The horizontal coordinates were determined by differentially corrected
 DQ7564.hand held GPS observations or other comparable positioning techniques
 DQ7564.and have an estimated accuracy of +/- 3 meters.
 DQ7564
 DQ7564.The orthometric height was determined by differential leveling and
 DQ7564.adjusted by the NATIONAL GEODETIC SURVEY
 DQ7564.in May 2019.
 DQ7564
 DQ7564.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ7564.GEOID18 height accuracy estimate available here.
 DQ7564
 DQ7564.Click photographs - Photos may exist for this station.
 DQ7564
 DQ7564.The dynamic height is computed by dividing the NAVD 88
 DQ7564.geopotential number by the normal gravity value computed on the
 DQ7564.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ7564.degrees latitude (g = 980.6199 gals.).
 DQ7564
 DQ7564.The modeled gravity was interpolated from observed gravity values.
 DQ7564
 DQ7564;                    North         East    Units  Estimated Accuracy
 DQ7564;SPC MN S     -   261,664.0     887,846.1     MT  (+/- 3 meters HH1 GPS) 
 DQ7564
 DQ7564_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWK0825421820(NAD 83)
 DQ7564
 DQ7564                          SUPERSEDED SURVEY CONTROL
 DQ7564
 DQ7564.No superseded survey control is available for this station.
 DQ7564
 DQ7564_MARKER: F = FLANGE-ENCASED ROD
 DQ7564_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DQ7564_STAMPING: 2506 AW 2017
 DQ7564_MARK LOGO: MNDT
 DQ7564_PROJECTION: RECESSED 8 CENTIMETERS
 DQ7564_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DQ7564_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ7564_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ7564+SATELLITE: SATELLITE OBSERVATIONS - August 25, 2023
 DQ7564_ROD/PIPE-DEPTH: 11.9 meters
 DQ7564
 DQ7564  HISTORY     - Date     Condition        Report By
 DQ7564  HISTORY     - 20170509 MONUMENTED       MNDT
 DQ7564  HISTORY     - 20230825 GOOD             MNDT
 DQ7564
 DQ7564                          STATION DESCRIPTION
 DQ7564
 DQ7564'DESCRIBED BY MN DEPT OF TRANSP 2017
 DQ7564'THE MARK IS LOCATED ABOUT 4.0 MI (6.4 KM) SOUTH OF CANNON FALLS.
 DQ7564'
 DQ7564'TO REACH THE MARK GO 4.2 MI (6.8 KM) SOUTHEAST ALONG TRUNK HIGHWAY 52
 DQ7564'FROM THE JUNCTION OF TRUNK HIGHWAY 52 AND TRUNK HIGHWAY 19 IN CANNON
 DQ7564'FALLS, AT TRUNK HIGHWAY 52 MILE POINT 93.85.
 DQ7564'
 DQ7564'THE MARK IS LOCATED 62.2 FT (19.0 M) EAST-NORTHEAST OF SOUTHBOUND
 DQ7564'TRUNK HIGHWAY 52, 74.5 FT (22.7 M) WEST-SOUTHWEST OF NORTHBOUND TRUNK
 DQ7564'HIGHWAY 52, 98.3 FT (30.0 M) NORTH-NORTHWEST OF A CROSS OVER FOR THE
 DQ7564'SKUNK HOLLOW TRAIL, 1.5 FT (0.5 M) WEST-NORTHWEST OF A WITNESS POST.
 DQ7564'
 DQ7564'NOTE-THE STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM ROD
 DQ7564'DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION REMOVABLE DISK
 DQ7564'SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH PVC
 DQ7564'PIPE BACK FILLED WITH WASHED SAND.
 DQ7564
 DQ7564                          STATION RECOVERY (2023)
 DQ7564
 DQ7564'RECOVERY NOTE BY MN DEPT OF TRANSP 2023 (MJS)
 DQ7564'4.0 MI (6.4 KM) SOUTH OF CANNON FALLS, 4.2 MI (6.8 KM) SOUTHEAST ALONG
 DQ7564'TRUNK HIGHWAY 52 FROM THE JUNCTION OF TRUNK HIGHWAY 52 AND TRUNK
 DQ7564'HIGHWAY 19 IN CANNON FALLS, AT TRUNK HIGHWAY 52 MILE POINT 93.85, 62.2
 DQ7564'FT (19.0 M) EAST-NORTHEAST OF SOUTHBOUND TRUNK HIGHWAY 52, 74.5 FT
 DQ7564'(22.7 M) WEST-SOUTHWEST OF NORTHBOUND TRUNK HIGHWAY 52, 98.3 FT (30.0
 DQ7564'M) NORTH-NORTHWEST OF A CROSS-OVER FOR THE SKUNK HOLLOW TRAIL, 1.5 FT
 DQ7564'(0.5 M) WEST-NORTHWEST OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DQ7559 ***********************************************************************
 DQ7559  DESIGNATION -  2506 AX
 DQ7559  PID         -  DQ7559
 DQ7559  STATE/COUNTY-  MN/GOODHUE
 DQ7559  COUNTRY     -  US
 DQ7559  USGS QUAD   -  SOGN (2019)
 DQ7559
 DQ7559                         *CURRENT SURVEY CONTROL
 DQ7559  ______________________________________________________________________
 DQ7559* NAD 83(1986) POSITION- 44 25 19.92   (N) 092 52 36.13   (W)   HD_HELD1
 DQ7559* NAVD 88 ORTHO HEIGHT -   360.641 (meters)     1183.20  (feet) ADJUSTED
 DQ7559  ______________________________________________________________________
 DQ7559  GEOID HEIGHT    -        -29.419 (meters)                     GEOID18
 DQ7559  DYNAMIC HEIGHT  -        360.585 (meters)     1183.02  (feet) COMP
 DQ7559  MODELED GRAVITY -    980,452.4   (mgal)                       NAVD 88
 DQ7559
 DQ7559  VERT ORDER      -  SECOND    CLASS I
 DQ7559
 DQ7559.The horizontal coordinates were determined by differentially corrected
 DQ7559.hand held GPS observations or other comparable positioning techniques
 DQ7559.and have an estimated accuracy of +/- 3 meters.
 DQ7559
 DQ7559.The orthometric height was determined by differential leveling and
 DQ7559.adjusted by the NATIONAL GEODETIC SURVEY
 DQ7559.in May 2019.
 DQ7559
 DQ7559.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ7559.GEOID18 height accuracy estimate available here.
 DQ7559
 DQ7559.Click photographs - Photos may exist for this station.
 DQ7559
 DQ7559.The dynamic height is computed by dividing the NAVD 88
 DQ7559.geopotential number by the normal gravity value computed on the
 DQ7559.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ7559.degrees latitude (g = 980.6199 gals.).
 DQ7559
 DQ7559.The modeled gravity was interpolated from observed gravity values.
 DQ7559
 DQ7559;                    North         East    Units  Estimated Accuracy
 DQ7559;SPC MN S     -   258,637.0     889,444.3     MT  (+/- 3 meters HH1 GPS) 
 DQ7559
 DQ7559_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWK0981418774(NAD 83)
 DQ7559
 DQ7559                          SUPERSEDED SURVEY CONTROL
 DQ7559
 DQ7559.No superseded survey control is available for this station.
 DQ7559
 DQ7559_MARKER: I = METAL ROD
 DQ7559_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DQ7559_STAMPING: 2506 AX 2017
 DQ7559_MARK LOGO: MNDT
 DQ7559_PROJECTION: RECESSED 8 CENTIMETERS
 DQ7559_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DQ7559_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ7559_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ7559+SATELLITE: SATELLITE OBSERVATIONS - August 30, 2023
 DQ7559_ROD/PIPE-DEPTH: 10.4 meters
 DQ7559
 DQ7559  HISTORY     - Date     Condition        Report By
 DQ7559  HISTORY     - 20170509 MONUMENTED       MNDT
 DQ7559  HISTORY     - 20200422 GOOD             MNDT
 DQ7559  HISTORY     - 20230830 GOOD             MNDT
 DQ7559
 DQ7559                          STATION DESCRIPTION
 DQ7559
 DQ7559'DESCRIBED BY MN DEPT OF TRANSP 2017
 DQ7559'THE MARK IS LOCATED ABOUT 6.15 MI (9.90 KM) SOUTH OF CANNON FALLS.
 DQ7559'
 DQ7559'TO REACH THE MARK GO 6.35 MI (10.22 KM) SOUTHEAST ALONG TRUNK HIGHWAY
 DQ7559'52 FROM THE JUNCTION OF TRUNK HIGHWAY 52 AND TRUNK HIGHWAY 19 IN
 DQ7559'CANNON FALLS, AT TRUNK HIGHWAY 52 MILE POINT 91.70.
 DQ7559'
 DQ7559'THE MARK IS LOCATED 28.4 FT (8.7 M) SOUTHWEST OF SOUTHBOUND TRUNK
 DQ7559'HIGHWAY 52, 111.3 FT (33.9 M) SOUTHEAST OF MAPLE WAY, 1.5 FT (0.5 M)
 DQ7559'NORTHEAST OF A WITNESS POST.
 DQ7559'
 DQ7559'NOTE-THE STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM ROD
 DQ7559'DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION REMOVABLE DISK
 DQ7559'SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH PVC
 DQ7559'PIPE BACK FILLED WITH WASHED SAND.
 DQ7559
 DQ7559                          STATION RECOVERY (2020)
 DQ7559
 DQ7559'RECOVERY NOTE BY MN DEPT OF TRANSP 2020 (SEL)
 DQ7559'RECOVERED IN GOOD CONDITION.
 DQ7559
 DQ7559                          STATION RECOVERY (2023)
 DQ7559
 DQ7559'RECOVERY NOTE BY MN DEPT OF TRANSP 2023 (MJS)
 DQ7559'6.15 MI (9.90 KM) SOUTH OF CANNON FALLS, 6.35 MI (10.22 KM) SOUTHEAST
 DQ7559'ALONG TRUNK HIGHWAY 52 FROM THE JUNCTION OF TRUNK HIGHWAY 52 AND TRUNK
 DQ7559'HIGHWAY 19 IN CANNON FALLS, AT TRUNK HIGHWAY 52 MILE POINT 91.70, 28.4
 DQ7559'FT (8.7 M) SOUTHWEST OF SOUTHBOUND TRUNK HIGHWAY 52, 111.3 FT (33.9 M)
 DQ7559'SOUTHEAST OF MAPLE WAY, 1.5 FT (0.5 M) NORTHEAST OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DQ7554 ***********************************************************************
 DQ7554  DESIGNATION -  2506 AY
 DQ7554  PID         -  DQ7554
 DQ7554  STATE/COUNTY-  MN/GOODHUE
 DQ7554  COUNTRY     -  US
 DQ7554  USGS QUAD   -  WHITE ROCK (2019)
 DQ7554
 DQ7554                         *CURRENT SURVEY CONTROL
 DQ7554  ______________________________________________________________________
 DQ7554* NAD 83(1986) POSITION- 44 23 59.38   (N) 092 50 37.93   (W)   HD_HELD1
 DQ7554* NAVD 88 ORTHO HEIGHT -   362.759 (meters)     1190.15  (feet) ADJUSTED
 DQ7554  ______________________________________________________________________
 DQ7554  GEOID HEIGHT    -        -29.521 (meters)                     GEOID18
 DQ7554  DYNAMIC HEIGHT  -        362.699 (meters)     1189.96  (feet) COMP
 DQ7554  MODELED GRAVITY -    980,443.9   (mgal)                       NAVD 88
 DQ7554
 DQ7554  VERT ORDER      -  SECOND    CLASS I
 DQ7554
 DQ7554.The horizontal coordinates were determined by differentially corrected
 DQ7554.hand held GPS observations or other comparable positioning techniques
 DQ7554.and have an estimated accuracy of +/- 3 meters.
 DQ7554
 DQ7554.The orthometric height was determined by differential leveling and
 DQ7554.adjusted by the NATIONAL GEODETIC SURVEY
 DQ7554.in May 2019.
 DQ7554
 DQ7554.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ7554.GEOID18 height accuracy estimate available here.
 DQ7554
 DQ7554.Click photographs - Photos may exist for this station.
 DQ7554
 DQ7554.The dynamic height is computed by dividing the NAVD 88
 DQ7554.geopotential number by the normal gravity value computed on the
 DQ7554.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ7554.degrees latitude (g = 980.6199 gals.).
 DQ7554
 DQ7554.The modeled gravity was interpolated from observed gravity values.
 DQ7554
 DQ7554;                    North         East    Units  Estimated Accuracy
 DQ7554;SPC MN S     -   256,187.9     892,093.7     MT  (+/- 3 meters HH1 GPS) 
 DQ7554
 DQ7554_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWK1243316294(NAD 83)
 DQ7554
 DQ7554                          SUPERSEDED SURVEY CONTROL
 DQ7554
 DQ7554.No superseded survey control is available for this station.
 DQ7554
 DQ7554_MARKER: F = FLANGE-ENCASED ROD
 DQ7554_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DQ7554_STAMPING: 2506 AY 2017
 DQ7554_MARK LOGO: MNDT
 DQ7554_PROJECTION: RECESSED 8 CENTIMETERS
 DQ7554_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DQ7554_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ7554_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ7554+SATELLITE: SATELLITE OBSERVATIONS - August 29, 2023
 DQ7554_ROD/PIPE-DEPTH: 6.4 meters
 DQ7554
 DQ7554  HISTORY     - Date     Condition        Report By
 DQ7554  HISTORY     - 20170510 MONUMENTED       MNDT
 DQ7554  HISTORY     - 20191030 GOOD             MNDT
 DQ7554  HISTORY     - 20230829 GOOD             MNDT
 DQ7554
 DQ7554                          STATION DESCRIPTION
 DQ7554
 DQ7554'DESCRIBED BY MN DEPT OF TRANSP 2017
 DQ7554'THE MARK IS LOCATED ABOUT 8.2 MI (13.2 KM) SOUTH OF CANNON FALLS.
 DQ7554'
 DQ7554'TO REACH THE MARK GO 8.6 MI (13.8 KM) SOUTHEAST ALONG TRUNK HIGHWAY 52
 DQ7554'FROM THE JUNCTION OF TRUNK HIGHWAY 52 AND TRUNK HIGHWAY 19 IN CANNON
 DQ7554'FALLS, AT TRUNK HIGHWAY 52 MILE POINT 89.45.
 DQ7554'
 DQ7554'THE MARK IS LOCATED 75.5 FT (23.0 M) NORTHEAST OF NORTHBOUND TRUNK
 DQ7554'HIGHWAY 52 FOG LINE, 1.5 FT (0.5 M) SOUTHWEST OF A WITNESS POST.
 DQ7554'
 DQ7554'NOTE-THE STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM ROD
 DQ7554'DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION REMOVABLE DISK
 DQ7554'SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH PVC
 DQ7554'PIPE BACK FILLED WITH WASHED SAND.
 DQ7554
 DQ7554                          STATION RECOVERY (2019)
 DQ7554
 DQ7554'RECOVERY NOTE BY MN DEPT OF TRANSP 2019 (MPP)
 DQ7554'8.2 MI (13.2 KM) SOUTH OF CANNON FALLS, 8.6 MI (13.8 KM) SOUTHEAST
 DQ7554'ALONG TRUNK HIGHWAY 52 FROM THE JUNCTION OF TRUNK HIGHWAY 52 AND TRUNK
 DQ7554'HIGHWAY 19 IN CANNON FALLS, AT TRUNK HIGHWAY 52 MILE POINT 89.45, 75.5
 DQ7554'FT (23.0 M) NORTHEAST OF A NORTHBOUND TRUNK HIGHWAY 52 FOG LINE, 1.5
 DQ7554'FT (0.5 M) SOUTHWEST OF A WITNESS POST.
 DQ7554
 DQ7554                          STATION RECOVERY (2023)
 DQ7554
 DQ7554'RECOVERY NOTE BY MN DEPT OF TRANSP 2023 (MJS)
 DQ7554'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DQ7550 ***********************************************************************
 DQ7550  DESIGNATION -  2506 AZ
 DQ7550  PID         -  DQ7550
 DQ7550  STATE/COUNTY-  MN/GOODHUE
 DQ7550  COUNTRY     -  US
 DQ7550  USGS QUAD   -  WANAMINGO (2019)
 DQ7550
 DQ7550                         *CURRENT SURVEY CONTROL
 DQ7550  ______________________________________________________________________
 DQ7550* NAD 83(1986) POSITION- 44 20 49.91   (N) 092 46 21.93   (W)   HD_HELD1
 DQ7550* NAVD 88 ORTHO HEIGHT -   377.285 (meters)     1237.81  (feet) ADJUSTED
 DQ7550  ______________________________________________________________________
 DQ7550  GEOID HEIGHT    -        -29.727 (meters)                     GEOID18
 DQ7550  DYNAMIC HEIGHT  -        377.216 (meters)     1237.58  (feet) COMP
 DQ7550  MODELED GRAVITY -    980,424.1   (mgal)                       NAVD 88
 DQ7550
 DQ7550  VERT ORDER      -  SECOND    CLASS I
 DQ7550
 DQ7550.The horizontal coordinates were determined by differentially corrected
 DQ7550.hand held GPS observations or other comparable positioning techniques
 DQ7550.and have an estimated accuracy of +/- 3 meters.
 DQ7550
 DQ7550.The orthometric height was determined by differential leveling and
 DQ7550.adjusted by the NATIONAL GEODETIC SURVEY
 DQ7550.in May 2019.
 DQ7550
 DQ7550.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ7550.GEOID18 height accuracy estimate available here.
 DQ7550
 DQ7550.Click photographs - Photos may exist for this station.
 DQ7550
 DQ7550.The dynamic height is computed by dividing the NAVD 88
 DQ7550.geopotential number by the normal gravity value computed on the
 DQ7550.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ7550.degrees latitude (g = 980.6199 gals.).
 DQ7550
 DQ7550.The modeled gravity was interpolated from observed gravity values.
 DQ7550
 DQ7550;                    North         East    Units  Estimated Accuracy
 DQ7550;SPC MN S     -   250,423.3     897,845.6     MT  (+/- 3 meters HH1 GPS) 
 DQ7550
 DQ7550_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWK1811210461(NAD 83)
 DQ7550
 DQ7550                          SUPERSEDED SURVEY CONTROL
 DQ7550
 DQ7550.No superseded survey control is available for this station.
 DQ7550
 DQ7550_MARKER: I = METAL ROD
 DQ7550_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DQ7550_STAMPING: 2506 AZ 2017
 DQ7550_MARK LOGO: MNDT
 DQ7550_PROJECTION: RECESSED 8 CENTIMETERS
 DQ7550_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DQ7550_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ7550_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ7550+SATELLITE: SATELLITE OBSERVATIONS - September 08, 2023
 DQ7550_ROD/PIPE-DEPTH: 14.9 meters
 DQ7550
 DQ7550  HISTORY     - Date     Condition        Report By
 DQ7550  HISTORY     - 20170509 MONUMENTED       MNDT
 DQ7550  HISTORY     - 20200422 GOOD             MNDT
 DQ7550  HISTORY     - 20230908 GOOD             MNDT
 DQ7550
 DQ7550                          STATION DESCRIPTION
 DQ7550
 DQ7550'DESCRIBED BY MN DEPT OF TRANSP 2017
 DQ7550'THE MARK IS LOCATED ABOUT 6.25 MI (10.06 KM) NORTHWEST OF ZUMBROTA.
 DQ7550'
 DQ7550'TO REACH THE MARK GO 6.05 MI (9.73 KM) NORTHWEST ALONG TRUNK HIGHWAY
 DQ7550'52 FROM THE NORTH JUNCTION OF TRUNK HIGHWAY 52 AND TRUNK HIGHWAY 60 IN
 DQ7550'ZUMBROTA, AT TRUNK HIGHWAY 52 MILE POINT 84.40.
 DQ7550'
 DQ7550'THE MARK IS LOCATED 48.1 FT (14.7 M) SOUTHWEST OF SOUTHBOUND TRUNK
 DQ7550'HIGHWAY 52 FOG LINE, 87.4 FT (26.6 M) SOUTHEAST OF 415TH STREET, 86.7
 DQ7550'FT (26.4 M) NORTH-NORTHEAST OF A POWER POLE NUMBER 162, 1.5 FT (0.5 M)
 DQ7550'NORTHEAST OF A WITNESS POST.
 DQ7550'
 DQ7550'NOTE-THE STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM ROD
 DQ7550'DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION REMOVABLE DISK
 DQ7550'SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH PVC
 DQ7550'PIPE BACK FILLED WITH WASHED SAND.
 DQ7550
 DQ7550                          STATION RECOVERY (2020)
 DQ7550
 DQ7550'RECOVERY NOTE BY MN DEPT OF TRANSP 2020 (SEL)
 DQ7550'RECOVERED IN GOOD CONDITION.
 DQ7550
 DQ7550                          STATION RECOVERY (2023)
 DQ7550
 DQ7550'RECOVERY NOTE BY MN DEPT OF TRANSP 2023 (MJS)
 DQ7550'6.25 MI (10.06 KM) NORTHWEST OF ZUMBROTA, 6.05 MI (9.73 KM) NORTHWEST
 DQ7550'ALONG TRUNK HIGHWAY 52 FROM THE NORTH JUNCTION OF TRUNK HIGHWAY 52 AND
 DQ7550'TRUNK HIGHWAY 60 IN ZUMBROTA, AT TRUNK HIGHWAY 52 MILE POINT 84.40,
 DQ7550'48.1 FT (14.7 M) SOUTHWEST OF A SOUTHBOUND TRUNK HIGHWAY 52 FOG LINE,
 DQ7550'87.4 FT (26.6 M) SOUTHEAST OF 415TH STREET, 86.7 FT (26.4 M)
 DQ7550'NORTH-NORTHEAST OF A POWER POLE NUMBER 162, 1.5 FT (0.5 M) NORTHEAST
 DQ7550'OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 PP0361 ***********************************************************************
 PP0361  DESIGNATION -  2506 B
 PP0361  PID         -  PP0361
 PP0361  STATE/COUNTY-  MN/GOODHUE
 PP0361  COUNTRY     -  US
 PP0361  USGS QUAD   -  ZUMBROTA (2019)
 PP0361
 PP0361                         *CURRENT SURVEY CONTROL
 PP0361  ______________________________________________________________________
 PP0361* NAD 83(1986) POSITION- 44 17 13.17   (N) 092 40 43.65   (W)   HD_HELD1
 PP0361* NAVD 88 ORTHO HEIGHT -   314.686 (meters)     1032.43  (feet) ADJUSTED
 PP0361  ______________________________________________________________________
 PP0361  GEOID HEIGHT    -        -29.938 (meters)                     GEOID18
 PP0361  DYNAMIC HEIGHT  -        314.628 (meters)     1032.24  (feet) COMP
 PP0361  MODELED GRAVITY -    980,425.7   (mgal)                       NAVD 88
 PP0361
 PP0361  VERT ORDER      -  SECOND    CLASS I
 PP0361
 PP0361.The horizontal coordinates were determined by differentially corrected
 PP0361.hand held GPS observations or other comparable positioning techniques
 PP0361.and have an estimated accuracy of +/- 3 meters.
 PP0361
 PP0361.The orthometric height was determined by differential leveling and
 PP0361.adjusted by the NATIONAL GEODETIC SURVEY
 PP0361.in May 2019.
 PP0361
 PP0361.Significant digits in the geoid height do not necessarily reflect accuracy.
 PP0361.GEOID18 height accuracy estimate available here.
 PP0361
 PP0361.Click photographs - Photos may exist for this station.
 PP0361
 PP0361.The dynamic height is computed by dividing the NAVD 88
 PP0361.geopotential number by the normal gravity value computed on the
 PP0361.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP0361.degrees latitude (g = 980.6199 gals.).
 PP0361
 PP0361.The modeled gravity was interpolated from observed gravity values.
 PP0361
 PP0361;                    North         East    Units  Estimated Accuracy
 PP0361;SPC MN S     -   243,851.5     905,444.9     MT  (+/- 3 meters HH1 GPS) 
 PP0361
 PP0361_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWK2562803799(NAD 83)
 PP0361
 PP0361                          SUPERSEDED SURVEY CONTROL
 PP0361
 PP0361  NAVD 88 (06/15/91)  314.694  (m)         1032.46   (f) SUPERSEDED  2 1
 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
 PP0361.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PP0361.See file dsdata.pdf to determine how the superseded data were derived.
 PP0361
 PP0361_MARKER: DB = BENCH MARK DISK
 PP0361_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 PP0361_STAMPING: 1032 2506 B 1961
 PP0361_MARK LOGO: MNHD
 PP0361_PROJECTION: RECESSED 15 CENTIMETERS
 PP0361_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 PP0361_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PP0361_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 PP0361+SATELLITE: SATELLITE OBSERVATIONS - September 08, 2023
 PP0361
 PP0361  HISTORY     - Date     Condition        Report By
 PP0361  HISTORY     - 1961     MONUMENTED       MNDT
 PP0361  HISTORY     - 1972     GOOD             MNDT
 PP0361  HISTORY     - 20040918 GOOD             USPSQD
 PP0361  HISTORY     - 20050405 GOOD             MNDT
 PP0361  HISTORY     - 20090624 GOOD             MNDT
 PP0361  HISTORY     - 20161110 GOOD             MNDT
 PP0361  HISTORY     - 20230908 GOOD             MNDT
 PP0361
 PP0361                          STATION DESCRIPTION
 PP0361
 PP0361'DESCRIBED BY MN DEPT OF TRANSP 1972
 PP0361'0.7 MI SW FROM ZUMBROTA.
 PP0361'MARK IS LOCATED 0.9 MILES SOUTH ALONG T.H. 58 FROM THE JUNCTION OF
 PP0361'T.H. 58 AND COUNTY ROAD 10 IN ZUMBROTA, THENCE 0.5 MILES NORTHWEST
 PP0361'ALONG T.H. 52, 100 FEET NORTHEAST OF THE CENTERLINE OF THE NORTHBOUND
 PP0361'LANE OF T.H. 52 AT MILE POINT 77.8 (STA. 1130+00), 118 FEET NORTH OF A
 PP0361'POWER POLE AT THE P.I. OF THE POLE LINE, 86 FEET EAST OF THE EAST LEG
 PP0361'OF A HIGHWAY SIGN WANAMINGO - NEXT RIGHT, 76 FEET SOUTH OF THE
 PP0361'NORTHEAST END OF A 24 INCH CONCRETE CULVERT UNDER T.H. 52 NORTHBOUND,
 PP0361'0.2 FEET WEST OF A STEEL WITNESS POST IN THE TOP OF A 6 FOOT PRECAST
 PP0361'CONCRETE MONUMENT SET 2 FEET LOWER THAN THE ROADWAY AND FLUSH WITH THE
 PP0361'GROUND.  SW 1/4 SECTION 36, T 110N, R 16W.
 PP0361
 PP0361                          STATION RECOVERY (2004)
 PP0361
 PP0361'RECOVERY NOTE BY US POWER SQUADRON 2004 (AEH)
 PP0361'MARK WAS FOUND 12 INCHES BELOW GRADE
 PP0361
 PP0361                          STATION RECOVERY (2005)
 PP0361
 PP0361'RECOVERY NOTE BY MN DEPT OF TRANSP 2005 (KMS)
 PP0361'0.7 MI (1.1 KM) SOUTHWEST OF ZUMBROTA, 0.9 MI (1.4 KM) SOUTH ALONG
 PP0361'TRUNK HIGHWAY 58 FROM THE JUNCTION OF TRUNK HIGHWAY 58 AND COUNTY ROAD
 PP0361'10 IN ZUMBROTA, 0.5 MI (0.8 KM) NORTHWEST OF THE JUNCTION OF TRUNK
 PP0361'HIGHWAY 58 AND TRUNK HIGHWAY 52, AT TRUNK HIGHWAY 52 MILE POINT 77.8,
 PP0361'100 FT (30.5 M) NORTHEAST OF NORTHBOUND TRUNK HIGHWAY 52.
 PP0361'
 PP0361'IT IS 118 FT (36.0 M) NORTH OF POWER POLE, 76 FT (23.2 M) SOUTH OF
 PP0361'NORTHEAST END OF CONCRETE CULVERT, 0.2 FT (6 CM) WEST OF A WITNESS
 PP0361'POST.
 PP0361
 PP0361                          STATION RECOVERY (2009)
 PP0361
 PP0361'RECOVERY NOTE BY MN DEPT OF TRANSP 2009 (WEF)
 PP0361'RECOVERED AS DESCRIBED.
 PP0361
 PP0361                          STATION RECOVERY (2016)
 PP0361
 PP0361'RECOVERY NOTE BY MN DEPT OF TRANSP 2016 (MPP)
 PP0361'RECOVERED AS DESCRIBED.
 PP0361
 PP0361                          STATION RECOVERY (2023)
 PP0361
 PP0361'RECOVERY NOTE BY MN DEPT OF TRANSP 2023 (MJS)
 PP0361'IN ZUMBROTA, 0.5 MI (0.8 KM) NORTHWEST ALONG TRUNK HIGHWAY 52 FROM THE
 PP0361'JUNCTION OF TRUNK HIGHWAY 58 AND TRUNK HIGHWAY 52 IN ZUMBROTA, AT
 PP0361'TRUNK HIGHWAY 52 MILE POINT 77.8, 100.0 FT (30.5 M) NORTHEAST OF
 PP0361'NORTHBOUND TRUNK HIGHWAY 52, 118.0 FT (36.0 M) NORTH OF A POWER POLE,
 PP0361'76.0 FT (23.2 M) SOUTH OF THE NORTHEAST END OF A CONCRETE CULVERT, 0.2
 PP0361'FT (6 CM) WEST OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DQ7547 ***********************************************************************
 DQ7547  DESIGNATION -  2506 BA
 DQ7547  PID         -  DQ7547
 DQ7547  STATE/COUNTY-  MN/GOODHUE
 DQ7547  COUNTRY     -  US
 DQ7547  USGS QUAD   -  ZUMBROTA (2019)
 DQ7547
 DQ7547                         *CURRENT SURVEY CONTROL
 DQ7547  ______________________________________________________________________
 DQ7547* NAD 83(1986) POSITION- 44 19 28.29   (N) 092 42 39.57   (W)   HD_HELD1
 DQ7547* NAVD 88 ORTHO HEIGHT -   302.408 (meters)      992.15  (feet) ADJUSTED
 DQ7547  ______________________________________________________________________
 DQ7547  GEOID HEIGHT    -        -29.891 (meters)                     GEOID18
 DQ7547  DYNAMIC HEIGHT  -        302.352 (meters)      991.97  (feet) COMP
 DQ7547  MODELED GRAVITY -    980,424.7   (mgal)                       NAVD 88
 DQ7547
 DQ7547  VERT ORDER      -  SECOND    CLASS I
 DQ7547
 DQ7547.The horizontal coordinates were determined by differentially corrected
 DQ7547.hand held GPS observations or other comparable positioning techniques
 DQ7547.and have an estimated accuracy of +/- 3 meters.
 DQ7547
 DQ7547.The orthometric height was determined by differential leveling and
 DQ7547.adjusted by the NATIONAL GEODETIC SURVEY
 DQ7547.in May 2019.
 DQ7547
 DQ7547.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ7547.GEOID18 height accuracy estimate available here.
 DQ7547
 DQ7547.Click photographs - Photos may exist for this station.
 DQ7547
 DQ7547.The dynamic height is computed by dividing the NAVD 88
 DQ7547.geopotential number by the normal gravity value computed on the
 DQ7547.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ7547.degrees latitude (g = 980.6199 gals.).
 DQ7547
 DQ7547.The modeled gravity was interpolated from observed gravity values.
 DQ7547
 DQ7547;                    North         East    Units  Estimated Accuracy
 DQ7547;SPC MN S     -   247,980.2     902,809.5     MT  (+/- 3 meters HH1 GPS) 
 DQ7547
 DQ7547_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWK2304407958(NAD 83)
 DQ7547
 DQ7547                          SUPERSEDED SURVEY CONTROL
 DQ7547
 DQ7547.No superseded survey control is available for this station.
 DQ7547
 DQ7547_MARKER: I = METAL ROD
 DQ7547_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DQ7547_STAMPING: 2506 BA 2017
 DQ7547_MARK LOGO: MNDT
 DQ7547_PROJECTION: RECESSED 8 CENTIMETERS
 DQ7547_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DQ7547_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ7547_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ7547+SATELLITE: SATELLITE OBSERVATIONS - September 07, 2023
 DQ7547_ROD/PIPE-DEPTH: 12.5 meters
 DQ7547
 DQ7547  HISTORY     - Date     Condition        Report By
 DQ7547  HISTORY     - 20170510 MONUMENTED       MNDT
 DQ7547  HISTORY     - 20200422 GOOD             MNDT
 DQ7547  HISTORY     - 20230907 GOOD             MNDT
 DQ7547
 DQ7547                          STATION DESCRIPTION
 DQ7547
 DQ7547'DESCRIBED BY MN DEPT OF TRANSP 2017
 DQ7547'THE MARK IS LOCATED ABOUT 2.75 MI (4.42 KM) NORTHWEST OF ZUMBROTA.
 DQ7547'
 DQ7547'TO REACH THE MARK GO 2.6 MI (4.2 KM) NORTHWEST ALONG TRUNK HIGHWAY 52
 DQ7547'FROM THE NORTH JUNCTION OF TRUNK HIGHWAY 52 AND TRUNK HIGHWAY 60 IN
 DQ7547'ZUMBROTA, AT TRUNK HIGHWAY 52 MILE POINT 80.9.
 DQ7547'
 DQ7547'TO REACH THE MARK GO 65.4 FT (19.9 M) NORTHEAST OF NORTHBOUND TRUNK
 DQ7547'HIGHWAY 52 FOG LINE, 97.3 FT (29.7 M) EAST OF COUNTY ROAD 7 BOULEVARD,
 DQ7547'1.5 FT (0.5 M) SOUTHWEST OF A WITNESS POST.
 DQ7547'
 DQ7547'NOTE-THE STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM ROD
 DQ7547'DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION REMOVABLE DISK
 DQ7547'SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH PVC
 DQ7547'PIPE BACK FILLED WITH WASHED SAND.
 DQ7547
 DQ7547                          STATION RECOVERY (2020)
 DQ7547
 DQ7547'RECOVERY NOTE BY MN DEPT OF TRANSP 2020 (SEL)
 DQ7547'RECOVERED IN GOOD CONDITION.
 DQ7547
 DQ7547                          STATION RECOVERY (2023)
 DQ7547
 DQ7547'RECOVERY NOTE BY MN DEPT OF TRANSP 2023 (MJS)
 DQ7547'2.75 MI (4.42 KM) NORTHWEST OF ZUMBROTA, 2.6 MI (4.2 KM) NORTHWEST
 DQ7547'ALONG TRUNK HIGHWAY 52 FROM THE NORTH JUNCTION OF TRUNK HIGHWAY 52 AND
 DQ7547'TRUNK HIGHWAY 60 IN ZUMBROTA, AT TRUNK HIGHWAY 52 MILE POINT 80.9,
 DQ7547'65.4 FT (19.9 M) NORTHEAST OF NORTHBOUND TRUNK HIGHWAY 52 FOG LINE,
 DQ7547'97.3 FT (29.7 M) EAST OF COUNTY ROAD 7 BOULEVARD, 1.5 FT (0.5 M)
 DQ7547'SOUTHWEST OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DQ7546 ***********************************************************************
 DQ7546  DESIGNATION -  2506 BB
 DQ7546  PID         -  DQ7546
 DQ7546  STATE/COUNTY-  MN/GOODHUE
 DQ7546  COUNTRY     -  US
 DQ7546  USGS QUAD   -  ZUMBROTA (2019)
 DQ7546
 DQ7546                         *CURRENT SURVEY CONTROL
 DQ7546  ______________________________________________________________________
 DQ7546* NAD 83(1986) POSITION- 44 19 14.27   (N) 092 42 23.98   (W)   HD_HELD1
 DQ7546* NAVD 88 ORTHO HEIGHT -   300.008 (meters)      984.28  (feet) ADJUSTED
 DQ7546  ______________________________________________________________________
 DQ7546  GEOID HEIGHT    -        -29.900 (meters)                     GEOID18
 DQ7546  DYNAMIC HEIGHT  -        299.952 (meters)      984.09  (feet) COMP
 DQ7546  MODELED GRAVITY -    980,424.9   (mgal)                       NAVD 88
 DQ7546
 DQ7546  VERT ORDER      -  SECOND    CLASS I
 DQ7546
 DQ7546.The horizontal coordinates were determined by differentially corrected
 DQ7546.hand held GPS observations or other comparable positioning techniques
 DQ7546.and have an estimated accuracy of +/- 3 meters.
 DQ7546
 DQ7546.The orthometric height was determined by differential leveling and
 DQ7546.adjusted by the NATIONAL GEODETIC SURVEY
 DQ7546.in May 2019.
 DQ7546
 DQ7546.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ7546.GEOID18 height accuracy estimate available here.
 DQ7546
 DQ7546.Click photographs - Photos may exist for this station.
 DQ7546
 DQ7546.The dynamic height is computed by dividing the NAVD 88
 DQ7546.geopotential number by the normal gravity value computed on the
 DQ7546.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ7546.degrees latitude (g = 980.6199 gals.).
 DQ7546
 DQ7546.The modeled gravity was interpolated from observed gravity values.
 DQ7546
 DQ7546;                    North         East    Units  Estimated Accuracy
 DQ7546;SPC MN S     -   247,553.0     903,161.7     MT  (+/- 3 meters HH1 GPS) 
 DQ7546
 DQ7546_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWK2339107527(NAD 83)
 DQ7546
 DQ7546                          SUPERSEDED SURVEY CONTROL
 DQ7546
 DQ7546.No superseded survey control is available for this station.
 DQ7546
 DQ7546_MARKER: F = FLANGE-ENCASED ROD
 DQ7546_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DQ7546_STAMPING: 2506 BB 2017
 DQ7546_MARK LOGO: MNDT
 DQ7546_PROJECTION: RECESSED 5 CENTIMETERS
 DQ7546_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DQ7546_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ7546_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ7546+SATELLITE: SATELLITE OBSERVATIONS - September 08, 2023
 DQ7546_ROD/PIPE-DEPTH: 4.0 meters
 DQ7546
 DQ7546  HISTORY     - Date     Condition        Report By
 DQ7546  HISTORY     - 20170510 MONUMENTED       MNDT
 DQ7546  HISTORY     - 20230908 GOOD             MNDT
 DQ7546
 DQ7546                          STATION DESCRIPTION
 DQ7546
 DQ7546'DESCRIBED BY MN DEPT OF TRANSP 2017
 DQ7546'THE MARK IS LOCATED ABOUT 2.5 MI (4.0 KM) NORTHWEST OF ZUMBROTA.
 DQ7546'
 DQ7546'TO REACH THE MARK GO 2.3 MI (3.7 KM) NORTHWEST ALONG TRUNK HIGHWAY 52
 DQ7546'FROM THE NORTH JUNCTION OF TRUNK HIGHWAY 52 AND TRUNK HIGHWAY 60 IN
 DQ7546'ZUMBROTA, AT TRUNK HIGHWAY 52 MILE POINT 80.6.
 DQ7546'
 DQ7546'THE MARK IS LOCATED 82.4 FT (25.1 M) SOUTHWEST OF SOUTHBOUND TRUNK
 DQ7546'HIGHWAY 52 FOG LINE, 6.1 FT (1.9 M) NORTHEAST OF A RIGHT-OF-WAY POST,
 DQ7546'1.5 FT (0.5 M) NORTHEAST OF A WITNESS POST.
 DQ7546'
 DQ7546'NOTE-THE STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM ROD
 DQ7546'DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION REMOVABLE DISK
 DQ7546'SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH PVC
 DQ7546'PIPE BACK FILLED WITH WASHED SAND.
 DQ7546
 DQ7546                          STATION RECOVERY (2023)
 DQ7546
 DQ7546'RECOVERY NOTE BY MN DEPT OF TRANSP 2023 (MJS)
 DQ7546'2.5 MI (4.0 KM) NORTHWEST OF ZUMBROTA, 2.3 MI (3.7 KM) NORTHWEST ALONG
 DQ7546'TRUNK HIGHWAY 52 FROM THE NORTH JUNCTION OF TRUNK HIGHWAY 52 AND TRUNK
 DQ7546'HIGHWAY 60 IN ZUMBROTA, AT TRUNK HIGHWAY 52 MILE POINT 80.6, 82.4 FT
 DQ7546'(25.1 M) SOUTHWEST OF SOUTHBOUND TRUNK HIGHWAY 52 FOG LINE, 6.1 FT
 DQ7546'(1.9 M) NORTHEAST OF A RIGHT-OF-WAY POST, 1.5 FT (0.5 M) NORTHEAST OF
 DQ7546'A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 PP0362 ***********************************************************************
 PP0362  DESIGNATION -  2506 C
 PP0362  PID         -  PP0362
 PP0362  STATE/COUNTY-  MN/GOODHUE
 PP0362  COUNTRY     -  US
 PP0362  USGS QUAD   -  ZUMBROTA (2019)
 PP0362
 PP0362                         *CURRENT SURVEY CONTROL
 PP0362  ______________________________________________________________________
 PP0362* NAD 83(1986) POSITION- 44 17 24.00   (N) 092 41 00.63   (W)   HD_HELD1
 PP0362* NAVD 88 ORTHO HEIGHT -   318.051 (meters)     1043.47  (feet) ADJUSTED
 PP0362  ______________________________________________________________________
 PP0362  GEOID HEIGHT    -        -29.931 (meters)                     GEOID18
 PP0362  DYNAMIC HEIGHT  -        317.992 (meters)     1043.28  (feet) COMP
 PP0362  MODELED GRAVITY -    980,425.5   (mgal)                       NAVD 88
 PP0362
 PP0362  VERT ORDER      -  SECOND    CLASS I
 PP0362
 PP0362.The horizontal coordinates were determined by differentially corrected
 PP0362.hand held GPS observations or other comparable positioning techniques
 PP0362.and have an estimated accuracy of +/- 3 meters.
 PP0362
 PP0362.The orthometric height was determined by differential leveling and
 PP0362.adjusted by the NATIONAL GEODETIC SURVEY
 PP0362.in May 2019.
 PP0362
 PP0362.Significant digits in the geoid height do not necessarily reflect accuracy.
 PP0362.GEOID18 height accuracy estimate available here.
 PP0362
 PP0362.Click photographs - Photos may exist for this station.
 PP0362
 PP0362.The dynamic height is computed by dividing the NAVD 88
 PP0362.geopotential number by the normal gravity value computed on the
 PP0362.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP0362.degrees latitude (g = 980.6199 gals.).
 PP0362
 PP0362.The modeled gravity was interpolated from observed gravity values.
 PP0362
 PP0362;                    North         East    Units  Estimated Accuracy
 PP0362;SPC MN S     -   244,179.6     905,063.1     MT  (+/- 3 meters HH1 GPS) 
 PP0362
 PP0362_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWK2525004132(NAD 83)
 PP0362
 PP0362                          SUPERSEDED SURVEY CONTROL
 PP0362
 PP0362  NAVD 88 (06/15/91)  318.064  (m)         1043.52   (f) SUPERSEDED  2 1
 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
 PP0362.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PP0362.See file dsdata.pdf to determine how the superseded data were derived.
 PP0362
 PP0362_MARKER: DB = BENCH MARK DISK
 PP0362_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 PP0362_STAMPING: 1043 2506 C 1961
 PP0362_MARK LOGO: MNHD
 PP0362_PROJECTION: RECESSED 10 CENTIMETERS
 PP0362_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 PP0362_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PP0362_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PP0362+SATELLITE: SATELLITE OBSERVATIONS - September 08, 2023
 PP0362
 PP0362  HISTORY     - Date     Condition        Report By
 PP0362  HISTORY     - 1961     MONUMENTED       MNDT
 PP0362  HISTORY     - 1972     GOOD             MNDT
 PP0362  HISTORY     - 20040918 GOOD             USPSQD
 PP0362  HISTORY     - 20041007 GOOD             MNDT
 PP0362  HISTORY     - 20090624 GOOD             MNDT
 PP0362  HISTORY     - 20161110 GOOD             MNDT
 PP0362  HISTORY     - 20200423 GOOD             MNDT
 PP0362  HISTORY     - 20230908 GOOD             MNDT
 PP0362
 PP0362                          STATION DESCRIPTION
 PP0362
 PP0362'DESCRIBED BY MN DEPT OF TRANSP 1972
 PP0362'0.7 MI SW FROM ZUMBROTA.
 PP0362'MARK IS LOCATED 0.75 MILES WEST ALONG 3RD STREET FROM THE JUNCTION OF
 PP0362'3RD STREET AND T.H. 58 IN ZUMBROTA, NEAR THE T.H. 60 BRIDGE OVER T.H.
 PP0362'52, NEAR THE SOUTH END OF THE SOUTHWEST RAMP, ABOUT 0.15 MILES SOUTH
 PP0362'OF THE BRIDGE, 108 FEET SOUTHWEST OF THE CENTERLINE OF THE SOUTHBOUND
 PP0362'LANE OF T.H. 52 AT MILE POINT 78.1 (STA. 1114+00), 215 FEET SOUTHWEST
 PP0362'OF THE CONCRETE NOSE BETWEEN THE SOUTHBOUND LANE AND THE ACCESS RAMP,
 PP0362'21 FEET WEST OF THE CENTERLINE OF A FIELD ROAD, 7 FEET EAST OF A RIGHT
 PP0362'OF WAY POST, 6 FEET WEST OF A RIGHT OF WAY POST, IN THE TOP OF A 6
 PP0362'FOOT PRECAST CONCRETE MONUMENT SET ABOUT LEVEL WITH T.H. 52 AND
 PP0362'PROJECTING 5 INCHES ABOVE THE GROUND.  NW 1/4 SECTION 36, T 110N, R
 PP0362'16W.
 PP0362
 PP0362                          STATION RECOVERY (2004)
 PP0362
 PP0362'RECOVERY NOTE BY US POWER SQUADRON 2004 (AEH)
 PP0362'MARK FOUND 3 INCHES BELOW GRADE
 PP0362
 PP0362                          STATION RECOVERY (2004)
 PP0362
 PP0362'RECOVERY NOTE BY MN DEPT OF TRANSP 2004 (MPP)
 PP0362'0.7 MI (1.1 KM) SOUTHWEST FROM ZUMBROTA, 0.15 MI (0.2 KM) SOUTH OF
 PP0362'TRUNK HIGHWAY 60 WEST, BRIDGE OVER TRUNK HIGHWAY 52, AT TRUNK HIGHWAY
 PP0362'52 MILE POINT 78.1, 108 FT (32.9 M) SOUTHWEST OF SOUTHBOUND TRUNK
 PP0362'HIGHWAY 52. 0.5 FT (15 CM) NORTHEAST OF A WITNESS POST.
 PP0362
 PP0362                          STATION RECOVERY (2009)
 PP0362
 PP0362'RECOVERY NOTE BY MN DEPT OF TRANSP 2009 (WEF)
 PP0362'RECOVERED AS DESCRIBED.
 PP0362
 PP0362                          STATION RECOVERY (2016)
 PP0362
 PP0362'RECOVERY NOTE BY MN DEPT OF TRANSP 2016 (MPP)
 PP0362'RECOVERED AS DESCRIBED.
 PP0362
 PP0362                          STATION RECOVERY (2020)
 PP0362
 PP0362'RECOVERY NOTE BY MN DEPT OF TRANSP 2020 (TJD)
 PP0362'RECOVERED IN GOOD CONDITION.
 PP0362
 PP0362                          STATION RECOVERY (2023)
 PP0362
 PP0362'RECOVERY NOTE BY MN DEPT OF TRANSP 2023 (MJS)
 PP0362'0.7 MI (1.1 KM) SOUTHWEST FROM ZUMBROTA, 0.15 MI (0.24 KM) SOUTH ALONG
 PP0362'TRUNK HIGHWAY 52 FROM THE JUNCTION OF TRUNK HIGHWAY 52 AND TRUNK
 PP0362'HIGHWAY 60 WEST, AT TRUNK HIGHWAY 52 MILE POINT 78.1, 108.0 FT (32.9
 PP0362'M) SOUTHWEST OF SOUTHBOUND TRUNK HIGHWAY 52, 73.0 FT (22.3 M)
 PP0362'EAST-NORTHEAST OF LIGHT POLE NUMBER B115, 6.0 FT (1.8 M) WEST OF A
 PP0362'RIGHT-OF-WAY POST, 5.5 FT (1.7 M) EAST OF A RIGHT-OF-WAY POST, 0.5 FT
 PP0362'(15 CM) NORTHEAST OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DM3413 ***********************************************************************
 DM3413  DESIGNATION -  2506 D 1
 DM3413  PID         -  DM3413
 DM3413  STATE/COUNTY-  MN/GOODHUE
 DM3413  COUNTRY     -  US
 DM3413  USGS QUAD   -  ZUMBROTA (2019)
 DM3413
 DM3413                         *CURRENT SURVEY CONTROL
 DM3413  ______________________________________________________________________
 DM3413* NAD 83(1986) POSITION- 44 17 26.75   (N) 092 40 52.02   (W)   HD_HELD1
 DM3413* NAVD 88 ORTHO HEIGHT -   321.388 (meters)     1054.42  (feet) ADJUSTED
 DM3413  ______________________________________________________________________
 DM3413  GEOID HEIGHT    -        -29.936 (meters)                     GEOID18
 DM3413  DYNAMIC HEIGHT  -        321.329 (meters)     1054.23  (feet) COMP
 DM3413  MODELED GRAVITY -    980,425.7   (mgal)                       NAVD 88
 DM3413
 DM3413  VERT ORDER      -  SECOND    CLASS I
 DM3413
 DM3413.The horizontal coordinates were determined by differentially corrected
 DM3413.hand held GPS observations or other comparable positioning techniques
 DM3413.and have an estimated accuracy of +/- 3 meters.
 DM3413
 DM3413.The orthometric height was determined by differential leveling and
 DM3413.adjusted by the NATIONAL GEODETIC SURVEY
 DM3413.in May 2019.
 DM3413
 DM3413.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM3413.GEOID18 height accuracy estimate available here.
 DM3413
 DM3413.Click photographs - Photos may exist for this station.
 DM3413
 DM3413.The dynamic height is computed by dividing the NAVD 88
 DM3413.geopotential number by the normal gravity value computed on the
 DM3413.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM3413.degrees latitude (g = 980.6199 gals.).
 DM3413
 DM3413.The modeled gravity was interpolated from observed gravity values.
 DM3413
 DM3413;                    North         East    Units  Estimated Accuracy
 DM3413;SPC MN S     -   244,267.5     905,252.6     MT  (+/- 3 meters HH1 GPS) 
 DM3413
 DM3413_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWK2544104217(NAD 83)
 DM3413
 DM3413                          SUPERSEDED SURVEY CONTROL
 DM3413
 DM3413  NAVD 88 (10/19/10)  321.391  (m)         1054.43   (f) SUPERSEDED  2 1
 DM3413
 DM3413.Superseded values are not recommended for survey control.
 DM3413
 DM3413.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DM3413.See file dsdata.pdf to determine how the superseded data were derived.
 DM3413
 DM3413_MARKER: DD = SURVEY DISK
 DM3413_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DM3413_STAMPING: 2506 D 1 2004
 DM3413_MARK LOGO: MNDT
 DM3413_PROJECTION: FLUSH
 DM3413_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DM3413_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DM3413_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DM3413+SATELLITE: SATELLITE OBSERVATIONS - September 19, 2023
 DM3413_ROD/PIPE-DEPTH: 7.6 meters
 DM3413
 DM3413  HISTORY     - Date     Condition        Report By
 DM3413  HISTORY     - 2004     MONUMENTED       MNDT
 DM3413  HISTORY     - 20041007 GOOD             MNDT
 DM3413  HISTORY     - 20161110 GOOD             MNDT
 DM3413  HISTORY     - 20230919 GOOD             MNDT
 DM3413
 DM3413                          STATION DESCRIPTION
 DM3413
 DM3413'DESCRIBED BY MN DEPT OF TRANSP 2004
 DM3413'0.05 MI (0.1 KM) EAST ALONG FIFTH STREET IN ZUMBROTA FROM THE JUNCTION
 DM3413'OF FIFTH STREET, TRUNK HIGHWAY, 52 AND TRUNK HIGHWAY 60 WEST, THEN
 DM3413'0.20 MI (0.3 KM) SOUTH AND EAST ALONG A FRONTAGE ROAD.  THE MARK IS BY
 DM3413'THE MAINTENANCE SHOP, BUILDING 91339.
 DM3413'
 DM3413'IT IS 50 FT (15.2 M) NORTHEAST OF THE NORTHEAST CORNER OF BUILDING,
 DM3413'100 FT (30.5 M) NORTH OF FIRE HYDRANT, 110 FT (33.5 M) NORTH-NORTHEAST
 DM3413'OF THE SOUTHEAST CORNER OF BUILDING, 3.65 FT (1.1 M) NORTHEAST OF A
 DM3413'WITNESS POST.
 DM3413
 DM3413                          STATION RECOVERY (2004)
 DM3413
 DM3413'RECOVERY NOTE BY MN DEPT OF TRANSP 2004 (KMS)
 DM3413'RECOVERED AS DESCRIBED.
 DM3413
 DM3413                          STATION RECOVERY (2016)
 DM3413
 DM3413'RECOVERY NOTE BY MN DEPT OF TRANSP 2016 (MPP)
 DM3413'RECOVERED AS DESCRIBED.
 DM3413
 DM3413                          STATION RECOVERY (2023)
 DM3413
 DM3413'RECOVERY NOTE BY MN DEPT OF TRANSP 2023 (MJS)
 DM3413'IN ZUMBROTA, 0.05 MI (0.08 KM) EAST ALONG FIFTH STREET FROM THE
 DM3413'JUNCTION OF FIFTH STREET AND TRUNK HIGHWAY 52 AND TRUNK HIGHWAY 60
 DM3413'WEST, THEN 0.2 MI (0.3 KM) SOUTH AND EAST ALONG A FRONTAGE ROAD, 110.0
 DM3413'FT (33.5 M) NORTH-NORTHEAST OF THE SOUTHEAST CORNER OF A BUILDING,
 DM3413'100.0 FT (30.5 M) NORTH OF A FIRE HYDRANT, 50.0 FT (15.2 M) NORTHEAST
 DM3413'OF THE NORTHEAST CORNER OF BUILDING NUMBER 91339, 3.65 FT (1.1 M)
 DM3413'NORTHEAST OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 PP0223 ***********************************************************************
 PP0223  DESIGNATION -  2506 E
 PP0223  PID         -  PP0223
 PP0223  STATE/COUNTY-  MN/GOODHUE
 PP0223  COUNTRY     -  US
 PP0223  USGS QUAD   -  ZUMBROTA (2019)
 PP0223
 PP0223                         *CURRENT SURVEY CONTROL
 PP0223  ______________________________________________________________________
 PP0223* NAD 83(1986) POSITION- 44 17 43.32   (N) 092 41 09.58   (W)   HD_HELD1
 PP0223* NAVD 88 ORTHO HEIGHT -   306.237 (meters)     1004.71  (feet) ADJUSTED
 PP0223  ______________________________________________________________________
 PP0223  GEOID HEIGHT    -        -29.930 (meters)                     GEOID18
 PP0223  DYNAMIC HEIGHT  -        306.180 (meters)     1004.53  (feet) COMP
 PP0223  MODELED GRAVITY -    980,425.6   (mgal)                       NAVD 88
 PP0223
 PP0223  VERT ORDER      -  SECOND    CLASS I
 PP0223
 PP0223.The horizontal coordinates were determined by differentially corrected
 PP0223.hand held GPS observations or other comparable positioning techniques
 PP0223.and have an estimated accuracy of +/- 3 meters.
 PP0223
 PP0223.The orthometric height was determined by differential leveling and
 PP0223.adjusted by the NATIONAL GEODETIC SURVEY
 PP0223.in May 2019.
 PP0223
 PP0223.Significant digits in the geoid height do not necessarily reflect accuracy.
 PP0223.GEOID18 height accuracy estimate available here.
 PP0223
 PP0223.Click photographs - Photos may exist for this station.
 PP0223
 PP0223.The dynamic height is computed by dividing the NAVD 88
 PP0223.geopotential number by the normal gravity value computed on the
 PP0223.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP0223.degrees latitude (g = 980.6199 gals.).
 PP0223
 PP0223.The modeled gravity was interpolated from observed gravity values.
 PP0223
 PP0223;                    North         East    Units  Estimated Accuracy
 PP0223;SPC MN S     -   244,772.6     904,855.1     MT  (+/- 3 meters HH1 GPS) 
 PP0223
 PP0223_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWK2504904727(NAD 83)
 PP0223
 PP0223                          SUPERSEDED SURVEY CONTROL
 PP0223
 PP0223  NAVD 88 (06/15/91)  306.244  (m)         1004.74   (f) SUPERSEDED  2 0
 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
 PP0223.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PP0223.See file dsdata.pdf to determine how the superseded data were derived.
 PP0223
 PP0223_MARKER: DB = BENCH MARK DISK
 PP0223_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 PP0223_STAMPING: 2506 E 1961
 PP0223_MARK LOGO: MNHD
 PP0223_PROJECTION: PROJECTING 5 CENTIMETERS
 PP0223_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 PP0223_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PP0223_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 PP0223+SATELLITE: SATELLITE OBSERVATIONS - April 26, 2017
 PP0223
 PP0223  HISTORY     - Date     Condition        Report By
 PP0223  HISTORY     - 19610401 MONUMENTED       MNHD
 PP0223  HISTORY     - 1972     GOOD             MNDT
 PP0223  HISTORY     - 20040918 GOOD             USPSQD
 PP0223  HISTORY     - 20090624 GOOD             MNDT
 PP0223  HISTORY     - 20170426 GOOD             MNDT
 PP0223
 PP0223                          STATION DESCRIPTION
 PP0223
 PP0223'DESCRIBED BY MN DEPT OF TRANSP 1972
 PP0223'0.75 MI W FROM ZUMBROTA.
 PP0223'MARK IS LOCATED 0.75 MILES WEST ALONG 3RD STREET FROM THE JUNCTION OF
 PP0223'3RD STREET AND T.H. 58 IN ZUMBROTA, THENCE 0.25 MILES NORTH OF T.H.
 PP0223'60, 0.1 MILE SOUTH OF A BOX CULVERT UNDER T.H. 52, 107 FEET WEST OF
 PP0223'THE CENTERLINE OF T.H. 52 SOUTHBOUND AT MILE POINT 78.5 (STA.
 PP0223'1093+50), AT THE NORTH END OF THE NORTHWEST RAMP, 90 FEET SOUTH OF A
 PP0223'POWER LINE CROSSING, 90 FEET SOUTHEAST OF A POWER POLE ON AN EAST-WEST
 PP0223'POLE LINE (POLE LINE MILE MARKER 590), 36 FEET EAST OF A NORTH-SOUTH
 PP0223'FENCE LINE, 7 FEET SOUTHWEST OF A RIGHT OF WAY POST, 5 FEET NORTHEAST
 PP0223'OF A RIGHT OF WAY POST, 0.3 FEET EAST OF A STEEL WITNESS POST IN THE
 PP0223'TOP OF A 6 FOOT PRECAST CONCRETE MONUMENT SET 3 FEET LOWER THAN T.H.
 PP0223'52 AND FLUSH WITH THE GROUND.  NW 1/4 SECTION 36, T 110N, R 16W.
 PP0223
 PP0223                          STATION RECOVERY (2004)
 PP0223
 PP0223'RECOVERY NOTE BY US POWER SQUADRON 2004 (AEH)
 PP0223'RECOVERED IN GOOD CONDITION.
 PP0223
 PP0223                          STATION RECOVERY (2009)
 PP0223
 PP0223'RECOVERY NOTE BY MN DEPT OF TRANSP 2009 (WEF)
 PP0223'RECOVERED AS DESCRIBED.
 PP0223
 PP0223                          STATION RECOVERY (2017)
 PP0223
 PP0223'RECOVERY NOTE BY MN DEPT OF TRANSP 2017 (KMS)
 PP0223'THE MARK IS LOCATED ABOUT IN ZUMBROTA.
 PP0223'
 PP0223'TO REACH THE MARK GO 0.25 MI (0.40 KM) NORTH ALONG TRUNK HIGHWAY 52
 PP0223'FROM THE JUNCTION OF TRUNK HIGHWAY 52 AND COUNTY ROAD 60 IN ZUMBROTA,
 PP0223'AT MILE POINT 78.5.
 PP0223'
 PP0223'THE MARK IS LOCATED 107.0 FT (32.6 M) WEST OF SOUTHBOUND TRUNK HIGHWAY
 PP0223'52, 90.0 FT (27.4 M) SOUTH OF A POWER LINE CROSSING, 7.0 FT (2.1 M)
 PP0223'SOUTHWEST OF A RIGHT-OF-WAY POST, 5.0 FT (1.5 M) NORTHEAST OF A
 PP0223'RIGHT-OF-WAY POST, 0.5 FT (15 CM) EAST OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 PP0224 ***********************************************************************
 PP0224  DESIGNATION -  2506 E 1
 PP0224  PID         -  PP0224
 PP0224  STATE/COUNTY-  MN/GOODHUE
 PP0224  COUNTRY     -  US
 PP0224  USGS QUAD   -  ZUMBROTA (2019)
 PP0224
 PP0224                         *CURRENT SURVEY CONTROL
 PP0224  ______________________________________________________________________
 PP0224* NAD 83(1986) POSITION- 44 17 48.80   (N) 092 41 08.40   (W)   HD_HELD1
 PP0224* NAVD 88 ORTHO HEIGHT -   302.359 (meters)      991.99  (feet) ADJUSTED
 PP0224  ______________________________________________________________________
 PP0224  GEOID HEIGHT    -        -29.932 (meters)                     GEOID18
 PP0224  DYNAMIC HEIGHT  -        302.303 (meters)      991.81  (feet) COMP
 PP0224  MODELED GRAVITY -    980,425.6   (mgal)                       NAVD 88
 PP0224
 PP0224  VERT ORDER      -  SECOND    CLASS I
 PP0224
 PP0224.The horizontal coordinates were determined by differentially corrected
 PP0224.hand held GPS observations or other comparable positioning techniques
 PP0224.and have an estimated accuracy of +/- 3 meters.
 PP0224
 PP0224.The orthometric height was determined by differential leveling and
 PP0224.adjusted by the NATIONAL GEODETIC SURVEY
 PP0224.in May 2019.
 PP0224
 PP0224.Significant digits in the geoid height do not necessarily reflect accuracy.
 PP0224.GEOID18 height accuracy estimate available here.
 PP0224
 PP0224.Click photographs - Photos may exist for this station.
 PP0224
 PP0224.The dynamic height is computed by dividing the NAVD 88
 PP0224.geopotential number by the normal gravity value computed on the
 PP0224.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP0224.degrees latitude (g = 980.6199 gals.).
 PP0224
 PP0224.The modeled gravity was interpolated from observed gravity values.
 PP0224
 PP0224;                    North         East    Units  Estimated Accuracy
 PP0224;SPC MN S     -   244,942.1     904,878.6     MT  (+/- 3 meters HH1 GPS) 
 PP0224
 PP0224_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWK2507504896(NAD 83)
 PP0224
 PP0224                          SUPERSEDED SURVEY CONTROL
 PP0224
 PP0224  NAVD 88 (06/15/91)  302.370  (m)          992.03   (f) SUPERSEDED  2 0
 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
 PP0224.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PP0224.See file dsdata.pdf to determine how the superseded data were derived.
 PP0224
 PP0224_MARKER: DB = BENCH MARK DISK
 PP0224_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 PP0224_SP_SET: BOX CULVERT
 PP0224_STAMPING: 2506 E 1 1972
 PP0224_MARK LOGO: MNHD
 PP0224_MAGNETIC: N = NO MAGNETIC MATERIAL
 PP0224_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PP0224+STABILITY: SURFACE MOTION
 PP0224_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 PP0224+SATELLITE: SATELLITE OBSERVATIONS - April 26, 2017
 PP0224
 PP0224  HISTORY     - Date     Condition        Report By
 PP0224  HISTORY     - 19720401 MONUMENTED       MNHD
 PP0224  HISTORY     - 20040918 GOOD             USPSQD
 PP0224  HISTORY     - 20090624 GOOD             MNDT
 PP0224  HISTORY     - 20170426 GOOD             MNDT
 PP0224
 PP0224                          STATION DESCRIPTION
 PP0224
 PP0224'DESCRIBED BY MN HIGHWAY DEPT 1972
 PP0224'0.8 MI NE FROM ZUMBROTA.
 PP0224'MARK IS LOCATED 0.75 MILES WEST ALONG 3RD STREET FROM THE JUNCTION OF
 PP0224'3RD STREET AND T.H. 58 IN ZUMBROTA, THENCE 0.3 MILES NORTH ALONG T.H.
 PP0224'52, IN THE SOUTHEAST CORNER OF AN 8 X 10 FOOT BOX CULVERT ABOUT 10
 PP0224'FEET LOWER THAN THE ROADWAY.  SW 1/4 SECTION 25, T 110N, R 16W.
 PP0224
 PP0224                          STATION RECOVERY (2004)
 PP0224
 PP0224'RECOVERY NOTE BY US POWER SQUADRON 2004 (AEH)
 PP0224'RECOVERED IN GOOD CONDITION.
 PP0224
 PP0224                          STATION RECOVERY (2009)
 PP0224
 PP0224'RECOVERY NOTE BY MN DEPT OF TRANSP 2009 (WEF)
 PP0224'RECOVERED AS DESCRIBED.
 PP0224
 PP0224                          STATION RECOVERY (2017)
 PP0224
 PP0224'RECOVERY NOTE BY MN DEPT OF TRANSP 2017 (KMS)
 PP0224'THE MARK IS LOCATED ABOUT IN ZUMBROTA.
 PP0224'
 PP0224'TO REACH THE MARK GO 0.3 MI (0.5 KM) NORTH ALONG TRUNK HIGHWAY 52 FROM
 PP0224'THE NORTH JUNCTION OF TRUNK HIGHWAY 52 AND TRUNK HIGHWAY 60 IN
 PP0224'ZUMBROTA, AT TRUNK HIGHWAY 52 MILE POINT 78.6.
 PP0224'
 PP0224'THE MARK IS LOCATED 54.5 FT (16.6 M) EAST-NORTHEAST OF NORTHBOUND
 PP0224'TRUNK HIGHWAY 52, IN THE SOUTHEAST CORNER OF TRUNK HIGHWAY 52 BOX
 PP0224'CULVERT.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 PP0226 ***********************************************************************
 PP0226  DESIGNATION -  2506 G
 PP0226  PID         -  PP0226
 PP0226  STATE/COUNTY-  MN/GOODHUE
 PP0226  COUNTRY     -  US
 PP0226  USGS QUAD   -  ZUMBROTA (2019)
 PP0226
 PP0226                         *CURRENT SURVEY CONTROL
 PP0226  ______________________________________________________________________
 PP0226* NAD 83(1986) POSITION- 44 18 12.72   (N) 092 41 17.98   (W)   HD_HELD1
 PP0226* NAVD 88 ORTHO HEIGHT -   299.274 (meters)      981.87  (feet) ADJUSTED
 PP0226  ______________________________________________________________________
 PP0226  GEOID HEIGHT    -        -29.930 (meters)                     GEOID18
 PP0226  DYNAMIC HEIGHT  -        299.219 (meters)      981.69  (feet) COMP
 PP0226  MODELED GRAVITY -    980,425.7   (mgal)                       NAVD 88
 PP0226
 PP0226  VERT ORDER      -  SECOND    CLASS I
 PP0226
 PP0226.The horizontal coordinates were determined by differentially corrected
 PP0226.hand held GPS observations or other comparable positioning techniques
 PP0226.and have an estimated accuracy of +/- 3 meters.
 PP0226
 PP0226.The orthometric height was determined by differential leveling and
 PP0226.adjusted by the NATIONAL GEODETIC SURVEY
 PP0226.in May 2019.
 PP0226
 PP0226.Significant digits in the geoid height do not necessarily reflect accuracy.
 PP0226.GEOID18 height accuracy estimate available here.
 PP0226
 PP0226.Click photographs - Photos may exist for this station.
 PP0226
 PP0226.The dynamic height is computed by dividing the NAVD 88
 PP0226.geopotential number by the normal gravity value computed on the
 PP0226.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP0226.degrees latitude (g = 980.6199 gals.).
 PP0226
 PP0226.The modeled gravity was interpolated from observed gravity values.
 PP0226
 PP0226;                    North         East    Units  Estimated Accuracy
 PP0226;SPC MN S     -   245,676.9     904,654.4     MT  (+/- 3 meters HH1 GPS) 
 PP0226
 PP0226_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWK2486005633(NAD 83)
 PP0226
 PP0226                          SUPERSEDED SURVEY CONTROL
 PP0226
 PP0226  NAVD 88 (06/15/91)  299.299  (m)          981.95   (f) SUPERSEDED  2 0
 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
 PP0226.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PP0226.See file dsdata.pdf to determine how the superseded data were derived.
 PP0226
 PP0226_MARKER: DB = BENCH MARK DISK
 PP0226_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 PP0226_STAMPING: 2506 G 1961
 PP0226_MARK LOGO: MNHD
 PP0226_PROJECTION: FLUSH
 PP0226_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 PP0226_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PP0226_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 PP0226+SATELLITE: SATELLITE OBSERVATIONS - April 26, 2017
 PP0226
 PP0226  HISTORY     - Date     Condition        Report By
 PP0226  HISTORY     - 19610401 MONUMENTED       MNHD
 PP0226  HISTORY     - 1972     GOOD             MNDT
 PP0226  HISTORY     - 20040918 GOOD             USPSQD
 PP0226  HISTORY     - 20090624 GOOD             MNDT
 PP0226  HISTORY     - 20170426 GOOD             MNDT
 PP0226
 PP0226                          STATION DESCRIPTION
 PP0226
 PP0226'DESCRIBED BY MN DEPT OF TRANSP 1972
 PP0226'1.2 MI NW FROM ZUMBROTA.
 PP0226'MARK IS LOCATED 0.75 MILE WEST ALONG 3RD STREET FROM THE INTERSECTION
 PP0226'OF 3RD STREET AND T.H. 58 IN ZUMBROTA, THENCE 0.7 MILE NORTH ALONG
 PP0226'T.H. 52 FROM THE T.H. 60 BRIDGE, ABOUT 400 FEET SOUTH OF AN
 PP0226'INTERNATIONAL HARVERSTER DEALER, 98 FEET EAST OF THE CENTERLINE OF THE
 PP0226'NORTHBOUND LANE OF T.H. 52, AT MILE POINT 79.1 (STA. 1064+00), 36 FEET
 PP0226'NORTHEAST OF A 3 INCH APPLE TREE, 53 FEET SOUTH-SOUTHWEST OF A 3 INCH
 PP0226'APPLE TREE, ABOUT 185 FEET SOUTH OF A ROAD LEADING TO THE I.H. DEALER,
 PP0226'0.3 FEET WEST OF A STEEL WITNESS POST, IN THE TOP OF A 6 FOOT PRECAST
 PP0226'CONCRETE MONUMENT SET 2 FEET LOWER THAN THE ROADWAY AND PROJECTING 2
 PP0226'INCHES ABOVE THE GROUND.  SW 1/4 SECTION 25, T 110N, R 16W.
 PP0226
 PP0226                          STATION RECOVERY (2004)
 PP0226
 PP0226'RECOVERY NOTE BY US POWER SQUADRON 2004 (AEH)
 PP0226'RECOVERED IN GOOD CONDITION.
 PP0226
 PP0226                          STATION RECOVERY (2009)
 PP0226
 PP0226'RECOVERY NOTE BY MN DEPT OF TRANSP 2009 (WEF)
 PP0226'RECOVERED AS DESCRIBED.
 PP0226
 PP0226                          STATION RECOVERY (2017)
 PP0226
 PP0226'RECOVERY NOTE BY MN DEPT OF TRANSP 2017 (KMS)
 PP0226'THE MARK IS LOCATED ABOUT IN ZUMBROTA.
 PP0226'
 PP0226'TO REACH THE MARK GO 0.8 MI (1.3 KM) NORTH ALONG TRUNK HIGHWAY 52 FROM
 PP0226'THE NORTH JUNCTION OF TRUNK HIGHWAY 52 AND TRUNK HIGHWAY 60 IN
 PP0226'ZUMBROTA, AT TRUNK HIGHWAY 52 MILE POINT 79.1.
 PP0226'
 PP0226'THE MARK IS LOCATED 98.0 FT (29.9 M) EAST OF NORTHBOUND TRUNK HIGHWAY
 PP0226'52, 4.5 FT (1.4 M) WEST OF THE LEG OF A COVERED BRIDGE RESTAURANT
 PP0226'SIGN, 1.3 FT (0.4 M) WEST-SOUTHWEST OF A RIGHT-OF-WAY POST, 0.3 FT (9
 PP0226'CM) WEST OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 PP0233 ***********************************************************************
 PP0233  DESIGNATION -  2506 M
 PP0233  PID         -  PP0233
 PP0233  STATE/COUNTY-  MN/GOODHUE
 PP0233  COUNTRY     -  US
 PP0233  USGS QUAD   -  ZUMBROTA (2019)
 PP0233
 PP0233                         *CURRENT SURVEY CONTROL
 PP0233  ______________________________________________________________________
 PP0233* NAD 83(1986) POSITION- 44 19 26.54   (N) 092 42 35.73   (W)   HD_HELD1
 PP0233* NAVD 88 ORTHO HEIGHT -   302.047 (meters)      990.97  (feet) ADJUSTED
 PP0233  ______________________________________________________________________
 PP0233  GEOID HEIGHT    -        -29.894 (meters)                     GEOID18
 PP0233  DYNAMIC HEIGHT  -        301.991 (meters)      990.78  (feet) COMP
 PP0233  MODELED GRAVITY -    980,424.8   (mgal)                       NAVD 88
 PP0233
 PP0233  VERT ORDER      -  SECOND    CLASS I
 PP0233
 PP0233.The horizontal coordinates were determined by differentially corrected
 PP0233.hand held GPS observations or other comparable positioning techniques
 PP0233.and have an estimated accuracy of +/- 3 meters.
 PP0233
 PP0233.The orthometric height was determined by differential leveling and
 PP0233.adjusted by the NATIONAL GEODETIC SURVEY
 PP0233.in May 2019.
 PP0233
 PP0233.Significant digits in the geoid height do not necessarily reflect accuracy.
 PP0233.GEOID18 height accuracy estimate available here.
 PP0233
 PP0233.Click photographs - Photos may exist for this station.
 PP0233
 PP0233.The dynamic height is computed by dividing the NAVD 88
 PP0233.geopotential number by the normal gravity value computed on the
 PP0233.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP0233.degrees latitude (g = 980.6199 gals.).
 PP0233
 PP0233.The modeled gravity was interpolated from observed gravity values.
 PP0233
 PP0233;                    North         East    Units  Estimated Accuracy
 PP0233;SPC MN S     -   247,927.6     902,895.4     MT  (+/- 3 meters HH1 GPS) 
 PP0233
 PP0233_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWK2312907905(NAD 83)
 PP0233
 PP0233                          SUPERSEDED SURVEY CONTROL
 PP0233
 PP0233  NAVD 88 (06/15/91)  302.065  (m)          991.02   (f) SUPERSEDED  2 0
 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
 PP0233.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PP0233.See file dsdata.pdf to determine how the superseded data were derived.
 PP0233
 PP0233_MARKER: DB = BENCH MARK DISK
 PP0233_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 PP0233_SP_SET: BOX CULVERT
 PP0233_STAMPING: 2506 M 1972
 PP0233_MARK LOGO: MNHD
 PP0233_MAGNETIC: N = NO MAGNETIC MATERIAL
 PP0233_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PP0233+STABILITY: SURFACE MOTION
 PP0233_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 PP0233+SATELLITE: SATELLITE OBSERVATIONS - April 26, 2017
 PP0233
 PP0233  HISTORY     - Date     Condition        Report By
 PP0233  HISTORY     - 1972     MONUMENTED       MNDT
 PP0233  HISTORY     - 20040918 GOOD             USPSQD
 PP0233  HISTORY     - 20090729 GOOD             MNDT
 PP0233  HISTORY     - 20170426 GOOD             MNDT
 PP0233
 PP0233                          STATION DESCRIPTION
 PP0233
 PP0233'DESCRIBED BY MN DEPT OF TRANSP 1972
 PP0233'2.9 MI NW FROM ZUMBROTA.
 PP0233'MARK IS LOCATED 0.7 MILE WEST ALONG 3RD STREET FROM THE JUNCTION OF
 PP0233'3RD STREET AND T.H. 58 IN ZUMBROTA, THENCE 2.6 MILES NORTHWEST ALONG
 PP0233'T.H. 52 FROM T.H. 60 BRIDGE, 300 FEET SOUTHEAST OF COUNTY ROAD 7, IN
 PP0233'THE NORTHEAST (MOST EASTERLY) CORNER OF A DOUBLE BOX CULVERT UNDER
 PP0233'T.H. 52 NORTHBOUND OVER A SMALL CREEK AT MILE POINT 90.0, 4 FEET LOWER
 PP0233'THAN THE ROADWAY.
 PP0233
 PP0233                          STATION RECOVERY (2004)
 PP0233
 PP0233'RECOVERY NOTE BY US POWER SQUADRON 2004 (AEH)
 PP0233'RECOVERED IN GOOD CONDITION.
 PP0233
 PP0233                          STATION RECOVERY (2009)
 PP0233
 PP0233'RECOVERY NOTE BY MN DEPT OF TRANSP 2009 (WEF)
 PP0233'RECOVERED AS DESCRIBED.
 PP0233
 PP0233                          STATION RECOVERY (2017)
 PP0233
 PP0233'RECOVERY NOTE BY MN DEPT OF TRANSP 2017 (KMS)
 PP0233'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 PP0234 ***********************************************************************
 PP0234  DESIGNATION -  2506 N
 PP0234  PID         -  PP0234
 PP0234  STATE/COUNTY-  MN/GOODHUE
 PP0234  COUNTRY     -  US
 PP0234  USGS QUAD   -  ZUMBROTA (2019)
 PP0234
 PP0234                         *CURRENT SURVEY CONTROL
 PP0234  ______________________________________________________________________
 PP0234* NAD 83(1986) POSITION- 44 19 31.10   (N) 092 42 56.11   (W)   HD_HELD1
 PP0234* NAVD 88 ORTHO HEIGHT -   313.412 (meters)     1028.25  (feet) ADJUSTED
 PP0234  ______________________________________________________________________
 PP0234  GEOID HEIGHT    -        -29.881 (meters)                     GEOID18
 PP0234  DYNAMIC HEIGHT  -        313.354 (meters)     1028.06  (feet) COMP
 PP0234  MODELED GRAVITY -    980,424.5   (mgal)                       NAVD 88
 PP0234
 PP0234  VERT ORDER      -  SECOND    CLASS I
 PP0234
 PP0234.The horizontal coordinates were determined by differentially corrected
 PP0234.hand held GPS observations or other comparable positioning techniques
 PP0234.and have an estimated accuracy of +/- 3 meters.
 PP0234
 PP0234.The orthometric height was determined by differential leveling and
 PP0234.adjusted by the NATIONAL GEODETIC SURVEY
 PP0234.in May 2019.
 PP0234
 PP0234.Significant digits in the geoid height do not necessarily reflect accuracy.
 PP0234.GEOID18 height accuracy estimate available here.
 PP0234
 PP0234.Click photographs - Photos may exist for this station.
 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     -   248,061.2     902,441.7     MT  (+/- 3 meters HH1 GPS) 
 PP0234
 PP0234_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWK2267708044(NAD 83)
 PP0234
 PP0234                          SUPERSEDED SURVEY CONTROL
 PP0234
 PP0234  NAVD 88 (06/15/91)  313.425  (m)         1028.30   (f) SUPERSEDED  2 0
 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
 PP0234.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PP0234.See file dsdata.pdf to determine how the superseded data were derived.
 PP0234
 PP0234_MARKER: DB = BENCH MARK DISK
 PP0234_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PP0234_STAMPING: 2506 N 1972
 PP0234_MARK LOGO: MNHD
 PP0234_PROJECTION: PROJECTING 10 CENTIMETERS
 PP0234_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 PP0234_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PP0234+STABILITY: SURFACE MOTION
 PP0234_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 PP0234+SATELLITE: SATELLITE OBSERVATIONS - April 26, 2017
 PP0234
 PP0234  HISTORY     - Date     Condition        Report By
 PP0234  HISTORY     - 1972     MONUMENTED       MNDT
 PP0234  HISTORY     - 20040918 MARK NOT FOUND   USPSQD
 PP0234  HISTORY     - 20090729 MARK NOT FOUND   MNDT
 PP0234  HISTORY     - 20170426 GOOD             MNDT
 PP0234
 PP0234                          STATION DESCRIPTION
 PP0234
 PP0234'DESCRIBED BY MN DEPT OF TRANSP 1972
 PP0234'3.2 MI NW FROM ZUMBROTA.
 PP0234'MARK IS LOCATED 0.7 MILES WEST ALONG 3RD STREET FROM THE JUNCTION OF
 PP0234'3RD STREET AND T.H. 58 IN ZUMBROTA, THENCE 2.7 MILES NORTHWEST ALONG
 PP0234'T.H. 52 FROM THE T.H. 60 BRIDGE, ABOUT 100 FEET NORTHWEST OF A COUNTY
 PP0234'ROAD (GRAVEL) AT A CURVE, 70 FEET SOUTHWEST OF THE CENTERLINE OF THE
 PP0234'SOUTHBOUND LANE OF T.H. 52 AT MILE POINT 81.15 (STA. 954+50), 79 FEET
 PP0234'WEST OF A POWER POLE WHICH IS ON A NORTH-SOUTH POLE LINE, 0.5 FEET
 PP0234'NORTHEAST OF A STEEL WITNESS POST, IN THE TOP OF A 6 FOOT PRECAST
 PP0234'CONCRETE MONUMENT SET ABOUT 5 FEET LOWER THAN THE ROADWAY AND
 PP0234'PROJECTING 8 INCHES ABOVE THE GROUND.  NE 1/4 SECTION 22, T 110N, R
 PP0234'16W.
 PP0234
 PP0234                          STATION RECOVERY (2004)
 PP0234
 PP0234'RECOVERY NOTE BY US POWER SQUADRON 2004 (AEH)
 PP0234'MARK NOT FOUND.
 PP0234
 PP0234                          STATION RECOVERY (2009)
 PP0234
 PP0234'RECOVERY NOTE BY MN DEPT OF TRANSP 2009 (WEF)
 PP0234'THE MARK WAS NOT RECOVERED.
 PP0234
 PP0234                          STATION RECOVERY (2017)
 PP0234
 PP0234'RECOVERY NOTE BY MN DEPT OF TRANSP 2017 (KMS)
 PP0234'THE MARK IS LOCATED ABOUT 3.2 MI (5.1 KM) NORTHWEST OF ZUMBROTA.
 PP0234'
 PP0234'TO REACH THE MARK GO 2.9 MI (4.7 KM) WEST ALONG TRUNK HIGHWAY 52 FROM
 PP0234'THE NORTH JUNCTION OF TRUNK HIGHWAY 52 AND TRUNK HIGHWAY 60 IN
 PP0234'ZUMBROTA, AT TRUNK HIGHWAY 52 MILE POINT 81.15.
 PP0234'
 PP0234'THE MARK IS LOCATED 70 FT (21.3 M) SOUTHWEST OF SOUTHBOUND TRUNK
 PP0234'HIGHWAY 52, 0.5 FT (15 CM) NORTHEAST OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 PP0235 ***********************************************************************
 PP0235  DESIGNATION -  2506 O
 PP0235  PID         -  PP0235
 PP0235  STATE/COUNTY-  MN/GOODHUE
 PP0235  COUNTRY     -  US
 PP0235  USGS QUAD   -  ZUMBROTA (2019)
 PP0235
 PP0235                         *CURRENT SURVEY CONTROL
 PP0235  ______________________________________________________________________
 PP0235* NAD 83(1986) POSITION- 44 19 41.63   (N) 092 43 26.84   (W)   HD_HELD1
 PP0235* NAVD 88 ORTHO HEIGHT -   334.387 (meters)     1097.07  (feet) ADJUSTED
 PP0235  ______________________________________________________________________
 PP0235  GEOID HEIGHT    -        -29.861 (meters)                     GEOID18
 PP0235  DYNAMIC HEIGHT  -        334.325 (meters)     1096.86  (feet) COMP
 PP0235  MODELED GRAVITY -    980,424.2   (mgal)                       NAVD 88
 PP0235
 PP0235  VERT ORDER      -  SECOND    CLASS I
 PP0235
 PP0235.The horizontal coordinates were determined by differentially corrected
 PP0235.hand held GPS observations or other comparable positioning techniques
 PP0235.and have an estimated accuracy of +/- 3 meters.
 PP0235
 PP0235.The orthometric height was determined by differential leveling and
 PP0235.adjusted by the NATIONAL GEODETIC SURVEY
 PP0235.in May 2019.
 PP0235
 PP0235.Significant digits in the geoid height do not necessarily reflect accuracy.
 PP0235.GEOID18 height accuracy estimate available here.
 PP0235
 PP0235.Click photographs - Photos may exist for this station.
 PP0235
 PP0235.The dynamic height is computed by dividing the NAVD 88
 PP0235.geopotential number by the normal gravity value computed on the
 PP0235.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP0235.degrees latitude (g = 980.6199 gals.).
 PP0235
 PP0235.The modeled gravity was interpolated from observed gravity values.
 PP0235
 PP0235;                    North         East    Units  Estimated Accuracy
 PP0235;SPC MN S     -   248,375.5     901,755.9     MT  (+/- 3 meters HH1 GPS) 
 PP0235
 PP0235_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWK2199508366(NAD 83)
 PP0235
 PP0235                          SUPERSEDED SURVEY CONTROL
 PP0235
 PP0235  NAVD 88 (06/15/91)  334.401  (m)         1097.11   (f) SUPERSEDED  2 0
 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
 PP0235.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PP0235.See file dsdata.pdf to determine how the superseded data were derived.
 PP0235
 PP0235_MARKER: DB = BENCH MARK DISK
 PP0235_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 PP0235_STAMPING: 2506 O 1972
 PP0235_MARK LOGO: MNHD
 PP0235_PROJECTION: PROJECTING 30 CENTIMETERS
 PP0235_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 PP0235_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PP0235_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 PP0235+SATELLITE: SATELLITE OBSERVATIONS - April 26, 2017
 PP0235
 PP0235  HISTORY     - Date     Condition        Report By
 PP0235  HISTORY     - 19720401 MONUMENTED       MNHD
 PP0235  HISTORY     - 20040918 GOOD             USPSQD
 PP0235  HISTORY     - 20090729 GOOD             MNDT
 PP0235  HISTORY     - 20170426 GOOD             MNDT
 PP0235
 PP0235                          STATION DESCRIPTION
 PP0235
 PP0235'DESCRIBED BY MN HIGHWAY DEPT 1972
 PP0235'3.7 MI NW FROM ZUMBROTA.
 PP0235'MARK IS LOCATED 0.7 MILES WEST ALONG 3RD STREET FROM THE JUNCTION OF
 PP0235'3RD STREET, AND T.H. 58 IN ZUMBROTA, THENCE 3.3 MILES NORTHWEST ALONG
 PP0235'T.H. 52 FROM THE T.H. 60 BRIDGE, 99 FEET SOUTHWEST OF THE CENTERLINE
 PP0235'OF THE SOUTHBOUND LANE OF T.H. 52 AT MILE POINT 81.7, (STA. 929+50)
 PP0235'ABOUT 150 FEET SOUTHEAST OF A FIELD ENTRANCE TO THE SOUTH, 21 FEET
 PP0235'NORTHWEST OF A WOODEN FENCE POST, 24 FEET SOUTHWEST OF THE CENTERLINE
 PP0235'OF A TRAIL, 0.2 FEET SOUTH OF A FENCE LINE, 0.5 FEET NORTH OF A STEEL
 PP0235'WITNESS POST IN THE TOP OF A 6 FOOT PRECAST CONCRETE MONUMENT SET
 PP0235'ABOUT 3 FEET LOWER THAN THE ROADWAY AND PROJECTING 12 INCHES ABOVE THE
 PP0235'GROUND.  SW 1/4 SECTION 15, T 110N, R 16W.
 PP0235
 PP0235                          STATION RECOVERY (2004)
 PP0235
 PP0235'RECOVERY NOTE BY US POWER SQUADRON 2004 (AEH)
 PP0235'MARK WAS FOUND 6 INCHES ABOVE GRADE
 PP0235
 PP0235                          STATION RECOVERY (2009)
 PP0235
 PP0235'RECOVERY NOTE BY MN DEPT OF TRANSP 2009 (KLM)
 PP0235'RECOVERED AS DESCRIBED.
 PP0235
 PP0235                          STATION RECOVERY (2017)
 PP0235
 PP0235'RECOVERY NOTE BY MN DEPT OF TRANSP 2017 (KMS)
 PP0235'THE MARK IS LOCATED ABOUT 3.7 MI (6.0 KM) NORTHWEST OF ZUMBROTA.
 PP0235'
 PP0235'TO REACH THE MARK GO 3.3 MI (5.3 KM) NORTHWEST ALONG TRUNK HIGHWAY 52
 PP0235'FROM THE NORTH JUNCTION OF TRUNK HIGHWAY 52 AND TRUNK HIGHWAY 60 IN
 PP0235'ZUMBROTA, AT TRUNK HIGHWAY 52 MILE POINT 81.55.
 PP0235'
 PP0235'THE MARK IS LOCATED 99.0 FT (30.2 M) SOUTHWEST OF SOUTHBOUND TRUNK
 PP0235'HIGHWAY 52, 21.0 FT (6.4 M) NORTHWEST OF A WOODEN FENCE POST WITH A NO
 PP0235'TRESPASSING SIGN, 0.2 FT (6 CM) SOUTH OF A FENCE LINE, 0.5 FT (15 CM)
 PP0235'NORTH-NORTHEAST OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 PP0237 ***********************************************************************
 PP0237  DESIGNATION -  2506 P
 PP0237  PID         -  PP0237
 PP0237  STATE/COUNTY-  MN/GOODHUE
 PP0237  COUNTRY     -  US
 PP0237  USGS QUAD   -  ZUMBROTA (2019)
 PP0237
 PP0237                         *CURRENT SURVEY CONTROL
 PP0237  ______________________________________________________________________
 PP0237* NAD 83(1986) POSITION- 44 19 51.56   (N) 092 43 50.26   (W)   HD_HELD1
 PP0237* NAVD 88 ORTHO HEIGHT -   344.944 (meters)     1131.70  (feet) ADJUSTED
 PP0237  ______________________________________________________________________
 PP0237  GEOID HEIGHT    -        -29.844 (meters)                     GEOID18
 PP0237  DYNAMIC HEIGHT  -        344.881 (meters)     1131.50  (feet) COMP
 PP0237  MODELED GRAVITY -    980,424.0   (mgal)                       NAVD 88
 PP0237
 PP0237  VERT ORDER      -  SECOND    CLASS I
 PP0237
 PP0237.The horizontal coordinates were determined by differentially corrected
 PP0237.hand held GPS observations or other comparable positioning techniques
 PP0237.and have an estimated accuracy of +/- 3 meters.
 PP0237
 PP0237.The orthometric height was determined by differential leveling and
 PP0237.adjusted by the NATIONAL GEODETIC SURVEY
 PP0237.in May 2019.
 PP0237
 PP0237.Significant digits in the geoid height do not necessarily reflect accuracy.
 PP0237.GEOID18 height accuracy estimate available here.
 PP0237
 PP0237.Click photographs - Photos may exist for this station.
 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     -   248,673.9     901,232.3     MT  (+/- 3 meters HH1 GPS) 
 PP0237
 PP0237_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWK2147608671(NAD 83)
 PP0237
 PP0237                          SUPERSEDED SURVEY CONTROL
 PP0237
 PP0237  NAVD 88 (06/15/91)  344.952  (m)         1131.73   (f) SUPERSEDED  2 0
 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
 PP0237.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PP0237.See file dsdata.pdf to determine how the superseded data were derived.
 PP0237
 PP0237_MARKER: DB = BENCH MARK DISK
 PP0237_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PP0237_STAMPING: 2506 P 1972
 PP0237_MARK LOGO: MNHD
 PP0237_PROJECTION: RECESSED 15 CENTIMETERS
 PP0237_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 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 - April 22, 2020
 PP0237
 PP0237  HISTORY     - Date     Condition        Report By
 PP0237  HISTORY     - 19720401 MONUMENTED       MNHD
 PP0237  HISTORY     - 20040918 GOOD             USPSQD
 PP0237  HISTORY     - 20090729 MARK NOT FOUND   MNDT
 PP0237  HISTORY     - 20170426 GOOD             MNDT
 PP0237  HISTORY     - 20200422 GOOD             MNDT
 PP0237
 PP0237                          STATION DESCRIPTION
 PP0237
 PP0237'DESCRIBED BY MN HIGHWAY DEPT 1972
 PP0237'4.2 MI SE FROM HADER.
 PP0237'MARK IS LOCATED 4.2 MILES SOUTHEAST OF THE JUNCTION OF T.H. 52 AND
 PP0237'T.H. 57 IN HADER, 97 FEET SOUTHWEST OF THE CENTERLINE OF T.H. 52
 PP0237'SOUTHBOUND, 71 FEET SOUTHWEST OF MILE POST 82, AT (STA. 910+00)
 PP0237'(STENCIL) IN THE TOP OF A 6 FOOT PRECAST CONCRETE MONUMENT SET 3 FEET
 PP0237'LOWER THAN T.H. 52 AND BURIED 2 INCHES BELOW THE GROUND.  SW  SW 1/4
 PP0237'SECTION 15, T 110N, R 16W.
 PP0237
 PP0237                          STATION RECOVERY (2004)
 PP0237
 PP0237'RECOVERY NOTE BY US POWER SQUADRON 2004 (AEH)
 PP0237'MARK WAS FOUND 8 INCHES BELOW GRADE
 PP0237
 PP0237                          STATION RECOVERY (2009)
 PP0237
 PP0237'RECOVERY NOTE BY MN DEPT OF TRANSP 2009 (WEF)
 PP0237'THE MARK WAS NOT RECOVERED.
 PP0237
 PP0237                          STATION RECOVERY (2017)
 PP0237
 PP0237'RECOVERY NOTE BY MN DEPT OF TRANSP 2017 (KMS)
 PP0237'THE MARK IS LOCATED ABOUT 4.2 MI (6.8 KM) SOUTHEAST OF HADER.
 PP0237'
 PP0237'TO REACH THE MARK GO 4.2 MI (6.8 KM) SOUTHEAST ALONG TRUNK HIGHWAY 52
 PP0237'FROM THE JUNCTION OF TRUNK HIGHWAY 52 AND TRUNK HIGHWAY 57 IN HADER,
 PP0237'AT TRUNK HIGHWAY 52 MILE POINT 82.0.
 PP0237'
 PP0237'THE MARK IS LOCATED 97.0 FT (29.6 M) SOUTHWEST OF SOUTHBOUND TRUNK
 PP0237'HIGHWAY 52, 71.0 FT (21.6 M) SOUTHWEST OF MILEPOST 82, 1.0 FT (0.3 M)
 PP0237'NORTHWEST OF A WITNESS POST.
 PP0237
 PP0237                          STATION RECOVERY (2020)
 PP0237
 PP0237'RECOVERY NOTE BY MN DEPT OF TRANSP 2020 (SEL)
 PP0237'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 PP0238 ***********************************************************************
 PP0238  DESIGNATION -  2506 Q
 PP0238  PID         -  PP0238
 PP0238  STATE/COUNTY-  MN/GOODHUE
 PP0238  COUNTRY     -  US
 PP0238  USGS QUAD   -  ZUMBROTA (2019)
 PP0238
 PP0238                         *CURRENT SURVEY CONTROL
 PP0238  ______________________________________________________________________
 PP0238* NAD 83(1986) POSITION- 44 20 04.73   (N) 092 44 15.43   (W)   HD_HELD1
 PP0238* NAVD 88 ORTHO HEIGHT -   345.230 (meters)     1132.64  (feet) ADJUSTED
 PP0238  ______________________________________________________________________
 PP0238  GEOID HEIGHT    -        -29.826 (meters)                     GEOID18
 PP0238  DYNAMIC HEIGHT  -        345.166 (meters)     1132.43  (feet) COMP
 PP0238  MODELED GRAVITY -    980,423.7   (mgal)                       NAVD 88
 PP0238
 PP0238  VERT ORDER      -  SECOND    CLASS I
 PP0238
 PP0238.The horizontal coordinates were determined by differentially corrected
 PP0238.hand held GPS observations or other comparable positioning techniques
 PP0238.and have an estimated accuracy of +/- 3 meters.
 PP0238
 PP0238.The orthometric height was determined by differential leveling and
 PP0238.adjusted by the NATIONAL GEODETIC SURVEY
 PP0238.in May 2019.
 PP0238
 PP0238.Significant digits in the geoid height do not necessarily reflect accuracy.
 PP0238.GEOID18 height accuracy estimate available here.
 PP0238
 PP0238.Click photographs - Photos may exist for this station.
 PP0238
 PP0238.The dynamic height is computed by dividing the NAVD 88
 PP0238.geopotential number by the normal gravity value computed on the
 PP0238.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP0238.degrees latitude (g = 980.6199 gals.).
 PP0238
 PP0238.The modeled gravity was interpolated from observed gravity values.
 PP0238
 PP0238;                    North         East    Units  Estimated Accuracy
 PP0238;SPC MN S     -   249,071.6     900,668.5     MT  (+/- 3 meters HH1 GPS) 
 PP0238
 PP0238_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWK2091709075(NAD 83)
 PP0238
 PP0238                          SUPERSEDED SURVEY CONTROL
 PP0238
 PP0238  NAVD 88 (06/15/91)  345.242  (m)         1132.68   (f) SUPERSEDED  2 0
 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
 PP0238.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PP0238.See file dsdata.pdf to determine how the superseded data were derived.
 PP0238
 PP0238_MARKER: DB = BENCH MARK DISK
 PP0238_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 PP0238_STAMPING: 2506 Q 1972
 PP0238_MARK LOGO: MNHD
 PP0238_PROJECTION: PROJECTING 15 CENTIMETERS
 PP0238_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 PP0238_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PP0238_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 PP0238+SATELLITE: SATELLITE OBSERVATIONS - April 26, 2017
 PP0238
 PP0238  HISTORY     - Date     Condition        Report By
 PP0238  HISTORY     - 19720401 MONUMENTED       MNHD
 PP0238  HISTORY     - 20040918 GOOD             USPSQD
 PP0238  HISTORY     - 20090729 GOOD             MNDT
 PP0238  HISTORY     - 20170426 GOOD             MNDT
 PP0238
 PP0238                          STATION DESCRIPTION
 PP0238
 PP0238'DESCRIBED BY MN HIGHWAY DEPT 1972
 PP0238'3.9 MI SE FROM HADER.
 PP0238'MARK IS LOCATED 3.9 MILES SOUTHEAST ALONG T.H. 52 FROM THE JUNCTION OF
 PP0238'T.H. 52 AND T.H. 57 IN HADER, 100 FEET NORTHEAST OF THE CENTERLINE OF
 PP0238'THE NORTHBOUND LANE OF T.H. 52 AT MILE POINT 82.4 (STA. 888+00), AT A
 PP0238'RAVINE ABOUT 25 FEET DEEP, 10 FEET WEST OF A POWER POLE, 6 FEET SOUTH
 PP0238'OF A FENCE CORNER, IN THE TOP OF A 6 FOOT PRECAST CONCRETE MONUMENT
 PP0238'SET 10 FEET LOWER THAN THE ROADWAY AND PROJECTING 6 INCHES ABOVE THE
 PP0238'GROUND.  NE 1/4 SECTION 16, T 110N, R 16W.
 PP0238
 PP0238                          STATION RECOVERY (2004)
 PP0238
 PP0238'RECOVERY NOTE BY US POWER SQUADRON 2004 (AEH)
 PP0238'RECOVERED IN GOOD CONDITION.
 PP0238
 PP0238                          STATION RECOVERY (2009)
 PP0238
 PP0238'RECOVERY NOTE BY MN DEPT OF TRANSP 2009 (KLM)
 PP0238'RECOVERED AS DESCRIBED.
 PP0238
 PP0238                          STATION RECOVERY (2017)
 PP0238
 PP0238'RECOVERY NOTE BY MN DEPT OF TRANSP 2017 (KMS)
 PP0238'THE MARK IS LOCATED ABOUT 3.9 MILES SOUTHEAST OF HADER.
 PP0238'
 PP0238'TO REACH THE MARK GO 3.9 MILES SOUTHEAST ALONG TRUNK HIGHWAY 52 FROM
 PP0238'THE JUNCTION OF TRUNK HIGHWAY 52 AND TRUNK HIGHWAY 57 IN HADER, AT
 PP0238'TRUNK HIGHWAY 52 MILE POINT 82.4.
 PP0238'
 PP0238'THE MARK IS LOCATED 132.4 FEET NORTH-NORTHEAST OF NORTHBOUND TRUNK
 PP0238'HIGHWAY 52, 1.0 FOOT SOUTHWEST OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 PP0239 ***********************************************************************
 PP0239  DESIGNATION -  2506 R
 PP0239  PID         -  PP0239
 PP0239  STATE/COUNTY-  MN/GOODHUE
 PP0239  COUNTRY     -  US
 PP0239  USGS QUAD   -  ZUMBROTA (2019)
 PP0239
 PP0239                         *CURRENT SURVEY CONTROL
 PP0239  ______________________________________________________________________
 PP0239* NAD 83(1986) POSITION- 44 20 11.75   (N) 092 44 45.03   (W)   HD_HELD1
 PP0239* NAVD 88 ORTHO HEIGHT -   358.771 (meters)     1177.07  (feet) ADJUSTED
 PP0239  ______________________________________________________________________
 PP0239  GEOID HEIGHT    -        -29.803 (meters)                     GEOID18
 PP0239  DYNAMIC HEIGHT  -        358.705 (meters)     1176.85  (feet) COMP
 PP0239  MODELED GRAVITY -    980,423.4   (mgal)                       NAVD 88
 PP0239
 PP0239  VERT ORDER      -  SECOND    CLASS I
 PP0239
 PP0239.The horizontal coordinates were determined by differentially corrected
 PP0239.hand held GPS observations or other comparable positioning techniques
 PP0239.and have an estimated accuracy of +/- 3 meters.
 PP0239
 PP0239.The orthometric height was determined by differential leveling and
 PP0239.adjusted by the NATIONAL GEODETIC SURVEY
 PP0239.in May 2019.
 PP0239
 PP0239.Significant digits in the geoid height do not necessarily reflect accuracy.
 PP0239.GEOID18 height accuracy estimate available here.
 PP0239
 PP0239.Click photographs - Photos may exist for this station.
 PP0239
 PP0239.The dynamic height is computed by dividing the NAVD 88
 PP0239.geopotential number by the normal gravity value computed on the
 PP0239.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP0239.degrees latitude (g = 980.6199 gals.).
 PP0239
 PP0239.The modeled gravity was interpolated from observed gravity values.
 PP0239
 PP0239;                    North         East    Units  Estimated Accuracy
 PP0239;SPC MN S     -   249,278.2     900,009.5     MT  (+/- 3 meters HH1 GPS) 
 PP0239
 PP0239_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWK2026109290(NAD 83)
 PP0239
 PP0239                          SUPERSEDED SURVEY CONTROL
 PP0239
 PP0239  NAVD 88 (06/15/91)  358.754  (m)         1177.01   (f) SUPERSEDED  2 0
 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
 PP0239.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PP0239.See file dsdata.pdf to determine how the superseded data were derived.
 PP0239
 PP0239_MARKER: DB = BENCH MARK DISK
 PP0239_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 PP0239_STAMPING: 2506 R 1972
 PP0239_MARK LOGO: MNHD
 PP0239_PROJECTION: RECESSED 10 CENTIMETERS
 PP0239_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 PP0239_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PP0239_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 PP0239+SATELLITE: SATELLITE OBSERVATIONS - April 26, 2017
 PP0239
 PP0239  HISTORY     - Date     Condition        Report By
 PP0239  HISTORY     - 1972     MONUMENTED       MNDT
 PP0239  HISTORY     - 20040918 GOOD             USPSQD
 PP0239  HISTORY     - 20090729 GOOD             MNDT
 PP0239  HISTORY     - 20170426 GOOD             MNDT
 PP0239
 PP0239                          STATION DESCRIPTION
 PP0239
 PP0239'DESCRIBED BY MN DEPT OF TRANSP 1972
 PP0239'3.5 MI SE FROM HADER.
 PP0239'MARK IS LOCATED 3.5 MILES SOUTHEAST ALONG T.H. 52 FROM THE JUNTION OF
 PP0239'T.H. 52 AND T.H. 57 IN HADER, 90 FEET NORTHEAST OF THE CENTERLINE OF
 PP0239'THE NORTHBOUND LANE OF T.H. 52 AT MILE POINT 82.85 (STA. 865+00), 52
 PP0239'FEET NORTH OF THE NORTHEAST END OF A CULVERT UNDER T.H. 52 NB, 102
 PP0239'FEET NORTHWEST OF A POWER POLE, 140 FEET SOUTHEAST OF A POWER POLE,
 PP0239'ABOUT 250 FEET EAST OF A HIGHWAY CROSS-OVER, 1 FOOT SOUTH OF A STEEL
 PP0239'WITNESS POST IN THE TOP OF A 6 FOOT PRECAST CONCRETE MONUMENT SET 2
 PP0239'FEET LOWER THAN THE ROADWAY AND PROJECTING 2 INCHES ABOVE THE GROUND.
 PP0239'NW 1/4 SECTION 16, T 110N, R 16W.
 PP0239
 PP0239                          STATION RECOVERY (2004)
 PP0239
 PP0239'RECOVERY NOTE BY US POWER SQUADRON 2004 (AEH)
 PP0239'RECOVERED IN GOOD CONDITION.
 PP0239
 PP0239                          STATION RECOVERY (2009)
 PP0239
 PP0239'RECOVERY NOTE BY MN DEPT OF TRANSP 2009 (WEF)
 PP0239'RECOVERED AS DESCRIBED.
 PP0239
 PP0239                          STATION RECOVERY (2017)
 PP0239
 PP0239'RECOVERY NOTE BY MN DEPT OF TRANSP 2017 (KMS)
 PP0239'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 PP0240 ***********************************************************************
 PP0240  DESIGNATION -  2506 R 1
 PP0240  PID         -  PP0240
 PP0240  STATE/COUNTY-  MN/GOODHUE
 PP0240  COUNTRY     -  US
 PP0240  USGS QUAD   -  WANAMINGO (2019)
 PP0240
 PP0240                         *CURRENT SURVEY CONTROL
 PP0240  ______________________________________________________________________
 PP0240* NAD 83(1986) POSITION- 44 20 22.44   (N) 092 45 14.45   (W)   HD_HELD1
 PP0240* NAVD 88 ORTHO HEIGHT -   360.098 (meters)     1181.42  (feet) ADJUSTED
 PP0240  ______________________________________________________________________
 PP0240  GEOID HEIGHT    -        -29.780 (meters)                     GEOID18
 PP0240  DYNAMIC HEIGHT  -        360.032 (meters)     1181.21  (feet) COMP
 PP0240  MODELED GRAVITY -    980,423.2   (mgal)                       NAVD 88
 PP0240
 PP0240  VERT ORDER      -  SECOND    CLASS I
 PP0240
 PP0240.The horizontal coordinates were determined by differentially corrected
 PP0240.hand held GPS observations or other comparable positioning techniques
 PP0240.and have an estimated accuracy of +/- 3 meters.
 PP0240
 PP0240.The orthometric height was determined by differential leveling and
 PP0240.adjusted by the NATIONAL GEODETIC SURVEY
 PP0240.in May 2019.
 PP0240
 PP0240.Significant digits in the geoid height do not necessarily reflect accuracy.
 PP0240.GEOID18 height accuracy estimate available here.
 PP0240
 PP0240.Click photographs - Photos may exist for this station.
 PP0240
 PP0240.The dynamic height is computed by dividing the NAVD 88
 PP0240.geopotential number by the normal gravity value computed on the
 PP0240.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP0240.degrees latitude (g = 980.6199 gals.).
 PP0240
 PP0240.The modeled gravity was interpolated from observed gravity values.
 PP0240
 PP0240;                    North         East    Units  Estimated Accuracy
 PP0240;SPC MN S     -   249,598.1     899,352.9     MT  (+/- 3 meters HH1 GPS) 
 PP0240
 PP0240_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWK1960809618(NAD 83)
 PP0240
 PP0240                          SUPERSEDED SURVEY CONTROL
 PP0240
 PP0240  NAVD 88 (06/15/91)  360.111  (m)         1181.46   (f) SUPERSEDED  2 0
 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
 PP0240.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PP0240.See file dsdata.pdf to determine how the superseded data were derived.
 PP0240
 PP0240_MARKER: DB = BENCH MARK DISK
 PP0240_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 PP0240_STAMPING: 2506 R 1 1972
 PP0240_MARK LOGO: MNHD
 PP0240_PROJECTION: FLUSH
 PP0240_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 PP0240_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PP0240_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 PP0240+SATELLITE: SATELLITE OBSERVATIONS - April 26, 2017
 PP0240
 PP0240  HISTORY     - Date     Condition        Report By
 PP0240  HISTORY     - 19720401 MONUMENTED       MNHD
 PP0240  HISTORY     - 20040918 GOOD             USPSQD
 PP0240  HISTORY     - 20090810 GOOD             MNDT
 PP0240  HISTORY     - 20170426 GOOD             MNDT
 PP0240
 PP0240                          STATION DESCRIPTION
 PP0240
 PP0240'DESCRIBED BY MN HIGHWAY DEPT 1972
 PP0240'2.9 MI SE FROM HADER.
 PP0240'MARK IS LOCATED 2.9 MILES SOUTHEAST ALONG T.H. 52 FROM THE JUNCTION OF
 PP0240'T.H. 52 AND T.H. 57 IN HADER, 0.1 MILE SOUTHEAST OF A T-ROAD
 PP0240'NORTHEAST, 90 FEET NORTHEAST OF THE CENTERLINE OF THE NORTHBOUND LANE
 PP0240'OF T.H. 52 AT MILE POINT 83.3, 43 FEET SOUTHEAST OF A POWER POLE, 205
 PP0240'FEET NORTHWEST OF A POWER POLE, 1 FOOT SOUTHWEST OF A STEEL WITNESS
 PP0240'POST IN THE TOP OF A 6 FOOT PRECAST CONCRETE MONUMENT SET 5 FEET
 PP0240'HIGHER THAN THE ROADWAY AND PROJECTING 3 INCHES ABOVE THE GROUND.  NW
 PP0240'1/4 SECTION 9, T 110N, R 16W.
 PP0240
 PP0240                          STATION RECOVERY (2004)
 PP0240
 PP0240'RECOVERY NOTE BY US POWER SQUADRON 2004 (AEH)
 PP0240'RECOVERED IN GOOD CONDITION.
 PP0240
 PP0240                          STATION RECOVERY (2009)
 PP0240
 PP0240'RECOVERY NOTE BY MN DEPT OF TRANSP 2009 (WEF)
 PP0240'RECOVERED AS DESCRIBED.
 PP0240
 PP0240                          STATION RECOVERY (2017)
 PP0240
 PP0240'RECOVERY NOTE BY MN DEPT OF TRANSP 2017 (KMS)
 PP0240'THE MARK IS LOCATED ABOUT 2.9 MI (4.7 KM) SOUTHEAST OF HADER.
 PP0240'
 PP0240'TO REACH THE MARK GO 2.9 MI (4.7 KM) SOUTHEAST ALONG TRUNK HIGHWAY 52
 PP0240'FROM THE JUNCTION OF TRUNK HIGHWAY 52 AND TRUNK HIGHWAY 57 IN HADER,
 PP0240'AT TRUNK HIGHWAY 52 MILE POINT 83.3.
 PP0240'
 PP0240'THE MARK IS LOCATED 90.0 FT (27.4 M) NORTHEAST OF NORTHBOUND TRUNK
 PP0240'HIGHWAY 52, 1.0 FT (0.3 M) SOUTHWEST OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 PP0241 ***********************************************************************
 PP0241  DESIGNATION -  2506 S
 PP0241  PID         -  PP0241
 PP0241  STATE/COUNTY-  MN/GOODHUE
 PP0241  COUNTRY     -  US
 PP0241  USGS QUAD   -  WANAMINGO (2019)
 PP0241
 PP0241                         *CURRENT SURVEY CONTROL
 PP0241  ______________________________________________________________________
 PP0241* NAD 83(1986) POSITION- 44 20 33.35   (N) 092 45 40.54   (W)   HD_HELD1
 PP0241* NAVD 88 ORTHO HEIGHT -   367.551 (meters)     1205.87  (feet) ADJUSTED
 PP0241  ______________________________________________________________________
 PP0241  GEOID HEIGHT    -        -29.760 (meters)                     GEOID18
 PP0241  DYNAMIC HEIGHT  -        367.483 (meters)     1205.65  (feet) COMP
 PP0241  MODELED GRAVITY -    980,422.7   (mgal)                       NAVD 88
 PP0241
 PP0241  VERT ORDER      -  SECOND    CLASS I
 PP0241
 PP0241.The horizontal coordinates were determined by differentially corrected
 PP0241.hand held GPS observations or other comparable positioning techniques
 PP0241.and have an estimated accuracy of +/- 3 meters.
 PP0241
 PP0241.The orthometric height was determined by differential leveling and
 PP0241.adjusted by the NATIONAL GEODETIC SURVEY
 PP0241.in May 2019.
 PP0241
 PP0241.Significant digits in the geoid height do not necessarily reflect accuracy.
 PP0241.GEOID18 height accuracy estimate available here.
 PP0241
 PP0241.Click photographs - Photos may exist for this station.
 PP0241
 PP0241.The dynamic height is computed by dividing the NAVD 88
 PP0241.geopotential number by the normal gravity value computed on the
 PP0241.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP0241.degrees latitude (g = 980.6199 gals.).
 PP0241
 PP0241.The modeled gravity was interpolated from observed gravity values.
 PP0241
 PP0241;                    North         East    Units  Estimated Accuracy
 PP0241;SPC MN S     -   249,926.0     898,769.9     MT  (+/- 3 meters HH1 GPS) 
 PP0241
 PP0241_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWK1903009953(NAD 83)
 PP0241
 PP0241                          SUPERSEDED SURVEY CONTROL
 PP0241
 PP0241  NAVD 88 (06/15/91)  367.481  (m)         1205.64   (f) SUPERSEDED  2 0
 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
 PP0241.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PP0241.See file dsdata.pdf to determine how the superseded data were derived.
 PP0241
 PP0241_MARKER: DB = BENCH MARK DISK
 PP0241_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 PP0241_STAMPING: 2506 S 1972
 PP0241_MARK LOGO: MNHD
 PP0241_PROJECTION: PROJECTING 5 CENTIMETERS
 PP0241_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 PP0241_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PP0241_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 PP0241+SATELLITE: SATELLITE OBSERVATIONS - April 26, 2017
 PP0241
 PP0241  HISTORY     - Date     Condition        Report By
 PP0241  HISTORY     - 19720401 MONUMENTED       MNHD
 PP0241  HISTORY     - 20040918 GOOD             USPSQD
 PP0241  HISTORY     - 20090810 GOOD             MNDT
 PP0241  HISTORY     - 20170426 GOOD             MNDT
 PP0241
 PP0241                          STATION DESCRIPTION
 PP0241
 PP0241'DESCRIBED BY MN HIGHWAY DEPT 1972
 PP0241'2.4 MI SE FROM HADER.
 PP0241'MARK IS LOCATED 2.4 MILES SOUTHEAST ALONG T.H. 52 FROM THE JUNCTION OF
 PP0241'T.H. 52 AND T.H. 57 IN HADER, 93 FEET NORTHEAST OF THE CENTERLINE OF
 PP0241'THE NORTHBOUND LANE OF T.H. 52 AT MILE POINT 83.75 (STA. 819+10),
 PP0241'OPPOSITE A T-ROAD SOUTH, 55 FEET NORTHEAST OF THE SOUTHEAST END OF A
 PP0241'24 INCH METAL CULVERT UNDER A FIELD ENTRANCE, 8 FEET NORTH OF A POWER
 PP0241'POLE, 0.8 FEET WEST OF A STEEL WITNESS POST, IN THE TOP OF A 6 FOOT
 PP0241'PRECAST CONCRETE MONUMENT SET 2 FEET LOWER THAN THE ROADWAY AND
 PP0241'PROJECTING 1 INCH ABOVE THE GROUND.  SEE 1/4 SECTION 8, T 110N, R 16W.
 PP0241
 PP0241                          STATION RECOVERY (2004)
 PP0241
 PP0241'RECOVERY NOTE BY US POWER SQUADRON 2004 (NDM)
 PP0241'RECOVERED IN GOOD CONDITION.
 PP0241
 PP0241                          STATION RECOVERY (2009)
 PP0241
 PP0241'RECOVERY NOTE BY MN DEPT OF TRANSP 2009 (WEF)
 PP0241'RECOVERED AS DESCRIBED.
 PP0241
 PP0241                          STATION RECOVERY (2017)
 PP0241
 PP0241'RECOVERY NOTE BY MN DEPT OF TRANSP 2017 (KMS)
 PP0241'THE MARK IS LOCATED ABOUT 2.4 MI (3.9 KM) SOUTHEAST FROM HADER.
 PP0241'
 PP0241'TO REACH THE MARK GO 2.4 MI (3.9 KM) SOUTHEAST ALONG TRUNK HIGHWAY 52
 PP0241'FROM THE JUNCTION OF TRUNK HIGHWAY 52 AND TRUNK HIGHWAY 57 IN HADER,
 PP0241'AT TRUNK HIGHWAY 52 MILE POINT 83.75.
 PP0241'
 PP0241'THE MARK IS LOCATED 93 FT (28.3 M) NORTHEAST OF NORTHBOUND TRUNK
 PP0241'HIGHWAY 52, OPPOSITE OF A TEE-ROAD SOUTH, 8.0 FT (2.4 M) NORTH OF A
 PP0241'POWER POLE, 0.5 FT (15 CM) SOUTHWEST OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 PP0246 ***********************************************************************
 PP0246  DESIGNATION -  2506 T
 PP0246  PID         -  PP0246
 PP0246  STATE/COUNTY-  MN/GOODHUE
 PP0246  COUNTRY     -  US
 PP0246  USGS QUAD   -  WANAMINGO (2019)
 PP0246
 PP0246                         *CURRENT SURVEY CONTROL
 PP0246  ______________________________________________________________________
 PP0246* NAD 83(1986) POSITION- 44 20 50.69   (N) 092 46 17.65   (W)   HD_HELD1
 PP0246* NAVD 88 ORTHO HEIGHT -   378.314 (meters)     1241.19  (feet) ADJUSTED
 PP0246  ______________________________________________________________________
 PP0246  GEOID HEIGHT    -        -29.731 (meters)                     GEOID18
 PP0246  DYNAMIC HEIGHT  -        378.245 (meters)     1240.96  (feet) COMP
 PP0246  MODELED GRAVITY -    980,423.7   (mgal)                       NAVD 88
 PP0246
 PP0246  VERT ORDER      -  SECOND    CLASS I
 PP0246
 PP0246.The horizontal coordinates were determined by differentially corrected
 PP0246.hand held GPS observations or other comparable positioning techniques
 PP0246.and have an estimated accuracy of +/- 3 meters.
 PP0246
 PP0246.The orthometric height was determined by differential leveling and
 PP0246.adjusted by the NATIONAL GEODETIC SURVEY
 PP0246.in May 2019.
 PP0246
 PP0246.Significant digits in the geoid height do not necessarily reflect accuracy.
 PP0246.GEOID18 height accuracy estimate available here.
 PP0246
 PP0246.Click photographs - Photos may exist for this station.
 PP0246
 PP0246.The dynamic height is computed by dividing the NAVD 88
 PP0246.geopotential number by the normal gravity value computed on the
 PP0246.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP0246.degrees latitude (g = 980.6199 gals.).
 PP0246
 PP0246.The modeled gravity was interpolated from observed gravity values.
 PP0246
 PP0246;                    North         East    Units  Estimated Accuracy
 PP0246;SPC MN S     -   250,448.8     897,940.0     MT  (+/- 3 meters HH1 GPS) 
 PP0246
 PP0246_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWK1820710485(NAD 83)
 PP0246
 PP0246                          SUPERSEDED SURVEY CONTROL
 PP0246
 PP0246  NAVD 88 (06/15/91)  378.318  (m)         1241.20   (f) SUPERSEDED  2 0
 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
 PP0246.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PP0246.See file dsdata.pdf to determine how the superseded data were derived.
 PP0246
 PP0246_MARKER: DB = BENCH MARK DISK
 PP0246_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 PP0246_STAMPING: 2506 T 1972
 PP0246_MARK LOGO: MNHD
 PP0246_PROJECTION: RECESSED 5 CENTIMETERS
 PP0246_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 PP0246_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PP0246_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 PP0246+SATELLITE: SATELLITE OBSERVATIONS - April 26, 2017
 PP0246
 PP0246  HISTORY     - Date     Condition        Report By
 PP0246  HISTORY     - 19720401 MONUMENTED       MNHD
 PP0246  HISTORY     - 20040415 MARK NOT FOUND   MNDT
 PP0246  HISTORY     - 20040918 GOOD             USPSQD
 PP0246  HISTORY     - 20090803 GOOD             MNDT
 PP0246  HISTORY     - 20170426 GOOD             MNDT
 PP0246
 PP0246                          STATION DESCRIPTION
 PP0246
 PP0246'DESCRIBED BY MN HIGHWAY DEPT 1972
 PP0246'2 MI SE FROM HADER.
 PP0246'MARK IS LOCATED 2.0 MILES SOUTHEAST ALONG T.H. 52 FROM THE JUNCTION OF
 PP0246'T.H. 52 AND T.H. 57 IN HADER, 0.3 MILES NORTHWEST OF THE JUNCTION OF
 PP0246'COUNTY ROAD 50, 95 FEET NORTHEAST OF THE CENTERLINE OF THE NORTHBOUND
 PP0246'LANE OF T.H. 52 AT MILE POINT 84.3 (STA. 786+78), 282 FEET SOUTHEAST
 PP0246'OF A ROAD LEADING WEST 257 FEET SOUTHEAST OF A POWER POLE, 17 FEET
 PP0246'NORTHWEST OF A POWER POLE, 1 FOOT WEST OF A STEEL WITNESS POST IN THE
 PP0246'TOP OF A 6 FOOT PRECAST CONCRETE MONUMENT SET LEVEL WITH THE HIGHWAY
 PP0246'AND FLUSH WITH THE GROUND.  SW 1/4 SECTION 8, T 110N, R 16W.
 PP0246
 PP0246                          STATION RECOVERY (2004)
 PP0246
 PP0246'RECOVERY NOTE BY MN DEPT OF TRANSP 2004 (MJS)
 PP0246'2.0 MILES SOUTHEAST OF JUNCTION OF TRUNK HIGHWAY 52 AND TRUNK HIGHWAY
 PP0246'57 AT HADER, 0.3 MILES NORTHWEST OF COUNTY ROAD 50, 95 FEET NORTHEAST
 PP0246'OF NORTHBOUND TRUNK HIGHWAY 52, AT TRUNK HIGHWAY 52 MILEPOINT 84.3,
 PP0246'282 FEET SOUTHEAST OF ROAD WEST, 257 FEET SOUTHEAST OF POWER POLE, 17
 PP0246'FEET NORTHWEST OF POWER POLE, 1 FEET WEST OF WITNESS POST
 PP0246
 PP0246                          STATION RECOVERY (2004)
 PP0246
 PP0246'RECOVERY NOTE BY US POWER SQUADRON 2004 (NDM)
 PP0246'MARK WAS FOUND 4 INCHES BELOW GRADE
 PP0246
 PP0246                          STATION RECOVERY (2009)
 PP0246
 PP0246'RECOVERY NOTE BY MN DEPT OF TRANSP 2009 (WEF)
 PP0246'RECOVERED AS DESCRIBED.
 PP0246
 PP0246                          STATION RECOVERY (2017)
 PP0246
 PP0246'RECOVERY NOTE BY MN DEPT OF TRANSP 2017 (KMS)
 PP0246'THE MARK IS LOCATED ABOUT 2.0 MI (3.2 KM) SOUTHEAST FROM HADER.
 PP0246'
 PP0246'TO REACH THE MARK GO 2.0 MI (3.2 KM) SOUTHEAST ALONG TRUNK HIGHWAY 52
 PP0246'FROM THE JUNCTION OF TRUNK HIGHWAY 52 AND TRUNK HIGHWAY 57 IN HADER,
 PP0246'AT TRUNK HIGHWAY 52 MILE POINT 84.3.
 PP0246'
 PP0246'THE MARK IS LOCATED 95.0 FT (29.0 M) NORTHEAST OF NORTHBOUND TRUNK
 PP0246'HIGHWAY 52, 17.0 FT (5.2 M) NORTHWEST OF A POWER POLE NUMBER 130, 1.0
 PP0246'FT (0.3 M) WEST OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 PP0247 ***********************************************************************
 PP0247  DESIGNATION -  2506 U
 PP0247  PID         -  PP0247
 PP0247  STATE/COUNTY-  MN/GOODHUE
 PP0247  COUNTRY     -  US
 PP0247  USGS QUAD   -  WANAMINGO (2019)
 PP0247
 PP0247                         *CURRENT SURVEY CONTROL
 PP0247  ______________________________________________________________________
 PP0247* NAD 83(2011) POSITION- 44 21 02.66033(N) 092 46 37.29157(W)   ADJUSTED
 PP0247* NAD 83(2011) ELLIP HT-   346.395 (meters)        (06/27/12)   ADJUSTED
 PP0247* NAD 83(2011) EPOCH   -  2010.00
 PP0247* NAVD 88 ORTHO HEIGHT -   376.096 (meters)     1233.91  (feet) ADJUSTED
 PP0247  ______________________________________________________________________
 PP0247  GEOID HEIGHT    -        -29.715 (meters)                     GEOID18
 PP0247  NAD 83(2011) X  -   -221,343.644 (meters)                     COMP
 PP0247  NAD 83(2011) Y  - -4,563,200.657 (meters)                     COMP
 PP0247  NAD 83(2011) Z  -  4,436,285.260 (meters)                     COMP
 PP0247  LAPLACE CORR    -         -8.05  (seconds)                    DEFLEC18
 PP0247  DYNAMIC HEIGHT  -        376.028 (meters)     1233.69  (feet) COMP
 PP0247  MODELED GRAVITY -    980,425.5   (mgal)                       NAVD 88
 PP0247
 PP0247  VERT ORDER      -  SECOND    CLASS I
 PP0247
 PP0247  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 PP0247  Standards:
 PP0247         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 PP0247            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 PP0247  -------------------------------------------------------------------
 PP0247  NETWORK    0.57   0.61           0.27   0.18   0.31     -0.06497219
 PP0247  -------------------------------------------------------------------
 PP0247  Click here for local accuracies and other accuracy information.
 PP0247
 PP0247.The horizontal coordinates were established by GPS observations
 PP0247.and adjusted by the National Geodetic Survey in June 2012.
 PP0247
 PP0247.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 PP0247.been affixed to the stable North American tectonic plate. See 
 PP0247.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 PP0247
 PP0247.The horizontal coordinates are valid at the epoch date displayed above
 PP0247.which is a decimal equivalence of Year/Month/Day.
 PP0247
 PP0247.The orthometric height was determined by differential leveling and
 PP0247.adjusted by the NATIONAL GEODETIC SURVEY
 PP0247.in May 2019.
 PP0247
 PP0247.Significant digits in the geoid height do not necessarily reflect accuracy.
 PP0247.GEOID18 height accuracy estimate available here.
 PP0247
 PP0247.Click photographs - Photos may exist for this station.
 PP0247
 PP0247.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 PP0247
 PP0247.The Laplace correction was computed from DEFLEC18 derived deflections.
 PP0247
 PP0247.The ellipsoidal height was determined by GPS observations
 PP0247.and is referenced to NAD 83.
 PP0247
 PP0247.The dynamic height is computed by dividing the NAVD 88
 PP0247.geopotential number by the normal gravity value computed on the
 PP0247.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP0247.degrees latitude (g = 980.6199 gals.).
 PP0247
 PP0247.The modeled gravity was interpolated from observed gravity values.
 PP0247
 PP0247. The following values were computed from the NAD 83(2011) position.
 PP0247
 PP0247;                    North         East     Units Scale Factor Converg.
 PP0247;SPC MN S     -   250,811.641   897,499.539   MT  0.99992549   +0 51 26.0
 PP0247;SPC MN S     -   822,871.19  2,944,546.40   sFT  0.99992549   +0 51 26.0
 PP0247;UTM  15      - 4,910,854.020   517,771.140   MT  0.99960388   +0 09 21.1
 PP0247
 PP0247!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PP0247!SPC MN S     -   0.99994569  x   0.99992549  =   0.99987118
 PP0247!UTM  15      -   0.99994569  x   0.99960388  =   0.99954959
 PP0247
 PP0247_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWK1777110854(NAD 83)
 PP0247
 PP0247                          SUPERSEDED SURVEY CONTROL
 PP0247
 PP0247  NAD 83(2007)-  44 21 02.66039(N)    092 46 37.29248(W) AD(2002.00) 0
 PP0247  ELLIP H (02/10/07)  346.414  (m)                       GP(2002.00)    
 PP0247  NAD 83(1996)-  44 21 02.65996(N)    092 46 37.29174(W) AD(       ) 1
 PP0247  ELLIP H (11/05/04)  346.457  (m)                       GP(       ) 4 1
 PP0247  NAVD 88             376.10   (m)         1233.9    (f) LEVELING    3  
 PP0247  NAVD 88 (06/15/91)  376.104  (m)         1233.93   (f) SUPERSEDED  2 0
 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
 PP0247.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PP0247.See file dsdata.pdf to determine how the superseded data were derived.
 PP0247
 PP0247_MARKER: DB = BENCH MARK DISK
 PP0247_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 PP0247_STAMPING: 2506 U 1972
 PP0247_MARK LOGO: MNHD
 PP0247_PROJECTION: PROJECTING 5 CENTIMETERS
 PP0247_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 PP0247_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PP0247_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 PP0247+SATELLITE: SATELLITE OBSERVATIONS - April 26, 2017
 PP0247
 PP0247  HISTORY     - Date     Condition        Report By
 PP0247  HISTORY     - 19720401 MONUMENTED       MNHD
 PP0247  HISTORY     - 20040610 GOOD             MNDT
 PP0247  HISTORY     - 20040918 GOOD             USPSQD
 PP0247  HISTORY     - 20090803 GOOD             MNDT
 PP0247  HISTORY     - 20170426 GOOD             MNDT
 PP0247
 PP0247                          STATION DESCRIPTION
 PP0247
 PP0247'DESCRIBED BY MN HIGHWAY DEPT 1972
 PP0247'1.5 MI SE FROM HADER.
 PP0247'MARK IS LOCATED 1.5 MILES SOUTHEAST ALONG T.H. 52 FROM THE JUNCTION OF
 PP0247'T.H. 52 AND T.H. 57 IN HADER, ABOUT 300 FEET SOUTHEAST OF A GROUP OF
 PP0247'RED FARM BUILDINGS, 94 FEET NORTHEAST OF THE CENTERLINE OF THE
 PP0247'NORTHBOUND LANE OF T.H. 52 AT MILE POINT 84.7 (STA. 767+70) 247 FEET
 PP0247'SOUTHEAST OF A POWER POLE, 8 FEET NORTHWEST OF A POWER POLE, 0.8 FEET
 PP0247'WEST OF A STEEL WITNESS POST, IN THE TOP OF A 6 FOOT PRECAST CONCRETE
 PP0247'MONUMENT SET 2 FEET LOWER THAN THE ROADWAY AND PROJECTING 4 INCHES
 PP0247'ABOVE THE GROUND.  NE 1/4 SECTION 7, T 110N, R 16W.
 PP0247
 PP0247                          STATION RECOVERY (2004)
 PP0247
 PP0247'RECOVERY NOTE BY MN DEPT OF TRANSP 2004 (BJJ)
 PP0247'1.5 MILES SOUTHEAST OF JUNCTION OF TRUNK HIGHWAY 52 AND TRUNK HIGHWAY
 PP0247'57 AT HADER, 94 FEET NORTHEAST OF NORTHBOUND TRUNK HIGHWAY 52, AT
 PP0247'TRUNK HIGHWAY 52 MILEPOINT 84.7, 300 FEET SOUTHEAST OF FARM BUILDINGS,
 PP0247'247 FEET SOUTHEAST OF POWER POLE, 8 FEET NORTH OF POWER POLE NUMBER
 PP0247'137, 0.8 FEET WEST OF WITNESS POST
 PP0247
 PP0247                          STATION RECOVERY (2004)
 PP0247
 PP0247'RECOVERY NOTE BY US POWER SQUADRON 2004 (NDM)
 PP0247'RECOVERED IN GOOD CONDITION.
 PP0247
 PP0247                          STATION RECOVERY (2009)
 PP0247
 PP0247'RECOVERY NOTE BY MN DEPT OF TRANSP 2009 (WEF)
 PP0247'RECOVERED AS DESCRIBED.
 PP0247
 PP0247                          STATION RECOVERY (2017)
 PP0247
 PP0247'RECOVERY NOTE BY MN DEPT OF TRANSP 2017 (KMS)
 PP0247'THE MARK IS LOCATED ABOUT 1.5 MI (2.4 KM) SOUTHEAST FROM HADER.
 PP0247'
 PP0247'TO REACH THE MARK GO 1.5 MI (2.4 KM) SOUTHEAST ALONG TRUNK HIGHWAY 52
 PP0247'FROM THE JUNCTION OF TRUNK HIGHWAY 52 AND TRUNK HIGHWAY 57 IN HADER,
 PP0247'AT TRUNK HIGHWAY 52 MILE POINT 84.7.
 PP0247'
 PP0247'THE MARK IS LOCATED 94 FT (28.7 M) NORTHEAST OF NORTHBOUND TRUNK
 PP0247'HIGHWAY 52, 8.0 FT (2.4 M) NORTH OF A POWER POLE NUMBER NUMBER 137,
 PP0247'0.8 FT (24 CM) SOUTHWEST OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 PP0249 ***********************************************************************
 PP0249  DESIGNATION -  2506 W
 PP0249  PID         -  PP0249
 PP0249  STATE/COUNTY-  MN/GOODHUE
 PP0249  COUNTRY     -  US
 PP0249  USGS QUAD   -  WANAMINGO (2019)
 PP0249
 PP0249                         *CURRENT SURVEY CONTROL
 PP0249  ______________________________________________________________________
 PP0249* NAD 83(1986) POSITION- 44 21 33.43   (N) 092 47 19.76   (W)   HD_HELD1
 PP0249* NAVD 88 ORTHO HEIGHT -   375.086 (meters)     1230.59  (feet) ADJUSTED
 PP0249  ______________________________________________________________________
 PP0249  GEOID HEIGHT    -        -29.682 (meters)                     GEOID18
 PP0249  DYNAMIC HEIGHT  -        375.020 (meters)     1230.38  (feet) COMP
 PP0249  MODELED GRAVITY -    980,429.1   (mgal)                       NAVD 88
 PP0249
 PP0249  VERT ORDER      -  SECOND    CLASS I
 PP0249
 PP0249.The horizontal coordinates were determined by differentially corrected
 PP0249.hand held GPS observations or other comparable positioning techniques
 PP0249.and have an estimated accuracy of +/- 3 meters.
 PP0249
 PP0249.The orthometric height was determined by differential leveling and
 PP0249.adjusted by the NATIONAL GEODETIC SURVEY
 PP0249.in May 2019.
 PP0249
 PP0249.Significant digits in the geoid height do not necessarily reflect accuracy.
 PP0249.GEOID18 height accuracy estimate available here.
 PP0249
 PP0249.Click photographs - Photos may exist for this station.
 PP0249
 PP0249.The dynamic height is computed by dividing the NAVD 88
 PP0249.geopotential number by the normal gravity value computed on the
 PP0249.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP0249.degrees latitude (g = 980.6199 gals.).
 PP0249
 PP0249.The modeled gravity was interpolated from observed gravity values.
 PP0249
 PP0249;                    North         East    Units  Estimated Accuracy
 PP0249;SPC MN S     -   251,747.2     896,545.1     MT  (+/- 3 meters HH1 GPS) 
 PP0249
 PP0249_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWK1682811800(NAD 83)
 PP0249
 PP0249                          SUPERSEDED SURVEY CONTROL
 PP0249
 PP0249  NAVD 88 (06/15/91)  375.086  (m)         1230.59   (f) SUPERSEDED  2 0
 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
 PP0249.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PP0249.See file dsdata.pdf to determine how the superseded data were derived.
 PP0249
 PP0249_MARKER: DB = BENCH MARK DISK
 PP0249_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 PP0249_STAMPING: 2506 W 1972
 PP0249_MARK LOGO: MNHD
 PP0249_PROJECTION: PROJECTING 5 CENTIMETERS
 PP0249_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 PP0249_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PP0249_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 PP0249+SATELLITE: SATELLITE OBSERVATIONS - April 26, 2017
 PP0249
 PP0249  HISTORY     - Date     Condition        Report By
 PP0249  HISTORY     - 19720401 MONUMENTED       MNHD
 PP0249  HISTORY     - 20040918 GOOD             USPSQD
 PP0249  HISTORY     - 20090803 GOOD             MNDT
 PP0249  HISTORY     - 20170426 GOOD             MNDT
 PP0249
 PP0249                          STATION DESCRIPTION
 PP0249
 PP0249'DESCRIBED BY MN HIGHWAY DEPT 1972
 PP0249'0.7 MI SE FROM HADER.
 PP0249'MARK IS LOCATED 0.7 MILES SOUTHEAST ALONG T.H. 52 FROM THE JUNCTION OF
 PP0249'T.H. 52 AND T.H. 57 IN HADER, 95 FEET NORTHEAST OF THE CENTERLINE OF
 PP0249'THE NORTHBOUND LANE OF T.H. 52 AT MILE POINT 85.6 (STA. 724+50) 262
 PP0249'FEET EAST OF THE NORTHEAST END OF A 18 INCH CONCRETE CULVERT UNDER
 PP0249'T.H. 52, 9 FEET SOUTHEAST OF A POWER POLE, 0.6 FEET WEST OF A STEEL
 PP0249'WITNESS POST, IN THE TOP OF A 6 FOOT CONCRETE MONUMENT PROJECTING 3
 PP0249'INCHES ABOVE THE GROUND.  SW 1/4 SECTION 6, T 110N, R 16W.
 PP0249
 PP0249                          STATION RECOVERY (2004)
 PP0249
 PP0249'RECOVERY NOTE BY US POWER SQUADRON 2004 (NDM)
 PP0249'RECOVERED IN GOOD CONDITION.
 PP0249
 PP0249                          STATION RECOVERY (2009)
 PP0249
 PP0249'RECOVERY NOTE BY MN DEPT OF TRANSP 2009 (WEF)
 PP0249'RECOVERED AS DESCRIBED.
 PP0249
 PP0249                          STATION RECOVERY (2017)
 PP0249
 PP0249'RECOVERY NOTE BY MN DEPT OF TRANSP 2017 (KMS)
 PP0249'THE STATION IS LOCATED ABOUT 7.5 MI (12.1 KM) NORTHWEST OF ZUMBROTA,
 PP0249'6.8 MI (10.9 KM) SOUTH OF WHITE ROCK AND 3.8 MI (6.1 KM) NORTH OF
 PP0249'WANAMINGO.
 PP0249'
 PP0249'TO REACH THE MARK GO 0.7 MI (1.1 KM) SOUTHEAST IN HADER 0.7 MI (1.1
 PP0249'KM) SOUTHEAST ALONG TRUNK HIGHWAY 52 FROM THE JUNCTION OF TRUNK
 PP0249'HIGHWAY 52 AND TRUNK HIGHWAY 57 IN HADER, AT TRUNK HIGHWAY 52 MILE
 PP0249'POINT 85.6.
 PP0249'
 PP0249'THE MARK IS LOCATED 95.0 FT (29.0 M) NORTHEAST OF NORTHBOUND TRUNK
 PP0249'HIGHWAY 52, 0.5 FT (15 CM) SOUTHWEST OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 PP0267 ***********************************************************************
 PP0267  DESIGNATION -  2506 X
 PP0267  PID         -  PP0267
 PP0267  STATE/COUNTY-  MN/GOODHUE
 PP0267  COUNTRY     -  US
 PP0267  USGS QUAD   -  WANAMINGO (2019)
 PP0267
 PP0267                         *CURRENT SURVEY CONTROL
 PP0267  ______________________________________________________________________
 PP0267* NAD 83(1986) POSITION- 44 22 04.90   (N) 092 48 11.35   (W)   HD_HELD1
 PP0267* NAVD 88 ORTHO HEIGHT -   354.921 (meters)     1164.44  (feet) ADJUSTED
 PP0267  ______________________________________________________________________
 PP0267  GEOID HEIGHT    -        -29.641 (meters)                     GEOID18
 PP0267  DYNAMIC HEIGHT  -        354.858 (meters)     1164.23  (feet) COMP
 PP0267  MODELED GRAVITY -    980,432.9   (mgal)                       NAVD 88
 PP0267
 PP0267  VERT ORDER      -  SECOND    CLASS 0
 PP0267
 PP0267.The horizontal coordinates were determined by differentially corrected
 PP0267.hand held GPS observations or other comparable positioning techniques
 PP0267.and have an estimated accuracy of +/- 3 meters.
 PP0267
 PP0267.The orthometric height was determined by differential leveling and
 PP0267.adjusted by the NATIONAL GEODETIC SURVEY
 PP0267.in June 1991.
 PP0267
 PP0267.Significant digits in the geoid height do not necessarily reflect accuracy.
 PP0267.GEOID18 height accuracy estimate available here.
 PP0267
 PP0267.Click photographs - Photos may exist for this station.
 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     -   252,701.6     895,388.6     MT  (+/- 3 meters HH1 GPS) 
 PP0267
 PP0267_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWK1568412769(NAD 83)
 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
 PP0267.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PP0267.See file dsdata.pdf to determine how the superseded data were derived.
 PP0267
 PP0267_MARKER: DB = BENCH MARK DISK
 PP0267_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 PP0267_SP_SET: CULVERT HEADWALL
 PP0267_STAMPING: 2506 X 1972
 PP0267_MARK LOGO: MNHD
 PP0267_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PP0267+STABILITY: SURFACE MOTION
 PP0267
 PP0267  HISTORY     - Date     Condition        Report By
 PP0267  HISTORY     - 1972     MONUMENTED       MNDT
 PP0267  HISTORY     - 20040918 MARK NOT FOUND   USPSQD
 PP0267  HISTORY     - 20090803 MARK NOT FOUND   MNDT
 PP0267
 PP0267                          STATION DESCRIPTION
 PP0267
 PP0267'DESCRIBED BY MN DEPT OF TRANSP 1972
 PP0267'0.25 MI NW FROM HADER.
 PP0267'MARK IS LOCATED 0.25 MILES NORTHWEST ALONG OLD T.H. 52 FROM THE
 PP0267'JUNCTION OF OLD T.H. 52 AND T.H. 57 IN HADER, ABOUT 0.2 MILES
 PP0267'NORTHWEST OF THE HADER STORE, ABOUT 300 FEET SOUTHWEST OF THE
 PP0267'SOUTHBOUND LANE OF THE PRESENT T.H. 52 MILE POINT 86.4 (STA. 675+50),
 PP0267'37 FEET NORTHEAST OF THE CENTERLINE OF OLD T.H. 52 STATIONING 674+44,
 PP0267'IN THE SOUTHEAST CORNER OF A BOX CULVERT ABOUT 10 FEET LOWER THAN THE
 PP0267'LEVEL OF OLD T.H. 52.  NW 1/4 SECTION 1, T 110N, R 17W.
 PP0267
 PP0267                          STATION RECOVERY (2004)
 PP0267
 PP0267'RECOVERY NOTE BY US POWER SQUADRON 2004 (NDM)
 PP0267'AFTER EXTENSIVE SEARCH, OLD BOX CULVERT WAS COVERED IN RUBBLE AND
 PP0267'OVERGROWN WITH UNDERBRUSH
 PP0267
 PP0267                          STATION RECOVERY (2009)
 PP0267
 PP0267'RECOVERY NOTE BY MN DEPT OF TRANSP 2009 (WEF)
 PP0267'THE MARK WAS NOT RECOVERED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 PP0268 ***********************************************************************
 PP0268  DESIGNATION -  2506 Y
 PP0268  PID         -  PP0268
 PP0268  STATE/COUNTY-  MN/GOODHUE
 PP0268  COUNTRY     -  US
 PP0268  USGS QUAD   -  WANAMINGO (2019)
 PP0268
 PP0268                         *CURRENT SURVEY CONTROL
 PP0268  ______________________________________________________________________
 PP0268* NAD 83(1986) POSITION- 44 22 18.00   (N) 092 48 20.00   (W)   HD_HELD1
 PP0268* NAVD 88 ORTHO HEIGHT -   368.406 (meters)     1208.68  (feet) ADJUSTED
 PP0268  ______________________________________________________________________
 PP0268  GEOID HEIGHT    -        -29.636 (meters)                     GEOID18
 PP0268  DYNAMIC HEIGHT  -        368.341 (meters)     1208.47  (feet) COMP
 PP0268  MODELED GRAVITY -    980,433.7   (mgal)                       NAVD 88
 PP0268
 PP0268  VERT ORDER      -  SECOND    CLASS 0
 PP0268
 PP0268.The horizontal coordinates were determined by differentially corrected
 PP0268.hand held GPS observations or other comparable positioning techniques
 PP0268.and have an estimated accuracy of +/- 3 meters.
 PP0268
 PP0268.The orthometric height was determined by differential leveling and
 PP0268.adjusted by the NATIONAL GEODETIC SURVEY
 PP0268.in June 1991.
 PP0268
 PP0268.Significant digits in the geoid height do not necessarily reflect accuracy.
 PP0268.GEOID18 height accuracy estimate available here.
 PP0268
 PP0268.Click photographs - Photos may exist for this station.
 PP0268
 PP0268.The dynamic height is computed by dividing the NAVD 88
 PP0268.geopotential number by the normal gravity value computed on the
 PP0268.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP0268.degrees latitude (g = 980.6199 gals.).
 PP0268
 PP0268.The modeled gravity was interpolated from observed gravity values.
 PP0268
 PP0268;                    North         East    Units  Estimated Accuracy
 PP0268;SPC MN S     -   253,103.1     895,191.2     MT  (+/- 3 meters HH1 GPS) 
 PP0268
 PP0268_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWK1549113172(NAD 83)
 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
 PP0268.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PP0268.See file dsdata.pdf to determine how the superseded data were derived.
 PP0268
 PP0268_MARKER: DB = BENCH MARK DISK
 PP0268_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 PP0268_STAMPING: 2506-Y 1972
 PP0268_MARK LOGO: MNHD
 PP0268_PROJECTION: PROJECTING 13 CENTIMETERS
 PP0268_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PP0268
 PP0268  HISTORY     - Date     Condition        Report By
 PP0268  HISTORY     - 1972     MONUMENTED       MNDT
 PP0268  HISTORY     - 20040918 MARK NOT FOUND   USPSQD
 PP0268  HISTORY     - 20090803 MARK NOT FOUND   MNDT
 PP0268  HISTORY     - 20170426 MARK NOT FOUND   MNDT
 PP0268
 PP0268                          STATION DESCRIPTION
 PP0268
 PP0268'DESCRIBED BY MN DEPT OF TRANSP 1972
 PP0268'0.6 MI NW FROM HADER.
 PP0268'MARK IS LOCATED 0.6 MILES NORTHWEST ALONG T.H. 52 FROM THE JUNCTION OF
 PP0268'T.H. 52 AND T.H. 57 AT HADER, 0.05 MILES NORTHWEST OF THE NORTHWEST
 PP0268'END OF OLD T.H. 52 (NOW A FRONTAGE ROAD).  184 FEET SOUTHWEST OF, AND
 PP0268'6 FEET HIGHER THAN THE CENTERLINE OF NORTH BOUND T.H. 52 AT MILE POINT
 PP0268'86.8 (STATION 657), 37 FEET SOUTHWEST OF THE CENTER OF A DRIVEWAY, 0.8
 PP0268'FEET EAST OF A STEEL WITNESS POST, IN A 6 FOOT PRECAST CONCRETE
 PP0268'MONUMENT PROJECTING 5 INCHES ABOVE GROUND.  SW 1/4 SECTION 36, T 111N,
 PP0268'R 17W.
 PP0268
 PP0268                          STATION RECOVERY (2004)
 PP0268
 PP0268'RECOVERY NOTE BY US POWER SQUADRON 2004 (NDM)
 PP0268'EXTENSIVE ROAD REBUILDING IN AREA
 PP0268
 PP0268                          STATION RECOVERY (2009)
 PP0268
 PP0268'RECOVERY NOTE BY MN DEPT OF TRANSP 2009 (WEF)
 PP0268'THE MARK WAS NOT RECOVERED.
 PP0268
 PP0268                          STATION RECOVERY (2017)
 PP0268
 PP0268'RECOVERY NOTE BY MN DEPT OF TRANSP 2017 (KMS)
 PP0268'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 PP0269 ***********************************************************************
 PP0269  DESIGNATION -  2506 Z
 PP0269  PID         -  PP0269
 PP0269  STATE/COUNTY-  MN/GOODHUE
 PP0269  COUNTRY     -  US
 PP0269  USGS QUAD   -  WHITE ROCK (2019)
 PP0269
 PP0269                         *CURRENT SURVEY CONTROL
 PP0269  ______________________________________________________________________
 PP0269* NAD 83(2011) POSITION- 44 22 35.06152(N) 092 48 40.74483(W)   ADJUSTED
 PP0269* NAD 83(2011) ELLIP HT-   326.905 (meters)        (06/27/12)   ADJUSTED
 PP0269* NAD 83(2011) EPOCH   -  2010.00
 PP0269* NAVD 88 ORTHO HEIGHT -   356.524 (meters)     1169.70  (feet) ADJUSTED
 PP0269  ______________________________________________________________________
 PP0269  GEOID HEIGHT    -        -29.619 (meters)                     GEOID18
 PP0269  NAD 83(2011) X  -   -223,976.264 (meters)                     COMP
 PP0269  NAD 83(2011) Y  - -4,561,061.525 (meters)                     COMP
 PP0269  NAD 83(2011) Z  -  4,438,310.755 (meters)                     COMP
 PP0269  LAPLACE CORR    -         -8.62  (seconds)                    DEFLEC18
 PP0269  DYNAMIC HEIGHT  -        356.463 (meters)     1169.50  (feet) COMP
 PP0269  MODELED GRAVITY -    980,435.2   (mgal)                       NAVD 88
 PP0269
 PP0269  VERT ORDER      -  SECOND    CLASS I
 PP0269
 PP0269  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 PP0269  Standards:
 PP0269         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 PP0269            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 PP0269  -------------------------------------------------------------------
 PP0269  NETWORK    0.49   0.53           0.23   0.16   0.27      0.07388240
 PP0269  -------------------------------------------------------------------
 PP0269  Click here for local accuracies and other accuracy information.
 PP0269
 PP0269.The horizontal coordinates were established by GPS observations
 PP0269.and adjusted by the National Geodetic Survey in June 2012.
 PP0269
 PP0269.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 PP0269.been affixed to the stable North American tectonic plate. See 
 PP0269.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 PP0269
 PP0269.The horizontal coordinates are valid at the epoch date displayed above
 PP0269.which is a decimal equivalence of Year/Month/Day.
 PP0269
 PP0269.The orthometric height was determined by differential leveling and
 PP0269.adjusted by the NATIONAL GEODETIC SURVEY
 PP0269.in May 2019.
 PP0269
 PP0269.Significant digits in the geoid height do not necessarily reflect accuracy.
 PP0269.GEOID18 height accuracy estimate available here.
 PP0269
 PP0269.Click photographs - Photos may exist for this station.
 PP0269
 PP0269.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 PP0269
 PP0269.The Laplace correction was computed from DEFLEC18 derived deflections.
 PP0269
 PP0269.The ellipsoidal height was determined by GPS observations
 PP0269.and is referenced to NAD 83.
 PP0269
 PP0269.The dynamic height is computed by dividing the NAVD 88
 PP0269.geopotential number by the normal gravity value computed on the
 PP0269.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP0269.degrees latitude (g = 980.6199 gals.).
 PP0269
 PP0269.The modeled gravity was interpolated from observed gravity values.
 PP0269
 PP0269. The following values were computed from the NAD 83(2011) position.
 PP0269
 PP0269;                    North         East     Units Scale Factor Converg.
 PP0269;SPC MN S     -   253,622.896   894,724.348   MT  0.99992441   +0 49 59.4
 PP0269;SPC MN S     -   832,094.45  2,935,441.47   sFT  0.99992441   +0 49 59.4
 PP0269;UTM  15      - 4,913,698.116   515,031.447   MT  0.99960278   +0 07 55.1
 PP0269
 PP0269!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PP0269!SPC MN S     -   0.99994874  x   0.99992441  =   0.99987316
 PP0269!UTM  15      -   0.99994874  x   0.99960278  =   0.99955154
 PP0269
 PP0269_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWK1503113698(NAD 83)
 PP0269
 PP0269                          SUPERSEDED SURVEY CONTROL
 PP0269
 PP0269  NAD 83(2007)-  44 22 35.06153(N)    092 48 40.74561(W) AD(2002.00) 1
 PP0269  ELLIP H (07/30/09)  326.923  (m)                       GP(2002.00) 3 2
 PP0269  NAD 83(1996)-  44 22 35.06112(N)    092 48 40.74500(W) AD(       ) 1
 PP0269  ELLIP H (03/06/08)  326.967  (m)                       GP(       ) 3 2
 PP0269  NAVD 88             356.53   (m)         1169.7    (f) LEVELING    3  
 PP0269  NAVD 88 (06/15/91)  356.527  (m)         1169.71   (f) SUPERSEDED  2 0
 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
 PP0269.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PP0269.See file dsdata.pdf to determine how the superseded data were derived.
 PP0269
 PP0269_MARKER: DB = BENCH MARK DISK
 PP0269_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 PP0269_STAMPING: 2506 Z 1972
 PP0269_MARK LOGO: MNHD
 PP0269_PROJECTION: PROJECTING 3 CENTIMETERS
 PP0269_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 PP0269_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PP0269_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 PP0269+SATELLITE: SATELLITE OBSERVATIONS - April 26, 2017
 PP0269
 PP0269  HISTORY     - Date     Condition        Report By
 PP0269  HISTORY     - 1972     MONUMENTED       MNHD
 PP0269  HISTORY     - 20040918 GOOD             USPSQD
 PP0269  HISTORY     - 20060824 GOOD             MNDT
 PP0269  HISTORY     - 20090805 GOOD             MNDT
 PP0269  HISTORY     - 20170426 GOOD             MNDT
 PP0269
 PP0269                          STATION DESCRIPTION
 PP0269
 PP0269'DESCRIBED BY MN HIGHWAY DEPT 1972
 PP0269'1 MI NW FROM HADER.
 PP0269'MARK IS LOCATED 1.0 MILES NORTHWEST ALONG T.H. 52 FROM THE JUNCTION OF
 PP0269'T.H. 52 AND T.H. 57 IN HADER, 0.05 MILES NORTHWEST OF A TOWNSHIP ROAD
 PP0269'(NORTH), 100 FEET NORTHEAST OF, AND 6 FEET LOWER THAN THE CENTERLINE
 PP0269'OF NORTH BOUND T.H. 52 AT MILE POINT 87.1 (STATION 638), 70 FEET NORTH
 PP0269'OF A POWER POLE, 0.8 FEET WEST OF A STEEL WITNESS POST, IN A 6 FOOT
 PP0269'PRECAST MONUMENT PROJECTING 2 INCHES ABOVE GROUND.  SE 1/4 SECTION 35,
 PP0269'T 111N, R 17W.
 PP0269
 PP0269                          STATION RECOVERY (2004)
 PP0269
 PP0269'RECOVERY NOTE BY US POWER SQUADRON 2004 (NDM)
 PP0269'RECOVERED IN GOOD CONDITION.
 PP0269
 PP0269                          STATION RECOVERY (2006)
 PP0269
 PP0269'RECOVERY NOTE BY MN DEPT OF TRANSP 2006 (MPP)
 PP0269'THE MARK WAS RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.
 PP0269'THE MARK IS 1.0 MILE (1.6 KM) NORTHWEST FROM HADER, 1.0 MILE (1.6 KM)
 PP0269'NORTHWEST ALONG TRUNK HIGHWAY 52 FROM THE JUNCTION OF TRUNK HIGHWAY 52
 PP0269'AND TRUNK HIGHWAY 57 AT HADER, 0.05 MILE (0.08 KM) NORTHWEST OF
 PP0269'TOWNSHIP ROAD NORTH, AT TRUNK HIGHWAY 52 MILEPOINT 87.1, 100 FEET
 PP0269'(30.5 M) NORTHEAST OF NORTHBOUND TRUNK HIGHWAY 52, 70 FEET (21.3 M)
 PP0269'NORTH OF POWER POLE, 0.8 FOOT (24.4 CM) WEST OF WITNESS POST.
 PP0269
 PP0269                          STATION RECOVERY (2009)
 PP0269
 PP0269'RECOVERY NOTE BY MN DEPT OF TRANSP 2009 (WEF)
 PP0269'RECOVERED AS DESCRIBED.
 PP0269
 PP0269                          STATION RECOVERY (2017)
 PP0269
 PP0269'RECOVERY NOTE BY MN DEPT OF TRANSP 2017 (KMS)
 PP0269'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 AE2831 ***********************************************************************
 AE2831  DESIGNATION -  2507 A
 AE2831  PID         -  AE2831
 AE2831  STATE/COUNTY-  MN/GOODHUE
 AE2831  COUNTRY     -  US
 AE2831  USGS QUAD   -  KENYON (2019)
 AE2831
 AE2831                         *CURRENT SURVEY CONTROL
 AE2831  ______________________________________________________________________
 AE2831* NAD 83(2011) POSITION- 44 15 30.55547(N) 092 58 23.61918(W)   ADJUSTED
 AE2831* NAD 83(2011) ELLIP HT-   332.154 (meters)        (06/27/12)   ADJUSTED
 AE2831* NAD 83(2011) EPOCH   -  2010.00
 AE2831* NAVD 88 ORTHO HEIGHT -   361.121 (meters)     1184.78  (feet) ADJUSTED
 AE2831  ______________________________________________________________________
 AE2831  GEOID HEIGHT    -        -28.969 (meters)                     GEOID18
 AE2831  NAD 83(2011) X  -   -237,339.287 (meters)                     COMP
 AE2831  NAD 83(2011) Y  - -4,569,556.413 (meters)                     COMP
 AE2831  NAD 83(2011) Z  -  4,428,939.074 (meters)                     COMP
 AE2831  LAPLACE CORR    -         -8.76  (seconds)                    DEFLEC18
 AE2831  DYNAMIC HEIGHT  -        361.064 (meters)     1184.59  (feet) COMP
 AE2831  MODELED GRAVITY -    980,451.5   (mgal)                       NAVD 88
 AE2831
 AE2831  VERT ORDER      -  SECOND    CLASS I
 AE2831
 AE2831  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AE2831  Standards:
 AE2831         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AE2831            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AE2831  -------------------------------------------------------------------
 AE2831  NETWORK    0.70   0.78           0.34   0.18   0.40      0.13377561
 AE2831  -------------------------------------------------------------------
 AE2831  Click here for local accuracies and other accuracy information.
 AE2831
 AE2831.The horizontal coordinates were established by GPS observations
 AE2831.and adjusted by the National Geodetic Survey in June 2012.
 AE2831
 AE2831.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AE2831.been affixed to the stable North American tectonic plate. See 
 AE2831.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AE2831
 AE2831.The horizontal coordinates are valid at the epoch date displayed above
 AE2831.which is a decimal equivalence of Year/Month/Day.
 AE2831
 AE2831.The orthometric height was determined by differential leveling and
 AE2831.adjusted by the NATIONAL GEODETIC SURVEY
 AE2831.in May 2019.
 AE2831
 AE2831.Significant digits in the geoid height do not necessarily reflect accuracy.
 AE2831.GEOID18 height accuracy estimate available here.
 AE2831
 AE2831.Click photographs - Photos may exist 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 DEFLEC18 derived deflections.
 AE2831
 AE2831.The ellipsoidal height was determined by GPS observations
 AE2831.and is referenced to NAD 83.
 AE2831
 AE2831.The dynamic height is computed by dividing the NAVD 88
 AE2831.geopotential number by the normal gravity value computed on the
 AE2831.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE2831.degrees latitude (g = 980.6199 gals.).
 AE2831
 AE2831.The modeled gravity was interpolated from observed gravity values.
 AE2831
 AE2831. The following values were computed from the NAD 83(2011) position.
 AE2831
 AE2831;                    North         East     Units Scale Factor Converg.
 AE2831;SPC MN S     -   240,347.133   881,987.313   MT  0.99993099   +0 43 10.9
 AE2831;SPC MN S     -   788,538.89  2,893,653.38   sFT  0.99993099   +0 43 10.9
 AE2831;UTM  15      - 4,900,583.493   502,137.117   MT  0.99960006   +0 01 07.3
 AE2831
 AE2831!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AE2831!SPC MN S     -   0.99994792  x   0.99993099  =   0.99987891
 AE2831!UTM  15      -   0.99994792  x   0.99960006  =   0.99954800
 AE2831
 AE2831:                Primary Azimuth Mark                     Grid Az
 AE2831:SPC MN S     -  2507 J                                   328 51 24.6
 AE2831:UTM  15      -  2507 J                                   329 33 28.2
 AE2831
 AE2831_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWK0213700583(NAD 83)
 AE2831
 AE2831|---------------------------------------------------------------------|
 AE2831| PID    Reference Object                     Distance      Geod. Az  |
 AE2831|                                                           dddmmss.s |
 AE2831| AE2834 2507 J                              APPROX. 1.1 KM 3293435.5 |
 AE2831|---------------------------------------------------------------------|
 AE2831
 AE2831                          SUPERSEDED SURVEY CONTROL
 AE2831
 AE2831  NAD 83(2007)-  44 15 30.55564(N)    092 58 23.62025(W) AD(2002.00) 0
 AE2831  ELLIP H (02/10/07)  332.178  (m)                       GP(2002.00)    
 AE2831  NAD 83(1996)-  44 15 30.55517(N)    092 58 23.61968(W) AD(       ) 1
 AE2831  ELLIP H (11/24/04)  332.230  (m)                       GP(       ) 4 1
 AE2831  NAVD 88             361.12   (m)         1184.8    (f) LEVELING    3  
 AE2831  NAVD 88 (12/11/97)  361.116  (m)         1184.76   (f) SUPERSEDED  2 1
 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
 AE2831.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE2831.See file dsdata.pdf to determine how the superseded data were derived.
 AE2831
 AE2831_MARKER: DV = VERTICAL CONTROL DISK
 AE2831_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 AE2831_STAMPING: 2507 A 1983
 AE2831_MARK LOGO: MNDT
 AE2831_PROJECTION: PROJECTING 5 CENTIMETERS
 AE2831_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AE2831_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AE2831_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE2831+SATELLITE: SATELLITE OBSERVATIONS - October 30, 2019
 AE2831
 AE2831  HISTORY     - Date     Condition        Report By
 AE2831  HISTORY     - 1983     MONUMENTED       MNDT
 AE2831  HISTORY     - 20040610 GOOD             MNDT
 AE2831  HISTORY     - 20090610 GOOD             MNDT
 AE2831  HISTORY     - 20161005 GOOD             MNDT
 AE2831  HISTORY     - 20191030 GOOD             MNDT
 AE2831
 AE2831                          STATION DESCRIPTION
 AE2831
 AE2831'DESCRIBED BY MN DEPT OF TRANSP 1983 (OCO)
 AE2831'THE MARK IS LOCATED ABOUT 1 MILE SOUTHEAST OF THE TOWN OF KENYON, NEAR
 AE2831'THE S 1/4 OF SECTION 10, T109N, R18W, 1.1 MILES SOUTHEAST ALONG TRUNK
 AE2831'HIGHWAY 56 FROM THE WEST JUNCTION OF TRUNK HIGHWAY 56 AND TRUNK
 AE2831'HIGHWAY 60 (RED WING AVENUE AND 2ND STREET) IN KENYON, 72 FEET
 AE2831'SOUTHWEST OF THE CENTERLINE OF TRUNK HIGHWAY 56 AT MILEPOINT 73.8, 116
 AE2831'FEET SOUTHEAST OF A POWER POLE, 55.3 FEET SOUTHEAST OF A RIGHT-OF-WAY
 AE2831'POST, 6.4 FEET NORTH-NORTHEAST OF A CORNER FENCE POST, AND 0.5 FOOT
 AE2831'EAST OF A STEEL WITNESS POST.  THE MARK, A STANDARD MNDT ALUMINUM
 AE2831'VERTICAL CONTROL MONUMENT DISK STAMPED---2507 A 1983---, IS SET ON THE
 AE2831'TOP OF A DRIVEN ALUMINUM ROD THAT PROJECTS 0.2 FOOT ABOVE THE SURFACE
 AE2831'OF THE GROUND AND IS ABOUT 3 FEET BELOW THE LEVEL OF TRUNK HIGHWAY 56.
 AE2831'A MAGNET IN THE DISK MAKES THE MARK MAGNETIC.
 AE2831
 AE2831                          STATION RECOVERY (2004)
 AE2831
 AE2831'RECOVERY NOTE BY MN DEPT OF TRANSP 2004 (KNB)
 AE2831'1.0 MILES SOUTHEAST OF KENYON, 1.1 MILES SOUTHEAST ALONG TRUNK HIGHWAY
 AE2831'56 FROM THE JUNCTION OF TRUNK HIGHWAY 56 AND TRUNK HIGHWAY 60, AT
 AE2831'TRUNK HIGHWAY 56 MILEPOINT 73.8, 72 FEET SOUTHWEST OF TRUNK HIGHWAY
 AE2831'56, 116 FEET SOUTHEAST OF POWER POLE, 55.3 FEET SOUTHEAST OF RIGHT OF
 AE2831'WAY POST, 6.4 FEET NORTH-NORTHEAST OF CORNER FENCE POST, 0.5 FEET EAST
 AE2831'OF WITNESS POST
 AE2831
 AE2831                          STATION RECOVERY (2009)
 AE2831
 AE2831'RECOVERY NOTE BY MN DEPT OF TRANSP 2009 (PL)
 AE2831'RECOVERED AS DESCRIBED.
 AE2831
 AE2831                          STATION RECOVERY (2016)
 AE2831
 AE2831'RECOVERY NOTE BY MN DEPT OF TRANSP 2016 (MMP)
 AE2831'RECOVERED AS DESCRIBED.
 AE2831
 AE2831                          STATION RECOVERY (2019)
 AE2831
 AE2831'RECOVERY NOTE BY MN DEPT OF TRANSP 2019 (MPP)
 AE2831'1.0 MI (1.6 KM) SOUTHEAST OF KENYON, 1.1 MI (1.8 KM) SOUTHEAST ALONG
 AE2831'TRUNK HIGHWAY 56 FROM THE JUNCTION OF TRUNK HIGHWAY 56 AND TRUNK
 AE2831'HIGHWAY 60, AT TRUNK HIGHWAY 56 MILE POINT 73.8, 72.0 FT (21.9 M)
 AE2831'SOUTHWEST OF TRUNK HIGHWAY 56, 116.0 FT (35.4 M) SOUTHEAST OF A POWER
 AE2831'POLE, 55.3 FT (16.9 M) SOUTHEAST OF A RIGHT-OF-WAY POST, 6.4 FT (2.0
 AE2831'M) NORTH-NORTHEAST OF A CORNER FENCE POST, 0.5 FT (15 CM) EAST OF A
 AE2831'WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DQ7447 ***********************************************************************
 DQ7447  DESIGNATION -  2507 B RESET
 DQ7447  PID         -  DQ7447
 DQ7447  STATE/COUNTY-  MN/GOODHUE
 DQ7447  COUNTRY     -  US
 DQ7447  USGS QUAD   -  WEST CONCORD (2019)
 DQ7447
 DQ7447                         *CURRENT SURVEY CONTROL
 DQ7447  ______________________________________________________________________
 DQ7447* NAD 83(1986) POSITION- 44 14 51.41   (N) 092 57 50.97   (W)   HD_HELD1
 DQ7447* NAVD 88 ORTHO HEIGHT -   371.786 (meters)     1219.77  (feet) ADJUSTED
 DQ7447  ______________________________________________________________________
 DQ7447  GEOID HEIGHT    -        -28.995 (meters)                     GEOID18
 DQ7447  DYNAMIC HEIGHT  -        371.727 (meters)     1219.57  (feet) COMP
 DQ7447  MODELED GRAVITY -    980,448.7   (mgal)                       NAVD 88
 DQ7447
 DQ7447  VERT ORDER      -  SECOND    CLASS I
 DQ7447
 DQ7447.The horizontal coordinates were determined by differentially corrected
 DQ7447.hand held GPS observations or other comparable positioning techniques
 DQ7447.and have an estimated accuracy of +/- 3 meters.
 DQ7447
 DQ7447.The orthometric height was determined by differential leveling and
 DQ7447.adjusted by the NATIONAL GEODETIC SURVEY
 DQ7447.in May 2019.
 DQ7447
 DQ7447.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ7447.GEOID18 height accuracy estimate available here.
 DQ7447
 DQ7447.Click photographs - Photos may exist for this station.
 DQ7447
 DQ7447.The dynamic height is computed by dividing the NAVD 88
 DQ7447.geopotential number by the normal gravity value computed on the
 DQ7447.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ7447.degrees latitude (g = 980.6199 gals.).
 DQ7447
 DQ7447.The modeled gravity was interpolated from observed gravity values.
 DQ7447
 DQ7447;                    North         East    Units  Estimated Accuracy
 DQ7447;SPC MN S     -   239,148.2     882,726.8     MT  (+/- 3 meters HH1 GPS) 
 DQ7447
 DQ7447_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWJ0286199375(NAD 83)
 DQ7447
 DQ7447                          SUPERSEDED SURVEY CONTROL
 DQ7447
 DQ7447.No superseded survey control is available for this station.
 DQ7447
 DQ7447_MARKER: I = METAL ROD
 DQ7447_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DQ7447_STAMPING: 2507 B RESET 2016
 DQ7447_MARK LOGO: MNDT
 DQ7447_PROJECTION: RECESSED 3 CENTIMETERS
 DQ7447_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DQ7447_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ7447_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ7447+SATELLITE: SATELLITE OBSERVATIONS - August 18, 2023
 DQ7447_ROD/PIPE-DEPTH: 3.7 meters
 DQ7447
 DQ7447  HISTORY     - Date     Condition        Report By
 DQ7447  HISTORY     - 20161109 MONUMENTED       MNDT
 DQ7447  HISTORY     - 20230818 GOOD             MNDT
 DQ7447
 DQ7447                          STATION DESCRIPTION
 DQ7447
 DQ7447'DESCRIBED BY MN DEPT OF TRANSP 2016
 DQ7447'THE MARK IS LOCATED ABOUT 2.0 MI (3.2 KM) SOUTHEAST OF KENYON.
 DQ7447'
 DQ7447'TO REACH THE MARK GO 2.0 MI (3.2 KM) SOUTHEAST ALONG TRUNK HIGHWAY 56
 DQ7447'FROM THE JUNCTION OF TRUNK HIGHWAY 56 AND TRUNK HIGHWAY 60, AT TRUNK
 DQ7447'HIGHWAY 56 MILE POINT 72.85.
 DQ7447'
 DQ7447'THE MARK IS LOCATED 47.0 FT (14.3 M) SOUTHWEST OF TRUNK HIGHWAY 56,
 DQ7447'15.5 FT (4.7 M) SOUTH OF A FIELD ENTRANCE, 55.5 FT (16.9 M) NORTH OF A
 DQ7447'DRIVEWAY NUMBER 48503, 0.6 FT (18 CM) EAST OF A WITNESS POST.
 DQ7447'
 DQ7447'NOTE-THE STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM ROD
 DQ7447'DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION REMOVABLE DISK
 DQ7447'SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH PVC
 DQ7447'PIPE BACK FILLED WITH WASHED SAND.
 DQ7447
 DQ7447                          STATION RECOVERY (2023)
 DQ7447
 DQ7447'RECOVERY NOTE BY MN DEPT OF TRANSP 2023 (MJS)
 DQ7447'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 AE2847 ***********************************************************************
 AE2847  DESIGNATION -  2507 C
 AE2847  PID         -  AE2847
 AE2847  STATE/COUNTY-  MN/GOODHUE
 AE2847  COUNTRY     -  US
 AE2847  USGS QUAD   -  WEST CONCORD (2019)
 AE2847
 AE2847                         *CURRENT SURVEY CONTROL
 AE2847  ______________________________________________________________________
 AE2847* NAD 83(1986) POSITION- 44 13 34.26   (N) 092 56 45.53   (W)   HD_HELD1
 AE2847* NAVD 88 ORTHO HEIGHT -   371.261 (meters)     1218.05  (feet) ADJUSTED
 AE2847  ______________________________________________________________________
 AE2847  GEOID HEIGHT    -        -29.052 (meters)                     GEOID18
 AE2847  DYNAMIC HEIGHT  -        371.200 (meters)     1217.85  (feet) COMP
 AE2847  MODELED GRAVITY -    980,443.8   (mgal)                       NAVD 88
 AE2847
 AE2847  VERT ORDER      -  SECOND    CLASS I
 AE2847
 AE2847.The horizontal coordinates were determined by differentially corrected
 AE2847.hand held GPS observations or other comparable positioning techniques
 AE2847.and have an estimated accuracy of +/- 3 meters.
 AE2847
 AE2847.The orthometric height was determined by differential leveling and
 AE2847.adjusted by the NATIONAL GEODETIC SURVEY
 AE2847.in May 2019.
 AE2847
 AE2847.Significant digits in the geoid height do not necessarily reflect accuracy.
 AE2847.GEOID18 height accuracy estimate available here.
 AE2847
 AE2847.Click photographs - Photos may exist for this station.
 AE2847
 AE2847.The dynamic height is computed by dividing the NAVD 88
 AE2847.geopotential number by the normal gravity value computed on the
 AE2847.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE2847.degrees latitude (g = 980.6199 gals.).
 AE2847
 AE2847.The modeled gravity was interpolated from observed gravity values.
 AE2847
 AE2847;                    North         East    Units  Estimated Accuracy
 AE2847;SPC MN S     -   236,785.8     884,209.1     MT  (+/- 3 meters HH1 GPS) 
 AE2847
 AE2847_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWJ0431496996(NAD 83)
 AE2847
 AE2847                          SUPERSEDED SURVEY CONTROL
 AE2847
 AE2847  NAVD 88 (12/11/97)  371.257  (m)         1218.03   (f) SUPERSEDED  2 1
 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
 AE2847.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE2847.See file dsdata.pdf to determine how the superseded data were derived.
 AE2847
 AE2847_MARKER: DV = VERTICAL CONTROL DISK
 AE2847_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 AE2847_STAMPING: 2507 C 1983
 AE2847_MARK LOGO: MNDT
 AE2847_PROJECTION: PROJECTING 3 CENTIMETERS
 AE2847_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AE2847_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AE2847_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE2847+SATELLITE: SATELLITE OBSERVATIONS - April 23, 2020
 AE2847
 AE2847  HISTORY     - Date     Condition        Report By
 AE2847  HISTORY     - 19830701 MONUMENTED       MNDT
 AE2847  HISTORY     - 20090610 GOOD             MNDT
 AE2847  HISTORY     - 20161109 GOOD             MNDT
 AE2847  HISTORY     - 20200423 GOOD             MNDT
 AE2847
 AE2847                          STATION DESCRIPTION
 AE2847
 AE2847'DESCRIBED BY MN DEPT OF TRANSP 1983 (OCO)
 AE2847'THE MARK IS LOCATED ABOUT 4 MILES SOUTHEAST OF THE TOWN OF KENYON, IN
 AE2847'THE SE 1/4 OF SECTION 23, T109N, R18W, 3.7 MILES SOUTHEAST ALONG TRUNK
 AE2847'HIGHWAY 56 FROM THE WEST JUNCTION OF TRUNK HIGHWAY 60 AND TRUNK
 AE2847'HIGHWAY 56 (RED WING AVENUE AND 2ND STREET) IN KENYON, 76 FEET
 AE2847'SOUTHWEST OF THE CENTERLINE OF TRUNK HIGHWAY 56 AT MILEPOINT 71.15,
 AE2847'113 FEET NORTH OF THE CENTER OF A GRAVEL ROAD, 2.5 FEET SOUTH OF A
 AE2847'STEEL RIGHT-OF-WAY POST, AND 0.3 FOOT EAST OF A STEEL WITNESS POST.
 AE2847'THE MARK, A STANDARD MNDT ALUMINUM VERTICAL CONTROL MONUMENT DISK
 AE2847'STAMPED---2507 C 1983---, IS SET ON THE TOP OF A DRIVEN ALUMINUM ROD
 AE2847'THAT IS FLUSH WITH THE SURFACE OF THE GROUND AND ABOUT 4 FEET BELOW
 AE2847'THE LEVEL OF TRUNK HIGHWAY 56.  A MAGNET IN THE DISK MAKES THE MARK
 AE2847'MAGNETIC.
 AE2847
 AE2847                          STATION RECOVERY (2009)
 AE2847
 AE2847'RECOVERY NOTE BY MN DEPT OF TRANSP 2009 (PL)
 AE2847'4.0 MILES SOUTHEAST OF KENYON, 3.7 MILES SOUTHEAST ALONG TRUNK HIGHWAY
 AE2847'56 FROM THE JUNCTION OF TRUNK HIGHWAY 56 AND TRUNK HIGHWAY 60, AT
 AE2847'TRUNK HIGHWAY 56 MILE POINT 71.15, 76 FEET SOUTHWEST OF TRUNK HIGHWAY
 AE2847'56, 113 FEET NORTH OF 500TH STREET, 5.0 FEET SOUTH OF FIBER OPTIC
 AE2847'CABLE MARKER, 2.5 FEET SOUTH OF RIGHT-OF-WAY POST, 0.3 FOOT EAST OF
 AE2847'WITNESS POST.
 AE2847
 AE2847                          STATION RECOVERY (2016)
 AE2847
 AE2847'RECOVERY NOTE BY MN DEPT OF TRANSP 2016 (MPP)
 AE2847'RECOVERED AS DESCRIBED.
 AE2847
 AE2847                          STATION RECOVERY (2020)
 AE2847
 AE2847'RECOVERY NOTE BY MN DEPT OF TRANSP 2020 (TJD)
 AE2847'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DQ7442 ***********************************************************************
 DQ7442  DESIGNATION -  2507 F RESET
 DQ7442  PID         -  DQ7442
 DQ7442  STATE/COUNTY-  MN/GOODHUE
 DQ7442  COUNTRY     -  US
 DQ7442  USGS QUAD   -  WEST CONCORD (2019)
 DQ7442
 DQ7442                         *CURRENT SURVEY CONTROL
 DQ7442  ______________________________________________________________________
 DQ7442* NAD 83(1986) POSITION- 44 13 12.37   (N) 092 56 24.97   (W)   HD_HELD1
 DQ7442* NAVD 88 ORTHO HEIGHT -   369.391 (meters)     1211.91  (feet) ADJUSTED
 DQ7442  ______________________________________________________________________
 DQ7442  GEOID HEIGHT    -        -29.071 (meters)                     GEOID18
 DQ7442  DYNAMIC HEIGHT  -        369.330 (meters)     1211.71  (feet) COMP
 DQ7442  MODELED GRAVITY -    980,442.3   (mgal)                       NAVD 88
 DQ7442
 DQ7442  VERT ORDER      -  SECOND    CLASS I
 DQ7442
 DQ7442.The horizontal coordinates were determined by differentially corrected
 DQ7442.hand held GPS observations or other comparable positioning techniques
 DQ7442.and have an estimated accuracy of +/- 3 meters.
 DQ7442
 DQ7442.The orthometric height was determined by differential leveling and
 DQ7442.adjusted by the NATIONAL GEODETIC SURVEY
 DQ7442.in May 2019.
 DQ7442
 DQ7442.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ7442.GEOID18 height accuracy estimate available here.
 DQ7442
 DQ7442.Click photographs - Photos may exist for this station.
 DQ7442
 DQ7442.The dynamic height is computed by dividing the NAVD 88
 DQ7442.geopotential number by the normal gravity value computed on the
 DQ7442.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ7442.degrees latitude (g = 980.6199 gals.).
 DQ7442
 DQ7442.The modeled gravity was interpolated from observed gravity values.
 DQ7442
 DQ7442;                    North         East    Units  Estimated Accuracy
 DQ7442;SPC MN S     -   236,116.2     884,674.1     MT  (+/- 3 meters HH1 GPS) 
 DQ7442
 DQ7442_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWJ0477196321(NAD 83)
 DQ7442
 DQ7442                          SUPERSEDED SURVEY CONTROL
 DQ7442
 DQ7442.No superseded survey control is available for this station.
 DQ7442
 DQ7442_MARKER: I = METAL ROD
 DQ7442_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DQ7442_STAMPING: 2507 F RESET 2016
 DQ7442_MARK LOGO: MNDT
 DQ7442_PROJECTION: RECESSED 5 CENTIMETERS
 DQ7442_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DQ7442_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ7442_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DQ7442+SATELLITE: SATELLITE OBSERVATIONS - August 17, 2023
 DQ7442_ROD/PIPE-DEPTH: 4.6 meters
 DQ7442
 DQ7442  HISTORY     - Date     Condition        Report By
 DQ7442  HISTORY     - 20161109 MONUMENTED       MNDT
 DQ7442  HISTORY     - 20230817 GOOD             MNDT
 DQ7442
 DQ7442                          STATION DESCRIPTION
 DQ7442
 DQ7442'DESCRIBED BY MN DEPT OF TRANSP 2016
 DQ7442'THE MARK IS LOCATED ABOUT 5.0 MI (8.0 KM) NORTH-NORTHWEST OF WEST
 DQ7442'CONCORD.
 DQ7442'
 DQ7442'TO REACH THE MARK GO 5.05 MI (8.13 KM) NORTH ALONG TRUNK HIGHWAY 56
 DQ7442'FROM THE JUNCTION OF TRUNK HIGHWAY 56 AND COUNTY ROAD 24, AT TRUNK
 DQ7442'HIGHWAY 56 MILE POINT 70.65.
 DQ7442'
 DQ7442'THE MARK IS LOCATED 116.5 FT (35.5 M) SOUTHWEST OF TRUNK HIGHWAY 56,
 DQ7442'33.0 FT (10.1 M) EAST OF 50TH AVENUE, 0.8 FT (24 CM) NORTH OF A
 DQ7442'WITNESS POST.
 DQ7442'
 DQ7442'NOTE-THE STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM ROD
 DQ7442'DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION REMOVABLE DISK
 DQ7442'SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH PVC
 DQ7442'PIPE BACK FILLED WITH WASHED SAND.
 DQ7442
 DQ7442                          STATION RECOVERY (2023)
 DQ7442
 DQ7442'RECOVERY NOTE BY MN DEPT OF TRANSP 2023 (MJS)
 DQ7442'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DQ7444 ***********************************************************************
 DQ7444  DESIGNATION -  2507 G RESET
 DQ7444  PID         -  DQ7444
 DQ7444  STATE/COUNTY-  MN/GOODHUE
 DQ7444  COUNTRY     -  US
 DQ7444  USGS QUAD   -  WEST CONCORD (2019)
 DQ7444
 DQ7444                         *CURRENT SURVEY CONTROL
 DQ7444  ______________________________________________________________________
 DQ7444* NAD 83(1986) POSITION- 44 13 56.96   (N) 092 57 07.22   (W)   HD_HELD1
 DQ7444* NAVD 88 ORTHO HEIGHT -   378.082 (meters)     1240.42  (feet) ADJUSTED
 DQ7444  ______________________________________________________________________
 DQ7444  GEOID HEIGHT    -        -29.032 (meters)                     GEOID18
 DQ7444  DYNAMIC HEIGHT  -        378.021 (meters)     1240.22  (feet) COMP
 DQ7444  MODELED GRAVITY -    980,445.4   (mgal)                       NAVD 88
 DQ7444
 DQ7444  VERT ORDER      -  SECOND    CLASS I
 DQ7444
 DQ7444.The horizontal coordinates were determined by differentially corrected
 DQ7444.hand held GPS observations or other comparable positioning techniques
 DQ7444.and have an estimated accuracy of +/- 3 meters.
 DQ7444
 DQ7444.The orthometric height was determined by differential leveling and
 DQ7444.adjusted by the NATIONAL GEODETIC SURVEY
 DQ7444.in May 2019.
 DQ7444
 DQ7444.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ7444.GEOID18 height accuracy estimate available here.
 DQ7444
 DQ7444.Click photographs - Photos may exist for this station.
 DQ7444
 DQ7444.The dynamic height is computed by dividing the NAVD 88
 DQ7444.geopotential number by the normal gravity value computed on the
 DQ7444.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ7444.degrees latitude (g = 980.6199 gals.).
 DQ7444
 DQ7444.The modeled gravity was interpolated from observed gravity values.
 DQ7444
 DQ7444;                    North         East    Units  Estimated Accuracy
 DQ7444;SPC MN S     -   237,480.2     883,718.8     MT  (+/- 3 meters HH1 GPS) 
 DQ7444
 DQ7444_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWJ0383297696(NAD 83)
 DQ7444
 DQ7444                          SUPERSEDED SURVEY CONTROL
 DQ7444
 DQ7444.No superseded survey control is available for this station.
 DQ7444
 DQ7444_MARKER: I = METAL ROD
 DQ7444_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DQ7444_STAMPING: 2507 G RESET 2016
 DQ7444_MARK LOGO: MNDT
 DQ7444_PROJECTION: RECESSED 8 CENTIMETERS
 DQ7444_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DQ7444_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ7444_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ7444+SATELLITE: SATELLITE OBSERVATIONS - August 17, 2023
 DQ7444_ROD/PIPE-DEPTH: 6.1 meters
 DQ7444
 DQ7444  HISTORY     - Date     Condition        Report By
 DQ7444  HISTORY     - 20161109 MONUMENTED       MNDT
 DQ7444  HISTORY     - 20230817 GOOD             MNDT
 DQ7444
 DQ7444                          STATION DESCRIPTION
 DQ7444
 DQ7444'DESCRIBED BY MN DEPT OF TRANSP 2016
 DQ7444'THE MARK IS LOCATED ABOUT 3.0 MI (4.8 KM) SOUTHEAST OF KENYON.
 DQ7444'
 DQ7444'TO REACH THE MARK GO 3.15 MI (5.07 KM) SOUTHEAST ALONG TRUNK HIGHWAY
 DQ7444'56 FROM THE JUNCTION OF TRUNK HIGHWAY 56 AND TRUNK HIGHWAY 60 IN
 DQ7444'KENYON, AT TRUNK HIGHWAY 56 MILE POINT 71.7.
 DQ7444'
 DQ7444'THE MARK IS LOCATED 74.3 FT (22.6 M) SOUTHWEST OF TRUNK HIGHWAY 56,
 DQ7444'16.5 FT (5.0 M) SOUTH OF FARM ENTRANCE NUMBER 49535, 1.5 FT (0.5 M)
 DQ7444'EAST OF A FENCE CORNER POST, 1.1 FT (0.3 M) NORTH OF A WITNESS POST.
 DQ7444'
 DQ7444'NOTE-THE STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM ROD
 DQ7444'DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION REMOVABLE DISK
 DQ7444'SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH PVC
 DQ7444'PIPE BACK FILLED WITH WASHED SAND.
 DQ7444
 DQ7444                          STATION RECOVERY (2023)
 DQ7444
 DQ7444'RECOVERY NOTE BY MN DEPT OF TRANSP 2023 (MJS)
 DQ7444'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DQ7445 ***********************************************************************
 DQ7445  DESIGNATION -  2507 H RESET
 DQ7445  PID         -  DQ7445
 DQ7445  STATE/COUNTY-  MN/GOODHUE
 DQ7445  COUNTRY     -  US
 DQ7445  USGS QUAD   -  WEST CONCORD (2019)
 DQ7445
 DQ7445                         *CURRENT SURVEY CONTROL
 DQ7445  ______________________________________________________________________
 DQ7445* NAD 83(1986) POSITION- 44 14 24.99   (N) 092 57 25.15   (W)   HD_HELD1
 DQ7445* NAVD 88 ORTHO HEIGHT -   381.045 (meters)     1250.15  (feet) ADJUSTED
 DQ7445  ______________________________________________________________________
 DQ7445  GEOID HEIGHT    -        -29.017 (meters)                     GEOID18
 DQ7445  DYNAMIC HEIGHT  -        380.984 (meters)     1249.95  (feet) COMP
 DQ7445  MODELED GRAVITY -    980,446.9   (mgal)                       NAVD 88
 DQ7445
 DQ7445  VERT ORDER      -  SECOND    CLASS I
 DQ7445
 DQ7445.The horizontal coordinates were determined by differentially corrected
 DQ7445.hand held GPS observations or other comparable positioning techniques
 DQ7445.and have an estimated accuracy of +/- 3 meters.
 DQ7445
 DQ7445.The orthometric height was determined by differential leveling and
 DQ7445.adjusted by the NATIONAL GEODETIC SURVEY
 DQ7445.in May 2019.
 DQ7445
 DQ7445.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ7445.GEOID18 height accuracy estimate available here.
 DQ7445
 DQ7445.Click photographs - Photos may exist for this station.
 DQ7445
 DQ7445.The dynamic height is computed by dividing the NAVD 88
 DQ7445.geopotential number by the normal gravity value computed on the
 DQ7445.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ7445.degrees latitude (g = 980.6199 gals.).
 DQ7445
 DQ7445.The modeled gravity was interpolated from observed gravity values.
 DQ7445
 DQ7445;                    North         East    Units  Estimated Accuracy
 DQ7445;SPC MN S     -   238,340.1     883,309.9     MT  (+/- 3 meters HH1 GPS) 
 DQ7445
 DQ7445_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWJ0343498561(NAD 83)
 DQ7445
 DQ7445                          SUPERSEDED SURVEY CONTROL
 DQ7445
 DQ7445.No superseded survey control is available for this station.
 DQ7445
 DQ7445_MARKER: I = METAL ROD
 DQ7445_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DQ7445_STAMPING: 2507 H RESET 2016
 DQ7445_MARK LOGO: MNDT
 DQ7445_PROJECTION: RECESSED 5 CENTIMETERS
 DQ7445_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DQ7445_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ7445_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ7445+SATELLITE: SATELLITE OBSERVATIONS - August 17, 2023
 DQ7445_ROD/PIPE-DEPTH: 6.1 meters
 DQ7445
 DQ7445  HISTORY     - Date     Condition        Report By
 DQ7445  HISTORY     - 19830701 MONUMENTED       MNDT
 DQ7445  HISTORY     - 20161109 GOOD             MNDT
 DQ7445  HISTORY     - 20230817 GOOD             MNDT
 DQ7445
 DQ7445                          STATION DESCRIPTION
 DQ7445
 DQ7445'DESCRIBED BY MN DEPT OF TRANSP 2016 (MPP)
 DQ7445'THE MARK IS LOCATED ABOUT 2.5 MI (4.0 KM) SOUTHEAST OF KENYON.
 DQ7445'
 DQ7445'TO REACH THE MARK GO 2.75 MI (4.42 KM) SOUTHEAST ALONG TRUNK HIGHWAY
 DQ7445'56 FROM THE JUNCTION OF TRUNK HIGHWAY 56 AND COUNTY ROAD 23 IN KENYON
 DQ7445'TO TRUNK HIGHWAY 56 MILE POINT 72.30, THEN 0.1 MI (0.2 KM) EAST ON
 DQ7445'COUNTY ROAD 23.
 DQ7445'
 DQ7445'THE MARK IS LOCATED 475.0 FT (144.8 M) EAST OF COUNTY ROAD 56, 43.0 FT
 DQ7445'(13.1 M) EAST OF 40TH AVENUE, 32.5 FT (9.9 M) SOUTH OF COUNTY ROAD 23,
 DQ7445'1.5 FT (0.5 M) NORTHEAST OF A POWER POLE NUMBER 35, 1.5 FT (0.5 M)
 DQ7445'NORTH-NORTHWEST OF A WITNESS POST.
 DQ7445'
 DQ7445'NOTE-THE STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM ROD
 DQ7445'DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION REMOVABLE DISK
 DQ7445'SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH PVC
 DQ7445'PIPE BACK FILLED WITH WASHED SAND.
 DQ7445
 DQ7445                          STATION RECOVERY (2023)
 DQ7445
 DQ7445'RECOVERY NOTE BY MN DEPT OF TRANSP 2023 (MJS)
 DQ7445'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 AE2834 ***********************************************************************
 AE2834  DESIGNATION -  2507 J
 AE2834  PID         -  AE2834
 AE2834  STATE/COUNTY-  MN/GOODHUE
 AE2834  COUNTRY     -  US
 AE2834  USGS QUAD   -  KENYON (2019)
 AE2834
 AE2834                         *CURRENT SURVEY CONTROL
 AE2834  ______________________________________________________________________
 AE2834* NAD 83(2011) POSITION- 44 16 00.30669(N) 092 58 47.93369(W)   ADJUSTED
 AE2834* NAD 83(2011) ELLIP HT-   323.906 (meters)        (06/27/12)   ADJUSTED
 AE2834* NAD 83(2011) EPOCH   -  2010.00
 AE2834* NAVD 88 ORTHO HEIGHT -   352.859 (meters)     1157.67  (feet) ADJUSTED
 AE2834  ______________________________________________________________________
 AE2834  GEOID HEIGHT    -        -28.950 (meters)                     GEOID18
 AE2834  NAD 83(2011) X  -   -237,844.316 (meters)                     COMP
 AE2834  NAD 83(2011) Y  - -4,568,882.413 (meters)                     COMP
 AE2834  NAD 83(2011) Z  -  4,429,590.989 (meters)                     COMP
 AE2834  LAPLACE CORR    -         -8.70  (seconds)                    DEFLEC18
 AE2834  DYNAMIC HEIGHT  -        352.804 (meters)     1157.49  (feet) COMP
 AE2834  MODELED GRAVITY -    980,452.9   (mgal)                       NAVD 88
 AE2834
 AE2834  VERT ORDER      -  SECOND    CLASS I
 AE2834
 AE2834  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AE2834  Standards:
 AE2834         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AE2834            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AE2834  -------------------------------------------------------------------
 AE2834  NETWORK    2.02   2.23           0.97   0.56   1.14      0.23045568
 AE2834  -------------------------------------------------------------------
 AE2834  Click here for local accuracies and other accuracy information.
 AE2834
 AE2834.The horizontal coordinates were established by GPS observations
 AE2834.and adjusted by the National Geodetic Survey in June 2012.
 AE2834
 AE2834.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AE2834.been affixed to the stable North American tectonic plate. See 
 AE2834.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AE2834
 AE2834.The horizontal coordinates are valid at the epoch date displayed above
 AE2834.which is a decimal equivalence of Year/Month/Day.
 AE2834
 AE2834.The orthometric height was determined by differential leveling and
 AE2834.adjusted by the NATIONAL GEODETIC SURVEY
 AE2834.in May 2019.
 AE2834
 AE2834.Significant digits in the geoid height do not necessarily reflect accuracy.
 AE2834.GEOID18 height accuracy estimate available here.
 AE2834
 AE2834.Click photographs - Photos may exist 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 DEFLEC18 derived deflections.
 AE2834
 AE2834.The ellipsoidal height was determined by GPS observations
 AE2834.and is referenced to NAD 83.
 AE2834
 AE2834.The dynamic height is computed by dividing the NAVD 88
 AE2834.geopotential number by the normal gravity value computed on the
 AE2834.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE2834.degrees latitude (g = 980.6199 gals.).
 AE2834
 AE2834.The modeled gravity was interpolated from observed gravity values.
 AE2834
 AE2834. The following values were computed from the NAD 83(2011) position.
 AE2834
 AE2834;                    North         East     Units Scale Factor Converg.
 AE2834;SPC MN S     -   241,258.545   881,436.577   MT  0.99993039   +0 42 53.9
 AE2834;SPC MN S     -   791,529.08  2,891,846.50   sFT  0.99993039   +0 42 53.9
 AE2834;UTM  15      - 4,901,501.271   501,597.751   MT  0.99960003   +0 00 50.3
 AE2834
 AE2834!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AE2834!SPC MN S     -   0.99994921  x   0.99993039  =   0.99987961
 AE2834!UTM  15      -   0.99994921  x   0.99960003  =   0.99954926
 AE2834
 AE2834:                Primary Azimuth Mark                     Grid Az
 AE2834:SPC MN S     -  2507 A                                   148 51 24.6
 AE2834:UTM  15      -  2507 A                                   149 33 28.2
 AE2834
 AE2834_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWK0159701501(NAD 83)
 AE2834
 AE2834|---------------------------------------------------------------------|
 AE2834| PID    Reference Object                     Distance      Geod. Az  |
 AE2834|                                                           dddmmss.s |
 AE2834| AE2831 2507 A                              APPROX. 1.1 KM 1493418.5 |
 AE2834|---------------------------------------------------------------------|
 AE2834
 AE2834                          SUPERSEDED SURVEY CONTROL
 AE2834
 AE2834  NAD 83(2007)-  44 16 00.30694(N)    092 58 47.93465(W) AD(2002.00) 0
 AE2834  ELLIP H (02/10/07)  323.925  (m)                       GP(2002.00)    
 AE2834  NAD 83(1996)-  44 16 00.30648(N)    092 58 47.93408(W) AD(       ) 1
 AE2834  ELLIP H (11/24/04)  323.977  (m)                       GP(       ) 4 1
 AE2834  NAVD 88             352.85   (m)         1157.6    (f) LEVELING    3  
 AE2834  NAVD 88 (12/11/97)  352.850  (m)         1157.64   (f) SUPERSEDED  2 1
 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
 AE2834.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE2834.See file dsdata.pdf to determine how the superseded data were derived.
 AE2834
 AE2834_MARKER: DV = VERTICAL CONTROL DISK
 AE2834_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 AE2834_STAMPING: 2507 J 1983
 AE2834_MARK LOGO: MNDT
 AE2834_PROJECTION: PROJECTING 5 CENTIMETERS
 AE2834_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AE2834_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AE2834_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AE2834+SATELLITE: SATELLITE OBSERVATIONS - October 05, 2016
 AE2834_ROD/PIPE-DEPTH: 3.0 meters
 AE2834
 AE2834  HISTORY     - Date     Condition        Report By
 AE2834  HISTORY     - 1983     MONUMENTED       MNDT
 AE2834  HISTORY     - 20040610 GOOD             MNDT
 AE2834  HISTORY     - 20090610 GOOD             MNDT
 AE2834  HISTORY     - 20161005 GOOD             MNDT
 AE2834
 AE2834                          STATION DESCRIPTION
 AE2834
 AE2834'DESCRIBED BY MN DEPT OF TRANSP 1983 (OCO)
 AE2834'THE MARK IS LOCATED ABOUT 1/2 MILE SOUTHEAST OF THE TOWN OF KENYON, IN
 AE2834'THE NW 1/4 OF SECTION 10, T109N, R18W, 0.5 MILE SOUTHEAST ALONG TRUNK
 AE2834'HIGHWAY 56 FROM THE WEST JUNCTION OF TRUNK HIGHWAY 56 AND TRUNK
 AE2834'HIGHWAY 60 IN KENYON, 75.5 FEET SOUTHWEST OF THE CENTERLINE OF TRUNK
 AE2834'HIGHWAY 56 AT MILEPOINT 74.5, 94 FEET EAST OF THE CENTERLINE OF COUNTY
 AE2834'ROAD 13, 66 FEET EAST-NORTHEAST OF A POWER POLE, 115 FEET SOUTHEAST OF
 AE2834'A POWER POLE, 16 FEET WEST-SOUTHWEST OF A 18 INCH DIAMETER BOXELDER
 AE2834'TREE, AND 1.0 FOOT EAST OF A STEEL WITNESS POST.  THE MARK, A STANDARD
 AE2834'MNDT ALUMINUM VERTICAL CONTROL MONUMENT DISK STAMPED---2507 J 1983---,
 AE2834'IS SET ON THE TOP OF A 5/8 INCH DIAMETER BY 10 FOOT LONG DRIVEN
 AE2834'ALUMINUM ROD THAT PROJECTS 0.5 FOOT ABOVE THE SURFACE OF THE GROUND
 AE2834'AND IS ABOUT LEVEL WITH TRUNK HIGHWAY 56.  A MAGNET IN THE DISK MAKES
 AE2834'THE MARK MAGNETIC.
 AE2834
 AE2834                          STATION RECOVERY (2004)
 AE2834
 AE2834'RECOVERY NOTE BY MN DEPT OF TRANSP 2004 (KNB)
 AE2834'0.5 MILES SOUTHEAST OF KENYON, 0.5 MILES SOUTHEAST ALONG TRUNK HIGHWAY
 AE2834'56 FROM THE JUNCTION OF TRUNK HIGHWAY 56 AND TRUNK HIGHWAY 60, AT
 AE2834'TRUNK HIGHWAY 56 MILEPOINT 74.5, 75.5 FEET SOUTHWEST OF TRUNK HIGHWAY
 AE2834'56, 94 FEET EAST OF COUNTY ROAD 13, 66 FEET EAST-NORTHEAST OF POWER
 AE2834'POLE, 115 FEET SOUTHEAST OF POWER POLE, 16 FEET WEST-SOUTHWEST OF 18
 AE2834'INCH BOXELDER TREE, 0.5 FEET EAST OF WITNESS POST
 AE2834
 AE2834                          STATION RECOVERY (2009)
 AE2834
 AE2834'RECOVERY NOTE BY MN DEPT OF TRANSP 2009 (PNE)
 AE2834'RECOVERED AS DESCRIBED.
 AE2834
 AE2834                          STATION RECOVERY (2016)
 AE2834
 AE2834'RECOVERY NOTE BY MN DEPT OF TRANSP 2016 (MPP)
 AE2834'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DQ7446 ***********************************************************************
 DQ7446  DESIGNATION -  2507 K
 DQ7446  PID         -  DQ7446
 DQ7446  STATE/COUNTY-  MN/GOODHUE
 DQ7446  COUNTRY     -  US
 DQ7446  USGS QUAD   -  WEST CONCORD (2019)
 DQ7446
 DQ7446                         *CURRENT SURVEY CONTROL
 DQ7446  ______________________________________________________________________
 DQ7446* NAD 83(1986) POSITION- 44 14 41.80   (N) 092 57 43.49   (W)   HD_HELD1
 DQ7446* NAVD 88 ORTHO HEIGHT -   373.113 (meters)     1224.12  (feet) ADJUSTED
 DQ7446  ______________________________________________________________________
 DQ7446  GEOID HEIGHT    -        -29.001 (meters)                     GEOID18
 DQ7446  DYNAMIC HEIGHT  -        373.054 (meters)     1223.93  (feet) COMP
 DQ7446  MODELED GRAVITY -    980,448.1   (mgal)                       NAVD 88
 DQ7446
 DQ7446  VERT ORDER      -  SECOND    CLASS I
 DQ7446
 DQ7446.The horizontal coordinates were determined by differentially corrected
 DQ7446.hand held GPS observations or other comparable positioning techniques
 DQ7446.and have an estimated accuracy of +/- 3 meters.
 DQ7446
 DQ7446.The orthometric height was determined by differential leveling and
 DQ7446.adjusted by the NATIONAL GEODETIC SURVEY
 DQ7446.in May 2019.
 DQ7446
 DQ7446.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ7446.GEOID18 height accuracy estimate available here.
 DQ7446
 DQ7446.Click photographs - Photos may exist for this station.
 DQ7446
 DQ7446.The dynamic height is computed by dividing the NAVD 88
 DQ7446.geopotential number by the normal gravity value computed on the
 DQ7446.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ7446.degrees latitude (g = 980.6199 gals.).
 DQ7446
 DQ7446.The modeled gravity was interpolated from observed gravity values.
 DQ7446
 DQ7446;                    North         East    Units  Estimated Accuracy
 DQ7446;SPC MN S     -   238,853.7     882,896.5     MT  (+/- 3 meters HH1 GPS) 
 DQ7446
 DQ7446_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWJ0302799079(NAD 83)
 DQ7446
 DQ7446                          SUPERSEDED SURVEY CONTROL
 DQ7446
 DQ7446.No superseded survey control is available for this station.
 DQ7446
 DQ7446_MARKER: F = FLANGE-ENCASED ROD
 DQ7446_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DQ7446_STAMPING: 2507 K 2016
 DQ7446_MARK LOGO: MNDT
 DQ7446_PROJECTION: RECESSED 5 CENTIMETERS
 DQ7446_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DQ7446_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ7446_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ7446+SATELLITE: SATELLITE OBSERVATIONS - August 18, 2023
 DQ7446_ROD/PIPE-DEPTH: 6.7 meters
 DQ7446
 DQ7446  HISTORY     - Date     Condition        Report By
 DQ7446  HISTORY     - 20161128 MONUMENTED       MNDT
 DQ7446  HISTORY     - 20230818 GOOD             MNDT
 DQ7446
 DQ7446                          STATION DESCRIPTION
 DQ7446
 DQ7446'DESCRIBED BY MN DEPT OF TRANSP 2016
 DQ7446'THE MARK IS LOCATED ABOUT 2.0 MI (3.2 KM) SOUTHEAST OF KENYON.
 DQ7446'
 DQ7446'TO REACH THE MARK GO 2.25 MI (3.62 KM) SOUTHEAST ALONG TRUNK HIGHWAY
 DQ7446'56 FROM THE JUNCTION OF TRUNK HIGHWAY 56 AND TRUNK HIGHWAY 60 IN
 DQ7446'KENYON, AT TRUNK HIGHWAY 56 MILE POINT 72.70, 0.2 MI (0.3 KM)
 DQ7446'NORTHWEST OF 40TH STREET.
 DQ7446'
 DQ7446'THE MARK IS LOCATED 41.0 FT (12.5 M) NORTHEAST OF TRUNK HIGHWAY 56,
 DQ7446'1.5 FT (0.5 M) SOUTHWEST OF A WITNESS POST.
 DQ7446'
 DQ7446'NOTE-THE STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM ROD
 DQ7446'DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION REMOVABLE DISK
 DQ7446'SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH PVC
 DQ7446'PIPE BACK FILLED WITH WASHED SAND.
 DQ7446
 DQ7446                          STATION RECOVERY (2023)
 DQ7446
 DQ7446'RECOVERY NOTE BY MN DEPT OF TRANSP 2023 (MJS)
 DQ7446'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DQ7441 ***********************************************************************
 DQ7441  DESIGNATION -  2507 L
 DQ7441  PID         -  DQ7441
 DQ7441  STATE/COUNTY-  MN/GOODHUE
 DQ7441  COUNTRY     -  US
 DQ7441  USGS QUAD   -  WEST CONCORD (2019)
 DQ7441
 DQ7441                         *CURRENT SURVEY CONTROL
 DQ7441  ______________________________________________________________________
 DQ7441* NAD 83(1986) POSITION- 44 12 40.20   (N) 092 55 51.58   (W)   HD_HELD1
 DQ7441* NAVD 88 ORTHO HEIGHT -   364.505 (meters)     1195.88  (feet) ADJUSTED
 DQ7441  ______________________________________________________________________
 DQ7441  GEOID HEIGHT    -        -29.103 (meters)                     GEOID18
 DQ7441  DYNAMIC HEIGHT  -        364.444 (meters)     1195.68  (feet) COMP
 DQ7441  MODELED GRAVITY -    980,439.9   (mgal)                       NAVD 88
 DQ7441
 DQ7441  VERT ORDER      -  SECOND    CLASS I
 DQ7441
 DQ7441.The horizontal coordinates were determined by differentially corrected
 DQ7441.hand held GPS observations or other comparable positioning techniques
 DQ7441.and have an estimated accuracy of +/- 3 meters.
 DQ7441
 DQ7441.The orthometric height was determined by differential leveling and
 DQ7441.adjusted by the NATIONAL GEODETIC SURVEY
 DQ7441.in May 2019.
 DQ7441
 DQ7441.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ7441.GEOID18 height accuracy estimate available here.
 DQ7441
 DQ7441.Click photographs - Photos may exist for this station.
 DQ7441
 DQ7441.The dynamic height is computed by dividing the NAVD 88
 DQ7441.geopotential number by the normal gravity value computed on the
 DQ7441.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ7441.degrees latitude (g = 980.6199 gals.).
 DQ7441
 DQ7441.The modeled gravity was interpolated from observed gravity values.
 DQ7441
 DQ7441;                    North         East    Units  Estimated Accuracy
 DQ7441;SPC MN S     -   235,133.0     885,428.2     MT  (+/- 3 meters HH1 GPS) 
 DQ7441
 DQ7441_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWJ0551295329(NAD 83)
 DQ7441
 DQ7441                          SUPERSEDED SURVEY CONTROL
 DQ7441
 DQ7441.No superseded survey control is available for this station.
 DQ7441
 DQ7441_MARKER: I = METAL ROD
 DQ7441_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DQ7441_STAMPING: 2507 L 2016
 DQ7441_MARK LOGO: MNDT
 DQ7441_PROJECTION: RECESSED 5 CENTIMETERS
 DQ7441_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DQ7441_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ7441_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ7441+SATELLITE: SATELLITE OBSERVATIONS - August 17, 2023
 DQ7441_ROD/PIPE-DEPTH: 8.8 meters
 DQ7441
 DQ7441  HISTORY     - Date     Condition        Report By
 DQ7441  HISTORY     - 20161128 MONUMENTED       MNDT
 DQ7441  HISTORY     - 20200423 GOOD             MNDT
 DQ7441  HISTORY     - 20230817 GOOD             MNDT
 DQ7441
 DQ7441                          STATION DESCRIPTION
 DQ7441
 DQ7441'DESCRIBED BY MN DEPT OF TRANSP 2016
 DQ7441'THE MARK IS LOCATED ABOUT 4.5 MI (7.2 KM) SOUTHEAST OF KENYON.
 DQ7441'
 DQ7441'TO REACH THE MARK GO 5.1 MI (8.2 KM) SOUTHEAST ALONG TRUNK HIGHWAY 56
 DQ7441'FROM THE JUNCTION OF TRUNK HIGHWAY 56 AND TRUNK HIGHWAY 60 IN KENYON,
 DQ7441'AT TRUNK HIGHWAY 56 MILE POINT 69.90.
 DQ7441'
 DQ7441'THE MARK IS LOCATED 59.0 FT (18.0 M) NORTHEAST OF TRUNK HIGHWAY 56,
 DQ7441'86.0 FT (26.2 M) SOUTH OF COUNTY ROAD 11, 1.5 FT (0.5 M) SOUTHWEST OF
 DQ7441'A WITNESS POST.
 DQ7441'
 DQ7441'NOTE-THE STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM ROD
 DQ7441'DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION REMOVABLE DISK
 DQ7441'SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH PVC
 DQ7441'PIPE BACK FILLED WITH WASHED SAND.
 DQ7441
 DQ7441                          STATION RECOVERY (2020)
 DQ7441
 DQ7441'RECOVERY NOTE BY MN DEPT OF TRANSP 2020 (TJD)
 DQ7441'RECOVERED IN GOOD CONDITION.
 DQ7441
 DQ7441                          STATION RECOVERY (2023)
 DQ7441
 DQ7441'RECOVERY NOTE BY MN DEPT OF TRANSP 2023 (MJS)
 DQ7441'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DK6741 ***********************************************************************
 DK6741  DESIGNATION -  2508 C 1
 DK6741  PID         -  DK6741
 DK6741  STATE/COUNTY-  MN/GOODHUE
 DK6741  COUNTRY     -  US
 DK6741  USGS QUAD   -  RANDOLPH (2019)
 DK6741
 DK6741                         *CURRENT SURVEY CONTROL
 DK6741  ______________________________________________________________________
 DK6741* NAD 83(1986) POSITION- 44 30 55.60   (N) 093 00 45.92   (W)   HD_HELD1
 DK6741* NAVD 88 ORTHO HEIGHT -   266.552 (meters)      874.51  (feet) ADJUSTED
 DK6741  ______________________________________________________________________
 DK6741  GEOID HEIGHT    -        -28.925 (meters)                     GEOID18
 DK6741  DYNAMIC HEIGHT  -        266.516 (meters)      874.39  (feet) COMP
 DK6741  MODELED GRAVITY -    980,476.5   (mgal)                       NAVD 88
 DK6741
 DK6741  VERT ORDER      -  SECOND    CLASS I
 DK6741
 DK6741.The horizontal coordinates were determined by differentially corrected
 DK6741.hand held GPS observations or other comparable positioning techniques
 DK6741.and have an estimated accuracy of +/- 3 meters.
 DK6741
 DK6741.The orthometric height was determined by differential leveling and
 DK6741.adjusted by the NATIONAL GEODETIC SURVEY
 DK6741.in December 2008.
 DK6741
 DK6741.Significant digits in the geoid height do not necessarily reflect accuracy.
 DK6741.GEOID18 height accuracy estimate available here.
 DK6741
 DK6741.Click photographs - Photos may exist for this station.
 DK6741
 DK6741.The dynamic height is computed by dividing the NAVD 88
 DK6741.geopotential number by the normal gravity value computed on the
 DK6741.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK6741.degrees latitude (g = 980.6199 gals.).
 DK6741
 DK6741.The modeled gravity was interpolated from observed gravity values.
 DK6741
 DK6741;                    North         East    Units  Estimated Accuracy
 DK6741;SPC MN S     -   268,857.0     878,486.4     MT  (+/- 3 meters HH1 GPS) 
 DK6741
 DK6741_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK9898629124(NAD 83)
 DK6741
 DK6741                          SUPERSEDED SURVEY CONTROL
 DK6741
 DK6741.No superseded survey control is available for this station.
 DK6741
 DK6741_MARKER: DB = BENCH MARK DISK
 DK6741_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DK6741_SP_SET: BRIDGE ABUTMENT
 DK6741_STAMPING: 2508 C 1 1949
 DK6741_MARK LOGO: MNHD
 DK6741_MAGNETIC: N = NO MAGNETIC MATERIAL
 DK6741_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DK6741_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DK6741+SATELLITE: SATELLITE OBSERVATIONS - April 16, 2015
 DK6741
 DK6741  HISTORY     - Date     Condition        Report By
 DK6741  HISTORY     - 1949     MONUMENTED       MNDT
 DK6741  HISTORY     - 20051130 GOOD             MNDT
 DK6741  HISTORY     - 20080902 GOOD             MNDT
 DK6741  HISTORY     - 20150416 GOOD             MNDT
 DK6741
 DK6741                          STATION DESCRIPTION
 DK6741
 DK6741'DESCRIBED BY MN DEPT OF TRANSP 2005 (MPP)
 DK6741'THE MARK IS 1.0 MI (1.6 KM) SOUTHEAST OF RANDOLPH, IN ABUTMENT IN
 DK6741'SOUTHEAST CORNER OF TRUNK HIGHWAY 56 BRIDGE NUMBER 6525 OVER CANNON
 DK6741'RIVER, 0.80 MI (1.3 KM) SOUTH ALONG TRUNK HIGHWAY 56 FROM THE JUNCTION
 DK6741'OF TRUNK HIGHWAY 56 AND COUNTY ROAD 88 AT RANDOLPH, AT TRUNK HIGHWAY
 DK6741'56 MILEPOST 91.50, 20 FT (6.1 M) EAST OF TRUNK HIGHWAY 56.
 DK6741
 DK6741                          STATION RECOVERY (2008)
 DK6741
 DK6741'RECOVERY NOTE BY MN DEPT OF TRANSP 2008 (VNC)
 DK6741'RECOVERED AS DESCRIBED.
 DK6741
 DK6741                          STATION RECOVERY (2015)
 DK6741
 DK6741'RECOVERY NOTE BY MN DEPT OF TRANSP 2015 (DAS)
 DK6741'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 PP3137 ***********************************************************************
 PP3137  DESIGNATION -  2508 D
 PP3137  PID         -  PP3137
 PP3137  STATE/COUNTY-  MN/GOODHUE
 PP3137  COUNTRY     -  US
 PP3137  USGS QUAD   -  KENYON (2019)
 PP3137
 PP3137                         *CURRENT SURVEY CONTROL
 PP3137  ______________________________________________________________________
 PP3137* NAD 83(1996) POSITION- 44 17 53.90190(N) 092 58 49.71916(W)   NO CHECK
 PP3137* NAVD 88 ORTHO HEIGHT -   360.911 (meters)     1184.09  (feet) ADJUSTED
 PP3137  ______________________________________________________________________
 PP3137  GEOID HEIGHT    -        -28.964 (meters)                     GEOID18
 PP3137  LAPLACE CORR    -         -9.06  (seconds)                    DEFLEC18
 PP3137  DYNAMIC HEIGHT  -        360.856 (meters)     1183.91  (feet) COMP
 PP3137  MODELED GRAVITY -    980,455.9   (mgal)                       NAVD 88
 PP3137
 PP3137  HORZ ORDER      -  SECOND
 PP3137  VERT ORDER      -  SECOND    CLASS I
 PP3137
 PP3137.The horizontal coordinates were established by classical geodetic methods
 PP3137.and adjusted by the National Geodetic Survey in March 1999.
 PP3137
 PP3137.No horizontal observational check was made to the station.
 PP3137
 PP3137.The orthometric height was determined by differential leveling and
 PP3137.adjusted by the NATIONAL GEODETIC SURVEY
 PP3137.in May 2019.
 PP3137
 PP3137.Significant digits in the geoid height do not necessarily reflect accuracy.
 PP3137.GEOID18 height accuracy estimate available here.
 PP3137
 PP3137.Click photographs - Photos may exist for this station.
 PP3137
 PP3137.The Laplace correction was computed from DEFLEC18 derived deflections.
 PP3137
 PP3137.The dynamic height is computed by dividing the NAVD 88
 PP3137.geopotential number by the normal gravity value computed on the
 PP3137.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP3137.degrees latitude (g = 980.6199 gals.).
 PP3137
 PP3137.The modeled gravity was interpolated from observed gravity values.
 PP3137
 PP3137. The following values were computed from the NAD 83(1996) position.
 PP3137
 PP3137;                    North         East     Units Scale Factor Converg.
 PP3137;SPC MN S     -   244,763.766   881,353.255   MT  0.99992830   +0 42 52.6
 PP3137;SPC MN S     -   803,029.12  2,891,573.14   sFT  0.99992830   +0 42 52.6
 PP3137;UTM  15      - 4,905,006.094   501,557.332   MT  0.99960003   +0 00 49.1
 PP3137
 PP3137!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PP3137!SPC MN S     -   0.99994795  x   0.99992830  =   0.99987626
 PP3137!UTM  15      -   0.99994795  x   0.99960003  =   0.99954800
 PP3137
 PP3137_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWK0155705006(NAD 83)
 PP3137
 PP3137                          SUPERSEDED SURVEY CONTROL
 PP3137
 PP3137  NAD 83(1986)-  44 17 53.89546(N)    092 58 49.71579(W) AD(       ) 2
 PP3137  NAVD 88 (12/11/97)  360.891  (m)         1184.02   (f) SUPERSEDED  2 1
 PP3137  NGVD 29 (12/11/97)  360.870  (m)         1183.95   (f) ADJUSTED    2 1
 PP3137  NGVD 29             360.87   (m)         1184.0    (f) LEVELING    3  
 PP3137
 PP3137.Superseded values are not recommended for survey control.
 PP3137
 PP3137.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PP3137.See file dsdata.pdf to determine how the superseded data were derived.
 PP3137
 PP3137_MARKER: DV = VERTICAL CONTROL DISK
 PP3137_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 PP3137+WITH SETTING: INFORMATION.
 PP3137_STAMPING: 2508 D 1983
 PP3137_MARK LOGO: MNDT
 PP3137_PROJECTION: FLUSH
 PP3137_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 PP3137_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PP3137_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PP3137+SATELLITE: SATELLITE OBSERVATIONS - August 21, 2023
 PP3137
 PP3137  HISTORY     - Date     Condition        Report By
 PP3137  HISTORY     - 19830701 MONUMENTED       MNDT
 PP3137  HISTORY     - 1983     GOOD             MNDT
 PP3137  HISTORY     - 20090815 GOOD             MNDT
 PP3137  HISTORY     - 20161005 GOOD             MNDT
 PP3137  HISTORY     - 20200422 GOOD             MNDT
 PP3137  HISTORY     - 20230821 GOOD             MNDT
 PP3137
 PP3137                          STATION DESCRIPTION
 PP3137
 PP3137'DESCRIBED BY MN DEPT OF TRANSP 1983 (DKH)
 PP3137'THE STATION IS LOCATED ABOUT 1-1/4 MILES NORTH OF THE TOWN OF KENYON,
 PP3137'IN THE SE 1/4 OF SECTION 28, T110N, R18W, IN THE NORTHWEST QUADRANT OF
 PP3137'THE INTERSECTION OF TRUNK HIGHWAY 56 AND A GRAVEL TOWNSHIP ROAD.
 PP3137'
 PP3137'TO REACH THE STATION FROM THE NORTH JUNCTION OF TRUNK HIGHWAY 56 AND
 PP3137'TRUNK HIGHWAY 60 AT THE NORTHEAST EDGE OF KENYON, GO NORTH ON TRUNK
 PP3137'HIGHWAY 56 FOR 1.35 MILES TO A CROSSROAD AND THE STATION ON THE LEFT.
 PP3137'
 PP3137'THE STATION MARK, A STANDARD MNDT ALUMINUM VERTICAL CONTROL MONUMENT
 PP3137'DISK STAMPED---2508 D 1983---, IS SET ON THE TOP OF A 3/4 INCH
 PP3137'DIAMETER BY 6 FOOT LONG DRIVEN ALUMINUM ROD THAT PROJECTS 0.2 FOOT
 PP3137'ABOVE THE SURFACE OF THE GROUND AND IS ABOUT 1 FOOT BELOW THE LEVEL OF
 PP3137'TRUNK HIGHWAY 56.  THE MARK IS 173 FEET WEST OF THE CENTERLINE OF
 PP3137'TRUNK HIGHWAY 56 AT MILEPOINT 76.85, 34 FEET NORTH OF THE CENTER OF A
 PP3137'TOWNSHIP ROAD, 102.5 FEET WEST OF A GUYED POLE, 124.5 FEET NORTHWEST
 PP3137'OF A POWER POLE, AND 0.8 FOOT SOUTH OF A STEEL WITNESS POST.  A MAGNET
 PP3137'IN THE DISK MAKES THE MARK MAGNETIC.
 PP3137'
 PP3137'THIS STATION IS AN AZIMUTH MARK FOR STATION HOLDEN MNDT.
 PP3137
 PP3137                          STATION RECOVERY (1983)
 PP3137
 PP3137'RECOVERY NOTE BY MN DEPT OF TRANSP 1983 (OCO)
 PP3137'THE MARK IS LOCATED ABOUT 1-1/4 MILES NORTH OF THE TOWN OF KENYON, IN
 PP3137'THE SE 1/4 OF SECTION 28, T110N, R18W, 1.35 MILES NORTH ALONG TRUNK
 PP3137'HIGHWAY 56 FROM THE EAST JUNCTION OF TRUNK HIGHWAY 56 AND TRUNK
 PP3137'HIGHWAY 60 IN KENYON, 173 FEET WEST OF THE CENTERLINE OF TRUNK HIGHWAY
 PP3137'56 AT MILEPOINT 76.85, 34 FEET NORTH OF THE CENTER OF A TOWNSHIP ROAD,
 PP3137'102.5 FEET WEST OF A GUYED POLE, AND 0.8 FOOT SOUTHEAST OF A STEEL
 PP3137'WITNESS POST.  THE MARK, A STANDARD MNDT ALUMINUM VERTICAL CONTROL
 PP3137'MONUMENT DISK STAMPED---2508 D 1983---, IS SET ON THE TOP OF A 3/4
 PP3137'INCH DIAMETER BY 6 FOOT LONG DRIVEN ALUMINUM ROD THAT PROJECTS 0.2
 PP3137'FOOT ABOVE THE SURFACE OF THE GROUND AND IS ABOUT 1 FOOT BELOW THE
 PP3137'LEVEL OF TRUNK HIGHWAY 56.  A MAGNET IN THE DISK MAKES THE MARK
 PP3137'MAGNETIC.
 PP3137
 PP3137                          STATION RECOVERY (2009)
 PP3137
 PP3137'RECOVERY NOTE BY MN DEPT OF TRANSP 2009 (WEF)
 PP3137'RECOVERED AS DESCRIBED.
 PP3137
 PP3137                          STATION RECOVERY (2016)
 PP3137
 PP3137'RECOVERY NOTE BY MN DEPT OF TRANSP 2016 (MPP)
 PP3137'THE STATION IS LOCATED ABOUT 7.9 MI (12.7 KM) SOUTH-SOUTHWEST OF SOGN,
 PP3137'5.3 MI (8.5 KM) SOUTHEAST OF NERSTRAND AND 1.8 MI (2.9 KM) NORTH OF
 PP3137'KENYON.
 PP3137'
 PP3137'TO REACH THE MARK GO 1.35 MI (2.17 KM) NORTH ALONG TRUNK HIGHWAY 56
 PP3137'FROM THE EAST JUNCTION OF TRUNK HIGHWAY 56 AND TRUNK HIGHWAY 60 IN
 PP3137'KENYON, AT MILE POINT 76.85.
 PP3137'
 PP3137'THE MARK IS LOCATED 173.0 FT (52.7 M) WEST OF TRUNK HIGHWAY 56, 34.0
 PP3137'FT (10.4 M) NORTH OF 450TH STREET, 102.5 FT (31.2 M) WEST OF GUIDE
 PP3137'POLE, 124.5 FT (37.9 M) NORTHWEST OF A POWER POLE, 0.8 FT (24 CM)
 PP3137'SOUTH OF A WITNESS POST.
 PP3137
 PP3137                          STATION RECOVERY (2020)
 PP3137
 PP3137'RECOVERY NOTE BY MN DEPT OF TRANSP 2020 (BJG)
 PP3137'THE MARK WAS RECOVERED AS DESCRIBED.  THE DISK IS SLIGHTLY LEANING
 PP3137'SOUTH BUT IS STABLE.
 PP3137
 PP3137                          STATION RECOVERY (2023)
 PP3137
 PP3137'RECOVERY NOTE BY MN DEPT OF TRANSP 2023 (MJS)
 PP3137'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 PP3138 ***********************************************************************
 PP3138  DESIGNATION -  2508 E
 PP3138  PID         -  PP3138
 PP3138  STATE/COUNTY-  MN/GOODHUE
 PP3138  COUNTRY     -  US
 PP3138  USGS QUAD   -  KENYON (2019)
 PP3138
 PP3138                         *CURRENT SURVEY CONTROL
 PP3138  ______________________________________________________________________
 PP3138* NAD 83(1996) POSITION- 44 18 37.57650(N) 092 58 47.81911(W)   NO CHECK
 PP3138* NAVD 88 ORTHO HEIGHT -   366.011 (meters)     1200.82  (feet) ADJUSTED
 PP3138  ______________________________________________________________________
 PP3138  GEOID HEIGHT    -        -28.972 (meters)                     GEOID18
 PP3138  LAPLACE CORR    -         -9.03  (seconds)                    DEFLEC18
 PP3138  DYNAMIC HEIGHT  -        365.956 (meters)     1200.64  (feet) COMP
 PP3138  MODELED GRAVITY -    980,456.8   (mgal)                       NAVD 88
 PP3138
 PP3138  HORZ ORDER      -  SECOND
 PP3138  VERT ORDER      -  SECOND    CLASS I
 PP3138
 PP3138.The horizontal coordinates were established by classical geodetic methods
 PP3138.and adjusted by the National Geodetic Survey in March 1999.
 PP3138
 PP3138.No horizontal observational check was made to the station.
 PP3138
 PP3138.The orthometric height was determined by differential leveling and
 PP3138.adjusted by the NATIONAL GEODETIC SURVEY
 PP3138.in May 2019.
 PP3138
 PP3138.Significant digits in the geoid height do not necessarily reflect accuracy.
 PP3138.GEOID18 height accuracy estimate available here.
 PP3138
 PP3138.Click photographs - Photos may exist for this station.
 PP3138
 PP3138.The Laplace correction was computed from DEFLEC18 derived deflections.
 PP3138
 PP3138.The dynamic height is computed by dividing the NAVD 88
 PP3138.geopotential number by the normal gravity value computed on the
 PP3138.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP3138.degrees latitude (g = 980.6199 gals.).
 PP3138
 PP3138.The modeled gravity was interpolated from observed gravity values.
 PP3138
 PP3138. The following values were computed from the NAD 83(1996) position.
 PP3138
 PP3138;                    North         East     Units Scale Factor Converg.
 PP3138;SPC MN S     -   246,112.156   881,378.548   MT  0.99992757   +0 42 53.9
 PP3138;SPC MN S     -   807,452.97  2,891,656.12   sFT  0.99992757   +0 42 53.9
 PP3138;UTM  15      - 4,906,353.632   501,599.105   MT  0.99960003   +0 00 50.4
 PP3138
 PP3138!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PP3138!SPC MN S     -   0.99994716  x   0.99992757  =   0.99987473
 PP3138!UTM  15      -   0.99994716  x   0.99960003  =   0.99954721
 PP3138
 PP3138_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWK0159906353(NAD 83)
 PP3138
 PP3138                          SUPERSEDED SURVEY CONTROL
 PP3138
 PP3138  NAD 83(1986)-  44 18 37.57005(N)    092 58 47.81618(W) AD(       ) 2
 PP3138  NAVD 88 (12/11/97)  365.971  (m)         1200.69   (f) SUPERSEDED  2 1
 PP3138  NGVD 29 (12/11/97)  365.949  (m)         1200.62   (f) ADJUSTED    2 1
 PP3138  NGVD 29             365.95   (m)         1200.6    (f) LEVELING    3  
 PP3138
 PP3138.Superseded values are not recommended for survey control.
 PP3138
 PP3138.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PP3138.See file dsdata.pdf to determine how the superseded data were derived.
 PP3138
 PP3138_MARKER: DV = VERTICAL CONTROL DISK
 PP3138_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 PP3138_STAMPING: 2508 E 1983
 PP3138_MARK LOGO: MNDT
 PP3138_PROJECTION: FLUSH
 PP3138_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 PP3138_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PP3138_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PP3138+SATELLITE: SATELLITE OBSERVATIONS - August 21, 2023
 PP3138
 PP3138  HISTORY     - Date     Condition        Report By
 PP3138  HISTORY     - 1983     MONUMENTED       MNDT
 PP3138  HISTORY     - 1983     GOOD             MNDT
 PP3138  HISTORY     - 20090805 GOOD             MNDT
 PP3138  HISTORY     - 20161005 GOOD             MNDT
 PP3138  HISTORY     - 20230821 GOOD             MNDT
 PP3138
 PP3138                          STATION DESCRIPTION
 PP3138
 PP3138'DESCRIBED BY MN DEPT OF TRANSP 1983 (OCO)
 PP3138'THE MARK IS LOCATED ABOUT 2 MILES NORTH OF THE TOWN OF KENYON, IN THE
 PP3138'NE 1/4 OF SECTION 28, T110N, R18W, 2.2 MILES NORTH ALONG TRUNK HIGHWAY
 PP3138'56 FROM THE EAST JUNCTION OF TRUNK HIGHWAY 56 AND TRUNK HIGHWAY 60 IN
 PP3138'KENYON, 74 FEET WEST OF THE CENTERLINE OF TRUNK HIGHWAY 56 AT
 PP3138'MILEPOINT 77.65, 197 FEET SOUTH OF THE CENTER OF A DRIVE, 152 FEET
 PP3138'NORTH OF THE CENTER OF A FIELD ENTRANCE, 120 FEET NORTH-NORTHEAST OF A
 PP3138'POWER POLE, 31.4 FEET NORTHEAST OF A 30 INCH DIAMETER WHITE PINE TREE,
 PP3138'AND 1.3 FEET EAST OF A STEEL WITNESS POST.  THE MARK, A STANDARD MNDT
 PP3138'ALUMINUM VERTICAL CONTROL MONUMENT DISK STAMPED---2508 E 1983---, IS
 PP3138'SET ON THE TOP OF A 3/4 INCH DIAMETER BY 10 FOOT LONG DRIVEN ALUMINUM
 PP3138'ROD THAT IS BURIED 0.1 FOOT BELOW THE SURFACE OF THE GROUND AND IS
 PP3138'ABOUT LEVEL WITH TRUNK HIGHWAY 56.  A MAGNET IN THE DISK MAKES THE
 PP3138'MARK MAGNETIC.
 PP3138
 PP3138                          STATION RECOVERY (2009)
 PP3138
 PP3138'RECOVERY NOTE BY MN DEPT OF TRANSP 2009 (WEF)
 PP3138'RECOVERED AS DESCRIBED.
 PP3138
 PP3138                          STATION RECOVERY (2016)
 PP3138
 PP3138'RECOVERY NOTE BY MN DEPT OF TRANSP 2016 (MPP)
 PP3138'RECOVERED AS DESCRIBED.
 PP3138
 PP3138                          STATION RECOVERY (2023)
 PP3138
 PP3138'RECOVERY NOTE BY MN DEPT OF TRANSP 2023 (MJS)
 PP3138'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 AE2836 ***********************************************************************
 AE2836  DESIGNATION -  2508 F
 AE2836  PID         -  AE2836
 AE2836  STATE/COUNTY-  MN/GOODHUE
 AE2836  COUNTRY     -  US
 AE2836  USGS QUAD   -  KENYON (2019)
 AE2836
 AE2836                         *CURRENT SURVEY CONTROL
 AE2836  ______________________________________________________________________
 AE2836* NAD 83(1986) POSITION- 44 19 11.85   (N) 092 58 48.00   (W)   HD_HELD1
 AE2836* NAVD 88 ORTHO HEIGHT -   350.011 (meters)     1148.33  (feet) ADJUSTED
 AE2836  ______________________________________________________________________
 AE2836  GEOID HEIGHT    -        -28.979 (meters)                     GEOID18
 AE2836  DYNAMIC HEIGHT  -        349.958 (meters)     1148.15  (feet) COMP
 AE2836  MODELED GRAVITY -    980,457.7   (mgal)                       NAVD 88
 AE2836
 AE2836  VERT ORDER      -  SECOND    CLASS I
 AE2836
 AE2836.The horizontal coordinates were determined by differentially corrected
 AE2836.hand held GPS observations or other comparable positioning techniques
 AE2836.and have an estimated accuracy of +/- 3 meters.
 AE2836
 AE2836.The orthometric height was determined by differential leveling and
 AE2836.adjusted by the NATIONAL GEODETIC SURVEY
 AE2836.in May 2019.
 AE2836
 AE2836.Significant digits in the geoid height do not necessarily reflect accuracy.
 AE2836.GEOID18 height accuracy estimate available here.
 AE2836
 AE2836.Click photographs - Photos may exist for this station.
 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     -   247,169.8     881,361.3     MT  (+/- 3 meters HH1 GPS) 
 AE2836
 AE2836_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWK0159407411(NAD 83)
 AE2836
 AE2836                          SUPERSEDED SURVEY CONTROL
 AE2836
 AE2836  NAVD 88 (12/11/97)  349.992  (m)         1148.27   (f) SUPERSEDED  2 1
 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
 AE2836.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE2836.See file dsdata.pdf to determine how the superseded data were derived.
 AE2836
 AE2836_MARKER: DD = SURVEY DISK
 AE2836_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 AE2836_STAMPING: 2508 F 1983
 AE2836_MARK LOGO: MNDT
 AE2836_PROJECTION: RECESSED 30 CENTIMETERS
 AE2836_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AE2836_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AE2836_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE2836+SATELLITE: SATELLITE OBSERVATIONS - October 05, 2016
 AE2836
 AE2836  HISTORY     - Date     Condition        Report By
 AE2836  HISTORY     - 19830701 MONUMENTED       MNDT
 AE2836  HISTORY     - 20090805 MARK NOT FOUND   MNDT
 AE2836  HISTORY     - 20161005 GOOD             MNDT
 AE2836
 AE2836                          STATION DESCRIPTION
 AE2836
 AE2836'DESCRIBED BY MN DEPT OF TRANSP 1983 (OCO)
 AE2836'THE MARK IS LOCATED ABOUT 2-3/4 MILES NORTH OF THE TOWN OF KENYON,
 AE2836'NEAR THE E 1/4 OF SECTION 21, T110N, R18W, 2.85 MILES NORTH ALONG
 AE2836'TRUNK HIGHWAY 56 FROM THE EAST JUNCTION OF TRUNK HIGHWAY 56 AND TRUNK
 AE2836'HIGHWAY 60 IN KENYON, 75 FEET WEST OF THE CENTERLINE OF TRUNK HIGHWAY
 AE2836'56 AT MILEPOINT 78.35, 22 FEET SOUTH OF THE CENTER OF A FIELD
 AE2836'ENTRANCE, 2.1 FEET EAST-SOUTHEAST OF A FENCE CORNER, AND 0.7 FOOT
 AE2836'SOUTH OF A STEEL WITNESS POST.  THE MARK, A STANDARD MNDT ALUMINUM
 AE2836'VERTICAL CONTROL MONUMENT DISK STAMPED---2508 F 1983---, IS SET ON THE
 AE2836'TOP OF A 3/4 INCH DIAMETER BY 20 FOOT LONG DRIVEN ALUMINUM ROD THAT
 AE2836'PROJECTS 0.2 FOOT ABOVE THE SURFACE OF THE GROUND AND IS ABOUT 1 FOOT
 AE2836'BELOW THE LEVEL OF TRUNK HIGHWAY 56.  A MAGNET IN THE DISK MAKES THE
 AE2836'MARK MAGNETIC.
 AE2836
 AE2836                          STATION RECOVERY (2009)
 AE2836
 AE2836'RECOVERY NOTE BY MN DEPT OF TRANSP 2009 (WEF)
 AE2836'THE MARK WAS NOT RECOVERED.
 AE2836
 AE2836                          STATION RECOVERY (2016)
 AE2836
 AE2836'RECOVERY NOTE BY MN DEPT OF TRANSP 2016 (MPP)
 AE2836'THE STATION IS LOCATED ABOUT 6.5 MI (10.5 KM) SOUTH-SOUTHWEST OF SOGN,
 AE2836'4.6 MI (7.4 KM) EAST-SOUTHEAST OF NERSTRAND AND 3.3 MI (5.3 KM) NORTH
 AE2836'OF KENYON.
 AE2836'
 AE2836'TO REACH THE MARK GO 2.85 MI (4.59 KM) NORTH OF THE JUNCTION OF TRUNK
 AE2836'HIGHWAY 56 AND TRUNK HIGHWAY 60, AT TRUNK HIGHWAY 56 MILE POINT 78.35.
 AE2836'THE MARK IS LOCATED 75.0 FT (22.9 M) WEST OF TRUNK HIGHWAY 56, 22.0 FT
 AE2836'(6.7 M) SOUTH OF A FIELD ENTRANCE, 2.1 FT (0.6 M) EAST-SOUTHEAST OF A
 AE2836'FENCE CORNER, 0.7 FT (21 CM) SOUTH OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 AE2837 ***********************************************************************
 AE2837  DESIGNATION -  2508 G
 AE2837  PID         -  AE2837
 AE2837  STATE/COUNTY-  MN/GOODHUE
 AE2837  COUNTRY     -  US
 AE2837  USGS QUAD   -  KENYON (2019)
 AE2837
 AE2837                         *CURRENT SURVEY CONTROL
 AE2837  ______________________________________________________________________
 AE2837* NAD 83(1986) POSITION- 44 19 43.70   (N) 092 58 46.58   (W)   HD_HELD1
 AE2837* NAVD 88 ORTHO HEIGHT -   349.613 (meters)     1147.02  (feet) ADJUSTED
 AE2837  ______________________________________________________________________
 AE2837  GEOID HEIGHT    -        -28.987 (meters)                     GEOID18
 AE2837  DYNAMIC HEIGHT  -        349.561 (meters)     1146.85  (feet) COMP
 AE2837  MODELED GRAVITY -    980,458.4   (mgal)                       NAVD 88
 AE2837
 AE2837  VERT ORDER      -  SECOND    CLASS I
 AE2837
 AE2837.The horizontal coordinates were determined by differentially corrected
 AE2837.hand held GPS observations or other comparable positioning techniques
 AE2837.and have an estimated accuracy of +/- 3 meters.
 AE2837
 AE2837.The orthometric height was determined by differential leveling and
 AE2837.adjusted by the NATIONAL GEODETIC SURVEY
 AE2837.in May 2019.
 AE2837
 AE2837.Significant digits in the geoid height do not necessarily reflect accuracy.
 AE2837.GEOID18 height accuracy estimate available here.
 AE2837
 AE2837.Click photographs - Photos may exist for this station.
 AE2837
 AE2837.The dynamic height is computed by dividing the NAVD 88
 AE2837.geopotential number by the normal gravity value computed on the
 AE2837.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE2837.degrees latitude (g = 980.6199 gals.).
 AE2837
 AE2837.The modeled gravity was interpolated from observed gravity values.
 AE2837
 AE2837;                    North         East    Units  Estimated Accuracy
 AE2837;SPC MN S     -   248,153.2     881,380.5     MT  (+/- 3 meters HH1 GPS) 
 AE2837
 AE2837_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWK0162608393(NAD 83)
 AE2837
 AE2837                          SUPERSEDED SURVEY CONTROL
 AE2837
 AE2837  NAVD 88 (12/11/97)  349.599  (m)         1146.98   (f) SUPERSEDED  2 1
 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
 AE2837.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE2837.See file dsdata.pdf to determine how the superseded data were derived.
 AE2837
 AE2837_MARKER: DV = VERTICAL CONTROL DISK
 AE2837_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 AE2837_STAMPING: 2508 G 1983
 AE2837_MARK LOGO: MNDT
 AE2837_PROJECTION: RECESSED 5 CENTIMETERS
 AE2837_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AE2837_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AE2837_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE2837+SATELLITE: SATELLITE OBSERVATIONS - October 05, 2016
 AE2837
 AE2837  HISTORY     - Date     Condition        Report By
 AE2837  HISTORY     - 1983     MONUMENTED       MNDT
 AE2837  HISTORY     - 20090805 GOOD             MNDT
 AE2837  HISTORY     - 20161005 GOOD             MNDT
 AE2837
 AE2837                          STATION DESCRIPTION
 AE2837
 AE2837'DESCRIBED BY MN DEPT OF TRANSP 1983 (OCO)
 AE2837'THE MARK IS LOCATED ABOUT 3-1/2 MILES NORTH OF THE TOWN OF KENYON, IN
 AE2837'THE SW 1/4 OF SECTION 15, T110N, R18W, 3.45 MILES NORTH ALONG TRUNK
 AE2837'HIGHWAY 56 FROM THE EAST JUNCTION OF TRUNK HIGHWAY 56 AND TRUNK
 AE2837'HIGHWAY 60 IN KENYON, 74 FEET EAST OF THE CENTERLINE OF TRUNK HIGHWAY
 AE2837'56 AT MILEPOINT 78.95, 206 FEET SOUTH-SOUTHEAST OF MILEPOST 79, 1.2
 AE2837'FEET WEST OF A FENCELINE, AND 0.7 FOOT WEST OF A STEEL WITNESS POST.
 AE2837'THE MARK, A STANDARD MNDT ALUMINUM VERTICAL CONTROL MONUMENT DISK
 AE2837'STAMPED---2508 G 1983--- IS SET ON THE TOP OF A 3/4 INCH DIAMETER BY
 AE2837'15 FOOT LONG DRIVEN ALUMINUM ROD THAT IS BURIED 0.2 FOOT BELOW THE
 AE2837'SURFACE OF THE GROUND AND IS ABOUT LEVEL WITH TRUNK HIGHWAY 56.  A
 AE2837'MAGNET IN THE DISK MAKES THE MARK MAGNETIC.
 AE2837
 AE2837                          STATION RECOVERY (2009)
 AE2837
 AE2837'RECOVERY NOTE BY MN DEPT OF TRANSP 2009 (WEF)
 AE2837'RECOVERED AS DESCRIBED.
 AE2837
 AE2837                          STATION RECOVERY (2016)
 AE2837
 AE2837'RECOVERY NOTE BY MN DEPT OF TRANSP 2016 (MPP)
 AE2837'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 AE2838 ***********************************************************************
 AE2838  DESIGNATION -  2508 H
 AE2838  PID         -  AE2838
 AE2838  STATE/COUNTY-  MN/GOODHUE
 AE2838  COUNTRY     -  US
 AE2838  USGS QUAD   -  KENYON (2019)
 AE2838
 AE2838                         *CURRENT SURVEY CONTROL
 AE2838  ______________________________________________________________________
 AE2838* NAD 83(1986) POSITION- 44 20 08.60   (N) 092 58 48.80   (W)   HD_HELD1
 AE2838* NAVD 88 ORTHO HEIGHT -   325.477 (meters)     1067.84  (feet) ADJUSTED
 AE2838  ______________________________________________________________________
 AE2838  GEOID HEIGHT    -        -28.990 (meters)                     GEOID18
 AE2838  DYNAMIC HEIGHT  -        325.429 (meters)     1067.68  (feet) COMP
 AE2838  MODELED GRAVITY -    980,459.1   (mgal)                       NAVD 88
 AE2838
 AE2838  VERT ORDER      -  SECOND    CLASS I
 AE2838
 AE2838.The horizontal coordinates were determined by differentially corrected
 AE2838.hand held GPS observations or other comparable positioning techniques
 AE2838.and have an estimated accuracy of +/- 3 meters.
 AE2838
 AE2838.The orthometric height was determined by differential leveling and
 AE2838.adjusted by the NATIONAL GEODETIC SURVEY
 AE2838.in May 2019.
 AE2838
 AE2838.Significant digits in the geoid height do not necessarily reflect accuracy.
 AE2838.GEOID18 height accuracy estimate available here.
 AE2838
 AE2838.Click photographs - Photos may exist for this station.
 AE2838
 AE2838.The dynamic height is computed by dividing the NAVD 88
 AE2838.geopotential number by the normal gravity value computed on the
 AE2838.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE2838.degrees latitude (g = 980.6199 gals.).
 AE2838
 AE2838.The modeled gravity was interpolated from observed gravity values.
 AE2838
 AE2838;                    North         East    Units  Estimated Accuracy
 AE2838;SPC MN S     -   248,921.0     881,321.8     MT  (+/- 3 meters HH1 GPS) 
 AE2838
 AE2838_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWK0157609162(NAD 83)
 AE2838
 AE2838                          SUPERSEDED SURVEY CONTROL
 AE2838
 AE2838  NAVD 88 (12/11/97)  325.470  (m)         1067.81   (f) SUPERSEDED  2 1
 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
 AE2838.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE2838.See file dsdata.pdf to determine how the superseded data were derived.
 AE2838
 AE2838_MARKER: DV = VERTICAL CONTROL DISK
 AE2838_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 AE2838_SP_SET: CULVERT
 AE2838_STAMPING: 2508 H 1983
 AE2838_MARK LOGO: MNDT
 AE2838_MAGNETIC: N = NO MAGNETIC MATERIAL
 AE2838_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE2838+STABILITY: SURFACE MOTION
 AE2838_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AE2838+SATELLITE: SATELLITE OBSERVATIONS - October 05, 2016
 AE2838
 AE2838  HISTORY     - Date     Condition        Report By
 AE2838  HISTORY     - 1983     MONUMENTED       MNDT
 AE2838  HISTORY     - 20090805 GOOD             MNDT
 AE2838  HISTORY     - 20161005 GOOD             MNDT
 AE2838
 AE2838                          STATION DESCRIPTION
 AE2838
 AE2838'DESCRIBED BY MN DEPT OF TRANSP 1983 (OCO)
 AE2838'THE MARK IS LOCATED ABOUT 4 MILES NORTH OF THE TOWN OF KENYON, IN THE
 AE2838'NW 1/4 OF SECTION 15, T110N, R18W, 3.95 MILES NORTH ALONG TRUNK
 AE2838'HIGHWAY 56 FROM THE EAST JUNCTION OF TRUNK HIGHWAY 56 AND TRUNK
 AE2838'HIGHWAY 60 IN KENYON, 54 FEET EAST OF THE CENTERLINE OF TRUNK HIGHWAY
 AE2838'56 AT MILEPOINT 79.45, 65 FEET NORTH OF THE CENTER OF AN ENTRANCE,
 AE2838'30.2 FEET SOUTHEAST OF THE EAST LEG OF A NO PASSING SIGN, IN THE TOP
 AE2838'OF THE SOUTHEAST HEADWALL OF A CONCRETE BOX CULVERT.  THE MARK, A
 AE2838'STANDARD MNDT VERTICAL CONTROL MONUMENT DISK STAMPED---2508 H 1983---,
 AE2838'IS SET FLUSH IN THE TOP OF THE HEADWALL AND IS ABOUT 15 FEET BELOW THE
 AE2838'LEVEL OF TRUNK HIGHWAY 56.
 AE2838
 AE2838                          STATION RECOVERY (2009)
 AE2838
 AE2838'RECOVERY NOTE BY MN DEPT OF TRANSP 2009 (WEF)
 AE2838'RECOVERED AS DESCRIBED.
 AE2838
 AE2838                          STATION RECOVERY (2016)
 AE2838
 AE2838'RECOVERY NOTE BY MN DEPT OF TRANSP 2016 (MPP)
 AE2838'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DK6742 ***********************************************************************
 DK6742  DESIGNATION -  2508 K
 DK6742  PID         -  DK6742
 DK6742  STATE/COUNTY-  MN/GOODHUE
 DK6742  COUNTRY     -  US
 DK6742  USGS QUAD   -  DENNISON (2019)
 DK6742
 DK6742                         *CURRENT SURVEY CONTROL
 DK6742  ______________________________________________________________________
 DK6742* NAD 83(2011) POSITION- 44 29 43.95397(N) 093 00 34.68386(W)   ADJUSTED
 DK6742* NAD 83(2011) ELLIP HT-   248.047 (meters)        (07/25/16)   ADJUSTED
 DK6742* NAD 83(2011) EPOCH   -  2010.00
 DK6742* NAVD 88 ORTHO HEIGHT -   277.001 (meters)      908.79  (feet) ADJUSTED
 DK6742  ______________________________________________________________________
 DK6742  GEOID HEIGHT    -        -28.951 (meters)                     GEOID18
 DK6742  NAD 83(2011) X  -   -239,272.366 (meters)                     COMP
 DK6742  NAD 83(2011) Y  - -4,550,946.620 (meters)                     COMP
 DK6742  NAD 83(2011) Z  -  4,447,708.751 (meters)                     COMP
 DK6742  LAPLACE CORR    -        -10.14  (seconds)                    DEFLEC18
 DK6742  DYNAMIC HEIGHT  -        276.964 (meters)      908.67  (feet) COMP
 DK6742  MODELED GRAVITY -    980,476.9   (mgal)                       NAVD 88
 DK6742
 DK6742  VERT ORDER      -  SECOND    CLASS I
 DK6742
 DK6742  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DK6742  Standards:
 DK6742         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DK6742            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DK6742  -------------------------------------------------------------------
 DK6742  NETWORK    0.49   0.92           0.23   0.16   0.47      0.04715395
 DK6742  -------------------------------------------------------------------
 DK6742  Click here for local accuracies and other accuracy information.
 DK6742
 DK6742.The horizontal coordinates were established by GPS observations
 DK6742.and adjusted by the MN DEPT OF TRANSP in July 2016.
 DK6742
 DK6742.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DK6742.been affixed to the stable North American tectonic plate. See 
 DK6742.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DK6742
 DK6742.The horizontal coordinates are valid at the epoch date displayed above
 DK6742.which is a decimal equivalence of Year/Month/Day.
 DK6742
 DK6742.The orthometric height was determined by differential leveling and
 DK6742.adjusted by the NATIONAL GEODETIC SURVEY
 DK6742.in December 2008.
 DK6742
 DK6742.Significant digits in the geoid height do not necessarily reflect accuracy.
 DK6742.GEOID18 height accuracy estimate available here.
 DK6742
 DK6742.Click photographs - Photos may exist for this station.
 DK6742
 DK6742.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DK6742
 DK6742.The Laplace correction was computed from DEFLEC18 derived deflections.
 DK6742
 DK6742.The ellipsoidal height was determined by GPS observations
 DK6742.and is referenced to NAD 83.
 DK6742
 DK6742.The dynamic height is computed by dividing the NAVD 88
 DK6742.geopotential number by the normal gravity value computed on the
 DK6742.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK6742.degrees latitude (g = 980.6199 gals.).
 DK6742
 DK6742.The modeled gravity was interpolated from observed gravity values.
 DK6742
 DK6742. The following values were computed from the NAD 83(2011) position.
 DK6742
 DK6742;                    North         East     Units Scale Factor Converg.
 DK6742;SPC MN S     -   266,648.832   878,761.275   MT  0.99992204   +0 41 39.0
 DK6742;SPC MN S     -   874,830.38  2,883,069.28   sFT  0.99992204   +0 41 39.0
 DK6742;UTM  15      - 4,926,914.126   499,234.028   MT  0.99960001   -0 00 24.3
 DK6742
 DK6742!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DK6742!SPC MN S     -   0.99996111  x   0.99992204  =   0.99988315
 DK6742!UTM  15      -   0.99996111  x   0.99960001  =   0.99956113
 DK6742
 DK6742_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK9923426914(NAD 83)
 DK6742
 DK6742                          SUPERSEDED SURVEY CONTROL
 DK6742
 DK6742.No superseded survey control is available for this station.
 DK6742
 DK6742_MARKER: DD = SURVEY DISK
 DK6742_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DK6742_STAMPING: 2508 K 2006
 DK6742_MARK LOGO: MNDT
 DK6742_PROJECTION: FLUSH
 DK6742_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DK6742_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DK6742_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DK6742+SATELLITE: SATELLITE OBSERVATIONS - April 29, 2016
 DK6742_ROD/PIPE-DEPTH: 10.1 meters
 DK6742
 DK6742  HISTORY     - Date     Condition        Report By
 DK6742  HISTORY     - 20060124 MONUMENTED       MNDT
 DK6742  HISTORY     - 20080902 GOOD             MNDT
 DK6742  HISTORY     - 20150416 GOOD             MNDT
 DK6742  HISTORY     - 20160429 GOOD             MNDT
 DK6742
 DK6742                          STATION DESCRIPTION
 DK6742
 DK6742'DESCRIBED BY MN DEPT OF TRANSP 2006
 DK6742'THE MARK IS 2.0 MI (3.2 KM) SOUTH OF RANDOLPH, 2.2 MI (3.5 KM) SOUTH
 DK6742'ALONG TRUNK HIGHWAY 56 FROM THE JUNCTION OF TRUNK HIGHWAY 56 AND
 DK6742'COUNTY ROAD 88 FROM 0.5 MI (0.8 KM) EAST OF RANDOLPH, AT TRUNK HIGHWAY
 DK6742'56 MILE POINT 91.75, 74.8 FT (22.8 M) EAST OF TRUNK HIGHWAY 56, 20 FT
 DK6742'(6.1 M) SOUTH OF A FIELD ENTRANCE, 17 FT (5.2 M) NORTHEAST OF CABLE
 DK6742'MARKER, 14.0 FT (4.3 M) NORTH OF POWER POLE, 4.6 FT (1.4 M) NORTH OF
 DK6742'RIGHT-OF-WAY POST, 1.2 FT (0.4 M) SOUTH OF A WITNESS POST.
 DK6742
 DK6742                          STATION RECOVERY (2008)
 DK6742
 DK6742'RECOVERY NOTE BY MN DEPT OF TRANSP 2008 (VNC)
 DK6742'RECOVERED AS DESCRIBED.
 DK6742
 DK6742                          STATION RECOVERY (2015)
 DK6742
 DK6742'RECOVERY NOTE BY MN DEPT OF TRANSP 2015 (DAS)
 DK6742'RECOVERED AS DESCRIBED.
 DK6742
 DK6742                          STATION RECOVERY (2016)
 DK6742
 DK6742'RECOVERY NOTE BY MN DEPT OF TRANSP 2016 (CJS)
 DK6742'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DQ7231 ***********************************************************************
 DQ7231  DESIGNATION -  2508 L
 DQ7231  PID         -  DQ7231
 DQ7231  STATE/COUNTY-  MN/GOODHUE
 DQ7231  COUNTRY     -  US
 DQ7231  USGS QUAD   -  DENNISON (2019)
 DQ7231
 DQ7231                         *CURRENT SURVEY CONTROL
 DQ7231  ______________________________________________________________________
 DQ7231* NAD 83(1986) POSITION- 44 28 18.51   (N) 093 00 32.48   (W)   HD_HELD1
 DQ7231* NAVD 88 ORTHO HEIGHT -   278.290 (meters)      913.02  (feet) ADJUSTED
 DQ7231  ______________________________________________________________________
 DQ7231  GEOID HEIGHT    -        -28.959 (meters)                     GEOID18
 DQ7231  DYNAMIC HEIGHT  -        278.252 (meters)      912.90  (feet) COMP
 DQ7231  MODELED GRAVITY -    980,474.4   (mgal)                       NAVD 88
 DQ7231
 DQ7231  VERT ORDER      -  SECOND    CLASS I
 DQ7231
 DQ7231.The horizontal coordinates were determined by differentially corrected
 DQ7231.hand held GPS observations or other comparable positioning techniques
 DQ7231.and have an estimated accuracy of +/- 3 meters.
 DQ7231
 DQ7231.The orthometric height was determined by differential leveling and
 DQ7231.adjusted by the NATIONAL GEODETIC SURVEY
 DQ7231.in May 2019.
 DQ7231
 DQ7231.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ7231.GEOID18 height accuracy estimate available here.
 DQ7231
 DQ7231.Click photographs - Photos may exist for this station.
 DQ7231
 DQ7231.The dynamic height is computed by dividing the NAVD 88
 DQ7231.geopotential number by the normal gravity value computed on the
 DQ7231.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ7231.degrees latitude (g = 980.6199 gals.).
 DQ7231
 DQ7231.The modeled gravity was interpolated from observed gravity values.
 DQ7231
 DQ7231;                    North         East    Units  Estimated Accuracy
 DQ7231;SPC MN S     -   264,012.4     878,841.9     MT  (+/- 3 meters HH1 GPS) 
 DQ7231
 DQ7231_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK9928224277(NAD 83)
 DQ7231
 DQ7231                          SUPERSEDED SURVEY CONTROL
 DQ7231
 DQ7231.No superseded survey control is available for this station.
 DQ7231
 DQ7231_MARKER: F = FLANGE-ENCASED ROD
 DQ7231_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DQ7231_STAMPING: 2508 L 2016
 DQ7231_MARK LOGO: MNDT
 DQ7231_PROJECTION: RECESSED 5 CENTIMETERS
 DQ7231_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DQ7231_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ7231_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ7231+SATELLITE: SATELLITE OBSERVATIONS - September 27, 2023
 DQ7231_ROD/PIPE-DEPTH: 10.7 meters
 DQ7231
 DQ7231  HISTORY     - Date     Condition        Report By
 DQ7231  HISTORY     - 20161018 MONUMENTED       MNDT
 DQ7231  HISTORY     - 20230927 GOOD             MNDT
 DQ7231
 DQ7231                          STATION DESCRIPTION
 DQ7231
 DQ7231'DESCRIBED BY MN DEPT OF TRANSP 2016
 DQ7231'THE STATION IS LOCATED ABOUT 5.7 MI (9.2 KM) WEST-SOUTHWEST OF CANNON
 DQ7231'FALLS, 4.7 MI (7.6 KM) NORTH-NORTHEAST OF DENNISON AND 3.8 MI (6.1 KM)
 DQ7231'SOUTH OF RANDOLPH.
 DQ7231'
 DQ7231'TO REACH THE MARK AT THE JUNCTION OF TRUNK HIGHWAY 56 AND TRUNK
 DQ7231'HIGHWAY 19 IN STANTON, AT TRUNK HIGHWAY 56 MILE POINT 89.50.
 DQ7231'
 DQ7231'THE MARK IS LOCATED 114.0 FT (34.7 M) NORTH OF 330TH STREET, 172.0 FT
 DQ7231'(52.4 M) EAST OF TRUNK HIGHWAY 56, 4.5 FT (1.4 M) SOUTHWEST OF
 DQ7231'RIGHT-OF-WAY POST, 1.5 FT (0.5 M) WEST OF A WITNESS POST.
 DQ7231'
 DQ7231'NOTE-THE STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM ROD
 DQ7231'DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION REMOVABLE DISK
 DQ7231'SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH PVC
 DQ7231'PIPE BACK FILLED WITH WASHED SAND.
 DQ7231
 DQ7231                          STATION RECOVERY (2023)
 DQ7231
 DQ7231'RECOVERY NOTE BY MN DEPT OF TRANSP 2023 (MJS)
 DQ7231'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DQ7229 ***********************************************************************
 DQ7229  DESIGNATION -  2508 M
 DQ7229  PID         -  DQ7229
 DQ7229  STATE/COUNTY-  MN/GOODHUE
 DQ7229  COUNTRY     -  US
 DQ7229  USGS QUAD   -  DENNISON (2019)
 DQ7229
 DQ7229                         *CURRENT SURVEY CONTROL
 DQ7229  ______________________________________________________________________
 DQ7229* NAD 83(1986) POSITION- 44 27 23.30   (N) 093 00 37.92   (W)   HD_HELD1
 DQ7229* NAVD 88 ORTHO HEIGHT -   282.611 (meters)      927.20  (feet) ADJUSTED
 DQ7229  ______________________________________________________________________
 DQ7229  GEOID HEIGHT    -        -28.951 (meters)                     GEOID18
 DQ7229  DYNAMIC HEIGHT  -        282.572 (meters)      927.07  (feet) COMP
 DQ7229  MODELED GRAVITY -    980,472.9   (mgal)                       NAVD 88
 DQ7229
 DQ7229  VERT ORDER      -  SECOND    CLASS I
 DQ7229
 DQ7229.The horizontal coordinates were determined by differentially corrected
 DQ7229.hand held GPS observations or other comparable positioning techniques
 DQ7229.and have an estimated accuracy of +/- 3 meters.
 DQ7229
 DQ7229.The orthometric height was determined by differential leveling and
 DQ7229.adjusted by the NATIONAL GEODETIC SURVEY
 DQ7229.in May 2019.
 DQ7229
 DQ7229.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ7229.GEOID18 height accuracy estimate available here.
 DQ7229
 DQ7229.Click photographs - Photos may exist for this station.
 DQ7229
 DQ7229.The dynamic height is computed by dividing the NAVD 88
 DQ7229.geopotential number by the normal gravity value computed on the
 DQ7229.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ7229.degrees latitude (g = 980.6199 gals.).
 DQ7229
 DQ7229.The modeled gravity was interpolated from observed gravity values.
 DQ7229
 DQ7229;                    North         East    Units  Estimated Accuracy
 DQ7229;SPC MN S     -   262,307.0     878,742.3     MT  (+/- 3 meters HH1 GPS) 
 DQ7229
 DQ7229_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK9916222574(NAD 83)
 DQ7229
 DQ7229                          SUPERSEDED SURVEY CONTROL
 DQ7229
 DQ7229.No superseded survey control is available for this station.
 DQ7229
 DQ7229_MARKER: F = FLANGE-ENCASED ROD
 DQ7229_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DQ7229_STAMPING: 2508 M 2016
 DQ7229_MARK LOGO: MNDT
 DQ7229_PROJECTION: RECESSED 5 CENTIMETERS
 DQ7229_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DQ7229_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ7229_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ7229+SATELLITE: SATELLITE OBSERVATIONS - August 25, 2023
 DQ7229_ROD/PIPE-DEPTH: 4.9 meters
 DQ7229
 DQ7229  HISTORY     - Date     Condition        Report By
 DQ7229  HISTORY     - 20161018 MONUMENTED       MNDT
 DQ7229  HISTORY     - 20230825 GOOD             MNDT
 DQ7229
 DQ7229                          STATION DESCRIPTION
 DQ7229
 DQ7229'DESCRIBED BY MN DEPT OF TRANSP 2016
 DQ7229'THE STATION IS LOCATED ABOUT 5.4 MI (8.7 KM) NORTHWEST OF SOGN, 4.8 MI
 DQ7229'(7.7 KM) SOUTH OF RANDOLPH AND 3.7 MI (6.0 KM) NORTH-NORTHEAST OF
 DQ7229'DENNISON.
 DQ7229'
 DQ7229'TO REACH THE MARK GO 4.15 MI (6.68 KM) NORTHERLY ALONG TRUNK HIGHWAY
 DQ7229'56 FROM THE JUNCTION OF TRUNK HIGHWAY 56 AND COUNTY ROAD 9 (JUNCTION
 DQ7229'IS 2.5 MI (4.0 KM) EAST OF DENNISON), AT TRUNK HIGHWAY 56 MILE POINT
 DQ7229'88.50, 0.2 MI (0.3 KM) NORTH OF 342ND STREET.
 DQ7229'
 DQ7229'THE MARK IS LOCATED 62.0 FT (18.9 M) WEST-NORTHWEST OF TRUNK HIGHWAY
 DQ7229'56, 90.1 FT (27.5 M) SOUTH-SOUTHWEST OF A DRIVEWAY NUMBER 34241, 62.0
 DQ7229'FT (18.9 M) SOUTHEAST OF A POWER POLE, 1.5 FT (0.5 M) EAST-SOUTHEAST
 DQ7229'OF A WITNESS POST.
 DQ7229'
 DQ7229'NOTE-THE STATION STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER
 DQ7229'ALUMINUM ROD DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION
 DQ7229'REMOVABLE DISK SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY
 DQ7229'A SIX-INCH PVC PIPE BACK FILLED WITH WASHED SAND.
 DQ7229
 DQ7229                          STATION RECOVERY (2023)
 DQ7229
 DQ7229'RECOVERY NOTE BY MN DEPT OF TRANSP 2023 (MJS)
 DQ7229'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DQ7226 ***********************************************************************
 DQ7226  DESIGNATION -  2508 N
 DQ7226  PID         -  DQ7226
 DQ7226  STATE/COUNTY-  MN/GOODHUE
 DQ7226  COUNTRY     -  US
 DQ7226  USGS QUAD   -  DENNISON (2019)
 DQ7226
 DQ7226                         *CURRENT SURVEY CONTROL
 DQ7226  ______________________________________________________________________
 DQ7226* NAD 83(1986) POSITION- 44 25 55.22   (N) 093 00 16.43   (W)   HD_HELD1
 DQ7226* NAVD 88 ORTHO HEIGHT -   289.956 (meters)      951.30  (feet) ADJUSTED
 DQ7226  ______________________________________________________________________
 DQ7226  GEOID HEIGHT    -        -28.963 (meters)                     GEOID18
 DQ7226  DYNAMIC HEIGHT  -        289.916 (meters)      951.17  (feet) COMP
 DQ7226  MODELED GRAVITY -    980,469.6   (mgal)                       NAVD 88
 DQ7226
 DQ7226  VERT ORDER      -  SECOND    CLASS I
 DQ7226
 DQ7226.The horizontal coordinates were determined by differentially corrected
 DQ7226.hand held GPS observations or other comparable positioning techniques
 DQ7226.and have an estimated accuracy of +/- 3 meters.
 DQ7226
 DQ7226.The orthometric height was determined by differential leveling and
 DQ7226.adjusted by the NATIONAL GEODETIC SURVEY
 DQ7226.in May 2019.
 DQ7226
 DQ7226.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ7226.GEOID18 height accuracy estimate available here.
 DQ7226
 DQ7226.Click photographs - Photos may exist for this station.
 DQ7226
 DQ7226.The dynamic height is computed by dividing the NAVD 88
 DQ7226.geopotential number by the normal gravity value computed on the
 DQ7226.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ7226.degrees latitude (g = 980.6199 gals.).
 DQ7226
 DQ7226.The modeled gravity was interpolated from observed gravity values.
 DQ7226
 DQ7226;                    North         East    Units  Estimated Accuracy
 DQ7226;SPC MN S     -   259,594.5     879,250.5     MT  (+/- 3 meters HH1 GPS) 
 DQ7226
 DQ7226_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK9963619856(NAD 83)
 DQ7226
 DQ7226                          SUPERSEDED SURVEY CONTROL
 DQ7226
 DQ7226.No superseded survey control is available for this station.
 DQ7226
 DQ7226_MARKER: I = METAL ROD
 DQ7226_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DQ7226_STAMPING: 2508 N 2016
 DQ7226_MARK LOGO: MNDT
 DQ7226_PROJECTION: RECESSED 5 CENTIMETERS
 DQ7226_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DQ7226_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ7226_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ7226+SATELLITE: SATELLITE OBSERVATIONS - August 25, 2023
 DQ7226_ROD/PIPE-DEPTH: 9.4 meters
 DQ7226
 DQ7226  HISTORY     - Date     Condition        Report By
 DQ7226  HISTORY     - 20161018 MONUMENTED       MNDT
 DQ7226  HISTORY     - 20200422 GOOD             MNDT
 DQ7226  HISTORY     - 20230825 GOOD             MNDT
 DQ7226
 DQ7226                          STATION DESCRIPTION
 DQ7226
 DQ7226'DESCRIBED BY MN DEPT OF TRANSP 2016
 DQ7226'THE STATION IS LOCATED ABOUT 6.5 MI (10.5 KM) SOUTH OF RANDOLPH, 4.2
 DQ7226'MI (6.8 KM) WEST-NORTHWEST OF SOGN AND 2.4 MI (3.9 KM) NORTHEAST OF
 DQ7226'DENNISON.
 DQ7226'
 DQ7226'TO REACH THE MARK GO 2.25 MI (3.62 KM) NORTHWEST ALONG TRUNK HIGHWAY
 DQ7226'56 FROM THE JUNCTION OF TRUNK HIGHWAY 56 AND COUNTY ROAD 9 (JUNCTION
 DQ7226'IS 2.5 MI (4.0 KM) EAST OF DENNISON), AT TRUNK HIGHWAY 56 MILE POINT
 DQ7226'86.60, 0.1 MI (0.2 KM) SOUTHEAST OF 357TH STREET.
 DQ7226'
 DQ7226'THE MARK IS LOCATED 64.0 FT (19.5 M) NORTH-NORTHEAST OF TRUNK HIGHWAY
 DQ7226'56, 20.0 FT (6.1 M) EAST-SOUTHEAST OF A FIELD ENTRANCE, 1.5 FT (0.5 M)
 DQ7226'SOUTH-SOUTHWEST OF A WITNESS POST.
 DQ7226'
 DQ7226'NOTE-THE STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM ROD
 DQ7226'DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION REMOVABLE DISK
 DQ7226'SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH PVC
 DQ7226'PIPE BACK FILLED WITH WASHED SAND.
 DQ7226
 DQ7226                          STATION RECOVERY (2020)
 DQ7226
 DQ7226'RECOVERY NOTE BY MN DEPT OF TRANSP 2020 (BJG)
 DQ7226'RECOVERED IN GOOD CONDITION.
 DQ7226
 DQ7226                          STATION RECOVERY (2023)
 DQ7226
 DQ7226'RECOVERY NOTE BY MN DEPT OF TRANSP 2023 (MJS)
 DQ7226'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DQ7225 ***********************************************************************
 DQ7225  DESIGNATION -  2508 P
 DQ7225  PID         -  DQ7225
 DQ7225  STATE/COUNTY-  MN/GOODHUE
 DQ7225  COUNTRY     -  US
 DQ7225  USGS QUAD   -  SOGN (2019)
 DQ7225
 DQ7225                         *CURRENT SURVEY CONTROL
 DQ7225  ______________________________________________________________________
 DQ7225* NAD 83(1986) POSITION- 44 25 10.45   (N) 092 59 26.18   (W)   HD_HELD1
 DQ7225* NAVD 88 ORTHO HEIGHT -   310.337 (meters)     1018.16  (feet) ADJUSTED
 DQ7225  ______________________________________________________________________
 DQ7225  GEOID HEIGHT    -        -29.005 (meters)                     GEOID18
 DQ7225  DYNAMIC HEIGHT  -        310.293 (meters)     1018.02  (feet) COMP
 DQ7225  MODELED GRAVITY -    980,468.0   (mgal)                       NAVD 88
 DQ7225
 DQ7225  VERT ORDER      -  SECOND    CLASS I
 DQ7225
 DQ7225.The horizontal coordinates were determined by differentially corrected
 DQ7225.hand held GPS observations or other comparable positioning techniques
 DQ7225.and have an estimated accuracy of +/- 3 meters.
 DQ7225
 DQ7225.The orthometric height was determined by differential leveling and
 DQ7225.adjusted by the NATIONAL GEODETIC SURVEY
 DQ7225.in May 2019.
 DQ7225
 DQ7225.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ7225.GEOID18 height accuracy estimate available here.
 DQ7225
 DQ7225.Click photographs - Photos may exist for this station.
 DQ7225
 DQ7225.The dynamic height is computed by dividing the NAVD 88
 DQ7225.geopotential number by the normal gravity value computed on the
 DQ7225.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ7225.degrees latitude (g = 980.6199 gals.).
 DQ7225
 DQ7225.The modeled gravity was interpolated from observed gravity values.
 DQ7225
 DQ7225;                    North         East    Units  Estimated Accuracy
 DQ7225;SPC MN S     -   258,226.4     880,378.8     MT  (+/- 3 meters HH1 GPS) 
 DQ7225
 DQ7225_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWK0074718475(NAD 83)
 DQ7225
 DQ7225                          SUPERSEDED SURVEY CONTROL
 DQ7225
 DQ7225.No superseded survey control is available for this station.
 DQ7225
 DQ7225_MARKER: F = FLANGE-ENCASED ROD
 DQ7225_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DQ7225_STAMPING: 2508 P 2016
 DQ7225_MARK LOGO: MNDT
 DQ7225_PROJECTION: RECESSED 5 CENTIMETERS
 DQ7225_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DQ7225_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ7225_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ7225+SATELLITE: SATELLITE OBSERVATIONS - August 25, 2023
 DQ7225_ROD/PIPE-DEPTH: 3.7 meters
 DQ7225
 DQ7225  HISTORY     - Date     Condition        Report By
 DQ7225  HISTORY     - 20161018 MONUMENTED       MNDT
 DQ7225  HISTORY     - 20230825 GOOD             MNDT
 DQ7225
 DQ7225                          STATION DESCRIPTION
 DQ7225
 DQ7225'DESCRIBED BY MN DEPT OF TRANSP 2016
 DQ7225'THE STATION IS LOCATED ABOUT 6.6 MI (10.6 KM) NORTHEAST OF NERSTRAND,
 DQ7225'3.2 MI (5.1 KM) WEST-NORTHWEST OF SOGN AND 2.6 MI (4.2 KM)
 DQ7225'EAST-NORTHEAST OF DENNISON.
 DQ7225'
 DQ7225'TO REACH THE MARK GO 1.05 MI (1.69 KM) NORTHWEST ALONG TRUNK HIGHWAY
 DQ7225'56 FROM THE JUNCTION OF TRUNK HIGHWAY 56 AND COUNTY ROAD 9 (JUNCTION
 DQ7225'IS 2.5 MI (4.0 KM) EAST OF DENNISON), AT TRUNK HIGHWAY 56 MILE POINT
 DQ7225'85.40.
 DQ7225'
 DQ7225'THE MARK IS LOCATED 45.5 FT (13.9 M) WEST-SOUTHWEST OF TRUNK HIGHWAY
 DQ7225'56, 26.5 FT (8.1 M) NORTH-NORTHEAST OF A DRIVEWAY NUMBER 36625, 1.5 FT
 DQ7225'(0.5 M) EAST-NORTHEAST OF A WITNESS POST.
 DQ7225'
 DQ7225'NOTE-THE STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM ROD
 DQ7225'DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION REMOVABLE DISK
 DQ7225'SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH PVC
 DQ7225'PIPE BACK FILLED WITH WASHED SAND.
 DQ7225
 DQ7225                          STATION RECOVERY (2023)
 DQ7225
 DQ7225'RECOVERY NOTE BY MN DEPT OF TRANSP 2023 (MJS)
 DQ7225'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DQ7223 ***********************************************************************
 DQ7223  DESIGNATION -  2508 Q
 DQ7223  PID         -  DQ7223
 DQ7223  STATE/COUNTY-  MN/GOODHUE
 DQ7223  COUNTRY     -  US
 DQ7223  USGS QUAD   -  SOGN (2019)
 DQ7223
 DQ7223                         *CURRENT SURVEY CONTROL
 DQ7223  ______________________________________________________________________
 DQ7223* NAD 83(1986) POSITION- 44 23 32.88   (N) 092 58 46.22   (W)   HD_HELD1
 DQ7223* NAVD 88 ORTHO HEIGHT -   340.436 (meters)     1116.91  (feet) ADJUSTED
 DQ7223  ______________________________________________________________________
 DQ7223  GEOID HEIGHT    -        -29.027 (meters)                     GEOID18
 DQ7223  DYNAMIC HEIGHT  -        340.387 (meters)     1116.75  (feet) COMP
 DQ7223  MODELED GRAVITY -    980,464.0   (mgal)                       NAVD 88
 DQ7223
 DQ7223  VERT ORDER      -  SECOND    CLASS I
 DQ7223
 DQ7223.The horizontal coordinates were determined by differentially corrected
 DQ7223.hand held GPS observations or other comparable positioning techniques
 DQ7223.and have an estimated accuracy of +/- 3 meters.
 DQ7223
 DQ7223.The orthometric height was determined by differential leveling and
 DQ7223.adjusted by the NATIONAL GEODETIC SURVEY
 DQ7223.in May 2019.
 DQ7223
 DQ7223.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ7223.GEOID18 height accuracy estimate available here.
 DQ7223
 DQ7223.Click photographs - Photos may exist for this station.
 DQ7223
 DQ7223.The dynamic height is computed by dividing the NAVD 88
 DQ7223.geopotential number by the normal gravity value computed on the
 DQ7223.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ7223.degrees latitude (g = 980.6199 gals.).
 DQ7223
 DQ7223.The modeled gravity was interpolated from observed gravity values.
 DQ7223
 DQ7223;                    North         East    Units  Estimated Accuracy
 DQ7223;SPC MN S     -   255,226.2     881,300.2     MT  (+/- 3 meters HH1 GPS) 
 DQ7223
 DQ7223_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWK0163215464(NAD 83)
 DQ7223
 DQ7223                          SUPERSEDED SURVEY CONTROL
 DQ7223
 DQ7223.No superseded survey control is available for this station.
 DQ7223
 DQ7223_MARKER: I = METAL ROD
 DQ7223_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DQ7223_STAMPING: 2508 Q 2016
 DQ7223_MARK LOGO: MNDT
 DQ7223_PROJECTION: RECESSED 5 CENTIMETERS
 DQ7223_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DQ7223_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ7223_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ7223+SATELLITE: SATELLITE OBSERVATIONS - August 25, 2023
 DQ7223_ROD/PIPE-DEPTH: 3.4 meters
 DQ7223
 DQ7223  HISTORY     - Date     Condition        Report By
 DQ7223  HISTORY     - 20161018 MONUMENTED       MNDT
 DQ7223  HISTORY     - 20200422 GOOD             MNDT
 DQ7223  HISTORY     - 20230825 GOOD             MNDT
 DQ7223
 DQ7223                          STATION DESCRIPTION
 DQ7223
 DQ7223'DESCRIBED BY MN DEPT OF TRANSP 2016
 DQ7223'THE STATION IS LOCATED ABOUT 5.6 MI (9.0 KM) NORTHEAST OF NERSTRAND,
 DQ7223'3.1 MI (5.0 KM) EAST-SOUTHEAST OF DENNISON AND 2.7 MI (4.3 KM)
 DQ7223'WEST-SOUTHWEST OF SOGN.
 DQ7223'
 DQ7223'TO REACH THE MARK GO 1.0 MI (1.6 KM) SOUTH ALONG TRUNK HIGHWAY 56 FROM
 DQ7223'THE JUNCTION OF TRUNK HIGHWAY 56 AND COUNTY ROAD 9 (JUNCTION IS 2.5 MI
 DQ7223'(4.0 KM) EAST OF DENNISON), AT TRUNK HIGHWAY 56 MILE POINT 83.40, 0.5
 DQ7223'MI (0.8 KM) NORTH OF SOGN VALLEY TRAIL.
 DQ7223'
 DQ7223'THE MARK IS LOCATED 56.0 FT (17.1 M) EAST OF TRUNK HIGHWAY 56, 31.2 FT
 DQ7223'(9.5 M) NORTH OF ENTRANCE, 1.5 FT (0.5 M) WEST OF A WITNESS POST.
 DQ7223'
 DQ7223'NOTE-THE STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM ROD
 DQ7223'DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION REMOVABLE DISK
 DQ7223'SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH PVC
 DQ7223'PIPE BACK FILLED WITH WASHED SAND.
 DQ7223
 DQ7223                          STATION RECOVERY (2020)
 DQ7223
 DQ7223'RECOVERY NOTE BY MN DEPT OF TRANSP 2020 (BJG)
 DQ7223'RECOVERED IN GOOD CONDITION.
 DQ7223
 DQ7223                          STATION RECOVERY (2023)
 DQ7223
 DQ7223'RECOVERY NOTE BY MN DEPT OF TRANSP 2023 (MJS)
 DQ7223'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DQ7222 ***********************************************************************
 DQ7222  DESIGNATION -  2508 R
 DQ7222  PID         -  DQ7222
 DQ7222  STATE/COUNTY-  MN/GOODHUE
 DQ7222  COUNTRY     -  US
 DQ7222  USGS QUAD   -  SOGN (2019)
 DQ7222
 DQ7222                         *CURRENT SURVEY CONTROL
 DQ7222  ______________________________________________________________________
 DQ7222* NAD 83(1986) POSITION- 44 22 39.19   (N) 092 58 46.03   (W)   HD_HELD1
 DQ7222* NAVD 88 ORTHO HEIGHT -   346.523 (meters)     1136.88  (feet) ADJUSTED
 DQ7222  ______________________________________________________________________
 DQ7222  GEOID HEIGHT    -        -29.018 (meters)                     GEOID18
 DQ7222  DYNAMIC HEIGHT  -        346.472 (meters)     1136.72  (feet) COMP
 DQ7222  MODELED GRAVITY -    980,462.7   (mgal)                       NAVD 88
 DQ7222
 DQ7222  VERT ORDER      -  SECOND    CLASS I
 DQ7222
 DQ7222.The horizontal coordinates were determined by differentially corrected
 DQ7222.hand held GPS observations or other comparable positioning techniques
 DQ7222.and have an estimated accuracy of +/- 3 meters.
 DQ7222
 DQ7222.The orthometric height was determined by differential leveling and
 DQ7222.adjusted by the NATIONAL GEODETIC SURVEY
 DQ7222.in May 2019.
 DQ7222
 DQ7222.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ7222.GEOID18 height accuracy estimate available here.
 DQ7222
 DQ7222.Click photographs - Photos may exist for this station.
 DQ7222
 DQ7222.The dynamic height is computed by dividing the NAVD 88
 DQ7222.geopotential number by the normal gravity value computed on the
 DQ7222.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ7222.degrees latitude (g = 980.6199 gals.).
 DQ7222
 DQ7222.The modeled gravity was interpolated from observed gravity values.
 DQ7222
 DQ7222;                    North         East    Units  Estimated Accuracy
 DQ7222;SPC MN S     -   253,569.3     881,325.1     MT  (+/- 3 meters HH1 GPS) 
 DQ7222
 DQ7222_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWK0163613808(NAD 83)
 DQ7222
 DQ7222                          SUPERSEDED SURVEY CONTROL
 DQ7222
 DQ7222.No superseded survey control is available for this station.
 DQ7222
 DQ7222_MARKER: F = FLANGE-ENCASED ROD
 DQ7222_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DQ7222_STAMPING: 2508 R 2016
 DQ7222_MARK LOGO: MNDT
 DQ7222_PROJECTION: RECESSED 5 CENTIMETERS
 DQ7222_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DQ7222_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ7222_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ7222+SATELLITE: SATELLITE OBSERVATIONS - August 25, 2023
 DQ7222_ROD/PIPE-DEPTH: 3.7 meters
 DQ7222
 DQ7222  HISTORY     - Date     Condition        Report By
 DQ7222  HISTORY     - 20161018 MONUMENTED       MNDT
 DQ7222  HISTORY     - 20230825 GOOD             MNDT
 DQ7222
 DQ7222                          STATION DESCRIPTION
 DQ7222
 DQ7222'DESCRIBED BY MN DEPT OF TRANSP 2016
 DQ7222'THE STATION IS LOCATED ABOUT 5.0 MI (8.0 KM) EAST-NORTHEAST OF
 DQ7222'NERSTRAND, 3.6 MI (5.8 KM) SOUTHEAST OF DENNISON AND 3.2 MI (5.1 KM)
 DQ7222'SOUTHWEST OF SOGN.
 DQ7222'
 DQ7222'TO REACH THE MARK GO 2.0 MI (3.2 KM) SOUTH ALONG TRUNK HIGHWAY 56 FROM
 DQ7222'THE JUNCTION OF TRUNK HIGHWAY 56 AND COUNTY ROAD 9 (JUNCTION IS 2.5 MI
 DQ7222'(4.0 KM) EAST OF DENNISON), AT TRUNK HIGHWAY 56 MILE POINT 82.30, 0.15
 DQ7222'MI (0.24 KM) NORTH OF COUNTY ROAD 49.
 DQ7222'
 DQ7222'THE MARK IS LOCATED 68.0 FT (20.7 M) EAST OF TRUNK HIGHWAY 56, 16.5 FT
 DQ7222'(5.0 M) NORTH OF A FIELD ENTRANCE, 5.0 FT (1.5 M) SOUTH OF A WITNESS
 DQ7222'POST.
 DQ7222'
 DQ7222'NOTE-THE STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM ROD
 DQ7222'DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION REMOVABLE DISK
 DQ7222'SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH PVC
 DQ7222'PIPE BACK FILLED WITH WASHED SAND.
 DQ7222
 DQ7222                          STATION RECOVERY (2023)
 DQ7222
 DQ7222'RECOVERY NOTE BY MN DEPT OF TRANSP 2023 (MJS)
 DQ7222'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DQ7218 ***********************************************************************
 DQ7218  DESIGNATION -  2508 S
 DQ7218  PID         -  DQ7218
 DQ7218  STATE/COUNTY-  MN/GOODHUE
 DQ7218  COUNTRY     -  US
 DQ7218  USGS QUAD   -  KENYON (2019)
 DQ7218
 DQ7218                         *CURRENT SURVEY CONTROL
 DQ7218  ______________________________________________________________________
 DQ7218* NAD 83(1986) POSITION- 44 20 28.78   (N) 092 58 47.31   (W)   HD_HELD1
 DQ7218* NAVD 88 ORTHO HEIGHT -   322.651 (meters)     1058.56  (feet) ADJUSTED
 DQ7218  ______________________________________________________________________
 DQ7218  GEOID HEIGHT    -        -28.995 (meters)                     GEOID18
 DQ7218  DYNAMIC HEIGHT  -        322.603 (meters)     1058.41  (feet) COMP
 DQ7218  MODELED GRAVITY -    980,459.4   (mgal)                       NAVD 88
 DQ7218
 DQ7218  VERT ORDER      -  SECOND    CLASS I
 DQ7218
 DQ7218.The horizontal coordinates were determined by differentially corrected
 DQ7218.hand held GPS observations or other comparable positioning techniques
 DQ7218.and have an estimated accuracy of +/- 3 meters.
 DQ7218
 DQ7218.The orthometric height was determined by differential leveling and
 DQ7218.adjusted by the NATIONAL GEODETIC SURVEY
 DQ7218.in May 2019.
 DQ7218
 DQ7218.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ7218.GEOID18 height accuracy estimate available here.
 DQ7218
 DQ7218.Click photographs - Photos may exist for this station.
 DQ7218
 DQ7218.The dynamic height is computed by dividing the NAVD 88
 DQ7218.geopotential number by the normal gravity value computed on the
 DQ7218.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ7218.degrees latitude (g = 980.6199 gals.).
 DQ7218
 DQ7218.The modeled gravity was interpolated from observed gravity values.
 DQ7218
 DQ7218;                    North         East    Units  Estimated Accuracy
 DQ7218;SPC MN S     -   249,544.2     881,347.0     MT  (+/- 3 meters HH1 GPS) 
 DQ7218
 DQ7218_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWK0160909784(NAD 83)
 DQ7218
 DQ7218                          SUPERSEDED SURVEY CONTROL
 DQ7218
 DQ7218.No superseded survey control is available for this station.
 DQ7218
 DQ7218_MARKER: F = FLANGE-ENCASED ROD
 DQ7218_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DQ7218_STAMPING: 2508 S 2016
 DQ7218_MARK LOGO: MNDT
 DQ7218_PROJECTION: RECESSED 5 CENTIMETERS
 DQ7218_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DQ7218_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ7218_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ7218+SATELLITE: SATELLITE OBSERVATIONS - August 21, 2023
 DQ7218_ROD/PIPE-DEPTH: 4.3 meters
 DQ7218
 DQ7218  HISTORY     - Date     Condition        Report By
 DQ7218  HISTORY     - 20161019 MONUMENTED       MNDT
 DQ7218  HISTORY     - 20230821 GOOD             MNDT
 DQ7218
 DQ7218                          STATION DESCRIPTION
 DQ7218
 DQ7218'DESCRIBED BY MN DEPT OF TRANSP 2016
 DQ7218'THE STATION IS LOCATED ABOUT 5.2 MI (8.4 KM) SOUTH-SOUTHWEST OF SOGN,
 DQ7218'4.8 MI (7.7 KM) NORTH OF KENYON AND 4.4 MI (7.1 KM) EAST OF NERSTRAND.
 DQ7218'TO REACH THE MARK GO 4.5 MI (7.2 KM) SOUTH ALONG TRUNK HIGHWAY 56 FROM
 DQ7218'THE JUNCTION OF TRUNK HIGHWAY 56 AND COUNTY ROAD 9 (JUNCTION IS 2.5 MI
 DQ7218'(4.0 KM) EAST OF DENNISON), AT TRUNK HIGHWAY 56 MILE POINT 79.80, 0.1
 DQ7218'MI (0.2 KM) SOUTH OF BRAATEN COURT.
 DQ7218'
 DQ7218'THE MARK IS LOCATED 31.5 FT (9.6 M) EAST OF TRUNK HIGHWAY 56, 139.0 FT
 DQ7218'(42.4 M) SOUTH OF THE SOUTHEAST CORNER OF BRIDGE RAILING, 1.5 FT (0.5
 DQ7218'M) SOUTH OF A WITNESS POST.
 DQ7218'
 DQ7218'NOTE-THE STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM ROD
 DQ7218'DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION REMOVABLE DISK
 DQ7218'SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH PVC
 DQ7218'PIPE BACK FILLED WITH WASHED SAND.
 DQ7218
 DQ7218                          STATION RECOVERY (2023)
 DQ7218
 DQ7218'RECOVERY NOTE BY MN DEPT OF TRANSP 2023 (MJS)
 DQ7218'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DQ7216 ***********************************************************************
 DQ7216  DESIGNATION -  2508 T
 DQ7216  PID         -  DQ7216
 DQ7216  STATE/COUNTY-  MN/GOODHUE
 DQ7216  COUNTRY     -  US
 DQ7216  USGS QUAD   -  KENYON (2019)
 DQ7216
 DQ7216                         *CURRENT SURVEY CONTROL
 DQ7216  ______________________________________________________________________
 DQ7216* NAD 83(1986) POSITION- 44 17 06.74   (N) 092 58 46.72   (W)   HD_HELD1
 DQ7216* NAVD 88 ORTHO HEIGHT -   344.567 (meters)     1130.47  (feet) ADJUSTED
 DQ7216  ______________________________________________________________________
 DQ7216  GEOID HEIGHT    -        -28.962 (meters)                     GEOID18
 DQ7216  DYNAMIC HEIGHT  -        344.514 (meters)     1130.29  (feet) COMP
 DQ7216  MODELED GRAVITY -    980,454.4   (mgal)                       NAVD 88
 DQ7216
 DQ7216  VERT ORDER      -  SECOND    CLASS I
 DQ7216
 DQ7216.The horizontal coordinates were determined by differentially corrected
 DQ7216.hand held GPS observations or other comparable positioning techniques
 DQ7216.and have an estimated accuracy of +/- 3 meters.
 DQ7216
 DQ7216.The orthometric height was determined by differential leveling and
 DQ7216.adjusted by the NATIONAL GEODETIC SURVEY
 DQ7216.in May 2019.
 DQ7216
 DQ7216.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ7216.GEOID18 height accuracy estimate available here.
 DQ7216
 DQ7216.Click photographs - Photos may exist for this station.
 DQ7216
 DQ7216.The dynamic height is computed by dividing the NAVD 88
 DQ7216.geopotential number by the normal gravity value computed on the
 DQ7216.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ7216.degrees latitude (g = 980.6199 gals.).
 DQ7216
 DQ7216.The modeled gravity was interpolated from observed gravity values.
 DQ7216
 DQ7216;                    North         East    Units  Estimated Accuracy
 DQ7216;SPC MN S     -   243,309.1     881,437.9     MT  (+/- 3 meters HH1 GPS) 
 DQ7216
 DQ7216_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWK0162403550(NAD 83)
 DQ7216
 DQ7216                          SUPERSEDED SURVEY CONTROL
 DQ7216
 DQ7216.No superseded survey control is available for this station.
 DQ7216
 DQ7216_MARKER: F = FLANGE-ENCASED ROD
 DQ7216_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DQ7216_STAMPING: 2508 T 2016
 DQ7216_MARK LOGO: MNDT
 DQ7216_PROJECTION: RECESSED 5 CENTIMETERS
 DQ7216_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DQ7216_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ7216_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ7216+SATELLITE: SATELLITE OBSERVATIONS - August 21, 2023
 DQ7216_ROD/PIPE-DEPTH: 4.3 meters
 DQ7216
 DQ7216  HISTORY     - Date     Condition        Report By
 DQ7216  HISTORY     - 20161019 MONUMENTED       MNDT
 DQ7216  HISTORY     - 20230821 GOOD             MNDT
 DQ7216
 DQ7216                          STATION DESCRIPTION
 DQ7216
 DQ7216'DESCRIBED BY MN DEPT OF TRANSP 2016
 DQ7216'THE STATION IS LOCATED ABOUT 7.3 MI (11.7 KM) NORTH-NORTHEAST OF
 DQ7216'MOLAND, 5.9 MI (9.5 KM) SOUTHEAST OF NERSTRAND AND 0.9 MI (1.4 KM)
 DQ7216'NORTH-NORTHEAST OF KENYON.
 DQ7216'
 DQ7216'TO REACH THE MARK GO 0.5 MI (0.8 KM) NORTH ALONG TRUNK HIGHWAY 56 FROM
 DQ7216'THE JUNCTION OF TRUNK HIGHWAY 56 AND TRUNK HIGHWAY 60 EAST IN KENYON,
 DQ7216'AT TRUNK HIGHWAY 56 MILE POINT 76.0.
 DQ7216'
 DQ7216'THE MARK IS LOCATED 58.1 FT (17.7 M) EAST OF TRUNK HIGHWAY 56, 26.0 FT
 DQ7216'(7.9 M) SOUTH OF A DRIVEWAY NUMBER 45892, 200.0 FT (61.0 M) SOUTHEAST
 DQ7216'OF MILEPOST 76, 1.5 FT (0.5 M) WEST OF A WITNESS POST.
 DQ7216'
 DQ7216'NOTE-THE STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM ROD
 DQ7216'DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION REMOVABLE DISK
 DQ7216'SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH PVC
 DQ7216'PIPE BACK FILLED WITH WASHED SAND.
 DQ7216
 DQ7216                          STATION RECOVERY (2023)
 DQ7216
 DQ7216'RECOVERY NOTE BY MN DEPT OF TRANSP 2023 (MJS)
 DQ7216'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 PP0266 ***********************************************************************
 PP0266  DESIGNATION -  2509 B
 PP0266  PID         -  PP0266
 PP0266  STATE/COUNTY-  MN/GOODHUE
 PP0266  COUNTRY     -  US
 PP0266  USGS QUAD   -  WANAMINGO (2019)
 PP0266
 PP0266                         *CURRENT SURVEY CONTROL
 PP0266  ______________________________________________________________________
 PP0266* NAD 83(1986) POSITION- 44 18 18.06   (N) 092 47 25.83   (W)   HD_HELD1
 PP0266* NAVD 88 ORTHO HEIGHT -   320.682 (meters)     1052.10  (feet) ADJUSTED
 PP0266  ______________________________________________________________________
 PP0266  GEOID HEIGHT    -        -29.651 (meters)                     GEOID18
 PP0266  DYNAMIC HEIGHT  -        320.626 (meters)     1051.92  (feet) COMP
 PP0266  MODELED GRAVITY -    980,435.4   (mgal)                       NAVD 88
 PP0266
 PP0266  VERT ORDER      -  SECOND    CLASS I
 PP0266
 PP0266.The horizontal coordinates were determined by differentially corrected
 PP0266.hand held GPS observations or other comparable positioning techniques
 PP0266.and have an estimated accuracy of +/- 3 meters.
 PP0266
 PP0266.The orthometric height was determined by differential leveling and
 PP0266.adjusted by the NATIONAL GEODETIC SURVEY
 PP0266.in May 2019.
 PP0266
 PP0266.Significant digits in the geoid height do not necessarily reflect accuracy.
 PP0266.GEOID18 height accuracy estimate available here.
 PP0266
 PP0266.Click photographs - Photos may exist for this station.
 PP0266
 PP0266.The dynamic height is computed by dividing the NAVD 88
 PP0266.geopotential number by the normal gravity value computed on the
 PP0266.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP0266.degrees latitude (g = 980.6199 gals.).
 PP0266
 PP0266.The modeled gravity was interpolated from observed gravity values.
 PP0266
 PP0266;                    North         East    Units  Estimated Accuracy
 PP0266;SPC MN S     -   245,716.0     896,499.9     MT  (+/- 3 meters HH1 GPS) 
 PP0266
 PP0266_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWK1670905772(NAD 83)
 PP0266
 PP0266                          SUPERSEDED SURVEY CONTROL
 PP0266
 PP0266  NAVD 88 (10/19/10)  320.694  (m)         1052.14   (f) SUPERSEDED  2 1
 PP0266  NAVD 88 (06/15/91)  320.691  (m)         1052.13   (f) SUPERSEDED  2 0
 PP0266  NGVD 29 (??/??/92)  320.651  (m)         1052.00   (f) ADJ UNCH    2 0
 PP0266
 PP0266.Superseded values are not recommended for survey control.
 PP0266
 PP0266.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PP0266.See file dsdata.pdf to determine how the superseded data were derived.
 PP0266
 PP0266_MARKER: DB = BENCH MARK DISK
 PP0266_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 PP0266_SP_SET: STEP
 PP0266_STAMPING: 2509 B 1972
 PP0266_MARK LOGO: MNHD
 PP0266_MAGNETIC: N = NO MAGNETIC MATERIAL
 PP0266_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PP0266_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 PP0266+SATELLITE: SATELLITE OBSERVATIONS - November 01, 2016
 PP0266
 PP0266  HISTORY     - Date     Condition        Report By
 PP0266  HISTORY     - 1972     MONUMENTED       MNHD
 PP0266  HISTORY     - 20051205 GOOD             MNDT
 PP0266  HISTORY     - 20090615 GOOD             MNDT
 PP0266  HISTORY     - 20161101 GOOD             MNDT
 PP0266
 PP0266                          STATION DESCRIPTION
 PP0266
 PP0266'DESCRIBED BY MN HIGHWAY DEPT 1972
 PP0266'IN WANAMINGO.
 PP0266'MARK IS LOCATED 0.5 MILES NORTH ALONG T.H. 57 FROM THE JUNCTION OF
 PP0266'T.H. 57 AND T.H. 60, AT THE NORTHWEST CORNER OF A 1 STORY BRICK
 PP0266'BUILDING (WANAMINGO LUMBER COMPANY), 0.25 MILES SOUTH OF THE NORTH
 PP0266'FORK OF THE ZUMBRO RIVER, IN THE CONCRETE LOADING PLATFORM AT THE
 PP0266'NORTHWEST CORNER OF THE BUILDING, 28.5 FEET EAST-NORTHEAST OF A FIRE
 PP0266'HYDRANT, 4 FEET SOUTH OF THE NORTH END OF THE PLATFORM, 1 FOOT WEST OF
 PP0266'THE FACE OF THE BUILDING AND ABOUT 2 FEET HIGHER THAN T.H. 57.  NW 1/4
 PP0266'SECTION 30, T 110N, R 16W.
 PP0266
 PP0266                          STATION RECOVERY (2005)
 PP0266
 PP0266'RECOVERY NOTE BY MN DEPT OF TRANSP 2005 (MPP)
 PP0266'IN WANAMINGO, 0.5 MILES NORTH OF JUNCTION OF TRUNK HIGHWAY 57 AND
 PP0266'TRUNK HIGHWAY 60, AT TRUNK HIGHWAY 57 MILEPOINT 20.00, IN LOADING
 PP0266'PLATFORM AT NORTHWEST CORNER OF BRICK LUMBER COUNTY BUILDING, 0.25
 PP0266'MILES SOUTH OF NORTH FORK OF ZUMBRO RIVER, 68.0 FEET EAST OF TRUNK
 PP0266'HIGHWAY 57, 28.5 FEET EAST-NORTHEAST OF HYDRANT, 24.5 FEET SOUTH OF
 PP0266'WEST RAILWAY STREET, 5 FEET SOUTH OF NORTH END OF LOADING PLATFORM,
 PP0266'1.0 FEET WEST OF BUILDING.
 PP0266
 PP0266                          STATION RECOVERY (2009)
 PP0266
 PP0266'RECOVERY NOTE BY MN DEPT OF TRANSP 2009 (PL)
 PP0266'RECOVERED AS DESCRIBED.
 PP0266
 PP0266                          STATION RECOVERY (2016)
 PP0266
 PP0266'RECOVERY NOTE BY MN DEPT OF TRANSP 2016 (MPP)
 PP0266'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 PP0262 ***********************************************************************
 PP0262  DESIGNATION -  2509 E
 PP0262  PID         -  PP0262
 PP0262  STATE/COUNTY-  MN/GOODHUE
 PP0262  COUNTRY     -  US
 PP0262  USGS QUAD   -  WANAMINGO (2019)
 PP0262
 PP0262                         *CURRENT SURVEY CONTROL
 PP0262  ______________________________________________________________________
 PP0262* NAD 83(1986) POSITION- 44 19 21.16   (N) 092 47 25.77   (W)   HD_HELD1
 PP0262* NAVD 88 ORTHO HEIGHT -   339.573 (meters)     1114.08  (feet) ADJUSTED
 PP0262  ______________________________________________________________________
 PP0262  GEOID HEIGHT    -        -29.659 (meters)                     GEOID18
 PP0262  DYNAMIC HEIGHT  -        339.513 (meters)     1113.89  (feet) COMP
 PP0262  MODELED GRAVITY -    980,432.4   (mgal)                       NAVD 88
 PP0262
 PP0262  VERT ORDER      -  SECOND    CLASS I
 PP0262
 PP0262.The horizontal coordinates were determined by differentially corrected
 PP0262.hand held GPS observations or other comparable positioning techniques
 PP0262.and have an estimated accuracy of +/- 3 meters.
 PP0262
 PP0262.The orthometric height was determined by differential leveling and
 PP0262.adjusted by the NATIONAL GEODETIC SURVEY
 PP0262.in May 2019.
 PP0262
 PP0262.Significant digits in the geoid height do not necessarily reflect accuracy.
 PP0262.GEOID18 height accuracy estimate available here.
 PP0262
 PP0262.Click photographs - Photos may exist for this station.
 PP0262
 PP0262.The dynamic height is computed by dividing the NAVD 88
 PP0262.geopotential number by the normal gravity value computed on the
 PP0262.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP0262.degrees latitude (g = 980.6199 gals.).
 PP0262
 PP0262.The modeled gravity was interpolated from observed gravity values.
 PP0262
 PP0262;                    North         East    Units  Estimated Accuracy
 PP0262;SPC MN S     -   247,663.3     896,472.4     MT  (+/- 3 meters HH1 GPS) 
 PP0262
 PP0262_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWK1670507719(NAD 83)
 PP0262
 PP0262                          SUPERSEDED SURVEY CONTROL
 PP0262
 PP0262  NAVD 88 (06/15/91)  339.585  (m)         1114.12   (f) SUPERSEDED  2 0
 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
 PP0262.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PP0262.See file dsdata.pdf to determine how the superseded data were derived.
 PP0262
 PP0262_MARKER: DB = BENCH MARK DISK
 PP0262_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 PP0262_SP_SET: BOX CULVERT
 PP0262_STAMPING: 2509 E 1972
 PP0262_MARK LOGO: MNHD
 PP0262_MAGNETIC: N = NO MAGNETIC MATERIAL
 PP0262_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PP0262+STABILITY: SURFACE MOTION
 PP0262_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 PP0262+SATELLITE: SATELLITE OBSERVATIONS - November 01, 2016
 PP0262
 PP0262  HISTORY     - Date     Condition        Report By
 PP0262  HISTORY     - 1972     MONUMENTED       MNDT
 PP0262  HISTORY     - 20090804 GOOD             MNDT
 PP0262  HISTORY     - 20161101 GOOD             MNDT
 PP0262
 PP0262                          STATION DESCRIPTION
 PP0262
 PP0262'DESCRIBED BY MN DEPT OF TRANSP 1972
 PP0262'1.6 MI N FROM WANAMINGO.
 PP0262'MARK IS LOCATED 1.6 MILES NORTH ALONG T. H. 57 FROM THE JUNCTION OF
 PP0262'T.H. 57 AND T.H. 60 IN WANAMINGO, 0.25 MILES SOUTH OF COUNTY ROAD 50,
 PP0262'104 FEET NORTH OF A FARM ENTRANCE, 65 FEET NORTHWEST OF A POWER POLE,
 PP0262'IN THE SOUTHEAST CORNER OF A BOX CULVERT UNDER T.H. 57 AT MILE POINT
 PP0262'21.3, AND 23 FEET EAST OF AND 2 FEET LOWER THAN THE CENTERLINE OF T.H.
 PP0262'57.  NE 1/4 SECTION 19, T 110N, R 16W.
 PP0262
 PP0262                          STATION RECOVERY (2009)
 PP0262
 PP0262'RECOVERY NOTE BY MN DEPT OF TRANSP 2009 (WEF)
 PP0262'RECOVERED AS DESCRIBED.
 PP0262
 PP0262                          STATION RECOVERY (2016)
 PP0262
 PP0262'RECOVERY NOTE BY MN DEPT OF TRANSP 2016 (MPP)
 PP0262'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 PP0261 ***********************************************************************
 PP0261  DESIGNATION -  2509 F
 PP0261  PID         -  PP0261
 PP0261  STATE/COUNTY-  MN/GOODHUE
 PP0261  COUNTRY     -  US
 PP0261  USGS QUAD   -  WANAMINGO (2019)
 PP0261
 PP0261                         *CURRENT SURVEY CONTROL
 PP0261  ______________________________________________________________________
 PP0261* NAD 83(1986) POSITION- 44 19 42.00   (N) 092 47 29.58   (W)   HD_HELD1
 PP0261* NAVD 88 ORTHO HEIGHT -   345.382 (meters)     1133.14  (feet) ADJUSTED
 PP0261  ______________________________________________________________________
 PP0261  GEOID HEIGHT    -        -29.657 (meters)                     GEOID18
 PP0261  DYNAMIC HEIGHT  -        345.320 (meters)     1132.94  (feet) COMP
 PP0261  MODELED GRAVITY -    980,431.6   (mgal)                       NAVD 88
 PP0261
 PP0261  VERT ORDER      -  SECOND    CLASS I
 PP0261
 PP0261.The horizontal coordinates were determined by differentially corrected
 PP0261.hand held GPS observations or other comparable positioning techniques
 PP0261.and have an estimated accuracy of +/- 3 meters.
 PP0261
 PP0261.The orthometric height was determined by differential leveling and
 PP0261.adjusted by the NATIONAL GEODETIC SURVEY
 PP0261.in May 2019.
 PP0261
 PP0261.Significant digits in the geoid height do not necessarily reflect accuracy.
 PP0261.GEOID18 height accuracy estimate available here.
 PP0261
 PP0261.Click photographs - Photos may exist for this station.
 PP0261
 PP0261.The dynamic height is computed by dividing the NAVD 88
 PP0261.geopotential number by the normal gravity value computed on the
 PP0261.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP0261.degrees latitude (g = 980.6199 gals.).
 PP0261
 PP0261.The modeled gravity was interpolated from observed gravity values.
 PP0261
 PP0261;                    North         East    Units  Estimated Accuracy
 PP0261;SPC MN S     -   248,305.2     896,378.5     MT  (+/- 3 meters HH1 GPS) 
 PP0261
 PP0261_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWK1661908362(NAD 83)
 PP0261
 PP0261                          SUPERSEDED SURVEY CONTROL
 PP0261
 PP0261  NAVD 88 (06/15/91)  345.388  (m)         1133.16   (f) SUPERSEDED  2 0
 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
 PP0261.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PP0261.See file dsdata.pdf to determine how the superseded data were derived.
 PP0261
 PP0261_MARKER: DB = BENCH MARK DISK
 PP0261_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 PP0261_SP_SET: BOX CULVERT
 PP0261_STAMPING: 2509 F 1972
 PP0261_MARK LOGO: MNHD
 PP0261_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 PP0261_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PP0261+STABILITY: SURFACE MOTION
 PP0261_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 PP0261+SATELLITE: SATELLITE OBSERVATIONS - November 01, 2016
 PP0261
 PP0261  HISTORY     - Date     Condition        Report By
 PP0261  HISTORY     - 19720401 MONUMENTED       MNHD
 PP0261  HISTORY     - 20090804 GOOD             MNDT
 PP0261  HISTORY     - 20161101 GOOD             MNDT
 PP0261
 PP0261                          STATION DESCRIPTION
 PP0261
 PP0261'DESCRIBED BY MN HIGHWAY DEPT 1972
 PP0261'2.1 MI N FROM WANAMINGO.
 PP0261'MARK IS LOCATED 2.1 MILES NORTH ALONG T.H. 57 FROM THE JUNCTION OF
 PP0261'T.H. 57 AND T.H. 60 IN WANAMINGO, 0.1 MILE NORTHWEST OF COUNTY ROAD
 PP0261'50, IN THE SOUTHEAST CORNER OF A BOX CULVERT UNDER T.H. 50 AT MILE
 PP0261'POINT 21.75, 26 FEET SOUTHEAST OF THE EAST END OF A CATTLE PASS, AND
 PP0261'37 FEET EAST AND 5 FEET LOWER THAN THE CENTERLINE OF T.H. 57.  SE 1/4
 PP0261'SECTION 13, T 110N, R 17W.
 PP0261
 PP0261                          STATION RECOVERY (2009)
 PP0261
 PP0261'RECOVERY NOTE BY MN DEPT OF TRANSP 2009 (WEF)
 PP0261'2.1 MILES NORTH FROM WANAMINGO, 2.1 MILES NORTH ALONG TRUNK HIGHWAY 57
 PP0261'FROM JUNCTION OF TRUNK HIGHWAY 57 AND TRUNK HIGHWAY 60 AT WANAMINGO,
 PP0261'AT TRUNK HIGHWAY 57 MILE POINT 21.6, 37 FEET EAST OF TRUNK HIGHWAY 57,
 PP0261'0.1 MILE NORTHWEST OF COUNTY ROAD 50, IN SOUTHEAST CORNER OF TRUNK
 PP0261'HIGHWAY 57 BOX CULVERT.
 PP0261
 PP0261                          STATION RECOVERY (2016)
 PP0261
 PP0261'RECOVERY NOTE BY MN DEPT OF TRANSP 2016 (MPP)
 PP0261'THE MARK IS LOCATED ABOUT 2.1 MI (3.4 KM) NORTH FROM WANAMINGO.
 PP0261'
 PP0261'TO REACH THE MARK GO 2.1 MI (3.4 KM) NORTH ALONG TRUNK HIGHWAY 57 FROM
 PP0261'THE JUNCTION OF TRUNK HIGHWAY 57 AND TRUNK HIGHWAY 60 AT WANAMINGO, AT
 PP0261'TRUNK HIGHWAY 57 MILE POINT 21.6.
 PP0261'
 PP0261'THE MARK IS LOCATED 37.0 FT (11.3 M) EAST OF TRUNK HIGHWAY 57, 0.1 MI
 PP0261'(0.2 KM) NORTHWEST OF COUNTY ROAD 50, IN SOUTHEAST CORNER OF TRUNK
 PP0261'HIGHWAY 57 BOX CULVERT.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 PP0259 ***********************************************************************
 PP0259  DESIGNATION -  2509 H
 PP0259  PID         -  PP0259
 PP0259  STATE/COUNTY-  MN/GOODHUE
 PP0259  COUNTRY     -  US
 PP0259  USGS QUAD   -  WANAMINGO (2019)
 PP0259
 PP0259                         *CURRENT SURVEY CONTROL
 PP0259  ______________________________________________________________________
 PP0259* NAD 83(2011) POSITION- 44 20 28.26381(N) 092 48 00.88455(W)   ADJUSTED
 PP0259* NAD 83(2011) ELLIP HT-   339.819 (meters)        (06/27/12)   ADJUSTED
 PP0259* NAD 83(2011) EPOCH   -  2010.00
 PP0259* NAVD 88 ORTHO HEIGHT -   369.447 (meters)     1212.09  (feet) ADJUSTED
 PP0259  ______________________________________________________________________
 PP0259  GEOID HEIGHT    -        -29.634 (meters)                     GEOID18
 PP0259  NAD 83(2011) X  -   -223,228.982 (meters)                     COMP
 PP0259  NAD 83(2011) Y  - -4,563,847.149 (meters)                     COMP
 PP0259  NAD 83(2011) Z  -  4,435,521.369 (meters)                     COMP
 PP0259  LAPLACE CORR    -         -8.31  (seconds)                    DEFLEC18
 PP0259  DYNAMIC HEIGHT  -        369.382 (meters)     1211.88  (feet) COMP
 PP0259  MODELED GRAVITY -    980,432.2   (mgal)                       NAVD 88
 PP0259
 PP0259  VERT ORDER      -  SECOND    CLASS I
 PP0259
 PP0259  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 PP0259  Standards:
 PP0259         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 PP0259            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 PP0259  -------------------------------------------------------------------
 PP0259  NETWORK    0.60   0.67           0.28   0.20   0.34     -0.09225787
 PP0259  -------------------------------------------------------------------
 PP0259  Click here for local accuracies and other accuracy information.
 PP0259
 PP0259.The horizontal coordinates were established by GPS observations
 PP0259.and adjusted by the National Geodetic Survey in June 2012.
 PP0259
 PP0259.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 PP0259.been affixed to the stable North American tectonic plate. See 
 PP0259.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 PP0259
 PP0259.The horizontal coordinates are valid at the epoch date displayed above
 PP0259.which is a decimal equivalence of Year/Month/Day.
 PP0259
 PP0259.The orthometric height was determined by differential leveling and
 PP0259.adjusted by the NATIONAL GEODETIC SURVEY
 PP0259.in May 2019.
 PP0259
 PP0259.Significant digits in the geoid height do not necessarily reflect accuracy.
 PP0259.GEOID18 height accuracy estimate available here.
 PP0259
 PP0259.Click photographs - Photos may exist for this station.
 PP0259
 PP0259.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 PP0259
 PP0259.The Laplace correction was computed from DEFLEC18 derived deflections.
 PP0259
 PP0259.The ellipsoidal height was determined by GPS observations
 PP0259.and is referenced to NAD 83.
 PP0259
 PP0259.The dynamic height is computed by dividing the NAVD 88
 PP0259.geopotential number by the normal gravity value computed on the
 PP0259.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP0259.degrees latitude (g = 980.6199 gals.).
 PP0259
 PP0259.The modeled gravity was interpolated from observed gravity values.
 PP0259
 PP0259. The following values were computed from the NAD 83(2011) position.
 PP0259
 PP0259;                    North         East     Units Scale Factor Converg.
 PP0259;SPC MN S     -   249,722.705   895,664.058   MT  0.99992594   +0 50 27.4
 PP0259;SPC MN S     -   819,298.57  2,938,524.50   sFT  0.99992594   +0 50 27.4
 PP0259;UTM  15      - 4,909,787.976   515,923.064   MT  0.99960312   +0 08 22.6
 PP0259
 PP0259!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PP0259!SPC MN S     -   0.99994672  x   0.99992594  =   0.99987266
 PP0259!UTM  15      -   0.99994672  x   0.99960312  =   0.99954986
 PP0259
 PP0259:                Primary Azimuth Mark                     Grid Az
 PP0259:SPC MN S     -  2509 K                                   357 34 55.1
 PP0259:UTM  15      -  2509 K                                   358 16 59.9
 PP0259
 PP0259_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWK1592309787(NAD 83)
 PP0259
 PP0259|---------------------------------------------------------------------|
 PP0259| PID    Reference Object                     Distance      Geod. Az  |
 PP0259|                                                           dddmmss.s |
 PP0259| PP0257 2509 K                              APPROX. 1.8 KM 3582522.5 |
 PP0259|---------------------------------------------------------------------|
 PP0259
 PP0259                          SUPERSEDED SURVEY CONTROL
 PP0259
 PP0259  NAD 83(2007)-  44 20 28.26389(N)    092 48 00.88543(W) AD(2002.00) 0
 PP0259  ELLIP H (02/10/07)  339.839  (m)                       GP(2002.00)    
 PP0259  NAD 83(1996)-  44 20 28.26344(N)    092 48 00.88469(W) AD(       ) 1
 PP0259  ELLIP H (11/05/04)  339.880  (m)                       GP(       ) 4 1
 PP0259  NAVD 88             369.46   (m)         1212.1    (f) LEVELING    3  
 PP0259  NAVD 88 (06/15/91)  369.456  (m)         1212.12   (f) SUPERSEDED  2 0
 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
 PP0259.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PP0259.See file dsdata.pdf to determine how the superseded data were derived.
 PP0259
 PP0259_MARKER: DB = BENCH MARK DISK
 PP0259_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 PP0259+WITH SETTING: INFORMATION.
 PP0259_SP_SET: METAL PIPE DRIVEN INTO GROUND
 PP0259_STAMPING: 2509 H 1972
 PP0259_MARK LOGO: MNHD
 PP0259_PROJECTION: RECESSED 10 CENTIMETERS
 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 27, 2020
 PP0259
 PP0259  HISTORY     - Date     Condition        Report By
 PP0259  HISTORY     - 19720401 MONUMENTED       MNHD
 PP0259  HISTORY     - 20040414 GOOD             MNDT
 PP0259  HISTORY     - 20090804 GOOD             MNDT
 PP0259  HISTORY     - 20161101 GOOD             MNDT
 PP0259  HISTORY     - 20200427 GOOD             MNDT
 PP0259
 PP0259                          STATION DESCRIPTION
 PP0259
 PP0259'DESCRIBED BY MN HIGHWAY DEPT 1972
 PP0259'1.6 MI S FROM HADER.
 PP0259'MARK IS LOCATED 1.6 MILES SOUTH ALONG T.H. 57 FROM THE JUNCTION OF
 PP0259'T.H. 57 AND T.H. 52 IN HADER, 0.5 MILES SOUTH OF A ROAD CROSSING, 0.5
 PP0259'MILES NORTH OF A ROAD CROSSING, 70 FEET EAST OF THE CENTERLINE OF T.H.
 PP0259'57, 121 FEET SOUTH OF A POWER POLE, 1 FOOT WEST OF A WOODEN POST, 0.6
 PP0259'FEET WEST OF A STEEL WITNESS POST, FASTENED TO THE TOP OF A 10 FOOT
 PP0259'STEEL POST DRIVEN INTO THE GROUND AND FLUSH.  SE 1/4 SECTION 12, T
 PP0259'110N, R 17W.
 PP0259
 PP0259                          STATION RECOVERY (2004)
 PP0259
 PP0259'RECOVERY NOTE BY MN DEPT OF TRANSP 2004 (MJS)
 PP0259'1.6 MILES SOUTH OF JUNCTION OF TRUNK HIGHWAY 57 AND TRUNK HIGHWAY 52
 PP0259'AT HADER, 0.5 MILES SOUTH OF CROSSROAD, 70 FEET EAST OF TRUNK HIGHWAY
 PP0259'57, 121 FEET SOUTH OF POWER POLE, 1 FEET WEST OF WOOD POST, 0.6 FEET
 PP0259'WEST OF WITNESS POST
 PP0259
 PP0259                          STATION RECOVERY (2009)
 PP0259
 PP0259'RECOVERY NOTE BY MN DEPT OF TRANSP 2009 (WEF)
 PP0259'RECOVERED AS DESCRIBED.
 PP0259
 PP0259                          STATION RECOVERY (2016)
 PP0259
 PP0259'RECOVERY NOTE BY MN DEPT OF TRANSP 2016 (MPP)
 PP0259'THE MARK IS LOCATED ABOUT 1.6 MI (2.6 KM) SOUTH FROM HADER.
 PP0259'
 PP0259'TO REACH THE MARK GO 1.6 MI (2.6 KM) SOUTH ALONG TRUNK HIGHWAY 57 FROM
 PP0259'THE JUNCTION OF TRUNK HIGHWAY 57 AND TRUNK HIGHWAY 52 IN HADER, AT
 PP0259'TRUNK HIGHWAY 57 MILE POINT 22.8, 0.5 MI (0.8 KM) SOUTH OF CROSSROAD.
 PP0259'
 PP0259'THE MARK IS LOCATED 70.0 FT (21.3 M) EAST OF TRUNK HIGHWAY 57, 121.0
 PP0259'FT (36.9 M) SOUTH OF A POWER POLE, 1.0 FT (0.3 M) WEST OF WOODEN POST,
 PP0259'0.6 FT (18 CM) WEST OF A WITNESS POST.
 PP0259
 PP0259                          STATION RECOVERY (2020)
 PP0259
 PP0259'RECOVERY NOTE BY MN DEPT OF TRANSP 2020 (BJG)
 PP0259'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 PP0258 ***********************************************************************
 PP0258  DESIGNATION -  2509 J
 PP0258  PID         -  PP0258
 PP0258  STATE/COUNTY-  MN/GOODHUE
 PP0258  COUNTRY     -  US
 PP0258  USGS QUAD   -  WANAMINGO (2019)
 PP0258
 PP0258                         *CURRENT SURVEY CONTROL
 PP0258  ______________________________________________________________________
 PP0258* NAD 83(2011) POSITION- 44 20 53.99879(N) 092 48 02.82991(W)   ADJUSTED
 PP0258* NAD 83(2011) ELLIP HT-   340.916 (meters)        (06/27/12)   ADJUSTED
 PP0258* NAD 83(2011) EPOCH   -  2010.00
 PP0258* NAVD 88 ORTHO HEIGHT -   370.541 (meters)     1215.68  (feet) ADJUSTED
 PP0258  ______________________________________________________________________
 PP0258  GEOID HEIGHT    -        -29.636 (meters)                     GEOID18
 PP0258  NAD 83(2011) X  -   -223,244.932 (meters)                     COMP
 PP0258  NAD 83(2011) Y  - -4,563,291.233 (meters)                     COMP
 PP0258  NAD 83(2011) Z  -  4,436,090.240 (meters)                     COMP
 PP0258  LAPLACE CORR    -         -8.27  (seconds)                    DEFLEC18
 PP0258  DYNAMIC HEIGHT  -        370.475 (meters)     1215.47  (feet) COMP
 PP0258  MODELED GRAVITY -    980,432.1   (mgal)                       NAVD 88
 PP0258
 PP0258  VERT ORDER      -  SECOND    CLASS I
 PP0258
 PP0258  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 PP0258  Standards:
 PP0258         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 PP0258            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 PP0258  -------------------------------------------------------------------
 PP0258  NETWORK    1.01   1.06           0.46   0.35   0.54     -0.01429022
 PP0258  -------------------------------------------------------------------
 PP0258  Click here for local accuracies and other accuracy information.
 PP0258
 PP0258.The horizontal coordinates were established by GPS observations
 PP0258.and adjusted by the National Geodetic Survey in June 2012.
 PP0258
 PP0258.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 PP0258.been affixed to the stable North American tectonic plate. See 
 PP0258.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 PP0258
 PP0258.The horizontal coordinates are valid at the epoch date displayed above
 PP0258.which is a decimal equivalence of Year/Month/Day.
 PP0258
 PP0258.The orthometric height was determined by differential leveling and
 PP0258.adjusted by the NATIONAL GEODETIC SURVEY
 PP0258.in May 2019.
 PP0258
 PP0258.Significant digits in the geoid height do not necessarily reflect accuracy.
 PP0258.GEOID18 height accuracy estimate available here.
 PP0258
 PP0258.Click photographs - Photos may exist for this station.
 PP0258
 PP0258.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 PP0258
 PP0258.The Laplace correction was computed from DEFLEC18 derived deflections.
 PP0258
 PP0258.The ellipsoidal height was determined by GPS observations
 PP0258.and is referenced to NAD 83.
 PP0258
 PP0258.The dynamic height is computed by dividing the NAVD 88
 PP0258.geopotential number by the normal gravity value computed on the
 PP0258.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP0258.degrees latitude (g = 980.6199 gals.).
 PP0258
 PP0258.The modeled gravity was interpolated from observed gravity values.
 PP0258
 PP0258. The following values were computed from the NAD 83(2011) position.
 PP0258
 PP0258;                    North         East     Units Scale Factor Converg.
 PP0258;SPC MN S     -   250,516.274   895,609.321   MT  0.99992560   +0 50 26.0
 PP0258;SPC MN S     -   821,902.14  2,938,344.91   sFT  0.99992560   +0 50 26.0
 PP0258;UTM  15      - 4,910,581.899   515,878.059   MT  0.99960310   +0 08 21.3
 PP0258
 PP0258!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PP0258!SPC MN S     -   0.99994655  x   0.99992560  =   0.99987215
 PP0258!UTM  15      -   0.99994655  x   0.99960310  =   0.99954967
 PP0258
 PP0258:                Primary Azimuth Mark                     Grid Az
 PP0258:SPC MN S     -  2509 K                                   358 49 33.0
 PP0258:UTM  15      -  2509 K                                   359 31 37.7
 PP0258
 PP0258_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWK1587810581(NAD 83)
 PP0258
 PP0258|---------------------------------------------------------------------|
 PP0258| PID    Reference Object                     Distance      Geod. Az  |
 PP0258|                                                           dddmmss.s |
 PP0258| PP0257 2509 K                              APPROX. 1.0 KM 3593959.0 |
 PP0258|---------------------------------------------------------------------|
 PP0258
 PP0258                          SUPERSEDED SURVEY CONTROL
 PP0258
 PP0258  NAD 83(2007)-  44 20 53.99889(N)    092 48 02.83079(W) AD(2002.00) 0
 PP0258  ELLIP H (02/10/07)  340.937  (m)                       GP(2002.00)    
 PP0258  NAD 83(1996)-  44 20 53.99847(N)    092 48 02.83007(W) AD(       ) 1
 PP0258  ELLIP H (11/24/04)  340.976  (m)                       GP(       ) 4 1
 PP0258  NAVD 88             370.55   (m)         1215.7    (f) LEVELING    3  
 PP0258  NAVD 88 (06/15/91)  370.547  (m)         1215.70   (f) SUPERSEDED  2 0
 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
 PP0258.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PP0258.See file dsdata.pdf to determine how the superseded data were derived.
 PP0258
 PP0258_MARKER: DB = BENCH MARK DISK
 PP0258_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 PP0258+WITH SETTING: INFORMATION.
 PP0258_SP_SET: IRON ROD
 PP0258_STAMPING: 2509 J 1972
 PP0258_MARK LOGO: MNHD
 PP0258_PROJECTION: RECESSED 10 CENTIMETERS
 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 - November 01, 2016
 PP0258
 PP0258  HISTORY     - Date     Condition        Report By
 PP0258  HISTORY     - 1972     MONUMENTED       MNDT
 PP0258  HISTORY     - 20040610 GOOD             MNDT
 PP0258  HISTORY     - 20090804 GOOD             MNDT
 PP0258  HISTORY     - 20161101 GOOD             MNDT
 PP0258
 PP0258                          STATION DESCRIPTION
 PP0258
 PP0258'DESCRIBED BY MN DEPT OF TRANSP 1972
 PP0258'1.2 MI S FROM HADER.
 PP0258'MARK IS LOCATED 1.2 MILES SOUTH ALONG T.H. 57 FROM THE JUNCTION OF
 PP0258'T.H. 57 AND T.H. 52 IN HADER, 74 FEET WEST OF THE CENTERLINE OF T.H.
 PP0258'57, 28 FEET SOUTH OF THE CENTERLINE OF AN EAST-WEST TOWNSHIP ROAD, 3
 PP0258'FEET EAST OF A POWER POLE, 1 FOOT EAST OF A STEEL WITNESS POST,
 PP0258'FASTENED TO THE TOP OF A 10 FOOT STEEL POST DRIVEN FLUSH WITH THE
 PP0258'GROUND.  SW 1/4 SECTION 12, T 110N, R 17W.
 PP0258
 PP0258                          STATION RECOVERY (2004)
 PP0258
 PP0258'RECOVERY NOTE BY MN DEPT OF TRANSP 2004 (KNB)
 PP0258'1.2 MILES SOUTH FROM HADER, 1.2 MILES SOUTH OF JUNCTION OF TRUNK
 PP0258'HIGHWAY 57 AND TRUNK HIGHWAY 52 AT HADER, 74 FEET WEST OF TRUNK
 PP0258'HIGHWAY 57, 28 FEET SOUTH OF TOWNSHIP ROAD (415TH STREET), 3 FEET EAST
 PP0258'OF POWER POLE, 1.0 FEET EAST OF WITNESS POST
 PP0258
 PP0258                          STATION RECOVERY (2009)
 PP0258
 PP0258'RECOVERY NOTE BY MN DEPT OF TRANSP 2009 (WEF)
 PP0258'RECOVERED AS DESCRIBED.
 PP0258
 PP0258                          STATION RECOVERY (2016)
 PP0258
 PP0258'RECOVERY NOTE BY MN DEPT OF TRANSP 2016 (MPP)
 PP0258'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 PP0257 ***********************************************************************
 PP0257  DESIGNATION -  2509 K
 PP0257  PID         -  PP0257
 PP0257  STATE/COUNTY-  MN/GOODHUE
 PP0257  COUNTRY     -  US
 PP0257  USGS QUAD   -  WANAMINGO (2019)
 PP0257
 PP0257                         *CURRENT SURVEY CONTROL
 PP0257  ______________________________________________________________________
 PP0257* NAD 83(2011) POSITION- 44 21 25.65252(N) 092 48 03.08681(W)   ADJUSTED
 PP0257* NAD 83(2011) ELLIP HT-   340.910 (meters)        (06/27/12)   ADJUSTED
 PP0257* NAD 83(2011) EPOCH   -  2010.00
 PP0257* NAVD 88 ORTHO HEIGHT -   370.547 (meters)     1215.70  (feet) ADJUSTED
 PP0257  ______________________________________________________________________
 PP0257  GEOID HEIGHT    -        -29.641 (meters)                     GEOID18
 PP0257  NAD 83(2011) X  -   -223,217.238 (meters)                     COMP
 PP0257  NAD 83(2011) Y  - -4,562,608.709 (meters)                     COMP
 PP0257  NAD 83(2011) Z  -  4,436,788.903 (meters)                     COMP
 PP0257  LAPLACE CORR    -         -8.24  (seconds)                    DEFLEC18
 PP0257  DYNAMIC HEIGHT  -        370.481 (meters)     1215.49  (feet) COMP
 PP0257  MODELED GRAVITY -    980,432.0   (mgal)                       NAVD 88
 PP0257
 PP0257  VERT ORDER      -  SECOND    CLASS I
 PP0257
 PP0257  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 PP0257  Standards:
 PP0257         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 PP0257            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 PP0257  -------------------------------------------------------------------
 PP0257  NETWORK    0.51   0.57           0.24   0.16   0.29     -0.04046685
 PP0257  -------------------------------------------------------------------
 PP0257  Click here for local accuracies and other accuracy information.
 PP0257
 PP0257.The horizontal coordinates were established by GPS observations
 PP0257.and adjusted by the National Geodetic Survey in June 2012.
 PP0257
 PP0257.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 PP0257.been affixed to the stable North American tectonic plate. See 
 PP0257.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 PP0257
 PP0257.The horizontal coordinates are valid at the epoch date displayed above
 PP0257.which is a decimal equivalence of Year/Month/Day.
 PP0257
 PP0257.The orthometric height was determined by differential leveling and
 PP0257.adjusted by the NATIONAL GEODETIC SURVEY
 PP0257.in May 2019.
 PP0257
 PP0257.Significant digits in the geoid height do not necessarily reflect accuracy.
 PP0257.GEOID18 height accuracy estimate available here.
 PP0257
 PP0257.Click photographs - Photos may exist 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 DEFLEC18 derived deflections.
 PP0257
 PP0257.The ellipsoidal height was determined by GPS observations
 PP0257.and is referenced to NAD 83.
 PP0257
 PP0257.The dynamic height is computed by dividing the NAVD 88
 PP0257.geopotential number by the normal gravity value computed on the
 PP0257.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP0257.degrees latitude (g = 980.6199 gals.).
 PP0257
 PP0257.The modeled gravity was interpolated from observed gravity values.
 PP0257
 PP0257. The following values were computed from the NAD 83(2011) position.
 PP0257
 PP0257;                    North         East     Units Scale Factor Converg.
 PP0257;SPC MN S     -   251,493.050   895,589.301   MT  0.99992520   +0 50 25.8
 PP0257;SPC MN S     -   825,106.78  2,938,279.23   sFT  0.99992520   +0 50 25.8
 PP0257;UTM  15      - 4,911,558.532   515,869.998   MT  0.99960310   +0 08 21.2
 PP0257
 PP0257!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PP0257!SPC MN S     -   0.99994655  x   0.99992520  =   0.99987175
 PP0257!UTM  15      -   0.99994655  x   0.99960310  =   0.99954967
 PP0257
 PP0257:                Primary Azimuth Mark                     Grid Az
 PP0257:SPC MN S     -  2509 H                                   177 34 55.2
 PP0257:UTM  15      -  2509 H                                   178 16 59.8
 PP0257
 PP0257_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWK1586911558(NAD 83)
 PP0257
 PP0257|---------------------------------------------------------------------|
 PP0257| PID    Reference Object                     Distance      Geod. Az  |
 PP0257|                                                           dddmmss.s |
 PP0257| PP0259 2509 H                              APPROX. 1.8 KM 1782521.0 |
 PP0257| PP0258 2509 J                              APPROX. 1.0 KM 1793958.8 |
 PP0257|---------------------------------------------------------------------|
 PP0257
 PP0257                          SUPERSEDED SURVEY CONTROL
 PP0257
 PP0257  NAD 83(2007)-  44 21 25.65260(N)    092 48 03.08771(W) AD(2002.00) 0
 PP0257  ELLIP H (02/10/07)  340.929  (m)                       GP(2002.00)    
 PP0257  NAD 83(1996)-  44 21 25.65216(N)    092 48 03.08690(W) AD(       ) 1
 PP0257  ELLIP H (11/05/04)  340.970  (m)                       GP(       ) 4 1
 PP0257  NAVD 88             370.55   (m)         1215.7    (f) LEVELING    3  
 PP0257  NAVD 88 (06/15/91)  370.548  (m)         1215.71   (f) SUPERSEDED  2 0
 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
 PP0257.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PP0257.See file dsdata.pdf to determine how the superseded data were derived.
 PP0257
 PP0257_MARKER: DB = BENCH MARK DISK
 PP0257_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 PP0257+WITH SETTING: INFORMATION.
 PP0257_SP_SET: IRON ROD
 PP0257_STAMPING: 2509 K 1972
 PP0257_MARK LOGO: MNHD
 PP0257_PROJECTION: FLUSH
 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 - November 01, 2016
 PP0257
 PP0257  HISTORY     - Date     Condition        Report By
 PP0257  HISTORY     - 1972     MONUMENTED       MNDT
 PP0257  HISTORY     - 20040414 GOOD             MNDT
 PP0257  HISTORY     - 20040610 GOOD             MNDT
 PP0257  HISTORY     - 20090804 GOOD             MNDT
 PP0257  HISTORY     - 20161101 GOOD             MNDT
 PP0257
 PP0257                          STATION DESCRIPTION
 PP0257
 PP0257'DESCRIBED BY MN DEPT OF TRANSP 1972
 PP0257'0.6 MI S FROM HADER.
 PP0257'MARK IS LOCATED 0.6 MILES SOUTH ALONG T.H. 57 FROM THE JUNCTION OF
 PP0257'T.H. 57 AND T.H. 52 IN HADER, 69 FEET WEST OF THE CENTERLINE OF T.H.
 PP0257'57 AT MILE POINT 23.8, 131 FEET NORTH OF AN UNDERGROUND CABLE MARKER,
 PP0257'8 FEET NORTH OF THE EXTENDED CENTERLINE OF A DRIVEWAY LEADING EAST TO
 PP0257'FREDRICKSON HOUSE, 1 FOOT EAST OF A STEEL WITNESS POST, FASTENED TO
 PP0257'THE TOP OF A 10 FOOT STEEL POST DRIVEN FLUSH WITH THE GROUND.  SW 1/4
 PP0257'SECTION 1, T 110N, R 17W.
 PP0257
 PP0257                          STATION RECOVERY (2004)
 PP0257
 PP0257'RECOVERY NOTE BY MN DEPT OF TRANSP 2004 (MJS)
 PP0257'0.6 MILES SOUTH OF JUNCTION OF TRUNK HIGHWAY 57 AND TRUNK HIGHWAY 52
 PP0257'AT HADER, AT TRUNK HIGHWAY 57 MILEPOINT 23.8, 69 FEET WEST OF TRUNK
 PP0257'HIGHWAY 57, 131 FEET NORTH OF CABLE MARKER, 8 FEET NORTH OF DRIVEWAY
 PP0257'EAST EXTENDED, 0.7 FEET EAST OF WITNESS POST
 PP0257
 PP0257                          STATION RECOVERY (2004)
 PP0257
 PP0257'RECOVERY NOTE BY MN DEPT OF TRANSP 2004 (KNB)
 PP0257'0.6 MILES SOUTH FROM HADER, 0.6 MILES SOUTH OF JUNCTION OF TRUNK
 PP0257'HIGHWAY 57 AND TRUNK HIGHWAY 52 AT HADER, AT TRUNK HIGHWAY 57
 PP0257'MILEPOINT 23.8, 69 FEET WEST OF TRUNK HIGHWAY 57, 131 FEET NORTH OF
 PP0257'CABLE MARKER, 8 FEET NORTH OF DRIVEWAY EAST EXTENDED (FIRE NUMBER
 PP0257'40890), 0.7 FEET EAST OF WITNESS POST
 PP0257
 PP0257                          STATION RECOVERY (2009)
 PP0257
 PP0257'RECOVERY NOTE BY MN DEPT OF TRANSP 2009 (WEF)
 PP0257'RECOVERED AS DESCRIBED.
 PP0257
 PP0257                          STATION RECOVERY (2016)
 PP0257
 PP0257'RECOVERY NOTE BY MN DEPT OF TRANSP 2016 (MPP)
 PP0257'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DQ7460 ***********************************************************************
 DQ7460  DESIGNATION -  2509 L
 DQ7460  PID         -  DQ7460
 DQ7460  STATE/COUNTY-  MN/GOODHUE
 DQ7460  COUNTRY     -  US
 DQ7460  USGS QUAD   -  WANAMINGO (2019)
 DQ7460
 DQ7460                         *CURRENT SURVEY CONTROL
 DQ7460  ______________________________________________________________________
 DQ7460* NAD 83(1986) POSITION- 44 20 54.91   (N) 092 48 02.57   (W)   HD_HELD1
 DQ7460* NAVD 88 ORTHO HEIGHT -   370.899 (meters)     1216.86  (feet) ADJUSTED
 DQ7460  ______________________________________________________________________
 DQ7460  GEOID HEIGHT    -        -29.636 (meters)                     GEOID18
 DQ7460  DYNAMIC HEIGHT  -        370.834 (meters)     1216.64  (feet) COMP
 DQ7460  MODELED GRAVITY -    980,432.0   (mgal)                       NAVD 88
 DQ7460
 DQ7460  VERT ORDER      -  SECOND    CLASS I
 DQ7460
 DQ7460.The horizontal coordinates were determined by differentially corrected
 DQ7460.hand held GPS observations or other comparable positioning techniques
 DQ7460.and have an estimated accuracy of +/- 3 meters.
 DQ7460
 DQ7460.The orthometric height was determined by differential leveling and
 DQ7460.adjusted by the NATIONAL GEODETIC SURVEY
 DQ7460.in May 2019.
 DQ7460
 DQ7460.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ7460.GEOID18 height accuracy estimate available here.
 DQ7460
 DQ7460.Click photographs - Photos may exist for this station.
 DQ7460
 DQ7460.The dynamic height is computed by dividing the NAVD 88
 DQ7460.geopotential number by the normal gravity value computed on the
 DQ7460.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ7460.degrees latitude (g = 980.6199 gals.).
 DQ7460
 DQ7460.The modeled gravity was interpolated from observed gravity values.
 DQ7460
 DQ7460;                    North         East    Units  Estimated Accuracy
 DQ7460;SPC MN S     -   250,544.5     895,614.7     MT  (+/- 3 meters HH1 GPS) 
 DQ7460
 DQ7460_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWK1588310610(NAD 83)
 DQ7460
 DQ7460                          SUPERSEDED SURVEY CONTROL
 DQ7460
 DQ7460.No superseded survey control is available for this station.
 DQ7460
 DQ7460_MARKER: F = FLANGE-ENCASED ROD
 DQ7460_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DQ7460_STAMPING: 2509 L 2016
 DQ7460_MARK LOGO: MNDT
 DQ7460_PROJECTION: RECESSED 8 CENTIMETERS
 DQ7460_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DQ7460_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ7460_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ7460+SATELLITE: SATELLITE OBSERVATIONS - August 31, 2023
 DQ7460_ROD/PIPE-DEPTH: 8.8 meters
 DQ7460
 DQ7460  HISTORY     - Date     Condition        Report By
 DQ7460  HISTORY     - 20161121 MONUMENTED       MNDT
 DQ7460  HISTORY     - 20230831 GOOD             MNDT
 DQ7460
 DQ7460                          STATION DESCRIPTION
 DQ7460
 DQ7460'DESCRIBED BY MN DEPT OF TRANSP 2016
 DQ7460'THE MARK IS LOCATED ABOUT 4.0 MI (6.4 KM) NORTH WANAMINGO.
 DQ7460'
 DQ7460'TO REACH THE MARK GO 3.7 MI (6.0 KM) NORTH ALONG TRUNK HIGHWAY 57 FROM
 DQ7460'THE JUNCTION OF TRUNK HIGHWAY 57 AND TRUNK HIGHWAY 60 IN WANAMINGO, AT
 DQ7460'TRUNK HIGHWAY 57 MILE POINT 23.20.
 DQ7460'
 DQ7460'THE MARK IS LOCATED 54.7 FT (16.7 M) WEST OF TRUNK HIGHWAY 57, 65.9 FT
 DQ7460'(20.1 M) NORTH OF 415TH STREET, 3.7 FT (1.1 M) SOUTHEAST OF CABLE
 DQ7460'PEDESTAL, 3.8 FT (1.2 M) EAST OF A WITNESS POST.
 DQ7460'
 DQ7460'NOTE-THE STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM ROD
 DQ7460'DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION REMOVABLE DISK
 DQ7460'SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH PVC
 DQ7460'PIPE BACK FILLED WITH WASHED SAND.
 DQ7460
 DQ7460                          STATION RECOVERY (2023)
 DQ7460
 DQ7460'RECOVERY NOTE BY MN DEPT OF TRANSP 2023 (MJS)
 DQ7460'4.0 MI (6.4 KM) NORTH OF WANAMINGO, 3.7 MI (6.0 KM) NORTH ALONG TRUNK
 DQ7460'HIGHWAY 57 FROM THE JUNCTION OF TRUNK HIGHWAY 57 AND TRUNK HIGHWAY 60
 DQ7460'IN WANAMINGO, AT TRUNK HIGHWAY 57 MILE POINT 23.20, 54.7 FT (16.7 M)
 DQ7460'WEST OF TRUNK HIGHWAY 57, 65.9 FT (20.1 M) NORTH OF 415TH STREET, 3.7
 DQ7460'FT (1.1 M) SOUTHEAST OF A CABLE PEDESTAL, 3.8 FT (1.2 M) EAST OF A
 DQ7460'WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DQ7459 ***********************************************************************
 DQ7459  DESIGNATION -  2509 M
 DQ7459  PID         -  DQ7459
 DQ7459  STATE/COUNTY-  MN/GOODHUE
 DQ7459  COUNTRY     -  US
 DQ7459  USGS QUAD   -  WANAMINGO (2019)
 DQ7459
 DQ7459                         *CURRENT SURVEY CONTROL
 DQ7459  ______________________________________________________________________
 DQ7459* NAD 83(1986) POSITION- 44 20 01.79   (N) 092 47 58.04   (W)   HD_HELD1
 DQ7459* NAVD 88 ORTHO HEIGHT -   358.380 (meters)     1175.79  (feet) ADJUSTED
 DQ7459  ______________________________________________________________________
 DQ7459  GEOID HEIGHT    -        -29.633 (meters)                     GEOID18
 DQ7459  DYNAMIC HEIGHT  -        358.317 (meters)     1175.58  (feet) COMP
 DQ7459  MODELED GRAVITY -    980,432.8   (mgal)                       NAVD 88
 DQ7459
 DQ7459  VERT ORDER      -  SECOND    CLASS I
 DQ7459
 DQ7459.The horizontal coordinates were determined by differentially corrected
 DQ7459.hand held GPS observations or other comparable positioning techniques
 DQ7459.and have an estimated accuracy of +/- 3 meters.
 DQ7459
 DQ7459.The orthometric height was determined by differential leveling and
 DQ7459.adjusted by the NATIONAL GEODETIC SURVEY
 DQ7459.in May 2019.
 DQ7459
 DQ7459.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ7459.GEOID18 height accuracy estimate available here.
 DQ7459
 DQ7459.Click photographs - Photos may exist for this station.
 DQ7459
 DQ7459.The dynamic height is computed by dividing the NAVD 88
 DQ7459.geopotential number by the normal gravity value computed on the
 DQ7459.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ7459.degrees latitude (g = 980.6199 gals.).
 DQ7459
 DQ7459.The modeled gravity was interpolated from observed gravity values.
 DQ7459
 DQ7459;                    North         East    Units  Estimated Accuracy
 DQ7459;SPC MN S     -   248,906.6     895,739.1     MT  (+/- 3 meters HH1 GPS) 
 DQ7459
 DQ7459_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWK1598808971(NAD 83)
 DQ7459
 DQ7459                          SUPERSEDED SURVEY CONTROL
 DQ7459
 DQ7459.No superseded survey control is available for this station.
 DQ7459
 DQ7459_MARKER: F = FLANGE-ENCASED ROD
 DQ7459_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DQ7459_STAMPING: 2509 M 2016
 DQ7459_MARK LOGO: MNDT
 DQ7459_PROJECTION: RECESSED 5 CENTIMETERS
 DQ7459_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DQ7459_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ7459_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ7459+SATELLITE: SATELLITE OBSERVATIONS - August 31, 2023
 DQ7459_ROD/PIPE-DEPTH: 7.0 meters
 DQ7459
 DQ7459  HISTORY     - Date     Condition        Report By
 DQ7459  HISTORY     - 20161121 MONUMENTED       MNDT
 DQ7459  HISTORY     - 20230831 GOOD             MNDT
 DQ7459
 DQ7459                          STATION DESCRIPTION
 DQ7459
 DQ7459'DESCRIBED BY MN DEPT OF TRANSP 2016
 DQ7459'THE MARK IS LOCATED ABOUT 2.5 MI (4.0 KM) NORTH WANAMINGO.
 DQ7459'
 DQ7459'TO REACH THE MARK GO 2.65 MI (4.26 KM) NORTH ALONG TRUNK HIGHWAY 57
 DQ7459'FROM THE JUNCTION OF TRUNK HIGHWAY 57 AND TRUNK HIGHWAY 60 IN
 DQ7459'WANAMINGO, AT TRUNK HIGHWAY 57 MILE POINT 22.20.
 DQ7459'
 DQ7459'THE MARK IS LOCATED 63.3 FT (19.3 M) SOUTHWEST OF TRUNK HIGHWAY 57,
 DQ7459'64.0 FT (19.5 M) SOUTH OF 425TH STREET, 1.5 FT (0.5 M) NORTHEAST OF A
 DQ7459'WITNESS POST.
 DQ7459'
 DQ7459'NOTE-THE STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM ROD
 DQ7459'DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION REMOVABLE DISK
 DQ7459'SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH PVC
 DQ7459'PIPE BACK FILLED WITH WASHED SAND.
 DQ7459
 DQ7459                          STATION RECOVERY (2023)
 DQ7459
 DQ7459'RECOVERY NOTE BY MN DEPT OF TRANSP 2023 (MJS)
 DQ7459'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DQ7456 ***********************************************************************
 DQ7456  DESIGNATION -  2509 N
 DQ7456  PID         -  DQ7456
 DQ7456  STATE/COUNTY-  MN/GOODHUE
 DQ7456  COUNTRY     -  US
 DQ7456  USGS QUAD   -  WANAMINGO (2019)
 DQ7456
 DQ7456                         *CURRENT SURVEY CONTROL
 DQ7456  ______________________________________________________________________
 DQ7456* NAD 83(1986) POSITION- 44 18 36.05   (N) 092 47 27.11   (W)   HD_HELD1
 DQ7456* NAVD 88 ORTHO HEIGHT -   310.417 (meters)     1018.43  (feet) ADJUSTED
 DQ7456  ______________________________________________________________________
 DQ7456  GEOID HEIGHT    -        -29.652 (meters)                     GEOID18
 DQ7456  DYNAMIC HEIGHT  -        310.362 (meters)     1018.25  (feet) COMP
 DQ7456  MODELED GRAVITY -    980,434.9   (mgal)                       NAVD 88
 DQ7456
 DQ7456  VERT ORDER      -  SECOND    CLASS I
 DQ7456
 DQ7456.The horizontal coordinates were determined by differentially corrected
 DQ7456.hand held GPS observations or other comparable positioning techniques
 DQ7456.and have an estimated accuracy of +/- 3 meters.
 DQ7456
 DQ7456.The orthometric height was determined by differential leveling and
 DQ7456.adjusted by the NATIONAL GEODETIC SURVEY
 DQ7456.in May 2019.
 DQ7456
 DQ7456.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ7456.GEOID18 height accuracy estimate available here.
 DQ7456
 DQ7456.Click photographs - Photos may exist for this station.
 DQ7456
 DQ7456.The dynamic height is computed by dividing the NAVD 88
 DQ7456.geopotential number by the normal gravity value computed on the
 DQ7456.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ7456.degrees latitude (g = 980.6199 gals.).
 DQ7456
 DQ7456.The modeled gravity was interpolated from observed gravity values.
 DQ7456
 DQ7456;                    North         East    Units  Estimated Accuracy
 DQ7456;SPC MN S     -   246,270.7     896,463.3     MT  (+/- 3 meters HH1 GPS) 
 DQ7456
 DQ7456_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWK1667906327(NAD 83)
 DQ7456
 DQ7456                          SUPERSEDED SURVEY CONTROL
 DQ7456
 DQ7456.No superseded survey control is available for this station.
 DQ7456
 DQ7456_MARKER: F = FLANGE-ENCASED ROD
 DQ7456_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DQ7456_STAMPING: 2509 N 2016
 DQ7456_MARK LOGO: MNDT
 DQ7456_PROJECTION: RECESSED 5 CENTIMETERS
 DQ7456_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DQ7456_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ7456_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ7456+SATELLITE: SATELLITE OBSERVATIONS - August 31, 2023
 DQ7456_ROD/PIPE-DEPTH: 5.8 meters
 DQ7456
 DQ7456  HISTORY     - Date     Condition        Report By
 DQ7456  HISTORY     - 20161121 MONUMENTED       MNDT
 DQ7456  HISTORY     - 20230831 GOOD             MNDT
 DQ7456
 DQ7456                          STATION DESCRIPTION
 DQ7456
 DQ7456'DESCRIBED BY MN DEPT OF TRANSP 2016
 DQ7456'THE STATION IS LOCATED ABOUT 9.5 MI (15.3 KM) SOUTHEAST OF SOGN, 6.1
 DQ7456'MI (9.8 KM) WEST OF ZUMBROTA AND IN THE TOWN OF WANAMINGO, MN.
 DQ7456'
 DQ7456'TO REACH THE MARK GO 0.8 MI (1.3 KM) NORTH ALONG TRUNK HIGHWAY 57 FROM
 DQ7456'THE JUNCTION OF TRUNK HIGHWAY 57 AND TRUNK HIGHWAY 60 IN WANAMINGO, AT
 DQ7456'TRUNK HIGHWAY 57 MILE POINT 20.40, 0.1 MI (0.2 KM) NORTH OF COUNTY
 DQ7456'ROAD 30.
 DQ7456'
 DQ7456'TO REACH THE MARK GO 120 FT (36.6 M) NORTH OF ZUMBRO RIVER, 58.2 FT
 DQ7456'(17.7 M) WEST OF TRUNK HIGHWAY 57, 31.3 FT (9.5 M) NORTH OF THE
 DQ7456'NORTHWEST CORNER OF BRIDGE OVER ZUMBRO RIVER, 1.5 FT (0.5 M) EAST OF A
 DQ7456'WITNESS POST.
 DQ7456'
 DQ7456'NOTE-THE STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM ROD
 DQ7456'DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION REMOVABLE DISK
 DQ7456'SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH PVC
 DQ7456'PIPE BACK FILLED WITH WASHED SAND.
 DQ7456
 DQ7456                          STATION RECOVERY (2023)
 DQ7456
 DQ7456'RECOVERY NOTE BY MN DEPT OF TRANSP 2023 (MJS)
 DQ7456'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DQ7462 ***********************************************************************
 DQ7462  DESIGNATION -  2509 P
 DQ7462  PID         -  DQ7462
 DQ7462  STATE/COUNTY-  MN/GOODHUE
 DQ7462  COUNTRY     -  US
 DQ7462  USGS QUAD   -  WANAMINGO (2019)
 DQ7462
 DQ7462                         *CURRENT SURVEY CONTROL
 DQ7462  ______________________________________________________________________
 DQ7462* NAD 83(1986) POSITION- 44 16 59.53   (N) 092 47 26.12   (W)   HD_HELD1
 DQ7462* NAVD 88 ORTHO HEIGHT -   348.735 (meters)     1144.14  (feet) ADJUSTED
 DQ7462  ______________________________________________________________________
 DQ7462  GEOID HEIGHT    -        -29.632 (meters)                     GEOID18
 DQ7462  DYNAMIC HEIGHT  -        348.674 (meters)     1143.94  (feet) COMP
 DQ7462  MODELED GRAVITY -    980,432.9   (mgal)                       NAVD 88
 DQ7462
 DQ7462  VERT ORDER      -  SECOND    CLASS I
 DQ7462
 DQ7462.The horizontal coordinates were determined by differentially corrected
 DQ7462.hand held GPS observations or other comparable positioning techniques
 DQ7462.and have an estimated accuracy of +/- 3 meters.
 DQ7462
 DQ7462.The orthometric height was determined by differential leveling and
 DQ7462.adjusted by the NATIONAL GEODETIC SURVEY
 DQ7462.in May 2019.
 DQ7462
 DQ7462.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ7462.GEOID18 height accuracy estimate available here.
 DQ7462
 DQ7462.Click photographs - Photos may exist for this station.
 DQ7462
 DQ7462.The dynamic height is computed by dividing the NAVD 88
 DQ7462.geopotential number by the normal gravity value computed on the
 DQ7462.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ7462.degrees latitude (g = 980.6199 gals.).
 DQ7462
 DQ7462.The modeled gravity was interpolated from observed gravity values.
 DQ7462
 DQ7462;                    North         East    Units  Estimated Accuracy
 DQ7462;SPC MN S     -   243,292.4     896,529.3     MT  (+/- 3 meters HH1 GPS) 
 DQ7462
 DQ7462_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWK1670903349(NAD 83)
 DQ7462
 DQ7462                          SUPERSEDED SURVEY CONTROL
 DQ7462
 DQ7462.No superseded survey control is available for this station.
 DQ7462
 DQ7462_MARKER: I = METAL ROD
 DQ7462_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DQ7462_STAMPING: 2509 P 2016
 DQ7462_MARK LOGO: MNDT
 DQ7462_PROJECTION: RECESSED 5 CENTIMETERS
 DQ7462_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DQ7462_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ7462_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ7462+SATELLITE: SATELLITE OBSERVATIONS - September 07, 2023
 DQ7462_ROD/PIPE-DEPTH: 8.2 meters
 DQ7462
 DQ7462  HISTORY     - Date     Condition        Report By
 DQ7462  HISTORY     - 20161129 MONUMENTED       MNDT
 DQ7462  HISTORY     - 20200423 GOOD             MNDT
 DQ7462  HISTORY     - 20230907 GOOD             MNDT
 DQ7462
 DQ7462                          STATION DESCRIPTION
 DQ7462
 DQ7462'DESCRIBED BY MN DEPT OF TRANSP 2016
 DQ7462'THE MARK IS LOCATED ABOUT 1.0 MI (1.6 KM) SOUTH OF WANAMINGO.
 DQ7462'
 DQ7462'TO REACH THE MARK GO 1.0 MI (1.6 KM) SOUTH ALONG TRUNK HIGHWAY 57 FROM
 DQ7462'THE JUNCTION OF TRUNK HIGHWAY 57 AND TRUNK HIGHWAY 60 IN WANAMINGO, AT
 DQ7462'TRUNK HIGHWAY 57 MILE POINT 18.45.
 DQ7462'
 DQ7462'THE MARK IS LOCATED 62.1 FT (18.9 M) EAST OF TRUNK HIGHWAY 57, 59.7 FT
 DQ7462'(18.2 M) SOUTH OF 450TH STREET, 1.5 FT (0.5 M) SOUTH OF A WITNESS
 DQ7462'POST.
 DQ7462'
 DQ7462'NOTE-THE STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM ROD
 DQ7462'DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION REMOVABLE DISK
 DQ7462'SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH PVC
 DQ7462'PIPE BACK FILLED WITH WASHED SAND.
 DQ7462
 DQ7462                          STATION RECOVERY (2020)
 DQ7462
 DQ7462'RECOVERY NOTE BY MN DEPT OF TRANSP 2020 (TJD)
 DQ7462'RECOVERED IN GOOD CONDITION.
 DQ7462
 DQ7462                          STATION RECOVERY (2023)
 DQ7462
 DQ7462'RECOVERY NOTE BY MN DEPT OF TRANSP 2023 (MJS)
 DQ7462'1.0 MI (1.6 KM) SOUTH OF WANAMINGO, 1.0 MI (1.6 KM) SOUTH ALONG TRUNK
 DQ7462'HIGHWAY 57 FROM THE JUNCTION OF TRUNK HIGHWAY 57 AND TRUNK HIGHWAY 60
 DQ7462'IN WANAMINGO, AT TRUNK HIGHWAY 57 MILE POINT 18.45, 62.1 FT (18.9 M)
 DQ7462'EAST OF TRUNK HIGHWAY 57, 59.7 FT (18.2 M) SOUTH OF 450TH STREET, 22.5
 DQ7462'FT (6.9 M) WEST OF A FIELD ENTRANCE, 1.5 FT (0.5 M) SOUTH OF A WITNESS
 DQ7462'POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DQ7463 ***********************************************************************
 DQ7463  DESIGNATION -  2509 Q
 DQ7463  PID         -  DQ7463
 DQ7463  STATE/COUNTY-  MN/GOODHUE
 DQ7463  COUNTRY     -  US
 DQ7463  USGS QUAD   -  WANAMINGO (2019)
 DQ7463
 DQ7463                         *CURRENT SURVEY CONTROL
 DQ7463  ______________________________________________________________________
 DQ7463* NAD 83(1986) POSITION- 44 16 06.59   (N) 092 47 27.01   (W)   HD_HELD1
 DQ7463* NAVD 88 ORTHO HEIGHT -   365.455 (meters)     1199.00  (feet) ADJUSTED
 DQ7463  ______________________________________________________________________
 DQ7463  GEOID HEIGHT    -        -29.618 (meters)                     GEOID18
 DQ7463  DYNAMIC HEIGHT  -        365.391 (meters)     1198.79  (feet) COMP
 DQ7463  MODELED GRAVITY -    980,430.8   (mgal)                       NAVD 88
 DQ7463
 DQ7463  VERT ORDER      -  SECOND    CLASS I
 DQ7463
 DQ7463.The horizontal coordinates were determined by differentially corrected
 DQ7463.hand held GPS observations or other comparable positioning techniques
 DQ7463.and have an estimated accuracy of +/- 3 meters.
 DQ7463
 DQ7463.The orthometric height was determined by differential leveling and
 DQ7463.adjusted by the NATIONAL GEODETIC SURVEY
 DQ7463.in May 2019.
 DQ7463
 DQ7463.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ7463.GEOID18 height accuracy estimate available here.
 DQ7463
 DQ7463.Click photographs - Photos may exist for this station.
 DQ7463
 DQ7463.The dynamic height is computed by dividing the NAVD 88
 DQ7463.geopotential number by the normal gravity value computed on the
 DQ7463.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ7463.degrees latitude (g = 980.6199 gals.).
 DQ7463
 DQ7463.The modeled gravity was interpolated from observed gravity values.
 DQ7463
 DQ7463;                    North         East    Units  Estimated Accuracy
 DQ7463;SPC MN S     -   241,658.4     896,533.8     MT  (+/- 3 meters HH1 GPS) 
 DQ7463
 DQ7463_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWK1669301716(NAD 83)
 DQ7463
 DQ7463                          SUPERSEDED SURVEY CONTROL
 DQ7463
 DQ7463.No superseded survey control is available for this station.
 DQ7463
 DQ7463_MARKER: F = FLANGE-ENCASED ROD
 DQ7463_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DQ7463_STAMPING: 2509 Q 2016
 DQ7463_MARK LOGO: MNDT
 DQ7463_PROJECTION: RECESSED 5 CENTIMETERS
 DQ7463_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DQ7463_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ7463_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ7463+SATELLITE: SATELLITE OBSERVATIONS - September 07, 2023
 DQ7463_ROD/PIPE-DEPTH: 11.6 meters
 DQ7463
 DQ7463  HISTORY     - Date     Condition        Report By
 DQ7463  HISTORY     - 20161129 MONUMENTED       MNDT
 DQ7463  HISTORY     - 20230907 GOOD             MNDT
 DQ7463
 DQ7463                          STATION DESCRIPTION
 DQ7463
 DQ7463'DESCRIBED BY MN DEPT OF TRANSP 2016
 DQ7463'THE MARK IS LOCATED ABOUT 2.0 MI (3.2 KM) SOUTH OF WANAMINGO.
 DQ7463'
 DQ7463'TO REACH THE MARK GO 2.0 MI (3.2 KM) SOUTH ALONG TRUNK HIGHWAY 57 FROM
 DQ7463'THE JUNCTION OF TRUNK HIGHWAY 57 AND TRUNK HIGHWAY 60 IN WANAMINGO, AT
 DQ7463'TRUNK HIGHWAY 57 MILE POINT 17.40.
 DQ7463'
 DQ7463'THE MARK IS LOCATED 70.9 FT (21.6 M) EAST OF TRUNK HIGHWAY 57, 133.4
 DQ7463'FT (40.7 M) SOUTH OF COUNTY ROAD 12, 3.2 FT (1.0 M) WEST OF
 DQ7463'RIGHT-OF-WAY POST, 1.5 FT (0.5 M) WEST OF A WITNESS POST.
 DQ7463'
 DQ7463'NOTE-THE STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM ROD
 DQ7463'DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION REMOVABLE DISK
 DQ7463'SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH PVC
 DQ7463'PIPE BACK FILLED WITH WASHED SAND.
 DQ7463
 DQ7463                          STATION RECOVERY (2023)
 DQ7463
 DQ7463'RECOVERY NOTE BY MN DEPT OF TRANSP 2023 (MJS)
 DQ7463'2.0 MI (3.2 KM) SOUTH OF WANAMINGO, 2.0 MI (3.2 KM) SOUTH ALONG TRUNK
 DQ7463'HIGHWAY 57 FROM THE JUNCTION OF TRUNK HIGHWAY 57 AND TRUNK HIGHWAY 60
 DQ7463'IN WANAMINGO, AT TRUNK HIGHWAY 57 MILE POINT 17.40, 70.9 FT (21.6 M)
 DQ7463'EAST OF TRUNK HIGHWAY 57, 133.4 FT (40.7 M) SOUTH OF COUNTY ROAD 12,
 DQ7463'3.2 FT (1.0 M) WEST OF A RIGHT-OF-WAY POST, 1.5 FT (0.5 M) WEST OF A
 DQ7463'WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DQ7466 ***********************************************************************
 DQ7466  DESIGNATION -  2509 R
 DQ7466  PID         -  DQ7466
 DQ7466  STATE/COUNTY-  MN/GOODHUE
 DQ7466  COUNTRY     -  US
 DQ7466  USGS QUAD   -  CONCORD (2019)
 DQ7466
 DQ7466                         *CURRENT SURVEY CONTROL
 DQ7466  ______________________________________________________________________
 DQ7466* NAD 83(1986) POSITION- 44 13 32.17   (N) 092 47 28.86   (W)   HD_HELD1
 DQ7466* NAVD 88 ORTHO HEIGHT -   364.906 (meters)     1197.20  (feet) ADJUSTED
 DQ7466  ______________________________________________________________________
 DQ7466  GEOID HEIGHT    -        -29.594 (meters)                     GEOID18
 DQ7466  DYNAMIC HEIGHT  -        364.839 (meters)     1196.98  (feet) COMP
 DQ7466  MODELED GRAVITY -    980,424.4   (mgal)                       NAVD 88
 DQ7466
 DQ7466  VERT ORDER      -  SECOND    CLASS I
 DQ7466
 DQ7466.The horizontal coordinates were determined by differentially corrected
 DQ7466.hand held GPS observations or other comparable positioning techniques
 DQ7466.and have an estimated accuracy of +/- 3 meters.
 DQ7466
 DQ7466.The orthometric height was determined by differential leveling and
 DQ7466.adjusted by the NATIONAL GEODETIC SURVEY
 DQ7466.in May 2019.
 DQ7466
 DQ7466.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ7466.GEOID18 height accuracy estimate available here.
 DQ7466
 DQ7466.Click photographs - Photos may exist for this station.
 DQ7466
 DQ7466.The dynamic height is computed by dividing the NAVD 88
 DQ7466.geopotential number by the normal gravity value computed on the
 DQ7466.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ7466.degrees latitude (g = 980.6199 gals.).
 DQ7466
 DQ7466.The modeled gravity was interpolated from observed gravity values.
 DQ7466
 DQ7466;                    North         East    Units  Estimated Accuracy
 DQ7466;SPC MN S     -   236,892.3     896,563.2     MT  (+/- 3 meters HH1 GPS) 
 DQ7466
 DQ7466_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWJ1666496951(NAD 83)
 DQ7466
 DQ7466                          SUPERSEDED SURVEY CONTROL
 DQ7466
 DQ7466.No superseded survey control is available for this station.
 DQ7466
 DQ7466_MARKER: F = FLANGE-ENCASED ROD
 DQ7466_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DQ7466_STAMPING: 2509 R 2016
 DQ7466_MARK LOGO: MNDT
 DQ7466_PROJECTION: RECESSED 5 CENTIMETERS
 DQ7466_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DQ7466_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ7466_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ7466+SATELLITE: SATELLITE OBSERVATIONS - September 07, 2023
 DQ7466_ROD/PIPE-DEPTH: 4.3 meters
 DQ7466
 DQ7466  HISTORY     - Date     Condition        Report By
 DQ7466  HISTORY     - 20161121 MONUMENTED       MNDT
 DQ7466  HISTORY     - 20230907 GOOD             MNDT
 DQ7466
 DQ7466                          STATION DESCRIPTION
 DQ7466
 DQ7466'DESCRIBED BY MN DEPT OF TRANSP 2016
 DQ7466'THE MARK IS LOCATED ABOUT 5.0 MI (8.0 KM) SOUTH OF WANAMINGO.
 DQ7466'
 DQ7466'TO REACH THE MARK GO 5.0 MI (8.0 KM) SOUTH ALONG TRUNK HIGHWAY 57 FROM
 DQ7466'THE JUNCTION OF TRUNK HIGHWAY 57 AND TRUNK HIGHWAY 60 IN WANAMINGO, AT
 DQ7466'TRUNK HIGHWAY 57 MILE POINT 14.20.
 DQ7466'
 DQ7466'THE MARK IS LOCATED 77.2 FT (23.5 M) EAST OF TRUNK HIGHWAY 57, 88.3 FT
 DQ7466'(26.9 M) NORTH OF COUNTY ROAD 11, 6.0 FT (1.8 M) NORTH OF CABLE BOX,
 DQ7466'1.5 FT (0.5 M) SOUTH OF A WITNESS POST.
 DQ7466'
 DQ7466'NOTE-THE STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM ROD
 DQ7466'DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION REMOVABLE DISK
 DQ7466'SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH PVC
 DQ7466'PIPE BACK FILLED WITH WASHED SAND.
 DQ7466
 DQ7466                          STATION RECOVERY (2023)
 DQ7466
 DQ7466'RECOVERY NOTE BY MN DEPT OF TRANSP 2023 (MJS)
 DQ7466'5.0 MI (8.0 KM) SOUTH OF WANAMINGO, 5.0 MI (8.0 KM) SOUTH ALONG TRUNK
 DQ7466'HIGHWAY 57 FROM THE JUNCTION OF TRUNK HIGHWAY 57 AND TRUNK HIGHWAY 60
 DQ7466'IN WANAMINGO, AT TRUNK HIGHWAY 57 MILE POINT 14.20, 77.2 FT (23.5 M)
 DQ7466'EAST OF TRUNK HIGHWAY 57, 88.3 FT (26.9 M) NORTH OF COUNTY ROAD 11,
 DQ7466'6.0 FT (1.8 M) NORTH OF A CABLE BOX, 1.5 FT (0.5 M) SOUTH OF A WITNESS
 DQ7466'POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DQ7469 ***********************************************************************
 DQ7469  DESIGNATION -  2509 S
 DQ7469  PID         -  DQ7469
 DQ7469  STATE/COUNTY-  MN/GOODHUE
 DQ7469  COUNTRY     -  US
 DQ7469  USGS QUAD   -  CONCORD (2019)
 DQ7469
 DQ7469                         *CURRENT SURVEY CONTROL
 DQ7469  ______________________________________________________________________
 DQ7469* NAD 83(1986) POSITION- 44 12 13.15   (N) 092 47 25.78   (W)   HD_HELD1
 DQ7469* NAVD 88 ORTHO HEIGHT -   360.156 (meters)     1181.61  (feet) ADJUSTED
 DQ7469  ______________________________________________________________________
 DQ7469  GEOID HEIGHT    -        -29.596 (meters)                     GEOID18
 DQ7469  DYNAMIC HEIGHT  -        360.088 (meters)     1181.39  (feet) COMP
 DQ7469  MODELED GRAVITY -    980,420.7   (mgal)                       NAVD 88
 DQ7469
 DQ7469  VERT ORDER      -  SECOND    CLASS I
 DQ7469
 DQ7469.The horizontal coordinates were determined by differentially corrected
 DQ7469.hand held GPS observations or other comparable positioning techniques
 DQ7469.and have an estimated accuracy of +/- 3 meters.
 DQ7469
 DQ7469.The orthometric height was determined by differential leveling and
 DQ7469.adjusted by the NATIONAL GEODETIC SURVEY
 DQ7469.in May 2019.
 DQ7469
 DQ7469.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ7469.GEOID18 height accuracy estimate available here.
 DQ7469
 DQ7469.Click photographs - Photos may exist for this station.
 DQ7469
 DQ7469.The dynamic height is computed by dividing the NAVD 88
 DQ7469.geopotential number by the normal gravity value computed on the
 DQ7469.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ7469.degrees latitude (g = 980.6199 gals.).
 DQ7469
 DQ7469.The modeled gravity was interpolated from observed gravity values.
 DQ7469
 DQ7469;                    North         East    Units  Estimated Accuracy
 DQ7469;SPC MN S     -   234,454.7     896,667.6     MT  (+/- 3 meters HH1 GPS) 
 DQ7469
 DQ7469_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWJ1673994513(NAD 83)
 DQ7469
 DQ7469                          SUPERSEDED SURVEY CONTROL
 DQ7469
 DQ7469.No superseded survey control is available for this station.
 DQ7469
 DQ7469_MARKER: F = FLANGE-ENCASED ROD
 DQ7469_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DQ7469_STAMPING: 2509 S 2016
 DQ7469_MARK LOGO: MNDT
 DQ7469_PROJECTION: RECESSED 5 CENTIMETERS
 DQ7469_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DQ7469_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ7469_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ7469+SATELLITE: SATELLITE OBSERVATIONS - September 07, 2023
 DQ7469_ROD/PIPE-DEPTH: 7.6 meters
 DQ7469
 DQ7469  HISTORY     - Date     Condition        Report By
 DQ7469  HISTORY     - 20161129 MONUMENTED       MNDT
 DQ7469  HISTORY     - 20230907 GOOD             MNDT
 DQ7469
 DQ7469                          STATION DESCRIPTION
 DQ7469
 DQ7469'DESCRIBED BY MN DEPT OF TRANSP 2016
 DQ7469'THE MARK IS LOCATED ABOUT 7.0 MI (11.3 KM) SOUTH OF WANAMINGO.
 DQ7469'
 DQ7469'TO REACH THE MARK GO 6.6 MI (10.6 KM) SOUTH ALONG TRUNK HIGHWAY 57
 DQ7469'FROM THE JUNCTION OF TRUNK HIGHWAY 57 AND TRUNK HIGHWAY 60 IN
 DQ7469'WANAMINGO, AT TRUNK HIGHWAY 57 MILE POINT 12.85, 0.5 MI (0.8 KM) NORTH
 DQ7469'OF 520 TRUNK HIGHWAY STREET.
 DQ7469'
 DQ7469'THE MARK IS LOCATED 72.0 FT (21.9 M) NORTHEAST OF TRUNK HIGHWAY 57,
 DQ7469'37.7 FT (11.5 M) SOUTHEAST OF A FIELD ENTRANCE, 2.4 FT (0.7 M)
 DQ7469'SOUTHEAST OF RIGHT-OF-WAY AND A WITNESS POST.
 DQ7469'
 DQ7469'NOTE-THE STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM ROD
 DQ7469'DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION REMOVABLE DISK
 DQ7469'SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH PVC
 DQ7469'PIPE BACK FILLED WITH WASHED SAND.
 DQ7469
 DQ7469                          STATION RECOVERY (2023)
 DQ7469
 DQ7469'RECOVERY NOTE BY MN DEPT OF TRANSP 2023 (MJS)
 DQ7469'7.0 MI (11.3 KM) SOUTH OF WANAMINGO, 6.6 MI (10.6 KM) SOUTH ALONG
 DQ7469'TRUNK HIGHWAY 57 FROM THE JUNCTION OF TRUNK HIGHWAY 57 AND TRUNK
 DQ7469'HIGHWAY 60 IN WANAMINGO, AT TRUNK HIGHWAY 57 MILE POINT 12.85, 0.5 MI
 DQ7469'(0.8 KM) NORTH OF 520TH STREET, 72.0 FT (21.9 M) NORTHEAST OF TRUNK
 DQ7469'HIGHWAY 57, 37.7 FT (11.5 M) SOUTHEAST OF A FIELD ENTRANCE, 2.4 FT
 DQ7469'(0.7 M) SOUTHEAST OF A RIGHT-OF-WAY AND A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 PP3320 ***********************************************************************
 PP3320  DESIGNATION -  2510 AB
 PP3320  PID         -  PP3320
 PP3320  STATE/COUNTY-  MN/GOODHUE
 PP3320  COUNTRY     -  US
 PP3320  USGS QUAD   -  GOODHUE EAST (2019)
 PP3320
 PP3320                         *CURRENT SURVEY CONTROL
 PP3320  ______________________________________________________________________
 PP3320* NAD 83(1986) POSITION- 44 28 08.88   (N) 092 33 23.10   (W)   HD_HELD1
 PP3320* NAVD 88 ORTHO HEIGHT -   288.572 (meters)      946.76  (feet) ADJUSTED
 PP3320  ______________________________________________________________________
 PP3320  GEOID HEIGHT    -        -30.163 (meters)                     GEOID18
 PP3320  DYNAMIC HEIGHT  -        288.526 (meters)      946.61  (feet) COMP
 PP3320  MODELED GRAVITY -    980,448.5   (mgal)                       NAVD 88
 PP3320
 PP3320  VERT ORDER      -  SECOND    CLASS I
 PP3320
 PP3320.The horizontal coordinates were determined by differentially corrected
 PP3320.hand held GPS observations or other comparable positioning techniques
 PP3320.and have an estimated accuracy of +/- 3 meters.
 PP3320
 PP3320.The orthometric height was determined by differential leveling and
 PP3320.adjusted by the NATIONAL GEODETIC SURVEY
 PP3320.in May 2019.
 PP3320
 PP3320.Significant digits in the geoid height do not necessarily reflect accuracy.
 PP3320.GEOID18 height accuracy estimate available here.
 PP3320
 PP3320.Click photographs - Photos may exist for this station.
 PP3320
 PP3320.The dynamic height is computed by dividing the NAVD 88
 PP3320.geopotential number by the normal gravity value computed on the
 PP3320.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP3320.degrees latitude (g = 980.6199 gals.).
 PP3320
 PP3320.The modeled gravity was interpolated from observed gravity values.
 PP3320
 PP3320;                    North         East    Units  Estimated Accuracy
 PP3320;SPC MN S     -   264,251.5     914,853.2     MT  (+/- 3 meters HH1 GPS) 
 PP3320
 PP3320_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWK3528224076(NAD 83)
 PP3320
 PP3320                          SUPERSEDED SURVEY CONTROL
 PP3320
 PP3320  NAVD 88 (06/15/95)  288.581  (m)          946.79   (f) SUPERSEDED  2 1
 PP3320
 PP3320.Superseded values are not recommended for survey control.
 PP3320
 PP3320.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PP3320.See file dsdata.pdf to determine how the superseded data were derived.
 PP3320
 PP3320_MARKER: DV = VERTICAL CONTROL DISK
 PP3320_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 PP3320_SP_SET: BOX CULVERT
 PP3320_STAMPING: 2510 AB 1984
 PP3320_MARK LOGO: MNDT
 PP3320_MAGNETIC: N = NO MAGNETIC MATERIAL
 PP3320_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PP3320+STABILITY: SURFACE MOTION
 PP3320_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 PP3320+SATELLITE: SATELLITE OBSERVATIONS - October 04, 2023
 PP3320
 PP3320  HISTORY     - Date     Condition        Report By
 PP3320  HISTORY     - 1984     MONUMENTED       MNDT
 PP3320  HISTORY     - 20010331 GOOD             NGS
 PP3320  HISTORY     - 20030920 GOOD             USPSQD
 PP3320  HISTORY     - 20081104 GOOD             MNDT
 PP3320  HISTORY     - 20170404 GOOD             MNDT
 PP3320  HISTORY     - 20231004 GOOD             MNDT
 PP3320
 PP3320                          STATION DESCRIPTION
 PP3320
 PP3320'DESCRIBED BY MN DEPT OF TRANSP 1984
 PP3320'6.5 MI SOUTH FROM RED WING.
 PP3320'THE MARK IS LOCATED ABOUT 6-1/2 MILES SOUTH OF THE CITY OF RED WING
 PP3320'IN THE NORTHWEST 1/4 OF SECTION 36, T112N, R15W, 8.1 MILES SOUTH
 PP3320'ALONG TRUNK HIGHWAY 58 FROM ITS JUNCTION WITH TRUNK HIGHWAYS 61 AND
 PP3320'63 IN RED WING THENCE EAST ALONG COUNTY ROAD 3 FOR 0.15 MILE, 23.0
 PP3320'FEET NORTHEAST OF AND 4 FEET LOWER THAN THE CENTERLINE OF THE COUNTY
 PP3320'ROAD AND 55.0 FEET NORTHWEST OF THE CENTER OF A GRAVEL ROAD.  THE
 PP3320'MARK, A STANDARD ALUMINUM MNDT VERTICAL CONTROL MONUMENT DISK
 PP3320'STAMPED---2510 AB 1984---, IS SET IN A DRILL HOLE IN THE HEADWALL AT
 PP3320'THE NORTHEAST CORNER OF A BOX CULVERT UNDER THE COUNTY ROAD.
 PP3320
 PP3320                          STATION RECOVERY (2001)
 PP3320
 PP3320'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 PP3320'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 PP3320
 PP3320                          STATION RECOVERY (2003)
 PP3320
 PP3320'RECOVERY NOTE BY US POWER SQUADRON 2003 (NM)
 PP3320'RECOVERED IN GOOD CONDITION.
 PP3320
 PP3320                          STATION RECOVERY (2008)
 PP3320
 PP3320'RECOVERY NOTE BY MN DEPT OF TRANSP 2008 (MDL)
 PP3320'RECOVERED AS DESCRIBED.
 PP3320
 PP3320                          STATION RECOVERY (2017)
 PP3320
 PP3320'RECOVERY NOTE BY MN DEPT OF TRANSP 2017 (KMS)
 PP3320'RECOVERED AS DESCRIBED.
 PP3320
 PP3320                          STATION RECOVERY (2023)
 PP3320
 PP3320'RECOVERY NOTE BY MN DEPT OF TRANSP 2023 (MJS)
 PP3320'THE SURVEY MARK HAS BEEN DEEMED UNSAFE DUE TO FALL RISK AND HAS BEEN
 PP3320'ABANDONED FOR MNDOT GEODETIC USE.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DQ7515 ***********************************************************************
 DQ7515  DESIGNATION -  2510 AD RESET
 DQ7515  PID         -  DQ7515
 DQ7515  STATE/COUNTY-  MN/GOODHUE
 DQ7515  COUNTRY     -  US
 DQ7515  USGS QUAD   -  GOODHUE EAST (2019)
 DQ7515
 DQ7515                         *CURRENT SURVEY CONTROL
 DQ7515  ______________________________________________________________________
 DQ7515* NAD 83(1986) POSITION- 44 29 05.17   (N) 092 33 22.09   (W)   HD_HELD1
 DQ7515* NAVD 88 ORTHO HEIGHT -   251.711 (meters)      825.82  (feet) ADJUSTED
 DQ7515  ______________________________________________________________________
 DQ7515  GEOID HEIGHT    -        -30.172 (meters)                     GEOID18
 DQ7515  DYNAMIC HEIGHT  -        251.670 (meters)      825.69  (feet) COMP
 DQ7515  MODELED GRAVITY -    980,451.5   (mgal)                       NAVD 88
 DQ7515
 DQ7515  VERT ORDER      -  SECOND    CLASS I
 DQ7515
 DQ7515.The horizontal coordinates were determined by differentially corrected
 DQ7515.hand held GPS observations or other comparable positioning techniques
 DQ7515.and have an estimated accuracy of +/- 3 meters.
 DQ7515
 DQ7515.The orthometric height was determined by differential leveling and
 DQ7515.adjusted by the NATIONAL GEODETIC SURVEY
 DQ7515.in May 2019.
 DQ7515
 DQ7515.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ7515.GEOID18 height accuracy estimate available here.
 DQ7515
 DQ7515.Click photographs - Photos may exist for this station.
 DQ7515
 DQ7515.The dynamic height is computed by dividing the NAVD 88
 DQ7515.geopotential number by the normal gravity value computed on the
 DQ7515.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ7515.degrees latitude (g = 980.6199 gals.).
 DQ7515
 DQ7515.The modeled gravity was interpolated from observed gravity values.
 DQ7515
 DQ7515;                    North         East    Units  Estimated Accuracy
 DQ7515;SPC MN S     -   265,989.0     914,844.8     MT  (+/- 3 meters HH1 GPS) 
 DQ7515
 DQ7515_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWK3529525813(NAD 83)
 DQ7515
 DQ7515                          SUPERSEDED SURVEY CONTROL
 DQ7515
 DQ7515.No superseded survey control is available for this station.
 DQ7515
 DQ7515_MARKER: I = METAL ROD
 DQ7515_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DQ7515_STAMPING: 2510 AD RESET 2017
 DQ7515_MARK LOGO: MNDT
 DQ7515_PROJECTION: RECESSED 5 CENTIMETERS
 DQ7515_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DQ7515_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ7515_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DQ7515+SATELLITE: SATELLITE OBSERVATIONS - October 04, 2023
 DQ7515_ROD/PIPE-DEPTH: 15.2 meters
 DQ7515
 DQ7515  HISTORY     - Date     Condition        Report By
 DQ7515  HISTORY     - 20170404 MONUMENTED       MNDT
 DQ7515  HISTORY     - 20231004 GOOD             MNDT
 DQ7515
 DQ7515                          STATION DESCRIPTION
 DQ7515
 DQ7515'DESCRIBED BY MN DEPT OF TRANSP 2017
 DQ7515'THE MARK IS LOCATED ABOUT 5.5 MI (8.8 KM) SOUTH OF RED WING.
 DQ7515'
 DQ7515'TO REACH THE MARK GO 7.15 MI (11.50 KM) SOUTHEAST ON TRUNK HIGHWAY 58
 DQ7515'FROM THE JUNCTION OF TRUNK HIGHWAY 58/TRUNK HIGHWAY 61 AND TRUNK
 DQ7515'HIGHWAY 63, AT TRUNK HIGHWAY 58 MILE POINT 16.5.
 DQ7515'
 DQ7515'THE MARK IS LOCATED 208 FT (63.4 M) WEST OF TRUNK HIGHWAY 58, 25 FT
 DQ7515'(7.6 M) NORTH OF 320TH STREET, 2.0 FT (0.6 M) EAST OF A POWER POLE
 DQ7515'WITH GUY WIRE, 1.0 FT (0.3 M) SOUTH OF A WITNESS POST.
 DQ7515'
 DQ7515'NOTE-THE STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM ROD
 DQ7515'DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION REMOVABLE DISK
 DQ7515'SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH PVC
 DQ7515'PIPE BACK FILLED WITH WASHED SAND.
 DQ7515
 DQ7515                          STATION RECOVERY (2023)
 DQ7515
 DQ7515'RECOVERY NOTE BY MN DEPT OF TRANSP 2023 (MJS)
 DQ7515'5.5 MI (8.8 KM) SOUTH OF RED WING, 7.15 MI (11.50 KM) SOUTHEAST ON
 DQ7515'TRUNK HIGHWAY 58 FROM THE JUNCTION OF TRUNK HIGHWAY 58/TRUNK HIGHWAY
 DQ7515'61 AND TRUNK HIGHWAY 63, AT TRUNK HIGHWAY 58 MILE POINT 16.5, 208.0 FT
 DQ7515'(63.4 M) WEST OF TRUNK HIGHWAY 58, 25.0 FT (7.6 M) NORTH OF 320TH
 DQ7515'STREET, 2.0 FT (0.6 M) EAST OF A POWER POLE WITH A GUY WIRE, 1.0 FT
 DQ7515'(0.3 M) SOUTH OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 PP3323 ***********************************************************************
 PP3323  DESIGNATION -  2510 AE
 PP3323  PID         -  PP3323
 PP3323  STATE/COUNTY-  MN/GOODHUE
 PP3323  COUNTRY     -  US
 PP3323  USGS QUAD   -  GOODHUE EAST (2019)
 PP3323
 PP3323                         *CURRENT SURVEY CONTROL
 PP3323  ______________________________________________________________________
 PP3323* NAD 83(2011) POSITION- 44 29 28.87143(N) 092 33 02.02999(W)   ADJUSTED
 PP3323* NAD 83(2011) ELLIP HT-   215.460 (meters)        (06/27/12)   ADJUSTED
 PP3323* NAD 83(2011) EPOCH   -  2010.00
 PP3323* NAVD 88 ORTHO HEIGHT -   245.643 (meters)      805.91  (feet) ADJUSTED
 PP3323  ______________________________________________________________________
 PP3323  GEOID HEIGHT    -        -30.180 (meters)                     GEOID18
 PP3323  NAD 83(2011) X  -   -202,815.048 (meters)                     COMP
 PP3323  NAD 83(2011) Y  - -4,553,020.383 (meters)                     COMP
 PP3323  NAD 83(2011) Z  -  4,447,353.806 (meters)                     COMP
 PP3323  LAPLACE CORR    -         -2.06  (seconds)                    DEFLEC18
 PP3323  DYNAMIC HEIGHT  -        245.604 (meters)      805.79  (feet) COMP
 PP3323  MODELED GRAVITY -    980,453.5   (mgal)                       NAVD 88
 PP3323
 PP3323  VERT ORDER      -  SECOND    CLASS I
 PP3323
 PP3323  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 PP3323  Standards:
 PP3323         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 PP3323            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 PP3323  -------------------------------------------------------------------
 PP3323  NETWORK    0.64   0.74           0.28   0.24   0.38     -0.15504205
 PP3323  -------------------------------------------------------------------
 PP3323  Click here for local accuracies and other accuracy information.
 PP3323
 PP3323.The horizontal coordinates were established by GPS observations
 PP3323.and adjusted by the National Geodetic Survey in June 2012.
 PP3323
 PP3323.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 PP3323.been affixed to the stable North American tectonic plate. See 
 PP3323.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 PP3323
 PP3323.The horizontal coordinates are valid at the epoch date displayed above
 PP3323.which is a decimal equivalence of Year/Month/Day.
 PP3323
 PP3323.The orthometric height was determined by differential leveling and
 PP3323.adjusted by the NATIONAL GEODETIC SURVEY
 PP3323.in May 2019.
 PP3323
 PP3323.Significant digits in the geoid height do not necessarily reflect accuracy.
 PP3323.GEOID18 height accuracy estimate available here.
 PP3323
 PP3323.Click photographs - Photos may exist 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 DEFLEC18 derived deflections.
 PP3323
 PP3323.The ellipsoidal height was determined by GPS observations
 PP3323.and is referenced to NAD 83.
 PP3323
 PP3323.The dynamic height is computed by dividing the NAVD 88
 PP3323.geopotential number by the normal gravity value computed on the
 PP3323.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP3323.degrees latitude (g = 980.6199 gals.).
 PP3323
 PP3323.The modeled gravity was interpolated from observed gravity values.
 PP3323
 PP3323. The following values were computed from the NAD 83(2011) position.
 PP3323
 PP3323;                    North         East     Units Scale Factor Converg.
 PP3323;SPC MN S     -   266,728.222   915,275.028   MT  0.99992206   +1 00 57.4
 PP3323;SPC MN S     -   875,090.84  3,002,864.82   sFT  0.99992206   +1 00 57.4
 PP3323;UTM  15      - 4,926,546.932   535,734.447   MT  0.99961570   +0 18 53.9
 PP3323
 PP3323!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PP3323!SPC MN S     -   0.99996622  x   0.99992206  =   0.99988828
 PP3323!UTM  15      -   0.99996622  x   0.99961570  =   0.99958193
 PP3323
 PP3323_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWK3573426546(NAD 83)
 PP3323
 PP3323                          SUPERSEDED SURVEY CONTROL
 PP3323
 PP3323  NAD 83(2007)-  44 29 28.87118(N)    092 33 02.03075(W) AD(2002.00) 0
 PP3323  ELLIP H (02/10/07)  215.483  (m)                       GP(2002.00)    
 PP3323  NAD 83(1996)-  44 29 28.87080(N)    092 33 02.03031(W) AD(       ) 1
 PP3323  ELLIP H (11/24/04)  215.519  (m)                       GP(       ) 4 1
 PP3323  NAVD 88             245.64   (m)          805.9    (f) LEVELING    3  
 PP3323  NAVD 88 (06/15/95)  245.635  (m)          805.89   (f) SUPERSEDED  2 1
 PP3323
 PP3323.Superseded values are not recommended for survey control.
 PP3323
 PP3323.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PP3323.See file dsdata.pdf to determine how the superseded data were derived.
 PP3323
 PP3323_MARKER: DV = VERTICAL CONTROL DISK
 PP3323_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 PP3323_SP_SET: BRIDGE ABUTMENT
 PP3323_STAMPING: 2510 AE 1984
 PP3323_MARK LOGO: MNHD
 PP3323_MAGNETIC: N = NO MAGNETIC MATERIAL
 PP3323_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PP3323_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 PP3323+SATELLITE: SATELLITE OBSERVATIONS - October 04, 2023
 PP3323
 PP3323  HISTORY     - Date     Condition        Report By
 PP3323  HISTORY     - 1984     MONUMENTED       MNDT
 PP3323  HISTORY     - 20010331 GOOD             NGS
 PP3323  HISTORY     - 20030920 GOOD             USPSQD
 PP3323  HISTORY     - 20040610 GOOD             MNDT
 PP3323  HISTORY     - 20081104 GOOD             MNDT
 PP3323  HISTORY     - 20170404 GOOD             MNDT
 PP3323  HISTORY     - 20231004 GOOD             MNDT
 PP3323
 PP3323                          STATION DESCRIPTION
 PP3323
 PP3323'DESCRIBED BY MN DEPT OF TRANSP 1984
 PP3323'5.2 MI SOUTH FROM RED WING.
 PP3323'THE MARK IS LOCATED ABOUT 5-1/4 MILES SOUTH OF THE CITY OF RED WING
 PP3323'IN THE SOUTHEAST 1/4 OF SECTION 24, T112N, R15W, 6.6 MILES SOUTHEAST
 PP3323'ALONG TRUNK HIGHWAY 58 FROM ITS JUNCTION WITH TRUNK HIGHWAYS 61 AND
 PP3323'63 IN RED WING THENCE WEST FOR 0.2 MILE ALONG A GRAVEL ROAD (HAY
 PP3323'CREEK) TO A BRIDGE, 18.0 FEET SOUTH OF THE CENTER OF THE GRAVEL ROAD.
 PP3323'THE MARK, A STANDARD MNDT VERTICAL CONTROL MONUMENT DISK
 PP3323'STAMPED---2510 AE 1984---, IS SET IN A DRILL HOLE IN THE ABUTMENT AT
 PP3323'THE SOUTHEAST CORNER OF BRIDGE NUMBER 25528 (OVER HAY CREEK).
 PP3323
 PP3323                          STATION RECOVERY (2001)
 PP3323
 PP3323'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 PP3323'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 PP3323
 PP3323                          STATION RECOVERY (2003)
 PP3323
 PP3323'RECOVERY NOTE BY US POWER SQUADRON 2003 (NM)
 PP3323'RECOVERED IN GOOD CONDITION.
 PP3323
 PP3323                          STATION RECOVERY (2004)
 PP3323
 PP3323'RECOVERY NOTE BY MN DEPT OF TRANSP 2004 (KNB)
 PP3323'6.45 MILES SOUTH OF RED WING ALONG TRUNK HIGHWAY 58 FROM JUNCTION OF
 PP3323'TRUNK HIGHWAY 58 AND AND TRUNK HIGHWAY 61 IN RED WING TO TRUNK HIGHWAY
 PP3323'58 MILEPOINT 17.1, 0.2 MILES WEST OF TRUNK HIGHWAY 58 ALONG HAY CREEK
 PP3323'ROAD, IN SOUTHEAST CORNER OF HAY CREEK ROAD BRIDGE 25528 OVER HAY
 PP3323'CREEK, 18 FEET SOUTH OF HAY CREEK ROAD
 PP3323
 PP3323                          STATION RECOVERY (2008)
 PP3323
 PP3323'RECOVERY NOTE BY MN DEPT OF TRANSP 2008 (MDL)
 PP3323'RECOVERED AS DESCRIBED.
 PP3323
 PP3323                          STATION RECOVERY (2017)
 PP3323
 PP3323'RECOVERY NOTE BY MN DEPT OF TRANSP 2017 (KMS)
 PP3323'RECOVERED AS DESCRIBED.
 PP3323
 PP3323                          STATION RECOVERY (2023)
 PP3323
 PP3323'RECOVERY NOTE BY MN DEPT OF TRANSP 2023 (MJS)
 PP3323'5.2 MI (8.4 KM) SOUTH OF RED WING, 6.6 MI (10.6 KM) SOUTH ALONG TRUNK
 PP3323'HIGHWAY 58 FROM THE JUNCTION OF TRUNK HIGHWAY 58 AND TRUNK HIGHWAY 61
 PP3323'IN RED WING TO TRUNK HIGHWAY 58 MILE POINT 17.1, THEN 0.2 MI (0.3 KM)
 PP3323'WEST ON HAY CREEK TRAIL, IN THE SOUTHWEST ABUTMENT OF HAY CREEK TRAIL
 PP3323'BRIDGE NUMBER 25528 OVER HAY CREEK, 18.0 FT (5.5 M) WEST OF HAY CREEK
 PP3323'TRAIL. THE SURVEY MARK HAS BEEN DEEMED UNSAFE DUE TO FALL RISK AND HAS
 PP3323'BEEN ABANDONED FOR MNDOT GEODETIC USE.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 PP3324 ***********************************************************************
 PP3324  DESIGNATION -  2510 AF
 PP3324  PID         -  PP3324
 PP3324  STATE/COUNTY-  MN/GOODHUE
 PP3324  COUNTRY     -  US
 PP3324  USGS QUAD   -  GOODHUE EAST (2019)
 PP3324
 PP3324                         *CURRENT SURVEY CONTROL
 PP3324  ______________________________________________________________________
 PP3324* NAD 83(1986) POSITION- 44 29 39.57   (N) 092 32 28.98   (W)   HD_HELD1
 PP3324* NAVD 88 ORTHO HEIGHT -   261.685 (meters)      858.54  (feet) ADJUSTED
 PP3324  ______________________________________________________________________
 PP3324  GEOID HEIGHT    -        -30.188 (meters)                     GEOID18
 PP3324  DYNAMIC HEIGHT  -        261.643 (meters)      858.41  (feet) COMP
 PP3324  MODELED GRAVITY -    980,454.6   (mgal)                       NAVD 88
 PP3324
 PP3324  VERT ORDER      -  SECOND    CLASS I
 PP3324
 PP3324.The horizontal coordinates were determined by differentially corrected
 PP3324.hand held GPS observations or other comparable positioning techniques
 PP3324.and have an estimated accuracy of +/- 3 meters.
 PP3324
 PP3324.The orthometric height was determined by differential leveling and
 PP3324.adjusted by the NATIONAL GEODETIC SURVEY
 PP3324.in May 2019.
 PP3324
 PP3324.Significant digits in the geoid height do not necessarily reflect accuracy.
 PP3324.GEOID18 height accuracy estimate available here.
 PP3324
 PP3324.Click photographs - Photos may exist for this station.
 PP3324
 PP3324.The dynamic height is computed by dividing the NAVD 88
 PP3324.geopotential number by the normal gravity value computed on the
 PP3324.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP3324.degrees latitude (g = 980.6199 gals.).
 PP3324
 PP3324.The modeled gravity was interpolated from observed gravity values.
 PP3324
 PP3324;                    North         East    Units  Estimated Accuracy
 PP3324;SPC MN S     -   267,071.4     915,999.2     MT  (+/- 3 meters HH1 GPS) 
 PP3324
 PP3324_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWK3646226881(NAD 83)
 PP3324
 PP3324                          SUPERSEDED SURVEY CONTROL
 PP3324
 PP3324  NAVD 88 (06/15/95)  261.681  (m)          858.53   (f) SUPERSEDED  2 1
 PP3324
 PP3324.Superseded values are not recommended for survey control.
 PP3324
 PP3324.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PP3324.See file dsdata.pdf to determine how the superseded data were derived.
 PP3324
 PP3324_MARKER: DV = VERTICAL CONTROL DISK
 PP3324_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 PP3324_STAMPING: 2510 AF 1984
 PP3324_MARK LOGO: MNDT
 PP3324_PROJECTION: FLUSH
 PP3324_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 PP3324_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PP3324_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 PP3324+SATELLITE: SATELLITE OBSERVATIONS - October 04, 2023
 PP3324
 PP3324  HISTORY     - Date     Condition        Report By
 PP3324  HISTORY     - 19840501 MONUMENTED       MNDT
 PP3324  HISTORY     - 20010331 GOOD             NGS
 PP3324  HISTORY     - 20030920 GOOD             USPSQD
 PP3324  HISTORY     - 20081104 GOOD             MNDT
 PP3324  HISTORY     - 20170403 GOOD             MNDT
 PP3324  HISTORY     - 20231004 GOOD             MNDT
 PP3324
 PP3324                          STATION DESCRIPTION
 PP3324
 PP3324'DESCRIBED BY MN DEPT OF TRANSP 1984
 PP3324'5.0 MI SOUTH FROM RED WING.
 PP3324'THE MARK IS LOCATED ABOUT 5 MILES SOUTH OF THE CITY OF RED WING IN
 PP3324'THE NORTHWEST 1/4 OF SECTION 19, T112N, R14W, 6.15 MILES SOUTHWEST
 PP3324'ALONG TRUNK HIGHWAY 58 FROM ITS JUNCTION WITH TRUNK HIGHWAYS 61 AND
 PP3324'63 IN RED WING, 103 FEET WEST OF THE CENTERLINE OF HIGHWAY 58 AT
 PP3324'MILEPOINT 17.5, 11.0 FEET SOUTH OF THE CENTER OF AN ENTRANCE, 15.0
 PP3324'FEET NORTH OF A ROW OF PINE TREES, 10.3 FEET WEST OF AN 8 INCH TWIN
 PP3324'PINE TREE, AND 1.1 FEET NORTH OF A STEEL WITNESS POST.  THE MARK, A
 PP3324'STANDARD ALUMINUM VERTICAL CONTROL MONUMENT DISK STAMPED---2510 AF
 PP3324'1984---, IS FASTENED TO THE TOP OF A DRIVEN (TO REFUSAL) 5/8 INCH
 PP3324'DIAMETER BY 17 FOOT LONG ALUMINUM ALLOY ROD, AND PROJECTS 0.1 FOOT
 PP3324'ABOVE THE GROUND.  A MAGNET IN THE DISK MAKES THE MARK MAGNETIC.
 PP3324
 PP3324                          STATION RECOVERY (2001)
 PP3324
 PP3324'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 PP3324'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 PP3324
 PP3324                          STATION RECOVERY (2003)
 PP3324
 PP3324'RECOVERY NOTE BY US POWER SQUADRON 2003 (NM)
 PP3324'RECOVERED IN GOOD CONDITION.
 PP3324
 PP3324                          STATION RECOVERY (2008)
 PP3324
 PP3324'RECOVERY NOTE BY MN DEPT OF TRANSP 2008 (MDL)
 PP3324'RECOVERED AS DESCRIBED.
 PP3324
 PP3324                          STATION RECOVERY (2017)
 PP3324
 PP3324'RECOVERY NOTE BY MN DEPT OF TRANSP 2017 (KMS)
 PP3324'THE MARK IS LOCATED ABOUT 5.0 MI (8.0 KM) SOUTH OF RED WING.
 PP3324'
 PP3324'TO REACH THE MARK GO 6.15 MI (9.90 KM) SOUTHWEST ALONG TRUNK HIGHWAY
 PP3324'58 FROM THE JUNCTION OF TRUNK HIGHWAY 58-TRUNK HIGHWAY 61 AND TRUNK
 PP3324'HIGHWAY 63 IN RED WING, AT TRUNK HIGHWAY 58 MILE POINT 17.5.
 PP3324'
 PP3324'THE MARK IS LOCATED 103 FT (31.4 M) WEST OF TRUNK HIGHWAY 58, 15 FT
 PP3324'(4.6 M) NORTH OF A ROW OF TREES, 11.0 FT (3.4 M) SOUTH OF A DRIVEWAY
 PP3324'NUMBER 31351, 10.3 FT (3.1 M) WEST OF A 8 INCH TWIN PINE TREE, 1.1 FT
 PP3324'(0.3 M) NORTH OF A WITNESS POST.
 PP3324
 PP3324                          STATION RECOVERY (2023)
 PP3324
 PP3324'RECOVERY NOTE BY MN DEPT OF TRANSP 2023 (MJS)
 PP3324'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 PP3325 ***********************************************************************
 PP3325  DESIGNATION -  2510 AG
 PP3325  PID         -  PP3325
 PP3325  STATE/COUNTY-  MN/GOODHUE
 PP3325  COUNTRY     -  US
 PP3325  USGS QUAD   -  RED WING (2019)
 PP3325
 PP3325                         *CURRENT SURVEY CONTROL
 PP3325  ______________________________________________________________________
 PP3325* NAD 83(2011) POSITION- 44 30 22.63964(N) 092 31 52.20760(W)   ADJUSTED
 PP3325* NAD 83(2011) ELLIP HT-   300.536 (meters)        (06/27/12)   ADJUSTED
 PP3325* NAD 83(2011) EPOCH   -  2010.00
 PP3325* NAVD 88 ORTHO HEIGHT -   330.734 (meters)     1085.08  (feet) ADJUSTED
 PP3325  ______________________________________________________________________
 PP3325  GEOID HEIGHT    -        -30.200 (meters)                     GEOID18
 PP3325  NAD 83(2011) X  -   -201,225.105 (meters)                     COMP
 PP3325  NAD 83(2011) Y  - -4,551,987.230 (meters)                     COMP
 PP3325  NAD 83(2011) Z  -  4,448,597.271 (meters)                     COMP
 PP3325  LAPLACE CORR    -         -2.00  (seconds)                    DEFLEC18
 PP3325  DYNAMIC HEIGHT  -        330.684 (meters)     1084.92  (feet) COMP
 PP3325  MODELED GRAVITY -    980,457.9   (mgal)                       NAVD 88
 PP3325
 PP3325  VERT ORDER      -  SECOND    CLASS I
 PP3325
 PP3325  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 PP3325  Standards:
 PP3325         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 PP3325            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 PP3325  -------------------------------------------------------------------
 PP3325  NETWORK    0.77   0.88           0.34   0.28   0.45     -0.14782602
 PP3325  -------------------------------------------------------------------
 PP3325  Click here for local accuracies and other accuracy information.
 PP3325
 PP3325.The horizontal coordinates were established by GPS observations
 PP3325.and adjusted by the National Geodetic Survey in June 2012.
 PP3325
 PP3325.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 PP3325.been affixed to the stable North American tectonic plate. See 
 PP3325.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 PP3325
 PP3325.The horizontal coordinates are valid at the epoch date displayed above
 PP3325.which is a decimal equivalence of Year/Month/Day.
 PP3325
 PP3325.The orthometric height was determined by differential leveling and
 PP3325.adjusted by the NATIONAL GEODETIC SURVEY
 PP3325.in June 1995.
 PP3325
 PP3325.Significant digits in the geoid height do not necessarily reflect accuracy.
 PP3325.GEOID18 height accuracy estimate available here.
 PP3325
 PP3325.Click photographs - Photos may exist 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 DEFLEC18 derived deflections.
 PP3325
 PP3325.The ellipsoidal height was determined by GPS observations
 PP3325.and is referenced to NAD 83.
 PP3325
 PP3325.The dynamic height is computed by dividing the NAVD 88
 PP3325.geopotential number by the normal gravity value computed on the
 PP3325.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP3325.degrees latitude (g = 980.6199 gals.).
 PP3325
 PP3325.The modeled gravity was interpolated from observed gravity values.
 PP3325
 PP3325. The following values were computed from the NAD 83(2011) position.
 PP3325
 PP3325;                    North         East     Units Scale Factor Converg.
 PP3325;SPC MN S     -   268,415.034   916,787.555   MT  0.99992204   +1 01 46.4
 PP3325;SPC MN S     -   880,624.99  3,007,827.17   sFT  0.99992204   +1 01 46.4
 PP3325;UTM  15      - 4,928,214.605   537,267.029   MT  0.99961708   +0 19 43.1
 PP3325
 PP3325!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PP3325!SPC MN S     -   0.99995288  x   0.99992204  =   0.99987492
 PP3325!UTM  15      -   0.99995288  x   0.99961708  =   0.99956998
 PP3325
 PP3325_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWK3726728214(NAD 83)
 PP3325
 PP3325                          SUPERSEDED SURVEY CONTROL
 PP3325
 PP3325  NAD 83(2007)-  44 30 22.63941(N)    092 31 52.20836(W) AD(2002.00) 0
 PP3325  ELLIP H (02/10/07)  300.559  (m)                       GP(2002.00)    
 PP3325  NAD 83(1996)-  44 30 22.63902(N)    092 31 52.20792(W) AD(       ) 1
 PP3325  ELLIP H (11/24/04)  300.594  (m)                       GP(       ) 4 1
 PP3325  NAVD 88             330.73   (m)         1085.1    (f) LEVELING    3  
 PP3325
 PP3325.Superseded values are not recommended for survey control.
 PP3325
 PP3325.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PP3325.See file dsdata.pdf to determine how the superseded data were derived.
 PP3325
 PP3325_MARKER: DV = VERTICAL CONTROL DISK
 PP3325_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 PP3325_STAMPING: 2510 AG 1984
 PP3325_MARK LOGO: MNDT
 PP3325_PROJECTION: RECESSED 30 CENTIMETERS
 PP3325_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 PP3325_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PP3325_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 PP3325+SATELLITE: SATELLITE OBSERVATIONS - April 03, 2017
 PP3325_ROD/PIPE-DEPTH: 10.7 meters
 PP3325
 PP3325  HISTORY     - Date     Condition        Report By
 PP3325  HISTORY     - 1984     MONUMENTED       MNDT
 PP3325  HISTORY     - 20010331 GOOD             NGS
 PP3325  HISTORY     - 20040610 GOOD             MNDT
 PP3325  HISTORY     - 20040918 GOOD             USPSQD
 PP3325  HISTORY     - 20081104 GOOD             MNDT
 PP3325  HISTORY     - 20170403 GOOD             MNDT
 PP3325
 PP3325                          STATION DESCRIPTION
 PP3325
 PP3325'DESCRIBED BY MN DEPT OF TRANSP 1984
 PP3325'4.0 MI SOUTH FROM RED WING.
 PP3325'THE MARK IS LOCATED ABOUT 4 MILES SOUTH OF THE CITY OF RED WING IN
 PP3325'THE SOUTHWEST 1/4 OF SECTION 18, T112N, R14W, 5.15 MILES SOUTHEAST
 PP3325'ALONG TRUNK HIGHWAY 58 FROM ITS JUNCTION WITH TRUNK HIGHWAYS 61 AND
 PP3325'63 IN RED WING, 197.0 FEET NORTHWEST OF THE CENTERLINE OF TRUNK
 PP3325'HIGHWAY 58 AT MILEPOINT 18.5, 42.5 FEET WEST OF AND ABOUT LEVEL WITH
 PP3325'THE CENTER OF A FARM ENTRANCE, 2.2 FEET SOUTH OF A FENCELINE, 1.9
 PP3325'FEET EAST OF A POWER POLE, AND 2.1 FEET WEST OF A STEEL WITNESS POST.
 PP3325'THE MARK, A STANDARD MNDT ALUMINUM VERTICAL CONTROL MONUMENT DISK
 PP3325'STAMPED---2510 AG 1984---, IS FASTENED TO THE TOP OF A DRIVEN (TO
 PP3325'REFUSAL) 5/8 INCH DIAMETER BY 35 FOOT LONG ALUMINUM ALLOY ROD AND IS
 PP3325'FLUSH WITH THE GROUND.  A MAGNET IN THE DISK MAKES THE MARK MAGNETIC.
 PP3325
 PP3325                          STATION RECOVERY (2001)
 PP3325
 PP3325'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 PP3325'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 PP3325
 PP3325                          STATION RECOVERY (2004)
 PP3325
 PP3325'RECOVERY NOTE BY MN DEPT OF TRANSP 2004 (KNB)
 PP3325'4.0 MILES SOUTH OF RED WING, 5.15 MILES SOUTHEAST OF JUNCTION OF TRUNK
 PP3325'HIGHWAY 58-TRUNK HIGHWAY 61 AND TRUNK HIGHWAY 63, AT TRUNK HIGHWAY 58
 PP3325'MILEPOINT 18.5, 197 FEET NORTHWEST OF TRUNK HIGHWAY 58, 42.5 FEET WEST
 PP3325'OF DRIVEWAY, 8 FEET WEST OF POWER POLE, 2.2 FEET SOUTH OF FENCELINE,
 PP3325'2.1 FEET WEST OF WITNESS POST
 PP3325
 PP3325                          STATION RECOVERY (2004)
 PP3325
 PP3325'RECOVERY NOTE BY US POWER SQUADRON 2004 (DP)
 PP3325'RECOVERED IN GOOD CONDITION.
 PP3325
 PP3325                          STATION RECOVERY (2008)
 PP3325
 PP3325'RECOVERY NOTE BY MN DEPT OF TRANSP 2008 (MDL)
 PP3325'RECOVERED AS DESCRIBED.
 PP3325
 PP3325                          STATION RECOVERY (2017)
 PP3325
 PP3325'RECOVERY NOTE BY MN DEPT OF TRANSP 2017 (KMS)
 PP3325'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 PP3327 ***********************************************************************
 PP3327  DESIGNATION -  2510 AJ
 PP3327  PID         -  PP3327
 PP3327  STATE/COUNTY-  MN/GOODHUE
 PP3327  COUNTRY     -  US
 PP3327  USGS QUAD   -  RED WING (2019)
 PP3327
 PP3327                         *CURRENT SURVEY CONTROL
 PP3327  ______________________________________________________________________
 PP3327* NAD 83(1986) POSITION- 44 31 48.41   (N) 092 31 19.08   (W)   HD_HELD1
 PP3327* NAVD 88 ORTHO HEIGHT -   316.824 (meters)     1039.45  (feet) ADJUSTED
 PP3327  ______________________________________________________________________
 PP3327  GEOID HEIGHT    -        -30.216 (meters)                     GEOID18
 PP3327  DYNAMIC HEIGHT  -        316.778 (meters)     1039.30  (feet) COMP
 PP3327  MODELED GRAVITY -    980,464.6   (mgal)                       NAVD 88
 PP3327
 PP3327  VERT ORDER      -  SECOND    CLASS I
 PP3327
 PP3327.The horizontal coordinates were determined by differentially corrected
 PP3327.hand held GPS observations or other comparable positioning techniques
 PP3327.and have an estimated accuracy of +/- 3 meters.
 PP3327
 PP3327.The orthometric height was determined by differential leveling and
 PP3327.adjusted by the NATIONAL GEODETIC SURVEY
 PP3327.in June 1995.
 PP3327
 PP3327.Significant digits in the geoid height do not necessarily reflect accuracy.
 PP3327.GEOID18 height accuracy estimate available here.
 PP3327
 PP3327.Click photographs - Photos may exist for this station.
 PP3327
 PP3327.The dynamic height is computed by dividing the NAVD 88
 PP3327.geopotential number by the normal gravity value computed on the
 PP3327.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP3327.degrees latitude (g = 980.6199 gals.).
 PP3327
 PP3327.The modeled gravity was interpolated from observed gravity values.
 PP3327
 PP3327;                    North         East    Units  Estimated Accuracy
 PP3327;SPC MN S     -   271,075.1     917,471.3     MT  (+/- 3 meters HH1 GPS) 
 PP3327
 PP3327_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWK3798330865(NAD 83)
 PP3327
 PP3327                          SUPERSEDED SURVEY CONTROL
 PP3327
 PP3327.No superseded survey control is available for this station.
 PP3327
 PP3327_MARKER: DV = VERTICAL CONTROL DISK
 PP3327_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 PP3327_STAMPING: 2510 AJ 1984
 PP3327_MARK LOGO: MNDT
 PP3327_PROJECTION: FLUSH
 PP3327_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 PP3327_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PP3327_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PP3327+SATELLITE: SATELLITE OBSERVATIONS - October 04, 2023
 PP3327
 PP3327  HISTORY     - Date     Condition        Report By
 PP3327  HISTORY     - 19840501 MONUMENTED       MNDT
 PP3327  HISTORY     - 20010331 GOOD             NGS
 PP3327  HISTORY     - 20030920 MARK NOT FOUND   USPSQD
 PP3327  HISTORY     - 20081104 GOOD             MNDT
 PP3327  HISTORY     - 20170403 GOOD             MNDT
 PP3327  HISTORY     - 20231004 GOOD             MNDT
 PP3327
 PP3327                          STATION DESCRIPTION
 PP3327
 PP3327'DESCRIBED BY MN DEPT OF TRANSP 1984
 PP3327'2.5 MI SOUTH FROM RED WING.
 PP3327'THE MARK IS LOCATED ABOUT 2-1/2 MILES SOUTH OF THE CITY OF RED WING
 PP3327'IN THE SOUTHWEST 1/4 OF SECTION 5, T112N, R14W, 3.2 MILES SOUTHEAST
 PP3327'ALONG TRUNK HIGHWAY 58 FROM ITS JUNCTION WITH TRUNK HIGHWAYS 61 AND
 PP3327'63 IN RED WING, 145.5 FEET EAST OF AND ABOUT 2 FEET LOWER THAN THE
 PP3327'CENTERLINE OF HIGHWAY 58 AT MILEPOINT 20.45, 35.5 FEET SOUTH OF THE
 PP3327'CENTER OF A GRAVEL ROAD (COUNTY ROAD 45), 11.7 FEET NORTH OF A FENCE
 PP3327'LINE, 2.0 FEET WEST-SOUTHWEST OF A POWER POLE WITH A GUY WIRE, 46.5
 PP3327'FEET EAST-NORTHEAST OF THE EAST POST OF A GATE, AND 1.5 FEET SOUTH OF
 PP3327'A STEEL WITNESS POST.  THE MARK, A STANDARD MNDT ALUMINUM VERTICAL
 PP3327'CONTROL MONUMENT DISK STAMPED---2510 AJ 1984---, IS FASTENED TO THE
 PP3327'TOP OF A DRIVEN (TO REFUSAL) 5/8 INCH DIAMETER BY 25 FOOT LONG
 PP3327'ALUMINUM ALLOY ROD AND PROJECTS 0.1 FOOT ABOVE THE GROUND.  A MAGNET
 PP3327'IN THE DISK MAKES THE MARK MAGNETIC.
 PP3327
 PP3327                          STATION RECOVERY (2001)
 PP3327
 PP3327'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 PP3327'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 PP3327
 PP3327                          STATION RECOVERY (2003)
 PP3327
 PP3327'RECOVERY NOTE BY US POWER SQUADRON 2003 (NM)
 PP3327'SUBSTANTIAL ROAD CONSTRUCTION IN AREA AND REALIGNMENT OF HIGHWAY 58.
 PP3327'SUSPECT MARK IS BURIED OR DESTROYED.
 PP3327
 PP3327                          STATION RECOVERY (2008)
 PP3327
 PP3327'RECOVERY NOTE BY MN DEPT OF TRANSP 2008 (MDL)
 PP3327'RECOVERED AS DESCRIBED.
 PP3327
 PP3327                          STATION RECOVERY (2017)
 PP3327
 PP3327'RECOVERY NOTE BY MN DEPT OF TRANSP 2017 (KMS)
 PP3327'THE MARK IS LOCATED ABOUT 2.5 MI (4.0 KM) SOUTH OF RED WING.
 PP3327'
 PP3327'TO REACH THE MARK GO 3.2 MI (5.1 KM) SOUTHEAST ALONG TRUNK HIGHWAY 58
 PP3327'FROM THE JUNCTION TRUNK HIGHWAY 58/TRUNK HIGHWAY 61 AND TRUNK HIGHWAY
 PP3327'63 IN RED WING, AT TRUNK HIGHWAY 58 MILE POINT 20.45.
 PP3327'
 PP3327'THE MARK IS LOCATED 180 FT (54.9 M) EAST OF NORTHBOUND TRUNK HIGHWAY
 PP3327'58, 45.5 FT (13.9 M) SOUTH OF QUARRY LANE, 2.0 FT (0.6 M)
 PP3327'WEST-SOUTHWEST OF A POWER POLE NUMBER 7810BB25, 1.5 FT (0.5 M) SOUTH
 PP3327'OF A WITNESS POST.
 PP3327
 PP3327                          STATION RECOVERY (2023)
 PP3327
 PP3327'RECOVERY NOTE BY MN DEPT OF TRANSP 2023 (MJS)
 PP3327'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 PP3329 ***********************************************************************
 PP3329  DESIGNATION -  2510 AL
 PP3329  PID         -  PP3329
 PP3329  STATE/COUNTY-  MN/GOODHUE
 PP3329  COUNTRY     -  US
 PP3329  USGS QUAD   -  RED WING (2019)
 PP3329
 PP3329                         *CURRENT SURVEY CONTROL
 PP3329  ______________________________________________________________________
 PP3329* NAD 83(2011) POSITION- 44 33 24.64796(N) 092 31 14.52942(W)   ADJUSTED
 PP3329* NAD 83(2011) ELLIP HT-   214.487 (meters)        (07/29/14)   ADJUSTED
 PP3329* NAD 83(2011) EPOCH   -  2010.00
 PP3329* NAVD 88 ORTHO HEIGHT -   244.729 (meters)      802.92  (feet) ADJUSTED
 PP3329  ______________________________________________________________________
 PP3329  GEOID HEIGHT    -        -30.240 (meters)                     GEOID18
 PP3329  NAD 83(2011) X  -   -200,217.608 (meters)                     COMP
 PP3329  NAD 83(2011) Y  - -4,548,026.281 (meters)                     COMP
 PP3329  NAD 83(2011) Z  -  4,452,542.045 (meters)                     COMP
 PP3329  LAPLACE CORR    -         -2.29  (seconds)                    DEFLEC18
 PP3329  DYNAMIC HEIGHT  -        244.694 (meters)      802.80  (feet) COMP
 PP3329  MODELED GRAVITY -    980,471.0   (mgal)                       NAVD 88
 PP3329
 PP3329  VERT ORDER      -  SECOND    CLASS I
 PP3329
 PP3329  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 PP3329  Standards:
 PP3329         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 PP3329            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 PP3329  -------------------------------------------------------------------
 PP3329  NETWORK    0.68   1.71           0.30   0.25   0.87     -0.04946791
 PP3329  -------------------------------------------------------------------
 PP3329  Click here for local accuracies and other accuracy information.
 PP3329
 PP3329.The horizontal coordinates were established by GPS observations
 PP3329.and adjusted by the MN DEPT OF TRANSP in July 2014.
 PP3329
 PP3329.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 PP3329.been affixed to the stable North American tectonic plate. See 
 PP3329.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 PP3329
 PP3329.The horizontal coordinates are valid at the epoch date displayed above
 PP3329.which is a decimal equivalence of Year/Month/Day.
 PP3329
 PP3329.The orthometric height was determined by differential leveling and
 PP3329.adjusted by the NATIONAL GEODETIC SURVEY
 PP3329.in May 2019.
 PP3329
 PP3329.Significant digits in the geoid height do not necessarily reflect accuracy.
 PP3329.GEOID18 height accuracy estimate available here.
 PP3329
 PP3329.Click photographs - Photos may exist for this station.
 PP3329
 PP3329.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 PP3329
 PP3329.The Laplace correction was computed from DEFLEC18 derived deflections.
 PP3329
 PP3329.The ellipsoidal height was determined by GPS observations
 PP3329.and is referenced to NAD 83.
 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. The following values were computed from the NAD 83(2011) position.
 PP3329
 PP3329;                    North         East     Units Scale Factor Converg.
 PP3329;SPC MN S     -   274,046.806   917,517.977   MT  0.99992250   +1 02 12.8
 PP3329;SPC MN S     -   899,101.90  3,010,223.56   sFT  0.99992250   +1 02 12.8
 PP3329;UTM  15      - 4,933,835.309   538,066.029   MT  0.99961782   +0 20 10.6
 PP3329
 PP3329!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PP3329!SPC MN S     -   0.99996637  x   0.99992250  =   0.99988887
 PP3329!UTM  15      -   0.99996637  x   0.99961782  =   0.99958420
 PP3329
 PP3329_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWK3806633835(NAD 83)
 PP3329
 PP3329                          SUPERSEDED SURVEY CONTROL
 PP3329
 PP3329  NAVD 88 (06/15/95)  244.724  (m)          802.90   (f) SUPERSEDED  2 1
 PP3329
 PP3329.Superseded values are not recommended for survey control.
 PP3329
 PP3329.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PP3329.See file dsdata.pdf to determine how the superseded data were derived.
 PP3329
 PP3329_MARKER: DV = VERTICAL CONTROL DISK
 PP3329_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 PP3329_STAMPING: 2510 AL 1984
 PP3329_MARK LOGO: MNDT
 PP3329_PROJECTION: RECESSED 5 CENTIMETERS
 PP3329_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 PP3329_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PP3329_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PP3329+SATELLITE: SATELLITE OBSERVATIONS - October 16, 2023
 PP3329
 PP3329  HISTORY     - Date     Condition        Report By
 PP3329  HISTORY     - 19840501 MONUMENTED       MNDT
 PP3329  HISTORY     - 20010331 GOOD             NGS
 PP3329  HISTORY     - 20030920 GOOD             USPSQD
 PP3329  HISTORY     - 20081104 GOOD             MNDT
 PP3329  HISTORY     - 20110725 GOOD             MNDT
 PP3329  HISTORY     - 20170403 GOOD             MNDT
 PP3329  HISTORY     - 20200422 GOOD             MNDT
 PP3329  HISTORY     - 20231016 GOOD             MNDT
 PP3329
 PP3329                          STATION DESCRIPTION
 PP3329
 PP3329'DESCRIBED BY MN DEPT OF TRANSP 1984
 PP3329'IN RED WING.
 PP3329'THE MARK IS LOCATED IN THE CITY OF RED WING IN THE NORTHEAST 1/4 OF
 PP3329'SECTION 32, T113N, R14W, 0.9 MILE SOUTHEAST ALONG TRUNK HIGHWAY 58
 PP3329'FROM ITS JUNCTION WITH TRUNK HIGHWAYS 61 AND 63 IN RED WING TO ITS
 PP3329'JUNCTION WITH 15TH STREET THENCE SOUTH-SOUTHWEST 1 BLOCK ALONG 15TH
 PP3329'STREET TO ITS INTERSECTION WITH SOUTH PARK STREET, 69.0 FEET
 PP3329'SOUTH-SOUTHWEST OF THE CENTERLINE OF SOUTH PARK STREET, 235 FEET
 PP3329'EAST-SOUTHEAST OF THE CENTERLINE OF 15TH STREET, 52.4 FEET
 PP3329'SOUTH-SOUTHWEST OF A POWER POLE, 39.8 FEET SOUTH-SOUTHWEST OF A POWER
 PP3329'POLE, 39.8 FEET SOUTH OF A 48 INCH ELM TREE, 23.1 FEET EAST-SOUTHEAST
 PP3329'OF A STEEL POST FOR A BASKETBALL BACKBOARD, AND 1.8 FEET NORTHWEST OF
 PP3329'A STEEL FENCE POST.  THE MARK, A STANDARD MNDT ALUMINUM VERTICAL
 PP3329'CONTROL MONUMENT DISK STAMPED---2510 AL MNDT---, IS FASTENED TO THE
 PP3329'TOP OF A DRIVEN (TO REFUSAL) 5/8 INCH DIAMETER BY 15 FOOT LONG
 PP3329'ALUMINUM ALLOY ROD AND IS FLUSH WITH THE GROUND.  A MAGNET IN THE
 PP3329'DISK MAKES THE MARK MAGNETIC.
 PP3329
 PP3329                          STATION RECOVERY (2001)
 PP3329
 PP3329'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 PP3329'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 PP3329
 PP3329                          STATION RECOVERY (2003)
 PP3329
 PP3329'RECOVERY NOTE BY US POWER SQUADRON 2003 (NM)
 PP3329'RECOVERED IN GOOD CONDITION.
 PP3329
 PP3329                          STATION RECOVERY (2008)
 PP3329
 PP3329'RECOVERY NOTE BY MN DEPT OF TRANSP 2008 (MDL)
 PP3329'RECOVERED AS DESCRIBED.
 PP3329
 PP3329                          STATION RECOVERY (2011)
 PP3329
 PP3329'RECOVERY NOTE BY MN DEPT OF TRANSP 2011 (PJG)
 PP3329'THE MARK IS IN RED WING, 0.9 MILE SOUTHEAST AND 1 BLOCK
 PP3329'SOUTH-SOUTHWEST OF JUNCTION TRUNK HIGHWAY 58 TRUNK HIGHWAY 61 AND
 PP3329'TRUNK HIGHWAY 63, 235 FEET EAST-SOUTHEAST OF 15TH STREET, 69.0 FEET
 PP3329'SOUTH-SOUTHWEST OF SOUTH PARK STREET, 61.6 FEET NORTHEAST OF
 PP3329'BASKETBALL POST, 52.4 FEET SOUTH-SOUTHWEST OF POWER POLE, 1.8 FEET
 PP3329'NORTHWEST OF FENCE POST WITH WITNESS POST.
 PP3329'
 PP3329'NOTE-ROD DEPTH IS REPORTED TO BE 15 FEET.
 PP3329
 PP3329                          STATION RECOVERY (2017)
 PP3329
 PP3329'RECOVERY NOTE BY MN DEPT OF TRANSP 2017 (KMS)
 PP3329'THE MARK IS LOCATED ABOUT IN RED WING.
 PP3329'
 PP3329'TO REACH THE MARK GO 0.9 MI (1.4 KM) SOUTHEAST ALONG TRUNK HIGHWAY 58
 PP3329'FROM THE JUNCTION TRUNK HIGHWAY 58 AND TRUNK HIGHWAY 61 IN RED WING,
 PP3329'THEN 0.05 MI (0.08 KM) SOUTH-SOUTHWEST ON 13TH STREET, THEN 0.05 MI
 PP3329'(0.08 KM) EAST-SOUTHEAST ON SOUTH PARK STREET.
 PP3329'
 PP3329'THE MARK IS LOCATED 69.0 FT (21.0 M) SOUTH-SOUTHWEST OF SOUTH PARK
 PP3329'STREET, 61.6 FT (18.8 M) NORTHEAST OF A BASKETBALL POST, 52.4 FT (16.0
 PP3329'M) SOUTH-SOUTHWEST OF A POWER POLE, 1.8 FT (0.5 M) NORTHWEST OF A
 PP3329'FENCE POST WITH A WITNESS POST.
 PP3329
 PP3329                          STATION RECOVERY (2020)
 PP3329
 PP3329'RECOVERY NOTE BY MN DEPT OF TRANSP 2020 (SEL)
 PP3329'RECOVERED IN GOOD CONDITION.
 PP3329
 PP3329                          STATION RECOVERY (2023)
 PP3329
 PP3329'RECOVERY NOTE BY MN DEPT OF TRANSP 2023 (MJS)
 PP3329'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DQ7542 ***********************************************************************
 DQ7542  DESIGNATION -  2510 AM
 DQ7542  PID         -  DQ7542
 DQ7542  STATE/COUNTY-  MN/GOODHUE
 DQ7542  COUNTRY     -  US
 DQ7542  USGS QUAD   -  ZUMBROTA (2019)
 DQ7542
 DQ7542                         *CURRENT SURVEY CONTROL
 DQ7542  ______________________________________________________________________
 DQ7542* NAD 83(2011) POSITION- 44 17 02.47440(N) 092 40 08.33411(W)   ADJUSTED
 DQ7542* NAD 83(2011) ELLIP HT-   284.961 (meters)        (07/24/25)   ADJUSTED
 DQ7542* NAD 83(2011) EPOCH   -  2010.00
 DQ7542* NAVD 88 ORTHO HEIGHT -   314.902 (meters)     1033.14  (feet) ADJUSTED
 DQ7542  ______________________________________________________________________
 DQ7542  GEOID HEIGHT    -        -29.951 (meters)                     GEOID18
 DQ7542  NAD 83(2011) X  -   -212,977.489 (meters)                     COMP
 DQ7542  NAD 83(2011) Y  - -4,568,740.071 (meters)                     COMP
 DQ7542  NAD 83(2011) Z  -  4,430,937.763 (meters)                     COMP
 DQ7542  LAPLACE CORR    -         -3.93  (seconds)                    DEFLEC18
 DQ7542  DYNAMIC HEIGHT  -        314.844 (meters)     1032.95  (feet) COMP
 DQ7542  MODELED GRAVITY -    980,426.3   (mgal)                       NAVD 88
 DQ7542
 DQ7542  VERT ORDER      -  SECOND    CLASS I
 DQ7542
 DQ7542  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DQ7542  Standards:
 DQ7542         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DQ7542            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DQ7542  -------------------------------------------------------------------
 DQ7542  NETWORK    0.34   0.51           0.15   0.13   0.26     -0.05941799
 DQ7542  -------------------------------------------------------------------
 DQ7542  Click here for local accuracies and other accuracy information.
 DQ7542
 DQ7542.The horizontal coordinates were established by GPS observations
 DQ7542.and adjusted by the MN DEPT OF TRANSP in July 2025.
 DQ7542
 DQ7542.Refers to NAD 83 (2011) epoch 2010.00 coordinates where the reference 
 DQ7542.frame has been affixed to the stable North American tectonic plate 
 DQ7542
 DQ7542.The horizontal coordinates are valid at the epoch date displayed above
 DQ7542.which is a decimal equivalence of Year/Month/Day.
 DQ7542
 DQ7542.The orthometric height was determined by differential leveling and
 DQ7542.adjusted by the NATIONAL GEODETIC SURVEY
 DQ7542.in May 2019.
 DQ7542
 DQ7542.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ7542.GEOID18 height accuracy estimate available here.
 DQ7542
 DQ7542.Click photographs - Photos may exist for this station.
 DQ7542
 DQ7542.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DQ7542
 DQ7542.The Laplace correction was computed from DEFLEC18 derived deflections.
 DQ7542
 DQ7542.The ellipsoidal height was determined by GPS observations
 DQ7542.and is referenced to NAD 83.
 DQ7542
 DQ7542.The dynamic height is computed by dividing the NAVD 88
 DQ7542.geopotential number by the normal gravity value computed on the
 DQ7542.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ7542.degrees latitude (g = 980.6199 gals.).
 DQ7542
 DQ7542.The modeled gravity was interpolated from observed gravity values.
 DQ7542
 DQ7542. The following values were computed from the NAD 83(2011) position.
 DQ7542
 DQ7542;                    North         East     Units Scale Factor Converg.
 DQ7542;SPC MN S     -   243,534.091   906,233.112   MT  0.99992921   +0 55 58.6
 DQ7542;SPC MN S     -   798,994.76  2,973,199.80   sFT  0.99992921   +0 55 58.6
 DQ7542;UTM  15      - 4,903,472.449   526,412.173   MT  0.99960858   +0 13 52.0
 DQ7542
 DQ7542!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DQ7542!SPC MN S     -   0.99995532  x   0.99992921  =   0.99988453
 DQ7542!UTM  15      -   0.99995532  x   0.99960858  =   0.99956392
 DQ7542
 DQ7542_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWK2641203472(NAD 83)
 DQ7542
 DQ7542                          SUPERSEDED SURVEY CONTROL
 DQ7542
 DQ7542.No superseded survey control is available for this station.
 DQ7542
 DQ7542_MARKER: F = FLANGE-ENCASED ROD
 DQ7542_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DQ7542_STAMPING: 2510 AM 2017
 DQ7542_MARK LOGO: MNDT
 DQ7542_PROJECTION: RECESSED 5 CENTIMETERS
 DQ7542_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DQ7542_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ7542_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ7542+SATELLITE: SATELLITE OBSERVATIONS - May 28, 2025
 DQ7542_ROD/PIPE-DEPTH: 6.7 meters
 DQ7542
 DQ7542  HISTORY     - Date     Condition        Report By
 DQ7542  HISTORY     - 20170502 MONUMENTED       MNDT
 DQ7542  HISTORY     - 20230919 GOOD             MNDT
 DQ7542  HISTORY     - 20250528 GOOD             MNDT
 DQ7542
 DQ7542                          STATION DESCRIPTION
 DQ7542
 DQ7542'DESCRIBED BY MN DEPT OF TRANSP 2017
 DQ7542'THE MARK IS LOCATED ABOUT IN ZUMBROTA.
 DQ7542'
 DQ7542'TO REACH THE MARK GO 0.2 MI (0.3 KM) NORTH ALONG TRUNK HIGHWAY 58 FROM
 DQ7542'THE JUNCTION OF TRUNK HIGHWAY 58 AND TRUNK HIGHWAY 52 AND TRUNK
 DQ7542'HIGHWAY 60 IN ZUMBROTA, AT TRUNK HIGHWAY 58 MILE POINT 0.20.
 DQ7542'
 DQ7542'THE MARK IS LOCATED 27.7 FT (8.4 M) EAST OF TRUNK HIGHWAY 58, 102.0 FT
 DQ7542'(31.1 M) NORTH OF JEFFERSON DRIVE, 5.5 FT (1.7 M) WEST OF A SIDEWALK,
 DQ7542'1.5 FT (0.5 M) NORTH OF A WITNESS POST.
 DQ7542'
 DQ7542'NOTE-THE STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM ROD
 DQ7542'DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION REMOVABLE DISK
 DQ7542'SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH PVC
 DQ7542'PIPE BACK FILLED WITH WASHED SAND.
 DQ7542
 DQ7542                          STATION RECOVERY (2023)
 DQ7542
 DQ7542'RECOVERY NOTE BY MN DEPT OF TRANSP 2023 (MJS)
 DQ7542'IN ZUMBROTA, 0.2 MI (0.3 KM) NORTH ALONG TRUNK HIGHWAY 58 FROM THE
 DQ7542'JUNCTION OF TRUNK HIGHWAY 58 AND TRUNK HIGHWAY 52 AND TRUNK HIGHWAY 60
 DQ7542'IN ZUMBROTA, AT TRUNK HIGHWAY 58 MILE POINT 0.20, 27.7 FT (8.4 M) EAST
 DQ7542'OF TRUNK HIGHWAY 58, 102.0 FT (31.1 M) NORTH OF JEFFERSON DRIVE, 5.5
 DQ7542'FT (1.7 M) WEST OF A SIDEWALK, 1.5 FT (0.5 M) NORTH OF A WITNESS POST.
 DQ7542
 DQ7542                          STATION RECOVERY (2025)
 DQ7542
 DQ7542'RECOVERY NOTE BY MN DEPT OF TRANSP 2025 (MPP)
 DQ7542'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DQ7541 ***********************************************************************
 DQ7541  DESIGNATION -  2510 AN
 DQ7541  PID         -  DQ7541
 DQ7541  STATE/COUNTY-  MN/GOODHUE
 DQ7541  COUNTRY     -  US
 DQ7541  USGS QUAD   -  ZUMBROTA (2019)
 DQ7541
 DQ7541                         *CURRENT SURVEY CONTROL
 DQ7541  ______________________________________________________________________
 DQ7541* NAD 83(2011) POSITION- 44 17 45.34676(N) 092 40 08.42107(W)   ADJUSTED
 DQ7541* NAD 83(2011) ELLIP HT-   268.231 (meters)        (07/24/25)   ADJUSTED
 DQ7541* NAD 83(2011) EPOCH   -  2010.00
 DQ7541* NAVD 88 ORTHO HEIGHT -   298.183 (meters)      978.29  (feet) ADJUSTED
 DQ7541  ______________________________________________________________________
 DQ7541  GEOID HEIGHT    -        -29.959 (meters)                     GEOID18
 DQ7541  NAD 83(2011) X  -   -212,935.826 (meters)                     COMP
 DQ7541  NAD 83(2011) Y  - -4,567,804.932 (meters)                     COMP
 DQ7541  NAD 83(2011) Z  -  4,431,873.361 (meters)                     COMP
 DQ7541  LAPLACE CORR    -         -3.85  (seconds)                    DEFLEC18
 DQ7541  DYNAMIC HEIGHT  -        298.128 (meters)      978.11  (feet) COMP
 DQ7541  MODELED GRAVITY -    980,426.8   (mgal)                       NAVD 88
 DQ7541
 DQ7541  VERT ORDER      -  SECOND    CLASS I
 DQ7541
 DQ7541  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DQ7541  Standards:
 DQ7541         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DQ7541            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DQ7541  -------------------------------------------------------------------
 DQ7541  NETWORK    0.36   0.53           0.16   0.13   0.27     -0.05016436
 DQ7541  -------------------------------------------------------------------
 DQ7541  Click here for local accuracies and other accuracy information.
 DQ7541
 DQ7541.The horizontal coordinates were established by GPS observations
 DQ7541.and adjusted by the MN DEPT OF TRANSP in July 2025.
 DQ7541
 DQ7541.Refers to NAD 83 (2011) epoch 2010.00 coordinates where the reference 
 DQ7541.frame has been affixed to the stable North American tectonic plate 
 DQ7541
 DQ7541.The horizontal coordinates are valid at the epoch date displayed above
 DQ7541.which is a decimal equivalence of Year/Month/Day.
 DQ7541
 DQ7541.The orthometric height was determined by differential leveling and
 DQ7541.adjusted by the NATIONAL GEODETIC SURVEY
 DQ7541.in May 2019.
 DQ7541
 DQ7541.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ7541.GEOID18 height accuracy estimate available here.
 DQ7541
 DQ7541.Click photographs - Photos may exist for this station.
 DQ7541
 DQ7541.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DQ7541
 DQ7541.The Laplace correction was computed from DEFLEC18 derived deflections.
 DQ7541
 DQ7541.The ellipsoidal height was determined by GPS observations
 DQ7541.and is referenced to NAD 83.
 DQ7541
 DQ7541.The dynamic height is computed by dividing the NAVD 88
 DQ7541.geopotential number by the normal gravity value computed on the
 DQ7541.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ7541.degrees latitude (g = 980.6199 gals.).
 DQ7541
 DQ7541.The modeled gravity was interpolated from observed gravity values.
 DQ7541
 DQ7541. The following values were computed from the NAD 83(2011) position.
 DQ7541
 DQ7541;                    North         East     Units Scale Factor Converg.
 DQ7541;SPC MN S     -   244,857.092   906,209.639   MT  0.99992845   +0 55 58.6
 DQ7541;SPC MN S     -   803,335.31  2,973,122.79   sFT  0.99992845   +0 55 58.6
 DQ7541;UTM  15      - 4,904,795.215   526,404.909   MT  0.99960857   +0 13 52.2
 DQ7541
 DQ7541!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DQ7541!SPC MN S     -   0.99995794  x   0.99992845  =   0.99988640
 DQ7541!UTM  15      -   0.99995794  x   0.99960857  =   0.99956653
 DQ7541
 DQ7541_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWK2640404795(NAD 83)
 DQ7541
 DQ7541                          SUPERSEDED SURVEY CONTROL
 DQ7541
 DQ7541.No superseded survey control is available for this station.
 DQ7541
 DQ7541_MARKER: F = FLANGE-ENCASED ROD
 DQ7541_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DQ7541_STAMPING: 2510 AN 2017
 DQ7541_MARK LOGO: MNDT
 DQ7541_PROJECTION: RECESSED 5 CENTIMETERS
 DQ7541_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DQ7541_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ7541_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ7541+SATELLITE: SATELLITE OBSERVATIONS - May 28, 2025
 DQ7541_ROD/PIPE-DEPTH: 3.4 meters
 DQ7541
 DQ7541  HISTORY     - Date     Condition        Report By
 DQ7541  HISTORY     - 20170407 MONUMENTED       MNDT
 DQ7541  HISTORY     - 20230920 GOOD             MNDT
 DQ7541  HISTORY     - 20250528 GOOD             MNDT
 DQ7541
 DQ7541                          STATION DESCRIPTION
 DQ7541
 DQ7541'DESCRIBED BY MN DEPT OF TRANSP 2017
 DQ7541'THE MARK IS LOCATED ABOUT IN ZUMBROTA.
 DQ7541'
 DQ7541'TO REACH THE MARK GO 1.0 MI (1.6 KM) NORTH ALONG TRUNK HIGHWAY 58 FROM
 DQ7541'THE JUNCTION OF TRUNK HIGHWAY 58 AND TRUNK HIGHWAY 52 AND TRUNK
 DQ7541'HIGHWAY 60 IN ZUMBROTA, AT TRUNK HIGHWAY 58 MILE POINT 0.95.
 DQ7541'
 DQ7541'THE MARK IS LOCATED 51.5 FT (15.7 M) EAST OF TRUNK HIGHWAY 58, 45.3 FT
 DQ7541'(13.8 M) NORTH OF FIRST STREET, 43.9 FT (13.4 M) SOUTHWEST OF THE
 DQ7541'SOUTHWEST CORNER OF A TANK, 1.5 FT (0.5 M) WEST OF A WITNESS POST.
 DQ7541'
 DQ7541'NOTE-THE STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM ROD
 DQ7541'DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION REMOVABLE DISK
 DQ7541'SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH PVC
 DQ7541'PIPE BACK FILLED WITH WASHED SAND.
 DQ7541
 DQ7541                          STATION RECOVERY (2023)
 DQ7541
 DQ7541'RECOVERY NOTE BY MN DEPT OF TRANSP 2023 (MJS)
 DQ7541'IN ZUMBROTA, 1.0 MI (1.6 KM) NORTH ALONG TRUNK HIGHWAY 58 FROM THE
 DQ7541'JUNCTION OF TRUNK HIGHWAY 58 AND TRUNK HIGHWAY 52 AND TRUNK HIGHWAY 60
 DQ7541'IN ZUMBROTA, AT TRUNK HIGHWAY 58 MILE POINT 0.95, 51.5 FT (15.7 M)
 DQ7541'EAST OF TRUNK HIGHWAY 58, 45.3 FT (13.8 M) NORTH OF FIRST STREET, 43.9
 DQ7541'FT (13.4 M) SOUTHWEST OF THE SOUTHWEST CORNER OF A TANK, 1.5 FT (0.5
 DQ7541'M) WEST OF A WITNESS POST.
 DQ7541
 DQ7541                          STATION RECOVERY (2025)
 DQ7541
 DQ7541'RECOVERY NOTE BY MN DEPT OF TRANSP 2025 (MPP)
 DQ7541'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DQ7538 ***********************************************************************
 DQ7538  DESIGNATION -  2510 AP
 DQ7538  PID         -  DQ7538
 DQ7538  STATE/COUNTY-  MN/GOODHUE
 DQ7538  COUNTRY     -  US
 DQ7538  USGS QUAD   -  ZUMBROTA (2019)
 DQ7538
 DQ7538                         *CURRENT SURVEY CONTROL
 DQ7538  ______________________________________________________________________
 DQ7538* NAD 83(2011) POSITION- 44 18 33.37872(N) 092 39 49.24325(W)   ADJUSTED
 DQ7538* NAD 83(2011) ELLIP HT-   284.471 (meters)        (07/24/25)   ADJUSTED
 DQ7538* NAD 83(2011) EPOCH   -  2010.00
 DQ7538* NAVD 88 ORTHO HEIGHT -   314.434 (meters)     1031.61  (feet) ADJUSTED
 DQ7538  ______________________________________________________________________
 DQ7538  GEOID HEIGHT    -        -29.971 (meters)                     GEOID18
 DQ7538  NAD 83(2011) X  -   -212,463.541 (meters)                     COMP
 DQ7538  NAD 83(2011) Y  - -4,566,801.902 (meters)                     COMP
 DQ7538  NAD 83(2011) Z  -  4,432,945.762 (meters)                     COMP
 DQ7538  LAPLACE CORR    -         -3.50  (seconds)                    DEFLEC18
 DQ7538  DYNAMIC HEIGHT  -        314.377 (meters)     1031.42  (feet) COMP
 DQ7538  MODELED GRAVITY -    980,427.7   (mgal)                       NAVD 88
 DQ7538
 DQ7538  VERT ORDER      -  SECOND    CLASS I
 DQ7538
 DQ7538  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DQ7538  Standards:
 DQ7538         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DQ7538            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DQ7538  -------------------------------------------------------------------
 DQ7538  NETWORK    0.34   0.51           0.15   0.13   0.26     -0.08339222
 DQ7538  -------------------------------------------------------------------
 DQ7538  Click here for local accuracies and other accuracy information.
 DQ7538
 DQ7538.The horizontal coordinates were established by GPS observations
 DQ7538.and adjusted by the MN DEPT OF TRANSP in July 2025.
 DQ7538
 DQ7538.Refers to NAD 83 (2011) epoch 2010.00 coordinates where the reference 
 DQ7538.frame has been affixed to the stable North American tectonic plate 
 DQ7538
 DQ7538.The horizontal coordinates are valid at the epoch date displayed above
 DQ7538.which is a decimal equivalence of Year/Month/Day.
 DQ7538
 DQ7538.The orthometric height was determined by differential leveling and
 DQ7538.adjusted by the NATIONAL GEODETIC SURVEY
 DQ7538.in May 2019.
 DQ7538
 DQ7538.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ7538.GEOID18 height accuracy estimate available here.
 DQ7538
 DQ7538.Click photographs - Photos may exist for this station.
 DQ7538
 DQ7538.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DQ7538
 DQ7538.The Laplace correction was computed from DEFLEC18 derived deflections.
 DQ7538
 DQ7538.The ellipsoidal height was determined by GPS observations
 DQ7538.and is referenced to NAD 83.
 DQ7538
 DQ7538.The dynamic height is computed by dividing the NAVD 88
 DQ7538.geopotential number by the normal gravity value computed on the
 DQ7538.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ7538.degrees latitude (g = 980.6199 gals.).
 DQ7538
 DQ7538.The modeled gravity was interpolated from observed gravity values.
 DQ7538
 DQ7538. The following values were computed from the NAD 83(2011) position.
 DQ7538
 DQ7538;                    North         East     Units Scale Factor Converg.
 DQ7538;SPC MN S     -   246,346.284   906,610.461   MT  0.99992764   +0 56 12.0
 DQ7538;SPC MN S     -   808,221.10  2,974,437.82   sFT  0.99992764   +0 56 12.0
 DQ7538;UTM  15      - 4,906,278.913   526,823.806   MT  0.99960885   +0 14 05.8
 DQ7538
 DQ7538!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DQ7538!SPC MN S     -   0.99995540  x   0.99992764  =   0.99988304
 DQ7538!UTM  15      -   0.99995540  x   0.99960885  =   0.99956426
 DQ7538
 DQ7538_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWK2682306278(NAD 83)
 DQ7538
 DQ7538                          SUPERSEDED SURVEY CONTROL
 DQ7538
 DQ7538.No superseded survey control is available for this station.
 DQ7538
 DQ7538_MARKER: F = FLANGE-ENCASED ROD
 DQ7538_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DQ7538_STAMPING: 2510 AP 2017
 DQ7538_MARK LOGO: MNDT
 DQ7538_PROJECTION: RECESSED 5 CENTIMETERS
 DQ7538_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DQ7538_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ7538_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ7538+SATELLITE: SATELLITE OBSERVATIONS - May 28, 2025
 DQ7538_ROD/PIPE-DEPTH: 4.3 meters
 DQ7538
 DQ7538  HISTORY     - Date     Condition        Report By
 DQ7538  HISTORY     - 20170502 MONUMENTED       MNDT
 DQ7538  HISTORY     - 20230920 GOOD             MNDT
 DQ7538  HISTORY     - 20250528 GOOD             MNDT
 DQ7538
 DQ7538                          STATION DESCRIPTION
 DQ7538
 DQ7538'DESCRIBED BY MN DEPT OF TRANSP 2017
 DQ7538'THE MARK IS LOCATED ABOUT 1.0 MI (1.6 KM) OF ZUMBROTA.
 DQ7538'
 DQ7538'TO REACH THE MARK GO 2.0 MI (3.2 KM) NORTH ALONG TRUNK HIGHWAY 58 FROM
 DQ7538'THE JUNCTION OF TRUNK HIGHWAY 58 AND TRUNK HIGHWAY 52 AND TRUNK
 DQ7538'HIGHWAY 60 IN ZUMBROTA, AT TRUNK HIGHWAY 58 MILE POINT 2.05.
 DQ7538'
 DQ7538'THE MARK IS LOCATED 76.5 FT (23.3 M) WEST-NORTHWEST OF TRUNK HIGHWAY
 DQ7538'58, 33.9 FT (10.3 M) NORTH-NORTHEAST OF A FIELD ENTRANCE, 1.5 FT (0.5
 DQ7538'M) EAST-SOUTHEAST OF A WITNESS POST.
 DQ7538'
 DQ7538'NOTE-THE STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM ROD
 DQ7538'DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION REMOVABLE DISK
 DQ7538'SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH PVC
 DQ7538'PIPE BACK FILLED WITH WASHED SAND.
 DQ7538
 DQ7538                          STATION RECOVERY (2023)
 DQ7538
 DQ7538'RECOVERY NOTE BY MN DEPT OF TRANSP 2023 (MJS)
 DQ7538'1.0 MI (1.6 KM) NORTH OF ZUMBROTA, 2.0 MI (3.2 KM) NORTH ALONG TRUNK
 DQ7538'HIGHWAY 58 FROM THE JUNCTION OF TRUNK HIGHWAY 58 AND TRUNK HIGHWAY 52
 DQ7538'AND TRUNK HIGHWAY 60 IN ZUMBROTA, AT TRUNK HIGHWAY 58 MILE POINT 2.05,
 DQ7538'76.5 FT (23.3 M) WEST-NORTHWEST OF TRUNK HIGHWAY 58, 33.9 FT (10.3 M)
 DQ7538'NORTH-NORTHEAST OF A FIELD ENTRANCE, 1.5 FT (0.5 M) EAST-SOUTHEAST OF
 DQ7538'A WITNESS POST.
 DQ7538
 DQ7538                          STATION RECOVERY (2025)
 DQ7538
 DQ7538'RECOVERY NOTE BY MN DEPT OF TRANSP 2025 (MPP)
 DQ7538'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DQ7537 ***********************************************************************
 DQ7537  DESIGNATION -  2510 AQ
 DQ7537  PID         -  DQ7537
 DQ7537  STATE/COUNTY-  MN/GOODHUE
 DQ7537  COUNTRY     -  US
 DQ7537  USGS QUAD   -  ZUMBROTA (2019)
 DQ7537
 DQ7537                         *CURRENT SURVEY CONTROL
 DQ7537  ______________________________________________________________________
 DQ7537* NAD 83(1986) POSITION- 44 19 19.21   (N) 092 39 17.91   (W)   HD_HELD1
 DQ7537* NAVD 88 ORTHO HEIGHT -   359.337 (meters)     1178.92  (feet) ADJUSTED
 DQ7537  ______________________________________________________________________
 DQ7537  GEOID HEIGHT    -        -29.983 (meters)                     GEOID18
 DQ7537  DYNAMIC HEIGHT  -        359.272 (meters)     1178.71  (feet) COMP
 DQ7537  MODELED GRAVITY -    980,429.0   (mgal)                       NAVD 88
 DQ7537
 DQ7537  VERT ORDER      -  SECOND    CLASS I
 DQ7537
 DQ7537.The horizontal coordinates were determined by differentially corrected
 DQ7537.hand held GPS observations or other comparable positioning techniques
 DQ7537.and have an estimated accuracy of +/- 3 meters.
 DQ7537
 DQ7537.The orthometric height was determined by differential leveling and
 DQ7537.adjusted by the NATIONAL GEODETIC SURVEY
 DQ7537.in May 2019.
 DQ7537
 DQ7537.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ7537.GEOID18 height accuracy estimate available here.
 DQ7537
 DQ7537.Click photographs - Photos may exist for this station.
 DQ7537
 DQ7537.The dynamic height is computed by dividing the NAVD 88
 DQ7537.geopotential number by the normal gravity value computed on the
 DQ7537.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ7537.degrees latitude (g = 980.6199 gals.).
 DQ7537
 DQ7537.The modeled gravity was interpolated from observed gravity values.
 DQ7537
 DQ7537;                    North         East    Units  Estimated Accuracy
 DQ7537;SPC MN S     -   247,772.0     907,281.5     MT  (+/- 3 meters HH1 GPS) 
 DQ7537
 DQ7537_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWK2751207695(NAD 83)
 DQ7537
 DQ7537                          SUPERSEDED SURVEY CONTROL
 DQ7537
 DQ7537.No superseded survey control is available for this station.
 DQ7537
 DQ7537_MARKER: I = METAL ROD
 DQ7537_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DQ7537_STAMPING: 2510 AQ 2017
 DQ7537_MARK LOGO: MNDT
 DQ7537_PROJECTION: RECESSED 8 CENTIMETERS
 DQ7537_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DQ7537_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ7537_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ7537+SATELLITE: SATELLITE OBSERVATIONS - September 20, 2023
 DQ7537_ROD/PIPE-DEPTH: 5.8 meters
 DQ7537
 DQ7537  HISTORY     - Date     Condition        Report By
 DQ7537  HISTORY     - 20170503 MONUMENTED       MNDT
 DQ7537  HISTORY     - 20200427 GOOD             MNDT
 DQ7537  HISTORY     - 20230920 GOOD             MNDT
 DQ7537
 DQ7537                          STATION DESCRIPTION
 DQ7537
 DQ7537'DESCRIBED BY MN DEPT OF TRANSP 2017
 DQ7537'THE MARK IS LOCATED ABOUT 2.0 MI (3.2 KM) NORTH ZUMBROTA.
 DQ7537'
 DQ7537'TO REACH THE MARK GO 2.95 MI (4.75 KM) NORTH ALONG TRUNK HIGHWAY 58
 DQ7537'FROM THE JUNCTION OF TRUNK HIGHWAY 58 AND TRUNK HIGHWAY 52 AND TRUNK
 DQ7537'HIGHWAY 60 IN ZUMBROTA, AT TRUNK HIGHWAY 58 MILE POINT 3.0.
 DQ7537'
 DQ7537'THE MARK IS LOCATED 66.3 FT (20.2 M) NORTHWEST OF TRUNK HIGHWAY 58,
 DQ7537'38.3 FT (11.7 M) SOUTHWEST OF A FIELD ENTRANCE, 1.5 FT (0.5 M)
 DQ7537'SOUTHEAST OF A WITNESS POST.
 DQ7537'
 DQ7537'NOTE-THE STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM ROD
 DQ7537'DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION REMOVABLE DISK
 DQ7537'SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH PVC
 DQ7537'PIPE BACK FILLED WITH WASHED SAND.
 DQ7537
 DQ7537                          STATION RECOVERY (2020)
 DQ7537
 DQ7537'RECOVERY NOTE BY MN DEPT OF TRANSP 2020 (BJG)
 DQ7537'RECOVERED IN GOOD CONDITION.
 DQ7537
 DQ7537                          STATION RECOVERY (2023)
 DQ7537
 DQ7537'RECOVERY NOTE BY MN DEPT OF TRANSP 2023 (MJS)
 DQ7537'2.0 MI (3.2 KM) NORTH ZUMBROTA, 2.95 MI (4.75 KM) NORTH ALONG TRUNK
 DQ7537'HIGHWAY 58 FROM THE JUNCTION OF TRUNK HIGHWAY 58 AND TRUNK HIGHWAY 52
 DQ7537'AND TRUNK HIGHWAY 60 IN ZUMBROTA, AT TRUNK HIGHWAY 58 MILE POINT 3.0,
 DQ7537'66.3 FT (20.2 M) NORTHWEST OF TRUNK HIGHWAY 58, 38.3 FT (11.7 M)
 DQ7537'SOUTHWEST OF A FIELD ENTRANCE, 1.5 FT (0.5 M) SOUTHEAST OF A WITNESS
 DQ7537'POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DQ7534 ***********************************************************************
 DQ7534  DESIGNATION -  2510 AR
 DQ7534  PID         -  DQ7534
 DQ7534  STATE/COUNTY-  MN/GOODHUE
 DQ7534  COUNTRY     -  US
 DQ7534  USGS QUAD   -  MAZEPPA (2019)
 DQ7534
 DQ7534                         *CURRENT SURVEY CONTROL
 DQ7534  ______________________________________________________________________
 DQ7534* NAD 83(1986) POSITION- 44 20 51.95   (N) 092 37 21.00   (W)   HD_HELD1
 DQ7534* NAVD 88 ORTHO HEIGHT -   339.872 (meters)     1115.06  (feet) ADJUSTED
 DQ7534  ______________________________________________________________________
 DQ7534  GEOID HEIGHT    -        -30.031 (meters)                     GEOID18
 DQ7534  DYNAMIC HEIGHT  -        339.812 (meters)     1114.87  (feet) COMP
 DQ7534  MODELED GRAVITY -    980,433.1   (mgal)                       NAVD 88
 DQ7534
 DQ7534  VERT ORDER      -  SECOND    CLASS I
 DQ7534
 DQ7534.The horizontal coordinates were determined by differentially corrected
 DQ7534.hand held GPS observations or other comparable positioning techniques
 DQ7534.and have an estimated accuracy of +/- 3 meters.
 DQ7534
 DQ7534.The orthometric height was determined by differential leveling and
 DQ7534.adjusted by the NATIONAL GEODETIC SURVEY
 DQ7534.in May 2019.
 DQ7534
 DQ7534.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ7534.GEOID18 height accuracy estimate available here.
 DQ7534
 DQ7534.Click photographs - Photos may exist for this station.
 DQ7534
 DQ7534.The dynamic height is computed by dividing the NAVD 88
 DQ7534.geopotential number by the normal gravity value computed on the
 DQ7534.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ7534.degrees latitude (g = 980.6199 gals.).
 DQ7534
 DQ7534.The modeled gravity was interpolated from observed gravity values.
 DQ7534
 DQ7534;                    North         East    Units  Estimated Accuracy
 DQ7534;SPC MN S     -   250,677.1     909,823.3     MT  (+/- 3 meters HH1 GPS) 
 DQ7534
 DQ7534_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWK3008810568(NAD 83)
 DQ7534
 DQ7534                          SUPERSEDED SURVEY CONTROL
 DQ7534
 DQ7534.No superseded survey control is available for this station.
 DQ7534
 DQ7534_MARKER: F = FLANGE-ENCASED ROD
 DQ7534_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DQ7534_STAMPING: 2510 AR 2017
 DQ7534_MARK LOGO: MNDT
 DQ7534_PROJECTION: RECESSED 8 CENTIMETERS
 DQ7534_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DQ7534_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ7534_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ7534+SATELLITE: SATELLITE OBSERVATIONS - September 20, 2023
 DQ7534_ROD/PIPE-DEPTH: 9.8 meters
 DQ7534
 DQ7534  HISTORY     - Date     Condition        Report By
 DQ7534  HISTORY     - 20170502 MONUMENTED       MNDT
 DQ7534  HISTORY     - 20230920 GOOD             MNDT
 DQ7534
 DQ7534                          STATION DESCRIPTION
 DQ7534
 DQ7534'DESCRIBED BY MN DEPT OF TRANSP 2017
 DQ7534'THE MARK IS LOCATED ABOUT 3.75 MI (6.03 KM) SOUTH OF GOODHUE.
 DQ7534'
 DQ7534'TO REACH THE MARK GO 3.55 MI (5.71 KM) SOUTH ALONG TRUNK HIGHWAY 58
 DQ7534'FROM THE JUNCTION OF TRUNK HIGHWAY 58 AND COUNTY ROAD 9 IN GOODHUE, AT
 DQ7534'TRUNK HIGHWAY 58 MILE POINT 5.45.
 DQ7534'
 DQ7534'THE MARK IS LOCATED 61.5 FT (18.7 M) EAST-SOUTHEAST OF TRUNK HIGHWAY
 DQ7534'58, 41.2 FT (12.6 M) WEST OF A RIGHT-OF-WAY POST, 1.5 FT (0.5 M)
 DQ7534'WEST-NORTHWEST OF A WITNESS POST.
 DQ7534'
 DQ7534'NOTE-THE STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM ROD
 DQ7534'DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION REMOVABLE DISK
 DQ7534'SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH PVC
 DQ7534'PIPE BACK FILLED WITH WASHED SAND.
 DQ7534
 DQ7534                          STATION RECOVERY (2023)
 DQ7534
 DQ7534'RECOVERY NOTE BY MN DEPT OF TRANSP 2023 (MJS)
 DQ7534'3.75 MI (6.03 KM) SOUTH OF GOODHUE, 3.55 MI (5.71 KM) SOUTH ALONG
 DQ7534'TRUNK HIGHWAY 58 FROM THE JUNCTION OF TRUNK HIGHWAY 58 AND COUNTY ROAD
 DQ7534'9 IN GOODHUE, AT TRUNK HIGHWAY 58 MILE POINT 5.45, 61.5 FT (18.7 M)
 DQ7534'EAST-SOUTHEAST OF TRUNK HIGHWAY 58, 41.2 FT (12.6 M) WEST OF A
 DQ7534'RIGHT-OF-WAY POST, 1.5 FT (0.5 M) WEST-NORTHWEST OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DQ7533 ***********************************************************************
 DQ7533  DESIGNATION -  2510 AS
 DQ7533  PID         -  DQ7533
 DQ7533  STATE/COUNTY-  MN/GOODHUE
 DQ7533  COUNTRY     -  US
 DQ7533  USGS QUAD   -  MAZEPPA (2019)
 DQ7533
 DQ7533                         *CURRENT SURVEY CONTROL
 DQ7533  ______________________________________________________________________
 DQ7533* NAD 83(1986) POSITION- 44 21 40.70   (N) 092 36 51.59   (W)   HD_HELD1
 DQ7533* NAVD 88 ORTHO HEIGHT -   334.032 (meters)     1095.90  (feet) ADJUSTED
 DQ7533  ______________________________________________________________________
 DQ7533  GEOID HEIGHT    -        -30.048 (meters)                     GEOID18
 DQ7533  DYNAMIC HEIGHT  -        333.974 (meters)     1095.71  (feet) COMP
 DQ7533  MODELED GRAVITY -    980,434.2   (mgal)                       NAVD 88
 DQ7533
 DQ7533  VERT ORDER      -  SECOND    CLASS I
 DQ7533
 DQ7533.The horizontal coordinates were determined by differentially corrected
 DQ7533.hand held GPS observations or other comparable positioning techniques
 DQ7533.and have an estimated accuracy of +/- 3 meters.
 DQ7533
 DQ7533.The orthometric height was determined by differential leveling and
 DQ7533.adjusted by the NATIONAL GEODETIC SURVEY
 DQ7533.in May 2019.
 DQ7533
 DQ7533.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ7533.GEOID18 height accuracy estimate available here.
 DQ7533
 DQ7533.Click photographs - Photos may exist for this station.
 DQ7533
 DQ7533.The dynamic height is computed by dividing the NAVD 88
 DQ7533.geopotential number by the normal gravity value computed on the
 DQ7533.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ7533.degrees latitude (g = 980.6199 gals.).
 DQ7533
 DQ7533.The modeled gravity was interpolated from observed gravity values.
 DQ7533
 DQ7533;                    North         East    Units  Estimated Accuracy
 DQ7533;SPC MN S     -   252,192.5     910,449.0     MT  (+/- 3 meters HH1 GPS) 
 DQ7533
 DQ7533_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWK3073212075(NAD 83)
 DQ7533
 DQ7533                          SUPERSEDED SURVEY CONTROL
 DQ7533
 DQ7533.No superseded survey control is available for this station.
 DQ7533
 DQ7533_MARKER: I = METAL ROD
 DQ7533_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DQ7533_STAMPING: 2510 AS 2017
 DQ7533_MARK LOGO: MNDT
 DQ7533_PROJECTION: RECESSED 5 CENTIMETERS
 DQ7533_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DQ7533_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ7533_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ7533+SATELLITE: SATELLITE OBSERVATIONS - September 20, 2023
 DQ7533_ROD/PIPE-DEPTH: 9.8 meters
 DQ7533
 DQ7533  HISTORY     - Date     Condition        Report By
 DQ7533  HISTORY     - 20170503 MONUMENTED       MNDT
 DQ7533  HISTORY     - 20200427 GOOD             MNDT
 DQ7533  HISTORY     - 20230920 GOOD             MNDT
 DQ7533
 DQ7533                          STATION DESCRIPTION
 DQ7533
 DQ7533'DESCRIBED BY MN DEPT OF TRANSP 2017
 DQ7533'THE MARK IS LOCATED ABOUT 2.5 MI (4.0 KM) SOUTH OF GOODHUE.
 DQ7533'
 DQ7533'TO REACH THE MARK GO 2.55 MI (4.10 KM) SOUTH ALONG TRUNK HIGHWAY 58
 DQ7533'FROM THE JUNCTION OF TRUNK HIGHWAY 58 AND COUNTY ROAD 9 IN GOODHUE, AT
 DQ7533'TRUNK HIGHWAY 58 MILE POINT 6.45.
 DQ7533'
 DQ7533'THE MARK IS LOCATED 96.8 FT (29.5 M) EAST-SOUTHEAST OF TRUNK HIGHWAY
 DQ7533'58, 29.3 FT (8.9 M) SOUTH-SOUTHWEST OF A FIELD ENTRANCE, 3.4 FT (1.0
 DQ7533'M) WEST-NORTHWEST OF A RIGHT-OF-WAY POST, 1.5 FT (0.5 M)
 DQ7533'WEST-NORTHWEST OF A WITNESS POST.
 DQ7533'
 DQ7533'NOTE-THE STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM ROD
 DQ7533'DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION REMOVABLE DISK
 DQ7533'SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH PVC
 DQ7533'PIPE BACK FILLED WITH WASHED SAND.
 DQ7533
 DQ7533                          STATION RECOVERY (2020)
 DQ7533
 DQ7533'RECOVERY NOTE BY MN DEPT OF TRANSP 2020 (BJG)
 DQ7533'RECOVERED IN GOOD CONDITION.
 DQ7533
 DQ7533                          STATION RECOVERY (2023)
 DQ7533
 DQ7533'RECOVERY NOTE BY MN DEPT OF TRANSP 2023 (MJS)
 DQ7533'2.5 MI (4.0 KM) SOUTH OF GOODHUE, 2.55 MI (4.10 KM) SOUTH ALONG TRUNK
 DQ7533'HIGHWAY 58 FROM THE JUNCTION OF TRUNK HIGHWAY 58 AND COUNTY ROAD 9 IN
 DQ7533'GOODHUE, AT TRUNK HIGHWAY 58 MILE POINT 6.45, 96.8 FT (29.5 M)
 DQ7533'EAST-SOUTHEAST OF TRUNK HIGHWAY 58, 29.3 FT (8.9 M) SOUTH-SOUTHWEST OF
 DQ7533'A FIELD ENTRANCE, 3.4 FT (1.0 M) WEST-NORTHWEST OF A RIGHT-OF-WAY
 DQ7533'POST, 1.5 FT (0.5 M) WEST-NORTHWEST OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DQ7532 ***********************************************************************
 DQ7532  DESIGNATION -  2510 AT
 DQ7532  PID         -  DQ7532
 DQ7532  STATE/COUNTY-  MN/GOODHUE
 DQ7532  COUNTRY     -  US
 DQ7532  USGS QUAD   -  MAZEPPA (2019)
 DQ7532
 DQ7532                         *CURRENT SURVEY CONTROL
 DQ7532  ______________________________________________________________________
 DQ7532* NAD 83(1986) POSITION- 44 22 08.99   (N) 092 36 50.87   (W)   HD_HELD1
 DQ7532* NAVD 88 ORTHO HEIGHT -   326.248 (meters)     1070.37  (feet) ADJUSTED
 DQ7532  ______________________________________________________________________
 DQ7532  GEOID HEIGHT    -        -30.052 (meters)                     GEOID18
 DQ7532  DYNAMIC HEIGHT  -        326.191 (meters)     1070.18  (feet) COMP
 DQ7532  MODELED GRAVITY -    980,434.4   (mgal)                       NAVD 88
 DQ7532
 DQ7532  VERT ORDER      -  SECOND    CLASS I
 DQ7532
 DQ7532.The horizontal coordinates were determined by differentially corrected
 DQ7532.hand held GPS observations or other comparable positioning techniques
 DQ7532.and have an estimated accuracy of +/- 3 meters.
 DQ7532
 DQ7532.The orthometric height was determined by differential leveling and
 DQ7532.adjusted by the NATIONAL GEODETIC SURVEY
 DQ7532.in May 2019.
 DQ7532
 DQ7532.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ7532.GEOID18 height accuracy estimate available here.
 DQ7532
 DQ7532.Click photographs - Photos may exist for this station.
 DQ7532
 DQ7532.The dynamic height is computed by dividing the NAVD 88
 DQ7532.geopotential number by the normal gravity value computed on the
 DQ7532.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ7532.degrees latitude (g = 980.6199 gals.).
 DQ7532
 DQ7532.The modeled gravity was interpolated from observed gravity values.
 DQ7532
 DQ7532;                    North         East    Units  Estimated Accuracy
 DQ7532;SPC MN S     -   253,065.8     910,450.2     MT  (+/- 3 meters HH1 GPS) 
 DQ7532
 DQ7532_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWK3074412948(NAD 83)
 DQ7532
 DQ7532                          SUPERSEDED SURVEY CONTROL
 DQ7532
 DQ7532.No superseded survey control is available for this station.
 DQ7532
 DQ7532_MARKER: F = FLANGE-ENCASED ROD
 DQ7532_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DQ7532_STAMPING: 2510 AT 2017
 DQ7532_MARK LOGO: MNDT
 DQ7532_PROJECTION: RECESSED 8 CENTIMETERS
 DQ7532_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DQ7532_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ7532_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ7532+SATELLITE: SATELLITE OBSERVATIONS - September 20, 2023
 DQ7532_ROD/PIPE-DEPTH: 5.2 meters
 DQ7532
 DQ7532  HISTORY     - Date     Condition        Report By
 DQ7532  HISTORY     - 20170503 MONUMENTED       MNDT
 DQ7532  HISTORY     - 20230920 GOOD             MNDT
 DQ7532
 DQ7532                          STATION DESCRIPTION
 DQ7532
 DQ7532'DESCRIBED BY MN DEPT OF TRANSP 2017
 DQ7532'THE MARK IS LOCATED ABOUT 2.1 MI (3.4 KM) SOUTH OF GOODHUE.
 DQ7532'
 DQ7532'TO REACH THE MARK GO 2.0 MI (3.2 KM) SOUTH ALONG TRUNK HIGHWAY 58 FROM
 DQ7532'THE JUNCTION OF TRUNK HIGHWAY 58 AND COUNTY ROAD 9 IN GOODHUE, AT
 DQ7532'TRUNK HIGHWAY 58 MILE POINT 7.0.
 DQ7532'
 DQ7532'THE MARK IS LOCATED 140.0 FT (42.7 M) WEST OF TRUNK HIGHWAY 58, 97.8
 DQ7532'FT (29.8 M) NORTH OF COUNTY ROAD 16 BOULEVARD (400TH STREET), 1.5 FT
 DQ7532'(0.5 M) EAST OF A WITNESS POST.
 DQ7532'
 DQ7532'NOTE-THE STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM ROD
 DQ7532'DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION REMOVABLE DISK
 DQ7532'SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH PVC
 DQ7532'PIPE BACK FILLED WITH WASHED SAND.
 DQ7532
 DQ7532                          STATION RECOVERY (2023)
 DQ7532
 DQ7532'RECOVERY NOTE BY MN DEPT OF TRANSP 2023 (MJS)
 DQ7532'2.1 MI (3.4 KM) SOUTH OF GOODHUE, 2.0 MI (3.2 KM) SOUTH ALONG TRUNK
 DQ7532'HIGHWAY 58 FROM THE JUNCTION OF TRUNK HIGHWAY 58 AND COUNTY ROAD 9 IN
 DQ7532'GOODHUE, AT TRUNK HIGHWAY 58 MILE POINT 7.0, 140.0 FT (42.7 M) WEST OF
 DQ7532'TRUNK HIGHWAY 58, 97.8 FT (29.8 M) NORTH OF COUNTY ROAD 16 BOULEVARD
 DQ7532'(400TH STREET), 1.5 FT (0.5 M) EAST OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DQ7529 ***********************************************************************
 DQ7529  DESIGNATION -  2510 AU
 DQ7529  PID         -  DQ7529
 DQ7529  STATE/COUNTY-  MN/GOODHUE
 DQ7529  COUNTRY     -  US
 DQ7529  USGS QUAD   -  GOODHUE EAST (2019)
 DQ7529
 DQ7529                         *CURRENT SURVEY CONTROL
 DQ7529  ______________________________________________________________________
 DQ7529* NAD 83(1986) POSITION- 44 23 52.06   (N) 092 37 09.66   (W)   HD_HELD1
 DQ7529* NAVD 88 ORTHO HEIGHT -   336.820 (meters)     1105.05  (feet) ADJUSTED
 DQ7529  ______________________________________________________________________
 DQ7529  GEOID HEIGHT    -        -30.058 (meters)                     GEOID18
 DQ7529  DYNAMIC HEIGHT  -        336.761 (meters)     1104.86  (feet) COMP
 DQ7529  MODELED GRAVITY -    980,435.5   (mgal)                       NAVD 88
 DQ7529
 DQ7529  VERT ORDER      -  SECOND    CLASS I
 DQ7529
 DQ7529.The horizontal coordinates were determined by differentially corrected
 DQ7529.hand held GPS observations or other comparable positioning techniques
 DQ7529.and have an estimated accuracy of +/- 3 meters.
 DQ7529
 DQ7529.The orthometric height was determined by differential leveling and
 DQ7529.adjusted by the NATIONAL GEODETIC SURVEY
 DQ7529.in May 2019.
 DQ7529
 DQ7529.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ7529.GEOID18 height accuracy estimate available here.
 DQ7529
 DQ7529.Click photographs - Photos may exist for this station.
 DQ7529
 DQ7529.The dynamic height is computed by dividing the NAVD 88
 DQ7529.geopotential number by the normal gravity value computed on the
 DQ7529.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ7529.degrees latitude (g = 980.6199 gals.).
 DQ7529
 DQ7529.The modeled gravity was interpolated from observed gravity values.
 DQ7529
 DQ7529;                    North         East    Units  Estimated Accuracy
 DQ7529;SPC MN S     -   256,239.5     909,980.5     MT  (+/- 3 meters HH1 GPS) 
 DQ7529
 DQ7529_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWK3031316126(NAD 83)
 DQ7529
 DQ7529                          SUPERSEDED SURVEY CONTROL
 DQ7529
 DQ7529.No superseded survey control is available for this station.
 DQ7529
 DQ7529_MARKER: F = FLANGE-ENCASED ROD
 DQ7529_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DQ7529_STAMPING: 2510 AU 2017
 DQ7529_MARK LOGO: MNDT
 DQ7529_PROJECTION: RECESSED 8 CENTIMETERS
 DQ7529_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DQ7529_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ7529_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ7529+SATELLITE: SATELLITE OBSERVATIONS - September 21, 2023
 DQ7529_ROD/PIPE-DEPTH: 4.0 meters
 DQ7529
 DQ7529  HISTORY     - Date     Condition        Report By
 DQ7529  HISTORY     - 20170503 MONUMENTED       MNDT
 DQ7529  HISTORY     - 20230921 GOOD             MNDT
 DQ7529
 DQ7529                          STATION DESCRIPTION
 DQ7529
 DQ7529'DESCRIBED BY MN DEPT OF TRANSP 2017
 DQ7529'THE MARK IS LOCATED ABOUT IN GOODHUE.
 DQ7529'
 DQ7529'TO REACH THE MARK AT THE JUNCTION OF TRUNK HIGHWAY 58 AND COUNTY ROAD
 DQ7529'9 IN GOODHUE, AT TRUNK HIGHWAY 58 MILE POINT 9.05, 201.5 FT (61.4 M)
 DQ7529'EAST OF TRUNK HIGHWAY 58.
 DQ7529'
 DQ7529'THE MARK IS LOCATED 57.0 FT (17.4 M) SOUTH OF COUNTY ROAD 9, 2.7 FT
 DQ7529'(0.8 M) NORTH OF A RIGHT-OF-WAY POST, 2.7 FT (0.8 M) NORTH OF A
 DQ7529'WITNESS POST.
 DQ7529'
 DQ7529'NOTE-THE STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM ROD
 DQ7529'DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION REMOVABLE DISK
 DQ7529'SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH PVC
 DQ7529'PIPE BACK FILLED WITH WASHED SAND.
 DQ7529
 DQ7529                          STATION RECOVERY (2023)
 DQ7529
 DQ7529'RECOVERY NOTE BY MN DEPT OF TRANSP 2023 (MJS)
 DQ7529'IN GOODHUE, AT THE JUNCTION OF TRUNK HIGHWAY 58 AND COUNTY ROAD 9 IN
 DQ7529'GOODHUE, AT TRUNK HIGHWAY 58 MILE POINT 9.05, 201.5 FT (61.4 M) EAST
 DQ7529'OF TRUNK HIGHWAY 58, 57.0 FT (17.4 M) SOUTH OF COUNTY ROAD 9, 2.7 FT
 DQ7529'(0.8 M) NORTH OF A RIGHT-OF-WAY POST, 2.7 FT (0.8 M) NORTH OF A
 DQ7529'WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DQ7527 ***********************************************************************
 DQ7527  DESIGNATION -  2510 AV
 DQ7527  PID         -  DQ7527
 DQ7527  STATE/COUNTY-  MN/GOODHUE
 DQ7527  COUNTRY     -  US
 DQ7527  USGS QUAD   -  GOODHUE EAST (2019)
 DQ7527
 DQ7527                         *CURRENT SURVEY CONTROL
 DQ7527  ______________________________________________________________________
 DQ7527* NAD 83(1986) POSITION- 44 24 46.15   (N) 092 37 15.21   (W)   HD_HELD1
 DQ7527* NAVD 88 ORTHO HEIGHT -   346.203 (meters)     1135.83  (feet) ADJUSTED
 DQ7527  ______________________________________________________________________
 DQ7527  GEOID HEIGHT    -        -30.063 (meters)                     GEOID18
 DQ7527  DYNAMIC HEIGHT  -        346.143 (meters)     1135.64  (feet) COMP
 DQ7527  MODELED GRAVITY -    980,436.5   (mgal)                       NAVD 88
 DQ7527
 DQ7527  VERT ORDER      -  SECOND    CLASS I
 DQ7527
 DQ7527.The horizontal coordinates were determined by differentially corrected
 DQ7527.hand held GPS observations or other comparable positioning techniques
 DQ7527.and have an estimated accuracy of +/- 3 meters.
 DQ7527
 DQ7527.The orthometric height was determined by differential leveling and
 DQ7527.adjusted by the NATIONAL GEODETIC SURVEY
 DQ7527.in May 2019.
 DQ7527
 DQ7527.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ7527.GEOID18 height accuracy estimate available here.
 DQ7527
 DQ7527.Click photographs - Photos may exist for this station.
 DQ7527
 DQ7527.The dynamic height is computed by dividing the NAVD 88
 DQ7527.geopotential number by the normal gravity value computed on the
 DQ7527.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ7527.degrees latitude (g = 980.6199 gals.).
 DQ7527
 DQ7527.The modeled gravity was interpolated from observed gravity values.
 DQ7527
 DQ7527;                    North         East    Units  Estimated Accuracy
 DQ7527;SPC MN S     -   257,906.6     909,829.6     MT  (+/- 3 meters HH1 GPS) 
 DQ7527
 DQ7527_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWK3018317795(NAD 83)
 DQ7527
 DQ7527                          SUPERSEDED SURVEY CONTROL
 DQ7527
 DQ7527.No superseded survey control is available for this station.
 DQ7527
 DQ7527_MARKER: F = FLANGE-ENCASED ROD
 DQ7527_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DQ7527_STAMPING: 2510 AV 2017
 DQ7527_MARK LOGO: MNDT
 DQ7527_PROJECTION: RECESSED 5 CENTIMETERS
 DQ7527_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DQ7527_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ7527_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ7527+SATELLITE: SATELLITE OBSERVATIONS - September 21, 2023
 DQ7527_ROD/PIPE-DEPTH: 4.0 meters
 DQ7527
 DQ7527  HISTORY     - Date     Condition        Report By
 DQ7527  HISTORY     - 20170504 MONUMENTED       MNDT
 DQ7527  HISTORY     - 20230921 GOOD             MNDT
 DQ7527
 DQ7527                          STATION DESCRIPTION
 DQ7527
 DQ7527'DESCRIBED BY MN DEPT OF TRANSP 2017
 DQ7527'THE MARK IS LOCATED ABOUT 1.0 MI (1.6 KM) NORTH OF GOODHUE.
 DQ7527'
 DQ7527'TO REACH THE MARK GO 1.0 MI (1.6 KM) NORTH ALONG TRUNK HIGHWAY 58 FROM
 DQ7527'THE JUNCTION OF TRUNK HIGHWAY 58 AND COUNTY ROAD 9 IN GOODHUE, AT
 DQ7527'TRUNK HIGHWAY 58 MILE POINT 10.0.
 DQ7527'
 DQ7527'THE MARK IS LOCATED 80.6 FT (24.6 M) EAST OF TRUNK HIGHWAY 58, 125.3
 DQ7527'FT (38.2 M) NORTH OF 370TH STREET, 76.5 FT (23.3 M) SOUTHEAST OF
 DQ7527'MILEPOST 10, 1.5 FT (0.5 M) WEST OF A WITNESS POST.
 DQ7527'
 DQ7527'NOTE-THE STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM ROD
 DQ7527'DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION REMOVABLE DISK
 DQ7527'SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH PVC
 DQ7527'PIPE BACK FILLED WITH WASHED SAND.
 DQ7527
 DQ7527                          STATION RECOVERY (2023)
 DQ7527
 DQ7527'RECOVERY NOTE BY MN DEPT OF TRANSP 2023 (MJS)
 DQ7527'1.0 MI (1.6 KM) NORTH OF GOODHUE, 1.0 MI (1.6 KM) NORTH ALONG TRUNK
 DQ7527'HIGHWAY 58 FROM THE JUNCTION OF TRUNK HIGHWAY 58 AND COUNTY ROAD 9 IN
 DQ7527'GOODHUE, AT TRUNK HIGHWAY 58 MILE POINT 10.0, 80.6 FT (24.6 M) EAST OF
 DQ7527'TRUNK HIGHWAY 58, 125.3 FT (38.2 M) NORTH OF 370TH STREET, 76.5 FT
 DQ7527'(23.3 M) SOUTHEAST OF MILEPOST 10, 1.5 FT (0.5 M) WEST OF A WITNESS
 DQ7527'POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DQ7521 ***********************************************************************
 DQ7521  DESIGNATION -  2510 AW
 DQ7521  PID         -  DQ7521
 DQ7521  STATE/COUNTY-  MN/GOODHUE
 DQ7521  COUNTRY     -  US
 DQ7521  USGS QUAD   -  GOODHUE EAST (2019)
 DQ7521
 DQ7521                         *CURRENT SURVEY CONTROL
 DQ7521  ______________________________________________________________________
 DQ7521* NAD 83(1986) POSITION- 44 27 19.75   (N) 092 34 55.88   (W)   HD_HELD1
 DQ7521* NAVD 88 ORTHO HEIGHT -   320.043 (meters)     1050.01  (feet) ADJUSTED
 DQ7521  ______________________________________________________________________
 DQ7521  GEOID HEIGHT    -        -30.129 (meters)                     GEOID18
 DQ7521  DYNAMIC HEIGHT  -        319.990 (meters)     1049.83  (feet) COMP
 DQ7521  MODELED GRAVITY -    980,444.2   (mgal)                       NAVD 88
 DQ7521
 DQ7521  VERT ORDER      -  SECOND    CLASS I
 DQ7521
 DQ7521.The horizontal coordinates were determined by differentially corrected
 DQ7521.hand held GPS observations or other comparable positioning techniques
 DQ7521.and have an estimated accuracy of +/- 3 meters.
 DQ7521
 DQ7521.The orthometric height was determined by differential leveling and
 DQ7521.adjusted by the NATIONAL GEODETIC SURVEY
 DQ7521.in May 2019.
 DQ7521
 DQ7521.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ7521.GEOID18 height accuracy estimate available here.
 DQ7521
 DQ7521.Click photographs - Photos may exist for this station.
 DQ7521
 DQ7521.The dynamic height is computed by dividing the NAVD 88
 DQ7521.geopotential number by the normal gravity value computed on the
 DQ7521.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ7521.degrees latitude (g = 980.6199 gals.).
 DQ7521
 DQ7521.The modeled gravity was interpolated from observed gravity values.
 DQ7521
 DQ7521;                    North         East    Units  Estimated Accuracy
 DQ7521;SPC MN S     -   262,699.4     912,829.2     MT  (+/- 3 meters HH1 GPS) 
 DQ7521
 DQ7521_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWK3324022549(NAD 83)
 DQ7521
 DQ7521                          SUPERSEDED SURVEY CONTROL
 DQ7521
 DQ7521.No superseded survey control is available for this station.
 DQ7521
 DQ7521_MARKER: F = FLANGE-ENCASED ROD
 DQ7521_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DQ7521_STAMPING: 2510 AW 2017
 DQ7521_MARK LOGO: MNDT
 DQ7521_PROJECTION: RECESSED 8 CENTIMETERS
 DQ7521_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DQ7521_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ7521_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ7521+SATELLITE: SATELLITE OBSERVATIONS - September 21, 2023
 DQ7521_ROD/PIPE-DEPTH: 6.4 meters
 DQ7521
 DQ7521  HISTORY     - Date     Condition        Report By
 DQ7521  HISTORY     - 20170503 MONUMENTED       MNDT
 DQ7521  HISTORY     - 20191030 GOOD             MNDT
 DQ7521  HISTORY     - 20230921 GOOD             MNDT
 DQ7521
 DQ7521                          STATION DESCRIPTION
 DQ7521
 DQ7521'DESCRIBED BY MN DEPT OF TRANSP 2017
 DQ7521'THE MARK IS LOCATED ABOUT 7.5 MI (12.1 KM) SOUTH OF RED WING.
 DQ7521'
 DQ7521'TO REACH THE MARK GO 9.6 MI (15.4 KM) SOUTH ALONG TRUNK HIGHWAY 58
 DQ7521'FROM THE JUNCTION OF TRUNK HIGHWAY 58 AND TRUNK HIGHWAY 61 IN RED
 DQ7521'WING, AT TRUNK HIGHWAY 58 MILE POINT 13.95.
 DQ7521'
 DQ7521'THE MARK IS LOCATED 789.0 FT (240.5 M) NORTHWEST OF TRUNK HIGHWAY 58,
 DQ7521'154.0 FT (46.9 M) WEST OF 340TH STREET, 10.7 FT (3.3 M) SOUTHEAST OF A
 DQ7521'RIGHT-OF-WAY POST, 1.5 FT (0.5 M) NORTHWEST OF A WITNESS POST.
 DQ7521'
 DQ7521'NOTE-THE STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM ROD
 DQ7521'DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION REMOVABLE DISK
 DQ7521'SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH PVC
 DQ7521'PIPE BACK FILLED WITH WASHED SAND.
 DQ7521
 DQ7521                          STATION RECOVERY (2019)
 DQ7521
 DQ7521'RECOVERY NOTE BY MN DEPT OF TRANSP 2019 (MPP)
 DQ7521'7.5 MI (12.1 KM) SOUTH OF RED WING, 9.6 MI (15.4 KM) SOUTH ALONG TRUNK
 DQ7521'HIGHWAY 58 FROM THE JUNCTION OF TRUNK HIGHWAY 58 AND TRUNK HIGHWAY 61
 DQ7521'IN RED WING, AT TRUNK HIGHWAY 58 MILE POINT 13.95, 78.9 FT (24.0 M)
 DQ7521'NORTHWEST OF TRUNK HIGHWAY 58, 154.0 FT (46.9 M) WEST OF 340TH STREET,
 DQ7521'10.7 FT (3.3 M) SOUTHEAST OF A RIGHT-OF-WAY POST, 1.5 FT (0.5 M)
 DQ7521'NORTHWEST OF A WITNESS POST.
 DQ7521
 DQ7521                          STATION RECOVERY (2023)
 DQ7521
 DQ7521'RECOVERY NOTE BY MN DEPT OF TRANSP 2023 (MJS)
 DQ7521'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DQ7518 ***********************************************************************
 DQ7518  DESIGNATION -  2510 AX
 DQ7518  PID         -  DQ7518
 DQ7518  STATE/COUNTY-  MN/GOODHUE
 DQ7518  COUNTRY     -  US
 DQ7518  USGS QUAD   -  GOODHUE EAST (2019)
 DQ7518
 DQ7518                         *CURRENT SURVEY CONTROL
 DQ7518  ______________________________________________________________________
 DQ7518* NAD 83(1986) POSITION- 44 27 48.86   (N) 092 34 00.45   (W)   HD_HELD1
 DQ7518* NAVD 88 ORTHO HEIGHT -   330.801 (meters)     1085.30  (feet) ADJUSTED
 DQ7518  ______________________________________________________________________
 DQ7518  GEOID HEIGHT    -        -30.149 (meters)                     GEOID18
 DQ7518  DYNAMIC HEIGHT  -        330.747 (meters)     1085.13  (feet) COMP
 DQ7518  MODELED GRAVITY -    980,446.6   (mgal)                       NAVD 88
 DQ7518
 DQ7518  VERT ORDER      -  SECOND    CLASS I
 DQ7518
 DQ7518.The horizontal coordinates were determined by differentially corrected
 DQ7518.hand held GPS observations or other comparable positioning techniques
 DQ7518.and have an estimated accuracy of +/- 3 meters.
 DQ7518
 DQ7518.The orthometric height was determined by differential leveling and
 DQ7518.adjusted by the NATIONAL GEODETIC SURVEY
 DQ7518.in May 2019.
 DQ7518
 DQ7518.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ7518.GEOID18 height accuracy estimate available here.
 DQ7518
 DQ7518.Click photographs - Photos may exist for this station.
 DQ7518
 DQ7518.The dynamic height is computed by dividing the NAVD 88
 DQ7518.geopotential number by the normal gravity value computed on the
 DQ7518.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ7518.degrees latitude (g = 980.6199 gals.).
 DQ7518
 DQ7518.The modeled gravity was interpolated from observed gravity values.
 DQ7518
 DQ7518;                    North         East    Units  Estimated Accuracy
 DQ7518;SPC MN S     -   263,619.1     914,038.7     MT  (+/- 3 meters HH1 GPS) 
 DQ7518
 DQ7518_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWK3446023454(NAD 83)
 DQ7518
 DQ7518                          SUPERSEDED SURVEY CONTROL
 DQ7518
 DQ7518.No superseded survey control is available for this station.
 DQ7518
 DQ7518_MARKER: F = FLANGE-ENCASED ROD
 DQ7518_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DQ7518_STAMPING: 2510 AX 2017
 DQ7518_MARK LOGO: MNDT
 DQ7518_PROJECTION: RECESSED 8 CENTIMETERS
 DQ7518_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DQ7518_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ7518_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ7518+SATELLITE: SATELLITE OBSERVATIONS - October 04, 2023
 DQ7518_ROD/PIPE-DEPTH: 9.4 meters
 DQ7518
 DQ7518  HISTORY     - Date     Condition        Report By
 DQ7518  HISTORY     - 20170503 MONUMENTED       MNDT
 DQ7518  HISTORY     - 20231004 GOOD             MNDT
 DQ7518
 DQ7518                          STATION DESCRIPTION
 DQ7518
 DQ7518'DESCRIBED BY MN DEPT OF TRANSP 2017
 DQ7518'THE MARK IS LOCATED ABOUT 6.75 MI (10.86 KM) SOUTH OF RED WING.
 DQ7518'
 DQ7518'TO REACH THE MARK GO 8.65 MI (13.92 KM) SOUTH ALONG TRUNK HIGHWAY 58
 DQ7518'FROM THE JUNCTION OF TRUNK HIGHWAY 58 AND TRUNK HIGHWAY 61 IN RED
 DQ7518'WING, AT TRUNK HIGHWAY 58 MILE POINT 15.0.
 DQ7518'
 DQ7518'THE MARK IS LOCATED 92.0 FT (28.0 M) NORTHWEST OF TRUNK HIGHWAY 58,
 DQ7518'376.0 FT (114.6 M) NORTHEAST OF COUNTY ROAD 4 EXTENDED, 1.5 FT (0.5 M)
 DQ7518'SOUTHEAST OF A WITNESS POST.
 DQ7518'
 DQ7518'NOTE - THE STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM
 DQ7518'ROD DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION REMOVABLE
 DQ7518'DISK SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH
 DQ7518'PVC PIPE BACK FILLED WITH WASHED SAND.
 DQ7518
 DQ7518                          STATION RECOVERY (2023)
 DQ7518
 DQ7518'RECOVERY NOTE BY MN DEPT OF TRANSP 2023 (MJS)
 DQ7518'6.75 MI (10.86 KM) SOUTH OF RED WING, 8.65 MI (13.92 KM) SOUTH ALONG
 DQ7518'TRUNK HIGHWAY 58 FROM THE JUNCTION OF TRUNK HIGHWAY 58 AND TRUNK
 DQ7518'HIGHWAY 61 IN RED WING, AT TRUNK HIGHWAY 58 MILE POINT 15.0, 92.0 FT
 DQ7518'(28.0 M) NORTHWEST OF TRUNK HIGHWAY 58, 376.0 FT (114.6 M) NORTHEAST
 DQ7518'OF COUNTY ROAD 4 EXTENDED, 1.5 FT (0.5 M) SOUTHEAST OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DQ7517 ***********************************************************************
 DQ7517  DESIGNATION -  2510 AY
 DQ7517  PID         -  DQ7517
 DQ7517  STATE/COUNTY-  MN/GOODHUE
 DQ7517  COUNTRY     -  US
 DQ7517  USGS QUAD   -  GOODHUE EAST (2019)
 DQ7517
 DQ7517                         *CURRENT SURVEY CONTROL
 DQ7517  ______________________________________________________________________
 DQ7517* NAD 83(1986) POSITION- 44 28 11.43   (N) 092 33 30.87   (W)   HD_HELD1
 DQ7517* NAVD 88 ORTHO HEIGHT -   288.094 (meters)      945.19  (feet) ADJUSTED
 DQ7517  ______________________________________________________________________
 DQ7517  GEOID HEIGHT    -        -30.161 (meters)                     GEOID18
 DQ7517  DYNAMIC HEIGHT  -        288.047 (meters)      945.03  (feet) COMP
 DQ7517  MODELED GRAVITY -    980,448.4   (mgal)                       NAVD 88
 DQ7517
 DQ7517  VERT ORDER      -  SECOND    CLASS I
 DQ7517
 DQ7517.The horizontal coordinates were determined by differentially corrected
 DQ7517.hand held GPS observations or other comparable positioning techniques
 DQ7517.and have an estimated accuracy of +/- 3 meters.
 DQ7517
 DQ7517.The orthometric height was determined by differential leveling and
 DQ7517.adjusted by the NATIONAL GEODETIC SURVEY
 DQ7517.in May 2019.
 DQ7517
 DQ7517.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ7517.GEOID18 height accuracy estimate available here.
 DQ7517
 DQ7517.Click photographs - Photos may exist for this station.
 DQ7517
 DQ7517.The dynamic height is computed by dividing the NAVD 88
 DQ7517.geopotential number by the normal gravity value computed on the
 DQ7517.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ7517.degrees latitude (g = 980.6199 gals.).
 DQ7517
 DQ7517.The modeled gravity was interpolated from observed gravity values.
 DQ7517
 DQ7517;                    North         East    Units  Estimated Accuracy
 DQ7517;SPC MN S     -   264,327.1     914,680.1     MT  (+/- 3 meters HH1 GPS) 
 DQ7517
 DQ7517_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWK3511024154(NAD 83)
 DQ7517
 DQ7517                          SUPERSEDED SURVEY CONTROL
 DQ7517
 DQ7517.No superseded survey control is available for this station.
 DQ7517
 DQ7517_MARKER: F = FLANGE-ENCASED ROD
 DQ7517_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DQ7517_STAMPING: 2510 AY 2017
 DQ7517_MARK LOGO: MNDT
 DQ7517_PROJECTION: RECESSED 8 CENTIMETERS
 DQ7517_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DQ7517_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ7517_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ7517+SATELLITE: SATELLITE OBSERVATIONS - October 04, 2023
 DQ7517_ROD/PIPE-DEPTH: 4.3 meters
 DQ7517
 DQ7517  HISTORY     - Date     Condition        Report By
 DQ7517  HISTORY     - 20170503 MONUMENTED       MNDT
 DQ7517  HISTORY     - 20231004 GOOD             MNDT
 DQ7517
 DQ7517                          STATION DESCRIPTION
 DQ7517
 DQ7517'DESCRIBED BY MN DEPT OF TRANSP 2017
 DQ7517'THE MARK IS LOCATED ABOUT 6.5 MI (10.5 KM) SOUTH OF RED WING.
 DQ7517'
 DQ7517'TO REACH THE MARK GO 8.05 MI (12.95 KM) SOUTH ALONG TRUNK HIGHWAY 58
 DQ7517'FROM THE JUNCTION OF TRUNK HIGHWAY 58 AND TRUNK HIGHWAY 61 IN RED
 DQ7517'WING, AT TRUNK HIGHWAY 58 MILE POINT 15.5.
 DQ7517'
 DQ7517'THE MARK IS LOCATED 68.2 FT (20.8 M) EAST OF TRUNK HIGHWAY 58, 76.8 FT
 DQ7517'(23.4 M) SOUTH OF COUNTY ROAD 3 BOULEVARD, 1.5 FT (0.5 M) WEST OF A
 DQ7517'WITNESS POST.
 DQ7517'
 DQ7517'NOTE-THE STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM ROD
 DQ7517'DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION REMOVABLE DISK
 DQ7517'SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH PVC
 DQ7517'PIPE BACK FILLED WITH WASHED SAND.
 DQ7517
 DQ7517                          STATION RECOVERY (2023)
 DQ7517
 DQ7517'RECOVERY NOTE BY MN DEPT OF TRANSP 2023 (MJS)
 DQ7517'6.5 MI (10.5 KM) SOUTH OF RED WING, 8.05 MI (12.95 KM) SOUTH ALONG
 DQ7517'TRUNK HIGHWAY 58 FROM THE JUNCTION OF TRUNK HIGHWAY 58 AND TRUNK
 DQ7517'HIGHWAY 61 IN RED WING, AT TRUNK HIGHWAY 58 MILE POINT 15.5, 68.2 FT
 DQ7517'(20.8 M) EAST OF TRUNK HIGHWAY 58, 76.8 FT (23.4 M) SOUTH OF COUNTY
 DQ7517'ROAD 3 BOULEVARD, 1.5 FT (0.5 M) WEST OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DQ7516 ***********************************************************************
 DQ7516  DESIGNATION -  2510 AZ
 DQ7516  PID         -  DQ7516
 DQ7516  STATE/COUNTY-  MN/GOODHUE
 DQ7516  COUNTRY     -  US
 DQ7516  USGS QUAD   -  GOODHUE EAST (2019)
 DQ7516
 DQ7516                         *CURRENT SURVEY CONTROL
 DQ7516  ______________________________________________________________________
 DQ7516* NAD 83(1986) POSITION- 44 28 48.14   (N) 092 33 27.00   (W)   HD_HELD1
 DQ7516* NAVD 88 ORTHO HEIGHT -   257.106 (meters)      843.52  (feet) ADJUSTED
 DQ7516  ______________________________________________________________________
 DQ7516  GEOID HEIGHT    -        -30.168 (meters)                     GEOID18
 DQ7516  DYNAMIC HEIGHT  -        257.064 (meters)      843.38  (feet) COMP
 DQ7516  MODELED GRAVITY -    980,450.4   (mgal)                       NAVD 88
 DQ7516
 DQ7516  VERT ORDER      -  SECOND    CLASS I
 DQ7516
 DQ7516.The horizontal coordinates were determined by differentially corrected
 DQ7516.hand held GPS observations or other comparable positioning techniques
 DQ7516.and have an estimated accuracy of +/- 3 meters.
 DQ7516
 DQ7516.The orthometric height was determined by differential leveling and
 DQ7516.adjusted by the NATIONAL GEODETIC SURVEY
 DQ7516.in May 2019.
 DQ7516
 DQ7516.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ7516.GEOID18 height accuracy estimate available here.
 DQ7516
 DQ7516.Click photographs - Photos may exist for this station.
 DQ7516
 DQ7516.The dynamic height is computed by dividing the NAVD 88
 DQ7516.geopotential number by the normal gravity value computed on the
 DQ7516.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ7516.degrees latitude (g = 980.6199 gals.).
 DQ7516
 DQ7516.The modeled gravity was interpolated from observed gravity values.
 DQ7516
 DQ7516;                    North         East    Units  Estimated Accuracy
 DQ7516;SPC MN S     -   265,461.5     914,745.6     MT  (+/- 3 meters HH1 GPS) 
 DQ7516
 DQ7516_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWK3518925287(NAD 83)
 DQ7516
 DQ7516                          SUPERSEDED SURVEY CONTROL
 DQ7516
 DQ7516.No superseded survey control is available for this station.
 DQ7516
 DQ7516_MARKER: F = FLANGE-ENCASED ROD
 DQ7516_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DQ7516_STAMPING: 2510 AZ 2017
 DQ7516_MARK LOGO: MNDT
 DQ7516_PROJECTION: RECESSED 8 CENTIMETERS
 DQ7516_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DQ7516_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ7516_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ7516+SATELLITE: SATELLITE OBSERVATIONS - October 04, 2023
 DQ7516_ROD/PIPE-DEPTH: 18.3 meters
 DQ7516
 DQ7516  HISTORY     - Date     Condition        Report By
 DQ7516  HISTORY     - 20170502 MONUMENTED       MNDT
 DQ7516  HISTORY     - 20231004 GOOD             MNDT
 DQ7516
 DQ7516                          STATION DESCRIPTION
 DQ7516
 DQ7516'DESCRIBED BY MN DEPT OF TRANSP 2017
 DQ7516'THE MARK IS LOCATED ABOUT 5.6 MI (9.0 KM) SOUTH OF RED WING.
 DQ7516'
 DQ7516'TO REACH THE MARK GO 7.35 MI (11.83 KM) SOUTH ALONG TRUNK HIGHWAY 58
 DQ7516'FROM THE JUNCTION OF TRUNK HIGHWAY 58 AND TRUNK HIGHWAY 61 IN RED
 DQ7516'WING, AT TRUNK HIGHWAY 58 MILE POINT 16.2.
 DQ7516'
 DQ7516'THE MARK IS LOCATED 48.7 FT (14.8 M) WEST OF TRUNK HIGHWAY 58, 89.1 FT
 DQ7516'(27.2 M) SOUTH OF A FIELD ENTRANCE, 4.2 FT (1.3 M) EAST OF A
 DQ7516'RIGHT-OF-WAY POST, 1.5 FT (0.5 M) EAST OF A WITNESS POST.
 DQ7516'
 DQ7516'NOTE-THE STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM ROD
 DQ7516'DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION REMOVABLE DISK
 DQ7516'SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH PVC
 DQ7516'PIPE BACK FILLED WITH WASHED SAND.
 DQ7516
 DQ7516                          STATION RECOVERY (2023)
 DQ7516
 DQ7516'RECOVERY NOTE BY MN DEPT OF TRANSP 2023 (MJS)
 DQ7516'5.6 MI (9.0 KM) SOUTH OF RED WING, 7.35 MI (11.83 KM) SOUTH ALONG
 DQ7516'TRUNK HIGHWAY 58 FROM THE JUNCTION OF TRUNK HIGHWAY 58 AND TRUNK
 DQ7516'HIGHWAY 61 IN RED WING, AT TRUNK HIGHWAY 58 MILE POINT 16.2, 48.7 FT
 DQ7516'(14.8 M) WEST OF TRUNK HIGHWAY 58, 89.1 FT (27.2 M) SOUTH OF A FIELD
 DQ7516'ENTRANCE, 4.2 FT (1.3 M) EAST OF A RIGHT-OF-WAY POST, 1.5 FT (0.5 M)
 DQ7516'EAST OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 PP3330 ***********************************************************************
 PP3330  DESIGNATION -  2510 B
 PP3330  PID         -  PP3330
 PP3330  STATE/COUNTY-  MN/GOODHUE
 PP3330  COUNTRY     -  US
 PP3330  USGS QUAD   -  RED WING (2019)
 PP3330
 PP3330                         *CURRENT SURVEY CONTROL
 PP3330  ______________________________________________________________________
 PP3330* NAD 83(1986) POSITION- 44 33 37.90   (N) 092 31 35.19   (W)   HD_HELD1
 PP3330* NAVD 88 ORTHO HEIGHT -   233.146 (meters)      764.91  (feet) ADJUSTED
 PP3330  ______________________________________________________________________
 PP3330  GEOID HEIGHT    -        -30.240 (meters)                     GEOID18
 PP3330  DYNAMIC HEIGHT  -        233.113 (meters)      764.80  (feet) COMP
 PP3330  MODELED GRAVITY -    980,472.1   (mgal)                       NAVD 88
 PP3330
 PP3330  VERT ORDER      -  SECOND    CLASS I
 PP3330
 PP3330.The horizontal coordinates were determined by differentially corrected
 PP3330.hand held GPS observations or other comparable positioning techniques
 PP3330.and have an estimated accuracy of +/- 3 meters.
 PP3330
 PP3330.The orthometric height was determined by differential leveling and
 PP3330.adjusted by the NATIONAL GEODETIC SURVEY
 PP3330.in May 2019.
 PP3330
 PP3330.Significant digits in the geoid height do not necessarily reflect accuracy.
 PP3330.GEOID18 height accuracy estimate available here.
 PP3330
 PP3330.Click photographs - Photos may exist for this station.
 PP3330
 PP3330.The dynamic height is computed by dividing the NAVD 88
 PP3330.geopotential number by the normal gravity value computed on the
 PP3330.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP3330.degrees latitude (g = 980.6199 gals.).
 PP3330
 PP3330.The modeled gravity was interpolated from observed gravity values.
 PP3330
 PP3330;                    North         East    Units  Estimated Accuracy
 PP3330;SPC MN S     -   274,447.5     917,054.7     MT  (+/- 3 meters HH1 GPS) 
 PP3330
 PP3330_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWK3760734241(NAD 83)
 PP3330
 PP3330                          SUPERSEDED SURVEY CONTROL
 PP3330
 PP3330  NAVD 88 (06/15/95)  233.139  (m)          764.89   (f) SUPERSEDED  2 1
 PP3330
 PP3330.Superseded values are not recommended for survey control.
 PP3330
 PP3330.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PP3330.See file dsdata.pdf to determine how the superseded data were derived.
 PP3330
 PP3330_MARKER: DB = BENCH MARK DISK
 PP3330_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 PP3330_SP_SET: SLAB
 PP3330_STAMPING: 2510 B 1979
 PP3330_MARK LOGO: MNHD
 PP3330_MAGNETIC: N = NO MAGNETIC MATERIAL
 PP3330_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PP3330_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 PP3330+SATELLITE: SATELLITE OBSERVATIONS - October 16, 2023
 PP3330
 PP3330  HISTORY     - Date     Condition        Report By
 PP3330  HISTORY     - 19790401 MONUMENTED       MNHD
 PP3330  HISTORY     - 1984     GOOD             MNDT
 PP3330  HISTORY     - 20010331 GOOD             NGS
 PP3330  HISTORY     - 20030920 GOOD             USPSQD
 PP3330  HISTORY     - 20050917 GOOD             USPSQD
 PP3330  HISTORY     - 20070711 GOOD             WIDT
 PP3330  HISTORY     - 20081030 GOOD             WIDT
 PP3330  HISTORY     - 20081104 GOOD             MNDT
 PP3330  HISTORY     - 20110725 GOOD             MNDT
 PP3330  HISTORY     - 20170403 GOOD             MNDT
 PP3330  HISTORY     - 20231016 GOOD             MNDT
 PP3330
 PP3330                          STATION DESCRIPTION
 PP3330
 PP3330'DESCRIBED BY MN DEPT OF TRANSP 1984
 PP3330'IN RED WING.
 PP3330'THE MARK IS LOCATED IN THE CITY OF RED WING IN THE SOUTHWEST 1/4 OF
 PP3330'SECTION 29, T113N, R14W, 0.6 MILES SOUTHEAST ALONG TRUNK HIGHWAY 58
 PP3330'FROM ITS JUNCTION WITH TRUNK HIGHWAYS 61 AND 63 IN RED WING, AT THE
 PP3330'INTERSECTION OF 10TH STREET AND BUSH STREET, 36.0 FEET NORTHEAST OF
 PP3330'THE CENTERLINE OF HIGHWAY 58 AT MILEPOINT 23.2.  THE MARK, A STANDARD
 PP3330'MNDT VERTICAL CONTROL MONUMENT DISK STAMPED---2510 B 1979---, IS SET
 PP3330'IN THE SOUTHEAST FOOTING OF A WATER PUMPING STATION BUILDING, 2.7
 PP3330'FEET SOUTHWEST OF THE SOUTHWEST CORNER OF THE BUILDING.
 PP3330
 PP3330                          STATION RECOVERY (2001)
 PP3330
 PP3330'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 PP3330'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 PP3330
 PP3330                          STATION RECOVERY (2003)
 PP3330
 PP3330'RECOVERY NOTE BY US POWER SQUADRON 2003 (NM)
 PP3330'RECOVERED IN GOOD CONDITION.
 PP3330
 PP3330                          STATION RECOVERY (2005)
 PP3330
 PP3330'RECOVERY NOTE BY US POWER SQUADRON 2005 (AEH)
 PP3330'RECOVERED IN GOOD CONDITION.
 PP3330
 PP3330                          STATION RECOVERY (2007)
 PP3330
 PP3330'RECOVERY NOTE BY WI DEPT OF TRANSP 2007 (EPS)
 PP3330'RECOVERED AS DESCRIBED.
 PP3330
 PP3330                          STATION RECOVERY (2008)
 PP3330
 PP3330'RECOVERY NOTE BY WI DEPT OF TRANSP 2008 (ES)
 PP3330'RECOVERED AS DESCRIBED.
 PP3330
 PP3330                          STATION RECOVERY (2008)
 PP3330
 PP3330'RECOVERY NOTE BY MN DEPT OF TRANSP 2008 (MDL)
 PP3330'RECOVERED AS DESCRIBED.
 PP3330
 PP3330                          STATION RECOVERY (2011)
 PP3330
 PP3330'RECOVERY NOTE BY MN DEPT OF TRANSP 2011 (PJG)
 PP3330'RECOVERED IN GOOD CONDITION.
 PP3330
 PP3330                          STATION RECOVERY (2017)
 PP3330
 PP3330'RECOVERY NOTE BY MN DEPT OF TRANSP 2017 (KMS)
 PP3330'RECOVERED AS DESCRIBED.
 PP3330
 PP3330                          STATION RECOVERY (2023)
 PP3330
 PP3330'RECOVERY NOTE BY MN DEPT OF TRANSP 2023 (MJS)
 PP3330'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DQ7514 ***********************************************************************
 DQ7514  DESIGNATION -  2510 BA
 DQ7514  PID         -  DQ7514
 DQ7514  STATE/COUNTY-  MN/GOODHUE
 DQ7514  COUNTRY     -  US
 DQ7514  USGS QUAD   -  GOODHUE EAST (2019)
 DQ7514
 DQ7514                         *CURRENT SURVEY CONTROL
 DQ7514  ______________________________________________________________________
 DQ7514* NAD 83(1986) POSITION- 44 29 13.88   (N) 092 33 07.85   (W)   HD_HELD1
 DQ7514* NAVD 88 ORTHO HEIGHT -   250.456 (meters)      821.70  (feet) ADJUSTED
 DQ7514  ______________________________________________________________________
 DQ7514  GEOID HEIGHT    -        -30.177 (meters)                     GEOID18
 DQ7514  DYNAMIC HEIGHT  -        250.416 (meters)      821.57  (feet) COMP
 DQ7514  MODELED GRAVITY -    980,452.3   (mgal)                       NAVD 88
 DQ7514
 DQ7514  VERT ORDER      -  SECOND    CLASS I
 DQ7514
 DQ7514.The horizontal coordinates were determined by differentially corrected
 DQ7514.hand held GPS observations or other comparable positioning techniques
 DQ7514.and have an estimated accuracy of +/- 3 meters.
 DQ7514
 DQ7514.The orthometric height was determined by differential leveling and
 DQ7514.adjusted by the NATIONAL GEODETIC SURVEY
 DQ7514.in May 2019.
 DQ7514
 DQ7514.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ7514.GEOID18 height accuracy estimate available here.
 DQ7514
 DQ7514.Click photographs - Photos may exist for this station.
 DQ7514
 DQ7514.The dynamic height is computed by dividing the NAVD 88
 DQ7514.geopotential number by the normal gravity value computed on the
 DQ7514.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ7514.degrees latitude (g = 980.6199 gals.).
 DQ7514
 DQ7514.The modeled gravity was interpolated from observed gravity values.
 DQ7514
 DQ7514;                    North         East    Units  Estimated Accuracy
 DQ7514;SPC MN S     -   266,263.3     915,154.7     MT  (+/- 3 meters HH1 GPS) 
 DQ7514
 DQ7514_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWK3560826083(NAD 83)
 DQ7514
 DQ7514                          SUPERSEDED SURVEY CONTROL
 DQ7514
 DQ7514.No superseded survey control is available for this station.
 DQ7514
 DQ7514_MARKER: I = METAL ROD
 DQ7514_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DQ7514_STAMPING: 2510 BA 2017
 DQ7514_MARK LOGO: MNDT
 DQ7514_PROJECTION: RECESSED 8 CENTIMETERS
 DQ7514_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DQ7514_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ7514_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ7514+SATELLITE: SATELLITE OBSERVATIONS - October 04, 2023
 DQ7514_ROD/PIPE-DEPTH: 27.1 meters
 DQ7514
 DQ7514  HISTORY     - Date     Condition        Report By
 DQ7514  HISTORY     - 20170503 MONUMENTED       MNDT
 DQ7514  HISTORY     - 20200421 GOOD             MNDT
 DQ7514  HISTORY     - 20231004 GOOD             MNDT
 DQ7514
 DQ7514                          STATION DESCRIPTION
 DQ7514
 DQ7514'DESCRIBED BY MN DEPT OF TRANSP 2017
 DQ7514'THE MARK IS LOCATED ABOUT 5.0 MI (8.0 KM) SOUTH OF RED WING.
 DQ7514'
 DQ7514'TO REACH THE MARK GO 6.8 MI (10.9 KM) SOUTH ALONG TRUNK HIGHWAY 58
 DQ7514'FROM THE JUNCTION OF TRUNK HIGHWAY 58 AND TRUNK HIGHWAY 61 IN RED
 DQ7514'WING, AT TRUNK HIGHWAY 58 MILE POINT 16.8.
 DQ7514'
 DQ7514'THE MARK IS LOCATED 46.5 FT (14.2 M) SOUTHEAST OF TRUNK HIGHWAY 58,
 DQ7514'38.2 FT (11.6 M) SOUTHWEST OF A DRIVEWAY NUMBER 31814, 1.5 FT (0.5 M)
 DQ7514'NORTHWEST OF A WITNESS POST.
 DQ7514'
 DQ7514'NOTE-THE STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM ROD
 DQ7514'DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION REMOVABLE DISK
 DQ7514'SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH PVC
 DQ7514'PIPE BACK FILLED WITH WASHED SAND.
 DQ7514
 DQ7514                          STATION RECOVERY (2020)
 DQ7514
 DQ7514'RECOVERY NOTE BY MN DEPT OF TRANSP 2020 (BJG)
 DQ7514'RECOVERED IN GOOD CONDITION.
 DQ7514
 DQ7514                          STATION RECOVERY (2023)
 DQ7514
 DQ7514'RECOVERY NOTE BY MN DEPT OF TRANSP 2023 (MJS)
 DQ7514'5.0 MI (8.0 KM) SOUTH OF RED WING, 6.8 MI (10.9 KM) SOUTH ALONG TRUNK
 DQ7514'HIGHWAY 58 FROM THE JUNCTION OF TRUNK HIGHWAY 58 AND TRUNK HIGHWAY 61
 DQ7514'IN RED WING, AT TRUNK HIGHWAY 58 MILE POINT 16.8, 46.5 FT (14.2 M)
 DQ7514'SOUTHEAST OF TRUNK HIGHWAY 58, 38.2 FT (11.6 M) SOUTHWEST OF DRIVEWAY
 DQ7514'NUMBER 31814, 1.5 FT (0.5 M) NORTHWEST OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DQ7512 ***********************************************************************
 DQ7512  DESIGNATION -  2510 BB
 DQ7512  PID         -  DQ7512
 DQ7512  STATE/COUNTY-  MN/GOODHUE
 DQ7512  COUNTRY     -  US
 DQ7512  USGS QUAD   -  GOODHUE EAST (2019)
 DQ7512
 DQ7512                         *CURRENT SURVEY CONTROL
 DQ7512  ______________________________________________________________________
 DQ7512* NAD 83(1986) POSITION- 44 29 45.40   (N) 092 32 23.83   (W)   HD_HELD1
 DQ7512* NAVD 88 ORTHO HEIGHT -   267.312 (meters)      877.01  (feet) ADJUSTED
 DQ7512  ______________________________________________________________________
 DQ7512  GEOID HEIGHT    -        -30.190 (meters)                     GEOID18
 DQ7512  DYNAMIC HEIGHT  -        267.270 (meters)      876.87  (feet) COMP
 DQ7512  MODELED GRAVITY -    980,455.1   (mgal)                       NAVD 88
 DQ7512
 DQ7512  VERT ORDER      -  SECOND    CLASS I
 DQ7512
 DQ7512.The horizontal coordinates were determined by differentially corrected
 DQ7512.hand held GPS observations or other comparable positioning techniques
 DQ7512.and have an estimated accuracy of +/- 3 meters.
 DQ7512
 DQ7512.The orthometric height was determined by differential leveling and
 DQ7512.adjusted by the NATIONAL GEODETIC SURVEY
 DQ7512.in May 2019.
 DQ7512
 DQ7512.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ7512.GEOID18 height accuracy estimate available here.
 DQ7512
 DQ7512.Click photographs - Photos may exist for this station.
 DQ7512
 DQ7512.The dynamic height is computed by dividing the NAVD 88
 DQ7512.geopotential number by the normal gravity value computed on the
 DQ7512.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ7512.degrees latitude (g = 980.6199 gals.).
 DQ7512
 DQ7512.The modeled gravity was interpolated from observed gravity values.
 DQ7512
 DQ7512;                    North         East    Units  Estimated Accuracy
 DQ7512;SPC MN S     -   267,253.3     916,109.7     MT  (+/- 3 meters HH1 GPS) 
 DQ7512
 DQ7512_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWK3657527061(NAD 83)
 DQ7512
 DQ7512                          SUPERSEDED SURVEY CONTROL
 DQ7512
 DQ7512.No superseded survey control is available for this station.
 DQ7512
 DQ7512_MARKER: F = FLANGE-ENCASED ROD
 DQ7512_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DQ7512_STAMPING: 2510 BB 2017
 DQ7512_MARK LOGO: MNDT
 DQ7512_PROJECTION: RECESSED 8 CENTIMETERS
 DQ7512_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DQ7512_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ7512_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ7512+SATELLITE: SATELLITE OBSERVATIONS - October 04, 2023
 DQ7512_ROD/PIPE-DEPTH: 14.3 meters
 DQ7512
 DQ7512  HISTORY     - Date     Condition        Report By
 DQ7512  HISTORY     - 20170503 MONUMENTED       MNDT
 DQ7512  HISTORY     - 20231004 GOOD             MNDT
 DQ7512
 DQ7512                          STATION DESCRIPTION
 DQ7512
 DQ7512'DESCRIBED BY MN DEPT OF TRANSP 2017
 DQ7512'THE MARK IS LOCATED ABOUT 4.25 MI (6.84 KM) SOUTH OF RED WING.
 DQ7512'
 DQ7512'TO REACH THE MARK GO 5.9 MI (9.5 KM) SOUTH ALONG TRUNK HIGHWAY 58 FROM
 DQ7512'THE JUNCTION OF TRUNK HIGHWAY 58 AND TRUNK HIGHWAY 61 IN RED WING, AT
 DQ7512'TRUNK HIGHWAY 58 MILE POINT 17.65.
 DQ7512'
 DQ7512'THE MARK IS LOCATED 48.5 FT (14.8 M) WEST OF TRUNK HIGHWAY 58, 31.6 FT
 DQ7512'(9.6 M) SOUTH OF A DRIVEWAY, 5.4 FT (1.6 M) NORTH OF CABLE BOX NUMBER
 DQ7512'F13 21, 1.5 FT (0.5 M) EAST OF A WITNESS POST.
 DQ7512'
 DQ7512'NOTE-THE STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM ROD
 DQ7512'DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION REMOVABLE DISK
 DQ7512'SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH PVC
 DQ7512'PIPE BACK FILLED WITH WASHED SAND.
 DQ7512
 DQ7512                          STATION RECOVERY (2023)
 DQ7512
 DQ7512'RECOVERY NOTE BY MN DEPT OF TRANSP 2023 (MJS)
 DQ7512'4.25 MI (6.84 KM) SOUTH OF RED WING, 5.9 MI (9.5 KM) SOUTH ALONG TRUNK
 DQ7512'HIGHWAY 58 FROM THE JUNCTION OF TRUNK HIGHWAY 58 AND TRUNK HIGHWAY 61
 DQ7512'IN RED WING, AT TRUNK HIGHWAY 58 MILE POINT 17.65, 48.5 FT (14.8 M)
 DQ7512'WEST OF TRUNK HIGHWAY 58, 31.6 FT (9.6 M) SOUTH OF A DRIVEWAY, 5.4 FT
 DQ7512'(1.6 M) NORTH OF CABLE BOX NUMBER F13 21, 1.5 FT (0.5 M) EAST OF A
 DQ7512'WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DQ7509 ***********************************************************************
 DQ7509  DESIGNATION -  2510 BC
 DQ7509  PID         -  DQ7509
 DQ7509  STATE/COUNTY-  MN/GOODHUE
 DQ7509  COUNTRY     -  US
 DQ7509  USGS QUAD   -  RED WING (2019)
 DQ7509
 DQ7509                         *CURRENT SURVEY CONTROL
 DQ7509  ______________________________________________________________________
 DQ7509* NAD 83(1986) POSITION- 44 31 38.09   (N) 092 31 24.49   (W)   HD_HELD1
 DQ7509* NAVD 88 ORTHO HEIGHT -   323.309 (meters)     1060.72  (feet) ADJUSTED
 DQ7509  ______________________________________________________________________
 DQ7509  GEOID HEIGHT    -        -30.213 (meters)                     GEOID18
 DQ7509  DYNAMIC HEIGHT  -        323.262 (meters)     1060.57  (feet) COMP
 DQ7509  MODELED GRAVITY -    980,463.8   (mgal)                       NAVD 88
 DQ7509
 DQ7509  VERT ORDER      -  SECOND    CLASS I
 DQ7509
 DQ7509.The horizontal coordinates were determined by differentially corrected
 DQ7509.hand held GPS observations or other comparable positioning techniques
 DQ7509.and have an estimated accuracy of +/- 3 meters.
 DQ7509
 DQ7509.The orthometric height was determined by differential leveling and
 DQ7509.adjusted by the NATIONAL GEODETIC SURVEY
 DQ7509.in May 2019.
 DQ7509
 DQ7509.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ7509.GEOID18 height accuracy estimate available here.
 DQ7509
 DQ7509.Click photographs - Photos may exist for this station.
 DQ7509
 DQ7509.The dynamic height is computed by dividing the NAVD 88
 DQ7509.geopotential number by the normal gravity value computed on the
 DQ7509.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ7509.degrees latitude (g = 980.6199 gals.).
 DQ7509
 DQ7509.The modeled gravity was interpolated from observed gravity values.
 DQ7509
 DQ7509;                    North         East    Units  Estimated Accuracy
 DQ7509;SPC MN S     -   270,754.5     917,357.6     MT  (+/- 3 meters HH1 GPS) 
 DQ7509
 DQ7509_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWK3786530546(NAD 83)
 DQ7509
 DQ7509                          SUPERSEDED SURVEY CONTROL
 DQ7509
 DQ7509.No superseded survey control is available for this station.
 DQ7509
 DQ7509_MARKER: F = FLANGE-ENCASED ROD
 DQ7509_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DQ7509_STAMPING: 2510 BC 2017
 DQ7509_MARK LOGO: MNDT
 DQ7509_PROJECTION: RECESSED 8 CENTIMETERS
 DQ7509_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DQ7509_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ7509_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ7509+SATELLITE: SATELLITE OBSERVATIONS - October 04, 2023
 DQ7509_ROD/PIPE-DEPTH: 9.8 meters
 DQ7509
 DQ7509  HISTORY     - Date     Condition        Report By
 DQ7509  HISTORY     - 20170427 MONUMENTED       MNDT
 DQ7509  HISTORY     - 20231004 GOOD             MNDT
 DQ7509
 DQ7509                          STATION DESCRIPTION
 DQ7509
 DQ7509'DESCRIBED BY MN DEPT OF TRANSP 2017
 DQ7509'THE MARK IS LOCATED ABOUT 2.75 MI (4.42 KM) SOUTH OF RED WING.
 DQ7509'
 DQ7509'TO REACH THE MARK GO 3.35 MI (5.39 KM) SOUTH ALONG TRUNK HIGHWAY 58
 DQ7509'FROM THE JUNCTION OF TRUNK HIGHWAY 58 AND TRUNK HIGHWAY 61 IN RED
 DQ7509'WING, AT TRUNK HIGHWAY 58 MILE POINT 20.3.
 DQ7509'
 DQ7509'THE MARK IS LOCATED 66.0 FT (20.1 M) WEST OF SOUTHBOUND TRUNK HIGHWAY
 DQ7509'58, 66.2 FT (20.2 M) SOUTH OF AN ENTRANCE, 1.5 FT (0.5 M) EAST OF A
 DQ7509'WITNESS POST.
 DQ7509'
 DQ7509'NOTE-THE STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM ROD
 DQ7509'DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION REMOVABLE DISK
 DQ7509'SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH PVC
 DQ7509'PIPE BACK FILLED WITH WASHED SAND.
 DQ7509
 DQ7509                          STATION RECOVERY (2023)
 DQ7509
 DQ7509'RECOVERY NOTE BY MN DEPT OF TRANSP 2023 (MJS)
 DQ7509'2.75 MI (4.42 KM) SOUTH OF RED WING, 3.35 MI (5.39 KM) SOUTH ALONG
 DQ7509'TRUNK HIGHWAY 58 FROM THE JUNCTION OF TRUNK HIGHWAY 58 AND TRUNK
 DQ7509'HIGHWAY 61 IN RED WING, AT TRUNK HIGHWAY 58 MILE POINT 20.3, 66.0 FT
 DQ7509'(20.1 M) WEST OF SOUTHBOUND TRUNK HIGHWAY 58, 66.2 FT (20.2 M) SOUTH
 DQ7509'OF AN ENTRANCE, 1.5 FT (0.5 M) EAST OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DQ7508 ***********************************************************************
 DQ7508  DESIGNATION -  2510 BD
 DQ7508  PID         -  DQ7508
 DQ7508  STATE/COUNTY-  MN/GOODHUE
 DQ7508  COUNTRY     -  US
 DQ7508  USGS QUAD   -  RED WING (2019)
 DQ7508
 DQ7508                         *CURRENT SURVEY CONTROL
 DQ7508  ______________________________________________________________________
 DQ7508* NAD 83(1986) POSITION- 44 32 28.83   (N) 092 31 10.85   (W)   HD_HELD1
 DQ7508* NAVD 88 ORTHO HEIGHT -   308.771 (meters)     1013.03  (feet) ADJUSTED
 DQ7508  ______________________________________________________________________
 DQ7508  GEOID HEIGHT    -        -30.225 (meters)                     GEOID18
 DQ7508  DYNAMIC HEIGHT  -        308.727 (meters)     1012.88  (feet) COMP
 DQ7508  MODELED GRAVITY -    980,467.3   (mgal)                       NAVD 88
 DQ7508
 DQ7508  VERT ORDER      -  SECOND    CLASS I
 DQ7508
 DQ7508.The horizontal coordinates were determined by differentially corrected
 DQ7508.hand held GPS observations or other comparable positioning techniques
 DQ7508.and have an estimated accuracy of +/- 3 meters.
 DQ7508
 DQ7508.The orthometric height was determined by differential leveling and
 DQ7508.adjusted by the NATIONAL GEODETIC SURVEY
 DQ7508.in May 2019.
 DQ7508
 DQ7508.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ7508.GEOID18 height accuracy estimate available here.
 DQ7508
 DQ7508.Click photographs - Photos may exist for this station.
 DQ7508
 DQ7508.The dynamic height is computed by dividing the NAVD 88
 DQ7508.geopotential number by the normal gravity value computed on the
 DQ7508.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ7508.degrees latitude (g = 980.6199 gals.).
 DQ7508
 DQ7508.The modeled gravity was interpolated from observed gravity values.
 DQ7508
 DQ7508;                    North         East    Units  Estimated Accuracy
 DQ7508;SPC MN S     -   272,325.7     917,630.4     MT  (+/- 3 meters HH1 GPS) 
 DQ7508
 DQ7508_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWK3815732113(NAD 83)
 DQ7508
 DQ7508                          SUPERSEDED SURVEY CONTROL
 DQ7508
 DQ7508.No superseded survey control is available for this station.
 DQ7508
 DQ7508_MARKER: F = FLANGE-ENCASED ROD
 DQ7508_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DQ7508_STAMPING: 2510 BD 2017
 DQ7508_MARK LOGO: MNDT
 DQ7508_PROJECTION: RECESSED 10 CENTIMETERS
 DQ7508_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DQ7508_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ7508_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ7508+SATELLITE: SATELLITE OBSERVATIONS - October 04, 2023
 DQ7508_ROD/PIPE-DEPTH: 6.7 meters
 DQ7508
 DQ7508  HISTORY     - Date     Condition        Report By
 DQ7508  HISTORY     - 20170502 MONUMENTED       MNDT
 DQ7508  HISTORY     - 20231004 GOOD             MNDT
 DQ7508
 DQ7508                          STATION DESCRIPTION
 DQ7508
 DQ7508'DESCRIBED BY MN DEPT OF TRANSP 2017
 DQ7508'THE MARK IS LOCATED ABOUT IN RED WING.
 DQ7508'
 DQ7508'TO REACH THE MARK GO 2.35 MI (3.78 KM) SOUTH ALONG TRUNK HIGHWAY 58
 DQ7508'FROM THE JUNCTION OF TRUNK HIGHWAY 58 AND TRUNK HIGHWAY 61 IN RED
 DQ7508'WING, AT TRUNK HIGHWAY 58 MILE POINT 21.35.
 DQ7508'
 DQ7508'THE MARK IS LOCATED 75.2 FT (22.9 M) NORTHWEST OF SOUTHBOUND TRUNK
 DQ7508'HIGHWAY 58.
 DQ7508'
 DQ7508'NOTE-THE STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM ROD
 DQ7508'DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION REMOVABLE DISK
 DQ7508'SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH PVC
 DQ7508'PIPE BACK FILLED WITH WASHED SAND.
 DQ7508
 DQ7508                          STATION RECOVERY (2023)
 DQ7508
 DQ7508'RECOVERY NOTE BY MN DEPT OF TRANSP 2023 (MJS)
 DQ7508'IN RED WING, 2.35 MI (3.78 KM) SOUTH ALONG TRUNK HIGHWAY 58 FROM THE
 DQ7508'JUNCTION OF TRUNK HIGHWAY 58 AND TRUNK HIGHWAY 61 IN RED WING, AT
 DQ7508'TRUNK HIGHWAY 58 MILE POINT 21.35, 75.2 FT (22.9 M) NORTHWEST OF
 DQ7508'SOUTHBOUND TRUNK HIGHWAY 58.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DQ7507 ***********************************************************************
 DQ7507  DESIGNATION -  2510 BE
 DQ7507  PID         -  DQ7507
 DQ7507  STATE/COUNTY-  MN/GOODHUE
 DQ7507  COUNTRY     -  US
 DQ7507  USGS QUAD   -  RED WING (2019)
 DQ7507
 DQ7507                         *CURRENT SURVEY CONTROL
 DQ7507  ______________________________________________________________________
 DQ7507* NAD 83(1986) POSITION- 44 33 13.89   (N) 092 30 49.58   (W)   HD_HELD1
 DQ7507* NAVD 88 ORTHO HEIGHT -   254.710 (meters)      835.66  (feet) ADJUSTED
 DQ7507  ______________________________________________________________________
 DQ7507  GEOID HEIGHT    -        -30.243 (meters)                     GEOID18
 DQ7507  DYNAMIC HEIGHT  -        254.674 (meters)      835.54  (feet) COMP
 DQ7507  MODELED GRAVITY -    980,469.9   (mgal)                       NAVD 88
 DQ7507
 DQ7507  VERT ORDER      -  SECOND    CLASS I
 DQ7507
 DQ7507.The horizontal coordinates were determined by differentially corrected
 DQ7507.hand held GPS observations or other comparable positioning techniques
 DQ7507.and have an estimated accuracy of +/- 3 meters.
 DQ7507
 DQ7507.The orthometric height was determined by differential leveling and
 DQ7507.adjusted by the NATIONAL GEODETIC SURVEY
 DQ7507.in May 2019.
 DQ7507
 DQ7507.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ7507.GEOID18 height accuracy estimate available here.
 DQ7507
 DQ7507.Click photographs - Photos may exist for this station.
 DQ7507
 DQ7507.The dynamic height is computed by dividing the NAVD 88
 DQ7507.geopotential number by the normal gravity value computed on the
 DQ7507.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ7507.degrees latitude (g = 980.6199 gals.).
 DQ7507
 DQ7507.The modeled gravity was interpolated from observed gravity values.
 DQ7507
 DQ7507;                    North         East    Units  Estimated Accuracy
 DQ7507;SPC MN S     -   273,724.8     918,074.5     MT  (+/- 3 meters HH1 GPS) 
 DQ7507
 DQ7507_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWK3861833506(NAD 83)
 DQ7507
 DQ7507                          SUPERSEDED SURVEY CONTROL
 DQ7507
 DQ7507.No superseded survey control is available for this station.
 DQ7507
 DQ7507_MARKER: F = FLANGE-ENCASED ROD
 DQ7507_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DQ7507_STAMPING: 2510 BE 2017
 DQ7507_MARK LOGO: MNDT
 DQ7507_PROJECTION: RECESSED 8 CENTIMETERS
 DQ7507_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DQ7507_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ7507_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ7507+SATELLITE: SATELLITE OBSERVATIONS - October 04, 2023
 DQ7507_ROD/PIPE-DEPTH: 5.8 meters
 DQ7507
 DQ7507  HISTORY     - Date     Condition        Report By
 DQ7507  HISTORY     - 20170426 MONUMENTED       MNDT
 DQ7507  HISTORY     - 20231004 GOOD             MNDT
 DQ7507
 DQ7507                          STATION DESCRIPTION
 DQ7507
 DQ7507'DESCRIBED BY MN DEPT OF TRANSP 2017
 DQ7507'THE MARK IS LOCATED ABOUT IN RED WING.
 DQ7507'
 DQ7507'TO REACH THE MARK GO 1.4 MI (2.3 KM) SOUTH ALONG TRUNK HIGHWAY 58 FROM
 DQ7507'THE JUNCTION OF TRUNK HIGHWAY 58 AND TRUNK HIGHWAY 61 IN RED WING, AT
 DQ7507'TRUNK HIGHWAY 58 MILE POINT 22.3.
 DQ7507'
 DQ7507'THE MARK IS LOCATED 29.7 FT (9.1 M) WEST OF SOUTHBOUND TRUNK HIGHWAY
 DQ7507'58, 12.7 FT (3.9 M) EAST OF A WOOD FENCE, 49.4 FT (15.1 M) SOUTH OF A
 DQ7507'POWER POLE WITH 2 GUY WIRES, 1.5 FT (0.5 M) EAST OF A WITNESS POST.
 DQ7507'
 DQ7507'NOTE - THE STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM
 DQ7507'ROD DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION REMOVABLE
 DQ7507'DISK SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH
 DQ7507'PVC PIPE BACK FILLED WITH WASHED SAND.
 DQ7507
 DQ7507                          STATION RECOVERY (2023)
 DQ7507
 DQ7507'RECOVERY NOTE BY MN DEPT OF TRANSP 2023 (MJS)
 DQ7507'IN RED WING, 1.4 MI (2.3 KM) SOUTH ALONG TRUNK HIGHWAY 58 FROM THE
 DQ7507'JUNCTION OF TRUNK HIGHWAY 58 AND TRUNK HIGHWAY 61 IN RED WING, AT
 DQ7507'TRUNK HIGHWAY 58 MILE POINT 22.3, 29.7 FT (9.1 M) WEST OF SOUTHBOUND
 DQ7507'TRUNK HIGHWAY 58, 12.7 FT (3.9 M) EAST OF A WOOD FENCE, 49.4 FT (15.1
 DQ7507'M) SOUTH OF A POWER POLE WITH 2 GUY WIRES, 1.5 FT (0.5 M) EAST OF A
 DQ7507'WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DQ7506 ***********************************************************************
 DQ7506  DESIGNATION -  2510 BF
 DQ7506  PID         -  DQ7506
 DQ7506  STATE/COUNTY-  MN/GOODHUE
 DQ7506  COUNTRY     -  US
 DQ7506  USGS QUAD   -  RED WING (2019)
 DQ7506
 DQ7506                         *CURRENT SURVEY CONTROL
 DQ7506  ______________________________________________________________________
 DQ7506* NAD 83(1986) POSITION- 44 33 46.57   (N) 092 31 42.71   (W)   HD_HELD1
 DQ7506* NAVD 88 ORTHO HEIGHT -   223.649 (meters)      733.76  (feet) ADJUSTED
 DQ7506  ______________________________________________________________________
 DQ7506  GEOID HEIGHT    -        -30.241 (meters)                     GEOID18
 DQ7506  DYNAMIC HEIGHT  -        223.618 (meters)      733.65  (feet) COMP
 DQ7506  MODELED GRAVITY -    980,472.6   (mgal)                       NAVD 88
 DQ7506
 DQ7506  VERT ORDER      -  SECOND    CLASS I
 DQ7506
 DQ7506.The horizontal coordinates were determined by differentially corrected
 DQ7506.hand held GPS observations or other comparable positioning techniques
 DQ7506.and have an estimated accuracy of +/- 3 meters.
 DQ7506
 DQ7506.The orthometric height was determined by differential leveling and
 DQ7506.adjusted by the NATIONAL GEODETIC SURVEY
 DQ7506.in May 2019.
 DQ7506
 DQ7506.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ7506.GEOID18 height accuracy estimate available here.
 DQ7506
 DQ7506.Click photographs - Photos may exist for this station.
 DQ7506
 DQ7506.The dynamic height is computed by dividing the NAVD 88
 DQ7506.geopotential number by the normal gravity value computed on the
 DQ7506.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ7506.degrees latitude (g = 980.6199 gals.).
 DQ7506
 DQ7506.The modeled gravity was interpolated from observed gravity values.
 DQ7506
 DQ7506;                    North         East    Units  Estimated Accuracy
 DQ7506;SPC MN S     -   274,712.1     916,884.0     MT  (+/- 3 meters HH1 GPS) 
 DQ7506
 DQ7506_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWK3744034508(NAD 83)
 DQ7506
 DQ7506                          SUPERSEDED SURVEY CONTROL
 DQ7506
 DQ7506.No superseded survey control is available for this station.
 DQ7506
 DQ7506_MARKER: F = FLANGE-ENCASED ROD
 DQ7506_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DQ7506_STAMPING: 2510 BF 2017
 DQ7506_MARK LOGO: MNDT
 DQ7506_PROJECTION: RECESSED 8 CENTIMETERS
 DQ7506_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DQ7506_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ7506_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ7506+SATELLITE: SATELLITE OBSERVATIONS - October 16, 2023
 DQ7506_ROD/PIPE-DEPTH: 3.7 meters
 DQ7506
 DQ7506  HISTORY     - Date     Condition        Report By
 DQ7506  HISTORY     - 20170426 MONUMENTED       MNDT
 DQ7506  HISTORY     - 20231016 GOOD             MNDT
 DQ7506
 DQ7506                          STATION DESCRIPTION
 DQ7506
 DQ7506'DESCRIBED BY MN DEPT OF TRANSP 2017
 DQ7506'THE MARK IS LOCATED ABOUT IN RED WING.
 DQ7506'
 DQ7506'TO REACH THE MARK GO 0.4 MI (0.6 KM) SOUTHEAST ALONG TRUNK HIGHWAY 58
 DQ7506'FROM THE JUNCTION OF TRUNK HIGHWAY 58 AND TRUNK HIGHWAY 61 IN RED
 DQ7506'WING, AT TRUNK HIGHWAY 58 MILE POINT 23.3.
 DQ7506'
 DQ7506'THE MARK IS LOCATED 52.5 FT (16.0 M) SOUTHWEST OF SOUTHBOUND TRUNK
 DQ7506'HIGHWAY 58, 99.1 FT (30.2 M) SOUTHEAST OF WEST SEVENTH STREET, 7.5 FT
 DQ7506'(2.3 M) SOUTHWEST OF A SIDEWALK, 1.5 FT (0.5 M) NORTHEAST OF A WITNESS
 DQ7506'POST.
 DQ7506'
 DQ7506'NOTE - THE STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM
 DQ7506'ROD DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION REMOVABLE
 DQ7506'DISK SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH
 DQ7506'PVC PIPE BACK FILLED WITH WASHED SAND.
 DQ7506
 DQ7506                          STATION RECOVERY (2023)
 DQ7506
 DQ7506'RECOVERY NOTE BY MN DEPT OF TRANSP 2023 (MJS)
 DQ7506'IN RED WING, 0.4 MI (0.6 KM) SOUTHEAST ALONG TRUNK HIGHWAY 58 FROM THE
 DQ7506'JUNCTION OF TRUNK HIGHWAY 58 AND TRUNK HIGHWAY 61 IN RED WING, AT
 DQ7506'TRUNK HIGHWAY 58 MILE POINT 23.3, 52.5 FT (16.0 M) SOUTHWEST OF
 DQ7506'SOUTHBOUND TRUNK HIGHWAY 58, 99.1 FT (30.2 M) SOUTHEAST OF WEST
 DQ7506'SEVENTH STREET, 7.5 FT (2.3 M) SOUTHWEST OF A SIDEWALK, 1.5 FT (0.5 M)
 DQ7506'NORTHEAST OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 PP3165 ***********************************************************************
 PP3165  DESIGNATION -  2510 C
 PP3165  PID         -  PP3165
 PP3165  STATE/COUNTY-  MN/GOODHUE
 PP3165  COUNTRY     -  US
 PP3165  USGS QUAD   -  ZUMBROTA (2019)
 PP3165
 PP3165                         *CURRENT SURVEY CONTROL
 PP3165  ______________________________________________________________________
 PP3165* NAD 83(1996) POSITION- 44 18 23.63956(N) 092 39 47.77656(W)   NO CHECK
 PP3165* NAVD 88 ORTHO HEIGHT -   308.118 (meters)     1010.88  (feet) ADJUSTED
 PP3165  ______________________________________________________________________
 PP3165  GEOID HEIGHT    -        -29.971 (meters)                     GEOID18
 PP3165  LAPLACE CORR    -         -3.49  (seconds)                    DEFLEC18
 PP3165  DYNAMIC HEIGHT  -        308.061 (meters)     1010.70  (feet) COMP
 PP3165  MODELED GRAVITY -    980,427.7   (mgal)                       NAVD 88
 PP3165
 PP3165  HORZ ORDER      -  SECOND
 PP3165  VERT ORDER      -  SECOND    CLASS I
 PP3165
 PP3165.The horizontal coordinates were established by classical geodetic methods
 PP3165.and adjusted by the National Geodetic Survey in March 1999.
 PP3165
 PP3165.No horizontal observational check was made to the station.
 PP3165
 PP3165.The orthometric height was determined by differential leveling and
 PP3165.adjusted by the NATIONAL GEODETIC SURVEY
 PP3165.in May 2019.
 PP3165
 PP3165.Significant digits in the geoid height do not necessarily reflect accuracy.
 PP3165.GEOID18 height accuracy estimate available here.
 PP3165
 PP3165.Click photographs - Photos may exist for this station.
 PP3165
 PP3165.The Laplace correction was computed from DEFLEC18 derived deflections.
 PP3165
 PP3165.The dynamic height is computed by dividing the NAVD 88
 PP3165.geopotential number by the normal gravity value computed on the
 PP3165.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP3165.degrees latitude (g = 980.6199 gals.).
 PP3165
 PP3165.The modeled gravity was interpolated from observed gravity values.
 PP3165
 PP3165. The following values were computed from the NAD 83(1996) position.
 PP3165
 PP3165;                    North         East     Units Scale Factor Converg.
 PP3165;SPC MN S     -   246,046.267   906,647.877   MT  0.99992780   +0 56 13.0
 PP3165;SPC MN S     -   807,236.79  2,974,560.58   sFT  0.99992780   +0 56 13.0
 PP3165;UTM  15      - 4,905,978.555   526,857.534   MT  0.99960887   +0 14 06.7
 PP3165
 PP3165!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PP3165!SPC MN S     -   0.99995639  x   0.99992780  =   0.99988419
 PP3165!UTM  15      -   0.99995639  x   0.99960887  =   0.99956528
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWK2685705978(NAD 83)
 PP3165
 PP3165|---------------------------------------------------------------------|
 PP3165| PID    Reference Object                     Distance      Geod. Az  |
 PP3165|                                                           dddmmss.s |
 PP3165| PP2323 TANK                                APPROX. 2.3 KM 1734440.9 |
 PP3165| CR9163 ZUMBROTA FIRST CONG CH SPIRE                       19301     |
 PP3165|---------------------------------------------------------------------|
 PP3165
 PP3165                          SUPERSEDED SURVEY CONTROL
 PP3165
 PP3165  NAD 83(1991)-  44 18 23.63053(N)    092 39 47.77162(W) AD(       ) 2
 PP3165  NAD 83(1986)-  44 18 23.63055(N)    092 39 47.77157(W) AD(       ) 2
 PP3165  NAVD 88 (06/15/95)  308.123  (m)         1010.90   (f) SUPERSEDED  2 1
 PP3165  NGVD 29             308.08   (m)         1010.8    (f) LEVELING    3  
 PP3165
 PP3165.Superseded values are not recommended for survey control.
 PP3165
 PP3165.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PP3165.See file dsdata.pdf to determine how the superseded data were derived.
 PP3165
 PP3165_MARKER: DV = VERTICAL CONTROL DISK
 PP3165_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 PP3165_STAMPING: 2510 C 1982
 PP3165_MARK LOGO: MNDT
 PP3165_PROJECTION: FLUSH
 PP3165_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 PP3165_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PP3165_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 PP3165+SATELLITE: SATELLITE OBSERVATIONS - September 20, 2023
 PP3165
 PP3165  HISTORY     - Date     Condition        Report By
 PP3165  HISTORY     - 19821001 MONUMENTED       MNDT
 PP3165  HISTORY     - 1982     GOOD             MNDT
 PP3165  HISTORY     - 20010915 GOOD             USPSQD
 PP3165  HISTORY     - 20050917 GOOD             USPSQD
 PP3165  HISTORY     - 20090624 GOOD             MNDT
 PP3165  HISTORY     - 20170405 GOOD             MNDT
 PP3165  HISTORY     - 20230920 GOOD             MNDT
 PP3165
 PP3165                          STATION DESCRIPTION
 PP3165
 PP3165'DESCRIBED BY MN DEPT OF TRANSP 1982 (OCO)
 PP3165'THE STATION IS LOCATED ABOUT 1 MILE NORTH OF THE TOWN OF ZUMBROTA, IN
 PP3165'THE NW 1/4 OF SECTION 30, T110N, R15W, ON THE SOUTH RIGHT-OF-WAY OF A
 PP3165'GRAVEL ROAD, 320 FEET EAST OF TRUNK HIGHWAY 58 MILEPOINT 1.8.
 PP3165'
 PP3165'TO REACH THE STATION FROM THE JUNCTION OF TRUNK HIGHWAY 52 AND TRUNK
 PP3165'HIGHWAY 58 IN ZUMBROTA, GO NORTH ON TRUNK HIGHWAY 58 FOR 1.75 MILES TO
 PP3165'A GRAVEL ROAD ON THE RIGHT, TURN RIGHT AND GO EAST ON THE GRAVEL ROAD
 PP3165'FOR 320 FEET TO THE MARK ON THE RIGHT.
 PP3165'
 PP3165'THE STATION MARK, A STANDARD MNDT VERTICAL CONTROL MONUMENT DISK
 PP3165'STAMPED---2510 C 1982---, IS FASTENED TO THE TOP OF A DRIVEN 14 FOOT
 PP3165'LONG ALUMINUM ALLOY ROD THAT IS FLUSH WITH THE SURFACE OF THE GROUND
 PP3165'AND ABOUT 2 FEET LOWER THAN THE GRAVEL ROAD.  THE MARK IS 29 FEET
 PP3165'SOUTH OF THE CENTER OF THE ROAD, 5.4 FEET NORTH OF A POWER POLE, 93.4
 PP3165'FEET SOUTHWEST OF A 15 INCH DIAMETER MAPLE TREE, AND 3.0 FEET WEST OF
 PP3165'A STEEL WITNESS POST.  A MAGNET IN THE DISK MAKES THE MARK MAGNETIC.
 PP3165'
 PP3165'THIS STATION IS AN AZIMUTH MARK FOR STATION TANK MNDT.
 PP3165
 PP3165                          STATION RECOVERY (1982)
 PP3165
 PP3165'RECOVERY NOTE BY MN DEPT OF TRANSP 1982
 PP3165'1.0 MI NNE FROM ZUMBROTA.
 PP3165'THE MARK IS LOCATED 1.75 MILES NORTH ALONG TRUNK HIGHWAY 58 FROM ITS
 PP3165'JUNCTION WITH TRUNK HIGHWAY 52 IN ZUMBROTA THENCE 320 FEET EAST ALONG
 PP3165'A GRAVEL ROAD, IN THE NORTHWEST 1/4 OF SECTION 30, T110N, R15W AT
 PP3165'HIGHWAY 58 MILEPOINT 1.8.  THE MARK IS 29 FEET SOUTH OF AND 2 FEET
 PP3165'LOWER THAN THE CENTER OF THE GRAVEL ROAD, 5.4 FEET NORTH OF A POWER
 PP3165'POLE, AND 93.4 FEET SOUTHWEST OF A 15 INCH MAPLE TREE.  THE MARK, A
 PP3165'STANDARD MNDT VERTICAL CONTROL MARK DISK STAMPED---2510 C 1982---, IS
 PP3165'FASTENED TO THE TOP OF A DRIVEN 14 FOOT LONG ALUMINUM ALLOY ROD THAT
 PP3165'IS 3.0 FEET WEST OF A STEEL WITNESS POST.  THE MARK IS MAGNETIC.
 PP3165
 PP3165                          STATION RECOVERY (2001)
 PP3165
 PP3165'RECOVERY NOTE BY US POWER SQUADRON 2001 (BC)
 PP3165'RECOVERED IN GOOD CONDITION.
 PP3165
 PP3165                          STATION RECOVERY (2005)
 PP3165
 PP3165'RECOVERY NOTE BY US POWER SQUADRON 2005 (AEH)
 PP3165'RECOVERED IN GOOD CONDITION.
 PP3165
 PP3165                          STATION RECOVERY (2009)
 PP3165
 PP3165'RECOVERY NOTE BY MN DEPT OF TRANSP 2009 (WEF)
 PP3165'RECOVERED AS DESCRIBED.
 PP3165
 PP3165                          STATION RECOVERY (2017)
 PP3165
 PP3165'RECOVERY NOTE BY MN DEPT OF TRANSP 2017 (KMS)
 PP3165'THE MARK IS LOCATED ABOUT 1.0 MI (1.6 KM) NORTH OF ZUMBROTA.
 PP3165'
 PP3165'TO REACH 1.75 MI (2.82 KM) NORTH ALONG TRUNK HIGHWAY 58 FROM THE
 PP3165'JUNCTION OF TRUNK HIGHWAY 52 AND TRUNK HIGHWAY 58 IN ZUMBROTA TO TRUNK
 PP3165'HIGHWAY 58 MILE POINT 1.8, THEN 0.05 MI (0.08 KM) EAST ON 443RD
 PP3165'STREET.
 PP3165'
 PP3165'THE MARK IS LOCATED 29.0 FT (8.8 M) SOUTH OF 443RD STREET, 5.4 FT (1.6
 PP3165'M) NORTH OF A POWER POLE, 4.5 FT (1.4 M) NORTH OF A WITNESS POST.
 PP3165
 PP3165                          STATION RECOVERY (2023)
 PP3165
 PP3165'RECOVERY NOTE BY MN DEPT OF TRANSP 2023 (MJS)
 PP3165'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 PP3310 ***********************************************************************
 PP3310  DESIGNATION -  2510 J
 PP3310  PID         -  PP3310
 PP3310  STATE/COUNTY-  MN/GOODHUE
 PP3310  COUNTRY     -  US
 PP3310  USGS QUAD   -  MAZEPPA (2019)
 PP3310
 PP3310                         *CURRENT SURVEY CONTROL
 PP3310  ______________________________________________________________________
 PP3310* NAD 83(1986) POSITION- 44 21 37.76   (N) 092 36 53.08   (W)   HD_HELD1
 PP3310* NAVD 88 ORTHO HEIGHT -   333.931 (meters)     1095.57  (feet) ADJUSTED
 PP3310  ______________________________________________________________________
 PP3310  GEOID HEIGHT    -        -30.047 (meters)                     GEOID18
 PP3310  DYNAMIC HEIGHT  -        333.872 (meters)     1095.38  (feet) COMP
 PP3310  MODELED GRAVITY -    980,434.2   (mgal)                       NAVD 88
 PP3310
 PP3310  VERT ORDER      -  SECOND    CLASS I
 PP3310
 PP3310.The horizontal coordinates were determined by differentially corrected
 PP3310.hand held GPS observations or other comparable positioning techniques
 PP3310.and have an estimated accuracy of +/- 3 meters.
 PP3310
 PP3310.The orthometric height was determined by differential leveling and
 PP3310.adjusted by the NATIONAL GEODETIC SURVEY
 PP3310.in May 2019.
 PP3310
 PP3310.Significant digits in the geoid height do not necessarily reflect accuracy.
 PP3310.GEOID18 height accuracy estimate available here.
 PP3310
 PP3310.Click photographs - Photos may exist for this station.
 PP3310
 PP3310.The dynamic height is computed by dividing the NAVD 88
 PP3310.geopotential number by the normal gravity value computed on the
 PP3310.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP3310.degrees latitude (g = 980.6199 gals.).
 PP3310
 PP3310.The modeled gravity was interpolated from observed gravity values.
 PP3310
 PP3310;                    North         East    Units  Estimated Accuracy
 PP3310;SPC MN S     -   252,101.2     910,417.6     MT  (+/- 3 meters HH1 GPS) 
 PP3310
 PP3310_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWK3069911984(NAD 83)
 PP3310
 PP3310                          SUPERSEDED SURVEY CONTROL
 PP3310
 PP3310  NAVD 88 (06/15/95)  333.933  (m)         1095.58   (f) SUPERSEDED  2 1
 PP3310
 PP3310.Superseded values are not recommended for survey control.
 PP3310
 PP3310.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PP3310.See file dsdata.pdf to determine how the superseded data were derived.
 PP3310
 PP3310_MARKER: DV = VERTICAL CONTROL DISK
 PP3310_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 PP3310_STAMPING: 2510 J 1982
 PP3310_MARK LOGO: MNDT
 PP3310_PROJECTION: RECESSED 5 CENTIMETERS
 PP3310_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 PP3310_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PP3310_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 PP3310+SATELLITE: SATELLITE OBSERVATIONS - September 20, 2023
 PP3310
 PP3310  HISTORY     - Date     Condition        Report By
 PP3310  HISTORY     - 19821001 MONUMENTED       MNDT
 PP3310  HISTORY     - 20090624 GOOD             MNDT
 PP3310  HISTORY     - 20170405 GOOD             MNDT
 PP3310  HISTORY     - 20230920 GOOD             MNDT
 PP3310
 PP3310                          STATION DESCRIPTION
 PP3310
 PP3310'DESCRIBED BY MN DEPT OF TRANSP 1982
 PP3310'2.5 MI SSE FROM GOODHUE.
 PP3310'THE MARK IS LOCATED 2.55 MILES SOUTH ALONG TRUNK HIGHWAY 58 FROM ITS
 PP3310'JUNCTION WITH COUNTY ROAD 9 IN GOODHUE ON LAND OWNED BY MR HOLST AND
 PP3310'IS IN THE SOUTHEAST 1/4 OF SECTION 4, T110N, R15W AT HIGHWAY 58
 PP3310'MILEPOINT 6.4.  THE MARK IS 105.5 FEET SOUTHEAST OF AND 1 FOOT LOWER
 PP3310'THAN THE CENTERLINE OF THE HIGHWAY, 127 FEET NORTH OF THE CENTER OF
 PP3310'AN ENTRANCE, 113 FEET SOUTH OF A POWER POLE, 90.3 FEET WEST-NORTHWEST
 PP3310'OF THE SOUTHWEST CORNER OF A METAL SHED, 60.5 FEET NORTH-NORTHEAST OF
 PP3310'A 18 INCH PINE TREE AND IS LOCATED BETWEEN TWO LARGE MAPLE TREES.
 PP3310'THE MARK, A STANDARD MNDT VERTICAL CONTROL MARK DISK STAMPED---2510 J
 PP3310'1982---, IS FASTENED TO THE TOP OF A 15 FOOT LONG DRIVEN ALUMINUM
 PP3310'ALLOY ROD AND IS FLUSH WITH THE GROUND.  THE MARK IS MAGNETIC.
 PP3310
 PP3310                          STATION RECOVERY (2009)
 PP3310
 PP3310'RECOVERY NOTE BY MN DEPT OF TRANSP 2009 (WEF)
 PP3310'RECOVERED AS DESCRIBED.
 PP3310
 PP3310                          STATION RECOVERY (2017)
 PP3310
 PP3310'RECOVERY NOTE BY MN DEPT OF TRANSP 2017 (KMS)
 PP3310'THE MARK IS LOCATED ABOUT 2.5 MI (4.0 KM) SOUTH-SOUTHEAST OF GOODHUE.
 PP3310'
 PP3310'TO REACH THE MARK GO 2.55 MI (4.10 KM) SOUTH ALONG TRUNK HIGHWAY 58
 PP3310'FROM THE JUNCTION OF TRUNK HIGHWAY 58 AND COUNTY ROAD 9 IN GOODHUE, AT
 PP3310'TRUNK HIGHWAY 58 MILE POINT 6.4.
 PP3310'
 PP3310'THE MARK IS LOCATED 105.5 FT (32.2 M) SOUTHEAST OF TRUNK HIGHWAY 58,
 PP3310'127 FT (38.7 M) NORTH OF A DRIVEWAY NUMBER 40606, 113 FT (34.4 M)
 PP3310'SOUTH OF A POWER POLE, 90.3 FT (27.5 M) WEST-NORTHWEST OF THE
 PP3310'NORTHWEST CORNER OF A METAL SHED, 60.5 FT (18.4 M) NORTH-NORTHEAST OF
 PP3310'A 18 INCH PINE TREE, BETWEEN 2 LARGE MAPLE TREES.
 PP3310
 PP3310                          STATION RECOVERY (2023)
 PP3310
 PP3310'RECOVERY NOTE BY MN DEPT OF TRANSP 2023 (MJS)
 PP3310'THE SURVEY MARK IS ON PRIVATE PROPERTY AND HAS BEEN ABANDONED FOR
 PP3310'MNDOT GEODETIC USE.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 PP3312 ***********************************************************************
 PP3312  DESIGNATION -  2510 K
 PP3312  PID         -  PP3312
 PP3312  STATE/COUNTY-  MN/GOODHUE
 PP3312  COUNTRY     -  US
 PP3312  USGS QUAD   -  MAZEPPA (2019)
 PP3312
 PP3312                         *CURRENT SURVEY CONTROL
 PP3312  ______________________________________________________________________
 PP3312* NAD 83(1986) POSITION- 44 22 07.66   (N) 092 36 45.75   (W)   HD_HELD1
 PP3312* NAVD 88 ORTHO HEIGHT -   326.534 (meters)     1071.30  (feet) ADJUSTED
 PP3312  ______________________________________________________________________
 PP3312  GEOID HEIGHT    -        -30.053 (meters)                     GEOID18
 PP3312  DYNAMIC HEIGHT  -        326.476 (meters)     1071.11  (feet) COMP
 PP3312  MODELED GRAVITY -    980,434.6   (mgal)                       NAVD 88
 PP3312
 PP3312  VERT ORDER      -  SECOND    CLASS I
 PP3312
 PP3312.The horizontal coordinates were determined by differentially corrected
 PP3312.hand held GPS observations or other comparable positioning techniques
 PP3312.and have an estimated accuracy of +/- 3 meters.
 PP3312
 PP3312.The orthometric height was determined by differential leveling and
 PP3312.adjusted by the NATIONAL GEODETIC SURVEY
 PP3312.in May 2019.
 PP3312
 PP3312.Significant digits in the geoid height do not necessarily reflect accuracy.
 PP3312.GEOID18 height accuracy estimate available here.
 PP3312
 PP3312.Click photographs - Photos may exist for this station.
 PP3312
 PP3312.The dynamic height is computed by dividing the NAVD 88
 PP3312.geopotential number by the normal gravity value computed on the
 PP3312.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP3312.degrees latitude (g = 980.6199 gals.).
 PP3312
 PP3312.The modeled gravity was interpolated from observed gravity values.
 PP3312
 PP3312;                    North         East    Units  Estimated Accuracy
 PP3312;SPC MN S     -   253,026.7     910,564.2     MT  (+/- 3 meters HH1 GPS) 
 PP3312
 PP3312_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWK3085712908(NAD 83)
 PP3312
 PP3312                          SUPERSEDED SURVEY CONTROL
 PP3312
 PP3312  NAVD 88 (06/15/95)  326.522  (m)         1071.26   (f) SUPERSEDED  2 1
 PP3312
 PP3312.Superseded values are not recommended for survey control.
 PP3312
 PP3312.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PP3312.See file dsdata.pdf to determine how the superseded data were derived.
 PP3312
 PP3312_MARKER: DV = VERTICAL CONTROL DISK
 PP3312_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 PP3312_STAMPING: 2510 K 1982
 PP3312_MARK LOGO: MNDT
 PP3312_PROJECTION: RECESSED 5 CENTIMETERS
 PP3312_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 PP3312_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PP3312_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 PP3312+SATELLITE: SATELLITE OBSERVATIONS - September 20, 2023
 PP3312
 PP3312  HISTORY     - Date     Condition        Report By
 PP3312  HISTORY     - 1982     MONUMENTED       MNDT
 PP3312  HISTORY     - 20090624 GOOD             MNDT
 PP3312  HISTORY     - 20170404 GOOD             MNDT
 PP3312  HISTORY     - 20230920 GOOD             MNDT
 PP3312
 PP3312                          STATION DESCRIPTION
 PP3312
 PP3312'DESCRIBED BY MN DEPT OF TRANSP 1982
 PP3312'2.0 MI SSE FROM GOODHUE.
 PP3312'THE MARK IS LOCATED 2.0 MILES SOUTH ALONG TRUNK HIGHWAY 58 FROM ITS
 PP3312'JUNCTION WITH COUNTY ROAD 9 AT GOODHUE, NEAR THE JUNCTION OF COUNTY
 PP3312'ROAD 16 AND HIGHWAY 58 IN THE NORTHEAST 1/4 OF SECTION 4, T110N,
 PP3312'R15W.  THE MARK IS 250 FEET EAST OF HIGHWAY 58, 31.5 FEET SOUTH OF
 PP3312'COUNTY ROAD 16, 3.2 FEET NORTH OF A POWER POLE AND 1.0 FEET SOUTH OF
 PP3312'A STEEL WITNESS POST.  THE MARK, A STANDARD MNDT VERTICAL CONTROL
 PP3312'MARK DISK STAMPED---2510 K 1982---, IS FASTENED TO THE TOP OF A 14
 PP3312'FOOT LONG DRIVEN ALUMINUM ALLOY ROD.  THE MARK IS MAGNETIC.
 PP3312
 PP3312                          STATION RECOVERY (2009)
 PP3312
 PP3312'RECOVERY NOTE BY MN DEPT OF TRANSP 2009 (WEF)
 PP3312'RECOVERED AS DESCRIBED.
 PP3312
 PP3312                          STATION RECOVERY (2017)
 PP3312
 PP3312'RECOVERY NOTE BY MN DEPT OF TRANSP 2017 (KMS)
 PP3312'RECOVERED AS DESCRIBED.
 PP3312
 PP3312                          STATION RECOVERY (2023)
 PP3312
 PP3312'RECOVERY NOTE BY MN DEPT OF TRANSP 2023 (MJS)
 PP3312'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 PP3314 ***********************************************************************
 PP3314  DESIGNATION -  2510 M
 PP3314  PID         -  PP3314
 PP3314  STATE/COUNTY-  MN/GOODHUE
 PP3314  COUNTRY     -  US
 PP3314  USGS QUAD   -  GOODHUE EAST (2019)
 PP3314
 PP3314                         *CURRENT SURVEY CONTROL
 PP3314  ______________________________________________________________________
 PP3314* NAD 83(1986) POSITION- 44 22 59.98   (N) 092 36 53.39   (W)   HD_HELD1
 PP3314* NAVD 88 ORTHO HEIGHT -   336.856 (meters)     1105.17  (feet) ADJUSTED
 PP3314  ______________________________________________________________________
 PP3314  GEOID HEIGHT    -        -30.057 (meters)                     GEOID18
 PP3314  DYNAMIC HEIGHT  -        336.797 (meters)     1104.97  (feet) COMP
 PP3314  MODELED GRAVITY -    980,435.1   (mgal)                       NAVD 88
 PP3314
 PP3314  VERT ORDER      -  SECOND    CLASS I
 PP3314
 PP3314.The horizontal coordinates were determined by differentially corrected
 PP3314.hand held GPS observations or other comparable positioning techniques
 PP3314.and have an estimated accuracy of +/- 3 meters.
 PP3314
 PP3314.The orthometric height was determined by differential leveling and
 PP3314.adjusted by the NATIONAL GEODETIC SURVEY
 PP3314.in May 2019.
 PP3314
 PP3314.Significant digits in the geoid height do not necessarily reflect accuracy.
 PP3314.GEOID18 height accuracy estimate available here.
 PP3314
 PP3314.Click photographs - Photos may exist for this station.
 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     -   254,638.4     910,367.7     MT  (+/- 3 meters HH1 GPS) 
 PP3314
 PP3314_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWK3068114521(NAD 83)
 PP3314
 PP3314                          SUPERSEDED SURVEY CONTROL
 PP3314
 PP3314  NAVD 88 (06/15/95)  336.861  (m)         1105.18   (f) SUPERSEDED  2 1
 PP3314
 PP3314.Superseded values are not recommended for survey control.
 PP3314
 PP3314.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PP3314.See file dsdata.pdf to determine how the superseded data were derived.
 PP3314
 PP3314_MARKER: DV = VERTICAL CONTROL DISK
 PP3314_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 PP3314_STAMPING: 2510 M 1982
 PP3314_MARK LOGO: MNDT
 PP3314_PROJECTION: FLUSH
 PP3314_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 PP3314_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PP3314_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 PP3314+SATELLITE: SATELLITE OBSERVATIONS - September 20, 2023
 PP3314
 PP3314  HISTORY     - Date     Condition        Report By
 PP3314  HISTORY     - 19821001 MONUMENTED       MNDT
 PP3314  HISTORY     - 20090625 GOOD             MNDT
 PP3314  HISTORY     - 20170404 GOOD             MNDT
 PP3314  HISTORY     - 20230920 GOOD             MNDT
 PP3314
 PP3314                          STATION DESCRIPTION
 PP3314
 PP3314'DESCRIBED BY MN DEPT OF TRANSP 1982
 PP3314'1.0 MI SSE FROM GOODHUE.
 PP3314'THE MARK IS LOCATED 1.0 MILES SOUTH ALONG TRUNK HIGHWAY 58 FROM ITS
 PP3314'JUNCTION OF COUNTY ROAD 9 AT GOODHUE TO MILE POINT 7.95 AND IS IN THE
 PP3314'NORTHEAST 1/4 OF SECTION 33, T111N, R15W.  THE MARK IS 1 FEET EAST OF
 PP3314'AND 4 FEET HIGHER THAN THE CENTERLINE OF THE HIGHWAY, 31 FEET SOUTH
 PP3314'OF THE CENTER OF AN EAST-WEST CROSSROAD, 175 FEET WEST OF THE CENTER
 PP3314'OF AN ENTRANCE TO THE ROY MEHRKENS FARMSTEAD, 2.9 FEET WEST OF A
 PP3314'POWER POLE AND 0.8 FOOT SOUTH OF A STEEL WITNESS POST.  THE MARK, A
 PP3314'STANDARD MNDT VERTICAL CONTROL MARK DISK STAMPED---2510 M 1982---, IS
 PP3314'FASTENED TO THE TOP OF A 24.5 FOOT LONG ALUMINUM ALLOY ROD AND IS
 PP3314'FLUSH WITH THE SURFACE OF THE GROUND.  THE MARK IS MAGNETIC.
 PP3314
 PP3314                          STATION RECOVERY (2009)
 PP3314
 PP3314'RECOVERY NOTE BY MN DEPT OF TRANSP 2009 (WEF)
 PP3314'RECOVERED AS DESCRIBED.
 PP3314
 PP3314                          STATION RECOVERY (2017)
 PP3314
 PP3314'RECOVERY NOTE BY MN DEPT OF TRANSP 2017 (KMS)
 PP3314'THE MARK IS LOCATED ABOUT 1.0 MI (1.6 KM) SOUTH-SOUTHEAST OF GOODHUE.
 PP3314'
 PP3314'TO REACH THE MARK GO 1.0 MI (1.6 KM) SOUTH ALONG TRUNK HIGHWAY 58 FROM
 PP3314'THE JUNCTION OF TRUNK HIGHWAY 58 AND COUNTY ROAD 9 IN GOODHUE, AT
 PP3314'TRUNK HIGHWAY 58 MILE POINT 7.95.
 PP3314'
 PP3314'TO REACH THE MARK GO 250.6 EAST OF TRUNK HIGHWAY 58, 31 FT (9.4 M)
 PP3314'SOUTH OF 390TH STREET, 175 FT (53.3 M) WEST OF A DRIVEWAY NUMBER 20865
 PP3314'EXTENDED, 2.9 FT (0.9 M) WEST OF A POWER POLE, 0.8 FT (24 CM) SOUTH OF
 PP3314'A WITNESS POST.
 PP3314
 PP3314                          STATION RECOVERY (2023)
 PP3314
 PP3314'RECOVERY NOTE BY MN DEPT OF TRANSP 2023 (MJS)
 PP3314'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DQ7528 ***********************************************************************
 DQ7528  DESIGNATION -  2510 Q RESET
 DQ7528  PID         -  DQ7528
 DQ7528  STATE/COUNTY-  MN/GOODHUE
 DQ7528  COUNTRY     -  US
 DQ7528  USGS QUAD   -  GOODHUE EAST (2019)
 DQ7528
 DQ7528                         *CURRENT SURVEY CONTROL
 DQ7528  ______________________________________________________________________
 DQ7528* NAD 83(1986) POSITION- 44 23 54.20   (N) 092 37 19.06   (W)   HD_HELD1
 DQ7528* NAVD 88 ORTHO HEIGHT -   338.749 (meters)     1111.38  (feet) ADJUSTED
 DQ7528  ______________________________________________________________________
 DQ7528  GEOID HEIGHT    -        -30.055 (meters)                     GEOID18
 DQ7528  DYNAMIC HEIGHT  -        338.691 (meters)     1111.19  (feet) COMP
 DQ7528  MODELED GRAVITY -    980,435.3   (mgal)                       NAVD 88
 DQ7528
 DQ7528  VERT ORDER      -  SECOND    CLASS I
 DQ7528
 DQ7528.The horizontal coordinates were determined by differentially corrected
 DQ7528.hand held GPS observations or other comparable positioning techniques
 DQ7528.and have an estimated accuracy of +/- 3 meters.
 DQ7528
 DQ7528.The orthometric height was determined by differential leveling and
 DQ7528.adjusted by the NATIONAL GEODETIC SURVEY
 DQ7528.in May 2019.
 DQ7528
 DQ7528.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ7528.GEOID18 height accuracy estimate available here.
 DQ7528
 DQ7528.Click photographs - Photos may exist for this station.
 DQ7528
 DQ7528.The dynamic height is computed by dividing the NAVD 88
 DQ7528.geopotential number by the normal gravity value computed on the
 DQ7528.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ7528.degrees latitude (g = 980.6199 gals.).
 DQ7528
 DQ7528.The modeled gravity was interpolated from observed gravity values.
 DQ7528
 DQ7528;                    North         East    Units  Estimated Accuracy
 DQ7528;SPC MN S     -   256,302.0     909,771.4     MT  (+/- 3 meters HH1 GPS) 
 DQ7528
 DQ7528_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWK3010516192(NAD 83)
 DQ7528
 DQ7528                          SUPERSEDED SURVEY CONTROL
 DQ7528
 DQ7528.No superseded survey control is available for this station.
 DQ7528
 DQ7528_MARKER: F = FLANGE-ENCASED ROD
 DQ7528_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DQ7528_STAMPING: 2510 Q RESET 2015
 DQ7528_MARK LOGO: MNDT
 DQ7528_PROJECTION: RECESSED 10 CENTIMETERS
 DQ7528_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DQ7528_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ7528_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DQ7528+SATELLITE: SATELLITE OBSERVATIONS - September 21, 2023
 DQ7528_ROD/PIPE-DEPTH: 5.8 meters
 DQ7528
 DQ7528  HISTORY     - Date     Condition        Report By
 DQ7528  HISTORY     - 20150513 MONUMENTED       MNDT
 DQ7528  HISTORY     - 20170404 GOOD             MNDT
 DQ7528  HISTORY     - 20230921 GOOD             MNDT
 DQ7528
 DQ7528                          STATION DESCRIPTION
 DQ7528
 DQ7528'DESCRIBED BY MN DEPT OF TRANSP 2017 (KMS)
 DQ7528'THE MARK IS LOCATED ABOUT IN SOUTHEAST PART OF GOODHUE.
 DQ7528'
 DQ7528'TO REACH THE MARK GO 0.1 MI (0.2 KM) WEST ALONG COUNTY ROAD 9 FROM THE
 DQ7528'JUNCTION OF COUNTY ROAD 9 AND TRUNK HIGHWAY 58 IN GOODHUE.
 DQ7528'
 DQ7528'THE MARK IS LOCATED 168 FT (51.2 M) NORTH OF COUNTY ROAD 9, 31.0 FT
 DQ7528'(9.4 M) WEST OF BROADWAY STREET, 122 FT (37.2 M) SOUTH OF A POWER POLE
 DQ7528'WITH MULTIPLE TRANSFORMERS, 109 FT (33.2 M) NORTH OF A FIRE HYDRANT,
 DQ7528'2.5 FT (0.8 M) SOUTHEAST OF A POWER POLE, 1.0 FT (0.3 M) EAST OF A
 DQ7528'WITNESS POST.
 DQ7528'
 DQ7528'NOTE-THE STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM ROD
 DQ7528'DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION REMOVABLE DISK
 DQ7528'SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH PVC
 DQ7528'PIPE BACK FILLED WITH WASHED SAND.
 DQ7528
 DQ7528                          STATION RECOVERY (2023)
 DQ7528
 DQ7528'RECOVERY NOTE BY MN DEPT OF TRANSP 2023 (MJS)
 DQ7528'IN THE SOUTHEAST PART OF GOODHUE, 0.1 MI (0.2 KM) WEST ALONG COUNTY
 DQ7528'ROAD 9 FROM THE JUNCTION OF COUNTY ROAD 9 AND TRUNK HIGHWAY 58 IN
 DQ7528'GOODHUE, 168.0 FT (51.2 M) NORTH OF COUNTY ROAD 9, 31.0 FT (9.4 M)
 DQ7528'WEST OF BROADWAY STREET, 122.0 FT (37.2 M) SOUTH OF A POWER POLE WITH
 DQ7528'MULTIPLE TRANSFORMERS, 109.0 FT (33.2 M) NORTH OF A FIRE HYDRANT, 2.5
 DQ7528'FT (0.8 M) SOUTHEAST OF A POWER POLE, 1.0 FT (0.3 M) EAST OF A WITNESS
 DQ7528'POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DQ7526 ***********************************************************************
 DQ7526  DESIGNATION -  2510 S RESET
 DQ7526  PID         -  DQ7526
 DQ7526  STATE/COUNTY-  MN/GOODHUE
 DQ7526  COUNTRY     -  US
 DQ7526  USGS QUAD   -  GOODHUE EAST (2019)
 DQ7526
 DQ7526                         *CURRENT SURVEY CONTROL
 DQ7526  ______________________________________________________________________
 DQ7526* NAD 83(1986) POSITION- 44 25 10.89   (N) 092 37 17.71   (W)   HD_HELD1
 DQ7526* NAVD 88 ORTHO HEIGHT -   345.010 (meters)     1131.92  (feet) ADJUSTED
 DQ7526  ______________________________________________________________________
 DQ7526  GEOID HEIGHT    -        -30.065 (meters)                     GEOID18
 DQ7526  DYNAMIC HEIGHT  -        344.951 (meters)     1131.73  (feet) COMP
 DQ7526  MODELED GRAVITY -    980,437.1   (mgal)                       NAVD 88
 DQ7526
 DQ7526  VERT ORDER      -  SECOND    CLASS I
 DQ7526
 DQ7526.The horizontal coordinates were determined by differentially corrected
 DQ7526.hand held GPS observations or other comparable positioning techniques
 DQ7526.and have an estimated accuracy of +/- 3 meters.
 DQ7526
 DQ7526.The orthometric height was determined by differential leveling and
 DQ7526.adjusted by the NATIONAL GEODETIC SURVEY
 DQ7526.in May 2019.
 DQ7526
 DQ7526.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ7526.GEOID18 height accuracy estimate available here.
 DQ7526
 DQ7526.Click photographs - Photos may exist for this station.
 DQ7526
 DQ7526.The dynamic height is computed by dividing the NAVD 88
 DQ7526.geopotential number by the normal gravity value computed on the
 DQ7526.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ7526.degrees latitude (g = 980.6199 gals.).
 DQ7526
 DQ7526.The modeled gravity was interpolated from observed gravity values.
 DQ7526
 DQ7526;                    North         East    Units  Estimated Accuracy
 DQ7526;SPC MN S     -   258,669.2     909,761.4     MT  (+/- 3 meters HH1 GPS) 
 DQ7526
 DQ7526_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWK3012418558(NAD 83)
 DQ7526
 DQ7526                          SUPERSEDED SURVEY CONTROL
 DQ7526
 DQ7526.No superseded survey control is available for this station.
 DQ7526
 DQ7526_MARKER: I = METAL ROD
 DQ7526_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DQ7526_STAMPING: 2510 S RESET 2017
 DQ7526_MARK LOGO: MNDT
 DQ7526_PROJECTION: RECESSED 5 CENTIMETERS
 DQ7526_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DQ7526_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ7526_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ7526+SATELLITE: SATELLITE OBSERVATIONS - September 21, 2023
 DQ7526_ROD/PIPE-DEPTH: 6.1 meters
 DQ7526
 DQ7526  HISTORY     - Date     Condition        Report By
 DQ7526  HISTORY     - 20170404 MONUMENTED       MNDT
 DQ7526  HISTORY     - 20200421 GOOD             MNDT
 DQ7526  HISTORY     - 20230921 GOOD             MNDT
 DQ7526
 DQ7526                          STATION DESCRIPTION
 DQ7526
 DQ7526'DESCRIBED BY MN DEPT OF TRANSP 2017
 DQ7526'THE MARK IS LOCATED ABOUT 1.25 MI (2.01 KM) NORTH OF GOODHUE.
 DQ7526'
 DQ7526'TO REACH THE MARK GO 1.5 MI (2.4 KM) NORTH ALONG TRUNK HIGHWAY 58 FROM
 DQ7526'THE JUNCTION OF TRUNK HIGHWAY 58 AND COUNTY ROAD 9 IN GOODHUE, AT
 DQ7526'TRUNK HIGHWAY 58 MILE POINT 10.6.
 DQ7526'
 DQ7526'THE MARK IS LOCATED 96.5 FT (29.4 M) WEST TRUNK HIGHWAY 58, 0.9 FT (27
 DQ7526'CM) NORTH A FENCE LINE, 0.9 FT (27 CM) EAST OF A WITNESS POST.
 DQ7526'
 DQ7526'NOTE-THE STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM ROD
 DQ7526'DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION REMOVABLE DISK
 DQ7526'SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH PVC
 DQ7526'PIPE BACK FILLED WITH WASHED SAND.
 DQ7526
 DQ7526                          STATION RECOVERY (2020)
 DQ7526
 DQ7526'RECOVERY NOTE BY MN DEPT OF TRANSP 2020 (BJG)
 DQ7526'RECOVERED IN GOOD CONDITION.
 DQ7526
 DQ7526                          STATION RECOVERY (2023)
 DQ7526
 DQ7526'RECOVERY NOTE BY MN DEPT OF TRANSP 2023 (MJS)
 DQ7526'1.25 MI (2.01 KM) NORTH OF GOODHUE, 1.5 MI (2.4 KM) NORTH ALONG TRUNK
 DQ7526'HIGHWAY 58 FROM THE JUNCTION OF TRUNK HIGHWAY 58 AND COUNTY ROAD 9 IN
 DQ7526'GOODHUE, AT TRUNK HIGHWAY 58 MILE POINT 10.6, 96.5 FT (29.4 M) WEST OF
 DQ7526'TRUNK HIGHWAY 58, 0.9 FT (27 CM) NORTH A FENCE LINE, 0.9 FT (27 CM)
 DQ7526'EAST OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DQ7525 ***********************************************************************
 DQ7525  DESIGNATION -  2510 T RESET
 DQ7525  PID         -  DQ7525
 DQ7525  STATE/COUNTY-  MN/GOODHUE
 DQ7525  COUNTRY     -  US
 DQ7525  USGS QUAD   -  GOODHUE EAST (2019)
 DQ7525
 DQ7525                         *CURRENT SURVEY CONTROL
 DQ7525  ______________________________________________________________________
 DQ7525* NAD 83(1986) POSITION- 44 25 48.68   (N) 092 37 07.60   (W)   HD_HELD1
 DQ7525* NAVD 88 ORTHO HEIGHT -   343.837 (meters)     1128.07  (feet) ADJUSTED
 DQ7525  ______________________________________________________________________
 DQ7525  GEOID HEIGHT    -        -30.073 (meters)                     GEOID18
 DQ7525  DYNAMIC HEIGHT  -        343.778 (meters)     1127.88  (feet) COMP
 DQ7525  MODELED GRAVITY -    980,438.4   (mgal)                       NAVD 88
 DQ7525
 DQ7525  VERT ORDER      -  SECOND    CLASS I
 DQ7525
 DQ7525.The horizontal coordinates were determined by differentially corrected
 DQ7525.hand held GPS observations or other comparable positioning techniques
 DQ7525.and have an estimated accuracy of +/- 3 meters.
 DQ7525
 DQ7525.The orthometric height was determined by differential leveling and
 DQ7525.adjusted by the NATIONAL GEODETIC SURVEY
 DQ7525.in May 2019.
 DQ7525
 DQ7525.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ7525.GEOID18 height accuracy estimate available here.
 DQ7525
 DQ7525.Click photographs - Photos may exist for this station.
 DQ7525
 DQ7525.The dynamic height is computed by dividing the NAVD 88
 DQ7525.geopotential number by the normal gravity value computed on the
 DQ7525.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ7525.degrees latitude (g = 980.6199 gals.).
 DQ7525
 DQ7525.The modeled gravity was interpolated from observed gravity values.
 DQ7525
 DQ7525;                    North         East    Units  Estimated Accuracy
 DQ7525;SPC MN S     -   259,839.1     909,965.3     MT  (+/- 3 meters HH1 GPS) 
 DQ7525
 DQ7525_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWK3034219725(NAD 83)
 DQ7525
 DQ7525                          SUPERSEDED SURVEY CONTROL
 DQ7525
 DQ7525.No superseded survey control is available for this station.
 DQ7525
 DQ7525_MARKER: I = METAL ROD
 DQ7525_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DQ7525_STAMPING: 2510 T RESET 2017
 DQ7525_MARK LOGO: MNDT
 DQ7525_PROJECTION: RECESSED 8 CENTIMETERS
 DQ7525_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DQ7525_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ7525_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ7525+SATELLITE: SATELLITE OBSERVATIONS - September 21, 2023
 DQ7525_ROD/PIPE-DEPTH: 5.2 meters
 DQ7525
 DQ7525  HISTORY     - Date     Condition        Report By
 DQ7525  HISTORY     - 20170404 MONUMENTED       MNDT
 DQ7525  HISTORY     - 20230921 GOOD             MNDT
 DQ7525
 DQ7525                          STATION DESCRIPTION
 DQ7525
 DQ7525'DESCRIBED BY MN DEPT OF TRANSP 2017
 DQ7525'THE MARK IS LOCATED ABOUT 2.0 MI (3.2 KM) NORTH OF GOODHUE.
 DQ7525'
 DQ7525'TO REACH THE MARK GO 2.2 MI (3.5 KM) NORTH ALONG TRUNK HIGHWAY 58 FROM
 DQ7525'THE JUNCTION OF TRUNK HIGHWAY 58 AND COUNTY ROAD 9 IN GOODHUE, AT
 DQ7525'TRUNK HIGHWAY 58 MILE POINT 11.35.
 DQ7525'
 DQ7525'THE MARK IS LOCATED 110.0 FT (33.5 M) SOUTHEAST OF TRUNK HIGHWAY 58,
 DQ7525'1.1 FT (0.3 M) SOUTH OF A WITNESS POST.
 DQ7525'
 DQ7525'NOTE-THE STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM ROD
 DQ7525'DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION REMOVABLE DISK
 DQ7525'SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH PVC
 DQ7525'PIPE BACK FILLED WITH WASHED SAND.
 DQ7525
 DQ7525                          STATION RECOVERY (2023)
 DQ7525
 DQ7525'RECOVERY NOTE BY MN DEPT OF TRANSP 2023 (MJS)
 DQ7525'2.0 MI (3.2 KM) NORTH OF GOODHUE, 2.2 MI (3.5 KM) NORTH ALONG TRUNK
 DQ7525'HIGHWAY 58 FROM THE JUNCTION OF TRUNK HIGHWAY 58 AND COUNTY ROAD 9 IN
 DQ7525'GOODHUE, AT TRUNK HIGHWAY 58 MILE POINT 11.35, 110.0 FT (33.5 M)
 DQ7525'SOUTHEAST OF TRUNK HIGHWAY 58, 1.1 FT (0.3 M) SOUTH OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 PP3333 ***********************************************************************
 PP3333  DESIGNATION -  2510 U
 PP3333  PID         -  PP3333
 PP3333  STATE/COUNTY-  MN/GOODHUE
 PP3333  COUNTRY     -  US
 PP3333  USGS QUAD   -  GOODHUE EAST (2019)
 PP3333
 PP3333                         *CURRENT SURVEY CONTROL
 PP3333  ______________________________________________________________________
 PP3333* NAD 83(1986) POSITION- 44 26 13.20   (N) 092 36 40.80   (W)   HD_HELD1
 PP3333* NAVD 88 ORTHO HEIGHT -   345.683 (meters)     1134.13  (feet) ADJUSTED
 PP3333  ______________________________________________________________________
 PP3333  GEOID HEIGHT    -        -30.085 (meters)                     GEOID18
 PP3333  DYNAMIC HEIGHT  -        345.624 (meters)     1133.93  (feet) COMP
 PP3333  MODELED GRAVITY -    980,439.8   (mgal)                       NAVD 88
 PP3333
 PP3333  VERT ORDER      -  SECOND    CLASS I
 PP3333
 PP3333.The horizontal coordinates were determined by differentially corrected
 PP3333.hand held GPS observations or other comparable positioning techniques
 PP3333.and have an estimated accuracy of +/- 3 meters.
 PP3333
 PP3333.The orthometric height was determined by differential leveling and
 PP3333.adjusted by the NATIONAL GEODETIC SURVEY
 PP3333.in May 2019.
 PP3333
 PP3333.Significant digits in the geoid height do not necessarily reflect accuracy.
 PP3333.GEOID18 height accuracy estimate available here.
 PP3333
 PP3333.Click photographs - Photos may exist for this station.
 PP3333
 PP3333.The dynamic height is computed by dividing the NAVD 88
 PP3333.geopotential number by the normal gravity value computed on the
 PP3333.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP3333.degrees latitude (g = 980.6199 gals.).
 PP3333
 PP3333.The modeled gravity was interpolated from observed gravity values.
 PP3333
 PP3333;                    North         East    Units  Estimated Accuracy
 PP3333;SPC MN S     -   260,605.9     910,545.0     MT  (+/- 3 meters HH1 GPS) 
 PP3333
 PP3333_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWK3093120484(NAD 83)
 PP3333
 PP3333                          SUPERSEDED SURVEY CONTROL
 PP3333
 PP3333  NAVD 88 (06/15/95)  345.678  (m)         1134.11   (f) SUPERSEDED  2 1
 PP3333
 PP3333.Superseded values are not recommended for survey control.
 PP3333
 PP3333.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PP3333.See file dsdata.pdf to determine how the superseded data were derived.
 PP3333
 PP3333_MARKER: DV = VERTICAL CONTROL DISK
 PP3333_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 PP3333_STAMPING: 2510 U 1984
 PP3333_MARK LOGO: MNDT
 PP3333_PROJECTION: FLUSH
 PP3333_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 PP3333_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PP3333_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 PP3333+SATELLITE: SATELLITE OBSERVATIONS - September 21, 2023
 PP3333
 PP3333  HISTORY     - Date     Condition        Report By
 PP3333  HISTORY     - 1984     MONUMENTED       MNDT
 PP3333  HISTORY     - 20090625 GOOD             MNDT
 PP3333  HISTORY     - 20170404 GOOD             MNDT
 PP3333  HISTORY     - 20230921 GOOD             MNDT
 PP3333
 PP3333                          STATION DESCRIPTION
 PP3333
 PP3333'DESCRIBED BY MN DEPT OF TRANSP 1984
 PP3333'2.5 MI NORTH FROM GOODHUE.
 PP3333'THE MARK IS LOCATED ABOUT 2-1/2 MILES NORTH OF THE CITY OF GOODHUE IN
 PP3333'THE SOUTHEAST 1/4 OF SECTION 9, T111N, R15W, 2.8 MILES NORTH ALONG
 PP3333'TRUNK HIGHWAY 58 FROM ITS JUNCTION WITH COUNTY ROAD 9 IN GOODHUE AT
 PP3333'HIGHWAY 58 MILEPOINT 11.9, 154.0 FEET SOUTHEAST OF AND ABOUT 4 FEET
 PP3333'HIGHER THAN THE CENTERLINE OF THE HIGHWAY, 141.4 FEET EAST OF A POWER
 PP3333'POLE, 1.5 FEET WEST OF A FENCE LINE, AND 1.5 FEET SOUTH OF A STEEL
 PP3333'WITNESS POST.  THE MARK, A STANDARD MNDT ALUMINUM VERTICAL CONTROL
 PP3333'MONUMENT DISK STAMPED---2510 U 1984---, IS FASTENED TO THE TOP OF A
 PP3333'DRIVEN (TO REFUSAL) 5/8 INCH DIAMETER BY 15 FOOT LONG ALLUMINUM ALLOY
 PP3333'ROD AND IS FLUSH WITH THE GROUND.  A MAGNET IN THE DISK MAKES THE
 PP3333'MARK MAGNETIC.
 PP3333
 PP3333                          STATION RECOVERY (2009)
 PP3333
 PP3333'RECOVERY NOTE BY MN DEPT OF TRANSP 2009 (WEF)
 PP3333'RECOVERED AS DESCRIBED.
 PP3333
 PP3333                          STATION RECOVERY (2017)
 PP3333
 PP3333'RECOVERY NOTE BY MN DEPT OF TRANSP 2017 (KMS)
 PP3333'RECOVERED AS DESCRIBED.
 PP3333
 PP3333                          STATION RECOVERY (2023)
 PP3333
 PP3333'RECOVERY NOTE BY MN DEPT OF TRANSP 2023 (MJS)
 PP3333'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 PP3335 ***********************************************************************
 PP3335  DESIGNATION -  2510 W
 PP3335  PID         -  PP3335
 PP3335  STATE/COUNTY-  MN/GOODHUE
 PP3335  COUNTRY     -  US
 PP3335  USGS QUAD   -  GOODHUE EAST (2019)
 PP3335
 PP3335                         *CURRENT SURVEY CONTROL
 PP3335  ______________________________________________________________________
 PP3335* NAD 83(1986) POSITION- 44 26 47.05   (N) 092 35 46.62   (W)   HD_HELD1
 PP3335* NAVD 88 ORTHO HEIGHT -   345.033 (meters)     1132.00  (feet) ADJUSTED
 PP3335  ______________________________________________________________________
 PP3335  GEOID HEIGHT    -        -30.107 (meters)                     GEOID18
 PP3335  DYNAMIC HEIGHT  -        344.975 (meters)     1131.81  (feet) COMP
 PP3335  MODELED GRAVITY -    980,442.2   (mgal)                       NAVD 88
 PP3335
 PP3335  VERT ORDER      -  SECOND    CLASS I
 PP3335
 PP3335.The horizontal coordinates were determined by differentially corrected
 PP3335.hand held GPS observations or other comparable positioning techniques
 PP3335.and have an estimated accuracy of +/- 3 meters.
 PP3335
 PP3335.The orthometric height was determined by differential leveling and
 PP3335.adjusted by the NATIONAL GEODETIC SURVEY
 PP3335.in May 2019.
 PP3335
 PP3335.Significant digits in the geoid height do not necessarily reflect accuracy.
 PP3335.GEOID18 height accuracy estimate available here.
 PP3335
 PP3335.Click photographs - Photos may exist for this station.
 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     -   261,670.9     911,725.0     MT  (+/- 3 meters HH1 GPS) 
 PP3335
 PP3335_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWK3212321535(NAD 83)
 PP3335
 PP3335                          SUPERSEDED SURVEY CONTROL
 PP3335
 PP3335  NAVD 88 (06/15/95)  345.033  (m)         1132.00   (f) SUPERSEDED  2 1
 PP3335
 PP3335.Superseded values are not recommended for survey control.
 PP3335
 PP3335.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PP3335.See file dsdata.pdf to determine how the superseded data were derived.
 PP3335
 PP3335_MARKER: DV = VERTICAL CONTROL DISK
 PP3335_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 PP3335_STAMPING: 2510 W 1984
 PP3335_MARK LOGO: MNDT
 PP3335_PROJECTION: FLUSH
 PP3335_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 PP3335_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PP3335_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PP3335+SATELLITE: SATELLITE OBSERVATIONS - September 21, 2023
 PP3335
 PP3335  HISTORY     - Date     Condition        Report By
 PP3335  HISTORY     - 1984     MONUMENTED       MNDT
 PP3335  HISTORY     - 20090625 GOOD             MNDT
 PP3335  HISTORY     - 20170404 GOOD             MNDT
 PP3335  HISTORY     - 20230921 GOOD             MNDT
 PP3335
 PP3335                          STATION DESCRIPTION
 PP3335
 PP3335'DESCRIBED BY MN DEPT OF TRANSP 1984
 PP3335'3.2 MI NNE FROM GOODHUE.
 PP3335'THE MARK IS LOCATED ABOUT 3-1/4 MILES NORTH-NORTHEAST OF THE CITY OF
 PP3335'GOODHUE IN THE SOUTHEAST 1/4 OF SECTION 3, T111N, R15W, 3.8 MILES
 PP3335'NORTH ALONG TRUNK HIGHWAY 58 FROM ITS JUNCTION WITH COUNTY ROAD 9 IN
 PP3335'GOODHUE AT HIGHWAY 58 MILEPOINT 12.9, 98.5 FEET SOUTHEAST OF AND
 PP3335'ABOUT 6 FEET LOWER THAN THE CENTERLINE OF THE HIGHWAY, 1.8 FEET
 PP3335'NORTHWEST OF A POWER POLE WITH A GUY WIRE, AND 1.1 FEET NORTH OF A
 PP3335'STEEL WITNESS POST.  THE MARK, A STANDARD MNDT ALUMINUM VERTICAL
 PP3335'CONTROL MONUMENT DISK STAMPED---2510 W 1984---, IS FASTENED TO THE
 PP3335'TOP OF A DRIVEN (TO REFUSAL) 5/8 INCH DIAMETER BY 30 FOOT LONG
 PP3335'ALUMINUM ALLOY ROD AND IS FLUSH WITH THE GROUND.  A MAGNET IN THE
 PP3335'DISK MAKES THE MARK MAGNETIC.
 PP3335
 PP3335                          STATION RECOVERY (2009)
 PP3335
 PP3335'RECOVERY NOTE BY MN DEPT OF TRANSP 2009 (WEF)
 PP3335'RECOVERED AS DESCRIBED.
 PP3335
 PP3335                          STATION RECOVERY (2017)
 PP3335
 PP3335'RECOVERY NOTE BY MN DEPT OF TRANSP 2017 (KMS)
 PP3335'RECOVERED AS DESCRIBED.
 PP3335
 PP3335                          STATION RECOVERY (2023)
 PP3335
 PP3335'RECOVERY NOTE BY MN DEPT OF TRANSP 2023 (MJS)
 PP3335'3.25 MI (5.23 KM) NORTH-NORTHEAST OF GOODHUE, 3.8 MI (6.1 KM) NORTH
 PP3335'ALONG TRUNK HIGHWAY 58 FROM THE JUNCTION OF TRUNK HIGHWAY 58 AND
 PP3335'COUNTY ROAD 9 IN GOODHUE, AT TRUNK HIGHWAY 58 MILE POINT 12.95, 98.5
 PP3335'FT (30.0 M) SOUTHEAST OF TRUNK HIGHWAY 58, 10.5 FT (3.2 M) SOUTH OF A
 PP3335'POWER POLE, 1.1 FT (0.3 M) NORTH OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DQ7522 ***********************************************************************
 DQ7522  DESIGNATION -  2510 X RESET
 DQ7522  PID         -  DQ7522
 DQ7522  STATE/COUNTY-  MN/GOODHUE
 DQ7522  COUNTRY     -  US
 DQ7522  USGS QUAD   -  GOODHUE EAST (2019)
 DQ7522
 DQ7522                         *CURRENT SURVEY CONTROL
 DQ7522  ______________________________________________________________________
 DQ7522* NAD 83(1986) POSITION- 44 27 08.84   (N) 092 35 10.04   (W)   HD_HELD1
 DQ7522* NAVD 88 ORTHO HEIGHT -   327.346 (meters)     1073.97  (feet) ADJUSTED
 DQ7522  ______________________________________________________________________
 DQ7522  GEOID HEIGHT    -        -30.123 (meters)                     GEOID18
 DQ7522  DYNAMIC HEIGHT  -        327.292 (meters)     1073.79  (feet) COMP
 DQ7522  MODELED GRAVITY -    980,443.5   (mgal)                       NAVD 88
 DQ7522
 DQ7522  VERT ORDER      -  SECOND    CLASS I
 DQ7522
 DQ7522.The horizontal coordinates were determined by differentially corrected
 DQ7522.hand held GPS observations or other comparable positioning techniques
 DQ7522.and have an estimated accuracy of +/- 3 meters.
 DQ7522
 DQ7522.The orthometric height was determined by differential leveling and
 DQ7522.adjusted by the NATIONAL GEODETIC SURVEY
 DQ7522.in May 2019.
 DQ7522
 DQ7522.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ7522.GEOID18 height accuracy estimate available here.
 DQ7522
 DQ7522.Click photographs - Photos may exist for this station.
 DQ7522
 DQ7522.The dynamic height is computed by dividing the NAVD 88
 DQ7522.geopotential number by the normal gravity value computed on the
 DQ7522.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ7522.degrees latitude (g = 980.6199 gals.).
 DQ7522
 DQ7522.The modeled gravity was interpolated from observed gravity values.
 DQ7522
 DQ7522;                    North         East    Units  Estimated Accuracy
 DQ7522;SPC MN S     -   262,357.3     912,522.1     MT  (+/- 3 meters HH1 GPS) 
 DQ7522
 DQ7522_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWK3292922211(NAD 83)
 DQ7522
 DQ7522                          SUPERSEDED SURVEY CONTROL
 DQ7522
 DQ7522.No superseded survey control is available for this station.
 DQ7522
 DQ7522_MARKER: I = METAL ROD
 DQ7522_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DQ7522_STAMPING: 2510 X RESET 2017
 DQ7522_MARK LOGO: MNDT
 DQ7522_PROJECTION: RECESSED 5 CENTIMETERS
 DQ7522_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DQ7522_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ7522_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DQ7522+SATELLITE: SATELLITE OBSERVATIONS - September 21, 2023
 DQ7522_ROD/PIPE-DEPTH: 5.5 meters
 DQ7522
 DQ7522  HISTORY     - Date     Condition        Report By
 DQ7522  HISTORY     - 20170404 MONUMENTED       MNDT
 DQ7522  HISTORY     - 20230921 GOOD             MNDT
 DQ7522
 DQ7522                          STATION DESCRIPTION
 DQ7522
 DQ7522'DESCRIBED BY MN DEPT OF TRANSP 2017
 DQ7522'THE MARK IS LOCATED ABOUT 3.75 MI (6.03 KM) NORTH-NORTHEAST OF
 DQ7522'GOODHUE.
 DQ7522'
 DQ7522'TO REACH THE MARK GO 4.45 MI (7.16 KM) NORTH ALONG TRUNK HIGHWAY 58
 DQ7522'FROM THE JUNCTION OF TRUNK HIGHWAY 58 AND COUNTY ROAD 9 IN GOODHUE, AT
 DQ7522'TRUNK HIGHWAY 58 MILE POINT 13.6.
 DQ7522'
 DQ7522'THE MARK IS LOCATED 103.5 FT (31.5 M) SOUTHEAST OF TRUNK HIGHWAY 58,
 DQ7522'1.0 FT (0.3 M) SOUTH OF A WITNESS POST.
 DQ7522'
 DQ7522'NOTE-THE STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM ROD
 DQ7522'DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION REMOVABLE DISK
 DQ7522'SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH PVC
 DQ7522'PIPE BACK FILLED WITH WASHED SAND.
 DQ7522
 DQ7522                          STATION RECOVERY (2023)
 DQ7522
 DQ7522'RECOVERY NOTE BY MN DEPT OF TRANSP 2023 (MJS)
 DQ7522'3.75 MI (6.03 KM) NORTH-NORTHEAST OF GOODHUE, 4.45 MI (7.16 KM) NORTH
 DQ7522'ALONG TRUNK HIGHWAY 58 FROM THE JUNCTION OF TRUNK HIGHWAY 58 AND
 DQ7522'COUNTY ROAD 9 IN GOODHUE, AT TRUNK HIGHWAY 58 MILE POINT 13.6, 103.5
 DQ7522'FT (31.5 M) SOUTHEAST OF TRUNK HIGHWAY 58, 1.0 FT (0.3 M) SOUTHEAST OF
 DQ7522'A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DQ7520 ***********************************************************************
 DQ7520  DESIGNATION -  2510 Y RESET
 DQ7520  PID         -  DQ7520
 DQ7520  STATE/COUNTY-  MN/GOODHUE
 DQ7520  COUNTRY     -  US
 DQ7520  USGS QUAD   -  GOODHUE EAST (2019)
 DQ7520
 DQ7520                         *CURRENT SURVEY CONTROL
 DQ7520  ______________________________________________________________________
 DQ7520* NAD 83(1986) POSITION- 44 27 21.00   (N) 092 34 46.13   (W)   HD_HELD1
 DQ7520* NAVD 88 ORTHO HEIGHT -   317.420 (meters)     1041.40  (feet) ADJUSTED
 DQ7520  ______________________________________________________________________
 DQ7520  GEOID HEIGHT    -        -30.132 (meters)                     GEOID18
 DQ7520  DYNAMIC HEIGHT  -        317.367 (meters)     1041.23  (feet) COMP
 DQ7520  MODELED GRAVITY -    980,444.5   (mgal)                       NAVD 88
 DQ7520
 DQ7520  VERT ORDER      -  SECOND    CLASS I
 DQ7520
 DQ7520.The horizontal coordinates were determined by differentially corrected
 DQ7520.hand held GPS observations or other comparable positioning techniques
 DQ7520.and have an estimated accuracy of +/- 3 meters.
 DQ7520
 DQ7520.The orthometric height was determined by differential leveling and
 DQ7520.adjusted by the NATIONAL GEODETIC SURVEY
 DQ7520.in May 2019.
 DQ7520
 DQ7520.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ7520.GEOID18 height accuracy estimate available here.
 DQ7520
 DQ7520.Click photographs - Photos may exist for this station.
 DQ7520
 DQ7520.The dynamic height is computed by dividing the NAVD 88
 DQ7520.geopotential number by the normal gravity value computed on the
 DQ7520.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ7520.degrees latitude (g = 980.6199 gals.).
 DQ7520
 DQ7520.The modeled gravity was interpolated from observed gravity values.
 DQ7520
 DQ7520;                    North         East    Units  Estimated Accuracy
 DQ7520;SPC MN S     -   262,741.7     913,044.1     MT  (+/- 3 meters HH1 GPS) 
 DQ7520
 DQ7520_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWK3345522589(NAD 83)
 DQ7520
 DQ7520                          SUPERSEDED SURVEY CONTROL
 DQ7520
 DQ7520.No superseded survey control is available for this station.
 DQ7520
 DQ7520_MARKER: I = METAL ROD
 DQ7520_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DQ7520_STAMPING: 2510 Y RESET 2017
 DQ7520_MARK LOGO: MNDT
 DQ7520_PROJECTION: RECESSED 15 CENTIMETERS
 DQ7520_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DQ7520_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ7520_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DQ7520+SATELLITE: SATELLITE OBSERVATIONS - September 21, 2023
 DQ7520_ROD/PIPE-DEPTH: 7.6 meters
 DQ7520
 DQ7520  HISTORY     - Date     Condition        Report By
 DQ7520  HISTORY     - 20170404 MONUMENTED       MNDT
 DQ7520  HISTORY     - 20230921 GOOD             MNDT
 DQ7520
 DQ7520                          STATION DESCRIPTION
 DQ7520
 DQ7520'DESCRIBED BY MN DEPT OF TRANSP 2017
 DQ7520'THE MARK IS LOCATED ABOUT 4.0 MI (6.4 KM) NORTH-NORTHEAST OF GOODHUE.
 DQ7520'
 DQ7520'TO REACH THE MARK GO 4.85 MI (7.80 KM) NORTH ALONG TRUNK HIGHWAY 58
 DQ7520'FROM THE JUNCTION OF TRUNK HIGHWAY 58 AND COUNTY ROAD 9 IN GOODHUE, AT
 DQ7520'TRUNK HIGHWAY 58 MILE POINT 14.0.
 DQ7520'
 DQ7520'THE MARK IS LOCATED 250 FT (76.2 M) SOUTHEAST OF TRUNK HIGHWAY 58,
 DQ7520'28.5 FT (8.7 M) SOUTH OF THE ENTRANCE TO HOUSE NUMBER 34006, 1.7 FT
 DQ7520'(0.5 M) NORTHWEST OF A POWER POLE WITH GUIDE WIRE, 1.0 FT (0.3 M)
 DQ7520'NORTH-NORTHEAST OF A CABLE PEDESTAL, 0.8 FT (24 CM) NORTH OF A WITNESS
 DQ7520'POST.
 DQ7520'
 DQ7520'NOTE-THE STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM ROD
 DQ7520'DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION REMOVABLE DISK
 DQ7520'SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH PVC
 DQ7520'PIPE BACK FILLED WITH WASHED SAND.
 DQ7520
 DQ7520                          STATION RECOVERY (2023)
 DQ7520
 DQ7520'RECOVERY NOTE BY MN DEPT OF TRANSP 2023 (MJS)
 DQ7520'4.0 MI (6.4 KM) NORTH-NORTHEAST OF GOODHUE, 4.85 MI (7.80 KM) NORTH
 DQ7520'ALONG TRUNK HIGHWAY 58 FROM THE JUNCTION OF TRUNK HIGHWAY 58 AND
 DQ7520'COUNTY ROAD 9 IN GOODHUE, AT TRUNK HIGHWAY 58 MILE POINT 14.0, 250.0
 DQ7520'FT (76.2 M) SOUTHEAST OF TRUNK HIGHWAY 58, 28.5 FT (8.7 M) SOUTH OF
 DQ7520'THE ENTRANCE TO HOUSE NUMBER 34006, 1.7 FT (0.5 M) NORTHWEST OF A
 DQ7520'POWER POLE WITH A GUIDE WIRE, 1.0 FT (0.3 M) NORTH-NORTHEAST OF A
 DQ7520'CABLE PEDESTAL, 0.8 FT (24 CM) NORTH OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 PP1661 ***********************************************************************
 PP1661  DESIGNATION -  2511 3
 PP1661  PID         -  PP1661
 PP1661  STATE/COUNTY-  MN/GOODHUE
 PP1661  COUNTRY     -  US
 PP1661  USGS QUAD   -  NERSTRAND (2019)
 PP1661
 PP1661                         *CURRENT SURVEY CONTROL
 PP1661  ______________________________________________________________________
 PP1661* NAD 83(1986) POSITION- 44 16 18.60   (N) 093 01 14.60   (W)   HD_HELD1
 PP1661* NAVD 88 ORTHO HEIGHT -   363.351 (meters)     1192.09  (feet) ADJUSTED
 PP1661  ______________________________________________________________________
 PP1661  GEOID HEIGHT    -        -28.809 (meters)                     GEOID18
 PP1661  DYNAMIC HEIGHT  -        363.296 (meters)     1191.91  (feet) COMP
 PP1661  MODELED GRAVITY -    980,455.6   (mgal)                       NAVD 88
 PP1661
 PP1661  VERT ORDER      -  SECOND    CLASS I
 PP1661
 PP1661.The horizontal coordinates were determined by differentially corrected
 PP1661.hand held GPS observations or other comparable positioning techniques
 PP1661.and have an estimated accuracy of +/- 3 meters.
 PP1661
 PP1661.The orthometric height was determined by differential leveling and
 PP1661.adjusted by the NATIONAL GEODETIC SURVEY
 PP1661.in May 2019.
 PP1661
 PP1661.Significant digits in the geoid height do not necessarily reflect accuracy.
 PP1661.GEOID18 height accuracy estimate available here.
 PP1661
 PP1661.Click photographs - Photos may exist for this station.
 PP1661
 PP1661.The dynamic height is computed by dividing the NAVD 88
 PP1661.geopotential number by the normal gravity value computed on the
 PP1661.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP1661.degrees latitude (g = 980.6199 gals.).
 PP1661
 PP1661.The modeled gravity was interpolated from observed gravity values.
 PP1661
 PP1661;                    North         East    Units  Estimated Accuracy
 PP1661;SPC MN S     -   241,783.3     878,177.3     MT  (+/- 3 meters HH1 GPS) 
 PP1661
 PP1661_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK9834602065(NAD 83)
 PP1661
 PP1661                          SUPERSEDED SURVEY CONTROL
 PP1661
 PP1661  NAVD 88 (10/26/10)  363.329  (m)         1192.02   (f) SUPERSEDED  2 1
 PP1661  NAVD 88 (06/15/91)  363.339  (m)         1192.05   (f) SUPERSEDED  2 0
 PP1661  NGVD 29 (??/??/92)  363.319  (m)         1191.99   (f) ADJ UNCH    2 0
 PP1661
 PP1661.Superseded values are not recommended for survey control.
 PP1661
 PP1661.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PP1661.See file dsdata.pdf to determine how the superseded data were derived.
 PP1661
 PP1661_MARKER: DB = BENCH MARK DISK
 PP1661_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 PP1661+WITH SETTING: INTO GROUND
 PP1661_STAMPING: 2511 3 1972
 PP1661_MARK LOGO: MNHD
 PP1661_PROJECTION: RECESSED 8 CENTIMETERS
 PP1661_MAGNETIC: I = MARKER IS A STEEL ROD
 PP1661_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PP1661_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 PP1661+SATELLITE: SATELLITE OBSERVATIONS - August 18, 2023
 PP1661
 PP1661  HISTORY     - Date     Condition        Report By
 PP1661  HISTORY     - 19720401 MONUMENTED       MNHD
 PP1661  HISTORY     - 20051205 GOOD             MNDT
 PP1661  HISTORY     - 20090609 GOOD             MNDT
 PP1661  HISTORY     - 20161012 GOOD             MNDT
 PP1661  HISTORY     - 20230818 GOOD             MNDT
 PP1661
 PP1661                          STATION DESCRIPTION
 PP1661
 PP1661'DESCRIBED BY MN HIGHWAY DEPT 1972
 PP1661'1.8 MI W FROM KENYON.
 PP1661'MARK IS LOCATED 1.8 MILES WEST ALONG T.H. 60 FROM THE JUNCTION OF T.H.
 PP1661'60 AND T.H. 56 IN KENYON, 198 FEET NORTH OF THE CENTERLINE OF T.H. 60
 PP1661'AT MILE POINT 161.3, 41 FEET WEST OF A TOWNSHIP ROAD, 41 FEET SOUTH OF
 PP1661'A TELEPHONE POLE, 0.8 FEET SOUTH OF A STEEL WITNESS POST, FASTENED TO
 PP1661'THE TOP OF A 10 FOOT STEEL POST DRIVEN FLUSH WITH THE GROUND. SW 1/4
 PP1661'SECTION 5, T 109N, R 18W.
 PP1661
 PP1661                          STATION RECOVERY (2005)
 PP1661
 PP1661'RECOVERY NOTE BY MN DEPT OF TRANSP 2005 (MPP)
 PP1661'1.8 MI (2.9 KM) WEST FROM KENYON, 1.8 MI (2.9 KM) WEST ALONG TRUNK
 PP1661'HIGHWAY 60 FROM THE JUNCTION OF TRUNK HIGHWAY 60 AND TRUNK HIGHWAY 56
 PP1661'AT KENYON, 198 FT (60.4 M) NORTH OF TRUNK HIGHWAY 60, AT TRUNK HIGHWAY
 PP1661'60 MILE POINT 161.85.
 PP1661'
 PP1661'IT IS 41 FT (12.5 M) WEST OF TOWNSHIP 10TH AVENUE ROAD, 41 FT (12.5 M)
 PP1661'SOUTH OF TELEPHONE POLE, 0.8 FT (0.2 M) SOUTH OF A WITNESS POST.
 PP1661
 PP1661                          STATION RECOVERY (2009)
 PP1661
 PP1661'RECOVERY NOTE BY MN DEPT OF TRANSP 2009 (WEF)
 PP1661'RECOVERED AS DESCRIBED.
 PP1661
 PP1661                          STATION RECOVERY (2016)
 PP1661
 PP1661'RECOVERY NOTE BY MN DEPT OF TRANSP 2016 (MPP)
 PP1661'THE MARK IS LOCATED ABOUT 1.8 MI (2.9 KM) WEST OF KENYON.
 PP1661'
 PP1661'TO REACH THE MARK GO 1.8 MI (2.9 KM) WEST ALONG TRUNK HIGHWAY 60 FROM
 PP1661'THE JUNCTION OF TRUNK HIGHWAY 60 AND TRUNK HIGHWAY 56 IN KENYON, THEN
 PP1661'198 FT (60.4 M) NORTH OF TRUNK HIGHWAY 60, AT TRUNK HIGHWAY 60 MILE
 PP1661'POINT 161.85.
 PP1661'
 PP1661'THE MARK IS LOCATED 41.0 FT (12.5 M) WEST OF TOWNSHIP TENTH AVENUE
 PP1661'ROAD, 40.0 FT (12.2 M) SOUTH OF A DRIVEWAY AND FIELD ENTRANCE, 36.3 FT
 PP1661'(11.1 M) NORTH-NORTHWEST OF TELEPHONE PEDESTAL, 35.0 FT (10.7 M)
 PP1661'NORTH-NORTHEAST OF A POWER POLE, 33.1 FT (10.1 M) NORTH-NORTHWEST, 1.0
 PP1661'FT (0.3 M) NORTH-NORTHWEST OF RIGHT-OF-WAY POST, 0.8 FT (24 CM) SOUTH
 PP1661'OF A WITNESS POST.
 PP1661
 PP1661                          STATION RECOVERY (2023)
 PP1661
 PP1661'RECOVERY NOTE BY MN DEPT OF TRANSP 2023 (MJS)
 PP1661'1.8 MI (2.9 KM) WEST OF KENYON, 1.8 MI (2.9 KM) WEST ALONG TRUNK
 PP1661'HIGHWAY 60 FROM THE JUNCTION OF TRUNK HIGHWAY 60 AND TRUNK HIGHWAY 56
 PP1661'IN KENYON, THEN 198.0 FT (60.4 M) NORTH OF TRUNK HIGHWAY 60, AT TRUNK
 PP1661'HIGHWAY 60 MILE POINT 161.85, 41.0 FT (12.5 M) WEST OF TOWNSHIP TENTH
 PP1661'AVENUE ROAD, 40.0 FT (12.2 M) SOUTH OF A DRIVEWAY AND A FIELD
 PP1661'ENTRANCE, 36.3 FT (11.1 M) NORTH-NORTHWEST OF A TELEPHONE PEDESTAL,
 PP1661'35.0 FT (10.7 M) NORTH-NORTHEAST OF A POWER POLE, 33.1 FT (10.1 M)
 PP1661'NORTH-NORTHWEST, 1.0 FT (0.3 M) NORTH-NORTHWEST OF A RIGHT-OF-WAY
 PP1661'POST, 0.8 FT (24 CM) SOUTH OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 PP1660 ***********************************************************************
 PP1660  DESIGNATION -  2511 4
 PP1660  PID         -  PP1660
 PP1660  STATE/COUNTY-  MN/GOODHUE
 PP1660  COUNTRY     -  US
 PP1660  USGS QUAD   -  NERSTRAND (2019)
 PP1660
 PP1660                         *CURRENT SURVEY CONTROL
 PP1660  ______________________________________________________________________
 PP1660* NAD 83(1986) POSITION- 44 16 17.13   (N) 093 00 39.80   (W)   HD_HELD1
 PP1660* NAVD 88 ORTHO HEIGHT -   352.518 (meters)     1156.55  (feet) ADJUSTED
 PP1660  ______________________________________________________________________
 PP1660  GEOID HEIGHT    -        -28.844 (meters)                     GEOID18
 PP1660  DYNAMIC HEIGHT  -        352.464 (meters)     1156.38  (feet) COMP
 PP1660  MODELED GRAVITY -    980,454.0   (mgal)                       NAVD 88
 PP1660
 PP1660  VERT ORDER      -  SECOND    CLASS I
 PP1660
 PP1660.The horizontal coordinates were determined by differentially corrected
 PP1660.hand held GPS observations or other comparable positioning techniques
 PP1660.and have an estimated accuracy of +/- 3 meters.
 PP1660
 PP1660.The orthometric height was determined by differential leveling and
 PP1660.adjusted by the NATIONAL GEODETIC SURVEY
 PP1660.in May 2019.
 PP1660
 PP1660.Significant digits in the geoid height do not necessarily reflect accuracy.
 PP1660.GEOID18 height accuracy estimate available here.
 PP1660
 PP1660.Click photographs - Photos may exist for this station.
 PP1660
 PP1660.The dynamic height is computed by dividing the NAVD 88
 PP1660.geopotential number by the normal gravity value computed on the
 PP1660.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP1660.degrees latitude (g = 980.6199 gals.).
 PP1660
 PP1660.The modeled gravity was interpolated from observed gravity values.
 PP1660
 PP1660;                    North         East    Units  Estimated Accuracy
 PP1660;SPC MN S     -   241,747.3     878,949.5     MT  (+/- 3 meters HH1 GPS) 
 PP1660
 PP1660_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK9911702020(NAD 83)
 PP1660
 PP1660                          SUPERSEDED SURVEY CONTROL
 PP1660
 PP1660  NAVD 88 (06/15/91)  352.499  (m)         1156.49   (f) SUPERSEDED  2 1
 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
 PP1660.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PP1660.See file dsdata.pdf to determine how the superseded data were derived.
 PP1660
 PP1660_MARKER: DB = BENCH MARK DISK
 PP1660_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 PP1660+WITH SETTING: INFORMATION.
 PP1660_STAMPING: 2511 4 1972
 PP1660_MARK LOGO: MNHD
 PP1660_PROJECTION: FLUSH
 PP1660_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 PP1660_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PP1660_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 PP1660+SATELLITE: SATELLITE OBSERVATIONS - August 18, 2023
 PP1660
 PP1660  HISTORY     - Date     Condition        Report By
 PP1660  HISTORY     - 1972     MONUMENTED       MNHD
 PP1660  HISTORY     - 20051205 GOOD             MNDT
 PP1660  HISTORY     - 20090610 GOOD             MNDT
 PP1660  HISTORY     - 20161012 GOOD             MNDT
 PP1660  HISTORY     - 20230818 GOOD             MNDT
 PP1660
 PP1660                          STATION DESCRIPTION
 PP1660
 PP1660'DESCRIBED BY MN HIGHWAY DEPT 1972
 PP1660'1.3 MI W FROM KENYON.
 PP1660'MARK IS LOCATED 1.3 MILES WEST ALONG T.H. 60 FROM THE JUNCTION OF T.H.
 PP1660'56 AND T.H. 60 IN KENYON, ON THE WEST EDGE OF A LUTHERAN CHURCH YARD,
 PP1660'87 FEET SOUTH OF THE CENTERLINE OF T.H. 60 OF MILE POINT 161.9, 60
 PP1660'FEET NORTHWEST OF THE NORTHWEST CORNER OF A SCHOOL, 0.8 FEET EAST OF A
 PP1660'NORTH-SOUTH FENCE LINE, 0.6 FEET NORTH OF A STEEL WITNESS POST, IN THE
 PP1660'TOP OF A CONCRETE MONUMENT SET FLUSH WITH THE GROUND.  SE 1/4 SECTION
 PP1660'5, T 109N, R 18W.
 PP1660
 PP1660                          STATION RECOVERY (2005)
 PP1660
 PP1660'RECOVERY NOTE BY MN DEPT OF TRANSP 2005 (MPP)
 PP1660'1.3 MI (2.1 KM) WEST FROM KENYON, 1.3 MI (2.1 KM) WEST ALONG TRUNK
 PP1660'HIGHWAY 60 FROM THE JUNCTION OF TRUNK HIGHWAY 60 AND TRUNK HIGHWAY 56
 PP1660'AT KENYON, AT TRUNK HIGHWAY 60 MILE POINT 162.90, AT WEST EDGE OF
 PP1660'LUTHERAN CHURCH YARD.
 PP1660'
 PP1660'IT IS 87.0 FT (26.5 M) SOUTH OF TRUNK HIGHWAY 60, 60 FT (18.3 M)
 PP1660'NORTHWEST OF THE NORTHWEST CORNER OF SCHOOL, 0.8 FT (24 CM) EAST OF A
 PP1660'NORTH-SOUTH FENCE LINE, 0.6 FT (18 CM) NORTH OF A WITNESS POST.
 PP1660
 PP1660                          STATION RECOVERY (2009)
 PP1660
 PP1660'RECOVERY NOTE BY MN DEPT OF TRANSP 2009 (WEF)
 PP1660'RECOVERED AS DESCRIBED.
 PP1660
 PP1660                          STATION RECOVERY (2016)
 PP1660
 PP1660'RECOVERY NOTE BY MN DEPT OF TRANSP 2016 (MPP)
 PP1660'RECOVERED AS DESCRIBED.
 PP1660
 PP1660                          STATION RECOVERY (2023)
 PP1660
 PP1660'RECOVERY NOTE BY MN DEPT OF TRANSP 2023 (MJS)
 PP1660'1.3 MI (2.1 KM) WEST FROM KENYON, 1.3 MI (2.1 KM) WEST ALONG TRUNK
 PP1660'HIGHWAY 60 FROM THE JUNCTION OF TRUNK HIGHWAY 60 AND TRUNK HIGHWAY 56
 PP1660'AT KENYON, AT TRUNK HIGHWAY 60 MILE POINT 162.45, AT THE WEST EDGE OF
 PP1660'A LUTHERAN CHURCH YARD, 87.0 FT (26.5 M) SOUTH OF TRUNK HIGHWAY 60,
 PP1660'162.40 FT (49.5 M) NORTHWEST OF THE NORTHWEST CORNER OF A SCHOOL, 0.8
 PP1660'FT (24 CM) EAST OF A NORTH-SOUTH FENCE LINE, 0.6 FT (18 CM) NORTH OF A
 PP1660'WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DM3414 ***********************************************************************
 DM3414  DESIGNATION -  2511 A
 DM3414  PID         -  DM3414
 DM3414  STATE/COUNTY-  MN/GOODHUE
 DM3414  COUNTRY     -  US
 DM3414  USGS QUAD   -  WANAMINGO (2019)
 DM3414
 DM3414                         *CURRENT SURVEY CONTROL
 DM3414  ______________________________________________________________________
 DM3414* NAD 83(1986) POSITION- 44 17 50.85   (N) 092 46 35.40   (W)   HD_HELD1
 DM3414* NAVD 88 ORTHO HEIGHT -   315.870 (meters)     1036.32  (feet) ADJUSTED
 DM3414  ______________________________________________________________________
 DM3414  GEOID HEIGHT    -        -29.692 (meters)                     GEOID18
 DM3414  DYNAMIC HEIGHT  -        315.813 (meters)     1036.13  (feet) COMP
 DM3414  MODELED GRAVITY -    980,431.3   (mgal)                       NAVD 88
 DM3414
 DM3414  VERT ORDER      -  SECOND    CLASS I
 DM3414
 DM3414.The horizontal coordinates were determined by differentially corrected
 DM3414.hand held GPS observations or other comparable positioning techniques
 DM3414.and have an estimated accuracy of +/- 3 meters.
 DM3414
 DM3414.The orthometric height was determined by differential leveling and
 DM3414.adjusted by the NATIONAL GEODETIC SURVEY
 DM3414.in May 2019.
 DM3414
 DM3414.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM3414.GEOID18 height accuracy estimate available here.
 DM3414
 DM3414.Click photographs - Photos may exist for this station.
 DM3414
 DM3414.The dynamic height is computed by dividing the NAVD 88
 DM3414.geopotential number by the normal gravity value computed on the
 DM3414.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM3414.degrees latitude (g = 980.6199 gals.).
 DM3414
 DM3414.The modeled gravity was interpolated from observed gravity values.
 DM3414
 DM3414;                    North         East    Units  Estimated Accuracy
 DM3414;SPC MN S     -   244,892.9     897,630.0     MT  (+/- 3 meters HH1 GPS) 
 DM3414
 DM3414_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWK1782904936(NAD 83)
 DM3414
 DM3414                          SUPERSEDED SURVEY CONTROL
 DM3414
 DM3414  NAVD 88 (10/19/10)  315.882  (m)         1036.36   (f) SUPERSEDED  2 1
 DM3414
 DM3414.Superseded values are not recommended for survey control.
 DM3414
 DM3414.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DM3414.See file dsdata.pdf to determine how the superseded data were derived.
 DM3414
 DM3414_MARKER: DD = SURVEY DISK
 DM3414_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DM3414_STAMPING: 2511 A 2006
 DM3414_MARK LOGO: MNDT
 DM3414_PROJECTION: RECESSED 3 CENTIMETERS
 DM3414_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DM3414_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DM3414_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DM3414+SATELLITE: SATELLITE OBSERVATIONS - August 31, 2023
 DM3414_ROD/PIPE-DEPTH: 6.1 meters
 DM3414
 DM3414  HISTORY     - Date     Condition        Report By
 DM3414  HISTORY     - 2006     MONUMENTED       MNDT
 DM3414  HISTORY     - 20161110 GOOD             MNDT
 DM3414  HISTORY     - 20230831 GOOD             MNDT
 DM3414
 DM3414                          STATION DESCRIPTION
 DM3414
 DM3414'DESCRIBED BY MN DEPT OF TRANSP 2006
 DM3414'1.0 MI (1.6 KM) EAST OF WANAMINGO,.75 MILES EAST ALONG TRUNK HIGHWAY
 DM3414'60 FROM THE JUNCTION OF TRUNK HIGHWAY 60 AND TRUNK HIGHWAY 57 IN
 DM3414'WANAMINGO, AT TRUNK HIGHWAY 60 MILE POINT 174.8.
 DM3414'
 DM3414'IT IS 98.0 FT (29.9 M) SOUTH OF TRUNK HIGHWAY 60, 31.0 FT (9.4 M) WEST
 DM3414'OF DRIVEWAY NUMMBER 12724, 13.1 FT (4.0 M) WEST OF RIGHT OF WAY POST,
 DM3414'12.6 FT (3.8 M) NORTHWEST OF CABLE PEDESTAL, 8.8 FT (2.7 M) NORTHWEST
 DM3414'OF A FENCE CORNER, 2.1 FT (0.6 M) NORTH OF A FENCELINE, 2.5 FT (0.8 M)
 DM3414'NORTH OF A WITNESS POST.
 DM3414
 DM3414                          STATION RECOVERY (2016)
 DM3414
 DM3414'RECOVERY NOTE BY MN DEPT OF TRANSP 2016 (MPP)
 DM3414'RECOVERED AS DESCRIBED.
 DM3414
 DM3414                          STATION RECOVERY (2023)
 DM3414
 DM3414'RECOVERY NOTE BY MN DEPT OF TRANSP 2023 (MJS)
 DM3414'1.0 MI (1.6 KM) EAST OF WANAMINGO, 0.75 MI (1.21 KM) EAST ALONG TRUNK
 DM3414'HIGHWAY 60 FROM THE JUNCTION OF TRUNK HIGHWAY 60 AND TRUNK HIGHWAY 57
 DM3414'IN WANAMINGO, AT TRUNK HIGHWAY 60 MILE POINT 174.8, 98.0 FT (29.9 M)
 DM3414'SOUTH OF TRUNK HIGHWAY 60, 31.0 FT (9.4 M) WEST OF DRIVEWAY NUMBER
 DM3414'12724, 13.1 FT (4.0 M) WEST OF A RIGHT-OF-WAY POST, 12.6 FT (3.8 M)
 DM3414'NORTHWEST OF A CABLE PEDESTAL, 8.8 FT (2.7 M) NORTHWEST OF A FENCE
 DM3414'CORNER, 2.1 FT (0.6 M) NORTH OF A FENCE LINE, 2.5 FT (0.8 M) NORTH OF
 DM3414'A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 PP0407 ***********************************************************************
 PP0407  DESIGNATION -  2511 AD 2
 PP0407  PID         -  PP0407
 PP0407  STATE/COUNTY-  MN/GOODHUE
 PP0407  COUNTRY     -  US
 PP0407  USGS QUAD   -  KENYON (2019)
 PP0407
 PP0407                         *CURRENT SURVEY CONTROL
 PP0407  ______________________________________________________________________
 PP0407* NAD 83(1986) POSITION- 44 16 51.63   (N) 092 58 46.23   (W)   HD_HELD1
 PP0407* NAVD 88 ORTHO HEIGHT -   330.529 (meters)     1084.41  (feet) ADJUSTED
 PP0407  ______________________________________________________________________
 PP0407  GEOID HEIGHT    -        -28.961 (meters)                     GEOID18
 PP0407  DYNAMIC HEIGHT  -        330.478 (meters)     1084.24  (feet) COMP
 PP0407  MODELED GRAVITY -    980,454.0   (mgal)                       NAVD 88
 PP0407
 PP0407  VERT ORDER      -  SECOND    CLASS I
 PP0407
 PP0407.The horizontal coordinates were determined by differentially corrected
 PP0407.hand held GPS observations or other comparable positioning techniques
 PP0407.and have an estimated accuracy of +/- 3 meters.
 PP0407
 PP0407.The orthometric height was determined by differential leveling and
 PP0407.adjusted by the NATIONAL GEODETIC SURVEY
 PP0407.in May 2019.
 PP0407
 PP0407.Significant digits in the geoid height do not necessarily reflect accuracy.
 PP0407.GEOID18 height accuracy estimate available here.
 PP0407
 PP0407.Click photographs - Photos may exist for this station.
 PP0407
 PP0407.The dynamic height is computed by dividing the NAVD 88
 PP0407.geopotential number by the normal gravity value computed on the
 PP0407.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP0407.degrees latitude (g = 980.6199 gals.).
 PP0407
 PP0407.The modeled gravity was interpolated from observed gravity values.
 PP0407
 PP0407;                    North         East    Units  Estimated Accuracy
 PP0407;SPC MN S     -   242,842.9     881,454.6     MT  (+/- 3 meters HH1 GPS) 
 PP0407
 PP0407_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWK0163503084(NAD 83)
 PP0407
 PP0407                          SUPERSEDED SURVEY CONTROL
 PP0407
 PP0407  NAVD 88 (12/11/97)  330.534  (m)         1084.43   (f) SUPERSEDED  2 1
 PP0407  NAVD 88 (06/15/91)  332.106  (m)         1089.58   (f) SUPERSEDED  2 0
 PP0407  NGVD 29 (12/11/97)  330.511  (m)         1084.35   (f) ADJUSTED    2 0
 PP0407  NGVD 29 (??/??/92)  332.084  (m)         1089.51   (f) SUPERSEDED  2 0
 PP0407
 PP0407.Superseded values are not recommended for survey control.
 PP0407
 PP0407.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PP0407.See file dsdata.pdf to determine how the superseded data were derived.
 PP0407
 PP0407_MARKER: DB = BENCH MARK DISK
 PP0407_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 PP0407_SP_SET: CULVERT
 PP0407_STAMPING: 2511 AD 2 1972
 PP0407_MARK LOGO: MNHD
 PP0407_MAGNETIC: N = NO MAGNETIC MATERIAL
 PP0407_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PP0407+STABILITY: SURFACE MOTION
 PP0407_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 PP0407+SATELLITE: SATELLITE OBSERVATIONS - August 21, 2023
 PP0407
 PP0407  HISTORY     - Date     Condition        Report By
 PP0407  HISTORY     - 1972     MONUMENTED       MNDT
 PP0407  HISTORY     - 1983     GOOD             MNDT
 PP0407  HISTORY     - 20090611 GOOD             MNDT
 PP0407  HISTORY     - 20161005 GOOD             MNDT
 PP0407  HISTORY     - 20230821 GOOD             MNDT
 PP0407
 PP0407                          STATION DESCRIPTION
 PP0407
 PP0407'DESCRIBED BY MN DEPT OF TRANSP 1972
 PP0407'0.8 MI NE FROM KENYON.
 PP0407'MARK IS LOCATED 0.2 MILES NORTH ALONG T.H. 56 FROM THE EAST JUNCTION
 PP0407'OF T.H. 56 AND T.H. 60 AT KENYON, ABOUT 180 FEET SOUTH OF THE ENTRANCE
 PP0407'TO A GOLF COURSE, 30 FEET EAST OF THE CENTERLINE OF T.H. 56, IN THE
 PP0407'SOUTHEAST CORNER OF A TRIPLE BOX CULVERT UNDER T.H. 56.  NW 1/4
 PP0407'SECTION 3, T 109N, R 18W.
 PP0407
 PP0407                          STATION RECOVERY (1983)
 PP0407
 PP0407'RECOVERY NOTE BY MN DEPT OF TRANSP 1983 (OCO)
 PP0407'THE MARK WAS RECOVERED IN GOOD CONDITION.
 PP0407
 PP0407                          STATION RECOVERY (2009)
 PP0407
 PP0407'RECOVERY NOTE BY MN DEPT OF TRANSP 2009 (WEF)
 PP0407'RECOVERED AS DESCRIBED.
 PP0407
 PP0407                          STATION RECOVERY (2016)
 PP0407
 PP0407'RECOVERY NOTE BY MN DEPT OF TRANSP 2016 (MPP)
 PP0407'RECOVERED AS DESCRIBED.
 PP0407
 PP0407                          STATION RECOVERY (2023)
 PP0407
 PP0407'RECOVERY NOTE BY MN DEPT OF TRANSP 2023 (MJS)
 PP0407'0.8 MI (1.3 KM) NORTHEAST OF KENYON, 0.2 MI (0.3 KM) NORTHEAST ALONG
 PP0407'TRUNK HIGHWAY 56 FROM THE JUNCTION OF TRUNK HIGHWAY 56 AND TRUNK
 PP0407'HIGHWAY 60, 180.0 FT (54.9 M) SOUTH OF A GOLF COURSE ENTRANCE, 30.0 FT
 PP0407'(9.1 M) EAST OF TRUNK HIGHWAY 56, IN THE SOUTHEAST CORNER OF A TRUNK
 PP0407'HIGHWAY 56 TRIPLE BOX CULVERT.
 PP0407'
 PP0407'THE SURVEY MARK HAS BEEN DEEMED UNSAFE DUE TO FALL RISK AND HAS BEEN
 PP0407'ABANDONED FOR MNDOT GEODETIC USE.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 PP0402 ***********************************************************************
 PP0402  DESIGNATION -  2511 AE
 PP0402  PID         -  PP0402
 PP0402  STATE/COUNTY-  MN/GOODHUE
 PP0402  COUNTRY     -  US
 PP0402  USGS QUAD   -  KENYON (2019)
 PP0402
 PP0402                         *CURRENT SURVEY CONTROL
 PP0402  ______________________________________________________________________
 PP0402* NAD 83(1986) POSITION- 44 16 41.42   (N) 092 58 15.94   (W)   HD_HELD1
 PP0402* NAVD 88 ORTHO HEIGHT -   345.479 (meters)     1133.46  (feet) ADJUSTED
 PP0402  ______________________________________________________________________
 PP0402  GEOID HEIGHT    -        -28.989 (meters)                     GEOID18
 PP0402  DYNAMIC HEIGHT  -        345.425 (meters)     1133.28  (feet) COMP
 PP0402  MODELED GRAVITY -    980,452.6   (mgal)                       NAVD 88
 PP0402
 PP0402  VERT ORDER      -  SECOND    CLASS I
 PP0402
 PP0402.The horizontal coordinates were determined by differentially corrected
 PP0402.hand held GPS observations or other comparable positioning techniques
 PP0402.and have an estimated accuracy of +/- 3 meters.
 PP0402
 PP0402.The orthometric height was determined by differential leveling and
 PP0402.adjusted by the NATIONAL GEODETIC SURVEY
 PP0402.in May 2019.
 PP0402
 PP0402.Significant digits in the geoid height do not necessarily reflect accuracy.
 PP0402.GEOID18 height accuracy estimate available here.
 PP0402
 PP0402.Click photographs - Photos may exist for this station.
 PP0402
 PP0402.The dynamic height is computed by dividing the NAVD 88
 PP0402.geopotential number by the normal gravity value computed on the
 PP0402.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP0402.degrees latitude (g = 980.6199 gals.).
 PP0402
 PP0402.The modeled gravity was interpolated from observed gravity values.
 PP0402
 PP0402;                    North         East    Units  Estimated Accuracy
 PP0402;SPC MN S     -   242,536.3     882,130.1     MT  (+/- 3 meters HH1 GPS) 
 PP0402
 PP0402_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWK0230602769(NAD 83)
 PP0402
 PP0402                          SUPERSEDED SURVEY CONTROL
 PP0402
 PP0402  NAVD 88 (12/11/97)  345.474  (m)         1133.44   (f) SUPERSEDED  2 1
 PP0402  NAVD 88 (06/15/91)  345.476  (m)         1133.45   (f) SUPERSEDED  2 0
 PP0402  NGVD 29 (12/11/97)  345.451  (m)         1133.37   (f) ADJUSTED    2 0
 PP0402  NGVD 29 (??/??/92)  345.453  (m)         1133.37   (f) SUPERSEDED  2 0
 PP0402
 PP0402.Superseded values are not recommended for survey control.
 PP0402
 PP0402.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PP0402.See file dsdata.pdf to determine how the superseded data were derived.
 PP0402
 PP0402_MARKER: DB = BENCH MARK DISK
 PP0402_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 PP0402_STAMPING: 2511 AE 1972
 PP0402_MARK LOGO: MNHD
 PP0402_PROJECTION: FLUSH
 PP0402_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 PP0402_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PP0402_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PP0402+SATELLITE: SATELLITE OBSERVATIONS - August 21, 2023
 PP0402
 PP0402  HISTORY     - Date     Condition        Report By
 PP0402  HISTORY     - 1972     MONUMENTED       MNDT
 PP0402  HISTORY     - 1983     GOOD             MNDT
 PP0402  HISTORY     - 20090611 GOOD             MNDT
 PP0402  HISTORY     - 20161026 GOOD             MNDT
 PP0402  HISTORY     - 20230821 GOOD             MNDT
 PP0402
 PP0402                          STATION DESCRIPTION
 PP0402
 PP0402'DESCRIBED BY MN DEPT OF TRANSP 1972
 PP0402'0.9 MI NE FROM KENYON.
 PP0402'MARK IS LOCATED 0.45 MILES EAST ALONG T.H. 60 FROM THE EAST JUNCTION
 PP0402'OF 56 AND T.H. 60 IN KENYON, 46 FEET NORTH OF THE CENTERLINE OF T.H.
 PP0402'60 AT MILE POINT 164.6, 36 FEET EAST OF THE CENTER OF A DRIVEWAY (O.
 PP0402'J. PETERSON RESIDENCE), 6 FEET WEST OF A POWER POLE, 0.5 FEET NORTH OF
 PP0402'A STEEL WITNESS POST, IN THE TOP OF A 6 FOOT PRECAST CONCRETE MONUMENT
 PP0402'SET FLUSH WITH THE GROUND.  NW 1/4 SECTION 3, T 109N, R 18W.
 PP0402
 PP0402                          STATION RECOVERY (1983)
 PP0402
 PP0402'RECOVERY NOTE BY MN DEPT OF TRANSP 1983 (OCO)
 PP0402'0.45 MILE EAST ALONG TRUNK HIGHWAY 60 FROM THE EAST JUNCTION OF TRUNK
 PP0402'HIGHWAY 56 AND TRUNK HIGHWAY 60 IN KENYON, IN THE NW 1/4 OF SECTION 3,
 PP0402'T109N, R18W, 46 FEET NORTH OF THE CENTERLINE OF TRUNK HIGHWAY 60 AT
 PP0402'MILEPOINT 164.6, 36 FEET EAST OF THE CENTER OF A DRIVEWAY, 6 FEET WEST
 PP0402'OF A POWER POLE, AND 0.5 FOOT EAST OF A STEEL WITNESS POST.  THE MARK,
 PP0402'A STANDARD MNDT BENCH MARK DISK STAMPED---2511 AE 1972---, IS SET IN
 PP0402'THE TOP OF A 6 FOOT LONG PRECAST CONCRETE POST THAT IS FLUSH WITH THE
 PP0402'SURFACE OF THE GROUND.  STEEL ROD IN THE CONCRETE MONUMENT MAKES THE
 PP0402'MARK MAGNETIC.
 PP0402
 PP0402                          STATION RECOVERY (2009)
 PP0402
 PP0402'RECOVERY NOTE BY MN DEPT OF TRANSP 2009 (PL)
 PP0402'RECOVERED AS DESCRIBED.
 PP0402
 PP0402                          STATION RECOVERY (2016)
 PP0402
 PP0402'RECOVERY NOTE BY MN DEPT OF TRANSP 2016 (MPP)
 PP0402'RECOVERED AS DESCRIBED.
 PP0402
 PP0402                          STATION RECOVERY (2023)
 PP0402
 PP0402'RECOVERY NOTE BY MN DEPT OF TRANSP 2023 (MJS)
 PP0402'0.9 MI (1.4 KM) NORTHEAST OF KENYON, 0.45 MI (0.72 KM) EAST OF THE
 PP0402'EAST JUNCTION OF TRUNK HIGHWAY 56 AND TRUNK HIGHWAY 60, AT TRUNK
 PP0402'HIGHWAY 60 MILE POINT 164.6, 46.0 FT (14.0 M) NORTH OF TRUNK HIGHWAY
 PP0402'60, 36.0 FT (11.0 M) EAST OF DRIVEWAY NUMBER 1202, 6.0 FT (1.8 M) WEST
 PP0402'OF A POWER POLE, 0.5 FT (15 CM) EAST OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 PP0401 ***********************************************************************
 PP0401  DESIGNATION -  2511 AF
 PP0401  PID         -  PP0401
 PP0401  STATE/COUNTY-  MN/GOODHUE
 PP0401  COUNTRY     -  US
 PP0401  USGS QUAD   -  KENYON (2019)
 PP0401
 PP0401                         *CURRENT SURVEY CONTROL
 PP0401  ______________________________________________________________________
 PP0401* NAD 83(1986) POSITION- 44 16 40.08   (N) 092 57 36.44   (W)   HD_HELD1
 PP0401* NAVD 88 ORTHO HEIGHT -   346.743 (meters)     1137.61  (feet) ADJUSTED
 PP0401  ______________________________________________________________________
 PP0401  GEOID HEIGHT    -        -29.028 (meters)                     GEOID18
 PP0401  DYNAMIC HEIGHT  -        346.688 (meters)     1137.43  (feet) COMP
 PP0401  MODELED GRAVITY -    980,450.8   (mgal)                       NAVD 88
 PP0401
 PP0401  VERT ORDER      -  SECOND    CLASS I
 PP0401
 PP0401.The horizontal coordinates were determined by differentially corrected
 PP0401.hand held GPS observations or other comparable positioning techniques
 PP0401.and have an estimated accuracy of +/- 3 meters.
 PP0401
 PP0401.The orthometric height was determined by differential leveling and
 PP0401.adjusted by the NATIONAL GEODETIC SURVEY
 PP0401.in May 2019.
 PP0401
 PP0401.Significant digits in the geoid height do not necessarily reflect accuracy.
 PP0401.GEOID18 height accuracy estimate available here.
 PP0401
 PP0401.Click photographs - Photos may exist for this station.
 PP0401
 PP0401.The dynamic height is computed by dividing the NAVD 88
 PP0401.geopotential number by the normal gravity value computed on the
 PP0401.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP0401.degrees latitude (g = 980.6199 gals.).
 PP0401
 PP0401.The modeled gravity was interpolated from observed gravity values.
 PP0401
 PP0401;                    North         East    Units  Estimated Accuracy
 PP0401;SPC MN S     -   242,506.0     883,006.4     MT  (+/- 3 meters HH1 GPS) 
 PP0401
 PP0401_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWK0318202729(NAD 83)
 PP0401
 PP0401                          SUPERSEDED SURVEY CONTROL
 PP0401
 PP0401  NAVD 88 (06/15/91)  346.747  (m)         1137.62   (f) SUPERSEDED  2 1
 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
 PP0401.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PP0401.See file dsdata.pdf to determine how the superseded data were derived.
 PP0401
 PP0401_MARKER: DB = BENCH MARK DISK
 PP0401_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 PP0401_STAMPING: 2511 AF 1972
 PP0401_MARK LOGO: MNHD
 PP0401_PROJECTION: FLUSH
 PP0401_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 PP0401_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PP0401_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PP0401+SATELLITE: SATELLITE OBSERVATIONS - August 21, 2023
 PP0401
 PP0401  HISTORY     - Date     Condition        Report By
 PP0401  HISTORY     - 1972     MONUMENTED       MNDT
 PP0401  HISTORY     - 1983     GOOD             MNDT
 PP0401  HISTORY     - 20090611 GOOD             MNDT
 PP0401  HISTORY     - 20161026 GOOD             MNDT
 PP0401  HISTORY     - 20200423 GOOD             MNDT
 PP0401  HISTORY     - 20230821 GOOD             MNDT
 PP0401
 PP0401                          STATION DESCRIPTION
 PP0401
 PP0401'DESCRIBED BY MN DEPT OF TRANSP 1972
 PP0401'1.25 MI NE FROM KENYON.
 PP0401'MARK IS LOCATED 1.05 MILES EAST ALONG T.H. 60 FROM THE EAST JUNCTION
 PP0401'OF T.H. 60 AND T.H. 57 IN KENYON, 139 FEET NORTH OF THE CENTERLINE OF
 PP0401'T.H. 60 AT MILE POINT 165.15, 17 FEET WEST OF THE CENTERLINE OF A
 PP0401'FIELD ROAD, 93 FEET NORTH-WEST OF A POWER POLE, 1 FOOT EAST OF A
 PP0401'NORTH-SOUTH FENCE LINE, 0.6 FEET SOUTH OF A STEEL WITNESS POST, IN THE
 PP0401'TOP OF A 6 FOOT PRECAST CONCRETE MONUMENT SET FLUSH WITH THE GROUND.
 PP0401'NE 1/4 SECTION 3, T 109N, R 18W.
 PP0401
 PP0401                          STATION RECOVERY (1983)
 PP0401
 PP0401'RECOVERY NOTE BY MN DEPT OF TRANSP 1983 (OCO)
 PP0401'ABOUT 1/2 MILE EAST OF THE CITY OF KENYON IN THE NORTHEAST 1/4 OF
 PP0401'SECTION 3, T109N, R18W, 1.05 MILES EAST ALONG TRUNK HIGHWAY 60 FROM
 PP0401'ITS JUNCTION WITH TRUNK HIGHWAY 56 IN THE NORTH PART OF KENYON, 139
 PP0401'FEET NORTH OF THE CENTERLINE OF HIGHWAY 60 AT MILEPOINT 65.15, 17 FEET
 PP0401'WEST OF THE CENTER OF A FIELD ROAD, 93 FEET NORTHWEST OF A POWER POLE,
 PP0401'1 FOOT EAST OF A NORTH-SOUTH FENCE LINE, AND 0.6 FOOT SOUTH OF A STEEL
 PP0401'WITNESS POST.  THE MARK, A STANDARD MNDT BENCH MARK DISK
 PP0401'STAMPED---2511 AF 1972---, IS SET IN THE TOP OF A 6 FOOT LONG PRECAST
 PP0401'CONCRETE MONUMENT AND IS FLUSH WITH THE GROUND.
 PP0401
 PP0401                          STATION RECOVERY (2009)
 PP0401
 PP0401'RECOVERY NOTE BY MN DEPT OF TRANSP 2009 (PL)
 PP0401'RECOVERED AS DESCRIBED.
 PP0401
 PP0401                          STATION RECOVERY (2016)
 PP0401
 PP0401'RECOVERY NOTE BY MN DEPT OF TRANSP 2016 (MPP)
 PP0401'RECOVERED AS DESCRIBED.
 PP0401
 PP0401                          STATION RECOVERY (2020)
 PP0401
 PP0401'RECOVERY NOTE BY MN DEPT OF TRANSP 2020 (TJD)
 PP0401'1.5 MI (2.4 KM) EAST-NORTHEAST OF KENYON, 1.0 MI (1.6 KM) EAST OF THE
 PP0401'JUNCTION OF TRUNK HIGHWAY 56 AND TRUNK HIGHWAY 60, AT TRUNK HIGHWAY 60
 PP0401'MILE POINT 65.15, 139.0 FT (42.4 M) NORTH OF TRUNK HIGHWAY 60, 17.0 FT
 PP0401'(5.2 M) WEST OF 40TH AVENUE, 93.0 FT (28.3 M) NORTHWEST OF A POWER
 PP0401'POLE, 0.3 FT (9 CM) SOUTHEAST OF A WITNESS POST.
 PP0401
 PP0401                          STATION RECOVERY (2023)
 PP0401
 PP0401'RECOVERY NOTE BY MN DEPT OF TRANSP 2023 (MJS)
 PP0401'1.5 MI (2.4 KM) EAST-NORTHEAST OF KENYON, 1.0 MI (1.6 KM) EAST OF THE
 PP0401'JUNCTION OF TRUNK HIGHWAY 56 AND TRUNK HIGHWAY 60, AT TRUNK HIGHWAY 60
 PP0401'MILE POINT 65.15, 139.0 FT (42.4 M) NORTH OF TRUNK HIGHWAY 60, 17.0 FT
 PP0401'(5.2 M) WEST OF 40TH AVENUE, 93.0 FT (28.3 M) NORTHWEST OF A POWER
 PP0401'POLE, 0.3 FT (9 CM) SOUTHEAST OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 PP0398 ***********************************************************************
 PP0398  DESIGNATION -  2511 AH 1
 PP0398  PID         -  PP0398
 PP0398  STATE/COUNTY-  MN/GOODHUE
 PP0398  COUNTRY     -  US
 PP0398  USGS QUAD   -  KENYON (2019)
 PP0398
 PP0398                         *CURRENT SURVEY CONTROL
 PP0398  ______________________________________________________________________
 PP0398* NAD 83(1986) POSITION- 44 16 41.74   (N) 092 56 02.13   (W)   HD_HELD1
 PP0398* NAVD 88 ORTHO HEIGHT -   356.813 (meters)     1170.64  (feet) ADJUSTED
 PP0398  ______________________________________________________________________
 PP0398  GEOID HEIGHT    -        -29.120 (meters)                     GEOID18
 PP0398  DYNAMIC HEIGHT  -        356.756 (meters)     1170.46  (feet) COMP
 PP0398  MODELED GRAVITY -    980,447.4   (mgal)                       NAVD 88
 PP0398
 PP0398  VERT ORDER      -  SECOND    CLASS I
 PP0398
 PP0398.The horizontal coordinates were determined by differentially corrected
 PP0398.hand held GPS observations or other comparable positioning techniques
 PP0398.and have an estimated accuracy of +/- 3 meters.
 PP0398
 PP0398.The orthometric height was determined by differential leveling and
 PP0398.adjusted by the NATIONAL GEODETIC SURVEY
 PP0398.in May 2019.
 PP0398
 PP0398.Significant digits in the geoid height do not necessarily reflect accuracy.
 PP0398.GEOID18 height accuracy estimate available here.
 PP0398
 PP0398.Click photographs - Photos may exist for this station.
 PP0398
 PP0398.The dynamic height is computed by dividing the NAVD 88
 PP0398.geopotential number by the normal gravity value computed on the
 PP0398.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP0398.degrees latitude (g = 980.6199 gals.).
 PP0398
 PP0398.The modeled gravity was interpolated from observed gravity values.
 PP0398
 PP0398;                    North         East    Units  Estimated Accuracy
 PP0398;SPC MN S     -   242,584.1     885,096.8     MT  (+/- 3 meters HH1 GPS) 
 PP0398
 PP0398_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWK0527202781(NAD 83)
 PP0398
 PP0398                          SUPERSEDED SURVEY CONTROL
 PP0398
 PP0398  NAVD 88 (06/15/91)  356.815  (m)         1170.65   (f) SUPERSEDED  2 0
 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
 PP0398.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PP0398.See file dsdata.pdf to determine how the superseded data were derived.
 PP0398
 PP0398_MARKER: DB = BENCH MARK DISK
 PP0398_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 PP0398_SP_SET: BOX CULVERT
 PP0398_STAMPING: 2511 AH 1 1972
 PP0398_MARK LOGO: MNHD
 PP0398_MAGNETIC: N = NO MAGNETIC MATERIAL
 PP0398_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PP0398+STABILITY: SURFACE MOTION
 PP0398_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 PP0398+SATELLITE: SATELLITE OBSERVATIONS - August 21, 2023
 PP0398
 PP0398  HISTORY     - Date     Condition        Report By
 PP0398  HISTORY     - 19720401 MONUMENTED       MNHD
 PP0398  HISTORY     - 20090611 GOOD             MNDT
 PP0398  HISTORY     - 20161028 GOOD             MNDT
 PP0398  HISTORY     - 20230821 GOOD             MNDT
 PP0398
 PP0398                          STATION DESCRIPTION
 PP0398
 PP0398'DESCRIBED BY MN HIGHWAY DEPT 1972
 PP0398'2.5 MI E FROM KENYON.
 PP0398'MARK IS LOCATED 2.5 MILES EAST ALONG T.H. 60 FROM THE EAST JUNCTION OF
 PP0398'T.H. 60 AND T.H. 56 AT KENYON, IN THE SOUTHEAST CORNER OF A BOX
 PP0398'CULVERT UNDER T.H. 60 AND 4 FEET LOWER THAN THE ROADWAY.  NW 1/4
 PP0398'SECTION 1, T 109N, R 18.
 PP0398
 PP0398                          STATION RECOVERY (2009)
 PP0398
 PP0398'RECOVERY NOTE BY MN DEPT OF TRANSP 2009 (PL)
 PP0398'RECOVERED AS DESCRIBED.
 PP0398
 PP0398                          STATION RECOVERY (2016)
 PP0398
 PP0398'RECOVERY NOTE BY MN DEPT OF TRANSP 2016 (MPP)
 PP0398'THE MARK IS LOCATED ABOUT 2.5 MI (4.0 KM) EAST FROM KENYON.
 PP0398'
 PP0398'TO REACH THE MARK GO 2.5 MI (4.0 KM) EAST ALONG TRUNK HIGHWAY 60 FROM
 PP0398'THE EAST JUNCTION OF TRUNK HIGHWAY 60 AND TRUNK HIGHWAY 56 IN KENYON,
 PP0398'AT TRUNK HIGHWAY 60 MILE POINT 166.50.
 PP0398'
 PP0398'THE MARK IS LOCATED IN SOUTHEAST CORNER OF TRUNK HIGHWAY 60 BOX
 PP0398'CULVERT.
 PP0398
 PP0398                          STATION RECOVERY (2023)
 PP0398
 PP0398'RECOVERY NOTE BY MN DEPT OF TRANSP 2023 (MJS)
 PP0398'2.5 MI (4.0 KM) EAST FROM KENYON, 2.5 MI (4.0 KM) EAST ALONG TRUNK
 PP0398'HIGHWAY 60 FROM THE EAST JUNCTION OF TRUNK HIGHWAY 60 AND TRUNK
 PP0398'HIGHWAY 56 IN KENYON, AT TRUNK HIGHWAY 60 MILE POINT 166.50, IN THE
 PP0398'SOUTHEAST CORNER OF A TRUNK HIGHWAY 60 BOX CULVERT.
 PP0398'
 PP0398'THE SURVEY MARK HAS BEEN DEEMED UNSAFE DUE TO FALL RISK AND HAS BEEN
 PP0398'ABANDONED FOR MNDOT GEODETIC USE.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 PP0397 ***********************************************************************
 PP0397  DESIGNATION -  2511 AI
 PP0397  PID         -  PP0397
 PP0397  STATE/COUNTY-  MN/GOODHUE
 PP0397  COUNTRY     -  US
 PP0397  USGS QUAD   -  KENYON (2019)
 PP0397
 PP0397                         *CURRENT SURVEY CONTROL
 PP0397  ______________________________________________________________________
 PP0397* NAD 83(1986) POSITION- 44 16 42.54   (N) 092 55 30.74   (W)   HD_HELD1
 PP0397* NAVD 88 ORTHO HEIGHT -   364.269 (meters)     1195.11  (feet) ADJUSTED
 PP0397  ______________________________________________________________________
 PP0397  GEOID HEIGHT    -        -29.151 (meters)                     GEOID18
 PP0397  DYNAMIC HEIGHT  -        364.210 (meters)     1194.91  (feet) COMP
 PP0397  MODELED GRAVITY -    980,446.2   (mgal)                       NAVD 88
 PP0397
 PP0397  VERT ORDER      -  SECOND    CLASS I
 PP0397
 PP0397.The horizontal coordinates were determined by differentially corrected
 PP0397.hand held GPS observations or other comparable positioning techniques
 PP0397.and have an estimated accuracy of +/- 3 meters.
 PP0397
 PP0397.The orthometric height was determined by differential leveling and
 PP0397.adjusted by the NATIONAL GEODETIC SURVEY
 PP0397.in May 2019.
 PP0397
 PP0397.Significant digits in the geoid height do not necessarily reflect accuracy.
 PP0397.GEOID18 height accuracy estimate available here.
 PP0397
 PP0397.Click photographs - Photos may exist for this station.
 PP0397
 PP0397.The dynamic height is computed by dividing the NAVD 88
 PP0397.geopotential number by the normal gravity value computed on the
 PP0397.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP0397.degrees latitude (g = 980.6199 gals.).
 PP0397
 PP0397.The modeled gravity was interpolated from observed gravity values.
 PP0397
 PP0397;                    North         East    Units  Estimated Accuracy
 PP0397;SPC MN S     -   242,618.0     885,792.4     MT  (+/- 3 meters HH1 GPS) 
 PP0397
 PP0397_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWK0596802806(NAD 83)
 PP0397
 PP0397                          SUPERSEDED SURVEY CONTROL
 PP0397
 PP0397  NAVD 88 (06/15/91)  364.255  (m)         1195.06   (f) SUPERSEDED  2 0
 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
 PP0397.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PP0397.See file dsdata.pdf to determine how the superseded data were derived.
 PP0397
 PP0397_MARKER: DB = BENCH MARK DISK
 PP0397_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 PP0397_STAMPING: 2511 AI 1972
 PP0397_MARK LOGO: MNHD
 PP0397_PROJECTION: FLUSH
 PP0397_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 PP0397_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PP0397_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 PP0397+SATELLITE: SATELLITE OBSERVATIONS - August 21, 2023
 PP0397
 PP0397  HISTORY     - Date     Condition        Report By
 PP0397  HISTORY     - 19720401 MONUMENTED       MNHD
 PP0397  HISTORY     - 20090611 GOOD             MNDT
 PP0397  HISTORY     - 20161026 GOOD             MNDT
 PP0397  HISTORY     - 20230821 GOOD             MNDT
 PP0397
 PP0397                          STATION DESCRIPTION
 PP0397
 PP0397'DESCRIBED BY MN HIGHWAY DEPT 1972
 PP0397'2.8 MI E FROM KENYON.
 PP0397'MARK IS LOCATED 2.8 MILES EAST ALONG T.H. 60 FROM THE EAST JUNCTION OF
 PP0397'T.H. 60 AND T.H. 56 IN KENYON, 1.7 MILES WEST OF BOMBAY, 101 FEET
 PP0397'SOUTH OF THE CENTERLINE OF T.H. 60 AT MILE POINT 166.9, 50 FEET NORTH
 PP0397'OF THE C.M. ST. P. AND P. R.R., 42 FEET EAST OF A FIELD ENTRANCE
 PP0397'LEADING SOUTH, 0.6 FEET NORTH OF A STEEL WITNESS POST, IN THE TOP OF A
 PP0397'6 FOOT PRECAST CONCRETE MONUMENT PROJECTING 3 INCHES ABOVE THE GROUND.
 PP0397'NE 1/4 SECTION 1, T 109N, R 18W.
 PP0397
 PP0397                          STATION RECOVERY (2009)
 PP0397
 PP0397'RECOVERY NOTE BY MN DEPT OF TRANSP 2009 (PL)
 PP0397'RECOVERED AS DESCRIBED.
 PP0397
 PP0397                          STATION RECOVERY (2016)
 PP0397
 PP0397'RECOVERY NOTE BY MN DEPT OF TRANSP 2016 (MPP)
 PP0397'THE MARK IS LOCATED ABOUT 2.8 MI (4.5 KM) EAST FROM KENYON.
 PP0397'
 PP0397'TO REACH THE MARK GO 2.8 MI (4.5 KM) EAST ALONG TRUNK HIGHWAY 60 FROM
 PP0397'THE EAST JUNCTION OF TRUNK HIGHWAY 60 AND TRUNK HIGHWAY 56 IN KENYON,
 PP0397'AT TRUNK HIGHWAY 60 MILE POINT 166.9.
 PP0397'
 PP0397'THE MARK IS LOCATED 101.0 FT (30.8 M) SOUTH OF TRUNK HIGHWAY 60, 100.0
 PP0397'FT (30.5 M) SOUTH ON FIELD ENTRANCE, 42.0 FT (12.8 M) EAST OF A FIELD
 PP0397'ENTRANCE SOUTH, 0.6 FT (18 CM) NORTH OF A WITNESS POST.
 PP0397
 PP0397                          STATION RECOVERY (2023)
 PP0397
 PP0397'RECOVERY NOTE BY MN DEPT OF TRANSP 2023 (MJS)
 PP0397'2.8 MI (4.5 KM) EAST FROM KENYON, 2.8 MI (4.5 KM) EAST ALONG TRUNK
 PP0397'HIGHWAY 60 FROM THE EAST JUNCTION OF TRUNK HIGHWAY 60 AND TRUNK
 PP0397'HIGHWAY 56 IN KENYON, AT TRUNK HIGHWAY 60 MILE POINT 166.9, 101.0 FT
 PP0397'(30.8 M) SOUTH OF TRUNK HIGHWAY 60, 100.0 FT (30.5 M) SOUTH ON A FIELD
 PP0397'ENTRANCE, 42.0 FT (12.8 M) EAST OF A FIELD ENTRANCE SOUTH, 0.6 FT (18
 PP0397'CM) NORTH OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 PP0392 ***********************************************************************
 PP0392  DESIGNATION -  2511 AN
 PP0392  PID         -  PP0392
 PP0392  STATE/COUNTY-  MN/GOODHUE
 PP0392  COUNTRY     -  US
 PP0392  USGS QUAD   -  KENYON (2019)
 PP0392
 PP0392                         *CURRENT SURVEY CONTROL
 PP0392  ______________________________________________________________________
 PP0392* NAD 83(1986) POSITION- 44 16 59.36   (N) 092 52 54.14   (W)   HD_HELD1
 PP0392* NAVD 88 ORTHO HEIGHT -   347.390 (meters)     1139.73  (feet) ADJUSTED
 PP0392  ______________________________________________________________________
 PP0392  GEOID HEIGHT    -        -29.312 (meters)                     GEOID18
 PP0392  DYNAMIC HEIGHT  -        347.332 (meters)     1139.54  (feet) COMP
 PP0392  MODELED GRAVITY -    980,441.3   (mgal)                       NAVD 88
 PP0392
 PP0392  VERT ORDER      -  SECOND    CLASS I
 PP0392
 PP0392.The horizontal coordinates were determined by differentially corrected
 PP0392.hand held GPS observations or other comparable positioning techniques
 PP0392.and have an estimated accuracy of +/- 3 meters.
 PP0392
 PP0392.The orthometric height was determined by differential leveling and
 PP0392.adjusted by the NATIONAL GEODETIC SURVEY
 PP0392.in May 2019.
 PP0392
 PP0392.Significant digits in the geoid height do not necessarily reflect accuracy.
 PP0392.GEOID18 height accuracy estimate available here.
 PP0392
 PP0392.Click photographs - Photos may exist for this station.
 PP0392
 PP0392.The dynamic height is computed by dividing the NAVD 88
 PP0392.geopotential number by the normal gravity value computed on the
 PP0392.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP0392.degrees latitude (g = 980.6199 gals.).
 PP0392
 PP0392.The modeled gravity was interpolated from observed gravity values.
 PP0392
 PP0392;                    North         East    Units  Estimated Accuracy
 PP0392;SPC MN S     -   243,183.6     889,257.4     MT  (+/- 3 meters HH1 GPS) 
 PP0392
 PP0392_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWK0943803329(NAD 83)
 PP0392
 PP0392                          SUPERSEDED SURVEY CONTROL
 PP0392
 PP0392  NAVD 88 (06/15/91)  347.372  (m)         1139.67   (f) SUPERSEDED  2 0
 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
 PP0392.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PP0392.See file dsdata.pdf to determine how the superseded data were derived.
 PP0392
 PP0392_MARKER: DB = BENCH MARK DISK
 PP0392_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 PP0392_STAMPING: 2511 AN 1972
 PP0392_MARK LOGO: MNHD
 PP0392_PROJECTION: PROJECTING 5 CENTIMETERS
 PP0392_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 PP0392_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PP0392_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 PP0392+SATELLITE: SATELLITE OBSERVATIONS - August 31, 2023
 PP0392
 PP0392  HISTORY     - Date     Condition        Report By
 PP0392  HISTORY     - 19720401 MONUMENTED       MNHD
 PP0392  HISTORY     - 20090611 GOOD             MNDT
 PP0392  HISTORY     - 20161026 GOOD             MNDT
 PP0392  HISTORY     - 20230831 GOOD             MNDT
 PP0392
 PP0392                          STATION DESCRIPTION
 PP0392
 PP0392'DESCRIBED BY MN HIGHWAY DEPT 1972
 PP0392'5.0 MI E FROM KENYON.
 PP0392'MARK IS LOCATED 5.0 MILES EAST ALONG T.H. 60 FROM THE EAST JUNCTION OF
 PP0392'T.H. 60 AND T.H. 56 IN KENYON, 0.5 MILES EAST OF BOMBAY, 160 FEET
 PP0392'SOUTH OF THE CENTERLINE OF T.H. 60 AT MILE POINT 169.1, 91 FEET SOUTH
 PP0392'OF A GUY POLE ON A POWER LINE, 26 FEET NORTH OF A FENCE CORNER, 3 FEET
 PP0392'EAST OF A NORTH-SOUTH FENCE LINE, 0.6 FEET NORTH OF A STEEL WITNESS
 PP0392'POST, IN THE TOP OF A 6 FOOT PRECAST CONCRETE MONUMENT SET FLUSH WITH
 PP0392'THE GROUND.  NE 1/4 SECTION 5, T 109N, R 17W.  NOTE-- THIS MARK IS
 PP0392'ALSO 4.8 MILES WEST ALONG T.H. 60 FROM THE JUNCTION OF T.H. 60 AND
 PP0392'T.H. 57 IN WANAMINGO.
 PP0392
 PP0392                          STATION RECOVERY (2009)
 PP0392
 PP0392'RECOVERY NOTE BY MN DEPT OF TRANSP 2009 (PL)
 PP0392'RECOVERED AS DESCRIBED.
 PP0392
 PP0392                          STATION RECOVERY (2016)
 PP0392
 PP0392'RECOVERY NOTE BY MN DEPT OF TRANSP 2016 (MPP)
 PP0392'THE MARK IS LOCATED ABOUT 5.0 MI (8.0 KM) EAST FROM KENYON.
 PP0392'
 PP0392'TO REACH THE MARK GO 5.0 MI (8.0 KM) EAST ALONG TRUNK HIGHWAY 60 FROM
 PP0392'THE EAST JUNCTION OF TRUNK HIGHWAY 60 AND TRUNK HIGHWAY 56 IN KENYON,
 PP0392'AT TRUNK HIGHWAY 60 MILE POINT 169.1.
 PP0392'
 PP0392'THE MARK IS LOCATED 160.0 FT (48.8 M) SOUTH OF TRUNK HIGHWAY 60, 91.0
 PP0392'FT (27.7 M) SOUTH OF A POWER POLE WITH GUY WIRE, 26.0 FT (7.9 M) NORTH
 PP0392'OF A FENCE CORNER, 0.6 FT (18 CM) NORTH OF A WITNESS POST.
 PP0392
 PP0392                          STATION RECOVERY (2023)
 PP0392
 PP0392'RECOVERY NOTE BY MN DEPT OF TRANSP 2023 (MJS)
 PP0392'5.0 MI (8.0 KM) EAST FROM KENYON, 5.0 MI (8.0 KM) EAST ALONG TRUNK
 PP0392'HIGHWAY 60 FROM THE EAST JUNCTION OF TRUNK HIGHWAY 60 AND TRUNK
 PP0392'HIGHWAY 56 IN KENYON, AT TRUNK HIGHWAY 60 MILE POINT 169.1, 160.0 FT
 PP0392'(48.8 M) SOUTH OF TRUNK HIGHWAY 60, 91.0 FT (27.7 M) SOUTH OF A POWER
 PP0392'POLE WITH A GUY WIRE, 26.0 FT (7.9 M) NORTH OF A FENCE CORNER, 0.6 FT
 PP0392'(18 CM) NORTH OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 PP0389 ***********************************************************************
 PP0389  DESIGNATION -  2511 AO
 PP0389  PID         -  PP0389
 PP0389  STATE/COUNTY-  MN/GOODHUE
 PP0389  COUNTRY     -  US
 PP0389  USGS QUAD   -  WANAMINGO (2019)
 PP0389
 PP0389                         *CURRENT SURVEY CONTROL
 PP0389  ______________________________________________________________________
 PP0389* NAD 83(1986) POSITION- 44 16 58.13   (N) 092 52 17.16   (W)   HD_HELD1
 PP0389* NAVD 88 ORTHO HEIGHT -   345.378 (meters)     1133.13  (feet) ADJUSTED
 PP0389  ______________________________________________________________________
 PP0389  GEOID HEIGHT    -        -29.349 (meters)                     GEOID18
 PP0389  DYNAMIC HEIGHT  -        345.320 (meters)     1132.94  (feet) COMP
 PP0389  MODELED GRAVITY -    980,440.1   (mgal)                       NAVD 88
 PP0389
 PP0389  VERT ORDER      -  SECOND    CLASS I
 PP0389
 PP0389.The horizontal coordinates were determined by differentially corrected
 PP0389.hand held GPS observations or other comparable positioning techniques
 PP0389.and have an estimated accuracy of +/- 3 meters.
 PP0389
 PP0389.The orthometric height was determined by differential leveling and
 PP0389.adjusted by the NATIONAL GEODETIC SURVEY
 PP0389.in May 2019.
 PP0389
 PP0389.Significant digits in the geoid height do not necessarily reflect accuracy.
 PP0389.GEOID18 height accuracy estimate available here.
 PP0389
 PP0389.Click photographs - Photos may exist for this station.
 PP0389
 PP0389.The dynamic height is computed by dividing the NAVD 88
 PP0389.geopotential number by the normal gravity value computed on the
 PP0389.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP0389.degrees latitude (g = 980.6199 gals.).
 PP0389
 PP0389.The modeled gravity was interpolated from observed gravity values.
 PP0389
 PP0389;                    North         East    Units  Estimated Accuracy
 PP0389;SPC MN S     -   243,156.9     890,077.7     MT  (+/- 3 meters HH1 GPS) 
 PP0389
 PP0389_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWK1025803293(NAD 83)
 PP0389
 PP0389                          SUPERSEDED SURVEY CONTROL
 PP0389
 PP0389  NAVD 88 (06/15/91)  345.388  (m)         1133.16   (f) SUPERSEDED  2 0
 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
 PP0389.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PP0389.See file dsdata.pdf to determine how the superseded data were derived.
 PP0389
 PP0389_MARKER: DB = BENCH MARK DISK
 PP0389_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 PP0389_STAMPING: 2511 AO 1972
 PP0389_MARK LOGO: MNHD
 PP0389_PROJECTION: PROJECTING 5 CENTIMETERS
 PP0389_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 PP0389_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PP0389_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PP0389+SATELLITE: SATELLITE OBSERVATIONS - August 31, 2023
 PP0389
 PP0389  HISTORY     - Date     Condition        Report By
 PP0389  HISTORY     - 19720401 MONUMENTED       MNHD
 PP0389  HISTORY     - 20090611 GOOD             MNDT
 PP0389  HISTORY     - 20161026 GOOD             MNDT
 PP0389  HISTORY     - 20200423 GOOD             MNDT
 PP0389  HISTORY     - 20230831 GOOD             MNDT
 PP0389
 PP0389                          STATION DESCRIPTION
 PP0389
 PP0389'DESCRIBED BY MN HIGHWAY DEPT 1972
 PP0389'4.4 MI W FROM WANAMINGO.
 PP0389'MARK IS LOCATED 4.4 MILES WEST ALONG T.H. 60 FROM THE JUNCTION OF T.H.
 PP0389'60 AND T.H. 57 IN WANAMINGO, AT THE JUNCTION OF T.H. 60 AND COUNTY
 PP0389'ROAD 1, ABOUT 250 FEET SOUTH OF T.H. 60, 47 FEET EAST OF THE
 PP0389'CENTERLINE OF COUNTY ROAD 1, 113 FEET NORTH OF A UNDERGROUND TELEPHONE
 PP0389'CABLE WARNING SIGN, 2 FEET WEST OF A NORTH-SOUTH FENCE LINE, 0.8 FEET
 PP0389'NORTH OF A STEEL WITNESS POST, IN THE TOP OF A 6 FOOT PRECAST CONCRETE
 PP0389'MONUMENT PROJECTING 2 INCHES ABOVE THE GROUND.  NW 1/4 SECTION 4, T
 PP0389'109N, R 17W.
 PP0389
 PP0389                          STATION RECOVERY (2009)
 PP0389
 PP0389'RECOVERY NOTE BY MN DEPT OF TRANSP 2009 (PL)
 PP0389'RECOVERED AS DESCRIBED.
 PP0389
 PP0389                          STATION RECOVERY (2016)
 PP0389
 PP0389'RECOVERY NOTE BY MN DEPT OF TRANSP 2016 (MPP)
 PP0389'THE MARK IS LOCATED ABOUT 4.4 MI (7.1 KM) WEST FROM WANAMINGO.
 PP0389'
 PP0389'TO REACH THE MARK GO 4.4 MI (7.1 KM) WEST ALONG TRUNK HIGHWAY 60 FROM
 PP0389'THE JUNCTION OF TRUNK HIGHWAY 60 AND TRUNK HIGHWAY 57 IN WANAMINGO, AT
 PP0389'THE JUNCTION OF TRUNK HIGHWAY 60 AND COUNTY ROAD 1.
 PP0389'
 PP0389'THE MARK IS LOCATED 250.0 FT (76.2 M) SOUTH OF TRUNK HIGHWAY 60, 47.0
 PP0389'FT (14.3 M) EAST OF COUNTY ROAD 1, 0.8 FT (24 CM) NORTH OF A WITNESS
 PP0389'POST.
 PP0389
 PP0389                          STATION RECOVERY (2020)
 PP0389
 PP0389'RECOVERY NOTE BY MN DEPT OF TRANSP 2020 (TJD)
 PP0389'RECOVERED IN GOOD CONDITION.
 PP0389
 PP0389                          STATION RECOVERY (2023)
 PP0389
 PP0389'RECOVERY NOTE BY MN DEPT OF TRANSP 2023 (MJS)
 PP0389'4.4 MI (7.1 KM) WEST FROM WANAMINGO, 4.4 MI (7.1 KM) WEST ALONG TRUNK
 PP0389'HIGHWAY 60 FROM THE JUNCTION OF TRUNK HIGHWAY 60 AND TRUNK HIGHWAY 57
 PP0389'IN WANAMINGO, AT THE JUNCTION OF TRUNK HIGHWAY 60 AND COUNTY ROAD 1,
 PP0389'250.0 FT (76.2 M) SOUTH OF TRUNK HIGHWAY 60, 47.0 FT (14.3 M) EAST OF
 PP0389'COUNTY ROAD 1, 0.8 FT (24 CM) NORTH OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 PP0384 ***********************************************************************
 PP0384  DESIGNATION -  2511 AT
 PP0384  PID         -  PP0384
 PP0384  STATE/COUNTY-  MN/GOODHUE
 PP0384  COUNTRY     -  US
 PP0384  USGS QUAD   -  WANAMINGO (2019)
 PP0384
 PP0384                         *CURRENT SURVEY CONTROL
 PP0384  ______________________________________________________________________
 PP0384* NAD 83(1986) POSITION- 44 17 26.51   (N) 092 50 05.11   (W)   HD_HELD1
 PP0384* NAVD 88 ORTHO HEIGHT -   351.618 (meters)     1153.60  (feet) ADJUSTED
 PP0384  ______________________________________________________________________
 PP0384  GEOID HEIGHT    -        -29.485 (meters)                     GEOID18
 PP0384  DYNAMIC HEIGHT  -        351.558 (meters)     1153.40  (feet) COMP
 PP0384  MODELED GRAVITY -    980,437.5   (mgal)                       NAVD 88
 PP0384
 PP0384  VERT ORDER      -  SECOND    CLASS I
 PP0384
 PP0384.The horizontal coordinates were determined by differentially corrected
 PP0384.hand held GPS observations or other comparable positioning techniques
 PP0384.and have an estimated accuracy of +/- 3 meters.
 PP0384
 PP0384.The orthometric height was determined by differential leveling and
 PP0384.adjusted by the NATIONAL GEODETIC SURVEY
 PP0384.in May 2019.
 PP0384
 PP0384.Significant digits in the geoid height do not necessarily reflect accuracy.
 PP0384.GEOID18 height accuracy estimate available here.
 PP0384
 PP0384.Click photographs - Photos may exist for this station.
 PP0384
 PP0384.The dynamic height is computed by dividing the NAVD 88
 PP0384.geopotential number by the normal gravity value computed on the
 PP0384.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP0384.degrees latitude (g = 980.6199 gals.).
 PP0384
 PP0384.The modeled gravity was interpolated from observed gravity values.
 PP0384
 PP0384;                    North         East    Units  Estimated Accuracy
 PP0384;SPC MN S     -   244,073.8     892,992.7     MT  (+/- 3 meters HH1 GPS) 
 PP0384
 PP0384_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWK1318304174(NAD 83)
 PP0384
 PP0384                          SUPERSEDED SURVEY CONTROL
 PP0384
 PP0384  NAVD 88 (06/15/91)  351.648  (m)         1153.70   (f) SUPERSEDED  2 0
 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
 PP0384.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PP0384.See file dsdata.pdf to determine how the superseded data were derived.
 PP0384
 PP0384_MARKER: DB = BENCH MARK DISK
 PP0384_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 PP0384_STAMPING: 2511 AT 1972
 PP0384_MARK LOGO: MNHD
 PP0384_PROJECTION: FLUSH
 PP0384_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 PP0384_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PP0384_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 PP0384+SATELLITE: SATELLITE OBSERVATIONS - August 31, 2023
 PP0384
 PP0384  HISTORY     - Date     Condition        Report By
 PP0384  HISTORY     - 1972     MONUMENTED       MNDT
 PP0384  HISTORY     - 20090611 GOOD             MNDT
 PP0384  HISTORY     - 20161020 GOOD             MNDT
 PP0384  HISTORY     - 20230831 GOOD             MNDT
 PP0384
 PP0384                          STATION DESCRIPTION
 PP0384
 PP0384'DESCRIBED BY MN DEPT OF TRANSP 1972
 PP0384'2.3 MI W FROM WANAMINGO.
 PP0384'MARK IS LOCATED 2.3 MILES WEST ALONG T.H. 60 FROM THE JUNCTION OF T.H.
 PP0384'60 AND T.H. 57 IN WANAMINGO, 138 FEET SOUTH OF THE CENTERLINE OF T.H.
 PP0384'60 AT MILE POINT 171.7 OF A T-FENCE SOUTH, 163 FEET WEST OF A POWER
 PP0384'POLE WITH GUY WIRES, 90 FEET SOUTH OF AN EAST-WEST FENCE LINE, 2 FEET
 PP0384'EAST OF A NORTH-SOUTH FENCE LINE, 0.6 FEET NORTH OF A STEEL WITNESS
 PP0384'POST, IN THE TOP OF A 6 FOOT PRECAST CONCRETE MONUMENT, 15 FEET LOWER
 PP0384'THAN THE HIGHWAY AND PROJECTING 2 INCHES ABOVE THE GROUND. SE 1/4
 PP0384'SECTION 34, T 110N, R 17W.
 PP0384
 PP0384                          STATION RECOVERY (2009)
 PP0384
 PP0384'RECOVERY NOTE BY MN DEPT OF TRANSP 2009 (PL)
 PP0384'RECOVERED AS DESCRIBED.
 PP0384
 PP0384                          STATION RECOVERY (2016)
 PP0384
 PP0384'RECOVERY NOTE BY MN DEPT OF TRANSP 2016 (MPP)
 PP0384'RECOVERED AS DESCRIBED.
 PP0384
 PP0384                          STATION RECOVERY (2023)
 PP0384
 PP0384'RECOVERY NOTE BY MN DEPT OF TRANSP 2023 (MJS)
 PP0384'2.3 MI (3.7 KM) WEST FROM WANAMINGO, 2.3 MI (3.7 KM) WEST ALONG TRUNK
 PP0384'HIGHWAY 60 FROM THE JUNCTION OF TRUNK HIGHWAY 60 AND TRUNK HIGHWAY 57
 PP0384'IN WANAMINGO, AT TRUNK HIGHWAY 60 MILE POINT 171.7, 138.0 FT (42.1 M)
 PP0384'SOUTH OF TRUNK HIGHWAY 60, 7.0 FT (2.1 M) EAST OF A CULTIVATED FIELD,
 PP0384'SOUTH OF DRIVEWAY NUMBER 9851 EXTENDED, 0.6 FT (18 CM) NORTH OF A
 PP0384'WITNESS POST.
 PP0384'
 PP0384'THE SURVEY MARK IS ON PRIVATE PROPERTY AND HAS BEEN ABANDONED FOR
 PP0384'MNDOT GEODETIC USE.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 PP0382 ***********************************************************************
 PP0382  DESIGNATION -  2511 AU RESET
 PP0382  PID         -  PP0382
 PP0382  STATE/COUNTY-  MN/GOODHUE
 PP0382  COUNTRY     -  US
 PP0382  USGS QUAD   -  WANAMINGO (2019)
 PP0382
 PP0382                         *CURRENT SURVEY CONTROL
 PP0382  ______________________________________________________________________
 PP0382* NAD 83(1986) POSITION- 44 17 54.10   (N) 092 49 08.24   (W)   HD_HELD1
 PP0382* NAVD 88 ORTHO HEIGHT -   329.063 (meters)     1079.60  (feet) ADJUSTED
 PP0382  ______________________________________________________________________
 PP0382  GEOID HEIGHT    -        -29.548 (meters)                     GEOID18
 PP0382  DYNAMIC HEIGHT  -        329.006 (meters)     1079.41  (feet) COMP
 PP0382  MODELED GRAVITY -    980,436.9   (mgal)                       NAVD 88
 PP0382
 PP0382  VERT ORDER      -  SECOND    CLASS I
 PP0382
 PP0382.The horizontal coordinates were determined by differentially corrected
 PP0382.hand held GPS observations or other comparable positioning techniques
 PP0382.and have an estimated accuracy of +/- 3 meters.
 PP0382
 PP0382.The orthometric height was determined by differential leveling and
 PP0382.adjusted by the NATIONAL GEODETIC SURVEY
 PP0382.in May 2019.
 PP0382
 PP0382.Significant digits in the geoid height do not necessarily reflect accuracy.
 PP0382.GEOID18 height accuracy estimate available here.
 PP0382
 PP0382.Click photographs - Photos may exist for this station.
 PP0382
 PP0382.The dynamic height is computed by dividing the NAVD 88
 PP0382.geopotential number by the normal gravity value computed on the
 PP0382.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP0382.degrees latitude (g = 980.6199 gals.).
 PP0382
 PP0382.The modeled gravity was interpolated from observed gravity values.
 PP0382
 PP0382;                    North         East    Units  Estimated Accuracy
 PP0382;SPC MN S     -   244,943.4     894,241.1     MT  (+/- 3 meters HH1 GPS) 
 PP0382
 PP0382_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWK1444205027(NAD 83)
 PP0382
 PP0382                          SUPERSEDED SURVEY CONTROL
 PP0382
 PP0382  NAVD 88 (04/14/03)  329.080  (m)         1079.66   (f) SUPERSEDED  3 0
 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
 PP0382.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PP0382.See file dsdata.pdf to determine how the superseded data were derived.
 PP0382
 PP0382_MARKER: DV = VERTICAL CONTROL DISK
 PP0382_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 PP0382_STAMPING: 2511 AU RESET 1975
 PP0382_MARK LOGO: MNHD
 PP0382_PROJECTION: RECESSED 5 CENTIMETERS
 PP0382_MAGNETIC: I = MARKER IS A STEEL ROD
 PP0382_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PP0382_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PP0382+SATELLITE: SATELLITE OBSERVATIONS - August 31, 2023
 PP0382
 PP0382  HISTORY     - Date     Condition        Report By
 PP0382  HISTORY     - 19750401 MONUMENTED       MNHD
 PP0382  HISTORY     - 20090615 GOOD             MNDT
 PP0382  HISTORY     - 20161027 GOOD             MNDT
 PP0382  HISTORY     - 20230831 GOOD             MNDT
 PP0382
 PP0382                          STATION DESCRIPTION
 PP0382
 PP0382'DESCRIBED BY MN HIGHWAY DEPT 1975
 PP0382'1.4 MI W FROM WANAMINGO.
 PP0382'THE MARK IS LOCATED 1.4 MILES WEST ALONG TRUNK HIGHWAY 60 FROM THE
 PP0382'JUNCTION OF TRUNK HIGHWAY 60 AND TRUNK HIGHWAY 57 IN WANAMINGO AT THE
 PP0382'BEGINNING OF A CURVE IN THE ROADWAY, 96 FEET NORTH OF THE CENTERLINE
 PP0382'OF TRUNK HIGHWAY 60 AT MILEPOINT 172.6, 5 FEET SOUTH-SOUTHWEST OF
 PP0382'POWER POLE NUMBER 452, 2 FEET EAST OF A JOG IN THE RIGHT-OF-WAY, AND 4
 PP0382'FEET SOUTH-SOUTHEAST OF A STEEL WITNESS POST.  THE MARK, A STANDARD
 PP0382'MNHD BENCH MARK DISK ATTACHED TO THE TOP OF A 5/8 INCH DIAMETER BY 17
 PP0382'FOOT LONG DRIVEN COPPER COATED STEEL ROD, IS SET FLUSH WITH THE
 PP0382'SURFACE OF THE GROUND.  SE 1/4 SECTION 26, T 110N, R 17W.
 PP0382
 PP0382                          STATION RECOVERY (2009)
 PP0382
 PP0382'RECOVERY NOTE BY MN DEPT OF TRANSP 2009 (PL)
 PP0382'RECOVERED AS DESCRIBED.
 PP0382
 PP0382                          STATION RECOVERY (2016)
 PP0382
 PP0382'RECOVERY NOTE BY MN DEPT OF TRANSP 2016 (MPP)
 PP0382'THE MARK IS LOCATED ABOUT 1.4 MI (2.3 KM) WEST FROM WANAMINGO.
 PP0382'
 PP0382'TO REACH THE MARK GO 1.4 MI (2.3 KM) WEST ALONG TRUNK HIGHWAY 60 FROM
 PP0382'THE JUNCTION OF TRUNK HIGHWAY 60 AND TRUNK HIGHWAY 57 IN WANAMINGO, AT
 PP0382'TRUNK HIGHWAY 60 MILE POINT 172.70.
 PP0382'
 PP0382'THE MARK IS LOCATED 96.0 FT (29.3 M) NORTH OF TRUNK HIGHWAY 60, 5.0 FT
 PP0382'(1.5 M) SOUTH-SOUTHWEST OF A POWER POLE 452, 2.0 FT (0.6 M) EAST OF
 PP0382'RIGHT-OF-WAY POST, 1.0 FT (0.3 M) SOUTH OF A WITNESS POST.
 PP0382
 PP0382                          STATION RECOVERY (2023)
 PP0382
 PP0382'RECOVERY NOTE BY MN DEPT OF TRANSP 2023 (MJS)
 PP0382'1.4 MI (2.3 KM) WEST FROM WANAMINGO, 1.4 MI (2.3 KM) WEST ALONG TRUNK
 PP0382'HIGHWAY 60 FROM THE JUNCTION OF TRUNK HIGHWAY 60 AND TRUNK HIGHWAY 57
 PP0382'IN WANAMINGO, AT TRUNK HIGHWAY 60 MILE POINT 172.70, 96.0 FT (29.3 M)
 PP0382'NORTH OF TRUNK HIGHWAY 60, 5.0 FT (1.5 M) SOUTH-SOUTHWEST OF A POWER
 PP0382'POLE NUMBER 452, 2.0 FT (0.6 M) EAST OF A RIGHT-OF-WAY POST, 1.0 FT
 PP0382'(0.3 M) SOUTH OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 PP0379 ***********************************************************************
 PP0379  DESIGNATION -  2511 AW
 PP0379  PID         -  PP0379
 PP0379  STATE/COUNTY-  MN/GOODHUE
 PP0379  COUNTRY     -  US
 PP0379  USGS QUAD   -  WANAMINGO (2019)
 PP0379
 PP0379                         *CURRENT SURVEY CONTROL
 PP0379  ______________________________________________________________________
 PP0379* NAD 83(2011) POSITION- 44 17 51.68993(N) 092 48 02.74805(W)   ADJUSTED
 PP0379* NAD 83(2011) ELLIP HT-   294.928 (meters)        (06/27/12)   ADJUSTED
 PP0379* NAD 83(2011) EPOCH   -  2010.00
 PP0379* NAVD 88 ORTHO HEIGHT -   324.528 (meters)     1064.72  (feet) ADJUSTED
 PP0379  ______________________________________________________________________
 PP0379  GEOID HEIGHT    -        -29.611 (meters)                     GEOID18
 PP0379  NAD 83(2011) X  -   -223,433.640 (meters)                     COMP
 PP0379  NAD 83(2011) Y  - -4,567,185.695 (meters)                     COMP
 PP0379  NAD 83(2011) Z  -  4,432,032.144 (meters)                     COMP
 PP0379  LAPLACE CORR    -         -8.74  (seconds)                    DEFLEC18
 PP0379  DYNAMIC HEIGHT  -        324.472 (meters)     1064.54  (feet) COMP
 PP0379  MODELED GRAVITY -    980,436.0   (mgal)                       NAVD 88
 PP0379
 PP0379  VERT ORDER      -  SECOND    CLASS I
 PP0379
 PP0379  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 PP0379  Standards:
 PP0379         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 PP0379            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 PP0379  -------------------------------------------------------------------
 PP0379  NETWORK    0.63   0.67           0.30   0.19   0.34     -0.02797705
 PP0379  -------------------------------------------------------------------
 PP0379  Click here for local accuracies and other accuracy information.
 PP0379
 PP0379.The horizontal coordinates were established by GPS observations
 PP0379.and adjusted by the National Geodetic Survey in June 2012.
 PP0379
 PP0379.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 PP0379.been affixed to the stable North American tectonic plate. See 
 PP0379.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 PP0379
 PP0379.The horizontal coordinates are valid at the epoch date displayed above
 PP0379.which is a decimal equivalence of Year/Month/Day.
 PP0379
 PP0379.The orthometric height was determined by differential leveling and
 PP0379.adjusted by the NATIONAL GEODETIC SURVEY
 PP0379.in May 2019.
 PP0379
 PP0379.Significant digits in the geoid height do not necessarily reflect accuracy.
 PP0379.GEOID18 height accuracy estimate available here.
 PP0379
 PP0379.Click photographs - Photos may exist for this station.
 PP0379
 PP0379.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 PP0379
 PP0379.The Laplace correction was computed from DEFLEC18 derived deflections.
 PP0379
 PP0379.The ellipsoidal height was determined by GPS observations
 PP0379.and is referenced to NAD 83.
 PP0379
 PP0379.The dynamic height is computed by dividing the NAVD 88
 PP0379.geopotential number by the normal gravity value computed on the
 PP0379.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP0379.degrees latitude (g = 980.6199 gals.).
 PP0379
 PP0379.The modeled gravity was interpolated from observed gravity values.
 PP0379
 PP0379. The following values were computed from the NAD 83(2011) position.
 PP0379
 PP0379;                    North         East     Units Scale Factor Converg.
 PP0379;SPC MN S     -   244,890.124   895,693.681   MT  0.99992834   +0 50 26.1
 PP0379;SPC MN S     -   803,443.68  2,938,621.69   sFT  0.99992834   +0 50 26.1
 PP0379;UTM  15      - 4,904,956.960   515,893.538   MT  0.99960311   +0 08 20.9
 PP0379
 PP0379!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PP0379!SPC MN S     -   0.99995376  x   0.99992834  =   0.99988210
 PP0379!UTM  15      -   0.99995376  x   0.99960311  =   0.99955689
 PP0379
 PP0379_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWK1589304956(NAD 83)
 PP0379
 PP0379                          SUPERSEDED SURVEY CONTROL
 PP0379
 PP0379  NAD 83(2007)-  44 17 51.69007(N)    092 48 02.74896(W) AD(2002.00) 1
 PP0379  ELLIP H (07/30/09)  294.946  (m)                       GP(2002.00) 3 2
 PP0379  NAD 83(1996)-  44 17 51.68967(N)    092 48 02.74833(W) AD(       ) 1
 PP0379  ELLIP H (03/06/08)  294.988  (m)                       GP(       ) 3 2
 PP0379  NAVD 88             324.54   (m)         1064.8    (f) LEVELING    3  
 PP0379  NAVD 88 (06/15/91)  324.542  (m)         1064.77   (f) SUPERSEDED  2 1
 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
 PP0379.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PP0379.See file dsdata.pdf to determine how the superseded data were derived.
 PP0379
 PP0379_MARKER: DB = BENCH MARK DISK
 PP0379_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 PP0379_STAMPING: 2511 AW 1972
 PP0379_MARK LOGO: MNHD
 PP0379_PROJECTION: RECESSED 3 CENTIMETERS
 PP0379_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 PP0379_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PP0379_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PP0379+SATELLITE: SATELLITE OBSERVATIONS - August 31, 2023
 PP0379
 PP0379  HISTORY     - Date     Condition        Report By
 PP0379  HISTORY     - 1972     MONUMENTED       MNHD
 PP0379  HISTORY     - 20051205 GOOD             MNDT
 PP0379  HISTORY     - 20060823 GOOD             MNDT
 PP0379  HISTORY     - 20090615 GOOD             MNDT
 PP0379  HISTORY     - 20161027 GOOD             MNDT
 PP0379  HISTORY     - 20200423 GOOD             MNDT
 PP0379  HISTORY     - 20230831 GOOD             MNDT
 PP0379
 PP0379                          STATION DESCRIPTION
 PP0379
 PP0379'DESCRIBED BY MN HIGHWAY DEPT 1972
 PP0379'0.5 MI W FROM WANAMINGO.
 PP0379'MARK IS LOCATED 0.5 MILES WEST ALONG T.H. 60 FROM THE JUNCTION OF T.H.
 PP0379'60 AND T.H. 57 IN WANAMINGO, ABOUT 300 FEET SOUTH OF A NATURAL GAS
 PP0379'STORAGE TANK, 102 FEET SOUTH OF THE CENTERLINE OF T.H. 60 AT MILEPOINT
 PP0379'173.5, 37 FEET SOUTH OF A POWER POLE ON A NORTH-SOUTH POLE LINE, 2
 PP0379'FEET EAST OF A NORTH-SOUTH FENCE LINE, 0.5 FEET NORTH OF A STEEL
 PP0379'WITNESS POST, IN THE TOP OF A 6 FOOT PRECAST CONCRETE MONUMENT
 PP0379'PROJECTING 2 INCHES ABOVE THE GROUND.  NE 1/4 SECTION 36, T 110N, R
 PP0379'17W.
 PP0379
 PP0379                          STATION RECOVERY (2005)
 PP0379
 PP0379'RECOVERY NOTE BY MN DEPT OF TRANSP 2005 (MPP)
 PP0379'0.5 MILES WEST FROM WANAMINGO, 0.5 MILES WEST ALONG TRUNK HIGHWAY 60
 PP0379'FROM THE JUNCTION OF TRUNK HIGHWAY 60 AND TRUNK HIGHWAY 57 IN
 PP0379'WANAMINGO, AT TRUNK HIGHWAY 60 MILEPOINT 173.5, 102 FEET SOUTH OF
 PP0379'TRUNK HIGHWAY 60, 300 FEET SOUTH OF GAS STORAGE TANK, 37 FEET SOUTH OF
 PP0379'POWER POLE, 2 FEET EAST OF NORTH-SOUTH FENCELINE, 0.5 FEET NORTH OF
 PP0379'WITNESS POST.
 PP0379
 PP0379                          STATION RECOVERY (2006)
 PP0379
 PP0379'RECOVERY NOTE BY MN DEPT OF TRANSP 2006 (MPP)
 PP0379'THE MARK WAS RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.
 PP0379'THE MARK IS 0.5 MILE (0.8 KM) WEST OF WANAMINGO, 0.5 MILE (0.8 KM)
 PP0379'WEST OF THE JUNCTION OF TRUNK HIGHWAY 60 AND TRUNK HIGHWAY 57, AT
 PP0379'MILEPOINT 173.6, 102 FEET (31.1 M) SOUTH OF TRUNK HIGHWAY 60, 300 FEET
 PP0379'(91.4 M) SOUTH OF GAS STORAGE TANK, 4.7 FEET (1.4 M) SOUTH OF POWER
 PP0379'POLE, 2.5 FEET (0.8 M) SOUTH OF CABLE PEDESTAL, 0.5 FOOT (15.2 CM)
 PP0379'NORTH OF WITNESS POST.
 PP0379
 PP0379                          STATION RECOVERY (2009)
 PP0379
 PP0379'RECOVERY NOTE BY MN DEPT OF TRANSP 2009 (PL)
 PP0379'RECOVERED AS DESCRIBED.
 PP0379
 PP0379                          STATION RECOVERY (2016)
 PP0379
 PP0379'RECOVERY NOTE BY MN DEPT OF TRANSP 2016 (MPP)
 PP0379'RECOVERED AS DESCRIBED.
 PP0379
 PP0379                          STATION RECOVERY (2020)
 PP0379
 PP0379'RECOVERY NOTE BY MN DEPT OF TRANSP 2020 (TJD)
 PP0379'RECOVERED IN GOOD CONDITION.
 PP0379
 PP0379                          STATION RECOVERY (2023)
 PP0379
 PP0379'RECOVERY NOTE BY MN DEPT OF TRANSP 2023 (MJS)
 PP0379'0.5 MI (0.8 KM) WEST OF WANAMINGO, ALONG TRUNK HIGHWAY 60, 0.5 MI (0.8
 PP0379'KM) WEST OF THE JUNCTION OF TRUNK HIGHWAY 60 AND TRUNK HIGHWAY 57, AT
 PP0379'TRUNK HIGHWAY 60 MILE POINT 173.6, 102.0 FT (31.1 M) SOUTH OF TRUNK
 PP0379'HIGHWAY 60, 300.0 FT (91.4 M) SOUTH OF A GAS STORAGE TANK, 4.7 FT (1.4
 PP0379'M) NORTH OF A POWER POLE, 2.5 FT (0.8 M) EAST OF A CABLE PEDESTAL, 0.5
 PP0379'FT (15 CM) NORTH OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DM3415 ***********************************************************************
 DM3415  DESIGNATION -  2511 B
 DM3415  PID         -  DM3415
 DM3415  STATE/COUNTY-  MN/GOODHUE
 DM3415  COUNTRY     -  US
 DM3415  USGS QUAD   -  ZUMBROTA (2019)
 DM3415
 DM3415                         *CURRENT SURVEY CONTROL
 DM3415  ______________________________________________________________________
 DM3415* NAD 83(1986) POSITION- 44 17 50.80   (N) 092 44 17.17   (W)   HD_HELD1
 DM3415* NAVD 88 ORTHO HEIGHT -   323.250 (meters)     1060.53  (feet) ADJUSTED
 DM3415  ______________________________________________________________________
 DM3415  GEOID HEIGHT    -        -29.807 (meters)                     GEOID18
 DM3415  DYNAMIC HEIGHT  -        323.191 (meters)     1060.34  (feet) COMP
 DM3415  MODELED GRAVITY -    980,425.4   (mgal)                       NAVD 88
 DM3415
 DM3415  VERT ORDER      -  SECOND    CLASS I
 DM3415
 DM3415.The horizontal coordinates were determined by differentially corrected
 DM3415.hand held GPS observations or other comparable positioning techniques
 DM3415.and have an estimated accuracy of +/- 3 meters.
 DM3415
 DM3415.The orthometric height was determined by differential leveling and
 DM3415.adjusted by the NATIONAL GEODETIC SURVEY
 DM3415.in May 2019.
 DM3415
 DM3415.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM3415.GEOID18 height accuracy estimate available here.
 DM3415
 DM3415.Click photographs - Photos may exist for this station.
 DM3415
 DM3415.The dynamic height is computed by dividing the NAVD 88
 DM3415.geopotential number by the normal gravity value computed on the
 DM3415.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM3415.degrees latitude (g = 980.6199 gals.).
 DM3415
 DM3415.The modeled gravity was interpolated from observed gravity values.
 DM3415
 DM3415;                    North         East    Units  Estimated Accuracy
 DM3415;SPC MN S     -   244,937.9     900,693.7     MT  (+/- 3 meters HH1 GPS) 
 DM3415
 DM3415_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWK2089204943(NAD 83)
 DM3415
 DM3415                          SUPERSEDED SURVEY CONTROL
 DM3415
 DM3415  NAVD 88 (10/19/10)  323.256  (m)         1060.55   (f) SUPERSEDED  2 1
 DM3415
 DM3415.Superseded values are not recommended for survey control.
 DM3415
 DM3415.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DM3415.See file dsdata.pdf to determine how the superseded data were derived.
 DM3415
 DM3415_MARKER: DB = BENCH MARK DISK
 DM3415_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DM3415_STAMPING: 2511 B 2005
 DM3415_MARK LOGO: MNDT
 DM3415_PROJECTION: FLUSH
 DM3415_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DM3415_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DM3415+STABILITY: SURFACE MOTION
 DM3415_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DM3415+SATELLITE: SATELLITE OBSERVATIONS - September 07, 2023
 DM3415
 DM3415  HISTORY     - Date     Condition        Report By
 DM3415  HISTORY     - 2005     MONUMENTED       MNDT
 DM3415  HISTORY     - 20161110 GOOD             MNDT
 DM3415  HISTORY     - 20230907 GOOD             MNDT
 DM3415
 DM3415                          STATION DESCRIPTION
 DM3415
 DM3415'DESCRIBED BY MN DEPT OF TRANSP 2005
 DM3415'3.0 MILES WEST OF ZUMBROTA, 2.75 MILES WEST ALONG TRUNK HIGHWAY 60
 DM3415'FROM JUNCTION OF TRUNK HIGHWAY 60 AND TRUNK HIGHWAY 52 IN ZUMBROTA, AT
 DM3415'TRUNK HIGHWAY 60 MILEPOINT 176.7.
 DM3415'
 DM3415'IT IS 99.0 FEET NORTH OF TRUNK HIGHWAY 60, 38.0 FEET EAST OF DRIVEWAY
 DM3415'NUMBER 3828134/282823, 0.5 FOOT NORTH OF WITNESS POST.
 DM3415
 DM3415                          STATION RECOVERY (2016)
 DM3415
 DM3415'RECOVERY NOTE BY MN DEPT OF TRANSP 2016 (MPP)
 DM3415'RECOVERED AS DESCRIBED.
 DM3415
 DM3415                          STATION RECOVERY (2023)
 DM3415
 DM3415'RECOVERY NOTE BY MN DEPT OF TRANSP 2023 (MJS)
 DM3415'3.0 MI (4.8 KM) WEST OF ZUMBROTA, 2.75 MI (4.42 KM) WEST ALONG TRUNK
 DM3415'HIGHWAY 60 FROM THE JUNCTION OF TRUNK HIGHWAY 60 AND TRUNK HIGHWAY 52
 DM3415'IN ZUMBROTA, AT TRUNK HIGHWAY 60 MILE POINT 176.7, 99.0 FT (30.2 M)
 DM3415'NORTH OF TRUNK HIGHWAY 60, 38.0 FT (11.6 M) EAST OF DRIVEWAY NUMBER
 DM3415'3828134/282823, 0.5 FT (15 CM) SOUTH OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DQ7214 ***********************************************************************
 DQ7214  DESIGNATION -  2511 BF
 DQ7214  PID         -  DQ7214
 DQ7214  STATE/COUNTY-  MN/GOODHUE
 DQ7214  COUNTRY     -  US
 DQ7214  USGS QUAD   -  KENYON (2019)
 DQ7214
 DQ7214                         *CURRENT SURVEY CONTROL
 DQ7214  ______________________________________________________________________
 DQ7214* NAD 83(1986) POSITION- 44 16 24.78   (N) 092 59 06.77   (W)   HD_HELD1
 DQ7214* NAVD 88 ORTHO HEIGHT -   349.323 (meters)     1146.07  (feet) ADJUSTED
 DQ7214  ______________________________________________________________________
 DQ7214  GEOID HEIGHT    -        -28.936 (meters)                     GEOID18
 DQ7214  DYNAMIC HEIGHT  -        349.269 (meters)     1145.89  (feet) COMP
 DQ7214  MODELED GRAVITY -    980,454.2   (mgal)                       NAVD 88
 DQ7214
 DQ7214  VERT ORDER      -  SECOND    CLASS I
 DQ7214
 DQ7214.The horizontal coordinates were determined by differentially corrected
 DQ7214.hand held GPS observations or other comparable positioning techniques
 DQ7214.and have an estimated accuracy of +/- 3 meters.
 DQ7214
 DQ7214.The orthometric height was determined by differential leveling and
 DQ7214.adjusted by the NATIONAL GEODETIC SURVEY
 DQ7214.in May 2019.
 DQ7214
 DQ7214.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ7214.GEOID18 height accuracy estimate available here.
 DQ7214
 DQ7214.Click photographs - Photos may exist for this station.
 DQ7214
 DQ7214.The dynamic height is computed by dividing the NAVD 88
 DQ7214.geopotential number by the normal gravity value computed on the
 DQ7214.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ7214.degrees latitude (g = 980.6199 gals.).
 DQ7214
 DQ7214.The modeled gravity was interpolated from observed gravity values.
 DQ7214
 DQ7214;                    North         East    Units  Estimated Accuracy
 DQ7214;SPC MN S     -   242,008.6     881,009.5     MT  (+/- 3 meters HH1 GPS) 
 DQ7214
 DQ7214_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWK0118002256(NAD 83)
 DQ7214
 DQ7214                          SUPERSEDED SURVEY CONTROL
 DQ7214
 DQ7214.No superseded survey control is available for this station.
 DQ7214
 DQ7214_MARKER: F = FLANGE-ENCASED ROD
 DQ7214_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DQ7214_STAMPING: 2511 BF 2016
 DQ7214_MARK LOGO: MNDT
 DQ7214_PROJECTION: RECESSED 5 CENTIMETERS
 DQ7214_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DQ7214_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ7214_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ7214+SATELLITE: SATELLITE OBSERVATIONS - August 18, 2023
 DQ7214_ROD/PIPE-DEPTH: 3.7 meters
 DQ7214
 DQ7214  HISTORY     - Date     Condition        Report By
 DQ7214  HISTORY     - 20161019 MONUMENTED       MNDT
 DQ7214  HISTORY     - 20230818 GOOD             MNDT
 DQ7214
 DQ7214                          STATION DESCRIPTION
 DQ7214
 DQ7214'DESCRIBED BY MN DEPT OF TRANSP 2016
 DQ7214'THE STATION IS LOCATED ABOUT 6.5 MI (10.5 KM) NORTHEAST OF MOLAND, 6.2
 DQ7214'MI (10.0 KM) SOUTHEAST OF NERSTRAND AND IN THE TOWN OF KENYON, MN.
 DQ7214'
 DQ7214'TO REACH THE MARK GO 0.1 MI (0.2 KM) NORTH ALONG TRUNK HIGHWAY 56 FROM
 DQ7214'THE JUNCTION OF TRUNK HIGHWAY 56 AND TRUNK HIGHWAY 60 WEST IN KENYON,
 DQ7214'AT TRUNK HIGHWAY 56 MILE POINT 75.05.
 DQ7214'
 DQ7214'THE MARK IS LOCATED 23.0 FT (7.0 M) EAST OF TRUNK HIGHWAY 56, 115.5 FT
 DQ7214'(35.2 M) SOUTH OF PINE STREET, 1.5 FT (0.5 M) SOUTH OF A WITNESS POST.
 DQ7214'NOTE-THE STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM ROD
 DQ7214'DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION REMOVABLE DISK
 DQ7214'SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH PVC
 DQ7214'PIPE BACK FILLED WITH WASHED SAND.
 DQ7214
 DQ7214                          STATION RECOVERY (2023)
 DQ7214
 DQ7214'RECOVERY NOTE BY MN DEPT OF TRANSP 2023 (MJS)
 DQ7214'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DQ7210 ***********************************************************************
 DQ7210  DESIGNATION -  2511 BG
 DQ7210  PID         -  DQ7210
 DQ7210  STATE/COUNTY-  MN/GOODHUE
 DQ7210  COUNTRY     -  US
 DQ7210  USGS QUAD   -  NERSTRAND (2019)
 DQ7210
 DQ7210                         *CURRENT SURVEY CONTROL
 DQ7210  ______________________________________________________________________
 DQ7210* NAD 83(1986) POSITION- 44 16 15.53   (N) 093 01 05.04   (W)   HD_HELD1
 DQ7210* NAVD 88 ORTHO HEIGHT -   364.320 (meters)     1195.27  (feet) ADJUSTED
 DQ7210  ______________________________________________________________________
 DQ7210  GEOID HEIGHT    -        -28.819 (meters)                     GEOID18
 DQ7210  DYNAMIC HEIGHT  -        364.264 (meters)     1195.09  (feet) COMP
 DQ7210  MODELED GRAVITY -    980,455.1   (mgal)                       NAVD 88
 DQ7210
 DQ7210  VERT ORDER      -  SECOND    CLASS I
 DQ7210
 DQ7210.The horizontal coordinates were determined by differentially corrected
 DQ7210.hand held GPS observations or other comparable positioning techniques
 DQ7210.and have an estimated accuracy of +/- 3 meters.
 DQ7210
 DQ7210.The orthometric height was determined by differential leveling and
 DQ7210.adjusted by the NATIONAL GEODETIC SURVEY
 DQ7210.in May 2019.
 DQ7210
 DQ7210.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ7210.GEOID18 height accuracy estimate available here.
 DQ7210
 DQ7210.Click photographs - Photos may exist for this station.
 DQ7210
 DQ7210.The dynamic height is computed by dividing the NAVD 88
 DQ7210.geopotential number by the normal gravity value computed on the
 DQ7210.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ7210.degrees latitude (g = 980.6199 gals.).
 DQ7210
 DQ7210.The modeled gravity was interpolated from observed gravity values.
 DQ7210
 DQ7210;                    North         East    Units  Estimated Accuracy
 DQ7210;SPC MN S     -   241,691.1     878,390.4     MT  (+/- 3 meters HH1 GPS) 
 DQ7210
 DQ7210_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK9855801970(NAD 83)
 DQ7210
 DQ7210                          SUPERSEDED SURVEY CONTROL
 DQ7210
 DQ7210.No superseded survey control is available for this station.
 DQ7210
 DQ7210_MARKER: I = METAL ROD
 DQ7210_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DQ7210_STAMPING: 2511 BG 2016
 DQ7210_MARK LOGO: MNDT
 DQ7210_PROJECTION: RECESSED 5 CENTIMETERS
 DQ7210_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DQ7210_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ7210_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ7210+SATELLITE: SATELLITE OBSERVATIONS - August 18, 2023
 DQ7210_ROD/PIPE-DEPTH: 5.2 meters
 DQ7210
 DQ7210  HISTORY     - Date     Condition        Report By
 DQ7210  HISTORY     - 20161116 MONUMENTED       MNDT
 DQ7210  HISTORY     - 20200423 GOOD             MNDT
 DQ7210  HISTORY     - 20230818 GOOD             MNDT
 DQ7210
 DQ7210                          STATION DESCRIPTION
 DQ7210
 DQ7210'DESCRIBED BY MN DEPT OF TRANSP 2016
 DQ7210'THE MARK IS LOCATED ABOUT 1.5 MI (2.4 KM) WEST OF KENYON.
 DQ7210'
 DQ7210'TO REACH THE MARK GO 1.65 MI (2.65 KM) WEST ALONG TRUNK HIGHWAY 60
 DQ7210'FROM TRUNK HIGHWAY 60 AND TRUNK HIGHWAY 56 NORTH IN KENYON, AT TRUNK
 DQ7210'HIGHWAY 60 MILE POINT 162.0, 0.1 MI (0.2 KM) EAST OF COUNTY ROAD 59
 DQ7210'(10TH AVENUE).
 DQ7210'
 DQ7210'THE MARK IS LOCATED 72.2 FT (22.0 M) SOUTH OF TRUNK HIGHWAY 60, 44.0
 DQ7210'FT (13.4 M) SOUTH OF MILEPOST 162, 1.5 FT (0.5 M) NORTH OF A WITNESS
 DQ7210'POST.
 DQ7210'
 DQ7210'NOTE-THE STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM ROD
 DQ7210'DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION REMOVABLE DISK
 DQ7210'SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH PVC
 DQ7210'PIPE BACK FILLED WITH WASHED SAND.
 DQ7210
 DQ7210                          STATION RECOVERY (2020)
 DQ7210
 DQ7210'RECOVERY NOTE BY MN DEPT OF TRANSP 2020 (TJD)
 DQ7210'RECOVERED IN GOOD CONDITION.
 DQ7210
 DQ7210                          STATION RECOVERY (2023)
 DQ7210
 DQ7210'RECOVERY NOTE BY MN DEPT OF TRANSP 2023 (MJS)
 DQ7210'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DQ7212 ***********************************************************************
 DQ7212  DESIGNATION -  2511 BH
 DQ7212  PID         -  DQ7212
 DQ7212  STATE/COUNTY-  MN/GOODHUE
 DQ7212  COUNTRY     -  US
 DQ7212  USGS QUAD   -  NERSTRAND (2019)
 DQ7212
 DQ7212                         *CURRENT SURVEY CONTROL
 DQ7212  ______________________________________________________________________
 DQ7212* NAD 83(1986) POSITION- 44 16 23.49   (N) 093 00 01.15   (W)   HD_HELD1
 DQ7212* NAVD 88 ORTHO HEIGHT -   331.188 (meters)     1086.57  (feet) ADJUSTED
 DQ7212  ______________________________________________________________________
 DQ7212  GEOID HEIGHT    -        -28.883 (meters)                     GEOID18
 DQ7212  DYNAMIC HEIGHT  -        331.137 (meters)     1086.41  (feet) COMP
 DQ7212  MODELED GRAVITY -    980,452.3   (mgal)                       NAVD 88
 DQ7212
 DQ7212  VERT ORDER      -  SECOND    CLASS I
 DQ7212
 DQ7212.The horizontal coordinates were determined by differentially corrected
 DQ7212.hand held GPS observations or other comparable positioning techniques
 DQ7212.and have an estimated accuracy of +/- 3 meters.
 DQ7212
 DQ7212.The orthometric height was determined by differential leveling and
 DQ7212.adjusted by the NATIONAL GEODETIC SURVEY
 DQ7212.in May 2019.
 DQ7212
 DQ7212.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ7212.GEOID18 height accuracy estimate available here.
 DQ7212
 DQ7212.Click photographs - Photos may exist for this station.
 DQ7212
 DQ7212.The dynamic height is computed by dividing the NAVD 88
 DQ7212.geopotential number by the normal gravity value computed on the
 DQ7212.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ7212.degrees latitude (g = 980.6199 gals.).
 DQ7212
 DQ7212.The modeled gravity was interpolated from observed gravity values.
 DQ7212
 DQ7212;                    North         East    Units  Estimated Accuracy
 DQ7212;SPC MN S     -   241,954.0     879,804.2     MT  (+/- 3 meters HH1 GPS) 
 DQ7212
 DQ7212_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK9997402216(NAD 83)
 DQ7212
 DQ7212                          SUPERSEDED SURVEY CONTROL
 DQ7212
 DQ7212.No superseded survey control is available for this station.
 DQ7212
 DQ7212_MARKER: F = FLANGE-ENCASED ROD
 DQ7212_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DQ7212_STAMPING: 2511 BH 2016
 DQ7212_MARK LOGO: MNDT
 DQ7212_PROJECTION: RECESSED 5 CENTIMETERS
 DQ7212_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DQ7212_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ7212_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ7212+SATELLITE: SATELLITE OBSERVATIONS - August 18, 2023
 DQ7212_ROD/PIPE-DEPTH: 4.6 meters
 DQ7212
 DQ7212  HISTORY     - Date     Condition        Report By
 DQ7212  HISTORY     - 20161001 MONUMENTED       MNDT
 DQ7212  HISTORY     - 20230818 GOOD             MNDT
 DQ7212
 DQ7212                          STATION DESCRIPTION
 DQ7212
 DQ7212'DESCRIBED BY MN DEPT OF TRANSP 2016
 DQ7212'THE STATION IS LOCATED ABOUT 6.1 MI (9.8 KM) NORTH-NORTHEAST OF
 DQ7212'MOLAND, 5.8 MI (9.3 KM) SOUTHEAST OF NERSTRAND AND 0.7 MI (1.1 KM)
 DQ7212'WEST OF KENYON.
 DQ7212'
 DQ7212'TO REACH THE MARK GO 0.75 MI (1.21 KM) WEST ALONG TRUNK HIGHWAY 60
 DQ7212'FROM THE JUNCTION OF TRUNK HIGHWAY 60 AND TRUNK HIGHWAY 56 NORTH IN
 DQ7212'KENYON, AT TRUNK HIGHWAY 60 MILE POINT 162.85.
 DQ7212'
 DQ7212'THE MARK IS LOCATED 185.0 FT (56.4 M) NORTH OF TRUNK HIGHWAY 60, 21.3
 DQ7212'FT (6.5 M) EAST OF 20TH AVENUE, 1.5 FT (0.5 M) WEST OF A WITNESS POST.
 DQ7212'NOTE-THE STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM ROD
 DQ7212'DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION REMOVABLE DISK
 DQ7212'SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH PVC
 DQ7212'PIPE BACK FILLED WITH WASHED SAND.
 DQ7212
 DQ7212                          STATION RECOVERY (2023)
 DQ7212
 DQ7212'RECOVERY NOTE BY MN DEPT OF TRANSP 2023 (MJS)
 DQ7212'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DQ7450 ***********************************************************************
 DQ7450  DESIGNATION -  2511 BJ
 DQ7450  PID         -  DQ7450
 DQ7450  STATE/COUNTY-  MN/GOODHUE
 DQ7450  COUNTRY     -  US
 DQ7450  USGS QUAD   -  KENYON (2019)
 DQ7450
 DQ7450                         *CURRENT SURVEY CONTROL
 DQ7450  ______________________________________________________________________
 DQ7450* NAD 83(1986) POSITION- 44 16 55.85   (N) 092 55 11.32   (W)   HD_HELD1
 DQ7450* NAVD 88 ORTHO HEIGHT -   356.685 (meters)     1170.22  (feet) ADJUSTED
 DQ7450  ______________________________________________________________________
 DQ7450  GEOID HEIGHT    -        -29.173 (meters)                     GEOID18
 DQ7450  DYNAMIC HEIGHT  -        356.627 (meters)     1170.03  (feet) COMP
 DQ7450  MODELED GRAVITY -    980,445.9   (mgal)                       NAVD 88
 DQ7450
 DQ7450  VERT ORDER      -  SECOND    CLASS I
 DQ7450
 DQ7450.The horizontal coordinates were determined by differentially corrected
 DQ7450.hand held GPS observations or other comparable positioning techniques
 DQ7450.and have an estimated accuracy of +/- 3 meters.
 DQ7450
 DQ7450.The orthometric height was determined by differential leveling and
 DQ7450.adjusted by the NATIONAL GEODETIC SURVEY
 DQ7450.in May 2019.
 DQ7450
 DQ7450.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ7450.GEOID18 height accuracy estimate available here.
 DQ7450
 DQ7450.Click photographs - Photos may exist for this station.
 DQ7450
 DQ7450.The dynamic height is computed by dividing the NAVD 88
 DQ7450.geopotential number by the normal gravity value computed on the
 DQ7450.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ7450.degrees latitude (g = 980.6199 gals.).
 DQ7450
 DQ7450.The modeled gravity was interpolated from observed gravity values.
 DQ7450
 DQ7450;                    North         East    Units  Estimated Accuracy
 DQ7450;SPC MN S     -   243,034.4     886,217.6     MT  (+/- 3 meters HH1 GPS) 
 DQ7450
 DQ7450_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWK0639803217(NAD 83)
 DQ7450
 DQ7450                          SUPERSEDED SURVEY CONTROL
 DQ7450
 DQ7450.No superseded survey control is available for this station.
 DQ7450
 DQ7450_MARKER: I = METAL ROD
 DQ7450_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DQ7450_STAMPING: 2511 BJ 2016
 DQ7450_MARK LOGO: MNDT
 DQ7450_PROJECTION: RECESSED 5 CENTIMETERS
 DQ7450_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DQ7450_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ7450_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ7450+SATELLITE: SATELLITE OBSERVATIONS - August 21, 2023
 DQ7450_ROD/PIPE-DEPTH: 8.5 meters
 DQ7450
 DQ7450  HISTORY     - Date     Condition        Report By
 DQ7450  HISTORY     - 20161129 MONUMENTED       MNDT
 DQ7450  HISTORY     - 20200423 GOOD             MNDT
 DQ7450  HISTORY     - 20230821 GOOD             MNDT
 DQ7450
 DQ7450                          STATION DESCRIPTION
 DQ7450
 DQ7450'DESCRIBED BY MN DEPT OF TRANSP 2016
 DQ7450'THE MARK IS LOCATED ABOUT 3.0 MI (4.8 KM) EAST OF KENYON.
 DQ7450'
 DQ7450'TO REACH THE MARK GO 3.10 MI (4.99 KM) EAST ALONG TRUNK HIGHWAY 60
 DQ7450'FROM THE JUNCTION OF TRUNK HIGHWAY 60 AND TRUNK HIGHWAY 56 NORTH IN
 DQ7450'KENYON, AT TRUNK HIGHWAY 60 MILE POINT 167.20.
 DQ7450'
 DQ7450'THE MARK IS LOCATED 114.0 FT (34.7 M) NORTHWEST OF TRUNK HIGHWAY 60,
 DQ7450'28.0 FT (8.5 M) WEST OF 60TH AVENUE, 14.0 FT (4.3 M) SOUTH OF A FIELD
 DQ7450'ENTRANCE, 5.0 FT (1.5 M) NORTH OF A WITNESS POST.
 DQ7450'
 DQ7450'NOTE-THE STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM ROD
 DQ7450'DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION REMOVABLE DISK
 DQ7450'SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH PVC
 DQ7450'PIPE BACK FILLED WITH WASHED SAND.
 DQ7450
 DQ7450                          STATION RECOVERY (2020)
 DQ7450
 DQ7450'RECOVERY NOTE BY MN DEPT OF TRANSP 2020 (TJD)
 DQ7450'3.0 MI (4.8 KM) EAST OF KENYON, 3.10 MI (4.99 KM) EAST ALONG TRUNK
 DQ7450'HIGHWAY 60 FROM THE JUNCTION OF TRUNK HIGHWAY 60 AND TRUNK HIGHWAY 56
 DQ7450'NORTH IN KENYON, AT TRUNK HIGHWAY 60 MILE POINT 167.20, 114.0 FT (34.7
 DQ7450'M) NORTHWEST OF TRUNK HIGHWAY 60, 28.0 FT (8.5 M) WEST OF 60TH AVENUE,
 DQ7450'14.0 FT (4.3 M) SOUTH OF A FIELD ENTRANCE, 15.4 FT (4.7 M) NORTH OF A
 DQ7450'WITNESS POST.
 DQ7450
 DQ7450                          STATION RECOVERY (2023)
 DQ7450
 DQ7450'RECOVERY NOTE BY MN DEPT OF TRANSP 2023 (MJS)
 DQ7450'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DQ7451 ***********************************************************************
 DQ7451  DESIGNATION -  2511 BK
 DQ7451  PID         -  DQ7451
 DQ7451  STATE/COUNTY-  MN/GOODHUE
 DQ7451  COUNTRY     -  US
 DQ7451  USGS QUAD   -  KENYON (2019)
 DQ7451
 DQ7451                         *CURRENT SURVEY CONTROL
 DQ7451  ______________________________________________________________________
 DQ7451* NAD 83(1986) POSITION- 44 17 01.28   (N) 092 53 57.34   (W)   HD_HELD1
 DQ7451* NAVD 88 ORTHO HEIGHT -   360.820 (meters)     1183.79  (feet) ADJUSTED
 DQ7451  ______________________________________________________________________
 DQ7451  GEOID HEIGHT    -        -29.248 (meters)                     GEOID18
 DQ7451  DYNAMIC HEIGHT  -        360.760 (meters)     1183.59  (feet) COMP
 DQ7451  MODELED GRAVITY -    980,443.4   (mgal)                       NAVD 88
 DQ7451
 DQ7451  VERT ORDER      -  SECOND    CLASS I
 DQ7451
 DQ7451.The horizontal coordinates were determined by differentially corrected
 DQ7451.hand held GPS observations or other comparable positioning techniques
 DQ7451.and have an estimated accuracy of +/- 3 meters.
 DQ7451
 DQ7451.The orthometric height was determined by differential leveling and
 DQ7451.adjusted by the NATIONAL GEODETIC SURVEY
 DQ7451.in May 2019.
 DQ7451
 DQ7451.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ7451.GEOID18 height accuracy estimate available here.
 DQ7451
 DQ7451.Click photographs - Photos may exist for this station.
 DQ7451
 DQ7451.The dynamic height is computed by dividing the NAVD 88
 DQ7451.geopotential number by the normal gravity value computed on the
 DQ7451.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ7451.degrees latitude (g = 980.6199 gals.).
 DQ7451
 DQ7451.The modeled gravity was interpolated from observed gravity values.
 DQ7451
 DQ7451;                    North         East    Units  Estimated Accuracy
 DQ7451;SPC MN S     -   243,223.8     887,855.4     MT  (+/- 3 meters HH1 GPS) 
 DQ7451
 DQ7451_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWK0803803387(NAD 83)
 DQ7451
 DQ7451                          SUPERSEDED SURVEY CONTROL
 DQ7451
 DQ7451.No superseded survey control is available for this station.
 DQ7451
 DQ7451_MARKER: F = FLANGE-ENCASED ROD
 DQ7451_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DQ7451_STAMPING: 2511 BK 20166
 DQ7451_MARK LOGO: MNDT
 DQ7451_PROJECTION: RECESSED 5 CENTIMETERS
 DQ7451_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DQ7451_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ7451_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ7451+SATELLITE: SATELLITE OBSERVATIONS - August 31, 2023
 DQ7451_ROD/PIPE-DEPTH: 8.8 meters
 DQ7451
 DQ7451  HISTORY     - Date     Condition        Report By
 DQ7451  HISTORY     - 20161102 MONUMENTED       MNDT
 DQ7451  HISTORY     - 20230831 GOOD             MNDT
 DQ7451
 DQ7451                          STATION DESCRIPTION
 DQ7451
 DQ7451'DESCRIBED BY MN DEPT OF TRANSP 2016
 DQ7451'THE MARK IS LOCATED ABOUT 4.0 MI (6.4 KM) EAST OF KENYON.
 DQ7451'
 DQ7451'TO REACH THE MARK GO 4.2 MI (6.8 KM) EAST ALONG TRUNK HIGHWAY 60 FROM
 DQ7451'THE JUNCTION OF TRUNK HIGHWAY 60 AND TRUNK HIGHWAY 56 NORTH IN KENYON,
 DQ7451'AT TRUNK HIGHWAY 60 MILE POINT 168.30.  0.35 MI (0.56 KM) WEST OF 70TH
 DQ7451'AVENUE.
 DQ7451'
 DQ7451'THE MARK IS LOCATED 49.8 FT (15.2 M) SOUTH OF TRUNK HIGHWAY 60, 15.0
 DQ7451'FT (4.6 M) EAST-NORTHEAST OF CABLE PEDESTAL, 1.5 FT (0.5 M) EAST OF A
 DQ7451'WITNESS POST.
 DQ7451'
 DQ7451'NOTE-THE STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM ROD
 DQ7451'DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION REMOVABLE DISK
 DQ7451'SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH PVC
 DQ7451'PIPE BACK FILLED WITH WASHED SAND.
 DQ7451
 DQ7451                          STATION RECOVERY (2023)
 DQ7451
 DQ7451'RECOVERY NOTE BY MN DEPT OF TRANSP 2023 (MJS)
 DQ7451'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DQ7452 ***********************************************************************
 DQ7452  DESIGNATION -  2511 BL
 DQ7452  PID         -  DQ7452
 DQ7452  STATE/COUNTY-  MN/GOODHUE
 DQ7452  COUNTRY     -  US
 DQ7452  USGS QUAD   -  KENYON (2019)
 DQ7452
 DQ7452                         *CURRENT SURVEY CONTROL
 DQ7452  ______________________________________________________________________
 DQ7452* NAD 83(1986) POSITION- 44 17 01.07   (N) 092 53 10.52   (W)   HD_HELD1
 DQ7452* NAVD 88 ORTHO HEIGHT -   355.673 (meters)     1166.90  (feet) ADJUSTED
 DQ7452  ______________________________________________________________________
 DQ7452  GEOID HEIGHT    -        -29.295 (meters)                     GEOID18
 DQ7452  DYNAMIC HEIGHT  -        355.614 (meters)     1166.71  (feet) COMP
 DQ7452  MODELED GRAVITY -    980,441.8   (mgal)                       NAVD 88
 DQ7452
 DQ7452  VERT ORDER      -  SECOND    CLASS I
 DQ7452
 DQ7452.The horizontal coordinates were determined by differentially corrected
 DQ7452.hand held GPS observations or other comparable positioning techniques
 DQ7452.and have an estimated accuracy of +/- 3 meters.
 DQ7452
 DQ7452.The orthometric height was determined by differential leveling and
 DQ7452.adjusted by the NATIONAL GEODETIC SURVEY
 DQ7452.in May 2019.
 DQ7452
 DQ7452.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ7452.GEOID18 height accuracy estimate available here.
 DQ7452
 DQ7452.Click photographs - Photos may exist for this station.
 DQ7452
 DQ7452.The dynamic height is computed by dividing the NAVD 88
 DQ7452.geopotential number by the normal gravity value computed on the
 DQ7452.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ7452.degrees latitude (g = 980.6199 gals.).
 DQ7452
 DQ7452.The modeled gravity was interpolated from observed gravity values.
 DQ7452
 DQ7452;                    North         East    Units  Estimated Accuracy
 DQ7452;SPC MN S     -   243,231.4     888,893.5     MT  (+/- 3 meters HH1 GPS) 
 DQ7452
 DQ7452_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWK0907503382(NAD 83)
 DQ7452
 DQ7452                          SUPERSEDED SURVEY CONTROL
 DQ7452
 DQ7452.No superseded survey control is available for this station.
 DQ7452
 DQ7452_MARKER: F = FLANGE-ENCASED ROD
 DQ7452_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DQ7452_STAMPING: 2511 BL 2016
 DQ7452_MARK LOGO: MNDT
 DQ7452_PROJECTION: RECESSED 5 CENTIMETERS
 DQ7452_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DQ7452_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ7452_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ7452+SATELLITE: SATELLITE OBSERVATIONS - August 31, 2023
 DQ7452_ROD/PIPE-DEPTH: 5.8 meters
 DQ7452
 DQ7452  HISTORY     - Date     Condition        Report By
 DQ7452  HISTORY     - 20161102 MONUMENTED       MNDT
 DQ7452  HISTORY     - 20230831 GOOD             MNDT
 DQ7452
 DQ7452                          STATION DESCRIPTION
 DQ7452
 DQ7452'DESCRIBED BY MN DEPT OF TRANSP 2016
 DQ7452'THE MARK IS LOCATED ABOUT 5.0 MI (8.0 KM) EAST OF KENYON.
 DQ7452'
 DQ7452'TO REACH THE MARK GO 4.85 MI (7.80 KM) EAST ALONG TRUNK HIGHWAY 60
 DQ7452'FROM THE JUNCTION OF TRUNK HIGHWAY 60 AND TRUNK HIGHWAY 56 NORTH IN
 DQ7452'KENYON, AT TRUNK HIGHWAY 60 MILE POINT 168.90, 0.25 MI (0.40 KM) EAST
 DQ7452'OF 70TH AVENUE.
 DQ7452'
 DQ7452'THE MARK IS LOCATED 48.5 FT (14.8 M) SOUTH OF TRUNK HIGHWAY 60, 12.0
 DQ7452'FT (3.7 M) WEST OF A FIELD ENTRANCE, 5.0 FT (1.5 M) EAST OF A WITNESS
 DQ7452'POST.
 DQ7452'
 DQ7452'NOTE-THE STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM ROD
 DQ7452'DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION REMOVABLE DISK
 DQ7452'SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH PVC
 DQ7452'PIPE BACK FILLED WITH WASHED SAND.
 DQ7452
 DQ7452                          STATION RECOVERY (2023)
 DQ7452
 DQ7452'RECOVERY NOTE BY MN DEPT OF TRANSP 2023 (MJS)
 DQ7452'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DQ7454 ***********************************************************************
 DQ7454  DESIGNATION -  2511 BM
 DQ7454  PID         -  DQ7454
 DQ7454  STATE/COUNTY-  MN/GOODHUE
 DQ7454  COUNTRY     -  US
 DQ7454  USGS QUAD   -  WANAMINGO (2019)
 DQ7454
 DQ7454                         *CURRENT SURVEY CONTROL
 DQ7454  ______________________________________________________________________
 DQ7454* NAD 83(1986) POSITION- 44 17 16.26   (N) 092 51 04.02   (W)   HD_HELD1
 DQ7454* NAVD 88 ORTHO HEIGHT -   352.018 (meters)     1154.91  (feet) ADJUSTED
 DQ7454  ______________________________________________________________________
 DQ7454  GEOID HEIGHT    -        -29.425 (meters)                     GEOID18
 DQ7454  DYNAMIC HEIGHT  -        351.958 (meters)     1154.72  (feet) COMP
 DQ7454  MODELED GRAVITY -    980,438.5   (mgal)                       NAVD 88
 DQ7454
 DQ7454  VERT ORDER      -  SECOND    CLASS I
 DQ7454
 DQ7454.The horizontal coordinates were determined by differentially corrected
 DQ7454.hand held GPS observations or other comparable positioning techniques
 DQ7454.and have an estimated accuracy of +/- 3 meters.
 DQ7454
 DQ7454.The orthometric height was determined by differential leveling and
 DQ7454.adjusted by the NATIONAL GEODETIC SURVEY
 DQ7454.in May 2019.
 DQ7454
 DQ7454.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ7454.GEOID18 height accuracy estimate available here.
 DQ7454
 DQ7454.Click photographs - Photos may exist for this station.
 DQ7454
 DQ7454.The dynamic height is computed by dividing the NAVD 88
 DQ7454.geopotential number by the normal gravity value computed on the
 DQ7454.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ7454.degrees latitude (g = 980.6199 gals.).
 DQ7454
 DQ7454.The modeled gravity was interpolated from observed gravity values.
 DQ7454
 DQ7454;                    North         East    Units  Estimated Accuracy
 DQ7454;SPC MN S     -   243,739.0     891,691.4     MT  (+/- 3 meters HH1 GPS) 
 DQ7454
 DQ7454_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWK1187803855(NAD 83)
 DQ7454
 DQ7454                          SUPERSEDED SURVEY CONTROL
 DQ7454
 DQ7454.No superseded survey control is available for this station.
 DQ7454
 DQ7454_MARKER: I = METAL ROD
 DQ7454_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DQ7454_STAMPING: 2511 BM 2016
 DQ7454_MARK LOGO: MNDT
 DQ7454_PROJECTION: RECESSED 3 CENTIMETERS
 DQ7454_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DQ7454_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ7454_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ7454+SATELLITE: SATELLITE OBSERVATIONS - August 31, 2023
 DQ7454_ROD/PIPE-DEPTH: 4.6 meters
 DQ7454
 DQ7454  HISTORY     - Date     Condition        Report By
 DQ7454  HISTORY     - 20161102 MONUMENTED       MNDT
 DQ7454  HISTORY     - 20200423 GOOD             MNDT
 DQ7454  HISTORY     - 20230831 GOOD             MNDT
 DQ7454
 DQ7454                          STATION DESCRIPTION
 DQ7454
 DQ7454'DESCRIBED BY MN DEPT OF TRANSP 2016
 DQ7454'THE MARK IS LOCATED ABOUT 3.0 MI (4.8 KM) WEST OF WANAMINGO.
 DQ7454'
 DQ7454'TO REACH THE MARK GO 3.25 MI (5.23 KM) WEST ALONG TRUNK HIGHWAY 60
 DQ7454'FROM THE JUNCTION OF TRUNK HIGHWAY 60 AND TRUNK HIGHWAY 57 IN
 DQ7454'WANAMINGO, AT TRUNK HIGHWAY 60 MILE POINT 170.75.
 DQ7454'
 DQ7454'THE MARK IS LOCATED 45.5 FT (13.9 M) NORTHWEST OF TRUNK HIGHWAY 60,
 DQ7454'35.0 FT (10.7 M) EAST OF 90TH AVENUE WAY, 1.5 FT (0.5 M) SOUTHEAST OF
 DQ7454'A WITNESS POST.
 DQ7454'
 DQ7454'NOTE-THE STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM ROD
 DQ7454'DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION REMOVABLE DISK
 DQ7454'SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH PVC
 DQ7454'PIPE BACK FILLED WITH WASHED SAND.
 DQ7454
 DQ7454                          STATION RECOVERY (2020)
 DQ7454
 DQ7454'RECOVERY NOTE BY MN DEPT OF TRANSP 2020 (TJD)
 DQ7454'RECOVERED IN GOOD CONDITION.
 DQ7454
 DQ7454                          STATION RECOVERY (2023)
 DQ7454
 DQ7454'RECOVERY NOTE BY MN DEPT OF TRANSP 2023 (MJS)
 DQ7454'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DQ7490 ***********************************************************************
 DQ7490  DESIGNATION -  2511 BP
 DQ7490  PID         -  DQ7490
 DQ7490  STATE/COUNTY-  MN/GOODHUE
 DQ7490  COUNTRY     -  US
 DQ7490  USGS QUAD   -  ZUMBROTA (2019)
 DQ7490
 DQ7490                         *CURRENT SURVEY CONTROL
 DQ7490  ______________________________________________________________________
 DQ7490* NAD 83(1986) POSITION- 44 17 36.93   (N) 092 42 55.58   (W)   HD_HELD1
 DQ7490* NAVD 88 ORTHO HEIGHT -   350.865 (meters)     1151.13  (feet) ADJUSTED
 DQ7490  ______________________________________________________________________
 DQ7490  GEOID HEIGHT    -        -29.863 (meters)                     GEOID18
 DQ7490  DYNAMIC HEIGHT  -        350.800 (meters)     1150.92  (feet) COMP
 DQ7490  MODELED GRAVITY -    980,424.6   (mgal)                       NAVD 88
 DQ7490
 DQ7490  VERT ORDER      -  SECOND    CLASS I
 DQ7490
 DQ7490.The horizontal coordinates were determined by differentially corrected
 DQ7490.hand held GPS observations or other comparable positioning techniques
 DQ7490.and have an estimated accuracy of +/- 3 meters.
 DQ7490
 DQ7490.The orthometric height was determined by differential leveling and
 DQ7490.adjusted by the NATIONAL GEODETIC SURVEY
 DQ7490.in May 2019.
 DQ7490
 DQ7490.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ7490.GEOID18 height accuracy estimate available here.
 DQ7490
 DQ7490.Click photographs - Photos may exist for this station.
 DQ7490
 DQ7490.The dynamic height is computed by dividing the NAVD 88
 DQ7490.geopotential number by the normal gravity value computed on the
 DQ7490.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ7490.degrees latitude (g = 980.6199 gals.).
 DQ7490
 DQ7490.The modeled gravity was interpolated from observed gravity values.
 DQ7490
 DQ7490;                    North         East    Units  Estimated Accuracy
 DQ7490;SPC MN S     -   244,538.1     902,508.8     MT  (+/- 3 meters HH1 GPS) 
 DQ7490
 DQ7490_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWK2270104521(NAD 83)
 DQ7490
 DQ7490                          SUPERSEDED SURVEY CONTROL
 DQ7490
 DQ7490.No superseded survey control is available for this station.
 DQ7490
 DQ7490_MARKER: I = METAL ROD
 DQ7490_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DQ7490_STAMPING: 2511 BP 2016
 DQ7490_MARK LOGO: MNDT
 DQ7490_PROJECTION: RECESSED 5 CENTIMETERS
 DQ7490_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DQ7490_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ7490_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ7490+SATELLITE: SATELLITE OBSERVATIONS - September 07, 2023
 DQ7490_ROD/PIPE-DEPTH: 8.2 meters
 DQ7490
 DQ7490  HISTORY     - Date     Condition        Report By
 DQ7490  HISTORY     - 20161129 MONUMENTED       MNDT
 DQ7490  HISTORY     - 20200423 GOOD             MNDT
 DQ7490  HISTORY     - 20230907 GOOD             MNDT
 DQ7490
 DQ7490                          STATION DESCRIPTION
 DQ7490
 DQ7490'DESCRIBED BY MN DEPT OF TRANSP 2016
 DQ7490'THE MARK IS LOCATED ABOUT 4.0 MI (6.4 KM) EAST OF WANAMINGO.
 DQ7490'
 DQ7490'TO REACH THE MARK GO 3.8 MI (6.1 KM) EAST ALONG TRUNK HIGHWAY 60 FROM
 DQ7490'THE JUNCTION OF TRUNK HIGHWAY 60 AND TRUNK HIGHWAY 57 IN WANAMINGO, AT
 DQ7490'TRUNK HIGHWAY 60 MILE POINT 177.85, 0.45 MI (0.72 KM) WEST OF 162TH
 DQ7490'AVENUE.
 DQ7490'
 DQ7490'THE MARK IS LOCATED 44.0 FT (13.4 M) SOUTH OF TRUNK HIGHWAY 60, 1.5 FT
 DQ7490'(0.5 M) NORTH OF A WITNESS POST.
 DQ7490'
 DQ7490'NOTE-THE STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM ROD
 DQ7490'DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION REMOVABLE DISK
 DQ7490'SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH PVC
 DQ7490'PIPE BACK FILLED WITH WASHED SAND.
 DQ7490
 DQ7490                          STATION RECOVERY (2020)
 DQ7490
 DQ7490'RECOVERY NOTE BY MN DEPT OF TRANSP 2020 (TJD)
 DQ7490'RECOVERED IN GOOD CONDITION.
 DQ7490
 DQ7490                          STATION RECOVERY (2023)
 DQ7490
 DQ7490'RECOVERY NOTE BY MN DEPT OF TRANSP 2023 (MJS)
 DQ7490'4.0 MI (6.4 KM) EAST OF WANAMINGO, 3.8 MI (6.1 KM) EAST ALONG TRUNK
 DQ7490'HIGHWAY 60 FROM THE JUNCTION OF TRUNK HIGHWAY 60 AND TRUNK HIGHWAY 57
 DQ7490'IN WANAMINGO, AT TRUNK HIGHWAY 60 MILE POINT 177.85, 0.45 MI (0.72 KM)
 DQ7490'WEST OF 162ND AVENUE, 44.0 FT (13.4 M) SOUTH OF TRUNK HIGHWAY 60, 1.5
 DQ7490'FT (0.5 M) NORTH OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DK3525 ***********************************************************************
 DK3525  DESIGNATION -  2511 D
 DK3525  PID         -  DK3525
 DK3525  STATE/COUNTY-  MN/GOODHUE
 DK3525  COUNTRY     -  US
 DK3525  USGS QUAD   -  NERSTRAND (2019)
 DK3525
 DK3525                         *CURRENT SURVEY CONTROL
 DK3525  ______________________________________________________________________
 DK3525* NAD 83(2011) POSITION- 44 16 23.26460(N) 093 02 26.03944(W)   ADJUSTED
 DK3525* NAD 83(2011) ELLIP HT-   337.265 (meters)        (06/27/12)   ADJUSTED
 DK3525* NAD 83(2011) EPOCH   -  2010.00
 DK3525* NAVD 88 ORTHO HEIGHT -   366.011 (meters)     1200.82  (feet) ADJUSTED
 DK3525  ______________________________________________________________________
 DK3525  GEOID HEIGHT    -        -28.738 (meters)                     GEOID18
 DK3525  NAD 83(2011) X  -   -242,649.617 (meters)                     COMP
 DK3525  NAD 83(2011) Y  - -4,568,143.940 (meters)                     COMP
 DK3525  NAD 83(2011) Z  -  4,430,107.753 (meters)                     COMP
 DK3525  LAPLACE CORR    -         -8.89  (seconds)                    DEFLEC18
 DK3525  DYNAMIC HEIGHT  -        365.957 (meters)     1200.64  (feet) COMP
 DK3525  MODELED GRAVITY -    980,459.1   (mgal)                       NAVD 88
 DK3525
 DK3525  VERT ORDER      -  SECOND    CLASS I
 DK3525
 DK3525  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DK3525  Standards:
 DK3525         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DK3525            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DK3525  -------------------------------------------------------------------
 DK3525  NETWORK    0.29   0.41           0.13   0.10   0.21      0.12832268
 DK3525  -------------------------------------------------------------------
 DK3525  Click here for local accuracies and other accuracy information.
 DK3525
 DK3525.The horizontal coordinates were established by GPS observations
 DK3525.and adjusted by the National Geodetic Survey in June 2012.
 DK3525
 DK3525.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DK3525.been affixed to the stable North American tectonic plate. See 
 DK3525.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DK3525
 DK3525.The horizontal coordinates are valid at the epoch date displayed above
 DK3525.which is a decimal equivalence of Year/Month/Day.
 DK3525
 DK3525.The orthometric height was determined by differential leveling and
 DK3525.adjusted by the NATIONAL GEODETIC SURVEY
 DK3525.in May 2019.
 DK3525
 DK3525.Significant digits in the geoid height do not necessarily reflect accuracy.
 DK3525.GEOID18 height accuracy estimate available here.
 DK3525
 DK3525.Click photographs - Photos may exist for this station.
 DK3525
 DK3525.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DK3525
 DK3525.The Laplace correction was computed from DEFLEC18 derived deflections.
 DK3525
 DK3525.The ellipsoidal height was determined by GPS observations
 DK3525.and is referenced to NAD 83.
 DK3525
 DK3525.The dynamic height is computed by dividing the NAVD 88
 DK3525.geopotential number by the normal gravity value computed on the
 DK3525.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK3525.degrees latitude (g = 980.6199 gals.).
 DK3525
 DK3525.The modeled gravity was interpolated from observed gravity values.
 DK3525
 DK3525. The following values were computed from the NAD 83(2011) position.
 DK3525
 DK3525;                    North         East     Units Scale Factor Converg.
 DK3525;SPC MN S     -   241,908.500   876,591.489   MT  0.99992994   +0 40 21.0
 DK3525;SPC MN S     -   793,661.47  2,875,950.58   sFT  0.99992994   +0 40 21.0
 DK3525;UTM  15      - 4,902,210.211   496,762.573   MT  0.99960013   -0 01 41.9
 DK3525
 DK3525!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DK3525!SPC MN S     -   0.99994712  x   0.99992994  =   0.99987706
 DK3525!UTM  15      -   0.99994712  x   0.99960013  =   0.99954727
 DK3525
 DK3525_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK9676202210(NAD 83)
 DK3525
 DK3525                          SUPERSEDED SURVEY CONTROL
 DK3525
 DK3525  NAD 83(2007)-  44 16 23.26467(N)    093 02 26.04024(W) AD(2002.00) 1
 DK3525  ELLIP H (02/04/09)  337.284  (m)                       GP(2002.00) 3 1
 DK3525  NAD 83(1996)-  44 16 23.26415(N)    093 02 26.03965(W) AD(       ) 1
 DK3525  ELLIP H (04/16/08)  337.338  (m)                       GP(       ) 3 1
 DK3525  NAD 83(1996)-  44 16 23.26399(N)    093 02 26.03967(W) AD(       ) 1
 DK3525  ELLIP H (03/06/08)  337.345  (m)                       GP(       ) 3 2
 DK3525  NAVD 88 (10/26/10)  365.991  (m)         1200.76   (f) SUPERSEDED  2 1
 DK3525  NAVD 88             365.99   (m)         1200.8    (f) LEVELING    3  
 DK3525
 DK3525.Superseded values are not recommended for survey control.
 DK3525
 DK3525.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK3525.See file dsdata.pdf to determine how the superseded data were derived.
 DK3525
 DK3525_MARKER: DD = SURVEY DISK
 DK3525_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DK3525_STAMPING: 2511 D 2006
 DK3525_MARK LOGO: MNDT
 DK3525_PROJECTION: FLUSH
 DK3525_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DK3525_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DK3525_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DK3525+SATELLITE: SATELLITE OBSERVATIONS - October 12, 2016
 DK3525_ROD/PIPE-DEPTH: 6.1 meters
 DK3525
 DK3525  HISTORY     - Date     Condition        Report By
 DK3525  HISTORY     - 2006     MONUMENTED       MNDT
 DK3525  HISTORY     - 2006     GOOD             MNDT
 DK3525  HISTORY     - 20060825 GOOD             MNDT
 DK3525  HISTORY     - 20071008 GOOD             MNDT
 DK3525  HISTORY     - 20090609 GOOD             MNDT
 DK3525  HISTORY     - 20161012 GOOD             MNDT
 DK3525
 DK3525                          STATION DESCRIPTION
 DK3525
 DK3525'DESCRIBED BY MN DEPT OF TRANSP 2006 (WAS)
 DK3525'3.0 MI (4.8 KM) WEST OF KENYON, 2.80 MI (4.5 KM) WEST ALONG TRUNK
 DK3525'HIGHWAY 60 FROM THE JUNCTION OF TRUNK HIGHWAY 60 NORTH AND TRUNK
 DK3525'HIGHWAY 56 NORTH IN KENYON, AT TRUNK HIGHWAY 60 MILEPOST 160.85, 82.5
 DK3525'FT (25.1 M) NORTH OF TRUNK HIGHWAY 60, 65.0 FT (19.8 M) EAST OF
 DK3525'GOODHUE AVENUE (COUNTY LINE)
 DK3525
 DK3525                          STATION RECOVERY (2006)
 DK3525
 DK3525'RECOVERY NOTE BY MN DEPT OF TRANSP 2006 (MPP)
 DK3525'THE MARK WAS RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.
 DK3525'THE MARK IS 3.0 MILES (4.8 KM) WEST OF KENYON, 2.80 MILES (4.51 KM)
 DK3525'WEST ALONG TRUNK HIGHWAY 60 FROM JUNCTION OF TRUNK HIGHWAY 60 NORTH
 DK3525'AND TRUNK HIGHWAY 56 NORTH IN KENYON, AT TRUNK HIGHWAY 60 MILEPOST
 DK3525'160.85, 82.5 FEET (25.1 M) NORTH OF TRUNK HIGHWAY 60, 65.0 FEET (19.8
 DK3525'M) EAST OF GOODHUE AVEUNE (COUNTY LINE) .
 DK3525
 DK3525                          STATION RECOVERY (2007)
 DK3525
 DK3525'RECOVERY NOTE BY MN DEPT OF TRANSP 2007
 DK3525'3.0 MILES WEST OF KENYON, 2.80 MILES WEST ALONG TRUNK HIGHWAY 60 FROM
 DK3525'JUNCTION OF TRUNK HIGHWAY 60 NORTH AND TRUNK HIGHWAY 56 NORTH IN
 DK3525'KENYON, AT TRUNK HIGHWAY 60 MILEPOST 160.85, 82.5 FEET NORTH OF TRUNK
 DK3525'HIGHWAY 60, 65.0 FEET EAST OF GOODHUE AVEUNE (COUNTY LINE).
 DK3525
 DK3525                          STATION RECOVERY (2009)
 DK3525
 DK3525'RECOVERY NOTE BY MN DEPT OF TRANSP 2009 (WEF)
 DK3525'RECOVERED AS DESCRIBED.
 DK3525
 DK3525                          STATION RECOVERY (2016)
 DK3525
 DK3525'RECOVERY NOTE BY MN DEPT OF TRANSP 2016 (MPP)
 DK3525'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DQ7211 ***********************************************************************
 DQ7211  DESIGNATION -  2511 E
 DQ7211  PID         -  DQ7211
 DQ7211  STATE/COUNTY-  MN/GOODHUE
 DQ7211  COUNTRY     -  US
 DQ7211  USGS QUAD   -  NERSTRAND (2019)
 DQ7211
 DQ7211                         *CURRENT SURVEY CONTROL
 DQ7211  ______________________________________________________________________
 DQ7211* NAD 83(1986) POSITION- 44 16 22.71   (N) 093 00 01.10   (W)   HD_HELD1
 DQ7211* NAVD 88 ORTHO HEIGHT -   331.765 (meters)     1088.47  (feet) ADJUSTED
 DQ7211  ______________________________________________________________________
 DQ7211  GEOID HEIGHT    -        -28.883 (meters)                     GEOID18
 DQ7211  DYNAMIC HEIGHT  -        331.713 (meters)     1088.30  (feet) COMP
 DQ7211  MODELED GRAVITY -    980,452.3   (mgal)                       NAVD 88
 DQ7211
 DQ7211  VERT ORDER      -  SECOND    CLASS I
 DQ7211
 DQ7211.The horizontal coordinates were determined by differentially corrected
 DQ7211.hand held GPS observations or other comparable positioning techniques
 DQ7211.and have an estimated accuracy of +/- 3 meters.
 DQ7211
 DQ7211.The orthometric height was determined by differential leveling and
 DQ7211.adjusted by the NATIONAL GEODETIC SURVEY
 DQ7211.in May 2019.
 DQ7211
 DQ7211.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ7211.GEOID18 height accuracy estimate available here.
 DQ7211
 DQ7211.Click photographs - Photos may exist for this station.
 DQ7211
 DQ7211.The dynamic height is computed by dividing the NAVD 88
 DQ7211.geopotential number by the normal gravity value computed on the
 DQ7211.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ7211.degrees latitude (g = 980.6199 gals.).
 DQ7211
 DQ7211.The modeled gravity was interpolated from observed gravity values.
 DQ7211
 DQ7211;                    North         East    Units  Estimated Accuracy
 DQ7211;SPC MN S     -   241,929.9     879,805.6     MT  (+/- 3 meters HH1 GPS) 
 DQ7211
 DQ7211_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK9997502192(NAD 83)
 DQ7211
 DQ7211                          SUPERSEDED SURVEY CONTROL
 DQ7211
 DQ7211.No superseded survey control is available for this station.
 DQ7211
 DQ7211_MARKER: DV = VERTICAL CONTROL DISK
 DQ7211_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 DQ7211_SP_SET: CULVERT
 DQ7211_STAMPING: 2511 E 2009
 DQ7211_MARK LOGO: MNDT
 DQ7211_MAGNETIC: N = NO MAGNETIC MATERIAL
 DQ7211_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DQ7211+STABILITY: SURFACE MOTION
 DQ7211_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DQ7211+SATELLITE: SATELLITE OBSERVATIONS - August 18, 2023
 DQ7211
 DQ7211  HISTORY     - Date     Condition        Report By
 DQ7211  HISTORY     - 20090401 MONUMENTED       MNDT
 DQ7211  HISTORY     - 20161012 GOOD             MNDT
 DQ7211  HISTORY     - 20230818 GOOD             MNDT
 DQ7211
 DQ7211                          STATION DESCRIPTION
 DQ7211
 DQ7211'DESCRIBED BY MN DEPT OF TRANSP 2016 (MPP)
 DQ7211'THE MARK IS LOCATED ABOUT 0.8 MI (1.3 KM) WEST OF KENYON.
 DQ7211'
 DQ7211'TO REACH THE MARK IN CULVERT IN SOUTHEAST CORNER OF 20TH AVENUE
 DQ7211'CULVERT OVER STREAM, 0.8 MI (1.3 KM) NORTH ALONG TRUNK HIGHWAY 60 FROM
 DQ7211'THE JUNCTION OF TRUNK HIGHWAY 60 AND TRUNK HIGHWAY 56 IN KENYON, AT
 DQ7211'TRUNK HIGHWAY 60 MILE POINT 162.90.
 DQ7211'
 DQ7211'THE MARK IS LOCATED 107.0 FT (32.6 M) NORTH OF TRUNK HIGHWAY 60, 23.0
 DQ7211'FT (7.0 M) EAST OF 20TH AVENUE.
 DQ7211
 DQ7211                          STATION RECOVERY (2023)
 DQ7211
 DQ7211'RECOVERY NOTE BY MN DEPT OF TRANSP 2023 (MJS)
 DQ7211'THE SURVEY MARK HAS BEEN DEEMED UNSAFE DUE TO FALL RISK AND HAS BEEN
 DQ7211'ABANDONED FOR MNDOT GEODETIC USE.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 PP3295 ***********************************************************************
 PP3295  DESIGNATION -  2512 A
 PP3295  PID         -  PP3295
 PP3295  STATE/COUNTY-  MN/GOODHUE
 PP3295  COUNTRY     -  US
 PP3295  USGS QUAD   -  MAZEPPA (2019)
 PP3295
 PP3295                         *CURRENT SURVEY CONTROL
 PP3295  ______________________________________________________________________
 PP3295* NAD 83(1986) POSITION- 44 16 18.47   (N) 092 33 39.35   (W)   HD_HELD1
 PP3295* NAVD 88 ORTHO HEIGHT -   313.825 (meters)     1029.61  (feet) ADJUSTED
 PP3295  ______________________________________________________________________
 PP3295  GEOID HEIGHT    -        -30.037 (meters)                     GEOID18
 PP3295  DYNAMIC HEIGHT  -        313.773 (meters)     1029.44  (feet) COMP
 PP3295  MODELED GRAVITY -    980,443.4   (mgal)                       NAVD 88
 PP3295
 PP3295  VERT ORDER      -  SECOND    CLASS I
 PP3295
 PP3295.The horizontal coordinates were determined by differentially corrected
 PP3295.hand held GPS observations or other comparable positioning techniques
 PP3295.and have an estimated accuracy of +/- 3 meters.
 PP3295
 PP3295.The orthometric height was determined by differential leveling and
 PP3295.adjusted by the NATIONAL GEODETIC SURVEY
 PP3295.in May 2019.
 PP3295
 PP3295.Significant digits in the geoid height do not necessarily reflect accuracy.
 PP3295.GEOID18 height accuracy estimate available here.
 PP3295
 PP3295.Click photographs - Photos may exist for this station.
 PP3295
 PP3295.The dynamic height is computed by dividing the NAVD 88
 PP3295.geopotential number by the normal gravity value computed on the
 PP3295.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP3295.degrees latitude (g = 980.6199 gals.).
 PP3295
 PP3295.The modeled gravity was interpolated from observed gravity values.
 PP3295
 PP3295;                    North         East    Units  Estimated Accuracy
 PP3295;SPC MN S     -   242,322.3     914,880.1     MT  (+/- 3 meters HH1 GPS) 
 PP3295
 PP3295_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWK3504002155(NAD 83)
 PP3295
 PP3295                          SUPERSEDED SURVEY CONTROL
 PP3295
 PP3295  NAVD 88 (06/15/95)  313.870  (m)         1029.76   (f) SUPERSEDED  2 1
 PP3295
 PP3295.Superseded values are not recommended for survey control.
 PP3295
 PP3295.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PP3295.See file dsdata.pdf to determine how the superseded data were derived.
 PP3295
 PP3295_MARKER: DV = VERTICAL CONTROL DISK
 PP3295_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 PP3295_STAMPING: 2512 A 1979
 PP3295_MARK LOGO: MNHD
 PP3295_PROJECTION: FLUSH
 PP3295_MAGNETIC: I = MARKER IS A STEEL ROD
 PP3295_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PP3295_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PP3295+SATELLITE: SATELLITE OBSERVATIONS - September 19, 2023
 PP3295
 PP3295  HISTORY     - Date     Condition        Report By
 PP3295  HISTORY     - 1979     MONUMENTED       MNDT
 PP3295  HISTORY     - 20090616 GOOD             MNDT
 PP3295  HISTORY     - 20161114 GOOD             MNDT
 PP3295  HISTORY     - 20230919 POOR             MNDT
 PP3295
 PP3295                          STATION DESCRIPTION
 PP3295
 PP3295'DESCRIBED BY MN DEPT OF TRANSP 1979
 PP3295'0.7 MI WEST FROM MAZEPPA.
 PP3295'THE MARK IS LOCATED 0.85 MILE WEST ALONG TRUNK HIGHWAY 60 FROM ITS
 PP3295'JUNCTION WITH FIRST STREET IN MAZEPPA AND IS NEAR TRUNK HIGHWAY 60
 PP3295'MILE POINT 186.15 IN THE SE 1/4 OF SECTION 1, T109N, R15W.  THE MARK
 PP3295'IS 109 FEET NORTH OF AND ABOUT 20 FEET HIGHER THAN THE CENTERLINE OF
 PP3295'TRUNK HIGHWAY 60, 74.8 FEET NORTH OF THE EAST END OF A 24 INCH METAL
 PP3295'CULVERT UNDER THE FIELD ENTRANCE, 65.1 FEET WEST-SOUTHWEST OF A
 PP3295'BURIED CABLE WARNING SIGN, 35.1 FEET NORTH OF A STEEL RIGHT-OF-WAY
 PP3295'SIGN POST, 5.8 FEET SOUTH OF ANOTHER STEEL RIGHT-OF-WAY SIGN POST,
 PP3295'1.3 FEET SOUTH OF A POWER POLE AND 0.6 FOOT SOUTH OF A STEEL WITNESS
 PP3295'POST.  THE MARK, A STANDARD MNDT VERTICAL CONTROL MARK DISK
 PP3295'STAMPED---2512 A 1979---, IS CRIMPED TO THE TOP OF A DRIVEN 5/8 INCH
 PP3295'DIAMETER BY 32 FOOT LONG COPPER-CLAD STEEL ROD THAT IS FLUSH WITH THE
 PP3295'GROUND.
 PP3295
 PP3295                          STATION RECOVERY (2009)
 PP3295
 PP3295'RECOVERY NOTE BY MN DEPT OF TRANSP 2009 (PL)
 PP3295'RECOVERED AS DESCRIBED.
 PP3295
 PP3295                          STATION RECOVERY (2016)
 PP3295
 PP3295'RECOVERY NOTE BY MN DEPT OF TRANSP 2016 (MPP)
 PP3295'RECOVERED AS DESCRIBED.
 PP3295
 PP3295                          STATION RECOVERY (2023)
 PP3295
 PP3295'RECOVERY NOTE BY MN DEPT OF TRANSP 2023 (MJS)
 PP3295'0.7 MI (1.1 KM) WEST FROM MAZEPPA, 0.85 MI (1.37 KM) WEST ALONG TRUNK
 PP3295'HIGHWAY 60 FROM THE JUNCTION OF TRUNK HIGHWAY 60 AND FIRST STREET IN
 PP3295'MAZEPPA, 109.0 FT (33.2 M) NORTH OF TRUNK HIGHWAY 60, AT TRUNK HIGHWAY
 PP3295'60 MILE POINT 186.15, 74.8 FT (22.8 M) NORTH OF THE EAST END OF A
 PP3295'METAL CULVERT, 65.1 FT (19.8 M) WEST-SOUTHWEST OF A CABLE SIGN, 35.1
 PP3295'FT (10.7 M) NORTH OF A RIGHT-OF-WAY POST, 5.8 FT (1.8 M) SOUTH OF A
 PP3295'RIGHT-OF-WAY POST, 1.3 FT (0.4 M) SOUTH-SOUTHWEST OF A POWER POLE, 0.6
 PP3295'FT (18 CM) SOUTH-SOUTHWEST OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 PP3296 ***********************************************************************
 PP3296  DESIGNATION -  2512 B
 PP3296  PID         -  PP3296
 PP3296  STATE/COUNTY-  MN/GOODHUE
 PP3296  COUNTRY     -  US
 PP3296  USGS QUAD   -  MAZEPPA (2019)
 PP3296
 PP3296                         *CURRENT SURVEY CONTROL
 PP3296  ______________________________________________________________________
 PP3296* NAD 83(1986) POSITION- 44 16 01.00   (N) 092 34 31.00   (W)   HD_HELD1
 PP3296* NAVD 88 ORTHO HEIGHT -   329.455 (meters)     1080.89  (feet) ADJUSTED
 PP3296  ______________________________________________________________________
 PP3296  GEOID HEIGHT    -        -30.027 (meters)                     GEOID18
 PP3296  DYNAMIC HEIGHT  -        329.399 (meters)     1080.70  (feet) COMP
 PP3296  MODELED GRAVITY -    980,439.7   (mgal)                       NAVD 88
 PP3296
 PP3296  VERT ORDER      -  SECOND    CLASS I
 PP3296
 PP3296.The horizontal coordinates were determined by differentially corrected
 PP3296.hand held GPS observations or other comparable positioning techniques
 PP3296.and have an estimated accuracy of +/- 3 meters.
 PP3296
 PP3296.The orthometric height was determined by differential leveling and
 PP3296.adjusted by the NATIONAL GEODETIC SURVEY
 PP3296.in June 1995.
 PP3296
 PP3296.Significant digits in the geoid height do not necessarily reflect accuracy.
 PP3296.GEOID18 height accuracy estimate available here.
 PP3296
 PP3296.Click photographs - Photos may exist for this station.
 PP3296
 PP3296.The dynamic height is computed by dividing the NAVD 88
 PP3296.geopotential number by the normal gravity value computed on the
 PP3296.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP3296.degrees latitude (g = 980.6199 gals.).
 PP3296
 PP3296.The modeled gravity was interpolated from observed gravity values.
 PP3296
 PP3296;                    North         East    Units  Estimated Accuracy
 PP3296;SPC MN S     -   241,763.1     913,744.3     MT  (+/- 3 meters HH1 GPS) 
 PP3296
 PP3296_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWK3389801610(NAD 83)
 PP3296
 PP3296                          SUPERSEDED SURVEY CONTROL
 PP3296
 PP3296.No superseded survey control is available for this station.
 PP3296
 PP3296_MARKER: DV = VERTICAL CONTROL DISK
 PP3296_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 PP3296_STAMPING: 2512 B 1979
 PP3296_MARK LOGO: MNHD
 PP3296_PROJECTION: PROJECTING 5 CENTIMETERS
 PP3296_MAGNETIC: I = MARKER IS A STEEL ROD
 PP3296_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PP3296_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 PP3296+SATELLITE: SATELLITE OBSERVATIONS - September 19, 2023
 PP3296
 PP3296  HISTORY     - Date     Condition        Report By
 PP3296  HISTORY     - 1979     MONUMENTED       MNDT
 PP3296  HISTORY     - 20090616 GOOD             MNDT
 PP3296  HISTORY     - 20161114 POOR             MNDT
 PP3296  HISTORY     - 20230919 POOR             MNDT
 PP3296
 PP3296                          STATION DESCRIPTION
 PP3296
 PP3296'DESCRIBED BY MN DEPT OF TRANSP 1979
 PP3296'1.5 MI WEST FROM MAZEPPA.
 PP3296'THE MARK IS LOCATED 1.6 MILES WEST ALONG TRUNK HIGHWAY 60 FROM ITS
 PP3296'JUNCTION WITH FIRST STREET IN MAZEPPA AND IS NEAR TRUNK HIGHWAY 60
 PP3296'MILE POINT 185.4 IN THE NE 1/4 OF SECTION 11, T109N, R15W.  THE MARK
 PP3296'IS 62.3 FEET SOUTH OF AND 5 FEET LOWER THAN THE CENTERLINE OF TRUNK
 PP3296'HIGHWAY 60, 117 FEET EAST OF THE SOUTH END OF A 36 INCH CONCRETE
 PP3296'CULVERT UNDER TRUNK HIGHWAY 60, 99.3 FEET EAST OF A STEEL
 PP3296'RIGHT-OF-WAY SIGN POST, 2.5 FEET NORTH OF POWER POLE NUMBER 116 AND
 PP3296'1.1 FEET NORTH OF A STEEL WITNESS POST.  THE MARK, A STANDARD MNDT
 PP3296'VERTICAL CONTROL MARK DISK STAMPED---2512 B 1979---, IS CRIMPED TO
 PP3296'THE TOP OF A DRIVEN 5/8 INCH DIAMETER BY 26 FOOT LONG COPPER-CLAD
 PP3296'STEEL ROD THAT PROJECTS 2 INCHES ABOVE THE GROUND.
 PP3296
 PP3296                          STATION RECOVERY (2009)
 PP3296
 PP3296'RECOVERY NOTE BY MN DEPT OF TRANSP 2009 (PL)
 PP3296'RECOVERED AS DESCRIBED.
 PP3296
 PP3296                          STATION RECOVERY (2016)
 PP3296
 PP3296'RECOVERY NOTE BY MN DEPT OF TRANSP 2016 (MPP)
 PP3296'MARK RECOVERED IN POOR CONDITION.
 PP3296
 PP3296                          STATION RECOVERY (2023)
 PP3296
 PP3296'RECOVERY NOTE BY MN DEPT OF TRANSP 2023 (MJS)
 PP3296'THE MARK HAS BEEN HIT AND IS TIPPED TO THE SOUTHWEST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 PP3299 ***********************************************************************
 PP3299  DESIGNATION -  2512 C
 PP3299  PID         -  PP3299
 PP3299  STATE/COUNTY-  MN/GOODHUE
 PP3299  COUNTRY     -  US
 PP3299  USGS QUAD   -  MAZEPPA (2019)
 PP3299
 PP3299                         *CURRENT SURVEY CONTROL
 PP3299  ______________________________________________________________________
 PP3299* NAD 83(1986) POSITION- 44 16 01.30   (N) 092 35 52.69   (W)   HD_HELD1
 PP3299* NAVD 88 ORTHO HEIGHT -   330.811 (meters)     1085.34  (feet) ADJUSTED
 PP3299  ______________________________________________________________________
 PP3299  GEOID HEIGHT    -        -30.016 (meters)                     GEOID18
 PP3299  DYNAMIC HEIGHT  -        330.754 (meters)     1085.15  (feet) COMP
 PP3299  MODELED GRAVITY -    980,435.2   (mgal)                       NAVD 88
 PP3299
 PP3299  VERT ORDER      -  SECOND    CLASS I
 PP3299
 PP3299.The horizontal coordinates were determined by differentially corrected
 PP3299.hand held GPS observations or other comparable positioning techniques
 PP3299.and have an estimated accuracy of +/- 3 meters.
 PP3299
 PP3299.The orthometric height was determined by differential leveling and
 PP3299.adjusted by the NATIONAL GEODETIC SURVEY
 PP3299.in May 2019.
 PP3299
 PP3299.Significant digits in the geoid height do not necessarily reflect accuracy.
 PP3299.GEOID18 height accuracy estimate available here.
 PP3299
 PP3299.Click photographs - Photos may exist for this station.
 PP3299
 PP3299.The dynamic height is computed by dividing the NAVD 88
 PP3299.geopotential number by the normal gravity value computed on the
 PP3299.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP3299.degrees latitude (g = 980.6199 gals.).
 PP3299
 PP3299.The modeled gravity was interpolated from observed gravity values.
 PP3299
 PP3299;                    North         East    Units  Estimated Accuracy
 PP3299;SPC MN S     -   241,741.0     911,932.7     MT  (+/- 3 meters HH1 GPS) 
 PP3299
 PP3299_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWK3208701610(NAD 83)
 PP3299
 PP3299                          SUPERSEDED SURVEY CONTROL
 PP3299
 PP3299  NAVD 88 (06/15/95)  330.820  (m)         1085.37   (f) SUPERSEDED  2 1
 PP3299
 PP3299.Superseded values are not recommended for survey control.
 PP3299
 PP3299.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PP3299.See file dsdata.pdf to determine how the superseded data were derived.
 PP3299
 PP3299_MARKER: DV = VERTICAL CONTROL DISK
 PP3299_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 PP3299_STAMPING: 2512 C 1979
 PP3299_MARK LOGO: MNHD
 PP3299_PROJECTION: RECESSED 15 CENTIMETERS
 PP3299_MAGNETIC: I = MARKER IS A STEEL ROD
 PP3299_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PP3299_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PP3299+SATELLITE: SATELLITE OBSERVATIONS - September 19, 2023
 PP3299
 PP3299  HISTORY     - Date     Condition        Report By
 PP3299  HISTORY     - 19790401 MONUMENTED       MNHD
 PP3299  HISTORY     - 20090616 GOOD             MNDT
 PP3299  HISTORY     - 20161114 GOOD             MNDT
 PP3299  HISTORY     - 20200428 GOOD             MNDT
 PP3299  HISTORY     - 20230919 GOOD             MNDT
 PP3299
 PP3299                          STATION DESCRIPTION
 PP3299
 PP3299'DESCRIBED BY MN HIGHWAY DEPT 1979
 PP3299'2.55 MI WEST FROM MAZEPPA.
 PP3299'THE MARK IS LOCATED 2.7 MILES WEST ALONG TRUNK HIGHWAY 60 FROM ITS
 PP3299'JUNCTION WITH COUNTY ROAD 1 AT MAZEPPA AND IS NEAR TRUNK HIGHWAY 60
 PP3299'MILE POINT 184.25 IN THE NE 1/4 OF SECTION 10, T109N, R15W.  THE MARK
 PP3299'IS 78.9 FEET SOUTH OF AND 3 FEET LOWER THAN THE CENTERLINE OF TRUNK
 PP3299'HIGHWAY 60, 41.5 FEET WEST-SOUTHWEST OF POWER POLE NUMBER 96, 34.6
 PP3299'FEET SOUTH-SOUTHWEST OF THE EAST END OF A 15 INCH METAL CULVERT UNDER
 PP3299'A FIELD ENTRANCE, 10 FEET EAST OF THE CENTER OF THE FIELD ENTRANCE,
 PP3299'2.5 FEET NORTHEAST OF A WOOD GATE POST AND 0.7 FOOT NORTH OF A STEEL
 PP3299'WITNESS POST.  THE MARK, A STANDARD MNDT VERTICAL CONTROL MARK DISK
 PP3299'STAMPED---2512 C 1979---, IS CRIMPED TO THE TOP OF A DRIVEN 5/8 INCH
 PP3299'DIAMETER BY 19 FOOT LONG COPPER-CLAD STEEL ROD THAT IS BURIED 2
 PP3299'INCHES BELOW THE SURFACE OF THE GROUND.
 PP3299
 PP3299                          STATION RECOVERY (2009)
 PP3299
 PP3299'RECOVERY NOTE BY MN DEPT OF TRANSP 2009 (PL)
 PP3299'RECOVERED AS DESCRIBED.
 PP3299
 PP3299                          STATION RECOVERY (2016)
 PP3299
 PP3299'RECOVERY NOTE BY MN DEPT OF TRANSP 2016 (MPP)
 PP3299'THE MARK IS LOCATED ABOUT 2.55 MI (4.10 KM) WEST OF MAZEPPA.
 PP3299'
 PP3299'TO REACH THE MARK GO 2.7 MI (4.3 KM) WEST ALONG TRUNK HIGHWAY 60 FROM
 PP3299'THE JUNCTION OF TRUNK HIGHWAY 60 AND COUNTY ROAD 1 IN MAZEPPA.
 PP3299'
 PP3299'THE MARK IS LOCATED 78.9 FT (24.0 M) SOUTH OF TRUNK HIGHWAY 60, AT
 PP3299'TRUNK HIGHWAY 60 MILE POINT 184.25, 41.5 FT (12.6 M) WEST-SOUTHWEST OF
 PP3299'A POWER POLE NUMBER 96, 34.6 FT (10.5 M) SOUTH-SOUTHWEST OF EAST END
 PP3299'OF METAL CULVERT, 10.0 FT (3.0 M) EAST OF A FIELD ENTRANCE, 14.7 FT
 PP3299'(4.5 M) SOUTH-SOUTHWEST OF A WITNESS POST.
 PP3299
 PP3299                          STATION RECOVERY (2020)
 PP3299
 PP3299'RECOVERY NOTE BY MN DEPT OF TRANSP 2020 (MPP)
 PP3299'RECOVERED IN GOOD CONDITION.
 PP3299
 PP3299                          STATION RECOVERY (2023)
 PP3299
 PP3299'RECOVERY NOTE BY MN DEPT OF TRANSP 2023 (MJS)
 PP3299'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 PP3300 ***********************************************************************
 PP3300  DESIGNATION -  2512 D
 PP3300  PID         -  PP3300
 PP3300  STATE/COUNTY-  MN/GOODHUE
 PP3300  COUNTRY     -  US
 PP3300  USGS QUAD   -  MAZEPPA (2019)
 PP3300
 PP3300                         *CURRENT SURVEY CONTROL
 PP3300  ______________________________________________________________________
 PP3300* NAD 83(1986) POSITION- 44 16 01.40   (N) 092 36 51.15   (W)   HD_HELD1
 PP3300* NAVD 88 ORTHO HEIGHT -   319.953 (meters)     1049.71  (feet) ADJUSTED
 PP3300  ______________________________________________________________________
 PP3300  GEOID HEIGHT    -        -30.006 (meters)                     GEOID18
 PP3300  DYNAMIC HEIGHT  -        319.896 (meters)     1049.53  (feet) COMP
 PP3300  MODELED GRAVITY -    980,432.3   (mgal)                       NAVD 88
 PP3300
 PP3300  VERT ORDER      -  SECOND    CLASS I
 PP3300
 PP3300.The horizontal coordinates were determined by differentially corrected
 PP3300.hand held GPS observations or other comparable positioning techniques
 PP3300.and have an estimated accuracy of +/- 3 meters.
 PP3300
 PP3300.The orthometric height was determined by differential leveling and
 PP3300.adjusted by the NATIONAL GEODETIC SURVEY
 PP3300.in May 2019.
 PP3300
 PP3300.Significant digits in the geoid height do not necessarily reflect accuracy.
 PP3300.GEOID18 height accuracy estimate available here.
 PP3300
 PP3300.Click photographs - Photos may exist for this station.
 PP3300
 PP3300.The dynamic height is computed by dividing the NAVD 88
 PP3300.geopotential number by the normal gravity value computed on the
 PP3300.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP3300.degrees latitude (g = 980.6199 gals.).
 PP3300
 PP3300.The modeled gravity was interpolated from observed gravity values.
 PP3300
 PP3300;                    North         East    Units  Estimated Accuracy
 PP3300;SPC MN S     -   241,722.0     910,636.3     MT  (+/- 3 meters HH1 GPS) 
 PP3300
 PP3300_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWK3079101607(NAD 83)
 PP3300
 PP3300                          SUPERSEDED SURVEY CONTROL
 PP3300
 PP3300  NAVD 88 (06/15/95)  319.975  (m)         1049.78   (f) SUPERSEDED  2 1
 PP3300
 PP3300.Superseded values are not recommended for survey control.
 PP3300
 PP3300.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PP3300.See file dsdata.pdf to determine how the superseded data were derived.
 PP3300
 PP3300_MARKER: DV = VERTICAL CONTROL DISK
 PP3300_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 PP3300_SP_SET: BOX CULVERT
 PP3300_STAMPING: 2512 D 1979
 PP3300_MARK LOGO: MNHD
 PP3300_MAGNETIC: N = NO MAGNETIC MATERIAL
 PP3300_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PP3300+STABILITY: SURFACE MOTION
 PP3300_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 PP3300+SATELLITE: SATELLITE OBSERVATIONS - September 19, 2023
 PP3300
 PP3300  HISTORY     - Date     Condition        Report By
 PP3300  HISTORY     - 1979     MONUMENTED       MNDT
 PP3300  HISTORY     - 20090616 GOOD             MNDT
 PP3300  HISTORY     - 20161110 GOOD             MNDT
 PP3300  HISTORY     - 20230919 GOOD             MNDT
 PP3300
 PP3300                          STATION DESCRIPTION
 PP3300
 PP3300'DESCRIBED BY MN DEPT OF TRANSP 1979
 PP3300'3.35 MI WEST FROM MAZEPPA.
 PP3300'THE MARK IS LOCATED 3.5 MILES WEST ALONG TRUNK HIGHWAY 60 FROM ITS
 PP3300'JUNCTION WITH COUNTY ROAD 1 AT MAZEPPA AND IS NEAR TRUNK HIGHWAY 60
 PP3300'MILE POINT 183.35 IN THE NE 1/4 OF SECTION 9, T109N, R15W.  THE MARK
 PP3300'IS 44.4 FEET SOUTH OF AND 10 FEET LOWER THAN THE CENTERLINE OF TRUNK
 PP3300'HIGHWAY 60 IN THE HEADWALL IN THE SOUTHEAST CORNER OF AN 8 FOOT
 PP3300'SQUARE BOX CULVERT UNDER THE HIGHWAY.  THE MARK, A STANDARD MNDT
 PP3300'VERTICAL CONTROL MARK DISK STAMPED---2512 D 1979---, IS CEMENTED IN A
 PP3300'DRILL HOLE IN THE HEADWALL.
 PP3300
 PP3300                          STATION RECOVERY (2009)
 PP3300
 PP3300'RECOVERY NOTE BY MN DEPT OF TRANSP 2009 (PL)
 PP3300'RECOVERED AS DESCRIBED.
 PP3300
 PP3300                          STATION RECOVERY (2016)
 PP3300
 PP3300'RECOVERY NOTE BY MN DEPT OF TRANSP 2016 (MPP)
 PP3300'RECOVERED AS DESCRIBED.
 PP3300
 PP3300                          STATION RECOVERY (2023)
 PP3300
 PP3300'RECOVERY NOTE BY MN DEPT OF TRANSP 2023 (MJS)
 PP3300'THE SURVEY MARK HAS BEEN DEEMED UNSAFE DUE TO FALL RISK AND HAS BEEN
 PP3300'ABANDONED FOR MNDOT GEODETIC USE.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 PP3303 ***********************************************************************
 PP3303  DESIGNATION -  2512 G
 PP3303  PID         -  PP3303
 PP3303  STATE/COUNTY-  MN/GOODHUE
 PP3303  COUNTRY     -  US
 PP3303  USGS QUAD   -  ZUMBROTA (2019)
 PP3303
 PP3303                         *CURRENT SURVEY CONTROL
 PP3303  ______________________________________________________________________
 PP3303* NAD 83(1986) POSITION- 44 16 04.54   (N) 092 38 26.47   (W)   HD_HELD1
 PP3303* NAVD 88 ORTHO HEIGHT -   354.234 (meters)     1162.18  (feet) ADJUSTED
 PP3303  ______________________________________________________________________
 PP3303  GEOID HEIGHT    -        -29.979 (meters)                     GEOID18
 PP3303  DYNAMIC HEIGHT  -        354.170 (meters)     1161.97  (feet) COMP
 PP3303  MODELED GRAVITY -    980,428.4   (mgal)                       NAVD 88
 PP3303
 PP3303  VERT ORDER      -  SECOND    CLASS I
 PP3303
 PP3303.The horizontal coordinates were determined by differentially corrected
 PP3303.hand held GPS observations or other comparable positioning techniques
 PP3303.and have an estimated accuracy of +/- 3 meters.
 PP3303
 PP3303.The orthometric height was determined by differential leveling and
 PP3303.adjusted by the NATIONAL GEODETIC SURVEY
 PP3303.in May 2019.
 PP3303
 PP3303.Significant digits in the geoid height do not necessarily reflect accuracy.
 PP3303.GEOID18 height accuracy estimate available here.
 PP3303
 PP3303.Click photographs - Photos may exist for this station.
 PP3303
 PP3303.The dynamic height is computed by dividing the NAVD 88
 PP3303.geopotential number by the normal gravity value computed on the
 PP3303.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP3303.degrees latitude (g = 980.6199 gals.).
 PP3303
 PP3303.The modeled gravity was interpolated from observed gravity values.
 PP3303
 PP3303;                    North         East    Units  Estimated Accuracy
 PP3303;SPC MN S     -   241,783.4     908,521.0     MT  (+/- 3 meters HH1 GPS) 
 PP3303
 PP3303_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWK2867701694(NAD 83)
 PP3303
 PP3303                          SUPERSEDED SURVEY CONTROL
 PP3303
 PP3303  NAVD 88 (06/15/95)  354.237  (m)         1162.19   (f) SUPERSEDED  2 1
 PP3303
 PP3303.Superseded values are not recommended for survey control.
 PP3303
 PP3303.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PP3303.See file dsdata.pdf to determine how the superseded data were derived.
 PP3303
 PP3303_MARKER: DV = VERTICAL CONTROL DISK
 PP3303_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 PP3303_STAMPING: 2512 G 1979
 PP3303_MARK LOGO: MNHD
 PP3303_PROJECTION: FLUSH
 PP3303_MAGNETIC: I = MARKER IS A STEEL ROD
 PP3303_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PP3303_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PP3303+SATELLITE: SATELLITE OBSERVATIONS - September 19, 2023
 PP3303
 PP3303  HISTORY     - Date     Condition        Report By
 PP3303  HISTORY     - 19790401 MONUMENTED       MNHD
 PP3303  HISTORY     - 20090615 GOOD             MNDT
 PP3303  HISTORY     - 20130305 GOOD             MNDT
 PP3303  HISTORY     - 20161110 GOOD             MNDT
 PP3303  HISTORY     - 20200428 GOOD             MNDT
 PP3303  HISTORY     - 20230919 GOOD             MNDT
 PP3303
 PP3303                          STATION DESCRIPTION
 PP3303
 PP3303'DESCRIBED BY MN HIGHWAY DEPT 1979
 PP3303'2.75 MI SE FROM ZUMBROTA.
 PP3303'THE MARK IS LOCATED 0.55 MILE EAST ALONG TRUNK HIGHWAY 60 FROM ITS
 PP3303'SOUTH JUNCTION WITH TRUNK HIGHWAY 52 NEAR ZUMBROTA AND IS NEAR TRUNK
 PP3303'HIGHWAY 60 MILE POINT 181.1 IN THE SE 1/4 OF SECTION 5, T109N, R15W.
 PP3303'THE MARK IS 173.6 FEET NORTH OF THE CENTERLINE OF TRUNK HIGHWAY 60,
 PP3303'32 FEET EAST OF AND ABOUT LEVEL WITH THE CENTER OF A TOWNSHIP ROAD,
 PP3303'87.8 FEET NORTH OF A POWER POLE, 1.4 FEET SOUTHEAST OF A STEEL
 PP3303'RIGHT-OF-WAY SIGN POST AND 0.5 FOOT SOUTH OF A STEEL WITNESS POST.
 PP3303'THE MARK, A STANDARD MNDT VERTICAL CONTROL MARK DISK STAMPED---2512 G
 PP3303'1979---, IS CRIMPED TO THE TOP OF A DRIVEN 5/8 INCH DIAMETER BY 20
 PP3303'FOOT LONG COPPER-CLAD STEEL ROD THAT PROJECTS 2 INCHES ABOVE GROUND
 PP3303'LEVEL.
 PP3303
 PP3303                          STATION RECOVERY (2009)
 PP3303
 PP3303'RECOVERY NOTE BY MN DEPT OF TRANSP 2009 (PL)
 PP3303'RECOVERED AS DESCRIBED.
 PP3303
 PP3303                          STATION RECOVERY (2013)
 PP3303
 PP3303'RECOVERY NOTE BY MN DEPT OF TRANSP 2013 (MPP)
 PP3303'RECOVERED AS DESCRIBED.
 PP3303
 PP3303                          STATION RECOVERY (2016)
 PP3303
 PP3303'RECOVERY NOTE BY MN DEPT OF TRANSP 2016 (MPP)
 PP3303'THE MARK IS LOCATED ABOUT 2.75 MI (4.42 KM) SOUTHEAST FROM ZUMBROTA.
 PP3303'
 PP3303'TO REACH THE MARK GO 0.55 MI (0.88 KM) EAST ALONG TRUNK HIGHWAY 60
 PP3303'FROM THE SOUTH JUNCTION OF TRUNK HIGHWAY 60 AND TRUNK HIGHWAY 52 NEAR
 PP3303'ZUMBROTA, AT TRUNK HIGHWAY 60 MILE POINT 182.10.
 PP3303'
 PP3303'THE MARK IS LOCATED 173.6 FT (52.9 M) NORTH OF TRUNK HIGHWAY 60, 32.0
 PP3303'FT (9.8 M) EAST OF 195TH AVENUE, 87.8 FT (26.8 M) NORTH OF A POWER
 PP3303'POLE, 1.4 FT (0.4 M) SOUTHEAST OF RIGHT-OF-WAY POST, 0.5 FT (15 CM)
 PP3303'SOUTH OF A WITNESS POST.
 PP3303
 PP3303                          STATION RECOVERY (2020)
 PP3303
 PP3303'RECOVERY NOTE BY MN DEPT OF TRANSP 2020 (MPP)
 PP3303'RECOVERED IN GOOD CONDITION.
 PP3303
 PP3303                          STATION RECOVERY (2023)
 PP3303
 PP3303'RECOVERY NOTE BY MN DEPT OF TRANSP 2023 (MJS)
 PP3303'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DQ7495 ***********************************************************************
 DQ7495  DESIGNATION -  2512 H
 DQ7495  PID         -  DQ7495
 DQ7495  STATE/COUNTY-  MN/GOODHUE
 DQ7495  COUNTRY     -  US
 DQ7495  USGS QUAD   -  MAZEPPA (2019)
 DQ7495
 DQ7495                         *CURRENT SURVEY CONTROL
 DQ7495  ______________________________________________________________________
 DQ7495* NAD 83(1986) POSITION- 44 16 02.72   (N) 092 37 09.52   (W)   HD_HELD1
 DQ7495* NAVD 88 ORTHO HEIGHT -   320.789 (meters)     1052.46  (feet) ADJUSTED
 DQ7495  ______________________________________________________________________
 DQ7495  GEOID HEIGHT    -        -30.002 (meters)                     GEOID18
 DQ7495  DYNAMIC HEIGHT  -        320.732 (meters)     1052.27  (feet) COMP
 DQ7495  MODELED GRAVITY -    980,431.4   (mgal)                       NAVD 88
 DQ7495
 DQ7495  VERT ORDER      -  SECOND    CLASS I
 DQ7495
 DQ7495.The horizontal coordinates were determined by differentially corrected
 DQ7495.hand held GPS observations or other comparable positioning techniques
 DQ7495.and have an estimated accuracy of +/- 3 meters.
 DQ7495
 DQ7495.The orthometric height was determined by differential leveling and
 DQ7495.adjusted by the NATIONAL GEODETIC SURVEY
 DQ7495.in May 2019.
 DQ7495
 DQ7495.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ7495.GEOID18 height accuracy estimate available here.
 DQ7495
 DQ7495.Click photographs - Photos may exist for this station.
 DQ7495
 DQ7495.The dynamic height is computed by dividing the NAVD 88
 DQ7495.geopotential number by the normal gravity value computed on the
 DQ7495.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ7495.degrees latitude (g = 980.6199 gals.).
 DQ7495
 DQ7495.The modeled gravity was interpolated from observed gravity values.
 DQ7495
 DQ7495;                    North         East    Units  Estimated Accuracy
 DQ7495;SPC MN S     -   241,755.9     910,228.3     MT  (+/- 3 meters HH1 GPS) 
 DQ7495
 DQ7495_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWK3038301645(NAD 83)
 DQ7495
 DQ7495                          SUPERSEDED SURVEY CONTROL
 DQ7495
 DQ7495.No superseded survey control is available for this station.
 DQ7495
 DQ7495_MARKER: F = FLANGE-ENCASED ROD
 DQ7495_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DQ7495_STAMPING: 2512 H 2016
 DQ7495_MARK LOGO: MNDT
 DQ7495_PROJECTION: RECESSED 5 CENTIMETERS
 DQ7495_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DQ7495_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ7495_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ7495+SATELLITE: SATELLITE OBSERVATIONS - September 19, 2023
 DQ7495_ROD/PIPE-DEPTH: 5.2 meters
 DQ7495
 DQ7495  HISTORY     - Date     Condition        Report By
 DQ7495  HISTORY     - 20161129 MONUMENTED       MNDT
 DQ7495  HISTORY     - 20230919 GOOD             MNDT
 DQ7495
 DQ7495                          STATION DESCRIPTION
 DQ7495
 DQ7495'DESCRIBED BY MN DEPT OF TRANSP 2016
 DQ7495'THE MARK IS LOCATED ABOUT 2.5 MI (4.0 KM) SOUTHEAST OF ZUMBROTA.
 DQ7495'
 DQ7495'TO REACH THE MARK GO 1.6 MI (2.6 KM) EAST ALONG TRUNK HIGHWAY 60 FROM
 DQ7495'THE SOUTH JUNCTION OF TRUNK HIGHWAY 60 AND TRUNK HIGHWAY 52, AT TRUNK
 DQ7495'HIGHWAY 60 MILE POINT 183.80, 0.4 MI (0.6 KM) WEST OF COUNTY ROAD 55.
 DQ7495'
 DQ7495'THE MARK IS LOCATED 66.0 FT (20.1 M) NORTH OF TRUNK HIGHWAY 60, 20.5
 DQ7495'FT (6.2 M) WEST OF A FIELD ENTRANCE, 3.2 FT (1.0 M) SOUTH OF A WITNESS
 DQ7495'POST.
 DQ7495'
 DQ7495'NOTE-THE STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM ROD
 DQ7495'DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION REMOVABLE DISK
 DQ7495'SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH PVC
 DQ7495'PIPE BACK FILLED WITH WASHED SAND.
 DQ7495
 DQ7495                          STATION RECOVERY (2023)
 DQ7495
 DQ7495'RECOVERY NOTE BY MN DEPT OF TRANSP 2023 (MJS)
 DQ7495'2.5 MI (4.0 KM) SOUTHEAST OF ZUMBROTA, 1.6 MI (2.6 KM) EAST ALONG
 DQ7495'TRUNK HIGHWAY 60 FROM THE SOUTH JUNCTION OF TRUNK HIGHWAY 60 AND TRUNK
 DQ7495'HIGHWAY 52, AT TRUNK HIGHWAY 60 MILE POINT 183.80, 0.4 MI (0.6 KM)
 DQ7495'WEST OF COUNTY ROAD 55, 66.0 FT (20.1 M) NORTH OF TRUNK HIGHWAY 60,
 DQ7495'20.5 FT (6.2 M) WEST OF A FIELD ENTRANCE, 3.2 FT (1.0 M) SOUTH OF A
 DQ7495'WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DQ7497 ***********************************************************************
 DQ7497  DESIGNATION -  2512 J
 DQ7497  PID         -  DQ7497
 DQ7497  STATE/COUNTY-  MN/GOODHUE
 DQ7497  COUNTRY     -  US
 DQ7497  USGS QUAD   -  MAZEPPA (2019)
 DQ7497
 DQ7497                         *CURRENT SURVEY CONTROL
 DQ7497  ______________________________________________________________________
 DQ7497* NAD 83(1986) POSITION- 44 16 15.85   (N) 092 33 22.17   (W)   HD_HELD1
 DQ7497* NAVD 88 ORTHO HEIGHT -   290.495 (meters)      953.07  (feet) ADJUSTED
 DQ7497  ______________________________________________________________________
 DQ7497  GEOID HEIGHT    -        -30.039 (meters)                     GEOID18
 DQ7497  DYNAMIC HEIGHT  -        290.447 (meters)      952.91  (feet) COMP
 DQ7497  MODELED GRAVITY -    980,444.3   (mgal)                       NAVD 88
 DQ7497
 DQ7497  VERT ORDER      -  SECOND    CLASS I
 DQ7497
 DQ7497.The horizontal coordinates were determined by differentially corrected
 DQ7497.hand held GPS observations or other comparable positioning techniques
 DQ7497.and have an estimated accuracy of +/- 3 meters.
 DQ7497
 DQ7497.The orthometric height was determined by differential leveling and
 DQ7497.adjusted by the NATIONAL GEODETIC SURVEY
 DQ7497.in May 2019.
 DQ7497
 DQ7497.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ7497.GEOID18 height accuracy estimate available here.
 DQ7497
 DQ7497.Click photographs - Photos may exist for this station.
 DQ7497
 DQ7497.The dynamic height is computed by dividing the NAVD 88
 DQ7497.geopotential number by the normal gravity value computed on the
 DQ7497.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ7497.degrees latitude (g = 980.6199 gals.).
 DQ7497
 DQ7497.The modeled gravity was interpolated from observed gravity values.
 DQ7497
 DQ7497;                    North         East    Units  Estimated Accuracy
 DQ7497;SPC MN S     -   242,248.1     915,262.4     MT  (+/- 3 meters HH1 GPS) 
 DQ7497
 DQ7497_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWK3542202076(NAD 83)
 DQ7497
 DQ7497                          SUPERSEDED SURVEY CONTROL
 DQ7497
 DQ7497.No superseded survey control is available for this station.
 DQ7497
 DQ7497_MARKER: F = FLANGE-ENCASED ROD
 DQ7497_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DQ7497_STAMPING: 2512 J 2016
 DQ7497_MARK LOGO: MNDT
 DQ7497_PROJECTION: RECESSED 5 CENTIMETERS
 DQ7497_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DQ7497_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ7497_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ7497+SATELLITE: SATELLITE OBSERVATIONS - September 19, 2023
 DQ7497_ROD/PIPE-DEPTH: 8.8 meters
 DQ7497
 DQ7497  HISTORY     - Date     Condition        Report By
 DQ7497  HISTORY     - 20161130 MONUMENTED       MNDT
 DQ7497  HISTORY     - 20230919 GOOD             MNDT
 DQ7497
 DQ7497                          STATION DESCRIPTION
 DQ7497
 DQ7497'DESCRIBED BY MN DEPT OF TRANSP 2016
 DQ7497'THE MARK IS LOCATED ABOUT 0.5 MI (0.8 KM) WEST OF MAZEPPA.
 DQ7497'
 DQ7497'TO REACH THE MARK GO 0.5 MI (0.8 KM) WEST ALONG TRUNK HIGHWAY 60 FROM
 DQ7497'THE JUNCTION OF TRUNK HIGHWAY 60 AND COUNTY ROAD 1 NORTH IN MAZEPPA,
 DQ7497'AT TRUNK HIGHWAY 60 MILE POINT 186.40.
 DQ7497'
 DQ7497'THE MARK IS LOCATED 71.8 FT (21.9 M) SOUTHWEST OF TRUNK HIGHWAY 60,
 DQ7497'31.4 FT (9.6 M) SOUTHEAST OF A FIELD ENTRANCE, 1.5 FT (0.5 M)
 DQ7497'NORTHEAST OF A WITNESS POST.
 DQ7497'
 DQ7497'NOTE-THE STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM ROD
 DQ7497'DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION REMOVABLE DISK
 DQ7497'SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH PVC
 DQ7497'PIPE BACK FILLED WITH WASHED SAND.
 DQ7497
 DQ7497                          STATION RECOVERY (2023)
 DQ7497
 DQ7497'RECOVERY NOTE BY MN DEPT OF TRANSP 2023 (MJS)
 DQ7497'0.5 MI (0.8 KM) WEST OF MAZEPPA, 0.5 MI (0.8 KM) WEST ALONG TRUNK
 DQ7497'HIGHWAY 60 FROM THE JUNCTION OF TRUNK HIGHWAY 60 AND COUNTY ROAD 1
 DQ7497'NORTH IN MAZEPPA, AT TRUNK HIGHWAY 60 MILE POINT 186.40, 71.8 FT (21.9
 DQ7497'M) SOUTHWEST OF TRUNK HIGHWAY 60, 31.4 FT (9.6 M) SOUTHEAST OF A FIELD
 DQ7497'ENTRANCE, 1.5 FT (0.5 M) NORTHEAST OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DO7908 ***********************************************************************
 DO7908  DESIGNATION -  2513 C
 DO7908  PID         -  DO7908
 DO7908  STATE/COUNTY-  MN/GOODHUE
 DO7908  COUNTRY     -  US
 DO7908  USGS QUAD   -  BAY CITY (2018)
 DO7908
 DO7908                         *CURRENT SURVEY CONTROL
 DO7908  ______________________________________________________________________
 DO7908* NAD 83(1986) POSITION- 44 33 31.54   (N) 092 29 28.00   (W)   HD_HELD1
 DO7908* NAVD 88 ORTHO HEIGHT -   228.227 (meters)      748.77  (feet) ADJUSTED
 DO7908  ______________________________________________________________________
 DO7908  GEOID HEIGHT    -        -30.270 (meters)                     GEOID18
 DO7908  DYNAMIC HEIGHT  -        228.194 (meters)      748.67  (feet) COMP
 DO7908  MODELED GRAVITY -    980,468.9   (mgal)                       NAVD 88
 DO7908
 DO7908  VERT ORDER      -  SECOND    CLASS I
 DO7908
 DO7908.The horizontal coordinates were determined by differentially corrected
 DO7908.hand held GPS observations or other comparable positioning techniques
 DO7908.and have an estimated accuracy of +/- 3 meters.
 DO7908
 DO7908.The orthometric height was determined by differential leveling and
 DO7908.adjusted by the NATIONAL GEODETIC SURVEY
 DO7908.in October 2013.
 DO7908
 DO7908.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO7908.GEOID18 height accuracy estimate available here.
 DO7908
 DO7908.Click photographs - Photos may exist for this station.
 DO7908
 DO7908.The dynamic height is computed by dividing the NAVD 88
 DO7908.geopotential number by the normal gravity value computed on the
 DO7908.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO7908.degrees latitude (g = 980.6199 gals.).
 DO7908
 DO7908.The modeled gravity was interpolated from observed gravity values.
 DO7908
 DO7908;                    North         East    Units  Estimated Accuracy
 DO7908;SPC MN S     -   274,302.5     919,864.6     MT  (+/- 3 meters HH1 GPS) 
 DO7908
 DO7908_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWK4041434062(NAD 83)
 DO7908
 DO7908                          SUPERSEDED SURVEY CONTROL
 DO7908
 DO7908.No superseded survey control is available for this station.
 DO7908
 DO7908_MARKER: DV = VERTICAL CONTROL DISK
 DO7908_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DO7908_SP_SET: BRIDGE RAILING
 DO7908_STAMPING: 2513 C 1986
 DO7908_MARK LOGO: MNDT
 DO7908_MAGNETIC: N = NO MAGNETIC MATERIAL
 DO7908_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DO7908_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DO7908+SATELLITE: SATELLITE OBSERVATIONS - October 16, 2023
 DO7908
 DO7908  HISTORY     - Date     Condition        Report By
 DO7908  HISTORY     - 19860401 MONUMENTED       MNDT
 DO7908  HISTORY     - 20110727 GOOD             MNDT
 DO7908  HISTORY     - 20170322 GOOD             MNDT
 DO7908  HISTORY     - 20231016 GOOD             MNDT
 DO7908
 DO7908                          STATION DESCRIPTION
 DO7908
 DO7908'DESCRIBED BY MN DEPT OF TRANSP 2011 (PJG)
 DO7908'THE MARK IS 2.65 MILES EAST OF RED WING, 2.65 MILES EAST ALONG TRUNK
 DO7908'HIGHWAY 61 FROM THE POST OFFICE IN RED WING, AT THE SOUTHEAST END OF
 DO7908'THE HIGHWAY OVERPASS FOR THE CHICAGO, MILWAUKEE, SAINT PAUL AND
 DO7908'PACIFIC RAILROAD, IN SOUTHWEST CORNER OF BRIDGE NUMBER 8776.
 DO7908
 DO7908                          STATION RECOVERY (2017)
 DO7908
 DO7908'RECOVERY NOTE BY MN DEPT OF TRANSP 2017 (KDJ)
 DO7908'2.65 MI (4.26 KM) EAST OF RED WING, 2.35 MI (3.78 KM) EAST-SOUTHEAST
 DO7908'ALONG TRUNK HIGHWAY 61 FROM THE JUNCTION OF TRUNK HIGHWAY 61 AND TRUNK
 DO7908'HIGHWAY 58 IN RED WING, AT TRUNK HIGHWAY 61 MILE POINT 90.30, AT THE
 DO7908'NORTHWEST END OF A BRIDGE OVER A RAILROAD, IN THE WEST CORNER OF
 DO7908'BRIDGE NUMBER 8776.
 DO7908
 DO7908                          STATION RECOVERY (2023)
 DO7908
 DO7908'RECOVERY NOTE BY MN DEPT OF TRANSP 2023 (MJS)
 DO7908'2.65 MI (4.26 KM) EAST OF RED WING, 2.35 MI (3.78 KM) EAST-SOUTHEAST
 DO7908'ALONG TRUNK HIGHWAY 61 FROM THE JUNCTION OF TRUNK HIGHWAY 61 AND TRUNK
 DO7908'HIGHWAY 58 IN RED WING, AT TRUNK HIGHWAY 61 MILE POINT 90.30, AT THE
 DO7908'NORTHWEST END OF A BRIDGE OVER A RAILROAD, IN THE WEST CORNER OF
 DO7908'BRIDGE NUMBER 8776.
 DO7908'
 DO7908'THE SURVEY MARK HAS BEEN DEEMED UNSAFE DUE TO FALL RISK AND HAS BEEN
 DO7908'ABANDONED FOR MNDOT GEODETIC USE.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DO7909 ***********************************************************************
 DO7909  DESIGNATION -  2513 D
 DO7909  PID         -  DO7909
 DO7909  STATE/COUNTY-  MN/GOODHUE
 DO7909  COUNTRY     -  US
 DO7909  USGS QUAD   -  BAY CITY (2018)
 DO7909
 DO7909                         *CURRENT SURVEY CONTROL
 DO7909  ______________________________________________________________________
 DO7909* NAD 83(1986) POSITION- 44 33 30.56   (N) 092 29 22.89   (W)   HD_HELD1
 DO7909* NAVD 88 ORTHO HEIGHT -   226.193 (meters)      742.10  (feet) ADJUSTED
 DO7909  ______________________________________________________________________
 DO7909  GEOID HEIGHT    -        -30.270 (meters)                     GEOID18
 DO7909  DYNAMIC HEIGHT  -        226.160 (meters)      741.99  (feet) COMP
 DO7909  MODELED GRAVITY -    980,468.7   (mgal)                       NAVD 88
 DO7909
 DO7909  VERT ORDER      -  SECOND    CLASS I
 DO7909
 DO7909.The horizontal coordinates were determined by differentially corrected
 DO7909.hand held GPS observations or other comparable positioning techniques
 DO7909.and have an estimated accuracy of +/- 3 meters.
 DO7909
 DO7909.The orthometric height was determined by differential leveling and
 DO7909.adjusted by the NATIONAL GEODETIC SURVEY
 DO7909.in October 2013.
 DO7909
 DO7909.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO7909.GEOID18 height accuracy estimate available here.
 DO7909
 DO7909.Click photographs - Photos may exist for this station.
 DO7909
 DO7909.The dynamic height is computed by dividing the NAVD 88
 DO7909.geopotential number by the normal gravity value computed on the
 DO7909.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO7909.degrees latitude (g = 980.6199 gals.).
 DO7909
 DO7909.The modeled gravity was interpolated from observed gravity values.
 DO7909
 DO7909;                    North         East    Units  Estimated Accuracy
 DO7909;SPC MN S     -   274,274.3     919,977.9     MT  (+/- 3 meters HH1 GPS) 
 DO7909
 DO7909_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWK4052734032(NAD 83)
 DO7909
 DO7909                          SUPERSEDED SURVEY CONTROL
 DO7909
 DO7909.No superseded survey control is available for this station.
 DO7909
 DO7909_MARKER: DV = VERTICAL CONTROL DISK
 DO7909_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DO7909_SP_SET: BRIDGE RAILING
 DO7909_STAMPING: 2513 D 1986
 DO7909_MARK LOGO: MNDT
 DO7909_MAGNETIC: N = NO MAGNETIC MATERIAL
 DO7909_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DO7909_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DO7909+SATELLITE: SATELLITE OBSERVATIONS - October 16, 2023
 DO7909
 DO7909  HISTORY     - Date     Condition        Report By
 DO7909  HISTORY     - 19860401 MONUMENTED       MNDT
 DO7909  HISTORY     - 20110727 GOOD             MNDT
 DO7909  HISTORY     - 20170322 GOOD             MNDT
 DO7909  HISTORY     - 20231016 GOOD             MNDT
 DO7909
 DO7909                          STATION DESCRIPTION
 DO7909
 DO7909'DESCRIBED BY MN DEPT OF TRANSP 2011 (PJG)
 DO7909'THE MARK IS 2.65 MILES EAST OF RED WING, 2.65 MILES EAST ALONG TRUNK
 DO7909'HIGHWAY 61 FROM THE POST OFFICE IN RED WING, AT THE SOUTHEAST END OF
 DO7909'THE HIGHWAY OVERPASS FOR THE CHICAGO, MILWAUKEE, SAINT PAUL AND
 DO7909'PACIFIC RAILROAD, IN SOUTHEAST CORNER OF BRIDGE NUMBER 8776.
 DO7909
 DO7909                          STATION RECOVERY (2017)
 DO7909
 DO7909'RECOVERY NOTE BY MN DEPT OF TRANSP 2017 (KMS)
 DO7909'2.65 MI (4.26 KM) EAST OF RED WING, 2.45 MI (3.94 KM) EAST-SOUTHEAST
 DO7909'ALONG TRUNK HIGHWAY 61 FROM THE JUNCTION OF TRUNK HIGHWAY 61 AND TRUNK
 DO7909'HIGHWAY 58 IN RED WING, AT THE SOUTHEAST END OF A BRIDGE OVER A
 DO7909'RAILROAD, IN THE SOUTH CORNER OF BRIDGE NUMBER 8776.
 DO7909
 DO7909                          STATION RECOVERY (2023)
 DO7909
 DO7909'RECOVERY NOTE BY MN DEPT OF TRANSP 2023 (MJS)
 DO7909'2.65 MI (4.26 KM) EAST OF RED WING, 2.45 MI (3.94 KM) EAST-SOUTHEAST
 DO7909'ALONG TRUNK HIGHWAY 61 FROM THE JUNCTION OF TRUNK HIGHWAY 61 AND TRUNK
 DO7909'HIGHWAY 58 IN RED WING, AT THE SOUTHEAST END OF A BRIDGE OVER A
 DO7909'RAILROAD, IN THE SOUTH CORNER OF BRIDGE NUMBER 8776.
 DO7909'
 DO7909'THE SURVEY MARK HAS BEEN DEEMED UNSAFE DUE TO FALL RISK AND HAS BEEN
 DO7909'ABANDONED FOR MNDOT GEODETIC USE.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DN5952 ***********************************************************************
 DN5952  DESIGNATION -  2513 E
 DN5952  PID         -  DN5952
 DN5952  STATE/COUNTY-  MN/GOODHUE
 DN5952  COUNTRY     -  US
 DN5952  USGS QUAD   -  MAIDEN ROCK (2018)
 DN5952
 DN5952                         *CURRENT SURVEY CONTROL
 DN5952  ______________________________________________________________________
 DN5952* NAD 83(1986) POSITION- 44 30 24.24   (N) 092 19 56.97   (W)   HD_HELD1
 DN5952* NAVD 88 ORTHO HEIGHT -   214.004 (meters)      702.11  (feet) ADJUSTED
 DN5952  ______________________________________________________________________
 DN5952  GEOID HEIGHT    -        -30.304 (meters)                     GEOID18
 DN5952  DYNAMIC HEIGHT  -        213.976 (meters)      702.02  (feet) COMP
 DN5952  MODELED GRAVITY -    980,482.4   (mgal)                       NAVD 88
 DN5952
 DN5952  VERT ORDER      -  SECOND    CLASS I
 DN5952
 DN5952.The horizontal coordinates were determined by differentially corrected
 DN5952.hand held GPS observations or other comparable positioning techniques
 DN5952.and have an estimated accuracy of +/- 3 meters.
 DN5952
 DN5952.The orthometric height was determined by differential leveling and
 DN5952.adjusted by the NATIONAL GEODETIC SURVEY
 DN5952.in May 2019.
 DN5952
 DN5952.Significant digits in the geoid height do not necessarily reflect accuracy.
 DN5952.GEOID18 height accuracy estimate available here.
 DN5952
 DN5952.Click photographs - Photos may exist for this station.
 DN5952
 DN5952.The dynamic height is computed by dividing the NAVD 88
 DN5952.geopotential number by the normal gravity value computed on the
 DN5952.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN5952.degrees latitude (g = 980.6199 gals.).
 DN5952
 DN5952.The modeled gravity was interpolated from observed gravity values.
 DN5952
 DN5952;                    North         East    Units  Estimated Accuracy
 DN5952;SPC MN S     -   268,767.5     932,581.4     MT  (+/- 3 meters HH1 GPS) 
 DN5952
 DN5952_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWK5305928373(NAD 83)
 DN5952
 DN5952                          SUPERSEDED SURVEY CONTROL
 DN5952
 DN5952  NAVD 88 (06/13/12)  213.996  (m)          702.09   (f) SUPERSEDED  2 1
 DN5952
 DN5952.Superseded values are not recommended for survey control.
 DN5952
 DN5952.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN5952.See file dsdata.pdf to determine how the superseded data were derived.
 DN5952
 DN5952_MARKER: DB = BENCH MARK DISK
 DN5952_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DN5952_SP_SET: BRIDGE ABUTMENT
 DN5952_STAMPING: 2513 E 1979
 DN5952_MARK LOGO: MNHD
 DN5952_MAGNETIC: N = NO MAGNETIC MATERIAL
 DN5952_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DN5952_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DN5952+SATELLITE: SATELLITE OBSERVATIONS - October 10, 2023
 DN5952
 DN5952  HISTORY     - Date     Condition        Report By
 DN5952  HISTORY     - 19750401 MONUMENTED       MNHD
 DN5952  HISTORY     - 20100322 GOOD             MNDT
 DN5952  HISTORY     - 20170322 GOOD             MNDT
 DN5952  HISTORY     - 20231010 GOOD             MNDT
 DN5952
 DN5952                          STATION DESCRIPTION
 DN5952
 DN5952'DESCRIBED BY MN DEPT OF TRANSP 2010 (DRB)
 DN5952'THE MARK IS 1.2 MI (1.9 KM) EAST-SOUTHEAST OF FRONTENAC.
 DN5952'
 DN5952'TO REACH THE MARK GO 1.2 MI (1.9 KM) EAST-SOUTHEAST ON TRUNK HIGHWAY
 DN5952'61 FROM THE JUNCTION TRUNK HIGHWAY 61 AND COUNTY ROAD 2 (NORTH) IN
 DN5952'FRONTENAC, IN ABUTMENT AT THE SOUTHEAST CORNER OF TRUNK HIGHWAY 61
 DN5952'BRIDGE NUMBER 25008 OVER WELLS CREEK.
 DN5952'
 DN5952'IT IS 25 FT (7.6 M) SOUTH OF TRUNK HIGHWAY 61.  DISK SET IN BRIDGE
 DN5952'WHEN BUILT IN 1975 THEN USED IN 2010.
 DN5952
 DN5952                          STATION RECOVERY (2017)
 DN5952
 DN5952'RECOVERY NOTE BY MN DEPT OF TRANSP 2017 (KDJ)
 DN5952'RECOVERED AS DESCRIBED.
 DN5952
 DN5952                          STATION RECOVERY (2023)
 DN5952
 DN5952'RECOVERY NOTE BY MN DEPT OF TRANSP 2023 (MJS)
 DN5952'1.2 MI (1.9 KM) EAST-SOUTHEAST OF FRONTENAC, 1.2 MI (1.9 KM)
 DN5952'EAST-SOUTHEAST ALONG TRUNK HIGHWAY 61 FROM THE JUNCTION OF TRUNK
 DN5952'HIGHWAY 61 AND COUNTY ROAD 2 NORTH IN FRONTENAC, IN THE ABUTMENT IN
 DN5952'THE SOUTHEAST CORNER OF TRUNK HIGHWAY 61 BRIDGE NUMBER 25008 OVER
 DN5952'WELLS CREEK, 25.0 FT (7.6 M) SOUTH OF TRUNK HIGHWAY 61.
 DN5952'
 DN5952'THE SURVEY MARK HAS BEEN DEEMED UNSAFE DUE TO FALL RISK AND HAS BEEN
 DN5952'ABANDONED FOR MNDOT GEODETIC USE.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DN1708 ***********************************************************************
 DN1708  DESIGNATION -  2513 G
 DN1708  PID         -  DN1708
 DN1708  STATE/COUNTY-  MN/GOODHUE
 DN1708  COUNTRY     -  US
 DN1708  USGS QUAD   -  LAKE CITY (2019)
 DN1708
 DN1708                         *CURRENT SURVEY CONTROL
 DN1708  ______________________________________________________________________
 DN1708* NAD 83(2011) POSITION- 44 29 03.80020(N) 092 18 28.81738(W)   ADJUSTED
 DN1708* NAD 83(2011) ELLIP HT-   181.827 (meters)        (06/27/12)   ADJUSTED
 DN1708* NAD 83(2011) EPOCH   -  2010.00
 DN1708* NAVD 88 ORTHO HEIGHT -   212.126 (meters)      695.95  (feet) ADJUSTED
 DN1708  ______________________________________________________________________
 DN1708  GEOID HEIGHT    -        -30.300 (meters)                     GEOID18
 DN1708  NAD 83(2011) X  -   -183,559.158 (meters)                     COMP
 DN1708  NAD 83(2011) Y  - -4,554,356.093 (meters)                     COMP
 DN1708  NAD 83(2011) Z  -  4,446,778.136 (meters)                     COMP
 DN1708  LAPLACE CORR    -         -0.68  (seconds)                    DEFLEC18
 DN1708  DYNAMIC HEIGHT  -        212.098 (meters)      695.86  (feet) COMP
 DN1708  MODELED GRAVITY -    980,478.6   (mgal)                       NAVD 88
 DN1708
 DN1708  VERT ORDER      -  SECOND    CLASS I
 DN1708
 DN1708  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DN1708  Standards:
 DN1708         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DN1708            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DN1708  -------------------------------------------------------------------
 DN1708  NETWORK    0.24   0.41           0.11   0.08   0.21      0.09406092
 DN1708  -------------------------------------------------------------------
 DN1708  Click here for local accuracies and other accuracy information.
 DN1708
 DN1708.The horizontal coordinates were established by GPS observations
 DN1708.and adjusted by the National Geodetic Survey in June 2012.
 DN1708
 DN1708.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DN1708.been affixed to the stable North American tectonic plate. See 
 DN1708.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DN1708
 DN1708.The horizontal coordinates are valid at the epoch date displayed above
 DN1708.which is a decimal equivalence of Year/Month/Day.
 DN1708
 DN1708.The orthometric height was determined by differential leveling and
 DN1708.adjusted by the NATIONAL GEODETIC SURVEY
 DN1708.in May 2019.
 DN1708
 DN1708.Significant digits in the geoid height do not necessarily reflect accuracy.
 DN1708.GEOID18 height accuracy estimate available here.
 DN1708
 DN1708.Click photographs - Photos may exist for this station.
 DN1708
 DN1708.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DN1708
 DN1708.The Laplace correction was computed from DEFLEC18 derived deflections.
 DN1708
 DN1708.The ellipsoidal height was determined by GPS observations
 DN1708.and is referenced to NAD 83.
 DN1708
 DN1708.The dynamic height is computed by dividing the NAVD 88
 DN1708.geopotential number by the normal gravity value computed on the
 DN1708.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN1708.degrees latitude (g = 980.6199 gals.).
 DN1708
 DN1708.The modeled gravity was interpolated from observed gravity values.
 DN1708
 DN1708. The following values were computed from the NAD 83(2011) position.
 DN1708
 DN1708;                    North         East     Units Scale Factor Converg.
 DN1708;SPC MN S     -   266,325.249   934,579.438   MT  0.99992208   +1 11 09.5
 DN1708;SPC MN S     -   873,768.75  3,066,199.37   sFT  0.99992208   +1 11 09.5
 DN1708;UTM  15      - 4,925,907.994   555,026.763   MT  0.99963724   +0 29 05.7
 DN1708
 DN1708!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DN1708!SPC MN S     -   0.99997149  x   0.99992208  =   0.99989357
 DN1708!UTM  15      -   0.99997149  x   0.99963724  =   0.99960874
 DN1708
 DN1708:                Primary Azimuth Mark                     Grid Az
 DN1708:SPC MN S     -  2513 H                                   336 31 15.8
 DN1708:UTM  15      -  2513 H                                   337 13 19.6
 DN1708
 DN1708_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWK5502625907(NAD 83)
 DN1708
 DN1708|---------------------------------------------------------------------|
 DN1708| PID    Reference Object                     Distance      Geod. Az  |
 DN1708|                                                           dddmmss.s |
 DN1708| DN1709 2513 H                              APPROX. 1.6 KM 3374225.3 |
 DN1708|---------------------------------------------------------------------|
 DN1708
 DN1708                          SUPERSEDED SURVEY CONTROL
 DN1708
 DN1708  NAD 83(2007)-  44 29 03.80032(N)    092 18 28.81840(W) AD(2002.00) 1
 DN1708  ELLIP H (07/18/11)  181.861  (m)                       GP(2002.00) 4 1
 DN1708  NAVD 88 (06/13/12)  212.123  (m)          695.94   (f) SUPERSEDED  2 1
 DN1708  NAVD 88             212.12   (m)          695.9    (f) LEVELING    3  
 DN1708
 DN1708.Superseded values are not recommended for survey control.
 DN1708
 DN1708.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN1708.See file dsdata.pdf to determine how the superseded data were derived.
 DN1708
 DN1708_MARKER: I = METAL ROD
 DN1708_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DN1708_STAMPING: 2513 G 2010
 DN1708_MARK LOGO: MNDT
 DN1708_PROJECTION: RECESSED 3 CENTIMETERS
 DN1708_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DN1708_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DN1708_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DN1708+SATELLITE: SATELLITE OBSERVATIONS - October 05, 2023
 DN1708_ROD/PIPE-DEPTH: 18.3 meters
 DN1708
 DN1708  HISTORY     - Date     Condition        Report By
 DN1708  HISTORY     - 20100511 MONUMENTED       MNDT
 DN1708  HISTORY     - 20170321 GOOD             MNDT
 DN1708  HISTORY     - 20200423 GOOD             MNDT
 DN1708  HISTORY     - 20231005 GOOD             MNDT
 DN1708
 DN1708                          STATION DESCRIPTION
 DN1708
 DN1708'DESCRIBED BY MN DEPT OF TRANSP 2010
 DN1708'3.2 MILES NORTHWEST OF LAKE CITY, 3.2 MILES NORTHWEST ALONG TRUNK
 DN1708'HIGHWAY 61 FROM THE JUNCTION OF TRUNK HIGHWAY 61 AND TRUNK HIGHWAY 63
 DN1708'IN LAKE CITY, AT TRUNK HIGHWAY 61 MILEPOINT 77.25, 54.8 FEET WEST OF
 DN1708'TRUNK HIGHWAY 61, 23.2 FEET NORTHEAST OF POWER POLE, 20.8 FEET SOUTH
 DN1708'OF ENTRANCE, 27.4 FEET NORTHEAST OF CABLE BOX NUMBER 1000, 3.6 FEET
 DN1708'NORTH OF WITNESS POST.
 DN1708
 DN1708                          STATION RECOVERY (2017)
 DN1708
 DN1708'RECOVERY NOTE BY MN DEPT OF TRANSP 2017 (KDJ)
 DN1708'THE STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM ROD
 DN1708'DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION REMOVABLE DISK
 DN1708'SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH PVC
 DN1708'PIPE BACK FILLED WITH WASHED SAND.
 DN1708
 DN1708                          STATION RECOVERY (2020)
 DN1708
 DN1708'RECOVERY NOTE BY MN DEPT OF TRANSP 2020 (SEL)
 DN1708'RECOVERED IN GOOD CONDITION.
 DN1708
 DN1708                          STATION RECOVERY (2023)
 DN1708
 DN1708'RECOVERY NOTE BY MN DEPT OF TRANSP 2023 (MJS)
 DN1708'3.2 MI (5.1 KM) NORTHWEST OF LAKE CITY, 3.2 MI (5.1 KM) NORTHWEST
 DN1708'ALONG TRUNK HIGHWAY 61 FROM THE JUNCTION OF TRUNK HIGHWAY 61 AND TRUNK
 DN1708'HIGHWAY 63 IN LAKE CITY, AT TRUNK HIGHWAY 61 MILE POINT 77.25, 54.8 FT
 DN1708'(16.7 M) WEST OF TRUNK HIGHWAY 61, 23.2 FT (7.1 M) NORTHEAST OF A
 DN1708'POWER POLE, 20.8 FT (6.3 M) SOUTH OF AN ENTRANCE, 27.4 FT (8.4 M)
 DN1708'NORTHEAST OF CABLE BOX NUMBER 1000, 3.6 FT (1.1 M) NORTH OF A WITNESS
 DN1708'POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DN1709 ***********************************************************************
 DN1709  DESIGNATION -  2513 H
 DN1709  PID         -  DN1709
 DN1709  STATE/COUNTY-  MN/GOODHUE
 DN1709  COUNTRY     -  US
 DN1709  USGS QUAD   -  LAKE CITY (2019)
 DN1709
 DN1709                         *CURRENT SURVEY CONTROL
 DN1709  ______________________________________________________________________
 DN1709* NAD 83(2011) POSITION- 44 29 52.65474(N) 092 18 56.80323(W)   ADJUSTED
 DN1709* NAD 83(2011) ELLIP HT-   177.745 (meters)        (06/27/12)   ADJUSTED
 DN1709* NAD 83(2011) EPOCH   -  2010.00
 DN1709* NAVD 88 ORTHO HEIGHT -   208.049 (meters)      682.57  (feet) ADJUSTED
 DN1709  ______________________________________________________________________
 DN1709  GEOID HEIGHT    -        -30.304 (meters)                     GEOID18
 DN1709  NAD 83(2011) X  -   -184,134.267 (meters)                     COMP
 DN1709  NAD 83(2011) Y  - -4,553,272.263 (meters)                     COMP
 DN1709  NAD 83(2011) Z  -  4,447,851.052 (meters)                     COMP
 DN1709  LAPLACE CORR    -         -0.49  (seconds)                    DEFLEC18
 DN1709  DYNAMIC HEIGHT  -        208.022 (meters)      682.49  (feet) COMP
 DN1709  MODELED GRAVITY -    980,480.2   (mgal)                       NAVD 88
 DN1709
 DN1709  VERT ORDER      -  SECOND    CLASS I
 DN1709
 DN1709  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DN1709  Standards:
 DN1709         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DN1709            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DN1709  -------------------------------------------------------------------
 DN1709  NETWORK    0.24   0.41           0.11   0.08   0.21      0.09432864
 DN1709  -------------------------------------------------------------------
 DN1709  Click here for local accuracies and other accuracy information.
 DN1709
 DN1709.The horizontal coordinates were established by GPS observations
 DN1709.and adjusted by the National Geodetic Survey in June 2012.
 DN1709
 DN1709.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DN1709.been affixed to the stable North American tectonic plate. See 
 DN1709.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DN1709
 DN1709.The horizontal coordinates are valid at the epoch date displayed above
 DN1709.which is a decimal equivalence of Year/Month/Day.
 DN1709
 DN1709.The orthometric height was determined by differential leveling and
 DN1709.adjusted by the NATIONAL GEODETIC SURVEY
 DN1709.in May 2019.
 DN1709
 DN1709.Significant digits in the geoid height do not necessarily reflect accuracy.
 DN1709.GEOID18 height accuracy estimate available here.
 DN1709
 DN1709.Click photographs - Photos may exist for this station.
 DN1709
 DN1709.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DN1709
 DN1709.The Laplace correction was computed from DEFLEC18 derived deflections.
 DN1709
 DN1709.The ellipsoidal height was determined by GPS observations
 DN1709.and is referenced to NAD 83.
 DN1709
 DN1709.The dynamic height is computed by dividing the NAVD 88
 DN1709.geopotential number by the normal gravity value computed on the
 DN1709.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN1709.degrees latitude (g = 980.6199 gals.).
 DN1709
 DN1709.The modeled gravity was interpolated from observed gravity values.
 DN1709
 DN1709. The following values were computed from the NAD 83(2011) position.
 DN1709
 DN1709;                    North         East     Units Scale Factor Converg.
 DN1709;SPC MN S     -   267,820.044   933,930.136   MT  0.99992204   +1 10 49.9
 DN1709;SPC MN S     -   878,672.93  3,064,069.12   sFT  0.99992204   +1 10 49.9
 DN1709;UTM  15      - 4,927,410.192   554,395.978   MT  0.99963639   +0 28 46.5
 DN1709
 DN1709!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DN1709!SPC MN S     -   0.99997213  x   0.99992204  =   0.99989417
 DN1709!UTM  15      -   0.99997213  x   0.99963639  =   0.99960853
 DN1709
 DN1709:                Primary Azimuth Mark                     Grid Az
 DN1709:SPC MN S     -  2513 G                                   156 31 15.8
 DN1709:UTM  15      -  2513 G                                   157 13 19.2
 DN1709
 DN1709_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWK5439527410(NAD 83)
 DN1709
 DN1709|---------------------------------------------------------------------|
 DN1709| PID    Reference Object                     Distance      Geod. Az  |
 DN1709|                                                           dddmmss.s |
 DN1709| DN1708 2513 G                              APPROX. 1.6 KM 1574205.7 |
 DN1709|---------------------------------------------------------------------|
 DN1709
 DN1709                          SUPERSEDED SURVEY CONTROL
 DN1709
 DN1709  NAD 83(2007)-  44 29 52.65486(N)    092 18 56.80428(W) AD(2002.00) 1
 DN1709  ELLIP H (07/18/11)  177.778  (m)                       GP(2002.00) 4 1
 DN1709  NAVD 88 (06/13/12)  208.044  (m)          682.56   (f) SUPERSEDED  2 1
 DN1709  NAVD 88             208.04   (m)          682.5    (f) LEVELING    3  
 DN1709
 DN1709.Superseded values are not recommended for survey control.
 DN1709
 DN1709.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN1709.See file dsdata.pdf to determine how the superseded data were derived.
 DN1709
 DN1709_MARKER: I = METAL ROD
 DN1709_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DN1709_STAMPING: 2513 H 2010
 DN1709_MARK LOGO: MNDT
 DN1709_PROJECTION: RECESSED 3 CENTIMETERS
 DN1709_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DN1709_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DN1709_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DN1709+SATELLITE: SATELLITE OBSERVATIONS - October 10, 2023
 DN1709_ROD/PIPE-DEPTH: 16.8 meters
 DN1709
 DN1709  HISTORY     - Date     Condition        Report By
 DN1709  HISTORY     - 20100511 MONUMENTED       MNDT
 DN1709  HISTORY     - 20100621 GOOD             MNDT
 DN1709  HISTORY     - 20170321 GOOD             MNDT
 DN1709  HISTORY     - 20191030 GOOD             MNDT
 DN1709  HISTORY     - 20231010 GOOD             MNDT
 DN1709
 DN1709                          STATION DESCRIPTION
 DN1709
 DN1709'DESCRIBED BY MN DEPT OF TRANSP 2010
 DN1709'THE STATION MARK CONSISTS OF A 3/4 INCH (19 MM) DIAMETER
 DN1709'ALUMINUM ROD DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL MARK
 DN1709'REMOVABLE DISK SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY
 DN1709'A SIX-INCH PVC PIPE BACKFILLED WITH WASHED SAND.
 DN1709
 DN1709                          STATION RECOVERY (2010)
 DN1709
 DN1709'RECOVERY NOTE BY MN DEPT OF TRANSP 2010 (DGL)
 DN1709'4.2 MILES NORTHWEST ON TRUNK HIGHWAY 61 AND TRUNK HIGHWAY 63 FROM THE
 DN1709'SOUTHEAST JUNCTION OF TRUNK HIGHWAY 61 AND TRUNK HIGHWAY 63 IN LAKE
 DN1709'CITY, AT TRUNK HIGHWAY 61 MILEPOINT 78.3, 72.3 FEET WEST OF TRUNK
 DN1709'HIGHWAY 61, 80.0 FEET SOUTH OF ENTRANCE, 16.5 FEET SOUTHEAST OF POWER
 DN1709'POLE, 16.8 FEET SOUTHEAST OF RIGHT OF WAY POST, 2.5 FEET EAST OF
 DN1709'WITNESS POST.
 DN1709
 DN1709                          STATION RECOVERY (2017)
 DN1709
 DN1709'RECOVERY NOTE BY MN DEPT OF TRANSP 2017 (KDJ)
 DN1709'RECOVERED IN GOOD CONDITION.
 DN1709
 DN1709                          STATION RECOVERY (2019)
 DN1709
 DN1709'RECOVERY NOTE BY MN DEPT OF TRANSP 2019 (MPP)
 DN1709'4.2 MI (6.8 KM) NORTHWEST OF LAKE CITY, 4.2 MI (6.8 KM) NORTHWEST
 DN1709'ALONG TRUNK HIGHWAY 61 AND TRUNK HIGHWAY 63 FROM THE SOUTHEAST
 DN1709'JUNCTION OF TRUNK HIGHWAY 61 AND TRUNK HIGHWAY 63 IN LAKE CITY, AT
 DN1709'TRUNK HIGHWAY 61 MILE POINT 78.3, 72.3 FT (22.0 M) WEST OF TRUNK
 DN1709'HIGHWAY 61, 80.0 FT (24.4 M) SOUTH OF AN ENTRANCE, 16.5 FT (5.0 M)
 DN1709'SOUTHEAST OF A POWER POLE, 16.8 FT (5.1 M) SOUTHEAST OF A RIGHT-OF-WAY
 DN1709'POST, 2.5 FT (0.8 M) EAST OF A WITNESS POST.
 DN1709
 DN1709                          STATION RECOVERY (2023)
 DN1709
 DN1709'RECOVERY NOTE BY MN DEPT OF TRANSP 2023 (MJS)
 DN1709'4.2 MI (6.8 KM) NORTHWEST OF LAKE CITY, 4.2 MI (6.8 KM) NORTHWEST
 DN1709'ALONG TRUNK HIGHWAY 61 AND TRUNK HIGHWAY 63 FROM THE SOUTHEAST
 DN1709'JUNCTION OF TRUNK HIGHWAY 61 AND TRUNK HIGHWAY 63 IN LAKE CITY, AT
 DN1709'TRUNK HIGHWAY 61 MILE POINT 78.3, 72.3 FT (22.0 M) WEST OF TRUNK
 DN1709'HIGHWAY 61, 80.0 FT (24.4 M) SOUTH OF AN ENTRANCE, 16.5 FT (5.0 M)
 DN1709'SOUTHEAST OF A POWER POLE, 16.8 FT (5.1 M) SOUTHEAST OF A RIGHT-OF-WAY
 DN1709'POST, 2.5 FT (0.8 M) EAST OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DQ8902 ***********************************************************************
 DQ8902  DESIGNATION -  2513 J
 DQ8902  PID         -  DQ8902
 DQ8902  STATE/COUNTY-  MN/GOODHUE
 DQ8902  COUNTRY     -  US
 DQ8902  USGS QUAD   -  LAKE CITY (2019)
 DQ8902
 DQ8902                         *CURRENT SURVEY CONTROL
 DQ8902  ______________________________________________________________________
 DQ8902* NAD 83(1986) POSITION- 44 28 27.66   (N) 092 18 00.24   (W)   HD_HELD1
 DQ8902* NAVD 88 ORTHO HEIGHT -   205.768 (meters)      675.09  (feet) ADJUSTED
 DQ8902  ______________________________________________________________________
 DQ8902  GEOID HEIGHT    -        -30.297 (meters)                     GEOID18
 DQ8902  DYNAMIC HEIGHT  -        205.740 (meters)      675.00  (feet) COMP
 DQ8902  MODELED GRAVITY -    980,478.6   (mgal)                       NAVD 88
 DQ8902
 DQ8902  VERT ORDER      -  SECOND    CLASS I
 DQ8902
 DQ8902.The horizontal coordinates were determined by differentially corrected
 DQ8902.hand held GPS observations or other comparable positioning techniques
 DQ8902.and have an estimated accuracy of +/- 3 meters.
 DQ8902
 DQ8902.The orthometric height was determined by differential leveling and
 DQ8902.adjusted by the NATIONAL GEODETIC SURVEY
 DQ8902.in May 2019.
 DQ8902
 DQ8902.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ8902.GEOID18 height accuracy estimate available here.
 DQ8902
 DQ8902.Click photographs - Photos may exist for this station.
 DQ8902
 DQ8902.The dynamic height is computed by dividing the NAVD 88
 DQ8902.geopotential number by the normal gravity value computed on the
 DQ8902.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ8902.degrees latitude (g = 980.6199 gals.).
 DQ8902
 DQ8902.The modeled gravity was interpolated from observed gravity values.
 DQ8902
 DQ8902;                    North         East    Units  Estimated Accuracy
 DQ8902;SPC MN S     -   265,223.1     935,233.9     MT  (+/- 3 meters HH1 GPS) 
 DQ8902
 DQ8902_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWK5566724798(NAD 83)
 DQ8902
 DQ8902                          SUPERSEDED SURVEY CONTROL
 DQ8902
 DQ8902.No superseded survey control is available for this station.
 DQ8902
 DQ8902_MARKER: F = FLANGE-ENCASED ROD
 DQ8902_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DQ8902_STAMPING: 2513 J 2017
 DQ8902_MARK LOGO: MNDT
 DQ8902_PROJECTION: RECESSED 5 CENTIMETERS
 DQ8902_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DQ8902_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ8902_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ8902+SATELLITE: SATELLITE OBSERVATIONS - April 18, 2017
 DQ8902_ROD/PIPE-DEPTH: 33.2 meters
 DQ8902
 DQ8902  HISTORY     - Date     Condition        Report By
 DQ8902  HISTORY     - 20170418 MONUMENTED       MNDT
 DQ8902
 DQ8902                          STATION DESCRIPTION
 DQ8902
 DQ8902'DESCRIBED BY MN DEPT OF TRANSP 2017
 DQ8902'THE MARK IS LOCATED ABOUT IN LAKE CITY.
 DQ8902'
 DQ8902'TO REACH THE MARK GO 2.4 MI (3.9 KM) NORTHWEST ALONG TRUNK HIGHWAY 61
 DQ8902'FROM THE JUNCTION OF TRUNK HIGHWAY 61 AND TRUNK HIGHWAY 63 IN LAKE
 DQ8902'CITY, AT TRUNK HIGHWAY 61 MILE POINT 76.4.
 DQ8902'
 DQ8902'THE MARK IS 49.5 FT (15.1 M) EAST-NORTHEAST OF TRUNK HIGHWAY 61, 77.1
 DQ8902'FT (23.5 M) NORTH-NORTHWEST OF A PUBLIC ACCESS ENTRANCE, 1.5 FT (0.5
 DQ8902'M) WEST-SOUTHWEST OF A WITNESS POST.
 DQ8902'
 DQ8902'NOTE-THE STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM ROD
 DQ8902'DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION REMOVABLE DISK
 DQ8902'SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH PVC
 DQ8902'PIPE BACK FILLED WITH WASHED SAND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DQ8899 ***********************************************************************
 DQ8899  DESIGNATION -  2513 K
 DQ8899  PID         -  DQ8899
 DQ8899  STATE/COUNTY-  MN/GOODHUE
 DQ8899  COUNTRY     -  US
 DQ8899  USGS QUAD   -  MAIDEN ROCK (2018)
 DQ8899
 DQ8899                         *CURRENT SURVEY CONTROL
 DQ8899  ______________________________________________________________________
 DQ8899* NAD 83(1986) POSITION- 44 30 34.27   (N) 092 20 52.89   (W)   HD_HELD1
 DQ8899* NAVD 88 ORTHO HEIGHT -   220.119 (meters)      722.17  (feet) ADJUSTED
 DQ8899  ______________________________________________________________________
 DQ8899  GEOID HEIGHT    -        -30.302 (meters)                     GEOID18
 DQ8899  DYNAMIC HEIGHT  -        220.090 (meters)      722.08  (feet) COMP
 DQ8899  MODELED GRAVITY -    980,482.9   (mgal)                       NAVD 88
 DQ8899
 DQ8899  VERT ORDER      -  SECOND    CLASS I
 DQ8899
 DQ8899.The horizontal coordinates were determined by differentially corrected
 DQ8899.hand held GPS observations or other comparable positioning techniques
 DQ8899.and have an estimated accuracy of +/- 3 meters.
 DQ8899
 DQ8899.The orthometric height was determined by differential leveling and
 DQ8899.adjusted by the NATIONAL GEODETIC SURVEY
 DQ8899.in May 2019.
 DQ8899
 DQ8899.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ8899.GEOID18 height accuracy estimate available here.
 DQ8899
 DQ8899.Click photographs - Photos may exist for this station.
 DQ8899
 DQ8899.The dynamic height is computed by dividing the NAVD 88
 DQ8899.geopotential number by the normal gravity value computed on the
 DQ8899.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ8899.degrees latitude (g = 980.6199 gals.).
 DQ8899
 DQ8899.The modeled gravity was interpolated from observed gravity values.
 DQ8899
 DQ8899;                    North         East    Units  Estimated Accuracy
 DQ8899;SPC MN S     -   269,051.9     931,340.3     MT  (+/- 3 meters HH1 GPS) 
 DQ8899
 DQ8899_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWK5182228673(NAD 83)
 DQ8899
 DQ8899                          SUPERSEDED SURVEY CONTROL
 DQ8899
 DQ8899.No superseded survey control is available for this station.
 DQ8899
 DQ8899_MARKER: F = FLANGE-ENCASED ROD
 DQ8899_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DQ8899_STAMPING: 2513 K 2017
 DQ8899_MARK LOGO: MNDT
 DQ8899_PROJECTION: RECESSED 8 CENTIMETERS
 DQ8899_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DQ8899_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ8899_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ8899+SATELLITE: SATELLITE OBSERVATIONS - April 18, 2017
 DQ8899_ROD/PIPE-DEPTH: 7.0 meters
 DQ8899
 DQ8899  HISTORY     - Date     Condition        Report By
 DQ8899  HISTORY     - 20170418 MONUMENTED       MNDT
 DQ8899
 DQ8899                          STATION DESCRIPTION
 DQ8899
 DQ8899'DESCRIBED BY MN DEPT OF TRANSP 2017
 DQ8899'THE MARK IS LOCATED ABOUT 5.25 MI (8.45 KM) NORTHWEST OF LAKE CITY.
 DQ8899'
 DQ8899'TO REACH THE MARK GO 6.1 MI (9.8 KM) NORTHWEST ALONG TRUNK HIGHWAY 61
 DQ8899'FROM THE JUNCTION OF TRUNK HIGHWAY 61 AND TRUNK HIGHWAY 63 IN LAKE
 DQ8899'CITY, AT TRUNK HIGHWAY 61 MILE POINT 80.3.
 DQ8899'
 DQ8899'THE MARK IS LOCATED 87.9 FT (26.8 M) NORTH-NORTHEAST OF TRUNK HIGHWAY
 DQ8899'61, 22.8 FT (6.9 M) SOUTH-SOUTHWEST OF A RIGHT-OF-WAY POST, 1.5 FT
 DQ8899'(0.5 M) SOUTH-SOUTHWEST OF A WITNESS POST.
 DQ8899'
 DQ8899'NOTE-THE STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM ROD
 DQ8899'DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION REMOVABLE DISK
 DQ8899'SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH PVC
 DQ8899'PIPE BACK FILLED WITH WASHED SAND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DQ8894 ***********************************************************************
 DQ8894  DESIGNATION -  2513 N
 DQ8894  PID         -  DQ8894
 DQ8894  STATE/COUNTY-  MN/GOODHUE
 DQ8894  COUNTRY     -  US
 DQ8894  USGS QUAD   -  BAY CITY (2018)
 DQ8894
 DQ8894                         *CURRENT SURVEY CONTROL
 DQ8894  ______________________________________________________________________
 DQ8894* NAD 83(1986) POSITION- 44 32 41.40   (N) 092 25 49.03   (W)   HD_HELD1
 DQ8894* NAVD 88 ORTHO HEIGHT -   209.749 (meters)      688.15  (feet) ADJUSTED
 DQ8894  ______________________________________________________________________
 DQ8894  GEOID HEIGHT    -        -30.297 (meters)                     GEOID18
 DQ8894  DYNAMIC HEIGHT  -        209.718 (meters)      688.05  (feet) COMP
 DQ8894  MODELED GRAVITY -    980,464.9   (mgal)                       NAVD 88
 DQ8894
 DQ8894  VERT ORDER      -  SECOND    CLASS I
 DQ8894
 DQ8894.The horizontal coordinates were determined by differentially corrected
 DQ8894.hand held GPS observations or other comparable positioning techniques
 DQ8894.and have an estimated accuracy of +/- 3 meters.
 DQ8894
 DQ8894.The orthometric height was determined by differential leveling and
 DQ8894.adjusted by the NATIONAL GEODETIC SURVEY
 DQ8894.in May 2019.
 DQ8894
 DQ8894.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ8894.GEOID18 height accuracy estimate available here.
 DQ8894
 DQ8894.Click photographs - Photos may exist for this station.
 DQ8894
 DQ8894.The dynamic height is computed by dividing the NAVD 88
 DQ8894.geopotential number by the normal gravity value computed on the
 DQ8894.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ8894.degrees latitude (g = 980.6199 gals.).
 DQ8894
 DQ8894.The modeled gravity was interpolated from observed gravity values.
 DQ8894
 DQ8894;                    North         East    Units  Estimated Accuracy
 DQ8894;SPC MN S     -   272,846.2     924,725.6     MT  (+/- 3 meters HH1 GPS) 
 DQ8894
 DQ8894_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWK4525632547(NAD 83)
 DQ8894
 DQ8894                          SUPERSEDED SURVEY CONTROL
 DQ8894
 DQ8894.No superseded survey control is available for this station.
 DQ8894
 DQ8894_MARKER: I = METAL ROD
 DQ8894_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DQ8894_STAMPING: 2513 N 2017
 DQ8894_MARK LOGO: MNDT
 DQ8894_PROJECTION: RECESSED 8 CENTIMETERS
 DQ8894_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DQ8894_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ8894_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ8894+SATELLITE: SATELLITE OBSERVATIONS - October 10, 2023
 DQ8894_ROD/PIPE-DEPTH: 17.7 meters
 DQ8894
 DQ8894  HISTORY     - Date     Condition        Report By
 DQ8894  HISTORY     - 20170417 MONUMENTED       MNDT
 DQ8894  HISTORY     - 20200423 GOOD             MNDT
 DQ8894  HISTORY     - 20231010 GOOD             MNDT
 DQ8894
 DQ8894                          STATION DESCRIPTION
 DQ8894
 DQ8894'DESCRIBED BY MN DEPT OF TRANSP 2017
 DQ8894'THE MARK IS LOCATED ABOUT 6.0 MI (9.7 KM) SOUTHEAST OF RED WING.
 DQ8894'
 DQ8894'TO REACH THE MARK GO 5.5 MI (8.8 KM) SOUTHEAST ALONG TRUNK HIGHWAY 61
 DQ8894'FROM THE JUNCTION OF TRUNK HIGHWAY 61 AND TRUNK HIGHWAY 58 IN RED
 DQ8894'WING, AT TRUNK HIGHWAY 61 MILE POINT 85.45.
 DQ8894'
 DQ8894'THE MARK IS 115.9 FT (35.3 M) NORTH-NORTHEAST OF NORTHBOUND TRUNK
 DQ8894'HIGHWAY 61, 28.0 FT (8.5 M) EAST OF WACOUTA ROAD, 1.5 FT (0.5 M)
 DQ8894'SOUTH-SOUTHWEST OF A WITNESS POST.
 DQ8894'
 DQ8894'NOTE-THE STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM ROD
 DQ8894'DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION REMOVABLE DISK
 DQ8894'SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH PVC
 DQ8894'PIPE BACK FILLED WITH WASHED SAND.
 DQ8894
 DQ8894                          STATION RECOVERY (2020)
 DQ8894
 DQ8894'RECOVERY NOTE BY MN DEPT OF TRANSP 2020 (SEL)
 DQ8894'RECOVERED IN GOOD CONDITION.
 DQ8894
 DQ8894                          STATION RECOVERY (2023)
 DQ8894
 DQ8894'RECOVERY NOTE BY MN DEPT OF TRANSP 2023 (MJS)
 DQ8894'6.0 MI (9.7 KM) SOUTHEAST OF RED WING, 5.5 MI (8.8 KM) SOUTHEAST ALONG
 DQ8894'TRUNK HIGHWAY 61 FROM THE JUNCTION OF TRUNK HIGHWAY 61 AND TRUNK
 DQ8894'HIGHWAY 58 IN RED WING, AT TRUNK HIGHWAY 61 MILE POINT 85.45, 115.9 FT
 DQ8894'(35.3 M) NORTH-NORTHEAST OF NORTHBOUND TRUNK HIGHWAY 61, 28.0 FT (8.5
 DQ8894'M) EAST OF WACOUTA ROAD, 1.5 FT (0.5 M) SOUTH-SOUTHWEST OF A WITNESS
 DQ8894'POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DQ8891 ***********************************************************************
 DQ8891  DESIGNATION -  2513 P
 DQ8891  PID         -  DQ8891
 DQ8891  STATE/COUNTY-  MN/GOODHUE
 DQ8891  COUNTRY     -  US
 DQ8891  USGS QUAD   -  BAY CITY (2018)
 DQ8891
 DQ8891                         *CURRENT SURVEY CONTROL
 DQ8891  ______________________________________________________________________
 DQ8891* NAD 83(1986) POSITION- 44 33 18.28   (N) 092 28 23.41   (W)   HD_HELD1
 DQ8891* NAVD 88 ORTHO HEIGHT -   224.109 (meters)      735.26  (feet) ADJUSTED
 DQ8891  ______________________________________________________________________
 DQ8891  GEOID HEIGHT    -        -30.279 (meters)                     GEOID18
 DQ8891  DYNAMIC HEIGHT  -        224.076 (meters)      735.16  (feet) COMP
 DQ8891  MODELED GRAVITY -    980,466.7   (mgal)                       NAVD 88
 DQ8891
 DQ8891  VERT ORDER      -  SECOND    CLASS I
 DQ8891
 DQ8891.The horizontal coordinates were determined by differentially corrected
 DQ8891.hand held GPS observations or other comparable positioning techniques
 DQ8891.and have an estimated accuracy of +/- 3 meters.
 DQ8891
 DQ8891.The orthometric height was determined by differential leveling and
 DQ8891.adjusted by the NATIONAL GEODETIC SURVEY
 DQ8891.in May 2019.
 DQ8891
 DQ8891.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ8891.GEOID18 height accuracy estimate available here.
 DQ8891
 DQ8891.Click photographs - Photos may exist for this station.
 DQ8891
 DQ8891.The dynamic height is computed by dividing the NAVD 88
 DQ8891.geopotential number by the normal gravity value computed on the
 DQ8891.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ8891.degrees latitude (g = 980.6199 gals.).
 DQ8891
 DQ8891.The modeled gravity was interpolated from observed gravity values.
 DQ8891
 DQ8891;                    North         East    Units  Estimated Accuracy
 DQ8891;SPC MN S     -   273,919.7     921,297.3     MT  (+/- 3 meters HH1 GPS) 
 DQ8891
 DQ8891_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWK4184233662(NAD 83)
 DQ8891
 DQ8891                          SUPERSEDED SURVEY CONTROL
 DQ8891
 DQ8891.No superseded survey control is available for this station.
 DQ8891
 DQ8891_MARKER: F = FLANGE-ENCASED ROD
 DQ8891_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DQ8891_STAMPING: 2513 P 2017
 DQ8891_MARK LOGO: MNDT
 DQ8891_PROJECTION: RECESSED 8 CENTIMETERS
 DQ8891_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DQ8891_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ8891_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ8891+SATELLITE: SATELLITE OBSERVATIONS - October 16, 2023
 DQ8891_ROD/PIPE-DEPTH: 8.8 meters
 DQ8891
 DQ8891  HISTORY     - Date     Condition        Report By
 DQ8891  HISTORY     - 20170417 MONUMENTED       MNDT
 DQ8891  HISTORY     - 20231016 GOOD             MNDT
 DQ8891
 DQ8891                          STATION DESCRIPTION
 DQ8891
 DQ8891'DESCRIBED BY MN DEPT OF TRANSP 2017
 DQ8891'THE MARK IS LOCATED ABOUT 3.8 MI (6.1 KM) SOUTHEAST OF RED WING.
 DQ8891'
 DQ8891'TO REACH THE MARK GO 3.2 MI (5.1 KM) SOUTHEAST ALONG TRUNK HIGHWAY 61
 DQ8891'FROM THE JUNCTION OF TRUNK HIGHWAY 61 AND TRUNK HIGHWAY 58 IN RED
 DQ8891'WING, AT TRUNK HIGHWAY 61 MILE POINT 87.80.
 DQ8891'
 DQ8891'THE MARK IS 83.7 FT (25.5 M) NORTH-NORTHEAST OF TRUNK HIGHWAY 61, 20.0
 DQ8891'FT (6.1 M) SOUTH-SOUTHWEST OF 271ST STREET, 1.5 FT (0.5 M)
 DQ8891'SOUTH-SOUTHWEST OF A WITNESS POST.
 DQ8891'
 DQ8891'NOTE -THE STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM ROD
 DQ8891'DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION REMOVABLE DISK
 DQ8891'SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH PVC
 DQ8891'PIPE BACK FILLED WITH WASHED SAND.
 DQ8891
 DQ8891                          STATION RECOVERY (2023)
 DQ8891
 DQ8891'RECOVERY NOTE BY MN DEPT OF TRANSP 2023 (MJS)
 DQ8891'3.8 MI (6.1 KM) SOUTHEAST OF RED WING, 3.2 MI (5.1 KM) SOUTHEAST ALONG
 DQ8891'TRUNK HIGHWAY 61 FROM THE JUNCTION OF TRUNK HIGHWAY 61 AND TRUNK
 DQ8891'HIGHWAY 58 IN RED WING, AT TRUNK HIGHWAY 61 MILE POINT 87.80, 83.7 FT
 DQ8891'(25.5 M) NORTH-NORTHEAST OF TRUNK HIGHWAY 61, 20.0 FT (6.1 M)
 DQ8891'SOUTH-SOUTHWEST OF 271ST STREET, 1.5 FT (0.5 M) SOUTH-SOUTHWEST OF A
 DQ8891'WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DQ8890 ***********************************************************************
 DQ8890  DESIGNATION -  2513 Q
 DQ8890  PID         -  DQ8890
 DQ8890  STATE/COUNTY-  MN/GOODHUE
 DQ8890  COUNTRY     -  US
 DQ8890  USGS QUAD   -  BAY CITY (2018)
 DQ8890
 DQ8890                         *CURRENT SURVEY CONTROL
 DQ8890  ______________________________________________________________________
 DQ8890* NAD 83(1986) POSITION- 44 33 31.62   (N) 092 29 30.98   (W)   HD_HELD1
 DQ8890* NAVD 88 ORTHO HEIGHT -   226.263 (meters)      742.33  (feet) ADJUSTED
 DQ8890  ______________________________________________________________________
 DQ8890  GEOID HEIGHT    -        -30.269 (meters)                     GEOID18
 DQ8890  DYNAMIC HEIGHT  -        226.230 (meters)      742.22  (feet) COMP
 DQ8890  MODELED GRAVITY -    980,469.0   (mgal)                       NAVD 88
 DQ8890
 DQ8890  VERT ORDER      -  SECOND    CLASS I
 DQ8890
 DQ8890.The horizontal coordinates were determined by differentially corrected
 DQ8890.hand held GPS observations or other comparable positioning techniques
 DQ8890.and have an estimated accuracy of +/- 3 meters.
 DQ8890
 DQ8890.The orthometric height was determined by differential leveling and
 DQ8890.adjusted by the NATIONAL GEODETIC SURVEY
 DQ8890.in May 2019.
 DQ8890
 DQ8890.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ8890.GEOID18 height accuracy estimate available here.
 DQ8890
 DQ8890.Click photographs - Photos may exist for this station.
 DQ8890
 DQ8890.The dynamic height is computed by dividing the NAVD 88
 DQ8890.geopotential number by the normal gravity value computed on the
 DQ8890.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ8890.degrees latitude (g = 980.6199 gals.).
 DQ8890
 DQ8890.The modeled gravity was interpolated from observed gravity values.
 DQ8890
 DQ8890;                    North         East    Units  Estimated Accuracy
 DQ8890;SPC MN S     -   274,303.7     919,798.8     MT  (+/- 3 meters HH1 GPS) 
 DQ8890
 DQ8890_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWK4034934064(NAD 83)
 DQ8890
 DQ8890                          SUPERSEDED SURVEY CONTROL
 DQ8890
 DQ8890.No superseded survey control is available for this station.
 DQ8890
 DQ8890_MARKER: F = FLANGE-ENCASED ROD
 DQ8890_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DQ8890_STAMPING: 2513 Q 2017
 DQ8890_MARK LOGO: MNDT
 DQ8890_PROJECTION: RECESSED 5 CENTIMETERS
 DQ8890_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DQ8890_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ8890_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ8890+SATELLITE: SATELLITE OBSERVATIONS - October 16, 2023
 DQ8890_ROD/PIPE-DEPTH: 19.5 meters
 DQ8890
 DQ8890  HISTORY     - Date     Condition        Report By
 DQ8890  HISTORY     - 20170417 MONUMENTED       MNDT
 DQ8890  HISTORY     - 20231016 GOOD             MNDT
 DQ8890
 DQ8890                          STATION DESCRIPTION
 DQ8890
 DQ8890'DESCRIBED BY MN DEPT OF TRANSP 2017
 DQ8890'THE STATION IS LOCATED ABOUT 12.7 MI (20.4 KM) NORTH-NORTHEAST OF
 DQ8890'GOODHUE, 12.2 MI (19.6 KM) EAST OF WELCH AND 2.1 MI (3.4 KM) EAST OF
 DQ8890'RED WING.
 DQ8890'
 DQ8890'TO REACH THE MARK GO 2.25 MI (3.62 KM) SOUTHEAST ALONG TRUNK HIGHWAY
 DQ8890'61 FROM THE JUNCTION OF TRUNK HIGHWAY 61 AND TRUNK HIGHWAY 58 IN RED
 DQ8890'WING, AT TRUNK HIGHWAY 61 MILE POINT 88.75.
 DQ8890'
 DQ8890'THE MARK IS LOCATED 86.3 FT (26.3 M) SOUTH-SOUTHWEST OF TRUNK HIGHWAY
 DQ8890'61, 88.5 FT (27.0 M) EAST-SOUTHEAST OF GOLF LINKS DRIVE, 14.9 FT (4.5
 DQ8890'M) NORTH-NORTHEAST OF THE MISSISSIPPI NATIONAL GOLF SIGN POST, 1.5 FT
 DQ8890'(0.5 M) NORTH-NORTHEAST OF A WITNESS POST.
 DQ8890'
 DQ8890'NOTE-THE STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM ROD
 DQ8890'DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION REMOVABLE DISK
 DQ8890'SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH PVC
 DQ8890'PIPE BACK FILLED WITH WASHED SAND.
 DQ8890
 DQ8890                          STATION RECOVERY (2023)
 DQ8890
 DQ8890'RECOVERY NOTE BY MN DEPT OF TRANSP 2023 (MJS)
 DQ8890'IN RED WING, 2.25 MI (3.62 KM) SOUTHEAST ALONG TRUNK HIGHWAY 61 FROM
 DQ8890'THE JUNCTION OF TRUNK HIGHWAY 61 AND TRUNK HIGHWAY 58 IN RED WING, AT
 DQ8890'TRUNK HIGHWAY 61 MILE POINT 88.75, 86.3 FT (26.3 M) SOUTH-SOUTHWEST OF
 DQ8890'TRUNK HIGHWAY 61, 88.5 FT (27.0 M) EAST-SOUTHEAST OF GOLF LINKS DRIVE,
 DQ8890'14.9 FT (4.5 M) NORTH-NORTHEAST OF THE MISSISSIPPI NATIONAL GOLF
 DQ8890'SIGNPOST, 1.5 FT (0.5 M) NORTH-NORTHEAST OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 PP3465 ***********************************************************************
 PP3465  DESIGNATION -  2514 A
 PP3465  PID         -  PP3465
 PP3465  STATE/COUNTY-  MN/GOODHUE
 PP3465  COUNTRY     -  US
 PP3465  USGS QUAD   -  RED WING (2019)
 PP3465
 PP3465                         *CURRENT SURVEY CONTROL
 PP3465  ______________________________________________________________________
 PP3465* NAD 83(1986) POSITION- 44 33 43.50   (N) 092 33 03.76   (W)   HD_HELD1
 PP3465* NAVD 88 ORTHO HEIGHT -   219.598 (meters)      720.46  (feet) ADJUSTED
 PP3465  ______________________________________________________________________
 PP3465  GEOID HEIGHT    -        -30.218 (meters)                     GEOID18
 PP3465  DYNAMIC HEIGHT  -        219.568 (meters)      720.37  (feet) COMP
 PP3465  MODELED GRAVITY -    980,472.4   (mgal)                       NAVD 88
 PP3465
 PP3465  VERT ORDER      -  SECOND    CLASS I
 PP3465
 PP3465.The horizontal coordinates were determined by differentially corrected
 PP3465.hand held GPS observations or other comparable positioning techniques
 PP3465.and have an estimated accuracy of +/- 3 meters.
 PP3465
 PP3465.The orthometric height was determined by differential leveling and
 PP3465.adjusted by the NATIONAL GEODETIC SURVEY
 PP3465.in May 2019.
 PP3465
 PP3465.Significant digits in the geoid height do not necessarily reflect accuracy.
 PP3465.GEOID18 height accuracy estimate available here.
 PP3465
 PP3465.Click photographs - Photos may exist for this station.
 PP3465
 PP3465.The dynamic height is computed by dividing the NAVD 88
 PP3465.geopotential number by the normal gravity value computed on the
 PP3465.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP3465.degrees latitude (g = 980.6199 gals.).
 PP3465
 PP3465.The modeled gravity was interpolated from observed gravity values.
 PP3465
 PP3465;                    North         East    Units  Estimated Accuracy
 PP3465;SPC MN S     -   274,585.4     915,097.5     MT  (+/- 3 meters HH1 GPS) 
 PP3465
 PP3465_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWK3565334403(NAD 83)
 PP3465
 PP3465                          SUPERSEDED SURVEY CONTROL
 PP3465
 PP3465  NAVD 88 (06/23/95)  219.600  (m)          720.47   (f) SUPERSEDED  2 1
 PP3465
 PP3465.Superseded values are not recommended for survey control.
 PP3465
 PP3465.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PP3465.See file dsdata.pdf to determine how the superseded data were derived.
 PP3465
 PP3465_MARKER: DB = BENCH MARK DISK
 PP3465_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 PP3465_SP_SET: BOX CULVERT
 PP3465_STAMPING: 2514 A 1972
 PP3465_MARK LOGO: MNHD
 PP3465_MAGNETIC: N = NO MAGNETIC MATERIAL
 PP3465_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PP3465+STABILITY: SURFACE MOTION
 PP3465_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 PP3465+SATELLITE: SATELLITE OBSERVATIONS - October 16, 2023
 PP3465
 PP3465  HISTORY     - Date     Condition        Report By
 PP3465  HISTORY     - 19720401 MONUMENTED       MNHD
 PP3465  HISTORY     - 19880808 GOOD             MNDT
 PP3465  HISTORY     - 20030920 GOOD             USPSQD
 PP3465  HISTORY     - 20081104 GOOD             MNDT
 PP3465  HISTORY     - 20110725 GOOD             MNDT
 PP3465  HISTORY     - 20170406 GOOD             MNDT
 PP3465  HISTORY     - 20231016 GOOD             MNDT
 PP3465
 PP3465                          STATION DESCRIPTION
 PP3465
 PP3465'DESCRIBED BY MN DEPT OF TRANSP 1988
 PP3465'THE MARK IS LOCATED IN THE CITY OF RED WING, 0.95 MI (1.53 KM) WEST
 PP3465'ALONG TRUNK HIGHWAY 61 (MAIN STREET) FROM ITS JUNCTION WITH TRUNK
 PP3465'HIGHWAY 63 (PLUM STREET), IN THE HEADWALL OF A CONCRETE BOX CULVERT
 PP3465'AND IN THE SW 1/4 OF SECTION 30, T113N, R14W.  THE MARK IS 24.0 FT
 PP3465'(7.3 M) NORTH OF AND ABOUT 3.5 FT (1.1 M) LOWER THAN THE CENTERLINE
 PP3465'OF NORTHBOUND HIGHWAY 61 AT MILEPOINT 91.95.  THE MARK, A STANDARD
 PP3465'MNHD BENCH MARK DISK STAMPED---2514 A 1972---, IS SET IN THE TOP OF
 PP3465'THE HEADWALL OF THE BOX CULVERT.
 PP3465
 PP3465                          STATION RECOVERY (2003)
 PP3465
 PP3465'RECOVERY NOTE BY US POWER SQUADRON 2003 (NM)
 PP3465'RECOVERED IN GOOD CONDITION.
 PP3465
 PP3465                          STATION RECOVERY (2008)
 PP3465
 PP3465'RECOVERY NOTE BY MN DEPT OF TRANSP 2008 (MDL)
 PP3465'RECOVERED AS DESCRIBED.
 PP3465
 PP3465                          STATION RECOVERY (2011)
 PP3465
 PP3465'RECOVERY NOTE BY MN DEPT OF TRANSP 2011 (PJG)
 PP3465'RECOVERED IN GOOD CONDITION.
 PP3465
 PP3465                          STATION RECOVERY (2017)
 PP3465
 PP3465'RECOVERY NOTE BY MN DEPT OF TRANSP 2017 (KMS)
 PP3465'RECOVERED AS DESCRIBED.
 PP3465
 PP3465                          STATION RECOVERY (2023)
 PP3465
 PP3465'RECOVERY NOTE BY MN DEPT OF TRANSP 2023 (MJS)
 PP3465'THE SURVEY MARK HAS BEEN DEEMED UNSAFE DUE TO FALL RISK AND HAS BEEN
 PP3465'ABANDONED FOR MNDOT GEODETIC USE.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 PP3463 ***********************************************************************
 PP3463  DESIGNATION -  2514 AA
 PP3463  PID         -  PP3463
 PP3463  STATE/COUNTY-  MN/GOODHUE
 PP3463  COUNTRY     -  US
 PP3463  USGS QUAD   -  RED WING (2019)
 PP3463
 PP3463                         *CURRENT SURVEY CONTROL
 PP3463  ______________________________________________________________________
 PP3463* NAD 83(1986) POSITION- 44 33 48.17   (N) 092 33 49.79   (W)   HD_HELD1
 PP3463* NAVD 88 ORTHO HEIGHT -   221.420 (meters)      726.44  (feet) ADJUSTED
 PP3463  ______________________________________________________________________
 PP3463  GEOID HEIGHT    -        -30.204 (meters)                     GEOID18
 PP3463  DYNAMIC HEIGHT  -        221.389 (meters)      726.34  (feet) COMP
 PP3463  MODELED GRAVITY -    980,470.4   (mgal)                       NAVD 88
 PP3463
 PP3463  VERT ORDER      -  SECOND    CLASS I
 PP3463
 PP3463.The horizontal coordinates were determined by differentially corrected
 PP3463.hand held GPS observations or other comparable positioning techniques
 PP3463.and have an estimated accuracy of +/- 3 meters.
 PP3463
 PP3463.The orthometric height was determined by differential leveling and
 PP3463.adjusted by the NATIONAL GEODETIC SURVEY
 PP3463.in October 2013.
 PP3463
 PP3463.Significant digits in the geoid height do not necessarily reflect accuracy.
 PP3463.GEOID18 height accuracy estimate available here.
 PP3463
 PP3463.Click photographs - Photos may exist for this station.
 PP3463
 PP3463.The dynamic height is computed by dividing the NAVD 88
 PP3463.geopotential number by the normal gravity value computed on the
 PP3463.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP3463.degrees latitude (g = 980.6199 gals.).
 PP3463
 PP3463.The modeled gravity was interpolated from observed gravity values.
 PP3463
 PP3463;                    North         East    Units  Estimated Accuracy
 PP3463;SPC MN S     -   274,711.6     914,079.4     MT  (+/- 3 meters HH1 GPS) 
 PP3463
 PP3463_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWK3463634541(NAD 83)
 PP3463
 PP3463                          SUPERSEDED SURVEY CONTROL
 PP3463
 PP3463  NAVD 88 (06/23/95)  221.432  (m)          726.48   (f) SUPERSEDED  2 1
 PP3463
 PP3463.Superseded values are not recommended for survey control.
 PP3463
 PP3463.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PP3463.See file dsdata.pdf to determine how the superseded data were derived.
 PP3463
 PP3463_MARKER: DV = VERTICAL CONTROL DISK
 PP3463_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 PP3463_SP_SET: BRIDGE RAILING
 PP3463_STAMPING: 2514 AA 1988
 PP3463_MARK LOGO: MNDT
 PP3463_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PP3463_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 PP3463+SATELLITE: SATELLITE OBSERVATIONS - October 16, 2023
 PP3463
 PP3463  HISTORY     - Date     Condition        Report By
 PP3463  HISTORY     - 19880801 MONUMENTED       MNDT
 PP3463  HISTORY     - 20030920 GOOD             USPSQD
 PP3463  HISTORY     - 20081104 GOOD             MNDT
 PP3463  HISTORY     - 20110725 GOOD             MNDT
 PP3463  HISTORY     - 20170406 GOOD             MNDT
 PP3463  HISTORY     - 20231016 GOOD             MNDT
 PP3463
 PP3463                          STATION DESCRIPTION
 PP3463
 PP3463'DESCRIBED BY MN DEPT OF TRANSP 1988
 PP3463'THE MARK IS LOCATED IN THE CITY OF RED WING, 1.6 MI (2.6 KM) WEST
 PP3463'ALONG TRUNK HIGHWAY 61 (MAIN STREET) FROM ITS JUNCTION WITH TRUNK
 PP3463'HIGHWAY 63 (PLUM STREET), IN THE BRIDGE RAILING IN THE SOUTHWEST
 PP3463'CORNER OF BRIDGE NUMBER 6483 (HIGHWAY 61 OVER HAY CREEK AND WITHERS
 PP3463'DRIVE) AND IN THE SW 1/4 OF SECTION 25, T113N, R15W.  THE MARK IS
 PP3463'19.5 FT (5.9 M) SOUTHWEST OF AND ABOUT 3 FT (0.9 M) HIGHER THAN THE
 PP3463'CENTERLINE OF SOUTHBOUND HIGHWAY 61 AT MILEPOINT 92.6 AND 3.9 FT
 PP3463'(1.2 M) EAST-SOUTHEAST OF THE SOUTHWEST CORNER OF THE BRIDGE RAILING.
 PP3463'THE MARK, A STANDARD MNDT ALUMINUM VERTICAL CONTROL MONUMENT DISK
 PP3463'STAMPED---2514 AA 1988---, IS SET IN THE TOP OF THE BRIDGE RAILING.
 PP3463
 PP3463                          STATION RECOVERY (2003)
 PP3463
 PP3463'RECOVERY NOTE BY US POWER SQUADRON 2003 (NM)
 PP3463'RECOVERED IN GOOD CONDITION.
 PP3463
 PP3463                          STATION RECOVERY (2008)
 PP3463
 PP3463'RECOVERY NOTE BY MN DEPT OF TRANSP 2008 (MDL)
 PP3463'RECOVERED AS DESCRIBED.
 PP3463
 PP3463                          STATION RECOVERY (2011)
 PP3463
 PP3463'RECOVERY NOTE BY MN DEPT OF TRANSP 2011 (PJG)
 PP3463'RECOVERED IN GOOD CONDITION.
 PP3463
 PP3463                          STATION RECOVERY (2017)
 PP3463
 PP3463'RECOVERY NOTE BY MN DEPT OF TRANSP 2017 (KMS)
 PP3463'IN RED WING, 1.6 MI (2.6 KM) WEST ALONG TRUNK HIGHWAY 61 FROM THE
 PP3463'JUNCTION OF TRUNK HIGHWAY 61 AND TRUNK HIGHWAY 58 IN RED WING, AT
 PP3463'TRUNK HIGHWAY 61 MILE POINT 92.6, IN THE RAILING IN THE SOUTHWEST
 PP3463'CORNER OF TRUNK HIGHWAY 61 BRIDGE NUMBER 6483 OVER HAY CREEK AND
 PP3463'WITHER DRIVE, 19.5 FT (5.9 M) SOUTHWEST OF TRUNK HIGHWAY 61, 3.9 FT
 PP3463'(1.2 M) EAST-SOUTHEAST OF THE SOUTHWEST CORNER OF THE BRIDGE RAILING.
 PP3463
 PP3463                          STATION RECOVERY (2023)
 PP3463
 PP3463'RECOVERY NOTE BY MN DEPT OF TRANSP 2023 (MJS)
 PP3463'THE SURVEY MARK HAS BEEN DEEMED UNSAFE DUE TO FALL RISK AND HAS BEEN
 PP3463'ABANDONED FOR MNDOT GEODETIC USE.  WILL BE DESTROYED BY NEW BRIDGE
 PP3463'CONSTRUCTION IN 2024.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 PP3459 ***********************************************************************
 PP3459  DESIGNATION -  2514 AC
 PP3459  PID         -  PP3459
 PP3459  STATE/COUNTY-  MN/GOODHUE
 PP3459  COUNTRY     -  US
 PP3459  USGS QUAD   -  RED WING (2019)
 PP3459
 PP3459                         *CURRENT SURVEY CONTROL
 PP3459  ______________________________________________________________________
 PP3459* NAD 83(1986) POSITION- 44 34 15.88   (N) 092 35 43.31   (W)   HD_HELD1
 PP3459* NAVD 88 ORTHO HEIGHT -   217.127 (meters)      712.36  (feet) ADJUSTED
 PP3459  ______________________________________________________________________
 PP3459  GEOID HEIGHT    -        -30.159 (meters)                     GEOID18
 PP3459  DYNAMIC HEIGHT  -        217.096 (meters)      712.26  (feet) COMP
 PP3459  MODELED GRAVITY -    980,467.7   (mgal)                       NAVD 88
 PP3459
 PP3459  VERT ORDER      -  SECOND    CLASS I
 PP3459
 PP3459.The horizontal coordinates were determined by differentially corrected
 PP3459.hand held GPS observations or other comparable positioning techniques
 PP3459.and have an estimated accuracy of +/- 3 meters.
 PP3459
 PP3459.The orthometric height was determined by differential leveling and
 PP3459.adjusted by the NATIONAL GEODETIC SURVEY
 PP3459.in May 2019.
 PP3459
 PP3459.Significant digits in the geoid height do not necessarily reflect accuracy.
 PP3459.GEOID18 height accuracy estimate available here.
 PP3459
 PP3459.Click photographs - Photos may exist for this station.
 PP3459
 PP3459.The dynamic height is computed by dividing the NAVD 88
 PP3459.geopotential number by the normal gravity value computed on the
 PP3459.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP3459.degrees latitude (g = 980.6199 gals.).
 PP3459
 PP3459.The modeled gravity was interpolated from observed gravity values.
 PP3459
 PP3459;                    North         East    Units  Estimated Accuracy
 PP3459;SPC MN S     -   275,523.2     911,560.2     MT  (+/- 3 meters HH1 GPS) 
 PP3459
 PP3459_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWK3212835383(NAD 83)
 PP3459
 PP3459                          SUPERSEDED SURVEY CONTROL
 PP3459
 PP3459  NAVD 88 (06/23/95)  217.124  (m)          712.35   (f) SUPERSEDED  2 1
 PP3459
 PP3459.Superseded values are not recommended for survey control.
 PP3459
 PP3459.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PP3459.See file dsdata.pdf to determine how the superseded data were derived.
 PP3459
 PP3459_MARKER: DV = VERTICAL CONTROL DISK
 PP3459_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 PP3459_SP_SET: BRIDGE ABUTMENT
 PP3459_STAMPING: 2514 AC 1988
 PP3459_MARK LOGO: MNDT
 PP3459_MAGNETIC: N = NO MAGNETIC MATERIAL
 PP3459_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PP3459_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 PP3459+SATELLITE: SATELLITE OBSERVATIONS - October 16, 2023
 PP3459
 PP3459  HISTORY     - Date     Condition        Report By
 PP3459  HISTORY     - 19880801 MONUMENTED       MNDT
 PP3459  HISTORY     - 20030920 GOOD             USPSQD
 PP3459  HISTORY     - 20081104 GOOD             MNDT
 PP3459  HISTORY     - 20110725 GOOD             MNDT
 PP3459  HISTORY     - 20150709 GOOD             MNDT
 PP3459  HISTORY     - 20170406 GOOD             MNDT
 PP3459  HISTORY     - 20231016 GOOD             MNDT
 PP3459
 PP3459                          STATION DESCRIPTION
 PP3459
 PP3459'DESCRIBED BY MN DEPT OF TRANSP 1988
 PP3459'THE MARK IS LOCATED IN THE CITY OF RED WING, 3.25 MI (5.23 KM) WEST
 PP3459'ALONG TRUNK HIGHWAY 61 (MAIN STREET) FROM ITS JUNCTION WITH TRUNK
 PP3459'HIGHWAY 63 (PLUM STREET), IN THE SOUTHEAST CORNER OF BRIDGE NUMBER
 PP3459'25014 (NORTHBOUND HIGHWAY 61 OVER SPRING CREEK) AND IN THE NE 1/4 OF
 PP3459'SECTION 27, T113N, R15W.  THE MARK IS 20.0 FT (6.1 M) SOUTH-SOUTHWEST
 PP3459'OF AND ABOUT LEVEL WITH THE NORTHBOUND CENTERLINE OF HIGHWAY 61 AT
 PP3459'MILEPOINT 94.35 AND 0.8 FT (0.2 M) SOUTH-SOUTHWEST OF THE SOUTHEAST
 PP3459'CORNER OF THE BRIDGE.  THE MARK, A STANDARD MNDT ALUMINUM VERTICAL
 PP3459'CONTROL MONUMENT DISK STAMPED---2514 AC 1988---, IS SET IN THE TOP OF
 PP3459'THE HEADWALL AT THE SOUTHEAST CORNER OF THE BRIDGE.
 PP3459
 PP3459                          STATION RECOVERY (2003)
 PP3459
 PP3459'RECOVERY NOTE BY US POWER SQUADRON 2003 (NM)
 PP3459'RECOVERED IN GOOD CONDITION.
 PP3459
 PP3459                          STATION RECOVERY (2008)
 PP3459
 PP3459'RECOVERY NOTE BY MN DEPT OF TRANSP 2008 (MDL)
 PP3459'RECOVERED AS DESCRIBED.
 PP3459
 PP3459                          STATION RECOVERY (2011)
 PP3459
 PP3459'RECOVERY NOTE BY MN DEPT OF TRANSP 2011 (PJG)
 PP3459'RECOVERED IN GOOD CONDITION.
 PP3459
 PP3459                          STATION RECOVERY (2015)
 PP3459
 PP3459'RECOVERY NOTE BY MN DEPT OF TRANSP 2015 (CRF)
 PP3459'RECOVERED AS DESCRIBED.
 PP3459
 PP3459                          STATION RECOVERY (2017)
 PP3459
 PP3459'RECOVERY NOTE BY MN DEPT OF TRANSP 2017 (KMS)
 PP3459'RECOVERED AS DESCRIBED.
 PP3459
 PP3459                          STATION RECOVERY (2023)
 PP3459
 PP3459'RECOVERY NOTE BY MN DEPT OF TRANSP 2023 (MJS)
 PP3459'THE SURVEY MARK HAS BEEN DEEMED UNSAFE DUE TO FALL RISK AND HAS BEEN
 PP3459'ABANDONED FOR MNDOT GEODETIC USE.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 PP3458 ***********************************************************************
 PP3458  DESIGNATION -  2514 AD
 PP3458  PID         -  PP3458
 PP3458  STATE/COUNTY-  MN/GOODHUE
 PP3458  COUNTRY     -  US
 PP3458  USGS QUAD   -  RED WING (2019)
 PP3458
 PP3458                         *CURRENT SURVEY CONTROL
 PP3458  ______________________________________________________________________
 PP3458* NAD 83(1986) POSITION- 44 34 21.95   (N) 092 36 24.24   (W)   HD_HELD1
 PP3458* NAVD 88 ORTHO HEIGHT -   245.153 (meters)      804.31  (feet) ADJUSTED
 PP3458  ______________________________________________________________________
 PP3458  GEOID HEIGHT    -        -30.139 (meters)                     GEOID18
 PP3458  DYNAMIC HEIGHT  -        245.117 (meters)      804.19  (feet) COMP
 PP3458  MODELED GRAVITY -    980,467.4   (mgal)                       NAVD 88
 PP3458
 PP3458  VERT ORDER      -  SECOND    CLASS I
 PP3458
 PP3458.The horizontal coordinates were determined by differentially corrected
 PP3458.hand held GPS observations or other comparable positioning techniques
 PP3458.and have an estimated accuracy of +/- 3 meters.
 PP3458
 PP3458.The orthometric height was determined by differential leveling and
 PP3458.adjusted by the NATIONAL GEODETIC SURVEY
 PP3458.in June 1995.
 PP3458
 PP3458.Significant digits in the geoid height do not necessarily reflect accuracy.
 PP3458.GEOID18 height accuracy estimate available here.
 PP3458
 PP3458.Click photographs - Photos may exist for this station.
 PP3458
 PP3458.The dynamic height is computed by dividing the NAVD 88
 PP3458.geopotential number by the normal gravity value computed on the
 PP3458.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP3458.degrees latitude (g = 980.6199 gals.).
 PP3458
 PP3458.The modeled gravity was interpolated from observed gravity values.
 PP3458
 PP3458;                    North         East    Units  Estimated Accuracy
 PP3458;SPC MN S     -   275,695.1     910,654.1     MT  (+/- 3 meters HH1 GPS) 
 PP3458
 PP3458_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWK3122435566(NAD 83)
 PP3458
 PP3458                          SUPERSEDED SURVEY CONTROL
 PP3458
 PP3458.No superseded survey control is available for this station.
 PP3458
 PP3458_MARKER: DV = VERTICAL CONTROL DISK
 PP3458_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 PP3458_SP_SET: BRIDGE WALKWAY
 PP3458_STAMPING: 2514 AD 1988
 PP3458_MARK LOGO: MNHD
 PP3458_MAGNETIC: N = NO MAGNETIC MATERIAL
 PP3458_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PP3458_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PP3458+SATELLITE: SATELLITE OBSERVATIONS - October 17, 2023
 PP3458
 PP3458  HISTORY     - Date     Condition        Report By
 PP3458  HISTORY     - 19880801 MONUMENTED       MNHD
 PP3458  HISTORY     - 20030920 GOOD             USPSQD
 PP3458  HISTORY     - 20081104 GOOD             MNDT
 PP3458  HISTORY     - 20150709 GOOD             MNDT
 PP3458  HISTORY     - 20170406 GOOD             MNDT
 PP3458  HISTORY     - 20231017 GOOD             MNDT
 PP3458
 PP3458                          STATION DESCRIPTION
 PP3458
 PP3458'DESCRIBED BY MN HIGHWAY DEPT 1988
 PP3458'THE MARK IS LOCATED IN THE WESTERN PART OF THE CITY OF RED WING, 1.65
 PP3458'MI (2.66 KM) EAST ALONG TRUNK HIGHWAY 61 FROM ITS JUNCTION WITH TRUNK
 PP3458'HIGHWAY 19 IN RED WING, IN THE SOUTH END OF THE PEDESTRIAN BRIDGE
 PP3458'OVER HIGHWAY 61 AT ANDERSON PARK AND IN THE SW 1/4 OF SECTION 22,
 PP3458'T113N, R15W.  THE MARK IS 95.0 FT (29.0 M) SOUTH-SOUTHEAST OF AND
 PP3458'ABOUT 20 FT (6.1 M) HIGHER THAN THE CENTERLINE OF HIGHWAY 61 AT
 PP3458'MILEPOINT 94.95, 2.3 FT (0.7 M) SOUTH-SOUTHWEST OF THE SOUTHEAST
 PP3458'CORNER OF THE FENCE OVER THE WALKWAY AND 3.6 FT (1.1 M)
 PP3458'EAST-NORTHEAST OF THE CENTER OF THE BRIDGE WALK.  THE MARK, A STANDARD
 PP3458'MNDT ALUMINUM VERTICAL CONTROL MONUMENT DISK STAMPED---2514 AD
 PP3458'1988---, IS SET IN A DRILL HOLE IN THE ABUTMENT OF THE BRIDGE.
 PP3458
 PP3458                          STATION RECOVERY (2003)
 PP3458
 PP3458'RECOVERY NOTE BY US POWER SQUADRON 2003 (NM)
 PP3458'RECOVERED IN GOOD CONDITION.
 PP3458
 PP3458                          STATION RECOVERY (2008)
 PP3458
 PP3458'RECOVERY NOTE BY MN DEPT OF TRANSP 2008 (MDL)
 PP3458'RECOVERED AS DESCRIBED.
 PP3458
 PP3458                          STATION RECOVERY (2015)
 PP3458
 PP3458'RECOVERY NOTE BY MN DEPT OF TRANSP 2015 (CRF)
 PP3458'THE STATION IS LOCATED ABOUT 10.3 MI (16.6 KM) EAST OF MIESVILLE, 6.5
 PP3458'MI (10.5 KM) EAST OF WELCH AND 3.7 MI (6.0 KM) WEST OF RED WING.
 PP3458'
 PP3458'TO REACH THE MARK GO ABOUT 1.65 MI (2.7 KM) EAST ON TRUNK HIGHWAY 61
 PP3458'FROM THE JUNCTION TRUNK HIGHWAY 61 AND TRUNK HIGHWAY 19 AT RED WING,
 PP3458'AT TRUNK HIGHWAY 61 MILE POINT 94.45, IN BRIDGE WALKWAY AT SOUTHEAST
 PP3458'END OF PEDESTRIAN BRIDGE 25019 OVER TRUNK HIGHWAY 61 AT ANDERSON PARK.
 PP3458'THE MARK IS LOCATED 99.0 FT (30.2 M) SOUTH OF TRUNK HIGHWAY 61, 3.6 FT
 PP3458'(1.1 M) EAST-NORTHEAST OF CENTER OF BRIDGE, 2.3 FT (0.7 M)
 PP3458'SOUTH-SOUTHWEST OF THE SOUTHEAST CORNER OF A FENCE OVER WALKWAY.
 PP3458
 PP3458                          STATION RECOVERY (2017)
 PP3458
 PP3458'RECOVERY NOTE BY MN DEPT OF TRANSP 2017 (KMS)
 PP3458'RECOVERED AS DESCRIBED.
 PP3458
 PP3458                          STATION RECOVERY (2023)
 PP3458
 PP3458'RECOVERY NOTE BY MN DEPT OF TRANSP 2023 (MJS)
 PP3458'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 PP3457 ***********************************************************************
 PP3457  DESIGNATION -  2514 AE
 PP3457  PID         -  PP3457
 PP3457  STATE/COUNTY-  MN/GOODHUE
 PP3457  COUNTRY     -  US
 PP3457  USGS QUAD   -  RED WING (2019)
 PP3457
 PP3457                         *CURRENT SURVEY CONTROL
 PP3457  ______________________________________________________________________
 PP3457* NAD 83(1986) POSITION- 44 34 04.74   (N) 092 37 06.81   (W)   HD_HELD1
 PP3457* NAVD 88 ORTHO HEIGHT -   248.257 (meters)      814.49  (feet) ADJUSTED
 PP3457  ______________________________________________________________________
 PP3457  GEOID HEIGHT    -        -30.116 (meters)                     GEOID18
 PP3457  DYNAMIC HEIGHT  -        248.221 (meters)      814.37  (feet) COMP
 PP3457  MODELED GRAVITY -    980,466.1   (mgal)                       NAVD 88
 PP3457
 PP3457  VERT ORDER      -  SECOND    CLASS I
 PP3457
 PP3457.The horizontal coordinates were determined by differentially corrected
 PP3457.hand held GPS observations or other comparable positioning techniques
 PP3457.and have an estimated accuracy of +/- 3 meters.
 PP3457
 PP3457.The orthometric height was determined by differential leveling and
 PP3457.adjusted by the NATIONAL GEODETIC SURVEY
 PP3457.in June 1995.
 PP3457
 PP3457.Significant digits in the geoid height do not necessarily reflect accuracy.
 PP3457.GEOID18 height accuracy estimate available here.
 PP3457
 PP3457.Click photographs - Photos may exist for this station.
 PP3457
 PP3457.The dynamic height is computed by dividing the NAVD 88
 PP3457.geopotential number by the normal gravity value computed on the
 PP3457.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP3457.degrees latitude (g = 980.6199 gals.).
 PP3457
 PP3457.The modeled gravity was interpolated from observed gravity values.
 PP3457
 PP3457;                    North         East    Units  Estimated Accuracy
 PP3457;SPC MN S     -   275,148.0     909,724.0     MT  (+/- 3 meters HH1 GPS) 
 PP3457
 PP3457_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWK3028835031(NAD 83)
 PP3457
 PP3457                          SUPERSEDED SURVEY CONTROL
 PP3457
 PP3457.No superseded survey control is available for this station.
 PP3457
 PP3457_MARKER: DV = VERTICAL CONTROL DISK
 PP3457_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 PP3457_STAMPING: 2514 AE 1988
 PP3457_MARK LOGO: MNDT
 PP3457_PROJECTION: RECESSED 8 CENTIMETERS
 PP3457_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 PP3457_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PP3457_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 PP3457+SATELLITE: SATELLITE OBSERVATIONS - October 17, 2023
 PP3457
 PP3457  HISTORY     - Date     Condition        Report By
 PP3457  HISTORY     - 1988     MONUMENTED       MNDT
 PP3457  HISTORY     - 20030920 GOOD             USPSQD
 PP3457  HISTORY     - 20080923 GOOD             MNDT
 PP3457  HISTORY     - 20141023 GOOD             MNDT
 PP3457  HISTORY     - 20170406 GOOD             MNDT
 PP3457  HISTORY     - 20231017 GOOD             MNDT
 PP3457
 PP3457                          STATION DESCRIPTION
 PP3457
 PP3457'DESCRIBED BY MN DEPT OF TRANSP 1988
 PP3457'THE MARK IS LOCATED IN THE WESTERN PART OF THE CITY OF RED WING, 0.95
 PP3457'MI (1.53 KM) EAST ALONG TRUNK HIGHWAY 61 FROM ITS JUNCTION WITH TRUNK
 PP3457'HIGHWAY 19, AT THE WEST EDGE OF THE BURNSIDE CEMETERY AND IN THE NE
 PP3457'1/4 OF SECTION 28, T113N, R15W.  THE MARK IS 87.0 FT (26.5 M)
 PP3457'SOUTH-SOUTHEAST OF AND ABOUT 1 FT (0.3 M) LOWER THAN THE CENTERLINE OF
 PP3457'HIGHWAY 61 AT MILEPOINT 95.45, 23.8 FT (7.3 M) SOUTH-SOUTHEAST OF A
 PP3457'FRONTAGE ROAD, 11.0 FT (3.4 M) WEST-SOUTHWEST OF THE WEST ENTRANCE
 PP3457'TO THE CEMETERY, 4.4 FT (1.3 M) WEST-NORTHWEST OF THE NORTHWEST
 PP3457'CORNER OF THE WEST BRICK GATE POST OF THE CEMETERY AND 62.5 FT
 PP3457'(19.1 M) EAST OF THE CENTER OF A FIRE HYDRANT.  THE MARK, A STANDARD
 PP3457'MNDT MAGNETIC ALUMINUM VERTICAL CONTROL MONUMENT DISK STAMPED---2514
 PP3457'AE 1988---, IS FASTENED TO THE TOP OF A 3/4 INCH DIAMETER BY 10 FOOT
 PP3457'LONG ALUMINUM ALLOY ROD DRIVEN TO SPECIFICATIONS AND PROJECTS 3
 PP3457'INCHES ABOVE THE SURFACE OF THE GROUND.
 PP3457
 PP3457                          STATION RECOVERY (2003)
 PP3457
 PP3457'RECOVERY NOTE BY US POWER SQUADRON 2003 (NM)
 PP3457'MARK WAS FOUND 3 INCHES BELOW EXISTING GRADE
 PP3457
 PP3457                          STATION RECOVERY (2008)
 PP3457
 PP3457'RECOVERY NOTE BY MN DEPT OF TRANSP 2008 (MJA)
 PP3457'RECOVERED AS DESCRIBED.
 PP3457
 PP3457                          STATION RECOVERY (2014)
 PP3457
 PP3457'RECOVERY NOTE BY MN DEPT OF TRANSP 2014 (KMS)
 PP3457'RECOVERED AS DESCRIBED.
 PP3457
 PP3457                          STATION RECOVERY (2017)
 PP3457
 PP3457'RECOVERY NOTE BY MN DEPT OF TRANSP 2017 (KMS)
 PP3457'RECOVERED AS DESCRIBED.
 PP3457
 PP3457                          STATION RECOVERY (2023)
 PP3457
 PP3457'RECOVERY NOTE BY MN DEPT OF TRANSP 2023 (MJS)
 PP3457'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 PP3454 ***********************************************************************
 PP3454  DESIGNATION -  2514 AF
 PP3454  PID         -  PP3454
 PP3454  STATE/COUNTY-  MN/GOODHUE
 PP3454  COUNTRY     -  US
 PP3454  USGS QUAD   -  WELCH (2019)
 PP3454
 PP3454                         *CURRENT SURVEY CONTROL
 PP3454  ______________________________________________________________________
 PP3454* NAD 83(1986) POSITION- 44 34 09.40   (N) 092 38 17.04   (W)   HD_HELD1
 PP3454* NAVD 88 ORTHO HEIGHT -   244.228 (meters)      801.27  (feet) ADJUSTED
 PP3454  ______________________________________________________________________
 PP3454  GEOID HEIGHT    -        -30.078 (meters)                     GEOID18
 PP3454  DYNAMIC HEIGHT  -        244.192 (meters)      801.15  (feet) COMP
 PP3454  MODELED GRAVITY -    980,467.3   (mgal)                       NAVD 88
 PP3454
 PP3454  VERT ORDER      -  SECOND    CLASS I
 PP3454
 PP3454.The horizontal coordinates were determined by differentially corrected
 PP3454.hand held GPS observations or other comparable positioning techniques
 PP3454.and have an estimated accuracy of +/- 3 meters.
 PP3454
 PP3454.The orthometric height was determined by differential leveling and
 PP3454.adjusted by the NATIONAL GEODETIC SURVEY
 PP3454.in June 1995.
 PP3454
 PP3454.Significant digits in the geoid height do not necessarily reflect accuracy.
 PP3454.GEOID18 height accuracy estimate available here.
 PP3454
 PP3454.Click photographs - Photos may exist for this station.
 PP3454
 PP3454.The dynamic height is computed by dividing the NAVD 88
 PP3454.geopotential number by the normal gravity value computed on the
 PP3454.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP3454.degrees latitude (g = 980.6199 gals.).
 PP3454
 PP3454.The modeled gravity was interpolated from observed gravity values.
 PP3454
 PP3454;                    North         East    Units  Estimated Accuracy
 PP3454;SPC MN S     -   275,265.9     908,172.3     MT  (+/- 3 meters HH1 GPS) 
 PP3454
 PP3454_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWK2873835168(NAD 83)
 PP3454
 PP3454                          SUPERSEDED SURVEY CONTROL
 PP3454
 PP3454.No superseded survey control is available for this station.
 PP3454
 PP3454_MARKER: DV = VERTICAL CONTROL DISK
 PP3454_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 PP3454_STAMPING: 2514 AF 1988
 PP3454_MARK LOGO: MNDT
 PP3454_PROJECTION: FLUSH
 PP3454_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 PP3454_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PP3454_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 PP3454+SATELLITE: SATELLITE OBSERVATIONS - October 17, 2023
 PP3454
 PP3454  HISTORY     - Date     Condition        Report By
 PP3454  HISTORY     - 19880801 MONUMENTED       MNDT
 PP3454  HISTORY     - 20051122 GOOD             MNDT
 PP3454  HISTORY     - 20070405 GOOD             GEOCAC
 PP3454  HISTORY     - 20080923 GOOD             MNDT
 PP3454  HISTORY     - 20141023 GOOD             MNDT
 PP3454  HISTORY     - 20170406 GOOD             MNDT
 PP3454  HISTORY     - 20231017 GOOD             MNDT
 PP3454
 PP3454                          STATION DESCRIPTION
 PP3454
 PP3454'DESCRIBED BY MN DEPT OF TRANSP 1988
 PP3454'THE MARK IS LOCATED NEAR THE JUNCTION OF TRUNK HIGHWAY 61 AND TRUNK
 PP3454'HIGHWAY 19 IN THE WESTERN PART OF THE CITY OF RED WING, AT THE RED
 PP3454'WING TECHNICAL INSTITUTE TOWER VIEW CAMPUS AND IN THE NE 1/4 OF
 PP3454'SECTION 29, T113N, R15W.  THE MARK IS 71.0 FT (21.6 M) NORTH OF AND
 PP3454'ABOUT 1 FT (0.3 M) HIGHER THAN THE CENTERLINE OF HIGHWAY 61 AT
 PP3454'MILEPOINT 96.6, 1.6 FT (0.5 M) SOUTHEAST OF THE SOUTHEAST CORNER OF
 PP3454'THE EAST CONCRETE GATE POST, 1.3 FT (0.4 M) SOUTH-SOUTHWEST OF A
 PP3454'BRICK WALL AND 1.1 FT (0.3 M) SOUTH-SOUTHEAST OF A STEEL WITNESS
 PP3454'POST.  THE MARK, A STANDARD MNDT MAGNETIC ALUMINUM VERTICAL CONTROL
 PP3454'MONUMENT DISK STAMPED---2514 AF 1988---, IS FASTENED TO THE TOP OF A
 PP3454'3/4 INCH DIAMETER BY 25 FOOT LONG ALUMINUM ALLOY ROD DRIVEN TO
 PP3454'SPECIFICATIONS AND IS RECESSED 1 INCH BELOW THE SURFACE OF THE
 PP3454'GROUND.
 PP3454
 PP3454                          STATION RECOVERY (2005)
 PP3454
 PP3454'RECOVERY NOTE BY MN DEPT OF TRANSP 2005 (KNB)
 PP3454'THE MARK IS LOCATED ABOUT 8.9 MI (14.3 KM) EAST-SOUTHEAST OF
 PP3454'MIESVILLE, 5.2 MI (8.4 KM) WEST OF RED WING AND 5.0 MI (8.0 KM) EAST
 PP3454'OF WELCH NEAR THE JUNCTION OF TRUNK HIGHWAY 61 AND TRUNK HIGHWAY 19 AT
 PP3454'RED WING, AT RED WING TECHNICAL INSTITUTE TOWER VIEW CAMPASS.
 PP3454'
 PP3454'TO REACH THE MARK GO TO TRUNK HIGHWAY 61 MILE POINT 96.6.
 PP3454'
 PP3454'THE MARK IS 71.0 FT (21.6 M) NORTH OF THE NORTH BOUND LANE OF TRUNK
 PP3454'HIGHWAY 61, 1.6 FT (0.5 M) SOUTHEAST OF THE SOUTHEAST CORNER OF EAST
 PP3454'CONCRETE GATE POST BY THE ANDERSON CENTER SIGN, 1.3 FT (0.4 M)
 PP3454'SOUTH-SOUTHWEST OF A BRICK WALL, 1.1 FT (0.3 M) SOUTH-SOUTHEAST OF A
 PP3454'WITNESS POST.
 PP3454
 PP3454                          STATION RECOVERY (2007)
 PP3454
 PP3454'RECOVERY NOTE BY GEOCACHING 2007 (SRC)
 PP3454'MARK WAS RECOVERED AND IS NOW LEVEL WITH THE GROUND
 PP3454
 PP3454                          STATION RECOVERY (2008)
 PP3454
 PP3454'RECOVERY NOTE BY MN DEPT OF TRANSP 2008 (MJA)
 PP3454'RECOVERED AS DESCRIBED.
 PP3454
 PP3454                          STATION RECOVERY (2014)
 PP3454
 PP3454'RECOVERY NOTE BY MN DEPT OF TRANSP 2014 (KMS)
 PP3454'THE STATION IS LOCATED ABOUT 8.9 MI (14.3 KM) EAST-SOUTHEAST OF
 PP3454'MIESVILLE, 5.2 MI (8.4 KM) WEST OF RED WING AND 4.9 MI (7.9 KM) EAST
 PP3454'OF WELCH.
 PP3454'
 PP3454'TO REACH THE MARK GO 0.05 MI (0.1 KM) WEST ALONG TRUNK HIGHWAY 61 FROM
 PP3454'THE JUNCTION OF TRUNK HIGHWAY 61 AND TRUNK HIGHWAY 19 SOUTH IN RED
 PP3454'WING, AT RED WING TECHNICAL INSTITUTE TOWER VIEW CAMPUS, AT TRUNK
 PP3454'HIGHWAY 61 MILE POINT 96.6.
 PP3454'
 PP3454'THE MARK IS LOCATED 71.0 FT (21.6 M) NORTH OF NORTHBOUND TRUNK HIGHWAY
 PP3454'61, 1.6 FT (0.5 M) SOUTHEAST OF THE SOUTHEAST CORNER OF EAST CONCRETE
 PP3454'GATE POST BY ANDERSON CENTER SIGN, 1.3 FT (0.4 M) SOUTH-SOUTHWEST OF
 PP3454'BRICK WALL, 1.1 FT (0.3 M) SOUTH-SOUTHWEST OF A WITNESS POST.
 PP3454
 PP3454                          STATION RECOVERY (2017)
 PP3454
 PP3454'RECOVERY NOTE BY MN DEPT OF TRANSP 2017 (KMS)
 PP3454'RECOVERED AS DESCRIBED.
 PP3454
 PP3454                          STATION RECOVERY (2023)
 PP3454
 PP3454'RECOVERY NOTE BY MN DEPT OF TRANSP 2023 (MJS)
 PP3454'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 PP3453 ***********************************************************************
 PP3453  DESIGNATION -  2514 AG
 PP3453  PID         -  PP3453
 PP3453  STATE/COUNTY-  MN/GOODHUE
 PP3453  COUNTRY     -  US
 PP3453  USGS QUAD   -  WELCH (2019)
 PP3453
 PP3453                         *CURRENT SURVEY CONTROL
 PP3453  ______________________________________________________________________
 PP3453* NAD 83(1986) POSITION- 44 34 27.21   (N) 092 38 54.53   (W)   HD_HELD1
 PP3453* NAVD 88 ORTHO HEIGHT -   223.381 (meters)      732.88  (feet) ADJUSTED
 PP3453  ______________________________________________________________________
 PP3453  GEOID HEIGHT    -        -30.056 (meters)                     GEOID18
 PP3453  DYNAMIC HEIGHT  -        223.349 (meters)      732.77  (feet) COMP
 PP3453  MODELED GRAVITY -    980,469.6   (mgal)                       NAVD 88
 PP3453
 PP3453  VERT ORDER      -  SECOND    CLASS I
 PP3453
 PP3453.The horizontal coordinates were determined by differentially corrected
 PP3453.hand held GPS observations or other comparable positioning techniques
 PP3453.and have an estimated accuracy of +/- 3 meters.
 PP3453
 PP3453.The orthometric height was determined by differential leveling and
 PP3453.adjusted by the NATIONAL GEODETIC SURVEY
 PP3453.in June 1995.
 PP3453
 PP3453.Significant digits in the geoid height do not necessarily reflect accuracy.
 PP3453.GEOID18 height accuracy estimate available here.
 PP3453
 PP3453.Click photographs - Photos may exist for this station.
 PP3453
 PP3453.The dynamic height is computed by dividing the NAVD 88
 PP3453.geopotential number by the normal gravity value computed on the
 PP3453.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP3453.degrees latitude (g = 980.6199 gals.).
 PP3453
 PP3453.The modeled gravity was interpolated from observed gravity values.
 PP3453
 PP3453;                    North         East    Units  Estimated Accuracy
 PP3453;SPC MN S     -   275,801.8     907,336.1     MT  (+/- 3 meters HH1 GPS) 
 PP3453
 PP3453_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWK2790935714(NAD 83)
 PP3453
 PP3453                          SUPERSEDED SURVEY CONTROL
 PP3453
 PP3453.No superseded survey control is available for this station.
 PP3453
 PP3453_MARKER: DV = VERTICAL CONTROL DISK
 PP3453_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 PP3453_SP_SET: BRIDGE RAILING
 PP3453_STAMPING: 2514 AG 1988
 PP3453_MARK LOGO: MNHD
 PP3453_MAGNETIC: N = NO MAGNETIC MATERIAL
 PP3453_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PP3453+STABILITY: SURFACE MOTION
 PP3453_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 PP3453+SATELLITE: SATELLITE OBSERVATIONS - October 17, 2023
 PP3453
 PP3453  HISTORY     - Date     Condition        Report By
 PP3453  HISTORY     - 19880801 MONUMENTED       MNHD
 PP3453  HISTORY     - 20051122 GOOD             MNDT
 PP3453  HISTORY     - 20080923 GOOD             MNDT
 PP3453  HISTORY     - 20141023 GOOD             MNDT
 PP3453  HISTORY     - 20231017 GOOD             MNDT
 PP3453
 PP3453                          STATION DESCRIPTION
 PP3453
 PP3453'DESCRIBED BY MN HIGHWAY DEPT 1988
 PP3453'THE MARK IS LOCATED IN THE WESTERN PART OF THE CITY OF RED WING, 0.65
 PP3453'MI (1.05 KM) NORTHWEST ALONG TRUNK HIGHWAY 61 FROM ITS JUNCTION WITH
 PP3453'TRUNK HIGHWAY 19 IN RED WING, NEAR THE SOUTHEAST CORNER OF BRIDGE
 PP3453'NUMBER 25017 (HIGHWAY 61 OVER THE CANNON RIVER) AND IN THE SW 1/4 OF
 PP3453'SECTION 20, T113N, R15W.  THE MARK IS 24.5 FT (7.5 M) EAST-NORTHEAST
 PP3453'OF AND ABOUT 3 FT (0.9 M) HIGHER THAN THE CENTERLINE OF HIGHWAY 61 AT
 PP3453'MILEPOINT 97.25 AND 18.3 FT (5.6 M) NORTH-NORTHWEST OF THE SOUTHEAST
 PP3453'CORNER OF THE BRIDGE.  THE MARK, A STANDARD MNDT ALUMINUM VERTICAL
 PP3453'CONTROL MONUMENT DISK STAMPED---2514 AG 1988---, IS SET IN THE TOP OF
 PP3453'THE CONCRETE BRIDGE RAILING.
 PP3453
 PP3453                          STATION RECOVERY (2005)
 PP3453
 PP3453'RECOVERY NOTE BY MN DEPT OF TRANSP 2005 (KNB)
 PP3453'THE MARK IS LOCATED ABOUT 8.3 MI (13.4 KM) EAST-SOUTHEAST OF
 PP3453'MIESVILLE, 5.7 MI (9.2 KM) WEST OF RED WING AND 4.5 MI (7.2 KM) EAST
 PP3453'OF WELCH.
 PP3453'
 PP3453'TO REACH THE MARK GO TO TRUNK HIGHWAY 61 MILE POINT 97.25 0.65 MI (1.0
 PP3453'KM) WEST OF THE JUNCTION OF TRUNK HIGHWAY 61 AND TRUNK HIGHWAY 19 AT
 PP3453'RED WING.    THE MARK IS NEAR THE SOUTHEAST CORNER OF TRUNK HIGHWAY 61
 PP3453'BRIDGE 25017 SPANNING THE CANNON RIVER, 24.5 FT (7.5 M) EAST-NORTHEAST
 PP3453'OF TRUNK HIGHWAY 61 IN THE TOP OF A CONCRETE BRIDGE RAILING, 18.3 FT
 PP3453'(5.6 M) NORTH-NORTHWEST OF THE SOUTHEAST CORNER OF THE BRIDGE.
 PP3453
 PP3453                          STATION RECOVERY (2008)
 PP3453
 PP3453'RECOVERY NOTE BY MN DEPT OF TRANSP 2008 (MJA)
 PP3453'RECOVERED AS DESCRIBED.
 PP3453
 PP3453                          STATION RECOVERY (2014)
 PP3453
 PP3453'RECOVERY NOTE BY MN DEPT OF TRANSP 2014 (MAS)
 PP3453'1.0 MI (1.6 KM) NORTHWEST OF RED WING, IN BRIDGE RAILING IN SOUTHEAST
 PP3453'CORNER OF NORTHBOUND TRUNK HIGHWAY 61 BRIDGE NUMBER 25017 OVER CANNON
 PP3453'RIVER, 0.70 MI (1.1 KM) NORTHWEST ALONG TRUNK HIGHWAY 61  FROM THE
 PP3453'JUNCTION OF TRUNK HIGHWAY 61 AND TRUNK HIGHWAY 19 IN RED WING, AT
 PP3453'TRUNK HIGHWAY 61 MILE POINT 97.25, 24.5 FT (7.5 M) EAST-NORTHEAST OF
 PP3453'NORTHBOUND TRUNK HIGHWAY 61, 18.3 FT (18.6 M) NORTH-NORTHWEST OF THE
 PP3453'SOUTHEAST CORNER OF BRIDGE.
 PP3453
 PP3453                          STATION RECOVERY (2023)
 PP3453
 PP3453'RECOVERY NOTE BY MN DEPT OF TRANSP 2023 (MJS)
 PP3453'THE SURVEY MARK HAS BEEN DEEMED UNSAFE DUE TO FALL RISK AND HAS BEEN
 PP3453'ABANDONED FOR MNDOT GEODETIC USE.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DK6737 ***********************************************************************
 DK6737  DESIGNATION -  2514 AH 1
 DK6737  PID         -  DK6737
 DK6737  STATE/COUNTY-  MN/GOODHUE
 DK6737  COUNTRY     -  US
 DK6737  USGS QUAD   -  WELCH (2019)
 DK6737
 DK6737                         *CURRENT SURVEY CONTROL
 DK6737  ______________________________________________________________________
 DK6737* NAD 83(1986) POSITION- 44 37 15.04   (N) 092 40 18.04   (W)   HD_HELD1
 DK6737* NAVD 88 ORTHO HEIGHT -   211.291 (meters)      693.21  (feet) ADJUSTED
 DK6737  ______________________________________________________________________
 DK6737  GEOID HEIGHT    -        -29.985 (meters)                     GEOID18
 DK6737  DYNAMIC HEIGHT  -        211.262 (meters)      693.12  (feet) COMP
 DK6737  MODELED GRAVITY -    980,474.5   (mgal)                       NAVD 88
 DK6737
 DK6737  VERT ORDER      -  SECOND    CLASS I
 DK6737
 DK6737.The horizontal coordinates were determined by differentially corrected
 DK6737.hand held GPS observations or other comparable positioning techniques
 DK6737.and have an estimated accuracy of +/- 3 meters.
 DK6737
 DK6737.The orthometric height was determined by differential leveling and
 DK6737.adjusted by the NATIONAL GEODETIC SURVEY
 DK6737.in December 2008.
 DK6737
 DK6737.No vertical observational check was made to the station.
 DK6737
 DK6737.Significant digits in the geoid height do not necessarily reflect accuracy.
 DK6737.GEOID18 height accuracy estimate available here.
 DK6737
 DK6737.Click photographs - Photos may exist for this station.
 DK6737
 DK6737.The dynamic height is computed by dividing the NAVD 88
 DK6737.geopotential number by the normal gravity value computed on the
 DK6737.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK6737.degrees latitude (g = 980.6199 gals.).
 DK6737
 DK6737.The modeled gravity was interpolated from observed gravity values.
 DK6737
 DK6737;                    North         East    Units  Estimated Accuracy
 DK6737;SPC MN S     -   280,951.0     905,409.8     MT  (+/- 3 meters HH1 GPS) 
 DK6737
 DK6737_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWK2604640884(NAD 83)
 DK6737
 DK6737                          SUPERSEDED SURVEY CONTROL
 DK6737
 DK6737.No superseded survey control is available for this station.
 DK6737
 DK6737_MARKER: DV = VERTICAL CONTROL DISK
 DK6737_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DK6737_SP_SET: BRIDGE ABUTMENT
 DK6737_STAMPING: 2514 AH 1 2005
 DK6737_MARK LOGO: MNDT
 DK6737_MAGNETIC: N = NO MAGNETIC MATERIAL
 DK6737_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DK6737_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DK6737+SATELLITE: SATELLITE OBSERVATIONS - September 23, 2008
 DK6737
 DK6737  HISTORY     - Date     Condition        Report By
 DK6737  HISTORY     - 20051122 MONUMENTED       MNDT
 DK6737  HISTORY     - 20080923 GOOD             MNDT
 DK6737
 DK6737                          STATION DESCRIPTION
 DK6737
 DK6737'DESCRIBED BY MN DEPT OF TRANSP 2005
 DK6737'THE MARK IS LOCATED ABOUT 7.9 MI (12.7 KM) WEST-NORTHWEST OF RED WING,
 DK6737'7.1 MI (11.4 KM) EAST-NORTHEAST OF MIESVILLE AND 4.9 MI (7.9 KM)
 DK6737'NORTHEAST OF WELCH, IN AN ABUTMENT IN SOUTHEAST CORNER OF COUNTY ROAD
 DK6737'18 BRIDGE NUMBER 25505 OVER A CREEK.
 DK6737'
 DK6737'TO REACH THE MARK GO 2.1 MI (3.4 KM) NORTH ALONG COUNTY ROAD 18 FROM
 DK6737'ITS JUNCTION WITH TRUNK HIGHWAY 61.
 DK6737'
 DK6737'THE MARK IS 23.0 FT (7.0 M) EAST OF COUNTY ROAD 18.
 DK6737
 DK6737                          STATION RECOVERY (2008)
 DK6737
 DK6737'RECOVERY NOTE BY MN DEPT OF TRANSP 2008 (MJA)
 DK6737'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DK6738 ***********************************************************************
 DK6738  DESIGNATION -  2514 AH 2
 DK6738  PID         -  DK6738
 DK6738  STATE/COUNTY-  MN/GOODHUE
 DK6738  COUNTRY     -  US
 DK6738  USGS QUAD   -  DIAMOND BLUFF WEST (2018)
 DK6738
 DK6738                         *CURRENT SURVEY CONTROL
 DK6738  ______________________________________________________________________
 DK6738* NAD 83(1986) POSITION- 44 37 38.92   (N) 092 40 18.06   (W)   HD_HELD1
 DK6738* NAVD 88 ORTHO HEIGHT -   210.803 (meters)      691.61  (feet) ADJUSTED
 DK6738  ______________________________________________________________________
 DK6738  GEOID HEIGHT    -        -29.983 (meters)                     GEOID18
 DK6738  DYNAMIC HEIGHT  -        210.774 (meters)      691.51  (feet) COMP
 DK6738  MODELED GRAVITY -    980,474.6   (mgal)                       NAVD 88
 DK6738
 DK6738  VERT ORDER      -  SECOND    CLASS I
 DK6738
 DK6738.The horizontal coordinates were determined by differentially corrected
 DK6738.hand held GPS observations or other comparable positioning techniques
 DK6738.and have an estimated accuracy of +/- 3 meters.
 DK6738
 DK6738.The orthometric height was determined by differential leveling and
 DK6738.adjusted by the NATIONAL GEODETIC SURVEY
 DK6738.in December 2008.
 DK6738
 DK6738.No vertical observational check was made to the station.
 DK6738
 DK6738.Significant digits in the geoid height do not necessarily reflect accuracy.
 DK6738.GEOID18 height accuracy estimate available here.
 DK6738
 DK6738.Click photographs - Photos may exist for this station.
 DK6738
 DK6738.The dynamic height is computed by dividing the NAVD 88
 DK6738.geopotential number by the normal gravity value computed on the
 DK6738.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK6738.degrees latitude (g = 980.6199 gals.).
 DK6738
 DK6738.The modeled gravity was interpolated from observed gravity values.
 DK6738
 DK6738;                    North         East    Units  Estimated Accuracy
 DK6738;SPC MN S     -   281,688.0     905,397.4     MT  (+/- 3 meters HH1 GPS) 
 DK6738
 DK6738_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWK2604341621(NAD 83)
 DK6738
 DK6738                          SUPERSEDED SURVEY CONTROL
 DK6738
 DK6738.No superseded survey control is available for this station.
 DK6738
 DK6738_MARKER: DB = BENCH MARK DISK
 DK6738_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DK6738_SP_SET: BRIDGE ABUTMENT
 DK6738_STAMPING: 2514 AH 2 2005
 DK6738_MARK LOGO: MNDT
 DK6738_MAGNETIC: N = NO MAGNETIC MATERIAL
 DK6738_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DK6738_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DK6738+SATELLITE: SATELLITE OBSERVATIONS - September 23, 2008
 DK6738
 DK6738  HISTORY     - Date     Condition        Report By
 DK6738  HISTORY     - 20051122 MONUMENTED       MNDT
 DK6738  HISTORY     - 20080923 GOOD             MNDT
 DK6738
 DK6738                          STATION DESCRIPTION
 DK6738
 DK6738'DESCRIBED BY MN DEPT OF TRANSP 2005
 DK6738'THE MARK IS LOCATED ABOUT 7.2 MI (11.6 KM) EAST-NORTHEAST OF MIESVILLE
 DK6738'AND 5.2 MI (8.4 KM) NORTHEAST OF WELCH.  4.8 MI (7.7 KM) NORTHWEST OF
 DK6738'RED WING.
 DK6738'
 DK6738'TO REACH THE MARK FROM THE JUNCTION OF COUNTY ROAD 18 AND TRUNK
 DK6738'HIGHWAY 61 NORTHWEST OF RED WING, GO 2.7 MI (4.3 KM) NORTH ALONG
 DK6738'COUNTY ROAD 18.
 DK6738'
 DK6738'THE MARK IS SET 23.0 FT (7.0 M) EAST OF COUNTY ROAD 18, IN THE BRIDGE
 DK6738'OVER LAKE LARSON IN THE SOUTHEAST ABUTMENT.
 DK6738
 DK6738                          STATION RECOVERY (2008)
 DK6738
 DK6738'RECOVERY NOTE BY MN DEPT OF TRANSP 2008 (MJA)
 DK6738'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DK6736 ***********************************************************************
 DK6736  DESIGNATION -  2514 AH 3
 DK6736  PID         -  DK6736
 DK6736  STATE/COUNTY-  MN/GOODHUE
 DK6736  COUNTRY     -  US
 DK6736  USGS QUAD   -  WELCH (2019)
 DK6736
 DK6736                         *CURRENT SURVEY CONTROL
 DK6736  ______________________________________________________________________
 DK6736* NAD 83(1986) POSITION- 44 36 00.13   (N) 092 40 19.05   (W)   HD_HELD1
 DK6736* NAVD 88 ORTHO HEIGHT -   309.396 (meters)     1015.08  (feet) ADJUSTED
 DK6736  ______________________________________________________________________
 DK6736  GEOID HEIGHT    -        -29.988 (meters)                     GEOID18
 DK6736  DYNAMIC HEIGHT  -        309.354 (meters)     1014.94  (feet) COMP
 DK6736  MODELED GRAVITY -    980,474.0   (mgal)                       NAVD 88
 DK6736
 DK6736  VERT ORDER      -  SECOND    CLASS I
 DK6736
 DK6736.The horizontal coordinates were determined by differentially corrected
 DK6736.hand held GPS observations or other comparable positioning techniques
 DK6736.and have an estimated accuracy of +/- 3 meters.
 DK6736
 DK6736.The orthometric height was determined by differential leveling and
 DK6736.adjusted by the NATIONAL GEODETIC SURVEY
 DK6736.in December 2008.
 DK6736
 DK6736.No vertical observational check was made to the station.
 DK6736
 DK6736.Significant digits in the geoid height do not necessarily reflect accuracy.
 DK6736.GEOID18 height accuracy estimate available here.
 DK6736
 DK6736.Click photographs - Photos may exist for this station.
 DK6736
 DK6736.The dynamic height is computed by dividing the NAVD 88
 DK6736.geopotential number by the normal gravity value computed on the
 DK6736.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK6736.degrees latitude (g = 980.6199 gals.).
 DK6736
 DK6736.The modeled gravity was interpolated from observed gravity values.
 DK6736
 DK6736;                    North         East    Units  Estimated Accuracy
 DK6736;SPC MN S     -   278,638.8     905,425.1     MT  (+/- 3 meters HH1 GPS) 
 DK6736
 DK6736_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWK2603338573(NAD 83)
 DK6736
 DK6736                          SUPERSEDED SURVEY CONTROL
 DK6736
 DK6736.No superseded survey control is available for this station.
 DK6736
 DK6736_MARKER: DD = SURVEY DISK
 DK6736_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DK6736_STAMPING: 2514 AH 3 2005
 DK6736_MARK LOGO: MNDT
 DK6736_PROJECTION: FLUSH
 DK6736_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DK6736_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DK6736_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DK6736+SATELLITE: SATELLITE OBSERVATIONS - October 23, 2014
 DK6736_ROD/PIPE-DEPTH: 6.7 meters
 DK6736
 DK6736  HISTORY     - Date     Condition        Report By
 DK6736  HISTORY     - 20051122 MONUMENTED       MNDT
 DK6736  HISTORY     - 20081126 GOOD             MNDT
 DK6736  HISTORY     - 20141023 GOOD             MNDT
 DK6736
 DK6736                          STATION DESCRIPTION
 DK6736
 DK6736'DESCRIBED BY MN DEPT OF TRANSP 2005
 DK6736'THE MARK IS LOCATED ABOUT 7.3 MI (11.7 KM) WEST-NORTHWEST OF RED WING,
 DK6736'7.0 MI (11.3 KM) EAST OF MIESVILLE AND 4.0 MI (6.4 KM) EAST-NORTHEAST
 DK6736'OF WELCH, 3.0 MI (4.8 KM) NORTHWEST OF RED WING.
 DK6736'
 DK6736'TO REACH THE MARK FROM THE JUNCTION OF COUNTY ROAD 18 WITH TRUNK
 DK6736'HIGHWAY 61, GO 0.6 MI (1.0 KM) NORTH.
 DK6736'
 DK6736'THE MARK IS 147.8 FT (45.0 M) WEST OF COUNTY ROAD 18, 63.3 FT (19.3 M)
 DK6736'SOUTH OF COUNTY ROAD 31, 3.7 FT (1.1 M) NORTH OF A POWER POLE, 0.9 FT
 DK6736'(0.3 M) NORTH OF A WITNESS POST.
 DK6736
 DK6736                          STATION RECOVERY (2008)
 DK6736
 DK6736'RECOVERY NOTE BY MN DEPT OF TRANSP 2008 (VWC)
 DK6736'RECOVERED AS DESCRIBED.
 DK6736
 DK6736                          STATION RECOVERY (2014)
 DK6736
 DK6736'RECOVERY NOTE BY MN DEPT OF TRANSP 2014 (KMS)
 DK6736'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 PP3438 ***********************************************************************
 PP3438  DESIGNATION -  2514 AQ
 PP3438  PID         -  PP3438
 PP3438  STATE/COUNTY-  MN/GOODHUE
 PP3438  COUNTRY     -  US
 PP3438  USGS QUAD   -  MIESVILLE (2019)
 PP3438
 PP3438                         *CURRENT SURVEY CONTROL
 PP3438  ______________________________________________________________________
 PP3438* NAD 83(1986) POSITION- 44 35 59.38   (N) 092 45 07.54   (W)   HD_HELD1
 PP3438* NAVD 88 ORTHO HEIGHT -   310.655 (meters)     1019.21  (feet) ADJUSTED
 PP3438  ______________________________________________________________________
 PP3438  GEOID HEIGHT    -        -29.782 (meters)                     GEOID18
 PP3438  DYNAMIC HEIGHT  -        310.610 (meters)     1019.06  (feet) COMP
 PP3438  MODELED GRAVITY -    980,463.1   (mgal)                       NAVD 88
 PP3438
 PP3438  VERT ORDER      -  SECOND    CLASS I
 PP3438
 PP3438.The horizontal coordinates were determined by differentially corrected
 PP3438.hand held GPS observations or other comparable positioning techniques
 PP3438.and have an estimated accuracy of +/- 3 meters.
 PP3438
 PP3438.The orthometric height was determined by differential leveling and
 PP3438.adjusted by the NATIONAL GEODETIC SURVEY
 PP3438.in June 1995.
 PP3438
 PP3438.Significant digits in the geoid height do not necessarily reflect accuracy.
 PP3438.GEOID18 height accuracy estimate available here.
 PP3438
 PP3438.Click photographs - Photos may exist for this station.
 PP3438
 PP3438.The dynamic height is computed by dividing the NAVD 88
 PP3438.geopotential number by the normal gravity value computed on the
 PP3438.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP3438.degrees latitude (g = 980.6199 gals.).
 PP3438
 PP3438.The modeled gravity was interpolated from observed gravity values.
 PP3438
 PP3438;                    North         East    Units  Estimated Accuracy
 PP3438;SPC MN S     -   278,515.4     899,064.5     MT  (+/- 3 meters HH1 GPS) 
 PP3438
 PP3438_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWK1967438527(NAD 83)
 PP3438
 PP3438                          SUPERSEDED SURVEY CONTROL
 PP3438
 PP3438.No superseded survey control is available for this station.
 PP3438
 PP3438_MARKER: DV = VERTICAL CONTROL DISK
 PP3438_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 PP3438_STAMPING: 2514 AQ 1988
 PP3438_MARK LOGO: MNDT
 PP3438_PROJECTION: RECESSED 30 CENTIMETERS
 PP3438_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 PP3438_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PP3438_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 PP3438+SATELLITE: SATELLITE OBSERVATIONS - October 03, 2023
 PP3438
 PP3438  HISTORY     - Date     Condition        Report By
 PP3438  HISTORY     - 1988     MONUMENTED       MNDT
 PP3438  HISTORY     - 20080918 GOOD             MNDT
 PP3438  HISTORY     - 20141022 GOOD             MNDT
 PP3438  HISTORY     - 20231003 GOOD             MNDT
 PP3438
 PP3438                          STATION DESCRIPTION
 PP3438
 PP3438'DESCRIBED BY MN DEPT OF TRANSP 1988
 PP3438'THE MARK IS LOCATED ABOUT 2.5 MI (4.0 KM) EAST OF THE CITY OF
 PP3438'MIESVILLE, 1.0 MI (1.6 KM) EAST ALONG TRUNK HIGHWAY 61 FROM ITS
 PP3438'JUNCTION WITH TRUNK HIGHWAY 316, NEAR THE JUNCTION OF A GRAVEL ROAD
 PP3438'SOUTH AND IN THE NW 1/4 OF SECTION 16, T113N, R16W.  THE MARK IS
 PP3438'ABOUT 300 FT (91.4 M) SOUTH OF THE CENTERLINE OF HIGHWAY 61 AT
 PP3438'MILEPOINT 103.5, 23.0 FT (7.0 M) EAST OF AND ABOUT 1 FT (0.3 M) LOWER
 PP3438'THAN THE CENTER OF THE GRAVEL ROAD, 2.7 FT (0.8 M) NORTH OF A POWER
 PP3438'POLE AND 0.8 FT (0.2 M) WEST OF A STEEL WITNESS POST.  THE MARK, A
 PP3438'STANDARD MNDT MAGNETIC ALUMINUM VERTICAL CONTROL MONUMENT DISK
 PP3438'STAMPED---2514 AQ 1988---, IS FASTENED TO THE TOP OF A 3/4 INCH
 PP3438'DIAMETER BY 15 FOOT LONG ALUMINUM ALLOY ROD DRIVEN TO SPECIFICATIONS
 PP3438'AND IS FLUSH WITH THE SURFACE OF THE GROUND.
 PP3438
 PP3438                          STATION RECOVERY (2008)
 PP3438
 PP3438'RECOVERY NOTE BY MN DEPT OF TRANSP 2008 (MA)
 PP3438'RECOVERED AS DESCRIBED.
 PP3438
 PP3438                          STATION RECOVERY (2014)
 PP3438
 PP3438'RECOVERY NOTE BY MN DEPT OF TRANSP 2014 (KMS)
 PP3438'RECOVERED AS DESCRIBED.
 PP3438
 PP3438                          STATION RECOVERY (2023)
 PP3438
 PP3438'RECOVERY NOTE BY MN DEPT OF TRANSP 2023 (MJS)
 PP3438'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DQ1090 ***********************************************************************
 DQ1090  DESIGNATION -  2514 AS RESET
 DQ1090  PID         -  DQ1090
 DQ1090  STATE/COUNTY-  MN/GOODHUE
 DQ1090  COUNTRY     -  US
 DQ1090  USGS QUAD   -  MIESVILLE (2019)
 DQ1090
 DQ1090                         *CURRENT SURVEY CONTROL
 DQ1090  ______________________________________________________________________
 DQ1090* NAD 83(1986) POSITION- 44 36 02.15   (N) 092 47 06.64   (W)   HD_HELD1
 DQ1090* NAVD 88 ORTHO HEIGHT -   306.340 (meters)     1005.05  (feet) ADJUSTED
 DQ1090  ______________________________________________________________________
 DQ1090  GEOID HEIGHT    -        -29.683 (meters)                     GEOID18
 DQ1090  DYNAMIC HEIGHT  -        306.293 (meters)     1004.90  (feet) COMP
 DQ1090  MODELED GRAVITY -    980,456.8   (mgal)                       NAVD 88
 DQ1090
 DQ1090  VERT ORDER      -  SECOND    CLASS I
 DQ1090
 DQ1090.The horizontal coordinates were determined by differentially corrected
 DQ1090.hand held GPS observations or other comparable positioning techniques
 DQ1090.and have an estimated accuracy of +/- 3 meters.
 DQ1090
 DQ1090.The orthometric height was determined by differential leveling and
 DQ1090.adjusted by the NATIONAL GEODETIC SURVEY
 DQ1090.in September 2016.
 DQ1090
 DQ1090.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ1090.GEOID18 height accuracy estimate available here.
 DQ1090
 DQ1090.Click photographs - Photos may exist for this station.
 DQ1090
 DQ1090.The dynamic height is computed by dividing the NAVD 88
 DQ1090.geopotential number by the normal gravity value computed on the
 DQ1090.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ1090.degrees latitude (g = 980.6199 gals.).
 DQ1090
 DQ1090.The modeled gravity was interpolated from observed gravity values.
 DQ1090
 DQ1090;                    North         East    Units  Estimated Accuracy
 DQ1090;SPC MN S     -   278,561.4     896,437.1     MT  (+/- 3 meters HH1 GPS) 
 DQ1090
 DQ1090_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWK1704838605(NAD 83)
 DQ1090
 DQ1090                          SUPERSEDED SURVEY CONTROL
 DQ1090
 DQ1090.No superseded survey control is available for this station.
 DQ1090
 DQ1090_MARKER: I = METAL ROD
 DQ1090_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DQ1090_STAMPING: 2514 AS RESET 2014
 DQ1090_MARK LOGO: MNDT
 DQ1090_PROJECTION: RECESSED 8 CENTIMETERS
 DQ1090_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DQ1090_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ1090_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ1090+SATELLITE: SATELLITE OBSERVATIONS - October 02, 2023
 DQ1090_ROD/PIPE-DEPTH: 6.1 meters
 DQ1090
 DQ1090  HISTORY     - Date     Condition        Report By
 DQ1090  HISTORY     - 20141022 MONUMENTED       MNDT
 DQ1090  HISTORY     - 20231002 GOOD             MNDT
 DQ1090
 DQ1090                          STATION DESCRIPTION
 DQ1090
 DQ1090'DESCRIBED BY MN DEPT OF TRANSP 2014
 DQ1090'THE STATION IS LOCATED ABOUT 8.8 MI (14.2 KM) NORTHEAST OF CANNON
 DQ1090'FALLS, 3.2 MI (5.1 KM) NORTHWEST OF WELCH AND 1.4 MI (2.3 KM) EAST OF
 DQ1090'MIESVILLE.
 DQ1090'
 DQ1090'TO REACH THE MARK GO 1.3 MI (2.1 KM) EAST ALONG TRUNK HIGHWAY 61 FROM
 DQ1090'THE JUNCTION TRUNK HIGHWAY 61 AND COUNTY ROAD 91 SOUTH IN MIESVILLE,
 DQ1090'AT TRUNK HIGHWAY 61 MILE POINT 105.1.
 DQ1090'
 DQ1090'THE MARK IS LOCATED 44.5 FT (13.6 M) SOUTH OF TRUNK HIGHWAY 61, 1.2 FT
 DQ1090'(0.4 M) NORTH OF A WITNESS POST.
 DQ1090'
 DQ1090'NOTE - THE STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM
 DQ1090'ROD DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION REMOVABLE
 DQ1090'DISK SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH
 DQ1090'PVC PIPE BACK FILLED WITH WASHED SAND.
 DQ1090
 DQ1090                          STATION RECOVERY (2023)
 DQ1090
 DQ1090'RECOVERY NOTE BY MN DEPT OF TRANSP 2023 (MJS)
 DQ1090'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DK6870 ***********************************************************************
 DK6870  DESIGNATION -  2514 AT
 DK6870  PID         -  DK6870
 DK6870  STATE/COUNTY-  MN/GOODHUE
 DK6870  COUNTRY     -  US
 DK6870  USGS QUAD   -  WELCH (2019)
 DK6870
 DK6870                         *CURRENT SURVEY CONTROL
 DK6870  ______________________________________________________________________
 DK6870* NAD 83(1986) POSITION- 44 34 27.06   (N) 092 38 55.49   (W)   HD_HELD1
 DK6870* NAVD 88 ORTHO HEIGHT -   223.074 (meters)      731.87  (feet) ADJUSTED
 DK6870  ______________________________________________________________________
 DK6870  GEOID HEIGHT    -        -30.055 (meters)                     GEOID18
 DK6870  DYNAMIC HEIGHT  -        223.042 (meters)      731.76  (feet) COMP
 DK6870  MODELED GRAVITY -    980,469.6   (mgal)                       NAVD 88
 DK6870
 DK6870  VERT ORDER      -  SECOND    CLASS I
 DK6870
 DK6870.The horizontal coordinates were determined by differentially corrected
 DK6870.hand held GPS observations or other comparable positioning techniques
 DK6870.and have an estimated accuracy of +/- 3 meters.
 DK6870
 DK6870.The orthometric height was determined by differential leveling and
 DK6870.adjusted by the NATIONAL GEODETIC SURVEY
 DK6870.in December 2008.
 DK6870
 DK6870.Significant digits in the geoid height do not necessarily reflect accuracy.
 DK6870.GEOID18 height accuracy estimate available here.
 DK6870
 DK6870.Click photographs - Photos may exist for this station.
 DK6870
 DK6870.The dynamic height is computed by dividing the NAVD 88
 DK6870.geopotential number by the normal gravity value computed on the
 DK6870.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK6870.degrees latitude (g = 980.6199 gals.).
 DK6870
 DK6870.The modeled gravity was interpolated from observed gravity values.
 DK6870
 DK6870;                    North         East    Units  Estimated Accuracy
 DK6870;SPC MN S     -   275,796.8     907,315.0     MT  (+/- 3 meters HH1 GPS) 
 DK6870
 DK6870_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWK2788835709(NAD 83)
 DK6870
 DK6870                          SUPERSEDED SURVEY CONTROL
 DK6870
 DK6870.No superseded survey control is available for this station.
 DK6870
 DK6870_MARKER: DV = VERTICAL CONTROL DISK
 DK6870_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DK6870_SP_SET: BRIDGE RAILING
 DK6870_STAMPING: 2514 AT 1994
 DK6870_MARK LOGO: MNDT
 DK6870_MAGNETIC: N = NO MAGNETIC MATERIAL
 DK6870_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DK6870_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DK6870+SATELLITE: SATELLITE OBSERVATIONS - October 23, 2014
 DK6870
 DK6870  HISTORY     - Date     Condition        Report By
 DK6870  HISTORY     - 19940401 MONUMENTED       MNDT
 DK6870  HISTORY     - 20051122 GOOD             MNDT
 DK6870  HISTORY     - 20080923 GOOD             MNDT
 DK6870  HISTORY     - 20141023 GOOD             MNDT
 DK6870
 DK6870                          STATION DESCRIPTION
 DK6870
 DK6870'DESCRIBED BY MN DEPT OF TRANSP 2005 (KNB)
 DK6870'THE MARK IS LOCATED ABOUT 8.3 MI (13.4 KM) EAST-SOUTHEAST OF
 DK6870'MIESVILLE, 5.7 MI (9.2 KM) WEST OF RED WING AND 4.4 MI (7.1 KM) EAST
 DK6870'OF WELCH.
 DK6870'
 DK6870'TO REACH GO TO TRUNK HIGHWAY 61 MILE POINT 97.25 0.71 MI (1.1 KM)
 DK6870'NORTH OF THE JUNCTION OF TRUNK HIGHWAY 61 AND TRUNK HIGHWAY 19 AT RED
 DK6870'WING, NEAR SOUTHEAST CORNER OF TRUNK HIGHWAY 61 BRIDGE NUMBER 25023
 DK6870'SPANNING CANNON RIVER.
 DK6870'
 DK6870'THE MARK IS LOCATED 19.1 FT (5.8 M) EAST-NORTHEAST OF SOUTH BOUND LANE
 DK6870'OF TRUNK HIGHWAY 61, IN THE TOP OF A CONCRETE BRIDGE RAILING SOUTHEAST
 DK6870'OF THE CORNER OF THE BRIDGE.
 DK6870
 DK6870                          STATION RECOVERY (2008)
 DK6870
 DK6870'RECOVERY NOTE BY MN DEPT OF TRANSP 2008 (MJA)
 DK6870'RECOVERED AS DESCRIBED.
 DK6870
 DK6870                          STATION RECOVERY (2014)
 DK6870
 DK6870'RECOVERY NOTE BY MN DEPT OF TRANSP 2014 (MAS)
 DK6870'1.0 MI (1.6 KM) NORTHWEST OF RED WING, IN BRIDGE RAILING IN SOUTHEAST
 DK6870'CORNER OF SOUTHBOUND TRUNK HIGHWAY 61 BRIDGE NUMBER 25023 OVER CANNON
 DK6870'RIVER, 0.71 MI (1.1 KM) NORTHWEST ALONG TRUNK HIGHWAY 61  FROM THE
 DK6870'JUNCTION TRUNK HIGHWAY 61 AND TRUNK HIGHWAY 19 IN RED WING, AT TRUNK
 DK6870'HIGHWAY 61 MILE POINT 97.25, 19.1 FT (5.8 M) EAST-NORTHEAST OF
 DK6870'SOUTHBOUND TRUNK HIGHWAY 61.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DK6729 ***********************************************************************
 DK6729  DESIGNATION -  2514 AU
 DK6729  PID         -  DK6729
 DK6729  STATE/COUNTY-  MN/GOODHUE
 DK6729  COUNTRY     -  US
 DK6729  USGS QUAD   -  WELCH (2019)
 DK6729
 DK6729                         *CURRENT SURVEY CONTROL
 DK6729  ______________________________________________________________________
 DK6729* NAD 83(1986) POSITION- 44 34 29.52   (N) 092 38 57.23   (W)   HD_HELD1
 DK6729* NAVD 88 ORTHO HEIGHT -   219.232 (meters)      719.26  (feet) ADJUSTED
 DK6729  ______________________________________________________________________
 DK6729  GEOID HEIGHT    -        -30.054 (meters)                     GEOID18
 DK6729  DYNAMIC HEIGHT  -        219.201 (meters)      719.16  (feet) COMP
 DK6729  MODELED GRAVITY -    980,469.9   (mgal)                       NAVD 88
 DK6729
 DK6729  VERT ORDER      -  SECOND    CLASS I
 DK6729
 DK6729.The horizontal coordinates were determined by differentially corrected
 DK6729.hand held GPS observations or other comparable positioning techniques
 DK6729.and have an estimated accuracy of +/- 3 meters.
 DK6729
 DK6729.The orthometric height was determined by differential leveling and
 DK6729.adjusted by the NATIONAL GEODETIC SURVEY
 DK6729.in December 2008.
 DK6729
 DK6729.Significant digits in the geoid height do not necessarily reflect accuracy.
 DK6729.GEOID18 height accuracy estimate available here.
 DK6729
 DK6729.Click photographs - Photos may exist for this station.
 DK6729
 DK6729.The dynamic height is computed by dividing the NAVD 88
 DK6729.geopotential number by the normal gravity value computed on the
 DK6729.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK6729.degrees latitude (g = 980.6199 gals.).
 DK6729
 DK6729.The modeled gravity was interpolated from observed gravity values.
 DK6729
 DK6729;                    North         East    Units  Estimated Accuracy
 DK6729;SPC MN S     -   275,872.1     907,275.4     MT  (+/- 3 meters HH1 GPS) 
 DK6729
 DK6729_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWK2784935785(NAD 83)
 DK6729
 DK6729                          SUPERSEDED SURVEY CONTROL
 DK6729
 DK6729.No superseded survey control is available for this station.
 DK6729
 DK6729_MARKER: DV = VERTICAL CONTROL DISK
 DK6729_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DK6729_SP_SET: BRIDGE RAILING
 DK6729_STAMPING: 2514 AU 1994
 DK6729_MARK LOGO: MNDT
 DK6729_MAGNETIC: N = NO MAGNETIC MATERIAL
 DK6729_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DK6729_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DK6729+SATELLITE: SATELLITE OBSERVATIONS - October 23, 2014
 DK6729
 DK6729  HISTORY     - Date     Condition        Report By
 DK6729  HISTORY     - 19940401 MONUMENTED       MNDT
 DK6729  HISTORY     - 20051122 GOOD             MNDT
 DK6729  HISTORY     - 20080923 GOOD             MNDT
 DK6729  HISTORY     - 20141023 GOOD             MNDT
 DK6729
 DK6729                          STATION DESCRIPTION
 DK6729
 DK6729'DESCRIBED BY MN DEPT OF TRANSP 2005 (KNB)
 DK6729'THE MARK IS LOCATED ABOUT 8.3 MI (13.4 KM) EAST-SOUTHEAST OF
 DK6729'MIESVILLE, 5.8 MI (9.3 KM) WEST OF RED WING AND 4.4 MI (7.1 KM) EAST
 DK6729'OF WELCH.
 DK6729'
 DK6729'TO REACH GO 0.76 MI (1.2 KM) NORTH OF THE JUNCTION OF TRUNK HIGHWAY 61
 DK6729'AND TRUNK HIGHWAY 19 AT RED WING.
 DK6729'
 DK6729'THE MARK IS IN THE NORTHEAST CORNER OF BRIDGE NUMBER 25023 SPANNING
 DK6729'CANNON RIVER, AT TRUNK HIGHWAY 61 MILE POINT 97.30, 19.1 FT (5.8 M)
 DK6729'EAST OF THE SOUTH BOUND LANE OF TRUNK HIGHWAY 61, IN THE TOP OF THE
 DK6729'EAST BRIDGE RAILING.
 DK6729
 DK6729                          STATION RECOVERY (2008)
 DK6729
 DK6729'RECOVERY NOTE BY MN DEPT OF TRANSP 2008 (MJA)
 DK6729'RECOVERED AS DESCRIBED.
 DK6729
 DK6729                          STATION RECOVERY (2014)
 DK6729
 DK6729'RECOVERY NOTE BY MN DEPT OF TRANSP 2014 (MAS)
 DK6729'1.0 MI (1.6 KM) NORTHWEST OF RED WING, IN BRIDGE RAILING IN NORTHEAST
 DK6729'CORNER OF SOUTHBOUND TRUNK HIGHWAY 61 BRIDGE NUMBER 25023 OVER CANNON
 DK6729'RIVER, 0.76 MI (1.2 KM) NORTHWEST ALONG TRUNK HIGHWAY 61  FROM THE
 DK6729'JUNCTION OF TRUNK HIGHWAY 61 AND TRUNK HIGHWAY 19 IN RED WING, AT
 DK6729'TRUNK HIGHWAY 61 MILE POINT 97.30, 19.1 FT (5.8 M) EAST OF SOUTHBOUND
 DK6729'TRUNK HIGHWAY 61.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DK6732 ***********************************************************************
 DK6732  DESIGNATION -  2514 AV
 DK6732  PID         -  DK6732
 DK6732  STATE/COUNTY-  MN/GOODHUE
 DK6732  COUNTRY     -  US
 DK6732  USGS QUAD   -  WELCH (2019)
 DK6732
 DK6732                         *CURRENT SURVEY CONTROL
 DK6732  ______________________________________________________________________
 DK6732* NAD 83(1986) POSITION- 44 34 48.87   (N) 092 39 13.27   (W)   HD_HELD1
 DK6732* NAVD 88 ORTHO HEIGHT -   215.092 (meters)      705.68  (feet) ADJUSTED
 DK6732  ______________________________________________________________________
 DK6732  GEOID HEIGHT    -        -30.044 (meters)                     GEOID18
 DK6732  DYNAMIC HEIGHT  -        215.061 (meters)      705.58  (feet) COMP
 DK6732  MODELED GRAVITY -    980,471.9   (mgal)                       NAVD 88
 DK6732
 DK6732  VERT ORDER      -  SECOND    CLASS I
 DK6732
 DK6732.The horizontal coordinates were determined by differentially corrected
 DK6732.hand held GPS observations or other comparable positioning techniques
 DK6732.and have an estimated accuracy of +/- 3 meters.
 DK6732
 DK6732.The orthometric height was determined by differential leveling and
 DK6732.adjusted by the NATIONAL GEODETIC SURVEY
 DK6732.in December 2008.
 DK6732
 DK6732.Significant digits in the geoid height do not necessarily reflect accuracy.
 DK6732.GEOID18 height accuracy estimate available here.
 DK6732
 DK6732.Click photographs - Photos may exist for this station.
 DK6732
 DK6732.The dynamic height is computed by dividing the NAVD 88
 DK6732.geopotential number by the normal gravity value computed on the
 DK6732.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK6732.degrees latitude (g = 980.6199 gals.).
 DK6732
 DK6732.The modeled gravity was interpolated from observed gravity values.
 DK6732
 DK6732;                    North         East    Units  Estimated Accuracy
 DK6732;SPC MN S     -   276,463.4     906,911.7     MT  (+/- 3 meters HH1 GPS) 
 DK6732
 DK6732_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWK2749336380(NAD 83)
 DK6732
 DK6732                          SUPERSEDED SURVEY CONTROL
 DK6732
 DK6732.No superseded survey control is available for this station.
 DK6732
 DK6732_MARKER: DV = VERTICAL CONTROL DISK
 DK6732_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DK6732_SP_SET: BRIDGE RAILING
 DK6732_STAMPING: 2514 AV 1994
 DK6732_MARK LOGO: MNDT
 DK6732_MAGNETIC: N = NO MAGNETIC MATERIAL
 DK6732_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DK6732_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DK6732+SATELLITE: SATELLITE OBSERVATIONS - October 23, 2014
 DK6732
 DK6732  HISTORY     - Date     Condition        Report By
 DK6732  HISTORY     - 19940401 MONUMENTED       MNDT
 DK6732  HISTORY     - 20051122 GOOD             MNDT
 DK6732  HISTORY     - 20080923 GOOD             MNDT
 DK6732  HISTORY     - 20141023 GOOD             MNDT
 DK6732
 DK6732                          STATION DESCRIPTION
 DK6732
 DK6732'DESCRIBED BY MN DEPT OF TRANSP 2005 (KNB)
 DK6732'THE MARK IS LOCATED ABOUT 8.0 MI (12.9 KM) EAST OF MIESVILLE, 6.0 MI
 DK6732'(9.7 KM) WEST-NORTHWEST OF RED WING AND 4.3 MI (6.9 KM) EAST OF WELCH,
 DK6732'1.19 MI (1.9 KM) NORTHWEST OF THE JUNCTION OF TRUNK HIGHWAY 61 AND
 DK6732'TRUNK HIGHWAY 19 AT RED WING.
 DK6732'
 DK6732'THE MARK IS NEAR TRUNK HIGHWAY 61 MILE POINT 97.75, 19.1 FT (5.8 M)
 DK6732'EAST OF SOUTH BOUND TRUNK HIGHWAY 61, IN THE TOP OF EAST RAIL,
 DK6732'SOUTHEAST CORNER OF THE BRIDGE SPANNING THE CANNON RIVER.
 DK6732
 DK6732                          STATION RECOVERY (2008)
 DK6732
 DK6732'RECOVERY NOTE BY MN DEPT OF TRANSP 2008 (MJA)
 DK6732'RECOVERED AS DESCRIBED.
 DK6732
 DK6732                          STATION RECOVERY (2014)
 DK6732
 DK6732'RECOVERY NOTE BY MN DEPT OF TRANSP 2014 (MAS)
 DK6732'2.0 MI (3.2 KM) NORTHWEST OF RED WING, IN BRIDGE RAILING IN SOUTHEAST
 DK6732'CORNER OF SOUTHBOUND TRUNK HIGHWAY 61 BRIDGE NUMBER 25021 OVER CANNON
 DK6732'RIVER, 1.19 MI (1.9 KM) NORTHWEST ALONG TRUNK HIGHWAY 61  FROM THE
 DK6732'JUNCTION TRUNK HIGHWAY 61 AND TRUNK HIGHWAY 19 AT RED WING, AT TRUNK
 DK6732'HIGHWAY 61 MILE POINT 97.75, 19.1 FT (5.8 M) EAST OF SOUTHBOUND TRUNK
 DK6732'HIGHWAY 61.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DK6733 ***********************************************************************
 DK6733  DESIGNATION -  2514 AW
 DK6733  PID         -  DK6733
 DK6733  STATE/COUNTY-  MN/GOODHUE
 DK6733  COUNTRY     -  US
 DK6733  USGS QUAD   -  WELCH (2019)
 DK6733
 DK6733                         *CURRENT SURVEY CONTROL
 DK6733  ______________________________________________________________________
 DK6733* NAD 83(1986) POSITION- 44 34 52.37   (N) 092 39 16.25   (W)   HD_HELD1
 DK6733* NAVD 88 ORTHO HEIGHT -   215.727 (meters)      707.76  (feet) ADJUSTED
 DK6733  ______________________________________________________________________
 DK6733  GEOID HEIGHT    -        -30.042 (meters)                     GEOID18
 DK6733  DYNAMIC HEIGHT  -        215.696 (meters)      707.66  (feet) COMP
 DK6733  MODELED GRAVITY -    980,472.3   (mgal)                       NAVD 88
 DK6733
 DK6733  VERT ORDER      -  SECOND    CLASS I
 DK6733
 DK6733.The horizontal coordinates were determined by differentially corrected
 DK6733.hand held GPS observations or other comparable positioning techniques
 DK6733.and have an estimated accuracy of +/- 3 meters.
 DK6733
 DK6733.The orthometric height was determined by differential leveling and
 DK6733.adjusted by the NATIONAL GEODETIC SURVEY
 DK6733.in December 2008.
 DK6733
 DK6733.Significant digits in the geoid height do not necessarily reflect accuracy.
 DK6733.GEOID18 height accuracy estimate available here.
 DK6733
 DK6733.Click photographs - Photos may exist for this station.
 DK6733
 DK6733.The dynamic height is computed by dividing the NAVD 88
 DK6733.geopotential number by the normal gravity value computed on the
 DK6733.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK6733.degrees latitude (g = 980.6199 gals.).
 DK6733
 DK6733.The modeled gravity was interpolated from observed gravity values.
 DK6733
 DK6733;                    North         East    Units  Estimated Accuracy
 DK6733;SPC MN S     -   276,570.3     906,844.2     MT  (+/- 3 meters HH1 GPS) 
 DK6733
 DK6733_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWK2742736488(NAD 83)
 DK6733
 DK6733                          SUPERSEDED SURVEY CONTROL
 DK6733
 DK6733.No superseded survey control is available for this station.
 DK6733
 DK6733_MARKER: DV = VERTICAL CONTROL DISK
 DK6733_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DK6733_SP_SET: BRIDGE RAILING
 DK6733_STAMPING: 2514 AW 1994
 DK6733_MARK LOGO: MNDT
 DK6733_MAGNETIC: N = NO MAGNETIC MATERIAL
 DK6733_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DK6733_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DK6733+SATELLITE: SATELLITE OBSERVATIONS - October 23, 2014
 DK6733
 DK6733  HISTORY     - Date     Condition        Report By
 DK6733  HISTORY     - 19940401 MONUMENTED       MNDT
 DK6733  HISTORY     - 20051122 GOOD             MNDT
 DK6733  HISTORY     - 20080923 GOOD             MNDT
 DK6733  HISTORY     - 20141023 GOOD             MNDT
 DK6733
 DK6733                          STATION DESCRIPTION
 DK6733
 DK6733'DESCRIBED BY MN DEPT OF TRANSP 2005 (KNB)
 DK6733'THE MARK IS LOCATED ABOUT 7.9 MI (12.7 KM) EAST OF MIESVILLE, 6.1 MI
 DK6733'(9.8 KM) WEST-NORTHWEST OF RED WING AND 4.2 MI (6.8 KM) EAST-NORTHEAST
 DK6733'OF WELCH, 1.27 MI (2.0 KM) NORTHWEST OF THE JUNCTION OF TRUNK HIGHWAY
 DK6733'61 AND TRUNK HIGHWAY 19 AT RED WING.
 DK6733'
 DK6733'THE MARK IS NEAR TRUNK HIGHWAY 61 MILE POINT 97.85, 19.1 FT (5.8 M)
 DK6733'EAST OF THE SOUTH BOUND LANE OF TRUNK HIGHWAY 61, IN THE TOP OF EAST
 DK6733'BRIDGE RAIL IN THE NORTHEAST CORNER OF THE BRIDGE SPANNING THE CANNON
 DK6733'RIVER.
 DK6733
 DK6733                          STATION RECOVERY (2008)
 DK6733
 DK6733'RECOVERY NOTE BY MN DEPT OF TRANSP 2008 (MJA)
 DK6733'RECOVERED AS DESCRIBED.
 DK6733
 DK6733                          STATION RECOVERY (2014)
 DK6733
 DK6733'RECOVERY NOTE BY MN DEPT OF TRANSP 2014 (MAS)
 DK6733'2.0 MI (3.2 KM) NORTHWEST OF RED WING, IN BRIDGE RAILING IN NORTHEAST
 DK6733'CORNER OF SOUTHBOUND TRUNK HIGHWAY 61 BRIDGE NUMBER 25021 OVER CANNON
 DK6733'RIVER, 1.27 MI (2.0 KM) NORTHWEST ALONG TRUNK HIGHWAY 61  FROM THE
 DK6733'JUNCTION TRUNK HIGHWAY 61 AND TRUNK HIGHWAY 19 AT RED WING, AT TRUNK
 DK6733'HIGHWAY 61 MILE POINT 97.85, 19.1 FT (5.8 M) EAST OF SOUTHBOUND TRUNK
 DK6733'HIGHWAY 61.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DK6735 ***********************************************************************
 DK6735  DESIGNATION -  2514 AX
 DK6735  PID         -  DK6735
 DK6735  STATE/COUNTY-  MN/GOODHUE
 DK6735  COUNTRY     -  US
 DK6735  USGS QUAD   -  WELCH (2019)
 DK6735
 DK6735                         *CURRENT SURVEY CONTROL
 DK6735  ______________________________________________________________________
 DK6735* NAD 83(1986) POSITION- 44 35 29.87   (N) 092 40 10.50   (W)   HD_HELD1
 DK6735* NAVD 88 ORTHO HEIGHT -   245.031 (meters)      803.91  (feet) ADJUSTED
 DK6735  ______________________________________________________________________
 DK6735  GEOID HEIGHT    -        -29.999 (meters)                     GEOID18
 DK6735  DYNAMIC HEIGHT  -        244.997 (meters)      803.79  (feet) COMP
 DK6735  MODELED GRAVITY -    980,473.7   (mgal)                       NAVD 88
 DK6735
 DK6735  VERT ORDER      -  SECOND    CLASS I
 DK6735
 DK6735.The horizontal coordinates were determined by differentially corrected
 DK6735.hand held GPS observations or other comparable positioning techniques
 DK6735.and have an estimated accuracy of +/- 3 meters.
 DK6735
 DK6735.The orthometric height was determined by differential leveling and
 DK6735.adjusted by the NATIONAL GEODETIC SURVEY
 DK6735.in December 2008.
 DK6735
 DK6735.No vertical observational check was made to the station.
 DK6735
 DK6735.Significant digits in the geoid height do not necessarily reflect accuracy.
 DK6735.GEOID18 height accuracy estimate available here.
 DK6735
 DK6735.Click photographs - Photos may exist for this station.
 DK6735
 DK6735.The dynamic height is computed by dividing the NAVD 88
 DK6735.geopotential number by the normal gravity value computed on the
 DK6735.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK6735.degrees latitude (g = 980.6199 gals.).
 DK6735
 DK6735.The modeled gravity was interpolated from observed gravity values.
 DK6735
 DK6735;                    North         East    Units  Estimated Accuracy
 DK6735;SPC MN S     -   277,708.0     905,628.8     MT  (+/- 3 meters HH1 GPS) 
 DK6735
 DK6735_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWK2622637640(NAD 83)
 DK6735
 DK6735                          SUPERSEDED SURVEY CONTROL
 DK6735
 DK6735.No superseded survey control is available for this station.
 DK6735
 DK6735_MARKER: DD = SURVEY DISK
 DK6735_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DK6735_STAMPING: 2514 AX 2005
 DK6735_MARK LOGO: MNDT
 DK6735_PROJECTION: FLUSH
 DK6735_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DK6735_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DK6735_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DK6735+SATELLITE: SATELLITE OBSERVATIONS - October 23, 2014
 DK6735_ROD/PIPE-DEPTH: 7.6 meters
 DK6735
 DK6735  HISTORY     - Date     Condition        Report By
 DK6735  HISTORY     - 20051122 MONUMENTED       MNDT
 DK6735  HISTORY     - 20080923 GOOD             MNDT
 DK6735  HISTORY     - 20141023 GOOD             MNDT
 DK6735
 DK6735                          STATION DESCRIPTION
 DK6735
 DK6735'DESCRIBED BY MN DEPT OF TRANSP 2005
 DK6735'THE MARK IS LOCATED ABOUT 7.1 MI (11.4 KM) EAST OF MIESVILLE, 7.0 MI
 DK6735'(11.3 KM) WEST-NORTHWEST OF RED WING AND 3.8 MI (6.1 KM)
 DK6735'EAST-NORTHEAST OF WELCH.
 DK6735'
 DK6735'TO REACH THE FROM THE JUNCTION OF TRUNK HIGHWAY 61 AND COUNTY ROAD 18
 DK6735'GO TO THE TRUNK HIGHWAY 61 MILE POINT 97.9.
 DK6735'
 DK6735'THE MARK IS FOUND 91.4 FT (27.9 M) SOUTH-SOUTHWEST OF THE SOUTH BOUND
 DK6735'LANE OF TRUNK HIGHWAY 61, 37.7 FT (11.5 M) SOUTH OF A DRIVEWAY, 15.5
 DK6735'FT (4.7 M) EAST OF A BROWN SHED, 0.9 FT (0.3 M) NORTH OF A WITNESS
 DK6735'POST.
 DK6735
 DK6735                          STATION RECOVERY (2008)
 DK6735
 DK6735'RECOVERY NOTE BY MN DEPT OF TRANSP 2008 (MJA)
 DK6735'RECOVERED AS DESCRIBED.
 DK6735
 DK6735                          STATION RECOVERY (2014)
 DK6735
 DK6735'RECOVERY NOTE BY MN DEPT OF TRANSP 2014 (KMS)
 DK6735'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DK6734 ***********************************************************************
 DK6734  DESIGNATION -  2514 AY
 DK6734  PID         -  DK6734
 DK6734  STATE/COUNTY-  MN/GOODHUE
 DK6734  COUNTRY     -  US
 DK6734  USGS QUAD   -  WELCH (2019)
 DK6734
 DK6734                         *CURRENT SURVEY CONTROL
 DK6734  ______________________________________________________________________
 DK6734* NAD 83(1986) POSITION- 44 34 52.57   (N) 092 39 15.29   (W)   HD_HELD1
 DK6734* NAVD 88 ORTHO HEIGHT -   215.660 (meters)      707.54  (feet) ADJUSTED
 DK6734  ______________________________________________________________________
 DK6734  GEOID HEIGHT    -        -30.042 (meters)                     GEOID18
 DK6734  DYNAMIC HEIGHT  -        215.629 (meters)      707.44  (feet) COMP
 DK6734  MODELED GRAVITY -    980,472.2   (mgal)                       NAVD 88
 DK6734
 DK6734  VERT ORDER      -  SECOND    CLASS I
 DK6734
 DK6734.The horizontal coordinates were determined by differentially corrected
 DK6734.hand held GPS observations or other comparable positioning techniques
 DK6734.and have an estimated accuracy of +/- 3 meters.
 DK6734
 DK6734.The orthometric height was determined by differential leveling and
 DK6734.adjusted by the NATIONAL GEODETIC SURVEY
 DK6734.in December 2008.
 DK6734
 DK6734.Significant digits in the geoid height do not necessarily reflect accuracy.
 DK6734.GEOID18 height accuracy estimate available here.
 DK6734
 DK6734.Click photographs - Photos may exist for this station.
 DK6734
 DK6734.The dynamic height is computed by dividing the NAVD 88
 DK6734.geopotential number by the normal gravity value computed on the
 DK6734.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK6734.degrees latitude (g = 980.6199 gals.).
 DK6734
 DK6734.The modeled gravity was interpolated from observed gravity values.
 DK6734
 DK6734;                    North         East    Units  Estimated Accuracy
 DK6734;SPC MN S     -   276,576.8     906,865.3     MT  (+/- 3 meters HH1 GPS) 
 DK6734
 DK6734_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWK2744836494(NAD 83)
 DK6734
 DK6734                          SUPERSEDED SURVEY CONTROL
 DK6734
 DK6734.No superseded survey control is available for this station.
 DK6734
 DK6734_MARKER: DD = SURVEY DISK
 DK6734_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DK6734_SP_SET: BRIDGE RAILING
 DK6734_STAMPING: 2514 AY 2005
 DK6734_MARK LOGO: MNDT
 DK6734_MAGNETIC: N = NO MAGNETIC MATERIAL
 DK6734_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DK6734_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DK6734+SATELLITE: SATELLITE OBSERVATIONS - October 23, 2014
 DK6734
 DK6734  HISTORY     - Date     Condition        Report By
 DK6734  HISTORY     - 20051123 MONUMENTED       MNDT
 DK6734  HISTORY     - 20080923 GOOD             MNDT
 DK6734  HISTORY     - 20141023 GOOD             MNDT
 DK6734
 DK6734                          STATION DESCRIPTION
 DK6734
 DK6734'DESCRIBED BY MN DEPT OF TRANSP 2005
 DK6734'THE MARK IS LOCATED ABOUT 7.9 MI (12.7 KM) EAST OF MIESVILLE, 6.1 MI
 DK6734'(9.8 KM) WEST-NORTHWEST OF RED WING AND 4.2 MI (6.8 KM) EAST-NORTHEAST
 DK6734'OF WELCH, 2.0 MI (3.2 KM) NORTHWEST OF RED WING, IN THE NORTHEAST
 DK6734'CORNER OF NORTH BOUND LANE OF TRUNK HIGHWAY 61 BRIDGE NUMBER 25018
 DK6734'SPANNING THE CANNON RIVER.
 DK6734'
 DK6734'TO REACH THE MARK GO 1.25 MI (2.0 KM) NORTH ALONG TRUNK HIGHWAY 61
 DK6734'FROM THE JUNCTION OF TRUNK HIGHWAY 61 AND TRUNK HIGHWAY 19 IN RED WING
 DK6734'TO THE TRUNK HIGHWAY 61 MILE POINT 97.85.
 DK6734'
 DK6734'THE MARK IS 25.0 FT (7.6 M) EAST OF THE NORTH BOUND LANE OF TRUNK
 DK6734'HIGHWAY 61.
 DK6734
 DK6734                          STATION RECOVERY (2008)
 DK6734
 DK6734'RECOVERY NOTE BY MN DEPT OF TRANSP 2008 (MJA)
 DK6734'RECOVERED AS DESCRIBED.
 DK6734
 DK6734                          STATION RECOVERY (2014)
 DK6734
 DK6734'RECOVERY NOTE BY MN DEPT OF TRANSP 2014 (MAS)
 DK6734'2.0 MI (3.2 KM) NORTHWEST OF RED WING, IN BRIDGE RAILING IN NORTHEAST
 DK6734'CORNER OF NORTHBOUND TRUNK HIGHWAY 61 BRIDGE NUMBER 25018 OVER CANNON
 DK6734'RIVER, 1.25 MI (2.0 KM) SOUTHWEST ALONG TRUNK HIGHWAY 61  FROM THE
 DK6734'JUNCTION OF TRUNK HIGHWAY 61 AND TRUNK HIGHWAY 19 IN RED WING, AT
 DK6734'TRUNK HIGHWAY 61 MILE POINT 97.85, 25.0 FT (7.6 M) EAST OF NORTHBOUND
 DK6734'TRUNK HIGHWAY 61.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DK6731 ***********************************************************************
 DK6731  DESIGNATION -  2514 AZ
 DK6731  PID         -  DK6731
 DK6731  STATE/COUNTY-  MN/GOODHUE
 DK6731  COUNTRY     -  US
 DK6731  USGS QUAD   -  WELCH (2019)
 DK6731
 DK6731                         *CURRENT SURVEY CONTROL
 DK6731  ______________________________________________________________________
 DK6731* NAD 83(1986) POSITION- 44 34 49.07   (N) 092 39 12.31   (W)   HD_HELD1
 DK6731* NAVD 88 ORTHO HEIGHT -   215.027 (meters)      705.47  (feet) ADJUSTED
 DK6731  ______________________________________________________________________
 DK6731  GEOID HEIGHT    -        -30.045 (meters)                     GEOID18
 DK6731  DYNAMIC HEIGHT  -        214.997 (meters)      705.37  (feet) COMP
 DK6731  MODELED GRAVITY -    980,471.9   (mgal)                       NAVD 88
 DK6731
 DK6731  VERT ORDER      -  SECOND    CLASS I
 DK6731
 DK6731.The horizontal coordinates were determined by differentially corrected
 DK6731.hand held GPS observations or other comparable positioning techniques
 DK6731.and have an estimated accuracy of +/- 3 meters.
 DK6731
 DK6731.The orthometric height was determined by differential leveling and
 DK6731.adjusted by the NATIONAL GEODETIC SURVEY
 DK6731.in December 2008.
 DK6731
 DK6731.Significant digits in the geoid height do not necessarily reflect accuracy.
 DK6731.GEOID18 height accuracy estimate available here.
 DK6731
 DK6731.Click photographs - Photos may exist for this station.
 DK6731
 DK6731.The dynamic height is computed by dividing the NAVD 88
 DK6731.geopotential number by the normal gravity value computed on the
 DK6731.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK6731.degrees latitude (g = 980.6199 gals.).
 DK6731
 DK6731.The modeled gravity was interpolated from observed gravity values.
 DK6731
 DK6731;                    North         East    Units  Estimated Accuracy
 DK6731;SPC MN S     -   276,469.9     906,932.8     MT  (+/- 3 meters HH1 GPS) 
 DK6731
 DK6731_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWK2751436386(NAD 83)
 DK6731
 DK6731                          SUPERSEDED SURVEY CONTROL
 DK6731
 DK6731.No superseded survey control is available for this station.
 DK6731
 DK6731_MARKER: DD = SURVEY DISK
 DK6731_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DK6731_SP_SET: BRIDGE RAILING
 DK6731_STAMPING: 2514 AZ 2005
 DK6731_MARK LOGO: MNDT
 DK6731_MAGNETIC: N = NO MAGNETIC MATERIAL
 DK6731_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DK6731_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DK6731+SATELLITE: SATELLITE OBSERVATIONS - October 23, 2014
 DK6731
 DK6731  HISTORY     - Date     Condition        Report By
 DK6731  HISTORY     - 20051123 MONUMENTED       MNDT
 DK6731  HISTORY     - 20080923 GOOD             MNDT
 DK6731  HISTORY     - 20141023 GOOD             MNDT
 DK6731
 DK6731                          STATION DESCRIPTION
 DK6731
 DK6731'DESCRIBED BY MN DEPT OF TRANSP 2005
 DK6731'THE MARK IS LOCATED ABOUT 8.0 MI (12.9 KM) EAST OF MIESVILLE, 6.0 MI
 DK6731'(9.7 KM) WEST-NORTHWEST OF RED WING AND 4.3 MI (6.9 KM) EAST OF WELCH,
 DK6731'2.0 MI (3.2 KM) NORTHWEST OF RED WING.
 DK6731'
 DK6731'TO REACH THE MARK GO 1.2 MI (1.9 KM) NORTH ALONG TRUNK HIGHWAY 61 FROM
 DK6731'THE JUNCTION OF TRUNK HIGHWAY 61 AND TRUNK HIGHWAY 19 IN RED WING TO
 DK6731'THE TRUNK HIGHWAY 61 MILE POINT 97.75.
 DK6731'
 DK6731'THE MARK IS 25.0 FT (7.6 M) EAST OF THE NORTH BOUND LANE OF TRUNK
 DK6731'HIGHWAY 61, IN THE SOUTHEAST CORNER OF A BRIDGE SPANNING CANNON RIVER.
 DK6731
 DK6731                          STATION RECOVERY (2008)
 DK6731
 DK6731'RECOVERY NOTE BY MN DEPT OF TRANSP 2008 (MJA)
 DK6731'RECOVERED AS DESCRIBED.
 DK6731
 DK6731                          STATION RECOVERY (2014)
 DK6731
 DK6731'RECOVERY NOTE BY MN DEPT OF TRANSP 2014 (MAS)
 DK6731'2.0 MI (3.2 KM) NORTHWEST OF RED WING, IN BRIDGE RAILING IN SOUTHEAST
 DK6731'CORNER OF NORTHBOUND TRUNK HIGHWAY 61 BRIDGE NUMBER 25018 OVER CANNON
 DK6731'RIVER, 1.2 MI (1.9 KM) NORTHWEST ALONG TRUNK HIGHWAY 61  FROM THE
 DK6731'JUNCTION OF TRUNK HIGHWAY 61 AND TRUNK HIGHWAY 19 IN RED WING, AT
 DK6731'TRUNK HIGHWAY 61 MILE POINT 97.75, 25.0 FT (7.6 M) EAST OF NORTHBOUND
 DK6731'TRUNK HIGHWAY 61.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DK6730 ***********************************************************************
 DK6730  DESIGNATION -  2514 BA
 DK6730  PID         -  DK6730
 DK6730  STATE/COUNTY-  MN/GOODHUE
 DK6730  COUNTRY     -  US
 DK6730  USGS QUAD   -  WELCH (2019)
 DK6730
 DK6730                         *CURRENT SURVEY CONTROL
 DK6730  ______________________________________________________________________
 DK6730* NAD 83(1986) POSITION- 44 34 29.93   (N) 092 38 56.47   (W)   HD_HELD1
 DK6730* NAVD 88 ORTHO HEIGHT -   219.040 (meters)      718.63  (feet) ADJUSTED
 DK6730  ______________________________________________________________________
 DK6730  GEOID HEIGHT    -        -30.055 (meters)                     GEOID18
 DK6730  DYNAMIC HEIGHT  -        219.008 (meters)      718.53  (feet) COMP
 DK6730  MODELED GRAVITY -    980,469.9   (mgal)                       NAVD 88
 DK6730
 DK6730  VERT ORDER      -  SECOND    CLASS I
 DK6730
 DK6730.The horizontal coordinates were determined by differentially corrected
 DK6730.hand held GPS observations or other comparable positioning techniques
 DK6730.and have an estimated accuracy of +/- 3 meters.
 DK6730
 DK6730.The orthometric height was determined by differential leveling and
 DK6730.adjusted by the NATIONAL GEODETIC SURVEY
 DK6730.in December 2008.
 DK6730
 DK6730.Significant digits in the geoid height do not necessarily reflect accuracy.
 DK6730.GEOID18 height accuracy estimate available here.
 DK6730
 DK6730.Click photographs - Photos may exist for this station.
 DK6730
 DK6730.The dynamic height is computed by dividing the NAVD 88
 DK6730.geopotential number by the normal gravity value computed on the
 DK6730.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK6730.degrees latitude (g = 980.6199 gals.).
 DK6730
 DK6730.The modeled gravity was interpolated from observed gravity values.
 DK6730
 DK6730;                    North         East    Units  Estimated Accuracy
 DK6730;SPC MN S     -   275,885.0     907,291.9     MT  (+/- 3 meters HH1 GPS) 
 DK6730
 DK6730_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWK2786635797(NAD 83)
 DK6730
 DK6730                          SUPERSEDED SURVEY CONTROL
 DK6730
 DK6730.No superseded survey control is available for this station.
 DK6730
 DK6730_MARKER: DV = VERTICAL CONTROL DISK
 DK6730_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DK6730_SP_SET: BRIDGE RAILING
 DK6730_STAMPING: 2514 BA 2005
 DK6730_MARK LOGO: MNHD
 DK6730_MAGNETIC: N = NO MAGNETIC MATERIAL
 DK6730_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DK6730_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DK6730+SATELLITE: SATELLITE OBSERVATIONS - October 23, 2014
 DK6730
 DK6730  HISTORY     - Date     Condition        Report By
 DK6730  HISTORY     - 20051123 MONUMENTED       MNHD
 DK6730  HISTORY     - 20080923 GOOD             MNDT
 DK6730  HISTORY     - 20141023 GOOD             MNDT
 DK6730
 DK6730                          STATION DESCRIPTION
 DK6730
 DK6730'DESCRIBED BY MN HIGHWAY DEPT 2005
 DK6730'THE MARK IS LOCATED ABOUT 8.3 MI (13.4 KM) EAST-SOUTHEAST OF
 DK6730'MIESVILLE, 5.8 MI (9.3 KM) WEST OF RED WING AND 4.4 MI (7.1 KM) EAST
 DK6730'OF WELCH, 1.0 MI (1.6 KM) NORTHWEST OF RED WING.
 DK6730'
 DK6730'TO REACH GO 0.75 MI (1.2 KM) NORTH ALONG TRUNK HIGHWAY 61 FROM THE
 DK6730'JUNCTION OF TRUNK HIGHWAY 61 AND TRUNK HIGHWAY 19 IN RED WING TO TRUNK
 DK6730'HIGHWAY 61 MILE POINT 97.30.
 DK6730'
 DK6730'THE MARK IS 25.0 FT (7.6 M) EAST OF THE NORTH BOUND LANE OF TRUNK
 DK6730'HIGHWAY 61.
 DK6730
 DK6730                          STATION RECOVERY (2008)
 DK6730
 DK6730'RECOVERY NOTE BY MN DEPT OF TRANSP 2008 (MJA)
 DK6730'RECOVERED AS DESCRIBED.
 DK6730
 DK6730                          STATION RECOVERY (2014)
 DK6730
 DK6730'RECOVERY NOTE BY MN DEPT OF TRANSP 2014 (MAS)
 DK6730'1.0 MI (1.6 KM) NORTHWEST OF RED WING, IN BRIDGE RAILING IN NORTHEAST
 DK6730'CORNER OF NORTHBOUND TRUNK HIGHWAY 61 BRIDGE NUMBER 25017 OVER CANNON
 DK6730'RIVER, 0.75 MI (1.2 KM) NORTHWEST ALONG TRUNK HIGHWAY 61  FROM THE
 DK6730'JUNCTION OF TRUNK HIGHWAY 61 AND TRUNK HIGHWAY 19 IN RED WING, AT
 DK6730'TRUNK HIGHWAY 61 MILE POINT 97.30, 25.0 FT (7.6 M) EAST OF NORTHBOUND
 DK6730'TRUNK HIGHWAY 61.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DQ1104 ***********************************************************************
 DQ1104  DESIGNATION -  2514 BB
 DQ1104  PID         -  DQ1104
 DQ1104  STATE/COUNTY-  MN/GOODHUE
 DQ1104  COUNTRY     -  US
 DQ1104  USGS QUAD   -  MIESVILLE (2019)
 DQ1104
 DQ1104                         *CURRENT SURVEY CONTROL
 DQ1104  ______________________________________________________________________
 DQ1104* NAD 83(2011) POSITION- 44 36 01.25428(N) 092 45 09.52869(W)   ADJUSTED
 DQ1104* NAD 83(2011) ELLIP HT-   281.262 (meters)        (07/20/16)   ADJUSTED
 DQ1104* NAD 83(2011) EPOCH   -  2010.00
 DQ1104* NAVD 88 ORTHO HEIGHT -   311.040 (meters)     1020.47  (feet) ADJUSTED
 DQ1104  ______________________________________________________________________
 DQ1104  GEOID HEIGHT    -        -29.780 (meters)                     GEOID18
 DQ1104  NAD 83(2011) X  -   -218,466.527 (meters)                     COMP
 DQ1104  NAD 83(2011) Y  - -4,543,836.819 (meters)                     COMP
 DQ1104  NAD 83(2011) Z  -  4,456,032.298 (meters)                     COMP
 DQ1104  LAPLACE CORR    -         -7.24  (seconds)                    DEFLEC18
 DQ1104  DYNAMIC HEIGHT  -        310.995 (meters)     1020.32  (feet) COMP
 DQ1104  MODELED GRAVITY -    980,462.9   (mgal)                       NAVD 88
 DQ1104
 DQ1104  VERT ORDER      -  SECOND    CLASS I
 DQ1104
 DQ1104  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DQ1104  Standards:
 DQ1104         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DQ1104            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DQ1104  -------------------------------------------------------------------
 DQ1104  NETWORK    0.50   0.84           0.23   0.17   0.43      0.04221442
 DQ1104  -------------------------------------------------------------------
 DQ1104  Click here for local accuracies and other accuracy information.
 DQ1104
 DQ1104.The horizontal coordinates were established by GPS observations
 DQ1104.and adjusted by the MN DEPT OF TRANSP in July 2016.
 DQ1104
 DQ1104.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DQ1104.been affixed to the stable North American tectonic plate. See 
 DQ1104.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DQ1104
 DQ1104.The horizontal coordinates are valid at the epoch date displayed above
 DQ1104.which is a decimal equivalence of Year/Month/Day.
 DQ1104
 DQ1104.The orthometric height was determined by differential leveling and
 DQ1104.adjusted by the NATIONAL GEODETIC SURVEY
 DQ1104.in September 2016.
 DQ1104
 DQ1104.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ1104.GEOID18 height accuracy estimate available here.
 DQ1104
 DQ1104.Click photographs - Photos may exist for this station.
 DQ1104
 DQ1104.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DQ1104
 DQ1104.The Laplace correction was computed from DEFLEC18 derived deflections.
 DQ1104
 DQ1104.The ellipsoidal height was determined by GPS observations
 DQ1104.and is referenced to NAD 83.
 DQ1104
 DQ1104.The dynamic height is computed by dividing the NAVD 88
 DQ1104.geopotential number by the normal gravity value computed on the
 DQ1104.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ1104.degrees latitude (g = 980.6199 gals.).
 DQ1104
 DQ1104.The modeled gravity was interpolated from observed gravity values.
 DQ1104
 DQ1104. The following values were computed from the NAD 83(2011) position.
 DQ1104
 DQ1104;                    North         East     Units Scale Factor Converg.
 DQ1104;SPC MN S     -   278,572.624   899,019.727   MT  0.99992352   +0 52 27.5
 DQ1104;SPC MN S     -   913,950.35  2,949,533.89   sFT  0.99992352   +0 52 27.5
 DQ1104;UTM  15      - 4,938,585.487   519,630.261   MT  0.99960474   +0 10 25.3
 DQ1104
 DQ1104!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DQ1104!SPC MN S     -   0.99995590  x   0.99992352  =   0.99987943
 DQ1104!UTM  15      -   0.99995590  x   0.99960474  =   0.99956066
 DQ1104
 DQ1104_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWK1963038585(NAD 83)
 DQ1104
 DQ1104                          SUPERSEDED SURVEY CONTROL
 DQ1104
 DQ1104.No superseded survey control is available for this station.
 DQ1104
 DQ1104_MARKER: I = METAL ROD
 DQ1104_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DQ1104_STAMPING: 2514 BB 2015
 DQ1104_MARK LOGO: MNDT
 DQ1104_PROJECTION: FLUSH
 DQ1104_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DQ1104_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ1104_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ1104+SATELLITE: SATELLITE OBSERVATIONS - October 03, 2023
 DQ1104_ROD/PIPE-DEPTH: 5.2 meters
 DQ1104
 DQ1104  HISTORY     - Date     Condition        Report By
 DQ1104  HISTORY     - 20150330 MONUMENTED       MNDT
 DQ1104  HISTORY     - 20160516 GOOD             MNDT
 DQ1104  HISTORY     - 20231003 GOOD             MNDT
 DQ1104
 DQ1104                          STATION DESCRIPTION
 DQ1104
 DQ1104'DESCRIBED BY MN DEPT OF TRANSP 2015
 DQ1104'THE STATION IS LOCATED ABOUT 9.9 MI (15.9 KM) NORTHEAST OF CANNON
 DQ1104'FALLS, 3.0 MI (4.8 KM) EAST OF MIESVILLE AND 2.3 MI (3.7 KM)
 DQ1104'NORTH-NORTHWEST OF WELCH.
 DQ1104'
 DQ1104'TO REACH THE MARK GO 6.7 MI (10.8 KM) NORTHWEST ALONG TRUNK HIGHWAY 61
 DQ1104'FROM THE JUNCTION OF TRUNK HIGHWAY 61 AND TRUNK HIGHWAY 19 IN RED
 DQ1104'WING, AT TRUNK HIGHWAY 61 MILE POINT 103.5.
 DQ1104'
 DQ1104'THE MARK IS LOCATED 72.5 FT (22.1 M) SOUTH OF SOUTHBOUND TRUNK HIGHWAY
 DQ1104'61 FOG LINE, 120.4 FT (36.7 M) WEST OF 140TH AVENUE WAY, 8.9 FT (2.7
 DQ1104'M) NORTHWEST OF CABLE BOX, 1.5 FT (0.5 M) NORTH OF A WITNESS POST.
 DQ1104'
 DQ1104'NOTE - THE STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM
 DQ1104'ROD DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION REMOVABLE
 DQ1104'DISK SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH
 DQ1104'PVC PIPE BACK FILLED WITH WASHED SAND.
 DQ1104
 DQ1104                          STATION RECOVERY (2016)
 DQ1104
 DQ1104'RECOVERY NOTE BY MN DEPT OF TRANSP 2016 (DAD)
 DQ1104'RECOVERED AS DESCRIBED.
 DQ1104
 DQ1104                          STATION RECOVERY (2023)
 DQ1104
 DQ1104'RECOVERY NOTE BY MN DEPT OF TRANSP 2023 (MJS)
 DQ1104'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DQ1105 ***********************************************************************
 DQ1105  DESIGNATION -  2514 BC
 DQ1105  PID         -  DQ1105
 DQ1105  STATE/COUNTY-  MN/GOODHUE
 DQ1105  COUNTRY     -  US
 DQ1105  USGS QUAD   -  WELCH (2019)
 DQ1105
 DQ1105                         *CURRENT SURVEY CONTROL
 DQ1105  ______________________________________________________________________
 DQ1105* NAD 83(2011) POSITION- 44 36 01.58748(N) 092 43 55.87824(W)   ADJUSTED
 DQ1105* NAD 83(2011) ELLIP HT-   287.990 (meters)        (07/20/16)   ADJUSTED
 DQ1105* NAD 83(2011) EPOCH   -  2010.00
 DQ1105* NAVD 88 ORTHO HEIGHT -   317.820 (meters)     1042.71  (feet) ADJUSTED
 DQ1105  ______________________________________________________________________
 DQ1105  GEOID HEIGHT    -        -29.836 (meters)                     GEOID18
 DQ1105  NAD 83(2011) X  -   -216,843.941 (meters)                     COMP
 DQ1105  NAD 83(2011) Y  - -4,543,912.108 (meters)                     COMP
 DQ1105  NAD 83(2011) Z  -  4,456,044.346 (meters)                     COMP
 DQ1105  LAPLACE CORR    -         -6.74  (seconds)                    DEFLEC18
 DQ1105  DYNAMIC HEIGHT  -        317.775 (meters)     1042.57  (feet) COMP
 DQ1105  MODELED GRAVITY -    980,468.3   (mgal)                       NAVD 88
 DQ1105
 DQ1105  VERT ORDER      -  SECOND    CLASS I
 DQ1105
 DQ1105  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DQ1105  Standards:
 DQ1105         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DQ1105            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DQ1105  -------------------------------------------------------------------
 DQ1105  NETWORK    0.50   0.84           0.23   0.17   0.43      0.09519491
 DQ1105  -------------------------------------------------------------------
 DQ1105  Click here for local accuracies and other accuracy information.
 DQ1105
 DQ1105.The horizontal coordinates were established by GPS observations
 DQ1105.and adjusted by the MN DEPT OF TRANSP in July 2016.
 DQ1105
 DQ1105.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DQ1105.been affixed to the stable North American tectonic plate. See 
 DQ1105.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DQ1105
 DQ1105.The horizontal coordinates are valid at the epoch date displayed above
 DQ1105.which is a decimal equivalence of Year/Month/Day.
 DQ1105
 DQ1105.The orthometric height was determined by differential leveling and
 DQ1105.adjusted by the NATIONAL GEODETIC SURVEY
 DQ1105.in September 2016.
 DQ1105
 DQ1105.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ1105.GEOID18 height accuracy estimate available here.
 DQ1105
 DQ1105.Click photographs - Photos may exist for this station.
 DQ1105
 DQ1105.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DQ1105
 DQ1105.The Laplace correction was computed from DEFLEC18 derived deflections.
 DQ1105
 DQ1105.The ellipsoidal height was determined by GPS observations
 DQ1105.and is referenced to NAD 83.
 DQ1105
 DQ1105.The dynamic height is computed by dividing the NAVD 88
 DQ1105.geopotential number by the normal gravity value computed on the
 DQ1105.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ1105.degrees latitude (g = 980.6199 gals.).
 DQ1105
 DQ1105.The modeled gravity was interpolated from observed gravity values.
 DQ1105
 DQ1105. The following values were computed from the NAD 83(2011) position.
 DQ1105
 DQ1105;                    North         East     Units Scale Factor Converg.
 DQ1105;SPC MN S     -   278,607.893   900,643.510   MT  0.99992353   +0 53 19.1
 DQ1105;SPC MN S     -   914,066.06  2,954,861.25   sFT  0.99992353   +0 53 19.1
 DQ1105;UTM  15      - 4,938,600.893   521,253.836   MT  0.99960555   +0 11 17.0
 DQ1105
 DQ1105!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DQ1105!SPC MN S     -   0.99995485  x   0.99992353  =   0.99987838
 DQ1105!UTM  15      -   0.99995485  x   0.99960555  =   0.99956041
 DQ1105
 DQ1105_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWK2125338600(NAD 83)
 DQ1105
 DQ1105                          SUPERSEDED SURVEY CONTROL
 DQ1105
 DQ1105.No superseded survey control is available for this station.
 DQ1105
 DQ1105_MARKER: I = METAL ROD
 DQ1105_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DQ1105_STAMPING: 2514 BC 2015
 DQ1105_MARK LOGO: MNDT
 DQ1105_PROJECTION: FLUSH
 DQ1105_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DQ1105_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ1105_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ1105+SATELLITE: SATELLITE OBSERVATIONS - October 03, 2023
 DQ1105_ROD/PIPE-DEPTH: 9.8 meters
 DQ1105
 DQ1105  HISTORY     - Date     Condition        Report By
 DQ1105  HISTORY     - 20150330 MONUMENTED       MNDT
 DQ1105  HISTORY     - 20160518 GOOD             MNDT
 DQ1105  HISTORY     - 20231003 GOOD             MNDT
 DQ1105
 DQ1105                          STATION DESCRIPTION
 DQ1105
 DQ1105'DESCRIBED BY MN DEPT OF TRANSP 2015
 DQ1105'THE STATION IS LOCATED ABOUT 10.1 MI (16.3 KM) NORTH OF WHITE ROCK,
 DQ1105'4.0 MI (6.4 KM) EAST OF MIESVILLE AND 2.2 MI (3.5 KM) NORTH OF WELCH.
 DQ1105'
 DQ1105'TO REACH THE MARK GO 5.7 MI (9.2 KM) NORTHWEST ALONG TRUNK HIGHWAY 61
 DQ1105'FROM THE JUNCTION OF TRUNK HIGHWAY 61 AND TRUNK HIGHWAY 19 IN RED
 DQ1105'WING, AT TRUNK HIGHWAY 61 MILE POINT 102.5.
 DQ1105'
 DQ1105'THE MARK IS LOCATED 89.0 FT (27.1 M) SOUTH OF SOUTHBOUND TRUNK HIGHWAY
 DQ1105'61 FOG LINE, 73.3 FT (22.3 M) WEST OF COUNTY ROAD 7, 1.5 FT (0.5 M)
 DQ1105'NORTH OF A WITNESS POST.
 DQ1105'
 DQ1105'NOTE - THE STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM
 DQ1105'ROD DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION REMOVABLE
 DQ1105'DISK SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH
 DQ1105'PVC PIPE BACK FILLED WITH WASHED SAND.
 DQ1105
 DQ1105                          STATION RECOVERY (2016)
 DQ1105
 DQ1105'RECOVERY NOTE BY MN DEPT OF TRANSP 2016 (DAD)
 DQ1105'RECOVERED AS DESCRIBED.
 DQ1105
 DQ1105                          STATION RECOVERY (2023)
 DQ1105
 DQ1105'RECOVERY NOTE BY MN DEPT OF TRANSP 2023 (MJS)
 DQ1105'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DQ1108 ***********************************************************************
 DQ1108  DESIGNATION -  2514 BD
 DQ1108  PID         -  DQ1108
 DQ1108  STATE/COUNTY-  MN/GOODHUE
 DQ1108  COUNTRY     -  US
 DQ1108  USGS QUAD   -  WELCH (2019)
 DQ1108
 DQ1108                         *CURRENT SURVEY CONTROL
 DQ1108  ______________________________________________________________________
 DQ1108* NAD 83(1986) POSITION- 44 35 45.25   (N) 092 41 15.91   (W)   HD_HELD1
 DQ1108* NAVD 88 ORTHO HEIGHT -   287.546 (meters)      943.39  (feet) ADJUSTED
 DQ1108  ______________________________________________________________________
 DQ1108  GEOID HEIGHT    -        -29.953 (meters)                     GEOID18
 DQ1108  DYNAMIC HEIGHT  -        287.506 (meters)      943.26  (feet) COMP
 DQ1108  MODELED GRAVITY -    980,472.9   (mgal)                       NAVD 88
 DQ1108
 DQ1108  VERT ORDER      -  SECOND    CLASS I
 DQ1108
 DQ1108.The horizontal coordinates were determined by differentially corrected
 DQ1108.hand held GPS observations or other comparable positioning techniques
 DQ1108.and have an estimated accuracy of +/- 3 meters.
 DQ1108
 DQ1108.The orthometric height was determined by differential leveling and
 DQ1108.adjusted by the NATIONAL GEODETIC SURVEY
 DQ1108.in September 2016.
 DQ1108
 DQ1108.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ1108.GEOID18 height accuracy estimate available here.
 DQ1108
 DQ1108.Click photographs - Photos may exist for this station.
 DQ1108
 DQ1108.The dynamic height is computed by dividing the NAVD 88
 DQ1108.geopotential number by the normal gravity value computed on the
 DQ1108.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ1108.degrees latitude (g = 980.6199 gals.).
 DQ1108
 DQ1108.The modeled gravity was interpolated from observed gravity values.
 DQ1108
 DQ1108;                    North         East    Units  Estimated Accuracy
 DQ1108;SPC MN S     -   278,159.4     904,178.8     MT  (+/- 3 meters HH1 GPS) 
 DQ1108
 DQ1108_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWK2478238109(NAD 83)
 DQ1108
 DQ1108                          SUPERSEDED SURVEY CONTROL
 DQ1108
 DQ1108.No superseded survey control is available for this station.
 DQ1108
 DQ1108_MARKER: I = METAL ROD
 DQ1108_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DQ1108_STAMPING: 2514 BD 2015
 DQ1108_MARK LOGO: MNDT
 DQ1108_PROJECTION: RECESSED 3 CENTIMETERS
 DQ1108_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DQ1108_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ1108_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ1108+SATELLITE: SATELLITE OBSERVATIONS - October 03, 2023
 DQ1108_ROD/PIPE-DEPTH: 4.0 meters
 DQ1108
 DQ1108  HISTORY     - Date     Condition        Report By
 DQ1108  HISTORY     - 20150331 MONUMENTED       MNDT
 DQ1108  HISTORY     - 20200422 GOOD             MNDT
 DQ1108  HISTORY     - 20231003 GOOD             MNDT
 DQ1108
 DQ1108                          STATION DESCRIPTION
 DQ1108
 DQ1108'DESCRIBED BY MN DEPT OF TRANSP 2015
 DQ1108'THE STATION IS LOCATED ABOUT 7.9 MI (12.7 KM) WEST-NORTHWEST OF RED
 DQ1108'WING, 6.2 MI (10.0 KM) EAST OF MIESVILLE AND 3.1 MI (5.0 KM) NORTHEAST
 DQ1108'OF WELCH.
 DQ1108'
 DQ1108'TO REACH THE MARK GO 3.4 MI (5.5 KM) NORTHWEST ALONG TRUNK HIGHWAY 61
 DQ1108'FROM THE JUNCTION OF TRUNK HIGHWAY 61 AND TRUNK HIGHWAY 19 IN RED
 DQ1108'WING, AT TRUNK HIGHWAY 61 MILE POINT 100.05.
 DQ1108'
 DQ1108'THE MARK IS LOCATED 164.0 FT (50.0 M) SOUTHWEST OF SOUTHBOUND TRUNK
 DQ1108'HIGHWAY 61 FOG LINE, 24.0 FT (7.3 M) SOUTHEAST OF 244TH STREET WAY,
 DQ1108'1.5 FT (0.5 M) SOUTHWEST OF A WITNESS POST.
 DQ1108'
 DQ1108'NOTE - THE STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM
 DQ1108'ROD DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION REMOVABLE
 DQ1108'DISK SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH
 DQ1108'PVC PIPE BACK FILLED WITH WASHED SAND.
 DQ1108
 DQ1108                          STATION RECOVERY (2020)
 DQ1108
 DQ1108'RECOVERY NOTE BY MN DEPT OF TRANSP 2020 (SEL)
 DQ1108'RECOVERED IN GOOD CONDITION.
 DQ1108
 DQ1108                          STATION RECOVERY (2023)
 DQ1108
 DQ1108'RECOVERY NOTE BY MN DEPT OF TRANSP 2023 (MJS)
 DQ1108'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DQ1109 ***********************************************************************
 DQ1109  DESIGNATION -  2514 BE
 DQ1109  PID         -  DQ1109
 DQ1109  STATE/COUNTY-  MN/GOODHUE
 DQ1109  COUNTRY     -  US
 DQ1109  USGS QUAD   -  WELCH (2019)
 DQ1109
 DQ1109                         *CURRENT SURVEY CONTROL
 DQ1109  ______________________________________________________________________
 DQ1109* NAD 83(2011) POSITION- 44 35 31.16500(N) 092 40 52.40567(W)   ADJUSTED
 DQ1109* NAD 83(2011) ELLIP HT-   238.721 (meters)        (07/20/16)   ADJUSTED
 DQ1109* NAD 83(2011) EPOCH   -  2010.00
 DQ1109* NAVD 88 ORTHO HEIGHT -   268.688 (meters)      881.52  (feet) ADJUSTED
 DQ1109  ______________________________________________________________________
 DQ1109  GEOID HEIGHT    -        -29.972 (meters)                     GEOID18
 DQ1109  NAD 83(2011) X  -   -212,831.249 (meters)                     COMP
 DQ1109  NAD 83(2011) Y  - -4,544,726.783 (meters)                     COMP
 DQ1109  NAD 83(2011) Z  -  4,455,341.038 (meters)                     COMP
 DQ1109  LAPLACE CORR    -         -6.05  (seconds)                    DEFLEC18
 DQ1109  DYNAMIC HEIGHT  -        268.651 (meters)      881.40  (feet) COMP
 DQ1109  MODELED GRAVITY -    980,472.9   (mgal)                       NAVD 88
 DQ1109
 DQ1109  VERT ORDER      -  SECOND    CLASS I
 DQ1109
 DQ1109  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DQ1109  Standards:
 DQ1109         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DQ1109            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DQ1109  -------------------------------------------------------------------
 DQ1109  NETWORK    0.53   0.88           0.24   0.19   0.45      0.08258218
 DQ1109  -------------------------------------------------------------------
 DQ1109  Click here for local accuracies and other accuracy information.
 DQ1109
 DQ1109.The horizontal coordinates were established by GPS observations
 DQ1109.and adjusted by the MN DEPT OF TRANSP in July 2016.
 DQ1109
 DQ1109.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DQ1109.been affixed to the stable North American tectonic plate. See 
 DQ1109.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DQ1109
 DQ1109.The horizontal coordinates are valid at the epoch date displayed above
 DQ1109.which is a decimal equivalence of Year/Month/Day.
 DQ1109
 DQ1109.The orthometric height was determined by differential leveling and
 DQ1109.adjusted by the NATIONAL GEODETIC SURVEY
 DQ1109.in September 2016.
 DQ1109
 DQ1109.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ1109.GEOID18 height accuracy estimate available here.
 DQ1109
 DQ1109.Click photographs - Photos may exist for this station.
 DQ1109
 DQ1109.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DQ1109
 DQ1109.The Laplace correction was computed from DEFLEC18 derived deflections.
 DQ1109
 DQ1109.The ellipsoidal height was determined by GPS observations
 DQ1109.and is referenced to NAD 83.
 DQ1109
 DQ1109.The dynamic height is computed by dividing the NAVD 88
 DQ1109.geopotential number by the normal gravity value computed on the
 DQ1109.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ1109.degrees latitude (g = 980.6199 gals.).
 DQ1109
 DQ1109.The modeled gravity was interpolated from observed gravity values.
 DQ1109
 DQ1109. The following values were computed from the NAD 83(2011) position.
 DQ1109
 DQ1109;                    North         East     Units Scale Factor Converg.
 DQ1109;SPC MN S     -   277,733.023   904,704.070   MT  0.99992328   +0 55 27.7
 DQ1109;SPC MN S     -   911,195.76  2,968,183.27   sFT  0.99992328   +0 55 27.7
 DQ1109;UTM  15      - 4,937,676.733   525,302.113   MT  0.99960787   +0 13 25.7
 DQ1109
 DQ1109!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DQ1109!SPC MN S     -   0.99996257  x   0.99992328  =   0.99988585
 DQ1109!UTM  15      -   0.99996257  x   0.99960787  =   0.99957046
 DQ1109
 DQ1109_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWK2530237676(NAD 83)
 DQ1109
 DQ1109                          SUPERSEDED SURVEY CONTROL
 DQ1109
 DQ1109.No superseded survey control is available for this station.
 DQ1109
 DQ1109_MARKER: I = METAL ROD
 DQ1109_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DQ1109_STAMPING: 2514 BE 2015
 DQ1109_MARK LOGO: MNDT
 DQ1109_PROJECTION: RECESSED 5 CENTIMETERS
 DQ1109_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DQ1109_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ1109_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ1109+SATELLITE: SATELLITE OBSERVATIONS - October 03, 2023
 DQ1109_ROD/PIPE-DEPTH: 5.0 meters
 DQ1109
 DQ1109  HISTORY     - Date     Condition        Report By
 DQ1109  HISTORY     - 20150330 MONUMENTED       MNDT
 DQ1109  HISTORY     - 20160518 GOOD             MNDT
 DQ1109  HISTORY     - 20231003 GOOD             MNDT
 DQ1109
 DQ1109                          STATION DESCRIPTION
 DQ1109
 DQ1109'DESCRIBED BY MN DEPT OF TRANSP 2015
 DQ1109'THE STATION IS LOCATED ABOUT 7.6 MI (12.2 KM) WEST-NORTHWEST OF RED
 DQ1109'WING, 6.5 MI (10.5 KM) EAST OF MIESVILLE AND 3.3 MI (5.3 KM)
 DQ1109'EAST-NORTHEAST OF WELCH.
 DQ1109'
 DQ1109'TO REACH THE MARK GO 3.0 MI (4.8 KM) NORTHWEST ALONG TRUNK HIGHWAY 61
 DQ1109'FROM THE JUNCTION OF TRUNK HIGHWAY 61 AND TRUNK HIGHWAY 19 IN RED
 DQ1109'WING, AT TRUNK HIGHWAY 61 MILE POINT 99.5.
 DQ1109'
 DQ1109'THE MARK IS LOCATED 107.0 FT (32.6 M) SOUTH OF NORTHBOUND TRUNK
 DQ1109'HIGHWAY 61, 151.2 FT (46.1 M) NORTH OF SOUTHBOUND TRUNK HIGHWAY 61,
 DQ1109'79.5 FT (24.2 M) WEST OF CROSSOVER (WELCH SHORTCUT ROAD EXTENDED), 1.5
 DQ1109'FT (0.5 M) EAST OF A WITNESS POST.
 DQ1109'
 DQ1109'NOTE - THE STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM
 DQ1109'ROD DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION REMOVABLE
 DQ1109'DISK SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH
 DQ1109'PVC PIPE BACK FILLED WITH WASHED SAND.
 DQ1109
 DQ1109                          STATION RECOVERY (2016)
 DQ1109
 DQ1109'RECOVERY NOTE BY MN DEPT OF TRANSP 2016 (ADT)
 DQ1109'RECOVERED AS DESCRIBED.
 DQ1109
 DQ1109                          STATION RECOVERY (2023)
 DQ1109
 DQ1109'RECOVERY NOTE BY MN DEPT OF TRANSP 2023 (MJS)
 DQ1109'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DQ1110 ***********************************************************************
 DQ1110  DESIGNATION -  2514 BF
 DQ1110  PID         -  DQ1110
 DQ1110  STATE/COUNTY-  MN/GOODHUE
 DQ1110  COUNTRY     -  US
 DQ1110  USGS QUAD   -  WELCH (2019)
 DQ1110
 DQ1110                         *CURRENT SURVEY CONTROL
 DQ1110  ______________________________________________________________________
 DQ1110* NAD 83(2011) POSITION- 44 35 21.23718(N) 092 39 46.22016(W)   ADJUSTED
 DQ1110* NAD 83(2011) ELLIP HT-   202.486 (meters)        (07/20/16)   ADJUSTED
 DQ1110* NAD 83(2011) EPOCH   -  2010.00
 DQ1110* NAVD 88 ORTHO HEIGHT -   232.503 (meters)      762.80  (feet) ADJUSTED
 DQ1110  ______________________________________________________________________
 DQ1110  GEOID HEIGHT    -        -30.017 (meters)                     GEOID18
 DQ1110  NAD 83(2011) X  -   -211,381.739 (meters)                     COMP
 DQ1110  NAD 83(2011) Y  - -4,544,983.979 (meters)                     COMP
 DQ1110  NAD 83(2011) Z  -  4,455,097.357 (meters)                     COMP
 DQ1110  LAPLACE CORR    -         -6.04  (seconds)                    DEFLEC18
 DQ1110  DYNAMIC HEIGHT  -        232.470 (meters)      762.70  (feet) COMP
 DQ1110  MODELED GRAVITY -    980,473.9   (mgal)                       NAVD 88
 DQ1110
 DQ1110  VERT ORDER      -  SECOND    CLASS I
 DQ1110
 DQ1110  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DQ1110  Standards:
 DQ1110         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DQ1110            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DQ1110  -------------------------------------------------------------------
 DQ1110  NETWORK    0.46   0.78           0.21   0.16   0.40      0.08095445
 DQ1110  -------------------------------------------------------------------
 DQ1110  Click here for local accuracies and other accuracy information.
 DQ1110
 DQ1110.The horizontal coordinates were established by GPS observations
 DQ1110.and adjusted by the MN DEPT OF TRANSP in July 2016.
 DQ1110
 DQ1110.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DQ1110.been affixed to the stable North American tectonic plate. See 
 DQ1110.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DQ1110
 DQ1110.The horizontal coordinates are valid at the epoch date displayed above
 DQ1110.which is a decimal equivalence of Year/Month/Day.
 DQ1110
 DQ1110.The orthometric height was determined by differential leveling and
 DQ1110.adjusted by the NATIONAL GEODETIC SURVEY
 DQ1110.in September 2016.
 DQ1110
 DQ1110.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ1110.GEOID18 height accuracy estimate available here.
 DQ1110
 DQ1110.Click photographs - Photos may exist for this station.
 DQ1110
 DQ1110.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DQ1110
 DQ1110.The Laplace correction was computed from DEFLEC18 derived deflections.
 DQ1110
 DQ1110.The ellipsoidal height was determined by GPS observations
 DQ1110.and is referenced to NAD 83.
 DQ1110
 DQ1110.The dynamic height is computed by dividing the NAVD 88
 DQ1110.geopotential number by the normal gravity value computed on the
 DQ1110.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ1110.degrees latitude (g = 980.6199 gals.).
 DQ1110
 DQ1110.The modeled gravity was interpolated from observed gravity values.
 DQ1110
 DQ1110. The following values were computed from the NAD 83(2011) position.
 DQ1110
 DQ1110;                    North         East     Units Scale Factor Converg.
 DQ1110;SPC MN S     -   277,450.352   906,168.617   MT  0.99992321   +0 56 14.1
 DQ1110;SPC MN S     -   910,268.36  2,972,988.20   sFT  0.99992321   +0 56 14.1
 DQ1110;UTM  15      - 4,937,376.271   526,762.635   MT  0.99960881   +0 14 12.1
 DQ1110
 DQ1110!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DQ1110!SPC MN S     -   0.99996825  x   0.99992321  =   0.99989146
 DQ1110!UTM  15      -   0.99996825  x   0.99960881  =   0.99957707
 DQ1110
 DQ1110_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWK2676237376(NAD 83)
 DQ1110
 DQ1110                          SUPERSEDED SURVEY CONTROL
 DQ1110
 DQ1110.No superseded survey control is available for this station.
 DQ1110
 DQ1110_MARKER: I = METAL ROD
 DQ1110_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DQ1110_STAMPING: 2514 BF 2015
 DQ1110_MARK LOGO: MNDT
 DQ1110_PROJECTION: RECESSED 5 CENTIMETERS
 DQ1110_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DQ1110_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ1110_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ1110+SATELLITE: SATELLITE OBSERVATIONS - October 17, 2023
 DQ1110_ROD/PIPE-DEPTH: 10.4 meters
 DQ1110
 DQ1110  HISTORY     - Date     Condition        Report By
 DQ1110  HISTORY     - 20150330 MONUMENTED       MNDT
 DQ1110  HISTORY     - 20160518 GOOD             MNDT
 DQ1110  HISTORY     - 20231017 GOOD             MNDT
 DQ1110
 DQ1110                          STATION DESCRIPTION
 DQ1110
 DQ1110'DESCRIBED BY MN DEPT OF TRANSP 2015
 DQ1110'THE STATION IS LOCATED ABOUT 7.4 MI (11.9 KM) EAST OF MIESVILLE, 6.6
 DQ1110'MI (10.6 KM) WEST-NORTHWEST OF RED WING AND 4.0 MI (6.4 KM)
 DQ1110'EAST-NORTHEAST OF WELCH.
 DQ1110'
 DQ1110'TO REACH THE MARK GO 2.0 MI (3.2 KM) NORTHWEST ALONG TRUNK HIGHWAY 61
 DQ1110'FROM THE JUNCTION OF TRUNK HIGHWAY 61 AND TRUNK HIGHWAY 19 IN RED
 DQ1110'WING, AT TRUNK HIGHWAY 61 MILE POINT 98.55.
 DQ1110'
 DQ1110'THE MARK IS LOCATED 53.1 FT (16.2 M) SOUTHWEST OF SOUTHBOUND TRUNK
 DQ1110'HIGHWAY 61, 1.5 FT (0.5 M) NORTHEAST OF A WITNESS POST.
 DQ1110'
 DQ1110'NOTE - THE STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM
 DQ1110'ROD DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION REMOVABLE
 DQ1110'DISK SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH
 DQ1110'PVC PIPE BACK FILLED WITH WASHED SAND.
 DQ1110
 DQ1110                          STATION RECOVERY (2016)
 DQ1110
 DQ1110'RECOVERY NOTE BY MN DEPT OF TRANSP 2016 (ADT)
 DQ1110'RECOVERED AS DESCRIBED.
 DQ1110
 DQ1110                          STATION RECOVERY (2023)
 DQ1110
 DQ1110'RECOVERY NOTE BY MN DEPT OF TRANSP 2023 (MJS)
 DQ1110'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DQ8885 ***********************************************************************
 DQ8885  DESIGNATION -  2514 BG
 DQ8885  PID         -  DQ8885
 DQ8885  STATE/COUNTY-  MN/GOODHUE
 DQ8885  COUNTRY     -  US
 DQ8885  USGS QUAD   -  RED WING (2019)
 DQ8885
 DQ8885                         *CURRENT SURVEY CONTROL
 DQ8885  ______________________________________________________________________
 DQ8885* NAD 83(1986) POSITION- 44 33 42.54   (N) 092 32 56.36   (W)   HD_HELD1
 DQ8885* NAVD 88 ORTHO HEIGHT -   220.398 (meters)      723.09  (feet) ADJUSTED
 DQ8885  ______________________________________________________________________
 DQ8885  GEOID HEIGHT    -        -30.220 (meters)                     GEOID18
 DQ8885  DYNAMIC HEIGHT  -        220.367 (meters)      722.99  (feet) COMP
 DQ8885  MODELED GRAVITY -    980,472.5   (mgal)                       NAVD 88
 DQ8885
 DQ8885  VERT ORDER      -  SECOND    CLASS I
 DQ8885
 DQ8885.The horizontal coordinates were determined by differentially corrected
 DQ8885.hand held GPS observations or other comparable positioning techniques
 DQ8885.and have an estimated accuracy of +/- 3 meters.
 DQ8885
 DQ8885.The orthometric height was determined by differential leveling and
 DQ8885.adjusted by the NATIONAL GEODETIC SURVEY
 DQ8885.in May 2019.
 DQ8885
 DQ8885.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ8885.GEOID18 height accuracy estimate available here.
 DQ8885
 DQ8885.Click photographs - Photos may exist for this station.
 DQ8885
 DQ8885.The dynamic height is computed by dividing the NAVD 88
 DQ8885.geopotential number by the normal gravity value computed on the
 DQ8885.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ8885.degrees latitude (g = 980.6199 gals.).
 DQ8885
 DQ8885.The modeled gravity was interpolated from observed gravity values.
 DQ8885
 DQ8885;                    North         East    Units  Estimated Accuracy
 DQ8885;SPC MN S     -   274,558.7     915,261.3     MT  (+/- 3 meters HH1 GPS) 
 DQ8885
 DQ8885_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWK3581634374(NAD 83)
 DQ8885
 DQ8885                          SUPERSEDED SURVEY CONTROL
 DQ8885
 DQ8885.No superseded survey control is available for this station.
 DQ8885
 DQ8885_MARKER: F = FLANGE-ENCASED ROD
 DQ8885_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DQ8885_STAMPING: 2514 BG 2017
 DQ8885_MARK LOGO: MNDT
 DQ8885_PROJECTION: RECESSED 10 CENTIMETERS
 DQ8885_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DQ8885_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ8885_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ8885+SATELLITE: SATELLITE OBSERVATIONS - October 16, 2023
 DQ8885_ROD/PIPE-DEPTH: 3.7 meters
 DQ8885
 DQ8885  HISTORY     - Date     Condition        Report By
 DQ8885  HISTORY     - 20170426 MONUMENTED       MNDT
 DQ8885  HISTORY     - 20231016 GOOD             MNDT
 DQ8885
 DQ8885                          STATION DESCRIPTION
 DQ8885
 DQ8885'DESCRIBED BY MN DEPT OF TRANSP 2017
 DQ8885'THE STATION IS LOCATED ABOUT 11.7 MI (18.8 KM) NORTH-NORTHEAST OF
 DQ8885'GOODHUE, 9.4 MI (15.1 KM) EAST OF WELCH AND 0.8 MI (1.3 KM) WEST OF
 DQ8885'RED WING.
 DQ8885'
 DQ8885'TO REACH THE MARK 0.8 MI (1.3 KM) WEST ALONG TRUNK HIGHWAY 61 FROM THE
 DQ8885'JUNCTION OF TRUNK HIGHWAY 61 AND TRUNK HIGHWAY 58 IN RED WING, AT
 DQ8885'TRUNK HIGHWAY 61 MILE POINT 91.85.
 DQ8885'
 DQ8885'THE MARK IS 34.8 FT (10.6 M) SOUTH OF SOUTHBOUND TRUNK HIGHWAY 61,
 DQ8885'18.6 FT (5.7 M) NORTH OF WEST THIRD STREET, 38.9 FT (11.9 M) WEST OF A
 DQ8885'FIRE HYDRANT, 1.5 FT (0.5 M) NORTH OF A WITNESS POST.
 DQ8885'
 DQ8885'NOTE - THE STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM
 DQ8885'ROD DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION REMOVABLE
 DQ8885'DISK SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH
 DQ8885'PVC PIPE BACK FILLED WITH WASHED SAND.
 DQ8885
 DQ8885                          STATION RECOVERY (2023)
 DQ8885
 DQ8885'RECOVERY NOTE BY MN DEPT OF TRANSP 2023 (MJS)
 DQ8885'IN RED WING, 0.8 MI (1.3 KM) WEST ALONG TRUNK HIGHWAY 61 FROM THE
 DQ8885'JUNCTION OF TRUNK HIGHWAY 61 AND TRUNK HIGHWAY 58 IN RED WING, AT
 DQ8885'TRUNK HIGHWAY 61 MILE POINT 91.85, 34.8 FT (10.6 M) SOUTH OF
 DQ8885'SOUTHBOUND TRUNK HIGHWAY 61, 18.6 FT (5.7 M) NORTH OF WEST THIRD
 DQ8885'STREET, 38.9 FT (11.9 M) WEST OF A FIRE HYDRANT, 1.5 FT (0.5 M) NORTH
 DQ8885'OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DQ8884 ***********************************************************************
 DQ8884  DESIGNATION -  2514 BH
 DQ8884  PID         -  DQ8884
 DQ8884  STATE/COUNTY-  MN/GOODHUE
 DQ8884  COUNTRY     -  US
 DQ8884  USGS QUAD   -  RED WING (2019)
 DQ8884
 DQ8884                         *CURRENT SURVEY CONTROL
 DQ8884  ______________________________________________________________________
 DQ8884* NAD 83(1986) POSITION- 44 33 53.05   (N) 092 34 05.17   (W)   HD_HELD1
 DQ8884* NAVD 88 ORTHO HEIGHT -   219.950 (meters)      721.62  (feet) ADJUSTED
 DQ8884  ______________________________________________________________________
 DQ8884  GEOID HEIGHT    -        -30.199 (meters)                     GEOID18
 DQ8884  DYNAMIC HEIGHT  -        219.918 (meters)      721.51  (feet) COMP
 DQ8884  MODELED GRAVITY -    980,470.2   (mgal)                       NAVD 88
 DQ8884
 DQ8884  VERT ORDER      -  SECOND    CLASS I
 DQ8884
 DQ8884.The horizontal coordinates were determined by differentially corrected
 DQ8884.hand held GPS observations or other comparable positioning techniques
 DQ8884.and have an estimated accuracy of +/- 3 meters.
 DQ8884
 DQ8884.The orthometric height was determined by differential leveling and
 DQ8884.adjusted by the NATIONAL GEODETIC SURVEY
 DQ8884.in May 2019.
 DQ8884
 DQ8884.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ8884.GEOID18 height accuracy estimate available here.
 DQ8884
 DQ8884.Click photographs - Photos may exist for this station.
 DQ8884
 DQ8884.The dynamic height is computed by dividing the NAVD 88
 DQ8884.geopotential number by the normal gravity value computed on the
 DQ8884.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ8884.degrees latitude (g = 980.6199 gals.).
 DQ8884
 DQ8884.The modeled gravity was interpolated from observed gravity values.
 DQ8884
 DQ8884;                    North         East    Units  Estimated Accuracy
 DQ8884;SPC MN S     -   274,856.3     913,737.5     MT  (+/- 3 meters HH1 GPS) 
 DQ8884
 DQ8884_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWK3429634690(NAD 83)
 DQ8884
 DQ8884                          SUPERSEDED SURVEY CONTROL
 DQ8884
 DQ8884.No superseded survey control is available for this station.
 DQ8884
 DQ8884_MARKER: F = FLANGE-ENCASED ROD
 DQ8884_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DQ8884_STAMPING: 2514 BH 2017
 DQ8884_MARK LOGO: MNDT
 DQ8884_PROJECTION: RECESSED 8 CENTIMETERS
 DQ8884_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DQ8884_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ8884_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ8884+SATELLITE: SATELLITE OBSERVATIONS - October 16, 2023
 DQ8884_ROD/PIPE-DEPTH: 3.7 meters
 DQ8884
 DQ8884  HISTORY     - Date     Condition        Report By
 DQ8884  HISTORY     - 20170426 MONUMENTED       MNDT
 DQ8884  HISTORY     - 20231016 GOOD             MNDT
 DQ8884
 DQ8884                          STATION DESCRIPTION
 DQ8884
 DQ8884'DESCRIBED BY MN DEPT OF TRANSP 2017
 DQ8884'THE STATION IS LOCATED ABOUT 11.7 MI (18.8 KM) NORTH-NORTHEAST OF
 DQ8884'GOODHUE, 8.4 MI (13.5 KM) EAST OF WELCH AND 1.7 MI (2.7 KM) WEST OF
 DQ8884'RED WING.
 DQ8884'
 DQ8884'TO REACH THE MARK GO 1.8 MI (2.9 KM) WEST ALONG TRUNK HIGHWAY 61 FROM
 DQ8884'THE JUNCTION OF TRUNK HIGHWAY 61 AND TRUNK HIGHWAY 58 IN RED WING, AT
 DQ8884'TRUNK HIGHWAY 61 MILE POINT 92.85.
 DQ8884'
 DQ8884'THE MARK IS 49.0 FT (14.9 M) NORTH-NORTHEAST OF NORTHBOUND TRUNK
 DQ8884'HIGHWAY 61, 125.1 FT (38.1 M) WEST-NORTHWEST OF AN ENTRANCE TO A RED
 DQ8884'WING CHEVROLET DEALER, 27.4 FT (8.4 M) SOUTHEAST OF THE SOUTH POST OF
 DQ8884'A RED WING CHEVROLET DEALER SIGN, 1.5 FT (0.5 M) SOUTH-SOUTHWEST OF A
 DQ8884'WITNESS POST.
 DQ8884'
 DQ8884'NOTE-THE STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM ROD
 DQ8884'DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION REMOVABLE DISK
 DQ8884'SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH PVC
 DQ8884'PIPE BACK FILLED WITH WASHED SAND.
 DQ8884
 DQ8884                          STATION RECOVERY (2023)
 DQ8884
 DQ8884'RECOVERY NOTE BY MN DEPT OF TRANSP 2023 (MJS)
 DQ8884'IN RED WING, 1.8 MI (2.9 KM) WEST ALONG TRUNK HIGHWAY 61 FROM THE
 DQ8884'JUNCTION OF TRUNK HIGHWAY 61 AND TRUNK HIGHWAY 58 IN RED WING, AT
 DQ8884'TRUNK HIGHWAY 61 MILE POINT 92.85, 49.0 FT (14.9 M) NORTH-NORTHEAST OF
 DQ8884'NORTHBOUND TRUNK HIGHWAY 61, 125.1 FT (38.1 M) WEST-NORTHWEST OF AN
 DQ8884'ENTRANCE TO A RED WING CHEVROLET DEALER, 27.4 FT (8.4 M) SOUTHEAST OF
 DQ8884'THE SOUTH POST OF A RED WING CHEVROLET DEALER SIGN, 1.5 FT (0.5 M)
 DQ8884'SOUTH-SOUTHWEST OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DQ8883 ***********************************************************************
 DQ8883  DESIGNATION -  2514 BJ
 DQ8883  PID         -  DQ8883
 DQ8883  STATE/COUNTY-  MN/GOODHUE
 DQ8883  COUNTRY     -  US
 DQ8883  USGS QUAD   -  RED WING (2019)
 DQ8883
 DQ8883                         *CURRENT SURVEY CONTROL
 DQ8883  ______________________________________________________________________
 DQ8883* NAD 83(1986) POSITION- 44 34 07.50   (N) 092 35 16.49   (W)   HD_HELD1
 DQ8883* NAVD 88 ORTHO HEIGHT -   220.141 (meters)      722.25  (feet) ADJUSTED
 DQ8883  ______________________________________________________________________
 DQ8883  GEOID HEIGHT    -        -30.171 (meters)                     GEOID18
 DQ8883  DYNAMIC HEIGHT  -        220.109 (meters)      722.14  (feet) COMP
 DQ8883  MODELED GRAVITY -    980,468.0   (mgal)                       NAVD 88
 DQ8883
 DQ8883  VERT ORDER      -  SECOND    CLASS I
 DQ8883
 DQ8883.The horizontal coordinates were determined by differentially corrected
 DQ8883.hand held GPS observations or other comparable positioning techniques
 DQ8883.and have an estimated accuracy of +/- 3 meters.
 DQ8883
 DQ8883.The orthometric height was determined by differential leveling and
 DQ8883.adjusted by the NATIONAL GEODETIC SURVEY
 DQ8883.in May 2019.
 DQ8883
 DQ8883.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ8883.GEOID18 height accuracy estimate available here.
 DQ8883
 DQ8883.Click photographs - Photos may exist for this station.
 DQ8883
 DQ8883.The dynamic height is computed by dividing the NAVD 88
 DQ8883.geopotential number by the normal gravity value computed on the
 DQ8883.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ8883.degrees latitude (g = 980.6199 gals.).
 DQ8883
 DQ8883.The modeled gravity was interpolated from observed gravity values.
 DQ8883
 DQ8883;                    North         East    Units  Estimated Accuracy
 DQ8883;SPC MN S     -   275,274.8     912,156.3     MT  (+/- 3 meters HH1 GPS) 
 DQ8883
 DQ8883_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWK3272135128(NAD 83)
 DQ8883
 DQ8883                          SUPERSEDED SURVEY CONTROL
 DQ8883
 DQ8883.No superseded survey control is available for this station.
 DQ8883
 DQ8883_MARKER: F = FLANGE-ENCASED ROD
 DQ8883_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DQ8883_STAMPING: 2514 BJ 2017
 DQ8883_MARK LOGO: MNDT
 DQ8883_PROJECTION: RECESSED 8 CENTIMETERS
 DQ8883_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ8883_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ8883+SATELLITE: SATELLITE OBSERVATIONS - April 26, 2017
 DQ8883_ROD/PIPE-DEPTH: 4.3 meters
 DQ8883
 DQ8883  HISTORY     - Date     Condition        Report By
 DQ8883  HISTORY     - 20170426 MONUMENTED       MNDT
 DQ8883  HISTORY     - 20200423 MARK NOT FOUND   MNDT
 DQ8883  HISTORY     - 20231016 MARK NOT FOUND   MNDT
 DQ8883
 DQ8883                          STATION DESCRIPTION
 DQ8883
 DQ8883'DESCRIBED BY MN DEPT OF TRANSP 2017
 DQ8883'THE STATION IS LOCATED ABOUT 11.3 MI (18.2 KM) EAST OF MIESVILLE, 7.4
 DQ8883'MI (11.9 KM) EAST OF WELCH AND 2.7 MI (4.3 KM) WEST OF RED WING.
 DQ8883'
 DQ8883'TO REACH THE MARK GO 2.8 MI (4.5 KM) WEST ALONG TRUNK HIGHWAY 61 FROM
 DQ8883'THE JUNCTION OF TRUNK HIGHWAY 61 AND TRUNK HIGHWAY 58 IN RED WING, AT
 DQ8883'TRUNK HIGHWAY 61 MILE POINT 93.90.
 DQ8883'
 DQ8883'THE MARK IS 52.2 FT (15.9 M) NORTH-NORTHEAST OF NORTHBOUND TRUNK
 DQ8883'HIGHWAY 61, 28.2 FT (8.6 M) SOUTH-SOUTHWEST OF A NORTH SERVICE DRIVE,
 DQ8883'19.5 FT (5.9 M) NORTHEAST OF LIGHT POLE NUMBER C 15, 1.5 FT (0.5 M)
 DQ8883'SOUTH-SOUTHWEST OF A WITNESS POST.
 DQ8883'
 DQ8883'NOTE -THE STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM ROD
 DQ8883'DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION REMOVABLE DISK
 DQ8883'SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH PVC
 DQ8883'PIPE BACK FILLED WITH WASHED SAND.
 DQ8883
 DQ8883                          STATION RECOVERY (2020)
 DQ8883
 DQ8883'RECOVERY NOTE BY MN DEPT OF TRANSP 2020 (SEL)
 DQ8883'MARK NOT FOUND.
 DQ8883
 DQ8883                          STATION RECOVERY (2023)
 DQ8883
 DQ8883'RECOVERY NOTE BY MN DEPT OF TRANSP 2023 (MJS)
 DQ8883'IN RED WING, 2.8 MI (4.5 KM) WEST ALONG TRUNK HIGHWAY 61 FROM THE
 DQ8883'JUNCTION OF TRUNK HIGHWAY 61 AND TRUNK HIGHWAY 58 IN RED WING, AT
 DQ8883'TRUNK HIGHWAY 61 MILE POINT 93.90, 52.2 FT (15.9 M) NORTH-NORTHEAST OF
 DQ8883'NORTHBOUND TRUNK HIGHWAY 61, 28.2 FT (8.6 M) SOUTH-SOUTHWEST OF A
 DQ8883'NORTH SERVICE DRIVE, 19.5 FT (5.9 M) NORTHEAST OF LIGHT POLE NUMBER C
 DQ8883'15, 1.5 FT (0.5 M) SOUTH-SOUTHWEST OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DQ8882 ***********************************************************************
 DQ8882  DESIGNATION -  2514 BK
 DQ8882  PID         -  DQ8882
 DQ8882  STATE/COUNTY-  MN/GOODHUE
 DQ8882  COUNTRY     -  US
 DQ8882  USGS QUAD   -  RED WING (2019)
 DQ8882
 DQ8882                         *CURRENT SURVEY CONTROL
 DQ8882  ______________________________________________________________________
 DQ8882* NAD 83(1986) POSITION- 44 34 19.35   (N) 092 35 49.24   (W)   HD_HELD1
 DQ8882* NAVD 88 ORTHO HEIGHT -   218.347 (meters)      716.36  (feet) ADJUSTED
 DQ8882  ______________________________________________________________________
 DQ8882  GEOID HEIGHT    -        -30.156 (meters)                     GEOID18
 DQ8882  DYNAMIC HEIGHT  -        218.316 (meters)      716.26  (feet) COMP
 DQ8882  MODELED GRAVITY -    980,467.7   (mgal)                       NAVD 88
 DQ8882
 DQ8882  VERT ORDER      -  SECOND    CLASS I
 DQ8882
 DQ8882.The horizontal coordinates were determined by differentially corrected
 DQ8882.hand held GPS observations or other comparable positioning techniques
 DQ8882.and have an estimated accuracy of +/- 3 meters.
 DQ8882
 DQ8882.The orthometric height was determined by differential leveling and
 DQ8882.adjusted by the NATIONAL GEODETIC SURVEY
 DQ8882.in May 2019.
 DQ8882
 DQ8882.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ8882.GEOID18 height accuracy estimate available here.
 DQ8882
 DQ8882.Click photographs - Photos may exist for this station.
 DQ8882
 DQ8882.The dynamic height is computed by dividing the NAVD 88
 DQ8882.geopotential number by the normal gravity value computed on the
 DQ8882.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ8882.degrees latitude (g = 980.6199 gals.).
 DQ8882
 DQ8882.The modeled gravity was interpolated from observed gravity values.
 DQ8882
 DQ8882;                    North         East    Units  Estimated Accuracy
 DQ8882;SPC MN S     -   275,628.1     911,427.5     MT  (+/- 3 meters HH1 GPS) 
 DQ8882
 DQ8882_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWK3199735490(NAD 83)
 DQ8882
 DQ8882                          SUPERSEDED SURVEY CONTROL
 DQ8882
 DQ8882.No superseded survey control is available for this station.
 DQ8882
 DQ8882_MARKER: F = FLANGE-ENCASED ROD
 DQ8882_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DQ8882_STAMPING: 2514 BK 2017
 DQ8882_MARK LOGO: MNDT
 DQ8882_PROJECTION: RECESSED 8 CENTIMETERS
 DQ8882_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DQ8882_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ8882_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ8882+SATELLITE: SATELLITE OBSERVATIONS - October 16, 2023
 DQ8882_ROD/PIPE-DEPTH: 19.2 meters
 DQ8882
 DQ8882  HISTORY     - Date     Condition        Report By
 DQ8882  HISTORY     - 20170502 MONUMENTED       MNDT
 DQ8882  HISTORY     - 20231016 GOOD             MNDT
 DQ8882
 DQ8882                          STATION DESCRIPTION
 DQ8882
 DQ8882'DESCRIBED BY MN DEPT OF TRANSP 2017
 DQ8882'THE STATION IS LOCATED ABOUT 10.8 MI (17.4 KM) EAST OF MIESVILLE, 7.0
 DQ8882'MI (11.3 KM) EAST OF WELCH AND 3.2 MI (5.1 KM) WEST-NORTHWEST OF RED
 DQ8882'WING.
 DQ8882'
 DQ8882'TO REACH THE MARK GO 3.3 MI (5.3 KM) WEST ALONG TRUNK HIGHWAY 61 FROM
 DQ8882'THE JUNCTION OF TRUNK HIGHWAY 61 AND TRUNK HIGHWAY 58 IN RED WING, AT
 DQ8882'TRUNK HIGHWAY 61 MILE POINT 94.4.
 DQ8882'
 DQ8882'THE MARK IS LOCATED 77.7 FT (23.7 M) NORTH-NORTHEAST OF NORTHBOUND
 DQ8882'TRUNK HIGHWAY 61, 89.6 FT (27.3 M) WEST-NORTHWEST OF A RIGHT-OF-WAY
 DQ8882'POST, 1.5 FT (0.5 M) SOUTH-SOUTHWEST OF A WITNESS POST.
 DQ8882'
 DQ8882'NOTE-THE STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM ROD
 DQ8882'DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION REMOVABLE DISK
 DQ8882'SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH PVC
 DQ8882'PIPE BACK FILLED WITH WASHED SAND.
 DQ8882
 DQ8882                          STATION RECOVERY (2023)
 DQ8882
 DQ8882'RECOVERY NOTE BY MN DEPT OF TRANSP 2023 (MJS)
 DQ8882'IN RED WING, 3.3 MI (5.3 KM) WEST ALONG TRUNK HIGHWAY 61 FROM THE
 DQ8882'JUNCTION OF TRUNK HIGHWAY 61 AND TRUNK HIGHWAY 58 IN RED WING, AT
 DQ8882'TRUNK HIGHWAY 61 MILE POINT 94.4, 77.7 FT (23.7 M) NORTH-NORTHEAST OF
 DQ8882'NORTHBOUND TRUNK HIGHWAY 61, 89.6 FT (27.3 M) WEST-NORTHWEST OF A
 DQ8882'RIGHT-OF-WAY POST, 1.5 FT (0.5 M) SOUTH-SOUTHWEST OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DQ8881 ***********************************************************************
 DQ8881  DESIGNATION -  2514 BL
 DQ8881  PID         -  DQ8881
 DQ8881  STATE/COUNTY-  MN/GOODHUE
 DQ8881  COUNTRY     -  US
 DQ8881  USGS QUAD   -  RED WING (2019)
 DQ8881
 DQ8881                         *CURRENT SURVEY CONTROL
 DQ8881  ______________________________________________________________________
 DQ8881* NAD 83(1986) POSITION- 44 34 23.24   (N) 092 36 27.26   (W)   HD_HELD1
 DQ8881* NAVD 88 ORTHO HEIGHT -   241.725 (meters)      793.06  (feet) ADJUSTED
 DQ8881  ______________________________________________________________________
 DQ8881  GEOID HEIGHT    -        -30.138 (meters)                     GEOID18
 DQ8881  DYNAMIC HEIGHT  -        241.690 (meters)      792.94  (feet) COMP
 DQ8881  MODELED GRAVITY -    980,467.4   (mgal)                       NAVD 88
 DQ8881
 DQ8881  VERT ORDER      -  SECOND    CLASS I
 DQ8881
 DQ8881.The horizontal coordinates were determined by differentially corrected
 DQ8881.hand held GPS observations or other comparable positioning techniques
 DQ8881.and have an estimated accuracy of +/- 3 meters.
 DQ8881
 DQ8881.The orthometric height was determined by differential leveling and
 DQ8881.adjusted by the NATIONAL GEODETIC SURVEY
 DQ8881.in May 2019.
 DQ8881
 DQ8881.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ8881.GEOID18 height accuracy estimate available here.
 DQ8881
 DQ8881.Click photographs - Photos may exist for this station.
 DQ8881
 DQ8881.The dynamic height is computed by dividing the NAVD 88
 DQ8881.geopotential number by the normal gravity value computed on the
 DQ8881.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ8881.degrees latitude (g = 980.6199 gals.).
 DQ8881
 DQ8881.The modeled gravity was interpolated from observed gravity values.
 DQ8881
 DQ8881;                    North         East    Units  Estimated Accuracy
 DQ8881;SPC MN S     -   275,733.8     910,586.8     MT  (+/- 3 meters HH1 GPS) 
 DQ8881
 DQ8881_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWK3115835606(NAD 83)
 DQ8881
 DQ8881                          SUPERSEDED SURVEY CONTROL
 DQ8881
 DQ8881.No superseded survey control is available for this station.
 DQ8881
 DQ8881_MARKER: F = FLANGE-ENCASED ROD
 DQ8881_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DQ8881_STAMPING: 2514 BL 2017
 DQ8881_MARK LOGO: MNDT
 DQ8881_PROJECTION: RECESSED 5 CENTIMETERS
 DQ8881_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DQ8881_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ8881_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ8881+SATELLITE: SATELLITE OBSERVATIONS - October 16, 2023
 DQ8881_ROD/PIPE-DEPTH: 28.0 meters
 DQ8881
 DQ8881  HISTORY     - Date     Condition        Report By
 DQ8881  HISTORY     - 20170502 MONUMENTED       MNDT
 DQ8881  HISTORY     - 20231016 GOOD             MNDT
 DQ8881
 DQ8881                          STATION DESCRIPTION
 DQ8881
 DQ8881'DESCRIBED BY MN DEPT OF TRANSP 2017
 DQ8881'THE STATION IS LOCATED ABOUT 10.3 MI (16.6 KM) EAST OF MIESVILLE, 6.5
 DQ8881'MI (10.5 KM) EAST OF WELCH AND 3.7 MI (6.0 KM) WEST-NORTHWEST OF RED
 DQ8881'WING.
 DQ8881'
 DQ8881'TO REACH THE MARK GO 3.85 MI (6.19 KM) WEST ALONG TRUNK HIGHWAY 61
 DQ8881'FROM THE JUNCTION OF TRUNK HIGHWAY 61 AND TRUNK HIGHWAY 58 IN RED
 DQ8881'WING, AT TRUNK HIGHWAY 61 MILE POINT 94.95.
 DQ8881'
 DQ8881'THE MARK IS LOCATED 5.5 FT (1.7 M) NORTH-NORTHWEST OF NORTHBOUND TRUNK
 DQ8881'HIGHWAY 61, 49.0 FT (14.9 M) WEST-SOUTHWEST OF JOHNSON AVENUE
 DQ8881'EXTENDED, 4.2 FT (1.3 M) SOUTH-SOUTHEAST OF A CHAIN LINK FENCE, 1.5 FT
 DQ8881'(0.5 M) SOUTH-SOUTHEAST OF A WITNESS POST.
 DQ8881'
 DQ8881'NOTE-THE STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM ROD
 DQ8881'DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION REMOVABLE DISK
 DQ8881'SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH PVC
 DQ8881'PIPE BACK FILLED WITH WASHED SAND.
 DQ8881
 DQ8881                          STATION RECOVERY (2023)
 DQ8881
 DQ8881'RECOVERY NOTE BY MN DEPT OF TRANSP 2023 (MJS)
 DQ8881'IN RED WING, 3.85 MI (6.19 KM) WEST ALONG TRUNK HIGHWAY 61 FROM THE
 DQ8881'JUNCTION OF TRUNK HIGHWAY 61 AND TRUNK HIGHWAY 58 IN RED WING, AT
 DQ8881'TRUNK HIGHWAY 61 MILE POINT 94.95, 5.5 FT (1.7 M) NORTH-NORTHWEST OF
 DQ8881'NORTHBOUND TRUNK HIGHWAY 61, 49.0 FT (14.9 M) WEST-SOUTHWEST OF
 DQ8881'JOHNSON AVENUE EXTENDED, 4.2 FT (1.3 M) SOUTH-SOUTHEAST OF A CHAIN
 DQ8881'LINK FENCE, 1.5 FT (0.5 M) SOUTH-SOUTHEAST OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DQ8880 ***********************************************************************
 DQ8880  DESIGNATION -  2514 BM
 DQ8880  PID         -  DQ8880
 DQ8880  STATE/COUNTY-  MN/GOODHUE
 DQ8880  COUNTRY     -  US
 DQ8880  USGS QUAD   -  WELCH (2019)
 DQ8880
 DQ8880                         *CURRENT SURVEY CONTROL
 DQ8880  ______________________________________________________________________
 DQ8880* NAD 83(1986) POSITION- 44 33 59.01   (N) 092 37 31.12   (W)   HD_HELD1
 DQ8880* NAVD 88 ORTHO HEIGHT -   250.670 (meters)      822.41  (feet) ADJUSTED
 DQ8880  ______________________________________________________________________
 DQ8880  GEOID HEIGHT    -        -30.103 (meters)                     GEOID18
 DQ8880  DYNAMIC HEIGHT  -        250.633 (meters)      822.29  (feet) COMP
 DQ8880  MODELED GRAVITY -    980,465.8   (mgal)                       NAVD 88
 DQ8880
 DQ8880  VERT ORDER      -  SECOND    CLASS I
 DQ8880
 DQ8880.The horizontal coordinates were determined by differentially corrected
 DQ8880.hand held GPS observations or other comparable positioning techniques
 DQ8880.and have an estimated accuracy of +/- 3 meters.
 DQ8880
 DQ8880.The orthometric height was determined by differential leveling and
 DQ8880.adjusted by the NATIONAL GEODETIC SURVEY
 DQ8880.in May 2019.
 DQ8880
 DQ8880.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ8880.GEOID18 height accuracy estimate available here.
 DQ8880
 DQ8880.Click photographs - Photos may exist for this station.
 DQ8880
 DQ8880.The dynamic height is computed by dividing the NAVD 88
 DQ8880.geopotential number by the normal gravity value computed on the
 DQ8880.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ8880.degrees latitude (g = 980.6199 gals.).
 DQ8880
 DQ8880.The modeled gravity was interpolated from observed gravity values.
 DQ8880
 DQ8880;                    North         East    Units  Estimated Accuracy
 DQ8880;SPC MN S     -   274,962.2     909,190.7     MT  (+/- 3 meters HH1 GPS) 
 DQ8880
 DQ8880_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWK2975334852(NAD 83)
 DQ8880
 DQ8880                          SUPERSEDED SURVEY CONTROL
 DQ8880
 DQ8880.No superseded survey control is available for this station.
 DQ8880
 DQ8880_MARKER: F = FLANGE-ENCASED ROD
 DQ8880_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DQ8880_STAMPING: 2514 BM 2017
 DQ8880_MARK LOGO: MNDT
 DQ8880_PROJECTION: RECESSED 8 CENTIMETERS
 DQ8880_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DQ8880_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ8880_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ8880+SATELLITE: SATELLITE OBSERVATIONS - October 17, 2023
 DQ8880_ROD/PIPE-DEPTH: 28.3 meters
 DQ8880
 DQ8880  HISTORY     - Date     Condition        Report By
 DQ8880  HISTORY     - 20170426 MONUMENTED       MNDT
 DQ8880  HISTORY     - 20231017 GOOD             MNDT
 DQ8880
 DQ8880                          STATION DESCRIPTION
 DQ8880
 DQ8880'DESCRIBED BY MN DEPT OF TRANSP 2017
 DQ8880'THE STATION IS LOCATED ABOUT 9.5 MI (15.3 KM) EAST-SOUTHEAST OF
 DQ8880'MIESVILLE, 5.6 MI (9.0 KM) EAST OF WELCH AND 4.5 MI (7.2 KM) WEST OF
 DQ8880'RED WING.
 DQ8880'
 DQ8880'TO REACH THE MARK GO 0.6 MI (1.0 KM) EAST ALONG TRUNK HIGHWAY 61 FROM
 DQ8880'THE JUNCTION OF TRUNK HIGHWAY 61 AND TRUNK HIGHWAY 19 IN RED WING, AT
 DQ8880'TRUNK HIGHWAY 61 MILE POINT 95.95.
 DQ8880'
 DQ8880'THE MARK IS LOCATED 103.6 FT (31.6 M) SOUTH OF SOUTHBOUND TRUNK
 DQ8880'HIGHWAY 61, 104.7 FT (31.9 M) EAST OF ASPEN AVENUE, 23.0 FT (7.0 M)
 DQ8880'SOUTH OF A BIKE TRAIL, 3.0 FT (0.9 M) NORTHEAST OF A RIGHT-OF-WAY
 DQ8880'POST, 3.0 FT (0.9 M) NORTHEAST OF A WITNESS POST.
 DQ8880'
 DQ8880'NOTE-THE STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM ROD
 DQ8880'DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION REMOVABLE DISK
 DQ8880'SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH PVC
 DQ8880'PIPE BACK FILLED WITH WASHED SAND.
 DQ8880
 DQ8880                          STATION RECOVERY (2023)
 DQ8880
 DQ8880'RECOVERY NOTE BY MN DEPT OF TRANSP 2023 (MJS)
 DQ8880'IN RED WING, 0.6 MI (1.0 KM) EAST ALONG TRUNK HIGHWAY 61 FROM THE
 DQ8880'JUNCTION OF TRUNK HIGHWAY 61 AND TRUNK HIGHWAY 19 IN RED WING, AT
 DQ8880'TRUNK HIGHWAY 61 MILE POINT 95.95, 103.6 FT (31.6 M) SOUTH OF
 DQ8880'SOUTHBOUND TRUNK HIGHWAY 61, 104.7 FT (31.9 M) EAST OF ASPEN AVENUE,
 DQ8880'23.0 FT (7.0 M) SOUTH OF A BIKE TRAIL, 3.0 FT (0.9 M) NORTHEAST OF A
 DQ8880'RIGHT-OF-WAY POST, 3.0 FT (0.9 M) NORTHEAST OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 PP3461 ***********************************************************************
 PP3461  DESIGNATION -  2514 E 1
 PP3461  PID         -  PP3461
 PP3461  STATE/COUNTY-  MN/GOODHUE
 PP3461  COUNTRY     -  US
 PP3461  USGS QUAD   -  RED WING (2019)
 PP3461
 PP3461                         *CURRENT SURVEY CONTROL
 PP3461  ______________________________________________________________________
 PP3461* NAD 83(1986) POSITION- 44 34 05.71   (N) 092 35 17.69   (W)   HD_HELD1
 PP3461* NAVD 88 ORTHO HEIGHT -   221.156 (meters)      725.58  (feet) ADJUSTED
 PP3461  ______________________________________________________________________
 PP3461  GEOID HEIGHT    -        -30.170 (meters)                     GEOID18
 PP3461  DYNAMIC HEIGHT  -        221.124 (meters)      725.47  (feet) COMP
 PP3461  MODELED GRAVITY -    980,467.9   (mgal)                       NAVD 88
 PP3461
 PP3461  VERT ORDER      -  SECOND    CLASS I
 PP3461
 PP3461.The horizontal coordinates were determined by differentially corrected
 PP3461.hand held GPS observations or other comparable positioning techniques
 PP3461.and have an estimated accuracy of +/- 3 meters.
 PP3461
 PP3461.The orthometric height was determined by differential leveling and
 PP3461.adjusted by the NATIONAL GEODETIC SURVEY
 PP3461.in October 2013.
 PP3461
 PP3461.Significant digits in the geoid height do not necessarily reflect accuracy.
 PP3461.GEOID18 height accuracy estimate available here.
 PP3461
 PP3461.Click photographs - Photos may exist for this station.
 PP3461
 PP3461.The dynamic height is computed by dividing the NAVD 88
 PP3461.geopotential number by the normal gravity value computed on the
 PP3461.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP3461.degrees latitude (g = 980.6199 gals.).
 PP3461
 PP3461.The modeled gravity was interpolated from observed gravity values.
 PP3461
 PP3461;                    North         East    Units  Estimated Accuracy
 PP3461;SPC MN S     -   275,219.1     912,130.8     MT  (+/- 3 meters HH1 GPS) 
 PP3461
 PP3461_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWK3269535073(NAD 83)
 PP3461
 PP3461                          SUPERSEDED SURVEY CONTROL
 PP3461
 PP3461  NAVD 88 (06/23/95)  221.159  (m)          725.59   (f) SUPERSEDED  2 1
 PP3461
 PP3461.Superseded values are not recommended for survey control.
 PP3461
 PP3461.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PP3461.See file dsdata.pdf to determine how the superseded data were derived.
 PP3461
 PP3461_MARKER: DB = BENCH MARK DISK
 PP3461_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 PP3461_SP_SET: BOX CULVERT
 PP3461_STAMPING: 2514 E 1 1972
 PP3461_MARK LOGO: MNHD
 PP3461_MAGNETIC: N = NO MAGNETIC MATERIAL
 PP3461_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PP3461+STABILITY: SURFACE MOTION
 PP3461_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 PP3461+SATELLITE: SATELLITE OBSERVATIONS - October 16, 2023
 PP3461
 PP3461  HISTORY     - Date     Condition        Report By
 PP3461  HISTORY     - 19720401 MONUMENTED       MNHD
 PP3461  HISTORY     - 19880808 GOOD             MNDT
 PP3461  HISTORY     - 20030920 GOOD             USPSQD
 PP3461  HISTORY     - 20081104 GOOD             MNDT
 PP3461  HISTORY     - 20110725 GOOD             MNDT
 PP3461  HISTORY     - 20150709 GOOD             MNDT
 PP3461  HISTORY     - 20170406 GOOD             MNDT
 PP3461  HISTORY     - 20231016 GOOD             MNDT
 PP3461
 PP3461                          STATION DESCRIPTION
 PP3461
 PP3461'DESCRIBED BY MN DEPT OF TRANSP 1988
 PP3461'THE MARK IS LOCATED IN THE CITY OF RED WING, 2.85 MI (4.59 KM) WEST
 PP3461'ALONG TRUNK HIGHWAY 61 (MAIN STREET) FROM ITS JUNCTION WITH TRUNK
 PP3461'HIGHWAY 63 (PLUM STREET), IN THE HEADWALL OF A BOX CULVERT AND IN THE
 PP3461'NW 1/4 OF SECTION 26, T113N, R15W.  THE MARK IS 68.0 FT (20.7 M)
 PP3461'SOUTH OF THE CENTERLINE OF THE SOUTHBOUND LANE OF HIGHWAY 61 AT
 PP3461'MILEPOINT 93.85, 16.5 FT (5.0 M) SOUTH-SOUTHWEST OF AND ABOUT 0.5 FT
 PP3461'(0.2 M) HIGHER THAN THE CENTER OF A FRONTAGE ROAD AND 36.3 FT
 PP3461'(11.1 M) WEST-NORTHWEST OF A TELEPHONE POLE.  THE MARK, A STANDARD
 PP3461'MNHD BENCH MARK DISK STAMPED---2514 E 1 1972---, IS SET IN THE TOP OF
 PP3461'THE SOUTHWEST HEADWALL OF THE BOX CULVERT.
 PP3461
 PP3461                          STATION RECOVERY (2003)
 PP3461
 PP3461'RECOVERY NOTE BY US POWER SQUADRON 2003 (NM)
 PP3461'CORRECT LAT AND LON TO 44 34 06 N  092 35 18 W BY WAS CAPABLE GPS
 PP3461
 PP3461                          STATION RECOVERY (2008)
 PP3461
 PP3461'RECOVERY NOTE BY MN DEPT OF TRANSP 2008 (MDL)
 PP3461'RECOVERED AS DESCRIBED.
 PP3461
 PP3461                          STATION RECOVERY (2011)
 PP3461
 PP3461'RECOVERY NOTE BY MN DEPT OF TRANSP 2011 (PJG)
 PP3461'RECOVERED IN GOOD CONDITION.
 PP3461
 PP3461                          STATION RECOVERY (2015)
 PP3461
 PP3461'RECOVERY NOTE BY MN DEPT OF TRANSP 2015 (CRF)
 PP3461'RECOVERED AS DESCRIBED.
 PP3461
 PP3461                          STATION RECOVERY (2017)
 PP3461
 PP3461'RECOVERY NOTE BY MN DEPT OF TRANSP 2017 (KMS)
 PP3461'RECOVERED AS DESCRIBED.
 PP3461
 PP3461                          STATION RECOVERY (2023)
 PP3461
 PP3461'RECOVERY NOTE BY MN DEPT OF TRANSP 2023 (MJS)
 PP3461'THE SURVEY MARK HAS BEEN DEEMED UNSAFE DUE TO FALL RISK AND HAS BEEN
 PP3461'ABANDONED FOR MNDOT GEODETIC USE.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 PP3460 ***********************************************************************
 PP3460  DESIGNATION -  2514 F RESET
 PP3460  PID         -  PP3460
 PP3460  STATE/COUNTY-  MN/GOODHUE
 PP3460  COUNTRY     -  US
 PP3460  USGS QUAD   -  RED WING (2019)
 PP3460
 PP3460                         *CURRENT SURVEY CONTROL
 PP3460  ______________________________________________________________________
 PP3460* NAD 83(1986) POSITION- 44 34 15.10   (N) 092 35 43.92   (W)   HD_HELD1
 PP3460* NAVD 88 ORTHO HEIGHT -   217.223 (meters)      712.67  (feet) ADJUSTED
 PP3460  ______________________________________________________________________
 PP3460  GEOID HEIGHT    -        -30.159 (meters)                     GEOID18
 PP3460  DYNAMIC HEIGHT  -        217.191 (meters)      712.57  (feet) COMP
 PP3460  MODELED GRAVITY -    980,467.7   (mgal)                       NAVD 88
 PP3460
 PP3460  VERT ORDER      -  SECOND    CLASS I
 PP3460
 PP3460.The horizontal coordinates were determined by differentially corrected
 PP3460.hand held GPS observations or other comparable positioning techniques
 PP3460.and have an estimated accuracy of +/- 3 meters.
 PP3460
 PP3460.The orthometric height was determined by differential leveling and
 PP3460.adjusted by the NATIONAL GEODETIC SURVEY
 PP3460.in May 2019.
 PP3460
 PP3460.Significant digits in the geoid height do not necessarily reflect accuracy.
 PP3460.GEOID18 height accuracy estimate available here.
 PP3460
 PP3460.Click photographs - Photos may exist for this station.
 PP3460
 PP3460.The dynamic height is computed by dividing the NAVD 88
 PP3460.geopotential number by the normal gravity value computed on the
 PP3460.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP3460.degrees latitude (g = 980.6199 gals.).
 PP3460
 PP3460.The modeled gravity was interpolated from observed gravity values.
 PP3460
 PP3460;                    North         East    Units  Estimated Accuracy
 PP3460;SPC MN S     -   275,498.9     911,547.1     MT  (+/- 3 meters HH1 GPS) 
 PP3460
 PP3460_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWK3211535359(NAD 83)
 PP3460
 PP3460                          SUPERSEDED SURVEY CONTROL
 PP3460
 PP3460  NAVD 88 (06/23/95)  217.219  (m)          712.66   (f) SUPERSEDED  2 1
 PP3460
 PP3460.Superseded values are not recommended for survey control.
 PP3460
 PP3460.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PP3460.See file dsdata.pdf to determine how the superseded data were derived.
 PP3460
 PP3460_MARKER: DV = VERTICAL CONTROL DISK
 PP3460_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 PP3460_SP_SET: BRIDGE ABUTMENT
 PP3460_STAMPING: 2514 F RESET 1982
 PP3460_MARK LOGO: MNDT
 PP3460_MAGNETIC: N = NO MAGNETIC MATERIAL
 PP3460_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PP3460_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 PP3460+SATELLITE: SATELLITE OBSERVATIONS - October 16, 2023
 PP3460
 PP3460  HISTORY     - Date     Condition        Report By
 PP3460  HISTORY     - 19820401 MONUMENTED       MNDT
 PP3460  HISTORY     - 19880808 GOOD             MNDT
 PP3460  HISTORY     - 20030920 GOOD             USPSQD
 PP3460  HISTORY     - 20081104 GOOD             MNDT
 PP3460  HISTORY     - 20110725 GOOD             MNDT
 PP3460  HISTORY     - 20150709 GOOD             MNDT
 PP3460  HISTORY     - 20170406 GOOD             MNDT
 PP3460  HISTORY     - 20231016 GOOD             MNDT
 PP3460
 PP3460                          STATION DESCRIPTION
 PP3460
 PP3460'DESCRIBED BY MN DEPT OF TRANSP 1988
 PP3460'THE MARK IS LOCATED IN THE CITY OF RED WING, 3.25 MI (5.23 KM) WEST
 PP3460'ALONG TRUNK HIGHWAY 61 (MAIN STREET) FROM ITS JUNCTION WITH TRUNK
 PP3460'HIGHWAY 63 (PLUM STREET), IN THE SOUTHEAST CORNER OF BRIDGE NUMBER
 PP3460'25013 (SOUTHBOUND HIGHWAY 61 OVER SPRING CREEK) AND IN THE NE 1/4 OF
 PP3460'SECTION 27, T113N, R15W.  THE MARK IS 26.0 FT (7.9 M) SOUTH OF AND
 PP3460'ABOUT 0.7 FT (0.2 M) ABOVE THE CENTERLINE OF THE SOUTHBOUND LANE OF
 PP3460'HIGHWAY 61 AT MILEPOINT 94.35.  THE MARK, A STANDARD MNDT BENCH MARK
 PP3460'DISK STAMPED---2514 F RESET 1982---, IS SET IN THE TOP OF THE
 PP3460'ABUTMENT AT THE SOUTHEAST CORNER OF THE BRIDGE.
 PP3460
 PP3460                          STATION RECOVERY (2003)
 PP3460
 PP3460'RECOVERY NOTE BY US POWER SQUADRON 2003 (NM)
 PP3460'RECOVERED IN GOOD CONDITION.
 PP3460
 PP3460                          STATION RECOVERY (2008)
 PP3460
 PP3460'RECOVERY NOTE BY MN DEPT OF TRANSP 2008 (MDL)
 PP3460'RECOVERED AS DESCRIBED.
 PP3460
 PP3460                          STATION RECOVERY (2011)
 PP3460
 PP3460'RECOVERY NOTE BY MN DEPT OF TRANSP 2011 (PJG)
 PP3460'RECOVERED IN GOOD CONDITION.
 PP3460
 PP3460                          STATION RECOVERY (2015)
 PP3460
 PP3460'RECOVERY NOTE BY MN DEPT OF TRANSP 2015 (CRF)
 PP3460'RECOVERED AS DESCRIBED.
 PP3460
 PP3460                          STATION RECOVERY (2017)
 PP3460
 PP3460'RECOVERY NOTE BY MN DEPT OF TRANSP 2017 (KMS)
 PP3460'RECOVERED AS DESCRIBED.
 PP3460
 PP3460                          STATION RECOVERY (2023)
 PP3460
 PP3460'RECOVERY NOTE BY MN DEPT OF TRANSP 2023 (MJS)
 PP3460'THE SURVEY MARK HAS BEEN DEEMED UNSAFE DUE TO FALL RISK AND HAS BEEN
 PP3460'ABANDONED FOR MNDOT GEODETIC USE.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 PP3466 ***********************************************************************
 PP3466  DESIGNATION -  2514 L 2
 PP3466  PID         -  PP3466
 PP3466  STATE/COUNTY-  MN/GOODHUE
 PP3466  COUNTRY     -  US
 PP3466  USGS QUAD   -  WELCH (2019)
 PP3466
 PP3466                         *CURRENT SURVEY CONTROL
 PP3466  ______________________________________________________________________
 PP3466* NAD 83(1986) POSITION- 44 35 08.02   (N) 092 39 21.27   (W)   HD_HELD1
 PP3466* NAVD 88 ORTHO HEIGHT -   220.107 (meters)      722.13  (feet) ADJUSTED
 PP3466  ______________________________________________________________________
 PP3466  GEOID HEIGHT    -        -30.036 (meters)                     GEOID18
 PP3466  DYNAMIC HEIGHT  -        220.077 (meters)      722.04  (feet) COMP
 PP3466  MODELED GRAVITY -    980,473.8   (mgal)                       NAVD 88
 PP3466
 PP3466  VERT ORDER      -  SECOND    CLASS I
 PP3466
 PP3466.The horizontal coordinates were determined by differentially corrected
 PP3466.hand held GPS observations or other comparable positioning techniques
 PP3466.and have an estimated accuracy of +/- 3 meters.
 PP3466
 PP3466.The orthometric height was determined by differential leveling and
 PP3466.adjusted by the NATIONAL GEODETIC SURVEY
 PP3466.in June 1995.
 PP3466
 PP3466.Significant digits in the geoid height do not necessarily reflect accuracy.
 PP3466.GEOID18 height accuracy estimate available here.
 PP3466
 PP3466.Click photographs - Photos may exist for this station.
 PP3466
 PP3466.The dynamic height is computed by dividing the NAVD 88
 PP3466.geopotential number by the normal gravity value computed on the
 PP3466.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP3466.degrees latitude (g = 980.6199 gals.).
 PP3466
 PP3466.The modeled gravity was interpolated from observed gravity values.
 PP3466
 PP3466;                    North         East    Units  Estimated Accuracy
 PP3466;SPC MN S     -   277,051.5     906,725.6     MT  (+/- 3 meters HH1 GPS) 
 PP3466
 PP3466_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWK2731436970(NAD 83)
 PP3466
 PP3466                          SUPERSEDED SURVEY CONTROL
 PP3466
 PP3466.No superseded survey control is available for this station.
 PP3466
 PP3466_MARKER: DB = BENCH MARK DISK
 PP3466_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 PP3466_SP_SET: BOX CULVERT
 PP3466_STAMPING: 2514 L 2 1972
 PP3466_MARK LOGO: MNHD
 PP3466_MAGNETIC: N = NO MAGNETIC MATERIAL
 PP3466_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PP3466+STABILITY: SURFACE MOTION
 PP3466_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 PP3466+SATELLITE: SATELLITE OBSERVATIONS - October 17, 2023
 PP3466
 PP3466  HISTORY     - Date     Condition        Report By
 PP3466  HISTORY     - 1972     MONUMENTED       MNHD
 PP3466  HISTORY     - 19880808 GOOD             MNDT
 PP3466  HISTORY     - 20051122 GOOD             MNDT
 PP3466  HISTORY     - 20080923 GOOD             MNDT
 PP3466  HISTORY     - 20141023 GOOD             MNDT
 PP3466  HISTORY     - 20231017 GOOD             MNDT
 PP3466
 PP3466                          STATION DESCRIPTION
 PP3466
 PP3466'DESCRIBED BY MN DEPT OF TRANSP 1988
 PP3466'THE MARK IS LOCATED IN THE WESTERN PART OF THE CITY OF RED WING, 1.6
 PP3466'MI (2.6 KM) NORTHWEST ALONG TRUNK HIGHWAY 61 FROM ITS JUNCTION WITH
 PP3466'TRUNK HIGHWAY 19 IN RED WING TO THE SOUTH JUNCTION WITH COUNTY ROAD
 PP3466'46, THENCE RIGHT ALONG COUNTY ROAD 46 FOR ABOUT 0.1 MI (0.2 KM) TO A
 PP3466'BOX CULVERT AND IN THE SE 1/4 OF SECTION 18, T113N, R15W.  THE MARK
 PP3466'IS 12.0 FT (3.7 M) NORTH OF AND ABOUT 0.5 FT (0.2 M) LOWER THAN THE
 PP3466'CENTER OF COUNTY ROAD 46.  THE MARK, A STANDARD MNHD BENCH MARK DISK
 PP3466'STAMPED---2514 L 2 1972---, IS SET IN THE TOP OF THE HEADWALL IN THE
 PP3466'NORTHEAST CORNER OF THE BOX CULVERT.
 PP3466
 PP3466                          STATION RECOVERY (2005)
 PP3466
 PP3466'RECOVERY NOTE BY MN DEPT OF TRANSP 2005 (KNB)
 PP3466'THE MARK IS LOCATED ABOUT 7.8 MI (12.6 KM) EAST OF MIESVILLE, 6.2 MI
 PP3466'(10.0 KM) WEST-NORTHWEST OF RED WING AND 4.2 MI (6.8 KM)
 PP3466'EAST-NORTHEAST OF WELCH IN THE WEST PART OF RED WING.
 PP3466'
 PP3466'TO REACH THE MARK GO 1.6 MI (2.6 KM) NORTHWEST OF THE JUNCTION OF
 PP3466'TRUNK HIGHWAY 61 AND TRUNK HIGHWAY 19, TO THE TRUNK HIGHWAY 61 MILE
 PP3466'POINT 98.15, THENCE FROM THE JUNCTION OF COUNTY ROAD 46 AND TRUNK
 PP3466'HIGHWAY 61, GO 0.1 MI (0.2 KM) EAST ON COUNTY ROAD 46.
 PP3466'
 PP3466'THE MARK IS FOUND 12 FT (3.7 M) NORTH OF COUNTY ROAD 46 IN THE
 PP3466'SOUTHEAST CORNER OF A BOX CULVERT.
 PP3466
 PP3466                          STATION RECOVERY (2008)
 PP3466
 PP3466'RECOVERY NOTE BY MN DEPT OF TRANSP 2008 (MJA)
 PP3466'RECOVERED AS DESCRIBED.
 PP3466
 PP3466                          STATION RECOVERY (2014)
 PP3466
 PP3466'RECOVERY NOTE BY MN DEPT OF TRANSP 2014 (KMS)
 PP3466'RECOVERED AS DESCRIBED.
 PP3466
 PP3466                          STATION RECOVERY (2023)
 PP3466
 PP3466'RECOVERY NOTE BY MN DEPT OF TRANSP 2023 (MJS)
 PP3466'THE SURVEY MARK HAS BEEN DEEMED UNSAFE DUE TO FALL RISK AND HAS BEEN
 PP3466'ABANDONED FOR MNDOT GEODETIC USE.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 PP3443 ***********************************************************************
 PP3443  DESIGNATION -  2514 W
 PP3443  PID         -  PP3443
 PP3443  STATE/COUNTY-  MN/GOODHUE
 PP3443  COUNTRY     -  US
 PP3443  USGS QUAD   -  WELCH (2019)
 PP3443
 PP3443                         *CURRENT SURVEY CONTROL
 PP3443  ______________________________________________________________________
 PP3443* NAD 83(1986) POSITION- 44 36 16.19   (N) 092 42 07.73   (W)   HD_HELD1
 PP3443* NAVD 88 ORTHO HEIGHT -   316.263 (meters)     1037.61  (feet) ADJUSTED
 PP3443  ______________________________________________________________________
 PP3443  GEOID HEIGHT    -        -29.911 (meters)                     GEOID18
 PP3443  DYNAMIC HEIGHT  -        316.220 (meters)     1037.47  (feet) COMP
 PP3443  MODELED GRAVITY -    980,472.3   (mgal)                       NAVD 88
 PP3443
 PP3443  VERT ORDER      -  SECOND    CLASS I
 PP3443
 PP3443.The horizontal coordinates were determined by differentially corrected
 PP3443.hand held GPS observations or other comparable positioning techniques
 PP3443.and have an estimated accuracy of +/- 3 meters.
 PP3443
 PP3443.The orthometric height was determined by differential leveling and
 PP3443.adjusted by the NATIONAL GEODETIC SURVEY
 PP3443.in September 2016.
 PP3443
 PP3443.Significant digits in the geoid height do not necessarily reflect accuracy.
 PP3443.GEOID18 height accuracy estimate available here.
 PP3443
 PP3443.Click photographs - Photos may exist for this station.
 PP3443
 PP3443.The dynamic height is computed by dividing the NAVD 88
 PP3443.geopotential number by the normal gravity value computed on the
 PP3443.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP3443.degrees latitude (g = 980.6199 gals.).
 PP3443
 PP3443.The modeled gravity was interpolated from observed gravity values.
 PP3443
 PP3443;                    North         East    Units  Estimated Accuracy
 PP3443;SPC MN S     -   279,096.0     903,020.9     MT  (+/- 3 meters HH1 GPS) 
 PP3443
 PP3443_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWK2363639059(NAD 83)
 PP3443
 PP3443                          SUPERSEDED SURVEY CONTROL
 PP3443
 PP3443  NAVD 88 (06/23/95)  316.356  (m)         1037.91   (f) SUPERSEDED  2 1
 PP3443
 PP3443.Superseded values are not recommended for survey control.
 PP3443
 PP3443.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PP3443.See file dsdata.pdf to determine how the superseded data were derived.
 PP3443
 PP3443_MARKER: DB = BENCH MARK DISK
 PP3443_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 PP3443+WITH SETTING: INFORMATION.
 PP3443_SP_SET: DRIVEN STEEL POST
 PP3443_STAMPING: 2514 W 1972
 PP3443_MARK LOGO: MNHD
 PP3443_PROJECTION: RECESSED 3 CENTIMETERS
 PP3443_MAGNETIC: I = MARKER IS A STEEL ROD
 PP3443_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PP3443_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PP3443+SATELLITE: SATELLITE OBSERVATIONS - October 03, 2023
 PP3443
 PP3443  HISTORY     - Date     Condition        Report By
 PP3443  HISTORY     - 1972     MONUMENTED       MNHD
 PP3443  HISTORY     - 19880808 GOOD             MNDT
 PP3443  HISTORY     - 20080923 POOR             MNDT
 PP3443  HISTORY     - 20141027 GOOD             MNDT
 PP3443  HISTORY     - 20231003 POOR             MNDT
 PP3443
 PP3443                          STATION DESCRIPTION
 PP3443
 PP3443'DESCRIBED BY MN DEPT OF TRANSP 1988
 PP3443'THE MARK IS LOCATED ABOUT 1.5 MI (2.4 KM) WEST OF THE CITY OF RED
 PP3443'WING, 4.3 MI (6.9 KM) WESTERLY ALONG TRUNK HIGHWAY 61 FROM ITS
 PP3443'JUNCTION WITH TRUNK HIGHWAY 19 IN RED WING AND 3.5 MI (5.6 KM) EAST
 PP3443'ALONG HIGHWAY 61 FROM ITS JUNCTION WITH TRUNK HIGHWAY 316 EAST OF
 PP3443'MIESVILLE TO COUNTY ROAD 18, THENCE NORTH ALONG COUNTY ROAD 18 FOR
 PP3443'0.2 MI (0.3 KM) AND IN THE SOUTHWEST 1/4 OF SECTION 11, T113N, R16W.
 PP3443'THE MARK IS 38.0 FT (11.6 M) WEST OF AND ABOUT 3 FT (0.9 M) LOWER
 PP3443'THAN THE CENTER OF COUNTY ROAD 18, 53.0 FT (16.2 M) NORTH OF THE
 PP3443'EXTENDED CENTER OF A FARM ENTRANCE EAST, 11.0 FT (3.4 M) EAST OF A
 PP3443'POWER POLE AND 0.5 FT (0.2 M) EAST OF A STEEL WITNESS POST.  THE
 PP3443'MARK, A STANDARD MNHD BENCH MARK DISK STAMPED---2514 W 1972---, IS
 PP3443'BOLTED TO THE TOP OF A STEEL POST DRIVEN 5 FT (1.5 M) INTO THE GROUND
 PP3443'AND PROJECTS 3 INCHES ABOVE THE SURFACE OF THE GROUND.
 PP3443
 PP3443                          STATION RECOVERY (2008)
 PP3443
 PP3443'RECOVERY NOTE BY MN DEPT OF TRANSP 2008 (MJA)
 PP3443'RECOVERED AS DESCRIBED IN POOR CONDITION.
 PP3443
 PP3443                          STATION RECOVERY (2014)
 PP3443
 PP3443'RECOVERY NOTE BY MN DEPT OF TRANSP 2014 (MAS)
 PP3443'RECOVERED AS DESCRIBED.
 PP3443
 PP3443                          STATION RECOVERY (2023)
 PP3443
 PP3443'RECOVERY NOTE BY MN DEPT OF TRANSP 2023 (MJS)
 PP3443'5.5 MI (8.8 KM) EAST OF MIESVILLE, 3.5 MI (5.6 KM) EAST ALONG TRUNK
 PP3443'HIGHWAY 61 FROM THE JUNCTION OF TRUNK HIGHWAY 61 AND TRUNK HIGHWAY 316
 PP3443'(THE JUNCTION IS 2.0 MI (3.2 KM) EAST OF MIESVILLE), AT TRUNK HIGHWAY
 PP3443'61 MILE POINT 101.0, THEN 0.2 MI (0.3 KM) NORTH ON COUNTY ROAD 19,
 PP3443'53.0 FT (16.2 M) NORTH OF DRIVEWAY NUMBER 23744 EAST EXTENDED, 38.0 FT
 PP3443'(11.6 M) WEST OF COUNTY ROAD 19, 11.0 FT (3.4 M) EAST OF A POWER POLE
 PP3443'WITH A WITNESS POST. DISK AND ROD ARE DAMAGED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 PP3464 ***********************************************************************
 PP3464  DESIGNATION -  2514 Z
 PP3464  PID         -  PP3464
 PP3464  STATE/COUNTY-  MN/GOODHUE
 PP3464  COUNTRY     -  US
 PP3464  USGS QUAD   -  RED WING (2019)
 PP3464
 PP3464                         *CURRENT SURVEY CONTROL
 PP3464  ______________________________________________________________________
 PP3464* NAD 83(1986) POSITION- 44 33 47.19   (N) 092 33 43.33   (W)   HD_HELD1
 PP3464* NAVD 88 ORTHO HEIGHT -   224.698 (meters)      737.20  (feet) ADJUSTED
 PP3464  ______________________________________________________________________
 PP3464  GEOID HEIGHT    -        -30.206 (meters)                     GEOID18
 PP3464  DYNAMIC HEIGHT  -        224.666 (meters)      737.09  (feet) COMP
 PP3464  MODELED GRAVITY -    980,471.0   (mgal)                       NAVD 88
 PP3464
 PP3464  VERT ORDER      -  SECOND    CLASS I
 PP3464
 PP3464.The horizontal coordinates were determined by differentially corrected
 PP3464.hand held GPS observations or other comparable positioning techniques
 PP3464.and have an estimated accuracy of +/- 3 meters.
 PP3464
 PP3464.The orthometric height was determined by differential leveling and
 PP3464.adjusted by the NATIONAL GEODETIC SURVEY
 PP3464.in October 2013.
 PP3464
 PP3464.Significant digits in the geoid height do not necessarily reflect accuracy.
 PP3464.GEOID18 height accuracy estimate available here.
 PP3464
 PP3464.Click photographs - Photos may exist for this station.
 PP3464
 PP3464.The dynamic height is computed by dividing the NAVD 88
 PP3464.geopotential number by the normal gravity value computed on the
 PP3464.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP3464.degrees latitude (g = 980.6199 gals.).
 PP3464
 PP3464.The modeled gravity was interpolated from observed gravity values.
 PP3464
 PP3464;                    North         East    Units  Estimated Accuracy
 PP3464;SPC MN S     -   274,683.9     914,222.5     MT  (+/- 3 meters HH1 GPS) 
 PP3464
 PP3464_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWK3477934512(NAD 83)
 PP3464
 PP3464                          SUPERSEDED SURVEY CONTROL
 PP3464
 PP3464  NAVD 88 (06/23/95)  224.694  (m)          737.18   (f) SUPERSEDED  2 1
 PP3464
 PP3464.Superseded values are not recommended for survey control.
 PP3464
 PP3464.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PP3464.See file dsdata.pdf to determine how the superseded data were derived.
 PP3464
 PP3464_MARKER: DV = VERTICAL CONTROL DISK
 PP3464_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 PP3464_SP_SET: BRIDGE RAILING
 PP3464_STAMPING: 2514 Z 1988
 PP3464_MARK LOGO: MNDT
 PP3464_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PP3464_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 PP3464+SATELLITE: SATELLITE OBSERVATIONS - October 16, 2023
 PP3464
 PP3464  HISTORY     - Date     Condition        Report By
 PP3464  HISTORY     - 19880801 MONUMENTED       MNDT
 PP3464  HISTORY     - 20081104 GOOD             MNDT
 PP3464  HISTORY     - 20110725 GOOD             MNDT
 PP3464  HISTORY     - 20170406 GOOD             MNDT
 PP3464  HISTORY     - 20231016 GOOD             MNDT
 PP3464
 PP3464                          STATION DESCRIPTION
 PP3464
 PP3464'DESCRIBED BY MN DEPT OF TRANSP 1988
 PP3464'THE MARK IS LOCATED IN THE CITY OF RED WING, 1.5 MI (2.4 KM) WEST
 PP3464'ALONG TRUNK HIGHWAY 61 (MAIN STREET) FROM ITS JUNCTION WITH TRUNK
 PP3464'HIGHWAY 63 (PLUM STREET), IN THE BRIDGE RAILING AT THE SOUTHEAST
 PP3464'CORNER OF BRIDGE NUMBER 6483 (HIGHWAY 61 OVER HAY CREEK AND WITHERS
 PP3464'DRIVE) AND IN THE SW 1/4 OF SECTION 25, T113N, R15W.  THE MARK IS
 PP3464'19.3 FT (5.9 M) SOUTH-SOUTHWEST OF AND ABOUT 3.0 FT (0.9 M) HIGHER
 PP3464'THAN THE CENTERLINE OF SOUTHBOUND HIGHWAY 61 AT MILEPOINT 92.5 AND
 PP3464'1.8 FT (0.5 M) WEST-NORTHWEST OF THE SOUTHEAST CORNER OF THE BRIDGE
 PP3464'RAILING.  THE MARK, A STANDARD MNDT ALUMINUM VERTICAL CONTROL
 PP3464'MONUMENT DISK STAMPED---2514 Z 1988---, IS SET IN THE TOP OF THE
 PP3464'BRIDGE RAILING.
 PP3464
 PP3464                          STATION RECOVERY (2008)
 PP3464
 PP3464'RECOVERY NOTE BY MN DEPT OF TRANSP 2008 (MDL)
 PP3464'RECOVERED AS DESCRIBED.
 PP3464
 PP3464                          STATION RECOVERY (2011)
 PP3464
 PP3464'RECOVERY NOTE BY MN DEPT OF TRANSP 2011 (PJG)
 PP3464'RECOVERED IN GOOD CONDITION.
 PP3464
 PP3464                          STATION RECOVERY (2017)
 PP3464
 PP3464'RECOVERY NOTE BY MN DEPT OF TRANSP 2017 (KMS)
 PP3464'RECOVERED IN GOOD CONDITION.
 PP3464
 PP3464                          STATION RECOVERY (2023)
 PP3464
 PP3464'RECOVERY NOTE BY MN DEPT OF TRANSP 2023 (MJS)
 PP3464'THE SURVEY MARK HAS BEEN DEEMED UNSAFE DUE TO FALL RISK AND HAS BEEN
 PP3464'ABANDONED FOR MNDOT GEODETIC USE.  WILL BE DESTROYED BY NEW BRIDGE
 PP3464'CONSTRUCTION IN 2024.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DQ1093 ***********************************************************************
 DQ1093  DESIGNATION -  2518 A
 DQ1093  PID         -  DQ1093
 DQ1093  STATE/COUNTY-  MN/GOODHUE
 DQ1093  COUNTRY     -  US
 DQ1093  USGS QUAD   -  MIESVILLE (2019)
 DQ1093
 DQ1093                         *CURRENT SURVEY CONTROL
 DQ1093  ______________________________________________________________________
 DQ1093* NAD 83(2011) POSITION- 44 37 16.34082(N) 092 46 21.59835(W)   ADJUSTED
 DQ1093* NAD 83(2011) ELLIP HT-   268.489 (meters)        (07/20/16)   ADJUSTED
 DQ1093* NAD 83(2011) EPOCH   -  2010.00
 DQ1093* NAVD 88 ORTHO HEIGHT -   298.190 (meters)      978.31  (feet) ADJUSTED
 DQ1093  ______________________________________________________________________
 DQ1093  GEOID HEIGHT    -        -29.701 (meters)                     GEOID18
 DQ1093  NAD 83(2011) X  -   -219,974.965 (meters)                     COMP
 DQ1093  NAD 83(2011) Y  - -4,542,125.231 (meters)                     COMP
 DQ1093  NAD 83(2011) Z  -  4,457,673.397 (meters)                     COMP
 DQ1093  LAPLACE CORR    -         -8.35  (seconds)                    DEFLEC18
 DQ1093  DYNAMIC HEIGHT  -        298.145 (meters)      978.16  (feet) COMP
 DQ1093  MODELED GRAVITY -    980,461.3   (mgal)                       NAVD 88
 DQ1093
 DQ1093  VERT ORDER      -  SECOND    CLASS I
 DQ1093
 DQ1093  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DQ1093  Standards:
 DQ1093         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DQ1093            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DQ1093  -------------------------------------------------------------------
 DQ1093  NETWORK    0.53   0.84           0.24   0.19   0.43      0.01808058
 DQ1093  -------------------------------------------------------------------
 DQ1093  Click here for local accuracies and other accuracy information.
 DQ1093
 DQ1093.The horizontal coordinates were established by GPS observations
 DQ1093.and adjusted by the MN DEPT OF TRANSP in July 2016.
 DQ1093
 DQ1093.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DQ1093.been affixed to the stable North American tectonic plate. See 
 DQ1093.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DQ1093
 DQ1093.The horizontal coordinates are valid at the epoch date displayed above
 DQ1093.which is a decimal equivalence of Year/Month/Day.
 DQ1093
 DQ1093.The orthometric height was determined by differential leveling and
 DQ1093.adjusted by the NATIONAL GEODETIC SURVEY
 DQ1093.in September 2016.
 DQ1093
 DQ1093.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ1093.GEOID18 height accuracy estimate available here.
 DQ1093
 DQ1093.Click photographs - Photos may exist for this station.
 DQ1093
 DQ1093.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DQ1093
 DQ1093.The Laplace correction was computed from DEFLEC18 derived deflections.
 DQ1093
 DQ1093.The ellipsoidal height was determined by GPS observations
 DQ1093.and is referenced to NAD 83.
 DQ1093
 DQ1093.The dynamic height is computed by dividing the NAVD 88
 DQ1093.geopotential number by the normal gravity value computed on the
 DQ1093.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ1093.degrees latitude (g = 980.6199 gals.).
 DQ1093
 DQ1093.The modeled gravity was interpolated from observed gravity values.
 DQ1093
 DQ1093. The following values were computed from the NAD 83(2011) position.
 DQ1093
 DQ1093;                    North         East     Units Scale Factor Converg.
 DQ1093;SPC MN S     -   280,865.888   897,395.837   MT  0.99992422   +0 51 37.0
 DQ1093;SPC MN S     -   921,474.17  2,944,206.18   sFT  0.99992422   +0 51 37.0
 DQ1093;UTM  15      - 4,940,897.697   518,035.044   MT  0.99960400   +0 09 34.9
 DQ1093
 DQ1093!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DQ1093!SPC MN S     -   0.99995790  x   0.99992422  =   0.99988213
 DQ1093!UTM  15      -   0.99995790  x   0.99960400  =   0.99956192
 DQ1093
 DQ1093_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWK1803540897(NAD 83)
 DQ1093
 DQ1093                          SUPERSEDED SURVEY CONTROL
 DQ1093
 DQ1093.No superseded survey control is available for this station.
 DQ1093
 DQ1093_MARKER: I = METAL ROD
 DQ1093_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DQ1093_STAMPING: 2518 A 2015
 DQ1093_MARK LOGO: MNDT
 DQ1093_PROJECTION: RECESSED 5 CENTIMETERS
 DQ1093_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DQ1093_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ1093_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ1093+SATELLITE: SATELLITE OBSERVATIONS - October 03, 2023
 DQ1093_ROD/PIPE-DEPTH: 5.5 meters
 DQ1093
 DQ1093  HISTORY     - Date     Condition        Report By
 DQ1093  HISTORY     - 20150505 MONUMENTED       MNDT
 DQ1093  HISTORY     - 20160516 GOOD             MNDT
 DQ1093  HISTORY     - 20231003 GOOD             MNDT
 DQ1093
 DQ1093                          STATION DESCRIPTION
 DQ1093
 DQ1093'DESCRIBED BY MN DEPT OF TRANSP 2015
 DQ1093'THE STATION IS LOCATED ABOUT 9.3 MI (15.0 KM) SOUTH-SOUTHEAST OF
 DQ1093'HASTINGS, 4.0 MI (6.4 KM) NORTH-NORTHWEST OF WELCH AND 2.4 MI (3.9 KM)
 DQ1093'NORTHEAST OF MIESVILLE.
 DQ1093'
 DQ1093'TO REACH THE MARK GO 2.0 MI (3.2 KM) EAST ALONG TRUNK HIGHWAY 61  FROM
 DQ1093'THE JUNCTION OF TRUNK HIGHWAY 61 AND COUNTY ROAD 91 IN MIESVILLE, THEN
 DQ1093'1.4 MI (2.3 KM) NORTH ALONG TRUNK HIGHWAY 316, AT TRUNK HIGHWAY 316
 DQ1093'MILE POINT 1.4.
 DQ1093'
 DQ1093'THE MARK IS LOCATED 43.0 FT (13.1 M) WEST OF TRUNK HIGHWAY 316 FOG
 DQ1093'LINE, 0.4 MI (0.6 KM) NORTH OF 230TH STREET EAST, 0.05 MI (0.1 KM)
 DQ1093'SOUTH OF DRIVEWAY NUMBER 22515, 1.5 FT (0.5 M) EAST OF A WITNESS POST.
 DQ1093'NOTE - THE STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM
 DQ1093'ROD DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION REMOVABLE
 DQ1093'DISK SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH
 DQ1093'PVC PIPE BACK FILLED WITH WASHED SAND.
 DQ1093
 DQ1093                          STATION RECOVERY (2016)
 DQ1093
 DQ1093'RECOVERY NOTE BY MN DEPT OF TRANSP 2016 (ADT)
 DQ1093'RECOVERED AS DESCRIBED.
 DQ1093
 DQ1093                          STATION RECOVERY (2023)
 DQ1093
 DQ1093'RECOVERY NOTE BY MN DEPT OF TRANSP 2023 (MJS)
 DQ1093'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DQ7266 ***********************************************************************
 DQ7266  DESIGNATION -  2519 A
 DQ7266  PID         -  DQ7266
 DQ7266  STATE/COUNTY-  MN/GOODHUE
 DQ7266  COUNTRY     -  US
 DQ7266  USGS QUAD   -  NERSTRAND (2019)
 DQ7266
 DQ7266                         *CURRENT SURVEY CONTROL
 DQ7266  ______________________________________________________________________
 DQ7266* NAD 83(1986) POSITION- 44 18 44.89   (N) 093 00 01.25   (W)   HD_HELD1
 DQ7266* NAVD 88 ORTHO HEIGHT -   356.224 (meters)     1168.71  (feet) ADJUSTED
 DQ7266  ______________________________________________________________________
 DQ7266  GEOID HEIGHT    -        -28.900 (meters)                     GEOID18
 DQ7266  DYNAMIC HEIGHT  -        356.170 (meters)     1168.53  (feet) COMP
 DQ7266  MODELED GRAVITY -    980,455.2   (mgal)                       NAVD 88
 DQ7266
 DQ7266  VERT ORDER      -  SECOND    CLASS I
 DQ7266
 DQ7266.The horizontal coordinates were determined by differentially corrected
 DQ7266.hand held GPS observations or other comparable positioning techniques
 DQ7266.and have an estimated accuracy of +/- 3 meters.
 DQ7266
 DQ7266.The orthometric height was determined by differential leveling and
 DQ7266.adjusted by the NATIONAL GEODETIC SURVEY
 DQ7266.in May 2019.
 DQ7266
 DQ7266.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ7266.GEOID18 height accuracy estimate available here.
 DQ7266
 DQ7266.Click photographs - Photos may exist for this station.
 DQ7266
 DQ7266.The dynamic height is computed by dividing the NAVD 88
 DQ7266.geopotential number by the normal gravity value computed on the
 DQ7266.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ7266.degrees latitude (g = 980.6199 gals.).
 DQ7266
 DQ7266.The modeled gravity was interpolated from observed gravity values.
 DQ7266
 DQ7266;                    North         East    Units  Estimated Accuracy
 DQ7266;SPC MN S     -   246,317.8     879,748.6     MT  (+/- 3 meters HH1 GPS) 
 DQ7266
 DQ7266_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK9997206579(NAD 83)
 DQ7266
 DQ7266                          SUPERSEDED SURVEY CONTROL
 DQ7266
 DQ7266.No superseded survey control is available for this station.
 DQ7266
 DQ7266_MARKER: F = FLANGE-ENCASED ROD
 DQ7266_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DQ7266_STAMPING: 2519 A 2016
 DQ7266_MARK LOGO: MNDT
 DQ7266_PROJECTION: RECESSED 5 CENTIMETERS
 DQ7266_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DQ7266_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ7266_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ7266+SATELLITE: SATELLITE OBSERVATIONS - August 21, 2023
 DQ7266_ROD/PIPE-DEPTH: 6.4 meters
 DQ7266
 DQ7266  HISTORY     - Date     Condition        Report By
 DQ7266  HISTORY     - 20161019 MONUMENTED       MNDT
 DQ7266  HISTORY     - 20230821 GOOD             MNDT
 DQ7266
 DQ7266                          STATION DESCRIPTION
 DQ7266
 DQ7266'DESCRIBED BY MN DEPT OF TRANSP 2016
 DQ7266'THE MARK IS LOCATED ABOUT 3.0 MI (4.8 KM) SOUTHEAST OF NERSTRAND.
 DQ7266'
 DQ7266'TO REACH THE MARK GO 5.0 MI (8.0 KM) EAST AND SOUTH ALONG TRUNK
 DQ7266'HIGHWAY 246 FROM THE JUNCTION OF TRUNK HIGHWAY 246 AND COUNTY ROAD 26
 DQ7266'IN NERSTRAND, AT TRUNK HIGHWAY 246 MILE POINT 17.25.
 DQ7266'
 DQ7266'THE MARK IS LOCATED 106.2 FT (32.4 M) SOUTH OF TRUNK HIGHWAY 246, 30.0
 DQ7266'FT (9.1 M) WEST OF 20TH AVENUE, 1.5 FT (0.5 M) SOUTH OF A WITNESS
 DQ7266'POST.
 DQ7266'
 DQ7266'NOTE-THE STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM ROD
 DQ7266'DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION REMOVABLE DISK
 DQ7266'SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH PVC
 DQ7266'PIPE BACK FILLED WITH WASHED SAND.
 DQ7266
 DQ7266                          STATION RECOVERY (2023)
 DQ7266
 DQ7266'RECOVERY NOTE BY MN DEPT OF TRANSP 2023 (MJS)
 DQ7266'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DQ7265 ***********************************************************************
 DQ7265  DESIGNATION -  2519 B
 DQ7265  PID         -  DQ7265
 DQ7265  STATE/COUNTY-  MN/GOODHUE
 DQ7265  COUNTRY     -  US
 DQ7265  USGS QUAD   -  NERSTRAND (2019)
 DQ7265
 DQ7265                         *CURRENT SURVEY CONTROL
 DQ7265  ______________________________________________________________________
 DQ7265* NAD 83(1986) POSITION- 44 19 38.75   (N) 093 01 12.73   (W)   HD_HELD1
 DQ7265* NAVD 88 ORTHO HEIGHT -   348.684 (meters)     1143.97  (feet) ADJUSTED
 DQ7265  ______________________________________________________________________
 DQ7265  GEOID HEIGHT    -        -28.836 (meters)                     GEOID18
 DQ7265  DYNAMIC HEIGHT  -        348.633 (meters)     1143.81  (feet) COMP
 DQ7265  MODELED GRAVITY -    980,460.0   (mgal)                       NAVD 88
 DQ7265
 DQ7265  VERT ORDER      -  SECOND    CLASS I
 DQ7265
 DQ7265.The horizontal coordinates were determined by differentially corrected
 DQ7265.hand held GPS observations or other comparable positioning techniques
 DQ7265.and have an estimated accuracy of +/- 3 meters.
 DQ7265
 DQ7265.The orthometric height was determined by differential leveling and
 DQ7265.adjusted by the NATIONAL GEODETIC SURVEY
 DQ7265.in May 2019.
 DQ7265
 DQ7265.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ7265.GEOID18 height accuracy estimate available here.
 DQ7265
 DQ7265.Click photographs - Photos may exist for this station.
 DQ7265
 DQ7265.The dynamic height is computed by dividing the NAVD 88
 DQ7265.geopotential number by the normal gravity value computed on the
 DQ7265.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ7265.degrees latitude (g = 980.6199 gals.).
 DQ7265
 DQ7265.The modeled gravity was interpolated from observed gravity values.
 DQ7265
 DQ7265;                    North         East    Units  Estimated Accuracy
 DQ7265;SPC MN S     -   247,960.8     878,144.7     MT  (+/- 3 meters HH1 GPS) 
 DQ7265
 DQ7265_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK9838908241(NAD 83)
 DQ7265
 DQ7265                          SUPERSEDED SURVEY CONTROL
 DQ7265
 DQ7265.No superseded survey control is available for this station.
 DQ7265
 DQ7265_MARKER: I = METAL ROD
 DQ7265_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DQ7265_STAMPING: 2519 B 2016
 DQ7265_MARK LOGO: MNDT
 DQ7265_PROJECTION: RECESSED 5 CENTIMETERS
 DQ7265_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DQ7265_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ7265_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ7265+SATELLITE: SATELLITE OBSERVATIONS - August 21, 2023
 DQ7265_ROD/PIPE-DEPTH: 6.7 meters
 DQ7265
 DQ7265  HISTORY     - Date     Condition        Report By
 DQ7265  HISTORY     - 20161019 MONUMENTED       MNDT
 DQ7265  HISTORY     - 20200422 GOOD             MNDT
 DQ7265  HISTORY     - 20230821 GOOD             MNDT
 DQ7265
 DQ7265                          STATION DESCRIPTION
 DQ7265
 DQ7265'DESCRIBED BY MN DEPT OF TRANSP 2016
 DQ7265'THE MARK IS LOCATED ABOUT 2.0 MI (3.2 KM) SOUTHEAST OF NERSTRAND.
 DQ7265'
 DQ7265'THE MARK IS LOCATED 3.0 MI (4.8 KM) EAST AND SOUTH ALONG TRUNK HIGHWAY
 DQ7265'246 FROM THE JUNCTION OF TRUNK HIGHWAY 246 AND COUNTY ROAD 26 IN
 DQ7265'NERSTRAND, AT TRUNK HIGHWAY 246 MILE POINT 15.25.
 DQ7265'
 DQ7265'THE MARK IS LOCATED 45.0 FT (13.7 M) EAST OF TRUNK HIGHWAY 246, 51.5
 DQ7265'FT (15.7 M) NORTH OF 430TH STREET, 1.5 FT (0.5 M) WEST OF A WITNESS
 DQ7265'POST.
 DQ7265'
 DQ7265'NOTE-THE STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM ROD
 DQ7265'DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION REMOVABLE DISK
 DQ7265'SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH PVC
 DQ7265'PIPE BACK FILLED WITH WASHED SAND.
 DQ7265
 DQ7265                          STATION RECOVERY (2020)
 DQ7265
 DQ7265'RECOVERY NOTE BY MN DEPT OF TRANSP 2020 (BJG)
 DQ7265'RECOVERED IN GOOD CONDITION.
 DQ7265
 DQ7265                          STATION RECOVERY (2023)
 DQ7265
 DQ7265'RECOVERY NOTE BY MN DEPT OF TRANSP 2023 (MJS)
 DQ7265'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 PP1483 ***********************************************************************
 PP1483  DESIGNATION -  258 4
 PP1483  PID         -  PP1483
 PP1483  STATE/COUNTY-  MN/DAKOTA
 PP1483  COUNTRY     -  US
 PP1483  USGS QUAD   -  INVER GROVE HEIGHTS (2019)
 PP1483
 PP1483                         *CURRENT SURVEY CONTROL
 PP1483  ______________________________________________________________________
 PP1483* NAD 83(1986) POSITION- 44 51 28.     (N) 093 01 12.     (W)   SCALED
 PP1483* NAVD 88 ORTHO HEIGHT -   217.381 (meters)      713.19  (feet) ADJUSTED
 PP1483  ______________________________________________________________________
 PP1483  GEOID HEIGHT    -        -27.795 (meters)                     GEOID18
 PP1483  DYNAMIC HEIGHT  -        217.375 (meters)      713.17  (feet) COMP
 PP1483  MODELED GRAVITY -    980,582.8   (mgal)                       NAVD 88
 PP1483
 PP1483  VERT ORDER      -  SECOND    CLASS 0
 PP1483
 PP1483.The horizontal coordinates were scaled from a map and have
 PP1483.an estimated accuracy of +/- 6 seconds.
 PP1483
 PP1483.The orthometric height was determined by differential leveling and
 PP1483.adjusted by the NATIONAL GEODETIC SURVEY
 PP1483.in June 1991.
 PP1483
 PP1483.Significant digits in the geoid height do not necessarily reflect accuracy.
 PP1483.GEOID18 height accuracy estimate available here.
 PP1483
 PP1483.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK984671(NAD 83)
 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
 PP1483.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PP1483.See file dsdata.pdf to determine how the superseded data were derived.
 PP1483
 PP1483_MARKER: P = PIPE CAP
 PP1483_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 PP1483_STAMPING: 258-4 1895
 PP1483_MARK LOGO: USACE
 PP1483_MAGNETIC: P = MARKER IS A STEEL PIPE
 PP1483_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PP1483
 PP1483  HISTORY     - Date     Condition        Report By
 PP1483  HISTORY     - 1895     MONUMENTED       USACE
 PP1483  HISTORY     - 1933     GOOD             CGS
 PP1483  HISTORY     - 1973     MARK NOT FOUND   NGS
 PP1483  HISTORY     - 20061204 MARK NOT FOUND   MNDT
 PP1483
 PP1483                          STATION DESCRIPTION
 PP1483
 PP1483'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 PP1483'IN INVER GROVE.
 PP1483'ALONG CHICAGO GREAT WESTERN RAILROAD 1480 FEET NORTH OF STATION ON
 PP1483'WEST SIDE OF TRACK.  CAP ON IRON PIPE 60 FEET NORTH OF NORTH END OF
 PP1483'FILL NEAR EAST END OF LARGE BILLBOARD, AND 1.5 FEET WEST OF R.O.W.
 PP1483'FENCE AND ABOUT 50 FEET WEST OF TRACK.
 PP1483
 PP1483                          STATION RECOVERY (1973)
 PP1483
 PP1483'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 PP1483'MARK NOT FOUND.
 PP1483
 PP1483                          STATION RECOVERY (2006)
 PP1483
 PP1483'RECOVERY NOTE BY MN DEPT OF TRANSP 2006 (MJS)
 PP1483'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 TB0283 ***********************************************************************
 TB0283  DESIGNATION -  258 A
 TB0283  PID         -  TB0283
 TB0283  STATE/COUNTY-  MN/KOOCHICHING
 TB0283  COUNTRY     -  US
 TB0283  USGS QUAD   -  INTERNATIONAL FALLS (2019)
 TB0283
 TB0283                         *CURRENT SURVEY CONTROL
 TB0283  ______________________________________________________________________
 TB0283* NAD 83(1986) POSITION- 48 35 34.25   (N) 093 24 13.29   (W)   HD_HELD1
 TB0283* NAVD 88 ORTHO HEIGHT -   345.049 (meters)     1132.05  (feet) ADJUSTED
 TB0283  ______________________________________________________________________
 TB0283  GEOID HEIGHT    -        -30.715 (meters)                     GEOID18
 TB0283  DYNAMIC HEIGHT  -        345.129 (meters)     1132.31  (feet) COMP
 TB0283  MODELED GRAVITY -    980,830.7   (mgal)                       NAVD 88
 TB0283
 TB0283  VERT ORDER      -  SECOND    CLASS I
 TB0283
 TB0283.The horizontal coordinates were determined by differentially corrected
 TB0283.hand held GPS observations or other comparable positioning techniques
 TB0283.and have an estimated accuracy of +/- 3 meters.
 TB0283
 TB0283.The orthometric height was determined by differential leveling and
 TB0283.adjusted by the NATIONAL GEODETIC SURVEY
 TB0283.in April 2021.
 TB0283
 TB0283.Significant digits in the geoid height do not necessarily reflect accuracy.
 TB0283.GEOID18 height accuracy estimate available here.
 TB0283
 TB0283.Click photographs - Photos may exist for this station.
 TB0283
 TB0283.The dynamic height is computed by dividing the NAVD 88
 TB0283.geopotential number by the normal gravity value computed on the
 TB0283.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TB0283.degrees latitude (g = 980.6199 gals.).
 TB0283
 TB0283.The modeled gravity was interpolated from observed gravity values.
 TB0283
 TB0283;                    North         East    Units  Estimated Accuracy
 TB0283;SPC MN N     -   332,723.0     777,598.0     MT  (+/- 3 meters HH1 GPS) 
 TB0283
 TB0283_U.S. NATIONAL GRID SPATIAL ADDRESS: 15UVP7023382274(NAD 83)
 TB0283
 TB0283                          SUPERSEDED SURVEY CONTROL
 TB0283
 TB0283  NAVD 88 (06/15/91)  345.055  (m)         1132.07   (f) SUPERSEDED  1 2
 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
 TB0283.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TB0283.See file dsdata.pdf to determine how the superseded data were derived.
 TB0283
 TB0283_MARKER: DV = VERTICAL CONTROL DISK
 TB0283_SETTING: 65 = SET IN UNSPECIFIED ROCK OR BOULDER
 TB0283_SP_SET: ROCK LEDGE
 TB0283_STAMPING: 258 A 1973
 TB0283_MARK LOGO: NGS
 TB0283_MAGNETIC: N = NO MAGNETIC MATERIAL
 TB0283_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 TB0283_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 TB0283+SATELLITE: SATELLITE OBSERVATIONS - September 10, 2019
 TB0283
 TB0283  HISTORY     - Date     Condition        Report By
 TB0283  HISTORY     - 19730401 MONUMENTED       NGS
 TB0283  HISTORY     - 1979     GOOD             NGS
 TB0283  HISTORY     - 1980     GOOD             NGS
 TB0283  HISTORY     - 20021002 GOOD             NGS
 TB0283  HISTORY     - 20090428 GOOD             MNDT
 TB0283  HISTORY     - 20110915 GOOD             MNDT
 TB0283  HISTORY     - 20190910 GOOD             MNDT
 TB0283
 TB0283                          STATION DESCRIPTION
 TB0283
 TB0283'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 TB0283'IN SOUTH INTERNATIONAL FALLS.
 TB0283'FROM THE JUNCTION OF TRUNK HIGHWAYS 11 (4TH STREET) AND 53 (3RD
 TB0283'AVENUE) IN INTERNATIONAL FALLS GO SOUTH ON TRUNK HIGHWAY 53 FOR 9
 TB0283'BLOCKS (MILEPOST 163.3) AND MARK ON THE RIGHT.  THE MARK IS 95 FEET
 TB0283'WEST OF THE CENTERLINE OF TRUNK HIGHWAY 53, 62 FEET SOUTH OF 13TH
 TB0283'STREET AND 92.2 FEET SOUTH OF THE SOUTHEAST CORNER OF A ONE STORY
 TB0283'FRAME BUILDING (VOYAGEUR MOTEL).  THE MARK IS SET IN A 35 FOOT BY 75
 TB0283'FOOT LEDGE ROCK AND IS 10 FEET ABOVE THE LEVEL OF TRUNK HIGHWAY 53.
 TB0283'SECTION 34, T 71 N, R 24 W.
 TB0283
 TB0283                          STATION RECOVERY (1979)
 TB0283
 TB0283'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 TB0283'RECOVERED IN GOOD CONDITION.
 TB0283
 TB0283                          STATION RECOVERY (1980)
 TB0283
 TB0283'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 TB0283'RECOVERED IN GOOD CONDITION.
 TB0283
 TB0283                          STATION RECOVERY (2002)
 TB0283
 TB0283'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2002 (DW)
 TB0283'MARK HAS A NUMBER OF DIVOTS FROM VANDALISM, BUT IS SOLID.
 TB0283
 TB0283                          STATION RECOVERY (2009)
 TB0283
 TB0283'RECOVERY NOTE BY MN DEPT OF TRANSP 2009 (DJS)
 TB0283'RECOVERED AS DESCRIBED.
 TB0283
 TB0283                          STATION RECOVERY (2011)
 TB0283
 TB0283'RECOVERY NOTE BY MN DEPT OF TRANSP 2011 (DJS)
 TB0283'IN SOUTH PART OF INTERNATIONAL FALLS, AT TRUNK HIGHWAY 53 MILE POINT
 TB0283'163.3, 9 BLOCKS SOUTH OF THE JUNCTION OF TRUNK HIGHWAY 11 AND TRUNK
 TB0283'HIGHWAY 53 95.0 FT (29.0 M) WEST OF TRUNK HIGHWAY 53, 62.0 FT (18.9 M)
 TB0283'SOUTH OF 13TH STREET, 92.2 FT (28.1 M) SOUTH OF THE SOUTHEAST CORNER
 TB0283'OF MOTEL, 2.65 FT (0.8 M) NORTHWEST OF THE GAZEBO.
 TB0283
 TB0283                          STATION RECOVERY (2019)
 TB0283
 TB0283'RECOVERY NOTE BY MN DEPT OF TRANSP 2019 (DAS)
 TB0283'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 TB0294 ***********************************************************************
 TB0294  DESIGNATION -  258 B
 TB0294  PID         -  TB0294
 TB0294  STATE/COUNTY-  MN/KOOCHICHING
 TB0294  COUNTRY     -  US
 TB0294  USGS QUAD   -  RANIER (2019)
 TB0294
 TB0294                         *CURRENT SURVEY CONTROL
 TB0294  ______________________________________________________________________
 TB0294* NAD 83(2011) POSITION- 48 33 20.04808(N) 093 22 28.04313(W)   ADJUSTED
 TB0294* NAD 83(2011) ELLIP HT-   324.065 (meters)        (02/23/15)   ADJUSTED
 TB0294* NAD 83(2011) EPOCH   -  2010.00
 TB0294* NAVD 88 ORTHO HEIGHT -   354.804 (meters)     1164.05  (feet) ADJUSTED
 TB0294  ______________________________________________________________________
 TB0294  GEOID HEIGHT    -        -30.723 (meters)                     GEOID18
 TB0294  NAD 83(2011) X  -   -248,973.045 (meters)                     COMP
 TB0294  NAD 83(2011) Y  - -4,222,489.633 (meters)                     COMP
 TB0294  NAD 83(2011) Z  -  4,758,232.825 (meters)                     COMP
 TB0294  LAPLACE CORR    -         -5.10  (seconds)                    DEFLEC18
 TB0294  DYNAMIC HEIGHT  -        354.885 (meters)     1164.32  (feet) COMP
 TB0294  MODELED GRAVITY -    980,829.1   (mgal)                       NAVD 88
 TB0294
 TB0294  VERT ORDER      -  SECOND    CLASS I
 TB0294
 TB0294  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 TB0294  Standards:
 TB0294         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 TB0294            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 TB0294  -------------------------------------------------------------------
 TB0294  NETWORK    0.82   0.92           0.38   0.27   0.47     -0.03126104
 TB0294  -------------------------------------------------------------------
 TB0294  Click here for local accuracies and other accuracy information.
 TB0294
 TB0294.The horizontal coordinates were established by GPS observations
 TB0294.and adjusted by the MN DEPT OF TRANSP in February 2015.
 TB0294
 TB0294.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 TB0294.been affixed to the stable North American tectonic plate. See 
 TB0294.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 TB0294
 TB0294.The horizontal coordinates are valid at the epoch date displayed above
 TB0294.which is a decimal equivalence of Year/Month/Day.
 TB0294
 TB0294.The orthometric height was determined by differential leveling and
 TB0294.adjusted by the NATIONAL GEODETIC SURVEY
 TB0294.in March 2023.
 TB0294
 TB0294.Significant digits in the geoid height do not necessarily reflect accuracy.
 TB0294.GEOID18 height accuracy estimate available here.
 TB0294
 TB0294.Click photographs - Photos may exist for this station.
 TB0294
 TB0294.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 TB0294
 TB0294.The Laplace correction was computed from DEFLEC18 derived deflections.
 TB0294
 TB0294.The ellipsoidal height was determined by GPS observations
 TB0294.and is referenced to NAD 83.
 TB0294
 TB0294.The dynamic height is computed by dividing the NAVD 88
 TB0294.geopotential number by the normal gravity value computed on the
 TB0294.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TB0294.degrees latitude (g = 980.6199 gals.).
 TB0294
 TB0294.The modeled gravity was interpolated from observed gravity values.
 TB0294
 TB0294. The following values were computed from the NAD 83(2011) position.
 TB0294
 TB0294;                    North         East     Units Scale Factor Converg.
 TB0294;SPC MN N     -   328,569.636   779,739.870   MT  0.99998194   -0 12 12.4
 TB0294;SPC MN N     - 1,077,982.21  2,558,196.56   sFT  0.99998194   -0 12 12.4
 TB0294;UTM  15      - 5,378,120.084   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  =   0.99993116
 TB0294!UTM  15      -   0.99994921  x   0.99960938  =   0.99955861
 TB0294
 TB0294:                Primary Azimuth Mark                     Grid Az
 TB0294:SPC MN N     -  BRONK                                    328 04 06.1
 TB0294:UTM  15      -  BRONK                                    328 08 44.2
 TB0294
 TB0294_U.S. NATIONAL GRID SPATIAL ADDRESS: 15UVP7236878120(NAD 83)
 TB0294
 TB0294|---------------------------------------------------------------------|
 TB0294| PID    Reference Object                     Distance      Geod. Az  |
 TB0294|                                                           dddmmss.s |
 TB0294| DP0838 PECK                                APPROX. 0.6 KM 1825042.7 |
 TB0294| TB0896 BRONK                               APPROX. 0.5 KM 3275153.7 |
 TB0294|---------------------------------------------------------------------|
 TB0294
 TB0294                          SUPERSEDED SURVEY CONTROL
 TB0294
 TB0294  NAD 83(1996)-  48 33 20.04905(N)    093 22 28.04315(W) AD(       ) 2
 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  NAVD 88 (04/01/21)  354.788  (m)         1164.00   (f) SUPERSEDED  2 1
 TB0294  NAVD 88 (06/15/91)  354.789  (m)         1164.00   (f) SUPERSEDED  1 2
 TB0294  NGVD 29 (??/??/92)  354.427  (m)         1162.82   (f) ADJ UNCH    1 2
 TB0294  NGVD 29             354.43   (m)         1162.8    (f) LEVELING    3  
 TB0294
 TB0294.Superseded values are not recommended for survey control.
 TB0294
 TB0294.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TB0294.See file dsdata.pdf to determine how the superseded data were derived.
 TB0294
 TB0294_MARKER: DV = VERTICAL CONTROL DISK
 TB0294_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 TB0294_STAMPING: 258 B 1973
 TB0294_MARK LOGO: NGS
 TB0294_PROJECTION: PROJECTING 3 CENTIMETERS
 TB0294_MAGNETIC: I = MARKER IS A STEEL ROD
 TB0294_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 TB0294_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 TB0294+SATELLITE: SATELLITE OBSERVATIONS - September 11, 2019
 TB0294
 TB0294  HISTORY     - Date     Condition        Report By
 TB0294  HISTORY     - 19730401 MONUMENTED       NGS
 TB0294  HISTORY     - 1979     GOOD             NGS
 TB0294  HISTORY     - 20110915 GOOD             MNDT
 TB0294  HISTORY     - 20190911 GOOD             MNDT
 TB0294
 TB0294                          STATION DESCRIPTION
 TB0294
 TB0294'DESCRIBED BY NATIONAL GEODETIC SURVEY 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.
 TB0294
 TB0294                          STATION RECOVERY (2011)
 TB0294
 TB0294'RECOVERY NOTE BY MN DEPT OF TRANSP 2011 (MPP)
 TB0294'3.0 MI (4.8 KM) SOUTH-SOUTHEAST OF INTERNATIONAL FALLS, 3.7 MI (6.0
 TB0294'KM) SOUTH AND SOUTHEAST ON TRUNK HIGHWAY 53  FROM THE JUNCTION OF
 TB0294'TRUNK HIGHWAY 11 AND TRUNK HIGHWAY 53 IN INTERNATIONAL FALLS, AT TRUNK
 TB0294'HIGHWAY 53 MILE POINT 160.3, 97.7 FT (29.8 M) EAST OF TRUNK HIGHWAY
 TB0294'53, 80.5 FT (24.5 M) WEST OF COUNTY ROAD 332, 2.6 FT (0.8 M) SOUTHWEST
 TB0294'OF A WITNESS POST.
 TB0294
 TB0294                          STATION RECOVERY (2019)
 TB0294
 TB0294'RECOVERY NOTE BY MN DEPT OF TRANSP 2019 (DAS)
 TB0294'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 TB0295 ***********************************************************************
 TB0295  DESIGNATION -  258 C
 TB0295  PID         -  TB0295
 TB0295  STATE/COUNTY-  MN/KOOCHICHING
 TB0295  COUNTRY     -  US
 TB0295  USGS QUAD   -  INTERNATIONAL FALLS (2019)
 TB0295
 TB0295                         *CURRENT SURVEY CONTROL
 TB0295  ______________________________________________________________________
 TB0295* NAD 83(2011) POSITION- 48 32 04.97934(N) 093 22 29.78449(W)   ADJUSTED
 TB0295* NAD 83(2011) ELLIP HT-   317.748 (meters)        (02/23/15)   ADJUSTED
 TB0295* NAD 83(2011) EPOCH   -  2010.00
 TB0295* NAVD 88 ORTHO HEIGHT -   348.453 (meters)     1143.22  (feet) ADJUSTED
 TB0295  ______________________________________________________________________
 TB0295  GEOID HEIGHT    -        -30.700 (meters)                     GEOID18
 TB0295  NAD 83(2011) X  -   -249,110.762 (meters)                     COMP
 TB0295  NAD 83(2011) Y  - -4,224,218.325 (meters)                     COMP
 TB0295  NAD 83(2011) Z  -  4,756,692.893 (meters)                     COMP
 TB0295  LAPLACE CORR    -         -5.00  (seconds)                    DEFLEC18
 TB0295  DYNAMIC HEIGHT  -        348.532 (meters)     1143.48  (feet) COMP
 TB0295  MODELED GRAVITY -    980,826.0   (mgal)                       NAVD 88
 TB0295
 TB0295  VERT ORDER      -  SECOND    CLASS I
 TB0295
 TB0295  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 TB0295  Standards:
 TB0295         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 TB0295            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 TB0295  -------------------------------------------------------------------
 TB0295  NETWORK    1.06   1.06           0.49   0.35   0.54     -0.01950211
 TB0295  -------------------------------------------------------------------
 TB0295  Click here for local accuracies and other accuracy information.
 TB0295
 TB0295.The horizontal coordinates were established by GPS observations
 TB0295.and adjusted by the MN DEPT OF TRANSP in February 2015.
 TB0295
 TB0295.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 TB0295.been affixed to the stable North American tectonic plate. See 
 TB0295.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 TB0295
 TB0295.The horizontal coordinates are valid at the epoch date displayed above
 TB0295.which is a decimal equivalence of Year/Month/Day.
 TB0295
 TB0295.The orthometric height was determined by differential leveling and
 TB0295.adjusted by the NATIONAL GEODETIC SURVEY
 TB0295.in April 2021.
 TB0295
 TB0295.Significant digits in the geoid height do not necessarily reflect accuracy.
 TB0295.GEOID18 height accuracy estimate available here.
 TB0295
 TB0295.Click photographs - Photos may exist for this station.
 TB0295
 TB0295.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 TB0295
 TB0295.The Laplace correction was computed from DEFLEC18 derived deflections.
 TB0295
 TB0295.The ellipsoidal height was determined by GPS observations
 TB0295.and is referenced to NAD 83.
 TB0295
 TB0295.The dynamic height is computed by dividing the NAVD 88
 TB0295.geopotential number by the normal gravity value computed on the
 TB0295.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TB0295.degrees latitude (g = 980.6199 gals.).
 TB0295
 TB0295.The modeled gravity was interpolated from observed gravity values.
 TB0295
 TB0295. The following values were computed from the NAD 83(2011) position.
 TB0295
 TB0295;                    North         East     Units Scale Factor Converg.
 TB0295;SPC MN N     -   326,251.016   779,695.916   MT  0.99997741   -0 12 13.6
 TB0295;SPC MN N     - 1,070,375.21  2,558,052.35   sFT  0.99997741   -0 12 13.6
 TB0295;UTM  15      - 5,375,802.383   472,321.421   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  =   0.99992762
 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 09.7
 TB0295:UTM  15      -  258 B                                    001 09 47.6
 TB0295
 TB0295_U.S. NATIONAL GRID SPATIAL ADDRESS: 15UVP7232175802(NAD 83)
 TB0295
 TB0295|---------------------------------------------------------------------|
 TB0295| PID    Reference Object                     Distance      Geod. Az  |
 TB0295|                                                           dddmmss.s |
 TB0295| TB0294 258 B                               APPROX. 2.3 KM 0005256.1 |
 TB0295|---------------------------------------------------------------------|
 TB0295
 TB0295                          SUPERSEDED SURVEY CONTROL
 TB0295
 TB0295  NAD 83(1996)-  48 32 04.98023(N)    093 22 29.78662(W) AD(       ) 2
 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  NAVD 88 (08/06/14)  348.453  (m)         1143.22   (f) SUPERSEDED  2 1
 TB0295  NAVD 88 (06/15/91)  348.431  (m)         1143.14   (f) SUPERSEDED  1 2
 TB0295  NGVD 29 (??/??/92)  348.053  (m)         1141.90   (f) ADJ UNCH    1 2
 TB0295  NGVD 29             348.05   (m)         1141.9    (f) LEVELING    3  
 TB0295
 TB0295.Superseded values are not recommended for survey control.
 TB0295
 TB0295.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TB0295.See file dsdata.pdf to determine how the superseded data were derived.
 TB0295
 TB0295_MARKER: DV = VERTICAL CONTROL DISK
 TB0295_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 TB0295_STAMPING: 258 C 1973
 TB0295_MARK LOGO: NGS
 TB0295_PROJECTION: PROJECTING 3 CENTIMETERS
 TB0295_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 TB0295_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 TB0295_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 TB0295+SATELLITE: SATELLITE OBSERVATIONS - August 09, 2021
 TB0295
 TB0295  HISTORY     - Date     Condition        Report By
 TB0295  HISTORY     - 19730401 MONUMENTED       NGS
 TB0295  HISTORY     - 1979     GOOD             NGS
 TB0295  HISTORY     - 20110914 GOOD             MNDT
 TB0295  HISTORY     - 20210809 GOOD             MNDT
 TB0295  HISTORY     - 20210809 GOOD             MNDT
 TB0295
 TB0295                          STATION DESCRIPTION
 TB0295
 TB0295'DESCRIBED BY NATIONAL GEODETIC SURVEY 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.
 TB0295
 TB0295                          STATION RECOVERY (2011)
 TB0295
 TB0295'RECOVERY NOTE BY MN DEPT OF TRANSP 2011 (MPP)
 TB0295'5.15 MI (8.3 KM) SOUTH ON TRUNK HIGHWAY 53  FROM THE JUNCTION OF TRUNK
 TB0295'HIGHWAY 53 AND TRUNK HIGHWAY 11 AT INTERNATIONAL FALLS, AT TRUNK
 TB0295'HIGHWAY 53 MILE POINT 158.80, 72.0 FT (21.9 M) WEST OF TRUNK HIGHWAY
 TB0295'53, 30.5 FT (9.3 M) NORTH-NORTHEAST OF POWER POLE, 275.0 FT (83.8 M)
 TB0295'NORTH OF DRIVEWAY, 3.0 FT (0.9 M) SOUTH-SOUTHEAST OF A WITNESS POST.
 TB0295
 TB0295                          STATION RECOVERY (2021)
 TB0295
 TB0295'RECOVERY NOTE BY MN DEPT OF TRANSP 2021 (TJD)
 TB0295'5.15 MI (8.29 KM) SOUTH ON TRUNK HIGHWAY 53 FROM THE JUNCTION OF TRUNK
 TB0295'HIGHWAY 53 AND TRUNK HIGHWAY 11 AT INTERNATIONAL FALLS, AT TRUNK
 TB0295'HIGHWAY 53 MILE POINT 158.80, 72.0 FT (21.9 M) WEST OF TRUNK HIGHWAY
 TB0295'53, 30.5 FT (9.3 M) NORTH-NORTHEAST OF A POWER POLE, 275.0 FT (83.8 M)
 TB0295'NORTH OF A DRIVEWAY, 1.4 FT (0.4 M) EAST OF A WITNESS POST.
 TB0295
 TB0295                          STATION RECOVERY (2021)
 TB0295
 TB0295'RECOVERY NOTE BY MN DEPT OF TRANSP 2021 (TJD)
 TB0295'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 TB0300 ***********************************************************************
 TB0300  DESIGNATION -  258 D
 TB0300  PID         -  TB0300
 TB0300  STATE/COUNTY-  MN/KOOCHICHING
 TB0300  COUNTRY     -  US
 TB0300  USGS QUAD   -  RANIER (2019)
 TB0300
 TB0300                         *CURRENT SURVEY CONTROL
 TB0300  ______________________________________________________________________
 TB0300* NAD 83(2011) POSITION- 48 30 21.08018(N) 093 22 28.85883(W)   ADJUSTED
 TB0300* NAD 83(2011) ELLIP HT-   319.796 (meters)        (02/23/15)   ADJUSTED
 TB0300* NAD 83(2011) EPOCH   -  2010.00
 TB0300* NAVD 88 ORTHO HEIGHT -   350.454 (meters)     1149.78  (feet) ADJUSTED
 TB0300  ______________________________________________________________________
 TB0300  GEOID HEIGHT    -        -30.660 (meters)                     GEOID18
 TB0300  NAD 83(2011) X  -   -249,233.427 (meters)                     COMP
 TB0300  NAD 83(2011) Y  - -4,226,621.155 (meters)                     COMP
 TB0300  NAD 83(2011) Z  -  4,754,568.597 (meters)                     COMP
 TB0300  LAPLACE CORR    -         -4.99  (seconds)                    DEFLEC18
 TB0300  DYNAMIC HEIGHT  -        350.532 (meters)     1150.04  (feet) COMP
 TB0300  MODELED GRAVITY -    980,821.9   (mgal)                       NAVD 88
 TB0300
 TB0300  VERT ORDER      -  SECOND    CLASS I
 TB0300
 TB0300  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 TB0300  Standards:
 TB0300         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 TB0300            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 TB0300  -------------------------------------------------------------------
 TB0300  NETWORK    1.30   1.31           0.58   0.47   0.67     -0.10162101
 TB0300  -------------------------------------------------------------------
 TB0300  Click here for local accuracies and other accuracy information.
 TB0300
 TB0300.The horizontal coordinates were established by GPS observations
 TB0300.and adjusted by the MN DEPT OF TRANSP in February 2015.
 TB0300
 TB0300.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 TB0300.been affixed to the stable North American tectonic plate. See 
 TB0300.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 TB0300
 TB0300.The horizontal coordinates are valid at the epoch date displayed above
 TB0300.which is a decimal equivalence of Year/Month/Day.
 TB0300
 TB0300.The orthometric height was determined by differential leveling and
 TB0300.adjusted by the NATIONAL GEODETIC SURVEY
 TB0300.in April 2021.
 TB0300
 TB0300.Significant digits in the geoid height do not necessarily reflect accuracy.
 TB0300.GEOID18 height accuracy estimate available here.
 TB0300
 TB0300.Click photographs - Photos may exist for this station.
 TB0300
 TB0300.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 TB0300
 TB0300.The Laplace correction was computed from DEFLEC18 derived deflections.
 TB0300
 TB0300.The ellipsoidal height was determined by GPS observations
 TB0300.and is referenced to NAD 83.
 TB0300
 TB0300.The dynamic height is computed by dividing the NAVD 88
 TB0300.geopotential number by the normal gravity value computed on the
 TB0300.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TB0300.degrees latitude (g = 980.6199 gals.).
 TB0300
 TB0300.The modeled gravity was interpolated from observed gravity values.
 TB0300
 TB0300. The following values were computed from the NAD 83(2011) position.
 TB0300
 TB0300;                    North         East     Units Scale Factor Converg.
 TB0300;SPC MN N     -   323,041.709   779,703.500   MT  0.99997137   -0 12 13.0
 TB0300;SPC MN N     - 1,059,846.01  2,558,077.23   sFT  0.99997137   -0 12 13.0
 TB0300;UTM  15      - 5,372,594.240   472,324.685   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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15UVP7232472594(NAD 83)
 TB0300
 TB0300                          SUPERSEDED SURVEY CONTROL
 TB0300
 TB0300  NAD 83(1996)-  48 30 21.08233(N)    093 22 28.85847(W) AD(       ) 2
 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  NAVD 88 (06/15/91)  350.451  (m)         1149.77   (f) SUPERSEDED  1 2
 TB0300  NGVD 29 (??/??/92)  350.084  (m)         1148.57   (f) ADJ UNCH    1 2
 TB0300  NGVD 29             350.08   (m)         1148.6    (f) LEVELING    3  
 TB0300
 TB0300.Superseded values are not recommended for survey control.
 TB0300
 TB0300.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TB0300.See file dsdata.pdf to determine how the superseded data were derived.
 TB0300
 TB0300_MARKER: DV = VERTICAL CONTROL DISK
 TB0300_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 TB0300_STAMPING: 258 D 1973
 TB0300_MARK LOGO: NGS
 TB0300_PROJECTION: FLUSH
 TB0300_MAGNETIC: I = MARKER IS A STEEL ROD
 TB0300_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 TB0300_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 TB0300+SATELLITE: SATELLITE OBSERVATIONS - August 09, 2021
 TB0300
 TB0300  HISTORY     - Date     Condition        Report By
 TB0300  HISTORY     - 19730401 MONUMENTED       NGS
 TB0300  HISTORY     - 1979     GOOD             NGS
 TB0300  HISTORY     - 20110921 GOOD             MNDT
 TB0300  HISTORY     - 20210809 GOOD             MNDT
 TB0300  HISTORY     - 20210809 GOOD             MNDT
 TB0300
 TB0300                          STATION DESCRIPTION
 TB0300
 TB0300'DESCRIBED BY NATIONAL GEODETIC SURVEY 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.
 TB0300
 TB0300                          STATION RECOVERY (2011)
 TB0300
 TB0300'RECOVERY NOTE BY MN DEPT OF TRANSP 2011 (MPP)
 TB0300'2.3 MI (3.7 KM) WEST AND NORTHWEST ON TRUNK HIGHWAY 53 FROM ERICSBURG,
 TB0300'AT TRUNK HIGHWAY 53 MILE POINT 156.8, 450.0 FT (137.2 M) SOUTH OF THE
 TB0300'JUNCTION OF COUNTY ROAD 97 AND TRUNK HIGHWAY 53, 245.0 FT (74.7 M)
 TB0300'SOUTHWEST OF TRUNK HIGHWAY 53, 123.0 FT (37.5 M) NORTHEAST OF THE
 TB0300'NORTHEAST CORNER OF HOUSE (FIRE NUMBER 586), 118.5 FT (36.1 M)
 TB0300'WEST-NORTHWEST OF THE NORTHWEST CORNER OF FRAME STORE AND GAS STATION,
 TB0300'38.0 FT (11.6 M) WEST OF COUNTY ROAD 97, 5.7 FT (1.7 M) NORTH OF POWER
 TB0300'POLE, 2.1 FT (0.6 M) NORTH OF A WITNESS POST.
 TB0300
 TB0300                          STATION RECOVERY (2021)
 TB0300
 TB0300'RECOVERY NOTE BY MN DEPT OF TRANSP 2021 (TJD)
 TB0300'RECOVERED IN GOOD CONDITION.
 TB0300
 TB0300                          STATION RECOVERY (2021)
 TB0300
 TB0300'RECOVERY NOTE BY MN DEPT OF TRANSP 2021 (TJD)
 TB0300'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 TB0438 ***********************************************************************
 TB0438  DESIGNATION -  258 E
 TB0438  PID         -  TB0438
 TB0438  STATE/COUNTY-  MN/KOOCHICHING
 TB0438  COUNTRY     -  US
 TB0438  USGS QUAD   -  ERICSBURG (2019)
 TB0438
 TB0438                         *CURRENT SURVEY CONTROL
 TB0438  ______________________________________________________________________
 TB0438* NAD 83(2011) POSITION- 48 29 21.16294(N) 093 21 06.35495(W)   ADJUSTED
 TB0438* NAD 83(2011) ELLIP HT-   315.738 (meters)        (02/23/15)   ADJUSTED
 TB0438* NAD 83(2011) EPOCH   -  2010.00
 TB0438* NAVD 88 ORTHO HEIGHT -   346.408 (meters)     1136.51  (feet) ADJUSTED
 TB0438  ______________________________________________________________________
 TB0438  GEOID HEIGHT    -        -30.667 (meters)                     GEOID18
 TB0438  NAD 83(2011) X  -   -247,623.687 (meters)                     COMP
 TB0438  NAD 83(2011) Y  - -4,228,101.619 (meters)                     COMP
 TB0438  NAD 83(2011) Z  -  4,753,339.076 (meters)                     COMP
 TB0438  LAPLACE CORR    -         -4.95  (seconds)                    DEFLEC18
 TB0438  DYNAMIC HEIGHT  -        346.485 (meters)     1136.76  (feet) COMP
 TB0438  MODELED GRAVITY -    980,823.8   (mgal)                       NAVD 88
 TB0438
 TB0438  VERT ORDER      -  SECOND    CLASS I
 TB0438
 TB0438  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 TB0438  Standards:
 TB0438         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 TB0438            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 TB0438  -------------------------------------------------------------------
 TB0438  NETWORK    1.16   1.27           0.53   0.40   0.65     -0.02969276
 TB0438  -------------------------------------------------------------------
 TB0438  Click here for local accuracies and other accuracy information.
 TB0438
 TB0438.The horizontal coordinates were established by GPS observations
 TB0438.and adjusted by the MN DEPT OF TRANSP in February 2015.
 TB0438
 TB0438.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 TB0438.been affixed to the stable North American tectonic plate. See 
 TB0438.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 TB0438
 TB0438.The horizontal coordinates are valid at the epoch date displayed above
 TB0438.which is a decimal equivalence of Year/Month/Day.
 TB0438
 TB0438.The orthometric height was determined by differential leveling and
 TB0438.adjusted by the NATIONAL GEODETIC SURVEY
 TB0438.in April 2021.
 TB0438
 TB0438.Significant digits in the geoid height do not necessarily reflect accuracy.
 TB0438.GEOID18 height accuracy estimate available here.
 TB0438
 TB0438.Click photographs - Photos may exist for this station.
 TB0438
 TB0438.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 TB0438
 TB0438.The Laplace correction was computed from DEFLEC18 derived deflections.
 TB0438
 TB0438.The ellipsoidal height was determined by GPS observations
 TB0438.and is referenced to NAD 83.
 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. The following values were computed from the NAD 83(2011) position.
 TB0438
 TB0438;                    North         East     Units Scale Factor Converg.
 TB0438;SPC MN N     -   321,185.231   781,390.873   MT  0.99996800   -0 11 11.8
 TB0438;SPC MN N     - 1,053,755.21  2,563,613.22   sFT  0.99996800   -0 11 11.8
 TB0438;UTM  15      - 5,370,736.170   474,008.955   MT  0.99960830   -0 15 48.3
 TB0438
 TB0438!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TB0438!SPC MN N     -   0.99995052  x   0.99996800  =   0.99991852
 TB0438!UTM  15      -   0.99995052  x   0.99960830  =   0.99955884
 TB0438
 TB0438_U.S. NATIONAL GRID SPATIAL ADDRESS: 15UVP7400870736(NAD 83)
 TB0438
 TB0438                          SUPERSEDED SURVEY CONTROL
 TB0438
 TB0438  NAVD 88 (08/06/14)  346.405  (m)         1136.50   (f) SUPERSEDED  2 1
 TB0438  NAVD 88 (06/15/91)  346.403  (m)         1136.49   (f) SUPERSEDED  1 2
 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
 TB0438.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TB0438.See file dsdata.pdf to determine how the superseded data were derived.
 TB0438
 TB0438_MARKER: DV = VERTICAL CONTROL DISK
 TB0438_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 TB0438_STAMPING: 258 E 1973
 TB0438_MARK LOGO: NGS
 TB0438_PROJECTION: PROJECTING 3 CENTIMETERS
 TB0438_MAGNETIC: I = MARKER IS A STEEL ROD
 TB0438_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 TB0438_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 TB0438+SATELLITE: SATELLITE OBSERVATIONS - September 14, 2011
 TB0438
 TB0438  HISTORY     - Date     Condition        Report By
 TB0438  HISTORY     - 19730401 MONUMENTED       NGS
 TB0438  HISTORY     - 1979     GOOD             NGS
 TB0438  HISTORY     - 20110914 GOOD             MNDT
 TB0438
 TB0438                          STATION DESCRIPTION
 TB0438
 TB0438'DESCRIBED BY NATIONAL GEODETIC SURVEY 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.
 TB0438
 TB0438                          STATION RECOVERY (2011)
 TB0438
 TB0438'RECOVERY NOTE BY MN DEPT OF TRANSP 2011 (MPP)
 TB0438'1.0 MI (1.6 KM) WEST OF ERICSBURG, 221.0 FT (67.4 M) SOUTH-SOUTHWEST
 TB0438'OF TRUNK HIGHWAY 53, 0.05 MI (0.1 KM) NORTHWEST OF HOUSE, 8.5 FT (2.6
 TB0438'M) NORTHWEST OF POWER POLE, 2.2 FT (0.7 M) NORTH OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 TB0309 ***********************************************************************
 TB0309  DESIGNATION -  258 G
 TB0309  PID         -  TB0309
 TB0309  STATE/COUNTY-  MN/KOOCHICHING
 TB0309  COUNTRY     -  US
 TB0309  USGS QUAD   -  ERICSBURG (2019)
 TB0309
 TB0309                         *CURRENT SURVEY CONTROL
 TB0309  ______________________________________________________________________
 TB0309* NAD 83(2011) POSITION- 48 26 44.97470(N) 093 15 46.20145(W)   ADJUSTED
 TB0309* NAD 83(2011) ELLIP HT-   325.938 (meters)        (02/23/15)   ADJUSTED
 TB0309* NAD 83(2011) EPOCH   -  2010.00
 TB0309* NAVD 88 ORTHO HEIGHT -   356.657 (meters)     1170.13  (feet) ADJUSTED
 TB0309  ______________________________________________________________________
 TB0309  GEOID HEIGHT    -        -30.710 (meters)                     GEOID18
 TB0309  NAD 83(2011) X  -   -241,266.701 (meters)                     COMP
 TB0309  NAD 83(2011) Y  - -4,232,093.444 (meters)                     COMP
 TB0309  NAD 83(2011) Z  -  4,750,147.721 (meters)                     COMP
 TB0309  LAPLACE CORR    -         -4.99  (seconds)                    DEFLEC18
 TB0309  DYNAMIC HEIGHT  -        356.735 (meters)     1170.39  (feet) COMP
 TB0309  MODELED GRAVITY -    980,818.5   (mgal)                       NAVD 88
 TB0309
 TB0309  VERT ORDER      -  SECOND    CLASS I
 TB0309
 TB0309  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 TB0309  Standards:
 TB0309         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 TB0309            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 TB0309  -------------------------------------------------------------------
 TB0309  NETWORK    0.91   1.02           0.42   0.31   0.52     -0.01099541
 TB0309  -------------------------------------------------------------------
 TB0309  Click here for local accuracies and other accuracy information.
 TB0309
 TB0309.The horizontal coordinates were established by GPS observations
 TB0309.and adjusted by the MN DEPT OF TRANSP in February 2015.
 TB0309
 TB0309.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 TB0309.been affixed to the stable North American tectonic plate. See 
 TB0309.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 TB0309
 TB0309.The horizontal coordinates are valid at the epoch date displayed above
 TB0309.which is a decimal equivalence of Year/Month/Day.
 TB0309
 TB0309.The orthometric height was determined by differential leveling and
 TB0309.adjusted by the NATIONAL GEODETIC SURVEY
 TB0309.in April 2021.
 TB0309
 TB0309.Significant digits in the geoid height do not necessarily reflect accuracy.
 TB0309.GEOID18 height accuracy estimate available here.
 TB0309
 TB0309.Click photographs - Photos may exist for this station.
 TB0309
 TB0309.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 TB0309
 TB0309.The Laplace correction was computed from DEFLEC18 derived deflections.
 TB0309
 TB0309.The ellipsoidal height was determined by GPS observations
 TB0309.and is referenced to NAD 83.
 TB0309
 TB0309.The dynamic height is computed by dividing the NAVD 88
 TB0309.geopotential number by the normal gravity value computed on the
 TB0309.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TB0309.degrees latitude (g = 980.6199 gals.).
 TB0309
 TB0309.The modeled gravity was interpolated from observed gravity values.
 TB0309
 TB0309. The following values were computed from the NAD 83(2011) position.
 TB0309
 TB0309;                    North         East     Units Scale Factor Converg.
 TB0309;SPC MN N     -   316,343.333   787,954.035   MT  0.99995962   -0 07 14.5
 TB0309;SPC MN N     - 1,037,869.75  2,585,145.86   sFT  0.99995962   -0 07 14.5
 TB0309;UTM  15      - 5,365,887.259   480,563.314   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 04.1
 TB0309:UTM  15      -  RAY FIRE TOWER                           136 38 37.7
 TB0309
 TB0309_U.S. NATIONAL GRID SPATIAL ADDRESS: 15UVP8056365887(NAD 83)
 TB0309
 TB0309|---------------------------------------------------------------------|
 TB0309| PID    Reference Object                     Distance      Geod. Az  |
 TB0309|                                                           dddmmss.s |
 TB0309| TB0914 RAY FIRE TOWER                      APPROX. 2.3 KM 1362649.6 |
 TB0309|---------------------------------------------------------------------|
 TB0309
 TB0309                          SUPERSEDED SURVEY CONTROL
 TB0309
 TB0309  NAD 83(1996)-  48 26 44.97534(N)    093 15 46.19975(W) AD(       ) 2
 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  NAVD 88 (08/06/14)  356.646  (m)         1170.10   (f) SUPERSEDED  2 1
 TB0309  NAVD 88 (06/15/91)  356.657  (m)         1170.13   (f) SUPERSEDED  1 2
 TB0309  NGVD 29 (??/??/92)  356.307  (m)         1168.98   (f) ADJ UNCH    1 2
 TB0309  NGVD 29             356.31   (m)         1169.0    (f) LEVELING    3  
 TB0309
 TB0309.Superseded values are not recommended for survey control.
 TB0309
 TB0309.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TB0309.See file dsdata.pdf to determine how the superseded data were derived.
 TB0309
 TB0309_MARKER: DV = VERTICAL CONTROL DISK
 TB0309_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 TB0309_STAMPING: 258 G 1973
 TB0309_MARK LOGO: NGS
 TB0309_PROJECTION: PROJECTING 5 CENTIMETERS
 TB0309_MAGNETIC: I = MARKER IS A STEEL ROD
 TB0309_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 TB0309_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 TB0309+SATELLITE: SATELLITE OBSERVATIONS - September 14, 2011
 TB0309
 TB0309  HISTORY     - Date     Condition        Report By
 TB0309  HISTORY     - 19730401 MONUMENTED       NGS
 TB0309  HISTORY     - 1979     GOOD             NGS
 TB0309  HISTORY     - 20090815 GOOD             GEOCAC
 TB0309  HISTORY     - 20110914 GOOD             MNDT
 TB0309
 TB0309                          STATION DESCRIPTION
 TB0309
 TB0309'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 TB0309'3.85 MI NW FROM RAY.
 TB0309'FROM THE JUNCTION OF TRUNK HIGHWAY 53 AND TRUNK HIGHWAY 217 IN RAY, GO
 TB0309'NORTHWEST ON TRUNK HIGHWAY 53 FOR 3.85 MILES (MILEPOST 150.05) AND THE
 TB0309'STATION ON THE RIGHT.  THE MARK IS 125 FEET NORTHEAST OF THE
 TB0309'CENTERLINE OF TRUNK HIGHWAY 53, 33.7 FEET NORTHEAST OF THE NORTHEAST
 TB0309'RAIL OF DULUTH, WINNIPEG AND PACIFIC RAILROAD TRACKS, 77.5 FEET
 TB0309'SOUTHEAST OF A TELEPHONE POLE (RAILROAD MILEPOST 152 = TELEPHONE POLE
 TB0309'NUMBER 1) 96.8 FEET NORTHWEST OF TELEPHONE POLE NUMBER 2 AND 2.8
 TB0309'WEST-NORTHWEST OF A STEEL WITNESS POST.  THE MARK IS CRIMPED ON TOP OF
 TB0309'A 5/8 INCH DIAMETER BY 16 FEET IN LENGTH COPPER COATED STEEL ROD
 TB0309'DRIVEN FLUSH WITH THE GROUND AND IS ABOUT LEVEL WITH TRUNK HIGHWAY 53
 TB0309'AND 6 FEET ABOVE THE RAILROAD TRACKS.  SW SECTION 23, T69N, R23W.
 TB0309
 TB0309                          STATION RECOVERY (1979)
 TB0309
 TB0309'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 TB0309'RECOVERED IN GOOD CONDITION.
 TB0309
 TB0309                          STATION RECOVERY (2009)
 TB0309
 TB0309'RECOVERY NOTE BY GEOCACHING 2009 (MEL)
 TB0309'RECOVERED IN GOOD CONDITION.
 TB0309
 TB0309                          STATION RECOVERY (2011)
 TB0309
 TB0309'RECOVERY NOTE BY MN DEPT OF TRANSP 2011 (MPP)
 TB0309'4.0 MI (6.4 KM) NORTHWEST OF RAY, AT TRUNK HIGHWAY 53 MILE POINT
 TB0309'150.05, 3.7 MI (6.0 KM) NORTHWEST ON TRUNK HIGHWAY 53  FROM THE
 TB0309'JUNCTION OF TRUNK HIGHWAY 53 AND TRUNK HIGHWAY 217, 125.0 FT (38.1 M)
 TB0309'NORTHEAST OF TRUNK HIGHWAY 53, 33.7 FT (10.3 M) NORTHEAST OF NORTHEAST
 TB0309'RAIL OF RAILROAD TRACKS, 2.8 FT (0.9 M) WEST-SOUTHWEST OF A WITNESS
 TB0309'POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 TB0316 ***********************************************************************
 TB0316  DESIGNATION -  258 H
 TB0316  PID         -  TB0316
 TB0316  STATE/COUNTY-  MN/KOOCHICHING
 TB0316  COUNTRY     -  US
 TB0316  USGS QUAD   -  RAY (2019)
 TB0316
 TB0316                         *CURRENT SURVEY CONTROL
 TB0316  ______________________________________________________________________
 TB0316* NAD 83(2011) POSITION- 48 25 03.42949(N) 093 12 54.48389(W)   ADJUSTED
 TB0316* NAD 83(2011) ELLIP HT-   328.597 (meters)        (02/23/15)   ADJUSTED
 TB0316* NAD 83(2011) EPOCH   -  2010.00
 TB0316* NAVD 88 ORTHO HEIGHT -   359.337 (meters)     1178.92  (feet) ADJUSTED
 TB0316  ______________________________________________________________________
 TB0316  GEOID HEIGHT    -        -30.721 (meters)                     GEOID18
 TB0316  NAD 83(2011) X  -   -237,875.076 (meters)                     COMP
 TB0316  NAD 83(2011) Y  - -4,234,637.705 (meters)                     COMP
 TB0316  NAD 83(2011) Z  -  4,748,068.443 (meters)                     COMP
 TB0316  LAPLACE CORR    -         -5.05  (seconds)                    DEFLEC18
 TB0316  DYNAMIC HEIGHT  -        359.414 (meters)     1179.18  (feet) COMP
 TB0316  MODELED GRAVITY -    980,813.9   (mgal)                       NAVD 88
 TB0316
 TB0316  VERT ORDER      -  SECOND    CLASS I
 TB0316
 TB0316  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 TB0316  Standards:
 TB0316         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 TB0316            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 TB0316  -------------------------------------------------------------------
 TB0316  NETWORK    0.88   1.00           0.41   0.28   0.51      0.01594521
 TB0316  -------------------------------------------------------------------
 TB0316  Click here for local accuracies and other accuracy information.
 TB0316
 TB0316.The horizontal coordinates were established by GPS observations
 TB0316.and adjusted by the MN DEPT OF TRANSP in February 2015.
 TB0316
 TB0316.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 TB0316.been affixed to the stable North American tectonic plate. See 
 TB0316.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 TB0316
 TB0316.The horizontal coordinates are valid at the epoch date displayed above
 TB0316.which is a decimal equivalence of Year/Month/Day.
 TB0316
 TB0316.The orthometric height was determined by differential leveling and
 TB0316.adjusted by the NATIONAL GEODETIC SURVEY
 TB0316.in April 2021.
 TB0316
 TB0316.Significant digits in the geoid height do not necessarily reflect accuracy.
 TB0316.GEOID18 height accuracy estimate available here.
 TB0316
 TB0316.Click photographs - Photos may exist for this station.
 TB0316
 TB0316.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 TB0316
 TB0316.The Laplace correction was computed from DEFLEC18 derived deflections.
 TB0316
 TB0316.The ellipsoidal height was determined by GPS observations
 TB0316.and is referenced to NAD 83.
 TB0316
 TB0316.The dynamic height is computed by dividing the NAVD 88
 TB0316.geopotential number by the normal gravity value computed on the
 TB0316.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TB0316.degrees latitude (g = 980.6199 gals.).
 TB0316
 TB0316.The modeled gravity was interpolated from observed gravity values.
 TB0316
 TB0316. The following values were computed from the NAD 83(2011) position.
 TB0316
 TB0316;                    North         East     Units Scale Factor Converg.
 TB0316;SPC MN N     -   313,200.544   791,478.017   MT  0.99995448   -0 05 07.2
 TB0316;SPC MN N     - 1,027,558.78  2,596,707.46   sFT  0.99995448   -0 05 07.2
 TB0316;UTM  15      - 5,362,740.924   484,081.892   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  =   0.99990299
 TB0316!UTM  15      -   0.99994850  x   0.99960311  =   0.99955163
 TB0316
 TB0316:                Primary Azimuth Mark                     Grid Az
 TB0316:SPC MN N     -  FIRE                                     309 54 07.3
 TB0316:UTM  15      -  FIRE                                     309 58 39.4
 TB0316
 TB0316_U.S. NATIONAL GRID SPATIAL ADDRESS: 15UVP8408162740(NAD 83)
 TB0316
 TB0316|---------------------------------------------------------------------|
 TB0316| PID    Reference Object                     Distance      Geod. Az  |
 TB0316|                                                           dddmmss.s |
 TB0316| DP0827 YARR                                316.640 METERS 12329     |
 TB0316| TB0918 FIRE                                APPROX. 1.3 KM 3094900.1 |
 TB0316|---------------------------------------------------------------------|
 TB0316
 TB0316                          SUPERSEDED SURVEY CONTROL
 TB0316
 TB0316  NAD 83(1996)-  48 25 03.42884(N)    093 12 54.48150(W) AD(       ) 2
 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  NAVD 88 (06/15/91)  359.327  (m)         1178.89   (f) SUPERSEDED  1 2
 TB0316  NGVD 29 (??/??/92)  358.983  (m)         1177.76   (f) ADJ UNCH    1 2
 TB0316  NGVD 29 (07/19/86)  358.98   (m)         1177.8    (f) LEVELING    3  
 TB0316
 TB0316.Superseded values are not recommended for survey control.
 TB0316
 TB0316.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TB0316.See file dsdata.pdf to determine how the superseded data were derived.
 TB0316
 TB0316_MARKER: DV = VERTICAL CONTROL DISK
 TB0316_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 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 - August 30, 2017
 TB0316_ROD/PIPE-DEPTH: 4.9 meters
 TB0316
 TB0316  HISTORY     - Date     Condition        Report By
 TB0316  HISTORY     - 19730401 MONUMENTED       NGS
 TB0316  HISTORY     - 1979     GOOD             NGS
 TB0316  HISTORY     - 1980     GOOD             MNDT
 TB0316  HISTORY     - 20050524 GOOD             MNDT
 TB0316  HISTORY     - 20050615 GOOD             MNDT
 TB0316  HISTORY     - 20110914 GOOD             MNDT
 TB0316  HISTORY     - 20170830 GOOD             MNDT
 TB0316
 TB0316                          STATION DESCRIPTION
 TB0316
 TB0316'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 TB0316'0.8 MI NW FROM RAY.
 TB0316'FROM THE JUNCTION OF TRUNK HIGHWAYS 53 AND 217 AT RAY, GO NORTHWEST ON
 TB0316'TRUNK HIGHWAY 53 FOR 0.8 MILE (MILEPOST 147.05) AND MARK ON THE LEFT.
 TB0316'THE MARK IS 71 FEET SOUTHWEST OF THE CENTERLINE OF TRUNK HIGHWAY 53,
 TB0316'20.4 FEET NORTH OF THE NORTH CORNER OF 2 STORY WOOD GARAGE, 132 FEET
 TB0316'SOUTH-SOUTHWEST OF MILEPOST 147, 6 FEET EAST OF POWER POLE WITH A GUY
 TB0316'WIRE AND 3 FEET SOUTHEAST OF A STEEL WITNESS POST. THE MARK IS CRIMPED
 TB0316'TO A 5/8 INCH DIAMETER BY 16 FOOT LONG COPPER COATED STEEL ROD THAT IS
 TB0316'DRIVEN FLUSH WITH THE GROUND.  THE MARK IS ABOUT 3 FEET BELOW THE
 TB0316'LEVEL OF TRUNK HIGHWAY 53.  SW1/4 SECTION 31, T 69N, R 22W.
 TB0316
 TB0316                          STATION RECOVERY (1979)
 TB0316
 TB0316'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 TB0316'RECOVERED IN GOOD CONDITION.
 TB0316
 TB0316                          STATION RECOVERY (1980)
 TB0316
 TB0316'RECOVERY NOTE BY MN DEPT OF TRANSP 1980 (OCO)
 TB0316'THE STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED IN 1973.  THE
 TB0316'MARK IS 3.2 FEET SOUTH-SOUTHEAST OF A STEEL WITNESS POST.
 TB0316
 TB0316                          STATION RECOVERY (2005)
 TB0316
 TB0316'RECOVERY NOTE BY MN DEPT OF TRANSP 2005 (MPP)
 TB0316'0.75 MILES NORTHWEST OF RAY, 0.75 MILES NORTHWEST ON TRUNK HIGHWAY 53
 TB0316'FROM JUNCTION OF TRUNK HIGHWAY 53 AND TRUNK HIGHWAY 217, 132 FEET
 TB0316'SOUTH-SOUTHWEST OF TRUNK HIGHWAY 53 MILEPOST 147, 71.0 FEET SOUTHWEST
 TB0316'OF TRUNK HIGHWAY 53, 54.0 FEET NORTHWEST OF ENTRANCE, 6.0 FEET EAST OF
 TB0316'POWER POLE, 5.6 FEET EAST OF WITNESS POST
 TB0316
 TB0316                          STATION RECOVERY (2005)
 TB0316
 TB0316'RECOVERY NOTE BY MN DEPT OF TRANSP 2005 (TMS)
 TB0316'RECOVERED AS DESCRIBED.
 TB0316
 TB0316                          STATION RECOVERY (2011)
 TB0316
 TB0316'RECOVERY NOTE BY MN DEPT OF TRANSP 2011 (MPP)
 TB0316'RECOVERED AS DESCRIBED.
 TB0316
 TB0316                          STATION RECOVERY (2017)
 TB0316
 TB0316'RECOVERY NOTE BY MN DEPT OF TRANSP 2017 (KDJ)
 TB0316'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 TB0154 ***********************************************************************
 TB0154  DESIGNATION -  258 K
 TB0154  PID         -  TB0154
 TB0154  STATE/COUNTY-  MN/ST LOUIS
 TB0154  COUNTRY     -  US
 TB0154  USGS QUAD   -  ASH RIVER SW (2019)
 TB0154
 TB0154                         *CURRENT SURVEY CONTROL
 TB0154  ______________________________________________________________________
 TB0154* NAD 83(1986) POSITION- 48 21 00.72   (N) 092 57 42.27   (W)   HD_HELD1
 TB0154* NAVD 88 ORTHO HEIGHT -   387.150 (meters)     1270.17  (feet) ADJUSTED
 TB0154  ______________________________________________________________________
 TB0154  GEOID HEIGHT    -        -30.977 (meters)                     GEOID18
 TB0154  DYNAMIC HEIGHT  -        387.227 (meters)     1270.43  (feet) COMP
 TB0154  MODELED GRAVITY -    980,799.4   (mgal)                       NAVD 88
 TB0154
 TB0154  VERT ORDER      -  SECOND    CLASS I
 TB0154
 TB0154.The horizontal coordinates were determined by differentially corrected
 TB0154.hand held GPS observations or other comparable positioning techniques
 TB0154.and have an estimated accuracy of +/- 3 meters.
 TB0154
 TB0154.The orthometric height was determined by differential leveling and
 TB0154.adjusted by the NATIONAL GEODETIC SURVEY
 TB0154.in April 2021.
 TB0154
 TB0154.Significant digits in the geoid height do not necessarily reflect accuracy.
 TB0154.GEOID18 height accuracy estimate available here.
 TB0154
 TB0154.Click photographs - Photos may exist for this station.
 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     -   305,706.9     810,247.0     MT  (+/- 3 meters HH1 GPS) 
 TB0154
 TB0154_U.S. NATIONAL GRID SPATIAL ADDRESS: 15UWP0283455225(NAD 83)
 TB0154
 TB0154                          SUPERSEDED SURVEY CONTROL
 TB0154
 TB0154  NAVD 88 (06/15/91)  387.100  (m)         1270.01   (f) SUPERSEDED  1 2
 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
 TB0154.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TB0154.See file dsdata.pdf to determine how the superseded data were derived.
 TB0154
 TB0154_MARKER: DV = VERTICAL CONTROL DISK
 TB0154_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 TB0154_SP_SET: ROD
 TB0154_STAMPING: 258 K 1973
 TB0154_MARK LOGO: NGS
 TB0154_PROJECTION: FLUSH
 TB0154_MAGNETIC: I = MARKER IS A STEEL ROD
 TB0154_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 TB0154_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 TB0154+SATELLITE: SATELLITE OBSERVATIONS - August 29, 2017
 TB0154
 TB0154  HISTORY     - Date     Condition        Report By
 TB0154  HISTORY     - 1973     MONUMENTED       MNHD
 TB0154  HISTORY     - 1979     GOOD             NGS
 TB0154  HISTORY     - 20170829 GOOD             MNDT
 TB0154
 TB0154                          STATION DESCRIPTION
 TB0154
 TB0154'DESCRIBED BY MN HIGHWAY DEPT 1973
 TB0154'11.8 MI EAST-SOUTHEAST FROM RAY.  FROM THE JUNCTION OF TRUNK HIGHWAY
 TB0154'53 AND TRUNK HIGHWAY 217 AT RAY GO EAST AND SOUTHEAST FOR 10 MILES TO
 TB0154'JUNCTION OF COUNTY ROAD 765 (ASH RIVER TRAIL), THENCE CONTINUE
 TB0154'SOUTHEAST AND SOUTH ON TRUNK HIGHWAY 53 FOR 3.15 MILES TO DRIVE TO
 TB0154'MICROWAVE TOWER (10.75 MILES NORTH-NORTHWEST OF ASH LAKE) AND 0.34
 TB0154'MILES NORTH OF WEST JUNCTION OF COUNTY ROAD 521 (MILEPOST 133.2).
 TB0154'THENCE EAST ON DRIVE FOR 0.05 MILES AND THE MARK.
 TB0154'
 TB0154'THE MARK IS 1.7 FEET EAST OF THE EAST CORNER OF CHAIN-LINK FENCE
 TB0154'AROUND MICROWAVE TOWER, 36 FEET EAST AND ABOUT LEVEL WITH THE BASE OF
 TB0154'150 FOOT MICROWAVE TOWER, AND 1.4 FEET WEST OF A STEEL WITNESS POST.
 TB0154'IT IS CRIMPED TO A 5/8 INCH DIAMETER BY 7 FOOT COPPER COATED STEEL ROD
 TB0154'DRIVEN FLUSH WITH THE GROUND.  SW 1/4 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.
 TB0154
 TB0154                          STATION RECOVERY (2017)
 TB0154
 TB0154'RECOVERY NOTE BY MN DEPT OF TRANSP 2017 (KMS)
 TB0154'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 TB0180 ***********************************************************************
 TB0180  DESIGNATION -  258 L
 TB0180  PID         -  TB0180
 TB0180  STATE/COUNTY-  MN/ST LOUIS
 TB0180  COUNTRY     -  US
 TB0180  USGS QUAD   -  ASH RIVER SW (2019)
 TB0180
 TB0180                         *CURRENT SURVEY CONTROL
 TB0180  ______________________________________________________________________
 TB0180* NAD 83(1986) POSITION- 48 16 32.83   (N) 092 56 55.86   (W)   HD_HELD1
 TB0180* NAVD 88 ORTHO HEIGHT -   383.740 (meters)     1258.99  (feet) ADJUSTED
 TB0180  ______________________________________________________________________
 TB0180  GEOID HEIGHT    -        -30.879 (meters)                     GEOID18
 TB0180  DYNAMIC HEIGHT  -        383.812 (meters)     1259.22  (feet) COMP
 TB0180  MODELED GRAVITY -    980,788.4   (mgal)                       NAVD 88
 TB0180
 TB0180  VERT ORDER      -  SECOND    CLASS I
 TB0180
 TB0180.The horizontal coordinates were determined by differentially corrected
 TB0180.hand held GPS observations or other comparable positioning techniques
 TB0180.and have an estimated accuracy of +/- 3 meters.
 TB0180
 TB0180.The orthometric height was determined by differential leveling and
 TB0180.adjusted by the NATIONAL GEODETIC SURVEY
 TB0180.in April 2021.
 TB0180
 TB0180.Significant digits in the geoid height do not necessarily reflect accuracy.
 TB0180.GEOID18 height accuracy estimate available here.
 TB0180
 TB0180.Click photographs - Photos may exist for this station.
 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     -   297,434.6     811,218.6     MT  (+/- 3 meters HH1 GPS) 
 TB0180
 TB0180_U.S. NATIONAL GRID SPATIAL ADDRESS: 15UWP0379546954(NAD 83)
 TB0180
 TB0180                          SUPERSEDED SURVEY CONTROL
 TB0180
 TB0180  NAVD 88 (06/15/91)  383.731  (m)         1258.96   (f) SUPERSEDED  1 2
 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
 TB0180.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TB0180.See file dsdata.pdf to determine how the superseded data were derived.
 TB0180
 TB0180_MARKER: DV = VERTICAL CONTROL DISK
 TB0180_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 TB0180_SP_SET: ROD
 TB0180_STAMPING: 258 L 1973
 TB0180_MARK LOGO: NGS
 TB0180_PROJECTION: FLUSH
 TB0180_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 TB0180_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 TB0180_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 TB0180+SATELLITE: SATELLITE OBSERVATIONS - August 29, 2017
 TB0180
 TB0180  HISTORY     - Date     Condition        Report By
 TB0180  HISTORY     - 19730401 MONUMENTED       NGS
 TB0180  HISTORY     - 1979     GOOD             NGS
 TB0180  HISTORY     - 20170829 GOOD             MNDT
 TB0180
 TB0180                          STATION DESCRIPTION
 TB0180
 TB0180'DESCRIBED BY NATIONAL GEODETIC SURVEY 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.
 TB0180
 TB0180                          STATION RECOVERY (2017)
 TB0180
 TB0180'RECOVERY NOTE BY MN DEPT OF TRANSP 2017 (KDJ)
 TB0180'THE MARK IS LOCATED ABOUT 15.9 MI (25.6 KM) NORTH OF ORR.
 TB0180'
 TB0180'TO REACH THE MARK GO 18.4 MI (29.6 KM) NORTH ON TRUNK HIGHWAY 53 FROM
 TB0180'THE JUNCTION OF TRUNK HIGHWAY 53 AND COUNTY ROAD 23 IN ORR TO TRUNK
 TB0180'HIGHWAY 53 MILE POINT 127.5, THEN 0.2 MI (0.3 KM) EAST ON SHEEP RANCH
 TB0180'ROAD.
 TB0180'
 TB0180'THE MARK IS 26.0 FT (7.9 M) NORTH OF A ROAD, 30.0 FT (9.1 M) SOUTHEAST
 TB0180'OF TRAIL, 10.2 FT (3.1 M) NORTH OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 TB0182 ***********************************************************************
 TB0182  DESIGNATION -  258 M
 TB0182  PID         -  TB0182
 TB0182  STATE/COUNTY-  MN/ST LOUIS
 TB0182  COUNTRY     -  US
 TB0182  USGS QUAD   -  ASH RIVER SW (2019)
 TB0182
 TB0182                         *CURRENT SURVEY CONTROL
 TB0182  ______________________________________________________________________
 TB0182* NAD 83(1986) POSITION- 48 15 59.59   (N) 092 56 31.61   (W)   HD_HELD1
 TB0182* NAVD 88 ORTHO HEIGHT -   384.296 (meters)     1260.81  (feet) ADJUSTED
 TB0182  ______________________________________________________________________
 TB0182  GEOID HEIGHT    -        -30.876 (meters)                     GEOID18
 TB0182  DYNAMIC HEIGHT  -        384.368 (meters)     1261.05  (feet) COMP
 TB0182  MODELED GRAVITY -    980,787.1   (mgal)                       NAVD 88
 TB0182
 TB0182  VERT ORDER      -  SECOND    CLASS I
 TB0182
 TB0182.The horizontal coordinates were determined by differentially corrected
 TB0182.hand held GPS observations or other comparable positioning techniques
 TB0182.and have an estimated accuracy of +/- 3 meters.
 TB0182
 TB0182.The orthometric height was determined by differential leveling and
 TB0182.adjusted by the NATIONAL GEODETIC SURVEY
 TB0182.in April 2021.
 TB0182
 TB0182.Significant digits in the geoid height do not necessarily reflect accuracy.
 TB0182.GEOID18 height accuracy estimate available here.
 TB0182
 TB0182.Click photographs - Photos may exist for this station.
 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     -   296,409.0     811,720.7     MT  (+/- 3 meters HH1 GPS) 
 TB0182
 TB0182_U.S. NATIONAL GRID SPATIAL ADDRESS: 15UWP0429545928(NAD 83)
 TB0182
 TB0182                          SUPERSEDED SURVEY CONTROL
 TB0182
 TB0182  NAVD 88 (06/15/91)  384.287  (m)         1260.78   (f) SUPERSEDED  1 2
 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
 TB0182.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TB0182.See file dsdata.pdf to determine how the superseded data were derived.
 TB0182
 TB0182_MARKER: DV = VERTICAL CONTROL DISK
 TB0182_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 TB0182_SP_SET: ROD
 TB0182_STAMPING: 258 M 1973
 TB0182_MARK LOGO: MNHD
 TB0182_PROJECTION: FLUSH
 TB0182_MAGNETIC: I = MARKER IS A STEEL ROD
 TB0182_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 TB0182_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 TB0182+SATELLITE: SATELLITE OBSERVATIONS - August 28, 2017
 TB0182
 TB0182  HISTORY     - Date     Condition        Report By
 TB0182  HISTORY     - 19730401 MONUMENTED       MNHD
 TB0182  HISTORY     - 1979     GOOD             NGS
 TB0182  HISTORY     - 20170828 GOOD             MNDT
 TB0182
 TB0182                          STATION DESCRIPTION
 TB0182
 TB0182'DESCRIBED BY MN HIGHWAY DEPT 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.
 TB0182
 TB0182                          STATION RECOVERY (2017)
 TB0182
 TB0182'RECOVERY NOTE BY MN DEPT OF TRANSP 2017 (KMS)
 TB0182'THE MARK IS LOCATED ABOUT 14.8 MI (23.8 KM) NORTH-NORTHWEST OF ORR.
 TB0182'
 TB0182'TO REACH THE MARK GO 16.8 MI (27.0 KM) NORTH-NORTHWEST ALONG TRUNK
 TB0182'HIGHWAY 53 FROM THE JUNCTION OF TRUNK HIGHWAY 53 AND COUNTY ROAD 23 IN
 TB0182'ORR, AT TRUNK HIGHWAY 53 MILE POINT 126.80.
 TB0182'
 TB0182'THE MARK IS 88.0 FT (26.8 M) EAST OF TRUNK HIGHWAY 53, 1.0 FT (0.3 M)
 TB0182'WEST-SOUTHWEST OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 TB0055 ***********************************************************************
 TB0055  DESIGNATION -  258 N
 TB0055  PID         -  TB0055
 TB0055  STATE/COUNTY-  MN/ST LOUIS
 TB0055  COUNTRY     -  US
 TB0055  USGS QUAD   -  ASH LAKE (2019)
 TB0055
 TB0055                         *CURRENT SURVEY CONTROL
 TB0055  ______________________________________________________________________
 TB0055* NAD 83(1986) POSITION- 48 14 01.23   (N) 092 55 32.77   (W)   HD_HELD1
 TB0055* NAVD 88 ORTHO HEIGHT -   399.823 (meters)     1311.75  (feet) ADJUSTED
 TB0055  ______________________________________________________________________
 TB0055  GEOID HEIGHT    -        -30.868 (meters)                     GEOID18
 TB0055  DYNAMIC HEIGHT  -        399.897 (meters)     1312.00  (feet) COMP
 TB0055  MODELED GRAVITY -    980,782.8   (mgal)                       NAVD 88
 TB0055
 TB0055  VERT ORDER      -  SECOND    CLASS I
 TB0055
 TB0055.The horizontal coordinates were determined by differentially corrected
 TB0055.hand held GPS observations or other comparable positioning techniques
 TB0055.and have an estimated accuracy of +/- 3 meters.
 TB0055
 TB0055.The orthometric height was determined by differential leveling and
 TB0055.adjusted by the NATIONAL GEODETIC SURVEY
 TB0055.in April 2021.
 TB0055
 TB0055.Significant digits in the geoid height do not necessarily reflect accuracy.
 TB0055.GEOID18 height accuracy estimate available here.
 TB0055
 TB0055.Click photographs - Photos may exist for this station.
 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     -   292,756.0     812,942.2     MT  (+/- 3 meters HH1 GPS) 
 TB0055
 TB0055_U.S. NATIONAL GRID SPATIAL ADDRESS: 15UWP0551242275(NAD 83)
 TB0055
 TB0055                          SUPERSEDED SURVEY CONTROL
 TB0055
 TB0055  NAVD 88 (06/15/91)  399.817  (m)         1311.73   (f) SUPERSEDED  1 2
 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
 TB0055.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TB0055.See file dsdata.pdf to determine how the superseded data were derived.
 TB0055
 TB0055_MARKER: DV = VERTICAL CONTROL DISK
 TB0055_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 TB0055_SP_SET: ROD
 TB0055_STAMPING: 258 N 1973
 TB0055_MARK LOGO: NGS
 TB0055_PROJECTION: FLUSH
 TB0055_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 TB0055_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 TB0055_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 TB0055+SATELLITE: SATELLITE OBSERVATIONS - August 28, 2017
 TB0055
 TB0055  HISTORY     - Date     Condition        Report By
 TB0055  HISTORY     - 19730401 MONUMENTED       NGS
 TB0055  HISTORY     - 1979     GOOD             NGS
 TB0055  HISTORY     - 20170828 GOOD             MNDT
 TB0055
 TB0055                          STATION DESCRIPTION
 TB0055
 TB0055'DESCRIBED BY NATIONAL GEODETIC SURVEY 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.
 TB0055
 TB0055                          STATION RECOVERY (2017)
 TB0055
 TB0055'RECOVERY NOTE BY MN DEPT OF TRANSP 2017 (KMS)
 TB0055'THE MARK IS LOCATED ABOUT 12.35 MI (19.87 KM) NORTH-NORTHWEST OF ORR.
 TB0055'
 TB0055'TO REACH THE MARK GO 14.55 MI (23.41 KM) NORTH-NORTHWEST ALONG TRUNK
 TB0055'HIGHWAY 53 FROM THE JUNCTION OF TRUNK HIGHWAY 53 AND COUNTY ROAD 23 IN
 TB0055'ORR TO TRUNK HIGHWAY 53 MILE POINT 124.35, THEN 0.05 MI (0.08 KM) EAST
 TB0055'ON DRIVEWAY NUMBER 6988.
 TB0055'
 TB0055'THE MARK IS 14.0 FT (4.3 M) NORTH OF DRIVEWAY NUMBER 6988, 0.8 FT (24
 TB0055'CM) WEST OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 TB0059 ***********************************************************************
 TB0059  DESIGNATION -  258 P
 TB0059  PID         -  TB0059
 TB0059  STATE/COUNTY-  MN/ST LOUIS
 TB0059  COUNTRY     -  US
 TB0059  USGS QUAD   -  ASH LAKE (2019)
 TB0059
 TB0059                         *CURRENT SURVEY CONTROL
 TB0059  ______________________________________________________________________
 TB0059* NAD 83(1986) POSITION- 48 13 04.     (N) 092 54 50.     (W)   SCALED
 TB0059* NAVD 88 ORTHO HEIGHT -   401.696 (meters)     1317.90  (feet) ADJUSTED
 TB0059  ______________________________________________________________________
 TB0059  GEOID HEIGHT    -        -30.877 (meters)                     GEOID18
 TB0059  DYNAMIC HEIGHT  -        401.768 (meters)     1318.13  (feet) COMP
 TB0059  MODELED GRAVITY -    980,779.8   (mgal)                       NAVD 88
 TB0059
 TB0059  VERT ORDER      -  SECOND    CLASS 0
 TB0059
 TB0059.The horizontal coordinates were scaled from a map and have
 TB0059.an estimated accuracy of +/- 6 seconds.
 TB0059
 TB0059.The orthometric height was determined by differential leveling and
 TB0059.adjusted by the NATIONAL GEODETIC SURVEY
 TB0059.in June 1991.
 TB0059
 TB0059.Significant digits in the geoid height do not necessarily reflect accuracy.
 TB0059.GEOID18 height accuracy estimate available here.
 TB0059
 TB0059.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15UWP063405(NAD 83)
 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
 TB0059.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TB0059.See file dsdata.pdf to determine how the superseded data were derived.
 TB0059
 TB0059_MARKER: DD = SURVEY DISK
 TB0059_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 TB0059+WITH SETTING: INFORMATION.
 TB0059_SP_SET: ROD
 TB0059_STAMPING: 258-P 1973
 TB0059_MAGNETIC: I = MARKER IS A STEEL ROD
 TB0059_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TB0059
 TB0059  HISTORY     - Date     Condition        Report By
 TB0059  HISTORY     - 1973     MONUMENTED       MNHD
 TB0059  HISTORY     - 20170828 MARK NOT FOUND   MNDT
 TB0059
 TB0059                          STATION DESCRIPTION
 TB0059
 TB0059'DESCRIBED BY MN HIGHWAY DEPT 1973
 TB0059'12.1 MI NORTH-NORTHWEST FROM ORR.  FROM THE JUNCTION OF TRUNK HIGHWAY
 TB0059'53 AND COUNTY ROAD 23 (EAST) AT ORR, GO NORTHERLY ON TRUNK HIGHWAY 53
 TB0059'FOR 13.2 MILES TO THE JUNCTION OF COUNTY ROAD 519 AT ASH LAKE AND MARK
 TB0059'ON THE LEFT (MILEPOST 123.1).
 TB0059'
 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.
 TB0059'
 TB0059'THE MARK IS CRIMPED ON A 5/8 INCH BY 9 FOOT COPPER COATED STEEL ROAD
 TB0059'DRIVEN IN THE GROUND.  IT PROJECTS 2 INCHES ABOVE THE SURFACE OF THE
 TB0059'GROUND AND IS 2 FEET BELOW THE LEVEL OF TRUNK HIGHWAY 53. SW 1/4
 TB0059'SECTION 9, T 66N,R 20W.
 TB0059
 TB0059                          STATION RECOVERY (2017)
 TB0059
 TB0059'RECOVERY NOTE BY MN DEPT OF TRANSP 2017 (KMS)
 TB0059'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 TB0616 ***********************************************************************
 TB0616  DESIGNATION -  258 Q RESET
 TB0616  PID         -  TB0616
 TB0616  STATE/COUNTY-  MN/ST LOUIS
 TB0616  COUNTRY     -  US
 TB0616  USGS QUAD   -  ASH LAKE (2019)
 TB0616
 TB0616                         *CURRENT SURVEY CONTROL
 TB0616  ______________________________________________________________________
 TB0616* NAD 83(1986) POSITION- 48 10 14.     (N) 092 52 45.     (W)   SCALED
 TB0616* NAVD 88 ORTHO HEIGHT -   408.624 (meters)     1340.63  (feet) ADJUSTED
 TB0616  ______________________________________________________________________
 TB0616  GEOID HEIGHT    -        -30.897 (meters)                     GEOID18
 TB0616  DYNAMIC HEIGHT  -        408.694 (meters)     1340.86  (feet) COMP
 TB0616  MODELED GRAVITY -    980,771.7   (mgal)                       NAVD 88
 TB0616
 TB0616  VERT ORDER      -  FIRST     CLASS II
 TB0616
 TB0616.The horizontal coordinates were scaled from a map and have
 TB0616.an estimated accuracy of +/- 6 seconds.
 TB0616
 TB0616.The orthometric height was determined by differential leveling and
 TB0616.adjusted by the NATIONAL GEODETIC SURVEY
 TB0616.in June 1991.
 TB0616
 TB0616.Significant digits in the geoid height do not necessarily reflect accuracy.
 TB0616.GEOID18 height accuracy estimate available here.
 TB0616
 TB0616.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15UWP089352(NAD 83)
 TB0616
 TB0616                          SUPERSEDED SURVEY CONTROL
 TB0616
 TB0616.No superseded survey control is available for this station.
 TB0616
 TB0616_MARKER: DV = VERTICAL CONTROL DISK
 TB0616_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 TB0616_STAMPING: 258 Q RESET 1979
 TB0616_MARK LOGO: NGS
 TB0616_PROJECTION: FLUSH
 TB0616_MAGNETIC: I = MARKER IS A STEEL ROD
 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 = MARCH 21, 2026 06:05:54 EDT
 DF5923 ***********************************************************************
 DF5923  DESIGNATION -  26
 DF5923  PID         -  DF5923
 DF5923  STATE/COUNTY-  MN/PINE
 DF5923  COUNTRY     -  US
 DF5923  USGS QUAD   -  LAKE CLAYTON (2019)
 DF5923
 DF5923                         *CURRENT SURVEY CONTROL
 DF5923  ______________________________________________________________________
 DF5923* NAD 83(2011) POSITION- 45 58 58.84934(N) 092 40 18.51668(W)   ADJUSTED
 DF5923* NAD 83(2011) ELLIP HT-   260.290 (meters)        (06/27/12)   ADJUSTED
 DF5923* NAD 83(2011) EPOCH   -  2010.00
 DF5923* NAVD 88 ORTHO HEIGHT -   287.1   (meters)      942.    (feet) GPS OBS
 DF5923  ______________________________________________________________________
 DF5923  NAVD 88 orthometric height was determined with geoid model    GEOID99
 DF5923  GEOID HEIGHT    -        -26.694 (meters)                     GEOID99
 DF5923  GEOID HEIGHT    -        -26.738 (meters)                     GEOID18
 DF5923  NAD 83(2011) X  -   -206,963.963 (meters)                     COMP
 DF5923  NAD 83(2011) Y  - -4,435,032.492 (meters)                     COMP
 DF5923  NAD 83(2011) Z  -  4,564,122.976 (meters)                     COMP
 DF5923  LAPLACE CORR    -          5.83  (seconds)                    DEFLEC18
 DF5923
 DF5923  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DF5923  Standards:
 DF5923         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DF5923            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DF5923  -------------------------------------------------------------------
 DF5923  NETWORK    0.86   0.71           0.38   0.32   0.36      0.09762935
 DF5923  -------------------------------------------------------------------
 DF5923  Click here for local accuracies and other accuracy information.
 DF5923
 DF5923.The horizontal coordinates were established by GPS observations
 DF5923.and adjusted by the National Geodetic Survey in June 2012.
 DF5923
 DF5923.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DF5923.been affixed to the stable North American tectonic plate. See 
 DF5923.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DF5923
 DF5923.The horizontal coordinates are valid at the epoch date displayed above
 DF5923.which is a decimal equivalence of Year/Month/Day.
 DF5923
 DF5923.The orthometric height was determined by GPS observations and a
 DF5923.high-resolution geoid model.
 DF5923
 DF5923.Significant digits in the geoid height do not necessarily reflect accuracy.
 DF5923.GEOID18 height accuracy estimate available here.
 DF5923
 DF5923.Click photographs - Photos may exist for this station.
 DF5923
 DF5923.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DF5923
 DF5923.The Laplace correction was computed from DEFLEC18 derived deflections.
 DF5923
 DF5923.The ellipsoidal height was determined by GPS observations
 DF5923.and is referenced to NAD 83.
 DF5923
 DF5923. The following values were computed from the NAD 83(2011) position.
 DF5923
 DF5923;                    North         East     Units Scale Factor Converg.
 DF5923;SPC MN C     -   210,476.258   922,273.861   MT  0.99994078   +1 08 29.9
 DF5923;SPC MN C     -   690,537.52  3,025,826.83   sFT  0.99994078   +1 08 29.9
 DF5923;UTM  15      - 5,092,212.557   525,420.267   MT  0.99960794   +0 14 09.6
 DF5923
 DF5923!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF5923!SPC MN C     -   0.99995920  x   0.99994078  =   0.99989998
 DF5923!UTM  15      -   0.99995920  x   0.99960794  =   0.99956715
 DF5923
 DF5923_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWL2542092212(NAD 83)
 DF5923
 DF5923                          SUPERSEDED SURVEY CONTROL
 DF5923
 DF5923  NAD 83(2007)-  45 58 58.84938(N)    092 40 18.51738(W) AD(2002.00) 0
 DF5923  ELLIP H (02/10/07)  260.321  (m)                       GP(2002.00)    
 DF5923  NAD 83(1996)-  45 58 58.84933(N)    092 40 18.51695(W) AD(       ) 1
 DF5923  ELLIP H (05/27/03)  260.368  (m)                       GP(       ) 3 1
 DF5923
 DF5923.Superseded values are not recommended for survey control.
 DF5923
 DF5923.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF5923.See file dsdata.pdf to determine how the superseded data were derived.
 DF5923
 DF5923_MARKER: DD = SURVEY DISK
 DF5923_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF5923_STAMPING: NO 26
 DF5923_MARK LOGO: MN-115
 DF5923_PROJECTION: FLUSH
 DF5923_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DF5923_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DF5923+STABILITY: SURFACE MOTION
 DF5923_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF5923+SATELLITE: SATELLITE OBSERVATIONS - November 20, 2019
 DF5923
 DF5923  HISTORY     - Date     Condition        Report By
 DF5923  HISTORY     - 1999     MONUMENTED       MN-115
 DF5923  HISTORY     - 20080507 GOOD             MNDT
 DF5923  HISTORY     - 20120725 GOOD             MNDT
 DF5923  HISTORY     - 20191120 GOOD             MNDT
 DF5923
 DF5923                          STATION DESCRIPTION
 DF5923
 DF5923'DESCRIBED BY PINE COUNTY MINNESOTA 1999 (MBR)
 DF5923'9 MI (14.5 KM) EAST OF HINCKLEY ON TH 48 THEN 2 MI (3.2 KM) SOUTH ON
 DF5923'CO RD 21 THEN 3.35 MI (5.39 KM) EAST ON CO RD 136, 32 FT (9.8 M) NORTH
 DF5923'OF CO RD 136, 158 FT (48.2 M) WEST OF ROAD SOUTH, 10 FT (3.0 M) WEST
 DF5923'OF P-POLE, 2 FT (0.6 M) SOUTH OF WIT POST.
 DF5923
 DF5923                          STATION RECOVERY (2008)
 DF5923
 DF5923'RECOVERY NOTE BY MN DEPT OF TRANSP 2008 (WAS)
 DF5923'RECOVERED AS DESCRIBED.
 DF5923
 DF5923                          STATION RECOVERY (2012)
 DF5923
 DF5923'RECOVERY NOTE BY MN DEPT OF TRANSP 2012 (DXS)
 DF5923'RECOVERED AS DESCRIBED.
 DF5923
 DF5923                          STATION RECOVERY (2019)
 DF5923
 DF5923'RECOVERY NOTE BY MN DEPT OF TRANSP 2019 (MPP)
 DF5923'14.0 MI (22.5 KM) EAST-SOUTHEAST OF HINCKLEY, 9.0 MI (14.5 KM) EAST
 DF5923'ALONG TRUNK HIGHWAY 48 FROM THE JUNCTION OF TRUNK HIGHWAY 48 AND
 DF5923'INTERSTATE HIGHWAY 35 AT HINCKLEY, TO COUNTY ROAD 21 AT CLOVERDALE,
 DF5923'THEN 2.0 MI (3.2 KM) SOUTH ALONG COUNTY ROAD 21, THEN 3.35 MI (5.39
 DF5923'KM) EAST ALONG COUNTY ROAD 136 (SAND RIVER ROAD), 32.0 FT (9.8 M)
 DF5923'NORTH OF COUNTY ROAD 136, 2.0 FT (0.6 M) SOUTH OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DF8693 ***********************************************************************
 DF8693  DESIGNATION -  26
 DF8693  PID         -  DF8693
 DF8693  STATE/COUNTY-  MN/KANABEC
 DF8693  COUNTRY     -  US
 DF8693  USGS QUAD   -  MORA NORTH (2019)
 DF8693
 DF8693                         *CURRENT SURVEY CONTROL
 DF8693  ______________________________________________________________________
 DF8693* NAD 83(2011) POSITION- 45 58 28.43956(N) 093 16 38.54325(W)   ADJUSTED
 DF8693* NAD 83(2011) ELLIP HT-   294.060 (meters)        (06/27/12)   ADJUSTED
 DF8693* NAD 83(2011) EPOCH   -  2010.00
 DF8693* NAVD 88 ORTHO HEIGHT -   321.772 (meters)     1055.68  (feet) ADJUSTED
 DF8693  ______________________________________________________________________
 DF8693  GEOID HEIGHT    -        -27.719 (meters)                     GEOID18
 DF8693  NAD 83(2011) X  -   -253,865.628 (meters)                     COMP
 DF8693  NAD 83(2011) Y  - -4,433,294.919 (meters)                     COMP
 DF8693  NAD 83(2011) Z  -  4,563,494.759 (meters)                     COMP
 DF8693  LAPLACE CORR    -         -3.71  (seconds)                    DEFLEC18
 DF8693  DYNAMIC HEIGHT  -        321.772 (meters)     1055.68  (feet) COMP
 DF8693  MODELED GRAVITY -    980,606.8   (mgal)                       NAVD 88
 DF8693
 DF8693  VERT ORDER      -  SECOND    CLASS I
 DF8693
 DF8693  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DF8693  Standards:
 DF8693         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DF8693            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DF8693  -------------------------------------------------------------------
 DF8693  NETWORK    0.48   0.65           0.22   0.17   0.33     -0.03844454
 DF8693  -------------------------------------------------------------------
 DF8693  Click here for local accuracies and other accuracy information.
 DF8693
 DF8693.The horizontal coordinates were established by GPS observations
 DF8693.and adjusted by the National Geodetic Survey in June 2012.
 DF8693
 DF8693.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DF8693.been affixed to the stable North American tectonic plate. See 
 DF8693.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DF8693
 DF8693.The horizontal coordinates are valid at the epoch date displayed above
 DF8693.which is a decimal equivalence of Year/Month/Day.
 DF8693
 DF8693.The orthometric height was determined by differential leveling and
 DF8693.adjusted by the NATIONAL GEODETIC SURVEY
 DF8693.in November 2013.
 DF8693
 DF8693.Significant digits in the geoid height do not necessarily reflect accuracy.
 DF8693.GEOID18 height accuracy estimate available here.
 DF8693
 DF8693.Click photographs - Photos may exist for this station.
 DF8693
 DF8693.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DF8693
 DF8693.The Laplace correction was computed from DEFLEC18 derived deflections.
 DF8693
 DF8693.The ellipsoidal height was determined by GPS observations
 DF8693.and is referenced to NAD 83.
 DF8693
 DF8693.The dynamic height is computed by dividing the NAVD 88
 DF8693.geopotential number by the normal gravity value computed on the
 DF8693.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DF8693.degrees latitude (g = 980.6199 gals.).
 DF8693
 DF8693.The modeled gravity was interpolated from observed gravity values.
 DF8693
 DF8693. The following values were computed from the NAD 83(2011) position.
 DF8693
 DF8693;                    North         East     Units Scale Factor Converg.
 DF8693;SPC MN C     -   208,781.963   875,371.110   MT  0.99994169   +0 42 12.9
 DF8693;SPC MN C     -   684,978.82  2,871,946.72   sFT  0.99994169   +0 42 12.9
 DF8693;UTM  15      - 5,091,259.065   478,512.521   MT  0.99960568   -0 11 58.0
 DF8693
 DF8693!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF8693!SPC MN C     -   0.99995390  x   0.99994169  =   0.99989560
 DF8693!UTM  15      -   0.99995390  x   0.99960568  =   0.99955960
 DF8693
 DF8693_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL7851291259(NAD 83)
 DF8693
 DF8693                          SUPERSEDED SURVEY CONTROL
 DF8693
 DF8693  NAD 83(2007)-  45 58 28.43970(N)    093 16 38.54390(W) AD(2002.00) 0
 DF8693  ELLIP H (02/10/07)  294.092  (m)                       GP(2002.00)    
 DF8693  NAD 83(1996)-  45 58 28.43961(N)    093 16 38.54356(W) AD(       ) 1
 DF8693  ELLIP H (10/22/03)  294.133  (m)                       GP(       ) 3 2
 DF8693  NAVD 88 (10/22/03)  321.8    (m)  GEOID99  model used  GPS OBS        
 DF8693
 DF8693.Superseded values are not recommended for survey control.
 DF8693
 DF8693.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF8693.See file dsdata.pdf to determine how the superseded data were derived.
 DF8693
 DF8693_MARKER: DD = SURVEY DISK
 DF8693_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF8693_STAMPING: 26
 DF8693_MARK LOGO: MN-065
 DF8693_PROJECTION: FLUSH
 DF8693_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DF8693_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DF8693+STABILITY: SURFACE MOTION
 DF8693_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF8693+SATELLITE: SATELLITE OBSERVATIONS - June 18, 2024
 DF8693
 DF8693  HISTORY     - Date     Condition        Report By
 DF8693  HISTORY     - 2001     MONUMENTED       MN-065
 DF8693  HISTORY     - 20061129 GOOD             MNDT
 DF8693  HISTORY     - 20170612 GOOD             MNDT
 DF8693  HISTORY     - 20200513 GOOD             MNDT
 DF8693  HISTORY     - 20240618 GOOD             MNDT
 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.
 DF8693
 DF8693                          STATION RECOVERY (2006)
 DF8693
 DF8693'RECOVERY NOTE BY MN DEPT OF TRANSP 2006 (MAS)
 DF8693'THE STATION IS LOCATED ABOUT 6.8 MI (10.9 KM) NORTH OF MORA, 6.5 MI
 DF8693'(10.5 KM) NORTHWEST OF QUAMBA AND 5.8 MI (9.3 KM) SOUTH OF WARMAN.
 DF8693'
 DF8693'THE MARK IS 7.0 MI (11.3 KM) NORTH OF MORA ON TRUNK HIGHWAY 65, 7.1 MI
 DF8693'(11.4 KM) NORTH ALONG TRUNK HIGHWAY 65 FROM THE JUNCTION OF TRUNK
 DF8693'HIGHWAY 65 AND TRUNK HIGHWAY 23 IN MORA, AT TRUNK HIGHWAY 65 MILE
 DF8693'POINT 72.
 DF8693'
 DF8693'IT IS 70.0 FT (21.3 M) EAST OF CENTER LINE OF TRUNK HIGHWAY 65, 8.0 FT
 DF8693'(2.4 M) SOUTHWEST OF POWER POLE, 2.0 FT (0.6 M) SOUTH OF A WITNESS
 DF8693'POST.
 DF8693
 DF8693                          STATION RECOVERY (2017)
 DF8693
 DF8693'RECOVERY NOTE BY MN DEPT OF TRANSP 2017 (MAS)
 DF8693'7.0 MI (11.3 KM) NORTH OF MORA, 7.0 MI (11.3 KM) NORTH ALONG TRUNK
 DF8693'HIGHWAY 65 FROM THE JUNCTION OF TRUNK HIGHWAY 65 AND TRUNK HIGHWAY 23
 DF8693'IN MORA, AT TRUNK HIGHWAY 65 MILE POINT 71.95, 70.0 FT (21.3 M) EAST
 DF8693'OF TRUNK HIGHWAY 65, 8.0 FT (2.4 M) SOUTHWEST OF A POWER POLE, 2.0 FT
 DF8693'(0.6 M) SOUTH OF A WITNESS POST.
 DF8693
 DF8693                          STATION RECOVERY (2020)
 DF8693
 DF8693'RECOVERY NOTE BY MN DEPT OF TRANSP 2020 (TJD)
 DF8693'RECOVERED IN GOOD CONDITION.
 DF8693
 DF8693                          STATION RECOVERY (2024)
 DF8693
 DF8693'RECOVERY NOTE BY MN DEPT OF TRANSP 2024 (MPP)
 DF8693'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 AH9860 ***********************************************************************
 AH9860  DESIGNATION -  26 CER
 AH9860  PID         -  AH9860
 AH9860  STATE/COUNTY-  MN/CLEARWATER
 AH9860  COUNTRY     -  US
 AH9860  USGS QUAD   -  ROY LAKE (2019)
 AH9860
 AH9860                         *CURRENT SURVEY CONTROL
 AH9860  ______________________________________________________________________
 AH9860* NAD 83(1986) POSITION- 47 18 46.     (N) 095 30 34.     (W)   SCALED
 AH9860* NAVD 88 ORTHO HEIGHT -   474.970 (meters)     1558.30  (feet) ADJUSTED
 AH9860  ______________________________________________________________________
 AH9860  GEOID HEIGHT    -        -27.399 (meters)                     GEOID18
 AH9860  DYNAMIC HEIGHT  -        475.004 (meters)     1558.41  (feet) COMP
 AH9860  MODELED GRAVITY -    980,669.8   (mgal)                       NAVD 88
 AH9860
 AH9860  VERT ORDER      -  SECOND    CLASS I
 AH9860
 AH9860.The horizontal coordinates were scaled from a map and have
 AH9860.an estimated accuracy of +/- 6 seconds.
 AH9860
 AH9860.The orthometric height was determined by differential leveling and
 AH9860.adjusted by the NATIONAL GEODETIC SURVEY
 AH9860.in August 2019.
 AH9860
 AH9860.Significant digits in the geoid height do not necessarily reflect accuracy.
 AH9860.GEOID18 height accuracy estimate available here.
 AH9860
 AH9860.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUN103429(NAD 83)
 AH9860
 AH9860                          SUPERSEDED SURVEY CONTROL
 AH9860
 AH9860  NAVD 88 (06/02/04)  474.975  (m)         1558.31   (f) SUPERSEDED  2 1
 AH9860
 AH9860.Superseded values are not recommended for survey control.
 AH9860
 AH9860.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH9860.See file dsdata.pdf to determine how the superseded data were derived.
 AH9860
 AH9860_MARKER: DD = SURVEY DISK
 AH9860_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 AH9860_STAMPING: 1557 26 CER 1967
 AH9860_MARK LOGO: USGS
 AH9860_PROJECTION: FLUSH
 AH9860_MAGNETIC: I = MARKER IS A STEEL ROD
 AH9860_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AH9860_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AH9860+SATELLITE: SATELLITE OBSERVATIONS - August 01, 2023
 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  HISTORY     - 20190917 GOOD             MNDT
 AH9860  HISTORY     - 20230801 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.
 AH9860
 AH9860                          STATION RECOVERY (2019)
 AH9860
 AH9860'RECOVERY NOTE BY MN DEPT OF TRANSP 2019 (KMS)
 AH9860'RECOVERED AS DESCRIBED.
 AH9860
 AH9860                          STATION RECOVERY (2023)
 AH9860
 AH9860'RECOVERY NOTE BY MN DEPT OF TRANSP 2023 (KMS)
 AH9860'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DH3927 ***********************************************************************
 DH3927  DESIGNATION -  26 DWB
 DH3927  PID         -  DH3927
 DH3927  STATE/COUNTY-  MN/MARTIN
 DH3927  COUNTRY     -  US
 DH3927  USGS QUAD   -  SAINT JAMES SE (2019)
 DH3927
 DH3927                         *CURRENT SURVEY CONTROL
 DH3927  ______________________________________________________________________
 DH3927* NAD 83(2011) POSITION- 43 49 08.35285(N) 094 36 50.21872(W)   ADJUSTED
 DH3927* NAD 83(2011) ELLIP HT-   332.343 (meters)        (06/27/12)   ADJUSTED
 DH3927* NAD 83(2011) EPOCH   -  2010.00
 DH3927* NAVD 88 ORTHO HEIGHT -   360.2   (meters)     1182.    (feet) GPS OBS
 DH3927  ______________________________________________________________________
 DH3927  NAVD 88 orthometric height was determined with geoid model    GEOID03
 DH3927  GEOID HEIGHT    -        -27.786 (meters)                     GEOID03
 DH3927  GEOID HEIGHT    -        -27.861 (meters)                     GEOID18
 DH3927  NAD 83(2011) X  -   -370,808.815 (meters)                     COMP
 DH3927  NAD 83(2011) Y  - -4,594,726.124 (meters)                     COMP
 DH3927  NAD 83(2011) Z  -  4,393,831.989 (meters)                     COMP
 DH3927  LAPLACE CORR    -         -1.51  (seconds)                    DEFLEC18
 DH3927
 DH3927  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DH3927  Standards:
 DH3927         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DH3927            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DH3927  -------------------------------------------------------------------
 DH3927  NETWORK    0.53   0.43           0.24   0.19   0.22     -0.04671680
 DH3927  -------------------------------------------------------------------
 DH3927  Click here for local accuracies and other accuracy information.
 DH3927
 DH3927.The horizontal coordinates were established by GPS observations
 DH3927.and adjusted by the National Geodetic Survey in June 2012.
 DH3927
 DH3927.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DH3927.been affixed to the stable North American tectonic plate. See 
 DH3927.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DH3927
 DH3927.The horizontal coordinates are valid at the epoch date displayed above
 DH3927.which is a decimal equivalence of Year/Month/Day.
 DH3927
 DH3927.The orthometric height was determined by GPS observations and a
 DH3927.high-resolution geoid model.
 DH3927
 DH3927.Significant digits in the geoid height do not necessarily reflect accuracy.
 DH3927.GEOID18 height accuracy estimate available here.
 DH3927
 DH3927.Click photographs - Photos may exist for this station.
 DH3927
 DH3927.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH3927
 DH3927.The Laplace correction was computed from DEFLEC18 derived deflections.
 DH3927
 DH3927.The ellipsoidal height was determined by GPS observations
 DH3927.and is referenced to NAD 83.
 DH3927
 DH3927. The following values were computed from the NAD 83(2011) position.
 DH3927
 DH3927;                    North         East     Units Scale Factor Converg.
 DH3927;SPC MN S     -   191,185.550   750,608.809   MT  0.99999247   -0 25 49.2
 DH3927;SPC MN S     -   627,247.93  2,462,622.40   sFT  0.99999247   -0 25 49.2
 DH3927;UTM  15      - 4,853,034.293   370,209.534   MT  0.99980720   -1 07 03.5
 DH3927
 DH3927!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH3927!SPC MN S     -   0.99994789  x   0.99999247  =   0.99994036
 DH3927!UTM  15      -   0.99994789  x   0.99980720  =   0.99975510
 DH3927
 DH3927_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUJ7020953034(NAD 83)
 DH3927
 DH3927                          SUPERSEDED SURVEY CONTROL
 DH3927
 DH3927  NAD 83(2007)-  43 49 08.35289(N)    094 36 50.21955(W) AD(2002.00) 0
 DH3927  ELLIP H (02/10/07)  332.371  (m)                       GP(2002.00)    
 DH3927  NAD 83(1996)-  43 49 08.35221(N)    094 36 50.21894(W) AD(       ) 1
 DH3927  ELLIP H (05/31/05)  332.410  (m)                       GP(       ) 4 1
 DH3927
 DH3927.Superseded values are not recommended for survey control.
 DH3927
 DH3927.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH3927.See file dsdata.pdf to determine how the superseded data were derived.
 DH3927
 DH3927_MARKER: DD = SURVEY DISK
 DH3927_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 DH3927_STAMPING: 1182 26 DWB 1967
 DH3927_MARK LOGO: USGS
 DH3927_PROJECTION: FLUSH
 DH3927_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DH3927_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DH3927_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH3927+SATELLITE: SATELLITE OBSERVATIONS - August 26, 2019
 DH3927
 DH3927  HISTORY     - Date     Condition        Report By
 DH3927  HISTORY     - 1967     MONUMENTED       USGS
 DH3927  HISTORY     - 2004     GOOD             MNDT
 DH3927  HISTORY     - 20160826 GOOD             MNDT
 DH3927  HISTORY     - 20180613 GOOD             MNDT
 DH3927  HISTORY     - 20190826 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.
 DH3927
 DH3927                          STATION RECOVERY (2016)
 DH3927
 DH3927'RECOVERY NOTE BY MN DEPT OF TRANSP 2016 (MPP)
 DH3927'RECOVERED IN GOOD CONDITION.
 DH3927
 DH3927                          STATION RECOVERY (2018)
 DH3927
 DH3927'RECOVERY NOTE BY MN DEPT OF TRANSP 2018 (KMS)
 DH3927'4.7 MI (7.6 KM) SOUTHEAST OF ORMSBY, 4.10 MI (6.60 KM) EAST ALONG
 DH3927'COUNTY ROAD 8 FROM THE JUNCTION OF COUNTY ROAD 8 AND TRUNK HIGHWAY 4
 DH3927'IN ORMSBY, THEN 2.0 MI (3.2 KM) SOUTH ON COUNTY ROAD 27, 86.0 FT (26.2
 DH3927'M) SOUTH OF COUNTY ROAD 50 (230TH STREET), 100.0 FT (30.5 M) EAST OF
 DH3927'COUNTY ROAD 27 (130TH AVENUE), 37.6 FT (11.5 M) SOUTHWEST OF A LARGE
 DH3927'POWER POLE, 13.0 FT (4.0 M) WEST OF A GUY WIRE SOUTH OF A POWER POLE,
 DH3927'1.0 FT (0.3 M) NORTH OF A WITNESS POST.
 DH3927
 DH3927                          STATION RECOVERY (2019)
 DH3927
 DH3927'RECOVERY NOTE BY MN DEPT OF TRANSP 2019 (SEL)
 DH3927'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 CO9516 ***********************************************************************
 CO9516  HT_MOD      -  This is a Height Modernization Survey Station.
 CO9516  DESIGNATION -  26 KEE
 CO9516  PID         -  CO9516
 CO9516  STATE/COUNTY-  MN/POLK
 CO9516  COUNTRY     -  US
 CO9516  USGS QUAD   -  FERTILE (2019)
 CO9516
 CO9516                         *CURRENT SURVEY CONTROL
 CO9516  ______________________________________________________________________
 CO9516* NAD 83(2011) POSITION- 47 30 50.89675(N) 096 19 22.00260(W)   ADJUSTED
 CO9516* NAD 83(2011) ELLIP HT-   311.139 (meters)        (12/05/13)   ADJUSTED
 CO9516* NAD 83(2011) EPOCH   -  2010.00
 CO9516* NAVD 88 ORTHO HEIGHT -   338.18  (meters)     1109.5   (feet) GPS OBS
 CO9516  ______________________________________________________________________
 CO9516  NAVD 88 orthometric height was determined with geoid model    GEOID12A
 CO9516  GEOID HEIGHT    -        -27.052 (meters)                     GEOID12A
 CO9516  GEOID HEIGHT    -        -27.047 (meters)                     GEOID18
 CO9516  NAD 83(2011) X  -   -475,309.893 (meters)                     COMP
 CO9516  NAD 83(2011) Y  - -4,289,666.875 (meters)                     COMP
 CO9516  NAD 83(2011) Z  -  4,680,788.992 (meters)                     COMP
 CO9516  LAPLACE CORR    -          1.01  (seconds)                    DEFLEC18
 CO9516
 CO9516  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 CO9516  Standards:
 CO9516         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 CO9516            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 CO9516  -------------------------------------------------------------------
 CO9516  NETWORK    1.35   1.22           0.64   0.40   0.62      0.17484111
 CO9516  -------------------------------------------------------------------
 CO9516  Click here for local accuracies and other accuracy information.
 CO9516
 CO9516.The horizontal coordinates were established by GPS observations
 CO9516.and adjusted by the MN DEPT OF TRANSP in December 2013.
 CO9516
 CO9516.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 CO9516.been affixed to the stable North American tectonic plate. See 
 CO9516.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 CO9516
 CO9516.The horizontal coordinates are valid at the epoch date displayed above
 CO9516.which is a decimal equivalence of Year/Month/Day.
 CO9516
 CO9516.The orthometric height was determined by GPS observations and a
 CO9516.high-resolution geoid model using precise GPS observation and
 CO9516.processing techniques.
 CO9516
 CO9516.Significant digits in the geoid height do not necessarily reflect accuracy.
 CO9516.GEOID18 height accuracy estimate available here.
 CO9516
 CO9516.Click photographs - Photos may exist for this station.
 CO9516
 CO9516.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CO9516
 CO9516.The Laplace correction was computed from DEFLEC18 derived deflections.
 CO9516
 CO9516.The ellipsoidal height was determined by GPS observations
 CO9516.and is referenced to NAD 83.
 CO9516
 CO9516. The following values were computed from the NAD 83(2011) position.
 CO9516
 CO9516;                    North         East     Units Scale Factor Converg.
 CO9516;SPC MN N     -   217,804.137   557,339.674   MT  0.99991846   -2 23 19.6
 CO9516;SPC MN N     -   714,579.07  1,828,538.58   sFT  0.99991846   -2 23 19.6
 CO9516;UTM  14      - 5,265,775.050   701,570.246   MT  1.00009933   +1 58 29.9
 CO9516
 CO9516!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CO9516!SPC MN N     -   0.99995123  x   0.99991846  =   0.99986970
 CO9516!UTM  14      -   0.99995123  x   1.00009933  =   1.00005056
 CO9516
 CO9516_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQT0157065775(NAD 83)
 CO9516
 CO9516                          SUPERSEDED SURVEY CONTROL
 CO9516
 CO9516.No superseded survey control is available for this station.
 CO9516
 CO9516_MARKER: DB = BENCH MARK DISK
 CO9516_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CO9516_STAMPING: 26 KEE 1963
 CO9516_MARK LOGO: USGS
 CO9516_PROJECTION: FLUSH
 CO9516_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 CO9516_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CO9516+STABILITY: SURFACE MOTION
 CO9516_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CO9516+SATELLITE: SATELLITE OBSERVATIONS - July 21, 2021
 CO9516
 CO9516  HISTORY     - Date     Condition        Report By
 CO9516  HISTORY     - 19630401 MONUMENTED       USGS
 CO9516  HISTORY     - 20130206 GOOD             MNDT
 CO9516  HISTORY     - 20210721 GOOD             MNDT
 CO9516
 CO9516                          STATION DESCRIPTION
 CO9516
 CO9516'DESCRIBED BY MN DEPT OF TRANSP 2013 (DXS)
 CO9516'2.5 MILES SOUTHWEST OF FERTILE, 1.0 MILE SOUTH ALONG TRUNK HIGHWAY 32
 CO9516'FROM JUNCTION OF TRUNK HIGHWAY 32 AND COUNTY ROAD 1 EAST IN FERTILE,
 CO9516'AT TRUNK HIGHWAY 32 MILEPOINT 59.9, 2.0 MILES WEST ALONG 450TH STREET
 CO9516'SOUTHWEST, 67.4 FEET EAST OF EXTENDED 130TH AVENUE SOUTHWEST, 56.9
 CO9516'FEET SOUTH OF 450TH STREET, 5.0 FEET WEST OF NORTHWEST CORNER OF CABLE
 CO9516'BOX, 3.5 FEET NORTHWEST OF CABLE BOX NUMBER 19 A, 4.5 FEET NORTHEAST
 CO9516'OF POWER POLE / WITNESS POST.
 CO9516
 CO9516                          STATION RECOVERY (2021)
 CO9516
 CO9516'RECOVERY NOTE BY MN DEPT OF TRANSP 2021 (KMS)
 CO9516'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DH5944 ***********************************************************************
 DH5944  DESIGNATION -  26 LNB
 DH5944  PID         -  DH5944
 DH5944  STATE/COUNTY-  MN/OTTER TAIL
 DH5944  COUNTRY     -  US
 DH5944  USGS QUAD   -  PARKERS PRAIRIE (2019)
 DH5944
 DH5944                         *CURRENT SURVEY CONTROL
 DH5944  ______________________________________________________________________
 DH5944* NAD 83(1986) POSITION- 46 14 24.     (N) 095 16 10.     (W)   SCALED
 DH5944* NAVD 88 ORTHO HEIGHT -   438.425 (meters)     1438.40  (feet) ADJUSTED
 DH5944  ______________________________________________________________________
 DH5944  GEOID HEIGHT    -        -26.631 (meters)                     GEOID18
 DH5944  DYNAMIC HEIGHT  -        438.423 (meters)     1438.39  (feet) COMP
 DH5944  MODELED GRAVITY -    980,597.3   (mgal)                       NAVD 88
 DH5944
 DH5944  VERT ORDER      -  THIRD
 DH5944
 DH5944.The horizontal coordinates were scaled from a map and have
 DH5944.an estimated accuracy of +/- 6 seconds.
 DH5944
 DH5944.The orthometric height was determined by differential leveling and
 DH5944.adjusted by the NATIONAL GEODETIC SURVEY
 DH5944.in May 2009.
 DH5944
 DH5944.No vertical observational check was made to the station.
 DH5944
 DH5944.Significant digits in the geoid height do not necessarily reflect accuracy.
 DH5944.GEOID18 height accuracy estimate available here.
 DH5944
 DH5944.Click photographs - Photos may exist for this station.
 DH5944
 DH5944.The dynamic height is computed by dividing the NAVD 88
 DH5944.geopotential number by the normal gravity value computed on the
 DH5944.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH5944.degrees latitude (g = 980.6199 gals.).
 DH5944
 DH5944.The modeled gravity was interpolated from observed gravity values.
 DH5944
 DH5944;                    North         East    Units  Estimated Accuracy
 DH5944;SPC MN C     -   238,330.      721,380.      MT  (+/- 180 meters Scaled)
 DH5944
 DH5944_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUM250232(NAD 83)
 DH5944
 DH5944                          SUPERSEDED SURVEY CONTROL
 DH5944
 DH5944.No superseded survey control is available for this station.
 DH5944
 DH5944_MARKER: DB = BENCH MARK DISK
 DH5944_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 DH5944_SP_SET: CONCRETE UNDERPASS
 DH5944_STAMPING: 26 LNB 1967
 DH5944_MARK LOGO: USGS
 DH5944_MAGNETIC: N = NO MAGNETIC MATERIAL
 DH5944_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DH5944+STABILITY: SURFACE MOTION
 DH5944
 DH5944  HISTORY     - Date     Condition        Report By
 DH5944  HISTORY     - 1967     MONUMENTED       USGS
 DH5944
 DH5944                          STATION DESCRIPTION
 DH5944
 DH5944'DESCRIBED BY US GEOLOGICAL SURVEY 1967 (LLB)
 DH5944'ALMORA, 0.5 MI (0.8 KM) S. AND 4.5 MI (7.2 KM) E. OF, BERTHA, 2.0 MI
 DH5944'(3.2 KM) S. AND 10.0 MI (16.1 KM) W. OF, NEAR COR. SECS. 13, 18, 19
 DH5944'AND 24, T. 132 N., RS. 36 AND 37 W., 19 FT (5.8 M) SW. AND 2.4 FT (0.7
 DH5944'M) LOWER THAN CENTER OF CO. HWY. 40, IN TOP OF SW. END OF CONCRETE
 DH5944'UNDERPASS FOR FARM ANIMALS, A STANDARD TABLET STAMPED 26 LNB 1967
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DM1932 ***********************************************************************
 DM1932  DESIGNATION -  26 RB
 DM1932  PID         -  DM1932
 DM1932  STATE/COUNTY-  MN/SWIFT
 DM1932  COUNTRY     -  US
 DM1932  USGS QUAD   -  LAKE HASSEL (2019)
 DM1932
 DM1932                         *CURRENT SURVEY CONTROL
 DM1932  ______________________________________________________________________
 DM1932* NAD 83(2011) POSITION- 45 22 59.95244(N) 095 36 11.87881(W)   ADJUSTED
 DM1932* NAD 83(2011) ELLIP HT-   295.836 (meters)        (06/27/12)   ADJUSTED
 DM1932* NAD 83(2011) EPOCH   -  2010.00
 DM1932* NAVD 88 ORTHO HEIGHT -   322.201 (meters)     1057.09  (feet) ADJUSTED
 DM1932  ______________________________________________________________________
 DM1932  GEOID HEIGHT    -        -26.399 (meters)                     GEOID18
 DM1932  NAD 83(2011) X  -   -438,167.790 (meters)                     COMP
 DM1932  NAD 83(2011) Y  - -4,466,132.404 (meters)                     COMP
 DM1932  NAD 83(2011) Z  -  4,517,581.091 (meters)                     COMP
 DM1932  LAPLACE CORR    -         -0.38  (seconds)                    DEFLEC18
 DM1932  DYNAMIC HEIGHT  -        322.185 (meters)     1057.04  (feet) COMP
 DM1932  MODELED GRAVITY -    980,557.3   (mgal)                       NAVD 88
 DM1932
 DM1932  VERT ORDER      -  SECOND    CLASS I
 DM1932
 DM1932  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DM1932  Standards:
 DM1932         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DM1932            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DM1932  -------------------------------------------------------------------
 DM1932  NETWORK    0.40   0.51           0.18   0.14   0.26      0.04875181
 DM1932  -------------------------------------------------------------------
 DM1932  Click here for local accuracies and other accuracy information.
 DM1932
 DM1932.The horizontal coordinates were established by GPS observations
 DM1932.and adjusted by the National Geodetic Survey in June 2012.
 DM1932
 DM1932.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DM1932.been affixed to the stable North American tectonic plate. See 
 DM1932.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DM1932
 DM1932.The horizontal coordinates are valid at the epoch date displayed above
 DM1932.which is a decimal equivalence of Year/Month/Day.
 DM1932
 DM1932.The orthometric height was determined by differential leveling and
 DM1932.adjusted by the NATIONAL GEODETIC SURVEY
 DM1932.in February 2018.
 DM1932
 DM1932.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM1932.GEOID18 height accuracy estimate available here.
 DM1932
 DM1932.Click photographs - Photos may exist for this station.
 DM1932
 DM1932.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DM1932
 DM1932.The Laplace correction was computed from DEFLEC18 derived deflections.
 DM1932
 DM1932.The ellipsoidal height was determined by GPS observations
 DM1932.and is referenced to NAD 83.
 DM1932
 DM1932.The dynamic height is computed by dividing the NAVD 88
 DM1932.geopotential number by the normal gravity value computed on the
 DM1932.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM1932.degrees latitude (g = 980.6199 gals.).
 DM1932
 DM1932.The modeled gravity was interpolated from observed gravity values.
 DM1932
 DM1932. The following values were computed from the NAD 83(2011) position.
 DM1932
 DM1932;                    North         East     Units Scale Factor Converg.
 DM1932;SPC MN S     -   366,058.576   674,433.581   MT  1.00004069   -1 07 25.7
 DM1932;SPC MN S     - 1,200,977.18  2,212,704.17   sFT  1.00004069   -1 07 25.7
 DM1932;UTM  15      - 5,028,830.771   296,193.707   MT  1.00011073   -1 51 13.4
 DM1932
 DM1932!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DM1932!SPC MN S     -   0.99995362  x   1.00004069  =   0.99999431
 DM1932!UTM  15      -   0.99995362  x   1.00011073  =   1.00006435
 DM1932
 DM1932_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTL9619328830(NAD 83)
 DM1932
 DM1932                          SUPERSEDED SURVEY CONTROL
 DM1932
 DM1932  NAD 83(2007)-  45 22 59.95234(N)    095 36 11.87966(W) AD(2002.00) 1
 DM1932  ELLIP H (08/04/10)  295.867  (m)                       GP(2002.00) 3 1
 DM1932  NAVD 88 (08/04/10)  322.23   (m)  GEOID03  model used  GPS OBS        
 DM1932
 DM1932.Superseded values are not recommended for survey control.
 DM1932
 DM1932.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DM1932.See file dsdata.pdf to determine how the superseded data were derived.
 DM1932
 DM1932_MARKER: DB = BENCH MARK DISK
 DM1932_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 DM1932_STAMPING: 26 RB 1966
 DM1932_MARK LOGO: USGS
 DM1932_PROJECTION: PROJECTING 15 CENTIMETERS
 DM1932_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DM1932_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DM1932_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DM1932+SATELLITE: SATELLITE OBSERVATIONS - June 02, 2021
 DM1932
 DM1932  HISTORY     - Date     Condition        Report By
 DM1932  HISTORY     - 19660401 MONUMENTED       USGS
 DM1932  HISTORY     - 20080226 GOOD             MNDT
 DM1932  HISTORY     - 20151020 GOOD             MNDT
 DM1932  HISTORY     - 20210602 GOOD             MNDT
 DM1932
 DM1932                          STATION DESCRIPTION
 DM1932
 DM1932'DESCRIBED BY MN DEPT OF TRANSP 2008 (MAS)
 DM1932'THE MARK WAS RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.
 DM1932'THE MARK IS 4.8 MILES NORTH OF BENSON, 3.8 MILES NORTH ALONG TRUNK
 DM1932'HIGHWAY 29 FROM THE JUNCTION OF TRUNK HIGHWAY 29 AND TRUNK HIGHWAY 9
 DM1932'IN BENSON TO TRUNK HIGHWAY 29 MILEPOINT 37.7, THEN 1.1 MILES NORTH ON
 DM1932'10TH AVENUE, 50.0 FEET SOUTH OF COUNTY ROAD 22, 40.0 FEET WEST OF
 DM1932'CROSSROAD (10TH AVENUE NORTHEAST), 2.0 FEET NORTH OF FENCE, 5.0 FEET
 DM1932'WEST OF TELEPHONE PEDESTAL, 5.0 FEET WEST OF WITNESS POST.
 DM1932
 DM1932                          STATION RECOVERY (2015)
 DM1932
 DM1932'RECOVERY NOTE BY MN DEPT OF TRANSP 2015 (KMS)
 DM1932'RECOVERED AS DESCRIBED.
 DM1932
 DM1932                          STATION RECOVERY (2021)
 DM1932
 DM1932'RECOVERY NOTE BY MN DEPT OF TRANSP 2021 (KMS)
 DM1932'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 QO0784 ***********************************************************************
 QO0784  DESIGNATION -  26 RDS
 QO0784  PID         -  QO0784
 QO0784  STATE/COUNTY-  MN/ANOKA
 QO0784  COUNTRY     -  US
 QO0784  USGS QUAD   -  CENTERVILLE (2019)
 QO0784
 QO0784                         *CURRENT SURVEY CONTROL
 QO0784  ______________________________________________________________________
 QO0784* NAD 83(1986) POSITION- 45 13 28.37   (N) 093 05 26.29   (W)   HD_HELD1
 QO0784* NAVD 88 ORTHO HEIGHT -   276.822 (meters)      908.21  (feet) ADJUSTED
 QO0784  ______________________________________________________________________
 QO0784  GEOID HEIGHT    -        -27.544 (meters)                     GEOID18
 QO0784  DYNAMIC HEIGHT  -        276.819 (meters)      908.20  (feet) COMP
 QO0784  MODELED GRAVITY -    980,598.9   (mgal)                       NAVD 88
 QO0784
 QO0784  VERT ORDER      -  SECOND    CLASS 0
 QO0784
 QO0784.The horizontal coordinates were determined by differentially corrected
 QO0784.hand held GPS observations or other comparable positioning techniques
 QO0784.and have an estimated accuracy of +/- 3 meters.
 QO0784
 QO0784.The orthometric height was determined by differential leveling and
 QO0784.adjusted by the NATIONAL GEODETIC SURVEY
 QO0784.in June 1991.
 QO0784
 QO0784.Significant digits in the geoid height do not necessarily reflect accuracy.
 QO0784.GEOID18 height accuracy estimate available here.
 QO0784
 QO0784.Click photographs - Photos may exist for this station.
 QO0784
 QO0784.The dynamic height is computed by dividing the NAVD 88
 QO0784.geopotential number by the normal gravity value computed on the
 QO0784.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QO0784.degrees latitude (g = 980.6199 gals.).
 QO0784
 QO0784.The modeled gravity was interpolated from observed gravity values.
 QO0784
 QO0784;                    North         East    Units  Estimated Accuracy
 QO0784;SPC MN S     -   347,578.3     871,418.5     MT  (+/- 3 meters HH1 GPS) 
 QO0784
 QO0784_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL9288407899(NAD 83)
 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
 QO0784.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QO0784.See file dsdata.pdf to determine how the superseded data were derived.
 QO0784
 QO0784_MARKER: DB = BENCH MARK DISK
 QO0784_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 QO0784_STAMPING: 26 RDS 1950
 QO0784_MARK LOGO: USGS
 QO0784_PROJECTION: PROJECTING 8 CENTIMETERS
 QO0784_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 QO0784_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QO0784_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QO0784+SATELLITE: SATELLITE OBSERVATIONS - April 14, 2020
 QO0784
 QO0784  HISTORY     - Date     Condition        Report By
 QO0784  HISTORY     - 1950     MONUMENTED       USGS
 QO0784  HISTORY     - 1966     GOOD             MNDT
 QO0784  HISTORY     - 20200414 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.
 QO0784
 QO0784                          STATION RECOVERY (2020)
 QO0784
 QO0784'RECOVERY NOTE BY MN DEPT OF TRANSP 2020 (MPP)
 QO0784'3.0 MI (4.8 KM) NORTHEAST ALONG COUNTY ROAD 23 (LAKE DRIVE) FROM THE
 QO0784'JUNCTION OF COUNTY ROAD 23 (LAKE DRIVE) AND INTERSTATE HIGHWAY 35 WEST
 QO0784'IN LINO LAKES, 2.1 MI (3.4 KM) NORTH OF THE JUNCTION OF COUNTY ROAD 23
 QO0784'(OLD TRUNK HIGHWAY 8) AND COUNTY ROAD 14 AT LINO LAKES, 200.0 FT (61.0
 QO0784'M) SOUTH OF 141ST AVENUE, 87.0 FT (26.5 M) NORTH OF A DRIVEWAY EAST TO
 QO0784'DAVE'S CAR AND TRUCK REPAIR, 44.0 FT (13.4 M) EAST-SOUTHEAST OF A
 QO0784'SOUTHEAST FENCE CORNER OF THE TNC MINI STORAGE, 42.0 FT (12.8 M) WEST
 QO0784'OF COUNTY ROAD 23 AT A DIM ROAD WEST, 1.0 FT (0.3 M) EAST OF A WITNESS
 QO0784'POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DG5776 ***********************************************************************
 DG5776  DESIGNATION -  26 SEM
 DG5776  PID         -  DG5776
 DG5776  STATE/COUNTY-  MN/AITKIN
 DG5776  COUNTRY     -  US
 DG5776  USGS QUAD   -  MINNEWAWA (2019)
 DG5776
 DG5776                         *CURRENT SURVEY CONTROL
 DG5776  ______________________________________________________________________
 DG5776* NAD 83(1986) POSITION- 46 40 42.     (N) 093 18 59.     (W)   SCALED
 DG5776* NAVD 88 ORTHO HEIGHT -   373.528 (meters)     1225.48  (feet) ADJUSTED
 DG5776  ______________________________________________________________________
 DG5776  GEOID HEIGHT    -        -28.247 (meters)                     GEOID18
 DG5776  DYNAMIC HEIGHT  -        373.552 (meters)     1225.56  (feet) COMP
 DG5776  MODELED GRAVITY -    980,666.0   (mgal)                       NAVD 88
 DG5776
 DG5776  VERT ORDER      -  SECOND    CLASS I
 DG5776
 DG5776.The horizontal coordinates were scaled from a map and have
 DG5776.an estimated accuracy of +/- 6 seconds.
 DG5776
 DG5776.The orthometric height was determined by differential leveling and
 DG5776.adjusted by the NATIONAL GEODETIC SURVEY
 DG5776.in December 2004.
 DG5776
 DG5776.Significant digits in the geoid height do not necessarily reflect accuracy.
 DG5776.GEOID18 height accuracy estimate available here.
 DG5776
 DG5776.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVM758694(NAD 83)
 DG5776
 DG5776                          SUPERSEDED SURVEY CONTROL
 DG5776
 DG5776.No superseded survey control is available for this station.
 DG5776
 DG5776_MARKER: DB = BENCH MARK DISK
 DG5776_SETTING: 37 = SET IN A MASSIVE RETAINING WALL
 DG5776_SP_SET: BRIDGE HEADWALL
 DG5776_STAMPING: 26 SEM 1967
 DG5776_MARK LOGO: USGS
 DG5776_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DG5776_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DG5776_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DG5776+SATELLITE: SATELLITE OBSERVATIONS - September 11, 2000
 DG5776
 DG5776  HISTORY     - Date     Condition        Report By
 DG5776  HISTORY     - 1967     MONUMENTED       USGS
 DG5776  HISTORY     - 20000911 GOOD             MNDT
 DG5776
 DG5776                          STATION DESCRIPTION
 DG5776
 DG5776'DESCRIBED BY MN DEPT OF TRANSP 2000 (WAS)
 DG5776'THE MARK WAS RECOVERED IN GOOD CONDITION.  THE MARK IS 4.8 MI (7.7 KM)
 DG5776'NORTH OF JCT OF TH 65 AND TH 210 AT MCGREGOR, AT TH 65 MP 122.5 5, 17
 DG5776'FT (5.2 M) EAST OF TH 65, IN SOUTH END OF SE HEADWALL OF TH 65 BRDG NO
 DG5776'6339 OVER MINNEWAWA CREEK, AND NOT SUITABLE FOR GPS.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 PQ1095 ***********************************************************************
 PQ1095  DESIGNATION -  26 T
 PQ1095  PID         -  PQ1095
 PQ1095  STATE/COUNTY-  MN/LYON
 PQ1095  COUNTRY     -  US
 PQ1095  USGS QUAD   -  RUSSELL (2019)
 PQ1095
 PQ1095                         *CURRENT SURVEY CONTROL
 PQ1095  ______________________________________________________________________
 PQ1095* NAD 83(1996) POSITION- 44 22 13.24305(N) 095 52 46.80018(W)   ADJUSTED
 PQ1095* NAVD 88 ORTHO HEIGHT -   434.09  (+/-2cm)     1424.2   (feet) VERTCON3
 PQ1095  ______________________________________________________________________
 PQ1095  GEOID HEIGHT    -        -26.752 (meters)                     GEOID18
 PQ1095  LAPLACE CORR    -         -3.87  (seconds)                    DEFLEC18
 PQ1095  HORZ ORDER      -  THIRD
 PQ1095  VERT ORDER      -  THIRD ? (See Below)
 PQ1095
 PQ1095.The horizontal coordinates were established by classical geodetic methods
 PQ1095.and adjusted by the National Geodetic Survey in March 1999.
 PQ1095
 PQ1095.The NAVD 88 height was computed by applying the VERTCON shift value to
 PQ1095.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PQ1095
 PQ1095.Significant digits in the geoid height do not necessarily reflect accuracy.
 PQ1095.GEOID18 height accuracy estimate available here.
 PQ1095
 PQ1095.The vertical order pertains to the NGVD 29 superseded value.
 PQ1095
 PQ1095.Click photographs - Photos may exist for this station.
 PQ1095
 PQ1095.The Laplace correction was computed from DEFLEC18 derived deflections.
 PQ1095
 PQ1095. The following values were computed from the NAD 83(1996) position.
 PQ1095
 PQ1095;                    North         East     Units Scale Factor Converg.
 PQ1095;SPC MN S     -   253,983.088   650,204.516   MT  0.99992465   -1 19 03.0
 PQ1095;SPC MN S     -   833,276.18  2,133,212.65   sFT  0.99992465   -1 19 03.0
 PQ1095;UTM  15      - 4,917,041.251   270,563.973   MT  1.00024743   -2 00 52.6
 PQ1095
 PQ1095!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PQ1095!SPC MN S     -   0.99993613  x   0.99992465  =   0.99986079
 PQ1095!UTM  15      -   0.99993613  x   1.00024743  =   1.00018355
 PQ1095
 PQ1095_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTK7056317041(NAD 83)
 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             433.88   (m)         1423.5    (f) LEVELING    3  
 PQ1095
 PQ1095.Superseded values are not recommended for survey control.
 PQ1095
 PQ1095.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PQ1095.See file dsdata.pdf to determine how the superseded data were derived.
 PQ1095
 PQ1095_MARKER: DB = BENCH MARK DISK
 PQ1095_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PQ1095_STAMPING: 26 T 1960 1423
 PQ1095_MARK LOGO: USGS
 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 = MARCH 21, 2026 06:05:54 EDT
 DH7972 ***********************************************************************
 DH7972  DESIGNATION -  26 TPA
 DH7972  PID         -  DH7972
 DH7972  STATE/COUNTY-  MN/BELTRAMI
 DH7972  COUNTRY     -  US
 DH7972  USGS QUAD   -  RED LAKE (2019)
 DH7972
 DH7972                         *CURRENT SURVEY CONTROL
 DH7972  ______________________________________________________________________
 DH7972* NAD 83(1986) POSITION- 47 47 20.1    (N) 095 03 55.1    (W)   HD_HELD2
 DH7972* NAVD 88 ORTHO HEIGHT -   407.966 (meters)     1338.47  (feet) ADJUSTED
 DH7972  ______________________________________________________________________
 DH7972  GEOID HEIGHT    -        -27.969 (meters)                     GEOID18
 DH7972  DYNAMIC HEIGHT  -        408.027 (meters)     1338.67  (feet) COMP
 DH7972  MODELED GRAVITY -    980,750.5   (mgal)                       NAVD 88
 DH7972
 DH7972  VERT ORDER      -  SECOND    CLASS I
 DH7972
 DH7972.The horizontal coordinates were established by autonomous hand held GPS
 DH7972.observations and have an estimated accuracy of +/- 10 meters.
 DH7972
 DH7972.The orthometric height was determined by differential leveling and
 DH7972.adjusted by the NATIONAL GEODETIC SURVEY
 DH7972.in October 2007.
 DH7972
 DH7972.Significant digits in the geoid height do not necessarily reflect accuracy.
 DH7972.GEOID18 height accuracy estimate available here.
 DH7972
 DH7972.Click photographs - Photos may exist for this station.
 DH7972
 DH7972.The dynamic height is computed by dividing the NAVD 88
 DH7972.geopotential number by the normal gravity value computed on the
 DH7972.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH7972.degrees latitude (g = 980.6199 gals.).
 DH7972
 DH7972.The modeled gravity was interpolated from observed gravity values.
 DH7972
 DH7972;                    North         East    Units  Estimated Accuracy
 DH7972;SPC MN N     -   245,165.      652,771.      MT  (+/- 10 meters HH2 GPS)
 DH7972
 DH7972_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUN4531394905(NAD 83)
 DH7972
 DH7972                          SUPERSEDED SURVEY CONTROL
 DH7972
 DH7972  NAVD 88 (03/21/06)  408.016  (m)         1338.63   (f) SUPERSEDED  2 1
 DH7972
 DH7972.Superseded values are not recommended for survey control.
 DH7972
 DH7972.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH7972.See file dsdata.pdf to determine how the superseded data were derived.
 DH7972
 DH7972_MARKER: DD = SURVEY 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 = MARCH 21, 2026 06:05:54 EDT
 DK7355 ***********************************************************************
 DK7355  DESIGNATION -  2601 A
 DK7355  PID         -  DK7355
 DK7355  STATE/COUNTY-  MN/GRANT
 DK7355  COUNTRY     -  US
 DK7355  USGS QUAD   -  HERMAN (2019)
 DK7355
 DK7355                         *CURRENT SURVEY CONTROL
 DK7355  ______________________________________________________________________
 DK7355* NAD 83(1986) POSITION- 45 49 01.22   (N) 096 09 03.73   (W)   HD_HELD1
 DK7355* NAVD 88 ORTHO HEIGHT -   326.559 (meters)     1071.39  (feet) ADJUSTED
 DK7355  ______________________________________________________________________
 DK7355  GEOID HEIGHT    -        -26.339 (meters)                     GEOID18
 DK7355  DYNAMIC HEIGHT  -        326.555 (meters)     1071.37  (feet) COMP
 DK7355  MODELED GRAVITY -    980,593.7   (mgal)                       NAVD 88
 DK7355
 DK7355  VERT ORDER      -  SECOND    CLASS I
 DK7355
 DK7355.The horizontal coordinates were determined by differentially corrected
 DK7355.hand held GPS observations or other comparable positioning techniques
 DK7355.and have an estimated accuracy of +/- 3 meters.
 DK7355
 DK7355.The orthometric height was determined by differential leveling and
 DK7355.adjusted by the NATIONAL GEODETIC SURVEY
 DK7355.in March 2020.
 DK7355
 DK7355.Significant digits in the geoid height do not necessarily reflect accuracy.
 DK7355.GEOID18 height accuracy estimate available here.
 DK7355
 DK7355.Click photographs - Photos may exist for this station.
 DK7355
 DK7355.The dynamic height is computed by dividing the NAVD 88
 DK7355.geopotential number by the normal gravity value computed on the
 DK7355.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK7355.degrees latitude (g = 980.6199 gals.).
 DK7355
 DK7355.The modeled gravity was interpolated from observed gravity values.
 DK7355
 DK7355;                    North         East    Units  Estimated Accuracy
 DK7355;SPC MN C     -   192,580.1     652,274.5     MT  (+/- 3 meters HH1 GPS) 
 DK7355
 DK7355_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQR2132577663(NAD 83)
 DK7355
 DK7355                          SUPERSEDED SURVEY CONTROL
 DK7355
 DK7355  NAVD 88 (04/02/09)  326.588  (m)         1071.48   (f) SUPERSEDED  2 1
 DK7355
 DK7355.Superseded values are not recommended for survey control.
 DK7355
 DK7355.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK7355.See file dsdata.pdf to determine how the superseded data were derived.
 DK7355
 DK7355_MARKER: DD = SURVEY DISK
 DK7355_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DK7355_STAMPING: 2601 A 2006
 DK7355_MARK LOGO: MNDT
 DK7355_PROJECTION: FLUSH
 DK7355_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DK7355_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DK7355_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DK7355+SATELLITE: SATELLITE OBSERVATIONS - October 23, 2023
 DK7355_ROD/PIPE-DEPTH: 9.1 meters
 DK7355
 DK7355  HISTORY     - Date     Condition        Report By
 DK7355  HISTORY     - 20060104 MONUMENTED       MNDT
 DK7355  HISTORY     - 20100908 GOOD             MNDT
 DK7355  HISTORY     - 20231023 GOOD             MNDT
 DK7355
 DK7355                          STATION DESCRIPTION
 DK7355
 DK7355'DESCRIBED BY MN DEPT OF TRANSP 2006
 DK7355'THE MARK IS 0.7 MI (1.1 KM) NORTH-NORTHWEST OF HERMAN, 0.7 MI (1.1 KM)
 DK7355'NORTH-NORTHWEST ALONG TRUNK HIGHWAY 9 FROM THE JUNCTION OF TRUNK
 DK7355'HIGHWAY 9 AND TRUNK HIGHWAY 27 IN HERMAN, AT TRUNK HIGHWAY 9 MILE
 DK7355'POINT 80.78, 64.0 FT (19.5 M) EAST-NORTHEAST OF TRUNK HIGHWAY 9, 41.5
 DK7355'FT (12.6 M) EAST OF 290TH AVENUE, 27.4 FT (8.4 M) SOUTH-SOUTHEAST OF
 DK7355'POWER POLE, 0.8 FT (0.2 M) SOUTHWEST OF A WITNESS POST.
 DK7355
 DK7355                          STATION RECOVERY (2010)
 DK7355
 DK7355'RECOVERY NOTE BY MN DEPT OF TRANSP 2010 (KMS)
 DK7355'RECOVERED IN GOOD CONDITION.
 DK7355
 DK7355                          STATION RECOVERY (2023)
 DK7355
 DK7355'RECOVERY NOTE BY MN DEPT OF TRANSP 2023 (KMS)
 DK7355'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DK7356 ***********************************************************************
 DK7356  DESIGNATION -  2601 B
 DK7356  PID         -  DK7356
 DK7356  STATE/COUNTY-  MN/GRANT
 DK7356  COUNTRY     -  US
 DK7356  USGS QUAD   -  HERMAN (2019)
 DK7356
 DK7356                         *CURRENT SURVEY CONTROL
 DK7356  ______________________________________________________________________
 DK7356* NAD 83(2011) POSITION- 45 49 44.84627(N) 096 09 42.16219(W)   ADJUSTED
 DK7356* NAD 83(2011) ELLIP HT-   298.272 (meters)        (08/11/14)   ADJUSTED
 DK7356* NAD 83(2011) EPOCH   -  2010.00
 DK7356* NAVD 88 ORTHO HEIGHT -   324.597 (meters)     1064.95  (feet) ADJUSTED
 DK7356  ______________________________________________________________________
 DK7356  GEOID HEIGHT    -        -26.358 (meters)                     GEOID18
 DK7356  NAD 83(2011) X  -   -477,873.652 (meters)                     COMP
 DK7356  NAD 83(2011) Y  - -4,426,449.958 (meters)                     COMP
 DK7356  NAD 83(2011) Z  -  4,552,247.612 (meters)                     COMP
 DK7356  LAPLACE CORR    -          1.49  (seconds)                    DEFLEC18
 DK7356  DYNAMIC HEIGHT  -        324.593 (meters)     1064.94  (feet) COMP
 DK7356  MODELED GRAVITY -    980,594.4   (mgal)                       NAVD 88
 DK7356
 DK7356  VERT ORDER      -  SECOND    CLASS I
 DK7356
 DK7356  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DK7356  Standards:
 DK7356         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DK7356            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DK7356  -------------------------------------------------------------------
 DK7356  NETWORK    1.17   1.59           0.53   0.40   0.81      0.21056287
 DK7356  -------------------------------------------------------------------
 DK7356  Click here for local accuracies and other accuracy information.
 DK7356
 DK7356.The horizontal coordinates were established by GPS observations
 DK7356.and adjusted by the MN DEPT OF TRANSP in August 2014.
 DK7356
 DK7356.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DK7356.been affixed to the stable North American tectonic plate. See 
 DK7356.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DK7356
 DK7356.The horizontal coordinates are valid at the epoch date displayed above
 DK7356.which is a decimal equivalence of Year/Month/Day.
 DK7356
 DK7356.The orthometric height was determined by differential leveling and
 DK7356.adjusted by the NATIONAL GEODETIC SURVEY
 DK7356.in March 2020.
 DK7356
 DK7356.Significant digits in the geoid height do not necessarily reflect accuracy.
 DK7356.GEOID18 height accuracy estimate available here.
 DK7356
 DK7356.Click photographs - Photos may exist for this station.
 DK7356
 DK7356.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DK7356
 DK7356.The Laplace correction was computed from DEFLEC18 derived deflections.
 DK7356
 DK7356.The ellipsoidal height was determined by GPS observations
 DK7356.and is referenced to NAD 83.
 DK7356
 DK7356.The dynamic height is computed by dividing the NAVD 88
 DK7356.geopotential number by the normal gravity value computed on the
 DK7356.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK7356.degrees latitude (g = 980.6199 gals.).
 DK7356
 DK7356.The modeled gravity was interpolated from observed gravity values.
 DK7356
 DK7356. The following values were computed from the NAD 83(2011) position.
 DK7356
 DK7356;                    North         East     Units Scale Factor Converg.
 DK7356;SPC MN C     -   193,946.604   651,477.562   MT  0.99996074   -1 22 58.5
 DK7356;SPC MN C     -   636,306.48  2,137,389.30   sFT  0.99996074   -1 22 58.5
 DK7356;UTM  14      - 5,078,980.294   720,448.278   MT  1.00019749   +2 02 11.8
 DK7356
 DK7356!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DK7356!SPC MN C     -   0.99995324  x   0.99996074  =   0.99991398
 DK7356!UTM  14      -   0.99995324  x   1.00019749  =   1.00015072
 DK7356
 DK7356_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQR2044878980(NAD 83)
 DK7356
 DK7356                          SUPERSEDED SURVEY CONTROL
 DK7356
 DK7356  NAVD 88 (04/02/09)  324.626  (m)         1065.04   (f) SUPERSEDED  2 1
 DK7356
 DK7356.Superseded values are not recommended for survey control.
 DK7356
 DK7356.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK7356.See file dsdata.pdf to determine how the superseded data were derived.
 DK7356
 DK7356_MARKER: DD = SURVEY DISK
 DK7356_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DK7356_STAMPING: 2601 B 2006
 DK7356_MARK LOGO: MNDT
 DK7356_PROJECTION: FLUSH
 DK7356_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DK7356_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DK7356_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DK7356+SATELLITE: SATELLITE OBSERVATIONS - October 24, 2023
 DK7356_ROD/PIPE-DEPTH: 6.1 meters
 DK7356
 DK7356  HISTORY     - Date     Condition        Report By
 DK7356  HISTORY     - 20060104 MONUMENTED       MNDT
 DK7356  HISTORY     - 20130530 GOOD             MNDT
 DK7356  HISTORY     - 20191203 GOOD             MNDT
 DK7356  HISTORY     - 20231024 GOOD             MNDT
 DK7356
 DK7356                          STATION DESCRIPTION
 DK7356
 DK7356'DESCRIBED BY MN DEPT OF TRANSP 2006
 DK7356'THE MARK IS 1.70 MI (2.7 KM) NORTH-NORTHWEST OF HERMAN, 1.68 MI (2.7
 DK7356'KM) NORTH-NORTHWEST ALONG TRUNK HIGHWAY 9 FROM THE JUNCTION OF TRUNK
 DK7356'HIGHWAY 9 AND TRUNK HIGHWAY 27 IN HERMAN, AT TRUNK HIGHWAY 9 MILE
 DK7356'POINT 81.2, 72.8 FT (22.2 M) EAST-NORTHEAST OF TRUNK HIGHWAY 9, 2.2 FT
 DK7356'(0.7 M) WEST-SOUTHWEST OF BARBED WIRE FENCE, 1.0 FT (0.3 M) SOUTHWEST
 DK7356'OF A WITNESS POST.
 DK7356
 DK7356                          STATION RECOVERY (2013)
 DK7356
 DK7356'RECOVERY NOTE BY MN DEPT OF TRANSP 2013 (WFS)
 DK7356'1.7 MILES NORTHWEST OF HERMAN, 1.7 MILES NORTHWEST ALONG TRUNK HIGHWAY
 DK7356'9 FROM JUNCTION OF TRUNK HIGHWAY 9 AND TRUNK HIGHWAY 27 IN HERMAN, AT
 DK7356'TRUNK HIGHWAY 9 MILEPOINT 81.2, 72.8 FEET EAST-NORTHEAST OF TRUNK
 DK7356'HIGHWAY 9, 2.2 FEET WEST-SOUTHWEST OF BARBED WIRE FENCE, 1.0 FOOT
 DK7356'SOUTHWEST OF WITNESS POST.
 DK7356
 DK7356                          STATION RECOVERY (2019)
 DK7356
 DK7356'RECOVERY NOTE BY MN DEPT OF TRANSP 2019 (KMS)
 DK7356'RECOVERED IN GOOD CONDITION.
 DK7356
 DK7356                          STATION RECOVERY (2023)
 DK7356
 DK7356'RECOVERY NOTE BY MN DEPT OF TRANSP 2023 (KMS)
 DK7356'RECOVERED AS DESCIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DK7357 ***********************************************************************
 DK7357  DESIGNATION -  2601 C
 DK7357  PID         -  DK7357
 DK7357  STATE/COUNTY-  MN/GRANT
 DK7357  COUNTRY     -  US
 DK7357  USGS QUAD   -  HERMAN (2019)
 DK7357
 DK7357                         *CURRENT SURVEY CONTROL
 DK7357  ______________________________________________________________________
 DK7357* NAD 83(1986) POSITION- 45 50 25.76   (N) 096 10 18.43   (W)   HD_HELD1
 DK7357* NAVD 88 ORTHO HEIGHT -   320.270 (meters)     1050.75  (feet) ADJUSTED
 DK7357  ______________________________________________________________________
 DK7357  GEOID HEIGHT    -        -26.376 (meters)                     GEOID18
 DK7357  DYNAMIC HEIGHT  -        320.267 (meters)     1050.74  (feet) COMP
 DK7357  MODELED GRAVITY -    980,595.0   (mgal)                       NAVD 88
 DK7357
 DK7357  VERT ORDER      -  SECOND    CLASS I
 DK7357
 DK7357.The horizontal coordinates were determined by differentially corrected
 DK7357.hand held GPS observations or other comparable positioning techniques
 DK7357.and have an estimated accuracy of +/- 3 meters.
 DK7357
 DK7357.The orthometric height was determined by differential leveling and
 DK7357.adjusted by the NATIONAL GEODETIC SURVEY
 DK7357.in March 2020.
 DK7357
 DK7357.Significant digits in the geoid height do not necessarily reflect accuracy.
 DK7357.GEOID18 height accuracy estimate available here.
 DK7357
 DK7357.Click photographs - Photos may exist for this station.
 DK7357
 DK7357.The dynamic height is computed by dividing the NAVD 88
 DK7357.geopotential number by the normal gravity value computed on the
 DK7357.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK7357.degrees latitude (g = 980.6199 gals.).
 DK7357
 DK7357.The modeled gravity was interpolated from observed gravity values.
 DK7357
 DK7357;                    North         East    Units  Estimated Accuracy
 DK7357;SPC MN C     -   195,228.3     650,725.7     MT  (+/- 3 meters HH1 GPS) 
 DK7357
 DK7357_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQR1962180215(NAD 83)
 DK7357
 DK7357                          SUPERSEDED SURVEY CONTROL
 DK7357
 DK7357  NAVD 88 (04/02/09)  320.301  (m)         1050.85   (f) SUPERSEDED  2 1
 DK7357
 DK7357.Superseded values are not recommended for survey control.
 DK7357
 DK7357.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK7357.See file dsdata.pdf to determine how the superseded data were derived.
 DK7357
 DK7357_MARKER: DD = SURVEY DISK
 DK7357_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DK7357_STAMPING: 2601 C 2006
 DK7357_MARK LOGO: MNDT
 DK7357_PROJECTION: FLUSH
 DK7357_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DK7357_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DK7357_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DK7357+SATELLITE: SATELLITE OBSERVATIONS - October 24, 2023
 DK7357_ROD/PIPE-DEPTH: 4.6 meters
 DK7357
 DK7357  HISTORY     - Date     Condition        Report By
 DK7357  HISTORY     - 20060104 MONUMENTED       MNDT
 DK7357  HISTORY     - 20231024 GOOD             MNDT
 DK7357
 DK7357                          STATION DESCRIPTION
 DK7357
 DK7357'DESCRIBED BY MN DEPT OF TRANSP 2006
 DK7357'THE MARK IS 2.6 MI (4.2 KM) NORTH-NORTHWEST OF HERMAN, 2.6 MI (4.2 KM)
 DK7357'NORTH-NORTHWEST ALONG TRUNK HIGHWAY 9 FROM THE JUNCTION OF TRUNK
 DK7357'HIGHWAY 9 AND TRUNK HIGHWAY 27 IN HERMAN, AT TRUNK HIGHWAY 9 MILE
 DK7357'POINT 82.15, 69.7 FT (21.2 M) EAST-NORTHEAST OF TRUNK HIGHWAY 9, 35.4
 DK7357'FT (10.8 M) EAST-SOUTHEAST OF 300TH AVENUE, 5.4 FT (1.6 M)
 DK7357'WEST-SOUTHWEST OF RIGHT OF WAY POST, 0.9 FT (0.3 M) SOUTHWEST OF A
 DK7357'WITNESS POST.
 DK7357
 DK7357                          STATION RECOVERY (2023)
 DK7357
 DK7357'RECOVERY NOTE BY MN DEPT OF TRANSP 2023 (KMS)
 DK7357'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DK7369 ***********************************************************************
 DK7369  DESIGNATION -  2601 CC
 DK7369  PID         -  DK7369
 DK7369  STATE/COUNTY-  MN/TRAVERSE
 DK7369  COUNTRY     -  US
 DK7369  USGS QUAD   -  CHARLESVILLE (2019)
 DK7369
 DK7369                         *CURRENT SURVEY CONTROL
 DK7369  ______________________________________________________________________
 DK7369* NAD 83(1986) POSITION- 45 56 04.35   (N) 096 15 19.23   (W)   HD_HELD1
 DK7369* NAVD 88 ORTHO HEIGHT -   309.434 (meters)     1015.20  (feet) ADJUSTED
 DK7369  ______________________________________________________________________
 DK7369  GEOID HEIGHT    -        -26.556 (meters)                     GEOID18
 DK7369  DYNAMIC HEIGHT  -        309.430 (meters)     1015.19  (feet) COMP
 DK7369  MODELED GRAVITY -    980,595.1   (mgal)                       NAVD 88
 DK7369
 DK7369  VERT ORDER      -  SECOND    CLASS I
 DK7369
 DK7369.The horizontal coordinates were determined by differentially corrected
 DK7369.hand held GPS observations or other comparable positioning techniques
 DK7369.and have an estimated accuracy of +/- 3 meters.
 DK7369
 DK7369.The orthometric height was determined by differential leveling and
 DK7369.adjusted by the NATIONAL GEODETIC SURVEY
 DK7369.in March 2020.
 DK7369
 DK7369.Significant digits in the geoid height do not necessarily reflect accuracy.
 DK7369.GEOID18 height accuracy estimate available here.
 DK7369
 DK7369.Click photographs - Photos may exist for this station.
 DK7369
 DK7369.The dynamic height is computed by dividing the NAVD 88
 DK7369.geopotential number by the normal gravity value computed on the
 DK7369.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK7369.degrees latitude (g = 980.6199 gals.).
 DK7369
 DK7369.The modeled gravity was interpolated from observed gravity values.
 DK7369
 DK7369;                    North         East    Units  Estimated Accuracy
 DK7369;SPC MN C     -   205,839.2     644,501.5     MT  (+/- 3 meters HH1 GPS) 
 DK7369
 DK7369_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQR1277390437(NAD 83)
 DK7369
 DK7369                          SUPERSEDED SURVEY CONTROL
 DK7369
 DK7369  NAVD 88 (04/02/09)  309.470  (m)         1015.32   (f) SUPERSEDED  2 1
 DK7369
 DK7369.Superseded values are not recommended for survey control.
 DK7369
 DK7369.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK7369.See file dsdata.pdf to determine how the superseded data were derived.
 DK7369
 DK7369_MARKER: DB = BENCH MARK DISK
 DK7369_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DK7369_SP_SET: BRIDGE HEADWALL
 DK7369_STAMPING: 2601 CC 1952
 DK7369_MARK LOGO: MNHD
 DK7369_MAGNETIC: N = NO MAGNETIC MATERIAL
 DK7369_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DK7369_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DK7369+SATELLITE: SATELLITE OBSERVATIONS - September 08, 2010
 DK7369
 DK7369  HISTORY     - Date     Condition        Report By
 DK7369  HISTORY     - 1952     MONUMENTED       MNHD
 DK7369  HISTORY     - 20051206 GOOD             MNDT
 DK7369  HISTORY     - 20100908 GOOD             MNDT
 DK7369
 DK7369                          STATION DESCRIPTION
 DK7369
 DK7369'DESCRIBED BY MN DEPT OF TRANSP 2005 (WAS)
 DK7369'THE MARK IS 1.2 MI (1.9 KM) SOUTHEAST OF CHARLESVILLE, 1.2 MI (1.9 KM)
 DK7369'SOUTHEAST ALONG TRUNK HIGHWAY 9 FROM THE JUNCTION OF TRUNK HIGHWAY 9
 DK7369'AND COUNTY ROAD 18 IN CHARLESVILLE, AT TRUNK HIGHWAY 9 MILE POINT
 DK7369'89.8, IN SOUTHEAST CORNER OF TRUNK HIGHWAY 9 BRIDGE HEADWALL, 57 FT
 DK7369'(17.4 M) NORTHEAST OF TRUNK HIGHWAY 9, 11.0 FT (3.4 M) SOUTHEAST OF
 DK7369'GRAVEL ROAD.
 DK7369
 DK7369                          STATION RECOVERY (2010)
 DK7369
 DK7369'RECOVERY NOTE BY MN DEPT OF TRANSP 2010 (GPS)
 DK7369'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DK7358 ***********************************************************************
 DK7358  DESIGNATION -  2601 D
 DK7358  PID         -  DK7358
 DK7358  STATE/COUNTY-  MN/GRANT
 DK7358  COUNTRY     -  US
 DK7358  USGS QUAD   -  HERMAN (2019)
 DK7358
 DK7358                         *CURRENT SURVEY CONTROL
 DK7358  ______________________________________________________________________
 DK7358* NAD 83(1986) POSITION- 45 51 08.07   (N) 096 10 56.09   (W)   HD_HELD1
 DK7358* NAVD 88 ORTHO HEIGHT -   318.564 (meters)     1045.16  (feet) ADJUSTED
 DK7358  ______________________________________________________________________
 DK7358  GEOID HEIGHT    -        -26.396 (meters)                     GEOID18
 DK7358  DYNAMIC HEIGHT  -        318.560 (meters)     1045.14  (feet) COMP
 DK7358  MODELED GRAVITY -    980,595.4   (mgal)                       NAVD 88
 DK7358
 DK7358  VERT ORDER      -  SECOND    CLASS I
 DK7358
 DK7358.The horizontal coordinates were determined by differentially corrected
 DK7358.hand held GPS observations or other comparable positioning techniques
 DK7358.and have an estimated accuracy of +/- 3 meters.
 DK7358
 DK7358.The orthometric height was determined by differential leveling and
 DK7358.adjusted by the NATIONAL GEODETIC SURVEY
 DK7358.in March 2020.
 DK7358
 DK7358.Significant digits in the geoid height do not necessarily reflect accuracy.
 DK7358.GEOID18 height accuracy estimate available here.
 DK7358
 DK7358.Click photographs - Photos may exist for this station.
 DK7358
 DK7358.The dynamic height is computed by dividing the NAVD 88
 DK7358.geopotential number by the normal gravity value computed on the
 DK7358.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK7358.degrees latitude (g = 980.6199 gals.).
 DK7358
 DK7358.The modeled gravity was interpolated from observed gravity values.
 DK7358
 DK7358;                    North         East    Units  Estimated Accuracy
 DK7358;SPC MN C     -   196,553.9     649,945.1     MT  (+/- 3 meters HH1 GPS) 
 DK7358
 DK7358_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQR1876281492(NAD 83)
 DK7358
 DK7358                          SUPERSEDED SURVEY CONTROL
 DK7358
 DK7358  NAVD 88 (04/02/09)  318.595  (m)         1045.26   (f) SUPERSEDED  2 1
 DK7358
 DK7358.Superseded values are not recommended for survey control.
 DK7358
 DK7358.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK7358.See file dsdata.pdf to determine how the superseded data were derived.
 DK7358
 DK7358_MARKER: DD = SURVEY DISK
 DK7358_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DK7358_STAMPING: 2601 D 2006
 DK7358_MARK LOGO: MNDT
 DK7358_PROJECTION: RECESSED 10 CENTIMETERS
 DK7358_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DK7358_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DK7358_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DK7358+SATELLITE: SATELLITE OBSERVATIONS - October 24, 2023
 DK7358_ROD/PIPE-DEPTH: 6.1 meters
 DK7358
 DK7358  HISTORY     - Date     Condition        Report By
 DK7358  HISTORY     - 20060104 MONUMENTED       MNDT
 DK7358  HISTORY     - 20231024 GOOD             MNDT
 DK7358
 DK7358                          STATION DESCRIPTION
 DK7358
 DK7358'DESCRIBED BY MN DEPT OF TRANSP 2006
 DK7358'THE MARK IS 3.50 MI (5.6 KM) NORTH-NORTHWEST OF HERMAN, 3.50
 DK7358'MILES(5.63 KM) NORTH-NORTHWEST ALONG TRUNK HIGHWAY 9 FROM THE JUNCTION
 DK7358'OF TRUNK HIGHWAY 9 AND TRUNK HIGHWAY 27 IN HERMAN, AT TRUNK HIGHWAY 9
 DK7358'MILE POINT 83.1, 58.7 FT (17.9 M) NORTHEAST OF TRUNK HIGHWAY 9, 30.1
 DK7358'FT (9.2 M) SOUTH-SOUTHEAST OF A FIELD ENTRANCE, 0.7 FT (0.2 M)
 DK7358'SOUTHWEST OF A WITNESS POST.
 DK7358
 DK7358                          STATION RECOVERY (2023)
 DK7358
 DK7358'RECOVERY NOTE BY MN DEPT OF TRANSP 2023 (KMS)
 DK7358'RECOVERED IN GOOD CONDITION.
 DK7358'
 DK7358'NOTE-1.0 FT (0.3 M) SOUTHWEST OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DK7359 ***********************************************************************
 DK7359  DESIGNATION -  2601 E
 DK7359  PID         -  DK7359
 DK7359  STATE/COUNTY-  MN/GRANT
 DK7359  COUNTRY     -  US
 DK7359  USGS QUAD   -  HERMAN (2019)
 DK7359
 DK7359                         *CURRENT SURVEY CONTROL
 DK7359  ______________________________________________________________________
 DK7359* NAD 83(2011) POSITION- 45 51 51.27117(N) 096 11 35.31982(W)   ADJUSTED
 DK7359* NAD 83(2011) ELLIP HT-   290.546 (meters)        (08/11/14)   ADJUSTED
 DK7359* NAD 83(2011) EPOCH   -  2010.00
 DK7359* NAVD 88 ORTHO HEIGHT -   316.931 (meters)     1039.80  (feet) ADJUSTED
 DK7359  ______________________________________________________________________
 DK7359  GEOID HEIGHT    -        -26.417 (meters)                     GEOID18
 DK7359  NAD 83(2011) X  -   -479,999.228 (meters)                     COMP
 DK7359  NAD 83(2011) Y  - -4,423,397.453 (meters)                     COMP
 DK7359  NAD 83(2011) Z  -  4,554,961.165 (meters)                     COMP
 DK7359  LAPLACE CORR    -          1.76  (seconds)                    DEFLEC18
 DK7359  DYNAMIC HEIGHT  -        316.927 (meters)     1039.78  (feet) COMP
 DK7359  MODELED GRAVITY -    980,595.6   (mgal)                       NAVD 88
 DK7359
 DK7359  VERT ORDER      -  SECOND    CLASS I
 DK7359
 DK7359  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DK7359  Standards:
 DK7359         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DK7359            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DK7359  -------------------------------------------------------------------
 DK7359  NETWORK    0.94   1.45           0.42   0.34   0.74      0.15377736
 DK7359  -------------------------------------------------------------------
 DK7359  Click here for local accuracies and other accuracy information.
 DK7359
 DK7359.The horizontal coordinates were established by GPS observations
 DK7359.and adjusted by the MN DEPT OF TRANSP in August 2014.
 DK7359
 DK7359.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DK7359.been affixed to the stable North American tectonic plate. See 
 DK7359.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DK7359
 DK7359.The horizontal coordinates are valid at the epoch date displayed above
 DK7359.which is a decimal equivalence of Year/Month/Day.
 DK7359
 DK7359.The orthometric height was determined by differential leveling and
 DK7359.adjusted by the NATIONAL GEODETIC SURVEY
 DK7359.in March 2020.
 DK7359
 DK7359.Significant digits in the geoid height do not necessarily reflect accuracy.
 DK7359.GEOID18 height accuracy estimate available here.
 DK7359
 DK7359.Click photographs - Photos may exist for this station.
 DK7359
 DK7359.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DK7359
 DK7359.The Laplace correction was computed from DEFLEC18 derived deflections.
 DK7359
 DK7359.The ellipsoidal height was determined by GPS observations
 DK7359.and is referenced to NAD 83.
 DK7359
 DK7359.The dynamic height is computed by dividing the NAVD 88
 DK7359.geopotential number by the normal gravity value computed on the
 DK7359.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK7359.degrees latitude (g = 980.6199 gals.).
 DK7359
 DK7359.The modeled gravity was interpolated from observed gravity values.
 DK7359
 DK7359. The following values were computed from the NAD 83(2011) position.
 DK7359
 DK7359;                    North         East     Units Scale Factor Converg.
 DK7359;SPC MN C     -   197,908.002   649,131.765   MT  0.99995556   -1 24 20.3
 DK7359;SPC MN C     -   649,303.17  2,129,693.13   sFT  0.99995556   -1 24 20.3
 DK7359;UTM  14      - 5,082,795.576   717,869.729   MT  1.00018359   +2 00 54.9
 DK7359
 DK7359!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DK7359!SPC MN C     -   0.99995445  x   0.99995556  =   0.99991001
 DK7359!UTM  14      -   0.99995445  x   1.00018359  =   1.00013803
 DK7359
 DK7359:                Primary Azimuth Mark                     Grid Az
 DK7359:SPC MN C     -  ORCR                                     329 20 34.2
 DK7359:UTM  14      -  ORCR                                     325 55 19.0
 DK7359
 DK7359_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQR1786982795(NAD 83)
 DK7359
 DK7359|---------------------------------------------------------------------|
 DK7359| PID    Reference Object                     Distance      Geod. Az  |
 DK7359|                                                           dddmmss.s |
 DK7359| DP4335 ORCR                                APPROX. 0.5 KM 3275613.9 |
 DK7359|---------------------------------------------------------------------|
 DK7359
 DK7359                          SUPERSEDED SURVEY CONTROL
 DK7359
 DK7359  NAVD 88 (04/02/09)  316.962  (m)         1039.90   (f) SUPERSEDED  2 1
 DK7359
 DK7359.Superseded values are not recommended for survey control.
 DK7359
 DK7359.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK7359.See file dsdata.pdf to determine how the superseded data were derived.
 DK7359
 DK7359_MARKER: DD = SURVEY DISK
 DK7359_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DK7359_STAMPING: 2601 E 2006
 DK7359_MARK LOGO: MNDT
 DK7359_PROJECTION: FLUSH
 DK7359_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DK7359_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DK7359_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DK7359+SATELLITE: SATELLITE OBSERVATIONS - October 24, 2023
 DK7359_ROD/PIPE-DEPTH: 7.6 meters
 DK7359
 DK7359  HISTORY     - Date     Condition        Report By
 DK7359  HISTORY     - 20060104 MONUMENTED       MNDT
 DK7359  HISTORY     - 20130530 GOOD             MNDT
 DK7359  HISTORY     - 20210623 GOOD             MNDT
 DK7359  HISTORY     - 20231024 GOOD             MNDT
 DK7359
 DK7359                          STATION DESCRIPTION
 DK7359
 DK7359'DESCRIBED BY MN DEPT OF TRANSP 2006
 DK7359'THE MARK IS 0.40 MI (0.6 KM) SOUTH-SOUTHEAST OF NORCROSS, 0.40 MI (0.6
 DK7359'KM) SOUTH-SOUTHEAST ALONG TRUNK HIGHWAY 9 FROM THE JUNCTION OF TRUNK
 DK7359'HIGHWAY 9 AND COUNTY ROAD 8 IN NORCROSS, AT TRUNK HIGHWAY 9 MILE POINT
 DK7359'84.1, 148.6 FT (45.3 M) NORTH-NORTHWEST OF 130TH AVENUE, 53.7 FT (16.4
 DK7359'M) WEST-SOUTHWEST OF TRUNK HIGHWAY 9, 1.1 FT (0.3 M) NORTHEAST OF A
 DK7359'WITNESS POST.
 DK7359
 DK7359                          STATION RECOVERY (2013)
 DK7359
 DK7359'RECOVERY NOTE BY MN DEPT OF TRANSP 2013 (JXJ)
 DK7359'0.4 MILE SOUTHEAST OF NORCROSS, 0.4 MILE SOUTHEAST ALONG TRUNK HIGHWAY
 DK7359'9 FROM JUNCTION OF TRUNK HIGHWAY 9 AND COUNTY ROAD 8 IN NORCROSS, AT
 DK7359'TRUNK HIGHWAY 9 MILEPOINT 84.1, 148.6 FEET NORTH-NORTHWEST OF 310TH
 DK7359'AVENUE, 53.7 FEET WEST-SOUTHWEST OF TRUNK HIGHWAY 9, 1.1 FEET
 DK7359'NORTHEAST OF WITNESS POST.
 DK7359
 DK7359                          STATION RECOVERY (2021)
 DK7359
 DK7359'RECOVERY NOTE BY MN DEPT OF TRANSP 2021 (TJD)
 DK7359'RECOVERED IN GOOD CONDITION.
 DK7359
 DK7359                          STATION RECOVERY (2023)
 DK7359
 DK7359'RECOVERY NOTE BY MN DEPT OF TRANSP 2023 (KMS)
 DK7359'THE MARK IS LOCATED ABOUT 11.8 MI (19.0 KM) SOUTH-SOUTHEAST OF TINTAH,
 DK7359'6.9 MI (11.1 KM) SOUTH-SOUTHEAST OF CHARLESVILLE AND 4.5 MI (7.2 KM)
 DK7359'NORTH-NORTHWEST OF HERMAN.
 DK7359'
 DK7359'THE MARK WAS LOCATED ABOUT 0.4 MI (0.6 KM) SOUTHEAST OF NORCROSS, 0.4
 DK7359'MI (0.6 KM) SOUTHEAST ALONG TRUNK HIGHWAY 9 FROM THE JUNCTION OF TRUNK
 DK7359'HIGHWAY 9 AND COUNTY ROAD 8 IN NORCROSS, AT TRUNK HIGHWAY 9 MILE POINT
 DK7359'84.1.
 DK7359'
 DK7359'IT IS 148.6 FT (45.3 M) NORTH-NORTHWEST OF 310TH AVENUE, 53.7 FT (16.4
 DK7359'M) WEST-SOUTHWEST OF TRUNK HIGHWAY 9 AND 1.1 FT (0.3 M) NORTHEAST OF A
 DK7359'WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DK7360 ***********************************************************************
 DK7360  DESIGNATION -  2601 E 1
 DK7360  PID         -  DK7360
 DK7360  STATE/COUNTY-  MN/GRANT
 DK7360  COUNTRY     -  US
 DK7360  USGS QUAD   -  HERMAN NW (2019)
 DK7360
 DK7360                         *CURRENT SURVEY CONTROL
 DK7360  ______________________________________________________________________
 DK7360* NAD 83(1986) POSITION- 45 53 14.49   (N) 096 11 35.40   (W)   HD_HELD1
 DK7360* NAVD 88 ORTHO HEIGHT -   315.768 (meters)     1035.98  (feet) ADJUSTED
 DK7360  ______________________________________________________________________
 DK7360  GEOID HEIGHT    -        -26.446 (meters)                     GEOID18
 DK7360  DYNAMIC HEIGHT  -        315.765 (meters)     1035.97  (feet) COMP
 DK7360  MODELED GRAVITY -    980,596.6   (mgal)                       NAVD 88
 DK7360
 DK7360  VERT ORDER      -  SECOND    CLASS I
 DK7360
 DK7360.The horizontal coordinates were determined by differentially corrected
 DK7360.hand held GPS observations or other comparable positioning techniques
 DK7360.and have an estimated accuracy of +/- 3 meters.
 DK7360
 DK7360.The orthometric height was determined by differential leveling and
 DK7360.adjusted by the NATIONAL GEODETIC SURVEY
 DK7360.in March 2020.
 DK7360
 DK7360.Significant digits in the geoid height do not necessarily reflect accuracy.
 DK7360.GEOID18 height accuracy estimate available here.
 DK7360
 DK7360.Click photographs - Photos may exist for this station.
 DK7360
 DK7360.The dynamic height is computed by dividing the NAVD 88
 DK7360.geopotential number by the normal gravity value computed on the
 DK7360.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK7360.degrees latitude (g = 980.6199 gals.).
 DK7360
 DK7360.The modeled gravity was interpolated from observed gravity values.
 DK7360
 DK7360;                    North         East    Units  Estimated Accuracy
 DK7360;SPC MN C     -   200,476.5     649,193.1     MT  (+/- 3 meters HH1 GPS) 
 DK7360
 DK7360_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQR1777785363(NAD 83)
 DK7360
 DK7360                          SUPERSEDED SURVEY CONTROL
 DK7360
 DK7360  NAVD 88 (04/02/09)  315.800  (m)         1036.09   (f) SUPERSEDED  2 1
 DK7360
 DK7360.Superseded values are not recommended for survey control.
 DK7360
 DK7360.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK7360.See file dsdata.pdf to determine how the superseded data were derived.
 DK7360
 DK7360_MARKER: DD = SURVEY DISK
 DK7360_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DK7360_STAMPING: 2601 E 1 2006
 DK7360_MARK LOGO: MNDT
 DK7360_PROJECTION: RECESSED 5 CENTIMETERS
 DK7360_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DK7360_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DK7360_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DK7360+SATELLITE: SATELLITE OBSERVATIONS - June 23, 2021
 DK7360_ROD/PIPE-DEPTH: 6.1 meters
 DK7360
 DK7360  HISTORY     - Date     Condition        Report By
 DK7360  HISTORY     - 20060104 MONUMENTED       MNDT
 DK7360  HISTORY     - 20210623 GOOD             MNDT
 DK7360
 DK7360                          STATION DESCRIPTION
 DK7360
 DK7360'DESCRIBED BY MN DEPT OF TRANSP 2006
 DK7360'THE MARK IS LOCATED ABOUT 10.5 MI (16.9 KM) SOUTHEAST OF TINTAH, 6.0
 DK7360'MI (9.7 KM) NORTH-NORTHWEST OF HERMAN AND 5.6 MI (9.0 KM) SOUTHEAST OF
 DK7360'CHARLESVILLE, 1.2 MI (1.9 KM) NORTHEAST OF NORCROSS, 0.5 MI (0.8 KM)
 DK7360'NORTH-NORTHEAST ALONG COUNTY ROAD 8 FROM THE JUNCTION OF COUNTY ROAD 8
 DK7360'AND TRUNK HIGHWAY 9 IN NORCROSS TO TRUNK HIGHWAY 9 MILE POINT 84.5,
 DK7360'THENCE 0.80 MI (1.3 KM) NORTH ON COUNTY ROAD 1,
 DK7360'
 DK7360'31.6 FT (9.6 M) WEST OF COUNTY ROAD 1, 16.0 FT (4.9 M) NORTH OF A
 DK7360'FIELD ENTRANCE, 3.3 FT (1.0 M) SOUTH OF A WITNESS POST.
 DK7360
 DK7360                          STATION RECOVERY (2021)
 DK7360
 DK7360'RECOVERY NOTE BY MN DEPT OF TRANSP 2021 (TJD)
 DK7360'1.2 MI (1.9 KM) NORTH OF NORCROSS, 0.5 MI (0.8 KM) NORTH-NORTHEAST
 DK7360'ALONG COUNTY ROAD 8 FROM THE JUNCTION OF COUNTY ROAD 8 AND TRUNK
 DK7360'HIGHWAY 9 IN NORCROSS, AT TRUNK HIGHWAY 9 MILE POINT 84.5, THEN 0.8 MI
 DK7360'(1.3 KM) NORTH ON COUNTY ROAD 1, 31.6 FT (9.6 M) WEST OF COUNTY ROAD
 DK7360'1, 16.0 FT (4.9 M) NORTH OF A FIELD ENTRANCE, 8.0 FT (2.4 M) SOUTH OF
 DK7360'A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DK7361 ***********************************************************************
 DK7361  DESIGNATION -  2601 E 2
 DK7361  PID         -  DK7361
 DK7361  STATE/COUNTY-  MN/GRANT
 DK7361  COUNTRY     -  US
 DK7361  USGS QUAD   -  HERMAN NW (2019)
 DK7361
 DK7361                         *CURRENT SURVEY CONTROL
 DK7361  ______________________________________________________________________
 DK7361* NAD 83(1986) POSITION- 45 54 43.7    (N) 096 11 34.7    (W)   HD_HELD2
 DK7361* NAVD 88 ORTHO HEIGHT -   312.602 (meters)     1025.60  (feet) ADJUSTED
 DK7361  ______________________________________________________________________
 DK7361  GEOID HEIGHT    -        -26.478 (meters)                     GEOID18
 DK7361  DYNAMIC HEIGHT  -        312.600 (meters)     1025.59  (feet) COMP
 DK7361  MODELED GRAVITY -    980,597.9   (mgal)                       NAVD 88
 DK7361
 DK7361  VERT ORDER      -  SECOND    CLASS I
 DK7361
 DK7361.The horizontal coordinates were established by autonomous hand held GPS
 DK7361.observations and have an estimated accuracy of +/- 10 meters.
 DK7361
 DK7361.The orthometric height was determined by differential leveling and
 DK7361.adjusted by the NATIONAL GEODETIC SURVEY
 DK7361.in March 2020.
 DK7361
 DK7361.Significant digits in the geoid height do not necessarily reflect accuracy.
 DK7361.GEOID18 height accuracy estimate available here.
 DK7361
 DK7361.Click photographs - Photos may exist for this station.
 DK7361
 DK7361.The dynamic height is computed by dividing the NAVD 88
 DK7361.geopotential number by the normal gravity value computed on the
 DK7361.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK7361.degrees latitude (g = 980.6199 gals.).
 DK7361
 DK7361.The modeled gravity was interpolated from observed gravity values.
 DK7361
 DK7361;                    North         East    Units  Estimated Accuracy
 DK7361;SPC MN C     -   203,230.      649,276.      MT  (+/- 10 meters HH2 GPS)
 DK7361
 DK7361_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQR1769588117(NAD 83)
 DK7361
 DK7361                          SUPERSEDED SURVEY CONTROL
 DK7361
 DK7361  NAVD 88 (04/02/09)  312.634  (m)         1025.70   (f) SUPERSEDED  2 1
 DK7361
 DK7361.Superseded values are not recommended for survey control.
 DK7361
 DK7361.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK7361.See file dsdata.pdf to determine how the superseded data were derived.
 DK7361
 DK7361_MARKER: DD = SURVEY DISK
 DK7361_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DK7361_STAMPING: 2601 E 2 2006
 DK7361_MARK LOGO: MNDT
 DK7361_PROJECTION: FLUSH
 DK7361_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DK7361_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DK7361_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DK7361+SATELLITE: SATELLITE OBSERVATIONS - January 04, 2006
 DK7361_ROD/PIPE-DEPTH: 6.1 meters
 DK7361
 DK7361  HISTORY     - Date     Condition        Report By
 DK7361  HISTORY     - 20060104 MONUMENTED       MNDT
 DK7361
 DK7361                          STATION DESCRIPTION
 DK7361
 DK7361'DESCRIBED BY MN DEPT OF TRANSP 2006
 DK7361'THE MARK IS 3.0 MI (4.8 KM) NORTH-NORTHEAST OF NORCROSS, 0.5 MI (0.8
 DK7361'KM) NORTH-NORTHEAST ALONG COUNTY ROAD 8 FROM THE JUNCTION OF COUNTY
 DK7361'ROAD 8 AND TRUNK HIGHWAY 9 IN NORCROSS TO TRUNK HIGHWAY 9 MILE POINT
 DK7361'84.5, THENCE 2.6 MI (4.2 KM) NORTH ON COUNTY ROAD 1, 37.4 FT (11.4 M)
 DK7361'EAST OF COUNTY ROAD 1, 14.4 FT (4.4 M) WEST OF POWER POLE, 0.6 FT (0.2
 DK7361'M) WEST OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DK7364 ***********************************************************************
 DK7364  DESIGNATION -  2601 F
 DK7364  PID         -  DK7364
 DK7364  STATE/COUNTY-  MN/GRANT
 DK7364  COUNTRY     -  US
 DK7364  USGS QUAD   -  HERMAN NW (2019)
 DK7364
 DK7364                         *CURRENT SURVEY CONTROL
 DK7364  ______________________________________________________________________
 DK7364* NAD 83(2011) POSITION- 45 52 33.82178(N) 096 12 14.54720(W)   ADJUSTED
 DK7364* NAD 83(2011) ELLIP HT-   287.513 (meters)        (08/11/14)   ADJUSTED
 DK7364* NAD 83(2011) EPOCH   -  2010.00
 DK7364* NAVD 88 ORTHO HEIGHT -   313.920 (meters)     1029.92  (feet) ADJUSTED
 DK7364  ______________________________________________________________________
 DK7364  GEOID HEIGHT    -        -26.440 (meters)                     GEOID18
 DK7364  NAD 83(2011) X  -   -480,738.323 (meters)                     COMP
 DK7364  NAD 83(2011) Y  - -4,422,366.516 (meters)                     COMP
 DK7364  NAD 83(2011) Z  -  4,555,873.766 (meters)                     COMP
 DK7364  LAPLACE CORR    -          1.90  (seconds)                    DEFLEC18
 DK7364  DYNAMIC HEIGHT  -        313.916 (meters)     1029.91  (feet) COMP
 DK7364  MODELED GRAVITY -    980,595.7   (mgal)                       NAVD 88
 DK7364
 DK7364  VERT ORDER      -  SECOND    CLASS I
 DK7364
 DK7364  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DK7364  Standards:
 DK7364         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DK7364            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DK7364  -------------------------------------------------------------------
 DK7364  NETWORK    0.93   1.49           0.41   0.34   0.76      0.18214308
 DK7364  -------------------------------------------------------------------
 DK7364  Click here for local accuracies and other accuracy information.
 DK7364
 DK7364.The horizontal coordinates were established by GPS observations
 DK7364.and adjusted by the MN DEPT OF TRANSP in August 2014.
 DK7364
 DK7364.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DK7364.been affixed to the stable North American tectonic plate. See 
 DK7364.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DK7364
 DK7364.The horizontal coordinates are valid at the epoch date displayed above
 DK7364.which is a decimal equivalence of Year/Month/Day.
 DK7364
 DK7364.The orthometric height was determined by differential leveling and
 DK7364.adjusted by the NATIONAL GEODETIC SURVEY
 DK7364.in March 2020.
 DK7364
 DK7364.Significant digits in the geoid height do not necessarily reflect accuracy.
 DK7364.GEOID18 height accuracy estimate available here.
 DK7364
 DK7364.Click photographs - Photos may exist for this station.
 DK7364
 DK7364.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DK7364
 DK7364.The Laplace correction was computed from DEFLEC18 derived deflections.
 DK7364
 DK7364.The ellipsoidal height was determined by GPS observations
 DK7364.and is referenced to NAD 83.
 DK7364
 DK7364.The dynamic height is computed by dividing the NAVD 88
 DK7364.geopotential number by the normal gravity value computed on the
 DK7364.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK7364.degrees latitude (g = 980.6199 gals.).
 DK7364
 DK7364.The modeled gravity was interpolated from observed gravity values.
 DK7364
 DK7364. The following values were computed from the NAD 83(2011) position.
 DK7364
 DK7364;                    North         East     Units Scale Factor Converg.
 DK7364;SPC MN C     -   199,242.092   648,318.325   MT  0.99995390   -1 24 48.7
 DK7364;SPC MN C     -   653,680.10  2,127,024.37   sFT  0.99995390   -1 24 48.7
 DK7364;UTM  14      - 5,084,079.037   716,977.925   MT  1.00017882   +2 00 28.1
 DK7364
 DK7364!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DK7364!SPC MN C     -   0.99995493  x   0.99995390  =   0.99990883
 DK7364!UTM  14      -   0.99995493  x   1.00017882  =   1.00013374
 DK7364
 DK7364_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQR1697784079(NAD 83)
 DK7364
 DK7364                          SUPERSEDED SURVEY CONTROL
 DK7364
 DK7364  NAVD 88 (04/02/09)  313.952  (m)         1030.02   (f) SUPERSEDED  2 1
 DK7364
 DK7364.Superseded values are not recommended for survey control.
 DK7364
 DK7364.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK7364.See file dsdata.pdf to determine how the superseded data were derived.
 DK7364
 DK7364_MARKER: DD = SURVEY DISK
 DK7364_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DK7364_STAMPING: 2601 F 2006
 DK7364_MARK LOGO: MNDT
 DK7364_PROJECTION: FLUSH
 DK7364_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DK7364_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DK7364_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DK7364+SATELLITE: SATELLITE OBSERVATIONS - May 22, 2013
 DK7364_ROD/PIPE-DEPTH: 9.1 meters
 DK7364
 DK7364  HISTORY     - Date     Condition        Report By
 DK7364  HISTORY     - 20060105 MONUMENTED       MNDT
 DK7364  HISTORY     - 20130522 GOOD             MNDT
 DK7364
 DK7364                          STATION DESCRIPTION
 DK7364
 DK7364'DESCRIBED BY MN DEPT OF TRANSP 2006
 DK7364'THE MARK IS 0.55 MI (0.9 KM) NORTH-NORTHWEST ALONG TRUNK HIGHWAY 9FROM
 DK7364'THE JUNCTION OF TRUNK HIGHWAY 9 AND COUNTY ROAD 8 IN NORCROSS, AT
 DK7364'TRUNK HIGHWAY 9 MILE POINT 85.05, 66.0 FT (20.1 M) WEST-SOUTHWEST OF
 DK7364'TRUNK HIGHWAY 9, 41.9 FT (12.8 M) EAST-NORTHEAST OF EAST RAIL OF
 DK7364'RAILROAD TRACK, 35.8 FT (10.9 M) NORTH-NORTHWEST OF 180TH STREET, 1.0
 DK7364'FT (0.3 M) EAST OF A WITNESS POST.
 DK7364
 DK7364                          STATION RECOVERY (2013)
 DK7364
 DK7364'RECOVERY NOTE BY MN DEPT OF TRANSP 2013 (WFS)
 DK7364'0.5 MILE NORTHWEST OF NORCROSS, 0.5 MILE NORTHWEST ALONG TRUNK HIGHWAY
 DK7364'9 FROM JUNCTION OF TRUNK HIGHWAY 9 AND COUNTY ROAD 8 IN NORCROSS, AT
 DK7364'TRUNK HIGHWAY 9 MILEPOINT 85.05, 66.0 FEET WEST-SOUTHWEST OF TRUNK
 DK7364'HIGHWAY 9, 41.9 FEET EAST-NORTHEAST OF EAST RAIL OF RAILROAD TRACK,
 DK7364'35.8 FEET NORTH-NORTHWEST OF 180TH STREET, 1.0 FOOT EAST OF WITNESS
 DK7364'POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DK7366 ***********************************************************************
 DK7366  DESIGNATION -  2601 H
 DK7366  PID         -  DK7366
 DK7366  STATE/COUNTY-  MN/GRANT
 DK7366  COUNTRY     -  US
 DK7366  USGS QUAD   -  HERMAN NW (2019)
 DK7366
 DK7366                         *CURRENT SURVEY CONTROL
 DK7366  ______________________________________________________________________
 DK7366* NAD 83(1986) POSITION- 45 54 01.8    (N) 096 13 32.4    (W)   HD_HELD2
 DK7366* NAVD 88 ORTHO HEIGHT -   311.253 (meters)     1021.17  (feet) ADJUSTED
 DK7366  ______________________________________________________________________
 DK7366  GEOID HEIGHT    -        -26.489 (meters)                     GEOID18
 DK7366  DYNAMIC HEIGHT  -        311.249 (meters)     1021.16  (feet) COMP
 DK7366  MODELED GRAVITY -    980,595.5   (mgal)                       NAVD 88
 DK7366
 DK7366  VERT ORDER      -  SECOND    CLASS I
 DK7366
 DK7366.The horizontal coordinates were established by autonomous hand held GPS
 DK7366.observations and have an estimated accuracy of +/- 10 meters.
 DK7366
 DK7366.The orthometric height was determined by differential leveling and
 DK7366.adjusted by the NATIONAL GEODETIC SURVEY
 DK7366.in March 2020.
 DK7366
 DK7366.Significant digits in the geoid height do not necessarily reflect accuracy.
 DK7366.GEOID18 height accuracy estimate available here.
 DK7366
 DK7366.Click photographs - Photos may exist for this station.
 DK7366
 DK7366.The dynamic height is computed by dividing the NAVD 88
 DK7366.geopotential number by the normal gravity value computed on the
 DK7366.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK7366.degrees latitude (g = 980.6199 gals.).
 DK7366
 DK7366.The modeled gravity was interpolated from observed gravity values.
 DK7366
 DK7366;                    North         East    Units  Estimated Accuracy
 DK7366;SPC MN C     -   201,999.      646,708.      MT  (+/- 10 meters HH2 GPS)
 DK7366
 DK7366_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQR1520586735(NAD 83)
 DK7366
 DK7366                          SUPERSEDED SURVEY CONTROL
 DK7366
 DK7366  NAVD 88 (04/02/09)  311.286  (m)         1021.28   (f) SUPERSEDED  2 1
 DK7366
 DK7366.Superseded values are not recommended for survey control.
 DK7366
 DK7366.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK7366.See file dsdata.pdf to determine how the superseded data were derived.
 DK7366
 DK7366_MARKER: DD = SURVEY DISK
 DK7366_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DK7366_STAMPING: 2601 H 2006
 DK7366_MARK LOGO: MNDT
 DK7366_PROJECTION: FLUSH
 DK7366_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DK7366_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DK7366_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DK7366+SATELLITE: SATELLITE OBSERVATIONS - January 04, 2006
 DK7366_ROD/PIPE-DEPTH: 12.2 meters
 DK7366
 DK7366  HISTORY     - Date     Condition        Report By
 DK7366  HISTORY     - 20060104 MONUMENTED       MNDT
 DK7366
 DK7366                          STATION DESCRIPTION
 DK7366
 DK7366'DESCRIBED BY MN DEPT OF TRANSP 2006
 DK7366'THE MARK IS 2.5 MI (4.0 KM) NORTH-NORTHWEST OF NORCROSS, 2.5 MI (4.0
 DK7366'KM) NORTH-NORTHWEST ALONG TRUNK HIGHWAY 9 FROM THE JUNCTION OF TRUNK
 DK7366'HIGHWAY 9 AND COUNTY ROAD 8 IN NORCROSS, AT TRUNK HIGHWAY 9 MILE POINT
 DK7366'87.03, 68.4 FT (20.8 M) WEST-SOUTHWEST OF TRUNK HIGHWAY 9, 53.7 FT
 DK7366'(16.4 M) EAST-NORTHEAST OF EAST RAIL OF RAILROAD, 48.5 FT (14.8 M)
 DK7366'NORTH OF A FIELD ENTRANCE, 31.9 FT (9.7 M) SOUTH-SOUTHEAST OF POWER
 DK7366'POLE, 0.8 FT (0.2 M) EAST OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DK7367 ***********************************************************************
 DK7367  DESIGNATION -  2601 J
 DK7367  PID         -  DK7367
 DK7367  STATE/COUNTY-  MN/GRANT
 DK7367  COUNTRY     -  US
 DK7367  USGS QUAD   -  HERMAN NW (2019)
 DK7367
 DK7367                         *CURRENT SURVEY CONTROL
 DK7367  ______________________________________________________________________
 DK7367* NAD 83(2011) POSITION- 45 54 44.34812(N) 096 14 10.00627(W)   ADJUSTED
 DK7367* NAD 83(2011) ELLIP HT-   283.224 (meters)        (08/11/14)   ADJUSTED
 DK7367* NAD 83(2011) EPOCH   -  2010.00
 DK7367* NAVD 88 ORTHO HEIGHT -   309.709 (meters)     1016.10  (feet) ADJUSTED
 DK7367  ______________________________________________________________________
 DK7367  GEOID HEIGHT    -        -26.514 (meters)                     GEOID18
 DK7367  NAD 83(2011) X  -   -482,899.043 (meters)                     COMP
 DK7367  NAD 83(2011) Y  - -4,419,217.006 (meters)                     COMP
 DK7367  NAD 83(2011) Z  -  4,558,675.616 (meters)                     COMP
 DK7367  LAPLACE CORR    -          2.13  (seconds)                    DEFLEC18
 DK7367  DYNAMIC HEIGHT  -        309.706 (meters)     1016.09  (feet) COMP
 DK7367  MODELED GRAVITY -    980,595.3   (mgal)                       NAVD 88
 DK7367
 DK7367  VERT ORDER      -  SECOND    CLASS I
 DK7367
 DK7367  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DK7367  Standards:
 DK7367         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DK7367            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DK7367  -------------------------------------------------------------------
 DK7367  NETWORK    0.94   1.47           0.44   0.30   0.75      0.05526334
 DK7367  -------------------------------------------------------------------
 DK7367  Click here for local accuracies and other accuracy information.
 DK7367
 DK7367.The horizontal coordinates were established by GPS observations
 DK7367.and adjusted by the MN DEPT OF TRANSP in August 2014.
 DK7367
 DK7367.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DK7367.been affixed to the stable North American tectonic plate. See 
 DK7367.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DK7367
 DK7367.The horizontal coordinates are valid at the epoch date displayed above
 DK7367.which is a decimal equivalence of Year/Month/Day.
 DK7367
 DK7367.The orthometric height was determined by differential leveling and
 DK7367.adjusted by the NATIONAL GEODETIC SURVEY
 DK7367.in March 2020.
 DK7367
 DK7367.Significant digits in the geoid height do not necessarily reflect accuracy.
 DK7367.GEOID18 height accuracy estimate available here.
 DK7367
 DK7367.Click photographs - Photos may exist for this station.
 DK7367
 DK7367.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DK7367
 DK7367.The Laplace correction was computed from DEFLEC18 derived deflections.
 DK7367
 DK7367.The ellipsoidal height was determined by GPS observations
 DK7367.and is referenced to NAD 83.
 DK7367
 DK7367.The dynamic height is computed by dividing the NAVD 88
 DK7367.geopotential number by the normal gravity value computed on the
 DK7367.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK7367.degrees latitude (g = 980.6199 gals.).
 DK7367
 DK7367.The modeled gravity was interpolated from observed gravity values.
 DK7367
 DK7367. The following values were computed from the NAD 83(2011) position.
 DK7367
 DK7367;                    North         East     Units Scale Factor Converg.
 DK7367;SPC MN C     -   203,332.527   645,930.307   MT  0.99994906   -1 26 12.2
 DK7367;SPC MN C     -   667,100.13  2,119,189.68   sFT  0.99994906   -1 26 12.2
 DK7367;UTM  14      - 5,088,020.506   714,349.427   MT  1.00016487   +1 59 09.6
 DK7367
 DK7367!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DK7367!SPC MN C     -   0.99995560  x   0.99994906  =   0.99990466
 DK7367!UTM  14      -   0.99995560  x   1.00016487  =   1.00012046
 DK7367
 DK7367_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQR1434988020(NAD 83)
 DK7367
 DK7367                          SUPERSEDED SURVEY CONTROL
 DK7367
 DK7367  NAVD 88 (04/02/09)  309.744  (m)         1016.22   (f) SUPERSEDED  2 1
 DK7367
 DK7367.Superseded values are not recommended for survey control.
 DK7367
 DK7367.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK7367.See file dsdata.pdf to determine how the superseded data were derived.
 DK7367
 DK7367_MARKER: DD = SURVEY DISK
 DK7367_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DK7367_STAMPING: 2601 J 2006
 DK7367_MARK LOGO: MNDT
 DK7367_PROJECTION: FLUSH
 DK7367_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DK7367_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DK7367_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DK7367+SATELLITE: SATELLITE OBSERVATIONS - October 24, 2023
 DK7367_ROD/PIPE-DEPTH: 13.7 meters
 DK7367
 DK7367  HISTORY     - Date     Condition        Report By
 DK7367  HISTORY     - 20060110 MONUMENTED       MNDT
 DK7367  HISTORY     - 20130522 GOOD             MNDT
 DK7367  HISTORY     - 20191203 GOOD             MNDT
 DK7367  HISTORY     - 20231024 GOOD             MNDT
 DK7367
 DK7367                          STATION DESCRIPTION
 DK7367
 DK7367'DESCRIBED BY MN DEPT OF TRANSP 2006
 DK7367'THE MARK IS 3.5 MI (5.6 KM) NORTH-NORTHWEST OF NORCROSS, 3.5 MI (5.6
 DK7367'KM) NORTH-NORTHWEST ALONG TRUNK HIGHWAY 9 FROM THE JUNCTION OF TRUNK
 DK7367'HIGHWAY 9 AND COUNTY ROAD 8 IN NORCROSS, AT TRUNK HIGHWAY 9 MILE POINT
 DK7367'88.0, 73.6 FT (22.4 M) EAST-NORTHEAST OF EAST RAIL OF RAILROAD TRACKS,
 DK7367'49.0 FT (14.9 M) WEST-SOUTHWEST OF TRUNK HIGHWAY 9, 1.2 FT (0.4 M)
 DK7367'SOUTH OF RIGHT OF WAY POST, 1.2 FT (0.4 M) EAST OF A WITNESS POST.
 DK7367
 DK7367                          STATION RECOVERY (2013)
 DK7367
 DK7367'RECOVERY NOTE BY MN DEPT OF TRANSP 2013 (JXJ)
 DK7367'3.5 MILES NORTHWEST OF NORCROSS, 3.5 MILES NORTHWEST ALONG TRUNK
 DK7367'HIGHWAY 9 FROM JUNCTION OF TRUNK HIGHWAY 9 AND COUNTY ROAD 8 IN
 DK7367'NORCROSS, AT TRUNK HIGHWAY 9 MILEPOINT 88.0, 73.6 FEET EAST-NORTHEAST
 DK7367'OF EAST RAIL OF RAILROAD TRACKS, 49.0 FEET WEST-SOUTHWEST OF TRUNK
 DK7367'HIGHWAY 9, 1.2 FEET SOUTH OF RIGHT-OF-WAY POST, 1.2 FEET EAST OF
 DK7367'WITNESS POST.
 DK7367
 DK7367                          STATION RECOVERY (2019)
 DK7367
 DK7367'RECOVERY NOTE BY MN DEPT OF TRANSP 2019 (KMS)
 DK7367'RECOVERED IN GOOD CONDITION.
 DK7367
 DK7367                          STATION RECOVERY (2023)
 DK7367
 DK7367'RECOVERY NOTE BY MN DEPT OF TRANSP 2023 (KMS)
 DK7367'THE MARK IS LOCATED ABOUT 8.5 MI (13.7 KM) NORTH-NORTHWEST OF HERMAN,
 DK7367'7.9 MI (12.7 KM) SOUTH-SOUTHEAST OF TINTAH AND 3.0 MI (4.8 KM)
 DK7367'SOUTH-SOUTHEAST OF CHARLESVILLE.
 DK7367'
 DK7367'THE MARK WAS LOCATED ABOUT 3.5 MI (5.6 KM) NORTHWEST OF NORCROSS, 3.5
 DK7367'MI (5.6 KM) NORTHWEST ALONG TRUNK HIGHWAY 9 FROM THE JUNCTION OF TRUNK
 DK7367'HIGHWAY 9 AND COUNTY ROAD 8 IN NORCROSS, AT TRUNK HIGHWAY 9 MILE POINT
 DK7367'88.0.
 DK7367'
 DK7367'IT IS 73.6 FT (22.4 M) EAST-NORTHEAST OF THE EAST RAIL OF THE RAILROAD
 DK7367'TRACKS, 49.0 FT (14.9 M) WEST-SOUTHWEST OF TRUNK HIGHWAY 9, 1.2 FT
 DK7367'(0.4 M) SOUTH OF A RIGHT-OF-WAY POST AND 1.2 FT (0.4 M) EAST OF A
 DK7367'WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DK7368 ***********************************************************************
 DK7368  DESIGNATION -  2601 K
 DK7368  PID         -  DK7368
 DK7368  STATE/COUNTY-  MN/GRANT
 DK7368  COUNTRY     -  US
 DK7368  USGS QUAD   -  HERMAN NW (2019)
 DK7368
 DK7368                         *CURRENT SURVEY CONTROL
 DK7368  ______________________________________________________________________
 DK7368* NAD 83(1986) POSITION- 45 55 28.93   (N) 096 14 49.67   (W)   HD_HELD1
 DK7368* NAVD 88 ORTHO HEIGHT -   309.160 (meters)     1014.30  (feet) ADJUSTED
 DK7368  ______________________________________________________________________
 DK7368  GEOID HEIGHT    -        -26.539 (meters)                     GEOID18
 DK7368  DYNAMIC HEIGHT  -        309.156 (meters)     1014.29  (feet) COMP
 DK7368  MODELED GRAVITY -    980,595.1   (mgal)                       NAVD 88
 DK7368
 DK7368  VERT ORDER      -  SECOND    CLASS I
 DK7368
 DK7368.The horizontal coordinates were determined by differentially corrected
 DK7368.hand held GPS observations or other comparable positioning techniques
 DK7368.and have an estimated accuracy of +/- 3 meters.
 DK7368
 DK7368.The orthometric height was determined by differential leveling and
 DK7368.adjusted by the NATIONAL GEODETIC SURVEY
 DK7368.in March 2020.
 DK7368
 DK7368.Significant digits in the geoid height do not necessarily reflect accuracy.
 DK7368.GEOID18 height accuracy estimate available here.
 DK7368
 DK7368.Click photographs - Photos may exist for this station.
 DK7368
 DK7368.The dynamic height is computed by dividing the NAVD 88
 DK7368.geopotential number by the normal gravity value computed on the
 DK7368.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK7368.degrees latitude (g = 980.6199 gals.).
 DK7368
 DK7368.The modeled gravity was interpolated from observed gravity values.
 DK7368
 DK7368;                    North         East    Units  Estimated Accuracy
 DK7368;SPC MN C     -   204,730.0     645,110.5     MT  (+/- 3 meters HH1 GPS) 
 DK7368
 DK7368_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQR1344789366(NAD 83)
 DK7368
 DK7368                          SUPERSEDED SURVEY CONTROL
 DK7368
 DK7368  NAVD 88 (04/02/09)  309.195  (m)         1014.42   (f) SUPERSEDED  2 1
 DK7368
 DK7368.Superseded values are not recommended for survey control.
 DK7368
 DK7368.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK7368.See file dsdata.pdf to determine how the superseded data were derived.
 DK7368
 DK7368_MARKER: DD = SURVEY DISK
 DK7368_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DK7368_STAMPING: 2601 K 2006
 DK7368_MARK LOGO: MNDT
 DK7368_PROJECTION: FLUSH
 DK7368_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DK7368_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DK7368_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DK7368+SATELLITE: SATELLITE OBSERVATIONS - January 04, 2006
 DK7368_ROD/PIPE-DEPTH: 7.6 meters
 DK7368
 DK7368  HISTORY     - Date     Condition        Report By
 DK7368  HISTORY     - 20060104 MONUMENTED       MNDT
 DK7368
 DK7368                          STATION DESCRIPTION
 DK7368
 DK7368'DESCRIBED BY MN DEPT OF TRANSP 2006
 DK7368'THE MARK IS 4.5 MI (7.2 KM) NORTH-NORTHWEST OF NORCROSS, 4.5 MI (7.2
 DK7368'KM) NORTH-NORTHWEST ALONG TRUNK HIGHWAY 9 FROM THE JUNCTION OF TRUNK
 DK7368'HIGHWAY 9 AND COUNTY ROAD 8 IN NORCROSS, AT TRUNK HIGHWAY 9 MILE POINT
 DK7368'89.0, 66.5 FT (20.3 M) EAST-NORTHEAST OF EAST RAIL OF RAILROAD TRACK,
 DK7368'55.9 FT (17.0 M) WEST-SOUTHWEST OF TRUNK HIGHWAY 9, 1.1 FT (0.3 M)
 DK7368'EAST OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DK7352 ***********************************************************************
 DK7352  DESIGNATION -  2602 A
 DK7352  PID         -  DK7352
 DK7352  STATE/COUNTY-  MN/GRANT
 DK7352  COUNTRY     -  US
 DK7352  USGS QUAD   -  HERMAN (2019)
 DK7352
 DK7352                         *CURRENT SURVEY CONTROL
 DK7352  ______________________________________________________________________
 DK7352* NAD 83(1986) POSITION- 45 47 57.25   (N) 096 08 09.89   (W)   HD_HELD1
 DK7352* NAVD 88 ORTHO HEIGHT -   327.277 (meters)     1073.74  (feet) ADJUSTED
 DK7352  ______________________________________________________________________
 DK7352  GEOID HEIGHT    -        -26.314 (meters)                     GEOID18
 DK7352  DYNAMIC HEIGHT  -        327.272 (meters)     1073.72  (feet) COMP
 DK7352  MODELED GRAVITY -    980,592.5   (mgal)                       NAVD 88
 DK7352
 DK7352  VERT ORDER      -  SECOND    CLASS I
 DK7352
 DK7352.The horizontal coordinates were determined by differentially corrected
 DK7352.hand held GPS observations or other comparable positioning techniques
 DK7352.and have an estimated accuracy of +/- 3 meters.
 DK7352
 DK7352.The orthometric height was determined by differential leveling and
 DK7352.adjusted by the NATIONAL GEODETIC SURVEY
 DK7352.in March 2020.
 DK7352
 DK7352.Significant digits in the geoid height do not necessarily reflect accuracy.
 DK7352.GEOID18 height accuracy estimate available here.
 DK7352
 DK7352.Click photographs - Photos may exist for this station.
 DK7352
 DK7352.The dynamic height is computed by dividing the NAVD 88
 DK7352.geopotential number by the normal gravity value computed on the
 DK7352.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK7352.degrees latitude (g = 980.6199 gals.).
 DK7352
 DK7352.The modeled gravity was interpolated from observed gravity values.
 DK7352
 DK7352;                    North         East    Units  Estimated Accuracy
 DK7352;SPC MN C     -   190,578.0     653,389.4     MT  (+/- 3 meters HH1 GPS) 
 DK7352
 DK7352_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQR2255875730(NAD 83)
 DK7352
 DK7352                          SUPERSEDED SURVEY CONTROL
 DK7352
 DK7352  NAVD 88 (04/02/09)  327.305  (m)         1073.83   (f) SUPERSEDED  2 1
 DK7352
 DK7352.Superseded values are not recommended for survey control.
 DK7352
 DK7352.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK7352.See file dsdata.pdf to determine how the superseded data were derived.
 DK7352
 DK7352_MARKER: DB = BENCH MARK DISK
 DK7352_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 DK7352_STAMPING: 2602 A
 DK7352_MARK LOGO: MNHD
 DK7352_PROJECTION: FLUSH
 DK7352_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DK7352_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DK7352_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DK7352+SATELLITE: SATELLITE OBSERVATIONS - September 09, 2010
 DK7352
 DK7352  HISTORY     - Date     Condition        Report By
 DK7352  HISTORY     - 19700401 MONUMENTED       MNHD
 DK7352  HISTORY     - 20051206 GOOD             MNDT
 DK7352  HISTORY     - 20100909 GOOD             MNDT
 DK7352
 DK7352                          STATION DESCRIPTION
 DK7352
 DK7352'DESCRIBED BY MN DEPT OF TRANSP 2005 (WAS)
 DK7352'THE MARK IS 0.75 MI (1.2 KM) SOUTHEAST OF HERMAN, 0.75 MI (1.2 KM)
 DK7352'SOUTHEAST ALONG TRUNK HIGHWAY 9 FROM THE JUNCTION OF TRUNK HIGHWAY 9
 DK7352'AND TRUNK HIGHWAY 27 IN HERMAN, AT TRUNK HIGHWAY 9 MILE POINT 78.80,
 DK7352'77.8 FT (23.7 M) SOUTHWEST OF TRUNK HIGHWAY 9, 45.4 FT (13.8 M)
 DK7352'NORTHEAST OF NORTHEAST RAIL OF RAILROAD, 12.2 FT (3.7 M)
 DK7352'WEST-SOUTHWEST OF TELEPHONE POLE, 0.5 FT (0.2 M) EAST OF A WITNESS
 DK7352'POST.
 DK7352
 DK7352                          STATION RECOVERY (2010)
 DK7352
 DK7352'RECOVERY NOTE BY MN DEPT OF TRANSP 2010 (KMS)
 DK7352'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DK7351 ***********************************************************************
 DK7351  DESIGNATION -  2602 B
 DK7351  PID         -  DK7351
 DK7351  STATE/COUNTY-  MN/GRANT
 DK7351  COUNTRY     -  US
 DK7351  USGS QUAD   -  HERMAN (2019)
 DK7351
 DK7351                         *CURRENT SURVEY CONTROL
 DK7351  ______________________________________________________________________
 DK7351* NAD 83(1986) POSITION- 45 47 25.19   (N) 096 07 39.22   (W)   HD_HELD1
 DK7351* NAVD 88 ORTHO HEIGHT -   326.925 (meters)     1072.59  (feet) ADJUSTED
 DK7351  ______________________________________________________________________
 DK7351  GEOID HEIGHT    -        -26.301 (meters)                     GEOID18
 DK7351  DYNAMIC HEIGHT  -        326.920 (meters)     1072.57  (feet) COMP
 DK7351  MODELED GRAVITY -    980,591.9   (mgal)                       NAVD 88
 DK7351
 DK7351  VERT ORDER      -  SECOND    CLASS I
 DK7351
 DK7351.The horizontal coordinates were determined by differentially corrected
 DK7351.hand held GPS observations or other comparable positioning techniques
 DK7351.and have an estimated accuracy of +/- 3 meters.
 DK7351
 DK7351.The orthometric height was determined by differential leveling and
 DK7351.adjusted by the NATIONAL GEODETIC SURVEY
 DK7351.in March 2020.
 DK7351
 DK7351.Significant digits in the geoid height do not necessarily reflect accuracy.
 DK7351.GEOID18 height accuracy estimate available here.
 DK7351
 DK7351.Click photographs - Photos may exist for this station.
 DK7351
 DK7351.The dynamic height is computed by dividing the NAVD 88
 DK7351.geopotential number by the normal gravity value computed on the
 DK7351.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK7351.degrees latitude (g = 980.6199 gals.).
 DK7351
 DK7351.The modeled gravity was interpolated from observed gravity values.
 DK7351
 DK7351;                    North         East    Units  Estimated Accuracy
 DK7351;SPC MN C     -   189,572.7     654,028.1     MT  (+/- 3 meters HH1 GPS) 
 DK7351
 DK7351_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQR2325574765(NAD 83)
 DK7351
 DK7351                          SUPERSEDED SURVEY CONTROL
 DK7351
 DK7351  NAVD 88 (04/02/09)  326.952  (m)         1072.68   (f) SUPERSEDED  2 1
 DK7351
 DK7351.Superseded values are not recommended for survey control.
 DK7351
 DK7351.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK7351.See file dsdata.pdf to determine how the superseded data were derived.
 DK7351
 DK7351_MARKER: DB = BENCH MARK DISK
 DK7351_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 DK7351_STAMPING: 2602 B
 DK7351_MARK LOGO: MNHD
 DK7351_PROJECTION: FLUSH
 DK7351_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DK7351_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DK7351_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DK7351+SATELLITE: SATELLITE OBSERVATIONS - September 09, 2010
 DK7351
 DK7351  HISTORY     - Date     Condition        Report By
 DK7351  HISTORY     - 1970     MONUMENTED       MNHD
 DK7351  HISTORY     - 20051206 GOOD             MNDT
 DK7351  HISTORY     - 20100909 GOOD             MNDT
 DK7351
 DK7351                          STATION DESCRIPTION
 DK7351
 DK7351'DESCRIBED BY MN DEPT OF TRANSP 2005 (WAS)
 DK7351'THE MARK IS 1.5 MI (2.4 KM) SOUTHEAST OF HERMAN, 1.5 MI (2.4 KM)
 DK7351'SOUTHEAST ALONG TRUNK HIGHWAY 9 FROM THE JUNCTION OF TRUNK HIGHWAY 9
 DK7351'AND TRUNK HIGHWAY 27 IN HERMAN, AT TRUNK HIGHWAY 9 MILE POINT 78.05,
 DK7351'79.0 FT (24.1 M) SOUTHWEST OF TRUNK HIGHWAY 9, 44.0 FT (13.4 M)
 DK7351'NORTHEAST OF NORTHEAST RAIL OF RAILROAD, 39.5 FT (12.0 M)
 DK7351'SOUTH-SOUTHEAST OF TELEPHONE POLE, 0.4 FT (0.1 M) EAST-NORTHEAST OF A
 DK7351'WITNESS POST.
 DK7351
 DK7351                          STATION RECOVERY (2010)
 DK7351
 DK7351'RECOVERY NOTE BY MN DEPT OF TRANSP 2010 (KMS)
 DK7351'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DK7347 ***********************************************************************
 DK7347  DESIGNATION -  2602 C
 DK7347  PID         -  DK7347
 DK7347  STATE/COUNTY-  MN/GRANT
 DK7347  COUNTRY     -  US
 DK7347  USGS QUAD   -  NIEMACKL LAKES (2019)
 DK7347
 DK7347                         *CURRENT SURVEY CONTROL
 DK7347  ______________________________________________________________________
 DK7347* NAD 83(1986) POSITION- 45 46 56.55   (N) 096 06 55.94   (W)   HD_HELD1
 DK7347* NAVD 88 ORTHO HEIGHT -   331.000 (meters)     1085.96  (feet) ADJUSTED
 DK7347  ______________________________________________________________________
 DK7347  GEOID HEIGHT    -        -26.288 (meters)                     GEOID18
 DK7347  DYNAMIC HEIGHT  -        330.995 (meters)     1085.94  (feet) COMP
 DK7347  MODELED GRAVITY -    980,591.2   (mgal)                       NAVD 88
 DK7347
 DK7347  VERT ORDER      -  SECOND    CLASS I
 DK7347
 DK7347.The horizontal coordinates were determined by differentially corrected
 DK7347.hand held GPS observations or other comparable positioning techniques
 DK7347.and have an estimated accuracy of +/- 3 meters.
 DK7347
 DK7347.The orthometric height was determined by differential leveling and
 DK7347.adjusted by the NATIONAL GEODETIC SURVEY
 DK7347.in March 2020.
 DK7347
 DK7347.Significant digits in the geoid height do not necessarily reflect accuracy.
 DK7347.GEOID18 height accuracy estimate available here.
 DK7347
 DK7347.Click photographs - Photos may exist for this station.
 DK7347
 DK7347.The dynamic height is computed by dividing the NAVD 88
 DK7347.geopotential number by the normal gravity value computed on the
 DK7347.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK7347.degrees latitude (g = 980.6199 gals.).
 DK7347
 DK7347.The modeled gravity was interpolated from observed gravity values.
 DK7347
 DK7347;                    North         East    Units  Estimated Accuracy
 DK7347;SPC MN C     -   188,666.7     654,941.7     MT  (+/- 3 meters HH1 GPS) 
 DK7347
 DK7347_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQR2422273915(NAD 83)
 DK7347
 DK7347                          SUPERSEDED SURVEY CONTROL
 DK7347
 DK7347  NAVD 88 (04/02/09)  331.026  (m)         1086.04   (f) SUPERSEDED  2 1
 DK7347
 DK7347.Superseded values are not recommended for survey control.
 DK7347
 DK7347.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK7347.See file dsdata.pdf to determine how the superseded data were derived.
 DK7347
 DK7347_MARKER: DB = BENCH MARK DISK
 DK7347_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 DK7347_STAMPING: 2602 C
 DK7347_MARK LOGO: MNHD
 DK7347_PROJECTION: FLUSH
 DK7347_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DK7347_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DK7347_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DK7347+SATELLITE: SATELLITE OBSERVATIONS - September 09, 2010
 DK7347
 DK7347  HISTORY     - Date     Condition        Report By
 DK7347  HISTORY     - 1970     MONUMENTED       MNHD
 DK7347  HISTORY     - 20051206 GOOD             MNDT
 DK7347  HISTORY     - 20100909 GOOD             MNDT
 DK7347
 DK7347                          STATION DESCRIPTION
 DK7347
 DK7347'DESCRIBED BY MN DEPT OF TRANSP 2005 (WAS)
 DK7347'THE MARK IS LOCATED ABOUT 13.7 MI (22.0 KM) SOUTH-SOUTHEAST OF
 DK7347'CHARLESVILLE, 8.1 MI (13.0 KM) NORTHWEST OF DONNELLY AND IS 2.25 MI
 DK7347'(3.6 KM) SOUTHEAST OF HERMAN, ACROSS THE HIGHWAY FROM A CEMETERY, 2.3
 DK7347'MI (3.7 KM) SOUTHEAST ALONG TRUNK HIGHWAY 9 FROM THE JUNCTION OF TRUNK
 DK7347'HIGHWAY 9 AND TRUNK HIGHWAY 27 IN HERMAN, AT TRUNK HIGHWAY 9 MILE
 DK7347'POINT 77.3,
 DK7347'
 DK7347'64.7 FT (19.7 M) SOUTHWEST OF TRUNK HIGHWAY 9, 32.8 FT (10.0 M)
 DK7347'NORTHEAST OF NORTHEAST RAIL OF RAILROAD, 38.0 FT (11.6 M)
 DK7347'SOUTH-SOUTHEAST OF TELEPHONE POLE, 0.4 FT (0.1 M) NORTHEAST OF ITS
 DK7347'WITNESS POST.
 DK7347
 DK7347                          STATION RECOVERY (2010)
 DK7347
 DK7347'RECOVERY NOTE BY MN DEPT OF TRANSP 2010 (KMS)
 DK7347'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DK7346 ***********************************************************************
 DK7346  DESIGNATION -  2602 D
 DK7346  PID         -  DK7346
 DK7346  STATE/COUNTY-  MN/GRANT
 DK7346  COUNTRY     -  US
 DK7346  USGS QUAD   -  NIEMACKL LAKES (2019)
 DK7346
 DK7346                         *CURRENT SURVEY CONTROL
 DK7346  ______________________________________________________________________
 DK7346* NAD 83(1986) POSITION- 45 46 31.0    (N) 096 06 16.7    (W)   HD_HELD2
 DK7346* NAVD 88 ORTHO HEIGHT -   331.307 (meters)     1086.96  (feet) ADJUSTED
 DK7346  ______________________________________________________________________
 DK7346  GEOID HEIGHT    -        -26.277 (meters)                     GEOID18
 DK7346  DYNAMIC HEIGHT  -        331.302 (meters)     1086.95  (feet) COMP
 DK7346  MODELED GRAVITY -    980,590.7   (mgal)                       NAVD 88
 DK7346
 DK7346  VERT ORDER      -  SECOND    CLASS I
 DK7346
 DK7346.The horizontal coordinates were established by autonomous hand held GPS
 DK7346.observations and have an estimated accuracy of +/- 10 meters.
 DK7346
 DK7346.The orthometric height was determined by differential leveling and
 DK7346.adjusted by the NATIONAL GEODETIC SURVEY
 DK7346.in March 2020.
 DK7346
 DK7346.Significant digits in the geoid height do not necessarily reflect accuracy.
 DK7346.GEOID18 height accuracy estimate available here.
 DK7346
 DK7346.Click photographs - Photos may exist for this station.
 DK7346
 DK7346.The dynamic height is computed by dividing the NAVD 88
 DK7346.geopotential number by the normal gravity value computed on the
 DK7346.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK7346.degrees latitude (g = 980.6199 gals.).
 DK7346
 DK7346.The modeled gravity was interpolated from observed gravity values.
 DK7346
 DK7346;                    North         East    Units  Estimated Accuracy
 DK7346;SPC MN C     -   187,858.      655,771.      MT  (+/- 10 meters HH2 GPS)
 DK7346
 DK7346_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQR2509773157(NAD 83)
 DK7346
 DK7346                          SUPERSEDED SURVEY CONTROL
 DK7346
 DK7346  NAVD 88 (04/02/09)  331.331  (m)         1087.04   (f) SUPERSEDED  2 1
 DK7346
 DK7346.Superseded values are not recommended for survey control.
 DK7346
 DK7346.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK7346.See file dsdata.pdf to determine how the superseded data were derived.
 DK7346
 DK7346_MARKER: DB = BENCH MARK DISK
 DK7346_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 DK7346_STAMPING: 2602 D
 DK7346_MARK LOGO: MNHD
 DK7346_PROJECTION: FLUSH
 DK7346_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DK7346_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DK7346_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DK7346+SATELLITE: SATELLITE OBSERVATIONS - September 09, 2010
 DK7346
 DK7346  HISTORY     - Date     Condition        Report By
 DK7346  HISTORY     - 1970     MONUMENTED       MNHD
 DK7346  HISTORY     - 20051206 GOOD             MNDT
 DK7346  HISTORY     - 20100909 GOOD             MNDT
 DK7346
 DK7346                          STATION DESCRIPTION
 DK7346
 DK7346'DESCRIBED BY MN DEPT OF TRANSP 2005 (WAS)
 DK7346'THE MARK IS LOCATED ABOUT 14.2 MI (22.8 KM) NORTH OF ALBERTA, 7.4 MI
 DK7346'(11.9 KM) NORTHWEST OF DONNELLY AND 3.0 MI (4.8 KM) SOUTHEAST OF
 DK7346'HERMAN, 3.05 MI (4.9 KM) SOUTHEAST ALONG TRUNK HIGHWAY 9 FROM THE
 DK7346'JUNCTION OF TRUNK HIGHWAY 9 AND TRUNK HIGHWAY 27 IN HERMAN, AT TRUNK
 DK7346'HIGHWAY 9 MILE POINT 76.55,
 DK7346'
 DK7346'70.4 FT (21.5 M) SOUTHWEST OF TRUNK HIGHWAY 9, 52.0 FT (15.8 M)
 DK7346'NORTHEAST OF NORTHEAST RAIL OF RAILROAD, 20.4 FT (6.2 M) SOUTHWEST OF
 DK7346'RIGHT OF WAY POST, 40 FT (12.2 M) SOUTHEAST OF TELEPHONE POLE, 0.4 FT
 DK7346'(0.1 M) (12.2 CM) NORTHEAST OF A WITNESS POST.
 DK7346
 DK7346                          STATION RECOVERY (2010)
 DK7346
 DK7346'RECOVERY NOTE BY MN DEPT OF TRANSP 2010 (KMS)
 DK7346'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DK7342 ***********************************************************************
 DK7342  DESIGNATION -  2602 E
 DK7342  PID         -  DK7342
 DK7342  STATE/COUNTY-  MN/GRANT
 DK7342  COUNTRY     -  US
 DK7342  USGS QUAD   -  NIEMACKL LAKES (2019)
 DK7342
 DK7342                         *CURRENT SURVEY CONTROL
 DK7342  ______________________________________________________________________
 DK7342* NAD 83(1986) POSITION- 45 45 54.92   (N) 096 05 21.74   (W)   HD_HELD1
 DK7342* NAVD 88 ORTHO HEIGHT -   334.183 (meters)     1096.40  (feet) ADJUSTED
 DK7342  ______________________________________________________________________
 DK7342  GEOID HEIGHT    -        -26.261 (meters)                     GEOID18
 DK7342  DYNAMIC HEIGHT  -        334.178 (meters)     1096.38  (feet) COMP
 DK7342  MODELED GRAVITY -    980,589.9   (mgal)                       NAVD 88
 DK7342
 DK7342  VERT ORDER      -  SECOND    CLASS I
 DK7342
 DK7342.The horizontal coordinates were determined by differentially corrected
 DK7342.hand held GPS observations or other comparable positioning techniques
 DK7342.and have an estimated accuracy of +/- 3 meters.
 DK7342
 DK7342.The orthometric height was determined by differential leveling and
 DK7342.adjusted by the NATIONAL GEODETIC SURVEY
 DK7342.in March 2020.
 DK7342
 DK7342.Significant digits in the geoid height do not necessarily reflect accuracy.
 DK7342.GEOID18 height accuracy estimate available here.
 DK7342
 DK7342.Click photographs - Photos may exist for this station.
 DK7342
 DK7342.The dynamic height is computed by dividing the NAVD 88
 DK7342.geopotential number by the normal gravity value computed on the
 DK7342.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK7342.degrees latitude (g = 980.6199 gals.).
 DK7342
 DK7342.The modeled gravity was interpolated from observed gravity values.
 DK7342
 DK7342;                    North         East    Units  Estimated Accuracy
 DK7342;SPC MN C     -   186,716.9     656,931.8     MT  (+/- 3 meters HH1 GPS) 
 DK7342
 DK7342_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQR2632572086(NAD 83)
 DK7342
 DK7342                          SUPERSEDED SURVEY CONTROL
 DK7342
 DK7342  NAVD 88 (04/02/09)  334.205  (m)         1096.47   (f) SUPERSEDED  2 1
 DK7342
 DK7342.Superseded values are not recommended for survey control.
 DK7342
 DK7342.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK7342.See file dsdata.pdf to determine how the superseded data were derived.
 DK7342
 DK7342_MARKER: DB = BENCH MARK DISK
 DK7342_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 DK7342_STAMPING: 2602 E
 DK7342_MARK LOGO: MNHD
 DK7342_PROJECTION: PROJECTING 3 CENTIMETERS
 DK7342_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DK7342_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DK7342_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DK7342+SATELLITE: SATELLITE OBSERVATIONS - December 06, 2005
 DK7342
 DK7342  HISTORY     - Date     Condition        Report By
 DK7342  HISTORY     - 1970     MONUMENTED       MNHD
 DK7342  HISTORY     - 20051206 GOOD             MNDT
 DK7342
 DK7342                          STATION DESCRIPTION
 DK7342
 DK7342'DESCRIBED BY MN DEPT OF TRANSP 2005 (WAS)
 DK7342'THE MARK IS LOCATED ABOUT 13.4 MI (21.6 KM) NORTH OF ALBERTA, 6.4 MI
 DK7342'(10.3 KM) NORTHWEST OF DONNELLY AND 4.0 MI (6.4 KM) SOUTHEAST OF
 DK7342'HERMAN, 4.05 MI (6.5 KM) SOUTHEAST ALONG TRUNK HIGHWAY 9 FROM THE
 DK7342'JUNCTION OF TRUNK HIGHWAY 9 AND TRUNK HIGHWAY 27 IN HERMAN, AT TRUNK
 DK7342'HIGHWAY 9 MILE POINT 75.55,
 DK7342'
 DK7342'70.0 FT (21.3 M) SOUTHWEST OF TRUNK HIGHWAY 9, 52.5 FT (16.0 M)
 DK7342'NORTHEAST OF NORTHEAST RAIL OF RAILROAD, 200 FT (61.0 M) NORTHWEST OF
 DK7342'GRAVEL ROAD, 39.4 FT (12.0 M) NORTHWEST OF TELEPHONE POLE, 0.3 FT (0.1
 DK7342'M) NORTHEAST OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DQ6757 ***********************************************************************
 DQ6757  HT_MOD      -  This is a Height Modernization Survey Station.
 DQ6757  DESIGNATION -  2602 F
 DQ6757  PID         -  DQ6757
 DQ6757  STATE/COUNTY-  MN/GRANT
 DQ6757  COUNTRY     -  US
 DQ6757  USGS QUAD   -  NIEMACKL LAKES (2019)
 DQ6757
 DQ6757                         *CURRENT SURVEY CONTROL
 DQ6757  ______________________________________________________________________
 DQ6757* NAD 83(2011) POSITION- 45 45 42.62392(N) 096 04 59.88092(W)   ADJUSTED
 DQ6757* NAD 83(2011) ELLIP HT-   306.035 (meters)        (01/09/18)   ADJUSTED
 DQ6757* NAD 83(2011) EPOCH   -  2010.00
 DQ6757* NAVD 88 ORTHO HEIGHT -   332.30  (meters)     1090.2   (feet) GPS OBS
 DQ6757  ______________________________________________________________________
 DQ6757  NAVD 88 orthometric height was determined with geoid model    GEOID12B
 DQ6757  GEOID HEIGHT    -        -26.259 (meters)                     GEOID12B
 DQ6757  GEOID HEIGHT    -        -26.255 (meters)                     GEOID18
 DQ6757  NAD 83(2011) X  -   -472,384.164 (meters)                     COMP
 DQ6757  NAD 83(2011) Y  - -4,432,436.205 (meters)                     COMP
 DQ6757  NAD 83(2011) Z  -  4,547,038.803 (meters)                     COMP
 DQ6757  LAPLACE CORR    -          1.17  (seconds)                    DEFLEC18
 DQ6757
 DQ6757  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DQ6757  Standards:
 DQ6757         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DQ6757            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DQ6757  -------------------------------------------------------------------
 DQ6757  NETWORK    0.34   0.53           0.16   0.10   0.27      0.02407788
 DQ6757  -------------------------------------------------------------------
 DQ6757  Click here for local accuracies and other accuracy information.
 DQ6757
 DQ6757.The horizontal coordinates were established by GPS observations
 DQ6757.and adjusted by the MN DEPT OF TRANSP in January 2018.
 DQ6757
 DQ6757.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DQ6757.been affixed to the stable North American tectonic plate. See 
 DQ6757.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DQ6757
 DQ6757.The horizontal coordinates are valid at the epoch date displayed above
 DQ6757.which is a decimal equivalence of Year/Month/Day.
 DQ6757
 DQ6757.The orthometric height was determined by GPS observations and a
 DQ6757.high-resolution geoid model using precise GPS observation and
 DQ6757.processing techniques.
 DQ6757
 DQ6757.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ6757.GEOID18 height accuracy estimate available here.
 DQ6757
 DQ6757.Click photographs - Photos may exist for this station.
 DQ6757
 DQ6757.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DQ6757
 DQ6757.The Laplace correction was computed from DEFLEC18 derived deflections.
 DQ6757
 DQ6757.The ellipsoidal height was determined by GPS observations
 DQ6757.and is referenced to NAD 83.
 DQ6757
 DQ6757. The following values were computed from the NAD 83(2011) position.
 DQ6757
 DQ6757;                    North         East     Units Scale Factor Converg.
 DQ6757;SPC MN C     -   186,326.405   657,395.225   MT  0.99997171   -1 19 34.3
 DQ6757;SPC MN C     -   611,305.88  2,156,804.17   sFT  0.99997171   -1 19 34.3
 DQ6757;UTM  14      - 5,071,724.673   726,811.330   MT  1.00023249   +2 05 26.0
 DQ6757;UTM  15      - 5,072,211.103   260,233.628   MT  1.00030682   -2 12 36.2
 DQ6757
 DQ6757!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DQ6757!SPC MN C     -   0.99995202  x   0.99997171  =   0.99992374
 DQ6757!UTM  14      -   0.99995202  x   1.00023249  =   1.00018450
 DQ6757!UTM  15      -   0.99995202  x   1.00030682  =   1.00025883
 DQ6757
 DQ6757_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQR2681171724(NAD 83)
 DQ6757
 DQ6757                          SUPERSEDED SURVEY CONTROL
 DQ6757
 DQ6757.No superseded survey control is available for this station.
 DQ6757
 DQ6757_MARKER: I = METAL ROD
 DQ6757_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DQ6757_STAMPING: 2602 F 2010
 DQ6757_MARK LOGO: MNDT
 DQ6757_PROJECTION: RECESSED 3 CENTIMETERS
 DQ6757_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DQ6757_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ6757_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ6757+SATELLITE: SATELLITE OBSERVATIONS - January 09, 2025
 DQ6757_ROD/PIPE-DEPTH: 12.2 meters
 DQ6757
 DQ6757  HISTORY     - Date     Condition        Report By
 DQ6757  HISTORY     - 20101012 MONUMENTED       MNDT
 DQ6757  HISTORY     - 20231023 GOOD             MNDT
 DQ6757  HISTORY     - 20241203 GOOD             MNDT
 DQ6757  HISTORY     - 20250109 GOOD             MNDT
 DQ6757
 DQ6757                          STATION DESCRIPTION
 DQ6757
 DQ6757'DESCRIBED BY MN DEPT OF TRANSP 2010
 DQ6757'4.25 MILES SOUTHEAST OF HERMAN, 4.4 MILES SOUTHEAST ALONG TRUNK
 DQ6757'HIGHWAY 9 FROM JUNCTION OF TRUNK HIGHWAY 9 AND TRUNK HIGHWAY 27 IN
 DQ6757'HERMAN, AT TRUNK HIGHWAY 9 MILEPOINT 75.15, 59.1 FEET NORTHEAST OF
 DQ6757'TRUNK HIGHWAY 9, 16.8 FEET NORTHWEST OF ENTRANCE TO STATE WILDLIFE
 DQ6757'PARKING AREA, 1.4 FEET SOUTHWEST OF RIGHT-OF-WAY POST, 1.4 FEET
 DQ6757'SOUTHWEST OF WITNESS POST.
 DQ6757
 DQ6757                          STATION RECOVERY (2023)
 DQ6757
 DQ6757'RECOVERY NOTE BY MN DEPT OF TRANSP 2023 (KMS)
 DQ6757'THE MARK IS LOCATED ABOUT 13.1 MI (21.1 KM) NORTH OF ALBERTA, 6.0 MI
 DQ6757'(9.7 KM) NORTHWEST OF DONNELLY AND 4.3 MI (6.9 KM) SOUTHEAST OF
 DQ6757'HERMAN.
 DQ6757'
 DQ6757'THE MARK WAS LOCATED ABOUT 4.25 MI (6.84 KM) SOUTHEAST OF HERMAN, 4.4
 DQ6757'MI (7.1 KM) SOUTHEAST ALONG TRUNK HIGHWAY 9 FROM THE JUNCTION OF TRUNK
 DQ6757'HIGHWAY 9 AND TRUNK HIGHWAY 27 IN HERMAN, AT TRUNK HIGHWAY 9 MILE
 DQ6757'POINT 75.15.
 DQ6757'
 DQ6757'IT IS 59.1 FT (18.0 M) NORTHEAST OF TRUNK HIGHWAY 9, 16.8 FT (5.1 M)
 DQ6757'NORTHWEST OF THE ENTRANCE TO THE STATE WILDLIFE AREA PARKING AREA, 1.4
 DQ6757'FT (0.4 M) SOUTHWEST OF A RIGHT-OF-WAY POST AND 1.4 FT (0.4 M)
 DQ6757'SOUTHWEST OF A WITNESS POST.
 DQ6757'
 DQ6757'NOTE-THE STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM ROD
 DQ6757'DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION REMOVABLE DISK
 DQ6757'SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH PVC
 DQ6757'PIPE BACK FILLED WITH WASHED SAND.
 DQ6757
 DQ6757                          STATION RECOVERY (2024)
 DQ6757
 DQ6757'RECOVERY NOTE BY MN DEPT OF TRANSP 2024 (MPP)
 DQ6757'RECOVERED AS DESCRIBED.
 DQ6757
 DQ6757                          STATION RECOVERY (2025)
 DQ6757
 DQ6757'RECOVERY NOTE BY MN DEPT OF TRANSP 2025 (MPP)
 DQ6757'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DO6981 ***********************************************************************
 DO6981  DESIGNATION -  2603 A
 DO6981  PID         -  DO6981
 DO6981  STATE/COUNTY-  MN/GRANT
 DO6981  COUNTRY     -  US
 DO6981  USGS QUAD   -  HERMAN (2019)
 DO6981
 DO6981                         *CURRENT SURVEY CONTROL
 DO6981  ______________________________________________________________________
 DO6981* NAD 83(2011) POSITION- 45 48 11.46980(N) 096 14 31.38626(W)   ADJUSTED
 DO6981* NAD 83(2011) ELLIP HT-   290.921 (meters)        (03/11/15)   ADJUSTED
 DO6981* NAD 83(2011) EPOCH   -  2010.00
 DO6981* NAVD 88 ORTHO HEIGHT -   317.263 (meters)     1040.89  (feet) ADJUSTED
 DO6981  ______________________________________________________________________
 DO6981  GEOID HEIGHT    -        -26.366 (meters)                     GEOID18
 DO6981  NAD 83(2011) X  -   -484,304.176 (meters)                     COMP
 DO6981  NAD 83(2011) Y  - -4,427,825.655 (meters)                     COMP
 DO6981  NAD 83(2011) Z  -  4,550,232.946 (meters)                     COMP
 DO6981  LAPLACE CORR    -          1.07  (seconds)                    DEFLEC18
 DO6981  DYNAMIC HEIGHT  -        317.258 (meters)     1040.87  (feet) COMP
 DO6981  MODELED GRAVITY -    980,592.6   (mgal)                       NAVD 88
 DO6981
 DO6981  VERT ORDER      -  SECOND    CLASS I
 DO6981
 DO6981  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DO6981  Standards:
 DO6981         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DO6981            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DO6981  -------------------------------------------------------------------
 DO6981  NETWORK    0.92   1.04           0.42   0.32   0.53      0.09293049
 DO6981  -------------------------------------------------------------------
 DO6981  Click here for local accuracies and other accuracy information.
 DO6981
 DO6981.The horizontal coordinates were established by GPS observations
 DO6981.and adjusted by the MN DEPT OF TRANSP in March 2015.
 DO6981
 DO6981.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DO6981.been affixed to the stable North American tectonic plate. See 
 DO6981.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DO6981
 DO6981.The horizontal coordinates are valid at the epoch date displayed above
 DO6981.which is a decimal equivalence of Year/Month/Day.
 DO6981
 DO6981.The orthometric height was determined by differential leveling and
 DO6981.adjusted by the NATIONAL GEODETIC SURVEY
 DO6981.in March 2020.
 DO6981
 DO6981.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO6981.GEOID18 height accuracy estimate available here.
 DO6981
 DO6981.Click photographs - Photos may exist for this station.
 DO6981
 DO6981.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DO6981
 DO6981.The Laplace correction was computed from DEFLEC18 derived deflections.
 DO6981
 DO6981.The ellipsoidal height was determined by GPS observations
 DO6981.and is referenced to NAD 83.
 DO6981
 DO6981.The dynamic height is computed by dividing the NAVD 88
 DO6981.geopotential number by the normal gravity value computed on the
 DO6981.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO6981.degrees latitude (g = 980.6199 gals.).
 DO6981
 DO6981.The modeled gravity was interpolated from observed gravity values.
 DO6981
 DO6981. The following values were computed from the NAD 83(2011) position.
 DO6981
 DO6981;                    North         East     Units Scale Factor Converg.
 DO6981;SPC MN C     -   191,218.500   645,164.673   MT  0.99996481   -1 26 27.7
 DO6981;SPC MN C     -   627,356.03  2,116,677.76   sFT  0.99996481   -1 26 27.7
 DO6981;UTM  14      - 5,075,879.852   714,307.998   MT  1.00016467   +1 58 41.0
 DO6981
 DO6981!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DO6981!SPC MN C     -   0.99995439  x   0.99996481  =   0.99991921
 DO6981!UTM  14      -   0.99995439  x   1.00016467  =   1.00011906
 DO6981
 DO6981_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQR1430775879(NAD 83)
 DO6981
 DO6981                          SUPERSEDED SURVEY CONTROL
 DO6981
 DO6981  NAVD 88 (06/17/14)  317.288  (m)         1040.97   (f) SUPERSEDED  2 1
 DO6981
 DO6981.Superseded values are not recommended for survey control.
 DO6981
 DO6981.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DO6981.See file dsdata.pdf to determine how the superseded data were derived.
 DO6981
 DO6981_MARKER: DB = BENCH MARK DISK
 DO6981_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 DO6981_STAMPING: 2603 A 1963
 DO6981_MARK LOGO: MNHD
 DO6981_PROJECTION: FLUSH
 DO6981_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DO6981_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DO6981_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DO6981+SATELLITE: SATELLITE OBSERVATIONS - June 27, 2013
 DO6981
 DO6981  HISTORY     - Date     Condition        Report By
 DO6981  HISTORY     - 19630401 MONUMENTED       MNHD
 DO6981  HISTORY     - 20120822 GOOD             MNDT
 DO6981  HISTORY     - 20130627 GOOD             MNDT
 DO6981
 DO6981                          STATION DESCRIPTION
 DO6981
 DO6981'DESCRIBED BY MN DEPT OF TRANSP 2012 (KMS)
 DO6981'THE BENCH MARK IS LOCATED ABOUT 10.7 MI (17.3 KM) NORTHEAST OF DUMONT,
 DO6981'10.2 MI (16.4 KM) SOUTH OF CHARLESVILLE AND 4.8 MI (7.7 KM) WEST OF
 DO6981'HERMAN.
 DO6981'
 DO6981'WEST OF HERMAN, 4.8 MILES WEST ALONG TRUNK HIGHWAY 27 FROM JUNCTION OF
 DO6981'TRUNK HIGHWAY 27 AND TRUNK HIGHWAY 9 IN HERMAN, AT TRUNK HIGHWAY 27
 DO6981'MILEPOINT 36.1.
 DO6981'
 DO6981'THE BENCH MARK IS FOUND 73 FEET SOUTH OF TRUNK HIGHWAY 27 AND 0.5 FOOT
 DO6981'NORTH OF A WITNESS POST.
 DO6981
 DO6981                          STATION RECOVERY (2013)
 DO6981
 DO6981'RECOVERY NOTE BY MN DEPT OF TRANSP 2013 (DXS)
 DO6981'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DO6983 ***********************************************************************
 DO6983  DESIGNATION -  2603 B
 DO6983  PID         -  DO6983
 DO6983  STATE/COUNTY-  MN/GRANT
 DO6983  COUNTRY     -  US
 DO6983  USGS QUAD   -  HERMAN (2019)
 DO6983
 DO6983                         *CURRENT SURVEY CONTROL
 DO6983  ______________________________________________________________________
 DO6983* NAD 83(1986) POSITION- 45 48 12.32   (N) 096 13 43.14   (W)   HD_HELD1
 DO6983* NAVD 88 ORTHO HEIGHT -   317.897 (meters)     1042.97  (feet) ADJUSTED
 DO6983  ______________________________________________________________________
 DO6983  GEOID HEIGHT    -        -26.361 (meters)                     GEOID18
 DO6983  DYNAMIC HEIGHT  -        317.893 (meters)     1042.95  (feet) COMP
 DO6983  MODELED GRAVITY -    980,593.1   (mgal)                       NAVD 88
 DO6983
 DO6983  VERT ORDER      -  SECOND    CLASS I
 DO6983
 DO6983.The horizontal coordinates were determined by differentially corrected
 DO6983.hand held GPS observations or other comparable positioning techniques
 DO6983.and have an estimated accuracy of +/- 3 meters.
 DO6983
 DO6983.The orthometric height was determined by differential leveling and
 DO6983.adjusted by the NATIONAL GEODETIC SURVEY
 DO6983.in March 2020.
 DO6983
 DO6983.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO6983.GEOID18 height accuracy estimate available here.
 DO6983
 DO6983.Click photographs - Photos may exist for this station.
 DO6983
 DO6983.The dynamic height is computed by dividing the NAVD 88
 DO6983.geopotential number by the normal gravity value computed on the
 DO6983.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO6983.degrees latitude (g = 980.6199 gals.).
 DO6983
 DO6983.The modeled gravity was interpolated from observed gravity values.
 DO6983
 DO6983;                    North         East    Units  Estimated Accuracy
 DO6983;SPC MN C     -   191,218.6     646,206.8     MT  (+/- 3 meters HH1 GPS) 
 DO6983
 DO6983_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQR1534875942(NAD 83)
 DO6983
 DO6983                          SUPERSEDED SURVEY CONTROL
 DO6983
 DO6983  NAVD 88 (06/17/14)  317.924  (m)         1043.06   (f) SUPERSEDED  2 1
 DO6983
 DO6983.Superseded values are not recommended for survey control.
 DO6983
 DO6983.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DO6983.See file dsdata.pdf to determine how the superseded data were derived.
 DO6983
 DO6983_MARKER: DB = BENCH MARK DISK
 DO6983_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 DO6983_SP_SET: BOX CULVERT HEADWALL
 DO6983_STAMPING: 2603 B 1963
 DO6983_MARK LOGO: MNHD
 DO6983_MAGNETIC: N = NO MAGNETIC MATERIAL
 DO6983_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DO6983+STABILITY: SURFACE MOTION
 DO6983_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DO6983+SATELLITE: SATELLITE OBSERVATIONS - July 08, 2009
 DO6983
 DO6983  HISTORY     - Date     Condition        Report By
 DO6983  HISTORY     - 19630401 MONUMENTED       MNHD
 DO6983  HISTORY     - 20090708 GOOD             MNDT
 DO6983
 DO6983                          STATION DESCRIPTION
 DO6983
 DO6983'DESCRIBED BY MN DEPT OF TRANSP 2009 (JBG)
 DO6983'THE MARK IS LOCATED ABOUT 11.3 MI (18.2 KM) EAST-NORTHEAST OF DUMONT,
 DO6983'10.2 MI (16.4 KM) SOUTH OF CHARLESVILLE AND 4.2 MI (6.8 KM) WEST OF
 DO6983'HERMAN.
 DO6983'
 DO6983'WEST OF HERMAN, 4.2 MI (6.8 KM) WEST ALONG TRUNK HIGHWAY 27 FROM THE
 DO6983'JUNCTION OF TRUNK HIGHWAY 27 AND TRUNK HIGHWAY 9 IN HERMAN, AT TRUNK
 DO6983'HIGHWAY 27 MILE POINT 36.8.
 DO6983'
 DO6983'THE BENCH MARK IS FOUND AT THE EAST END OF THE NORTH HEADWALL OF A BOX
 DO6983'CULVERT, 30 FT (9.1 M) NORTH OF TRUNK HIGHWAY 27 AND 95.6 FT (29.1 M)
 DO6983'SOUTHEAST OF STATION 2603 G.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DO6984 ***********************************************************************
 DO6984  DESIGNATION -  2603 C
 DO6984  PID         -  DO6984
 DO6984  STATE/COUNTY-  MN/GRANT
 DO6984  COUNTRY     -  US
 DO6984  USGS QUAD   -  HERMAN (2019)
 DO6984
 DO6984                         *CURRENT SURVEY CONTROL
 DO6984  ______________________________________________________________________
 DO6984* NAD 83(1986) POSITION- 45 48 12.37   (N) 096 12 47.68   (W)   HD_HELD1
 DO6984* NAVD 88 ORTHO HEIGHT -   318.936 (meters)     1046.38  (feet) ADJUSTED
 DO6984  ______________________________________________________________________
 DO6984  GEOID HEIGHT    -        -26.354 (meters)                     GEOID18
 DO6984  DYNAMIC HEIGHT  -        318.932 (meters)     1046.36  (feet) COMP
 DO6984  MODELED GRAVITY -    980,593.2   (mgal)                       NAVD 88
 DO6984
 DO6984  VERT ORDER      -  SECOND    CLASS I
 DO6984
 DO6984.The horizontal coordinates were determined by differentially corrected
 DO6984.hand held GPS observations or other comparable positioning techniques
 DO6984.and have an estimated accuracy of +/- 3 meters.
 DO6984
 DO6984.The orthometric height was determined by differential leveling and
 DO6984.adjusted by the NATIONAL GEODETIC SURVEY
 DO6984.in March 2020.
 DO6984
 DO6984.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO6984.GEOID18 height accuracy estimate available here.
 DO6984
 DO6984.Click photographs - Photos may exist for this station.
 DO6984
 DO6984.The dynamic height is computed by dividing the NAVD 88
 DO6984.geopotential number by the normal gravity value computed on the
 DO6984.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO6984.degrees latitude (g = 980.6199 gals.).
 DO6984
 DO6984.The modeled gravity was interpolated from observed gravity values.
 DO6984
 DO6984;                    North         East    Units  Estimated Accuracy
 DO6984;SPC MN C     -   191,190.4     647,404.0     MT  (+/- 3 meters HH1 GPS) 
 DO6984
 DO6984_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQR1654575985(NAD 83)
 DO6984
 DO6984                          SUPERSEDED SURVEY CONTROL
 DO6984
 DO6984  NAVD 88 (06/17/14)  318.963  (m)         1046.46   (f) SUPERSEDED  2 1
 DO6984
 DO6984.Superseded values are not recommended for survey control.
 DO6984
 DO6984.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DO6984.See file dsdata.pdf to determine how the superseded data were derived.
 DO6984
 DO6984_MARKER: DB = BENCH MARK DISK
 DO6984_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 DO6984_SP_SET: CULVERT
 DO6984_STAMPING: 2603 C 1963
 DO6984_MARK LOGO: MNHD
 DO6984_MAGNETIC: N = NO MAGNETIC MATERIAL
 DO6984_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DO6984+STABILITY: SURFACE MOTION
 DO6984_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DO6984+SATELLITE: SATELLITE OBSERVATIONS - July 08, 2009
 DO6984
 DO6984  HISTORY     - Date     Condition        Report By
 DO6984  HISTORY     - 19630401 MONUMENTED       MNHD
 DO6984  HISTORY     - 20090708 GOOD             MNDT
 DO6984
 DO6984                          STATION DESCRIPTION
 DO6984
 DO6984'DESCRIBED BY MN DEPT OF TRANSP 2009 (JBG)
 DO6984'THE BENCH MARK IS LOCATED ABOUT 11.9 MI (19.1 KM) EAST-NORTHEAST OF
 DO6984'DUMONT, 10.4 MI (16.7 KM) SOUTH-SOUTHEAST OF CHARLESVILLE AND 3.4 MI
 DO6984'(5.5 KM) WEST OF HERMAN.
 DO6984'
 DO6984'WEST OF HERMAN, 3.5 MI (5.6 KM) WEST ALONG TRUNK HIGHWAY 27 FROM THE
 DO6984'JUNCTION OF TRUNK HIGHWAY 27 AND TRUNK HIGHWAY 9 IN HERMAN, AT TRUNK
 DO6984'HIGHWAY 27 MILE POINT 37.5.
 DO6984'
 DO6984'THE BENCH MARK IS FOUND AT THE SOUTH END CORNER OF A DOUBLE BOX
 DO6984'CULVERT HEADWALL ALONG THE EAST SIDE OF 320TH AVENUE, 57.8 FT (17.6 M)
 DO6984'SOUTHEAST OF STATION 2603 H AND 45 FT (13.7 M) NORTH OF TRUNK HIGHWAY
 DO6984'27.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DO6986 ***********************************************************************
 DO6986  DESIGNATION -  2603 D
 DO6986  PID         -  DO6986
 DO6986  STATE/COUNTY-  MN/GRANT
 DO6986  COUNTRY     -  US
 DO6986  USGS QUAD   -  HERMAN (2019)
 DO6986
 DO6986                         *CURRENT SURVEY CONTROL
 DO6986  ______________________________________________________________________
 DO6986* NAD 83(2011) POSITION- 45 48 10.81503(N) 096 11 32.18065(W)   ADJUSTED
 DO6986* NAD 83(2011) ELLIP HT-   294.085 (meters)        (08/11/14)   ADJUSTED
 DO6986* NAD 83(2011) EPOCH   -  2010.00
 DO6986* NAVD 88 ORTHO HEIGHT -   320.400 (meters)     1051.18  (feet) ADJUSTED
 DO6986  ______________________________________________________________________
 DO6986  GEOID HEIGHT    -        -26.344 (meters)                     GEOID18
 DO6986  NAD 83(2011) X  -   -480,458.841 (meters)                     COMP
 DO6986  NAD 83(2011) Y  - -4,428,261.356 (meters)                     COMP
 DO6986  NAD 83(2011) Z  -  4,550,221.121 (meters)                     COMP
 DO6986  LAPLACE CORR    -          1.26  (seconds)                    DEFLEC18
 DO6986  DYNAMIC HEIGHT  -        320.396 (meters)     1051.17  (feet) COMP
 DO6986  MODELED GRAVITY -    980,593.1   (mgal)                       NAVD 88
 DO6986
 DO6986  VERT ORDER      -  SECOND    CLASS I
 DO6986
 DO6986  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DO6986  Standards:
 DO6986         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DO6986            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DO6986  -------------------------------------------------------------------
 DO6986  NETWORK    0.37   0.59           0.17   0.13   0.30     -0.09722582
 DO6986  -------------------------------------------------------------------
 DO6986  Click here for local accuracies and other accuracy information.
 DO6986
 DO6986.The horizontal coordinates were established by GPS observations
 DO6986.and adjusted by the MN DEPT OF TRANSP in August 2014.
 DO6986
 DO6986.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DO6986.been affixed to the stable North American tectonic plate. See 
 DO6986.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DO6986
 DO6986.The horizontal coordinates are valid at the epoch date displayed above
 DO6986.which is a decimal equivalence of Year/Month/Day.
 DO6986
 DO6986.The orthometric height was determined by differential leveling and
 DO6986.adjusted by the NATIONAL GEODETIC SURVEY
 DO6986.in March 2020.
 DO6986
 DO6986.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO6986.GEOID18 height accuracy estimate available here.
 DO6986
 DO6986.Click photographs - Photos may exist for this station.
 DO6986
 DO6986.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DO6986
 DO6986.The Laplace correction was computed from DEFLEC18 derived deflections.
 DO6986
 DO6986.The ellipsoidal height was determined by GPS observations
 DO6986.and is referenced to NAD 83.
 DO6986
 DO6986.The dynamic height is computed by dividing the NAVD 88
 DO6986.geopotential number by the normal gravity value computed on the
 DO6986.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO6986.degrees latitude (g = 980.6199 gals.).
 DO6986
 DO6986.The modeled gravity was interpolated from observed gravity values.
 DO6986
 DO6986. The following values were computed from the NAD 83(2011) position.
 DO6986
 DO6986;                    North         East     Units Scale Factor Converg.
 DO6986;SPC MN C     -   191,102.194   649,032.568   MT  0.99996484   -1 24 18.1
 DO6986;SPC MN C     -   626,974.45  2,129,367.68   sFT  0.99996484   -1 24 18.1
 DO6986;UTM  14      - 5,075,994.445   718,176.758   MT  1.00018524   +2 00 49.6
 DO6986
 DO6986!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DO6986!SPC MN C     -   0.99995390  x   0.99996484  =   0.99991874
 DO6986!UTM  14      -   0.99995390  x   1.00018524  =   1.00013913
 DO6986
 DO6986_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQR1817675994(NAD 83)
 DO6986
 DO6986                          SUPERSEDED SURVEY CONTROL
 DO6986
 DO6986  NAVD 88 (06/17/14)  320.428  (m)         1051.27   (f) SUPERSEDED  2 1
 DO6986
 DO6986.Superseded values are not recommended for survey control.
 DO6986
 DO6986.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DO6986.See file dsdata.pdf to determine how the superseded data were derived.
 DO6986
 DO6986_MARKER: DB = BENCH MARK DISK
 DO6986_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 DO6986_STAMPING: 2603 D 1963
 DO6986_MARK LOGO: MNHD
 DO6986_PROJECTION: PROJECTING 3 CENTIMETERS
 DO6986_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DO6986_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DO6986_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DO6986+SATELLITE: SATELLITE OBSERVATIONS - December 17, 2024
 DO6986
 DO6986  HISTORY     - Date     Condition        Report By
 DO6986  HISTORY     - 19630401 MONUMENTED       MNHD
 DO6986  HISTORY     - 20100909 GOOD             MNDT
 DO6986  HISTORY     - 20130522 GOOD             MNDT
 DO6986  HISTORY     - 20210623 GOOD             MNDT
 DO6986  HISTORY     - 20241217 GOOD             MNDT
 DO6986
 DO6986                          STATION DESCRIPTION
 DO6986
 DO6986'DESCRIBED BY MN DEPT OF TRANSP 2010 (KMS)
 DO6986'THE BENCH MARK IS LOCATED ABOUT 11.7 MI (18.8 KM) NORTHWEST OF
 DO6986'DONNELLY, 10.7 MI (17.2 KM) SOUTH-SOUTHEAST OF CHARLESVILLE AND 2.5 MI
 DO6986'(4.0 KM) WEST OF HERMAN.
 DO6986'
 DO6986'WEST OF HERMAN, 2.5 MI (4.0 KM) WEST ALONG TRUNK HIGHWAY 27 FROM THE
 DO6986'JUNCTION OF TRUNK HIGHWAY 27 AND TRUNK HIGHWAY 9 IN HERMAN, AT TRUNK
 DO6986'HIGHWAY 27 MILE POINT 38.5.
 DO6986'
 DO6986'THE BENCH MARK IS FOUND 75 FT (22.9 M) SOUTH OF TRUNK HIGHWAY 27, 64
 DO6986'FT (19.5 M) EAST OF COUNTY ROAD 32, 15.4 FT (4.7 M) EAST OF A POWER
 DO6986'POLE AND 0.5 FT (15 CM) NORTH OF A WITNESS POST.
 DO6986
 DO6986                          STATION RECOVERY (2013)
 DO6986
 DO6986'RECOVERY NOTE BY MN DEPT OF TRANSP 2013 (BEN)
 DO6986'2.5 MILES WEST OF HERMAN, 2.5 MILES WEST ALONG TRUNK HIGHWAY 27 FROM
 DO6986'JUNCTION OF TRUNK HIGHWAY 27 AND TRUNK HIGHWAY 9 IN HERMAN, AT TRUNK
 DO6986'HIGHWAY 27 MILEPOINT 38.5, 75 FEET SOUTH OF TRUNK HIGHWAY 27, 64 FEET
 DO6986'EAST OF COUNTY ROAD 32, 15.4 FEET EAST OF POWER POLE, 0.5 FOOT NORTH
 DO6986'OF WITNESS POST.
 DO6986
 DO6986                          STATION RECOVERY (2021)
 DO6986
 DO6986'RECOVERY NOTE BY MN DEPT OF TRANSP 2021 (TJD)
 DO6986'RECOVERED IN GOOD CONDITION.
 DO6986
 DO6986                          STATION RECOVERY (2024)
 DO6986
 DO6986'RECOVERY NOTE BY MN DEPT OF TRANSP 2024 (MPP)
 DO6986'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DK7354 ***********************************************************************
 DK7354  DESIGNATION -  2603 F
 DK7354  PID         -  DK7354
 DK7354  STATE/COUNTY-  MN/GRANT
 DK7354  COUNTRY     -  US
 DK7354  USGS QUAD   -  HERMAN (2019)
 DK7354
 DK7354                         *CURRENT SURVEY CONTROL
 DK7354  ______________________________________________________________________
 DK7354* NAD 83(1986) POSITION- 45 48 20.23   (N) 096 08 58.84   (W)   HD_HELD1
 DK7354* NAVD 88 ORTHO HEIGHT -   326.363 (meters)     1070.74  (feet) ADJUSTED
 DK7354  ______________________________________________________________________
 DK7354  GEOID HEIGHT    -        -26.327 (meters)                     GEOID18
 DK7354  DYNAMIC HEIGHT  -        326.358 (meters)     1070.73  (feet) COMP
 DK7354  MODELED GRAVITY -    980,593.0   (mgal)                       NAVD 88
 DK7354
 DK7354  VERT ORDER      -  SECOND    CLASS I
 DK7354
 DK7354.The horizontal coordinates were determined by differentially corrected
 DK7354.hand held GPS observations or other comparable positioning techniques
 DK7354.and have an estimated accuracy of +/- 3 meters.
 DK7354
 DK7354.The orthometric height was determined by differential leveling and
 DK7354.adjusted by the NATIONAL GEODETIC SURVEY
 DK7354.in March 2020.
 DK7354
 DK7354.Significant digits in the geoid height do not necessarily reflect accuracy.
 DK7354.GEOID18 height accuracy estimate available here.
 DK7354
 DK7354.Click photographs - Photos may exist for this station.
 DK7354
 DK7354.The dynamic height is computed by dividing the NAVD 88
 DK7354.geopotential number by the normal gravity value computed on the
 DK7354.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK7354.degrees latitude (g = 980.6199 gals.).
 DK7354
 DK7354.The modeled gravity was interpolated from observed gravity values.
 DK7354
 DK7354;                    North         East    Units  Estimated Accuracy
 DK7354;SPC MN C     -   191,312.5     652,349.7     MT  (+/- 3 meters HH1 GPS) 
 DK7354
 DK7354_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQR2147676402(NAD 83)
 DK7354
 DK7354                          SUPERSEDED SURVEY CONTROL
 DK7354
 DK7354  NAVD 88 (04/02/09)  326.393  (m)         1070.84   (f) SUPERSEDED  2 1
 DK7354
 DK7354.Superseded values are not recommended for survey control.
 DK7354
 DK7354.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK7354.See file dsdata.pdf to determine how the superseded data were derived.
 DK7354
 DK7354_MARKER: DB = BENCH MARK DISK
 DK7354_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 DK7354_STAMPING: 2603 F 1963
 DK7354_MARK LOGO: MNHD
 DK7354_PROJECTION: PROJECTING 8 CENTIMETERS
 DK7354_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DK7354_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DK7354_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DK7354+SATELLITE: SATELLITE OBSERVATIONS - October 23, 2023
 DK7354
 DK7354  HISTORY     - Date     Condition        Report By
 DK7354  HISTORY     - 19630401 MONUMENTED       MNHD
 DK7354  HISTORY     - 20051206 GOOD             MNDT
 DK7354  HISTORY     - 20090708 GOOD             MNDT
 DK7354  HISTORY     - 20231023 GOOD             MNDT
 DK7354
 DK7354                          STATION DESCRIPTION
 DK7354
 DK7354'DESCRIBED BY MN DEPT OF TRANSP 2005 (WAS)
 DK7354'THE MARK IS LOCATED ABOUT 11.4 MI (18.3 KM) SOUTH-SOUTHEAST OF
 DK7354'CHARLESVILLE, 10.4 MI (16.7 KM) NORTHWEST OF DONNELLY AND 0.4 MI (0.6
 DK7354'KM) WEST-SOUTHWEST OF HERMAN AND 400 FT (121.9 M) WEST OF WEST LIMITS
 DK7354'OF HERMAN, 0.4 MI (0.6 KM) WEST OF THE JUNCTION OF TRUNK HIGHWAY 27
 DK7354'AND TRUNK HIGHWAY 9 IN HERMAN, AT TRUNK HIGHWAY 27 MILE POINT 40.62,
 DK7354'70 FT (21.3 M) SOUTH-SOUTHEAST OF TRUNK HIGHWAY 27, 0.8 FT (0.2 M)
 DK7354'NORTHEAST OF A WITNESS POST.
 DK7354
 DK7354                          STATION RECOVERY (2009)
 DK7354
 DK7354'RECOVERY NOTE BY MN DEPT OF TRANSP 2009 (JBG)
 DK7354'RECOVERED AS DESCRIBED WITH THE ADDITION, 12.3 FT (3.7 M) SOUTH OF A
 DK7354'POWER POLE WITH 2 GUY WIRES.
 DK7354
 DK7354                          STATION RECOVERY (2023)
 DK7354
 DK7354'RECOVERY NOTE BY MN DEPT OF TRANSP 2023 (KMS)
 DK7354'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DO6982 ***********************************************************************
 DO6982  DESIGNATION -  2603 G
 DO6982  PID         -  DO6982
 DO6982  STATE/COUNTY-  MN/GRANT
 DO6982  COUNTRY     -  US
 DO6982  USGS QUAD   -  HERMAN (2019)
 DO6982
 DO6982                         *CURRENT SURVEY CONTROL
 DO6982  ______________________________________________________________________
 DO6982* NAD 83(2011) POSITION- 45 48 12.72962(N) 096 13 44.34957(W)   ADJUSTED
 DO6982* NAD 83(2011) ELLIP HT-   291.170 (meters)        (04/10/25)   ADJUSTED
 DO6982* NAD 83(2011) EPOCH   -  2010.00
 DO6982* NAVD 88 ORTHO HEIGHT -   317.501 (meters)     1041.67  (feet) ADJUSTED
 DO6982  ______________________________________________________________________
 DO6982  GEOID HEIGHT    -        -26.361 (meters)                     GEOID18
 DO6982  NAD 83(2011) X  -   -483,291.433 (meters)                     COMP
 DO6982  NAD 83(2011) Y  - -4,427,908.430 (meters)                     COMP
 DO6982  NAD 83(2011) Z  -  4,550,260.241 (meters)                     COMP
 DO6982  LAPLACE CORR    -          1.14  (seconds)                    DEFLEC18
 DO6982  DYNAMIC HEIGHT  -        317.497 (meters)     1041.65  (feet) COMP
 DO6982  MODELED GRAVITY -    980,593.1   (mgal)                       NAVD 88
 DO6982
 DO6982  VERT ORDER      -  SECOND    CLASS I
 DO6982
 DO6982  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DO6982  Standards:
 DO6982         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DO6982            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DO6982  -------------------------------------------------------------------
 DO6982  NETWORK    0.40   0.65           0.18   0.14   0.33     -0.08256933
 DO6982  -------------------------------------------------------------------
 DO6982  Click here for local accuracies and other accuracy information.
 DO6982
 DO6982.The horizontal coordinates were established by GPS observations
 DO6982.and adjusted by the MN DEPT OF TRANSP in April 2025.
 DO6982
 DO6982.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DO6982.been affixed to the stable North American tectonic plate. See 
 DO6982.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DO6982
 DO6982.The horizontal coordinates are valid at the epoch date displayed above
 DO6982.which is a decimal equivalence of Year/Month/Day.
 DO6982
 DO6982.The orthometric height was determined by differential leveling and
 DO6982.adjusted by the NATIONAL GEODETIC SURVEY
 DO6982.in March 2020.
 DO6982
 DO6982.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO6982.GEOID18 height accuracy estimate available here.
 DO6982
 DO6982.Click photographs - Photos may exist for this station.
 DO6982
 DO6982.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DO6982
 DO6982.The Laplace correction was computed from DEFLEC18 derived deflections.
 DO6982
 DO6982.The ellipsoidal height was determined by GPS observations
 DO6982.and is referenced to NAD 83.
 DO6982
 DO6982.The dynamic height is computed by dividing the NAVD 88
 DO6982.geopotential number by the normal gravity value computed on the
 DO6982.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO6982.degrees latitude (g = 980.6199 gals.).
 DO6982
 DO6982.The modeled gravity was interpolated from observed gravity values.
 DO6982
 DO6982. The following values were computed from the NAD 83(2011) position.
 DO6982
 DO6982;                    North         East     Units Scale Factor Converg.
 DO6982;SPC MN C     -   191,231.924   646,180.988   MT  0.99996475   -1 25 53.7
 DO6982;SPC MN C     -   627,400.07  2,120,012.12   sFT  0.99996475   -1 25 53.7
 DO6982;UTM  14      - 5,075,953.879   715,321.909   MT  1.00017003   +1 59 14.8
 DO6982
 DO6982!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DO6982!SPC MN C     -   0.99995435  x   0.99996475  =   0.99991911
 DO6982!UTM  14      -   0.99995435  x   1.00017003  =   1.00012438
 DO6982
 DO6982_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQR1532175953(NAD 83)
 DO6982
 DO6982                          SUPERSEDED SURVEY CONTROL
 DO6982
 DO6982  NAVD 88 (06/17/14)  317.527  (m)         1041.75   (f) SUPERSEDED  2 1
 DO6982
 DO6982.Superseded values are not recommended for survey control.
 DO6982
 DO6982.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DO6982.See file dsdata.pdf to determine how the superseded data were derived.
 DO6982
 DO6982_MARKER: I = METAL ROD
 DO6982_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DO6982_STAMPING: 2306 G 2010
 DO6982_MARK LOGO: MNDT
 DO6982_PROJECTION: RECESSED 3 CENTIMETERS
 DO6982_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DO6982_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DO6982_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DO6982+SATELLITE: SATELLITE OBSERVATIONS - December 17, 2024
 DO6982_ROD/PIPE-DEPTH: 12.2 meters
 DO6982
 DO6982  HISTORY     - Date     Condition        Report By
 DO6982  HISTORY     - 20101020 MONUMENTED       MNDT
 DO6982  HISTORY     - 20210623 GOOD             MNDT
 DO6982  HISTORY     - 20241217 GOOD             MNDT
 DO6982
 DO6982                          STATION DESCRIPTION
 DO6982
 DO6982'DESCRIBED BY MN DEPT OF TRANSP 2010
 DO6982'THE ROD MARK IS LOCATED ABOUT 11.3 MI (18.2 KM) EAST-NORTHEAST OF
 DO6982'DUMONT, 10.2 MI (16.4 KM) SOUTH OF CHARLESVILLE AND 4.2 MI (6.8 KM)
 DO6982'WEST OF HERMAN.
 DO6982'
 DO6982'WEST OF HERMAN, 4.2 MI (6.8 KM) WEST ALONG TRUNK HIGHWAY 27 FROM THE
 DO6982'JUNCTION OF TRUNK HIGHWAY 27 AND TRUNK HIGHWAY 9 IN HERMAN, AT TRUNK
 DO6982'HIGHWAY 27 MILE POINT 36.80.
 DO6982'
 DO6982'THE ROD MARK WITH GEODETIC CONTROL DISK IS FOUND 95.6 FT (29.1 M)
 DO6982'NORTHWEST OF STATION 2603 B, 69.8 FT (21.3 M) NORTH OF TRUNK HIGHWAY
 DO6982'27, 32.7 FT (10.0 M) EAST OF A FIELD ENTRANCE AND 4.1 FT (1.2 M) WEST
 DO6982'OF A WITNESS POST.
 DO6982
 DO6982                          STATION RECOVERY (2021)
 DO6982
 DO6982'RECOVERY NOTE BY MN DEPT OF TRANSP 2021 (TJD)
 DO6982'4.2 MI (6.8 KM) WEST OF HERMAN, 4.2 MI (6.8 KM) WEST ALONG TRUNK
 DO6982'HIGHWAY 27 FROM THE JUNCTION OF TRUNK HIGHWAY 27 AND TRUNK HIGHWAY 9
 DO6982'IN HERMAN, AT TRUNK HIGHWAY 27 MILE POINT 36.80, 95.6 FT (29.1 M)
 DO6982'NORTHWEST OF THE STATION 2603 B, 69.8 FT (21.3 M) NORTH OF TRUNK
 DO6982'HIGHWAY 27, 32.7 FT (10.0 M) EAST OF A FIELD ENTRANCE, 5.0 FT (1.5 M)
 DO6982'WEST OF A WITNESS POST.
 DO6982
 DO6982                          STATION RECOVERY (2024)
 DO6982
 DO6982'RECOVERY NOTE BY MN DEPT OF TRANSP 2024 (MPP)
 DO6982'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DO6985 ***********************************************************************
 DO6985  DESIGNATION -  2603 H
 DO6985  PID         -  DO6985
 DO6985  STATE/COUNTY-  MN/GRANT
 DO6985  COUNTRY     -  US
 DO6985  USGS QUAD   -  HERMAN (2019)
 DO6985
 DO6985                         *CURRENT SURVEY CONTROL
 DO6985  ______________________________________________________________________
 DO6985* NAD 83(2011) POSITION- 45 48 12.74115(N) 096 12 48.28833(W)   ADJUSTED
 DO6985* NAD 83(2011) ELLIP HT-   292.575 (meters)        (04/10/25)   ADJUSTED
 DO6985* NAD 83(2011) EPOCH   -  2010.00
 DO6985* NAVD 88 ORTHO HEIGHT -   318.905 (meters)     1046.27  (feet) ADJUSTED
 DO6985  ______________________________________________________________________
 DO6985  GEOID HEIGHT    -        -26.354 (meters)                     GEOID18
 DO6985  NAD 83(2011) X  -   -482,088.021 (meters)                     COMP
 DO6985  NAD 83(2011) Y  - -4,428,040.342 (meters)                     COMP
 DO6985  NAD 83(2011) Z  -  4,550,261.496 (meters)                     COMP
 DO6985  LAPLACE CORR    -          1.18  (seconds)                    DEFLEC18
 DO6985  DYNAMIC HEIGHT  -        318.901 (meters)     1046.26  (feet) COMP
 DO6985  MODELED GRAVITY -    980,593.2   (mgal)                       NAVD 88
 DO6985
 DO6985  VERT ORDER      -  SECOND    CLASS I
 DO6985
 DO6985  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DO6985  Standards:
 DO6985         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DO6985            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DO6985  -------------------------------------------------------------------
 DO6985  NETWORK    0.40   0.65           0.18   0.14   0.33     -0.09752622
 DO6985  -------------------------------------------------------------------
 DO6985  Click here for local accuracies and other accuracy information.
 DO6985
 DO6985.The horizontal coordinates were established by GPS observations
 DO6985.and adjusted by the MN DEPT OF TRANSP in April 2025.
 DO6985
 DO6985.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DO6985.been affixed to the stable North American tectonic plate. See 
 DO6985.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DO6985
 DO6985.The horizontal coordinates are valid at the epoch date displayed above
 DO6985.which is a decimal equivalence of Year/Month/Day.
 DO6985
 DO6985.The orthometric height was determined by differential leveling and
 DO6985.adjusted by the NATIONAL GEODETIC SURVEY
 DO6985.in March 2020.
 DO6985
 DO6985.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO6985.GEOID18 height accuracy estimate available here.
 DO6985
 DO6985.Click photographs - Photos may exist for this station.
 DO6985
 DO6985.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DO6985
 DO6985.The Laplace correction was computed from DEFLEC18 derived deflections.
 DO6985
 DO6985.The ellipsoidal height was determined by GPS observations
 DO6985.and is referenced to NAD 83.
 DO6985
 DO6985.The dynamic height is computed by dividing the NAVD 88
 DO6985.geopotential number by the normal gravity value computed on the
 DO6985.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO6985.degrees latitude (g = 980.6199 gals.).
 DO6985
 DO6985.The modeled gravity was interpolated from observed gravity values.
 DO6985
 DO6985. The following values were computed from the NAD 83(2011) position.
 DO6985
 DO6985;                    North         East     Units Scale Factor Converg.
 DO6985;SPC MN C     -   191,202.156   647,391.144   MT  0.99996475   -1 25 13.1
 DO6985;SPC MN C     -   627,302.41  2,123,982.44   sFT  0.99996475   -1 25 13.1
 DO6985;UTM  14      - 5,075,996.343   716,531.939   MT  1.00017645   +1 59 55.1
 DO6985
 DO6985!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DO6985!SPC MN C     -   0.99995413  x   0.99996475  =   0.99991889
 DO6985!UTM  14      -   0.99995413  x   1.00017645  =   1.00013058
 DO6985
 DO6985_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQR1653175996(NAD 83)
 DO6985
 DO6985                          SUPERSEDED SURVEY CONTROL
 DO6985
 DO6985  NAVD 88 (06/17/14)  318.932  (m)         1046.36   (f) SUPERSEDED  2 1
 DO6985
 DO6985.Superseded values are not recommended for survey control.
 DO6985
 DO6985.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DO6985.See file dsdata.pdf to determine how the superseded data were derived.
 DO6985
 DO6985_MARKER: I = METAL ROD
 DO6985_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DO6985_STAMPING: 2603 H 2010
 DO6985_MARK LOGO: MNDT
 DO6985_PROJECTION: RECESSED 8 CENTIMETERS
 DO6985_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DO6985_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DO6985_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DO6985+SATELLITE: SATELLITE OBSERVATIONS - December 23, 2024
 DO6985_ROD/PIPE-DEPTH: 7.6 meters
 DO6985
 DO6985  HISTORY     - Date     Condition        Report By
 DO6985  HISTORY     - 20101020 MONUMENTED       MNDT
 DO6985  HISTORY     - 20241223 GOOD             MNDT
 DO6985
 DO6985                          STATION DESCRIPTION
 DO6985
 DO6985'DESCRIBED BY MN DEPT OF TRANSP 2010
 DO6985'THE ROD MARK IS LOCATED ABOUT 11.9 MI (19.1 KM) EAST-NORTHEAST OF
 DO6985'DUMONT, 10.4 MI (16.7 KM) SOUTH-SOUTHEAST OF CHARLESVILLE AND 3.5 MI
 DO6985'(5.6 KM) WEST OF HERMAN.
 DO6985'
 DO6985'WEST OF HERMAN, 3.45 MI (5.6 KM) WEST ALONG TRUNK HIGHWAY 27 FROM THE
 DO6985'JUNCTION OF TRUNK HIGHWAY 27 AND TRUNK HIGHWAY 9 IN HERMAN, AT TRUNK
 DO6985'HIGHWAY 27 MILE POINT 37.50.
 DO6985'
 DO6985'THE ROD MARK WITH GEODETIC CONTROL DISK IS FOUND 90.1 FT (27.5 M)
 DO6985'NORTH OF TRUNK HIGHWAY 27, 57.8 FT (17.6 M) NORTHWEST OF STATION 2603
 DO6985'C, 25.9 FT (7.9 M) WEST OF 320TH AVENUE, 3.3 FT (1.0 M) EAST OF CABLE
 DO6985'BOX NUMBER E13 11, 1.9 FT (0.6 M) EAST OF A RIGHT-OF-WAY POST AND 2.3
 DO6985'FT (0.7 M) NORTH OF A WITNESS POST.
 DO6985
 DO6985                          STATION RECOVERY (2024)
 DO6985
 DO6985'RECOVERY NOTE BY MN DEPT OF TRANSP 2024 (MPP)
 DO6985'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DS2304 ***********************************************************************
 DS2304  HT_MOD      -  This is a Height Modernization Survey Station.
 DS2304  DESIGNATION -  2603 J
 DS2304  PID         -  DS2304
 DS2304  STATE/COUNTY-  MN/GRANT
 DS2304  COUNTRY     -  US
 DS2304  USGS QUAD   -  HERMAN (2019)
 DS2304
 DS2304                         *CURRENT SURVEY CONTROL
 DS2304  ______________________________________________________________________
 DS2304* NAD 83(2011) POSITION- 45 48 31.07221(N) 096 08 37.01589(W)   ADJUSTED
 DS2304* NAD 83(2011) ELLIP HT-   300.781 (meters)        (04/10/25)   ADJUSTED
 DS2304* NAD 83(2011) EPOCH   -  2010.00
 DS2304* NAVD 88 ORTHO HEIGHT -   327.09  (meters)     1073.1   (feet) GPS OBS
 DS2304  ______________________________________________________________________
 DS2304  GEOID HEIGHT    -        -26.327 (meters)                     GEOID18
 DS2304  NAD 83(2011) X  -   -476,650.595 (meters)                     COMP
 DS2304  NAD 83(2011) Y  - -4,428,226.552 (meters)                     COMP
 DS2304  NAD 83(2011) Z  -  4,550,661.922 (meters)                     COMP
 DS2304  LAPLACE CORR    -          1.30  (seconds)                    DEFLEC18
 DS2304
 DS2304  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DS2304  Standards:
 DS2304         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DS2304            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DS2304  -------------------------------------------------------------------
 DS2304  NETWORK    0.26   0.51           0.12   0.09   0.26     -0.00186949
 DS2304  -------------------------------------------------------------------
 DS2304  Click here for local accuracies and other accuracy information.
 DS2304
 DS2304.The horizontal coordinates were established by GPS observations
 DS2304.and adjusted by the MN DEPT OF TRANSP in April 2025.
 DS2304
 DS2304.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DS2304.been affixed to the stable North American tectonic plate. See 
 DS2304.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DS2304
 DS2304.The horizontal coordinates are valid at the epoch date displayed above
 DS2304.which is a decimal equivalence of Year/Month/Day.
 DS2304
 DS2304.The orthometric height was determined by GPS observations and a
 DS2304.high-resolution geoid model using precise GPS observation and
 DS2304.processing techniques.
 DS2304
 DS2304.Significant digits in the geoid height do not necessarily reflect accuracy.
 DS2304.GEOID18 height accuracy estimate available here.
 DS2304
 DS2304.Click photographs - Photos may exist for this station.
 DS2304
 DS2304.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DS2304
 DS2304.The Laplace correction was computed from DEFLEC18 derived deflections.
 DS2304
 DS2304.The ellipsoidal height was determined by GPS observations
 DS2304.and is referenced to NAD 83.
 DS2304
 DS2304. The following values were computed from the NAD 83(2011) position.
 DS2304
 DS2304;                    North         East     Units Scale Factor Converg.
 DS2304;SPC MN C     -   191,635.839   652,828.753   MT  0.99996394   -1 22 11.3
 DS2304;SPC MN C     -   628,725.25  2,141,822.33   sFT  0.99996394   -1 22 11.3
 DS2304;UTM  14      - 5,076,753.694   721,935.232   MT  1.00020558   +2 02 56.1
 DS2304
 DS2304!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DS2304!SPC MN C     -   0.99995285  x   0.99996394  =   0.99991679
 DS2304!UTM  14      -   0.99995285  x   1.00020558  =   1.00015842
 DS2304
 DS2304_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQR2193576753(NAD 83)
 DS2304
 DS2304                          SUPERSEDED SURVEY CONTROL
 DS2304
 DS2304.No superseded survey control is available for this station.
 DS2304
 DS2304_MARKER: F = FLANGE-ENCASED ROD
 DS2304_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DS2304_STAMPING: 2603 J 2023
 DS2304_MARK LOGO: MNDT
 DS2304_PROJECTION: RECESSED 10 CENTIMETERS
 DS2304_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DS2304_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DS2304_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DS2304+SATELLITE: SATELLITE OBSERVATIONS - December 10, 2024
 DS2304_ROD/PIPE-DEPTH: 11.0 meters
 DS2304
 DS2304  HISTORY     - Date     Condition        Report By
 DS2304  HISTORY     - 20230926 MONUMENTED       MNDT
 DS2304  HISTORY     - 20241210 GOOD             MNDT
 DS2304
 DS2304                          STATION DESCRIPTION
 DS2304
 DS2304'DESCRIBED BY MN DEPT OF TRANSP 2023 (TJD)
 DS2304'THE MARK IS LOCATED ABOUT 11.4 MI (18.3 KM) SOUTH-SOUTHEAST OF
 DS2304'CHARLESVILLE, 10.3 MI (16.6 KM) NORTHWEST OF DONNELLY AND IN THE TOWN
 DS2304'OF HERMAN, MN.
 DS2304'
 DS2304'THE MARK WAS LOCATED ABOUT IN HERMAN, AT THE JUNCTION OF TRUNK HIGHWAY
 DS2304'27 AND TRUNK HIGHWAY 9 IN HERMAN, AT TRUNK HIGHWAY 27 MILE POINT 41.0,
 DS2304'49.5 FT (15.1 M) NORTHWEST OF TRUNK HIGHWAY 27.
 DS2304'
 DS2304'IT IS 35.0 FT (10.7 M) SOUTHWEST OF TRUNK HIGHWAY 9, 9.0 FT (2.7 M)
 DS2304'NORTH OF A FIRE HYDRANT AND 4.8 FT (1.5 M) SOUTHWEST OF A WITNESS
 DS2304'POST.
 DS2304'
 DS2304'NOTE-THE STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM ROD
 DS2304'DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION REMOVABLE DISK
 DS2304'SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH PVC
 DS2304'PIPE BACK FILLED WITH WASHED SAND.
 DS2304
 DS2304                          STATION RECOVERY (2024)
 DS2304
 DS2304'RECOVERY NOTE BY MN DEPT OF TRANSP 2024 (MPP)
 DS2304'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DO6992 ***********************************************************************
 DO6992  DESIGNATION -  2604 A
 DO6992  PID         -  DO6992
 DO6992  STATE/COUNTY-  MN/GRANT
 DO6992  COUNTRY     -  US
 DO6992  USGS QUAD   -  NIEMACKL LAKES (2019)
 DO6992
 DO6992                         *CURRENT SURVEY CONTROL
 DO6992  ______________________________________________________________________
 DO6992* NAD 83(2011) POSITION- 45 49 03.14350(N) 096 05 20.53297(W)   ADJUSTED
 DO6992* NAD 83(2011) ELLIP HT-   304.287 (meters)        (04/10/25)   ADJUSTED
 DO6992* NAD 83(2011) EPOCH   -  2010.00
 DO6992* NAVD 88 ORTHO HEIGHT -   330.562 (meters)     1084.52  (feet) ADJUSTED
 DO6992  ______________________________________________________________________
 DO6992  GEOID HEIGHT    -        -26.308 (meters)                     GEOID18
 DO6992  NAD 83(2011) X  -   -472,357.097 (meters)                     COMP
 DO6992  NAD 83(2011) Y  - -4,427,974.963 (meters)                     COMP
 DO6992  NAD 83(2011) Z  -  4,551,354.626 (meters)                     COMP
 DO6992  LAPLACE CORR    -          1.52  (seconds)                    DEFLEC18
 DO6992  DYNAMIC HEIGHT  -        330.558 (meters)     1084.51  (feet) COMP
 DO6992  MODELED GRAVITY -    980,593.4   (mgal)                       NAVD 88
 DO6992
 DO6992  VERT ORDER      -  SECOND    CLASS I
 DO6992
 DO6992  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DO6992  Standards:
 DO6992         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DO6992            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DO6992  -------------------------------------------------------------------
 DO6992  NETWORK    0.42   0.78           0.19   0.15   0.40      0.01773627
 DO6992  -------------------------------------------------------------------
 DO6992  Click here for local accuracies and other accuracy information.
 DO6992
 DO6992.The horizontal coordinates were established by GPS observations
 DO6992.and adjusted by the MN DEPT OF TRANSP in April 2025.
 DO6992
 DO6992.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DO6992.been affixed to the stable North American tectonic plate. See 
 DO6992.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DO6992
 DO6992.The horizontal coordinates are valid at the epoch date displayed above
 DO6992.which is a decimal equivalence of Year/Month/Day.
 DO6992
 DO6992.The orthometric height was determined by differential leveling and
 DO6992.adjusted by the NATIONAL GEODETIC SURVEY
 DO6992.in March 2020.
 DO6992
 DO6992.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO6992.GEOID18 height accuracy estimate available here.
 DO6992
 DO6992.Click photographs - Photos may exist for this station.
 DO6992
 DO6992.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DO6992
 DO6992.The Laplace correction was computed from DEFLEC18 derived deflections.
 DO6992
 DO6992.The ellipsoidal height was determined by GPS observations
 DO6992.and is referenced to NAD 83.
 DO6992
 DO6992.The dynamic height is computed by dividing the NAVD 88
 DO6992.geopotential number by the normal gravity value computed on the
 DO6992.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO6992.degrees latitude (g = 980.6199 gals.).
 DO6992
 DO6992.The modeled gravity was interpolated from observed gravity values.
 DO6992
 DO6992. The following values were computed from the NAD 83(2011) position.
 DO6992
 DO6992;                    North         East     Units Scale Factor Converg.
 DO6992;SPC MN C     -   192,525.764   657,092.799   MT  0.99996253   -1 19 49.2
 DO6992;SPC MN C     -   631,644.94  2,155,811.96   sFT  0.99996253   -1 19 49.2
 DO6992;UTM  14      - 5,077,896.602   726,139.689   MT  1.00022874   +2 05 18.2
 DO6992
 DO6992!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DO6992!SPC MN C     -   0.99995230  x   0.99996253  =   0.99991483
 DO6992!UTM  14      -   0.99995230  x   1.00022874  =   1.00018103
 DO6992
 DO6992_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQR2613977896(NAD 83)
 DO6992
 DO6992                          SUPERSEDED SURVEY CONTROL
 DO6992
 DO6992  NAVD 88 (06/17/14)  330.585  (m)         1084.59   (f) SUPERSEDED  2 1
 DO6992
 DO6992.Superseded values are not recommended for survey control.
 DO6992
 DO6992.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DO6992.See file dsdata.pdf to determine how the superseded data were derived.
 DO6992
 DO6992_MARKER: I = METAL ROD
 DO6992_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DO6992_STAMPING: 2604 A 2010
 DO6992_MARK LOGO: MNDT
 DO6992_PROJECTION: RECESSED 5 CENTIMETERS
 DO6992_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DO6992_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DO6992_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DO6992+SATELLITE: SATELLITE OBSERVATIONS - December 10, 2024
 DO6992_ROD/PIPE-DEPTH: 7.6 meters
 DO6992
 DO6992  HISTORY     - Date     Condition        Report By
 DO6992  HISTORY     - 20101013 MONUMENTED       MNDT
 DO6992  HISTORY     - 20241210 GOOD             MNDT
 DO6992
 DO6992                          STATION DESCRIPTION
 DO6992
 DO6992'DESCRIBED BY MN DEPT OF TRANSP 2010
 DO6992'THE ROD MARK IS LOCATED ABOUT 12.5 MI (20.1 KM) SOUTHEAST OF
 DO6992'CHARLESVILLE, 9.5 MI (15.3 KM) NORTH-NORTHWEST OF DONNELLY AND 2.7 MI
 DO6992'(4.3 KM) EAST-NORTHEAST OF HERMAN.
 DO6992'
 DO6992'EAST OF HERMAN, 2.75 MI (4.4 KM) EAST ALONG TRUNK HIGHWAY 27 FROM THE
 DO6992'JUNCTION OF TRUNK HIGHWAY 27 AND TRUNK HIGHWAY 9 IN HERMAN, AT TRUNK
 DO6992'HIGHWAY 27 MILE POINT 43.70.
 DO6992'
 DO6992'THE ROD MARK WITH GEODETIC CONTROL DISK IS FOUND 58.2 FT (17.7 M)
 DO6992'SOUTH OF TRUNK HIGHWAY 27, 32.4 FT (9.9 M) EAST OF EXTENDED COUNTY
 DO6992'ROAD 9 28.3 FT (8.6 M) EAST OF A FIELD ENTRANCE AND 1.5 FT (0.5 M)
 DO6992'NORTH OF A WITNESS POST.
 DO6992
 DO6992                          STATION RECOVERY (2024)
 DO6992
 DO6992'RECOVERY NOTE BY MN DEPT OF TRANSP 2024 (MPP)
 DO6992'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DO6993 ***********************************************************************
 DO6993  DESIGNATION -  2604 B
 DO6993  PID         -  DO6993
 DO6993  STATE/COUNTY-  MN/GRANT
 DO6993  COUNTRY     -  US
 DO6993  USGS QUAD   -  NIEMACKL LAKES (2019)
 DO6993
 DO6993                         *CURRENT SURVEY CONTROL
 DO6993  ______________________________________________________________________
 DO6993* NAD 83(2011) POSITION- 45 49 03.82331(N) 096 04 05.91842(W)   ADJUSTED
 DO6993* NAD 83(2011) ELLIP HT-   310.603 (meters)        (04/10/25)   ADJUSTED
 DO6993* NAD 83(2011) EPOCH   -  2010.00
 DO6993* NAVD 88 ORTHO HEIGHT -   336.871 (meters)     1105.22  (feet) ADJUSTED
 DO6993  ______________________________________________________________________
 DO6993  GEOID HEIGHT    -        -26.297 (meters)                     GEOID18
 DO6993  NAD 83(2011) X  -   -470,754.158 (meters)                     COMP
 DO6993  NAD 83(2011) Y  - -4,428,134.954 (meters)                     COMP
 DO6993  NAD 83(2011) Z  -  4,551,373.784 (meters)                     COMP
 DO6993  LAPLACE CORR    -          1.51  (seconds)                    DEFLEC18
 DO6993  DYNAMIC HEIGHT  -        336.867 (meters)     1105.20  (feet) COMP
 DO6993  MODELED GRAVITY -    980,593.2   (mgal)                       NAVD 88
 DO6993
 DO6993  VERT ORDER      -  SECOND    CLASS I
 DO6993
 DO6993  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DO6993  Standards:
 DO6993         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DO6993            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DO6993  -------------------------------------------------------------------
 DO6993  NETWORK    0.41   0.74           0.19   0.14   0.38      0.03643125
 DO6993  -------------------------------------------------------------------
 DO6993  Click here for local accuracies and other accuracy information.
 DO6993
 DO6993.The horizontal coordinates were established by GPS observations
 DO6993.and adjusted by the MN DEPT OF TRANSP in April 2025.
 DO6993
 DO6993.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DO6993.been affixed to the stable North American tectonic plate. See 
 DO6993.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DO6993
 DO6993.The horizontal coordinates are valid at the epoch date displayed above
 DO6993.which is a decimal equivalence of Year/Month/Day.
 DO6993
 DO6993.The orthometric height was determined by differential leveling and
 DO6993.adjusted by the NATIONAL GEODETIC SURVEY
 DO6993.in March 2020.
 DO6993
 DO6993.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO6993.GEOID18 height accuracy estimate available here.
 DO6993
 DO6993.Click photographs - Photos may exist for this station.
 DO6993
 DO6993.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DO6993
 DO6993.The Laplace correction was computed from DEFLEC18 derived deflections.
 DO6993
 DO6993.The ellipsoidal height was determined by GPS observations
 DO6993.and is referenced to NAD 83.
 DO6993
 DO6993.The dynamic height is computed by dividing the NAVD 88
 DO6993.geopotential number by the normal gravity value computed on the
 DO6993.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO6993.degrees latitude (g = 980.6199 gals.).
 DO6993
 DO6993.The modeled gravity was interpolated from observed gravity values.
 DO6993
 DO6993. The following values were computed from the NAD 83(2011) position.
 DO6993
 DO6993;                    North         East     Units Scale Factor Converg.
 DO6993;SPC MN C     -   192,509.561   658,703.585   MT  0.99996250   -1 18 55.2
 DO6993;SPC MN C     -   631,591.78  2,161,096.68   sFT  0.99996250   -1 18 55.2
 DO6993;UTM  14      - 5,077,976.504   727,749.010   MT  1.00023773   +2 06 11.9
 DO6993;UTM  15      - 5,078,375.382   261,637.803   MT  1.00029855   -2 12 05.0
 DO6993
 DO6993!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DO6993!SPC MN C     -   0.99995131  x   0.99996250  =   0.99991381
 DO6993!UTM  14      -   0.99995131  x   1.00023773  =   1.00018903
 DO6993!UTM  15      -   0.99995131  x   1.00029855  =   1.00024984
 DO6993
 DO6993_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQR2774977976(NAD 83)
 DO6993
 DO6993                          SUPERSEDED SURVEY CONTROL
 DO6993
 DO6993  NAVD 88 (06/17/14)  336.893  (m)         1105.29   (f) SUPERSEDED  2 1
 DO6993
 DO6993.Superseded values are not recommended for survey control.
 DO6993
 DO6993.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DO6993.See file dsdata.pdf to determine how the superseded data were derived.
 DO6993
 DO6993_MARKER: I = METAL ROD
 DO6993_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DO6993_STAMPING: 2604 B 2010
 DO6993_MARK LOGO: MNDT
 DO6993_PROJECTION: RECESSED 10 CENTIMETERS
 DO6993_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DO6993_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DO6993_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DO6993+SATELLITE: SATELLITE OBSERVATIONS - December 10, 2024
 DO6993_ROD/PIPE-DEPTH: 6.1 meters
 DO6993
 DO6993  HISTORY     - Date     Condition        Report By
 DO6993  HISTORY     - 20101013 MONUMENTED       MNDT
 DO6993  HISTORY     - 20210624 GOOD             MNDT
 DO6993  HISTORY     - 20241210 GOOD             MNDT
 DO6993
 DO6993                          STATION DESCRIPTION
 DO6993
 DO6993'DESCRIBED BY MN DEPT OF TRANSP 2010
 DO6993'THE ROD MARK IS LOCATED ABOUT 13.0 MI (20.9 KM) SOUTH-SOUTHWEST OF
 DO6993'ELBOW LAKE, 9.2 MI (14.8 KM) NORTH-NORTHWEST OF DONNELLY AND 3.7 MI
 DO6993'(6.0 KM) EAST OF HERMAN.
 DO6993'
 DO6993'EAST OF HERMAN, 3.75 MI (6.0 KM) EAST ALONG TRUNK HIGHWAY 27 FROM THE
 DO6993'JUNCTION OF TRUNK HIGHWAY 27 AND TRUNK HIGHWAY 9 IN HERMAN, AT TRUNK
 DO6993'HIGHWAY 27 MILE POINT 44.70.
 DO6993'
 DO6993'THE ROD MARK WITH GEODETIC CONTROL DISK IS FOUND 64.9 FT (19.8 M)
 DO6993'NORTH OF TRUNK HIGHWAY 27, 33.4 FT (10.2 M) EAST OF 250TH AVENUE, 17.0
 DO6993'FT (5.2 M) WEST-SOUTHWEST OF CABLE PEDESTAL NUMBER A21, 9.2 FT (2.8 M)
 DO6993'SOUTH OF THE SOUTHWEST CORNER OF A POWER CABINET AND 1.7 FT (0.5 M)
 DO6993'SOUTH OF A WITNESS POST.
 DO6993
 DO6993                          STATION RECOVERY (2021)
 DO6993
 DO6993'RECOVERY NOTE BY MN DEPT OF TRANSP 2021 (TJD)
 DO6993'RECOVERED IN GOOD CONDITION.
 DO6993
 DO6993                          STATION RECOVERY (2024)
 DO6993
 DO6993'RECOVERY NOTE BY MN DEPT OF TRANSP 2024 (MPP)
 DO6993'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DO6997 ***********************************************************************
 DO6997  DESIGNATION -  2604 D
 DO6997  PID         -  DO6997
 DO6997  STATE/COUNTY-  MN/GRANT
 DO6997  COUNTRY     -  US
 DO6997  USGS QUAD   -  NIEMACKL LAKES (2019)
 DO6997
 DO6997                         *CURRENT SURVEY CONTROL
 DO6997  ______________________________________________________________________
 DO6997* NAD 83(2011) POSITION- 45 49 11.17444(N) 096 00 12.72192(W)   ADJUSTED
 DO6997* NAD 83(2011) ELLIP HT-   323.305 (meters)        (04/10/25)   ADJUSTED
 DO6997* NAD 83(2011) EPOCH   -  2010.00
 DO6997* NAVD 88 ORTHO HEIGHT -   349.539 (meters)     1146.78  (feet) ADJUSTED
 DO6997  ______________________________________________________________________
 DO6997  GEOID HEIGHT    -        -26.262 (meters)                     GEOID18
 DO6997  NAD 83(2011) X  -   -465,731.449 (meters)                     COMP
 DO6997  NAD 83(2011) Y  - -4,428,511.269 (meters)                     COMP
 DO6997  NAD 83(2011) Z  -  4,551,541.077 (meters)                     COMP
 DO6997  LAPLACE CORR    -          1.61  (seconds)                    DEFLEC18
 DO6997  DYNAMIC HEIGHT  -        349.534 (meters)     1146.76  (feet) COMP
 DO6997  MODELED GRAVITY -    980,593.0   (mgal)                       NAVD 88
 DO6997
 DO6997  VERT ORDER      -  SECOND    CLASS I
 DO6997
 DO6997  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DO6997  Standards:
 DO6997         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DO6997            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DO6997  -------------------------------------------------------------------
 DO6997  NETWORK    0.40   0.73           0.18   0.14   0.37     -0.00651024
 DO6997  -------------------------------------------------------------------
 DO6997  Click here for local accuracies and other accuracy information.
 DO6997
 DO6997.The horizontal coordinates were established by GPS observations
 DO6997.and adjusted by the MN DEPT OF TRANSP in April 2025.
 DO6997
 DO6997.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DO6997.been affixed to the stable North American tectonic plate. See 
 DO6997.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DO6997
 DO6997.The horizontal coordinates are valid at the epoch date displayed above
 DO6997.which is a decimal equivalence of Year/Month/Day.
 DO6997
 DO6997.The orthometric height was determined by differential leveling and
 DO6997.adjusted by the NATIONAL GEODETIC SURVEY
 DO6997.in March 2020.
 DO6997
 DO6997.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO6997.GEOID18 height accuracy estimate available here.
 DO6997
 DO6997.Click photographs - Photos may exist for this station.
 DO6997
 DO6997.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DO6997
 DO6997.The Laplace correction was computed from DEFLEC18 derived deflections.
 DO6997
 DO6997.The ellipsoidal height was determined by GPS observations
 DO6997.and is referenced to NAD 83.
 DO6997
 DO6997.The dynamic height is computed by dividing the NAVD 88
 DO6997.geopotential number by the normal gravity value computed on the
 DO6997.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO6997.degrees latitude (g = 980.6199 gals.).
 DO6997
 DO6997.The modeled gravity was interpolated from observed gravity values.
 DO6997
 DO6997. The following values were computed from the NAD 83(2011) position.
 DO6997
 DO6997;                    North         East     Units Scale Factor Converg.
 DO6997;SPC MN C     -   192,622.959   663,741.417   MT  0.99996218   -1 16 06.5
 DO6997;SPC MN C     -   631,963.82  2,177,624.97   sFT  0.99996218   -1 16 06.5
 DO6997;UTM  14      - 5,078,390.219   732,772.570   MT  1.00026617   +2 08 59.6
 DO6997;UTM  15      - 5,078,410.854   266,678.406   MT  1.00026932   -2 09 17.8
 DO6997
 DO6997!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DO6997!SPC MN C     -   0.99994932  x   0.99996218  =   0.99991150
 DO6997!UTM  14      -   0.99994932  x   1.00026617  =   1.00021547
 DO6997!UTM  15      -   0.99994932  x   1.00026932  =   1.00021862
 DO6997
 DO6997_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQR3277278390(NAD 83)
 DO6997
 DO6997                          SUPERSEDED SURVEY CONTROL
 DO6997
 DO6997  NAVD 88 (06/17/14)  349.554  (m)         1146.83   (f) SUPERSEDED  2 1
 DO6997
 DO6997.Superseded values are not recommended for survey control.
 DO6997
 DO6997.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DO6997.See file dsdata.pdf to determine how the superseded data were derived.
 DO6997
 DO6997_MARKER: I = METAL ROD
 DO6997_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DO6997_STAMPING: 2604 D 2010
 DO6997_MARK LOGO: MNDT
 DO6997_PROJECTION: RECESSED 3 CENTIMETERS
 DO6997_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DO6997_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DO6997_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DO6997+SATELLITE: SATELLITE OBSERVATIONS - December 17, 2024
 DO6997_ROD/PIPE-DEPTH: 7.6 meters
 DO6997
 DO6997  HISTORY     - Date     Condition        Report By
 DO6997  HISTORY     - 20101013 MONUMENTED       MNDT
 DO6997  HISTORY     - 20241217 GOOD             MNDT
 DO6997
 DO6997                          STATION DESCRIPTION
 DO6997
 DO6997'DESCRIBED BY MN DEPT OF TRANSP 2010
 DO6997'THE MARK IS LOCATED ABOUT 10.2 MI (16.4 KM) WEST OF HOFFMAN, 8.9 MI
 DO6997'(14.3 KM) NORTH OF DONNELLY AND 6.8 MI (10.9 KM) EAST OF HERMAN.
 DO6997'
 DO6997'EAST-NORTHEAST OF HERMAN, 1.3 MI (2.1 KM) SOUTHWEST ALONG TRUNK
 DO6997'HIGHWAY 27 FROM THE JUNCTION OF TRUNK HIGHWAY 27 AND TRUNK HIGHWAY 54,
 DO6997'AT TRUNK HIGHWAY 27 MILE POINT 47.9.
 DO6997'
 DO6997'THE ROD MARK WITH GEODETIC CONTROL DISK IS FOUND 56.1 FT (17.1 M)
 DO6997'SOUTHEAST OF TRUNK HIGHWAY 27, 38.3 FT (11.7 M) SOUTHWEST OF A
 DO6997'RIGHT-OF-WAY POST, 28.1 FT (8.6 M) NORTHEAST OF A FIELD ENTRANCE AND
 DO6997'1.6 FT (0.5 M) NORTHWEST OF A WITNESS POST.
 DO6997
 DO6997                          STATION RECOVERY (2024)
 DO6997
 DO6997'RECOVERY NOTE BY MN DEPT OF TRANSP 2024 (MPP)
 DO6997'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DS3496 ***********************************************************************
 DS3496  HT_MOD      -  This is a Height Modernization Survey Station.
 DS3496  DESIGNATION -  2604 E
 DS3496  PID         -  DS3496
 DS3496  STATE/COUNTY-  MN/GRANT
 DS3496  COUNTRY     -  US
 DS3496  USGS QUAD   -  NIEMACKL LAKES (2019)
 DS3496
 DS3496                         *CURRENT SURVEY CONTROL
 DS3496  ______________________________________________________________________
 DS3496* NAD 83(2011) POSITION- 45 49 03.28746(N) 096 01 24.63876(W)   ADJUSTED
 DS3496* NAD 83(2011) ELLIP HT-   317.438 (meters)        (04/10/25)   ADJUSTED
 DS3496* NAD 83(2011) EPOCH   -  2010.00
 DS3496* NAVD 88 ORTHO HEIGHT -   343.69  (meters)     1127.6   (feet) GPS OBS
 DS3496  ______________________________________________________________________
 DS3496  GEOID HEIGHT    -        -26.271 (meters)                     GEOID18
 DS3496  NAD 83(2011) X  -   -467,293.374 (meters)                     COMP
 DS3496  NAD 83(2011) Y  - -4,428,518.222 (meters)                     COMP
 DS3496  NAD 83(2011) Z  -  4,551,367.155 (meters)                     COMP
 DS3496  LAPLACE CORR    -          1.67  (seconds)                    DEFLEC18
 DS3496
 DS3496  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DS3496  Standards:
 DS3496         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DS3496            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DS3496  -------------------------------------------------------------------
 DS3496  NETWORK    0.26   0.47           0.12   0.09   0.24      0.02435362
 DS3496  -------------------------------------------------------------------
 DS3496  Click here for local accuracies and other accuracy information.
 DS3496
 DS3496.The horizontal coordinates were established by GPS observations
 DS3496.and adjusted by the MN DEPT OF TRANSP in April 2025.
 DS3496
 DS3496.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DS3496.been affixed to the stable North American tectonic plate. See 
 DS3496.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DS3496
 DS3496.The horizontal coordinates are valid at the epoch date displayed above
 DS3496.which is a decimal equivalence of Year/Month/Day.
 DS3496
 DS3496.The orthometric height was determined by GPS observations and a
 DS3496.high-resolution geoid model using precise GPS observation and
 DS3496.processing techniques.
 DS3496
 DS3496.Significant digits in the geoid height do not necessarily reflect accuracy.
 DS3496.GEOID18 height accuracy estimate available here.
 DS3496
 DS3496.Click photographs - Photos may exist for this station.
 DS3496
 DS3496.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DS3496
 DS3496.The Laplace correction was computed from DEFLEC18 derived deflections.
 DS3496
 DS3496.The ellipsoidal height was determined by GPS observations
 DS3496.and is referenced to NAD 83.
 DS3496
 DS3496. The following values were computed from the NAD 83(2011) position.
 DS3496
 DS3496;                    North         East     Units Scale Factor Converg.
 DS3496;SPC MN C     -   192,414.086   662,183.915   MT  0.99996253   -1 16 58.6
 DS3496;SPC MN C     -   631,278.55  2,172,515.06   sFT  0.99996253   -1 16 58.6
 DS3496;UTM  14      - 5,078,088.760   731,229.832   MT  1.00025737   +2 08 07.6
 DS3496;UTM  15      - 5,078,226.043   265,117.374   MT  1.00027831   -2 10 09.2
 DS3496
 DS3496!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DS3496!SPC MN C     -   0.99995024  x   0.99996253  =   0.99991277
 DS3496!UTM  14      -   0.99995024  x   1.00025737  =   1.00020759
 DS3496!UTM  15      -   0.99995024  x   1.00027831  =   1.00022853
 DS3496
 DS3496_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQR3122978088(NAD 83)
 DS3496
 DS3496                          SUPERSEDED SURVEY CONTROL
 DS3496
 DS3496.No superseded survey control is available for this station.
 DS3496
 DS3496_MARKER: I = METAL ROD
 DS3496_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DS3496_STAMPING: 2604 E 2023
 DS3496_MARK LOGO: MNDT
 DS3496_PROJECTION: RECESSED 13 CENTIMETERS
 DS3496_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DS3496_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DS3496_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DS3496+SATELLITE: SATELLITE OBSERVATIONS - December 31, 2024
 DS3496_ROD/PIPE-DEPTH: 8.2 meters
 DS3496
 DS3496  HISTORY     - Date     Condition        Report By
 DS3496  HISTORY     - 20230926 MONUMENTED       MNDT
 DS3496  HISTORY     - 20241231 GOOD             MNDT
 DS3496
 DS3496                          STATION DESCRIPTION
 DS3496
 DS3496'DESCRIBED BY MN DEPT OF TRANSP 2024 (MPP)
 DS3496'5.8 MILES EAST OF HERMAN, 5.9 MILES EAST ALONG TRUNK HIGHWAY 27 FROM
 DS3496'THE JUNCTION OF TRUNK HIGHWAY 27 AND TRUNK HIGHWAY 9 IN HERMAN, AT
 DS3496'TRUNK HIGHWAY 27 MILEPOINT 46.9, 71.2 FEET NORTH OF TRUNK HIGHWAY
 DS3496'27,16.0 FEET WEST OF A POWER POLE WITH 2 GUY WIRES, 53.9 FEET WEST OF
 DS3496'DRIVEWAY NUMBER 22819, 1.5 FEET SOUTH OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DO7015 ***********************************************************************
 DO7015  DESIGNATION -  2605 B
 DO7015  PID         -  DO7015
 DO7015  STATE/COUNTY-  MN/GRANT
 DO7015  COUNTRY     -  US
 DO7015  USGS QUAD   -  PATCHEN LAKE (2019)
 DO7015
 DO7015                         *CURRENT SURVEY CONTROL
 DO7015  ______________________________________________________________________
 DO7015* NAD 83(2011) POSITION- 45 49 54.95149(N) 095 54 10.03006(W)   ADJUSTED
 DO7015* NAD 83(2011) ELLIP HT-   337.387 (meters)        (04/10/25)   ADJUSTED
 DO7015* NAD 83(2011) EPOCH   -  2010.00
 DO7015* NAVD 88 ORTHO HEIGHT -   363.580 (meters)     1192.85  (feet) ADJUSTED
 DO7015  ______________________________________________________________________
 DO7015  GEOID HEIGHT    -        -26.211 (meters)                     GEOID18
 DO7015  NAD 83(2011) X  -   -457,845.039 (meters)                     COMP
 DO7015  NAD 83(2011) Y  - -4,428,368.811 (meters)                     COMP
 DO7015  NAD 83(2011) Z  -  4,552,493.071 (meters)                     COMP
 DO7015  LAPLACE CORR    -          1.73  (seconds)                    DEFLEC18
 DO7015  DYNAMIC HEIGHT  -        363.577 (meters)     1192.84  (feet) COMP
 DO7015  MODELED GRAVITY -    980,597.5   (mgal)                       NAVD 88
 DO7015
 DO7015  VERT ORDER      -  SECOND    CLASS I
 DO7015
 DO7015  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DO7015  Standards:
 DO7015         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DO7015            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DO7015  -------------------------------------------------------------------
 DO7015  NETWORK    0.50   0.90           0.23   0.17   0.46     -0.00124933
 DO7015  -------------------------------------------------------------------
 DO7015  Click here for local accuracies and other accuracy information.
 DO7015
 DO7015.The horizontal coordinates were established by GPS observations
 DO7015.and adjusted by the MN DEPT OF TRANSP in April 2025.
 DO7015
 DO7015.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DO7015.been affixed to the stable North American tectonic plate. See 
 DO7015.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DO7015
 DO7015.The horizontal coordinates are valid at the epoch date displayed above
 DO7015.which is a decimal equivalence of Year/Month/Day.
 DO7015
 DO7015.The orthometric height was determined by differential leveling and
 DO7015.adjusted by the NATIONAL GEODETIC SURVEY
 DO7015.in March 2020.
 DO7015
 DO7015.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO7015.GEOID18 height accuracy estimate available here.
 DO7015
 DO7015.Click photographs - Photos may exist for this station.
 DO7015
 DO7015.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DO7015
 DO7015.The Laplace correction was computed from DEFLEC18 derived deflections.
 DO7015
 DO7015.The ellipsoidal height was determined by GPS observations
 DO7015.and is referenced to NAD 83.
 DO7015
 DO7015.The dynamic height is computed by dividing the NAVD 88
 DO7015.geopotential number by the normal gravity value computed on the
 DO7015.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO7015.degrees latitude (g = 980.6199 gals.).
 DO7015
 DO7015.The modeled gravity was interpolated from observed gravity values.
 DO7015
 DO7015. The following values were computed from the NAD 83(2011) position.
 DO7015
 DO7015;                    North         East     Units Scale Factor Converg.
 DO7015;SPC MN C     -   193,805.862   671,597.063   MT  0.99996031   -1 11 44.2
 DO7015;SPC MN C     -   635,844.73  2,203,398.03   sFT  0.99996031   -1 11 44.2
 DO7015;UTM  15      - 5,079,472.316   274,553.672   MT  1.00022489   -2 04 58.9
 DO7015
 DO7015!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DO7015!SPC MN C     -   0.99994711  x   0.99996031  =   0.99990742
 DO7015!UTM  15      -   0.99994711  x   1.00022489  =   1.00017199
 DO7015
 DO7015_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTL7455379472(NAD 83)
 DO7015
 DO7015                          SUPERSEDED SURVEY CONTROL
 DO7015
 DO7015  NAVD 88 (03/23/16)  363.604  (m)         1192.92   (f) SUPERSEDED  2 1
 DO7015  NAVD 88 (06/17/14)  363.586  (m)         1192.87   (f) SUPERSEDED  2 1
 DO7015
 DO7015.Superseded values are not recommended for survey control.
 DO7015
 DO7015.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DO7015.See file dsdata.pdf to determine how the superseded data were derived.
 DO7015
 DO7015_MARKER: DB = BENCH MARK DISK
 DO7015_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 DO7015_STAMPING: 2605 B 1949
 DO7015_MARK LOGO: MNHD
 DO7015_PROJECTION: PROJECTING 5 CENTIMETERS
 DO7015_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DO7015_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DO7015_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DO7015+SATELLITE: SATELLITE OBSERVATIONS - December 12, 2021
 DO7015
 DO7015  HISTORY     - Date     Condition        Report By
 DO7015  HISTORY     - 19490401 MONUMENTED       MNHD
 DO7015  HISTORY     - 20100826 GOOD             MNDT
 DO7015  HISTORY     - 20140828 GOOD             MNDT
 DO7015  HISTORY     - 20211212 GOOD             MNDT
 DO7015
 DO7015                          STATION DESCRIPTION
 DO7015
 DO7015'DESCRIBED BY MN DEPT OF TRANSP 2010 (KMS)
 DO7015'THE BENCH MARK IS LOCATED ABOUT 11.1 MI (17.9 KM) NORTH-NORTHEAST OF
 DO7015'DONNELLY, 10.7 MI (17.2 KM) WEST-NORTHWEST OF KENSINGTON AND 5.4 MI
 DO7015'(8.7 KM) WEST OF HOFFMAN.
 DO7015'
 DO7015'5.1 MILES WEST OF HOFFMAN, 5.1 MI (8.2 KM) WEST ALONG TRUNK HIGHWAY 27
 DO7015'FROM THE JUNCTION OF TRUNK HIGHWAY 27 AND TRUNK HIGHWAY 55 IN HOFFMAN,
 DO7015'AT TRUNK HIGHWAY 27 STATION 645+36, AT TRUNK HIGHWAY 27 MILE POINT
 DO7015'53.2.
 DO7015'
 DO7015'THE BENCH MARK IS FOUND 81 FT (24.7 M) SOUTH OF TRUNK HIGHWAY 27, 41.3
 DO7015'FT (12.6 M) EAST OF 170TH AVENUE, 7.8 FT (2.4 M) NORTHEAST OF A POWER
 DO7015'POLE AND 0.8 FT (24 CM) NORTHWEST OF A WITNESS POST.
 DO7015
 DO7015                          STATION RECOVERY (2014)
 DO7015
 DO7015'RECOVERY NOTE BY MN DEPT OF TRANSP 2014 (MAS)
 DO7015'RECOVERED AS DESCRIBED.
 DO7015
 DO7015                          STATION RECOVERY (2021)
 DO7015
 DO7015'RECOVERY NOTE BY MN DEPT OF TRANSP 2021 (MPP)
 DO7015'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DO7021 ***********************************************************************
 DO7021  DESIGNATION -  2605 C
 DO7021  PID         -  DO7021
 DO7021  STATE/COUNTY-  MN/GRANT
 DO7021  COUNTRY     -  US
 DO7021  USGS QUAD   -  HOFFMAN (2019)
 DO7021
 DO7021                         *CURRENT SURVEY CONTROL
 DO7021  ______________________________________________________________________
 DO7021* NAD 83(2011) POSITION- 45 49 55.94039(N) 095 49 42.68633(W)   ADJUSTED
 DO7021* NAD 83(2011) ELLIP HT-   351.802 (meters)        (04/10/25)   ADJUSTED
 DO7021* NAD 83(2011) EPOCH   -  2010.00
 DO7021* NAVD 88 ORTHO HEIGHT -   377.955 (meters)     1240.01  (feet) ADJUSTED
 DO7021  ______________________________________________________________________
 DO7021  GEOID HEIGHT    -        -26.163 (meters)                     GEOID18
 DO7021  NAD 83(2011) X  -   -452,103.759 (meters)                     COMP
 DO7021  NAD 83(2011) Y  - -4,428,946.716 (meters)                     COMP
 DO7021  NAD 83(2011) Z  -  4,552,524.685 (meters)                     COMP
 DO7021  LAPLACE CORR    -          1.75  (seconds)                    DEFLEC18
 DO7021  DYNAMIC HEIGHT  -        377.952 (meters)     1240.00  (feet) COMP
 DO7021  MODELED GRAVITY -    980,595.5   (mgal)                       NAVD 88
 DO7021
 DO7021  VERT ORDER      -  SECOND    CLASS I
 DO7021
 DO7021  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DO7021  Standards:
 DO7021         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DO7021            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DO7021  -------------------------------------------------------------------
 DO7021  NETWORK    0.41   0.76           0.19   0.14   0.39      0.01824645
 DO7021  -------------------------------------------------------------------
 DO7021  Click here for local accuracies and other accuracy information.
 DO7021
 DO7021.The horizontal coordinates were established by GPS observations
 DO7021.and adjusted by the MN DEPT OF TRANSP in April 2025.
 DO7021
 DO7021.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DO7021.been affixed to the stable North American tectonic plate. See 
 DO7021.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DO7021
 DO7021.The horizontal coordinates are valid at the epoch date displayed above
 DO7021.which is a decimal equivalence of Year/Month/Day.
 DO7021
 DO7021.The orthometric height was determined by differential leveling and
 DO7021.adjusted by the NATIONAL GEODETIC SURVEY
 DO7021.in June 2014.
 DO7021
 DO7021.No vertical observational check was made to the station.
 DO7021
 DO7021.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO7021.GEOID18 height accuracy estimate available here.
 DO7021
 DO7021.Click photographs - Photos may exist for this station.
 DO7021
 DO7021.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DO7021
 DO7021.The Laplace correction was computed from DEFLEC18 derived deflections.
 DO7021
 DO7021.The ellipsoidal height was determined by GPS observations
 DO7021.and is referenced to NAD 83.
 DO7021
 DO7021.The dynamic height is computed by dividing the NAVD 88
 DO7021.geopotential number by the normal gravity value computed on the
 DO7021.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO7021.degrees latitude (g = 980.6199 gals.).
 DO7021
 DO7021.The modeled gravity was interpolated from observed gravity values.
 DO7021
 DO7021. The following values were computed from the NAD 83(2011) position.
 DO7021
 DO7021;                    North         East     Units Scale Factor Converg.
 DO7021;SPC MN C     -   193,718.701   677,366.225   MT  0.99996027   -1 08 30.8
 DO7021;SPC MN C     -   635,558.77  2,222,325.69   sFT  0.99996027   -1 08 30.8
 DO7021;UTM  15      - 5,079,295.748   280,322.226   MT  1.00019332   -2 01 47.0
 DO7021
 DO7021!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DO7021!SPC MN C     -   0.99994485  x   0.99996027  =   0.99990512
 DO7021!UTM  15      -   0.99994485  x   1.00019332  =   1.00013816
 DO7021
 DO7021_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTL8032279295(NAD 83)
 DO7021
 DO7021                          SUPERSEDED SURVEY CONTROL
 DO7021
 DO7021.No superseded survey control is available for this station.
 DO7021
 DO7021_MARKER: DB = BENCH MARK DISK
 DO7021_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 DO7021_STAMPING: 2605 C 1949
 DO7021_MARK LOGO: MNHD
 DO7021_PROJECTION: PROJECTING 8 CENTIMETERS
 DO7021_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DO7021_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DO7021_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DO7021+SATELLITE: SATELLITE OBSERVATIONS - December 10, 2024
 DO7021
 DO7021  HISTORY     - Date     Condition        Report By
 DO7021  HISTORY     - 19490401 MONUMENTED       MNHD
 DO7021  HISTORY     - 20100826 GOOD             MNDT
 DO7021  HISTORY     - 20140826 GOOD             MNDT
 DO7021  HISTORY     - 20241210 GOOD             MNDT
 DO7021
 DO7021                          STATION DESCRIPTION
 DO7021
 DO7021'DESCRIBED BY MN DEPT OF TRANSP 2010 (JGB)
 DO7021'THE BENCH IS LOCATED ABOUT 11.0 MI (17.7 KM) SOUTH OF ERDAHL, 7.4 MI
 DO7021'(11.9 KM) WEST-NORTHWEST OF KENSINGTON AND 1.5 MI (2.4 KM) WEST OF
 DO7021'HOFFMAN.
 DO7021'
 DO7021'WEST OF HOFFMAN, 1.5 MI (2.4 KM) WEST ALONG TRUNK HIGHWAY 27 FROM THE
 DO7021'JUNCTION OF TRUNK HIGHWAY 27 AND TRUNK HIGHWAY 55 IN HOFFMAN, AT TRUNK
 DO7021'HIGHWAY 27 MILE POINT 56.75.
 DO7021'
 DO7021'THE BENCH MARK IS FOUND 74 FT (22.6 M) SOUTH OF TRUNK HIGHWAY 27 AND
 DO7021'1.1 FT (0.3 M) WEST OF A RIGHT-OF-WAY AND 6 INCHES (15 CM) NORTH OF A
 DO7021'WITNESS POST.
 DO7021
 DO7021                          STATION RECOVERY (2014)
 DO7021
 DO7021'RECOVERY NOTE BY MN DEPT OF TRANSP 2014 (MAS)
 DO7021'1.5 MI (2.4 KM) WEST OF HOFFMAN, 1.5 MI (2.4 KM) WEST ALONG TRUNK
 DO7021'HIGHWAY 27  FROM THE JUNCTION OF TRUNK HIGHWAY 27 AND TRUNK HIGHWAY 55
 DO7021'IN HOFFMAN, AT TRUNK HIGHWAY 27 MILE POINT 56.75, 74.0 FT (22.6 M)
 DO7021'SOUTH OF TRUNK HIGHWAY 27, 1.1 FT (0.3 M) WEST OF RIGHT-OF-WAY AND
 DO7021'WITNESS POST.
 DO7021
 DO7021                          STATION RECOVERY (2024)
 DO7021
 DO7021'RECOVERY NOTE BY MN DEPT OF TRANSP 2024 (MPP)
 DO7021'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 QP1889 ***********************************************************************
 QP1889  DESIGNATION -  2605 E
 QP1889  PID         -  QP1889
 QP1889  STATE/COUNTY-  MN/GRANT
 QP1889  COUNTRY     -  US
 QP1889  USGS QUAD   -  HOFFMAN (2019)
 QP1889
 QP1889                         *CURRENT SURVEY CONTROL
 QP1889  ______________________________________________________________________
 QP1889* NAD 83(1986) POSITION- 45 49 57.46   (N) 095 46 25.15   (W)   HD_HELD1
 QP1889* NAVD 88 ORTHO HEIGHT -   368.894 (meters)     1210.28  (feet) ADJUSTED
 QP1889  ______________________________________________________________________
 QP1889  GEOID HEIGHT    -        -26.133 (meters)                     GEOID18
 QP1889  DYNAMIC HEIGHT  -        368.890 (meters)     1210.27  (feet) COMP
 QP1889  MODELED GRAVITY -    980,591.4   (mgal)                       NAVD 88
 QP1889
 QP1889  VERT ORDER      -  SECOND    CLASS I
 QP1889
 QP1889.The horizontal coordinates were determined by differentially corrected
 QP1889.hand held GPS observations or other comparable positioning techniques
 QP1889.and have an estimated accuracy of +/- 3 meters.
 QP1889
 QP1889.The orthometric height was determined by differential leveling and
 QP1889.adjusted by the NATIONAL GEODETIC SURVEY
 QP1889.in June 1995.
 QP1889
 QP1889.Significant digits in the geoid height do not necessarily reflect accuracy.
 QP1889.GEOID18 height accuracy estimate available here.
 QP1889
 QP1889.Click photographs - Photos may exist for this station.
 QP1889
 QP1889.The dynamic height is computed by dividing the NAVD 88
 QP1889.geopotential number by the normal gravity value computed on the
 QP1889.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QP1889.degrees latitude (g = 980.6199 gals.).
 QP1889
 QP1889.The modeled gravity was interpolated from observed gravity values.
 QP1889
 QP1889;                    North         East    Units  Estimated Accuracy
 QP1889;SPC MN C     -   193,682.1     681,629.5     MT  (+/- 3 meters HH1 GPS) 
 QP1889
 QP1889_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTL8458579193(NAD 83)
 QP1889
 QP1889                          SUPERSEDED SURVEY CONTROL
 QP1889
 QP1889.No superseded survey control is available for this station.
 QP1889
 QP1889_MARKER: DV = VERTICAL CONTROL DISK
 QP1889_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 QP1889_STAMPING: 2605 E 1983
 QP1889_MARK LOGO: MNDT
 QP1889_PROJECTION: RECESSED 10 CENTIMETERS
 QP1889_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 QP1889_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QP1889_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 QP1889+SATELLITE: SATELLITE OBSERVATIONS - August 26, 2014
 QP1889
 QP1889  HISTORY     - Date     Condition        Report By
 QP1889  HISTORY     - 19830906 MONUMENTED       MNDT
 QP1889  HISTORY     - 20100812 GOOD             MNDT
 QP1889  HISTORY     - 20140826 GOOD             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.
 QP1889
 QP1889                          STATION RECOVERY (2010)
 QP1889
 QP1889'RECOVERY NOTE BY MN DEPT OF TRANSP 2010 (MPP)
 QP1889'1.0 MILE EAST OF HOFFMAN, 1.15 MILES EAST ALONG TRUNK HIGHWAY 27 FROM
 QP1889'JUNCTION OF TRUNK HIGHWAY 27 AND TRUNK HIGHWAY 55 IN HOFFMAN, AT TRUNK
 QP1889'HIGHWAY 27 MILEPOINT 59.4, 69.4 FEET NORTH OF TRUNK HIGHWAY 27, 29.8
 QP1889'FEET WEST OF GRAVEL ROAD, 22.2 FEET EAST-SOUTHEAST OF CABLE PEDESTAL
 QP1889'E4, 1.2 FEET SOUTH OF WITNESS POST.
 QP1889
 QP1889                          STATION RECOVERY (2014)
 QP1889
 QP1889'RECOVERY NOTE BY MN DEPT OF TRANSP 2014 (KMS)
 QP1889'1.0 MI (1.6 KM) EAST OF HOFFMAN, 1.15 MI (1.9 KM) EAST ALONG TRUNK
 QP1889'HIGHWAY 27  FROM THE JUNCTION OF TRUNK HIGHWAY 27 AND TRUNK HIGHWAY 55
 QP1889'IN HOFFMAN, AT TRUNK HIGHWAY 27 MILE POINT 59.4, 69.4 FT (21.2 M)
 QP1889'NORTH OF TRUNK HIGHWAY 27, 29.8 FT (9.1 M) WEST OF GRAVEL ENTRANCE TO
 QP1889'GRAVEL PIT, 22.2 FT (6.8 M) EAST-SOUTHEAST OF CABLE PEDESTAL E4, 1.2
 QP1889'FT (0.4 M) SOUTH OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DO7022 ***********************************************************************
 DO7022  DESIGNATION -  2605 G
 DO7022  PID         -  DO7022
 DO7022  STATE/COUNTY-  MN/GRANT
 DO7022  COUNTRY     -  US
 DO7022  USGS QUAD   -  HOFFMAN (2019)
 DO7022
 DO7022                         *CURRENT SURVEY CONTROL
 DO7022  ______________________________________________________________________
 DO7022* NAD 83(2011) POSITION- 45 49 57.09173(N) 095 48 34.29765(W)   ADJUSTED
 DO7022* NAD 83(2011) ELLIP HT-   350.772 (meters)        (04/10/25)   ADJUSTED
 DO7022* NAD 83(2011) EPOCH   -  2010.00
 DO7022* NAVD 88 ORTHO HEIGHT -   376.912 (meters)     1236.59  (feet) ADJUSTED
 DO7022  ______________________________________________________________________
 DO7022  GEOID HEIGHT    -        -26.153 (meters)                     GEOID18
 DO7022  NAD 83(2011) X  -   -450,632.630 (meters)                     COMP
 DO7022  NAD 83(2011) Y  - -4,429,070.289 (meters)                     COMP
 DO7022  NAD 83(2011) Z  -  4,552,548.716 (meters)                     COMP
 DO7022  LAPLACE CORR    -          1.48  (seconds)                    DEFLEC18
 DO7022  DYNAMIC HEIGHT  -        376.908 (meters)     1236.57  (feet) COMP
 DO7022  MODELED GRAVITY -    980,594.1   (mgal)                       NAVD 88
 DO7022
 DO7022  VERT ORDER      -  SECOND    CLASS I
 DO7022
 DO7022  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DO7022  Standards:
 DO7022         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DO7022            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DO7022  -------------------------------------------------------------------
 DO7022  NETWORK    0.36   0.65           0.16   0.13   0.33      0.01536114
 DO7022  -------------------------------------------------------------------
 DO7022  Click here for local accuracies and other accuracy information.
 DO7022
 DO7022.The horizontal coordinates were established by GPS observations
 DO7022.and adjusted by the MN DEPT OF TRANSP in April 2025.
 DO7022
 DO7022.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DO7022.been affixed to the stable North American tectonic plate. See 
 DO7022.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DO7022
 DO7022.The horizontal coordinates are valid at the epoch date displayed above
 DO7022.which is a decimal equivalence of Year/Month/Day.
 DO7022
 DO7022.The orthometric height was determined by differential leveling and
 DO7022.adjusted by the NATIONAL GEODETIC SURVEY
 DO7022.in June 2014.
 DO7022
 DO7022.No vertical observational check was made to the station.
 DO7022
 DO7022.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO7022.GEOID18 height accuracy estimate available here.
 DO7022
 DO7022.Click photographs - Photos may exist for this station.
 DO7022
 DO7022.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DO7022
 DO7022.The Laplace correction was computed from DEFLEC18 derived deflections.
 DO7022
 DO7022.The ellipsoidal height was determined by GPS observations
 DO7022.and is referenced to NAD 83.
 DO7022
 DO7022.The dynamic height is computed by dividing the NAVD 88
 DO7022.geopotential number by the normal gravity value computed on the
 DO7022.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO7022.degrees latitude (g = 980.6199 gals.).
 DO7022
 DO7022.The modeled gravity was interpolated from observed gravity values.
 DO7022
 DO7022. The following values were computed from the NAD 83(2011) position.
 DO7022
 DO7022;                    North         East     Units Scale Factor Converg.
 DO7022;SPC MN C     -   193,725.003   678,842.578   MT  0.99996022   -1 07 41.3
 DO7022;SPC MN C     -   635,579.45  2,227,169.36   sFT  0.99996022   -1 07 41.3
 DO7022;UTM  15      - 5,079,279.169   281,798.837   MT  1.00018537   -2 00 57.9
 DO7022
 DO7022!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DO7022!SPC MN C     -   0.99994501  x   0.99996022  =   0.99990523
 DO7022!UTM  15      -   0.99994501  x   1.00018537  =   1.00013037
 DO7022
 DO7022_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTL8179879279(NAD 83)
 DO7022
 DO7022                          SUPERSEDED SURVEY CONTROL
 DO7022
 DO7022.No superseded survey control is available for this station.
 DO7022
 DO7022_MARKER: I = METAL ROD
 DO7022_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DO7022_STAMPING: 2605 G 2010
 DO7022_MARK LOGO: MNDT
 DO7022_PROJECTION: RECESSED 3 CENTIMETERS
 DO7022_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DO7022_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DO7022_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DO7022+SATELLITE: SATELLITE OBSERVATIONS - August 26, 2014
 DO7022_ROD/PIPE-DEPTH: 7.6 meters
 DO7022
 DO7022  HISTORY     - Date     Condition        Report By
 DO7022  HISTORY     - 20101011 MONUMENTED       MNDT
 DO7022  HISTORY     - 20101011 GOOD             MNDT
 DO7022  HISTORY     - 20140826 GOOD             MNDT
 DO7022
 DO7022                          STATION DESCRIPTION
 DO7022
 DO7022'DESCRIBED BY MN DEPT OF TRANSP 2010 (JBG)
 DO7022'THE ROD MARK IS LOCATED ABOUT 10.8 MI (17.4 KM) WEST-NORTHWEST OF
 DO7022'FARWELL, 6.7 MI (10.8 KM) NORTHWEST OF KENSINGTON AND 0.7 MI (1.1 KM)
 DO7022'WEST-NORTHWEST OF HOFFMAN.
 DO7022'
 DO7022'WEST OF HOFFMAN, 0.65 MI (1.0 KM) WEST ALONG TRUNK HIGHWAY 27 FROM THE
 DO7022'JUNCTION OF TRUNK HIGHWAY 27 AND TRUNK HIGHWAY 55 IN HOFFMAN, AT TRUNK
 DO7022'HIGHWAY 27 MILE POINT 57.7.
 DO7022'
 DO7022'THE ROD MARK WITH GEODETIC CONTROL DISK IS FOUND 47.8 FT (14.6 M)
 DO7022'NORTH OF TRUNK HIGHWAY 27, 26.8 FT (8.2 M) WEST OF AN ENTRANCE TO A
 DO7022'CEMETERY BUILDING, 2.7 FT (0.8 M) SOUTH OF A RIGHT-OF-WAY POST AND 2.7
 DO7022'FT (0.8 M) SOUTH OF A WITNESS POST.
 DO7022
 DO7022                          STATION RECOVERY (2014)
 DO7022
 DO7022'RECOVERY NOTE BY MN DEPT OF TRANSP 2014 (KMS)
 DO7022'RECOVERED AS DESCRIBED.
 DO7022'
 DO7022'NOTE -THE STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM ROD
 DO7022'DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION REMOVABLE DISK
 DO7022'SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH PVC
 DO7022'PIPE BACK FILLED WITH WASHED SAND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DO7020 ***********************************************************************
 DO7020  DESIGNATION -  2605 H
 DO7020  PID         -  DO7020
 DO7020  STATE/COUNTY-  MN/GRANT
 DO7020  COUNTRY     -  US
 DO7020  USGS QUAD   -  HOFFMAN (2019)
 DO7020
 DO7020                         *CURRENT SURVEY CONTROL
 DO7020  ______________________________________________________________________
 DO7020* NAD 83(2011) POSITION- 45 49 55.19564(N) 095 50 27.54970(W)   ADJUSTED
 DO7020* NAD 83(2011) ELLIP HT-   354.360 (meters)        (04/10/25)   ADJUSTED
 DO7020* NAD 83(2011) EPOCH   -  2010.00
 DO7020* NAVD 88 ORTHO HEIGHT -   380.519 (meters)     1248.42  (feet) ADJUSTED
 DO7020  ______________________________________________________________________
 DO7020  GEOID HEIGHT    -        -26.172 (meters)                     GEOID18
 DO7020  NAD 83(2011) X  -   -453,068.921 (meters)                     COMP
 DO7020  NAD 83(2011) Y  - -4,428,866.459 (meters)                     COMP
 DO7020  NAD 83(2011) Z  -  4,552,510.498 (meters)                     COMP
 DO7020  LAPLACE CORR    -          2.04  (seconds)                    DEFLEC18
 DO7020  DYNAMIC HEIGHT  -        380.516 (meters)     1248.41  (feet) COMP
 DO7020  MODELED GRAVITY -    980,596.4   (mgal)                       NAVD 88
 DO7020
 DO7020  VERT ORDER      -  SECOND    CLASS I
 DO7020
 DO7020  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DO7020  Standards:
 DO7020         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DO7020            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DO7020  -------------------------------------------------------------------
 DO7020  NETWORK    0.39   0.71           0.18   0.13   0.36      0.00717931
 DO7020  -------------------------------------------------------------------
 DO7020  Click here for local accuracies and other accuracy information.
 DO7020
 DO7020.The horizontal coordinates were established by GPS observations
 DO7020.and adjusted by the MN DEPT OF TRANSP in April 2025.
 DO7020
 DO7020.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DO7020.been affixed to the stable North American tectonic plate. See 
 DO7020.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DO7020
 DO7020.The horizontal coordinates are valid at the epoch date displayed above
 DO7020.which is a decimal equivalence of Year/Month/Day.
 DO7020
 DO7020.The orthometric height was determined by differential leveling and
 DO7020.adjusted by the NATIONAL GEODETIC SURVEY
 DO7020.in March 2020.
 DO7020
 DO7020.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO7020.GEOID18 height accuracy estimate available here.
 DO7020
 DO7020.Click photographs - Photos may exist for this station.
 DO7020
 DO7020.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DO7020
 DO7020.The Laplace correction was computed from DEFLEC18 derived deflections.
 DO7020
 DO7020.The ellipsoidal height was determined by GPS observations
 DO7020.and is referenced to NAD 83.
 DO7020
 DO7020.The dynamic height is computed by dividing the NAVD 88
 DO7020.geopotential number by the normal gravity value computed on the
 DO7020.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO7020.degrees latitude (g = 980.6199 gals.).
 DO7020
 DO7020.The modeled gravity was interpolated from observed gravity values.
 DO7020
 DO7020. The following values were computed from the NAD 83(2011) position.
 DO7020
 DO7020;                    North         East     Units Scale Factor Converg.
 DO7020;SPC MN C     -   193,715.084   676,397.731   MT  0.99996030   -1 09 03.2
 DO7020;SPC MN C     -   635,546.90  2,219,148.22   sFT  0.99996030   -1 09 03.2
 DO7020;UTM  15      - 5,079,307.141   279,353.563   MT  1.00019856   -2 02 19.2
 DO7020
 DO7020!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DO7020!SPC MN C     -   0.99994445  x   0.99996030  =   0.99990475
 DO7020!UTM  15      -   0.99994445  x   1.00019856  =   1.00014300
 DO7020
 DO7020_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTL7935379307(NAD 83)
 DO7020
 DO7020                          SUPERSEDED SURVEY CONTROL
 DO7020
 DO7020  NAVD 88 (06/17/14)  380.520  (m)         1248.42   (f) SUPERSEDED  2 1
 DO7020
 DO7020.Superseded values are not recommended for survey control.
 DO7020
 DO7020.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DO7020.See file dsdata.pdf to determine how the superseded data were derived.
 DO7020
 DO7020_MARKER: I = METAL ROD
 DO7020_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DO7020_STAMPING: 2605 H 2010
 DO7020_MARK LOGO: MNDT
 DO7020_PROJECTION: RECESSED 5 CENTIMETERS
 DO7020_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DO7020_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DO7020_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DO7020+SATELLITE: SATELLITE OBSERVATIONS - December 12, 2024
 DO7020_ROD/PIPE-DEPTH: 9.1 meters
 DO7020
 DO7020  HISTORY     - Date     Condition        Report By
 DO7020  HISTORY     - 20101011 MONUMENTED       MNDT
 DO7020  HISTORY     - 20140828 GOOD             MNDT
 DO7020  HISTORY     - 20241212 GOOD             MNDT
 DO7020
 DO7020                          STATION DESCRIPTION
 DO7020
 DO7020'DESCRIBED BY MN DEPT OF TRANSP 2010
 DO7020'THE ROD MARK IS LOCATED ABOUT 11.1 MI (17.9 KM) SOUTH OF ERDAHL, 7.9
 DO7020'MI (12.7 KM) WEST-NORTHWEST OF KENSINGTON AND 2.25 MI (3.6 KM) WEST OF
 DO7020'HOFFMAN.
 DO7020'
 DO7020'WEST OF HOFFMAN, 2.10 MI (3.4 KM) WEST ALONG TRUNK HIGHWAY 27 FROM THE
 DO7020'JUNCTION OF TRUNK HIGHWAY 27 AND TRUNK HIGHWAY 55 IN HOFFMAN, AT TRUNK
 DO7020'HIGHWAY 27 MILE POINT 56.10.
 DO7020'
 DO7020'THE ROD MARK WITH GEODETIC CONTROL DISK IS FOUND 122.0 FT (37.2 M)
 DO7020'SOUTH OF TRUNK HIGHWAY 27, 83.2 FT (25.4 M) EAST OF COUNTY ROAD 23,
 DO7020'3.1 FT (0.9 M) NORTH OF RIGHT-OF-WAY POST AND 3.1 FT (0.9 M) NORTH OF
 DO7020'A WITNESS POST.
 DO7020
 DO7020                          STATION RECOVERY (2014)
 DO7020
 DO7020'RECOVERY NOTE BY MN DEPT OF TRANSP 2014 (MAS)
 DO7020'2.25 MI (3.6 KM) WEST OF HOFFMAN, 2.10 MI (3.4 KM) WEST ALONG TRUNK
 DO7020'HIGHWAY 27  FROM THE JUNCTION OF TRUNK HIGHWAY 27 AND TRUNK HIGHWAY 55
 DO7020'IN HOFFMAN, AT TRUNK HIGHWAY 27 MILE POINT 56.10, 122.0 FT (37.2 M)
 DO7020'SOUTH OF TRUNK HIGHWAY 27, 83.2 FT (25.4 M) EAST OF COUNTY ROAD 23,
 DO7020'3.1 FT (0.9 M) NORTH OF RIGHT-OF-WAY POST, 3.1 FT (0.9 M) NORTH OF A
 DO7020'WITNESS POST.
 DO7020
 DO7020                          STATION RECOVERY (2024)
 DO7020
 DO7020'RECOVERY NOTE BY MN DEPT OF TRANSP 2024 (MPP)
 DO7020'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DO7019 ***********************************************************************
 DO7019  DESIGNATION -  2605 J
 DO7019  PID         -  DO7019
 DO7019  STATE/COUNTY-  MN/GRANT
 DO7019  COUNTRY     -  US
 DO7019  USGS QUAD   -  HOFFMAN (2019)
 DO7019
 DO7019                         *CURRENT SURVEY CONTROL
 DO7019  ______________________________________________________________________
 DO7019* NAD 83(2011) POSITION- 45 49 58.01537(N) 095 51 42.82414(W)   ADJUSTED
 DO7019* NAD 83(2011) ELLIP HT-   321.647 (meters)        (07/17/15)   ADJUSTED
 DO7019* NAD 83(2011) EPOCH   -  2010.00
 DO7019* NAVD 88 ORTHO HEIGHT -   347.829 (meters)     1141.17  (feet) ADJUSTED
 DO7019  ______________________________________________________________________
 DO7019  GEOID HEIGHT    -        -26.188 (meters)                     GEOID18
 DO7019  NAD 83(2011) X  -   -454,676.459 (meters)                     COMP
 DO7019  NAD 83(2011) Y  - -4,428,616.023 (meters)                     COMP
 DO7019  NAD 83(2011) Z  -  4,552,547.694 (meters)                     COMP
 DO7019  LAPLACE CORR    -          1.84  (seconds)                    DEFLEC18
 DO7019  DYNAMIC HEIGHT  -        347.826 (meters)     1141.16  (feet) COMP
 DO7019  MODELED GRAVITY -    980,597.5   (mgal)                       NAVD 88
 DO7019
 DO7019  VERT ORDER      -  SECOND    CLASS I
 DO7019
 DO7019  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DO7019  Standards:
 DO7019         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DO7019            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DO7019  -------------------------------------------------------------------
 DO7019  NETWORK    0.33   0.57           0.15   0.11   0.29     -0.01369583
 DO7019  -------------------------------------------------------------------
 DO7019  Click here for local accuracies and other accuracy information.
 DO7019
 DO7019.The horizontal coordinates were established by GPS observations
 DO7019.and adjusted by the MN DEPT OF TRANSP in July 2015.
 DO7019
 DO7019.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DO7019.been affixed to the stable North American tectonic plate. See 
 DO7019.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DO7019
 DO7019.The horizontal coordinates are valid at the epoch date displayed above
 DO7019.which is a decimal equivalence of Year/Month/Day.
 DO7019
 DO7019.The orthometric height was determined by differential leveling and
 DO7019.adjusted by the NATIONAL GEODETIC SURVEY
 DO7019.in March 2020.
 DO7019
 DO7019.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO7019.GEOID18 height accuracy estimate available here.
 DO7019
 DO7019.Click photographs - Photos may exist for this station.
 DO7019
 DO7019.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DO7019
 DO7019.The Laplace correction was computed from DEFLEC18 derived deflections.
 DO7019
 DO7019.The ellipsoidal height was determined by GPS observations
 DO7019.and is referenced to NAD 83.
 DO7019
 DO7019.The dynamic height is computed by dividing the NAVD 88
 DO7019.geopotential number by the normal gravity value computed on the
 DO7019.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO7019.degrees latitude (g = 980.6199 gals.).
 DO7019
 DO7019.The modeled gravity was interpolated from observed gravity values.
 DO7019
 DO7019. The following values were computed from the NAD 83(2011) position.
 DO7019
 DO7019;                    North         East     Units Scale Factor Converg.
 DO7019;SPC MN C     -   193,834.964   674,775.280   MT  0.99996018   -1 09 57.7
 DO7019;SPC MN C     -   635,940.21  2,213,825.23   sFT  0.99996018   -1 09 57.7
 DO7019;UTM  15      - 5,079,452.179   277,732.771   MT  1.00020739   -2 03 13.3
 DO7019
 DO7019!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DO7019!SPC MN C     -   0.99994958  x   0.99996018  =   0.99990976
 DO7019!UTM  15      -   0.99994958  x   1.00020739  =   1.00015696
 DO7019
 DO7019_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTL7773279452(NAD 83)
 DO7019
 DO7019                          SUPERSEDED SURVEY CONTROL
 DO7019
 DO7019  NAVD 88 (03/23/16)  347.852  (m)         1141.24   (f) SUPERSEDED  2 1
 DO7019  NAVD 88 (06/17/14)  347.832  (m)         1141.18   (f) SUPERSEDED  2 1
 DO7019
 DO7019.Superseded values are not recommended for survey control.
 DO7019
 DO7019.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DO7019.See file dsdata.pdf to determine how the superseded data were derived.
 DO7019
 DO7019_MARKER: I = METAL ROD
 DO7019_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DO7019_STAMPING: 2605 J 2010
 DO7019_MARK LOGO: MNDT
 DO7019_PROJECTION: RECESSED 3 CENTIMETERS
 DO7019_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DO7019_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DO7019_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DO7019+SATELLITE: SATELLITE OBSERVATIONS - December 12, 2024
 DO7019_ROD/PIPE-DEPTH: 9.4 meters
 DO7019
 DO7019  HISTORY     - Date     Condition        Report By
 DO7019  HISTORY     - 20101011 MONUMENTED       MNDT
 DO7019  HISTORY     - 20140828 GOOD             MNDT
 DO7019  HISTORY     - 20150211 GOOD             MNDT
 DO7019  HISTORY     - 20241212 GOOD             MNDT
 DO7019
 DO7019                          STATION DESCRIPTION
 DO7019
 DO7019'DESCRIBED BY MN DEPT OF TRANSP 2010
 DO7019'THE ROD MARK IS LOCATED ABOUT 11.2 MI (18.0 KM) SOUTH OF ERDAHL, 8.9
 DO7019'MI (14.3 KM) WEST-NORTHWEST OF KENSINGTON AND 3.25 MI (5.2 KM) WEST OF
 DO7019'HOFFMAN.
 DO7019'
 DO7019'WEST OF HOFFMAN, 3.1 MI (5.0 KM) EAST ALONG TRUNK HIGHWAY 27 FROM THE
 DO7019'JUNCTION OF TRUNK HIGHWAY 27 AND TRUNK HIGHWAY 59 IN HOFFMAN, AT TRUNK
 DO7019'HIGHWAY 27 MILE POINT 55.10.
 DO7019'
 DO7019'THE ROD MARK WITH GEODETIC CONTROL DISK IS FOUND 142.3 FT (43.4 M)
 DO7019'NORTH OF TRUNK HIGHWAY 27, 25.0 FT (7.6 M) EAST OF 150TH AVENUE, 8.9
 DO7019'FT (2.7 M) SOUTHWEST OF A CABLE BOX AND 1.8 FT (0.5 M) WEST OF A
 DO7019'WITNESS POST.
 DO7019
 DO7019                          STATION RECOVERY (2014)
 DO7019
 DO7019'RECOVERY NOTE BY MN DEPT OF TRANSP 2014 (MAS)
 DO7019'RECOVERED IN GOOD CONDITION.
 DO7019'
 DO7019'NOTE - THE STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM
 DO7019'ROD DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION REMOVABLE
 DO7019'DISK SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH
 DO7019'PVC PIPE BACK FILLED WITH WASHED SAND.
 DO7019
 DO7019                          STATION RECOVERY (2015)
 DO7019
 DO7019'RECOVERY NOTE BY MN DEPT OF TRANSP 2015 (KXS)
 DO7019'3.25 MILES WEST OF HOFFMAN, 3.1 MILES EAST ALONG TRUNK HIGHWAY 27 FROM
 DO7019'JUNCTION OF TRUNK HIGHWAY 27 AND TRUNK HIGHWAY 59 IN HOFFMAN, AT TRUNK
 DO7019'HIGHWAY 27 MILEPOINT 55.10, 142.3 FEET NORTH OF TRUNK HIGHWAY 27, 25.0
 DO7019'FEET EAST OF 150TH AVENUE, 8.9 FEET SOUTHWEST OF CABLE BOX, 1.8 FEET
 DO7019'WEST OF WITNESS POST.
 DO7019
 DO7019                          STATION RECOVERY (2024)
 DO7019
 DO7019'RECOVERY NOTE BY MN DEPT OF TRANSP 2024 (MPP)
 DO7019'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DO7014 ***********************************************************************
 DO7014  DESIGNATION -  2605 K
 DO7014  PID         -  DO7014
 DO7014  STATE/COUNTY-  MN/GRANT
 DO7014  COUNTRY     -  US
 DO7014  USGS QUAD   -  PATCHEN LAKE (2019)
 DO7014
 DO7014                         *CURRENT SURVEY CONTROL
 DO7014  ______________________________________________________________________
 DO7014* NAD 83(2011) POSITION- 45 49 56.03041(N) 095 55 27.10418(W)   ADJUSTED
 DO7014* NAD 83(2011) ELLIP HT-   330.844 (meters)        (04/10/25)   ADJUSTED
 DO7014* NAD 83(2011) EPOCH   -  2010.00
 DO7014* NAVD 88 ORTHO HEIGHT -   357.044 (meters)     1171.40  (feet) ADJUSTED
 DO7014  ______________________________________________________________________
 DO7014  GEOID HEIGHT    -        -26.225 (meters)                     GEOID18
 DO7014  NAD 83(2011) X  -   -459,496.801 (meters)                     COMP
 DO7014  NAD 83(2011) Y  - -4,428,169.118 (meters)                     COMP
 DO7014  NAD 83(2011) Z  -  4,552,511.589 (meters)                     COMP
 DO7014  LAPLACE CORR    -          1.79  (seconds)                    DEFLEC18
 DO7014  DYNAMIC HEIGHT  -        357.041 (meters)     1171.39  (feet) COMP
 DO7014  MODELED GRAVITY -    980,597.2   (mgal)                       NAVD 88
 DO7014
 DO7014  VERT ORDER      -  SECOND    CLASS I
 DO7014
 DO7014  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DO7014  Standards:
 DO7014         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DO7014            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DO7014  -------------------------------------------------------------------
 DO7014  NETWORK    0.43   0.78           0.20   0.14   0.40     -0.03254558
 DO7014  -------------------------------------------------------------------
 DO7014  Click here for local accuracies and other accuracy information.
 DO7014
 DO7014.The horizontal coordinates were established by GPS observations
 DO7014.and adjusted by the MN DEPT OF TRANSP in April 2025.
 DO7014
 DO7014.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DO7014.been affixed to the stable North American tectonic plate. See 
 DO7014.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DO7014
 DO7014.The horizontal coordinates are valid at the epoch date displayed above
 DO7014.which is a decimal equivalence of Year/Month/Day.
 DO7014
 DO7014.The orthometric height was determined by differential leveling and
 DO7014.adjusted by the NATIONAL GEODETIC SURVEY
 DO7014.in March 2020.
 DO7014
 DO7014.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO7014.GEOID18 height accuracy estimate available here.
 DO7014
 DO7014.Click photographs - Photos may exist for this station.
 DO7014
 DO7014.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DO7014
 DO7014.The Laplace correction was computed from DEFLEC18 derived deflections.
 DO7014
 DO7014.The ellipsoidal height was determined by GPS observations
 DO7014.and is referenced to NAD 83.
 DO7014
 DO7014.The dynamic height is computed by dividing the NAVD 88
 DO7014.geopotential number by the normal gravity value computed on the
 DO7014.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO7014.degrees latitude (g = 980.6199 gals.).
 DO7014
 DO7014.The modeled gravity was interpolated from observed gravity values.
 DO7014
 DO7014. The following values were computed from the NAD 83(2011) position.
 DO7014
 DO7014;                    North         East     Units Scale Factor Converg.
 DO7014;SPC MN C     -   193,874.097   669,934.737   MT  0.99996027   -1 12 39.9
 DO7014;SPC MN C     -   636,068.60  2,197,944.22   sFT  0.99996027   -1 12 39.9
 DO7014;UTM  15      - 5,079,566.313   272,892.155   MT  1.00023414   -2 05 54.3
 DO7014;UTM  14      - 5,080,008.941   738,882.240   MT  1.00030160   +2 12 26.4
 DO7014
 DO7014!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DO7014!SPC MN C     -   0.99994814  x   0.99996027  =   0.99990841
 DO7014!UTM  15      -   0.99994814  x   1.00023414  =   1.00018226
 DO7014!UTM  14      -   0.99994814  x   1.00030160  =   1.00024972
 DO7014
 DO7014_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTL7289279566(NAD 83)
 DO7014
 DO7014                          SUPERSEDED SURVEY CONTROL
 DO7014
 DO7014  NAVD 88 (06/17/14)  357.051  (m)         1171.42   (f) SUPERSEDED  2 1
 DO7014
 DO7014.Superseded values are not recommended for survey control.
 DO7014
 DO7014.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DO7014.See file dsdata.pdf to determine how the superseded data were derived.
 DO7014
 DO7014_MARKER: I = METAL ROD
 DO7014_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DO7014_STAMPING: 2605 K 2010
 DO7014_MARK LOGO: MNDT
 DO7014_PROJECTION: RECESSED 5 CENTIMETERS
 DO7014_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DO7014_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DO7014_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DO7014+SATELLITE: SATELLITE OBSERVATIONS - December 17, 2024
 DO7014_ROD/PIPE-DEPTH: 8.2 meters
 DO7014
 DO7014  HISTORY     - Date     Condition        Report By
 DO7014  HISTORY     - 20101013 MONUMENTED       MNDT
 DO7014  HISTORY     - 20140828 GOOD             MNDT
 DO7014  HISTORY     - 20241217 GOOD             MNDT
 DO7014
 DO7014                          STATION DESCRIPTION
 DO7014
 DO7014'DESCRIBED BY MN DEPT OF TRANSP 2010
 DO7014'THE ROD MARK IS LOCATED ABOUT 10.7 MI (17.2 KM) EAST OF HERMAN, 10.7
 DO7014'MI (17.2 KM) NORTH-NORTHEAST OF DONNELLY AND 6.3 MI (10.1 KM) WEST OF
 DO7014'HOFFMAN.
 DO7014'
 DO7014'WEST OF HOFFMAN, 2.0 MI (3.2 KM) WEST ALONG TRUNK HIGHWAY 27 FROM THE
 DO7014'JUNCTION OF TRUNK HIGHWAY 27 AND TRUNK HIGHWAY 59, AT TRUNK HIGHWAY 27
 DO7014'MILE POINT 52.15.
 DO7014'
 DO7014'THE ROD MARK WITH GEODETIC CONTROL DISK IS FOUND 128.3 FT (39.1 M)
 DO7014'WEST OF COUNTY ROAD 2, 78.6 FT (24.0 M) EAST OF A FIELD ENTRANCE, 50.6
 DO7014'FT (15.4 M) NORTH OF TRUNK HIGHWAY 27, 14.8 FT (4.5 M) SOUTH OF A
 DO7014'POWER POLE AND 1.5 FT (0.5 M) SOUTH OF A WITNESS POST.
 DO7014
 DO7014                          STATION RECOVERY (2014)
 DO7014
 DO7014'RECOVERY NOTE BY MN DEPT OF TRANSP 2014 (MAS)
 DO7014'6.3 MI (10.1 KM) WEST OF HOFFMAN, 2.0 MI (3.2 KM) WEST ALONG TRUNK
 DO7014'HIGHWAY 27  FROM THE JUNCTION OF TRUNK HIGHWAY 27 AND TRUNK HIGHWAY
 DO7014'59, (JUNCTION IS 4.0 MI (6.4 KM) WEST OF HOFFMAN), AT TRUNK HIGHWAY 27
 DO7014'MILE POINT 52.15, 128.3 FT (39.1 M) WEST OF COUNTY ROAD 2, 50.6 FT
 DO7014'(15.4 M) NORTH OF TRUNK HIGHWAY 27, 78.6 FT (24.0 M) EAST OF A FIELD
 DO7014'ENTRANCE, 14.8 FT (4.5 M) SOUTH OF POWER POLE, 1.5 FT (0.5 M) SOUTH OF
 DO7014'A WITNESS POST.
 DO7014
 DO7014                          STATION RECOVERY (2024)
 DO7014
 DO7014'RECOVERY NOTE BY MN DEPT OF TRANSP 2024 (MPP)
 DO7014'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DO7012 ***********************************************************************
 DO7012  DESIGNATION -  2605 L
 DO7012  PID         -  DO7012
 DO7012  STATE/COUNTY-  MN/GRANT
 DO7012  COUNTRY     -  US
 DO7012  USGS QUAD   -  PATCHEN LAKE (2019)
 DO7012
 DO7012                         *CURRENT SURVEY CONTROL
 DO7012  ______________________________________________________________________
 DO7012* NAD 83(2011) POSITION- 45 49 54.95558(N) 095 56 40.64687(W)   ADJUSTED
 DO7012* NAD 83(2011) ELLIP HT-   328.127 (meters)        (04/10/25)   ADJUSTED
 DO7012* NAD 83(2011) EPOCH   -  2010.00
 DO7012* NAVD 88 ORTHO HEIGHT -   354.343 (meters)     1162.54  (feet) ADJUSTED
 DO7012  ______________________________________________________________________
 DO7012  GEOID HEIGHT    -        -26.238 (meters)                     GEOID18
 DO7012  NAD 83(2011) X  -   -461,077.883 (meters)                     COMP
 DO7012  NAD 83(2011) Y  - -4,428,026.799 (meters)                     COMP
 DO7012  NAD 83(2011) Z  -  4,552,486.517 (meters)                     COMP
 DO7012  LAPLACE CORR    -          1.77  (seconds)                    DEFLEC18
 DO7012  DYNAMIC HEIGHT  -        354.340 (meters)     1162.53  (feet) COMP
 DO7012  MODELED GRAVITY -    980,596.9   (mgal)                       NAVD 88
 DO7012
 DO7012  VERT ORDER      -  SECOND    CLASS I
 DO7012
 DO7012  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DO7012  Standards:
 DO7012         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DO7012            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DO7012  -------------------------------------------------------------------
 DO7012  NETWORK    0.41   0.76           0.19   0.14   0.39     -0.03984607
 DO7012  -------------------------------------------------------------------
 DO7012  Click here for local accuracies and other accuracy information.
 DO7012
 DO7012.The horizontal coordinates were established by GPS observations
 DO7012.and adjusted by the MN DEPT OF TRANSP in April 2025.
 DO7012
 DO7012.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DO7012.been affixed to the stable North American tectonic plate. See 
 DO7012.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DO7012
 DO7012.The horizontal coordinates are valid at the epoch date displayed above
 DO7012.which is a decimal equivalence of Year/Month/Day.
 DO7012
 DO7012.The orthometric height was determined by differential leveling and
 DO7012.adjusted by the NATIONAL GEODETIC SURVEY
 DO7012.in March 2020.
 DO7012
 DO7012.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO7012.GEOID18 height accuracy estimate available here.
 DO7012
 DO7012.Click photographs - Photos may exist for this station.
 DO7012
 DO7012.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DO7012
 DO7012.The Laplace correction was computed from DEFLEC18 derived deflections.
 DO7012
 DO7012.The ellipsoidal height was determined by GPS observations
 DO7012.and is referenced to NAD 83.
 DO7012
 DO7012.The dynamic height is computed by dividing the NAVD 88
 DO7012.geopotential number by the normal gravity value computed on the
 DO7012.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO7012.degrees latitude (g = 980.6199 gals.).
 DO7012
 DO7012.The modeled gravity was interpolated from observed gravity values.
 DO7012
 DO7012. The following values were computed from the NAD 83(2011) position.
 DO7012
 DO7012;                    North         East     Units Scale Factor Converg.
 DO7012;SPC MN C     -   193,874.672   668,347.212   MT  0.99996031   -1 13 33.1
 DO7012;SPC MN C     -   636,070.49  2,192,735.81   sFT  0.99996031   -1 13 33.1
 DO7012;UTM  15      - 5,079,591.478   271,304.387   MT  1.00024304   -2 06 47.1
 DO7012;UTM  14      - 5,079,914.822   737,296.972   MT  1.00029232   +2 11 33.5
 DO7012
 DO7012!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DO7012!SPC MN C     -   0.99994856  x   0.99996031  =   0.99990887
 DO7012!UTM  15      -   0.99994856  x   1.00024304  =   1.00019159
 DO7012!UTM  14      -   0.99994856  x   1.00029232  =   1.00024087
 DO7012
 DO7012_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTL7130479591(NAD 83)
 DO7012
 DO7012                          SUPERSEDED SURVEY CONTROL
 DO7012
 DO7012  NAVD 88 (06/17/14)  354.352  (m)         1162.57   (f) SUPERSEDED  2 1
 DO7012
 DO7012.Superseded values are not recommended for survey control.
 DO7012
 DO7012.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DO7012.See file dsdata.pdf to determine how the superseded data were derived.
 DO7012
 DO7012_MARKER: I = METAL ROD
 DO7012_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DO7012_STAMPING: 2605 L 2010
 DO7012_MARK LOGO: MNDT
 DO7012_PROJECTION: RECESSED 5 CENTIMETERS
 DO7012_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DO7012_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DO7012_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DO7012+SATELLITE: SATELLITE OBSERVATIONS - December 17, 2024
 DO7012_ROD/PIPE-DEPTH: 7.6 meters
 DO7012
 DO7012  HISTORY     - Date     Condition        Report By
 DO7012  HISTORY     - 20101013 MONUMENTED       MNDT
 DO7012  HISTORY     - 20140828 GOOD             MNDT
 DO7012  HISTORY     - 20210622 GOOD             MNDT
 DO7012  HISTORY     - 20241217 GOOD             MNDT
 DO7012
 DO7012                          STATION DESCRIPTION
 DO7012
 DO7012'DESCRIBED BY MN DEPT OF TRANSP 2010
 DO7012'THE ROD MARK IS LOCATED ABOUT 10.3 MI (16.6 KM) NORTH-NORTHEAST OF
 DO7012'DONNELLY, 9.7 MI (15.6 KM) EAST OF HERMAN AND 7.3 MI (11.7 KM) WEST OF
 DO7012'HOFFMAN.
 DO7012'
 DO7012'WEST OF HOFFMAN, 3.0 MI (4.8 KM) WEST ALONG TRUNK HIGHWAY 27 FROM THE
 DO7012'JUNCTION OF TRUNK HIGHWAY 27 AND TRUNK HIGHWAY 59, AT TRUNK HIGHWAY 27
 DO7012'MILE POINT 51.15.
 DO7012'
 DO7012'THE ROD MARK WITH GEODETIC CONTROL DISK IS FOUND 70.4 FT (21.5 M)
 DO7012'SOUTH OF TRUNK HIGHWAY 27, 60.0 FT (18.3 M) WEST OF 190TH AVENUE, 3.0
 DO7012'FT (0.9 M) NORTH OF A RIGHT-OF-WAY POST AND 3.0 FT (0.9 M) NORTH OF A
 DO7012'WITNESS POST.
 DO7012
 DO7012                          STATION RECOVERY (2014)
 DO7012
 DO7012'RECOVERY NOTE BY MN DEPT OF TRANSP 2014 (MAS)
 DO7012'7.3 MI (11.7 KM) WEST OF HOFFMAN, 3.0 MI (4.8 KM) WEST ALONG TRUNK
 DO7012'HIGHWAY 27  FROM THE JUNCTION OF TRUNK HIGHWAY 27 AND TRUNK HIGHWAY
 DO7012'59, (JUNCTION IS 4.0 MI (6.4 KM) WEST OF HOFFMAN), AT TRUNK HIGHWAY 27
 DO7012'MILE POINT 51.15, 70.4 FT (21.5 M) SOUTH OF TRUNK HIGHWAY 27, 60.0 FT
 DO7012'(18.3 M) WEST OF 190TH AVENUE, 3.0 FT (0.9 M) NORTH OF RIGHT-OF-WAY
 DO7012'POST, 3.0 FT (0.9 M) NORTH OF A WITNESS POST.
 DO7012
 DO7012                          STATION RECOVERY (2021)
 DO7012
 DO7012'RECOVERY NOTE BY MN DEPT OF TRANSP 2021 (TJD)
 DO7012'RECOVERED IN GOOD CONDITION.
 DO7012
 DO7012                          STATION RECOVERY (2024)
 DO7012
 DO7012'RECOVERY NOTE BY MN DEPT OF TRANSP 2024 (MPP)
 DO7012'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DO7011 ***********************************************************************
 DO7011  DESIGNATION -  2605 M
 DO7011  PID         -  DO7011
 DO7011  STATE/COUNTY-  MN/GRANT
 DO7011  COUNTRY     -  US
 DO7011  USGS QUAD   -  PATCHEN LAKE (2019)
 DO7011
 DO7011                         *CURRENT SURVEY CONTROL
 DO7011  ______________________________________________________________________
 DO7011* NAD 83(2011) POSITION- 45 49 54.85599(N) 095 57 53.85126(W)   ADJUSTED
 DO7011* NAD 83(2011) ELLIP HT-   327.520 (meters)        (04/10/25)   ADJUSTED
 DO7011* NAD 83(2011) EPOCH   -  2010.00
 DO7011* NAVD 88 ORTHO HEIGHT -   353.749 (meters)     1160.59  (feet) ADJUSTED
 DO7011  ______________________________________________________________________
 DO7011  GEOID HEIGHT    -        -26.251 (meters)                     GEOID18
 DO7011  NAD 83(2011) X  -   -462,649.567 (meters)                     COMP
 DO7011  NAD 83(2011) Y  - -4,427,864.655 (meters)                     COMP
 DO7011  NAD 83(2011) Z  -  4,552,483.939 (meters)                     COMP
 DO7011  LAPLACE CORR    -          1.67  (seconds)                    DEFLEC18
 DO7011  DYNAMIC HEIGHT  -        353.746 (meters)     1160.58  (feet) COMP
 DO7011  MODELED GRAVITY -    980,596.7   (mgal)                       NAVD 88
 DO7011
 DO7011  VERT ORDER      -  SECOND    CLASS I
 DO7011
 DO7011  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DO7011  Standards:
 DO7011         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DO7011            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DO7011  -------------------------------------------------------------------
 DO7011  NETWORK    0.46   0.86           0.21   0.16   0.44     -0.00153775
 DO7011  -------------------------------------------------------------------
 DO7011  Click here for local accuracies and other accuracy information.
 DO7011
 DO7011.The horizontal coordinates were established by GPS observations
 DO7011.and adjusted by the MN DEPT OF TRANSP in April 2025.
 DO7011
 DO7011.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DO7011.been affixed to the stable North American tectonic plate. See 
 DO7011.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DO7011
 DO7011.The horizontal coordinates are valid at the epoch date displayed above
 DO7011.which is a decimal equivalence of Year/Month/Day.
 DO7011
 DO7011.The orthometric height was determined by differential leveling and
 DO7011.adjusted by the NATIONAL GEODETIC SURVEY
 DO7011.in March 2020.
 DO7011
 DO7011.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO7011.GEOID18 height accuracy estimate available here.
 DO7011
 DO7011.Click photographs - Photos may exist for this station.
 DO7011
 DO7011.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DO7011
 DO7011.The Laplace correction was computed from DEFLEC18 derived deflections.
 DO7011
 DO7011.The ellipsoidal height was determined by GPS observations
 DO7011.and is referenced to NAD 83.
 DO7011
 DO7011.The dynamic height is computed by dividing the NAVD 88
 DO7011.geopotential number by the normal gravity value computed on the
 DO7011.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO7011.degrees latitude (g = 980.6199 gals.).
 DO7011
 DO7011.The modeled gravity was interpolated from observed gravity values.
 DO7011
 DO7011. The following values were computed from the NAD 83(2011) position.
 DO7011
 DO7011;                    North         East     Units Scale Factor Converg.
 DO7011;SPC MN C     -   193,905.601   666,767.631   MT  0.99996032   -1 14 26.1
 DO7011;SPC MN C     -   636,171.96  2,187,553.47   sFT  0.99996032   -1 14 26.1
 DO7011;UTM  15      - 5,079,646.876   269,725.020   MT  1.00025195   -2 07 39.7
 DO7011;UTM  14      - 5,079,851.485   735,717.839   MT  1.00028314   +2 10 40.9
 DO7011
 DO7011!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DO7011!SPC MN C     -   0.99994866  x   0.99996032  =   0.99990898
 DO7011!UTM  15      -   0.99994866  x   1.00025195  =   1.00020059
 DO7011!UTM  14      -   0.99994866  x   1.00028314  =   1.00023178
 DO7011
 DO7011_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTL6972579646(NAD 83)
 DO7011
 DO7011                          SUPERSEDED SURVEY CONTROL
 DO7011
 DO7011  NAVD 88 (06/17/14)  353.760  (m)         1160.63   (f) SUPERSEDED  2 1
 DO7011
 DO7011.Superseded values are not recommended for survey control.
 DO7011
 DO7011.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DO7011.See file dsdata.pdf to determine how the superseded data were derived.
 DO7011
 DO7011_MARKER: I = METAL ROD
 DO7011_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DO7011_STAMPING: 2605 M 2010
 DO7011_MARK LOGO: MNDT
 DO7011_PROJECTION: RECESSED 3 CENTIMETERS
 DO7011_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DO7011_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DO7011_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DO7011+SATELLITE: SATELLITE OBSERVATIONS - December 17, 2024
 DO7011_ROD/PIPE-DEPTH: 6.1 meters
 DO7011
 DO7011  HISTORY     - Date     Condition        Report By
 DO7011  HISTORY     - 20101013 MONUMENTED       MNDT
 DO7011  HISTORY     - 20241217 GOOD             MNDT
 DO7011
 DO7011                          STATION DESCRIPTION
 DO7011
 DO7011'DESCRIBED BY MN DEPT OF TRANSP 2010
 DO7011'THE ROD MARK IS LOCATED ABOUT 10.0 MI (16.1 KM) NORTH-NORTHEAST OF
 DO7011'DONNELLY, 8.7 MI (14.0 KM) EAST OF HERMAN AND 8.3 MI (13.4 KM) WEST OF
 DO7011'HOFFMAN.
 DO7011'
 DO7011'WEST OF HOFFMAN, 1.0 MI (1.6 KM) EAST ALONG TRUNK HIGHWAY 27  FROM THE
 DO7011'JUNCTION OF TRUNK HIGHWAY 27 AND TRUNK HIGHWAY 54, AT TRUNK HIGHWAY 27
 DO7011'MILE POINT 50.15.
 DO7011'
 DO7011'THE ROD MARK WITH GEODETIC CONTROL DISK IS FOUND 88.0 FT (26.8 M) EAST
 DO7011'OF EXTENDED 2O0TH AVENUE, 72.2 FT (22.0 M) SOUTH OF TRUNK HIGHWAY 27,
 DO7011'6.0 FT (1.8 M) NORTHEAST OF CABLE BOX NUMBER H755 E1 AND 3.5 NORTH OF
 DO7011'A WITNESS POST.
 DO7011
 DO7011                          STATION RECOVERY (2024)
 DO7011
 DO7011'RECOVERY NOTE BY MN DEPT OF TRANSP 2024 (MPP)
 DO7011'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DS3497 ***********************************************************************
 DS3497  HT_MOD      -  This is a Height Modernization Survey Station.
 DS3497  DESIGNATION -  2605 N
 DS3497  PID         -  DS3497
 DS3497  STATE/COUNTY-  MN/GRANT
 DS3497  COUNTRY     -  US
 DS3497  USGS QUAD   -  HOFFMAN (2019)
 DS3497
 DS3497                         *CURRENT SURVEY CONTROL
 DS3497  ______________________________________________________________________
 DS3497* NAD 83(2011) POSITION- 45 49 57.42966(N) 095 46 45.18156(W)   ADJUSTED
 DS3497* NAD 83(2011) ELLIP HT-   350.293 (meters)        (04/10/25)   ADJUSTED
 DS3497* NAD 83(2011) EPOCH   -  2010.00
 DS3497* NAVD 88 ORTHO HEIGHT -   376.41  (meters)     1234.9   (feet) GPS OBS
 DS3497  ______________________________________________________________________
 DS3497  GEOID HEIGHT    -        -26.136 (meters)                     GEOID18
 DS3497  NAD 83(2011) X  -   -448,288.758 (meters)                     COMP
 DS3497  NAD 83(2011) Y  - -4,429,300.280 (meters)                     COMP
 DS3497  NAD 83(2011) Z  -  4,552,555.642 (meters)                     COMP
 DS3497  LAPLACE CORR    -          1.52  (seconds)                    DEFLEC18
 DS3497
 DS3497  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DS3497  Standards:
 DS3497         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DS3497            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DS3497  -------------------------------------------------------------------
 DS3497  NETWORK    0.41   0.73           0.19   0.14   0.37      0.02642880
 DS3497  -------------------------------------------------------------------
 DS3497  Click here for local accuracies and other accuracy information.
 DS3497
 DS3497.The horizontal coordinates were established by GPS observations
 DS3497.and adjusted by the MN DEPT OF TRANSP in April 2025.
 DS3497
 DS3497.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DS3497.been affixed to the stable North American tectonic plate. See 
 DS3497.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DS3497
 DS3497.The horizontal coordinates are valid at the epoch date displayed above
 DS3497.which is a decimal equivalence of Year/Month/Day.
 DS3497
 DS3497.The orthometric height was determined by GPS observations and a
 DS3497.high-resolution geoid model using precise GPS observation and
 DS3497.processing techniques.
 DS3497
 DS3497.Significant digits in the geoid height do not necessarily reflect accuracy.
 DS3497.GEOID18 height accuracy estimate available here.
 DS3497
 DS3497.Click photographs - Photos may exist for this station.
 DS3497
 DS3497.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DS3497
 DS3497.The Laplace correction was computed from DEFLEC18 derived deflections.
 DS3497
 DS3497.The ellipsoidal height was determined by GPS observations
 DS3497.and is referenced to NAD 83.
 DS3497
 DS3497. The following values were computed from the NAD 83(2011) position.
 DS3497
 DS3497;                    North         East     Units Scale Factor Converg.
 DS3497;SPC MN C     -   193,689.520   681,197.226   MT  0.99996021   -1 06 22.4
 DS3497;SPC MN C     -   635,463.03  2,234,894.57   sFT  0.99996021   -1 06 22.4
 DS3497;UTM  15      - 5,079,207.182   284,153.168   MT  1.00017280   -1 59 39.6
 DS3497
 DS3497!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DS3497!SPC MN C     -   0.99994509  x   0.99996021  =   0.99990530
 DS3497!UTM  15      -   0.99994509  x   1.00017280  =   1.00011788
 DS3497
 DS3497_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTL8415379207(NAD 83)
 DS3497
 DS3497                          SUPERSEDED SURVEY CONTROL
 DS3497
 DS3497.No superseded survey control is available for this station.
 DS3497
 DS3497_MARKER: I = METAL ROD
 DS3497_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DS3497_STAMPING: 2605 N 2023
 DS3497_MARK LOGO: MNDT
 DS3497_PROJECTION: RECESSED 5 CENTIMETERS
 DS3497_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DS3497_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DS3497_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DS3497+SATELLITE: SATELLITE OBSERVATIONS - December 12, 2024
 DS3497_ROD/PIPE-DEPTH: 10.1 meters
 DS3497
 DS3497  HISTORY     - Date     Condition        Report By
 DS3497  HISTORY     - 20230926 MONUMENTED       MNDT
 DS3497  HISTORY     - 20241212 GOOD             MNDT
 DS3497
 DS3497                          STATION DESCRIPTION
 DS3497
 DS3497'DESCRIBED BY MN DEPT OF TRANSP 2024 (MPP)
 DS3497'IN HOFFMAN,0.9 MILE EAST ALONG TRUNK HIGHWAY 27 FROM THE JUNCTION OF
 DS3497'TRUNK HIGHWAY 27 AND TRUNK HIGHWAY 55 IN HOFFMAN, AT TRUNK HIGHWAY 27
 DS3497'MILEPOINT 59.15, 71.9 FEET NORTH OF TRUNK HIGHWAY 27, 5.7 FEET
 DS3497'SOUTHEAST OF CABLE PEDESTAL NUMBER E3, 2.1 FEET SOUTH OF A
 DS3497'RIGHT-OF-WAY POST, 1.5 FEET SOUTH OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DS3498 ***********************************************************************
 DS3498  HT_MOD      -  This is a Height Modernization Survey Station.
 DS3498  DESIGNATION -  2605 P
 DS3498  PID         -  DS3498
 DS3498  STATE/COUNTY-  MN/GRANT
 DS3498  COUNTRY     -  US
 DS3498  USGS QUAD   -  HOFFMAN (2019)
 DS3498
 DS3498                         *CURRENT SURVEY CONTROL
 DS3498  ______________________________________________________________________
 DS3498* NAD 83(2011) POSITION- 45 49 55.85712(N) 095 47 58.23102(W)   ADJUSTED
 DS3498* NAD 83(2011) ELLIP HT-   349.878 (meters)        (04/10/25)   ADJUSTED
 DS3498* NAD 83(2011) EPOCH   -  2010.00
 DS3498* NAVD 88 ORTHO HEIGHT -   376.01  (meters)     1233.6   (feet) GPS OBS
 DS3498  ______________________________________________________________________
 DS3498  GEOID HEIGHT    -        -26.147 (meters)                     GEOID18
 DS3498  NAD 83(2011) X  -   -449,860.873 (meters)                     COMP
 DS3498  NAD 83(2011) Y  - -4,429,175.601 (meters)                     COMP
 DS3498  NAD 83(2011) Z  -  4,552,521.514 (meters)                     COMP
 DS3498  LAPLACE CORR    -          1.50  (seconds)                    DEFLEC18
 DS3498
 DS3498  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DS3498  Standards:
 DS3498         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DS3498            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DS3498  -------------------------------------------------------------------
 DS3498  NETWORK    0.40   0.71           0.18   0.14   0.36      0.03031473
 DS3498  -------------------------------------------------------------------
 DS3498  Click here for local accuracies and other accuracy information.
 DS3498
 DS3498.The horizontal coordinates were established by GPS observations
 DS3498.and adjusted by the MN DEPT OF TRANSP in April 2025.
 DS3498
 DS3498.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DS3498.been affixed to the stable North American tectonic plate. See 
 DS3498.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DS3498
 DS3498.The horizontal coordinates are valid at the epoch date displayed above
 DS3498.which is a decimal equivalence of Year/Month/Day.
 DS3498
 DS3498.The orthometric height was determined by GPS observations and a
 DS3498.high-resolution geoid model using precise GPS observation and
 DS3498.processing techniques.
 DS3498
 DS3498.Significant digits in the geoid height do not necessarily reflect accuracy.
 DS3498.GEOID18 height accuracy estimate available here.
 DS3498
 DS3498.Click photographs - Photos may exist for this station.
 DS3498
 DS3498.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DS3498
 DS3498.The Laplace correction was computed from DEFLEC18 derived deflections.
 DS3498
 DS3498.The ellipsoidal height was determined by GPS observations
 DS3498.and is referenced to NAD 83.
 DS3498
 DS3498. The following values were computed from the NAD 83(2011) position.
 DS3498
 DS3498;                    North         East     Units Scale Factor Converg.
 DS3498;SPC MN C     -   193,671.618   679,620.056   MT  0.99996027   -1 07 15.2
 DS3498;SPC MN C     -   635,404.30  2,229,720.13   sFT  0.99996027   -1 07 15.2
 DS3498;UTM  15      - 5,079,213.727   282,575.568   MT  1.00018121   -2 00 32.0
 DS3498
 DS3498!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DS3498!SPC MN C     -   0.99994515  x   0.99996027  =   0.99990542
 DS3498!UTM  15      -   0.99994515  x   1.00018121  =   1.00012635
 DS3498
 DS3498_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTL8257579213(NAD 83)
 DS3498
 DS3498                          SUPERSEDED SURVEY CONTROL
 DS3498
 DS3498.No superseded survey control is available for this station.
 DS3498
 DS3498_MARKER: I = METAL ROD
 DS3498_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DS3498_STAMPING: 2605 P 2023
 DS3498_MARK LOGO: MNDT
 DS3498_PROJECTION: RECESSED 15 CENTIMETERS
 DS3498_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DS3498_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DS3498_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DS3498+SATELLITE: SATELLITE OBSERVATIONS - December 12, 2024
 DS3498_ROD/PIPE-DEPTH: 7.3 meters
 DS3498
 DS3498  HISTORY     - Date     Condition        Report By
 DS3498  HISTORY     - 20230926 MONUMENTED       MNDT
 DS3498  HISTORY     - 20241212 GOOD             MNDT
 DS3498
 DS3498                          STATION DESCRIPTION
 DS3498
 DS3498'DESCRIBED BY MN DEPT OF TRANSP 2024 (MPP)
 DS3498'IN HOFFMAN, 0.1 MILE WEST ALONG TRUNK HIGHWAY 27 FROM THE JUNCTION OF
 DS3498'TRUNK HIGHWAY 27 AND TRUNK HIGHWAY 55 IN HOFFMAN, AT TRUNK HIGHWAY 27
 DS3498'MILEPOINT 58.15, 65.2 FEET SOUTH OF TRUNK HIGHWAY 27,41.7 FEET EAST OF
 DS3498'DRIVEWAY NUMBER 11981, 22.5 FEET EAST-NORTHEAST OF A GUY WIRE POLE,
 DS3498'5.0 FEET NORTH OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DO7000 ***********************************************************************
 DO7000  DESIGNATION -  2607 A
 DO7000  PID         -  DO7000
 DO7000  STATE/COUNTY-  MN/GRANT
 DO7000  COUNTRY     -  US
 DO7000  USGS QUAD   -  PATCHEN LAKE (2019)
 DO7000
 DO7000                         *CURRENT SURVEY CONTROL
 DO7000  ______________________________________________________________________
 DO7000* NAD 83(1986) POSITION- 45 50 48.28   (N) 095 59 10.24   (W)   HD_HELD1
 DO7000* NAVD 88 ORTHO HEIGHT -   351.749 (meters)     1154.03  (feet) ADJUSTED
 DO7000  ______________________________________________________________________
 DO7000  GEOID HEIGHT    -        -26.280 (meters)                     GEOID18
 DO7000  DYNAMIC HEIGHT  -        351.746 (meters)     1154.02  (feet) COMP
 DO7000  MODELED GRAVITY -    980,597.4   (mgal)                       NAVD 88
 DO7000
 DO7000  VERT ORDER      -  SECOND    CLASS I
 DO7000
 DO7000.The horizontal coordinates were determined by differentially corrected
 DO7000.hand held GPS observations or other comparable positioning techniques
 DO7000.and have an estimated accuracy of +/- 3 meters.
 DO7000
 DO7000.The orthometric height was determined by differential leveling and
 DO7000.adjusted by the NATIONAL GEODETIC SURVEY
 DO7000.in March 2020.
 DO7000
 DO7000.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO7000.GEOID18 height accuracy estimate available here.
 DO7000
 DO7000.Click photographs - Photos may exist for this station.
 DO7000
 DO7000.The dynamic height is computed by dividing the NAVD 88
 DO7000.geopotential number by the normal gravity value computed on the
 DO7000.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO7000.degrees latitude (g = 980.6199 gals.).
 DO7000
 DO7000.The modeled gravity was interpolated from observed gravity values.
 DO7000
 DO7000;                    North         East    Units  Estimated Accuracy
 DO7000;SPC MN C     -   195,590.5     665,155.6     MT  (+/- 3 meters HH1 GPS) 
 DO7000
 DO7000_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTL6813881357(NAD 83)
 DO7000
 DO7000                          SUPERSEDED SURVEY CONTROL
 DO7000
 DO7000  NAVD 88 (06/17/14)  351.761  (m)         1154.07   (f) SUPERSEDED  2 1
 DO7000
 DO7000.Superseded values are not recommended for survey control.
 DO7000
 DO7000.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DO7000.See file dsdata.pdf to determine how the superseded data were derived.
 DO7000
 DO7000_MARKER: I = METAL ROD
 DO7000_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DO7000_STAMPING: 2607 A 2010
 DO7000_MARK LOGO: MNDT
 DO7000_PROJECTION: RECESSED 5 CENTIMETERS
 DO7000_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DO7000_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DO7000_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DO7000+SATELLITE: SATELLITE OBSERVATIONS - June 22, 2021
 DO7000_ROD/PIPE-DEPTH: 7.6 meters
 DO7000
 DO7000  HISTORY     - Date     Condition        Report By
 DO7000  HISTORY     - 20101019 MONUMENTED       MNDT
 DO7000  HISTORY     - 20210622 GOOD             MNDT
 DO7000
 DO7000                          STATION DESCRIPTION
 DO7000
 DO7000'DESCRIBED BY MN DEPT OF TRANSP 2010
 DO7000'THE ROD MARK IS LOCATED ABOUT 10.2 MI (16.4 KM) SOUTH OF ELBOW LAKE,
 DO7000'9.5 MI (15.3 KM) WEST OF HOFFMAN AND 8.0 MI (12.9 KM) EAST-NORTHEAST
 DO7000'OF HERMAN.
 DO7000'
 DO7000'9.9 MILE SOUTH OF ELBOW LAKE, 9.85 MI (15.8 KM) SOUTH ALONG TRUNK
 DO7000'HIGHWAY 54 FROM THE JUNCTION OF TRUNK HIGHWAY 54, TRUNK HIGHWAY 55 AND
 DO7000'TRUNK HIGHWAY 59 IN ELBOW LAKE, AT TRUNK HIGHWAY 54 MILE POINT 1.0.
 DO7000'
 DO7000'THE ROD MARK WITH GEODETIC CONTROL DISK IS FOUND 64.4 FT (19.6 M) EAST
 DO7000'OF TRUNK HIGHWAY 54, 58.6 FT (17.9 M) NORTHEAST OF MILE POST NUMBER 1,
 DO7000'19.4 FT (5.9 M) NORTH OF A FIELD ENTRANCE AND 3.8 FT (1.2 M) SOUTH OF
 DO7000'A WITNESS POST.
 DO7000
 DO7000                          STATION RECOVERY (2021)
 DO7000
 DO7000'RECOVERY NOTE BY MN DEPT OF TRANSP 2021 (TJD)
 DO7000'9.9 MI (15.9 KM) SOUTH OF ELBOW LAKE, 9.85 MI (15.85 KM) SOUTH ALONG
 DO7000'TRUNK HIGHWAY 54 FROM THE JUNCTION OF TRUNK HIGHWAY 54, TRUNK HIGHWAY
 DO7000'55 AND TRUNK HIGHWAY 59 IN ELBOW LAKE, AT TRUNK HIGHWAY 54 MILE POINT
 DO7000'1.0, 64.4 FT (19.6 M) EAST OF TRUNK HIGHWAY 54, 58.6 FT (17.9 M)
 DO7000'NORTHEAST OF MILEPOST NUMBER 1, 19.4 FT (5.9 M) NORTH OF A FIELD
 DO7000'ENTRANCE, 8.0 FT (2.4 M) WEST OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DO7001 ***********************************************************************
 DO7001  DESIGNATION -  2607 B
 DO7001  PID         -  DO7001
 DO7001  STATE/COUNTY-  MN/GRANT
 DO7001  COUNTRY     -  US
 DO7001  USGS QUAD   -  PATCHEN LAKE (2019)
 DO7001
 DO7001                         *CURRENT SURVEY CONTROL
 DO7001  ______________________________________________________________________
 DO7001* NAD 83(1986) POSITION- 45 51 37.9    (N) 095 59 13.2    (W)   HD_HELD2
 DO7001* NAVD 88 ORTHO HEIGHT -   350.845 (meters)     1151.06  (feet) ADJUSTED
 DO7001  ______________________________________________________________________
 DO7001  GEOID HEIGHT    -        -26.296 (meters)                     GEOID18
 DO7001  DYNAMIC HEIGHT  -        350.843 (meters)     1151.06  (feet) COMP
 DO7001  MODELED GRAVITY -    980,598.1   (mgal)                       NAVD 88
 DO7001
 DO7001  VERT ORDER      -  SECOND    CLASS I
 DO7001
 DO7001.The horizontal coordinates were established by autonomous hand held GPS
 DO7001.observations and have an estimated accuracy of +/- 10 meters.
 DO7001
 DO7001.The orthometric height was determined by differential leveling and
 DO7001.adjusted by the NATIONAL GEODETIC SURVEY
 DO7001.in March 2020.
 DO7001
 DO7001.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO7001.GEOID18 height accuracy estimate available here.
 DO7001
 DO7001.Click photographs - Photos may exist for this station.
 DO7001
 DO7001.The dynamic height is computed by dividing the NAVD 88
 DO7001.geopotential number by the normal gravity value computed on the
 DO7001.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO7001.degrees latitude (g = 980.6199 gals.).
 DO7001
 DO7001.The modeled gravity was interpolated from observed gravity values.
 DO7001
 DO7001;                    North         East    Units  Estimated Accuracy
 DO7001;SPC MN C     -   197,123.      665,125.      MT  (+/- 10 meters HH2 GPS)
 DO7001
 DO7001_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTL6813282890(NAD 83)
 DO7001
 DO7001                          SUPERSEDED SURVEY CONTROL
 DO7001
 DO7001  NAVD 88 (06/17/14)  350.857  (m)         1151.10   (f) SUPERSEDED  2 1
 DO7001
 DO7001.Superseded values are not recommended for survey control.
 DO7001
 DO7001.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DO7001.See file dsdata.pdf to determine how the superseded data were derived.
 DO7001
 DO7001_MARKER: I = METAL ROD
 DO7001_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DO7001_STAMPING: 2607 B 2010
 DO7001_MARK LOGO: MNDT
 DO7001_PROJECTION: RECESSED 8 CENTIMETERS
 DO7001_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DO7001_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DO7001_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DO7001+SATELLITE: SATELLITE OBSERVATIONS - October 19, 2010
 DO7001_ROD/PIPE-DEPTH: 9.1 meters
 DO7001
 DO7001  HISTORY     - Date     Condition        Report By
 DO7001  HISTORY     - 20101019 MONUMENTED       MNDT
 DO7001
 DO7001                          STATION DESCRIPTION
 DO7001
 DO7001'DESCRIBED BY MN DEPT OF TRANSP 2010
 DO7001'THE ROD MARK IS LOCATED ABOUT 9.7 MI (15.6 KM) WEST-NORTHWEST OF
 DO7001'HOFFMAN, 9.2 MI (14.8 KM) SOUTH OF ELBOW LAKE AND 8.3 MI (13.4 KM)
 DO7001'EAST-NORTHEAST OF HERMAN.
 DO7001'
 DO7001'9.0 MILE SOUTH OF ELBOW LAKE, 8.95 MI (14.4 KM) SOUTH ALONG TRUNK
 DO7001'HIGHWAY 54 FROM THE JUNCTION OF TRUNK HIGHWAY 54, TRUNK HIGHWAY 55 AND
 DO7001'TRUNK HIGHWAY 59 IN ELBOW LAKE, AT TRUNK HIGHWAY 54 MILE POINT 1.95.
 DO7001'
 DO7001'THE ROD MARK WITH GEODETIC CONTROL DISK IS FOUND 56.7 FT (17.3 M) WEST
 DO7001'OF TRUNK HIGHWAY 54, 16.4 FT (5.0 M) SOUTH OF A FIELD ENTRANCE AND 3.6
 DO7001'FT (1.1 M) NORTH OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DO7004 ***********************************************************************
 DO7004  DESIGNATION -  2607 C
 DO7004  PID         -  DO7004
 DO7004  STATE/COUNTY-  MN/GRANT
 DO7004  COUNTRY     -  US
 DO7004  USGS QUAD   -  ELBOW LAKE (2019)
 DO7004
 DO7004                         *CURRENT SURVEY CONTROL
 DO7004  ______________________________________________________________________
 DO7004* NAD 83(1986) POSITION- 45 53 24.6    (N) 095 59 12.5    (W)   HD_HELD2
 DO7004* NAVD 88 ORTHO HEIGHT -   354.876 (meters)     1164.29  (feet) ADJUSTED
 DO7004  ______________________________________________________________________
 DO7004  GEOID HEIGHT    -        -26.331 (meters)                     GEOID18
 DO7004  DYNAMIC HEIGHT  -        354.874 (meters)     1164.28  (feet) COMP
 DO7004  MODELED GRAVITY -    980,598.9   (mgal)                       NAVD 88
 DO7004
 DO7004  VERT ORDER      -  SECOND    CLASS I
 DO7004
 DO7004.The horizontal coordinates were established by autonomous hand held GPS
 DO7004.observations and have an estimated accuracy of +/- 10 meters.
 DO7004
 DO7004.The orthometric height was determined by differential leveling and
 DO7004.adjusted by the NATIONAL GEODETIC SURVEY
 DO7004.in March 2020.
 DO7004
 DO7004.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO7004.GEOID18 height accuracy estimate available here.
 DO7004
 DO7004.Click photographs - Photos may exist for this station.
 DO7004
 DO7004.The dynamic height is computed by dividing the NAVD 88
 DO7004.geopotential number by the normal gravity value computed on the
 DO7004.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO7004.degrees latitude (g = 980.6199 gals.).
 DO7004
 DO7004.The modeled gravity was interpolated from observed gravity values.
 DO7004
 DO7004;                    North         East    Units  Estimated Accuracy
 DO7004;SPC MN C     -   200,417.      665,213.      MT  (+/- 10 meters HH2 GPS)
 DO7004
 DO7004_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTL6827086183(NAD 83)
 DO7004
 DO7004                          SUPERSEDED SURVEY CONTROL
 DO7004
 DO7004  NAVD 88 (06/17/14)  354.887  (m)         1164.33   (f) SUPERSEDED  2 1
 DO7004
 DO7004.Superseded values are not recommended for survey control.
 DO7004
 DO7004.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DO7004.See file dsdata.pdf to determine how the superseded data were derived.
 DO7004
 DO7004_MARKER: I = METAL ROD
 DO7004_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DO7004_STAMPING: 2607 C 2010
 DO7004_MARK LOGO: MNDT
 DO7004_PROJECTION: RECESSED 5 CENTIMETERS
 DO7004_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DO7004_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DO7004_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DO7004+SATELLITE: SATELLITE OBSERVATIONS - October 19, 2010
 DO7004_ROD/PIPE-DEPTH: 6.1 meters
 DO7004
 DO7004  HISTORY     - Date     Condition        Report By
 DO7004  HISTORY     - 20101019 MONUMENTED       MNDT
 DO7004
 DO7004                          STATION DESCRIPTION
 DO7004
 DO7004'DESCRIBED BY MN DEPT OF TRANSP 2010
 DO7004'THE ROD MARK IS LOCATED ABOUT 10.3 MI (16.6 KM) WEST-NORTHWEST OF
 DO7004'HOFFMAN, 9.4 MI (15.1 KM) NORTHEAST OF HERMAN AND 6.9 MI (11.1 KM)
 DO7004'SOUTH OF ELBOW LAKE.
 DO7004'
 DO7004'SOUTH OF ELBOW LAKE, 6.8 MI (10.9 KM) SOUTH ALONG TRUNK HIGHWAY 54
 DO7004'FROM THE JUNCTION OF TRUNK HIGHWAY 54, TRUNK HIGHWAY 55 AND TRUNK
 DO7004'HIGHWAY 59 IN ELBOW LAKE, AT TRUNK HIGHWAY 54 MILE POINT 4.0.
 DO7004'
 DO7004'THE ROD MARK WITH GEODETIC CONTROL DISK IS FOUND 104.8 FT (31.9 M)
 DO7004'SOUTH OF 190TH STREET, 73.5 FT (22.4 M) NORTHEAST OF MILEPOST 4, 63.9
 DO7004'FT (19.5 M) EAST OF TRUNK HIGHWAY 54, 23.5 FT (7.2 M) NORTH OF A FIELD
 DO7004'ENTRANCE AND 3.0 FT (0.9 M) SOUTH OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DO7005 ***********************************************************************
 DO7005  DESIGNATION -  2607 D
 DO7005  PID         -  DO7005
 DO7005  STATE/COUNTY-  MN/GRANT
 DO7005  COUNTRY     -  US
 DO7005  USGS QUAD   -  ELBOW LAKE (2019)
 DO7005
 DO7005                         *CURRENT SURVEY CONTROL
 DO7005  ______________________________________________________________________
 DO7005* NAD 83(1986) POSITION- 45 54 18.6    (N) 095 59 13.2    (W)   HD_HELD2
 DO7005* NAVD 88 ORTHO HEIGHT -   358.463 (meters)     1176.06  (feet) ADJUSTED
 DO7005  ______________________________________________________________________
 DO7005  GEOID HEIGHT    -        -26.350 (meters)                     GEOID18
 DO7005  DYNAMIC HEIGHT  -        358.461 (meters)     1176.05  (feet) COMP
 DO7005  MODELED GRAVITY -    980,599.1   (mgal)                       NAVD 88
 DO7005
 DO7005  VERT ORDER      -  SECOND    CLASS I
 DO7005
 DO7005.The horizontal coordinates were established by autonomous hand held GPS
 DO7005.observations and have an estimated accuracy of +/- 10 meters.
 DO7005
 DO7005.The orthometric height was determined by differential leveling and
 DO7005.adjusted by the NATIONAL GEODETIC SURVEY
 DO7005.in March 2020.
 DO7005
 DO7005.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO7005.GEOID18 height accuracy estimate available here.
 DO7005
 DO7005.Click photographs - Photos may exist for this station.
 DO7005
 DO7005.The dynamic height is computed by dividing the NAVD 88
 DO7005.geopotential number by the normal gravity value computed on the
 DO7005.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO7005.degrees latitude (g = 980.6199 gals.).
 DO7005
 DO7005.The modeled gravity was interpolated from observed gravity values.
 DO7005
 DO7005;                    North         East    Units  Estimated Accuracy
 DO7005;SPC MN C     -   202,084.      665,234.      MT  (+/- 10 meters HH2 GPS)
 DO7005
 DO7005_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTL6831887850(NAD 83)
 DO7005
 DO7005                          SUPERSEDED SURVEY CONTROL
 DO7005
 DO7005  NAVD 88 (06/17/14)  358.474  (m)         1176.09   (f) SUPERSEDED  2 1
 DO7005
 DO7005.Superseded values are not recommended for survey control.
 DO7005
 DO7005.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DO7005.See file dsdata.pdf to determine how the superseded data were derived.
 DO7005
 DO7005_MARKER: I = METAL ROD
 DO7005_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DO7005_STAMPING: 2607 D 2010
 DO7005_MARK LOGO: MNDT
 DO7005_PROJECTION: RECESSED 10 CENTIMETERS
 DO7005_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DO7005_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DO7005_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DO7005+SATELLITE: SATELLITE OBSERVATIONS - October 19, 2010
 DO7005_ROD/PIPE-DEPTH: 7.6 meters
 DO7005
 DO7005  HISTORY     - Date     Condition        Report By
 DO7005  HISTORY     - 20101019 MONUMENTED       MNDT
 DO7005
 DO7005                          STATION DESCRIPTION
 DO7005
 DO7005'DESCRIBED BY MN DEPT OF TRANSP 2010
 DO7005'THE ROD MARK IS LOCATED ABOUT 10.1 MI (16.3 KM) SOUTHWEST OF ERDAHL,
 DO7005'10.1 MI (16.3 KM) NORTHEAST OF HERMAN AND 6.0 MI (9.7 KM) SOUTH OF
 DO7005'ELBOW LAKE.
 DO7005'
 DO7005'SOUTH OF ELBOW LAKE, 5.8 MI (9.3 KM) SOUTH ALONG TRUNK HIGHWAY 54 FROM
 DO7005'THE JUNCTION OF TRUNK HIGHWAY 54, TRUNK HIGHWAY 55 AND TRUNK HIGHWAY
 DO7005'59 IN ELBOW LAKE, AT TRUNK HIGHWAY 54 MILE POINT 5.05.
 DO7005'
 DO7005'THE ROD MARK WITH GEODETIC CONTROL DISK IS FOUND 110.2 FT (33.6 M)
 DO7005'EAST OF TRUNK HIGHWAY 54, 59.7 FT (18.2 M) NORTHEAST OF POWER POLE,
 DO7005'31.4 FT (9.6 M) NORTH OF EXTENDED COUNTY ROAD 8, 24.3 FT (7.4 M) NORTH
 DO7005'OF 200TH STREET AND 57.4 FT (17.5 M) NORTHEAST OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 QP1832 ***********************************************************************
 QP1832  DESIGNATION -  2607 DD
 QP1832  PID         -  QP1832
 QP1832  STATE/COUNTY-  MN/GRANT
 QP1832  COUNTRY     -  US
 QP1832  USGS QUAD   -  ELBOW LAKE (2019)
 QP1832
 QP1832                         *CURRENT SURVEY CONTROL
 QP1832  ______________________________________________________________________
 QP1832* NAD 83(2011) POSITION- 45 56 03.77370(N) 095 58 53.32243(W)   ADJUSTED
 QP1832* NAD 83(2011) ELLIP HT-   333.125 (meters)        (08/11/14)   ADJUSTED
 QP1832* NAD 83(2011) EPOCH   -  2010.00
 QP1832* NAVD 88 ORTHO HEIGHT -   359.484 (meters)     1179.41  (feet) ADJUSTED
 QP1832  ______________________________________________________________________
 QP1832  GEOID HEIGHT    -        -26.384 (meters)                     GEOID18
 QP1832  NAD 83(2011) X  -   -463,074.441 (meters)                     COMP
 QP1832  NAD 83(2011) Y  - -4,419,601.762 (meters)                     COMP
 QP1832  NAD 83(2011) Z  -  4,560,417.390 (meters)                     COMP
 QP1832  LAPLACE CORR    -          1.31  (seconds)                    DEFLEC18
 QP1832  DYNAMIC HEIGHT  -        359.482 (meters)     1179.40  (feet) COMP
 QP1832  MODELED GRAVITY -    980,599.1   (mgal)                       NAVD 88
 QP1832
 QP1832  VERT ORDER      -  SECOND    CLASS I
 QP1832
 QP1832  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 QP1832  Standards:
 QP1832         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 QP1832            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 QP1832  -------------------------------------------------------------------
 QP1832  NETWORK    0.80   1.51           0.35   0.30   0.77      0.07468746
 QP1832  -------------------------------------------------------------------
 QP1832  Click here for local accuracies and other accuracy information.
 QP1832
 QP1832.The horizontal coordinates were established by GPS observations
 QP1832.and adjusted by the MN DEPT OF TRANSP in August 2014.
 QP1832
 QP1832.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 QP1832.been affixed to the stable North American tectonic plate. See 
 QP1832.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 QP1832
 QP1832.The horizontal coordinates are valid at the epoch date displayed above
 QP1832.which is a decimal equivalence of Year/Month/Day.
 QP1832
 QP1832.The orthometric height was determined by differential leveling and
 QP1832.adjusted by the NATIONAL GEODETIC SURVEY
 QP1832.in March 2020.
 QP1832
 QP1832.Significant digits in the geoid height do not necessarily reflect accuracy.
 QP1832.GEOID18 height accuracy estimate available here.
 QP1832
 QP1832.Click photographs - Photos may exist for this station.
 QP1832
 QP1832.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 QP1832
 QP1832.The Laplace correction was computed from DEFLEC18 derived deflections.
 QP1832
 QP1832.The ellipsoidal height was determined by GPS observations
 QP1832.and is referenced to NAD 83.
 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. The following values were computed from the NAD 83(2011) position.
 QP1832
 QP1832;                    North         East     Units Scale Factor Converg.
 QP1832;SPC MN C     -   205,320.502   665,733.408   MT  0.99994632   -1 15 09.1
 QP1832;SPC MN C     -   673,622.35  2,184,160.36   sFT  0.99994632   -1 15 09.1
 QP1832;UTM  15      - 5,091,079.893   268,867.754   MT  1.00025680   -2 08 35.8
 QP1832;UTM  14      - 5,091,188.030   734,003.842   MT  1.00027322   +2 10 11.7
 QP1832
 QP1832!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QP1832!SPC MN C     -   0.99994778  x   0.99994632  =   0.99989410
 QP1832!UTM  15      -   0.99994778  x   1.00025680  =   1.00020457
 QP1832!UTM  14      -   0.99994778  x   1.00027322  =   1.00022098
 QP1832
 QP1832_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTL6886791079(NAD 83)
 QP1832
 QP1832                          SUPERSEDED SURVEY CONTROL
 QP1832
 QP1832  NAVD 88 (06/15/95)  359.494  (m)         1179.44   (f) SUPERSEDED  2 1
 QP1832
 QP1832.Superseded values are not recommended for survey control.
 QP1832
 QP1832.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QP1832.See file dsdata.pdf to determine how the superseded data were derived.
 QP1832
 QP1832_MARKER: DV = VERTICAL CONTROL DISK
 QP1832_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 QP1832_STAMPING: 2607 DD 1979
 QP1832_MARK LOGO: MNHD
 QP1832_PROJECTION: PROJECTING 3 CENTIMETERS
 QP1832_MAGNETIC: I = MARKER IS A STEEL ROD
 QP1832_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QP1832_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QP1832+SATELLITE: SATELLITE OBSERVATIONS - December 03, 2019
 QP1832
 QP1832  HISTORY     - Date     Condition        Report By
 QP1832  HISTORY     - 19790401 MONUMENTED       MNHD
 QP1832  HISTORY     - 20100908 GOOD             MNDT
 QP1832  HISTORY     - 20130604 GOOD             MNDT
 QP1832  HISTORY     - 20191203 GOOD             MNDT
 QP1832
 QP1832                          STATION DESCRIPTION
 QP1832
 QP1832'DESCRIBED BY MN HIGHWAY DEPT 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.
 QP1832
 QP1832                          STATION RECOVERY (2010)
 QP1832
 QP1832'RECOVERY NOTE BY MN DEPT OF TRANSP 2010 (KMS)
 QP1832'THE VERTICAL CONTROL MARK IS LOCATED ABOUT 9.0 MI (14.5 KM) SOUTHEAST
 QP1832'OF WENDELL, 8.8 MI (14.2 KM) WEST-SOUTHWEST OF ERDAHL AND 4.0 MI (6.4
 QP1832'KM) SOUTH OF ELBOW LAKE.
 QP1832'
 QP1832'SOUTH OF ELBOW LAKE, 3.6 MI (5.8 KM) SOUTH ALONG TRUNK HIGHWAY 54 FROM
 QP1832'THE JUNCTION OF TRUNK HIGHWAY 54 AND TRUNK HIGHWAY 59/TRUNK HIGHWAY 55
 QP1832'IN ELBOW LAKE, AT TRUNK HIGHWAY 54 MILE POINT 7.2.
 QP1832'
 QP1832'THE VERTICAL CONTROL MARK IS FOUND 159 FT (48.5 M) EAST-SOUTHEAST OF
 QP1832'TRUNK HIGHWAY 54, 82.6 FT (25.2 M) EAST-SOUTHEAST OF A POWER POLE,
 QP1832'37.3 FT (11.4 M) NORTH OF COUNTY ROAD 12 AND 0.5 FT (15 CM)
 QP1832'WEST-SOUTHWEST OF A WITNESS POST.
 QP1832'
 QP1832'NOTE--ROD DEPTH IS REPORTED TO BE 24 FT (7.3 M).
 QP1832
 QP1832                          STATION RECOVERY (2013)
 QP1832
 QP1832'RECOVERY NOTE BY MN DEPT OF TRANSP 2013 (MPP)
 QP1832'4.0 MILES SOUTH OF ELBOW LAKE, 3.6 MILES SOUTH ALONG TRUNK HIGHWAY 54
 QP1832'FROM JUNCTION OF TRUNK HIGHWAY 54 AND TRUNK HIGHWAY 59/TRUNK HIGHWAY
 QP1832'55 IN ELBOW LAKE, AT TRUNK HIGHWAY 54 MILEPOINT 7.2, 159 FEET
 QP1832'EAST-SOUTHEAST OF TRUNK HIGHWAY 54, 82.6 FEET EAST-SOUTHEAST OF POWER
 QP1832'POLE, 37.3 FEET NORTH OF COUNTY ROAD 12, 0.5 FOOT WEST-SOUTHWEST OF
 QP1832'WITNESS POST.
 QP1832
 QP1832                          STATION RECOVERY (2019)
 QP1832
 QP1832'RECOVERY NOTE BY MN DEPT OF TRANSP 2019 (KMS)
 QP1832'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DO7008 ***********************************************************************
 DO7008  DESIGNATION -  2607 E
 DO7008  PID         -  DO7008
 DO7008  STATE/COUNTY-  MN/GRANT
 DO7008  COUNTRY     -  US
 DO7008  USGS QUAD   -  ELBOW LAKE (2019)
 DO7008
 DO7008                         *CURRENT SURVEY CONTROL
 DO7008  ______________________________________________________________________
 DO7008* NAD 83(1986) POSITION- 45 56 48.     (N) 095 58 34.     (W)   SCALED
 DO7008* NAVD 88 ORTHO HEIGHT -   354.734 (meters)     1163.82  (feet) ADJUSTED
 DO7008  ______________________________________________________________________
 DO7008  GEOID HEIGHT    -        -26.397 (meters)                     GEOID18
 DO7008  DYNAMIC HEIGHT  -        354.732 (meters)     1163.82  (feet) COMP
 DO7008  MODELED GRAVITY -    980,598.8   (mgal)                       NAVD 88
 DO7008
 DO7008  VERT ORDER      -  SECOND    CLASS I
 DO7008
 DO7008.The horizontal coordinates were scaled from a map and have
 DO7008.an estimated accuracy of +/- 6 seconds.
 DO7008
 DO7008.The orthometric height was determined by differential leveling and
 DO7008.adjusted by the NATIONAL GEODETIC SURVEY
 DO7008.in March 2020.
 DO7008
 DO7008.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO7008.GEOID18 height accuracy estimate available here.
 DO7008
 DO7008.Click photographs - Photos may exist for this station.
 DO7008
 DO7008.The dynamic height is computed by dividing the NAVD 88
 DO7008.geopotential number by the normal gravity value computed on the
 DO7008.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO7008.degrees latitude (g = 980.6199 gals.).
 DO7008
 DO7008.The modeled gravity was interpolated from observed gravity values.
 DO7008
 DO7008;                    North         East    Units  Estimated Accuracy
 DO7008;SPC MN C     -   206,680.      666,180.      MT  (+/- 180 meters Scaled)
 DO7008
 DO7008_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTL693924(NAD 83)
 DO7008
 DO7008                          SUPERSEDED SURVEY CONTROL
 DO7008
 DO7008  NAVD 88 (06/17/14)  354.746  (m)         1163.86   (f) SUPERSEDED  2 1
 DO7008
 DO7008.Superseded values are not recommended for survey control.
 DO7008
 DO7008.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DO7008.See file dsdata.pdf to determine how the superseded data were derived.
 DO7008
 DO7008_MARKER: I = METAL ROD
 DO7008_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DO7008_STAMPING: 2607 E 2010
 DO7008_MARK LOGO: MNDT
 DO7008_PROJECTION: RECESSED 3 CENTIMETERS
 DO7008_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DO7008_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DO7008_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DO7008+SATELLITE: SATELLITE OBSERVATIONS - October 19, 2010
 DO7008_ROD/PIPE-DEPTH: 7.6 meters
 DO7008
 DO7008  HISTORY     - Date     Condition        Report By
 DO7008  HISTORY     - 20101019 MONUMENTED       MNDT
 DO7008
 DO7008                          STATION DESCRIPTION
 DO7008
 DO7008'DESCRIBED BY MN DEPT OF TRANSP 2010
 DO7008'THE ROD MARK IS LOCATED ABOUT 8.6 MI (13.8 KM) SOUTHEAST OF WENDELL,
 DO7008'8.3 MI (13.4 KM) WEST-SOUTHWEST OF ERDAHL AND 3.1 MI (5.0 KM) SOUTH OF
 DO7008'ELBOW LAKE.
 DO7008'
 DO7008'SOUTH OF ELBOW LAKE, 2.8 MI (4.5 KM) SOUTH ALONG TRUNK HIGHWAY 54 FROM
 DO7008'THE JUNCTION OF TRUNK HIGHWAY 54, TRUNK HIGHWAY 55 AND TRUNK HIGHWAY
 DO7008'59 IN ELBOW LAKE, AT TRUNK HIGHWAY 54 MILE POINT 8.05.
 DO7008'
 DO7008'THE ROD MARK WITH GEODETIC CONTROL DISK IS FOUND 59.6 FT (18.2 M) EAST
 DO7008'OF TRUNK HIGHWAY 54, 15.9 FT (4.8 M) NORTH OF A FIELD ENTRANCE AND 7.5
 DO7008'FT (2.3 M) SOUTHEAST OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 QP1710 ***********************************************************************
 QP1710  DESIGNATION -  2607 EE
 QP1710  PID         -  QP1710
 QP1710  STATE/COUNTY-  MN/GRANT
 QP1710  COUNTRY     -  US
 QP1710  USGS QUAD   -  ELBOW LAKE (2019)
 QP1710
 QP1710                         *CURRENT SURVEY CONTROL
 QP1710  ______________________________________________________________________
 QP1710* NAD 83(1996) POSITION- 45 57 47.35510(N) 095 58 29.99515(W)   ADJUSTED
 QP1710* NAD 83(1996) ELLIP HT-   337.799 (meters)        (03/16/99)   ADJUSTED
 QP1710* NAVD 88 ORTHO HEIGHT -   364.282 (meters)     1195.15  (feet) ADJUSTED
 QP1710  ______________________________________________________________________
 QP1710  GEOID HEIGHT    -        -26.418 (meters)                     GEOID18
 QP1710  NAD 83(1996) X  -   -462,335.670 (meters)                     COMP
 QP1710  NAD 83(1996) Y  - -4,417,371.181 (meters)                     COMP
 QP1710  NAD 83(1996) Z  -  4,562,644.499 (meters)                     COMP
 QP1710  LAPLACE CORR    -          1.19  (seconds)                    DEFLEC18
 QP1710  DYNAMIC HEIGHT  -        364.280 (meters)     1195.14  (feet) COMP
 QP1710  MODELED GRAVITY -    980,598.6   (mgal)                       NAVD 88
 QP1710
 QP1710  HORZ ORDER      -  SECOND
 QP1710  VERT ORDER      -  SECOND    CLASS I
 QP1710  ELLP ORDER      -  FOURTH    CLASS I
 QP1710
 QP1710.The horizontal coordinates were established by GPS observations
 QP1710.and adjusted by the National Geodetic Survey in March 1999.
 QP1710
 QP1710.The orthometric height was determined by differential leveling and
 QP1710.adjusted by the NATIONAL GEODETIC SURVEY
 QP1710.in March 2020.
 QP1710
 QP1710.Significant digits in the geoid height do not necessarily reflect accuracy.
 QP1710.GEOID18 height accuracy estimate available here.
 QP1710
 QP1710.Click photographs - Photos may exist for this station.
 QP1710
 QP1710.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 QP1710
 QP1710.The Laplace correction was computed from DEFLEC18 derived deflections.
 QP1710
 QP1710.The ellipsoidal height was determined by GPS observations
 QP1710.and is referenced to NAD 83.
 QP1710
 QP1710.The dynamic height is computed by dividing the NAVD 88
 QP1710.geopotential number by the normal gravity value computed on the
 QP1710.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QP1710.degrees latitude (g = 980.6199 gals.).
 QP1710
 QP1710.The modeled gravity was interpolated from observed gravity values.
 QP1710
 QP1710. The following values were computed from the NAD 83(1996) position.
 QP1710
 QP1710;                    North         East     Units Scale Factor Converg.
 QP1710;SPC MN C     -   208,506.688   666,305.443   MT  0.99994296   -1 14 52.2
 QP1710;SPC MN C     -   684,075.69  2,186,037.11   sFT  0.99994296   -1 14 52.2
 QP1710;UTM  15      - 5,094,257.781   269,489.474   MT  1.00025326   -2 08 22.7
 QP1710;UTM  14      - 5,094,403.745   734,384.746   MT  1.00027541   +2 10 32.3
 QP1710
 QP1710!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QP1710!SPC MN C     -   0.99994705  x   0.99994296  =   0.99989001
 QP1710!UTM  15      -   0.99994705  x   1.00025326  =   1.00020029
 QP1710!UTM  14      -   0.99994705  x   1.00027541  =   1.00022244
 QP1710
 QP1710_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTL6948994257(NAD 83)
 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  NAVD 88 (06/17/14)  364.297  (m)         1195.20   (f) SUPERSEDED  2 1
 QP1710  NAVD 88 (06/15/95)  364.254  (m)         1195.06   (f) SUPERSEDED  2 1
 QP1710  NGVD 29             364.04   (m)         1194.4    (f) LEVELING    3  
 QP1710
 QP1710.Superseded values are not recommended for survey control.
 QP1710
 QP1710.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QP1710.See file dsdata.pdf to determine how the superseded data were derived.
 QP1710
 QP1710_MARKER: DB = BENCH MARK DISK
 QP1710_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 QP1710_STAMPING: 2607 EE 1979
 QP1710_MARK LOGO: MNHD
 QP1710_PROJECTION: PROJECTING 10 CENTIMETERS
 QP1710_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 QP1710_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QP1710_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QP1710+SATELLITE: SATELLITE OBSERVATIONS - September 08, 2010
 QP1710
 QP1710  HISTORY     - Date     Condition        Report By
 QP1710  HISTORY     - 19790401 MONUMENTED       MNHD
 QP1710  HISTORY     - 19890920 GOOD             NGS
 QP1710  HISTORY     - 20100908 GOOD             MNDT
 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
 QP1710
 QP1710                          STATION RECOVERY (2010)
 QP1710
 QP1710'RECOVERY NOTE BY MN DEPT OF TRANSP 2010 (KMS)
 QP1710'THE BENCH MARK IS LOCATED ABOUT 7.9 MI (12.7 KM) SOUTHEAST OF WENDELL,
 QP1710'7.8 MI (12.6 KM) WEST-SOUTHWEST OF ERDAHL AND 2.0 MI (3.2 KM) SOUTH OF
 QP1710'ELBOW LAKE.
 QP1710'
 QP1710'SOUTH OF ELBOW LAKE, 1.6 MI (2.6 KM) SOUTH ALONG TRUNK HIGHWAY 54 FROM
 QP1710'THE JUNCTION OF TRUNK HIGHWAY 54 AND TRUNK HIGHWAY 55 IN ELBOW LAKE,
 QP1710'AT TRUNK HIGHWAY 54 MILE POINT 9.2.
 QP1710'
 QP1710'THE BENCH MARK IS FOUND 161 FT (49.1 M) NORTHWEST OF TRUNK HIGHWAY 54,
 QP1710'61.4 FT (18.7 M) WEST-NORTHWEST OF A POWER POLE, 48.9 FT (14.9 M)
 QP1710'NORTHWEST OF A RIGHT-OF-WAY POST, 30.1 FT (9.2 M) SOUTH OF 240TH
 QP1710'STREET, 2.6 FT (0.8 M) SOUTHEAST OF A RIGHT-OF-WAY POST, 1.5 FT (0.5
 QP1710'M) NORTHWEST OF A WITNESS POST AND 0.8 FT (24 CM) NORTHEAST OF A
 QP1710'WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DO8447 ***********************************************************************
 DO8447  DESIGNATION -  2608 A
 DO8447  PID         -  DO8447
 DO8447  STATE/COUNTY-  MN/GRANT
 DO8447  COUNTRY     -  US
 DO8447  USGS QUAD   -  WENDELL (2019)
 DO8447
 DO8447                         *CURRENT SURVEY CONTROL
 DO8447  ______________________________________________________________________
 DO8447* NAD 83(1986) POSITION- 46 02 09.82   (N) 096 01 04.50   (W)   HD_HELD1
 DO8447* NAVD 88 ORTHO HEIGHT -   354.517 (meters)     1163.11  (feet) ADJUSTED
 DO8447  ______________________________________________________________________
 DO8447  GEOID HEIGHT    -        -26.507 (meters)                     GEOID18
 DO8447  DYNAMIC HEIGHT  -        354.516 (meters)     1163.11  (feet) COMP
 DO8447  MODELED GRAVITY -    980,599.5   (mgal)                       NAVD 88
 DO8447
 DO8447  VERT ORDER      -  SECOND    CLASS I
 DO8447
 DO8447.The horizontal coordinates were determined by differentially corrected
 DO8447.hand held GPS observations or other comparable positioning techniques
 DO8447.and have an estimated accuracy of +/- 3 meters.
 DO8447
 DO8447.The orthometric height was determined by differential leveling and
 DO8447.adjusted by the NATIONAL GEODETIC SURVEY
 DO8447.in March 2020.
 DO8447
 DO8447.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO8447.GEOID18 height accuracy estimate available here.
 DO8447
 DO8447.Click photographs - Photos may exist for this station.
 DO8447
 DO8447.The dynamic height is computed by dividing the NAVD 88
 DO8447.geopotential number by the normal gravity value computed on the
 DO8447.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO8447.degrees latitude (g = 980.6199 gals.).
 DO8447
 DO8447.The modeled gravity was interpolated from observed gravity values.
 DO8447
 DO8447;                    North         East    Units  Estimated Accuracy
 DO8447;SPC MN C     -   216,681.2     663,160.5     MT  (+/- 3 meters HH1 GPS) 
 DO8447
 DO8447_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQS3075502378(NAD 83)
 DO8447
 DO8447                          SUPERSEDED SURVEY CONTROL
 DO8447
 DO8447  NAVD 88 (06/17/14)  354.545  (m)         1163.20   (f) SUPERSEDED  2 1
 DO8447
 DO8447.Superseded values are not recommended for survey control.
 DO8447
 DO8447.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DO8447.See file dsdata.pdf to determine how the superseded data were derived.
 DO8447
 DO8447_MARKER: I = METAL ROD
 DO8447_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DO8447_STAMPING: 2608 A 2010
 DO8447_MARK LOGO: MNDT
 DO8447_PROJECTION: RECESSED 3 CENTIMETERS
 DO8447_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DO8447_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DO8447_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DO8447+SATELLITE: SATELLITE OBSERVATIONS - June 22, 2021
 DO8447_ROD/PIPE-DEPTH: 6.1 meters
 DO8447
 DO8447  HISTORY     - Date     Condition        Report By
 DO8447  HISTORY     - 20100928 MONUMENTED       MNDT
 DO8447  HISTORY     - 20210622 GOOD             MNDT
 DO8447
 DO8447                          STATION DESCRIPTION
 DO8447
 DO8447'DESCRIBED BY MN DEPT OF TRANSP 2010 (JBG)
 DO8447'4.0 MILES EAST OF WENDELL, 4.0 MILES EAST ALONG TRUNK HIGHWAY 55 FROM
 DO8447'NORTH JUNCTION OF TRUNK HIGHWAY 55 AND COUNTY ROAD 11 IN WENDELL, AT
 DO8447'TRUNK HIGHWAY 55 MILEPOINT 26.8, 105.5 FEET NORTH OF TRUNK HIGHWAY 55,
 DO8447'38.2 FEET EAST OF 220TH AVENUE, 12.8 FEET NORTH OF FIELD ENTRANCE, 2.3
 DO8447'FEET WEST OF WITNESS POST.
 DO8447
 DO8447                          STATION RECOVERY (2021)
 DO8447
 DO8447'RECOVERY NOTE BY MN DEPT OF TRANSP 2021 (TJD)
 DO8447'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DO8446 ***********************************************************************
 DO8446  DESIGNATION -  2608 B
 DO8446  PID         -  DO8446
 DO8446  STATE/COUNTY-  MN/GRANT
 DO8446  COUNTRY     -  US
 DO8446  USGS QUAD   -  WENDELL (2019)
 DO8446
 DO8446                         *CURRENT SURVEY CONTROL
 DO8446  ______________________________________________________________________
 DO8446* NAD 83(1986) POSITION- 46 02 07.1    (N) 096 02 18.3    (W)   HD_HELD2
 DO8446* NAVD 88 ORTHO HEIGHT -   352.800 (meters)     1157.48  (feet) ADJUSTED
 DO8446  ______________________________________________________________________
 DO8446  GEOID HEIGHT    -        -26.512 (meters)                     GEOID18
 DO8446  DYNAMIC HEIGHT  -        352.799 (meters)     1157.47  (feet) COMP
 DO8446  MODELED GRAVITY -    980,600.5   (mgal)                       NAVD 88
 DO8446
 DO8446  VERT ORDER      -  SECOND    CLASS I
 DO8446
 DO8446.The horizontal coordinates were established by autonomous hand held GPS
 DO8446.observations and have an estimated accuracy of +/- 10 meters.
 DO8446
 DO8446.The orthometric height was determined by differential leveling and
 DO8446.adjusted by the NATIONAL GEODETIC SURVEY
 DO8446.in March 2020.
 DO8446
 DO8446.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO8446.GEOID18 height accuracy estimate available here.
 DO8446
 DO8446.Click photographs - Photos may exist for this station.
 DO8446
 DO8446.The dynamic height is computed by dividing the NAVD 88
 DO8446.geopotential number by the normal gravity value computed on the
 DO8446.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO8446.degrees latitude (g = 980.6199 gals.).
 DO8446
 DO8446.The modeled gravity was interpolated from observed gravity values.
 DO8446
 DO8446;                    North         East    Units  Estimated Accuracy
 DO8446;SPC MN C     -   216,633.      661,572.      MT  (+/- 10 meters HH2 GPS)
 DO8446
 DO8446_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQS2917202235(NAD 83)
 DO8446
 DO8446                          SUPERSEDED SURVEY CONTROL
 DO8446
 DO8446  NAVD 88 (06/17/14)  352.829  (m)         1157.57   (f) SUPERSEDED  2 1
 DO8446
 DO8446.Superseded values are not recommended for survey control.
 DO8446
 DO8446.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DO8446.See file dsdata.pdf to determine how the superseded data were derived.
 DO8446
 DO8446_MARKER: F = FLANGE-ENCASED ROD
 DO8446_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DO8446_STAMPING: 2608 B 2010
 DO8446_MARK LOGO: MNDT
 DO8446_PROJECTION: RECESSED 5 CENTIMETERS
 DO8446_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DO8446_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DO8446_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DO8446+SATELLITE: SATELLITE OBSERVATIONS - September 28, 2010
 DO8446_ROD/PIPE-DEPTH: 6.1 meters
 DO8446
 DO8446  HISTORY     - Date     Condition        Report By
 DO8446  HISTORY     - 20100928 MONUMENTED       MNDT
 DO8446
 DO8446                          STATION DESCRIPTION
 DO8446
 DO8446'DESCRIBED BY MN DEPT OF TRANSP 2010 (JBG)
 DO8446'3.0 MILES EAST OF WENDELL, 3.0 MILES EAST ALONG TRUNK HIGHWAY 55 FROM
 DO8446'NORTH JUNCTION OF TRUNK HIGHWAY 55 AND COUNTY ROAD 11 IN WENDELL, AT
 DO8446'TRUNK HIGHWAY 55 MILEPOINT 25.8, 64.4 FEET SOUTH OF TRUNK HIGHWAY 55,
 DO8446'21.3 FEET WEST OF 230TH AVENUE, 2.1 FEET SOUTH OF WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DO8442 ***********************************************************************
 DO8442  DESIGNATION -  2608 C
 DO8442  PID         -  DO8442
 DO8442  STATE/COUNTY-  MN/GRANT
 DO8442  COUNTRY     -  US
 DO8442  USGS QUAD   -  WENDELL (2019)
 DO8442
 DO8442                         *CURRENT SURVEY CONTROL
 DO8442  ______________________________________________________________________
 DO8442* NAD 83(1986) POSITION- 46 02 09.3    (N) 096 04 53.2    (W)   HD_HELD2
 DO8442* NAVD 88 ORTHO HEIGHT -   345.767 (meters)     1134.40  (feet) ADJUSTED
 DO8442  ______________________________________________________________________
 DO8442  GEOID HEIGHT    -        -26.529 (meters)                     GEOID18
 DO8442  DYNAMIC HEIGHT  -        345.766 (meters)     1134.40  (feet) COMP
 DO8442  MODELED GRAVITY -    980,601.8   (mgal)                       NAVD 88
 DO8442
 DO8442  VERT ORDER      -  SECOND    CLASS I
 DO8442
 DO8442.The horizontal coordinates were established by autonomous hand held GPS
 DO8442.observations and have an estimated accuracy of +/- 10 meters.
 DO8442
 DO8442.The orthometric height was determined by differential leveling and
 DO8442.adjusted by the NATIONAL GEODETIC SURVEY
 DO8442.in March 2020.
 DO8442
 DO8442.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO8442.GEOID18 height accuracy estimate available here.
 DO8442
 DO8442.Click photographs - Photos may exist for this station.
 DO8442
 DO8442.The dynamic height is computed by dividing the NAVD 88
 DO8442.geopotential number by the normal gravity value computed on the
 DO8442.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO8442.degrees latitude (g = 980.6199 gals.).
 DO8442
 DO8442.The modeled gravity was interpolated from observed gravity values.
 DO8442
 DO8442;                    North         East    Units  Estimated Accuracy
 DO8442;SPC MN C     -   216,777.      658,244.      MT  (+/- 10 meters HH2 GPS)
 DO8442
 DO8442_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQS2584002179(NAD 83)
 DO8442
 DO8442                          SUPERSEDED SURVEY CONTROL
 DO8442
 DO8442  NAVD 88 (06/17/14)  345.797  (m)         1134.50   (f) SUPERSEDED  2 1
 DO8442
 DO8442.Superseded values are not recommended for survey control.
 DO8442
 DO8442.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DO8442.See file dsdata.pdf to determine how the superseded data were derived.
 DO8442
 DO8442_MARKER: F = FLANGE-ENCASED ROD
 DO8442_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DO8442_STAMPING: 2608 C 2010
 DO8442_MARK LOGO: MNDT
 DO8442_PROJECTION: RECESSED 5 CENTIMETERS
 DO8442_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DO8442_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DO8442_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DO8442+SATELLITE: SATELLITE OBSERVATIONS - September 28, 2010
 DO8442_ROD/PIPE-DEPTH: 7.6 meters
 DO8442
 DO8442  HISTORY     - Date     Condition        Report By
 DO8442  HISTORY     - 20100928 MONUMENTED       MNDT
 DO8442
 DO8442                          STATION DESCRIPTION
 DO8442
 DO8442'DESCRIBED BY MN DEPT OF TRANSP 2010 (JBG)
 DO8442'1.0 MILE EAST OF WENDELL, 0.95 MILE EAST ALONG TRUNK HIGHWAY 55 FROM
 DO8442'NORTH JUNCTION OF TRUNK HIGHWAY 55 AND COUNTY ROAD 11 IN WENDELL, AT
 DO8442'TRUNK HIGHWAY 55 MILEPOINT 23.75, 45.2 FEET NORTH OF TRUNK HIGHWAY 55,
 DO8442'18.6 FEET EAST OF FIELD ENTRANCE, 2.2 FEET WEST OF WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DO8441 ***********************************************************************
 DO8441  DESIGNATION -  2608 D
 DO8441  PID         -  DO8441
 DO8441  STATE/COUNTY-  MN/GRANT
 DO8441  COUNTRY     -  US
 DO8441  USGS QUAD   -  WENDELL (2019)
 DO8441
 DO8441                         *CURRENT SURVEY CONTROL
 DO8441  ______________________________________________________________________
 DO8441* NAD 83(1986) POSITION- 46 02 09.51   (N) 096 05 37.83   (W)   HD_HELD1
 DO8441* NAVD 88 ORTHO HEIGHT -   349.634 (meters)     1147.09  (feet) ADJUSTED
 DO8441  ______________________________________________________________________
 DO8441  GEOID HEIGHT    -        -26.533 (meters)                     GEOID18
 DO8441  DYNAMIC HEIGHT  -        349.634 (meters)     1147.09  (feet) COMP
 DO8441  MODELED GRAVITY -    980,602.5   (mgal)                       NAVD 88
 DO8441
 DO8441  VERT ORDER      -  SECOND    CLASS I
 DO8441
 DO8441.The horizontal coordinates were determined by differentially corrected
 DO8441.hand held GPS observations or other comparable positioning techniques
 DO8441.and have an estimated accuracy of +/- 3 meters.
 DO8441
 DO8441.The orthometric height was determined by differential leveling and
 DO8441.adjusted by the NATIONAL GEODETIC SURVEY
 DO8441.in March 2020.
 DO8441
 DO8441.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO8441.GEOID18 height accuracy estimate available here.
 DO8441
 DO8441.Click photographs - Photos may exist for this station.
 DO8441
 DO8441.The dynamic height is computed by dividing the NAVD 88
 DO8441.geopotential number by the normal gravity value computed on the
 DO8441.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO8441.degrees latitude (g = 980.6199 gals.).
 DO8441
 DO8441.The modeled gravity was interpolated from observed gravity values.
 DO8441
 DO8441;                    North         East    Units  Estimated Accuracy
 DO8441;SPC MN C     -   216,805.6     657,284.6     MT  (+/- 3 meters HH1 GPS) 
 DO8441
 DO8441_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQS2488102151(NAD 83)
 DO8441
 DO8441                          SUPERSEDED SURVEY CONTROL
 DO8441
 DO8441  NAVD 88 (06/17/14)  349.666  (m)         1147.20   (f) SUPERSEDED  2 1
 DO8441
 DO8441.Superseded values are not recommended for survey control.
 DO8441
 DO8441.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DO8441.See file dsdata.pdf to determine how the superseded data were derived.
 DO8441
 DO8441_MARKER: I = METAL ROD
 DO8441_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DO8441_STAMPING: 2608 D 2010
 DO8441_MARK LOGO: MNDT
 DO8441_PROJECTION: RECESSED 20 CENTIMETERS
 DO8441_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DO8441_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DO8441_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DO8441+SATELLITE: SATELLITE OBSERVATIONS - June 23, 2021
 DO8441_ROD/PIPE-DEPTH: 9.1 meters
 DO8441
 DO8441  HISTORY     - Date     Condition        Report By
 DO8441  HISTORY     - 20101013 MONUMENTED       MNDT
 DO8441  HISTORY     - 20210623 GOOD             MNDT
 DO8441
 DO8441                          STATION DESCRIPTION
 DO8441
 DO8441'DESCRIBED BY MN DEPT OF TRANSP 2010 (JBG)
 DO8441'IN WENDELL, 0.35 MILE EAST ALONG TRUNK HIGHWAY 55 FROM NORTH JUNCTION
 DO8441'OF TRUNK HIGHWAY 55 AND COUNTY ROAD 11 IN WENDELL, AT TRUNK HIGHWAY 55
 DO8441'MILEPOINT 23.2, 31.2 FEET NORTH OF TRUNK HIGHWAY 55, 17.5 FEET WEST OF
 DO8441'ENTRANCE, 2.9 FEET EAST OF WITNESS POST.
 DO8441
 DO8441                          STATION RECOVERY (2021)
 DO8441
 DO8441'RECOVERY NOTE BY MN DEPT OF TRANSP 2021 (TJD)
 DO8441'IN WENDELL, 0.35 MI (0.56 KM) EAST ALONG TRUNK HIGHWAY 55 FROM THE
 DO8441'NORTH JUNCTION OF TRUNK HIGHWAY 55 AND COUNTY ROAD 11 IN WENDELL, AT
 DO8441'TRUNK HIGHWAY 55 MILE POINT 23.2, 31.2 FT (9.5 M) NORTH OF TRUNK
 DO8441'HIGHWAY 55, 17.5 FT (5.3 M) WEST OF AN ENTRANCE, 5.0 FT (1.5 M) EAST
 DO8441'OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DO8437 ***********************************************************************
 DO8437  DESIGNATION -  2608 E
 DO8437  PID         -  DO8437
 DO8437  STATE/COUNTY-  MN/GRANT
 DO8437  COUNTRY     -  US
 DO8437  USGS QUAD   -  STONY LAKE (2019)
 DO8437
 DO8437                         *CURRENT SURVEY CONTROL
 DO8437  ______________________________________________________________________
 DO8437* NAD 83(1986) POSITION- 46 02 05.2    (N) 096 08 44.1    (W)   HD_HELD2
 DO8437* NAVD 88 ORTHO HEIGHT -   327.032 (meters)     1072.94  (feet) ADJUSTED
 DO8437  ______________________________________________________________________
 DO8437  GEOID HEIGHT    -        -26.554 (meters)                     GEOID18
 DO8437  DYNAMIC HEIGHT  -        327.034 (meters)     1072.94  (feet) COMP
 DO8437  MODELED GRAVITY -    980,610.0   (mgal)                       NAVD 88
 DO8437
 DO8437  VERT ORDER      -  SECOND    CLASS I
 DO8437
 DO8437.The horizontal coordinates were established by autonomous hand held GPS
 DO8437.observations and have an estimated accuracy of +/- 10 meters.
 DO8437
 DO8437.The orthometric height was determined by differential leveling and
 DO8437.adjusted by the NATIONAL GEODETIC SURVEY
 DO8437.in March 2020.
 DO8437
 DO8437.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO8437.GEOID18 height accuracy estimate available here.
 DO8437
 DO8437.Click photographs - Photos may exist for this station.
 DO8437
 DO8437.The dynamic height is computed by dividing the NAVD 88
 DO8437.geopotential number by the normal gravity value computed on the
 DO8437.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO8437.degrees latitude (g = 980.6199 gals.).
 DO8437
 DO8437.The modeled gravity was interpolated from observed gravity values.
 DO8437
 DO8437;                    North         East    Units  Estimated Accuracy
 DO8437;SPC MN C     -   216,767.      653,277.      MT  (+/- 10 meters HH2 GPS)
 DO8437
 DO8437_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQS2088201873(NAD 83)
 DO8437
 DO8437                          SUPERSEDED SURVEY CONTROL
 DO8437
 DO8437  NAVD 88 (06/17/14)  327.066  (m)         1073.05   (f) SUPERSEDED  2 1
 DO8437
 DO8437.Superseded values are not recommended for survey control.
 DO8437
 DO8437.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DO8437.See file dsdata.pdf to determine how the superseded data were derived.
 DO8437
 DO8437_MARKER: F = FLANGE-ENCASED ROD
 DO8437_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DO8437_STAMPING: 2608 E 2010
 DO8437_MARK LOGO: MNDT
 DO8437_PROJECTION: RECESSED 3 CENTIMETERS
 DO8437_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DO8437_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DO8437_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DO8437+SATELLITE: SATELLITE OBSERVATIONS - September 28, 2010
 DO8437_ROD/PIPE-DEPTH: 7.6 meters
 DO8437
 DO8437  HISTORY     - Date     Condition        Report By
 DO8437  HISTORY     - 20100928 MONUMENTED       MNDT
 DO8437
 DO8437                          STATION DESCRIPTION
 DO8437
 DO8437'DESCRIBED BY MN DEPT OF TRANSP 2010 (JBG)
 DO8437'2.2 MILES WEST OF WENDELL, 2.15 MILES WEST ALONG TRUNK HIGHWAY 55 FROM
 DO8437'SOUTH JUNCTION OF TRUNK HIGHWAY 55 AND COUNTY ROAD 11 IN WENDELL, AT
 DO8437'TRUNK HIGHWAY 55 MILEPOINT 20.35, 54.8 FEET SOUTH OF TRUNK HIGHWAY 55,
 DO8437'9.1 FEET EAST OF FIELD ENTRANCE, 2.9 FEET WEST OF WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DO8433 ***********************************************************************
 DO8433  DESIGNATION -  2608 F
 DO8433  PID         -  DO8433
 DO8433  STATE/COUNTY-  MN/GRANT
 DO8433  COUNTRY     -  US
 DO8433  USGS QUAD   -  STONY LAKE (2019)
 DO8433
 DO8433                         *CURRENT SURVEY CONTROL
 DO8433  ______________________________________________________________________
 DO8433* NAD 83(1986) POSITION- 46 02 08.7    (N) 096 12 13.8    (W)   HD_HELD2
 DO8433* NAVD 88 ORTHO HEIGHT -   313.090 (meters)     1027.20  (feet) ADJUSTED
 DO8433  ______________________________________________________________________
 DO8433  GEOID HEIGHT    -        -26.574 (meters)                     GEOID18
 DO8433  DYNAMIC HEIGHT  -        313.092 (meters)     1027.20  (feet) COMP
 DO8433  MODELED GRAVITY -    980,614.7   (mgal)                       NAVD 88
 DO8433
 DO8433  VERT ORDER      -  SECOND    CLASS I
 DO8433
 DO8433.The horizontal coordinates were established by autonomous hand held GPS
 DO8433.observations and have an estimated accuracy of +/- 10 meters.
 DO8433
 DO8433.The orthometric height was determined by differential leveling and
 DO8433.adjusted by the NATIONAL GEODETIC SURVEY
 DO8433.in March 2020.
 DO8433
 DO8433.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO8433.GEOID18 height accuracy estimate available here.
 DO8433
 DO8433.Click photographs - Photos may exist for this station.
 DO8433
 DO8433.The dynamic height is computed by dividing the NAVD 88
 DO8433.geopotential number by the normal gravity value computed on the
 DO8433.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO8433.degrees latitude (g = 980.6199 gals.).
 DO8433
 DO8433.The modeled gravity was interpolated from observed gravity values.
 DO8433
 DO8433;                    North         East    Units  Estimated Accuracy
 DO8433;SPC MN C     -   216,985.      648,772.      MT  (+/- 10 meters HH2 GPS)
 DO8433
 DO8433_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQS1637101821(NAD 83)
 DO8433
 DO8433                          SUPERSEDED SURVEY CONTROL
 DO8433
 DO8433  NAVD 88 (06/17/14)  313.126  (m)         1027.31   (f) SUPERSEDED  2 1
 DO8433
 DO8433.Superseded values are not recommended for survey control.
 DO8433
 DO8433.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DO8433.See file dsdata.pdf to determine how the superseded data were derived.
 DO8433
 DO8433_MARKER: F = FLANGE-ENCASED ROD
 DO8433_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DO8433_STAMPING: 2608 F 2010
 DO8433_MARK LOGO: MNDT
 DO8433_PROJECTION: FLUSH
 DO8433_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DO8433_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DO8433_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DO8433+SATELLITE: SATELLITE OBSERVATIONS - September 28, 2010
 DO8433_ROD/PIPE-DEPTH: 6.4 meters
 DO8433
 DO8433  HISTORY     - Date     Condition        Report By
 DO8433  HISTORY     - 20100928 MONUMENTED       MNDT
 DO8433
 DO8433                          STATION DESCRIPTION
 DO8433
 DO8433'DESCRIBED BY MN DEPT OF TRANSP 2010 (JBG)
 DO8433'5.0 MILES WEST OF WENDELL, 4.95 MILES WEST ALONG TRUNK HIGHWAY 55 FROM
 DO8433'SOUTH JUNCTION OF TRUNK HIGHWAY 55 AND COUNTY ROAD 11 IN WENDELL, AT
 DO8433'TRUNK HIGHWAY 55 MILEPOINT 17.5, 73.5 FEET SOUTH OF TRUNK HIGHWAY 55,
 DO8433'44.5 FEET EAST OF 310TH AVENUE, 7.8 FEET EAST OF NORTHEAST CORNER OF
 DO8433'CABLE BOX NUMBER FW 7, 2.3 FEET WEST OF WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DO8428 ***********************************************************************
 DO8428  DESIGNATION -  2608 G
 DO8428  PID         -  DO8428
 DO8428  STATE/COUNTY-  MN/GRANT
 DO8428  COUNTRY     -  US
 DO8428  USGS QUAD   -  TINTAH (2019)
 DO8428
 DO8428                         *CURRENT SURVEY CONTROL
 DO8428  ______________________________________________________________________
 DO8428* NAD 83(2011) POSITION- 46 02 08.45235(N) 096 15 56.81715(W)   ADJUSTED
 DO8428* NAD 83(2011) ELLIP HT-   280.759 (meters)        (04/23/15)   ADJUSTED
 DO8428* NAD 83(2011) EPOCH   -  2010.00
 DO8428* NAVD 88 ORTHO HEIGHT -   307.315 (meters)     1008.25  (feet) ADJUSTED
 DO8428  ______________________________________________________________________
 DO8428  GEOID HEIGHT    -        -26.591 (meters)                     GEOID18
 DO8428  NAD 83(2011) X  -   -484,111.131 (meters)                     COMP
 DO8428  NAD 83(2011) Y  - -4,409,163.979 (meters)                     COMP
 DO8428  NAD 83(2011) Z  -  4,568,203.768 (meters)                     COMP
 DO8428  LAPLACE CORR    -          0.49  (seconds)                    DEFLEC18
 DO8428  DYNAMIC HEIGHT  -        307.317 (meters)     1008.26  (feet) COMP
 DO8428  MODELED GRAVITY -    980,613.5   (mgal)                       NAVD 88
 DO8428
 DO8428  VERT ORDER      -  SECOND    CLASS I
 DO8428
 DO8428  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DO8428  Standards:
 DO8428         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DO8428            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DO8428  -------------------------------------------------------------------
 DO8428  NETWORK    0.69   1.00           0.31   0.25   0.51      0.13091583
 DO8428  -------------------------------------------------------------------
 DO8428  Click here for local accuracies and other accuracy information.
 DO8428
 DO8428.The horizontal coordinates were established by GPS observations
 DO8428.and adjusted by the MN DEPT OF TRANSP in April 2015.
 DO8428
 DO8428.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DO8428.been affixed to the stable North American tectonic plate. See 
 DO8428.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DO8428
 DO8428.The horizontal coordinates are valid at the epoch date displayed above
 DO8428.which is a decimal equivalence of Year/Month/Day.
 DO8428
 DO8428.The orthometric height was determined by differential leveling and
 DO8428.adjusted by the NATIONAL GEODETIC SURVEY
 DO8428.in March 2020.
 DO8428
 DO8428.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO8428.GEOID18 height accuracy estimate available here.
 DO8428
 DO8428.Click photographs - Photos may exist for this station.
 DO8428
 DO8428.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DO8428
 DO8428.The Laplace correction was computed from DEFLEC18 derived deflections.
 DO8428
 DO8428.The ellipsoidal height was determined by GPS observations
 DO8428.and is referenced to NAD 83.
 DO8428
 DO8428.The dynamic height is computed by dividing the NAVD 88
 DO8428.geopotential number by the normal gravity value computed on the
 DO8428.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO8428.degrees latitude (g = 980.6199 gals.).
 DO8428
 DO8428.The modeled gravity was interpolated from observed gravity values.
 DO8428
 DO8428. The following values were computed from the NAD 83(2011) position.
 DO8428
 DO8428;                    North         East     Units Scale Factor Converg.
 DO8428;SPC MN C     -   217,097.253   643,978.131   MT  0.99993559   -1 27 29.5
 DO8428;SPC MN C     -   712,259.90  2,112,784.92   sFT  0.99993559   -1 27 29.5
 DO8428;UTM  14      - 5,101,646.966   711,577.848   MT  1.00015034   +1 58 07.5
 DO8428
 DO8428!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DO8428!SPC MN C     -   0.99995599  x   0.99993559  =   0.99989158
 DO8428!UTM  14      -   0.99995599  x   1.00015034  =   1.00010632
 DO8428
 DO8428_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQS1157701646(NAD 83)
 DO8428
 DO8428                          SUPERSEDED SURVEY CONTROL
 DO8428
 DO8428  NAVD 88 (06/17/14)  307.353  (m)         1008.37   (f) SUPERSEDED  2 1
 DO8428
 DO8428.Superseded values are not recommended for survey control.
 DO8428
 DO8428.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DO8428.See file dsdata.pdf to determine how the superseded data were derived.
 DO8428
 DO8428_MARKER: I = METAL ROD
 DO8428_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DO8428_STAMPING: 2608 G 2010
 DO8428_MARK LOGO: MNDT
 DO8428_PROJECTION: RECESSED 5 CENTIMETERS
 DO8428_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DO8428_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DO8428_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DO8428+SATELLITE: SATELLITE OBSERVATIONS - December 03, 2019
 DO8428_ROD/PIPE-DEPTH: 10.7 meters
 DO8428
 DO8428  HISTORY     - Date     Condition        Report By
 DO8428  HISTORY     - 20100928 MONUMENTED       MNDT
 DO8428  HISTORY     - 20130722 GOOD             MNDT
 DO8428  HISTORY     - 20191203 GOOD             MNDT
 DO8428
 DO8428                          STATION DESCRIPTION
 DO8428
 DO8428'DESCRIBED BY MN DEPT OF TRANSP 2010 (JBG)
 DO8428'8.0 MILES WEST OF WENDELL, 7.95 MILES WEST ALONG TRUNK HIGHWAY 55 FROM
 DO8428'SOUTH JUNCTION OF TRUNK HIGHWAY 55 AND COUNTY ROAD 11 IN WENDELL, AT
 DO8428'TRUNK HIGHWAY 55 MILEPOINT 14.55, 74.7 FEET SOUTH OF TRUNK HIGHWAY 55,
 DO8428'34.4 FEET EAST OF 340TH AVENUE, 21.5 FEET NORTH OF FIELD ENTRANCE,
 DO8428'10.3 FEET EAST OF NORTHEAST CORNER OF CABLE BOX NUMBER FN 2 E 4, 2.0
 DO8428'FEET WEST OF WITNESS POST.
 DO8428
 DO8428                          STATION RECOVERY (2013)
 DO8428
 DO8428'RECOVERY NOTE BY MN DEPT OF TRANSP 2013 (PXK)
 DO8428'RECOVERED AS DESCRIBED.
 DO8428
 DO8428                          STATION RECOVERY (2019)
 DO8428
 DO8428'RECOVERY NOTE BY MN DEPT OF TRANSP 2019 (DAS)
 DO8428'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 QP1830 ***********************************************************************
 QP1830  DESIGNATION -  2609 A
 QP1830  PID         -  QP1830
 QP1830  STATE/COUNTY-  MN/GRANT
 QP1830  COUNTRY     -  US
 QP1830  USGS QUAD   -  ELBOW LAKE (2019)
 QP1830
 QP1830                         *CURRENT SURVEY CONTROL
 QP1830  ______________________________________________________________________
 QP1830* NAD 83(1986) POSITION- 45 58 37.56   (N) 095 57 38.74   (W)   HD_HELD1
 QP1830* NAVD 88 ORTHO HEIGHT -   370.137 (meters)     1214.36  (feet) ADJUSTED
 QP1830  ______________________________________________________________________
 QP1830  GEOID HEIGHT    -        -26.428 (meters)                     GEOID18
 QP1830  DYNAMIC HEIGHT  -        370.135 (meters)     1214.35  (feet) COMP
 QP1830  MODELED GRAVITY -    980,598.0   (mgal)                       NAVD 88
 QP1830
 QP1830  VERT ORDER      -  SECOND    CLASS I
 QP1830
 QP1830.The horizontal coordinates were determined by differentially corrected
 QP1830.hand held GPS observations or other comparable positioning techniques
 QP1830.and have an estimated accuracy of +/- 3 meters.
 QP1830
 QP1830.The orthometric height was determined by differential leveling and
 QP1830.adjusted by the NATIONAL GEODETIC SURVEY
 QP1830.in March 2020.
 QP1830
 QP1830.Significant digits in the geoid height do not necessarily reflect accuracy.
 QP1830.GEOID18 height accuracy estimate available here.
 QP1830
 QP1830.Click photographs - Photos may exist for this station.
 QP1830
 QP1830.The dynamic height is computed by dividing the NAVD 88
 QP1830.geopotential number by the normal gravity value computed on the
 QP1830.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QP1830.degrees latitude (g = 980.6199 gals.).
 QP1830
 QP1830.The modeled gravity was interpolated from observed gravity values.
 QP1830
 QP1830;                    North         East    Units  Estimated Accuracy
 QP1830;SPC MN C     -   210,032.4     667,442.2     MT  (+/- 3 meters HH1 GPS) 
 QP1830
 QP1830_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTL7065095766(NAD 83)
 QP1830
 QP1830                          SUPERSEDED SURVEY CONTROL
 QP1830
 QP1830  NAVD 88 (06/17/14)  370.158  (m)         1214.43   (f) SUPERSEDED  2 1
 QP1830  NAVD 88 (06/15/95)  370.116  (m)         1214.29   (f) SUPERSEDED  2 1
 QP1830
 QP1830.Superseded values are not recommended for survey control.
 QP1830
 QP1830.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QP1830.See file dsdata.pdf to determine how the superseded data were derived.
 QP1830
 QP1830_MARKER: DB = BENCH MARK DISK
 QP1830_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 QP1830_STAMPING: 2609 A 1971
 QP1830_MARK LOGO: MNHD
 QP1830_PROJECTION: FLUSH
 QP1830_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 QP1830_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QP1830_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QP1830+SATELLITE: SATELLITE OBSERVATIONS - September 08, 2010
 QP1830
 QP1830  HISTORY     - Date     Condition        Report By
 QP1830  HISTORY     - 19710401 MONUMENTED       MNHD
 QP1830  HISTORY     - 1979     GOOD             MNDT
 QP1830  HISTORY     - 20100908 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.
 QP1830
 QP1830                          STATION RECOVERY (2010)
 QP1830
 QP1830'RECOVERY NOTE BY MN DEPT OF TRANSP 2010 (KMS)
 QP1830'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 QP1833 ***********************************************************************
 QP1833  DESIGNATION -  2609 AB
 QP1833  PID         -  QP1833
 QP1833  STATE/COUNTY-  MN/GRANT
 QP1833  COUNTRY     -  US
 QP1833  USGS QUAD   -  ELBOW LAKE (2019)
 QP1833
 QP1833                         *CURRENT SURVEY CONTROL
 QP1833  ______________________________________________________________________
 QP1833* NAD 83(1986) POSITION- 45 59 14.49   (N) 095 58 12.48   (W)   HD_HELD1
 QP1833* NAVD 88 ORTHO HEIGHT -   367.021 (meters)     1204.13  (feet) ADJUSTED
 QP1833  ______________________________________________________________________
 QP1833  GEOID HEIGHT    -        -26.444 (meters)                     GEOID18
 QP1833  DYNAMIC HEIGHT  -        367.018 (meters)     1204.12  (feet) COMP
 QP1833  MODELED GRAVITY -    980,598.2   (mgal)                       NAVD 88
 QP1833
 QP1833  VERT ORDER      -  SECOND    CLASS I
 QP1833
 QP1833.The horizontal coordinates were determined by differentially corrected
 QP1833.hand held GPS observations or other comparable positioning techniques
 QP1833.and have an estimated accuracy of +/- 3 meters.
 QP1833
 QP1833.The orthometric height was determined by differential leveling and
 QP1833.adjusted by the NATIONAL GEODETIC SURVEY
 QP1833.in March 2020.
 QP1833
 QP1833.Significant digits in the geoid height do not necessarily reflect accuracy.
 QP1833.GEOID18 height accuracy estimate available here.
 QP1833
 QP1833.Click photographs - Photos may exist for this station.
 QP1833
 QP1833.The dynamic height is computed by dividing the NAVD 88
 QP1833.geopotential number by the normal gravity value computed on the
 QP1833.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QP1833.degrees latitude (g = 980.6199 gals.).
 QP1833
 QP1833.The modeled gravity was interpolated from observed gravity values.
 QP1833
 QP1833;                    North         East    Units  Estimated Accuracy
 QP1833;SPC MN C     -   211,188.0     666,740.9     MT  (+/- 3 meters HH1 GPS) 
 QP1833
 QP1833_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTL6996696932(NAD 83)
 QP1833
 QP1833                          SUPERSEDED SURVEY CONTROL
 QP1833
 QP1833  NAVD 88 (06/15/95)  367.042  (m)         1204.20   (f) SUPERSEDED  2 1
 QP1833
 QP1833.Superseded values are not recommended for survey control.
 QP1833
 QP1833.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QP1833.See file dsdata.pdf to determine how the superseded data were derived.
 QP1833
 QP1833_MARKER: DV = VERTICAL CONTROL DISK
 QP1833_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 QP1833_STAMPING: 2609 AB 1979
 QP1833_MARK LOGO: MNHD
 QP1833_PROJECTION: FLUSH
 QP1833_MAGNETIC: I = MARKER IS A STEEL ROD
 QP1833_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QP1833_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QP1833+SATELLITE: SATELLITE OBSERVATIONS - June 21, 2021
 QP1833_ROD/PIPE-DEPTH: 7.3 meters
 QP1833
 QP1833  HISTORY     - Date     Condition        Report By
 QP1833  HISTORY     - 19790401 MONUMENTED       MNHD
 QP1833  HISTORY     - 19950207 GOOD             MNDT
 QP1833  HISTORY     - 20040301 GOOD             INDIV
 QP1833  HISTORY     - 20040726 GOOD             MNDT
 QP1833  HISTORY     - 20050825 GOOD             MNDT
 QP1833  HISTORY     - 20100908 GOOD             MNDT
 QP1833  HISTORY     - 20210621 GOOD             MNDT
 QP1833
 QP1833                          STATION DESCRIPTION
 QP1833
 QP1833'DESCRIBED BY MN HIGHWAY DEPT 1979
 QP1833'IN ELBOW LAKE.
 QP1833'THE MARK IS LOCATED AT THE JUNCTION OF TRUNK HIGHWAYS 54 AND 55 IN
 QP1833'ELBOW LAKE NEAR TRUNK HIGHWAY 55 MILE POINT 31.9 IN THE NW 1/4 OF
 QP1833'SECTION 16, T129N, R42W.  THE MARK 214 FEET NORTHEAST OF AND ABOUT 5
 QP1833'FEET HIGHER THAN THE CENTERLINE OF TRUNK HIGHWAY 55, 53.4 FEET
 QP1833'SOUTH-SOUTHWEST OF A RAILROAD SWITCH STAND, 41.3 FEET SOUTHWEST OF
 QP1833'THE SOUTHWEST RAIL OF THE SOO LINE RAILROAD, 1.6 SOUTHWEST OF
 QP1833'TELEGRAPH POLE NUMBER 25 M AND 0.5 FOOT SOUTHWEST OF A STEEL WITNESS
 QP1833'POST.  THE MARK, A STANDARD MNDT VERTICAL CONTROL MARK DISK
 QP1833'STAMPED---2609 AB 1979---, IS CRIMPED TO THE TOP OF A DRIVEN 5/8 INCH
 QP1833'DIAMETER BY 24 FOOT LONG COPPER-CLAD STEEL ROD THAT IS FLUSH WITH THE
 QP1833'GROUND.
 QP1833
 QP1833                          STATION RECOVERY (1995)
 QP1833
 QP1833'RECOVERY NOTE BY MN DEPT OF TRANSP 1995 (WAS)
 QP1833'THE MARK WAS RECOVERED IN GOOD CONDITION AS PREVIOUSLY DESCRIBED.
 QP1833
 QP1833                          STATION RECOVERY (2004)
 QP1833
 QP1833'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2004 (MLF)
 QP1833'RECOVERED IN GOOD CONDITION.
 QP1833
 QP1833                          STATION RECOVERY (2004)
 QP1833
 QP1833'RECOVERY NOTE BY MN DEPT OF TRANSP 2004 (JE)
 QP1833'IN ELBOW LAKE, AT JUNCTION OF TRUNK HIGHWAY 54 AND TRUNK HIGHWAY 55,
 QP1833'AT TRUNK HIGHWAY 55 MILEPOINT 31.9, 214 FEET NORTHEAST OF TRUNK
 QP1833'HIGHWAY 55, 53.4 FEET SOUTH-SOUTHWEST OF RAILROAD SWITCH STAND, 41.3
 QP1833'FEET SOUTHWEST OF SOUTHWEST RAIL OF RAILROAD, 0.5 FEET SOUTHWEST OF
 QP1833'WITNESS POST.
 QP1833
 QP1833                          STATION RECOVERY (2005)
 QP1833
 QP1833'RECOVERY NOTE BY MN DEPT OF TRANSP 2005 (WAS)
 QP1833'RECOVERED AS DESCRIBED.
 QP1833
 QP1833                          STATION RECOVERY (2010)
 QP1833
 QP1833'RECOVERY NOTE BY MN DEPT OF TRANSP 2010 (KMS)
 QP1833'RECOVERED IN GOOD CONDITION.
 QP1833
 QP1833                          STATION RECOVERY (2021)
 QP1833
 QP1833'RECOVERY NOTE BY MN DEPT OF TRANSP 2021 (TJD)
 QP1833'IN ELBOW LAKE, AT THE JUNCTION OF TRUNK HIGHWAY 54 AND TRUNK HIGHWAY
 QP1833'55, AT TRUNK HIGHWAY 55 MILE POINT 31.9, 214.0 FT (65.2 M) NORTHEAST
 QP1833'OF TRUNK HIGHWAY 55, 41.3 FT (12.6 M) SOUTHWEST OF THE SOUTHWEST RAIL
 QP1833'OF THE RAILROAD, 1.5 FT (0.5 M) SOUTHWEST OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DO8485 ***********************************************************************
 DO8485  DESIGNATION -  2609 AD
 DO8485  PID         -  DO8485
 DO8485  STATE/COUNTY-  MN/GRANT
 DO8485  COUNTRY     -  US
 DO8485  USGS QUAD   -  HOFFMAN (2019)
 DO8485
 DO8485                         *CURRENT SURVEY CONTROL
 DO8485  ______________________________________________________________________
 DO8485* NAD 83(2011) POSITION- 45 49 04.95669(N) 095 46 47.94767(W)   ADJUSTED
 DO8485* NAD 83(2011) ELLIP HT-   349.474 (meters)        (01/07/26)   ADJUSTED
 DO8485* NAD 83(2011) EPOCH   -  2010.00
 DO8485* NAVD 88 ORTHO HEIGHT -   375.584 (meters)     1232.23  (feet) ADJUSTED
 DO8485  ______________________________________________________________________
 DO8485  GEOID HEIGHT    -        -26.120 (meters)                     GEOID18
 DO8485  NAD 83(2011) X  -   -448,465.124 (meters)                     COMP
 DO8485  NAD 83(2011) Y  - -4,430,449.802 (meters)                     COMP
 DO8485  NAD 83(2011) Z  -  4,551,426.048 (meters)                     COMP
 DO8485  LAPLACE CORR    -          1.44  (seconds)                    DEFLEC18
 DO8485  DYNAMIC HEIGHT  -        375.579 (meters)     1232.21  (feet) COMP
 DO8485  MODELED GRAVITY -    980,591.5   (mgal)                       NAVD 88
 DO8485
 DO8485  VERT ORDER      -  SECOND    CLASS I
 DO8485
 DO8485  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DO8485  Standards:
 DO8485         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DO8485            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DO8485  -------------------------------------------------------------------
 DO8485  NETWORK    0.45   0.82           0.21   0.15   0.42     -0.09323157
 DO8485  -------------------------------------------------------------------
 DO8485  Click here for local accuracies and other accuracy information.
 DO8485
 DO8485.The horizontal coordinates were established by GPS observations
 DO8485.and adjusted by the MN DEPT OF TRANSP in January 2026.
 DO8485
 DO8485.Refers to NAD 83 (2011) epoch 2010.00 coordinates where the reference 
 DO8485.frame has been affixed to the stable North American tectonic plate 
 DO8485
 DO8485.The horizontal coordinates are valid at the epoch date displayed above
 DO8485.which is a decimal equivalence of Year/Month/Day.
 DO8485
 DO8485.The orthometric height was determined by differential leveling and
 DO8485.adjusted by the NATIONAL GEODETIC SURVEY
 DO8485.in June 2014.
 DO8485
 DO8485.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO8485.GEOID18 height accuracy estimate available here.
 DO8485
 DO8485.Click photographs - Photos may exist for this station.
 DO8485
 DO8485.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DO8485
 DO8485.The Laplace correction was computed from DEFLEC18 derived deflections.
 DO8485
 DO8485.The ellipsoidal height was determined by GPS observations
 DO8485.and is referenced to NAD 83.
 DO8485
 DO8485.The dynamic height is computed by dividing the NAVD 88
 DO8485.geopotential number by the normal gravity value computed on the
 DO8485.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO8485.degrees latitude (g = 980.6199 gals.).
 DO8485
 DO8485.The modeled gravity was interpolated from observed gravity values.
 DO8485
 DO8485. The following values were computed from the NAD 83(2011) position.
 DO8485
 DO8485;                    North         East     Units Scale Factor Converg.
 DO8485;SPC MN C     -   192,070.965   681,106.249   MT  0.99996245   -1 06 24.4
 DO8485;SPC MN C     -   630,152.82  2,234,596.09   sFT  0.99996245   -1 06 24.4
 DO8485;UTM  15      - 5,077,589.888   284,037.097   MT  1.00017342   -1 59 39.8
 DO8485
 DO8485!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DO8485!SPC MN C     -   0.99994522  x   0.99996245  =   0.99990767
 DO8485!UTM  15      -   0.99994522  x   1.00017342  =   1.00011863
 DO8485
 DO8485_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTL8403777589(NAD 83)
 DO8485
 DO8485                          SUPERSEDED SURVEY CONTROL
 DO8485
 DO8485.No superseded survey control is available for this station.
 DO8485
 DO8485_MARKER: I = METAL ROD
 DO8485_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DO8485_STAMPING: 2609 AD 2010
 DO8485_MARK LOGO: MNDT
 DO8485_PROJECTION: RECESSED 3 CENTIMETERS
 DO8485_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DO8485_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DO8485_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DO8485+SATELLITE: SATELLITE OBSERVATIONS - August 11, 2025
 DO8485_ROD/PIPE-DEPTH: 7.6 meters
 DO8485
 DO8485  HISTORY     - Date     Condition        Report By
 DO8485  HISTORY     - 20100929 MONUMENTED       MNDT
 DO8485  HISTORY     - 20140826 GOOD             MNDT
 DO8485  HISTORY     - 20250811 GOOD             MNDT
 DO8485
 DO8485                          STATION DESCRIPTION
 DO8485
 DO8485'DESCRIBED BY MN DEPT OF TRANSP 2010 (JBG)
 DO8485'1.2 MILES SOUTHEAST OF HOFFMAN, 1.25 MILES SOUTHEAST ALONG TRUNK
 DO8485'HIGHWAY 55 FROM JUNCTION OF TRUNK HIGHWAY 55 AND TRUNK HIGHWAY 27 IN
 DO8485'HOFFMAN, AT TRUNK HIGHWAY 55 MILEPOINT 47.0, 69.5 FEET WEST OF TRUNK
 DO8485'HIGHWAY MILEPOST 47.0, 63.3 FEET SOUTHWEST OF TRUNK HIGHWAY 55, 39.4
 DO8485'FEET NORTH OF 140TH STREET, 7.8 FEET NORTHEAST OF CABLE BOX NUMBER 8 W
 DO8485'S, 2.5 FEET NORTHEAST OF WITNESS POST.
 DO8485
 DO8485                          STATION RECOVERY (2014)
 DO8485
 DO8485'RECOVERY NOTE BY MN DEPT OF TRANSP 2014 (KMS)
 DO8485'RECOVERED AS DESCRIBED.
 DO8485'
 DO8485'NOTE - THE STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM
 DO8485'ROD DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION REMOVABLE
 DO8485'DISK SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH
 DO8485'PVC PIPE BACK FILLED WITH WASHED SAND.
 DO8485
 DO8485                          STATION RECOVERY (2025)
 DO8485
 DO8485'RECOVERY NOTE BY MN DEPT OF TRANSP 2025 (MPP)
 DO8485'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DO8483 ***********************************************************************
 DO8483  DESIGNATION -  2609 AE
 DO8483  PID         -  DO8483
 DO8483  STATE/COUNTY-  MN/GRANT
 DO8483  COUNTRY     -  US
 DO8483  USGS QUAD   -  HOFFMAN (2019)
 DO8483
 DO8483                         *CURRENT SURVEY CONTROL
 DO8483  ______________________________________________________________________
 DO8483* NAD 83(2011) POSITION- 45 51 25.96957(N) 095 49 14.12861(W)   ADJUSTED
 DO8483* NAD 83(2011) ELLIP HT-   351.005 (meters)        (01/07/26)   ADJUSTED
 DO8483* NAD 83(2011) EPOCH   -  2010.00
 DO8483* NAVD 88 ORTHO HEIGHT -   377.188 (meters)     1237.49  (feet) ADJUSTED
 DO8483  ______________________________________________________________________
 DO8483  GEOID HEIGHT    -        -26.191 (meters)                     GEOID18
 DO8483  NAD 83(2011) X  -   -451,288.249 (meters)                     COMP
 DO8483  NAD 83(2011) Y  - -4,427,024.646 (meters)                     COMP
 DO8483  NAD 83(2011) Z  -  4,554,460.511 (meters)                     COMP
 DO8483  LAPLACE CORR    -          1.54  (seconds)                    DEFLEC18
 DO8483  DYNAMIC HEIGHT  -        377.185 (meters)     1237.48  (feet) COMP
 DO8483  MODELED GRAVITY -    980,595.7   (mgal)                       NAVD 88
 DO8483
 DO8483  VERT ORDER      -  SECOND    CLASS I
 DO8483
 DO8483  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DO8483  Standards:
 DO8483         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DO8483            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DO8483  -------------------------------------------------------------------
 DO8483  NETWORK    0.48   0.86           0.22   0.17   0.44     -0.02811924
 DO8483  -------------------------------------------------------------------
 DO8483  Click here for local accuracies and other accuracy information.
 DO8483
 DO8483.The horizontal coordinates were established by GPS observations
 DO8483.and adjusted by the MN DEPT OF TRANSP in January 2026.
 DO8483
 DO8483.Refers to NAD 83 (2011) epoch 2010.00 coordinates where the reference 
 DO8483.frame has been affixed to the stable North American tectonic plate 
 DO8483
 DO8483.The horizontal coordinates are valid at the epoch date displayed above
 DO8483.which is a decimal equivalence of Year/Month/Day.
 DO8483
 DO8483.The orthometric height was determined by differential leveling and
 DO8483.adjusted by the NATIONAL GEODETIC SURVEY
 DO8483.in March 2020.
 DO8483
 DO8483.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO8483.GEOID18 height accuracy estimate available here.
 DO8483
 DO8483.Click photographs - Photos may exist for this station.
 DO8483
 DO8483.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DO8483
 DO8483.The Laplace correction was computed from DEFLEC18 derived deflections.
 DO8483
 DO8483.The ellipsoidal height was determined by GPS observations
 DO8483.and is referenced to NAD 83.
 DO8483
 DO8483.The dynamic height is computed by dividing the NAVD 88
 DO8483.geopotential number by the normal gravity value computed on the
 DO8483.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO8483.degrees latitude (g = 980.6199 gals.).
 DO8483
 DO8483.The modeled gravity was interpolated from observed gravity values.
 DO8483
 DO8483. The following values were computed from the NAD 83(2011) position.
 DO8483
 DO8483;                    North         East     Units Scale Factor Converg.
 DO8483;SPC MN C     -   196,485.395   678,037.539   MT  0.99995657   -1 08 10.1
 DO8483;SPC MN C     -   644,635.83  2,224,528.16   sFT  0.99995657   -1 08 10.1
 DO8483;UTM  15      - 5,082,052.345   281,036.517   MT  1.00018946   -2 01 29.6
 DO8483
 DO8483!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DO8483!SPC MN C     -   0.99994498  x   0.99995657  =   0.99990155
 DO8483!UTM  15      -   0.99994498  x   1.00018946  =   1.00013443
 DO8483
 DO8483_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTL8103682052(NAD 83)
 DO8483
 DO8483                          SUPERSEDED SURVEY CONTROL
 DO8483
 DO8483  NAVD 88 (06/17/14)  377.192  (m)         1237.50   (f) SUPERSEDED  2 1
 DO8483
 DO8483.Superseded values are not recommended for survey control.
 DO8483
 DO8483.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DO8483.See file dsdata.pdf to determine how the superseded data were derived.
 DO8483
 DO8483_MARKER: F = FLANGE-ENCASED ROD
 DO8483_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DO8483_STAMPING: 2609 AE 2010
 DO8483_MARK LOGO: MNDT
 DO8483_PROJECTION: RECESSED 3 CENTIMETERS
 DO8483_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DO8483_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DO8483_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DO8483+SATELLITE: SATELLITE OBSERVATIONS - August 11, 2025
 DO8483_ROD/PIPE-DEPTH: 6.1 meters
 DO8483
 DO8483  HISTORY     - Date     Condition        Report By
 DO8483  HISTORY     - 20100929 MONUMENTED       MNDT
 DO8483  HISTORY     - 20250811 GOOD             MNDT
 DO8483
 DO8483                          STATION DESCRIPTION
 DO8483
 DO8483'DESCRIBED BY MN DEPT OF TRANSP 2010 (JBG)
 DO8483'2.1 MILES NORTHWEST OF HOFFMAN, 2.05 MILES NORTHWEST ALONG TRUNK
 DO8483'HIGHWAY 55 FROM JUNCTION OF TRUNK HIGHWAY 55 AND TRUNK HIGHWAY 27 IN
 DO8483'HOFFMAN TO TRUNK HIGHWAY 55 MILEPOINT 43.65, THEN 0.05 MILE NORTH
 DO8483'ALONG 130TH AVENUE, 38.1 FEET NORTHEAST OF NORTH RAIL OF RAILROAD
 DO8483'TRACKS, 27.5 FEET EAST OF 130TH AVENUE, 15.4 FEET SOUTH OF POWER POLE
 DO8483'WITH GUY WIRE, 2.4 FEET SOUTHWEST OF WITNESS POST.
 DO8483
 DO8483                          STATION RECOVERY (2025)
 DO8483
 DO8483'RECOVERY NOTE BY MN DEPT OF TRANSP 2025 (MPP)
 DO8483'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DO8479 ***********************************************************************
 DO8479  DESIGNATION -  2609 AF
 DO8479  PID         -  DO8479
 DO8479  STATE/COUNTY-  MN/GRANT
 DO8479  COUNTRY     -  US
 DO8479  USGS QUAD   -  ELBOW LAKE (2019)
 DO8479
 DO8479                         *CURRENT SURVEY CONTROL
 DO8479  ______________________________________________________________________
 DO8479* NAD 83(2011) POSITION- 45 55 09.93603(N) 095 53 49.02035(W)   ADJUSTED
 DO8479* NAD 83(2011) ELLIP HT-   331.954 (meters)        (08/11/14)   ADJUSTED
 DO8479* NAD 83(2011) EPOCH   -  2010.00
 DO8479* NAVD 88 ORTHO HEIGHT -   358.266 (meters)     1175.41  (feet) ADJUSTED
 DO8479  ______________________________________________________________________
 DO8479  GEOID HEIGHT    -        -26.323 (meters)                     GEOID18
 DO8479  NAD 83(2011) X  -   -456,676.327 (meters)                     COMP
 DO8479  NAD 83(2011) Y  - -4,421,467.296 (meters)                     COMP
 DO8479  NAD 83(2011) Z  -  4,559,260.277 (meters)                     COMP
 DO8479  LAPLACE CORR    -          0.93  (seconds)                    DEFLEC18
 DO8479  DYNAMIC HEIGHT  -        358.264 (meters)     1175.40  (feet) COMP
 DO8479  MODELED GRAVITY -    980,598.0   (mgal)                       NAVD 88
 DO8479
 DO8479  VERT ORDER      -  SECOND    CLASS I
 DO8479
 DO8479  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DO8479  Standards:
 DO8479         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DO8479            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DO8479  -------------------------------------------------------------------
 DO8479  NETWORK    0.69   1.08           0.31   0.24   0.55      0.19207138
 DO8479  -------------------------------------------------------------------
 DO8479  Click here for local accuracies and other accuracy information.
 DO8479
 DO8479.The horizontal coordinates were established by GPS observations
 DO8479.and adjusted by the MN DEPT OF TRANSP in August 2014.
 DO8479
 DO8479.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DO8479.been affixed to the stable North American tectonic plate. See 
 DO8479.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DO8479
 DO8479.The horizontal coordinates are valid at the epoch date displayed above
 DO8479.which is a decimal equivalence of Year/Month/Day.
 DO8479
 DO8479.The orthometric height was determined by differential leveling and
 DO8479.adjusted by the NATIONAL GEODETIC SURVEY
 DO8479.in March 2020.
 DO8479
 DO8479.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO8479.GEOID18 height accuracy estimate available here.
 DO8479
 DO8479.Click photographs - Photos may exist for this station.
 DO8479
 DO8479.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DO8479
 DO8479.The Laplace correction was computed from DEFLEC18 derived deflections.
 DO8479
 DO8479.The ellipsoidal height was determined by GPS observations
 DO8479.and is referenced to NAD 83.
 DO8479
 DO8479.The dynamic height is computed by dividing the NAVD 88
 DO8479.geopotential number by the normal gravity value computed on the
 DO8479.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO8479.degrees latitude (g = 980.6199 gals.).
 DO8479
 DO8479.The modeled gravity was interpolated from observed gravity values.
 DO8479
 DO8479. The following values were computed from the NAD 83(2011) position.
 DO8479
 DO8479;                    North         East     Units Scale Factor Converg.
 DO8479;SPC MN C     -   203,518.919   672,252.587   MT  0.99994816   -1 11 29.0
 DO8479;SPC MN C     -   667,711.65  2,205,548.70   sFT  0.99994816   -1 11 29.0
 DO8479;UTM  15      - 5,089,176.639   275,360.033   MT  1.00022042   -2 04 54.9
 DO8479
 DO8479!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DO8479!SPC MN C     -   0.99994796  x   0.99994816  =   0.99989613
 DO8479!UTM  15      -   0.99994796  x   1.00022042  =   1.00016837
 DO8479
 DO8479_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTL7536089176(NAD 83)
 DO8479
 DO8479                          SUPERSEDED SURVEY CONTROL
 DO8479
 DO8479  NAVD 88 (03/23/16)  358.280  (m)         1175.46   (f) SUPERSEDED  2 1
 DO8479  NAVD 88 (06/17/14)  358.283  (m)         1175.47   (f) SUPERSEDED  2 1
 DO8479
 DO8479.Superseded values are not recommended for survey control.
 DO8479
 DO8479.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DO8479.See file dsdata.pdf to determine how the superseded data were derived.
 DO8479
 DO8479_MARKER: I = METAL ROD
 DO8479_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DO8479_STAMPING: 2609 AF 2010
 DO8479_MARK LOGO: MNDT
 DO8479_PROJECTION: RECESSED 3 CENTIMETERS
 DO8479_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DO8479_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DO8479_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DO8479+SATELLITE: SATELLITE OBSERVATIONS - June 22, 2021
 DO8479_ROD/PIPE-DEPTH: 7.6 meters
 DO8479
 DO8479  HISTORY     - Date     Condition        Report By
 DO8479  HISTORY     - 20100929 MONUMENTED       MNDT
 DO8479  HISTORY     - 20130320 GOOD             MNDT
 DO8479  HISTORY     - 20140828 GOOD             MNDT
 DO8479  HISTORY     - 20210622 GOOD             MNDT
 DO8479
 DO8479                          STATION DESCRIPTION
 DO8479
 DO8479'DESCRIBED BY MN DEPT OF TRANSP 2010 (JBG)
 DO8479'IN BARRETT, 1.0 MILE NORTHWEST ALONG TRUNK HIGHWAY 55 AND TRUNK
 DO8479'HIGHWAY 59 FROM JUNCTION OF TRUNK HIGHWAY 55 AND TRUNK HIGHWAY 59 IN
 DO8479'BARRETT TO TRUNK HIGHWAY 55 MILEPOINT 37.75, THEN 0.05 MILE WEST ALONG
 DO8479'COUNTY ROAD 8, 37.6 FEET SOUTH OF COUNTY ROAD 8, 18.7 FEET EAST OF
 DO8479'FIELD ENTRANCE, 3.6 FEET WEST OF WITNESS POST.
 DO8479
 DO8479                          STATION RECOVERY (2013)
 DO8479
 DO8479'RECOVERY NOTE BY MN DEPT OF TRANSP 2013 (JBG)
 DO8479'IN BARRETT, 1.0 MILE NORTHWEST ALONG TRUNK HIGHWAY 55 AND TRUNK
 DO8479'HIGHWAY 59 FROM JUNCTION OF TRUNK HIGHWAY 55 AND TRUNK HIGHWAY 59 IN
 DO8479'BARRETT TO TRUNK HIGHWAY 55 MILEPOINT 37.75, THEN 0.05 MILE WEST ALONG
 DO8479'COUNTY ROAD 8, 37.6 FEET SOUTH OF COUNTY ROAD 8, 18.7 FEET EAST OF
 DO8479'FIELD ENTRANCE, 3.6 FEET WEST OF WITNESS POST.
 DO8479
 DO8479                          STATION RECOVERY (2014)
 DO8479
 DO8479'RECOVERY NOTE BY MN DEPT OF TRANSP 2014 (MAS)
 DO8479'RECOVERED IN GOOD CONDITION.
 DO8479'
 DO8479'NOTE - THE STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM
 DO8479'ROD DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION REMOVABLE
 DO8479'DISK SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH
 DO8479'PVC PIPE BACK FILLED WITH WASHED SAND.
 DO8479
 DO8479                          STATION RECOVERY (2021)
 DO8479
 DO8479'RECOVERY NOTE BY MN DEPT OF TRANSP 2021 (TJD)
 DO8479'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DO8492 ***********************************************************************
 DO8492  DESIGNATION -  2609 AG
 DO8492  PID         -  DO8492
 DO8492  STATE/COUNTY-  MN/GRANT
 DO8492  COUNTRY     -  US
 DO8492  USGS QUAD   -  HOFFMAN (2019)
 DO8492
 DO8492                         *CURRENT SURVEY CONTROL
 DO8492  ______________________________________________________________________
 DO8492* NAD 83(1986) POSITION- 45 48 35.75   (N) 095 45 48.65   (W)   HD_HELD1
 DO8492* NAVD 88 ORTHO HEIGHT -   365.574 (meters)     1199.39  (feet) ADJUSTED
 DO8492  ______________________________________________________________________
 DO8492  GEOID HEIGHT    -        -26.103 (meters)                     GEOID18
 DO8492  DYNAMIC HEIGHT  -        365.569 (meters)     1199.37  (feet) COMP
 DO8492  MODELED GRAVITY -    980,590.3   (mgal)                       NAVD 88
 DO8492
 DO8492  VERT ORDER      -  SECOND    CLASS I
 DO8492
 DO8492.The horizontal coordinates were determined by differentially corrected
 DO8492.hand held GPS observations or other comparable positioning techniques
 DO8492.and have an estimated accuracy of +/- 3 meters.
 DO8492
 DO8492.The orthometric height was determined by differential leveling and
 DO8492.adjusted by the NATIONAL GEODETIC SURVEY
 DO8492.in June 2014.
 DO8492
 DO8492.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO8492.GEOID18 height accuracy estimate available here.
 DO8492
 DO8492.Click photographs - Photos may exist for this station.
 DO8492
 DO8492.The dynamic height is computed by dividing the NAVD 88
 DO8492.geopotential number by the normal gravity value computed on the
 DO8492.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO8492.degrees latitude (g = 980.6199 gals.).
 DO8492
 DO8492.The modeled gravity was interpolated from observed gravity values.
 DO8492
 DO8492;                    North         East    Units  Estimated Accuracy
 DO8492;SPC MN C     -   191,144.8     682,368.9     MT  (+/- 3 meters HH1 GPS) 
 DO8492
 DO8492_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTL8528576644(NAD 83)
 DO8492
 DO8492                          SUPERSEDED SURVEY CONTROL
 DO8492
 DO8492.No superseded survey control is available for this station.
 DO8492
 DO8492_MARKER: DD = SURVEY DISK
 DO8492_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DO8492_SP_SET: BRIDGE ABUTMENT
 DO8492_STAMPING: 2609 AG 2012
 DO8492_MARK LOGO: MNDT
 DO8492_MAGNETIC: N = NO MAGNETIC MATERIAL
 DO8492_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DO8492_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DO8492+SATELLITE: SATELLITE OBSERVATIONS - November 06, 2014
 DO8492
 DO8492  HISTORY     - Date     Condition        Report By
 DO8492  HISTORY     - 20100401 MONUMENTED       MNDT
 DO8492  HISTORY     - 20140826 GOOD             MNDT
 DO8492  HISTORY     - 20141106 GOOD             MNDT
 DO8492
 DO8492                          STATION DESCRIPTION
 DO8492
 DO8492'DESCRIBED BY MN DEPT OF TRANSP 2010
 DO8492'1.8 MILES SOUTHEAST OF HOFFMAN, IN BRIDGE ABUTMENT IN SOUTHWEST CORNER
 DO8492'OF TRUNK HIGHWAY 55 BRIDGE NUMBER 26002 OVER CHIPPEWA RIVER, 1.8 MILES
 DO8492'SOUTHEAST ALONG TRUNK HIGHWAY 55 FROM JUNCTION OF TRUNK HIGHWAY 55 AND
 DO8492'MAIN AVENUE IN HOFFMAN, AT TRUNK HIGHWAY 55 MILEPOINT 47.9, 18.0 FEET
 DO8492'SOUTHWEST OF TRUNK HIGHWAY 55.
 DO8492
 DO8492                          STATION RECOVERY (2014)
 DO8492
 DO8492'RECOVERY NOTE BY MN DEPT OF TRANSP 2014 (KMS)
 DO8492'1.8 MI (2.9 KM) SOUTHEAST OF HOFFMAN, IN BRIDGE ABUTMENT IN SOUTHWEST
 DO8492'CORNER OF TRUNK HIGHWAY 55 BRIDGE NUMBER 26002 OVER CHIPPEWA RIVER,
 DO8492'2.25 MI (3.6 KM) SOUTHEAST ALONG TRUNK HIGHWAY 55  FROM THE JUNCTION
 DO8492'OF TRUNK HIGHWAY AND TRUNK HIGHWAY 27 IN HOFFMAN AT TRUNK HIGHWAY 55
 DO8492'MILE POINT 47.95, 18.0 FT (5.5 M) SOUTHWEST OF TRUNK HIGHWAY 55.
 DO8492
 DO8492                          STATION RECOVERY (2014)
 DO8492
 DO8492'RECOVERY NOTE BY MN DEPT OF TRANSP 2014 (MAS)
 DO8492'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 QP1828 ***********************************************************************
 QP1828  DESIGNATION -  2609 B
 QP1828  PID         -  QP1828
 QP1828  STATE/COUNTY-  MN/GRANT
 QP1828  COUNTRY     -  US
 QP1828  USGS QUAD   -  ELBOW LAKE (2019)
 QP1828
 QP1828                         *CURRENT SURVEY CONTROL
 QP1828  ______________________________________________________________________
 QP1828* NAD 83(1986) POSITION- 45 57 49.66   (N) 095 56 54.84   (W)   HD_HELD1
 QP1828* NAVD 88 ORTHO HEIGHT -   368.766 (meters)     1209.86  (feet) ADJUSTED
 QP1828  ______________________________________________________________________
 QP1828  GEOID HEIGHT    -        -26.406 (meters)                     GEOID18
 QP1828  DYNAMIC HEIGHT  -        368.764 (meters)     1209.85  (feet) COMP
 QP1828  MODELED GRAVITY -    980,597.8   (mgal)                       NAVD 88
 QP1828
 QP1828  VERT ORDER      -  SECOND    CLASS I
 QP1828
 QP1828.The horizontal coordinates were determined by differentially corrected
 QP1828.hand held GPS observations or other comparable positioning techniques
 QP1828.and have an estimated accuracy of +/- 3 meters.
 QP1828
 QP1828.The orthometric height was determined by differential leveling and
 QP1828.adjusted by the NATIONAL GEODETIC SURVEY
 QP1828.in March 2020.
 QP1828
 QP1828.Significant digits in the geoid height do not necessarily reflect accuracy.
 QP1828.GEOID18 height accuracy estimate available here.
 QP1828
 QP1828.Click photographs - Photos may exist for this station.
 QP1828
 QP1828.The dynamic height is computed by dividing the NAVD 88
 QP1828.geopotential number by the normal gravity value computed on the
 QP1828.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QP1828.degrees latitude (g = 980.6199 gals.).
 QP1828
 QP1828.The modeled gravity was interpolated from observed gravity values.
 QP1828
 QP1828;                    North         East    Units  Estimated Accuracy
 QP1828;SPC MN C     -   208,533.6     668,355.2     MT  (+/- 3 meters HH1 GPS) 
 QP1828
 QP1828_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTL7154094252(NAD 83)
 QP1828
 QP1828                          SUPERSEDED SURVEY CONTROL
 QP1828
 QP1828  NAVD 88 (06/15/95)  368.787  (m)         1209.93   (f) SUPERSEDED  2 1
 QP1828
 QP1828.Superseded values are not recommended for survey control.
 QP1828
 QP1828.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QP1828.See file dsdata.pdf to determine how the superseded data were derived.
 QP1828
 QP1828_MARKER: DB = BENCH MARK DISK
 QP1828_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 QP1828_STAMPING: 2609 B 1971
 QP1828_MARK LOGO: MNHD
 QP1828_PROJECTION: PROJECTING 3 CENTIMETERS
 QP1828_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 QP1828_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QP1828_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QP1828+SATELLITE: SATELLITE OBSERVATIONS - September 08, 2012
 QP1828
 QP1828  HISTORY     - Date     Condition        Report By
 QP1828  HISTORY     - 19710401 MONUMENTED       MNHD
 QP1828  HISTORY     - 1979     GOOD             MNDT
 QP1828  HISTORY     - 20120908 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.
 QP1828
 QP1828                          STATION RECOVERY (2012)
 QP1828
 QP1828'RECOVERY NOTE BY MN DEPT OF TRANSP 2012 (KMS)
 QP1828'2.3 MILES SOUTHEAST OF ELBOW LAKE, 1.9 MILES SOUTHEAST ALONG TRUNK
 QP1828'HIGHWAY 55 FROM JUNCTION OF TRUNK HIGHWAY 55 AND TRUNK HIGHWAY 54 IN
 QP1828'ELBOW LAKE, AT TRUNK HIGHWAY 55 MILEPOINT 33.8, 73.0 FEET NORTHEAST OF
 QP1828'TRUNK HIGHWAY 55, 124.0 FEET NORTHWEST OF POWER POLE, 50.2 FEET
 QP1828'SOUTHWEST OF SOUTHWEST RAIL OF RAILROAD, 32.1 FEET SOUTH OF SOUTHWEST
 QP1828'CORNER OF RAILROAD BUILDING NUMBER 157.8, 26.0 FEET SOUTHEAST OF
 QP1828'ENTRANCE NUMBER 18654, 16.9 FEET EAST OF POLE WITH GUY WIRE, 0.8 FOOT
 QP1828'SOUTHWEST OF WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 QP1827 ***********************************************************************
 QP1827  DESIGNATION -  2609 C
 QP1827  PID         -  QP1827
 QP1827  STATE/COUNTY-  MN/GRANT
 QP1827  COUNTRY     -  US
 QP1827  USGS QUAD   -  ELBOW LAKE (2019)
 QP1827
 QP1827                         *CURRENT SURVEY CONTROL
 QP1827  ______________________________________________________________________
 QP1827* NAD 83(1986) POSITION- 45 57 08.09   (N) 095 56 16.61   (W)   HD_HELD1
 QP1827* NAVD 88 ORTHO HEIGHT -   372.999 (meters)     1223.75  (feet) ADJUSTED
 QP1827  ______________________________________________________________________
 QP1827  GEOID HEIGHT    -        -26.386 (meters)                     GEOID18
 QP1827  DYNAMIC HEIGHT  -        372.996 (meters)     1223.74  (feet) COMP
 QP1827  MODELED GRAVITY -    980,597.8   (mgal)                       NAVD 88
 QP1827
 QP1827  VERT ORDER      -  SECOND    CLASS I
 QP1827
 QP1827.The horizontal coordinates were determined by differentially corrected
 QP1827.hand held GPS observations or other comparable positioning techniques
 QP1827.and have an estimated accuracy of +/- 3 meters.
 QP1827
 QP1827.The orthometric height was determined by differential leveling and
 QP1827.adjusted by the NATIONAL GEODETIC SURVEY
 QP1827.in March 2020.
 QP1827
 QP1827.Significant digits in the geoid height do not necessarily reflect accuracy.
 QP1827.GEOID18 height accuracy estimate available here.
 QP1827
 QP1827.Click photographs - Photos may exist for this station.
 QP1827
 QP1827.The dynamic height is computed by dividing the NAVD 88
 QP1827.geopotential number by the normal gravity value computed on the
 QP1827.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QP1827.degrees latitude (g = 980.6199 gals.).
 QP1827
 QP1827.The modeled gravity was interpolated from observed gravity values.
 QP1827
 QP1827;                    North         East    Units  Estimated Accuracy
 QP1827;SPC MN C     -   207,232.8     669,150.8     MT  (+/- 3 meters HH1 GPS) 
 QP1827
 QP1827_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTL7231592939(NAD 83)
 QP1827
 QP1827                          SUPERSEDED SURVEY CONTROL
 QP1827
 QP1827  NAVD 88 (06/17/14)  373.018  (m)         1223.81   (f) SUPERSEDED  2 1
 QP1827  NAVD 88 (06/15/95)  373.008  (m)         1223.78   (f) SUPERSEDED  2 1
 QP1827
 QP1827.Superseded values are not recommended for survey control.
 QP1827
 QP1827.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QP1827.See file dsdata.pdf to determine how the superseded data were derived.
 QP1827
 QP1827_MARKER: DB = BENCH MARK DISK
 QP1827_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 QP1827_STAMPING: 2609 C 1971
 QP1827_MARK LOGO: MNHD
 QP1827_PROJECTION: FLUSH
 QP1827_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 QP1827_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QP1827_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QP1827+SATELLITE: SATELLITE OBSERVATIONS - September 08, 2010
 QP1827
 QP1827  HISTORY     - Date     Condition        Report By
 QP1827  HISTORY     - 19710401 MONUMENTED       MNHD
 QP1827  HISTORY     - 1979     GOOD             MNDT
 QP1827  HISTORY     - 20100908 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.
 QP1827
 QP1827                          STATION RECOVERY (2010)
 QP1827
 QP1827'RECOVERY NOTE BY MN DEPT OF TRANSP 2010 (KMS)
 QP1827'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 QP1599 ***********************************************************************
 QP1599  DESIGNATION -  2609 D
 QP1599  PID         -  QP1599
 QP1599  STATE/COUNTY-  MN/GRANT
 QP1599  COUNTRY     -  US
 QP1599  USGS QUAD   -  ELBOW LAKE (2019)
 QP1599
 QP1599                         *CURRENT SURVEY CONTROL
 QP1599  ______________________________________________________________________
 QP1599* NAD 83(1996) POSITION- 45 56 26.37266(N) 095 55 27.83536(W)   NO CHECK
 QP1599* NAVD 88 ORTHO HEIGHT -   373.552 (meters)     1225.56  (feet) ADJUSTED
 QP1599  ______________________________________________________________________
 QP1599  GEOID HEIGHT    -        -26.364 (meters)                     GEOID18
 QP1599  LAPLACE CORR    -          1.30  (seconds)                    DEFLEC18
 QP1599  DYNAMIC HEIGHT  -        373.549 (meters)     1225.55  (feet) COMP
 QP1599  MODELED GRAVITY -    980,597.8   (mgal)                       NAVD 88
 QP1599
 QP1599  HORZ ORDER      -  THIRD
 QP1599  VERT ORDER      -  SECOND    CLASS I
 QP1599
 QP1599.The horizontal coordinates were established by classical geodetic methods
 QP1599.and adjusted by the National Geodetic Survey in March 1999.
 QP1599
 QP1599.No horizontal observational check was made to the station.
 QP1599
 QP1599.The orthometric height was determined by differential leveling and
 QP1599.adjusted by the NATIONAL GEODETIC SURVEY
 QP1599.in March 2020.
 QP1599
 QP1599.Significant digits in the geoid height do not necessarily reflect accuracy.
 QP1599.GEOID18 height accuracy estimate available here.
 QP1599
 QP1599.Click photographs - Photos may exist for this station.
 QP1599
 QP1599.The Laplace correction was computed from DEFLEC18 derived deflections.
 QP1599
 QP1599.The dynamic height is computed by dividing the NAVD 88
 QP1599.geopotential number by the normal gravity value computed on the
 QP1599.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QP1599.degrees latitude (g = 980.6199 gals.).
 QP1599
 QP1599.The modeled gravity was interpolated from observed gravity values.
 QP1599
 QP1599. The following values were computed from the NAD 83(1996) position.
 QP1599
 QP1599;                    North         East     Units Scale Factor Converg.
 QP1599;SPC MN C     -   205,922.886   670,173.704   MT  0.99994556   -1 12 40.5
 QP1599;SPC MN C     -   675,598.67  2,198,728.23   sFT  0.99994556   -1 12 40.5
 QP1599;UTM  15      - 5,091,613.318   273,318.208   MT  1.00023174   -2 06 08.7
 QP1599;UTM  14      - 5,092,054.709   738,401.753   MT  1.00029877   +2 12 40.4
 QP1599
 QP1599!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QP1599!SPC MN C     -   0.99994557  x   0.99994556  =   0.99989114
 QP1599!UTM  15      -   0.99994557  x   1.00023174  =   1.00017730
 QP1599!UTM  14      -   0.99994557  x   1.00029877  =   1.00024433
 QP1599
 QP1599_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTL7331891613(NAD 83)
 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  NAVD 88 (06/17/14)  373.569  (m)         1225.62   (f) SUPERSEDED  2 1
 QP1599  NAVD 88 (06/15/95)  373.565  (m)         1225.60   (f) SUPERSEDED  2 1
 QP1599  NGVD 29             373.36   (m)         1224.9    (f) LEVELING    3  
 QP1599
 QP1599.Superseded values are not recommended for survey control.
 QP1599
 QP1599.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QP1599.See file dsdata.pdf to determine how the superseded data were derived.
 QP1599
 QP1599_MARKER: DB = BENCH MARK DISK
 QP1599_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 QP1599_STAMPING: 2609 D 1971
 QP1599_MARK LOGO: MNHD
 QP1599_PROJECTION: RECESSED 3 CENTIMETERS
 QP1599_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 QP1599_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QP1599_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QP1599+SATELLITE: SATELLITE OBSERVATIONS - September 08, 2010
 QP1599
 QP1599  HISTORY     - Date     Condition        Report By
 QP1599  HISTORY     - 19710401 MONUMENTED       MNHD
 QP1599  HISTORY     - 1979     GOOD             MNDT
 QP1599  HISTORY     - 20100908 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.
 QP1599
 QP1599                          STATION RECOVERY (2010)
 QP1599
 QP1599'RECOVERY NOTE BY MN DEPT OF TRANSP 2010 (KMS)
 QP1599'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 QP1823 ***********************************************************************
 QP1823  DESIGNATION -  2609 E
 QP1823  PID         -  QP1823
 QP1823  STATE/COUNTY-  MN/GRANT
 QP1823  COUNTRY     -  US
 QP1823  USGS QUAD   -  ELBOW LAKE (2019)
 QP1823
 QP1823                         *CURRENT SURVEY CONTROL
 QP1823  ______________________________________________________________________
 QP1823* NAD 83(1986) POSITION- 45 55 50.16   (N) 095 54 38.96   (W)   HD_HELD1
 QP1823* NAVD 88 ORTHO HEIGHT -   364.275 (meters)     1195.13  (feet) ADJUSTED
 QP1823  ______________________________________________________________________
 QP1823  GEOID HEIGHT    -        -26.344 (meters)                     GEOID18
 QP1823  DYNAMIC HEIGHT  -        364.273 (meters)     1195.12  (feet) COMP
 QP1823  MODELED GRAVITY -    980,597.8   (mgal)                       NAVD 88
 QP1823
 QP1823  VERT ORDER      -  SECOND    CLASS I
 QP1823
 QP1823.The horizontal coordinates were determined by differentially corrected
 QP1823.hand held GPS observations or other comparable positioning techniques
 QP1823.and have an estimated accuracy of +/- 3 meters.
 QP1823
 QP1823.The orthometric height was determined by differential leveling and
 QP1823.adjusted by the NATIONAL GEODETIC SURVEY
 QP1823.in March 2020.
 QP1823
 QP1823.Significant digits in the geoid height do not necessarily reflect accuracy.
 QP1823.GEOID18 height accuracy estimate available here.
 QP1823
 QP1823.Click photographs - Photos may exist for this station.
 QP1823
 QP1823.The dynamic height is computed by dividing the NAVD 88
 QP1823.geopotential number by the normal gravity value computed on the
 QP1823.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QP1823.degrees latitude (g = 980.6199 gals.).
 QP1823
 QP1823.The modeled gravity was interpolated from observed gravity values.
 QP1823
 QP1823;                    North         East    Units  Estimated Accuracy
 QP1823;SPC MN C     -   204,783.0     671,202.8     MT  (+/- 3 meters HH1 GPS) 
 QP1823
 QP1823_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTL7432990457(NAD 83)
 QP1823
 QP1823                          SUPERSEDED SURVEY CONTROL
 QP1823
 QP1823  NAVD 88 (06/15/95)  364.290  (m)         1195.17   (f) SUPERSEDED  2 1
 QP1823
 QP1823.Superseded values are not recommended for survey control.
 QP1823
 QP1823.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QP1823.See file dsdata.pdf to determine how the superseded data were derived.
 QP1823
 QP1823_MARKER: DB = BENCH MARK DISK
 QP1823_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 QP1823_STAMPING: 2609 E 1971
 QP1823_MARK LOGO: MNHD
 QP1823_PROJECTION: PROJECTING 5 CENTIMETERS
 QP1823_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 QP1823_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QP1823_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QP1823+SATELLITE: SATELLITE OBSERVATIONS - September 08, 2010
 QP1823
 QP1823  HISTORY     - Date     Condition        Report By
 QP1823  HISTORY     - 19710401 MONUMENTED       MNHD
 QP1823  HISTORY     - 1979     GOOD             MNDT
 QP1823  HISTORY     - 20100908 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.
 QP1823
 QP1823                          STATION RECOVERY (2010)
 QP1823
 QP1823'RECOVERY NOTE BY MN DEPT OF TRANSP 2010 (KMS)
 QP1823'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 QP1829 ***********************************************************************
 QP1829  DESIGNATION -  2609 G
 QP1829  PID         -  QP1829
 QP1829  STATE/COUNTY-  MN/GRANT
 QP1829  COUNTRY     -  US
 QP1829  USGS QUAD   -  ELBOW LAKE (2019)
 QP1829
 QP1829                         *CURRENT SURVEY CONTROL
 QP1829  ______________________________________________________________________
 QP1829* NAD 83(2011) POSITION- 45 58 09.10710(N) 095 57 12.68797(W)   ADJUSTED
 QP1829* NAD 83(2011) ELLIP HT-   342.935 (meters)        (08/11/14)   ADJUSTED
 QP1829* NAD 83(2011) EPOCH   -  2010.00
 QP1829* NAVD 88 ORTHO HEIGHT -   369.339 (meters)     1211.74  (feet) ADJUSTED
 QP1829  ______________________________________________________________________
 QP1829  GEOID HEIGHT    -        -26.415 (meters)                     GEOID18
 QP1829  NAD 83(2011) X  -   -460,630.313 (meters)                     COMP
 QP1829  NAD 83(2011) Y  - -4,417,067.451 (meters)                     COMP
 QP1829  NAD 83(2011) Z  -  4,563,115.032 (meters)                     COMP
 QP1829  LAPLACE CORR    -          1.33  (seconds)                    DEFLEC18
 QP1829  DYNAMIC HEIGHT  -        369.337 (meters)     1211.73  (feet) COMP
 QP1829  MODELED GRAVITY -    980,597.9   (mgal)                       NAVD 88
 QP1829
 QP1829  VERT ORDER      -  SECOND    CLASS I
 QP1829
 QP1829  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 QP1829  Standards:
 QP1829         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 QP1829            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 QP1829  -------------------------------------------------------------------
 QP1829  NETWORK    0.97   1.47           0.44   0.34   0.75      0.13682250
 QP1829  -------------------------------------------------------------------
 QP1829  Click here for local accuracies and other accuracy information.
 QP1829
 QP1829.The horizontal coordinates were established by GPS observations
 QP1829.and adjusted by the MN DEPT OF TRANSP in August 2014.
 QP1829
 QP1829.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 QP1829.been affixed to the stable North American tectonic plate. See 
 QP1829.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 QP1829
 QP1829.The horizontal coordinates are valid at the epoch date displayed above
 QP1829.which is a decimal equivalence of Year/Month/Day.
 QP1829
 QP1829.The orthometric height was determined by differential leveling and
 QP1829.adjusted by the NATIONAL GEODETIC SURVEY
 QP1829.in March 2020.
 QP1829
 QP1829.Significant digits in the geoid height do not necessarily reflect accuracy.
 QP1829.GEOID18 height accuracy estimate available here.
 QP1829
 QP1829.Click photographs - Photos may exist for this station.
 QP1829
 QP1829.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 QP1829
 QP1829.The Laplace correction was computed from DEFLEC18 derived deflections.
 QP1829
 QP1829.The ellipsoidal height was determined by GPS observations
 QP1829.and is referenced to NAD 83.
 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. The following values were computed from the NAD 83(2011) position.
 QP1829
 QP1829;                    North         East     Units Scale Factor Converg.
 QP1829;SPC MN C     -   209,142.069   667,983.968   MT  0.99994228   -1 13 56.3
 QP1829;SPC MN C     -   686,160.27  2,191,544.07   sFT  0.99994228   -1 13 56.3
 QP1829;UTM  15      - 5,094,867.142   271,178.203   MT  1.00024373   -2 07 27.8
 QP1829;UTM  14      - 5,095,138.476   736,022.885   MT  1.00028488   +2 11 28.8
 QP1829
 QP1829!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QP1829!SPC MN C     -   0.99994624  x   0.99994228  =   0.99988852
 QP1829!UTM  15      -   0.99994624  x   1.00024373  =   1.00018996
 QP1829!UTM  14      -   0.99994624  x   1.00028488  =   1.00023111
 QP1829
 QP1829_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTL7117894867(NAD 83)
 QP1829
 QP1829                          SUPERSEDED SURVEY CONTROL
 QP1829
 QP1829  NAVD 88 (06/15/95)  369.360  (m)         1211.81   (f) SUPERSEDED  2 1
 QP1829
 QP1829.Superseded values are not recommended for survey control.
 QP1829
 QP1829.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QP1829.See file dsdata.pdf to determine how the superseded data were derived.
 QP1829
 QP1829_MARKER: DV = VERTICAL CONTROL DISK
 QP1829_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 QP1829_STAMPING: 2609 G 1979
 QP1829_MARK LOGO: MNHD
 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 - June 21, 2021
 QP1829_ROD/PIPE-DEPTH: 7.3 meters
 QP1829
 QP1829  HISTORY     - Date     Condition        Report By
 QP1829  HISTORY     - 19790401 MONUMENTED       MNHD
 QP1829  HISTORY     - 20040726 GOOD             MNDT
 QP1829  HISTORY     - 20100908 GOOD             MNDT
 QP1829  HISTORY     - 20130604 GOOD             MNDT
 QP1829  HISTORY     - 20210621 GOOD             MNDT
 QP1829
 QP1829                          STATION DESCRIPTION
 QP1829
 QP1829'DESCRIBED BY MN HIGHWAY DEPT 1979
 QP1829'1.45 MI SE FROM ELBOW LAKE.
 QP1829'THE MARK IS LOCATED 1.45 MILES SOUTHEAST ALONG TRUNK HIGHWAY 55 FROM
 QP1829'ITS JUNCTION WITH TRUNK HIGHWAY 54 IN ELBOW LAKE NEAR TRUNK HIGHWAY
 QP1829'55 MILE POINT 33.35 IN THE SW 1/4 OF SECTION 22, T129N, R42W.  THE
 QP1829'MARK IS 72.5 FEET NORTHEAST OF AND ABOUT LEVEL WITH THE CENTERLINE OF
 QP1829'TRUNK HIGHWAY 55, 51 FEET SOUTHWEST OF AND ABOUT LEVEL WITH THE
 QP1829'SOUTHWEST RAIL OF THE SOO LINE RAILROAD, 41 FEET SOUTHEAST OF A STEEL
 QP1829'RIGHT-OF-WAY SIGN POST, 2.4 FEET SOUTHWEST OF A POWER POLE AND 1.8
 QP1829'FEET SOUTHWEST OF A STEEL WITNESS POST.  THE MARK, A STANDARD MNDT
 QP1829'VERTICAL CONTROL MARK DISK STAMPED---2609 G 1979---, IS CRIMPED TO
 QP1829'THE TOP OF A DRIVEN 5/8 IN DIAMETER BY 24 FOOT LONG COPPER-CLAD STEEL
 QP1829'ROD THAT PROJECTS ABOUT 2 INCHES ABOVE THE GROUND.
 QP1829
 QP1829                          STATION RECOVERY (2004)
 QP1829
 QP1829'RECOVERY NOTE BY MN DEPT OF TRANSP 2004 (JE)
 QP1829'1.45 MILES SOUTHEAST OF JUNCTION OF TRUNK HIGHWAY 54 AND TRUNK HIGHWAY
 QP1829'55 IN ELBOW LAKE, AT TRUNK HIGHWAY 55 MILEPOINT 33.35, 72.5 FEET
 QP1829'NORTHEAST OF TRUNK HIGHWAY 55, 51 FEET SOUTHWEST OF SOUTHWEST RAIL OF
 QP1829'RAILROAD, 41 FEET SOUTHEAST OF RIGHT OF WAY POST, 2.4 FEET SOUTHWEST
 QP1829'OF POWER POLE, 0.9 FEET WEST OF WITNESS POST.
 QP1829
 QP1829                          STATION RECOVERY (2010)
 QP1829
 QP1829'RECOVERY NOTE BY MN DEPT OF TRANSP 2010 (KMS)
 QP1829'RECOVERED IN GOOD CONDITION.
 QP1829
 QP1829                          STATION RECOVERY (2013)
 QP1829
 QP1829'RECOVERY NOTE BY MN DEPT OF TRANSP 2013 (BEN)
 QP1829'2.0 MILES SOUTHEAST OF ELBOW LAKE, 1.45 MILES SOUTHEAST ALONG TRUNK
 QP1829'HIGHWAY 55 FROM JUNCTION OF TRUNK HIGHWAY 55 AND TRUNK HIGHWAY 54 IN
 QP1829'ELBOW LAKE, AT TRUNK HIGHWAY 55 MILEPOINT 33.35, 72.5 FEET NORTHEAST
 QP1829'OF TRUNK HIGHWAY 55, 51.0 FEET SOUTHWEST OF SOUTHWEST RAIL OF
 QP1829'RAILROAD, 41.0 FEET SOUTHEAST OF RIGHT-OF-WAY POST, 2.4 FEET SOUTHWEST
 QP1829'OF POWER POLE, 0.9 FOOT WEST OF WITNESS POST.
 QP1829
 QP1829                          STATION RECOVERY (2021)
 QP1829
 QP1829'RECOVERY NOTE BY MN DEPT OF TRANSP 2021 (TJD)
 QP1829'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 QP1818 ***********************************************************************
 QP1818  DESIGNATION -  2609 K
 QP1818  PID         -  QP1818
 QP1818  STATE/COUNTY-  MN/GRANT
 QP1818  COUNTRY     -  US
 QP1818  USGS QUAD   -  ELBOW LAKE (2019)
 QP1818
 QP1818                         *CURRENT SURVEY CONTROL
 QP1818  ______________________________________________________________________
 QP1818* NAD 83(2011) POSITION- 45 54 23.02866(N) 095 53 17.23335(W)   ADJUSTED
 QP1818* NAD 83(2011) ELLIP HT-   326.656 (meters)        (07/17/15)   ADJUSTED
 QP1818* NAD 83(2011) EPOCH   -  2010.00
 QP1818* NAVD 88 ORTHO HEIGHT -   352.963 (meters)     1158.01  (feet) ADJUSTED
 QP1818  ______________________________________________________________________
 QP1818  GEOID HEIGHT    -        -26.301 (meters)                     GEOID18
 QP1818  NAD 83(2011) X  -   -456,101.283 (meters)                     COMP
 QP1818  NAD 83(2011) Y  - -4,422,568.780 (meters)                     COMP
 QP1818  NAD 83(2011) Z  -  4,558,248.791 (meters)                     COMP
 QP1818  LAPLACE CORR    -          1.14  (seconds)                    DEFLEC18
 QP1818  DYNAMIC HEIGHT  -        352.960 (meters)     1158.00  (feet) COMP
 QP1818  MODELED GRAVITY -    980,598.4   (mgal)                       NAVD 88
 QP1818
 QP1818  VERT ORDER      -  SECOND    CLASS I
 QP1818
 QP1818  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 QP1818  Standards:
 QP1818         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 QP1818            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 QP1818  -------------------------------------------------------------------
 QP1818  NETWORK    0.28   0.53           0.13   0.09   0.27      0.01395881
 QP1818  -------------------------------------------------------------------
 QP1818  Click here for local accuracies and other accuracy information.
 QP1818
 QP1818.The horizontal coordinates were established by GPS observations
 QP1818.and adjusted by the MN DEPT OF TRANSP in July 2015.
 QP1818
 QP1818.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 QP1818.been affixed to the stable North American tectonic plate. See 
 QP1818.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 QP1818
 QP1818.The horizontal coordinates are valid at the epoch date displayed above
 QP1818.which is a decimal equivalence of Year/Month/Day.
 QP1818
 QP1818.The orthometric height was determined by differential leveling and
 QP1818.adjusted by the NATIONAL GEODETIC SURVEY
 QP1818.in March 2020.
 QP1818
 QP1818.Significant digits in the geoid height do not necessarily reflect accuracy.
 QP1818.GEOID18 height accuracy estimate available here.
 QP1818
 QP1818.Click photographs - Photos may exist for this station.
 QP1818
 QP1818.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 QP1818
 QP1818.The Laplace correction was computed from DEFLEC18 derived deflections.
 QP1818
 QP1818.The ellipsoidal height was determined by GPS observations
 QP1818.and is referenced to NAD 83.
 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. The following values were computed from the NAD 83(2011) position.
 QP1818
 QP1818;                    North         East     Units Scale Factor Converg.
 QP1818;SPC MN C     -   202,056.839   672,907.426   MT  0.99994983   -1 11 06.0
 QP1818;SPC MN C     -   662,914.81  2,207,697.11   sFT  0.99994983   -1 11 06.0
 QP1818;UTM  15      - 5,087,704.164   275,992.245   MT  1.00021693   -2 04 30.4
 QP1818
 QP1818!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QP1818!SPC MN C     -   0.99994879  x   0.99994983  =   0.99989863
 QP1818!UTM  15      -   0.99994879  x   1.00021693  =   1.00016571
 QP1818
 QP1818_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTL7599287704(NAD 83)
 QP1818
 QP1818                          SUPERSEDED SURVEY CONTROL
 QP1818
 QP1818  NAVD 88 (06/15/95)  352.980  (m)         1158.07   (f) SUPERSEDED  2 1
 QP1818
 QP1818.Superseded values are not recommended for survey control.
 QP1818
 QP1818.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QP1818.See file dsdata.pdf to determine how the superseded data were derived.
 QP1818
 QP1818_MARKER: DB = BENCH MARK DISK
 QP1818_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 QP1818_STAMPING: 2609 K 1979
 QP1818_MARK LOGO: MNHD
 QP1818_PROJECTION: FLUSH
 QP1818_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 QP1818_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QP1818_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QP1818+SATELLITE: SATELLITE OBSERVATIONS - August 11, 2025
 QP1818
 QP1818  HISTORY     - Date     Condition        Report By
 QP1818  HISTORY     - 19790401 MONUMENTED       MNHD
 QP1818  HISTORY     - 20040727 GOOD             MNDT
 QP1818  HISTORY     - 20040727 GOOD             MNDT
 QP1818  HISTORY     - 20100830 GOOD             MNDT
 QP1818  HISTORY     - 20140828 GOOD             MNDT
 QP1818  HISTORY     - 20150211 GOOD             MNDT
 QP1818  HISTORY     - 20250811 GOOD             MNDT
 QP1818
 QP1818                          STATION DESCRIPTION
 QP1818
 QP1818'DESCRIBED BY MN HIGHWAY DEPT 1979
 QP1818'IN BARRETT.
 QP1818'THE MARK IS LOCATED AT THE JUNCTION OF TRUNK HIGHWAYS 55 AND 59 IN
 QP1818'BARRETT NEAR TRUNK HIGHWAY 55 MILE POINT 38.8 IN THE SE 1/4 OF
 QP1818'SECTION 12, T128N, R42W.  THE MARK IS 177 FEET SOUTHWEST OF THE
 QP1818'CENTERLINE OF TRUNK HIGHWAY 55, 149 FEET WEST OF THE CENTER OF THE
 QP1818'SOUTHBOUND RAMP TO TRUNK HIGHWAY 59, 127.9 FEET NORTHEAST OF THE
 QP1818'NORTHEAST CORNER OF THE 1-STORY BRICK BARRETT CARE CENTER BUILDING,
 QP1818'39.2 FEET SOUTH OF A POWER POLE WITH GUY WIRES AND 1 FOOT EAST OF A
 QP1818'STEEL WITNESS POST.  THE MARK, A STANDARD MNDT BENCH MARK DISK
 QP1818'STAMPED---2609 K 1979---, IS SET IN THE TOP OF A MAGNETIG CONCRETE
 QP1818'POST THAT PROJECTS 1 INCH ABOVE THE GROUND.
 QP1818
 QP1818                          STATION RECOVERY (2004)
 QP1818
 QP1818'RECOVERY NOTE BY MN DEPT OF TRANSP 2004 (JE)
 QP1818'IN BARRETT, AT JUNCTION OF TRUNK HIGHWAY 55 AND TRUNK HIGHWAY 59, AT
 QP1818'TRUNK HIGHWAY 55 MILEPOINT 38.8, 177 FEET SOUTHWEST OF TRUNK HIGHWAY
 QP1818'55, 149 FEET WEST OF SOUTHBOUND RAMP TO TRUNK HIGHWAY 59, 127.9 FEET
 QP1818'NORTHEAST OF NORTHEAST CORNER OF BRICK BUILDING, 39.2 FEET SOUTH OF
 QP1818'POWER POLE WITH GUYWIRES, 1.0 FOOT EAST OF WITNESS POST.
 QP1818
 QP1818                          STATION RECOVERY (2004)
 QP1818
 QP1818'RECOVERY NOTE BY MN DEPT OF TRANSP 2004 (JE)
 QP1818'IN BARRETT, AT JUNCTION OF TRUNK HIGHWAY 55 AND TRUNK HIGHWAY 59, AT
 QP1818'TRUNK HIGHWAY 55 MILEPOINT 38.8, 177 FEET SOUTHWEST OF TRUNK HIGHWAY
 QP1818'55, 149 FEET WEST OF SOUTHBOUND RAMP TO TRUNK HIGHWAY 59, 127.9 FEET
 QP1818'NORTHEAST OF NORTHEAST CORNER OF BRICK BUILDING, 39.2 FEET SOUTH OF
 QP1818'POWER POLE WITH GUYWIRES, 1.0 FOOT EAST OF WITNESS POST.
 QP1818
 QP1818                          STATION RECOVERY (2010)
 QP1818
 QP1818'RECOVERY NOTE BY MN DEPT OF TRANSP 2010 (KMS)
 QP1818'RECOVERED IN GOOD CONDITION.
 QP1818
 QP1818                          STATION RECOVERY (2014)
 QP1818
 QP1818'RECOVERY NOTE BY MN DEPT OF TRANSP 2014 (KMS)
 QP1818'RECOVERED AS DESCRIBED.
 QP1818
 QP1818                          STATION RECOVERY (2015)
 QP1818
 QP1818'RECOVERY NOTE BY MN DEPT OF TRANSP 2015 (BXB)
 QP1818'RECOVERED AS DESCRIBED.
 QP1818
 QP1818                          STATION RECOVERY (2025)
 QP1818
 QP1818'RECOVERY NOTE BY MN DEPT OF TRANSP 2025 (MPP)
 QP1818'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 QP1816 ***********************************************************************
 QP1816  CBN         -  This is a Cooperative Base Network Control Station.
 QP1816  DESIGNATION -  2609 M
 QP1816  PID         -  QP1816
 QP1816  STATE/COUNTY-  MN/GRANT
 QP1816  COUNTRY     -  US
 QP1816  USGS QUAD   -  ERDAHL (2019)
 QP1816
 QP1816                         *CURRENT SURVEY CONTROL
 QP1816  ______________________________________________________________________
 QP1816* NAD 83(2011) POSITION- 45 53 32.21149(N) 095 52 21.46404(W)   ADJUSTED
 QP1816* NAD 83(2011) ELLIP HT-   330.835 (meters)        (06/27/12)   ADJUSTED
 QP1816* NAD 83(2011) EPOCH   -  2010.00
 QP1816* NAVD 88 ORTHO HEIGHT -   357.100 (meters)     1171.59  (feet) ADJUSTED
 QP1816  ______________________________________________________________________
 QP1816  GEOID HEIGHT    -        -26.273 (meters)                     GEOID18
 QP1816  NAD 83(2011) X  -   -455,021.090 (meters)                     COMP
 QP1816  NAD 83(2011) Y  - -4,423,815.682 (meters)                     COMP
 QP1816  NAD 83(2011) Z  -  4,557,159.856 (meters)                     COMP
 QP1816  LAPLACE CORR    -          1.68  (seconds)                    DEFLEC18
 QP1816  DYNAMIC HEIGHT  -        357.098 (meters)     1171.58  (feet) COMP
 QP1816  MODELED GRAVITY -    980,599.1   (mgal)                       NAVD 88
 QP1816
 QP1816  VERT ORDER      -  SECOND    CLASS I
 QP1816
 QP1816  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 QP1816  Standards:
 QP1816         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 QP1816            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 QP1816  -------------------------------------------------------------------
 QP1816  NETWORK    0.25   0.45           0.12   0.08   0.23     -0.00973462
 QP1816  -------------------------------------------------------------------
 QP1816  Click here for local accuracies and other accuracy information.
 QP1816
 QP1816.The horizontal coordinates were established by GPS observations
 QP1816.and adjusted by the National Geodetic Survey in June 2012.
 QP1816
 QP1816.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 QP1816.been affixed to the stable North American tectonic plate. See 
 QP1816.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 QP1816
 QP1816.The horizontal coordinates are valid at the epoch date displayed above
 QP1816.which is a decimal equivalence of Year/Month/Day.
 QP1816
 QP1816.The orthometric height was determined by differential leveling and
 QP1816.adjusted by the NATIONAL GEODETIC SURVEY
 QP1816.in March 2020.
 QP1816
 QP1816.Significant digits in the geoid height do not necessarily reflect accuracy.
 QP1816.GEOID18 height accuracy estimate available here.
 QP1816
 QP1816.Click photographs - Photos may exist for this station.
 QP1816
 QP1816.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 QP1816
 QP1816.The Laplace correction was computed from DEFLEC18 derived deflections.
 QP1816
 QP1816.The ellipsoidal height was determined by GPS observations
 QP1816.and is referenced to NAD 83.
 QP1816
 QP1816.The dynamic height is computed by dividing the NAVD 88
 QP1816.geopotential number by the normal gravity value computed on the
 QP1816.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QP1816.degrees latitude (g = 980.6199 gals.).
 QP1816
 QP1816.The modeled gravity was interpolated from observed gravity values.
 QP1816
 QP1816. The following values were computed from the NAD 83(2011) position.
 QP1816
 QP1816;                    North         East     Units Scale Factor Converg.
 QP1816;SPC MN C     -   200,463.535   674,077.015   MT  0.99995169   -1 10 25.6
 QP1816;SPC MN C     -   657,687.45  2,211,534.34   sFT  0.99995169   -1 10 25.6
 QP1816;UTM  15      - 5,086,092.463   277,137.248   MT  1.00021064   -2 03 48.6
 QP1816
 QP1816!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QP1816!SPC MN C     -   0.99994814  x   0.99995169  =   0.99989983
 QP1816!UTM  15      -   0.99994814  x   1.00021064  =   1.00015877
 QP1816
 QP1816_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTL7713786092(NAD 83)
 QP1816
 QP1816                          SUPERSEDED SURVEY CONTROL
 QP1816
 QP1816  NAD 83(2007)-  45 53 32.21149(N)    095 52 21.46506(W) AD(2002.00) 0
 QP1816  ELLIP H (02/10/07)  330.867  (m)                       GP(2002.00)    
 QP1816  NAD 83(1996)-  45 53 32.21103(N)    095 52 21.46455(W) AD(       ) B
 QP1816  ELLIP H (01/15/97)  330.894  (m)                       GP(       ) 4 1
 QP1816  NAVD 88             357.12   (m)         1171.7    (f) LEVELING    3  
 QP1816  NAVD 88 (06/15/95)  357.116  (m)         1171.64   (f) SUPERSEDED  2 1
 QP1816
 QP1816.Superseded values are not recommended for survey control.
 QP1816
 QP1816.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QP1816.See file dsdata.pdf to determine how the superseded data were derived.
 QP1816
 QP1816_MARKER: DV = VERTICAL CONTROL DISK
 QP1816_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 QP1816_STAMPING: 2609 M 1979
 QP1816_MARK LOGO: MNHD
 QP1816_PROJECTION: PROJECTING 3 CENTIMETERS
 QP1816_MAGNETIC: I = MARKER IS A STEEL ROD
 QP1816_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QP1816_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QP1816+SATELLITE: SATELLITE OBSERVATIONS - August 11, 2025
 QP1816_ROD/PIPE-DEPTH: 14.6 meters
 QP1816
 QP1816  HISTORY     - Date     Condition        Report By
 QP1816  HISTORY     - 19790401 MONUMENTED       MNHD
 QP1816  HISTORY     - 19940622 GOOD             MNDT
 QP1816  HISTORY     - 20040727 GOOD             MNDT
 QP1816  HISTORY     - 20040804 GOOD             MNDT
 QP1816  HISTORY     - 20041117 GOOD             MNDT
 QP1816  HISTORY     - 20070926 GOOD             MNDT
 QP1816  HISTORY     - 20100830 GOOD             MNDT
 QP1816  HISTORY     - 20130618 GOOD             MNDT
 QP1816  HISTORY     - 20150210 GOOD             MNDT
 QP1816  HISTORY     - 20151001 GOOD             MNDT
 QP1816  HISTORY     - 20160309 GOOD             MNDT
 QP1816  HISTORY     - 20240725 GOOD             MNDT
 QP1816  HISTORY     - 20241212 GOOD             MNDT
 QP1816  HISTORY     - 20250811 GOOD             MNDT
 QP1816
 QP1816                          STATION DESCRIPTION
 QP1816
 QP1816'DESCRIBED BY MN HIGHWAY DEPT 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'RECOVERED IN GOOD CONDITION.
 QP1816
 QP1816                          STATION RECOVERY (2004)
 QP1816
 QP1816'RECOVERY NOTE BY MN DEPT OF TRANSP 2004 (MPP)
 QP1816'RECOVERED IN GOOD CONDITION.
 QP1816
 QP1816                          STATION RECOVERY (2007)
 QP1816
 QP1816'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (MPP)
 QP1816'RECOVERED IN GOOD CONDITION.
 QP1816
 QP1816                          STATION RECOVERY (2010)
 QP1816
 QP1816'RECOVERY NOTE BY MN DEPT OF TRANSP 2010 (KMS)
 QP1816'RECOVERED IN GOOD CONDITION.
 QP1816
 QP1816                          STATION RECOVERY (2013)
 QP1816
 QP1816'RECOVERY NOTE BY MN DEPT OF TRANSP 2013 (CXJ)
 QP1816'1.5 MILES SOUTHEAST OF BARRETT, 1.25 MILES SOUTHEAST ALONG TRUNK
 QP1816'HIGHWAY 55 FROM JUNCTION OF TRUNK HIGHWAY 55 AND TRUNK HIGHWAY 59 IN
 QP1816'BARRETT, AT TRUNK HIGHWAY 55 MILEPOINT 40.05, 74.0 FEET NORTHEAST OF
 QP1816'TRUNK HIGHWAY 55, 95.0 FEET EAST-SOUTHEAST OF ENTRANCE, 70.0 FEET
 QP1816'SOUTHWEST OF RAILROAD, 69.0 FEET SOUTHEAST OF CABLE MARKER, 2.0 FEET
 QP1816'SOUTHEAST OF RIGHT-OF-WAY POST, 0.9 FOOT SOUTHWEST OF WITNESS POST.
 QP1816
 QP1816                          STATION RECOVERY (2015)
 QP1816
 QP1816'RECOVERY NOTE BY MN DEPT OF TRANSP 2015 (TXD)
 QP1816'RECOVERED AS DESCRIBED.
 QP1816
 QP1816                          STATION RECOVERY (2015)
 QP1816
 QP1816'RECOVERY NOTE BY MN DEPT OF TRANSP 2015 (MPP)
 QP1816'RECOVERED IN GOOD CONDITION.
 QP1816
 QP1816                          STATION RECOVERY (2016)
 QP1816
 QP1816'RECOVERY NOTE BY MN DEPT OF TRANSP 2016 (TXD)
 QP1816'RECOVERED IN GOOD CONDITION.
 QP1816
 QP1816                          STATION RECOVERY (2024)
 QP1816
 QP1816'RECOVERY NOTE BY MN DEPT OF TRANSP 2024 (LAG)
 QP1816'RECOVERED AS DESCRIBED.
 QP1816
 QP1816                          STATION RECOVERY (2024)
 QP1816
 QP1816'RECOVERY NOTE BY MN DEPT OF TRANSP 2024 (MPP)
 QP1816'RECOVERED AS DESCRIBED.
 QP1816
 QP1816                          STATION RECOVERY (2025)
 QP1816
 QP1816'RECOVERY NOTE BY MN DEPT OF TRANSP 2025 (MPP)
 QP1816'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 QP1813 ***********************************************************************
 QP1813  DESIGNATION -  2609 N
 QP1813  PID         -  QP1813
 QP1813  STATE/COUNTY-  MN/GRANT
 QP1813  COUNTRY     -  US
 QP1813  USGS QUAD   -  ERDAHL (2019)
 QP1813
 QP1813                         *CURRENT SURVEY CONTROL
 QP1813  ______________________________________________________________________
 QP1813* NAD 83(2011) POSITION- 45 53 19.12072(N) 095 51 43.91484(W)   ADJUSTED
 QP1813* NAD 83(2011) ELLIP HT-   346.002 (meters)        (01/07/26)   ADJUSTED
 QP1813* NAD 83(2011) EPOCH   -  2010.00
 QP1813* NAVD 88 ORTHO HEIGHT -   372.245 (meters)     1221.27  (feet) ADJUSTED
 QP1813  ______________________________________________________________________
 QP1813  GEOID HEIGHT    -        -26.261 (meters)                     GEOID18
 QP1813  NAD 83(2011) X  -   -454,246.475 (meters)                     COMP
 QP1813  NAD 83(2011) Y  - -4,424,197.644 (meters)                     COMP
 QP1813  NAD 83(2011) Z  -  4,556,889.412 (meters)                     COMP
 QP1813  LAPLACE CORR    -          1.72  (seconds)                    DEFLEC18
 QP1813  DYNAMIC HEIGHT  -        372.243 (meters)     1221.27  (feet) COMP
 QP1813  MODELED GRAVITY -    980,599.0   (mgal)                       NAVD 88
 QP1813
 QP1813  VERT ORDER      -  SECOND    CLASS I
 QP1813
 QP1813  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 QP1813  Standards:
 QP1813         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 QP1813            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 QP1813  -------------------------------------------------------------------
 QP1813  NETWORK    0.42   0.76           0.19   0.15   0.39     -0.00828483
 QP1813  -------------------------------------------------------------------
 QP1813  Click here for local accuracies and other accuracy information.
 QP1813
 QP1813.The horizontal coordinates were established by GPS observations
 QP1813.and adjusted by the MN DEPT OF TRANSP in January 2026.
 QP1813
 QP1813.Refers to NAD 83 (2011) epoch 2010.00 coordinates where the reference 
 QP1813.frame has been affixed to the stable North American tectonic plate 
 QP1813
 QP1813.The horizontal coordinates are valid at the epoch date displayed above
 QP1813.which is a decimal equivalence of Year/Month/Day.
 QP1813
 QP1813.The orthometric height was determined by differential leveling and
 QP1813.adjusted by the NATIONAL GEODETIC SURVEY
 QP1813.in March 2020.
 QP1813
 QP1813.Significant digits in the geoid height do not necessarily reflect accuracy.
 QP1813.GEOID18 height accuracy estimate available here.
 QP1813
 QP1813.Click photographs - Photos may exist for this station.
 QP1813
 QP1813.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 QP1813
 QP1813.The Laplace correction was computed from DEFLEC18 derived deflections.
 QP1813
 QP1813.The ellipsoidal height was determined by GPS observations
 QP1813.and is referenced to NAD 83.
 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. The following values were computed from the NAD 83(2011) position.
 QP1813
 QP1813;                    North         East     Units Scale Factor Converg.
 QP1813;SPC MN C     -   200,042.934   674,878.115   MT  0.99995217   -1 09 58.5
 QP1813;SPC MN C     -   656,307.53  2,214,162.62   sFT  0.99995217   -1 09 58.5
 QP1813;UTM  15      - 5,085,659.363   277,931.925   MT  1.00020629   -2 03 21.1
 QP1813
 QP1813!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QP1813!SPC MN C     -   0.99994576  x   0.99995217  =   0.99989793
 QP1813!UTM  15      -   0.99994576  x   1.00020629  =   1.00015204
 QP1813
 QP1813_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTL7793185659(NAD 83)
 QP1813
 QP1813                          SUPERSEDED SURVEY CONTROL
 QP1813
 QP1813  NAVD 88 (06/15/95)  372.258  (m)         1221.32   (f) SUPERSEDED  2 1
 QP1813
 QP1813.Superseded values are not recommended for survey control.
 QP1813
 QP1813.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QP1813.See file dsdata.pdf to determine how the superseded data were derived.
 QP1813
 QP1813_MARKER: DV = VERTICAL CONTROL DISK
 QP1813_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 QP1813_STAMPING: 2609 N 1979
 QP1813_MARK LOGO: MNHD
 QP1813_PROJECTION: FLUSH
 QP1813_MAGNETIC: I = MARKER IS A STEEL ROD
 QP1813_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QP1813_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QP1813+SATELLITE: SATELLITE OBSERVATIONS - August 11, 2025
 QP1813
 QP1813  HISTORY     - Date     Condition        Report By
 QP1813  HISTORY     - 1979     MONUMENTED       MNDT
 QP1813  HISTORY     - 20100830 GOOD             MNDT
 QP1813  HISTORY     - 20250811 GOOD             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.
 QP1813
 QP1813                          STATION RECOVERY (2010)
 QP1813
 QP1813'RECOVERY NOTE BY MN DEPT OF TRANSP 2010 (KMS)
 QP1813'2.0 MILES SOUTHEAST OF BARRETT, 1.85 MILES SOUTHEAST ALONG TRUNK
 QP1813'HIGHWAY 55 FROM JUNCTION OF TRUNK HIGHWAY 55 AND TRUNK HIGHWAY 59 IN
 QP1813'BARRETT, AT TRUNK HIGHWAY 55 MILEPOINT 40.65, 235.5 FEET NORTHEAST OF
 QP1813'TRUNK HIGHWAY 55, 80.5 FEET EAST-SOUTHEAST OF POWER POLE, 42.0 FEET
 QP1813'EAST OF 150TH AVENUE, 21.1 FEET EAST-NORTHEAST OF NORTHEAST CORNER OF
 QP1813'WOOD WINGWALL ON RAILROAD BRIDGE, 1.8 FEET SOUTHWEST OF CUT-OFF
 QP1813'TELEPHONE POLE, 0.8 FOOT SOUTHWEST OF WITNESS POST.
 QP1813
 QP1813                          STATION RECOVERY (2025)
 QP1813
 QP1813'RECOVERY NOTE BY MN DEPT OF TRANSP 2025 (MPP)
 QP1813'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 QP1812 ***********************************************************************
 QP1812  DESIGNATION -  2609 P
 QP1812  PID         -  QP1812
 QP1812  STATE/COUNTY-  MN/GRANT
 QP1812  COUNTRY     -  US
 QP1812  USGS QUAD   -  ERDAHL (2019)
 QP1812
 QP1812                         *CURRENT SURVEY CONTROL
 QP1812  ______________________________________________________________________
 QP1812* NAD 83(1986) POSITION- 45 52 58.08   (N) 095 50 45.91   (W)   HD_HELD1
 QP1812* NAVD 88 ORTHO HEIGHT -   367.579 (meters)     1205.97  (feet) ADJUSTED
 QP1812  ______________________________________________________________________
 QP1812  GEOID HEIGHT    -        -26.243 (meters)                     GEOID18
 QP1812  DYNAMIC HEIGHT  -        367.577 (meters)     1205.96  (feet) COMP
 QP1812  MODELED GRAVITY -    980,598.2   (mgal)                       NAVD 88
 QP1812
 QP1812  VERT ORDER      -  SECOND    CLASS I
 QP1812
 QP1812.The horizontal coordinates were determined by differentially corrected
 QP1812.hand held GPS observations or other comparable positioning techniques
 QP1812.and have an estimated accuracy of +/- 3 meters.
 QP1812
 QP1812.The orthometric height was determined by differential leveling and
 QP1812.adjusted by the NATIONAL GEODETIC SURVEY
 QP1812.in March 2020.
 QP1812
 QP1812.Significant digits in the geoid height do not necessarily reflect accuracy.
 QP1812.GEOID18 height accuracy estimate available here.
 QP1812
 QP1812.Click photographs - Photos may exist for this station.
 QP1812
 QP1812.The dynamic height is computed by dividing the NAVD 88
 QP1812.geopotential number by the normal gravity value computed on the
 QP1812.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QP1812.degrees latitude (g = 980.6199 gals.).
 QP1812
 QP1812.The modeled gravity was interpolated from observed gravity values.
 QP1812
 QP1812;                    North         East    Units  Estimated Accuracy
 QP1812;SPC MN C     -   199,368.1     676,115.3     MT  (+/- 3 meters HH1 GPS) 
 QP1812
 QP1812_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTL7915884965(NAD 83)
 QP1812
 QP1812                          SUPERSEDED SURVEY CONTROL
 QP1812
 QP1812  NAVD 88 (06/15/95)  367.591  (m)         1206.00   (f) SUPERSEDED  2 1
 QP1812
 QP1812.Superseded values are not recommended for survey control.
 QP1812
 QP1812.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QP1812.See file dsdata.pdf to determine how the superseded data were derived.
 QP1812
 QP1812_MARKER: DV = VERTICAL CONTROL DISK
 QP1812_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 QP1812_STAMPING: 2609 P 1979
 QP1812_MARK LOGO: MNHD
 QP1812_PROJECTION: PROJECTING 5 CENTIMETERS
 QP1812_MAGNETIC: I = MARKER IS A STEEL ROD
 QP1812_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QP1812_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QP1812+SATELLITE: SATELLITE OBSERVATIONS - August 30, 2010
 QP1812
 QP1812  HISTORY     - Date     Condition        Report By
 QP1812  HISTORY     - 1979     MONUMENTED       MNDT
 QP1812  HISTORY     - 20100830 GOOD             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.
 QP1812
 QP1812                          STATION RECOVERY (2010)
 QP1812
 QP1812'RECOVERY NOTE BY MN DEPT OF TRANSP 2010 (KMS)
 QP1812'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 QP1810 ***********************************************************************
 QP1810  DESIGNATION -  2609 R
 QP1810  PID         -  QP1810
 QP1810  STATE/COUNTY-  MN/GRANT
 QP1810  COUNTRY     -  US
 QP1810  USGS QUAD   -  HOFFMAN (2019)
 QP1810
 QP1810                         *CURRENT SURVEY CONTROL
 QP1810  ______________________________________________________________________
 QP1810* NAD 83(1986) POSITION- 45 51 53.41   (N) 095 49 40.31   (W)   HD_HELD1
 QP1810* NAVD 88 ORTHO HEIGHT -   374.554 (meters)     1228.85  (feet) ADJUSTED
 QP1810  ______________________________________________________________________
 QP1810  GEOID HEIGHT    -        -26.206 (meters)                     GEOID18
 QP1810  DYNAMIC HEIGHT  -        374.551 (meters)     1228.84  (feet) COMP
 QP1810  MODELED GRAVITY -    980,596.6   (mgal)                       NAVD 88
 QP1810
 QP1810  VERT ORDER      -  SECOND    CLASS I
 QP1810
 QP1810.The horizontal coordinates were determined by differentially corrected
 QP1810.hand held GPS observations or other comparable positioning techniques
 QP1810.and have an estimated accuracy of +/- 3 meters.
 QP1810
 QP1810.The orthometric height was determined by differential leveling and
 QP1810.adjusted by the NATIONAL GEODETIC SURVEY
 QP1810.in March 2020.
 QP1810
 QP1810.Significant digits in the geoid height do not necessarily reflect accuracy.
 QP1810.GEOID18 height accuracy estimate available here.
 QP1810
 QP1810.Click photographs - Photos may exist for this station.
 QP1810
 QP1810.The dynamic height is computed by dividing the NAVD 88
 QP1810.geopotential number by the normal gravity value computed on the
 QP1810.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QP1810.degrees latitude (g = 980.6199 gals.).
 QP1810
 QP1810.The modeled gravity was interpolated from observed gravity values.
 QP1810
 QP1810;                    North         East    Units  Estimated Accuracy
 QP1810;SPC MN C     -   197,343.6     677,489.7     MT  (+/- 3 meters HH1 GPS) 
 QP1810
 QP1810_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTL8050182919(NAD 83)
 QP1810
 QP1810                          SUPERSEDED SURVEY CONTROL
 QP1810
 QP1810  NAVD 88 (06/15/95)  374.560  (m)         1228.87   (f) SUPERSEDED  2 1
 QP1810
 QP1810.Superseded values are not recommended for survey control.
 QP1810
 QP1810.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QP1810.See file dsdata.pdf to determine how the superseded data were derived.
 QP1810
 QP1810_MARKER: DV = VERTICAL CONTROL DISK
 QP1810_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 QP1810_STAMPING: 2609 R 1979
 QP1810_MARK LOGO: MNHD
 QP1810_PROJECTION: PROJECTING 5 CENTIMETERS
 QP1810_MAGNETIC: I = MARKER IS A STEEL ROD
 QP1810_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QP1810_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 QP1810+SATELLITE: SATELLITE OBSERVATIONS - July 07, 2009
 QP1810
 QP1810  HISTORY     - Date     Condition        Report By
 QP1810  HISTORY     - 1979     MONUMENTED       MNDT
 QP1810  HISTORY     - 20090707 GOOD             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.
 QP1810
 QP1810                          STATION RECOVERY (2009)
 QP1810
 QP1810'RECOVERY NOTE BY MN DEPT OF TRANSP 2009 (JBG)
 QP1810'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DO8484 ***********************************************************************
 DO8484  DESIGNATION -  2609 T RESET
 DO8484  PID         -  DO8484
 DO8484  STATE/COUNTY-  MN/GRANT
 DO8484  COUNTRY     -  US
 DO8484  USGS QUAD   -  HOFFMAN (2019)
 DO8484
 DO8484                         *CURRENT SURVEY CONTROL
 DO8484  ______________________________________________________________________
 DO8484* NAD 83(2011) POSITION- 45 50 54.49966(N) 095 48 45.62235(W)   ADJUSTED
 DO8484* NAD 83(2011) ELLIP HT-   354.255 (meters)        (01/07/26)   ADJUSTED
 DO8484* NAD 83(2011) EPOCH   -  2010.00
 DO8484* NAVD 88 ORTHO HEIGHT -   380.421 (meters)     1248.10  (feet) ADJUSTED
 DO8484  ______________________________________________________________________
 DO8484  GEOID HEIGHT    -        -26.175 (meters)                     GEOID18
 DO8484  NAD 83(2011) X  -   -450,747.261 (meters)                     COMP
 DO8484  NAD 83(2011) Y  - -4,427,782.867 (meters)                     COMP
 DO8484  NAD 83(2011) Z  -  4,553,786.068 (meters)                     COMP
 DO8484  LAPLACE CORR    -          1.49  (seconds)                    DEFLEC18
 DO8484  DYNAMIC HEIGHT  -        380.417 (meters)     1248.08  (feet) COMP
 DO8484  MODELED GRAVITY -    980,594.8   (mgal)                       NAVD 88
 DO8484
 DO8484  VERT ORDER      -  SECOND    CLASS I
 DO8484
 DO8484  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DO8484  Standards:
 DO8484         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DO8484            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DO8484  -------------------------------------------------------------------
 DO8484  NETWORK    0.52   0.88           0.24   0.17   0.45     -0.03826864
 DO8484  -------------------------------------------------------------------
 DO8484  Click here for local accuracies and other accuracy information.
 DO8484
 DO8484.The horizontal coordinates were established by GPS observations
 DO8484.and adjusted by the MN DEPT OF TRANSP in January 2026.
 DO8484
 DO8484.Refers to NAD 83 (2011) epoch 2010.00 coordinates where the reference 
 DO8484.frame has been affixed to the stable North American tectonic plate 
 DO8484
 DO8484.The horizontal coordinates are valid at the epoch date displayed above
 DO8484.which is a decimal equivalence of Year/Month/Day.
 DO8484
 DO8484.The orthometric height was determined by differential leveling and
 DO8484.adjusted by the NATIONAL GEODETIC SURVEY
 DO8484.in March 2020.
 DO8484
 DO8484.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO8484.GEOID18 height accuracy estimate available here.
 DO8484
 DO8484.Click photographs - Photos may exist for this station.
 DO8484
 DO8484.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DO8484
 DO8484.The Laplace correction was computed from DEFLEC18 derived deflections.
 DO8484
 DO8484.The ellipsoidal height was determined by GPS observations
 DO8484.and is referenced to NAD 83.
 DO8484
 DO8484.The dynamic height is computed by dividing the NAVD 88
 DO8484.geopotential number by the normal gravity value computed on the
 DO8484.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO8484.degrees latitude (g = 980.6199 gals.).
 DO8484
 DO8484.The modeled gravity was interpolated from observed gravity values.
 DO8484
 DO8484. The following values were computed from the NAD 83(2011) position.
 DO8484
 DO8484;                    North         East     Units Scale Factor Converg.
 DO8484;SPC MN C     -   195,501.844   678,633.187   MT  0.99995784   -1 07 49.5
 DO8484;SPC MN C     -   641,408.97  2,226,482.38   sFT  0.99995784   -1 07 49.5
 DO8484;UTM  15      - 5,081,059.445   281,616.973   MT  1.00018634   -2 01 08.0
 DO8484
 DO8484!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DO8484!SPC MN C     -   0.99994447  x   0.99995784  =   0.99990231
 DO8484!UTM  15      -   0.99994447  x   1.00018634  =   1.00013080
 DO8484
 DO8484_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTL8161681059(NAD 83)
 DO8484
 DO8484                          SUPERSEDED SURVEY CONTROL
 DO8484
 DO8484  NAVD 88 (06/17/14)  380.423  (m)         1248.10   (f) SUPERSEDED  2 1
 DO8484
 DO8484.Superseded values are not recommended for survey control.
 DO8484
 DO8484.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DO8484.See file dsdata.pdf to determine how the superseded data were derived.
 DO8484
 DO8484_MARKER: DV = VERTICAL CONTROL DISK
 DO8484_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DO8484_STAMPING: 2609 T RESET 1994
 DO8484_MARK LOGO: MNDT
 DO8484_PROJECTION: FLUSH
 DO8484_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DO8484_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DO8484_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DO8484+SATELLITE: SATELLITE OBSERVATIONS - August 11, 2025
 DO8484_ROD/PIPE-DEPTH: 7.3 meters
 DO8484
 DO8484  HISTORY     - Date     Condition        Report By
 DO8484  HISTORY     - 19940401 MONUMENTED       MNDT
 DO8484  HISTORY     - 20140826 GOOD             MNDT
 DO8484  HISTORY     - 20210622 GOOD             MNDT
 DO8484  HISTORY     - 20250811 GOOD             MNDT
 DO8484
 DO8484                          STATION DESCRIPTION
 DO8484
 DO8484'DESCRIBED BY MN DEPT OF TRANSP 1994 (KMS)
 DO8484'1.5 MILES NORTHWEST OF HOFFMAN, 1.3 MILES NORTHWEST ALONG TRUNK
 DO8484'HIGHWAY 55 FROM JUNCTION OF TRUNK HIGHWAY 55 AND TRUNK HIGHWAY 27 IN
 DO8484'HOFFMAN, AT TRUNK HIGHWAY 55 MILEPOINT 44.35, 72.3 FEET NORTHEAST OF
 DO8484'TRUNK HIGHWAY 55, 49.0 FEET NORTHEAST OF SOUTHWEST RAIL OF RAILROAD
 DO8484'TRACKS, 19.6 FEET NORTHWEST OF FIELD ENTRANCE, 2.0 FEET SOUTHWEST OF
 DO8484'WITNESS POST.
 DO8484
 DO8484                          STATION RECOVERY (2014)
 DO8484
 DO8484'RECOVERY NOTE BY MN DEPT OF TRANSP 2014 (MAS)
 DO8484'1.5 MI (2.4 KM) NORTHWEST OF HOFFMAN, 1.3 MI (2.1 KM) NORTHWEST ALONG
 DO8484'TRUNK HIGHWAY 55  FROM THE JUNCTION OF TRUNK HIGHWAY 55 AND TRUNK
 DO8484'HIGHWAY 27 IN HOFFMAN, AT TRUNK HIGHWAY 55 MILE POINT 44.35, 72.3 FT
 DO8484'(22.0 M) NORTHEAST OF TRUNK HIGHWAY 55, 49.0 FT (14.9 M) SOUTHWEST OF
 DO8484'SOUTHWEST RAIL OF RAILROAD TRACKS, 19.6 FT (6.0 M) NORTHWEST OF A
 DO8484'FIELD ENTRANCE, 2.0 FT (0.6 M) SOUTHEAST OF A WITNESS POST.
 DO8484
 DO8484                          STATION RECOVERY (2021)
 DO8484
 DO8484'RECOVERY NOTE BY MN DEPT OF TRANSP 2021 (TJD)
 DO8484'RECOVERED IN GOOD CONDITION.
 DO8484
 DO8484                          STATION RECOVERY (2025)
 DO8484
 DO8484'RECOVERY NOTE BY MN DEPT OF TRANSP 2025 (MPP)
 DO8484'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 QP1807 ***********************************************************************
 QP1807  DESIGNATION -  2609 U
 QP1807  PID         -  QP1807
 QP1807  STATE/COUNTY-  MN/GRANT
 QP1807  COUNTRY     -  US
 QP1807  USGS QUAD   -  HOFFMAN (2019)
 QP1807
 QP1807                         *CURRENT SURVEY CONTROL
 QP1807  ______________________________________________________________________
 QP1807* NAD 83(1986) POSITION- 45 50 16.46   (N) 095 48 08.05   (W)   HD_HELD1
 QP1807* NAVD 88 ORTHO HEIGHT -   379.681 (meters)     1245.67  (feet) ADJUSTED
 QP1807  ______________________________________________________________________
 QP1807  GEOID HEIGHT    -        -26.156 (meters)                     GEOID18
 QP1807  DYNAMIC HEIGHT  -        379.677 (meters)     1245.66  (feet) COMP
 QP1807  MODELED GRAVITY -    980,593.7   (mgal)                       NAVD 88
 QP1807
 QP1807  VERT ORDER      -  SECOND    CLASS I
 QP1807
 QP1807.The horizontal coordinates were determined by differentially corrected
 QP1807.hand held GPS observations or other comparable positioning techniques
 QP1807.and have an estimated accuracy of +/- 3 meters.
 QP1807
 QP1807.The orthometric height was determined by differential leveling and
 QP1807.adjusted by the NATIONAL GEODETIC SURVEY
 QP1807.in June 2014.
 QP1807
 QP1807.Significant digits in the geoid height do not necessarily reflect accuracy.
 QP1807.GEOID18 height accuracy estimate available here.
 QP1807
 QP1807.Click photographs - Photos may exist for this station.
 QP1807
 QP1807.The dynamic height is computed by dividing the NAVD 88
 QP1807.geopotential number by the normal gravity value computed on the
 QP1807.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QP1807.degrees latitude (g = 980.6199 gals.).
 QP1807
 QP1807.The modeled gravity was interpolated from observed gravity values.
 QP1807
 QP1807;                    North         East    Units  Estimated Accuracy
 QP1807;SPC MN C     -   194,311.7     679,420.7     MT  (+/- 3 meters HH1 GPS) 
 QP1807
 QP1807_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTL8238679856(NAD 83)
 QP1807
 QP1807                          SUPERSEDED SURVEY CONTROL
 QP1807
 QP1807  NAVD 88 (06/15/95)  379.679  (m)         1245.66   (f) SUPERSEDED  2 1
 QP1807
 QP1807.Superseded values are not recommended for survey control.
 QP1807
 QP1807.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QP1807.See file dsdata.pdf to determine how the superseded data were derived.
 QP1807
 QP1807_MARKER: DV = VERTICAL CONTROL DISK
 QP1807_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 QP1807_STAMPING: 2609 U 1979
 QP1807_MARK LOGO: MNHD
 QP1807_PROJECTION: FLUSH
 QP1807_MAGNETIC: I = MARKER IS A STEEL ROD
 QP1807_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QP1807_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 QP1807+SATELLITE: SATELLITE OBSERVATIONS - August 26, 2014
 QP1807
 QP1807  HISTORY     - Date     Condition        Report By
 QP1807  HISTORY     - 19790401 MONUMENTED       MNHD
 QP1807  HISTORY     - 20100830 GOOD             MNDT
 QP1807  HISTORY     - 20140826 GOOD             MNDT
 QP1807
 QP1807                          STATION DESCRIPTION
 QP1807
 QP1807'DESCRIBED BY MN HIGHWAY DEPT 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.
 QP1807
 QP1807                          STATION RECOVERY (2010)
 QP1807
 QP1807'RECOVERY NOTE BY MN DEPT OF TRANSP 2010 (MPP)
 QP1807'THE VERTICAL CONTROL MARK IS LOCATED ABOUT 10.7 MI (17.2 KM) SOUTH OF
 QP1807'ERDAHL, 6.6 MI (10.6 KM) NORTHWEST OF KENSINGTON AND 0.45 MI (0.7 KM)
 QP1807'NORTHWEST OF HOFFMAN.
 QP1807'
 QP1807'NORTHWEST OF HOFFMAN, 0.45 MI (0.7 KM) NORTHWEST ALONG TRUNK HIGHWAY
 QP1807'55 FROM THE JUNCTION OF TRUNK HIGHWAY 55 AND MAIN AVENUE IN HOFFMAN.
 QP1807'
 QP1807'THE VERTICAL CONTROL MARK IS FOUND 108.8 FT (33.2 M) NORTHEAST OF
 QP1807'TRUNK HIGHWAY 55, 19.8 FT (6.0 M) SOUTHWEST OF SOUTHWEST RAIL OF
 QP1807'RAILROAD, 27.0 FT (8.2 M) SOUTHEAST OF A FIELD ROAD, 34.8 FT (10.6 M)
 QP1807'NORTH-NORTHWEST OF A CABLE MARKER AND 0.7 FT (21 CM) SOUTHWEST OF A
 QP1807'WITNESS POST.
 QP1807
 QP1807                          STATION RECOVERY (2014)
 QP1807
 QP1807'RECOVERY NOTE BY MN DEPT OF TRANSP 2014 (KMS)
 QP1807'0.45 MI (0.7 KM) NORTHWEST OF HOFFMAN, 0.45 MI (0.7 KM) NORTHWEST
 QP1807'ALONG TRUNK HIGHWAY 55  FROM THE JUNCTION OF TRUNK HIGHWAY 55 AND MAIN
 QP1807'AVENUE IN HOFFMAN, 108.8 FT (33.2 M) NORTHEAST OF TRUNK HIGHWAY 55,
 QP1807'19.8 FT (6.0 M) SOUTHWEST OF SOUTHWEST RAIL OF RAILROAD, 27.0 FT (8.2
 QP1807'M) SOUTHEAST OF FIELD ROAD, 34.8 FT (10.6 M) NORTH-NORTHWEST OF CABLE
 QP1807'MARKER, 29.2 FT (8.9 M) NORTHEAST OF STATION JAKE 11, 0.7 FT (21 CM)
 QP1807'SOUTHWEST OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 QP1803 ***********************************************************************
 QP1803  DESIGNATION -  2609 Y
 QP1803  PID         -  QP1803
 QP1803  STATE/COUNTY-  MN/GRANT
 QP1803  COUNTRY     -  US
 QP1803  USGS QUAD   -  HOFFMAN (2019)
 QP1803
 QP1803                         *CURRENT SURVEY CONTROL
 QP1803  ______________________________________________________________________
 QP1803* NAD 83(2011) POSITION- 45 49 16.95964(N) 095 47 01.64837(W)   ADJUSTED
 QP1803* NAD 83(2011) ELLIP HT-   353.376 (meters)        (09/16/13)   ADJUSTED
 QP1803* NAD 83(2011) EPOCH   -  2010.00
 QP1803* NAVD 88 ORTHO HEIGHT -   379.497 (meters)     1245.07  (feet) ADJUSTED
 QP1803  ______________________________________________________________________
 QP1803  GEOID HEIGHT    -        -26.126 (meters)                     GEOID18
 QP1803  NAD 83(2011) X  -   -448,732.897 (meters)                     COMP
 QP1803  NAD 83(2011) Y  - -4,430,158.284 (meters)                     COMP
 QP1803  NAD 83(2011) Z  -  4,551,687.127 (meters)                     COMP
 QP1803  LAPLACE CORR    -          1.47  (seconds)                    DEFLEC18
 QP1803  DYNAMIC HEIGHT  -        379.493 (meters)     1245.05  (feet) COMP
 QP1803  MODELED GRAVITY -    980,591.9   (mgal)                       NAVD 88
 QP1803
 QP1803  VERT ORDER      -  SECOND    CLASS I
 QP1803
 QP1803  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 QP1803  Standards:
 QP1803         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 QP1803            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 QP1803  -------------------------------------------------------------------
 QP1803  NETWORK    0.47   0.47           0.21   0.17   0.24      0.03397057
 QP1803  -------------------------------------------------------------------
 QP1803  Click here for local accuracies and other accuracy information.
 QP1803
 QP1803.The horizontal coordinates were established by GPS observations
 QP1803.and adjusted by the MN DEPT OF TRANSP in September 2013.
 QP1803
 QP1803.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 QP1803.been affixed to the stable North American tectonic plate. See 
 QP1803.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 QP1803
 QP1803.The horizontal coordinates are valid at the epoch date displayed above
 QP1803.which is a decimal equivalence of Year/Month/Day.
 QP1803
 QP1803.The orthometric height was determined by differential leveling and
 QP1803.adjusted by the NATIONAL GEODETIC SURVEY
 QP1803.in June 2014.
 QP1803
 QP1803.Significant digits in the geoid height do not necessarily reflect accuracy.
 QP1803.GEOID18 height accuracy estimate available here.
 QP1803
 QP1803.Click photographs - Photos may exist for this station.
 QP1803
 QP1803.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 QP1803
 QP1803.The Laplace correction was computed from DEFLEC18 derived deflections.
 QP1803
 QP1803.The ellipsoidal height was determined by GPS observations
 QP1803.and is referenced to NAD 83.
 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. The following values were computed from the NAD 83(2011) position.
 QP1803
 QP1803;                    North         East     Units Scale Factor Converg.
 QP1803;SPC MN C     -   192,447.186   680,817.720   MT  0.99996193   -1 06 34.3
 QP1803;SPC MN C     -   631,387.14  2,233,649.47   sFT  0.99996193   -1 06 34.3
 QP1803;UTM  15      - 5,077,970.614   283,754.371   MT  1.00017492   -1 59 50.0
 QP1803
 QP1803!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QP1803!SPC MN C     -   0.99994460  x   0.99996193  =   0.99990654
 QP1803!UTM  15      -   0.99994460  x   1.00017492  =   1.00011951
 QP1803
 QP1803_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTL8375477970(NAD 83)
 QP1803
 QP1803                          SUPERSEDED SURVEY CONTROL
 QP1803
 QP1803  NAVD 88 (06/15/95)  379.490  (m)         1245.04   (f) SUPERSEDED  2 1
 QP1803
 QP1803.Superseded values are not recommended for survey control.
 QP1803
 QP1803.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QP1803.See file dsdata.pdf to determine how the superseded data were derived.
 QP1803
 QP1803_MARKER: DV = VERTICAL CONTROL DISK
 QP1803_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 QP1803_STAMPING: 2609 Y 1979
 QP1803_MARK LOGO: MNHD
 QP1803_PROJECTION: FLUSH
 QP1803_MAGNETIC: I = MARKER IS A STEEL ROD
 QP1803_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QP1803_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 QP1803+SATELLITE: SATELLITE OBSERVATIONS - August 26, 2014
 QP1803
 QP1803  HISTORY     - Date     Condition        Report By
 QP1803  HISTORY     - 19790401 MONUMENTED       MNHD
 QP1803  HISTORY     - 20051025 GOOD             MNDT
 QP1803  HISTORY     - 20100812 GOOD             MNDT
 QP1803  HISTORY     - 20130613 GOOD             MNDT
 QP1803  HISTORY     - 20130618 GOOD             MNDT
 QP1803  HISTORY     - 20140826 GOOD             MNDT
 QP1803
 QP1803                          STATION DESCRIPTION
 QP1803
 QP1803'DESCRIBED BY MN HIGHWAY DEPT 1979
 QP1803'0.7 MI SE FROM HOFFMAN.
 QP1803'THE MARK IS LOCATED 0.7 MILE SOUTHEAST ALONG TRUNK HIGHWAY 55 FROM
 QP1803'ITS JUNCTION WITH MAIN AVENUE IN HOFFMAN NEAR TRUNK HIGHWAY MILE
 QP1803'POINT 46.7 IN THE SE 1/4 OF SECTION 11, T127N, R41W.  THE MARK IS 190
 QP1803'FEET NORTHEAST OF THE CENTERLINE OF TRUNK HIGHWAY 55, 93 FEET
 QP1803'NORTH-NORTHEAST OF A POWER POLE WITH A TRANSFORMER, 72.5 FEET EAST OF
 QP1803'THE CENTER OF COUNTY ROAD 5, 27 FEET NORTHEAST OF AND ABOUT 3 FEET
 QP1803'LOWER THAN THE NORTHEAST RAIL OF THE SOO LINE RAILROAD, 2.7 FEET WEST
 QP1803'OF A TELEGRAPH POLE AND 0.7 FEET SOUTHWEST OF A STEEL WITNESS POST.
 QP1803'THE MARK, A STANDARD MNDT VERTICAL CONTROL MARK DISK STAMPED---2609 Y
 QP1803'1979---, IS CRIMPED TO THE TOP OF A DRIVEN 5/8 INCH DIAMETER BY 32
 QP1803'FOOT LONG COPPER-CLAD STEEL ROD THAT PROJECTS 2 INCHES ABOVE GROUND
 QP1803'LEVEL.
 QP1803
 QP1803                          STATION RECOVERY (2005)
 QP1803
 QP1803'RECOVERY NOTE BY MN DEPT OF TRANSP 2005 (DAS)
 QP1803'RECOVERED AS DESCRIBED.
 QP1803
 QP1803                          STATION RECOVERY (2010)
 QP1803
 QP1803'RECOVERY NOTE BY MN DEPT OF TRANSP 2010 (MPP)
 QP1803'0.9 MILE SOUTHEAST OF HOFFMAN, 0.9 MILE SOUTH ALONG TRUNK HIGHWAY 55
 QP1803'FROM JUNCTION OF TRUNK HIGHWAY 55 AND MAIN AVENUE IN HOFFMAN, 190.0
 QP1803'FEET NORTHEAST OF TRUNK HIGHWAY 55, 93.0 FEET NORTH-NORTHEAST OF POWER
 QP1803'POLE WITH TRANSFORMER, 99.5 FEET EAST OF COUNTY ROAD 5, 33.3 FEET
 QP1803'SOUTHEAST OF SOUTHEAST CORNER OF SIGNAL SHED, AT COUNTY ROAD 5
 QP1803'MILEPOINT 144.46, 10.8 FEET NORTHEAST OF NORTHEAST RAIL OF RAILROAD,
 QP1803'0.4 FOOT SOUTHWEST OF WITNESS POST.
 QP1803
 QP1803                          STATION RECOVERY (2013)
 QP1803
 QP1803'RECOVERY NOTE BY MN DEPT OF TRANSP 2013 (CXJ)
 QP1803'RECOVERED AS DESCRIBED.
 QP1803
 QP1803                          STATION RECOVERY (2013)
 QP1803
 QP1803'RECOVERY NOTE BY MN DEPT OF TRANSP 2013 (SLD)
 QP1803'0.9 MILE SOUTHEAST OF HOFFMAN, 0.9 MILE SOUTHEAST ALONG TRUNK HIGHWAY
 QP1803'55 FROM JUNCTION OF TRUNK HIGHWAY 55 AND MAIN AVENUE IN HOFFMAN, 190.0
 QP1803'FEET NORTHEAST OF TRUNK HIGHWAY 55 AT MILEPOINT 144.46, 93.0 FEET
 QP1803'NORTH-NORTHEAST OF POWER POLE WITH TRANSFORMER, 99.5 FEET EAST OF
 QP1803'COUNTY ROAD 5, 33.3 FEET SOUTHEAST OF SOUTHEAST CORNER OF SIGNAL SHED,
 QP1803'10.8 FEET NORTHEAST OF NORTHEAST RAIL OF RAILROAD, 0.4 FOOT SOUTHWEST
 QP1803'OF WITNESS POST.
 QP1803
 QP1803                          STATION RECOVERY (2014)
 QP1803
 QP1803'RECOVERY NOTE BY MN DEPT OF TRANSP 2014 (KMS)
 QP1803'0.9 MI (1.4 KM) SOUTHEAST OF HOFFMAN, 0.9 MI (1.4 KM) SOUTHEAST ALONG
 QP1803'TRUNK HIGHWAY 55  FROM THE JUNCTION OF TRUNK HIGHWAY 55 AND MAIN
 QP1803'AVENUE IN HOFFMAN, 190.0 FT (57.9 M) NORTHEAST OF TRUNK HIGHWAY 55, AT
 QP1803'MILE POINT 144.46, 99.5 FT (30.3 M) EAST OF COUNTY ROAD 5, 93.0 FT
 QP1803'(28.3 M) NORTH-NORTHEAST OF POWER POLE WITH TRANSFORMER, 33.3 FT (10.1
 QP1803'M) SOUTHEAST OF THE SOUTHEAST CORNER OF SIGNAL SHED, 10.8 FT (3.3 M)
 QP1803'NORTHEAST OF NORTHEAST RAIL OF RAILROAD, 0.4 FT (12 CM) SOUTHWEST OF A
 QP1803'WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DK2802 ***********************************************************************
 DK2802  DESIGNATION -  2609 Y 3
 DK2802  PID         -  DK2802
 DK2802  STATE/COUNTY-  MN/STEVENS
 DK2802  COUNTRY     -  US
 DK2802  USGS QUAD   -  POMME DE TERRE LAKES (2019)
 DK2802
 DK2802                         *CURRENT SURVEY CONTROL
 DK2802  ______________________________________________________________________
 DK2802* NAD 83(2011) POSITION- 45 44 56.13286(N) 095 46 46.21295(W)   ADJUSTED
 DK2802* NAD 83(2011) ELLIP HT-   347.807 (meters)        (06/27/12)   ADJUSTED
 DK2802* NAD 83(2011) EPOCH   -  2010.00
 DK2802* NAVD 88 ORTHO HEIGHT -   373.868 (meters)     1226.60  (feet) ADJUSTED
 DK2802  ______________________________________________________________________
 DK2802  GEOID HEIGHT    -        -26.077 (meters)                     GEOID18
 DK2802  NAD 83(2011) X  -   -448,982.226 (meters)                     COMP
 DK2802  NAD 83(2011) Y  - -4,435,930.660 (meters)                     COMP
 DK2802  NAD 83(2011) Z  -  4,546,067.187 (meters)                     COMP
 DK2802  LAPLACE CORR    -          1.28  (seconds)                    DEFLEC18
 DK2802  DYNAMIC HEIGHT  -        373.862 (meters)     1226.58  (feet) COMP
 DK2802  MODELED GRAVITY -    980,589.0   (mgal)                       NAVD 88
 DK2802
 DK2802  VERT ORDER      -  SECOND    CLASS I
 DK2802
 DK2802  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DK2802  Standards:
 DK2802         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DK2802            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DK2802  -------------------------------------------------------------------
 DK2802  NETWORK    0.30   0.39           0.14   0.10   0.20     -0.02882184
 DK2802  -------------------------------------------------------------------
 DK2802  Click here for local accuracies and other accuracy information.
 DK2802
 DK2802.The horizontal coordinates were established by GPS observations
 DK2802.and adjusted by the National Geodetic Survey in June 2012.
 DK2802
 DK2802.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DK2802.been affixed to the stable North American tectonic plate. See 
 DK2802.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DK2802
 DK2802.The horizontal coordinates are valid at the epoch date displayed above
 DK2802.which is a decimal equivalence of Year/Month/Day.
 DK2802
 DK2802.The orthometric height was determined by differential leveling and
 DK2802.adjusted by the NATIONAL GEODETIC SURVEY
 DK2802.in June 2008.
 DK2802
 DK2802.Significant digits in the geoid height do not necessarily reflect accuracy.
 DK2802.GEOID18 height accuracy estimate available here.
 DK2802
 DK2802.Click photographs - Photos may exist for this station.
 DK2802
 DK2802.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DK2802
 DK2802.The Laplace correction was computed from DEFLEC18 derived deflections.
 DK2802
 DK2802.The ellipsoidal height was determined by GPS observations
 DK2802.and is referenced to NAD 83.
 DK2802
 DK2802.The dynamic height is computed by dividing the NAVD 88
 DK2802.geopotential number by the normal gravity value computed on the
 DK2802.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK2802.degrees latitude (g = 980.6199 gals.).
 DK2802
 DK2802.The modeled gravity was interpolated from observed gravity values.
 DK2802
 DK2802. The following values were computed from the NAD 83(2011) position.
 DK2802
 DK2802;                    North         East     Units Scale Factor Converg.
 DK2802;SPC MN C     -   184,389.685   680,995.354   MT  0.99997397   -1 06 23.1
 DK2802;SPC MN C     -   604,951.82  2,234,232.26   sFT  0.99997397   -1 06 23.1
 DK2802;UTM  15      - 5,069,909.662   283,807.333   MT  1.00017465   -1 59 30.1
 DK2802
 DK2802!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DK2802!SPC MN C     -   0.99994548  x   0.99997397  =   0.99991945
 DK2802!UTM  15      -   0.99994548  x   1.00017465  =   1.00012012
 DK2802
 DK2802_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTL8380769909(NAD 83)
 DK2802
 DK2802                          SUPERSEDED SURVEY CONTROL
 DK2802
 DK2802  NAD 83(2007)-  45 44 56.13283(N)    095 46 46.21391(W) AD(2002.00) 1
 DK2802  ELLIP H (08/31/10)  347.836  (m)                       GP(2002.00) 3 1
 DK2802  NAVD 88             373.87   (m)         1226.6    (f) LEVELING    3  
 DK2802
 DK2802.Superseded values are not recommended for survey control.
 DK2802
 DK2802.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK2802.See file dsdata.pdf to determine how the superseded data were derived.
 DK2802
 DK2802_MARKER: DD = SURVEY DISK
 DK2802_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DK2802_STAMPING: 2609 Y3 2005
 DK2802_MARK LOGO: MNDT
 DK2802_PROJECTION: FLUSH
 DK2802_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DK2802_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DK2802_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DK2802+SATELLITE: SATELLITE OBSERVATIONS - November 20, 2019
 DK2802_ROD/PIPE-DEPTH: 4.6 meters
 DK2802
 DK2802  HISTORY     - Date     Condition        Report By
 DK2802  HISTORY     - 20051109 MONUMENTED       MNDT
 DK2802  HISTORY     - 20090817 GOOD             MNDT
 DK2802  HISTORY     - 20191120 GOOD             MNDT
 DK2802
 DK2802                          STATION DESCRIPTION
 DK2802
 DK2802'DESCRIBED BY MN DEPT OF TRANSP 2005
 DK2802'6.2 MI (10.0 KM) SOUTH-SOUTHEAST OF HOFFMAN, 1.0 MILE SOUTHEAST ALONG
 DK2802'TRUNK HIGHWAY 55 FROM THE JUNCTION OF TRUNK HIGHWAY 55 AND TRUNK
 DK2802'HIGHWAY 27 IN HOFFMAN, TO TRUNK HIGHWAY MILE POINT 46.7, THEN 5.05 MI
 DK2802'(8.1 KM) SOUTH ON COUNTY ROAD 5 AND 1, 118 FT (36.0 M) SOUTHWEST OF
 DK2802'TELEPHONE PEDESTAL, 75 FT (22.9 M) SOUTH OF TELEPHONE PEDESTAL, 51 FT
 DK2802'(15.5 M) WEST OF COUNTY ROAD 1, 33 FT (10.1 M) SOUTH OF LONG DRIVEWAY,
 DK2802'2.4 FT (0.7 M) WEST OF A WITNESS POST
 DK2802
 DK2802                          STATION RECOVERY (2009)
 DK2802
 DK2802'RECOVERY NOTE BY MN DEPT OF TRANSP 2009 (MPP)
 DK2802'THE MARK WAS RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.
 DK2802'THE MARK IS 6.2 MILES SOUTH-SOUTHEAST OF HOFFMAN, 1.0 MILE SOUTHEAST
 DK2802'ALONG TRUNK HIGHWAY 55 FROM JUNCTION OF TRUNK HIGHWAY 55 AND TRUNK
 DK2802'HIGHWAY 27 IN HOFFMAN, TO TRUNK HIGHWAY MILEPOINT 46.7, THEN 5.05
 DK2802'MILES SOUTH ON COUNTY ROAD 5 AND 1, 118.0 FEET SOUTHWEST OF TELEPHONE
 DK2802'PEDESTAL, 75.0 FEET SOUTH OF TELEPHONE PEDESTAL, 51.0 FEET WEST OF
 DK2802'COUNTY ROAD 1, 33.0 FEET SOUTH OF LONG DRIVEWAY 10793/10795, 2.4 FEET
 DK2802'WEST OF WITNESS POST.
 DK2802
 DK2802                          STATION RECOVERY (2019)
 DK2802
 DK2802'RECOVERY NOTE BY MN DEPT OF TRANSP 2019 (KMS)
 DK2802'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DK2803 ***********************************************************************
 DK2803  DESIGNATION -  2609 Y 4
 DK2803  PID         -  DK2803
 DK2803  STATE/COUNTY-  MN/STEVENS
 DK2803  COUNTRY     -  US
 DK2803  USGS QUAD   -  POMME DE TERRE LAKES (2019)
 DK2803
 DK2803                         *CURRENT SURVEY CONTROL
 DK2803  ______________________________________________________________________
 DK2803* NAD 83(2011) POSITION- 45 43 24.42330(N) 095 46 46.15174(W)   ADJUSTED
 DK2803* NAD 83(2011) ELLIP HT-   329.030 (meters)        (06/27/12)   ADJUSTED
 DK2803* NAD 83(2011) EPOCH   -  2010.00
 DK2803* NAVD 88 ORTHO HEIGHT -   355.090 (meters)     1164.99  (feet) ADJUSTED
 DK2803  ______________________________________________________________________
 DK2803  GEOID HEIGHT    -        -26.078 (meters)                     GEOID18
 DK2803  NAD 83(2011) X  -   -449,183.789 (meters)                     COMP
 DK2803  NAD 83(2011) Y  - -4,437,935.240 (meters)                     COMP
 DK2803  NAD 83(2011) Z  -  4,544,077.398 (meters)                     COMP
 DK2803  LAPLACE CORR    -          1.28  (seconds)                    DEFLEC18
 DK2803  DYNAMIC HEIGHT  -        355.084 (meters)     1164.97  (feet) COMP
 DK2803  MODELED GRAVITY -    980,587.8   (mgal)                       NAVD 88
 DK2803
 DK2803  VERT ORDER      -  SECOND    CLASS I
 DK2803
 DK2803  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DK2803  Standards:
 DK2803         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DK2803            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DK2803  -------------------------------------------------------------------
 DK2803  NETWORK    0.28   0.39           0.13   0.09   0.20     -0.02298262
 DK2803  -------------------------------------------------------------------
 DK2803  Click here for local accuracies and other accuracy information.
 DK2803
 DK2803.The horizontal coordinates were established by GPS observations
 DK2803.and adjusted by the National Geodetic Survey in June 2012.
 DK2803
 DK2803.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DK2803.been affixed to the stable North American tectonic plate. See 
 DK2803.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DK2803
 DK2803.The horizontal coordinates are valid at the epoch date displayed above
 DK2803.which is a decimal equivalence of Year/Month/Day.
 DK2803
 DK2803.The orthometric height was determined by differential leveling and
 DK2803.adjusted by the NATIONAL GEODETIC SURVEY
 DK2803.in June 2008.
 DK2803
 DK2803.Significant digits in the geoid height do not necessarily reflect accuracy.
 DK2803.GEOID18 height accuracy estimate available here.
 DK2803
 DK2803.Click photographs - Photos may exist for this station.
 DK2803
 DK2803.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DK2803
 DK2803.The Laplace correction was computed from DEFLEC18 derived deflections.
 DK2803
 DK2803.The ellipsoidal height was determined by GPS observations
 DK2803.and is referenced to NAD 83.
 DK2803
 DK2803.The dynamic height is computed by dividing the NAVD 88
 DK2803.geopotential number by the normal gravity value computed on the
 DK2803.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK2803.degrees latitude (g = 980.6199 gals.).
 DK2803
 DK2803.The modeled gravity was interpolated from observed gravity values.
 DK2803
 DK2803. The following values were computed from the NAD 83(2011) position.
 DK2803
 DK2803;                    North         East     Units Scale Factor Converg.
 DK2803;SPC MN C     -   181,558.820   680,942.005   MT  0.99997857   -1 06 23.1
 DK2803;SPC MN C     -   595,664.23  2,234,057.23   sFT  0.99997857   -1 06 23.1
 DK2803;UTM  15      - 5,067,079.395   283,710.255   MT  1.00017517   -1 59 27.0
 DK2803
 DK2803!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DK2803!SPC MN C     -   0.99994842  x   0.99997857  =   0.99992699
 DK2803!UTM  15      -   0.99994842  x   1.00017517  =   1.00012358
 DK2803
 DK2803_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTL8371067079(NAD 83)
 DK2803
 DK2803                          SUPERSEDED SURVEY CONTROL
 DK2803
 DK2803  NAD 83(2007)-  45 43 24.42327(N)    095 46 46.15269(W) AD(2002.00) 1
 DK2803  ELLIP H (08/31/10)  329.059  (m)                       GP(2002.00) 3 1
 DK2803  NAVD 88             355.09   (m)         1165.0    (f) LEVELING    3  
 DK2803
 DK2803.Superseded values are not recommended for survey control.
 DK2803
 DK2803.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK2803.See file dsdata.pdf to determine how the superseded data were derived.
 DK2803
 DK2803_MARKER: DD = SURVEY DISK
 DK2803_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DK2803_STAMPING: 2609 Y4 2005
 DK2803_MARK LOGO: MNDT
 DK2803_PROJECTION: RECESSED 5 CENTIMETERS
 DK2803_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DK2803_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DK2803_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DK2803+SATELLITE: SATELLITE OBSERVATIONS - August 18, 2009
 DK2803_ROD/PIPE-DEPTH: 4.6 meters
 DK2803
 DK2803  HISTORY     - Date     Condition        Report By
 DK2803  HISTORY     - 20051109 MONUMENTED       MNDT
 DK2803  HISTORY     - 20090818 GOOD             MNDT
 DK2803
 DK2803                          STATION DESCRIPTION
 DK2803
 DK2803'DESCRIBED BY MN DEPT OF TRANSP 2005
 DK2803'8.0 MI (12.9 KM) SOUTH OF HOFFMAN, 1.0 MILE SOUTHEAST ALONG TRUNK
 DK2803'HIGHWAY 55 FROM THE JUNCTION OF TRUNK HIGHWAY 55 AND TRUNK HIGHWAY 27
 DK2803'IN HOFFMAN, TO TRUNK HIGHWAY 55 MILE POINT 46.7, THEN 6.8 MI (10.9 KM)
 DK2803'SOUTH ON COUNTY ROAD 5 AND 1, 47 FT (14.3 M) WEST OF COUNTY ROAD 1,
 DK2803'25.0 FT (7.6 M) SOUTH OF 125TH STREET, 35 FT (10.7 M) SOUTH-SOUTHEAST
 DK2803'OF TELEPHONE PEDESTAL NUMBER H504, 2.8 FT (0.9 M) WEST OF A WITNESS
 DK2803'POST
 DK2803
 DK2803                          STATION RECOVERY (2009)
 DK2803
 DK2803'RECOVERY NOTE BY MN DEPT OF TRANSP 2009 (MPP)
 DK2803'THE MARK WAS RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.
 DK2803'THE MARK IS 8.0 MILES SOUTH OF HOFFMAN, 1.0 MILE SOUTHEAST ALONG TRUNK
 DK2803'HIGHWAY 55 FROM JUNCTION OF TRUNK HIGHWAY 55 AND TRUNK HIGHWAY 27 IN
 DK2803'HOFFMAN, TO TRUNK HIGHWAY 55 MILEPOINT 46.7, THEN 6.8 MILES SOUTH ON
 DK2803'COUNTY ROAD 5 AND 1, 47 FEET WEST OF COUNTY ROAD 1, 25.0 FEET SOUTH OF
 DK2803'125TH STREET, 35 FEET SOUTH-SOUTHEAST OF TELEPHONE PEDESTAL NUMBER
 DK2803'H504, 2.8 FEET WEST OF WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DK2804 ***********************************************************************
 DK2804  DESIGNATION -  2609 Y 5
 DK2804  PID         -  DK2804
 DK2804  STATE/COUNTY-  MN/POPE
 DK2804  COUNTRY     -  US
 DK2804  USGS QUAD   -  POMME DE TERRE LAKES (2019)
 DK2804
 DK2804                         *CURRENT SURVEY CONTROL
 DK2804  ______________________________________________________________________
 DK2804* NAD 83(1986) POSITION- 45 42 58.18   (N) 095 45 10.34   (W)   HD_HELD1
 DK2804* NAVD 88 ORTHO HEIGHT -   369.689 (meters)     1212.89  (feet) ADJUSTED
 DK2804  ______________________________________________________________________
 DK2804  GEOID HEIGHT    -        -26.065 (meters)                     GEOID18
 DK2804  DYNAMIC HEIGHT  -        369.683 (meters)     1212.87  (feet) COMP
 DK2804  MODELED GRAVITY -    980,587.2   (mgal)                       NAVD 88
 DK2804
 DK2804  VERT ORDER      -  SECOND    CLASS I
 DK2804
 DK2804.The horizontal coordinates were determined by differentially corrected
 DK2804.hand held GPS observations or other comparable positioning techniques
 DK2804.and have an estimated accuracy of +/- 3 meters.
 DK2804
 DK2804.The orthometric height was determined by differential leveling and
 DK2804.adjusted by the NATIONAL GEODETIC SURVEY
 DK2804.in June 2008.
 DK2804
 DK2804.Significant digits in the geoid height do not necessarily reflect accuracy.
 DK2804.GEOID18 height accuracy estimate available here.
 DK2804
 DK2804.Click photographs - Photos may exist for this station.
 DK2804
 DK2804.The dynamic height is computed by dividing the NAVD 88
 DK2804.geopotential number by the normal gravity value computed on the
 DK2804.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK2804.degrees latitude (g = 980.6199 gals.).
 DK2804
 DK2804.The modeled gravity was interpolated from observed gravity values.
 DK2804
 DK2804;                    North         East    Units  Estimated Accuracy
 DK2804;SPC MN C     -   180,709.1     682,998.1     MT  (+/- 3 meters HH1 GPS) 
 DK2804
 DK2804_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTL8575366197(NAD 83)
 DK2804
 DK2804                          SUPERSEDED SURVEY CONTROL
 DK2804
 DK2804.No superseded survey control is available for this station.
 DK2804
 DK2804_MARKER: DD = SURVEY DISK
 DK2804_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DK2804_STAMPING: 2609 Y5 2005
 DK2804_MARK LOGO: MNDT
 DK2804_PROJECTION: FLUSH
 DK2804_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DK2804_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DK2804_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DK2804+SATELLITE: SATELLITE OBSERVATIONS - October 10, 2007
 DK2804_ROD/PIPE-DEPTH: 9.1 meters
 DK2804
 DK2804  HISTORY     - Date     Condition        Report By
 DK2804  HISTORY     - 2005     MONUMENTED       MNDT
 DK2804  HISTORY     - 20071010 GOOD             MNDT
 DK2804
 DK2804                          STATION DESCRIPTION
 DK2804
 DK2804'DESCRIBED BY MN DEPT OF TRANSP 2005
 DK2804'5.0 MI (8.0 KM) SOUTHEAST OF KENSINGTON, 6.2 MI (10.0 KM) SOUTH ALONG
 DK2804'COUNTY ROAD 1 AND 3 FROM THE JUNCTION OF TRUNK HIGHWAY 55 AND COUNTY
 DK2804'ROAD 1 IN KENSINGTON, THEN 0.85 MI (1.4 KM) WEST ON COUNTY ROAD 32, 56
 DK2804'FT (17.1 M) SOUTH OF COUNTY ROAD 32, 20 FT (6.1 M) EAST OF A FIELD
 DK2804'ENTRANCE, 2.7 FT (0.8 M) NORTH OF A WITNESS POST
 DK2804
 DK2804                          STATION RECOVERY (2007)
 DK2804
 DK2804'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (MPP)
 DK2804'THE STATION IS LOCATED ABOUT 7.0 MI (11.3 KM) NORTH OF CYRUS, 7.0 MI
 DK2804'(11.3 KM) WEST-SOUTHWEST OF FARWELL AND 5.1 MI (8.2 KM)
 DK2804'SOUTH-SOUTHWEST OF KENSINGTON.
 DK2804'
 DK2804'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DK2806 ***********************************************************************
 DK2806  HT_MOD      -  This is a Height Modernization Survey Station.
 DK2806  DESIGNATION -  2609 Y 6
 DK2806  PID         -  DK2806
 DK2806  STATE/COUNTY-  MN/POPE
 DK2806  COUNTRY     -  US
 DK2806  USGS QUAD   -  STARBUCK NW (2019)
 DK2806
 DK2806                         *CURRENT SURVEY CONTROL
 DK2806  ______________________________________________________________________
 DK2806* NAD 83(2011) POSITION- 45 42 57.63208(N) 095 42 00.76434(W)   ADJUSTED
 DK2806* NAD 83(2011) ELLIP HT-   359.895 (meters)        (06/27/12)   ADJUSTED
 DK2806* NAD 83(2011) EPOCH   -  2010.00
 DK2806* NAVD 88 ORTHO HEIGHT -   385.94  (meters)     1266.2   (feet) GPS OBS
 DK2806  ______________________________________________________________________
 DK2806  NAVD 88 orthometric height was determined with an earlier geoid model
 DK2806  GEOID HEIGHT    -        -26.036 (meters)                     GEOID18
 DK2806  NAD 83(2011) X  -   -443,104.008 (meters)                     COMP
 DK2806  NAD 83(2011) Y  - -4,439,163.211 (meters)                     COMP
 DK2806  NAD 83(2011) Z  -  4,543,521.976 (meters)                     COMP
 DK2806  LAPLACE CORR    -          1.42  (seconds)                    DEFLEC18
 DK2806
 DK2806  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DK2806  Standards:
 DK2806         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DK2806            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DK2806  -------------------------------------------------------------------
 DK2806  NETWORK    0.60   0.69           0.27   0.21   0.35      0.19041734
 DK2806  -------------------------------------------------------------------
 DK2806  Click here for local accuracies and other accuracy information.
 DK2806
 DK2806.The horizontal coordinates were established by GPS observations
 DK2806.and adjusted by the National Geodetic Survey in June 2012.
 DK2806
 DK2806.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DK2806.been affixed to the stable North American tectonic plate. See 
 DK2806.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DK2806
 DK2806.The horizontal coordinates are valid at the epoch date displayed above
 DK2806.which is a decimal equivalence of Year/Month/Day.
 DK2806
 DK2806.The orthometric height was determined by GPS observations and a
 DK2806.high-resolution geoid model using precise GPS observation and
 DK2806.processing techniques.
 DK2806
 DK2806.Significant digits in the geoid height do not necessarily reflect accuracy.
 DK2806.GEOID18 height accuracy estimate available here.
 DK2806
 DK2806.Click photographs - Photos may exist for this station.
 DK2806
 DK2806.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DK2806
 DK2806.The Laplace correction was computed from DEFLEC18 derived deflections.
 DK2806
 DK2806.The ellipsoidal height was determined by GPS observations
 DK2806.and is referenced to NAD 83.
 DK2806
 DK2806. The following values were computed from the NAD 83(2011) position.
 DK2806
 DK2806;                    North         East     Units Scale Factor Converg.
 DK2806;SPC MN C     -   180,615.753   687,097.005   MT  0.99997996   -1 02 56.6
 DK2806;SPC MN C     -   592,570.18  2,254,250.76   sFT  0.99997996   -1 02 56.6
 DK2806;UTM  15      - 5,066,041.236   289,851.067   MT  1.00014297   -1 56 01.5
 DK2806
 DK2806!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DK2806!SPC MN C     -   0.99994358  x   0.99997996  =   0.99992354
 DK2806!UTM  15      -   0.99994358  x   1.00014297  =   1.00008654
 DK2806
 DK2806_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTL8985166041(NAD 83)
 DK2806
 DK2806                          SUPERSEDED SURVEY CONTROL
 DK2806
 DK2806  NAD 83(2007)-  45 42 57.63200(N)    095 42 00.76537(W) AD(2002.00) 1
 DK2806  ELLIP H (08/27/10)  359.922  (m)                       GP(2002.00) 3 1
 DK2806  NAVD 88             385.89   (m)         1266.0    (f) LEVELING    3  
 DK2806  NAVD 88 (06/04/08)  385.893  (m)         1266.05   (f) ADJUSTED    2 1
 DK2806
 DK2806.Superseded values are not recommended for survey control.
 DK2806
 DK2806.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK2806.See file dsdata.pdf to determine how the superseded data were derived.
 DK2806
 DK2806_MARKER: DD = SURVEY DISK
 DK2806_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DK2806_STAMPING: 2609 Y6 2005
 DK2806_MARK LOGO: MNDT
 DK2806_PROJECTION: FLUSH
 DK2806_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DK2806_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DK2806_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DK2806+SATELLITE: SATELLITE OBSERVATIONS - August 17, 2009
 DK2806_ROD/PIPE-DEPTH: 4.6 meters
 DK2806
 DK2806  HISTORY     - Date     Condition        Report By
 DK2806  HISTORY     - 20051109 MONUMENTED       MNDT
 DK2806  HISTORY     - 20071010 GOOD             MNDT
 DK2806  HISTORY     - 20090817 GOOD             MNDT
 DK2806  HISTORY     - 20090817 GOOD             MNDT
 DK2806
 DK2806                          STATION DESCRIPTION
 DK2806
 DK2806'DESCRIBED BY MN DEPT OF TRANSP 2005
 DK2806'4.3 MI (6.9 KM) SOUTH OF KENSINGTON, 4.4 MI (7.1 KM) SOUTH ALONG
 DK2806'COUNTY ROAD 1 FROM THE JUNCTION OF TRUNK HIGHWAY 55 AND COUNTY ROAD 1
 DK2806'IN KENSINGTON, 129 FT (39.3 M) SOUTH-SOUTHEAST OF A POWER POLE, 75 FT
 DK2806'(22.9 M) SOUTHEAST OF COUNTY ROAD 3, 15 FT (4.6 M) NORTHEAST OF A
 DK2806'FIELD ENTRANCE, 3.8 FT (1.2 M) WEST OF A WITNESS POST
 DK2806
 DK2806                          STATION RECOVERY (2007)
 DK2806
 DK2806'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (MPP)
 DK2806'THE STATION IS LOCATED ABOUT 7.2 MI (11.6 KM) NORTH-NORTHEAST OF
 DK2806'CYRUS, 4.7 MI (7.6 KM) WEST-SOUTHWEST OF FARWELL AND 4.3 MI (6.9 KM)
 DK2806'SOUTH OF KENSINGTON.
 DK2806'
 DK2806'RECOVERED AS DESCRIBED.
 DK2806
 DK2806                          STATION RECOVERY (2009)
 DK2806
 DK2806'RECOVERY NOTE BY MN DEPT OF TRANSP 2009 (MPP)
 DK2806'THE MARK WAS RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.
 DK2806'THE MARK IS 4.3 MILES SOUTHWEST OF KENSINGTON, 0.3 MILE SOUTH ALONG
 DK2806'COUNTY ROAD 1 (WHICH BECOMES COUNTY ROAD 3) FROM JUNCTION OF TRUNK
 DK2806'HIGHWAY 55 AND COUNTY ROAD 1 IN KENSINGTON, THEN 4.1 MILES SOUTH ALONG
 DK2806'COUNTY ROAD 3 TO SOUTHWEST END OF ROAD CURVE, 129 FEET SOUTH-SOUTHEAST
 DK2806'OF POWER POLE, 75 FEET SOUTHEAST OF COUNTY ROAD 3, 15 FEET NORTHEAST
 DK2806'OF FIELD ENTRANCE, 3.8 FEET WEST OF WITNESS POST.
 DK2806
 DK2806                          STATION RECOVERY (2009)
 DK2806
 DK2806'RECOVERY NOTE BY MN DEPT OF TRANSP 2009 (MPP)
 DK2806'THE MARK WAS RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.
 DK2806'THE MARK IS 4.3 MILES SOUTHWEST OF KENSINGTON, 0.3 MILE SOUTH ALONG
 DK2806'COUNTY ROAD 1 (WHICH BECOMES COUNTY ROAD 3) FROM JUNCTION OF TRUNK
 DK2806'HIGHWAY 55 AND COUNTY ROAD 1 IN KENSINGTON, THEN 4.1 MILES SOUTH ALONG
 DK2806'COUNTY ROAD 3 TO SOUTHWEST END OF ROAD CURVE, 129 FEET SOUTH-SOUTHEAST
 DK2806'OF POWER POLE, 75 FEET SOUTHEAST OF COUNTY ROAD 3, 15 FEET NORTHEAST
 DK2806'OF FIELD ENTRANCE, 3.8 FEET WEST OF WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DK2807 ***********************************************************************
 DK2807  DESIGNATION -  2609 Y 7
 DK2807  PID         -  DK2807
 DK2807  STATE/COUNTY-  MN/POPE
 DK2807  COUNTRY     -  US
 DK2807  USGS QUAD   -  STARBUCK NW (2019)
 DK2807
 DK2807                         *CURRENT SURVEY CONTROL
 DK2807  ______________________________________________________________________
 DK2807* NAD 83(1986) POSITION- 45 44 17.12   (N) 095 41 45.70   (W)   HD_HELD1
 DK2807* NAVD 88 ORTHO HEIGHT -   386.722 (meters)     1268.77  (feet) ADJUSTED
 DK2807  ______________________________________________________________________
 DK2807  GEOID HEIGHT    -        -26.031 (meters)                     GEOID18
 DK2807  DYNAMIC HEIGHT  -        386.716 (meters)     1268.75  (feet) COMP
 DK2807  MODELED GRAVITY -    980,586.4   (mgal)                       NAVD 88
 DK2807
 DK2807  VERT ORDER      -  SECOND    CLASS I
 DK2807
 DK2807.The horizontal coordinates were determined by differentially corrected
 DK2807.hand held GPS observations or other comparable positioning techniques
 DK2807.and have an estimated accuracy of +/- 3 meters.
 DK2807
 DK2807.The orthometric height was determined by differential leveling and
 DK2807.adjusted by the NATIONAL GEODETIC SURVEY
 DK2807.in June 2008.
 DK2807
 DK2807.Significant digits in the geoid height do not necessarily reflect accuracy.
 DK2807.GEOID18 height accuracy estimate available here.
 DK2807
 DK2807.Click photographs - Photos may exist for this station.
 DK2807
 DK2807.The dynamic height is computed by dividing the NAVD 88
 DK2807.geopotential number by the normal gravity value computed on the
 DK2807.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK2807.degrees latitude (g = 980.6199 gals.).
 DK2807
 DK2807.The modeled gravity was interpolated from observed gravity values.
 DK2807
 DK2807;                    North         East    Units  Estimated Accuracy
 DK2807;SPC MN C     -   183,063.4     687,467.5     MT  (+/- 3 meters HH1 GPS) 
 DK2807
 DK2807_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTL9025968483(NAD 83)
 DK2807
 DK2807                          SUPERSEDED SURVEY CONTROL
 DK2807
 DK2807.No superseded survey control is available for this station.
 DK2807
 DK2807_MARKER: DD = SURVEY DISK
 DK2807_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DK2807_STAMPING: 2609 Y7 2005
 DK2807_MARK LOGO: MNDT
 DK2807_PROJECTION: FLUSH
 DK2807_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DK2807_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DK2807_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DK2807+SATELLITE: SATELLITE OBSERVATIONS - October 10, 2007
 DK2807_ROD/PIPE-DEPTH: 4.6 meters
 DK2807
 DK2807  HISTORY     - Date     Condition        Report By
 DK2807  HISTORY     - 2005     MONUMENTED       MNDT
 DK2807  HISTORY     - 20071010 GOOD             MNDT
 DK2807
 DK2807                          STATION DESCRIPTION
 DK2807
 DK2807'DESCRIBED BY MN DEPT OF TRANSP 2005
 DK2807'2.5 MI (4.0 KM) SOUTH OF KENSINGTON, 2.80 MI (4.5 KM) SOUTH ALONG
 DK2807'COUNTY ROAD 1 FROM THE JUNCTION OF TRUNK HIGHWAY 55 AND COUNTY ROAD 1
 DK2807'IN KENSINGTON, 60 FT (18.3 M) EAST OF COUNTY ROAD 3, 44 FT (13.4 M)
 DK2807'SOUTH-SOUTHEAST OF A POWER POLE, 22 FT (6.7 M) NORTH OF A FIELD
 DK2807'ENTRANCE, 3.3 FT (1.0 M) SOUTH OF A WITNESS POST
 DK2807
 DK2807                          STATION RECOVERY (2007)
 DK2807
 DK2807'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (MPP)
 DK2807'THE STATION IS LOCATED ABOUT 7.8 MI (12.6 KM) SOUTHEAST OF HOFFMAN,
 DK2807'3.9 MI (6.3 KM) WEST-SOUTHWEST OF FARWELL AND 2.8 MI (4.4 KM) SOUTH OF
 DK2807'KENSINGTON.
 DK2807'
 DK2807'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DO7017 ***********************************************************************
 DO7017  DESIGNATION -  2610 A
 DO7017  PID         -  DO7017
 DO7017  STATE/COUNTY-  MN/GRANT
 DO7017  COUNTRY     -  US
 DO7017  USGS QUAD   -  PATCHEN LAKE (2019)
 DO7017
 DO7017                         *CURRENT SURVEY CONTROL
 DO7017  ______________________________________________________________________
 DO7017* NAD 83(2011) POSITION- 45 49 43.37223(N) 095 52 57.01994(W)   ADJUSTED
 DO7017* NAD 83(2011) ELLIP HT-   337.192 (meters)        (07/17/15)   ADJUSTED
 DO7017* NAD 83(2011) EPOCH   -  2010.00
 DO7017* NAVD 88 ORTHO HEIGHT -   363.381 (meters)     1192.19  (feet) ADJUSTED
 DO7017  ______________________________________________________________________
 DO7017  GEOID HEIGHT    -        -26.196 (meters)                     GEOID18
 DO7017  NAD 83(2011) X  -   -456,303.800 (meters)                     COMP
 DO7017  NAD 83(2011) Y  - -4,428,785.551 (meters)                     COMP
 DO7017  NAD 83(2011) Z  -  4,552,243.815 (meters)                     COMP
 DO7017  LAPLACE CORR    -          1.40  (seconds)                    DEFLEC18
 DO7017  DYNAMIC HEIGHT  -        363.379 (meters)     1192.19  (feet) COMP
 DO7017  MODELED GRAVITY -    980,597.5   (mgal)                       NAVD 88
 DO7017
 DO7017  VERT ORDER      -  SECOND    CLASS I
 DO7017
 DO7017  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DO7017  Standards:
 DO7017         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DO7017            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DO7017  -------------------------------------------------------------------
 DO7017  NETWORK    0.32   0.53           0.15   0.10   0.27      0.00665459
 DO7017  -------------------------------------------------------------------
 DO7017  Click here for local accuracies and other accuracy information.
 DO7017
 DO7017.The horizontal coordinates were established by GPS observations
 DO7017.and adjusted by the MN DEPT OF TRANSP in July 2015.
 DO7017
 DO7017.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DO7017.been affixed to the stable North American tectonic plate. See 
 DO7017.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DO7017
 DO7017.The horizontal coordinates are valid at the epoch date displayed above
 DO7017.which is a decimal equivalence of Year/Month/Day.
 DO7017
 DO7017.The orthometric height was determined by differential leveling and
 DO7017.adjusted by the NATIONAL GEODETIC SURVEY
 DO7017.in March 2020.
 DO7017
 DO7017.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO7017.GEOID18 height accuracy estimate available here.
 DO7017
 DO7017.Click photographs - Photos may exist for this station.
 DO7017
 DO7017.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DO7017
 DO7017.The Laplace correction was computed from DEFLEC18 derived deflections.
 DO7017
 DO7017.The ellipsoidal height was determined by GPS observations
 DO7017.and is referenced to NAD 83.
 DO7017
 DO7017.The dynamic height is computed by dividing the NAVD 88
 DO7017.geopotential number by the normal gravity value computed on the
 DO7017.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO7017.degrees latitude (g = 980.6199 gals.).
 DO7017
 DO7017.The modeled gravity was interpolated from observed gravity values.
 DO7017
 DO7017. The following values were computed from the NAD 83(2011) position.
 DO7017
 DO7017;                    North         East     Units Scale Factor Converg.
 DO7017;SPC MN C     -   193,415.773   673,165.045   MT  0.99996080   -1 10 51.4
 DO7017;SPC MN C     -   634,564.92  2,208,542.32   sFT  0.99996080   -1 10 51.4
 DO7017;UTM  15      - 5,079,057.881   276,115.830   MT  1.00021626   -2 04 06.1
 DO7017
 DO7017!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DO7017!SPC MN C     -   0.99994714  x   0.99996080  =   0.99990794
 DO7017!UTM  15      -   0.99994714  x   1.00021626  =   1.00016339
 DO7017
 DO7017_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTL7611579057(NAD 83)
 DO7017
 DO7017                          SUPERSEDED SURVEY CONTROL
 DO7017
 DO7017  NAVD 88 (03/23/16)  363.405  (m)         1192.27   (f) SUPERSEDED  2 1
 DO7017  NAVD 88 (06/17/14)  363.386  (m)         1192.21   (f) SUPERSEDED  2 1
 DO7017
 DO7017.Superseded values are not recommended for survey control.
 DO7017
 DO7017.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DO7017.See file dsdata.pdf to determine how the superseded data were derived.
 DO7017
 DO7017_MARKER: DB = BENCH MARK DISK
 DO7017_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DO7017_STAMPING: 2610 A 1947
 DO7017_MARK LOGO: MNHD
 DO7017_PROJECTION: RECESSED 30 CENTIMETERS
 DO7017_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DO7017_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DO7017+STABILITY: SURFACE MOTION
 DO7017_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DO7017+SATELLITE: SATELLITE OBSERVATIONS - December 17, 2024
 DO7017
 DO7017  HISTORY     - Date     Condition        Report By
 DO7017  HISTORY     - 19470401 MONUMENTED       MNHD
 DO7017  HISTORY     - 20100826 GOOD             MNDT
 DO7017  HISTORY     - 20140828 GOOD             MNDT
 DO7017  HISTORY     - 20150211 GOOD             MNDT
 DO7017  HISTORY     - 20241217 GOOD             MNDT
 DO7017
 DO7017                          STATION DESCRIPTION
 DO7017
 DO7017'DESCRIBED BY MN DEPT OF TRANSP 2010 (KMS)
 DO7017'THE BENCH MARK IS LOCATED ABOUT 11.4 MI (18.3 KM) NORTH-NORTHEAST OF
 DO7017'DONNELLY, 9.7 MI (15.6 KM) WEST-NORTHWEST OF KENSINGTON AND 4.4 MI
 DO7017'(7.1 KM) WEST OF HOFFMAN.
 DO7017'
 DO7017'4.3 MILES WEST OF HOFFMAN, 4.1 MI (6.6 KM) WEST ALONG TRUNK HIGHWAY 27
 DO7017'FROM THE JUNCTION OF TRUNK HIGHWAY 27 AND TRUNK HIGHWAY 55 IN HOFFMAN,
 DO7017'THEN 0.25 MI (0.4 KM) SOUTH ON TRUNK HIGHWAY 59, AT TRUNK HIGHWAY 59
 DO7017'MILE POINT 183.4.
 DO7017'
 DO7017'THE BENCH MARK IS FOUND 71.9 FT (21.9 M) WEST OF TRUNK HIGHWAY 59,
 DO7017'42.8 FT (13.0 M) NORTH OF A FIELD ENTRANCE AND 1.3 FT (0.4 M) EAST OF
 DO7017'A WITNESS POST.
 DO7017
 DO7017                          STATION RECOVERY (2014)
 DO7017
 DO7017'RECOVERY NOTE BY MN DEPT OF TRANSP 2014 (MAS)
 DO7017'RECOVERED AS DESCRIBED.
 DO7017
 DO7017                          STATION RECOVERY (2015)
 DO7017
 DO7017'RECOVERY NOTE BY MN DEPT OF TRANSP 2015 (KXS)
 DO7017'4.3 MILES WEST OF HOFFMAN, 4.1 MILES WEST ALONG TRUNK HIGHWAY 27 FROM
 DO7017'JUNCTION OF TRUNK HIGHWAY 27 AND TRUNK HIGHWAY 55 IN HOFFMAN, THEN
 DO7017'0.25 MILE SOUTH ON TRUNK HIGHWAY 59, AT TRUNK HIGHWAY 59 MILEPOINT
 DO7017'183.4, 71.9 FEET WEST OF TRUNK HIGHWAY 59, 42.8 FEET NORTH OF FIELD
 DO7017'ENTRANCE, 1.3 FEET EAST OF WITNESS POST.
 DO7017
 DO7017                          STATION RECOVERY (2024)
 DO7017
 DO7017'RECOVERY NOTE BY MN DEPT OF TRANSP 2024 (MPP)
 DO7017'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DP7879 ***********************************************************************
 DP7879  DESIGNATION -  2610 B RESET
 DP7879  PID         -  DP7879
 DP7879  STATE/COUNTY-  MN/GRANT
 DP7879  COUNTRY     -  US
 DP7879  USGS QUAD   -  PATCHEN LAKE (2019)
 DP7879
 DP7879                         *CURRENT SURVEY CONTROL
 DP7879  ______________________________________________________________________
 DP7879* NAD 83(2011) POSITION- 45 47 52.21239(N) 095 52 54.26164(W)   ADJUSTED
 DP7879* NAD 83(2011) ELLIP HT-   330.369 (meters)        (07/17/15)   ADJUSTED
 DP7879* NAD 83(2011) EPOCH   -  2010.00
 DP7879* NAVD 88 ORTHO HEIGHT -   356.554 (meters)     1169.79  (feet) ADJUSTED
 DP7879  ______________________________________________________________________
 DP7879  GEOID HEIGHT    -        -26.165 (meters)                     GEOID18
 DP7879  NAD 83(2011) X  -   -456,496.292 (meters)                     COMP
 DP7879  NAD 83(2011) Y  - -4,431,235.078 (meters)                     COMP
 DP7879  NAD 83(2011) Z  -  4,549,846.705 (meters)                     COMP
 DP7879  LAPLACE CORR    -          1.41  (seconds)                    DEFLEC18
 DP7879  DYNAMIC HEIGHT  -        356.551 (meters)     1169.78  (feet) COMP
 DP7879  MODELED GRAVITY -    980,594.8   (mgal)                       NAVD 88
 DP7879
 DP7879  VERT ORDER      -  SECOND    CLASS I
 DP7879
 DP7879  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DP7879  Standards:
 DP7879         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DP7879            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DP7879  -------------------------------------------------------------------
 DP7879  NETWORK    0.61   1.22           0.29   0.19   0.62      0.00874938
 DP7879  -------------------------------------------------------------------
 DP7879  Click here for local accuracies and other accuracy information.
 DP7879
 DP7879.The horizontal coordinates were established by GPS observations
 DP7879.and adjusted by the MN DEPT OF TRANSP in July 2015.
 DP7879
 DP7879.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DP7879.been affixed to the stable North American tectonic plate. See 
 DP7879.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DP7879
 DP7879.The horizontal coordinates are valid at the epoch date displayed above
 DP7879.which is a decimal equivalence of Year/Month/Day.
 DP7879
 DP7879.The orthometric height was determined by differential leveling and
 DP7879.adjusted by the NATIONAL GEODETIC SURVEY
 DP7879.in March 2016.
 DP7879
 DP7879.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP7879.GEOID18 height accuracy estimate available here.
 DP7879
 DP7879.Click photographs - Photos may exist for this station.
 DP7879
 DP7879.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DP7879
 DP7879.The Laplace correction was computed from DEFLEC18 derived deflections.
 DP7879
 DP7879.The ellipsoidal height was determined by GPS observations
 DP7879.and is referenced to NAD 83.
 DP7879
 DP7879.The dynamic height is computed by dividing the NAVD 88
 DP7879.geopotential number by the normal gravity value computed on the
 DP7879.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP7879.degrees latitude (g = 980.6199 gals.).
 DP7879
 DP7879.The modeled gravity was interpolated from observed gravity values.
 DP7879
 DP7879. The following values were computed from the NAD 83(2011) position.
 DP7879
 DP7879;                    North         East     Units Scale Factor Converg.
 DP7879;SPC MN C     -   189,983.412   673,153.868   MT  0.99996567   -1 10 49.4
 DP7879;SPC MN C     -   623,303.91  2,208,505.65   sFT  0.99996567   -1 10 49.4
 DP7879;UTM  15      - 5,075,625.236   276,051.511   MT  1.00021662   -2 04 00.2
 DP7879
 DP7879!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DP7879!SPC MN C     -   0.99994821  x   0.99996567  =   0.99991388
 DP7879!UTM  15      -   0.99994821  x   1.00021662  =   1.00016482
 DP7879
 DP7879_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTL7605175625(NAD 83)
 DP7879
 DP7879                          SUPERSEDED SURVEY CONTROL
 DP7879
 DP7879.No superseded survey control is available for this station.
 DP7879
 DP7879_MARKER: DD = SURVEY DISK
 DP7879_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 DP7879+WITH SETTING: INFORMATION.
 DP7879_STAMPING: 2610 B RESET 2002
 DP7879_MARK LOGO: MNDT
 DP7879_PROJECTION: FLUSH
 DP7879_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DP7879_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DP7879_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP7879+SATELLITE: SATELLITE OBSERVATIONS - February 10, 2015
 DP7879
 DP7879  HISTORY     - Date     Condition        Report By
 DP7879  HISTORY     - 20020401 MONUMENTED       MNDT
 DP7879  HISTORY     - 20140401 GOOD             MNDT
 DP7879  HISTORY     - 20150210 GOOD             MNDT
 DP7879
 DP7879                          STATION DESCRIPTION
 DP7879
 DP7879'DESCRIBED BY MN DEPT OF TRANSP 2014 (KMS)
 DP7879'THE STATION IS LOCATED ABOUT 9.7 MI (15.6 KM) NORTHEAST OF DONNELLY,
 DP7879'9.1 MI (14.6 KM) WEST OF KENSINGTON AND 4.9 MI (7.9 KM) WEST-SOUTHWEST
 DP7879'OF HOFFMAN.
 DP7879'
 DP7879'TO REACH THE MARK GO 2.35 MI (3.8 KM) SOUTH ALONG TRUNK HIGHWAY 59
 DP7879'FROM THE JUNCTION OF TRUNK HIGHWAY 59 AND TRUNK HIGHWAY 27, (JUNCTION
 DP7879'IS 4.0 WEST OF HOFFMAN), AT TRUNK HIGHWAY 59 MILE POINT 181.25.
 DP7879'
 DP7879'THE MARK IS 68.3 FT (20.8 M) EAST OF TRUNK HIGHWAY 59, 50.3 FT (15.3
 DP7879'M) SOUTH-SOUTHEAST OF POWER POLE, 1.0 FT (0.3 M) WEST OF A WITNESS
 DP7879'POST.
 DP7879'
 DP7879'NOTE - ROD DEPTH UNKNOWN.
 DP7879
 DP7879                          STATION RECOVERY (2015)
 DP7879
 DP7879'RECOVERY NOTE BY MN DEPT OF TRANSP 2015 (DXS)
 DP7879'4.9 MILES SOUTHWEST OF HOFFMAN, 2.35 MILES SOUTH ALONG TRUNK HIGHWAY
 DP7879'59 FROM JUNCTION OF TRUNK HIGHWAY 59 AND TRUNK HIGHWAY 27, (JUNCTION
 DP7879'IS 4.0 WEST OF HOFFMAN), AT TRUNK HIGHWAY 59 MILEPOINT 181.25, 68.3
 DP7879'FEET EAST OF TRUNK HIGHWAY 59, 50.3 FEET SOUTH-SOUTHEAST OF POWER
 DP7879'POLE, 1.0 FOOT WEST OF WITNESS POST.  ROD DEPTH UNKNOWN.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DP7878 ***********************************************************************
 DP7878  DESIGNATION -  2610 C
 DP7878  PID         -  DP7878
 DP7878  STATE/COUNTY-  MN/GRANT
 DP7878  COUNTRY     -  US
 DP7878  USGS QUAD   -  PATCHEN LAKE (2019)
 DP7878
 DP7878                         *CURRENT SURVEY CONTROL
 DP7878  ______________________________________________________________________
 DP7878* NAD 83(2011) POSITION- 45 47 10.87492(N) 095 52 55.86354(W)   ADJUSTED
 DP7878* NAD 83(2011) ELLIP HT-   328.727 (meters)        (07/17/15)   ADJUSTED
 DP7878* NAD 83(2011) EPOCH   -  2010.00
 DP7878* NAVD 88 ORTHO HEIGHT -   354.895 (meters)     1164.35  (feet) ADJUSTED
 DP7878  ______________________________________________________________________
 DP7878  GEOID HEIGHT    -        -26.156 (meters)                     GEOID18
 DP7878  NAD 83(2011) X  -   -456,624.350 (meters)                     COMP
 DP7878  NAD 83(2011) Y  - -4,432,140.467 (meters)                     COMP
 DP7878  NAD 83(2011) Z  -  4,548,955.589 (meters)                     COMP
 DP7878  LAPLACE CORR    -          1.48  (seconds)                    DEFLEC18
 DP7878  DYNAMIC HEIGHT  -        354.891 (meters)     1164.34  (feet) COMP
 DP7878  MODELED GRAVITY -    980,593.8   (mgal)                       NAVD 88
 DP7878
 DP7878  VERT ORDER      -  SECOND    CLASS I
 DP7878
 DP7878  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DP7878  Standards:
 DP7878         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DP7878            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DP7878  -------------------------------------------------------------------
 DP7878  NETWORK    0.60   1.20           0.28   0.19   0.61      0.02001222
 DP7878  -------------------------------------------------------------------
 DP7878  Click here for local accuracies and other accuracy information.
 DP7878
 DP7878.The horizontal coordinates were established by GPS observations
 DP7878.and adjusted by the MN DEPT OF TRANSP in July 2015.
 DP7878
 DP7878.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DP7878.been affixed to the stable North American tectonic plate. See 
 DP7878.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DP7878
 DP7878.The horizontal coordinates are valid at the epoch date displayed above
 DP7878.which is a decimal equivalence of Year/Month/Day.
 DP7878
 DP7878.The orthometric height was determined by differential leveling and
 DP7878.adjusted by the NATIONAL GEODETIC SURVEY
 DP7878.in March 2016.
 DP7878
 DP7878.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP7878.GEOID18 height accuracy estimate available here.
 DP7878
 DP7878.Click photographs - Photos may exist for this station.
 DP7878
 DP7878.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DP7878
 DP7878.The Laplace correction was computed from DEFLEC18 derived deflections.
 DP7878
 DP7878.The ellipsoidal height was determined by GPS observations
 DP7878.and is referenced to NAD 83.
 DP7878
 DP7878.The dynamic height is computed by dividing the NAVD 88
 DP7878.geopotential number by the normal gravity value computed on the
 DP7878.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP7878.degrees latitude (g = 980.6199 gals.).
 DP7878
 DP7878.The modeled gravity was interpolated from observed gravity values.
 DP7878
 DP7878. The following values were computed from the NAD 83(2011) position.
 DP7878
 DP7878;                    North         East     Units Scale Factor Converg.
 DP7878;SPC MN C     -   188,708.176   673,092.985   MT  0.99996755   -1 10 50.5
 DP7878;SPC MN C     -   619,120.07  2,208,305.90   sFT  0.99996755   -1 10 50.5
 DP7878;UTM  15      - 5,074,350.774   275,970.892   MT  1.00021707   -2 03 59.9
 DP7878
 DP7878!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DP7878!SPC MN C     -   0.99994847  x   0.99996755  =   0.99991602
 DP7878!UTM  15      -   0.99994847  x   1.00021707  =   1.00016553
 DP7878
 DP7878_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTL7597074350(NAD 83)
 DP7878
 DP7878                          SUPERSEDED SURVEY CONTROL
 DP7878
 DP7878.No superseded survey control is available for this station.
 DP7878
 DP7878_MARKER: DB = BENCH MARK DISK
 DP7878_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DP7878_STAMPING: 2610 C
 DP7878_MARK LOGO: MNHD
 DP7878_PROJECTION: RECESSED 10 CENTIMETERS
 DP7878_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DP7878_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DP7878+STABILITY: SURFACE MOTION
 DP7878_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP7878+SATELLITE: SATELLITE OBSERVATIONS - February 10, 2015
 DP7878
 DP7878  HISTORY     - Date     Condition        Report By
 DP7878  HISTORY     - 19480401 MONUMENTED       MNHD
 DP7878  HISTORY     - 20140828 GOOD             MNDT
 DP7878  HISTORY     - 20150210 GOOD             MNDT
 DP7878
 DP7878                          STATION DESCRIPTION
 DP7878
 DP7878'DESCRIBED BY MN DEPT OF TRANSP 2014 (MAS)
 DP7878'THE STATION IS LOCATED ABOUT 9.1 MI (14.7 KM) NORTHEAST OF DONNELLY,
 DP7878'9.0 MI (14.5 KM) WEST OF KENSINGTON AND 5.3 MI (8.5 KM) SOUTHWEST OF
 DP7878'HOFFMAN.
 DP7878'
 DP7878'TO REACH THE MARK 3.15 MILES SOUTH ALONG TRUNK HIGHWAY 59 FROM
 DP7878'JUNCTION OF TRUNK HIGHWAY 59 AND TRUNK HIGHWAY 27, (JUNCTION IS 4.0
 DP7878'MILES WEST OF HOFFMAN), AT TRUNK HIGHWAY 59 MILE POINT 180.5.
 DP7878'
 DP7878'THE MARK IS 65.8 FEET WEST OF TRUNK HIGHWAY 59, 31.0 FEET SOUTH OF
 DP7878'FIELD ENTRANCE, 1.1 FEET EAST OF WITNESS POST.
 DP7878
 DP7878                          STATION RECOVERY (2015)
 DP7878
 DP7878'RECOVERY NOTE BY MN DEPT OF TRANSP 2015 (DXS)
 DP7878'4.6 MILES SOUTHWEST OF HOFFMAN, 3.15 MILES SOUTH ALONG TRUNK HIGHWAY
 DP7878'59 FROM JUNCTION OF TRUNK HIGHWAY 59 AND TRUNK HIGHWAY 27, (JUNCTION
 DP7878'IS 4.0 MILES WEST OF HOFFMAN), AT TRUNK HIGHWAY 59 MILEPOINT 180.5,
 DP7878'65.8 FEET WEST OF TRUNK HIGHWAY 59, 31.0 FEET SOUTH OF FIELD ENTRANCE,
 DP7878'1.1 FEET EAST OF WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DP4292 ***********************************************************************
 DP4292  DESIGNATION -  2610 D
 DP4292  PID         -  DP4292
 DP4292  STATE/COUNTY-  MN/GRANT
 DP4292  COUNTRY     -  US
 DP4292  USGS QUAD   -  PATCHEN LAKE (2019)
 DP4292
 DP4292                         *CURRENT SURVEY CONTROL
 DP4292  ______________________________________________________________________
 DP4292* NAD 83(2011) POSITION- 45 46 26.81547(N) 095 52 53.64500(W)   ADJUSTED
 DP4292* NAD 83(2011) ELLIP HT-   332.515 (meters)        (08/11/14)   ADJUSTED
 DP4292* NAD 83(2011) EPOCH   -  2010.00
 DP4292* NAVD 88 ORTHO HEIGHT -   358.669 (meters)     1176.73  (feet) ADJUSTED
 DP4292  ______________________________________________________________________
 DP4292  GEOID HEIGHT    -        -26.148 (meters)                     GEOID18
 DP4292  NAD 83(2011) X  -   -456,676.854 (meters)                     COMP
 DP4292  NAD 83(2011) Y  - -4,433,117.810 (meters)                     COMP
 DP4292  NAD 83(2011) Z  -  4,548,009.565 (meters)                     COMP
 DP4292  LAPLACE CORR    -          1.43  (seconds)                    DEFLEC18
 DP4292  DYNAMIC HEIGHT  -        358.665 (meters)     1176.72  (feet) COMP
 DP4292  MODELED GRAVITY -    980,592.7   (mgal)                       NAVD 88
 DP4292
 DP4292  VERT ORDER      -  SECOND    CLASS I
 DP4292
 DP4292  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DP4292  Standards:
 DP4292         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DP4292            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DP4292  -------------------------------------------------------------------
 DP4292  NETWORK    0.92   1.41           0.42   0.31   0.72      0.14465717
 DP4292  -------------------------------------------------------------------
 DP4292  Click here for local accuracies and other accuracy information.
 DP4292
 DP4292.The horizontal coordinates were established by GPS observations
 DP4292.and adjusted by the MN DEPT OF TRANSP in August 2014.
 DP4292
 DP4292.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DP4292.been affixed to the stable North American tectonic plate. See 
 DP4292.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DP4292
 DP4292.The horizontal coordinates are valid at the epoch date displayed above
 DP4292.which is a decimal equivalence of Year/Month/Day.
 DP4292
 DP4292.The orthometric height was determined by differential leveling and
 DP4292.adjusted by the NATIONAL GEODETIC SURVEY
 DP4292.in March 2016.
 DP4292
 DP4292.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP4292.GEOID18 height accuracy estimate available here.
 DP4292
 DP4292.Click photographs - Photos may exist for this station.
 DP4292
 DP4292.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DP4292
 DP4292.The Laplace correction was computed from DEFLEC18 derived deflections.
 DP4292
 DP4292.The ellipsoidal height was determined by GPS observations
 DP4292.and is referenced to NAD 83.
 DP4292
 DP4292.The dynamic height is computed by dividing the NAVD 88
 DP4292.geopotential number by the normal gravity value computed on the
 DP4292.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP4292.degrees latitude (g = 980.6199 gals.).
 DP4292
 DP4292.The modeled gravity was interpolated from observed gravity values.
 DP4292
 DP4292. The following values were computed from the NAD 83(2011) position.
 DP4292
 DP4292;                    North         East     Units Scale Factor Converg.
 DP4292;SPC MN C     -   187,347.221   673,112.876   MT  0.99996960   -1 10 48.9
 DP4292;SPC MN C     -   614,655.01  2,208,371.16   sFT  0.99996960   -1 10 48.9
 DP4292;UTM  15      - 5,072,989.336   275,969.743   MT  1.00021707   -2 03 56.8
 DP4292
 DP4292!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DP4292!SPC MN C     -   0.99994787  x   0.99996960  =   0.99991748
 DP4292!UTM  15      -   0.99994787  x   1.00021707  =   1.00016493
 DP4292
 DP4292_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTL7596972989(NAD 83)
 DP4292
 DP4292                          SUPERSEDED SURVEY CONTROL
 DP4292
 DP4292  NAVD 88 (08/11/14)  358.65   (m)  GEOID12A model used  GPS OBS        
 DP4292
 DP4292.Superseded values are not recommended for survey control.
 DP4292
 DP4292.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DP4292.See file dsdata.pdf to determine how the superseded data were derived.
 DP4292
 DP4292_MARKER: DB = BENCH MARK DISK
 DP4292_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 DP4292_STAMPING: 2610 D 1947
 DP4292_MARK LOGO: MNHD
 DP4292_PROJECTION: FLUSH
 DP4292_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DP4292_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DP4292_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP4292+SATELLITE: SATELLITE OBSERVATIONS - August 28, 2014
 DP4292
 DP4292  HISTORY     - Date     Condition        Report By
 DP4292  HISTORY     - 19480401 MONUMENTED       MNHD
 DP4292  HISTORY     - 20130619 GOOD             MNDT
 DP4292  HISTORY     - 20140828 GOOD             MNDT
 DP4292
 DP4292                          STATION DESCRIPTION
 DP4292
 DP4292'DESCRIBED BY MN DEPT OF TRANSP 2013 (SLD)
 DP4292'9.5 MILES SOUTH OF BARRETT, 9.25 MILES SOUTH ALONG TRUNK HIGHWAY 59
 DP4292'FROM THE JUNCTION OF TRUNK HIGHWAY 59 AND TRUNK HIGHWAY 55 IN BARRETT,
 DP4292'AT TRUNK HIGHWAY 59 MILEPOINT 179.65, 70.5 FEET EAST OF TRUNK HIGHWAY
 DP4292'59, 12.3 FEET SOUTHEAST OF POWER POLE NO. 205, 0.5 FOOT NORTH OF
 DP4292'WITNESS POST.
 DP4292
 DP4292                          STATION RECOVERY (2014)
 DP4292
 DP4292'RECOVERY NOTE BY MN DEPT OF TRANSP 2014 (MAS)
 DP4292'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DP7880 ***********************************************************************
 DP7880  DESIGNATION -  2610 J RESET 2
 DP7880  PID         -  DP7880
 DP7880  STATE/COUNTY-  MN/GRANT
 DP7880  COUNTRY     -  US
 DP7880  USGS QUAD   -  PATCHEN LAKE (2019)
 DP7880
 DP7880                         *CURRENT SURVEY CONTROL
 DP7880  ______________________________________________________________________
 DP7880* NAD 83(2011) POSITION- 45 50 47.62179(N) 095 52 57.65487(W)   ADJUSTED
 DP7880* NAD 83(2011) ELLIP HT-   332.100 (meters)        (07/17/15)   ADJUSTED
 DP7880* NAD 83(2011) EPOCH   -  2010.00
 DP7880* NAVD 88 ORTHO HEIGHT -   358.314 (meters)     1175.57  (feet) ADJUSTED
 DP7880  ______________________________________________________________________
 DP7880  GEOID HEIGHT    -        -26.216 (meters)                     GEOID18
 DP7880  NAD 83(2011) X  -   -456,171.214 (meters)                     COMP
 DP7880  NAD 83(2011) Y  - -4,427,365.014 (meters)                     COMP
 DP7880  NAD 83(2011) Z  -  4,553,622.247 (meters)                     COMP
 DP7880  LAPLACE CORR    -          1.46  (seconds)                    DEFLEC18
 DP7880  DYNAMIC HEIGHT  -        358.312 (meters)     1175.56  (feet) COMP
 DP7880  MODELED GRAVITY -    980,598.8   (mgal)                       NAVD 88
 DP7880
 DP7880  VERT ORDER      -  SECOND    CLASS I
 DP7880
 DP7880  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DP7880  Standards:
 DP7880         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DP7880            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DP7880  -------------------------------------------------------------------
 DP7880  NETWORK    0.57   1.23           0.27   0.17   0.63     -0.01723777
 DP7880  -------------------------------------------------------------------
 DP7880  Click here for local accuracies and other accuracy information.
 DP7880
 DP7880.The horizontal coordinates were established by GPS observations
 DP7880.and adjusted by the MN DEPT OF TRANSP in July 2015.
 DP7880
 DP7880.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DP7880.been affixed to the stable North American tectonic plate. See 
 DP7880.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DP7880
 DP7880.The horizontal coordinates are valid at the epoch date displayed above
 DP7880.which is a decimal equivalence of Year/Month/Day.
 DP7880
 DP7880.The orthometric height was determined by differential leveling and
 DP7880.adjusted by the NATIONAL GEODETIC SURVEY
 DP7880.in March 2016.
 DP7880
 DP7880.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP7880.GEOID18 height accuracy estimate available here.
 DP7880
 DP7880.Click photographs - Photos may exist for this station.
 DP7880
 DP7880.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DP7880
 DP7880.The Laplace correction was computed from DEFLEC18 derived deflections.
 DP7880
 DP7880.The ellipsoidal height was determined by GPS observations
 DP7880.and is referenced to NAD 83.
 DP7880
 DP7880.The dynamic height is computed by dividing the NAVD 88
 DP7880.geopotential number by the normal gravity value computed on the
 DP7880.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP7880.degrees latitude (g = 980.6199 gals.).
 DP7880
 DP7880.The modeled gravity was interpolated from observed gravity values.
 DP7880
 DP7880. The following values were computed from the NAD 83(2011) position.
 DP7880
 DP7880;                    North         East     Units Scale Factor Converg.
 DP7880;SPC MN C     -   195,399.225   673,192.230   MT  0.99995812   -1 10 51.8
 DP7880;SPC MN C     -   641,072.29  2,208,631.51   sFT  0.99995812   -1 10 51.8
 DP7880;UTM  15      - 5,081,041.183   276,173.757   MT  1.00021594   -2 04 08.8
 DP7880
 DP7880!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DP7880!SPC MN C     -   0.99994794  x   0.99995812  =   0.99990606
 DP7880!UTM  15      -   0.99994794  x   1.00021594  =   1.00016387
 DP7880
 DP7880_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTL7617381041(NAD 83)
 DP7880
 DP7880                          SUPERSEDED SURVEY CONTROL
 DP7880
 DP7880.No superseded survey control is available for this station.
 DP7880
 DP7880_MARKER: I = METAL ROD
 DP7880_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 DP7880+WITH SETTING: INFORMATION.
 DP7880_STAMPING: 2610 J RESET 2014
 DP7880_MARK LOGO: MNDT
 DP7880_PROJECTION: RECESSED 5 CENTIMETERS
 DP7880_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DP7880_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DP7880_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP7880+SATELLITE: SATELLITE OBSERVATIONS - February 03, 2015
 DP7880_ROD/PIPE-DEPTH: 4.6 meters
 DP7880
 DP7880  HISTORY     - Date     Condition        Report By
 DP7880  HISTORY     - 20140828 MONUMENTED       MNDT
 DP7880  HISTORY     - 20150203 GOOD             MNDT
 DP7880
 DP7880                          STATION DESCRIPTION
 DP7880
 DP7880'DESCRIBED BY MN DEPT OF TRANSP 2014
 DP7880'THE STATION IS LOCATED ABOUT 10.5 MI (16.9 KM) SOUTH-SOUTHWEST OF
 DP7880'ERDAHL, 10.2 MI (16.4 KM) WEST-NORTHWEST OF KENSINGTON AND 4.5 MI (7.2
 DP7880'KM) WEST-NORTHWEST OF HOFFMAN, 4.5 MI (7.2 KM) SOUTH OF BARRETT.
 DP7880'
 DP7880'TO REACH THE MARK GO 4.3 MI (6.9 KM) SOUTH ALONG TRUNK HIGHWAY 59 FROM
 DP7880'THE JUNCTION OF TRUNK HIGHWAY 59 AND TRUNK HIGHWAY 55 IN BARRETT, AT
 DP7880'TRUNK HIGHWAY 55 MILE POINT 184.6.
 DP7880'
 DP7880'THE MARK IS 73.8 FT (22.5 M) WEST OF TRUNK HIGHWAY 59, 55.2 FT (16.8
 DP7880'M) SOUTH OF 160TH STREET, 30.7 FT (9.4 M) NORTH OF CABLE BOX, 30.6 FT
 DP7880'(9.3 M) SOUTH OF POWER POLE WITH TWO GUY WIRES, 24.2 FT (7.4 M) EAST
 DP7880'OF IRRIGATION WELL HEAD, 1.1 FT (0.3 M) EAST OF A WITNESS POST.
 DP7880'
 DP7880'NOTE - THE STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM
 DP7880'ROD DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION REMOVABLE
 DP7880'DISK SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH
 DP7880'PVC PIPE BACK FILLED WITH WASHED SAND.
 DP7880
 DP7880                          STATION RECOVERY (2015)
 DP7880
 DP7880'RECOVERY NOTE BY MN DEPT OF TRANSP 2015 (MPP)
 DP7880'4.5 MILES SOUTH OF BARRETT, 4.3 MILES SOUTH ALONG TRUNK HIGHWAY 59
 DP7880'FROM JUNCTION OF TRUNK HIGHWAY 59 AND TRUNK HIGHWAY 55 IN BARRETT, AT
 DP7880'TRUNK HIGHWAY 55 MILEPOINT 184.6, 73.8 FEET WEST OF TRUNK HIGHWAY 59,
 DP7880'55.2 FEET SOUTH OF 160TH STREET, 30.7 FEET NORTH OF CABLE BOX, 30.6
 DP7880'FEET SOUTH OF POWER POLE WITH TWO GUY WIRES, 24.2 FEET EAST OF
 DP7880'IRRIGATION WELL HEAD, 1.1 FEET EAST OF WITNESS POST.  ROD DEPTH
 DP7880'UNKNOWN.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DO7018 ***********************************************************************
 DO7018  DESIGNATION -  2610 M
 DO7018  PID         -  DO7018
 DO7018  STATE/COUNTY-  MN/GRANT
 DO7018  COUNTRY     -  US
 DO7018  USGS QUAD   -  PATCHEN LAKE (2019)
 DO7018
 DO7018                         *CURRENT SURVEY CONTROL
 DO7018  ______________________________________________________________________
 DO7018* NAD 83(2011) POSITION- 45 49 03.27009(N) 095 52 58.07980(W)   ADJUSTED
 DO7018* NAD 83(2011) ELLIP HT-   335.151 (meters)        (07/17/15)   ADJUSTED
 DO7018* NAD 83(2011) EPOCH   -  2010.00
 DO7018* NAVD 88 ORTHO HEIGHT -   361.321 (meters)     1185.43  (feet) ADJUSTED
 DO7018  ______________________________________________________________________
 DO7018  GEOID HEIGHT    -        -26.184 (meters)                     GEOID18
 DO7018  NAD 83(2011) X  -   -456,417.428 (meters)                     COMP
 DO7018  NAD 83(2011) Y  - -4,429,665.139 (meters)                     COMP
 DO7018  NAD 83(2011) Z  -  4,551,379.483 (meters)                     COMP
 DO7018  LAPLACE CORR    -          1.34  (seconds)                    DEFLEC18
 DO7018  DYNAMIC HEIGHT  -        361.318 (meters)     1185.42  (feet) COMP
 DO7018  MODELED GRAVITY -    980,596.5   (mgal)                       NAVD 88
 DO7018
 DO7018  VERT ORDER      -  SECOND    CLASS I
 DO7018
 DO7018  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DO7018  Standards:
 DO7018         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DO7018            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DO7018  -------------------------------------------------------------------
 DO7018  NETWORK    0.57   1.18           0.27   0.18   0.60      0.02036930
 DO7018  -------------------------------------------------------------------
 DO7018  Click here for local accuracies and other accuracy information.
 DO7018
 DO7018.The horizontal coordinates were established by GPS observations
 DO7018.and adjusted by the MN DEPT OF TRANSP in July 2015.
 DO7018
 DO7018.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DO7018.been affixed to the stable North American tectonic plate. See 
 DO7018.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DO7018
 DO7018.The horizontal coordinates are valid at the epoch date displayed above
 DO7018.which is a decimal equivalence of Year/Month/Day.
 DO7018
 DO7018.The orthometric height was determined by differential leveling and
 DO7018.adjusted by the NATIONAL GEODETIC SURVEY
 DO7018.in March 2020.
 DO7018
 DO7018.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO7018.GEOID18 height accuracy estimate available here.
 DO7018
 DO7018.Click photographs - Photos may exist for this station.
 DO7018
 DO7018.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DO7018
 DO7018.The Laplace correction was computed from DEFLEC18 derived deflections.
 DO7018
 DO7018.The ellipsoidal height was determined by GPS observations
 DO7018.and is referenced to NAD 83.
 DO7018
 DO7018.The dynamic height is computed by dividing the NAVD 88
 DO7018.geopotential number by the normal gravity value computed on the
 DO7018.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO7018.degrees latitude (g = 980.6199 gals.).
 DO7018
 DO7018.The modeled gravity was interpolated from observed gravity values.
 DO7018
 DO7018. The following values were computed from the NAD 83(2011) position.
 DO7018
 DO7018;                    North         East     Units Scale Factor Converg.
 DO7018;SPC MN C     -   192,178.425   673,116.654   MT  0.99996253   -1 10 52.1
 DO7018;SPC MN C     -   630,505.38  2,208,383.56   sFT  0.99996253   -1 10 52.1
 DO7018;UTM  15      - 5,077,821.116   276,048.268   MT  1.00021664   -2 04 05.5
 DO7018
 DO7018!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DO7018!SPC MN C     -   0.99994746  x   0.99996253  =   0.99990999
 DO7018!UTM  15      -   0.99994746  x   1.00021664  =   1.00016409
 DO7018
 DO7018_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTL7604877821(NAD 83)
 DO7018
 DO7018                          SUPERSEDED SURVEY CONTROL
 DO7018
 DO7018  NAVD 88 (03/23/16)  361.347  (m)         1185.52   (f) SUPERSEDED  2 1
 DO7018  NAVD 88 (06/17/14)  361.325  (m)         1185.45   (f) SUPERSEDED  2 1
 DO7018
 DO7018.Superseded values are not recommended for survey control.
 DO7018
 DO7018.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DO7018.See file dsdata.pdf to determine how the superseded data were derived.
 DO7018
 DO7018_MARKER: I = METAL ROD
 DO7018_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DO7018_STAMPING: 2610 M 2010
 DO7018_MARK LOGO: MNDT
 DO7018_PROJECTION: RECESSED 3 CENTIMETERS
 DO7018_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DO7018_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DO7018_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DO7018+SATELLITE: SATELLITE OBSERVATIONS - February 11, 2015
 DO7018_ROD/PIPE-DEPTH: 7.6 meters
 DO7018
 DO7018  HISTORY     - Date     Condition        Report By
 DO7018  HISTORY     - 20101012 MONUMENTED       MNDT
 DO7018  HISTORY     - 20140828 GOOD             MNDT
 DO7018  HISTORY     - 20150211 GOOD             MNDT
 DO7018
 DO7018                          STATION DESCRIPTION
 DO7018
 DO7018'DESCRIBED BY MN DEPT OF TRANSP 2010
 DO7018'THE ROD MARK IS LOCATED ABOUT 10.8 MI (17.4 KM) NORTHEAST OF DONNELLY,
 DO7018'9.4 MI (15.1 KM) WEST-NORTHWEST OF KENSINGTON AND 4.5 MI (7.2 KM) WEST
 DO7018'OF HOFFMAN.
 DO7018'
 DO7018'WEST-SOUTHWEST OF HOFFMAN, 1.0 MI (1.6 KM) SOUTH ALONG TRUNK HIGHWAY
 DO7018'59 FROM THE JUNCTION OF TRUNK HIGHWAY 59 AND TRUNK HIGHWAY 27, AT
 DO7018'TRUNK HIGHWAY 59 MILE POINT 182.65.
 DO7018'
 DO7018'THE ROD MARK WITH GEODETIC CONTROL DISK IS FOUND 165.7 FT (50.5 M)
 DO7018'WEST OF TRUNK HIGHWAY 59, 40.4 FT (12.3 M) SOUTH OF 140TH STREET AND
 DO7018'1.8 FT (0.5 M) WEST OF A WITNESS POST.
 DO7018
 DO7018                          STATION RECOVERY (2014)
 DO7018
 DO7018'RECOVERY NOTE BY MN DEPT OF TRANSP 2014 (MAS)
 DO7018'RECOVERED IN GOOD CONDITION.
 DO7018'
 DO7018'NOTE - THE STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM
 DO7018'ROD DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION REMOVABLE
 DO7018'DISK SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH
 DO7018'PVC PIPE BACK FILLED WITH WASHED SAND.
 DO7018
 DO7018                          STATION RECOVERY (2015)
 DO7018
 DO7018'RECOVERY NOTE BY MN DEPT OF TRANSP 2015 (TXD)
 DO7018'4.5 MILES WEST-SOUTHWEST OF HOFFMAN, 1.0 MILE SOUTH ALONG TRUNK
 DO7018'HIGHWAY 59 FROM JUNCTION OF TRUNK HIGHWAY 59 AND TRUNK HIGHWAY 27,
 DO7018'(JUNCTION IS 4.0 MILES WEST OF HOFFMAN), AT TRUNK HIGHWAY 59 MILEPOINT
 DO7018'182.65, 165.7 FEET WEST OF TRUNK HIGHWAY 59, 40.4 FEET SOUTH OF 140TH
 DO7018'STREET, 1.8 FEET WEST OF WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DP7881 ***********************************************************************
 DP7881  DESIGNATION -  2610 N
 DP7881  PID         -  DP7881
 DP7881  STATE/COUNTY-  MN/GRANT
 DP7881  COUNTRY     -  US
 DP7881  USGS QUAD   -  PATCHEN LAKE (2019)
 DP7881
 DP7881                         *CURRENT SURVEY CONTROL
 DP7881  ______________________________________________________________________
 DP7881* NAD 83(2011) POSITION- 45 51 40.35944(N) 095 52 58.02243(W)   ADJUSTED
 DP7881* NAD 83(2011) ELLIP HT-   332.976 (meters)        (07/17/15)   ADJUSTED
 DP7881* NAD 83(2011) EPOCH   -  2010.00
 DP7881* NAVD 88 ORTHO HEIGHT -   359.212 (meters)     1178.51  (feet) ADJUSTED
 DP7881  ______________________________________________________________________
 DP7881  GEOID HEIGHT    -        -26.235 (meters)                     GEOID18
 DP7881  NAD 83(2011) X  -   -456,059.408 (meters)                     COMP
 DP7881  NAD 83(2011) Y  - -4,426,202.521 (meters)                     COMP
 DP7881  NAD 83(2011) Z  -  4,554,756.997 (meters)                     COMP
 DP7881  LAPLACE CORR    -          1.49  (seconds)                    DEFLEC18
 DP7881  DYNAMIC HEIGHT  -        359.210 (meters)     1178.51  (feet) COMP
 DP7881  MODELED GRAVITY -    980,599.6   (mgal)                       NAVD 88
 DP7881
 DP7881  VERT ORDER      -  SECOND    CLASS I
 DP7881
 DP7881  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DP7881  Standards:
 DP7881         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DP7881            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DP7881  -------------------------------------------------------------------
 DP7881  NETWORK    0.61   1.31           0.29   0.19   0.67     -0.01601863
 DP7881  -------------------------------------------------------------------
 DP7881  Click here for local accuracies and other accuracy information.
 DP7881
 DP7881.The horizontal coordinates were established by GPS observations
 DP7881.and adjusted by the MN DEPT OF TRANSP in July 2015.
 DP7881
 DP7881.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DP7881.been affixed to the stable North American tectonic plate. See 
 DP7881.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DP7881
 DP7881.The horizontal coordinates are valid at the epoch date displayed above
 DP7881.which is a decimal equivalence of Year/Month/Day.
 DP7881
 DP7881.The orthometric height was determined by differential leveling and
 DP7881.adjusted by the NATIONAL GEODETIC SURVEY
 DP7881.in March 2016.
 DP7881
 DP7881.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP7881.GEOID18 height accuracy estimate available here.
 DP7881
 DP7881.Click photographs - Photos may exist for this station.
 DP7881
 DP7881.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DP7881
 DP7881.The Laplace correction was computed from DEFLEC18 derived deflections.
 DP7881
 DP7881.The ellipsoidal height was determined by GPS observations
 DP7881.and is referenced to NAD 83.
 DP7881
 DP7881.The dynamic height is computed by dividing the NAVD 88
 DP7881.geopotential number by the normal gravity value computed on the
 DP7881.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP7881.degrees latitude (g = 980.6199 gals.).
 DP7881
 DP7881.The modeled gravity was interpolated from observed gravity values.
 DP7881
 DP7881. The following values were computed from the NAD 83(2011) position.
 DP7881
 DP7881;                    North         East     Units Scale Factor Converg.
 DP7881;SPC MN C     -   197,027.225   673,217.863   MT  0.99995599   -1 10 52.1
 DP7881;SPC MN C     -   646,413.49  2,208,715.61   sFT  0.99995599   -1 10 52.1
 DP7881;UTM  15      - 5,082,669.011   276,224.640   MT  1.00021566   -2 04 10.9
 DP7881
 DP7881!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DP7881!SPC MN C     -   0.99994780  x   0.99995599  =   0.99990379
 DP7881!UTM  15      -   0.99994780  x   1.00021566  =   1.00016345
 DP7881
 DP7881_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTL7622482669(NAD 83)
 DP7881
 DP7881                          SUPERSEDED SURVEY CONTROL
 DP7881
 DP7881.No superseded survey control is available for this station.
 DP7881
 DP7881_MARKER: I = METAL ROD
 DP7881_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DP7881_STAMPING: 2610 N 2010
 DP7881_MARK LOGO: MNDT
 DP7881_PROJECTION: RECESSED 5 CENTIMETERS
 DP7881_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DP7881_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DP7881_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP7881+SATELLITE: SATELLITE OBSERVATIONS - February 11, 2015
 DP7881_ROD/PIPE-DEPTH: 7.6 meters
 DP7881
 DP7881  HISTORY     - Date     Condition        Report By
 DP7881  HISTORY     - 20101012 MONUMENTED       MNDT
 DP7881  HISTORY     - 20140828 GOOD             MNDT
 DP7881  HISTORY     - 20150211 GOOD             MNDT
 DP7881
 DP7881                          STATION DESCRIPTION
 DP7881
 DP7881'DESCRIBED BY MN DEPT OF TRANSP 2014 (MAS)
 DP7881'THE STATION IS LOCATED ABOUT 10.2 MI (16.4 KM) SOUTH-SOUTHEAST OF
 DP7881'ELBOW LAKE, 9.6 MI (15.4 KM) SOUTH-SOUTHWEST OF ERDAHL AND 4.9 MI (7.9
 DP7881'KM) WEST-NORTHWEST OF HOFFMAN.
 DP7881'
 DP7881'TO REACH THE MARK GO 3.15 MI (5.1 KM) SOUTH ALONG TRUNK HIGHWAY 59
 DP7881'FROM THE JUNCTION OF TRUNK HIGHWAY 59 AND TRUNK HIGHWAY 55 IN BARRETT,
 DP7881'AT TRUNK HIGHWAY 59 MILE POINT 185.65.
 DP7881'
 DP7881'THE MARK IS 63.6 FT (19.4 M) WEST OF TRUNK HIGHWAY 59, 18.2 FT (5.5 M)
 DP7881'SOUTH OF A FIELD ENTRANCE, 14.0 FT (4.3 M) EAST OF POWER POLE WITH 2
 DP7881'GUY WIRES, 9.3 FT (2.8 M) EAST OF RIGHT-OF-WAY POST, 8.0 FT (2.4 M)
 DP7881'NORTH OF EXTENDED 170TH STREET, 9.3 FT (2.8 M) EAST OF A WITNESS POST.
 DP7881'NOTE - THE STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM
 DP7881'ROD DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION REMOVABLE
 DP7881'DISK SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH
 DP7881'PVC PIPE BACK FILLED WITH WASHED SAND.
 DP7881
 DP7881                          STATION RECOVERY (2015)
 DP7881
 DP7881'RECOVERY NOTE BY MN DEPT OF TRANSP 2015 (DXS)
 DP7881'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DP7882 ***********************************************************************
 DP7882  DESIGNATION -  2610 P
 DP7882  PID         -  DP7882
 DP7882  STATE/COUNTY-  MN/GRANT
 DP7882  COUNTRY     -  US
 DP7882  USGS QUAD   -  ELBOW LAKE (2019)
 DP7882
 DP7882                         *CURRENT SURVEY CONTROL
 DP7882  ______________________________________________________________________
 DP7882* NAD 83(2011) POSITION- 45 53 24.86179(N) 095 53 17.37503(W)   ADJUSTED
 DP7882* NAD 83(2011) ELLIP HT-   327.898 (meters)        (07/17/15)   ADJUSTED
 DP7882* NAD 83(2011) EPOCH   -  2010.00
 DP7882* NAVD 88 ORTHO HEIGHT -   354.190 (meters)     1162.04  (feet) ADJUSTED
 DP7882  ______________________________________________________________________
 DP7882  GEOID HEIGHT    -        -26.278 (meters)                     GEOID18
 DP7882  NAD 83(2011) X  -   -456,236.717 (meters)                     COMP
 DP7882  NAD 83(2011) Y  - -4,423,852.229 (meters)                     COMP
 DP7882  NAD 83(2011) Z  -  4,556,999.797 (meters)                     COMP
 DP7882  LAPLACE CORR    -          1.32  (seconds)                    DEFLEC18
 DP7882  DYNAMIC HEIGHT  -        354.188 (meters)     1162.03  (feet) COMP
 DP7882  MODELED GRAVITY -    980,599.2   (mgal)                       NAVD 88
 DP7882
 DP7882  VERT ORDER      -  SECOND    CLASS I
 DP7882
 DP7882  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DP7882  Standards:
 DP7882         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DP7882            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DP7882  -------------------------------------------------------------------
 DP7882  NETWORK    0.57   1.25           0.27   0.17   0.64      0.01116305
 DP7882  -------------------------------------------------------------------
 DP7882  Click here for local accuracies and other accuracy information.
 DP7882
 DP7882.The horizontal coordinates were established by GPS observations
 DP7882.and adjusted by the MN DEPT OF TRANSP in July 2015.
 DP7882
 DP7882.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DP7882.been affixed to the stable North American tectonic plate. See 
 DP7882.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DP7882
 DP7882.The horizontal coordinates are valid at the epoch date displayed above
 DP7882.which is a decimal equivalence of Year/Month/Day.
 DP7882
 DP7882.The orthometric height was determined by differential leveling and
 DP7882.adjusted by the NATIONAL GEODETIC SURVEY
 DP7882.in March 2016.
 DP7882
 DP7882.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP7882.GEOID18 height accuracy estimate available here.
 DP7882
 DP7882.Click photographs - Photos may exist for this station.
 DP7882
 DP7882.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DP7882
 DP7882.The Laplace correction was computed from DEFLEC18 derived deflections.
 DP7882
 DP7882.The ellipsoidal height was determined by GPS observations
 DP7882.and is referenced to NAD 83.
 DP7882
 DP7882.The dynamic height is computed by dividing the NAVD 88
 DP7882.geopotential number by the normal gravity value computed on the
 DP7882.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP7882.degrees latitude (g = 980.6199 gals.).
 DP7882
 DP7882.The modeled gravity was interpolated from observed gravity values.
 DP7882
 DP7882. The following values were computed from the NAD 83(2011) position.
 DP7882
 DP7882;                    North         East     Units Scale Factor Converg.
 DP7882;SPC MN C     -   200,261.484   672,867.234   MT  0.99995196   -1 11 06.1
 DP7882;SPC MN C     -   657,024.55  2,207,565.25   sFT  0.99995196   -1 11 06.1
 DP7882;UTM  15      - 5,085,909.171   275,924.157   MT  1.00021731   -2 04 28.5
 DP7882
 DP7882!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DP7882!SPC MN C     -   0.99994860  x   0.99995196  =   0.99990056
 DP7882!UTM  15      -   0.99994860  x   1.00021731  =   1.00016590
 DP7882
 DP7882_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTL7592485909(NAD 83)
 DP7882
 DP7882                          SUPERSEDED SURVEY CONTROL
 DP7882
 DP7882.No superseded survey control is available for this station.
 DP7882
 DP7882_MARKER: I = METAL ROD
 DP7882_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DP7882_STAMPING: 2610 P 2010
 DP7882_MARK LOGO: MNDT
 DP7882_PROJECTION: RECESSED 3 CENTIMETERS
 DP7882_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DP7882_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DP7882_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP7882+SATELLITE: SATELLITE OBSERVATIONS - February 11, 2015
 DP7882_ROD/PIPE-DEPTH: 6.1 meters
 DP7882
 DP7882  HISTORY     - Date     Condition        Report By
 DP7882  HISTORY     - 20101012 MONUMENTED       MNDT
 DP7882  HISTORY     - 20140828 GOOD             MNDT
 DP7882  HISTORY     - 20150211 GOOD             MNDT
 DP7882
 DP7882                          STATION DESCRIPTION
 DP7882
 DP7882'DESCRIBED BY MN DEPT OF TRANSP 2014 (MAS)
 DP7882'THE STATION IS LOCATED ABOUT 8.3 MI (13.4 KM) SOUTH-SOUTHEAST OF ELBOW
 DP7882'LAKE, 7.8 MI (12.6 KM) SOUTH-SOUTHWEST OF ERDAHL AND 6.3 MI (10.1 KM)
 DP7882'NORTHWEST OF HOFFMAN, 1.5 MI (2.4 KM) SOUTH OF BARRETT.
 DP7882'
 DP7882'TO REACH THE MARK GO 1.1 MI (1.8 KM) SOUTH ALONG TRUNK HIGHWAY 59
 DP7882'FROM THE JUNCTION OF TRUNK HIGHWAY 59 AND TRUNK HIGHWAY 55 IN BARRETT,
 DP7882'AT TRUNK HIGHWAY 59 MILE POINT 187.70.
 DP7882'
 DP7882'THE MARK IS 57.6 FT (17.6 M) EAST OF TRUNK HIGHWAY 59, 49.1 FT (15.0
 DP7882'M) SOUTH OF 190TH STREET, 2.0 FT (0.6 M) WEST OF A WITNESS POST.
 DP7882
 DP7882                          STATION RECOVERY (2015)
 DP7882
 DP7882'RECOVERY NOTE BY MN DEPT OF TRANSP 2015 (BXB)
 DP7882'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DO8453 ***********************************************************************
 DO8453  DESIGNATION -  2611 A
 DO8453  PID         -  DO8453
 DO8453  STATE/COUNTY-  MN/GRANT
 DO8453  COUNTRY     -  US
 DO8453  USGS QUAD   -  WENDELL (2019)
 DO8453
 DO8453                         *CURRENT SURVEY CONTROL
 DO8453  ______________________________________________________________________
 DO8453* NAD 83(1986) POSITION- 46 05 37.50   (N) 096 00 01.18   (W)   HD_HELD1
 DO8453* NAVD 88 ORTHO HEIGHT -   365.717 (meters)     1199.86  (feet) ADJUSTED
 DO8453  ______________________________________________________________________
 DO8453  GEOID HEIGHT    -        -26.542 (meters)                     GEOID18
 DO8453  DYNAMIC HEIGHT  -        365.717 (meters)     1199.86  (feet) COMP
 DO8453  MODELED GRAVITY -    980,604.4   (mgal)                       NAVD 88
 DO8453
 DO8453  VERT ORDER      -  SECOND    CLASS I
 DO8453
 DO8453.The horizontal coordinates were determined by differentially corrected
 DO8453.hand held GPS observations or other comparable positioning techniques
 DO8453.and have an estimated accuracy of +/- 3 meters.
 DO8453
 DO8453.The orthometric height was determined by differential leveling and
 DO8453.adjusted by the NATIONAL GEODETIC SURVEY
 DO8453.in March 2020.
 DO8453
 DO8453.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO8453.GEOID18 height accuracy estimate available here.
 DO8453
 DO8453.Click photographs - Photos may exist for this station.
 DO8453
 DO8453.The dynamic height is computed by dividing the NAVD 88
 DO8453.geopotential number by the normal gravity value computed on the
 DO8453.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO8453.degrees latitude (g = 980.6199 gals.).
 DO8453
 DO8453.The modeled gravity was interpolated from observed gravity values.
 DO8453
 DO8453;                    North         East    Units  Estimated Accuracy
 DO8453;SPC MN C     -   223,061.3     664,663.4     MT  (+/- 3 meters HH1 GPS) 
 DO8453
 DO8453_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQS3187508838(NAD 83)
 DO8453
 DO8453                          SUPERSEDED SURVEY CONTROL
 DO8453
 DO8453  NAVD 88 (02/13/18)  365.740  (m)         1199.93   (f) SUPERSEDED  2 1
 DO8453  NAVD 88 (06/17/14)  365.749  (m)         1199.96   (f) SUPERSEDED  2 1
 DO8453
 DO8453.Superseded values are not recommended for survey control.
 DO8453
 DO8453.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DO8453.See file dsdata.pdf to determine how the superseded data were derived.
 DO8453
 DO8453_MARKER: DB = BENCH MARK DISK
 DO8453_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 DO8453_STAMPING: 2611 A
 DO8453_MARK LOGO: MNHD
 DO8453_PROJECTION: RECESSED 10 CENTIMETERS
 DO8453_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 DO8453_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DO8453_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DO8453+SATELLITE: SATELLITE OBSERVATIONS - September 08, 2010
 DO8453
 DO8453  HISTORY     - Date     Condition        Report By
 DO8453  HISTORY     - 19710401 MONUMENTED       MNHD
 DO8453  HISTORY     - 20100908 GOOD             MNDT
 DO8453  HISTORY     - 20230913 MARK NOT FOUND   MNDT
 DO8453
 DO8453                          STATION DESCRIPTION
 DO8453
 DO8453'DESCRIBED BY MN DEPT OF TRANSP 2010 (KMS)
 DO8453'7.7 MILES NORTH OF ELBOW LAKE, 7.4 MILES NORTHWEST AND NORTH ALONG
 DO8453'TRUNK HIGHWAY 59 FROM JUNCTION OF TRUNK HIGHWAY 59 AND TRUNK HIGHWAY
 DO8453'79 IN ELBOW LAKE TO TRUNK HIGHWAY 59 MILEPOINT 203.9, THEN 0.1 MILE
 DO8453'WEST ON 330TH STREET, 31.0 FEET SOUTH OF 330TH STREET, 19.0 FEET EAST
 DO8453'OF FIELD ENTRANCE, 1.0 FOOT NORTH OF WITNESS POST.
 DO8453
 DO8453                          STATION RECOVERY (2023)
 DO8453
 DO8453'RECOVERY NOTE BY MN DEPT OF TRANSP 2023 (TJD)
 DO8453'AFTER A THOROUGH FIELD SEARCH MARK WAS NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 RO1115 ***********************************************************************
 RO1115  DESIGNATION -  2611 B
 RO1115  PID         -  RO1115
 RO1115  STATE/COUNTY-  MN/GRANT
 RO1115  COUNTRY     -  US
 RO1115  USGS QUAD   -  FOURMILE LAKE (2019)
 RO1115
 RO1115                         *CURRENT SURVEY CONTROL
 RO1115  ______________________________________________________________________
 RO1115* NAD 83(1996) POSITION- 46 04 47.99452(N) 095 59 52.16908(W)   NO CHECK
 RO1115* NAVD 88 ORTHO HEIGHT -   357.625 (meters)     1173.31  (feet) ADJUSTED
 RO1115  ______________________________________________________________________
 RO1115  GEOID HEIGHT    -        -26.535 (meters)                     GEOID18
 RO1115  LAPLACE CORR    -          0.27  (seconds)                    DEFLEC18
 RO1115  DYNAMIC HEIGHT  -        357.626 (meters)     1173.31  (feet) COMP
 RO1115  MODELED GRAVITY -    980,606.1   (mgal)                       NAVD 88
 RO1115
 RO1115  HORZ ORDER      -  THIRD
 RO1115  VERT ORDER      -  SECOND    CLASS I
 RO1115
 RO1115.The horizontal coordinates were established by classical geodetic methods
 RO1115.and adjusted by the National Geodetic Survey in March 1999.
 RO1115
 RO1115.No horizontal observational check was made to the station.
 RO1115
 RO1115.The orthometric height was determined by differential leveling and
 RO1115.adjusted by the NATIONAL GEODETIC SURVEY
 RO1115.in March 2020.
 RO1115
 RO1115.Significant digits in the geoid height do not necessarily reflect accuracy.
 RO1115.GEOID18 height accuracy estimate available here.
 RO1115
 RO1115.Click photographs - Photos may exist for this station.
 RO1115
 RO1115.The Laplace correction was computed from DEFLEC18 derived deflections.
 RO1115
 RO1115.The dynamic height is computed by dividing the NAVD 88
 RO1115.geopotential number by the normal gravity value computed on the
 RO1115.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RO1115.degrees latitude (g = 980.6199 gals.).
 RO1115
 RO1115.The modeled gravity was interpolated from observed gravity values.
 RO1115
 RO1115. The following values were computed from the NAD 83(1996) position.
 RO1115
 RO1115;                    North         East     Units Scale Factor Converg.
 RO1115;SPC MN C     -   221,528.938   664,823.166   MT  0.99993187   -1 15 51.7
 RO1115;SPC MN C     -   726,799.52  2,181,174.00   sFT  0.99993187   -1 15 51.7
 RO1115;UTM  15      - 5,107,305.743   268,210.122   MT  1.00026052   -2 09 37.1
 RO1115;UTM  14      - 5,107,318.441   732,126.246   MT  1.00026244   +2 09 48.4
 RO1115
 RO1115!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RO1115!SPC MN C     -   0.99994810  x   0.99993187  =   0.99987997
 RO1115!UTM  15      -   0.99994810  x   1.00026052  =   1.00020861
 RO1115!UTM  14      -   0.99994810  x   1.00026244  =   1.00021053
 RO1115
 RO1115_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTM6821007305(NAD 83)
 RO1115
 RO1115                          SUPERSEDED SURVEY CONTROL
 RO1115
 RO1115  NAD 83(1996)-  46 04 47.99460(N)    095 59 52.16813(W) AD(       ) 3
 RO1115  NAD 83(1986)-  46 04 47.99408(N)    095 59 52.15680(W) AD(       ) 3
 RO1115  NAD 27      -  46 04 48.13971(N)    095 59 50.95799(W) AD(       ) 3
 RO1115  NAVD 88 (02/13/18)  357.649  (m)         1173.39   (f) SUPERSEDED  2 1
 RO1115  NAVD 88 (06/17/14)  357.656  (m)         1173.41   (f) SUPERSEDED  2 1
 RO1115  NGVD 29             357.42   (m)         1172.6    (f) LEVELING    3  
 RO1115
 RO1115.Superseded values are not recommended for survey control.
 RO1115
 RO1115.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RO1115.See file dsdata.pdf to determine how the superseded data were derived.
 RO1115
 RO1115_MARKER: DB = BENCH MARK DISK
 RO1115_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 RO1115_STAMPING: 2611 B
 RO1115_MARK LOGO: MNHD
 RO1115_PROJECTION: FLUSH
 RO1115_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 RO1115_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RO1115_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 RO1115+SATELLITE: SATELLITE OBSERVATIONS - July 22, 2009
 RO1115
 RO1115  HISTORY     - Date     Condition        Report By
 RO1115  HISTORY     - 19790401 MONUMENTED       MNHD
 RO1115  HISTORY     - 20090722 GOOD             MNDT
 RO1115
 RO1115                          STATION DESCRIPTION
 RO1115
 RO1115'DESCRIBED BY MN DEPT OF TRANSP 2009 (JBG)
 RO1115'6.6 MI (10.6 KM) NORTH-NORTHWEST OF ELBOW LAKE, 6.5 MI (10.5 KM)
 RO1115'NORTHWEST ALONG TRUNK HIGHWAY 59 FROM THE JUNCTION OF TRUNK HIGHWAY 59
 RO1115'AND TRUNK HIGHWAY 79 IN ELBOW LAKE, AT TRUNK HIGHWAY 59 MILE POINT
 RO1115'202.9, 250.0 FT (76.2 M) NORTH OF 320TH STREET, 143.0 FT (43.6 M) EAST
 RO1115'OF TRUNK HIGHWAY 59, AT SOUTH END OF GROVE OF TREES, 123.0 FT (37.5 M)
 RO1115'SOUTHWEST OF THE SOUTHWEST CORNER OF HOUSE NUMBER 32062, 1.0 FT (0.3
 RO1115'M) SOUTHWEST OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DO8448 ***********************************************************************
 DO8448  DESIGNATION -  2611 E
 DO8448  PID         -  DO8448
 DO8448  STATE/COUNTY-  MN/GRANT
 DO8448  COUNTRY     -  US
 DO8448  USGS QUAD   -  FOURMILE LAKE (2019)
 DO8448
 DO8448                         *CURRENT SURVEY CONTROL
 DO8448  ______________________________________________________________________
 DO8448* NAD 83(1986) POSITION- 46 02 08.12   (N) 095 59 55.52   (W)   HD_HELD1
 DO8448* NAVD 88 ORTHO HEIGHT -   359.371 (meters)     1179.04  (feet) ADJUSTED
 DO8448  ______________________________________________________________________
 DO8448  GEOID HEIGHT    -        -26.501 (meters)                     GEOID18
 DO8448  DYNAMIC HEIGHT  -        359.370 (meters)     1179.03  (feet) COMP
 DO8448  MODELED GRAVITY -    980,602.8   (mgal)                       NAVD 88
 DO8448
 DO8448  VERT ORDER      -  SECOND    CLASS I
 DO8448
 DO8448.The horizontal coordinates were determined by differentially corrected
 DO8448.hand held GPS observations or other comparable positioning techniques
 DO8448.and have an estimated accuracy of +/- 3 meters.
 DO8448
 DO8448.The orthometric height was determined by differential leveling and
 DO8448.adjusted by the NATIONAL GEODETIC SURVEY
 DO8448.in March 2020.
 DO8448
 DO8448.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO8448.GEOID18 height accuracy estimate available here.
 DO8448
 DO8448.Click photographs - Photos may exist for this station.
 DO8448
 DO8448.The dynamic height is computed by dividing the NAVD 88
 DO8448.geopotential number by the normal gravity value computed on the
 DO8448.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO8448.degrees latitude (g = 980.6199 gals.).
 DO8448
 DO8448.The modeled gravity was interpolated from observed gravity values.
 DO8448
 DO8448;                    North         East    Units  Estimated Accuracy
 DO8448;SPC MN C     -   216,595.8     664,642.2     MT  (+/- 3 meters HH1 GPS) 
 DO8448
 DO8448_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTM6795202374(NAD 83)
 DO8448
 DO8448                          SUPERSEDED SURVEY CONTROL
 DO8448
 DO8448  NAVD 88 (06/17/14)  359.398  (m)         1179.12   (f) SUPERSEDED  2 1
 DO8448
 DO8448.Superseded values are not recommended for survey control.
 DO8448
 DO8448.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DO8448.See file dsdata.pdf to determine how the superseded data were derived.
 DO8448
 DO8448_MARKER: DB = BENCH MARK DISK
 DO8448_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 DO8448_STAMPING: 2611 E
 DO8448_MARK LOGO: MNHD
 DO8448_PROJECTION: RECESSED 3 CENTIMETERS
 DO8448_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DO8448_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DO8448_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DO8448+SATELLITE: SATELLITE OBSERVATIONS - July 22, 2009
 DO8448
 DO8448  HISTORY     - Date     Condition        Report By
 DO8448  HISTORY     - 19710401 MONUMENTED       MNHD
 DO8448  HISTORY     - 20090722 GOOD             MNDT
 DO8448
 DO8448                          STATION DESCRIPTION
 DO8448
 DO8448'DESCRIBED BY MN DEPT OF TRANSP 2009 (JBG)
 DO8448'3.3 MILES NORTH OF ELBOW LAKE, 3.4 MILES NORTH ALONG TRUNK HIGHWAY 59
 DO8448'FROM JUNCTION OF 59 AND TRUNK HIGHWAY 79 IN ELBOW LAKE TO TRUNK
 DO8448'HIGHWAY 59 MILEPOINT 199.8, THEN 295.0 FEET WEST ON TRUNK HIGHWAY 55,
 DO8448'49.0 FEET SOUTH OF TRUNK HIGHWAY 55, 1.1 FEET EAST OF WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DO8477 ***********************************************************************
 DO8477  DESIGNATION -  2611 H
 DO8477  PID         -  DO8477
 DO8477  STATE/COUNTY-  MN/GRANT
 DO8477  COUNTRY     -  US
 DO8477  USGS QUAD   -  ELBOW LAKE (2019)
 DO8477
 DO8477                         *CURRENT SURVEY CONTROL
 DO8477  ______________________________________________________________________
 DO8477* NAD 83(1986) POSITION- 45 59 27.     (N) 095 59 33.     (W)   SCALED
 DO8477* NAVD 88 ORTHO HEIGHT -   366.761 (meters)     1203.28  (feet) ADJUSTED
 DO8477  ______________________________________________________________________
 DO8477  GEOID HEIGHT    -        -26.456 (meters)                     GEOID18
 DO8477  DYNAMIC HEIGHT  -        366.759 (meters)     1203.28  (feet) COMP
 DO8477  MODELED GRAVITY -    980,599.0   (mgal)                       NAVD 88
 DO8477
 DO8477  VERT ORDER      -  SECOND    CLASS I
 DO8477
 DO8477.The horizontal coordinates were scaled from a map and have
 DO8477.an estimated accuracy of +/- 6 seconds.
 DO8477
 DO8477.The orthometric height was determined by differential leveling and
 DO8477.adjusted by the NATIONAL GEODETIC SURVEY
 DO8477.in March 2020.
 DO8477
 DO8477.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO8477.GEOID18 height accuracy estimate available here.
 DO8477
 DO8477.Click photographs - Photos may exist for this station.
 DO8477
 DO8477.The dynamic height is computed by dividing the NAVD 88
 DO8477.geopotential number by the normal gravity value computed on the
 DO8477.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO8477.degrees latitude (g = 980.6199 gals.).
 DO8477
 DO8477.The modeled gravity was interpolated from observed gravity values.
 DO8477
 DO8477;                    North         East    Units  Estimated Accuracy
 DO8477;SPC MN C     -   211,610.      665,020.      MT  (+/- 180 meters Scaled)
 DO8477
 DO8477_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTL682973(NAD 83)
 DO8477
 DO8477                          SUPERSEDED SURVEY CONTROL
 DO8477
 DO8477  NAVD 88 (06/17/14)  366.784  (m)         1203.36   (f) SUPERSEDED  2 1
 DO8477
 DO8477.Superseded values are not recommended for survey control.
 DO8477
 DO8477.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DO8477.See file dsdata.pdf to determine how the superseded data were derived.
 DO8477
 DO8477_MARKER: DB = BENCH MARK DISK
 DO8477_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 DO8477_STAMPING: 2611 H 1971
 DO8477_MARK LOGO: MNHD
 DO8477_PROJECTION: RECESSED 3 CENTIMETERS
 DO8477_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DO8477_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DO8477_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DO8477+SATELLITE: SATELLITE OBSERVATIONS - July 22, 2009
 DO8477
 DO8477  HISTORY     - Date     Condition        Report By
 DO8477  HISTORY     - 19710401 MONUMENTED       MNHD
 DO8477  HISTORY     - 20090722 GOOD             MNDT
 DO8477
 DO8477                          STATION DESCRIPTION
 DO8477
 DO8477'DESCRIBED BY MN DEPT OF TRANSP 2009 (JBG)
 DO8477'0.9 MILE WEST OF ELBOW LAKE, 0.9 MILE WEST ALONG COUNTY ROAD 1
 DO8477'(DIVISION STREET) FROM JUNCTION OF COUNTY ROAD 1 (DIVISION STREET) AND
 DO8477'TRUNK HIGHWAY 55 IN ELBOW LAKE, 167.0 FEET WEST-SOUTHWEST OF RAILROAD
 DO8477'MILEPOST 161, 214.0 FEET SOUTH OF COUNTY ROAD 1, 60.2 FEET SOUTH OF
 DO8477'SOUTH RAIL OF RAILROAD, 1.0 FOOT NORTHEAST OF WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 QP1834 ***********************************************************************
 QP1834  DESIGNATION -  2611 J
 QP1834  PID         -  QP1834
 QP1834  STATE/COUNTY-  MN/GRANT
 QP1834  COUNTRY     -  US
 QP1834  USGS QUAD   -  ELBOW LAKE (2019)
 QP1834
 QP1834                         *CURRENT SURVEY CONTROL
 QP1834  ______________________________________________________________________
 QP1834* NAD 83(1986) POSITION- 45 59 53.     (N) 095 59 11.     (W)   SCALED
 QP1834* NAVD 88 ORTHO HEIGHT -   363.074 (meters)     1191.19  (feet) ADJUSTED
 QP1834  ______________________________________________________________________
 QP1834  GEOID HEIGHT    -        -26.462 (meters)                     GEOID18
 QP1834  DYNAMIC HEIGHT  -        363.072 (meters)     1191.18  (feet) COMP
 QP1834  MODELED GRAVITY -    980,598.8   (mgal)                       NAVD 88
 QP1834
 QP1834  VERT ORDER      -  SECOND    CLASS I
 QP1834
 QP1834.The horizontal coordinates were scaled from a map and have
 QP1834.an estimated accuracy of +/- 6 seconds.
 QP1834
 QP1834.The orthometric height was determined by differential leveling and
 QP1834.adjusted by the NATIONAL GEODETIC SURVEY
 QP1834.in March 2020.
 QP1834
 QP1834.Significant digits in the geoid height do not necessarily reflect accuracy.
 QP1834.GEOID18 height accuracy estimate available here.
 QP1834
 QP1834.Click photographs - Photos may exist for this station.
 QP1834
 QP1834.The dynamic height is computed by dividing the NAVD 88
 QP1834.geopotential number by the normal gravity value computed on the
 QP1834.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QP1834.degrees latitude (g = 980.6199 gals.).
 QP1834
 QP1834.The modeled gravity was interpolated from observed gravity values.
 QP1834
 QP1834;                    North         East    Units  Estimated Accuracy
 QP1834;SPC MN C     -   212,400.      665,510.      MT  (+/- 180 meters Scaled)
 QP1834
 QP1834_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTL687981(NAD 83)
 QP1834
 QP1834                          SUPERSEDED SURVEY CONTROL
 QP1834
 QP1834  NAVD 88 (06/17/14)  363.097  (m)         1191.26   (f) SUPERSEDED  2 1
 QP1834  NAVD 88 (06/15/95)  363.098  (m)         1191.26   (f) SUPERSEDED  2 1
 QP1834
 QP1834.Superseded values are not recommended for survey control.
 QP1834
 QP1834.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QP1834.See file dsdata.pdf to determine how the superseded data were derived.
 QP1834
 QP1834_MARKER: DV = VERTICAL CONTROL DISK
 QP1834_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 QP1834_STAMPING: 2611 J 1979
 QP1834_MARK LOGO: MNHD
 QP1834_PROJECTION: FLUSH
 QP1834_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 QP1834_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QP1834_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 QP1834+SATELLITE: SATELLITE OBSERVATIONS - July 22, 2009
 QP1834
 QP1834  HISTORY     - Date     Condition        Report By
 QP1834  HISTORY     - 1979     MONUMENTED       MNDT
 QP1834  HISTORY     - 19950207 GOOD             MNDT
 QP1834  HISTORY     - 20090722 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.
 QP1834
 QP1834                          STATION RECOVERY (2009)
 QP1834
 QP1834'RECOVERY NOTE BY MN DEPT OF TRANSP 2009 (JBG)
 QP1834'0.6 MILE NORTHWEST OF ELBOW LAKE, 0.6 MILE NORTH ALONG TRUNK HIGHWAY
 QP1834'59 FROM JUNCTION OF TRUNK HIGHWAY 59 AND TRUNK HIGHWAY 79 IN ELBOW
 QP1834'LAKE, 87.4 FEET NORTHEAST OF TRUNK HIGHWAY 59, 123.0 FEET NORTH OF
 QP1834'TRUNK HIGHWAY 59 MILEPOST 197, 11.0 FEET SOUTHEAST OF FIELD ROAD, 2.6
 QP1834'FEET SOUTHWEST OF POWER POLE, 0.9 FOOT NORTHWEST OF WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DO8450 ***********************************************************************
 DO8450  DESIGNATION -  2611 M
 DO8450  PID         -  DO8450
 DO8450  STATE/COUNTY-  MN/GRANT
 DO8450  COUNTRY     -  US
 DO8450  USGS QUAD   -  FOURMILE LAKE (2019)
 DO8450
 DO8450                         *CURRENT SURVEY CONTROL
 DO8450  ______________________________________________________________________
 DO8450* NAD 83(2011) POSITION- 46 03 01.11304(N) 095 59 54.26741(W)   ADJUSTED
 DO8450* NAD 83(2011) ELLIP HT-   329.763 (meters)        (08/11/14)   ADJUSTED
 DO8450* NAD 83(2011) EPOCH   -  2010.00
 DO8450* NAVD 88 ORTHO HEIGHT -   356.254 (meters)     1168.81  (feet) ADJUSTED
 DO8450  ______________________________________________________________________
 DO8450  GEOID HEIGHT    -        -26.513 (meters)                     GEOID18
 DO8450  NAD 83(2011) X  -   -463,411.486 (meters)                     COMP
 DO8450  NAD 83(2011) Y  - -4,410,244.839 (meters)                     COMP
 DO8450  NAD 83(2011) Z  -  4,569,367.686 (meters)                     COMP
 DO8450  LAPLACE CORR    -          0.57  (seconds)                    DEFLEC18
 DO8450  DYNAMIC HEIGHT  -        356.254 (meters)     1168.81  (feet) COMP
 DO8450  MODELED GRAVITY -    980,604.2   (mgal)                       NAVD 88
 DO8450
 DO8450  VERT ORDER      -  SECOND    CLASS I
 DO8450
 DO8450  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DO8450  Standards:
 DO8450         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DO8450            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DO8450  -------------------------------------------------------------------
 DO8450  NETWORK    1.02   1.65           0.46   0.36   0.84      0.14679004
 DO8450  -------------------------------------------------------------------
 DO8450  Click here for local accuracies and other accuracy information.
 DO8450
 DO8450.The horizontal coordinates were established by GPS observations
 DO8450.and adjusted by the MN DEPT OF TRANSP in August 2014.
 DO8450
 DO8450.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DO8450.been affixed to the stable North American tectonic plate. See 
 DO8450.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DO8450
 DO8450.The horizontal coordinates are valid at the epoch date displayed above
 DO8450.which is a decimal equivalence of Year/Month/Day.
 DO8450
 DO8450.The orthometric height was determined by differential leveling and
 DO8450.adjusted by the NATIONAL GEODETIC SURVEY
 DO8450.in March 2020.
 DO8450
 DO8450.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO8450.GEOID18 height accuracy estimate available here.
 DO8450
 DO8450.Click photographs - Photos may exist for this station.
 DO8450
 DO8450.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DO8450
 DO8450.The Laplace correction was computed from DEFLEC18 derived deflections.
 DO8450
 DO8450.The ellipsoidal height was determined by GPS observations
 DO8450.and is referenced to NAD 83.
 DO8450
 DO8450.The dynamic height is computed by dividing the NAVD 88
 DO8450.geopotential number by the normal gravity value computed on the
 DO8450.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO8450.degrees latitude (g = 980.6199 gals.).
 DO8450
 DO8450.The modeled gravity was interpolated from observed gravity values.
 DO8450
 DO8450. The following values were computed from the NAD 83(2011) position.
 DO8450
 DO8450;                    North         East     Units Scale Factor Converg.
 DO8450;SPC MN C     -   218,230.916   664,705.258   MT  0.99993430   -1 15 53.2
 DO8450;SPC MN C     -   715,979.26  2,180,787.17   sFT  0.99993430   -1 15 53.2
 DO8450;UTM  15      - 5,104,008.885   268,040.633   MT  1.00026149   -2 09 34.8
 DO8450;UTM  14      - 5,104,018.180   732,205.736   MT  1.00026289   +2 09 43.0
 DO8450
 DO8450!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DO8450!SPC MN C     -   0.99994831  x   0.99993430  =   0.99988261
 DO8450!UTM  15      -   0.99994831  x   1.00026149  =   1.00020978
 DO8450!UTM  14      -   0.99994831  x   1.00026289  =   1.00021118
 DO8450
 DO8450_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTM6804004008(NAD 83)
 DO8450
 DO8450                          SUPERSEDED SURVEY CONTROL
 DO8450
 DO8450  NAVD 88 (02/13/18)  356.280  (m)         1168.90   (f) SUPERSEDED  2 1
 DO8450  NAVD 88 (06/17/14)  356.282  (m)         1168.90   (f) SUPERSEDED  2 1
 DO8450
 DO8450.Superseded values are not recommended for survey control.
 DO8450
 DO8450.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DO8450.See file dsdata.pdf to determine how the superseded data were derived.
 DO8450
 DO8450_MARKER: I = METAL ROD
 DO8450_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DO8450_STAMPING: 2611 M 2010
 DO8450_MARK LOGO: MNDT
 DO8450_PROJECTION: RECESSED 5 CENTIMETERS
 DO8450_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DO8450_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DO8450_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DO8450+SATELLITE: SATELLITE OBSERVATIONS - December 03, 2019
 DO8450_ROD/PIPE-DEPTH: 7.6 meters
 DO8450
 DO8450  HISTORY     - Date     Condition        Report By
 DO8450  HISTORY     - 20100929 MONUMENTED       MNDT
 DO8450  HISTORY     - 20130320 GOOD             MNDT
 DO8450  HISTORY     - 20191203 GOOD             MNDT
 DO8450
 DO8450                          STATION DESCRIPTION
 DO8450
 DO8450'DESCRIBED BY MN DEPT OF TRANSP 2010 (JBG)
 DO8450'4.6 MILES NORTH-NORTHWEST OF ELBOW LAKE, 1.0 MILE NORTH ALONG TRUNK
 DO8450'HIGHWAY 59 FROM JUNCTION OF TRUNK HIGHWAY 59 AND TRUNK HIGHWAY 55, AT
 DO8450'TRUNK HIGHWAY 59 MILEPOINT 200.85, 99.6 FEET WEST OF TRUNK HIGHWAY 59,
 DO8450'15.0 FEET SOUTH OF 300TH STREET, 2.2 FEET NORTH OF WITNESS POST.
 DO8450
 DO8450                          STATION RECOVERY (2013)
 DO8450
 DO8450'RECOVERY NOTE BY MN DEPT OF TRANSP 2013 (JBG)
 DO8450'4.6 MILES NORTH-NORTHWEST OF ELBOW LAKE, 1.0 MILE NORTH ALONG TRUNK
 DO8450'HIGHWAY 59 FROM JUNCTION OF TRUNK HIGHWAY 59 AND TRUNK HIGHWAY 55, AT
 DO8450'TRUNK HIGHWAY 59 MILEPOINT 200.85, 99.6 FEET WEST OF TRUNK HIGHWAY 59,
 DO8450'15.0 FEET SOUTH OF 300TH STREET, 2.2 FEET NORTH OF WITNESS POST.
 DO8450
 DO8450                          STATION RECOVERY (2019)
 DO8450
 DO8450'RECOVERY NOTE BY MN DEPT OF TRANSP 2019 (DAS)
 DO8450'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DO8454 ***********************************************************************
 DO8454  DESIGNATION -  2611 N
 DO8454  PID         -  DO8454
 DO8454  STATE/COUNTY-  MN/GRANT
 DO8454  COUNTRY     -  US
 DO8454  USGS QUAD   -  FOURMILE LAKE (2019)
 DO8454
 DO8454                         *CURRENT SURVEY CONTROL
 DO8454  ______________________________________________________________________
 DO8454* NAD 83(2011) POSITION- 46 05 47.77271(N) 095 59 53.72042(W)   ADJUSTED
 DO8454* NAD 83(2011) ELLIP HT-   341.709 (meters)        (08/11/14)   ADJUSTED
 DO8454* NAD 83(2011) EPOCH   -  2010.00
 DO8454* NAVD 88 ORTHO HEIGHT -   368.234 (meters)     1208.11  (feet) ADJUSTED
 DO8454  ______________________________________________________________________
 DO8454  GEOID HEIGHT    -        -26.543 (meters)                     GEOID18
 DO8454  NAD 83(2011) X  -   -463,013.354 (meters)                     COMP
 DO8454  NAD 83(2011) Y  - -4,406,568.288 (meters)                     COMP
 DO8454  NAD 83(2011) Z  -  4,572,946.264 (meters)                     COMP
 DO8454  LAPLACE CORR    -          0.41  (seconds)                    DEFLEC18
 DO8454  DYNAMIC HEIGHT  -        368.235 (meters)     1208.12  (feet) COMP
 DO8454  MODELED GRAVITY -    980,607.1   (mgal)                       NAVD 88
 DO8454
 DO8454  VERT ORDER      -  SECOND    CLASS I
 DO8454
 DO8454  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DO8454  Standards:
 DO8454         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DO8454            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DO8454  -------------------------------------------------------------------
 DO8454  NETWORK    1.32   2.02           0.59   0.48   1.03     -0.01754590
 DO8454  -------------------------------------------------------------------
 DO8454  Click here for local accuracies and other accuracy information.
 DO8454
 DO8454.The horizontal coordinates were established by GPS observations
 DO8454.and adjusted by the MN DEPT OF TRANSP in August 2014.
 DO8454
 DO8454.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DO8454.been affixed to the stable North American tectonic plate. See 
 DO8454.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DO8454
 DO8454.The horizontal coordinates are valid at the epoch date displayed above
 DO8454.which is a decimal equivalence of Year/Month/Day.
 DO8454
 DO8454.The orthometric height was determined by differential leveling and
 DO8454.adjusted by the NATIONAL GEODETIC SURVEY
 DO8454.in March 2020.
 DO8454
 DO8454.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO8454.GEOID18 height accuracy estimate available here.
 DO8454
 DO8454.Click photographs - Photos may exist for this station.
 DO8454
 DO8454.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DO8454
 DO8454.The Laplace correction was computed from DEFLEC18 derived deflections.
 DO8454
 DO8454.The ellipsoidal height was determined by GPS observations
 DO8454.and is referenced to NAD 83.
 DO8454
 DO8454.The dynamic height is computed by dividing the NAVD 88
 DO8454.geopotential number by the normal gravity value computed on the
 DO8454.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO8454.degrees latitude (g = 980.6199 gals.).
 DO8454
 DO8454.The modeled gravity was interpolated from observed gravity values.
 DO8454
 DO8454. The following values were computed from the NAD 83(2011) position.
 DO8454
 DO8454;                    North         East     Units Scale Factor Converg.
 DO8454;SPC MN C     -   223,374.800   664,830.577   MT  0.99993063   -1 15 52.8
 DO8454;SPC MN C     -   732,855.49  2,181,198.32   sFT  0.99993063   -1 15 52.8
 DO8454;UTM  15      - 5,109,151.870   268,246.417   MT  1.00026031   -2 09 40.4
 DO8454;UTM  14      - 5,109,162.052   732,023.234   MT  1.00026185   +2 09 49.5
 DO8454
 DO8454!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DO8454!SPC MN C     -   0.99994643  x   0.99993063  =   0.99987707
 DO8454!UTM  15      -   0.99994643  x   1.00026031  =   1.00020673
 DO8454!UTM  14      -   0.99994643  x   1.00026185  =   1.00020827
 DO8454
 DO8454_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTM6824609151(NAD 83)
 DO8454
 DO8454                          SUPERSEDED SURVEY CONTROL
 DO8454
 DO8454  NAVD 88 (02/13/18)  368.256  (m)         1208.19   (f) SUPERSEDED  2 1
 DO8454  NAVD 88 (06/17/14)  368.266  (m)         1208.22   (f) SUPERSEDED  2 1
 DO8454
 DO8454.Superseded values are not recommended for survey control.
 DO8454
 DO8454.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DO8454.See file dsdata.pdf to determine how the superseded data were derived.
 DO8454
 DO8454_MARKER: I = METAL ROD
 DO8454_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DO8454_STAMPING: 2611 N 2010
 DO8454_MARK LOGO: MNDT
 DO8454_PROJECTION: RECESSED 3 CENTIMETERS
 DO8454_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DO8454_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DO8454_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DO8454+SATELLITE: SATELLITE OBSERVATIONS - June 22, 2021
 DO8454_ROD/PIPE-DEPTH: 7.6 meters
 DO8454
 DO8454  HISTORY     - Date     Condition        Report By
 DO8454  HISTORY     - 20100928 MONUMENTED       MNDT
 DO8454  HISTORY     - 20130320 GOOD             MNDT
 DO8454  HISTORY     - 20210622 GOOD             MNDT
 DO8454
 DO8454                          STATION DESCRIPTION
 DO8454
 DO8454'DESCRIBED BY MN DEPT OF TRANSP 2010 (JBG)
 DO8454'7.5 MILES NORTH OF ELBOW LAKE, 4.2 MILES NORTH ALONG TRUNK HIGHWAY 59
 DO8454'FROM JUNCTION OF TRUNK HIGHWAY 59 AND TRUNK HIGHWAY 55, AT TRUNK
 DO8454'HIGHWAY 59 MILEPOINT 204.05, 54.9 FEET EAST OF TRUNK HIGHWAY 59, 28.8
 DO8454'FEET NORTH OF FIELD ENTRANCE, 2.6 FEET SOUTH OF WITNESS POST.
 DO8454
 DO8454                          STATION RECOVERY (2013)
 DO8454
 DO8454'RECOVERY NOTE BY MN DEPT OF TRANSP 2013 (JBG)
 DO8454'7.5 MILES NORTH OF ELBOW LAKE, 4.2 MILES NORTH ALONG TRUNK HIGHWAY 59
 DO8454'FROM JUNCTION OF TRUNK HIGHWAY 59 AND TRUNK HIGHWAY 55, AT TRUNK
 DO8454'HIGHWAY 59 MILEPOINT 204.05, 54.9 FEET EAST OF TRUNK HIGHWAY 59, 28.8
 DO8454'FEET NORTH OF FIELD ENTRANCE, 2.6 FEET SOUTH OF WITNESS POST.
 DO8454
 DO8454                          STATION RECOVERY (2021)
 DO8454
 DO8454'RECOVERY NOTE BY MN DEPT OF TRANSP 2021 (TJD)
 DO8454'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DO7785 ***********************************************************************
 DO7785  DESIGNATION -  2612 A
 DO7785  PID         -  DO7785
 DO7785  STATE/COUNTY-  MN/GRANT
 DO7785  COUNTRY     -  US
 DO7785  USGS QUAD   -  ASHBY (2019)
 DO7785
 DO7785                         *CURRENT SURVEY CONTROL
 DO7785  ______________________________________________________________________
 DO7785* NAD 83(1986) POSITION- 46 05 25.27   (N) 095 48 25.31   (W)   HD_HELD1
 DO7785* NAVD 88 ORTHO HEIGHT -   385.662 (meters)     1265.29  (feet) ADJUSTED
 DO7785  ______________________________________________________________________
 DO7785  GEOID HEIGHT    -        -26.507 (meters)                     GEOID18
 DO7785  DYNAMIC HEIGHT  -        385.662 (meters)     1265.29  (feet) COMP
 DO7785  MODELED GRAVITY -    980,602.7   (mgal)                       NAVD 88
 DO7785
 DO7785  VERT ORDER      -  SECOND    CLASS I
 DO7785
 DO7785.The horizontal coordinates were determined by differentially corrected
 DO7785.hand held GPS observations or other comparable positioning techniques
 DO7785.and have an estimated accuracy of +/- 3 meters.
 DO7785
 DO7785.The orthometric height was determined by differential leveling and
 DO7785.adjusted by the NATIONAL GEODETIC SURVEY
 DO7785.in October 2013.
 DO7785
 DO7785.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO7785.GEOID18 height accuracy estimate available here.
 DO7785
 DO7785.Click photographs - Photos may exist for this station.
 DO7785
 DO7785.The dynamic height is computed by dividing the NAVD 88
 DO7785.geopotential number by the normal gravity value computed on the
 DO7785.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO7785.degrees latitude (g = 980.6199 gals.).
 DO7785
 DO7785.The modeled gravity was interpolated from observed gravity values.
 DO7785
 DO7785;                    North         East    Units  Estimated Accuracy
 DO7785;SPC MN C     -   222,371.7     679,599.8     MT  (+/- 3 meters HH1 GPS) 
 DO7785
 DO7785_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTM8300207917(NAD 83)
 DO7785
 DO7785                          SUPERSEDED SURVEY CONTROL
 DO7785
 DO7785.No superseded survey control is available for this station.
 DO7785
 DO7785_MARKER: DB = BENCH MARK DISK
 DO7785_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DO7785_SP_SET: ABUTMENT
 DO7785_STAMPING: 2612 A 1969
 DO7785_MARK LOGO: MNHD
 DO7785_MAGNETIC: N = NO MAGNETIC MATERIAL
 DO7785_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DO7785_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DO7785+SATELLITE: SATELLITE OBSERVATIONS - July 23, 2009
 DO7785
 DO7785  HISTORY     - Date     Condition        Report By
 DO7785  HISTORY     - 19690401 MONUMENTED       MNHD
 DO7785  HISTORY     - 20090723 GOOD             MNDT
 DO7785
 DO7785                          STATION DESCRIPTION
 DO7785
 DO7785'DESCRIBED BY MN DEPT OF TRANSP 2009 (JBG)
 DO7785'THE MARK IS 0.5 MILE EAST OF ASHBY, IN BRIDGE ABUTMENT IN SOUTHEAST
 DO7785'CORNER OF STATE TRAIL BRIDGE NUMBER 26001 OVER TRUNK HIGHWAY 78, AT
 DO7785'TRUNK HIGHWAY 78 MILEPOINT 4.65, 77 FEET SOUTHEAST OF TRUNK HIGHWAY
 DO7785'78.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DO7784 ***********************************************************************
 DO7784  DESIGNATION -  2612 B
 DO7784  PID         -  DO7784
 DO7784  STATE/COUNTY-  MN/GRANT
 DO7784  COUNTRY     -  US
 DO7784  USGS QUAD   -  ASHBY (2019)
 DO7784
 DO7784                         *CURRENT SURVEY CONTROL
 DO7784  ______________________________________________________________________
 DO7784* NAD 83(2011) POSITION- 46 05 34.41854(N) 095 47 39.40744(W)   NO CHECK
 DO7784* NAD 83(2011) ELLIP HT-   355.073 (meters)        (08/11/14)   NO CHECK
 DO7784* NAD 83(2011) EPOCH   -  2010.00
 DO7784* NAVD 88 ORTHO HEIGHT -   381.571 (meters)     1251.87  (feet) ADJUSTED
 DO7784  ______________________________________________________________________
 DO7784  GEOID HEIGHT    -        -26.504 (meters)                     GEOID18
 DO7784  NAD 83(2011) X  -   -447,353.779 (meters)                     COMP
 DO7784  NAD 83(2011) Y  - -4,408,493.502 (meters)                     COMP
 DO7784  NAD 83(2011) Z  -  4,572,669.945 (meters)                     COMP
 DO7784  LAPLACE CORR    -          0.93  (seconds)                    DEFLEC18
 DO7784  DYNAMIC HEIGHT  -        381.571 (meters)     1251.87  (feet) COMP
 DO7784  MODELED GRAVITY -    980,603.6   (mgal)                       NAVD 88
 DO7784
 DO7784  VERT ORDER      -  SECOND    CLASS I
 DO7784
 DO7784  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DO7784  Standards:
 DO7784         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DO7784            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DO7784  -------------------------------------------------------------------
 DO7784  NETWORK    0.44   0.76           0.20   0.15   0.39     -0.05856866
 DO7784  -------------------------------------------------------------------
 DO7784  Click here for local accuracies and other accuracy information.
 DO7784
 DO7784.The horizontal coordinates were established by GPS observations
 DO7784.and adjusted by the MN DEPT OF TRANSP in August 2014.
 DO7784
 DO7784.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DO7784.been affixed to the stable North American tectonic plate. See 
 DO7784.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DO7784
 DO7784.The horizontal coordinates are valid at the epoch date displayed above
 DO7784.which is a decimal equivalence of Year/Month/Day.
 DO7784
 DO7784.No horizontal observational check was made to the station.
 DO7784
 DO7784.The orthometric height was determined by differential leveling and
 DO7784.adjusted by the NATIONAL GEODETIC SURVEY
 DO7784.in October 2013.
 DO7784
 DO7784.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO7784.GEOID18 height accuracy estimate available here.
 DO7784
 DO7784.Click photographs - Photos may exist for this station.
 DO7784
 DO7784.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DO7784
 DO7784.The Laplace correction was computed from DEFLEC18 derived deflections.
 DO7784
 DO7784.The ellipsoidal height was determined by GPS observations
 DO7784.and is referenced to NAD 83.
 DO7784
 DO7784.The dynamic height is computed by dividing the NAVD 88
 DO7784.geopotential number by the normal gravity value computed on the
 DO7784.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO7784.degrees latitude (g = 980.6199 gals.).
 DO7784
 DO7784.The modeled gravity was interpolated from observed gravity values.
 DO7784
 DO7784. The following values were computed from the NAD 83(2011) position.
 DO7784
 DO7784;                    North         East     Units Scale Factor Converg.
 DO7784;SPC MN C     -   222,634.788   680,591.153   MT  0.99993090   -1 07 01.6
 DO7784;SPC MN C     -   730,427.63  2,232,906.14   sFT  0.99993090   -1 07 01.6
 DO7784;UTM  15      - 5,108,165.018   283,997.981   MT  1.00017359   -2 00 50.2
 DO7784
 DO7784!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DO7784!SPC MN C     -   0.99994434  x   0.99993090  =   0.99987524
 DO7784!UTM  15      -   0.99994434  x   1.00017359  =   1.00011792
 DO7784
 DO7784:                Primary Azimuth Mark                     Grid Az
 DO7784:SPC MN C     -  2612 C                                   091 33 50.4
 DO7784:UTM  15      -  2612 C                                   092 27 39.0
 DO7784
 DO7784_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTM8399708165(NAD 83)
 DO7784
 DO7784|---------------------------------------------------------------------|
 DO7784| PID    Reference Object                     Distance      Geod. Az  |
 DO7784|                                                           dddmmss.s |
 DO7784| DO7783 2612 C                              APPROX. 1.0 KM 0902648.8 |
 DO7784|---------------------------------------------------------------------|
 DO7784
 DO7784                          SUPERSEDED SURVEY CONTROL
 DO7784
 DO7784.No superseded survey control is available for this station.
 DO7784
 DO7784_MARKER: DB = BENCH MARK DISK
 DO7784_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 DO7784_STAMPING: 2612 B 1969
 DO7784_MARK LOGO: MNHD
 DO7784_PROJECTION: RECESSED 8 CENTIMETERS
 DO7784_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DO7784_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DO7784_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DO7784+SATELLITE: SATELLITE OBSERVATIONS - January 16, 2024
 DO7784
 DO7784  HISTORY     - Date     Condition        Report By
 DO7784  HISTORY     - 19690401 MONUMENTED       MNHD
 DO7784  HISTORY     - 20100902 GOOD             MNDT
 DO7784  HISTORY     - 20130529 GOOD             MNDT
 DO7784  HISTORY     - 20240116 GOOD             MNDT
 DO7784
 DO7784                          STATION DESCRIPTION
 DO7784
 DO7784'DESCRIBED BY MN DEPT OF TRANSP 2010 (KMS)
 DO7784'THE MARK IS 1.1 MILES EAST OF ASHBY, 0.7 MILE NORTHEAST ALONG TRUNK
 DO7784'HIGHWAY 78 FROM JUNCTION OF TRUNK HIGHWAY 78 AND COUNTY ROAD 82, AT
 DO7784'TRUNK HIGHWAY 78 MILEPOINT 5.3, 70 FEET SOUTH OF TRUNK HIGHWAY 78, 23
 DO7784'FEET WEST OF A FIELD ENTRANCE, 0.5 FOOT NORTH OF WITNESS POST.
 DO7784
 DO7784                          STATION RECOVERY (2013)
 DO7784
 DO7784'RECOVERY NOTE BY MN DEPT OF TRANSP 2013 (JXJ)
 DO7784'1.1 MILES EAST OF ASHBY, 0.7 MILE NORTHEAST ALONG TRUNK HIGHWAY 78
 DO7784'FROM JUNCTION OF TRUNK HIGHWAY 78 AND COUNTY ROAD 82, AT TRUNK HIGHWAY
 DO7784'78 MILEPOINT 5.3, 70 FEET SOUTH OF TRUNK HIGHWAY 78, 23 FEET WEST OF
 DO7784'FIELD ENTRANCE, 0.5 FOOT NORTH OF WITNESS POST.
 DO7784
 DO7784                          STATION RECOVERY (2024)
 DO7784
 DO7784'RECOVERY NOTE BY MN DEPT OF TRANSP 2024 (JMH)
 DO7784'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DO7783 ***********************************************************************
 DO7783  DESIGNATION -  2612 C
 DO7783  PID         -  DO7783
 DO7783  STATE/COUNTY-  MN/GRANT
 DO7783  COUNTRY     -  US
 DO7783  USGS QUAD   -  ASHBY (2019)
 DO7783
 DO7783                         *CURRENT SURVEY CONTROL
 DO7783  ______________________________________________________________________
 DO7783* NAD 83(2011) POSITION- 46 05 34.15868(N) 095 46 52.02364(W)   ADJUSTED
 DO7783* NAD 83(2011) ELLIP HT-   361.626 (meters)        (08/11/14)   ADJUSTED
 DO7783* NAD 83(2011) EPOCH   -  2010.00
 DO7783* NAVD 88 ORTHO HEIGHT -   388.123 (meters)     1273.37  (feet) ADJUSTED
 DO7783  ______________________________________________________________________
 DO7783  GEOID HEIGHT    -        -26.499 (meters)                     GEOID18
 DO7783  NAD 83(2011) X  -   -446,342.074 (meters)                     COMP
 DO7783  NAD 83(2011) Y  - -4,408,606.426 (meters)                     COMP
 DO7783  NAD 83(2011) Z  -  4,572,669.102 (meters)                     COMP
 DO7783  LAPLACE CORR    -          0.68  (seconds)                    DEFLEC18
 DO7783  DYNAMIC HEIGHT  -        388.123 (meters)     1273.37  (feet) COMP
 DO7783  MODELED GRAVITY -    980,604.4   (mgal)                       NAVD 88
 DO7783
 DO7783  VERT ORDER      -  SECOND    CLASS I
 DO7783
 DO7783  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DO7783  Standards:
 DO7783         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DO7783            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DO7783  -------------------------------------------------------------------
 DO7783  NETWORK    0.45   0.73           0.21   0.15   0.37     -0.01564965
 DO7783  -------------------------------------------------------------------
 DO7783  Click here for local accuracies and other accuracy information.
 DO7783
 DO7783.The horizontal coordinates were established by GPS observations
 DO7783.and adjusted by the MN DEPT OF TRANSP in August 2014.
 DO7783
 DO7783.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DO7783.been affixed to the stable North American tectonic plate. See 
 DO7783.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DO7783
 DO7783.The horizontal coordinates are valid at the epoch date displayed above
 DO7783.which is a decimal equivalence of Year/Month/Day.
 DO7783
 DO7783.The orthometric height was determined by differential leveling and
 DO7783.adjusted by the NATIONAL GEODETIC SURVEY
 DO7783.in October 2013.
 DO7783
 DO7783.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO7783.GEOID18 height accuracy estimate available here.
 DO7783
 DO7783.Click photographs - Photos may exist for this station.
 DO7783
 DO7783.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DO7783
 DO7783.The Laplace correction was computed from DEFLEC18 derived deflections.
 DO7783
 DO7783.The ellipsoidal height was determined by GPS observations
 DO7783.and is referenced to NAD 83.
 DO7783
 DO7783.The dynamic height is computed by dividing the NAVD 88
 DO7783.geopotential number by the normal gravity value computed on the
 DO7783.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO7783.degrees latitude (g = 980.6199 gals.).
 DO7783
 DO7783.The modeled gravity was interpolated from observed gravity values.
 DO7783
 DO7783. The following values were computed from the NAD 83(2011) position.
 DO7783
 DO7783;                    North         East     Units Scale Factor Converg.
 DO7783;SPC MN C     -   222,607.008   681,608.613   MT  0.99993091   -1 06 27.3
 DO7783;SPC MN C     -   730,336.49  2,236,244.26   sFT  0.99993091   -1 06 27.3
 DO7783;UTM  15      - 5,108,121.305   285,015.126   MT  1.00016820   -2 00 16.1
 DO7783
 DO7783!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DO7783!SPC MN C     -   0.99994331  x   0.99993091  =   0.99987423
 DO7783!UTM  15      -   0.99994331  x   1.00016820  =   1.00011150
 DO7783
 DO7783:                Primary Azimuth Mark                     Grid Az
 DO7783:SPC MN C     -  2612 B                                   271 33 50.2
 DO7783:UTM  15      -  2612 B                                   272 27 39.0
 DO7783
 DO7783_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTM8501508121(NAD 83)
 DO7783
 DO7783|---------------------------------------------------------------------|
 DO7783| PID    Reference Object                     Distance      Geod. Az  |
 DO7783|                                                           dddmmss.s |
 DO7783| DO7784 2612 B                              APPROX. 1.0 KM 2702722.9 |
 DO7783|---------------------------------------------------------------------|
 DO7783
 DO7783                          SUPERSEDED SURVEY CONTROL
 DO7783
 DO7783.No superseded survey control is available for this station.
 DO7783
 DO7783_MARKER: I = METAL ROD
 DO7783_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DO7783_STAMPING: 2612 C 2010
 DO7783_MARK LOGO: MNDT
 DO7783_PROJECTION: FLUSH
 DO7783_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DO7783_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DO7783_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DO7783+SATELLITE: SATELLITE OBSERVATIONS - January 16, 2024
 DO7783_ROD/PIPE-DEPTH: 6.7 meters
 DO7783
 DO7783  HISTORY     - Date     Condition        Report By
 DO7783  HISTORY     - 20101020 MONUMENTED       MNDT
 DO7783  HISTORY     - 20130529 GOOD             MNDT
 DO7783  HISTORY     - 20240116 GOOD             MNDT
 DO7783
 DO7783                          STATION DESCRIPTION
 DO7783
 DO7783'DESCRIBED BY MN DEPT OF TRANSP 2010 (KMS)
 DO7783'THE MARK IS 1.8 MILES EAST OF ASHBY, 1.75 MILES NORTHEAST ALONG TRUNK
 DO7783'HIGHWAY 78 FROM JUNCTION OF TRUNK HIGHWAY 78 AND COUNTY ROAD 10 IN
 DO7783'ASHBY, AT TRUNK HIGHWAY 78 MILEPOINT 6.10, 75.3 FEET WEST OF 100TH
 DO7783'AVENUE, 71.9 FEET SOUTH OF TRUNK HIGHWAY 78, 26.1 FEET NORTHWEST OF
 DO7783'FENCE CORNER.
 DO7783
 DO7783                          STATION RECOVERY (2013)
 DO7783
 DO7783'RECOVERY NOTE BY MN DEPT OF TRANSP 2013 (AXD)
 DO7783'1.8 MILES EAST OF ASHBY, 1.75 MILES NORTHEAST ALONG TRUNK HIGHWAY 78
 DO7783'FROM JUNCTION OF TRUNK HIGHWAY 78 AND COUNTY ROAD 10 IN ASHBY, AT
 DO7783'TRUNK HIGHWAY 78 MILEPOINT 6.10, 75.3 FEET WEST OF 100TH AVENUE, 71.9
 DO7783'FEET SOUTH OF TRUNK HIGHWAY 78, 26.1 FEET NORTHWEST OF FENCE CORNER.
 DO7783
 DO7783                          STATION RECOVERY (2024)
 DO7783
 DO7783'RECOVERY NOTE BY MN DEPT OF TRANSP 2024 (JMH)
 DO7783'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 QP1835 ***********************************************************************
 QP1835  DESIGNATION -  2613 A
 QP1835  PID         -  QP1835
 QP1835  STATE/COUNTY-  MN/GRANT
 QP1835  COUNTRY     -  US
 QP1835  USGS QUAD   -  ELBOW LAKE (2019)
 QP1835
 QP1835                         *CURRENT SURVEY CONTROL
 QP1835  ______________________________________________________________________
 QP1835* NAD 83(1986) POSITION- 45 59 32.5    (N) 095 57 28.4    (W)   HD_HELD2
 QP1835* NAVD 88 ORTHO HEIGHT -   377.436 (meters)     1238.30  (feet) ADJUSTED
 QP1835  ______________________________________________________________________
 QP1835  GEOID HEIGHT    -        -26.444 (meters)                     GEOID18
 QP1835  DYNAMIC HEIGHT  -        377.434 (meters)     1238.30  (feet) COMP
 QP1835  MODELED GRAVITY -    980,597.7   (mgal)                       NAVD 88
 QP1835
 QP1835  VERT ORDER      -  SECOND    CLASS I
 QP1835
 QP1835.The horizontal coordinates were established by autonomous hand held GPS
 QP1835.observations and have an estimated accuracy of +/- 10 meters.
 QP1835
 QP1835.The orthometric height was determined by differential leveling and
 QP1835.adjusted by the NATIONAL GEODETIC SURVEY
 QP1835.in March 2020.
 QP1835
 QP1835.Significant digits in the geoid height do not necessarily reflect accuracy.
 QP1835.GEOID18 height accuracy estimate available here.
 QP1835
 QP1835.Click photographs - Photos may exist for this station.
 QP1835
 QP1835.The dynamic height is computed by dividing the NAVD 88
 QP1835.geopotential number by the normal gravity value computed on the
 QP1835.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QP1835.degrees latitude (g = 980.6199 gals.).
 QP1835
 QP1835.The modeled gravity was interpolated from observed gravity values.
 QP1835
 QP1835;                    North         East    Units  Estimated Accuracy
 QP1835;SPC MN C     -   211,723.      667,701.      MT  (+/- 10 meters HH2 GPS)
 QP1835
 QP1835_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTL7093597453(NAD 83)
 QP1835
 QP1835                          SUPERSEDED SURVEY CONTROL
 QP1835
 QP1835  NAVD 88 (06/17/14)  377.458  (m)         1238.38   (f) SUPERSEDED  2 1
 QP1835  NAVD 88 (06/15/95)  377.462  (m)         1238.39   (f) SUPERSEDED  2 1
 QP1835
 QP1835.Superseded values are not recommended for survey control.
 QP1835
 QP1835.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QP1835.See file dsdata.pdf to determine how the superseded data were derived.
 QP1835
 QP1835_MARKER: DD = SURVEY DISK
 QP1835_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 QP1835_STAMPING: 2613 A 1979
 QP1835_MARK LOGO: NONE
 QP1835_PROJECTION: PROJECTING 8 CENTIMETERS
 QP1835_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 QP1835_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QP1835_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 QP1835+SATELLITE: SATELLITE OBSERVATIONS - September 08, 2009
 QP1835
 QP1835  HISTORY     - Date     Condition        Report By
 QP1835  HISTORY     - 1979     MONUMENTED       MNDT
 QP1835  HISTORY     - 19950207 GOOD             MNDT
 QP1835  HISTORY     - 20050825 GOOD             MNDT
 QP1835  HISTORY     - 20090908 GOOD             MNDT
 QP1835
 QP1835                          STATION DESCRIPTION
 QP1835
 QP1835'DESCRIBED BY MN DEPT OF TRANSP 1979
 QP1835'IN ELBOW LAKE.
 QP1835'THE MARK IS LOCATED 0.9 MILE EAST ALONG TRUNK HIGHWAY 79 FROM ITS
 QP1835'JUNCTION WITH TRUNK HIGHWAY 55 IN ELBOW LAKE.  IT IS NEAR TRUNK
 QP1835'HIGHWAY MILE POINT 0.9 AT THE SOUTHWEST CORNER OF UNION CEMETARY IN
 QP1835'THE SE 1/4 OF SECTION 9, T129N, R42W.  THE MARK IS 50.7 FEET NORTH OF
 QP1835'AND ABOUT 3 FEET LOWER THAN THE CENTERLINE OF TRUNK HIGHWAY 79, 37.1
 QP1835'FEET SOUTHWEST OF THE SOUTHWEST CORNER OF THE HUTCHING 1884-1952
 QP1835'HEADSTONE, 19.3 FEET NORTHWEST OF THE WEST END OF A 15 INCH CONCRETE
 QP1835'CULVERT, 18.1 FEET SOUTHWEST OF A 10 INCH SPRUCE TREE, 1.7 FEET EAST
 QP1835'OF A STEEL PIPE CORNER FENCE POST AND 0.7 FOOT SOUTH OF A STEEL
 QP1835'WITNESS POST.  THE MARK, A MNDT ALUMINUM DISK STAMPED---2613 A
 QP1835'1979--- IS CRIMPED TO THE TOP OF A DRIVEN 5/8 INCH DIAMETER BY 25
 QP1835'FOOT LONG ALUMINUM ROD THAT IS FLUSH WITH THE GROUND.
 QP1835
 QP1835                          STATION RECOVERY (1995)
 QP1835
 QP1835'RECOVERY NOTE BY MN DEPT OF TRANSP 1995 (WAS)
 QP1835'THE MARK WAS RECOVERED IN GOOD CONDITION AS PREVIOUSLY DESCRIBED.
 QP1835
 QP1835                          STATION RECOVERY (2005)
 QP1835
 QP1835'RECOVERY NOTE BY MN DEPT OF TRANSP 2005 (WAS)
 QP1835'THE STATION IS LOCATED ABOUT 7.5 MI (12.1 KM) EAST-SOUTHEAST OF
 QP1835'WENDELL, 6.8 MI (10.9 KM) WEST OF ERDAHL AND IN ELBOW LAKE, 0.9 MI
 QP1835'(1.4 KM) EAST OF THE JUNCTION OF TRUNK HIGHWAY 79 AND TRUNK HIGHWAY
 QP1835'55, AT TRUNK HIGHWAY 79 MILE POINT 0.9, AT SOUTHWEST CORNER OF
 QP1835'CEMETERY, 50.7 FT (15.5 M) NORTH OF TRUNK HIGHWAY 79, 37.1 FT (11.3 M)
 QP1835'SOUTHWEST OF THE SOUTHWEST CORNER OF HUTCHING 1884-1952 GRAVESTONE,
 QP1835'19.3 FT (5.9 M) NORTHWEST OF WEST END OF CONCRETE CULVERT, 1.7 FT (0.5
 QP1835'M) EAST OF A FENCE CORNER, 0.7 FT (0.2 M) SOUTH OF A WITNESS POST.
 QP1835
 QP1835                          STATION RECOVERY (2009)
 QP1835
 QP1835'RECOVERY NOTE BY MN DEPT OF TRANSP 2009 (JBG)
 QP1835'NOTE-ROD DEPTH IS REPORTED TO BE 25 FT (7.6 M).
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DO8466 ***********************************************************************
 DO8466  DESIGNATION -  2613 B RESET
 DO8466  PID         -  DO8466
 DO8466  STATE/COUNTY-  MN/GRANT
 DO8466  COUNTRY     -  US
 DO8466  USGS QUAD   -  ELBOW LAKE (2019)
 DO8466
 DO8466                         *CURRENT SURVEY CONTROL
 DO8466  ______________________________________________________________________
 DO8466* NAD 83(2011) POSITION- 45 59 33.08836(N) 095 56 06.37710(W)   ADJUSTED
 DO8466* NAD 83(2011) ELLIP HT-   347.443 (meters)        (08/11/14)   ADJUSTED
 DO8466* NAD 83(2011) EPOCH   -  2010.00
 DO8466* NAVD 88 ORTHO HEIGHT -   373.864 (meters)     1226.59  (feet) ADJUSTED
 DO8466  ______________________________________________________________________
 DO8466  GEOID HEIGHT    -        -26.436 (meters)                     GEOID18
 DO8466  NAD 83(2011) X  -   -459,017.782 (meters)                     COMP
 DO8466  NAD 83(2011) Y  - -4,415,363.712 (meters)                     COMP
 DO8466  NAD 83(2011) Z  -  4,564,920.204 (meters)                     COMP
 DO8466  LAPLACE CORR    -          0.95  (seconds)                    DEFLEC18
 DO8466  DYNAMIC HEIGHT  -        373.861 (meters)     1226.58  (feet) COMP
 DO8466  MODELED GRAVITY -    980,596.8   (mgal)                       NAVD 88
 DO8466
 DO8466  VERT ORDER      -  SECOND    CLASS I
 DO8466
 DO8466  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DO8466  Standards:
 DO8466         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DO8466            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DO8466  -------------------------------------------------------------------
 DO8466  NETWORK    0.98   1.41           0.44   0.35   0.72      0.17670884
 DO8466  -------------------------------------------------------------------
 DO8466  Click here for local accuracies and other accuracy information.
 DO8466
 DO8466.The horizontal coordinates were established by GPS observations
 DO8466.and adjusted by the MN DEPT OF TRANSP in August 2014.
 DO8466
 DO8466.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DO8466.been affixed to the stable North American tectonic plate. See 
 DO8466.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DO8466
 DO8466.The horizontal coordinates are valid at the epoch date displayed above
 DO8466.which is a decimal equivalence of Year/Month/Day.
 DO8466
 DO8466.The orthometric height was determined by differential leveling and
 DO8466.adjusted by the NATIONAL GEODETIC SURVEY
 DO8466.in March 2020.
 DO8466
 DO8466.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO8466.GEOID18 height accuracy estimate available here.
 DO8466
 DO8466.Click photographs - Photos may exist for this station.
 DO8466
 DO8466.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DO8466
 DO8466.The Laplace correction was computed from DEFLEC18 derived deflections.
 DO8466
 DO8466.The ellipsoidal height was determined by GPS observations
 DO8466.and is referenced to NAD 83.
 DO8466
 DO8466.The dynamic height is computed by dividing the NAVD 88
 DO8466.geopotential number by the normal gravity value computed on the
 DO8466.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO8466.degrees latitude (g = 980.6199 gals.).
 DO8466
 DO8466.The modeled gravity was interpolated from observed gravity values.
 DO8466
 DO8466. The following values were computed from the NAD 83(2011) position.
 DO8466
 DO8466;                    North         East     Units Scale Factor Converg.
 DO8466;SPC MN C     -   211,703.737   669,466.358   MT  0.99993978   -1 13 08.3
 DO8466;SPC MN C     -   694,564.68  2,196,407.54   sFT  0.99993978   -1 13 08.3
 DO8466;UTM  15      - 5,097,406.166   272,700.771   MT  1.00023518   -2 06 43.1
 DO8466;UTM  14      - 5,097,785.028   737,350.095   MT  1.00029260   +2 12 19.6
 DO8466
 DO8466!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DO8466!SPC MN C     -   0.99994553  x   0.99993978  =   0.99988532
 DO8466!UTM  15      -   0.99994553  x   1.00023518  =   1.00018070
 DO8466!UTM  14      -   0.99994553  x   1.00029260  =   1.00023812
 DO8466
 DO8466_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTL7270097406(NAD 83)
 DO8466
 DO8466                          SUPERSEDED SURVEY CONTROL
 DO8466
 DO8466  NAVD 88 (06/17/14)  373.883  (m)         1226.65   (f) SUPERSEDED  2 1
 DO8466
 DO8466.Superseded values are not recommended for survey control.
 DO8466
 DO8466.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DO8466.See file dsdata.pdf to determine how the superseded data were derived.
 DO8466
 DO8466_MARKER: I = METAL ROD
 DO8466_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DO8466_STAMPING: 2613 B RESET 2009
 DO8466_MARK LOGO: MNDT
 DO8466_PROJECTION: FLUSH
 DO8466_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DO8466_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DO8466_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DO8466+SATELLITE: SATELLITE OBSERVATIONS - December 03, 2019
 DO8466_ROD/PIPE-DEPTH: 11.9 meters
 DO8466
 DO8466  HISTORY     - Date     Condition        Report By
 DO8466  HISTORY     - 20090908 MONUMENTED       MNDT
 DO8466  HISTORY     - 20130604 GOOD             MNDT
 DO8466  HISTORY     - 20191203 GOOD             MNDT
 DO8466
 DO8466                          STATION DESCRIPTION
 DO8466
 DO8466'DESCRIBED BY MN DEPT OF TRANSP 2009 (JBG)
 DO8466'2.0 MILES EAST OF ELBOW LAKE, 2.1 MILES EAST ALONG TRUNK HIGHWAY 79
 DO8466'FROM JUNCTION OF TRUNK HIGHWAY 79 AND TRUNK HIGHWAY 55 IN ELBOW LAKE,
 DO8466'AT TRUNK HIGHWAY 79 MILEPOINT 2.1, 59.5 FEET NORTH OF TRUNK HIGHWAY
 DO8466'79, 41.0 FEET EAST OF 180TH AVENUE, 81.0 FEET EAST-NORTHEAST OF POWER
 DO8466'POLE, 12.3 FEET WEST-NORTHWEST OF POWER POLE WITH GUY WIRE, 4.0 FEET
 DO8466'EAST OF RIGHT-OF-WAY POST, 4.0 FEET EAST OF WITNESS POST.
 DO8466
 DO8466                          STATION RECOVERY (2013)
 DO8466
 DO8466'RECOVERY NOTE BY MN DEPT OF TRANSP 2013 (AXD)
 DO8466'2.0 MILES EAST OF ELBOW LAKE, 2.1 MILES EAST ALONG TRUNK HIGHWAY 79
 DO8466'FROM JUNCTION OF TRUNK HIGHWAY 79 AND TRUNK HIGHWAY 55 IN ELBOW LAKE,
 DO8466'AT TRUNK HIGHWAY 79 MILEPOINT 2.1, 59.5 FEET NORTH OF TRUNK HIGHWAY
 DO8466'79, 41.0 FEET EAST OF 180TH AVENUE, 81.0 FEET EAST-NORTHEAST OF POWER
 DO8466'POLE, 12.3 FEET WEST-NORTHWEST OF POWER POLE WITH GUY WIRE, 4.0 FEET
 DO8466'EAST OF RIGHT-OF-WAY POST, 4.0 FEET EAST OF WITNESS POST.
 DO8466
 DO8466                          STATION RECOVERY (2019)
 DO8466
 DO8466'RECOVERY NOTE BY MN DEPT OF TRANSP 2019 (KMS)
 DO8466'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 AI2104 ***********************************************************************
 AI2104  DESIGNATION -  2613 C
 AI2104  PID         -  AI2104
 AI2104  STATE/COUNTY-  MN/GRANT
 AI2104  COUNTRY     -  US
 AI2104  USGS QUAD   -  ELBOW LAKE (2019)
 AI2104
 AI2104                         *CURRENT SURVEY CONTROL
 AI2104  ______________________________________________________________________
 AI2104* NAD 83(2011) POSITION- 45 59 31.08065(N) 095 54 51.54993(W)   ADJUSTED
 AI2104* NAD 83(2011) ELLIP HT-   356.304 (meters)        (08/11/14)   ADJUSTED
 AI2104* NAD 83(2011) EPOCH   -  2010.00
 AI2104* NAVD 88 ORTHO HEIGHT -   382.723 (meters)     1255.65  (feet) ADJUSTED
 AI2104  ______________________________________________________________________
 AI2104  GEOID HEIGHT    -        -26.428 (meters)                     GEOID18
 AI2104  NAD 83(2011) X  -   -457,421.208 (meters)                     COMP
 AI2104  NAD 83(2011) Y  - -4,415,580.415 (meters)                     COMP
 AI2104  NAD 83(2011) Z  -  4,564,883.508 (meters)                     COMP
 AI2104  LAPLACE CORR    -          0.63  (seconds)                    DEFLEC18
 AI2104  DYNAMIC HEIGHT  -        382.720 (meters)     1255.64  (feet) COMP
 AI2104  MODELED GRAVITY -    980,596.0   (mgal)                       NAVD 88
 AI2104
 AI2104  VERT ORDER      -  SECOND    CLASS I
 AI2104
 AI2104  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AI2104  Standards:
 AI2104         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AI2104            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AI2104  -------------------------------------------------------------------
 AI2104  NETWORK    1.01   1.51           0.45   0.36   0.77      0.14405786
 AI2104  -------------------------------------------------------------------
 AI2104  Click here for local accuracies and other accuracy information.
 AI2104
 AI2104.The horizontal coordinates were established by GPS observations
 AI2104.and adjusted by the MN DEPT OF TRANSP in August 2014.
 AI2104
 AI2104.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AI2104.been affixed to the stable North American tectonic plate. See 
 AI2104.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AI2104
 AI2104.The horizontal coordinates are valid at the epoch date displayed above
 AI2104.which is a decimal equivalence of Year/Month/Day.
 AI2104
 AI2104.The orthometric height was determined by differential leveling and
 AI2104.adjusted by the NATIONAL GEODETIC SURVEY
 AI2104.in March 2020.
 AI2104
 AI2104.Significant digits in the geoid height do not necessarily reflect accuracy.
 AI2104.GEOID18 height accuracy estimate available here.
 AI2104
 AI2104.Click photographs - Photos may exist for this station.
 AI2104
 AI2104.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AI2104
 AI2104.The Laplace correction was computed from DEFLEC18 derived deflections.
 AI2104
 AI2104.The ellipsoidal height was determined by GPS observations
 AI2104.and is referenced to NAD 83.
 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. The following values were computed from the NAD 83(2011) position.
 AI2104
 AI2104;                    North         East     Units Scale Factor Converg.
 AI2104;SPC MN C     -   211,607.722   671,074.916   MT  0.99993984   -1 12 14.2
 AI2104;SPC MN C     -   694,249.67  2,201,684.95   sFT  0.99993984   -1 12 14.2
 AI2104;UTM  15      - 5,097,285.057   274,308.104   MT  1.00022623   -2 05 49.1
 AI2104
 AI2104!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI2104!SPC MN C     -   0.99994415  x   0.99993984  =   0.99988399
 AI2104!UTM  15      -   0.99994415  x   1.00022623  =   1.00017036
 AI2104
 AI2104_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTL7430897285(NAD 83)
 AI2104
 AI2104                          SUPERSEDED SURVEY CONTROL
 AI2104
 AI2104  NAVD 88 (06/17/14)  382.741  (m)         1255.71   (f) SUPERSEDED  2 1
 AI2104  NAVD 88 (08/09/00)  382.748  (m)         1255.73   (f) SUPERSEDED  2 1
 AI2104
 AI2104.Superseded values are not recommended for survey control.
 AI2104
 AI2104.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI2104.See file dsdata.pdf to determine how the superseded data were derived.
 AI2104
 AI2104_MARKER: DD = SURVEY DISK
 AI2104_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 AI2104_STAMPING: 2613 C 1995
 AI2104_MARK LOGO: MNDT
 AI2104_PROJECTION: PROJECTING 8 CENTIMETERS
 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 - June 22, 2021
 AI2104_ROD/PIPE-DEPTH: 12.2 meters
 AI2104
 AI2104  HISTORY     - Date     Condition        Report By
 AI2104  HISTORY     - 19950207 MONUMENTED       MNDT
 AI2104  HISTORY     - 20040726 GOOD             MNDT
 AI2104  HISTORY     - 20100908 GOOD             MNDT
 AI2104  HISTORY     - 20130604 GOOD             MNDT
 AI2104  HISTORY     - 20210622 GOOD             MNDT
 AI2104
 AI2104                          STATION DESCRIPTION
 AI2104
 AI2104'DESCRIBED BY MN DEPT OF TRANSP 1995 (WAS)
 AI2104'3 MI (4.8 KM) EAST OF ELBOW LAKE, 3.1 MI (5.0 KM) EAST ALONG TH 79
 AI2104'FROM JCT OF TH 79 AND TH 55 IN ELBOW LAKE, ACROSS FROM POWER
 AI2104'SUBSTATION, AT TH 79 MP 3.05, 95.5 FT (29.1 M) SOUTH OF TH79, 22.5 FT
 AI2104'(6.9 M) EAST OF MINIMUM MAINTENANCE RD, 15.6 F T SOUTH OF P-POLE, 63.7
 AI2104'FT WSW OF GUY POLE, 4.0 FT (1.2 M) NORTH OF WIT POST, MARK IS MNDT
 AI2104'ALUMINUM DISK ON 40 FT LONG DRIVEN ALUMINUM ROD.
 AI2104
 AI2104                          STATION RECOVERY (2004)
 AI2104
 AI2104'RECOVERY NOTE BY MN DEPT OF TRANSP 2004 (JE)
 AI2104'3.0 MILES EAST OF ELBOW LAKE, 3.1 MILES EAST ALONG TRUNK HIGHWAY 79
 AI2104'FROM JUNCTION OF TRUNK HIGHWAY 79 AND TRUNK HIGHWAY 55 IN ELBOW LAKE,
 AI2104'AT TRUNK HIGHWAY 79 MILEPOINT 3.05, ACROSS FROM POWER SUB-STATION,
 AI2104'95.5 FEET SOUTH OF TRUNK HIGHWAY 79, 22.5 FEET WEST OF MINIMUM
 AI2104'MAINTENANCE ROAD, 15.6 FEET SOUTH OF POWER POLE, 63.7 FEET
 AI2104'WEST-SOUTHWEST OF GUY POLE, 4.0 FEET NORTH OF WITNESS POST.
 AI2104
 AI2104                          STATION RECOVERY (2010)
 AI2104
 AI2104'RECOVERY NOTE BY MN DEPT OF TRANSP 2010 (KMS)
 AI2104'NOTE-BENCH MARK IS NOW 1.7 FEET EAST OF A WITNESS POST.
 AI2104
 AI2104                          STATION RECOVERY (2013)
 AI2104
 AI2104'RECOVERY NOTE BY MN DEPT OF TRANSP 2013 (AXD)
 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 170TH AVENUE,
 AI2104'15.6 FEET SOUTH OF POWER POLE, 63.7 FEET WEST-SOUTHWEST OF GUY POLE,
 AI2104'1.7 FEET EAST OF WITNESS POST.
 AI2104
 AI2104                          STATION RECOVERY (2021)
 AI2104
 AI2104'RECOVERY NOTE BY MN DEPT OF TRANSP 2021 (TJD)
 AI2104'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 AI2106 ***********************************************************************
 AI2106  DESIGNATION -  2613 E
 AI2106  PID         -  AI2106
 AI2106  STATE/COUNTY-  MN/GRANT
 AI2106  COUNTRY     -  US
 AI2106  USGS QUAD   -  ERDAHL (2019)
 AI2106
 AI2106                         *CURRENT SURVEY CONTROL
 AI2106  ______________________________________________________________________
 AI2106* NAD 83(2011) POSITION- 45 59 33.85573(N) 095 52 03.13310(W)   ADJUSTED
 AI2106* NAD 83(2011) ELLIP HT-   331.015 (meters)        (08/11/14)   ADJUSTED
 AI2106* NAD 83(2011) EPOCH   -  2010.00
 AI2106* NAVD 88 ORTHO HEIGHT -   357.435 (meters)     1172.68  (feet) ADJUSTED
 AI2106  ______________________________________________________________________
 AI2106  GEOID HEIGHT    -        -26.416 (meters)                     GEOID18
 AI2106  NAD 83(2011) X  -   -453,807.604 (meters)                     COMP
 AI2106  NAD 83(2011) Y  - -4,415,873.646 (meters)                     COMP
 AI2106  NAD 83(2011) Z  -  4,564,924.849 (meters)                     COMP
 AI2106  LAPLACE CORR    -          1.06  (seconds)                    DEFLEC18
 AI2106  DYNAMIC HEIGHT  -        357.431 (meters)     1172.67  (feet) COMP
 AI2106  MODELED GRAVITY -    980,593.9   (mgal)                       NAVD 88
 AI2106
 AI2106  VERT ORDER      -  SECOND    CLASS I
 AI2106
 AI2106  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AI2106  Standards:
 AI2106         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AI2106            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AI2106  -------------------------------------------------------------------
 AI2106  NETWORK    0.91   1.35           0.40   0.33   0.69      0.19407091
 AI2106  -------------------------------------------------------------------
 AI2106  Click here for local accuracies and other accuracy information.
 AI2106
 AI2106.The horizontal coordinates were established by GPS observations
 AI2106.and adjusted by the MN DEPT OF TRANSP in August 2014.
 AI2106
 AI2106.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AI2106.been affixed to the stable North American tectonic plate. See 
 AI2106.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AI2106
 AI2106.The horizontal coordinates are valid at the epoch date displayed above
 AI2106.which is a decimal equivalence of Year/Month/Day.
 AI2106
 AI2106.The orthometric height was determined by differential leveling and
 AI2106.adjusted by the NATIONAL GEODETIC SURVEY
 AI2106.in March 2020.
 AI2106
 AI2106.Significant digits in the geoid height do not necessarily reflect accuracy.
 AI2106.GEOID18 height accuracy estimate available here.
 AI2106
 AI2106.Click photographs - Photos may exist for this station.
 AI2106
 AI2106.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AI2106
 AI2106.The Laplace correction was computed from DEFLEC18 derived deflections.
 AI2106
 AI2106.The ellipsoidal height was determined by GPS observations
 AI2106.and is referenced to NAD 83.
 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. The following values were computed from the NAD 83(2011) position.
 AI2106
 AI2106;                    North         East     Units Scale Factor Converg.
 AI2106;SPC MN C     -   211,618.300   674,700.117   MT  0.99993976   -1 10 12.4
 AI2106;SPC MN C     -   694,284.37  2,213,578.63   sFT  0.99993976   -1 10 12.4
 AI2106;UTM  15      - 5,097,239.115   277,934.032   MT  1.00020627   -2 03 48.0
 AI2106
 AI2106!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI2106!SPC MN C     -   0.99994811  x   0.99993976  =   0.99988787
 AI2106!UTM  15      -   0.99994811  x   1.00020627  =   1.00015437
 AI2106
 AI2106:                Primary Azimuth Mark                     Grid Az
 AI2106:SPC MN C     -  CRAIN                                    263 07 13.8
 AI2106:UTM  15      -  CRAIN                                    264 00 49.4
 AI2106
 AI2106_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTL7793497239(NAD 83)
 AI2106
 AI2106|---------------------------------------------------------------------|
 AI2106| PID    Reference Object                     Distance      Geod. Az  |
 AI2106|                                                           dddmmss.s |
 AI2106| DO8469 CRAIN                               433.022 METERS 2615701.4 |
 AI2106|---------------------------------------------------------------------|
 AI2106
 AI2106                          SUPERSEDED SURVEY CONTROL
 AI2106
 AI2106  NAVD 88 (08/09/00)  357.450  (m)         1172.73   (f) SUPERSEDED  2 1
 AI2106
 AI2106.Superseded values are not recommended for survey control.
 AI2106
 AI2106.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI2106.See file dsdata.pdf to determine how the superseded data were derived.
 AI2106
 AI2106_MARKER: DD = SURVEY DISK
 AI2106_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 AI2106_STAMPING: 2613 E 1995
 AI2106_MARK LOGO: MNDT
 AI2106_PROJECTION: PROJECTING 8 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 - June 22, 2021
 AI2106_ROD/PIPE-DEPTH: 10.7 meters
 AI2106
 AI2106  HISTORY     - Date     Condition        Report By
 AI2106  HISTORY     - 19950207 MONUMENTED       MNDT
 AI2106  HISTORY     - 20100830 GOOD             MNDT
 AI2106  HISTORY     - 20130604 GOOD             MNDT
 AI2106  HISTORY     - 20210622 GOOD             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.
 AI2106
 AI2106                          STATION RECOVERY (2010)
 AI2106
 AI2106'RECOVERY NOTE BY MN DEPT OF TRANSP 2010 (KMS)
 AI2106'5.25 MILES EAST OF ELBOW LAKE, 5.35 MILES EAST ALONG TRUNK HIGHWAY 79
 AI2106'FROM JUNCTION OF TRUNK HIGHWAY 79 AND TRUNK HIGHWAY 55 IN ELBOW LAKE,
 AI2106'AT TRUNK HIGHWAY 79 MILEPOINT 5.3, 256.0 FEET NORTH OF TRUNK HIGHWAY
 AI2106'79, 56.5 FEET EAST OF COUNTY ROAD 24, 4.7 FEET SOUTH-SOUTHWEST OF
 AI2106'SOUTH LEG OF REDHEAD SLOUGH SIGN, 90.8 FEET EAST OF POWER POLE, 26.0
 AI2106'FEET SOUTH OF FIELD ENTRANCE, 4.0 FEET NORTH OF WITNESS POST.
 AI2106
 AI2106                          STATION RECOVERY (2013)
 AI2106
 AI2106'RECOVERY NOTE BY MN DEPT OF TRANSP 2013 (WFS)
 AI2106'5.25 MILES EAST OF ELBOW LAKE, 5.35 MILES EAST ALONG TRUNK HIGHWAY 79
 AI2106'FROM JUNCTION OF TRUNK HIGHWAY 79 AND TRUNK HIGHWAY 55 IN ELBOW LAKE,
 AI2106'AT TRUNK HIGHWAY 79 MILEPOINT 5.3, 256.0 FEET NORTH OF TRUNK HIGHWAY
 AI2106'79, 56.5 FEET EAST OF COUNTY ROAD 24, 4.7 FEET SOUTH-SOUTHWEST OF
 AI2106'SOUTH LEG OF REDHEAD SLOUGH SIGN, 90.8 FEET EAST OF POWER POLE, 26.0
 AI2106'FEET SOUTH OF FIELD ENTRANCE, 4.0 FEET NORTH OF WITNESS POST.
 AI2106
 AI2106                          STATION RECOVERY (2021)
 AI2106
 AI2106'RECOVERY NOTE BY MN DEPT OF TRANSP 2021 (TJD)
 AI2106'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DO8470 ***********************************************************************
 DO8470  DESIGNATION -  2613 F RESET
 DO8470  PID         -  DO8470
 DO8470  STATE/COUNTY-  MN/GRANT
 DO8470  COUNTRY     -  US
 DO8470  USGS QUAD   -  ERDAHL (2019)
 DO8470
 DO8470                         *CURRENT SURVEY CONTROL
 DO8470  ______________________________________________________________________
 DO8470* NAD 83(1986) POSITION- 45 59 30.     (N) 095 51 03.     (W)   SCALED
 DO8470* NAVD 88 ORTHO HEIGHT -   363.237 (meters)     1191.72  (feet) ADJUSTED
 DO8470  ______________________________________________________________________
 DO8470  GEOID HEIGHT    -        -26.408 (meters)                     GEOID18
 DO8470  DYNAMIC HEIGHT  -        363.233 (meters)     1191.71  (feet) COMP
 DO8470  MODELED GRAVITY -    980,593.0   (mgal)                       NAVD 88
 DO8470
 DO8470  VERT ORDER      -  SECOND    CLASS I
 DO8470
 DO8470.The horizontal coordinates were scaled from a map and have
 DO8470.an estimated accuracy of +/- 6 seconds.
 DO8470
 DO8470.The orthometric height was determined by differential leveling and
 DO8470.adjusted by the NATIONAL GEODETIC SURVEY
 DO8470.in March 2020.
 DO8470
 DO8470.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO8470.GEOID18 height accuracy estimate available here.
 DO8470
 DO8470.Click photographs - Photos may exist for this station.
 DO8470
 DO8470.The dynamic height is computed by dividing the NAVD 88
 DO8470.geopotential number by the normal gravity value computed on the
 DO8470.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO8470.degrees latitude (g = 980.6199 gals.).
 DO8470
 DO8470.The modeled gravity was interpolated from observed gravity values.
 DO8470
 DO8470;                    North         East    Units  Estimated Accuracy
 DO8470;SPC MN C     -   211,470.      675,990.      MT  (+/- 180 meters Scaled)
 DO8470
 DO8470_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTL792970(NAD 83)
 DO8470
 DO8470                          SUPERSEDED SURVEY CONTROL
 DO8470
 DO8470  NAVD 88 (06/17/14)  363.249  (m)         1191.76   (f) SUPERSEDED  2 1
 DO8470
 DO8470.Superseded values are not recommended for survey control.
 DO8470
 DO8470.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DO8470.See file dsdata.pdf to determine how the superseded data were derived.
 DO8470
 DO8470_MARKER: F = FLANGE-ENCASED ROD
 DO8470_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DO8470_STAMPING: 2613 F RESET 2009
 DO8470_MARK LOGO: MNDT
 DO8470_PROJECTION: FLUSH
 DO8470_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DO8470_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DO8470_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DO8470+SATELLITE: SATELLITE OBSERVATIONS - September 08, 2009
 DO8470_ROD/PIPE-DEPTH: 9.1 meters
 DO8470
 DO8470  HISTORY     - Date     Condition        Report By
 DO8470  HISTORY     - 20090908 MONUMENTED       MNDT
 DO8470
 DO8470                          STATION DESCRIPTION
 DO8470
 DO8470'DESCRIBED BY MN DEPT OF TRANSP 2009
 DO8470'6.0 MILES EAST OF ELBOW LAKE, 6.15 MILES EAST ALONG TRUNK HIGHWAY 79
 DO8470'FROM JUNCTION OF TRUNK HIGHWAY 79 AND TRUNK HIGHWAY 55 IN ELBOW LAKE,
 DO8470'AT TRUNK HIGHWAY 79 MILEPOINT 6.05, 128.5 FEET SOUTH OF TRUNK HIGHWAY
 DO8470'79, 55.2 FEET SOUTH OF TELEPHONE PEDESTAL, 37.0 FEET EAST OF 140TH
 DO8470'AVENUE (COUNTY ROAD 53), 4.0 FEET SOUTH OF WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 AI2109 ***********************************************************************
 AI2109  DESIGNATION -  2613 H
 AI2109  PID         -  AI2109
 AI2109  STATE/COUNTY-  MN/GRANT
 AI2109  COUNTRY     -  US
 AI2109  USGS QUAD   -  ERDAHL (2019)
 AI2109
 AI2109                         *CURRENT SURVEY CONTROL
 AI2109  ______________________________________________________________________
 AI2109* NAD 83(2011) POSITION- 45 59 30.06283(N) 095 48 39.97228(W)   ADJUSTED
 AI2109* NAD 83(2011) ELLIP HT-   358.832 (meters)        (08/11/14)   ADJUSTED
 AI2109* NAD 83(2011) EPOCH   -  2010.00
 AI2109* NAVD 88 ORTHO HEIGHT -   385.219 (meters)     1263.84  (feet) ADJUSTED
 AI2109  ______________________________________________________________________
 AI2109  GEOID HEIGHT    -        -26.390 (meters)                     GEOID18
 AI2109  NAD 83(2011) X  -   -449,468.448 (meters)                     COMP
 AI2109  NAD 83(2011) Y  - -4,416,421.510 (meters)                     COMP
 AI2109  NAD 83(2011) Z  -  4,564,863.492 (meters)                     COMP
 AI2109  LAPLACE CORR    -          1.29  (seconds)                    DEFLEC18
 AI2109  DYNAMIC HEIGHT  -        385.214 (meters)     1263.82  (feet) COMP
 AI2109  MODELED GRAVITY -    980,590.4   (mgal)                       NAVD 88
 AI2109
 AI2109  VERT ORDER      -  SECOND    CLASS I
 AI2109
 AI2109  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AI2109  Standards:
 AI2109         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AI2109            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AI2109  -------------------------------------------------------------------
 AI2109  NETWORK    0.87   0.73           0.37   0.33   0.37      0.27362399
 AI2109  -------------------------------------------------------------------
 AI2109  Click here for local accuracies and other accuracy information.
 AI2109
 AI2109.The horizontal coordinates were established by GPS observations
 AI2109.and adjusted by the MN DEPT OF TRANSP in August 2014.
 AI2109
 AI2109.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AI2109.been affixed to the stable North American tectonic plate. See 
 AI2109.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AI2109
 AI2109.The horizontal coordinates are valid at the epoch date displayed above
 AI2109.which is a decimal equivalence of Year/Month/Day.
 AI2109
 AI2109.The orthometric height was determined by differential leveling and
 AI2109.adjusted by the NATIONAL GEODETIC SURVEY
 AI2109.in March 2020.
 AI2109
 AI2109.Significant digits in the geoid height do not necessarily reflect accuracy.
 AI2109.GEOID18 height accuracy estimate available here.
 AI2109
 AI2109.Click photographs - Photos may exist for this station.
 AI2109
 AI2109.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AI2109
 AI2109.The Laplace correction was computed from DEFLEC18 derived deflections.
 AI2109
 AI2109.The ellipsoidal height was determined by GPS observations
 AI2109.and is referenced to NAD 83.
 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. The following values were computed from the NAD 83(2011) position.
 AI2109
 AI2109;                    North         East     Units Scale Factor Converg.
 AI2109;SPC MN C     -   211,413.504   679,068.767   MT  0.99993987   -1 07 45.4
 AI2109;SPC MN C     -   693,612.47  2,227,911.45   sFT  0.99993987   -1 07 45.4
 AI2109;UTM  15      - 5,096,966.165   282,300.070   MT  1.00018266   -2 01 21.5
 AI2109
 AI2109!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI2109!SPC MN C     -   0.99994375  x   0.99993987  =   0.99988362
 AI2109!UTM  15      -   0.99994375  x   1.00018266  =   1.00012640
 AI2109
 AI2109:                Primary Azimuth Mark                     Grid Az
 AI2109:SPC MN C     -  FLORES                                   180 55 38.0
 AI2109:UTM  15      -  FLORES                                   181 49 14.1
 AI2109
 AI2109_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTL8230096966(NAD 83)
 AI2109
 AI2109|---------------------------------------------------------------------|
 AI2109| PID    Reference Object                     Distance      Geod. Az  |
 AI2109|                                                           dddmmss.s |
 AI2109| DO8472 FLORES                              APPROX. 0.6 KM 1794752.6 |
 AI2109|---------------------------------------------------------------------|
 AI2109
 AI2109                          SUPERSEDED SURVEY CONTROL
 AI2109
 AI2109  NAVD 88 (08/09/00)  385.227  (m)         1263.87   (f) SUPERSEDED  2 1
 AI2109
 AI2109.Superseded values are not recommended for survey control.
 AI2109
 AI2109.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI2109.See file dsdata.pdf to determine how the superseded data were derived.
 AI2109
 AI2109_MARKER: DD = SURVEY DISK
 AI2109_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 AI2109_STAMPING: 2613 H 1995
 AI2109_MARK LOGO: MNDT
 AI2109_PROJECTION: PROJECTING 10 CENTIMETERS
 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 - December 03, 2019
 AI2109_ROD/PIPE-DEPTH: 9.1 meters
 AI2109
 AI2109  HISTORY     - Date     Condition        Report By
 AI2109  HISTORY     - 19950207 MONUMENTED       MNDT
 AI2109  HISTORY     - 20100830 GOOD             MNDT
 AI2109  HISTORY     - 20130603 GOOD             MNDT
 AI2109  HISTORY     - 20191203 GOOD             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.
 AI2109
 AI2109                          STATION RECOVERY (2010)
 AI2109
 AI2109'RECOVERY NOTE BY MN DEPT OF TRANSP 2010 (KMS)
 AI2109'RECOVERED IN GOOD CONDITION.
 AI2109
 AI2109                          STATION RECOVERY (2013)
 AI2109
 AI2109'RECOVERY NOTE BY MN DEPT OF TRANSP 2013 (BEN)
 AI2109'0.5 MILE EAST OF ERDAHL, 4.1 MILES WEST ALONG TRUNK HIGHWAY 79 FROM
 AI2109'JUNCTION OF TRUNK HIGHWAY 79 AND INTERSTATE HIGHWAY 94, AT TRUNK
 AI2109'HIGHWAY 79 MILEPOINT 8.0, 60.5 FEET SOUTH OF TRUNK HIGHWAY 79, 39.0
 AI2109'FEET WEST OF COUNTY ROAD 54, 9.5 FEET EAST OF TELEPHONE CABLE
 AI2109'PEDESTAL, 59.4 FEET SOUTHEAST OF MILEPOST 8, 4.0 FEET WEST OF WITNESS
 AI2109'POST.
 AI2109
 AI2109                          STATION RECOVERY (2019)
 AI2109
 AI2109'RECOVERY NOTE BY MN DEPT OF TRANSP 2019 (KMS)
 AI2109'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DO8473 ***********************************************************************
 DO8473  DESIGNATION -  2613 J RESET
 DO8473  PID         -  DO8473
 DO8473  STATE/COUNTY-  MN/GRANT
 DO8473  COUNTRY     -  US
 DO8473  USGS QUAD   -  ERDAHL (2019)
 DO8473
 DO8473                         *CURRENT SURVEY CONTROL
 DO8473  ______________________________________________________________________
 DO8473* NAD 83(1986) POSITION- 45 59 30.     (N) 095 47 22.     (W)   SCALED
 DO8473* NAVD 88 ORTHO HEIGHT -   396.424 (meters)     1300.60  (feet) ADJUSTED
 DO8473  ______________________________________________________________________
 DO8473  GEOID HEIGHT    -        -26.380 (meters)                     GEOID18
 DO8473  DYNAMIC HEIGHT  -        396.418 (meters)     1300.58  (feet) COMP
 DO8473  MODELED GRAVITY -    980,588.4   (mgal)                       NAVD 88
 DO8473
 DO8473  VERT ORDER      -  SECOND    CLASS I
 DO8473
 DO8473.The horizontal coordinates were scaled from a map and have
 DO8473.an estimated accuracy of +/- 6 seconds.
 DO8473
 DO8473.The orthometric height was determined by differential leveling and
 DO8473.adjusted by the NATIONAL GEODETIC SURVEY
 DO8473.in March 2020.
 DO8473
 DO8473.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO8473.GEOID18 height accuracy estimate available here.
 DO8473
 DO8473.Click photographs - Photos may exist for this station.
 DO8473
 DO8473.The dynamic height is computed by dividing the NAVD 88
 DO8473.geopotential number by the normal gravity value computed on the
 DO8473.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO8473.degrees latitude (g = 980.6199 gals.).
 DO8473
 DO8473.The modeled gravity was interpolated from observed gravity values.
 DO8473
 DO8473;                    North         East    Units  Estimated Accuracy
 DO8473;SPC MN C     -   211,380.      680,750.      MT  (+/- 180 meters Scaled)
 DO8473
 DO8473_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTL839969(NAD 83)
 DO8473
 DO8473                          SUPERSEDED SURVEY CONTROL
 DO8473
 DO8473  NAVD 88 (06/17/14)  396.428  (m)         1300.61   (f) SUPERSEDED  2 1
 DO8473
 DO8473.Superseded values are not recommended for survey control.
 DO8473
 DO8473.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DO8473.See file dsdata.pdf to determine how the superseded data were derived.
 DO8473
 DO8473_MARKER: F = FLANGE-ENCASED ROD
 DO8473_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DO8473_STAMPING: 2613 J RESET 2009
 DO8473_MARK LOGO: MNDT
 DO8473_PROJECTION: FLUSH
 DO8473_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DO8473_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DO8473_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DO8473+SATELLITE: SATELLITE OBSERVATIONS - September 08, 2009
 DO8473_ROD/PIPE-DEPTH: 7.3 meters
 DO8473
 DO8473  HISTORY     - Date     Condition        Report By
 DO8473  HISTORY     - 20090908 MONUMENTED       MNDT
 DO8473
 DO8473                          STATION DESCRIPTION
 DO8473
 DO8473'DESCRIBED BY MN DEPT OF TRANSP 2009
 DO8473'1.5 MILES EAST OF ERDAHL, 3.55 MILES WEST ALONG TRUNK HIGHWAY 79 FROM
 DO8473'JUNCTION OF TRUNK HIGHWAY 79 AND INTERSTATE HIGHWAY 94, AT TRUNK
 DO8473'HIGHWAY 79 MILEPOINT 9.05, 142.0 FEET SOUTH OF TRUNK HIGHWAY 79, 65.5
 DO8473'FEET SOUTH OF POWER POLE WITH TWO GUY WIRES, 47.0 FEET EAST OF COUNTY
 DO8473'ROAD 5, 3.8 FEET NORTH-NORTHWEST OF RIGHT-OF-WAY POST, 4.0 FEET SOUTH
 DO8473'OF WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DO8467 ***********************************************************************
 DO8467  DESIGNATION -  2613 K
 DO8467  PID         -  DO8467
 DO8467  STATE/COUNTY-  MN/GRANT
 DO8467  COUNTRY     -  US
 DO8467  USGS QUAD   -  ELBOW LAKE (2019)
 DO8467
 DO8467                         *CURRENT SURVEY CONTROL
 DO8467  ______________________________________________________________________
 DO8467* NAD 83(1986) POSITION- 45 59 31.4    (N) 095 53 42.1    (W)   HD_HELD2
 DO8467* NAVD 88 ORTHO HEIGHT -   356.370 (meters)     1169.19  (feet) ADJUSTED
 DO8467  ______________________________________________________________________
 DO8467  GEOID HEIGHT    -        -26.424 (meters)                     GEOID18
 DO8467  DYNAMIC HEIGHT  -        356.367 (meters)     1169.18  (feet) COMP
 DO8467  MODELED GRAVITY -    980,595.2   (mgal)                       NAVD 88
 DO8467
 DO8467  VERT ORDER      -  SECOND    CLASS I
 DO8467
 DO8467.The horizontal coordinates were established by autonomous hand held GPS
 DO8467.observations and have an estimated accuracy of +/- 10 meters.
 DO8467
 DO8467.The orthometric height was determined by differential leveling and
 DO8467.adjusted by the NATIONAL GEODETIC SURVEY
 DO8467.in March 2020.
 DO8467
 DO8467.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO8467.GEOID18 height accuracy estimate available here.
 DO8467
 DO8467.Click photographs - Photos may exist for this station.
 DO8467
 DO8467.The dynamic height is computed by dividing the NAVD 88
 DO8467.geopotential number by the normal gravity value computed on the
 DO8467.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO8467.degrees latitude (g = 980.6199 gals.).
 DO8467
 DO8467.The modeled gravity was interpolated from observed gravity values.
 DO8467
 DO8467;                    North         East    Units  Estimated Accuracy
 DO8467;SPC MN C     -   211,586.      672,569.      MT  (+/- 10 meters HH2 GPS)
 DO8467
 DO8467_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTL7580297240(NAD 83)
 DO8467
 DO8467                          SUPERSEDED SURVEY CONTROL
 DO8467
 DO8467  NAVD 88 (06/17/14)  356.387  (m)         1169.25   (f) SUPERSEDED  2 1
 DO8467
 DO8467.Superseded values are not recommended for survey control.
 DO8467
 DO8467.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DO8467.See file dsdata.pdf to determine how the superseded data were derived.
 DO8467
 DO8467_MARKER: F = FLANGE-ENCASED ROD
 DO8467_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DO8467_STAMPING: 2613 K 2010
 DO8467_MARK LOGO: MNDT
 DO8467_PROJECTION: RECESSED 5 CENTIMETERS
 DO8467_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DO8467_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DO8467_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DO8467+SATELLITE: SATELLITE OBSERVATIONS - September 30, 2010
 DO8467_ROD/PIPE-DEPTH: 5.2 meters
 DO8467
 DO8467  HISTORY     - Date     Condition        Report By
 DO8467  HISTORY     - 20100930 MONUMENTED       MNDT
 DO8467
 DO8467                          STATION DESCRIPTION
 DO8467
 DO8467'DESCRIBED BY MN DEPT OF TRANSP 2010 (JBG)
 DO8467'4.0 MILES EAST OF ELBOW LAKE, 4.0 MILES EAST ALONG TRUNK HIGHWAY 79
 DO8467'FROM JUNCTION OF TRUNK HIGHWAY 79 AND TRUNK HIGHWAY 55/TRUNK HIGHWAY
 DO8467'59 IN ELBOW LAKE, AT TRUNK HIGHWAY 79 MILEPOINT 3.95, 36.8 FEET SOUTH
 DO8467'OF TRUNK HIGHWAY 79, 22.8 FEET EAST OF SOUTHEAST CORNER OF BOX
 DO8467'CULVERT, 3.4 FEET NORTH OF WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DG9881 ***********************************************************************
 DG9881  DESIGNATION -  2614 A
 DG9881  PID         -  DG9881
 DG9881  STATE/COUNTY-  MN/GRANT
 DG9881  COUNTRY     -  US
 DG9881  USGS QUAD   -  ASHBY (2019)
 DG9881
 DG9881                         *CURRENT SURVEY CONTROL
 DG9881  ______________________________________________________________________
 DG9881* NAD 83(2011) POSITION- 46 02 58.68182(N) 095 49 54.55822(W)   ADJUSTED
 DG9881* NAD 83(2011) ELLIP HT-   351.519 (meters)        (06/27/12)   ADJUSTED
 DG9881* NAD 83(2011) EPOCH   -  2010.00
 DG9881* NAVD 88 ORTHO HEIGHT -   377.976 (meters)     1240.08  (feet) ADJUSTED
 DG9881  ______________________________________________________________________
 DG9881  GEOID HEIGHT    -        -26.476 (meters)                     GEOID18
 DG9881  NAD 83(2011) X  -   -450,593.907 (meters)                     COMP
 DG9881  NAD 83(2011) Y  - -4,411,642.340 (meters)                     COMP
 DG9881  NAD 83(2011) Z  -  4,569,331.249 (meters)                     COMP
 DG9881  LAPLACE CORR    -          0.26  (seconds)                    DEFLEC18
 DG9881  DYNAMIC HEIGHT  -        377.974 (meters)     1240.07  (feet) COMP
 DG9881  MODELED GRAVITY -    980,597.8   (mgal)                       NAVD 88
 DG9881
 DG9881  VERT ORDER      -  SECOND    CLASS I
 DG9881
 DG9881  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DG9881  Standards:
 DG9881         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DG9881            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DG9881  -------------------------------------------------------------------
 DG9881  NETWORK    0.41   0.53           0.18   0.15   0.27     -0.05443689
 DG9881  -------------------------------------------------------------------
 DG9881  Click here for local accuracies and other accuracy information.
 DG9881
 DG9881.The horizontal coordinates were established by GPS observations
 DG9881.and adjusted by the National Geodetic Survey in June 2012.
 DG9881
 DG9881.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DG9881.been affixed to the stable North American tectonic plate. See 
 DG9881.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DG9881
 DG9881.The horizontal coordinates are valid at the epoch date displayed above
 DG9881.which is a decimal equivalence of Year/Month/Day.
 DG9881
 DG9881.The orthometric height was determined by differential leveling and
 DG9881.adjusted by the NATIONAL GEODETIC SURVEY
 DG9881.in October 2013.
 DG9881
 DG9881.Significant digits in the geoid height do not necessarily reflect accuracy.
 DG9881.GEOID18 height accuracy estimate available here.
 DG9881
 DG9881.Click photographs - Photos may exist for this station.
 DG9881
 DG9881.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DG9881
 DG9881.The Laplace correction was computed from DEFLEC18 derived deflections.
 DG9881
 DG9881.The ellipsoidal height was determined by GPS observations
 DG9881.and is referenced to NAD 83.
 DG9881
 DG9881.The dynamic height is computed by dividing the NAVD 88
 DG9881.geopotential number by the normal gravity value computed on the
 DG9881.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DG9881.degrees latitude (g = 980.6199 gals.).
 DG9881
 DG9881.The modeled gravity was interpolated from observed gravity values.
 DG9881
 DG9881. The following values were computed from the NAD 83(2011) position.
 DG9881
 DG9881;                    North         East     Units Scale Factor Converg.
 DG9881;SPC MN C     -   217,884.868   677,592.653   MT  0.99993436   -1 08 39.4
 DG9881;SPC MN C     -   714,843.94  2,223,068.56   sFT  0.99993436   -1 08 39.4
 DG9881;UTM  15      - 5,103,461.400   280,924.799   MT  1.00019004   -2 02 22.4
 DG9881
 DG9881!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG9881!SPC MN C     -   0.99994490  x   0.99993436  =   0.99987926
 DG9881!UTM  15      -   0.99994490  x   1.00019004  =   1.00013493
 DG9881
 DG9881_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTM8092403461(NAD 83)
 DG9881
 DG9881                          SUPERSEDED SURVEY CONTROL
 DG9881
 DG9881  NAD 83(2007)-  46 02 58.68179(N)    095 49 54.55914(W) AD(2002.00) 0
 DG9881  ELLIP H (02/10/07)  351.552  (m)                       GP(2002.00)    
 DG9881  NAD 83(1996)-  46 02 58.68135(N)    095 49 54.55882(W) AD(       ) 1
 DG9881  ELLIP H (04/26/05)  351.564  (m)                       GP(       ) 3 2
 DG9881  NAVD 88 (04/26/05)  378.0    (m)  GEOID03  model used  GPS OBS        
 DG9881
 DG9881.Superseded values are not recommended for survey control.
 DG9881
 DG9881.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG9881.See file dsdata.pdf to determine how the superseded data were derived.
 DG9881
 DG9881_MARKER: DB = BENCH MARK DISK
 DG9881_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 DG9881_STAMPING: 2614 A 1969
 DG9881_MARK LOGO: MNHD
 DG9881_PROJECTION: RECESSED 3 CENTIMETERS
 DG9881_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DG9881_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DG9881_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG9881+SATELLITE: SATELLITE OBSERVATIONS - July 22, 2024
 DG9881
 DG9881  HISTORY     - Date     Condition        Report By
 DG9881  HISTORY     - 19690401 MONUMENTED       MNHD
 DG9881  HISTORY     - 20100902 GOOD             MNDT
 DG9881  HISTORY     - 20130603 GOOD             MNDT
 DG9881  HISTORY     - 20150701 GOOD             MNDT
 DG9881  HISTORY     - 20210622 GOOD             MNDT
 DG9881  HISTORY     - 20240722 GOOD             MNDT
 DG9881
 DG9881                          STATION DESCRIPTION
 DG9881
 DG9881'DESCRIBED BY MN HIGHWAY DEPT 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
 DG9881
 DG9881                          STATION RECOVERY (2010)
 DG9881
 DG9881'RECOVERY NOTE BY MN DEPT OF TRANSP 2010 (KMS)
 DG9881'RECOVERED IN GOOD CONDITION.
 DG9881
 DG9881                          STATION RECOVERY (2013)
 DG9881
 DG9881'RECOVERY NOTE BY MN DEPT OF TRANSP 2013 (CXJ)
 DG9881'3.0 MILES SOUTH OF ASHBY, 1.0 MILE NORTH ALONG TRUNK HIGHWAY 78 FROM
 DG9881'JUNCTION OF INTERSTATE HIGHWAY 94 AND TRUNK HIGHWAY 78, AT TRUNK
 DG9881'HIGHWAY 78 MILEPOINT 1.1, 99 FEET EAST OF TRUNK HIGHWAY 78, 30.0 FEET
 DG9881'SOUTHWEST OF WHISPERING OAKS ROAD, 0.5 FOOT WEST OF WITNESS POST.
 DG9881
 DG9881                          STATION RECOVERY (2015)
 DG9881
 DG9881'RECOVERY NOTE BY MN DEPT OF TRANSP 2015 (MAS)
 DG9881'3.0 MI (4.8 KM) SOUTH OF ASHBY, 2.8 MI (4.5 KM) SOUTHWEST ALONG TRUNK
 DG9881'HIGHWAY 78  FROM THE JUNCTION OF TRUNK HIGHWAY 78 AND COUNTY ROAD 10
 DG9881'IN ASHBY, AT TRUNK HIGHWAY 78 MILE POINT 1.1, 99 FT (30.2 M) EAST OF
 DG9881'TRUNK HIGHWAY 78, 30.0 FT (9.1 M) SOUTHWEST OF WHISPERING OAKS ROAD,
 DG9881'0.5 FT (15 CM) WEST OF A WITNESS POST.
 DG9881
 DG9881                          STATION RECOVERY (2021)
 DG9881
 DG9881'RECOVERY NOTE BY MN DEPT OF TRANSP 2021 (TJD)
 DG9881'RECOVERED IN GOOD CONDITION.
 DG9881
 DG9881                          STATION RECOVERY (2024)
 DG9881
 DG9881'RECOVERY NOTE BY MN DEPT OF TRANSP 2024 (LAG)
 DG9881'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DO7788 ***********************************************************************
 DO7788  DESIGNATION -  2614 B
 DO7788  PID         -  DO7788
 DO7788  STATE/COUNTY-  MN/GRANT
 DO7788  COUNTRY     -  US
 DO7788  USGS QUAD   -  ASHBY (2019)
 DO7788
 DO7788                         *CURRENT SURVEY CONTROL
 DO7788  ______________________________________________________________________
 DO7788* NAD 83(1986) POSITION- 46 03 51.10   (N) 095 49 47.79   (W)   HD_HELD1
 DO7788* NAVD 88 ORTHO HEIGHT -   380.897 (meters)     1249.66  (feet) ADJUSTED
 DO7788  ______________________________________________________________________
 DO7788  GEOID HEIGHT    -        -26.491 (meters)                     GEOID18
 DO7788  DYNAMIC HEIGHT  -        380.895 (meters)     1249.65  (feet) COMP
 DO7788  MODELED GRAVITY -    980,599.5   (mgal)                       NAVD 88
 DO7788
 DO7788  VERT ORDER      -  SECOND    CLASS I
 DO7788
 DO7788.The horizontal coordinates were determined by differentially corrected
 DO7788.hand held GPS observations or other comparable positioning techniques
 DO7788.and have an estimated accuracy of +/- 3 meters.
 DO7788
 DO7788.The orthometric height was determined by differential leveling and
 DO7788.adjusted by the NATIONAL GEODETIC SURVEY
 DO7788.in October 2013.
 DO7788
 DO7788.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO7788.GEOID18 height accuracy estimate available here.
 DO7788
 DO7788.Click photographs - Photos may exist for this station.
 DO7788
 DO7788.The dynamic height is computed by dividing the NAVD 88
 DO7788.geopotential number by the normal gravity value computed on the
 DO7788.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO7788.degrees latitude (g = 980.6199 gals.).
 DO7788
 DO7788.The modeled gravity was interpolated from observed gravity values.
 DO7788
 DO7788;                    North         East    Units  Estimated Accuracy
 DO7788;SPC MN C     -   219,500.0     677,770.4     MT  (+/- 3 meters HH1 GPS) 
 DO7788
 DO7788_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTM8112705073(NAD 83)
 DO7788
 DO7788                          SUPERSEDED SURVEY CONTROL
 DO7788
 DO7788.No superseded survey control is available for this station.
 DO7788
 DO7788_MARKER: DB = BENCH MARK DISK
 DO7788_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 DO7788_STAMPING: 2614 B 1969
 DO7788_MARK LOGO: MNHD
 DO7788_PROJECTION: FLUSH
 DO7788_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DO7788_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DO7788_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DO7788+SATELLITE: SATELLITE OBSERVATIONS - July 01, 2015
 DO7788
 DO7788  HISTORY     - Date     Condition        Report By
 DO7788  HISTORY     - 19690401 MONUMENTED       MNHD
 DO7788  HISTORY     - 20100902 GOOD             MNDT
 DO7788  HISTORY     - 20150701 GOOD             MNDT
 DO7788
 DO7788                          STATION DESCRIPTION
 DO7788
 DO7788'DESCRIBED BY MN DEPT OF TRANSP 2010 (KMS)
 DO7788'THE MARK IS 2.0 MILES SOUTH OF ASHBY, 2.0 MILES NORTH ALONG TRUNK
 DO7788'HIGHWAY 78 FROM JUNCTION OF INTERSTATE HIGHWAY 94 AND TRUNK HIGHWAY
 DO7788'78, AT TRUNK HIGHWAY 78 MILEPOINT 2.1, 85 FEET EAST OF TRUNK HIGHWAY
 DO7788'78, 50 FEET SOUTH OF COUNTY ROAD 10, 25.6 FEET SOUTHWEST OF CABLE
 DO7788'PEDESTAL, 0.5 FOOT WEST OF WITNESS POST.
 DO7788
 DO7788                          STATION RECOVERY (2015)
 DO7788
 DO7788'RECOVERY NOTE BY MN DEPT OF TRANSP 2015 (JMH)
 DO7788'2.0 MI (3.2 KM) SOUTH OF ASHBY, 1.8 MI (2.9 KM) SOUTHWEST ALONG TRUNK
 DO7788'HIGHWAY 78  FROM THE JUNCTION OF TRUNK HIGHWAY 78 AND COUNTY ROAD 10
 DO7788'IN ASHBY, AT TRUNK HIGHWAY 78 MILE POINT 2.1, 85 FT (25.9 M) EAST OF
 DO7788'TRUNK HIGHWAY 78, 50 FT (15.2 M) SOUTH OF COUNTY ROAD 10, 25.6 FT (7.8
 DO7788'M) SOUTHWEST OF CABLE PEDESTAL, 0.5 FT (15 CM) WEST OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DO7787 ***********************************************************************
 DO7787  DESIGNATION -  2614 C
 DO7787  PID         -  DO7787
 DO7787  STATE/COUNTY-  MN/GRANT
 DO7787  COUNTRY     -  US
 DO7787  USGS QUAD   -  ASHBY (2019)
 DO7787
 DO7787                         *CURRENT SURVEY CONTROL
 DO7787  ______________________________________________________________________
 DO7787* NAD 83(2011) POSITION- 46 04 37.97575(N) 095 49 29.63516(W)   ADJUSTED
 DO7787* NAD 83(2011) ELLIP HT-   349.752 (meters)        (09/30/24)   ADJUSTED
 DO7787* NAD 83(2011) EPOCH   -  2010.00
 DO7787* NAVD 88 ORTHO HEIGHT -   376.240 (meters)     1234.38  (feet) ADJUSTED
 DO7787  ______________________________________________________________________
 DO7787  GEOID HEIGHT    -        -26.502 (meters)                     GEOID18
 DO7787  NAD 83(2011) X  -   -449,836.651 (meters)                     COMP
 DO7787  NAD 83(2011) Y  - -4,409,499.124 (meters)                     COMP
 DO7787  NAD 83(2011) Z  -  4,571,457.314 (meters)                     COMP
 DO7787  LAPLACE CORR    -          0.46  (seconds)                    DEFLEC18
 DO7787  DYNAMIC HEIGHT  -        376.239 (meters)     1234.38  (feet) COMP
 DO7787  MODELED GRAVITY -    980,600.9   (mgal)                       NAVD 88
 DO7787
 DO7787  VERT ORDER      -  SECOND    CLASS I
 DO7787
 DO7787  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DO7787  Standards:
 DO7787         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DO7787            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DO7787  -------------------------------------------------------------------
 DO7787  NETWORK    0.47   0.78           0.21   0.17   0.40     -0.04179847
 DO7787  -------------------------------------------------------------------
 DO7787  Click here for local accuracies and other accuracy information.
 DO7787
 DO7787.The horizontal coordinates were established by GPS observations
 DO7787.and adjusted by the MN DEPT OF TRANSP in September 2024.
 DO7787
 DO7787.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DO7787.been affixed to the stable North American tectonic plate. See 
 DO7787.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DO7787
 DO7787.The horizontal coordinates are valid at the epoch date displayed above
 DO7787.which is a decimal equivalence of Year/Month/Day.
 DO7787
 DO7787.The orthometric height was determined by differential leveling and
 DO7787.adjusted by the NATIONAL GEODETIC SURVEY
 DO7787.in October 2013.
 DO7787
 DO7787.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO7787.GEOID18 height accuracy estimate available here.
 DO7787
 DO7787.Click photographs - Photos may exist for this station.
 DO7787
 DO7787.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DO7787
 DO7787.The Laplace correction was computed from DEFLEC18 derived deflections.
 DO7787
 DO7787.The ellipsoidal height was determined by GPS observations
 DO7787.and is referenced to NAD 83.
 DO7787
 DO7787.The dynamic height is computed by dividing the NAVD 88
 DO7787.geopotential number by the normal gravity value computed on the
 DO7787.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO7787.degrees latitude (g = 980.6199 gals.).
 DO7787
 DO7787.The modeled gravity was interpolated from observed gravity values.
 DO7787
 DO7787. The following values were computed from the NAD 83(2011) position.
 DO7787
 DO7787;                    North         East     Units Scale Factor Converg.
 DO7787;SPC MN C     -   220,939.152   678,189.267   MT  0.99993209   -1 08 21.3
 DO7787;SPC MN C     -   724,864.53  2,225,025.95   sFT  0.99993209   -1 08 21.3
 DO7787;UTM  15      - 5,106,506.760   281,569.253   MT  1.00018657   -2 02 07.8
 DO7787
 DO7787!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DO7787!SPC MN C     -   0.99994517  x   0.99993209  =   0.99987727
 DO7787!UTM  15      -   0.99994517  x   1.00018657  =   1.00013173
 DO7787
 DO7787_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTM8156906506(NAD 83)
 DO7787
 DO7787                          SUPERSEDED SURVEY CONTROL
 DO7787
 DO7787.No superseded survey control is available for this station.
 DO7787
 DO7787_MARKER: DB = BENCH MARK DISK
 DO7787_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 DO7787_STAMPING: 2614 C 1969
 DO7787_MARK LOGO: MNHD
 DO7787_PROJECTION: RECESSED 5 CENTIMETERS
 DO7787_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DO7787_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DO7787_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DO7787+SATELLITE: SATELLITE OBSERVATIONS - January 16, 2024
 DO7787
 DO7787  HISTORY     - Date     Condition        Report By
 DO7787  HISTORY     - 19690401 MONUMENTED       MNHD
 DO7787  HISTORY     - 20100902 GOOD             MNDT
 DO7787  HISTORY     - 20240116 GOOD             MNDT
 DO7787
 DO7787                          STATION DESCRIPTION
 DO7787
 DO7787'DESCRIBED BY MN DEPT OF TRANSP 2010 (KMS)
 DO7787'THE MARK IS 1.1 MILES SOUTHWEST OF ASHBY, 1.2 MILES SOUTHWEST ALONG
 DO7787'TRUNK HIGHWAY 78 FROM JUNCTION OF TRUNK HIGHWAY 78 AND COUNTY ROAD 82
 DO7787'IN ASHBY, AT TRUNK HIGHWAY 78 MILEPOINT 3.25, 68 FEET SOUTHEAST OF
 DO7787'TRUNK HIGHWAY 78, 30 FEET SOUTH OF FIELD ENTRANCE, 0.5 FOOT SOUTHWEST
 DO7787'OF WITNESS POST.
 DO7787
 DO7787                          STATION RECOVERY (2024)
 DO7787
 DO7787'RECOVERY NOTE BY MN DEPT OF TRANSP 2024 (JMH)
 DO7787'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 RO0589 ***********************************************************************
 RO0589  DESIGNATION -  2680 A
 RO0589  PID         -  RO0589
 RO0589  STATE/COUNTY-  MN/GRANT
 RO0589  COUNTRY     -  US
 RO0589  USGS QUAD   -  FOURMILE LAKE (2019)
 RO0589
 RO0589                         *CURRENT SURVEY CONTROL
 RO0589  ______________________________________________________________________
 RO0589* NAD 83(1986) POSITION- 46 06 29.82   (N) 095 53 48.89   (W)   HD_HELD1
 RO0589* NAVD 88 ORTHO HEIGHT -   388.611 (meters)     1274.97  (feet) ADJUSTED
 RO0589  ______________________________________________________________________
 RO0589  GEOID HEIGHT    -        -26.541 (meters)                     GEOID18
 RO0589  DYNAMIC HEIGHT  -        388.612 (meters)     1274.97  (feet) COMP
 RO0589  MODELED GRAVITY -    980,604.4   (mgal)                       NAVD 88
 RO0589
 RO0589  VERT ORDER      -  SECOND    CLASS I
 RO0589
 RO0589.The horizontal coordinates were determined by differentially corrected
 RO0589.hand held GPS observations or other comparable positioning techniques
 RO0589.and have an estimated accuracy of +/- 3 meters.
 RO0589
 RO0589.The orthometric height was determined by differential leveling and
 RO0589.adjusted by the NATIONAL GEODETIC SURVEY
 RO0589.in February 2018.
 RO0589
 RO0589.Significant digits in the geoid height do not necessarily reflect accuracy.
 RO0589.GEOID18 height accuracy estimate available here.
 RO0589
 RO0589.Click photographs - Photos may exist for this station.
 RO0589
 RO0589.The dynamic height is computed by dividing the NAVD 88
 RO0589.geopotential number by the normal gravity value computed on the
 RO0589.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RO0589.degrees latitude (g = 980.6199 gals.).
 RO0589
 RO0589.The modeled gravity was interpolated from observed gravity values.
 RO0589
 RO0589;                    North         East    Units  Estimated Accuracy
 RO0589;SPC MN C     -   224,504.7     672,691.8     MT  (+/- 3 meters HH1 GPS) 
 RO0589
 RO0589_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTM7612610158(NAD 83)
 RO0589
 RO0589                          SUPERSEDED SURVEY CONTROL
 RO0589
 RO0589  NAVD 88 (06/15/91)  388.610  (m)         1274.96   (f) SUPERSEDED  2 1
 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
 RO0589.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RO0589.See file dsdata.pdf to determine how the superseded data were derived.
 RO0589
 RO0589_MARKER: DB = BENCH MARK DISK
 RO0589_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 RO0589_SP_SET: BRIDGE ABUTMENT
 RO0589_STAMPING: 2680 A 1965
 RO0589_MARK LOGO: MNHD
 RO0589_MAGNETIC: N = NO MAGNETIC MATERIAL
 RO0589_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RO0589_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 RO0589+SATELLITE: SATELLITE OBSERVATIONS - July 02, 2015
 RO0589
 RO0589  HISTORY     - Date     Condition        Report By
 RO0589  HISTORY     - 1965     MONUMENTED       MNHD
 RO0589  HISTORY     - 1967     GOOD             MNDT
 RO0589  HISTORY     - 20050111 GOOD             MNDT
 RO0589  HISTORY     - 20150702 GOOD             MNDT
 RO0589
 RO0589                          STATION DESCRIPTION
 RO0589
 RO0589'DESCRIBED BY MN DEPT OF TRANSP 1967
 RO0589'4.0 MI NW FROM ASHBY.
 RO0589'MARK IS LOCATED IN THE NW 1/4, SECTION 6, T130N, R41W.  ABOUT 4.0
 RO0589'MILES NORTHWEST OF ASHBY AT THE GRANT - OTTERTAIL COUNTY LINE BRIDGE
 RO0589'OVER F.A.I. 94.  MARK IS A STANDARD MINNESOTA HIGHWAY DEPARTMENT DISK,
 RO0589'STAMPED 2680 A 1965, SET IN THE SOUTHWEST CORNER ABUTMENT OF BRIDGE
 RO0589'(NO. 56803).
 RO0589
 RO0589                          STATION RECOVERY (2005)
 RO0589
 RO0589'RECOVERY NOTE BY MN DEPT OF TRANSP 2005 (KMS)
 RO0589'THE MARK IS LOCATED ABOUT 4.6 MI (7.4 KM) SOUTH OF DALTON AND 4.0 MI
 RO0589'(6.4 KM) WEST-NORTHWEST OF ASHBY.
 RO0589'
 RO0589'TO REACH THE MARK FROM THE JUNCTION OF TRUNK HIGHWAY 78 AND COUNTY
 RO0589'ROAD 10 IN ASHBY, GO NORTHWEST ON COUNTY ROAD 10 FOR 1.8 MI (2.9 KM)
 RO0589'THENCE 3.1 MI (5.0 KM) WEST ALONG COUNTY HIGHWAY 82/100TH STREET OVER
 RO0589'I-94 AND THE MARK IMMEDIATELY TO THE RIGHT AT I-94 MILE POINT 71.05.
 RO0589'
 RO0589'THE MARK IS FOUND IN THE SOUTHWEST ABUTMENT OF COUNTY LINE BRIDGE
 RO0589'NUMBER 56803 OVER I-94.
 RO0589
 RO0589                          STATION RECOVERY (2015)
 RO0589
 RO0589'RECOVERY NOTE BY MN DEPT OF TRANSP 2015 (KMS)
 RO0589'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 RO1224 ***********************************************************************
 RO1224  DESIGNATION -  2680 A 1 RESET
 RO1224  PID         -  RO1224
 RO1224  STATE/COUNTY-  MN/GRANT
 RO1224  COUNTRY     -  US
 RO1224  USGS QUAD   -  ASHBY (2019)
 RO1224
 RO1224                         *CURRENT SURVEY CONTROL
 RO1224  ______________________________________________________________________
 RO1224* NAD 83(1986) POSITION- 46 06 28.94   (N) 095 52 27.96   (W)   HD_HELD1
 RO1224* NAVD 88 ORTHO HEIGHT -   402.19  (meters)     1319.5   (feet) RESET
 RO1224  ______________________________________________________________________
 RO1224  GEOID HEIGHT    -        -26.537 (meters)                     GEOID18
 RO1224  VERT ORDER      -  THIRD
 RO1224
 RO1224.The horizontal coordinates were determined by differentially corrected
 RO1224.hand held GPS observations or other comparable positioning techniques
 RO1224.and have an estimated accuracy of +/- 3 meters.
 RO1224
 RO1224.The orthometric height was computed from unverified reset data.
 RO1224
 RO1224.Significant digits in the geoid height do not necessarily reflect accuracy.
 RO1224.GEOID18 height accuracy estimate available here.
 RO1224
 RO1224.Click photographs - Photos may exist for this station.
 RO1224
 RO1224;                    North         East    Units  Estimated Accuracy
 RO1224;SPC MN C     -   224,441.7     674,428.8     MT  (+/- 3 meters HH1 GPS) 
 RO1224
 RO1224_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTM7786310068(NAD 83)
 RO1224
 RO1224                          SUPERSEDED SURVEY CONTROL
 RO1224
 RO1224.No superseded survey control is available for this station.
 RO1224
 RO1224_MARKER: DB = BENCH MARK DISK
 RO1224_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RO1224_STAMPING: 2680 A 1 1966 RESET 1974
 RO1224_MARK LOGO: MNHD
 RO1224_PROJECTION: FLUSH
 RO1224_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 RO1224_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RO1224+STABILITY: SURFACE MOTION
 RO1224_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 RO1224+SATELLITE: SATELLITE OBSERVATIONS - June 22, 2021
 RO1224
 RO1224  HISTORY     - Date     Condition        Report By
 RO1224  HISTORY     - 19740401 MONUMENTED       MNHD
 RO1224  HISTORY     - 20100420 GOOD             MNDT
 RO1224  HISTORY     - 20210622 GOOD             MNDT
 RO1224
 RO1224                          STATION DESCRIPTION
 RO1224
 RO1224'DESCRIBED BY MN HIGHWAY DEPT 1974
 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.
 RO1224
 RO1224                          STATION RECOVERY (2010)
 RO1224
 RO1224'RECOVERY NOTE BY MN DEPT OF TRANSP 2010 (KMS)
 RO1224'3.0 MI (4.8 KM) NORTHWEST OF ASHBY, 1.3 MI (2.1 KM) NORTH ALONG COUNTY
 RO1224'ROAD 82  FROM THE JUNCTION OF COUNTY ROAD 82 AND COUNTY ROAD 4 IN
 RO1224'ASHBY, THEN 2.0 MI (3.2 KM) WEST ON COUNTY ROAD 26 ON COUNTY LINE, 58
 RO1224'FT (17.7 M) SOUTH OF COUNTY ROAD 26, 30 FT (9.1 M) WEST OF 150TH
 RO1224'AVENUE, 6.8 FT (2.1 M) NORTHWEST OF CABLE PEDESTAL, 1.5 FT (0.5 M)
 RO1224'NORTH OF A WITNESS POST.
 RO1224
 RO1224                          STATION RECOVERY (2021)
 RO1224
 RO1224'RECOVERY NOTE BY MN DEPT OF TRANSP 2021 (TJD)
 RO1224'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 RO0584 ***********************************************************************
 RO0584  DESIGNATION -  2680 B
 RO0584  PID         -  RO0584
 RO0584  STATE/COUNTY-  MN/GRANT
 RO0584  COUNTRY     -  US
 RO0584  USGS QUAD   -  FOURMILE LAKE (2019)
 RO0584
 RO0584                         *CURRENT SURVEY CONTROL
 RO0584  ______________________________________________________________________
 RO0584* NAD 83(2011) POSITION- 46 05 19.32986(N) 095 53 26.10267(W)   ADJUSTED
 RO0584* NAD 83(2011) ELLIP HT-   358.513 (meters)        (06/27/12)   ADJUSTED
 RO0584* NAD 83(2011) EPOCH   -  2010.00
 RO0584* NAVD 88 ORTHO HEIGHT -   385.037 (meters)     1263.24  (feet) ADJUSTED
 RO0584  ______________________________________________________________________
 RO0584  GEOID HEIGHT    -        -26.524 (meters)                     GEOID18
 RO0584  NAD 83(2011) X  -   -454,797.746 (meters)                     COMP
 RO0584  NAD 83(2011) Y  - -4,408,071.606 (meters)                     COMP
 RO0584  NAD 83(2011) Z  -  4,572,349.312 (meters)                     COMP
 RO0584  LAPLACE CORR    -          0.68  (seconds)                    DEFLEC18
 RO0584  DYNAMIC HEIGHT  -        385.037 (meters)     1263.24  (feet) COMP
 RO0584  MODELED GRAVITY -    980,602.5   (mgal)                       NAVD 88
 RO0584
 RO0584  VERT ORDER      -  SECOND    CLASS I
 RO0584
 RO0584  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 RO0584  Standards:
 RO0584         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 RO0584            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 RO0584  -------------------------------------------------------------------
 RO0584  NETWORK    0.30   0.43           0.13   0.11   0.22     -0.02268950
 RO0584  -------------------------------------------------------------------
 RO0584  Click here for local accuracies and other accuracy information.
 RO0584
 RO0584.The horizontal coordinates were established by GPS observations
 RO0584.and adjusted by the National Geodetic Survey in June 2012.
 RO0584
 RO0584.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 RO0584.been affixed to the stable North American tectonic plate. See 
 RO0584.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 RO0584
 RO0584.The horizontal coordinates are valid at the epoch date displayed above
 RO0584.which is a decimal equivalence of Year/Month/Day.
 RO0584
 RO0584.The orthometric height was determined by differential leveling and
 RO0584.adjusted by the NATIONAL GEODETIC SURVEY
 RO0584.in August 2019.
 RO0584
 RO0584.Significant digits in the geoid height do not necessarily reflect accuracy.
 RO0584.GEOID18 height accuracy estimate available here.
 RO0584
 RO0584.Click photographs - Photos may exist for this station.
 RO0584
 RO0584.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 RO0584
 RO0584.The Laplace correction was computed from DEFLEC18 derived deflections.
 RO0584
 RO0584.The ellipsoidal height was determined by GPS observations
 RO0584.and is referenced to NAD 83.
 RO0584
 RO0584.The dynamic height is computed by dividing the NAVD 88
 RO0584.geopotential number by the normal gravity value computed on the
 RO0584.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RO0584.degrees latitude (g = 980.6199 gals.).
 RO0584
 RO0584.The modeled gravity was interpolated from observed gravity values.
 RO0584
 RO0584. The following values were computed from the NAD 83(2011) position.
 RO0584
 RO0584;                    North         East     Units Scale Factor Converg.
 RO0584;SPC MN C     -   222,318.758   673,135.976   MT  0.99993121   -1 11 12.4
 RO0584;SPC MN C     -   729,390.79  2,208,446.95   sFT  0.99993121   -1 11 12.4
 RO0584;UTM  15      - 5,107,965.642   276,536.812   MT  1.00021391   -2 04 59.8
 RO0584
 RO0584!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RO0584!SPC MN C     -   0.99994380  x   0.99993121  =   0.99987501
 RO0584!UTM  15      -   0.99994380  x   1.00021391  =   1.00015770
 RO0584
 RO0584_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTM7653607965(NAD 83)
 RO0584
 RO0584|---------------------------------------------------------------------|
 RO0584| PID    Reference Object                     Distance      Geod. Az  |
 RO0584|                                                           dddmmss.s |
 RO0584| RO0585 GRANT                               376.567 METERS 23158     |
 RO0584|---------------------------------------------------------------------|
 RO0584
 RO0584                          SUPERSEDED SURVEY CONTROL
 RO0584
 RO0584  NAD 83(2007)-  46 05 19.32982(N)    095 53 26.10359(W) AD(2002.00) 0
 RO0584  ELLIP H (02/10/07)  358.546  (m)                       GP(2002.00)    
 RO0584  NAD 83(1996)-  46 05 19.32937(N)    095 53 26.10329(W) AD(       ) 1
 RO0584  ELLIP H (04/26/05)  358.555  (m)                       GP(       ) 3 2
 RO0584  NAVD 88 (02/13/18)  385.035  (m)         1263.24   (f) SUPERSEDED  2 1
 RO0584  NAVD 88 (06/08/11)  385.042  (m)         1263.26   (f) SUPERSEDED  2 1
 RO0584  NAVD 88             385.04   (m)         1263.3    (f) LEVELING    3  
 RO0584  NAVD 88 (06/15/91)  385.018  (m)         1263.18   (f) SUPERSEDED  2 0
 RO0584  NGVD 29 (??/??/92)  384.813  (m)         1262.51   (f) ADJ UNCH    2 0
 RO0584
 RO0584.Superseded values are not recommended for survey control.
 RO0584
 RO0584.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RO0584.See file dsdata.pdf to determine how the superseded data were derived.
 RO0584
 RO0584_MARKER: DB = BENCH MARK DISK
 RO0584_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 RO0584_STAMPING: 2680 B 1965
 RO0584_MARK LOGO: MNHD
 RO0584_PROJECTION: FLUSH
 RO0584_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 RO0584_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RO0584_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 RO0584+SATELLITE: SATELLITE OBSERVATIONS - July 18, 2024
 RO0584
 RO0584  HISTORY     - Date     Condition        Report By
 RO0584  HISTORY     - 1965     MONUMENTED       MNHD
 RO0584  HISTORY     - 1967     GOOD             MNDT
 RO0584  HISTORY     - 20040726 GOOD             MNDT
 RO0584  HISTORY     - 20040726 GOOD             MNDT
 RO0584  HISTORY     - 20041115 GOOD             MNDT
 RO0584  HISTORY     - 20050223 GOOD             MNDT
 RO0584  HISTORY     - 20100420 GOOD             MNDT
 RO0584  HISTORY     - 20150702 GOOD             MNDT
 RO0584  HISTORY     - 20240718 GOOD             MNDT
 RO0584
 RO0584                          STATION DESCRIPTION
 RO0584
 RO0584'DESCRIBED BY MN DEPT OF TRANSP 1967
 RO0584'3.0 MI W FROM ASHBY.
 RO0584'MARK IS LOCATED NEAR THE CENTER OF SECTION 7, T130N, R41W, ABOUT 3.0
 RO0584'MILES WEST OF ASHBY ALONG F.A.I. 94.  MARK IS A STANDARD MINNESOTA
 RO0584'HIGHWAY DEPARTMENT DISK, STAMPED 2680 B 1965, SET IN A PRE-CAST
 RO0584'CONCRETE MONUMENT.  MARK IS 98 FEET NORTH OF THE CENTERLINE OF
 RO0584'WESTBOUND F.A.I. 94 (STA. 1972+00) 1.0 FOOT SOUTH OF A STEEL WITNESS
 RO0584'POST, 3000 FEET WEST OF MILE POST 73 AND FLUSH WITH THE GROUND.
 RO0584
 RO0584                          STATION RECOVERY (2004)
 RO0584
 RO0584'RECOVERY NOTE BY MN DEPT OF TRANSP 2004 (JE)
 RO0584'3.0 MILES WEST OF ASHBY, 4.7 MILES NORTHWEST ALONG INTERSTATE HIGHWAY
 RO0584'94 FROM JUNCTION OF INTERSTATE HIGHWAY 94 AND TRUNK HIGHWAY 78 (3.7
 RO0584'MILES SOUTH OF ASHBY), AT INTERSTATE HIGHWAY 94 MILEPOINT 72.40, AT
 RO0584'INTERSTATE HIGHWAY 94 STATION 1972+00, 98 FEET NORTH OF WESTBOUND
 RO0584'INTERSTATE HIGHWAY 94, 3000 FEET WEST OF MILEPOST 73, 1.0 FEET SOUTH
 RO0584'OF WITNESS POST.
 RO0584
 RO0584                          STATION RECOVERY (2004)
 RO0584
 RO0584'RECOVERY NOTE BY MN DEPT OF TRANSP 2004 (JE)
 RO0584'3.0 MILES WEST OF ASHBY, 4.7 MILES NORTHWEST ALONG INTERSTATE HIGHWAY
 RO0584'94 FROM JUNCTION OF INTERSTATE HIGHWAY 94 AND TRUNK HIGHWAY 78 (3.7
 RO0584'MILES SOUTH OF ASHBY), AT INTERSTATE HIGHWAY 94 MILEPOINT 72.40, AT
 RO0584'INTERSTATE HIGHWAY 94 STATION 1972+00, 98 FEET NORTH OF WESTBOUND
 RO0584'INTERSTATE HIGHWAY 94, 3000 FEET WEST OF MILEPOST 73, 1.0 FEET SOUTH
 RO0584'OF WITNESS POST.
 RO0584
 RO0584                          STATION RECOVERY (2004)
 RO0584
 RO0584'RECOVERY NOTE BY MN DEPT OF TRANSP 2004 (MPP)
 RO0584'3.0 MILES WEST OF ASHBY, 4.7 MILES NORTHWEST ALONG INTERSTATE HIGHWAY
 RO0584'94 FROM JUNCTION OF INTERSTATE HIGHWAY 94 AND TRUNK HIGHWAY 78 (3.7
 RO0584'MILES SOUTH OF ASHBY), AT INTERSTATE HIGHWAY 94 MILEPOINT 72.40, AT
 RO0584'INTERSTATE HIGHWAY 94 STATION 1972+00, 98 FEET NORTH OF WESTBOUND
 RO0584'INTERSTATE HIGHWAY 94, 3000 FEET WEST OF MILEPOST 73, 1.0 FEET SOUTH
 RO0584'OF WITNESS POST.
 RO0584
 RO0584                          STATION RECOVERY (2005)
 RO0584
 RO0584'RECOVERY NOTE BY MN DEPT OF TRANSP 2005 (WAS)
 RO0584'RECOVERED AS DESCRIBED.
 RO0584
 RO0584                          STATION RECOVERY (2010)
 RO0584
 RO0584'RECOVERY NOTE BY MN DEPT OF TRANSP 2010 (KMS)
 RO0584'3.5 MI (5.6 KM) WEST OF ASHBY, 4.7 MI (7.6 KM) NORTHWEST ALONG
 RO0584'INTERSTATE HIGHWAY 94  FROM THE JUNCTION OF INTERSTATE HIGHWAY 94 AND
 RO0584'TRUNK HIGHWAY 78 (JUNCTION IS 3.7 MI (6.0 KM) SOUTH OF ASHBY), AT
 RO0584'INTERSTATE HIGHWAY 94 MILE POINT 72.40, 98 FT (29.9 M) NORTH OF
 RO0584'WESTBOUND INTERSTATE HIGHWAY 94, 1.5 FT (0.5 M) SOUTH OF A FENCE, 1.0
 RO0584'FT (0.3 M) SOUTH OF A WITNESS POST.
 RO0584
 RO0584                          STATION RECOVERY (2015)
 RO0584
 RO0584'RECOVERY NOTE BY MN DEPT OF TRANSP 2015 (KMS)
 RO0584'RECOVERED AS DESCRIBED.
 RO0584
 RO0584                          STATION RECOVERY (2024)
 RO0584
 RO0584'RECOVERY NOTE BY MN DEPT OF TRANSP 2024 (GXG)
 RO0584'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 RO0583 ***********************************************************************
 RO0583  DESIGNATION -  2680 C
 RO0583  PID         -  RO0583
 RO0583  STATE/COUNTY-  MN/GRANT
 RO0583  COUNTRY     -  US
 RO0583  USGS QUAD   -  ASHBY (2019)
 RO0583
 RO0583                         *CURRENT SURVEY CONTROL
 RO0583  ______________________________________________________________________
 RO0583* NAD 83(1986) POSITION- 46 04 33.66   (N) 095 52 25.38   (W)   HD_HELD1
 RO0583* NAVD 88 ORTHO HEIGHT -   378.284 (meters)     1241.09  (feet) ADJUSTED
 RO0583  ______________________________________________________________________
 RO0583  GEOID HEIGHT    -        -26.510 (meters)                     GEOID18
 RO0583  DYNAMIC HEIGHT  -        378.283 (meters)     1241.08  (feet) COMP
 RO0583  MODELED GRAVITY -    980,601.4   (mgal)                       NAVD 88
 RO0583
 RO0583  VERT ORDER      -  SECOND    CLASS I
 RO0583
 RO0583.The horizontal coordinates were determined by differentially corrected
 RO0583.hand held GPS observations or other comparable positioning techniques
 RO0583.and have an estimated accuracy of +/- 3 meters.
 RO0583
 RO0583.The orthometric height was determined by differential leveling and
 RO0583.adjusted by the NATIONAL GEODETIC SURVEY
 RO0583.in August 2019.
 RO0583
 RO0583.Significant digits in the geoid height do not necessarily reflect accuracy.
 RO0583.GEOID18 height accuracy estimate available here.
 RO0583
 RO0583.Click photographs - Photos may exist for this station.
 RO0583
 RO0583.The dynamic height is computed by dividing the NAVD 88
 RO0583.geopotential number by the normal gravity value computed on the
 RO0583.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RO0583.degrees latitude (g = 980.6199 gals.).
 RO0583
 RO0583.The modeled gravity was interpolated from observed gravity values.
 RO0583
 RO0583;                    North         East    Units  Estimated Accuracy
 RO0583;SPC MN C     -   220,882.2     674,411.2     MT  (+/- 3 meters HH1 GPS) 
 RO0583
 RO0583_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTM7778906508(NAD 83)
 RO0583
 RO0583                          SUPERSEDED SURVEY CONTROL
 RO0583
 RO0583  NAVD 88 (06/15/91)  378.276  (m)         1241.06   (f) SUPERSEDED  2 1
 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
 RO0583.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RO0583.See file dsdata.pdf to determine how the superseded data were derived.
 RO0583
 RO0583_MARKER: DB = BENCH MARK DISK
 RO0583_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 RO0583_SP_SET: BRIDGE ABUTMENT
 RO0583_STAMPING: 2680 C 1965
 RO0583_MARK LOGO: MNHD
 RO0583_MAGNETIC: N = NO MAGNETIC MATERIAL
 RO0583_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RO0583_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 RO0583+SATELLITE: SATELLITE OBSERVATIONS - July 02, 2015
 RO0583
 RO0583  HISTORY     - Date     Condition        Report By
 RO0583  HISTORY     - 1965     MONUMENTED       MNHD
 RO0583  HISTORY     - 1967     GOOD             MNDT
 RO0583  HISTORY     - 20050111 GOOD             MNDT
 RO0583  HISTORY     - 20150702 GOOD             MNDT
 RO0583
 RO0583                          STATION DESCRIPTION
 RO0583
 RO0583'DESCRIBED BY MN DEPT OF TRANSP 1967
 RO0583'4.0 MI SW FROM ASHBY.
 RO0583'MARK IS LOCATED IN THE NW 1/4, SECTION 17, T130N, R41W, ABOUT 4.0
 RO0583'MILES SOUTHWEST OF ASHBY AT THE COUNTY ROAD NO. 4 BRIDGE OVER F.A.I.
 RO0583'94.  MARK IS A STANDARD MINNESOTA HIGHWAY DEPARTMENT DISK, STAMPED
 RO0583'2680 C 1965, SET IN THE SOUTHEAST CORNER ABUTMENT OF BRIDGE (NO.
 RO0583'26801).
 RO0583
 RO0583                          STATION RECOVERY (2005)
 RO0583
 RO0583'RECOVERY NOTE BY MN DEPT OF TRANSP 2005 (KMS)
 RO0583'THE MARK IS LOCATED ABOUT 6.4 MI (10.3 KM) NORTH-NORTHWEST OF ERDAHL
 RO0583'AND 3.0 MI (4.8 KM) WEST-SOUTHWEST OF ASHBY.
 RO0583'
 RO0583'TO REACH THE MARK FROM THE JUNCTION OF I-94 AND TRUNK HIGHWAY 78, GO
 RO0583'3.5 MI (5.6 KM) NORTHWEST ALONG I-94 TO MILE POINT 73.6.
 RO0583'
 RO0583'THE MARK IS FOUND IN THE SOUTHEAST ABUTMENT OF COUNTY ROAD 4 BRIDGE
 RO0583'NUMBER 26801 OVER I-94.
 RO0583
 RO0583                          STATION RECOVERY (2015)
 RO0583
 RO0583'RECOVERY NOTE BY MN DEPT OF TRANSP 2015 (KMS)
 RO0583'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 RO0580 ***********************************************************************
 RO0580  DESIGNATION -  2680 D
 RO0580  PID         -  RO0580
 RO0580  STATE/COUNTY-  MN/GRANT
 RO0580  COUNTRY     -  US
 RO0580  USGS QUAD   -  ASHBY (2019)
 RO0580
 RO0580                         *CURRENT SURVEY CONTROL
 RO0580  ______________________________________________________________________
 RO0580* NAD 83(2011) POSITION- 46 03 52.73727(N) 095 51 23.30712(W)   ADJUSTED
 RO0580* NAD 83(2011) ELLIP HT-   366.018 (meters)        (06/27/12)   ADJUSTED
 RO0580* NAD 83(2011) EPOCH   -  2010.00
 RO0580* NAVD 88 ORTHO HEIGHT -   392.508 (meters)     1287.75  (feet) ADJUSTED
 RO0580  ______________________________________________________________________
 RO0580  GEOID HEIGHT    -        -26.496 (meters)                     GEOID18
 RO0580  NAD 83(2011) X  -   -452,370.447 (meters)                     COMP
 RO0580  NAD 83(2011) Y  - -4,410,262.537 (meters)                     COMP
 RO0580  NAD 83(2011) Z  -  4,570,499.940 (meters)                     COMP
 RO0580  LAPLACE CORR    -          0.63  (seconds)                    DEFLEC18
 RO0580  DYNAMIC HEIGHT  -        392.507 (meters)     1287.75  (feet) COMP
 RO0580  MODELED GRAVITY -    980,599.9   (mgal)                       NAVD 88
 RO0580
 RO0580  VERT ORDER      -  SECOND    CLASS I
 RO0580
 RO0580  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 RO0580  Standards:
 RO0580         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 RO0580            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 RO0580  -------------------------------------------------------------------
 RO0580  NETWORK    0.56   0.55           0.25   0.20   0.28      0.01828931
 RO0580  -------------------------------------------------------------------
 RO0580  Click here for local accuracies and other accuracy information.
 RO0580
 RO0580.The horizontal coordinates were established by GPS observations
 RO0580.and adjusted by the National Geodetic Survey in June 2012.
 RO0580
 RO0580.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 RO0580.been affixed to the stable North American tectonic plate. See 
 RO0580.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 RO0580
 RO0580.The horizontal coordinates are valid at the epoch date displayed above
 RO0580.which is a decimal equivalence of Year/Month/Day.
 RO0580
 RO0580.The orthometric height was determined by differential leveling and
 RO0580.adjusted by the NATIONAL GEODETIC SURVEY
 RO0580.in August 2019.
 RO0580
 RO0580.Significant digits in the geoid height do not necessarily reflect accuracy.
 RO0580.GEOID18 height accuracy estimate available here.
 RO0580
 RO0580.Click photographs - Photos may exist for this station.
 RO0580
 RO0580.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 RO0580
 RO0580.The Laplace correction was computed from DEFLEC18 derived deflections.
 RO0580
 RO0580.The ellipsoidal height was determined by GPS observations
 RO0580.and is referenced to NAD 83.
 RO0580
 RO0580.The dynamic height is computed by dividing the NAVD 88
 RO0580.geopotential number by the normal gravity value computed on the
 RO0580.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RO0580.degrees latitude (g = 980.6199 gals.).
 RO0580
 RO0580.The modeled gravity was interpolated from observed gravity values.
 RO0580
 RO0580. The following values were computed from the NAD 83(2011) position.
 RO0580
 RO0580;                    North         East     Units Scale Factor Converg.
 RO0580;SPC MN C     -   219,591.809   675,719.058   MT  0.99993309   -1 09 43.6
 RO0580;SPC MN C     -   720,444.13  2,216,921.61   sFT  0.99993309   -1 09 43.6
 RO0580;UTM  15      - 5,105,197.868   279,077.628   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  =   0.99987572
 RO0580!UTM  15      -   0.99994262  x   1.00020003  =   1.00014264
 RO0580
 RO0580:                Primary Azimuth Mark                     Grid Az
 RO0580:SPC MN C     -  2680 N                                   313 13 07.9
 RO0580:UTM  15      -  2680 N                                   314 06 52.5
 RO0580
 RO0580_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTM7907705197(NAD 83)
 RO0580
 RO0580|---------------------------------------------------------------------|
 RO0580| PID    Reference Object                     Distance      Geod. Az  |
 RO0580|                                                           dddmmss.s |
 RO0580| DP4297 2680 N                              APPROX. 1.0 KM 3120324.3 |
 RO0580|---------------------------------------------------------------------|
 RO0580
 RO0580                          SUPERSEDED SURVEY CONTROL
 RO0580
 RO0580  NAD 83(2007)-  46 03 52.73724(N)    095 51 23.30804(W) AD(2002.00) 0
 RO0580  ELLIP H (02/10/07)  366.051  (m)                       GP(2002.00)    
 RO0580  NAD 83(1996)-  46 03 52.73678(N)    095 51 23.30773(W) AD(       ) 1
 RO0580  ELLIP H (04/26/05)  366.062  (m)                       GP(       ) 3 2
 RO0580  NAVD 88             392.50   (m)         1287.7    (f) LEVELING    3  
 RO0580  NAVD 88 (06/15/91)  392.496  (m)         1287.71   (f) SUPERSEDED  2 1
 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
 RO0580.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RO0580.See file dsdata.pdf to determine how the superseded data were derived.
 RO0580
 RO0580_MARKER: DB = BENCH MARK DISK
 RO0580_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 RO0580_STAMPING: 2680 D 1965
 RO0580_MARK LOGO: MNHD
 RO0580_PROJECTION: FLUSH
 RO0580_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 RO0580_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RO0580_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 RO0580+SATELLITE: SATELLITE OBSERVATIONS - July 02, 2015
 RO0580
 RO0580  HISTORY     - Date     Condition        Report By
 RO0580  HISTORY     - 19650401 MONUMENTED       MNHD
 RO0580  HISTORY     - 1967     GOOD             MNDT
 RO0580  HISTORY     - 20041115 GOOD             MNDT
 RO0580  HISTORY     - 20050111 GOOD             MNDT
 RO0580  HISTORY     - 20130603 GOOD             MNDT
 RO0580  HISTORY     - 20150702 GOOD             MNDT
 RO0580
 RO0580                          STATION DESCRIPTION
 RO0580
 RO0580'DESCRIBED BY MN DEPT OF TRANSP 1967
 RO0580'3.0 MI SW FROM ASHBY.
 RO0580'MARK IS LOCATED IN THE SE 1/4, SECTION 17, T130N, R41W, ABOUT 3.0
 RO0580'MILES SOUTHWEST OF ASHBY ALONG F.A.I. 94.  MARK IS A STANDARD
 RO0580'MINNESOTA HIGHWAY DEPARTMENT DISK, STAMPED 2680 D 1965, SET IN A
 RO0580'PRE-CAST CONCRETE MONUMENT.  MARK IS 98 FEET NORTH OF THE CENTERLINE
 RO0580'OF WESTBOUND F.A.I. 94 (STA. 2095+25), 2.0 FEET SOUTH OF THE R/W FENCE
 RO0580'AND WITNESS POST, 1300 FEET WEST OF MILE POST 75 AND PROJECTING 3
 RO0580'INCHES ABOVE GROUND.
 RO0580
 RO0580                          STATION RECOVERY (2004)
 RO0580
 RO0580'RECOVERY NOTE BY MN DEPT OF TRANSP 2004 (MPP)
 RO0580'3.0 MILES SOUTHWEST OF ASHBY, 2.3 MILES NORTHWEST ALONG INTERSTATE
 RO0580'HIGHWAY 94 FROM JUNCTION OF INTERSTATE HIGHWAY 94 AND TRUNK HIGHWAY 78
 RO0580'(3.7 MILES SOUTH OF ASHBY), AT INTERSTATE HIGHWAY 94 MILEPOINT 74.70,
 RO0580'98 FEET NORTH OF WESTBOUND INTERSTATE HIGHWAY 94, 1300 FEET WEST OF
 RO0580'MILEPOST 75, 2.0 FEET SOUTH OF RIGHT OF WAY FENCE AND WITNESS POST
 RO0580
 RO0580                          STATION RECOVERY (2005)
 RO0580
 RO0580'RECOVERY NOTE BY MN DEPT OF TRANSP 2005 (WAS)
 RO0580'RECOVERED AS DESCRIBED.
 RO0580
 RO0580                          STATION RECOVERY (2013)
 RO0580
 RO0580'RECOVERY NOTE BY MN DEPT OF TRANSP 2013 (AXD)
 RO0580'2.7 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, 2.0 FEET SOUTH OF
 RO0580'RIGHT-OF-WAY FENCE, 1.0 FOOT SOUTHWEST OF WITNESS POST.
 RO0580
 RO0580                          STATION RECOVERY (2015)
 RO0580
 RO0580'RECOVERY NOTE BY MN DEPT OF TRANSP 2015 (KMS)
 RO0580'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 RO0579 ***********************************************************************
 RO0579  DESIGNATION -  2680 E
 RO0579  PID         -  RO0579
 RO0579  STATE/COUNTY-  MN/GRANT
 RO0579  COUNTRY     -  US
 RO0579  USGS QUAD   -  ASHBY (2019)
 RO0579
 RO0579                         *CURRENT SURVEY CONTROL
 RO0579  ______________________________________________________________________
 RO0579* NAD 83(2011) POSITION- 46 02 53.95601(N) 095 50 53.83950(W)   ADJUSTED
 RO0579* NAD 83(2011) ELLIP HT-   364.439 (meters)        (06/27/12)   ADJUSTED
 RO0579* NAD 83(2011) EPOCH   -  2010.00
 RO0579* NAVD 88 ORTHO HEIGHT -   390.921 (meters)     1282.55  (feet) ADJUSTED
 RO0579  ______________________________________________________________________
 RO0579  GEOID HEIGHT    -        -26.478 (meters)                     GEOID18
 RO0579  NAD 83(2011) X  -   -451,873.429 (meters)                     COMP
 RO0579  NAD 83(2011) Y  - -4,411,626.082 (meters)                     COMP
 RO0579  NAD 83(2011) Z  -  4,569,239.275 (meters)                     COMP
 RO0579  LAPLACE CORR    -          0.62  (seconds)                    DEFLEC18
 RO0579  DYNAMIC HEIGHT  -        390.919 (meters)     1282.54  (feet) COMP
 RO0579  MODELED GRAVITY -    980,598.0   (mgal)                       NAVD 88
 RO0579
 RO0579  VERT ORDER      -  SECOND    CLASS I
 RO0579
 RO0579  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 RO0579  Standards:
 RO0579         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 RO0579            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 RO0579  -------------------------------------------------------------------
 RO0579  NETWORK    0.29   0.41           0.13   0.10   0.21     -0.06896599
 RO0579  -------------------------------------------------------------------
 RO0579  Click here for local accuracies and other accuracy information.
 RO0579
 RO0579.The horizontal coordinates were established by GPS observations
 RO0579.and adjusted by the National Geodetic Survey in June 2012.
 RO0579
 RO0579.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 RO0579.been affixed to the stable North American tectonic plate. See 
 RO0579.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 RO0579
 RO0579.The horizontal coordinates are valid at the epoch date displayed above
 RO0579.which is a decimal equivalence of Year/Month/Day.
 RO0579
 RO0579.The orthometric height was determined by differential leveling and
 RO0579.adjusted by the NATIONAL GEODETIC SURVEY
 RO0579.in August 2019.
 RO0579
 RO0579.Significant digits in the geoid height do not necessarily reflect accuracy.
 RO0579.GEOID18 height accuracy estimate available here.
 RO0579
 RO0579.Click photographs - Photos may exist for this station.
 RO0579
 RO0579.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 RO0579
 RO0579.The Laplace correction was computed from DEFLEC18 derived deflections.
 RO0579
 RO0579.The ellipsoidal height was determined by GPS observations
 RO0579.and is referenced to NAD 83.
 RO0579
 RO0579.The dynamic height is computed by dividing the NAVD 88
 RO0579.geopotential number by the normal gravity value computed on the
 RO0579.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RO0579.degrees latitude (g = 980.6199 gals.).
 RO0579
 RO0579.The modeled gravity was interpolated from observed gravity values.
 RO0579
 RO0579. The following values were computed from the NAD 83(2011) position.
 RO0579
 RO0579;                    North         East     Units Scale Factor Converg.
 RO0579;SPC MN C     -   217,764.576   676,315.600   MT  0.99993447   -1 09 22.3
 RO0579;SPC MN C     -   714,449.28  2,218,878.76   sFT  0.99993447   -1 09 22.3
 RO0579;UTM  15      - 5,103,361.050   279,645.692   MT  1.00019695   -2 03 05.0
 RO0579
 RO0579!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RO0579!SPC MN C     -   0.99994287  x   0.99993447  =   0.99987734
 RO0579!UTM  15      -   0.99994287  x   1.00019695  =   1.00013981
 RO0579
 RO0579_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTM7964503361(NAD 83)
 RO0579
 RO0579                          SUPERSEDED SURVEY CONTROL
 RO0579
 RO0579  NAD 83(2007)-  46 02 53.95598(N)    095 50 53.84042(W) AD(2002.00) 0
 RO0579  ELLIP H (02/10/07)  364.472  (m)                       GP(2002.00)    
 RO0579  NAD 83(1996)-  46 02 53.95553(N)    095 50 53.84011(W) AD(       ) 1
 RO0579  ELLIP H (04/26/05)  364.483  (m)                       GP(       ) 3 2
 RO0579  NAVD 88             390.91   (m)         1282.5    (f) LEVELING    3  
 RO0579  NAVD 88 (06/15/91)  390.908  (m)         1282.50   (f) SUPERSEDED  2 1
 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
 RO0579.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RO0579.See file dsdata.pdf to determine how the superseded data were derived.
 RO0579
 RO0579_MARKER: DB = BENCH MARK DISK
 RO0579_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 RO0579_STAMPING: 2680 E 1965
 RO0579_MARK LOGO: MNHD
 RO0579_PROJECTION: FLUSH
 RO0579_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 RO0579_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RO0579_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 RO0579+SATELLITE: SATELLITE OBSERVATIONS - July 18, 2024
 RO0579
 RO0579  HISTORY     - Date     Condition        Report By
 RO0579  HISTORY     - 1965     MONUMENTED       MNHD
 RO0579  HISTORY     - 1967     GOOD             MNDT
 RO0579  HISTORY     - 20040726 GOOD             MNDT
 RO0579  HISTORY     - 20040726 GOOD             MNDT
 RO0579  HISTORY     - 20041115 GOOD             MNDT
 RO0579  HISTORY     - 20050111 GOOD             MNDT
 RO0579  HISTORY     - 20100420 GOOD             MNDT
 RO0579  HISTORY     - 20150702 GOOD             MNDT
 RO0579  HISTORY     - 20240718 GOOD             MNDT
 RO0579
 RO0579                          STATION DESCRIPTION
 RO0579
 RO0579'DESCRIBED BY MN DEPT OF TRANSP 1967
 RO0579'3.0 MI S FROM ASHBY.
 RO0579'MARK IS LOCATED IN THE NW 1/4, SECTION 28, T130N, R41W, ABOUT 1.0 MILE
 RO0579'WEST OF COUNTY ROAD 10, T.H. 78 AND F.A.I. 94 INTERCHANGE ABOUT 3.0
 RO0579'MILES SOUTH OF ASHBY.  MARK IS A STANDARD MINNESOTA HIGHWAY DEPARTMENT
 RO0579'DISK, STAMPED 2680 E 1965, SET IN A PRE-CAST CONCRETE MONUMENT. MARK
 RO0579'IS 98 FEET WEST OF THE CENTERLINE OF THE EASTBOUND F.A.I. 94 (STA.
 RO0579'2158+02), ABOUT 250 FEET NORTHWEST OF THE ASHBY EXIT SIGN 2.0 FEET
 RO0579'EAST OF THE R/W FENCE AND STEEL WITNESS POST, 400 FEET WEST OF MILE
 RO0579'POST 76 AND PROJECTING 3 INCHES ABOVE GROUND.
 RO0579
 RO0579                          STATION RECOVERY (2004)
 RO0579
 RO0579'RECOVERY NOTE BY MN DEPT OF TRANSP 2004 (JE)
 RO0579'3.0 MILES SOUTH OF ASHBY, 1.10 MILES NORTHWEST ALONG INTERSTATE
 RO0579'HIGHWAY 94 FROM JUNCTION OF TRUNK HIGHWAY 78 AND INTERSTATE HIGHWAY 94
 RO0579'(3.7 MILES SOUTH OF ASHBY), AT INTERSTATE HIGHWAY 94 STATION 2158+02,
 RO0579'AT INTERSTATE HIGHWAY 94 MILEPOINT 75.9, 98 FEET WEST OF EASTBOUND
 RO0579'INTERSTATE HIGHWAY 94, 250 FEET NORTHWEST OF ASHBY EXIT SIGN, 400 FEET
 RO0579'WEST OF MILEPOST 76, 2.0 FEET EAST OF RIGHT OF WAY FENCE AND WITNESS
 RO0579'POST.
 RO0579
 RO0579                          STATION RECOVERY (2004)
 RO0579
 RO0579'RECOVERY NOTE BY MN DEPT OF TRANSP 2004 (JE)
 RO0579'3.0 MILES SOUTH OF ASHBY, 1.10 MILES NORTHWEST ALONG INTERSTATE
 RO0579'HIGHWAY 94 FROM JUNCTION OF TRUNK HIGHWAY 78 AND INTERSTATE HIGHWAY 94
 RO0579'(3.7 MILES SOUTH OF ASHBY), AT INTERSTATE HIGHWAY 94 STATION 2158+02,
 RO0579'AT INTERSTATE HIGHWAY 94 MILEPOINT 75.9, 98 FEET WEST OF EASTBOUND
 RO0579'INTERSTATE HIGHWAY 94, 250 FEET NORTHWEST OF ASHBY EXIT SIGN, 400 FEET
 RO0579'WEST OF MILEPOST 76, 2.0 FEET EAST OF RIGHT OF WAY FENCE AND WITNESS
 RO0579'POST.
 RO0579
 RO0579                          STATION RECOVERY (2004)
 RO0579
 RO0579'RECOVERY NOTE BY MN DEPT OF TRANSP 2004 (MPP)
 RO0579'3.0 MILES SOUTH OF ASHBY, 1.10 MILES NORTHWEST ALONG INTERSTATE
 RO0579'HIGHWAY 94 FROM JUNCTION OF TRUNK HIGHWAY 78 AND INTERSTATE HIGHWAY 94
 RO0579'(3.7 MILES SOUTH OF ASHBY), AT INTERSTATE HIGHWAY 94 STATION 2158+02,
 RO0579'AT INTERSTATE HIGHWAY 94 MILEPOINT 75.9, 98 FEET WEST OF EASTBOUND
 RO0579'INTERSTATE HIGHWAY 94, 250 FEET NORTHWEST OF ASHBY EXIT SIGN, 400 FEET
 RO0579'WEST OF MILEPOST 76, 2.0 FEET EAST OF RIGHT OF WAY FENCE AND WITNESS
 RO0579'POST.
 RO0579
 RO0579                          STATION RECOVERY (2005)
 RO0579
 RO0579'RECOVERY NOTE BY MN DEPT OF TRANSP 2005 (WAS)
 RO0579'RECOVERED AS DESCRIBED.
 RO0579
 RO0579                          STATION RECOVERY (2010)
 RO0579
 RO0579'RECOVERY NOTE BY MN DEPT OF TRANSP 2010 (KMS)
 RO0579'3.4 MI (5.5 KM) SOUTHWEST OF ASHBY, 1.1 MI (1.8 KM) NORTHWEST ALONG
 RO0579'INTERSTATE HIGHWAY 94  FROM THE JUNCTION OF TRUNK HIGHWAY 78 AND
 RO0579'INTERSTATE HIGHWAY 94 (JUNCTION IS 3.7 MI (6.0 KM) SOUTH OF ASHBY), AT
 RO0579'INTERSTATE HIGHWAY 94 MILE POINT 75.9, 98 FT (29.9 M) WEST OF
 RO0579'EASTBOUND INTERSTATE HIGHWAY 94, 250 FT (76.2 M) NORTHWEST OF ASHBY
 RO0579'EXIT SIGN, 2.0 FT (0.6 M) EAST OF RIGHT-OF-WAY FENCE AND WITNESS POST.
 RO0579
 RO0579                          STATION RECOVERY (2015)
 RO0579
 RO0579'RECOVERY NOTE BY MN DEPT OF TRANSP 2015 (KMS)
 RO0579'RECOVERED AS DESCRIBED.
 RO0579
 RO0579                          STATION RECOVERY (2024)
 RO0579
 RO0579'RECOVERY NOTE BY MN DEPT OF TRANSP 2024 (GXG)
 RO0579'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 RO0578 ***********************************************************************
 RO0578  DESIGNATION -  2680 F
 RO0578  PID         -  RO0578
 RO0578  STATE/COUNTY-  MN/GRANT
 RO0578  COUNTRY     -  US
 RO0578  USGS QUAD   -  ASHBY (2019)
 RO0578
 RO0578                         *CURRENT SURVEY CONTROL
 RO0578  ______________________________________________________________________
 RO0578* NAD 83(1986) POSITION- 46 02 07.73   (N) 095 49 55.28   (W)   HD_HELD1
 RO0578* NAVD 88 ORTHO HEIGHT -   394.014 (meters)     1292.69  (feet) ADJUSTED
 RO0578  ______________________________________________________________________
 RO0578  GEOID HEIGHT    -        -26.460 (meters)                     GEOID18
 RO0578  DYNAMIC HEIGHT  -        394.011 (meters)     1292.68  (feet) COMP
 RO0578  MODELED GRAVITY -    980,596.0   (mgal)                       NAVD 88
 RO0578
 RO0578  VERT ORDER      -  SECOND    CLASS I
 RO0578
 RO0578.The horizontal coordinates were determined by differentially corrected
 RO0578.hand held GPS observations or other comparable positioning techniques
 RO0578.and have an estimated accuracy of +/- 3 meters.
 RO0578
 RO0578.The orthometric height was determined by differential leveling and
 RO0578.adjusted by the NATIONAL GEODETIC SURVEY
 RO0578.in August 2019.
 RO0578
 RO0578.Significant digits in the geoid height do not necessarily reflect accuracy.
 RO0578.GEOID18 height accuracy estimate available here.
 RO0578
 RO0578.Click photographs - Photos may exist for this station.
 RO0578
 RO0578.The dynamic height is computed by dividing the NAVD 88
 RO0578.geopotential number by the normal gravity value computed on the
 RO0578.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RO0578.degrees latitude (g = 980.6199 gals.).
 RO0578
 RO0578.The modeled gravity was interpolated from observed gravity values.
 RO0578
 RO0578;                    North         East    Units  Estimated Accuracy
 RO0578;SPC MN C     -   216,312.4     677,545.7     MT  (+/- 3 meters HH1 GPS) 
 RO0578
 RO0578_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTM8085301889(NAD 83)
 RO0578
 RO0578                          SUPERSEDED SURVEY CONTROL
 RO0578
 RO0578  NAVD 88 (06/15/91)  393.998  (m)         1292.64   (f) SUPERSEDED  2 1
 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
 RO0578.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RO0578.See file dsdata.pdf to determine how the superseded data were derived.
 RO0578
 RO0578_MARKER: DB = BENCH MARK DISK
 RO0578_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 RO0578_SP_SET: BRIDGE ABUTMENT
 RO0578_STAMPING: 2680 F 1965
 RO0578_MARK LOGO: MNHD
 RO0578_MAGNETIC: N = NO MAGNETIC MATERIAL
 RO0578_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RO0578_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 RO0578+SATELLITE: SATELLITE OBSERVATIONS - July 01, 2015
 RO0578
 RO0578  HISTORY     - Date     Condition        Report By
 RO0578  HISTORY     - 19650401 MONUMENTED       MNHD
 RO0578  HISTORY     - 1967     GOOD             MNDT
 RO0578  HISTORY     - 20050110 GOOD             MNDT
 RO0578  HISTORY     - 20090721 GOOD             MNDT
 RO0578  HISTORY     - 20150701 GOOD             MNDT
 RO0578
 RO0578                          STATION DESCRIPTION
 RO0578
 RO0578'DESCRIBED BY MN DEPT OF TRANSP 1967
 RO0578'4.0 MI S FROM ASHBY.
 RO0578'MARK IS LOCATED IN THE SE 1/4, SECTION 27, T130N, R41W.  ABOUT 4.0
 RO0578'MILES SOUTH OF ASHBY AT COUNTY ROAD 10, CO. RD. 54 AND F.A.I. 94
 RO0578'INTERCHANGE.  MARK IS A STANDARD MINNESOTA HIGHWAY DEPARTMENT DISK,
 RO0578'STAMPED 2680 F 1965, SET IN THE SOUTHEAST CORNER ABUTMENT OF BRIDGE
 RO0578'(NO. 26802).
 RO0578
 RO0578                          STATION RECOVERY (2005)
 RO0578
 RO0578'RECOVERY NOTE BY MN DEPT OF TRANSP 2005 (WAS)
 RO0578'RECOVERED AS DESCRIBED.
 RO0578
 RO0578                          STATION RECOVERY (2009)
 RO0578
 RO0578'RECOVERY NOTE BY MN DEPT OF TRANSP 2009 (JBG)
 RO0578'THE MARK IS 4.0 MILES SOUTH OF ASHBY, IN BRIDGE ABUTMENT IN SOUTHEAST
 RO0578'CORNER OF TRUNK HIGHWAY 78/COUNTY ROAD 10 BRIDGE OVER INTERSTATE
 RO0578'HIGHWAY 94, 4.2 MILES SOUTH ALONG TRUNK HIGHWAY 78 FROM JUNCTION OF
 RO0578'TRUNK HIGHWAY 78 AND COUNTY ROAD 82 IN ASHBY.
 RO0578
 RO0578                          STATION RECOVERY (2015)
 RO0578
 RO0578'RECOVERY NOTE BY MN DEPT OF TRANSP 2015 (MAS)
 RO0578'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 RO0577 ***********************************************************************
 RO0577  DESIGNATION -  2680 G
 RO0577  PID         -  RO0577
 RO0577  STATE/COUNTY-  MN/GRANT
 RO0577  COUNTRY     -  US
 RO0577  USGS QUAD   -  ASHBY (2019)
 RO0577
 RO0577                         *CURRENT SURVEY CONTROL
 RO0577  ______________________________________________________________________
 RO0577* NAD 83(1986) POSITION- 46 01 34.06   (N) 095 48 40.45   (W)   HD_HELD1
 RO0577* NAVD 88 ORTHO HEIGHT -   387.301 (meters)     1270.67  (feet) ADJUSTED
 RO0577  ______________________________________________________________________
 RO0577  GEOID HEIGHT    -        -26.441 (meters)                     GEOID18
 RO0577  DYNAMIC HEIGHT  -        387.297 (meters)     1270.66  (feet) COMP
 RO0577  MODELED GRAVITY -    980,594.1   (mgal)                       NAVD 88
 RO0577
 RO0577  VERT ORDER      -  SECOND    CLASS I
 RO0577
 RO0577.The horizontal coordinates were determined by differentially corrected
 RO0577.hand held GPS observations or other comparable positioning techniques
 RO0577.and have an estimated accuracy of +/- 3 meters.
 RO0577
 RO0577.The orthometric height was determined by differential leveling and
 RO0577.adjusted by the NATIONAL GEODETIC SURVEY
 RO0577.in August 2019.
 RO0577
 RO0577.Significant digits in the geoid height do not necessarily reflect accuracy.
 RO0577.GEOID18 height accuracy estimate available here.
 RO0577
 RO0577.Click photographs - Photos may exist for this station.
 RO0577
 RO0577.The dynamic height is computed by dividing the NAVD 88
 RO0577.geopotential number by the normal gravity value computed on the
 RO0577.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RO0577.degrees latitude (g = 980.6199 gals.).
 RO0577
 RO0577.The modeled gravity was interpolated from observed gravity values.
 RO0577
 RO0577;                    North         East    Units  Estimated Accuracy
 RO0577;SPC MN C     -   215,241.2     679,133.9     MT  (+/- 3 meters HH1 GPS) 
 RO0577
 RO0577_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTM8242400793(NAD 83)
 RO0577
 RO0577                          SUPERSEDED SURVEY CONTROL
 RO0577
 RO0577  NAVD 88 (06/15/91)  387.289  (m)         1270.63   (f) SUPERSEDED  2 1
 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
 RO0577.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RO0577.See file dsdata.pdf to determine how the superseded data were derived.
 RO0577
 RO0577_MARKER: DB = BENCH MARK DISK
 RO0577_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 RO0577_STAMPING: 2680 G 1965
 RO0577_MARK LOGO: MNHD
 RO0577_PROJECTION: RECESSED 8 CENTIMETERS
 RO0577_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 RO0577_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RO0577_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 RO0577+SATELLITE: SATELLITE OBSERVATIONS - July 01, 2015
 RO0577
 RO0577  HISTORY     - Date     Condition        Report By
 RO0577  HISTORY     - 1965     MONUMENTED       MNHD
 RO0577  HISTORY     - 1967     GOOD             MNDT
 RO0577  HISTORY     - 20050111 GOOD             MNDT
 RO0577  HISTORY     - 20100420 GOOD             MNDT
 RO0577  HISTORY     - 20150701 GOOD             MNDT
 RO0577
 RO0577                          STATION DESCRIPTION
 RO0577
 RO0577'DESCRIBED BY MN DEPT OF TRANSP 1967
 RO0577'4.8 MI S FROM ASHBY.
 RO0577'MARK IS LOCATED 0.5 MILES SOUTH OF PELICAN LAKE, 1.0 MILES EAST OF
 RO0577'COUNTY ROAD 10, 98 FEET SOUTHWEST OF FAI 94 EAST BOUND CENTERLINE
 RO0577'STATION 2285+50, 40 FEET EAST OF THE CENTERLINE OF COUNTY ROAD 54
 RO0577'(DEADEND) NEAR A STEEL WITNESS POST IN THE TOP OF A PRE-CAST MONUMENT.
 RO0577'SW 1/4 SECTION 25, T 130N, R 41W.
 RO0577
 RO0577                          STATION RECOVERY (2005)
 RO0577
 RO0577'RECOVERY NOTE BY MN DEPT OF TRANSP 2005 (KMS)
 RO0577'THE MARK IS LOCATED ABOUT 4.6 MI (7.4 KM) SOUTH OF ASHBY AND 2.4 MI
 RO0577'(3.9 KM) NORTH OF ERDAHL AND 0.5 MI (0.8 KM) SOUTH OF PELICAN LAKE.
 RO0577'
 RO0577'TO REACH THE MARK FROM THE JUNCTION OF I-94 AND TRUNK HIGHWAY 78, GO
 RO0577'1.10 MI (1.8 KM) SOUTHEAST ALONG I-94 TO MILE POINT 78.30.
 RO0577'
 RO0577'THE MARK IS FOUND 98 FT (29.9 M) SOUTHWEST OF EASTBOUND I-94, 40 FT
 RO0577'(12.2 M) EAST OF COUNTY ROAD 54 (DEAD-END), 2.0 FT (0.6 M) NORTHEAST
 RO0577'OF A FENCE LINE AND 1.2 FT (0.4 M) (0.4 M) NORTHEAST OF A WITNESS
 RO0577'POST.
 RO0577
 RO0577                          STATION RECOVERY (2010)
 RO0577
 RO0577'RECOVERY NOTE BY MN DEPT OF TRANSP 2010 (KMS)
 RO0577'4.8 MI (7.7 KM) SOUTH OF ASHBY, 1.1 MI (1.8 KM) SOUTHEAST ALONG
 RO0577'INTERSTATE HIGHWAY 94  FROM THE JUNCTION OF INTERSTATE HIGHWAY 94 AND
 RO0577'TRUNK HIGHWAY 78 (JUNCTION IS 3.8 MI (6.1 KM) SOUTH OF ASHBY), AT
 RO0577'INTERSTATE HIGHWAY 94 MILE POINT 78.30, 98 FT (29.9 M) SOUTHWEST OF
 RO0577'EASTBOUND INTERSTATE HIGHWAY 94, 40 FT (12.2 M) EAST OF COUNTY ROAD 54
 RO0577'(DEAD-END), 2.0 FT (0.6 M) NORTHEAST OF A FENCE LINE, 1.2 FT (0.4 M)
 RO0577'NORTHEAST OF A WITNESS POST.
 RO0577
 RO0577                          STATION RECOVERY (2015)
 RO0577
 RO0577'RECOVERY NOTE BY MN DEPT OF TRANSP 2015 (MAS)
 RO0577'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 RO0575 ***********************************************************************
 RO0575  DESIGNATION -  2680 H
 RO0575  PID         -  RO0575
 RO0575  STATE/COUNTY-  MN/GRANT
 RO0575  COUNTRY     -  US
 RO0575  USGS QUAD   -  ASHBY (2019)
 RO0575
 RO0575                         *CURRENT SURVEY CONTROL
 RO0575  ______________________________________________________________________
 RO0575* NAD 83(1986) POSITION- 46 01 04.00   (N) 095 47 27.99   (W)   HD_HELD1
 RO0575* NAVD 88 ORTHO HEIGHT -   397.812 (meters)     1305.15  (feet) ADJUSTED
 RO0575  ______________________________________________________________________
 RO0575  GEOID HEIGHT    -        -26.419 (meters)                     GEOID18
 RO0575  DYNAMIC HEIGHT  -        397.807 (meters)     1305.14  (feet) COMP
 RO0575  MODELED GRAVITY -    980,591.8   (mgal)                       NAVD 88
 RO0575
 RO0575  VERT ORDER      -  SECOND    CLASS I
 RO0575
 RO0575.The horizontal coordinates were determined by differentially corrected
 RO0575.hand held GPS observations or other comparable positioning techniques
 RO0575.and have an estimated accuracy of +/- 3 meters.
 RO0575
 RO0575.The orthometric height was determined by differential leveling and
 RO0575.adjusted by the NATIONAL GEODETIC SURVEY
 RO0575.in August 2019.
 RO0575
 RO0575.Significant digits in the geoid height do not necessarily reflect accuracy.
 RO0575.GEOID18 height accuracy estimate available here.
 RO0575
 RO0575.Click photographs - Photos may exist for this station.
 RO0575
 RO0575.The dynamic height is computed by dividing the NAVD 88
 RO0575.geopotential number by the normal gravity value computed on the
 RO0575.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RO0575.degrees latitude (g = 980.6199 gals.).
 RO0575
 RO0575.The modeled gravity was interpolated from observed gravity values.
 RO0575
 RO0575;                    North         East    Units  Estimated Accuracy
 RO0575;SPC MN C     -   214,282.8     680,673.9     MT  (+/- 3 meters HH1 GPS) 
 RO0575
 RO0575_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTL8395099810(NAD 83)
 RO0575
 RO0575                          SUPERSEDED SURVEY CONTROL
 RO0575
 RO0575  NAVD 88 (06/15/91)  397.803  (m)         1305.13   (f) SUPERSEDED  2 1
 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
 RO0575.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RO0575.See file dsdata.pdf to determine how the superseded data were derived.
 RO0575
 RO0575_MARKER: DB = BENCH MARK DISK
 RO0575_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 RO0575_STAMPING: 2680 H 1965
 RO0575_MARK LOGO: MNHD
 RO0575_PROJECTION: RECESSED 8 CENTIMETERS
 RO0575_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 RO0575_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RO0575_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 RO0575+SATELLITE: SATELLITE OBSERVATIONS - July 01, 2015
 RO0575
 RO0575  HISTORY     - Date     Condition        Report By
 RO0575  HISTORY     - 1965     MONUMENTED       MNHD
 RO0575  HISTORY     - 1967     GOOD             MNDT
 RO0575  HISTORY     - 20050110 GOOD             MNDT
 RO0575  HISTORY     - 20150701 GOOD             MNDT
 RO0575
 RO0575                          STATION DESCRIPTION
 RO0575
 RO0575'DESCRIBED BY MN DEPT OF TRANSP 1967
 RO0575'6.0 MI S FROM ASHBY.
 RO0575'MARK IS LOCATED 1.1 MILES WEST OF COUNTY ROAD 19 BRIDGE OVER FAI 94,
 RO0575'ABOUT 200 FEET WEST OF A DEAD END COUNTY ROAD, 97 FEET SOUTHWEST OF
 RO0575'FAI 94 EASTBOUND CENTERLINE STATION 2345+00, NEAR A STEEL WITNESS
 RO0575'POST, IN THE TOP OF A PRECAST CONCRETE MONUMENT.  NE 1/4 SECTION 2, T
 RO0575'129N, R 41W.
 RO0575
 RO0575                          STATION RECOVERY (2005)
 RO0575
 RO0575'RECOVERY NOTE BY MN DEPT OF TRANSP 2005 (DAS)
 RO0575'THE MARK IS LOCATED ABOUT 5.3 MI (8.5 KM) WEST OF EVANSVILLE AND 2.2
 RO0575'MI (3.5 KM) NORTHEAST OF ERDAHL.
 RO0575'
 RO0575'TO REACH THE MARK FROM THE JUNCTION OF I-94 AND TRUNK HIGHWAY 78, GO
 RO0575'2.2 MI (3.5 KM) SOUTHEAST ALONG I-94 TO I-94 MILE POINT 81.30, OR 1.1
 RO0575'MI (1.8 KM) WEST OF THE COUNTY ROAD 19 BRIDGE OVER I-94.
 RO0575'
 RO0575'THE MARK IS FOUND 200 FT (61.0 M) WEST OF A DEAD-END COUNTY ROAD, 97
 RO0575'FT (29.6 M) SOUTHWEST OF THE EASTBOUND I94 AND 0.7 FT (21 CM)
 RO0575'NORTHEAST OF A WITNESS POST.
 RO0575
 RO0575                          STATION RECOVERY (2015)
 RO0575
 RO0575'RECOVERY NOTE BY MN DEPT OF TRANSP 2015 (MAS)
 RO0575'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DG9882 ***********************************************************************
 DG9882  DESIGNATION -  2680 J
 DG9882  PID         -  DG9882
 DG9882  STATE/COUNTY-  MN/GRANT
 DG9882  COUNTRY     -  US
 DG9882  USGS QUAD   -  ASHBY (2019)
 DG9882
 DG9882                         *CURRENT SURVEY CONTROL
 DG9882  ______________________________________________________________________
 DG9882* NAD 83(2011) POSITION- 46 01 50.26416(N) 095 49 16.90187(W)   ADJUSTED
 DG9882* NAD 83(2011) ELLIP HT-   360.939 (meters)        (06/27/12)   ADJUSTED
 DG9882* NAD 83(2011) EPOCH   -  2010.00
 DG9882* NAVD 88 ORTHO HEIGHT -   387.390 (meters)     1270.96  (feet) ADJUSTED
 DG9882  ______________________________________________________________________
 DG9882  GEOID HEIGHT    -        -26.451 (meters)                     GEOID18
 DG9882  NAD 83(2011) X  -   -449,943.397 (meters)                     COMP
 DG9882  NAD 83(2011) Y  - -4,413,243.862 (meters)                     COMP
 DG9882  NAD 83(2011) Z  -  4,567,871.591 (meters)                     COMP
 DG9882  LAPLACE CORR    -          0.85  (seconds)                    DEFLEC18
 DG9882  DYNAMIC HEIGHT  -        387.386 (meters)     1270.95  (feet) COMP
 DG9882  MODELED GRAVITY -    980,595.1   (mgal)                       NAVD 88
 DG9882
 DG9882  VERT ORDER      -  SECOND    CLASS I
 DG9882
 DG9882  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DG9882  Standards:
 DG9882         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DG9882            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DG9882  -------------------------------------------------------------------
 DG9882  NETWORK    0.41   0.51           0.18   0.15   0.26     -0.08176147
 DG9882  -------------------------------------------------------------------
 DG9882  Click here for local accuracies and other accuracy information.
 DG9882
 DG9882.The horizontal coordinates were established by GPS observations
 DG9882.and adjusted by the National Geodetic Survey in June 2012.
 DG9882
 DG9882.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DG9882.been affixed to the stable North American tectonic plate. See 
 DG9882.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DG9882
 DG9882.The horizontal coordinates are valid at the epoch date displayed above
 DG9882.which is a decimal equivalence of Year/Month/Day.
 DG9882
 DG9882.The orthometric height was determined by differential leveling and
 DG9882.adjusted by the NATIONAL GEODETIC SURVEY
 DG9882.in August 2019.
 DG9882
 DG9882.Significant digits in the geoid height do not necessarily reflect accuracy.
 DG9882.GEOID18 height accuracy estimate available here.
 DG9882
 DG9882.Click photographs - Photos may exist for this station.
 DG9882
 DG9882.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DG9882
 DG9882.The Laplace correction was computed from DEFLEC18 derived deflections.
 DG9882
 DG9882.The ellipsoidal height was determined by GPS observations
 DG9882.and is referenced to NAD 83.
 DG9882
 DG9882.The dynamic height is computed by dividing the NAVD 88
 DG9882.geopotential number by the normal gravity value computed on the
 DG9882.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DG9882.degrees latitude (g = 980.6199 gals.).
 DG9882
 DG9882.The modeled gravity was interpolated from observed gravity values.
 DG9882
 DG9882. The following values were computed from the NAD 83(2011) position.
 DG9882
 DG9882;                    North         East     Units Scale Factor Converg.
 DG9882;SPC MN C     -   215,756.873   678,360.085   MT  0.99993605   -1 08 12.1
 DG9882;SPC MN C     -   707,862.34  2,225,586.38   sFT  0.99993605   -1 08 12.1
 DG9882;UTM  15      - 5,101,321.136   281,659.084   MT  1.00018609   -2 01 52.9
 DG9882
 DG9882!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG9882!SPC MN C     -   0.99994342  x   0.99993605  =   0.99987947
 DG9882!UTM  15      -   0.99994342  x   1.00018609  =   1.00012950
 DG9882
 DG9882_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTM8165901321(NAD 83)
 DG9882
 DG9882                          SUPERSEDED SURVEY CONTROL
 DG9882
 DG9882  NAD 83(2007)-  46 01 50.26414(N)    095 49 16.90279(W) AD(2002.00) 0
 DG9882  ELLIP H (02/10/07)  360.972  (m)                       GP(2002.00)    
 DG9882  NAD 83(1996)-  46 01 50.26369(N)    095 49 16.90247(W) AD(       ) 1
 DG9882  ELLIP H (04/26/05)  360.984  (m)                       GP(       ) 3 2
 DG9882  NAVD 88 (06/08/11)  387.376  (m)         1270.92   (f) SUPERSEDED  2 1
 DG9882  NAVD 88             387.38   (m)         1270.9    (f) LEVELING    3  
 DG9882
 DG9882.Superseded values are not recommended for survey control.
 DG9882
 DG9882.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG9882.See file dsdata.pdf to determine how the superseded data were derived.
 DG9882
 DG9882_MARKER: DD = SURVEY DISK
 DG9882_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DG9882_STAMPING: 2680 J 2004
 DG9882_MARK LOGO: MNDT
 DG9882_PROJECTION: FLUSH
 DG9882_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DG9882_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DG9882_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG9882+SATELLITE: SATELLITE OBSERVATIONS - July 22, 2024
 DG9882_ROD/PIPE-DEPTH: 9.1 meters
 DG9882
 DG9882  HISTORY     - Date     Condition        Report By
 DG9882  HISTORY     - 20041130 MONUMENTED       MNDT
 DG9882  HISTORY     - 20050110 GOOD             MNDT
 DG9882  HISTORY     - 20100902 GOOD             MNDT
 DG9882  HISTORY     - 20130603 GOOD             MNDT
 DG9882  HISTORY     - 20150701 GOOD             MNDT
 DG9882  HISTORY     - 20210622 GOOD             MNDT
 DG9882  HISTORY     - 20240722 GOOD             MNDT
 DG9882
 DG9882                          STATION DESCRIPTION
 DG9882
 DG9882'DESCRIBED BY MN DEPT OF TRANSP 2004
 DG9882'4.5 MILES SOUTH OF ASHBY, 3.70 MILES SOUTH ALONG TRUNK HIGHWAY 78 FROM
 DG9882'THE JUNCTION OF TRUNK HIGHWAY 78 AND COUNTY ROAD 82 IN ASHBY, TO THE
 DG9882'JUNCTION OF TRUNK HIGHWAY 78 AND INTERSTATE HIGHWAY 94, THEN 0.60
 DG9882'MILES SOUTHEAST ON INTERSTATE HIGHWAY 94, AT INTERSTATE HIGHWAY 94
 DG9882'MILEPOINT 77.70, 95.6 FEET SOUTHWEST OF EASTBOUND INTERSTATE HIGHWAY
 DG9882'94, 100.0 FEET SOUTHEAST OF FIBER OPTIC POST, 2.4 FEET NORTHEAST OF
 DG9882'FENCE LINE, 2.1 FEET NORTHWEST OF WITNESS POST.
 DG9882
 DG9882                          STATION RECOVERY (2005)
 DG9882
 DG9882'RECOVERY NOTE BY MN DEPT OF TRANSP 2005 (KMS)
 DG9882'RECOVERED AS DESCRIBED.
 DG9882
 DG9882                          STATION RECOVERY (2010)
 DG9882
 DG9882'RECOVERY NOTE BY MN DEPT OF TRANSP 2010 (KMS)
 DG9882'RECOVERED IN GOOD CONDITION.
 DG9882
 DG9882                          STATION RECOVERY (2013)
 DG9882
 DG9882'RECOVERY NOTE BY MN DEPT OF TRANSP 2013 (SLD)
 DG9882'4.3 MILES SOUTH OF ASHBY, 3.7 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 0.6 MILE
 DG9882'SOUTHEAST ON INTERSTATE HIGHWAY 94, AT INTERSTATE HIGHWAY 94 MILEPOINT
 DG9882'77.70, 95.6 FEET SOUTHWEST OF EASTBOUND INTERSTATE HIGHWAY 94, 100.0
 DG9882'FEET SOUTHEAST OF FIBER OPTIC POST, 2.4 FEET NORTHEAST OF FENCE LINE,
 DG9882'2.1 FEET NORTHWEST OF WITNESS POST.
 DG9882
 DG9882                          STATION RECOVERY (2015)
 DG9882
 DG9882'RECOVERY NOTE BY MN DEPT OF TRANSP 2015 (MAS)
 DG9882'RECOVERED AS DESCRIBED.
 DG9882
 DG9882                          STATION RECOVERY (2021)
 DG9882
 DG9882'RECOVERY NOTE BY MN DEPT OF TRANSP 2021 (TJD)
 DG9882'RECOVERED IN GOOD CONDITION.
 DG9882
 DG9882                          STATION RECOVERY (2024)
 DG9882
 DG9882'RECOVERY NOTE BY MN DEPT OF TRANSP 2024 (LAG)
 DG9882'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DP4294 ***********************************************************************
 DP4294  DESIGNATION -  2680 K RESET
 DP4294  PID         -  DP4294
 DP4294  STATE/COUNTY-  MN/GRANT
 DP4294  COUNTRY     -  US
 DP4294  USGS QUAD   -  ASHBY (2019)
 DP4294
 DP4294                         *CURRENT SURVEY CONTROL
 DP4294  ______________________________________________________________________
 DP4294* NAD 83(2011) POSITION- 46 00 52.70190(N) 095 46 58.90534(W)   ADJUSTED
 DP4294* NAD 83(2011) ELLIP HT-   378.051 (meters)        (08/11/14)   ADJUSTED
 DP4294* NAD 83(2011) EPOCH   -  2010.00
 DP4294* NAVD 88 ORTHO HEIGHT -   404.468 (meters)     1326.99  (feet) ADJUSTED
 DP4294  ______________________________________________________________________
 DP4294  GEOID HEIGHT    -        -26.410 (meters)                     GEOID18
 DP4294  NAD 83(2011) X  -   -447,120.795 (meters)                     COMP
 DP4294  NAD 83(2011) Y  - -4,414,828.228 (meters)                     COMP
 DP4294  NAD 83(2011) Z  -  4,566,649.748 (meters)                     COMP
 DP4294  LAPLACE CORR    -          1.45  (seconds)                    DEFLEC18
 DP4294  DYNAMIC HEIGHT  -        404.463 (meters)     1326.98  (feet) COMP
 DP4294  MODELED GRAVITY -    980,591.0   (mgal)                       NAVD 88
 DP4294
 DP4294  VERT ORDER      -  SECOND    CLASS I
 DP4294
 DP4294  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DP4294  Standards:
 DP4294         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DP4294            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DP4294  -------------------------------------------------------------------
 DP4294  NETWORK    0.74   1.25           0.33   0.26   0.64     -0.22525298
 DP4294  -------------------------------------------------------------------
 DP4294  Click here for local accuracies and other accuracy information.
 DP4294
 DP4294.The horizontal coordinates were established by GPS observations
 DP4294.and adjusted by the MN DEPT OF TRANSP in August 2014.
 DP4294
 DP4294.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DP4294.been affixed to the stable North American tectonic plate. See 
 DP4294.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DP4294
 DP4294.The horizontal coordinates are valid at the epoch date displayed above
 DP4294.which is a decimal equivalence of Year/Month/Day.
 DP4294
 DP4294.The orthometric height was determined by differential leveling and
 DP4294.adjusted by the NATIONAL GEODETIC SURVEY
 DP4294.in August 2019.
 DP4294
 DP4294.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP4294.GEOID18 height accuracy estimate available here.
 DP4294
 DP4294.Click photographs - Photos may exist for this station.
 DP4294
 DP4294.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DP4294
 DP4294.The Laplace correction was computed from DEFLEC18 derived deflections.
 DP4294
 DP4294.The ellipsoidal height was determined by GPS observations
 DP4294.and is referenced to NAD 83.
 DP4294
 DP4294.The dynamic height is computed by dividing the NAVD 88
 DP4294.geopotential number by the normal gravity value computed on the
 DP4294.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP4294.degrees latitude (g = 980.6199 gals.).
 DP4294
 DP4294.The modeled gravity was interpolated from observed gravity values.
 DP4294
 DP4294. The following values were computed from the NAD 83(2011) position.
 DP4294
 DP4294;                    North         East     Units Scale Factor Converg.
 DP4294;SPC MN C     -   213,921.904   681,292.643   MT  0.99993756   -1 06 32.3
 DP4294;SPC MN C     -   701,842.11  2,235,207.61   sFT  0.99993756   -1 06 32.3
 DP4294;UTM  15      - 5,099,440.158   284,563.342   MT  1.00017060   -2 00 11.5
 DP4294
 DP4294!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DP4294!SPC MN C     -   0.99994074  x   0.99993756  =   0.99987830
 DP4294!UTM  15      -   0.99994074  x   1.00017060  =   1.00011133
 DP4294
 DP4294_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTL8456399440(NAD 83)
 DP4294
 DP4294                          SUPERSEDED SURVEY CONTROL
 DP4294
 DP4294  NAVD 88 (02/13/18)  404.459  (m)         1326.96   (f) SUPERSEDED  2 1
 DP4294  NAVD 88 (08/11/14)  404.45   (m)  GEOID12A model used  GPS OBS        
 DP4294
 DP4294.Superseded values are not recommended for survey control.
 DP4294
 DP4294.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DP4294.See file dsdata.pdf to determine how the superseded data were derived.
 DP4294
 DP4294_MARKER: I = METAL ROD
 DP4294_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DP4294_STAMPING: 2680 K RESET 2004 2009
 DP4294_MARK LOGO: MNDT
 DP4294_PROJECTION: RECESSED 5 CENTIMETERS
 DP4294_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DP4294_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DP4294_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP4294+SATELLITE: SATELLITE OBSERVATIONS - July 22, 2024
 DP4294_ROD/PIPE-DEPTH: 6.1 meters
 DP4294
 DP4294  HISTORY     - Date     Condition        Report By
 DP4294  HISTORY     - 20090721 MONUMENTED       MNDT
 DP4294  HISTORY     - 20130603 GOOD             MNDT
 DP4294  HISTORY     - 20150701 GOOD             MNDT
 DP4294  HISTORY     - 20210622 GOOD             MNDT
 DP4294  HISTORY     - 20240722 GOOD             MNDT
 DP4294
 DP4294                          STATION DESCRIPTION
 DP4294
 DP4294'DESCRIBED BY MN DEPT OF TRANSP 2013 (AXD)
 DP4294'6.0 MILES SOUTHEAST OF ASHBY, 3.7 MILES SOUTH ALONG TRUNK HIGHWAY 78
 DP4294'FROM THE JUNCTION OF TRUNK HIGHWAY 78 AND COUNTY ROAD 82 IN ASHBY,
 DP4294'THEN 2.8 MILES SOUTHEAST ALONG TRUNK HIGHWAY 94 TO TRUNK HIGHWAY 94
 DP4294'MILEPOINT 79.9, 95.0 FEET SOUTHWEST OF EASTBOUND TRUNK HIGHWAY 94, 3.0
 DP4294'FEET NORTHEAST OF FENCE LINE, 0.8 FOOT NORTHEAST OF WITNESS POST.
 DP4294
 DP4294                          STATION RECOVERY (2015)
 DP4294
 DP4294'RECOVERY NOTE BY MN DEPT OF TRANSP 2015 (MAS)
 DP4294'RECOVERED AS DESCRIBED.
 DP4294'
 DP4294'NOTE-THE STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM ROD
 DP4294'DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION REMOVABLE DISK
 DP4294'SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH PVC
 DP4294'PIPE BACK FILLED WITH WASHED SAND.
 DP4294
 DP4294                          STATION RECOVERY (2021)
 DP4294
 DP4294'RECOVERY NOTE BY MN DEPT OF TRANSP 2021 (TJD)
 DP4294'RECOVERED IN GOOD CONDITION.
 DP4294
 DP4294                          STATION RECOVERY (2024)
 DP4294
 DP4294'RECOVERY NOTE BY MN DEPT OF TRANSP 2024 (LAG)
 DP4294'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DP4295 ***********************************************************************
 DP4295  DESIGNATION -  2680 L
 DP4295  PID         -  DP4295
 DP4295  STATE/COUNTY-  MN/GRANT
 DP4295  COUNTRY     -  US
 DP4295  USGS QUAD   -  FOURMILE LAKE (2019)
 DP4295
 DP4295                         *CURRENT SURVEY CONTROL
 DP4295  ______________________________________________________________________
 DP4295* NAD 83(2011) POSITION- 46 05 58.21101(N) 095 53 39.50608(W)   ADJUSTED
 DP4295* NAD 83(2011) ELLIP HT-   362.088 (meters)        (08/11/14)   ADJUSTED
 DP4295* NAD 83(2011) EPOCH   -  2010.00
 DP4295* NAVD 88 ORTHO HEIGHT -   388.621 (meters)     1275.00  (feet) ADJUSTED
 DP4295  ______________________________________________________________________
 DP4295  GEOID HEIGHT    -        -26.533 (meters)                     GEOID18
 DP4295  NAD 83(2011) X  -   -454,995.616 (meters)                     COMP
 DP4295  NAD 83(2011) Y  - -4,407,184.105 (meters)                     COMP
 DP4295  NAD 83(2011) Z  -  4,573,184.446 (meters)                     COMP
 DP4295  LAPLACE CORR    -          0.66  (seconds)                    DEFLEC18
 DP4295  DYNAMIC HEIGHT  -        388.622 (meters)     1275.00  (feet) COMP
 DP4295  MODELED GRAVITY -    980,603.7   (mgal)                       NAVD 88
 DP4295
 DP4295  VERT ORDER      -  SECOND    CLASS I
 DP4295
 DP4295  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DP4295  Standards:
 DP4295         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DP4295            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DP4295  -------------------------------------------------------------------
 DP4295  NETWORK    0.30   0.47           0.13   0.11   0.24      0.02619199
 DP4295  -------------------------------------------------------------------
 DP4295  Click here for local accuracies and other accuracy information.
 DP4295
 DP4295.The horizontal coordinates were established by GPS observations
 DP4295.and adjusted by the MN DEPT OF TRANSP in August 2014.
 DP4295
 DP4295.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DP4295.been affixed to the stable North American tectonic plate. See 
 DP4295.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DP4295
 DP4295.The horizontal coordinates are valid at the epoch date displayed above
 DP4295.which is a decimal equivalence of Year/Month/Day.
 DP4295
 DP4295.The orthometric height was determined by differential leveling and
 DP4295.adjusted by the NATIONAL GEODETIC SURVEY
 DP4295.in August 2019.
 DP4295
 DP4295.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP4295.GEOID18 height accuracy estimate available here.
 DP4295
 DP4295.Click photographs - Photos may exist for this station.
 DP4295
 DP4295.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DP4295
 DP4295.The Laplace correction was computed from DEFLEC18 derived deflections.
 DP4295
 DP4295.The ellipsoidal height was determined by GPS observations
 DP4295.and is referenced to NAD 83.
 DP4295
 DP4295.The dynamic height is computed by dividing the NAVD 88
 DP4295.geopotential number by the normal gravity value computed on the
 DP4295.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP4295.degrees latitude (g = 980.6199 gals.).
 DP4295
 DP4295.The modeled gravity was interpolated from observed gravity values.
 DP4295
 DP4295. The following values were computed from the NAD 83(2011) position.
 DP4295
 DP4295;                    North         East     Units Scale Factor Converg.
 DP4295;SPC MN C     -   223,524.876   672,873.029   MT  0.99993042   -1 11 22.1
 DP4295;SPC MN C     -   733,347.86  2,207,584.26   sFT  0.99993042   -1 11 22.1
 DP4295;UTM  15      - 5,109,176.071   276,292.703   MT  1.00021525   -2 05 10.8
 DP4295
 DP4295!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DP4295!SPC MN C     -   0.99994324  x   0.99993042  =   0.99987366
 DP4295!UTM  15      -   0.99994324  x   1.00021525  =   1.00015848
 DP4295
 DP4295_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTM7629209176(NAD 83)
 DP4295
 DP4295|---------------------------------------------------------------------|
 DP4295| PID    Reference Object                     Distance      Geod. Az  |
 DP4295|                                                           dddmmss.s |
 DP4295| RO0588 GRANT AZ MK                         398.810 METERS 18532     |
 DP4295|---------------------------------------------------------------------|
 DP4295
 DP4295                          SUPERSEDED SURVEY CONTROL
 DP4295
 DP4295  NAVD 88 (02/13/18)  388.622  (m)         1275.00   (f) SUPERSEDED  2 1
 DP4295  NAVD 88 (08/11/14)  388.62   (m)  GEOID12A model used  GPS OBS        
 DP4295
 DP4295.Superseded values are not recommended for survey control.
 DP4295
 DP4295.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DP4295.See file dsdata.pdf to determine how the superseded data were derived.
 DP4295
 DP4295_MARKER: I = METAL ROD
 DP4295_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DP4295_STAMPING: 2680 L 2010
 DP4295_MARK LOGO: MNDT
 DP4295_PROJECTION: FLUSH
 DP4295_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DP4295_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DP4295_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP4295+SATELLITE: SATELLITE OBSERVATIONS - July 18, 2024
 DP4295_ROD/PIPE-DEPTH: 8.8 meters
 DP4295
 DP4295  HISTORY     - Date     Condition        Report By
 DP4295  HISTORY     - 20101014 MONUMENTED       MNDT
 DP4295  HISTORY     - 20130529 GOOD             MNDT
 DP4295  HISTORY     - 20150702 GOOD             MNDT
 DP4295  HISTORY     - 20210622 GOOD             MNDT
 DP4295  HISTORY     - 20240718 GOOD             MNDT
 DP4295
 DP4295                          STATION DESCRIPTION
 DP4295
 DP4295'DESCRIBED BY MN DEPT OF TRANSP 2013 (CXJ)
 DP4295'3.8 MILES WEST OF ASHBY, 5.5 MILES NORTHWEST ALONG INTERSTATE 94 FROM
 DP4295'JUNCTION OF INTERSTATE 94 AND TRUNK HIGHWAY 78, AT INTERSTATE 94
 DP4295'MILEPOINT 71.60, 87.4 FEET WEST OF EASTBOUND INTERSTATE 94, 10.4 FEET
 DP4295'EAST OF RIGHT-OF-WAY FENCE, 1.5 FEET EAST OF WITNESS POST.
 DP4295
 DP4295                          STATION RECOVERY (2015)
 DP4295
 DP4295'RECOVERY NOTE BY MN DEPT OF TRANSP 2015 (KMS)
 DP4295'RECOVERED AS DESCRIBED.
 DP4295'
 DP4295'NOTE - THE STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM
 DP4295'ROD DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION REMOVABLE
 DP4295'DISK SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH
 DP4295'PVC PIPE BACK FILLED WITH WASHED SAND.
 DP4295
 DP4295                          STATION RECOVERY (2021)
 DP4295
 DP4295'RECOVERY NOTE BY MN DEPT OF TRANSP 2021 (TJD)
 DP4295'RECOVERED IN GOOD CONDITION.
 DP4295
 DP4295                          STATION RECOVERY (2024)
 DP4295
 DP4295'RECOVERY NOTE BY MN DEPT OF TRANSP 2024 (GXG)
 DP4295'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DP4296 ***********************************************************************
 DP4296  DESIGNATION -  2680 M
 DP4296  PID         -  DP4296
 DP4296  STATE/COUNTY-  MN/GRANT
 DP4296  COUNTRY     -  US
 DP4296  USGS QUAD   -  FOURMILE LAKE (2019)
 DP4296
 DP4296                         *CURRENT SURVEY CONTROL
 DP4296  ______________________________________________________________________
 DP4296* NAD 83(2011) POSITION- 46 04 55.58297(N) 095 52 57.36900(W)   ADJUSTED
 DP4296* NAD 83(2011) ELLIP HT-   356.995 (meters)        (08/11/14)   ADJUSTED
 DP4296* NAD 83(2011) EPOCH   -  2010.00
 DP4296* NAVD 88 ORTHO HEIGHT -   383.509 (meters)     1258.23  (feet) ADJUSTED
 DP4296  ______________________________________________________________________
 DP4296  GEOID HEIGHT    -        -26.518 (meters)                     GEOID18
 DP4296  NAD 83(2011) X  -   -454,237.705 (meters)                     COMP
 DP4296  NAD 83(2011) Y  - -4,408,659.301 (meters)                     COMP
 DP4296  NAD 83(2011) Z  -  4,571,839.650 (meters)                     COMP
 DP4296  LAPLACE CORR    -          0.68  (seconds)                    DEFLEC18
 DP4296  DYNAMIC HEIGHT  -        383.508 (meters)     1258.23  (feet) COMP
 DP4296  MODELED GRAVITY -    980,602.0   (mgal)                       NAVD 88
 DP4296
 DP4296  VERT ORDER      -  SECOND    CLASS I
 DP4296
 DP4296  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DP4296  Standards:
 DP4296         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DP4296            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DP4296  -------------------------------------------------------------------
 DP4296  NETWORK    0.29   0.49           0.13   0.10   0.25     -0.07846290
 DP4296  -------------------------------------------------------------------
 DP4296  Click here for local accuracies and other accuracy information.
 DP4296
 DP4296.The horizontal coordinates were established by GPS observations
 DP4296.and adjusted by the MN DEPT OF TRANSP in August 2014.
 DP4296
 DP4296.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DP4296.been affixed to the stable North American tectonic plate. See 
 DP4296.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DP4296
 DP4296.The horizontal coordinates are valid at the epoch date displayed above
 DP4296.which is a decimal equivalence of Year/Month/Day.
 DP4296
 DP4296.The orthometric height was determined by differential leveling and
 DP4296.adjusted by the NATIONAL GEODETIC SURVEY
 DP4296.in August 2019.
 DP4296
 DP4296.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP4296.GEOID18 height accuracy estimate available here.
 DP4296
 DP4296.Click photographs - Photos may exist for this station.
 DP4296
 DP4296.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DP4296
 DP4296.The Laplace correction was computed from DEFLEC18 derived deflections.
 DP4296
 DP4296.The ellipsoidal height was determined by GPS observations
 DP4296.and is referenced to NAD 83.
 DP4296
 DP4296.The dynamic height is computed by dividing the NAVD 88
 DP4296.geopotential number by the normal gravity value computed on the
 DP4296.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP4296.degrees latitude (g = 980.6199 gals.).
 DP4296
 DP4296.The modeled gravity was interpolated from observed gravity values.
 DP4296
 DP4296. The following values were computed from the NAD 83(2011) position.
 DP4296
 DP4296;                    North         East     Units Scale Factor Converg.
 DP4296;SPC MN C     -   221,573.006   673,737.981   MT  0.99993171   -1 10 51.6
 DP4296;SPC MN C     -   726,944.10  2,210,422.03   sFT  0.99993171   -1 10 51.6
 DP4296;UTM  15      - 5,107,210.352   277,127.242   MT  1.00021067   -2 04 38.2
 DP4296
 DP4296!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DP4296!SPC MN C     -   0.99994404  x   0.99993171  =   0.99987575
 DP4296!UTM  15      -   0.99994404  x   1.00021067  =   1.00015470
 DP4296
 DP4296_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTM7712707210(NAD 83)
 DP4296
 DP4296                          SUPERSEDED SURVEY CONTROL
 DP4296
 DP4296  NAVD 88 (02/13/18)  383.504  (m)         1258.21   (f) SUPERSEDED  2 1
 DP4296  NAVD 88 (08/11/14)  383.50   (m)  GEOID12A model used  GPS OBS        
 DP4296
 DP4296.Superseded values are not recommended for survey control.
 DP4296
 DP4296.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DP4296.See file dsdata.pdf to determine how the superseded data were derived.
 DP4296
 DP4296_MARKER: I = METAL ROD
 DP4296_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DP4296_STAMPING: 2680 M 2010
 DP4296_MARK LOGO: MNDT
 DP4296_PROJECTION: FLUSH
 DP4296_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DP4296_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DP4296_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP4296+SATELLITE: SATELLITE OBSERVATIONS - July 18, 2024
 DP4296_ROD/PIPE-DEPTH: 9.1 meters
 DP4296
 DP4296  HISTORY     - Date     Condition        Report By
 DP4296  HISTORY     - 20101014 MONUMENTED       MNDT
 DP4296  HISTORY     - 20130529 GOOD             MNDT
 DP4296  HISTORY     - 20150702 GOOD             MNDT
 DP4296  HISTORY     - 20210622 GOOD             MNDT
 DP4296  HISTORY     - 20240718 GOOD             MNDT
 DP4296
 DP4296                          STATION DESCRIPTION
 DP4296
 DP4296'DESCRIBED BY MN DEPT OF TRANSP 2013 (SLD)
 DP4296'3.25 MILES WEST OF ASHBY, 4.15 MILES NORTHWEST ALONG INTERSTATE 94
 DP4296'FROM JUNCTION OF INTERSTATE 94 AND TRUNK HIGHWAY 78, AT INTERSTATE 94
 DP4296'MILEPOINT 73.0, 86.7 FEET SOUTHWEST OF EASTBOUND INTERSTATE 94, 57.1
 DP4296'FEET SOUTHWEST OF MILEPOST NUMBER 73, 12.1 FEET NORTHEAST OF
 DP4296'RIGHT-OF-WAY FENCE, 2.0 FEET NORTHEAST OF WITNESS POST.
 DP4296
 DP4296                          STATION RECOVERY (2015)
 DP4296
 DP4296'RECOVERY NOTE BY MN DEPT OF TRANSP 2015 (KMS)
 DP4296'RECOVERED AS DESCRIBED.
 DP4296'
 DP4296'NOTE-THE STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM ROD
 DP4296'DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION REMOVABLE DISK
 DP4296'SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH PVC
 DP4296'PIPE BACK FILLED WITH WASHED SAND.
 DP4296
 DP4296                          STATION RECOVERY (2021)
 DP4296
 DP4296'RECOVERY NOTE BY MN DEPT OF TRANSP 2021 (TJD)
 DP4296'RECOVERED IN GOOD CONDITION.
 DP4296
 DP4296                          STATION RECOVERY (2024)
 DP4296
 DP4296'RECOVERY NOTE BY MN DEPT OF TRANSP 2024 (GXG)
 DP4296'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DP4297 ***********************************************************************
 DP4297  DESIGNATION -  2680 N
 DP4297  PID         -  DP4297
 DP4297  STATE/COUNTY-  MN/GRANT
 DP4297  COUNTRY     -  US
 DP4297  USGS QUAD   -  ASHBY (2019)
 DP4297
 DP4297                         *CURRENT SURVEY CONTROL
 DP4297  ______________________________________________________________________
 DP4297* NAD 83(2011) POSITION- 46 04 13.96547(N) 095 51 57.11482(W)   ADJUSTED
 DP4297* NAD 83(2011) ELLIP HT-   351.116 (meters)        (08/11/14)   ADJUSTED
 DP4297* NAD 83(2011) EPOCH   -  2010.00
 DP4297* NAVD 88 ORTHO HEIGHT -   377.616 (meters)     1238.90  (feet) ADJUSTED
 DP4297  ______________________________________________________________________
 DP4297  GEOID HEIGHT    -        -26.504 (meters)                     GEOID18
 DP4297  NAD 83(2011) X  -   -453,044.003 (meters)                     COMP
 DP4297  NAD 83(2011) Y  - -4,409,708.474 (meters)                     COMP
 DP4297  NAD 83(2011) Z  -  4,570,943.981 (meters)                     COMP
 DP4297  LAPLACE CORR    -          0.68  (seconds)                    DEFLEC18
 DP4297  DYNAMIC HEIGHT  -        377.614 (meters)     1238.89  (feet) COMP
 DP4297  MODELED GRAVITY -    980,600.6   (mgal)                       NAVD 88
 DP4297
 DP4297  VERT ORDER      -  SECOND    CLASS I
 DP4297
 DP4297  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DP4297  Standards:
 DP4297         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DP4297            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DP4297  -------------------------------------------------------------------
 DP4297  NETWORK    0.29   0.43           0.13   0.10   0.22     -0.06520134
 DP4297  -------------------------------------------------------------------
 DP4297  Click here for local accuracies and other accuracy information.
 DP4297
 DP4297.The horizontal coordinates were established by GPS observations
 DP4297.and adjusted by the MN DEPT OF TRANSP in August 2014.
 DP4297
 DP4297.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DP4297.been affixed to the stable North American tectonic plate. See 
 DP4297.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DP4297
 DP4297.The horizontal coordinates are valid at the epoch date displayed above
 DP4297.which is a decimal equivalence of Year/Month/Day.
 DP4297
 DP4297.The orthometric height was determined by differential leveling and
 DP4297.adjusted by the NATIONAL GEODETIC SURVEY
 DP4297.in August 2019.
 DP4297
 DP4297.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP4297.GEOID18 height accuracy estimate available here.
 DP4297
 DP4297.Click photographs - Photos may exist for this station.
 DP4297
 DP4297.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DP4297
 DP4297.The Laplace correction was computed from DEFLEC18 derived deflections.
 DP4297
 DP4297.The ellipsoidal height was determined by GPS observations
 DP4297.and is referenced to NAD 83.
 DP4297
 DP4297.The dynamic height is computed by dividing the NAVD 88
 DP4297.geopotential number by the normal gravity value computed on the
 DP4297.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP4297.degrees latitude (g = 980.6199 gals.).
 DP4297
 DP4297.The modeled gravity was interpolated from observed gravity values.
 DP4297
 DP4297. The following values were computed from the NAD 83(2011) position.
 DP4297
 DP4297;                    North         East     Units Scale Factor Converg.
 DP4297;SPC MN C     -   220,261.843   675,006.014   MT  0.99993262   -1 10 08.0
 DP4297;SPC MN C     -   722,642.40  2,214,582.23   sFT  0.99993262   -1 10 08.0
 DP4297;UTM  15      - 5,105,879.152   278,374.958   MT  1.00020385   -2 03 53.3
 DP4297
 DP4297!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DP4297!SPC MN C     -   0.99994496  x   0.99993262  =   0.99987758
 DP4297!UTM  15      -   0.99994496  x   1.00020385  =   1.00014880
 DP4297
 DP4297:                Primary Azimuth Mark                     Grid Az
 DP4297:SPC MN C     -  2680 D                                   133 13 07.9
 DP4297:UTM  15      -  2680 D                                   134 06 53.2
 DP4297
 DP4297_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTM7837405879(NAD 83)
 DP4297
 DP4297|---------------------------------------------------------------------|
 DP4297| PID    Reference Object                     Distance      Geod. Az  |
 DP4297|                                                           dddmmss.s |
 DP4297| RO0580 2680 D                              APPROX. 1.0 KM 1320259.9 |
 DP4297|---------------------------------------------------------------------|
 DP4297
 DP4297                          SUPERSEDED SURVEY CONTROL
 DP4297
 DP4297  NAVD 88 (02/13/18)  377.606  (m)         1238.86   (f) SUPERSEDED  2 1
 DP4297  NAVD 88 (08/11/14)  377.61   (m)  GEOID12A model used  GPS OBS        
 DP4297
 DP4297.Superseded values are not recommended for survey control.
 DP4297
 DP4297.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DP4297.See file dsdata.pdf to determine how the superseded data were derived.
 DP4297
 DP4297_MARKER: I = METAL ROD
 DP4297_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DP4297_STAMPING: 2680 N 2010
 DP4297_MARK LOGO: MNDT
 DP4297_PROJECTION: FLUSH
 DP4297_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DP4297_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DP4297_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP4297+SATELLITE: SATELLITE OBSERVATIONS - July 22, 2024
 DP4297_ROD/PIPE-DEPTH: 7.6 meters
 DP4297
 DP4297  HISTORY     - Date     Condition        Report By
 DP4297  HISTORY     - 20101014 MONUMENTED       MNDT
 DP4297  HISTORY     - 20130529 GOOD             MNDT
 DP4297  HISTORY     - 20150702 GOOD             MNDT
 DP4297  HISTORY     - 20240722 GOOD             MNDT
 DP4297
 DP4297                          STATION DESCRIPTION
 DP4297
 DP4297'DESCRIBED BY MN DEPT OF TRANSP 2013 (WFS)
 DP4297'2.9 MILES SOUTHWEST OF ASHBY, 3.0 MILES NORTHWEST ALONG INTERSTATE 94
 DP4297'FROM JUNCTION OF INTERSTATE 94 AND TRUNK HIGHWAY 78, AT INTERSTATE 94
 DP4297'MILEPOINT 74.15, 83.9 FEET SOUTHWEST OF EASTBOUND INTERSTATE 94, 36.0
 DP4297'FEET NORTHEAST OF RIGHT-OF-WAY FENCE, 2.0 FEET NORTHEAST OF WITNESS
 DP4297'POST.
 DP4297
 DP4297                          STATION RECOVERY (2015)
 DP4297
 DP4297'RECOVERY NOTE BY MN DEPT OF TRANSP 2015 (KMS)
 DP4297'RECOVERED AS DESCRIBED.
 DP4297'
 DP4297'NOTE-THE STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM ROD
 DP4297'DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION REMOVABLE DISK
 DP4297'SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH PVC
 DP4297'PIPE BACK FILLED WITH WASHED SAND.
 DP4297
 DP4297                          STATION RECOVERY (2024)
 DP4297
 DP4297'RECOVERY NOTE BY MN DEPT OF TRANSP 2024 (GXG)
 DP4297'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DQ2690 ***********************************************************************
 DQ2690  DESIGNATION -  2680 P
 DQ2690  PID         -  DQ2690
 DQ2690  STATE/COUNTY-  MN/GRANT
 DQ2690  COUNTRY     -  US
 DQ2690  USGS QUAD   -  ASHBY (2019)
 DQ2690
 DQ2690                         *CURRENT SURVEY CONTROL
 DQ2690  ______________________________________________________________________
 DQ2690* NAD 83(2011) POSITION- 46 02 25.79451(N) 095 50 34.89748(W)   ADJUSTED
 DQ2690* NAD 83(2011) ELLIP HT-   364.392 (meters)        (05/05/25)   ADJUSTED
 DQ2690* NAD 83(2011) EPOCH   -  2010.00
 DQ2690* NAVD 88 ORTHO HEIGHT -   390.848 (meters)     1282.31  (feet) ADJUSTED
 DQ2690  ______________________________________________________________________
 DQ2690  GEOID HEIGHT    -        -26.468 (meters)                     GEOID18
 DQ2690  NAD 83(2011) X  -   -451,532.015 (meters)                     COMP
 DQ2690  NAD 83(2011) Y  - -4,412,290.248 (meters)                     COMP
 DQ2690  NAD 83(2011) Z  -  4,568,635.684 (meters)                     COMP
 DQ2690  LAPLACE CORR    -          0.64  (seconds)                    DEFLEC18
 DQ2690  DYNAMIC HEIGHT  -        390.845 (meters)     1282.30  (feet) COMP
 DQ2690  MODELED GRAVITY -    980,596.9   (mgal)                       NAVD 88
 DQ2690
 DQ2690  VERT ORDER      -  SECOND    CLASS I
 DQ2690
 DQ2690  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DQ2690  Standards:
 DQ2690         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DQ2690            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DQ2690  -------------------------------------------------------------------
 DQ2690  NETWORK    0.25   0.41           0.11   0.09   0.21     -0.05246673
 DQ2690  -------------------------------------------------------------------
 DQ2690  Click here for local accuracies and other accuracy information.
 DQ2690
 DQ2690.The horizontal coordinates were established by GPS observations
 DQ2690.and adjusted by the MN DEPT OF TRANSP in May 2025.
 DQ2690
 DQ2690.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DQ2690.been affixed to the stable North American tectonic plate. See 
 DQ2690.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DQ2690
 DQ2690.The horizontal coordinates are valid at the epoch date displayed above
 DQ2690.which is a decimal equivalence of Year/Month/Day.
 DQ2690
 DQ2690.The orthometric height was determined by differential leveling and
 DQ2690.adjusted by the NATIONAL GEODETIC SURVEY
 DQ2690.in August 2019.
 DQ2690
 DQ2690.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ2690.GEOID18 height accuracy estimate available here.
 DQ2690
 DQ2690.Click photographs - Photos may exist for this station.
 DQ2690
 DQ2690.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DQ2690
 DQ2690.The Laplace correction was computed from DEFLEC18 derived deflections.
 DQ2690
 DQ2690.The ellipsoidal height was determined by GPS observations
 DQ2690.and is referenced to NAD 83.
 DQ2690
 DQ2690.The dynamic height is computed by dividing the NAVD 88
 DQ2690.geopotential number by the normal gravity value computed on the
 DQ2690.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ2690.degrees latitude (g = 980.6199 gals.).
 DQ2690
 DQ2690.The modeled gravity was interpolated from observed gravity values.
 DQ2690
 DQ2690. The following values were computed from the NAD 83(2011) position.
 DQ2690
 DQ2690;                    North         East     Units Scale Factor Converg.
 DQ2690;SPC MN C     -   216,887.103   676,705.237   MT  0.99993516   -1 09 08.6
 DQ2690;SPC MN C     -   711,570.44  2,220,157.10   sFT  0.99993516   -1 09 08.6
 DQ2690;UTM  15      - 5,102,477.366   280,021.672   MT  1.00019492   -2 02 50.3
 DQ2690
 DQ2690!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DQ2690!SPC MN C     -   0.99994288  x   0.99993516  =   0.99987804
 DQ2690!UTM  15      -   0.99994288  x   1.00019492  =   1.00013779
 DQ2690
 DQ2690_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTM8002102477(NAD 83)
 DQ2690
 DQ2690                          SUPERSEDED SURVEY CONTROL
 DQ2690
 DQ2690  NAVD 88 (02/13/18)  390.834  (m)         1282.26   (f) SUPERSEDED  2 1
 DQ2690
 DQ2690.Superseded values are not recommended for survey control.
 DQ2690
 DQ2690.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DQ2690.See file dsdata.pdf to determine how the superseded data were derived.
 DQ2690
 DQ2690_MARKER: I = METAL ROD
 DQ2690_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DQ2690_STAMPING: 2680 P 2010
 DQ2690_MARK LOGO: MNDT
 DQ2690_PROJECTION: FLUSH
 DQ2690_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DQ2690_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ2690_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ2690+SATELLITE: SATELLITE OBSERVATIONS - July 24, 2024
 DQ2690_ROD/PIPE-DEPTH: 7.6 meters
 DQ2690
 DQ2690  HISTORY     - Date     Condition        Report By
 DQ2690  HISTORY     - 20101014 MONUMENTED       MNDT
 DQ2690  HISTORY     - 20150702 GOOD             MNDT
 DQ2690  HISTORY     - 20240724 GOOD             MNDT
 DQ2690
 DQ2690                          STATION DESCRIPTION
 DQ2690
 DQ2690'DESCRIBED BY MN DEPT OF TRANSP 2015 (MAS)
 DQ2690'THE MARK IS LOCATED ABOUT 3.8 MI (6.1 KM) SOUTH-SOUTHWEST OF ASHBY.
 DQ2690'
 DQ2690'TO REACH THE MARK GO 0.65 MI (1.05 KM) NORTHWEST ALONG INTERSTATE
 DQ2690'HIGHWAY 94 FROM THE JUNCTION OF INTERSTATE HIGHWAY 94 AND TRUNK
 DQ2690'HIGHWAY 78 (JUNCTION IS 4.0 MI (6.4 KM) SOUTH OF ASHBY), AT INTERSTATE
 DQ2690'HIGHWAY 94 MILE POINT 76.50.
 DQ2690'
 DQ2690'THE MARK IS LOCATED 95.4 FT (29.1 M) SOUTHWEST OF EASTBOUND INTERSTATE
 DQ2690'HIGHWAY 94, 4.1 FT (1.2 M) NORTHEAST OF RIGHT-OF-WAY FENCE, 3.6 FT
 DQ2690'(1.1 M) NORTHEAST OF A WITNESS POST.
 DQ2690'
 DQ2690'NOTE-THE STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM ROD
 DQ2690'DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION REMOVABLE DISK
 DQ2690'SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH PVC
 DQ2690'PIPE BACK FILLED WITH WASHED SAND.
 DQ2690
 DQ2690                          STATION RECOVERY (2024)
 DQ2690
 DQ2690'RECOVERY NOTE BY MN DEPT OF TRANSP 2024 (GXG)
 DQ2690'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DQ2689 ***********************************************************************
 DQ2689  DESIGNATION -  2680 Q
 DQ2689  PID         -  DQ2689
 DQ2689  STATE/COUNTY-  MN/GRANT
 DQ2689  COUNTRY     -  US
 DQ2689  USGS QUAD   -  ASHBY (2019)
 DQ2689
 DQ2689                         *CURRENT SURVEY CONTROL
 DQ2689  ______________________________________________________________________
 DQ2689* NAD 83(2011) POSITION- 46 02 09.71959(N) 095 50 00.72056(W)   ADJUSTED
 DQ2689* NAD 83(2011) ELLIP HT-   362.237 (meters)        (05/05/25)   ADJUSTED
 DQ2689* NAD 83(2011) EPOCH   -  2010.00
 DQ2689* NAVD 88 ORTHO HEIGHT -   388.689 (meters)     1275.22  (feet) ADJUSTED
 DQ2689  ______________________________________________________________________
 DQ2689  GEOID HEIGHT    -        -26.461 (meters)                     GEOID18
 DQ2689  NAD 83(2011) X  -   -450,837.078 (meters)                     COMP
 DQ2689  NAD 83(2011) Y  - -4,412,718.940 (meters)                     COMP
 DQ2689  NAD 83(2011) Z  -  4,568,289.577 (meters)                     COMP
 DQ2689  LAPLACE CORR    -          0.67  (seconds)                    DEFLEC18
 DQ2689  DYNAMIC HEIGHT  -        388.686 (meters)     1275.21  (feet) COMP
 DQ2689  MODELED GRAVITY -    980,596.1   (mgal)                       NAVD 88
 DQ2689
 DQ2689  VERT ORDER      -  SECOND    CLASS I
 DQ2689
 DQ2689  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DQ2689  Standards:
 DQ2689         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DQ2689            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DQ2689  -------------------------------------------------------------------
 DQ2689  NETWORK    0.62   1.06           0.28   0.22   0.54     -0.11737323
 DQ2689  -------------------------------------------------------------------
 DQ2689  Click here for local accuracies and other accuracy information.
 DQ2689
 DQ2689.The horizontal coordinates were established by GPS observations
 DQ2689.and adjusted by the MN DEPT OF TRANSP in May 2025.
 DQ2689
 DQ2689.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DQ2689.been affixed to the stable North American tectonic plate. See 
 DQ2689.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DQ2689
 DQ2689.The horizontal coordinates are valid at the epoch date displayed above
 DQ2689.which is a decimal equivalence of Year/Month/Day.
 DQ2689
 DQ2689.The orthometric height was determined by differential leveling and
 DQ2689.adjusted by the NATIONAL GEODETIC SURVEY
 DQ2689.in August 2019.
 DQ2689
 DQ2689.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ2689.GEOID18 height accuracy estimate available here.
 DQ2689
 DQ2689.Click photographs - Photos may exist for this station.
 DQ2689
 DQ2689.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DQ2689
 DQ2689.The Laplace correction was computed from DEFLEC18 derived deflections.
 DQ2689
 DQ2689.The ellipsoidal height was determined by GPS observations
 DQ2689.and is referenced to NAD 83.
 DQ2689
 DQ2689.The dynamic height is computed by dividing the NAVD 88
 DQ2689.geopotential number by the normal gravity value computed on the
 DQ2689.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ2689.degrees latitude (g = 980.6199 gals.).
 DQ2689
 DQ2689.The modeled gravity was interpolated from observed gravity values.
 DQ2689
 DQ2689. The following values were computed from the NAD 83(2011) position.
 DQ2689
 DQ2689;                    North         East     Units Scale Factor Converg.
 DQ2689;SPC MN C     -   216,376.177   677,429.988   MT  0.99993556   -1 08 43.8
 DQ2689;SPC MN C     -   709,894.17  2,222,534.89   sFT  0.99993556   -1 08 43.8
 DQ2689;UTM  15      - 5,101,955.049   280,738.539   MT  1.00019104   -2 02 25.2
 DQ2689
 DQ2689!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DQ2689!SPC MN C     -   0.99994322  x   0.99993556  =   0.99987878
 DQ2689!UTM  15      -   0.99994322  x   1.00019104  =   1.00013425
 DQ2689
 DQ2689_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTM8073801955(NAD 83)
 DQ2689
 DQ2689                          SUPERSEDED SURVEY CONTROL
 DQ2689
 DQ2689  NAVD 88 (02/13/18)  388.674  (m)         1275.17   (f) SUPERSEDED  2 1
 DQ2689
 DQ2689.Superseded values are not recommended for survey control.
 DQ2689
 DQ2689.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DQ2689.See file dsdata.pdf to determine how the superseded data were derived.
 DQ2689
 DQ2689_MARKER: I = METAL ROD
 DQ2689_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DQ2689_STAMPING: 2680 Q 2015
 DQ2689_MARK LOGO: MNDT
 DQ2689_PROJECTION: RECESSED 5 CENTIMETERS
 DQ2689_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DQ2689_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ2689_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ2689+SATELLITE: SATELLITE OBSERVATIONS - July 22, 2024
 DQ2689_ROD/PIPE-DEPTH: 5.8 meters
 DQ2689
 DQ2689  HISTORY     - Date     Condition        Report By
 DQ2689  HISTORY     - 20151014 MONUMENTED       MNDT
 DQ2689  HISTORY     - 20240722 GOOD             MNDT
 DQ2689
 DQ2689                          STATION DESCRIPTION
 DQ2689
 DQ2689'DESCRIBED BY MN DEPT OF TRANSP 2015
 DQ2689'THE MARK IS LOCATED ABOUT 4.0 MI (6.4 KM) SOUTH OF ASHBY.
 DQ2689'
 DQ2689'TO REACH THE MARK GO 0.05 MI (0.08 KM) NORTHWEST ALONG INTERSTATE
 DQ2689'HIGHWAY 94 FROM THE JUNCTION OF INTERSTATE HIGHWAY 94 AND TRUNK
 DQ2689'HIGHWAY 78 (JUNCTION IS 4.0 MI (6.4 KM) SOUTH OF ASHBY), AT INTERSTATE
 DQ2689'HIGHWAY 94 MILE POINT 77.1.
 DQ2689'
 DQ2689'THE MARK IS LOCATED 97.5 FT (29.7 M) SOUTHWEST OF EASTBOUND INTERSTATE
 DQ2689'HIGHWAY 94, 91.5 FT (27.9 M) EAST OF RAMP FROM EASTBOUND INTERSTATE
 DQ2689'HIGHWAY 94 TO TRUNK HIGHWAY 78, 1.5 FT (0.5 M) NORTHEAST OF A WITNESS
 DQ2689'POST.
 DQ2689
 DQ2689                          STATION RECOVERY (2024)
 DQ2689
 DQ2689'RECOVERY NOTE BY MN DEPT OF TRANSP 2024 (LAG)
 DQ2689'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DQ2691 ***********************************************************************
 DQ2691  DESIGNATION -  2680 R
 DQ2691  PID         -  DQ2691
 DQ2691  STATE/COUNTY-  MN/GRANT
 DQ2691  COUNTRY     -  US
 DQ2691  USGS QUAD   -  ASHBY (2019)
 DQ2691
 DQ2691                         *CURRENT SURVEY CONTROL
 DQ2691  ______________________________________________________________________
 DQ2691* NAD 83(2011) POSITION- 46 03 58.89148(N) 095 51 30.26375(W)   ADJUSTED
 DQ2691* NAD 83(2011) ELLIP HT-   361.354 (meters)        (05/05/25)   ADJUSTED
 DQ2691* NAD 83(2011) EPOCH   -  2010.00
 DQ2691* NAVD 88 ORTHO HEIGHT -   387.838 (meters)     1272.43  (feet) ADJUSTED
 DQ2691  ______________________________________________________________________
 DQ2691  GEOID HEIGHT    -        -26.498 (meters)                     GEOID18
 DQ2691  NAD 83(2011) X  -   -452,504.893 (meters)                     COMP
 DQ2691  NAD 83(2011) Y  - -4,410,107.928 (meters)                     COMP
 DQ2691  NAD 83(2011) Z  -  4,570,628.428 (meters)                     COMP
 DQ2691  LAPLACE CORR    -          0.64  (seconds)                    DEFLEC18
 DQ2691  DYNAMIC HEIGHT  -        387.836 (meters)     1272.43  (feet) COMP
 DQ2691  MODELED GRAVITY -    980,600.0   (mgal)                       NAVD 88
 DQ2691
 DQ2691  VERT ORDER      -  SECOND    CLASS I
 DQ2691
 DQ2691  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DQ2691  Standards:
 DQ2691         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DQ2691            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DQ2691  -------------------------------------------------------------------
 DQ2691  NETWORK    0.30   0.53           0.14   0.10   0.27     -0.03939831
 DQ2691  -------------------------------------------------------------------
 DQ2691  Click here for local accuracies and other accuracy information.
 DQ2691
 DQ2691.The horizontal coordinates were established by GPS observations
 DQ2691.and adjusted by the MN DEPT OF TRANSP in May 2025.
 DQ2691
 DQ2691.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DQ2691.been affixed to the stable North American tectonic plate. See 
 DQ2691.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DQ2691
 DQ2691.The horizontal coordinates are valid at the epoch date displayed above
 DQ2691.which is a decimal equivalence of Year/Month/Day.
 DQ2691
 DQ2691.The orthometric height was determined by differential leveling and
 DQ2691.adjusted by the NATIONAL GEODETIC SURVEY
 DQ2691.in August 2019.
 DQ2691
 DQ2691.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ2691.GEOID18 height accuracy estimate available here.
 DQ2691
 DQ2691.Click photographs - Photos may exist for this station.
 DQ2691
 DQ2691.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DQ2691
 DQ2691.The Laplace correction was computed from DEFLEC18 derived deflections.
 DQ2691
 DQ2691.The ellipsoidal height was determined by GPS observations
 DQ2691.and is referenced to NAD 83.
 DQ2691
 DQ2691.The dynamic height is computed by dividing the NAVD 88
 DQ2691.geopotential number by the normal gravity value computed on the
 DQ2691.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ2691.degrees latitude (g = 980.6199 gals.).
 DQ2691
 DQ2691.The modeled gravity was interpolated from observed gravity values.
 DQ2691
 DQ2691. The following values were computed from the NAD 83(2011) position.
 DQ2691
 DQ2691;                    North         East     Units Scale Factor Converg.
 DQ2691;SPC MN C     -   219,784.807   675,573.441   MT  0.99993295   -1 09 48.6
 DQ2691;SPC MN C     -   721,077.32  2,216,443.86   sFT  0.99993295   -1 09 48.6
 DQ2691;UTM  15      - 5,105,393.171   278,935.008   MT  1.00020080   -2 03 33.5
 DQ2691
 DQ2691!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DQ2691!SPC MN C     -   0.99994335  x   0.99993295  =   0.99987631
 DQ2691!UTM  15      -   0.99994335  x   1.00020080  =   1.00014414
 DQ2691
 DQ2691_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTM7893505393(NAD 83)
 DQ2691
 DQ2691                          SUPERSEDED SURVEY CONTROL
 DQ2691
 DQ2691  NAVD 88 (02/13/18)  387.826  (m)         1272.39   (f) SUPERSEDED  2 1
 DQ2691
 DQ2691.Superseded values are not recommended for survey control.
 DQ2691
 DQ2691.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DQ2691.See file dsdata.pdf to determine how the superseded data were derived.
 DQ2691
 DQ2691_MARKER: F = FLANGE-ENCASED ROD
 DQ2691_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DQ2691_STAMPING: 2680 R 2015
 DQ2691_MARK LOGO: MNDT
 DQ2691_PROJECTION: RECESSED 5 CENTIMETERS
 DQ2691_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DQ2691_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ2691_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ2691+SATELLITE: SATELLITE OBSERVATIONS - July 18, 2024
 DQ2691_ROD/PIPE-DEPTH: 8.5 meters
 DQ2691
 DQ2691  HISTORY     - Date     Condition        Report By
 DQ2691  HISTORY     - 20151014 MONUMENTED       MNDT
 DQ2691  HISTORY     - 20240718 GOOD             MNDT
 DQ2691
 DQ2691                          STATION DESCRIPTION
 DQ2691
 DQ2691'DESCRIBED BY MN DEPT OF TRANSP 2015
 DQ2691'THE MARK IS LOCATED ABOUT 2.7 MI (4.3 KM) SOUTHWEST OF ASHBY.
 DQ2691'
 DQ2691'TO REACH THE MARK GO 2.6 MI (4.2 KM) NORTHWEST ALONG INTERSTATE
 DQ2691'HIGHWAY 94 FROM THE JUNCTION OF INTERSTATE HIGHWAY 94 AND TRUNK
 DQ2691'HIGHWAY 78 (JUNCTION IS 4.0 MI (6.4 KM) SOUTH OF ASHBY), AT INTERSTATE
 DQ2691'HIGHWAY 94 MILE POINT 74.6.
 DQ2691'
 DQ2691'THE MARK IS LOCATED 94.6 FT (28.8 M) NORTHEAST OF WESTBOUND INTERSTATE
 DQ2691'HIGHWAY 94, 5.1 FT (1.6 M) SOUTHWEST OF RIGHT-OF-WAY, 1.5 FT (0.5 M)
 DQ2691'SOUTHWEST OF A WITNESS POST.
 DQ2691'
 DQ2691'NOTE-THE STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM ROD
 DQ2691'DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION REMOVABLE DISK
 DQ2691'SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH PVC
 DQ2691'PIPE BACK FILLED WITH WASHED SAND.
 DQ2691
 DQ2691                          STATION RECOVERY (2024)
 DQ2691
 DQ2691'RECOVERY NOTE BY MN DEPT OF TRANSP 2024 (GXG)
 DQ2691'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DQ2692 ***********************************************************************
 DQ2692  DESIGNATION -  2680 S
 DQ2692  PID         -  DQ2692
 DQ2692  STATE/COUNTY-  MN/GRANT
 DQ2692  COUNTRY     -  US
 DQ2692  USGS QUAD   -  FOURMILE LAKE (2019)
 DQ2692
 DQ2692                         *CURRENT SURVEY CONTROL
 DQ2692  ______________________________________________________________________
 DQ2692* NAD 83(2011) POSITION- 46 04 40.81501(N) 095 52 31.23317(W)   ADJUSTED
 DQ2692* NAD 83(2011) ELLIP HT-   344.319 (meters)        (05/05/25)   ADJUSTED
 DQ2692* NAD 83(2011) EPOCH   -  2010.00
 DQ2692* NAVD 88 ORTHO HEIGHT -   370.837 (meters)     1216.65  (feet) ADJUSTED
 DQ2692  ______________________________________________________________________
 DQ2692  GEOID HEIGHT    -        -26.513 (meters)                     GEOID18
 DQ2692  NAD 83(2011) X  -   -453,711.803 (meters)                     COMP
 DQ2692  NAD 83(2011) Y  - -4,409,034.810 (meters)                     COMP
 DQ2692  NAD 83(2011) Z  -  4,571,514.215 (meters)                     COMP
 DQ2692  LAPLACE CORR    -          0.71  (seconds)                    DEFLEC18
 DQ2692  DYNAMIC HEIGHT  -        370.836 (meters)     1216.65  (feet) COMP
 DQ2692  MODELED GRAVITY -    980,601.5   (mgal)                       NAVD 88
 DQ2692
 DQ2692  VERT ORDER      -  SECOND    CLASS I
 DQ2692
 DQ2692  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DQ2692  Standards:
 DQ2692         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DQ2692            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DQ2692  -------------------------------------------------------------------
 DQ2692  NETWORK    0.31   0.55           0.14   0.11   0.28     -0.03444701
 DQ2692  -------------------------------------------------------------------
 DQ2692  Click here for local accuracies and other accuracy information.
 DQ2692
 DQ2692.The horizontal coordinates were established by GPS observations
 DQ2692.and adjusted by the MN DEPT OF TRANSP in May 2025.
 DQ2692
 DQ2692.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DQ2692.been affixed to the stable North American tectonic plate. See 
 DQ2692.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DQ2692
 DQ2692.The horizontal coordinates are valid at the epoch date displayed above
 DQ2692.which is a decimal equivalence of Year/Month/Day.
 DQ2692
 DQ2692.The orthometric height was determined by differential leveling and
 DQ2692.adjusted by the NATIONAL GEODETIC SURVEY
 DQ2692.in August 2019.
 DQ2692
 DQ2692.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ2692.GEOID18 height accuracy estimate available here.
 DQ2692
 DQ2692.Click photographs - Photos may exist for this station.
 DQ2692
 DQ2692.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DQ2692
 DQ2692.The Laplace correction was computed from DEFLEC18 derived deflections.
 DQ2692
 DQ2692.The ellipsoidal height was determined by GPS observations
 DQ2692.and is referenced to NAD 83.
 DQ2692
 DQ2692.The dynamic height is computed by dividing the NAVD 88
 DQ2692.geopotential number by the normal gravity value computed on the
 DQ2692.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ2692.degrees latitude (g = 980.6199 gals.).
 DQ2692
 DQ2692.The modeled gravity was interpolated from observed gravity values.
 DQ2692
 DQ2692. The following values were computed from the NAD 83(2011) position.
 DQ2692
 DQ2692;                    North         East     Units Scale Factor Converg.
 DQ2692;SPC MN C     -   221,105.613   674,290.016   MT  0.99993203   -1 10 32.7
 DQ2692;SPC MN C     -   725,410.67  2,212,233.16   sFT  0.99993203   -1 10 32.7
 DQ2692;UTM  15      - 5,106,734.249   277,672.050   MT  1.00020769   -2 04 18.9
 DQ2692
 DQ2692!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DQ2692!SPC MN C     -   0.99994603  x   0.99993203  =   0.99987806
 DQ2692!UTM  15      -   0.99994603  x   1.00020769  =   1.00015370
 DQ2692
 DQ2692_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTM7767206734(NAD 83)
 DQ2692
 DQ2692                          SUPERSEDED SURVEY CONTROL
 DQ2692
 DQ2692  NAVD 88 (02/13/18)  370.830  (m)         1216.63   (f) SUPERSEDED  2 1
 DQ2692
 DQ2692.Superseded values are not recommended for survey control.
 DQ2692
 DQ2692.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DQ2692.See file dsdata.pdf to determine how the superseded data were derived.
 DQ2692
 DQ2692_MARKER: F = FLANGE-ENCASED ROD
 DQ2692_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DQ2692_STAMPING: 2680 S 2015
 DQ2692_MARK LOGO: MNDT
 DQ2692_PROJECTION: RECESSED 5 CENTIMETERS
 DQ2692_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DQ2692_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ2692_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ2692+SATELLITE: SATELLITE OBSERVATIONS - July 18, 2024
 DQ2692_ROD/PIPE-DEPTH: 7.0 meters
 DQ2692
 DQ2692  HISTORY     - Date     Condition        Report By
 DQ2692  HISTORY     - 20151014 MONUMENTED       MNDT
 DQ2692  HISTORY     - 20240718 GOOD             MNDT
 DQ2692
 DQ2692                          STATION DESCRIPTION
 DQ2692
 DQ2692'DESCRIBED BY MN DEPT OF TRANSP 2015
 DQ2692'THE MARK IS LOCATED ABOUT 3.0 MI (4.8 KM) WEST-SOUTHWEST OF ASHBY.
 DQ2692'
 DQ2692'TO REACH THE MARK GO 3.75 MI (6.03 KM) NORTHWEST ALONG INTERSTATE
 DQ2692'HIGHWAY 94 FROM THE JUNCTION OF INTERSTATE HIGHWAY 94 AND TRUNK
 DQ2692'HIGHWAY 78 (JUNCTION IS 4.0 MI (6.4 KM) SOUTH OF ASHBY), AT INTERSTATE
 DQ2692'HIGHWAY 94 MILE POINT 73.45.
 DQ2692'
 DQ2692'THE MARK IS LOCATED 67.4 FT (20.5 M) NORTHEAST OF WESTBOUND INTERSTATE
 DQ2692'HIGHWAY 94, 34.0 FT (10.4 M) SOUTHWEST OF RIGHT-OF-WAY FENCE, 1.5 FT
 DQ2692'(0.5 M) SOUTHWEST OF A WITNESS POST.
 DQ2692'
 DQ2692'NOTE-THE STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM ROD
 DQ2692'DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION REMOVABLE DISK
 DQ2692'SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH PVC
 DQ2692'PIPE BACK FILLED WITH WASHED SAND.
 DQ2692
 DQ2692                          STATION RECOVERY (2024)
 DQ2692
 DQ2692'RECOVERY NOTE BY MN DEPT OF TRANSP 2024 (GXG)
 DQ2692'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 QO0619 ***********************************************************************
 QO0619  DESIGNATION -  269/3
 QO0619  PID         -  QO0619
 QO0619  STATE/COUNTY-  MN/ANOKA
 QO0619  COUNTRY     -  US
 QO0619  USGS QUAD   -  COON RAPIDS (2019)
 QO0619
 QO0619                         *CURRENT SURVEY CONTROL
 QO0619  ______________________________________________________________________
 QO0619* NAD 83(1986) POSITION- 45 08 46.     (N) 093 18 34.     (W)   SCALED
 QO0619* NAVD 88 ORTHO HEIGHT -   257.337 (meters)      844.28  (feet) ADJUSTED
 QO0619  ______________________________________________________________________
 QO0619  GEOID HEIGHT    -        -27.530 (meters)                     GEOID18
 QO0619  DYNAMIC HEIGHT  -        257.330 (meters)      844.26  (feet) COMP
 QO0619  MODELED GRAVITY -    980,580.3   (mgal)                       NAVD 88
 QO0619
 QO0619  VERT ORDER      -  SECOND    CLASS 0
 QO0619
 QO0619.The horizontal coordinates were scaled from a map and have
 QO0619.an estimated accuracy of +/- 6 seconds.
 QO0619
 QO0619.The orthometric height was determined by differential leveling and
 QO0619.adjusted by the NATIONAL GEODETIC SURVEY
 QO0619.in June 1991.
 QO0619
 QO0619.Significant digits in the geoid height do not necessarily reflect accuracy.
 QO0619.GEOID18 height accuracy estimate available here.
 QO0619
 QO0619.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK756992(NAD 83)
 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
 QO0619.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QO0619.See file dsdata.pdf to determine how the superseded data were derived.
 QO0619
 QO0619_MARKER: P = PIPE CAP
 QO0619_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 QO0619_STAMPING: M.R.C. 1898
 QO0619_MARK LOGO: MRC
 QO0619_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QO0619
 QO0619  HISTORY     - Date     Condition        Report By
 QO0619  HISTORY     - 1898     MONUMENTED       MRC
 QO0619  HISTORY     - 1969     GOOD             MNDT
 QO0619  HISTORY     - 20070723 MARK NOT FOUND   MNDT
 QO0619
 QO0619                          STATION DESCRIPTION
 QO0619
 QO0619'DESCRIBED BY MN DEPT OF TRANSP 1969
 QO0619'1 MILE NORTH OF THE CENTER OF THE SOUTHWEST 1/4 SEC. 2 T119N, R21W,
 QO0619'APPROX. 500 FT. NW. OF THE DAM ON THE MISSISSIPPI RIVER N.E. OF
 QO0619'AN N.S.P. SUB STATION AT THE TOP OF THE WEST BANK OF RIVER 30
 QO0619'FT. EAST OF AN OLD FENCE 40 FT. N. OF A 3 IN. BIRCH 85 FT. N. OF A 10
 QO0619'IN. COTTENWOOD 4 FT. SOUTHEAST OF A 3 FT. BOULDER PROJECTING 8 IN.
 QO0619'ABOVE THE GROUND.
 QO0619
 QO0619                          STATION RECOVERY (2007)
 QO0619
 QO0619'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (BLB)
 QO0619'THE MARK WAS NOT RECOVERED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 QO0288 ***********************************************************************
 QO0288  DESIGNATION -  27 A RESET
 QO0288  PID         -  QO0288
 QO0288  STATE/COUNTY-  MN/CHISAGO
 QO0288  COUNTRY     -  US
 QO0288  USGS QUAD   -  NORTH BRANCH (2019)
 QO0288
 QO0288                         *CURRENT SURVEY CONTROL
 QO0288  ______________________________________________________________________
 QO0288* NAD 83(1986) POSITION- 45 30 34.04   (N) 092 58 49.70   (W)   HD_HELD1
 QO0288* NAVD 88 ORTHO HEIGHT -   273.166 (meters)      896.21  (feet) ADJUSTED
 QO0288  ______________________________________________________________________
 QO0288  GEOID HEIGHT    -        -28.076 (meters)                     GEOID18
 QO0288  DYNAMIC HEIGHT  -        273.157 (meters)      896.18  (feet) COMP
 QO0288  MODELED GRAVITY -    980,576.3   (mgal)                       NAVD 88
 QO0288
 QO0288  VERT ORDER      -  SECOND    CLASS 0
 QO0288
 QO0288.The horizontal coordinates were determined by differentially corrected
 QO0288.hand held GPS observations or other comparable positioning techniques
 QO0288.and have an estimated accuracy of +/- 3 meters.
 QO0288
 QO0288.The orthometric height was determined by differential leveling and
 QO0288.adjusted by the NATIONAL GEODETIC SURVEY
 QO0288.in June 1991.
 QO0288
 QO0288.Significant digits in the geoid height do not necessarily reflect accuracy.
 QO0288.GEOID18 height accuracy estimate available here.
 QO0288
 QO0288.Click photographs - Photos may exist for this station.
 QO0288
 QO0288.The dynamic height is computed by dividing the NAVD 88
 QO0288.geopotential number by the normal gravity value computed on the
 QO0288.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QO0288.degrees latitude (g = 980.6199 gals.).
 QO0288
 QO0288.The modeled gravity was interpolated from observed gravity values.
 QO0288
 QO0288;                    North         East    Units  Estimated Accuracy
 QO0288;SPC MN C     -   157,420.0     899,205.5     MT  (+/- 3 meters HH1 GPS) 
 QO0288
 QO0288_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWL0152539547(NAD 83)
 QO0288
 QO0288                          SUPERSEDED SURVEY CONTROL
 QO0288
 QO0288.No superseded survey control is available for this station.
 QO0288
 QO0288_MARKER: P = PIPE CAP
 QO0288_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 QO0288_STAMPING: UNSTAMPED
 QO0288_MARK LOGO: MRC
 QO0288_PROJECTION: PROJECTING 10 CENTIMETERS
 QO0288_MAGNETIC: P = MARKER IS A STEEL PIPE
 QO0288_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QO0288_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 QO0288+SATELLITE: SATELLITE OBSERVATIONS - October 14, 2020
 QO0288
 QO0288  HISTORY     - Date     Condition        Report By
 QO0288  HISTORY     - 19660401 MONUMENTED       MRC
 QO0288  HISTORY     - 1975     GOOD             MNDT
 QO0288  HISTORY     - 20070612 POOR             MNDT
 QO0288  HISTORY     - 20140506 POOR             MNDT
 QO0288  HISTORY     - 20201014 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.
 QO0288
 QO0288                          STATION RECOVERY (2007)
 QO0288
 QO0288'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (JJB)
 QO0288'AT NORTH BRANCH, 2 BLOCKS SOUTH ALONG COUNTY ROAD 30 FROM THE JUNCTION
 QO0288'OFCOUNTY ROAD 30 AND TRUNK HIGHWAY 95 AT NORTH BRANCH, 45 FEET WEST OF
 QO0288'COUNTY ROAD 30, 47 FEET NORTH OF OAK STREET EXTENDED, 42 FEET EAST OF
 QO0288'BIKE PATH.
 QO0288
 QO0288                          STATION RECOVERY (2014)
 QO0288
 QO0288'RECOVERY NOTE BY MN DEPT OF TRANSP 2014 (DAS)
 QO0288'IN NORTH BRANCH, 2 BLOCKS SOUTH ALONG COUNTY ROAD 30  FROM THE
 QO0288'JUNCTION OF COUNTY ROAD 30 AND TRUNK HIGHWAY 95 AT NORTH BRANCH, 45 FT
 QO0288'(13.7 M) WEST OF COUNTY ROAD 30, 47 FT (14.3 M) NORTH OF OAK STREET
 QO0288'EXTENDED, 42 FT (12.8 M) EAST OF BIKE PATH.
 QO0288
 QO0288                          STATION RECOVERY (2020)
 QO0288
 QO0288'RECOVERY NOTE BY MN DEPT OF TRANSP 2020 (KMS)
 QO0288'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 QO0287 ***********************************************************************
 QO0287  DESIGNATION -  27 BOLT
 QO0287  PID         -  QO0287
 QO0287  STATE/COUNTY-  MN/CHISAGO
 QO0287  COUNTRY     -  US
 QO0287  USGS QUAD   -  NORTH BRANCH (2019)
 QO0287
 QO0287                         *CURRENT SURVEY CONTROL
 QO0287  ______________________________________________________________________
 QO0287* NAD 83(1986) POSITION- 45 30 33.98   (N) 092 58 49.67   (W)   HD_HELD1
 QO0287* NAVD 88 ORTHO HEIGHT -   271.934 (meters)      892.17  (feet) ADJUSTED
 QO0287  ______________________________________________________________________
 QO0287  GEOID HEIGHT    -        -28.076 (meters)                     GEOID18
 QO0287  DYNAMIC HEIGHT  -        271.925 (meters)      892.14  (feet) COMP
 QO0287  MODELED GRAVITY -    980,576.3   (mgal)                       NAVD 88
 QO0287
 QO0287  VERT ORDER      -  SECOND    CLASS 0
 QO0287
 QO0287.The horizontal coordinates were determined by differentially corrected
 QO0287.hand held GPS observations or other comparable positioning techniques
 QO0287.and have an estimated accuracy of +/- 3 meters.
 QO0287
 QO0287.The orthometric height was determined by differential leveling and
 QO0287.adjusted by the NATIONAL GEODETIC SURVEY
 QO0287.in June 1991.
 QO0287
 QO0287.Significant digits in the geoid height do not necessarily reflect accuracy.
 QO0287.GEOID18 height accuracy estimate available here.
 QO0287
 QO0287.Click photographs - Photos may exist for this station.
 QO0287
 QO0287.The dynamic height is computed by dividing the NAVD 88
 QO0287.geopotential number by the normal gravity value computed on the
 QO0287.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QO0287.degrees latitude (g = 980.6199 gals.).
 QO0287
 QO0287.The modeled gravity was interpolated from observed gravity values.
 QO0287
 QO0287;                    North         East    Units  Estimated Accuracy
 QO0287;SPC MN C     -   157,418.2     899,206.1     MT  (+/- 3 meters HH1 GPS) 
 QO0287
 QO0287_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWL0152639545(NAD 83)
 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
 QO0287.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QO0287.See file dsdata.pdf to determine how the superseded data were derived.
 QO0287
 QO0287_MARKER: B = BOLT
 QO0287_SETTING: 21 = SET IN CONCRETE IN A CLAY TILE PIPE
 QO0287_PROJECTION: RECESSED 91 CENTIMETERS
 QO0287_MAGNETIC: P = MARKER IS A STEEL PIPE
 QO0287_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QO0287_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 QO0287+SATELLITE: SATELLITE OBSERVATIONS - June 12, 2007
 QO0287
 QO0287  HISTORY     - Date     Condition        Report By
 QO0287  HISTORY     - 1966     MONUMENTED       MRC
 QO0287  HISTORY     - 1966     GOOD             MNDT
 QO0287  HISTORY     - 20070612 POOR             MNDT
 QO0287
 QO0287                          STATION DESCRIPTION
 QO0287
 QO0287'DESCRIBED BY MN DEPT OF TRANSP 1966
 QO0287'AT NORTH BRANCH, CHISAGO COUNTY, 45 FEET NORTH OF THE CENTERLINE OF
 QO0287'OAK STREET EXTENDED WEST, ABOUT 700 FEET SOUTH ALONG THE NORTHERN
 QO0287'PACIFIC RAILWAY FROM THE STATION, ABOUT 275 FT SOUTH OF SIGNAL 406, 43
 QO0287'FEET EAST OF THE EAST RAIL, 44 FEET WEST OF THE CENTERLINE OF U.S.
 QO0287'HIGHWAY 61, AND 17 1/2 FEET EAST OF THE NORTHEAST CORNER OF A STORAGE
 QO0287'HOUSE, 1.0 FOOT EAST OF A STEEL WITNESS POST.  THE TOP OF A COPPER
 QO0287'BOLT LEADED IN TILE ABOUT 3 FEET UNDERGROUND, ACCESS TO WHICH IS HAD
 QO0287'THROUGH A 4-INCH IRON PIPE BEARING A MISSISSIPPI RIVER COMMISSION
 QO0287'STANDARD CAP AND PROJECTING ABOUT 10 INCHES ABOVE GROUND.  NOTE--
 QO0287'UNDERGROUND MARK SEEMED TO APPEAR TO BE LOOSE.
 QO0287
 QO0287                          STATION RECOVERY (2007)
 QO0287
 QO0287'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (JJB)
 QO0287'AT NORTH BRANCH, 2 BLOCKS SOUTH ALONG COUNTY ROAD 30 FROM THE JUNCTION
 QO0287'OFCOUNTY ROAD 30 AND TRUNK HIGHWAY 95 AT NORTH BRANCH, 45 FEET WEST OF
 QO0287'COUNTY ROAD 30, 47 FEET NORTH OF OAK STREET EXTENDED, 42 FEET EAST OF
 QO0287'BIKE PATH.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 AH9862 ***********************************************************************
 AH9862  DESIGNATION -  27 CER
 AH9862  PID         -  AH9862
 AH9862  STATE/COUNTY-  MN/CLEARWATER
 AH9862  COUNTRY     -  US
 AH9862  USGS QUAD   -  ROY LAKE (2019)
 AH9862
 AH9862                         *CURRENT SURVEY CONTROL
 AH9862  ______________________________________________________________________
 AH9862* NAD 83(2011) POSITION- 47 19 31.43381(N) 095 33 05.62188(W)   ADJUSTED
 AH9862* NAD 83(2011) ELLIP HT-   431.998 (meters)        (08/28/24)   ADJUSTED
 AH9862* NAD 83(2011) EPOCH   -  2010.00
 AH9862* NAVD 88 ORTHO HEIGHT -   459.384 (meters)     1507.16  (feet) ADJUSTED
 AH9862  ______________________________________________________________________
 AH9862  GEOID HEIGHT    -        -27.389 (meters)                     GEOID18
 AH9862  NAD 83(2011) X  -   -419,031.248 (meters)                     COMP
 AH9862  NAD 83(2011) Y  - -4,311,136.785 (meters)                     COMP
 AH9862  NAD 83(2011) Z  -  4,666,678.997 (meters)                     COMP
 AH9862  LAPLACE CORR    -         -2.61  (seconds)                    DEFLEC18
 AH9862  DYNAMIC HEIGHT  -        459.418 (meters)     1507.27  (feet) COMP
 AH9862  MODELED GRAVITY -    980,673.9   (mgal)                       NAVD 88
 AH9862
 AH9862  VERT ORDER      -  SECOND    CLASS I
 AH9862
 AH9862  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AH9862  Standards:
 AH9862         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AH9862            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AH9862  -------------------------------------------------------------------
 AH9862  NETWORK    0.65   0.96           0.30   0.22   0.49     -0.10039869
 AH9862  -------------------------------------------------------------------
 AH9862  Click here for local accuracies and other accuracy information.
 AH9862
 AH9862.The horizontal coordinates were established by GPS observations
 AH9862.and adjusted by the MN DEPT OF TRANSP in August 2024.
 AH9862
 AH9862.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AH9862.been affixed to the stable North American tectonic plate. See 
 AH9862.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AH9862
 AH9862.The horizontal coordinates are valid at the epoch date displayed above
 AH9862.which is a decimal equivalence of Year/Month/Day.
 AH9862
 AH9862.The orthometric height was determined by differential leveling and
 AH9862.adjusted by the NATIONAL GEODETIC SURVEY
 AH9862.in June 2023.
 AH9862
 AH9862.Significant digits in the geoid height do not necessarily reflect accuracy.
 AH9862.GEOID18 height accuracy estimate available here.
 AH9862
 AH9862.Click photographs - Photos may exist for this station.
 AH9862
 AH9862.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AH9862
 AH9862.The Laplace correction was computed from DEFLEC18 derived deflections.
 AH9862
 AH9862.The ellipsoidal height was determined by GPS observations
 AH9862.and is referenced to NAD 83.
 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. The following values were computed from the NAD 83(2011) position.
 AH9862
 AH9862;                    North         East     Units Scale Factor Converg.
 AH9862;SPC MN N     -   194,700.794   614,720.855   MT  0.99994218   -1 49 01.7
 AH9862;SPC MN N     -   638,780.85  2,016,796.67   sFT  0.99994218   -1 49 01.7
 AH9862;UTM  15      - 5,244,482.722   307,202.023   MT  1.00005684   -1 52 35.5
 AH9862
 AH9862!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH9862!SPC MN N     -   0.99993229  x   0.99994218  =   0.99987448
 AH9862!UTM  15      -   0.99993229  x   1.00005684  =   0.99998913
 AH9862
 AH9862_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUN0720244482(NAD 83)
 AH9862
 AH9862                          SUPERSEDED SURVEY CONTROL
 AH9862
 AH9862  NAVD 88 (08/26/19)  459.378  (m)         1507.14   (f) SUPERSEDED  2 1
 AH9862  NAVD 88 (06/02/04)  459.387  (m)         1507.17   (f) SUPERSEDED  2 1
 AH9862
 AH9862.Superseded values are not recommended for survey control.
 AH9862
 AH9862.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH9862.See file dsdata.pdf to determine how the superseded data were derived.
 AH9862
 AH9862_MARKER: DB = BENCH MARK DISK
 AH9862_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 AH9862_STAMPING: 27 CER 1967
 AH9862_MARK LOGO: USGS
 AH9862_PROJECTION: RECESSED 8 CENTIMETERS
 AH9862_MAGNETIC: I = MARKER IS A STEEL ROD
 AH9862_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AH9862_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH9862+SATELLITE: SATELLITE OBSERVATIONS - November 30, 2023
 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  HISTORY     - 20190917 GOOD             MNDT
 AH9862  HISTORY     - 20231130 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.
 AH9862
 AH9862                          STATION RECOVERY (2019)
 AH9862
 AH9862'RECOVERY NOTE BY MN DEPT OF TRANSP 2019 (KMS)
 AH9862'RECOVERED AS DESCRIBED.
 AH9862
 AH9862                          STATION RECOVERY (2023)
 AH9862
 AH9862'RECOVERY NOTE BY MN DEPT OF TRANSP 2023 (KMS)
 AH9862'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DM4860 ***********************************************************************
 DM4860  DESIGNATION -  27 CWH
 DM4860  PID         -  DM4860
 DM4860  STATE/COUNTY-  MN/CASS
 DM4860  COUNTRY     -  US
 DM4860  USGS QUAD   -  BUNGO CREEK (2019)
 DM4860
 DM4860                         *CURRENT SURVEY CONTROL
 DM4860  ______________________________________________________________________
 DM4860* NAD 83(2011) POSITION- 46 39 36.89252(N) 094 34 39.65412(W)   ADJUSTED
 DM4860* NAD 83(2011) ELLIP HT-   406.635 (meters)        (06/27/12)   ADJUSTED
 DM4860* NAD 83(2011) EPOCH   -  2010.00
 DM4860* NAVD 88 ORTHO HEIGHT -   434.233 (meters)     1424.65  (feet) ADJUSTED
 DM4860  ______________________________________________________________________
 DM4860  GEOID HEIGHT    -        -27.613 (meters)                     GEOID18
 DM4860  NAD 83(2011) X  -   -350,010.626 (meters)                     COMP
 DM4860  NAD 83(2011) Y  - -4,371,523.449 (meters)                     COMP
 DM4860  NAD 83(2011) Z  -  4,616,220.119 (meters)                     COMP
 DM4860  LAPLACE CORR    -         -1.63  (seconds)                    DEFLEC18
 DM4860  DYNAMIC HEIGHT  -        434.248 (meters)     1424.70  (feet) COMP
 DM4860  MODELED GRAVITY -    980,634.8   (mgal)                       NAVD 88
 DM4860
 DM4860  VERT ORDER      -  SECOND    CLASS I
 DM4860
 DM4860  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DM4860  Standards:
 DM4860         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DM4860            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DM4860  -------------------------------------------------------------------
 DM4860  NETWORK    0.41   0.61           0.19   0.13   0.31     -0.03686110
 DM4860  -------------------------------------------------------------------
 DM4860  Click here for local accuracies and other accuracy information.
 DM4860
 DM4860.The horizontal coordinates were established by GPS observations
 DM4860.and adjusted by the National Geodetic Survey in June 2012.
 DM4860
 DM4860.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DM4860.been affixed to the stable North American tectonic plate. See 
 DM4860.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DM4860
 DM4860.The horizontal coordinates are valid at the epoch date displayed above
 DM4860.which is a decimal equivalence of Year/Month/Day.
 DM4860
 DM4860.The orthometric height was determined by differential leveling and
 DM4860.adjusted by the NATIONAL GEODETIC SURVEY
 DM4860.in February 2020.
 DM4860
 DM4860.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM4860.GEOID18 height accuracy estimate available here.
 DM4860
 DM4860.Click photographs - Photos may exist for this station.
 DM4860
 DM4860.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DM4860
 DM4860.The Laplace correction was computed from DEFLEC18 derived deflections.
 DM4860
 DM4860.The ellipsoidal height was determined by GPS observations
 DM4860.and is referenced to NAD 83.
 DM4860
 DM4860.The dynamic height is computed by dividing the NAVD 88
 DM4860.geopotential number by the normal gravity value computed on the
 DM4860.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM4860.degrees latitude (g = 980.6199 gals.).
 DM4860
 DM4860.The modeled gravity was interpolated from observed gravity values.
 DM4860
 DM4860. The following values were computed from the NAD 83(2011) position.
 DM4860
 DM4860;                    North         East     Units Scale Factor Converg.
 DM4860;SPC MN C     -   284,584.212   774,921.924   MT  0.99993812   -0 14 13.3
 DM4860;SPC MN C     -   933,673.37  2,542,389.68   sFT  0.99993812   -0 14 13.3
 DM4860;UTM  15      - 5,168,618.592   379,298.499   MT  0.99977907   -1 08 51.3
 DM4860
 DM4860!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DM4860!SPC MN C     -   0.99993626  x   0.99993812  =   0.99987439
 DM4860!UTM  15      -   0.99993626  x   0.99977907  =   0.99971535
 DM4860
 DM4860_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUM7929868618(NAD 83)
 DM4860
 DM4860                          SUPERSEDED SURVEY CONTROL
 DM4860
 DM4860  NAD 83(2007)-  46 39 36.89251(N)    094 34 39.65489(W) AD(2002.00) 1
 DM4860  ELLIP H (07/18/11)  406.672  (m)                       GP(2002.00) 4 1
 DM4860  NAVD 88             434.24   (m)         1424.7    (f) LEVELING    3  
 DM4860  NAVD 88 (02/16/11)  434.242  (m)         1424.68   (f) SUPERSEDED  2 1
 DM4860
 DM4860.Superseded values are not recommended for survey control.
 DM4860
 DM4860.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DM4860.See file dsdata.pdf to determine how the superseded data were derived.
 DM4860
 DM4860_MARKER: DD = SURVEY DISK
 DM4860_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 DM4860_STAMPING: 27 CWH 1969
 DM4860_MARK LOGO: USGS
 DM4860_PROJECTION: RECESSED 5 CENTIMETERS
 DM4860_MAGNETIC: I = MARKER IS A STEEL ROD
 DM4860_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DM4860_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DM4860+SATELLITE: SATELLITE OBSERVATIONS - May 09, 2023
 DM4860
 DM4860  HISTORY     - Date     Condition        Report By
 DM4860  HISTORY     - 19690401 MONUMENTED       USGS
 DM4860  HISTORY     - 20070405 GOOD             MNDT
 DM4860  HISTORY     - 20101103 GOOD             MNDT
 DM4860  HISTORY     - 20111101 GOOD             MNDT
 DM4860  HISTORY     - 20230509 GOOD             MNDT
 DM4860
 DM4860                          STATION DESCRIPTION
 DM4860
 DM4860'DESCRIBED BY MN DEPT OF TRANSP 2007 (WAS)
 DM4860'THE MARK IS 4.0 MILES SOUTH AND 8.2 MILES WEST OF PINE RIVER, 6.25
 DM4860'MILES WEST ALONG COUNTY ROAD 2 FROM THE JUNCTION OF COUNTY ROAD 2 AND
 DM4860'TRUNK HIGHWAY 371 IN PINE RIVER, THENCE SOUTH AND WEST 6.1 MILES ALONG
 DM4860'COUNTY ROAD 25, 21 FEET NORTH AND 34 FEET WEST OF COUNTY ROAD 25 AT
 DM4860'TOWNSHIP ROAD EAST, 48.4 FEET SOUTH OF POWER POLE WITH TRANSFORMER,
 DM4860'1.0 FOOT SOUTH OF WITNESS POST.
 DM4860
 DM4860                          STATION RECOVERY (2010)
 DM4860
 DM4860'RECOVERY NOTE BY MN DEPT OF TRANSP 2010 (MPP)
 DM4860'THE MARK WAS RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.
 DM4860'THE MARK IS 4.0 MILES SOUTH AND 8.2 MILES WEST OF PINE RIVER, 6.25
 DM4860'MILES WEST ALONG COUNTY ROAD 2 FROM THE JUNCTION OF COUNTY ROAD 2 AND
 DM4860'TRUNK HIGHWAY 371 IN PINE RIVER, THEN SOUTH AND WEST 6.1 MILES ALONG
 DM4860'COUNTY ROAD 25, 21 FEET NORTH OF 40TH STREET AND 34 FEET WEST OF
 DM4860'COUNTY ROAD 25 AT TOWNSHIP ROAD EAST (56TH AVENUE), 48.4 FEET SOUTH OF
 DM4860'POWER POLE WITH TRANSFORMER, 1.0 FOOT SOUTH OF WITNESS POST.
 DM4860
 DM4860                          STATION RECOVERY (2011)
 DM4860
 DM4860'RECOVERY NOTE BY MN DEPT OF TRANSP 2011 (KMS)
 DM4860'RECOVERED IN GOOD CONDITION.
 DM4860
 DM4860                          STATION RECOVERY (2023)
 DM4860
 DM4860'RECOVERY NOTE BY MN DEPT OF TRANSP 2023 (KMS)
 DM4860'10.0 MI (16.1 KM) SOUTHWEST OF PINE RIVER, 6.25 MI (10.06 KM) WEST
 DM4860'ALONG COUNTY ROAD 2 FROM THE JUNCTION OF COUNTY ROAD 2 AND TRUNK
 DM4860'HIGHWAY 371 IN PINE RIVER, THEN 6.1 MI (9.8 KM) SOUTH AND WEST ON
 DM4860'COUNTY ROAD 25 (56TH AVENUE SOUTHWEST), 21.0 FT (6.4 M) NORTH OF 40TH
 DM4860'STREET EXTENDED AND 34.0 FT (10.4 M) WEST OF COUNTY ROAD 25, 48.4 FT
 DM4860'(14.8 M) SOUTH OF A POWER POLE WITH A TRANSFORMER, 1.0 FT (0.3 M)
 DM4860'SOUTH OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DH3130 ***********************************************************************
 DH3130  DESIGNATION -  27 DWB
 DH3130  PID         -  DH3130
 DH3130  STATE/COUNTY-  MN/PIPESTONE
 DH3130  COUNTRY     -  US
 DH3130  USGS QUAD   -  PIPESTONE NORTH (2019)
 DH3130
 DH3130                         *CURRENT SURVEY CONTROL
 DH3130  ______________________________________________________________________
 DH3130* NAD 83(2011) POSITION- 44 06 37.67895(N) 096 19 34.55892(W)   ADJUSTED
 DH3130* NAD 83(2011) ELLIP HT-   500.872 (meters)        (06/27/12)   ADJUSTED
 DH3130* NAD 83(2011) EPOCH   -  2010.00
 DH3130* NAVD 88 ORTHO HEIGHT -   526.823 (meters)     1728.42  (feet) ADJUSTED
 DH3130  ______________________________________________________________________
 DH3130  GEOID HEIGHT    -        -25.956 (meters)                     GEOID18
 DH3130  NAD 83(2011) X  -   -505,474.544 (meters)                     COMP
 DH3130  NAD 83(2011) Y  - -4,559,366.877 (meters)                     COMP
 DH3130  NAD 83(2011) Z  -  4,417,261.399 (meters)                     COMP
 DH3130  LAPLACE CORR    -         -0.51  (seconds)                    DEFLEC18
 DH3130  DYNAMIC HEIGHT  -        526.716 (meters)     1728.07  (feet) COMP
 DH3130  MODELED GRAVITY -    980,397.8   (mgal)                       NAVD 88
 DH3130
 DH3130  VERT ORDER      -  SECOND    CLASS I
 DH3130
 DH3130  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DH3130  Standards:
 DH3130         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DH3130            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DH3130  -------------------------------------------------------------------
 DH3130  NETWORK    0.61   0.78           0.29   0.19   0.40     -0.01937734
 DH3130  -------------------------------------------------------------------
 DH3130  Click here for local accuracies and other accuracy information.
 DH3130
 DH3130.The horizontal coordinates were established by GPS observations
 DH3130.and adjusted by the National Geodetic Survey in June 2012.
 DH3130
 DH3130.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DH3130.been affixed to the stable North American tectonic plate. See 
 DH3130.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DH3130
 DH3130.The horizontal coordinates are valid at the epoch date displayed above
 DH3130.which is a decimal equivalence of Year/Month/Day.
 DH3130
 DH3130.The orthometric height was determined by differential leveling and
 DH3130.adjusted by the NATIONAL GEODETIC SURVEY
 DH3130.in December 2013.
 DH3130
 DH3130.No vertical observational check was made to the station.
 DH3130
 DH3130.Significant digits in the geoid height do not necessarily reflect accuracy.
 DH3130.GEOID18 height accuracy estimate available here.
 DH3130
 DH3130.Click photographs - Photos may exist for this station.
 DH3130
 DH3130.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH3130
 DH3130.The Laplace correction was computed from DEFLEC18 derived deflections.
 DH3130
 DH3130.The ellipsoidal height was determined by GPS observations
 DH3130.and is referenced to NAD 83.
 DH3130
 DH3130.The dynamic height is computed by dividing the NAVD 88
 DH3130.geopotential number by the normal gravity value computed on the
 DH3130.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH3130.degrees latitude (g = 980.6199 gals.).
 DH3130
 DH3130.The modeled gravity was interpolated from observed gravity values.
 DH3130
 DH3130. The following values were computed from the NAD 83(2011) position.
 DH3130
 DH3130;                    North         East     Units Scale Factor Converg.
 DH3130;SPC MN S     -   226,035.366   613,800.900   MT  0.99994519   -1 37 50.0
 DH3130;SPC MN S     -   741,584.36  2,013,778.45   sFT  0.99994519   -1 37 50.0
 DH3130;UTM  14      - 4,887,618.485   713,968.613   MT  1.00016311   +1 51 42.3
 DH3130
 DH3130!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH3130!SPC MN S     -   0.99992147  x   0.99994519  =   0.99986666
 DH3130!UTM  14      -   0.99992147  x   1.00016311  =   1.00008457
 DH3130
 DH3130_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQP1396887618(NAD 83)
 DH3130
 DH3130                          SUPERSEDED SURVEY CONTROL
 DH3130
 DH3130  NAD 83(2007)-  44 06 37.67889(N)    096 19 34.55988(W) AD(2002.00) 0
 DH3130  ELLIP H (02/10/07)  500.903  (m)                       GP(2002.00)    
 DH3130  NAD 83(1996)-  44 06 37.67845(N)    096 19 34.55916(W) AD(       ) 1
 DH3130  ELLIP H (04/27/05)  500.937  (m)                       GP(       ) 3 2
 DH3130  NAVD 88 (04/27/05)  526.8    (m)  GEOID03  model used  GPS OBS        
 DH3130
 DH3130.Superseded values are not recommended for survey control.
 DH3130
 DH3130.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH3130.See file dsdata.pdf to determine how the superseded data were derived.
 DH3130
 DH3130_MARKER: DD = SURVEY DISK
 DH3130_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH3130_STAMPING: 27 DWB 1965
 DH3130_MARK LOGO: USGS
 DH3130_PROJECTION: FLUSH
 DH3130_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 DH3130_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DH3130+STABILITY: SURFACE MOTION
 DH3130_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH3130+SATELLITE: SATELLITE OBSERVATIONS - October 22, 2019
 DH3130
 DH3130  HISTORY     - Date     Condition        Report By
 DH3130  HISTORY     - 19650401 MONUMENTED       USGS
 DH3130  HISTORY     - 20040623 GOOD             MNDT
 DH3130  HISTORY     - 20101201 GOOD             MNDT
 DH3130  HISTORY     - 20110525 GOOD             MNDT
 DH3130  HISTORY     - 20191022 GOOD             MNDT
 DH3130
 DH3130                          STATION DESCRIPTION
 DH3130
 DH3130'DESCRIBED BY MN DEPT OF TRANSP 2004 (MP)
 DH3130'8 MILES NORTH OF PIPESTONE, FROM THE NORTH JUNCTION OF TRUNK HIGHWAY
 DH3130'75 AND TRUNK  HIGHWAY 23 IN PIPESTONE GO 7.5 MILES NORTH ALONG TRUNK
 DH3130'HIGHWAY 75 TO MILEPOINT 44.0,  THEN 0.95 MILE WEST ON COUNTY ROAD 8  (
 DH3130'181 ST ), 410 FEET EAST OF 70 AV, AT TOP OF DITCH IN  LINE WITH SILO
 DH3130'NORTH, 51 FEET NORTH OF THE CENTER OF 181 STREET, 0.9 FOOT NORTH OF A
 DH3130'WITNESS POST.  THE MARK IS A DEPARTMENT OF INTERIOR DISK SET IN
 DH3130'CONCRETE, FLUSH,  MAGNETIC.
 DH3130
 DH3130                          STATION RECOVERY (2010)
 DH3130
 DH3130'RECOVERY NOTE BY MN DEPT OF TRANSP 2010 (WAS)
 DH3130'THE MARK IS 8.0 MI (12.9 KM) NORTH OF PIPESTONE.
 DH3130'
 DH3130'TO REACH THE MARK GO 7.5 MI (12.1 KM) NORTH ON TRUNK HIGHWAY 75 FROM
 DH3130'THE NORTH JUNCTION OF TRUNK HIGHWAY 75 AND TRUNK HIGHWAY 23 IN
 DH3130'PIPESTONE, TO TRUNK HIGHWAY 75 MILE POINT 44.0.
 DH3130'
 DH3130'IT IS 0.95 MI (1.5 KM) WEST ON COUNTY ROAD 8 410 FT (125.0 M) EAST OF
 DH3130'70TH AVENUE, 51 FT (15.5 M) NORTH OF COUNTY ROAD 8 0.9 FT (27 CM)
 DH3130'NORTH OF A WITNESS POST.
 DH3130
 DH3130                          STATION RECOVERY (2011)
 DH3130
 DH3130'RECOVERY NOTE BY MN DEPT OF TRANSP 2011 (MPP)
 DH3130'RECOVERED AS DESCRIBED.
 DH3130
 DH3130                          STATION RECOVERY (2019)
 DH3130
 DH3130'RECOVERY NOTE BY MN DEPT OF TRANSP 2019 (MPP)
 DH3130'8.0 MI (12.9 KM) NORTH OF PIPESTONE, 7.5 MI (12.1 KM) NORTH ALONG
 DH3130'TRUNK HIGHWAY 75 FROM THE NORTH JUNCTION OF TRUNK HIGHWAY 75 AND TRUNK
 DH3130'HIGHWAY 23 IN PIPESTONE, TO TRUNK HIGHWAY 75 MILE POINT 44.0, THEN
 DH3130'0.95 MI (1.53 KM) WEST ALONG COUNTY ROAD 8 (181ST STREET), 410.0 FT
 DH3130'(125.0 M) EAST OF 70TH AVENUE, 51.0 FT (15.5 M) NORTH OF COUNTY ROAD 8
 DH3130'(181ST STREET), 0.9 FT (27 CM) SOUTH OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DF6834 ***********************************************************************
 DF6834  DESIGNATION -  27 JMK
 DF6834  PID         -  DF6834
 DF6834  STATE/COUNTY-  MN/WATONWAN
 DF6834  COUNTRY     -  US
 DF6834  USGS QUAD   -  GODAHL (2019)
 DF6834
 DF6834                         *CURRENT SURVEY CONTROL
 DF6834  ______________________________________________________________________
 DF6834* NAD 83(2011) POSITION- 44 02 10.82303(N) 094 44 20.29180(W)   ADJUSTED
 DF6834* NAD 83(2011) ELLIP HT-   305.057 (meters)        (06/27/12)   ADJUSTED
 DF6834* NAD 83(2011) EPOCH   -  2010.00
 DF6834* NAVD 88 ORTHO HEIGHT -   332.9   (meters)     1092.    (feet) GPS OBS
 DF6834  ______________________________________________________________________
 DF6834  NAVD 88 orthometric height was determined with geoid model    GEOID99
 DF6834  GEOID HEIGHT    -        -27.769 (meters)                     GEOID99
 DF6834  GEOID HEIGHT    -        -27.813 (meters)                     GEOID18
 DF6834  NAD 83(2011) X  -   -379,447.824 (meters)                     COMP
 DF6834  NAD 83(2011) Y  - -4,577,188.711 (meters)                     COMP
 DF6834  NAD 83(2011) Z  -  4,411,207.324 (meters)                     COMP
 DF6834  LAPLACE CORR    -         -2.67  (seconds)                    DEFLEC18
 DF6834
 DF6834  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DF6834  Standards:
 DF6834         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DF6834            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DF6834  -------------------------------------------------------------------
 DF6834  NETWORK    0.31   0.53           0.13   0.12   0.27      0.10094039
 DF6834  -------------------------------------------------------------------
 DF6834  Click here for local accuracies and other accuracy information.
 DF6834
 DF6834.The horizontal coordinates were established by GPS observations
 DF6834.and adjusted by the National Geodetic Survey in June 2012.
 DF6834
 DF6834.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DF6834.been affixed to the stable North American tectonic plate. See 
 DF6834.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DF6834
 DF6834.The horizontal coordinates are valid at the epoch date displayed above
 DF6834.which is a decimal equivalence of Year/Month/Day.
 DF6834
 DF6834.The orthometric height was determined by GPS observations and a
 DF6834.high-resolution geoid model.
 DF6834
 DF6834.Significant digits in the geoid height do not necessarily reflect accuracy.
 DF6834.GEOID18 height accuracy estimate available here.
 DF6834
 DF6834.Click photographs - Photos may exist for this station.
 DF6834
 DF6834.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DF6834
 DF6834.The Laplace correction was computed from DEFLEC18 derived deflections.
 DF6834
 DF6834.The ellipsoidal height was determined by GPS observations
 DF6834.and is referenced to NAD 83.
 DF6834
 DF6834. The following values were computed from the NAD 83(2011) position.
 DF6834
 DF6834;                    North         East     Units Scale Factor Converg.
 DF6834;SPC MN S     -   215,417.382   740,769.706   MT  0.99995479   -0 31 04.7
 DF6834;SPC MN S     -   706,748.53  2,430,341.94   sFT  0.99995479   -0 31 04.7
 DF6834;UTM  15      - 4,877,379.061   360,664.001   MT  0.99983878   -1 12 32.3
 DF6834
 DF6834!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF6834!SPC MN S     -   0.99995217  x   0.99995479  =   0.99990696
 DF6834!UTM  15      -   0.99995217  x   0.99983878  =   0.99979096
 DF6834
 DF6834_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUJ6066477379(NAD 83)
 DF6834
 DF6834                          SUPERSEDED SURVEY CONTROL
 DF6834
 DF6834  NAD 83(2007)-  44 02 10.82303(N)    094 44 20.29263(W) AD(2002.00) 0
 DF6834  ELLIP H (02/10/07)  305.086  (m)                       GP(2002.00)    
 DF6834  NAD 83(1996)-  44 02 10.82246(N)    094 44 20.29208(W) AD(       ) 1
 DF6834  ELLIP H (08/01/03)  305.122  (m)                       GP(       ) 3 1
 DF6834
 DF6834.Superseded values are not recommended for survey control.
 DF6834
 DF6834.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF6834.See file dsdata.pdf to determine how the superseded data were derived.
 DF6834
 DF6834_MARKER: DD = SURVEY DISK
 DF6834_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DF6834_SP_SET: BRIDGE RAILING
 DF6834_STAMPING: 27 JMK 1966 1092
 DF6834_MARK LOGO: USGS
 DF6834_PROJECTION: FLUSH
 DF6834_MAGNETIC: N = NO MAGNETIC MATERIAL
 DF6834_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DF6834_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DF6834+SATELLITE: SATELLITE OBSERVATIONS - August 30, 2023
 DF6834
 DF6834  HISTORY     - Date     Condition        Report By
 DF6834  HISTORY     - 19660401 MONUMENTED       USGS
 DF6834  HISTORY     - 20021002 GOOD             MNDT
 DF6834  HISTORY     - 20100616 GOOD             MNDT
 DF6834  HISTORY     - 20160613 GOOD             MNDT
 DF6834  HISTORY     - 20230830 GOOD             MNDT
 DF6834
 DF6834                          STATION DESCRIPTION
 DF6834
 DF6834'DESCRIBED BY MN DEPT OF TRANSP 2002 (WAS)
 DF6834'THE MARK WAS RECOVERED IN GOOD CONDITION AS DESCRIBED 5 MI EAST ALONG
 DF6834'TH 30 FROM THE JCT OF TH 30 AND CO RD 4 IN DARFUR, TO TH 30 MP  92.7,
 DF6834'THEN 1 MI SOUTH ON CO RD 18, IN NE COR OF CO RD 18 BRDG 90340 OVER
 DF6834'NORTH  FORK OF WATONWAN RIVER, 59 FT SOUTH AND 13 FT EAST  OF CO RD
 DF6834'18, IN NORTH END OF EAST BRDG CURB, MAGNETIC, SUITABLE FOR GPS
 DF6834
 DF6834                          STATION RECOVERY (2010)
 DF6834
 DF6834'RECOVERY NOTE BY MN DEPT OF TRANSP 2010 (WAS)
 DF6834'THE MARK IS 5.0 MILES SOUTHEAST OF DARFUR, 5.0 MILES EAST ALONG TRUNK
 DF6834'HIGHWAY 30 FROM THE JUNCTION OF TRUNK HIGHWAY 30 AND COUNTY ROAD 4 IN
 DF6834'DARFUR TO TRUNK HIGHWAY 30 MILEPOINT 92.7, THEN 1.0 MILE SOUTH ON
 DF6834'COUNTY ROAD 18 (670TH AVENUE), IN NORTHEAST CORNER OF COUNTY ROAD 18
 DF6834'BRIDGE NUMBER 90340 OVER NORTH FORK OF WATONWAN RIVER, 59 FEET SOUTH
 DF6834'OF 310TH STREET, 13 FEET EAST OF COUNTY ROAD 18 (670TH AVENUE), IN
 DF6834'NORTH END OF EAST BRIDGE CURB.
 DF6834
 DF6834                          STATION RECOVERY (2016)
 DF6834
 DF6834'RECOVERY NOTE BY MN DEPT OF TRANSP 2016 (MAS)
 DF6834'THE MARK IS LOCATED ABOUT 5.0 MI (8.0 KM) SOUTHEAST OF DARFUR, 5.0 MI
 DF6834'(8.0 KM) EAST ALONG TRUNK HIGHWAY 30 FROM THE JUNCTION OF TRUNK
 DF6834'HIGHWAY 30 AND COUNTY ROAD 4 IN DARFUR, TO TRUNK HIGHWAY 30 MILE POINT
 DF6834'92.7, THEN 1.0 MI (1.6 KM) SOUTH ON COUNTY ROAD 18 (670TH AVENUE), IN
 DF6834'NORTHEAST CORNER OF COUNTY ROAD 18 BRIDGE NUMBER 90340 OVER NORTH FORK
 DF6834'OF WATONWAN RIVER, 59 FT (18.0 M) SOUTH OF 310TH STREET, 13 FT (4.0 M)
 DF6834'EAST OF COUNTY ROAD 18 (670TH AVENUE), IN NORTH END OF EAST BRIDGE
 DF6834'CURB.
 DF6834
 DF6834                          STATION RECOVERY (2023)
 DF6834
 DF6834'RECOVERY NOTE BY MN DEPT OF TRANSP 2023 (KMS)
 DF6834'5.0 MI (8.0 KM) SOUTHEAST OF DARFUR, 5.0 MI (8.0 KM) EAST ALONG TRUNK
 DF6834'HIGHWAY 30 FROM THE JUNCTION OF TRUNK HIGHWAY 30 AND COUNTY ROAD 4 IN
 DF6834'DARFUR, TO TRUNK HIGHWAY 30 MILE POINT 92.7, THEN 1.0 MI (1.6 KM)
 DF6834'SOUTH ON COUNTY ROAD 18 (670TH AVENUE), IN THE NORTHEAST CORNER OF
 DF6834'COUNTY ROAD 18 BRIDGE NUMBER 90340 OVER THE NORTH FORK OF THE WATONWAN
 DF6834'RIVER, 59.0 FT (18.0 M) SOUTH OF 310TH STREET, 13.0 FT (4.0 M) EAST OF
 DF6834'COUNTY ROAD 18 (670TH AVENUE), IN THE NORTH END OF THE EAST BRIDGE
 DF6834'CURB.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 PP1845 ***********************************************************************
 PP1845  DESIGNATION -  27 L
 PP1845  PID         -  PP1845
 PP1845  STATE/COUNTY-  MN/SCOTT
 PP1845  COUNTRY     -  US
 PP1845  USGS QUAD   -  SHAKOPEE (2019)
 PP1845
 PP1845                         *CURRENT SURVEY CONTROL
 PP1845  ______________________________________________________________________
 PP1845* NAD 83(1986) POSITION- 44 48 03.43   (N) 093 31 38.30   (W)   HD_HELD1
 PP1845* NAVD 88 ORTHO HEIGHT -   216.591 (meters)      710.60  (feet) ADJUSTED
 PP1845  ______________________________________________________________________
 PP1845  GEOID HEIGHT    -        -26.825 (meters)                     GEOID18
 PP1845  DYNAMIC HEIGHT  -        216.587 (meters)      710.59  (feet) COMP
 PP1845  MODELED GRAVITY -    980,591.0   (mgal)                       NAVD 88
 PP1845
 PP1845  VERT ORDER      -  SECOND    CLASS 0
 PP1845
 PP1845.The horizontal coordinates were determined by differentially corrected
 PP1845.hand held GPS observations or other comparable positioning techniques
 PP1845.and have an estimated accuracy of +/- 3 meters.
 PP1845
 PP1845.The orthometric height was determined by differential leveling and
 PP1845.adjusted by the NATIONAL GEODETIC SURVEY
 PP1845.in June 1991.
 PP1845
 PP1845.Significant digits in the geoid height do not necessarily reflect accuracy.
 PP1845.GEOID18 height accuracy estimate available here.
 PP1845
 PP1845.Click photographs - Photos may exist for this station.
 PP1845
 PP1845.The dynamic height is computed by dividing the NAVD 88
 PP1845.geopotential number by the normal gravity value computed on the
 PP1845.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP1845.degrees latitude (g = 980.6199 gals.).
 PP1845
 PP1845.The modeled gravity was interpolated from observed gravity values.
 PP1845
 PP1845;                    North         East    Units  Estimated Accuracy
 PP1845;SPC MN S     -   300,216.0     837,396.7     MT  (+/- 3 meters HH1 GPS) 
 PP1845
 PP1845_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK5829660974(NAD 83)
 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
 PP1845.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PP1845.See file dsdata.pdf to determine how the superseded data were derived.
 PP1845
 PP1845_MARKER: DD = SURVEY DISK
 PP1845_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 PP1845_SP_SET: BRIDGE PILLAR/PIER
 PP1845_STAMPING: USCE BM MINN RIVER
 PP1845_MARK LOGO: USACE
 PP1845_MAGNETIC: N = NO MAGNETIC MATERIAL
 PP1845_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PP1845_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 PP1845+SATELLITE: SATELLITE OBSERVATIONS - July 23, 2012
 PP1845
 PP1845  HISTORY     - Date     Condition        Report By
 PP1845  HISTORY     - UNK      MONUMENTED       USACE
 PP1845  HISTORY     - 1972     GOOD             MNDT
 PP1845  HISTORY     - 1984     GOOD             MNDT
 PP1845  HISTORY     - 20080604 GOOD             MNDT
 PP1845  HISTORY     - 20120723 GOOD             MNDT
 PP1845
 PP1845                          STATION DESCRIPTION
 PP1845
 PP1845'DESCRIBED BY MN DEPT OF TRANSP 1972
 PP1845'0.2 MI N FROM SHAKOPEE.
 PP1845'0.2 MILES NORTH ALONG T.H. 101 AND T.H. 169 FROM THE JUNCTION OF T.H.
 PP1845'169 AND T.H. 101 IN SHAKOPEE, IN THE BASE OF THE SECOND PIER SOUTH OF
 PP1845'NORTH ABUTMENT OF THE HIGHWAY BRIDGE (NO. 4175) OVER THE MINNESOTA
 PP1845'RIVER.  CORNER OF N.E. 1/4, SEC 1, T 115 N, R 23W.
 PP1845
 PP1845                          STATION RECOVERY (1984)
 PP1845
 PP1845'RECOVERY NOTE BY MN DEPT OF TRANSP 1984 (EGS)
 PP1845'THE MARK WAS RECOVERED ON GOOD CONDITION, IN THE CITY OF SHAKOPEE,
 PP1845'ABOUT 0.2 MILE NORTH ALONG TRUNK HIGHWAY 101/169 FROM THE JUNCTION OF
 PP1845'TRUNK HIGHWAYS 169 AND 101 IN SHAKOPEE, IN THE NE 1/4 OF SECTION 1,
 PP1845'T115N, R23W.  THE MARK, A STANDARD CORPS OF ENGINEERS DISK
 PP1845'STAMPED---27 L---, IS SET IN THE BASE OF THE SECOND PIER SOUTH OF THE
 PP1845'NORTH ABUTMENT OF THE TRUNK HIGHWAY 169/101 BRIDGE (NUMBER 4175) OVER
 PP1845'THE MINNESOTA RIVER.
 PP1845
 PP1845                          STATION RECOVERY (2008)
 PP1845
 PP1845'RECOVERY NOTE BY MN DEPT OF TRANSP 2008 (PL)
 PP1845'THE STATION IS LOCATED ABOUT 7.3 MI (11.7 KM) SOUTH-SOUTHEAST OF
 PP1845'EXCELSIOR, 4.6 MI (7.4 KM) SOUTHWEST OF EDEN PRAIRIE AND IN THE TOWN
 PP1845'OF SHAKOPEE,.
 PP1845'
 PP1845'TO REACH TO THE MARK GO 0.2 MI (0.3 KM) NORTH OF THE JUNCTION OF TRUNK
 PP1845'HIGHWAY 169 AND TRUNK HIGHWAY 101, IN BASE OF SECOND PIER SOUTH OF
 PP1845'NORTH ABUTMENT OF ABANDONED TRUNK HIGHWAY 101 BRIDGE, NOW A PEDESTRIAN
 PP1845'BRIDGE 4175 OVER MINNESOTA RIVER, ON EAST END OF FOUNDATIONS.
 PP1845
 PP1845                          STATION RECOVERY (2012)
 PP1845
 PP1845'RECOVERY NOTE BY MN DEPT OF TRANSP 2012 (KMS)
 PP1845'IN SHAKOPEE, 0.15 MI (0.2 KM) NORTH ALONG COUNTY ROAD 101  FROM THE
 PP1845'JUNCTION OF COUNTY ROAD 101 AND COUNTY ROAD 69 IN SHAKOPEE THEN 0.05
 PP1845'MI (0.1 KM) EAST AND SOUTH THROUGH PARKING LOT, THEN 0.05 MI (0.1 KM)
 PP1845'WEST ON DIRT ROAD UNDER BRIDGE SOUTH OF NORTH ABUTMENT OF ABANDONED
 PP1845'TRUNK HIGHWAY 101 BRIDGE (NOW A PEDESTRIAN BRIDGE) NUMBER 4175 OVER
 PP1845'MINNESOTA RIVER, ON EAST END OF FOUNDATIONS.  SET DATE UNKNOWN.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 AC5047 ***********************************************************************
 AC5047  HT_MOD      -  This is a Height Modernization Survey Station.
 AC5047  DESIGNATION -  27 LMT
 AC5047  PID         -  AC5047
 AC5047  STATE/COUNTY-  MN/HOUSTON
 AC5047  COUNTRY     -  US
 AC5047  USGS QUAD   -  WILMINGTON (2019)
 AC5047
 AC5047                         *CURRENT SURVEY CONTROL
 AC5047  ______________________________________________________________________
 AC5047* NAD 83(2011) POSITION- 43 37 24.43439(N) 091 33 00.90012(W)   ADJUSTED
 AC5047* NAD 83(2011) ELLIP HT-   322.630 (meters)        (06/27/12)   ADJUSTED
 AC5047* NAD 83(2011) EPOCH   -  2010.00
 AC5047* NAVD 88 ORTHO HEIGHT -   353.24  (meters)     1158.9   (feet) GPS OBS
 AC5047  ______________________________________________________________________
 AC5047  NAVD 88 orthometric height was determined with geoid model    GEOID03
 AC5047  GEOID HEIGHT    -        -30.503 (meters)                     GEOID03
 AC5047  GEOID HEIGHT    -        -30.606 (meters)                     GEOID18
 AC5047  NAD 83(2011) X  -   -125,114.375 (meters)                     COMP
 AC5047  NAD 83(2011) Y  - -4,622,980.853 (meters)                     COMP
 AC5047  NAD 83(2011) Z  -  4,378,123.549 (meters)                     COMP
 AC5047  LAPLACE CORR    -         -5.46  (seconds)                    DEFLEC18
 AC5047
 AC5047  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AC5047  Standards:
 AC5047         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AC5047            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AC5047  -------------------------------------------------------------------
 AC5047  NETWORK    0.30   0.45           0.14   0.10   0.23      0.00326961
 AC5047  -------------------------------------------------------------------
 AC5047  Click here for local accuracies and other accuracy information.
 AC5047
 AC5047.The horizontal coordinates were established by GPS observations
 AC5047.and adjusted by the National Geodetic Survey in June 2012.
 AC5047
 AC5047.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AC5047.been affixed to the stable North American tectonic plate. See 
 AC5047.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AC5047
 AC5047.The horizontal coordinates are valid at the epoch date displayed above
 AC5047.which is a decimal equivalence of Year/Month/Day.
 AC5047
 AC5047.The orthometric height was determined by GPS observations and a
 AC5047.high-resolution geoid model using precise GPS observation and
 AC5047.processing techniques.
 AC5047
 AC5047.Significant digits in the geoid height do not necessarily reflect accuracy.
 AC5047.GEOID18 height accuracy estimate available here.
 AC5047
 AC5047.Click photographs - Photos may exist for this station.
 AC5047
 AC5047.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AC5047
 AC5047.The Laplace correction was computed from DEFLEC18 derived deflections.
 AC5047
 AC5047.The ellipsoidal height was determined by GPS observations
 AC5047.and is referenced to NAD 83.
 AC5047
 AC5047. The following values were computed from the NAD 83(2011) position.
 AC5047
 AC5047;                    North         East     Units Scale Factor Converg.
 AC5047;SPC MN S     -   172,237.397   997,701.505   MT  1.00003847   +1 43 01.6
 AC5047;SPC MN S     -   565,082.19  3,273,292.35   sFT  1.00003847   +1 43 01.6
 AC5047;UTM  15      - 4,831,073.129   616,965.607   MT  0.99976828   +1 00 01.1
 AC5047
 AC5047!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AC5047!SPC MN S     -   0.99994941  x   1.00003847  =   0.99998788
 AC5047!UTM  15      -   0.99994941  x   0.99976828  =   0.99971770
 AC5047
 AC5047_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXJ1696531073(NAD 83)
 AC5047
 AC5047                          SUPERSEDED SURVEY CONTROL
 AC5047
 AC5047  NAD 83(2007)-  43 37 24.43463(N)    091 33 00.90115(W) AD(2002.00) 0
 AC5047  ELLIP H (02/10/07)  322.662  (m)                       GP(2002.00)    
 AC5047  NAD 83(1996)-  43 37 24.43410(N)    091 33 00.90034(W) AD(       ) 1
 AC5047  ELLIP H (01/15/97)  322.717  (m)                       GP(       ) 4 2
 AC5047  NAVD 88 (01/15/97)  353.2    (m)  GEOID96  model used  GPS OBS        
 AC5047
 AC5047.Superseded values are not recommended for survey control.
 AC5047
 AC5047.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC5047.See file dsdata.pdf to determine how the superseded data were derived.
 AC5047
 AC5047_MARKER: DD = SURVEY DISK
 AC5047_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 AC5047_STAMPING: 1159 FT 27 LMT 1963
 AC5047_MARK LOGO: USGS
 AC5047_PROJECTION: FLUSH
 AC5047_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 AC5047_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AC5047_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC5047+SATELLITE: SATELLITE OBSERVATIONS - September 04, 2024
 AC5047
 AC5047  HISTORY     - Date     Condition        Report By
 AC5047  HISTORY     - 1963     MONUMENTED       USGS
 AC5047  HISTORY     - 19960315 GOOD             MN-055
 AC5047  HISTORY     - 20080228 GOOD             MNDT
 AC5047  HISTORY     - 20201215 GOOD             MNDT
 AC5047  HISTORY     - 20240904 GOOD             MNDT
 AC5047
 AC5047                          STATION DESCRIPTION
 AC5047
 AC5047'DESCRIBED BY HOUSTON COUNTY MINNESOTA 1996 (TAM)
 AC5047'THE MARK WAS RECOVERED IN GOOD CONDITION.  THE MARK IS LOCATED ABOUT
 AC5047'2.25 MI (3.62 KM) WEST OF THE TOWN OF CALEDONIA IN THE NE 1/4 OF
 AC5047'SECTION 21, T102N, R6W.  TO REACH THE MARK FROM THE JCT OF TH 44 AND
 AC5047'CO RD 12 IN CALEDONIA, GO WEST FOR 2.25 MI (3.62 KM) ON CO RD 12 AND
 AC5047'THE MARK ON THE RIGHT.  THE MARK, A DISK SET IN A CONC MON, IS 47 FT
 AC5047'(14.3 M) NORTH OF CO RD 12, 56 FT (17.1 M) WEST OF A FIELD ENT TO THE
 AC5047'SOUTH, AND 3 FT (0.9 M) SOUTH OF A P-POLE.  RECOVERED AND DESCRIBED BY
 AC5047'TAMMY A.  MAUSS, CHECKED BY J.E.M.
 AC5047
 AC5047                          STATION RECOVERY (2008)
 AC5047
 AC5047'RECOVERY NOTE BY MN DEPT OF TRANSP 2008 (TNP)
 AC5047'THE MARK WAS RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.
 AC5047'THE MARK IS 2.25 MILES WEST OF CALEDONIA, 2.25 MILES WEST ON COUNTY
 AC5047'ROAD 12 FROM JUNCTION OF TRUNK HIGHWAY 44 AND COUNTY ROAD 12 IN
 AC5047'CALEDONIA, 47 FEET NORTH OF COUNTY ROAD 12, 56 FEET WEST OF FIELD
 AC5047'ENTRANCE SOUTH, 3 FEET SOUTH OF POWER POLE.
 AC5047
 AC5047                          STATION RECOVERY (2020)
 AC5047
 AC5047'RECOVERY NOTE BY MN DEPT OF TRANSP 2020 (KMS)
 AC5047'2.25 MI (3.62 KM) WEST OF CALEDONIA, 2.25 MI (3.62 KM) WEST ON COUNTY
 AC5047'ROAD 12 FROM THE JUNCTION OF TRUNK HIGHWAY 44 AND COUNTY ROAD 12 IN
 AC5047'CALEDONIA, 47.0 FT (14.3 M) NORTH OF COUNTY ROAD 12, 56.0 FT (17.1 M)
 AC5047'WEST OF A FIELD ENTRANCE SOUTH, 3.0 FT (0.9 M) SOUTH OF A POWER POLE,
 AC5047'0.5 FT (15 CM) SOUTH OF A WITNESS POST.
 AC5047
 AC5047                          STATION RECOVERY (2024)
 AC5047
 AC5047'RECOVERY NOTE BY MN DEPT OF TRANSP 2024 (KMS)
 AC5047'2.25 MI (3.62 KM) WEST OF CALEDONIA, 2.25 MI (3.62 KM) WEST ALONG
 AC5047'COUNTY ROAD 12 FROM THE JUNCTION OF TRUNK HIGHWAY 44 AND COUNTY ROAD
 AC5047'12 IN CALEDONIA, 47.0 FT (14.3 M) NORTH OF COUNTY ROAD 12, 3.0 FT (0.9
 AC5047'M) SOUTH OF A POWER POLE, 0.5 FT (15 CM) SOUTH OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DN9291 ***********************************************************************
 DN9291  DESIGNATION -  27 LMT
 DN9291  PID         -  DN9291
 DN9291  STATE/COUNTY-  MN/YELLOW MEDICINE
 DN9291  COUNTRY     -  US
 DN9291  USGS QUAD   -  GRANITE FALLS (2019)
 DN9291
 DN9291                         *CURRENT SURVEY CONTROL
 DN9291  ______________________________________________________________________
 DN9291* NAD 83(2011) POSITION- 44 46 32.50610(N) 095 37 27.84304(W)   ADJUSTED
 DN9291* NAD 83(2011) ELLIP HT-   298.124 (meters)        (09/16/14)   ADJUSTED
 DN9291* NAD 83(2011) EPOCH   -  2010.00
 DN9291* NAVD 88 ORTHO HEIGHT -   324.852 (meters)     1065.79  (feet) ADJUSTED
 DN9291  ______________________________________________________________________
 DN9291  GEOID HEIGHT    -        -26.734 (meters)                     GEOID18
 DN9291  NAD 83(2011) X  -   -444,499.138 (meters)                     COMP
 DN9291  NAD 83(2011) Y  - -4,513,559.355 (meters)                     COMP
 DN9291  NAD 83(2011) Z  -  4,469,898.025 (meters)                     COMP
 DN9291  LAPLACE CORR    -         -2.32  (seconds)                    DEFLEC18
 DN9291  DYNAMIC HEIGHT  -        324.821 (meters)     1065.68  (feet) COMP
 DN9291  MODELED GRAVITY -    980,510.8   (mgal)                       NAVD 88
 DN9291
 DN9291  VERT ORDER      -  SECOND    CLASS I
 DN9291
 DN9291  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DN9291  Standards:
 DN9291         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DN9291            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DN9291  -------------------------------------------------------------------
 DN9291  NETWORK    0.77   0.71           0.37   0.22   0.36     -0.13457331
 DN9291  -------------------------------------------------------------------
 DN9291  Click here for local accuracies and other accuracy information.
 DN9291
 DN9291.The horizontal coordinates were established by GPS observations
 DN9291.and adjusted by the MN DEPT OF TRANSP in September 2014.
 DN9291
 DN9291.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DN9291.been affixed to the stable North American tectonic plate. See 
 DN9291.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DN9291
 DN9291.The horizontal coordinates are valid at the epoch date displayed above
 DN9291.which is a decimal equivalence of Year/Month/Day.
 DN9291
 DN9291.The orthometric height was determined by differential leveling and
 DN9291.adjusted by the NATIONAL GEODETIC SURVEY
 DN9291.in December 2013.
 DN9291
 DN9291.No vertical observational check was made to the station.
 DN9291
 DN9291.Significant digits in the geoid height do not necessarily reflect accuracy.
 DN9291.GEOID18 height accuracy estimate available here.
 DN9291
 DN9291.Click photographs - Photos may exist for this station.
 DN9291
 DN9291.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DN9291
 DN9291.The Laplace correction was computed from DEFLEC18 derived deflections.
 DN9291
 DN9291.The ellipsoidal height was determined by GPS observations
 DN9291.and is referenced to NAD 83.
 DN9291
 DN9291.The dynamic height is computed by dividing the NAVD 88
 DN9291.geopotential number by the normal gravity value computed on the
 DN9291.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN9291.degrees latitude (g = 980.6199 gals.).
 DN9291
 DN9291.The modeled gravity was interpolated from observed gravity values.
 DN9291
 DN9291. The following values were computed from the NAD 83(2011) position.
 DN9291
 DN9291;                    North         East     Units Scale Factor Converg.
 DN9291;SPC MN S     -   298,578.768   671,439.415   MT  0.99993347   -1 08 18.9
 DN9291;SPC MN S     -   979,587.17  2,202,880.81   sFT  0.99993347   -1 08 18.9
 DN9291;UTM  15      - 4,961,384.302   292,350.960   MT  1.00013025   -1 50 56.8
 DN9291
 DN9291!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DN9291!SPC MN S     -   0.99995326  x   0.99993347  =   0.99988673
 DN9291!UTM  15      -   0.99995326  x   1.00013025  =   1.00008350
 DN9291
 DN9291_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTK9235061384(NAD 83)
 DN9291
 DN9291                          SUPERSEDED SURVEY CONTROL
 DN9291
 DN9291.No superseded survey control is available for this station.
 DN9291
 DN9291_MARKER: DD = SURVEY DISK
 DN9291_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 DN9291_STAMPING: 1065 27 LMT 1964
 DN9291_MARK LOGO: USGS
 DN9291_PROJECTION: FLUSH
 DN9291_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 DN9291_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DN9291_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DN9291+SATELLITE: SATELLITE OBSERVATIONS - May 18, 2021
 DN9291
 DN9291  HISTORY     - Date     Condition        Report By
 DN9291  HISTORY     - 19640401 MONUMENTED       USGS
 DN9291  HISTORY     - 20101026 GOOD             MNDT
 DN9291  HISTORY     - 20210518 GOOD             MNDT
 DN9291
 DN9291                          STATION DESCRIPTION
 DN9291
 DN9291'DESCRIBED BY MN DEPT OF TRANSP 2010 (JBG)
 DN9291'THE MARK IS 4.5 MI (7.2 KM) SOUTHWEST OF GRANITE FALLS.
 DN9291'
 DN9291'TO REACH THE MARK GO 3.2 MI (5.1 KM) WEST-SOUTHWEST ALONG TRUNK
 DN9291'HIGHWAY 67 FROM THE JUNCTION OF TRUNK HIGHWAY 67 AND TRUNK HIGHWAY 212
 DN9291'IN GRANITE FALLS TO TRUNK HIGHWAY 67 MILE POINT 28.1, THEN 1.0 MI (1.6
 DN9291'KM) SOUTH ON COUNTY ROAD 63/510TH STREET.
 DN9291'
 DN9291'IT IS 81 FT (24.7 M) EAST OF COUNTY ROAD 43, 31 FT (9.4 M) NORTH
 DN9291'OF260TH AVENUE, 2.0 FT (0.6 M) EAST OF EAST POWER-POLE, 1.0 FT (0.3 M)
 DN9291'SOUTH OF A WITNESS POST.
 DN9291
 DN9291                          STATION RECOVERY (2021)
 DN9291
 DN9291'RECOVERY NOTE BY MN DEPT OF TRANSP 2021 (TJD)
 DN9291'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DH5947 ***********************************************************************
 DH5947  DESIGNATION -  27 LNB
 DH5947  PID         -  DH5947
 DH5947  STATE/COUNTY-  MN/OTTER TAIL
 DH5947  COUNTRY     -  US
 DH5947  USGS QUAD   -  PARKERS PRAIRIE (2019)
 DH5947
 DH5947                         *CURRENT SURVEY CONTROL
 DH5947  ______________________________________________________________________
 DH5947* NAD 83(1986) POSITION- 46 14 18.13   (N) 095 19 06.15   (W)   HD_HELD1
 DH5947* NAVD 88 ORTHO HEIGHT -   440.535 (meters)     1445.32  (feet) ADJUSTED
 DH5947  ______________________________________________________________________
 DH5947  GEOID HEIGHT    -        -26.597 (meters)                     GEOID18
 DH5947  DYNAMIC HEIGHT  -        440.534 (meters)     1445.32  (feet) COMP
 DH5947  MODELED GRAVITY -    980,597.7   (mgal)                       NAVD 88
 DH5947
 DH5947  VERT ORDER      -  SECOND    CLASS I
 DH5947
 DH5947.The horizontal coordinates were determined by differentially corrected
 DH5947.hand held GPS observations or other comparable positioning techniques
 DH5947.and have an estimated accuracy of +/- 3 meters.
 DH5947
 DH5947.The orthometric height was determined by differential leveling and
 DH5947.adjusted by the NATIONAL GEODETIC SURVEY
 DH5947.in May 2009.
 DH5947
 DH5947.No vertical observational check was made to the station.
 DH5947
 DH5947.Significant digits in the geoid height do not necessarily reflect accuracy.
 DH5947.GEOID18 height accuracy estimate available here.
 DH5947
 DH5947.Click photographs - Photos may exist for this station.
 DH5947
 DH5947.The dynamic height is computed by dividing the NAVD 88
 DH5947.geopotential number by the normal gravity value computed on the
 DH5947.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH5947.degrees latitude (g = 980.6199 gals.).
 DH5947
 DH5947.The modeled gravity was interpolated from observed gravity values.
 DH5947
 DH5947;                    North         East    Units  Estimated Accuracy
 DH5947;SPC MN C     -   238,195.5     717,605.1     MT  (+/- 3 meters HH1 GPS) 
 DH5947
 DH5947_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUM2125723144(NAD 83)
 DH5947
 DH5947                          SUPERSEDED SURVEY CONTROL
 DH5947
 DH5947.No superseded survey control is available for this station.
 DH5947
 DH5947_MARKER: DD = SURVEY DISK
 DH5947_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH5947_STAMPING: 27 LNB 1967
 DH5947_MARK LOGO: USGS
 DH5947_PROJECTION: RECESSED 8 CENTIMETERS
 DH5947_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DH5947_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DH5947+STABILITY: SURFACE MOTION
 DH5947_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DH5947+SATELLITE: SATELLITE OBSERVATIONS - October 01, 2015
 DH5947
 DH5947  HISTORY     - Date     Condition        Report By
 DH5947  HISTORY     - 19670401 MONUMENTED       USGS
 DH5947  HISTORY     - 20051003 GOOD             MNDT
 DH5947  HISTORY     - 20151001 GOOD             MNDT
 DH5947
 DH5947                          STATION DESCRIPTION
 DH5947
 DH5947'DESCRIBED BY US GEOLOGICAL SURVEY 1967 (LLB)
 DH5947'ALMORA, 0.5 MI (0.8 KM) S. AND 2.2 MI (3.5 KM) E. OF, ABOUT 0.2 MI
 DH5947'(0.3 KM) E. OF QUARTER CORNER BETWEEN SECS. 15 AND 22, T. 132 N., R.
 DH5947'37 W., 55 FT (16.8 M) N., 70 FT (21.3 M) W. AND 2.8 FT (0.9 M) LOWER
 DH5947'THAN CO. HWY. 40 AT FIELD ENTRANCES N. AND S., 2.1 FT (0.6 M) W. OF A
 DH5947'POWER POLE AND 1.2 FT (0.4 M) E. OF A METAL WITNESS POST, IN A
 DH5947'CONCRETE POST, A STANDARD TABLET STAMPED 27 LNB 1967
 DH5947
 DH5947                          STATION RECOVERY (2005)
 DH5947
 DH5947'RECOVERY NOTE BY MN DEPT OF TRANSP 2005 (WAS)
 DH5947'RECOVERED AS DESCRIBED.
 DH5947
 DH5947                          STATION RECOVERY (2015)
 DH5947
 DH5947'RECOVERY NOTE BY MN DEPT OF TRANSP 2015 (KMS)
 DH5947'THE MARK IS LOCATED ABOUT 6.1 MI (9.8 KM) NORTH OF PARKERS PRAIRIE.
 DH5947'
 DH5947'TO REACH THE MARK GO 6.15 MI (9.90 KM) NORTH ALONG TRUNK HIGHWAY 29
 DH5947'FROM THE JUNCTION OF TRUNK HIGHWAY 29 AND COUNTY ROAD 42 IN PARKERS
 DH5947'PRAIRIE TO TRUNK HIGHWAY 29 MILE POINT 106.30, THEN 0.2 MI (0.3 KM)
 DH5947'EAST ON COUNTY ROAD 40.
 DH5947'
 DH5947'THE MARK IS LOCATED 55.0 FT (16.8 M) NORTH OF COUNTY ROAD 40, AT FIELD
 DH5947'ENTRANCE NORTH AND SOUTH, 2.1 FT (0.6 M) WEST OF POWER POLE, 1.2 FT
 DH5947'(0.4 M) EAST OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DM5866 ***********************************************************************
 DM5866  DESIGNATION -  27 RC
 DM5866  PID         -  DM5866
 DM5866  STATE/COUNTY-  MN/PINE
 DM5866  COUNTRY     -  US
 DM5866  USGS QUAD   -  DUXBURY (2019)
 DM5866
 DM5866                         *CURRENT SURVEY CONTROL
 DM5866  ______________________________________________________________________
 DM5866* NAD 83(1986) POSITION- 46 10 20.     (N) 092 30 32.     (W)   SCALED
 DM5866* NAVD 88 ORTHO HEIGHT -   346.827 (meters)     1137.88  (feet) ADJUSTED
 DM5866  ______________________________________________________________________
 DM5866  GEOID HEIGHT    -        -26.652 (meters)                     GEOID18
 DM5866  DYNAMIC HEIGHT  -        346.856 (meters)     1137.98  (feet) COMP
 DM5866  MODELED GRAVITY -    980,687.9   (mgal)                       NAVD 88
 DM5866
 DM5866  VERT ORDER      -  SECOND    CLASS I
 DM5866
 DM5866.The horizontal coordinates were scaled from a map and have
 DM5866.an estimated accuracy of +/- 6 seconds.
 DM5866
 DM5866.The orthometric height was determined by differential leveling and
 DM5866.adjusted by the NATIONAL GEODETIC SURVEY
 DM5866.in January 2012.
 DM5866
 DM5866.No vertical observational check was made to the station.
 DM5866
 DM5866.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM5866.GEOID18 height accuracy estimate available here.
 DM5866
 DM5866.Click photographs - Photos may exist for this station.
 DM5866
 DM5866.The dynamic height is computed by dividing the NAVD 88
 DM5866.geopotential number by the normal gravity value computed on the
 DM5866.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM5866.degrees latitude (g = 980.6199 gals.).
 DM5866
 DM5866.The modeled gravity was interpolated from observed gravity values.
 DM5866
 DM5866;                    North         East    Units  Estimated Accuracy
 DM5866;SPC MN C     -   231,770.      934,430.      MT  (+/- 180 meters Scaled)
 DM5866
 DM5866_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWM379133(NAD 83)
 DM5866
 DM5866                          SUPERSEDED SURVEY CONTROL
 DM5866
 DM5866.No superseded survey control is available for this station.
 DM5866
 DM5866_MARKER: DB = BENCH MARK DISK
 DM5866_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DM5866_STAMPING: 27 RC 1954 1138
 DM5866_MARK LOGO: USGS
 DM5866_PROJECTION: PROJECTING 0 CENTIMETERS
 DM5866_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DM5866_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DM5866+STABILITY: SURFACE MOTION
 DM5866_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DM5866+SATELLITE: SATELLITE OBSERVATIONS - July 1, 2007
 DM5866
 DM5866  HISTORY     - Date     Condition        Report By
 DM5866  HISTORY     - 1954     MONUMENTED       USGS
 DM5866  HISTORY     - 2007071  GOOD             MNDT
 DM5866
 DM5866                          STATION DESCRIPTION
 DM5866
 DM5866'DESCRIBED BY MN DEPT OF TRANSP 2007 (JBG)
 DM5866'THE MARK IS 3.0 MI (4.8 KM) NORTH OF DUXBURY.
 DM5866'
 DM5866'IT IS 175 FT (53.3 M) NORTH SCHOOLHOUSE DRIVE, 27 FT (8.2 M) EAST OF
 DM5866'COUNTY ROAD 24, 3.05 MI (4.9 KM) NORTH ALONG COUNTY ROAD 24 FROM THE
 DM5866'JUNCTION OF COUNTY ROAD 24 AND COUNTY ROAD AND COUNTY ROAD 141 IN
 DM5866'DUXBURY, 2.0 FT (0.6 M) WEST OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DL4800 ***********************************************************************
 DL4800  HT_MOD      -  This is a Height Modernization Survey Station.
 DL4800  DESIGNATION -  27 RWM
 DL4800  PID         -  DL4800
 DL4800  STATE/COUNTY-  MN/HOUSTON
 DL4800  COUNTRY     -  US
 DL4800  USGS QUAD   -  YUCATAN (2019)
 DL4800
 DL4800                         *CURRENT SURVEY CONTROL
 DL4800  ______________________________________________________________________
 DL4800* NAD 83(2011) POSITION- 43 43 22.22546(N) 091 37 32.21874(W)   ADJUSTED
 DL4800* NAD 83(2011) ELLIP HT-   191.134 (meters)        (06/27/12)   ADJUSTED
 DL4800* NAD 83(2011) EPOCH   -  2010.00
 DL4800* NAVD 88 ORTHO HEIGHT -   221.67  (meters)      727.3   (feet) GPS OBS
 DL4800  ______________________________________________________________________
 DL4800  NAVD 88 orthometric height was determined with geoid model    GEOID03
 DL4800  GEOID HEIGHT    -        -30.444 (meters)                     GEOID03
 DL4800  GEOID HEIGHT    -        -30.540 (meters)                     GEOID18
 DL4800  NAD 83(2011) X  -   -130,976.262 (meters)                     COMP
 DL4800  NAD 83(2011) Y  - -4,615,094.704 (meters)                     COMP
 DL4800  NAD 83(2011) Z  -  4,386,019.943 (meters)                     COMP
 DL4800  LAPLACE CORR    -         -5.96  (seconds)                    DEFLEC18
 DL4800
 DL4800  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DL4800  Standards:
 DL4800         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DL4800            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DL4800  -------------------------------------------------------------------
 DL4800  NETWORK    0.33   0.43           0.15   0.11   0.22      0.08569415
 DL4800  -------------------------------------------------------------------
 DL4800  Click here for local accuracies and other accuracy information.
 DL4800
 DL4800.The horizontal coordinates were established by GPS observations
 DL4800.and adjusted by the National Geodetic Survey in June 2012.
 DL4800
 DL4800.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DL4800.been affixed to the stable North American tectonic plate. See 
 DL4800.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DL4800
 DL4800.The horizontal coordinates are valid at the epoch date displayed above
 DL4800.which is a decimal equivalence of Year/Month/Day.
 DL4800
 DL4800.The orthometric height was determined by GPS observations and a
 DL4800.high-resolution geoid model using precise GPS observation and
 DL4800.processing techniques.
 DL4800
 DL4800.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL4800.GEOID18 height accuracy estimate available here.
 DL4800
 DL4800.Click photographs - Photos may exist for this station.
 DL4800
 DL4800.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DL4800
 DL4800.The Laplace correction was computed from DEFLEC18 derived deflections.
 DL4800
 DL4800.The ellipsoidal height was determined by GPS observations
 DL4800.and is referenced to NAD 83.
 DL4800
 DL4800. The following values were computed from the NAD 83(2011) position.
 DL4800
 DL4800;                    North         East     Units Scale Factor Converg.
 DL4800;SPC MN S     -   183,095.960   991,300.266   MT  1.00001366   +1 39 51.4
 DL4800;SPC MN S     -   600,707.33  3,252,290.96   sFT  1.00001366   +1 39 51.4
 DL4800;UTM  15      - 4,842,007.866   610,702.132   MT  0.99975073   +0 57 00.1
 DL4800
 DL4800!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DL4800!SPC MN S     -   0.99997003  x   1.00001366  =   0.99998369
 DL4800!UTM  15      -   0.99997003  x   0.99975073  =   0.99972077
 DL4800
 DL4800_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXJ1070242007(NAD 83)
 DL4800
 DL4800                          SUPERSEDED SURVEY CONTROL
 DL4800
 DL4800  NAD 83(2007)-  43 43 22.22557(N)    091 37 32.21978(W) AD(2002.00) 1
 DL4800  ELLIP H (09/09/09)  191.174  (m)                       GP(2002.00) 4 1
 DL4800
 DL4800.Superseded values are not recommended for survey control.
 DL4800
 DL4800.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL4800.See file dsdata.pdf to determine how the superseded data were derived.
 DL4800
 DL4800_MARKER: DD = SURVEY DISK
 DL4800_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 DL4800_STAMPING: 27 RWM 1963
 DL4800_MARK LOGO: USGS
 DL4800_PROJECTION: FLUSH
 DL4800_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DL4800_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DL4800_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL4800+SATELLITE: SATELLITE OBSERVATIONS - September 04, 2024
 DL4800
 DL4800  HISTORY     - Date     Condition        Report By
 DL4800  HISTORY     - 1963     MONUMENTED       USGS
 DL4800  HISTORY     - 20080226 GOOD             MNDT
 DL4800  HISTORY     - 2020109  GOOD             MNDT
 DL4800  HISTORY     - 20240904 GOOD             MNDT
 DL4800
 DL4800                          STATION DESCRIPTION
 DL4800
 DL4800'DESCRIBED BY MN DEPT OF TRANSP 2008 (PRB)
 DL4800'THE MARK WAS RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.
 DL4800'THE MARK IS 4.6 MILES SOUTH-SOUTHWEST OF HOUSTON, 1.8 MILES SOUTH
 DL4800'ALONG TRUNK HIGHWAY 76 FROM JUNCTION OF TRUNK HIGHWAY 76 AND TRUNK
 DL4800'HIGHWAY 16 IN HOUSTON, THEN 4.0 MILES EAST ALONG COUNTY ROAD 4, 38
 DL4800'FEET SOUTH OF COUNTY ROAD 4, 33.0 FEET EAST OF TWIN RIDGE ROAD, 15.0
 DL4800'FEET NORTHEAST OF FENCE CORNER, 2.0 FEET WEST OF STEEL ELECTRICAL BOX,
 DL4800'1.5 FEET EAST OF STEEL TELEPHONE JUNCTION BOX NUMMBER R 103 A1, 0.3
 DL4800'FOOT NORTH OF WITNESS POST.
 DL4800
 DL4800                          STATION RECOVERY (2020)
 DL4800
 DL4800'RECOVERY NOTE BY MN DEPT OF TRANSP 2020 (KMS)
 DL4800'4.6 MI (7.4 KM) SOUTH-SOUTHWEST OF HOUSTON, 1.8 MI (2.9 KM) SOUTH
 DL4800'ALONG TRUNK HIGHWAY 76 FROM THE JUNCTION OF TRUNK HIGHWAY 76 AND TRUNK
 DL4800'HIGHWAY 16 IN HOUSTON, THEN 4.0 MI (6.4 KM) EAST ALONG COUNTY ROAD 4,
 DL4800'38.0 FT (11.6 M) SOUTH OF COUNTY ROAD 4, 33.0 FT (10.1 M) EAST OF CUT
 DL4800'ACROSS THE ROAD, 2.0 FT (0.6 M) WEST OF A STEEL ELECTRICAL BOX, 1.5 FT
 DL4800'(0.5 M) EAST OF STEEL TELEPHONE JUNCTION BOX NUMBER R 103 A1, 0.3 FT
 DL4800'(9 CM) NORTH OF A WITNESS POST.
 DL4800
 DL4800                          STATION RECOVERY (2024)
 DL4800
 DL4800'RECOVERY NOTE BY MN DEPT OF TRANSP 2024 (KMS)
 DL4800'4.6 MI (7.4 KM) SOUTH-SOUTHWEST OF HOUSTON, 1.8 MI (2.9 KM) SOUTH
 DL4800'ALONG TRUNK HIGHWAY 76 FROM THE JUNCTION OF TRUNK HIGHWAY 76 AND TRUNK
 DL4800'HIGHWAY 16 IN HOUSTON, THEN 4.0 MI (6.4 KM) EAST ALONG COUNTY ROAD 4,
 DL4800'38.0 FT (11.6 M) SOUTH OF COUNTY ROAD 4, 33.0 FT (10.1 M) EAST OF CUT
 DL4800'ACROSS THE ROAD, 0.3 FT (9 CM) NORTH OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DG5778 ***********************************************************************
 DG5778  DESIGNATION -  27 SEM
 DG5778  PID         -  DG5778
 DG5778  STATE/COUNTY-  MN/AITKIN
 DG5778  COUNTRY     -  US
 DG5778  USGS QUAD   -  MINNEWAWA (2019)
 DG5778
 DG5778                         *CURRENT SURVEY CONTROL
 DG5778  ______________________________________________________________________
 DG5778* NAD 83(1986) POSITION- 46 42 33.75   (N) 093 18 23.82   (W)   HD_HELD1
 DG5778* NAVD 88 ORTHO HEIGHT -   381.688 (meters)     1252.25  (feet) ADJUSTED
 DG5778  ______________________________________________________________________
 DG5778  GEOID HEIGHT    -        -28.327 (meters)                     GEOID18
 DG5778  DYNAMIC HEIGHT  -        381.713 (meters)     1252.34  (feet) COMP
 DG5778  MODELED GRAVITY -    980,667.3   (mgal)                       NAVD 88
 DG5778
 DG5778  VERT ORDER      -  SECOND    CLASS I
 DG5778
 DG5778.The horizontal coordinates were determined by differentially corrected
 DG5778.hand held GPS observations or other comparable positioning techniques
 DG5778.and have an estimated accuracy of +/- 3 meters.
 DG5778
 DG5778.The orthometric height was determined by differential leveling and
 DG5778.adjusted by the NATIONAL GEODETIC SURVEY
 DG5778.in December 2004.
 DG5778
 DG5778.Significant digits in the geoid height do not necessarily reflect accuracy.
 DG5778.GEOID18 height accuracy estimate available here.
 DG5778
 DG5778.Click photographs - Photos may exist for this station.
 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     -   290,422.8     872,132.3     MT  (+/- 3 meters HH1 GPS) 
 DG5778
 DG5778_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVM7656372914(NAD 83)
 DG5778
 DG5778                          SUPERSEDED SURVEY CONTROL
 DG5778
 DG5778.No superseded survey control is available for this station.
 DG5778
 DG5778_MARKER: DB = BENCH MARK DISK
 DG5778_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG5778_STAMPING: 27 SEM 1967
 DG5778_MARK LOGO: USGS
 DG5778_PROJECTION: FLUSH
 DG5778_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 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 - July 03, 2023
 DG5778
 DG5778  HISTORY     - Date     Condition        Report By
 DG5778  HISTORY     - 1967     MONUMENTED       USGS
 DG5778  HISTORY     - 20000911 GOOD             MNDT
 DG5778  HISTORY     - 20230703 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.
 DG5778
 DG5778                          STATION RECOVERY (2023)
 DG5778
 DG5778'RECOVERY NOTE BY MN DEPT OF TRANSP 2023 (KMS)
 DG5778'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 PQ1086 ***********************************************************************
 PQ1086  DESIGNATION -  27 T
 PQ1086  PID         -  PQ1086
 PQ1086  STATE/COUNTY-  MN/LYON
 PQ1086  COUNTRY     -  US
 PQ1086  USGS QUAD   -  MARSHALL SE (2019)
 PQ1086
 PQ1086                         *CURRENT SURVEY CONTROL
 PQ1086  ______________________________________________________________________
 PQ1086* NAD 83(1996) POSITION- 44 22 12.97736(N) 095 49 13.85735(W)   ADJUSTED
 PQ1086* NAVD 88 ORTHO HEIGHT -   403.02  (+/-2cm)     1322.2   (feet) VERTCON3
 PQ1086  ______________________________________________________________________
 PQ1086  GEOID HEIGHT    -        -26.838 (meters)                     GEOID18
 PQ1086  LAPLACE CORR    -         -3.67  (seconds)                    DEFLEC18
 PQ1086  HORZ ORDER      -  THIRD
 PQ1086  VERT ORDER      -  THIRD ? (See Below)
 PQ1086
 PQ1086.The horizontal coordinates were established by classical geodetic methods
 PQ1086.and adjusted by the National Geodetic Survey in March 1999.
 PQ1086
 PQ1086.The NAVD 88 height was computed by applying the VERTCON shift value to
 PQ1086.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PQ1086
 PQ1086.Significant digits in the geoid height do not necessarily reflect accuracy.
 PQ1086.GEOID18 height accuracy estimate available here.
 PQ1086
 PQ1086.The vertical order pertains to the NGVD 29 superseded value.
 PQ1086
 PQ1086.Click photographs - Photos may exist for this station.
 PQ1086
 PQ1086.The Laplace correction was computed from DEFLEC18 derived deflections.
 PQ1086
 PQ1086. The following values were computed from the NAD 83(1996) position.
 PQ1086
 PQ1086;                    North         East     Units Scale Factor Converg.
 PQ1086;SPC MN S     -   253,868.199   654,917.420   MT  0.99992465   -1 16 33.8
 PQ1086;SPC MN S     -   832,899.25  2,148,674.90   sFT  0.99992465   -1 16 33.8
 PQ1086;UTM  15      - 4,916,868.977   275,276.589   MT  1.00022110   -1 58 23.5
 PQ1086
 PQ1086!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PQ1086!SPC MN S     -   0.99994102  x   0.99992465  =   0.99986567
 PQ1086!UTM  15      -   0.99994102  x   1.00022110  =   1.00016211
 PQ1086
 PQ1086_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTK7527616868(NAD 83)
 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             402.82   (m)         1321.6    (f) LEVELING    3  
 PQ1086
 PQ1086.Superseded values are not recommended for survey control.
 PQ1086
 PQ1086.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PQ1086.See file dsdata.pdf to determine how the superseded data were derived.
 PQ1086
 PQ1086_MARKER: DB = BENCH MARK DISK
 PQ1086_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PQ1086_STAMPING: 27 T 1960 1321
 PQ1086_MARK LOGO: USGS
 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 = MARCH 21, 2026 06:05:54 EDT
 DN6832 ***********************************************************************
 DN6832  DESIGNATION -  2701 AA
 DN6832  PID         -  DN6832
 DN6832  STATE/COUNTY-  MN/HENNEPIN
 DN6832  COUNTRY     -  US
 DN6832  USGS QUAD   -  EDEN PRAIRIE (2019)
 DN6832
 DN6832                         *CURRENT SURVEY CONTROL
 DN6832  ______________________________________________________________________
 DN6832* NAD 83(1986) POSITION- 44 51 45.18   (N) 093 26 36.20   (W)   HD_HELD1
 DN6832* NAVD 88 ORTHO HEIGHT -   264.162 (meters)      866.67  (feet) ADJUSTED
 DN6832  ______________________________________________________________________
 DN6832  GEOID HEIGHT    -        -26.891 (meters)                     GEOID18
 DN6832  DYNAMIC HEIGHT  -        264.156 (meters)      866.65  (feet) COMP
 DN6832  MODELED GRAVITY -    980,586.4   (mgal)                       NAVD 88
 DN6832
 DN6832  VERT ORDER      -  SECOND    CLASS I
 DN6832
 DN6832.The horizontal coordinates were determined by differentially corrected
 DN6832.hand held GPS observations or other comparable positioning techniques
 DN6832.and have an estimated accuracy of +/- 3 meters.
 DN6832
 DN6832.The orthometric height was determined by differential leveling and
 DN6832.adjusted by the NATIONAL GEODETIC SURVEY
 DN6832.in August 2013.
 DN6832
 DN6832.Significant digits in the geoid height do not necessarily reflect accuracy.
 DN6832.GEOID18 height accuracy estimate available here.
 DN6832
 DN6832.Click photographs - Photos may exist for this station.
 DN6832
 DN6832.The dynamic height is computed by dividing the NAVD 88
 DN6832.geopotential number by the normal gravity value computed on the
 DN6832.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN6832.degrees latitude (g = 980.6199 gals.).
 DN6832
 DN6832.The modeled gravity was interpolated from observed gravity values.
 DN6832
 DN6832;                    North         East    Units  Estimated Accuracy
 DN6832;SPC MN S     -   307,102.4     843,988.9     MT  (+/- 3 meters HH1 GPS) 
 DN6832
 DN6832_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK6497067777(NAD 83)
 DN6832
 DN6832                          SUPERSEDED SURVEY CONTROL
 DN6832
 DN6832.No superseded survey control is available for this station.
 DN6832
 DN6832_MARKER: DD = SURVEY DISK
 DN6832_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DN6832_SP_SET: BRIDGE WALKWAY
 DN6832_STAMPING: 2701 AA 2008
 DN6832_MARK LOGO: MNDT
 DN6832_MAGNETIC: N = NO MAGNETIC MATERIAL
 DN6832_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DN6832_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DN6832+SATELLITE: SATELLITE OBSERVATIONS - October 03, 2013
 DN6832
 DN6832  HISTORY     - Date     Condition        Report By
 DN6832  HISTORY     - 20080408 MONUMENTED       MNDT
 DN6832  HISTORY     - 20131003 GOOD             MNDT
 DN6832
 DN6832                          STATION DESCRIPTION
 DN6832
 DN6832'DESCRIBED BY MN DEPT OF TRANSP 2008
 DN6832'THE STATION IS LOCATED IN EDEN PRAIRIE.
 DN6832'
 DN6832'TO REACH THE MARK IN ABUTMENT IN NORTHWEST CORNER OF PRAIRIE CENTER
 DN6832'DRIVE BRIDGE NUMBER 27148 OVER TRUNK HIGHWAY 5, 0.5 MI (0.8 KM) WEST
 DN6832'ALONG TRUNK HIGHWAY 5 FROM THE JUNCTION OF TRUNK HIGHWAY 5 AND
 DN6832'INTERSTATE HIGHWAY 494 IN EDEN PRAIRIE, AT TRUNK HIGHWAY 5 MILE POINT
 DN6832'50.05.
 DN6832'
 DN6832'IT IS 30.7 FT (9.4 M) WEST OF SOUTHBOUND PRAIRIE CENTER DRIVE, 3.1 FT
 DN6832'(0.9 M) EAST OF BRIDGE RAIL.
 DN6832
 DN6832                          STATION RECOVERY (2013)
 DN6832
 DN6832'RECOVERY NOTE BY MN DEPT OF TRANSP 2013 (DAS)
 DN6832'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DN6831 ***********************************************************************
 DN6831  DESIGNATION -  2701 AB
 DN6831  PID         -  DN6831
 DN6831  STATE/COUNTY-  MN/HENNEPIN
 DN6831  COUNTRY     -  US
 DN6831  USGS QUAD   -  EDEN PRAIRIE (2019)
 DN6831
 DN6831                         *CURRENT SURVEY CONTROL
 DN6831  ______________________________________________________________________
 DN6831* NAD 83(1986) POSITION- 44 51 43.49   (N) 093 26 32.98   (W)   HD_HELD1
 DN6831* NAVD 88 ORTHO HEIGHT -   262.192 (meters)      860.21  (feet) ADJUSTED
 DN6831  ______________________________________________________________________
 DN6831  GEOID HEIGHT    -        -26.893 (meters)                     GEOID18
 DN6831  DYNAMIC HEIGHT  -        262.186 (meters)      860.19  (feet) COMP
 DN6831  MODELED GRAVITY -    980,586.5   (mgal)                       NAVD 88
 DN6831
 DN6831  VERT ORDER      -  SECOND    CLASS I
 DN6831
 DN6831.The horizontal coordinates were determined by differentially corrected
 DN6831.hand held GPS observations or other comparable positioning techniques
 DN6831.and have an estimated accuracy of +/- 3 meters.
 DN6831
 DN6831.The orthometric height was determined by differential leveling and
 DN6831.adjusted by the NATIONAL GEODETIC SURVEY
 DN6831.in May 2020.
 DN6831
 DN6831.Significant digits in the geoid height do not necessarily reflect accuracy.
 DN6831.GEOID18 height accuracy estimate available here.
 DN6831
 DN6831.Click photographs - Photos may exist for this station.
 DN6831
 DN6831.The dynamic height is computed by dividing the NAVD 88
 DN6831.geopotential number by the normal gravity value computed on the
 DN6831.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN6831.degrees latitude (g = 980.6199 gals.).
 DN6831
 DN6831.The modeled gravity was interpolated from observed gravity values.
 DN6831
 DN6831;                    North         East    Units  Estimated Accuracy
 DN6831;SPC MN S     -   307,050.7     844,060.0     MT  (+/- 3 meters HH1 GPS) 
 DN6831
 DN6831_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK6504167724(NAD 83)
 DN6831
 DN6831                          SUPERSEDED SURVEY CONTROL
 DN6831
 DN6831  NAVD 88 (08/01/13)  262.192  (m)          860.21   (f) SUPERSEDED  2 1
 DN6831
 DN6831.Superseded values are not recommended for survey control.
 DN6831
 DN6831.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN6831.See file dsdata.pdf to determine how the superseded data were derived.
 DN6831
 DN6831_MARKER: DD = SURVEY DISK
 DN6831_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DN6831_SP_SET: BRIDGE ABUTMENT WALKWAY
 DN6831_STAMPING: 2701 AB 2008
 DN6831_MARK LOGO: MNDT
 DN6831_MAGNETIC: N = NO MAGNETIC MATERIAL
 DN6831_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DN6831_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DN6831+SATELLITE: SATELLITE OBSERVATIONS - October 03, 2013
 DN6831
 DN6831  HISTORY     - Date     Condition        Report By
 DN6831  HISTORY     - 19980401 MONUMENTED       MNDT
 DN6831  HISTORY     - 20080408 GOOD             MNDT
 DN6831  HISTORY     - 20131003 GOOD             MNDT
 DN6831
 DN6831                          STATION DESCRIPTION
 DN6831
 DN6831'DESCRIBED BY MN DEPT OF TRANSP 2008 (JBG)
 DN6831'THE STATION IS LOCATED IN EDEN PRAIRIE.
 DN6831'
 DN6831'TO REACH THE MARK IN ABUTMENT IN SOUTHEAST CORNER OF PRAIRIE CENTER
 DN6831'DRIVE BRIDGE NUMBER 27148 OVER TRUNK HIGHWAY 5, 0.7 MI (1.1 KM) WEST
 DN6831'ALONG TRUNK HIGHWAY 5 FROM THE JUNCTION OF TRUNK HIGHWAY 5 AND
 DN6831'INTERSTATE HIGHWAY 494 IN EDEN PRAIRIE, AT TRUNK HIGHWAY 5 MILE POINT
 DN6831'50.05.
 DN6831'
 DN6831'IT IS 3.0 FT (0.9 M) WEST OF BRIDGE RAIL.  DISK SET IN BRIDGE WHEN
 DN6831'BUILT IN 1998 THEN USED IN 2008.
 DN6831
 DN6831                          STATION RECOVERY (2013)
 DN6831
 DN6831'RECOVERY NOTE BY MN DEPT OF TRANSP 2013 (DAS)
 DN6831'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DN6838 ***********************************************************************
 DN6838  DESIGNATION -  2701 AC
 DN6838  PID         -  DN6838
 DN6838  STATE/COUNTY-  MN/HENNEPIN
 DN6838  COUNTRY     -  US
 DN6838  USGS QUAD   -  EDEN PRAIRIE (2019)
 DN6838
 DN6838                         *CURRENT SURVEY CONTROL
 DN6838  ______________________________________________________________________
 DN6838* NAD 83(1986) POSITION- 44 51 37.54   (N) 093 26 39.21   (W)   HD_HELD1
 DN6838* NAVD 88 ORTHO HEIGHT -   260.135 (meters)      853.46  (feet) ADJUSTED
 DN6838  ______________________________________________________________________
 DN6838  GEOID HEIGHT    -        -26.891 (meters)                     GEOID18
 DN6838  DYNAMIC HEIGHT  -        260.129 (meters)      853.44  (feet) COMP
 DN6838  MODELED GRAVITY -    980,586.4   (mgal)                       NAVD 88
 DN6838
 DN6838  VERT ORDER      -  SECOND    CLASS I
 DN6838
 DN6838.The horizontal coordinates were determined by differentially corrected
 DN6838.hand held GPS observations or other comparable positioning techniques
 DN6838.and have an estimated accuracy of +/- 3 meters.
 DN6838
 DN6838.The orthometric height was determined by differential leveling and
 DN6838.adjusted by the NATIONAL GEODETIC SURVEY
 DN6838.in May 2020.
 DN6838
 DN6838.Significant digits in the geoid height do not necessarily reflect accuracy.
 DN6838.GEOID18 height accuracy estimate available here.
 DN6838
 DN6838.Click photographs - Photos may exist for this station.
 DN6838
 DN6838.The dynamic height is computed by dividing the NAVD 88
 DN6838.geopotential number by the normal gravity value computed on the
 DN6838.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN6838.degrees latitude (g = 980.6199 gals.).
 DN6838
 DN6838.The modeled gravity was interpolated from observed gravity values.
 DN6838
 DN6838;                    North         East    Units  Estimated Accuracy
 DN6838;SPC MN S     -   306,866.2     843,924.5     MT  (+/- 3 meters HH1 GPS) 
 DN6838
 DN6838_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK6490367541(NAD 83)
 DN6838
 DN6838                          SUPERSEDED SURVEY CONTROL
 DN6838
 DN6838  NAVD 88 (08/01/13)  260.136  (m)          853.46   (f) SUPERSEDED  2 1
 DN6838
 DN6838.Superseded values are not recommended for survey control.
 DN6838
 DN6838.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN6838.See file dsdata.pdf to determine how the superseded data were derived.
 DN6838
 DN6838_MARKER: DD = SURVEY DISK
 DN6838_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DN6838_SP_SET: BRIDGE RAILING
 DN6838_STAMPING: 2701 AC 2008
 DN6838_MARK LOGO: MNDT
 DN6838_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DN6838_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DN6838_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DN6838+SATELLITE: SATELLITE OBSERVATIONS - October 03, 2013
 DN6838
 DN6838  HISTORY     - Date     Condition        Report By
 DN6838  HISTORY     - 19980401 MONUMENTED       MNDT
 DN6838  HISTORY     - 20080401 GOOD             MNDT
 DN6838  HISTORY     - 20131003 GOOD             MNDT
 DN6838
 DN6838                          STATION DESCRIPTION
 DN6838
 DN6838'DESCRIBED BY MN DEPT OF TRANSP 2008 (KMS)
 DN6838'THE STATION IS LOCATED IN EDEN PRAIRIE.
 DN6838'
 DN6838'TO REACH THE MARK IN BRIDGE RAILING AT SOUTHEAST CORNER OF BRIDGE
 DN6838'NUMBER 27141 (EASTBOUND OFF RAMP OF TRUNK HIGHWAY 212 OVER EASTBOUND
 DN6838'ON RAMP OF TRUNK HIGHWAY 212), 0.1 MI (0.2 KM) WEST ALONG TRUNK
 DN6838'HIGHWAY 212 FROM THE JUNCTION OF TRUNK HIGHWAY 212 AND PRAIRIE CENTER
 DN6838'DRIVE IN EDEN PRAIRIE TO MILE POINT 158.3.
 DN6838'
 DN6838'IT IS 21.4 FT (6.5 M) SOUTH OF TRUNK HIGHWAY 212 EASTBOUND OFF RAMP TO
 DN6838'EDEN PRAIRIE CENTER DRIVE, 10.4 FT (3.2 M) WEST OF EAST END OF RAIL.
 DN6838'DISK SET IN BRIDGE WHEN BUILT IN 1998 THEN USED IN 2008.
 DN6838
 DN6838                          STATION RECOVERY (2013)
 DN6838
 DN6838'RECOVERY NOTE BY MN DEPT OF TRANSP 2013 (DAS)
 DN6838'IN EDEN PRAIRIE, IN BRIDGE RAILING AT SOUTHEAST CORNER OF TRUNK
 DN6838'HIGHWAY 212 EASTBOUND OFF RAMP BRIDGE NUMBER 27141 (EASTBOUND OFF RAMP
 DN6838'OF TRUNK HIGHWAY 212 OVER EASTBOUND ON RAMP OF TRUNK HIGHWAY 212), 0.1
 DN6838'MILE WEST ALONG TRUNK HIGHWAY 212 FROM JUNCTION OF TRUNK HIGHWAY 212
 DN6838'AND PRAIRIE CENTER DRIVE IN EDEN PRAIRIE TO TRUNK HIGHWAY 212
 DN6838'MILEPOINT 158.3, 21.4 FEET SOUTH OF TRUNK HIGHWAY 212 EASTBOUND OFF
 DN6838'RAMP TO PRAIRIE CENTER DRIVE, 10.4 FEET WEST OF EAST END OF BRIDGE
 DN6838'RAIL.  DISK SET IN BRIDGE WHEN BUILT IN 1998, THEN STAMPED WHEN USED
 DN6838'IN 2008.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DN6839 ***********************************************************************
 DN6839  DESIGNATION -  2701 AD
 DN6839  PID         -  DN6839
 DN6839  STATE/COUNTY-  MN/HENNEPIN
 DN6839  COUNTRY     -  US
 DN6839  USGS QUAD   -  EDEN PRAIRIE (2019)
 DN6839
 DN6839                         *CURRENT SURVEY CONTROL
 DN6839  ______________________________________________________________________
 DN6839* NAD 83(1986) POSITION- 44 51 38.11   (N) 093 26 40.39   (W)   HD_HELD1
 DN6839* NAVD 88 ORTHO HEIGHT -   258.470 (meters)      848.00  (feet) ADJUSTED
 DN6839  ______________________________________________________________________
 DN6839  GEOID HEIGHT    -        -26.891 (meters)                     GEOID18
 DN6839  DYNAMIC HEIGHT  -        258.464 (meters)      847.98  (feet) COMP
 DN6839  MODELED GRAVITY -    980,586.3   (mgal)                       NAVD 88
 DN6839
 DN6839  VERT ORDER      -  SECOND    CLASS I
 DN6839
 DN6839.The horizontal coordinates were determined by differentially corrected
 DN6839.hand held GPS observations or other comparable positioning techniques
 DN6839.and have an estimated accuracy of +/- 3 meters.
 DN6839
 DN6839.The orthometric height was determined by differential leveling and
 DN6839.adjusted by the NATIONAL GEODETIC SURVEY
 DN6839.in May 2020.
 DN6839
 DN6839.Significant digits in the geoid height do not necessarily reflect accuracy.
 DN6839.GEOID18 height accuracy estimate available here.
 DN6839
 DN6839.Click photographs - Photos may exist for this station.
 DN6839
 DN6839.The dynamic height is computed by dividing the NAVD 88
 DN6839.geopotential number by the normal gravity value computed on the
 DN6839.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN6839.degrees latitude (g = 980.6199 gals.).
 DN6839
 DN6839.The modeled gravity was interpolated from observed gravity values.
 DN6839
 DN6839;                    North         East    Units  Estimated Accuracy
 DN6839;SPC MN S     -   306,883.6     843,898.4     MT  (+/- 3 meters HH1 GPS) 
 DN6839
 DN6839_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK6487767559(NAD 83)
 DN6839
 DN6839                          SUPERSEDED SURVEY CONTROL
 DN6839
 DN6839  NAVD 88 (09/20/16)  258.469  (m)          847.99   (f) SUPERSEDED  2 1
 DN6839  NAVD 88 (08/01/13)  258.472  (m)          848.00   (f) SUPERSEDED  2 1
 DN6839
 DN6839.Superseded values are not recommended for survey control.
 DN6839
 DN6839.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN6839.See file dsdata.pdf to determine how the superseded data were derived.
 DN6839
 DN6839_MARKER: DD = SURVEY DISK
 DN6839_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DN6839_SP_SET: BRIDGE WALKWAY
 DN6839_STAMPING: 2701 AD 2008
 DN6839_MARK LOGO: MNDT
 DN6839_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DN6839_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DN6839_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DN6839+SATELLITE: SATELLITE OBSERVATIONS - October 03, 2013
 DN6839
 DN6839  HISTORY     - Date     Condition        Report By
 DN6839  HISTORY     - 19980401 MONUMENTED       MNDT
 DN6839  HISTORY     - 20080401 GOOD             MNDT
 DN6839  HISTORY     - 20131003 GOOD             MNDT
 DN6839
 DN6839                          STATION DESCRIPTION
 DN6839
 DN6839'DESCRIBED BY MN DEPT OF TRANSP 2008 (KMS)
 DN6839'THE STATION IS LOCATED IN EDEN PRAIRIE.
 DN6839'
 DN6839'TO REACH THE MARK IN BRIDGE DECK AT NORTHWEST CORNER OF BRIDGE NUMBER
 DN6839'27141 (EASTBOUND OFF RAMP OF TRUNK HIGHWAY 212 OVER EASTBOUND ON RAMP
 DN6839'OF TRUNK HIGHWAY 212), 0.1 MI (0.2 KM) WEST ALONG TRUNK HIGHWAY 212
 DN6839'FROM THE JUNCTION OF TRUNK HIGHWAY 212 AND PRAIRIE CENTER DRIVE IN
 DN6839'EDEN PRAIRIE TO MILE POINT 158.3.
 DN6839'
 DN6839'IT IS 17.0 FT (5.2 M) NORTH OF TRUNK HIGHWAY 212 EASTBOUND OFF RAMP TO
 DN6839'EDEN PRAIRIE CENTER DRIVE.  DISK SET IN BRIDGE WHEN BUILT IN 1998 THEN
 DN6839'USED IN 2008.
 DN6839
 DN6839                          STATION RECOVERY (2013)
 DN6839
 DN6839'RECOVERY NOTE BY MN DEPT OF TRANSP 2013 (DAS)
 DN6839'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DP1928 ***********************************************************************
 DP1928  DESIGNATION -  2701 AE
 DP1928  PID         -  DP1928
 DP1928  STATE/COUNTY-  MN/HENNEPIN
 DP1928  COUNTRY     -  US
 DP1928  USGS QUAD   -  SHAKOPEE (2019)
 DP1928
 DP1928                         *CURRENT SURVEY CONTROL
 DP1928  ______________________________________________________________________
 DP1928* NAD 83(2011) POSITION- 44 51 42.21061(N) 093 30 45.66545(W)   ADJUSTED
 DP1928* NAD 83(2011) ELLIP HT-   254.332 (meters)        (02/26/14)   ADJUSTED
 DP1928* NAD 83(2011) EPOCH   -  2010.00
 DP1928* NAVD 88 ORTHO HEIGHT -   281.127 (meters)      922.33  (feet) ADJUSTED
 DP1928  ______________________________________________________________________
 DP1928  GEOID HEIGHT    -        -26.797 (meters)                     GEOID18
 DP1928  NAD 83(2011) X  -   -277,466.596 (meters)                     COMP
 DP1928  NAD 83(2011) Y  - -4,520,115.701 (meters)                     COMP
 DP1928  NAD 83(2011) Z  -  4,476,648.928 (meters)                     COMP
 DP1928  LAPLACE CORR    -         -3.13  (seconds)                    DEFLEC18
 DP1928  DYNAMIC HEIGHT  -        281.121 (meters)      922.31  (feet) COMP
 DP1928  MODELED GRAVITY -    980,588.5   (mgal)                       NAVD 88
 DP1928
 DP1928  VERT ORDER      -  SECOND    CLASS I
 DP1928
 DP1928  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DP1928  Standards:
 DP1928         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DP1928            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DP1928  -------------------------------------------------------------------
 DP1928  NETWORK    0.48   0.45           0.22   0.16   0.23      0.03655408
 DP1928  -------------------------------------------------------------------
 DP1928  Click here for local accuracies and other accuracy information.
 DP1928
 DP1928.The horizontal coordinates were established by GPS observations
 DP1928.and adjusted by the MN DEPT OF TRANSP in February 2014.
 DP1928
 DP1928.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DP1928.been affixed to the stable North American tectonic plate. See 
 DP1928.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DP1928
 DP1928.The horizontal coordinates are valid at the epoch date displayed above
 DP1928.which is a decimal equivalence of Year/Month/Day.
 DP1928
 DP1928.The orthometric height was determined by differential leveling and
 DP1928.adjusted by the NATIONAL GEODETIC SURVEY
 DP1928.in May 2020.
 DP1928
 DP1928.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP1928.GEOID18 height accuracy estimate available here.
 DP1928
 DP1928.Click photographs - Photos may exist for this station.
 DP1928
 DP1928.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DP1928
 DP1928.The Laplace correction was computed from DEFLEC18 derived deflections.
 DP1928
 DP1928.The ellipsoidal height was determined by GPS observations
 DP1928.and is referenced to NAD 83.
 DP1928
 DP1928.The dynamic height is computed by dividing the NAVD 88
 DP1928.geopotential number by the normal gravity value computed on the
 DP1928.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP1928.degrees latitude (g = 980.6199 gals.).
 DP1928
 DP1928.The modeled gravity was interpolated from observed gravity values.
 DP1928
 DP1928. The following values were computed from the NAD 83(2011) position.
 DP1928
 DP1928;                    North         East     Units Scale Factor Converg.
 DP1928;SPC MN S     -   306,975.797   838,513.092   MT  0.99994178   +0 20 29.7
 DP1928;SPC MN S     - 1,007,136.43  2,751,021.70   sFT  0.99994178   +0 20 29.7
 DP1928;UTM  15      - 4,967,717.838   459,495.517   MT  0.99962017   -0 21 41.9
 DP1928
 DP1928!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DP1928!SPC MN S     -   0.99996013  x   0.99994178  =   0.99990191
 DP1928!UTM  15      -   0.99996013  x   0.99962017  =   0.99958031
 DP1928
 DP1928_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK5949567717(NAD 83)
 DP1928
 DP1928                          SUPERSEDED SURVEY CONTROL
 DP1928
 DP1928  NAVD 88 (09/20/16)  281.126  (m)          922.33   (f) SUPERSEDED  2 1
 DP1928  NAVD 88 (02/26/14)  281.13   (m)  GEOID12A model used  GPS OBS        
 DP1928
 DP1928.Superseded values are not recommended for survey control.
 DP1928
 DP1928.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DP1928.See file dsdata.pdf to determine how the superseded data were derived.
 DP1928
 DP1928_MARKER: F = FLANGE-ENCASED ROD
 DP1928_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DP1928_STAMPING: 2701 AE 2013
 DP1928_MARK LOGO: MNDT
 DP1928_PROJECTION: RECESSED 8 CENTIMETERS
 DP1928_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DP1928_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DP1928_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP1928+SATELLITE: SATELLITE OBSERVATIONS - October 26, 2019
 DP1928_ROD/PIPE-DEPTH: 8.2 meters
 DP1928
 DP1928  HISTORY     - Date     Condition        Report By
 DP1928  HISTORY     - 20131014 MONUMENTED       MNDT
 DP1928  HISTORY     - 20140527 GOOD             MNDT
 DP1928  HISTORY     - 20191026 GOOD             USPSQD
 DP1928
 DP1928                          STATION DESCRIPTION
 DP1928
 DP1928'DESCRIBED BY MN DEPT OF TRANSP 2013
 DP1928'IN EDEN PRAIRIE, 0.55 MILES EAST ALONG TRUNK HIGHWAY 5 FROM JUNCTION
 DP1928'OF TRUNK HIGHWAY 5 AND TRUNK HIGHWAY 101 NORTH IN EDEN PRAIRIE, AT
 DP1928'TRUNK HIGHWAY 5 MILE POINT 46.7, 43.0 FEET SOUTH OF EASTBOUND TRUNK
 DP1928'HIGHWAY 5, 307.0 FEET WEST OF DELL ROAD, 1.5 FEET NORTHEAST OF WITNESS
 DP1928'POST.
 DP1928
 DP1928                          STATION RECOVERY (2014)
 DP1928
 DP1928'RECOVERY NOTE BY MN DEPT OF TRANSP 2014 (KMS)
 DP1928'RECOVERED AS DESCRIBED.
 DP1928'
 DP1928'NOTE - THE STATION STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER
 DP1928'ALUMINUM ROD DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION
 DP1928'REMOVABLE DISK SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY
 DP1928'A SIX-INCH PVC PIPE BACK FILLED WITH WASHED SAND.
 DP1928
 DP1928                          STATION RECOVERY (2019)
 DP1928
 DP1928'RECOVERY NOTE BY US POWER SQUADRON 2019 (SMB)
 DP1928'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DP1929 ***********************************************************************
 DP1929  DESIGNATION -  2701 AF
 DP1929  PID         -  DP1929
 DP1929  STATE/COUNTY-  MN/HENNEPIN
 DP1929  COUNTRY     -  US
 DP1929  USGS QUAD   -  EDEN PRAIRIE (2019)
 DP1929
 DP1929                         *CURRENT SURVEY CONTROL
 DP1929  ______________________________________________________________________
 DP1929* NAD 83(2011) POSITION- 44 51 41.40220(N) 093 27 22.76658(W)   ADJUSTED
 DP1929* NAD 83(2011) ELLIP HT-   229.454 (meters)        (02/26/14)   ADJUSTED
 DP1929* NAD 83(2011) EPOCH   -  2010.00
 DP1929* NAVD 88 ORTHO HEIGHT -   256.330 (meters)      840.98  (feet) ADJUSTED
 DP1929  ______________________________________________________________________
 DP1929  GEOID HEIGHT    -        -26.875 (meters)                     GEOID18
 DP1929  NAD 83(2011) X  -   -273,020.106 (meters)                     COMP
 DP1929  NAD 83(2011) Y  - -4,520,386.423 (meters)                     COMP
 DP1929  NAD 83(2011) Z  -  4,476,613.690 (meters)                     COMP
 DP1929  LAPLACE CORR    -         -3.36  (seconds)                    DEFLEC18
 DP1929  DYNAMIC HEIGHT  -        256.324 (meters)      840.96  (feet) COMP
 DP1929  MODELED GRAVITY -    980,585.3   (mgal)                       NAVD 88
 DP1929
 DP1929  VERT ORDER      -  SECOND    CLASS I
 DP1929
 DP1929  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DP1929  Standards:
 DP1929         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DP1929            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DP1929  -------------------------------------------------------------------
 DP1929  NETWORK    0.64   0.71           0.29   0.22   0.36      0.04263293
 DP1929  -------------------------------------------------------------------
 DP1929  Click here for local accuracies and other accuracy information.
 DP1929
 DP1929.The horizontal coordinates were established by GPS observations
 DP1929.and adjusted by the MN DEPT OF TRANSP in February 2014.
 DP1929
 DP1929.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DP1929.been affixed to the stable North American tectonic plate. See 
 DP1929.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DP1929
 DP1929.The horizontal coordinates are valid at the epoch date displayed above
 DP1929.which is a decimal equivalence of Year/Month/Day.
 DP1929
 DP1929.The orthometric height was determined by differential leveling and
 DP1929.adjusted by the NATIONAL GEODETIC SURVEY
 DP1929.in May 2020.
 DP1929
 DP1929.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP1929.GEOID18 height accuracy estimate available here.
 DP1929
 DP1929.Click photographs - Photos may exist for this station.
 DP1929
 DP1929.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DP1929
 DP1929.The Laplace correction was computed from DEFLEC18 derived deflections.
 DP1929
 DP1929.The ellipsoidal height was determined by GPS observations
 DP1929.and is referenced to NAD 83.
 DP1929
 DP1929.The dynamic height is computed by dividing the NAVD 88
 DP1929.geopotential number by the normal gravity value computed on the
 DP1929.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP1929.degrees latitude (g = 980.6199 gals.).
 DP1929
 DP1929.The modeled gravity was interpolated from observed gravity values.
 DP1929
 DP1929. The following values were computed from the NAD 83(2011) position.
 DP1929
 DP1929;                    North         East     Units Scale Factor Converg.
 DP1929;SPC MN S     -   306,978.934   842,967.456   MT  0.99994175   +0 22 51.9
 DP1929;SPC MN S     - 1,007,146.72  2,765,635.73   sFT  0.99994175   +0 22 51.9
 DP1929;UTM  15      - 4,967,666.332   463,948.142   MT  0.99961598   -0 19 18.8
 DP1929
 DP1929!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DP1929!SPC MN S     -   0.99996403  x   0.99994175  =   0.99990578
 DP1929!UTM  15      -   0.99996403  x   0.99961598  =   0.99958002
 DP1929
 DP1929:                Primary Azimuth Mark                     Grid Az
 DP1929:SPC MN S     -  2701 AG                                  080 38 15.3
 DP1929:UTM  15      -  2701 AG                                  081 20 26.0
 DP1929
 DP1929_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK6394867666(NAD 83)
 DP1929
 DP1929|---------------------------------------------------------------------|
 DP1929| PID    Reference Object                     Distance      Geod. Az  |
 DP1929|                                                           dddmmss.s |
 DP1929| DP1930 2701 AG                             APPROX. 1.3 KM 0810107.2 |
 DP1929|---------------------------------------------------------------------|
 DP1929
 DP1929                          SUPERSEDED SURVEY CONTROL
 DP1929
 DP1929  NAVD 88 (09/20/16)  256.329  (m)          840.97   (f) SUPERSEDED  2 1
 DP1929  NAVD 88 (02/26/14)  256.33   (m)  GEOID12A model used  GPS OBS        
 DP1929
 DP1929.Superseded values are not recommended for survey control.
 DP1929
 DP1929.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DP1929.See file dsdata.pdf to determine how the superseded data were derived.
 DP1929
 DP1929_MARKER: I = METAL ROD
 DP1929_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DP1929_STAMPING: 2701 AF 2013
 DP1929_MARK LOGO: MNDT
 DP1929_PROJECTION: RECESSED 8 CENTIMETERS
 DP1929_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DP1929_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DP1929_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP1929+SATELLITE: SATELLITE OBSERVATIONS - April 08, 2020
 DP1929_ROD/PIPE-DEPTH: 8.2 meters
 DP1929
 DP1929  HISTORY     - Date     Condition        Report By
 DP1929  HISTORY     - 20131014 MONUMENTED       MNDT
 DP1929  HISTORY     - 20140527 GOOD             MNDT
 DP1929  HISTORY     - 20171011 GOOD             MNDT
 DP1929  HISTORY     - 20200408 GOOD             MNDT
 DP1929
 DP1929                          STATION DESCRIPTION
 DP1929
 DP1929'DESCRIBED BY MN DEPT OF TRANSP 2013
 DP1929'IN EDEN PRAIRIE, 1.35 MILES WEST ALONG TRUNK HIGHWAY 5/ TRUNK HIGHWAY
 DP1929'212 FROM JUNCTION OF TRUNK HIGHWAY 5/ TRUNK HIGHWAY 212 AND INTERSTATE
 DP1929'494 IN EDEN PRAIRIE, AT TRUNK HIGHWAY 5 MILE POINT 49.4, 28.0 FEET
 DP1929'SOUTH OF EASTBOUND TRUNK HIGHWAY 5/ TRUNK HIGHWAY 212 FOG LINE, 38.0
 DP1929'FEET NORTH OF ENTRANCE RAMP FROM MITCHELL ROAD TO EASTBOUND TRUNK
 DP1929'HIGHWAY 5/ TRUNK HIGHWAY 212 FOG LINE, 1.5 FEET NORTH-NORTHEAST OF
 DP1929'WITNESS POST.
 DP1929
 DP1929                          STATION RECOVERY (2014)
 DP1929
 DP1929'RECOVERY NOTE BY MN DEPT OF TRANSP 2014 (KMS)
 DP1929'RECOVERED AS DESCRIBED.
 DP1929'
 DP1929'NOTE - THE STATION STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER
 DP1929'ALUMINUM ROD DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION
 DP1929'REMOVABLE DISK SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY
 DP1929'A SIX-INCH PVC PIPE BACK FILLED WITH WASHED SAND.
 DP1929
 DP1929                          STATION RECOVERY (2017)
 DP1929
 DP1929'RECOVERY NOTE BY MN DEPT OF TRANSP 2017 (MPP)
 DP1929'RECOVERED IN GOOD CONDITION.
 DP1929
 DP1929                          STATION RECOVERY (2020)
 DP1929
 DP1929'RECOVERY NOTE BY MN DEPT OF TRANSP 2020 (SEL)
 DP1929'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DP1930 ***********************************************************************
 DP1930  DESIGNATION -  2701 AG
 DP1930  PID         -  DP1930
 DP1930  STATE/COUNTY-  MN/HENNEPIN
 DP1930  COUNTRY     -  US
 DP1930  USGS QUAD   -  EDEN PRAIRIE (2019)
 DP1930
 DP1930                         *CURRENT SURVEY CONTROL
 DP1930  ______________________________________________________________________
 DP1930* NAD 83(2011) POSITION- 44 51 47.84596(N) 093 26 25.40440(W)   ADJUSTED
 DP1930* NAD 83(2011) ELLIP HT-   229.768 (meters)        (02/26/14)   ADJUSTED
 DP1930* NAD 83(2011) EPOCH   -  2010.00
 DP1930* NAVD 88 ORTHO HEIGHT -   256.664 (meters)      842.07  (feet) ADJUSTED
 DP1930  ______________________________________________________________________
 DP1930  GEOID HEIGHT    -        -26.895 (meters)                     GEOID18
 DP1930  NAD 83(2011) X  -   -271,754.571 (meters)                     COMP
 DP1930  NAD 83(2011) Y  - -4,520,322.330 (meters)                     COMP
 DP1930  NAD 83(2011) Z  -  4,476,754.907 (meters)                     COMP
 DP1930  LAPLACE CORR    -         -3.45  (seconds)                    DEFLEC18
 DP1930  DYNAMIC HEIGHT  -        256.658 (meters)      842.05  (feet) COMP
 DP1930  MODELED GRAVITY -    980,586.6   (mgal)                       NAVD 88
 DP1930
 DP1930  VERT ORDER      -  SECOND    CLASS I
 DP1930
 DP1930  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DP1930  Standards:
 DP1930         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DP1930            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DP1930  -------------------------------------------------------------------
 DP1930  NETWORK    0.61   0.76           0.27   0.22   0.39      0.07095236
 DP1930  -------------------------------------------------------------------
 DP1930  Click here for local accuracies and other accuracy information.
 DP1930
 DP1930.The horizontal coordinates were established by GPS observations
 DP1930.and adjusted by the MN DEPT OF TRANSP in February 2014.
 DP1930
 DP1930.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DP1930.been affixed to the stable North American tectonic plate. See 
 DP1930.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DP1930
 DP1930.The horizontal coordinates are valid at the epoch date displayed above
 DP1930.which is a decimal equivalence of Year/Month/Day.
 DP1930
 DP1930.The orthometric height was determined by differential leveling and
 DP1930.adjusted by the NATIONAL GEODETIC SURVEY
 DP1930.in September 2016.
 DP1930
 DP1930.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP1930.GEOID18 height accuracy estimate available here.
 DP1930
 DP1930.Click photographs - Photos may exist for this station.
 DP1930
 DP1930.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DP1930
 DP1930.The Laplace correction was computed from DEFLEC18 derived deflections.
 DP1930
 DP1930.The ellipsoidal height was determined by GPS observations
 DP1930.and is referenced to NAD 83.
 DP1930
 DP1930.The dynamic height is computed by dividing the NAVD 88
 DP1930.geopotential number by the normal gravity value computed on the
 DP1930.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP1930.degrees latitude (g = 980.6199 gals.).
 DP1930
 DP1930.The modeled gravity was interpolated from observed gravity values.
 DP1930
 DP1930. The following values were computed from the NAD 83(2011) position.
 DP1930
 DP1930;                    North         East     Units Scale Factor Converg.
 DP1930;SPC MN S     -   307,186.329   844,225.356   MT  0.99994195   +0 23 32.1
 DP1930;SPC MN S     - 1,007,827.15  2,769,762.69   sFT  0.99994195   +0 23 32.1
 DP1930;UTM  15      - 4,967,858.217   465,208.080   MT  0.99961488   -0 18 38.4
 DP1930
 DP1930!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DP1930!SPC MN S     -   0.99996398  x   0.99994195  =   0.99990593
 DP1930!UTM  15      -   0.99996398  x   0.99961488  =   0.99957887
 DP1930
 DP1930:                Primary Azimuth Mark                     Grid Az
 DP1930:SPC MN S     -  2701 AF                                  260 38 15.5
 DP1930:UTM  15      -  2701 AF                                  261 20 26.0
 DP1930
 DP1930_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK6520867858(NAD 83)
 DP1930
 DP1930|---------------------------------------------------------------------|
 DP1930| PID    Reference Object                     Distance      Geod. Az  |
 DP1930|                                                           dddmmss.s |
 DP1930| DP1929 2701 AF                             APPROX. 1.3 KM 2610147.6 |
 DP1930|---------------------------------------------------------------------|
 DP1930
 DP1930                          SUPERSEDED SURVEY CONTROL
 DP1930
 DP1930  NAVD 88 (02/26/14)  256.67   (m)  GEOID12A model used  GPS OBS        
 DP1930
 DP1930.Superseded values are not recommended for survey control.
 DP1930
 DP1930.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DP1930.See file dsdata.pdf to determine how the superseded data were derived.
 DP1930
 DP1930_MARKER: I = METAL ROD
 DP1930_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DP1930_STAMPING: 2701 AG 2013
 DP1930_MARK LOGO: MNDT
 DP1930_PROJECTION: RECESSED 8 CENTIMETERS
 DP1930_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DP1930_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DP1930_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP1930+SATELLITE: SATELLITE OBSERVATIONS - October 11, 2017
 DP1930_ROD/PIPE-DEPTH: 12.8 meters
 DP1930
 DP1930  HISTORY     - Date     Condition        Report By
 DP1930  HISTORY     - 20131014 MONUMENTED       MNDT
 DP1930  HISTORY     - 20140527 GOOD             MNDT
 DP1930  HISTORY     - 20171011 GOOD             MNDT
 DP1930
 DP1930                          STATION DESCRIPTION
 DP1930
 DP1930'DESCRIBED BY MN DEPT OF TRANSP 2013
 DP1930'IN EDEN PRAIRIE, 0.5 MILES WEST ALONG TRUNK HIGHWAY 5/ TRUNK HIGHWAY
 DP1930'212 FROM JUNCTION OF TRUNK HIGHWAY 5/ TRUNK HIGHWAY 212 AND INTERSTATE
 DP1930'494 IN EDEN PRAIRIE, AT TRUNK HIGHWAY 5 MILE POINT 50.25, 22.0 FEET
 DP1930'NORTH OF WESTBOUND TRUNK HIGHWAY 5/ TRUNK HIGHWAY 212/FOG LINE 35.0
 DP1930'FEET SOUTH RIGHT OF WAY FENCE, 1.5 FEET SOUTH OF WITNESS POST.
 DP1930'
 DP1930'NOTE - THE STATION MARK CONSISTS OF A 3/4 INCH (19 MM) DIAMETER
 DP1930'ALUMINUM ROD DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL MARK
 DP1930'REMOVABLE DISK SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY
 DP1930'A SIX-INCH PVC PIPE BACKFILLED WITH WASHED SAND.
 DP1930
 DP1930                          STATION RECOVERY (2014)
 DP1930
 DP1930'RECOVERY NOTE BY MN DEPT OF TRANSP 2014 (KMS)
 DP1930'RECOVERED AS DESCRIBED.
 DP1930'
 DP1930'NOTE - THE STATION STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER
 DP1930'ALUMINUM ROD DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION
 DP1930'REMOVABLE DISK SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY
 DP1930'A SIX-INCH PVC PIPE BACK FILLED WITH WASHED SAND.
 DP1930
 DP1930                          STATION RECOVERY (2017)
 DP1930
 DP1930'RECOVERY NOTE BY MN DEPT OF TRANSP 2017 (MPP)
 DP1930'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 PP1386 ***********************************************************************
 PP1386  DESIGNATION -  2701 B RESET
 PP1386  PID         -  PP1386
 PP1386  STATE/COUNTY-  MN/HENNEPIN
 PP1386  COUNTRY     -  US
 PP1386  USGS QUAD   -  EDEN PRAIRIE (2019)
 PP1386
 PP1386                         *CURRENT SURVEY CONTROL
 PP1386  ______________________________________________________________________
 PP1386* NAD 83(1996) POSITION- 44 51 45.35991(N) 093 29 27.09271(W)   NO CHECK
 PP1386* NAVD 88 ORTHO HEIGHT -   272.008 (meters)      892.41  (feet) ADJUSTED
 PP1386  ______________________________________________________________________
 PP1386  GEOID HEIGHT    -        -26.826 (meters)                     GEOID18
 PP1386  LAPLACE CORR    -         -3.60  (seconds)                    DEFLEC18
 PP1386  DYNAMIC HEIGHT  -        272.001 (meters)      892.39  (feet) COMP
 PP1386  MODELED GRAVITY -    980,584.4   (mgal)                       NAVD 88
 PP1386
 PP1386  HORZ ORDER      -  THIRD
 PP1386  VERT ORDER      -  SECOND    CLASS I
 PP1386
 PP1386.The horizontal coordinates were established by classical geodetic methods
 PP1386.and adjusted by the National Geodetic Survey in March 1999.
 PP1386
 PP1386.No horizontal observational check was made to the station.
 PP1386
 PP1386.The orthometric height was determined by differential leveling and
 PP1386.adjusted by the NATIONAL GEODETIC SURVEY
 PP1386.in May 2020.
 PP1386
 PP1386.Significant digits in the geoid height do not necessarily reflect accuracy.
 PP1386.GEOID18 height accuracy estimate available here.
 PP1386
 PP1386.Click photographs - Photos may exist for this station.
 PP1386
 PP1386.The Laplace correction was computed from DEFLEC18 derived deflections.
 PP1386
 PP1386.The dynamic height is computed by dividing the NAVD 88
 PP1386.geopotential number by the normal gravity value computed on the
 PP1386.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP1386.degrees latitude (g = 980.6199 gals.).
 PP1386
 PP1386.The modeled gravity was interpolated from observed gravity values.
 PP1386
 PP1386. The following values were computed from the NAD 83(1996) position.
 PP1386
 PP1386;                    North         East     Units Scale Factor Converg.
 PP1386;SPC MN S     -   307,083.519   840,237.380   MT  0.99994187   +0 21 24.7
 PP1386;SPC MN S     - 1,007,489.85  2,756,678.80   sFT  0.99994187   +0 21 24.7
 PP1386;UTM  15      - 4,967,804.363   461,220.441   MT  0.99961849   -0 20 46.5
 PP1386
 PP1386!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PP1386!SPC MN S     -   0.99996156  x   0.99994187  =   0.99990343
 PP1386!UTM  15      -   0.99996156  x   0.99961849  =   0.99958006
 PP1386
 PP1386_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK6122067804(NAD 83)
 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  NAVD 88 (11/23/99)  272.010  (m)          892.42   (f) SUPERSEDED  2 1
 PP1386  NGVD 29 (??/??/??)  277.35   (m)          909.9    (f) RESET       3  
 PP1386  NGVD 29             277.35   (m)          909.9    (f) LEVELING    3  
 PP1386
 PP1386.Superseded values are not recommended for survey control.
 PP1386
 PP1386.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PP1386.See file dsdata.pdf to determine how the superseded data were derived.
 PP1386
 PP1386_MARKER: DB = BENCH MARK DISK
 PP1386_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 PP1386_STAMPING: 2701 B RESET 1971
 PP1386_MARK LOGO: MNHD
 PP1386_PROJECTION: RECESSED 76 CENTIMETERS
 PP1386_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 PP1386_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PP1386_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 PP1386+SATELLITE: SATELLITE OBSERVATIONS - September 30, 2013
 PP1386
 PP1386  HISTORY     - Date     Condition        Report By
 PP1386  HISTORY     - 1971     MONUMENTED       MNHD
 PP1386  HISTORY     - 1976     GOOD             MNDT
 PP1386  HISTORY     - 1983     GOOD             MNDT
 PP1386  HISTORY     - 19921103 GOOD             MNDT
 PP1386  HISTORY     - 20030725 MARK NOT FOUND   USPSQD
 PP1386  HISTORY     - 20070723 GOOD             MNDT
 PP1386  HISTORY     - 20130930 GOOD             MNDT
 PP1386
 PP1386                          STATION DESCRIPTION
 PP1386
 PP1386'DESCRIBED BY MN HIGHWAY DEPT 1971
 PP1386'IN EDEN PRAIRIE.
 PP1386'MARK IS LOCATED IN EDEN PRAIRIE, 3.1 MILES WEST ALONG T.H. 5, FROM THE
 PP1386'JUNCTION OF T.H. 5 AND FAI 494, 2.05 MILES EAST OF T.H. 101, 0.3 MILES
 PP1386'WEST OF COUNTY ROAD 4, 61 FEET SOUTH OF AND ABOUT LEVEL WITH THE T.H.
 PP1386'5 CENTERLINE, 41 FEET EAST OF A DRIVEWAY, 1 FOOT NORTH OF A STEEL
 PP1386'WITNESS POST, IN A 6 FOOT PRE-CAST CONCRETE MONUMENT SET FLUSH WITH
 PP1386'THE GROUND.  SE 1/4 SECTION 8, T 116N, R 22W.
 PP1386
 PP1386                          STATION RECOVERY (1976)
 PP1386
 PP1386'RECOVERY NOTE BY MN DEPT OF TRANSP 1976
 PP1386'MARK IS LOCATED IN EDEN PRAIRIE, 3.1 MILES WEST ALONG T.H. 5, FROM
 PP1386'THE JUNCTION OF T.H. 5 AND FAI 494, 2.05 MILES EAST OF TH 101, 0.3
 PP1386'MILES WEST OF CSAH 4, 61 FT. SOUTH OF AND ABOUT LEVEL WITH THE TH 5
 PP1386'CENTERLINE, 41 FT. EAST OF A DRIVEWAY, 1 FOOT NORTH OF A STEEL
 PP1386'WITNESS POST, IN A 6 FOOT PRECAST CONCRETE MONUMENT SET FLUSH WITH
 PP1386'THE GROUND.
 PP1386
 PP1386                          STATION RECOVERY (1983)
 PP1386
 PP1386'RECOVERY NOTE BY MN DEPT OF TRANSP 1983
 PP1386'MARK IS IN THE SOUTHEAST QUARTER OF SECTION 8, T 116 N, R 22 W, IN
 PP1386'EDEN PRAIRIE, 3.1 MILES WEST ALONG TRUNK HIGHWAY 5 FROM ITS JUNCTION
 PP1386'WITH TRUNK HIGHWAY 494, 2.05 MILES EAST OF TRUNK HIGHWAY 101, 0.3
 PP1386'MILE WEST OF COUNTY ROAD 4, 61 FEET SOUTH OF AND ABOUT LEVEL WITH THE
 PP1386'CENTERLINE OF TRUNK HIGHWAY 5, AT MILEPOINT 47.7, 41 FEET EAST OF THE
 PP1386'CENTER OF A DRIVEWAY, AND 1.0 FOOT NORTH OF A STEEL WITNESS POST. THE
 PP1386'MARK, A STANDARD MNDT BENCH MARK DISK STAMPED---2701 B RESET 1971---,
 PP1386'IS SET IN THE TOP OF A 6 FOOT LONG PRECAST CONCRETE MONUMENT THAT IS
 PP1386'FLUSH WITH THE SURFACE OF THE GROUND.
 PP1386
 PP1386                          STATION RECOVERY (1992)
 PP1386
 PP1386'RECOVERY NOTE BY MN DEPT OF TRANSP 1992 (HTS)
 PP1386'RECOVERED AS DESCRIBED AND IS 1450 FT (442.0 M) WEST OF CO RD 4.
 PP1386
 PP1386                          STATION RECOVERY (2003)
 PP1386
 PP1386'RECOVERY NOTE BY US POWER SQUADRON 2003 (GAP)
 PP1386'MARK NOT FOUND.
 PP1386
 PP1386                          STATION RECOVERY (2007)
 PP1386
 PP1386'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (VWC)
 PP1386'THE MARK IS LOCATED ABOUT 4.6 MI (7.5 KM) SOUTHEAST OF EXCELSIOR, 4.5
 PP1386'MI (7.3 KM) SOUTH-SOUTHWEST OF HOPKINS AND 1.1 MI (1.8 KM)
 PP1386'WEST-NORTHWEST OF EDEN PRAIRIE. TO REACH TO THE MARK GO 3.1 MILES WEST
 PP1386'ALONG TRUNK HIGHWAY 5 FROM THE JUNCTION OF TRUNK HIGHWAY 5 AND
 PP1386'INTERSTATE HIGHWAY 494, 2 MILES EAST OF TRUNK HIGHWAY 101, 0.25 MILES
 PP1386'WEST OF COUNTY ROAD 4, 61 FEET SOUTH OF TRUNK HIGHWAY 5, AT TRUNK
 PP1386'HIGHWAY 5 MILE POINT 47.7, 41 FEET EAST OF DRIVEWAY, 1.0 FEET NORTH OF
 PP1386'WITNESS POST.
 PP1386
 PP1386                          STATION RECOVERY (2013)
 PP1386
 PP1386'RECOVERY NOTE BY MN DEPT OF TRANSP 2013 (KMS)
 PP1386'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 PP1140 ***********************************************************************
 PP1140  DESIGNATION -  2701 C
 PP1140  PID         -  PP1140
 PP1140  STATE/COUNTY-  MN/HENNEPIN
 PP1140  COUNTRY     -  US
 PP1140  USGS QUAD   -  EDEN PRAIRIE (2019)
 PP1140
 PP1140                         *CURRENT SURVEY CONTROL
 PP1140  ______________________________________________________________________
 PP1140* NAD 83(2011) POSITION- 44 51 42.70982(N) 093 28 37.79374(W)   ADJUSTED
 PP1140* NAD 83(2011) ELLIP HT-   245.338 (meters)        (06/27/12)   ADJUSTED
 PP1140* NAD 83(2011) EPOCH   -  2010.00
 PP1140* NAVD 88 ORTHO HEIGHT -   272.191 (meters)      893.01  (feet) ADJUSTED
 PP1140  ______________________________________________________________________
 PP1140  GEOID HEIGHT    -        -26.846 (meters)                     GEOID18
 PP1140  NAD 83(2011) X  -   -274,663.298 (meters)                     COMP
 PP1140  NAD 83(2011) Y  - -4,520,269.631 (meters)                     COMP
 PP1140  NAD 83(2011) Z  -  4,476,653.507 (meters)                     COMP
 PP1140  LAPLACE CORR    -         -3.68  (seconds)                    DEFLEC18
 PP1140  DYNAMIC HEIGHT  -        272.184 (meters)      892.99  (feet) COMP
 PP1140  MODELED GRAVITY -    980,583.4   (mgal)                       NAVD 88
 PP1140
 PP1140  VERT ORDER      -  SECOND    CLASS I
 PP1140
 PP1140  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 PP1140  Standards:
 PP1140         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 PP1140            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 PP1140  -------------------------------------------------------------------
 PP1140  NETWORK    0.34   0.55           0.15   0.12   0.28      0.14297838
 PP1140  -------------------------------------------------------------------
 PP1140  Click here for local accuracies and other accuracy information.
 PP1140
 PP1140.The horizontal coordinates were established by GPS observations
 PP1140.and adjusted by the National Geodetic Survey in June 2012.
 PP1140
 PP1140.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 PP1140.been affixed to the stable North American tectonic plate. See 
 PP1140.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 PP1140
 PP1140.The horizontal coordinates are valid at the epoch date displayed above
 PP1140.which is a decimal equivalence of Year/Month/Day.
 PP1140
 PP1140.The orthometric height was determined by differential leveling and
 PP1140.adjusted by the NATIONAL GEODETIC SURVEY
 PP1140.in May 2020.
 PP1140
 PP1140.Significant digits in the geoid height do not necessarily reflect accuracy.
 PP1140.GEOID18 height accuracy estimate available here.
 PP1140
 PP1140.Click photographs - Photos may exist for this station.
 PP1140
 PP1140.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 PP1140
 PP1140.The Laplace correction was computed from DEFLEC18 derived deflections.
 PP1140
 PP1140.The ellipsoidal height was determined by GPS observations
 PP1140.and is referenced to NAD 83.
 PP1140
 PP1140.The dynamic height is computed by dividing the NAVD 88
 PP1140.geopotential number by the normal gravity value computed on the
 PP1140.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP1140.degrees latitude (g = 980.6199 gals.).
 PP1140
 PP1140.The modeled gravity was interpolated from observed gravity values.
 PP1140
 PP1140. The following values were computed from the NAD 83(2011) position.
 PP1140
 PP1140;                    North         East     Units Scale Factor Converg.
 PP1140;SPC MN S     -   307,008.551   841,320.137   MT  0.99994179   +0 21 59.3
 PP1140;SPC MN S     - 1,007,243.89  2,760,231.15   sFT  0.99994179   +0 21 59.3
 PP1140;UTM  15      - 4,967,716.143   462,301.847   MT  0.99961747   -0 20 11.7
 PP1140
 PP1140!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PP1140!SPC MN S     -   0.99996154  x   0.99994179  =   0.99990333
 PP1140!UTM  15      -   0.99996154  x   0.99961747  =   0.99957902
 PP1140
 PP1140_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK6230167716(NAD 83)
 PP1140
 PP1140                          SUPERSEDED SURVEY CONTROL
 PP1140
 PP1140  NAD 83(2007)-  44 51 42.71011(N)    093 28 37.79462(W) AD(2002.00) 1
 PP1140  ELLIP H (10/05/09)  245.354  (m)                       GP(2002.00) 3 2
 PP1140  NAVD 88             272.19   (m)          893.0    (f) LEVELING    3  
 PP1140  NAVD 88 (06/15/91)  272.189  (m)          893.01   (f) SUPERSEDED  2 1
 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
 PP1140.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PP1140.See file dsdata.pdf to determine how the superseded data were derived.
 PP1140
 PP1140_MARKER: DB = BENCH MARK DISK
 PP1140_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 PP1140_STAMPING: 2701 C 1967
 PP1140_MARK LOGO: MNHD
 PP1140_PROJECTION: RECESSED 30 CENTIMETERS
 PP1140_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 PP1140_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PP1140_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 PP1140+SATELLITE: SATELLITE OBSERVATIONS - September 16, 2013
 PP1140
 PP1140  HISTORY     - Date     Condition        Report By
 PP1140  HISTORY     - 19670401 MONUMENTED       MNHD
 PP1140  HISTORY     - 1971     GOOD             MNDT
 PP1140  HISTORY     - 1983     GOOD             MNDT
 PP1140  HISTORY     - 19921103 GOOD             MNDT
 PP1140  HISTORY     - 19991207 MARK NOT FOUND   USPSQD
 PP1140  HISTORY     - 20030725 MARK NOT FOUND   USPSQD
 PP1140  HISTORY     - 20060712 GOOD             MNDT
 PP1140  HISTORY     - 20060925 GOOD             MNDT
 PP1140  HISTORY     - 20070723 GOOD             MNDT
 PP1140  HISTORY     - 20080401 GOOD             MNDT
 PP1140  HISTORY     - 20130916 GOOD             MNDT
 PP1140
 PP1140                          STATION DESCRIPTION
 PP1140
 PP1140'DESCRIBED BY MN DEPT OF TRANSP 1971
 PP1140'IN EDEN PRAIRIE.
 PP1140'EDEN PRAIRIE TO CHASKA, 2.4 MILES WEST ALONG T.H. 5 FROM THE JUNCTION
 PP1140'OF T.H. 5 AND FAI 494, 0.4 MILES EAST OF COUNTY ROAD 4, 300 FEET WEST
 PP1140'OF THE T.H. 5 RAILROAD BRIDGE, 70 FEET NORTH OF THE T.H. 5 CENTERLINE,
 PP1140'68.5 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF A CONCRETE BLOCK
 PP1140'BUILDING, 28 FEET WEST OF A DRIVEWAY CENTERLINE, 0.5 FEET SOUTH OF A
 PP1140'STEEL WITNESS POST, IN A 6 FOOT PRE-CAST CONCRETE MONUMENT, SET FLUSH
 PP1140'WITH THE GROUND.  SW 1/4, SEC 9, T 116N, R 22W.
 PP1140
 PP1140                          STATION RECOVERY (1983)
 PP1140
 PP1140'RECOVERY NOTE BY MN DEPT OF TRANSP 1983
 PP1140'THE SOUTHWEST QUARTER OF SECTION 9, T 116 N, R 22 W, 2.4 MILES WEST
 PP1140'ALONG TRUNK HIGHWAY 5 FROM ITS JUNCTION WITH TRUNK HIGHWAY 494, 0.4
 PP1140'MILE EAST OF COUNTY ROAD 4, 300 FEET WEST OF THE TRUNK HIGHWAY 5
 PP1140'RAILROAD BRIDGE, 74 FEET NORTH OF THE CENTERLINE OF TRUNK HIGHWAY 5
 PP1140'AT MILEPOINT 48.4, 68.5 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF A
 PP1140'CONCRETE BLOCK BUILDING, 28 FEET WEST OF THE CENTERLINE OF A
 PP1140'DRIVEWAY, AND 0.5 FOOT SOUTH OF A STEEL WITNESS POST. THE MARK, A
 PP1140'STANDARD MNDT BENCH MARK DISK STAMPED ---2701 C 1967---, IS SET IN
 PP1140'THE TOP OF A 6 FOOT LONG PRECAST CONCRETE MONUMENT THAT IS BURIED 1.0
 PP1140'FOOT BELOW THE SURFACE OF THE GROUND.
 PP1140
 PP1140                          STATION RECOVERY (1992)
 PP1140
 PP1140'RECOVERY NOTE BY MN DEPT OF TRANSP 1992 (HTS)
 PP1140'IN EDEN PRAIRIE, 2.4 MI (3.9 KM) WEST OF JCT TH 5 AND FAI 494, 0.4 MI
 PP1140'(0.6 KM) EAST OF CO RD 4, 125.0 FT (38.1 M) NORTH OF WB TH 5, AT TH 5
 PP1140'MP 48.4, 68.5 FT (20.9 M) SW OF THE SW COR OF A BLOCK BLDG, 108 FT
 PP1140'(32.9 M) EAST OF HIGH TENSION POLE NO 8, 0.5 FT (15.2 CM) SOUTH OF A
 PP1140'WIT POST.
 PP1140
 PP1140                          STATION RECOVERY (1999)
 PP1140
 PP1140'RECOVERY NOTE BY US POWER SQUADRON 1999
 PP1140'MARK NOT FOUND.
 PP1140
 PP1140                          STATION RECOVERY (2003)
 PP1140
 PP1140'RECOVERY NOTE BY US POWER SQUADRON 2003 (GAP)
 PP1140'RAILROAD BRIDGE IS GONE.
 PP1140
 PP1140                          STATION RECOVERY (2006)
 PP1140
 PP1140'RECOVERY NOTE BY MN DEPT OF TRANSP 2006 (KMS)
 PP1140'AT EDEN PRAIRIE, 2.4 MILES WEST OF JUNCTION OF TRUNK HIGHWAY 5 AND
 PP1140'INTERSTATE HIGHWAY 494, 0.4 MILES EAST OF COUNTY ROAD 4, 0.2 MILE
 PP1140'NORTHEAST ON VENTURE LANE FROM JUNCTION OF TRUNK HIGHWAY 5, 125 FEET
 PP1140'NORTH OF WESTBOUND TRUNK HIGHWAY 5, AT TRUNK HIGHWAY 5 MILEPOINT 48.4,
 PP1140'10.8 FEET EAST OF HIGH TENSION POWER POLE NUMBER 8, 68.5 FEET
 PP1140'SOUTHWEST OF SOUTHWEST CORNER OF BLOCK BUILDING, 47.8 FEET SOUTH OF
 PP1140'VENTURE LANE, 0.5 FOOT SOUTH OF WITNESS POST.
 PP1140
 PP1140                          STATION RECOVERY (2006)
 PP1140
 PP1140'RECOVERY NOTE BY MN DEPT OF TRANSP 2006 (DJS)
 PP1140'IN EDEN PRAIRIE, 2.4 MILES WEST OF JUNCTION OF TRUNK HIGHWAY 5 AND
 PP1140'INTERSTATE HIGHWAY 494, 0.4 MILE EAST OF COUNTY ROAD 4, 0.2 MILE
 PP1140'NORTHEAST ON VENTURE LANE FROM JUNCTION OF TRUNK HIGHWAY 5, 125 FEET
 PP1140'NORTH OF WESTBOUND TRUNK HIGHWAY 5, AT TRUNK HIGHWAY 5 MILEPOINT 48.4,
 PP1140'10.8 FEET EAST OF HIGH TENSION POWER POLE NUMBER 8, 68.5 FEET
 PP1140'SOUTHWEST OF SOUTHWEST CORNER OF BLOCK BUILDING, 47.8 FEET SOUTH OF
 PP1140'VENTURE LANE, 0.5 FOOT SOUTH OF WITNESS POST.
 PP1140
 PP1140                          STATION RECOVERY (2007)
 PP1140
 PP1140'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (PJG)
 PP1140'THE MARK IS LOCATED ABOUT 5.0 MI (8.1 KM) NORTH-NORTHEAST OF SHAKOPEE,
 PP1140'4.4 MI (7.1 KM) SOUTH OF HOPKINS AND 0.6 MI (0.9 KM) NORTH-NORTHWEST
 PP1140'OF EDEN PRAIRIE.
 PP1140'
 PP1140'TO REACH TO THE MARK FROM EDEN PRAIRIE, 2.4 MILES WEST OF JUNCTION OF
 PP1140'TRUNK HIGHWAY 5 AND INTERSTATE HIGHWAY 494, 0.4 MILES EAST OF COUNTY
 PP1140'ROAD 4, 0.2 MILE NORTHEAST ON VENTURE LANE FROM JUNCTION OF TRUNK
 PP1140'HIGHWAY 5, 125 FEET NORTH OF WESTBOUND TRUNK HIGHWAY 5, AT TRUNK
 PP1140'HIGHWAY 5 MILE POINT 48.4, 10.8 FEET EAST OF HIGH TENSION POWER POLE
 PP1140'NUMBER 8, 68.5 FEET SOUTHWEST OF SOUTHWEST CORNER OF BLOCK BUILDING,
 PP1140'0.5 FEET SOUTH OF WITNESS POST.
 PP1140
 PP1140                          STATION RECOVERY (2008)
 PP1140
 PP1140'RECOVERY NOTE BY MN DEPT OF TRANSP 2008 (DAS)
 PP1140'THE MARK WAS RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.
 PP1140'THE MARK IS IN EDEN PRAIRIE, 2.4 MILES WEST OF JUNCTION OF TRUNK
 PP1140'HIGHWAY 5 AND INTERSTATE HIGHWAY 494, AT TRUNK HIGHWAY 5 MILEPOINT
 PP1140'48.4, 0.4 MILE EAST OF COUNTY ROAD 4, 0.2 MILE NORTHEAST ON VENTURE
 PP1140'LANE FROM JUNCTION OF TRUNK HIGHWAY 5, 125 FEET NORTH OF WESTBOUND
 PP1140'TRUNK HIGHWAY 5, 10.8 FEET EAST OF HIGH TENSION POWER POLE NUMBER 8,
 PP1140'68.5 FEET SOUTHWEST OF SOUTHWEST CORNER OF BLOCK BUILDING, 47.8 FEET
 PP1140'SOUTH OF VENTURE LANE, 0.5 FOOT SOUTH OF WITNESS POST.
 PP1140
 PP1140                          STATION RECOVERY (2013)
 PP1140
 PP1140'RECOVERY NOTE BY MN DEPT OF TRANSP 2013 (KMS)
 PP1140'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 PP1387 ***********************************************************************
 PP1387  DESIGNATION -  2701 J
 PP1387  PID         -  PP1387
 PP1387  STATE/COUNTY-  MN/HENNEPIN
 PP1387  COUNTRY     -  US
 PP1387  USGS QUAD   -  SHAKOPEE (2019)
 PP1387
 PP1387                         *CURRENT SURVEY CONTROL
 PP1387  ______________________________________________________________________
 PP1387* NAD 83(1986) POSITION- 44 51 44.95   (N) 093 30 02.09   (W)   HD_HELD1
 PP1387* NAVD 88 ORTHO HEIGHT -   271.215 (meters)      889.81  (feet) ADJUSTED
 PP1387  ______________________________________________________________________
 PP1387  GEOID HEIGHT    -        -26.813 (meters)                     GEOID18
 PP1387  DYNAMIC HEIGHT  -        271.208 (meters)      889.79  (feet) COMP
 PP1387  MODELED GRAVITY -    980,586.0   (mgal)                       NAVD 88
 PP1387
 PP1387  VERT ORDER      -  SECOND    CLASS I
 PP1387
 PP1387.The horizontal coordinates were determined by differentially corrected
 PP1387.hand held GPS observations or other comparable positioning techniques
 PP1387.and have an estimated accuracy of +/- 3 meters.
 PP1387
 PP1387.The orthometric height was determined by differential leveling and
 PP1387.adjusted by the NATIONAL GEODETIC SURVEY
 PP1387.in May 2020.
 PP1387
 PP1387.Significant digits in the geoid height do not necessarily reflect accuracy.
 PP1387.GEOID18 height accuracy estimate available here.
 PP1387
 PP1387.Click photographs - Photos may exist for this station.
 PP1387
 PP1387.The dynamic height is computed by dividing the NAVD 88
 PP1387.geopotential number by the normal gravity value computed on the
 PP1387.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP1387.degrees latitude (g = 980.6199 gals.).
 PP1387
 PP1387.The modeled gravity was interpolated from observed gravity values.
 PP1387
 PP1387;                    North         East    Units  Estimated Accuracy
 PP1387;SPC MN S     -   307,066.1     839,469.2     MT  (+/- 3 meters HH1 GPS) 
 PP1387
 PP1387_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK6045267796(NAD 83)
 PP1387
 PP1387                          SUPERSEDED SURVEY CONTROL
 PP1387
 PP1387  NAVD 88 (06/15/91)  271.218  (m)          889.82   (f) SUPERSEDED  2 0
 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
 PP1387.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PP1387.See file dsdata.pdf to determine how the superseded data were derived.
 PP1387
 PP1387_MARKER: DB = BENCH MARK DISK
 PP1387_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 PP1387_STAMPING: 2701 J 1970
 PP1387_MARK LOGO: MNHD
 PP1387_PROJECTION: FLUSH
 PP1387_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 PP1387_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PP1387_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 PP1387+SATELLITE: SATELLITE OBSERVATIONS - September 30, 2013
 PP1387
 PP1387  HISTORY     - Date     Condition        Report By
 PP1387  HISTORY     - 1970     MONUMENTED       MNHD
 PP1387  HISTORY     - 1971     GOOD             MNDT
 PP1387  HISTORY     - 1973     GOOD             LOCSUR
 PP1387  HISTORY     - 1983     GOOD             MNDT
 PP1387  HISTORY     - 19921103 GOOD             MNDT
 PP1387  HISTORY     - 20030725 MARK NOT FOUND   USPSQD
 PP1387  HISTORY     - 20070723 GOOD             MNDT
 PP1387  HISTORY     - 20130930 GOOD             MNDT
 PP1387
 PP1387                          STATION DESCRIPTION
 PP1387
 PP1387'DESCRIBED BY MN DEPT OF TRANSP 1971
 PP1387'1.6 MI E FROM CHANHASSEN.
 PP1387'MARK IS LOCATED 1.6 MILES EAST ALONG T.H. 5 FROM THE JUNCTION OF T.H.
 PP1387'5 AND T.H. 101 IN CHANHASSEN, 0.7 MILES WEST OF COUNTY ROAD 4, AT THE
 PP1387'NORTHWEST CORNER OF MITCHELL LAKE, 71 FEET SOUTH OF AND 2 FEET LOWER
 PP1387'THAN THE T.H. 5 CENTERLINE AT MILE MARKER 47.3, 26 FEET NORTH OF A 14
 PP1387'INCH ELM TREE, 28 FEET EAST OF A 24 INCH ELM TREE (TWIN) 1 FOOT NORTH
 PP1387'OF A STEEL WITNESS POST, IN A 6 FOOT PRE-CAST CONCRETE MONUMENT SET 2
 PP1387'INCHES BELOW GROUND LEVEL.  SW 1/4 SECTION 8, T 116N, R 22W.
 PP1387
 PP1387                          STATION RECOVERY (1973)
 PP1387
 PP1387'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1973
 PP1387'THE MARK IS LOCATED 1.6 MILES EAST ALONG T.H. 5 FROM THE JUNCTION OF
 PP1387'T.H. 5 AND T.H. 101 IN CHANHASSEN, 0.7 MILES WEST OF COUNTY RD 4, AT
 PP1387'THE NORTHEAST CORNER OF MITCHELL LAKE. IT IS 71 FEET SOUTH AND 2 FEET
 PP1387'LOWER THAN THE T.H. 5 CENTERLINE, 26 FEET NORTH OF A 14 INCH ELM
 PP1387'TREE, AND 28 FEET EAST OF A 24 INCH ELM TREE (TWIN). IT IS 1 FOOT
 PP1387'NORTH OF STEEL WITNESS POST, IN A 6 FOOT PRE-CAST CONCRETE MONUMENT
 PP1387'SET 2 INCHES BELOW GROUND LEVEL.
 PP1387
 PP1387                          STATION RECOVERY (1983)
 PP1387
 PP1387'RECOVERY NOTE BY MN DEPT OF TRANSP 1983
 PP1387'THE SOUTHWEST QUARTER OF SECTION 8, T 116 N, R 22 W, 1.6 MILES EAST
 PP1387'ALONG TRUNK HIGHWAY 5 FROM ITS JUNCTION WITH TRUNK HIGHWAY 101 IN
 PP1387'CHANHASSEN, AT THE NORHTWEST CORNER OF MITCHELL LAKE, 71 FEET SOUTH
 PP1387'OF AND 2 FEET LOWER THAN THE CENTERLINE OF TRUNK HIGHWAY 5 AT
 PP1387'MILEPOINT 47.25, 26 FEET NORTH OF A 14 INCH DIAMETER ELM TREE, 28
 PP1387'FEET EAST OF A 24 INCH DIAMETER ELM TREE, AND 1.5 FEET
 PP1387'NORTH-NORTHWEST OF A STEEL WITNESS POST. THE MARK, A STANDARD MNDT
 PP1387'BENCH MARK DISK STAMPED---2701 J 1970---, IS SET IN THE TOP OF A 6
 PP1387'FOOT LONG PRECAST CONCRETE MONUMENT THAT IS BURIED 2 INCHES BELOW THE
 PP1387'SURFACE OF THE GROUND.
 PP1387
 PP1387                          STATION RECOVERY (1992)
 PP1387
 PP1387'RECOVERY NOTE BY MN DEPT OF TRANSP 1992 (HTS)
 PP1387'RECOVERED IN GOOD CONDITION. NOTE-- ADDITIONS, 80.0 FT (24.4 M) SOUTH
 PP1387'OF TH 5, 1.5 FT (0.5 M) NW OF WIT POST.
 PP1387
 PP1387                          STATION RECOVERY (2003)
 PP1387
 PP1387'RECOVERY NOTE BY US POWER SQUADRON 2003 (GAP)
 PP1387'MARK NOT FOUND.
 PP1387
 PP1387                          STATION RECOVERY (2007)
 PP1387
 PP1387'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (VWC)
 PP1387'THE MARK IS LOCATED ABOUT 4.6 MI (7.4 KM) NORTH-NORTHEAST OF SHAKOPEE,
 PP1387'4.3 MI (6.9 KM) SOUTHEAST OF EXCELSIOR AND 1.6 MI (2.5 KM)
 PP1387'WEST-NORTHWEST OF EDEN PRAIRIE.
 PP1387'
 PP1387'TO REACH TO THE MARK GO 0.7 MILES WEST OF COUNTY ROAD 4, 80 FEET SOUTH
 PP1387'OF TRUNK HIGHWAY 5, AT TRUNK HIGHWAY 5 MILE POINT 47.3, AT NORTHEAST
 PP1387'CORNER OF MITCHELL LAKE, 26 FEET NORTH OF 14 INCH ELM TREE, 1.5 FEET
 PP1387'NORTHWEST OF WITNESS POST.
 PP1387
 PP1387                          STATION RECOVERY (2013)
 PP1387
 PP1387'RECOVERY NOTE BY MN DEPT OF TRANSP 2013 (KMS)
 PP1387'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 AE5189 ***********************************************************************
 AE5189  DESIGNATION -  2701 M
 AE5189  PID         -  AE5189
 AE5189  STATE/COUNTY-  MN/HENNEPIN
 AE5189  COUNTRY     -  US
 AE5189  USGS QUAD   -  SHAKOPEE (2019)
 AE5189
 AE5189                         *CURRENT SURVEY CONTROL
 AE5189  ______________________________________________________________________
 AE5189* NAD 83(1986) POSITION- 44 51 43.91   (N) 093 30 39.42   (W)   HD_HELD1
 AE5189* NAVD 88 ORTHO HEIGHT -   282.268 (meters)      926.07  (feet) ADJUSTED
 AE5189  ______________________________________________________________________
 AE5189  GEOID HEIGHT    -        -26.800 (meters)                     GEOID18
 AE5189  DYNAMIC HEIGHT  -        282.262 (meters)      926.05  (feet) COMP
 AE5189  MODELED GRAVITY -    980,588.3   (mgal)                       NAVD 88
 AE5189
 AE5189  VERT ORDER      -  SECOND    CLASS I
 AE5189
 AE5189.The horizontal coordinates were determined by differentially corrected
 AE5189.hand held GPS observations or other comparable positioning techniques
 AE5189.and have an estimated accuracy of +/- 3 meters.
 AE5189
 AE5189.The orthometric height was determined by differential leveling and
 AE5189.adjusted by the NATIONAL GEODETIC SURVEY
 AE5189.in May 2020.
 AE5189
 AE5189.Significant digits in the geoid height do not necessarily reflect accuracy.
 AE5189.GEOID18 height accuracy estimate available here.
 AE5189
 AE5189.Click photographs - Photos may exist for this station.
 AE5189
 AE5189.The dynamic height is computed by dividing the NAVD 88
 AE5189.geopotential number by the normal gravity value computed on the
 AE5189.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE5189.degrees latitude (g = 980.6199 gals.).
 AE5189
 AE5189.The modeled gravity was interpolated from observed gravity values.
 AE5189
 AE5189;                    North         East    Units  Estimated Accuracy
 AE5189;SPC MN S     -   307,029.1     838,649.9     MT  (+/- 3 meters HH1 GPS) 
 AE5189
 AE5189_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK5963267769(NAD 83)
 AE5189
 AE5189                          SUPERSEDED SURVEY CONTROL
 AE5189
 AE5189  NAVD 88 (11/23/99)  282.267  (m)          926.07   (f) SUPERSEDED  2 1
 AE5189
 AE5189.Superseded values are not recommended for survey control.
 AE5189
 AE5189.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE5189.See file dsdata.pdf to determine how the superseded data were derived.
 AE5189
 AE5189_MARKER: DV = VERTICAL CONTROL DISK
 AE5189_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 AE5189_SP_SET: FOUNDATION
 AE5189_STAMPING: 2701 M 1992
 AE5189_MARK LOGO: MNDT
 AE5189_MAGNETIC: N = NO MAGNETIC MATERIAL
 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 - September 30, 2013
 AE5189
 AE5189  HISTORY     - Date     Condition        Report By
 AE5189  HISTORY     - 1992     MONUMENTED       MNDT
 AE5189  HISTORY     - 20030714 GOOD             USPSQD
 AE5189  HISTORY     - 20070723 GOOD             MNDT
 AE5189  HISTORY     - 20130930 GOOD             MNDT
 AE5189
 AE5189                          STATION DESCRIPTION
 AE5189
 AE5189'DESCRIBED BY MN DEPT OF TRANSP 1992 (HTS)
 AE5189'1.0 MI (1.6 KM) EAST OF CHANHASSEN, 1.0 MI (1.6 KM) EAST ALONG TH 5
 AE5189'FROM THE JCT OF TH 5 AND TH 101, AT TH 5 MP 46.75, 81.5 FT (24.8 M)
 AE5189'NORTH OF WB TH 5, 91.5 FT (27.9 M) EAST OF NB DELL RD, 2.6 FT (0.8 M)
 AE5189'SOUTH OF A HIGH TENSION POLE.
 AE5189
 AE5189                          STATION RECOVERY (2003)
 AE5189
 AE5189'RECOVERY NOTE BY US POWER SQUADRON 2003 (GAP)
 AE5189'RECOVERED IN GOOD CONDITION.
 AE5189
 AE5189                          STATION RECOVERY (2007)
 AE5189
 AE5189'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (VWC)
 AE5189'THE MARK IS LOCATED ABOUT 4.5 MI (7.2 KM) NORTH OF SHAKOPEE, 3.9 MI
 AE5189'(6.3 KM) SOUTHEAST OF EXCELSIOR AND 2.0 MI (3.3 KM) WEST-NORTHWEST OF
 AE5189'EDEN PRAIRIE.   TO REACH TO THE MARK GO 1.0 MILES EAST OF CHANHASSEN,
 AE5189'1.0 MILES EAST ALONG TRUNK HIGHWAY 5 FROM JUNCTION OF TRUNK HIGHWAY 5
 AE5189'AND TRUNK HIGHWAY 101, AT TRUNK HIGHWAY 5 MILE POINT 46.75, IN SOUTH
 AE5189'SIDE OF CONCRETE BASE OF POWER LINE POLE 25, 81.5 FEET NORTH OF
 AE5189'WESTBOUND TRUNK HIGHWAY 5, 91.5 FEET EAST OF NORTHBOUND DELL ROAD, 2.6
 AE5189'FEET SOUTH OF HIGH TENSION POLE.
 AE5189
 AE5189                          STATION RECOVERY (2013)
 AE5189
 AE5189'RECOVERY NOTE BY MN DEPT OF TRANSP 2013 (KMS)
 AE5189'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 AE5190 ***********************************************************************
 AE5190  DESIGNATION -  2701 N
 AE5190  PID         -  AE5190
 AE5190  STATE/COUNTY-  MN/HENNEPIN
 AE5190  COUNTRY     -  US
 AE5190  USGS QUAD   -  EDEN PRAIRIE (2019)
 AE5190
 AE5190                         *CURRENT SURVEY CONTROL
 AE5190  ______________________________________________________________________
 AE5190* NAD 83(1986) POSITION- 44 51 44.97   (N) 093 29 05.47   (W)   HD_HELD1
 AE5190* NAVD 88 ORTHO HEIGHT -   268.883 (meters)      882.16  (feet) ADJUSTED
 AE5190  ______________________________________________________________________
 AE5190  GEOID HEIGHT    -        -26.835 (meters)                     GEOID18
 AE5190  DYNAMIC HEIGHT  -        268.876 (meters)      882.14  (feet) COMP
 AE5190  MODELED GRAVITY -    980,583.6   (mgal)                       NAVD 88
 AE5190
 AE5190  VERT ORDER      -  SECOND    CLASS I
 AE5190
 AE5190.The horizontal coordinates were determined by differentially corrected
 AE5190.hand held GPS observations or other comparable positioning techniques
 AE5190.and have an estimated accuracy of +/- 3 meters.
 AE5190
 AE5190.The orthometric height was determined by differential leveling and
 AE5190.adjusted by the NATIONAL GEODETIC SURVEY
 AE5190.in May 2020.
 AE5190
 AE5190.Significant digits in the geoid height do not necessarily reflect accuracy.
 AE5190.GEOID18 height accuracy estimate available here.
 AE5190
 AE5190.Click photographs - Photos may exist for this station.
 AE5190
 AE5190.The dynamic height is computed by dividing the NAVD 88
 AE5190.geopotential number by the normal gravity value computed on the
 AE5190.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE5190.degrees latitude (g = 980.6199 gals.).
 AE5190
 AE5190.The modeled gravity was interpolated from observed gravity values.
 AE5190
 AE5190;                    North         East    Units  Estimated Accuracy
 AE5190;SPC MN S     -   307,074.5     840,712.1     MT  (+/- 3 meters HH1 GPS) 
 AE5190
 AE5190_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK6169467789(NAD 83)
 AE5190
 AE5190                          SUPERSEDED SURVEY CONTROL
 AE5190
 AE5190  NAVD 88 (09/20/16)  268.883  (m)          882.16   (f) SUPERSEDED  2 1
 AE5190  NAVD 88 (11/23/99)  268.882  (m)          882.16   (f) SUPERSEDED  2 1
 AE5190
 AE5190.Superseded values are not recommended for survey control.
 AE5190
 AE5190.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE5190.See file dsdata.pdf to determine how the superseded data were derived.
 AE5190
 AE5190_MARKER: DV = VERTICAL CONTROL DISK
 AE5190_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AE5190_SP_SET: FOOTING
 AE5190_STAMPING: 2701 N 1992
 AE5190_MARK LOGO: MNDT
 AE5190_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AE5190_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AE5190_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AE5190+SATELLITE: SATELLITE OBSERVATIONS - September 30, 2013
 AE5190
 AE5190  HISTORY     - Date     Condition        Report By
 AE5190  HISTORY     - 1992     MONUMENTED       MNDT
 AE5190  HISTORY     - 20030714 GOOD             USPSQD
 AE5190  HISTORY     - 20070723 GOOD             MNDT
 AE5190  HISTORY     - 20080401 GOOD             MNDT
 AE5190  HISTORY     - 20130930 GOOD             MNDT
 AE5190
 AE5190                          STATION DESCRIPTION
 AE5190
 AE5190'DESCRIBED BY MN DEPT OF TRANSP 1992 (HTS)
 AE5190'2.25 MI (3.62 KM) EAST OF CHANHASSEN, 106.5 FT (32.5 M) EAST OF NB CO
 AE5190'RD 4, 87.5 FT (26.7 M) NORTH OF WB TH 5, AT TH 5 MP 47.9, 2.5 FT (0.8
 AE5190'M) SW OF HIGH TENSION POLE NO 12.
 AE5190
 AE5190                          STATION RECOVERY (2003)
 AE5190
 AE5190'RECOVERY NOTE BY US POWER SQUADRON 2003 (GAP)
 AE5190'RECOVERED IN GOOD CONDITION.
 AE5190
 AE5190                          STATION RECOVERY (2007)
 AE5190
 AE5190'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (VWC)
 AE5190'THE MARK IS LOCATED ABOUT 4.9 MI (7.9 KM) NORTH-NORTHEAST OF SHAKOPEE,
 AE5190'4.5 MI (7.2 KM) SOUTH-SOUTHWEST OF HOPKINS AND 0.9 MI (1.4 KM)
 AE5190'NORTHWEST OF EDEN PRAIRIE.
 AE5190'
 AE5190'TO REACH TO THE MARK GO 2.25 MILES EAST OF CHANHASSEN, 106.5 FEET EAST
 AE5190'OF NORTHBOUND COUNTY ROAD 4, 87.5 FEET NORTH OF WESTBOUND TRUNK
 AE5190'HIGHWAY 5, AT TRUNK HIGHWAY 5 MILE POINT 47.9, 2.5 FEET SOUTHWEST OF
 AE5190'HIGH TENSION POLE NUMBER 12.
 AE5190
 AE5190                          STATION RECOVERY (2008)
 AE5190
 AE5190'RECOVERY NOTE BY MN DEPT OF TRANSP 2008 (PJG)
 AE5190'RECOVERED AS DESCRIBED.
 AE5190
 AE5190                          STATION RECOVERY (2013)
 AE5190
 AE5190'RECOVERY NOTE BY MN DEPT OF TRANSP 2013 (KMS)
 AE5190'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 AE5191 ***********************************************************************
 AE5191  DESIGNATION -  2701 P
 AE5191  PID         -  AE5191
 AE5191  STATE/COUNTY-  MN/HENNEPIN
 AE5191  COUNTRY     -  US
 AE5191  USGS QUAD   -  EDEN PRAIRIE (2019)
 AE5191
 AE5191                         *CURRENT SURVEY CONTROL
 AE5191  ______________________________________________________________________
 AE5191* NAD 83(1986) POSITION- 44 51 42.69   (N) 093 28 37.94   (W)   HD_HELD1
 AE5191* NAVD 88 ORTHO HEIGHT -   272.510 (meters)      894.06  (feet) ADJUSTED
 AE5191  ______________________________________________________________________
 AE5191  GEOID HEIGHT    -        -26.846 (meters)                     GEOID18
 AE5191  DYNAMIC HEIGHT  -        272.503 (meters)      894.04  (feet) COMP
 AE5191  MODELED GRAVITY -    980,583.5   (mgal)                       NAVD 88
 AE5191
 AE5191  VERT ORDER      -  SECOND    CLASS I
 AE5191
 AE5191.The horizontal coordinates were determined by differentially corrected
 AE5191.hand held GPS observations or other comparable positioning techniques
 AE5191.and have an estimated accuracy of +/- 3 meters.
 AE5191
 AE5191.The orthometric height was determined by differential leveling and
 AE5191.adjusted by the NATIONAL GEODETIC SURVEY
 AE5191.in May 2020.
 AE5191
 AE5191.Significant digits in the geoid height do not necessarily reflect accuracy.
 AE5191.GEOID18 height accuracy estimate available here.
 AE5191
 AE5191.Click photographs - Photos may exist for this station.
 AE5191
 AE5191.The dynamic height is computed by dividing the NAVD 88
 AE5191.geopotential number by the normal gravity value computed on the
 AE5191.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE5191.degrees latitude (g = 980.6199 gals.).
 AE5191
 AE5191.The modeled gravity was interpolated from observed gravity values.
 AE5191
 AE5191;                    North         East    Units  Estimated Accuracy
 AE5191;SPC MN S     -   307,007.9     841,316.9     MT  (+/- 3 meters HH1 GPS) 
 AE5191
 AE5191_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK6229867715(NAD 83)
 AE5191
 AE5191                          SUPERSEDED SURVEY CONTROL
 AE5191
 AE5191  NAVD 88 (11/23/99)  272.508  (m)          894.05   (f) SUPERSEDED  2 1
 AE5191
 AE5191.Superseded values are not recommended for survey control.
 AE5191
 AE5191.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE5191.See file dsdata.pdf to determine how the superseded data were derived.
 AE5191
 AE5191_MARKER: DD = SURVEY DISK
 AE5191_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AE5191_SP_SET: HIGH TENSION POLE BASE
 AE5191_STAMPING: 2701 P 1993
 AE5191_MARK LOGO: MNDT
 AE5191_MAGNETIC: N = NO MAGNETIC MATERIAL
 AE5191_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AE5191_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AE5191+SATELLITE: SATELLITE OBSERVATIONS - September 30, 2013
 AE5191
 AE5191  HISTORY     - Date     Condition        Report By
 AE5191  HISTORY     - 19930401 MONUMENTED       MNDT
 AE5191  HISTORY     - 20030714 GOOD             USPSQD
 AE5191  HISTORY     - 20070723 GOOD             MNDT
 AE5191  HISTORY     - 20080401 GOOD             MNDT
 AE5191  HISTORY     - 20130930 GOOD             MNDT
 AE5191
 AE5191                          STATION DESCRIPTION
 AE5191
 AE5191'DESCRIBED BY MN DEPT OF TRANSP 1993 (HTS)
 AE5191'AT EDEN PRAIRIE, 2.4 MI (3.9 KM) WEST ALONG TH 5 FROM THE JCT OF TH 5
 AE5191'AND FAI 494, AT TH 5 MP 48.4, 124.0 FT (37.8 M) NORTH OF WB TH 5, 73.0
 AE5191'FT (22.3 M) SSW OF THE SW COR OF A BLOCK BLDG, ON THE SOUTH SIDE OF
 AE5191'THE BASE OF HIGH TENSION POLE NO 8, 10.8 FT (3.3 M) WEST OF A WIT
 AE5191'POST.
 AE5191
 AE5191                          STATION RECOVERY (2003)
 AE5191
 AE5191'RECOVERY NOTE BY US POWER SQUADRON 2003 (GAP)
 AE5191'RECOVERED IN GOOD CONDITION.
 AE5191
 AE5191                          STATION RECOVERY (2007)
 AE5191
 AE5191'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (PJG)
 AE5191'THE MARK IS LOCATED ABOUT 5.0 MI (8.1 KM) NORTH-NORTHEAST OF SHAKOPEE,
 AE5191'4.4 MI (7.1 KM) SOUTH OF HOPKINS AND 0.6 MI (0.9 KM) NORTH-NORTHWEST
 AE5191'OF EDEN PRAIRIE.
 AE5191'
 AE5191'TO REACH TO THE MARK FROM EDEN PRAIRIE, 2.4 MILES WEST ALONG TRUNK
 AE5191'HIGHWAY 5 FROM JUNCTION OF TRUNK HIGHWAY 5 AND INTERSTATE HIGHWAY 494,
 AE5191'AT TRUNK HIGHWAY 5 MILE POINT 48.4, 124.0 FEET NORTH OF WESTBOUND
 AE5191'TRUNK HIGHWAY 5, 73.0 FEET SOUTH-SOUTHWEST OF SOUTHWEST CORNER OF
 AE5191'BLOCK BUILDING, IN SOUTH SIDE OF BASE OF HIGH TENSION POLE NUMBER 8,
 AE5191'10.8 FEET WEST OF WITNESS POST.
 AE5191
 AE5191                          STATION RECOVERY (2008)
 AE5191
 AE5191'RECOVERY NOTE BY MN DEPT OF TRANSP 2008 (PJG)
 AE5191'THE STATION IS LOCATED AT EDEN PRAIRIE.
 AE5191'
 AE5191'TO REACH THE MARK GO 2.4 MI (3.9 KM) WEST ALONG TRUNK HIGHWAY 5 FROM
 AE5191'THE JUNCTION OF TRUNK HIGHWAY 5 AND INTERSTATE HIGHWAY 494, AT TRUNK
 AE5191'HIGHWAY 5 MILE POINT 48.4.
 AE5191'
 AE5191'IT IS 124.0 FT (37.8 M) NORTH OF WESTBOUND TRUNK HIGHWAY 5, 48.9 FT
 AE5191'(14.9 M) SOUTH OF VENTURE LANE, IN SOUTH SIDE OF BASE OF HIGH TENSION
 AE5191'POLE NUMBER 8, 10.8 FT (3.3 M) WEST OF A WITNESS POST.
 AE5191
 AE5191                          STATION RECOVERY (2013)
 AE5191
 AE5191'RECOVERY NOTE BY MN DEPT OF TRANSP 2013 (KMS)
 AE5191'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 AE5192 ***********************************************************************
 AE5192  DESIGNATION -  2701 Q
 AE5192  PID         -  AE5192
 AE5192  STATE/COUNTY-  MN/HENNEPIN
 AE5192  COUNTRY     -  US
 AE5192  USGS QUAD   -  EDEN PRAIRIE (2019)
 AE5192
 AE5192                         *CURRENT SURVEY CONTROL
 AE5192  ______________________________________________________________________
 AE5192* NAD 83(1986) POSITION- 44 51 48.70   (N) 093 28 12.51   (W)   HD_HELD1
 AE5192* NAVD 88 ORTHO HEIGHT -   258.233 (meters)      847.22  (feet) ADJUSTED
 AE5192  ______________________________________________________________________
 AE5192  GEOID HEIGHT    -        -26.856 (meters)                     GEOID18
 AE5192  DYNAMIC HEIGHT  -        258.226 (meters)      847.20  (feet) COMP
 AE5192  MODELED GRAVITY -    980,584.3   (mgal)                       NAVD 88
 AE5192
 AE5192  VERT ORDER      -  SECOND    CLASS I
 AE5192
 AE5192.The horizontal coordinates were determined by differentially corrected
 AE5192.hand held GPS observations or other comparable positioning techniques
 AE5192.and have an estimated accuracy of +/- 3 meters.
 AE5192
 AE5192.The orthometric height was determined by differential leveling and
 AE5192.adjusted by the NATIONAL GEODETIC SURVEY
 AE5192.in May 2020.
 AE5192
 AE5192.Significant digits in the geoid height do not necessarily reflect accuracy.
 AE5192.GEOID18 height accuracy estimate available here.
 AE5192
 AE5192.Click photographs - Photos may exist for this station.
 AE5192
 AE5192.The dynamic height is computed by dividing the NAVD 88
 AE5192.geopotential number by the normal gravity value computed on the
 AE5192.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE5192.degrees latitude (g = 980.6199 gals.).
 AE5192
 AE5192.The modeled gravity was interpolated from observed gravity values.
 AE5192
 AE5192;                    North         East    Units  Estimated Accuracy
 AE5192;SPC MN S     -   307,197.0     841,874.0     MT  (+/- 3 meters HH1 GPS) 
 AE5192
 AE5192_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK6285767897(NAD 83)
 AE5192
 AE5192                          SUPERSEDED SURVEY CONTROL
 AE5192
 AE5192  NAVD 88 (09/20/16)  258.232  (m)          847.22   (f) SUPERSEDED  2 1
 AE5192  NAVD 88 (08/01/13)  258.233  (m)          847.22   (f) SUPERSEDED  2 1
 AE5192  NAVD 88 (11/23/99)  258.252  (m)          847.28   (f) SUPERSEDED  2 1
 AE5192
 AE5192.Superseded values are not recommended for survey control.
 AE5192
 AE5192.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE5192.See file dsdata.pdf to determine how the superseded data were derived.
 AE5192
 AE5192_MARKER: DD = SURVEY DISK
 AE5192_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 AE5192+WITH SETTING: PAVEMENT
 AE5192_SP_SET: POWER POLE FOUNDATION
 AE5192_STAMPING: 2701 Q 1993
 AE5192_MARK LOGO: MNDT
 AE5192_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AE5192_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE5192+STABILITY: SURFACE MOTION
 AE5192_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AE5192+SATELLITE: SATELLITE OBSERVATIONS - October 03, 2013
 AE5192
 AE5192  HISTORY     - Date     Condition        Report By
 AE5192  HISTORY     - 1993     MONUMENTED       MNDT
 AE5192  HISTORY     - 20030714 GOOD             USPSQD
 AE5192  HISTORY     - 20070723 GOOD             MNDT
 AE5192  HISTORY     - 20080520 GOOD             MNDT
 AE5192  HISTORY     - 20131003 GOOD             MNDT
 AE5192
 AE5192                          STATION DESCRIPTION
 AE5192
 AE5192'DESCRIBED BY MN DEPT OF TRANSP 1993 (HTS)
 AE5192'IN EDEN PRAIRIE, 2.1 MI (3.4 KM) WEST ALONG TH 5 FROM THE JCT OF TH 5
 AE5192'AND FAI 494, AT TH 5 MP 48.7, THEN 600.0 FT (182.9 M) NORTH ALONG
 AE5192'MARTIN DRIVE, 94.0 FT (28.7 M) WEST OF MARTIN DR, 31.0 FT (9.4 M) NNE
 AE5192'OF A P-POLE, 44.2 FT (13.5 M) SSE OF THE SE COR OF THE FENCE AROUND A
 AE5192'SUB STATION, ON THE EAST SIDE OF BASE OF HIGH TENSION POLE NO 2.
 AE5192
 AE5192                          STATION RECOVERY (2003)
 AE5192
 AE5192'RECOVERY NOTE BY US POWER SQUADRON 2003 (GAP)
 AE5192'RECOVERED IN GOOD CONDITION.
 AE5192
 AE5192                          STATION RECOVERY (2007)
 AE5192
 AE5192'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (VWC)
 AE5192'THE MARK IS LOCATED ABOUT 5.3 MI (8.5 KM) NORTH-NORTHEAST OF SHAKOPEE,
 AE5192'4.3 MI (6.9 KM) SOUTH OF HOPKINS AND 0.6 MI (0.9 KM) NORTH OF EDEN
 AE5192'PRAIRIE.   TO REACH TO THE MARK FROM EDEN PRAIRIE, GO 2.1 MILES WEST
 AE5192'ALONG TRUNK HIGHWAY 5 FROM JUNCTION OF TRUNK HIGHWAY 5 AND INTERSTATE
 AE5192'HIGHWAY 494, THEN 600 FEET NORTH ON MARTIN DRIVE, 94.0 FEET WEST OF
 AE5192'MARTIN DRIVE, 31.0 FEET NORTH-NORTHEAST OF POWER POLE, 44.2 FEET
 AE5192'SOUTH-SOUTHEAST OF SOUTHEAST CORNER OF FENCE AROUND SUB-STATION, IN
 AE5192'EAST SIDE OF BASE OF HIGH TENSION POLE NUMBER 2.
 AE5192
 AE5192                          STATION RECOVERY (2008)
 AE5192
 AE5192'RECOVERY NOTE BY MN DEPT OF TRANSP 2008 (VWC)
 AE5192'THE MARK IS LOCATED ABOUT 5.3 MI (8.5 KM) NORTH-NORTHEAST OF SHAKOPEE,
 AE5192'4.3 MI (6.9 KM) SOUTH OF HOPKINS AND 0.6 MI (1.0 KM) NORTH OF EDEN
 AE5192'PRAIRIE.
 AE5192'
 AE5192'TO REACH TO THE MARK FROM EDEN PRAIRIE, GO 2.1 MI (3.4 KM) WEST ALONG
 AE5192'TRUNK HIGHWAY 5 FROM THE JUNCTION OF TRUNK HIGHWAY 5 AND INTERSTATE
 AE5192'HIGHWAY 494, THEN 600 FT (182.9 M) NORTH ON MARTIN DRIVE, 94.0 FT
 AE5192'(28.7 M) WEST OF MARTIN DRIVE, 31.0 FT (9.4 M) NORTH-NORTHEAST OF
 AE5192'POWER POLE, 44.2 FT (13.5 M) SOUTH-SOUTHEAST OF THE SOUTHEAST CORNER
 AE5192'OF A FENCE AROUND SUB-STATION, IN EAST SIDE OF BASE OF HIGH TENSION
 AE5192'POLE NUMBER 2.
 AE5192
 AE5192                          STATION RECOVERY (2013)
 AE5192
 AE5192'RECOVERY NOTE BY MN DEPT OF TRANSP 2013 (DAS)
 AE5192'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 AE5193 ***********************************************************************
 AE5193  DESIGNATION -  2701 R
 AE5193  PID         -  AE5193
 AE5193  STATE/COUNTY-  MN/HENNEPIN
 AE5193  COUNTRY     -  US
 AE5193  USGS QUAD   -  EDEN PRAIRIE (2019)
 AE5193
 AE5193                         *CURRENT SURVEY CONTROL
 AE5193  ______________________________________________________________________
 AE5193* NAD 83(1986) POSITION- 44 51 38.02   (N) 093 27 34.74   (W)   HD_HELD1
 AE5193* NAVD 88 ORTHO HEIGHT -   266.248 (meters)      873.52  (feet) ADJUSTED
 AE5193  ______________________________________________________________________
 AE5193  GEOID HEIGHT    -        -26.871 (meters)                     GEOID18
 AE5193  DYNAMIC HEIGHT  -        266.241 (meters)      873.49  (feet) COMP
 AE5193  MODELED GRAVITY -    980,585.0   (mgal)                       NAVD 88
 AE5193
 AE5193  VERT ORDER      -  SECOND    CLASS I
 AE5193
 AE5193.The horizontal coordinates were determined by differentially corrected
 AE5193.hand held GPS observations or other comparable positioning techniques
 AE5193.and have an estimated accuracy of +/- 3 meters.
 AE5193
 AE5193.The orthometric height was determined by differential leveling and
 AE5193.adjusted by the NATIONAL GEODETIC SURVEY
 AE5193.in May 2020.
 AE5193
 AE5193.Significant digits in the geoid height do not necessarily reflect accuracy.
 AE5193.GEOID18 height accuracy estimate available here.
 AE5193
 AE5193.Click photographs - Photos may exist for this station.
 AE5193
 AE5193.The dynamic height is computed by dividing the NAVD 88
 AE5193.geopotential number by the normal gravity value computed on the
 AE5193.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE5193.degrees latitude (g = 980.6199 gals.).
 AE5193
 AE5193.The modeled gravity was interpolated from observed gravity values.
 AE5193
 AE5193;                    North         East    Units  Estimated Accuracy
 AE5193;SPC MN S     -   306,872.8     842,705.3     MT  (+/- 3 meters HH1 GPS) 
 AE5193
 AE5193_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK6368467563(NAD 83)
 AE5193
 AE5193                          SUPERSEDED SURVEY CONTROL
 AE5193
 AE5193  NAVD 88 (11/23/99)  266.247  (m)          873.51   (f) SUPERSEDED  2 1
 AE5193
 AE5193.Superseded values are not recommended for survey control.
 AE5193
 AE5193.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE5193.See file dsdata.pdf to determine how the superseded data were derived.
 AE5193
 AE5193_MARKER: DD = SURVEY DISK
 AE5193_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AE5193_SP_SET: WALL
 AE5193_STAMPING: 2701 R 1993
 AE5193_MARK LOGO: MNDT
 AE5193_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AE5193_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE5193+STABILITY: SURFACE MOTION
 AE5193_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AE5193+SATELLITE: SATELLITE OBSERVATIONS - October 03, 2013
 AE5193
 AE5193  HISTORY     - Date     Condition        Report By
 AE5193  HISTORY     - 1993     MONUMENTED       MNDT
 AE5193  HISTORY     - 20030714 GOOD             USPSQD
 AE5193  HISTORY     - 20070723 GOOD             MNDT
 AE5193  HISTORY     - 20080403 GOOD             MNDT
 AE5193  HISTORY     - 20131003 GOOD             MNDT
 AE5193
 AE5193                          STATION DESCRIPTION
 AE5193
 AE5193'DESCRIBED BY MN DEPT OF TRANSP 1993 (HTS)
 AE5193'IN EDEN PRAIRIE, 1.6 MI (2.6 KM) WEST ALONG TH 5 FROM THE JCT OF TH 5
 AE5193'AND FAI 494, THEN 500.0 FT (152.4 M) SOUTH ALONG MITCHELL RD, 92.5 FT
 AE5193'(28.2 M) EAST OF MITCHELL RD, 10.1 FT (3.1 M) EAST OF A FLAG POLE,
 AE5193'14.8 FT (4.5 M) WEST OF THE NW COR OF THE EDEN PRAIRE WATER PLANT
 AE5193'BLDG.
 AE5193
 AE5193                          STATION RECOVERY (2003)
 AE5193
 AE5193'RECOVERY NOTE BY US POWER SQUADRON 2003 (GAP)
 AE5193'FLAG POLE IS RELOCATED TO FRONT OF NEW BUILDING. STATION IS STILL 14.8
 AE5193'FT WEST OF OLD WATER PLANT.
 AE5193
 AE5193                          STATION RECOVERY (2007)
 AE5193
 AE5193'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (VWC)
 AE5193'THE MARK IS LOCATED ABOUT 5.4 MI (8.7 KM) NORTHEAST OF SHAKOPEE, 4.5
 AE5193'MI (7.2 KM) SOUTH OF HOPKINS AND 0.7 MI (1.1 KM) NORTHEAST OF EDEN
 AE5193'PRAIRIE.
 AE5193'
 AE5193'TO REACH TO THE MARK FROM PRAIRIE, GO 1.6 MI (2.6 KM) WEST ALONG TRUNK
 AE5193'HIGHWAY 5 FROM THE JUNCTION OF TRUNK HIGHWAY 5 AND INTERSTATE HIGHWAY
 AE5193'494, THEN 500 FT (152.4 M) SOUTH ON MITCHELL ROAD, 92.5 FT (28.2 M)
 AE5193'EAST OF MITCHELL ROAD, 14.8 FT (4.5 M) WEST OF THE NORTHWEST CORNER OF
 AE5193'EDEN PRAIRIE WATER PLANT BUILDING, IN CONCRETE RETAINING WALL
 AE5193'(BUILDING IS FENCED IN).
 AE5193
 AE5193                          STATION RECOVERY (2008)
 AE5193
 AE5193'RECOVERY NOTE BY MN DEPT OF TRANSP 2008 (PJG)
 AE5193'RECOVERED AS DESCRIBED.
 AE5193
 AE5193                          STATION RECOVERY (2013)
 AE5193
 AE5193'RECOVERY NOTE BY MN DEPT OF TRANSP 2013 (DAS)
 AE5193'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 AE5194 ***********************************************************************
 AE5194  DESIGNATION -  2701 S
 AE5194  PID         -  AE5194
 AE5194  STATE/COUNTY-  MN/HENNEPIN
 AE5194  COUNTRY     -  US
 AE5194  USGS QUAD   -  EDEN PRAIRIE (2019)
 AE5194
 AE5194                         *CURRENT SURVEY CONTROL
 AE5194  ______________________________________________________________________
 AE5194* NAD 83(1986) POSITION- 44 51 37.56   (N) 093 26 56.55   (W)   HD_HELD1
 AE5194* NAVD 88 ORTHO HEIGHT -   252.854 (meters)      829.57  (feet) ADJUSTED
 AE5194  ______________________________________________________________________
 AE5194  GEOID HEIGHT    -        -26.885 (meters)                     GEOID18
 AE5194  DYNAMIC HEIGHT  -        252.848 (meters)      829.55  (feet) COMP
 AE5194  MODELED GRAVITY -    980,586.0   (mgal)                       NAVD 88
 AE5194
 AE5194  VERT ORDER      -  SECOND    CLASS I
 AE5194
 AE5194.The horizontal coordinates were determined by differentially corrected
 AE5194.hand held GPS observations or other comparable positioning techniques
 AE5194.and have an estimated accuracy of +/- 3 meters.
 AE5194
 AE5194.The orthometric height was determined by differential leveling and
 AE5194.adjusted by the NATIONAL GEODETIC SURVEY
 AE5194.in May 2020.
 AE5194
 AE5194.Significant digits in the geoid height do not necessarily reflect accuracy.
 AE5194.GEOID18 height accuracy estimate available here.
 AE5194
 AE5194.Click photographs - Photos may exist for this station.
 AE5194
 AE5194.The dynamic height is computed by dividing the NAVD 88
 AE5194.geopotential number by the normal gravity value computed on the
 AE5194.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE5194.degrees latitude (g = 980.6199 gals.).
 AE5194
 AE5194.The modeled gravity was interpolated from observed gravity values.
 AE5194
 AE5194;                    North         East    Units  Estimated Accuracy
 AE5194;SPC MN S     -   306,864.2     843,543.8     MT  (+/- 3 meters HH1 GPS) 
 AE5194
 AE5194_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK6452267544(NAD 83)
 AE5194
 AE5194                          SUPERSEDED SURVEY CONTROL
 AE5194
 AE5194  NAVD 88 (08/01/13)  252.853  (m)          829.57   (f) SUPERSEDED  2 1
 AE5194  NAVD 88 (11/23/99)  252.861  (m)          829.59   (f) SUPERSEDED  2 1
 AE5194
 AE5194.Superseded values are not recommended for survey control.
 AE5194
 AE5194.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE5194.See file dsdata.pdf to determine how the superseded data were derived.
 AE5194
 AE5194_MARKER: DD = SURVEY DISK
 AE5194_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 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 - October 03, 2013
 AE5194
 AE5194  HISTORY     - Date     Condition        Report By
 AE5194  HISTORY     - 1993     MONUMENTED       MNDT
 AE5194  HISTORY     - 20070723 GOOD             MNDT
 AE5194  HISTORY     - 20080401 GOOD             MNDT
 AE5194  HISTORY     - 20131003 GOOD             MNDT
 AE5194
 AE5194                          STATION DESCRIPTION
 AE5194
 AE5194'DESCRIBED BY MN DEPT OF TRANSP 1993 (HTS)
 AE5194'AT EDEN PRAIRIE, 1.0 MI (1.6 KM) WEST ALONG TH 5 FROM THE JCT OF TH 5
 AE5194'AND FAI 4 94, AT TH 5 MP 49.75, 56.0 FT (17.1 M) SOUTH OF EB TH 5,
 AE5194'48.0 FT (14.6 M) EAST OF A P-POLE, 0.5 FT (15.2 CM) WEST OF THE SE
 AE5194'CORNER OF A BOX CULVERT.
 AE5194
 AE5194                          STATION RECOVERY (2007)
 AE5194
 AE5194'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (VWC)
 AE5194'THE MARK IS LOCATED ABOUT 5.8 MI (9.3 KM) NORTHEAST OF SHAKOPEE, 4.5
 AE5194'MI (7.2 KM) SOUTH OF HOPKINS AND 1.1 MI (1.8 KM) EAST-NORTHEAST OF
 AE5194'EDEN PRAIRIE.
 AE5194'
 AE5194'TO REACH TO THE MARK FROM EDEN PRAIRIE, GO 1.0 MI (1.6 KM) WEST ALONG
 AE5194'TRUNK HIGHWAY 5 FROM THE JUNCTION OF TRUNK HIGHWAY 5 AND INTERSTATE
 AE5194'HIGHWAY 494, AT TRUNK HIGHWAY 5 MILE POINT 49.75, IN SOUTHEAST CORNER
 AE5194'OF TRUNK HIGHWAY 5 BOX CULVERT, 56.0 FT (17.1 M) SOUTH OF EASTBOUND
 AE5194'TRUNK HIGHWAY 5, 0.5 FT (0.2 M) WEST OF THE SOUTHEAST CORNER OF BOX
 AE5194'CULVERT.
 AE5194
 AE5194                          STATION RECOVERY (2008)
 AE5194
 AE5194'RECOVERY NOTE BY MN DEPT OF TRANSP 2008 (PJG)
 AE5194'RECOVERED AS DESCRIBED.
 AE5194
 AE5194                          STATION RECOVERY (2013)
 AE5194
 AE5194'RECOVERY NOTE BY MN DEPT OF TRANSP 2013 (DAS)
 AE5194'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DN6824 ***********************************************************************
 DN6824  DESIGNATION -  2701 T
 DN6824  PID         -  DN6824
 DN6824  STATE/COUNTY-  MN/HENNEPIN
 DN6824  COUNTRY     -  US
 DN6824  USGS QUAD   -  EDEN PRAIRIE (2019)
 DN6824
 DN6824                         *CURRENT SURVEY CONTROL
 DN6824  ______________________________________________________________________
 DN6824* NAD 83(1986) POSITION- 44 51 39.73   (N) 093 28 21.32   (W)   HD_HELD1
 DN6824* NAVD 88 ORTHO HEIGHT -   272.073 (meters)      892.63  (feet) ADJUSTED
 DN6824  ______________________________________________________________________
 DN6824  GEOID HEIGHT    -        -26.853 (meters)                     GEOID18
 DN6824  DYNAMIC HEIGHT  -        272.067 (meters)      892.61  (feet) COMP
 DN6824  MODELED GRAVITY -    980,583.7   (mgal)                       NAVD 88
 DN6824
 DN6824  VERT ORDER      -  SECOND    CLASS I
 DN6824
 DN6824.The horizontal coordinates were determined by differentially corrected
 DN6824.hand held GPS observations or other comparable positioning techniques
 DN6824.and have an estimated accuracy of +/- 3 meters.
 DN6824
 DN6824.The orthometric height was determined by differential leveling and
 DN6824.adjusted by the NATIONAL GEODETIC SURVEY
 DN6824.in May 2020.
 DN6824
 DN6824.Significant digits in the geoid height do not necessarily reflect accuracy.
 DN6824.GEOID18 height accuracy estimate available here.
 DN6824
 DN6824.Click photographs - Photos may exist for this station.
 DN6824
 DN6824.The dynamic height is computed by dividing the NAVD 88
 DN6824.geopotential number by the normal gravity value computed on the
 DN6824.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN6824.degrees latitude (g = 980.6199 gals.).
 DN6824
 DN6824.The modeled gravity was interpolated from observed gravity values.
 DN6824
 DN6824;                    North         East    Units  Estimated Accuracy
 DN6824;SPC MN S     -   306,918.9     841,682.4     MT  (+/- 3 meters HH1 GPS) 
 DN6824
 DN6824_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK6266267622(NAD 83)
 DN6824
 DN6824                          SUPERSEDED SURVEY CONTROL
 DN6824
 DN6824  NAVD 88 (08/01/13)  272.071  (m)          892.62   (f) SUPERSEDED  2 1
 DN6824
 DN6824.Superseded values are not recommended for survey control.
 DN6824
 DN6824.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN6824.See file dsdata.pdf to determine how the superseded data were derived.
 DN6824
 DN6824_MARKER: DD = SURVEY DISK
 DN6824_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DN6824_SP_SET: BRIDGE ABUTMENT WALKWAY
 DN6824_STAMPING: 2701 T 2008
 DN6824_MARK LOGO: MNDT
 DN6824_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DN6824_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DN6824_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DN6824+SATELLITE: SATELLITE OBSERVATIONS - October 03, 2013
 DN6824
 DN6824  HISTORY     - Date     Condition        Report By
 DN6824  HISTORY     - 19980401 MONUMENTED       MNDT
 DN6824  HISTORY     - 20080616 GOOD             MNDT
 DN6824  HISTORY     - 20131003 GOOD             MNDT
 DN6824
 DN6824                          STATION DESCRIPTION
 DN6824
 DN6824'DESCRIBED BY MN DEPT OF TRANSP 2008 (JBG)
 DN6824'THE STATION IS LOCATED IN EDEN PRAIRIE.
 DN6824'
 DN6824'TO REACH THE MARK IN ABUTMENT IN SOUTHEAST CORNER OF TRUNK HIGHWAY 5
 DN6824'BRIDGE NUMBER 27194 OVER TRUNK HIGHWAY 312 (NEW HIGHWAY 212), 0.6 MI
 DN6824'(1.0 KM) EAST ALONG TRUNK HIGHWAY 5 FROM THE JUNCTION OF TRUNK HIGHWAY
 DN6824'5 AND COUNTY ROAD 4 (EDEN PRAIRIE ROAD) IN EDEN PRAIRIE, AT TRUNK
 DN6824'HIGHWAY 5 MILE POINT 48.6.
 DN6824'
 DN6824'IT IS 21.6 FT (6.6 M) SOUTHWEST OF EASTBOUND TRUNK HIGHWAY 5, 3.0 FT
 DN6824'(0.9 M) NORTHEAST OF BRIDGE RAIL.  DISK SET IN BRIDGE WHEN BUILT IN
 DN6824'1998 THEN USED IN 2008.
 DN6824
 DN6824                          STATION RECOVERY (2013)
 DN6824
 DN6824'RECOVERY NOTE BY MN DEPT OF TRANSP 2013 (DAS)
 DN6824'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DN6825 ***********************************************************************
 DN6825  DESIGNATION -  2701 U
 DN6825  PID         -  DN6825
 DN6825  STATE/COUNTY-  MN/HENNEPIN
 DN6825  COUNTRY     -  US
 DN6825  USGS QUAD   -  EDEN PRAIRIE (2019)
 DN6825
 DN6825                         *CURRENT SURVEY CONTROL
 DN6825  ______________________________________________________________________
 DN6825* NAD 83(1986) POSITION- 44 51 39.46   (N) 093 28 11.44   (W)   HD_HELD1
 DN6825* NAVD 88 ORTHO HEIGHT -   268.274 (meters)      880.16  (feet) ADJUSTED
 DN6825  ______________________________________________________________________
 DN6825  GEOID HEIGHT    -        -26.857 (meters)                     GEOID18
 DN6825  DYNAMIC HEIGHT  -        268.267 (meters)      880.14  (feet) COMP
 DN6825  MODELED GRAVITY -    980,584.0   (mgal)                       NAVD 88
 DN6825
 DN6825  VERT ORDER      -  SECOND    CLASS I
 DN6825
 DN6825.The horizontal coordinates were determined by differentially corrected
 DN6825.hand held GPS observations or other comparable positioning techniques
 DN6825.and have an estimated accuracy of +/- 3 meters.
 DN6825
 DN6825.The orthometric height was determined by differential leveling and
 DN6825.adjusted by the NATIONAL GEODETIC SURVEY
 DN6825.in May 2020.
 DN6825
 DN6825.Significant digits in the geoid height do not necessarily reflect accuracy.
 DN6825.GEOID18 height accuracy estimate available here.
 DN6825
 DN6825.Click photographs - Photos may exist for this station.
 DN6825
 DN6825.The dynamic height is computed by dividing the NAVD 88
 DN6825.geopotential number by the normal gravity value computed on the
 DN6825.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN6825.degrees latitude (g = 980.6199 gals.).
 DN6825
 DN6825.The modeled gravity was interpolated from observed gravity values.
 DN6825
 DN6825;                    North         East    Units  Estimated Accuracy
 DN6825;SPC MN S     -   306,912.0     841,899.3     MT  (+/- 3 meters HH1 GPS) 
 DN6825
 DN6825_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK6287967612(NAD 83)
 DN6825
 DN6825                          SUPERSEDED SURVEY CONTROL
 DN6825
 DN6825  NAVD 88 (08/01/13)  268.272  (m)          880.16   (f) SUPERSEDED  2 1
 DN6825
 DN6825.Superseded values are not recommended for survey control.
 DN6825
 DN6825.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN6825.See file dsdata.pdf to determine how the superseded data were derived.
 DN6825
 DN6825_MARKER: DD = SURVEY DISK
 DN6825_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DN6825_SP_SET: BRIDGE ABUTMENT WALKWAY
 DN6825_STAMPING: 2701 U 2008
 DN6825_MARK LOGO: MNDT
 DN6825_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DN6825_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DN6825_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DN6825+SATELLITE: SATELLITE OBSERVATIONS - October 03, 2013
 DN6825
 DN6825  HISTORY     - Date     Condition        Report By
 DN6825  HISTORY     - 20080408 MONUMENTED       MNDT
 DN6825  HISTORY     - 20080616 GOOD             MNDT
 DN6825  HISTORY     - 20131003 GOOD             MNDT
 DN6825
 DN6825                          STATION DESCRIPTION
 DN6825
 DN6825'DESCRIBED BY MN DEPT OF TRANSP 2008 (JBG)
 DN6825'THE STATION IS LOCATED IN EDEN PRAIRIE.
 DN6825'
 DN6825'TO REACH THE MARK IN ABUTMENT IN SOUTHEAST CORNER OF TRUNK HIGHWAY 5
 DN6825'BRIDGE NUMBER 27150 OVER TRUNK HIGHWAY 312 (NEW HIGHWAY 212), 0.75 MI
 DN6825'(1.2 KM) EAST ALONG TRUNK HIGHWAY 5 FROM THE JUNCTION OF TRUNK HIGHWAY
 DN6825'5 AND COUNTY ROAD 4 (EDEN PRAIRIE ROAD) IN EDEN PRAIRIE, AT TRUNK
 DN6825'HIGHWAY 5 MILE POINT 48.75.
 DN6825'
 DN6825'IT IS 18.9 FT (5.8 M) SOUTH OF TRUNK HIGHWAY 5, 2.7 FT (0.8 M) NORTH
 DN6825'OF BRIDGE RAIL.  DISK SET IN BRIDGE WHEN BUILT IN 1998 THEN USED IN
 DN6825'2008.
 DN6825
 DN6825                          STATION RECOVERY (2013)
 DN6825
 DN6825'RECOVERY NOTE BY MN DEPT OF TRANSP 2013 (DAS)
 DN6825'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DN6826 ***********************************************************************
 DN6826  DESIGNATION -  2701 V
 DN6826  PID         -  DN6826
 DN6826  STATE/COUNTY-  MN/HENNEPIN
 DN6826  COUNTRY     -  US
 DN6826  USGS QUAD   -  EDEN PRAIRIE (2019)
 DN6826
 DN6826                         *CURRENT SURVEY CONTROL
 DN6826  ______________________________________________________________________
 DN6826* NAD 83(1986) POSITION- 44 51 44.52   (N) 093 28 13.38   (W)   HD_HELD1
 DN6826* NAVD 88 ORTHO HEIGHT -   266.243 (meters)      873.50  (feet) ADJUSTED
 DN6826  ______________________________________________________________________
 DN6826  GEOID HEIGHT    -        -26.856 (meters)                     GEOID18
 DN6826  DYNAMIC HEIGHT  -        266.236 (meters)      873.48  (feet) COMP
 DN6826  MODELED GRAVITY -    980,583.9   (mgal)                       NAVD 88
 DN6826
 DN6826  VERT ORDER      -  SECOND    CLASS I
 DN6826
 DN6826.The horizontal coordinates were determined by differentially corrected
 DN6826.hand held GPS observations or other comparable positioning techniques
 DN6826.and have an estimated accuracy of +/- 3 meters.
 DN6826
 DN6826.The orthometric height was determined by differential leveling and
 DN6826.adjusted by the NATIONAL GEODETIC SURVEY
 DN6826.in May 2020.
 DN6826
 DN6826.Significant digits in the geoid height do not necessarily reflect accuracy.
 DN6826.GEOID18 height accuracy estimate available here.
 DN6826
 DN6826.Click photographs - Photos may exist for this station.
 DN6826
 DN6826.The dynamic height is computed by dividing the NAVD 88
 DN6826.geopotential number by the normal gravity value computed on the
 DN6826.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN6826.degrees latitude (g = 980.6199 gals.).
 DN6826
 DN6826.The modeled gravity was interpolated from observed gravity values.
 DN6826
 DN6826;                    North         East    Units  Estimated Accuracy
 DN6826;SPC MN S     -   307,067.9     841,855.7     MT  (+/- 3 meters HH1 GPS) 
 DN6826
 DN6826_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK6283767768(NAD 83)
 DN6826
 DN6826                          SUPERSEDED SURVEY CONTROL
 DN6826
 DN6826  NAVD 88 (08/01/13)  266.242  (m)          873.50   (f) SUPERSEDED  2 1
 DN6826
 DN6826.Superseded values are not recommended for survey control.
 DN6826
 DN6826.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN6826.See file dsdata.pdf to determine how the superseded data were derived.
 DN6826
 DN6826_MARKER: DD = SURVEY DISK
 DN6826_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DN6826_SP_SET: BRIDGE ABUTMENT WALKWAY
 DN6826_STAMPING: 2701 V 2008
 DN6826_MARK LOGO: MNDT
 DN6826_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DN6826_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DN6826_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DN6826+SATELLITE: SATELLITE OBSERVATIONS - October 03, 2013
 DN6826
 DN6826  HISTORY     - Date     Condition        Report By
 DN6826  HISTORY     - 19980401 MONUMENTED       MNDT
 DN6826  HISTORY     - 20080408 GOOD             MNDT
 DN6826  HISTORY     - 20131003 GOOD             MNDT
 DN6826
 DN6826                          STATION DESCRIPTION
 DN6826
 DN6826'DESCRIBED BY MN DEPT OF TRANSP 2008 (JBG)
 DN6826'THE STATION IS LOCATED IN EDEN PRAIRIE.
 DN6826'
 DN6826'TO REACH THE MARK IN ABUTMENT IN NORTHWEST CORNER OF TRUNK HIGHWAY 5
 DN6826'BRIDGE NUMBER 27144 OVER WALLACE ROAD, 2.1 MI (3.4 KM) WEST ALONG
 DN6826'TRUNK HIGHWAY 5 FROM THE JUNCTION OF TRUNK HIGHWAY 5 AND INTERSTATE
 DN6826'HIGHWAY 494, AT TRUNK HIGHWAY 5 MILE POINT 48.7.
 DN6826'
 DN6826'IT IS 28.7 FT (8.7 M) NORTHEAST OF TRUNK HIGHWAY 5, 2.8 FT (0.9 M)
 DN6826'SOUTHWEST OF BRIDGE RAIL.  DISK SET IN BRIDGE WHEN BUILT IN 1998 THEN
 DN6826'USED IN 2008.
 DN6826
 DN6826                          STATION RECOVERY (2013)
 DN6826
 DN6826'RECOVERY NOTE BY MN DEPT OF TRANSP 2013 (DAS)
 DN6826'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DN6827 ***********************************************************************
 DN6827  DESIGNATION -  2701 W
 DN6827  PID         -  DN6827
 DN6827  STATE/COUNTY-  MN/HENNEPIN
 DN6827  COUNTRY     -  US
 DN6827  USGS QUAD   -  EDEN PRAIRIE (2019)
 DN6827
 DN6827                         *CURRENT SURVEY CONTROL
 DN6827  ______________________________________________________________________
 DN6827* NAD 83(1986) POSITION- 44 51 42.15   (N) 093 28 13.32   (W)   HD_HELD1
 DN6827* NAVD 88 ORTHO HEIGHT -   266.200 (meters)      873.36  (feet) ADJUSTED
 DN6827  ______________________________________________________________________
 DN6827  GEOID HEIGHT    -        -26.856 (meters)                     GEOID18
 DN6827  DYNAMIC HEIGHT  -        266.193 (meters)      873.33  (feet) COMP
 DN6827  MODELED GRAVITY -    980,583.9   (mgal)                       NAVD 88
 DN6827
 DN6827  VERT ORDER      -  SECOND    CLASS I
 DN6827
 DN6827.The horizontal coordinates were determined by differentially corrected
 DN6827.hand held GPS observations or other comparable positioning techniques
 DN6827.and have an estimated accuracy of +/- 3 meters.
 DN6827
 DN6827.The orthometric height was determined by differential leveling and
 DN6827.adjusted by the NATIONAL GEODETIC SURVEY
 DN6827.in May 2020.
 DN6827
 DN6827.Significant digits in the geoid height do not necessarily reflect accuracy.
 DN6827.GEOID18 height accuracy estimate available here.
 DN6827
 DN6827.Click photographs - Photos may exist for this station.
 DN6827
 DN6827.The dynamic height is computed by dividing the NAVD 88
 DN6827.geopotential number by the normal gravity value computed on the
 DN6827.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN6827.degrees latitude (g = 980.6199 gals.).
 DN6827
 DN6827.The modeled gravity was interpolated from observed gravity values.
 DN6827
 DN6827;                    North         East    Units  Estimated Accuracy
 DN6827;SPC MN S     -   306,994.7     841,857.5     MT  (+/- 3 meters HH1 GPS) 
 DN6827
 DN6827_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK6283867695(NAD 83)
 DN6827
 DN6827                          SUPERSEDED SURVEY CONTROL
 DN6827
 DN6827  NAVD 88 (08/01/13)  266.199  (m)          873.35   (f) SUPERSEDED  2 1
 DN6827
 DN6827.Superseded values are not recommended for survey control.
 DN6827
 DN6827.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN6827.See file dsdata.pdf to determine how the superseded data were derived.
 DN6827
 DN6827_MARKER: DD = SURVEY DISK
 DN6827_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DN6827_SP_SET: BRIDGE ABUTMENT WALKWAY
 DN6827_STAMPING: 2701 W 2008
 DN6827_MARK LOGO: MNDT
 DN6827_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DN6827_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DN6827_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DN6827+SATELLITE: SATELLITE OBSERVATIONS - October 03, 2013
 DN6827
 DN6827  HISTORY     - Date     Condition        Report By
 DN6827  HISTORY     - 19980401 MONUMENTED       MNDT
 DN6827  HISTORY     - 20080408 GOOD             MNDT
 DN6827  HISTORY     - 20131003 GOOD             MNDT
 DN6827
 DN6827                          STATION DESCRIPTION
 DN6827
 DN6827'DESCRIBED BY MN DEPT OF TRANSP 2008 (JBG)
 DN6827'THE STATION IS LOCATED 0.5 MI (0.8 KM) NORTHWEST OF EDEN PRAIRIE.
 DN6827'
 DN6827'TO REACH THE MARK IN ABUTMENT IN NORTHWEST CORNER OF TRUNK HIGHWAY 312
 DN6827'BRIDGE NUMBER 27145 OVER WALLACE ROAD, 2.05 MI (3.3 KM) WEST ALONG
 DN6827'TRUNK HIGHWAY 5 FROM THE JUNCTION OF TRUNK HIGHWAY 5 AND INTERSTATE
 DN6827'HIGHWAY 494, AT TRUNK HIGHWAY 5 MILE POINT 48.7.
 DN6827'
 DN6827'IT IS 21.9 FT (6.7 M) NORTH OF WESTBOUND TRUNK HIGHWAY 312, 2.8 FT
 DN6827'(0.9 M) SOUTH OF BRIDGE RAIL.  DISK SET IN BRIDGE WHEN BUILT IN 1998
 DN6827'THEN USED IN 2008.
 DN6827
 DN6827                          STATION RECOVERY (2013)
 DN6827
 DN6827'RECOVERY NOTE BY MN DEPT OF TRANSP 2013 (DAS)
 DN6827'THE STATION IS LOCATED ABOUT 5.2 MI (8.4 KM) NORTH-NORTHEAST OF
 DN6827'SHAKOPEE, 4.4 MI (7.1 KM) SOUTH OF HOPKINS AND IN THE TOWN OF EDEN
 DN6827'PRAIRIE, MN.
 DN6827'
 DN6827'TO REACH THE MARK IN ABUTMENT IN NORTHWEST CORNER OF TRUNK HIGHWAY 212
 DN6827'BRIDGE NUMBER 27145 OVER WALLACE ROAD, 2.05 MI (3.3 KM) WEST ALONG
 DN6827'TRUNK HIGHWAY 5 FROM THE JUNCTION OF TRUNK HIGHWAY 5 AND INTERSTATE
 DN6827'HIGHWAY 494, AT TRUNK HIGHWAY 212 MILE POINT 157.1.
 DN6827'
 DN6827'THE MARK IS LOCATED 21.9 FT (6.7 M) NORTH OF WESTBOUND TRUNK HIGHWAY
 DN6827'212, 2.8 FT (0.9 M) SOUTH OF BRIDGE RAIL.  DISK SET IN BRIDGE WHEN
 DN6827'BUILT IN 1998 THEN STAMPED WHEN USED IN 2008.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DN6828 ***********************************************************************
 DN6828  DESIGNATION -  2701 X
 DN6828  PID         -  DN6828
 DN6828  STATE/COUNTY-  MN/HENNEPIN
 DN6828  COUNTRY     -  US
 DN6828  USGS QUAD   -  EDEN PRAIRIE (2019)
 DN6828
 DN6828                         *CURRENT SURVEY CONTROL
 DN6828  ______________________________________________________________________
 DN6828* NAD 83(1986) POSITION- 44 51 41.05   (N) 093 28 11.33   (W)   HD_HELD1
 DN6828* NAVD 88 ORTHO HEIGHT -   266.271 (meters)      873.59  (feet) ADJUSTED
 DN6828  ______________________________________________________________________
 DN6828  GEOID HEIGHT    -        -26.857 (meters)                     GEOID18
 DN6828  DYNAMIC HEIGHT  -        266.264 (meters)      873.57  (feet) COMP
 DN6828  MODELED GRAVITY -    980,583.9   (mgal)                       NAVD 88
 DN6828
 DN6828  VERT ORDER      -  SECOND    CLASS I
 DN6828
 DN6828.The horizontal coordinates were determined by differentially corrected
 DN6828.hand held GPS observations or other comparable positioning techniques
 DN6828.and have an estimated accuracy of +/- 3 meters.
 DN6828
 DN6828.The orthometric height was determined by differential leveling and
 DN6828.adjusted by the NATIONAL GEODETIC SURVEY
 DN6828.in May 2020.
 DN6828
 DN6828.Significant digits in the geoid height do not necessarily reflect accuracy.
 DN6828.GEOID18 height accuracy estimate available here.
 DN6828
 DN6828.Click photographs - Photos may exist for this station.
 DN6828
 DN6828.The dynamic height is computed by dividing the NAVD 88
 DN6828.geopotential number by the normal gravity value computed on the
 DN6828.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN6828.degrees latitude (g = 980.6199 gals.).
 DN6828
 DN6828.The modeled gravity was interpolated from observed gravity values.
 DN6828
 DN6828;                    North         East    Units  Estimated Accuracy
 DN6828;SPC MN S     -   306,961.1     841,901.4     MT  (+/- 3 meters HH1 GPS) 
 DN6828
 DN6828_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK6288267661(NAD 83)
 DN6828
 DN6828                          SUPERSEDED SURVEY CONTROL
 DN6828
 DN6828  NAVD 88 (08/01/13)  266.270  (m)          873.59   (f) SUPERSEDED  2 1
 DN6828
 DN6828.Superseded values are not recommended for survey control.
 DN6828
 DN6828.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN6828.See file dsdata.pdf to determine how the superseded data were derived.
 DN6828
 DN6828_MARKER: DD = SURVEY DISK
 DN6828_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DN6828_SP_SET: BRIDGE ABUTMENT WALKWAY
 DN6828_STAMPING: 2701 X 2008
 DN6828_MARK LOGO: MNDT
 DN6828_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DN6828_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DN6828_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DN6828+SATELLITE: SATELLITE OBSERVATIONS - October 03, 2013
 DN6828
 DN6828  HISTORY     - Date     Condition        Report By
 DN6828  HISTORY     - 19980401 MONUMENTED       MNDT
 DN6828  HISTORY     - 20080408 GOOD             MNDT
 DN6828  HISTORY     - 20131003 GOOD             MNDT
 DN6828
 DN6828                          STATION DESCRIPTION
 DN6828
 DN6828'DESCRIBED BY MN DEPT OF TRANSP 2008 (JBG)
 DN6828'THE STATION IS LOCATED 0.5 MI (0.8 KM) NORTHWEST OF EDEN PRAIRIE.
 DN6828'
 DN6828'TO REACH THE MARK IN ABUTMENT IN SOUTHEAST CORNER OF TRUNK HIGHWAY 312
 DN6828'BRIDGE NUMBER 27146 OVER WALLACE ROAD, 1.1 MI (1.8 KM) NORTHEAST ALONG
 DN6828'TRUNK HIGHWAY 312 FROM THE JUNCTION OF TRUNK HIGHWAY 312 AND COUNTY
 DN6828'ROAD 4 (EDEN PRAIRIE ROAD) IN EDEN PRAIRIE, AT TRUNK HIGHWAY 312 MILE
 DN6828'POINT 157.1.
 DN6828'
 DN6828'IT IS 21.9 FT (6.7 M) SOUTH OF EASTBOUND TRUNK HIGHWAY 312, 2.8 FT
 DN6828'(0.9 M) NORTH OF BRIDGE RAIL.  DISK SET IN BRIDGE WHEN BUILT IN 1998
 DN6828'THEN USED IN 2008.
 DN6828
 DN6828                          STATION RECOVERY (2013)
 DN6828
 DN6828'RECOVERY NOTE BY MN DEPT OF TRANSP 2013 (DAS)
 DN6828'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DN6829 ***********************************************************************
 DN6829  DESIGNATION -  2701 Y
 DN6829  PID         -  DN6829
 DN6829  STATE/COUNTY-  MN/HENNEPIN
 DN6829  COUNTRY     -  US
 DN6829  USGS QUAD   -  EDEN PRAIRIE (2019)
 DN6829
 DN6829                         *CURRENT SURVEY CONTROL
 DN6829  ______________________________________________________________________
 DN6829* NAD 83(1986) POSITION- 44 51 41.72   (N) 093 27 34.62   (W)   HD_HELD1
 DN6829* NAVD 88 ORTHO HEIGHT -   265.023 (meters)      869.50  (feet) ADJUSTED
 DN6829  ______________________________________________________________________
 DN6829  GEOID HEIGHT    -        -26.871 (meters)                     GEOID18
 DN6829  DYNAMIC HEIGHT  -        265.016 (meters)      869.47  (feet) COMP
 DN6829  MODELED GRAVITY -    980,585.0   (mgal)                       NAVD 88
 DN6829
 DN6829  VERT ORDER      -  SECOND    CLASS I
 DN6829
 DN6829.The horizontal coordinates were determined by differentially corrected
 DN6829.hand held GPS observations or other comparable positioning techniques
 DN6829.and have an estimated accuracy of +/- 3 meters.
 DN6829
 DN6829.The orthometric height was determined by differential leveling and
 DN6829.adjusted by the NATIONAL GEODETIC SURVEY
 DN6829.in May 2020.
 DN6829
 DN6829.Significant digits in the geoid height do not necessarily reflect accuracy.
 DN6829.GEOID18 height accuracy estimate available here.
 DN6829
 DN6829.Click photographs - Photos may exist for this station.
 DN6829
 DN6829.The dynamic height is computed by dividing the NAVD 88
 DN6829.geopotential number by the normal gravity value computed on the
 DN6829.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN6829.degrees latitude (g = 980.6199 gals.).
 DN6829
 DN6829.The modeled gravity was interpolated from observed gravity values.
 DN6829
 DN6829;                    North         East    Units  Estimated Accuracy
 DN6829;SPC MN S     -   306,987.0     842,707.2     MT  (+/- 3 meters HH1 GPS) 
 DN6829
 DN6829_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK6368867677(NAD 83)
 DN6829
 DN6829                          SUPERSEDED SURVEY CONTROL
 DN6829
 DN6829  NAVD 88 (08/01/13)  265.023  (m)          869.50   (f) SUPERSEDED  2 1
 DN6829
 DN6829.Superseded values are not recommended for survey control.
 DN6829
 DN6829.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN6829.See file dsdata.pdf to determine how the superseded data were derived.
 DN6829
 DN6829_MARKER: DD = SURVEY DISK
 DN6829_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DN6829_SP_SET: BRIDGE WALKWAY
 DN6829_STAMPING: 2701 Y 2008
 DN6829_MARK LOGO: MNDT
 DN6829_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DN6829_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DN6829_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DN6829+SATELLITE: SATELLITE OBSERVATIONS - October 03, 2013
 DN6829
 DN6829  HISTORY     - Date     Condition        Report By
 DN6829  HISTORY     - 19980401 MONUMENTED       MNDT
 DN6829  HISTORY     - 20080408 GOOD             MNDT
 DN6829  HISTORY     - 20131003 GOOD             MNDT
 DN6829
 DN6829                          STATION DESCRIPTION
 DN6829
 DN6829'DESCRIBED BY MN DEPT OF TRANSP 2008 (JBG)
 DN6829'THE STATION IS LOCATION IN EDEN PRAIRIE.
 DN6829'
 DN6829'TO REACH THE MARK IN ABUTMENT IN SOUTHEAST CORNER OF MITCHELL ROAD
 DN6829'BRIDGE NUMBER 27147 OVER TRUNK HIGHWAY 5, 1.55 MI (2.5 KM) WEST ALONG
 DN6829'TRUNK HIGHWAY 5 FROM THE JUNCTION OF TRUNK HIGHWAY 5 AND INTERSTATE
 DN6829'HIGHWAY 494 IN EDEN PRAIRIE, AT TRUNK HIGHWAY 5 MILE POINT 49.2.
 DN6829'
 DN6829'IT IS 48.5 FT (14.8 M) EAST OF MITCHELL ROAD, 3.6 FT (1.1 M) WEST OF
 DN6829'BRIDGE RAIL.  DISK SET IN BRIDGE WHEN BUILT IN 1998 THEN USED IN 2008.
 DN6829
 DN6829                          STATION RECOVERY (2013)
 DN6829
 DN6829'RECOVERY NOTE BY MN DEPT OF TRANSP 2013 (DAS)
 DN6829'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DN6830 ***********************************************************************
 DN6830  DESIGNATION -  2701 Z
 DN6830  PID         -  DN6830
 DN6830  STATE/COUNTY-  MN/HENNEPIN
 DN6830  COUNTRY     -  US
 DN6830  USGS QUAD   -  EDEN PRAIRIE (2019)
 DN6830
 DN6830                         *CURRENT SURVEY CONTROL
 DN6830  ______________________________________________________________________
 DN6830* NAD 83(1986) POSITION- 44 51 44.28   (N) 093 27 34.09   (W)   HD_HELD1
 DN6830* NAVD 88 ORTHO HEIGHT -   264.637 (meters)      868.23  (feet) ADJUSTED
 DN6830  ______________________________________________________________________
 DN6830  GEOID HEIGHT    -        -26.871 (meters)                     GEOID18
 DN6830  DYNAMIC HEIGHT  -        264.631 (meters)      868.21  (feet) COMP
 DN6830  MODELED GRAVITY -    980,585.1   (mgal)                       NAVD 88
 DN6830
 DN6830  VERT ORDER      -  SECOND    CLASS I
 DN6830
 DN6830.The horizontal coordinates were determined by differentially corrected
 DN6830.hand held GPS observations or other comparable positioning techniques
 DN6830.and have an estimated accuracy of +/- 3 meters.
 DN6830
 DN6830.The orthometric height was determined by differential leveling and
 DN6830.adjusted by the NATIONAL GEODETIC SURVEY
 DN6830.in May 2020.
 DN6830
 DN6830.Significant digits in the geoid height do not necessarily reflect accuracy.
 DN6830.GEOID18 height accuracy estimate available here.
 DN6830
 DN6830.Click photographs - Photos may exist for this station.
 DN6830
 DN6830.The dynamic height is computed by dividing the NAVD 88
 DN6830.geopotential number by the normal gravity value computed on the
 DN6830.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN6830.degrees latitude (g = 980.6199 gals.).
 DN6830
 DN6830.The modeled gravity was interpolated from observed gravity values.
 DN6830
 DN6830;                    North         East    Units  Estimated Accuracy
 DN6830;SPC MN S     -   307,066.1     842,718.3     MT  (+/- 3 meters HH1 GPS) 
 DN6830
 DN6830_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK6370067756(NAD 83)
 DN6830
 DN6830                          SUPERSEDED SURVEY CONTROL
 DN6830
 DN6830  NAVD 88 (08/01/13)  264.637  (m)          868.23   (f) SUPERSEDED  2 1
 DN6830
 DN6830.Superseded values are not recommended for survey control.
 DN6830
 DN6830.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN6830.See file dsdata.pdf to determine how the superseded data were derived.
 DN6830
 DN6830_MARKER: DD = SURVEY DISK
 DN6830_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DN6830_SP_SET: BRIDGE WALKWAY
 DN6830_STAMPING: 2701 Z 2008
 DN6830_MARK LOGO: MNDT
 DN6830_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DN6830_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DN6830_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DN6830+SATELLITE: SATELLITE OBSERVATIONS - October 03, 2013
 DN6830
 DN6830  HISTORY     - Date     Condition        Report By
 DN6830  HISTORY     - 19980401 MONUMENTED       MNDT
 DN6830  HISTORY     - 20080408 GOOD             MNDT
 DN6830  HISTORY     - 20131003 GOOD             MNDT
 DN6830
 DN6830                          STATION DESCRIPTION
 DN6830
 DN6830'DESCRIBED BY MN DEPT OF TRANSP 2008 (JBG)
 DN6830'THE STATION IS LOCATED IN EDEN PRAIRIE.
 DN6830'
 DN6830'TO REACH THE MARK IN ABUTMENT IN NORTHEAST CORNER OF MITCHELL ROAD
 DN6830'BRIDGE NUMBER 27147 OVER TRUNK HIGHWAY 5, 1.55 MI (2.5 KM) WEST ALONG
 DN6830'TRUNK HIGHWAY 5 FROM THE JUNCTION OF TRUNK HIGHWAY 5 AND INTERSTATE
 DN6830'HIGHWAY 494, AT TRUNK HIGHWAY 5 MILE POINT 49.2.
 DN6830'
 DN6830'IT IS 48.5 FT (14.8 M) EAST OF MITCHELL ROAD, 3.6 FT (1.1 M) WEST OF
 DN6830'BRIDGE RAIL.  DISK SET IN BRIDGE WHEN BUILT IN 1998 THEN USED IN 2008.
 DN6830
 DN6830                          STATION RECOVERY (2013)
 DN6830
 DN6830'RECOVERY NOTE BY MN DEPT OF TRANSP 2013 (DAS)
 DN6830'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 PP1933 ***********************************************************************
 PP1933  DESIGNATION -  2704 A
 PP1933  PID         -  PP1933
 PP1933  STATE/COUNTY-  MN/HENNEPIN
 PP1933  COUNTRY     -  US
 PP1933  USGS QUAD   -  WATERTOWN (2019)
 PP1933
 PP1933                         *CURRENT SURVEY CONTROL
 PP1933  ______________________________________________________________________
 PP1933* NAD 83(1986) POSITION- 44 54 10.1    (N) 093 45 11.8    (W)   HD_HELD2
 PP1933* NAVD 88 ORTHO HEIGHT -   290.307 (meters)      952.45  (feet) ADJUSTED
 PP1933  ______________________________________________________________________
 PP1933  GEOID HEIGHT    -        -27.175 (meters)                     GEOID18
 PP1933  DYNAMIC HEIGHT  -        290.291 (meters)      952.40  (feet) COMP
 PP1933  MODELED GRAVITY -    980,554.1   (mgal)                       NAVD 88
 PP1933
 PP1933  VERT ORDER      -  SECOND    CLASS I
 PP1933
 PP1933.The horizontal coordinates were established by autonomous hand held GPS
 PP1933.observations and have an estimated accuracy of +/- 10 meters.
 PP1933
 PP1933.The orthometric height was determined by differential leveling and
 PP1933.adjusted by the NATIONAL GEODETIC SURVEY
 PP1933.in May 2020.
 PP1933
 PP1933.Significant digits in the geoid height do not necessarily reflect accuracy.
 PP1933.GEOID18 height accuracy estimate available here.
 PP1933
 PP1933.Click photographs - Photos may exist for this station.
 PP1933
 PP1933.The dynamic height is computed by dividing the NAVD 88
 PP1933.geopotential number by the normal gravity value computed on the
 PP1933.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP1933.degrees latitude (g = 980.6199 gals.).
 PP1933
 PP1933.The modeled gravity was interpolated from observed gravity values.
 PP1933
 PP1933;                    North         East    Units  Estimated Accuracy
 PP1933;SPC MN S     -   311,455.      819,485.      MT  (+/- 10 meters HH2 GPS)
 PP1933
 PP1933_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK4052972429(NAD 83)
 PP1933
 PP1933                          SUPERSEDED SURVEY CONTROL
 PP1933
 PP1933  NAVD 88 (08/01/13)  290.319  (m)          952.49   (f) SUPERSEDED  2 1
 PP1933  NAVD 88 (06/15/91)  290.329  (m)          952.52   (f) SUPERSEDED  2 1
 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
 PP1933.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PP1933.See file dsdata.pdf to determine how the superseded data were derived.
 PP1933
 PP1933_MARKER: DB = BENCH MARK DISK
 PP1933_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 PP1933_STAMPING: 2704 A 1948
 PP1933_MARK LOGO: MNHD
 PP1933_PROJECTION: FLUSH
 PP1933_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 PP1933_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PP1933_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 PP1933+SATELLITE: SATELLITE OBSERVATIONS - August 09, 2011
 PP1933
 PP1933  HISTORY     - Date     Condition        Report By
 PP1933  HISTORY     - 19480401 MONUMENTED       MNHD
 PP1933  HISTORY     - 1972     GOOD             MNDT
 PP1933  HISTORY     - 1973     GOOD             LOCSUR
 PP1933  HISTORY     - 1985     MARK NOT FOUND   USPSQD
 PP1933  HISTORY     - 20021015 GOOD             USPSQD
 PP1933  HISTORY     - 20050104 GOOD             MNDT
 PP1933  HISTORY     - 20061028 GOOD             USPSQD
 PP1933  HISTORY     - 20070730 GOOD             MNDT
 PP1933  HISTORY     - 20110809 GOOD             MNDT
 PP1933
 PP1933                          STATION DESCRIPTION
 PP1933
 PP1933'DESCRIBED BY MN DEPT OF TRANSP 1972
 PP1933'0.4 MI W FROM ST BONIFACIUS.
 PP1933'0.4 MILES WEST ALONG T.H. 7 FROM THE JUNCTION OF T.H. 7 AND COUNTY
 PP1933'ROAD 92 IN ST. BONIFACIUS, 0.7 MILES EAST OF THE CARVER - HENNEPIN
 PP1933'COUNTY LINE, 79 FEET NORTH OF THE CENTERLINE OF T.H. 7 AT MILE POINT
 PP1933'172.7, (STATION 1623+74), 54 FEET NORTH OF THE NORTH END OF A CULVERT,
 PP1933'1 FOOT SOUTH OF A STEEL WITNESS POST, IN A 6 FOOT PRECAST CONCRETE
 PP1933'MONUMENT PROJECTING 2 INCHES ABOVE GROUND.  NE 1/4, SEC 31, T 117, R
 PP1933'24.
 PP1933
 PP1933                          STATION RECOVERY (1973)
 PP1933
 PP1933'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1973
 PP1933'THE MARK IS LOCATED 0.3 MILES WEST ALONG T.H. 7 FROM THE JUNCTION OF
 PP1933'T.H. 7 AND COUNTY ROAD 92. IT IS 79 FEET NORTH OF T.H. 7 AND 54 FEET
 PP1933'NORTHEAST OF THE NORTH END OF A CULVERT. IT IS 1 FOOT SOUTH OF A
 PP1933'STEEL WITNESS POST, IN A PRE-CAST CONCRETE MONUMENT SET 2 INCHES
 PP1933'ABOVE GROUND.
 PP1933
 PP1933                          STATION RECOVERY (1985)
 PP1933
 PP1933'RECOVERY NOTE BY US POWER SQUADRON 1985
 PP1933'MARK NOT FOUND.
 PP1933
 PP1933                          STATION RECOVERY (2002)
 PP1933
 PP1933'RECOVERY NOTE BY US POWER SQUADRON 2002 (SL)
 PP1933'RECOVERED IN GOOD CONDITION.
 PP1933
 PP1933                          STATION RECOVERY (2005)
 PP1933
 PP1933'RECOVERY NOTE BY MN DEPT OF TRANSP 2005 (MPP)
 PP1933'RECOVERED AS DESCRIBED.
 PP1933
 PP1933                          STATION RECOVERY (2006)
 PP1933
 PP1933'RECOVERY NOTE BY US POWER SQUADRON 2006 (TAG)
 PP1933'RECOVERED IN GOOD CONDITION.
 PP1933
 PP1933                          STATION RECOVERY (2007)
 PP1933
 PP1933'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (PJG)
 PP1933'THE MARK IS LOCATED ABOUT 5.4 MI (8.7 KM) NORTHWEST OF VICTORIA, 4.9
 PP1933'MI (7.9 KM) WEST-SOUTHWEST OF MOUND AND 3.9 MI (6.3 KM)
 PP1933'NORTH-NORTHEAST OF WACONIA.
 PP1933'
 PP1933'TO REACH TO THE MARK GO 0.3 MI (0.5 KM) WEST ALONG TRUNK HIGHWAY 7
 PP1933'FROM THE JUNCTION OF TRUNK HIGHWAY 7 AND COUNTY ROAD 92 AT SAINT
 PP1933'BONIFACIUS, AT TRUNK HIGHWAY 7 MILE POINT 172.75, 79 FT (24.1 M) NORTH
 PP1933'OF TRUNK HIGHWAY 7, 54 FT (16.5 M) NORTHEAST OF NORTH END OF CULVERT,
 PP1933'1.0 FT (0.3 M) SOUTH OF A WITNESS POST.
 PP1933
 PP1933                          STATION RECOVERY (2011)
 PP1933
 PP1933'RECOVERY NOTE BY MN DEPT OF TRANSP 2011 (EMS)
 PP1933'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 PP1938 ***********************************************************************
 PP1938  DESIGNATION -  2704 B
 PP1938  PID         -  PP1938
 PP1938  STATE/COUNTY-  MN/HENNEPIN
 PP1938  COUNTRY     -  US
 PP1938  USGS QUAD   -  MOUND (2019)
 PP1938
 PP1938                         *CURRENT SURVEY CONTROL
 PP1938  ______________________________________________________________________
 PP1938* NAD 83(2011) POSITION- 44 54 00.50393(N) 093 43 56.52286(W)   ADJUSTED
 PP1938* NAD 83(2011) ELLIP HT-   261.727 (meters)        (06/27/12)   ADJUSTED
 PP1938* NAD 83(2011) EPOCH   -  2010.00
 PP1938* NAVD 88 ORTHO HEIGHT -   288.831 (meters)      947.61  (feet) ADJUSTED
 PP1938  ______________________________________________________________________
 PP1938  GEOID HEIGHT    -        -27.120 (meters)                     GEOID18
 PP1938  NAD 83(2011) X  -   -294,599.713 (meters)                     COMP
 PP1938  NAD 83(2011) Y  - -4,516,017.746 (meters)                     COMP
 PP1938  NAD 83(2011) Z  -  4,479,679.186 (meters)                     COMP
 PP1938  LAPLACE CORR    -          6.11  (seconds)                    DEFLEC18
 PP1938  DYNAMIC HEIGHT  -        288.816 (meters)      947.56  (feet) COMP
 PP1938  MODELED GRAVITY -    980,559.0   (mgal)                       NAVD 88
 PP1938
 PP1938  VERT ORDER      -  SECOND    CLASS I
 PP1938
 PP1938  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 PP1938  Standards:
 PP1938         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 PP1938            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 PP1938  -------------------------------------------------------------------
 PP1938  NETWORK    0.25   0.49           0.11   0.09   0.25      0.00328221
 PP1938  -------------------------------------------------------------------
 PP1938  Click here for local accuracies and other accuracy information.
 PP1938
 PP1938.The horizontal coordinates were established by GPS observations
 PP1938.and adjusted by the National Geodetic Survey in June 2012.
 PP1938
 PP1938.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 PP1938.been affixed to the stable North American tectonic plate. See 
 PP1938.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 PP1938
 PP1938.The horizontal coordinates are valid at the epoch date displayed above
 PP1938.which is a decimal equivalence of Year/Month/Day.
 PP1938
 PP1938.The orthometric height was determined by differential leveling and
 PP1938.adjusted by the NATIONAL GEODETIC SURVEY
 PP1938.in May 2020.
 PP1938
 PP1938.Significant digits in the geoid height do not necessarily reflect accuracy.
 PP1938.GEOID18 height accuracy estimate available here.
 PP1938
 PP1938.Click photographs - Photos may exist for this station.
 PP1938
 PP1938.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 PP1938
 PP1938.The Laplace correction was computed from DEFLEC18 derived deflections.
 PP1938
 PP1938.The ellipsoidal height was determined by GPS observations
 PP1938.and is referenced to NAD 83.
 PP1938
 PP1938.The dynamic height is computed by dividing the NAVD 88
 PP1938.geopotential number by the normal gravity value computed on the
 PP1938.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP1938.degrees latitude (g = 980.6199 gals.).
 PP1938
 PP1938.The modeled gravity was interpolated from observed gravity values.
 PP1938
 PP1938. The following values were computed from the NAD 83(2011) position.
 PP1938
 PP1938;                    North         East     Units Scale Factor Converg.
 PP1938;SPC MN S     -   311,164.378   821,137.427   MT  0.99994622   +0 11 15.3
 PP1938;SPC MN S     - 1,020,878.46  2,694,015.04   sFT  0.99994622   +0 11 15.3
 PP1938;UTM  15      - 4,972,118.175   442,178.057   MT  0.99964111   -0 31 01.1
 PP1938
 PP1938!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PP1938!SPC MN S     -   0.99995897  x   0.99994622  =   0.99990519
 PP1938!UTM  15      -   0.99995897  x   0.99964111  =   0.99960009
 PP1938
 PP1938_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK4217872118(NAD 83)
 PP1938
 PP1938                          SUPERSEDED SURVEY CONTROL
 PP1938
 PP1938  NAD 83(2007)-  44 54 00.50421(N)    093 43 56.52363(W) AD(2002.00) 1
 PP1938  ELLIP H (02/25/11)  261.754  (m)                       GP(2002.00) 2 1
 PP1938  NAVD 88             288.85   (m)          947.7    (f) LEVELING    3  
 PP1938  NAVD 88 (06/15/91)  288.847  (m)          947.66   (f) SUPERSEDED  2 1
 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
 PP1938.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PP1938.See file dsdata.pdf to determine how the superseded data were derived.
 PP1938
 PP1938_MARKER: DB = BENCH MARK DISK
 PP1938_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 PP1938_STAMPING: 2704 B 1948
 PP1938_MARK LOGO: MNHD
 PP1938_PROJECTION: RECESSED 10 CENTIMETERS
 PP1938_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 PP1938_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PP1938_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PP1938+SATELLITE: SATELLITE OBSERVATIONS - December 01, 2025
 PP1938
 PP1938  HISTORY     - Date     Condition        Report By
 PP1938  HISTORY     - 19480401 MONUMENTED       MNHD
 PP1938  HISTORY     - 1972     GOOD             MNDT
 PP1938  HISTORY     - 1973     GOOD             LOCSUR
 PP1938  HISTORY     - 1985     MARK NOT FOUND   USPSQD
 PP1938  HISTORY     - 20021015 MARK NOT FOUND   USPSQD
 PP1938  HISTORY     - 20060511 GOOD             MNDT
 PP1938  HISTORY     - 20070730 GOOD             MNDT
 PP1938  HISTORY     - 20080402 GOOD             MNDT
 PP1938  HISTORY     - 20110809 GOOD             MNDT
 PP1938  HISTORY     - 20200406 GOOD             MNDT
 PP1938  HISTORY     - 20251201 GOOD             MNDT
 PP1938
 PP1938                          STATION DESCRIPTION
 PP1938
 PP1938'DESCRIBED BY MN DEPT OF TRANSP 1972
 PP1938'0.75 MI E FROM ST BONIFACIUS.
 PP1938'0.75 MILES EAST ALONG T.H. 7 FROM THE JUNCTION OF T.H. 7 AND COUNTY
 PP1938'ROAD 92 IN ST. BONIFACIUS, 0.1 MILE EAST OF SIX MILE CREEK, 0.05 MILES
 PP1938'NORTHWEST OF A SERVICE STATION (PHILLIPS 66), 72 FEET SOUTH OF THE
 PP1938'CENTERLINE OF T.H. 7 AT MILE POINT 173.8 (STATION 1679+78), 40 FEET
 PP1938'EAST OF THE CENTER OF A TOWNSHIP ROAD, 1 FOOT NORTH OF A STEEL WITNESS
 PP1938'POST, IN A 6 FOOT PRECAST CONCRETE MONUMENT BURIED 4 INCHES BELOW
 PP1938'GROUND.  NE 1/4, SEC 32, T 117, R 24.
 PP1938
 PP1938                          STATION RECOVERY (1973)
 PP1938
 PP1938'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1973
 PP1938'RECOVERED IN GOOD CONDITION.
 PP1938
 PP1938                          STATION RECOVERY (1985)
 PP1938
 PP1938'RECOVERY NOTE BY US POWER SQUADRON 1985
 PP1938'MARK NOT FOUND.
 PP1938
 PP1938                          STATION RECOVERY (2002)
 PP1938
 PP1938'RECOVERY NOTE BY US POWER SQUADRON 2002 (SL)
 PP1938'NEW CONSTRUCTION, MARKER LIKELY BURIED
 PP1938
 PP1938                          STATION RECOVERY (2006)
 PP1938
 PP1938'RECOVERY NOTE BY MN DEPT OF TRANSP 2006 (JBG)
 PP1938'RECOVERED AS DESCRIBED.
 PP1938
 PP1938                          STATION RECOVERY (2007)
 PP1938
 PP1938'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (PJG)
 PP1938'THE MARK IS LOCATED ABOUT 4.5 MI (7.2 KM) NORTHWEST OF VICTORIA, 4.3
 PP1938'MI (6.9 KM) NORTHEAST OF WACONIA AND 4.1 MI (6.6 KM) SOUTHWEST OF
 PP1938'MOUND.
 PP1938'
 PP1938'TO REACH TO THE MARK GO 0.75 MI (1.2 KM) EAST FROM SAINT BONIFACIUS,
 PP1938'0.75 MI (1.2 KM) EAST OF THE JUNCTION OF TRUNK HIGHWAY 7 AND COUNTY
 PP1938'ROAD 92 AT SAINT BONIFACIUS, 0.1 MI (0.2 KM) EAST OF 6 MI (9.7 KM)
 PP1938'CREEK, 72 FT (21.9 M) SOUTH OF TRUNK HIGHWAY 7, AT TRUNK HIGHWAY 7
 PP1938'MILE POINT 173.8, 40 FT (12.2 M) EAST OF TOWNSHIP ROAD, 9.0 FT (2.7 M)
 PP1938'EAST OF CABLE PEDESTAL NUMBER D33, D14, AND D25, 1.0 FT (0.3 M) NORTH
 PP1938'OF A WITNESS POST.
 PP1938
 PP1938                          STATION RECOVERY (2008)
 PP1938
 PP1938'RECOVERY NOTE BY MN DEPT OF TRANSP 2008 (DAS)
 PP1938'THE MARK WAS RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.
 PP1938'THE MARK IS 0.8 MILE EAST OF SAINT BONIFACIUS, 0.8 MILE EAST ALONG
 PP1938'TRUNK HIGHWAY 7 FROM THE JUNCTION OF TRUNK HIGHWAY 7 AND COUNTY ROAD
 PP1938'92 (MAIN STREET) IN SAINT BONIFACIUS, AT TRUNK HIGHWAY 7 MILEPOINT
 PP1938'173.8, 0.1 MILE EAST OF SIX MILE CREEK, 72.0 FEET SOUTH OF TRUNK
 PP1938'HIGHWAY 7, 40 FEET EAST OF SIX MILES CREEK ROAD, 9.0 FEET EAST OF
 PP1938'CABLE PEDESTAL NUMBER D33, D14, AND D25, 1.0 FOOT NORTH OF WITNESS
 PP1938'POST.
 PP1938
 PP1938                          STATION RECOVERY (2011)
 PP1938
 PP1938'RECOVERY NOTE BY MN DEPT OF TRANSP 2011 (EMS)
 PP1938'RECOVERED IN GOOD CONDITION.
 PP1938
 PP1938                          STATION RECOVERY (2020)
 PP1938
 PP1938'RECOVERY NOTE BY MN DEPT OF TRANSP 2020 (MPP)
 PP1938'RECOVERED IN GOOD CONDITION.
 PP1938
 PP1938                          STATION RECOVERY (2025)
 PP1938
 PP1938'RECOVERY NOTE BY MN DEPT OF TRANSP 2025 (KMS)
 PP1938'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 PP1940 ***********************************************************************
 PP1940  DESIGNATION -  2704 C
 PP1940  PID         -  PP1940
 PP1940  STATE/COUNTY-  MN/HENNEPIN
 PP1940  COUNTRY     -  US
 PP1940  USGS QUAD   -  MOUND (2019)
 PP1940
 PP1940                         *CURRENT SURVEY CONTROL
 PP1940  ______________________________________________________________________
 PP1940* NAD 83(1986) POSITION- 44 53 40.7    (N) 093 42 47.1    (W)   HD_HELD2
 PP1940* NAVD 88 ORTHO HEIGHT -   304.008 (meters)      997.40  (feet) ADJUSTED
 PP1940  ______________________________________________________________________
 PP1940  GEOID HEIGHT    -        -27.057 (meters)                     GEOID18
 PP1940  DYNAMIC HEIGHT  -        303.995 (meters)      997.36  (feet) COMP
 PP1940  MODELED GRAVITY -    980,564.8   (mgal)                       NAVD 88
 PP1940
 PP1940  VERT ORDER      -  SECOND    CLASS I
 PP1940
 PP1940.The horizontal coordinates were established by autonomous hand held GPS
 PP1940.observations and have an estimated accuracy of +/- 10 meters.
 PP1940
 PP1940.The orthometric height was determined by differential leveling and
 PP1940.adjusted by the NATIONAL GEODETIC SURVEY
 PP1940.in May 2020.
 PP1940
 PP1940.Significant digits in the geoid height do not necessarily reflect accuracy.
 PP1940.GEOID18 height accuracy estimate available here.
 PP1940
 PP1940.Click photographs - Photos may exist for this station.
 PP1940
 PP1940.The dynamic height is computed by dividing the NAVD 88
 PP1940.geopotential number by the normal gravity value computed on the
 PP1940.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP1940.degrees latitude (g = 980.6199 gals.).
 PP1940
 PP1940.The modeled gravity was interpolated from observed gravity values.
 PP1940
 PP1940;                    North         East    Units  Estimated Accuracy
 PP1940;SPC MN S     -   310,558.      822,663.      MT  (+/- 10 meters HH2 GPS)
 PP1940
 PP1940_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK4369571493(NAD 83)
 PP1940
 PP1940                          SUPERSEDED SURVEY CONTROL
 PP1940
 PP1940  NAVD 88 (02/19/09)  304.027  (m)          997.46   (f) SUPERSEDED  2 1
 PP1940  NAVD 88 (06/15/91)  304.019  (m)          997.44   (f) SUPERSEDED  2 0
 PP1940  NGVD 29 (??/??/92)  303.939  (m)          997.17   (f) ADJ UNCH    2 0
 PP1940
 PP1940.Superseded values are not recommended for survey control.
 PP1940
 PP1940.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PP1940.See file dsdata.pdf to determine how the superseded data were derived.
 PP1940
 PP1940_MARKER: DB = BENCH MARK DISK
 PP1940_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 PP1940_STAMPING: 2704 C 1968
 PP1940_MARK LOGO: MNHD
 PP1940_PROJECTION: FLUSH
 PP1940_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 PP1940_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PP1940_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 PP1940+SATELLITE: SATELLITE OBSERVATIONS - July 29, 2011
 PP1940
 PP1940  HISTORY     - Date     Condition        Report By
 PP1940  HISTORY     - 19680401 MONUMENTED       MNHD
 PP1940  HISTORY     - 1972     GOOD             MNDT
 PP1940  HISTORY     - 1978     GOOD             LOCSUR
 PP1940  HISTORY     - 1978     GOOD             MNDT
 PP1940  HISTORY     - 1985     MARK NOT FOUND   USPSQD
 PP1940  HISTORY     - 20021015 GOOD             USPSQD
 PP1940  HISTORY     - 20060511 GOOD             MNDT
 PP1940  HISTORY     - 20061028 GOOD             USPSQD
 PP1940  HISTORY     - 20070730 GOOD             MNDT
 PP1940  HISTORY     - 20110729 GOOD             MNDT
 PP1940
 PP1940                          STATION DESCRIPTION
 PP1940
 PP1940'DESCRIBED BY MN DEPT OF TRANSP 1972
 PP1940'1.6 MI ESE FROM ST BONIFACIUS.
 PP1940'1.7 MILES EAST ALONG T.H. 7 FROM THE JUNCTION OF T.H. 7 AND COUNTY
 PP1940'ROAD 92 IN ST. BONIFACIUS, 0.7 MILES NORTHWEST OF COUNTY ROAD 11, 67
 PP1940'FEET SOUTH OF THE CENTERLINE OF T.H. 7 (STATION 1733+19), 50 FEET EAST
 PP1940'OF A FARM ENTRANCE, 40 FEET WEST OF A FARM ENTRANCE, 1 FOOT NORTH OF A
 PP1940'STEEL WITNESS POST, IN A 6 FOOT PRECAST CONCRETE MONUMENT SET FLUSH
 PP1940'WITH THE GROUND.  SE 1/4, SEC 33, T 117, R 24.
 PP1940
 PP1940                          STATION RECOVERY (1978)
 PP1940
 PP1940'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1978
 PP1940'THE MARK IS 1.7 MILES EAST MEASURED ALONG T.H. 7 FROM THE JUNCTION OF
 PP1940'T.H. 7 AND C.S.A.H. 92 IN ST.BONIFACIUS. IT IS 0.5 MILES NORTHWEST OF
 PP1940'CARVER COUNTY ROAD 11, 67 FEET SOUTH OF THE CENTERLINE OF T.H. 7 AT
 PP1940'MILE MARKER 174.5 (STATION 1733+19), 50 FEET EAST OF A FARM ENTRANCE,
 PP1940'40 FEET WEST OF A FARM ENTRANCE. IT IS A STANDARD BENCH MARK DISK IN
 PP1940'A PRECAST RE-INFORCED CONCRETE MONUMENT SET FLUSH WITH THE GROUND. IT
 PP1940'IS 1 FOOT NORTH OF A STEEL WITNESS POST.
 PP1940
 PP1940                          STATION RECOVERY (1978)
 PP1940
 PP1940'RECOVERY NOTE BY MN DEPT OF TRANSP 1978 (EGS)
 PP1940'THE MARK IS LOCATED 1.2 MILES EAST OF THE TOWN OF ST BONIFACIUS 1.7
 PP1940'MILES EAST ALONG TRUNK HIGHWAY 7 FROM ITS JUNCTION WITH COUNTY ROAD 92
 PP1940'IN ST BONIFACIUS, 0.5 MILE NORTH OF CARVER COUNTY ROAD 11 AND IS IN
 PP1940'THE SE 1/4 OF SECTION 33, T117, R24W.  THE MARK IS 67 FEET SOUTH OF
 PP1940'THE CENTERLINE OF HIGHWAY 7 AT ENGINEERS STATION 1733+19 AND MILEPOINT
 PP1940'174.5, 50 FEET EAST OF A FARM ENTRANCE, 40 FEET WEST OF ANOTHER FARM
 PP1940'ENTRANCE AND 1 FOOT NORTH OF A STEEL WITNESS POST.  THE MARK, A
 PP1940'STANDARD MNDT BENCH MARK DISK STAMPED---2704 C 1968---, IS SET IN THE
 PP1940'TOP OF A PRECAST REINFORCED CONCRETE MONUMENT (MAGNETIC) THAT IS FLUSH
 PP1940'WITH THE SURFACE OF THE GROUND.
 PP1940
 PP1940                          STATION RECOVERY (1985)
 PP1940
 PP1940'RECOVERY NOTE BY US POWER SQUADRON 1985
 PP1940'MARK NOT FOUND.
 PP1940
 PP1940                          STATION RECOVERY (2002)
 PP1940
 PP1940'RECOVERY NOTE BY US POWER SQUADRON 2002 (SL)
 PP1940'RECOVERED IN GOOD CONDITION.
 PP1940
 PP1940                          STATION RECOVERY (2006)
 PP1940
 PP1940'RECOVERY NOTE BY MN DEPT OF TRANSP 2006 (JBG)
 PP1940'RECOVERED AS DESCRIBED.
 PP1940
 PP1940                          STATION RECOVERY (2006)
 PP1940
 PP1940'RECOVERY NOTE BY US POWER SQUADRON 2006 (TAG)
 PP1940'MILEPOINT 174.15 AND THE WITNESS POST IS MARKED BM.
 PP1940
 PP1940                          STATION RECOVERY (2007)
 PP1940
 PP1940'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (PJG)
 PP1940'THE MARK IS LOCATED ABOUT 4.7 MI (7.6 KM) NORTHEAST OF WACONIA, 3.7 MI
 PP1940'(6.0 KM) SOUTHWEST OF MOUND AND 3.6 MI (5.8 KM) NORTHWEST OF VICTORIA.
 PP1940'TO REACH TO THE MARK GO 1.6 MI (2.6 KM) EAST-SOUTHEAST OF SAINT
 PP1940'BONIFACIUS, 1.7 MI (2.7 KM) EAST OF THE JUNCTION OF TRUNK HIGHWAY 7
 PP1940'AND COUNTY ROAD 92, 0.5 MI (0.8 KM) NORTHWEST OF COUNTY ROAD 11, 67 FT
 PP1940'(20.4 M) SOUTH OF TRUNK HIGHWAY 7, AT TRUNK HIGHWAY 7 MILE POINT
 PP1940'174.5, 50 FT (15.2 M) EAST OF FARM ENTRANCE, 40 FT (12.2 M) WEST OF
 PP1940'FARM ENTRANCE, 1.0 FT (0.3 M) NORTH OF A WITNESS POST.
 PP1940
 PP1940                          STATION RECOVERY (2011)
 PP1940
 PP1940'RECOVERY NOTE BY MN DEPT OF TRANSP 2011 (AKJ)
 PP1940'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DK7172 ***********************************************************************
 DK7172  DESIGNATION -  2704 E
 DK7172  PID         -  DK7172
 DK7172  STATE/COUNTY-  MN/HENNEPIN
 DK7172  COUNTRY     -  US
 DK7172  USGS QUAD   -  MOUND (2019)
 DK7172
 DK7172                         *CURRENT SURVEY CONTROL
 DK7172  ______________________________________________________________________
 DK7172* NAD 83(1986) POSITION- 44 54 03.70   (N) 093 44 02.19   (W)   HD_HELD1
 DK7172* NAVD 88 ORTHO HEIGHT -   287.301 (meters)      942.59  (feet) ADJUSTED
 DK7172  ______________________________________________________________________
 DK7172  GEOID HEIGHT    -        -27.126 (meters)                     GEOID18
 DK7172  DYNAMIC HEIGHT  -        287.287 (meters)      942.54  (feet) COMP
 DK7172  MODELED GRAVITY -    980,558.5   (mgal)                       NAVD 88
 DK7172
 DK7172  VERT ORDER      -  SECOND    CLASS I
 DK7172
 DK7172.The horizontal coordinates were determined by differentially corrected
 DK7172.hand held GPS observations or other comparable positioning techniques
 DK7172.and have an estimated accuracy of +/- 3 meters.
 DK7172
 DK7172.The orthometric height was determined by differential leveling and
 DK7172.adjusted by the NATIONAL GEODETIC SURVEY
 DK7172.in May 2020.
 DK7172
 DK7172.Significant digits in the geoid height do not necessarily reflect accuracy.
 DK7172.GEOID18 height accuracy estimate available here.
 DK7172
 DK7172.Click photographs - Photos may exist for this station.
 DK7172
 DK7172.The dynamic height is computed by dividing the NAVD 88
 DK7172.geopotential number by the normal gravity value computed on the
 DK7172.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK7172.degrees latitude (g = 980.6199 gals.).
 DK7172
 DK7172.The modeled gravity was interpolated from observed gravity values.
 DK7172
 DK7172;                    North         East    Units  Estimated Accuracy
 DK7172;SPC MN S     -   311,262.6     821,012.8     MT  (+/- 3 meters HH1 GPS) 
 DK7172
 DK7172_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK4205472217(NAD 83)
 DK7172
 DK7172                          SUPERSEDED SURVEY CONTROL
 DK7172
 DK7172  NAVD 88 (08/01/13)  287.315  (m)          942.63   (f) SUPERSEDED  2 1
 DK7172  NAVD 88 (02/19/09)  287.318  (m)          942.64   (f) SUPERSEDED  2 1
 DK7172
 DK7172.Superseded values are not recommended for survey control.
 DK7172
 DK7172.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK7172.See file dsdata.pdf to determine how the superseded data were derived.
 DK7172
 DK7172_MARKER: DD = SURVEY DISK
 DK7172_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DK7172_SP_SET: BRIDGE RAILING
 DK7172_STAMPING: 2704 E 2006
 DK7172_MARK LOGO: MNDT
 DK7172_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DK7172_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DK7172_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DK7172+SATELLITE: SATELLITE OBSERVATIONS - December 10, 2015
 DK7172
 DK7172  HISTORY     - Date     Condition        Report By
 DK7172  HISTORY     - 20060424 MONUMENTED       MNDT
 DK7172  HISTORY     - 20110809 GOOD             MNDT
 DK7172  HISTORY     - 20151210 GOOD             MNDT
 DK7172
 DK7172                          STATION DESCRIPTION
 DK7172
 DK7172'DESCRIBED BY MN DEPT OF TRANSP 2006
 DK7172'THE MARK IS LOCATED ABOUT 4.6 MI (7.4 KM) NORTHWEST OF VICTORIA, 4.3
 DK7172'MI (7.0 KM) NORTHEAST OF WACONIA AND 4.1 MI (6.6 KM) SOUTHWEST OF
 DK7172'MOUND.
 DK7172'
 DK7172'TO REACH STATION, GO 0.5 MILES EAST OF ST. BONIFACIUS, SET IN BRIDGE
 DK7172'RAIL IN NORTHEAST CORNER OF TRUNK HIGHWAY 7 BRIDGE NUMBER 27R07 OVER
 DK7172'SIX MILE CREEK, 0.65 MILES EAST ALONG TRUNK HIGHWAY 7 FROM JUNCTION OF
 DK7172'TRUNK HIGHWAY 7 AND COUNTY ROAD 92 IN ST. BONIFACIUS, AT TRUNK HIGHWAY
 DK7172'7 MILEPOINT 173.65.
 DK7172
 DK7172                          STATION RECOVERY (2011)
 DK7172
 DK7172'RECOVERY NOTE BY MN DEPT OF TRANSP 2011 (EMS)
 DK7172'RECOVERED IN GOOD CONDITION.
 DK7172
 DK7172                          STATION RECOVERY (2015)
 DK7172
 DK7172'RECOVERY NOTE BY MN DEPT OF TRANSP 2015 (DAS)
 DK7172'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DK7171 ***********************************************************************
 DK7171  DESIGNATION -  2704 E 1
 DK7171  PID         -  DK7171
 DK7171  STATE/COUNTY-  MN/HENNEPIN
 DK7171  COUNTRY     -  US
 DK7171  USGS QUAD   -  MOUND (2019)
 DK7171
 DK7171                         *CURRENT SURVEY CONTROL
 DK7171  ______________________________________________________________________
 DK7171* NAD 83(1986) POSITION- 44 54 04.95   (N) 093 43 59.09   (W)   HD_HELD1
 DK7171* NAVD 88 ORTHO HEIGHT -   285.459 (meters)      936.54  (feet) ADJUSTED
 DK7171  ______________________________________________________________________
 DK7171  GEOID HEIGHT    -        -27.125 (meters)                     GEOID18
 DK7171  DYNAMIC HEIGHT  -        285.444 (meters)      936.49  (feet) COMP
 DK7171  MODELED GRAVITY -    980,558.6   (mgal)                       NAVD 88
 DK7171
 DK7171  VERT ORDER      -  SECOND    CLASS I
 DK7171
 DK7171.The horizontal coordinates were determined by differentially corrected
 DK7171.hand held GPS observations or other comparable positioning techniques
 DK7171.and have an estimated accuracy of +/- 3 meters.
 DK7171
 DK7171.The orthometric height was determined by differential leveling and
 DK7171.adjusted by the NATIONAL GEODETIC SURVEY
 DK7171.in May 2020.
 DK7171
 DK7171.Significant digits in the geoid height do not necessarily reflect accuracy.
 DK7171.GEOID18 height accuracy estimate available here.
 DK7171
 DK7171.Click photographs - Photos may exist for this station.
 DK7171
 DK7171.The dynamic height is computed by dividing the NAVD 88
 DK7171.geopotential number by the normal gravity value computed on the
 DK7171.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK7171.degrees latitude (g = 980.6199 gals.).
 DK7171
 DK7171.The modeled gravity was interpolated from observed gravity values.
 DK7171
 DK7171;                    North         East    Units  Estimated Accuracy
 DK7171;SPC MN S     -   311,301.4     821,080.7     MT  (+/- 3 meters HH1 GPS) 
 DK7171
 DK7171_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK4212272255(NAD 83)
 DK7171
 DK7171                          SUPERSEDED SURVEY CONTROL
 DK7171
 DK7171  NAVD 88 (02/19/09)  285.474  (m)          936.59   (f) SUPERSEDED  2 1
 DK7171
 DK7171.Superseded values are not recommended for survey control.
 DK7171
 DK7171.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK7171.See file dsdata.pdf to determine how the superseded data were derived.
 DK7171
 DK7171_MARKER: DV = VERTICAL CONTROL DISK
 DK7171_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DK7171_SP_SET: ABUTMENT
 DK7171_STAMPING: 2704 E 1 2006
 DK7171_MARK LOGO: MN-053
 DK7171_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DK7171_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DK7171_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DK7171+SATELLITE: SATELLITE OBSERVATIONS - August 09, 2011
 DK7171
 DK7171  HISTORY     - Date     Condition        Report By
 DK7171  HISTORY     - 20060424 MONUMENTED       MN-053
 DK7171  HISTORY     - 20110809 GOOD             MNDT
 DK7171
 DK7171                          STATION DESCRIPTION
 DK7171
 DK7171'DESCRIBED BY HENNEPIN COUNTY MINNESOTA 2006
 DK7171'THE MARK IS LOCATED ABOUT 4.6 MI (7.4 KM) NORTHWEST OF VICTORIA, 4.4
 DK7171'MI (7.1 KM) NORTHEAST OF WACONIA AND 4.1 MI (6.6 KM) SOUTHWEST OF
 DK7171'MOUND.
 DK7171'
 DK7171'TO REACH STATION, GO 0.5 MILES EAST OF ST. BONIFACIUS, MARK SET IN
 DK7171'ABUTMENT IN SOUTHEAST CORNER OF HIGHLAND ROAD BRIDGE NUMBER 27A76 OVER
 DK7171'SIX MILE CREEK, 0.75 MILES EAST ALONG TRUNK HIGHWAY 7 FROM JUNCTION OF
 DK7171'TRUNK HIGHWAY 7 AND COUNTY ROAD 92 IN ST. BONIFACINS, TO TRUNK HIGHWAY
 DK7171'7 MILEPOINT 173.75, THENCE 0.1 MILES NORTHWEST ON HIGHLAND ROAD.
 DK7171
 DK7171                          STATION RECOVERY (2011)
 DK7171
 DK7171'RECOVERY NOTE BY MN DEPT OF TRANSP 2011 (EMS)
 DK7171'THE VERTICAL CONTROL MARK IS FOUND IN THE ABUTMENT IN SOUTHEAST CORNER
 DK7171'OF HIGHLAND ROAD BRIDGE NUMBER 27A76 OVER SIX MILE CREEK.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 PP1946 ***********************************************************************
 PP1946  DESIGNATION -  2704 F
 PP1946  PID         -  PP1946
 PP1946  STATE/COUNTY-  MN/CARVER
 PP1946  COUNTRY     -  US
 PP1946  USGS QUAD   -  MOUND (2019)
 PP1946
 PP1946                         *CURRENT SURVEY CONTROL
 PP1946  ______________________________________________________________________
 PP1946* NAD 83(1986) POSITION- 44 53 28.43   (N) 093 39 54.29   (W)   HD_HELD1
 PP1946* NAVD 88 ORTHO HEIGHT -   293.060 (meters)      961.48  (feet) ADJUSTED
 PP1946  ______________________________________________________________________
 PP1946  GEOID HEIGHT    -        -26.930 (meters)                     GEOID18
 PP1946  DYNAMIC HEIGHT  -        293.050 (meters)      961.45  (feet) COMP
 PP1946  MODELED GRAVITY -    980,576.4   (mgal)                       NAVD 88
 PP1946
 PP1946  VERT ORDER      -  SECOND    CLASS I
 PP1946
 PP1946.The horizontal coordinates were determined by differentially corrected
 PP1946.hand held GPS observations or other comparable positioning techniques
 PP1946.and have an estimated accuracy of +/- 3 meters.
 PP1946
 PP1946.The orthometric height was determined by differential leveling and
 PP1946.adjusted by the NATIONAL GEODETIC SURVEY
 PP1946.in May 2020.
 PP1946
 PP1946.Significant digits in the geoid height do not necessarily reflect accuracy.
 PP1946.GEOID18 height accuracy estimate available here.
 PP1946
 PP1946.Click photographs - Photos may exist for this station.
 PP1946
 PP1946.The dynamic height is computed by dividing the NAVD 88
 PP1946.geopotential number by the normal gravity value computed on the
 PP1946.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP1946.degrees latitude (g = 980.6199 gals.).
 PP1946
 PP1946.The modeled gravity was interpolated from observed gravity values.
 PP1946
 PP1946;                    North         East    Units  Estimated Accuracy
 PP1946;SPC MN S     -   310,193.9     826,455.7     MT  (+/- 3 meters HH1 GPS) 
 PP1946
 PP1946_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK4748271082(NAD 83)
 PP1946
 PP1946                          SUPERSEDED SURVEY CONTROL
 PP1946
 PP1946  NAVD 88 (08/01/13)  293.073  (m)          961.52   (f) SUPERSEDED  2 1
 PP1946  NAVD 88 (06/15/91)  293.067  (m)          961.50   (f) SUPERSEDED  2 0
 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
 PP1946.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PP1946.See file dsdata.pdf to determine how the superseded data were derived.
 PP1946
 PP1946_MARKER: DB = BENCH MARK DISK
 PP1946_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 PP1946_STAMPING: 2704 F 1948
 PP1946_MARK LOGO: MNHD
 PP1946_PROJECTION: PROJECTING 15 CENTIMETERS
 PP1946_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 PP1946_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PP1946_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 PP1946+SATELLITE: SATELLITE OBSERVATIONS - September 16, 2020
 PP1946
 PP1946  HISTORY     - Date     Condition        Report By
 PP1946  HISTORY     - 19680401 MONUMENTED       MNHD
 PP1946  HISTORY     - 1968     GOOD             MNDT
 PP1946  HISTORY     - 1978     GOOD             LOCSUR
 PP1946  HISTORY     - 1978     GOOD             MNDT
 PP1946  HISTORY     - 20000330 GOOD             USPSQD
 PP1946  HISTORY     - 20010331 GOOD             NGS
 PP1946  HISTORY     - 20021010 MARK NOT FOUND   USPSQD
 PP1946  HISTORY     - 20070730 GOOD             MNDT
 PP1946  HISTORY     - 20110801 GOOD             MNDT
 PP1946  HISTORY     - 20200916 GOOD             INDIV
 PP1946
 PP1946                          STATION DESCRIPTION
 PP1946
 PP1946'DESCRIBED BY MN DEPT OF TRANSP 1968
 PP1946'5.3 MI W FROM EXCELSIOR.
 PP1946'IN THE S.E. CORNER OF SECTION 35, TOWNSHIP 117 N., RANGE 24 W.  THE
 PP1946'BENCH IS AT THE N.W. END OF ZUNBRA LAKE, 46 FEET N.W. OF A 48 INCH
 PP1946'COTTONWOOD, 79 FEET E. OF A POWER POLE, 91 FEET E. OF THE S.E. END OF
 PP1946'A CULVERT ACROSS THE HIGHWAY FROM THE OLD WATER TOWER.  THE BENCH IS
 PP1946'48 FEET RIGHT OF STATION 1863+50.  1.0 FOOT NORTH OF A STEEL WITNESS
 PP1946'POST.
 PP1946
 PP1946                          STATION RECOVERY (1978)
 PP1946
 PP1946'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1978
 PP1946'THE MARK IS 4.2 MILES EAST MEASURED ALONG T.H.7 FROM THE JUNCTION OF
 PP1946'T.H. 7 AND C.S.A.H. 92 IN ST. BONIFACIUES, NEAR THE JUNCTION OF T.H.
 PP1946'7 AND C.S.A.H. 44. IT IS NEAR THE NORTHWEST END OF ZUMBRA LAKE, 91
 PP1946'FEET EAST OF THE SOUTHEAST END OF A CULVERT, ACROSS THE HIGHWAY FROM
 PP1946'THE OLD WATER TOWER, 79 FEET EAST OF A POWER POLE, 48 FEET SOUTH OF
 PP1946'THE CENTERLINE OF T.H. 7 AT MILE MARKER 177.3 (STATION 1863+50), 46
 PP1946'FEET NORTHWEST OF A 48 INCH COTTONWOOD. IT IS A STANDARD BENCK MARK
 PP1946'DISK IN THE TOP OF A PRECAST RE-INFORCED CONCRETE POST, 6 INCHES
 PP1946'ABOVE GROUND LEVEL. IT IS 1 FOOT NORTH OF A STEEL WITNESS POST, ABOUT
 PP1946'4 FEET BELOW THE LEVEL OF THE CENTERLINE OF T.H. 7.
 PP1946
 PP1946                          STATION RECOVERY (1978)
 PP1946
 PP1946'RECOVERY NOTE BY MN DEPT OF TRANSP 1978 (EGS)
 PP1946'THE MARK IS LOCATED 3 1/4 MILES EAST OF ST BONIFACIOS, 4.2 MILES
 PP1946'EASTERLY ALONG TRUNK HIGHWAY 7 FROM ITS JUNCTION WITH COUNTY ROAD 92
 PP1946'IN ST BONIFACIUS, NEAR THE NORTHWEST END OF ZUMBRA LAKE, NEAR THE
 PP1946'JUNCTION OF COUNTY ROAD 44 AND IN THE SE 1/4 OF SECTION 35, T117N,
 PP1946'R24W.  THE MARK IS 48 FEET SOUTH OF AND ABOUT 4 FEET LOWER THAN THE
 PP1946'CENTERLINE OF HIGHWAY 7 AT ENGINEERS STATION 1863+50 AND MILEPOINT
 PP1946'177.3, ACROSS THE HIGHWAY FROM AN OLD WATER TOWER, 91 FEET EAST OF THE
 PP1946'SOUTHEAST END OF A CULVERT, 46 FEET NORTHWEST OF A 48 INCH COTTONWOOD
 PP1946'TREE AND 1 FOOT NORTH OF A STEEL WITNESS POST.  THE MARK, A STANDARD
 PP1946'MNDT BENCH MARK DISK STAMPED---2704 F---, IS SET IN THE TOP OF A
 PP1946'PRECAST REINFORCED CONCRETE POST (MAGNETIC) AND PROJECTS 6 INCHES
 PP1946'ABOVE THE SURFACE OF THE GROUND.
 PP1946
 PP1946                          STATION RECOVERY (2000)
 PP1946
 PP1946'RECOVERY NOTE BY US POWER SQUADRON 2000
 PP1946'RECOVERED IN GOOD CONDITION.
 PP1946
 PP1946                          STATION RECOVERY (2001)
 PP1946
 PP1946'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 PP1946'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 PP1946
 PP1946                          STATION RECOVERY (2002)
 PP1946
 PP1946'RECOVERY NOTE BY US POWER SQUADRON 2002 (SL)
 PP1946'MARK NOT FOUND.
 PP1946
 PP1946                          STATION RECOVERY (2007)
 PP1946
 PP1946'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (PJG)
 PP1946'THE MARK IS LOCATED ABOUT 4.9 MI (7.9 KM) WEST OF EXCELSIOR, 3.1 MI
 PP1946'(5.0 KM) SOUTH OF MOUND AND 2.3 MI (3.7 KM) NORTH OF VICTORIA.
 PP1946'
 PP1946'TO REACH TO THE MARK GO 3.25 MI (5.2 KM) EAST FROM SAINT BONIFACIUS,
 PP1946'4.2 MI (6.8 KM) EAST OF THE JUNCTION OF TRUNK HIGHWAY 7 AND COUNTY
 PP1946'ROAD 92 AT SAINT BONIFACIUS, AT NORTHWEST END OF ZUMBRA LAKE, 48 FT
 PP1946'(14.6 M) SOUTH OF TRUNK HIGHWAY 7, AT TRUNK HIGHWAY 7 MILE POINT
 PP1946'177.3, 91 FT (27.7 M) EAST OF SOUTHEAST END OF CULVERT, ACROSS HIGHWAY
 PP1946'FROM OLD WATER TOWER, 1.0 FT (0.3 M) NORTH OF A WITNESS POST.
 PP1946
 PP1946                          STATION RECOVERY (2011)
 PP1946
 PP1946'RECOVERY NOTE BY MN DEPT OF TRANSP 2011 (AKJ)
 PP1946'RECOVERED IN GOOD CONDITION.
 PP1946
 PP1946                          STATION RECOVERY (2020)
 PP1946
 PP1946'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2020 (TS)
 PP1946'THE MARK IS LOCATED ACROSS FROM A BORROW PIT, APPROXIMATELY THREE
 PP1946'TELEPHONE POLES SOUTH OF THE MARKER FOR CRITERION SUMMIT ALONG HIGHWAY
 PP1946'187.  IT IS ABOUT 20 FT (6.1 M) OFF THE ROAD, ON THE WEST SIDE.  IT IS
 PP1946'MARKED WITH A SMALL WITNESS SIGN EASILY VISIBLE FROM THE ROAD.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 PP1937 ***********************************************************************
 PP1937  DESIGNATION -  2704 H
 PP1937  PID         -  PP1937
 PP1937  STATE/COUNTY-  MN/HENNEPIN
 PP1937  COUNTRY     -  US
 PP1937  USGS QUAD   -  MOUND (2019)
 PP1937
 PP1937                         *CURRENT SURVEY CONTROL
 PP1937  ______________________________________________________________________
 PP1937* NAD 83(1986) POSITION- 44 54 03.     (N) 093 44 02.     (W)   SCALED
 PP1937* NAVD 88 ORTHO HEIGHT -   286.208 (meters)      939.00  (feet) ADJUSTED
 PP1937  ______________________________________________________________________
 PP1937  GEOID HEIGHT    -        -27.125 (meters)                     GEOID18
 PP1937  DYNAMIC HEIGHT  -        286.193 (meters)      938.95  (feet) COMP
 PP1937  MODELED GRAVITY -    980,558.5   (mgal)                       NAVD 88
 PP1937
 PP1937  VERT ORDER      -  SECOND    CLASS 0
 PP1937
 PP1937.The horizontal coordinates were scaled from a map and have
 PP1937.an estimated accuracy of +/- 6 seconds.
 PP1937
 PP1937.The orthometric height was determined by differential leveling and
 PP1937.adjusted by the NATIONAL GEODETIC SURVEY
 PP1937.in June 1991.
 PP1937
 PP1937.Significant digits in the geoid height do not necessarily reflect accuracy.
 PP1937.GEOID18 height accuracy estimate available here.
 PP1937
 PP1937.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK420721(NAD 83)
 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
 PP1937.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PP1937.See file dsdata.pdf to determine how the superseded data were derived.
 PP1937
 PP1937_MARKER: DB = BENCH MARK DISK
 PP1937_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 PP1937_SP_SET: ABUTMENT
 PP1937_STAMPING: 2704-H 1968
 PP1937_MARK LOGO: MNHD
 PP1937_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PP1937
 PP1937  HISTORY     - Date     Condition        Report By
 PP1937  HISTORY     - 1968     MONUMENTED       MNHD
 PP1937  HISTORY     - 1972     GOOD             MNDT
 PP1937  HISTORY     - 1973     GOOD             LOCSUR
 PP1937  HISTORY     - 1985     GOOD             USPSQD
 PP1937  HISTORY     - 1985     GOOD             USPSQD
 PP1937  HISTORY     - 20021016 MARK NOT FOUND   USPSQD
 PP1937  HISTORY     - 20070730 MARK NOT FOUND   MNDT
 PP1937  HISTORY     - 20080402 MARK NOT FOUND   MNDT
 PP1937
 PP1937                          STATION DESCRIPTION
 PP1937
 PP1937'DESCRIBED BY MN DEPT OF TRANSP 1972
 PP1937'0.65 MILES EAST ALONG T.H. 7 FROM THE JUNCTION OF T.H. 7 AND COUNTY
 PP1937'ROAD 92 IN ST. BONIFACIUS, 0.4 MILES EAST OF THE BURLINGTON NORTHERN
 PP1937'RAILROAD CROSSING, IN THE SOUTHEAST CORNER (ABUTMENT) OF BRIDGE NO.
 PP1937'6714, T.H. 7 OVER SIX MILE CREEK AT T.H. 7 MILE POINT 173.7.  NE 1/4,
 PP1937'SEC 32, T 117, R 24.
 PP1937
 PP1937                          STATION RECOVERY (1973)
 PP1937
 PP1937'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1973
 PP1937'RECOVERED IN GOOD CONDITION.
 PP1937
 PP1937                          STATION RECOVERY (1985)
 PP1937
 PP1937'RECOVERY NOTE BY US POWER SQUADRON 1985
 PP1937'RECOVERED IN GOOD CONDITION.
 PP1937
 PP1937                          STATION RECOVERY (1985)
 PP1937
 PP1937'RECOVERY NOTE BY US POWER SQUADRON 1985
 PP1937'RECOVERED IN GOOD CONDITION.
 PP1937
 PP1937                          STATION RECOVERY (2002)
 PP1937
 PP1937'RECOVERY NOTE BY US POWER SQUADRON 2002 (SL)
 PP1937'NEW BRIDGE AUGUST 2002, NO MARKER
 PP1937
 PP1937                          STATION RECOVERY (2007)
 PP1937
 PP1937'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (PJG)
 PP1937'THE MARK WAS NOT RECOVERED.
 PP1937
 PP1937                          STATION RECOVERY (2008)
 PP1937
 PP1937'RECOVERY NOTE BY MN DEPT OF TRANSP 2008 (DAS)
 PP1937'THE MARK WAS NOT RECOVERED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 AE6374 ***********************************************************************
 AE6374  DESIGNATION -  2704 K
 AE6374  PID         -  AE6374
 AE6374  STATE/COUNTY-  MN/HENNEPIN
 AE6374  COUNTRY     -  US
 AE6374  USGS QUAD   -  MOUND (2019)
 AE6374
 AE6374                         *CURRENT SURVEY CONTROL
 AE6374  ______________________________________________________________________
 AE6374* NAD 83(1986) POSITION- 44 53 27.50   (N) 093 41 53.31   (W)   HD_HELD1
 AE6374* NAVD 88 ORTHO HEIGHT -   318.016 (meters)     1043.36  (feet) ADJUSTED
 AE6374  ______________________________________________________________________
 AE6374  GEOID HEIGHT    -        -27.010 (meters)                     GEOID18
 AE6374  DYNAMIC HEIGHT  -        318.004 (meters)     1043.32  (feet) COMP
 AE6374  MODELED GRAVITY -    980,568.8   (mgal)                       NAVD 88
 AE6374
 AE6374  VERT ORDER      -  SECOND    CLASS I
 AE6374
 AE6374.The horizontal coordinates were determined by differentially corrected
 AE6374.hand held GPS observations or other comparable positioning techniques
 AE6374.and have an estimated accuracy of +/- 3 meters.
 AE6374
 AE6374.The orthometric height was determined by differential leveling and
 AE6374.adjusted by the NATIONAL GEODETIC SURVEY
 AE6374.in May 2020.
 AE6374
 AE6374.Significant digits in the geoid height do not necessarily reflect accuracy.
 AE6374.GEOID18 height accuracy estimate available here.
 AE6374
 AE6374.Click photographs - Photos may exist for this station.
 AE6374
 AE6374.The dynamic height is computed by dividing the NAVD 88
 AE6374.geopotential number by the normal gravity value computed on the
 AE6374.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE6374.degrees latitude (g = 980.6199 gals.).
 AE6374
 AE6374.The modeled gravity was interpolated from observed gravity values.
 AE6374
 AE6374;                    North         East    Units  Estimated Accuracy
 AE6374;SPC MN S     -   310,155.0     823,844.3     MT  (+/- 3 meters HH1 GPS) 
 AE6374
 AE6374_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK4487171075(NAD 83)
 AE6374
 AE6374                          SUPERSEDED SURVEY CONTROL
 AE6374
 AE6374  NAVD 88 (08/01/13)  318.035  (m)         1043.42   (f) SUPERSEDED  2 1
 AE6374  NAVD 88 (11/23/99)  318.028  (m)         1043.40   (f) SUPERSEDED  2 2
 AE6374
 AE6374.Superseded values are not recommended for survey control.
 AE6374
 AE6374.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE6374.See file dsdata.pdf to determine how the superseded data were derived.
 AE6374
 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_MARK LOGO: MNHD
 AE6374_PROJECTION: FLUSH
 AE6374_MAGNETIC: I = MARKER IS A STEEL ROD
 AE6374_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AE6374_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AE6374+SATELLITE: SATELLITE OBSERVATIONS - July 29, 2011
 AE6374
 AE6374  HISTORY     - Date     Condition        Report By
 AE6374  HISTORY     - 1979     MONUMENTED       MNHD
 AE6374  HISTORY     - 20021015 MARK NOT FOUND   USPSQD
 AE6374  HISTORY     - 20051006 GOOD             MNDT
 AE6374  HISTORY     - 20070730 GOOD             MNDT
 AE6374  HISTORY     - 20110729 GOOD             MNDT
 AE6374
 AE6374                          STATION DESCRIPTION
 AE6374
 AE6374'DESCRIBED BY MN HIGHWAY DEPT 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 SOUTHWEST 1/4 OF SECTION 34,
 AE6374'T117N, R24W.  IT 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.  IT IS BURIED 2 INCHES
 AE6374'BELOW THE SURFACE OF THE GROUND.
 AE6374
 AE6374                          STATION RECOVERY (2002)
 AE6374
 AE6374'RECOVERY NOTE BY US POWER SQUADRON 2002 (SL)
 AE6374'MARK NOT FOUND.
 AE6374
 AE6374                          STATION RECOVERY (2005)
 AE6374
 AE6374'RECOVERY NOTE BY MN DEPT OF TRANSP 2005 (MPP)
 AE6374'RECOVERED AS DESCRIBED.
 AE6374
 AE6374                          STATION RECOVERY (2007)
 AE6374
 AE6374'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (PJG)
 AE6374'THE MARK IS LOCATED ABOUT 5.2 MI (8.4 KM) EAST-NORTHEAST OF WACONIA,
 AE6374'3.5 MI (5.6 KM) SOUTH-SOUTHWEST OF MOUND AND 2.9 MI (4.7 KM) NORTHWEST
 AE6374'OF VICTORIA.
 AE6374'
 AE6374'TO REACH GO 2.6 MI (4.2 KM) SOUTHEAST OF ST BONIFACIUS, 2.6 MI (4.2
 AE6374'KM) EAST OF THE JUNCTION OF TRUNK HIGHWAY 7 AND COUNTY ROAD 92, 1.7 MI
 AE6374'(2.7 KM) WEST OF THE JUNCTION OF TRUNK HIGHWAY 7 AND COUNTY ROAD 44,
 AE6374'0.4 MI (0.6 KM) EAST OF THE JUNCTION OF TRUNK HIGHWAY 7 AND COUNTY
 AE6374'ROAD 11, 156 FT (47.5 M) EAST OF FARM ENTRANCE, 59 FT (18.0 M) SOUTH
 AE6374'OF TRUNK HIGHWAY 7, AT TRUNK HIGHWAY 7 MILE POINT 175.7, 1.0 FT (0.3
 AE6374'M) NORTH OF A WITNESS POST.
 AE6374
 AE6374                          STATION RECOVERY (2011)
 AE6374
 AE6374'RECOVERY NOTE BY MN DEPT OF TRANSP 2011 (AKJ)
 AE6374'NOTE-THE MARK WAS INSTALLED IN 1978 AND STAMPED IN 1979 WHEN FIRST
 AE6374'SURVEYED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 AE6375 ***********************************************************************
 AE6375  DESIGNATION -  2704 L
 AE6375  PID         -  AE6375
 AE6375  STATE/COUNTY-  MN/HENNEPIN
 AE6375  COUNTRY     -  US
 AE6375  USGS QUAD   -  MOUND (2019)
 AE6375
 AE6375                         *CURRENT SURVEY CONTROL
 AE6375  ______________________________________________________________________
 AE6375* NAD 83(1986) POSITION- 44 53 28.7    (N) 093 41 21.8    (W)   HD_HELD2
 AE6375* NAVD 88 ORTHO HEIGHT -   301.774 (meters)      990.07  (feet) ADJUSTED
 AE6375  ______________________________________________________________________
 AE6375  GEOID HEIGHT    -        -26.988 (meters)                     GEOID18
 AE6375  DYNAMIC HEIGHT  -        301.762 (meters)      990.03  (feet) COMP
 AE6375  MODELED GRAVITY -    980,571.0   (mgal)                       NAVD 88
 AE6375
 AE6375  VERT ORDER      -  SECOND    CLASS I
 AE6375
 AE6375.The horizontal coordinates were established by autonomous hand held GPS
 AE6375.observations and have an estimated accuracy of +/- 10 meters.
 AE6375
 AE6375.The orthometric height was determined by differential leveling and
 AE6375.adjusted by the NATIONAL GEODETIC SURVEY
 AE6375.in May 2020.
 AE6375
 AE6375.Significant digits in the geoid height do not necessarily reflect accuracy.
 AE6375.GEOID18 height accuracy estimate available here.
 AE6375
 AE6375.Click photographs - Photos may exist for this station.
 AE6375
 AE6375.The dynamic height is computed by dividing the NAVD 88
 AE6375.geopotential number by the normal gravity value computed on the
 AE6375.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE6375.degrees latitude (g = 980.6199 gals.).
 AE6375
 AE6375.The modeled gravity was interpolated from observed gravity values.
 AE6375
 AE6375;                    North         East    Units  Estimated Accuracy
 AE6375;SPC MN S     -   310,195.      824,536.      MT  (+/- 10 meters HH2 GPS)
 AE6375
 AE6375_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK4556271107(NAD 83)
 AE6375
 AE6375                          SUPERSEDED SURVEY CONTROL
 AE6375
 AE6375  NAVD 88 (08/01/13)  301.791  (m)          990.13   (f) SUPERSEDED  2 1
 AE6375  NAVD 88 (11/23/99)  301.786  (m)          990.11   (f) SUPERSEDED  2 2
 AE6375
 AE6375.Superseded values are not recommended for survey control.
 AE6375
 AE6375.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE6375.See file dsdata.pdf to determine how the superseded data were derived.
 AE6375
 AE6375_MARKER: DV = VERTICAL CONTROL DISK
 AE6375_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 AE6375+WITH SETTING: INTO GROUND
 AE6375_STAMPING: 2704 L 1979
 AE6375_MARK LOGO: MNHD
 AE6375_PROJECTION: RECESSED 8 CENTIMETERS
 AE6375_MAGNETIC: I = MARKER IS A STEEL ROD
 AE6375_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AE6375_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AE6375+SATELLITE: SATELLITE OBSERVATIONS - July 29, 2011
 AE6375
 AE6375  HISTORY     - Date     Condition        Report By
 AE6375  HISTORY     - 1979     MONUMENTED       MNHD
 AE6375  HISTORY     - 20070730 MARK NOT FOUND   MNDT
 AE6375  HISTORY     - 20110729 GOOD             MNDT
 AE6375
 AE6375                          STATION DESCRIPTION
 AE6375
 AE6375'DESCRIBED BY MN HIGHWAY DEPT 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'SOUTHEAST 1/4 OF SECTION 34, T117N, R24W.  IT 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.  IT IS BURIED 0.5 FOOT BELOW
 AE6375'THE SURFACE OF THE GROUND.
 AE6375
 AE6375                          STATION RECOVERY (2007)
 AE6375
 AE6375'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (PJG)
 AE6375'THE MARK IS LOCATED ABOUT 5.6 MI (9.0 KM) EAST-NORTHEAST OF WACONIA,
 AE6375'3.3 MI (5.3 KM) SOUTH-SOUTHWEST OF MOUND AND 2.6 MI (4.2 KM)
 AE6375'NORTH-NORTHWEST OF VICTORIA.
 AE6375'
 AE6375'TO REACH GO 3.0 MI (4.8 KM) SOUTHEAST OF SAINT BONIFACIUS, 3.0 MI (4.8
 AE6375'KM) EAST OF THE JUNCTION OF TRUNK HIGHWAY 7 AND COUNTY ROAD 92, 1.3 MI
 AE6375'(2.1 KM) WEST OF THE JUNCTION OF TRUNK HIGHWAY 7 AND COUNTY ROAD 11,
 AE6375'54 FT (16.5 M) SOUTH OF TRUNK HIGHWAY 7, AT TRUNK HIGHWAY 7 MILE POINT
 AE6375'176.1, 1.0 FT (0.3 M) NORTH OF A WITNESS POST.
 AE6375
 AE6375                          STATION RECOVERY (2011)
 AE6375
 AE6375'RECOVERY NOTE BY MN DEPT OF TRANSP 2011 (AKJ)
 AE6375'THE VERTICAL CONTROL MARK IS LOCATED ABOUT 5.5 MI (8.8 KM)
 AE6375'EAST-NORTHEAST OF WACONIA, 3.3 MI (5.3 KM) SOUTH-SOUTHWEST OF MOUND
 AE6375'AND 2.6 MI (4.2 KM) NORTH-NORTHWEST OF VICTORIA.
 AE6375'
 AE6375'3.0 MILES SOUTHEAST OF SAINT BONIFACIUS, 3.0 MI (4.8 KM) EAST ALONG
 AE6375'TRUNK HIGHWAY 7 FROM THE JUNCTION OF TRUNK HIGHWAY 7 AND COUNTY ROAD
 AE6375'92 IN SAINT BONIFACIUS, AT TRUNK HIGHWAY 7 MILE POINT 176.1.
 AE6375'
 AE6375'THE VERTICAL CONTROL MARK IS FOUND 54.0 FT (16.5 M) SOUTH OF TRUNK
 AE6375'HIGHWAY 7 AND 1.0 FT (0.3 M) NORTH OF A WITNESS POST.
 AE6375'
 AE6375'NOTE-ROD DEPTH IS REPORTED TO BE 8 FT (2.4 M), THE MARK WAS INSTALLED
 AE6375'IN 1978 AND STAMPED IN 1979 WHEN FIRST SURVEYED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 AE6376 ***********************************************************************
 AE6376  DESIGNATION -  2704 M
 AE6376  PID         -  AE6376
 AE6376  STATE/COUNTY-  MN/HENNEPIN
 AE6376  COUNTRY     -  US
 AE6376  USGS QUAD   -  MOUND (2019)
 AE6376
 AE6376                         *CURRENT SURVEY CONTROL
 AE6376  ______________________________________________________________________
 AE6376* NAD 83(1986) POSITION- 44 53 31.     (N) 093 40 56.     (W)   SCALED
 AE6376* NAVD 88 ORTHO HEIGHT -   297.639 (meters)      976.50  (feet) ADJUSTED
 AE6376  ______________________________________________________________________
 AE6376  GEOID HEIGHT    -        -26.973 (meters)                     GEOID18
 AE6376  DYNAMIC HEIGHT  -        297.628 (meters)      976.47  (feet) COMP
 AE6376  MODELED GRAVITY -    980,572.4   (mgal)                       NAVD 88
 AE6376
 AE6376  VERT ORDER      -  SECOND    CLASS II
 AE6376
 AE6376.The horizontal coordinates were scaled from a map and have
 AE6376.an estimated accuracy of +/- 6 seconds.
 AE6376
 AE6376.The orthometric height was determined by differential leveling and
 AE6376.adjusted by the NATIONAL GEODETIC SURVEY
 AE6376.in November 1999.
 AE6376
 AE6376.Significant digits in the geoid height do not necessarily reflect accuracy.
 AE6376.GEOID18 height accuracy estimate available here.
 AE6376
 AE6376.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK461711(NAD 83)
 AE6376
 AE6376                          SUPERSEDED SURVEY CONTROL
 AE6376
 AE6376.No superseded survey control is available for this station.
 AE6376
 AE6376_MARKER: DV = VERTICAL CONTROL DISK
 AE6376_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 AE6376_STAMPING: 2704 M 1979
 AE6376_MARK LOGO: MNHD
 AE6376_MAGNETIC: I = MARKER IS A STEEL ROD
 AE6376_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AE6376
 AE6376  HISTORY     - Date     Condition        Report By
 AE6376  HISTORY     - 1979     MONUMENTED       MNHD
 AE6376  HISTORY     - 20021015 MARK NOT FOUND   USPSQD
 AE6376  HISTORY     - 20070730 MARK NOT FOUND   MNDT
 AE6376  HISTORY     - 20080402 MARK NOT FOUND   MNDT
 AE6376
 AE6376                          STATION DESCRIPTION
 AE6376
 AE6376'DESCRIBED BY MN HIGHWAY DEPT 1979 (EGS)
 AE6376'THE MARK IS LOCATED 3 MILES EAST OF THE TOWN OF ST BONIFACIUS, 3.4
 AE6376'MILES EASTERLY ALONG TRUNK HIGHWAY 7 FROM ITS JUNCTION WITH COUNTY
 AE6376'ROAD 92 IN ST BONIFACIUS, IS 0.9 MILE WEST ALONG HIGHWAY 7 FROM ITS
 AE6376'JUNCTION WITH COUNTY ROAD 44, IS NEAR THE NORTHWEST CORNER OF STONE
 AE6376'LAKE AND IS IN THE SW 1/4 OF SECTION 35, T117N, R24W.  THE MARK IS 35
 AE6376'FEET SOUTH OF AND ABOUT 3 FEET LOWER THAN THE CENTERLINE OF HIGHWAY 7
 AE6376'AT ENGINEERS STATION 1819+00 AND MILEPOINT 176.5 AND IS 1 FOOT NORTH
 AE6376'OF A STEEL WITNESS POST.  THE MARK, A STANDARD MNDT VERTICAL CONTROL
 AE6376'MONUMENT DISK STAMPED---2704 M 1979---, IS FASTENED TO THE TOP OF A 8
 AE6376'FOOT LONG COPPER-CLAD STEEL ROD (MAGNETIC) WITH 4 INCHES OF STEEL SIGN
 AE6376'POST BOLTED TO THE BOTTOM AND SET IN 8 INCHES OF CONCRETE IN A 6 INCH
 AE6376'DIAMETER HOLE.  THE MARK IS BURIED 3 FEET BELOW THE SURFACE OF THE
 AE6376'GROUND.
 AE6376
 AE6376                          STATION RECOVERY (2002)
 AE6376
 AE6376'RECOVERY NOTE BY US POWER SQUADRON 2002 (SL)
 AE6376'NEW CONSTRUCTION, NO WITNESS POST OR MARK
 AE6376
 AE6376                          STATION RECOVERY (2007)
 AE6376
 AE6376'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (PJG)
 AE6376'THE MARK WAS NOT RECOVERED.
 AE6376
 AE6376                          STATION RECOVERY (2008)
 AE6376
 AE6376'RECOVERY NOTE BY MN DEPT OF TRANSP 2008 (DAS)
 AE6376'THE MARK WAS NOT RECOVERED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 AE6377 ***********************************************************************
 AE6377  DESIGNATION -  2704 N
 AE6377  PID         -  AE6377
 AE6377  STATE/COUNTY-  MN/HENNEPIN
 AE6377  COUNTRY     -  US
 AE6377  USGS QUAD   -  MOUND (2019)
 AE6377
 AE6377                         *CURRENT SURVEY CONTROL
 AE6377  ______________________________________________________________________
 AE6377* NAD 83(1986) POSITION- 44 53 30.13   (N) 093 40 21.95   (W)   HD_HELD1
 AE6377* NAVD 88 ORTHO HEIGHT -   297.770 (meters)      976.93  (feet) ADJUSTED
 AE6377  ______________________________________________________________________
 AE6377  GEOID HEIGHT    -        -26.949 (meters)                     GEOID18
 AE6377  DYNAMIC HEIGHT  -        297.760 (meters)      976.90  (feet) COMP
 AE6377  MODELED GRAVITY -    980,574.6   (mgal)                       NAVD 88
 AE6377
 AE6377  VERT ORDER      -  SECOND    CLASS I
 AE6377
 AE6377.The horizontal coordinates were determined by differentially corrected
 AE6377.hand held GPS observations or other comparable positioning techniques
 AE6377.and have an estimated accuracy of +/- 3 meters.
 AE6377
 AE6377.The orthometric height was determined by differential leveling and
 AE6377.adjusted by the NATIONAL GEODETIC SURVEY
 AE6377.in May 2020.
 AE6377
 AE6377.Significant digits in the geoid height do not necessarily reflect accuracy.
 AE6377.GEOID18 height accuracy estimate available here.
 AE6377
 AE6377.Click photographs - Photos may exist for this station.
 AE6377
 AE6377.The dynamic height is computed by dividing the NAVD 88
 AE6377.geopotential number by the normal gravity value computed on the
 AE6377.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE6377.degrees latitude (g = 980.6199 gals.).
 AE6377
 AE6377.The modeled gravity was interpolated from observed gravity values.
 AE6377
 AE6377;                    North         East    Units  Estimated Accuracy
 AE6377;SPC MN S     -   310,243.9     825,848.6     MT  (+/- 3 meters HH1 GPS) 
 AE6377
 AE6377_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK4687671140(NAD 83)
 AE6377
 AE6377                          SUPERSEDED SURVEY CONTROL
 AE6377
 AE6377  NAVD 88 (08/01/13)  297.785  (m)          976.98   (f) SUPERSEDED  2 1
 AE6377  NAVD 88 (11/23/99)  297.780  (m)          976.97   (f) SUPERSEDED  2 2
 AE6377
 AE6377.Superseded values are not recommended for survey control.
 AE6377
 AE6377.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE6377.See file dsdata.pdf to determine how the superseded data were derived.
 AE6377
 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_MARK LOGO: MNHD
 AE6377_PROJECTION: RECESSED 5 CENTIMETERS
 AE6377_MAGNETIC: I = MARKER IS A STEEL ROD
 AE6377_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AE6377_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AE6377+SATELLITE: SATELLITE OBSERVATIONS - August 01, 2011
 AE6377
 AE6377  HISTORY     - Date     Condition        Report By
 AE6377  HISTORY     - 1979     MONUMENTED       MNHD
 AE6377  HISTORY     - 20021015 MARK NOT FOUND   USPSQD
 AE6377  HISTORY     - 20070730 GOOD             MNDT
 AE6377  HISTORY     - 20110801 GOOD             MNDT
 AE6377
 AE6377                          STATION DESCRIPTION
 AE6377
 AE6377'DESCRIBED BY MN HIGHWAY DEPT 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
 AE6377
 AE6377                          STATION RECOVERY (2007)
 AE6377
 AE6377'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (PJG)
 AE6377'THE MARK IS LOCATED ABOUT 5.3 MI (8.5 KM) WEST OF EXCELSIOR, 3.1 MI
 AE6377'(5.0 KM) SOUTH OF MOUND AND 2.3 MI (3.7 KM) NORTH-NORTHWEST OF
 AE6377'VICTORIA.
 AE6377'
 AE6377'TO REACH TO THE POINT GO 3.85 MI (6.2 KM) SOUTHEAST OF SAINT
 AE6377'BONIFACIUS, 3.85 MI (6.2 KM) EAST ALONG TRUNK HIGHWAY 7 FROM THE
 AE6377'JUNCTION OF TRUNK HIGHWAY 7 AND COUNTY ROAD 92, 0.4 MI (0.6 KM) WEST
 AE6377'ALONG TRUNK HIGHWAY 7 FROM THE JUNCTION OF TRUNK HIGHWAY 7 AND COUNTY
 AE6377'ROAD 44, 550 FT (167.6 M) EAST OF A FIELD ENTRANCE SOUTH, 48 FT (14.6
 AE6377'M) SOUTH OF TRUNK HIGHWAY 7, AT TRUNK HIGHWAY 7 MILE POINT 176.95, 1.0
 AE6377'FT (0.3 M) NORTH OF A WITNESS POST, NEAR NORTHEAST CORNER OF STONE
 AE6377'LAKE.
 AE6377
 AE6377                          STATION RECOVERY (2011)
 AE6377
 AE6377'RECOVERY NOTE BY MN DEPT OF TRANSP 2011 (AKJ)
 AE6377'NOTE-ROD DEPTH IS REPORTED TO BE 8 FEET.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DO5278 ***********************************************************************
 DO5278  DESIGNATION -  2704 Q
 DO5278  PID         -  DO5278
 DO5278  STATE/COUNTY-  MN/HENNEPIN
 DO5278  COUNTRY     -  US
 DO5278  USGS QUAD   -  MOUND (2019)
 DO5278
 DO5278                         *CURRENT SURVEY CONTROL
 DO5278  ______________________________________________________________________
 DO5278* NAD 83(1986) POSITION- 44 53 33.42   (N) 093 40 42.11   (W)   HD_HELD1
 DO5278* NAVD 88 ORTHO HEIGHT -   290.680 (meters)      953.67  (feet) ADJUSTED
 DO5278  ______________________________________________________________________
 DO5278  GEOID HEIGHT    -        -26.965 (meters)                     GEOID18
 DO5278  DYNAMIC HEIGHT  -        290.670 (meters)      953.64  (feet) COMP
 DO5278  MODELED GRAVITY -    980,573.0   (mgal)                       NAVD 88
 DO5278
 DO5278  VERT ORDER      -  SECOND    CLASS I
 DO5278
 DO5278.The horizontal coordinates were determined by differentially corrected
 DO5278.hand held GPS observations or other comparable positioning techniques
 DO5278.and have an estimated accuracy of +/- 3 meters.
 DO5278
 DO5278.The orthometric height was determined by differential leveling and
 DO5278.adjusted by the NATIONAL GEODETIC SURVEY
 DO5278.in May 2020.
 DO5278
 DO5278.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO5278.GEOID18 height accuracy estimate available here.
 DO5278
 DO5278.Click photographs - Photos may exist for this station.
 DO5278
 DO5278.The dynamic height is computed by dividing the NAVD 88
 DO5278.geopotential number by the normal gravity value computed on the
 DO5278.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO5278.degrees latitude (g = 980.6199 gals.).
 DO5278
 DO5278.The modeled gravity was interpolated from observed gravity values.
 DO5278
 DO5278;                    North         East    Units  Estimated Accuracy
 DO5278;SPC MN S     -   310,343.7     825,405.9     MT  (+/- 3 meters HH1 GPS) 
 DO5278
 DO5278_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK4643471245(NAD 83)
 DO5278
 DO5278                          SUPERSEDED SURVEY CONTROL
 DO5278
 DO5278  NAVD 88 (08/01/13)  290.696  (m)          953.73   (f) SUPERSEDED  2 1
 DO5278
 DO5278.Superseded values are not recommended for survey control.
 DO5278
 DO5278.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DO5278.See file dsdata.pdf to determine how the superseded data were derived.
 DO5278
 DO5278_MARKER: F = FLANGE-ENCASED ROD
 DO5278_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DO5278_STAMPING: 2704 Q 2011
 DO5278_MARK LOGO: MNDT
 DO5278_PROJECTION: RECESSED 8 CENTIMETERS
 DO5278_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DO5278_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DO5278_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DO5278+SATELLITE: SATELLITE OBSERVATIONS - April 06, 2020
 DO5278_ROD/PIPE-DEPTH: 10.7 meters
 DO5278
 DO5278  HISTORY     - Date     Condition        Report By
 DO5278  HISTORY     - 20110908 MONUMENTED       MNDT
 DO5278  HISTORY     - 20200406 GOOD             MNDT
 DO5278
 DO5278                          STATION DESCRIPTION
 DO5278
 DO5278'DESCRIBED BY MN DEPT OF TRANSP 2011
 DO5278'THE ROD MARK IS LOCATED ABOUT 5.6 MI (9.0 KM) WEST OF EXCELSIOR, 3.1
 DO5278'MI (5.0 KM) SOUTH-SOUTHWEST OF MOUND AND 2.5 MI (4.0 KM)
 DO5278'NORTH-NORTHWEST OF VICTORIA.
 DO5278'
 DO5278'4.0 MILES SOUTHEAST OF SAINT BONIFACIUS, 3.7 MI (6.0 KM) SOUTHEAST
 DO5278'ALONG TRUNK HIGHWAY 7 FROM THE JUNCTION OF TRUNK HIGHWAY 7 AND COUNTY
 DO5278'ROAD 92 IN SAINT BONIFACIUS, AT TRUNK HIGHWAY 7 MILE POINT 176.5.
 DO5278'
 DO5278'THE ROD MARK IS 19.2 FT (5.9 M) NORTH OF TRUNK HIGHWAY 7, 35 FT (10.7
 DO5278'M) EAST OF A NO PARKING SIGN AND 1.5 FT (0.5 M) SOUTH OF A WITNESS
 DO5278'POST.
 DO5278
 DO5278                          STATION RECOVERY (2020)
 DO5278
 DO5278'RECOVERY NOTE BY MN DEPT OF TRANSP 2020 (MPP)
 DO5278'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 AE5359 ***********************************************************************
 AE5359  DESIGNATION -  2706 A 1
 AE5359  PID         -  AE5359
 AE5359  STATE/COUNTY-  MN/HENNEPIN
 AE5359  COUNTRY     -  US
 AE5359  USGS QUAD   -  HOPKINS (2019)
 AE5359
 AE5359                         *CURRENT SURVEY CONTROL
 AE5359  ______________________________________________________________________
 AE5359* NAD 83(1986) POSITION- 44 56 04.33   (N) 093 23 22.86   (W)   HD_HELD1
 AE5359* NAVD 88 ORTHO HEIGHT -   277.806 (meters)      911.44  (feet) ADJUSTED
 AE5359  ______________________________________________________________________
 AE5359  GEOID HEIGHT    -        -26.962 (meters)                     GEOID18
 AE5359  DYNAMIC HEIGHT  -        277.800 (meters)      911.42  (feet) COMP
 AE5359  MODELED GRAVITY -    980,586.5   (mgal)                       NAVD 88
 AE5359
 AE5359  VERT ORDER      -  SECOND    CLASS I
 AE5359
 AE5359.The horizontal coordinates were determined by differentially corrected
 AE5359.hand held GPS observations or other comparable positioning techniques
 AE5359.and have an estimated accuracy of +/- 3 meters.
 AE5359
 AE5359.The orthometric height was determined by differential leveling and
 AE5359.adjusted by the NATIONAL GEODETIC SURVEY
 AE5359.in September 2013.
 AE5359
 AE5359.No vertical observational check was made to the station.
 AE5359
 AE5359.Significant digits in the geoid height do not necessarily reflect accuracy.
 AE5359.GEOID18 height accuracy estimate available here.
 AE5359
 AE5359.Click photographs - Photos may exist for this station.
 AE5359
 AE5359.The dynamic height is computed by dividing the NAVD 88
 AE5359.geopotential number by the normal gravity value computed on the
 AE5359.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE5359.degrees latitude (g = 980.6199 gals.).
 AE5359
 AE5359.The modeled gravity was interpolated from observed gravity values.
 AE5359
 AE5359;                    North         East    Units  Estimated Accuracy
 AE5359;SPC MN S     -   315,131.9     848,173.5     MT  (+/- 3 meters HH1 GPS) 
 AE5359
 AE5359_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK6925275752(NAD 83)
 AE5359
 AE5359                          SUPERSEDED SURVEY CONTROL
 AE5359
 AE5359  NAVD 88 (11/23/99)  277.807  (m)          911.44   (f) SUPERSEDED  2 2
 AE5359
 AE5359.Superseded values are not recommended for survey control.
 AE5359
 AE5359.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE5359.See file dsdata.pdf to determine how the superseded data were derived.
 AE5359
 AE5359_MARKER: DB = BENCH MARK DISK
 AE5359_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 AE5359_SP_SET: BRIDGE ABUTMENT WINGWALL
 AE5359_STAMPING: 2706 A 1 1980
 AE5359_MARK LOGO: MNHD
 AE5359_MAGNETIC: N = NO MAGNETIC MATERIAL
 AE5359_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AE5359_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AE5359+SATELLITE: SATELLITE OBSERVATIONS - April 05, 2012
 AE5359
 AE5359  HISTORY     - Date     Condition        Report By
 AE5359  HISTORY     - 1980     MONUMENTED       MNHD
 AE5359  HISTORY     - 20071016 GOOD             USPSQD
 AE5359  HISTORY     - 20120405 GOOD             MNDT
 AE5359
 AE5359                          STATION DESCRIPTION
 AE5359
 AE5359'DESCRIBED BY MN HIGHWAY DEPT 1980 (EGS)
 AE5359'THE MARK IS LOCATED IN THE TOWN OF ST LOUIS PARK, ABOUT 100 FEET SOUTH
 AE5359'OF TRUNK HIGHWAY 7 AT MINNEHAHA CREEK, WHICH IS 2.2 MILES WEST OF ITS
 AE5359'JUNCTION WITH TRUNK HIGHWAY 100 AND IS IN THE NE 1/4 OF SECTION 19,
 AE5359'T117N, R21W.  THE MARK, A STANDARD MNDT BENCH MARK DISK STAMPED---2706
 AE5359'A 1 1979---, IS SET IN THE SOUTHEAST CORNER OF BRIDGE NUMBER 27574
 AE5359'(CAMBRIDGE STREET OVER MINNEHAHA CREEK).
 AE5359
 AE5359                          STATION RECOVERY (2007)
 AE5359
 AE5359'RECOVERY NOTE BY US POWER SQUADRON 2007 (REA)
 AE5359'MARK IS LOCATED IN CITY OF HOPKINS, MN NOT ST. LOUIS PARK.
 AE5359
 AE5359                          STATION RECOVERY (2012)
 AE5359
 AE5359'RECOVERY NOTE BY MN DEPT OF TRANSP 2012 (KMS)
 AE5359'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 AE5360 ***********************************************************************
 AE5360  DESIGNATION -  2706 A 2
 AE5360  PID         -  AE5360
 AE5360  STATE/COUNTY-  MN/HENNEPIN
 AE5360  COUNTRY     -  US
 AE5360  USGS QUAD   -  HOPKINS (2019)
 AE5360
 AE5360                         *CURRENT SURVEY CONTROL
 AE5360  ______________________________________________________________________
 AE5360* NAD 83(1986) POSITION- 44 55 55.     (N) 093 23 07.     (W)   SCALED
 AE5360* NAVD 88 ORTHO HEIGHT -   277.851 (meters)      911.58  (feet) ADJUSTED
 AE5360  ______________________________________________________________________
 AE5360  GEOID HEIGHT    -        -26.968 (meters)                     GEOID18
 AE5360  DYNAMIC HEIGHT  -        277.845 (meters)      911.56  (feet) COMP
 AE5360  MODELED GRAVITY -    980,585.6   (mgal)                       NAVD 88
 AE5360
 AE5360  VERT ORDER      -  SECOND    CLASS II
 AE5360
 AE5360.The horizontal coordinates were scaled from a map and have
 AE5360.an estimated accuracy of +/- 6 seconds.
 AE5360
 AE5360.The orthometric height was determined by differential leveling and
 AE5360.adjusted by the NATIONAL GEODETIC SURVEY
 AE5360.in November 1999.
 AE5360
 AE5360.Significant digits in the geoid height do not necessarily reflect accuracy.
 AE5360.GEOID18 height accuracy estimate available here.
 AE5360
 AE5360.Click photographs - Photos may exist for this station.
 AE5360
 AE5360.The dynamic height is computed by dividing the NAVD 88
 AE5360.geopotential number by the normal gravity value computed on the
 AE5360.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE5360.degrees latitude (g = 980.6199 gals.).
 AE5360
 AE5360.The modeled gravity was interpolated from observed gravity values.
 AE5360
 AE5360;                    North         East    Units  Estimated Accuracy
 AE5360;SPC MN S     -   314,850.      848,520.      MT  (+/- 180 meters Scaled)
 AE5360
 AE5360_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK695754(NAD 83)
 AE5360
 AE5360                          SUPERSEDED SURVEY CONTROL
 AE5360
 AE5360.No superseded survey control is available for this station.
 AE5360
 AE5360_MARKER: DB = BENCH MARK DISK
 AE5360_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 AE5360_SP_SET: BRIDGE ABUTMENT
 AE5360_STAMPING: 2706 A 2 1980
 AE5360_MARK LOGO: MNHD
 AE5360_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AE5360_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AE5360_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE5360+SATELLITE: SATELLITE OBSERVATIONS - November 14, 2011
 AE5360
 AE5360  HISTORY     - Date     Condition        Report By
 AE5360  HISTORY     - 1980     MONUMENTED       MNHD
 AE5360  HISTORY     - 20051101 GOOD             USPSQD
 AE5360  HISTORY     - 20070912 GOOD             MNDT
 AE5360  HISTORY     - 20111114 GOOD             MNDT
 AE5360
 AE5360                          STATION DESCRIPTION
 AE5360
 AE5360'DESCRIBED BY MN HIGHWAY DEPT 1980 (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 IS SET IN THE SOUTHEAST CORNER OF BRIDGE NUMBER 27617
 AE5360'(BLAKE ROAD OVER MINNEHAHA CREEK).
 AE5360
 AE5360                          STATION RECOVERY (2005)
 AE5360
 AE5360'RECOVERY NOTE BY US POWER SQUADRON 2005 (REA)
 AE5360'RECOVERED IN GOOD CONDITION.
 AE5360
 AE5360                          STATION RECOVERY (2007)
 AE5360
 AE5360'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (WEF)
 AE5360'THE MARK IS LOCATED ABOUT 6.8 MI (10.9 KM) WEST-SOUTHWEST OF
 AE5360'MINNEAPOLIS, 6.8 MI (10.9 KM) NORTHEAST OF EDEN PRAIRIE AND 3.8 MI
 AE5360'(6.1 KM) EAST OF HOPKINS.
 AE5360'
 AE5360'TO REACH TO THE POINT IN SAINT LOUIS PARK, GO 2 MI (3.2 KM) WEST ALONG
 AE5360'HIGHWAY 7 FROM ITS JUNCTION WITH TRUNK HIGHWAY 100, 0.4 MI (0.6 KM)
 AE5360'SOUTH OF THE JUNCTION OF TRUNK HIGHWAY 7 AND BLAKE ROAD ALONG BLAKE
 AE5360'ROAD, IN SOUTHEAST CORNER OF BLAKE ROAD BRIDGE 27617 OVER MINNEHAHA
 AE5360'CREEK.
 AE5360
 AE5360                          STATION RECOVERY (2011)
 AE5360
 AE5360'RECOVERY NOTE BY MN DEPT OF TRANSP 2011 (AKJ)
 AE5360'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DO5024 ***********************************************************************
 DO5024  DESIGNATION -  2706 A RESET
 DO5024  PID         -  DO5024
 DO5024  STATE/COUNTY-  MN/HENNEPIN
 DO5024  COUNTRY     -  US
 DO5024  USGS QUAD   -  HOPKINS (2019)
 DO5024
 DO5024                         *CURRENT SURVEY CONTROL
 DO5024  ______________________________________________________________________
 DO5024* NAD 83(1986) POSITION- 44 56 05.62   (N) 093 23 23.45   (W)   HD_HELD1
 DO5024* NAVD 88 ORTHO HEIGHT -   278.450 (meters)      913.55  (feet) ADJUSTED
 DO5024  ______________________________________________________________________
 DO5024  GEOID HEIGHT    -        -26.962 (meters)                     GEOID18
 DO5024  DYNAMIC HEIGHT  -        278.444 (meters)      913.53  (feet) COMP
 DO5024  MODELED GRAVITY -    980,586.5   (mgal)                       NAVD 88
 DO5024
 DO5024  VERT ORDER      -  SECOND    CLASS I
 DO5024
 DO5024.The horizontal coordinates were determined by differentially corrected
 DO5024.hand held GPS observations or other comparable positioning techniques
 DO5024.and have an estimated accuracy of +/- 3 meters.
 DO5024
 DO5024.The orthometric height was determined by differential leveling and
 DO5024.adjusted by the NATIONAL GEODETIC SURVEY
 DO5024.in September 2013.
 DO5024
 DO5024.No vertical observational check was made to the station.
 DO5024
 DO5024.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO5024.GEOID18 height accuracy estimate available here.
 DO5024
 DO5024.Click photographs - Photos may exist for this station.
 DO5024
 DO5024.The dynamic height is computed by dividing the NAVD 88
 DO5024.geopotential number by the normal gravity value computed on the
 DO5024.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO5024.degrees latitude (g = 980.6199 gals.).
 DO5024
 DO5024.The modeled gravity was interpolated from observed gravity values.
 DO5024
 DO5024;                    North         East    Units  Estimated Accuracy
 DO5024;SPC MN S     -   315,171.6     848,160.2     MT  (+/- 3 meters HH1 GPS) 
 DO5024
 DO5024_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK6923975791(NAD 83)
 DO5024
 DO5024                          SUPERSEDED SURVEY CONTROL
 DO5024
 DO5024.No superseded survey control is available for this station.
 DO5024
 DO5024_MARKER: DV = VERTICAL CONTROL DISK
 DO5024_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DO5024_SP_SET: ABUTMENT
 DO5024_STAMPING: 2706 A
 DO5024_MARK LOGO: MNHD
 DO5024_MAGNETIC: N = NO MAGNETIC MATERIAL
 DO5024_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DO5024_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DO5024+SATELLITE: SATELLITE OBSERVATIONS - April 01, 1981
 DO5024
 DO5024  HISTORY     - Date     Condition        Report By
 DO5024  HISTORY     - 19810401 MONUMENTED       MNHD
 DO5024
 DO5024                          STATION DESCRIPTION
 DO5024
 DO5024'DESCRIBED BY MN HIGHWAY DEPT 1981 (KMS)
 DO5024'THE VERTICAL CONTROL MARK IS LOCATED ABOUT 11.2 KM (7.0 MI)
 DO5024'WEST-SOUTHWEST OF MINNEAPOLIS, 11.0 KM (6.8 MI) NORTHEAST OF EDEN
 DO5024'PRAIRIE AND 5.8 KM (3.6 MI) EAST OF HOPKINS.
 DO5024'
 DO5024'IN MINNETONKA, 3.2 MI (5.1 KM) WEST ALONG TRUNK HIGHWAY 7 FROM THE
 DO5024'JUNCTION OF I-494 AND TRUNK HIGHWAY 7 TO TRUNK HIGHWAY 7 MILE POINT
 DO5024'192.05.
 DO5024'
 DO5024'THE VERTICAL CONTROL MARK IS FOUND IN THE SOUTHEAST CORNER OF TRUNK
 DO5024'HIGHWAY 7 BRIDGE NUMBER 27193 OVER MINNEHAHA CREEK, 0.25 MI (0.4 KM)
 DO5024'EAST OF THE TRUNK HIGHWAY 7 OVERPASS OVER TRUNK HIGHWAY 169.
 DO5024'
 DO5024'NOTE-THIS VERTICAL CONTROL MARK WAS RESET WHEN THE BRIDGE WAS REPLACED
 DO5024'IN 1981.  THIS VERTICAL CONTROL MARK WAS INCORRECTLY STAMPED WITH THE
 DO5024'REPLACED MARK'S STAMPING THAT EXCLUDES THE TERMINAL -RESET-.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 AE5364 ***********************************************************************
 AE5364  DESIGNATION -  2706 AA
 AE5364  PID         -  AE5364
 AE5364  STATE/COUNTY-  MN/HENNEPIN
 AE5364  COUNTRY     -  US
 AE5364  USGS QUAD   -  MINNEAPOLIS SOUTH (2019)
 AE5364
 AE5364                         *CURRENT SURVEY CONTROL
 AE5364  ______________________________________________________________________
 AE5364* NAD 83(1986) POSITION- 44 56 16.8    (N) 093 21 45.3    (W)   HD_HELD2
 AE5364* NAVD 88 ORTHO HEIGHT -   282.856 (meters)      928.00  (feet) ADJUSTED
 AE5364  ______________________________________________________________________
 AE5364  GEOID HEIGHT    -        -27.002 (meters)                     GEOID18
 AE5364  DYNAMIC HEIGHT  -        282.849 (meters)      927.98  (feet) COMP
 AE5364  MODELED GRAVITY -    980,583.5   (mgal)                       NAVD 88
 AE5364
 AE5364  VERT ORDER      -  SECOND    CLASS II
 AE5364
 AE5364.The horizontal coordinates were established by autonomous hand held GPS
 AE5364.observations and have an estimated accuracy of +/- 10 meters.
 AE5364
 AE5364.The orthometric height was determined by differential leveling and
 AE5364.adjusted by the NATIONAL GEODETIC SURVEY
 AE5364.in November 1999.
 AE5364
 AE5364.Significant digits in the geoid height do not necessarily reflect accuracy.
 AE5364.GEOID18 height accuracy estimate available here.
 AE5364
 AE5364.Click photographs - Photos may exist for this station.
 AE5364
 AE5364.The dynamic height is computed by dividing the NAVD 88
 AE5364.geopotential number by the normal gravity value computed on the
 AE5364.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE5364.degrees latitude (g = 980.6199 gals.).
 AE5364
 AE5364.The modeled gravity was interpolated from observed gravity values.
 AE5364
 AE5364;                    North         East    Units  Estimated Accuracy
 AE5364;SPC MN S     -   315,533.      850,309.      MT  (+/- 10 meters HH2 GPS)
 AE5364
 AE5364_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK7139276126(NAD 83)
 AE5364
 AE5364                          SUPERSEDED SURVEY CONTROL
 AE5364
 AE5364.No superseded survey control is available for this station.
 AE5364
 AE5364_MARKER: DV = VERTICAL CONTROL DISK
 AE5364_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 AE5364_SP_SET: BRIDGE ABUTMENT
 AE5364_STAMPING: 2706 AA 1979
 AE5364_MARK LOGO: MNHD
 AE5364_MAGNETIC: N = NO MAGNETIC MATERIAL
 AE5364_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AE5364_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AE5364+SATELLITE: SATELLITE OBSERVATIONS - April 09, 2012
 AE5364
 AE5364  HISTORY     - Date     Condition        Report By
 AE5364  HISTORY     - 19791001 MONUMENTED       MNHD
 AE5364  HISTORY     - 20021202 GOOD             USPSQD
 AE5364  HISTORY     - 20070912 GOOD             MNDT
 AE5364  HISTORY     - 20120409 GOOD             MNDT
 AE5364
 AE5364                          STATION DESCRIPTION
 AE5364
 AE5364'DESCRIBED BY MN HIGHWAY DEPT 1979 (EGS)
 AE5364'THE MARK IS LOCATED IN THE TOWN OF ST. LOUIS PARK 0.75 MILE WEST ALONG
 AE5364'TRUNK HIGHWAY 7 FROM ITS JUNCTION WITH TRUNK HIGHWAY 100 AND IN THE SE
 AE5364'1/4 OF SECTION 17, T117N, R 21W.  THE MARK, A STANDARD MNDT VERTICAL
 AE5364'CONTROL MONUMENT DISK STAMPED---2706 AA 1979---, IS SET IN THE
 AE5364'SOUTHEAST CORNER OF BRIDGE NUMBER 5199 (MINNEAPOLIS, NORTHFIELD AND
 AE5364'SOUTHERN RAILROAD OVER HIGHWAY 7).
 AE5364
 AE5364                          STATION RECOVERY (2002)
 AE5364
 AE5364'RECOVERY NOTE BY US POWER SQUADRON 2002 (RA)
 AE5364'RECOVERED IN GOOD CONDITION.
 AE5364
 AE5364                          STATION RECOVERY (2007)
 AE5364
 AE5364'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (WEF)
 AE5364'THE MARK IS LOCATED ABOUT 7.4 MI (11.9 KM) NORTH-NORTHWEST OF
 AE5364'BLOOMINGTON, 5.7 MI (9.2 KM) WEST-SOUTHWEST OF MINNEAPOLIS AND 5.0 MI
 AE5364'(8.0 KM) EAST OF HOPKINS.
 AE5364'
 AE5364'TO REACH TO THE MARK FROM SAINT LOUIS PARK, GO 0.7 MI (1.1 KM) WEST OF
 AE5364'THE JUNCTION OF TRUNK HIGHWAY 100 AND TRUNK HIGHWAY 7, IN SOUTHEAST
 AE5364'CORNER OF RAILROAD BRIDGE 5199 OVER TRUNK HIGHWAY 7.
 AE5364
 AE5364                          STATION RECOVERY (2012)
 AE5364
 AE5364'RECOVERY NOTE BY MN DEPT OF TRANSP 2012 (KMS)
 AE5364'IN SAINT LOUIS PARK, IN BRIDGE ABUTMENT IN SOUTHEAST CORNER OF
 AE5364'RAILROAD BRIDGE NUMBER 5199 OVER TRUNK HIGHWAY 7, 0.7 MI (1.1 KM) WEST
 AE5364'ALONG TRUNK HIGHWAY 7  FROM THE JUNCTION OF TRUNK HIGHWAY 7 AND TRUNK
 AE5364'HIGHWAY 100.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 AE5365 ***********************************************************************
 AE5365  DESIGNATION -  2706 AC
 AE5365  PID         -  AE5365
 AE5365  STATE/COUNTY-  MN/HENNEPIN
 AE5365  COUNTRY     -  US
 AE5365  USGS QUAD   -  MINNEAPOLIS SOUTH (2019)
 AE5365
 AE5365                         *CURRENT SURVEY CONTROL
 AE5365  ______________________________________________________________________
 AE5365* NAD 83(1986) POSITION- 44 56 37.22   (N) 093 20 51.67   (W)   HD_HELD1
 AE5365* NAVD 88 ORTHO HEIGHT -   275.029 (meters)      902.32  (feet) ADJUSTED
 AE5365  ______________________________________________________________________
 AE5365  GEOID HEIGHT    -        -27.025 (meters)                     GEOID18
 AE5365  DYNAMIC HEIGHT  -        275.022 (meters)      902.30  (feet) COMP
 AE5365  MODELED GRAVITY -    980,582.4   (mgal)                       NAVD 88
 AE5365
 AE5365  VERT ORDER      -  SECOND    CLASS I
 AE5365
 AE5365.The horizontal coordinates were determined by differentially corrected
 AE5365.hand held GPS observations or other comparable positioning techniques
 AE5365.and have an estimated accuracy of +/- 3 meters.
 AE5365
 AE5365.The orthometric height was determined by differential leveling and
 AE5365.adjusted by the NATIONAL GEODETIC SURVEY
 AE5365.in September 2013.
 AE5365
 AE5365.Significant digits in the geoid height do not necessarily reflect accuracy.
 AE5365.GEOID18 height accuracy estimate available here.
 AE5365
 AE5365.Click photographs - Photos may exist for this station.
 AE5365
 AE5365.The dynamic height is computed by dividing the NAVD 88
 AE5365.geopotential number by the normal gravity value computed on the
 AE5365.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE5365.degrees latitude (g = 980.6199 gals.).
 AE5365
 AE5365.The modeled gravity was interpolated from observed gravity values.
 AE5365
 AE5365;                    North         East    Units  Estimated Accuracy
 AE5365;SPC MN S     -   316,172.7     851,480.2     MT  (+/- 3 meters HH1 GPS) 
 AE5365
 AE5365_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK7257076751(NAD 83)
 AE5365
 AE5365                          SUPERSEDED SURVEY CONTROL
 AE5365
 AE5365  NAVD 88 (11/23/99)  275.029  (m)          902.32   (f) SUPERSEDED  2 2
 AE5365
 AE5365.Superseded values are not recommended for survey control.
 AE5365
 AE5365.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE5365.See file dsdata.pdf to determine how the superseded data were derived.
 AE5365
 AE5365_MARKER: DV = VERTICAL CONTROL DISK
 AE5365_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AE5365_SP_SET: BRIDGE WALKWAY
 AE5365_STAMPING: 2706 AC 1980
 AE5365_MARK LOGO: MNDT
 AE5365_MAGNETIC: N = NO MAGNETIC MATERIAL
 AE5365_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AE5365_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AE5365+SATELLITE: SATELLITE OBSERVATIONS - April 09, 2012
 AE5365
 AE5365  HISTORY     - Date     Condition        Report By
 AE5365  HISTORY     - 19801001 MONUMENTED       MNDT
 AE5365  HISTORY     - 19930909 GOOD             MNDT
 AE5365  HISTORY     - 20021202 GOOD             USPSQD
 AE5365  HISTORY     - 20070705 GOOD             MNDT
 AE5365  HISTORY     - 20120409 GOOD             MNDT
 AE5365
 AE5365                          STATION DESCRIPTION
 AE5365
 AE5365'DESCRIBED BY MN DEPT OF TRANSP 1980 (EGS)
 AE5365'THE MARK IS LOCATED IN THE TOWN OF ST LOUIS PARK AT THE JUNCTION OF
 AE5365'TRUNK HIGHWAY 7 AND TRUNK HIGHWAY 100 AND IS IN THE NW 1/4 OF SECTION
 AE5365'6, T28N, R24W.  THE MARK, A STANDARD MNDT VERTICAL CONTROL MONUMENT
 AE5365'DISK STAMPED---2706 AC 1980---, IS SET IN THE SIDEWALK IN THE
 AE5365'SOUTHEAST CORNER OF BRIDGE NUMBER 5462 (HIGHWAY 7 OVER HIGHWAY 100).
 AE5365
 AE5365                          STATION RECOVERY (1993)
 AE5365
 AE5365'RECOVERY NOTE BY MN DEPT OF TRANSP 1993 (WAS)
 AE5365'MARK RECOVERED AS FORMERLY DESCRIBED.
 AE5365
 AE5365                          STATION RECOVERY (2002)
 AE5365
 AE5365'RECOVERY NOTE BY US POWER SQUADRON 2002 (RA)
 AE5365'RECOVERED IN GOOD CONDITION.
 AE5365
 AE5365                          STATION RECOVERY (2007)
 AE5365
 AE5365'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (BLB)
 AE5365'THE MARK IS LOCATED ABOUT 7.5 MI (12.1 KM) NORTH-NORTHWEST OF
 AE5365'BLOOMINGTON, 5.8 MI (9.3 KM) EAST-NORTHEAST OF HOPKINS AND 4.8 MI (7.7
 AE5365'KM) WEST-SOUTHWEST OF MINNEAPOLIS.
 AE5365'
 AE5365'TO REACH TO THE MARK FROM SAINT LOUIS PARK, AT THE JUNCTION OF TRUNK
 AE5365'HIGHWAY 7 AND TRUNK HIGHWAY 100, IN SOUTHEAST CORNER OF TRUNK HIGHWAY
 AE5365'7 BRIDGE 5462 OVER TRUNK HIGHWAY 100, IN BRIDGE SIDEWALK, 3 FT (0.9 M)
 AE5365'WEST OF EAST END OF SIDEWALK.
 AE5365
 AE5365                          STATION RECOVERY (2012)
 AE5365
 AE5365'RECOVERY NOTE BY MN DEPT OF TRANSP 2012 (KMS)
 AE5365'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DO5288 ***********************************************************************
 DO5288  DESIGNATION -  2706 AD
 DO5288  PID         -  DO5288
 DO5288  STATE/COUNTY-  MN/HENNEPIN
 DO5288  COUNTRY     -  US
 DO5288  USGS QUAD   -  EXCELSIOR (2019)
 DO5288
 DO5288                         *CURRENT SURVEY CONTROL
 DO5288  ______________________________________________________________________
 DO5288* NAD 83(1986) POSITION- 44 54 07.11   (N) 093 33 02.33   (W)   HD_HELD1
 DO5288* NAVD 88 ORTHO HEIGHT -   286.926 (meters)      941.36  (feet) ADJUSTED
 DO5288  ______________________________________________________________________
 DO5288  GEOID HEIGHT    -        -26.796 (meters)                     GEOID18
 DO5288  DYNAMIC HEIGHT  -        286.921 (meters)      941.34  (feet) COMP
 DO5288  MODELED GRAVITY -    980,592.2   (mgal)                       NAVD 88
 DO5288
 DO5288  VERT ORDER      -  SECOND    CLASS I
 DO5288
 DO5288.The horizontal coordinates were determined by differentially corrected
 DO5288.hand held GPS observations or other comparable positioning techniques
 DO5288.and have an estimated accuracy of +/- 3 meters.
 DO5288
 DO5288.The orthometric height was determined by differential leveling and
 DO5288.adjusted by the NATIONAL GEODETIC SURVEY
 DO5288.in May 2020.
 DO5288
 DO5288.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO5288.GEOID18 height accuracy estimate available here.
 DO5288
 DO5288.Click photographs - Photos may exist for this station.
 DO5288
 DO5288.The dynamic height is computed by dividing the NAVD 88
 DO5288.geopotential number by the normal gravity value computed on the
 DO5288.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO5288.degrees latitude (g = 980.6199 gals.).
 DO5288
 DO5288.The modeled gravity was interpolated from observed gravity values.
 DO5288
 DO5288;                    North         East    Units  Estimated Accuracy
 DO5288;SPC MN S     -   311,431.2     835,488.3     MT  (+/- 3 meters HH1 GPS) 
 DO5288
 DO5288_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK5652672208(NAD 83)
 DO5288
 DO5288                          SUPERSEDED SURVEY CONTROL
 DO5288
 DO5288  NAVD 88 (08/01/13)  286.925  (m)          941.35   (f) SUPERSEDED  2 1
 DO5288
 DO5288.Superseded values are not recommended for survey control.
 DO5288
 DO5288.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DO5288.See file dsdata.pdf to determine how the superseded data were derived.
 DO5288
 DO5288_MARKER: F = FLANGE-ENCASED ROD
 DO5288_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DO5288_STAMPING: 2706 AD 2011
 DO5288_MARK LOGO: MNDT
 DO5288_PROJECTION: RECESSED 3 CENTIMETERS
 DO5288_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DO5288_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DO5288_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DO5288+SATELLITE: SATELLITE OBSERVATIONS - April 26, 2023
 DO5288_ROD/PIPE-DEPTH: 5.8 meters
 DO5288
 DO5288  HISTORY     - Date     Condition        Report By
 DO5288  HISTORY     - 20110912 MONUMENTED       MNDT
 DO5288  HISTORY     - 20200407 GOOD             MNDT
 DO5288  HISTORY     - 20230426 GOOD             USPSQD
 DO5288
 DO5288                          STATION DESCRIPTION
 DO5288
 DO5288'DESCRIBED BY MN DEPT OF TRANSP 2011
 DO5288'THE ROD MARK IS LOCATED ABOUT 5.1 MI (8.2 KM) NORTHWEST OF EDEN
 DO5288'PRAIRIE, 4.6 MI (7.4 KM) WEST-SOUTHWEST OF HOPKINS AND 0.8 MI (1.3 KM)
 DO5288'EAST OF EXCELSIOR.
 DO5288'
 DO5288'IN SHOREWOOD, 0.9 MI (1.4 KM) EASTERLY ALONG TRUNK HIGHWAY 7 FROM THE
 DO5288'JUNCTION OF TRUNK HIGHWAY 7 AND COUNTY ROAD 19 IN EXCELSIOR, AT TRUNK
 DO5288'HIGHWAY 7 MILE POINT 183.6.
 DO5288'
 DO5288'THE ROD MARK IS FOUND 54 FT (16.5 M) SOUTH OF EASTBOUND TRUNK HIGHWAY
 DO5288'7, 77.5 FT (23.6 M) EAST OF CHRISTMAS LAKE ROAD, 25.0 FT (7.6 M)
 DO5288'SOUTH-SOUTHEAST OF A TRAFFIC LIGHT, 54.0 FT (16.5 M) NORTH OF RADISON
 DO5288'ROAD AND 1.5 FT (0.5 M) NORTH OF A WITNESS POST.
 DO5288
 DO5288                          STATION RECOVERY (2020)
 DO5288
 DO5288'RECOVERY NOTE BY MN DEPT OF TRANSP 2020 (MPP)
 DO5288'RECOVERED IN GOOD CONDITION.
 DO5288
 DO5288                          STATION RECOVERY (2023)
 DO5288
 DO5288'RECOVERY NOTE BY US POWER SQUADRON 2023 (SMT)
 DO5288'NO COVER ON HOUSING PIPE.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DO5289 ***********************************************************************
 DO5289  DESIGNATION -  2706 AE
 DO5289  PID         -  DO5289
 DO5289  STATE/COUNTY-  MN/HENNEPIN
 DO5289  COUNTRY     -  US
 DO5289  USGS QUAD   -  EXCELSIOR (2019)
 DO5289
 DO5289                         *CURRENT SURVEY CONTROL
 DO5289  ______________________________________________________________________
 DO5289* NAD 83(1986) POSITION- 44 54 28.6    (N) 093 31 56.7    (W)   HD_HELD2
 DO5289* NAVD 88 ORTHO HEIGHT -   301.118 (meters)      987.92  (feet) ADJUSTED
 DO5289  ______________________________________________________________________
 DO5289  GEOID HEIGHT    -        -26.804 (meters)                     GEOID18
 DO5289  DYNAMIC HEIGHT  -        301.114 (meters)      987.90  (feet) COMP
 DO5289  MODELED GRAVITY -    980,592.7   (mgal)                       NAVD 88
 DO5289
 DO5289  VERT ORDER      -  SECOND    CLASS I
 DO5289
 DO5289.The horizontal coordinates were established by autonomous hand held GPS
 DO5289.observations and have an estimated accuracy of +/- 10 meters.
 DO5289
 DO5289.The orthometric height was determined by differential leveling and
 DO5289.adjusted by the NATIONAL GEODETIC SURVEY
 DO5289.in May 2020.
 DO5289
 DO5289.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO5289.GEOID18 height accuracy estimate available here.
 DO5289
 DO5289.Click photographs - Photos may exist for this station.
 DO5289
 DO5289.The dynamic height is computed by dividing the NAVD 88
 DO5289.geopotential number by the normal gravity value computed on the
 DO5289.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO5289.degrees latitude (g = 980.6199 gals.).
 DO5289
 DO5289.The modeled gravity was interpolated from observed gravity values.
 DO5289
 DO5289;                    North         East    Units  Estimated Accuracy
 DO5289;SPC MN S     -   312,103.      836,924.      MT  (+/- 10 meters HH2 GPS)
 DO5289
 DO5289_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK5797072862(NAD 83)
 DO5289
 DO5289                          SUPERSEDED SURVEY CONTROL
 DO5289
 DO5289  NAVD 88 (08/01/13)  301.117  (m)          987.91   (f) SUPERSEDED  2 1
 DO5289
 DO5289.Superseded values are not recommended for survey control.
 DO5289
 DO5289.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DO5289.See file dsdata.pdf to determine how the superseded data were derived.
 DO5289
 DO5289_MARKER: F = FLANGE-ENCASED ROD
 DO5289_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DO5289_STAMPING: 2706 AE 2011
 DO5289_MARK LOGO: MNDT
 DO5289_PROJECTION: RECESSED 5 CENTIMETERS
 DO5289_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DO5289_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DO5289_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DO5289+SATELLITE: SATELLITE OBSERVATIONS - September 12, 2011
 DO5289_ROD/PIPE-DEPTH: 7.6 meters
 DO5289
 DO5289  HISTORY     - Date     Condition        Report By
 DO5289  HISTORY     - 20110912 MONUMENTED       MNDT
 DO5289  HISTORY     - 20230427 GOOD             USPSQD
 DO5289
 DO5289                          STATION DESCRIPTION
 DO5289
 DO5289'DESCRIBED BY MN DEPT OF TRANSP 2011
 DO5289'THE ROD MARK IS LOCATED ABOUT 4.8 MI (7.7 KM) NORTHWEST OF EDEN
 DO5289'PRAIRIE, 3.6 MI (5.8 KM) WEST-SOUTHWEST OF HOPKINS AND 1.7 MI (2.7 KM)
 DO5289'EAST OF EXCELSIOR.
 DO5289'
 DO5289'3.4 MILES SOUTHWEST OF MINNETONKA, 1.55 MI (2.5 KM) WESTERLY ALONG
 DO5289'TRUNK HIGHWAY 7 FROM THE JUNCTION OF TRUNK HIGHWAY 7 AND COUNTY ROAD
 DO5289'101 IN MINNETONKA, AT TRUNK HIGHWAY 7 MILE POINT 184.6.
 DO5289'
 DO5289'THE ROD MARK IS FOUND 0.05 MI (0.1 KM) EAST OF AN OLD MARKET ROAD,
 DO5289'40.2 FT (12.3 M) NORTHWEST OF A FRONTAGE ROAD, 34.8 FT (10.6 M) SOUTH
 DO5289'OF EASTBOUND TRUNK HIGHWAY 7 AND 1.5 FT (0.5 M) NORTH OF A WITNESS
 DO5289'POST.
 DO5289
 DO5289                          STATION RECOVERY (2023)
 DO5289
 DO5289'RECOVERY NOTE BY US POWER SQUADRON 2023 (SMB)
 DO5289'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 PP1995 ***********************************************************************
 PP1995  DESIGNATION -  2706 B
 PP1995  PID         -  PP1995
 PP1995  STATE/COUNTY-  MN/HENNEPIN
 PP1995  COUNTRY     -  US
 PP1995  USGS QUAD   -  EXCELSIOR (2019)
 PP1995
 PP1995                         *CURRENT SURVEY CONTROL
 PP1995  ______________________________________________________________________
 PP1995* NAD 83(1986) POSITION- 44 54 00.86   (N) 093 33 43.33   (W)   HD_HELD1
 PP1995* NAVD 88 ORTHO HEIGHT -   294.997 (meters)      967.84  (feet) ADJUSTED
 PP1995  ______________________________________________________________________
 PP1995  GEOID HEIGHT    -        -26.797 (meters)                     GEOID18
 PP1995  DYNAMIC HEIGHT  -        294.992 (meters)      967.82  (feet) COMP
 PP1995  MODELED GRAVITY -    980,591.8   (mgal)                       NAVD 88
 PP1995
 PP1995  VERT ORDER      -  SECOND    CLASS I
 PP1995
 PP1995.The horizontal coordinates were determined by differentially corrected
 PP1995.hand held GPS observations or other comparable positioning techniques
 PP1995.and have an estimated accuracy of +/- 3 meters.
 PP1995
 PP1995.The orthometric height was determined by differential leveling and
 PP1995.adjusted by the NATIONAL GEODETIC SURVEY
 PP1995.in May 2020.
 PP1995
 PP1995.Significant digits in the geoid height do not necessarily reflect accuracy.
 PP1995.GEOID18 height accuracy estimate available here.
 PP1995
 PP1995.Click photographs - Photos may exist for this station.
 PP1995
 PP1995.The dynamic height is computed by dividing the NAVD 88
 PP1995.geopotential number by the normal gravity value computed on the
 PP1995.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP1995.degrees latitude (g = 980.6199 gals.).
 PP1995
 PP1995.The modeled gravity was interpolated from observed gravity values.
 PP1995
 PP1995;                    North         East    Units  Estimated Accuracy
 PP1995;SPC MN S     -   311,233.4     834,589.9     MT  (+/- 3 meters HH1 GPS) 
 PP1995
 PP1995_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK5562672021(NAD 83)
 PP1995
 PP1995                          SUPERSEDED SURVEY CONTROL
 PP1995
 PP1995  NAVD 88 (08/01/13)  294.996  (m)          967.83   (f) SUPERSEDED  2 1
 PP1995  NAVD 88 (06/15/91)  294.998  (m)          967.84   (f) SUPERSEDED  2 0
 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
 PP1995.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PP1995.See file dsdata.pdf to determine how the superseded data were derived.
 PP1995
 PP1995_MARKER: DB = BENCH MARK DISK
 PP1995_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 PP1995_SP_SET: ABUTMENT
 PP1995_STAMPING: 2706 B 1967
 PP1995_MARK LOGO: MNHD
 PP1995_MAGNETIC: N = NO MAGNETIC MATERIAL
 PP1995_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PP1995_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 PP1995+SATELLITE: SATELLITE OBSERVATIONS - October 22, 2022
 PP1995
 PP1995  HISTORY     - Date     Condition        Report By
 PP1995  HISTORY     - 19670401 MONUMENTED       MNHD
 PP1995  HISTORY     - 1979     GOOD             LOCSUR
 PP1995  HISTORY     - 1979     GOOD             MNDT
 PP1995  HISTORY     - 1979     GOOD             MNDT
 PP1995  HISTORY     - 19920728 GOOD             MNDT
 PP1995  HISTORY     - 19961005 GOOD             USPSQD
 PP1995  HISTORY     - 20021017 GOOD             USPSQD
 PP1995  HISTORY     - 20060324 GOOD             USPSQD
 PP1995  HISTORY     - 20070726 GOOD             MNDT
 PP1995  HISTORY     - 20110722 GOOD             MNDT
 PP1995  HISTORY     - 20221022 GOOD             USPSQD
 PP1995
 PP1995                          STATION DESCRIPTION
 PP1995
 PP1995'DESCRIBED BY MN HIGHWAY DEPT 1967
 PP1995'IN EXCELSIOR.
 PP1995'MARK IS LOCATED IN THE NW 1/4, SECTION 35, T117N, R23W, AT EXCELSIOR.
 PP1995'MARK IS A STANDARD MINNESOTA HIGHWAY DEPARTMENT DISK, STAMPED 2706 B
 PP1995'1967 SET IN THE SOUTHEAST CORNER OF BRIDGE ABUTMENT (NO. 9122). COUNTY
 PP1995'ROAD 82 BRIDGE OVER T.H. 7.
 PP1995
 PP1995                          STATION RECOVERY (1979)
 PP1995
 PP1995'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1979
 PP1995'RECOVERED IN GOOD CONDITION.
 PP1995
 PP1995                          STATION RECOVERY (1979)
 PP1995
 PP1995'RECOVERY NOTE BY MN DEPT OF TRANSP 1979 (EGS)
 PP1995'RECOVERED AS DESCRIBED.
 PP1995
 PP1995                          STATION RECOVERY (1979)
 PP1995
 PP1995'RECOVERY NOTE BY MN DEPT OF TRANSP 1979 (EGS)
 PP1995'THE MARK IS LOCATED IN THE TOWN OF EXCELSIOR 1.1 MILES EASTERLY ALONG
 PP1995'TRUNK HIGHWAY 7 FROM ITS JUNCTION WITH TRUNK HIGHWAY 41 IN EXCELSIOR,
 PP1995'AT HIGHWAY 7 MILEPOINT 183.1 AND IS IN THE NW 1/4 OF SECTION 35,
 PP1995'T117N, R23W.  THE MARK, A STANDARD MNDT BENCH MARK DISK STAMPED---2706
 PP1995'B 1967---, IS SET IN THE SOUTHEAST CORNER OF BRIDGE NUMBER 9122,
 PP1995'COUNTY ROAD 82 (MILL STREET) OVER HIGHWAY 7.
 PP1995
 PP1995                          STATION RECOVERY (1992)
 PP1995
 PP1995'RECOVERY NOTE BY MN DEPT OF TRANSP 1992 (HTS)
 PP1995'RECOVERED AS DESCRIBED AND IS 29.0 FT (8.8 M) EAST OF MILL ST.
 PP1995
 PP1995                          STATION RECOVERY (1996)
 PP1995
 PP1995'RECOVERY NOTE BY US POWER SQUADRON 1996
 PP1995'RECOVERED IN GOOD CONDITION.
 PP1995
 PP1995                          STATION RECOVERY (2002)
 PP1995
 PP1995'RECOVERY NOTE BY US POWER SQUADRON 2002 (SL)
 PP1995'RECOVERED IN GOOD CONDITION.
 PP1995
 PP1995                          STATION RECOVERY (2006)
 PP1995
 PP1995'RECOVERY NOTE BY US POWER SQUADRON 2006 (TAG)
 PP1995'RECOVERED IN GOOD CONDITION.
 PP1995
 PP1995                          STATION RECOVERY (2007)
 PP1995
 PP1995'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (PJG)
 PP1995'THE MARK IS LOCATED ABOUT 5.5 MI (8.8 KM) NORTHWEST OF EDEN PRAIRIE,
 PP1995'5.2 MI (8.4 KM) WEST-SOUTHWEST OF HOPKINS AND 0.3 MI (0.5 KM)
 PP1995'SOUTHEAST OF EXCELSIOR.
 PP1995'
 PP1995'TO REACH TO THE MARK IN EXCELSIOR, GO 1.1 MI (1.8 KM) EAST ALONG TRUNK
 PP1995'HIGHWAY 7 FROM THE JUNCTION OF TRUNK HIGHWAY 7 AND TRUNK HIGHWAY 41,
 PP1995'IN SOUTHEAST CORNER OF COUNTY ROAD 82 (MILL STREET) BRIDGE 9122 OVER
 PP1995'TRUNK HIGHWAY 7, 29 FT (8.8 M) EAST OF MILLING STREET, AT TRUNK
 PP1995'HIGHWAY 7 MILE POINT 183.1.
 PP1995
 PP1995                          STATION RECOVERY (2011)
 PP1995
 PP1995'RECOVERY NOTE BY MN DEPT OF TRANSP 2011 (AKJ)
 PP1995'RECOVERED IN GOOD CONDITION.
 PP1995
 PP1995                          STATION RECOVERY (2022)
 PP1995
 PP1995'RECOVERY NOTE BY US POWER SQUADRON 2022 (SMB)
 PP1995'THE MARK IS SET IN THE NORTHEAST END OF THE SOUTHEAST BRIDGE ABUTMENT
 PP1995'OF THE MILLING STREET BRIDGE OVER TRUNK HIGHWAY 7 APPROXIMATELY 20 FT
 PP1995'(6.1 M) NORTH OF THE CENTERLINE OF THE ENTRANCE RAMP ONTO EASTBOUND
 PP1995'TRUNK HIGHWAY 7.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 AE5178 ***********************************************************************
 AE5178  DESIGNATION -  2706 C 1
 AE5178  PID         -  AE5178
 AE5178  STATE/COUNTY-  MN/HENNEPIN
 AE5178  COUNTRY     -  US
 AE5178  USGS QUAD   -  EXCELSIOR (2019)
 AE5178
 AE5178                         *CURRENT SURVEY CONTROL
 AE5178  ______________________________________________________________________
 AE5178* NAD 83(1986) POSITION- 44 53 38.62   (N) 093 34 32.03   (W)   HD_HELD1
 AE5178* NAVD 88 ORTHO HEIGHT -   296.371 (meters)      972.34  (feet) ADJUSTED
 AE5178  ______________________________________________________________________
 AE5178  GEOID HEIGHT    -        -26.793 (meters)                     GEOID18
 AE5178  DYNAMIC HEIGHT  -        296.366 (meters)      972.33  (feet) COMP
 AE5178  MODELED GRAVITY -    980,591.3   (mgal)                       NAVD 88
 AE5178
 AE5178  VERT ORDER      -  SECOND    CLASS I
 AE5178
 AE5178.The horizontal coordinates were determined by differentially corrected
 AE5178.hand held GPS observations or other comparable positioning techniques
 AE5178.and have an estimated accuracy of +/- 3 meters.
 AE5178
 AE5178.The orthometric height was determined by differential leveling and
 AE5178.adjusted by the NATIONAL GEODETIC SURVEY
 AE5178.in May 2020.
 AE5178
 AE5178.Significant digits in the geoid height do not necessarily reflect accuracy.
 AE5178.GEOID18 height accuracy estimate available here.
 AE5178
 AE5178.Click photographs - Photos may exist for this station.
 AE5178
 AE5178.The dynamic height is computed by dividing the NAVD 88
 AE5178.geopotential number by the normal gravity value computed on the
 AE5178.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE5178.degrees latitude (g = 980.6199 gals.).
 AE5178
 AE5178.The modeled gravity was interpolated from observed gravity values.
 AE5178
 AE5178;                    North         East    Units  Estimated Accuracy
 AE5178;SPC MN S     -   310,541.3     833,525.1     MT  (+/- 3 meters HH1 GPS) 
 AE5178
 AE5178_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK5455371343(NAD 83)
 AE5178
 AE5178                          SUPERSEDED SURVEY CONTROL
 AE5178
 AE5178  NAVD 88 (08/01/13)  296.370  (m)          972.34   (f) SUPERSEDED  2 1
 AE5178  NAVD 88 (11/23/99)  296.365  (m)          972.32   (f) SUPERSEDED  2 1
 AE5178
 AE5178.Superseded values are not recommended for survey control.
 AE5178
 AE5178.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE5178.See file dsdata.pdf to determine how the superseded data were derived.
 AE5178
 AE5178_MARKER: DV = VERTICAL CONTROL 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: MNHD
 AE5178_PROJECTION: RECESSED 3 CENTIMETERS
 AE5178_MAGNETIC: I = MARKER IS A STEEL ROD
 AE5178_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AE5178_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE5178+SATELLITE: SATELLITE OBSERVATIONS - October 22, 2022
 AE5178_ROD/PIPE-DEPTH: 2.4 meters
 AE5178
 AE5178  HISTORY     - Date     Condition        Report By
 AE5178  HISTORY     - 1979     MONUMENTED       MNHD
 AE5178  HISTORY     - 1979     GOOD             MNDT
 AE5178  HISTORY     - 19920728 GOOD             MNDT
 AE5178  HISTORY     - 20021010 MARK NOT FOUND   USPSQD
 AE5178  HISTORY     - 20070726 GOOD             MNDT
 AE5178  HISTORY     - 20110728 GOOD             MNDT
 AE5178  HISTORY     - 20221022 GOOD             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.
 AE5178
 AE5178                          STATION RECOVERY (2007)
 AE5178
 AE5178'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (PJG)
 AE5178'THE MARK IS LOCATED ABOUT 5.3 MI (8.5 KM) EAST-SOUTHEAST OF MOUND, 4.9
 AE5178'MI (7.9 KM) EAST-NORTHEAST OF VICTORIA AND 0.8 MI (1.3 KM) SOUTHWEST
 AE5178'OF EXCELSIOR.
 AE5178'
 AE5178'TO REACH TO THE MARK IN EXCELSIOR, 0.3 MI (0.5 KM) EAST OF THE
 AE5178'JUNCTION OF TRUNK HIGHWAY 41 AND TRUNK HIGHWAY 7, IN FRONT OF CHURCH,
 AE5178'74 FT (22.6 M) NORTH OF WESTBOUND TRUNK HIGHWAY 7, AT TRUNK HIGHWAY 7
 AE5178'MILE POINT 182.25, 13 FT (4.0 M) SOUTH OF NORTH FRONTAGE ROAD, 4 FT
 AE5178'(1.2 M) EAST OF POWER POLE 79, 1.0 FT (0.3 M) SOUTH OF A WITNESS POS.
 AE5178
 AE5178                          STATION RECOVERY (2011)
 AE5178
 AE5178'RECOVERY NOTE BY MN DEPT OF TRANSP 2011 (AKJ)
 AE5178'NOTE-THE MARK WAS INSTALLED IN 1978 AND STAMPED IN 1979 WHEN FIRST
 AE5178'SURVEYED.
 AE5178
 AE5178                          STATION RECOVERY (2022)
 AE5178
 AE5178'RECOVERY NOTE BY US POWER SQUADRON 2022 (SMB)
 AE5178'RECOVERED AS NOTED IN 2007, 1 FT (0.3 M) SOUTH OF A WITNESS POST.  THE
 AE5178'PVC CAP IS MISSING.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 AE5179 ***********************************************************************
 AE5179  DESIGNATION -  2706 D
 AE5179  PID         -  AE5179
 AE5179  STATE/COUNTY-  MN/HENNEPIN
 AE5179  COUNTRY     -  US
 AE5179  USGS QUAD   -  EXCELSIOR (2019)
 AE5179
 AE5179                         *CURRENT SURVEY CONTROL
 AE5179  ______________________________________________________________________
 AE5179* NAD 83(1986) POSITION- 44 53 48.77   (N) 093 34 10.48   (W)   HD_HELD1
 AE5179* NAVD 88 ORTHO HEIGHT -   290.322 (meters)      952.50  (feet) ADJUSTED
 AE5179  ______________________________________________________________________
 AE5179  GEOID HEIGHT    -        -26.795 (meters)                     GEOID18
 AE5179  DYNAMIC HEIGHT  -        290.317 (meters)      952.48  (feet) COMP
 AE5179  MODELED GRAVITY -    980,591.5   (mgal)                       NAVD 88
 AE5179
 AE5179  VERT ORDER      -  SECOND    CLASS I
 AE5179
 AE5179.The horizontal coordinates were determined by differentially corrected
 AE5179.hand held GPS observations or other comparable positioning techniques
 AE5179.and have an estimated accuracy of +/- 3 meters.
 AE5179
 AE5179.The orthometric height was determined by differential leveling and
 AE5179.adjusted by the NATIONAL GEODETIC SURVEY
 AE5179.in May 2020.
 AE5179
 AE5179.Significant digits in the geoid height do not necessarily reflect accuracy.
 AE5179.GEOID18 height accuracy estimate available here.
 AE5179
 AE5179.Click photographs - Photos may exist for this station.
 AE5179
 AE5179.The dynamic height is computed by dividing the NAVD 88
 AE5179.geopotential number by the normal gravity value computed on the
 AE5179.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE5179.degrees latitude (g = 980.6199 gals.).
 AE5179
 AE5179.The modeled gravity was interpolated from observed gravity values.
 AE5179
 AE5179;                    North         East    Units  Estimated Accuracy
 AE5179;SPC MN S     -   310,857.1     833,996.2     MT  (+/- 3 meters HH1 GPS) 
 AE5179
 AE5179_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK5502871653(NAD 83)
 AE5179
 AE5179                          SUPERSEDED SURVEY CONTROL
 AE5179
 AE5179  NAVD 88 (11/23/99)  290.321  (m)          952.49   (f) SUPERSEDED  2 1
 AE5179
 AE5179.Superseded values are not recommended for survey control.
 AE5179
 AE5179.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE5179.See file dsdata.pdf to determine how the superseded data were derived.
 AE5179
 AE5179_MARKER: DV = VERTICAL CONTROL 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: MNHD
 AE5179_PROJECTION: FLUSH
 AE5179_MAGNETIC: I = MARKER IS A STEEL ROD
 AE5179_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AE5179_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE5179+SATELLITE: SATELLITE OBSERVATIONS - July 22, 2011
 AE5179_ROD/PIPE-DEPTH: 2.4 meters
 AE5179
 AE5179  HISTORY     - Date     Condition        Report By
 AE5179  HISTORY     - 1979     MONUMENTED       MNHD
 AE5179  HISTORY     - 1979     GOOD             MNDT
 AE5179  HISTORY     - 1979     GOOD             MNDT
 AE5179  HISTORY     - 19940410 GOOD             MNDT
 AE5179  HISTORY     - 20021016 GOOD             USPSQD
 AE5179  HISTORY     - 20070726 GOOD             MNDT
 AE5179  HISTORY     - 20110722 GOOD             MNDT
 AE5179
 AE5179                          STATION DESCRIPTION
 AE5179
 AE5179'DESCRIBED BY MN DEPT OF TRANSP 1979 (EGS)
 AE5179'RECOVERED IN GOOD CONDITION.  NOTE--THE MARK IS 60 FEET SOUTH OF AND
 AE5179'ABOUT 0.5 FOOT HIGHER THAN THE CENTERLINE OF EASTBOUND HIGHWAY 7 AT
 AE5179'ENGINEERS STATION 2142+45 AND MILEPOINT 182.6.
 AE5179
 AE5179                          STATION RECOVERY (1979)
 AE5179
 AE5179'RECOVERY NOTE BY MN DEPT OF TRANSP 1979 (EGS)
 AE5179'RECOVERED AS DESCRIBED.
 AE5179
 AE5179                          STATION RECOVERY (1994)
 AE5179
 AE5179'RECOVERY NOTE BY MN DEPT OF TRANSP 1994 (HTS)
 AE5179'RECOVERED AS DESCRIBED. IN EXCELSIOR, 0.6 MI (1.0 KM) EAST OF JCT OF
 AE5179'TH 41 AND TH 7, 87 FT (26.5 M) NW OF P-POLE, 60 FT (18.3 M) SOUTH OF
 AE5179'EB TH 7, AT TH 7 MP 182.6, 51 FT (15.5 M) NW OF GALPEN LAKE RD, 1 FT
 AE5179'(0.3 M) NORTH OF WIT POST.  MARK IS A STANDARD BENCH MARK DISK ON TOP
 AE5179'OF A 8 FT (2.4 M) LONG COPPER-CLAD STEEL ROD WITH A 4 INCH SIGN POST
 AE5179'BOLTED TO THE BOTTOM AND SET IN 8 INCHES OF CONCRETE. NOTE - RECOVERED
 AE5179'IN GOOD CONDITION IN 1992.
 AE5179
 AE5179                          STATION RECOVERY (2002)
 AE5179
 AE5179'RECOVERY NOTE BY US POWER SQUADRON 2002 (SL)
 AE5179'MARK IN PVC PIPE
 AE5179
 AE5179                          STATION RECOVERY (2007)
 AE5179
 AE5179'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (PJG)
 AE5179'THE MARK IS LOCATED ABOUT 5.5 MI (8.8 KM) EAST-SOUTHEAST OF MOUND, 5.2
 AE5179'MI (8.4 KM) EAST-NORTHEAST OF VICTORIA AND 0.5 MI (0.8 KM)
 AE5179'SOUTH-SOUTHWEST OF EXCELSIOR.
 AE5179'
 AE5179'TO REACH TO THE MARK, IN EXCELSIOR, 0.6 MI (1.0 KM) EAST OF THE
 AE5179'JUNCTION OF TRUNK HIGHWAY 41 AND TRUNK HIGHWAY 7, 87 FT (26.5 M)
 AE5179'NORTHWEST OF POWER POLE, 60 FT (18.3 M) SOUTH OF EASTBOUND TRUNK
 AE5179'HIGHWAY 7, AT TRUNK HIGHWAY 7 MILE POINT 182.6, 51 FT (15.5 M)
 AE5179'NORTHWEST OF GALPEN LAKE ROAD, 1.0 FT (0.3 M) NORTH OF A WITNESS POST.
 AE5179
 AE5179                          STATION RECOVERY (2011)
 AE5179
 AE5179'RECOVERY NOTE BY MN DEPT OF TRANSP 2011 (AKJ)
 AE5179'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 AE5866 ***********************************************************************
 AE5866  DESIGNATION -  2706 F
 AE5866  PID         -  AE5866
 AE5866  STATE/COUNTY-  MN/HENNEPIN
 AE5866  COUNTRY     -  US
 AE5866  USGS QUAD   -  EXCELSIOR (2019)
 AE5866
 AE5866                         *CURRENT SURVEY CONTROL
 AE5866  ______________________________________________________________________
 AE5866* NAD 83(1986) POSITION- 44 54 21.     (N) 093 32 27.     (W)   SCALED
 AE5866* NAVD 88 ORTHO HEIGHT -   294.274 (meters)      965.46  (feet) ADJUSTED
 AE5866  ______________________________________________________________________
 AE5866  GEOID HEIGHT    -        -26.801 (meters)                     GEOID18
 AE5866  DYNAMIC HEIGHT  -        294.270 (meters)      965.45  (feet) COMP
 AE5866  MODELED GRAVITY -    980,592.5   (mgal)                       NAVD 88
 AE5866
 AE5866  VERT ORDER      -  SECOND    CLASS II
 AE5866
 AE5866.The horizontal coordinates were scaled from a map and have
 AE5866.an estimated accuracy of +/- 6 seconds.
 AE5866
 AE5866.The orthometric height was determined by differential leveling and
 AE5866.adjusted by the NATIONAL GEODETIC SURVEY
 AE5866.in November 1999.
 AE5866
 AE5866.Significant digits in the geoid height do not necessarily reflect accuracy.
 AE5866.GEOID18 height accuracy estimate available here.
 AE5866
 AE5866.Click photographs - Photos may exist for this station.
 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.      836,260.      MT  (+/- 180 meters Scaled)
 AE5866
 AE5866_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK573726(NAD 83)
 AE5866
 AE5866                          SUPERSEDED SURVEY CONTROL
 AE5866
 AE5866.No superseded survey control is available for this station.
 AE5866
 AE5866_MARKER: DV = VERTICAL CONTROL DISK
 AE5866_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 AE5866_STAMPING: 2706 F 1979
 AE5866_MARK LOGO: MNHD
 AE5866_PROJECTION: RECESSED 5 CENTIMETERS
 AE5866_MAGNETIC: I = MARKER IS A STEEL ROD
 AE5866_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AE5866
 AE5866  HISTORY     - Date     Condition        Report By
 AE5866  HISTORY     - 1979     MONUMENTED       MNHD
 AE5866  HISTORY     - 20021010 GOOD             USPSQD
 AE5866  HISTORY     - 20070726 MARK NOT FOUND   MNDT
 AE5866  HISTORY     - 20080407 GOOD             MNDT
 AE5866
 AE5866                          STATION DESCRIPTION
 AE5866
 AE5866'DESCRIBED BY MN HIGHWAY DEPT 1979 (EGS)
 AE5866'THE MARK IS LOCATED IN THE WEST END OF A WAYSIDE REST AREA IN THE TOWN
 AE5866'OF SHOREWOOD , 2.2 MILES NORTHEAST ALONG TRUNK HIGHWAY 7 FROM ITS
 AE5866'JUNCTION WITH TRUNK HIGHWAY 41 IN EXCELSIOR AND IN THE NW 1/4 OF
 AE5866'SECTION 36, T117N, R23W.  THE MARK IS 53 FEET NORTH OF AND ABOUT 2
 AE5866'FEET LOWER THAN THE WESTBOUND CENTERLINE OF HIGHWAY 7 AT ENGINEERS
 AE5866'STATION 48+55 AND MILEPOINT 184.2, 33 FEET EAST OF A 12 INCH OAK TREE,
 AE5866'31 FEET NORTHEAST OF THE END POST OF A TRIPLE CABLE GUARD RAIL AND I
 AE5866'FOOT SOUTH OF A STEEL WITNESS POST.  THE MARK, A STANDARD MNDT
 AE5866'VERTICAL CONTROL MONUMENT DISK STAMPED---2706 F 1979---, IS FASTENED
 AE5866'TO THE TOP OF A 8 FOOT LONG SECTION OF COPPER-CLAD STEEL ROD
 AE5866'(MAGNETIC) WITH 4 INCHES OF STEEL ROD BOLTED TO THE BOTTOM AND SET IN
 AE5866'8 INCHES OF CONCRETE IN A 6 INCH DIAMETER HOLE. THE MARK IS BURIED 2
 AE5866'INCHES BELOW THE SURFACE OF THE GROUND.
 AE5866
 AE5866                          STATION RECOVERY (2002)
 AE5866
 AE5866'RECOVERY NOTE BY US POWER SQUADRON 2002 (SL)
 AE5866'MARKER IN DAMAGED PVC PIPE
 AE5866
 AE5866                          STATION RECOVERY (2007)
 AE5866
 AE5866'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (VWC)
 AE5866'THE MARK WAS NOT RECOVERED.
 AE5866
 AE5866                          STATION RECOVERY (2008)
 AE5866
 AE5866'RECOVERY NOTE BY MN DEPT OF TRANSP 2008 (DAS)
 AE5866'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 AE5867 ***********************************************************************
 AE5867  DESIGNATION -  2706 G
 AE5867  PID         -  AE5867
 AE5867  STATE/COUNTY-  MN/HENNEPIN
 AE5867  COUNTRY     -  US
 AE5867  USGS QUAD   -  EXCELSIOR (2019)
 AE5867
 AE5867                         *CURRENT SURVEY CONTROL
 AE5867  ______________________________________________________________________
 AE5867* NAD 83(1986) POSITION- 44 54 26.     (N) 093 32 00.     (W)   SCALED
 AE5867* NAVD 88 ORTHO HEIGHT -   302.146 (meters)      991.29  (feet) ADJUSTED
 AE5867  ______________________________________________________________________
 AE5867  GEOID HEIGHT    -        -26.803 (meters)                     GEOID18
 AE5867  DYNAMIC HEIGHT  -        302.142 (meters)      991.28  (feet) COMP
 AE5867  MODELED GRAVITY -    980,592.7   (mgal)                       NAVD 88
 AE5867
 AE5867  VERT ORDER      -  SECOND    CLASS II
 AE5867
 AE5867.The horizontal coordinates were scaled from a map and have
 AE5867.an estimated accuracy of +/- 6 seconds.
 AE5867
 AE5867.The orthometric height was determined by differential leveling and
 AE5867.adjusted by the NATIONAL GEODETIC SURVEY
 AE5867.in November 1999.
 AE5867
 AE5867.Significant digits in the geoid height do not necessarily reflect accuracy.
 AE5867.GEOID18 height accuracy estimate available here.
 AE5867
 AE5867.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK578727(NAD 83)
 AE5867
 AE5867                          SUPERSEDED SURVEY CONTROL
 AE5867
 AE5867.No superseded survey control is available for this station.
 AE5867
 AE5867_MARKER: DV = VERTICAL CONTROL DISK
 AE5867_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 AE5867+WITH SETTING: INTO GROUND
 AE5867_STAMPING: 2706 G 1979
 AE5867_MARK LOGO: MNHD
 AE5867_PROJECTION: FLUSH
 AE5867_MAGNETIC: I = MARKER IS A STEEL ROD
 AE5867_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AE5867
 AE5867  HISTORY     - Date     Condition        Report By
 AE5867  HISTORY     - 1979     MONUMENTED       MNHD
 AE5867  HISTORY     - 20021010 GOOD             USPSQD
 AE5867  HISTORY     - 20070726 MARK NOT FOUND   MNDT
 AE5867  HISTORY     - 20080407 MARK NOT FOUND   MNDT
 AE5867
 AE5867                          STATION DESCRIPTION
 AE5867
 AE5867'DESCRIBED BY MN HIGHWAY DEPT 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 SOUTHEAST 1/4 OF SECTION 25, T117N,
 AE5867'R23W.
 AE5867'
 AE5867'THE MARK IS 73 FEET SOUTH OF AND ABOUT 1 FOOT HIGHER THAN THE
 AE5867'EASTBOUND CENTERLINE OF HIGHWAY 7 AT ENGINEERS STATION 75+50 AND
 AE5867'MILEPOINT 184.6, 37 FEET NORTHEAST OF A STONE PICNIC TABLE, 30 FEET
 AE5867'WEST OF A 12 INCH ASH TREE AND 1 FOOT NORTH OF A STEEL WITNESS POST.
 AE5867'THE MARK, A STANDARD MNDT VERTICAL CONTROL MONUMENT DISK STAMPED
 AE5867'---2706 G 1979---, IS FASTENED TO THE TOP OF A 8 FOOT LONG SECTION OF
 AE5867'COPPER-CLAD STEEL ROD (MAGNETIC) WITH 4 INCHES OF STEEL SIGN POST
 AE5867'BOLTED TO THE BOTTOM AND SET IN 8 INCHES OF CONCRETE IN A 6 INCH
 AE5867'DIAMETER HOLE.  IT IS FLUSH WITH THE SURFACE OF THE GROUND.
 AE5867
 AE5867                          STATION RECOVERY (2002)
 AE5867
 AE5867'RECOVERY NOTE BY US POWER SQUADRON 2002 (SL)
 AE5867'RECOVERED IN GOOD CONDITION.
 AE5867
 AE5867                          STATION RECOVERY (2007)
 AE5867
 AE5867'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (VWC)
 AE5867'THE MARK WAS NOT RECOVERED.
 AE5867
 AE5867                          STATION RECOVERY (2008)
 AE5867
 AE5867'RECOVERY NOTE BY MN DEPT OF TRANSP 2008 (DAS)
 AE5867'THE MARK WAS NOT RECOVERED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 AE5870 ***********************************************************************
 AE5870  DESIGNATION -  2706 K
 AE5870  PID         -  AE5870
 AE5870  STATE/COUNTY-  MN/HENNEPIN
 AE5870  COUNTRY     -  US
 AE5870  USGS QUAD   -  EXCELSIOR (2019)
 AE5870
 AE5870                         *CURRENT SURVEY CONTROL
 AE5870  ______________________________________________________________________
 AE5870* NAD 83(2011) POSITION- 44 54 48.02357(N) 093 30 18.18699(W)   ADJUSTED
 AE5870* NAD 83(2011) ELLIP HT-   245.967 (meters)        (06/27/12)   ADJUSTED
 AE5870* NAD 83(2011) EPOCH   -  2010.00
 AE5870* NAVD 88 ORTHO HEIGHT -   272.777 (meters)      894.94  (feet) ADJUSTED
 AE5870  ______________________________________________________________________
 AE5870  GEOID HEIGHT    -        -26.822 (meters)                     GEOID18
 AE5870  NAD 83(2011) X  -   -276,616.578 (meters)                     COMP
 AE5870  NAD 83(2011) Y  - -4,516,106.183 (meters)                     COMP
 AE5870  NAD 83(2011) Z  -  4,480,707.047 (meters)                     COMP
 AE5870  LAPLACE CORR    -         -1.42  (seconds)                    DEFLEC18
 AE5870  DYNAMIC HEIGHT  -        272.773 (meters)      894.92  (feet) COMP
 AE5870  MODELED GRAVITY -    980,593.6   (mgal)                       NAVD 88
 AE5870
 AE5870  VERT ORDER      -  SECOND    CLASS I
 AE5870
 AE5870  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AE5870  Standards:
 AE5870         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AE5870            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AE5870  -------------------------------------------------------------------
 AE5870  NETWORK    0.41   0.73           0.19   0.13   0.37     -0.01491993
 AE5870  -------------------------------------------------------------------
 AE5870  Click here for local accuracies and other accuracy information.
 AE5870
 AE5870.The horizontal coordinates were established by GPS observations
 AE5870.and adjusted by the National Geodetic Survey in June 2012.
 AE5870
 AE5870.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AE5870.been affixed to the stable North American tectonic plate. See 
 AE5870.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AE5870
 AE5870.The horizontal coordinates are valid at the epoch date displayed above
 AE5870.which is a decimal equivalence of Year/Month/Day.
 AE5870
 AE5870.The orthometric height was determined by differential leveling and
 AE5870.adjusted by the NATIONAL GEODETIC SURVEY
 AE5870.in May 2020.
 AE5870
 AE5870.Significant digits in the geoid height do not necessarily reflect accuracy.
 AE5870.GEOID18 height accuracy estimate available here.
 AE5870
 AE5870.Click photographs - Photos may exist for this station.
 AE5870
 AE5870.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AE5870
 AE5870.The Laplace correction was computed from DEFLEC18 derived deflections.
 AE5870
 AE5870.The ellipsoidal height was determined by GPS observations
 AE5870.and is referenced to NAD 83.
 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. The following values were computed from the NAD 83(2011) position.
 AE5870
 AE5870;                    North         East     Units Scale Factor Converg.
 AE5870;SPC MN S     -   312,714.920   839,081.593   MT  0.99994785   +0 20 48.9
 AE5870;SPC MN S     - 1,025,965.53  2,752,886.86   sFT  0.99994785   +0 20 48.9
 AE5870;UTM  15      - 4,973,447.688   460,134.221   MT  0.99961954   -0 21 23.7
 AE5870
 AE5870!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AE5870!SPC MN S     -   0.99996144  x   0.99994785  =   0.99990929
 AE5870!UTM  15      -   0.99996144  x   0.99961954  =   0.99958099
 AE5870
 AE5870_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK6013473447(NAD 83)
 AE5870
 AE5870                          SUPERSEDED SURVEY CONTROL
 AE5870
 AE5870  NAD 83(2007)-  44 54 48.02378(N)    093 30 18.18786(W) AD(2002.00) 1
 AE5870  ELLIP H (02/25/11)  245.978  (m)                       GP(2002.00) 2 1
 AE5870  NAVD 88 (08/01/13)  272.776  (m)          894.93   (f) SUPERSEDED  2 1
 AE5870  NAVD 88 (02/25/11)  272.78   (m)  GEOID09  model used  GPS OBS        
 AE5870  NAVD 88 (11/23/99)  272.813  (m)          895.05   (f) SUPERSEDED  2 2
 AE5870
 AE5870.Superseded values are not recommended for survey control.
 AE5870
 AE5870.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE5870.See file dsdata.pdf to determine how the superseded data were derived.
 AE5870
 AE5870_MARKER: DV = VERTICAL CONTROL DISK
 AE5870_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 AE5870+WITH SETTING: INTO GROUND
 AE5870_STAMPING: 2706 K 1979
 AE5870_MARK LOGO: MNHD
 AE5870_PROJECTION: RECESSED 30 CENTIMETERS
 AE5870_MAGNETIC: I = MARKER IS A STEEL ROD
 AE5870_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AE5870_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE5870+SATELLITE: SATELLITE OBSERVATIONS - October 19, 2024
 AE5870
 AE5870  HISTORY     - Date     Condition        Report By
 AE5870  HISTORY     - 19791201 MONUMENTED       MNHD
 AE5870  HISTORY     - 20021017 MARK NOT FOUND   USPSQD
 AE5870  HISTORY     - 20070725 MARK NOT FOUND   MNDT
 AE5870  HISTORY     - 20080408 GOOD             MNDT
 AE5870  HISTORY     - 20110615 GOOD             MNDT
 AE5870  HISTORY     - 20180914 GOOD             USPSQD
 AE5870  HISTORY     - 20241019 POOR             USPSQD
 AE5870
 AE5870                          STATION DESCRIPTION
 AE5870
 AE5870'DESCRIBED BY MN HIGHWAY DEPT 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 SOUTHEAST 1/4 OF SECTION
 AE5870'30, T117N, R22W.  IT 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
 AE5870'---2706 K 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.  IT IS BURIED 2 INCHES BELOW THE SURFACE OF THE GROUND.
 AE5870
 AE5870                          STATION RECOVERY (2002)
 AE5870
 AE5870'RECOVERY NOTE BY US POWER SQUADRON 2002 (SL)
 AE5870'MARK NOT FOUND.
 AE5870
 AE5870                          STATION RECOVERY (2007)
 AE5870
 AE5870'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (PJG)
 AE5870'THE MARK WAS NOT RECOVERED.
 AE5870
 AE5870                          STATION RECOVERY (2008)
 AE5870
 AE5870'RECOVERY NOTE BY MN DEPT OF TRANSP 2008 (DAS)
 AE5870'THE MARK IS IN MINNETONKA, 0.1 MILE WEST ALONG TRUNK HIGHWAY 7 FROM
 AE5870'THE JUNCTION OF TRUNK HIGHWAY 101 AND TRUNK HIGHWAY 7, AT TRUNK
 AE5870'HIGHWAY 7 MILEPOINT 186.2, 66.0 FEET NORTH OF WESTBOUND TRUNK HIGHWAY
 AE5870'7, 35.0 FEET WEST OF SOUTH ENTRANCE TO SHOPPING CENTER, 20.0 FEET WEST
 AE5870'OF CURB AT SOUTH ENTRANCE TO SHOPPING CENTER, 19.25 FEET SOUTH OF
 AE5870'SOUTH BRICK PILLAR TARGET SIGN, 7.0 FEET SOUTH OF LIGHT POLE, 1.0 FOOT
 AE5870'SOUTH OF NORTH EDGE OF BITUMINOUS SIDEWALK.
 AE5870
 AE5870                          STATION RECOVERY (2011)
 AE5870
 AE5870'RECOVERY NOTE BY MN DEPT OF TRANSP 2011 (PJG)
 AE5870'RECOVERED IN GOOD CONDITION.
 AE5870
 AE5870                          STATION RECOVERY (2018)
 AE5870
 AE5870'RECOVERY NOTE BY US POWER SQUADRON 2018 (SMB)
 AE5870'THE MARK IS 7 FT (2.1 M) SOUTH OF A RED WITNESS TAG ON A WOOD POLE
 AE5870'STRUCTURE ENCASED IN A PVC PIPE WITH CAP.  THE FACE IS BADLY SCUFFED
 AE5870'AND NOT VERY LEGIBLE.
 AE5870
 AE5870                          STATION RECOVERY (2024)
 AE5870
 AE5870'RECOVERY NOTE BY US POWER SQUADRON 2024 (SMB)
 AE5870'THERE IS A NEW CONCRETE SIDEWALK WITHIN 6 INCHES (15 CM) OF THE EDGE
 AE5870'OF THE MARK.  THE PVC HOUSING APPEARS TO BE MISSING BUT THE 6 INCH (15
 AE5870'CM) ACCESS CAP REMAINS.  THE MARK WAS BURIED ( RECESSED 5 INCHES) WITH
 AE5870'DIRT AND BITING ANTS.  THE MARK FACE IS BADLY SCUFFED AND MOSTLY
 AE5870'ILLEGIBLE.  THE MARK IS 7 FT (2.1 M) SOUTHEAST OF THE WITNESS POST ON
 AE5870'THE POWER POLE.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DO5291 ***********************************************************************
 DO5291  DESIGNATION -  2706 K 1
 DO5291  PID         -  DO5291
 DO5291  STATE/COUNTY-  MN/HENNEPIN
 DO5291  COUNTRY     -  US
 DO5291  USGS QUAD   -  EXCELSIOR (2019)
 DO5291
 DO5291                         *CURRENT SURVEY CONTROL
 DO5291  ______________________________________________________________________
 DO5291* NAD 83(1986) POSITION- 44 54 04.1    (N) 093 30 41.3    (W)   HD_HELD2
 DO5291* NAVD 88 ORTHO HEIGHT -   286.760 (meters)      940.81  (feet) ADJUSTED
 DO5291  ______________________________________________________________________
 DO5291  GEOID HEIGHT    -        -26.808 (meters)                     GEOID18
 DO5291  DYNAMIC HEIGHT  -        286.756 (meters)      940.80  (feet) COMP
 DO5291  MODELED GRAVITY -    980,592.3   (mgal)                       NAVD 88
 DO5291
 DO5291  VERT ORDER      -  SECOND    CLASS I
 DO5291
 DO5291.The horizontal coordinates were established by autonomous hand held GPS
 DO5291.observations and have an estimated accuracy of +/- 10 meters.
 DO5291
 DO5291.The orthometric height was determined by differential leveling and
 DO5291.adjusted by the NATIONAL GEODETIC SURVEY
 DO5291.in May 2020.
 DO5291
 DO5291.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO5291.GEOID18 height accuracy estimate available here.
 DO5291
 DO5291.Click photographs - Photos may exist for this station.
 DO5291
 DO5291.The dynamic height is computed by dividing the NAVD 88
 DO5291.geopotential number by the normal gravity value computed on the
 DO5291.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO5291.degrees latitude (g = 980.6199 gals.).
 DO5291
 DO5291.The modeled gravity was interpolated from observed gravity values.
 DO5291
 DO5291;                    North         East    Units  Estimated Accuracy
 DO5291;SPC MN S     -   311,356.      838,583.      MT  (+/- 10 meters HH2 GPS)
 DO5291
 DO5291_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK5961872095(NAD 83)
 DO5291
 DO5291                          SUPERSEDED SURVEY CONTROL
 DO5291
 DO5291  NAVD 88 (08/01/13)  286.760  (m)          940.81   (f) SUPERSEDED  2 1
 DO5291
 DO5291.Superseded values are not recommended for survey control.
 DO5291
 DO5291.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DO5291.See file dsdata.pdf to determine how the superseded data were derived.
 DO5291
 DO5291_MARKER: DD = SURVEY DISK
 DO5291_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 DO5291+WITH SETTING: PAVEMENT
 DO5291_SP_SET: SIGNAL LIGHT BASE
 DO5291_STAMPING: 2706 K 1 2008
 DO5291_MARK LOGO: MNDT
 DO5291_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DO5291+STABILITY: SURFACE MOTION
 DO5291_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DO5291+SATELLITE: SATELLITE OBSERVATIONS - June 15, 2011
 DO5291
 DO5291  HISTORY     - Date     Condition        Report By
 DO5291  HISTORY     - 20080515 MONUMENTED       MNDT
 DO5291  HISTORY     - 20110615 GOOD             MNDT
 DO5291  HISTORY     - 20181015 MARK NOT FOUND   USPSQD
 DO5291
 DO5291                          STATION DESCRIPTION
 DO5291
 DO5291'DESCRIBED BY MN DEPT OF TRANSP 2011 (PJG)
 DO5291'THE GEODETIC CONTROL MARK IS LOCATED ABOUT 3.8 MI (6.1 KM)
 DO5291'NORTH-NORTHWEST OF EDEN PRAIRIE, 2.9 MI (4.7 KM) SOUTHWEST OF HOPKINS
 DO5291'AND 2.7 MI (4.3 KM) EAST OF EXCELSIOR.
 DO5291'
 DO5291'IN MINNETONKA, 1.0 MI (1.6 KM) SOUTH ALONG COUNTY ROAD 101 FROM THE
 DO5291'JUNCTION OF COUNTY ROAD 101 AND TRUNK HIGHWAY 7 TO THE JUNCTION ON
 DO5291'HANUS ROAD.
 DO5291'
 DO5291'THE GEODETIC CONTROL MARK IS FOUND 56.6 FT (17.3 M) EAST OF COUNTY
 DO5291'ROAD 101, 44.5 FT (13.6 M) SOUTH OF ENTRANCE TO CLEAR SPRING
 DO5291'ELEMENTARY, 17.8 FT (5.4 M) NORTH OF THE NORTHWEST CORNER OF AN
 DO5291'ELECTRICAL BOX, IN THE WEST SIDE OF THE CONCRETE BASE OF A TRAFFIC
 DO5291'LIGHT IN THE SOUTHEAST QUADRANT AT THE JUNCTION OF COUNTY ROAD 101 AND
 DO5291'HANUS ROAD.
 DO5291
 DO5291                          STATION RECOVERY (2018)
 DO5291
 DO5291'RECOVERY NOTE BY US POWER SQUADRON 2018 (SMB)
 DO5291'THIS ENTIRE INTERSECTION OF HIGHWAY 101 AND HANUS ROAD HAS BEEN
 DO5291'WIDENED AND THE ORIGINAL TRAFFIC SEMAPHORE AND FLUSH CONCRETE BASE
 DO5291'WHERE THE MARK RESIDED HAS BEEN REMOVED.  THE NEW TRAFFIC SEMAPHORE
 DO5291'HAS A RAISED CONCRETE BASE AND THERE IS NO SIGN OF THE MARK.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 AE5871 ***********************************************************************
 AE5871  DESIGNATION -  2706 L
 AE5871  PID         -  AE5871
 AE5871  STATE/COUNTY-  MN/HENNEPIN
 AE5871  COUNTRY     -  US
 AE5871  USGS QUAD   -  HOPKINS (2019)
 AE5871
 AE5871                         *CURRENT SURVEY CONTROL
 AE5871  ______________________________________________________________________
 AE5871* NAD 83(1986) POSITION- 44 55 01.11   (N) 093 29 36.49   (W)   HD_HELD1
 AE5871* NAVD 88 ORTHO HEIGHT -   277.559 (meters)      910.62  (feet) ADJUSTED
 AE5871  ______________________________________________________________________
 AE5871  GEOID HEIGHT    -        -26.832 (meters)                     GEOID18
 AE5871  DYNAMIC HEIGHT  -        277.555 (meters)      910.61  (feet) COMP
 AE5871  MODELED GRAVITY -    980,593.8   (mgal)                       NAVD 88
 AE5871
 AE5871  VERT ORDER      -  SECOND    CLASS I
 AE5871
 AE5871.The horizontal coordinates were determined by differentially corrected
 AE5871.hand held GPS observations or other comparable positioning techniques
 AE5871.and have an estimated accuracy of +/- 3 meters.
 AE5871
 AE5871.The orthometric height was determined by differential leveling and
 AE5871.adjusted by the NATIONAL GEODETIC SURVEY
 AE5871.in May 2020.
 AE5871
 AE5871.Significant digits in the geoid height do not necessarily reflect accuracy.
 AE5871.GEOID18 height accuracy estimate available here.
 AE5871
 AE5871.Click photographs - Photos may exist for this station.
 AE5871
 AE5871.The dynamic height is computed by dividing the NAVD 88
 AE5871.geopotential number by the normal gravity value computed on the
 AE5871.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE5871.degrees latitude (g = 980.6199 gals.).
 AE5871
 AE5871.The modeled gravity was interpolated from observed gravity values.
 AE5871
 AE5871;                    North         East    Units  Estimated Accuracy
 AE5871;SPC MN S     -   313,124.5     839,993.6     MT  (+/- 3 meters HH1 GPS) 
 AE5871
 AE5871_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK6105073845(NAD 83)
 AE5871
 AE5871                          SUPERSEDED SURVEY CONTROL
 AE5871
 AE5871  NAVD 88 (08/01/13)  277.558  (m)          910.62   (f) SUPERSEDED  2 1
 AE5871  NAVD 88 (11/23/99)  277.556  (m)          910.62   (f) SUPERSEDED  2 2
 AE5871
 AE5871.Superseded values are not recommended for survey control.
 AE5871
 AE5871.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE5871.See file dsdata.pdf to determine how the superseded data were derived.
 AE5871
 AE5871_MARKER: DV = VERTICAL CONTROL DISK
 AE5871_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 AE5871+WITH SETTING: INFORMATION.
 AE5871_STAMPING: 2706 L 1979
 AE5871_MARK LOGO: MNHD
 AE5871_PROJECTION: RECESSED 5 CENTIMETERS
 AE5871_MAGNETIC: I = MARKER IS A STEEL ROD
 AE5871_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AE5871_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE5871+SATELLITE: SATELLITE OBSERVATIONS - October 15, 2018
 AE5871_ROD/PIPE-DEPTH: 2.4 meters
 AE5871
 AE5871  HISTORY     - Date     Condition        Report By
 AE5871  HISTORY     - 19791201 MONUMENTED       MNHD
 AE5871  HISTORY     - 20021017 MARK NOT FOUND   USPSQD
 AE5871  HISTORY     - 20061028 GOOD             USPSQD
 AE5871  HISTORY     - 20070725 GOOD             MNDT
 AE5871  HISTORY     - 20110615 GOOD             MNDT
 AE5871  HISTORY     - 20181015 GOOD             USPSQD
 AE5871
 AE5871                          STATION DESCRIPTION
 AE5871
 AE5871'DESCRIBED BY MN HIGHWAY DEPT 1979 (EGS)
 AE5871'THE MARK IS LOCATED IN THE TOWN OF MINNETONKA, 0.4 MILE NORTHEAST
 AE5871'ALONG TRUNK HIGHWAY 7 FROM ITS JUNCTION WITH TRUNK HIGHWAY 101 AND IS
 AE5871'IN THE NW 1/4 OF SECTION 29, T117N, R22W.  THE MARK IS 40 FEET SOUTH
 AE5871'OF AND ABOUT 1 FOOT LOWER THAN THE CENTERLINE OF EASTBOUND HIGHWAY 7
 AE5871'AT ENGINEERS STATION 117+75 AND MILEPOINT 186.7, 38 FEET NORTHWEST OF
 AE5871'A DOUBLE BOXELDER TREE, 25 FEET SOUTHWEST OF A CATCH BASIN, 21 FEET
 AE5871'SOUTH OF THE END OF A BITUMINOUS CURB AND 1 FOOT NORTH OF A STEEL
 AE5871'WITNESS POST.  THE MARK, A STANDARD MNDT VERTICAL CONTROL MONUMENT
 AE5871'DISK STAMPED---2706 L 1979---, IS FASTENED TO THE TOP OF A 8 FOOT LONG
 AE5871'SECTION OF COPPER-CLAD STEEL ROD (MAGNETIC) WITH 4 INCHES OF STEEL
 AE5871'SIGN POST BOLTED TO THE BOTTOM AND SET IN 8 INCHES OF CONCRETE IN A 6
 AE5871'INCH DIAMETER HOLE.  THE MARK IS BURIED 2 INCHES BELOW THE SURFACE OF
 AE5871'THE GROUND.
 AE5871
 AE5871                          STATION RECOVERY (2002)
 AE5871
 AE5871'RECOVERY NOTE BY US POWER SQUADRON 2002 (SL)
 AE5871'MARK NOT FOUND.
 AE5871
 AE5871                          STATION RECOVERY (2006)
 AE5871
 AE5871'RECOVERY NOTE BY US POWER SQUADRON 2006 (BWK)
 AE5871'RECOVERED IN GOOD CONDITION.
 AE5871
 AE5871                          STATION RECOVERY (2007)
 AE5871
 AE5871'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (PJG)
 AE5871'THE MARK IS LOCATED ABOUT 4.4 MI (7.1 KM) NORTH-NORTHWEST OF EDEN
 AE5871'PRAIRIE, 3.7 MI (6.0 KM) EAST-NORTHEAST OF EXCELSIOR AND 1.6 MI (2.6
 AE5871'KM) WEST-SOUTHWEST OF HOPKINS.
 AE5871'
 AE5871'TO REACH TO THE MARK, IN MINNETONKA, 0.4 MI (0.6 KM) NORTHEAST ALONG
 AE5871'TRUNK HIGHWAY 7 FROM THE JUNCTION OF TRUNK HIGHWAY 101 AND TRUNK
 AE5871'HIGHWAY 7, AT TRUNK HIGHWAY 7 MILE POINT 186.7, 40 FT (12.2 M) SOUTH
 AE5871'OF EASTBOUND TRUNK HIGHWAY 7, 38 FT (11.6 M) NORTHWEST OF DOUBLE BOX
 AE5871'ELDER TREE, 25 FT (7.6 M) SOUTHWEST OF CATCH BASIN, 21 FT (6.4 M)
 AE5871'SOUTH OF END OF BITUMINOUS CURB, 1.0 FT (0.3 M) NORTH OF A WITNESS
 AE5871'POST.
 AE5871
 AE5871                          STATION RECOVERY (2011)
 AE5871
 AE5871'RECOVERY NOTE BY MN DEPT OF TRANSP 2011 (PJG)
 AE5871'RECOVERED IN GOOD CONDITION.
 AE5871
 AE5871                          STATION RECOVERY (2018)
 AE5871
 AE5871'RECOVERY NOTE BY US POWER SQUADRON 2018 (BDB)
 AE5871'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 AE5872 ***********************************************************************
 AE5872  DESIGNATION -  2706 M
 AE5872  PID         -  AE5872
 AE5872  STATE/COUNTY-  MN/HENNEPIN
 AE5872  COUNTRY     -  US
 AE5872  USGS QUAD   -  HOPKINS (2019)
 AE5872
 AE5872                         *CURRENT SURVEY CONTROL
 AE5872  ______________________________________________________________________
 AE5872* NAD 83(1986) POSITION- 44 55 08.46   (N) 093 29 06.10   (W)   HD_HELD1
 AE5872* NAVD 88 ORTHO HEIGHT -   299.300 (meters)      981.95  (feet) ADJUSTED
 AE5872  ______________________________________________________________________
 AE5872  GEOID HEIGHT    -        -26.838 (meters)                     GEOID18
 AE5872  DYNAMIC HEIGHT  -        299.296 (meters)      981.94  (feet) COMP
 AE5872  MODELED GRAVITY -    980,594.2   (mgal)                       NAVD 88
 AE5872
 AE5872  VERT ORDER      -  SECOND    CLASS I
 AE5872
 AE5872.The horizontal coordinates were determined by differentially corrected
 AE5872.hand held GPS observations or other comparable positioning techniques
 AE5872.and have an estimated accuracy of +/- 3 meters.
 AE5872
 AE5872.The orthometric height was determined by differential leveling and
 AE5872.adjusted by the NATIONAL GEODETIC SURVEY
 AE5872.in May 2020.
 AE5872
 AE5872.Significant digits in the geoid height do not necessarily reflect accuracy.
 AE5872.GEOID18 height accuracy estimate available here.
 AE5872
 AE5872.Click photographs - Photos may exist for this station.
 AE5872
 AE5872.The dynamic height is computed by dividing the NAVD 88
 AE5872.geopotential number by the normal gravity value computed on the
 AE5872.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE5872.degrees latitude (g = 980.6199 gals.).
 AE5872
 AE5872.The modeled gravity was interpolated from observed gravity values.
 AE5872
 AE5872;                    North         East    Units  Estimated Accuracy
 AE5872;SPC MN S     -   313,355.5     840,658.7     MT  (+/- 3 meters HH1 GPS) 
 AE5872
 AE5872_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK6171874068(NAD 83)
 AE5872
 AE5872                          SUPERSEDED SURVEY CONTROL
 AE5872
 AE5872  NAVD 88 (08/01/13)  299.299  (m)          981.95   (f) SUPERSEDED  2 1
 AE5872  NAVD 88 (11/23/99)  299.295  (m)          981.94   (f) SUPERSEDED  2 2
 AE5872
 AE5872.Superseded values are not recommended for survey control.
 AE5872
 AE5872.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE5872.See file dsdata.pdf to determine how the superseded data were derived.
 AE5872
 AE5872_MARKER: DV = VERTICAL CONTROL DISK
 AE5872_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 AE5872+WITH SETTING: INFORMATION.
 AE5872_STAMPING: 2706 M 1979
 AE5872_MARK LOGO: MNHD
 AE5872_PROJECTION: FLUSH
 AE5872_MAGNETIC: I = MARKER IS A STEEL ROD
 AE5872_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AE5872_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE5872+SATELLITE: SATELLITE OBSERVATIONS - April 27, 2023
 AE5872
 AE5872  HISTORY     - Date     Condition        Report By
 AE5872  HISTORY     - 19791201 MONUMENTED       MNHD
 AE5872  HISTORY     - 20021127 GOOD             USPS
 AE5872  HISTORY     - 20061028 GOOD             USPSQD
 AE5872  HISTORY     - 20070725 GOOD             MNDT
 AE5872  HISTORY     - 20110615 GOOD             MNDT
 AE5872  HISTORY     - 20181015 GOOD             USPSQD
 AE5872  HISTORY     - 20200406 GOOD             MNDT
 AE5872  HISTORY     - 20230427 GOOD             USPSQD
 AE5872
 AE5872                          STATION DESCRIPTION
 AE5872
 AE5872'DESCRIBED BY MN HIGHWAY DEPT 1979 (EGS)
 AE5872'THE MARK IS LOCATED IN THE TOWN OF MINNETONKA, IN FRONT OF THE
 AE5872'MINNEAPOLIS GOSPEL FELLOWSHIP CHURCH, O.9 MILE NORTHEAST ALONG TRUNK
 AE5872'HIGHWAY 7 FROM ITS JUNCTION WITH TRUNK HIGHWAY 101 IN MINNETONKA AND
 AE5872'IN THE NE 1/4 OF SECTION 29, T117N, R22W.  THE MARK IS 44 FEET SOUTH
 AE5872'OF AND ABOUT LEVEL WITH A CATCH BASIN ON THE SOUTH CURB LINE OF
 AE5872'EASTBOUND HIGHWAY 7, IS ABOUT 200 FEET EAST OF THE ENTRANCE TO THE
 AE5872'CHURCH AND IS 1 FOOT NORTH OF A STEEL WITNESS POST.  THE MARK, A
 AE5872'STANDARD MNDT VERTICAL CONTROL MONUMENT DISK STAMPED---2706 M 1979---,
 AE5872'IS FASTENED TO THE TOP OF A 8 FOOT LONG SECTION OF COPPER-CLAD STEEL
 AE5872'ROD (MAGNETIC) WITH 4 INCHES OF STEEL SIGN POST BOLTED TO THE BOTTOM
 AE5872'AND SET IN 8 INCHES OF CONCRETE IN A 6 INCH DIAMETER HOLE.  THE MARK
 AE5872'IS FLUSH WITH THE SURFACE OF THE GROUND.
 AE5872
 AE5872                          STATION RECOVERY (2002)
 AE5872
 AE5872'RECOVERY NOTE BY US POSTAL SERVICE 2002 (REA)
 AE5872'RECOVERED IN GOOD CONDITION.
 AE5872
 AE5872                          STATION RECOVERY (2006)
 AE5872
 AE5872'RECOVERY NOTE BY US POWER SQUADRON 2006 (BWK)
 AE5872'RECOVERED IN GOOD CONDITION.
 AE5872
 AE5872                          STATION RECOVERY (2007)
 AE5872
 AE5872'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (PJG)
 AE5872'THE MARK IS LOCATED ABOUT 4.5 MI (7.2 KM) NORTH OF EDEN PRAIRIE, 4.1
 AE5872'MI (6.6 KM) EAST-NORTHEAST OF EXCELSIOR AND 1.2 MI (1.9 KM)
 AE5872'WEST-SOUTHWEST OF HOPKINS.
 AE5872'
 AE5872'TO REACH TO THE MARK, IN MINNETONKA, 0.9 MI (1.4 KM) NORTHEAST ALONG
 AE5872'TRUNK HIGHWAY 7 FROM THE JUNCTION OF TRUNK HIGHWAY 101 AND TRUNK
 AE5872'HIGHWAY 7, IN FRONT OF CHURCH, 44 FT (13.4 M) SOUTH OF CATCH BASIN,
 AE5872'250 FT (76.2 M) EAST OF CHURCH ENTRANCE, 1.0 FT (0.3 M) NORTH OF A
 AE5872'WITNESS POST.
 AE5872
 AE5872                          STATION RECOVERY (2011)
 AE5872
 AE5872'RECOVERY NOTE BY MN DEPT OF TRANSP 2011 (PJG)
 AE5872'RECOVERED IN GOOD CONDITION.
 AE5872
 AE5872                          STATION RECOVERY (2018)
 AE5872
 AE5872'RECOVERY NOTE BY US POWER SQUADRON 2018 (BDB)
 AE5872'RECOVERED IN GOOD CONDITION.
 AE5872
 AE5872                          STATION RECOVERY (2020)
 AE5872
 AE5872'RECOVERY NOTE BY MN DEPT OF TRANSP 2020 (MPP)
 AE5872'RECOVERED IN GOOD CONDITION.
 AE5872
 AE5872                          STATION RECOVERY (2023)
 AE5872
 AE5872'RECOVERY NOTE BY US POWER SQUADRON 2023 (SMB)
 AE5872'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 AE5350 ***********************************************************************
 AE5350  DESIGNATION -  2706 Q
 AE5350  PID         -  AE5350
 AE5350  STATE/COUNTY-  MN/HENNEPIN
 AE5350  COUNTRY     -  US
 AE5350  USGS QUAD   -  HOPKINS (2019)
 AE5350
 AE5350                         *CURRENT SURVEY CONTROL
 AE5350  ______________________________________________________________________
 AE5350* NAD 83(1986) POSITION- 44 55 32.08   (N) 093 26 50.08   (W)   HD_HELD1
 AE5350* NAVD 88 ORTHO HEIGHT -   310.069 (meters)     1017.28  (feet) ADJUSTED
 AE5350  ______________________________________________________________________
 AE5350  GEOID HEIGHT    -        -26.880 (meters)                     GEOID18
 AE5350  DYNAMIC HEIGHT  -        310.064 (meters)     1017.27  (feet) COMP
 AE5350  MODELED GRAVITY -    980,592.0   (mgal)                       NAVD 88
 AE5350
 AE5350  VERT ORDER      -  SECOND    CLASS I
 AE5350
 AE5350.The horizontal coordinates were determined by differentially corrected
 AE5350.hand held GPS observations or other comparable positioning techniques
 AE5350.and have an estimated accuracy of +/- 3 meters.
 AE5350
 AE5350.The orthometric height was determined by differential leveling and
 AE5350.adjusted by the NATIONAL GEODETIC SURVEY
 AE5350.in November 1999.
 AE5350
 AE5350.Significant digits in the geoid height do not necessarily reflect accuracy.
 AE5350.GEOID18 height accuracy estimate available here.
 AE5350
 AE5350.Click photographs - Photos may exist for this station.
 AE5350
 AE5350.The dynamic height is computed by dividing the NAVD 88
 AE5350.geopotential number by the normal gravity value computed on the
 AE5350.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE5350.degrees latitude (g = 980.6199 gals.).
 AE5350
 AE5350.The modeled gravity was interpolated from observed gravity values.
 AE5350
 AE5350;                    North         East    Units  Estimated Accuracy
 AE5350;SPC MN S     -   314,104.1     843,636.9     MT  (+/- 3 meters HH1 GPS) 
 AE5350
 AE5350_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK6470474780(NAD 83)
 AE5350
 AE5350                          SUPERSEDED SURVEY CONTROL
 AE5350
 AE5350.No superseded survey control is available for this station.
 AE5350
 AE5350_MARKER: DB = BENCH MARK DISK
 AE5350_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 AE5350_SP_SET: BRIDGE ABUTMENT
 AE5350_STAMPING: 2706 Q 1979
 AE5350_MARK LOGO: MNHD
 AE5350_MAGNETIC: N = NO MAGNETIC MATERIAL
 AE5350_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AE5350_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AE5350+SATELLITE: SATELLITE OBSERVATIONS - October 13, 2024
 AE5350
 AE5350  HISTORY     - Date     Condition        Report By
 AE5350  HISTORY     - 19790401 MONUMENTED       MNHD
 AE5350  HISTORY     - 20021017 GOOD             USPSQD
 AE5350  HISTORY     - 20060927 GOOD             USPSQD
 AE5350  HISTORY     - 20070313 GOOD             MNDT
 AE5350  HISTORY     - 20070725 GOOD             MNDT
 AE5350  HISTORY     - 20110615 GOOD             MNDT
 AE5350  HISTORY     - 20130911 GOOD             MNDT
 AE5350  HISTORY     - 20241013 GOOD             USPSQD
 AE5350
 AE5350                          STATION DESCRIPTION
 AE5350
 AE5350'DESCRIBED BY MN HIGHWAY DEPT 1979 (EGS)
 AE5350'THE MARK IS LOCATED IN THE TOWN OF MINNETONKA 0.16 MILE EAST ALONG
 AE5350'TRUNK HIGHWAY 7 FROM ITS JUNCTION WITH INTERSTATE HIGHWAY 494, AT THE
 AE5350'JUNCTION OF BAKER ROAD (C.S.A.H. 60) AND IS IN THE SE 1/4 OF SECTION
 AE5350'22, T117N, R22W.  THE MARK, A STANDARD MNDT BENCH MARK DISK
 AE5350'STAMPED---2706 Q 1979---, IS SET IN THE SOUTHEAST CORNER OF BRIDGE
 AE5350'NUMBER 27054 (BAKER ROAD OVER HIGHWAY 7).
 AE5350
 AE5350                          STATION RECOVERY (2002)
 AE5350
 AE5350'RECOVERY NOTE BY US POWER SQUADRON 2002 (SL)
 AE5350'RECOVERED IN GOOD CONDITION.
 AE5350
 AE5350                          STATION RECOVERY (2006)
 AE5350
 AE5350'RECOVERY NOTE BY US POWER SQUADRON 2006 (REA)
 AE5350'RECOVERED IN GOOD CONDITION.
 AE5350
 AE5350                          STATION RECOVERY (2007)
 AE5350
 AE5350'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (FAD)
 AE5350'RECOVERED AS DESCRIBED.
 AE5350
 AE5350                          STATION RECOVERY (2007)
 AE5350
 AE5350'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (PJG)
 AE5350'THE MARK IS LOCATED ABOUT 6.0 MI (9.7 KM) EAST-NORTHEAST OF EXCELSIOR,
 AE5350'5.0 MI (8.0 KM) NORTH-NORTHEAST OF EDEN PRAIRIE AND 0.8 MI (1.3 KM)
 AE5350'EAST OF HOPKINS.
 AE5350'
 AE5350'TO REACH TO THE MARK, IN MINNETONKA, 0.16 MI (0.3 KM) EAST ALONG TRUNK
 AE5350'HIGHWAY 7 FROM THE JUNCTION OF INTERSTATE HIGHWAY 494 AND TRUNK
 AE5350'HIGHWAY 7, IN SOUTHEAST CORNER OF COUNTY ROAD 60 (BAKER ROAD) BRIDGE
 AE5350'27054 OVER TRUNK HIGHWAY 7, 37.5 FT (11.4 M) EAST OF BAKER ROAD.
 AE5350
 AE5350                          STATION RECOVERY (2011)
 AE5350
 AE5350'RECOVERY NOTE BY MN DEPT OF TRANSP 2011 (PJG)
 AE5350'NOTE-BENCH MARK DISK WAS SET IN THE BRIDGE WHEN IT WAS BUILT IN 1969
 AE5350'THEN STAMPED WHEN USED IN 1979.
 AE5350
 AE5350                          STATION RECOVERY (2013)
 AE5350
 AE5350'RECOVERY NOTE BY MN DEPT OF TRANSP 2013 (KMS)
 AE5350'IN MINNETONKA, IN SOUTHEAST CORNER OF COUNTY ROAD 60/ BAKER ROAD
 AE5350'BRIDGE NUMBER 27054 OVER TRUNK HIGHWAY 7, 0.16 MILE EAST ALONG TRUNK
 AE5350'HIGHWAY 7 FROM JUNCTION OF TRUNK HIGHWAY 7 AND INTERSTATE HIGHWAY 494,
 AE5350'37.5 FEET EAST OF BAKER ROAD.  DISK SET IN BRIDGE WHEN BUILT IN 1969,
 AE5350'THEN STAMPED WHEN USED IN 1979.
 AE5350
 AE5350                          STATION RECOVERY (2024)
 AE5350
 AE5350'RECOVERY NOTE BY US POWER SQUADRON 2024 (SMB)
 AE5350'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 AE5351 ***********************************************************************
 AE5351  DESIGNATION -  2706 R
 AE5351  PID         -  AE5351
 AE5351  STATE/COUNTY-  MN/HENNEPIN
 AE5351  COUNTRY     -  US
 AE5351  USGS QUAD   -  HOPKINS (2019)
 AE5351
 AE5351                         *CURRENT SURVEY CONTROL
 AE5351  ______________________________________________________________________
 AE5351* NAD 83(1986) POSITION- 44 55 33.75   (N) 093 26 18.40   (W)   HD_HELD1
 AE5351* NAVD 88 ORTHO HEIGHT -   304.546 (meters)      999.16  (feet) ADJUSTED
 AE5351  ______________________________________________________________________
 AE5351  GEOID HEIGHT    -        -26.891 (meters)                     GEOID18
 AE5351  DYNAMIC HEIGHT  -        304.541 (meters)      999.15  (feet) COMP
 AE5351  MODELED GRAVITY -    980,591.1   (mgal)                       NAVD 88
 AE5351
 AE5351  VERT ORDER      -  SECOND    CLASS I
 AE5351
 AE5351.The horizontal coordinates were determined by differentially corrected
 AE5351.hand held GPS observations or other comparable positioning techniques
 AE5351.and have an estimated accuracy of +/- 3 meters.
 AE5351
 AE5351.The orthometric height was determined by differential leveling and
 AE5351.adjusted by the NATIONAL GEODETIC SURVEY
 AE5351.in November 1999.
 AE5351
 AE5351.Significant digits in the geoid height do not necessarily reflect accuracy.
 AE5351.GEOID18 height accuracy estimate available here.
 AE5351
 AE5351.Click photographs - Photos may exist for this station.
 AE5351
 AE5351.The dynamic height is computed by dividing the NAVD 88
 AE5351.geopotential number by the normal gravity value computed on the
 AE5351.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE5351.degrees latitude (g = 980.6199 gals.).
 AE5351
 AE5351.The modeled gravity was interpolated from observed gravity values.
 AE5351
 AE5351;                    North         East    Units  Estimated Accuracy
 AE5351;SPC MN S     -   314,160.4     844,331.2     MT  (+/- 3 meters HH1 GPS) 
 AE5351
 AE5351_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK6539974828(NAD 83)
 AE5351
 AE5351                          SUPERSEDED SURVEY CONTROL
 AE5351
 AE5351.No superseded survey control is available for this station.
 AE5351
 AE5351_MARKER: DV = VERTICAL CONTROL DISK
 AE5351_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AE5351_STAMPING: 2706 R 1979
 AE5351_MARK LOGO: MNHD
 AE5351_PROJECTION: FLUSH
 AE5351_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AE5351_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AE5351_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AE5351+SATELLITE: SATELLITE OBSERVATIONS - October 13, 2024
 AE5351
 AE5351  HISTORY     - Date     Condition        Report By
 AE5351  HISTORY     - 1979     MONUMENTED       MNHD
 AE5351  HISTORY     - 20021017 MARK NOT FOUND   USPSQD
 AE5351  HISTORY     - 20031101 GOOD             USPSQD
 AE5351  HISTORY     - 20051101 GOOD             USPSQD
 AE5351  HISTORY     - 20061028 GOOD             USPSQD
 AE5351  HISTORY     - 20070313 GOOD             MNDT
 AE5351  HISTORY     - 20070725 GOOD             MNDT
 AE5351  HISTORY     - 20241013 GOOD             USPSQD
 AE5351
 AE5351                          STATION DESCRIPTION
 AE5351
 AE5351'DESCRIBED BY MN HIGHWAY DEPT 1979 (EGS)
 AE5351'THE MARK IS LOCATED IN THE TOWN OF MINNETONKA, 0.6 MILE EAST ALONG
 AE5351'TRUNK HIGHWAY 7 FROM ITS JUNCTION WITH INTERSTATE HIGHWAY 494 AND IN
 AE5351'THE SW 1/4 OF SECTION 23, T117N, R22W.  THE MARK IS 84 FEET SOUTH OF
 AE5351'THE CENTERLINE OF EASTBOUND HIGHWAY 7 AT MILEPOINT 189.5, 16 FEET
 AE5351'NORTH OF AND ABOUT 0.5 FOOT LOWER THAN THE CENTERLINE OF THE SOUTH
 AE5351'FRONTAGE ROAD, 143 FEET WEST OF A HIGHWAY LIGHT AND 4 FEET SOUTH OF
 AE5351'THE CHAIN LINK FENCE AT A SURVEY MARKER SIGN.  THE MARK, A STANDARD
 AE5351'MNDT VERTICAL CONTROL MONUMENT DISK STAMPED---2706 R 1979---, IS
 AE5351'FASTENED TO THE TOP OF A 8 FOOT LONG COPPER CLAD STEEL ROD (MAGNETIC)
 AE5351'WITH 4 INCHES OF STEEL SIGN POST BOLTED TO THE BOTTOM AND SET IN 8
 AE5351'INCHES OF CONCRETE IN A 6 INCH DIAMETER HOLE.  THE MARK IS BURIED 1
 AE5351'INCH BELOW THE SURFACE OF THE GROUND.
 AE5351
 AE5351                          STATION RECOVERY (2002)
 AE5351
 AE5351'RECOVERY NOTE BY US POWER SQUADRON 2002 (SL)
 AE5351'MARK NOT FOUND.
 AE5351
 AE5351                          STATION RECOVERY (2003)
 AE5351
 AE5351'RECOVERY NOTE BY US POWER SQUADRON 2003 (REA)
 AE5351'RECOVERED IN GOOD CONDITION.
 AE5351
 AE5351                          STATION RECOVERY (2005)
 AE5351
 AE5351'RECOVERY NOTE BY US POWER SQUADRON 2005 (REA)
 AE5351'RECOVERED IN GOOD CONDITION.
 AE5351
 AE5351                          STATION RECOVERY (2006)
 AE5351
 AE5351'RECOVERY NOTE BY US POWER SQUADRON 2006 (BWK)
 AE5351'RECOVERED IN GOOD CONDITION.
 AE5351
 AE5351                          STATION RECOVERY (2007)
 AE5351
 AE5351'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (FAD)
 AE5351'RECOVERED AS DESCRIBED.
 AE5351
 AE5351                          STATION RECOVERY (2007)
 AE5351
 AE5351'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (PJG)
 AE5351'THE MARK IS LOCATED ABOUT 6.5 MI (10.5 KM) EAST-NORTHEAST OF
 AE5351'EXCELSIOR, 5.2 MI (8.4 KM) NORTH-NORTHEAST OF EDEN PRAIRIE AND 1.2 MI
 AE5351'(1.9 KM) EAST OF HOPKINS.
 AE5351'
 AE5351'TO REACH TO THE MARK, IN MINNETONKA, 0.6 MI (1.0 KM) EAST ALONG TRUNK
 AE5351'HIGHWAY 7 FROM THE JUNCTION OF INTERSTATE HIGHWAY 494 AND TRUNK
 AE5351'HIGHWAY 7, AT TRUNK HIGHWAY 7 MILE POINT 189.5, 143 FT (43.6 M)
 AE5351'SOUTHWEST OF HIGHWAY LIGHT, 16 FT (4.9 M) NORTH OF SOUTH FRONTAGE
 AE5351'ROAD, 4 FT (1.2 M) SOUTH OF A FENCE, 84 FT (25.6 M) SOUTH OF EASTBOUND
 AE5351'TRUNK HIGHWAY 7, 4.0 SOUTH OF A WITNESS POST.
 AE5351
 AE5351                          STATION RECOVERY (2024)
 AE5351
 AE5351'RECOVERY NOTE BY US POWER SQUADRON 2024 (SMB)
 AE5351'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 AE5352 ***********************************************************************
 AE5352  DESIGNATION -  2706 S
 AE5352  PID         -  AE5352
 AE5352  STATE/COUNTY-  MN/HENNEPIN
 AE5352  COUNTRY     -  US
 AE5352  USGS QUAD   -  HOPKINS (2019)
 AE5352
 AE5352                         *CURRENT SURVEY CONTROL
 AE5352  ______________________________________________________________________
 AE5352* NAD 83(2011) POSITION- 44 55 48.92748(N) 093 25 44.30697(W)   ADJUSTED
 AE5352* NAD 83(2011) ELLIP HT-   262.497 (meters)        (06/27/12)   ADJUSTED
 AE5352* NAD 83(2011) EPOCH   -  2010.00
 AE5352* NAVD 88 ORTHO HEIGHT -   289.409 (meters)      949.50  (feet) ADJUSTED
 AE5352  ______________________________________________________________________
 AE5352  GEOID HEIGHT    -        -26.905 (meters)                     GEOID18
 AE5352  NAD 83(2011) X  -   -270,541.106 (meters)                     COMP
 AE5352  NAD 83(2011) Y  - -4,515,155.906 (meters)                     COMP
 AE5352  NAD 83(2011) Z  -  4,482,049.999 (meters)                     COMP
 AE5352  LAPLACE CORR    -         -3.39  (seconds)                    DEFLEC18
 AE5352  DYNAMIC HEIGHT  -        289.404 (meters)      949.49  (feet) COMP
 AE5352  MODELED GRAVITY -    980,590.5   (mgal)                       NAVD 88
 AE5352
 AE5352  VERT ORDER      -  SECOND    CLASS I
 AE5352
 AE5352  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AE5352  Standards:
 AE5352         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AE5352            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AE5352  -------------------------------------------------------------------
 AE5352  NETWORK    0.58   0.82           0.26   0.20   0.42      0.17991597
 AE5352  -------------------------------------------------------------------
 AE5352  Click here for local accuracies and other accuracy information.
 AE5352
 AE5352.The horizontal coordinates were established by GPS observations
 AE5352.and adjusted by the National Geodetic Survey in June 2012.
 AE5352
 AE5352.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AE5352.been affixed to the stable North American tectonic plate. See 
 AE5352.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AE5352
 AE5352.The horizontal coordinates are valid at the epoch date displayed above
 AE5352.which is a decimal equivalence of Year/Month/Day.
 AE5352
 AE5352.The orthometric height was determined by differential leveling and
 AE5352.adjusted by the NATIONAL GEODETIC SURVEY
 AE5352.in May 2010.
 AE5352
 AE5352.Significant digits in the geoid height do not necessarily reflect accuracy.
 AE5352.GEOID18 height accuracy estimate available here.
 AE5352
 AE5352.Click photographs - Photos may exist for this station.
 AE5352
 AE5352.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AE5352
 AE5352.The Laplace correction was computed from DEFLEC18 derived deflections.
 AE5352
 AE5352.The ellipsoidal height was determined by GPS observations
 AE5352.and is referenced to NAD 83.
 AE5352
 AE5352.The dynamic height is computed by dividing the NAVD 88
 AE5352.geopotential number by the normal gravity value computed on the
 AE5352.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE5352.degrees latitude (g = 980.6199 gals.).
 AE5352
 AE5352.The modeled gravity was interpolated from observed gravity values.
 AE5352
 AE5352. The following values were computed from the NAD 83(2011) position.
 AE5352
 AE5352;                    North         East     Units Scale Factor Converg.
 AE5352;SPC MN S     -   314,634.021   845,075.547   MT  0.99995001   +0 24 00.9
 AE5352;SPC MN S     - 1,032,261.78  2,772,552.02   sFT  0.99995001   +0 24 00.9
 AE5352;UTM  15      - 4,975,292.451   466,149.282   MT  0.99961409   -0 18 10.7
 AE5352
 AE5352!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AE5352!SPC MN S     -   0.99995885  x   0.99995001  =   0.99990886
 AE5352!UTM  15      -   0.99995885  x   0.99961409  =   0.99957295
 AE5352
 AE5352:                Primary Azimuth Mark                     Grid Az
 AE5352:SPC MN S     -  SYNOD                                    233 12 07.5
 AE5352:UTM  15      -  SYNOD                                    233 54 19.1
 AE5352
 AE5352_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK6614975292(NAD 83)
 AE5352
 AE5352|---------------------------------------------------------------------|
 AE5352| PID    Reference Object                     Distance      Geod. Az  |
 AE5352|                                                           dddmmss.s |
 AE5352| DH3171 SYNOD                               457.365 METERS 2333608.4 |
 AE5352|---------------------------------------------------------------------|
 AE5352
 AE5352                          SUPERSEDED SURVEY CONTROL
 AE5352
 AE5352  NAD 83(2007)-  44 55 48.92754(N)    093 25 44.30759(W) AD(2002.00) 1
 AE5352  ELLIP H (09/23/09)  262.526  (m)                       GP(2002.00) 3 1
 AE5352  NAVD 88             289.41   (m)          949.5    (f) LEVELING    3  
 AE5352  NAVD 88 (11/23/99)  289.414  (m)          949.52   (f) SUPERSEDED  2 2
 AE5352
 AE5352.Superseded values are not recommended for survey control.
 AE5352
 AE5352.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE5352.See file dsdata.pdf to determine how the superseded data were derived.
 AE5352
 AE5352_MARKER: DV = VERTICAL CONTROL DISK
 AE5352_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 AE5352+WITH SETTING: INFORMATION.
 AE5352_STAMPING: 2706 S 1979
 AE5352_MARK LOGO: MNHD
 AE5352_PROJECTION: RECESSED 3 CENTIMETERS
 AE5352_MAGNETIC: I = MARKER IS A STEEL ROD
 AE5352_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AE5352_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AE5352+SATELLITE: SATELLITE OBSERVATIONS - April 10, 2012
 AE5352
 AE5352  HISTORY     - Date     Condition        Report By
 AE5352  HISTORY     - 19791001 MONUMENTED       MNHD
 AE5352  HISTORY     - 20021017 GOOD             USPSQD
 AE5352  HISTORY     - 20021129 GOOD             USPS
 AE5352  HISTORY     - 20060927 GOOD             USPSQD
 AE5352  HISTORY     - 20070313 GOOD             MNDT
 AE5352  HISTORY     - 20070725 GOOD             MNDT
 AE5352  HISTORY     - 20071109 GOOD             MNDT
 AE5352  HISTORY     - 20120410 GOOD             MNDT
 AE5352
 AE5352                          STATION DESCRIPTION
 AE5352
 AE5352'DESCRIBED BY MN HIGHWAY DEPT 1979 (EGS)
 AE5352'THE MARK IS LOCATED IN THE TOWN OF HOPKINS, 1.1 MILES EAST ALONG TRUNK
 AE5352'HIGHWAY 7 FROM ITS JUNCTION WITH INTERSTATE 494 IN MINNETONKA, IN THE
 AE5352'SOUTHEAST QUADRANT OF HIGHWAY 7 AND SHADY OAK ROAD AND IN THE NE 1/4
 AE5352'OF SECTION 23, T117N, R22W.  THE MARK IS 63 FEET SOUTH OF THE
 AE5352'CENTERLINE OF EASTBOUND HIGHWAY 7 AT MILEPOINT 190.05, 103 FEET EAST
 AE5352'OF A TRAFFIC LIGHT PEDESTAL, 25 FEET NORTHEAST OF A POWER POLE WITH A
 AE5352'TRANSFORMER AND 2.5 FEET NORTH OF A STEEL WITNESS POST.  THE MARK, A
 AE5352'STANDARD MNDT VERTICAL CONTROL MONUMENT DISK STAMPED---2706 S 1979---,
 AE5352'IS FASTENED TO THE TOP OF A 8 FOOT LONG COPPER CLAD STEEL ROD
 AE5352'(MAGNETIC) WITH 4 INCHES OF STEEL SIGN POST BOLTED TO THE BOTTOM AND
 AE5352'SET IN 8 INCHES OF CONCRETE IN A 6 INCH DIAMETER HOLE.
 AE5352
 AE5352                          STATION RECOVERY (2002)
 AE5352
 AE5352'RECOVERY NOTE BY US POWER SQUADRON 2002 (SL)
 AE5352'MARK IN PVC PIPE
 AE5352
 AE5352                          STATION RECOVERY (2002)
 AE5352
 AE5352'RECOVERY NOTE BY US POSTAL SERVICE 2002 (REA)
 AE5352'RECOVERED IN GOOD CONDITION.
 AE5352
 AE5352                          STATION RECOVERY (2006)
 AE5352
 AE5352'RECOVERY NOTE BY US POWER SQUADRON 2006 (REA)
 AE5352'RECOVERED IN GOOD CONDITION.
 AE5352
 AE5352                          STATION RECOVERY (2007)
 AE5352
 AE5352'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (FAD)
 AE5352'RECOVERED AS DESCRIBED.
 AE5352
 AE5352                          STATION RECOVERY (2007)
 AE5352
 AE5352'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (PJG)
 AE5352'THE MARK IS LOCATED ABOUT 7.0 MI (11.3 KM) EAST-NORTHEAST OF
 AE5352'EXCELSIOR, 5.6 MI (9.0 KM) NORTH-NORTHEAST OF EDEN PRAIRIE AND 1.7 MI
 AE5352'(2.7 KM) EAST-NORTHEAST OF HOPKINS.
 AE5352'
 AE5352'TO REACH TO THE MARK, IN HOPKINS, GO 1.1 MI (1.8 KM) EAST ALONG TRUNK
 AE5352'HIGHWAY 7 FROM THE JUNCTION OF INTERSTATE HIGHWAY 494 AND TRUNK
 AE5352'HIGHWAY 7, AT TRUNK HIGHWAY 7 MILE POINT 190.05, 103 FT (31.4 M) EAST
 AE5352'OF TRAFFIC LIGHT AT SOUTHEAST CORNER OF TRUNK HIGHWAY 7 AND SHADY OAK
 AE5352'ROAD, 63 FT (19.2 M) SOUTH OF EASTBOUND TRUNK HIGHWAY 7, 25 FT (7.6 M)
 AE5352'NORTHEAST OF POWER POLE WITH TRANSFORMER, 2.5 FT (0.8 M) NORTH OF A
 AE5352'WITNESS POST.
 AE5352
 AE5352                          STATION RECOVERY (2007)
 AE5352
 AE5352'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (DKH)
 AE5352'IN HOPKINS, 1.1 MILES EAST ALONG TRUNK HIGHWAY 7 FROM THE JUNCTION OF
 AE5352'TRUNK HIGHWAY 494 AND TRUNK HIGHWAY 7, AT TRUNK HIGHWAY 7 MILEPOINT
 AE5352'190.05, 103 FEET EAST OF TRAFFIC LIGHT AT SOUTHEAST CORNER OF TRUNK
 AE5352'HIGHWAY 7 AND SHADY OAK ROAD, 63 FEET SOUTH OF EASTBOUND TRUNK HIGHWAY
 AE5352'7, 25 FEET NORTHEAST OF POWER POLE WITH TRANSFORMER, 2.5 FEET NORTH OF
 AE5352'WITNESS POST.
 AE5352
 AE5352                          STATION RECOVERY (2012)
 AE5352
 AE5352'RECOVERY NOTE BY MN DEPT OF TRANSP 2012 (JBG)
 AE5352'IN HOPKINS, 1.1 MI (1.8 KM) EAST ALONG TRUNK HIGHWAY 7  FROM THE
 AE5352'JUNCTION OF TRUNK HIGHWAY 7 AND INTERSTATE TRUNK HIGHWAY 494, AT TRUNK
 AE5352'HIGHWAY 7 MILE POINT 190.05, 103 FT (31.4 M) EAST OF TRAFFIC LIGHT AT
 AE5352'SOUTHEAST CORNER OF TRUNK HIGHWAY 7 AND SHADY OAK ROAD, 63 FT (19.2 M)
 AE5352'SOUTH OF EASTBOUND TRUNK HIGHWAY 7, 25 FT (7.6 M) NORTHEAST OF POWER
 AE5352'POLE WITH TRANSFORMER, 2.5 FT (0.8 M) NORTH OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 AE5353 ***********************************************************************
 AE5353  DESIGNATION -  2706 T
 AE5353  PID         -  AE5353
 AE5353  STATE/COUNTY-  MN/HENNEPIN
 AE5353  COUNTRY     -  US
 AE5353  USGS QUAD   -  HOPKINS (2019)
 AE5353
 AE5353                         *CURRENT SURVEY CONTROL
 AE5353  ______________________________________________________________________
 AE5353* NAD 83(1986) POSITION- 44 55 56.36   (N) 093 25 27.87   (W)   HD_HELD1
 AE5353* NAVD 88 ORTHO HEIGHT -   290.622 (meters)      953.48  (feet) ADJUSTED
 AE5353  ______________________________________________________________________
 AE5353  GEOID HEIGHT    -        -26.912 (meters)                     GEOID18
 AE5353  DYNAMIC HEIGHT  -        290.616 (meters)      953.46  (feet) COMP
 AE5353  MODELED GRAVITY -    980,590.2   (mgal)                       NAVD 88
 AE5353
 AE5353  VERT ORDER      -  SECOND    CLASS I
 AE5353
 AE5353.The horizontal coordinates were determined by differentially corrected
 AE5353.hand held GPS observations or other comparable positioning techniques
 AE5353.and have an estimated accuracy of +/- 3 meters.
 AE5353
 AE5353.The orthometric height was determined by differential leveling and
 AE5353.adjusted by the NATIONAL GEODETIC SURVEY
 AE5353.in November 1999.
 AE5353
 AE5353.Significant digits in the geoid height do not necessarily reflect accuracy.
 AE5353.GEOID18 height accuracy estimate available here.
 AE5353
 AE5353.Click photographs - Photos may exist for this station.
 AE5353
 AE5353.The dynamic height is computed by dividing the NAVD 88
 AE5353.geopotential number by the normal gravity value computed on the
 AE5353.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE5353.degrees latitude (g = 980.6199 gals.).
 AE5353
 AE5353.The modeled gravity was interpolated from observed gravity values.
 AE5353
 AE5353;                    North         East    Units  Estimated Accuracy
 AE5353;SPC MN S     -   314,866.0     845,434.3     MT  (+/- 3 meters HH1 GPS) 
 AE5353
 AE5353_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK6651075519(NAD 83)
 AE5353
 AE5353                          SUPERSEDED SURVEY CONTROL
 AE5353
 AE5353.No superseded survey control is available for this station.
 AE5353
 AE5353_MARKER: DV = VERTICAL CONTROL DISK
 AE5353_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 AE5353_SP_SET: ABUTMENT
 AE5353_STAMPING: 2706 T 1979
 AE5353_MARK LOGO: MNHD
 AE5353_MAGNETIC: N = NO MAGNETIC MATERIAL
 AE5353_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AE5353_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AE5353+SATELLITE: SATELLITE OBSERVATIONS - October 13, 2024
 AE5353
 AE5353  HISTORY     - Date     Condition        Report By
 AE5353  HISTORY     - 1979     MONUMENTED       MNHD
 AE5353  HISTORY     - 20021017 GOOD             USPSQD
 AE5353  HISTORY     - 20060927 GOOD             USPSQD
 AE5353  HISTORY     - 20070313 GOOD             MNDT
 AE5353  HISTORY     - 20070725 GOOD             MNDT
 AE5353  HISTORY     - 20111110 GOOD             MNDT
 AE5353  HISTORY     - 20241013 GOOD             USPSQD
 AE5353
 AE5353                          STATION DESCRIPTION
 AE5353
 AE5353'DESCRIBED BY MN HIGHWAY DEPT 1979 (EGS)
 AE5353'THE MARK IS LOCATED IN THE TOWN OF HOPKINS, 1.35 MILES EAST ALONG
 AE5353'TRUNK HIGHWAY 7 FROM ITS JUNCTION WITH INTERSTATE HIGHWAY 494 IN
 AE5353'MINNETONKA AND IS IN THE NE 1/4 OF SECTION 23, T117N, R22W.  THE MARK,
 AE5353'A STANDARD MNDT VERTICAL CONTROL MONUMENT DISK STAMPED---2706 T
 AE5353'1979---, IS SET IN THE SOUTHEAST CORNER OF BRIDGE NUMBER 5114 (CHICAGO
 AE5353'AND NORTHWESTERN RAILROAD OVER TRUNK HIGHWAY 7).
 AE5353
 AE5353                          STATION RECOVERY (2002)
 AE5353
 AE5353'RECOVERY NOTE BY US POWER SQUADRON 2002 (SL)
 AE5353'RECOVERED IN GOOD CONDITION.
 AE5353
 AE5353                          STATION RECOVERY (2006)
 AE5353
 AE5353'RECOVERY NOTE BY US POWER SQUADRON 2006 (REA)
 AE5353'MARK IS HIDDEN UNDER BRANCHES OF NEARBY JUNIPER SHRUB. RAILROAD TRACKS
 AE5353'OVER BRIDGE HAVE BEEN REPLACED BY A WALKING TRAIL.
 AE5353
 AE5353                          STATION RECOVERY (2007)
 AE5353
 AE5353'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (FAD)
 AE5353'RECOVERED AS DESCRIBED.
 AE5353
 AE5353                          STATION RECOVERY (2007)
 AE5353
 AE5353'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (PJG)
 AE5353'THE MARK IS LOCATED ABOUT 7.2 MI (11.6 KM) EAST-NORTHEAST OF
 AE5353'EXCELSIOR, 5.8 MI (9.3 KM) NORTH-NORTHEAST OF EDEN PRAIRIE AND 1.9 MI
 AE5353'(3.1 KM) EAST-NORTHEAST OF HOPKINS.
 AE5353'
 AE5353'TO REACH TO THE MARK, IN HOPKINS, GO 1.35 MI (2.2 KM) EAST ALONG TRUNK
 AE5353'HIGHWAY 7 FROM THE JUNCTION OF INTERSTATE HIGHWAY 494 AND TRUNK
 AE5353'HIGHWAY 7, IN SOUTHEAST CORNER OF RAILROAD BRIDGE 5114 OVER TRUNK
 AE5353'HIGHWAY 7.
 AE5353
 AE5353                          STATION RECOVERY (2011)
 AE5353
 AE5353'RECOVERY NOTE BY MN DEPT OF TRANSP 2011 (BJB)
 AE5353'RECOVERED AS DESCRIBED.
 AE5353
 AE5353                          STATION RECOVERY (2024)
 AE5353
 AE5353'RECOVERY NOTE BY US POWER SQUADRON 2024 (SMB)
 AE5353'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 AE5355 ***********************************************************************
 AE5355  DESIGNATION -  2706 V
 AE5355  PID         -  AE5355
 AE5355  STATE/COUNTY-  MN/HENNEPIN
 AE5355  COUNTRY     -  US
 AE5355  USGS QUAD   -  HOPKINS (2019)
 AE5355
 AE5355                         *CURRENT SURVEY CONTROL
 AE5355  ______________________________________________________________________
 AE5355* NAD 83(1986) POSITION- 44 55 58.74   (N) 093 24 35.98   (W)   HD_HELD1
 AE5355* NAVD 88 ORTHO HEIGHT -   288.818 (meters)      947.56  (feet) ADJUSTED
 AE5355  ______________________________________________________________________
 AE5355  GEOID HEIGHT    -        -26.933 (meters)                     GEOID18
 AE5355  DYNAMIC HEIGHT  -        288.813 (meters)      947.55  (feet) COMP
 AE5355  MODELED GRAVITY -    980,588.6   (mgal)                       NAVD 88
 AE5355
 AE5355  VERT ORDER      -  SECOND    CLASS I
 AE5355
 AE5355.The horizontal coordinates were determined by differentially corrected
 AE5355.hand held GPS observations or other comparable positioning techniques
 AE5355.and have an estimated accuracy of +/- 3 meters.
 AE5355
 AE5355.The orthometric height was determined by differential leveling and
 AE5355.adjusted by the NATIONAL GEODETIC SURVEY
 AE5355.in September 2013.
 AE5355
 AE5355.Significant digits in the geoid height do not necessarily reflect accuracy.
 AE5355.GEOID18 height accuracy estimate available here.
 AE5355
 AE5355.Click photographs - Photos may exist for this station.
 AE5355
 AE5355.The dynamic height is computed by dividing the NAVD 88
 AE5355.geopotential number by the normal gravity value computed on the
 AE5355.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE5355.degrees latitude (g = 980.6199 gals.).
 AE5355
 AE5355.The modeled gravity was interpolated from observed gravity values.
 AE5355
 AE5355;                    North         East    Units  Estimated Accuracy
 AE5355;SPC MN S     -   314,947.5     846,571.6     MT  (+/- 3 meters HH1 GPS) 
 AE5355
 AE5355_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK6764875587(NAD 83)
 AE5355
 AE5355                          SUPERSEDED SURVEY CONTROL
 AE5355
 AE5355  NAVD 88 (11/23/99)  288.820  (m)          947.57   (f) SUPERSEDED  2 2
 AE5355
 AE5355.Superseded values are not recommended for survey control.
 AE5355
 AE5355.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE5355.See file dsdata.pdf to determine how the superseded data were derived.
 AE5355
 AE5355_MARKER: DV = VERTICAL CONTROL DISK
 AE5355_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 AE5355+WITH SETTING: INFORMATION.
 AE5355_STAMPING: 2706 V 1979
 AE5355_MARK LOGO: MNHD
 AE5355_PROJECTION: FLUSH
 AE5355_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AE5355_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AE5355_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE5355+SATELLITE: SATELLITE OBSERVATIONS - November 14, 2011
 AE5355_ROD/PIPE-DEPTH: 2.4 meters
 AE5355
 AE5355  HISTORY     - Date     Condition        Report By
 AE5355  HISTORY     - 19791001 MONUMENTED       MNHD
 AE5355  HISTORY     - 20021017 MARK NOT FOUND   USPSQD
 AE5355  HISTORY     - 20021202 GOOD             USPSQD
 AE5355  HISTORY     - 20051101 GOOD             USPSQD
 AE5355  HISTORY     - 20070806 GOOD             MNDT
 AE5355  HISTORY     - 20111114 GOOD             MNDT
 AE5355
 AE5355                          STATION DESCRIPTION
 AE5355
 AE5355'DESCRIBED BY MN HIGHWAY DEPT 1979 (EGS)
 AE5355'THE MARK IS LOCATED IN THE TOWN OF HOPKINS, 2.1 MILES EAST ALONG TRUNK
 AE5355'HIGHWAY 7 FROM ITS JUNCTION WITH INTERSTATE HIGHWAY 494 IN MINNETONKA,
 AE5355'IS ACROSS HIGHWAY 7 FROM THE UNITED METHODIST CHURCH AND IS IN THE NE
 AE5355'1/4 OF SECTION 24, T117N, R22W.  THE MARK IS 69 FEET SOUTH OF THE
 AE5355'CENTERLINE OF EASTBOUND HIGHWAY 7 AT MILEPOINT 191.5, 290 FEET WEST OF
 AE5355'THE EAST END OF A CHAIN LINK FENCE AND 9 FEET NORTH OF THE CHAIN LINK
 AE5355'FENCE EDGING SMITH ELEMENTARY SCHOOL PLAYGROUND.  THE MARK, A STANDARD
 AE5355'MNDT VERTICAL CONTROL MONUMENT DISK STAMPED---2706 V 1979---, IS
 AE5355'FASTENED TO THE TOP OF A 8 FOOT LONG OF COPPER CLAD STEEL ROD
 AE5355'(MAGNETIC) WITH 4 INCHES OF STEEL SIGN POST BOLTED TO THE BOTTOM AND
 AE5355'SET IN 8 INCHES OF CONCRETE IN A 6 INCH DIAMETER HOLE. THE MARK IS
 AE5355'FLUSH WITH THE SURFACE OF THE GROUND.
 AE5355
 AE5355                          STATION RECOVERY (2002)
 AE5355
 AE5355'RECOVERY NOTE BY US POWER SQUADRON 2002 (SL)
 AE5355'AREA ALL THICK BUSHES AND SHRUBS, COULD NOT FIND
 AE5355
 AE5355                          STATION RECOVERY (2002)
 AE5355
 AE5355'RECOVERY NOTE BY US POWER SQUADRON 2002 (RA)
 AE5355'RECOVERED IN GOOD CONDITION.
 AE5355
 AE5355                          STATION RECOVERY (2005)
 AE5355
 AE5355'RECOVERY NOTE BY US POWER SQUADRON 2005 (REA)
 AE5355'RECOVERED IN GOOD CONDITION.
 AE5355
 AE5355                          STATION RECOVERY (2007)
 AE5355
 AE5355'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (BLB)
 AE5355'THE MARK IS LOCATED ABOUT 7.9 MI (12.7 KM) WEST-SOUTHWEST OF
 AE5355'MINNEAPOLIS, 6.2 MI (10.0 KM) NORTH-NORTHEAST OF EDEN PRAIRIE AND 2.6
 AE5355'MI (4.2 KM) EAST-NORTHEAST OF HOPKINS.
 AE5355'
 AE5355'TO REACH TO THE MARK, IN HOPKINS, GO 2.1 MI (3.4 KM) EAST ALONG TRUNK
 AE5355'HIGHWAY 7 FROM THE JUNCTION OF INTERSTATE HIGHWAY 494 AND TRUNK
 AE5355'HIGHWAY 7, AT TRUNK HIGHWAY 7 MILE POINT 191.5, 69 FT (21.0 M) SOUTH
 AE5355'OF EASTBOUND TRUNK HIGHWAY 7, 290 FT (88.4 M) WEST OF EAST FENCE, 9 FT
 AE5355'(2.7 M) NORTH OF SMITH SCHOOL PLAYGROUND.
 AE5355
 AE5355                          STATION RECOVERY (2011)
 AE5355
 AE5355'RECOVERY NOTE BY MN DEPT OF TRANSP 2011 (AKJ)
 AE5355'THE VERTICAL CONTROL MARK IS LOCATED ABOUT 12.7 KM (7.9 MI)
 AE5355'WEST-SOUTHWEST OF MINNEAPOLIS, 9.9 KM (6.2 MI) NORTH-NORTHEAST OF EDEN
 AE5355'PRAIRIE AND 4.2 KM (2.6 MI) EAST-NORTHEAST OF HOPKINS.
 AE5355'
 AE5355'IN HOPKINS, 2.1 MI (3.4 KM) EAST ALONG TRUNK HIGHWAY 7 FROM THE
 AE5355'JUNCTION OF INTERSTATE HIGHWAY 494 AND TRUNK HIGHWAY 7, AT TRUNK
 AE5355'HIGHWAY 7 MILE POINT 191.01.
 AE5355'
 AE5355'THE VERTICAL CONTROL MARK IS FOUND 113.0 FT (34.4 M) SOUTHEAST
 AE5355'MILEPOST 191, 90.0 FT (27.4 M) NORTH OF THE NORTHEAST CORNER OF A
 AE5355'PLAYGROUND, 76.0 FT (23.2 M) SOUTH OF EASTBOUND TRUNK HIGHWAY 7, 9.4
 AE5355'FT (2.9 M) NORTH OF A CHAIN LINK FENCE AND 4.6 FT (1.4 M) SOUTH OF A
 AE5355'WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 AE5363 ***********************************************************************
 AE5363  DESIGNATION -  2706 Z
 AE5363  PID         -  AE5363
 AE5363  STATE/COUNTY-  MN/HENNEPIN
 AE5363  COUNTRY     -  US
 AE5363  USGS QUAD   -  MINNEAPOLIS SOUTH (2019)
 AE5363
 AE5363                         *CURRENT SURVEY CONTROL
 AE5363  ______________________________________________________________________
 AE5363* NAD 83(1986) POSITION- 44 56 18.51   (N) 093 21 47.37   (W)   HD_HELD1
 AE5363* NAVD 88 ORTHO HEIGHT -   279.469 (meters)      916.89  (feet) ADJUSTED
 AE5363  ______________________________________________________________________
 AE5363  GEOID HEIGHT    -        -27.002 (meters)                     GEOID18
 AE5363  DYNAMIC HEIGHT  -        279.462 (meters)      916.87  (feet) COMP
 AE5363  MODELED GRAVITY -    980,583.6   (mgal)                       NAVD 88
 AE5363
 AE5363  VERT ORDER      -  SECOND    CLASS I
 AE5363
 AE5363.The horizontal coordinates were determined by differentially corrected
 AE5363.hand held GPS observations or other comparable positioning techniques
 AE5363.and have an estimated accuracy of +/- 3 meters.
 AE5363
 AE5363.The orthometric height was determined by differential leveling and
 AE5363.adjusted by the NATIONAL GEODETIC SURVEY
 AE5363.in September 2013.
 AE5363
 AE5363.No vertical observational check was made to the station.
 AE5363
 AE5363.Significant digits in the geoid height do not necessarily reflect accuracy.
 AE5363.GEOID18 height accuracy estimate available here.
 AE5363
 AE5363.Click photographs - Photos may exist for this station.
 AE5363
 AE5363.The dynamic height is computed by dividing the NAVD 88
 AE5363.geopotential number by the normal gravity value computed on the
 AE5363.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE5363.degrees latitude (g = 980.6199 gals.).
 AE5363
 AE5363.The modeled gravity was interpolated from observed gravity values.
 AE5363
 AE5363;                    North         East    Units  Estimated Accuracy
 AE5363;SPC MN S     -   315,585.5     850,263.7     MT  (+/- 3 meters HH1 GPS) 
 AE5363
 AE5363_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK7134676179(NAD 83)
 AE5363
 AE5363                          SUPERSEDED SURVEY CONTROL
 AE5363
 AE5363  NAVD 88 (11/23/99)  279.469  (m)          916.89   (f) SUPERSEDED  2 2
 AE5363
 AE5363.Superseded values are not recommended for survey control.
 AE5363
 AE5363.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE5363.See file dsdata.pdf to determine how the superseded data were derived.
 AE5363
 AE5363_MARKER: DV = VERTICAL CONTROL DISK
 AE5363_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AE5363_SP_SET: TOWER FOOTING
 AE5363_STAMPING: 2706 Z 1979
 AE5363_MARK LOGO: MNHD
 AE5363_MAGNETIC: N = NO MAGNETIC MATERIAL
 AE5363_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AE5363_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AE5363+SATELLITE: SATELLITE OBSERVATIONS - April 09, 2012
 AE5363
 AE5363  HISTORY     - Date     Condition        Report By
 AE5363  HISTORY     - 19791001 MONUMENTED       MNHD
 AE5363  HISTORY     - 20021202 GOOD             USPSQD
 AE5363  HISTORY     - 20070912 GOOD             MNDT
 AE5363  HISTORY     - 20120409 GOOD             MNDT
 AE5363
 AE5363                          STATION DESCRIPTION
 AE5363
 AE5363'DESCRIBED BY MN HIGHWAY DEPT 1979 (EGS)
 AE5363'THE MARK IS LOCATED IN THE TOWN OF ST. LOUIS PARK, O.75 MILE WEST
 AE5363'ALONG TRUNK HIGHWAY 7 FROM ITS JUNCTION WITH TRUNK HIGHWAY 100 AND IN
 AE5363'THE SE 1/4 OF SECTION 17, T117N, R21W.  THE MARK IS NORTH OF WESTBOUND
 AE5363'HIGHWAY 7, WEST OF THE MINNEAPOLIS, NORTHFIELD AND SOUTHERN RAILROAD
 AE5363'TRACKS AND SOUTHEAST OF LAKE STREET.  THE MARK, A STANDARD MNDT
 AE5363'VERTICAL CONTROL MONUMENT DISK STAMPED---2706 Z 1979---, IS SET IN TOP
 AE5363'OF A CONCRETE FOOTING FOR THE SOUTHWEST LEG OF AN NSP ELECTRIC
 AE5363'TRANSMISSION TOWER.
 AE5363
 AE5363                          STATION RECOVERY (2002)
 AE5363
 AE5363'RECOVERY NOTE BY US POWER SQUADRON 2002 (RA)
 AE5363'RECOVERED IN GOOD CONDITION.
 AE5363
 AE5363                          STATION RECOVERY (2007)
 AE5363
 AE5363'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (WEF)
 AE5363'THE MARK IS LOCATED ABOUT 7.5 MI (12.1 KM) NORTH-NORTHWEST OF
 AE5363'BLOOMINGTON, 5.7 MI (9.2 KM) WEST-SOUTHWEST OF MINNEAPOLIS AND 5.0 MI
 AE5363'(8.0 KM) EAST OF HOPKINS.
 AE5363'
 AE5363'TO REACH TO THE POINT, IN SAINT LOUIS PARK, GO 0.75 MI (1.2 KM) WEST
 AE5363'OF THE JUNCTION OF TRUNK HIGHWAY 100 AND TRUNK HIGHWAY 7, IN CONCRETE
 AE5363'BASE OF SOUTHWEST LEG OF POWER LINE TOWER, NORTH OF TRUNK HIGHWAY 7,
 AE5363'WEST OF RAILROAD, SOUTHEAST OF LAKE STREET.
 AE5363
 AE5363                          STATION RECOVERY (2012)
 AE5363
 AE5363'RECOVERY NOTE BY MN DEPT OF TRANSP 2012 (KMS)
 AE5363'THE STATION IS LOCATED ABOUT 12.0 KM (7.5 MI) NORTH-NORTHWEST OF
 AE5363'BLOOMINGTON, 9.1 KM (5.7 MI) WEST-SOUTHWEST OF MINNEAPOLIS AND 8.0 KM
 AE5363'(5.0 MI) EAST OF HOPKINS.
 AE5363'
 AE5363'IN SAINT LOUIS PARK, 0.75 MI (1.2 KM) WEST OF THE JUNCTION OF TRUNK
 AE5363'HIGHWAY 100 AND TRUNK HIGHWAY 7.
 AE5363'
 AE5363'THE STATION IS LOCATED IN CONCRETE BASE OF THE SOUTHWEST LEG OF A
 AE5363'POWER LINE TOWER, NORTH OF TRUNK HIGHWAY 7, WEST OF RAILROAD AND
 AE5363'SOUTHEAST OF LAKE STREET.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 AE5368 ***********************************************************************
 AE5368  DESIGNATION -  2707 A
 AE5368  PID         -  AE5368
 AE5368  STATE/COUNTY-  MN/HENNEPIN
 AE5368  COUNTRY     -  US
 AE5368  USGS QUAD   -  MINNEAPOLIS SOUTH (2019)
 AE5368
 AE5368                         *CURRENT SURVEY CONTROL
 AE5368  ______________________________________________________________________
 AE5368* NAD 83(1986) POSITION- 44 56 55.54   (N) 093 19 29.52   (W)   HD_HELD1
 AE5368* NAVD 88 ORTHO HEIGHT -   267.827 (meters)      878.70  (feet) ADJUSTED
 AE5368  ______________________________________________________________________
 AE5368  GEOID HEIGHT    -        -27.060 (meters)                     GEOID18
 AE5368  DYNAMIC HEIGHT  -        267.819 (meters)      878.67  (feet) COMP
 AE5368  MODELED GRAVITY -    980,582.0   (mgal)                       NAVD 88
 AE5368
 AE5368  VERT ORDER      -  SECOND    CLASS I
 AE5368
 AE5368.The horizontal coordinates were determined by differentially corrected
 AE5368.hand held GPS observations or other comparable positioning techniques
 AE5368.and have an estimated accuracy of +/- 3 meters.
 AE5368
 AE5368.The orthometric height was determined by differential leveling and
 AE5368.adjusted by the NATIONAL GEODETIC SURVEY
 AE5368.in September 2013.
 AE5368
 AE5368.No vertical observational check was made to the station.
 AE5368
 AE5368.Significant digits in the geoid height do not necessarily reflect accuracy.
 AE5368.GEOID18 height accuracy estimate available here.
 AE5368
 AE5368.Click photographs - Photos may exist for this station.
 AE5368
 AE5368.The dynamic height is computed by dividing the NAVD 88
 AE5368.geopotential number by the normal gravity value computed on the
 AE5368.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE5368.degrees latitude (g = 980.6199 gals.).
 AE5368
 AE5368.The modeled gravity was interpolated from observed gravity values.
 AE5368
 AE5368;                    North         East    Units  Estimated Accuracy
 AE5368;SPC MN S     -   316,752.8     853,276.4     MT  (+/- 3 meters HH1 GPS) 
 AE5368
 AE5368_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK7437277309(NAD 83)
 AE5368
 AE5368                          SUPERSEDED SURVEY CONTROL
 AE5368
 AE5368  NAVD 88 (11/23/99)  267.821  (m)          878.68   (f) SUPERSEDED  2 2
 AE5368
 AE5368.Superseded values are not recommended for survey control.
 AE5368
 AE5368.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE5368.See file dsdata.pdf to determine how the superseded data were derived.
 AE5368
 AE5368_MARKER: DV = VERTICAL CONTROL DISK
 AE5368_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 AE5368_STAMPING: 2707 A 1979
 AE5368_MARK LOGO: MNHD
 AE5368_PROJECTION: FLUSH
 AE5368_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AE5368_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AE5368_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AE5368+SATELLITE: SATELLITE OBSERVATIONS - April 05, 2012
 AE5368
 AE5368  HISTORY     - Date     Condition        Report By
 AE5368  HISTORY     - 19791001 MONUMENTED       MNHD
 AE5368  HISTORY     - 20070718 GOOD             MNDT
 AE5368  HISTORY     - 20120405 GOOD             MNDT
 AE5368
 AE5368                          STATION DESCRIPTION
 AE5368
 AE5368'DESCRIBED BY MN HIGHWAY DEPT 1979 (EGS)
 AE5368'THE MARK IS LOCATED IN THE CITY OF MINNEAPOLIS, 1.15 MILES EAST ALONG
 AE5368'TRUNK HIGHWAY 7 FROM ITS JUNCTION WITH TRUNK HIGHWAY 100 IN ST. LOUIS
 AE5368'PARK, NEAR THE INTERSECTION OF HIGHWAY 7 AND SOUTH CHOWEN AVENUE AND
 AE5368'IS IN THE SW 1/4 OF SECTION 32, T29N, R24W.  THE MARK IS 120 FEET
 AE5368'NORTH OF THE CENTERLINE OF HIGHWAY 7 AT MILEPOINT 195.45, 33 FEET EAST
 AE5368'OF THE CENTERLINE OF SOUTH CHOWEN AVENUE, 28.5 FEET SOUTH OF THE
 AE5368'CENTERLINE OF CHOWEN PLACE, 18 FEET WEST OF THE CENTER OF A QUAD
 AE5368'COTTONWOOD TREE AND 1 FOOT SOUTH OF A STEEL WITNESS POST.  THE MARK, A
 AE5368'STANDARD MNDT VERTICAL CONTROL MONUMENT DISK STAMPED---2707 A 1979---,
 AE5368'IS FASTENED TO THE TOP OF 20 FEET OF COPPER CLAD STEEL ROD (MAGNETIC)
 AE5368'DRIVEN TO REFUSAL.
 AE5368
 AE5368                          STATION RECOVERY (2007)
 AE5368
 AE5368'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (BLB)
 AE5368'THE MARK IS LOCATED ABOUT 7.6 MI (12.2 KM) NORTH OF BLOOMINGTON, 7.0
 AE5368'MI (11.3 KM) EAST-NORTHEAST OF HOPKINS AND 3.7 MI (6.0 KM) SOUTHWEST
 AE5368'OF MINNEAPOLIS.
 AE5368'
 AE5368'TO REACH TO THE MARK, IN MINNEAPOLIS, GO 1.15 MI (1.9 KM) EAST ALONG
 AE5368'TRUNK HIGHWAY 7 FROM THE JUNCTION OF TRUNK HIGHWAY 7 AND TRUNK HIGHWAY
 AE5368'100, AT TRUNK HIGHWAY 7 MILE POINT 195.45, 120 FT (36.6 M) NORTH OF
 AE5368'TRUNK HIGHWAY 7, 33 FT (10.1 M) EAST OF SOUTH CHOWEN AVENUE, 28.5 FT
 AE5368'(8.7 M) SOUTH OF CHOWEN PLACE, 18 FT (5.5 M) WEST OF COTTONWOOD TREE,
 AE5368'1.0 FT (0.3 M) SOUTH OF A WITNESS POST.
 AE5368
 AE5368                          STATION RECOVERY (2012)
 AE5368
 AE5368'RECOVERY NOTE BY MN DEPT OF TRANSP 2012 (KMS)
 AE5368'THE STATION IS LOCATED ABOUT 12.2 KM (7.6 MI) NORTH OF BLOOMINGTON,
 AE5368'11.2 KM (7.0 MI) EAST-NORTHEAST OF HOPKINS AND 6.0 KM (3.7 MI)
 AE5368'SOUTHWEST OF MINNEAPOLIS.
 AE5368'
 AE5368'IN MINNEAPOLIS, 1.15 MI (1.9 KM) EAST ALONG COUNTY ROAD 3 (WEST LAKE
 AE5368'STREET) FROM THE JUNCTION OF COUNTY ROAD 3 (WEST LAKE STREET) AND
 AE5368'TRUNK HIGHWAY 100.
 AE5368'
 AE5368'THE STATION IS LOCATED 120.0 FT (36.6 M) NORTH OF COUNTY ROAD 3, 33.0
 AE5368'FT (10.1 M) EAST OF SOUTH CHOWEN AVENUE, 28.5 FT (8.7 M) SOUTH OF
 AE5368'CHOWEN PLACE AND 1.0 FT (0.3 M) SOUTH OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 QO0489 ***********************************************************************
 QO0489  DESIGNATION -  271/2 BOLT
 QO0489  PID         -  QO0489
 QO0489  STATE/COUNTY-  MN/ANOKA
 QO0489  COUNTRY     -  US
 QO0489  USGS QUAD   -  ANOKA (2019)
 QO0489
 QO0489                         *CURRENT SURVEY CONTROL
 QO0489  ______________________________________________________________________
 QO0489* NAD 83(1986) POSITION- 45 11 42.10   (N) 093 24 00.72   (W)   HD_HELD1
 QO0489* NAVD 88 ORTHO HEIGHT -   257.834 (meters)      845.91  (feet) ADJUSTED
 QO0489  ______________________________________________________________________
 QO0489  GEOID HEIGHT    -        -27.990 (meters)                     GEOID18
 QO0489  DYNAMIC HEIGHT  -        257.816 (meters)      845.85  (feet) COMP
 QO0489  MODELED GRAVITY -    980,538.1   (mgal)                       NAVD 88
 QO0489
 QO0489  VERT ORDER      -  FIRST     CLASS I
 QO0489
 QO0489.The horizontal coordinates were determined by differentially corrected
 QO0489.hand held GPS observations or other comparable positioning techniques
 QO0489.and have an estimated accuracy of +/- 3 meters.
 QO0489
 QO0489.The orthometric height was determined by differential leveling and
 QO0489.adjusted by the NATIONAL GEODETIC SURVEY
 QO0489.in June 1991.
 QO0489
 QO0489.Significant digits in the geoid height do not necessarily reflect accuracy.
 QO0489.GEOID18 height accuracy estimate available here.
 QO0489
 QO0489.Click photographs - Photos may exist for this station.
 QO0489
 QO0489.The dynamic height is computed by dividing the NAVD 88
 QO0489.geopotential number by the normal gravity value computed on the
 QO0489.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QO0489.degrees latitude (g = 980.6199 gals.).
 QO0489
 QO0489.The modeled gravity was interpolated from observed gravity values.
 QO0489
 QO0489;                    North         East    Units  Estimated Accuracy
 QO0489;SPC MN S     -   344,073.3     847,131.0     MT  (+/- 3 meters HH1 GPS) 
 QO0489
 QO0489_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL6856504693(NAD 83)
 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
 QO0489.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QO0489.See file dsdata.pdf to determine how the superseded data were derived.
 QO0489
 QO0489_MARKER: B = BOLT
 QO0489_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 QO0489_SP_SET: UNDERGROUND TILE
 QO0489_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QO0489_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 QO0489+SATELLITE: SATELLITE OBSERVATIONS - July 09, 2012
 QO0489
 QO0489  HISTORY     - Date     Condition        Report By
 QO0489  HISTORY     - UNK      MONUMENTED       MRC
 QO0489  HISTORY     - 1970     GOOD             NGS
 QO0489  HISTORY     - 20120709 GOOD             MNDT
 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.
 QO0489
 QO0489                          STATION RECOVERY (2012)
 QO0489
 QO0489'RECOVERY NOTE BY MN DEPT OF TRANSP 2012 (DAZ)
 QO0489'NO PHYSICAL RECOVERY WAS DONE. THE PURPOSE OF THIS RECOVERY IS TO
 QO0489'DISCUSS FINDINGS FROM RESEARCH OF HISTORICAL DATA.
 QO0489'THIS IS THE BOLT TO CAP PBM 271/2 CAP. THERE ARE VERTICAL ELEVATIONS
 QO0489'DUMPED TO PBM 271-2 (QO0489) THAT SHOULD BE DUMPED TO PBM 271/2 CAP.
 QO0489'CAUTION SHOULD BE USED WHEN LOOKING AT HISTORICAL AND PRESENT VERTICAL
 QO0489'ELEVATIONS FOR THIS CAP-AND-BOLT PAIR.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DQ0909 ***********************************************************************
 DQ0909  DESIGNATION -  2710 A
 DQ0909  PID         -  DQ0909
 DQ0909  STATE/COUNTY-  MN/HENNEPIN
 DQ0909  COUNTRY     -  US
 DQ0909  USGS QUAD   -  SAINT PAUL WEST (2019)
 DQ0909
 DQ0909                         *CURRENT SURVEY CONTROL
 DQ0909  ______________________________________________________________________
 DQ0909* NAD 83(2011) POSITION- 44 59 45.48189(N) 093 14 50.69703(W)   ADJUSTED
 DQ0909* NAD 83(2011) ELLIP HT-   228.586 (meters)        (07/18/16)   ADJUSTED
 DQ0909* NAD 83(2011) EPOCH   -  2010.00
 DQ0909* NAVD 88 ORTHO HEIGHT -   255.773 (meters)      839.15  (feet) ADJUSTED
 DQ0909  ______________________________________________________________________
 DQ0909  GEOID HEIGHT    -        -27.181 (meters)                     GEOID18
 DQ0909  NAD 83(2011) X  -   -255,938.503 (meters)                     COMP
 DQ0909  NAD 83(2011) Y  - -4,510,814.424 (meters)                     COMP
 DQ0909  NAD 83(2011) Z  -  4,487,193.115 (meters)                     COMP
 DQ0909  LAPLACE CORR    -         -2.97  (seconds)                    DEFLEC18
 DQ0909  DYNAMIC HEIGHT  -        255.766 (meters)      839.13  (feet) COMP
 DQ0909  MODELED GRAVITY -    980,585.1   (mgal)                       NAVD 88
 DQ0909
 DQ0909  VERT ORDER      -  SECOND    CLASS I
 DQ0909
 DQ0909  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DQ0909  Standards:
 DQ0909         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DQ0909            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DQ0909  -------------------------------------------------------------------
 DQ0909  NETWORK    0.57   1.39           0.25   0.21   0.71      0.05594718
 DQ0909  -------------------------------------------------------------------
 DQ0909  Click here for local accuracies and other accuracy information.
 DQ0909
 DQ0909.The horizontal coordinates were established by GPS observations
 DQ0909.and adjusted by the MN DEPT OF TRANSP in July 2016.
 DQ0909
 DQ0909.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DQ0909.been affixed to the stable North American tectonic plate. See 
 DQ0909.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DQ0909
 DQ0909.The horizontal coordinates are valid at the epoch date displayed above
 DQ0909.which is a decimal equivalence of Year/Month/Day.
 DQ0909
 DQ0909.The orthometric height was determined by differential leveling and
 DQ0909.adjusted by the NATIONAL GEODETIC SURVEY
 DQ0909.in September 2016.
 DQ0909
 DQ0909.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ0909.GEOID18 height accuracy estimate available here.
 DQ0909
 DQ0909.Click photographs - Photos may exist for this station.
 DQ0909
 DQ0909.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DQ0909
 DQ0909.The Laplace correction was computed from DEFLEC18 derived deflections.
 DQ0909
 DQ0909.The ellipsoidal height was determined by GPS observations
 DQ0909.and is referenced to NAD 83.
 DQ0909
 DQ0909.The dynamic height is computed by dividing the NAVD 88
 DQ0909.geopotential number by the normal gravity value computed on the
 DQ0909.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ0909.degrees latitude (g = 980.6199 gals.).
 DQ0909
 DQ0909.The modeled gravity was interpolated from observed gravity values.
 DQ0909
 DQ0909. The following values were computed from the NAD 83(2011) position.
 DQ0909
 DQ0909;                    North         East     Units Scale Factor Converg.
 DQ0909;SPC MN S     -   322,051.785   859,339.785   MT  0.99995926   +0 31 39.0
 DQ0909;SPC MN S     - 1,056,598.23  2,819,350.61   sFT  0.99995926   +0 31 39.0
 DQ0909;UTM  15      - 4,982,532.178   480,498.479   MT  0.99960468   -0 10 29.8
 DQ0909
 DQ0909!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DQ0909!SPC MN S     -   0.99996416  x   0.99995926  =   0.99992342
 DQ0909!UTM  15      -   0.99996416  x   0.99960468  =   0.99956886
 DQ0909
 DQ0909_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK8049882532(NAD 83)
 DQ0909
 DQ0909                          SUPERSEDED SURVEY CONTROL
 DQ0909
 DQ0909.No superseded survey control is available for this station.
 DQ0909
 DQ0909_MARKER: I = METAL ROD
 DQ0909_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DQ0909_STAMPING: 2710 A 2015
 DQ0909_MARK LOGO: MNDT
 DQ0909_PROJECTION: RECESSED 15 CENTIMETERS
 DQ0909_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DQ0909_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ0909_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ0909+SATELLITE: SATELLITE OBSERVATIONS - April 14, 2016
 DQ0909_ROD/PIPE-DEPTH: 12.2 meters
 DQ0909
 DQ0909  HISTORY     - Date     Condition        Report By
 DQ0909  HISTORY     - 20150408 MONUMENTED       MNDT
 DQ0909  HISTORY     - 20160414 GOOD             MNDT
 DQ0909
 DQ0909                          STATION DESCRIPTION
 DQ0909
 DQ0909'DESCRIBED BY MN DEPT OF TRANSP 2015
 DQ0909'THE STATION IS LOCATED ABOUT 8.4 MI (13.5 KM) WEST-NORTHWEST OF SAINT
 DQ0909'PAUL, 5.3 MI (8.5 KM) SOUTH-SOUTHWEST OF NEW BRIGHTON AND 1.4 MI (2.3
 DQ0909'KM) NORTHEAST OF MINNEAPOLIS.
 DQ0909'
 DQ0909'TO REACH THE MARK GO 0.75 MI (1.2 KM) NORTHEAST ALONG TRUNK HIGHWAY 65
 DQ0909'(CENTRAL AVENUE)  FROM THE JUNCTION OF TRUNK HIGHWAY 65 AND TRUNK
 DQ0909'HIGHWAY 47 (UNIVERSITY AVENUE) IN MINNEAPOLIS.
 DQ0909'
 DQ0909'THE MARK IS LOCATED 17.9 FT (5.5 M) SOUTHEAST OF NORTHBOUND TRUNK
 DQ0909'HIGHWAY 65 FOG LINE, 19.8 FT (6.0 M) NORTH OF SPRING STREET NORTHEAST
 DQ0909'EXTENDED, 2.9 FT (0.9 M) WEST OF HARRISON STREET NORTHEAST EXTENDED,
 DQ0909'11.2 FT (3.4 M) SOUTH OF SIDEWALK, 1.5 FT (0.5 M) SOUTHWEST OF A
 DQ0909'WITNESS POST.
 DQ0909
 DQ0909                          STATION RECOVERY (2016)
 DQ0909
 DQ0909'RECOVERY NOTE BY MN DEPT OF TRANSP 2016 (JXR)
 DQ0909'IN MINNEAPOLIS, 0.75 MILE NORTHEAST ALONG TRUNK HIGHWAY 65 (CENTRAL
 DQ0909'AVENUE) FROM JUNCTION OF TRUNK HIGHWAY 65 AND TRUNK HIGHWAY 47
 DQ0909'(UNIVERSITY AVENUE) IN MINNEAPOLIS, 17.9 FEET SOUTHEAST OF NORTHBOUND
 DQ0909'TRUNK HIGHWAY 65 FOG LINE, 19.8 FEET NORTH OF SPRING STREET NORTHEAST
 DQ0909'EXTENDED, 2.9 FEET WEST OF HARRISON STREET NORTHEAST EXTENDED, 11.2
 DQ0909'FEET SOUTH OF SIDEWALK, 1.5 FEET SOUTHWEST OF WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DQ0912 ***********************************************************************
 DQ0912  DESIGNATION -  2710 D
 DQ0912  PID         -  DQ0912
 DQ0912  STATE/COUNTY-  MN/HENNEPIN
 DQ0912  COUNTRY     -  US
 DQ0912  USGS QUAD   -  NEW BRIGHTON (2019)
 DQ0912
 DQ0912                         *CURRENT SURVEY CONTROL
 DQ0912  ______________________________________________________________________
 DQ0912* NAD 83(2011) POSITION- 45 02 01.41624(N) 093 14 51.40252(W)   ADJUSTED
 DQ0912* NAD 83(2011) ELLIP HT-   249.964 (meters)        (07/18/16)   ADJUSTED
 DQ0912* NAD 83(2011) EPOCH   -  2010.00
 DQ0912* NAVD 88 ORTHO HEIGHT -   277.168 (meters)      909.34  (feet) ADJUSTED
 DQ0912  ______________________________________________________________________
 DQ0912  GEOID HEIGHT    -        -27.198 (meters)                     GEOID18
 DQ0912  NAD 83(2011) X  -   -255,786.641 (meters)                     COMP
 DQ0912  NAD 83(2011) Y  - -4,507,865.294 (meters)                     COMP
 DQ0912  NAD 83(2011) Z  -  4,490,174.807 (meters)                     COMP
 DQ0912  LAPLACE CORR    -         -2.22  (seconds)                    DEFLEC18
 DQ0912  DYNAMIC HEIGHT  -        277.161 (meters)      909.32  (feet) COMP
 DQ0912  MODELED GRAVITY -    980,584.6   (mgal)                       NAVD 88
 DQ0912
 DQ0912  VERT ORDER      -  SECOND    CLASS I
 DQ0912
 DQ0912  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DQ0912  Standards:
 DQ0912         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DQ0912            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DQ0912  -------------------------------------------------------------------
 DQ0912  NETWORK    0.57   1.43           0.26   0.20   0.73      0.05264289
 DQ0912  -------------------------------------------------------------------
 DQ0912  Click here for local accuracies and other accuracy information.
 DQ0912
 DQ0912.The horizontal coordinates were established by GPS observations
 DQ0912.and adjusted by the MN DEPT OF TRANSP in July 2016.
 DQ0912
 DQ0912.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DQ0912.been affixed to the stable North American tectonic plate. See 
 DQ0912.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DQ0912
 DQ0912.The horizontal coordinates are valid at the epoch date displayed above
 DQ0912.which is a decimal equivalence of Year/Month/Day.
 DQ0912
 DQ0912.The orthometric height was determined by differential leveling and
 DQ0912.adjusted by the NATIONAL GEODETIC SURVEY
 DQ0912.in September 2016.
 DQ0912
 DQ0912.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ0912.GEOID18 height accuracy estimate available here.
 DQ0912
 DQ0912.Click photographs - Photos may exist for this station.
 DQ0912
 DQ0912.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DQ0912
 DQ0912.The Laplace correction was computed from DEFLEC18 derived deflections.
 DQ0912
 DQ0912.The ellipsoidal height was determined by GPS observations
 DQ0912.and is referenced to NAD 83.
 DQ0912
 DQ0912.The dynamic height is computed by dividing the NAVD 88
 DQ0912.geopotential number by the normal gravity value computed on the
 DQ0912.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ0912.degrees latitude (g = 980.6199 gals.).
 DQ0912
 DQ0912.The modeled gravity was interpolated from observed gravity values.
 DQ0912
 DQ0912. The following values were computed from the NAD 83(2011) position.
 DQ0912
 DQ0912;                    North         East     Units Scale Factor Converg.
 DQ0912;SPC MN S     -   326,247.602   859,285.712   MT  0.99996517   +0 31 38.5
 DQ0912;SPC MN S     - 1,070,364.01  2,819,173.21   sFT  0.99996517   +0 31 38.5
 DQ0912;UTM  15      - 4,986,726.842   480,495.854   MT  0.99960468   -0 10 30.7
 DQ0912
 DQ0912!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DQ0912!SPC MN S     -   0.99996081  x   0.99996517  =   0.99992598
 DQ0912!UTM  15      -   0.99996081  x   0.99960468  =   0.99956551
 DQ0912
 DQ0912_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK8049586726(NAD 83)
 DQ0912
 DQ0912                          SUPERSEDED SURVEY CONTROL
 DQ0912
 DQ0912.No superseded survey control is available for this station.
 DQ0912
 DQ0912_MARKER: I = METAL ROD
 DQ0912_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DQ0912_STAMPING: 2710 D 2015
 DQ0912_MARK LOGO: MNDT
 DQ0912_PROJECTION: RECESSED 5 CENTIMETERS
 DQ0912_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DQ0912_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ0912_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ0912+SATELLITE: SATELLITE OBSERVATIONS - April 14, 2016
 DQ0912_ROD/PIPE-DEPTH: 4.3 meters
 DQ0912
 DQ0912  HISTORY     - Date     Condition        Report By
 DQ0912  HISTORY     - 20150408 MONUMENTED       MNDT
 DQ0912  HISTORY     - 20160414 GOOD             MNDT
 DQ0912
 DQ0912                          STATION DESCRIPTION
 DQ0912
 DQ0912'DESCRIBED BY MN DEPT OF TRANSP 2015
 DQ0912'THE STATION IS LOCATED ABOUT 9.2 MI (14.8 KM) SOUTH-SOUTHWEST OF
 DQ0912'CIRCLE PINES, 3.8 MI (6.1 KM) NORTH-NORTHEAST OF MINNEAPOLIS AND 3.1
 DQ0912'MI (5.0 KM) SOUTHWEST OF NEW BRIGHTON.
 DQ0912'
 DQ0912'TO REACH THE MARK GO 2.35 MI (3.8 KM) SOUTH ALONG TRUNK HIGHWAY 65
 DQ0912'(CENTRAL AVENUE) FROM THE JUNCTION OF TRUNK HIGHWAY 65 AND INTERSTATE
 DQ0912'694 IN FRIDLEY.
 DQ0912'
 DQ0912'THE MARK IS LOCATED 48.0 FT (14.6 M) WEST OF SOUTHBOUND TRUNK HIGHWAY
 DQ0912'65 FOG LINE, 17.3 FT (5.3 M) SOUTHEAST OF COLUMBIA PARKWAY, 34.2 FT
 DQ0912'(10.4 M) NORTH OF EAST LEG OF WOODEN COLUMBIA PARKWAY SIGN, 1.5 FT
 DQ0912'(0.5 M) NORTHWEST OF A WITNESS POST.
 DQ0912'
 DQ0912'NOTE - THE STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM
 DQ0912'ROD DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION REMOVABLE
 DQ0912'DISK SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH
 DQ0912'PVC PIPE BACK FILLED WITH WASHED SAND.
 DQ0912
 DQ0912                          STATION RECOVERY (2016)
 DQ0912
 DQ0912'RECOVERY NOTE BY MN DEPT OF TRANSP 2016 (MXT)
 DQ0912'IN MINNEAPOLIS, 2.35 MILES SOUTH ALONG TRUNK HIGHWAY 65 (CENTRAL
 DQ0912'AVENUE) FROM JUNCTION OF TRUNK HIGHWAY 65 AND INTERSTATE 694 IN
 DQ0912'FRIDLEY, 48.0 FEET WEST OF SOUTHBOUND TRUNK HIGHWAY 65 FOG LINE, 17.3
 DQ0912'FEET SOUTHEAST OF COLUMBIA PARKWAY, 34.2 FEET NORTH OF EAST LEG OF
 DQ0912'WOODEN COLUMBIA PARKWAY SIGN, 1.5 FEET NORTHWEST OF WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DJ2310 ***********************************************************************
 DJ2310  DESIGNATION -  2713 A
 DJ2310  PID         -  DJ2310
 DJ2310  STATE/COUNTY-  MN/HENNEPIN
 DJ2310  COUNTRY     -  US
 DJ2310  USGS QUAD   -  EXCELSIOR (2019)
 DJ2310
 DJ2310                         *CURRENT SURVEY CONTROL
 DJ2310  ______________________________________________________________________
 DJ2310* NAD 83(1986) POSITION- 44 58 32.6    (N) 093 30 31.0    (W)   HD_HELD2
 DJ2310* NAVD 88 ORTHO HEIGHT -   294.827 (meters)      967.28  (feet) ADJUSTED
 DJ2310  ______________________________________________________________________
 DJ2310  GEOID HEIGHT    -        -26.948 (meters)                     GEOID18
 DJ2310  DYNAMIC HEIGHT  -        294.822 (meters)      967.26  (feet) COMP
 DJ2310  MODELED GRAVITY -    980,591.1   (mgal)                       NAVD 88
 DJ2310
 DJ2310  VERT ORDER      -  SECOND    CLASS I
 DJ2310
 DJ2310.The horizontal coordinates were established by autonomous hand held GPS
 DJ2310.observations and have an estimated accuracy of +/- 10 meters.
 DJ2310
 DJ2310.The orthometric height was determined by differential leveling and
 DJ2310.adjusted by the NATIONAL GEODETIC SURVEY
 DJ2310.in May 2010.
 DJ2310
 DJ2310.Significant digits in the geoid height do not necessarily reflect accuracy.
 DJ2310.GEOID18 height accuracy estimate available here.
 DJ2310
 DJ2310.Click photographs - Photos may exist for this station.
 DJ2310
 DJ2310.The dynamic height is computed by dividing the NAVD 88
 DJ2310.geopotential number by the normal gravity value computed on the
 DJ2310.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ2310.degrees latitude (g = 980.6199 gals.).
 DJ2310
 DJ2310.The modeled gravity was interpolated from observed gravity values.
 DJ2310
 DJ2310;                    North         East    Units  Estimated Accuracy
 DJ2310;SPC MN S     -   319,645.      838,759.      MT  (+/- 10 meters HH2 GPS)
 DJ2310
 DJ2310_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK5989680379(NAD 83)
 DJ2310
 DJ2310                          SUPERSEDED SURVEY CONTROL
 DJ2310
 DJ2310.No superseded survey control is available for this station.
 DJ2310
 DJ2310_MARKER: DB = BENCH MARK DISK
 DJ2310_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DJ2310_SP_SET: BRIDGE ABUTMENT
 DJ2310_STAMPING: 2713 A 1974
 DJ2310_MARK LOGO: MNHD
 DJ2310_MAGNETIC: N = NO MAGNETIC MATERIAL
 DJ2310_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DJ2310_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DJ2310+SATELLITE: SATELLITE OBSERVATIONS - June 24, 2008
 DJ2310
 DJ2310  HISTORY     - Date     Condition        Report By
 DJ2310  HISTORY     - 1974     MONUMENTED       MNHD
 DJ2310  HISTORY     - 1986     GOOD             MNDT
 DJ2310  HISTORY     - 19930505 GOOD             MNDT
 DJ2310  HISTORY     - 20080624 GOOD             MNDT
 DJ2310
 DJ2310                          STATION DESCRIPTION
 DJ2310
 DJ2310'DESCRIBED BY MN DEPT OF TRANSP 1986 (EGS)
 DJ2310'THE MARK IS LOCATED IN THE CITY OF WAYZATA, 2.4 MILES WEST ALONG TRUNK
 DJ2310'HIGHWAY 12 FROM ITS JUNCTION WITH INTERSTATE HIGHWAY 494 AT MILEPOINT
 DJ2310'154.5, IN THE SOUTHEAST CORNER OF BRIDGE NUMBER 27132 (BROADWAY AVENUE
 DJ2310'OVER TRUNK HIGHWAY 12) AND IN THE NE 1/4 OF SECTION 6, T117N, R22W.
 DJ2310'THE MARK, A STANDARD MNHD BENCH MARK DISK STAMPED---2713 A 1974---, IS
 DJ2310'SET IN THE SOUTHEAST CORNER OF THE BRIDGE ABUTMENT.
 DJ2310
 DJ2310                          STATION RECOVERY (1993)
 DJ2310
 DJ2310'RECOVERY NOTE BY MN DEPT OF TRANSP 1993 (WAS)
 DJ2310'MARK RECOVERED AS FORMERLY DESCRIBED.
 DJ2310
 DJ2310                          STATION RECOVERY (2008)
 DJ2310
 DJ2310'RECOVERY NOTE BY MN DEPT OF TRANSP 2008 (PJG)
 DJ2310'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DJ2329 ***********************************************************************
 DJ2329  DESIGNATION -  2713 AA
 DJ2329  PID         -  DJ2329
 DJ2329  STATE/COUNTY-  MN/HENNEPIN
 DJ2329  COUNTRY     -  US
 DJ2329  USGS QUAD   -  EXCELSIOR (2019)
 DJ2329
 DJ2329                         *CURRENT SURVEY CONTROL
 DJ2329  ______________________________________________________________________
 DJ2329* NAD 83(2011) POSITION- 44 58 43.65746(N) 093 32 37.48468(W)   ADJUSTED
 DJ2329* NAD 83(2011) ELLIP HT-   266.867 (meters)        (06/27/12)   ADJUSTED
 DJ2329* NAD 83(2011) EPOCH   -  2010.00
 DJ2329* NAVD 88 ORTHO HEIGHT -   293.865 (meters)      964.12  (feet) ADJUSTED
 DJ2329  ______________________________________________________________________
 DJ2329  GEOID HEIGHT    -        -26.993 (meters)                     GEOID18
 DJ2329  NAD 83(2011) X  -   -279,349.677 (meters)                     COMP
 DJ2329  NAD 83(2011) Y  - -4,510,804.124 (meters)                     COMP
 DJ2329  NAD 83(2011) Z  -  4,485,870.306 (meters)                     COMP
 DJ2329  LAPLACE CORR    -          3.42  (seconds)                    DEFLEC18
 DJ2329  DYNAMIC HEIGHT  -        293.859 (meters)      964.10  (feet) COMP
 DJ2329  MODELED GRAVITY -    980,586.3   (mgal)                       NAVD 88
 DJ2329
 DJ2329  VERT ORDER      -  SECOND    CLASS I
 DJ2329
 DJ2329  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DJ2329  Standards:
 DJ2329         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DJ2329            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DJ2329  -------------------------------------------------------------------
 DJ2329  NETWORK    0.30   0.35           0.14   0.10   0.18      0.03112348
 DJ2329  -------------------------------------------------------------------
 DJ2329  Click here for local accuracies and other accuracy information.
 DJ2329
 DJ2329.The horizontal coordinates were established by GPS observations
 DJ2329.and adjusted by the National Geodetic Survey in June 2012.
 DJ2329
 DJ2329.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DJ2329.been affixed to the stable North American tectonic plate. See 
 DJ2329.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DJ2329
 DJ2329.The horizontal coordinates are valid at the epoch date displayed above
 DJ2329.which is a decimal equivalence of Year/Month/Day.
 DJ2329
 DJ2329.The orthometric height was determined by differential leveling and
 DJ2329.adjusted by the NATIONAL GEODETIC SURVEY
 DJ2329.in January 2012.
 DJ2329
 DJ2329.Significant digits in the geoid height do not necessarily reflect accuracy.
 DJ2329.GEOID18 height accuracy estimate available here.
 DJ2329
 DJ2329.Click photographs - Photos may exist for this station.
 DJ2329
 DJ2329.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DJ2329
 DJ2329.The Laplace correction was computed from DEFLEC18 derived deflections.
 DJ2329
 DJ2329.The ellipsoidal height was determined by GPS observations
 DJ2329.and is referenced to NAD 83.
 DJ2329
 DJ2329.The dynamic height is computed by dividing the NAVD 88
 DJ2329.geopotential number by the normal gravity value computed on the
 DJ2329.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ2329.degrees latitude (g = 980.6199 gals.).
 DJ2329
 DJ2329.The modeled gravity was interpolated from observed gravity values.
 DJ2329
 DJ2329. The following values were computed from the NAD 83(2011) position.
 DJ2329
 DJ2329;                    North         East     Units Scale Factor Converg.
 DJ2329;SPC MN S     -   319,970.617   835,985.727   MT  0.99995671   +0 19 11.3
 DJ2329;SPC MN S     - 1,049,770.27  2,742,729.84   sFT  0.99995671   +0 19 11.3
 DJ2329;UTM  15      - 4,980,738.452   457,128.711   MT  0.99962260   -0 23 03.7
 DJ2329
 DJ2329!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DJ2329!SPC MN S     -   0.99995816  x   0.99995671  =   0.99991487
 DJ2329!UTM  15      -   0.99995816  x   0.99962260  =   0.99958078
 DJ2329
 DJ2329:                Primary Azimuth Mark                     Grid Az
 DJ2329:SPC MN S     -  2713 AC                                  291 13 02.1
 DJ2329:UTM  15      -  2713 AC                                  291 55 17.1
 DJ2329
 DJ2329_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK5712880738(NAD 83)
 DJ2329
 DJ2329|---------------------------------------------------------------------|
 DJ2329| PID    Reference Object                     Distance      Geod. Az  |
 DJ2329|                                                           dddmmss.s |
 DJ2329| DM4987 2713 AC                             APPROX. 1.2 KM 2913213.4 |
 DJ2329|---------------------------------------------------------------------|
 DJ2329
 DJ2329                          SUPERSEDED SURVEY CONTROL
 DJ2329
 DJ2329  NAD 83(2007)-  44 58 43.65774(N)    093 32 37.48566(W) AD(2002.00) 1
 DJ2329  ELLIP H (01/05/11)  266.894  (m)                       GP(2002.00) 4 1
 DJ2329  NAVD 88             293.87   (m)          964.1    (f) LEVELING    3  
 DJ2329  NAVD 88 (05/05/10)  293.812  (m)          963.95   (f) SUPERSEDED  2 1
 DJ2329
 DJ2329.Superseded values are not recommended for survey control.
 DJ2329
 DJ2329.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ2329.See file dsdata.pdf to determine how the superseded data were derived.
 DJ2329
 DJ2329_MARKER: DV = VERTICAL CONTROL DISK
 DJ2329_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DJ2329_STAMPING: 2713 AA 1988
 DJ2329_MARK LOGO: MNDT
 DJ2329_PROJECTION: PROJECTING 30 CENTIMETERS
 DJ2329_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DJ2329_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DJ2329_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DJ2329+SATELLITE: SATELLITE OBSERVATIONS - October 11, 2025
 DJ2329_ROD/PIPE-DEPTH: 5.2 meters
 DJ2329
 DJ2329  HISTORY     - Date     Condition        Report By
 DJ2329  HISTORY     - 19881006 MONUMENTED       MNDT
 DJ2329  HISTORY     - 19940228 GOOD             MNDT
 DJ2329  HISTORY     - 20080624 GOOD             MNDT
 DJ2329  HISTORY     - 20140903 GOOD             MNDT
 DJ2329  HISTORY     - 20251011 GOOD             USPSQD
 DJ2329
 DJ2329                          STATION DESCRIPTION
 DJ2329
 DJ2329'DESCRIBED BY MN DEPT OF TRANSP 1988 (EGS)
 DJ2329'THE MARK IS LOCATED IN THE CITY OF ORONO, 2.4 MILES WEST ALONG TRUNK
 DJ2329'HIGHWAY 12 FROM ITS JUNCTION WITH TRUNK HIGHWAY 101 IN WAYZATA, NEAR
 DJ2329'SUMMIT PARK CEMETERY AND IN THE SE 1/4 OF SECTION 35, T118N, R23W. THE
 DJ2329'MARK IS 85 FEET WEST OF THE CENTERLINE OF HIGHWAY 12 AT MILEPOINT
 DJ2329'152.7, 64 FEET EAST OF THE CENTERLINE OF A ROAD IN THE CEMETERY, 92
 DJ2329'FEET NORTH OF SIGN (SUMMIT PARK CEMETERY) AND 2 FEET NORTH OF A STEEL
 DJ2329'WITNESS POST.  THE MARK, A MAGNETIC ALUMINUM VERTICAL CONTROL MONUMENT
 DJ2329'DISK STAMPED---2713 AA 1988---, IS FASTENED TO THE TOP OF A 3/4 INCH
 DJ2329'DIAMETER BY 17 FOOT LONG DRIVEN ALUMINUM ROD.
 DJ2329
 DJ2329                          STATION RECOVERY (1994)
 DJ2329
 DJ2329'RECOVERY NOTE BY MN DEPT OF TRANSP 1994 (WAS)
 DJ2329'MARK RECOVERED AS FORMERLY DESCRIBED.
 DJ2329
 DJ2329                          STATION RECOVERY (2008)
 DJ2329
 DJ2329'RECOVERY NOTE BY MN DEPT OF TRANSP 2008 (PJG)
 DJ2329'THE MARK WAS RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.
 DJ2329'THE MARK IS 1.8 MILES NORTHWEST OF WAYZATA, 2.4 MILES WEST ALONG TRUNK
 DJ2329'HIGHWAY 12 FROM THE JUNCTION OF TRUNK HIGHWAY 12 AND TRUNK HIGHWAY 101
 DJ2329'IN WAYZATA, NEAR SUMMIT PARK CEMETERY, AT TRUNK HIGHWAY 12 MILEPOINT
 DJ2329'152.7, 85.0 FEET SOUTH OF TRUNK HIGHWAY 12, 64.0 FEET NORTH OF ROAD IN
 DJ2329'CEMETERY, 150.0 FEET WEST OF SUMMIT PARK CEMETERY SIGN, 2.5 FEET WEST
 DJ2329'OF WITNESS POST.
 DJ2329
 DJ2329                          STATION RECOVERY (2014)
 DJ2329
 DJ2329'RECOVERY NOTE BY MN DEPT OF TRANSP 2014 (WJN)
 DJ2329'RECOVERED IN GOOD CONDITION.
 DJ2329
 DJ2329                          STATION RECOVERY (2025)
 DJ2329
 DJ2329'RECOVERY NOTE BY US POWER SQUADRON 2025 (SMB)
 DJ2329'PROJECTS 12 INCHES (30 CM) ABOVE GRADE - BARE ROD HOLDING A PRISTINE
 DJ2329'DISC IN A MARSHY AREA.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DJ2330 ***********************************************************************
 DJ2330  DESIGNATION -  2713 AB
 DJ2330  PID         -  DJ2330
 DJ2330  STATE/COUNTY-  MN/HENNEPIN
 DJ2330  COUNTRY     -  US
 DJ2330  USGS QUAD   -  EXCELSIOR (2019)
 DJ2330
 DJ2330                         *CURRENT SURVEY CONTROL
 DJ2330  ______________________________________________________________________
 DJ2330* NAD 83(1986) POSITION- 44 59 06.23   (N) 093 33 12.38   (W)   HD_HELD1
 DJ2330* NAVD 88 ORTHO HEIGHT -   301.928 (meters)      990.58  (feet) ADJUSTED
 DJ2330  ______________________________________________________________________
 DJ2330  GEOID HEIGHT    -        -27.033 (meters)                     GEOID18
 DJ2330  DYNAMIC HEIGHT  -        301.921 (meters)      990.55  (feet) COMP
 DJ2330  MODELED GRAVITY -    980,583.4   (mgal)                       NAVD 88
 DJ2330
 DJ2330  VERT ORDER      -  SECOND    CLASS I
 DJ2330
 DJ2330.The horizontal coordinates were determined by differentially corrected
 DJ2330.hand held GPS observations or other comparable positioning techniques
 DJ2330.and have an estimated accuracy of +/- 3 meters.
 DJ2330
 DJ2330.The orthometric height was determined by differential leveling and
 DJ2330.adjusted by the NATIONAL GEODETIC SURVEY
 DJ2330.in January 2012.
 DJ2330
 DJ2330.Significant digits in the geoid height do not necessarily reflect accuracy.
 DJ2330.GEOID18 height accuracy estimate available here.
 DJ2330
 DJ2330.Click photographs - Photos may exist for this station.
 DJ2330
 DJ2330.The dynamic height is computed by dividing the NAVD 88
 DJ2330.geopotential number by the normal gravity value computed on the
 DJ2330.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ2330.degrees latitude (g = 980.6199 gals.).
 DJ2330
 DJ2330.The modeled gravity was interpolated from observed gravity values.
 DJ2330
 DJ2330;                    North         East    Units  Estimated Accuracy
 DJ2330;SPC MN S     -   320,663.2     835,217.4     MT  (+/- 3 meters HH1 GPS) 
 DJ2330
 DJ2330_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK5636981440(NAD 83)
 DJ2330
 DJ2330                          SUPERSEDED SURVEY CONTROL
 DJ2330
 DJ2330  NAVD 88 (05/05/10)  301.945  (m)          990.63   (f) SUPERSEDED  2 1
 DJ2330
 DJ2330.Superseded values are not recommended for survey control.
 DJ2330
 DJ2330.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ2330.See file dsdata.pdf to determine how the superseded data were derived.
 DJ2330
 DJ2330_MARKER: DV = VERTICAL CONTROL DISK
 DJ2330_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DJ2330_STAMPING: 2713 AB 1988
 DJ2330_MARK LOGO: MNDT
 DJ2330_PROJECTION: FLUSH
 DJ2330_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DJ2330_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DJ2330_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DJ2330+SATELLITE: SATELLITE OBSERVATIONS - June 24, 2008
 DJ2330_ROD/PIPE-DEPTH: 5.8 meters
 DJ2330
 DJ2330  HISTORY     - Date     Condition        Report By
 DJ2330  HISTORY     - 19881006 MONUMENTED       MNDT
 DJ2330  HISTORY     - 19940228 GOOD             MNDT
 DJ2330  HISTORY     - 20080624 GOOD             MNDT
 DJ2330
 DJ2330                          STATION DESCRIPTION
 DJ2330
 DJ2330'DESCRIBED BY MN DEPT OF TRANSP 1988 (EGS)
 DJ2330'THE MARK IS LOCATED IN THE CITY OF LONG LAKE, 2.9 MILES WEST ALONG
 DJ2330'TRUNK HIGHWAY 12 FROM ITS JUNCTION WITH TRUNK HIGHWAY 101 IN THE CITY
 DJ2330'OF WAYZATA AND IN THE NE 1/4 OF SECTION 35, T118N, R23W.  THE MARK IS
 DJ2330'36 FEET NORTH OF THE CENTERLINE OF HIGHWAY 12 AT MILEPOINT 152.05, 30
 DJ2330'FEET EAST OF THE ENTENDED CENTERLINE OF HEATHER LANE, 19 FEET EAST OF
 DJ2330'THE CENTERLINE OF A BITUMINOUS DRIVEWAY, 8 FEET EAST OF A POWER POLE
 DJ2330'AND 1 FOOT SOUTH OF A STEEL WITNESS POST.  THE MARK, A STANDARD MNDT
 DJ2330'MAGNETIC ALUMINUM VERTICAL CONTROL MONUMENT DISK STAMPED---2713 AB
 DJ2330'1988---, IS FASTENED TO THE TOP OF A 3/4 INCH DIAMETER BY 19 FOOT LONG
 DJ2330'DRIVEN ALUMINUM ROD.
 DJ2330
 DJ2330                          STATION RECOVERY (1994)
 DJ2330
 DJ2330'RECOVERY NOTE BY MN DEPT OF TRANSP 1994 (WAS)
 DJ2330'MARK RECOVERED AS FORMERLY DESCRIBED.
 DJ2330
 DJ2330                          STATION RECOVERY (2008)
 DJ2330
 DJ2330'RECOVERY NOTE BY MN DEPT OF TRANSP 2008 (PJG)
 DJ2330'THE MARK IS 2.4 MI (3.9 KM) NORTHWEST OF WAYZATA/ 3.0 MI (4.8 KM) WEST
 DJ2330'ALONG TRUNK HIGHWAY 12 FROM THE JUNCTION OF TRUNK HIGHWAY 12 AND TRUNK
 DJ2330'HIGHWAY 101 IN WAYZATA, AT TRUNK HIGHWAY 12 MILE POINT 151.98.
 DJ2330'
 DJ2330'IT IS 36.0 FT (11.0 M) NORTH OF TRUNK HIGHWAY 12, 30.0 FT (9.1 M) EAST
 DJ2330'OF EXTENDED CENTER OF HEATHER LANE, 19.0 FT (5.8 M) EAST OF BITUMINOUS
 DJ2330'DRIVEWAY, 8.0 FT (2.4 M) EAST OF POWER POLE, 1.0 FT (0.3 M) SOUTH OF A
 DJ2330'WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DM4987 ***********************************************************************
 DM4987  DESIGNATION -  2713 AC
 DM4987  PID         -  DM4987
 DM4987  STATE/COUNTY-  MN/HENNEPIN
 DM4987  COUNTRY     -  US
 DM4987  USGS QUAD   -  EXCELSIOR (2019)
 DM4987
 DM4987                         *CURRENT SURVEY CONTROL
 DM4987  ______________________________________________________________________
 DM4987* NAD 83(2011) POSITION- 44 58 58.47288(N) 093 33 30.39208(W)   ADJUSTED
 DM4987* NAD 83(2011) ELLIP HT-   274.178 (meters)        (06/27/12)   ADJUSTED
 DM4987* NAD 83(2011) EPOCH   -  2010.00
 DM4987* NAVD 88 ORTHO HEIGHT -   301.220 (meters)      988.25  (feet) ADJUSTED
 DM4987  ______________________________________________________________________
 DM4987  GEOID HEIGHT    -        -27.032 (meters)                     GEOID18
 DM4987  NAD 83(2011) X  -   -280,486.954 (meters)                     COMP
 DM4987  NAD 83(2011) Y  - -4,510,414.806 (meters)                     COMP
 DM4987  NAD 83(2011) Z  -  4,486,198.991 (meters)                     COMP
 DM4987  LAPLACE CORR    -          4.07  (seconds)                    DEFLEC18
 DM4987  DYNAMIC HEIGHT  -        301.213 (meters)      988.23  (feet) COMP
 DM4987  MODELED GRAVITY -    980,583.2   (mgal)                       NAVD 88
 DM4987
 DM4987  VERT ORDER      -  SECOND    CLASS I
 DM4987
 DM4987  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DM4987  Standards:
 DM4987         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DM4987            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DM4987  -------------------------------------------------------------------
 DM4987  NETWORK    0.20   0.29           0.09   0.07   0.15      0.02819299
 DM4987  -------------------------------------------------------------------
 DM4987  Click here for local accuracies and other accuracy information.
 DM4987
 DM4987.The horizontal coordinates were established by GPS observations
 DM4987.and adjusted by the National Geodetic Survey in June 2012.
 DM4987
 DM4987.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DM4987.been affixed to the stable North American tectonic plate. See 
 DM4987.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DM4987
 DM4987.The horizontal coordinates are valid at the epoch date displayed above
 DM4987.which is a decimal equivalence of Year/Month/Day.
 DM4987
 DM4987.The orthometric height was determined by differential leveling and
 DM4987.adjusted by the NATIONAL GEODETIC SURVEY
 DM4987.in January 2012.
 DM4987
 DM4987.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM4987.GEOID18 height accuracy estimate available here.
 DM4987
 DM4987.Click photographs - Photos may exist for this station.
 DM4987
 DM4987.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DM4987
 DM4987.The Laplace correction was computed from DEFLEC18 derived deflections.
 DM4987
 DM4987.The ellipsoidal height was determined by GPS observations
 DM4987.and is referenced to NAD 83.
 DM4987
 DM4987.The dynamic height is computed by dividing the NAVD 88
 DM4987.geopotential number by the normal gravity value computed on the
 DM4987.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM4987.degrees latitude (g = 980.6199 gals.).
 DM4987
 DM4987.The modeled gravity was interpolated from observed gravity values.
 DM4987
 DM4987. The following values were computed from the NAD 83(2011) position.
 DM4987
 DM4987;                    North         East     Units Scale Factor Converg.
 DM4987;SPC MN S     -   320,421.575   834,824.124   MT  0.99995732   +0 18 34.2
 DM4987;SPC MN S     - 1,051,249.78  2,738,918.81   sFT  0.99995732   +0 18 34.2
 DM4987;UTM  15      - 4,981,203.496   455,973.125   MT  0.99962383   -0 23 41.2
 DM4987
 DM4987!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DM4987!SPC MN S     -   0.99995701  x   0.99995732  =   0.99991434
 DM4987!UTM  15      -   0.99995701  x   0.99962383  =   0.99958086
 DM4987
 DM4987:                Primary Azimuth Mark                     Grid Az
 DM4987:SPC MN S     -  2713 AA                                  111 13 01.8
 DM4987:UTM  15      -  2713 AA                                  111 55 17.2
 DM4987
 DM4987_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK5597381203(NAD 83)
 DM4987
 DM4987|---------------------------------------------------------------------|
 DM4987| PID    Reference Object                     Distance      Geod. Az  |
 DM4987|                                                           dddmmss.s |
 DM4987| DJ2329 2713 AA                             APPROX. 1.2 KM 1113136.0 |
 DM4987| DM4988 2713 AD                             APPROX. 1.2 KM 2803805.7 |
 DM4987| DM4991 2713 AG                             APPROX. 1.3 KM 2871100.0 |
 DM4987|---------------------------------------------------------------------|
 DM4987
 DM4987                          SUPERSEDED SURVEY CONTROL
 DM4987
 DM4987  NAD 83(2007)-  44 58 58.47313(N)    093 33 30.39301(W) AD(2002.00) 1
 DM4987  ELLIP H (01/05/11)  274.205  (m)                       GP(2002.00) 4 1
 DM4987  NAVD 88             301.22   (m)          988.3    (f) LEVELING    3  
 DM4987
 DM4987.Superseded values are not recommended for survey control.
 DM4987
 DM4987.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DM4987.See file dsdata.pdf to determine how the superseded data were derived.
 DM4987
 DM4987_MARKER: DD = SURVEY DISK
 DM4987_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DM4987_SP_SET: BRIDGE WALKWAY
 DM4987_STAMPING: 2713 AC 2008
 DM4987_MARK LOGO: MNDT
 DM4987_MAGNETIC: N = NO MAGNETIC MATERIAL
 DM4987_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DM4987_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DM4987+SATELLITE: SATELLITE OBSERVATIONS - June 17, 2009
 DM4987
 DM4987  HISTORY     - Date     Condition        Report By
 DM4987  HISTORY     - 20050401 MONUMENTED       MNDT
 DM4987  HISTORY     - 20080623 GOOD             MNDT
 DM4987  HISTORY     - 20090617 GOOD             MNDT
 DM4987
 DM4987                          STATION DESCRIPTION
 DM4987
 DM4987'DESCRIBED BY MN DEPT OF TRANSP 2005
 DM4987'THE MARK IS IN LONG LAKE, IN BRIDGE SIDEWALK IN THE CENTER OF THE
 DM4987'NORTH END OF A PEDESTRIAN BRIDGE NUMBER 27278 OVER TRUNK HIGHWAY 12
 DM4987'AND RAILROAD, 0.25 MILE SOUTH ALONG COUNTY ROAD 146 FROM THE JUNCTION
 DM4987'OF TRUNK HIGHWAY 12 AND COUNTY ROAD 146 (BROWN ROAD), THEN 0.7 MILE
 DM4987'EAST ON ORHARD LANE, 0.25 MILE NORTHEAST ON STONE RIDGE CIRCLE, AT NEW
 DM4987'TRUNK HIGHWAY 12 MILEPOINT 152.0, 29.8 FEET SOUTH OF FENCE, 21.5 FEET
 DM4987'SOUTH OF WALKWAY, 6.5 FEET WEST OF BRIDGE PILLAR.  MARK WAS SET IN
 DM4987'2005, STAMPED IN 2008.
 DM4987
 DM4987                          STATION RECOVERY (2008)
 DM4987
 DM4987'RECOVERY NOTE BY MN DEPT OF TRANSP 2008 (PJG)
 DM4987'RECOVERED AS DESCRIBED.
 DM4987
 DM4987                          STATION RECOVERY (2009)
 DM4987
 DM4987'RECOVERY NOTE BY MN DEPT OF TRANSP 2009 (KMS)
 DM4987'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DM4988 ***********************************************************************
 DM4988  DESIGNATION -  2713 AD
 DM4988  PID         -  DM4988
 DM4988  STATE/COUNTY-  MN/HENNEPIN
 DM4988  COUNTRY     -  US
 DM4988  USGS QUAD   -  EXCELSIOR (2019)
 DM4988
 DM4988                         *CURRENT SURVEY CONTROL
 DM4988  ______________________________________________________________________
 DM4988* NAD 83(2011) POSITION- 44 59 05.81035(N) 093 34 25.48104(W)   ADJUSTED
 DM4988* NAD 83(2011) ELLIP HT-   278.574 (meters)        (06/27/12)   ADJUSTED
 DM4988* NAD 83(2011) EPOCH   -  2010.00
 DM4988* NAVD 88 ORTHO HEIGHT -   305.644 (meters)     1002.77  (feet) ADJUSTED
 DM4988  ______________________________________________________________________
 DM4988  GEOID HEIGHT    -        -27.068 (meters)                     GEOID18
 DM4988  NAD 83(2011) X  -   -281,681.793 (meters)                     COMP
 DM4988  NAD 83(2011) Y  - -4,510,183.021 (meters)                     COMP
 DM4988  NAD 83(2011) Z  -  4,486,362.315 (meters)                     COMP
 DM4988  LAPLACE CORR    -          4.53  (seconds)                    DEFLEC18
 DM4988  DYNAMIC HEIGHT  -        305.636 (meters)     1002.74  (feet) COMP
 DM4988  MODELED GRAVITY -    980,580.7   (mgal)                       NAVD 88
 DM4988
 DM4988  VERT ORDER      -  SECOND    CLASS I
 DM4988
 DM4988  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DM4988  Standards:
 DM4988         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DM4988            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DM4988  -------------------------------------------------------------------
 DM4988  NETWORK    0.32   0.37           0.15   0.10   0.19      0.19107833
 DM4988  -------------------------------------------------------------------
 DM4988  Click here for local accuracies and other accuracy information.
 DM4988
 DM4988.The horizontal coordinates were established by GPS observations
 DM4988.and adjusted by the National Geodetic Survey in June 2012.
 DM4988
 DM4988.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DM4988.been affixed to the stable North American tectonic plate. See 
 DM4988.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DM4988
 DM4988.The horizontal coordinates are valid at the epoch date displayed above
 DM4988.which is a decimal equivalence of Year/Month/Day.
 DM4988
 DM4988.The orthometric height was determined by differential leveling and
 DM4988.adjusted by the NATIONAL GEODETIC SURVEY
 DM4988.in January 2012.
 DM4988
 DM4988.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM4988.GEOID18 height accuracy estimate available here.
 DM4988
 DM4988.Click photographs - Photos may exist for this station.
 DM4988
 DM4988.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DM4988
 DM4988.The Laplace correction was computed from DEFLEC18 derived deflections.
 DM4988
 DM4988.The ellipsoidal height was determined by GPS observations
 DM4988.and is referenced to NAD 83.
 DM4988
 DM4988.The dynamic height is computed by dividing the NAVD 88
 DM4988.geopotential number by the normal gravity value computed on the
 DM4988.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM4988.degrees latitude (g = 980.6199 gals.).
 DM4988
 DM4988.The modeled gravity was interpolated from observed gravity values.
 DM4988
 DM4988. The following values were computed from the NAD 83(2011) position.
 DM4988
 DM4988;                    North         East     Units Scale Factor Converg.
 DM4988;SPC MN S     -   320,641.662   833,616.100   MT  0.99995762   +0 17 55.6
 DM4988;SPC MN S     - 1,051,971.85  2,734,955.49   sFT  0.99995762   +0 17 55.6
 DM4988;UTM  15      - 4,981,438.339   454,768.299   MT  0.99962516   -0 24 20.2
 DM4988
 DM4988!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DM4988!SPC MN S     -   0.99995633  x   0.99995762  =   0.99991395
 DM4988!UTM  15      -   0.99995633  x   0.99962516  =   0.99958150
 DM4988
 DM4988:                Primary Azimuth Mark                     Grid Az
 DM4988:SPC MN S     -  2713 AC                                  100 19 31.1
 DM4988:UTM  15      -  2713 AC                                  101 01 46.9
 DM4988
 DM4988_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK5476881438(NAD 83)
 DM4988
 DM4988|---------------------------------------------------------------------|
 DM4988| PID    Reference Object                     Distance      Geod. Az  |
 DM4988|                                                           dddmmss.s |
 DM4988| DM5000 MUKHTAR                             292.408 METERS 08806     |
 DM4988| DM4987 2713 AC                             APPROX. 1.2 KM 1003726.7 |
 DM4988| DM5001 OSMAN                               320.863 METERS 27914     |
 DM4988| DM4991 2713 AG                             152.181 METERS 35408     |
 DM4988|---------------------------------------------------------------------|
 DM4988
 DM4988                          SUPERSEDED SURVEY CONTROL
 DM4988
 DM4988  NAD 83(2007)-  44 59 05.81058(N)    093 34 25.48197(W) AD(2002.00) 1
 DM4988  ELLIP H (01/05/11)  278.602  (m)                       GP(2002.00) 4 1
 DM4988  NAVD 88             305.65   (m)         1002.8    (f) LEVELING    3  
 DM4988
 DM4988.Superseded values are not recommended for survey control.
 DM4988
 DM4988.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DM4988.See file dsdata.pdf to determine how the superseded data were derived.
 DM4988
 DM4988_MARKER: DH = HORIZONTAL CONTROL DISK
 DM4988_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DM4988_SP_SET: BRIDGE WALKWAY
 DM4988_STAMPING: 2713 AD 2008
 DM4988_MARK LOGO: MNDT
 DM4988_MAGNETIC: N = NO MAGNETIC MATERIAL
 DM4988_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DM4988_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DM4988+SATELLITE: SATELLITE OBSERVATIONS - June 17, 2009
 DM4988
 DM4988  HISTORY     - Date     Condition        Report By
 DM4988  HISTORY     - 20050401 MONUMENTED       MNDT
 DM4988  HISTORY     - 20080624 GOOD             MNDT
 DM4988  HISTORY     - 20090617 GOOD             MNDT
 DM4988
 DM4988                          STATION DESCRIPTION
 DM4988
 DM4988'DESCRIBED BY MN DEPT OF TRANSP 2005
 DM4988'THE MARK IS IN LONG LAKE, IN BRIDGE SIDEWALK IN SOUTHEAST CORNER OF
 DM4988'COUNTY ROAD 146 BRIDGE NUMBER 27273 OVER TRUNK HIGHWAY 12 AND
 DM4988'RAILROAD, 0.25 MILE SOUTH ALONG COUNTY ROAD 146 (BROWN ROAD) FROM THE
 DM4988'JUNCTION OF TRUNK HIGHWAY 12 AND COUNTY ROAD 146 (BROWN ROAD), AT
 DM4988'TRUNK HIGHWAY 12 MILEPOINT 150.95, 29.0 FEET WEST OF CORNER OF PILLAR,
 DM4988'19.5 FEET EAST OF COUNTY ROAD 146 (BROWN ROAD).  MARK WAS SET IN 2005,
 DM4988'STAMPED IN 2008.
 DM4988
 DM4988                          STATION RECOVERY (2008)
 DM4988
 DM4988'RECOVERY NOTE BY MN DEPT OF TRANSP 2008 (PJG)
 DM4988'RECOVERED AS DESCRIBED.
 DM4988
 DM4988                          STATION RECOVERY (2009)
 DM4988
 DM4988'RECOVERY NOTE BY MN DEPT OF TRANSP 2009 (KMS)
 DM4988'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DM4989 ***********************************************************************
 DM4989  DESIGNATION -  2713 AE
 DM4989  PID         -  DM4989
 DM4989  STATE/COUNTY-  MN/HENNEPIN
 DM4989  COUNTRY     -  US
 DM4989  USGS QUAD   -  EXCELSIOR (2019)
 DM4989
 DM4989                         *CURRENT SURVEY CONTROL
 DM4989  ______________________________________________________________________
 DM4989* NAD 83(2011) POSITION- 44 59 06.18613(N) 093 35 02.15303(W)   ADJUSTED
 DM4989* NAD 83(2011) ELLIP HT-   281.610 (meters)        (06/27/12)   ADJUSTED
 DM4989* NAD 83(2011) EPOCH   -  2010.00
 DM4989* NAVD 88 ORTHO HEIGHT -   308.703 (meters)     1012.80  (feet) ADJUSTED
 DM4989  ______________________________________________________________________
 DM4989  GEOID HEIGHT    -        -27.087 (meters)                     GEOID18
 DM4989  NAD 83(2011) X  -   -282,483.279 (meters)                     COMP
 DM4989  NAD 83(2011) Y  - -4,510,126.827 (meters)                     COMP
 DM4989  NAD 83(2011) Z  -  4,486,372.666 (meters)                     COMP
 DM4989  LAPLACE CORR    -          4.98  (seconds)                    DEFLEC18
 DM4989  DYNAMIC HEIGHT  -        308.694 (meters)     1012.77  (feet) COMP
 DM4989  MODELED GRAVITY -    980,576.4   (mgal)                       NAVD 88
 DM4989
 DM4989  VERT ORDER      -  SECOND    CLASS I
 DM4989
 DM4989  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DM4989  Standards:
 DM4989         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DM4989            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DM4989  -------------------------------------------------------------------
 DM4989  NETWORK    0.29   0.35           0.13   0.10   0.18     -0.00107560
 DM4989  -------------------------------------------------------------------
 DM4989  Click here for local accuracies and other accuracy information.
 DM4989
 DM4989.The horizontal coordinates were established by GPS observations
 DM4989.and adjusted by the National Geodetic Survey in June 2012.
 DM4989
 DM4989.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DM4989.been affixed to the stable North American tectonic plate. See 
 DM4989.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DM4989
 DM4989.The horizontal coordinates are valid at the epoch date displayed above
 DM4989.which is a decimal equivalence of Year/Month/Day.
 DM4989
 DM4989.The orthometric height was determined by differential leveling and
 DM4989.adjusted by the NATIONAL GEODETIC SURVEY
 DM4989.in January 2012.
 DM4989
 DM4989.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM4989.GEOID18 height accuracy estimate available here.
 DM4989
 DM4989.Click photographs - Photos may exist for this station.
 DM4989
 DM4989.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DM4989
 DM4989.The Laplace correction was computed from DEFLEC18 derived deflections.
 DM4989
 DM4989.The ellipsoidal height was determined by GPS observations
 DM4989.and is referenced to NAD 83.
 DM4989
 DM4989.The dynamic height is computed by dividing the NAVD 88
 DM4989.geopotential number by the normal gravity value computed on the
 DM4989.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM4989.degrees latitude (g = 980.6199 gals.).
 DM4989
 DM4989.The modeled gravity was interpolated from observed gravity values.
 DM4989
 DM4989. The following values were computed from the NAD 83(2011) position.
 DM4989
 DM4989;                    North         East     Units Scale Factor Converg.
 DM4989;SPC MN S     -   320,649.123   832,812.690   MT  0.99995763   +0 17 29.9
 DM4989;SPC MN S     - 1,051,996.33  2,732,319.63   sFT  0.99995763   +0 17 29.9
 DM4989;UTM  15      - 4,981,455.670   453,965.307   MT  0.99962606   -0 24 46.1
 DM4989
 DM4989!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DM4989!SPC MN S     -   0.99995585  x   0.99995763  =   0.99991348
 DM4989!UTM  15      -   0.99995585  x   0.99962606  =   0.99958193
 DM4989
 DM4989:                Primary Azimuth Mark                     Grid Az
 DM4989:SPC MN S     -  2713 Y                                   031 37 48.1
 DM4989:UTM  15      -  2713 Y                                   032 20 04.1
 DM4989
 DM4989_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK5396581455(NAD 83)
 DM4989
 DM4989|---------------------------------------------------------------------|
 DM4989| PID    Reference Object                     Distance      Geod. Az  |
 DM4989|                                                           dddmmss.s |
 DM4989| AE3504 2713 Y                              APPROX. 0.5 KM 0315518.0 |
 DM4989| DM4990 2713 AF                             APPROX. 0.8 KM 2703924.8 |
 DM4989| DM4993 2713 AJ                             APPROX. 0.8 KM 2755015.8 |
 DM4989| AE3503 2713 X                              APPROX. 1.0 KM 2993218.3 |
 DM4989| DM4992 2713 AH                              69.843 METERS 34732     |
 DM4989|---------------------------------------------------------------------|
 DM4989
 DM4989                          SUPERSEDED SURVEY CONTROL
 DM4989
 DM4989  NAD 83(2007)-  44 59 06.18636(N)    093 35 02.15394(W) AD(2002.00) 1
 DM4989  ELLIP H (01/05/11)  281.636  (m)                       GP(2002.00) 4 1
 DM4989  NAVD 88             308.71   (m)         1012.8    (f) LEVELING    3  
 DM4989
 DM4989.Superseded values are not recommended for survey control.
 DM4989
 DM4989.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DM4989.See file dsdata.pdf to determine how the superseded data were derived.
 DM4989
 DM4989_MARKER: DD = SURVEY DISK
 DM4989_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DM4989_SP_SET: BRIDGE WALKWAY
 DM4989_STAMPING: 2713 AE 2008
 DM4989_MARK LOGO: MNDT
 DM4989_MAGNETIC: N = NO MAGNETIC MATERIAL
 DM4989_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DM4989_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DM4989+SATELLITE: SATELLITE OBSERVATIONS - October 12, 2019
 DM4989
 DM4989  HISTORY     - Date     Condition        Report By
 DM4989  HISTORY     - 20050401 MONUMENTED       MNDT
 DM4989  HISTORY     - 20080623 GOOD             MNDT
 DM4989  HISTORY     - 20191012 POOR             USPSQD
 DM4989
 DM4989                          STATION DESCRIPTION
 DM4989
 DM4989'DESCRIBED BY MN DEPT OF TRANSP 2005
 DM4989'THE MARK IS IN LONG LAKE, IN BRIDGE SIDEWALK IN SOUTHEAST CORNER OF
 DM4989'WILLOW DRIVE BRIDGE NUMBER 27274 OVER TRUNK HIGHWAY 12 AND RAILROAD,
 DM4989'0.3 MILE SOUTH ALONG WILLOW DRIVE FROM THE JUNCTION OF TRUNK HIGHWAY
 DM4989'912 AND WILLOW ROAD, AT TRUNK HIGHWAY 12 MILEPOINT 150.45, 24.0 FEET
 DM4989'EAST OF WILLOW DRIVE, 6.3 FEET WEST OF CORNER OF PILLAR, 1.9 FEET EAST
 DM4989'OF CURB.  MARK WAS SET IN 2005, STAMPED IN 2008.
 DM4989
 DM4989                          STATION RECOVERY (2008)
 DM4989
 DM4989'RECOVERY NOTE BY MN DEPT OF TRANSP 2008 (PJG)
 DM4989'RECOVERED AS DESCRIBED.
 DM4989
 DM4989                          STATION RECOVERY (2019)
 DM4989
 DM4989'RECOVERY NOTE BY US POWER SQUADRON 2019 (JL)
 DM4989'MARK RECOVERED IN POOR CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DM4990 ***********************************************************************
 DM4990  DESIGNATION -  2713 AF
 DM4990  PID         -  DM4990
 DM4990  STATE/COUNTY-  MN/HENNEPIN
 DM4990  COUNTRY     -  US
 DM4990  USGS QUAD   -  EXCELSIOR (2019)
 DM4990
 DM4990                         *CURRENT SURVEY CONTROL
 DM4990  ______________________________________________________________________
 DM4990* NAD 83(2011) POSITION- 44 59 06.48349(N) 093 35 38.90122(W)   ADJUSTED
 DM4990* NAD 83(2011) ELLIP HT-   287.020 (meters)        (06/27/12)   ADJUSTED
 DM4990* NAD 83(2011) EPOCH   -  2010.00
 DM4990* NAVD 88 ORTHO HEIGHT -   314.136 (meters)     1030.63  (feet) ADJUSTED
 DM4990  ______________________________________________________________________
 DM4990  GEOID HEIGHT    -        -27.109 (meters)                     GEOID18
 DM4990  NAD 83(2011) X  -   -283,286.633 (meters)                     COMP
 DM4990  NAD 83(2011) Y  - -4,510,073.771 (meters)                     COMP
 DM4990  NAD 83(2011) Z  -  4,486,382.983 (meters)                     COMP
 DM4990  LAPLACE CORR    -          5.50  (seconds)                    DEFLEC18
 DM4990  DYNAMIC HEIGHT  -        314.125 (meters)     1030.59  (feet) COMP
 DM4990  MODELED GRAVITY -    980,572.1   (mgal)                       NAVD 88
 DM4990
 DM4990  VERT ORDER      -  SECOND    CLASS I
 DM4990
 DM4990  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DM4990  Standards:
 DM4990         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DM4990            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DM4990  -------------------------------------------------------------------
 DM4990  NETWORK    0.33   0.39           0.15   0.12   0.20      0.08340133
 DM4990  -------------------------------------------------------------------
 DM4990  Click here for local accuracies and other accuracy information.
 DM4990
 DM4990.The horizontal coordinates were established by GPS observations
 DM4990.and adjusted by the National Geodetic Survey in June 2012.
 DM4990
 DM4990.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DM4990.been affixed to the stable North American tectonic plate. See 
 DM4990.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DM4990
 DM4990.The horizontal coordinates are valid at the epoch date displayed above
 DM4990.which is a decimal equivalence of Year/Month/Day.
 DM4990
 DM4990.The orthometric height was determined by differential leveling and
 DM4990.adjusted by the NATIONAL GEODETIC SURVEY
 DM4990.in January 2012.
 DM4990
 DM4990.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM4990.GEOID18 height accuracy estimate available here.
 DM4990
 DM4990.Click photographs - Photos may exist for this station.
 DM4990
 DM4990.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DM4990
 DM4990.The Laplace correction was computed from DEFLEC18 derived deflections.
 DM4990
 DM4990.The ellipsoidal height was determined by GPS observations
 DM4990.and is referenced to NAD 83.
 DM4990
 DM4990.The dynamic height is computed by dividing the NAVD 88
 DM4990.geopotential number by the normal gravity value computed on the
 DM4990.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM4990.degrees latitude (g = 980.6199 gals.).
 DM4990
 DM4990.The modeled gravity was interpolated from observed gravity values.
 DM4990
 DM4990. The following values were computed from the NAD 83(2011) position.
 DM4990
 DM4990;                    North         East     Units Scale Factor Converg.
 DM4990;SPC MN S     -   320,654.254   832,007.624   MT  0.99995764   +0 17 04.1
 DM4990;SPC MN S     - 1,052,013.16  2,729,678.35   sFT  0.99995764   +0 17 04.1
 DM4990;UTM  15      - 4,981,470.695   453,160.632   MT  0.99962698   -0 25 12.1
 DM4990
 DM4990!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DM4990!SPC MN S     -   0.99995500  x   0.99995764  =   0.99991264
 DM4990!UTM  15      -   0.99995500  x   0.99962698  =   0.99958200
 DM4990
 DM4990:                Primary Azimuth Mark                     Grid Az
 DM4990:SPC MN S     -  2713 Y                                   068 03 01.0
 DM4990:UTM  15      -  2713 Y                                   068 45 17.2
 DM4990
 DM4990_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK5316081470(NAD 83)
 DM4990
 DM4990|---------------------------------------------------------------------|
 DM4990| PID    Reference Object                     Distance      Geod. Az  |
 DM4990|                                                           dddmmss.s |
 DM4990| AE3504 2713 Y                              APPROX. 1.2 KM 0682005.1 |
 DM4990| DM4992 2713 AH                             APPROX. 0.8 KM 0854326.6 |
 DM4990| DM4989 2713 AE                             APPROX. 0.8 KM 0903858.8 |
 DM4990| DM4993 2713 AJ                              76.386 METERS 34758     |
 DM4990| AE3503 2713 X                              498.467 METERS 3504814.8 |
 DM4990|---------------------------------------------------------------------|
 DM4990
 DM4990                          SUPERSEDED SURVEY CONTROL
 DM4990
 DM4990  NAD 83(2007)-  44 59 06.48372(N)    093 35 38.90213(W) AD(2002.00) 1
 DM4990  ELLIP H (01/05/11)  287.045  (m)                       GP(2002.00) 4 1
 DM4990  NAVD 88             314.14   (m)         1030.6    (f) LEVELING    3  
 DM4990
 DM4990.Superseded values are not recommended for survey control.
 DM4990
 DM4990.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DM4990.See file dsdata.pdf to determine how the superseded data were derived.
 DM4990
 DM4990_MARKER: DD = SURVEY DISK
 DM4990_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DM4990_SP_SET: BRIDGE WALKWAY
 DM4990_STAMPING: 2713 AF 2008
 DM4990_MARK LOGO: MNDT
 DM4990_MAGNETIC: N = NO MAGNETIC MATERIAL
 DM4990_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DM4990_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DM4990+SATELLITE: SATELLITE OBSERVATIONS - October 12, 2019
 DM4990
 DM4990  HISTORY     - Date     Condition        Report By
 DM4990  HISTORY     - 20050401 MONUMENTED       MNDT
 DM4990  HISTORY     - 20080623 GOOD             MNDT
 DM4990  HISTORY     - 20191012 POOR             USPSQD
 DM4990
 DM4990                          STATION DESCRIPTION
 DM4990
 DM4990'DESCRIBED BY MN DEPT OF TRANSP 2005
 DM4990'THE MARK IS IN LONG LAKE, IN BRIDGE SIDEWALK IN SOUTHEAST CORNER OF
 DM4990'OLD CRYSTAL BAY ROAD BRIDGE NUMBER 27275 OVER TRUNK HIGHWAY 12 AND
 DM4990'RAILROAD, 0.3 MILE SOUTH ALONG OLD CRYSTAL BAY ROAD FROM THE JUNCTION
 DM4990'OF TRUNK HIGHWAY 912 AND OLD CRYSTAL BAY ROAD, AT TRUNK HIGHWAY
 DM4990'MILEPOINT 149.9, 26.1 FEET EAST OF OLD CRYSTAL BAY ROAD, 4.5 FEET EAST
 DM4990'OF CURB, 3.5 FEET WEST OF CORNER OF PILLAR.  MARK WAS SET IN 2005,
 DM4990'STAMPED IN 2008.
 DM4990
 DM4990                          STATION RECOVERY (2008)
 DM4990
 DM4990'RECOVERY NOTE BY MN DEPT OF TRANSP 2008 (PJG)
 DM4990'RECOVERED AS DESCRIBED.
 DM4990
 DM4990                          STATION RECOVERY (2019)
 DM4990
 DM4990'RECOVERY NOTE BY US POWER SQUADRON 2019 (JL)
 DM4990'MARK RECOVERED IN POOR CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DM4991 ***********************************************************************
 DM4991  HT_MOD      -  This is a Height Modernization Survey Station.
 DM4991  DESIGNATION -  2713 AG
 DM4991  PID         -  DM4991
 DM4991  STATE/COUNTY-  MN/HENNEPIN
 DM4991  COUNTRY     -  US
 DM4991  USGS QUAD   -  EXCELSIOR (2019)
 DM4991
 DM4991                         *CURRENT SURVEY CONTROL
 DM4991  ______________________________________________________________________
 DM4991* NAD 83(2011) POSITION- 44 59 10.71427(N) 093 34 26.19138(W)   ADJUSTED
 DM4991* NAD 83(2011) ELLIP HT-   276.997 (meters)        (06/27/12)   ADJUSTED
 DM4991* NAD 83(2011) EPOCH   -  2010.00
 DM4991* NAVD 88 ORTHO HEIGHT -   304.08  (meters)      997.6   (feet) GPS OBS
 DM4991  ______________________________________________________________________
 DM4991  NAVD 88 orthometric height was determined with geoid model    GEOID09
 DM4991  GEOID HEIGHT    -        -27.049 (meters)                     GEOID09
 DM4991  GEOID HEIGHT    -        -27.074 (meters)                     GEOID18
 DM4991  NAD 83(2011) X  -   -281,690.584 (meters)                     COMP
 DM4991  NAD 83(2011) Y  - -4,510,074.124 (meters)                     COMP
 DM4991  NAD 83(2011) Z  -  4,486,468.275 (meters)                     COMP
 DM4991  LAPLACE CORR    -          4.57  (seconds)                    DEFLEC18
 DM4991
 DM4991  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DM4991  Standards:
 DM4991         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DM4991            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DM4991  -------------------------------------------------------------------
 DM4991  NETWORK    0.34   0.41           0.16   0.10   0.21      0.11751764
 DM4991  -------------------------------------------------------------------
 DM4991  Click here for local accuracies and other accuracy information.
 DM4991
 DM4991.The horizontal coordinates were established by GPS observations
 DM4991.and adjusted by the National Geodetic Survey in June 2012.
 DM4991
 DM4991.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DM4991.been affixed to the stable North American tectonic plate. See 
 DM4991.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DM4991
 DM4991.The horizontal coordinates are valid at the epoch date displayed above
 DM4991.which is a decimal equivalence of Year/Month/Day.
 DM4991
 DM4991.The orthometric height was determined by GPS observations and a
 DM4991.high-resolution geoid model using precise GPS observation and
 DM4991.processing techniques.
 DM4991
 DM4991.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM4991.GEOID18 height accuracy estimate available here.
 DM4991
 DM4991.Click photographs - Photos may exist for this station.
 DM4991
 DM4991.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DM4991
 DM4991.The Laplace correction was computed from DEFLEC18 derived deflections.
 DM4991
 DM4991.The ellipsoidal height was determined by GPS observations
 DM4991.and is referenced to NAD 83.
 DM4991
 DM4991. The following values were computed from the NAD 83(2011) position.
 DM4991
 DM4991;                    North         East     Units Scale Factor Converg.
 DM4991;SPC MN S     -   320,792.956   833,599.750   MT  0.99995782   +0 17 55.1
 DM4991;SPC MN S     - 1,052,468.22  2,734,901.85   sFT  0.99995782   +0 17 55.1
 DM4991;UTM  15      - 4,981,589.772   454,753.814   MT  0.99962517   -0 24 20.7
 DM4991
 DM4991!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DM4991!SPC MN S     -   0.99995657  x   0.99995782  =   0.99991439
 DM4991!UTM  15      -   0.99995657  x   0.99962517  =   0.99958176
 DM4991
 DM4991:                Primary Azimuth Mark                     Grid Az
 DM4991:SPC MN S     -  2713 AC                                  106 52 25.4
 DM4991:UTM  15      -  2713 AC                                  107 34 41.2
 DM4991
 DM4991_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK5475381589(NAD 83)
 DM4991
 DM4991|---------------------------------------------------------------------|
 DM4991| PID    Reference Object                     Distance      Geod. Az  |
 DM4991|                                                           dddmmss.s |
 DM4991| DM4987 2713 AC                             APPROX. 1.3 KM 1071020.5 |
 DM4991| DM5000 MUKHTAR                             338.868 METERS 11443     |
 DM4991| DM4988 2713 AD                             152.181 METERS 17408     |
 DM4991| DM5001 OSMAN                               317.303 METERS 25138     |
 DM4991|---------------------------------------------------------------------|
 DM4991
 DM4991                          SUPERSEDED SURVEY CONTROL
 DM4991
 DM4991  NAD 83(2007)-  44 59 10.71452(N)    093 34 26.19229(W) AD(2002.00) 1
 DM4991  ELLIP H (01/05/11)  277.025  (m)                       GP(2002.00) 4 1
 DM4991  NAVD 88 (01/03/12)  304.067  (m)          997.59   (f) ADJUSTED    2 1
 DM4991
 DM4991.Superseded values are not recommended for survey control.
 DM4991
 DM4991.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DM4991.See file dsdata.pdf to determine how the superseded data were derived.
 DM4991
 DM4991_MARKER: DD = SURVEY DISK
 DM4991_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DM4991_SP_SET: BRIDGE WALKWAY
 DM4991_STAMPING: 2713 AG 2008
 DM4991_MARK LOGO: MNDT
 DM4991_MAGNETIC: N = NO MAGNETIC MATERIAL
 DM4991_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DM4991_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DM4991+SATELLITE: SATELLITE OBSERVATIONS - October 11, 2025
 DM4991
 DM4991  HISTORY     - Date     Condition        Report By
 DM4991  HISTORY     - 20050401 MONUMENTED       MNDT
 DM4991  HISTORY     - 20080623 GOOD             MNDT
 DM4991  HISTORY     - 20191012 POOR             USPSQD
 DM4991  HISTORY     - 20251011 POOR             USPSQD
 DM4991
 DM4991                          STATION DESCRIPTION
 DM4991
 DM4991'DESCRIBED BY MN DEPT OF TRANSP 2005
 DM4991'THE MARK IS IN LONG LAKE, IN SIDEWALK IN NORTHWEST CORNER OF COUNTY
 DM4991'ROAD 146 BRIDGE NUMBER 27273 OVER TRUNK HIGHWAY 12 AND RAILROAD, 0.2
 DM4991'MILE SOUTH ALONG BROWN ROAD FROM THE JUNCTION OF TRUNK HIGHWAY 912 AND
 DM4991'COUNTY ROAD 146, 25 FEET WEST OF COUNTY ROAD 146, 300 FEET SOUTH OF
 DM4991'CITY HALL, 3 FEET EAST OF NORTHEAST CORNER OF THE NORTHWEST PILLAR
 DM4991'WITH LIGHT POLE, 3 FEET WEST OF CURB, 0.2 FOOT NORTH OF EXPANSION
 DM4991'JOINT.  MARK WAS SET IN 2005, STAMPED IN 2008.
 DM4991
 DM4991                          STATION RECOVERY (2008)
 DM4991
 DM4991'RECOVERY NOTE BY MN DEPT OF TRANSP 2008 (PJG)
 DM4991'RECOVERED AS DESCRIBED.
 DM4991
 DM4991                          STATION RECOVERY (2019)
 DM4991
 DM4991'RECOVERY NOTE BY US POWER SQUADRON 2019 (JL)
 DM4991'MARK RECOVERED IN POOR CONDITION.
 DM4991
 DM4991                          STATION RECOVERY (2025)
 DM4991
 DM4991'RECOVERY NOTE BY US POWER SQUADRON 2025 (SMB)
 DM4991'THE MN DOT DISC IS STABLE BUT THE LETTERING ON THE DOME PART OF THE
 DM4991'FACE IS BADLY SCUFFED AND NO LONGER LEGIBLE OTHER THAN THE OUTER RING.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DM4992 ***********************************************************************
 DM4992  DESIGNATION -  2713 AH
 DM4992  PID         -  DM4992
 DM4992  STATE/COUNTY-  MN/HENNEPIN
 DM4992  COUNTRY     -  US
 DM4992  USGS QUAD   -  EXCELSIOR (2019)
 DM4992
 DM4992                         *CURRENT SURVEY CONTROL
 DM4992  ______________________________________________________________________
 DM4992* NAD 83(2011) POSITION- 44 59 08.39526(N) 093 35 02.84141(W)   ADJUSTED
 DM4992* NAD 83(2011) ELLIP HT-   281.790 (meters)        (06/27/12)   ADJUSTED
 DM4992* NAD 83(2011) EPOCH   -  2010.00
 DM4992* NAVD 88 ORTHO HEIGHT -   308.885 (meters)     1013.40  (feet) ADJUSTED
 DM4992  ______________________________________________________________________
 DM4992  GEOID HEIGHT    -        -27.091 (meters)                     GEOID18
 DM4992  NAD 83(2011) X  -   -282,495.325 (meters)                     COMP
 DM4992  NAD 83(2011) Y  - -4,510,077.895 (meters)                     COMP
 DM4992  NAD 83(2011) Z  -  4,486,421.029 (meters)                     COMP
 DM4992  LAPLACE CORR    -          5.00  (seconds)                    DEFLEC18
 DM4992  DYNAMIC HEIGHT  -        308.875 (meters)     1013.37  (feet) COMP
 DM4992  MODELED GRAVITY -    980,576.3   (mgal)                       NAVD 88
 DM4992
 DM4992  VERT ORDER      -  SECOND    CLASS I
 DM4992
 DM4992  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DM4992  Standards:
 DM4992         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DM4992            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DM4992  -------------------------------------------------------------------
 DM4992  NETWORK    0.33   0.39           0.15   0.12   0.20     -0.02431440
 DM4992  -------------------------------------------------------------------
 DM4992  Click here for local accuracies and other accuracy information.
 DM4992
 DM4992.The horizontal coordinates were established by GPS observations
 DM4992.and adjusted by the National Geodetic Survey in June 2012.
 DM4992
 DM4992.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DM4992.been affixed to the stable North American tectonic plate. See 
 DM4992.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DM4992
 DM4992.The horizontal coordinates are valid at the epoch date displayed above
 DM4992.which is a decimal equivalence of Year/Month/Day.
 DM4992
 DM4992.The orthometric height was determined by differential leveling and
 DM4992.adjusted by the NATIONAL GEODETIC SURVEY
 DM4992.in January 2012.
 DM4992
 DM4992.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM4992.GEOID18 height accuracy estimate available here.
 DM4992
 DM4992.Click photographs - Photos may exist for this station.
 DM4992
 DM4992.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DM4992
 DM4992.The Laplace correction was computed from DEFLEC18 derived deflections.
 DM4992
 DM4992.The ellipsoidal height was determined by GPS observations
 DM4992.and is referenced to NAD 83.
 DM4992
 DM4992.The dynamic height is computed by dividing the NAVD 88
 DM4992.geopotential number by the normal gravity value computed on the
 DM4992.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM4992.degrees latitude (g = 980.6199 gals.).
 DM4992
 DM4992.The modeled gravity was interpolated from observed gravity values.
 DM4992
 DM4992. The following values were computed from the NAD 83(2011) position.
 DM4992
 DM4992;                    North         East     Units Scale Factor Converg.
 DM4992;SPC MN S     -   320,717.238   832,797.263   MT  0.99995772   +0 17 29.4
 DM4992;SPC MN S     - 1,052,219.81  2,732,269.02   sFT  0.99995772   +0 17 29.4
 DM4992;UTM  15      - 4,981,523.947   453,950.723   MT  0.99962607   -0 24 46.6
 DM4992
 DM4992!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DM4992!SPC MN S     -   0.99995582  x   0.99995772  =   0.99991354
 DM4992!UTM  15      -   0.99995582  x   0.99962607  =   0.99958191
 DM4992
 DM4992:                Primary Azimuth Mark                     Grid Az
 DM4992:SPC MN S     -  2713 Y                                   037 37 42.1
 DM4992:UTM  15      -  2713 Y                                   038 19 58.1
 DM4992
 DM4992_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK5395081523(NAD 83)
 DM4992
 DM4992|---------------------------------------------------------------------|
 DM4992| PID    Reference Object                     Distance      Geod. Az  |
 DM4992|                                                           dddmmss.s |
 DM4992| AE3504 2713 Y                              467.555 METERS 0375511.5 |
 DM4992| DM4989 2713 AE                              69.843 METERS 16732     |
 DM4992| DM4990 2713 AF                             APPROX. 0.8 KM 2654352.1 |
 DM4992| DM4993 2713 AJ                             APPROX. 0.8 KM 2710708.3 |
 DM4992| AE3503 2713 X                              APPROX. 1.0 KM 2962833.6 |
 DM4992|---------------------------------------------------------------------|
 DM4992
 DM4992                          SUPERSEDED SURVEY CONTROL
 DM4992
 DM4992  NAD 83(2007)-  44 59 08.39548(N)    093 35 02.84234(W) AD(2002.00) 1
 DM4992  ELLIP H (01/05/11)  281.817  (m)                       GP(2002.00) 4 1
 DM4992  NAVD 88             308.89   (m)         1013.4    (f) LEVELING    3  
 DM4992
 DM4992.Superseded values are not recommended for survey control.
 DM4992
 DM4992.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DM4992.See file dsdata.pdf to determine how the superseded data were derived.
 DM4992
 DM4992_MARKER: DD = SURVEY DISK
 DM4992_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DM4992_SP_SET: BRIDGE WALKWAY
 DM4992_STAMPING: 2713 AH 2008
 DM4992_MARK LOGO: MNDT
 DM4992_MAGNETIC: N = NO MAGNETIC MATERIAL
 DM4992_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DM4992_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DM4992+SATELLITE: SATELLITE OBSERVATIONS - October 12, 2019
 DM4992
 DM4992  HISTORY     - Date     Condition        Report By
 DM4992  HISTORY     - 20050401 MONUMENTED       MNDT
 DM4992  HISTORY     - 20080622 GOOD             MNDT
 DM4992  HISTORY     - 20191012 POOR             USPSQD
 DM4992
 DM4992                          STATION DESCRIPTION
 DM4992
 DM4992'DESCRIBED BY MN DEPT OF TRANSP 2005
 DM4992'THE MARK IS IN LONG LAKE, IN SIDEWALK IN NORTHWEST CORNER OF WILLOW
 DM4992'DRIVE BRIDGE NUMBER 27274 OVER TRUNK HIGHWAY 12 AND RAILROAD, 0.2 MILE
 DM4992'SOUTH ALONG WILLOW DRIVE FROM THE JUNCTION OF TRUNK HIGHWAY 912 AND
 DM4992'WILLOW DRIVE, AT TRUNK HIGHWAY 12 MILEPOINT 150.45, 25 FEET WEST OF
 DM4992'WILLOW DRIVE, 5 FEET EAST OF NORTHEAST CORNER OF THE NORTHWEST PILLAR
 DM4992'WITH LIGHT POLE, 3 FEET WEST OF CURB, 0.3 FOOT NORTH OF EXPANSION
 DM4992'JOINT.  MARK WAS SET IN 2005, STAMPED IN 2008.
 DM4992
 DM4992                          STATION RECOVERY (2008)
 DM4992
 DM4992'RECOVERY NOTE BY MN DEPT OF TRANSP 2008 (PJG)
 DM4992'RECOVERED AS DESCRIBED.
 DM4992
 DM4992                          STATION RECOVERY (2019)
 DM4992
 DM4992'RECOVERY NOTE BY US POWER SQUADRON 2019 (JL)
 DM4992'MARK RECOVERED IN POOR CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DM4993 ***********************************************************************
 DM4993  DESIGNATION -  2713 AJ
 DM4993  PID         -  DM4993
 DM4993  STATE/COUNTY-  MN/HENNEPIN
 DM4993  COUNTRY     -  US
 DM4993  USGS QUAD   -  EXCELSIOR (2019)
 DM4993
 DM4993                         *CURRENT SURVEY CONTROL
 DM4993  ______________________________________________________________________
 DM4993* NAD 83(2011) POSITION- 44 59 08.90353(N) 093 35 39.62831(W)   ADJUSTED
 DM4993* NAD 83(2011) ELLIP HT-   287.119 (meters)        (06/27/12)   ADJUSTED
 DM4993* NAD 83(2011) EPOCH   -  2010.00
 DM4993* NAVD 88 ORTHO HEIGHT -   314.242 (meters)     1030.98  (feet) ADJUSTED
 DM4993  ______________________________________________________________________
 DM4993  GEOID HEIGHT    -        -27.113 (meters)                     GEOID18
 DM4993  NAD 83(2011) X  -   -283,299.225 (meters)                     COMP
 DM4993  NAD 83(2011) Y  - -4,510,020.132 (meters)                     COMP
 DM4993  NAD 83(2011) Z  -  4,486,435.894 (meters)                     COMP
 DM4993  LAPLACE CORR    -          5.52  (seconds)                    DEFLEC18
 DM4993  DYNAMIC HEIGHT  -        314.230 (meters)     1030.94  (feet) COMP
 DM4993  MODELED GRAVITY -    980,571.7   (mgal)                       NAVD 88
 DM4993
 DM4993  VERT ORDER      -  SECOND    CLASS I
 DM4993
 DM4993  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DM4993  Standards:
 DM4993         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DM4993            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DM4993  -------------------------------------------------------------------
 DM4993  NETWORK    0.37   0.39           0.16   0.14   0.20      0.08544684
 DM4993  -------------------------------------------------------------------
 DM4993  Click here for local accuracies and other accuracy information.
 DM4993
 DM4993.The horizontal coordinates were established by GPS observations
 DM4993.and adjusted by the National Geodetic Survey in June 2012.
 DM4993
 DM4993.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DM4993.been affixed to the stable North American tectonic plate. See 
 DM4993.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DM4993
 DM4993.The horizontal coordinates are valid at the epoch date displayed above
 DM4993.which is a decimal equivalence of Year/Month/Day.
 DM4993
 DM4993.The orthometric height was determined by differential leveling and
 DM4993.adjusted by the NATIONAL GEODETIC SURVEY
 DM4993.in January 2012.
 DM4993
 DM4993.No vertical observational check was made to the station.
 DM4993
 DM4993.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM4993.GEOID18 height accuracy estimate available here.
 DM4993
 DM4993.Click photographs - Photos may exist for this station.
 DM4993
 DM4993.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DM4993
 DM4993.The Laplace correction was computed from DEFLEC18 derived deflections.
 DM4993
 DM4993.The ellipsoidal height was determined by GPS observations
 DM4993.and is referenced to NAD 83.
 DM4993
 DM4993.The dynamic height is computed by dividing the NAVD 88
 DM4993.geopotential number by the normal gravity value computed on the
 DM4993.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM4993.degrees latitude (g = 980.6199 gals.).
 DM4993
 DM4993.The modeled gravity was interpolated from observed gravity values.
 DM4993
 DM4993. The following values were computed from the NAD 83(2011) position.
 DM4993
 DM4993;                    North         East     Units Scale Factor Converg.
 DM4993;SPC MN S     -   320,728.878   831,991.325   MT  0.99995774   +0 17 03.6
 DM4993;SPC MN S     - 1,052,257.99  2,729,624.87   sFT  0.99995774   +0 17 03.6
 DM4993;UTM  15      - 4,981,545.488   453,145.257   MT  0.99962699   -0 25 12.6
 DM4993
 DM4993!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DM4993!SPC MN S     -   0.99995499  x   0.99995774  =   0.99991273
 DM4993!UTM  15      -   0.99995499  x   0.99962699  =   0.99958199
 DM4993
 DM4993:                Primary Azimuth Mark                     Grid Az
 DM4993:SPC MN S     -  2713 Y                                   071 48 31.7
 DM4993:UTM  15      -  2713 Y                                   072 30 47.9
 DM4993
 DM4993_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK5314581545(NAD 83)
 DM4993
 DM4993|---------------------------------------------------------------------|
 DM4993| PID    Reference Object                     Distance      Geod. Az  |
 DM4993|                                                           dddmmss.s |
 DM4993| AE3504 2713 Y                              APPROX. 1.1 KM 0720535.3 |
 DM4993| DM4992 2713 AH                             APPROX. 0.8 KM 0910642.3 |
 DM4993| DM4989 2713 AE                             APPROX. 0.8 KM 0954949.3 |
 DM4993| DM4990 2713 AF                              76.386 METERS 16758     |
 DM4993| AE3503 2713 X                              422.192 METERS 3511903.5 |
 DM4993|---------------------------------------------------------------------|
 DM4993
 DM4993                          SUPERSEDED SURVEY CONTROL
 DM4993
 DM4993  NAD 83(2007)-  44 59 08.90373(N)    093 35 39.62925(W) AD(2002.00) 1
 DM4993  ELLIP H (01/05/11)  287.143  (m)                       GP(2002.00) 4 1
 DM4993  NAVD 88             314.24   (m)         1031.0    (f) LEVELING    3  
 DM4993
 DM4993.Superseded values are not recommended for survey control.
 DM4993
 DM4993.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DM4993.See file dsdata.pdf to determine how the superseded data were derived.
 DM4993
 DM4993_MARKER: DD = SURVEY DISK
 DM4993_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DM4993_SP_SET: BRIDGE WALKWAY
 DM4993_STAMPING: 2713 AJ 2008
 DM4993_MARK LOGO: MNDT
 DM4993_MAGNETIC: N = NO MAGNETIC MATERIAL
 DM4993_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DM4993_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DM4993+SATELLITE: SATELLITE OBSERVATIONS - October 12, 2019
 DM4993
 DM4993  HISTORY     - Date     Condition        Report By
 DM4993  HISTORY     - 20050401 MONUMENTED       MNDT
 DM4993  HISTORY     - 20080623 GOOD             MNDT
 DM4993  HISTORY     - 20191012 GOOD             USPSQD
 DM4993
 DM4993                          STATION DESCRIPTION
 DM4993
 DM4993'DESCRIBED BY MN DEPT OF TRANSP 2005
 DM4993'THE MARK IS IN LONG LAKE, IN SIDEWALK IN NORTHWEST CORNER OF OLD
 DM4993'CRYSTAL BAY ROAD BRIDGE NUMBER 27275 OVER TRUNK HIGHWAY 12 AND
 DM4993'RAILROAD, 0.2 MILE SOUTH ALONG OLD CRYSTAL BAY ROAD FROM THE JUNCTION
 DM4993'OF OLD CRYSTAL BAY ROAD AND TRUNK HIGHWAY 912 IN LONG LAKE, AT TRUNK
 DM4993'HIGHWAY 12 MILEPOINT 149.9, 25 FEET WEST OF OLD CRYSTAL BAY ROAD, 40
 DM4993'FEET SOUTH SOUTHEAST OF ELECTRIC BOX, 4.5 FEET WEST OF CURB, 0.5 FOOT
 DM4993'NORTH OF EXPANSION JOINT.  MARK WAS SET IN 2005, STAMPED IN 2008.
 DM4993
 DM4993                          STATION RECOVERY (2008)
 DM4993
 DM4993'RECOVERY NOTE BY MN DEPT OF TRANSP 2008 (PJG)
 DM4993'RECOVERED AS DESCRIBED.
 DM4993
 DM4993                          STATION RECOVERY (2019)
 DM4993
 DM4993'RECOVERY NOTE BY US POWER SQUADRON 2019 (JL)
 DM4993'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DM5746 ***********************************************************************
 DM5746  DESIGNATION -  2713 AK
 DM5746  PID         -  DM5746
 DM5746  STATE/COUNTY-  MN/HENNEPIN
 DM5746  COUNTRY     -  US
 DM5746  USGS QUAD   -  EXCELSIOR (2019)
 DM5746
 DM5746                         *CURRENT SURVEY CONTROL
 DM5746  ______________________________________________________________________
 DM5746* NAD 83(1986) POSITION- 44 59 09.40   (N) 093 36 20.60   (W)   HD_HELD1
 DM5746* NAVD 88 ORTHO HEIGHT -   302.938 (meters)      993.89  (feet) ADJUSTED
 DM5746  ______________________________________________________________________
 DM5746  GEOID HEIGHT    -        -27.140 (meters)                     GEOID18
 DM5746  DYNAMIC HEIGHT  -        302.926 (meters)      993.85  (feet) COMP
 DM5746  MODELED GRAVITY -    980,567.0   (mgal)                       NAVD 88
 DM5746
 DM5746  VERT ORDER      -  SECOND    CLASS I
 DM5746
 DM5746.The horizontal coordinates were determined by differentially corrected
 DM5746.hand held GPS observations or other comparable positioning techniques
 DM5746.and have an estimated accuracy of +/- 3 meters.
 DM5746
 DM5746.The orthometric height was determined by differential leveling and
 DM5746.adjusted by the NATIONAL GEODETIC SURVEY
 DM5746.in January 2012.
 DM5746
 DM5746.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM5746.GEOID18 height accuracy estimate available here.
 DM5746
 DM5746.Click photographs - Photos may exist for this station.
 DM5746
 DM5746.The dynamic height is computed by dividing the NAVD 88
 DM5746.geopotential number by the normal gravity value computed on the
 DM5746.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM5746.degrees latitude (g = 980.6199 gals.).
 DM5746
 DM5746.The modeled gravity was interpolated from observed gravity values.
 DM5746
 DM5746;                    North         East    Units  Estimated Accuracy
 DM5746;SPC MN S     -   320,739.8     831,093.7     MT  (+/- 3 meters HH1 GPS) 
 DM5746
 DM5746_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK5224881567(NAD 83)
 DM5746
 DM5746                          SUPERSEDED SURVEY CONTROL
 DM5746
 DM5746.No superseded survey control is available for this station.
 DM5746
 DM5746_MARKER: DD = SURVEY DISK
 DM5746_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DM5746_SP_SET: BRIDGE WALKWAY
 DM5746_STAMPING: 2713 AK 2008
 DM5746_MARK LOGO: MNDT
 DM5746_MAGNETIC: N = NO MAGNETIC MATERIAL
 DM5746_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DM5746_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DM5746+SATELLITE: SATELLITE OBSERVATIONS - April 01, 2008
 DM5746
 DM5746  HISTORY     - Date     Condition        Report By
 DM5746  HISTORY     - 20080401 MONUMENTED       MNDT
 DM5746
 DM5746                          STATION DESCRIPTION
 DM5746
 DM5746'DESCRIBED BY MN DEPT OF TRANSP 2008
 DM5746'THE MARK IS 0.4 MI (0.6 KM) WEST OF LONG LAKE, IN ORONO TOWNSHIP IN
 DM5746'RAILING IN SOUTHEAST CORNER OF TRUNK HIGHWAY 12 BRIDGE NUMBER 27296
 DM5746'OVER WETLAND.
 DM5746'
 DM5746'0.7 MI SOUTHEAST ALONG TRUNK HIGHWAY 12 FROM THE JUNCTION OF TRUNK
 DM5746'HIGHWAY 12 AND COUNTY ROAD 6 IN ORONO TOWNSHIP, THEN 0.05 MI (0.1 KM)
 DM5746'NORTH ACROSS RAILROAD, THEN 0.1 MI (0.2 KM) WEST ON TRUNK HIGHWAY 12,
 DM5746'AT TRUNK HIGHWAY 12 MILE POINT 149.35.
 DM5746'
 DM5746'IT IS 25 FT (7.6 M) SOUTH OF TRUNK HIGHWAY 12, 0.4 MI (0.6 KM) WEST OF
 DM5746'OLD CRYSTAL BAY ROAD BRIDGE OVER HIGHWAY, 1.0 FT (0.3 M) EAST OF
 DM5746'EXPANSION JOINT.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DM5745 ***********************************************************************
 DM5745  DESIGNATION -  2713 AL
 DM5745  PID         -  DM5745
 DM5745  STATE/COUNTY-  MN/HENNEPIN
 DM5745  COUNTRY     -  US
 DM5745  USGS QUAD   -  EXCELSIOR (2019)
 DM5745
 DM5745                         *CURRENT SURVEY CONTROL
 DM5745  ______________________________________________________________________
 DM5745* NAD 83(1986) POSITION- 44 59 19.80   (N) 093 36 42.50   (W)   HD_HELD1
 DM5745* NAVD 88 ORTHO HEIGHT -   303.988 (meters)      997.33  (feet) ADJUSTED
 DM5745  ______________________________________________________________________
 DM5745  GEOID HEIGHT    -        -27.168 (meters)                     GEOID18
 DM5745  DYNAMIC HEIGHT  -        303.974 (meters)      997.29  (feet) COMP
 DM5745  MODELED GRAVITY -    980,563.5   (mgal)                       NAVD 88
 DM5745
 DM5745  VERT ORDER      -  SECOND    CLASS I
 DM5745
 DM5745.The horizontal coordinates were determined by differentially corrected
 DM5745.hand held GPS observations or other comparable positioning techniques
 DM5745.and have an estimated accuracy of +/- 3 meters.
 DM5745
 DM5745.The orthometric height was determined by differential leveling and
 DM5745.adjusted by the NATIONAL GEODETIC SURVEY
 DM5745.in January 2012.
 DM5745
 DM5745.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM5745.GEOID18 height accuracy estimate available here.
 DM5745
 DM5745.Click photographs - Photos may exist for this station.
 DM5745
 DM5745.The dynamic height is computed by dividing the NAVD 88
 DM5745.geopotential number by the normal gravity value computed on the
 DM5745.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM5745.degrees latitude (g = 980.6199 gals.).
 DM5745
 DM5745.The modeled gravity was interpolated from observed gravity values.
 DM5745
 DM5745;                    North         East    Units  Estimated Accuracy
 DM5745;SPC MN S     -   321,058.5     830,612.5     MT  (+/- 3 meters HH1 GPS) 
 DM5745
 DM5745_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK5177081891(NAD 83)
 DM5745
 DM5745                          SUPERSEDED SURVEY CONTROL
 DM5745
 DM5745.No superseded survey control is available for this station.
 DM5745
 DM5745_MARKER: DD = SURVEY DISK
 DM5745_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DM5745_SP_SET: BRIDGE WALKWAY
 DM5745_STAMPING: 2713 AL 2008
 DM5745_MARK LOGO: MNDT
 DM5745_MAGNETIC: N = NO MAGNETIC MATERIAL
 DM5745_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DM5745_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DM5745+SATELLITE: SATELLITE OBSERVATIONS - April 01, 2008
 DM5745
 DM5745  HISTORY     - Date     Condition        Report By
 DM5745  HISTORY     - 20080401 MONUMENTED       MNDT
 DM5745
 DM5745                          STATION DESCRIPTION
 DM5745
 DM5745'DESCRIBED BY MN DEPT OF TRANSP 2008
 DM5745'THE MARK IS 1.0 MI (1.6 KM) WEST OF LONG LAKE (IN ORONO TOWNHIP), IN
 DM5745'RAILING IN SOUTHWEST CORNER OF TRUNK HIGHWAY 12 BRIDGE NUMBER 27296
 DM5745'OVER WETLAND.
 DM5745'
 DM5745'0.3 MI SOUTHEAST ON TRUNK HIGHWAY 12 FROM THE JUNCTION OF TRUNK
 DM5745'HIGHWAY 12 AND COUNTY ROAD 6 IN ORONO TOWNSHIP, AT TRUNK HIGHWAY 12
 DM5745'MILE POINT 149.05.
 DM5745'
 DM5745'IT IS 25 FT (7.6 M) SOUTH OF NEW TRUNK HIGHWAY 12, 1.0 FT (0.3 M) WEST
 DM5745'OF EXPANSION JOINT.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DM5747 ***********************************************************************
 DM5747  DESIGNATION -  2713 AM
 DM5747  PID         -  DM5747
 DM5747  STATE/COUNTY-  MN/HENNEPIN
 DM5747  COUNTRY     -  US
 DM5747  USGS QUAD   -  EXCELSIOR (2019)
 DM5747
 DM5747                         *CURRENT SURVEY CONTROL
 DM5747  ______________________________________________________________________
 DM5747* NAD 83(1986) POSITION- 44 59 30.00   (N) 093 37 06.10   (W)   HD_HELD1
 DM5747* NAVD 88 ORTHO HEIGHT -   310.840 (meters)     1019.81  (feet) ADJUSTED
 DM5747  ______________________________________________________________________
 DM5747  GEOID HEIGHT    -        -27.197 (meters)                     GEOID18
 DM5747  DYNAMIC HEIGHT  -        310.825 (meters)     1019.77  (feet) COMP
 DM5747  MODELED GRAVITY -    980,559.8   (mgal)                       NAVD 88
 DM5747
 DM5747  VERT ORDER      -  SECOND    CLASS I
 DM5747
 DM5747.The horizontal coordinates were determined by differentially corrected
 DM5747.hand held GPS observations or other comparable positioning techniques
 DM5747.and have an estimated accuracy of +/- 3 meters.
 DM5747
 DM5747.The orthometric height was determined by differential leveling and
 DM5747.adjusted by the NATIONAL GEODETIC SURVEY
 DM5747.in January 2012.
 DM5747
 DM5747.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM5747.GEOID18 height accuracy estimate available here.
 DM5747
 DM5747.Click photographs - Photos may exist for this station.
 DM5747
 DM5747.The dynamic height is computed by dividing the NAVD 88
 DM5747.geopotential number by the normal gravity value computed on the
 DM5747.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM5747.degrees latitude (g = 980.6199 gals.).
 DM5747
 DM5747.The modeled gravity was interpolated from observed gravity values.
 DM5747
 DM5747;                    North         East    Units  Estimated Accuracy
 DM5747;SPC MN S     -   321,371.0     830,094.0     MT  (+/- 3 meters HH1 GPS) 
 DM5747
 DM5747_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK5125682210(NAD 83)
 DM5747
 DM5747                          SUPERSEDED SURVEY CONTROL
 DM5747
 DM5747.No superseded survey control is available for this station.
 DM5747
 DM5747_MARKER: DD = SURVEY DISK
 DM5747_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DM5747_SP_SET: BRIDGE RAILING
 DM5747_STAMPING: 2713 AM 2008
 DM5747_MARK LOGO: MNDT
 DM5747_MAGNETIC: N = NO MAGNETIC MATERIAL
 DM5747_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DM5747_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DM5747+SATELLITE: SATELLITE OBSERVATIONS - October 12, 2019
 DM5747
 DM5747  HISTORY     - Date     Condition        Report By
 DM5747  HISTORY     - 20080401 MONUMENTED       MNDT
 DM5747  HISTORY     - 20191012 GOOD             USPSQD
 DM5747
 DM5747                          STATION DESCRIPTION
 DM5747
 DM5747'DESCRIBED BY MN DEPT OF TRANSP 2008
 DM5747'THE MARK IS 1.5 MI (2.4 KM) WEST OF LONG LAKE, IN RAILING AT SOUTHEAST
 DM5747'CORNER OF COUNTY ROAD 6 BRIDGE NUMBER 27919 OVER TRUNK HIGHWAY 12 AND
 DM5747'RAILROAD.
 DM5747'
 DM5747'1.5 MI WEST ALONG TRUNK HIGHWAY 912 FROM THE JUNCTION OF OLD CRYSTAL
 DM5747'BAY ROAD AND TRUNK HIGHWAY 912 IN LONG LAKE TO COUNTY ROAD 6 EXIT,
 DM5747'THEN 0.1 MI (0.2 KM) SOUTHWEST ON COUNTY ROAD 6.
 DM5747'
 DM5747'IT IS 25 FT (7.6 M) SOUTHEAST OF EASTBOUND COUNTY ROAD 6, 100 FT (30.5
 DM5747'M) SOUTHWEST OF RAMP TO TRUNK HIGHWAY 12, 12 FT (3.7 M) NORTHEAST OF
 DM5747'PILLAR AT SOUTH CORNER OF BRIDGE, 1.5 FT (0.5 M) SOUTHWEST OF
 DM5747'EXPANSION JOINT.
 DM5747
 DM5747                          STATION RECOVERY (2019)
 DM5747
 DM5747'RECOVERY NOTE BY US POWER SQUADRON 2019 (JL)
 DM5747'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DM5744 ***********************************************************************
 DM5744  DESIGNATION -  2713 AN
 DM5744  PID         -  DM5744
 DM5744  STATE/COUNTY-  MN/HENNEPIN
 DM5744  COUNTRY     -  US
 DM5744  USGS QUAD   -  EXCELSIOR (2019)
 DM5744
 DM5744                         *CURRENT SURVEY CONTROL
 DM5744  ______________________________________________________________________
 DM5744* NAD 83(1986) POSITION- 44 58 33.20   (N) 093 32 31.10   (W)   HD_HELD1
 DM5744* NAVD 88 ORTHO HEIGHT -   300.290 (meters)      985.20  (feet) ADJUSTED
 DM5744  ______________________________________________________________________
 DM5744  GEOID HEIGHT    -        -26.980 (meters)                     GEOID18
 DM5744  DYNAMIC HEIGHT  -        300.284 (meters)      985.18  (feet) COMP
 DM5744  MODELED GRAVITY -    980,587.0   (mgal)                       NAVD 88
 DM5744
 DM5744  VERT ORDER      -  SECOND    CLASS I
 DM5744
 DM5744.The horizontal coordinates were determined by differentially corrected
 DM5744.hand held GPS observations or other comparable positioning techniques
 DM5744.and have an estimated accuracy of +/- 3 meters.
 DM5744
 DM5744.The orthometric height was determined by differential leveling and
 DM5744.adjusted by the NATIONAL GEODETIC SURVEY
 DM5744.in January 2012.
 DM5744
 DM5744.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM5744.GEOID18 height accuracy estimate available here.
 DM5744
 DM5744.Click photographs - Photos may exist for this station.
 DM5744
 DM5744.The dynamic height is computed by dividing the NAVD 88
 DM5744.geopotential number by the normal gravity value computed on the
 DM5744.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM5744.degrees latitude (g = 980.6199 gals.).
 DM5744
 DM5744.The modeled gravity was interpolated from observed gravity values.
 DM5744
 DM5744;                    North         East    Units  Estimated Accuracy
 DM5744;SPC MN S     -   319,648.6     836,127.4     MT  (+/- 3 meters HH1 GPS) 
 DM5744
 DM5744_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK5726680414(NAD 83)
 DM5744
 DM5744                          SUPERSEDED SURVEY CONTROL
 DM5744
 DM5744.No superseded survey control is available for this station.
 DM5744
 DM5744_MARKER: DD = SURVEY DISK
 DM5744_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DM5744_SP_SET: BRIDGE WALKWAY
 DM5744_STAMPING: 2713 AN 2008
 DM5744_MARK LOGO: MNDT
 DM5744_MAGNETIC: N = NO MAGNETIC MATERIAL
 DM5744_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DM5744_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DM5744+SATELLITE: SATELLITE OBSERVATIONS - April 01, 2008
 DM5744
 DM5744  HISTORY     - Date     Condition        Report By
 DM5744  HISTORY     - 20080401 MONUMENTED       MNDT
 DM5744
 DM5744                          STATION DESCRIPTION
 DM5744
 DM5744'DESCRIBED BY MN DEPT OF TRANSP 2008
 DM5744'THE MARK IS IN LONG LAKE, IN BRIDGE IN NORTHWEST CORNER OF TRUNK
 DM5744'HIGHWAY 12 BRIDGE NUMBER 27279 OVER TRUNK HIGHWAY 12, AT THE JUNCTION
 DM5744'OF TRUNK HIGHWAY 12 AND TRUNK HIGHWAY 912 IN LONG LAKE, AT TRUNK
 DM5744'HIGHWAY 12 MILE POINT 152.95.
 DM5744'
 DM5744'IT IS 16.4 FT (5.0 M) WEST OF RAMP TO TRUNK HIGHWAY 12 EAST FROM TRUNK
 DM5744'HIGHWAY 912 OVER TRUNK HIGHWAY 12.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DM5743 ***********************************************************************
 DM5743  DESIGNATION -  2713 AP
 DM5743  PID         -  DM5743
 DM5743  STATE/COUNTY-  MN/HENNEPIN
 DM5743  COUNTRY     -  US
 DM5743  USGS QUAD   -  EXCELSIOR (2019)
 DM5743
 DM5743                         *CURRENT SURVEY CONTROL
 DM5743  ______________________________________________________________________
 DM5743* NAD 83(1986) POSITION- 44 58 32.10   (N) 093 32 28.10   (W)   HD_HELD1
 DM5743* NAVD 88 ORTHO HEIGHT -   301.234 (meters)      988.30  (feet) ADJUSTED
 DM5743  ______________________________________________________________________
 DM5743  GEOID HEIGHT    -        -26.978 (meters)                     GEOID18
 DM5743  DYNAMIC HEIGHT  -        301.228 (meters)      988.28  (feet) COMP
 DM5743  MODELED GRAVITY -    980,587.1   (mgal)                       NAVD 88
 DM5743
 DM5743  VERT ORDER      -  SECOND    CLASS I
 DM5743
 DM5743.The horizontal coordinates were determined by differentially corrected
 DM5743.hand held GPS observations or other comparable positioning techniques
 DM5743.and have an estimated accuracy of +/- 3 meters.
 DM5743
 DM5743.The orthometric height was determined by differential leveling and
 DM5743.adjusted by the NATIONAL GEODETIC SURVEY
 DM5743.in January 2012.
 DM5743
 DM5743.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM5743.GEOID18 height accuracy estimate available here.
 DM5743
 DM5743.Click photographs - Photos may exist for this station.
 DM5743
 DM5743.The dynamic height is computed by dividing the NAVD 88
 DM5743.geopotential number by the normal gravity value computed on the
 DM5743.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM5743.degrees latitude (g = 980.6199 gals.).
 DM5743
 DM5743.The modeled gravity was interpolated from observed gravity values.
 DM5743
 DM5743;                    North         East    Units  Estimated Accuracy
 DM5743;SPC MN S     -   319,615.0     836,193.3     MT  (+/- 3 meters HH1 GPS) 
 DM5743
 DM5743_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK5733180380(NAD 83)
 DM5743
 DM5743                          SUPERSEDED SURVEY CONTROL
 DM5743
 DM5743.No superseded survey control is available for this station.
 DM5743
 DM5743_MARKER: DD = SURVEY DISK
 DM5743_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DM5743_SP_SET: BRIDGE WALKWAY
 DM5743_STAMPING: 2713 AP 2008
 DM5743_MARK LOGO: MNDT
 DM5743_MAGNETIC: N = NO MAGNETIC MATERIAL
 DM5743_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DM5743_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DM5743+SATELLITE: SATELLITE OBSERVATIONS - April 01, 2008
 DM5743
 DM5743  HISTORY     - Date     Condition        Report By
 DM5743  HISTORY     - 20080401 MONUMENTED       MNDT
 DM5743
 DM5743                          STATION DESCRIPTION
 DM5743
 DM5743'DESCRIBED BY MN DEPT OF TRANSP 2008
 DM5743'THE MARK IS IN LONG LAKE, IN RAIL IN SOUTHWEST CORNER OF TRUNK HIGHWAY
 DM5743'912 BRIDGE NUMBER 27279 OVER TRUNK HIGHWAY 12, AT THE JUNCTION OF
 DM5743'TRUNK HIGHWAY 12 AND TRUNK HIGHWAY 912 IN LONG LAKE, AT TRUNK HIGHWAY
 DM5743'12 MILE POINT 152.95.
 DM5743'
 DM5743'IT IS 15.7 FT (4.8 M) SOUTHWEST OF RAMP TO TRUNK HIGHWAY 12.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DM5748 ***********************************************************************
 DM5748  DESIGNATION -  2713 AQ
 DM5748  PID         -  DM5748
 DM5748  STATE/COUNTY-  MN/HENNEPIN
 DM5748  COUNTRY     -  US
 DM5748  USGS QUAD   -  EXCELSIOR (2019)
 DM5748
 DM5748                         *CURRENT SURVEY CONTROL
 DM5748  ______________________________________________________________________
 DM5748* NAD 83(1986) POSITION- 44 59 35.00   (N) 093 37 11.20   (W)   HD_HELD1
 DM5748* NAVD 88 ORTHO HEIGHT -   305.514 (meters)     1002.34  (feet) ADJUSTED
 DM5748  ______________________________________________________________________
 DM5748  GEOID HEIGHT    -        -27.208 (meters)                     GEOID18
 DM5748  DYNAMIC HEIGHT  -        305.499 (meters)     1002.29  (feet) COMP
 DM5748  MODELED GRAVITY -    980,558.7   (mgal)                       NAVD 88
 DM5748
 DM5748  VERT ORDER      -  SECOND    CLASS I
 DM5748
 DM5748.The horizontal coordinates were determined by differentially corrected
 DM5748.hand held GPS observations or other comparable positioning techniques
 DM5748.and have an estimated accuracy of +/- 3 meters.
 DM5748
 DM5748.The orthometric height was determined by differential leveling and
 DM5748.adjusted by the NATIONAL GEODETIC SURVEY
 DM5748.in January 2012.
 DM5748
 DM5748.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM5748.GEOID18 height accuracy estimate available here.
 DM5748
 DM5748.Click photographs - Photos may exist for this station.
 DM5748
 DM5748.The dynamic height is computed by dividing the NAVD 88
 DM5748.geopotential number by the normal gravity value computed on the
 DM5748.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM5748.degrees latitude (g = 980.6199 gals.).
 DM5748
 DM5748.The modeled gravity was interpolated from observed gravity values.
 DM5748
 DM5748;                    North         East    Units  Estimated Accuracy
 DM5748;SPC MN S     -   321,524.8     829,981.6     MT  (+/- 3 meters HH1 GPS) 
 DM5748
 DM5748_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK5114682365(NAD 83)
 DM5748
 DM5748                          SUPERSEDED SURVEY CONTROL
 DM5748
 DM5748.No superseded survey control is available for this station.
 DM5748
 DM5748_MARKER: DD = SURVEY DISK
 DM5748_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DM5748_SP_SET: BRIDGE WALKWAY
 DM5748_STAMPING: 2713 AQ 2008
 DM5748_MARK LOGO: MNDT
 DM5748_MAGNETIC: N = NO MAGNETIC MATERIAL
 DM5748_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DM5748_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DM5748+SATELLITE: SATELLITE OBSERVATIONS - April 01, 2008
 DM5748
 DM5748  HISTORY     - Date     Condition        Report By
 DM5748  HISTORY     - 20080401 MONUMENTED       MNDT
 DM5748
 DM5748                          STATION DESCRIPTION
 DM5748
 DM5748'DESCRIBED BY MN DEPT OF TRANSP 2008
 DM5748'THE MARK IS 1.55 MI (2.5 KM) WEST OF LONG LAKE, IN RAIL IN SOUTHWEST
 DM5748'CORNER OF TRUNK HIGHWAY 12 RAMP TO COUNTY ROAD 6 BRIDGE NUMBER 27204.
 DM5748'
 DM5748'1.55 MI (43771.4 KM) WEST ALONG TRUNK HIGHWAY 912 FROM THE JUNCTION OF
 DM5748'TRUNK HIGHWAY 912 AND OLD CRYSTAL BAY ROAD IN LONG LAKE, AT TRUNK
 DM5748'HIGHWAY 12 MILE POINT 148.65.
 DM5748'
 DM5748'IT IS 12.0 FT (3.7 M) SOUTH OF OFF RAMP TO COUNTY ROAD 6.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DN9982 ***********************************************************************
 DN9982  DESIGNATION -  2713 AR
 DN9982  PID         -  DN9982
 DN9982  STATE/COUNTY-  MN/HENNEPIN
 DN9982  COUNTRY     -  US
 DN9982  USGS QUAD   -  ROCKFORD (2019)
 DN9982
 DN9982                         *CURRENT SURVEY CONTROL
 DN9982  ______________________________________________________________________
 DN9982* NAD 83(1986) POSITION- 45 00 37.2    (N) 093 40 43.1    (W)   HD_HELD2
 DN9982* NAVD 88 ORTHO HEIGHT -   302.971 (meters)      994.00  (feet) ADJUSTED
 DN9982  ______________________________________________________________________
 DN9982  GEOID HEIGHT    -        -27.415 (meters)                     GEOID18
 DN9982  DYNAMIC HEIGHT  -        302.951 (meters)      993.93  (feet) COMP
 DN9982  MODELED GRAVITY -    980,540.1   (mgal)                       NAVD 88
 DN9982
 DN9982  VERT ORDER      -  SECOND    CLASS I
 DN9982
 DN9982.The horizontal coordinates were established by autonomous hand held GPS
 DN9982.observations and have an estimated accuracy of +/- 10 meters.
 DN9982
 DN9982.The orthometric height was determined by differential leveling and
 DN9982.adjusted by the NATIONAL GEODETIC SURVEY
 DN9982.in September 2013.
 DN9982
 DN9982.Significant digits in the geoid height do not necessarily reflect accuracy.
 DN9982.GEOID18 height accuracy estimate available here.
 DN9982
 DN9982.Click photographs - Photos may exist for this station.
 DN9982
 DN9982.The dynamic height is computed by dividing the NAVD 88
 DN9982.geopotential number by the normal gravity value computed on the
 DN9982.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN9982.degrees latitude (g = 980.6199 gals.).
 DN9982
 DN9982.The modeled gravity was interpolated from observed gravity values.
 DN9982
 DN9982;                    North         East    Units  Estimated Accuracy
 DN9982;SPC MN S     -   323,425.      825,333.      MT  (+/- 10 meters HH2 GPS)
 DN9982
 DN9982_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK4652284322(NAD 83)
 DN9982
 DN9982                          SUPERSEDED SURVEY CONTROL
 DN9982
 DN9982.No superseded survey control is available for this station.
 DN9982
 DN9982_MARKER: DD = SURVEY DISK
 DN9982_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DN9982_SP_SET: BRIDGE WALKWAY
 DN9982_STAMPING: 2713 AR 2010
 DN9982_MARK LOGO: MNDT
 DN9982_MAGNETIC: N = NO MAGNETIC MATERIAL
 DN9982_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DN9982_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DN9982+SATELLITE: SATELLITE OBSERVATIONS - October 27, 2010
 DN9982
 DN9982  HISTORY     - Date     Condition        Report By
 DN9982  HISTORY     - 20090401 MONUMENTED       MNDT
 DN9982  HISTORY     - 20101027 GOOD             MNDT
 DN9982
 DN9982                          STATION DESCRIPTION
 DN9982
 DN9982'DESCRIBED BY MN DEPT OF TRANSP 2010 (MPP)
 DN9982'THE MARK IS 1.0 MI (1.6 KM) NORTHWEST OF MAPLE PLAIN.
 DN9982'
 DN9982'TO REACH THE MARK IN RAILROAD BRIDGE WALKWAY IN NORTHEAST CORNER OF
 DN9982'RAILROAD BRIDGE NUMBER 27R14 OVER TRUNK HIGHWAY 12, 0.7 MI (1.1 KM)
 DN9982'NORTHWEST ALONG TRUNK HIGHWAY 12 FROM THE JUNCTION OF TRUNK HIGHWAY 12
 DN9982'AND COUNTY ROAD 83, AT TRUNK HIGHWAY 12 MILE POINT 145.35.
 DN9982'
 DN9982'IT IS 6.0 FT (1.8 M) NORTH-NORTHEAST OF NORTH RAIL OF RAILROAD TRACKS,
 DN9982'6.5 FT (2.0 M) WEST-SOUTHWEST OF EAST END OF RAILROAD BRIDGE ABUTMENT.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DN9981 ***********************************************************************
 DN9981  DESIGNATION -  2713 AS
 DN9981  PID         -  DN9981
 DN9981  STATE/COUNTY-  MN/HENNEPIN
 DN9981  COUNTRY     -  US
 DN9981  USGS QUAD   -  ROCKFORD (2019)
 DN9981
 DN9981                         *CURRENT SURVEY CONTROL
 DN9981  ______________________________________________________________________
 DN9981* NAD 83(1986) POSITION- 45 00 37.2    (N) 093 40 46.1    (W)   HD_HELD2
 DN9981* NAVD 88 ORTHO HEIGHT -   302.766 (meters)      993.32  (feet) ADJUSTED
 DN9981  ______________________________________________________________________
 DN9981  GEOID HEIGHT    -        -27.416 (meters)                     GEOID18
 DN9981  DYNAMIC HEIGHT  -        302.745 (meters)      993.26  (feet) COMP
 DN9981  MODELED GRAVITY -    980,540.0   (mgal)                       NAVD 88
 DN9981
 DN9981  VERT ORDER      -  SECOND    CLASS I
 DN9981
 DN9981.The horizontal coordinates were established by autonomous hand held GPS
 DN9981.observations and have an estimated accuracy of +/- 10 meters.
 DN9981
 DN9981.The orthometric height was determined by differential leveling and
 DN9981.adjusted by the NATIONAL GEODETIC SURVEY
 DN9981.in September 2013.
 DN9981
 DN9981.Significant digits in the geoid height do not necessarily reflect accuracy.
 DN9981.GEOID18 height accuracy estimate available here.
 DN9981
 DN9981.Click photographs - Photos may exist for this station.
 DN9981
 DN9981.The dynamic height is computed by dividing the NAVD 88
 DN9981.geopotential number by the normal gravity value computed on the
 DN9981.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN9981.degrees latitude (g = 980.6199 gals.).
 DN9981
 DN9981.The modeled gravity was interpolated from observed gravity values.
 DN9981
 DN9981;                    North         East    Units  Estimated Accuracy
 DN9981;SPC MN S     -   323,425.      825,267.      MT  (+/- 10 meters HH2 GPS)
 DN9981
 DN9981_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK4645684322(NAD 83)
 DN9981
 DN9981                          SUPERSEDED SURVEY CONTROL
 DN9981
 DN9981.No superseded survey control is available for this station.
 DN9981
 DN9981_MARKER: DD = SURVEY DISK
 DN9981_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DN9981_SP_SET: BRIDGE WALKWAY
 DN9981_STAMPING: 2713 AS 2010
 DN9981_MARK LOGO: MNDT
 DN9981_MAGNETIC: N = NO MAGNETIC MATERIAL
 DN9981_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DN9981_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DN9981+SATELLITE: SATELLITE OBSERVATIONS - October 27, 2010
 DN9981
 DN9981  HISTORY     - Date     Condition        Report By
 DN9981  HISTORY     - 20090401 MONUMENTED       MNDT
 DN9981  HISTORY     - 20101027 GOOD             MNDT
 DN9981
 DN9981                          STATION DESCRIPTION
 DN9981
 DN9981'DESCRIBED BY MN DEPT OF TRANSP 2010 (MPP)
 DN9981'THE MARK IS 1.0 MI (1.6 KM) NORTHWEST OF MAPLE PLAIN.
 DN9981'
 DN9981'TO REACH THE MARK IN RAILROAD BRIDGE WALKWAY IN SOUTHWEST CORNER OF
 DN9981'RAILROAD BRIDGE NUMBER 27R14 OVER TRUNK HIGHWAY 12, 0.7 MI (1.1 KM)
 DN9981'NORTHWEST ALONG TRUNK HIGHWAY 12 FROM THE JUNCTION OF TRUNK HIGHWAY 12
 DN9981'AND COUNTY ROAD 83, AT TRUNK HIGHWAY 12 MILE POINT 145.35.
 DN9981'
 DN9981'IT IS 5.3 FT (1.6 M) SOUTHWEST OF SOUTH RAIL OF RAILROAD TRACKS, 10.2
 DN9981'FT (3.1 M) SOUTHEAST OF WEST END OF RAILROAD BRIDGE ABUTMENT.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DJ2311 ***********************************************************************
 DJ2311  DESIGNATION -  2713 B
 DJ2311  PID         -  DJ2311
 DJ2311  STATE/COUNTY-  MN/HENNEPIN
 DJ2311  COUNTRY     -  US
 DJ2311  USGS QUAD   -  EXCELSIOR (2019)
 DJ2311
 DJ2311                         *CURRENT SURVEY CONTROL
 DJ2311  ______________________________________________________________________
 DJ2311* NAD 83(1986) POSITION- 44 58 33.     (N) 093 30 46.     (W)   SCALED
 DJ2311* NAVD 88 ORTHO HEIGHT -   290.752 (meters)      953.91  (feet) ADJUSTED
 DJ2311  ______________________________________________________________________
 DJ2311  GEOID HEIGHT    -        -26.951 (meters)                     GEOID18
 DJ2311  DYNAMIC HEIGHT  -        290.747 (meters)      953.89  (feet) COMP
 DJ2311  MODELED GRAVITY -    980,590.6   (mgal)                       NAVD 88
 DJ2311
 DJ2311  VERT ORDER      -  SECOND    CLASS I
 DJ2311
 DJ2311.The horizontal coordinates were scaled from a map and have
 DJ2311.an estimated accuracy of +/- 6 seconds.
 DJ2311
 DJ2311.The orthometric height was determined by differential leveling and
 DJ2311.adjusted by the NATIONAL GEODETIC SURVEY
 DJ2311.in May 2010.
 DJ2311
 DJ2311.Significant digits in the geoid height do not necessarily reflect accuracy.
 DJ2311.GEOID18 height accuracy estimate available here.
 DJ2311
 DJ2311.Click photographs - Photos may exist for this station.
 DJ2311
 DJ2311.The dynamic height is computed by dividing the NAVD 88
 DJ2311.geopotential number by the normal gravity value computed on the
 DJ2311.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ2311.degrees latitude (g = 980.6199 gals.).
 DJ2311
 DJ2311.The modeled gravity was interpolated from observed gravity values.
 DJ2311
 DJ2311;                    North         East    Units  Estimated Accuracy
 DJ2311;SPC MN S     -   319,660.      838,430.      MT  (+/- 180 meters Scaled)
 DJ2311
 DJ2311_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK595803(NAD 83)
 DJ2311
 DJ2311                          SUPERSEDED SURVEY CONTROL
 DJ2311
 DJ2311.No superseded survey control is available for this station.
 DJ2311
 DJ2311_MARKER: DB = BENCH MARK DISK
 DJ2311_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DJ2311_SP_SET: BRIDGE WALKWAY
 DJ2311_STAMPING: 2713 B 1974
 DJ2311_MARK LOGO: MNHD
 DJ2311_MAGNETIC: N = NO MAGNETIC MATERIAL
 DJ2311_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DJ2311_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DJ2311+SATELLITE: SATELLITE OBSERVATIONS - June 24, 2008
 DJ2311
 DJ2311  HISTORY     - Date     Condition        Report By
 DJ2311  HISTORY     - 1974     MONUMENTED       MNHD
 DJ2311  HISTORY     - 1986     GOOD             MNDT
 DJ2311  HISTORY     - 19930505 GOOD             MNDT
 DJ2311  HISTORY     - 20080514 GOOD             MNDT
 DJ2311  HISTORY     - 20080624 GOOD             MNDT
 DJ2311
 DJ2311                          STATION DESCRIPTION
 DJ2311
 DJ2311'DESCRIBED BY MN DEPT OF TRANSP 1986 (EGS)
 DJ2311'THE MARK IS LOCATED IN THE CITY OF WAYZATA, 2.6 MILES WEST ALONG TRUNK
 DJ2311'HIGHWAY 12 FROM ITS JUNCTION WITH INTERSATE HIGHWAY 494, AT THE SOUTH
 DJ2311'END OF PEDESTRIAN BRIDGE NUMBER 27135 OVER HIGHWAY 12 AND IN THE NW
 DJ2311'1/4 OF SECTION 6, T117N, R22W.  THE MARK IS 100 FEET SOUTH OF THE
 DJ2311'CENTERLINE OF THE EASTBOUND LANE OF HIGHWAY 12 AT ENGINEERS STATION
 DJ2311'798+60 AND MILEPOINT 154.3. THE MARK, A STANDARD MNHD BENCH MARK DISK
 DJ2311'STAMPED---2713 B 1974---, IS SET IN THE FIRST LANDING AT THE SOUTH END
 DJ2311'OF THE BRIDGE.
 DJ2311
 DJ2311                          STATION RECOVERY (1993)
 DJ2311
 DJ2311'RECOVERY NOTE BY MN DEPT OF TRANSP 1993 (WAS)
 DJ2311'MARK RECOVERED AS FORMERLY DESCRIBED.
 DJ2311
 DJ2311                          STATION RECOVERY (2008)
 DJ2311
 DJ2311'RECOVERY NOTE BY MN DEPT OF TRANSP 2008 (WEF)
 DJ2311'THE MARK IS LOCATED ABOUT 5.6 MI (9.0 KM) NORTH-NORTHEAST OF
 DJ2311'EXCELSIOR, 4.6 MI (7.4 KM) SOUTH OF HAMEL AND 4.3 MI (6.9 KM)
 DJ2311'NORTHWEST OF HOPKINS.
 DJ2311'
 DJ2311'TO REACH TO THE MARK FROM WAYZATA, 2.6 MI (4.2 KM) WEST ALONG TRUNK
 DJ2311'HIGHWAY 12 FROM THE JUNCTION OF TRUNK HIGHWAY 12 AND INTERSTATE
 DJ2311'HIGHWAY 494, 100 FT (30.5 M) SOUTH OF EASTBOUND TRUNK HIGHWAY 12, AT
 DJ2311'TRUNK HIGHWAY 12 MILE POINT 154.3, IN FIRST LANDING AT SOUTH END OF
 DJ2311'PEDESTRIAN BRIDGE 27135 OVER TRUNK HIGHWAY 12.
 DJ2311
 DJ2311                          STATION RECOVERY (2008)
 DJ2311
 DJ2311'RECOVERY NOTE BY MN DEPT OF TRANSP 2008 (PJG)
 DJ2311'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DJ2312 ***********************************************************************
 DJ2312  DESIGNATION -  2713 C
 DJ2312  PID         -  DJ2312
 DJ2312  STATE/COUNTY-  MN/HENNEPIN
 DJ2312  COUNTRY     -  US
 DJ2312  USGS QUAD   -  EXCELSIOR (2019)
 DJ2312
 DJ2312                         *CURRENT SURVEY CONTROL
 DJ2312  ______________________________________________________________________
 DJ2312* NAD 83(1986) POSITION- 44 58 39.71   (N) 093 31 20.83   (W)   HD_HELD1
 DJ2312* NAVD 88 ORTHO HEIGHT -   303.405 (meters)      995.42  (feet) ADJUSTED
 DJ2312  ______________________________________________________________________
 DJ2312  GEOID HEIGHT    -        -26.966 (meters)                     GEOID18
 DJ2312  DYNAMIC HEIGHT  -        303.400 (meters)      995.40  (feet) COMP
 DJ2312  MODELED GRAVITY -    980,589.2   (mgal)                       NAVD 88
 DJ2312
 DJ2312  VERT ORDER      -  SECOND    CLASS I
 DJ2312
 DJ2312.The horizontal coordinates were determined by differentially corrected
 DJ2312.hand held GPS observations or other comparable positioning techniques
 DJ2312.and have an estimated accuracy of +/- 3 meters.
 DJ2312
 DJ2312.The orthometric height was determined by differential leveling and
 DJ2312.adjusted by the NATIONAL GEODETIC SURVEY
 DJ2312.in May 2010.
 DJ2312
 DJ2312.Significant digits in the geoid height do not necessarily reflect accuracy.
 DJ2312.GEOID18 height accuracy estimate available here.
 DJ2312
 DJ2312.Click photographs - Photos may exist for this station.
 DJ2312
 DJ2312.The dynamic height is computed by dividing the NAVD 88
 DJ2312.geopotential number by the normal gravity value computed on the
 DJ2312.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ2312.degrees latitude (g = 980.6199 gals.).
 DJ2312
 DJ2312.The modeled gravity was interpolated from observed gravity values.
 DJ2312
 DJ2312;                    North         East    Units  Estimated Accuracy
 DJ2312;SPC MN S     -   319,858.4     837,665.8     MT  (+/- 3 meters HH1 GPS) 
 DJ2312
 DJ2312_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK5880680605(NAD 83)
 DJ2312
 DJ2312                          SUPERSEDED SURVEY CONTROL
 DJ2312
 DJ2312.No superseded survey control is available for this station.
 DJ2312
 DJ2312_MARKER: DB = BENCH MARK DISK
 DJ2312_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DJ2312_SP_SET: BRIDGE ABUTMENT
 DJ2312_STAMPING: 2713 C 1974
 DJ2312_MARK LOGO: MNDT
 DJ2312_MAGNETIC: N = NO MAGNETIC MATERIAL
 DJ2312_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DJ2312_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DJ2312+SATELLITE: SATELLITE OBSERVATIONS - June 17, 2009
 DJ2312
 DJ2312  HISTORY     - Date     Condition        Report By
 DJ2312  HISTORY     - 19740401 MONUMENTED       MNHD
 DJ2312  HISTORY     - 1986     GOOD             MNDT
 DJ2312  HISTORY     - 19940303 GOOD             MNDT
 DJ2312  HISTORY     - 20090617 GOOD             MNDT
 DJ2312
 DJ2312                          STATION DESCRIPTION
 DJ2312
 DJ2312'DESCRIBED BY MN DEPT OF TRANSP 1986 (EGS)
 DJ2312'THE MARK IS LOCATED IN THE CITY OF WAYZATA, 3.1 MILES WEST ALONG TRUNK
 DJ2312'HIGHWAY 12 FROM ITS JUNCTION WITH INTERSTATE HIGHWAY 494, AT MILEPOINT
 DJ2312'153.8, AT BRIDGE NUMBER 27131 (FERNDALE AVENUE OVER TRUNK HIGHWAY 12)
 DJ2312'AND IN THE NW 1/4 OF SECTION 6, T117N, R22W.  THE MARK, A STANDARD
 DJ2312'MNHD BENCH MARK DISK STAMPED---2713 C 1974---, IS SET IN THE SOUTHEAST
 DJ2312'CORNER OF THE BRIDGE ABUTMENT.
 DJ2312
 DJ2312                          STATION RECOVERY (1994)
 DJ2312
 DJ2312'RECOVERY NOTE BY MN DEPT OF TRANSP 1994 (WAS)
 DJ2312'MARK RECOVERED AS FORMERLY DESCRIBED.
 DJ2312
 DJ2312                          STATION RECOVERY (2009)
 DJ2312
 DJ2312'RECOVERY NOTE BY MN DEPT OF TRANSP 2009 (KMS)
 DJ2312'THE MARK IS IN WAYZATA, IN SOUTHEAST CORNER OF FERNDALE AVENUE BRIDGE
 DJ2312'NUMBER 27131 OVER TRUNK HIGHWAY 12.
 DJ2312'
 DJ2312'3.1 MI (19.8 KM) WEST ALONG TRUNK HIGHWAY 12 FROM THE JUNCTION OF
 DJ2312'TRUNK HIGHWAY 12 AND INTERSTATE HIGHWAY 494, AT TRUNK HIGHWAY 12 MILE
 DJ2312'POINT 153.8.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DJ2313 ***********************************************************************
 DJ2313  DESIGNATION -  2713 D
 DJ2313  PID         -  DJ2313
 DJ2313  STATE/COUNTY-  MN/HENNEPIN
 DJ2313  COUNTRY     -  US
 DJ2313  USGS QUAD   -  EXCELSIOR (2019)
 DJ2313
 DJ2313                         *CURRENT SURVEY CONTROL
 DJ2313  ______________________________________________________________________
 DJ2313* NAD 83(1986) POSITION- 44 58 34.93   (N) 093 31 35.17   (W)   HD_HELD1
 DJ2313* NAVD 88 ORTHO HEIGHT -   302.038 (meters)      990.94  (feet) ADJUSTED
 DJ2313  ______________________________________________________________________
 DJ2313  GEOID HEIGHT    -        -26.965 (meters)                     GEOID18
 DJ2313  DYNAMIC HEIGHT  -        302.032 (meters)      990.92  (feet) COMP
 DJ2313  MODELED GRAVITY -    980,589.0   (mgal)                       NAVD 88
 DJ2313
 DJ2313  VERT ORDER      -  SECOND    CLASS I
 DJ2313
 DJ2313.The horizontal coordinates were determined by differentially corrected
 DJ2313.hand held GPS observations or other comparable positioning techniques
 DJ2313.and have an estimated accuracy of +/- 3 meters.
 DJ2313
 DJ2313.The orthometric height was determined by differential leveling and
 DJ2313.adjusted by the NATIONAL GEODETIC SURVEY
 DJ2313.in January 2012.
 DJ2313
 DJ2313.Significant digits in the geoid height do not necessarily reflect accuracy.
 DJ2313.GEOID18 height accuracy estimate available here.
 DJ2313
 DJ2313.Click photographs - Photos may exist for this station.
 DJ2313
 DJ2313.The dynamic height is computed by dividing the NAVD 88
 DJ2313.geopotential number by the normal gravity value computed on the
 DJ2313.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ2313.degrees latitude (g = 980.6199 gals.).
 DJ2313
 DJ2313.The modeled gravity was interpolated from observed gravity values.
 DJ2313
 DJ2313;                    North         East    Units  Estimated Accuracy
 DJ2313;SPC MN S     -   319,709.0     837,352.5     MT  (+/- 3 meters HH1 GPS) 
 DJ2313
 DJ2313_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK5849180460(NAD 83)
 DJ2313
 DJ2313                          SUPERSEDED SURVEY CONTROL
 DJ2313
 DJ2313  NAVD 88 (05/05/10)  302.029  (m)          990.91   (f) SUPERSEDED  2 1
 DJ2313
 DJ2313.Superseded values are not recommended for survey control.
 DJ2313
 DJ2313.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ2313.See file dsdata.pdf to determine how the superseded data were derived.
 DJ2313
 DJ2313_MARKER: DB = BENCH MARK DISK
 DJ2313_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DJ2313_SP_SET: BRIDGE ABUTMENT
 DJ2313_STAMPING: 2713 D 1974
 DJ2313_MARK LOGO: MNDT
 DJ2313_MAGNETIC: N = NO MAGNETIC MATERIAL
 DJ2313_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DJ2313_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DJ2313+SATELLITE: SATELLITE OBSERVATIONS - June 24, 2008
 DJ2313
 DJ2313  HISTORY     - Date     Condition        Report By
 DJ2313  HISTORY     - 19740401 MONUMENTED       MNHD
 DJ2313  HISTORY     - 1986     GOOD             MNDT
 DJ2313  HISTORY     - 19940228 GOOD             MNDT
 DJ2313  HISTORY     - 20080624 GOOD             MNDT
 DJ2313
 DJ2313                          STATION DESCRIPTION
 DJ2313
 DJ2313'DESCRIBED BY MN DEPT OF TRANSP 1986 (EGS)
 DJ2313'THE MARK IS LOCATED IN THE CITY OF WAYZATA, NEAR THE WAYZATA COUNTRY
 DJ2313'CLUB, 3.4 MILES WEST ALONG TRUNK HIGHWAY 12 FROM ITS JUNCTION WITH
 DJ2313'INTERSTATE HIGHWAY 494, AT MILEPOINT 153.5, AT BRIDGE NUMBER 27130
 DJ2313'(OLD TRUNK HIGHWAY 12 OVER NEW TRUNK HIGHWAY 12) AND IN THE NE 1/4 OF
 DJ2313'SECTION 1, T117N, R23W.  THE MARK, A STANDARD MNHD BENCH MARK DISK
 DJ2313'STAMPED---2713 D 1974---, IS SET IN THE SOUTHEAST CORNER OF THE BRIDGE
 DJ2313'ABUTMENT.
 DJ2313
 DJ2313                          STATION RECOVERY (1994)
 DJ2313
 DJ2313'RECOVERY NOTE BY MN DEPT OF TRANSP 1994 (WAS)
 DJ2313'MARK RECOVERED AS FORMERLY DESCRIBED.
 DJ2313
 DJ2313                          STATION RECOVERY (2008)
 DJ2313
 DJ2313'RECOVERY NOTE BY MN DEPT OF TRANSP 2008 (PJG)
 DJ2313'THE MARK IS IN WAYZATA, IN SOUTHEAST CORNER OF TRUNK HIGHWAY 912
 DJ2313'BRIDGE (WAYZATA BOULEVARD) NUMBER 27130 OVER TRUNK HIGHWAY 12, 3.4
 DJ2313'MILES WEST ALONG TRUNK HIGHWAY 12 FROM THE JUNCTION OF TRUNK HIGHWAY
 DJ2313'12 AND INTERSTATE HIGHWAY 494, AT TRUNK HIGHWAY 12 MILEPOINT 153.5,
 DJ2313'NEAR WAYZATA COUNTRY CLUB.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DJ2314 ***********************************************************************
 DJ2314  DESIGNATION -  2713 E
 DJ2314  PID         -  DJ2314
 DJ2314  STATE/COUNTY-  MN/HENNEPIN
 DJ2314  COUNTRY     -  US
 DJ2314  USGS QUAD   -  EXCELSIOR (2019)
 DJ2314
 DJ2314                         *CURRENT SURVEY CONTROL
 DJ2314  ______________________________________________________________________
 DJ2314* NAD 83(1986) POSITION- 44 58 28.38   (N) 093 31 49.63   (W)   HD_HELD1
 DJ2314* NAVD 88 ORTHO HEIGHT -   298.942 (meters)      980.78  (feet) ADJUSTED
 DJ2314  ______________________________________________________________________
 DJ2314  GEOID HEIGHT    -        -26.962 (meters)                     GEOID18
 DJ2314  DYNAMIC HEIGHT  -        298.936 (meters)      980.76  (feet) COMP
 DJ2314  MODELED GRAVITY -    980,589.1   (mgal)                       NAVD 88
 DJ2314
 DJ2314  VERT ORDER      -  SECOND    CLASS I
 DJ2314
 DJ2314.The horizontal coordinates were determined by differentially corrected
 DJ2314.hand held GPS observations or other comparable positioning techniques
 DJ2314.and have an estimated accuracy of +/- 3 meters.
 DJ2314
 DJ2314.The orthometric height was determined by differential leveling and
 DJ2314.adjusted by the NATIONAL GEODETIC SURVEY
 DJ2314.in May 2010.
 DJ2314
 DJ2314.Significant digits in the geoid height do not necessarily reflect accuracy.
 DJ2314.GEOID18 height accuracy estimate available here.
 DJ2314
 DJ2314.Click photographs - Photos may exist for this station.
 DJ2314
 DJ2314.The dynamic height is computed by dividing the NAVD 88
 DJ2314.geopotential number by the normal gravity value computed on the
 DJ2314.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ2314.degrees latitude (g = 980.6199 gals.).
 DJ2314
 DJ2314.The modeled gravity was interpolated from observed gravity values.
 DJ2314
 DJ2314;                    North         East    Units  Estimated Accuracy
 DJ2314;SPC MN S     -   319,505.0     837,036.9     MT  (+/- 3 meters HH1 GPS) 
 DJ2314
 DJ2314_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK5817380260(NAD 83)
 DJ2314
 DJ2314                          SUPERSEDED SURVEY CONTROL
 DJ2314
 DJ2314.No superseded survey control is available for this station.
 DJ2314
 DJ2314_MARKER: DB = BENCH MARK DISK
 DJ2314_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DJ2314_SP_SET: BRIDGE ABUTMENT
 DJ2314_STAMPING: 2713 E 1974
 DJ2314_MARK LOGO: MNDT
 DJ2314_MAGNETIC: N = NO MAGNETIC MATERIAL
 DJ2314_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DJ2314_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DJ2314+SATELLITE: SATELLITE OBSERVATIONS - June 24, 2008
 DJ2314
 DJ2314  HISTORY     - Date     Condition        Report By
 DJ2314  HISTORY     - 19740401 MONUMENTED       MNHD
 DJ2314  HISTORY     - 1986     GOOD             MNDT
 DJ2314  HISTORY     - 19930505 GOOD             MNDT
 DJ2314  HISTORY     - 20080624 GOOD             MNDT
 DJ2314
 DJ2314                          STATION DESCRIPTION
 DJ2314
 DJ2314'DESCRIBED BY MN DEPT OF TRANSP 1986 (EGS)
 DJ2314'THE MARK IS LOCATED IN THE CITY OF WAYZATA, 3.6 MILES WEST ALONG TRUNK
 DJ2314'HIGHWAY 12 FROM ITS JUNCTION WITH INTERSTATE HIGHWAY 494, AT MILEPOINT
 DJ2314'153.3, IN THE SOUTHEAST CORNER OF BRIDGE NUMBER 27129 (SOUTHBOUND
 DJ2314'COUNTY ROAD 15 OVER TRUNK HIGHWAY 12) AND IN THE NE 1/4 OF SECTION 1,
 DJ2314'T117N, R23W.  THE MARK, A STANDARD MNHD BENCH MARK DISK STAMPED---2713
 DJ2314'E 1974---, IS SET IN THE SOUTHEAST CORNER OF THE BRIDGE ABUTMENT.
 DJ2314
 DJ2314                          STATION RECOVERY (1993)
 DJ2314
 DJ2314'RECOVERY NOTE BY MN DEPT OF TRANSP 1993 (WAS)
 DJ2314'MARK RECOVERED AS FORMERLY DESCRIBED.  NOTE THE -E- IN THE STAMPING IS
 DJ2314'STAMPED BACKWARDS.
 DJ2314
 DJ2314                          STATION RECOVERY (2008)
 DJ2314
 DJ2314'RECOVERY NOTE BY MN DEPT OF TRANSP 2008 (PJG)
 DJ2314'THE MARK IS IN WAYZATA, IN SOUTHEAST CORNER OF SOUTHBOUND COUNTY ROAD
 DJ2314'15 BRIDGE NUMBER 27129 OVER TRUNK HIGHWAY 12, 3.6 MILES WEST ALONG
 DJ2314'TRUNK HIGHWAY 12 FROM THE JUNCTION OF TRUNK HIGHWAY 12 AND INTERSTATE
 DJ2314'HIGHWAY 494, AT TRUNK HIGHWAY 12 MILEPOINT 153.3.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DK6320 ***********************************************************************
 DK6320  DESIGNATION -  2713 F
 DK6320  PID         -  DK6320
 DK6320  STATE/COUNTY-  MN/HENNEPIN
 DK6320  COUNTRY     -  US
 DK6320  USGS QUAD   -  EXCELSIOR (2019)
 DK6320
 DK6320                         *CURRENT SURVEY CONTROL
 DK6320  ______________________________________________________________________
 DK6320* NAD 83(1986) POSITION- 44 58 15.78   (N) 093 31 56.64   (W)   HD_HELD1
 DK6320* NAVD 88 ORTHO HEIGHT -   298.653 (meters)      979.83  (feet) ADJUSTED
 DK6320  ______________________________________________________________________
 DK6320  GEOID HEIGHT    -        -26.952 (meters)                     GEOID18
 DK6320  DYNAMIC HEIGHT  -        298.648 (meters)      979.81  (feet) COMP
 DK6320  MODELED GRAVITY -    980,589.2   (mgal)                       NAVD 88
 DK6320
 DK6320  VERT ORDER      -  SECOND    CLASS I
 DK6320
 DK6320.The horizontal coordinates were determined by differentially corrected
 DK6320.hand held GPS observations or other comparable positioning techniques
 DK6320.and have an estimated accuracy of +/- 3 meters.
 DK6320
 DK6320.The orthometric height was determined by differential leveling and
 DK6320.adjusted by the NATIONAL GEODETIC SURVEY
 DK6320.in January 2012.
 DK6320
 DK6320.No vertical observational check was made to the station.
 DK6320
 DK6320.Significant digits in the geoid height do not necessarily reflect accuracy.
 DK6320.GEOID18 height accuracy estimate available here.
 DK6320
 DK6320.Click photographs - Photos may exist for this station.
 DK6320
 DK6320.The dynamic height is computed by dividing the NAVD 88
 DK6320.geopotential number by the normal gravity value computed on the
 DK6320.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK6320.degrees latitude (g = 980.6199 gals.).
 DK6320
 DK6320.The modeled gravity was interpolated from observed gravity values.
 DK6320
 DK6320;                    North         East    Units  Estimated Accuracy
 DK6320;SPC MN S     -   319,115.2     836,885.5     MT  (+/- 3 meters HH1 GPS) 
 DK6320
 DK6320_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK5801779872(NAD 83)
 DK6320
 DK6320                          SUPERSEDED SURVEY CONTROL
 DK6320
 DK6320  NAVD 88 (05/05/10)  298.643  (m)          979.80   (f) SUPERSEDED  2 1
 DK6320
 DK6320.Superseded values are not recommended for survey control.
 DK6320
 DK6320.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK6320.See file dsdata.pdf to determine how the superseded data were derived.
 DK6320
 DK6320_MARKER: DB = BENCH MARK DISK
 DK6320_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DK6320_SP_SET: BRIDGE ABUTMENT
 DK6320_STAMPING: 2713 F 1974
 DK6320_MARK LOGO: MNDT
 DK6320_MAGNETIC: N = NO MAGNETIC MATERIAL
 DK6320_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DK6320_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DK6320+SATELLITE: SATELLITE OBSERVATIONS - June 24, 2008
 DK6320
 DK6320  HISTORY     - Date     Condition        Report By
 DK6320  HISTORY     - 19740401 MONUMENTED       MNHD
 DK6320  HISTORY     - 19940228 GOOD             MNDT
 DK6320  HISTORY     - 20080624 GOOD             MNDT
 DK6320
 DK6320                          STATION DESCRIPTION
 DK6320
 DK6320'DESCRIBED BY MN DEPT OF TRANSP 1994 (WAS)
 DK6320'MARK RECOVERED AS FORMERLY DESCRIBED.
 DK6320
 DK6320                          STATION RECOVERY (2008)
 DK6320
 DK6320'RECOVERY NOTE BY MN DEPT OF TRANSP 2008 (PJG)
 DK6320'THE MARK IS IN WAYZATA, IN SOUTHWEST CORNER OF COUNTY ROAD 15 BRIDGE
 DK6320'27565 OVER RAILROAD, 3.4 MILES WEST ALONG TRUNK HIGHWAY 12 FROM THE
 DK6320'JUNCTION OF TRUNK HIGHWAY 12 AND INTERSTATE HIGHWAY 494, THEN 0.3 MILE
 DK6320'SOUTH ON COUNTY ROAD 15.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DJ2315 ***********************************************************************
 DJ2315  DESIGNATION -  2713 G
 DJ2315  PID         -  DJ2315
 DJ2315  STATE/COUNTY-  MN/HENNEPIN
 DJ2315  COUNTRY     -  US
 DJ2315  USGS QUAD   -  EXCELSIOR (2019)
 DJ2315
 DJ2315                         *CURRENT SURVEY CONTROL
 DJ2315  ______________________________________________________________________
 DJ2315* NAD 83(1986) POSITION- 44 58 28.81   (N) 093 32 22.67   (W)   HD_HELD1
 DJ2315* NAVD 88 ORTHO HEIGHT -   292.614 (meters)      960.02  (feet) ADJUSTED
 DJ2315  ______________________________________________________________________
 DJ2315  GEOID HEIGHT    -        -26.972 (meters)                     GEOID18
 DJ2315  DYNAMIC HEIGHT  -        292.608 (meters)      960.00  (feet) COMP
 DJ2315  MODELED GRAVITY -    980,587.3   (mgal)                       NAVD 88
 DJ2315
 DJ2315  VERT ORDER      -  SECOND    CLASS I
 DJ2315
 DJ2315.The horizontal coordinates were determined by differentially corrected
 DJ2315.hand held GPS observations or other comparable positioning techniques
 DJ2315.and have an estimated accuracy of +/- 3 meters.
 DJ2315
 DJ2315.The orthometric height was determined by differential leveling and
 DJ2315.adjusted by the NATIONAL GEODETIC SURVEY
 DJ2315.in May 2010.
 DJ2315
 DJ2315.Significant digits in the geoid height do not necessarily reflect accuracy.
 DJ2315.GEOID18 height accuracy estimate available here.
 DJ2315
 DJ2315.Click photographs - Photos may exist for this station.
 DJ2315
 DJ2315.The dynamic height is computed by dividing the NAVD 88
 DJ2315.geopotential number by the normal gravity value computed on the
 DJ2315.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ2315.degrees latitude (g = 980.6199 gals.).
 DJ2315
 DJ2315.The modeled gravity was interpolated from observed gravity values.
 DJ2315
 DJ2315;                    North         East    Units  Estimated Accuracy
 DJ2315;SPC MN S     -   319,514.1     836,312.9     MT  (+/- 3 meters HH1 GPS) 
 DJ2315
 DJ2315_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK5745080278(NAD 83)
 DJ2315
 DJ2315                          SUPERSEDED SURVEY CONTROL
 DJ2315
 DJ2315.No superseded survey control is available for this station.
 DJ2315
 DJ2315_MARKER: DB = BENCH MARK DISK
 DJ2315_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 DJ2315_STAMPING: 2713 G 1974
 DJ2315_MARK LOGO: MNHD
 DJ2315_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 DJ2315_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DJ2315_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DJ2315+SATELLITE: SATELLITE OBSERVATIONS - June 24, 2008
 DJ2315
 DJ2315  HISTORY     - Date     Condition        Report By
 DJ2315  HISTORY     - 1974     MONUMENTED       MNHD
 DJ2315  HISTORY     - 1986     GOOD             MNDT
 DJ2315  HISTORY     - 19940228 GOOD             MNDT
 DJ2315  HISTORY     - 20080624 MARK NOT FOUND   MNDT
 DJ2315
 DJ2315                          STATION DESCRIPTION
 DJ2315
 DJ2315'DESCRIBED BY MN DEPT OF TRANSP 1986 (EGS)
 DJ2315'THE MARK IS LOCATED IN THE CITY OF WAYZATA, 4.1 MILES WEST ALONG TRUNK
 DJ2315'HIGHWAY 12 FROM ITS JUNCTION WITH INTERSTATE HIGHWAY 494 AND IN THE NW
 DJ2315'1/4 OF SECTION 1, T117N, R23W.  THE MARK IS 86 FEET SOUTH OF AND ABOUT
 DJ2315'3 FEET LOWER THAN THE CENTERLINE OF EASTBOUND TRUNK HIGHWAY 12 AT
 DJ2315'ENGINEERS STATION 723+60 AND MILEPOINT 152.8, 43 FEET NORTH OF THE
 DJ2315'NORTH RAIL OF THE BURLINGTON NORTHERN RAILROAD, 2 FEET NORTH OF A
 DJ2315'CHAIN LINK FENCE AND BEHIND THE WAYZATA COUNTRY CLUB TRAP AND SKEET
 DJ2315'RANGE.  THE MARK, A STANDARD MNHD BENCH MARK DISK STAMPED---2713 G
 DJ2315'1974---, IS SET IN THE TOP OF A 6 FOOT LONG PRECAST CONCRETE POST.
 DJ2315
 DJ2315                          STATION RECOVERY (1994)
 DJ2315
 DJ2315'RECOVERY NOTE BY MN DEPT OF TRANSP 1994 (WAS)
 DJ2315'THE MARK IS LOCATED ABOUT 5.2 MI (8.3 KM) NORTHWEST OF HOPKINS, 5.1 MI
 DJ2315'(8.2 KM) NORTH-NORTHEAST OF EXCELSIOR AND 4.6 MI (7.4 KM) SOUTH OF
 DJ2315'HAMEL IN THE TOWN OF WAYZATA, 4.1 MI (6.6 KM) WEST ALONG FAI 394 FROM
 DJ2315'THE JUNCTION OF FAI 394 AND FAI 494 TO TRUNK HIGHWAY 12 MILEPOST
 DJ2315'153.0, 86 FT (26.2 M) SOUTH OF EAST BOUND TRUNK HIGHWAY 12, 43 FT
 DJ2315'(13.1 M) NORTH OF THE NORTH RAIL OF THE RAILROAD TRACKS, 2 FT (0.6 M)
 DJ2315'NORTH OF A FENCE, AND 1.0 FT (0.3 M) EAST OF A STEEL POST.  RECOVERED
 DJ2315'BY AND
 DJ2315
 DJ2315                          STATION RECOVERY (2008)
 DJ2315
 DJ2315'RECOVERY NOTE BY MN DEPT OF TRANSP 2008 (PJG)
 DJ2315'THE MARK WAS NOT RECOVERED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DJ2316 ***********************************************************************
 DJ2316  DESIGNATION -  2713 J
 DJ2316  PID         -  DJ2316
 DJ2316  STATE/COUNTY-  MN/HENNEPIN
 DJ2316  COUNTRY     -  US
 DJ2316  USGS QUAD   -  EXCELSIOR (2019)
 DJ2316
 DJ2316                         *CURRENT SURVEY CONTROL
 DJ2316  ______________________________________________________________________
 DJ2316* NAD 83(1986) POSITION- 44 59 04.60   (N) 093 33 36.87   (W)   HD_HELD1
 DJ2316* NAVD 88 ORTHO HEIGHT -   289.500 (meters)      949.80  (feet) ADJUSTED
 DJ2316  ______________________________________________________________________
 DJ2316  GEOID HEIGHT    -        -27.043 (meters)                     GEOID18
 DJ2316  DYNAMIC HEIGHT  -        289.493 (meters)      949.78  (feet) COMP
 DJ2316  MODELED GRAVITY -    980,582.6   (mgal)                       NAVD 88
 DJ2316
 DJ2316  VERT ORDER      -  SECOND    CLASS I
 DJ2316
 DJ2316.The horizontal coordinates were determined by differentially corrected
 DJ2316.hand held GPS observations or other comparable positioning techniques
 DJ2316.and have an estimated accuracy of +/- 3 meters.
 DJ2316
 DJ2316.The orthometric height was determined by differential leveling and
 DJ2316.adjusted by the NATIONAL GEODETIC SURVEY
 DJ2316.in May 2010.
 DJ2316
 DJ2316.Significant digits in the geoid height do not necessarily reflect accuracy.
 DJ2316.GEOID18 height accuracy estimate available here.
 DJ2316
 DJ2316.Click photographs - Photos may exist for this station.
 DJ2316
 DJ2316.The dynamic height is computed by dividing the NAVD 88
 DJ2316.geopotential number by the normal gravity value computed on the
 DJ2316.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ2316.degrees latitude (g = 980.6199 gals.).
 DJ2316
 DJ2316.The modeled gravity was interpolated from observed gravity values.
 DJ2316
 DJ2316;                    North         East    Units  Estimated Accuracy
 DJ2316;SPC MN S     -   320,609.9     834,681.2     MT  (+/- 3 meters HH1 GPS) 
 DJ2316
 DJ2316_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK5583281393(NAD 83)
 DJ2316
 DJ2316                          SUPERSEDED SURVEY CONTROL
 DJ2316
 DJ2316.No superseded survey control is available for this station.
 DJ2316
 DJ2316_MARKER: DB = BENCH MARK DISK
 DJ2316_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 DJ2316_SP_SET: BOX CULVERT HEADWALL
 DJ2316_STAMPING: 2713 J 1974
 DJ2316_MARK LOGO: MNDT
 DJ2316_MAGNETIC: N = NO MAGNETIC MATERIAL
 DJ2316_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DJ2316+STABILITY: SURFACE MOTION
 DJ2316_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DJ2316+SATELLITE: SATELLITE OBSERVATIONS - June 24, 2008
 DJ2316
 DJ2316  HISTORY     - Date     Condition        Report By
 DJ2316  HISTORY     - 19740401 MONUMENTED       MNHD
 DJ2316  HISTORY     - 1986     GOOD             MNDT
 DJ2316  HISTORY     - 19940228 GOOD             MNDT
 DJ2316  HISTORY     - 20080624 GOOD             MNDT
 DJ2316
 DJ2316                          STATION DESCRIPTION
 DJ2316
 DJ2316'DESCRIBED BY MN DEPT OF TRANSP 1986 (EGS)
 DJ2316'THE MARK IS LOCATED IN THE CITY OF LONG LAKE, 1.1 MILES EAST ALONG
 DJ2316'TRUNK HIGHWAY 12 FROM THE POST OFFICE IN LONG LAKE AND IN THE SW 1/4
 DJ2316'OF SECTION 35, T118N, R23W.  THE MARK IS 28 FEET SOUTH OF AND ABOUT 4
 DJ2316'FEET LOWER THAN THE CENTERLINE OF HIGHWAY 12 AT MILEPOINT 151.7. THE
 DJ2316'MARK, A STANDARD MNHD BENCH MARK DISK STAMPED---2713 J 1974---, IS SET
 DJ2316'IN THE SOUTHEAST CORNER OF A CONCRETE BOX CULVERT UNDER HIGHWAY 12.
 DJ2316
 DJ2316                          STATION RECOVERY (1994)
 DJ2316
 DJ2316'RECOVERY NOTE BY MN DEPT OF TRANSP 1994 (WAS)
 DJ2316'MARK RECOVERED AS FORMERLY DESCRIBED.
 DJ2316
 DJ2316                          STATION RECOVERY (2008)
 DJ2316
 DJ2316'RECOVERY NOTE BY MN DEPT OF TRANSP 2008 (PJG)
 DJ2316'THE MARK IS IN LONG LAKE, 1.2 MI (1.9 KM) NORTHWEST AND WEST ALONG
 DJ2316'TRUNK HIGHWAY 912 FROM THE JUNCTION OF TRUNK HIGHWAY 912 AND TRUNK
 DJ2316'HIGHWAY 12 IN WAYZATA, IN SOUTHWEST CORNER OF TRUNK HIGHWAY 12 BOX
 DJ2316'CULVERT, AT TRUNK HIGHWAY 12 MILE POINT 151.7.
 DJ2316'
 DJ2316'IT IS 28.0 FT (8.5 M) SOUTH OF TRUNK HIGHWAY 12, IN THE SOUTHEAST
 DJ2316'CORNER OF CONCRETE BOX CULVERT UNDER TRUNK HIGHWAY 12.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 AE3491 ***********************************************************************
 AE3491  DESIGNATION -  2713 K
 AE3491  PID         -  AE3491
 AE3491  STATE/COUNTY-  MN/HENNEPIN
 AE3491  COUNTRY     -  US
 AE3491  USGS QUAD   -  DELANO (2019)
 AE3491
 AE3491                         *CURRENT SURVEY CONTROL
 AE3491  ______________________________________________________________________
 AE3491* NAD 83(1986) POSITION- 45 02 09.09   (N) 093 45 27.02   (W)   HD_HELD1
 AE3491* NAVD 88 ORTHO HEIGHT -   299.769 (meters)      983.49  (feet) ADJUSTED
 AE3491  ______________________________________________________________________
 AE3491  GEOID HEIGHT    -        -27.580 (meters)                     GEOID18
 AE3491  DYNAMIC HEIGHT  -        299.745 (meters)      983.41  (feet) COMP
 AE3491  MODELED GRAVITY -    980,529.8   (mgal)                       NAVD 88
 AE3491
 AE3491  VERT ORDER      -  SECOND    CLASS I
 AE3491
 AE3491.The horizontal coordinates were determined by differentially corrected
 AE3491.hand held GPS observations or other comparable positioning techniques
 AE3491.and have an estimated accuracy of +/- 3 meters.
 AE3491
 AE3491.The orthometric height was determined by differential leveling and
 AE3491.adjusted by the NATIONAL GEODETIC SURVEY
 AE3491.in September 2013.
 AE3491
 AE3491.Significant digits in the geoid height do not necessarily reflect accuracy.
 AE3491.GEOID18 height accuracy estimate available here.
 AE3491
 AE3491.Click photographs - Photos may exist for this station.
 AE3491
 AE3491.The dynamic height is computed by dividing the NAVD 88
 AE3491.geopotential number by the normal gravity value computed on the
 AE3491.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE3491.degrees latitude (g = 980.6199 gals.).
 AE3491
 AE3491.The modeled gravity was interpolated from observed gravity values.
 AE3491
 AE3491;                    North         East    Units  Estimated Accuracy
 AE3491;SPC MN S     -   326,240.0     819,107.3     MT  (+/- 3 meters HH1 GPS) 
 AE3491
 AE3491_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK4033487212(NAD 83)
 AE3491
 AE3491                          SUPERSEDED SURVEY CONTROL
 AE3491
 AE3491  NAVD 88 (12/02/97)  299.771  (m)          983.50   (f) SUPERSEDED  2 1
 AE3491
 AE3491.Superseded values are not recommended for survey control.
 AE3491
 AE3491.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE3491.See file dsdata.pdf to determine how the superseded data were derived.
 AE3491
 AE3491_MARKER: DV = VERTICAL CONTROL DISK
 AE3491_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 AE3491_STAMPING: 2713 K 1980
 AE3491_MARK LOGO: MNHD
 AE3491_PROJECTION: FLUSH
 AE3491_MAGNETIC: I = MARKER IS A STEEL ROD
 AE3491_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AE3491_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AE3491+SATELLITE: SATELLITE OBSERVATIONS - June 12, 2019
 AE3491
 AE3491  HISTORY     - Date     Condition        Report By
 AE3491  HISTORY     - 1980     MONUMENTED       MNHD
 AE3491  HISTORY     - 20061112 GOOD             USPSQD
 AE3491  HISTORY     - 20070808 GOOD             MNDT
 AE3491  HISTORY     - 20101026 GOOD             MNDT
 AE3491  HISTORY     - 20190612 GOOD             MNDT
 AE3491
 AE3491                          STATION DESCRIPTION
 AE3491
 AE3491'DESCRIBED BY MN HIGHWAY DEPT 1980 (EGS)
 AE3491'THE MARK IS LOCATED ABOUT ONE MILE EAST OF THE CITY OF DELANO, IN THE
 AE3491'NW 1/4 OF SECTION 18, T118N, R24W, 1.5 MILES EAST ALONG TRUNK HIGHWAY
 AE3491'12 FROM ITS CROSSING OVER THE SOUTH FORK OF THE CROW RIVER IN DELANO,
 AE3491'57 FEET NORTH OF AND ABOUT 2 FEET HIGHER THAN THE CENTERLINE OF
 AE3491'HIGHWAY 12 AT MILEPOINT 140.95, 42 FEET EAST OF THE EXTENDED
 AE3491'CENTERLINE OF NELSON ROAD (TO THE SOUTH), AND 0.7 FOOT EAST OF A STEEL
 AE3491'WITNESS POST.  THE MARK, A STANDARD MNDT VERTICAL CONTROL MONUMENT
 AE3491'DISK STAMPED---2713 K 1980---, IS FASTENED TO THE TOP OF AN 8 FOOT
 AE3491'LONG COPPER-CLAD STEEL (MAGNETIC) ROD (WITH A CROSS BAR) THAT IS SET
 AE3491'IN 8 INCHES OF CONCRETE IN A 6 INCH DIAMETER HOLE, AND IS FLUSH WITH
 AE3491'THE GROUND.
 AE3491
 AE3491                          STATION RECOVERY (2006)
 AE3491
 AE3491'RECOVERY NOTE BY US POWER SQUADRON 2006 (RCS)
 AE3491'RECOVERED IN GOOD CONDITION.
 AE3491
 AE3491                          STATION RECOVERY (2007)
 AE3491
 AE3491'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (BJB)
 AE3491'THE MARK IS LOCATED ABOUT 6.6 MI (10.6 KM) NORTHEAST OF WATERTOWN, 3.8
 AE3491'MI (6.1 KM) SOUTH-SOUTHWEST OF ROCKFORD AND 1.6 MI (2.6 KM)
 AE3491'EAST-SOUTHEAST OF DELANO.
 AE3491'
 AE3491'TO REACH TO THE MARK GO 1 MI (1.6 KM) EAST OF DELANO, 1.5 MI (2.4 KM)
 AE3491'EAST OF TRUNK HIGHWAY 12 BRIDGE OVER CROW RIVER, AT TRUNK HIGHWAY 12
 AE3491'MILE POINT 140.95, 57 FT (17.4 M) NORTH OF TRUNK HIGHWAY 12, 42 FT
 AE3491'(12.8 M) EAST OF NELSON ROAD, 0.7 FT (0.2 M) EAST OF A WITNESS POST.
 AE3491
 AE3491                          STATION RECOVERY (2010)
 AE3491
 AE3491'RECOVERY NOTE BY MN DEPT OF TRANSP 2010 (MPP)
 AE3491'RECOVERED AS DESCRIBED.
 AE3491
 AE3491                          STATION RECOVERY (2019)
 AE3491
 AE3491'RECOVERY NOTE BY MN DEPT OF TRANSP 2019 (KDJ)
 AE3491'1.3 MI (2.1 KM) EAST OF DELANO, 1.5 MI (2.4 KM) EAST ALONG TRUNK
 AE3491'HIGHWAY 12 FROM THE JUNCTION OF TRUNK HIGHWAY 12 AND THE BRIDGE OVER
 AE3491'THE CROW RIVER IN DELANO, AT TRUNK HIGHWAY 12 MILE POINT 140.95, 57.0
 AE3491'FT (17.4 M) NORTH OF TRUNK HIGHWAY 12, 42.0 FT (12.8 M) EAST OF NELSON
 AE3491'ROAD, 0.7 FT (21 CM) EAST OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 AE3492 ***********************************************************************
 AE3492  DESIGNATION -  2713 L
 AE3492  PID         -  AE3492
 AE3492  STATE/COUNTY-  MN/HENNEPIN
 AE3492  COUNTRY     -  US
 AE3492  USGS QUAD   -  ROCKFORD (2019)
 AE3492
 AE3492                         *CURRENT SURVEY CONTROL
 AE3492  ______________________________________________________________________
 AE3492* NAD 83(2011) POSITION- 45 02 08.42471(N) 093 44 48.88700(W)   ADJUSTED
 AE3492* NAD 83(2011) ELLIP HT-   273.545 (meters)        (05/13/13)   ADJUSTED
 AE3492* NAD 83(2011) EPOCH   -  2010.00
 AE3492* NAVD 88 ORTHO HEIGHT -   301.120 (meters)      987.92  (feet) ADJUSTED
 AE3492  ______________________________________________________________________
 AE3492  GEOID HEIGHT    -        -27.576 (meters)                     GEOID18
 AE3492  NAD 83(2011) X  -   -295,051.086 (meters)                     COMP
 AE3492  NAD 83(2011) Y  - -4,505,328.988 (meters)                     COMP
 AE3492  NAD 83(2011) Z  -  4,490,344.389 (meters)                     COMP
 AE3492  LAPLACE CORR    -          0.95  (seconds)                    DEFLEC18
 AE3492  DYNAMIC HEIGHT  -        301.096 (meters)      987.85  (feet) COMP
 AE3492  MODELED GRAVITY -    980,530.1   (mgal)                       NAVD 88
 AE3492
 AE3492  VERT ORDER      -  SECOND    CLASS I
 AE3492
 AE3492  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AE3492  Standards:
 AE3492         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AE3492            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AE3492  -------------------------------------------------------------------
 AE3492  NETWORK    0.45   0.71           0.21   0.14   0.36      0.06602452
 AE3492  -------------------------------------------------------------------
 AE3492  Click here for local accuracies and other accuracy information.
 AE3492
 AE3492.The horizontal coordinates were established by GPS observations
 AE3492.and adjusted by the MN DEPT OF TRANSP in May 2013.
 AE3492
 AE3492.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AE3492.been affixed to the stable North American tectonic plate. See 
 AE3492.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AE3492
 AE3492.The horizontal coordinates are valid at the epoch date displayed above
 AE3492.which is a decimal equivalence of Year/Month/Day.
 AE3492
 AE3492.The orthometric height was determined by differential leveling and
 AE3492.adjusted by the NATIONAL GEODETIC SURVEY
 AE3492.in December 1997.
 AE3492
 AE3492.Significant digits in the geoid height do not necessarily reflect accuracy.
 AE3492.GEOID18 height accuracy estimate available here.
 AE3492
 AE3492.Click photographs - Photos may exist for this station.
 AE3492
 AE3492.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AE3492
 AE3492.The Laplace correction was computed from DEFLEC18 derived deflections.
 AE3492
 AE3492.The ellipsoidal height was determined by GPS observations
 AE3492.and is referenced to NAD 83.
 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. The following values were computed from the NAD 83(2011) position.
 AE3492
 AE3492;                    North         East     Units Scale Factor Converg.
 AE3492;SPC MN S     -   326,221.974   819,941.998   MT  0.99996549   +0 10 38.6
 AE3492;SPC MN S     - 1,070,279.93  2,690,093.04   sFT  0.99996549   +0 10 38.6
 AE3492;UTM  15      - 4,987,184.618   441,168.366   MT  0.99964256   -0 31 42.6
 AE3492
 AE3492!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AE3492!SPC MN S     -   0.99995711  x   0.99996549  =   0.99992261
 AE3492!UTM  15      -   0.99995711  x   0.99964256  =   0.99959969
 AE3492
 AE3492_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK4116887184(NAD 83)
 AE3492
 AE3492                          SUPERSEDED SURVEY CONTROL
 AE3492
 AE3492.No superseded survey control is available for this station.
 AE3492
 AE3492_MARKER: DV = VERTICAL CONTROL DISK
 AE3492_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 AE3492_STAMPING: 2713 L 1980
 AE3492_MARK LOGO: MNHD
 AE3492_PROJECTION: FLUSH
 AE3492_MAGNETIC: I = MARKER IS A STEEL ROD
 AE3492_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AE3492_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE3492+SATELLITE: SATELLITE OBSERVATIONS - September 03, 2019
 AE3492
 AE3492  HISTORY     - Date     Condition        Report By
 AE3492  HISTORY     - 19800401 MONUMENTED       MNHD
 AE3492  HISTORY     - 20061112 GOOD             USPSQD
 AE3492  HISTORY     - 20070808 GOOD             MNDT
 AE3492  HISTORY     - 20100420 GOOD             MNDT
 AE3492  HISTORY     - 20101026 GOOD             MNDT
 AE3492  HISTORY     - 20190612 GOOD             MNDT
 AE3492  HISTORY     - 20190903 GOOD             MNDT
 AE3492
 AE3492                          STATION DESCRIPTION
 AE3492
 AE3492'DESCRIBED BY MN HIGHWAY DEPT 1980 (EGS)
 AE3492'THE MARK IS LOCATED ABOUT 1-1/2 MILES EAST OF THE CITY OF DELANO, IN
 AE3492'THE NW 1/4 OF SECTION 17, T118N, R24W, 2.0 MILES EAST ALONG TRUNK
 AE3492'HIGHWAY 12 FROM ITS CROSSING OVER THE SOUTH FORK OF THE CROW RIVER IN
 AE3492'DELANO, 69 FEET SOUTH OF AND ABOUT 2 FEET LOWER THAN THE CENTERLINE
 AE3492'HIGHWAY 12 AT HIGHWAY MILEPOINT 141.45, 35 FEET SOUTHWEST OF THE
 AE3492'CENTERLINE OF A GRAVEL ROAD (HITSMAN LANE), 175 FEET EAST OF A T-ROAD
 AE3492'TO THE SOUTH (COPELAND ROAD), 9 FEET SOUTH-SOUTHEAST OF A POWER POLE,
 AE3492'AND 0.6 FOOT NORTH OF A STEEL WITNESS POST.  THE MARK, A STANDARD MNDT
 AE3492'VERTICAL CONTROL MONUMENT DISK STAMPED---2713 L 1980---, IS FASTENED
 AE3492'TO THE TOP OF AN 8 FOOT LONG COPPER-CLAD STEEL (MAGNETIC) ROD (WITH A
 AE3492'CROSS BAR) THAT IS SET IN 8 INCHES OF CONCRETE IN A 6 INCH DIAMETER
 AE3492'HOLE.
 AE3492
 AE3492                          STATION RECOVERY (2006)
 AE3492
 AE3492'RECOVERY NOTE BY US POWER SQUADRON 2006 (RCS)
 AE3492'RECOVERED IN GOOD CONDITION.
 AE3492
 AE3492                          STATION RECOVERY (2007)
 AE3492
 AE3492'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (BJB)
 AE3492'THE MARK IS LOCATED ABOUT 7.0 MI (11.3 KM) NORTHEAST OF WATERTOWN, 3.7
 AE3492'MI (6.0 KM) SOUTH OF ROCKFORD AND 2.1 MI (3.4 KM) EAST-SOUTHEAST OF
 AE3492'DELANO.
 AE3492'
 AE3492'TO REACH TO THE MARK GO 1.5 MI (2.4 KM) EAST OF DELANO, 2.0 MI (3.2
 AE3492'KM) EAST OF TRUNK HIGHWAY 12 BRIDGE OVER CROW RIVER, AT TRUNK HIGHWAY
 AE3492'12 MILE POINT 141.45, 69 FT (21.0 M) SOUTH OF TRUNK HIGHWAY 12, 35 FT
 AE3492'(10.7 M) SOUTHWEST OF GRAVEL ROAD (MITSMAN LANE), 175 FT (53.3 M) EAST
 AE3492'OF TEE ROAD SOUTH (COPELAND ROAD), 9 FT (2.7 M) SOUTH-SOUTHEAST OF
 AE3492'POWER POLE, 0.6 FT (0.2 M) NORTH OF A WITNESS POST.
 AE3492
 AE3492                          STATION RECOVERY (2010)
 AE3492
 AE3492'RECOVERY NOTE BY MN DEPT OF TRANSP 2010 (MPP)
 AE3492'1.8 MILES EAST OF DELANO, 2.0 MILES EAST ALONG TRUNK HIGHWAY 12 FROM
 AE3492'JUNCTION OF TRUNK HIGHWAY 12 BRIDGE OVER CROW RIVER IN DELANO, AT
 AE3492'TRUNK HIGHWAY 12 MILEPOINT 141.45, 69.0 FEET SOUTH OF TRUNK HIGHWAY
 AE3492'12, 35.0 FEET SOUTHWEST OF GRAVEL ROAD (MITSMAN LANE), 175.0 FEET EAST
 AE3492'OF TEE-ROAD SOUTH (COPELAND ROAD), 9.0 FEET SOUTH-SOUTHEAST OF
 AE3492'POWER-POLE, 0.6 FOOT NORTH OF WITNESS POST.
 AE3492
 AE3492                          STATION RECOVERY (2010)
 AE3492
 AE3492'RECOVERY NOTE BY MN DEPT OF TRANSP 2010 (MPP)
 AE3492'RECOVERED AS DESCRIBED.
 AE3492
 AE3492                          STATION RECOVERY (2019)
 AE3492
 AE3492'RECOVERY NOTE BY MN DEPT OF TRANSP 2019 (KDJ)
 AE3492'1.8 MI (2.9 KM) EAST OF DELANO, 2.0 MI (3.2 KM) EAST ALONG TRUNK
 AE3492'HIGHWAY 12 FROM THE JUNCTION OF TRUNK HIGHWAY 12 BRIDGE OVER THE CROW
 AE3492'RIVER IN DELANO, AT TRUNK HIGHWAY 12 MILE POINT 141.45, 69.0 FT (21.0
 AE3492'M) SOUTH OF TRUNK HIGHWAY 12, 35.0 FT (10.7 M) SOUTHWEST OF HITSMAN
 AE3492'LANE (GRAVEL ROAD), 175.0 FT (53.3 M) EAST OF COPELAND ROAD (TEE ROAD
 AE3492'SOUTH), 9.0 FT (2.7 M) SOUTH-SOUTHEAST OF A POWER POLE, 0.6 FT (18 CM)
 AE3492'NORTH OF A WITNESS POST.
 AE3492
 AE3492                          STATION RECOVERY (2019)
 AE3492
 AE3492'RECOVERY NOTE BY MN DEPT OF TRANSP 2019 (MPP)
 AE3492'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 AE3493 ***********************************************************************
 AE3493  DESIGNATION -  2713 M
 AE3493  PID         -  AE3493
 AE3493  STATE/COUNTY-  MN/HENNEPIN
 AE3493  COUNTRY     -  US
 AE3493  USGS QUAD   -  ROCKFORD (2019)
 AE3493
 AE3493                         *CURRENT SURVEY CONTROL
 AE3493  ______________________________________________________________________
 AE3493* NAD 83(1986) POSITION- 45 02 03.40   (N) 093 44 15.72   (W)   HD_HELD1
 AE3493* NAVD 88 ORTHO HEIGHT -   294.629 (meters)      966.63  (feet) ADJUSTED
 AE3493  ______________________________________________________________________
 AE3493  GEOID HEIGHT    -        -27.568 (meters)                     GEOID18
 AE3493  DYNAMIC HEIGHT  -        294.606 (meters)      966.55  (feet) COMP
 AE3493  MODELED GRAVITY -    980,530.6   (mgal)                       NAVD 88
 AE3493
 AE3493  VERT ORDER      -  SECOND    CLASS I
 AE3493
 AE3493.The horizontal coordinates were determined by differentially corrected
 AE3493.hand held GPS observations or other comparable positioning techniques
 AE3493.and have an estimated accuracy of +/- 3 meters.
 AE3493
 AE3493.The orthometric height was determined by differential leveling and
 AE3493.adjusted by the NATIONAL GEODETIC SURVEY
 AE3493.in December 1997.
 AE3493
 AE3493.Significant digits in the geoid height do not necessarily reflect accuracy.
 AE3493.GEOID18 height accuracy estimate available here.
 AE3493
 AE3493.Click photographs - Photos may exist for this station.
 AE3493
 AE3493.The dynamic height is computed by dividing the NAVD 88
 AE3493.geopotential number by the normal gravity value computed on the
 AE3493.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE3493.degrees latitude (g = 980.6199 gals.).
 AE3493
 AE3493.The modeled gravity was interpolated from observed gravity values.
 AE3493
 AE3493;                    North         East    Units  Estimated Accuracy
 AE3493;SPC MN S     -   326,069.2     820,668.4     MT  (+/- 3 meters HH1 GPS) 
 AE3493
 AE3493_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK4189287022(NAD 83)
 AE3493
 AE3493                          SUPERSEDED SURVEY CONTROL
 AE3493
 AE3493.No superseded survey control is available for this station.
 AE3493
 AE3493_MARKER: DV = VERTICAL CONTROL DISK
 AE3493_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 AE3493_STAMPING: 2713 M 1980
 AE3493_MARK LOGO: MNHD
 AE3493_PROJECTION: FLUSH
 AE3493_MAGNETIC: I = MARKER IS A STEEL ROD
 AE3493_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AE3493_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AE3493+SATELLITE: SATELLITE OBSERVATIONS - October 26, 2010
 AE3493
 AE3493  HISTORY     - Date     Condition        Report By
 AE3493  HISTORY     - 1980     MONUMENTED       MNHD
 AE3493  HISTORY     - 20061112 GOOD             USPSQD
 AE3493  HISTORY     - 20070808 GOOD             MNDT
 AE3493  HISTORY     - 20101026 GOOD             MNDT
 AE3493
 AE3493                          STATION DESCRIPTION
 AE3493
 AE3493'DESCRIBED BY MN HIGHWAY DEPT 1980 (EGS)
 AE3493'THE MARK IS LOCATED ABOUT 2 MILES EAST OF THE CITY OF DELANO, IN THE
 AE3493'NW 1/4 OF SECTION 17, T118N, R24W, 2.5 MILES EAST ALONG TRUNK HIGHWAY
 AE3493'12 FROM ITS CROSSING OVER THE SOUTH FORK OF THE CROW RIVER IN DELANO,
 AE3493'62 FEET NORTH OF AND ABOUT 5 FEET HIGHER THAN THE CENTERLINE OF
 AE3493'HIGHWAY 12 AT MILEPOINT 141.90, 175 FEET NORTHWEST OF THE EXTENDED
 AE3493'CENTERLINE OF HITSMAN LANE, 50 FEET SOUTH OF THE RAILROAD TRACKS, 77
 AE3493'FEET EAST-NORTHEAST OF A TELEGRAPH POLE, 59 FEET NORTHWEST OF A
 AE3493'TELEGRAPH POLE, AND 1.0 FOOT SOUTHWEST OF A STEEL WITNESS POST.  THE
 AE3493'MARK, A STANDARD MNDT VERTICAL CONTROL MONUMENT DISK STAMPED---2713 M
 AE3493'1980---, IS FASTENED TO THE TOP OF AN 8 FOOT LONG COPPER-CLAD STEEL
 AE3493'(MAGNETIC) ROD (WITH A CROSS BAR) THAT IS SET IN 8 INCHES OF CONCRETE
 AE3493'IN A 6 INCH DIAMETER HOLE.
 AE3493
 AE3493                          STATION RECOVERY (2006)
 AE3493
 AE3493'RECOVERY NOTE BY US POWER SQUADRON 2006 (RCS)
 AE3493'RECOVERED IN GOOD CONDITION.
 AE3493
 AE3493                          STATION RECOVERY (2007)
 AE3493
 AE3493'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (BJB)
 AE3493'THE MARK IS LOCATED ABOUT 7.2 MI (11.6 KM) NORTHEAST OF WATERTOWN, 3.7
 AE3493'MI (6.0 KM) SOUTH OF ROCKFORD AND 2.6 MI (4.2 KM) EAST-SOUTHEAST OF
 AE3493'DELANO.
 AE3493'
 AE3493'TO REACH TO THE MARK GO 2 MI (3.2 KM) EAST OF DELANO, 2.5 MI (4.0 KM)
 AE3493'EAST OF TRUNK HIGHWAY 12 BRIDGE OVER CROW RIVER, AT TRUNK HIGHWAY 12
 AE3493'MILE POINT 141.90, 62 FT (18.9 M) NORTH OF TRUNK HIGHWAY 12, 175 FT
 AE3493'(53.3 M) NORTHWEST OF HITSMAN LANE, 50 FT (15.2 M) SOUTH OF RAILROAD
 AE3493'TRACKS, 77 FT (23.5 M) EAST-NORTHEAST OF TELEPHONE POLE, 59 FT (18.0
 AE3493'M) NORTHWEST OF TELEPHONE POLE, 1.0 FT (0.3 M) SOUTHWEST OF A WITNESS
 AE3493'POST.
 AE3493
 AE3493                          STATION RECOVERY (2010)
 AE3493
 AE3493'RECOVERY NOTE BY MN DEPT OF TRANSP 2010 (MPP)
 AE3493'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 AE3494 ***********************************************************************
 AE3494  DESIGNATION -  2713 N
 AE3494  PID         -  AE3494
 AE3494  STATE/COUNTY-  MN/HENNEPIN
 AE3494  COUNTRY     -  US
 AE3494  USGS QUAD   -  ROCKFORD (2019)
 AE3494
 AE3494                         *CURRENT SURVEY CONTROL
 AE3494  ______________________________________________________________________
 AE3494* NAD 83(1986) POSITION- 45 01 50.88   (N) 093 43 41.45   (W)   HD_HELD1
 AE3494* NAVD 88 ORTHO HEIGHT -   294.133 (meters)      965.00  (feet) ADJUSTED
 AE3494  ______________________________________________________________________
 AE3494  GEOID HEIGHT    -        -27.552 (meters)                     GEOID18
 AE3494  DYNAMIC HEIGHT  -        294.110 (meters)      964.93  (feet) COMP
 AE3494  MODELED GRAVITY -    980,531.5   (mgal)                       NAVD 88
 AE3494
 AE3494  VERT ORDER      -  SECOND    CLASS I
 AE3494
 AE3494.The horizontal coordinates were determined by differentially corrected
 AE3494.hand held GPS observations or other comparable positioning techniques
 AE3494.and have an estimated accuracy of +/- 3 meters.
 AE3494
 AE3494.The orthometric height was determined by differential leveling and
 AE3494.adjusted by the NATIONAL GEODETIC SURVEY
 AE3494.in September 2013.
 AE3494
 AE3494.Significant digits in the geoid height do not necessarily reflect accuracy.
 AE3494.GEOID18 height accuracy estimate available here.
 AE3494
 AE3494.Click photographs - Photos may exist for this station.
 AE3494
 AE3494.The dynamic height is computed by dividing the NAVD 88
 AE3494.geopotential number by the normal gravity value computed on the
 AE3494.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE3494.degrees latitude (g = 980.6199 gals.).
 AE3494
 AE3494.The modeled gravity was interpolated from observed gravity values.
 AE3494
 AE3494;                    North         East    Units  Estimated Accuracy
 AE3494;SPC MN S     -   325,685.1     821,419.8     MT  (+/- 3 meters HH1 GPS) 
 AE3494
 AE3494_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK4263886629(NAD 83)
 AE3494
 AE3494                          SUPERSEDED SURVEY CONTROL
 AE3494
 AE3494  NAVD 88 (12/02/97)  294.129  (m)          964.99   (f) SUPERSEDED  2 1
 AE3494
 AE3494.Superseded values are not recommended for survey control.
 AE3494
 AE3494.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE3494.See file dsdata.pdf to determine how the superseded data were derived.
 AE3494
 AE3494_MARKER: DV = VERTICAL CONTROL DISK
 AE3494_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 AE3494_STAMPING: 2713 N 1980
 AE3494_MARK LOGO: MNHD
 AE3494_PROJECTION: RECESSED 5 CENTIMETERS
 AE3494_MAGNETIC: I = MARKER IS A STEEL ROD
 AE3494_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AE3494_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AE3494+SATELLITE: SATELLITE OBSERVATIONS - October 26, 2010
 AE3494
 AE3494  HISTORY     - Date     Condition        Report By
 AE3494  HISTORY     - 1980     MONUMENTED       MNHD
 AE3494  HISTORY     - 20070808 GOOD             MNDT
 AE3494  HISTORY     - 20101026 GOOD             MNDT
 AE3494
 AE3494                          STATION DESCRIPTION
 AE3494
 AE3494'DESCRIBED BY MN HIGHWAY DEPT 1980 (EGS)
 AE3494'THE MARK IS LOCATED ABOUT 2-1/2 MILES EAST-SOUTHEAST OF THE CITY OF
 AE3494'DELANO, IN THE NE 1/4 OF SECTION 17, T118N, R24W, 3.0 MILES EAST ALONG
 AE3494'TRUNK HIGHWAY 12 FROM ITS CROSSING OVER THE SOUTH FORK OF THE CROW
 AE3494'RIVER IN DELANO, 65 FEET NORTH OF THE CENTERLINE OF HIGHWAY 12
 AE3494'MILEPOINT 142.40, 62 FEET SOUTH OF AND ABOUT 3 FEET HIGHER THAN THE
 AE3494'RAILROAD TRACKS, 200 FEET WEST OF THE EXTENDED CENTERLINE OF COUNTY
 AE3494'ROAD 92, 34 FEET NORTHWEST OF A TWIN TELEGRAPH POLE, AND 0.7 FOOT
 AE3494'SOUTH OF A STEEL WITNESS POST.  THE MARK A STANDARD MNDT VERTICAL
 AE3494'CONTROL MONUMENT DISK STAMPED---2713 N 1980---, IS FASTENED TO THE TOP
 AE3494'OF AN 8 FOOT LONG COPPER-CLAD (MAGNETIC) ROD (WITH CROSS BAR) THAT IS
 AE3494'SET IN 8 INCHES OF CONCRETE IN A 6 INCH DIAMETER HOLE.
 AE3494
 AE3494                          STATION RECOVERY (2007)
 AE3494
 AE3494'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (BJB)
 AE3494'THE MARK IS LOCATED ABOUT 7.2 MI (11.6 KM) NORTH-NORTHWEST OF MOUND,
 AE3494'4.0 MI (6.4 KM) SOUTH OF ROCKFORD AND 3.1 MI (5.0 KM) EAST-SOUTHEAST
 AE3494'OF DELANO.
 AE3494'
 AE3494'TO REACH TO THE MARK GO 2.5 MI (4.0 KM) EAST-SOUTHEAST OF DELANO, 3.0
 AE3494'MI (4.8 KM) EAST OF TRUNK HIGHWAY 12 BRIDGE OVER CROW RIVER, AT TRUNK
 AE3494'HIGHWAY 12 MILE POINT 142.4, 65 FT (19.8 M) NORTH OF TRUNK HIGHWAY 12,
 AE3494'62 FT (18.9 M) SOUTH OF RAILROAD TRACKS, 200 FT (61.0 M) WEST OF
 AE3494'COUNTY ROAD 92, 34 FT (10.4 M) NORTHWEST OF TWIN TELEPHONE POLE, 0.7
 AE3494'FT (0.2 M) SOUTH OF A WITNESS POST.
 AE3494
 AE3494                          STATION RECOVERY (2010)
 AE3494
 AE3494'RECOVERY NOTE BY MN DEPT OF TRANSP 2010 (MPP)
 AE3494'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 AE3495 ***********************************************************************
 AE3495  DESIGNATION -  2713 P
 AE3495  PID         -  AE3495
 AE3495  STATE/COUNTY-  MN/HENNEPIN
 AE3495  COUNTRY     -  US
 AE3495  USGS QUAD   -  ROCKFORD (2019)
 AE3495
 AE3495                         *CURRENT SURVEY CONTROL
 AE3495  ______________________________________________________________________
 AE3495* NAD 83(2011) POSITION- 45 01 21.71934(N) 093 42 25.90892(W)   ADJUSTED
 AE3495* NAD 83(2011) ELLIP HT-   268.955 (meters)        (06/27/12)   ADJUSTED
 AE3495* NAD 83(2011) EPOCH   -  2010.00
 AE3495* NAVD 88 ORTHO HEIGHT -   296.458 (meters)      972.63  (feet) ADJUSTED
 AE3495  ______________________________________________________________________
 AE3495  GEOID HEIGHT    -        -27.507 (meters)                     GEOID18
 AE3495  NAD 83(2011) X  -   -291,993.769 (meters)                     COMP
 AE3495  NAD 83(2011) Y  - -4,506,547.126 (meters)                     COMP
 AE3495  NAD 83(2011) Z  -  4,489,322.112 (meters)                     COMP
 AE3495  LAPLACE CORR    -          2.81  (seconds)                    DEFLEC18
 AE3495  DYNAMIC HEIGHT  -        296.436 (meters)      972.56  (feet) COMP
 AE3495  MODELED GRAVITY -    980,534.1   (mgal)                       NAVD 88
 AE3495
 AE3495  VERT ORDER      -  SECOND    CLASS I
 AE3495
 AE3495  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AE3495  Standards:
 AE3495         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AE3495            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AE3495  -------------------------------------------------------------------
 AE3495  NETWORK    0.41   0.59           0.19   0.14   0.30     -0.04215023
 AE3495  -------------------------------------------------------------------
 AE3495  Click here for local accuracies and other accuracy information.
 AE3495
 AE3495.The horizontal coordinates were established by GPS observations
 AE3495.and adjusted by the National Geodetic Survey in June 2012.
 AE3495
 AE3495.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AE3495.been affixed to the stable North American tectonic plate. See 
 AE3495.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AE3495
 AE3495.The horizontal coordinates are valid at the epoch date displayed above
 AE3495.which is a decimal equivalence of Year/Month/Day.
 AE3495
 AE3495.The orthometric height was determined by differential leveling and
 AE3495.adjusted by the NATIONAL GEODETIC SURVEY
 AE3495.in December 1997.
 AE3495
 AE3495.Significant digits in the geoid height do not necessarily reflect accuracy.
 AE3495.GEOID18 height accuracy estimate available here.
 AE3495
 AE3495.Click photographs - Photos may exist 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 DEFLEC18 derived deflections.
 AE3495
 AE3495.The ellipsoidal height was determined by GPS observations
 AE3495.and is referenced to NAD 83.
 AE3495
 AE3495.The dynamic height is computed by dividing the NAVD 88
 AE3495.geopotential number by the normal gravity value computed on the
 AE3495.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE3495.degrees latitude (g = 980.6199 gals.).
 AE3495
 AE3495.The modeled gravity was interpolated from observed gravity values.
 AE3495
 AE3495. The following values were computed from the NAD 83(2011) position.
 AE3495
 AE3495;                    North         East     Units Scale Factor Converg.
 AE3495;SPC MN S     -   324,790.684   823,076.584   MT  0.99996340   +0 12 18.8
 AE3495;SPC MN S     - 1,065,584.10  2,700,377.09   sFT  0.99996340   +0 12 18.8
 AE3495;UTM  15      - 4,985,715.307   444,284.077   MT  0.99963817   -0 30 01.0
 AE3495
 AE3495!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AE3495!SPC MN S     -   0.99995783  x   0.99996340  =   0.99992123
 AE3495!UTM  15      -   0.99995783  x   0.99963817  =   0.99959602
 AE3495
 AE3495_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK4428485715(NAD 83)
 AE3495
 AE3495                          SUPERSEDED SURVEY CONTROL
 AE3495
 AE3495  NAD 83(2007)-  45 01 21.71974(N)    093 42 25.91002(W) AD(2002.00) 1
 AE3495  ELLIP H (07/22/09)  268.995  (m)                       GP(2002.00) 5 1
 AE3495  NAD 83(1996)-  45 01 21.71949(N)    093 42 25.90965(W) AD(       ) 1
 AE3495  ELLIP H (09/06/06)  269.041  (m)                       GP(       ) 5 1
 AE3495  NAVD 88             296.46   (m)          972.6    (f) LEVELING    3  
 AE3495
 AE3495.Superseded values are not recommended for survey control.
 AE3495
 AE3495.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE3495.See file dsdata.pdf to determine how the superseded data were derived.
 AE3495
 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: MNHD
 AE3495_PROJECTION: RECESSED 8 CENTIMETERS
 AE3495_MAGNETIC: I = MARKER IS A STEEL ROD
 AE3495_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AE3495_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AE3495+SATELLITE: SATELLITE OBSERVATIONS - April 17, 2012
 AE3495_ROD/PIPE-DEPTH: 2.4 meters
 AE3495
 AE3495  HISTORY     - Date     Condition        Report By
 AE3495  HISTORY     - 19800401 MONUMENTED       MNHD
 AE3495  HISTORY     - 19901031 GOOD             MNDT
 AE3495  HISTORY     - 20021016 GOOD             USPSQD
 AE3495  HISTORY     - 20060711 GOOD             MNDT
 AE3495  HISTORY     - 20070808 GOOD             MNDT
 AE3495  HISTORY     - 20100420 GOOD             MNDT
 AE3495  HISTORY     - 20101026 GOOD             MNDT
 AE3495  HISTORY     - 20120417 GOOD             MNDT
 AE3495
 AE3495                          STATION DESCRIPTION
 AE3495
 AE3495'DESCRIBED BY MN HIGHWAY DEPT 1980 (EGS)
 AE3495'THE MARK IS LOCATED ABOUT 1-3/4 MILES NORTHWEST OF THE CITY OF MAPLE
 AE3495'PLAIN, IN THE SE 1/4 OF SECTION 16, T118N, R24W, 2.8 MILES NORTHWEST
 AE3495'ALONG TRUNK HIGHWAY 12 FROM ITS JUNCTION WITH COUNTY ROAD 19 (BUDD
 AE3495'STREET) IN MAPLE PLAIN, 57 FEET NORTHEAST OF THE RAILROAD TRACK, 43
 AE3495'FEET SOUTHEAST OF THE CENTERLINE OF VALLEY ROAD, 38 FEET NORTHWEST OF
 AE3495'A TELEGRAPH POLE WITH TWO GUY WIRES, AND 0.4 FOOT SOUTHWEST OF A STEEL
 AE3495'WITNESS POST.  THE MARK, A STANDARD MNDT VERTICAL CONTROL MONUMENT
 AE3495'DISK STAMPED---2713 P 1980---, IS FASTENED TO THE TOP OF AN 8 FOOT
 AE3495'LONG COPPER-CLAD STEEL (MAGNETIC) ROD (WITH A CROSS BAR) THAT IS SET
 AE3495'IN 8 INCHES OF CONCRETE IN A 6 INCH DIAMETER HOLE.
 AE3495
 AE3495                          STATION RECOVERY (1990)
 AE3495
 AE3495'RECOVERY NOTE BY MN DEPT OF TRANSP 1990 (MRX)
 AE3495'THE MARK IS LOCATED 1.75 MILES NORTHWEST OF MAPLE PLAIN, 2.8 MILES
 AE3495'NORTHWEST OF THE JUNCTION OF TRUNK HIGHWAY 12 AND COUNTY ROAD 19 (BUDD
 AE3495'STREET), AT TRUNK HIGHWAY 12 MILE POINT 143.75.  THE MARK IS 57 FEET
 AE3495'SOUTH OF RAILROAD TRACKS, 43 FEET SOUTHEAST OF VALLEY ROAD, 38 FEET
 AE3495'NORTHWEST OF TELEPHONE POLE, 0.4 FOOT SOUTHWEST OF WITNESS POST.
 AE3495
 AE3495                          STATION RECOVERY (2002)
 AE3495
 AE3495'RECOVERY NOTE BY US POWER SQUADRON 2002 (SL)
 AE3495'MARK IN PVC PIPE
 AE3495
 AE3495                          STATION RECOVERY (2006)
 AE3495
 AE3495'RECOVERY NOTE BY MN DEPT OF TRANSP 2006 (KMS)
 AE3495'THE MARK IS LOCATED 1.75 MILES NORTHWEST OF MAPLE PLAIN, 2.8 MILES
 AE3495'NORTHWEST OF THE JUNCTION OF TRUNK HIGHWAY 12 AND COUNTY ROAD 19 (BUDD
 AE3495'STREET), AT TRUNK HIGHWAY 12 MILEPOINT 143.75.  THE MARK IS 57 FEET
 AE3495'SOUTH OF RAILROAD TRACKS, 43 FEET SOUTHEAST OF VALLEY ROAD, 38 FEET
 AE3495'NORTHWEST OF TELEPHONE POLE, 0.4 FOOT SOUTHWEST OF WITNESS POST.
 AE3495
 AE3495                          STATION RECOVERY (2007)
 AE3495
 AE3495'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (BJB)
 AE3495'THE MARK IS LOCATED ABOUT 6.3 MI (10.1 KM) NORTH-NORTHWEST OF MOUND,
 AE3495'4.7 MI (7.6 KM) SOUTH-SOUTHEAST OF ROCKFORD AND 4.2 MI (6.8 KM)
 AE3495'EAST-SOUTHEAST OF DELANO.
 AE3495'
 AE3495'TO REACH TO THE MARK GO 1.75 MI (2.8 KM) NORTHWEST OF MAPLE PLAIN, 2.8
 AE3495'MI (4.5 KM) NORTHWEST OF THE JUNCTION OF TRUNK HIGHWAY 12 AND COUNTY
 AE3495'ROAD 19 (BUDD STREET), AT TRUNK HIGHWAY 12 MILE POINT 143.75.  THE
 AE3495'MARK IS 57 FT (17.4 M) SOUTH OF RAILROAD TRACKS, 43 FT (13.1 M)
 AE3495'SOUTHEAST OF VALLEY ROAD, 38 FT (11.6 M) NORTHWEST OF TELEPHONE POLE,
 AE3495'0.4 FT (0.1 M) SOUTHWEST OF A WITNESS POST
 AE3495
 AE3495                          STATION RECOVERY (2010)
 AE3495
 AE3495'RECOVERY NOTE BY MN DEPT OF TRANSP 2010 (MPP)
 AE3495'2.7 MILES NORTHWEST OF MAPLE PLAIN, 2.8 MILES NORTHWEST ALONG TRUNK
 AE3495'HIGHWAY 12 FROM JUNCTION OF TRUNK HIGHWAY 12 AND COUNTY ROAD 19 (BUDD
 AE3495'STREET) IN MAPLE PLAIN, AT TRUNK HIGHWAY 12 MILEPOINT 143.65, 59.0
 AE3495'FEET NORTHEAST OF TRUNK HIGHWAY 12, 57.0 FEET SOUTH OF RAILROAD
 AE3495'TRACKS, 43.0 FEET SOUTHEAST OF VALLEY ROAD, 38.0 FEET NORTHWEST OF
 AE3495'TELEPHONE POLE, 0.4 FOOT SOUTHWEST OF WITNESS POST.
 AE3495
 AE3495                          STATION RECOVERY (2010)
 AE3495
 AE3495'RECOVERY NOTE BY MN DEPT OF TRANSP 2010 (MPP)
 AE3495'THE MARK IS 2.7 MI (4.3 KM) NORTHWEST OF MAPLE PLAIN.
 AE3495'
 AE3495'TO REACH THE MARK GO 2.8 MI (4.5 KM) NORTHWEST ALONG TRUNK HIGHWAY 12
 AE3495'FROM THE JUNCTION OF TRUNK HIGHWAY 12 AND COUNTY ROAD 19 (BUDD STREET)
 AE3495'IN MAPLE PLAIN, AT TRUNK HIGHWAY 12 MILE POINT 143.75.
 AE3495'
 AE3495'IT IS 57.0 FT (17.4 M) SOUTH OF RAILROAD TRACKS, 43.0 FT (13.1 M)
 AE3495'SOUTHEAST OF VALLEY ROAD, 38.0 FT (11.6 M) NORTHWEST OF TELEPHONE
 AE3495'POLE, 0.4 FT (12 CM) SOUTHWEST OF A WITNESS POST.
 AE3495
 AE3495                          STATION RECOVERY (2012)
 AE3495
 AE3495'RECOVERY NOTE BY MN DEPT OF TRANSP 2012 (KMS)
 AE3495'2.7 MI (4.3 KM) NORTHWEST OF MAPLE PLAIN, 2.8 MI (4.5 KM) NORTHWEST
 AE3495'ALONG TRUNK HIGHWAY 12  FROM THE JUNCTION OF TRUNK HIGHWAY 12 AND
 AE3495'COUNTY ROAD 19/ BUDD STREET IN MAPLE PLAIN, AT TRUNK HIGHWAY 12 MILE
 AE3495'POINT 143.65, 59.0 FT (18.0 M) NORTHEAST OF TRUNK HIGHWAY 12, 57.0 FT
 AE3495'(17.4 M) SOUTH OF RAILROAD TRACKS, 43.0 FT (13.1 M) SOUTHEAST OF
 AE3495'VALLEY ROAD, 38.0 FT (11.6 M) NORTHWEST OF TELEPHONE POLE, 0.4 FT (12
 AE3495'CM) SOUTHWEST OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 AE3496 ***********************************************************************
 AE3496  DESIGNATION -  2713 Q
 AE3496  PID         -  AE3496
 AE3496  STATE/COUNTY-  MN/HENNEPIN
 AE3496  COUNTRY     -  US
 AE3496  USGS QUAD   -  ROCKFORD (2019)
 AE3496
 AE3496                         *CURRENT SURVEY CONTROL
 AE3496  ______________________________________________________________________
 AE3496* NAD 83(1986) POSITION- 45 01 01.89   (N) 093 42 00.67   (W)   HD_HELD1
 AE3496* NAVD 88 ORTHO HEIGHT -   295.447 (meters)      969.31  (feet) ADJUSTED
 AE3496  ______________________________________________________________________
 AE3496  GEOID HEIGHT    -        -27.477 (meters)                     GEOID18
 AE3496  DYNAMIC HEIGHT  -        295.426 (meters)      969.24  (feet) COMP
 AE3496  MODELED GRAVITY -    980,535.9   (mgal)                       NAVD 88
 AE3496
 AE3496  VERT ORDER      -  SECOND    CLASS I
 AE3496
 AE3496.The horizontal coordinates were determined by differentially corrected
 AE3496.hand held GPS observations or other comparable positioning techniques
 AE3496.and have an estimated accuracy of +/- 3 meters.
 AE3496
 AE3496.The orthometric height was determined by differential leveling and
 AE3496.adjusted by the NATIONAL GEODETIC SURVEY
 AE3496.in December 1997.
 AE3496
 AE3496.Significant digits in the geoid height do not necessarily reflect accuracy.
 AE3496.GEOID18 height accuracy estimate available here.
 AE3496
 AE3496.Click photographs - Photos may exist for this station.
 AE3496
 AE3496.The dynamic height is computed by dividing the NAVD 88
 AE3496.geopotential number by the normal gravity value computed on the
 AE3496.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE3496.degrees latitude (g = 980.6199 gals.).
 AE3496
 AE3496.The modeled gravity was interpolated from observed gravity values.
 AE3496
 AE3496;                    North         East    Units  Estimated Accuracy
 AE3496;SPC MN S     -   324,180.6     823,631.4     MT  (+/- 3 meters HH1 GPS) 
 AE3496
 AE3496_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK4483185098(NAD 83)
 AE3496
 AE3496                          SUPERSEDED SURVEY CONTROL
 AE3496
 AE3496.No superseded survey control is available for this station.
 AE3496
 AE3496_MARKER: DV = VERTICAL CONTROL DISK
 AE3496_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 AE3496_STAMPING: 2713 Q 1980
 AE3496_MARK LOGO: MNHD
 AE3496_PROJECTION: RECESSED 10 CENTIMETERS
 AE3496_MAGNETIC: I = MARKER IS A STEEL ROD
 AE3496_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AE3496_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AE3496+SATELLITE: SATELLITE OBSERVATIONS - October 26, 2010
 AE3496
 AE3496  HISTORY     - Date     Condition        Report By
 AE3496  HISTORY     - 19800401 MONUMENTED       MNHD
 AE3496  HISTORY     - 20021016 GOOD             USPSQD
 AE3496  HISTORY     - 20070808 GOOD             MNDT
 AE3496  HISTORY     - 20101026 GOOD             MNDT
 AE3496
 AE3496                          STATION DESCRIPTION
 AE3496
 AE3496'DESCRIBED BY MN HIGHWAY DEPT 1980 (EGS)
 AE3496'THE MARK IS LOCATED ABOUT 1-1/2 MILES NORTHWEST OF THE CITY OF MAPLE
 AE3496'PLAIN, IN THE NW 1/4 OF SECTION 22, T118N, R24W, 2.3 MILES WEST ALONG
 AE3496'TRUNK HIGHWAY 12 FROM ITS JUNCTION WITH COUNTY ROAD 19 (BUDD STREET)
 AE3496'IN MAPLE PLAIN, 41 FEET SOUTH OF AND ABOUT LEVEL WITH THE CENTERLINE
 AE3496'OF HIGHWAY 12 AT MILEPOINT 144.15, 47 FEET WEST OF  A TELEPHONE
 AE3496'PEDESTAL (NUMBERED D 22 LP 4), 4 FEET EAST OF A POWER POLE, AND 0.4
 AE3496'FOOT NORTHEAST OF A STEEL WITNESS POST.  THE MARK, A STANDARD MNDT
 AE3496'VERTICAL CONTROL MONUMENT DISK STAMPED---2713 Q 1980---, IS FASTENED
 AE3496'TO THE TOP OF AN 8 FOOT LONG COPPER-CLAD STEEL (MAGNETIC) ROD (WITH A
 AE3496'CROSS BAR) THAT IS SET IN 8 INCHES OF CONCRETE IN A 6 INCH DIAMETER
 AE3496'HOLE, AND IS FLUSH WITH THE GROUND.
 AE3496
 AE3496                          STATION RECOVERY (2002)
 AE3496
 AE3496'RECOVERY NOTE BY US POWER SQUADRON 2002 (SL)
 AE3496'MARK IN PVC PIPE
 AE3496
 AE3496                          STATION RECOVERY (2007)
 AE3496
 AE3496'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (BJB)
 AE3496'THE MARK IS LOCATED ABOUT 5.8 MI (9.3 KM) NORTH-NORTHWEST OF MOUND,
 AE3496'5.2 MI (8.4 KM) SOUTH-SOUTHEAST OF ROCKFORD AND 4.7 MI (7.6 KM)
 AE3496'EAST-SOUTHEAST OF DELANO.
 AE3496'
 AE3496'TO REACH TO THE MARK GO 1.5 MI (2.4 KM) NORTHWEST OF MAPLE PLAIN, 2.3
 AE3496'MI (3.7 KM) WEST OF THE JUNCTION OF TRUNK HIGHWAY 12 AND COUNTY ROAD
 AE3496'19 (BUDD STREET), AT TRUNK HIGHWAY 12 MILE POINT 144.20, 41 FT (12.5
 AE3496'M) SOUTH OF TRUNK HIGHWAY 12, 47 FT (14.3 M) WEST OF TELEPHONE
 AE3496'PEDESTAL D 22 LPA, 4 FT (1.2 M) EAST OF POWER POLE, 0.4 FT (0.1 M)
 AE3496'NORTHEAST OF A WITNESS POST.
 AE3496
 AE3496                          STATION RECOVERY (2010)
 AE3496
 AE3496'RECOVERY NOTE BY MN DEPT OF TRANSP 2010 (MPP)
 AE3496'THE MARK IS 2.1 MI (3.4 KM) NORTHWEST OF MAPLE PLAIN.
 AE3496'
 AE3496'TO REACH THE MARK GO 2.3 MI (3.7 KM) NORTHWEST ALONG TRUNK HIGHWAY 12
 AE3496'FROM THE JUNCTION OF TRUNK HIGHWAY 12 AND COUNTY ROAD 19 (BUDD STREET)
 AE3496'IN MAPLE PLAIN, AT TRUNK HIGHWAY 12 MILE POINT 144.2.
 AE3496'
 AE3496'IT IS 41.0 FT (12.5 M) SOUTH OF TRUNK HIGHWAY 12, 47.0 FT (14.3 M)
 AE3496'WEST OF TELEPHONE PEDESTAL D 22 LPA, 4.0 FT (1.2 M) EAST OF POWER
 AE3496'POLE, 0.4 FT (12 CM) NORTHEAST OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 AE3497 ***********************************************************************
 AE3497  DESIGNATION -  2713 R
 AE3497  PID         -  AE3497
 AE3497  STATE/COUNTY-  MN/HENNEPIN
 AE3497  COUNTRY     -  US
 AE3497  USGS QUAD   -  ROCKFORD (2019)
 AE3497
 AE3497                         *CURRENT SURVEY CONTROL
 AE3497  ______________________________________________________________________
 AE3497* NAD 83(1986) POSITION- 45 00 48.9    (N) 093 41 28.8    (W)   HD_HELD2
 AE3497* NAVD 88 ORTHO HEIGHT -   298.626 (meters)      979.74  (feet) ADJUSTED
 AE3497  ______________________________________________________________________
 AE3497  GEOID HEIGHT    -        -27.450 (meters)                     GEOID18
 AE3497  DYNAMIC HEIGHT  -        298.605 (meters)      979.67  (feet) COMP
 AE3497  MODELED GRAVITY -    980,537.7   (mgal)                       NAVD 88
 AE3497
 AE3497  VERT ORDER      -  SECOND    CLASS I
 AE3497
 AE3497.The horizontal coordinates were established by autonomous hand held GPS
 AE3497.observations and have an estimated accuracy of +/- 10 meters.
 AE3497
 AE3497.The orthometric height was determined by differential leveling and
 AE3497.adjusted by the NATIONAL GEODETIC SURVEY
 AE3497.in December 1997.
 AE3497
 AE3497.Significant digits in the geoid height do not necessarily reflect accuracy.
 AE3497.GEOID18 height accuracy estimate available here.
 AE3497
 AE3497.Click photographs - Photos may exist for this station.
 AE3497
 AE3497.The dynamic height is computed by dividing the NAVD 88
 AE3497.geopotential number by the normal gravity value computed on the
 AE3497.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE3497.degrees latitude (g = 980.6199 gals.).
 AE3497
 AE3497.The modeled gravity was interpolated from observed gravity values.
 AE3497
 AE3497;                    North         East    Units  Estimated Accuracy
 AE3497;SPC MN S     -   323,782.      824,331.      MT  (+/- 10 meters HH2 GPS)
 AE3497
 AE3497_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK4552584691(NAD 83)
 AE3497
 AE3497                          SUPERSEDED SURVEY CONTROL
 AE3497
 AE3497.No superseded survey control is available for this station.
 AE3497
 AE3497_MARKER: DV = VERTICAL CONTROL DISK
 AE3497_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 AE3497_STAMPING: 2713 R 1980
 AE3497_MARK LOGO: MNHD
 AE3497_PROJECTION: FLUSH
 AE3497_MAGNETIC: I = MARKER IS A STEEL ROD
 AE3497_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AE3497_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AE3497+SATELLITE: SATELLITE OBSERVATIONS - October 27, 2010
 AE3497
 AE3497  HISTORY     - Date     Condition        Report By
 AE3497  HISTORY     - 19800401 MONUMENTED       MNHD
 AE3497  HISTORY     - 20021016 MARK NOT FOUND   USPSQD
 AE3497  HISTORY     - 20070808 MARK NOT FOUND   MNDT
 AE3497  HISTORY     - 20101027 GOOD             MNDT
 AE3497
 AE3497                          STATION DESCRIPTION
 AE3497
 AE3497'DESCRIBED BY MN HIGHWAY DEPT 1980 (EGS)
 AE3497'THE MARK IS LOCATED ABOUT ONE MILE NORTHWEST OF THE CITY OF MAPLE
 AE3497'PLAIN, IN THE SE 1/4 OF SECTION 22, T118N, R24W, 1.8 MILES NORTHWEST
 AE3497'ALONG TRUNK HIGHWAY 12 FROM ITS JUNCTION WITH COUNTY ROAD 19 (BUDD
 AE3497'STREET) IN MAPLE PLAIN, 69 FEET NORTH OF AND ABOUT 5 FEET HIGHER THAN
 AE3497'THE CENTERLINE OF HIGHWAY 12 AT MILEPOINT 144.65, 51 FEET SOUTH OF THE
 AE3497'RAILROAD TRACK, 69 FEET NORTHEAST OF A BURIED CABLE ROUTE WARNING
 AE3497'SIGN, 40 FEET EAST OF A TELEGRAPH POLE WITH TWO GUY WIRES, AND 0.4
 AE3497'FEET SOUTH OF A STEEL WITNESS POST.  THE MARK, A STANDARD MNDT
 AE3497'VERTICAL CONTROL MONUMENT DISK STAMPED---2713 R 1980---, IS FASTENED
 AE3497'TO THE TOP OF AN 8 FOOT LONG COPPER-CLAD STEEL (MAGNETIC) ROD (WITH A
 AE3497'CROSS BAR) THAT IS SET IN 8 INCHES OF CONCRETE IN A 6 INCH DIAMETER
 AE3497'HOLE.
 AE3497
 AE3497                          STATION RECOVERY (2002)
 AE3497
 AE3497'RECOVERY NOTE BY US POWER SQUADRON 2002 (SL)
 AE3497'MARK NOT FOUND.
 AE3497
 AE3497                          STATION RECOVERY (2007)
 AE3497
 AE3497'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (BJB)
 AE3497'THE MARK WAS NOT RECOVERED.
 AE3497
 AE3497                          STATION RECOVERY (2010)
 AE3497
 AE3497'RECOVERY NOTE BY MN DEPT OF TRANSP 2010 (MPP)
 AE3497'THE MARK IS 1.6 MI (2.6 KM) NORTHWEST OF MAPLE PLAIN.
 AE3497'
 AE3497'TO REACH THE MARK GO 1.8 MI (2.9 KM) NORTHWEST ALONG TRUNK HIGHWAY 12
 AE3497'FROM THE JUNCTION OF TRUNK HIGHWAY 12 AND COUNTY ROAD 19 (BUDD STREET)
 AE3497'IN MAPLE PLAIN, AT TRUNK HIGHWAY 12 MILE POINT 144.65.
 AE3497'
 AE3497'IT IS 69 FT (21.0 M) NORTH OF TRUNK HIGHWAY 12, 51.0 FT (15.5 M) SOUTH
 AE3497'OF RAILROAD TRACKS, 69.0 FT (21.0 M) NORTHEAST OF BURIED CABLE SIGN,
 AE3497'40.0 FT (12.2 M) EAST OF TELEPHONE POLE, 0.4 FT (12 CM) SOUTH OF A
 AE3497'WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 AE3499 ***********************************************************************
 AE3499  DESIGNATION -  2713 T
 AE3499  PID         -  AE3499
 AE3499  STATE/COUNTY-  MN/HENNEPIN
 AE3499  COUNTRY     -  US
 AE3499  USGS QUAD   -  ROCKFORD (2019)
 AE3499
 AE3499                         *CURRENT SURVEY CONTROL
 AE3499  ______________________________________________________________________
 AE3499* NAD 83(1986) POSITION- 45 00 29.28   (N) 093 39 57.03   (W)   HD_HELD1
 AE3499* NAVD 88 ORTHO HEIGHT -   315.010 (meters)     1033.50  (feet) ADJUSTED
 AE3499  ______________________________________________________________________
 AE3499  GEOID HEIGHT    -        -27.381 (meters)                     GEOID18
 AE3499  DYNAMIC HEIGHT  -        314.989 (meters)     1033.43  (feet) COMP
 AE3499  MODELED GRAVITY -    980,542.7   (mgal)                       NAVD 88
 AE3499
 AE3499  VERT ORDER      -  SECOND    CLASS I
 AE3499
 AE3499.The horizontal coordinates were determined by differentially corrected
 AE3499.hand held GPS observations or other comparable positioning techniques
 AE3499.and have an estimated accuracy of +/- 3 meters.
 AE3499
 AE3499.The orthometric height was determined by differential leveling and
 AE3499.adjusted by the NATIONAL GEODETIC SURVEY
 AE3499.in December 1997.
 AE3499
 AE3499.Significant digits in the geoid height do not necessarily reflect accuracy.
 AE3499.GEOID18 height accuracy estimate available here.
 AE3499
 AE3499.Click photographs - Photos may exist for this station.
 AE3499
 AE3499.The dynamic height is computed by dividing the NAVD 88
 AE3499.geopotential number by the normal gravity value computed on the
 AE3499.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE3499.degrees latitude (g = 980.6199 gals.).
 AE3499
 AE3499.The modeled gravity was interpolated from observed gravity values.
 AE3499
 AE3499;                    North         East    Units  Estimated Accuracy
 AE3499;SPC MN S     -   323,184.5     826,342.5     MT  (+/- 3 meters HH1 GPS) 
 AE3499
 AE3499_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK4752884069(NAD 83)
 AE3499
 AE3499                          SUPERSEDED SURVEY CONTROL
 AE3499
 AE3499.No superseded survey control is available for this station.
 AE3499
 AE3499_MARKER: DB = BENCH MARK DISK
 AE3499_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 AE3499_SP_SET: BRIDGE ABUTMENT
 AE3499_STAMPING: 2713 T 1981
 AE3499_MARK LOGO: MNHD
 AE3499_MAGNETIC: N = NO MAGNETIC MATERIAL
 AE3499_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AE3499_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AE3499+SATELLITE: SATELLITE OBSERVATIONS - October 27, 2010
 AE3499
 AE3499  HISTORY     - Date     Condition        Report By
 AE3499  HISTORY     - 1981     MONUMENTED       MNHD
 AE3499  HISTORY     - 20021016 GOOD             USPSQD
 AE3499  HISTORY     - 20070807 GOOD             MNDT
 AE3499  HISTORY     - 20101027 GOOD             MNDT
 AE3499
 AE3499                          STATION DESCRIPTION
 AE3499
 AE3499'DESCRIBED BY MN HIGHWAY DEPT 1981 (EGS)
 AE3499'THE MARK IS LOCATED IN THE CITY OF MAPLE PLAIN, IN THE SW 1/4 OF
 AE3499'SECTION 24, T118N, R24W, 0.1 MILE SOUTH ALONG COUNTY ROAD 83 FROM ITS
 AE3499'JUNTION WITH TRUNK HIGHWAY 12 (AT MILEPOINT 146.5) IN MAPLE PLAIN, 23
 AE3499'FEET EAST OF AND ABOUT 1 FOOT HIGHER THAN THE CENTERLINE OF COUNTY
 AE3499'ROAD 83.  THE MARK, A STANDARD MNDT BENCH MARK DISK STAMPED---2713 T
 AE3499'1981---, IN THE ABUTMENT AT THE SOUTHEAST CORNER OF BRIDGE NUMBER
 AE3499'27558 (COUNTY ROAD 83 OVER THE BURLINGTON NORTHERN RAILWAY).
 AE3499
 AE3499                          STATION RECOVERY (2002)
 AE3499
 AE3499'RECOVERY NOTE BY US POWER SQUADRON 2002 (SL)
 AE3499'RECOVERED IN GOOD CONDITION.
 AE3499
 AE3499                          STATION RECOVERY (2007)
 AE3499
 AE3499'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (BJB)
 AE3499'THE MARK IS LOCATED ABOUT 6.5 MI (10.5 KM) SOUTH-SOUTHEAST OF
 AE3499'ROCKFORD, 6.5 MI (10.5 KM) EAST-SOUTHEAST OF DELANO AND 4.9 MI (7.9
 AE3499'KM) NORTH OF MOUND.
 AE3499'
 AE3499'TO REACH TO THE MARK AT MAPLE PLAIN, GO 0.1 MI (0.2 KM) SOUTH OF THE
 AE3499'JUNCTION OF COUNTY ROAD 83 AND TRUNK HIGHWAY 12, AT TRUNK HIGHWAY 12
 AE3499'MILE POINT 146.05, IN SOUTHEAST CORNER OF COUNTY ROAD 83 BRIDGE 27558
 AE3499'OVER RAILROAD.
 AE3499
 AE3499                          STATION RECOVERY (2010)
 AE3499
 AE3499'RECOVERY NOTE BY MN DEPT OF TRANSP 2010 (MPP)
 AE3499'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 AE3500 ***********************************************************************
 AE3500  DESIGNATION -  2713 U
 AE3500  PID         -  AE3500
 AE3500  STATE/COUNTY-  MN/HENNEPIN
 AE3500  COUNTRY     -  US
 AE3500  USGS QUAD   -  MOUND (2019)
 AE3500
 AE3500                         *CURRENT SURVEY CONTROL
 AE3500  ______________________________________________________________________
 AE3500* NAD 83(1986) POSITION- 44 59 58.99   (N) 093 38 02.86   (W)   HD_HELD1
 AE3500* NAVD 88 ORTHO HEIGHT -   299.089 (meters)      981.26  (feet) ADJUSTED
 AE3500  ______________________________________________________________________
 AE3500  GEOID HEIGHT    -        -27.274 (meters)                     GEOID18
 AE3500  DYNAMIC HEIGHT  -        299.072 (meters)      981.21  (feet) COMP
 AE3500  MODELED GRAVITY -    980,551.6   (mgal)                       NAVD 88
 AE3500
 AE3500  VERT ORDER      -  SECOND    CLASS I
 AE3500
 AE3500.The horizontal coordinates were determined by differentially corrected
 AE3500.hand held GPS observations or other comparable positioning techniques
 AE3500.and have an estimated accuracy of +/- 3 meters.
 AE3500
 AE3500.The orthometric height was determined by differential leveling and
 AE3500.adjusted by the NATIONAL GEODETIC SURVEY
 AE3500.in December 1997.
 AE3500
 AE3500.Significant digits in the geoid height do not necessarily reflect accuracy.
 AE3500.GEOID18 height accuracy estimate available here.
 AE3500
 AE3500.Click photographs - Photos may exist for this station.
 AE3500
 AE3500.The dynamic height is computed by dividing the NAVD 88
 AE3500.geopotential number by the normal gravity value computed on the
 AE3500.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE3500.degrees latitude (g = 980.6199 gals.).
 AE3500
 AE3500.The modeled gravity was interpolated from observed gravity values.
 AE3500
 AE3500;                    North         East    Units  Estimated Accuracy
 AE3500;SPC MN S     -   322,260.2     828,846.8     MT  (+/- 3 meters HH1 GPS) 
 AE3500
 AE3500_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK5002083114(NAD 83)
 AE3500
 AE3500                          SUPERSEDED SURVEY CONTROL
 AE3500
 AE3500.No superseded survey control is available for this station.
 AE3500
 AE3500_MARKER: DV = VERTICAL CONTROL DISK
 AE3500_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 AE3500_STAMPING: 2713 U 1980
 AE3500_MARK LOGO: MNHD
 AE3500_PROJECTION: FLUSH
 AE3500_MAGNETIC: I = MARKER IS A STEEL ROD
 AE3500_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AE3500_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AE3500+SATELLITE: SATELLITE OBSERVATIONS - June 23, 2008
 AE3500
 AE3500  HISTORY     - Date     Condition        Report By
 AE3500  HISTORY     - 19800401 MONUMENTED       MNHD
 AE3500  HISTORY     - 20021016 GOOD             USPSQD
 AE3500  HISTORY     - 20060408 GOOD             USPSQD
 AE3500  HISTORY     - 20070807 GOOD             MNDT
 AE3500  HISTORY     - 20080623 GOOD             MNDT
 AE3500
 AE3500                          STATION DESCRIPTION
 AE3500
 AE3500'DESCRIBED BY MN HIGHWAY DEPT 1980 (EGS)
 AE3500'THE MARK IS LOCATED ABOUT 1/2 MILE SOUTHWEST OF  THE CITY OF MAPLE
 AE3500'PLAIN, IN THE SE 1/4 OF SECTION 30, T118N, R23W, 1.2 MILES EAST ALONG
 AE3500'TRUNK HIGHWAY 12 FROM ITS JUNCTION WITH COUNTY ROAD 19 (BUDD ST) IN
 AE3500'MAPLE PLAIN, 52 FEET NORTH OF AND ABOUT 3 FEET LOWER THAN THE
 AE3500'CENTERLINE OF HIGHWAY 12 AT MILEPOINT 147.75, 82 FEET SOUTHWEST OF A
 AE3500'14 INCH BLUE SPRUCE TREE, 65 FEET SOUTHWEST OF A SPRUCE TREE, AND 0.4
 AE3500'FOOT SOUTH OF A STEEL WITNESS POST.  THE MARK, A STANDARD MNDT
 AE3500'VERTICAL CONTROL MONUMENT DISK STAMPED---2713 U 1980---, IS FASTENED
 AE3500'TO THE TOP OF AN 8 FOOT LONG COPPER-CLAD STEEL (MAGNETIC) ROD WITH A
 AE3500'CROSS BAR THAT IS SET IN 8 INCHES OF CONCRETE IN A 6 INCH DIAMETER
 AE3500'HOLE.
 AE3500
 AE3500                          STATION RECOVERY (2002)
 AE3500
 AE3500'RECOVERY NOTE BY US POWER SQUADRON 2002 (SL)
 AE3500'RECOVERED IN GOOD CONDITION.
 AE3500
 AE3500                          STATION RECOVERY (2006)
 AE3500
 AE3500'RECOVERY NOTE BY US POWER SQUADRON 2006 (RCS)
 AE3500'RECOVERED IN GOOD CONDITION.
 AE3500
 AE3500                          STATION RECOVERY (2007)
 AE3500
 AE3500'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (BJB)
 AE3500'THE MARK IS LOCATED ABOUT 7.4 MI (11.9 KM) NORTH-NORTHWEST OF
 AE3500'EXCELSIOR, 6.0 MI (9.7 KM) WEST-SOUTHWEST OF HAMEL AND 4.6 MI (7.4 KM)
 AE3500'NORTH-NORTHEAST OF MOUND.
 AE3500'
 AE3500'TO REACH TO THE MARK GO 0.5 MI (0.8 KM) SOUTHWEST OF MAPLE PLAIN, 1.2
 AE3500'MI (1.9 KM) EAST ALONG TRUNK HIGHWAY 12 FROM THE JUNCTION OF TRUNK
 AE3500'HIGHWAY 12 AND COUNTY ROAD 19, AT TRUNK HIGHWAY 12 MILE POINT 147.75,
 AE3500'52 FT (15.8 M) NORTH OF TRUNK HIGHWAY 12, 82 FT (25.0 M) SOUTHWEST OF
 AE3500'14 INCH (36 CM) BLUE SPRUCE TREE, 65 FT (19.8 M) SOUTHWEST OF SPRUCE
 AE3500'TREE, 0.4 FT (0.1 M) SOUTH OF A WITNESS POST.
 AE3500
 AE3500                          STATION RECOVERY (2008)
 AE3500
 AE3500'RECOVERY NOTE BY MN DEPT OF TRANSP 2008 (PJG)
 AE3500'THE MARK IS 1.2 MI (1.9 KM) SOUTHEAST OF MAPLE PLAIN.
 AE3500'
 AE3500'1.2 MI EAST ALONG TRUNK HIGHWAY 12 FROM THE JUNCTION OF TRUNK HIGHWAY
 AE3500'12 AND COUNTY ROAD 19 IN MAPLE PLAIN, AT TRUNK HIGHWAY 12 MILE POINT
 AE3500'147.75, 52.0 FT (15.8 M) NORTH OF TRUNK HIGHWAY 12.
 AE3500'
 AE3500'IT IS 82.0 FT (25.0 M) SOUTHWEST OF 14 INCH (36 CM) BLUE SPRUCE TREE,
 AE3500'65.0 FT (19.8 M) SOUTHWEST OF SPRUCE TREE, 0.4 FT (12 CM) SOUTH OF A
 AE3500'WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 AE3501 ***********************************************************************
 AE3501  DESIGNATION -  2713 V
 AE3501  PID         -  AE3501
 AE3501  STATE/COUNTY-  MN/HENNEPIN
 AE3501  COUNTRY     -  US
 AE3501  USGS QUAD   -  EXCELSIOR (2019)
 AE3501
 AE3501                         *CURRENT SURVEY CONTROL
 AE3501  ______________________________________________________________________
 AE3501* NAD 83(1986) POSITION- 44 59 44.56   (N) 093 37 25.67   (W)   HD_HELD1
 AE3501* NAVD 88 ORTHO HEIGHT -   295.388 (meters)      969.12  (feet) ADJUSTED
 AE3501  ______________________________________________________________________
 AE3501  GEOID HEIGHT    -        -27.231 (meters)                     GEOID18
 AE3501  DYNAMIC HEIGHT  -        295.372 (meters)      969.07  (feet) COMP
 AE3501  MODELED GRAVITY -    980,556.4   (mgal)                       NAVD 88
 AE3501
 AE3501  VERT ORDER      -  SECOND    CLASS I
 AE3501
 AE3501.The horizontal coordinates were determined by differentially corrected
 AE3501.hand held GPS observations or other comparable positioning techniques
 AE3501.and have an estimated accuracy of +/- 3 meters.
 AE3501
 AE3501.The orthometric height was determined by differential leveling and
 AE3501.adjusted by the NATIONAL GEODETIC SURVEY
 AE3501.in December 1997.
 AE3501
 AE3501.Significant digits in the geoid height do not necessarily reflect accuracy.
 AE3501.GEOID18 height accuracy estimate available here.
 AE3501
 AE3501.Click photographs - Photos may exist for this station.
 AE3501
 AE3501.The dynamic height is computed by dividing the NAVD 88
 AE3501.geopotential number by the normal gravity value computed on the
 AE3501.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE3501.degrees latitude (g = 980.6199 gals.).
 AE3501
 AE3501.The modeled gravity was interpolated from observed gravity values.
 AE3501
 AE3501;                    North         East    Units  Estimated Accuracy
 AE3501;SPC MN S     -   321,818.4     829,663.3     MT  (+/- 3 meters HH1 GPS) 
 AE3501
 AE3501_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK5083182663(NAD 83)
 AE3501
 AE3501                          SUPERSEDED SURVEY CONTROL
 AE3501
 AE3501.No superseded survey control is available for this station.
 AE3501
 AE3501_MARKER: DV = VERTICAL CONTROL DISK
 AE3501_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 AE3501_STAMPING: 2713 V 1980
 AE3501_MARK LOGO: MNHD
 AE3501_PROJECTION: FLUSH
 AE3501_MAGNETIC: I = MARKER IS A STEEL ROD
 AE3501_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AE3501_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AE3501+SATELLITE: SATELLITE OBSERVATIONS - June 19, 2008
 AE3501
 AE3501  HISTORY     - Date     Condition        Report By
 AE3501  HISTORY     - 19800401 MONUMENTED       MNHD
 AE3501  HISTORY     - 20021016 GOOD             USPSQD
 AE3501  HISTORY     - 20060408 GOOD             USPSQD
 AE3501  HISTORY     - 20070807 GOOD             MNDT
 AE3501  HISTORY     - 20080619 GOOD             MNDT
 AE3501
 AE3501                          STATION DESCRIPTION
 AE3501
 AE3501'DESCRIBED BY MN HIGHWAY DEPT 1980 (EGS)
 AE3501'THE MARK IS LOCATED ABOUT 1-1/4 MILES SOUTHEAST OF THE CITY OF MAPLE
 AE3501'PLAIN, IN THE SW 1/4 OF SECTION 29, T118N, R23W, 1.75 MILES SOUTHEAST
 AE3501'ALONG TRUNK HIGHWAY 12 FROM ITS JUNCTION WITH COUNTY ROAD 6, 78 FEET
 AE3501'NORTHEAST OF AND ABOUT LEVEL WITH THE CENTERLINE OF HIGHWAY 12 AT
 AE3501'MILEPOINT 148.35, 39 FEET NORTHEAST OF A POWER POLE, AND 1.4 FEET
 AE3501'SOUTHWEST OF A STEEL WITNESS POST.  THE MARK, A STANDARD MNDT VERTICAL
 AE3501'CONTROL MONUMENT DISK STAMPED---2713 V 1985---, IS FASTENED TO THE TOP
 AE3501'OF AN 8 FOOT LONG COPPER-CLAD STEEL (MAGNETIC) ROD WITH A CROSS BAR
 AE3501'THAT IS SET IN 8 INCHES OF CONCRETE IN A 6 INCH DIAMETER HOLE.
 AE3501
 AE3501                          STATION RECOVERY (2002)
 AE3501
 AE3501'RECOVERY NOTE BY US POWER SQUADRON 2002 (SL)
 AE3501'MARK IN PVC PIPE
 AE3501
 AE3501                          STATION RECOVERY (2006)
 AE3501
 AE3501'RECOVERY NOTE BY US POWER SQUADRON 2006 (RCS)
 AE3501'RECOVERED IN GOOD CONDITION.
 AE3501
 AE3501                          STATION RECOVERY (2007)
 AE3501
 AE3501'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (BJB)
 AE3501'THE MARK IS LOCATED ABOUT 7.0 MI (11.3 KM) NORTH-NORTHWEST OF
 AE3501'EXCELSIOR, 5.8 MI (9.3 KM) WEST-SOUTHWEST OF HAMEL AND 4.6 MI (7.4 KM)
 AE3501'NORTH-NORTHEAST OF MOUND.
 AE3501'
 AE3501'TO REACH TO THE MARK GO 1.25 MI (2.0 KM) SOUTHEAST OF MAPLE PLAIN,
 AE3501'0.15 MI (0.2 KM) NORTHWEST OF THE JUNCTION OF TRUNK HIGHWAY 12 AND
 AE3501'COUNTY ROAD 6, AT TRUNK HIGHWAY 12 MILE POINT 148.35, 78 FT (23.8 M)
 AE3501'NORTHEAST OF TRUNK HIGHWAY 12, 39 FT (11.9 M) NORTHEAST OF POWER POLE,
 AE3501'1.4 FT (0.4 M) SOUTHWEST OF A WITNESS POST.
 AE3501
 AE3501                          STATION RECOVERY (2008)
 AE3501
 AE3501'RECOVERY NOTE BY MN DEPT OF TRANSP 2008 (JBG)
 AE3501'THE MARK IS 2.0 MI (3.2 KM) SOUTHEAST OF MAPLE PLAIN.
 AE3501'
 AE3501'1.2 MI SOUTHEAST ON TRUNK HIGHWAY 12 FROM THE JUNCTION OF TRUNK
 AE3501'HIGHWAY 12 AND BAKER PARK ROAD IN MAPLE PLAIN, AT TRUNK HIGHWAY 12
 AE3501'MILE POINT 148.35.
 AE3501'
 AE3501'IT IS 78.0 FT (23.8 M) NORTHEAST OF TRUNK HIGHWAY 12, 55.4 FT (16.9 M)
 AE3501'WEST OF POWER POLE, 1.4 FT (0.4 M) SOUTHWEST OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 AE3502 ***********************************************************************
 AE3502  DESIGNATION -  2713 W
 AE3502  PID         -  AE3502
 AE3502  STATE/COUNTY-  MN/HENNEPIN
 AE3502  COUNTRY     -  US
 AE3502  USGS QUAD   -  EXCELSIOR (2019)
 AE3502
 AE3502                         *CURRENT SURVEY CONTROL
 AE3502  ______________________________________________________________________
 AE3502* NAD 83(1986) POSITION- 44 59 22.59   (N) 093 36 13.25   (W)   HD_HELD1
 AE3502* NAVD 88 ORTHO HEIGHT -   301.810 (meters)      990.19  (feet) ADJUSTED
 AE3502  ______________________________________________________________________
 AE3502  GEOID HEIGHT    -        -27.153 (meters)                     GEOID18
 AE3502  DYNAMIC HEIGHT  -        301.797 (meters)      990.15  (feet) COMP
 AE3502  MODELED GRAVITY -    980,566.5   (mgal)                       NAVD 88
 AE3502
 AE3502  VERT ORDER      -  SECOND    CLASS I
 AE3502
 AE3502.The horizontal coordinates were determined by differentially corrected
 AE3502.hand held GPS observations or other comparable positioning techniques
 AE3502.and have an estimated accuracy of +/- 3 meters.
 AE3502
 AE3502.The orthometric height was determined by differential leveling and
 AE3502.adjusted by the NATIONAL GEODETIC SURVEY
 AE3502.in December 1997.
 AE3502
 AE3502.Significant digits in the geoid height do not necessarily reflect accuracy.
 AE3502.GEOID18 height accuracy estimate available here.
 AE3502
 AE3502.Click photographs - Photos may exist for this station.
 AE3502
 AE3502.The dynamic height is computed by dividing the NAVD 88
 AE3502.geopotential number by the normal gravity value computed on the
 AE3502.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE3502.degrees latitude (g = 980.6199 gals.).
 AE3502
 AE3502.The modeled gravity was interpolated from observed gravity values.
 AE3502
 AE3502;                    North         East    Units  Estimated Accuracy
 AE3502;SPC MN S     -   321,147.7     831,252.8     MT  (+/- 3 meters HH1 GPS) 
 AE3502
 AE3502_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK5241281973(NAD 83)
 AE3502
 AE3502                          SUPERSEDED SURVEY CONTROL
 AE3502
 AE3502.No superseded survey control is available for this station.
 AE3502
 AE3502_MARKER: DV = VERTICAL CONTROL DISK
 AE3502_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 AE3502_STAMPING: 2713 W 1980
 AE3502_MARK LOGO: MNHD
 AE3502_PROJECTION: RECESSED 15 CENTIMETERS
 AE3502_MAGNETIC: I = MARKER IS A STEEL ROD
 AE3502_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AE3502_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AE3502+SATELLITE: SATELLITE OBSERVATIONS - June 23, 2008
 AE3502
 AE3502  HISTORY     - Date     Condition        Report By
 AE3502  HISTORY     - 19800401 MONUMENTED       MNHD
 AE3502  HISTORY     - 20021016 POOR             USPSQD
 AE3502  HISTORY     - 20060408 MARK NOT FOUND   USPSQD
 AE3502  HISTORY     - 20070807 GOOD             MNDT
 AE3502  HISTORY     - 20080623 GOOD             MNDT
 AE3502
 AE3502                          STATION DESCRIPTION
 AE3502
 AE3502'DESCRIBED BY MN HIGHWAY DEPT 1980 (EGS)
 AE3502'THE MARK IS LOCATED ABOUT 3/4 MILE WEST OF THE CITY OF LONG LAKE, IN
 AE3502'THE NW 1/4 OF SECTION 33, T118N, R23W, 1.6 MILE EAST ALONG TRUNK
 AE3502'HIGHWAY 12 FROM ITS JUNCTION WITH COUNTY ROAD 146 IN LONG LAKE, 53
 AE3502'FEET NORTH OF AND ABOUT LEVEL WITH THE CENTERLINE OF HIGHWAY 12 AT
 AE3502'MILEPOINT 149.45, 28 FEET WEST-NORTHWEST OF A POWER POLE, 17 FEET
 AE3502'NORTHWEST OF THE EAST END OF AN 18 INCH CORRUGATED METAL PIPE UNDER
 AE3502'THE DRIVEWAY TO ADDRESS NUMBER 3200, 3 FEET SOUTHWEST OF A WOODEN
 AE3502'FENCE POST, AND 5.4 FEET WEST SOUTHWEST OF A STEEL WITNESS POST. THE
 AE3502'MARK, A STANDARD MNDT VERTICAL CONTROL MONUMENT DISK STAMPED---2713 W
 AE3502'1980---, IS FASTENED TO THE TOP OF AN 8 FOOT LONG COPPER-CLAD STEEL
 AE3502'(MAGNETIC) ROD WITH A CROSS BAR THAT IS SET IN 8 INCHES OF CONCRETE IN
 AE3502'A 6 INCH DIAMETER HOLE.
 AE3502
 AE3502                          STATION RECOVERY (2002)
 AE3502
 AE3502'RECOVERY NOTE BY US POWER SQUADRON 2002 (SL)
 AE3502'COULD NOT READ MARKER STAMP
 AE3502
 AE3502                          STATION RECOVERY (2006)
 AE3502
 AE3502'RECOVERY NOTE BY US POWER SQUADRON 2006 (RCS)
 AE3502'SEARCH WITH METAL DETECTOR DID NOT TURN UP MARKER.
 AE3502
 AE3502                          STATION RECOVERY (2007)
 AE3502
 AE3502'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (BJB)
 AE3502'THE MARK IS LOCATED ABOUT 6.2 MI (10.0 KM) NORTH-NORTHWEST OF
 AE3502'EXCELSIOR, 5.2 MI (8.4 KM) SOUTHWEST OF HAMEL AND 4.8 MI (7.7 KM)
 AE3502'NORTHEAST OF MOUND.
 AE3502'
 AE3502'TO REACH TO THE MARK GO 0.75 MI (1.2 KM) WEST OF LONG LAKE, 1.6 MI
 AE3502'(2.6 KM) EAST ALONG TRUNK HIGHWAY 12 FROM THE JUNCTION OF TRUNK
 AE3502'HIGHWAY 12 AND COUNTY ROAD 146, AT TRUNK HIGHWAY 12 MILE POINT 149.45,
 AE3502'53 FT (16.2 M) NORTH OF TRUNK HIGHWAY 12, 28 FT (8.5 M) WEST-NORTHWEST
 AE3502'OF POWER POLE, 17 FT (5.2 M) NORTHWEST OF EAST END OF 18-INCH (46 CM)
 AE3502'METAL CULVERT, 13 FT (4.0 M) EAST OF ENTRANCE TO PRIVATE RESIDENCE, 3
 AE3502'FT (0.9 M) SOUTHWEST OF A FENCE POST, 5.4 FT (1.6 M) WEST-SOUTHWEST OF
 AE3502'A WITNESS POST.
 AE3502
 AE3502                          STATION RECOVERY (2008)
 AE3502
 AE3502'RECOVERY NOTE BY MN DEPT OF TRANSP 2008 (PJG)
 AE3502'THE MARK IS 2.0 MI (3.2 KM) WEST OF LONG LAKE.
 AE3502'
 AE3502'1.6 MI WEST ALONG TRUNK HIGHWAY 12 FROM THE JUNCTION OF TRUNK HIGHWAY
 AE3502'12 AND LAKE STREET IN LONG LAKE, AT TRUNK HIGHWAY 12 MILE POINT
 AE3502'149.45.
 AE3502'
 AE3502'IT IS 53 FT (16.2 M) NORTH OF TRUNK HIGHWAY 12, 28.0 FT (8.5 M)
 AE3502'WEST-NORTHWEST OF POWER POLE, 17.0 FT (5.2 M) NORTHWEST OF EAST END OF
 AE3502'18 INCH (46 CM) METAL CULVERT, 13.0 FT (4.0 M) EAST OF ENTRANCE TO
 AE3502'PRIVATE RESIDENCE, 3.0 FT (0.9 M) SOUTHWEST OF A FENCE POST, 5.4 FT
 AE3502'(1.6 M) WEST-SOUTHWEST OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 AE3503 ***********************************************************************
 AE3503  DESIGNATION -  2713 X
 AE3503  PID         -  AE3503
 AE3503  STATE/COUNTY-  MN/HENNEPIN
 AE3503  COUNTRY     -  US
 AE3503  USGS QUAD   -  EXCELSIOR (2019)
 AE3503
 AE3503                         *CURRENT SURVEY CONTROL
 AE3503  ______________________________________________________________________
 AE3503* NAD 83(2011) POSITION- 44 59 22.42330(N) 093 35 42.53770(W)   ADJUSTED
 AE3503* NAD 83(2011) ELLIP HT-   285.731 (meters)        (06/27/12)   ADJUSTED
 AE3503* NAD 83(2011) EPOCH   -  2010.00
 AE3503* NAVD 88 ORTHO HEIGHT -   312.858 (meters)     1026.44  (feet) ADJUSTED
 AE3503  ______________________________________________________________________
 AE3503  GEOID HEIGHT    -        -27.133 (meters)                     GEOID18
 AE3503  NAD 83(2011) X  -   -283,344.275 (meters)                     COMP
 AE3503  NAD 83(2011) Y  - -4,509,720.673 (meters)                     COMP
 AE3503  NAD 83(2011) Z  -  4,486,730.103 (meters)                     COMP
 AE3503  LAPLACE CORR    -          5.60  (seconds)                    DEFLEC18
 AE3503  DYNAMIC HEIGHT  -        312.847 (meters)     1026.40  (feet) COMP
 AE3503  MODELED GRAVITY -    980,570.0   (mgal)                       NAVD 88
 AE3503
 AE3503  VERT ORDER      -  SECOND    CLASS I
 AE3503
 AE3503  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AE3503  Standards:
 AE3503         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AE3503            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AE3503  -------------------------------------------------------------------
 AE3503  NETWORK    0.33   0.37           0.15   0.11   0.19      0.01846729
 AE3503  -------------------------------------------------------------------
 AE3503  Click here for local accuracies and other accuracy information.
 AE3503
 AE3503.The horizontal coordinates were established by GPS observations
 AE3503.and adjusted by the National Geodetic Survey in June 2012.
 AE3503
 AE3503.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AE3503.been affixed to the stable North American tectonic plate. See 
 AE3503.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AE3503
 AE3503.The horizontal coordinates are valid at the epoch date displayed above
 AE3503.which is a decimal equivalence of Year/Month/Day.
 AE3503
 AE3503.The orthometric height was determined by differential leveling and
 AE3503.adjusted by the NATIONAL GEODETIC SURVEY
 AE3503.in December 1997.
 AE3503
 AE3503.Significant digits in the geoid height do not necessarily reflect accuracy.
 AE3503.GEOID18 height accuracy estimate available here.
 AE3503
 AE3503.Click photographs - Photos may exist for this station.
 AE3503
 AE3503.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AE3503
 AE3503.The Laplace correction was computed from DEFLEC18 derived deflections.
 AE3503
 AE3503.The ellipsoidal height was determined by GPS observations
 AE3503.and is referenced to NAD 83.
 AE3503
 AE3503.The dynamic height is computed by dividing the NAVD 88
 AE3503.geopotential number by the normal gravity value computed on the
 AE3503.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE3503.degrees latitude (g = 980.6199 gals.).
 AE3503
 AE3503.The modeled gravity was interpolated from observed gravity values.
 AE3503
 AE3503. The following values were computed from the NAD 83(2011) position.
 AE3503
 AE3503;                    North         East     Units Scale Factor Converg.
 AE3503;SPC MN S     -   321,145.893   831,925.525   MT  0.99995830   +0 17 01.6
 AE3503;SPC MN S     - 1,053,626.15  2,729,408.99   sFT  0.99995830   +0 17 01.6
 AE3503;UTM  15      - 4,981,963.142   453,084.609   MT  0.99962706   -0 25 14.8
 AE3503
 AE3503!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AE3503!SPC MN S     -   0.99995520  x   0.99995830  =   0.99991350
 AE3503!UTM  15      -   0.99995520  x   0.99962706  =   0.99958228
 AE3503
 AE3503:                Primary Azimuth Mark                     Grid Az
 AE3503:SPC MN S     -  2713 Y                                   092 53 15.8
 AE3503:UTM  15      -  2713 Y                                   093 35 32.2
 AE3503
 AE3503_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK5308481963(NAD 83)
 AE3503
 AE3503|---------------------------------------------------------------------|
 AE3503| PID    Reference Object                     Distance      Geod. Az  |
 AE3503|                                                           dddmmss.s |
 AE3503| AE3504 2713 Y                              APPROX. 1.2 KM 0931017.4 |
 AE3503| DM4992 2713 AH                             APPROX. 1.0 KM 1162805.6 |
 AE3503| DM4989 2713 AE                             APPROX. 1.0 KM 1193149.7 |
 AE3503| DM4990 2713 AF                             498.467 METERS 1704812.2 |
 AE3503| DM4993 2713 AJ                             422.192 METERS 1711901.4 |
 AE3503|---------------------------------------------------------------------|
 AE3503
 AE3503                          SUPERSEDED SURVEY CONTROL
 AE3503
 AE3503  NAD 83(2007)-  44 59 22.42360(N)    093 35 42.53858(W) AD(2002.00) 1
 AE3503  ELLIP H (01/05/11)  285.748  (m)                       GP(2002.00) 4 1
 AE3503  NAVD 88             312.86   (m)         1026.4    (f) LEVELING    3  
 AE3503
 AE3503.Superseded values are not recommended for survey control.
 AE3503
 AE3503.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE3503.See file dsdata.pdf to determine how the superseded data were derived.
 AE3503
 AE3503_MARKER: DV = VERTICAL CONTROL DISK
 AE3503_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 AE3503_STAMPING: 2713 X 1980
 AE3503_MARK LOGO: MNHD
 AE3503_PROJECTION: FLUSH
 AE3503_MAGNETIC: I = MARKER IS A STEEL ROD
 AE3503_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AE3503_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AE3503+SATELLITE: SATELLITE OBSERVATIONS - October 11, 2025
 AE3503
 AE3503  HISTORY     - Date     Condition        Report By
 AE3503  HISTORY     - 19800401 MONUMENTED       MNHD
 AE3503  HISTORY     - 20021016 POOR             USPSQD
 AE3503  HISTORY     - 20060408 GOOD             USPSQD
 AE3503  HISTORY     - 20070807 GOOD             MNDT
 AE3503  HISTORY     - 20080623 GOOD             MNDT
 AE3503  HISTORY     - 20191012 GOOD             USPSQD
 AE3503  HISTORY     - 20251011 GOOD             USPSQD
 AE3503
 AE3503                          STATION DESCRIPTION
 AE3503
 AE3503'DESCRIBED BY MN HIGHWAY DEPT 1980 (EGS)
 AE3503'THE MARK IS LOCATED ABOUT 1/4 MILE WEST OF THE CITY OF LONG LAKE, IN
 AE3503'THE NW 1/4 OF SECTION 33, T118N, R23W, 1.2 MILES WEST ALONG TRUNK
 AE3503'HIGHWAY 12 FROM ITS JUNCTION WITH COUNTY ROAD 146 IN LONG LAKE, 65
 AE3503'FEET NORTH OF AND ABOUT LEVEL WITH THE CENTERLINE OF HIGHWAY 12 AT
 AE3503'MILEPOINT 149.9, 44 FEET NORTHEAST OF A POWER POLE, 24 FEET EAST OF AN
 AE3503'8 INCH TREE, 21 FEET WEST OF A 15 INCH TREE, 6 FEET SOUTH OF THE
 AE3503'SOUTHEAST CORNER POST OF A CHAIN LINK FENCE AROUND A TENNIS COURT,
 AE3503'ABOUT 200 FEET WEST OF OLD CRYSTAL BAY ROAD, NEAR THE CORNER OF THE
 AE3503'ORONO SCHOOL PARKING LOT, AND 1.0 FOOT SOUTH OF A STEEL WITNES POST.
 AE3503'THE MARK, A STANDARD MNDT VERTICAL CONTROL MONUMENT DISK
 AE3503'STAMPED---2713 X 1980---, IS FASTENED TO THE TOP OF AN 8 FOOT LONG
 AE3503'COPPER-CLAD STEEL (MAGNETIC) ROD WITH A CROSS BAR THAT IS SET IN 8
 AE3503'INCHES OF CONCRETE IN A 6 INCH DIAMETER HOLE.
 AE3503
 AE3503                          STATION RECOVERY (2002)
 AE3503
 AE3503'RECOVERY NOTE BY US POWER SQUADRON 2002 (SL)
 AE3503'MARK IN BROKEN PVC PIPE, MARKER STAMP DIFFICULT TO READ
 AE3503
 AE3503                          STATION RECOVERY (2006)
 AE3503
 AE3503'RECOVERY NOTE BY US POWER SQUADRON 2006 (RCS)
 AE3503'RECOVERED IN GOOD CONDITION.
 AE3503
 AE3503                          STATION RECOVERY (2007)
 AE3503
 AE3503'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (BJB)
 AE3503'THE MARK IS LOCATED ABOUT 6.1 MI (9.8 KM) NORTH-NORTHWEST OF
 AE3503'EXCELSIOR, 5.0 MI (8.0 KM) NORTHEAST OF MOUND AND 4.9 MI (7.9 KM)
 AE3503'SOUTHWEST OF HAMEL.
 AE3503'
 AE3503'TO REACH TO THE MARK GO 0.25 MI (0.4 KM) WEST OF LONG LAKE, 1.2 MI
 AE3503'(1.9 KM) WEST ALONG TRUNK HIGHWAY 12 FROM THE JUNCTION OF TRUNK
 AE3503'HIGHWAY 12 AND COUNTY ROAD 146, AT TRUNK HIGHWAY 12 MILE POINT 149.9,
 AE3503'65 FT (19.8 M) NORTH OF TRUNK HIGHWAY 12, 200 FT (61.0 M) WEST OF OLD
 AE3503'CRYSTAL BAY ROAD, 25.6 FT (7.8 M) SOUTH OF SOUTH GATE TO TENNIS COURT
 AE3503'AT ORONO PUBLIC SCHOOLS, 28 FT (8.5 M) NORTH OF NORTH EDGE OF TRUNK
 AE3503'HIGHWAY 12, 21.5 FT (6.6 M) WEST OF 18 INCH (46 CM) ASH TREE, 24.1 FT
 AE3503'(7.3 M) EAST OF 15 INCH (38 CM) ASH TREE, 1.0 FT (0.3 M) SOUTH OF A
 AE3503'WITNESS POST.
 AE3503
 AE3503                          STATION RECOVERY (2008)
 AE3503
 AE3503'RECOVERY NOTE BY MN DEPT OF TRANSP 2008 (PJG)
 AE3503'THE MARK IS 1.6 MI (2.6 KM) WEST OF LONG LAKE.
 AE3503'
 AE3503'1.2 MI WEST ALONG TRUNK HIGHWAY 12 FROM THE JUNCTION OF TRUNK HIGHWAY
 AE3503'12 AND LAKE STREET IN LONG LAKE, AT TRUNK HIGHWAY 12 MILE POINT 149.9.
 AE3503'IT IS 65.0 FT (19.8 M) NORTH OF TRUNK HIGHWAY 12, 200.0 FT (61.0 M)
 AE3503'WEST OF OLD CRYSTAL BAY ROAD, 25.6 FT (7.8 M) SOUTH OF SOUTH GATE TO
 AE3503'TENNIS COURT AT ORONO PUBLIC SCHOOLS, 28.0 FT (8.5 M) NORTH OF NORTH
 AE3503'EDGE OF TRUNK HIGHWAY 12, 21.5 FT (6.6 M) WEST OF 18 INCH (46 CM) ASH
 AE3503'TREE, 24.1 FT (7.3 M) EAST OF 15 INCH (38 CM) ASH TREE, 1.0 FT (0.3 M)
 AE3503'SOUTH OF A WITNESS POST.
 AE3503
 AE3503                          STATION RECOVERY (2019)
 AE3503
 AE3503'RECOVERY NOTE BY US POWER SQUADRON 2019 (JL)
 AE3503'RECOVERED IN GOOD CONDITION.
 AE3503
 AE3503                          STATION RECOVERY (2025)
 AE3503
 AE3503'RECOVERY NOTE BY US POWER SQUADRON 2025 (SMB)
 AE3503'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DJ2308 ***********************************************************************
 DJ2308  DESIGNATION -  2714 L
 DJ2308  PID         -  DJ2308
 DJ2308  STATE/COUNTY-  MN/HENNEPIN
 DJ2308  COUNTRY     -  US
 DJ2308  USGS QUAD   -  HOPKINS (2019)
 DJ2308
 DJ2308                         *CURRENT SURVEY CONTROL
 DJ2308  ______________________________________________________________________
 DJ2308* NAD 83(1986) POSITION- 44 58 16.98   (N) 093 29 34.18   (W)   HD_HELD1
 DJ2308* NAVD 88 ORTHO HEIGHT -   303.431 (meters)      995.51  (feet) ADJUSTED
 DJ2308  ______________________________________________________________________
 DJ2308  GEOID HEIGHT    -        -26.927 (meters)                     GEOID18
 DJ2308  DYNAMIC HEIGHT  -        303.427 (meters)      995.49  (feet) COMP
 DJ2308  MODELED GRAVITY -    980,594.4   (mgal)                       NAVD 88
 DJ2308
 DJ2308  VERT ORDER      -  SECOND    CLASS I
 DJ2308
 DJ2308.The horizontal coordinates were determined by differentially corrected
 DJ2308.hand held GPS observations or other comparable positioning techniques
 DJ2308.and have an estimated accuracy of +/- 3 meters.
 DJ2308
 DJ2308.The orthometric height was determined by differential leveling and
 DJ2308.adjusted by the NATIONAL GEODETIC SURVEY
 DJ2308.in May 2010.
 DJ2308
 DJ2308.Significant digits in the geoid height do not necessarily reflect accuracy.
 DJ2308.GEOID18 height accuracy estimate available here.
 DJ2308
 DJ2308.Click photographs - Photos may exist for this station.
 DJ2308
 DJ2308.The dynamic height is computed by dividing the NAVD 88
 DJ2308.geopotential number by the normal gravity value computed on the
 DJ2308.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ2308.degrees latitude (g = 980.6199 gals.).
 DJ2308
 DJ2308.The modeled gravity was interpolated from observed gravity values.
 DJ2308
 DJ2308;                    North         East    Units  Estimated Accuracy
 DJ2308;SPC MN S     -   319,170.8     840,006.8     MT  (+/- 3 meters HH1 GPS) 
 DJ2308
 DJ2308_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK6113879889(NAD 83)
 DJ2308
 DJ2308                          SUPERSEDED SURVEY CONTROL
 DJ2308
 DJ2308.No superseded survey control is available for this station.
 DJ2308
 DJ2308_MARKER: DB = BENCH MARK DISK
 DJ2308_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DJ2308_SP_SET: BRIDGE ABUTMENT
 DJ2308_STAMPING: 2714 L 1974
 DJ2308_MARK LOGO: MNHD
 DJ2308_MAGNETIC: N = NO MAGNETIC MATERIAL
 DJ2308_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DJ2308_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DJ2308+SATELLITE: SATELLITE OBSERVATIONS - October 12, 2019
 DJ2308
 DJ2308  HISTORY     - Date     Condition        Report By
 DJ2308  HISTORY     - 1974     MONUMENTED       MNHD
 DJ2308  HISTORY     - 1986     GOOD             MNDT
 DJ2308  HISTORY     - 19930504 GOOD             MNDT
 DJ2308  HISTORY     - 20191012 GOOD             USPSQD
 DJ2308
 DJ2308                          STATION DESCRIPTION
 DJ2308
 DJ2308'DESCRIBED BY MN DEPT OF TRANSP 1986 (EGS)
 DJ2308'THE MARK IS LOCATED IN THE CITY OF WAYZATA, 1.7 MILES WEST ALONG TRUNK
 DJ2308'HIGHWAY 12 FROM ITS JUNCTION WITH INTERSTATE HIGHWAY 494, AT THE
 DJ2308'JUNCTION OF COUNTY ROAD 15 AND IN THE NW 1/4 OF SECTION 5, T117N,
 DJ2308'R22W.  THE MARK, A STANDARD MNDT BENCH MARK DISK STAMPED---2714 L
 DJ2308'1974---, IS SET IN THE SOUTHEAST CORNER OF BRIDGE ABUTMENT NUMBER
 DJ2308'27009 (HIGHWAY 12 OVER COUNTY ROAD 15) AT HIGHWAY 12 MILEPOINT 155.3
 DJ2308'AND AT THE EAST JUNCTION OF TRUNK HIGHWAY 101.
 DJ2308
 DJ2308                          STATION RECOVERY (1993)
 DJ2308
 DJ2308'RECOVERY NOTE BY MN DEPT OF TRANSP 1993 (WAS)
 DJ2308'MARK RECOVERED AS FORMERLY DESCRIBED.
 DJ2308
 DJ2308                          STATION RECOVERY (2019)
 DJ2308
 DJ2308'RECOVERY NOTE BY US POWER SQUADRON 2019 (JL)
 DJ2308'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DJ2309 ***********************************************************************
 DJ2309  DESIGNATION -  2714 M
 DJ2309  PID         -  DJ2309
 DJ2309  STATE/COUNTY-  MN/HENNEPIN
 DJ2309  COUNTRY     -  US
 DJ2309  USGS QUAD   -  EXCELSIOR (2019)
 DJ2309
 DJ2309                         *CURRENT SURVEY CONTROL
 DJ2309  ______________________________________________________________________
 DJ2309* NAD 83(1986) POSITION- 44 58 32.36   (N) 093 30 07.05   (W)   HD_HELD1
 DJ2309* NAVD 88 ORTHO HEIGHT -   293.442 (meters)      962.73  (feet) ADJUSTED
 DJ2309  ______________________________________________________________________
 DJ2309  GEOID HEIGHT    -        -26.944 (meters)                     GEOID18
 DJ2309  DYNAMIC HEIGHT  -        293.438 (meters)      962.72  (feet) COMP
 DJ2309  MODELED GRAVITY -    980,591.7   (mgal)                       NAVD 88
 DJ2309
 DJ2309  VERT ORDER      -  SECOND    CLASS I
 DJ2309
 DJ2309.The horizontal coordinates were determined by differentially corrected
 DJ2309.hand held GPS observations or other comparable positioning techniques
 DJ2309.and have an estimated accuracy of +/- 3 meters.
 DJ2309
 DJ2309.The orthometric height was determined by differential leveling and
 DJ2309.adjusted by the NATIONAL GEODETIC SURVEY
 DJ2309.in May 2010.
 DJ2309
 DJ2309.Significant digits in the geoid height do not necessarily reflect accuracy.
 DJ2309.GEOID18 height accuracy estimate available here.
 DJ2309
 DJ2309.Click photographs - Photos may exist for this station.
 DJ2309
 DJ2309.The dynamic height is computed by dividing the NAVD 88
 DJ2309.geopotential number by the normal gravity value computed on the
 DJ2309.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ2309.degrees latitude (g = 980.6199 gals.).
 DJ2309
 DJ2309.The modeled gravity was interpolated from observed gravity values.
 DJ2309
 DJ2309;                    North         East    Units  Estimated Accuracy
 DJ2309;SPC MN S     -   319,641.1     839,283.7     MT  (+/- 3 meters HH1 GPS) 
 DJ2309
 DJ2309_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK6042180368(NAD 83)
 DJ2309
 DJ2309                          SUPERSEDED SURVEY CONTROL
 DJ2309
 DJ2309.No superseded survey control is available for this station.
 DJ2309
 DJ2309_MARKER: DB = BENCH MARK DISK
 DJ2309_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DJ2309_SP_SET: BRIDGE ABUTMENT
 DJ2309_STAMPING: 2714 M 1974
 DJ2309_MARK LOGO: MNHD
 DJ2309_MAGNETIC: N = NO MAGNETIC MATERIAL
 DJ2309_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DJ2309_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DJ2309+SATELLITE: SATELLITE OBSERVATIONS - June 24, 2008
 DJ2309
 DJ2309  HISTORY     - Date     Condition        Report By
 DJ2309  HISTORY     - 1974     MONUMENTED       MNHD
 DJ2309  HISTORY     - 1986     GOOD             MNDT
 DJ2309  HISTORY     - 19930504 GOOD             MNDT
 DJ2309  HISTORY     - 20080624 GOOD             MNDT
 DJ2309
 DJ2309                          STATION DESCRIPTION
 DJ2309
 DJ2309'DESCRIBED BY MN DEPT OF TRANSP 1986 (EGS)
 DJ2309'THE MARK IS LOCATED IN THE CITY OF WAYZATA, 2.0 MILES WEST ALONG TRUNK
 DJ2309'HIGHWAY 12 FROM ITS JUNCTION WITH INTERSTATE HIGHWAY 494 AND IN THE NW
 DJ2309'1/4 OF SECTION 5, T117N, R22W.  THE MARK, A STANDARD MNDT BENCH MARK
 DJ2309'DISK STAMPED---2714 M 1974---, IS SET IN THE SOUTHEAST ABUTMENT CORNER
 DJ2309'OF BRIDGE NUMBER 27133 (TRUNK HIGHWAY 101 OVER TRUNK HIGHWAY 12) AT
 DJ2309'HIGHWAY 12 MILEPOINT 154.9.
 DJ2309
 DJ2309                          STATION RECOVERY (1993)
 DJ2309
 DJ2309'RECOVERY NOTE BY MN DEPT OF TRANSP 1993 (WAS)
 DJ2309'MARK RECOVERED AS FORMERLY DESCRIBED.
 DJ2309
 DJ2309                          STATION RECOVERY (2008)
 DJ2309
 DJ2309'RECOVERY NOTE BY MN DEPT OF TRANSP 2008 (PJG)
 DJ2309'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 AE6990 ***********************************************************************
 AE6990  DESIGNATION -  2716 A
 AE6990  PID         -  AE6990
 AE6990  STATE/COUNTY-  MN/HENNEPIN
 AE6990  COUNTRY     -  US
 AE6990  USGS QUAD   -  SAINT PAUL WEST (2019)
 AE6990
 AE6990                         *CURRENT SURVEY CONTROL
 AE6990  ______________________________________________________________________
 AE6990* NAD 83(1986) POSITION- 44 53 43.90   (N) 093 14 48.66   (W)   HD_HELD1
 AE6990* NAVD 88 ORTHO HEIGHT -   257.094 (meters)      843.48  (feet) ADJUSTED
 AE6990  ______________________________________________________________________
 AE6990  GEOID HEIGHT    -        -27.177 (meters)                     GEOID18
 AE6990  DYNAMIC HEIGHT  -        257.086 (meters)      843.46  (feet) COMP
 AE6990  MODELED GRAVITY -    980,578.9   (mgal)                       NAVD 88
 AE6990
 AE6990  VERT ORDER      -  SECOND    CLASS I
 AE6990
 AE6990.The horizontal coordinates were determined by differentially corrected
 AE6990.hand held GPS observations or other comparable positioning techniques
 AE6990.and have an estimated accuracy of +/- 3 meters.
 AE6990
 AE6990.The orthometric height was determined by differential leveling and
 AE6990.adjusted by the NATIONAL GEODETIC SURVEY
 AE6990.in September 2013.
 AE6990
 AE6990.No vertical observational check was made to the station.
 AE6990
 AE6990.Significant digits in the geoid height do not necessarily reflect accuracy.
 AE6990.GEOID18 height accuracy estimate available here.
 AE6990
 AE6990.Click photographs - Photos may exist for this station.
 AE6990
 AE6990.The dynamic height is computed by dividing the NAVD 88
 AE6990.geopotential number by the normal gravity value computed on the
 AE6990.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE6990.degrees latitude (g = 980.6199 gals.).
 AE6990
 AE6990.The modeled gravity was interpolated from observed gravity values.
 AE6990
 AE6990;                    North         East    Units  Estimated Accuracy
 AE6990;SPC MN S     -   310,891.3     859,487.2     MT  (+/- 3 meters HH1 GPS) 
 AE6990
 AE6990_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK8050971374(NAD 83)
 AE6990
 AE6990                          SUPERSEDED SURVEY CONTROL
 AE6990
 AE6990  NAVD 88 (04/06/98)  257.097  (m)          843.49   (f) SUPERSEDED  2 2
 AE6990
 AE6990.Superseded values are not recommended for survey control.
 AE6990
 AE6990.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE6990.See file dsdata.pdf to determine how the superseded data were derived.
 AE6990
 AE6990_MARKER: DB = BENCH MARK DISK
 AE6990_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 AE6990_SP_SET: BRIDGE ABUTMENT
 AE6990_STAMPING: 2716 A 1979
 AE6990_MARK LOGO: MNHD
 AE6990_MAGNETIC: N = NO MAGNETIC MATERIAL
 AE6990_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AE6990_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AE6990+SATELLITE: SATELLITE OBSERVATIONS - April 08, 2015
 AE6990
 AE6990  HISTORY     - Date     Condition        Report By
 AE6990  HISTORY     - 19790401 MONUMENTED       MNHD
 AE6990  HISTORY     - 20070626 GOOD             MNDT
 AE6990  HISTORY     - 20091015 GOOD             MNDT
 AE6990  HISTORY     - 20150408 GOOD             MNDT
 AE6990
 AE6990                          STATION DESCRIPTION
 AE6990
 AE6990'DESCRIBED BY MN HIGHWAY DEPT 1979 (EGS)
 AE6990'THE MARK IS LOCATED IN THE CITY OF RICHFIELD AT THE JUNCTION OF TRUNK
 AE6990'HIGHWAY 77 (CEDAR AVENUE) AND COUNTY ROAD 62 (CROSSTOWN FREEWAY) AND
 AE6990'IN THE SW 1/4 OF SECTION 24, T28N, R24W.  THE MARK, A STANDARD MNDT
 AE6990'BENCH MARK DISK STAMPED---2716 A 1979---, IS SET IN THE SOUTHEAST
 AE6990'CORNER OF BRIDGE NUMBER 27022 (COUNTY ROAD 62 OVER HIGHWAY 77) AND IS
 AE6990'AT HIGHWAY 77 MILEPOINT 5.25.
 AE6990
 AE6990                          STATION RECOVERY (2007)
 AE6990
 AE6990'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (BLB)
 AE6990'THE MARK IS LOCATED ABOUT 8.3 MI (13.4 KM) WEST-SOUTHWEST OF SAINT
 AE6990'PAUL, 5.9 MI (9.5 KM) SOUTH OF MINNEAPOLIS AND 4.5 MI (7.2 KM)
 AE6990'NORTHEAST OF BLOOMINGTON.
 AE6990'
 AE6990'TO REACH TO THE MARK IN RICHFIELD, IN SOUTHEAST CORNER OF EASTBOUND
 AE6990'COUNTY ROAD 62 BRIDGE 27022 OVER TRUNK HIGHWAY 77 (CEDAR AVENUE), AT
 AE6990'TRUNK HIGHWAY 77 MILE POINT 5.25.
 AE6990
 AE6990                          STATION RECOVERY (2009)
 AE6990
 AE6990'RECOVERY NOTE BY MN DEPT OF TRANSP 2009 (JBG)
 AE6990'THE MARK IS IN RICHFIELD.
 AE6990'
 AE6990'THE MARK IS IN SOUTHEAST CORNER OF EASTBOUND TRUNK HIGHWAY 62 BRIDGE
 AE6990'NUMBER 27022 OVER TRUNK HIGHWAY 77 (CEDAR AVENUE), AT TRUNK HIGHWAY 77
 AE6990'MILE POINT 5.25.
 AE6990
 AE6990                          STATION RECOVERY (2015)
 AE6990
 AE6990'RECOVERY NOTE BY MN DEPT OF TRANSP 2015 (KMS)
 AE6990'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DL6705 ***********************************************************************
 DL6705  DESIGNATION -  2721 AA
 DL6705  PID         -  DL6705
 DL6705  STATE/COUNTY-  MN/HENNEPIN
 DL6705  COUNTRY     -  US
 DL6705  USGS QUAD   -  OSSEO (2019)
 DL6705
 DL6705                         *CURRENT SURVEY CONTROL
 DL6705  ______________________________________________________________________
 DL6705* NAD 83(2011) POSITION- 45 06 40.47023(N) 093 23 46.13017(W)   ADJUSTED
 DL6705* NAD 83(2011) ELLIP HT-   243.401 (meters)        (06/27/12)   ADJUSTED
 DL6705* NAD 83(2011) EPOCH   -  2010.00
 DL6705* NAVD 88 ORTHO HEIGHT -   270.877 (meters)      888.70  (feet) ADJUSTED
 DL6705  ______________________________________________________________________
 DL6705  GEOID HEIGHT    -        -27.476 (meters)                     GEOID18
 DL6705  NAD 83(2011) X  -   -267,110.513 (meters)                     COMP
 DL6705  NAD 83(2011) Y  - -4,501,093.821 (meters)                     COMP
 DL6705  NAD 83(2011) Z  -  4,496,254.048 (meters)                     COMP
 DL6705  LAPLACE CORR    -          4.40  (seconds)                    DEFLEC18
 DL6705  DYNAMIC HEIGHT  -        270.867 (meters)      888.67  (feet) COMP
 DL6705  MODELED GRAVITY -    980,575.0   (mgal)                       NAVD 88
 DL6705
 DL6705  VERT ORDER      -  SECOND    CLASS I
 DL6705
 DL6705  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DL6705  Standards:
 DL6705         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DL6705            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DL6705  -------------------------------------------------------------------
 DL6705  NETWORK    0.20   0.33           0.09   0.07   0.17      0.01440886
 DL6705  -------------------------------------------------------------------
 DL6705  Click here for local accuracies and other accuracy information.
 DL6705
 DL6705.The horizontal coordinates were established by GPS observations
 DL6705.and adjusted by the National Geodetic Survey in June 2012.
 DL6705
 DL6705.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DL6705.been affixed to the stable North American tectonic plate. See 
 DL6705.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DL6705
 DL6705.The horizontal coordinates are valid at the epoch date displayed above
 DL6705.which is a decimal equivalence of Year/Month/Day.
 DL6705
 DL6705.The orthometric height was determined by differential leveling and
 DL6705.adjusted by the NATIONAL GEODETIC SURVEY
 DL6705.in September 2013.
 DL6705
 DL6705.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL6705.GEOID18 height accuracy estimate available here.
 DL6705
 DL6705.Click photographs - Photos may exist for this station.
 DL6705
 DL6705.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DL6705
 DL6705.The Laplace correction was computed from DEFLEC18 derived deflections.
 DL6705
 DL6705.The ellipsoidal height was determined by GPS observations
 DL6705.and is referenced to NAD 83.
 DL6705
 DL6705.The dynamic height is computed by dividing the NAVD 88
 DL6705.geopotential number by the normal gravity value computed on the
 DL6705.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL6705.degrees latitude (g = 980.6199 gals.).
 DL6705
 DL6705.The modeled gravity was interpolated from observed gravity values.
 DL6705
 DL6705. The following values were computed from the NAD 83(2011) position.
 DL6705
 DL6705;                    North         East     Units Scale Factor Converg.
 DL6705;SPC MN S     -   334,764.518   847,518.211   MT  0.99997867   +0 25 23.7
 DL6705;SPC MN S     - 1,098,306.59  2,780,566.00   sFT  0.99997867   +0 25 23.7
 DL6705;UTM  15      - 4,995,384.391   468,838.011   MT  0.99961194   -0 16 50.4
 DL6705
 DL6705!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DL6705!SPC MN S     -   0.99996184  x   0.99997867  =   0.99994051
 DL6705!UTM  15      -   0.99996184  x   0.99961194  =   0.99957379
 DL6705
 DL6705:                Primary Azimuth Mark                     Grid Az
 DL6705:SPC MN S     -  2750 AC                                  052 00 56.7
 DL6705:UTM  15      -  2750 AC                                  052 43 10.8
 DL6705
 DL6705_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK6883895384(NAD 83)
 DL6705
 DL6705|---------------------------------------------------------------------|
 DL6705| PID    Reference Object                     Distance      Geod. Az  |
 DL6705|                                                           dddmmss.s |
 DL6705| DL6714 2750 AC                             416.027 METERS 0522620.4 |
 DL6705| DL6713 2750 AB                             318.786 METERS 10251     |
 DL6705| DL6711 2721 Z                              292.463 METERS 14101     |
 DL6705| DL6709 2721 X                              251.946 METERS 16238     |
 DL6705| DL6710 2721 Y                              302.846 METERS 18154     |
 DL6705|---------------------------------------------------------------------|
 DL6705
 DL6705                          SUPERSEDED SURVEY CONTROL
 DL6705
 DL6705  NAD 83(2007)-  45 06 40.47053(N)    093 23 46.13095(W) AD(2002.00) 1
 DL6705  ELLIP H (03/18/10)  243.410  (m)                       GP(2002.00) 3 2
 DL6705  NAVD 88             270.88   (m)          888.7    (f) LEVELING    3  
 DL6705
 DL6705.Superseded values are not recommended for survey control.
 DL6705
 DL6705.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL6705.See file dsdata.pdf to determine how the superseded data were derived.
 DL6705
 DL6705_MARKER: I = METAL ROD
 DL6705_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DL6705_STAMPING: 2721 AA 2008
 DL6705_MARK LOGO: MNDT
 DL6705_PROJECTION: RECESSED 5 CENTIMETERS
 DL6705_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DL6705_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL6705_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL6705+SATELLITE: SATELLITE OBSERVATIONS - May 29, 2012
 DL6705_ROD/PIPE-DEPTH: 15.2 meters
 DL6705
 DL6705  HISTORY     - Date     Condition        Report By
 DL6705  HISTORY     - 20080609 MONUMENTED       MNDT
 DL6705  HISTORY     - 2008     GOOD             MNDT
 DL6705  HISTORY     - 20120529 GOOD             MNDT
 DL6705
 DL6705                          STATION DESCRIPTION
 DL6705
 DL6705'DESCRIBED BY MN DEPT OF TRANSP 2008
 DL6705'THE MARK IS IN OSSEO, 0.2 MILE NORTHWEST ALONG COUNTY ROAD 81 FROM THE
 DL6705'JUNCTION OF COUNTY ROAD 81 AND COUNTY ROAD 109 (85TH AVENUE NORTH),
 DL6705'57.8 FEET NORTH-NORTHEAST OF LEFT TURN LANE SIGN, 45.4 FEET EAST OF
 DL6705'SOUTHBOUND COUNTY ROAD 81, 33.6 FEET SOUTHWEST OF NORTHBOUND COUNTY
 DL6705'ROAD 81, IN THE MEDIAN, 57.8 FEET NORTH-NORTHEAST OF WITNESS POST.
 DL6705
 DL6705                          STATION RECOVERY (2008)
 DL6705
 DL6705'RECOVERY NOTE BY MN DEPT OF TRANSP 2008 (PJG)
 DL6705'RECOVERED AS DESCRIBED.
 DL6705
 DL6705                          STATION RECOVERY (2012)
 DL6705
 DL6705'RECOVERY NOTE BY MN DEPT OF TRANSP 2012 (JXJ)
 DL6705'IN OSSEO, 0.2 MILE NORTHWEST ALONG COUNTY ROAD 81 FROM THE JUNCTION OF
 DL6705'COUNTY ROAD 81 AND COUNTY ROAD 109 (85TH AVENUE NORTH), 57.8 FEET
 DL6705'NORTH-NORTHEAST OF LEFT TURN LANE SIGN, 45.4 FEET EAST OF SOUTHBOUND
 DL6705'COUNTY ROAD 81, 33.6 FEET SOUTHWEST OF NORTHBOUND COUNTY ROAD 81, IN
 DL6705'THE MEDIAN, 1.4 FEET NORTHWEST OF WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 QO2328 ***********************************************************************
 QO2328  DESIGNATION -  2721 F
 QO2328  PID         -  QO2328
 QO2328  STATE/COUNTY-  MN/HENNEPIN
 QO2328  COUNTRY     -  US
 QO2328  USGS QUAD   -  OSSEO (2019)
 QO2328
 QO2328                         *CURRENT SURVEY CONTROL
 QO2328  ______________________________________________________________________
 QO2328* NAD 83(2011) POSITION- 45 05 16.50961(N) 093 22 49.52932(W)   ADJUSTED
 QO2328* NAD 83(2011) ELLIP HT-   240.581 (meters)        (06/27/12)   ADJUSTED
 QO2328* NAD 83(2011) EPOCH   -  2010.00
 QO2328* NAVD 88 ORTHO HEIGHT -   267.918 (meters)      878.99  (feet) ADJUSTED
 QO2328  ______________________________________________________________________
 QO2328  GEOID HEIGHT    -        -27.327 (meters)                     GEOID18
 QO2328  NAD 83(2011) X  -   -265,983.507 (meters)                     COMP
 QO2328  NAD 83(2011) Y  - -4,502,997.773 (meters)                     COMP
 QO2328  NAD 83(2011) Z  -  4,494,422.416 (meters)                     COMP
 QO2328  LAPLACE CORR    -          2.86  (seconds)                    DEFLEC18
 QO2328  DYNAMIC HEIGHT  -        267.912 (meters)      878.97  (feet) COMP
 QO2328  MODELED GRAVITY -    980,586.4   (mgal)                       NAVD 88
 QO2328
 QO2328  VERT ORDER      -  SECOND    CLASS I
 QO2328
 QO2328  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 QO2328  Standards:
 QO2328         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 QO2328            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 QO2328  -------------------------------------------------------------------
 QO2328  NETWORK    0.50   0.63           0.23   0.17   0.32     -0.01552624
 QO2328  -------------------------------------------------------------------
 QO2328  Click here for local accuracies and other accuracy information.
 QO2328
 QO2328.The horizontal coordinates were established by GPS observations
 QO2328.and adjusted by the National Geodetic Survey in June 2012.
 QO2328
 QO2328.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 QO2328.been affixed to the stable North American tectonic plate. See 
 QO2328.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 QO2328
 QO2328.The horizontal coordinates are valid at the epoch date displayed above
 QO2328.which is a decimal equivalence of Year/Month/Day.
 QO2328
 QO2328.The orthometric height was determined by differential leveling and
 QO2328.adjusted by the NATIONAL GEODETIC SURVEY
 QO2328.in September 2013.
 QO2328
 QO2328.No vertical observational check was made to the station.
 QO2328
 QO2328.Significant digits in the geoid height do not necessarily reflect accuracy.
 QO2328.GEOID18 height accuracy estimate available here.
 QO2328
 QO2328.Click photographs - Photos may exist for this station.
 QO2328
 QO2328.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 QO2328
 QO2328.The Laplace correction was computed from DEFLEC18 derived deflections.
 QO2328
 QO2328.The ellipsoidal height was determined by GPS observations
 QO2328.and is referenced to NAD 83.
 QO2328
 QO2328.The dynamic height is computed by dividing the NAVD 88
 QO2328.geopotential number by the normal gravity value computed on the
 QO2328.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QO2328.degrees latitude (g = 980.6199 gals.).
 QO2328
 QO2328.The modeled gravity was interpolated from observed gravity values.
 QO2328
 QO2328. The following values were computed from the NAD 83(2011) position.
 QO2328
 QO2328;                    North         East     Units Scale Factor Converg.
 QO2328;SPC MN S     -   332,182.007   848,775.060   MT  0.99997442   +0 26 03.4
 QO2328;SPC MN S     - 1,089,833.80  2,784,689.51   sFT  0.99997442   +0 26 03.4
 QO2328;UTM  15      - 4,992,787.585   470,062.596   MT  0.99961102   -0 16 09.9
 QO2328
 QO2328!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QO2328!SPC MN S     -   0.99996228  x   0.99997442  =   0.99993670
 QO2328!UTM  15      -   0.99996228  x   0.99961102  =   0.99957332
 QO2328
 QO2328:                Primary Azimuth Mark                     Grid Az
 QO2328:SPC MN S     -  2721 W                                   335 31 35.0
 QO2328:UTM  15      -  2721 W                                   336 13 48.3
 QO2328
 QO2328_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK7006292787(NAD 83)
 QO2328
 QO2328|---------------------------------------------------------------------|
 QO2328| PID    Reference Object                     Distance      Geod. Az  |
 QO2328|                                                           dddmmss.s |
 QO2328| DL6708 2721 W                              APPROX. 1.6 KM 3355738.4 |
 QO2328|---------------------------------------------------------------------|
 QO2328
 QO2328                          SUPERSEDED SURVEY CONTROL
 QO2328
 QO2328  NAD 83(2007)-  45 05 16.50995(N)    093 22 49.53023(W) AD(2002.00) 1
 QO2328  ELLIP H (03/18/10)  240.593  (m)                       GP(2002.00) 3 2
 QO2328  NAVD 88             267.92   (m)          879.0    (f) LEVELING    3  
 QO2328  NAVD 88 (06/23/95)  267.914  (m)          878.98   (f) SUPERSEDED  2 2
 QO2328
 QO2328.Superseded values are not recommended for survey control.
 QO2328
 QO2328.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QO2328.See file dsdata.pdf to determine how the superseded data were derived.
 QO2328
 QO2328_MARKER: DV = VERTICAL CONTROL DISK
 QO2328_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 QO2328+WITH SETTING: INTO GROUND
 QO2328_STAMPING: 2721 F 1979
 QO2328_MARK LOGO: MNHD
 QO2328_PROJECTION: FLUSH
 QO2328_MAGNETIC: I = MARKER IS A STEEL ROD
 QO2328_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QO2328_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 QO2328+SATELLITE: SATELLITE OBSERVATIONS - April 02, 2012
 QO2328
 QO2328  HISTORY     - Date     Condition        Report By
 QO2328  HISTORY     - 19791001 MONUMENTED       MNHD
 QO2328  HISTORY     - 19810928 GOOD             MNDT
 QO2328  HISTORY     - 20070730 GOOD             MNDT
 QO2328  HISTORY     - 20080520 GOOD             MNDT
 QO2328  HISTORY     - 20080520 GOOD             MNDT
 QO2328  HISTORY     - 20111228 GOOD             MNDT
 QO2328  HISTORY     - 20120402 GOOD             MNDT
 QO2328
 QO2328                          STATION DESCRIPTION
 QO2328
 QO2328'DESCRIBED BY MN HIGHWAY DEPT 1979
 QO2328'THE MARK IS LOCATED IN THE TOWN OF BROOKLYN PARK, IN THE NE 1/4 OF
 QO2328'SECTION 29, T119N, R21W, ACROSS TRUNK HIGHWAY 52 FROM A ONE STORY
 QO2328'BRICK ROLLER SKATING RINK ADVERTISING THE NAME SKATE LAND, ALONG THE
 QO2328'BURLINGTON NORTHERN RAILROAD, 0.75 MILE NORTHWEST ALONG TRUNK HIGHWAY
 QO2328'52 FROM ITS JUNCTION WITH TRUNK HIGHWAY 94 IN BROOKLN PARK.  THE
 QO2328'MARK, A STANDARD MNDT VERTICAL CONTROL MONUMENT DISK STAMPED---2721 F
 QO2328'1980---, IS SET ON TOP OF 8 FEET OF COPPER-CLAD STEEL (MAGNETIC) ROD
 QO2328'WITH 4 INCHES OF SIGN POST BOLTED TO THE BOTTOM AND SET IN 8 INCHES
 QO2328'OF CONCRETE IN A 6 INCH DIAMETER HOLE.  THE MARK IS 84 FEET SOUTHWEST
 QO2328'OF THE CENTERLINE OF THE EASTBOUND LANE OF TRUNK HIGHWAY 52 AT
 QO2328'MILEPOINT 150.4, 53 FEET NORTHEAST OF THE EAST RAIL OF THE BURLINGTON
 QO2328'NORTHERN RAILROAD, 8 FEET NORTHWEST OF A POWER POLE, AND 1 FOOT EAST
 QO2328'OF STEEL WITNESS POST.
 QO2328
 QO2328                          STATION RECOVERY (1981)
 QO2328
 QO2328'RECOVERY NOTE BY MN DEPT OF TRANSP 1981
 QO2328'THE MARK IS LOCATED IN THE CITY OF BROOKLYN PARK, 0.75 MI (1.21 KM)
 QO2328'NORTHWEST ALONG TRUNK HIGHWAY 52 FROM ITS JUNCTION WITH INTERSTATE
 QO2328'HIGHWAY 94 IN BROOKLYN PARK, NEAR HIGHWAY 52 MILEPOINT 150.4, IN THE
 QO2328'NE 1/4 OF SECTION 29, T119N, R21W.  THE MARK IS 84 FT (25.6 M)
 QO2328'SOUTHWEST OF THE EASTBOUND CENTERLINE OF HIGHWAY 52 ACROSS THE HIGHWAY
 QO2328'FROM THE SKATE LAND 1-STORY BRICK ROLLER RINK, 53 FT (16.2 M)
 QO2328'NORTHEAST OF THE EAST RAIL OF THE RAILROAD, 8 FT (2.4 M) NORTHWEST OF
 QO2328'A STANDARD MNDT VERTICAL CONTROL MARK DISK STAMPED---2721 F 1980---,
 QO2328'IS ON THE TOP OF AN 8 FOOT COPPER-CLAD STEEL ROD WITH 4 INCHES OF
 QO2328'SIGN POST BOLTED ON THE BOTTOM AND SET IN 8 INCHES OF CONCRETE IN THE
 QO2328'BOTTOM OF A 6 INCH DIAMETER HOLE WHICH IS BACKFILLED.
 QO2328
 QO2328                          STATION RECOVERY (2007)
 QO2328
 QO2328'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (JJB)
 QO2328'THE MARK IS LOCATED ABOUT 7.8 MI (12.6 KM) EAST-NORTHEAST OF HAMEL,
 QO2328'7.6 MI (12.2 KM) SOUTH OF ANOKA AND 2.4 MI (3.9 KM) SOUTH-SOUTHEAST OF
 QO2328'OSSEO.
 QO2328'
 QO2328'TO REACH TO THE MARK IN BROOKLYN PARK, 0.75 MI (1.2 KM) NORTHWEST OF
 QO2328'THE JUNCTION OF INTERSTATE HIGHWAY 94 AND TRUNK HIGHWAY 52, AT TRUNK
 QO2328'HIGHWAY 52 MILE POINT 150.4, 84 FT (25.6 M) SOUTHWEST OF EASTBOUND
 QO2328'TRUNK HIGHWAY 52, 53 FT (16.2 M) NORTHEAST OF EAST RAIL OF RAILROAD, 8
 QO2328'FT (2.4 M) NORTHWEST OF POWER POLE, 4.0 FT (1.2 M) WEST OF A WITNESS
 QO2328'POST.
 QO2328
 QO2328                          STATION RECOVERY (2008)
 QO2328
 QO2328'RECOVERY NOTE BY MN DEPT OF TRANSP 2008 (PJG)
 QO2328'THE MARK WAS RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.
 QO2328'THE MARK IS IN BROOKLYN PARK, 0.75 MILE NORTHWEST ON COUNTY ROAD
 QO2328'81/TRUNK HIGHWAY 278 FROM JUNCTION OF INTERSTATE HIGHWAY 94/TRUNK
 QO2328'HIGHWAY 694 AND COUNTY ROAD 81, 84.0 FEET SOUTHWEST OF EASTBOUND
 QO2328'COUNTY ROAD 81, 53.0 FEET NORTHEAST OF EAST RAIL OF RAILROAD, 8.0 FEET
 QO2328'NORTHWEST OF POWER POLE, 4.0 FEET WEST OF WITNESS POST.
 QO2328
 QO2328                          STATION RECOVERY (2008)
 QO2328
 QO2328'RECOVERY NOTE BY MN DEPT OF TRANSP 2008 (PJG)
 QO2328'THE MARK IS IN BROOKLYN PARK.
 QO2328'
 QO2328'0.75 MI NORTHWEST OF THE JUNCTION OF INTERSTATE HIGHWAY 94/TRUNK
 QO2328'HIGHWAY 694/52 AND COUNTY ROAD 81.
 QO2328'
 QO2328'IT IS 84.0 FT (25.6 M) SOUTHWEST OF EASTBOUND COUNTY ROAD 81, 53 FT
 QO2328'(16.2 M) NORTHEAST OF EAST RAIL OF RAILROAD, 8.0 FT (2.4 M) NORTHWEST
 QO2328'OF POWER POLE, 4.0 FT (1.2 M) WEST OF A WITNESS POST.
 QO2328
 QO2328                          STATION RECOVERY (2011)
 QO2328
 QO2328'RECOVERY NOTE BY MN DEPT OF TRANSP 2011 (PJG)
 QO2328'IN BROOKLYN PARK, 0.75 MILE NORTHWEST ON COUNTY ROAD 81FROM JUNCTION
 QO2328'OF INTERSTATE HIGHWAY 94/TRUNK HIGHWAY 694 AND COUNTY ROAD 81, 84.0
 QO2328'FEET SOUTHWEST OF EASTBOUND COUNTY ROAD 81, 53.0 FEET NORTHEAST OF
 QO2328'EAST RAIL OF RAILROAD, 8.0 FEET NORTHWEST OF POWER POLE, 3.1 FEET WEST
 QO2328'OF WITNESS POST.
 QO2328
 QO2328                          STATION RECOVERY (2012)
 QO2328
 QO2328'RECOVERY NOTE BY MN DEPT OF TRANSP 2012 (KMS)
 QO2328'IN BROOKLYN PARK, 0.75 MI (1.2 KM) NORTHWEST ALONG COUNTY ROAD 81
 QO2328'FROM THE JUNCTION OF COUNTY ROAD 81 AND INTERSTATE HIGHWAY 94/ TRUNK
 QO2328'HIGHWAY 694, 84.0 FT (25.6 M) SOUTHWEST OF EASTBOUND COUNTY ROAD 81,
 QO2328'53.0 FT (16.2 M) NORTHEAST OF EAST RAIL OF RAILROAD TRACKS, 8.0 FT
 QO2328'(2.4 M) NORTHWEST OF POWER POLE, 3.1 FT (0.9 M) WEST OF A WITNESS
 QO2328'POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 QO2329 ***********************************************************************
 QO2329  DESIGNATION -  2721 G
 QO2329  PID         -  QO2329
 QO2329  STATE/COUNTY-  MN/HENNEPIN
 QO2329  COUNTRY     -  US
 QO2329  USGS QUAD   -  OSSEO (2019)
 QO2329
 QO2329                         *CURRENT SURVEY CONTROL
 QO2329  ______________________________________________________________________
 QO2329* NAD 83(2011) POSITION- 45 05 00.12842(N) 093 22 36.11181(W)   ADJUSTED
 QO2329* NAD 83(2011) ELLIP HT-   240.784 (meters)        (06/27/12)   ADJUSTED
 QO2329* NAD 83(2011) EPOCH   -  2010.00
 QO2329* NAVD 88 ORTHO HEIGHT -   268.093 (meters)      879.57  (feet) ADJUSTED
 QO2329  ______________________________________________________________________
 QO2329  GEOID HEIGHT    -        -27.301 (meters)                     GEOID18
 QO2329  NAD 83(2011) X  -   -265,711.689 (meters)                     COMP
 QO2329  NAD 83(2011) Y  - -4,503,372.714 (meters)                     COMP
 QO2329  NAD 83(2011) Z  -  4,494,065.502 (meters)                     COMP
 QO2329  LAPLACE CORR    -          2.50  (seconds)                    DEFLEC18
 QO2329  DYNAMIC HEIGHT  -        268.088 (meters)      879.55  (feet) COMP
 QO2329  MODELED GRAVITY -    980,588.2   (mgal)                       NAVD 88
 QO2329
 QO2329  VERT ORDER      -  SECOND    CLASS I
 QO2329
 QO2329  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 QO2329  Standards:
 QO2329         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 QO2329            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 QO2329  -------------------------------------------------------------------
 QO2329  NETWORK    0.25   0.37           0.11   0.09   0.19     -0.06082518
 QO2329  -------------------------------------------------------------------
 QO2329  Click here for local accuracies and other accuracy information.
 QO2329
 QO2329.The horizontal coordinates were established by GPS observations
 QO2329.and adjusted by the National Geodetic Survey in June 2012.
 QO2329
 QO2329.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 QO2329.been affixed to the stable North American tectonic plate. See 
 QO2329.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 QO2329
 QO2329.The horizontal coordinates are valid at the epoch date displayed above
 QO2329.which is a decimal equivalence of Year/Month/Day.
 QO2329
 QO2329.The orthometric height was determined by differential leveling and
 QO2329.adjusted by the NATIONAL GEODETIC SURVEY
 QO2329.in September 2013.
 QO2329
 QO2329.Significant digits in the geoid height do not necessarily reflect accuracy.
 QO2329.GEOID18 height accuracy estimate available here.
 QO2329
 QO2329.Click photographs - Photos may exist for this station.
 QO2329
 QO2329.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 QO2329
 QO2329.The Laplace correction was computed from DEFLEC18 derived deflections.
 QO2329
 QO2329.The ellipsoidal height was determined by GPS observations
 QO2329.and is referenced to NAD 83.
 QO2329
 QO2329.The dynamic height is computed by dividing the NAVD 88
 QO2329.geopotential number by the normal gravity value computed on the
 QO2329.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QO2329.degrees latitude (g = 980.6199 gals.).
 QO2329
 QO2329.The modeled gravity was interpolated from observed gravity values.
 QO2329
 QO2329. The following values were computed from the NAD 83(2011) position.
 QO2329
 QO2329;                    North         East     Units Scale Factor Converg.
 QO2329;SPC MN S     -   331,678.572   849,072.319   MT  0.99997361   +0 26 12.8
 QO2329;SPC MN S     - 1,088,182.11  2,785,664.77   sFT  0.99997361   +0 26 12.8
 QO2329;UTM  15      - 4,992,280.721   470,353.544   MT  0.99961081   -0 16 00.3
 QO2329
 QO2329!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QO2329!SPC MN S     -   0.99996225  x   0.99997361  =   0.99993586
 QO2329!UTM  15      -   0.99996225  x   0.99961081  =   0.99957307
 QO2329
 QO2329:                Primary Azimuth Mark                     Grid Az
 QO2329:SPC MN S     -  2721 F                                   329 26 23.4
 QO2329:UTM  15      -  2721 F                                   330 08 36.5
 QO2329
 QO2329_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK7035392280(NAD 83)
 QO2329
 QO2329|---------------------------------------------------------------------|
 QO2329| PID    Reference Object                     Distance      Geod. Az  |
 QO2329|                                                           dddmmss.s |
 QO2329| QO2328 2721 F                              APPROX. 0.6 KM 3295236.2 |
 QO2329|---------------------------------------------------------------------|
 QO2329
 QO2329                          SUPERSEDED SURVEY CONTROL
 QO2329
 QO2329  NAD 83(2007)-  45 05 00.12869(N)    093 22 36.11276(W) AD(2002.00) 1
 QO2329  ELLIP H (03/18/10)  240.799  (m)                       GP(2002.00) 3 2
 QO2329  NAVD 88             268.09   (m)          879.6    (f) LEVELING    3  
 QO2329  NAVD 88 (06/23/95)  268.098  (m)          879.58   (f) SUPERSEDED  2 2
 QO2329
 QO2329.Superseded values are not recommended for survey control.
 QO2329
 QO2329.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QO2329.See file dsdata.pdf to determine how the superseded data were derived.
 QO2329
 QO2329_MARKER: DV = VERTICAL CONTROL DISK
 QO2329_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 QO2329+WITH SETTING: INTO GROUND
 QO2329_STAMPING: 2721 G 1979
 QO2329_MARK LOGO: MNHD
 QO2329_PROJECTION: RECESSED 5 CENTIMETERS
 QO2329_MAGNETIC: I = MARKER IS A STEEL ROD
 QO2329_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QO2329_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QO2329+SATELLITE: SATELLITE OBSERVATIONS - May 31, 2012
 QO2329
 QO2329  HISTORY     - Date     Condition        Report By
 QO2329  HISTORY     - 19790401 MONUMENTED       MNHD
 QO2329  HISTORY     - 19810928 GOOD             MNDT
 QO2329  HISTORY     - 20070730 GOOD             MNDT
 QO2329  HISTORY     - 20080520 GOOD             MNDT
 QO2329  HISTORY     - 20080520 GOOD             MNDT
 QO2329  HISTORY     - 20111228 GOOD             MNDT
 QO2329  HISTORY     - 20120531 GOOD             MNDT
 QO2329
 QO2329                          STATION DESCRIPTION
 QO2329
 QO2329'DESCRIBED BY MN HIGHWAY DEPT 1979
 QO2329'THE MARK IS LOCATED IN THE TOWN OF BROOKLYN PARK, IN THE SW 1/4 OF
 QO2329'SECTION 29, T119N, R21W, 0.4 MILE NORTHWEST ALONG TRUNK HIGHWAY 52
 QO2329'FROM ITS JUNCTION WITH TRUNK HIGHWAY 94 IN BROOKLYN PARK.  THE MARK,
 QO2329'A STANDARD MNDT VERTICAL CONTROL MONUMENT DISK STAMPED---2721 G
 QO2329'1980---, IS SET ON TOP OF 8 FEET OF COPPER-CLAD STEEL (MAGNETIC) ROD
 QO2329'WITH 4 INCHES OF SIGN POST BOLTED TO THE BOTTOM AND SET IN 8 INCHES
 QO2329'OF CONCRETE IN A 6 INCH DIAMETER HOLE.  THE MARK IS 54 FEET NORTHEAST
 QO2329'OF THE CENTERLINE OF TRUNK HIGHWAY 52 AT MILEPOINT 150.05, 56 FEET
 QO2329'WEST OF THE CENTERLINE OF COUNTY ROAD 130, 88 FEET SOUTHEAST OF THE
 QO2329'SOUTHEAST CORNER OF A SIGNAL CONTROL BOX, 41 FEET SOUTHEAST OF A
 QO2329'LIGHT POLE, AND 1 FOOT WEST OF A STEEL WITNESS POST.
 QO2329
 QO2329                          STATION RECOVERY (1981)
 QO2329
 QO2329'RECOVERY NOTE BY MN DEPT OF TRANSP 1981
 QO2329'THE MARK IS LOCATED IN THE CITY OF BROOKLYN PARK, 0.4 MI (0.6 KM)
 QO2329'NORTHWEST ALONG TRUNK HIGHWAY 52 FROM ITS JUNCTION WITH INTERSTATE 94
 QO2329'IN BROOKLYN PARK, NEAR HIGHWAY 52 MILEPOINT 150.05, IN THE SW 1/4 OF
 QO2329'SECTION 29, T119N, R21W.  THE MARK IS 88 FT (26.8 M) SOUTHEAST OF
 QO2329'THE SOUTHEAST CORNER OF A SIGNAL CONTROL BOX, 56 FT (17.1 M) WEST OF
 QO2329'THE CENTERLINE OF COUNTY ROAD 130, 54 FT (16.5 M) NORTHEAST OF THE
 QO2329'CENTERLINE OF HIGHWAY 52 WESTBOUND, 41 FT (12.5 M) SOUTHEAST OF A
 QO2329'LIGHT POLE AND 1 FT (0.3 M) WEST OF A STEEL WITNESS POST.  THE MARK,
 QO2329'A STANDARD MNDT VERTICAL CONTROL MARK DISK STAMPED---2721 G 1980---,
 QO2329'IS SET ON THE TOP OF AN 8 FOOT COPPER-CLAD STEEL ROD WITH 4 INCHES OF
 QO2329'SIGN POST BOLTED TO THE BOTTOM AND SET IN 8 INCHES OF CONCRETE IN THE
 QO2329'BOTTOM OF A 6 INCH DIAMETER HOLE WHICH IS THEN BACKFILLED.
 QO2329
 QO2329                          STATION RECOVERY (2007)
 QO2329
 QO2329'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (BLB)
 QO2329'THE MARK IS LOCATED ABOUT 7.9 MI (12.7 KM) SOUTH OF ANOKA, 7.8 MI
 QO2329'(12.6 KM) EAST-NORTHEAST OF HAMEL AND 2.8 MI (4.5 KM) SOUTH-SOUTHEAST
 QO2329'OF OSSEO.
 QO2329'
 QO2329'TO REACH TO THE MARK IN BROOKLYN PARK, 0.4 MI (0.6 KM) NORTHWEST OF
 QO2329'THE JUNCTION OF TRUNK HIGHWAY 52 AND INTERSTATE HIGHWAY 94, 54 FT
 QO2329'(16.5 M) NORTHEAST OF COUNTY ROAD 81, 103.2 FT (31.5 M) WEST-SOUTHWEST
 QO2329'OF WENDYS SIGN, 78.8 FT (24.0 M) SOUTH-SOUTHEAST OF SIGNAL POLE,
 QO2329'SOUTHEAST OF THE JUNCTION COUNTY ROAD 81 AND COUNTY ROAD 8, 41 FT
 QO2329'(12.5 M) SOUTHEAST OF LIGHT POLE, 1.0 FT (0.3 M) WEST OF A WITNESS
 QO2329'POST.
 QO2329
 QO2329                          STATION RECOVERY (2008)
 QO2329
 QO2329'RECOVERY NOTE BY MN DEPT OF TRANSP 2008 (PJG)
 QO2329'THE MARK WAS RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.
 QO2329'THE MARK IS IN BROOKLYN PARK, 0.4 MILE NORTHWEST ON COUNTY ROAD 81
 QO2329'FROM JUNCTION OF TRUNK HIGHWAY 81 AND INTERSTATE HIGHWAY 94, SOUTHEAST
 QO2329'OF JUNCTION COUNTY ROAD 81 AND COUNTY ROAD 8, 103.2 FEET
 QO2329'WEST-SOUTHWEST OF WENDYS SIGN, 78.8 FEET SOUTH-SOUTHEAST OF SIGNAL
 QO2329'POLE, 54.0 FEET NORTHEAST OF COUNTY ROAD 81, 41.0 FEET SOUTHEAST OF
 QO2329'LIGHT POLE, 1.0 FOOT WEST OF WITNESS POST.
 QO2329
 QO2329                          STATION RECOVERY (2008)
 QO2329
 QO2329'RECOVERY NOTE BY MN DEPT OF TRANSP 2008 (PJG)
 QO2329'RECOVERED AS DESCRIBED.
 QO2329
 QO2329                          STATION RECOVERY (2011)
 QO2329
 QO2329'RECOVERY NOTE BY MN DEPT OF TRANSP 2011 (PJG)
 QO2329'IN BROOKLYN PARK, 0.4 MILE NORTHWEST ON COUNTY ROAD 81 FROM JUNCTION
 QO2329'OF TRUNK HIGHWAY 81 AND INTERSTATE HIGHWAY 94, SOUTHEAST OF JUNCTION
 QO2329'COUNTY ROAD 81 AND COUNTY ROAD 8, 103.2 FEET WEST-SOUTHWEST OF WENDY'S
 QO2329'RESTAURANT SIGN, 110.0 FEET SOUTHEAST OF COUNTY ROAD 8, 78.8 FEET
 QO2329'SOUTH-SOUTHEAST OF SIGNAL POLE, 54.0 FEET NORTHEAST OF COUNTY ROAD 81,
 QO2329'41.0 FEET SOUTHEAST OF LIGHT POLE, 1.0 FOOT WEST OF WITNESS POST.
 QO2329
 QO2329                          STATION RECOVERY (2012)
 QO2329
 QO2329'RECOVERY NOTE BY MN DEPT OF TRANSP 2012 (JXM)
 QO2329'IN BROOKLYN PARK, 0.4 MILE NORTHWEST ON COUNTY ROAD 81 FROM JUNCTION
 QO2329'OF TRUNK HIGHWAY 81 AND INTERSTATE HIGHWAY 94, SOUTHEAST OF JUNCTION
 QO2329'COUNTY ROAD 81 AND COUNTY ROAD 8, 103.2 FEET WEST-SOUTHWEST OF WENDY'S
 QO2329'RESTAURANT SIGN, 110.0 FEET SOUTHEAST OF COUNTY ROAD 8, 78.8 FEET
 QO2329'SOUTH-SOUTHEAST OF SIGNAL POLE, 54.0 FEET NORTHEAST OF COUNTY ROAD 81,
 QO2329'41.0 FEET SOUTHEAST OF LIGHT POLE, 1.0 FOOT WEST OF WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 QO2365 ***********************************************************************
 QO2365  DESIGNATION -  2721 J
 QO2365  PID         -  QO2365
 QO2365  STATE/COUNTY-  MN/HENNEPIN
 QO2365  COUNTRY     -  US
 QO2365  USGS QUAD   -  MINNEAPOLIS NORTH (2019)
 QO2365
 QO2365                         *CURRENT SURVEY CONTROL
 QO2365  ______________________________________________________________________
 QO2365* NAD 83(1986) POSITION- 45 03 53.     (N) 093 21 53.     (W)   SCALED
 QO2365* NAVD 88 ORTHO HEIGHT -   266.974 (meters)      875.90  (feet) ADJUSTED
 QO2365  ______________________________________________________________________
 QO2365  GEOID HEIGHT    -        -27.212 (meters)                     GEOID18
 QO2365  DYNAMIC HEIGHT  -        266.970 (meters)      875.88  (feet) COMP
 QO2365  MODELED GRAVITY -    980,593.4   (mgal)                       NAVD 88
 QO2365
 QO2365  VERT ORDER      -  SECOND    CLASS II
 QO2365
 QO2365.The horizontal coordinates were scaled from a map and have
 QO2365.an estimated accuracy of +/- 6 seconds.
 QO2365
 QO2365.The orthometric height was determined by differential leveling and
 QO2365.adjusted by the NATIONAL GEODETIC SURVEY
 QO2365.in June 1995.
 QO2365
 QO2365.Significant digits in the geoid height do not necessarily reflect accuracy.
 QO2365.GEOID18 height accuracy estimate available here.
 QO2365
 QO2365.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK712902(NAD 83)
 QO2365
 QO2365                          SUPERSEDED SURVEY CONTROL
 QO2365
 QO2365.No superseded survey control is available for this station.
 QO2365
 QO2365_MARKER: DV = VERTICAL CONTROL DISK
 QO2365_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 QO2365+WITH SETTING: INTO GROUND
 QO2365_STAMPING: 2721 J 1980
 QO2365_MARK LOGO: MNHD
 QO2365_MAGNETIC: I = MARKER IS A STEEL ROD
 QO2365_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QO2365
 QO2365  HISTORY     - Date     Condition        Report By
 QO2365  HISTORY     - 1980     MONUMENTED       MNHD
 QO2365  HISTORY     - 20070801 MARK NOT FOUND   MNDT
 QO2365
 QO2365                          STATION DESCRIPTION
 QO2365
 QO2365'DESCRIBED BY MN HIGHWAY DEPT 1980
 QO2365'THE MARK IS LOCATED IN THE TOWN OF CRYSTAL, IN THE NE 1/4 OF SECTION
 QO2365'5, T118N, R21W, 1.1 MI (1.8 KM) SOUTHEAST ALONG TRUNK HIGHWAY 52 FROM
 QO2365'ITS JUNCTION WITH INTERSTATE HIGHWAY 94 IN BROOKLYN PARK.  THE MARK,
 QO2365'A STANDARD MNDT VERTICAL CONTROL MONUMENT DISK STAMPED---2721 J
 QO2365'1980---, IS SET ON TOP OF 8 FEET OF COPPER-CLAD STEEL (MAGNETIC) ROD
 QO2365'WITH 4 INCHES OF SIGN POST BOLTED THE THE BOTTOM AND SET IN 8 INCHES
 QO2365'OF CONCRETE IN A 6 INCH DIAMETER HOLE THAT IS FLUSH WITH SURFACE OF
 QO2365'THE GROUND.  THE MARK IS AT TRUNK HIGHWAY 52 MILEPOINT 148.55, 21 FT
 QO2365'(6.4 M) EAST OF THE CENTERLINE OF THE EAST FRONTAGE ROAD, 21 FT
 QO2365'(6.4 M) SOUTHEAST OF A TELEPHONE POLE, AND 3 FT (0.9 M) WEST OF THE
 QO2365'NORTHWEST CORNER OF THE BITUMINOUS PARKING LOT OF BUILDING NUMBER
 QO2365'6048 NAMED VILLAGE BUILDERS.
 QO2365
 QO2365                          STATION RECOVERY (2007)
 QO2365
 QO2365'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (BLB)
 QO2365'THE MARK WAS NOT RECOVERED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 QO2366 ***********************************************************************
 QO2366  DESIGNATION -  2721 K
 QO2366  PID         -  QO2366
 QO2366  STATE/COUNTY-  MN/HENNEPIN
 QO2366  COUNTRY     -  US
 QO2366  USGS QUAD   -  MINNEAPOLIS NORTH (2019)
 QO2366
 QO2366                         *CURRENT SURVEY CONTROL
 QO2366  ______________________________________________________________________
 QO2366* NAD 83(2011) POSITION- 45 03 30.50159(N) 093 21 37.84175(W)   ADJUSTED
 QO2366* NAD 83(2011) ELLIP HT-   238.581 (meters)        (06/27/12)   ADJUSTED
 QO2366* NAD 83(2011) EPOCH   -  2010.00
 QO2366* NAVD 88 ORTHO HEIGHT -   265.778 (meters)      871.97  (feet) ADJUSTED
 QO2366  ______________________________________________________________________
 QO2366  GEOID HEIGHT    -        -27.188 (meters)                     GEOID18
 QO2366  NAD 83(2011) X  -   -264,554.208 (meters)                     COMP
 QO2366  NAD 83(2011) Y  - -4,505,401.600 (meters)                     COMP
 QO2366  NAD 83(2011) Z  -  4,492,109.862 (meters)                     COMP
 QO2366  LAPLACE CORR    -          0.54  (seconds)                    DEFLEC18
 QO2366  DYNAMIC HEIGHT  -        265.774 (meters)      871.96  (feet) COMP
 QO2366  MODELED GRAVITY -    980,594.5   (mgal)                       NAVD 88
 QO2366
 QO2366  VERT ORDER      -  SECOND    CLASS II
 QO2366
 QO2366  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 QO2366  Standards:
 QO2366         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 QO2366            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 QO2366  -------------------------------------------------------------------
 QO2366  NETWORK    0.52   0.96           0.19   0.23   0.49     -0.13169415
 QO2366  -------------------------------------------------------------------
 QO2366  Click here for local accuracies and other accuracy information.
 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 June 2012.
 QO2366
 QO2366.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 QO2366.been affixed to the stable North American tectonic plate. See 
 QO2366.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 QO2366
 QO2366.The horizontal coordinates are valid at the epoch date displayed above
 QO2366.which is a decimal equivalence of Year/Month/Day.
 QO2366
 QO2366.The orthometric height was determined by differential leveling and
 QO2366.adjusted by the NATIONAL GEODETIC SURVEY
 QO2366.in June 1995.
 QO2366
 QO2366.Significant digits in the geoid height do not necessarily reflect accuracy.
 QO2366.GEOID18 height accuracy estimate available here.
 QO2366
 QO2366.Click photographs - Photos may exist for this station.
 QO2366
 QO2366.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 QO2366
 QO2366.The Laplace correction was computed from DEFLEC18 derived deflections.
 QO2366
 QO2366.The ellipsoidal height was determined by GPS observations
 QO2366.and is referenced to NAD 83.
 QO2366
 QO2366.The dynamic height is computed by dividing the NAVD 88
 QO2366.geopotential number by the normal gravity value computed on the
 QO2366.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QO2366.degrees latitude (g = 980.6199 gals.).
 QO2366
 QO2366.The modeled gravity was interpolated from observed gravity values.
 QO2366
 QO2366. The following values were computed from the NAD 83(2011) position.
 QO2366
 QO2366;                    North         East     Units Scale Factor Converg.
 QO2366;SPC MN S     -   328,921.770   850,368.265   MT  0.99996928   +0 26 53.6
 QO2366;SPC MN S     - 1,079,137.51  2,789,916.55   sFT  0.99996928   +0 26 53.6
 QO2366;UTM  15      - 4,989,509.215   471,615.087   MT  0.99960991   -0 15 18.7
 QO2366
 QO2366!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QO2366!SPC MN S     -   0.99996260  x   0.99996928  =   0.99993188
 QO2366!UTM  15      -   0.99996260  x   0.99960991  =   0.99957252
 QO2366
 QO2366:                Primary Azimuth Mark                     Grid Az
 QO2366:SPC MN S     -  2721 H                                   334 38 16.1
 QO2366:UTM  15      -  2721 H                                   335 20 28.4
 QO2366
 QO2366_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK7161589509(NAD 83)
 QO2366
 QO2366|---------------------------------------------------------------------|
 QO2366| PID    Reference Object                     Distance      Geod. Az  |
 QO2366|                                                           dddmmss.s |
 QO2366| QO2364 2721 H                              APPROX. 1.5 KM 3350509.7 |
 QO2366|---------------------------------------------------------------------|
 QO2366
 QO2366                          SUPERSEDED SURVEY CONTROL
 QO2366
 QO2366  NAD 83(2007)-  45 03 30.50287(N)    093 21 37.84288(W) AD(2002.00) 0
 QO2366  ELLIP H (02/10/07)  238.490  (m)                       GP(2002.00)    
 QO2366  NAD 83(1996)-  45 03 30.50138(N)    093 21 37.84223(W) AD(       ) 1
 QO2366  ELLIP H (03/16/99)  238.643  (m)                       GP(       ) 4 1
 QO2366  NAD 83(1986)-  45 03 30.49514(N)    093 21 37.83663(W) AD(       ) 1
 QO2366  NAVD 88             265.78   (m)          872.0    (f) LEVELING    3  
 QO2366
 QO2366.Superseded values are not recommended for survey control.
 QO2366
 QO2366.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QO2366.See file dsdata.pdf to determine how the superseded data were derived.
 QO2366
 QO2366_MARKER: DV = VERTICAL CONTROL DISK
 QO2366_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 QO2366+WITH SETTING: INTO GROUND
 QO2366_STAMPING: 2721 K 1980
 QO2366_MARK LOGO: MNHD
 QO2366_MAGNETIC: I = MARKER IS A STEEL ROD
 QO2366_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QO2366_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QO2366+SATELLITE: SATELLITE OBSERVATIONS - July 02, 2008
 QO2366
 QO2366  HISTORY     - Date     Condition        Report By
 QO2366  HISTORY     - 1980     MONUMENTED       MNHD
 QO2366  HISTORY     - 19931001 GOOD             MNDT
 QO2366  HISTORY     - 20070801 MARK NOT FOUND   MNDT
 QO2366  HISTORY     - 20080702 MARK NOT FOUND   MNDT
 QO2366
 QO2366                          STATION DESCRIPTION
 QO2366
 QO2366'DESCRIBED BY MN HIGHWAY DEPT 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'THE MARK WAS RECOVERED IN GOOD CONDITION AS DESCRIBED IN 1980.
 QO2366
 QO2366                          STATION RECOVERY (2007)
 QO2366
 QO2366'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (BLB)
 QO2366'THE MARK WAS NOT RECOVERED.
 QO2366
 QO2366                          STATION RECOVERY (2008)
 QO2366
 QO2366'RECOVERY NOTE BY MN DEPT OF TRANSP 2008 (PJG)
 QO2366'THE MARK WAS NOT RECOVERED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 QO2367 ***********************************************************************
 QO2367  DESIGNATION -  2721 L
 QO2367  PID         -  QO2367
 QO2367  STATE/COUNTY-  MN/HENNEPIN
 QO2367  COUNTRY     -  US
 QO2367  USGS QUAD   -  MINNEAPOLIS NORTH (2019)
 QO2367
 QO2367                         *CURRENT SURVEY CONTROL
 QO2367  ______________________________________________________________________
 QO2367* NAD 83(1986) POSITION- 45 03 08.     (N) 093 21 24.     (W)   SCALED
 QO2367* NAVD 88 ORTHO HEIGHT -   264.834 (meters)      868.88  (feet) ADJUSTED
 QO2367  ______________________________________________________________________
 QO2367  GEOID HEIGHT    -        -27.166 (meters)                     GEOID18
 QO2367  DYNAMIC HEIGHT  -        264.830 (meters)      868.86  (feet) COMP
 QO2367  MODELED GRAVITY -    980,595.3   (mgal)                       NAVD 88
 QO2367
 QO2367  VERT ORDER      -  SECOND    CLASS II
 QO2367
 QO2367.The horizontal coordinates were scaled from a map and have
 QO2367.an estimated accuracy of +/- 6 seconds.
 QO2367
 QO2367.The orthometric height was determined by differential leveling and
 QO2367.adjusted by the NATIONAL GEODETIC SURVEY
 QO2367.in June 1995.
 QO2367
 QO2367.Significant digits in the geoid height do not necessarily reflect accuracy.
 QO2367.GEOID18 height accuracy estimate available here.
 QO2367
 QO2367.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK719888(NAD 83)
 QO2367
 QO2367                          SUPERSEDED SURVEY CONTROL
 QO2367
 QO2367.No superseded survey control is available for this station.
 QO2367
 QO2367_MARKER: DV = VERTICAL CONTROL DISK
 QO2367_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 QO2367+WITH SETTING: PAVEMENT
 QO2367_SP_SET: SIGN BASE
 QO2367_STAMPING: 2721 L 1980
 QO2367_MARK LOGO: MNHD
 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       MNHD
 QO2367  HISTORY     - 20070801 MARK NOT FOUND   MNDT
 QO2367  HISTORY     - 20080702 MARK NOT FOUND   MNDT
 QO2367
 QO2367                          STATION DESCRIPTION
 QO2367
 QO2367'DESCRIBED BY MN HIGHWAY DEPT 1980
 QO2367'THE MARK IS LOCATED IN THE TOWN OF CRYSTAL, IN THE SE 1/4 OF SECTION
 QO2367'4, T118N, R21W, 1.25 MI (2.01 KM) NORTHWEST ALONG TRUNK HIGHWAY 52
 QO2367'FROM ITS JUNCTION WITH TRUNK HIGHWAY 100 IN ROBBINSDALE.  THE MARK, A
 QO2367'STANDARD MNDT VERTICAL CONTROL MONUMENT DISK STAMPED---2721 L
 QO2367'1980---, IS SET FLUSH IN A DRILL HOLE IN THE EAST SIDE OF THE WEST
 QO2367'CONCRETE BASE OF A LARGE COMMERCIAL SIGN NAMED CARPET REMNANT KING.
 QO2367'THE MARK IS AT TRUNK HIGHWAY 52 MILEPOINT 147.65, 50 FT (15.2 M)
 QO2367'WEST OF THE CENTERLINE OF THE WEST FRONTAGE ROAD.
 QO2367
 QO2367                          STATION RECOVERY (2007)
 QO2367
 QO2367'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (BLB)
 QO2367'THE MARK WAS NOT RECOVERED.
 QO2367
 QO2367                          STATION RECOVERY (2008)
 QO2367
 QO2367'RECOVERY NOTE BY MN DEPT OF TRANSP 2008 (PJG)
 QO2367'THE MARK WAS NOT RECOVERED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 QO2368 ***********************************************************************
 QO2368  DESIGNATION -  2721 M
 QO2368  PID         -  QO2368
 QO2368  STATE/COUNTY-  MN/HENNEPIN
 QO2368  COUNTRY     -  US
 QO2368  USGS QUAD   -  MINNEAPOLIS NORTH (2019)
 QO2368
 QO2368                         *CURRENT SURVEY CONTROL
 QO2368  ______________________________________________________________________
 QO2368* NAD 83(1986) POSITION- 45 02 43.79   (N) 093 20 57.17   (W)   HD_HELD1
 QO2368* NAVD 88 ORTHO HEIGHT -   266.362 (meters)      873.89  (feet) ADJUSTED
 QO2368  ______________________________________________________________________
 QO2368  GEOID HEIGHT    -        -27.146 (meters)                     GEOID18
 QO2368  DYNAMIC HEIGHT  -        266.358 (meters)      873.88  (feet) COMP
 QO2368  MODELED GRAVITY -    980,595.8   (mgal)                       NAVD 88
 QO2368
 QO2368  VERT ORDER      -  SECOND    CLASS I
 QO2368
 QO2368.The horizontal coordinates were determined by differentially corrected
 QO2368.hand held GPS observations or other comparable positioning techniques
 QO2368.and have an estimated accuracy of +/- 3 meters.
 QO2368
 QO2368.The orthometric height was determined by differential leveling and
 QO2368.adjusted by the NATIONAL GEODETIC SURVEY
 QO2368.in September 2013.
 QO2368
 QO2368.Significant digits in the geoid height do not necessarily reflect accuracy.
 QO2368.GEOID18 height accuracy estimate available here.
 QO2368
 QO2368.Click photographs - Photos may exist for this station.
 QO2368
 QO2368.The dynamic height is computed by dividing the NAVD 88
 QO2368.geopotential number by the normal gravity value computed on the
 QO2368.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QO2368.degrees latitude (g = 980.6199 gals.).
 QO2368
 QO2368.The modeled gravity was interpolated from observed gravity values.
 QO2368
 QO2368;                    North         East    Units  Estimated Accuracy
 QO2368;SPC MN S     -   327,486.9     851,269.6     MT  (+/- 3 meters HH1 GPS) 
 QO2368
 QO2368_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK7249888063(NAD 83)
 QO2368
 QO2368                          SUPERSEDED SURVEY CONTROL
 QO2368
 QO2368  NAVD 88 (06/23/95)  266.370  (m)          873.92   (f) SUPERSEDED  2 2
 QO2368
 QO2368.Superseded values are not recommended for survey control.
 QO2368
 QO2368.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QO2368.See file dsdata.pdf to determine how the superseded data were derived.
 QO2368
 QO2368_MARKER: DV = VERTICAL CONTROL DISK
 QO2368_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 QO2368_STAMPING: 2721 M 1979
 QO2368_MARK LOGO: MNHD
 QO2368_PROJECTION: FLUSH
 QO2368_MAGNETIC: I = MARKER IS A STEEL ROD
 QO2368_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QO2368_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 QO2368+SATELLITE: SATELLITE OBSERVATIONS - July 01, 2008
 QO2368
 QO2368  HISTORY     - Date     Condition        Report By
 QO2368  HISTORY     - 1979     MONUMENTED       MNHD
 QO2368  HISTORY     - 20070801 GOOD             MNDT
 QO2368  HISTORY     - 20080701 GOOD             MNDT
 QO2368
 QO2368                          STATION DESCRIPTION
 QO2368
 QO2368'DESCRIBED BY MN HIGHWAY DEPT 1979
 QO2368'THE MARK IS LOCATED IN THE TOWN OF CRYSTAL, IN THE NW 1/4 OF SECTION
 QO2368'9, T118N, R21W, 0.7 MI (1.1 KM) NORTHWEST ALONG TRUNK HIGHWAY 52 FROM
 QO2368'ITS JUNCTION WITH TRUNK HIGHWAY 100 IN ROBBINSDALE.  THE MARK, A
 QO2368'STANDARD MNDT VERTICAL CONTROL MONUMENT DISK STAMPED---2721 M
 QO2368'1980---, IS SET ON TOP OF 8 FEET OF COPPER-CLAD STEEL (MAGNETIC) ROD
 QO2368'WITH 4 INCHES OF SIGN POST BOLTED THE THE BOTTOM AND SET IN 8 INCHES
 QO2368'OF CONCRETE IN A 6 INCH DIAMETER HOLE THAT IS FLUSH WITH SURFACE OF
 QO2368'THE GROUND.  THE MARK IS AT TRUNK HIGHWAY 52 MILEPOINT 147.1, 24 FT
 QO2368'(7.3 M) EAST OF THE CENTERLINE OF THE EAST FRONTAGE ROAD, 24 FT
 QO2368'(7.3 M) NORTH OF THE OF THE CENTERLINE OF CORVALLIS AVENUE, 15 FT
 QO2368'(4.6 M) WEST OF A FIRE HYDRANT, 6 FT (1.8 M) EAST OF A LIGHT POLE,
 QO2368'AND 4.5 FT (1.4 M) WEST OF THE SOUTHWEST CORNER OF THE CHAIN LINK
 QO2368'FENCE AT WILLIAM H. CAVANAGH SCHOOL.
 QO2368
 QO2368                          STATION RECOVERY (2007)
 QO2368
 QO2368'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (JJB)
 QO2368'THE MARK IS LOCATED ABOUT 7.4 MI (11.9 KM) WEST OF NEW BRIGHTON, 6.2
 QO2368'MI (10.0 KM) NORTHWEST OF MINNEAPOLIS AND 5.7 MI (9.2 KM)
 QO2368'SOUTH-SOUTHEAST OF OSSEO.
 QO2368'
 QO2368'TO REACH TO THE MARK IN CRYSTAL, 0.7 MI (1.1 KM) NORTHWEST OF THE
 QO2368'JUNCTION OF TRUNK HIGHWAY 100 AND COUNTY ROAD 81, AT COUNTY ROAD 81
 QO2368'MILE POINT 147.1, 24 FT (7.3 M) EAST OF EAST FRONTAGE ROAD, 24 FT (7.3
 QO2368'M) NORTH OF CORVALLIS AVENUE, 15 FT (4.6 M) WEST OF HYDRANT, 6 FT (1.8
 QO2368'M) EAST OF LIGHT POLE, 4 FT (1.2 M) WEST OF A WITNESS POST ON FENCE OF
 QO2368'WILLIAM CAVANAUGH SCHOOL.
 QO2368
 QO2368                          STATION RECOVERY (2008)
 QO2368
 QO2368'RECOVERY NOTE BY MN DEPT OF TRANSP 2008 (PJG)
 QO2368'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 QO2369 ***********************************************************************
 QO2369  DESIGNATION -  2721 N
 QO2369  PID         -  QO2369
 QO2369  STATE/COUNTY-  MN/HENNEPIN
 QO2369  COUNTRY     -  US
 QO2369  USGS QUAD   -  MINNEAPOLIS NORTH (2019)
 QO2369
 QO2369                         *CURRENT SURVEY CONTROL
 QO2369  ______________________________________________________________________
 QO2369* NAD 83(1986) POSITION- 45 02 23.     (N) 093 20 45.     (W)   SCALED
 QO2369* NAVD 88 ORTHO HEIGHT -   266.060 (meters)      872.90  (feet) ADJUSTED
 QO2369  ______________________________________________________________________
 QO2369  GEOID HEIGHT    -        -27.132 (meters)                     GEOID18
 QO2369  DYNAMIC HEIGHT  -        266.057 (meters)      872.89  (feet) COMP
 QO2369  MODELED GRAVITY -    980,595.8   (mgal)                       NAVD 88
 QO2369
 QO2369  VERT ORDER      -  SECOND    CLASS I
 QO2369
 QO2369.The horizontal coordinates were scaled from a map and have
 QO2369.an estimated accuracy of +/- 6 seconds.
 QO2369
 QO2369.The orthometric height was determined by differential leveling and
 QO2369.adjusted by the NATIONAL GEODETIC SURVEY
 QO2369.in August 2004.
 QO2369
 QO2369.No vertical observational check was made to the station.
 QO2369
 QO2369.Significant digits in the geoid height do not necessarily reflect accuracy.
 QO2369.GEOID18 height accuracy estimate available here.
 QO2369
 QO2369.Click photographs - Photos may exist for this station.
 QO2369
 QO2369.The dynamic height is computed by dividing the NAVD 88
 QO2369.geopotential number by the normal gravity value computed on the
 QO2369.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QO2369.degrees latitude (g = 980.6199 gals.).
 QO2369
 QO2369.The modeled gravity was interpolated from observed gravity values.
 QO2369
 QO2369;                    North         East    Units  Estimated Accuracy
 QO2369;SPC MN S     -   326,850.      851,540.      MT  (+/- 180 meters Scaled)
 QO2369
 QO2369_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK727874(NAD 83)
 QO2369
 QO2369                          SUPERSEDED SURVEY CONTROL
 QO2369
 QO2369  NAVD 88 (06/23/95)  266.075  (m)          872.95   (f) SUPERSEDED  2 2
 QO2369
 QO2369.Superseded values are not recommended for survey control.
 QO2369
 QO2369.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QO2369.See file dsdata.pdf to determine how the superseded data were derived.
 QO2369
 QO2369_MARKER: DV = VERTICAL CONTROL DISK
 QO2369_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 QO2369+WITH SETTING: INTO GROUND
 QO2369_STAMPING: 2721 N 1980
 QO2369_MARK LOGO: MNHD
 QO2369_MAGNETIC: I = MARKER IS A STEEL ROD
 QO2369_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QO2369
 QO2369  HISTORY     - Date     Condition        Report By
 QO2369  HISTORY     - 1980     MONUMENTED       MNHD
 QO2369  HISTORY     - 19980604 GOOD             MNDT
 QO2369  HISTORY     - 20070801 MARK NOT FOUND   MNDT
 QO2369  HISTORY     - 20080701 MARK NOT FOUND   MNDT
 QO2369
 QO2369                          STATION DESCRIPTION
 QO2369
 QO2369'DESCRIBED BY MN HIGHWAY DEPT 1980
 QO2369'THE MARK IS LOCATED IN THE TOWN OF ROBBINSDALE, IN THE NORTHWEST 1/4
 QO2369'OF SECTION 16, T118N, R21W, IN THE SOUTHWEST QUADRANT OF THE
 QO2369'INTERSECTION OF THE EASTBOUND LANE OF TRUNK HIGHWAY 52 AND 47TH AVENUE
 QO2369'NORTH, 0.3 MI (0.5 KM) NORTHWEST ALONG TRUNK HIGHWAY 52 FROM ITS
 QO2369'JUNCTION WITH TRUNK HIGHWAY 100 IN ROBBINSDALE.  THE MARK, A STANDARD
 QO2369'MNDT VERTICAL CONTROL MONUMENT DISK STAMPED---2721 N 1980---, IS SET
 QO2369'ON TOP OF 8 FEET OF COPPER-CLAD STEEL (MAGNETIC) ROD WITH 4 INCHES OF
 QO2369'SIGN POST BOLTED THE BOTTOM AND SET IN 8 INCHES OF CONCRETE IN A 6
 QO2369'INCH DIAMETER HOLE THAT IS FLUSH WITH SURFACE OF THE GROUND.  IT IS 52
 QO2369'FT (15.8 M) WEST OF THE CENTERLINE OF THE EASTBOUND LANE OF TRUNK
 QO2369'HIGHWAY 52 AT MILEPOINT 146.7, 80 FT (24.4 M) EAST OF THE CENTERLINE
 QO2369'OF THE WEST FRONTAGE ROAD, 44 FT (13.4 M) SOUTH OF THE CENTERLINE OF
 QO2369'47TH AVENUE NORTH, AND 1 FT (0.3 M) EAST OF A STEEL WITNESS POST.
 QO2369
 QO2369                          STATION RECOVERY (1998)
 QO2369
 QO2369'RECOVERY NOTE BY MN DEPT OF TRANSP 1998 (WAS)
 QO2369'RECOVERED AS DESCRIBED.
 QO2369
 QO2369                          STATION RECOVERY (2007)
 QO2369
 QO2369'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (BLB)
 QO2369'THE MARK WAS NOT RECOVERED.
 QO2369
 QO2369                          STATION RECOVERY (2008)
 QO2369
 QO2369'RECOVERY NOTE BY MN DEPT OF TRANSP 2008 (PJG)
 QO2369'THE MARK WAS NOT RECOVERED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 QO2373 ***********************************************************************
 QO2373  DESIGNATION -  2721 R
 QO2373  PID         -  QO2373
 QO2373  STATE/COUNTY-  MN/HENNEPIN
 QO2373  COUNTRY     -  US
 QO2373  USGS QUAD   -  MINNEAPOLIS NORTH (2019)
 QO2373
 QO2373                         *CURRENT SURVEY CONTROL
 QO2373  ______________________________________________________________________
 QO2373* NAD 83(1986) POSITION- 45 01 07.     (N) 093 19 26.     (W)   SCALED
 QO2373* NAVD 88 ORTHO HEIGHT -   269.423 (meters)      883.93  (feet) ADJUSTED
 QO2373  ______________________________________________________________________
 QO2373  GEOID HEIGHT    -        -27.106 (meters)                     GEOID18
 QO2373  DYNAMIC HEIGHT  -        269.419 (meters)      883.92  (feet) COMP
 QO2373  MODELED GRAVITY -    980,593.6   (mgal)                       NAVD 88
 QO2373
 QO2373  VERT ORDER      -  SECOND    CLASS II
 QO2373
 QO2373.The horizontal coordinates were scaled from a map and have
 QO2373.an estimated accuracy of +/- 6 seconds.
 QO2373
 QO2373.The orthometric height was determined by differential leveling and
 QO2373.adjusted by the NATIONAL GEODETIC SURVEY
 QO2373.in June 1995.
 QO2373
 QO2373.Significant digits in the geoid height do not necessarily reflect accuracy.
 QO2373.GEOID18 height accuracy estimate available here.
 QO2373
 QO2373.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK744850(NAD 83)
 QO2373
 QO2373                          SUPERSEDED SURVEY CONTROL
 QO2373
 QO2373.No superseded survey control is available for this station.
 QO2373
 QO2373_MARKER: DV = VERTICAL CONTROL DISK
 QO2373_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 QO2373+WITH SETTING: INTO GROUND
 QO2373_STAMPING: 2721 R 1979
 QO2373_MARK LOGO: MNHD
 QO2373_MAGNETIC: I = MARKER IS A STEEL ROD
 QO2373_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QO2373
 QO2373  HISTORY     - Date     Condition        Report By
 QO2373  HISTORY     - 1979     MONUMENTED       MNHD
 QO2373  HISTORY     - 20070716 MARK NOT FOUND   MNDT
 QO2373  HISTORY     - 20080701 MARK NOT FOUND   MNDT
 QO2373
 QO2373                          STATION DESCRIPTION
 QO2373
 QO2373'DESCRIBED BY MN HIGHWAY DEPT 1979
 QO2373'THE MARK IS LOCATED IN THE TOWN OF ROBBINSDALE, IN THE NORTHWEST 1/4
 QO2373'OF SECTION 8, T29N, R24W, IN THE SOUTHWEST QUADRANT OF THE
 QO2373'INTERSECTION OF 35TH AVENUE NORTH AND BEARD AVENUE NORTH, EAST OF
 QO2373'TRUNK HIGHWAY 52 NEAR THE MONTGOMERY WARDS AUTOMOTIVE CENTER, 1.55 MI
 QO2373'(2.49 KM) SOUTH ALONG TRUNK HIGHWAY 52 FROM ITS JUNCTION WITH TRUNK
 QO2373'HIGHWAY 100 IN ROBBINSDALE.  THE MARK, A STANDARD MNDT VERTICAL
 QO2373'CONTROL MONUMENT DISK STAMPED---2721 R 1979---, IS SET ON TOP OF 8
 QO2373'FEET OF COPPER-CLAD STEEL (MAGNETIC) ROD WITH 4 INCHES OF SIGN POST
 QO2373'BOLTED THE BOTTOM AND SET IN 8 INCHES OF CONCRETE IN A 6 INCH DIAMETER
 QO2373'HOLE THAT IS BURIED 3 INCHES BELOW THE SURFACE OF THE GROUND.  IT IS
 QO2373'AT 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 CENTERLINE
 QO2373'OF BEARD AVENUE NORTH, 41 FT (12.5 M) EAST OF THE CENTERLINE OF THE
 QO2373'EAST FRONTAGE ROAD NAMED LAKE LAND AVENUE, AND 1 FT (0.3 M) SOUTH OF A
 QO2373'STEEL WITNESS POST.
 QO2373
 QO2373                          STATION RECOVERY (2007)
 QO2373
 QO2373'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (BLB)
 QO2373'THE MARK WAS NOT RECOVERED.
 QO2373
 QO2373                          STATION RECOVERY (2008)
 QO2373
 QO2373'RECOVERY NOTE BY MN DEPT OF TRANSP 2008 (PJG)
 QO2373'THE MARK WAS NOT RECOVERED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 QO2376 ***********************************************************************
 QO2376  DESIGNATION -  2721 T
 QO2376  PID         -  QO2376
 QO2376  STATE/COUNTY-  MN/HENNEPIN
 QO2376  COUNTRY     -  US
 QO2376  USGS QUAD   -  MINNEAPOLIS NORTH (2019)
 QO2376
 QO2376                         *CURRENT SURVEY CONTROL
 QO2376  ______________________________________________________________________
 QO2376* NAD 83(1986) POSITION- 45 00 46.98   (N) 093 19 05.20   (W)   HD_HELD1
 QO2376* NAVD 88 ORTHO HEIGHT -   288.244 (meters)      945.68  (feet) ADJUSTED
 QO2376  ______________________________________________________________________
 QO2376  GEOID HEIGHT    -        -27.105 (meters)                     GEOID18
 QO2376  DYNAMIC HEIGHT  -        288.239 (meters)      945.66  (feet) COMP
 QO2376  MODELED GRAVITY -    980,592.4   (mgal)                       NAVD 88
 QO2376
 QO2376  VERT ORDER      -  SECOND    CLASS II
 QO2376
 QO2376.The horizontal coordinates were determined by differentially corrected
 QO2376.hand held GPS observations or other comparable positioning techniques
 QO2376.and have an estimated accuracy of +/- 3 meters.
 QO2376
 QO2376.The orthometric height was determined by differential leveling and
 QO2376.adjusted by the NATIONAL GEODETIC SURVEY
 QO2376.in June 1995.
 QO2376
 QO2376.Significant digits in the geoid height do not necessarily reflect accuracy.
 QO2376.GEOID18 height accuracy estimate available here.
 QO2376
 QO2376.Click photographs - Photos may exist for this station.
 QO2376
 QO2376.The dynamic height is computed by dividing the NAVD 88
 QO2376.geopotential number by the normal gravity value computed on the
 QO2376.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QO2376.degrees latitude (g = 980.6199 gals.).
 QO2376
 QO2376.The modeled gravity was interpolated from observed gravity values.
 QO2376
 QO2376;                    North         East    Units  Estimated Accuracy
 QO2376;SPC MN S     -   323,901.2     853,749.9     MT  (+/- 3 meters HH1 GPS) 
 QO2376
 QO2376_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK7493384449(NAD 83)
 QO2376
 QO2376                          SUPERSEDED SURVEY CONTROL
 QO2376
 QO2376.No superseded survey control is available for this station.
 QO2376
 QO2376_MARKER: DV = VERTICAL CONTROL DISK
 QO2376_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 QO2376_SP_SET: BRIDGE ABUTMENT
 QO2376_STAMPING: 2721 T 1979
 QO2376_MARK LOGO: MNHD
 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       MNHD
 QO2376  HISTORY     - 20070712 GOOD             MNDT
 QO2376
 QO2376                          STATION DESCRIPTION
 QO2376
 QO2376'DESCRIBED BY MN HIGHWAY DEPT 1979
 QO2376'THE MARK IS LOCATED IN THE TOWN OF ROBBINSDALE, IN THE SW 1/4 OF
 QO2376'SECTION 8, T29N, R24W, IN THE WESTBOUND TRUNK HIGHWAY 52 BRIDGE
 QO2376'(NUMBER 27008) OVER TRUNK HIGHWAY 278 (LOWRY AVENUE), 2.05 MI
 QO2376'(3.30 KM) SOUTH ALONG TRUNK HIGHWAY 52 FROM ITS JUNCTION WITH TRUNK
 QO2376'HIGHWAY 100 IN ROBBINSDALE.  THE MARK, A STANDARD MNDT VERTICAL
 QO2376'CONTROL MONUMENT DISK STAMPED---2721 T 1979---, IS SET FLUSH IN THE
 QO2376'SOUTHEAST CORNER ABUTMENT OF THE BRIDGE.  THE MARK IS 0.5 FT
 QO2376'(0.2 M) IN FRONT OF A PLATE BEAM GUARDRAIL, 10 FT (3.0 M) FROM THE
 QO2376'EAST END OF THE BRIDGE.
 QO2376
 QO2376                          STATION RECOVERY (2007)
 QO2376
 QO2376'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (JJB)
 QO2376'THE MARK IS LOCATED ABOUT 8.4 MI (13.5 KM) SOUTH-SOUTHEAST OF OSSEO,
 QO2376'6.8 MI (10.9 KM) WEST-SOUTHWEST OF NEW BRIGHTON AND 3.5 MI (5.6 KM)
 QO2376'NORTHWEST OF MINNEAPOLIS.
 QO2376'
 QO2376'TO REACH TO THE MARK IN MINNEAPOLIS, 2.05 MI (3.3 KM) SOUTH OF THE
 QO2376'JUNCTION OF TRUNK HIGHWAY 100 AND TRUNK HIGHWAY 52, IN SOUTHEAST
 QO2376'CORNER OF WEST-BOUND TRUNK HIGHWAY 52 BRIDGE 27008 OVER TRUNK HIGHWAY
 QO2376'278 (LOWRY AVENUE), 10 FT (3.0 M) FROM END OF BRIDGE, 0.5 FT (0.2 M)
 QO2376'FROM GUARDRAIL.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 QO2374 ***********************************************************************
 QO2374  DESIGNATION -  2721 U
 QO2374  PID         -  QO2374
 QO2374  STATE/COUNTY-  MN/HENNEPIN
 QO2374  COUNTRY     -  US
 QO2374  USGS QUAD   -  MINNEAPOLIS NORTH (2019)
 QO2374
 QO2374                         *CURRENT SURVEY CONTROL
 QO2374  ______________________________________________________________________
 QO2374* NAD 83(1986) POSITION- 45 00 49.33   (N) 093 19 05.69   (W)   HD_HELD1
 QO2374* NAVD 88 ORTHO HEIGHT -   287.160 (meters)      942.12  (feet) ADJUSTED
 QO2374  ______________________________________________________________________
 QO2374  GEOID HEIGHT    -        -27.106 (meters)                     GEOID18
 QO2374  DYNAMIC HEIGHT  -        287.155 (meters)      942.11  (feet) COMP
 QO2374  MODELED GRAVITY -    980,592.6   (mgal)                       NAVD 88
 QO2374
 QO2374  VERT ORDER      -  SECOND    CLASS II
 QO2374
 QO2374.The horizontal coordinates were determined by differentially corrected
 QO2374.hand held GPS observations or other comparable positioning techniques
 QO2374.and have an estimated accuracy of +/- 3 meters.
 QO2374
 QO2374.The orthometric height was determined by differential leveling and
 QO2374.adjusted by the NATIONAL GEODETIC SURVEY
 QO2374.in June 1995.
 QO2374
 QO2374.Significant digits in the geoid height do not necessarily reflect accuracy.
 QO2374.GEOID18 height accuracy estimate available here.
 QO2374
 QO2374.Click photographs - Photos may exist for this station.
 QO2374
 QO2374.The dynamic height is computed by dividing the NAVD 88
 QO2374.geopotential number by the normal gravity value computed on the
 QO2374.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QO2374.degrees latitude (g = 980.6199 gals.).
 QO2374
 QO2374.The modeled gravity was interpolated from observed gravity values.
 QO2374
 QO2374;                    North         East    Units  Estimated Accuracy
 QO2374;SPC MN S     -   323,973.6     853,738.6     MT  (+/- 3 meters HH1 GPS) 
 QO2374
 QO2374_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK7492384521(NAD 83)
 QO2374
 QO2374                          SUPERSEDED SURVEY CONTROL
 QO2374
 QO2374.No superseded survey control is available for this station.
 QO2374
 QO2374_MARKER: DB = BENCH MARK DISK
 QO2374_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 QO2374_SP_SET: BRIDGE ABUTMENT
 QO2374_STAMPING: 2721 U 1979
 QO2374_MARK LOGO: MNHD
 QO2374_MAGNETIC: O = OTHER; SEE DESCRIPTION
 QO2374_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QO2374
 QO2374  HISTORY     - Date     Condition        Report By
 QO2374  HISTORY     - 1980     MONUMENTED       MNHD
 QO2374  HISTORY     - 20070711 GOOD             MNDT
 QO2374
 QO2374                          STATION DESCRIPTION
 QO2374
 QO2374'DESCRIBED BY MN HIGHWAY DEPT 1980
 QO2374'THE MARK IS LOCATED IN THE TOWN OF ROBBINSDALE, IN THE SW 1/4 OF
 QO2374'SECTION 8, T29N, R24W, AT THE WESTBOUND TRUNK HIGHWAY 278 (LOWRY
 QO2374'AVENUE RAMP TO TRUNK HIGHWAY 52) BRIDGE (NUMBER 27006) OVER VICTORY
 QO2374'MEMORIAL DRIVE, 2.05 MI (3.30 KM) SOUTHEAST ALONG TRUNK HIGHWAY 52
 QO2374'FROM ITS JUNCTION WITH TRUNK HIGHWAY 100 IN ROBBINSDALE.  THE MARK, A
 QO2374'STANDARD MNDT VERTICAL CONTROL MONUMENT DISK STAMPED---2721 U
 QO2374'1980---, IS SET FLUSH IN THE TOP OF THE SOUTHEAST CORNER ABUTMENT OF
 QO2374'THE BRIDGE.
 QO2374
 QO2374                          STATION RECOVERY (2007)
 QO2374
 QO2374'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (BLB)
 QO2374'THE MARK IS LOCATED ABOUT 8.4 MI (13.5 KM) SOUTH-SOUTHEAST OF OSSEO,
 QO2374'6.7 MI (10.8 KM) WEST-SOUTHWEST OF NEW BRIGHTON AND 3.5 MI (5.6 KM)
 QO2374'NORTHWEST OF MINNEAPOLIS.
 QO2374'
 QO2374'TO REACH TO THE MARK IN MINNEAPOLIS, 2.05 MI (3.3 KM) SOUTHEAST OF THE
 QO2374'JUNCTION OF TRUNK HIGHWAY 100 AND TRUNK HIGHWAY 52, IN SOUTHEAST
 QO2374'CORNER OF WEST-BOUND TRUNK HIGHWAY 278 RAMP BRIDGE 27006 TO NORTHBOUND
 QO2374'TRUNK HIGHWAY 52 OVER VICTORY MEMORIAL DRIVE.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DL6708 ***********************************************************************
 DL6708  DESIGNATION -  2721 W
 DL6708  PID         -  DL6708
 DL6708  STATE/COUNTY-  MN/HENNEPIN
 DL6708  COUNTRY     -  US
 DL6708  USGS QUAD   -  OSSEO (2019)
 DL6708
 DL6708                         *CURRENT SURVEY CONTROL
 DL6708  ______________________________________________________________________
 DL6708* NAD 83(2011) POSITION- 45 06 02.92099(N) 093 23 18.76031(W)   ADJUSTED
 DL6708* NAD 83(2011) ELLIP HT-   241.173 (meters)        (06/27/12)   ADJUSTED
 DL6708* NAD 83(2011) EPOCH   -  2010.00
 DL6708* NAVD 88 ORTHO HEIGHT -   268.578 (meters)      881.16  (feet) ADJUSTED
 DL6708  ______________________________________________________________________
 DL6708  GEOID HEIGHT    -        -27.405 (meters)                     GEOID18
 DL6708  NAD 83(2011) X  -   -266,561.694 (meters)                     COMP
 DL6708  NAD 83(2011) Y  - -4,501,947.419 (meters)                     COMP
 DL6708  NAD 83(2011) Z  -  4,495,434.304 (meters)                     COMP
 DL6708  LAPLACE CORR    -          3.66  (seconds)                    DEFLEC18
 DL6708  DYNAMIC HEIGHT  -        268.570 (meters)      881.13  (feet) COMP
 DL6708  MODELED GRAVITY -    980,581.1   (mgal)                       NAVD 88
 DL6708
 DL6708  VERT ORDER      -  SECOND    CLASS I
 DL6708
 DL6708  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DL6708  Standards:
 DL6708         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DL6708            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DL6708  -------------------------------------------------------------------
 DL6708  NETWORK    0.21   0.37           0.10   0.07   0.19     -0.00930820
 DL6708  -------------------------------------------------------------------
 DL6708  Click here for local accuracies and other accuracy information.
 DL6708
 DL6708.The horizontal coordinates were established by GPS observations
 DL6708.and adjusted by the National Geodetic Survey in June 2012.
 DL6708
 DL6708.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DL6708.been affixed to the stable North American tectonic plate. See 
 DL6708.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DL6708
 DL6708.The horizontal coordinates are valid at the epoch date displayed above
 DL6708.which is a decimal equivalence of Year/Month/Day.
 DL6708
 DL6708.The orthometric height was determined by differential leveling and
 DL6708.adjusted by the NATIONAL GEODETIC SURVEY
 DL6708.in September 2013.
 DL6708
 DL6708.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL6708.GEOID18 height accuracy estimate available here.
 DL6708
 DL6708.Click photographs - Photos may exist for this station.
 DL6708
 DL6708.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DL6708
 DL6708.The Laplace correction was computed from DEFLEC18 derived deflections.
 DL6708
 DL6708.The ellipsoidal height was determined by GPS observations
 DL6708.and is referenced to NAD 83.
 DL6708
 DL6708.The dynamic height is computed by dividing the NAVD 88
 DL6708.geopotential number by the normal gravity value computed on the
 DL6708.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL6708.degrees latitude (g = 980.6199 gals.).
 DL6708
 DL6708.The modeled gravity was interpolated from observed gravity values.
 DL6708
 DL6708. The following values were computed from the NAD 83(2011) position.
 DL6708
 DL6708;                    North         East     Units Scale Factor Converg.
 DL6708;SPC MN S     -   333,609.859   848,125.143   MT  0.99997675   +0 25 42.9
 DL6708;SPC MN S     - 1,094,518.35  2,782,557.24   sFT  0.99997675   +0 25 42.9
 DL6708;UTM  15      - 4,994,222.789   469,430.496   MT  0.99961149   -0 16 30.8
 DL6708
 DL6708!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DL6708!SPC MN S     -   0.99996219  x   0.99997675  =   0.99993894
 DL6708!UTM  15      -   0.99996219  x   0.99961149  =   0.99957369
 DL6708
 DL6708:                Primary Azimuth Mark                     Grid Az
 DL6708:SPC MN S     -  2721 F                                   155 31 34.8
 DL6708:UTM  15      -  2721 F                                   156 13 48.5
 DL6708
 DL6708_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK6943094222(NAD 83)
 DL6708
 DL6708|---------------------------------------------------------------------|
 DL6708| PID    Reference Object                     Distance      Geod. Az  |
 DL6708|                                                           dddmmss.s |
 DL6708| QO2328 2721 F                              APPROX. 1.6 KM 1555717.7 |
 DL6708| DL6709 2721 X                              APPROX. 1.1 KM 3302037.8 |
 DL6708| DH3152 FLEET                               APPROX. 0.5 KM 3352813.0 |
 DL6708|---------------------------------------------------------------------|
 DL6708
 DL6708                          SUPERSEDED SURVEY CONTROL
 DL6708
 DL6708  NAD 83(2007)-  45 06 02.92153(N)    093 23 18.76099(W) AD(2002.00) 1
 DL6708  ELLIP H (03/18/10)  241.185  (m)                       GP(2002.00) 3 2
 DL6708  NAVD 88             268.58   (m)          881.2    (f) LEVELING    3  
 DL6708
 DL6708.Superseded values are not recommended for survey control.
 DL6708
 DL6708.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL6708.See file dsdata.pdf to determine how the superseded data were derived.
 DL6708
 DL6708_MARKER: I = METAL ROD
 DL6708_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DL6708_STAMPING: 2721 W 2008
 DL6708_MARK LOGO: MNDT
 DL6708_PROJECTION: RECESSED 3 CENTIMETERS
 DL6708_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DL6708_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL6708_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL6708+SATELLITE: SATELLITE OBSERVATIONS - May 31, 2012
 DL6708_ROD/PIPE-DEPTH: 12.2 meters
 DL6708
 DL6708  HISTORY     - Date     Condition        Report By
 DL6708  HISTORY     - 20080602 MONUMENTED       MNDT
 DL6708  HISTORY     - 2008     GOOD             MNDT
 DL6708  HISTORY     - 20120531 GOOD             MNDT
 DL6708
 DL6708                          STATION DESCRIPTION
 DL6708
 DL6708'DESCRIBED BY MN DEPT OF TRANSP 2008
 DL6708'THE MARK IS IN BROOKLYN PARK, 0.4 MILE SOUTHEAST ALONG COUNTY ROAD 81
 DL6708'FROM THE JUNCTION OF COUNTY ROAD 81 AND TRUNK HIGHWAY 169, 85.2 FEET
 DL6708'EAST OF NORTHBOUND COUNTY ROAD 81, 51.0 FEET WEST OF SOUTHBOUND
 DL6708'LAKELAND AVENUE, 22.6 FEET EAST OF POWER POLE WITH GUY WIRE, 33.9 FEET
 DL6708'NORTHWEST OF NSP UTILITY BOX, 1.4 FEET WEST OF WITNESS POST.
 DL6708
 DL6708                          STATION RECOVERY (2008)
 DL6708
 DL6708'RECOVERY NOTE BY MN DEPT OF TRANSP 2008 (PJG)
 DL6708'RECOVERED AS DESCRIBED.
 DL6708
 DL6708                          STATION RECOVERY (2012)
 DL6708
 DL6708'RECOVERY NOTE BY MN DEPT OF TRANSP 2012 (BXU)
 DL6708'IN BROOKLYN PARK, 0.4 MILE SOUTHEAST ALONG COUNTY ROAD 81 FROM THE
 DL6708'JUNCTION OF COUNTY ROAD 81 AND TRUNK HIGHWAY 169, 85.2 FEET EAST OF
 DL6708'NORTHBOUND COUNTY ROAD 81, 51.0 FEET WEST OF SOUTHBOUND LAKELAND
 DL6708'AVENUE, 22.6 FEET EAST OF POWER POLE WITH GUY WIRE, 33.9 FEET
 DL6708'NORTHWEST OF NSP UTILITY BOX, 1.4 FEET WEST OF WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DL6709 ***********************************************************************
 DL6709  DESIGNATION -  2721 X
 DL6709  PID         -  DL6709
 DL6709  STATE/COUNTY-  MN/HENNEPIN
 DL6709  COUNTRY     -  US
 DL6709  USGS QUAD   -  OSSEO (2019)
 DL6709
 DL6709                         *CURRENT SURVEY CONTROL
 DL6709  ______________________________________________________________________
 DL6709* NAD 83(2011) POSITION- 45 06 32.68097(N) 093 23 42.68960(W)   ADJUSTED
 DL6709* NAD 83(2011) ELLIP HT-   243.091 (meters)        (06/27/12)   ADJUSTED
 DL6709* NAD 83(2011) EPOCH   -  2010.00
 DL6709* NAVD 88 ORTHO HEIGHT -   270.553 (meters)      887.64  (feet) ADJUSTED
 DL6709  ______________________________________________________________________
 DL6709  GEOID HEIGHT    -        -27.462 (meters)                     GEOID18
 DL6709  NAD 83(2011) X  -   -267,045.510 (meters)                     COMP
 DL6709  NAD 83(2011) Y  - -4,501,268.121 (meters)                     COMP
 DL6709  NAD 83(2011) Z  -  4,496,084.119 (meters)                     COMP
 DL6709  LAPLACE CORR    -          4.26  (seconds)                    DEFLEC18
 DL6709  DYNAMIC HEIGHT  -        270.544 (meters)      887.61  (feet) COMP
 DL6709  MODELED GRAVITY -    980,576.3   (mgal)                       NAVD 88
 DL6709
 DL6709  VERT ORDER      -  SECOND    CLASS I
 DL6709
 DL6709  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DL6709  Standards:
 DL6709         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DL6709            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DL6709  -------------------------------------------------------------------
 DL6709  NETWORK    0.20   0.35           0.09   0.07   0.18     -0.03655671
 DL6709  -------------------------------------------------------------------
 DL6709  Click here for local accuracies and other accuracy information.
 DL6709
 DL6709.The horizontal coordinates were established by GPS observations
 DL6709.and adjusted by the National Geodetic Survey in June 2012.
 DL6709
 DL6709.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DL6709.been affixed to the stable North American tectonic plate. See 
 DL6709.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DL6709
 DL6709.The horizontal coordinates are valid at the epoch date displayed above
 DL6709.which is a decimal equivalence of Year/Month/Day.
 DL6709
 DL6709.The orthometric height was determined by differential leveling and
 DL6709.adjusted by the NATIONAL GEODETIC SURVEY
 DL6709.in September 2013.
 DL6709
 DL6709.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL6709.GEOID18 height accuracy estimate available here.
 DL6709
 DL6709.Click photographs - Photos may exist for this station.
 DL6709
 DL6709.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DL6709
 DL6709.The Laplace correction was computed from DEFLEC18 derived deflections.
 DL6709
 DL6709.The ellipsoidal height was determined by GPS observations
 DL6709.and is referenced to NAD 83.
 DL6709
 DL6709.The dynamic height is computed by dividing the NAVD 88
 DL6709.geopotential number by the normal gravity value computed on the
 DL6709.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL6709.degrees latitude (g = 980.6199 gals.).
 DL6709
 DL6709.The modeled gravity was interpolated from observed gravity values.
 DL6709
 DL6709. The following values were computed from the NAD 83(2011) position.
 DL6709
 DL6709;                    North         East     Units Scale Factor Converg.
 DL6709;SPC MN S     -   334,524.627   847,595.196   MT  0.99997827   +0 25 26.1
 DL6709;SPC MN S     - 1,097,519.55  2,780,818.57   sFT  0.99997827   +0 25 26.1
 DL6709;UTM  15      - 4,995,143.661   468,912.016   MT  0.99961188   -0 16 47.9
 DL6709
 DL6709!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DL6709!SPC MN S     -   0.99996189  x   0.99997827  =   0.99994016
 DL6709!UTM  15      -   0.99996189  x   0.99961188  =   0.99957378
 DL6709
 DL6709:                Primary Azimuth Mark                     Grid Az
 DL6709:SPC MN S     -  2750 AA                                  063 49 57.6
 DL6709:UTM  15      -  2750 AA                                  064 32 11.6
 DL6709
 DL6709_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK6891295143(NAD 83)
 DL6709
 DL6709|---------------------------------------------------------------------|
 DL6709| PID    Reference Object                     Distance      Geod. Az  |
 DL6709|                                                           dddmmss.s |
 DL6709| DL6713 2750 AB                             290.282 METERS 05415     |
 DL6709| DL6712 2750 AA                             437.666 METERS 0641523.7 |
 DL6709| DL6711 2721 Z                              109.554 METERS 08308     |
 DL6709| DL6708 2721 W                              APPROX. 1.1 KM 1502020.9 |
 DL6709| DL6710 2721 Y                              105.560 METERS 23353     |
 DL6709| DL6705 2721 AA                             251.946 METERS 34238     |
 DL6709|---------------------------------------------------------------------|
 DL6709
 DL6709                          SUPERSEDED SURVEY CONTROL
 DL6709
 DL6709  NAD 83(2007)-  45 06 32.68131(N)    093 23 42.69033(W) AD(2002.00) 1
 DL6709  ELLIP H (03/18/10)  243.101  (m)                       GP(2002.00) 3 2
 DL6709  NAVD 88             270.55   (m)          887.6    (f) LEVELING    3  
 DL6709
 DL6709.Superseded values are not recommended for survey control.
 DL6709
 DL6709.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL6709.See file dsdata.pdf to determine how the superseded data were derived.
 DL6709
 DL6709_MARKER: I = METAL ROD
 DL6709_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DL6709_STAMPING: 2721 X 2008
 DL6709_MARK LOGO: MNDT
 DL6709_PROJECTION: RECESSED 10 CENTIMETERS
 DL6709_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DL6709_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL6709_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL6709+SATELLITE: SATELLITE OBSERVATIONS - May 30, 2012
 DL6709_ROD/PIPE-DEPTH: 13.7 meters
 DL6709
 DL6709  HISTORY     - Date     Condition        Report By
 DL6709  HISTORY     - 20080609 MONUMENTED       MNDT
 DL6709  HISTORY     - 2008     GOOD             MNDT
 DL6709  HISTORY     - 20120530 GOOD             MNDT
 DL6709
 DL6709                          STATION DESCRIPTION
 DL6709
 DL6709'DESCRIBED BY MN DEPT OF TRANSP 2008
 DL6709'THE MARK IS IN BROOKLYN PARK, IN THE NORTHWEST CORNER OF COUNTY ROAD
 DL6709'81 AND COUNTY ROAD 109 (85TH AVENUE) INTERSECTION, 56.7 FEET NORTH OF
 DL6709'WESTBOUND COUNTY ROAD 109 (85TH AVENUE), 95.7 FEET WEST OF SOUTHBOUND
 DL6709'COUNTY ROAD 81, 24.2 FEET SOUTHEAST OF LIGHT POLE, 24.6 FEET NORTH OF
 DL6709'POWER POLE WITH GUY WIRES, 1.6 FEET EAST OF WITNESS POST, ON THE
 DL6709'SOUTHEAST SIDE OF MCDONALDS PARKING LOT.
 DL6709
 DL6709                          STATION RECOVERY (2008)
 DL6709
 DL6709'RECOVERY NOTE BY MN DEPT OF TRANSP 2008 (PJG)
 DL6709'RECOVERED AS DESCRIBED.
 DL6709
 DL6709                          STATION RECOVERY (2012)
 DL6709
 DL6709'RECOVERY NOTE BY MN DEPT OF TRANSP 2012 (JXM)
 DL6709'IN BROOKLYN PARK, IN THE NORTHWEST CORNER OF COUNTY ROAD 81 AND COUNTY
 DL6709'ROAD 109 (85TH AVENUE) INTERSECTION, 48.5 FEET NORTH OF WESTBOUND
 DL6709'COUNTY ROAD 109 (85TH AVENUE), 103.1 FEET WEST OF SOUTHBOUND COUNTY
 DL6709'ROAD 81, ALONG SOUTHEAST SIDE OF MCDONALDS PARKING LOT, 1.6 FEET EAST
 DL6709'OF WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DL6710 ***********************************************************************
 DL6710  DESIGNATION -  2721 Y
 DL6710  PID         -  DL6710
 DL6710  STATE/COUNTY-  MN/HENNEPIN
 DL6710  COUNTRY     -  US
 DL6710  USGS QUAD   -  OSSEO (2019)
 DL6710
 DL6710                         *CURRENT SURVEY CONTROL
 DL6710  ______________________________________________________________________
 DL6710* NAD 83(2011) POSITION- 45 06 30.66546(N) 093 23 46.59041(W)   ADJUSTED
 DL6710* NAD 83(2011) ELLIP HT-   242.746 (meters)        (06/27/12)   ADJUSTED
 DL6710* NAD 83(2011) EPOCH   -  2010.00
 DL6710* NAVD 88 ORTHO HEIGHT -   270.204 (meters)      886.49  (feet) ADJUSTED
 DL6710  ______________________________________________________________________
 DL6710  GEOID HEIGHT    -        -27.461 (meters)                     GEOID18
 DL6710  NAD 83(2011) X  -   -267,133.233 (meters)                     COMP
 DL6710  NAD 83(2011) Y  - -4,501,306.831 (meters)                     COMP
 DL6710  NAD 83(2011) Z  -  4,496,039.961 (meters)                     COMP
 DL6710  LAPLACE CORR    -          4.26  (seconds)                    DEFLEC18
 DL6710  DYNAMIC HEIGHT  -        270.195 (meters)      886.46  (feet) COMP
 DL6710  MODELED GRAVITY -    980,576.3   (mgal)                       NAVD 88
 DL6710
 DL6710  VERT ORDER      -  SECOND    CLASS I
 DL6710
 DL6710  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DL6710  Standards:
 DL6710         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DL6710            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DL6710  -------------------------------------------------------------------
 DL6710  NETWORK    0.34   0.41           0.16   0.11   0.21      0.05229121
 DL6710  -------------------------------------------------------------------
 DL6710  Click here for local accuracies and other accuracy information.
 DL6710
 DL6710.The horizontal coordinates were established by GPS observations
 DL6710.and adjusted by the National Geodetic Survey in June 2012.
 DL6710
 DL6710.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DL6710.been affixed to the stable North American tectonic plate. See 
 DL6710.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DL6710
 DL6710.The horizontal coordinates are valid at the epoch date displayed above
 DL6710.which is a decimal equivalence of Year/Month/Day.
 DL6710
 DL6710.The orthometric height was determined by differential leveling and
 DL6710.adjusted by the NATIONAL GEODETIC SURVEY
 DL6710.in September 2013.
 DL6710
 DL6710.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL6710.GEOID18 height accuracy estimate available here.
 DL6710
 DL6710.Click photographs - Photos may exist for this station.
 DL6710
 DL6710.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DL6710
 DL6710.The Laplace correction was computed from DEFLEC18 derived deflections.
 DL6710
 DL6710.The ellipsoidal height was determined by GPS observations
 DL6710.and is referenced to NAD 83.
 DL6710
 DL6710.The dynamic height is computed by dividing the NAVD 88
 DL6710.geopotential number by the normal gravity value computed on the
 DL6710.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL6710.degrees latitude (g = 980.6199 gals.).
 DL6710
 DL6710.The modeled gravity was interpolated from observed gravity values.
 DL6710
 DL6710. The following values were computed from the NAD 83(2011) position.
 DL6710
 DL6710;                    North         East     Units Scale Factor Converg.
 DL6710;SPC MN S     -   334,461.780   847,510.386   MT  0.99997817   +0 25 23.4
 DL6710;SPC MN S     - 1,097,313.36  2,780,540.32   sFT  0.99997817   +0 25 23.4
 DL6710;UTM  15      - 4,995,081.883   468,826.472   MT  0.99961195   -0 16 50.7
 DL6710
 DL6710!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DL6710!SPC MN S     -   0.99996194  x   0.99997817  =   0.99994011
 DL6710!UTM  15      -   0.99996194  x   0.99961195  =   0.99957391
 DL6710
 DL6710_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK6882695081(NAD 83)
 DL6710
 DL6710|---------------------------------------------------------------------|
 DL6710| PID    Reference Object                     Distance      Geod. Az  |
 DL6710|                                                           dddmmss.s |
 DL6710| DL6705 2721 AA                             302.846 METERS 00154     |
 DL6710| DL6713 2750 AB                             395.840 METERS 05409     |
 DL6710| DL6711 2721 Z                              208.149 METERS 06847     |
 DL6710|---------------------------------------------------------------------|
 DL6710
 DL6710                          SUPERSEDED SURVEY CONTROL
 DL6710
 DL6710  NAD 83(2007)-  45 06 30.66580(N)    093 23 46.59114(W) AD(2002.00) 1
 DL6710  ELLIP H (03/18/10)  242.755  (m)                       GP(2002.00) 3 2
 DL6710  NAVD 88             270.20   (m)          886.5    (f) LEVELING    3  
 DL6710
 DL6710.Superseded values are not recommended for survey control.
 DL6710
 DL6710.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL6710.See file dsdata.pdf to determine how the superseded data were derived.
 DL6710
 DL6710_MARKER: I = METAL ROD
 DL6710_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DL6710_STAMPING: 2721 Y 2008
 DL6710_MARK LOGO: MNDT
 DL6710_PROJECTION: FLUSH
 DL6710_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DL6710_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL6710_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DL6710+SATELLITE: SATELLITE OBSERVATIONS - April 02, 2012
 DL6710_ROD/PIPE-DEPTH: 15.2 meters
 DL6710
 DL6710  HISTORY     - Date     Condition        Report By
 DL6710  HISTORY     - 20080605 MONUMENTED       MNDT
 DL6710  HISTORY     - 2008     GOOD             MNDT
 DL6710  HISTORY     - 20120402 GOOD             MNDT
 DL6710
 DL6710                          STATION DESCRIPTION
 DL6710
 DL6710'DESCRIBED BY MN DEPT OF TRANSP 2008
 DL6710'THE MARK IS IN BROOKLYN PARK, 0.05 MILE WEST ALONG COUNTY ROAD 109
 DL6710'(85TH AVENUE) FROM THE JUNCTION OF COUNTY ROAD 109 AND COUNTY 81,
 DL6710'104.5 FEET SOUTH OF EASTBOUND COUNTY ROAD 109 (85TH AVENUE), 29.0 FEET
 DL6710'NORTHEAST OF EAST RAILROAD TRACKS, 102.6 FEET SOUTHEAST OF POWER POLE
 DL6710'CLOSEST TO THE RAILROAD TRACKS, 1.0 FOOT NORTHWEST OF WITNESS POST.
 DL6710
 DL6710                          STATION RECOVERY (2008)
 DL6710
 DL6710'RECOVERY NOTE BY MN DEPT OF TRANSP 2008 (PJG)
 DL6710'RECOVERED AS DESCRIBED.
 DL6710
 DL6710                          STATION RECOVERY (2012)
 DL6710
 DL6710'RECOVERY NOTE BY MN DEPT OF TRANSP 2012 (KMS)
 DL6710'IN BROOKLYN PARK, 0.05 MI (0.1 KM) WEST ALONG COUNTY ROAD 109/ 85TH
 DL6710'AVENUE  FROM THE JUNCTION OF COUNTY ROAD 109 AND COUNTY 81, 104.5 FT
 DL6710'(31.9 M) SOUTH OF EASTBOUND COUNTY ROAD 109/ 85TH AVENUE, 29.0 FT (8.8
 DL6710'M) NORTHEAST OF EAST RAILROAD TRACKS, 102.6 FT (31.3 M) SOUTHEAST OF
 DL6710'POWER POLE CLOSEST TO RAILROAD TRACKS, 1.0 FT (0.3 M) NORTHWEST OF A
 DL6710'WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DL6711 ***********************************************************************
 DL6711  DESIGNATION -  2721 Z
 DL6711  PID         -  DL6711
 DL6711  STATE/COUNTY-  MN/HENNEPIN
 DL6711  COUNTRY     -  US
 DL6711  USGS QUAD   -  OSSEO (2019)
 DL6711
 DL6711                         *CURRENT SURVEY CONTROL
 DL6711  ______________________________________________________________________
 DL6711* NAD 83(2011) POSITION- 45 06 33.10560(N) 093 23 37.71407(W)   ADJUSTED
 DL6711* NAD 83(2011) ELLIP HT-   242.801 (meters)        (06/27/12)   ADJUSTED
 DL6711* NAD 83(2011) EPOCH   -  2010.00
 DL6711* NAVD 88 ORTHO HEIGHT -   270.262 (meters)      886.68  (feet) ADJUSTED
 DL6711  ______________________________________________________________________
 DL6711  GEOID HEIGHT    -        -27.460 (meters)                     GEOID18
 DL6711  NAD 83(2011) X  -   -266,936.368 (meters)                     COMP
 DL6711  NAD 83(2011) Y  - -4,501,265.087 (meters)                     COMP
 DL6711  NAD 83(2011) Z  -  4,496,093.166 (meters)                     COMP
 DL6711  LAPLACE CORR    -          4.23  (seconds)                    DEFLEC18
 DL6711  DYNAMIC HEIGHT  -        270.253 (meters)      886.66  (feet) COMP
 DL6711  MODELED GRAVITY -    980,576.5   (mgal)                       NAVD 88
 DL6711
 DL6711  VERT ORDER      -  SECOND    CLASS I
 DL6711
 DL6711  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DL6711  Standards:
 DL6711         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DL6711            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DL6711  -------------------------------------------------------------------
 DL6711  NETWORK    0.30   0.39           0.14   0.09   0.20      0.04817012
 DL6711  -------------------------------------------------------------------
 DL6711  Click here for local accuracies and other accuracy information.
 DL6711
 DL6711.The horizontal coordinates were established by GPS observations
 DL6711.and adjusted by the National Geodetic Survey in June 2012.
 DL6711
 DL6711.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DL6711.been affixed to the stable North American tectonic plate. See 
 DL6711.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DL6711
 DL6711.The horizontal coordinates are valid at the epoch date displayed above
 DL6711.which is a decimal equivalence of Year/Month/Day.
 DL6711
 DL6711.The orthometric height was determined by differential leveling and
 DL6711.adjusted by the NATIONAL GEODETIC SURVEY
 DL6711.in September 2013.
 DL6711
 DL6711.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL6711.GEOID18 height accuracy estimate available here.
 DL6711
 DL6711.Click photographs - Photos may exist for this station.
 DL6711
 DL6711.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DL6711
 DL6711.The Laplace correction was computed from DEFLEC18 derived deflections.
 DL6711
 DL6711.The ellipsoidal height was determined by GPS observations
 DL6711.and is referenced to NAD 83.
 DL6711
 DL6711.The dynamic height is computed by dividing the NAVD 88
 DL6711.geopotential number by the normal gravity value computed on the
 DL6711.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL6711.degrees latitude (g = 980.6199 gals.).
 DL6711
 DL6711.The modeled gravity was interpolated from observed gravity values.
 DL6711
 DL6711. The following values were computed from the NAD 83(2011) position.
 DL6711
 DL6711;                    North         East     Units Scale Factor Converg.
 DL6711;SPC MN S     -   334,538.541   847,703.860   MT  0.99997829   +0 25 29.6
 DL6711;SPC MN S     - 1,097,565.20  2,781,175.08   sFT  0.99997829   +0 25 29.6
 DL6711;UTM  15      - 4,995,156.234   469,020.803   MT  0.99961180   -0 16 44.4
 DL6711
 DL6711!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DL6711!SPC MN S     -   0.99996193  x   0.99997829  =   0.99994022
 DL6711!UTM  15      -   0.99996193  x   0.99961180  =   0.99957375
 DL6711
 DL6711_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK6902095156(NAD 83)
 DL6711
 DL6711|---------------------------------------------------------------------|
 DL6711| PID    Reference Object                     Distance      Geod. Az  |
 DL6711|                                                           dddmmss.s |
 DL6711| DL6713 2750 AB                             201.418 METERS 03902     |
 DL6711| DL6705 2721 AA                             292.463 METERS 32101     |
 DL6711|---------------------------------------------------------------------|
 DL6711
 DL6711                          SUPERSEDED SURVEY CONTROL
 DL6711
 DL6711  NAD 83(2007)-  45 06 33.10596(N)    093 23 37.71479(W) AD(2002.00) 1
 DL6711  ELLIP H (03/18/10)  242.811  (m)                       GP(2002.00) 3 2
 DL6711  NAVD 88             270.26   (m)          886.7    (f) LEVELING    3  
 DL6711
 DL6711.Superseded values are not recommended for survey control.
 DL6711
 DL6711.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL6711.See file dsdata.pdf to determine how the superseded data were derived.
 DL6711
 DL6711_MARKER: I = METAL ROD
 DL6711_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DL6711_STAMPING: 2721 Z 2008
 DL6711_MARK LOGO: MNDT
 DL6711_PROJECTION: FLUSH
 DL6711_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DL6711_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL6711_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DL6711+SATELLITE: SATELLITE OBSERVATIONS - April 02, 2012
 DL6711_ROD/PIPE-DEPTH: 15.2 meters
 DL6711
 DL6711  HISTORY     - Date     Condition        Report By
 DL6711  HISTORY     - 20080609 MONUMENTED       MNDT
 DL6711  HISTORY     - 2008     GOOD             MNDT
 DL6711  HISTORY     - 20120402 GOOD             MNDT
 DL6711
 DL6711                          STATION DESCRIPTION
 DL6711
 DL6711'DESCRIBED BY MN DEPT OF TRANSP 2008
 DL6711'THE MARK IS IN BROOKLYN PARK, IN NORTHEAST CORNER OF COUNTY 81 AND
 DL6711'COUNTY ROAD 109 (85TH AVENUE) INTERSECTION, 95.1 FEET NORTHEAST OF
 DL6711'COUNTY 109 (85TH AVENUE), 177.4 FEET EAST OF COUNTY ROAD 81, 62.6 FEET
 DL6711'SOUTHEAST OF VALVOLINE BUILDING.
 DL6711
 DL6711                          STATION RECOVERY (2008)
 DL6711
 DL6711'RECOVERY NOTE BY MN DEPT OF TRANSP 2008 (PJG)
 DL6711'RECOVERED AS DESCRIBED.
 DL6711
 DL6711                          STATION RECOVERY (2012)
 DL6711
 DL6711'RECOVERY NOTE BY MN DEPT OF TRANSP 2012 (KMS)
 DL6711'IN BROOKLYN PARK, IN NORTHEAST CORNER OF THE JUNCTION OF COUNTY 81 AND
 DL6711'SOUTHBOUND COUNTY ROAD 109/ 85TH AVENUE, 76.5 FT (23.3 M) NORTHEAST OF
 DL6711'WESTBOUND COUNTY 109/ 85TH AVENUE, 201.0 FT (61.3 M) EAST OF COUNTY
 DL6711'ROAD 81, 62.6 FT (19.1 M) SOUTHEAST OF VALVOLINE BUILDING.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 QO1194 ***********************************************************************
 QO1194  DESIGNATION -  2722 AA
 QO1194  PID         -  QO1194
 QO1194  STATE/COUNTY-  MN/HENNEPIN
 QO1194  COUNTRY     -  US
 QO1194  USGS QUAD   -  HAMEL (2019)
 QO1194
 QO1194                         *CURRENT SURVEY CONTROL
 QO1194  ______________________________________________________________________
 QO1194* NAD 83(2011) POSITION- 45 02 06.47532(N) 093 30 44.70465(W)   ADJUSTED
 QO1194* NAD 83(2011) ELLIP HT-   280.321 (meters)        (03/15/15)   ADJUSTED
 QO1194* NAD 83(2011) EPOCH   -  2010.00
 QO1194* NAVD 88 ORTHO HEIGHT -   307.536 (meters)     1008.97  (feet) ADJUSTED
 QO1194  ______________________________________________________________________
 QO1194  GEOID HEIGHT    -        -27.218 (meters)                     GEOID18
 QO1194  NAD 83(2011) X  -   -276,612.556 (meters)                     COMP
 QO1194  NAD 83(2011) Y  - -4,506,546.091 (meters)                     COMP
 QO1194  NAD 83(2011) Z  -  4,490,306.656 (meters)                     COMP
 QO1194  LAPLACE CORR    -          4.32  (seconds)                    DEFLEC18
 QO1194  DYNAMIC HEIGHT  -        307.526 (meters)     1008.94  (feet) COMP
 QO1194  MODELED GRAVITY -    980,576.1   (mgal)                       NAVD 88
 QO1194
 QO1194  VERT ORDER      -  SECOND    CLASS I
 QO1194
 QO1194  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 QO1194  Standards:
 QO1194         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 QO1194            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 QO1194  -------------------------------------------------------------------
 QO1194  NETWORK    1.07   1.43           0.47   0.40   0.73      0.02741672
 QO1194  -------------------------------------------------------------------
 QO1194  Click here for local accuracies and other accuracy information.
 QO1194
 QO1194.The horizontal coordinates were established by GPS observations
 QO1194.and adjusted by the MN DEPT OF TRANSP in March 2015.
 QO1194
 QO1194.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 QO1194.been affixed to the stable North American tectonic plate. See 
 QO1194.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 QO1194
 QO1194.The horizontal coordinates are valid at the epoch date displayed above
 QO1194.which is a decimal equivalence of Year/Month/Day.
 QO1194
 QO1194.The orthometric height was determined by differential leveling and
 QO1194.adjusted by the NATIONAL GEODETIC SURVEY
 QO1194.in June 1991.
 QO1194
 QO1194.Significant digits in the geoid height do not necessarily reflect accuracy.
 QO1194.GEOID18 height accuracy estimate available here.
 QO1194
 QO1194.Click photographs - Photos may exist for this station.
 QO1194
 QO1194.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 QO1194
 QO1194.The Laplace correction was computed from DEFLEC18 derived deflections.
 QO1194
 QO1194.The ellipsoidal height was determined by GPS observations
 QO1194.and is referenced to NAD 83.
 QO1194
 QO1194.The dynamic height is computed by dividing the NAVD 88
 QO1194.geopotential number by the normal gravity value computed on the
 QO1194.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QO1194.degrees latitude (g = 980.6199 gals.).
 QO1194
 QO1194.The modeled gravity was interpolated from observed gravity values.
 QO1194
 QO1194. The following values were computed from the NAD 83(2011) position.
 QO1194
 QO1194;                    North         East     Units Scale Factor Converg.
 QO1194;SPC MN S     -   326,245.509   838,419.243   MT  0.99996540   +0 20 30.3
 QO1194;SPC MN S     - 1,070,357.14  2,750,713.80   sFT  0.99996540   +0 20 30.3
 QO1194;UTM  15      - 4,986,980.838   459,638.315   MT  0.99962003   -0 21 45.2
 QO1194
 QO1194!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QO1194!SPC MN S     -   0.99995605  x   0.99996540  =   0.99992145
 QO1194!UTM  15      -   0.99995605  x   0.99962003  =   0.99957610
 QO1194
 QO1194_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK5963886980(NAD 83)
 QO1194
 QO1194|---------------------------------------------------------------------|
 QO1194| PID    Reference Object                     Distance      Geod. Az  |
 QO1194|                                                           dddmmss.s |
 QO1194| DO4962 URBAN RESET                          68.501 METERS 34413     |
 QO1194| QO1871 PFLUG                               347.812 METERS 35135     |
 QO1194|---------------------------------------------------------------------|
 QO1194
 QO1194                          SUPERSEDED SURVEY CONTROL
 QO1194
 QO1194  NAD 83(1996)-  45 02 06.47288(N)    093 30 44.70359(W) AD(       ) 2
 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             307.47   (m)         1008.8    (f) LEVELING    3  
 QO1194
 QO1194.Superseded values are not recommended for survey control.
 QO1194
 QO1194.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QO1194.See file dsdata.pdf to determine how the superseded data were derived.
 QO1194
 QO1194_MARKER: DV = VERTICAL CONTROL DISK
 QO1194_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 QO1194+WITH SETTING: INTO GROUND
 QO1194_STAMPING: 2722 AA 1977
 QO1194_MARK LOGO: MNHD
 QO1194_PROJECTION: RECESSED 20 CENTIMETERS
 QO1194_MAGNETIC: I = MARKER IS A STEEL ROD
 QO1194_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QO1194_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QO1194+SATELLITE: SATELLITE OBSERVATIONS - April 07, 2020
 QO1194_ROD/PIPE-DEPTH: 2.4 meters
 QO1194
 QO1194  HISTORY     - Date     Condition        Report By
 QO1194  HISTORY     - 1977     MONUMENTED       MNHD
 QO1194  HISTORY     - 1977     GOOD             MNDT
 QO1194  HISTORY     - 19910831 GOOD             USPSQD
 QO1194  HISTORY     - 20041118 GOOD             USPSQD
 QO1194  HISTORY     - 20070813 GOOD             MNDT
 QO1194  HISTORY     - 20120412 GOOD             MNDT
 QO1194  HISTORY     - 20200407 GOOD             MNDT
 QO1194
 QO1194                          STATION DESCRIPTION
 QO1194
 QO1194'DESCRIBED BY MN HIGHWAY DEPT 1977 (DKH)
 QO1194'THE STATION IS LOCATED ABOUT 3/4 MILE SOUTHEAST OF THE TOWN OF HAMEL,
 QO1194'IN THE NORTHEAST 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.  IT IS
 QO1194'66.0 FEET SOUTH-SOUTHWEST OF THE CENTERLINE OF THE EASTBOUND LANE OF
 QO1194'TRUNK HIGHWAY 55, 24.0 FEET NORTH-NORTHEAST OF THE EXTENDED CENTERLINE
 QO1194'OF A FRONTAGE ROAD, 163.5 FEET EAST-SOUTHEAST OF THE CENTERLINE OF A
 QO1194'CROSSOVER, 86 FEET WEST-NORTHWEST OF A POWER POLE, 43 FEET
 QO1194'NORTH-NORTHEAST OF A POWER POLE, 10.3 FEET NORTHEAST OF A RIGHT-OF-WAY
 QO1194'POST, AND 1.0 FOOT NORTH OF A STEEL WITNESS POST.  THIS STATION WAS
 QO1194'USED AS AN AZIMUTH SIGHT FOR STATIONS COKE MNDT AND PFLUG MNDT.
 QO1194
 QO1194                          STATION RECOVERY (1977)
 QO1194
 QO1194'RECOVERY NOTE BY MN DEPT OF TRANSP 1977
 QO1194'0.7 MI SE FROM HAMEL.
 QO1194'THE MARK IS 0.6 MILE SOUTHEAST MEASURED ALONG TRUNK HIGHWAY 55 FROM
 QO1194'BRIDGE NUMBER 5847, THE SOO LINE RAILROAD OVER TRUNK HIGHWAY 55 IN
 QO1194'HAMEL. IT IS 66 FT. SOUTHWEST OF THE CENTERLINE OF TRUNK HIGHWAY 55
 QO1194'EASTBOUND, 117 FT. NORTHEAST OF THE NORTHEAST CORNER OF GARAGE AT
 QO1194'18305 SOUTH TRUNK HIGHWAY 55 FRONTAGE ROAD, 86 FT. NORTHWEST OF A
 QO1194'TELEPHONE POWER POLE, 43 FT. NORTHEAST OF A TELEPHONE POWER POLE. IT
 QO1194'IS 1.0 FT. NORTH OF A STEEL WITNESS POST AT TRUNK HIGHWAY 55 MILE
 QO1194'MARKER 177.2, 4.0 FT. BELOW THE LEVEL OF EASTBOUND TRUNK HIGHWAY 55.
 QO1194
 QO1194                          STATION RECOVERY (1991)
 QO1194
 QO1194'RECOVERY NOTE BY US POWER SQUADRON 1991 (REA)
 QO1194'RECOVERED IN GOOD CONDITION.
 QO1194
 QO1194                          STATION RECOVERY (2004)
 QO1194
 QO1194'RECOVERY NOTE BY US POWER SQUADRON 2004 (NDM)
 QO1194'RECOVERED IN GOOD CONDITION.
 QO1194
 QO1194                          STATION RECOVERY (2007)
 QO1194
 QO1194'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (VWC)
 QO1194'THE MARK IS LOCATED ABOUT 8.0 MI (12.9 KM) NORTH-NORTHWEST OF HOPKINS,
 QO1194'7.9 MI (12.7 KM) SOUTHWEST OF OSSEO AND 0.8 MI (1.3 KM) EAST-SOUTHEAST
 QO1194'OF HAMEL.
 QO1194'
 QO1194'TO REACH TO THE MARK GO 0.75 MI (1.2 KM) SOUTHEAST OF HAMEL, 3.2 MI
 QO1194'(5.1 KM) NORTHWEST OF INTERSTATE HIGHWAY 494, 66.0 FT (20.1 M)
 QO1194'SOUTH-SOUTHWEST OF EASTBOUND TRUNK HIGHWAY 55, 24 FT (7.3 M)
 QO1194'NORTH-NORTHEAST OF EXTENDED FRONTAGE ROAD, 163.5 FT (49.8 M)
 QO1194'EAST-SOUTHEAST OF CROSS-OVER TO URBANDALE COURT, 86 FT (26.2 M)
 QO1194'WEST-NORTHWEST OF POWER POLE, 43 FT (13.1 M) NORTH-NORTHEAST OF POWER
 QO1194'POLE, 10.3 FT (3.1 M) NORTHEAST OF RIGHT OF WAY POST, 1.0 FT (0.3 M)
 QO1194'NORTH OF A WITNESS POST.
 QO1194
 QO1194                          STATION RECOVERY (2012)
 QO1194
 QO1194'RECOVERY NOTE BY MN DEPT OF TRANSP 2012 (KMS)
 QO1194'RECOVERED AS DESCRIBED.
 QO1194
 QO1194                          STATION RECOVERY (2020)
 QO1194
 QO1194'RECOVERY NOTE BY MN DEPT OF TRANSP 2020 (MPP)
 QO1194'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DO4961 ***********************************************************************
 DO4961  DESIGNATION -  2722 AB
 DO4961  PID         -  DO4961
 DO4961  STATE/COUNTY-  MN/HENNEPIN
 DO4961  COUNTRY     -  US
 DO4961  USGS QUAD   -  OSSEO (2019)
 DO4961
 DO4961                         *CURRENT SURVEY CONTROL
 DO4961  ______________________________________________________________________
 DO4961* NAD 83(2011) POSITION- 45 01 31.19288(N) 093 29 51.23021(W)   ADJUSTED
 DO4961* NAD 83(2011) ELLIP HT-   274.541 (meters)        (03/15/15)   ADJUSTED
 DO4961* NAD 83(2011) EPOCH   -  2010.00
 DO4961* NAVD 88 ORTHO HEIGHT -   301.683 (meters)      989.77  (feet) ADJUSTED
 DO4961  ______________________________________________________________________
 DO4961  GEOID HEIGHT    -        -27.143 (meters)                     GEOID18
 DO4961  NAD 83(2011) X  -   -275,490.981 (meters)                     COMP
 DO4961  NAD 83(2011) Y  - -4,507,382.740 (meters)                     COMP
 DO4961  NAD 83(2011) Z  -  4,489,532.778 (meters)                     COMP
 DO4961  LAPLACE CORR    -          3.37  (seconds)                    DEFLEC18
 DO4961  DYNAMIC HEIGHT  -        301.676 (meters)      989.75  (feet) COMP
 DO4961  MODELED GRAVITY -    980,583.1   (mgal)                       NAVD 88
 DO4961
 DO4961  VERT ORDER      -  SECOND    CLASS I
 DO4961
 DO4961  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DO4961  Standards:
 DO4961         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DO4961            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DO4961  -------------------------------------------------------------------
 DO4961  NETWORK    0.99   1.39           0.44   0.36   0.71      0.05815321
 DO4961  -------------------------------------------------------------------
 DO4961  Click here for local accuracies and other accuracy information.
 DO4961
 DO4961.The horizontal coordinates were established by GPS observations
 DO4961.and adjusted by the MN DEPT OF TRANSP in March 2015.
 DO4961
 DO4961.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DO4961.been affixed to the stable North American tectonic plate. See 
 DO4961.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DO4961
 DO4961.The horizontal coordinates are valid at the epoch date displayed above
 DO4961.which is a decimal equivalence of Year/Month/Day.
 DO4961
 DO4961.The orthometric height was determined by differential leveling and
 DO4961.adjusted by the NATIONAL GEODETIC SURVEY
 DO4961.in September 2013.
 DO4961
 DO4961.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO4961.GEOID18 height accuracy estimate available here.
 DO4961
 DO4961.Click photographs - Photos may exist for this station.
 DO4961
 DO4961.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DO4961
 DO4961.The Laplace correction was computed from DEFLEC18 derived deflections.
 DO4961
 DO4961.The ellipsoidal height was determined by GPS observations
 DO4961.and is referenced to NAD 83.
 DO4961
 DO4961.The dynamic height is computed by dividing the NAVD 88
 DO4961.geopotential number by the normal gravity value computed on the
 DO4961.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO4961.degrees latitude (g = 980.6199 gals.).
 DO4961
 DO4961.The modeled gravity was interpolated from observed gravity values.
 DO4961
 DO4961. The following values were computed from the NAD 83(2011) position.
 DO4961
 DO4961;                    North         East     Units Scale Factor Converg.
 DO4961;SPC MN S     -   325,163.483   839,596.351   MT  0.99996382   +0 21 07.8
 DO4961;SPC MN S     - 1,066,807.19  2,754,575.69   sFT  0.99996382   +0 21 07.8
 DO4961;UTM  15      - 4,985,884.804   460,801.633   MT  0.99961889   -0 21 07.2
 DO4961
 DO4961!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DO4961!SPC MN S     -   0.99995696  x   0.99996382  =   0.99992078
 DO4961!UTM  15      -   0.99995696  x   0.99961889  =   0.99957586
 DO4961
 DO4961_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK6080185884(NAD 83)
 DO4961
 DO4961                          SUPERSEDED SURVEY CONTROL
 DO4961
 DO4961.No superseded survey control is available for this station.
 DO4961
 DO4961_MARKER: F = FLANGE-ENCASED ROD
 DO4961_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DO4961_STAMPING: 2722 AB 2012
 DO4961_MARK LOGO: MNDT
 DO4961_PROJECTION: RECESSED 3 CENTIMETERS
 DO4961_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DO4961_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DO4961_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DO4961+SATELLITE: SATELLITE OBSERVATIONS - April 07, 2020
 DO4961_ROD/PIPE-DEPTH: 6.1 meters
 DO4961
 DO4961  HISTORY     - Date     Condition        Report By
 DO4961  HISTORY     - 20120430 MONUMENTED       MNDT
 DO4961  HISTORY     - 20200407 GOOD             MNDT
 DO4961
 DO4961                          STATION DESCRIPTION
 DO4961
 DO4961'DESCRIBED BY MN DEPT OF TRANSP 2012
 DO4961'THE ROD MARK IS LOCATED ABOUT 12.9 KM (8.0 MI) SOUTHWEST OF OSSEO,
 DO4961'11.5 KM (7.1 MI) NORTH-NORTHWEST OF HOPKINS AND 2.8 KM (1.7 MI)
 DO4961'SOUTHEAST OF HAMEL.
 DO4961'
 DO4961'IN PLYMOUTH, 0.65 MI (1.0 KM) SOUTHEAST ALONG TRUNK HIGHWAY 55 FROM
 DO4961'THE JUNCTION OF TRUNK HIGHWAY 55 AND COUNTY ROAD 101 SOUTH (PEONY
 DO4961'LANE) IN PLYMOUTH, AT TRUNK HIGHWAY 55 MILE POINT 178.25.
 DO4961'
 DO4961'THE ROD MARK IS 34.6 FT (10.5 M) SOUTHWEST OF WESTBOUND TRUNK HIGHWAY
 DO4961'55, 42.9 FT (13.1 M) NORTHEAST OF EASTBOUND TRUNK HIGHWAY 55, 63.7 FT
 DO4961'(19.4 M) NORTHWEST OF CROSS-OVER AND 1.5 FT (0.5 M) SOUTHWEST OF A
 DO4961'WITNESS POST.
 DO4961
 DO4961                          STATION RECOVERY (2020)
 DO4961
 DO4961'RECOVERY NOTE BY MN DEPT OF TRANSP 2020 (MPP)
 DO4961'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DO4964 ***********************************************************************
 DO4964  DESIGNATION -  2722 AC
 DO4964  PID         -  DO4964
 DO4964  STATE/COUNTY-  MN/HENNEPIN
 DO4964  COUNTRY     -  US
 DO4964  USGS QUAD   -  HAMEL (2019)
 DO4964
 DO4964                         *CURRENT SURVEY CONTROL
 DO4964  ______________________________________________________________________
 DO4964* NAD 83(2011) POSITION- 45 03 07.56713(N) 093 33 49.15897(W)   ADJUSTED
 DO4964* NAD 83(2011) ELLIP HT-   274.945 (meters)        (03/15/15)   ADJUSTED
 DO4964* NAD 83(2011) EPOCH   -  2010.00
 DO4964* NAVD 88 ORTHO HEIGHT -   302.374 (meters)      992.04  (feet) ADJUSTED
 DO4964  ______________________________________________________________________
 DO4964  GEOID HEIGHT    -        -27.423 (meters)                     GEOID18
 DO4964  NAD 83(2011) X  -   -280,559.276 (meters)                     COMP
 DO4964  NAD 83(2011) Y  - -4,504,961.099 (meters)                     COMP
 DO4964  NAD 83(2011) Z  -  4,491,635.437 (meters)                     COMP
 DO4964  LAPLACE CORR    -          4.87  (seconds)                    DEFLEC18
 DO4964  DYNAMIC HEIGHT  -        302.357 (meters)      991.98  (feet) COMP
 DO4964  MODELED GRAVITY -    980,551.5   (mgal)                       NAVD 88
 DO4964
 DO4964  VERT ORDER      -  SECOND    CLASS I
 DO4964
 DO4964  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DO4964  Standards:
 DO4964         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DO4964            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DO4964  -------------------------------------------------------------------
 DO4964  NETWORK    0.83   1.06           0.37   0.30   0.54      0.10667708
 DO4964  -------------------------------------------------------------------
 DO4964  Click here for local accuracies and other accuracy information.
 DO4964
 DO4964.The horizontal coordinates were established by GPS observations
 DO4964.and adjusted by the MN DEPT OF TRANSP in March 2015.
 DO4964
 DO4964.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DO4964.been affixed to the stable North American tectonic plate. See 
 DO4964.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DO4964
 DO4964.The horizontal coordinates are valid at the epoch date displayed above
 DO4964.which is a decimal equivalence of Year/Month/Day.
 DO4964
 DO4964.The orthometric height was determined by differential leveling and
 DO4964.adjusted by the NATIONAL GEODETIC SURVEY
 DO4964.in September 2013.
 DO4964
 DO4964.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO4964.GEOID18 height accuracy estimate available here.
 DO4964
 DO4964.Click photographs - Photos may exist for this station.
 DO4964
 DO4964.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DO4964
 DO4964.The Laplace correction was computed from DEFLEC18 derived deflections.
 DO4964
 DO4964.The ellipsoidal height was determined by GPS observations
 DO4964.and is referenced to NAD 83.
 DO4964
 DO4964.The dynamic height is computed by dividing the NAVD 88
 DO4964.geopotential number by the normal gravity value computed on the
 DO4964.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO4964.degrees latitude (g = 980.6199 gals.).
 DO4964
 DO4964.The modeled gravity was interpolated from observed gravity values.
 DO4964
 DO4964. The following values were computed from the NAD 83(2011) position.
 DO4964
 DO4964;                    North         East     Units Scale Factor Converg.
 DO4964;SPC MN S     -   328,108.518   834,371.950   MT  0.99996820   +0 18 21.0
 DO4964;SPC MN S     - 1,076,469.36  2,737,435.31   sFT  0.99996820   +0 18 21.0
 DO4964;UTM  15      - 4,988,892.814   455,615.623   MT  0.99962422   -0 23 56.2
 DO4964
 DO4964!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DO4964!SPC MN S     -   0.99995689  x   0.99996820  =   0.99992510
 DO4964!UTM  15      -   0.99995689  x   0.99962422  =   0.99958113
 DO4964
 DO4964:                Primary Azimuth Mark                     Grid Az
 DO4964:SPC MN S     -  2722 AD                                  287 44 30.6
 DO4964:UTM  15      -  2722 AD                                  288 26 47.8
 DO4964
 DO4964_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK5561588892(NAD 83)
 DO4964
 DO4964|---------------------------------------------------------------------|
 DO4964| PID    Reference Object                     Distance      Geod. Az  |
 DO4964|                                                           dddmmss.s |
 DO4964| DO4965 2722 AD                             APPROX. 1.4 KM 2880251.6 |
 DO4964|---------------------------------------------------------------------|
 DO4964
 DO4964                          SUPERSEDED SURVEY CONTROL
 DO4964
 DO4964.No superseded survey control is available for this station.
 DO4964
 DO4964_MARKER: F = FLANGE-ENCASED ROD
 DO4964_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DO4964_STAMPING: 2722 AC 2012
 DO4964_MARK LOGO: MNDT
 DO4964_PROJECTION: RECESSED 3 CENTIMETERS
 DO4964_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DO4964_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DO4964_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DO4964+SATELLITE: SATELLITE OBSERVATIONS - April 07, 2020
 DO4964_ROD/PIPE-DEPTH: 10.7 meters
 DO4964
 DO4964  HISTORY     - Date     Condition        Report By
 DO4964  HISTORY     - 20120430 MONUMENTED       MNDT
 DO4964  HISTORY     - 20200407 GOOD             MNDT
 DO4964
 DO4964                          STATION DESCRIPTION
 DO4964
 DO4964'DESCRIBED BY MN DEPT OF TRANSP 2012
 DO4964'THE ROD MARK IS LOCATED ABOUT 14.8 KM (9.2 MI) WEST-SOUTHWEST OF
 DO4964'OSSEO, 14.0 KM (8.7 MI) EAST-SOUTHEAST OF ROCKFORD AND 3.3 KM (2.1 MI)
 DO4964'WEST-NORTHWEST OF HAMEL.
 DO4964'
 DO4964'IN MEDINA, AT THE JUNCTION OF TRUNK HIGHWAY 55 AND ARROWHEAD DRIVE, AT
 DO4964'TRUNK HIGHWAY 55 MILE POINT 174.4.
 DO4964'
 DO4964'THE ROD MARK IS 151.7 FT (46.2 M) NORTHEAST OF WESTBOUND TRUNK HIGHWAY
 DO4964'55, 57.0 FT (17.4 M) NORTHWEST OF ARROWHEAD DRIVE AND 1.5 FT (0.5 M)
 DO4964'SOUTHEAST OF A WITNESS POST.
 DO4964
 DO4964                          STATION RECOVERY (2020)
 DO4964
 DO4964'RECOVERY NOTE BY MN DEPT OF TRANSP 2020 (MPP)
 DO4964'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DO4965 ***********************************************************************
 DO4965  DESIGNATION -  2722 AD
 DO4965  PID         -  DO4965
 DO4965  STATE/COUNTY-  MN/HENNEPIN
 DO4965  COUNTRY     -  US
 DO4965  USGS QUAD   -  HAMEL (2019)
 DO4965
 DO4965                         *CURRENT SURVEY CONTROL
 DO4965  ______________________________________________________________________
 DO4965* NAD 83(2011) POSITION- 45 03 21.14379(N) 093 34 47.96256(W)   ADJUSTED
 DO4965* NAD 83(2011) ELLIP HT-   274.733 (meters)        (03/15/15)   ADJUSTED
 DO4965* NAD 83(2011) EPOCH   -  2010.00
 DO4965* NAVD 88 ORTHO HEIGHT -   302.212 (meters)      991.51  (feet) ADJUSTED
 DO4965  ______________________________________________________________________
 DO4965  GEOID HEIGHT    -        -27.478 (meters)                     GEOID18
 DO4965  NAD 83(2011) X  -   -281,825.041 (meters)                     COMP
 DO4965  NAD 83(2011) Y  - -4,504,584.711 (meters)                     COMP
 DO4965  NAD 83(2011) Z  -  4,491,931.379 (meters)                     COMP
 DO4965  LAPLACE CORR    -          4.65  (seconds)                    DEFLEC18
 DO4965  DYNAMIC HEIGHT  -        302.193 (meters)      991.44  (feet) COMP
 DO4965  MODELED GRAVITY -    980,545.1   (mgal)                       NAVD 88
 DO4965
 DO4965  VERT ORDER      -  SECOND    CLASS I
 DO4965
 DO4965  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DO4965  Standards:
 DO4965         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DO4965            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DO4965  -------------------------------------------------------------------
 DO4965  NETWORK    1.01   1.20           0.46   0.35   0.61      0.07934147
 DO4965  -------------------------------------------------------------------
 DO4965  Click here for local accuracies and other accuracy information.
 DO4965
 DO4965.The horizontal coordinates were established by GPS observations
 DO4965.and adjusted by the MN DEPT OF TRANSP in March 2015.
 DO4965
 DO4965.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DO4965.been affixed to the stable North American tectonic plate. See 
 DO4965.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DO4965
 DO4965.The horizontal coordinates are valid at the epoch date displayed above
 DO4965.which is a decimal equivalence of Year/Month/Day.
 DO4965
 DO4965.The orthometric height was determined by differential leveling and
 DO4965.adjusted by the NATIONAL GEODETIC SURVEY
 DO4965.in September 2013.
 DO4965
 DO4965.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO4965.GEOID18 height accuracy estimate available here.
 DO4965
 DO4965.Click photographs - Photos may exist for this station.
 DO4965
 DO4965.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DO4965
 DO4965.The Laplace correction was computed from DEFLEC18 derived deflections.
 DO4965
 DO4965.The ellipsoidal height was determined by GPS observations
 DO4965.and is referenced to NAD 83.
 DO4965
 DO4965.The dynamic height is computed by dividing the NAVD 88
 DO4965.geopotential number by the normal gravity value computed on the
 DO4965.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO4965.degrees latitude (g = 980.6199 gals.).
 DO4965
 DO4965.The modeled gravity was interpolated from observed gravity values.
 DO4965
 DO4965. The following values were computed from the NAD 83(2011) position.
 DO4965
 DO4965;                    North         East     Units Scale Factor Converg.
 DO4965;SPC MN S     -   328,520.874   833,083.113   MT  0.99996884   +0 17 39.8
 DO4965;SPC MN S     - 1,077,822.23  2,733,206.85   sFT  0.99996884   +0 17 39.8
 DO4965;UTM  15      - 4,989,320.846   454,332.397   MT  0.99962564   -0 24 37.9
 DO4965
 DO4965!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DO4965!SPC MN S     -   0.99995693  x   0.99996884  =   0.99992577
 DO4965!UTM  15      -   0.99995693  x   0.99962564  =   0.99958258
 DO4965
 DO4965:                Primary Azimuth Mark                     Grid Az
 DO4965:SPC MN S     -  2722 R RESET                             291 32 20.2
 DO4965:UTM  15      -  2722 R RESET                             292 14 37.9
 DO4965
 DO4965_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK5433289320(NAD 83)
 DO4965
 DO4965|---------------------------------------------------------------------|
 DO4965| PID    Reference Object                     Distance      Geod. Az  |
 DO4965|                                                           dddmmss.s |
 DO4965| DO4966 2722 R RESET                        APPROX. 1.0 KM 2915000.0 |
 DO4965|---------------------------------------------------------------------|
 DO4965
 DO4965                          SUPERSEDED SURVEY CONTROL
 DO4965
 DO4965.No superseded survey control is available for this station.
 DO4965
 DO4965_MARKER: F = FLANGE-ENCASED ROD
 DO4965_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DO4965_STAMPING: 2722 AD 2012
 DO4965_MARK LOGO: MNDT
 DO4965_PROJECTION: RECESSED 5 CENTIMETERS
 DO4965_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DO4965_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DO4965_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DO4965+SATELLITE: SATELLITE OBSERVATIONS - April 07, 2020
 DO4965_ROD/PIPE-DEPTH: 6.1 meters
 DO4965
 DO4965  HISTORY     - Date     Condition        Report By
 DO4965  HISTORY     - 20120430 MONUMENTED       MNDT
 DO4965  HISTORY     - 20200407 GOOD             MNDT
 DO4965
 DO4965                          STATION DESCRIPTION
 DO4965
 DO4965'DESCRIBED BY MN DEPT OF TRANSP 2012
 DO4965'THE ROD MARK IS LOCATED ABOUT 14.9 KM (9.3 MI) NORTH-NORTHEAST OF
 DO4965'MOUND, 12.7 KM (7.9 MI) EAST-SOUTHEAST OF ROCKFORD AND 4.6 KM (2.9 MI)
 DO4965'WEST-NORTHWEST OF HAMEL.
 DO4965'
 DO4965'IN MEDINA, 0.8 MI (1.3 KM) NORTHWEST ALONG TRUNK HIGHWAY 55 JUNCTION
 DO4965'OF TRUNK HIGHWAY 55 AND ARROWHEAD DRIVE, AT TRUNK HIGHWAY 55 MILE
 DO4965'POINT 173.55.
 DO4965'
 DO4965'THE ROD MARK IS 57.0 FT (17.4 M) NORTH OF TRUNK HIGHWAY 55, 22.2 FT
 DO4965'(6.8 M) SOUTH OF POWER POLE, 74.7 FT (22.8 M) EAST ENTRANCE AND 1.5 FT
 DO4965'(0.5 M) SOUTH OF A WITNESS POST.
 DO4965
 DO4965                          STATION RECOVERY (2020)
 DO4965
 DO4965'RECOVERY NOTE BY MN DEPT OF TRANSP 2020 (MPP)
 DO4965'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DO4973 ***********************************************************************
 DO4973  DESIGNATION -  2722 AE
 DO4973  PID         -  DO4973
 DO4973  STATE/COUNTY-  MN/HENNEPIN
 DO4973  COUNTRY     -  US
 DO4973  USGS QUAD   -  ROCKFORD (2019)
 DO4973
 DO4973                         *CURRENT SURVEY CONTROL
 DO4973  ______________________________________________________________________
 DO4973* NAD 83(2011) POSITION- 45 04 51.99970(N) 093 43 42.81066(W)   ADJUSTED
 DO4973* NAD 83(2011) ELLIP HT-   273.625 (meters)        (03/15/15)   ADJUSTED
 DO4973* NAD 83(2011) EPOCH   -  2010.00
 DO4973* NAVD 88 ORTHO HEIGHT -   301.322 (meters)      988.59  (feet) ADJUSTED
 DO4973  ______________________________________________________________________
 DO4973  GEOID HEIGHT    -        -27.693 (meters)                     GEOID18
 DO4973  NAD 83(2011) X  -   -293,375.363 (meters)                     COMP
 DO4973  NAD 83(2011) Y  - -4,501,856.500 (meters)                     COMP
 DO4973  NAD 83(2011) Z  -  4,493,911.566 (meters)                     COMP
 DO4973  LAPLACE CORR    -          0.02  (seconds)                    DEFLEC18
 DO4973  DYNAMIC HEIGHT  -        301.297 (meters)      988.51  (feet) COMP
 DO4973  MODELED GRAVITY -    980,524.7   (mgal)                       NAVD 88
 DO4973
 DO4973  VERT ORDER      -  SECOND    CLASS I
 DO4973
 DO4973  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DO4973  Standards:
 DO4973         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DO4973            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DO4973  -------------------------------------------------------------------
 DO4973  NETWORK    0.50   0.57           0.22   0.18   0.29      0.16959467
 DO4973  -------------------------------------------------------------------
 DO4973  Click here for local accuracies and other accuracy information.
 DO4973
 DO4973.The horizontal coordinates were established by GPS observations
 DO4973.and adjusted by the MN DEPT OF TRANSP in March 2015.
 DO4973
 DO4973.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DO4973.been affixed to the stable North American tectonic plate. See 
 DO4973.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DO4973
 DO4973.The horizontal coordinates are valid at the epoch date displayed above
 DO4973.which is a decimal equivalence of Year/Month/Day.
 DO4973
 DO4973.The orthometric height was determined by differential leveling and
 DO4973.adjusted by the NATIONAL GEODETIC SURVEY
 DO4973.in September 2013.
 DO4973
 DO4973.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO4973.GEOID18 height accuracy estimate available here.
 DO4973
 DO4973.Click photographs - Photos may exist for this station.
 DO4973
 DO4973.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DO4973
 DO4973.The Laplace correction was computed from DEFLEC18 derived deflections.
 DO4973
 DO4973.The ellipsoidal height was determined by GPS observations
 DO4973.and is referenced to NAD 83.
 DO4973
 DO4973.The dynamic height is computed by dividing the NAVD 88
 DO4973.geopotential number by the normal gravity value computed on the
 DO4973.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO4973.degrees latitude (g = 980.6199 gals.).
 DO4973
 DO4973.The modeled gravity was interpolated from observed gravity values.
 DO4973
 DO4973. The following values were computed from the NAD 83(2011) position.
 DO4973
 DO4973;                    North         East     Units Scale Factor Converg.
 DO4973;SPC MN S     -   331,276.033   821,371.472   MT  0.99997321   +0 11 24.9
 DO4973;SPC MN S     - 1,086,861.45  2,694,782.90   sFT  0.99997321   +0 11 24.9
 DO4973;UTM  15      - 4,992,219.028   442,659.520   MT  0.99964043   -0 30 57.3
 DO4973
 DO4973!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DO4973!SPC MN S     -   0.99995710  x   0.99997321  =   0.99993031
 DO4973!UTM  15      -   0.99995710  x   0.99964043  =   0.99959755
 DO4973
 DO4973_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK4265992219(NAD 83)
 DO4973
 DO4973                          SUPERSEDED SURVEY CONTROL
 DO4973
 DO4973.No superseded survey control is available for this station.
 DO4973
 DO4973_MARKER: F = FLANGE-ENCASED ROD
 DO4973_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DO4973_STAMPING: 2722 AE 2012
 DO4973_MARK LOGO: MNDT
 DO4973_PROJECTION: RECESSED 3 CENTIMETERS
 DO4973_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DO4973_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DO4973_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DO4973+SATELLITE: SATELLITE OBSERVATIONS - April 30, 2012
 DO4973_ROD/PIPE-DEPTH: 7.6 meters
 DO4973
 DO4973  HISTORY     - Date     Condition        Report By
 DO4973  HISTORY     - 20120430 MONUMENTED       MNDT
 DO4973
 DO4973                          STATION DESCRIPTION
 DO4973
 DO4973'DESCRIBED BY MN DEPT OF TRANSP 2012
 DO4973'THE ROD MARK IS LOCATED ABOUT 15.2 KM (9.4 MI) SOUTH-SOUTHWEST OF
 DO4973'SAINT MICHAEL, 6.4 KM (4.0 MI) NORTHEAST OF DELANO AND IN THE TOWN OF
 DO4973'ROCKFORD, MN.
 DO4973'
 DO4973'IN GREENFIELD, 0.35 MI (0.6 KM) SOUTHEAST ALONG TRUNK HIGHWAY 55 FROM
 DO4973'THE JUNCTION OF TRUNK HIGHWAY 55 AND COUNTY ROAD 50 IN ROCKFORD, AT
 DO4973'TRUNK HIGHWAY 55 MILE POINT 165.85.
 DO4973'
 DO4973'THE ROD MARK IS 91.4 FT (27.9 M) SOUTHWEST OF TRUNK HIGHWAY 55, 31.6
 DO4973'FT (9.6 M) WEST OF CABLE BOX AND 1.5 FT (0.5 M) NORTHWEST OF A WITNESS
 DO4973'POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 QO1172 ***********************************************************************
 QO1172  DESIGNATION -  2722 D
 QO1172  PID         -  QO1172
 QO1172  STATE/COUNTY-  MN/HENNEPIN
 QO1172  COUNTRY     -  US
 QO1172  USGS QUAD   -  ROCKFORD (2019)
 QO1172
 QO1172                         *CURRENT SURVEY CONTROL
 QO1172  ______________________________________________________________________
 QO1172* NAD 83(1986) POSITION- 45 04 46.33   (N) 093 42 23.19   (W)   HD_HELD1
 QO1172* NAVD 88 ORTHO HEIGHT -   309.389 (meters)     1015.05  (feet) ADJUSTED
 QO1172  ______________________________________________________________________
 QO1172  GEOID HEIGHT    -        -27.689 (meters)                     GEOID18
 QO1172  DYNAMIC HEIGHT  -        309.362 (meters)     1014.97  (feet) COMP
 QO1172  MODELED GRAVITY -    980,523.6   (mgal)                       NAVD 88
 QO1172
 QO1172  VERT ORDER      -  SECOND    CLASS I
 QO1172
 QO1172.The horizontal coordinates were determined by differentially corrected
 QO1172.hand held GPS observations or other comparable positioning techniques
 QO1172.and have an estimated accuracy of +/- 3 meters.
 QO1172
 QO1172.The orthometric height was determined by differential leveling and
 QO1172.adjusted by the NATIONAL GEODETIC SURVEY
 QO1172.in June 1991.
 QO1172
 QO1172.Significant digits in the geoid height do not necessarily reflect accuracy.
 QO1172.GEOID18 height accuracy estimate available here.
 QO1172
 QO1172.Click photographs - Photos may exist for this station.
 QO1172
 QO1172.The dynamic height is computed by dividing the NAVD 88
 QO1172.geopotential number by the normal gravity value computed on the
 QO1172.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QO1172.degrees latitude (g = 980.6199 gals.).
 QO1172
 QO1172.The modeled gravity was interpolated from observed gravity values.
 QO1172
 QO1172;                    North         East    Units  Estimated Accuracy
 QO1172;SPC MN S     -   331,107.0     823,113.4     MT  (+/- 3 meters HH1 GPS) 
 QO1172
 QO1172_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK4439892028(NAD 83)
 QO1172
 QO1172                          SUPERSEDED SURVEY CONTROL
 QO1172
 QO1172.No superseded survey control is available for this station.
 QO1172
 QO1172_MARKER: DV = VERTICAL CONTROL DISK
 QO1172_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 QO1172_STAMPING: 2722 D 1977
 QO1172_MARK LOGO: MNHD
 QO1172_PROJECTION: RECESSED 3 CENTIMETERS
 QO1172_MAGNETIC: I = MARKER IS A STEEL ROD
 QO1172_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QO1172_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 QO1172+SATELLITE: SATELLITE OBSERVATIONS - April 16, 2012
 QO1172_ROD/PIPE-DEPTH: 7.3 meters
 QO1172
 QO1172  HISTORY     - Date     Condition        Report By
 QO1172  HISTORY     - 19770401 MONUMENTED       MNDT
 QO1172  HISTORY     - 1978     GOOD             MNDT
 QO1172  HISTORY     - 20070808 GOOD             MNDT
 QO1172  HISTORY     - 20120416 GOOD             MNDT
 QO1172
 QO1172                          STATION DESCRIPTION
 QO1172
 QO1172'DESCRIBED BY MN DEPT OF TRANSP 1978
 QO1172'1.6 MI SE FROM ROCKFORD.
 QO1172'THE MARK IS 1.7 MILES SOUTHEAST MEASURED ALONG TRUNK HIGHWAY 55 FROM
 QO1172'THE WEST END OF BRIDGE NUMBER 5863, TRUNK HIGHWAY 55 OVER THE CROW
 QO1172'RIVER IN ROCKFORD. IT IS 60 FT. SOUTH OF THE CENTERLINE OF TRUNK
 QO1172'HIGHWAY 55, 69 FT. NORTH OF THE NORTHEAST CORNER OF THE BARN, 58 FT.
 QO1172'WEST OF THE CENTERLINE OF THE FIELD ENTRANCE, 13 FT. NORTHEAST OF A
 QO1172'14 INCH DIAMETER SPRUCE TREE. IT IS 1.0 FT. NORTH OF A STEEL WITNESS
 QO1172'POST AT TRUNK HIGHWAY 55 MILE MARKER 166.9, ABOUT LEVEL WITH
 QO1172'TRUNK HIGHWAY 55.
 QO1172
 QO1172                          STATION RECOVERY (2007)
 QO1172
 QO1172'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (BJB)
 QO1172'THE MARK IS LOCATED ABOUT 9.2 MI (14.8 KM) SOUTH-SOUTHWEST OF SAINT
 QO1172'MICHAEL, 4.8 MI (7.7 KM) EAST-NORTHEAST OF DELANO AND 1.5 MI (2.4 KM)
 QO1172'EAST-SOUTHEAST OF ROCKFORD.
 QO1172'
 QO1172'TO REACH TO THE MARK GO 1.7 MI (2.7 KM) SOUTHEAST OF WEST END OF TRUNK
 QO1172'HIGHWAY 55 BRIDGE 5863 OVER CROW RIVER IN ROCKFORD, AT TRUNK HIGHWAY
 QO1172'55 MILE POINT 166.9, 60 FT (18.3 M) SOUTH OF TRUNK HIGHWAY 55, 69 FT
 QO1172'(21.0 M) NORTH OF THE NORTHEAST CORNER OF BARN, 58 FT (17.7 M) WEST OF
 QO1172'A FIELD ENTRANCE, 13 FT (4.0 M) NORTHEAST OF 14 INCH (36 CM) SPRUCE
 QO1172'TREE, 1.0 FT (0.3 M) NORTH OF A WITNESS POST.
 QO1172
 QO1172                          STATION RECOVERY (2012)
 QO1172
 QO1172'RECOVERY NOTE BY MN DEPT OF TRANSP 2012 (KMS)
 QO1172'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 QO1173 ***********************************************************************
 QO1173  DESIGNATION -  2722 E
 QO1173  PID         -  QO1173
 QO1173  STATE/COUNTY-  MN/HENNEPIN
 QO1173  COUNTRY     -  US
 QO1173  USGS QUAD   -  ROCKFORD (2019)
 QO1173
 QO1173                         *CURRENT SURVEY CONTROL
 QO1173  ______________________________________________________________________
 QO1173* NAD 83(2011) POSITION- 45 04 29.72215(N) 093 41 54.67111(W)   ADJUSTED
 QO1173* NAD 83(2011) ELLIP HT-   282.031 (meters)        (03/15/15)   ADJUSTED
 QO1173* NAD 83(2011) EPOCH   -  2010.00
 QO1173* NAVD 88 ORTHO HEIGHT -   309.710 (meters)     1016.11  (feet) ADJUSTED
 QO1173  ______________________________________________________________________
 QO1173  GEOID HEIGHT    -        -27.675 (meters)                     GEOID18
 QO1173  NAD 83(2011) X  -   -291,046.906 (meters)                     COMP
 QO1173  NAD 83(2011) Y  - -4,502,501.572 (meters)                     COMP
 QO1173  NAD 83(2011) Z  -  4,493,431.871 (meters)                     COMP
 QO1173  LAPLACE CORR    -          0.38  (seconds)                    DEFLEC18
 QO1173  DYNAMIC HEIGHT  -        309.684 (meters)     1016.02  (feet) COMP
 QO1173  MODELED GRAVITY -    980,523.8   (mgal)                       NAVD 88
 QO1173
 QO1173  VERT ORDER      -  SECOND    CLASS I
 QO1173
 QO1173  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 QO1173  Standards:
 QO1173         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 QO1173            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 QO1173  -------------------------------------------------------------------
 QO1173  NETWORK    0.71   0.74           0.31   0.26   0.38      0.18740896
 QO1173  -------------------------------------------------------------------
 QO1173  Click here for local accuracies and other accuracy information.
 QO1173
 QO1173.The horizontal coordinates were established by GPS observations
 QO1173.and adjusted by the MN DEPT OF TRANSP in March 2015.
 QO1173
 QO1173.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 QO1173.been affixed to the stable North American tectonic plate. See 
 QO1173.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 QO1173
 QO1173.The horizontal coordinates are valid at the epoch date displayed above
 QO1173.which is a decimal equivalence of Year/Month/Day.
 QO1173
 QO1173.The orthometric height was determined by differential leveling and
 QO1173.adjusted by the NATIONAL GEODETIC SURVEY
 QO1173.in June 1991.
 QO1173
 QO1173.Significant digits in the geoid height do not necessarily reflect accuracy.
 QO1173.GEOID18 height accuracy estimate available here.
 QO1173
 QO1173.Click photographs - Photos may exist for this station.
 QO1173
 QO1173.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 QO1173
 QO1173.The Laplace correction was computed from DEFLEC18 derived deflections.
 QO1173
 QO1173.The ellipsoidal height was determined by GPS observations
 QO1173.and is referenced to NAD 83.
 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. The following values were computed from the NAD 83(2011) position.
 QO1173
 QO1173;                    North         East     Units Scale Factor Converg.
 QO1173;SPC MN S     -   330,596.628   823,739.048   MT  0.99997212   +0 12 40.7
 QO1173;SPC MN S     - 1,084,632.44  2,702,550.53   sFT  0.99997212   +0 12 40.7
 QO1173;UTM  15      - 4,991,510.738   445,017.757   MT  0.99963717   -0 29 40.5
 QO1173
 QO1173!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QO1173!SPC MN S     -   0.99995578  x   0.99997212  =   0.99992790
 QO1173!UTM  15      -   0.99995578  x   0.99963717  =   0.99959297
 QO1173
 QO1173:                Primary Azimuth Mark                     Grid Az
 QO1173:SPC MN S     -  2722 F                                   115 02 10.2
 QO1173:UTM  15      -  2722 F                                   115 44 31.4
 QO1173
 QO1173_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK4501791510(NAD 83)
 QO1173
 QO1173|---------------------------------------------------------------------|
 QO1173| PID    Reference Object                     Distance      Geod. Az  |
 QO1173|                                                           dddmmss.s |
 QO1173| QO1174 2722 F                              APPROX. 0.8 KM 1151450.9 |
 QO1173|---------------------------------------------------------------------|
 QO1173
 QO1173                          SUPERSEDED SURVEY CONTROL
 QO1173
 QO1173.No superseded survey control is available for this station.
 QO1173
 QO1173_MARKER: DV = VERTICAL CONTROL DISK
 QO1173_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 QO1173+WITH SETTING: INTO GROUND
 QO1173_STAMPING: 2722 E 1977
 QO1173_MARK LOGO: MNHD
 QO1173_PROJECTION: FLUSH
 QO1173_MAGNETIC: I = MARKER IS A STEEL ROD
 QO1173_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QO1173_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QO1173+SATELLITE: SATELLITE OBSERVATIONS - June 07, 2012
 QO1173_ROD/PIPE-DEPTH: 2.4 meters
 QO1173
 QO1173  HISTORY     - Date     Condition        Report By
 QO1173  HISTORY     - 19770401 MONUMENTED       MNDT
 QO1173  HISTORY     - 1978     GOOD             MNDT
 QO1173  HISTORY     - 1986     GOOD             USPSQD
 QO1173  HISTORY     - 20070808 GOOD             MNDT
 QO1173  HISTORY     - 20120416 GOOD             MNDT
 QO1173  HISTORY     - 20120607 GOOD             MNDT
 QO1173
 QO1173                          STATION DESCRIPTION
 QO1173
 QO1173'DESCRIBED BY MN DEPT OF TRANSP 1978
 QO1173'2.0 MI SE FROM ROCKFORD.
 QO1173'THE MARK IS 2.3 MILES SOUTHEAST MEASURED ALONG TRUNK HIGHWAY 55 FROM
 QO1173'THE WEST END OF BRIDGE NUMBER 5863, TRUNK HIGHWAY 55 OVER THE CROW
 QO1173'RIVER IN ROCKFORD. IT IS 56 FT. NORTHEAST OF THE CENTERLINE OF TRUNK
 QO1173'HIGHWAY 55, 84 FT. SOUTHEAST OF A TELEPHONE STAND BOX, 40 FT. EAST OF
 QO1173'A FIELD ENTRANCE. IT IS 1.0 FT. SOUTHWEST OF A STEEL WITNESS POST AT
 QO1173'TRUNK HIGHWAY 55 MILE MARKER 167.5, ABOUT LEVEL WITH TRUNK HIGHWAY
 QO1173'55.
 QO1173
 QO1173                          STATION RECOVERY (1986)
 QO1173
 QO1173'RECOVERY NOTE BY US POWER SQUADRON 1986 (NM)
 QO1173'RECOVERED IN GOOD CONDITION.
 QO1173
 QO1173                          STATION RECOVERY (2007)
 QO1173
 QO1173'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (BJB)
 QO1173'THE MARK IS LOCATED ABOUT 8.8 MI (14.2 KM) WEST-NORTHWEST OF HAMEL,
 QO1173'5.0 MI (8.0 KM) EAST-NORTHEAST OF DELANO AND 2.0 MI (3.2 KM)
 QO1173'EAST-SOUTHEAST OF ROCKFORD.
 QO1173'
 QO1173'TO REACH TO THE MARK GO 2.3 MI (3.7 KM) SOUTHEAST OF WEST END OF TRUNK
 QO1173'HIGHWAY 55 BRIDGE 5863 OVER CROW RIVER IN ROCKFORD, AT TRUNK HIGHWAY
 QO1173'55 MILE POINT 167.5, 56 FT (17.1 M) NORTHEAST OF TRUNK HIGHWAY 55, 8.4
 QO1173'FT (2.6 M) SOUTHEAST OF TELEPHONE BOX, 40 FT (12.2 M) EAST OF A FIELD
 QO1173'ENTRANCE, 1.0 FT (0.3 M) SOUTHWEST OF A WITNESS POST.
 QO1173
 QO1173                          STATION RECOVERY (2012)
 QO1173
 QO1173'RECOVERY NOTE BY MN DEPT OF TRANSP 2012 (BJB)
 QO1173'RECOVERED AS DESCRIBED.
 QO1173
 QO1173                          STATION RECOVERY (2012)
 QO1173
 QO1173'RECOVERY NOTE BY MN DEPT OF TRANSP 2012 (SXH)
 QO1173'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 QO1174 ***********************************************************************
 QO1174  DESIGNATION -  2722 F
 QO1174  PID         -  QO1174
 QO1174  STATE/COUNTY-  MN/HENNEPIN
 QO1174  COUNTRY     -  US
 QO1174  USGS QUAD   -  ROCKFORD (2019)
 QO1174
 QO1174                         *CURRENT SURVEY CONTROL
 QO1174  ______________________________________________________________________
 QO1174* NAD 83(2011) POSITION- 45 04 18.76394(N) 093 41 21.88131(W)   ADJUSTED
 QO1174* NAD 83(2011) ELLIP HT-   275.702 (meters)        (03/15/15)   ADJUSTED
 QO1174* NAD 83(2011) EPOCH   -  2010.00
 QO1174* NAVD 88 ORTHO HEIGHT -   303.366 (meters)      995.29  (feet) ADJUSTED
 QO1174  ______________________________________________________________________
 QO1174  GEOID HEIGHT    -        -27.664 (meters)                     GEOID18
 QO1174  NAD 83(2011) X  -   -290,346.268 (meters)                     COMP
 QO1174  NAD 83(2011) Y  - -4,502,782.345 (meters)                     COMP
 QO1174  NAD 83(2011) Z  -  4,493,188.483 (meters)                     COMP
 QO1174  LAPLACE CORR    -          0.65  (seconds)                    DEFLEC18
 QO1174  DYNAMIC HEIGHT  -        303.341 (meters)      995.21  (feet) COMP
 QO1174  MODELED GRAVITY -    980,524.1   (mgal)                       NAVD 88
 QO1174
 QO1174  VERT ORDER      -  SECOND    CLASS I
 QO1174
 QO1174  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 QO1174  Standards:
 QO1174         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 QO1174            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 QO1174  -------------------------------------------------------------------
 QO1174  NETWORK    0.67   0.73           0.30   0.24   0.37      0.17023361
 QO1174  -------------------------------------------------------------------
 QO1174  Click here for local accuracies and other accuracy information.
 QO1174
 QO1174.The horizontal coordinates were established by GPS observations
 QO1174.and adjusted by the MN DEPT OF TRANSP in March 2015.
 QO1174
 QO1174.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 QO1174.been affixed to the stable North American tectonic plate. See 
 QO1174.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 QO1174
 QO1174.The horizontal coordinates are valid at the epoch date displayed above
 QO1174.which is a decimal equivalence of Year/Month/Day.
 QO1174
 QO1174.The orthometric height was determined by differential leveling and
 QO1174.adjusted by the NATIONAL GEODETIC SURVEY
 QO1174.in September 2013.
 QO1174
 QO1174.Significant digits in the geoid height do not necessarily reflect accuracy.
 QO1174.GEOID18 height accuracy estimate available here.
 QO1174
 QO1174.Click photographs - Photos may exist for this station.
 QO1174
 QO1174.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 QO1174
 QO1174.The Laplace correction was computed from DEFLEC18 derived deflections.
 QO1174
 QO1174.The ellipsoidal height was determined by GPS observations
 QO1174.and is referenced to NAD 83.
 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. The following values were computed from the NAD 83(2011) position.
 QO1174
 QO1174;                    North         East     Units Scale Factor Converg.
 QO1174;SPC MN S     -   330,261.042   824,457.530   MT  0.99997159   +0 13 03.7
 QO1174;SPC MN S     - 1,083,531.44  2,704,907.75   sFT  0.99997159   +0 13 03.7
 QO1174;UTM  15      - 4,991,166.441   445,731.811   MT  0.99963621   -0 29 17.2
 QO1174
 QO1174!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QO1174!SPC MN S     -   0.99995678  x   0.99997159  =   0.99992837
 QO1174!UTM  15      -   0.99995678  x   0.99963621  =   0.99959300
 QO1174
 QO1174:                Primary Azimuth Mark                     Grid Az
 QO1174:SPC MN S     -  2722 G                                   096 40 16.1
 QO1174:UTM  15      -  2722 G                                   097 22 37.0
 QO1174
 QO1174_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK4573191166(NAD 83)
 QO1174
 QO1174|---------------------------------------------------------------------|
 QO1174| PID    Reference Object                     Distance      Geod. Az  |
 QO1174|                                                           dddmmss.s |
 QO1174| QO1175 2722 G                              APPROX. 0.9 KM 0965319.8 |
 QO1174|---------------------------------------------------------------------|
 QO1174
 QO1174                          SUPERSEDED SURVEY CONTROL
 QO1174
 QO1174  NAVD 88 (06/15/91)  303.363  (m)          995.28   (f) SUPERSEDED  2 1
 QO1174
 QO1174.Superseded values are not recommended for survey control.
 QO1174
 QO1174.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QO1174.See file dsdata.pdf to determine how the superseded data were derived.
 QO1174
 QO1174_MARKER: DV = VERTICAL CONTROL DISK
 QO1174_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 QO1174+WITH SETTING: INTO GROUND
 QO1174_STAMPING: 2722 F 1977
 QO1174_MARK LOGO: MNHD
 QO1174_PROJECTION: FLUSH
 QO1174_MAGNETIC: I = MARKER IS A STEEL ROD
 QO1174_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QO1174_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QO1174+SATELLITE: SATELLITE OBSERVATIONS - June 07, 2012
 QO1174_ROD/PIPE-DEPTH: 2.4 meters
 QO1174
 QO1174  HISTORY     - Date     Condition        Report By
 QO1174  HISTORY     - 19770401 MONUMENTED       MNDT
 QO1174  HISTORY     - 1978     GOOD             MNDT
 QO1174  HISTORY     - 20070808 GOOD             MNDT
 QO1174  HISTORY     - 20120416 GOOD             MNDT
 QO1174  HISTORY     - 20120607 GOOD             MNDT
 QO1174
 QO1174                          STATION DESCRIPTION
 QO1174
 QO1174'DESCRIBED BY MN DEPT OF TRANSP 1978
 QO1174'2.4 MI SE FROM ROCKFORD.
 QO1174'THE MARK IS 2.9 MILES SOUTHEAST MEASURED ALONG TRUNK HIGHWAY 55 FROM
 QO1174'THE WEST END OF BRIDGE NUMBER 5863, TRUNK HIGHWAY 55 OVER THE CROW
 QO1174'RIVER IN ROCKFORD. IT IS 49 FT. SOUTH OF THE CENTERLINE OF TRUNK
 QO1174'HIGHWAY 55, 120 FT. WEST OF A POWER POLE, 51 FT. NORTH OF THE
 QO1174'CENTERLINE OF THE RAILROAD TRACK. IT IS 1.0 FT. NORTH OF A STEEL
 QO1174'WITNESS POST AT TRUNK HIGHWAY 55 MILE MARKER 168.0, 3.0 FT. BELOW THE
 QO1174'LEVEL OF TRUNK HIGHWAY 55.
 QO1174
 QO1174                          STATION RECOVERY (2007)
 QO1174
 QO1174'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (BJB)
 QO1174'THE MARK IS LOCATED ABOUT 8.3 MI (13.4 KM) WEST-NORTHWEST OF HAMEL,
 QO1174'5.3 MI (8.5 KM) EAST-NORTHEAST OF DELANO AND 2.5 MI (4.0 KM)
 QO1174'EAST-SOUTHEAST OF ROCKFORD.
 QO1174'
 QO1174'TO REACH TO THE MARK GO 2.9 MI (4.7 KM) SOUTHEAST OF WEST END OF TRUNK
 QO1174'HIGHWAY 55 BRIDGE 5863 OVER CROW RIVER IN ROCKFORD, AT TRUNK HIGHWAY
 QO1174'55 MILE POINT 168.0, 49 FT (14.9 M) SOUTH OF TRUNK HIGHWAY 55, 120 FT
 QO1174'(36.6 M) WEST OF POWER POLE, 51 FT (15.5 M) NORTH OF RAILROAD, 250 FT
 QO1174'(76.2 M) EAST OF NORTH SHORE DRIVE(IN SUMAC), 1.0 FT (0.3 M) NORTH OF
 QO1174'A WITNESS POST.
 QO1174
 QO1174                          STATION RECOVERY (2012)
 QO1174
 QO1174'RECOVERY NOTE BY MN DEPT OF TRANSP 2012 (KMS)
 QO1174'RECOVERED AS DESCRIBED.
 QO1174
 QO1174                          STATION RECOVERY (2012)
 QO1174
 QO1174'RECOVERY NOTE BY MN DEPT OF TRANSP 2012 (CXJ)
 QO1174'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 QO1175 ***********************************************************************
 QO1175  DESIGNATION -  2722 G
 QO1175  PID         -  QO1175
 QO1175  STATE/COUNTY-  MN/HENNEPIN
 QO1175  COUNTRY     -  US
 QO1175  USGS QUAD   -  ROCKFORD (2019)
 QO1175
 QO1175                         *CURRENT SURVEY CONTROL
 QO1175  ______________________________________________________________________
 QO1175* NAD 83(2011) POSITION- 45 04 15.20045(N) 093 40 40.28151(W)   ADJUSTED
 QO1175* NAD 83(2011) ELLIP HT-   277.265 (meters)        (03/15/15)   ADJUSTED
 QO1175* NAD 83(2011) EPOCH   -  2010.00
 QO1175* NAVD 88 ORTHO HEIGHT -   304.920 (meters)     1000.39  (feet) ADJUSTED
 QO1175  ______________________________________________________________________
 QO1175  GEOID HEIGHT    -        -27.658 (meters)                     GEOID18
 QO1175  NAD 83(2011) X  -   -289,443.201 (meters)                     COMP
 QO1175  NAD 83(2011) Y  - -4,502,919.638 (meters)                     COMP
 QO1175  NAD 83(2011) Z  -  4,493,111.897 (meters)                     COMP
 QO1175  LAPLACE CORR    -          1.02  (seconds)                    DEFLEC18
 QO1175  DYNAMIC HEIGHT  -        304.894 (meters)     1000.31  (feet) COMP
 QO1175  MODELED GRAVITY -    980,523.7   (mgal)                       NAVD 88
 QO1175
 QO1175  VERT ORDER      -  SECOND    CLASS I
 QO1175
 QO1175  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 QO1175  Standards:
 QO1175         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 QO1175            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 QO1175  -------------------------------------------------------------------
 QO1175  NETWORK    0.63   0.69           0.28   0.23   0.35      0.15142794
 QO1175  -------------------------------------------------------------------
 QO1175  Click here for local accuracies and other accuracy information.
 QO1175
 QO1175.The horizontal coordinates were established by GPS observations
 QO1175.and adjusted by the MN DEPT OF TRANSP in March 2015.
 QO1175
 QO1175.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 QO1175.been affixed to the stable North American tectonic plate. See 
 QO1175.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 QO1175
 QO1175.The horizontal coordinates are valid at the epoch date displayed above
 QO1175.which is a decimal equivalence of Year/Month/Day.
 QO1175
 QO1175.The orthometric height was determined by differential leveling and
 QO1175.adjusted by the NATIONAL GEODETIC SURVEY
 QO1175.in September 2013.
 QO1175
 QO1175.Significant digits in the geoid height do not necessarily reflect accuracy.
 QO1175.GEOID18 height accuracy estimate available here.
 QO1175
 QO1175.Click photographs - Photos may exist for this station.
 QO1175
 QO1175.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 QO1175
 QO1175.The Laplace correction was computed from DEFLEC18 derived deflections.
 QO1175
 QO1175.The ellipsoidal height was determined by GPS observations
 QO1175.and is referenced to NAD 83.
 QO1175
 QO1175.The dynamic height is computed by dividing the NAVD 88
 QO1175.geopotential number by the normal gravity value computed on the
 QO1175.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QO1175.degrees latitude (g = 980.6199 gals.).
 QO1175
 QO1175.The modeled gravity was interpolated from observed gravity values.
 QO1175
 QO1175. The following values were computed from the NAD 83(2011) position.
 QO1175
 QO1175;                    North         East     Units Scale Factor Converg.
 QO1175;SPC MN S     -   330,154.561   825,367.906   MT  0.99997141   +0 13 32.9
 QO1175;SPC MN S     - 1,083,182.09  2,707,894.54   sFT  0.99997141   +0 13 32.9
 QO1175;UTM  15      - 4,991,048.795   446,640.501   MT  0.99963501   -0 28 47.7
 QO1175
 QO1175!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QO1175!SPC MN S     -   0.99995653  x   0.99997141  =   0.99992794
 QO1175!UTM  15      -   0.99995653  x   0.99963501  =   0.99959156
 QO1175
 QO1175:                Primary Azimuth Mark                     Grid Az
 QO1175:SPC MN S     -  2722 F                                   276 40 16.4
 QO1175:UTM  15      -  2722 F                                   277 22 37.0
 QO1175
 QO1175_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK4664091048(NAD 83)
 QO1175
 QO1175|---------------------------------------------------------------------|
 QO1175| PID    Reference Object                     Distance      Geod. Az  |
 QO1175|                                                           dddmmss.s |
 QO1175| QO1174 2722 F                              APPROX. 0.9 KM 2765349.3 |
 QO1175|---------------------------------------------------------------------|
 QO1175
 QO1175                          SUPERSEDED SURVEY CONTROL
 QO1175
 QO1175  NAD 83(1996)-  45 04 15.20133(N)    093 40 40.27984(W) AD(       ) 3
 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  NAVD 88 (06/15/91)  304.904  (m)         1000.34   (f) SUPERSEDED  2 1
 QO1175  NGVD 29             304.82   (m)         1000.1    (f) LEVELING    3  
 QO1175
 QO1175.Superseded values are not recommended for survey control.
 QO1175
 QO1175.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QO1175.See file dsdata.pdf to determine how the superseded data were derived.
 QO1175
 QO1175_MARKER: DV = VERTICAL CONTROL DISK
 QO1175_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 QO1175+WITH SETTING: INTO GROUND
 QO1175_STAMPING: 2722 G 1977
 QO1175_MARK LOGO: MNHD
 QO1175_PROJECTION: RECESSED 3 CENTIMETERS
 QO1175_MAGNETIC: I = MARKER IS A STEEL ROD
 QO1175_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QO1175_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QO1175+SATELLITE: SATELLITE OBSERVATIONS - June 07, 2012
 QO1175_ROD/PIPE-DEPTH: 2.4 meters
 QO1175
 QO1175  HISTORY     - Date     Condition        Report By
 QO1175  HISTORY     - 1977     MONUMENTED       MNDT
 QO1175  HISTORY     - 1978     GOOD             MNDT
 QO1175  HISTORY     - 20070808 GOOD             MNDT
 QO1175  HISTORY     - 20120416 GOOD             MNDT
 QO1175  HISTORY     - 20120607 GOOD             MNDT
 QO1175
 QO1175                          STATION DESCRIPTION
 QO1175
 QO1175'DESCRIBED BY MN DEPT OF TRANSP 1977 (DKH)
 QO1175'THE STATION IS LOCATED ABOUT 2-1/2 MILES SOUTHEAST OF THE TOWN OF
 QO1175'ROCKFORD, IN THE SW 1/4 OF SECTION 35, T119N, R24W, ON THE SOUTH
 QO1175'RIGHT-OF-WAY OF TRUNK HIGHWAY 55 AT MILEPOINT 168.6.
 QO1175'
 QO1175'TO REACH THE STATION FROM THE TRUNK HIGHWAY 55 BRIDGE OVER THE CROW
 QO1175'RIVER, IN ROCKFORD, GO SOUTHEAST ON TRUNK HIGHWAY 55 FOR 3.2 MILES TO
 QO1175'THE STATION ON THE RIGHT.
 QO1175'
 QO1175'THE STATION MARK, A STANDARD MNDT VERTICAL CONTROL MONUMENT DISK
 QO1175'STAMPED---2722 G 1977---, IS SET ON THE TOP OF A 5/8 INCH DIAMETER
 QO1175'DRIVEN STEEL ROD THAT IS FLUSH WITH THE SURFACE OF THE GROUND.  THE
 QO1175'MARK IS 46.0 FEET SOUTH OF THE CENTERLINE OF TRUNK HIGHWAY 55, 83 FEET
 QO1175'EAST OF THE CENTER OF AN ENTRANCE, 95.7 FEET NORTH-NORTHEAST OF THE
 QO1175'NORTH RAIL OF THE SOO LINE RAILROAD TRACKS, AND 0.8 FOOT NORTH OF A
 QO1175'STEEL WITNESS POST.
 QO1175'
 QO1175'THIS STATION WAS USED AS AN AZIMUTH SIGHT FOR STATION SARAH MNDT.
 QO1175
 QO1175                          STATION RECOVERY (1978)
 QO1175
 QO1175'RECOVERY NOTE BY MN DEPT OF TRANSP 1978
 QO1175'2.7 MI NW FROM LORETTO.
 QO1175'THE MARK IS 3.5 MILES SOUTHEAST MEASURED ALONG TRUNK HIGHWAY 55 FROM
 QO1175'THE WEST END OF BRIDGE NUMBER 5863, TRUNK HIGHWAY 55 OVER THE CROW
 QO1175'RIVER IN ROCKFORD. IT IS 47 FT. SOUTH OF THE CENTERLINE OF TRUNK
 QO1175'HIGHWAY 55, 99 FT. NORTH OF THE CENTERLINE OF THE RAILROAD TRACKS,
 QO1175'83 FT. EAST OF THE CENTERLINE OF THE FIELD ENTRANCE. IT IS 1.0 FT.
 QO1175'NORTH OF A STEEL WITNESS POST AT TRUNK HIGHWAY 55 MILE MARKER 168.6
 QO1175'2.5 FT. BELOW THE LEVEL OF TRUNK HIGHWAY 55.
 QO1175
 QO1175                          STATION RECOVERY (2007)
 QO1175
 QO1175'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (BJB)
 QO1175'THE MARK IS LOCATED ABOUT 7.7 MI (12.4 KM) WEST-NORTHWEST OF HAMEL,
 QO1175'5.8 MI (9.3 KM) EAST-NORTHEAST OF DELANO AND 3.0 MI (4.8 KM)
 QO1175'EAST-SOUTHEAST OF ROCKFORD.
 QO1175'
 QO1175'TO REACH TO THE MARK GO 2.5 MI (4.0 KM) SOUTHEAST OF ROCKFORD, 3.2 MI
 QO1175'(5.1 KM) SOUTHEAST OF CROW RIVER, 46.0 FT (14.0 M) SOUTH OF TRUNK
 QO1175'HIGHWAY 55, AT TRUNK HIGHWAY 55 MILE POINT 168.6, 83 FT (25.3 M) EAST
 QO1175'OF DRIVEWAY SOUTH, 95.7 FT (29.2 M) NORTH-NORTHEAST OF NORTH RAIL OF
 QO1175'RAILROAD, 120 FT (36.6 M) EAST OF YVETTE STREET TO NORTH, 1.0 FT (0.3
 QO1175'M) NORTH OF A WITNESS POST.
 QO1175
 QO1175                          STATION RECOVERY (2012)
 QO1175
 QO1175'RECOVERY NOTE BY MN DEPT OF TRANSP 2012 (BJB)
 QO1175'RECOVERED AS DESCRIBED.
 QO1175
 QO1175                          STATION RECOVERY (2012)
 QO1175
 QO1175'RECOVERY NOTE BY MN DEPT OF TRANSP 2012 (JXJ)
 QO1175'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 QO1176 ***********************************************************************
 QO1176  DESIGNATION -  2722 H
 QO1176  PID         -  QO1176
 QO1176  STATE/COUNTY-  MN/HENNEPIN
 QO1176  COUNTRY     -  US
 QO1176  USGS QUAD   -  ROCKFORD (2019)
 QO1176
 QO1176                         *CURRENT SURVEY CONTROL
 QO1176  ______________________________________________________________________
 QO1176* NAD 83(2011) POSITION- 45 04 08.49615(N) 093 40 15.20004(W)   ADJUSTED
 QO1176* NAD 83(2011) ELLIP HT-   287.562 (meters)        (06/27/12)   ADJUSTED
 QO1176* NAD 83(2011) EPOCH   -  2010.00
 QO1176* NAVD 88 ORTHO HEIGHT -   315.216 (meters)     1034.17  (feet) ADJUSTED
 QO1176  ______________________________________________________________________
 QO1176  GEOID HEIGHT    -        -27.648 (meters)                     GEOID18
 QO1176  NAD 83(2011) X  -   -288,905.498 (meters)                     COMP
 QO1176  NAD 83(2011) Y  - -4,503,108.288 (meters)                     COMP
 QO1176  NAD 83(2011) Z  -  4,492,973.014 (meters)                     COMP
 QO1176  LAPLACE CORR    -          1.35  (seconds)                    DEFLEC18
 QO1176  DYNAMIC HEIGHT  -        315.189 (meters)     1034.08  (feet) COMP
 QO1176  MODELED GRAVITY -    980,523.6   (mgal)                       NAVD 88
 QO1176
 QO1176  VERT ORDER      -  SECOND    CLASS I
 QO1176
 QO1176  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 QO1176  Standards:
 QO1176         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 QO1176            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 QO1176  -------------------------------------------------------------------
 QO1176  NETWORK    0.45   0.59           0.20   0.16   0.30      0.08812191
 QO1176  -------------------------------------------------------------------
 QO1176  Click here for local accuracies and other accuracy information.
 QO1176
 QO1176.The horizontal coordinates were established by GPS observations
 QO1176.and adjusted by the National Geodetic Survey in June 2012.
 QO1176
 QO1176.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 QO1176.been affixed to the stable North American tectonic plate. See 
 QO1176.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 QO1176
 QO1176.The horizontal coordinates are valid at the epoch date displayed above
 QO1176.which is a decimal equivalence of Year/Month/Day.
 QO1176
 QO1176.The orthometric height was determined by differential leveling and
 QO1176.adjusted by the NATIONAL GEODETIC SURVEY
 QO1176.in September 2013.
 QO1176
 QO1176.Significant digits in the geoid height do not necessarily reflect accuracy.
 QO1176.GEOID18 height accuracy estimate available here.
 QO1176
 QO1176.Click photographs - Photos may exist for this station.
 QO1176
 QO1176.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 QO1176
 QO1176.The Laplace correction was computed from DEFLEC18 derived deflections.
 QO1176
 QO1176.The ellipsoidal height was determined by GPS observations
 QO1176.and is referenced to NAD 83.
 QO1176
 QO1176.The dynamic height is computed by dividing the NAVD 88
 QO1176.geopotential number by the normal gravity value computed on the
 QO1176.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QO1176.degrees latitude (g = 980.6199 gals.).
 QO1176
 QO1176.The modeled gravity was interpolated from observed gravity values.
 QO1176
 QO1176. The following values were computed from the NAD 83(2011) position.
 QO1176
 QO1176;                    North         East     Units Scale Factor Converg.
 QO1176;SPC MN S     -   329,949.791   825,917.373   MT  0.99997109   +0 13 50.5
 QO1176;SPC MN S     - 1,082,510.27  2,709,697.25   sFT  0.99997109   +0 13 50.5
 QO1176;UTM  15      - 4,990,837.343   447,187.220   MT  0.99963430   -0 28 29.9
 QO1176
 QO1176!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QO1176!SPC MN S     -   0.99995492  x   0.99997109  =   0.99992601
 QO1176!UTM  15      -   0.99995492  x   0.99963430  =   0.99958923
 QO1176
 QO1176_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK4718790837(NAD 83)
 QO1176
 QO1176                          SUPERSEDED SURVEY CONTROL
 QO1176
 QO1176  NAD 83(2007)-  45 04 08.49639(N)    093 40 15.20093(W) AD(2002.00) 1
 QO1176  ELLIP H (10/05/09)  287.595  (m)                       GP(2002.00) 3 2
 QO1176  NAVD 88             315.20   (m)         1034.1    (f) LEVELING    3  
 QO1176  NAVD 88 (06/15/91)  315.202  (m)         1034.13   (f) SUPERSEDED  2 1
 QO1176
 QO1176.Superseded values are not recommended for survey control.
 QO1176
 QO1176.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QO1176.See file dsdata.pdf to determine how the superseded data were derived.
 QO1176
 QO1176_MARKER: DV = VERTICAL CONTROL DISK
 QO1176_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 QO1176+WITH SETTING: INTO GROUND
 QO1176_STAMPING: 2722 H 1977
 QO1176_MARK LOGO: MNHD
 QO1176_PROJECTION: RECESSED 5 CENTIMETERS
 QO1176_MAGNETIC: I = MARKER IS A STEEL ROD
 QO1176_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QO1176_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QO1176+SATELLITE: SATELLITE OBSERVATIONS - April 16, 2012
 QO1176_ROD/PIPE-DEPTH: 2.4 meters
 QO1176
 QO1176  HISTORY     - Date     Condition        Report By
 QO1176  HISTORY     - 19770401 MONUMENTED       MNDT
 QO1176  HISTORY     - 1978     GOOD             MNDT
 QO1176  HISTORY     - 19910831 MARK NOT FOUND   USPSQD
 QO1176  HISTORY     - 20060712 GOOD             MNDT
 QO1176  HISTORY     - 20070808 GOOD             MNDT
 QO1176  HISTORY     - 20120416 GOOD             MNDT
 QO1176
 QO1176                          STATION DESCRIPTION
 QO1176
 QO1176'DESCRIBED BY MN DEPT OF TRANSP 1978
 QO1176'2.1 MI NW FROM LORETTO.
 QO1176'THE MARK IS 3.9 MILES SOUTHEAST MEASURED ALONG TRUNK HIGHWAY 55 FROM
 QO1176'THE WEST END OF BRIDGE NUMBER 5863, TRUNK HIGHWAY 55 OVER THE CROW
 QO1176'RIVER IN ROCKFORD. IT IS 55 FT. SOUTH OF THE CENTERLINE OF TRUNK
 QO1176'HIGHWAY 55, 70 FT. EAST OF THE CENTERLINE OF EAST LAKE SARAH HEIGHTS
 QO1176'ROAD, 60 FT. NORTHWEST OF A POWER POLE. IT IS 1.4 FT. NORTH OF A
 QO1176'STEEL WITNESS POST AT TRUNK HIGHWAY 55 MILE MARKER 168.9, 0.5 FT.
 QO1176'ABOVE THE LEVEL OF TRUNK HIGHWAY 55.
 QO1176
 QO1176                          STATION RECOVERY (1991)
 QO1176
 QO1176'RECOVERY NOTE BY US POWER SQUADRON 1991 (REA)
 QO1176'MARK NOT FOUND.
 QO1176
 QO1176                          STATION RECOVERY (2006)
 QO1176
 QO1176'RECOVERY NOTE BY MN DEPT OF TRANSP 2006 (KMS)
 QO1176'3.9 MILES SOUTHEAST OF WEST END OF TRUNK HIGHWAY 55 BRIDGE 5863 OVER
 QO1176'CROW RIVER IN ROCKFORD, AT TRUNK HIGHWAY 55 MILEPOINT 168.9, 55 FEET
 QO1176'SOUTH OF TRUNK HIGHWAY 55, 79 FEET EAST OF EAST LAKE SARAH HEIGHTS
 QO1176'ROAD, 60 FEET NORTHWEST OF POWER POLE, 1.4 FEET NORTH OF WITNESS POST.
 QO1176
 QO1176                          STATION RECOVERY (2007)
 QO1176
 QO1176'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (VWC)
 QO1176'THE MARK IS LOCATED ABOUT 7.4 MI (11.9 KM) WEST-NORTHWEST OF HAMEL,
 QO1176'6.1 MI (9.8 KM) EAST-NORTHEAST OF DELANO AND 3.4 MI (5.5 KM)
 QO1176'EAST-SOUTHEAST OF ROCKFORD.
 QO1176'
 QO1176'TO REACH TO THE MARK GO 3.9 MI (6.3 KM) SOUTHEAST OF WEST END OF TRUNK
 QO1176'HIGHWAY 55 BRIDGE 5863 OVER CROW RIVER IN ROCKFORD, AT TRUNK HIGHWAY
 QO1176'55 MILE POINT 168.9, 55 FT (16.8 M) SOUTH OF TRUNK HIGHWAY 55, 79 FT
 QO1176'(24.1 M) EAST OF EAST LAKE SARAH HEIGHTS ROAD, 60 FT (18.3 M)
 QO1176'NORTHWEST OF POWER POLE, 1.4 FT (0.4 M) NORTH OF A WITNESS POST.
 QO1176
 QO1176                          STATION RECOVERY (2012)
 QO1176
 QO1176'RECOVERY NOTE BY MN DEPT OF TRANSP 2012 (BJB)
 QO1176'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 QO1178 ***********************************************************************
 QO1178  DESIGNATION -  2722 K
 QO1178  PID         -  QO1178
 QO1178  STATE/COUNTY-  MN/HENNEPIN
 QO1178  COUNTRY     -  US
 QO1178  USGS QUAD   -  ROCKFORD (2019)
 QO1178
 QO1178                         *CURRENT SURVEY CONTROL
 QO1178  ______________________________________________________________________
 QO1178* NAD 83(2011) POSITION- 45 04 03.76520(N) 093 39 06.56796(W)   ADJUSTED
 QO1178* NAD 83(2011) ELLIP HT-   287.611 (meters)        (03/15/15)   ADJUSTED
 QO1178* NAD 83(2011) EPOCH   -  2010.00
 QO1178* NAVD 88 ORTHO HEIGHT -   315.235 (meters)     1034.23  (feet) ADJUSTED
 QO1178  ______________________________________________________________________
 QO1178  GEOID HEIGHT    -        -27.632 (meters)                     GEOID18
 QO1178  NAD 83(2011) X  -   -287,413.716 (meters)                     COMP
 QO1178  NAD 83(2011) Y  - -4,503,307.391 (meters)                     COMP
 QO1178  NAD 83(2011) Z  -  4,492,869.897 (meters)                     COMP
 QO1178  LAPLACE CORR    -          1.99  (seconds)                    DEFLEC18
 QO1178  DYNAMIC HEIGHT  -        315.208 (meters)     1034.14  (feet) COMP
 QO1178  MODELED GRAVITY -    980,523.5   (mgal)                       NAVD 88
 QO1178
 QO1178  VERT ORDER      -  SECOND    CLASS I
 QO1178
 QO1178  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 QO1178  Standards:
 QO1178         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 QO1178            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 QO1178  -------------------------------------------------------------------
 QO1178  NETWORK    0.52   0.63           0.24   0.18   0.32      0.08256292
 QO1178  -------------------------------------------------------------------
 QO1178  Click here for local accuracies and other accuracy information.
 QO1178
 QO1178.The horizontal coordinates were established by GPS observations
 QO1178.and adjusted by the MN DEPT OF TRANSP in March 2015.
 QO1178
 QO1178.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 QO1178.been affixed to the stable North American tectonic plate. See 
 QO1178.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 QO1178
 QO1178.The horizontal coordinates are valid at the epoch date displayed above
 QO1178.which is a decimal equivalence of Year/Month/Day.
 QO1178
 QO1178.The orthometric height was determined by differential leveling and
 QO1178.adjusted by the NATIONAL GEODETIC SURVEY
 QO1178.in September 2013.
 QO1178
 QO1178.Significant digits in the geoid height do not necessarily reflect accuracy.
 QO1178.GEOID18 height accuracy estimate available here.
 QO1178
 QO1178.Click photographs - Photos may exist for this station.
 QO1178
 QO1178.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 QO1178
 QO1178.The Laplace correction was computed from DEFLEC18 derived deflections.
 QO1178
 QO1178.The ellipsoidal height was determined by GPS observations
 QO1178.and is referenced to NAD 83.
 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. The following values were computed from the NAD 83(2011) position.
 QO1178
 QO1178;                    North         East     Units Scale Factor Converg.
 QO1178;SPC MN S     -   329,809.970   827,419.306   MT  0.99997086   +0 14 38.6
 QO1178;SPC MN S     - 1,082,051.54  2,714,624.84   sFT  0.99997086   +0 14 38.6
 QO1178;UTM  15      - 4,990,679.091   448,686.811   MT  0.99963238   -0 27 41.3
 QO1178
 QO1178!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QO1178!SPC MN S     -   0.99995491  x   0.99997086  =   0.99992577
 QO1178!UTM  15      -   0.99995491  x   0.99963238  =   0.99958731
 QO1178
 QO1178:                Primary Azimuth Mark                     Grid Az
 QO1178:SPC MN S     -  2722 L                                   115 18 14.7
 QO1178:UTM  15      -  2722 L                                   116 00 34.6
 QO1178
 QO1178_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK4868690679(NAD 83)
 QO1178
 QO1178|---------------------------------------------------------------------|
 QO1178| PID    Reference Object                     Distance      Geod. Az  |
 QO1178|                                                           dddmmss.s |
 QO1178| QO1179 2722 L                              APPROX. 0.6 KM 1153253.3 |
 QO1178|---------------------------------------------------------------------|
 QO1178
 QO1178                          SUPERSEDED SURVEY CONTROL
 QO1178
 QO1178  NAVD 88 (06/15/91)  315.246  (m)         1034.27   (f) SUPERSEDED  2 1
 QO1178
 QO1178.Superseded values are not recommended for survey control.
 QO1178
 QO1178.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QO1178.See file dsdata.pdf to determine how the superseded data were derived.
 QO1178
 QO1178_MARKER: DV = VERTICAL CONTROL DISK
 QO1178_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 QO1178+WITH SETTING: INTO GROUND
 QO1178_STAMPING: 2722 K 1977
 QO1178_MARK LOGO: MNHD
 QO1178_PROJECTION: RECESSED 5 CENTIMETERS
 QO1178_MAGNETIC: I = MARKER IS A STEEL ROD
 QO1178_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QO1178_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QO1178+SATELLITE: SATELLITE OBSERVATIONS - June 07, 2012
 QO1178_ROD/PIPE-DEPTH: 2.4 meters
 QO1178
 QO1178  HISTORY     - Date     Condition        Report By
 QO1178  HISTORY     - 1977     MONUMENTED       MNDT
 QO1178  HISTORY     - 1978     GOOD             MNDT
 QO1178  HISTORY     - 20060710 GOOD             MNDT
 QO1178  HISTORY     - 20070809 GOOD             MNDT
 QO1178  HISTORY     - 20120416 GOOD             MNDT
 QO1178  HISTORY     - 20120607 GOOD             MNDT
 QO1178
 QO1178                          STATION DESCRIPTION
 QO1178
 QO1178'DESCRIBED BY MN DEPT OF TRANSP 1978
 QO1178'1.4 MI NW FROM LORETTO.
 QO1178'THE MARK IS 4.9 MILES SOUTHEAST MEASURED ALONG TRUNK HIGHWAY 55 FROM
 QO1178'THE WEST END OF BRIDGE NUMBER 5863, TRUNK HIGHWAY 55 OVER THE CROW
 QO1178'RIVER IN ROCKFORD. IT IS 58 FT. SOUTHWEST OF THE CENTERLINE OF TRUNK
 QO1178'HIGHWAY 55, 28 FT. SOUTHEAST OF THE END OF A METAL PIPE CULVERT AT
 QO1178'THE DITCH BLOCK, 13 FT. NORTH OF THE FENCE LINE. IT IS 1.0 FT. NORTH
 QO1178'OF A STEEL WITNESS POST AT TRUNK HIGHWAY 55 MILE MARKER 169.9, ABOUT
 QO1178'LEVEL WITH TRUNK HIGHWAY 55.
 QO1178
 QO1178                          STATION RECOVERY (2006)
 QO1178
 QO1178'RECOVERY NOTE BY MN DEPT OF TRANSP 2006 (KMS)
 QO1178'1.4 MILES NORTHWEST OF LORETTO, 4.9 MILES SOUTHEAST OF WEST END OF
 QO1178'TRUNK HIGHWAY 55 BRIDGE 5863 OVER CROW RIVER IN ROCKFORD, AT TRUNK
 QO1178'HIGHWAY 55 MILEPOINT 169.9, 58 FEET SOUTHWEST OF TRUNK HIGHWAY 55, 900
 QO1178'FEET WEST OF KLAERS DRIVE, 13 FEET NORTH OF FENCELINE, 1.0 FEET NORTH
 QO1178'OF WITNESS POST
 QO1178
 QO1178                          STATION RECOVERY (2007)
 QO1178
 QO1178'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (BJB)
 QO1178'THE MARK IS LOCATED ABOUT 6.9 MI (11.1 KM) EAST-NORTHEAST OF DELANO,
 QO1178'6.4 MI (10.3 KM) WEST-NORTHWEST OF HAMEL AND 4.3 MI (6.9 KM)
 QO1178'EAST-SOUTHEAST OF ROCKFORD.
 QO1178'
 QO1178'TO REACH TO THE MARK GO 1.4 MI (2.3 KM) NORTHWEST OF LORETO, 4.9 MI
 QO1178'(7.9 KM) SOUTHEAST OF WEST END OF TRUNK HIGHWAY 55 BRIDGE 5863 OVER
 QO1178'CROW RIVER IN ROCKFORD, AT TRUNK HIGHWAY 55 MILE POINT 169.9, 58 FT
 QO1178'(17.7 M) SOUTHWEST OF TRUNK HIGHWAY 55, 900 FT (274.3 M) WEST OF
 QO1178'KLAERS DRIVE, 13 FT (4.0 M) NORTH OF A FENCE LINE, 1.0 FT (0.3 M)
 QO1178'NORTH OF A WITNESS POST.
 QO1178
 QO1178                          STATION RECOVERY (2012)
 QO1178
 QO1178'RECOVERY NOTE BY MN DEPT OF TRANSP 2012 (BJB)
 QO1178'RECOVERED AS DESCRIBED.
 QO1178
 QO1178                          STATION RECOVERY (2012)
 QO1178
 QO1178'RECOVERY NOTE BY MN DEPT OF TRANSP 2012 (AXL)
 QO1178'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 QO1179 ***********************************************************************
 QO1179  DESIGNATION -  2722 L
 QO1179  PID         -  QO1179
 QO1179  STATE/COUNTY-  MN/HENNEPIN
 QO1179  COUNTRY     -  US
 QO1179  USGS QUAD   -  ROCKFORD (2019)
 QO1179
 QO1179                         *CURRENT SURVEY CONTROL
 QO1179  ______________________________________________________________________
 QO1179* NAD 83(2011) POSITION- 45 03 55.95931(N) 093 38 43.52668(W)   ADJUSTED
 QO1179* NAD 83(2011) ELLIP HT-   296.633 (meters)        (06/27/12)   ADJUSTED
 QO1179* NAD 83(2011) EPOCH   -  2010.00
 QO1179* NAVD 88 ORTHO HEIGHT -   324.245 (meters)     1063.79  (feet) ADJUSTED
 QO1179  ______________________________________________________________________
 QO1179  GEOID HEIGHT    -        -27.617 (meters)                     GEOID18
 QO1179  NAD 83(2011) X  -   -286,921.914 (meters)                     COMP
 QO1179  NAD 83(2011) Y  - -4,503,516.081 (meters)                     COMP
 QO1179  NAD 83(2011) Z  -  4,492,706.083 (meters)                     COMP
 QO1179  LAPLACE CORR    -          2.29  (seconds)                    DEFLEC18
 QO1179  DYNAMIC HEIGHT  -        324.218 (meters)     1063.71  (feet) COMP
 QO1179  MODELED GRAVITY -    980,524.5   (mgal)                       NAVD 88
 QO1179
 QO1179  VERT ORDER      -  SECOND    CLASS I
 QO1179
 QO1179  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 QO1179  Standards:
 QO1179         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 QO1179            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 QO1179  -------------------------------------------------------------------
 QO1179  NETWORK    0.39   0.51           0.18   0.13   0.26      0.02627385
 QO1179  -------------------------------------------------------------------
 QO1179  Click here for local accuracies and other accuracy information.
 QO1179
 QO1179.The horizontal coordinates were established by GPS observations
 QO1179.and adjusted by the National Geodetic Survey in June 2012.
 QO1179
 QO1179.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 QO1179.been affixed to the stable North American tectonic plate. See 
 QO1179.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 QO1179
 QO1179.The horizontal coordinates are valid at the epoch date displayed above
 QO1179.which is a decimal equivalence of Year/Month/Day.
 QO1179
 QO1179.The orthometric height was determined by differential leveling and
 QO1179.adjusted by the NATIONAL GEODETIC SURVEY
 QO1179.in September 2013.
 QO1179
 QO1179.Significant digits in the geoid height do not necessarily reflect accuracy.
 QO1179.GEOID18 height accuracy estimate available here.
 QO1179
 QO1179.Click photographs - Photos may exist for this station.
 QO1179
 QO1179.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 QO1179
 QO1179.The Laplace correction was computed from DEFLEC18 derived deflections.
 QO1179
 QO1179.The ellipsoidal height was determined by GPS observations
 QO1179.and is referenced to NAD 83.
 QO1179
 QO1179.The dynamic height is computed by dividing the NAVD 88
 QO1179.geopotential number by the normal gravity value computed on the
 QO1179.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QO1179.degrees latitude (g = 980.6199 gals.).
 QO1179
 QO1179.The modeled gravity was interpolated from observed gravity values.
 QO1179
 QO1179. The following values were computed from the NAD 83(2011) position.
 QO1179
 QO1179;                    North         East     Units Scale Factor Converg.
 QO1179;SPC MN S     -   329,571.176   827,924.385   MT  0.99997049   +0 14 54.7
 QO1179;SPC MN S     - 1,081,268.10  2,716,281.92   sFT  0.99997049   +0 14 54.7
 QO1179;UTM  15      - 4,990,434.179   449,188.741   MT  0.99963175   -0 27 24.9
 QO1179
 QO1179!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QO1179!SPC MN S     -   0.99995349  x   0.99997049  =   0.99992399
 QO1179!UTM  15      -   0.99995349  x   0.99963175  =   0.99958526
 QO1179
 QO1179:                Primary Azimuth Mark                     Grid Az
 QO1179:SPC MN S     -  2722 K                                   295 18 14.9
 QO1179:UTM  15      -  2722 K                                   296 00 34.5
 QO1179
 QO1179_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK4918890434(NAD 83)
 QO1179
 QO1179|---------------------------------------------------------------------|
 QO1179| PID    Reference Object                     Distance      Geod. Az  |
 QO1179|                                                           dddmmss.s |
 QO1179| QO1178 2722 K                              APPROX. 0.6 KM 2953309.6 |
 QO1179|---------------------------------------------------------------------|
 QO1179
 QO1179                          SUPERSEDED SURVEY CONTROL
 QO1179
 QO1179  NAD 83(2007)-  45 03 55.95955(N)    093 38 43.52759(W) AD(2002.00) 1
 QO1179  ELLIP H (10/05/09)  296.664  (m)                       GP(2002.00) 3 2
 QO1179  NAVD 88             324.25   (m)         1063.8    (f) LEVELING    3  
 QO1179  NAVD 88 (06/15/91)  324.249  (m)         1063.81   (f) SUPERSEDED  2 1
 QO1179
 QO1179.Superseded values are not recommended for survey control.
 QO1179
 QO1179.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QO1179.See file dsdata.pdf to determine how the superseded data were derived.
 QO1179
 QO1179_MARKER: DV = VERTICAL CONTROL DISK
 QO1179_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 QO1179+WITH SETTING: INTO GROUND
 QO1179_STAMPING: 2722 L 1977
 QO1179_MARK LOGO: MNHD
 QO1179_PROJECTION: RECESSED 8 CENTIMETERS
 QO1179_MAGNETIC: I = MARKER IS A STEEL ROD
 QO1179_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QO1179_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QO1179+SATELLITE: SATELLITE OBSERVATIONS - June 07, 2012
 QO1179_ROD/PIPE-DEPTH: 2.4 meters
 QO1179
 QO1179  HISTORY     - Date     Condition        Report By
 QO1179  HISTORY     - 19770401 MONUMENTED       MNDT
 QO1179  HISTORY     - 1978     GOOD             MNDT
 QO1179  HISTORY     - 19910831 MARK NOT FOUND   USPSQD
 QO1179  HISTORY     - 20060710 GOOD             MNDT
 QO1179  HISTORY     - 20070809 GOOD             MNDT
 QO1179  HISTORY     - 20100420 GOOD             MNDT
 QO1179  HISTORY     - 20120416 GOOD             MNDT
 QO1179  HISTORY     - 20120607 GOOD             MNDT
 QO1179
 QO1179                          STATION DESCRIPTION
 QO1179
 QO1179'DESCRIBED BY MN DEPT OF TRANSP 1978
 QO1179'0.9 MI NW FROM LORETTO.
 QO1179'THE MARK IS 5.3 MILES SOUTHEAST MEASURED ALONG TRUNK HIGHWAY 55 FROM
 QO1179'THE WEST END OF BRIDGE NUMBER 5863, TRUNK HIGHWAY 55 OVER THE CROW
 QO1179'RIVER IN ROCKFORD. IT IS 59 FT. SOUTH OF THE CENTERLINE OF TRUNK
 QO1179'HIGHWAY 55, 107 FT. NORTHWEST OF A POWER POLE, 104 FT. EAST OF THE
 QO1179'CENTERLINE OF TOWNLINE ROAD, 67 FT. EAST OF A POWER POLE. IT IS 1.0
 QO1179'FT. NORTH OF A STEEL WITNESS POST AT TRUNK HIGHWAY 55 MILE MARKER
 QO1179'170.3, 2.0 FT. BELOW THE LEVEL OF TRUNK HIGHWAY 55.
 QO1179
 QO1179                          STATION RECOVERY (1991)
 QO1179
 QO1179'RECOVERY NOTE BY US POWER SQUADRON 1991 (REA)
 QO1179'MARK NOT FOUND.
 QO1179
 QO1179                          STATION RECOVERY (2006)
 QO1179
 QO1179'RECOVERY NOTE BY MN DEPT OF TRANSP 2006 (KMS)
 QO1179'0.9 MILES NORTHWEST OF LORETTO, 5.3 MILES SOUTHEAST OF WEST END OF
 QO1179'TRUNK HIGHWAY 55 BRIDGE 5863 OVER CROW RIVER IN ROCKFORD, AT TRUNK
 QO1179'HIGHWAY 55 MILEPOINT 170.3, 59 FEET SOUTH OF TRUNK HIGHWAY 55, 107
 QO1179'FEET NORTHWEST OF POWER POLE, 104 FEET EAST OF TOWNLINE ROAD, 67 FEET
 QO1179'EAST OF POWER POLE, 61.91 FEET WEST-SOUTHWEST OF WALLY MNDT, 2.0 FEET
 QO1179'NORTH OF WITNESS POST.
 QO1179
 QO1179                          STATION RECOVERY (2007)
 QO1179
 QO1179'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (BJB)
 QO1179'THE MARK IS LOCATED ABOUT 7.2 MI (11.6 KM) EAST-NORTHEAST OF DELANO,
 QO1179'6.1 MI (9.8 KM) WEST-NORTHWEST OF HAMEL AND 4.6 MI (7.4 KM)
 QO1179'EAST-SOUTHEAST OF ROCKFORD.
 QO1179'
 QO1179'TO REACH TO THE MARK GO 0.9 MI (1.4 KM) NORTHWEST OF LORETTO, 5.3 MI
 QO1179'(8.5 KM) SOUTHEAST OF WEST END OF TRUNK HIGHWAY 55 BRIDGE 5863 OVER
 QO1179'CROW RIVER IN ROCKFORD, AT TRUNK HIGHWAY 55 MILE POINT 170.3, 59 FT
 QO1179'(18.0 M) SOUTH OF TRUNK HIGHWAY 55, 107 FT (32.6 M) NORTHWEST OF POWER
 QO1179'POLE, 104 FT (31.7 M) EAST OF TOWN LINE ROAD, 67 FT (20.4 M) EAST OF
 QO1179'POWER POLE, 61.91 FT (18.9 M) WEST-SOUTHWEST OF WALLY MNDT, 2.0 FT
 QO1179'(0.6 M) NORTH OF A WITNESS POST.
 QO1179
 QO1179                          STATION RECOVERY (2010)
 QO1179
 QO1179'RECOVERY NOTE BY MN DEPT OF TRANSP 2010 (MPP)
 QO1179'1.0 MILE NORTHWEST OF LORETTO, 0.5 MILE WEST ALONG TRUNK HIGHWAY 55
 QO1179'FROM JUNCTION OF TRUNK HIGHWAY 55 AND COUNTY ROAD 19, AT TRUNK HIGHWAY
 QO1179'55 MILEPOINT 170.23, 59.0 FEET SOUTH OF TRUNK HIGHWAY 55, 107.0 FEET
 QO1179'NORTHWEST OF POWER POLE, 104.0 FEET EAST OF TOWNLINE ROAD, 67.0 FEET
 QO1179'EAST OF POWER POLE, 61.91 FEET WEST-SOUTHWEST OF STATION WALLY, 2.0
 QO1179'FEET NORTH OF WITNESS POST.
 QO1179
 QO1179                          STATION RECOVERY (2012)
 QO1179
 QO1179'RECOVERY NOTE BY MN DEPT OF TRANSP 2012 (BJB)
 QO1179'RECOVERED AS DESCRIBED.
 QO1179
 QO1179                          STATION RECOVERY (2012)
 QO1179
 QO1179'RECOVERY NOTE BY MN DEPT OF TRANSP 2012 (DAS)
 QO1179'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 QO1180 ***********************************************************************
 QO1180  DESIGNATION -  2722 M
 QO1180  PID         -  QO1180
 QO1180  STATE/COUNTY-  MN/HENNEPIN
 QO1180  COUNTRY     -  US
 QO1180  USGS QUAD   -  ROCKFORD (2019)
 QO1180
 QO1180                         *CURRENT SURVEY CONTROL
 QO1180  ______________________________________________________________________
 QO1180* NAD 83(1986) POSITION- 45 03 54.85   (N) 093 38 04.72   (W)   HD_HELD1
 QO1180* NAVD 88 ORTHO HEIGHT -   321.707 (meters)     1055.47  (feet) ADJUSTED
 QO1180  ______________________________________________________________________
 QO1180  GEOID HEIGHT    -        -27.606 (meters)                     GEOID18
 QO1180  DYNAMIC HEIGHT  -        321.681 (meters)     1055.38  (feet) COMP
 QO1180  MODELED GRAVITY -    980,525.9   (mgal)                       NAVD 88
 QO1180
 QO1180  VERT ORDER      -  SECOND    CLASS I
 QO1180
 QO1180.The horizontal coordinates were determined by differentially corrected
 QO1180.hand held GPS observations or other comparable positioning techniques
 QO1180.and have an estimated accuracy of +/- 3 meters.
 QO1180
 QO1180.The orthometric height was determined by differential leveling and
 QO1180.adjusted by the NATIONAL GEODETIC SURVEY
 QO1180.in June 1991.
 QO1180
 QO1180.Significant digits in the geoid height do not necessarily reflect accuracy.
 QO1180.GEOID18 height accuracy estimate available here.
 QO1180
 QO1180.Click photographs - Photos may exist for this station.
 QO1180
 QO1180.The dynamic height is computed by dividing the NAVD 88
 QO1180.geopotential number by the normal gravity value computed on the
 QO1180.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QO1180.degrees latitude (g = 980.6199 gals.).
 QO1180
 QO1180.The modeled gravity was interpolated from observed gravity values.
 QO1180
 QO1180;                    North         East    Units  Estimated Accuracy
 QO1180;SPC MN S     -   329,540.7     828,773.5     MT  (+/- 3 meters HH1 GPS) 
 QO1180
 QO1180_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK5003790393(NAD 83)
 QO1180
 QO1180                          SUPERSEDED SURVEY CONTROL
 QO1180
 QO1180.No superseded survey control is available for this station.
 QO1180
 QO1180_MARKER: DV = VERTICAL CONTROL DISK
 QO1180_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 QO1180+WITH SETTING: INTO GROUND
 QO1180_STAMPING: 2722 M 1977
 QO1180_MARK LOGO: MNHD
 QO1180_PROJECTION: RECESSED 3 CENTIMETERS
 QO1180_MAGNETIC: I = MARKER IS A STEEL ROD
 QO1180_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QO1180_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 QO1180+SATELLITE: SATELLITE OBSERVATIONS - April 16, 2012
 QO1180_ROD/PIPE-DEPTH: 2.4 meters
 QO1180
 QO1180  HISTORY     - Date     Condition        Report By
 QO1180  HISTORY     - 19770401 MONUMENTED       MNDT
 QO1180  HISTORY     - 1978     GOOD             MNDT
 QO1180  HISTORY     - 19910831 GOOD             USPSQD
 QO1180  HISTORY     - 20070808 GOOD             MNDT
 QO1180  HISTORY     - 20120416 GOOD             MNDT
 QO1180
 QO1180                          STATION DESCRIPTION
 QO1180
 QO1180'DESCRIBED BY MN DEPT OF TRANSP 1978
 QO1180'0.8 MI NORTH FROM LORETTO.
 QO1180'THE MARK IS 5.9 MILES SOUTHEAST MEASURED ALONG TRUNK HIGHWAY 55 FROM
 QO1180'THE WEST END OF BRIDGE NUMBER 5863, TRUNK HIGHWAY 55 OVER THE CROW
 QO1180'RIVER IN ROCKFORD. IT IS 57 FT. SOUTH OF THE CENTERLINE OF EASTBOUND
 QO1180'TRUNK HIGHWAY 55, 237 FT. EAST OF THE CENTERLINE OF COUNTY ROAD
 QO1180'NUMBER 19, 64 FT. NORTHWEST OF THE EAST END OF THE GASOLINE PUMP
 QO1180'ISLAND. IT IS 6.0 FT. NORTH OF A STEEL WITNESS POST AT TRUNK HIGHWAY
 QO1180'55 MILE MARKER 170.8, 1.0 FT. BELOW THE LEVEL OF EASTBOUND TRUNK
 QO1180'HIGHWAY 55.
 QO1180
 QO1180                          STATION RECOVERY (1991)
 QO1180
 QO1180'RECOVERY NOTE BY US POWER SQUADRON 1991 (REA)
 QO1180'RECOVERED IN GOOD CONDITION.
 QO1180
 QO1180                          STATION RECOVERY (2007)
 QO1180
 QO1180'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (VWC)
 QO1180'THE MARK IS LOCATED ABOUT 7.7 MI (12.4 KM) EAST-NORTHEAST OF DELANO,
 QO1180'5.6 MI (9.0 KM) WEST-NORTHWEST OF HAMEL AND 5.1 MI (8.2 KM)
 QO1180'EAST-SOUTHEAST OF ROCKFORD.
 QO1180'
 QO1180'TO REACH TO THE MARK GO 0.8 MI (1.3 KM) NORTH OF LORETTO, 5.9 MI (9.5
 QO1180'KM) SOUTHEAST OF WEST END OF TRUNK HIGHWAY 55 BRIDGE 5863 OVER CROW
 QO1180'RIVER IN ROCKFORD, AT TRUNK HIGHWAY 55 MILE POINT 170., 57 FT (17.4 M)
 QO1180'SOUTH OF EASTBOUND TRUNK HIGHWAY 558, 237 FT (72.2 M) EAST OF COUNTY
 QO1180'ROAD 19, 64 FT (19.5 M) NORTHWEST OF EAST END OF GAS PUMP ISLAND, 47.6
 QO1180'FT (14.5 M) SOUTHWEST OF A WITNESS POST.
 QO1180
 QO1180                          STATION RECOVERY (2012)
 QO1180
 QO1180'RECOVERY NOTE BY MN DEPT OF TRANSP 2012 (KMS)
 QO1180'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 QO1181 ***********************************************************************
 QO1181  DESIGNATION -  2722 N
 QO1181  PID         -  QO1181
 QO1181  STATE/COUNTY-  MN/HENNEPIN
 QO1181  COUNTRY     -  US
 QO1181  USGS QUAD   -  HAMEL (2019)
 QO1181
 QO1181                         *CURRENT SURVEY CONTROL
 QO1181  ______________________________________________________________________
 QO1181* NAD 83(1986) POSITION- 45 03 56.71   (N) 093 37 21.66   (W)   HD_HELD1
 QO1181* NAVD 88 ORTHO HEIGHT -   321.475 (meters)     1054.71  (feet) ADJUSTED
 QO1181  ______________________________________________________________________
 QO1181  GEOID HEIGHT    -        -27.596 (meters)                     GEOID18
 QO1181  DYNAMIC HEIGHT  -        321.449 (meters)     1054.62  (feet) COMP
 QO1181  MODELED GRAVITY -    980,528.5   (mgal)                       NAVD 88
 QO1181
 QO1181  VERT ORDER      -  SECOND    CLASS I
 QO1181
 QO1181.The horizontal coordinates were determined by differentially corrected
 QO1181.hand held GPS observations or other comparable positioning techniques
 QO1181.and have an estimated accuracy of +/- 3 meters.
 QO1181
 QO1181.The orthometric height was determined by differential leveling and
 QO1181.adjusted by the NATIONAL GEODETIC SURVEY
 QO1181.in September 2013.
 QO1181
 QO1181.Significant digits in the geoid height do not necessarily reflect accuracy.
 QO1181.GEOID18 height accuracy estimate available here.
 QO1181
 QO1181.Click photographs - Photos may exist for this station.
 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     -   329,602.4     829,715.2     MT  (+/- 3 meters HH1 GPS) 
 QO1181
 QO1181_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK5097990443(NAD 83)
 QO1181
 QO1181                          SUPERSEDED SURVEY CONTROL
 QO1181
 QO1181  NAVD 88 (06/15/91)  321.480  (m)         1054.72   (f) SUPERSEDED  2 1
 QO1181
 QO1181.Superseded values are not recommended for survey control.
 QO1181
 QO1181.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QO1181.See file dsdata.pdf to determine how the superseded data were derived.
 QO1181
 QO1181_MARKER: DV = VERTICAL CONTROL DISK
 QO1181_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 QO1181+WITH SETTING: INTO GROUND
 QO1181_STAMPING: 2722 N 1977
 QO1181_MARK LOGO: MNHD
 QO1181_PROJECTION: RECESSED 3 CENTIMETERS
 QO1181_MAGNETIC: I = MARKER IS A STEEL ROD
 QO1181_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QO1181_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 QO1181+SATELLITE: SATELLITE OBSERVATIONS - April 16, 2012
 QO1181_ROD/PIPE-DEPTH: 2.44 meters
 QO1181
 QO1181  HISTORY     - Date     Condition        Report By
 QO1181  HISTORY     - 19770401 MONUMENTED       MNDT
 QO1181  HISTORY     - 1978     GOOD             MNDT
 QO1181  HISTORY     - 20070809 MARK NOT FOUND   MNDT
 QO1181  HISTORY     - 20120416 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.
 QO1181
 QO1181                          STATION RECOVERY (2007)
 QO1181
 QO1181'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (BJB)
 QO1181'THE MARK IS LOCATED ABOUT 8.3 MI (13.4 KM) EAST OF DELANO, 5.7 MI (9.2
 QO1181'KM) EAST-SOUTHEAST OF ROCKFORD AND 5.0 MI (8.0 KM) WEST-NORTHWEST OF
 QO1181'HAMEL.
 QO1181'
 QO1181'TO REACH TO THE MARK GO 1.1 MI (1.8 KM) NORTHEAST OF LORETTO, 6.5 MI
 QO1181'(10.5 KM) SOUTHEAST OF WEST END OF TRUNK HIGHWAY 55 BRIDGE 5863 OVER
 QO1181'CROW RIVER IN ROCKFORD, 57 FT (17.4 M) NORTH OF TRUNK HIGHWAY 55, AT
 QO1181'TRUNK HIGHWAY 55 MILE POINT 171.4, 36 FT (11.0 M) WEST OF A FIELD
 QO1181'ENTRANCE, 19 FT (5.8 M) SOUTH OF A FENCE LINE, 1.0 FT (0.3 M) SOUTH OF
 QO1181'A WITNESS POST.
 QO1181
 QO1181                          STATION RECOVERY (2012)
 QO1181
 QO1181'RECOVERY NOTE BY MN DEPT OF TRANSP 2012 (KMS)
 QO1181'THE VERTICAL CONTROL MARK IS LOCATED ABOUT 13.4 KM (8.3 MI)
 QO1181'EAST-NORTHEAST OF DELANO, 9.1 KM (5.7 MI) EAST-SOUTHEAST OF ROCKFORD
 QO1181'AND 8.2 KM (5.1 MI) WEST-NORTHWEST OF HAMEL.
 QO1181'
 QO1181'1.0 MI NORTHEAST OF LORETTO, 0.6 MI (1.0 KM) EAST ALONG TRUNK HIGHWAY
 QO1181'55 FROM THE JUNCTION OF TRUNK HIGHWAY 55 AND COUNTY ROAD 19, 0.5 MI
 QO1181'(0.8 KM) NORTH OF LORETTO, 57.0 FT (17.4 M) NORTH OF TRUNK HIGHWAY 55,
 QO1181'AT TRUNK HIGHWAY 55 MILE POINT 171.4.
 QO1181'
 QO1181'THE VERTICAL CONTROL MARK IS 36.0 FT (11.0 M) WEST OF A FIELD ENTRANCE
 QO1181'AND 1.5 FT (0.5 M) SOUTH OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DO4967 ***********************************************************************
 DO4967  DESIGNATION -  2722 P RESET
 DO4967  PID         -  DO4967
 DO4967  STATE/COUNTY-  MN/HENNEPIN
 DO4967  COUNTRY     -  US
 DO4967  USGS QUAD   -  HAMEL (2019)
 DO4967
 DO4967                         *CURRENT SURVEY CONTROL
 DO4967  ______________________________________________________________________
 DO4967* NAD 83(2011) POSITION- 45 03 56.66523(N) 093 36 39.65976(W)   ADJUSTED
 DO4967* NAD 83(2011) ELLIP HT-   286.530 (meters)        (03/15/15)   ADJUSTED
 DO4967* NAD 83(2011) EPOCH   -  2010.00
 DO4967* NAVD 88 ORTHO HEIGHT -   314.107 (meters)     1030.53  (feet) ADJUSTED
 DO4967  ______________________________________________________________________
 DO4967  GEOID HEIGHT    -        -27.583 (meters)                     GEOID18
 DO4967  NAD 83(2011) X  -   -284,215.973 (meters)                     COMP
 DO4967  NAD 83(2011) Y  - -4,503,665.054 (meters)                     COMP
 DO4967  NAD 83(2011) Z  -  4,492,714.323 (meters)                     COMP
 DO4967  LAPLACE CORR    -          2.97  (seconds)                    DEFLEC18
 DO4967  DYNAMIC HEIGHT  -        314.083 (meters)     1030.45  (feet) COMP
 DO4967  MODELED GRAVITY -    980,532.4   (mgal)                       NAVD 88
 DO4967
 DO4967  VERT ORDER      -  SECOND    CLASS I
 DO4967
 DO4967  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DO4967  Standards:
 DO4967         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DO4967            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DO4967  -------------------------------------------------------------------
 DO4967  NETWORK    0.87   1.10           0.39   0.31   0.56     -0.04355619
 DO4967  -------------------------------------------------------------------
 DO4967  Click here for local accuracies and other accuracy information.
 DO4967
 DO4967.The horizontal coordinates were established by GPS observations
 DO4967.and adjusted by the MN DEPT OF TRANSP in March 2015.
 DO4967
 DO4967.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DO4967.been affixed to the stable North American tectonic plate. See 
 DO4967.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DO4967
 DO4967.The horizontal coordinates are valid at the epoch date displayed above
 DO4967.which is a decimal equivalence of Year/Month/Day.
 DO4967
 DO4967.The orthometric height was determined by differential leveling and
 DO4967.adjusted by the NATIONAL GEODETIC SURVEY
 DO4967.in September 2013.
 DO4967
 DO4967.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO4967.GEOID18 height accuracy estimate available here.
 DO4967
 DO4967.Click photographs - Photos may exist for this station.
 DO4967
 DO4967.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DO4967
 DO4967.The Laplace correction was computed from DEFLEC18 derived deflections.
 DO4967
 DO4967.The ellipsoidal height was determined by GPS observations
 DO4967.and is referenced to NAD 83.
 DO4967
 DO4967.The dynamic height is computed by dividing the NAVD 88
 DO4967.geopotential number by the normal gravity value computed on the
 DO4967.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO4967.degrees latitude (g = 980.6199 gals.).
 DO4967
 DO4967.The modeled gravity was interpolated from observed gravity values.
 DO4967
 DO4967. The following values were computed from the NAD 83(2011) position.
 DO4967
 DO4967;                    North         East     Units Scale Factor Converg.
 DO4967;SPC MN S     -   329,605.291   830,633.999   MT  0.99997052   +0 16 21.5
 DO4967;SPC MN S     - 1,081,380.03  2,725,171.71   sFT  0.99997052   +0 16 21.5
 DO4967;UTM  15      - 4,990,434.937   451,897.648   MT  0.99962845   -0 25 57.2
 DO4967
 DO4967!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DO4967!SPC MN S     -   0.99995508  x   0.99997052  =   0.99992560
 DO4967!UTM  15      -   0.99995508  x   0.99962845  =   0.99958354
 DO4967
 DO4967_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK5189790434(NAD 83)
 DO4967
 DO4967|---------------------------------------------------------------------|
 DO4967| PID    Reference Object                     Distance      Geod. Az  |
 DO4967|                                                           dddmmss.s |
 DO4967| CJ4783 UMC RM 1                             75.461 METERS 08853     |
 DO4967|---------------------------------------------------------------------|
 DO4967
 DO4967                          SUPERSEDED SURVEY CONTROL
 DO4967
 DO4967.No superseded survey control is available for this station.
 DO4967
 DO4967_MARKER: F = FLANGE-ENCASED ROD
 DO4967_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 DO4967+WITH SETTING: INTO GROUND
 DO4967_STAMPING: 2722 P RESET 2012
 DO4967_MARK LOGO: MNDT
 DO4967_PROJECTION: RECESSED 13 CENTIMETERS
 DO4967_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DO4967_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DO4967+STABILITY: SURFACE MOTION
 DO4967_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DO4967+SATELLITE: SATELLITE OBSERVATIONS - April 07, 2020
 DO4967_ROD/PIPE-DEPTH: 2.4 meters
 DO4967
 DO4967  HISTORY     - Date     Condition        Report By
 DO4967  HISTORY     - 20120416 MONUMENTED       MNDT
 DO4967  HISTORY     - 20200407 GOOD             MNDT
 DO4967
 DO4967                          STATION DESCRIPTION
 DO4967
 DO4967'DESCRIBED BY MN DEPT OF TRANSP 2012
 DO4967'THE ROD MARK IS LOCATED ABOUT 14.3 KM (8.9 MI) EAST OF DELANO, 10.0 KM
 DO4967'(6.2 MI) EAST-SOUTHEAST OF ROCKFORD AND 7.3 KM (4.5 MI) WEST-NORTHWEST
 DO4967'OF HAMEL.
 DO4967'
 DO4967'1.5 MI NORTHEAST OF LORETTO, 1.2 MI (1.9 KM) EAST ALONG TRUNK HIGHWAY
 DO4967'55 FROM THE JUNCTION OF COUNTY ROAD 19 AND TRUNK HIGHWAY 55, ON
 DO4967'BOUNDARY BETWEEN CORCORAN AND MEDINA, AT TRUNK HIGHWAY 55 MILE POINT
 DO4967'171.9.
 DO4967'
 DO4967'THE ROD MARK IS 74.0 FT (22.6 M) NORTH OF TRUNK HIGHWAY 55, 54.0 FT
 DO4967'(16.5 M) EAST OF DRIVEWAY OF NUMBER 22510 AND 1.0 FT (0.3 M) SOUTH OF
 DO4967'A WITNESS POST.
 DO4967
 DO4967                          STATION RECOVERY (2020)
 DO4967
 DO4967'RECOVERY NOTE BY MN DEPT OF TRANSP 2020 (MPP)
 DO4967'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 QO1183 ***********************************************************************
 QO1183  DESIGNATION -  2722 Q
 QO1183  PID         -  QO1183
 QO1183  STATE/COUNTY-  MN/HENNEPIN
 QO1183  COUNTRY     -  US
 QO1183  USGS QUAD   -  HAMEL (2019)
 QO1183
 QO1183                         *CURRENT SURVEY CONTROL
 QO1183  ______________________________________________________________________
 QO1183* NAD 83(2011) POSITION- 45 03 48.80604(N) 093 36 09.91797(W)   ADJUSTED
 QO1183* NAD 83(2011) ELLIP HT-   269.085 (meters)        (03/15/15)   ADJUSTED
 QO1183* NAD 83(2011) EPOCH   -  2010.00
 QO1183* NAVD 88 ORTHO HEIGHT -   296.641 (meters)      973.23  (feet) ADJUSTED
 QO1183  ______________________________________________________________________
 QO1183  GEOID HEIGHT    -        -27.561 (meters)                     GEOID18
 QO1183  NAD 83(2011) X  -   -283,576.595 (meters)                     COMP
 QO1183  NAD 83(2011) Y  - -4,503,865.108 (meters)                     COMP
 QO1183  NAD 83(2011) Z  -  4,492,530.605 (meters)                     COMP
 QO1183  LAPLACE CORR    -          3.46  (seconds)                    DEFLEC18
 QO1183  DYNAMIC HEIGHT  -        296.620 (meters)      973.16  (feet) COMP
 QO1183  MODELED GRAVITY -    980,536.0   (mgal)                       NAVD 88
 QO1183
 QO1183  VERT ORDER      -  SECOND    CLASS I
 QO1183
 QO1183  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 QO1183  Standards:
 QO1183         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 QO1183            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 QO1183  -------------------------------------------------------------------
 QO1183  NETWORK    1.04   1.35           0.46   0.38   0.69      0.01461152
 QO1183  -------------------------------------------------------------------
 QO1183  Click here for local accuracies and other accuracy information.
 QO1183
 QO1183.The horizontal coordinates were established by GPS observations
 QO1183.and adjusted by the MN DEPT OF TRANSP in March 2015.
 QO1183
 QO1183.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 QO1183.been affixed to the stable North American tectonic plate. See 
 QO1183.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 QO1183
 QO1183.The horizontal coordinates are valid at the epoch date displayed above
 QO1183.which is a decimal equivalence of Year/Month/Day.
 QO1183
 QO1183.The orthometric height was determined by differential leveling and
 QO1183.adjusted by the NATIONAL GEODETIC SURVEY
 QO1183.in June 1991.
 QO1183
 QO1183.Significant digits in the geoid height do not necessarily reflect accuracy.
 QO1183.GEOID18 height accuracy estimate available here.
 QO1183
 QO1183.Click photographs - Photos may exist for this station.
 QO1183
 QO1183.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 QO1183
 QO1183.The Laplace correction was computed from DEFLEC18 derived deflections.
 QO1183
 QO1183.The ellipsoidal height was determined by GPS observations
 QO1183.and is referenced to NAD 83.
 QO1183
 QO1183.The dynamic height is computed by dividing the NAVD 88
 QO1183.geopotential number by the normal gravity value computed on the
 QO1183.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QO1183.degrees latitude (g = 980.6199 gals.).
 QO1183
 QO1183.The modeled gravity was interpolated from observed gravity values.
 QO1183
 QO1183. The following values were computed from the NAD 83(2011) position.
 QO1183
 QO1183;                    North         East     Units Scale Factor Converg.
 QO1183;SPC MN S     -   329,365.815   831,285.807   MT  0.99997015   +0 16 42.4
 QO1183;SPC MN S     - 1,080,594.34  2,727,310.19   sFT  0.99997015   +0 16 42.4
 QO1183;UTM  15      - 4,990,187.541   452,546.238   MT  0.99962769   -0 25 36.1
 QO1183
 QO1183!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QO1183!SPC MN S     -   0.99995781  x   0.99997015  =   0.99992796
 QO1183!UTM  15      -   0.99995781  x   0.99962769  =   0.99958552
 QO1183
 QO1183:                Primary Azimuth Mark                     Grid Az
 QO1183:SPC MN S     -  2722 R RESET                             118 57 02.7
 QO1183:UTM  15      -  2722 R RESET                             119 39 21.2
 QO1183
 QO1183_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK5254690187(NAD 83)
 QO1183
 QO1183|---------------------------------------------------------------------|
 QO1183| PID    Reference Object                     Distance      Geod. Az  |
 QO1183|                                                           dddmmss.s |
 QO1183| DO4966 2722 R RESET                        APPROX. 1.0 KM 1191345.1 |
 QO1183|---------------------------------------------------------------------|
 QO1183
 QO1183                          SUPERSEDED SURVEY CONTROL
 QO1183
 QO1183  NAD 83(1996)-  45 03 48.80607(N)    093 36 09.91746(W) AD(       ) 3
 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             296.56   (m)          973.0    (f) LEVELING    3  
 QO1183
 QO1183.Superseded values are not recommended for survey control.
 QO1183
 QO1183.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QO1183.See file dsdata.pdf to determine how the superseded data were derived.
 QO1183
 QO1183_MARKER: DV = VERTICAL CONTROL DISK
 QO1183_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 QO1183+WITH SETTING: INTO GROUND
 QO1183_STAMPING: 2722 Q 1977
 QO1183_MARK LOGO: MNHD
 QO1183_PROJECTION: RECESSED 5 CENTIMETERS
 QO1183_MAGNETIC: I = MARKER IS A STEEL ROD
 QO1183_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QO1183_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QO1183+SATELLITE: SATELLITE OBSERVATIONS - June 07, 2012
 QO1183_ROD/PIPE-DEPTH: 2.4 meters
 QO1183
 QO1183  HISTORY     - Date     Condition        Report By
 QO1183  HISTORY     - 1977     MONUMENTED       MNDT
 QO1183  HISTORY     - 1978     GOOD             MNDT
 QO1183  HISTORY     - 19910831 MARK NOT FOUND   USPSQD
 QO1183  HISTORY     - 20070809 GOOD             MNDT
 QO1183  HISTORY     - 20120416 GOOD             MNDT
 QO1183  HISTORY     - 20120607 GOOD             MNDT
 QO1183
 QO1183                          STATION DESCRIPTION
 QO1183
 QO1183'DESCRIBED BY MN DEPT OF TRANSP 1977 (DKH)
 QO1183'THE STATION IS LOCATED ABOUT 6-1/2 MILES EAST OF THE TOWN OF ROCKFORD,
 QO1183'IN THE NW 1/4 OF SECTION 4, T119N, R23W, ON THE SOUTHWEST RIGHT-OF-WAY
 QO1183'OF TRUNK HIGHWAY 55 AT MILEPOINT 172.4.
 QO1183'
 QO1183'TO REACH THE STATION FROM THE TRUNK HIGHWAY 55 BRIDGE OVER THE CROW
 QO1183'RIVER, IN ROCKFORD, GO SOUTHEAST ON TRUNK HIGHWAY 55 FOR 7.15 MILES TO
 QO1183'THE STATION ON THE RIGHT.
 QO1183'
 QO1183'THE STATION MARK, A STANDARD MNDT BENCH MARK DISK
 QO1183'STAMPED---2722 Q 1977---, IS SET ON THE TOP OF A 5/8 INCH DIAMETER
 QO1183'DRIVEN STEEL ROD THAT IS FLUSH WITH THE SURFACE OF THE GROUND.  THE
 QO1183'MARK IS 44.0 FEET SOUTHWEST OF THE CENTERLINE OF TRUNK HIGHWAY 55, 46
 QO1183'FEET NORTHWEST OF A POWER POLE, 42.3 FEET NORTH-NORTHWEST OF A FENCE,
 QO1183'AND 1.0 FOOT NORTH OF A STEEL WITNESS POST.
 QO1183'
 QO1183'THIS STATION WAS USED AS AN AZIMUTH SIGHT FOR STATION UMC MNDT.
 QO1183
 QO1183                          STATION RECOVERY (1978)
 QO1183
 QO1183'RECOVERY NOTE BY MN DEPT OF TRANSP 1978
 QO1183'IN LORETTO.
 QO1183'THE MARK IS 4.7 MILES NORTHWEST MEASURED ALONG TRUNK HIGHWAY 55 FROM
 QO1183'BRIDGE NUMBER 5847, THE SOO LINE RAILROAD OVER TRUNK HIGHWAY 55 IN
 QO1183'HAMEL. IT IS 44 FT. SOUTH OF THE CENTERLINE OF TRUNK HIGHWAY 55, 46
 QO1183'FT. NORTHWEST OF A POWER POLE, 42 FT. NORTH OF A CHAIN LINK FENCE.
 QO1183'IT IS 1.0 FT. NORTH OF A STEEL WITNESS POST AT TRUNK HIGHWAY 55 MILE
 QO1183'MARKER 172.4, 3.0 FT. BELOW THE LEVEL OF TRUNK HIGHWAY 55.
 QO1183
 QO1183                          STATION RECOVERY (1991)
 QO1183
 QO1183'RECOVERY NOTE BY US POWER SQUADRON 1991 (REA)
 QO1183'MARK NOT FOUND.
 QO1183
 QO1183                          STATION RECOVERY (2007)
 QO1183
 QO1183'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (BJB)
 QO1183'THE MARK IS LOCATED ABOUT 9.0 MI (14.5 KM) SOUTH-SOUTHWEST OF ROGERS,
 QO1183'6.7 MI (10.8 KM) EAST-SOUTHEAST OF ROCKFORD AND 4.1 MI (6.6 KM)
 QO1183'WEST-NORTHWEST OF HAMEL.
 QO1183'
 QO1183'TO REACH TO THE MARK GO 6.5 MI (10.5 KM) EAST OF ROCKFORD, 7.15 MI
 QO1183'(11.5 KM) SOUTHEAST OF CROW RIVER, AT TRUNK HIGHWAY 55 MILE POINT
 QO1183'172.3, 44.0 FT (13.4 M) SOUTHWEST OF TRUNK HIGHWAY 55, 46 FT (14.0 M)
 QO1183'NORTHWEST OF POWER POLE, 42.3 FT (12.9 M) NORTH-NORTHWEST OF A FENCE,
 QO1183'310 FT (94.5 M) WEST OF WICHITA TRAIL, 1.0 FT (0.3 M) NORTH OF A
 QO1183'WITNESS POST.
 QO1183
 QO1183                          STATION RECOVERY (2012)
 QO1183
 QO1183'RECOVERY NOTE BY MN DEPT OF TRANSP 2012 (KMS)
 QO1183'RECOVERED AS DESCRIBED.
 QO1183
 QO1183                          STATION RECOVERY (2012)
 QO1183
 QO1183'RECOVERY NOTE BY MN DEPT OF TRANSP 2012 (SXH)
 QO1183'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DO4966 ***********************************************************************
 DO4966  DESIGNATION -  2722 R RESET
 DO4966  PID         -  DO4966
 DO4966  STATE/COUNTY-  MN/HENNEPIN
 DO4966  COUNTRY     -  US
 DO4966  USGS QUAD   -  HAMEL (2019)
 DO4966
 DO4966                         *CURRENT SURVEY CONTROL
 DO4966  ______________________________________________________________________
 DO4966* NAD 83(2011) POSITION- 45 03 33.34306(N) 093 35 30.93191(W)   ADJUSTED
 DO4966* NAD 83(2011) ELLIP HT-   275.721 (meters)        (03/15/15)   ADJUSTED
 DO4966* NAD 83(2011) EPOCH   -  2010.00
 DO4966* NAVD 88 ORTHO HEIGHT -   303.237 (meters)      994.87  (feet) ADJUSTED
 DO4966  ______________________________________________________________________
 DO4966  GEOID HEIGHT    -        -27.520 (meters)                     GEOID18
 DO4966  NAD 83(2011) X  -   -282,746.779 (meters)                     COMP
 DO4966  NAD 83(2011) Y  - -4,504,260.551 (meters)                     COMP
 DO4966  NAD 83(2011) Z  -  4,492,198.115 (meters)                     COMP
 DO4966  LAPLACE CORR    -          4.18  (seconds)                    DEFLEC18
 DO4966  DYNAMIC HEIGHT  -        303.217 (meters)      994.80  (feet) COMP
 DO4966  MODELED GRAVITY -    980,540.6   (mgal)                       NAVD 88
 DO4966
 DO4966  VERT ORDER      -  SECOND    CLASS I
 DO4966
 DO4966  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DO4966  Standards:
 DO4966         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DO4966            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DO4966  -------------------------------------------------------------------
 DO4966  NETWORK    1.11   1.35           0.50   0.39   0.69      0.04652762
 DO4966  -------------------------------------------------------------------
 DO4966  Click here for local accuracies and other accuracy information.
 DO4966
 DO4966.The horizontal coordinates were established by GPS observations
 DO4966.and adjusted by the MN DEPT OF TRANSP in March 2015.
 DO4966
 DO4966.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DO4966.been affixed to the stable North American tectonic plate. See 
 DO4966.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DO4966
 DO4966.The horizontal coordinates are valid at the epoch date displayed above
 DO4966.which is a decimal equivalence of Year/Month/Day.
 DO4966
 DO4966.The orthometric height was determined by differential leveling and
 DO4966.adjusted by the NATIONAL GEODETIC SURVEY
 DO4966.in September 2013.
 DO4966
 DO4966.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO4966.GEOID18 height accuracy estimate available here.
 DO4966
 DO4966.Click photographs - Photos may exist for this station.
 DO4966
 DO4966.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DO4966
 DO4966.The Laplace correction was computed from DEFLEC18 derived deflections.
 DO4966
 DO4966.The ellipsoidal height was determined by GPS observations
 DO4966.and is referenced to NAD 83.
 DO4966
 DO4966.The dynamic height is computed by dividing the NAVD 88
 DO4966.geopotential number by the normal gravity value computed on the
 DO4966.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO4966.degrees latitude (g = 980.6199 gals.).
 DO4966
 DO4966.The modeled gravity was interpolated from observed gravity values.
 DO4966
 DO4966. The following values were computed from the NAD 83(2011) position.
 DO4966
 DO4966;                    North         East     Units Scale Factor Converg.
 DO4966;SPC MN S     -   328,892.690   832,141.079   MT  0.99996941   +0 17 09.7
 DO4966;SPC MN S     - 1,079,042.10  2,730,116.19   sFT  0.99996941   +0 17 09.7
 DO4966;UTM  15      - 4,989,704.093   453,395.331   MT  0.99962671   -0 25 08.4
 DO4966
 DO4966!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DO4966!SPC MN S     -   0.99995677  x   0.99996941  =   0.99992618
 DO4966!UTM  15      -   0.99995677  x   0.99962671  =   0.99958350
 DO4966
 DO4966:                Primary Azimuth Mark                     Grid Az
 DO4966:SPC MN S     -  2722 Q                                   298 57 03.0
 DO4966:UTM  15      -  2722 Q                                   299 39 21.1
 DO4966
 DO4966_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK5339589704(NAD 83)
 DO4966
 DO4966|---------------------------------------------------------------------|
 DO4966| PID    Reference Object                     Distance      Geod. Az  |
 DO4966|                                                           dddmmss.s |
 DO4966| QO1183 2722 Q                              APPROX. 1.0 KM 2991412.7 |
 DO4966|---------------------------------------------------------------------|
 DO4966
 DO4966                          SUPERSEDED SURVEY CONTROL
 DO4966
 DO4966.No superseded survey control is available for this station.
 DO4966
 DO4966_MARKER: F = FLANGE-ENCASED ROD
 DO4966_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 DO4966+WITH SETTING: INTO GROUND
 DO4966_STAMPING: 2722 R RESET 2012
 DO4966_MARK LOGO: MNDT
 DO4966_PROJECTION: RECESSED 13 CENTIMETERS
 DO4966_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DO4966_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DO4966_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DO4966+SATELLITE: SATELLITE OBSERVATIONS - April 04, 2012
 DO4966_ROD/PIPE-DEPTH: 2.4 meters
 DO4966
 DO4966  HISTORY     - Date     Condition        Report By
 DO4966  HISTORY     - 20120404 MONUMENTED       MNDT
 DO4966
 DO4966                          STATION DESCRIPTION
 DO4966
 DO4966'DESCRIBED BY MN DEPT OF TRANSP 2012
 DO4966'THE ROD MARK IS LOCATED ABOUT 14.7 KM (9.1 MI) SOUTH-SOUTHWEST OF
 DO4966'ROGERS, 11.7 KM (7.3 MI) EAST-SOUTHEAST OF ROCKFORD AND 5.6 KM (3.5
 DO4966'MI) WEST-NORTHWEST OF HAMEL.
 DO4966'
 DO4966'IN MEDINA, 0.1 MI (0.2 KM) NORTHWEST ALONG TRUNK HIGHWAY 55 FROM THE
 DO4966'JUNCTION OF TRUNK HIGHWAY 55 AND WILLOW DRIVE, AT TRUNK HIGHWAY 55
 DO4966'MILE POINT 172.95.
 DO4966'
 DO4966'THE ROD MARK IS 91.0 FT (27.7 M) NORTHEAST OF THE NORTHEAST CORNER OF
 DO4966'BUILDING (ADDRESS 2705 HIGHWAY 55), 67.0 FT (20.4 M) SOUTHWEST OF
 DO4966'TRUNK HIGHWAY 55, 20.0 FT (6.1 M) NORTHWEST OF LIGHT POLE AND 1.0 FT
 DO4966'(0.3 M) NORTHEAST OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 QO1185 ***********************************************************************
 QO1185  DESIGNATION -  2722 S
 QO1185  PID         -  QO1185
 QO1185  STATE/COUNTY-  MN/HENNEPIN
 QO1185  COUNTRY     -  US
 QO1185  USGS QUAD   -  HAMEL (2019)
 QO1185
 QO1185                         *CURRENT SURVEY CONTROL
 QO1185  ______________________________________________________________________
 QO1185* NAD 83(1996) POSITION- 45 03 24.30038(N) 093 34 59.87954(W)   NO CHECK
 QO1185* NAVD 88 ORTHO HEIGHT -   301.761 (meters)      990.03  (feet) ADJUSTED
 QO1185  ______________________________________________________________________
 QO1185  GEOID HEIGHT    -        -27.489 (meters)                     GEOID18
 QO1185  LAPLACE CORR    -          4.56  (seconds)                    DEFLEC18
 QO1185  DYNAMIC HEIGHT  -        301.741 (meters)      989.96  (feet) COMP
 QO1185  MODELED GRAVITY -    980,543.9   (mgal)                       NAVD 88
 QO1185
 QO1185  HORZ ORDER      -  THIRD
 QO1185  VERT ORDER      -  SECOND    CLASS I
 QO1185
 QO1185.The horizontal coordinates were established by classical geodetic methods
 QO1185.and adjusted by the National Geodetic Survey in March 1999.
 QO1185
 QO1185.No horizontal observational check was made to the station.
 QO1185
 QO1185.The orthometric height was determined by differential leveling and
 QO1185.adjusted by the NATIONAL GEODETIC SURVEY
 QO1185.in June 1991.
 QO1185
 QO1185.Significant digits in the geoid height do not necessarily reflect accuracy.
 QO1185.GEOID18 height accuracy estimate available here.
 QO1185
 QO1185.Click photographs - Photos may exist for this station.
 QO1185
 QO1185.The Laplace correction was computed from DEFLEC18 derived deflections.
 QO1185
 QO1185.The dynamic height is computed by dividing the NAVD 88
 QO1185.geopotential number by the normal gravity value computed on the
 QO1185.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QO1185.degrees latitude (g = 980.6199 gals.).
 QO1185
 QO1185.The modeled gravity was interpolated from observed gravity values.
 QO1185
 QO1185. The following values were computed from the NAD 83(1996) position.
 QO1185
 QO1185;                    North         East     Units Scale Factor Converg.
 QO1185;SPC MN S     -   328,616.980   832,821.877   MT  0.99996899   +0 17 31.5
 QO1185;SPC MN S     - 1,078,137.54  2,732,349.77   sFT  0.99996899   +0 17 31.5
 QO1185;UTM  15      - 4,989,420.125   454,072.453   MT  0.99962594   -0 24 46.3
 QO1185
 QO1185!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QO1185!SPC MN S     -   0.99995700  x   0.99996899  =   0.99992599
 QO1185!UTM  15      -   0.99995700  x   0.99962594  =   0.99958296
 QO1185
 QO1185_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK5407289420(NAD 83)
 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             301.68   (m)          989.8    (f) LEVELING    3  
 QO1185
 QO1185.Superseded values are not recommended for survey control.
 QO1185
 QO1185.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QO1185.See file dsdata.pdf to determine how the superseded data were derived.
 QO1185
 QO1185_MARKER: DV = VERTICAL CONTROL DISK
 QO1185_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 QO1185+WITH SETTING: INTO GROUND
 QO1185_STAMPING: 2722 S 1977
 QO1185_MARK LOGO: MNHD
 QO1185_PROJECTION: RECESSED 3 CENTIMETERS
 QO1185_MAGNETIC: I = MARKER IS A STEEL ROD
 QO1185_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QO1185_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 QO1185+SATELLITE: SATELLITE OBSERVATIONS - April 12, 2012
 QO1185_ROD/PIPE-DEPTH: 2.4 meters
 QO1185
 QO1185  HISTORY     - Date     Condition        Report By
 QO1185  HISTORY     - 19770401 MONUMENTED       MNDT
 QO1185  HISTORY     - 1978     GOOD             MNDT
 QO1185  HISTORY     - 19910831 MARK NOT FOUND   USPSQD
 QO1185  HISTORY     - 20060710 GOOD             MNDT
 QO1185  HISTORY     - 20070809 GOOD             MNDT
 QO1185  HISTORY     - 20120412 GOOD             MNDT
 QO1185
 QO1185                          STATION DESCRIPTION
 QO1185
 QO1185'DESCRIBED BY MN DEPT OF TRANSP 1977 (DKH)
 QO1185'THE STATION IS LOCATED ABOUT 2-1/2 MILES WEST OF THE TOWN OF HAMEL, IN
 QO1185'THE SW 1/4 OF SECTION 3, T118N, R23W, ON THE NORTH RIGHT-OF-WAY OF
 QO1185'TRUNK HIGHWAY 55 AT MILEPOINT 173.4.
 QO1185'
 QO1185'TO REACH THE STATION FROM THE NORTH JUNCTION OF TRUNK HIGHWAY 101 AND
 QO1185'TRUNK HIGHWAY 55, IN HAMEL, GO WEST ON TRUNK HIGHWAY 55 FOR 2.95 MILES
 QO1185'TO THE STATION ON THE RIGHT.
 QO1185'
 QO1185'THE STATION MARK, A STANDARD MNDT VERTICAL CONTROL MONUMENT DISK
 QO1185'STAMPED---2722 S 1977---, IS SET ON THE TOP OF A 5/8 INCH DIAMETER
 QO1185'DRIVEN STEEL ROD THAT IS FLUSH WITH THE SURFACE OF THE GROUND.  THE
 QO1185'MARK IS 68.0 FEET NORTH OF THE CENTERLINE OF TRUNK HIGHWAY 55, 110.5
 QO1185'FEET EAST OF THE CENTER OF AN ENTRANCE, 3.7 FEET SOUTH-SOUTHWEST OF A
 QO1185'POWER POLE AND FENCE CORNER, AND 0.8 FOOT SOUTH OF A STEEL WITNESS
 QO1185'POST.
 QO1185'
 QO1185'THIS STATION WAS USED AS AN AZIMUTH SIGHT FOR STATION LORAM MNDT.
 QO1185
 QO1185                          STATION RECOVERY (1978)
 QO1185
 QO1185'RECOVERY NOTE BY MN DEPT OF TRANSP 1978
 QO1185'2.6 MI EAST FROM LORETTO.
 QO1185'THE MARK IS 3.5 MILES NORTHWEST MEASURED ALONG TRUNK HIGHWAY 55 FROM
 QO1185'BRIDGE NUMBER 5847, THE SOO LINE RAILROAD OVER TRUNK HIGHWAY 55 IN
 QO1185'HAMEL. IT IS 68 FT. NORTH OF THE CENTERLINE OF TRUNK HIGHWAY 55, 88
 QO1185'FT. NORTHEAST OF THE EAST END OF AN 18 INCH METAL CULVERT UNDER AN
 QO1185'ENTRANCE, 58 FT. SOUTHEAST OF A 24 INCH DIAMETER OAK TREE, 4 FT.
 QO1185'SOUTHWEST OF A TELEPHONE POWER POLE NUMBER 12 WITH TRANSFORMER. IT IS
 QO1185'1.0 FT. SOUTH OF A STEEL WITNESS POST AT TRUNK HIGHWAY 55 MILE MARKER
 QO1185'173.4, 1.5 FT. BELOW THE LEVEL OF TRUNK HIGHWAY 55.
 QO1185
 QO1185                          STATION RECOVERY (1991)
 QO1185
 QO1185'RECOVERY NOTE BY US POWER SQUADRON 1991 (REA)
 QO1185'MARK NOT FOUND.
 QO1185
 QO1185                          STATION RECOVERY (2006)
 QO1185
 QO1185'RECOVERY NOTE BY MN DEPT OF TRANSP 2006 (MAS)
 QO1185'2.5 MILES WEST OF HAMEL, 2.95 MILES WEST OF TRUNK HIGHWAY 101, AT
 QO1185'TRUNK HIGHWAY 55 MILEPOINT 173.4, 68.0 FEET NORTH OF TRUNK HIGHWAY 55,
 QO1185'110.5 FEET EAST OF ENTRANCE, 10 FEET WEST-SOUTHWEST OF POWER POLE WITH
 QO1185'TRANSFORMER, 0.8 FEET SOUTH OF WITNESS POST
 QO1185
 QO1185                          STATION RECOVERY (2007)
 QO1185
 QO1185'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (BJB)
 QO1185'THE MARK IS LOCATED ABOUT 9.2 MI (14.8 KM) NORTH-NORTHEAST OF MOUND,
 QO1185'7.7 MI (12.4 KM) EAST-SOUTHEAST OF ROCKFORD AND 3.0 MI (4.8 KM)
 QO1185'WEST-NORTHWEST OF HAMEL.
 QO1185'
 QO1185'TO REACH TO THE MARK GO 2.5 MI (4.0 KM) WEST OF HAMEL, 2.95 MI (4.7
 QO1185'KM) WEST OF TRUNK HIGHWAY 101, AT TRUNK HIGHWAY 55 MILE POINT 173.4,
 QO1185'68.0 FT (20.7 M) NORTH OF TRUNK HIGHWAY 55, 110.5 FT (33.7 M) EAST OF
 QO1185'ENTRANCE, 10 FT (3.0 M) WEST-SOUTHWEST OF POWER POLE WITH TRANSFORMER,
 QO1185'0.8 FT (0.2 M) SOUTH OF A WITNESS POST.
 QO1185
 QO1185                          STATION RECOVERY (2012)
 QO1185
 QO1185'RECOVERY NOTE BY MN DEPT OF TRANSP 2012 (KMS)
 QO1185'THE VERTICAL CONTROL MARK IS LOCATED ABOUT 14.9 KM (9.3 MI)
 QO1185'NORTH-NORTHEAST OF MOUND, 12.4 KM (7.7 MI) EAST-SOUTHEAST OF ROCKFORD
 QO1185'AND 4.9 KM (3.0 MI) WEST-NORTHWEST OF HAMEL.
 QO1185'
 QO1185'3.0 MI WEST OF HAMEL, 1.1 MI (1.8 KM) WEST ALONG TRUNK HIGHWAY 55 FROM
 QO1185'THE JUNCTION OF ARROWHEAD DRIVE AND TRUNK HIGHWAY 55 IN MEDINA, AT
 QO1185'TRUNK HIGHWAY 55 MILE POINT 173.4.
 QO1185'
 QO1185'THE VERTICAL CONTROL MARK IS 68.0 FT (20.7 M) NORTH OF TRUNK HIGHWAY
 QO1185'55, 10.0 FT (3.0 M) WEST-SOUTHWEST OF POWER POLE WITH TRANSFORMER AND
 QO1185'0.8 FT (24 CM) SOUTH OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 QO1186 ***********************************************************************
 QO1186  DESIGNATION -  2722 T
 QO1186  PID         -  QO1186
 QO1186  STATE/COUNTY-  MN/HENNEPIN
 QO1186  COUNTRY     -  US
 QO1186  USGS QUAD   -  HAMEL (2019)
 QO1186
 QO1186                         *CURRENT SURVEY CONTROL
 QO1186  ______________________________________________________________________
 QO1186* NAD 83(1986) POSITION- 45 03 14.79   (N) 093 34 22.56   (W)   HD_HELD1
 QO1186* NAVD 88 ORTHO HEIGHT -   302.323 (meters)      991.87  (feet) ADJUSTED
 QO1186  ______________________________________________________________________
 QO1186  GEOID HEIGHT    -        -27.454 (meters)                     GEOID18
 QO1186  DYNAMIC HEIGHT  -        302.305 (meters)      991.81  (feet) COMP
 QO1186  MODELED GRAVITY -    980,547.9   (mgal)                       NAVD 88
 QO1186
 QO1186  VERT ORDER      -  SECOND    CLASS I
 QO1186
 QO1186.The horizontal coordinates were determined by differentially corrected
 QO1186.hand held GPS observations or other comparable positioning techniques
 QO1186.and have an estimated accuracy of +/- 3 meters.
 QO1186
 QO1186.The orthometric height was determined by differential leveling and
 QO1186.adjusted by the NATIONAL GEODETIC SURVEY
 QO1186.in September 2013.
 QO1186
 QO1186.Significant digits in the geoid height do not necessarily reflect accuracy.
 QO1186.GEOID18 height accuracy estimate available here.
 QO1186
 QO1186.Click photographs - Photos may exist for this station.
 QO1186
 QO1186.The dynamic height is computed by dividing the NAVD 88
 QO1186.geopotential number by the normal gravity value computed on the
 QO1186.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QO1186.degrees latitude (g = 980.6199 gals.).
 QO1186
 QO1186.The modeled gravity was interpolated from observed gravity values.
 QO1186
 QO1186;                    North         East    Units  Estimated Accuracy
 QO1186;SPC MN S     -   328,327.6     833,639.9     MT  (+/- 3 meters HH1 GPS) 
 QO1186
 QO1186_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK5488689120(NAD 83)
 QO1186
 QO1186                          SUPERSEDED SURVEY CONTROL
 QO1186
 QO1186  NAVD 88 (06/15/91)  302.316  (m)          991.85   (f) SUPERSEDED  2 1
 QO1186
 QO1186.Superseded values are not recommended for survey control.
 QO1186
 QO1186.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QO1186.See file dsdata.pdf to determine how the superseded data were derived.
 QO1186
 QO1186_MARKER: DD = SURVEY DISK
 QO1186_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 QO1186+WITH SETTING: INFORMATION.
 QO1186_STAMPING: 2722 T 1977
 QO1186_MARK LOGO: MNDT
 QO1186_PROJECTION: FLUSH
 QO1186_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 QO1186_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QO1186_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 QO1186+SATELLITE: SATELLITE OBSERVATIONS - April 12, 2012
 QO1186_ROD/PIPE-DEPTH: 2.4 meters
 QO1186
 QO1186  HISTORY     - Date     Condition        Report By
 QO1186  HISTORY     - 1977     MONUMENTED       MNDT
 QO1186  HISTORY     - 1978     GOOD             MNDT
 QO1186  HISTORY     - 19910831 MARK NOT FOUND   USPSQD
 QO1186  HISTORY     - 20070809 GOOD             MNDT
 QO1186  HISTORY     - 20120412 GOOD             MNDT
 QO1186
 QO1186                          STATION DESCRIPTION
 QO1186
 QO1186'DESCRIBED BY MN DEPT OF TRANSP 1978
 QO1186'2.5 MI NW FROM HAMEL.
 QO1186'THE MARK IS 3.0 MILES NORTHWEST MEASURED ALONG TRUNK HIGHWAY 55 FROM
 QO1186'BRIDGE NUMBER 5847, THE SOO LINE RAILROAD OVER TRUNK HIGHWAY 55 IN
 QO1186'HAMEL. IT IS 73 FT. NORTH OF THE CENTERLINE OF TRUNK HIGHWAY 55, 166
 QO1186'FT. EAST OF THE CENTERLINE OF MOHAWK DR., 51 FT. SOUTHWEST OF
 QO1186'TELEPHONE POLE NUMBER 30, 26 FT. SOUTH OF THE EAST WEST FENCE LINE.
 QO1186'IT IS 1.0 FT. SOUTH OF A STEEL WITNESS POST AT TRUNK HIGHWAY 55 MILE
 QO1186'MARKER 173.9, ABOUT LEVEL WITH TRUNK HIGHWAY 55.
 QO1186
 QO1186                          STATION RECOVERY (1991)
 QO1186
 QO1186'RECOVERY NOTE BY US POWER SQUADRON 1991 (REA)
 QO1186'MARK NOT FOUND.
 QO1186
 QO1186                          STATION RECOVERY (2007)
 QO1186
 QO1186'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (BJB)
 QO1186'THE MARK IS LOCATED ABOUT 9.3 MI (15.0 KM) NORTH-NORTHEAST OF MOUND,
 QO1186'8.2 MI (13.2 KM) EAST-SOUTHEAST OF ROCKFORD AND 2.5 MI (4.0 KM)
 QO1186'WEST-NORTHWEST OF HAMEL.
 QO1186'
 QO1186'TO REACH TO THE MARK GO 3 MI (4.8 KM) NORTHWEST OF TRUNK HIGHWAY 55
 QO1186'BRIDGE 5847 AT RAILROAD IN HAMEL, AT TRUNK HIGHWAY 55 MILE POINT 174,
 QO1186'73 FT (22.3 M) NORTH OF TRUNK HIGHWAY 55, 166 FT (50.6 M) EAST OF
 QO1186'MOHAWK DRIVE, 27 FT (8.2 M) SOUTHWEST OF POWER POLE WITH GUY WIRE, 26
 QO1186'FT (7.9 M) SOUTH OF A FENCE LINE, 1.0 FT (0.3 M) SOUTH OF A WITNESS
 QO1186'POST.
 QO1186
 QO1186                          STATION RECOVERY (2012)
 QO1186
 QO1186'RECOVERY NOTE BY MN DEPT OF TRANSP 2012 (BJB)
 QO1186'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 QO1190 ***********************************************************************
 QO1190  DESIGNATION -  2722 X
 QO1190  PID         -  QO1190
 QO1190  STATE/COUNTY-  MN/HENNEPIN
 QO1190  COUNTRY     -  US
 QO1190  USGS QUAD   -  HAMEL (2019)
 QO1190
 QO1190                         *CURRENT SURVEY CONTROL
 QO1190  ______________________________________________________________________
 QO1190* NAD 83(2011) POSITION- 45 02 43.74227(N) 093 32 27.30740(W)   ADJUSTED
 QO1190* NAD 83(2011) ELLIP HT-   276.053 (meters)        (03/15/15)   ADJUSTED
 QO1190* NAD 83(2011) EPOCH   -  2010.00
 QO1190* NAVD 88 ORTHO HEIGHT -   303.387 (meters)      995.36  (feet) ADJUSTED
 QO1190  ______________________________________________________________________
 QO1190  GEOID HEIGHT    -        -27.336 (meters)                     GEOID18
 QO1190  NAD 83(2011) X  -   -278,803.758 (meters)                     COMP
 QO1190  NAD 83(2011) Y  - -4,505,592.392 (meters)                     COMP
 QO1190  NAD 83(2011) Z  -  4,491,116.580 (meters)                     COMP
 QO1190  LAPLACE CORR    -          5.15  (seconds)                    DEFLEC18
 QO1190  DYNAMIC HEIGHT  -        303.373 (meters)      995.32  (feet) COMP
 QO1190  MODELED GRAVITY -    980,562.5   (mgal)                       NAVD 88
 QO1190
 QO1190  VERT ORDER      -  SECOND    CLASS I
 QO1190
 QO1190  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 QO1190  Standards:
 QO1190         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 QO1190            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 QO1190  -------------------------------------------------------------------
 QO1190  NETWORK    0.80   0.96           0.37   0.27   0.49      0.09398389
 QO1190  -------------------------------------------------------------------
 QO1190  Click here for local accuracies and other accuracy information.
 QO1190
 QO1190.The horizontal coordinates were established by GPS observations
 QO1190.and adjusted by the MN DEPT OF TRANSP in March 2015.
 QO1190
 QO1190.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 QO1190.been affixed to the stable North American tectonic plate. See 
 QO1190.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 QO1190
 QO1190.The horizontal coordinates are valid at the epoch date displayed above
 QO1190.which is a decimal equivalence of Year/Month/Day.
 QO1190
 QO1190.The orthometric height was determined by differential leveling and
 QO1190.adjusted by the NATIONAL GEODETIC SURVEY
 QO1190.in September 2013.
 QO1190
 QO1190.Significant digits in the geoid height do not necessarily reflect accuracy.
 QO1190.GEOID18 height accuracy estimate available here.
 QO1190
 QO1190.Click photographs - Photos may exist for this station.
 QO1190
 QO1190.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 QO1190
 QO1190.The Laplace correction was computed from DEFLEC18 derived deflections.
 QO1190
 QO1190.The ellipsoidal height was determined by GPS observations
 QO1190.and is referenced to NAD 83.
 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. The following values were computed from the NAD 83(2011) position.
 QO1190
 QO1190;                    North         East     Units Scale Factor Converg.
 QO1190;SPC MN S     -   327,382.884   836,167.076   MT  0.99996710   +0 19 18.4
 QO1190;SPC MN S     - 1,074,088.68  2,743,324.82   sFT  0.99996710   +0 19 18.4
 QO1190;UTM  15      - 4,988,145.415   457,401.074   MT  0.99962231   -0 22 58.1
 QO1190
 QO1190!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QO1190!SPC MN S     -   0.99995672  x   0.99996710  =   0.99992382
 QO1190!UTM  15      -   0.99995672  x   0.99962231  =   0.99957905
 QO1190
 QO1190:                Primary Azimuth Mark                     Grid Az
 QO1190:SPC MN S     -  2722 Y                                   098 30 37.2
 QO1190:UTM  15      -  2722 Y                                   099 12 53.7
 QO1190
 QO1190_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK5740188145(NAD 83)
 QO1190
 QO1190|---------------------------------------------------------------------|
 QO1190| PID    Reference Object                     Distance      Geod. Az  |
 QO1190|                                                           dddmmss.s |
 QO1190| QO1191 2722 Y                              APPROX. 1.1 KM 0984955.6 |
 QO1190|---------------------------------------------------------------------|
 QO1190
 QO1190                          SUPERSEDED SURVEY CONTROL
 QO1190
 QO1190  NAVD 88 (06/15/91)  303.414  (m)          995.45   (f) SUPERSEDED  2 1
 QO1190
 QO1190.Superseded values are not recommended for survey control.
 QO1190
 QO1190.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QO1190.See file dsdata.pdf to determine how the superseded data were derived.
 QO1190
 QO1190_MARKER: DV = VERTICAL CONTROL DISK
 QO1190_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 QO1190+WITH SETTING: INTO GROUND
 QO1190_STAMPING: 2722 X 1977
 QO1190_MARK LOGO: MNHD
 QO1190_PROJECTION: FLUSH
 QO1190_MAGNETIC: I = MARKER IS A STEEL ROD
 QO1190_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QO1190_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QO1190+SATELLITE: SATELLITE OBSERVATIONS - June 07, 2012
 QO1190_ROD/PIPE-DEPTH: 2.4 meters
 QO1190
 QO1190  HISTORY     - Date     Condition        Report By
 QO1190  HISTORY     - 1977     MONUMENTED       MNDT
 QO1190  HISTORY     - 1978     GOOD             MNDT
 QO1190  HISTORY     - 19910831 MARK NOT FOUND   USPSQD
 QO1190  HISTORY     - 20051112 GOOD             USPSQD
 QO1190  HISTORY     - 20070813 GOOD             MNDT
 QO1190  HISTORY     - 20120412 GOOD             MNDT
 QO1190  HISTORY     - 20120607 GOOD             MNDT
 QO1190
 QO1190                          STATION DESCRIPTION
 QO1190
 QO1190'DESCRIBED BY MN DEPT OF TRANSP 1978
 QO1190'0.8 MI NW FROM HAMEL.
 QO1190'THE MARK IS 1.1 MILES NORTHWEST MEASURED ALONG TRUNK HIGHWAY 55 FROM
 QO1190'BRIDGE NUMBER 5847, THE SOO LINE RAILROAD OVER TRUNK HIGHWAY 55 IN
 QO1190'HAMEL. IT IS 69 FT. SOUTH OF THE CENTERLINE OF TRUNK HIGHWAY 55,
 QO1190'ABOUT 0.1 MILE EAST OF HENNEPIN COUNTY ROAD NUMBER 116, 55 FT. NORTH
 QO1190'OF THE CENTERLINE OF THE SOO LINE RAILROAD TRACKS, 22 FT. WEST OF A
 QO1190'QUADRUPLE TREE. IT IS 1.0 FT. NORTH OF A STEEL WITNESS POST AT TRUNK
 QO1190'HIGHWAY 55 MILE MARKER 175.7, 1.0 FT. BELOW THE LEVEL OF TRUNK
 QO1190'HIGHWAY 55.
 QO1190
 QO1190                          STATION RECOVERY (1991)
 QO1190
 QO1190'RECOVERY NOTE BY US POWER SQUADRON 1991 (REA)
 QO1190'MARK NOT FOUND.
 QO1190
 QO1190                          STATION RECOVERY (2005)
 QO1190
 QO1190'RECOVERY NOTE BY US POWER SQUADRON 2005 (BDB)
 QO1190'VIEWABLE BY SATELLITE
 QO1190
 QO1190                          STATION RECOVERY (2007)
 QO1190
 QO1190'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (VWC)
 QO1190'THE MARK IS LOCATED ABOUT 9.1 MI (14.6 KM) NORTH-NORTHWEST OF HOPKINS,
 QO1190'8.5 MI (13.7 KM) SOUTHWEST OF OSSEO AND 0.8 MI (1.3 KM) WEST-NORTHWEST
 QO1190'OF HAMEL.
 QO1190'
 QO1190'TO REACH TO THE MARK GO 1.1 MI (1.8 KM) NORTHWEST OF TRUNK HIGHWAY 55
 QO1190'BRIDGE 5847 AT RAILROAD IN HAMEL, AT TRUNK HIGHWAY 55 MILE POINT
 QO1190'175.7, 69 FT (21.0 M) SOUTH OF TRUNK HIGHWAY 55, 0.1 MI (0.2 KM) EAST
 QO1190'OF COUNTY ROAD 116, 55 FT (16.8 M) NORTH OF RAILROAD, 1.0 FT (0.3 M)
 QO1190'NORTH OF A WITNESS POST.
 QO1190
 QO1190                          STATION RECOVERY (2012)
 QO1190
 QO1190'RECOVERY NOTE BY MN DEPT OF TRANSP 2012 (BJB)
 QO1190'RECOVERED AS DESCRIBED.
 QO1190
 QO1190                          STATION RECOVERY (2012)
 QO1190
 QO1190'RECOVERY NOTE BY MN DEPT OF TRANSP 2012 (TXR)
 QO1190'IN MEDINA, 0.05 MILE SOUTHEAST ALONG TRUNK HIGHWAY 55 FROM THE
 QO1190'JUNCTION OF COUNTY ROAD 115 SOUTH AND COUNTY ROAD 116 NORTH IN MEDINA,
 QO1190'0.8 MILE NORTHWEST OF THE NORTHWEST JUNCTION OF COUNTY ROAD 101 AND
 QO1190'TRUNK HIGHWAY 55 IN HAMEL, 30.0 FEET SOUTHWEST OF EASTBOUND TRUNK
 QO1190'HIGHWAY 55 AT TRUNK HIGHWAY 55 MILE POINT 175.6, 55.0 FEET NORTHEAST
 QO1190'OF RAILROAD, 1.5 FEET NORTHEAST OF WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 QO1191 ***********************************************************************
 QO1191  DESIGNATION -  2722 Y
 QO1191  PID         -  QO1191
 QO1191  STATE/COUNTY-  MN/HENNEPIN
 QO1191  COUNTRY     -  US
 QO1191  USGS QUAD   -  HAMEL (2019)
 QO1191
 QO1191                         *CURRENT SURVEY CONTROL
 QO1191  ______________________________________________________________________
 QO1191* NAD 83(2011) POSITION- 45 02 38.36407(N) 093 31 38.51058(W)   ADJUSTED
 QO1191* NAD 83(2011) ELLIP HT-   271.313 (meters)        (03/15/15)   ADJUSTED
 QO1191* NAD 83(2011) EPOCH   -  2010.00
 QO1191* NAVD 88 ORTHO HEIGHT -   298.606 (meters)      979.68  (feet) ADJUSTED
 QO1191  ______________________________________________________________________
 QO1191  GEOID HEIGHT    -        -27.298 (meters)                     GEOID18
 QO1191  NAD 83(2011) X  -   -277,744.868 (meters)                     COMP
 QO1191  NAD 83(2011) Y  - -4,505,772.153 (meters)                     COMP
 QO1191  NAD 83(2011) Z  -  4,490,995.914 (meters)                     COMP
 QO1191  LAPLACE CORR    -          4.95  (seconds)                    DEFLEC18
 QO1191  DYNAMIC HEIGHT  -        298.594 (meters)      979.64  (feet) COMP
 QO1191  MODELED GRAVITY -    980,568.2   (mgal)                       NAVD 88
 QO1191
 QO1191  VERT ORDER      -  SECOND    CLASS I
 QO1191
 QO1191  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 QO1191  Standards:
 QO1191         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 QO1191            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 QO1191  -------------------------------------------------------------------
 QO1191  NETWORK    1.03   1.23           0.46   0.37   0.63      0.05520495
 QO1191  -------------------------------------------------------------------
 QO1191  Click here for local accuracies and other accuracy information.
 QO1191
 QO1191.The horizontal coordinates were established by GPS observations
 QO1191.and adjusted by the MN DEPT OF TRANSP in March 2015.
 QO1191
 QO1191.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 QO1191.been affixed to the stable North American tectonic plate. See 
 QO1191.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 QO1191
 QO1191.The horizontal coordinates are valid at the epoch date displayed above
 QO1191.which is a decimal equivalence of Year/Month/Day.
 QO1191
 QO1191.The orthometric height was determined by differential leveling and
 QO1191.adjusted by the NATIONAL GEODETIC SURVEY
 QO1191.in September 2013.
 QO1191
 QO1191.Significant digits in the geoid height do not necessarily reflect accuracy.
 QO1191.GEOID18 height accuracy estimate available here.
 QO1191
 QO1191.Click photographs - Photos may exist for this station.
 QO1191
 QO1191.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 QO1191
 QO1191.The Laplace correction was computed from DEFLEC18 derived deflections.
 QO1191
 QO1191.The ellipsoidal height was determined by GPS observations
 QO1191.and is referenced to NAD 83.
 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. The following values were computed from the NAD 83(2011) position.
 QO1191
 QO1191;                    North         East     Units Scale Factor Converg.
 QO1191;SPC MN S     -   327,222.953   837,235.880   MT  0.99996685   +0 19 52.6
 QO1191;SPC MN S     - 1,073,563.97  2,746,831.38   sFT  0.99996685   +0 19 52.6
 QO1191;UTM  15      - 4,987,972.413   458,467.463   MT  0.99962121   -0 22 23.5
 QO1191
 QO1191!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QO1191!SPC MN S     -   0.99995746  x   0.99996685  =   0.99992432
 QO1191!UTM  15      -   0.99995746  x   0.99962121  =   0.99957869
 QO1191
 QO1191:                Primary Azimuth Mark                     Grid Az
 QO1191:SPC MN S     -  2722 X                                   278 30 37.6
 QO1191:UTM  15      -  2722 X                                   279 12 53.7
 QO1191
 QO1191_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK5846787972(NAD 83)
 QO1191
 QO1191|---------------------------------------------------------------------|
 QO1191| PID    Reference Object                     Distance      Geod. Az  |
 QO1191|                                                           dddmmss.s |
 QO1191| QO1190 2722 X                              APPROX. 1.1 KM 2785030.2 |
 QO1191|---------------------------------------------------------------------|
 QO1191
 QO1191                          SUPERSEDED SURVEY CONTROL
 QO1191
 QO1191  NAVD 88 (06/15/91)  298.611  (m)          979.69   (f) SUPERSEDED  2 1
 QO1191
 QO1191.Superseded values are not recommended for survey control.
 QO1191
 QO1191.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QO1191.See file dsdata.pdf to determine how the superseded data were derived.
 QO1191
 QO1191_MARKER: DV = VERTICAL CONTROL DISK
 QO1191_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 QO1191+WITH SETTING: INTO GROUND
 QO1191_STAMPING: 2722 Y 1977
 QO1191_MARK LOGO: MNHD
 QO1191_PROJECTION: FLUSH
 QO1191_MAGNETIC: I = MARKER IS A STEEL ROD
 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 - September 03, 2019
 QO1191_ROD/PIPE-DEPTH: 2.4 meters
 QO1191
 QO1191  HISTORY     - Date     Condition        Report By
 QO1191  HISTORY     - 19770401 MONUMENTED       MNHD
 QO1191  HISTORY     - 1978     GOOD             MNDT
 QO1191  HISTORY     - 19910831 GOOD             USPSQD
 QO1191  HISTORY     - 20041118 GOOD             USPSQD
 QO1191  HISTORY     - 20051119 GOOD             USPSQD
 QO1191  HISTORY     - 20070813 GOOD             MNDT
 QO1191  HISTORY     - 20120412 GOOD             MNDT
 QO1191  HISTORY     - 20130930 GOOD             MNDT
 QO1191  HISTORY     - 20190903 GOOD             MNDT
 QO1191
 QO1191                          STATION DESCRIPTION
 QO1191
 QO1191'DESCRIBED BY MN DEPT OF TRANSP 1978
 QO1191'0.2 MI NORTH FROM HAMEL.
 QO1191'THE MARK IS 0.4 MILE NORTHWEST MEASURED ALONG TRUNK HIGHWAY 55 FROM
 QO1191'BRIDGE NUMBER 5847, THE SOO LINE RAILROAD OVER TRUNK HIGHWAY 55 AND
 QO1191'ABOUT 0.1 MILE WEST OF TRUNK HIGHWAY 101 WEST JUNCTION WITH TRUNK
 QO1191'HIGHWAY 55. IT IS 68 FT. NORTH OF THE CENTERLINE OF WESTBOUND TRUNK
 QO1191'HIGHWAY 55, 87 FT. SOUTHWEST OF THE SOUTHWEST CORNER OF A ONE STORY
 QO1191'FRAME HOUSE, 38 FT. NORTHWEST OF A MANHOLE, 17 FT. EAST OF A
 QO1191'TELEPHONE POWER POLE WITH TRANSFORMER. IT IS 1.0 FT. SOUTH OF A STEEL
 QO1191'WITNESS POST AT TRUNK HIGHWAY 55 MILE MARKER 176.4, 1.0 FT. ABOVE
 QO1191'THE LEVEL OF TRUNK HIGHWAY 55.
 QO1191
 QO1191                          STATION RECOVERY (1991)
 QO1191
 QO1191'RECOVERY NOTE BY US POWER SQUADRON 1991 (REA)
 QO1191'RECOVERED IN GOOD CONDITION.
 QO1191
 QO1191                          STATION RECOVERY (2004)
 QO1191
 QO1191'RECOVERY NOTE BY US POWER SQUADRON 2004 (NDM)
 QO1191'RECOVERED IN GOOD CONDITION.
 QO1191
 QO1191                          STATION RECOVERY (2005)
 QO1191
 QO1191'RECOVERY NOTE BY US POWER SQUADRON 2005 (SRC)
 QO1191'RECOVERED IN GOOD CONDITION.
 QO1191
 QO1191                          STATION RECOVERY (2007)
 QO1191
 QO1191'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (VWC)
 QO1191'THE MARK IS LOCATED ABOUT 8.8 MI (14.2 KM) NORTH-NORTHWEST OF HOPKINS,
 QO1191'8.0 MI (12.9 KM) SOUTHWEST OF OSSEO AND 0.2 MI (0.3 KM)
 QO1191'NORTH-NORTHWEST OF HAMEL.
 QO1191'
 QO1191'TO REACH TO THE MARK GO 0.4 MI (0.6 KM) NORTHWEST OF TRUNK HIGHWAY 55
 QO1191'BRIDGE 5847 AT RAILROAD IN HAMEL(SOUTHWEST OF HOLIDAY STORE), 0.1 MI
 QO1191'(0.2 KM) WEST OF WEST JUNCTION OF TRUNK HIGHWAY 55 AND TRUNK HIGHWAY
 QO1191'101, AT TRUNK HIGHWAY 55 MILE POINT 176.4, 68 FT (20.7 M) NORTH OF
 QO1191'WESTBOUND TRUNK HIGHWAY 55, 38 FT (11.6 M) NORTHWEST OF MANHOLE, 17 FT
 QO1191'(5.2 M) EAST OF TELEPHONE POLE WITH TRANSFORMER, 1.0 FT (0.3 M) SOUTH
 QO1191'OF A WITNESS POST.
 QO1191
 QO1191                          STATION RECOVERY (2012)
 QO1191
 QO1191'RECOVERY NOTE BY MN DEPT OF TRANSP 2012 (KMS)
 QO1191'RECOVERED AS DESCRIBED.
 QO1191
 QO1191                          STATION RECOVERY (2013)
 QO1191
 QO1191'RECOVERY NOTE BY MN DEPT OF TRANSP 2013 (KMS)
 QO1191'IN HAMEL, 0.1 MI (0.2 KM) WEST ALONG TRUNK HIGHWAY 55  FROM THE
 QO1191'JUNCTION OF TRUNK HIGHWAY 55 AND COUNTY ROAD 101 NORTH IN HAMEL, AT
 QO1191'TRUNK HIGHWAY 55 MILE POINT 176.4, 68.0 FT (20.7 M) NORTH OF WESTBOUND
 QO1191'TRUNK HIGHWAY 55, 38.0 FT (11.6 M) NORTHWEST OF MANHOLE, 17.0 FT (5.2
 QO1191'M) EAST OF TELEPHONE POLE WITH TRANSFORMER, 1.0 FT (0.3 M) SOUTH OF A
 QO1191'WITNESS POST.
 QO1191
 QO1191                          STATION RECOVERY (2019)
 QO1191
 QO1191'RECOVERY NOTE BY MN DEPT OF TRANSP 2019 (MPP)
 QO1191'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 QO1192 ***********************************************************************
 QO1192  DESIGNATION -  2722 Z
 QO1192  PID         -  QO1192
 QO1192  STATE/COUNTY-  MN/HENNEPIN
 QO1192  COUNTRY     -  US
 QO1192  USGS QUAD   -  HAMEL (2019)
 QO1192
 QO1192                         *CURRENT SURVEY CONTROL
 QO1192  ______________________________________________________________________
 QO1192* NAD 83(1986) POSITION- 45 02 28.83   (N) 093 31 15.12   (W)   HD_HELD1
 QO1192* NAVD 88 ORTHO HEIGHT -   302.455 (meters)      992.30  (feet) ADJUSTED
 QO1192  ______________________________________________________________________
 QO1192  GEOID HEIGHT    -        -27.270 (meters)                     GEOID18
 QO1192  DYNAMIC HEIGHT  -        302.444 (meters)      992.27  (feet) COMP
 QO1192  MODELED GRAVITY -    980,571.7   (mgal)                       NAVD 88
 QO1192
 QO1192  VERT ORDER      -  SECOND    CLASS I
 QO1192
 QO1192.The horizontal coordinates were determined by differentially corrected
 QO1192.hand held GPS observations or other comparable positioning techniques
 QO1192.and have an estimated accuracy of +/- 3 meters.
 QO1192
 QO1192.The orthometric height was determined by differential leveling and
 QO1192.adjusted by the NATIONAL GEODETIC SURVEY
 QO1192.in June 1991.
 QO1192
 QO1192.Significant digits in the geoid height do not necessarily reflect accuracy.
 QO1192.GEOID18 height accuracy estimate available here.
 QO1192
 QO1192.Click photographs - Photos may exist for this station.
 QO1192
 QO1192.The dynamic height is computed by dividing the NAVD 88
 QO1192.geopotential number by the normal gravity value computed on the
 QO1192.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QO1192.degrees latitude (g = 980.6199 gals.).
 QO1192
 QO1192.The modeled gravity was interpolated from observed gravity values.
 QO1192
 QO1192;                    North         East    Units  Estimated Accuracy
 QO1192;SPC MN S     -   326,931.6     837,749.5     MT  (+/- 3 meters HH1 GPS) 
 QO1192
 QO1192_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK5897787674(NAD 83)
 QO1192
 QO1192                          SUPERSEDED SURVEY CONTROL
 QO1192
 QO1192.No superseded survey control is available for this station.
 QO1192
 QO1192_MARKER: DV = VERTICAL CONTROL DISK
 QO1192_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 QO1192_SP_SET: ABUTMENT
 QO1192_STAMPING: 2722 Z 1977
 QO1192_MARK LOGO: MNHD
 QO1192_MAGNETIC: N = NO MAGNETIC MATERIAL
 QO1192_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QO1192_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 QO1192+SATELLITE: SATELLITE OBSERVATIONS - April 12, 2012
 QO1192
 QO1192  HISTORY     - Date     Condition        Report By
 QO1192  HISTORY     - 1977     MONUMENTED       MNDT
 QO1192  HISTORY     - 1978     GOOD             MNDT
 QO1192  HISTORY     - 19910831 GOOD             USPSQD
 QO1192  HISTORY     - 20031002 GOOD             USPSQD
 QO1192  HISTORY     - 20041118 GOOD             USPSQD
 QO1192  HISTORY     - 20051119 GOOD             USPSQD
 QO1192  HISTORY     - 20070813 GOOD             MNDT
 QO1192  HISTORY     - 20120412 GOOD             MNDT
 QO1192
 QO1192                          STATION DESCRIPTION
 QO1192
 QO1192'DESCRIBED BY MN DEPT OF TRANSP 1978
 QO1192'0.2 MI EAST FROM HAMEL.
 QO1192'THE MARK IS A STANDARD DISK IN THE SOUTHWEST CORNER OF BRIDGE NUMBER
 QO1192'5847, SOO LINE RAILROAD OVER TRUNK HIGHWAY 55 ON THE EAST EDGE OF
 QO1192'HAMEL. IT IS ABOUT LEVEL WITH THE RAILROAD TRACKS.
 QO1192
 QO1192                          STATION RECOVERY (1991)
 QO1192
 QO1192'RECOVERY NOTE BY US POWER SQUADRON 1991 (REA)
 QO1192'RECOVERED IN GOOD CONDITION.
 QO1192
 QO1192                          STATION RECOVERY (2003)
 QO1192
 QO1192'RECOVERY NOTE BY US POWER SQUADRON 2003 (NDM)
 QO1192'RECOVERED IN GOOD CONDITION.
 QO1192
 QO1192                          STATION RECOVERY (2004)
 QO1192
 QO1192'RECOVERY NOTE BY US POWER SQUADRON 2004 (NDM)
 QO1192'RECOVERED IN GOOD CONDITION.
 QO1192
 QO1192                          STATION RECOVERY (2005)
 QO1192
 QO1192'RECOVERY NOTE BY US POWER SQUADRON 2005 (ACC)
 QO1192'RECOVERED IN GOOD CONDITION.
 QO1192
 QO1192                          STATION RECOVERY (2007)
 QO1192
 QO1192'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (VWC)
 QO1192'THE MARK IS LOCATED ABOUT 8.5 MI (13.7 KM) NORTH-NORTHWEST OF HOPKINS,
 QO1192'7.9 MI (12.7 KM) SOUTHWEST OF OSSEO AND 0.2 MI (0.3 KM) EAST OF HAMEL.
 QO1192'TO REACH TO THE MARK FROM EAST EDGE OF HAMEL, IN SOUTHEAST CORNER OF
 QO1192'TRUNK HIGHWAY 55 BRIDGE 5847 AT RAILROAD.
 QO1192
 QO1192                          STATION RECOVERY (2012)
 QO1192
 QO1192'RECOVERY NOTE BY MN DEPT OF TRANSP 2012 (KMS)
 QO1192'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 PP2036 ***********************************************************************
 PP2036  DESIGNATION -  2723 AA
 PP2036  PID         -  PP2036
 PP2036  STATE/COUNTY-  MN/HENNEPIN
 PP2036  COUNTRY     -  US
 PP2036  USGS QUAD   -  HOPKINS (2019)
 PP2036
 PP2036                         *CURRENT SURVEY CONTROL
 PP2036  ______________________________________________________________________
 PP2036* NAD 83(1986) POSITION- 44 59 16.62   (N) 093 25 14.64   (W)   HD_HELD1
 PP2036* NAVD 88 ORTHO HEIGHT -   273.452 (meters)      897.15  (feet) ADJUSTED
 PP2036  ______________________________________________________________________
 PP2036  GEOID HEIGHT    -        -26.979 (meters)                     GEOID18
 PP2036  DYNAMIC HEIGHT  -        273.449 (meters)      897.14  (feet) COMP
 PP2036  MODELED GRAVITY -    980,596.2   (mgal)                       NAVD 88
 PP2036
 PP2036  VERT ORDER      -  SECOND    CLASS I
 PP2036
 PP2036.The horizontal coordinates were determined by differentially corrected
 PP2036.hand held GPS observations or other comparable positioning techniques
 PP2036.and have an estimated accuracy of +/- 3 meters.
 PP2036
 PP2036.The orthometric height was determined by differential leveling and
 PP2036.adjusted by the NATIONAL GEODETIC SURVEY
 PP2036.in June 1991.
 PP2036
 PP2036.Significant digits in the geoid height do not necessarily reflect accuracy.
 PP2036.GEOID18 height accuracy estimate available here.
 PP2036
 PP2036.Click photographs - Photos may exist for this station.
 PP2036
 PP2036.The dynamic height is computed by dividing the NAVD 88
 PP2036.geopotential number by the normal gravity value computed on the
 PP2036.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP2036.degrees latitude (g = 980.6199 gals.).
 PP2036
 PP2036.The modeled gravity was interpolated from observed gravity values.
 PP2036
 PP2036;                    North         East    Units  Estimated Accuracy
 PP2036;SPC MN S     -   321,049.6     845,680.6     MT  (+/- 3 meters HH1 GPS) 
 PP2036
 PP2036_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK6683281697(NAD 83)
 PP2036
 PP2036                          SUPERSEDED SURVEY CONTROL
 PP2036
 PP2036.No superseded survey control is available for this station.
 PP2036
 PP2036_MARKER: DV = VERTICAL CONTROL DISK
 PP2036_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 PP2036+WITH SETTING: INTO GROUND
 PP2036_STAMPING: 2723 AA 1978
 PP2036_MARK LOGO: MNHD
 PP2036_PROJECTION: FLUSH
 PP2036_MAGNETIC: I = MARKER IS A STEEL ROD
 PP2036_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PP2036_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PP2036+SATELLITE: SATELLITE OBSERVATIONS - November 15, 2011
 PP2036_ROD/PIPE-DEPTH: 2.4 meters
 PP2036
 PP2036  HISTORY     - Date     Condition        Report By
 PP2036  HISTORY     - 19780401 MONUMENTED       MNHD
 PP2036  HISTORY     - 1979     GOOD             MNDT
 PP2036  HISTORY     - 20010331 POOR             NGS
 PP2036  HISTORY     - 20070829 GOOD             MNDT
 PP2036  HISTORY     - 20091021 POOR             MNDT
 PP2036  HISTORY     - 20111115 POOR             MNDT
 PP2036
 PP2036                          STATION DESCRIPTION
 PP2036
 PP2036'DESCRIBED BY MN DEPT OF TRANSP 1979
 PP2036'IN PLYMOUTH.
 PP2036'THE MARK IS 0.8 MILES NORTHWEST MEASURED ALONG TRUNK HIGHWAY 55 FROM
 PP2036'THE JUNCTION OF TRUNK HIGHWAY 55 AND CSAH 18. IT IS 210 FT. WEST OF
 PP2036'THE CENTERLINE OF CSAH 73, 100 FT. WEST OF A SEWER MANHOLE, 90 FT.
 PP2036'NORTHWEST OF THE WEST END OF DEEP ROCK GAS PUMP ISLAND, 71 FT. SOUTH
 PP2036'OF THE CENTERLINE OF TRUNK HIGHWAY 55 EASTBOUND STATION 1533 AND 50.
 PP2036'IT IS 1.0 FT. NORTH OF A STEEL WITNESS POST AT TRUNK HIGHWAY 55 MILE
 PP2036'MARKER 182.8.
 PP2036
 PP2036                          STATION RECOVERY (2001)
 PP2036
 PP2036'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 PP2036'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 PP2036
 PP2036                          STATION RECOVERY (2007)
 PP2036
 PP2036'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (WEF)
 PP2036'THE MARK IS LOCATED ABOUT 7.7 MI (12.4 KM) WEST OF MINNEAPOLIS, 6.3 MI
 PP2036'(10.1 KM) SOUTHEAST OF HAMEL AND 4.8 MI (7.7 KM) NORTH-NORTHEAST OF
 PP2036'HOPKINS.
 PP2036'
 PP2036'TO REACH TO THE MARK IN PLYMOUTH, 1.0 MI (1.6 KM) NORTHWEST ALONG
 PP2036'TRUNK HIGHWAY 55 FROM THE JUNCTION OF TRUNK HIGHWAY 55 AND TRUNK
 PP2036'HIGHWAY 169, 71 FT (21.6 M) SOUTH OF EASTBOUND TRUNK HIGHWAY 55, AT
 PP2036'TRUNK HIGHWAY 55 MILE POINT 182.8, 210 FT (64.0 M) WEST OF COUNTY ROAD
 PP2036'73, 100 FT (30.5 M) WEST OF MANHOLE, 7.0 FT (2.1 M) NORTH OF NORTH
 PP2036'EDGE OF ABANDONED GAS STATION PARKING LOT, 1.0 FT (0.3 M) NORTH OF A
 PP2036'WITNESS POST.
 PP2036
 PP2036                          STATION RECOVERY (2009)
 PP2036
 PP2036'RECOVERY NOTE BY MN DEPT OF TRANSP 2009 (TB)
 PP2036'IN PLYMOUTH, 1.0 MI (1.6 KM) NORTHWEST ALONG TRUNK HIGHWAY 55 FROM THE
 PP2036'JUNCTION OF TRUNK HIGHWAY 55 AND TRUNK HIGHWAY 169, 71 FT (21.6 M)
 PP2036'SOUTH OF EASTBOUND TRUNK HIGHWAY 55, AT TRUNK HIGHWAY 55 MILE POINT
 PP2036'182.8, 210 FT (64.0 M) WEST OF COUNTY ROAD 73, 100 FT (30.5 M) WEST OF
 PP2036'A MANHOLE, 7.0 FT (2.1 M) NORTH OF THE NORTH EDGE OF AN ABANDONED GAS
 PP2036'STATION PARKING LOT, 1.0 FT (0.3 M) NORTH OF A WITNESS POST.
 PP2036
 PP2036                          STATION RECOVERY (2011)
 PP2036
 PP2036'RECOVERY NOTE BY MN DEPT OF TRANSP 2011 (MJA)
 PP2036'MARK RECOVERED IN POOR CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 PP2045 ***********************************************************************
 PP2045  DESIGNATION -  2723 AC
 PP2045  PID         -  PP2045
 PP2045  STATE/COUNTY-  MN/HENNEPIN
 PP2045  COUNTRY     -  US
 PP2045  USGS QUAD   -  MINNEAPOLIS SOUTH (2019)
 PP2045
 PP2045                         *CURRENT SURVEY CONTROL
 PP2045  ______________________________________________________________________
 PP2045* NAD 83(1986) POSITION- 44 59 01.74   (N) 093 22 01.20   (W)   HD_HELD1
 PP2045* NAVD 88 ORTHO HEIGHT -   280.029 (meters)      918.73  (feet) ADJUSTED
 PP2045  ______________________________________________________________________
 PP2045  GEOID HEIGHT    -        -27.020 (meters)                     GEOID18
 PP2045  DYNAMIC HEIGHT  -        280.024 (meters)      918.71  (feet) COMP
 PP2045  MODELED GRAVITY -    980,591.8   (mgal)                       NAVD 88
 PP2045
 PP2045  VERT ORDER      -  SECOND    CLASS I
 PP2045
 PP2045.The horizontal coordinates were determined by differentially corrected
 PP2045.hand held GPS observations or other comparable positioning techniques
 PP2045.and have an estimated accuracy of +/- 3 meters.
 PP2045
 PP2045.The orthometric height was determined by differential leveling and
 PP2045.adjusted by the NATIONAL GEODETIC SURVEY
 PP2045.in June 1991.
 PP2045
 PP2045.Significant digits in the geoid height do not necessarily reflect accuracy.
 PP2045.GEOID18 height accuracy estimate available here.
 PP2045
 PP2045.Click photographs - Photos may exist for this station.
 PP2045
 PP2045.The dynamic height is computed by dividing the NAVD 88
 PP2045.geopotential number by the normal gravity value computed on the
 PP2045.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP2045.degrees latitude (g = 980.6199 gals.).
 PP2045
 PP2045.The modeled gravity was interpolated from observed gravity values.
 PP2045
 PP2045;                    North         East    Units  Estimated Accuracy
 PP2045;SPC MN S     -   320,621.7     849,921.5     MT  (+/- 3 meters HH1 GPS) 
 PP2045
 PP2045_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK7106681218(NAD 83)
 PP2045
 PP2045                          SUPERSEDED SURVEY CONTROL
 PP2045
 PP2045.No superseded survey control is available for this station.
 PP2045
 PP2045_MARKER: DV = VERTICAL CONTROL DISK
 PP2045_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 PP2045+WITH SETTING: INFORMATION.
 PP2045_STAMPING: 2723-AC 1979
 PP2045_MARK LOGO: MNHD
 PP2045_PROJECTION: RECESSED 5 CENTIMETERS
 PP2045_MAGNETIC: I = MARKER IS A STEEL ROD
 PP2045_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PP2045_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PP2045+SATELLITE: SATELLITE OBSERVATIONS - September 27, 2009
 PP2045_ROD/PIPE-DEPTH: 2.4 meters
 PP2045
 PP2045  HISTORY     - Date     Condition        Report By
 PP2045  HISTORY     - 1978     MONUMENTED       MNDT
 PP2045  HISTORY     - 1979     GOOD             MNDT
 PP2045  HISTORY     - 20070912 GOOD             MNDT
 PP2045  HISTORY     - 20090927 GOOD             MNDT
 PP2045
 PP2045                          STATION DESCRIPTION
 PP2045
 PP2045'DESCRIBED BY MN DEPT OF TRANSP 1979
 PP2045'IN GOLDEN VALLEY.
 PP2045'THE MARK IS 1.0 MILES WEST MEASURED ALONG TRUNK HIGHWAY 55 FROM THE
 PP2045'JUNCTION OF TRUNK HIGHWAY 55 AND TRUNK HIGHWAY 100 AND 1.8 MILES EAST
 PP2045'ALONG, TRUNK HIGHWAY 55 FROM THE JUNCTION OF TRUNK HIGHWAY 55 AND
 PP2045'CSAH 18. IT IS 82 FT. SOUTHEAST OF A FIRE HYDRANT IN THE NORTHWEST
 PP2045'QUADRANT OF JERSEY AVE. NO. AND THE NORTH FRONTAGE ROAD, 44 FT. NORTH
 PP2045'OF CENTERLINE OF TRUNK HIGHWAY 55 WESTBOUND, STA 1678 AND 10 35 FT.
 PP2045'SOUTH OF A 20 INCH OAK TREE. IT IS 1 FT. SOUTH OF A STEEL WITNESS POST
 PP2045'AT TRUNK HIGHWAY 55 MILE MARKER 185.75.
 PP2045
 PP2045                          STATION RECOVERY (2007)
 PP2045
 PP2045'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (WEF)
 PP2045'THE MARK IS LOCATED ABOUT 8.7 MI (14.0 KM) EAST-SOUTHEAST OF HAMEL,
 PP2045'6.2 MI (10.0 KM) NORTHEAST OF HOPKINS AND 5.1 MI (8.2 KM) WEST OF
 PP2045'MINNEAPOLIS.
 PP2045'
 PP2045'TO REACH TO THE MARK IN GOLDEN VALLEY, 1.0 MI (1.6 KM) WEST ALONG
 PP2045'TRUNK HIGHWAY 55 FROM THE JUNCTION OF TRUNK HIGHWAY 55 AND TRUNK
 PP2045'HIGHWAY 100, AT THE JUNCTION OF JERSEY AVENUE NORTH AND NORTH FRONTAGE
 PP2045'ROAD, AT TRUNK HIGHWAY 55 MILE POINT 185.75, 44 FT (13.4 M) NORTH OF
 PP2045'WESTBOUND TRUNK HIGHWAY 55, 82 FT (25.0 M) SOUTHEAST OF FIRE HYDRANT,
 PP2045'40 FT (12.2 M) EAST OF JERSEY AVENUE, 1.0 FT (0.3 M) SOUTH OF A
 PP2045'WITNESS POST.
 PP2045
 PP2045                          STATION RECOVERY (2009)
 PP2045
 PP2045'RECOVERY NOTE BY MN DEPT OF TRANSP 2009 (BJB)
 PP2045'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DE8258 ***********************************************************************
 DE8258  DESIGNATION -  2723 AE
 DE8258  PID         -  DE8258
 DE8258  STATE/COUNTY-  MN/HENNEPIN
 DE8258  COUNTRY     -  US
 DE8258  USGS QUAD   -  MINNEAPOLIS SOUTH (2019)
 DE8258
 DE8258                         *CURRENT SURVEY CONTROL
 DE8258  ______________________________________________________________________
 DE8258* NAD 83(1986) POSITION- 44 59 04.91   (N) 093 21 22.22   (W)   HD_HELD1
 DE8258* NAVD 88 ORTHO HEIGHT -   275.931 (meters)      905.28  (feet) ADJUSTED
 DE8258  ______________________________________________________________________
 DE8258  GEOID HEIGHT    -        -27.034 (meters)                     GEOID18
 DE8258  DYNAMIC HEIGHT  -        275.926 (meters)      905.27  (feet) COMP
 DE8258  MODELED GRAVITY -    980,590.9   (mgal)                       NAVD 88
 DE8258
 DE8258  VERT ORDER      -  SECOND    CLASS I
 DE8258
 DE8258.The horizontal coordinates were determined by differentially corrected
 DE8258.hand held GPS observations or other comparable positioning techniques
 DE8258.and have an estimated accuracy of +/- 3 meters.
 DE8258
 DE8258.The orthometric height was determined by differential leveling and
 DE8258.adjusted by the NATIONAL GEODETIC SURVEY
 DE8258.in May 2010.
 DE8258
 DE8258.No vertical observational check was made to the station.
 DE8258
 DE8258.Significant digits in the geoid height do not necessarily reflect accuracy.
 DE8258.GEOID18 height accuracy estimate available here.
 DE8258
 DE8258.Click photographs - Photos may exist for this station.
 DE8258
 DE8258.The dynamic height is computed by dividing the NAVD 88
 DE8258.geopotential number by the normal gravity value computed on the
 DE8258.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE8258.degrees latitude (g = 980.6199 gals.).
 DE8258
 DE8258.The modeled gravity was interpolated from observed gravity values.
 DE8258
 DE8258;                    North         East    Units  Estimated Accuracy
 DE8258;SPC MN S     -   320,726.2     850,774.6     MT  (+/- 3 meters HH1 GPS) 
 DE8258
 DE8258_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK7192081312(NAD 83)
 DE8258
 DE8258                          SUPERSEDED SURVEY CONTROL
 DE8258
 DE8258  NAVD 88 (08/10/04)  275.932  (m)          905.29   (f) SUPERSEDED  2 1
 DE8258
 DE8258.Superseded values are not recommended for survey control.
 DE8258
 DE8258.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE8258.See file dsdata.pdf to determine how the superseded data were derived.
 DE8258
 DE8258_MARKER: DV = VERTICAL CONTROL DISK
 DE8258_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DE8258_SP_SET: BRIDGE ABUTMENT
 DE8258_STAMPING: 2723 AE 1998
 DE8258_MARK LOGO: MNDT
 DE8258_MAGNETIC: N = NO MAGNETIC MATERIAL
 DE8258_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DE8258_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DE8258+SATELLITE: SATELLITE OBSERVATIONS - September 27, 2009
 DE8258
 DE8258  HISTORY     - Date     Condition        Report By
 DE8258  HISTORY     - 1998     MONUMENTED       MNDT
 DE8258  HISTORY     - 19980609 GOOD             MNDT
 DE8258  HISTORY     - 20040929 GOOD             MNDT
 DE8258  HISTORY     - 20051122 GOOD             MNDT
 DE8258  HISTORY     - 20070717 GOOD             MNDT
 DE8258  HISTORY     - 20080626 GOOD             MNDT
 DE8258  HISTORY     - 20090927 GOOD             MNDT
 DE8258
 DE8258                          STATION DESCRIPTION
 DE8258
 DE8258'DESCRIBED BY MN DEPT OF TRANSP 1998 (WAS)
 DE8258'IN GOLDEN VALLEY, IN RAILING AT NORTHEAST CORNER OF BRIDGE OVER RR,
 DE8258'0.27 MI (0.43 KM) WEST ALONG TH 55 FROM JCT OF TH 55 AND TH 100 IN
 DE8258'GOLDEN VALLEY, 26.7 FT (8.1 M) NORTH OF WB TH 55. NOTE--MARK WAS SET
 DE8258'IN BRIDGE BUILT IN 1997 THEN STAMPED IN 1998.
 DE8258
 DE8258                          STATION RECOVERY (2004)
 DE8258
 DE8258'RECOVERY NOTE BY MN DEPT OF TRANSP 2004 (WAS)
 DE8258'IN GOLDEN VALLEY, IN RAILING AT NORTHEAST CORNER OF BRIDGE NUMBER
 DE8258'27075 OVER RAILROAD, 0.27 MILES WEST ALONG TRUNK HIGHWAY 55 FROM
 DE8258'JUNCTION OF TRUNK HIGHWAY 55 AND TRUNK HIGHWAY 100 IN GOLDEN VALLEY,
 DE8258'26.7 FEET NORTH OF WESTBOUND TRUNK HIGHWAY 55
 DE8258
 DE8258                          STATION RECOVERY (2005)
 DE8258
 DE8258'RECOVERY NOTE BY MN DEPT OF TRANSP 2005 (GWO)
 DE8258'NEW ADDITIONS - AT NORTHEAST CORNER OF BRIDGE NUMBER 27075 OVER
 DE8258'RAILROAD, 100 FT (30.5 M) SOUTHWEST OF ZANE AVENUE NORTH, 26.7 FT (8.1
 DE8258'M) NORTH OF WESTBOUND TRUNK HIGHWAY 55.
 DE8258
 DE8258                          STATION RECOVERY (2007)
 DE8258
 DE8258'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (JJB)
 DE8258'THE MARK IS LOCATED ABOUT 9.2 MI (14.8 KM) EAST-SOUTHEAST OF HAMEL,
 DE8258'6.6 MI (10.6 KM) NORTHEAST OF HOPKINS AND 4.5 MI (7.2 KM) WEST OF
 DE8258'MINNEAPOLIS.
 DE8258'
 DE8258'TO REACH TO THE MARK IN GOLDEN VALLEY, IN RAILING AT NORTHEAST CORNER
 DE8258'OF BRIDGE NUMBER 27075 OVER RAILROAD, 0.27 MI (0.4 KM) WEST ALONG
 DE8258'TRUNK HIGHWAY 55 FROM THE JUNCTION OF TRUNK HIGHWAY 55 AND TRUNK
 DE8258'HIGHWAY 100 IN GOLDEN VALLEY, 100 FT (30.5 M) SOUTHWEST OF ZANE AVENUE
 DE8258'NORTH, 26.7 FT (8.1 M) NORTH OF WESTBOUND TRUNK HIGHWAY 55.
 DE8258
 DE8258                          STATION RECOVERY (2008)
 DE8258
 DE8258'RECOVERY NOTE BY MN DEPT OF TRANSP 2008 (PJG)
 DE8258'THE MARK IS LOCATED ABOUT 9.2 MI (14.8 KM) EAST-SOUTHEAST OF HAMEL,
 DE8258'6.6 MI (10.6 KM) NORTHEAST OF HOPKINS AND 4.5 MI (7.2 KM) WEST OF
 DE8258'MINNEAPOLIS.
 DE8258'
 DE8258'TO REACH TO THE MARK IN GOLDEN VALLEY, IN RAILING AT NORTHEAST CORNER
 DE8258'OF BRIDGE NUMBER 27075 OVER RAILROAD, GO 0.27 MI (0.4 KM) WEST ALONG
 DE8258'TRUNK HIGHWAY 55 FROM THE JUNCTION OF TRUNK HIGHWAY 55 AND TRUNK
 DE8258'HIGHWAY 100 IN GOLDEN VALLEY, 100 FT (30.5 M) SOUTHWEST OF ZANE AVENUE
 DE8258'NORTH, 26.7 FT (8.1 M) NORTH OF WESTBOUND TRUNK HIGHWAY 55
 DE8258
 DE8258                          STATION RECOVERY (2009)
 DE8258
 DE8258'RECOVERY NOTE BY MN DEPT OF TRANSP 2009 (BJB)
 DE8258'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DE8259 ***********************************************************************
 DE8259  DESIGNATION -  2723 AF
 DE8259  PID         -  DE8259
 DE8259  STATE/COUNTY-  MN/HENNEPIN
 DE8259  COUNTRY     -  US
 DE8259  USGS QUAD   -  MINNEAPOLIS SOUTH (2019)
 DE8259
 DE8259                         *CURRENT SURVEY CONTROL
 DE8259  ______________________________________________________________________
 DE8259* NAD 83(1986) POSITION- 44 59 04.77   (N) 093 21 19.88   (W)   HD_HELD1
 DE8259* NAVD 88 ORTHO HEIGHT -   275.757 (meters)      904.71  (feet) ADJUSTED
 DE8259  ______________________________________________________________________
 DE8259  GEOID HEIGHT    -        -27.035 (meters)                     GEOID18
 DE8259  DYNAMIC HEIGHT  -        275.753 (meters)      904.70  (feet) COMP
 DE8259  MODELED GRAVITY -    980,590.9   (mgal)                       NAVD 88
 DE8259
 DE8259  VERT ORDER      -  SECOND    CLASS I
 DE8259
 DE8259.The horizontal coordinates were determined by differentially corrected
 DE8259.hand held GPS observations or other comparable positioning techniques
 DE8259.and have an estimated accuracy of +/- 3 meters.
 DE8259
 DE8259.The orthometric height was determined by differential leveling and
 DE8259.adjusted by the NATIONAL GEODETIC SURVEY
 DE8259.in August 2004.
 DE8259
 DE8259.No vertical observational check was made to the station.
 DE8259
 DE8259.Significant digits in the geoid height do not necessarily reflect accuracy.
 DE8259.GEOID18 height accuracy estimate available here.
 DE8259
 DE8259.Click photographs - Photos may exist for this station.
 DE8259
 DE8259.The dynamic height is computed by dividing the NAVD 88
 DE8259.geopotential number by the normal gravity value computed on the
 DE8259.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE8259.degrees latitude (g = 980.6199 gals.).
 DE8259
 DE8259.The modeled gravity was interpolated from observed gravity values.
 DE8259
 DE8259;                    North         East    Units  Estimated Accuracy
 DE8259;SPC MN S     -   320,722.3     850,825.9     MT  (+/- 3 meters HH1 GPS) 
 DE8259
 DE8259_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK7197181307(NAD 83)
 DE8259
 DE8259                          SUPERSEDED SURVEY CONTROL
 DE8259
 DE8259.No superseded survey control is available for this station.
 DE8259
 DE8259_MARKER: DD = SURVEY DISK
 DE8259_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DE8259_SP_SET: BRIDGE ABUTMENT
 DE8259_STAMPING: 2723 AF 1998
 DE8259_MARK LOGO: MNDT
 DE8259_MAGNETIC: N = NO MAGNETIC MATERIAL
 DE8259_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DE8259_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DE8259+SATELLITE: SATELLITE OBSERVATIONS - September 27, 2009
 DE8259
 DE8259  HISTORY     - Date     Condition        Report By
 DE8259  HISTORY     - 1998     MONUMENTED       MNDT
 DE8259  HISTORY     - 19980609 GOOD             MNDT
 DE8259  HISTORY     - 20070717 GOOD             MNDT
 DE8259  HISTORY     - 20080626 GOOD             MNDT
 DE8259  HISTORY     - 20090927 GOOD             MNDT
 DE8259
 DE8259                          STATION DESCRIPTION
 DE8259
 DE8259'DESCRIBED BY MN DEPT OF TRANSP 1998 (WAS)
 DE8259'IN GOLDEN VALLEY, IN RAILING AT NORTHEAST CORNER OF BRIDGE OVER RR
 DE8259'TRACKS, 0.27 MI (0.43 KM) WEST ALONG TH 55 FROM JCT OF TH 55 AND TH
 DE8259'100 IN GOLDEN VALLEY, 22.5 FT (6.9 M) NORTH OF EB TH 55.
 DE8259
 DE8259                          STATION RECOVERY (2007)
 DE8259
 DE8259'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (JJB)
 DE8259'THE MARK IS LOCATED ABOUT 9.2 MI (14.8 KM) EAST-SOUTHEAST OF HAMEL,
 DE8259'6.7 MI (10.8 KM) NORTHEAST OF HOPKINS AND 4.5 MI (7.2 KM) WEST OF
 DE8259'MINNEAPOLIS.
 DE8259'
 DE8259'TO REACH TO THE MARK IN GOLDEN VALLEY, IN RAILING AT NORTHEAST CORNER
 DE8259'OF BRIDGE NUMBER 27076 OVER RAILROAD, 0.27 MI (0.4 KM) WEST ALONG
 DE8259'TRUNK HIGHWAY 55 FROM THE JUNCTION OF TRUNK HIGHWAY 55 AND TRUNK
 DE8259'HIGHWAY 100 IN GOLDEN VALLEY, 22.5 FT (6.9 M) NORTH OF EASTBOUND TRUNK
 DE8259'HIGHWAY 55.
 DE8259
 DE8259                          STATION RECOVERY (2008)
 DE8259
 DE8259'RECOVERY NOTE BY MN DEPT OF TRANSP 2008 (PJG)
 DE8259'THE MARK IS LOCATED ABOUT 9.2 MI (14.8 KM) EAST-SOUTHEAST OF HAMEL,
 DE8259'6.7 MI (10.8 KM) NORTHEAST OF HOPKINS AND 4.5 MI (7.2 KM) WEST OF
 DE8259'MINNEAPOLIS.
 DE8259'
 DE8259'TO REACH TO THE MARK IN GOLDEN VALLEY, IN RAILING AT NORTHEAST CORNER
 DE8259'OF BRIDGE NUMBER 27076 OVER RAILROAD, GO 0.27 MI (0.4 KM) WEST ALONG
 DE8259'TRUNK HIGHWAY 55 FROM THE JUNCTION OF TRUNK HIGHWAY 55 AND TRUNK
 DE8259'HIGHWAY 100 IN GOLDEN VALLEY, 22.5 FT (6.9 M) NORTH OF EASTBOUND TRUNK
 DE8259'HIGHWAY 55.
 DE8259
 DE8259                          STATION RECOVERY (2009)
 DE8259
 DE8259'RECOVERY NOTE BY MN DEPT OF TRANSP 2009 (BJB)
 DE8259'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DE8260 ***********************************************************************
 DE8260  DESIGNATION -  2723 AG
 DE8260  PID         -  DE8260
 DE8260  STATE/COUNTY-  MN/HENNEPIN
 DE8260  COUNTRY     -  US
 DE8260  USGS QUAD   -  MINNEAPOLIS SOUTH (2019)
 DE8260
 DE8260                         *CURRENT SURVEY CONTROL
 DE8260  ______________________________________________________________________
 DE8260* NAD 83(1986) POSITION- 44 59 03.72   (N) 093 21 19.66   (W)   HD_HELD1
 DE8260* NAVD 88 ORTHO HEIGHT -   274.659 (meters)      901.11  (feet) ADJUSTED
 DE8260  ______________________________________________________________________
 DE8260  GEOID HEIGHT    -        -27.035 (meters)                     GEOID18
 DE8260  DYNAMIC HEIGHT  -        274.654 (meters)      901.09  (feet) COMP
 DE8260  MODELED GRAVITY -    980,590.8   (mgal)                       NAVD 88
 DE8260
 DE8260  VERT ORDER      -  SECOND    CLASS I
 DE8260
 DE8260.The horizontal coordinates were determined by differentially corrected
 DE8260.hand held GPS observations or other comparable positioning techniques
 DE8260.and have an estimated accuracy of +/- 3 meters.
 DE8260
 DE8260.The orthometric height was determined by differential leveling and
 DE8260.adjusted by the NATIONAL GEODETIC SURVEY
 DE8260.in August 2004.
 DE8260
 DE8260.No vertical observational check was made to the station.
 DE8260
 DE8260.Significant digits in the geoid height do not necessarily reflect accuracy.
 DE8260.GEOID18 height accuracy estimate available here.
 DE8260
 DE8260.Click photographs - Photos may exist for this station.
 DE8260
 DE8260.The dynamic height is computed by dividing the NAVD 88
 DE8260.geopotential number by the normal gravity value computed on the
 DE8260.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE8260.degrees latitude (g = 980.6199 gals.).
 DE8260
 DE8260.The modeled gravity was interpolated from observed gravity values.
 DE8260
 DE8260;                    North         East    Units  Estimated Accuracy
 DE8260;SPC MN S     -   320,689.9     850,831.0     MT  (+/- 3 meters HH1 GPS) 
 DE8260
 DE8260_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK7197681275(NAD 83)
 DE8260
 DE8260                          SUPERSEDED SURVEY CONTROL
 DE8260
 DE8260.No superseded survey control is available for this station.
 DE8260
 DE8260_MARKER: DV = VERTICAL CONTROL DISK
 DE8260_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DE8260_SP_SET: BRIDGE ABUTMENT
 DE8260_STAMPING: 2723 AG 1998
 DE8260_MARK LOGO: MNDT
 DE8260_MAGNETIC: N = NO MAGNETIC MATERIAL
 DE8260_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DE8260_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DE8260+SATELLITE: SATELLITE OBSERVATIONS - February 01, 2010
 DE8260
 DE8260  HISTORY     - Date     Condition        Report By
 DE8260  HISTORY     - 1998     MONUMENTED       MNDT
 DE8260  HISTORY     - 19980609 GOOD             MNDT
 DE8260  HISTORY     - 20070717 GOOD             MNDT
 DE8260  HISTORY     - 20080626 GOOD             MNDT
 DE8260  HISTORY     - 20100201 GOOD             MNDT
 DE8260
 DE8260                          STATION DESCRIPTION
 DE8260
 DE8260'DESCRIBED BY MN DEPT OF TRANSP 1998 (WAS)
 DE8260'IN GOLDEN VALLEY, IN ABUTMENT AT SOUTHEAST CORNER OF BRIDGE OVER RR,
 DE8260'0.27 MI (0.43 KM) WEST ALONG TH 55 FROM JCT OF TH 55 AND TH 100 IN
 DE8260'GOLDEN VALLEY, 23.7 FT (7.2 M) SOUTH OF FRONTAGE ROAD. MARK SET IN
 DE8260'STRUCTURE WHEN BUILT IN 1985, RECOVERED AND STAMPED 1998.
 DE8260
 DE8260                          STATION RECOVERY (2007)
 DE8260
 DE8260'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (JJB)
 DE8260'THE MARK IS LOCATED ABOUT 9.2 MI (14.8 KM) EAST-SOUTHEAST OF HAMEL,
 DE8260'6.7 MI (10.8 KM) NORTHEAST OF HOPKINS AND 4.5 MI (7.2 KM) WEST OF
 DE8260'MINNEAPOLIS.
 DE8260'
 DE8260'TO REACH TO THE MARK IN GOLDEN VALLEY, IN ABUTMENT AT SOUTHEAST CORNER
 DE8260'OF BRIDGE NUMBER 27661 OVER RAILROAD, 0.27 MI (0.4 KM) WEST ALONG
 DE8260'TRUNK HIGHWAY 55 FROM THE JUNCTION OF TRUNK HIGHWAY 55 AND TRUNK
 DE8260'HIGHWAY 100 IN GOLDEN VALLEY, 200 FT (61.0 M) WEST OF YOSEMITE AVENUE,
 DE8260'100 FT (30.5 M) SOUTH OF EAST BOUND TRUNK HIGHWAY 55, 23.7 FT (7.2 M)
 DE8260'SOUTH OF FRONTAGE ROAD.
 DE8260
 DE8260                          STATION RECOVERY (2008)
 DE8260
 DE8260'RECOVERY NOTE BY MN DEPT OF TRANSP 2008 (PJG)
 DE8260'THE MARK IS LOCATED ABOUT 9.2 MI (14.8 KM) EAST-SOUTHEAST OF HAMEL,
 DE8260'6.7 MI (10.8 KM) NORTHEAST OF HOPKINS AND 4.5 MI (7.2 KM) WEST OF
 DE8260'MINNEAPOLIS.
 DE8260'
 DE8260'TO REACH TO THE MARK IN GOLDEN VALLEY, IN ABUTMENT AT SOUTHEAST CORNER
 DE8260'OF BRIDGE NUMBER 27661 OVER RAILROAD, GO 0.27 MI (0.4 KM) WEST ALONG
 DE8260'TRUNK HIGHWAY 55 FROM THE JUNCTION OF TRUNK HIGHWAY 55 AND TRUNK
 DE8260'HIGHWAY 100 IN GOLDEN VALLEY, 200 FT (61.0 M) WEST OF YOSEMITE AVENUE,
 DE8260'100 FT (30.5 M) SOUTH OF EAST BOUND TRUNK HIGHWAY 55, 23.7 FT (7.2 M)
 DE8260'SOUTH OF FRONTAGE ROAD
 DE8260
 DE8260                          STATION RECOVERY (2010)
 DE8260
 DE8260'RECOVERY NOTE BY MN DEPT OF TRANSP 2010 (BJB)
 DE8260'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DE8261 ***********************************************************************
 DE8261  DESIGNATION -  2723 AH
 DE8261  PID         -  DE8261
 DE8261  STATE/COUNTY-  MN/HENNEPIN
 DE8261  COUNTRY     -  US
 DE8261  USGS QUAD   -  MINNEAPOLIS SOUTH (2019)
 DE8261
 DE8261                         *CURRENT SURVEY CONTROL
 DE8261  ______________________________________________________________________
 DE8261* NAD 83(1986) POSITION- 44 59 04.32   (N) 093 21 22.16   (W)   HD_HELD1
 DE8261* NAVD 88 ORTHO HEIGHT -   275.606 (meters)      904.22  (feet) ADJUSTED
 DE8261  ______________________________________________________________________
 DE8261  GEOID HEIGHT    -        -27.034 (meters)                     GEOID18
 DE8261  DYNAMIC HEIGHT  -        275.601 (meters)      904.20  (feet) COMP
 DE8261  MODELED GRAVITY -    980,590.9   (mgal)                       NAVD 88
 DE8261
 DE8261  VERT ORDER      -  SECOND    CLASS I
 DE8261
 DE8261.The horizontal coordinates were determined by differentially corrected
 DE8261.hand held GPS observations or other comparable positioning techniques
 DE8261.and have an estimated accuracy of +/- 3 meters.
 DE8261
 DE8261.The orthometric height was determined by differential leveling and
 DE8261.adjusted by the NATIONAL GEODETIC SURVEY
 DE8261.in August 2004.
 DE8261
 DE8261.No vertical observational check was made to the station.
 DE8261
 DE8261.Significant digits in the geoid height do not necessarily reflect accuracy.
 DE8261.GEOID18 height accuracy estimate available here.
 DE8261
 DE8261.Click photographs - Photos may exist for this station.
 DE8261
 DE8261.The dynamic height is computed by dividing the NAVD 88
 DE8261.geopotential number by the normal gravity value computed on the
 DE8261.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE8261.degrees latitude (g = 980.6199 gals.).
 DE8261
 DE8261.The modeled gravity was interpolated from observed gravity values.
 DE8261
 DE8261;                    North         East    Units  Estimated Accuracy
 DE8261;SPC MN S     -   320,708.0     850,776.1     MT  (+/- 3 meters HH1 GPS) 
 DE8261
 DE8261_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK7192181293(NAD 83)
 DE8261
 DE8261                          SUPERSEDED SURVEY CONTROL
 DE8261
 DE8261.No superseded survey control is available for this station.
 DE8261
 DE8261_MARKER: DD = SURVEY DISK
 DE8261_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DE8261_SP_SET: BRIDGE ABUTMENT
 DE8261_STAMPING: 2723 AH 1998
 DE8261_MARK LOGO: MNDT
 DE8261_MAGNETIC: N = NO MAGNETIC MATERIAL
 DE8261_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DE8261_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DE8261+SATELLITE: SATELLITE OBSERVATIONS - June 26, 2008
 DE8261
 DE8261  HISTORY     - Date     Condition        Report By
 DE8261  HISTORY     - 1998     MONUMENTED       MNDT
 DE8261  HISTORY     - 19980609 GOOD             MNDT
 DE8261  HISTORY     - 20070717 GOOD             MNDT
 DE8261  HISTORY     - 20080626 GOOD             MNDT
 DE8261
 DE8261                          STATION DESCRIPTION
 DE8261
 DE8261'DESCRIBED BY MN DEPT OF TRANSP 1998 (WAS)
 DE8261'IN GOLDEN VALLEY, IN RAILING AT SOUTHWEST CORNER OF BRIDGE OVER RR,
 DE8261'0.29 MIWEST ALONG TH 55 FROM JCT OF TH 55 AND TH 100 IN GOLDEN VALLEY,
 DE8261'24.9 FT (7.6 M) SOUTH OF EASTBOUND TH 55.
 DE8261
 DE8261                          STATION RECOVERY (2007)
 DE8261
 DE8261'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (JJB)
 DE8261'THE MARK IS LOCATED ABOUT 9.2 MI (14.8 KM) EAST-SOUTHEAST OF HAMEL,
 DE8261'6.6 MI (10.6 KM) NORTHEAST OF HOPKINS AND 4.5 MI (7.2 KM) WEST OF
 DE8261'MINNEAPOLIS.
 DE8261'
 DE8261'TO REACH TO THE MARK IN GOLDEN VALLEY, IN RAILING AT SOUTHWEST CORNER
 DE8261'OF BRIDGE NUMBER 27076 OVER RAILROAD, 0.29 MI (0.5 KM) WEST ALONG
 DE8261'TRUNK HIGHWAY 55 FROM THE JUNCTION OF TRUNK HIGHWAY 55 AND TRUNK
 DE8261'HIGHWAY 100 IN GOLDEN VALLEY, 24.9 FT (7.6 M) SOUTH OF EASTBOUND TRUNK
 DE8261'HIGHWAY 55.
 DE8261
 DE8261                          STATION RECOVERY (2008)
 DE8261
 DE8261'RECOVERY NOTE BY MN DEPT OF TRANSP 2008 (PJG)
 DE8261'THE MARK IS LOCATED ABOUT 9.2 MI (14.8 KM) EAST-SOUTHEAST OF HAMEL,
 DE8261'6.6 MI (10.6 KM) NORTHEAST OF HOPKINS AND 4.6 MI (7.4 KM) WEST OF
 DE8261'MINNEAPOLIS.
 DE8261'
 DE8261'TO REACH TO THE MARK IN GOLDEN VALLEY, IN RAILING AT SOUTHWEST CORNER
 DE8261'OF BRIDGE NUMBER 27076 OVER RAILROAD, GO 0.29 MI (0.5 KM) WEST ALONG
 DE8261'TRUNK HIGHWAY 55 FROM THE JUNCTION OF TRUNK HIGHWAY 55 AND TRUNK
 DE8261'HIGHWAY 100 IN GOLDEN VALLEY, 24.9 FT (7.6 M) SOUTH OF EASTBOUND TRUNK
 DE8261'HIGHWAY 55
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DE8262 ***********************************************************************
 DE8262  DESIGNATION -  2723 AJ
 DE8262  PID         -  DE8262
 DE8262  STATE/COUNTY-  MN/HENNEPIN
 DE8262  COUNTRY     -  US
 DE8262  USGS QUAD   -  MINNEAPOLIS SOUTH (2019)
 DE8262
 DE8262                         *CURRENT SURVEY CONTROL
 DE8262  ______________________________________________________________________
 DE8262* NAD 83(1986) POSITION- 44 59 05.40   (N) 093 21 20.13   (W)   HD_HELD1
 DE8262* NAVD 88 ORTHO HEIGHT -   275.820 (meters)      904.92  (feet) ADJUSTED
 DE8262  ______________________________________________________________________
 DE8262  GEOID HEIGHT    -        -27.035 (meters)                     GEOID18
 DE8262  DYNAMIC HEIGHT  -        275.815 (meters)      904.90  (feet) COMP
 DE8262  MODELED GRAVITY -    980,590.9   (mgal)                       NAVD 88
 DE8262
 DE8262  VERT ORDER      -  SECOND    CLASS I
 DE8262
 DE8262.The horizontal coordinates were determined by differentially corrected
 DE8262.hand held GPS observations or other comparable positioning techniques
 DE8262.and have an estimated accuracy of +/- 3 meters.
 DE8262
 DE8262.The orthometric height was determined by differential leveling and
 DE8262.adjusted by the NATIONAL GEODETIC SURVEY
 DE8262.in June 2011.
 DE8262
 DE8262.Significant digits in the geoid height do not necessarily reflect accuracy.
 DE8262.GEOID18 height accuracy estimate available here.
 DE8262
 DE8262.Click photographs - Photos may exist for this station.
 DE8262
 DE8262.The dynamic height is computed by dividing the NAVD 88
 DE8262.geopotential number by the normal gravity value computed on the
 DE8262.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE8262.degrees latitude (g = 980.6199 gals.).
 DE8262
 DE8262.The modeled gravity was interpolated from observed gravity values.
 DE8262
 DE8262;                    North         East    Units  Estimated Accuracy
 DE8262;SPC MN S     -   320,741.7     850,820.3     MT  (+/- 3 meters HH1 GPS) 
 DE8262
 DE8262_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK7196681327(NAD 83)
 DE8262
 DE8262                          SUPERSEDED SURVEY CONTROL
 DE8262
 DE8262  NAVD 88 (08/10/04)  275.822  (m)          904.93   (f) SUPERSEDED  2 1
 DE8262
 DE8262.Superseded values are not recommended for survey control.
 DE8262
 DE8262.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE8262.See file dsdata.pdf to determine how the superseded data were derived.
 DE8262
 DE8262_MARKER: DD = SURVEY DISK
 DE8262_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DE8262_SP_SET: BRIDGE ABUTMENT
 DE8262_STAMPING: 2723 AJ 1998
 DE8262_MARK LOGO: MNDT
 DE8262_MAGNETIC: N = NO MAGNETIC MATERIAL
 DE8262_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DE8262_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DE8262+SATELLITE: SATELLITE OBSERVATIONS - February 01, 2010
 DE8262
 DE8262  HISTORY     - Date     Condition        Report By
 DE8262  HISTORY     - 1998     MONUMENTED       MNDT
 DE8262  HISTORY     - 19980609 GOOD             MNDT
 DE8262  HISTORY     - 20070717 GOOD             MNDT
 DE8262  HISTORY     - 20080626 GOOD             MNDT
 DE8262  HISTORY     - 20100201 GOOD             MNDT
 DE8262
 DE8262                          STATION DESCRIPTION
 DE8262
 DE8262'DESCRIBED BY MN DEPT OF TRANSP 1998 (WAS)
 DE8262'IN GOLDEN VALLEY, IN RAILING AT SOUTHWEST CORNER OF BRIDGE OVER RR,
 DE8262'0.3 MI (0.5 KM) WEST ALONG TH 55 FROM JCT OF TH 55 AND TH 100 IN
 DE8262'GOLDEN VALLEY, 25.0 FT (7.6 M) SOUTH OF WESTBOUND TH 55. NOTE--MARK
 DE8262'WAS SET IN BRIDGE BUILT IN 1997 THEN STAMPED IN 1998.
 DE8262
 DE8262                          STATION RECOVERY (2007)
 DE8262
 DE8262'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (JJB)
 DE8262'THE MARK IS LOCATED ABOUT 9.2 MI (14.8 KM) EAST-SOUTHEAST OF HAMEL,
 DE8262'6.7 MI (10.8 KM) NORTHEAST OF HOPKINS AND 4.5 MI (7.2 KM) WEST OF
 DE8262'MINNEAPOLIS.
 DE8262'
 DE8262'TO REACH TO THE MARK IN GOLDEN VALLEY, IN RAILING AT SOUTHWEST CORNER
 DE8262'OF BRIDGE NUMBER 27075 OVER RAILROAD, 0.29 MI (0.5 KM) WEST ALONG
 DE8262'TRUNK HIGHWAY 55 FROM THE JUNCTION OF TRUNK HIGHWAY 55 AND TRUNK
 DE8262'HIGHWAY 100 IN GOLDEN VALLEY, 25.0 FT (7.6 M) SOUTH OF WESTBOUND TRUNK
 DE8262'HIGHWAY 55.
 DE8262
 DE8262                          STATION RECOVERY (2008)
 DE8262
 DE8262'RECOVERY NOTE BY MN DEPT OF TRANSP 2008 (PJG)
 DE8262'THE MARK IS LOCATED ABOUT 9.2 MI (14.8 KM) EAST-SOUTHEAST OF HAMEL,
 DE8262'6.7 MI (10.8 KM) NORTHEAST OF HOPKINS AND 4.5 MI (7.2 KM) WEST OF
 DE8262'MINNEAPOLIS.
 DE8262'
 DE8262'TO REACH TO THE MARK IN GOLDEN VALLEY, IN RAILING AT SOUTHWEST CORNER
 DE8262'OF BRIDGE NUMBER 27075 OVER RAILROAD, GO 0.29 MI (0.5 KM) WEST ALONG
 DE8262'TRUNK HIGHWAY 55 FROM THE JUNCTION OF TRUNK HIGHWAY 55 AND TRUNK
 DE8262'HIGHWAY 100 IN GOLDEN VALLEY, 25.0 FT (7.6 M) SOUTH OF WESTBOUND TRUNK
 DE8262'HIGHWAY 55
 DE8262
 DE8262                          STATION RECOVERY (2010)
 DE8262
 DE8262'RECOVERY NOTE BY MN DEPT OF TRANSP 2010 (BJB)
 DE8262'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DE8257 ***********************************************************************
 DE8257  DESIGNATION -  2723 AK
 DE8257  PID         -  DE8257
 DE8257  STATE/COUNTY-  MN/HENNEPIN
 DE8257  COUNTRY     -  US
 DE8257  USGS QUAD   -  MINNEAPOLIS SOUTH (2019)
 DE8257
 DE8257                         *CURRENT SURVEY CONTROL
 DE8257  ______________________________________________________________________
 DE8257* NAD 83(1986) POSITION- 44 59 05.69   (N) 093 21 20.14   (W)   HD_HELD1
 DE8257* NAVD 88 ORTHO HEIGHT -   276.532 (meters)      907.26  (feet) ADJUSTED
 DE8257  ______________________________________________________________________
 DE8257  GEOID HEIGHT    -        -27.035 (meters)                     GEOID18
 DE8257  DYNAMIC HEIGHT  -        276.527 (meters)      907.24  (feet) COMP
 DE8257  MODELED GRAVITY -    980,590.9   (mgal)                       NAVD 88
 DE8257
 DE8257  VERT ORDER      -  SECOND    CLASS I
 DE8257
 DE8257.The horizontal coordinates were determined by differentially corrected
 DE8257.hand held GPS observations or other comparable positioning techniques
 DE8257.and have an estimated accuracy of +/- 3 meters.
 DE8257
 DE8257.The orthometric height was determined by differential leveling and
 DE8257.adjusted by the NATIONAL GEODETIC SURVEY
 DE8257.in August 2004.
 DE8257
 DE8257.No vertical observational check was made to the station.
 DE8257
 DE8257.Significant digits in the geoid height do not necessarily reflect accuracy.
 DE8257.GEOID18 height accuracy estimate available here.
 DE8257
 DE8257.Click photographs - Photos may exist for this station.
 DE8257
 DE8257.The dynamic height is computed by dividing the NAVD 88
 DE8257.geopotential number by the normal gravity value computed on the
 DE8257.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE8257.degrees latitude (g = 980.6199 gals.).
 DE8257
 DE8257.The modeled gravity was interpolated from observed gravity values.
 DE8257
 DE8257;                    North         East    Units  Estimated Accuracy
 DE8257;SPC MN S     -   320,750.6     850,820.0     MT  (+/- 3 meters HH1 GPS) 
 DE8257
 DE8257_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK7196681336(NAD 83)
 DE8257
 DE8257                          SUPERSEDED SURVEY CONTROL
 DE8257
 DE8257.No superseded survey control is available for this station.
 DE8257
 DE8257_MARKER: DV = VERTICAL CONTROL DISK
 DE8257_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DE8257_SP_SET: BRIDGE ABUTMENT
 DE8257_STAMPING: 2723 AK 1998
 DE8257_MARK LOGO: MNDT
 DE8257_MAGNETIC: N = NO MAGNETIC MATERIAL
 DE8257_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DE8257_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DE8257+SATELLITE: SATELLITE OBSERVATIONS - February 01, 2010
 DE8257
 DE8257  HISTORY     - Date     Condition        Report By
 DE8257  HISTORY     - 1998     MONUMENTED       MNDT
 DE8257  HISTORY     - 19980609 GOOD             MNDT
 DE8257  HISTORY     - 20040924 GOOD             MNDT
 DE8257  HISTORY     - 20051122 GOOD             MNDT
 DE8257  HISTORY     - 20070717 GOOD             MNDT
 DE8257  HISTORY     - 20080626 GOOD             MNDT
 DE8257  HISTORY     - 20100201 GOOD             MNDT
 DE8257
 DE8257                          STATION DESCRIPTION
 DE8257
 DE8257'DESCRIBED BY MN DEPT OF TRANSP 1998 (WAS)
 DE8257'IN GOLDEN VALLEY, IN ABUTMENT AT SOUTHEAST CORNER OF BRIDGE OVER RR,
 DE8257'0.27 MI (0.43 KM) WEST ALONG TH 55 FROM JCT OF TH 55 AND TH 100 IN
 DE8257'GOLDEN VALLEY, 21.7 FT (6.6 M) SOUTH OF FRONTAGE RD. MARK SET IN
 DE8257'STRUCTURE WHEN BUILT IN 1985, RECOVERED AND STAMPED IN 1998.
 DE8257
 DE8257                          STATION RECOVERY (2004)
 DE8257
 DE8257'RECOVERY NOTE BY MN DEPT OF TRANSP 2004 (WAS)
 DE8257'IN GOLDEN VALLEY, IN ABUTMENT AT SOUTHEAST CORNER OF BRIDGE NUMBER
 DE8257'27226 OVER RAILROAD, 0.27 MILES WEST ALONG TRUNK HIGHWAY 55 FROM
 DE8257'JUNCTION OF TRUNK HIGHWAY 55 AND TRUNK HIGHWAY 100 IN GOLDEN VALLEY,
 DE8257'21.7 FEET SOUTH OF FRONTAGE ROAD
 DE8257
 DE8257                          STATION RECOVERY (2005)
 DE8257
 DE8257'RECOVERY NOTE BY MN DEPT OF TRANSP 2005 (GWO)
 DE8257'NEW ADDITIONS - AT SOUTHEAST CORNER OF BRIDGE NUMBER 27226 (FRONTAGE
 DE8257'ROAD) OVER RAILROAD, 100 FT (30.5 M) WEST OF OLSON MEMORIAL HIGHWAY
 DE8257'5900, ZANE AVENUE NORTH 600 SIGN POST.
 DE8257
 DE8257                          STATION RECOVERY (2007)
 DE8257
 DE8257'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (JJB)
 DE8257'THE MARK IS LOCATED ABOUT 9.2 MI (14.8 KM) EAST-SOUTHEAST OF HAMEL,
 DE8257'6.7 MI (10.8 KM) NORTHEAST OF HOPKINS AND 4.5 MI (7.2 KM) WEST OF
 DE8257'MINNEAPOLIS.
 DE8257'
 DE8257'TO REACH TO THE IN GOLDEN VALLEY, IN ABUTMENT AT SOUTHEAST CORNER OF
 DE8257'BRIDGE NUMBER 27226 (FRONTAGE ROAD) OVER RAILROAD, 0.27 MI (0.4 KM)
 DE8257'WEST ALONG TRUNK HIGHWAY 55 FROM THE JUNCTION OF TRUNK HIGHWAY 55 AND
 DE8257'TRUNK HIGHWAY 100 IN GOLDEN VALLEY, 100 FT (30.5 M) WEST OF OLSON
 DE8257'MEMORIAL HIGHWAY 5900, ZANE AVENUE NORTH 600 SIGN POST, 21.7 FT (6.6
 DE8257'M) SOUTH OF FRONTAGE ROAD (OLSON MEMORIAL HIGHWAY).
 DE8257
 DE8257                          STATION RECOVERY (2008)
 DE8257
 DE8257'RECOVERY NOTE BY MN DEPT OF TRANSP 2008 (PJG)
 DE8257'THE MARK IS LOCATED ABOUT 9.2 MI (14.8 KM) EAST-SOUTHEAST OF HAMEL,
 DE8257'6.7 MI (10.8 KM) NORTHEAST OF HOPKINS AND 4.5 MI (7.2 KM) WEST OF
 DE8257'MINNEAPOLIS.
 DE8257'
 DE8257'TO REACH TO THE MARK IN GOLDEN VALLEY, IN ABUTMENT AT SOUTHEAST CORNER
 DE8257'OF BRIDGE NUMBER 27226 (FRONTAGE ROAD) OVER RAILROAD, GO 0.27 MI (0.4
 DE8257'KM) WEST ALONG TRUNK HIGHWAY 55 FROM THE JUNCTION OF TRUNK HIGHWAY 55
 DE8257'AND TRUNK HIGHWAY 100 IN GOLDEN VALLEY, 100 FT (30.5 M) WEST OF OLSON
 DE8257'MEMORIAL HIGHWAY 5900, ZANE AVENUE NORTH 600 SIGN POST, 21.7 FT (6.6
 DE8257'M) SOUTH OF FRONTAGE ROAD (OLSON MEMORIAL HIGHWAY).
 DE8257
 DE8257                          STATION RECOVERY (2010)
 DE8257
 DE8257'RECOVERY NOTE BY MN DEPT OF TRANSP 2010 (BJB)
 DE8257'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 QO1160 ***********************************************************************
 QO1160  DESIGNATION -  2723 G
 QO1160  PID         -  QO1160
 QO1160  STATE/COUNTY-  MN/HENNEPIN
 QO1160  COUNTRY     -  US
 QO1160  USGS QUAD   -  OSSEO (2019)
 QO1160
 QO1160                         *CURRENT SURVEY CONTROL
 QO1160  ______________________________________________________________________
 QO1160* NAD 83(1986) POSITION- 45 00 15.67   (N) 093 26 45.50   (W)   HD_HELD1
 QO1160* NAVD 88 ORTHO HEIGHT -   284.687 (meters)      934.01  (feet) ADJUSTED
 QO1160  ______________________________________________________________________
 QO1160  GEOID HEIGHT    -        -27.017 (meters)                     GEOID18
 QO1160  DYNAMIC HEIGHT  -        284.682 (meters)      933.99  (feet) COMP
 QO1160  MODELED GRAVITY -    980,592.8   (mgal)                       NAVD 88
 QO1160
 QO1160  VERT ORDER      -  SECOND    CLASS I
 QO1160
 QO1160.The horizontal coordinates were determined by differentially corrected
 QO1160.hand held GPS observations or other comparable positioning techniques
 QO1160.and have an estimated accuracy of +/- 3 meters.
 QO1160
 QO1160.The orthometric height was determined by differential leveling and
 QO1160.adjusted by the NATIONAL GEODETIC SURVEY
 QO1160.in September 2013.
 QO1160
 QO1160.Significant digits in the geoid height do not necessarily reflect accuracy.
 QO1160.GEOID18 height accuracy estimate available here.
 QO1160
 QO1160.Click photographs - Photos may exist for this station.
 QO1160
 QO1160.The dynamic height is computed by dividing the NAVD 88
 QO1160.geopotential number by the normal gravity value computed on the
 QO1160.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QO1160.degrees latitude (g = 980.6199 gals.).
 QO1160
 QO1160.The modeled gravity was interpolated from observed gravity values.
 QO1160
 QO1160;                    North         East    Units  Estimated Accuracy
 QO1160;SPC MN S     -   322,858.5     843,678.0     MT  (+/- 3 meters HH1 GPS) 
 QO1160
 QO1160_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK6485383530(NAD 83)
 QO1160
 QO1160                          SUPERSEDED SURVEY CONTROL
 QO1160
 QO1160  NAVD 88 (06/15/91)  284.687  (m)          934.01   (f) SUPERSEDED  2 1
 QO1160
 QO1160.Superseded values are not recommended for survey control.
 QO1160
 QO1160.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QO1160.See file dsdata.pdf to determine how the superseded data were derived.
 QO1160
 QO1160_MARKER: DB = BENCH MARK DISK
 QO1160_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 QO1160_STAMPING: 2723 G 1978
 QO1160_MARK LOGO: MNHD
 QO1160_PROJECTION: FLUSH
 QO1160_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 QO1160_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QO1160_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 QO1160+SATELLITE: SATELLITE OBSERVATIONS - April 11, 2012
 QO1160
 QO1160  HISTORY     - Date     Condition        Report By
 QO1160  HISTORY     - 1978     MONUMENTED       MNDT
 QO1160  HISTORY     - 1979     GOOD             MNDT
 QO1160  HISTORY     - 20010331 GOOD             NGS
 QO1160  HISTORY     - 20051031 MARK NOT FOUND   USPSQD
 QO1160  HISTORY     - 20070919 GOOD             MNDT
 QO1160  HISTORY     - 20080528 GOOD             MNDT
 QO1160  HISTORY     - 20120411 GOOD             MNDT
 QO1160
 QO1160                          STATION DESCRIPTION
 QO1160
 QO1160'DESCRIBED BY MN DEPT OF TRANSP 1979
 QO1160'IN PLYMOUTH.
 QO1160'THE MARK IS 0.8 MILES SOUTH EAST MEASURED ALONG TRUNK HIGHWAY 55 FROM
 QO1160'THE JUNCTION OF TRUNK HIGHWAY 55 AND FAI 494. IT IS 169 FT. NORTHEAST
 QO1160'OF THE NORTHEAST CORNER OF A 1 STORY WAREHOUSE CHRYSLER MOTOR CORP.
 QO1160'69 FT. WEST OF THE CENTERLINE OF TRUNK HIGHWAY 55 EASTBOUND, STA
 QO1160'1440 AND 50, 6 FT. NORTHWEST OF A POWER POLE. IT IS 1 FT. NORTHEAST OF
 QO1160'A STEEL WITNESS POST AT TRUNK HIGHWAY 55 MILE MARKER 180.9.
 QO1160
 QO1160                          STATION RECOVERY (2001)
 QO1160
 QO1160'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 QO1160'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 QO1160
 QO1160                          STATION RECOVERY (2005)
 QO1160
 QO1160'RECOVERY NOTE BY US POWER SQUADRON 2005 (REA)
 QO1160'THERE IS NO WITNESS POST OR POWER POLE IN THE LOCATIONS INDICATED.
 QO1160
 QO1160                          STATION RECOVERY (2007)
 QO1160
 QO1160'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (WEF)
 QO1160'THE MARK IS LOCATED ABOUT 8.2 MI (13.2 KM) SOUTH-SOUTHWEST OF OSSEO,
 QO1160'5.5 MI (8.8 KM) NORTH OF HOPKINS AND 4.7 MI (7.6 KM) EAST-SOUTHEAST OF
 QO1160'HAMEL.
 QO1160'
 QO1160'TO REACH TO THE MARK IN PLYMOUTH, 0.8 MI (1.3 KM) SOUTHEAST OF THE
 QO1160'JUNCTION OF TRUNK HIGHWAY 55 AND INTERSTATE HIGHWAY 494, AT TRUNK
 QO1160'HIGHWAY 55 MILE POINT 181.2, 69 FT (21.0 M) WEST OF EASTBOUND TRUNK
 QO1160'HIGHWAY 55, 169 FT (51.5 M) NORTHEAST OF THE NORTHEAST CORNER OF
 QO1160'WAREHOUSE, 6 FT (1.8 M) NORTHWEST OF POWER POLE NUMBER 5 PKL 66, 6.5
 QO1160'FT (2.0 M) SOUTHEAST OF A WITNESS POST AND UNDERGROUND CABLE BOX.
 QO1160
 QO1160                          STATION RECOVERY (2008)
 QO1160
 QO1160'RECOVERY NOTE BY MN DEPT OF TRANSP 2008 (PJG)
 QO1160'THE MARK IS IN PLYMOUTH.
 QO1160'
 QO1160'TO REACH THE MARK GO 0.8 MI (1.3 KM) SOUTHEAST OF THE JUNCTION OF
 QO1160'TRUNK HIGHWAY 55 AND INTERSTATE HIGHWAY 494, AT TRUNK HIGHWAY 55 MILE
 QO1160'POINT 181.2.
 QO1160'
 QO1160'IT IS 69 FT (21.0 M) WEST OF EASTBOUND TRUNK HIGHWAY 55, 169 FT (51.5
 QO1160'M) NORTHEAST OF THE NORTHEAST CORNER OF WAREHOUSE, 6 FT (1.8 M)
 QO1160'NORTHWEST OF POWER POLE NUMBER 5 PKL 66, 6.5 FT (2.0 M) SOUTHEAST OF A
 QO1160'WITNESS POST AND UNDERGROUND CABLE BOX.
 QO1160
 QO1160                          STATION RECOVERY (2012)
 QO1160
 QO1160'RECOVERY NOTE BY MN DEPT OF TRANSP 2012 (JBG)
 QO1160'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DJ2297 ***********************************************************************
 DJ2297  DESIGNATION -  2723 M RESET
 DJ2297  PID         -  DJ2297
 DJ2297  STATE/COUNTY-  MN/HENNEPIN
 DJ2297  COUNTRY     -  US
 DJ2297  USGS QUAD   -  HOPKINS (2019)
 DJ2297
 DJ2297                         *CURRENT SURVEY CONTROL
 DJ2297  ______________________________________________________________________
 DJ2297* NAD 83(1986) POSITION- 44 58 59.09   (N) 093 24 12.36   (W)   HD_HELD1
 DJ2297* NAVD 88 ORTHO HEIGHT -   272.041 (meters)      892.52  (feet) ADJUSTED
 DJ2297  ______________________________________________________________________
 DJ2297  GEOID HEIGHT    -        -26.982 (meters)                     GEOID18
 DJ2297  DYNAMIC HEIGHT  -        272.038 (meters)      892.51  (feet) COMP
 DJ2297  MODELED GRAVITY -    980,594.8   (mgal)                       NAVD 88
 DJ2297
 DJ2297  VERT ORDER      -  SECOND    CLASS I
 DJ2297
 DJ2297.The horizontal coordinates were determined by differentially corrected
 DJ2297.hand held GPS observations or other comparable positioning techniques
 DJ2297.and have an estimated accuracy of +/- 3 meters.
 DJ2297
 DJ2297.The orthometric height was determined by differential leveling and
 DJ2297.adjusted by the NATIONAL GEODETIC SURVEY
 DJ2297.in September 2013.
 DJ2297
 DJ2297.Significant digits in the geoid height do not necessarily reflect accuracy.
 DJ2297.GEOID18 height accuracy estimate available here.
 DJ2297
 DJ2297.Click photographs - Photos may exist for this station.
 DJ2297
 DJ2297.The dynamic height is computed by dividing the NAVD 88
 DJ2297.geopotential number by the normal gravity value computed on the
 DJ2297.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ2297.degrees latitude (g = 980.6199 gals.).
 DJ2297
 DJ2297.The modeled gravity was interpolated from observed gravity values.
 DJ2297
 DJ2297;                    North         East    Units  Estimated Accuracy
 DJ2297;SPC MN S     -   320,518.3     847,048.8     MT  (+/- 3 meters HH1 GPS) 
 DJ2297
 DJ2297_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK6819381150(NAD 83)
 DJ2297
 DJ2297                          SUPERSEDED SURVEY CONTROL
 DJ2297
 DJ2297  NAVD 88 (05/05/10)  272.043  (m)          892.53   (f) SUPERSEDED  2 1
 DJ2297
 DJ2297.Superseded values are not recommended for survey control.
 DJ2297
 DJ2297.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ2297.See file dsdata.pdf to determine how the superseded data were derived.
 DJ2297
 DJ2297_MARKER: DB = BENCH MARK DISK
 DJ2297_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DJ2297_SP_SET: ABUTMENT
 DJ2297_STAMPING: 2723 M 1978 RESET
 DJ2297_MARK LOGO: MNHD
 DJ2297_MAGNETIC: N = NO MAGNETIC MATERIAL
 DJ2297_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DJ2297_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DJ2297+SATELLITE: SATELLITE OBSERVATIONS - November 15, 2011
 DJ2297
 DJ2297  HISTORY     - Date     Condition        Report By
 DJ2297  HISTORY     - 19780401 MONUMENTED       MNDT
 DJ2297  HISTORY     - 1988     GOOD             MNDT
 DJ2297  HISTORY     - 19940607 GOOD             MNDT
 DJ2297  HISTORY     - 20090927 GOOD             MNDT
 DJ2297  HISTORY     - 20111115 GOOD             MNDT
 DJ2297
 DJ2297                          STATION DESCRIPTION
 DJ2297
 DJ2297'DESCRIBED BY MN DEPT OF TRANSP 1988 (EGS)
 DJ2297'THE MARK IS LOCATED IN THE CITY OF PLYMOUTH, 0.2 MILE WEST ALONG TRUNK
 DJ2297'HIGHWAY 55 FROM ITS JUNCTION WITH COUNTY ROAD 18 AND IN THE SE 1/4 OF
 DJ2297'SECTION 36, T118N, R22W.  THE MARK, A STANDARD MNDT BENCH MARK DISK
 DJ2297'STAMPED---2723 M 1978 RESET---, IS SET IN ABUTMENT, IN THE NORTHEAST
 DJ2297'CORNER OF BRIDGE NUMBER 6745 (SOUTHWEST RAMP OF THE INTERSECTION OF
 DJ2297'HIGHWAY 55 AND COUNTY ROAD 18 OVER BASSETT CREEK) AND IS AT HIGHWAY 55
 DJ2297'MILEPOINT 183.8.  NOTE--ORIGINAL 2723 M WAS USED IN 1979. RESET WAS
 DJ2297'DONE AFTERWARDS BUT ACTUAL DATE IS UNKNOWN.
 DJ2297
 DJ2297                          STATION RECOVERY (1994)
 DJ2297
 DJ2297'RECOVERY NOTE BY MN DEPT OF TRANSP 1994 (WAS)
 DJ2297'MARK RECOVERED AS FORMERLY DESCRIBED.
 DJ2297
 DJ2297                          STATION RECOVERY (2009)
 DJ2297
 DJ2297'RECOVERY NOTE BY MN DEPT OF TRANSP 2009 (BJB)
 DJ2297'RECOVERED AS DESCRIBED.
 DJ2297
 DJ2297                          STATION RECOVERY (2011)
 DJ2297
 DJ2297'RECOVERY NOTE BY MN DEPT OF TRANSP 2011 (AKJ)
 DJ2297'THE MARK IS LOCATED ABOUT 11.6 KM (7.2 MI) SOUTHEAST OF HAMEL, 11.0 KM
 DJ2297'(6.8 MI) WEST OF MINNEAPOLIS AND 8.0 KM (5.0 MI) NORTHEAST OF HOPKINS.
 DJ2297'IN PLYMOUTH, 0.2 MI (0.3 KM) WEST OF THE JUNCTION OF TRUNK HIGHWAY 55
 DJ2297'AND TRUNK HIGHWAY 169, AT TRUNK HIGHWAY 55 MILE POINT 183.8, IN
 DJ2297'NORTHEAST CORNER OF SOUTHWEST RAMP FROM TRUNK HIGHWAY 55 TO TRUNK
 DJ2297'HIGHWAY 169 BRIDGE NUMBER 6745 OVER BASSETT CREEK.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 PP2039 ***********************************************************************
 PP2039  DESIGNATION -  2723 N 1
 PP2039  PID         -  PP2039
 PP2039  STATE/COUNTY-  MN/HENNEPIN
 PP2039  COUNTRY     -  US
 PP2039  USGS QUAD   -  HOPKINS (2019)
 PP2039
 PP2039                         *CURRENT SURVEY CONTROL
 PP2039  ______________________________________________________________________
 PP2039* NAD 83(1986) POSITION- 44 58 59.57   (N) 093 24 12.53   (W)   HD_HELD1
 PP2039* NAVD 88 ORTHO HEIGHT -   272.604 (meters)      894.37  (feet) ADJUSTED
 PP2039  ______________________________________________________________________
 PP2039  GEOID HEIGHT    -        -26.983 (meters)                     GEOID18
 PP2039  DYNAMIC HEIGHT  -        272.600 (meters)      894.36  (feet) COMP
 PP2039  MODELED GRAVITY -    980,594.9   (mgal)                       NAVD 88
 PP2039
 PP2039  VERT ORDER      -  SECOND    CLASS I
 PP2039
 PP2039.The horizontal coordinates were determined by differentially corrected
 PP2039.hand held GPS observations or other comparable positioning techniques
 PP2039.and have an estimated accuracy of +/- 3 meters.
 PP2039
 PP2039.The orthometric height was determined by differential leveling and
 PP2039.adjusted by the NATIONAL GEODETIC SURVEY
 PP2039.in June 1991.
 PP2039
 PP2039.Significant digits in the geoid height do not necessarily reflect accuracy.
 PP2039.GEOID18 height accuracy estimate available here.
 PP2039
 PP2039.Click photographs - Photos may exist for this station.
 PP2039
 PP2039.The dynamic height is computed by dividing the NAVD 88
 PP2039.geopotential number by the normal gravity value computed on the
 PP2039.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP2039.degrees latitude (g = 980.6199 gals.).
 PP2039
 PP2039.The modeled gravity was interpolated from observed gravity values.
 PP2039
 PP2039;                    North         East    Units  Estimated Accuracy
 PP2039;SPC MN S     -   320,533.0     847,045.0     MT  (+/- 3 meters HH1 GPS) 
 PP2039
 PP2039_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK6819081164(NAD 83)
 PP2039
 PP2039                          SUPERSEDED SURVEY CONTROL
 PP2039
 PP2039.No superseded survey control is available for this station.
 PP2039
 PP2039_MARKER: DB = BENCH MARK DISK
 PP2039_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 PP2039_SP_SET: ABUTMENT
 PP2039_STAMPING: 2723 N 1 1978
 PP2039_MARK LOGO: MNHD
 PP2039_MAGNETIC: N = NO MAGNETIC MATERIAL
 PP2039_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PP2039_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PP2039+SATELLITE: SATELLITE OBSERVATIONS - November 15, 2011
 PP2039
 PP2039  HISTORY     - Date     Condition        Report By
 PP2039  HISTORY     - 1978     MONUMENTED       MNDT
 PP2039  HISTORY     - 1979     GOOD             MNDT
 PP2039  HISTORY     - 1988     GOOD             MNDT
 PP2039  HISTORY     - 19940607 GOOD             MNDT
 PP2039  HISTORY     - 20070802 GOOD             MNDT
 PP2039  HISTORY     - 20090927 GOOD             MNDT
 PP2039  HISTORY     - 20111115 GOOD             MNDT
 PP2039
 PP2039                          STATION DESCRIPTION
 PP2039
 PP2039'DESCRIBED BY MN DEPT OF TRANSP 1979
 PP2039'IN PLYMOUTH.
 PP2039'THE MARK IS 0.2 MILES WEST MEASURED ALONG TRUNK HIGHWAY 55 FROM
 PP2039'JUNCTION TRUNK HIGHWAY 55 AND CSAH 18. IT IS IN THE SOUTHEAST CORNER
 PP2039'OF BRIDGE NO. 27036 EASTBOUND TRUNK HIGHWAY 55 OVER BASSETTS CREEK.
 PP2039'AT TRUNK HIGHWAY 55 MILE MARKER 183.9.
 PP2039
 PP2039                          STATION RECOVERY (1988)
 PP2039
 PP2039'RECOVERY NOTE BY MN DEPT OF TRANSP 1988 (EGS)
 PP2039'THE MARK AS DESCRIBED BY MNDT IN 1979 WAS FOUND IN GOOD CONDITION. THE
 PP2039'MARK IS LOCATED IN THE CITY OF PLYMOUTH, 0.2 MILE WEST ALONG TRUNK
 PP2039'HIGHWAY 55 FROM THE JUNCTION OF COUNTY ROAD 18 AND IN THE SE 1/4 OF
 PP2039'SECTION 36, T118N, R22W.  THE MARK, A STANDARD MNDT BENCH MARK DISK
 PP2039'STAMPED---2723 N 1 1978---, IS SET ABUTMENT IN THE SOUTHEAST CORNER OF
 PP2039'BRIDGE NUMBER 27036 (EASTBOUND HIGHWAY 55 OVER BASSETT CREEK) AND IS
 PP2039'AT HIGHWAY 55 MILEPOINT 183.9.
 PP2039
 PP2039                          STATION RECOVERY (1994)
 PP2039
 PP2039'RECOVERY NOTE BY MN DEPT OF TRANSP 1994 (WAS)
 PP2039'MARK RECOVERED AS FORMERLY DESCRIBED.
 PP2039
 PP2039                          STATION RECOVERY (2007)
 PP2039
 PP2039'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (JJB)
 PP2039'THE MARK IS LOCATED ABOUT 7.2 MI (11.6 KM) SOUTHEAST OF HAMEL, 6.9 MI
 PP2039'(11.1 KM) WEST OF MINNEAPOLIS AND 4.9 MI (7.9 KM) NORTHEAST OF
 PP2039'HOPKINS.
 PP2039'
 PP2039'TO REACH TO THE MARK IN PLYMOUTH, 0.2 MI (0.3 KM) WEST OF THE JUNCTION
 PP2039'OF TRUNK HIGHWAY 55 AND TRUNK HIGHWAY 169, IN SOUTHEAST CORNER OF
 PP2039'EASTBOUND TRUNK HIGHWAY 55 BRIDGE OVER BASSETT CREEK, AT TRUNK HIGHWAY
 PP2039'55 MILE POINT 183.9.
 PP2039
 PP2039                          STATION RECOVERY (2009)
 PP2039
 PP2039'RECOVERY NOTE BY MN DEPT OF TRANSP 2009 (BJB)
 PP2039'RECOVERED AS DESCRIBED.
 PP2039
 PP2039                          STATION RECOVERY (2011)
 PP2039
 PP2039'RECOVERY NOTE BY MN DEPT OF TRANSP 2011 (AKJ)
 PP2039'RECOVERED AS DESCRIBED.
 PP2039'
 PP2039'NOTE-AREA PHOTOGRAPH SHOWS FRACTURING IN THE CONCRETE ABUTMENT NEAR
 PP2039'THE BENCH MARK.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 PP2040 ***********************************************************************
 PP2040  DESIGNATION -  2723 N 2
 PP2040  PID         -  PP2040
 PP2040  STATE/COUNTY-  MN/HENNEPIN
 PP2040  COUNTRY     -  US
 PP2040  USGS QUAD   -  HOPKINS (2019)
 PP2040
 PP2040                         *CURRENT SURVEY CONTROL
 PP2040  ______________________________________________________________________
 PP2040* NAD 83(1986) POSITION- 44 59 00.85   (N) 093 24 12.97   (W)   HD_HELD1
 PP2040* NAVD 88 ORTHO HEIGHT -   272.715 (meters)      894.73  (feet) ADJUSTED
 PP2040  ______________________________________________________________________
 PP2040  GEOID HEIGHT    -        -26.983 (meters)                     GEOID18
 PP2040  DYNAMIC HEIGHT  -        272.711 (meters)      894.72  (feet) COMP
 PP2040  MODELED GRAVITY -    980,595.0   (mgal)                       NAVD 88
 PP2040
 PP2040  VERT ORDER      -  SECOND    CLASS I
 PP2040
 PP2040.The horizontal coordinates were determined by differentially corrected
 PP2040.hand held GPS observations or other comparable positioning techniques
 PP2040.and have an estimated accuracy of +/- 3 meters.
 PP2040
 PP2040.The orthometric height was determined by differential leveling and
 PP2040.adjusted by the NATIONAL GEODETIC SURVEY
 PP2040.in May 2010.
 PP2040
 PP2040.Significant digits in the geoid height do not necessarily reflect accuracy.
 PP2040.GEOID18 height accuracy estimate available here.
 PP2040
 PP2040.Click photographs - Photos may exist for this station.
 PP2040
 PP2040.The dynamic height is computed by dividing the NAVD 88
 PP2040.geopotential number by the normal gravity value computed on the
 PP2040.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP2040.degrees latitude (g = 980.6199 gals.).
 PP2040
 PP2040.The modeled gravity was interpolated from observed gravity values.
 PP2040
 PP2040;                    North         East    Units  Estimated Accuracy
 PP2040;SPC MN S     -   320,572.5     847,035.1     MT  (+/- 3 meters HH1 GPS) 
 PP2040
 PP2040_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK6818081204(NAD 83)
 PP2040
 PP2040                          SUPERSEDED SURVEY CONTROL
 PP2040
 PP2040  NAVD 88 (06/15/91)  272.709  (m)          894.71   (f) SUPERSEDED  2 1
 PP2040
 PP2040.Superseded values are not recommended for survey control.
 PP2040
 PP2040.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PP2040.See file dsdata.pdf to determine how the superseded data were derived.
 PP2040
 PP2040_MARKER: DV = VERTICAL CONTROL DISK
 PP2040_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 PP2040_SP_SET: ABUTMENT
 PP2040_STAMPING: 2723-N2 1979
 PP2040_MARK LOGO: MNHD
 PP2040_MAGNETIC: N = NO MAGNETIC MATERIAL
 PP2040_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PP2040_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PP2040+SATELLITE: SATELLITE OBSERVATIONS - November 15, 2011
 PP2040
 PP2040  HISTORY     - Date     Condition        Report By
 PP2040  HISTORY     - 19780601 MONUMENTED       MNHD
 PP2040  HISTORY     - 1979     GOOD             MNDT
 PP2040  HISTORY     - 1988     GOOD             MNDT
 PP2040  HISTORY     - 19940607 POOR             MNDT
 PP2040  HISTORY     - 20070802 GOOD             MNDT
 PP2040  HISTORY     - 20090927 GOOD             MNDT
 PP2040  HISTORY     - 20111115 GOOD             MNDT
 PP2040
 PP2040                          STATION DESCRIPTION
 PP2040
 PP2040'DESCRIBED BY MN DEPT OF TRANSP 1979
 PP2040'IN PLYMOUTH.
 PP2040'THE MARK IS 0.2 MILES WEST MEASURED ALONG TRUNK HIGHWAY 55 FROM
 PP2040'JUNCTION TRUNK HIGHWAY 55 AND CSAH 18. IT IS IN THE NORTHEAST CORNER
 PP2040'OF BRIDGE NO. 27035 TRUNK HIGHWAY 55 WESTBOUND OVER BASSETTS CREEK.
 PP2040'IT IS AT TRUNK HIGHWAY 55 MILE MARKER 183.9.
 PP2040
 PP2040                          STATION RECOVERY (1988)
 PP2040
 PP2040'RECOVERY NOTE BY MN DEPT OF TRANSP 1988 (EGS)
 PP2040'THE MARK AS DESCRIBED BY MNDT IN 1979 WAS FOUND IN GOOD CONDITION. THE
 PP2040'MARK IS LOCATED IN THE CITY OF PLYMOUTH, 0.2 MILE WEST ALONG TRUNK
 PP2040'HIGHWAY 55 FROM THE JUNCTION OF COUNTY ROAD 18 AND IN THE SE 1/4 OF
 PP2040'SECTION 36, T118N, R22W.  THE MARK, A STANDARD MNDT BENCH MARK DISK
 PP2040'STAMPED---2723 N 2 1978---, IS SET IN ABUTMENT IN THE NORTHEAST CORNER
 PP2040'OF BRIDGE NUMBER 27035 (EASTBOUND HIGHWAY 55 OVER BASSETT CREEK) AND
 PP2040'IS AT HIGHWAY 55 MILEPOINT 183.9.
 PP2040
 PP2040                          STATION RECOVERY (1994)
 PP2040
 PP2040'RECOVERY NOTE BY MN DEPT OF TRANSP 1994 (WAS)
 PP2040'THE MARK WAS RECOVERED IN POOR CONDITION.  THE DISK IS LOOSE AND
 PP2040'SHOULD BE USED WITH CAUTION.
 PP2040'
 PP2040'THE MARK IS LOCATED ABOUT 7.2 MI (11.5 KM) EAST-SOUTHEAST OF HAMEL,
 PP2040'6.9 MI (11.0 KM) WEST OF MINNEAPOLIS AND 5.0 MI (8.0 KM) NORTHEAST OF
 PP2040'HOPKINS IN THE TOWN OF PLYMOUTH IN THE SOUTHEAST 1/4 OF SECTION 36,
 PP2040'T118N, R22W.
 PP2040'
 PP2040'TO REACH THE MARK FROM THE JUNCTION OF TRUNK HIGHWAY 55 AND TRUNK
 PP2040'HIGHWAY 169, GO WEST ALONG TRUNK HIGHWAY 55 FOR 0.2 MI (0.3 KM) TO TH
 PP2040'55 MILEPOST 183.9 AND THE MARK ON THE RIGHT.  THE MARK IS SET IN THE
 PP2040'ABUTMENT OF THE NORTHEAST CORNER OF WEST BOUND TH 55 BRIDGE NUMBER
 PP2040'6745 OVER BASSETT CREEK.
 PP2040
 PP2040                          STATION RECOVERY (2007)
 PP2040
 PP2040'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (JJB)
 PP2040'THE MARK IS LOCATED ABOUT 7.2 MI (11.6 KM) EAST-SOUTHEAST OF HAMEL,
 PP2040'6.9 MI (11.1 KM) WEST OF MINNEAPOLIS AND 5.0 MI (8.0 KM) NORTHEAST OF
 PP2040'HOPKINS.
 PP2040'
 PP2040'TO REACH TO THE MARK IN PLYMOUTH, 0.2 MI (0.3 KM) WEST OF THE JUNCTION
 PP2040'OF TRUNK HIGHWAY 55 AND TRUNK HIGHWAY 169, IN NORTHEAST CORNER OF
 PP2040'WESTBOUND TRUNK HIGHWAY 55 BRIDGE OVER BASSETT CREEK, AT TRUNK HIGHWAY
 PP2040'55 MILE POINT 183.9.
 PP2040
 PP2040                          STATION RECOVERY (2009)
 PP2040
 PP2040'RECOVERY NOTE BY MN DEPT OF TRANSP 2009 (BJB)
 PP2040'RECOVERED AS DESCRIBED.
 PP2040
 PP2040                          STATION RECOVERY (2011)
 PP2040
 PP2040'RECOVERY NOTE BY MN DEPT OF TRANSP 2011 (AKJ)
 PP2040'RECOVERED AS DESCRIBED.
 PP2040'
 PP2040'NOTE-THE BENCH MARK WAS SET IN THE BRIDGE IN 1978 BUT STAMPED IN 1979
 PP2040'WHEN FIRST SURVEYED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 PP2041 ***********************************************************************
 PP2041  DESIGNATION -  2723 P
 PP2041  PID         -  PP2041
 PP2041  STATE/COUNTY-  MN/HENNEPIN
 PP2041  COUNTRY     -  US
 PP2041  USGS QUAD   -  HOPKINS (2019)
 PP2041
 PP2041                         *CURRENT SURVEY CONTROL
 PP2041  ______________________________________________________________________
 PP2041* NAD 83(1986) POSITION- 44 58 58.42   (N) 093 24 01.76   (W)   HD_HELD1
 PP2041* NAVD 88 ORTHO HEIGHT -   279.373 (meters)      916.58  (feet) ADJUSTED
 PP2041  ______________________________________________________________________
 PP2041  GEOID HEIGHT    -        -26.985 (meters)                     GEOID18
 PP2041  DYNAMIC HEIGHT  -        279.370 (meters)      916.57  (feet) COMP
 PP2041  MODELED GRAVITY -    980,594.5   (mgal)                       NAVD 88
 PP2041
 PP2041  VERT ORDER      -  SECOND    CLASS I
 PP2041
 PP2041.The horizontal coordinates were determined by differentially corrected
 PP2041.hand held GPS observations or other comparable positioning techniques
 PP2041.and have an estimated accuracy of +/- 3 meters.
 PP2041
 PP2041.The orthometric height was determined by differential leveling and
 PP2041.adjusted by the NATIONAL GEODETIC SURVEY
 PP2041.in September 2013.
 PP2041
 PP2041.Significant digits in the geoid height do not necessarily reflect accuracy.
 PP2041.GEOID18 height accuracy estimate available here.
 PP2041
 PP2041.Click photographs - Photos may exist for this station.
 PP2041
 PP2041.The dynamic height is computed by dividing the NAVD 88
 PP2041.geopotential number by the normal gravity value computed on the
 PP2041.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP2041.degrees latitude (g = 980.6199 gals.).
 PP2041
 PP2041.The modeled gravity was interpolated from observed gravity values.
 PP2041
 PP2041;                    North         East    Units  Estimated Accuracy
 PP2041;SPC MN S     -   320,499.3     847,281.2     MT  (+/- 3 meters HH1 GPS) 
 PP2041
 PP2041_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK6842581128(NAD 83)
 PP2041
 PP2041                          SUPERSEDED SURVEY CONTROL
 PP2041
 PP2041  NAVD 88 (06/15/91)  279.378  (m)          916.59   (f) SUPERSEDED  2 1
 PP2041
 PP2041.Superseded values are not recommended for survey control.
 PP2041
 PP2041.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PP2041.See file dsdata.pdf to determine how the superseded data were derived.
 PP2041
 PP2041_MARKER: DB = BENCH MARK DISK
 PP2041_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 PP2041_SP_SET: BRIDGE ABUTMENT
 PP2041_STAMPING: 2723 P 1978
 PP2041_MARK LOGO: MNHD
 PP2041_MAGNETIC: N = NO MAGNETIC MATERIAL
 PP2041_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PP2041_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 PP2041+SATELLITE: SATELLITE OBSERVATIONS - December 27, 2011
 PP2041
 PP2041  HISTORY     - Date     Condition        Report By
 PP2041  HISTORY     - 19780401 MONUMENTED       MNHD
 PP2041  HISTORY     - 1979     GOOD             MNDT
 PP2041  HISTORY     - 1988     GOOD             MNDT
 PP2041  HISTORY     - 19940901 GOOD             MNDT
 PP2041  HISTORY     - 20070802 GOOD             MNDT
 PP2041  HISTORY     - 20111227 GOOD             MNDT
 PP2041
 PP2041                          STATION DESCRIPTION
 PP2041
 PP2041'DESCRIBED BY MN DEPT OF TRANSP 1979
 PP2041'IN GOLDEN VALLEY.
 PP2041'THE MARK IS AT THE JUNCTION OF TRUNK HIGHWAY 55 AND CSAH 18. IT IS A
 PP2041'STANDARD DISK IN THE SOUTHEAST CORNER OF BRIDGE NO. 27014, CSAH 18
 PP2041'OVER TRUNK HIGHWAY 55 AT TRUNK HIGHWAY 55 MILE MARKER 184.1.
 PP2041
 PP2041                          STATION RECOVERY (1988)
 PP2041
 PP2041'RECOVERY NOTE BY MN DEPT OF TRANSP 1988 (EGS)
 PP2041'THE MARK AS DESCRIBED BY MNDT IN 1979 WAS FOUND IN GOOD CONDITION.
 PP2041'THE MARK IS LOCATED IN THE CITY OF GOLDEN VALLEY AT THE JUNCTION OF
 PP2041'TRUNK HIGHWAY 55 AND COUNTY ROAD 18 AND IN THE SW 1/4 OF SECTION 31,
 PP2041'T118N, R21W.  THE MARK, A STANDARD MNDT BENCH MARK DISK STAMPED---2723
 PP2041'P 1978---, IS SET IN THE SOUTHEAST CORNER OF BRIDGE NUMBER 27014
 PP2041'(COUNTY ROAD 18 OVER TRUNK HIGHWAY 55) AND IS AT HIGHWAY 55 MILEPOINT
 PP2041'184.1.
 PP2041
 PP2041                          STATION RECOVERY (1994)
 PP2041
 PP2041'RECOVERY NOTE BY MN DEPT OF TRANSP 1994 (WAS)
 PP2041'MARK RECOVERED AS FORMERLY DESCRIBED.
 PP2041
 PP2041                          STATION RECOVERY (2007)
 PP2041
 PP2041'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (JJB)
 PP2041'THE MARK IS LOCATED ABOUT 7.3 MI (11.7 KM) EAST-SOUTHEAST OF HAMEL,
 PP2041'6.7 MI (10.8 KM) WEST OF MINNEAPOLIS AND 5.0 MI (8.0 KM) NORTHEAST OF
 PP2041'HOPKINS.
 PP2041'
 PP2041'TO REACH TO THE MARK IN GOLDEN VALLEY, AT THE JUNCTION OF TRUNK
 PP2041'HIGHWAY 55 AND TRUNK HIGHWAY 169, IN SOUTHEAST CORNER OF TRUNK HIGHWAY
 PP2041'169 BRIDGE 27014 OVER TRUNK HIGHWAY 55, AT TRUNK HIGHWAY 55 MILE POINT
 PP2041'184.1.
 PP2041
 PP2041                          STATION RECOVERY (2011)
 PP2041
 PP2041'RECOVERY NOTE BY MN DEPT OF TRANSP 2011 (DAS)
 PP2041'THE MARK IS LOCATED ABOUT 11.8 KM (7.3 MI) EAST-SOUTHEAST OF HAMEL,
 PP2041'10.8 KM (6.7 MI) WEST OF MINNEAPOLIS AND 8.1 KM (5.0 MI) NORTHEAST OF
 PP2041'HOPKINS.
 PP2041'
 PP2041'IN GOLDEN VALLEY, AT THE JUNCTION OF TRUNK HIGHWAY 55 AND TRUNK
 PP2041'HIGHWAY 169, IN SOUTHEAST CORNER OF TRUNK HIGHWAY 169 BRIDGE NUMBER
 PP2041'27014 OVER TRUNK HIGHWAY 55, AT TRUNK HIGHWAY 55 MILE POINT 184.1.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 PP2042 ***********************************************************************
 PP2042  DESIGNATION -  2723 Q
 PP2042  PID         -  PP2042
 PP2042  STATE/COUNTY-  MN/HENNEPIN
 PP2042  COUNTRY     -  US
 PP2042  USGS QUAD   -  HOPKINS (2019)
 PP2042
 PP2042                         *CURRENT SURVEY CONTROL
 PP2042  ______________________________________________________________________
 PP2042* NAD 83(1986) POSITION- 44 59 06.37   (N) 093 23 17.39   (W)   HD_HELD1
 PP2042* NAVD 88 ORTHO HEIGHT -   271.626 (meters)      891.16  (feet) ADJUSTED
 PP2042  ______________________________________________________________________
 PP2042  GEOID HEIGHT    -        -26.999 (meters)                     GEOID18
 PP2042  DYNAMIC HEIGHT  -        271.622 (meters)      891.15  (feet) COMP
 PP2042  MODELED GRAVITY -    980,593.9   (mgal)                       NAVD 88
 PP2042
 PP2042  VERT ORDER      -  SECOND    CLASS I
 PP2042
 PP2042.The horizontal coordinates were determined by differentially corrected
 PP2042.hand held GPS observations or other comparable positioning techniques
 PP2042.and have an estimated accuracy of +/- 3 meters.
 PP2042
 PP2042.The orthometric height was determined by differential leveling and
 PP2042.adjusted by the NATIONAL GEODETIC SURVEY
 PP2042.in June 1991.
 PP2042
 PP2042.Significant digits in the geoid height do not necessarily reflect accuracy.
 PP2042.GEOID18 height accuracy estimate available here.
 PP2042
 PP2042.Click photographs - Photos may exist for this station.
 PP2042
 PP2042.The dynamic height is computed by dividing the NAVD 88
 PP2042.geopotential number by the normal gravity value computed on the
 PP2042.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP2042.degrees latitude (g = 980.6199 gals.).
 PP2042
 PP2042.The modeled gravity was interpolated from observed gravity values.
 PP2042
 PP2042;                    North         East    Units  Estimated Accuracy
 PP2042;SPC MN S     -   320,751.9     848,251.3     MT  (+/- 3 meters HH1 GPS) 
 PP2042
 PP2042_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK6939881368(NAD 83)
 PP2042
 PP2042                          SUPERSEDED SURVEY CONTROL
 PP2042
 PP2042.No superseded survey control is available for this station.
 PP2042
 PP2042_MARKER: DB = BENCH MARK DISK
 PP2042_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 PP2042_SP_SET: BRIDGE WALKWAY
 PP2042_STAMPING: 2723 Q 1971 RESET 1979
 PP2042_MARK LOGO: MNHD
 PP2042_MAGNETIC: N = NO MAGNETIC MATERIAL
 PP2042_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PP2042_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 PP2042+SATELLITE: SATELLITE OBSERVATIONS - November 09, 2011
 PP2042
 PP2042  HISTORY     - Date     Condition        Report By
 PP2042  HISTORY     - 19780401 MONUMENTED       MNHD
 PP2042  HISTORY     - 1979     GOOD             MNDT
 PP2042  HISTORY     - 20020924 GOOD             INDIV
 PP2042  HISTORY     - 20070912 GOOD             MNDT
 PP2042  HISTORY     - 20090927 GOOD             MNDT
 PP2042  HISTORY     - 20111109 GOOD             MNDT
 PP2042
 PP2042                          STATION DESCRIPTION
 PP2042
 PP2042'DESCRIBED BY MN DEPT OF TRANSP 1979
 PP2042'IN GOLDEN VALLEY.
 PP2042'THE MARK IS 0.6 MILES EAST MEASURED ALONG TRUNK HIGHWAY 55 FROM
 PP2042'JUNCTION OF TRUNK HIGHWAY 55 AND CSAH 18. IT IS IN THE NORTHEAST
 PP2042'CORNER OF BRIDGE NO. 6863, THE NORTH FRONTAGE ROAD OF TRUNK HIGHWAY
 PP2042'55 OVER BASSETTS CREEK, ABOUT 600 FT. EAST OF BOONE AVE.
 PP2042
 PP2042                          STATION RECOVERY (2002)
 PP2042
 PP2042'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2002 (JRC)
 PP2042'RECOVERED IN GOOD CONDITION.
 PP2042
 PP2042                          STATION RECOVERY (2007)
 PP2042
 PP2042'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (WEF)
 PP2042'THE MARK IS LOCATED ABOUT 7.8 MI (12.6 KM) EAST-SOUTHEAST OF HAMEL,
 PP2042'6.1 MI (9.8 KM) WEST OF MINNEAPOLIS AND 5.5 MI (8.8 KM) NORTHEAST OF
 PP2042'HOPKINS.
 PP2042'
 PP2042'TO REACH TO THE MARK IN GOLDEN VALLEY, 0.6 MI (1.0 KM) EAST OF THE
 PP2042'JUNCTION OF TRUNK HIGHWAY 55 AND COUNTY ROAD 18, IN NORTHEAST CORNER
 PP2042'OF OLD TRUNK HIGHWAY 55 NORTH FRONTAGE ROAD BRIDGE 6863 OVER BASSETT
 PP2042'CREEK (BRIDGE IS IN PLACE WITHOUT ROAD), 600 FT (182.9 M) EAST OF
 PP2042'BOONE AVENUE.
 PP2042
 PP2042                          STATION RECOVERY (2009)
 PP2042
 PP2042'RECOVERY NOTE BY MN DEPT OF TRANSP 2009 (BJB)
 PP2042'RECOVERED AS DESCRIBED.
 PP2042
 PP2042                          STATION RECOVERY (2011)
 PP2042
 PP2042'RECOVERY NOTE BY MN DEPT OF TRANSP 2011 (PJG)
 PP2042'RECOVERED AS DESCRIBED.
 PP2042'
 PP2042'NOTE-THE BENCH MARK WAS SET IN THE BRIDGE IN 1978 BUT STAMPED IN 1979
 PP2042'WHEN FIRST SURVEYED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 PP2043 ***********************************************************************
 PP2043  DESIGNATION -  2723 R
 PP2043  PID         -  PP2043
 PP2043  STATE/COUNTY-  MN/HENNEPIN
 PP2043  COUNTRY     -  US
 PP2043  USGS QUAD   -  HOPKINS (2019)
 PP2043
 PP2043                         *CURRENT SURVEY CONTROL
 PP2043  ______________________________________________________________________
 PP2043* NAD 83(1986) POSITION- 44 59 04.83   (N) 093 23 16.47   (W)   HD_HELD1
 PP2043* NAVD 88 ORTHO HEIGHT -   271.142 (meters)      889.57  (feet) ADJUSTED
 PP2043  ______________________________________________________________________
 PP2043  GEOID HEIGHT    -        -26.999 (meters)                     GEOID18
 PP2043  DYNAMIC HEIGHT  -        271.138 (meters)      889.56  (feet) COMP
 PP2043  MODELED GRAVITY -    980,593.8   (mgal)                       NAVD 88
 PP2043
 PP2043  VERT ORDER      -  SECOND    CLASS I
 PP2043
 PP2043.The horizontal coordinates were determined by differentially corrected
 PP2043.hand held GPS observations or other comparable positioning techniques
 PP2043.and have an estimated accuracy of +/- 3 meters.
 PP2043
 PP2043.The orthometric height was determined by differential leveling and
 PP2043.adjusted by the NATIONAL GEODETIC SURVEY
 PP2043.in June 2011.
 PP2043
 PP2043.Significant digits in the geoid height do not necessarily reflect accuracy.
 PP2043.GEOID18 height accuracy estimate available here.
 PP2043
 PP2043.Click photographs - Photos may exist for this station.
 PP2043
 PP2043.The dynamic height is computed by dividing the NAVD 88
 PP2043.geopotential number by the normal gravity value computed on the
 PP2043.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP2043.degrees latitude (g = 980.6199 gals.).
 PP2043
 PP2043.The modeled gravity was interpolated from observed gravity values.
 PP2043
 PP2043;                    North         East    Units  Estimated Accuracy
 PP2043;SPC MN S     -   320,704.5     848,271.9     MT  (+/- 3 meters HH1 GPS) 
 PP2043
 PP2043_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK6941881321(NAD 83)
 PP2043
 PP2043                          SUPERSEDED SURVEY CONTROL
 PP2043
 PP2043  NAVD 88 (06/15/91)  271.137  (m)          889.56   (f) SUPERSEDED  2 1
 PP2043
 PP2043.Superseded values are not recommended for survey control.
 PP2043
 PP2043.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PP2043.See file dsdata.pdf to determine how the superseded data were derived.
 PP2043
 PP2043_MARKER: DB = BENCH MARK DISK
 PP2043_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 PP2043_SP_SET: ABUTMENT
 PP2043_STAMPING: 2723 R 1979 1929 ADJ
 PP2043_MARK LOGO: MNHD
 PP2043_MAGNETIC: N = NO MAGNETIC MATERIAL
 PP2043_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PP2043_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 PP2043+SATELLITE: SATELLITE OBSERVATIONS - November 09, 2011
 PP2043
 PP2043  HISTORY     - Date     Condition        Report By
 PP2043  HISTORY     - 19780401 MONUMENTED       MNHD
 PP2043  HISTORY     - 1979     GOOD             MNDT
 PP2043  HISTORY     - 1987     GOOD             USPSQD
 PP2043  HISTORY     - 20020924 GOOD             INDIV
 PP2043  HISTORY     - 20070912 GOOD             MNDT
 PP2043  HISTORY     - 20090927 GOOD             MNDT
 PP2043  HISTORY     - 20111109 GOOD             MNDT
 PP2043
 PP2043                          STATION DESCRIPTION
 PP2043
 PP2043'DESCRIBED BY MN DEPT OF TRANSP 1979
 PP2043'IN GOLDEN VALLEY.
 PP2043'THE MARK IS 0.6 MILES EAST MEASURED ALONG TRUNK HIGHWAY 55 FROM
 PP2043'JUNCTION OF CSAH 18 AND TRUNK HIGHWAY 55. IT IS IN THE SOUTHEAST
 PP2043'CORNER OF BRIDGE NO. 6732, EASTBOUND TRUNK HIGHWAY 55 OVER BASSETS
 PP2043'CREEK. ABOUT 600 FT. EAST OF BOONE AVE. AT TRUNK HIGHWAY 55 MILE
 PP2043'MARKER 184.7.
 PP2043
 PP2043                          STATION RECOVERY (1987)
 PP2043
 PP2043'RECOVERY NOTE BY US POWER SQUADRON 1987 (TZ)
 PP2043'RECOVERED IN GOOD CONDITION.
 PP2043
 PP2043                          STATION RECOVERY (2002)
 PP2043
 PP2043'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2002 (JRC)
 PP2043'RECOVERED IN GOOD CONDITION.
 PP2043
 PP2043                          STATION RECOVERY (2007)
 PP2043
 PP2043'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (WEF)
 PP2043'THE MARK IS LOCATED ABOUT 7.8 MI (12.6 KM) EAST-SOUTHEAST OF HAMEL,
 PP2043'6.1 MI (9.8 KM) WEST OF MINNEAPOLIS AND 5.5 MI (8.8 KM) NORTHEAST OF
 PP2043'HOPKINS.
 PP2043'
 PP2043'TO REACH TO THE MARK IN GOLDEN VALLEY, 0.6 MI (1.0 KM) EAST OF THE
 PP2043'JUNCTION OF TRUNK HIGHWAY 55 AND COUNTY ROAD 18, IN SOUTHEAST CORNER
 PP2043'OF EASTBOUND TRUNK HIGHWAY 55 BRIDGE 6732 OVER BASSETT CREEK, 600 FT
 PP2043'(182.9 M) EAST OF BOONE AVENUE, AT TRUNK HIGHWAY 55 MILE POINT 184.7.
 PP2043
 PP2043                          STATION RECOVERY (2009)
 PP2043
 PP2043'RECOVERY NOTE BY MN DEPT OF TRANSP 2009 (BJB)
 PP2043'RECOVERED AS DESCRIBED.
 PP2043
 PP2043                          STATION RECOVERY (2011)
 PP2043
 PP2043'RECOVERY NOTE BY MN DEPT OF TRANSP 2011 (PJG)
 PP2043'RECOVERED AS DESCRIBED.
 PP2043'
 PP2043'NOTE-THE BENCH MARK WAS SET IN THE BRIDGE IN 1978 BUT STAMPED IN 1979
 PP2043'WHEN FIRST SURVEYED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 QO1195 ***********************************************************************
 QO1195  DESIGNATION -  2723 S
 QO1195  PID         -  QO1195
 QO1195  STATE/COUNTY-  MN/HENNEPIN
 QO1195  COUNTRY     -  US
 QO1195  USGS QUAD   -  HAMEL (2019)
 QO1195
 QO1195                         *CURRENT SURVEY CONTROL
 QO1195  ______________________________________________________________________
 QO1195* NAD 83(2011) POSITION- 45 01 50.75321(N) 093 30 21.96390(W)   ADJUSTED
 QO1195* NAD 83(2011) ELLIP HT-   283.742 (meters)        (06/27/12)   ADJUSTED
 QO1195* NAD 83(2011) EPOCH   -  2010.00
 QO1195* NAVD 88 ORTHO HEIGHT -   310.932 (meters)     1020.12  (feet) ADJUSTED
 QO1195  ______________________________________________________________________
 QO1195  GEOID HEIGHT    -        -27.184 (meters)                     GEOID18
 QO1195  NAD 83(2011) X  -   -276,136.855 (meters)                     COMP
 QO1195  NAD 83(2011) Y  - -4,506,921.733 (meters)                     COMP
 QO1195  NAD 83(2011) Z  -  4,489,966.069 (meters)                     COMP
 QO1195  LAPLACE CORR    -          3.90  (seconds)                    DEFLEC18
 QO1195  DYNAMIC HEIGHT  -        310.923 (meters)     1020.09  (feet) COMP
 QO1195  MODELED GRAVITY -    980,578.4   (mgal)                       NAVD 88
 QO1195
 QO1195  VERT ORDER      -  SECOND    CLASS I
 QO1195
 QO1195  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 QO1195  Standards:
 QO1195         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 QO1195            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 QO1195  -------------------------------------------------------------------
 QO1195  NETWORK    0.35   0.57           0.16   0.12   0.29     -0.01536866
 QO1195  -------------------------------------------------------------------
 QO1195  Click here for local accuracies and other accuracy information.
 QO1195
 QO1195.The horizontal coordinates were established by GPS observations
 QO1195.and adjusted by the National Geodetic Survey in June 2012.
 QO1195
 QO1195.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 QO1195.been affixed to the stable North American tectonic plate. See 
 QO1195.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 QO1195
 QO1195.The horizontal coordinates are valid at the epoch date displayed above
 QO1195.which is a decimal equivalence of Year/Month/Day.
 QO1195
 QO1195.The orthometric height was determined by differential leveling and
 QO1195.adjusted by the NATIONAL GEODETIC SURVEY
 QO1195.in September 2013.
 QO1195
 QO1195.Significant digits in the geoid height do not necessarily reflect accuracy.
 QO1195.GEOID18 height accuracy estimate available here.
 QO1195
 QO1195.Click photographs - Photos may exist for this station.
 QO1195
 QO1195.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 QO1195
 QO1195.The Laplace correction was computed from DEFLEC18 derived deflections.
 QO1195
 QO1195.The ellipsoidal height was determined by GPS observations
 QO1195.and is referenced to NAD 83.
 QO1195
 QO1195.The dynamic height is computed by dividing the NAVD 88
 QO1195.geopotential number by the normal gravity value computed on the
 QO1195.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QO1195.degrees latitude (g = 980.6199 gals.).
 QO1195
 QO1195.The modeled gravity was interpolated from observed gravity values.
 QO1195
 QO1195. The following values were computed from the NAD 83(2011) position.
 QO1195
 QO1195;                    North         East     Units Scale Factor Converg.
 QO1195;SPC MN S     -   325,763.179   838,919.910   MT  0.99996469   +0 20 46.3
 QO1195;SPC MN S     - 1,068,774.70  2,752,356.40   sFT  0.99996469   +0 20 46.3
 QO1195;UTM  15      - 4,986,492.559   460,132.845   MT  0.99961954   -0 21 29.0
 QO1195
 QO1195!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QO1195!SPC MN S     -   0.99995552  x   0.99996469  =   0.99992021
 QO1195!UTM  15      -   0.99995552  x   0.99961954  =   0.99957507
 QO1195
 QO1195_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK6013286492(NAD 83)
 QO1195
 QO1195                          SUPERSEDED SURVEY CONTROL
 QO1195
 QO1195  NAD 83(2007)-  45 01 50.75348(N)    093 30 21.96493(W) AD(2002.00) 1
 QO1195  ELLIP H (10/05/09)  283.768  (m)                       GP(2002.00) 3 2
 QO1195  NAVD 88             310.94   (m)         1020.1    (f) LEVELING    3  
 QO1195  NAVD 88 (06/15/91)  310.937  (m)         1020.13   (f) SUPERSEDED  2 1
 QO1195
 QO1195.Superseded values are not recommended for survey control.
 QO1195
 QO1195.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QO1195.See file dsdata.pdf to determine how the superseded data were derived.
 QO1195
 QO1195_MARKER: DV = VERTICAL CONTROL DISK
 QO1195_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 QO1195+WITH SETTING: INTO GROUND
 QO1195_STAMPING: 2723 S 1977
 QO1195_MARK LOGO: MNHD
 QO1195_PROJECTION: RECESSED 3 CENTIMETERS
 QO1195_MAGNETIC: I = MARKER IS A STEEL ROD
 QO1195_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QO1195_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QO1195+SATELLITE: SATELLITE OBSERVATIONS - October 30, 2013
 QO1195_ROD/PIPE-DEPTH: 2.4 meters
 QO1195
 QO1195  HISTORY     - Date     Condition        Report By
 QO1195  HISTORY     - 19770401 MONUMENTED       MNHD
 QO1195  HISTORY     - 1978     GOOD             MNDT
 QO1195  HISTORY     - 19910901 GOOD             USPSQD
 QO1195  HISTORY     - 20041118 GOOD             USPSQD
 QO1195  HISTORY     - 20060712 GOOD             MNDT
 QO1195  HISTORY     - 20070813 GOOD             MNDT
 QO1195  HISTORY     - 20111110 GOOD             MNDT
 QO1195  HISTORY     - 20131030 GOOD             MNDT
 QO1195
 QO1195                          STATION DESCRIPTION
 QO1195
 QO1195'DESCRIBED BY MN DEPT OF TRANSP 1978
 QO1195'1.6 MI SE FROM HAMEL.
 QO1195'THE MARK IS 1.1 MILES SOUTHEAST MEASURED ALONG TRUNK HIGHWAY 55 FROM
 QO1195'BRIDGE NUMBER 5847, THE SOO LINE RAILROAD OVER TRUNK HIGHWAY 55 IN
 QO1195'HAMEL. IT IS 72 FT. SOUTHWEST OF THE CENTERLINE OF EASTBOUND TRUNK
 QO1195'HIGHWAY 55, 0.1 MILE SOUTHEAST OF THE CENTERLINE OF TRUNK HIGHWAY 101
 QO1195'EAST JUNCTION WITH TRUNK HIGHWAY 55, 164 FT. NORTH OF THE NORTHEAST
 QO1195'CORNER OF A FRAME GARAGE, 154 FT. NORTHEAST OF THE NORTHEAST CORNER
 QO1195'OF A ONE STORY BLOCK COMMERCIAL BUILDING. IT IS 1.0 FT. NORTHEAST OF
 QO1195'A STEEL WITNESS POST AT TRUNK HIGHWAY 55 MILE MARKER 177.7, 3.5 FT.
 QO1195'ABOVE THE LEVEL OF TRUNK HIGHWAY 55.
 QO1195
 QO1195                          STATION RECOVERY (1991)
 QO1195
 QO1195'RECOVERY NOTE BY US POWER SQUADRON 1991 (PAA)
 QO1195'RECOVERED IN GOOD CONDITION.
 QO1195
 QO1195                          STATION RECOVERY (2004)
 QO1195
 QO1195'RECOVERY NOTE BY US POWER SQUADRON 2004 (NDM)
 QO1195'RECOVERED IN GOOD CONDITION.
 QO1195
 QO1195                          STATION RECOVERY (2006)
 QO1195
 QO1195'RECOVERY NOTE BY MN DEPT OF TRANSP 2006 (KMS)
 QO1195'1.6 MILES SOUTHEAST FROM HAMEL, 1.1 MILES SOUTHEAST OF TRUNK HIGHWAY
 QO1195'55 BRIDGE 5847 AT RAILROAD IN HAMEL, AT TRUNK HIGHWAY 55 MILEPOINT
 QO1195'177.7, 72 FEET SOUTH OF EASTBOUND TRUNK HIGHWAY 55, 0.1 MILES
 QO1195'SOUTHEAST OF EAST JUNCTION OF TRUNK HIGHWAY 101, 154 FEET NORTHEAST OF
 QO1195'NORTHEAST CORNER OF CVS PHARMACY, 0.5 FEET NORTH OF WITNESS POST.
 QO1195
 QO1195                          STATION RECOVERY (2007)
 QO1195
 QO1195'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (VWC)
 QO1195'THE MARK IS LOCATED ABOUT 8.0 MI (12.9 KM) SOUTHWEST OF OSSEO, 7.6 MI
 QO1195'(12.2 KM) NORTH-NORTHWEST OF HOPKINS AND 1.2 MI (1.9 KM) SOUTHEAST OF
 QO1195'HAMEL.
 QO1195'
 QO1195'TO REACH TO THE MARK GO 1.6 MI (2.6 KM) SOUTHEAST FROM HAMEL, 1.1 MI
 QO1195'(1.8 KM) SOUTHEAST OF TRUNK HIGHWAY 55 BRIDGE 5847 AT RAILROAD IN
 QO1195'HAMEL, AT TRUNK HIGHWAY 55 MILE POINT 177.7, 72 FT (21.9 M) SOUTH OF
 QO1195'EASTBOUND TRUNK HIGHWAY 55, 0.1 MI (0.2 KM) SOUTHEAST OF EAST JUNCTION
 QO1195'OF TRUNK HIGHWAY 101, 154 FT (46.9 M) NORTHEAST OF THE NORTHEAST
 QO1195'CORNER OF CVS PHARMACY, 0.5 FT (0.2 M) NORTH OF A WITNESS POST.
 QO1195
 QO1195                          STATION RECOVERY (2011)
 QO1195
 QO1195'RECOVERY NOTE BY MN DEPT OF TRANSP 2011 (BJB)
 QO1195'RECOVERED AS DESCRIBED.
 QO1195
 QO1195                          STATION RECOVERY (2013)
 QO1195
 QO1195'RECOVERY NOTE BY MN DEPT OF TRANSP 2013 (MXS)
 QO1195'1.2 MILES SOUTHEAST OF HAMEL, 1.3 MILES SOUTHEAST ALONG TRUNK HIGHWAY
 QO1195'55 FROM JUNCTION OF TRUNK HIGHWAY 55 AND COUNTY ROAD 101 IN HAMEL, AT
 QO1195'TRUNK HIGHWAY 55 MILEPOINT 177.7, 0.1 MILE SOUTHEAST OF EAST JUNCTION
 QO1195'OF TRUNK HIGHWAY 101, 72.0 FEET SOUTH OF EASTBOUND TRUNK HIGHWAY 55,
 QO1195'154.0 FEET NORTHEAST OF NORTHEAST CORNER OF CVS PHARMACY, 0.5 FOOT
 QO1195'NORTH OF WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 QO1198 ***********************************************************************
 QO1198  DESIGNATION -  2723 U
 QO1198  PID         -  QO1198
 QO1198  STATE/COUNTY-  MN/HENNEPIN
 QO1198  COUNTRY     -  US
 QO1198  USGS QUAD   -  OSSEO (2019)
 QO1198
 QO1198                         *CURRENT SURVEY CONTROL
 QO1198  ______________________________________________________________________
 QO1198* NAD 83(2011) POSITION- 45 01 05.90801(N) 093 28 52.24525(W)   ADJUSTED
 QO1198* NAD 83(2011) ELLIP HT-   279.401 (meters)        (03/15/15)   ADJUSTED
 QO1198* NAD 83(2011) EPOCH   -  2010.00
 QO1198* NAVD 88 ORTHO HEIGHT -   306.494 (meters)     1005.56  (feet) ADJUSTED
 QO1198  ______________________________________________________________________
 QO1198  GEOID HEIGHT    -        -27.090 (meters)                     GEOID18
 QO1198  NAD 83(2011) X  -   -274,235.743 (meters)                     COMP
 QO1198  NAD 83(2011) Y  - -4,508,015.910 (meters)                     COMP
 QO1198  NAD 83(2011) Z  -  4,488,984.473 (meters)                     COMP
 QO1198  LAPLACE CORR    -          2.36  (seconds)                    DEFLEC18
 QO1198  DYNAMIC HEIGHT  -        306.487 (meters)     1005.53  (feet) COMP
 QO1198  MODELED GRAVITY -    980,587.3   (mgal)                       NAVD 88
 QO1198
 QO1198  VERT ORDER      -  SECOND    CLASS I
 QO1198
 QO1198  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 QO1198  Standards:
 QO1198         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 QO1198            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 QO1198  -------------------------------------------------------------------
 QO1198  NETWORK    0.76   1.23           0.33   0.29   0.63      0.06137786
 QO1198  -------------------------------------------------------------------
 QO1198  Click here for local accuracies and other accuracy information.
 QO1198
 QO1198.The horizontal coordinates were established by GPS observations
 QO1198.and adjusted by the MN DEPT OF TRANSP in March 2015.
 QO1198
 QO1198.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 QO1198.been affixed to the stable North American tectonic plate. See 
 QO1198.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 QO1198
 QO1198.The horizontal coordinates are valid at the epoch date displayed above
 QO1198.which is a decimal equivalence of Year/Month/Day.
 QO1198
 QO1198.The orthometric height was determined by differential leveling and
 QO1198.adjusted by the NATIONAL GEODETIC SURVEY
 QO1198.in September 2013.
 QO1198
 QO1198.Significant digits in the geoid height do not necessarily reflect accuracy.
 QO1198.GEOID18 height accuracy estimate available here.
 QO1198
 QO1198.Click photographs - Photos may exist for this station.
 QO1198
 QO1198.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 QO1198
 QO1198.The Laplace correction was computed from DEFLEC18 derived deflections.
 QO1198
 QO1198.The ellipsoidal height was determined by GPS observations
 QO1198.and is referenced to NAD 83.
 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. The following values were computed from the NAD 83(2011) position.
 QO1198
 QO1198;                    North         East     Units Scale Factor Converg.
 QO1198;SPC MN S     -   324,391.048   840,892.546   MT  0.99996270   +0 21 49.2
 QO1198;SPC MN S     - 1,064,272.96  2,758,828.29   sFT  0.99996270   +0 21 49.2
 QO1198;UTM  15      - 4,985,096.772   462,087.795   MT  0.99961767   -0 20 25.3
 QO1198
 QO1198!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QO1198!SPC MN S     -   0.99995620  x   0.99996270  =   0.99991890
 QO1198!UTM  15      -   0.99995620  x   0.99961767  =   0.99957388
 QO1198
 QO1198_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK6208785096(NAD 83)
 QO1198
 QO1198|---------------------------------------------------------------------|
 QO1198| PID    Reference Object                     Distance      Geod. Az  |
 QO1198|                                                           dddmmss.s |
 QO1198| DO4960 SPENCE                              322.139 METERS 09623     |
 QO1198|---------------------------------------------------------------------|
 QO1198
 QO1198                          SUPERSEDED SURVEY CONTROL
 QO1198
 QO1198  NAVD 88 (06/15/91)  306.484  (m)         1005.52   (f) SUPERSEDED  2 1
 QO1198
 QO1198.Superseded values are not recommended for survey control.
 QO1198
 QO1198.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QO1198.See file dsdata.pdf to determine how the superseded data were derived.
 QO1198
 QO1198_MARKER: DV = VERTICAL CONTROL DISK
 QO1198_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 QO1198+WITH SETTING: INTO GROUND
 QO1198_STAMPING: 2723 U 1977
 QO1198_MARK LOGO: MNHD
 QO1198_PROJECTION: RECESSED 8 CENTIMETERS
 QO1198_MAGNETIC: I = MARKER IS A STEEL ROD
 QO1198_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QO1198_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QO1198+SATELLITE: SATELLITE OBSERVATIONS - April 07, 2020
 QO1198_ROD/PIPE-DEPTH: 2.4 meters
 QO1198
 QO1198  HISTORY     - Date     Condition        Report By
 QO1198  HISTORY     - 19770401 MONUMENTED       MNDT
 QO1198  HISTORY     - 1978     GOOD             MNDT
 QO1198  HISTORY     - 20041011 GOOD             USPSQD
 QO1198  HISTORY     - 20060408 GOOD             USPSQD
 QO1198  HISTORY     - 20070813 GOOD             MNDT
 QO1198  HISTORY     - 20120411 GOOD             MNDT
 QO1198  HISTORY     - 20200407 GOOD             MNDT
 QO1198
 QO1198                          STATION DESCRIPTION
 QO1198
 QO1198'DESCRIBED BY MN DEPT OF TRANSP 1978
 QO1198'2.6 MI SE FROM HAMEL.
 QO1198'THE MARK IS 1.4 MILES MEASURED ALONG TRUNK HIGHWAY 55 FROM THE
 QO1198'NORTHWEST END OF BRIDGE NUMBER 9897, TRUNK HIGHWAY 55 WESTBOUND OVER
 QO1198'F.A.I. 494. IT IS 67 FT. SOUTHWEST OF THE CENTERLINE OF EASTBOUND
 QO1198'TRUNK HIGHWAY 55, 154 FT. SOUTHEAST OF THE CENTERLINE OF VICKSBURG
 QO1198'LANE, 71 FT. NORTHEAST OF THE NORTHWEST CORNER OF A ONE STORY CONCRETE
 QO1198'BLOCK BUILDING, 6 FT. NORTH OF A TELEPHONE POWER POLE. IT IS 1.0 FT.
 QO1198'NORTHEAST OF A STEEL WITNESS POST AT TRUNK HIGHWAY 55 MILE MARKER
 QO1198'179.2, 1.5 FT. BELOW THE LEVEL OF TRUNK HIGHWAY 55.
 QO1198
 QO1198                          STATION RECOVERY (2004)
 QO1198
 QO1198'RECOVERY NOTE BY US POWER SQUADRON 2004 (REA)
 QO1198'RECOVERED IN GOOD CONDITION.
 QO1198
 QO1198                          STATION RECOVERY (2006)
 QO1198
 QO1198'RECOVERY NOTE BY US POWER SQUADRON 2006 (RCS)
 QO1198'RECOVERED IN GOOD CONDITION.
 QO1198
 QO1198                          STATION RECOVERY (2007)
 QO1198
 QO1198'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (VWC)
 QO1198'THE MARK IS LOCATED ABOUT 8.0 MI (12.9 KM) SOUTH-SOUTHWEST OF OSSEO,
 QO1198'6.5 MI (10.5 KM) NORTH OF HOPKINS AND 2.7 MI (4.3 KM) SOUTHEAST OF
 QO1198'HAMEL.
 QO1198'
 QO1198'TO REACH TO THE MARK GO 2.6 MI (4.2 KM) SOUTHEAST OF HAMEL, 1.4 MI
 QO1198'(2.3 KM) NORTHWEST OF NORTHWEST END OF WEST-BOUND TRUNK HIGHWAY 55
 QO1198'BRIDGE 9897 OVER INTERSTATE HIGHWAY 494, AT TRUNK HIGHWAY 55 MILE
 QO1198'POINT 179.2, 67 FT (20.4 M) SOUTHWEST OF EASTBOUND TRUNK HIGHWAY 55,
 QO1198'154 FT (46.9 M) SOUTHEAST OF VICKSBURG LANE, 71 FT (21.6 M) NORTHEAST
 QO1198'OF THE NORTHWEST CORNER OF CIRCUIT SCIENCE BUILDING NUMBER 15831, 6 FT
 QO1198'(1.8 M) NORTH OF POWER POLE, 1.0 FT (0.3 M) NORTHEAST OF A WITNESS
 QO1198'POST.
 QO1198
 QO1198                          STATION RECOVERY (2012)
 QO1198
 QO1198'RECOVERY NOTE BY MN DEPT OF TRANSP 2012 (JBG)
 QO1198'RECOVERED AS DESCRIBED WITH THE ACCEPTATION, NOW 10.0 FT (3.0 M)
 QO1198'NORTHWEST OF A POWER POLE.
 QO1198
 QO1198                          STATION RECOVERY (2020)
 QO1198
 QO1198'RECOVERY NOTE BY MN DEPT OF TRANSP 2020 (MPP)
 QO1198'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 QO1159 ***********************************************************************
 QO1159  DESIGNATION -  2723 W
 QO1159  PID         -  QO1159
 QO1159  STATE/COUNTY-  MN/HENNEPIN
 QO1159  COUNTRY     -  US
 QO1159  USGS QUAD   -  OSSEO (2019)
 QO1159
 QO1159                         *CURRENT SURVEY CONTROL
 QO1159  ______________________________________________________________________
 QO1159* NAD 83(2011) POSITION- 45 00 31.08377(N) 093 27 09.33354(W)   ADJUSTED
 QO1159* NAD 83(2011) ELLIP HT-   263.486 (meters)        (06/27/12)   ADJUSTED
 QO1159* NAD 83(2011) EPOCH   -  2010.00
 QO1159* NAVD 88 ORTHO HEIGHT -   290.527 (meters)      953.17  (feet) ADJUSTED
 QO1159  ______________________________________________________________________
 QO1159  GEOID HEIGHT    -        -27.033 (meters)                     GEOID18
 QO1159  NAD 83(2011) X  -   -272,031.638 (meters)                     COMP
 QO1159  NAD 83(2011) Y  - -4,508,899.932 (meters)                     COMP
 QO1159  NAD 83(2011) Z  -  4,488,213.206 (meters)                     COMP
 QO1159  LAPLACE CORR    -          0.77  (seconds)                    DEFLEC18
 QO1159  DYNAMIC HEIGHT  -        290.523 (meters)      953.16  (feet) COMP
 QO1159  MODELED GRAVITY -    980,591.8   (mgal)                       NAVD 88
 QO1159
 QO1159  VERT ORDER      -  SECOND    CLASS I
 QO1159
 QO1159  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 QO1159  Standards:
 QO1159         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 QO1159            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 QO1159  -------------------------------------------------------------------
 QO1159  NETWORK    0.40   0.57           0.18   0.14   0.29      0.04483124
 QO1159  -------------------------------------------------------------------
 QO1159  Click here for local accuracies and other accuracy information.
 QO1159
 QO1159.The horizontal coordinates were established by GPS observations
 QO1159.and adjusted by the National Geodetic Survey in June 2012.
 QO1159
 QO1159.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 QO1159.been affixed to the stable North American tectonic plate. See 
 QO1159.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 QO1159
 QO1159.The horizontal coordinates are valid at the epoch date displayed above
 QO1159.which is a decimal equivalence of Year/Month/Day.
 QO1159
 QO1159.The orthometric height was determined by differential leveling and
 QO1159.adjusted by the NATIONAL GEODETIC SURVEY
 QO1159.in September 2013.
 QO1159
 QO1159.Significant digits in the geoid height do not necessarily reflect accuracy.
 QO1159.GEOID18 height accuracy estimate available here.
 QO1159
 QO1159.Click photographs - Photos may exist for this station.
 QO1159
 QO1159.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 QO1159
 QO1159.The Laplace correction was computed from DEFLEC18 derived deflections.
 QO1159
 QO1159.The ellipsoidal height was determined by GPS observations
 QO1159.and is referenced to NAD 83.
 QO1159
 QO1159.The dynamic height is computed by dividing the NAVD 88
 QO1159.geopotential number by the normal gravity value computed on the
 QO1159.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QO1159.degrees latitude (g = 980.6199 gals.).
 QO1159
 QO1159.The modeled gravity was interpolated from observed gravity values.
 QO1159
 QO1159. The following values were computed from the NAD 83(2011) position.
 QO1159
 QO1159;                    North         East     Units Scale Factor Converg.
 QO1159;SPC MN S     -   323,330.783   843,152.857   MT  0.99996119   +0 23 01.3
 QO1159;SPC MN S     - 1,060,794.41  2,766,244.00   sFT  0.99996119   +0 23 01.3
 QO1159;UTM  15      - 4,984,009.195   464,334.134   MT  0.99961564   -0 19 12.3
 QO1159
 QO1159!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QO1159!SPC MN S     -   0.99995869  x   0.99996119  =   0.99991988
 QO1159!UTM  15      -   0.99995869  x   0.99961564  =   0.99957435
 QO1159
 QO1159:                Primary Azimuth Mark                     Grid Az
 QO1159:SPC MN S     -  2723 X                                   140 08 19.7
 QO1159:UTM  15      -  2723 X                                   140 50 33.3
 QO1159
 QO1159_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK6433484009(NAD 83)
 QO1159
 QO1159|---------------------------------------------------------------------|
 QO1159| PID    Reference Object                     Distance      Geod. Az  |
 QO1159|                                                           dddmmss.s |
 QO1159| QO1161 2723 X                              APPROX. 1.2 KM 1403121.0 |
 QO1159|---------------------------------------------------------------------|
 QO1159
 QO1159                          SUPERSEDED SURVEY CONTROL
 QO1159
 QO1159  NAD 83(2007)-  45 00 31.08404(N)    093 27 09.33465(W) AD(2002.00) 1
 QO1159  ELLIP H (09/23/09)  263.513  (m)                       GP(2002.00) 3 1
 QO1159  NAVD 88             290.53   (m)          953.2    (f) LEVELING    3  
 QO1159  NAVD 88 (06/15/91)  290.546  (m)          953.23   (f) SUPERSEDED  2 1
 QO1159
 QO1159.Superseded values are not recommended for survey control.
 QO1159
 QO1159.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QO1159.See file dsdata.pdf to determine how the superseded data were derived.
 QO1159
 QO1159_MARKER: DV = VERTICAL CONTROL DISK
 QO1159_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 QO1159_STAMPING: 2723 W 1978
 QO1159_MARK LOGO: MNHD
 QO1159_PROJECTION: RECESSED 5 CENTIMETERS
 QO1159_MAGNETIC: I = MARKER IS A STEEL ROD
 QO1159_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QO1159_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QO1159+SATELLITE: SATELLITE OBSERVATIONS - April 07, 2020
 QO1159_ROD/PIPE-DEPTH: 2.4 meters
 QO1159
 QO1159  HISTORY     - Date     Condition        Report By
 QO1159  HISTORY     - 19780401 MONUMENTED       MNDT
 QO1159  HISTORY     - 1979     GOOD             MNDT
 QO1159  HISTORY     - 20010331 GOOD             NGS
 QO1159  HISTORY     - 20061010 GOOD             MNDT
 QO1159  HISTORY     - 20070919 GOOD             MNDT
 QO1159  HISTORY     - 20080528 GOOD             MNDT
 QO1159  HISTORY     - 20111228 GOOD             MNDT
 QO1159  HISTORY     - 20120410 GOOD             MNDT
 QO1159  HISTORY     - 20130911 GOOD             MNDT
 QO1159  HISTORY     - 20200407 GOOD             MNDT
 QO1159
 QO1159                          STATION DESCRIPTION
 QO1159
 QO1159'DESCRIBED BY MN DEPT OF TRANSP 1979
 QO1159'IN PLYMOUTH.
 QO1159'THE MARK IS 0.3 MILES SOUTHEAST MEASURED ALONG TRUNK HIGHWAY 55 FROM
 QO1159'THE JUNCTION OF TRUNK HIGHWAY 55 AND FAI 494. IT IS 0.1 MILE WEST OF
 QO1159'XENIUM LANE, 81 FT. SOUTHWEST OF THE CENTERLINE OF TRUNK HIGHWAY 55
 QO1159'EASTBOUND, STA. 1416 AND 30 64 FT. SOUTHEAST OF A POWER POLE, 24 FT.
 QO1159'NORTHEAST OF THE CENTERLINE OF THE SOUTH FRONTAGE ROAD. IT IS 1.0 FT.
 QO1159'NORTHEAST OF A STEEL WITNESS POST AT TRUNK HIGHWAY 55 MILE MARKER
 QO1159'180.4
 QO1159
 QO1159                          STATION RECOVERY (2001)
 QO1159
 QO1159'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 QO1159'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 QO1159
 QO1159                          STATION RECOVERY (2006)
 QO1159
 QO1159'RECOVERY NOTE BY MN DEPT OF TRANSP 2006 (DJS)
 QO1159'IN PLYMOUTH, 0.3 MILE SOUTHEAST ON TRUNK HIGHWAY 55 FROM JUNCTION OF
 QO1159'TRUNK HIGHWAY 55 AND INTERSTATE HIGHWAY 494, AT TRUNK HIGHWAY 55
 QO1159'MILEPOINT 180.4, 64.0 FEET SOUTHEAST OF POWER POLE, 0.1 MILE WEST OF
 QO1159'XENIUM LANE, 81.0 FEET SOUTHWEST OF EASTBOUND TRUNK HIGHWAY 55, 24.0
 QO1159'FEET NORTHEAST OF YVCCA LANE, 4.0 FEET SOUTHWEST OF WITNESS POST.
 QO1159
 QO1159                          STATION RECOVERY (2007)
 QO1159
 QO1159'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (WEF)
 QO1159'THE MARK IS LOCATED ABOUT 8.0 MI (12.9 KM) SOUTH-SOUTHWEST OF OSSEO,
 QO1159'5.8 MI (9.3 KM) NORTH OF HOPKINS AND 4.2 MI (6.8 KM) EAST-SOUTHEAST OF
 QO1159'HAMEL.
 QO1159'
 QO1159'TO REACH TO THE MARK IN PLYMOUTH, 0.3 MI (0.5 KM) SOUTHEAST OF THE
 QO1159'JUNCTION OF TRUNK HIGHWAY 55 AND INTERSTATE HIGHWAY 494, 0.1 MI (0.2
 QO1159'KM) WEST OF XENIUM LANE, 81 FT (24.7 M) SOUTHWEST OF EASTBOUND TRUNK
 QO1159'HIGHWAY 55, AT TRUNK HIGHWAY 55 MILE POINT 180.4, 64 FT (19.5 M)
 QO1159'SOUTHEAST OF POWER POLE, 24 FT (7.3 M) NORTHEAST OF SOUTH FRONTAGE
 QO1159'ROAD, 4.0 FT (1.2 M) SOUTHWEST OF A WITNESS POST.
 QO1159
 QO1159                          STATION RECOVERY (2008)
 QO1159
 QO1159'RECOVERY NOTE BY MN DEPT OF TRANSP 2008 (PJG)
 QO1159'RECOVERED AS DESCRIBED.
 QO1159
 QO1159                          STATION RECOVERY (2011)
 QO1159
 QO1159'RECOVERY NOTE BY MN DEPT OF TRANSP 2011 (JRB)
 QO1159'IN PLYMOUTH, 0.3 MILE SOUTHEAST ALONG TRUNK HIGHWAY 55 FROM JUNCTION
 QO1159'OF TRUNK HIGHWAY 55 AND INTERSTATE HIGHWAY 494 IN PLYMOUTH, AT TRUNK
 QO1159'HIGHWAY 55 MILEPOINT 180.4, 64.0 FEET SOUTHEAST OF POWER POLE, 0.1
 QO1159'MILE WEST OF XENIUM LANE, 81.0 FEET SOUTHWEST OF EASTBOUND TRUNK
 QO1159'HIGHWAY 55, 24.0 FEET NORTHEAST OF YUCCA LANE, 3.0 FEET SOUTHWEST OF
 QO1159'WITNESS POST.
 QO1159
 QO1159                          STATION RECOVERY (2012)
 QO1159
 QO1159'RECOVERY NOTE BY MN DEPT OF TRANSP 2012 (GM)
 QO1159'RECOVERED AS DESCRIBED WITH THE ACCEPTATION, 3.0 FT (0.9 M) SOUTHWEST
 QO1159'OF A WITNESS POST.
 QO1159
 QO1159                          STATION RECOVERY (2013)
 QO1159
 QO1159'RECOVERY NOTE BY MN DEPT OF TRANSP 2013 (KMS)
 QO1159'RECOVERED AS DESCRIBED.
 QO1159
 QO1159                          STATION RECOVERY (2020)
 QO1159
 QO1159'RECOVERY NOTE BY MN DEPT OF TRANSP 2020 (MPP)
 QO1159'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 QO1161 ***********************************************************************
 QO1161  DESIGNATION -  2723 X
 QO1161  PID         -  QO1161
 QO1161  STATE/COUNTY-  MN/HENNEPIN
 QO1161  COUNTRY     -  US
 QO1161  USGS QUAD   -  OSSEO (2019)
 QO1161
 QO1161                         *CURRENT SURVEY CONTROL
 QO1161  ______________________________________________________________________
 QO1161* NAD 83(2011) POSITION- 45 00 00.76814(N) 093 26 34.14040(W)   ADJUSTED
 QO1161* NAD 83(2011) ELLIP HT-   263.577 (meters)        (06/27/12)   ADJUSTED
 QO1161* NAD 83(2011) EPOCH   -  2010.00
 QO1161* NAVD 88 ORTHO HEIGHT -   290.593 (meters)      953.39  (feet) ADJUSTED
 QO1161  ______________________________________________________________________
 QO1161  GEOID HEIGHT    -        -27.003 (meters)                     GEOID18
 QO1161  NAD 83(2011) X  -   -271,302.068 (meters)                     COMP
 QO1161  NAD 83(2011) Y  - -4,509,606.969 (meters)                     COMP
 QO1161  NAD 83(2011) Z  -  4,487,551.554 (meters)                     COMP
 QO1161  LAPLACE CORR    -         -0.08  (seconds)                    DEFLEC18
 QO1161  DYNAMIC HEIGHT  -        290.588 (meters)      953.37  (feet) COMP
 QO1161  MODELED GRAVITY -    980,593.4   (mgal)                       NAVD 88
 QO1161
 QO1161  VERT ORDER      -  SECOND    CLASS I
 QO1161
 QO1161  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 QO1161  Standards:
 QO1161         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 QO1161            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 QO1161  -------------------------------------------------------------------
 QO1161  NETWORK    0.29   0.47           0.13   0.10   0.24      0.02889903
 QO1161  -------------------------------------------------------------------
 QO1161  Click here for local accuracies and other accuracy information.
 QO1161
 QO1161.The horizontal coordinates were established by GPS observations
 QO1161.and adjusted by the National Geodetic Survey in June 2012.
 QO1161
 QO1161.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 QO1161.been affixed to the stable North American tectonic plate. See 
 QO1161.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 QO1161
 QO1161.The horizontal coordinates are valid at the epoch date displayed above
 QO1161.which is a decimal equivalence of Year/Month/Day.
 QO1161
 QO1161.The orthometric height was determined by differential leveling and
 QO1161.adjusted by the NATIONAL GEODETIC SURVEY
 QO1161.in September 2013.
 QO1161
 QO1161.Significant digits in the geoid height do not necessarily reflect accuracy.
 QO1161.GEOID18 height accuracy estimate available here.
 QO1161
 QO1161.Click photographs - Photos may exist for this station.
 QO1161
 QO1161.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 QO1161
 QO1161.The Laplace correction was computed from DEFLEC18 derived deflections.
 QO1161
 QO1161.The ellipsoidal height was determined by GPS observations
 QO1161.and is referenced to NAD 83.
 QO1161
 QO1161.The dynamic height is computed by dividing the NAVD 88
 QO1161.geopotential number by the normal gravity value computed on the
 QO1161.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QO1161.degrees latitude (g = 980.6199 gals.).
 QO1161
 QO1161.The modeled gravity was interpolated from observed gravity values.
 QO1161
 QO1161. The following values were computed from the NAD 83(2011) position.
 QO1161
 QO1161;                    North         East     Units Scale Factor Converg.
 QO1161;SPC MN S     -   322,400.207   843,929.869   MT  0.99995990   +0 23 26.0
 QO1161;SPC MN S     - 1,057,741.35  2,768,793.25   sFT  0.99995990   +0 23 26.0
 QO1161;UTM  15      - 4,983,069.469   465,099.393   MT  0.99961498   -0 18 47.2
 QO1161
 QO1161!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QO1161!SPC MN S     -   0.99995868  x   0.99995990  =   0.99991858
 QO1161!UTM  15      -   0.99995868  x   0.99961498  =   0.99957367
 QO1161
 QO1161:                Primary Azimuth Mark                     Grid Az
 QO1161:SPC MN S     -  2723 Z                                   138 46 51.9
 QO1161:UTM  15      -  2723 Z                                   139 29 05.1
 QO1161
 QO1161_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK6509983069(NAD 83)
 QO1161
 QO1161|---------------------------------------------------------------------|
 QO1161| PID    Reference Object                     Distance      Geod. Az  |
 QO1161|                                                           dddmmss.s |
 QO1161| PP2035 2723 Z                              APPROX. 1.5 KM 1391017.9 |
 QO1161| QO1159 2723 W                              APPROX. 1.2 KM 3203145.9 |
 QO1161|---------------------------------------------------------------------|
 QO1161
 QO1161                          SUPERSEDED SURVEY CONTROL
 QO1161
 QO1161  NAD 83(2007)-  45 00 00.76839(N)    093 26 34.14165(W) AD(2002.00) 1
 QO1161  ELLIP H (09/23/09)  263.604  (m)                       GP(2002.00) 3 1
 QO1161  NAVD 88             290.59   (m)          953.4    (f) LEVELING    3  
 QO1161  NAVD 88 (06/15/91)  290.589  (m)          953.37   (f) SUPERSEDED  2 1
 QO1161
 QO1161.Superseded values are not recommended for survey control.
 QO1161
 QO1161.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QO1161.See file dsdata.pdf to determine how the superseded data were derived.
 QO1161
 QO1161_MARKER: DV = VERTICAL CONTROL DISK
 QO1161_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 QO1161_STAMPING: 2723 X 1978
 QO1161_MARK LOGO: MNHD
 QO1161_PROJECTION: RECESSED 20 CENTIMETERS
 QO1161_MAGNETIC: I = MARKER IS A STEEL ROD
 QO1161_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QO1161_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 QO1161+SATELLITE: SATELLITE OBSERVATIONS - June 05, 2014
 QO1161_ROD/PIPE-DEPTH: 2.4 meters
 QO1161
 QO1161  HISTORY     - Date     Condition        Report By
 QO1161  HISTORY     - 19780401 MONUMENTED       MNHD
 QO1161  HISTORY     - 1979     GOOD             MNDT
 QO1161  HISTORY     - 20010331 GOOD             NGS
 QO1161  HISTORY     - 20041011 MARK NOT FOUND   USPSQD
 QO1161  HISTORY     - 20061010 GOOD             MNDT
 QO1161  HISTORY     - 20070919 GOOD             MNDT
 QO1161  HISTORY     - 20080701 GOOD             MNDT
 QO1161  HISTORY     - 20111228 GOOD             MNDT
 QO1161  HISTORY     - 20120410 GOOD             MNDT
 QO1161  HISTORY     - 20131106 GOOD             MNDT
 QO1161  HISTORY     - 20140605 GOOD             MNDT
 QO1161
 QO1161                          STATION DESCRIPTION
 QO1161
 QO1161'DESCRIBED BY MN DEPT OF TRANSP 1979
 QO1161'IN PLYMOUTH.
 QO1161'THE MARK IS 1.15 MILES SOUTHEAST MEASURED ALONG TRUNK HIGHWAY 55 FROM
 QO1161'THE JUNCTION OF TRUNK HIGHWAY 55 AND FAI 494. IT IS 143 FT. NORTHEAST
 QO1161'OF THE NORTHEAST CORNER OF THE PLYMOUTH COURT OFFICE CENTER, 66 FT.
 QO1161'WEST OF THE CENTERLINE OF TRUNK HIGHWAY 55 EASTBOUND, STA 1457 AND 70,
 QO1161'20 FT. EAST OF CENTERLINE OF WEST FRONTAGE ROAD, 7 FT. SOUTH OF A
 QO1161'POWER POLE. IT IS 1.0 FT. EAST OF A STEEL WITNESS POST AT TRUNK
 QO1161'HIGHWAY 55 MILE MARKER 181.25.
 QO1161
 QO1161                          STATION RECOVERY (2001)
 QO1161
 QO1161'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 QO1161'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 QO1161
 QO1161                          STATION RECOVERY (2004)
 QO1161
 QO1161'RECOVERY NOTE BY US POWER SQUADRON 2004 (REA)
 QO1161'MARK NOT FOUND.
 QO1161
 QO1161                          STATION RECOVERY (2006)
 QO1161
 QO1161'RECOVERY NOTE BY MN DEPT OF TRANSP 2006 (DJS)
 QO1161'IN PLYMOUTH, 1.15 MILES SOUTHEAST ALONG TRUNK HIGHWAY 55 FROM THE
 QO1161'JUNCTION OF TRUNK HIGHWAY 55 AND INTERSTATE HIGHWAY 494, AT TRUNK
 QO1161'HIGHWAY 55 MILEPOINT 181.50, ABOUT 300 FEET WEST OF JUNCTION OF TRUNK
 QO1161'HIGHWAY 55 AND COUNTY ROAD 6, 150.0 FEET NORTH NORTHWEST CORNER OF
 QO1161'BUILDING NUMBER 12805, 66.0 FEET WEST OF EASTBOUND TRUNK HIGHWAY 55,
 QO1161'20.0 FEET EAST OF WEST FRONTAGE ROAD, 1.0 FOOT EAST OF WITNESS POST.
 QO1161
 QO1161                          STATION RECOVERY (2007)
 QO1161
 QO1161'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (WEF)
 QO1161'THE MARK IS LOCATED ABOUT 8.5 MI (13.7 KM) SOUTH-SOUTHWEST OF OSSEO,
 QO1161'5.3 MI (8.5 KM) NORTH OF HOPKINS AND 4.9 MI (7.9 KM) SOUTHEAST OF
 QO1161'HAMEL.
 QO1161'
 QO1161'TO REACH TO THE MARK IN PLYMOUTH, 1.15 MI (1.9 KM) SOUTHEAST ALONG
 QO1161'TRUNK HIGHWAY 55 FROM THE JUNCTION OF TRUNK HIGHWAY 55 AND INTERSTATE
 QO1161'HIGHWAY 494, AT TRUNK HIGHWAY 55 MILE POINT 181.50, ABOUT 300 FT (91.4
 QO1161'M) WEST OF THE JUNCTION OF TRUNK HIGHWAY 55 AND COUNTY ROAD 6, 150.0
 QO1161'FT (45.7 M) NORTH NORTHWEST CORNER OF BUILDING NUMBER 12805, 66 FT
 QO1161'(20.1 M) WEST OF EASTBOUND TRUNK HIGHWAY 55, 20 FT (6.1 M) EAST OF
 QO1161'WEST FRONTAGE ROAD, 1.0 FT (0.3 M) EAST OF A WITNESS POST.
 QO1161
 QO1161                          STATION RECOVERY (2008)
 QO1161
 QO1161'RECOVERY NOTE BY MN DEPT OF TRANSP 2008 (PJG)
 QO1161'THE MARK IS IN PLYMOUTH.
 QO1161'
 QO1161'TO REACH THE MARK GO 1.15 MI (1.9 KM) SOUTHEAST ALONG TRUNK HIGHWAY 55
 QO1161'FROM THE JUNCTION OF TRUNK HIGHWAY 55 AND INTERSTATE HIGHWAY 494, AT
 QO1161'TRUNK HIGHWAY 55 MILE POINT 181.50.
 QO1161'
 QO1161'IT IS ABOUT 300 FT (91.4 M) WEST OF THE JUNCTION OF TRUNK HIGHWAY 55
 QO1161'AND COUNTY ROAD 6, 150.0 FT (45.7 M) NORTH-NORTHWEST CORNER OF
 QO1161'BUILDING NUMBER 12805, 66 FT (20.1 M) WEST OF EASTBOUND TRUNK HIGHWAY
 QO1161'55, 20 FT (6.1 M) EAST OF WEST FRONTAGE ROAD, 1.0 FT (0.3 M) EAST OF A
 QO1161'WITNESS POST.
 QO1161
 QO1161                          STATION RECOVERY (2011)
 QO1161
 QO1161'RECOVERY NOTE BY MN DEPT OF TRANSP 2011 (MJA)
 QO1161'IN PLYMOUTH, 1.15 MILES SOUTHEAST ALONG TRUNK HIGHWAY 55 FROM JUNCTION
 QO1161'OF TRUNK HIGHWAY 55 AND INTERSTATE HIGHWAY 494, AT TRUNK HIGHWAY 55
 QO1161'MILEPOINT 181.50, ABOUT 300.0 FEET WEST OF JUNCTION OF TRUNK HIGHWAY
 QO1161'55 AND COUNTY ROAD 6, 150.0 FEET NORTH OF NORTHWEST CORNER OF BUILDING
 QO1161'NUMBER 12805, 66.0 FEET SOUTHWEST OF EASTBOUND TRUNK HIGHWAY 55, 20.0
 QO1161'FEET NORTHEAST OF WEST FRONTAGE ROAD, 1.0 FOOT EAST OF WITNESS POST.
 QO1161'DISK UNSTAMPED DUE TO DEPTH.
 QO1161
 QO1161                          STATION RECOVERY (2012)
 QO1161
 QO1161'RECOVERY NOTE BY MN DEPT OF TRANSP 2012 (GM)
 QO1161'RECOVERED AS DESCRIBED.
 QO1161
 QO1161                          STATION RECOVERY (2013)
 QO1161
 QO1161'RECOVERY NOTE BY MN DEPT OF TRANSP 2013 (DXS)
 QO1161'IN PLYMOUTH, 1.15 MILES SOUTHEAST ALONG TRUNK HIGHWAY 55 FROM JUNCTION
 QO1161'OF TRUNK HIGHWAY 55 AND INTERSTATE HIGHWAY 494, AT TRUNK HIGHWAY 55
 QO1161'MILEPOINT 181.50, ABOUT 300.0 FEET WEST OF JUNCTION OF TRUNK HIGHWAY
 QO1161'55 AND COUNTY ROAD 6, 150.0 FEET NORTH OF NORTHWEST CORNER OF BUILDING
 QO1161'NUMBER 12805, 66.0 FEET SOUTHWEST OF EASTBOUND TRUNK HIGHWAY 55, 20.0
 QO1161'FEET NORTHEAST OF WEST FRONTAGE ROAD, 1.0 FOOT EAST OF WITNESS POST.
 QO1161'DISK UNSTAMPED DUE TO DEPTH.
 QO1161
 QO1161                          STATION RECOVERY (2014)
 QO1161
 QO1161'RECOVERY NOTE BY MN DEPT OF TRANSP 2014 (MAS)
 QO1161'IN PLYMOUTH, 1.15 MI (1.9 KM) SOUTHEAST ALONG TRUNK HIGHWAY 55  FROM
 QO1161'THE JUNCTION OF TRUNK HIGHWAY 55 AND INTERSTATE HIGHWAY 494, AT TRUNK
 QO1161'HIGHWAY 55 MILE POINT 181.50, ABOUT 300.0 FT (91.4 M) WEST OF COUNTY
 QO1161'ROAD 6, 150.0 FT (45.7 M) NORTH OF THE NORTHWEST CORNER OF BUILDING
 QO1161'NUMBER 12805, 66.0 FT (20.1 M) SOUTHWEST OF EASTBOUND TRUNK HIGHWAY
 QO1161'55, 20.0 FT (6.1 M) NORTHEAST OF WEST FRONTAGE ROAD, 1.0 FT (0.3 M)
 QO1161'EAST OF A WITNESS POST.  DISK UNSTAMPED DUE TO DEPTH.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 PP2032 ***********************************************************************
 PP2032  DESIGNATION -  2723 Y 2
 PP2032  PID         -  PP2032
 PP2032  STATE/COUNTY-  MN/HENNEPIN
 PP2032  COUNTRY     -  US
 PP2032  USGS QUAD   -  HOPKINS (2019)
 PP2032
 PP2032                         *CURRENT SURVEY CONTROL
 PP2032  ______________________________________________________________________
 PP2032* NAD 83(1986) POSITION- 44 59 45.19   (N) 093 26 16.14   (W)   HD_HELD1
 PP2032* NAVD 88 ORTHO HEIGHT -   290.643 (meters)      953.55  (feet) ADJUSTED
 PP2032  ______________________________________________________________________
 PP2032  GEOID HEIGHT    -        -26.991 (meters)                     GEOID18
 PP2032  DYNAMIC HEIGHT  -        290.639 (meters)      953.54  (feet) COMP
 PP2032  MODELED GRAVITY -    980,596.4   (mgal)                       NAVD 88
 PP2032
 PP2032  VERT ORDER      -  SECOND    CLASS I
 PP2032
 PP2032.The horizontal coordinates were determined by differentially corrected
 PP2032.hand held GPS observations or other comparable positioning techniques
 PP2032.and have an estimated accuracy of +/- 3 meters.
 PP2032
 PP2032.The orthometric height was determined by differential leveling and
 PP2032.adjusted by the NATIONAL GEODETIC SURVEY
 PP2032.in June 1991.
 PP2032
 PP2032.Significant digits in the geoid height do not necessarily reflect accuracy.
 PP2032.GEOID18 height accuracy estimate available here.
 PP2032
 PP2032.Click photographs - Photos may exist for this station.
 PP2032
 PP2032.The dynamic height is computed by dividing the NAVD 88
 PP2032.geopotential number by the normal gravity value computed on the
 PP2032.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP2032.degrees latitude (g = 980.6199 gals.).
 PP2032
 PP2032.The modeled gravity was interpolated from observed gravity values.
 PP2032
 PP2032;                    North         East    Units  Estimated Accuracy
 PP2032;SPC MN S     -   321,922.0     844,327.4     MT  (+/- 3 meters HH1 GPS) 
 PP2032
 PP2032_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK6549082586(NAD 83)
 PP2032
 PP2032                          SUPERSEDED SURVEY CONTROL
 PP2032
 PP2032.No superseded survey control is available for this station.
 PP2032
 PP2032_MARKER: DB = BENCH MARK DISK
 PP2032_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 PP2032_SP_SET: BRIDGE RAILING
 PP2032_STAMPING: 2723 Y 2 1978
 PP2032_MARK LOGO: MNHD
 PP2032_MAGNETIC: N = NO MAGNETIC MATERIAL
 PP2032_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PP2032_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 PP2032+SATELLITE: SATELLITE OBSERVATIONS - November 15, 2011
 PP2032
 PP2032  HISTORY     - Date     Condition        Report By
 PP2032  HISTORY     - 1978     MONUMENTED       MNDT
 PP2032  HISTORY     - 1979     GOOD             MNDT
 PP2032  HISTORY     - 20010331 GOOD             NGS
 PP2032  HISTORY     - 20070919 GOOD             MNDT
 PP2032  HISTORY     - 20111115 GOOD             MNDT
 PP2032
 PP2032                          STATION DESCRIPTION
 PP2032
 PP2032'DESCRIBED BY MN DEPT OF TRANSP 1979
 PP2032'IN PLYMOUTH.
 PP2032'THE MARK IS 1.5 MILES SOUTHEAST MEASURED ALONG TRUNK HIGHWAY 55 FROM
 PP2032'THE JUNCTION OF TRUNK HIGHWAY 55 AND FAI 494. IT IS SET IN THE TOP OF
 PP2032'THE CRASHRAIL IN THE NORTHEAST CORNER OF BRIDGE NO. 6721, TRUNK
 PP2032'HIGHWAY 55 WESTBOUND OVER THE CHICAGO AND NORTHWESTERN RAILWAY. AT
 PP2032'TRUNK HIGHWAY 55 MILE MARKER 181.65.
 PP2032
 PP2032                          STATION RECOVERY (2001)
 PP2032
 PP2032'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 PP2032'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 PP2032
 PP2032                          STATION RECOVERY (2007)
 PP2032
 PP2032'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (WEF)
 PP2032'THE MARK IS LOCATED ABOUT 8.6 MI (13.8 KM) WEST OF MINNEAPOLIS, 5.3 MI
 PP2032'(8.5 KM) SOUTHEAST OF HAMEL AND 5.0 MI (8.0 KM) NORTH-NORTHEAST OF
 PP2032'HOPKINS.
 PP2032'
 PP2032'TO REACH TO THE MARK IN PLYMOUTH, 1.5 MI (2.4 KM) SOUTHEAST OF THE
 PP2032'JUNCTION OF TRUNK HIGHWAY 55 AND INTERSTATE HIGHWAY 494, IN CRASH WALL
 PP2032'AT NORTHEAST CORNER OF WESTBOUND TRUNK HIGHWAY 55 BRIDGE 6721 OVER
 PP2032'RAILROAD, AT TRUNK HIGHWAY 55 MILE POINT 181.65.
 PP2032
 PP2032                          STATION RECOVERY (2011)
 PP2032
 PP2032'RECOVERY NOTE BY MN DEPT OF TRANSP 2011 (MJA)
 PP2032'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 PP2035 ***********************************************************************
 PP2035  DESIGNATION -  2723 Z
 PP2035  PID         -  PP2035
 PP2035  STATE/COUNTY-  MN/HENNEPIN
 PP2035  COUNTRY     -  US
 PP2035  USGS QUAD   -  HOPKINS (2019)
 PP2035
 PP2035                         *CURRENT SURVEY CONTROL
 PP2035  ______________________________________________________________________
 PP2035* NAD 83(2011) POSITION- 44 59 23.94619(N) 093 25 49.30817(W)   ADJUSTED
 PP2035* NAD 83(2011) ELLIP HT-   256.825 (meters)        (01/24/14)   ADJUSTED
 PP2035* NAD 83(2011) EPOCH   -  2010.00
 PP2035* NAVD 88 ORTHO HEIGHT -   283.806 (meters)      931.12  (feet) ADJUSTED
 PP2035  ______________________________________________________________________
 PP2035  GEOID HEIGHT    -        -26.979 (meters)                     GEOID18
 PP2035  NAD 83(2011) X  -   -270,369.691 (meters)                     COMP
 PP2035  NAD 83(2011) Y  - -4,510,463.350 (meters)                     COMP
 PP2035  NAD 83(2011) Z  -  4,486,742.917 (meters)                     COMP
 PP2035  LAPLACE CORR    -         -1.22  (seconds)                    DEFLEC18
 PP2035  DYNAMIC HEIGHT  -        283.803 (meters)      931.11  (feet) COMP
 PP2035  MODELED GRAVITY -    980,596.4   (mgal)                       NAVD 88
 PP2035
 PP2035  VERT ORDER      -  SECOND    CLASS I
 PP2035
 PP2035  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 PP2035  Standards:
 PP2035         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 PP2035            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 PP2035  -------------------------------------------------------------------
 PP2035  NETWORK    0.45   0.78           0.21   0.15   0.40      0.06054803
 PP2035  -------------------------------------------------------------------
 PP2035  Click here for local accuracies and other accuracy information.
 PP2035
 PP2035.The horizontal coordinates were established by GPS observations
 PP2035.and adjusted by the MN DEPT OF TRANSP in January 2014.
 PP2035
 PP2035.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 PP2035.been affixed to the stable North American tectonic plate. See 
 PP2035.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 PP2035
 PP2035.The horizontal coordinates are valid at the epoch date displayed above
 PP2035.which is a decimal equivalence of Year/Month/Day.
 PP2035
 PP2035.The orthometric height was determined by differential leveling and
 PP2035.adjusted by the NATIONAL GEODETIC SURVEY
 PP2035.in June 1991.
 PP2035
 PP2035.Significant digits in the geoid height do not necessarily reflect accuracy.
 PP2035.GEOID18 height accuracy estimate available here.
 PP2035
 PP2035.Click photographs - Photos may exist for this station.
 PP2035
 PP2035.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 PP2035
 PP2035.The Laplace correction was computed from DEFLEC18 derived deflections.
 PP2035
 PP2035.The ellipsoidal height was determined by GPS observations
 PP2035.and is referenced to NAD 83.
 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. The following values were computed from the NAD 83(2011) position.
 PP2035
 PP2035;                    North         East     Units Scale Factor Converg.
 PP2035;SPC MN S     -   321,270.358   844,919.634   MT  0.99995836   +0 23 57.4
 PP2035;SPC MN S     - 1,054,034.50  2,772,040.50   sFT  0.99995836   +0 23 57.4
 PP2035;UTM  15      - 4,981,927.945   466,074.874   MT  0.99961415   -0 18 15.3
 PP2035
 PP2035!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PP2035!SPC MN S     -   0.99995973  x   0.99995836  =   0.99991810
 PP2035!UTM  15      -   0.99995973  x   0.99961415  =   0.99957390
 PP2035
 PP2035_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK6607481927(NAD 83)
 PP2035
 PP2035|---------------------------------------------------------------------|
 PP2035| PID    Reference Object                     Distance      Geod. Az  |
 PP2035|                                                           dddmmss.s |
 PP2035| DP1285 HONEY                               122.780 METERS 10846     |
 PP2035|---------------------------------------------------------------------|
 PP2035
 PP2035                          SUPERSEDED SURVEY CONTROL
 PP2035
 PP2035.No superseded survey control is available for this station.
 PP2035
 PP2035_MARKER: DV = VERTICAL CONTROL DISK
 PP2035_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 PP2035+WITH SETTING: INTO GROUND
 PP2035_STAMPING: 2723 Z 1978
 PP2035_MARK LOGO: MNHD
 PP2035_PROJECTION: RECESSED 30 CENTIMETERS
 PP2035_MAGNETIC: I = MARKER IS A STEEL ROD
 PP2035_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PP2035_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PP2035+SATELLITE: SATELLITE OBSERVATIONS - June 09, 2014
 PP2035_ROD/PIPE-DEPTH: 2.4 meters
 PP2035
 PP2035  HISTORY     - Date     Condition        Report By
 PP2035  HISTORY     - 19780401 MONUMENTED       MNHD
 PP2035  HISTORY     - 1979     GOOD             MNDT
 PP2035  HISTORY     - 20010331 GOOD             NGS
 PP2035  HISTORY     - 20070829 GOOD             MNDT
 PP2035  HISTORY     - 20111228 GOOD             MNDT
 PP2035  HISTORY     - 20140609 GOOD             MNDT
 PP2035
 PP2035                          STATION DESCRIPTION
 PP2035
 PP2035'DESCRIBED BY MN DEPT OF TRANSP 1979
 PP2035'IN PLYMOUTH.
 PP2035'THE MARK IS 1.3 MILES NORTHWEST MEASURED ALONG TRUNK HIGHWAY 55 FROM
 PP2035'THE JUNCTION OF TRUNK HIGHWAY 55 AND CSAH 18. IT IS 95 FT. NORTHEAST
 PP2035'OF A POWER POLE, 87 FT. NORTH OF THE CENTERLINE OF THE SOUTH FRONTAGE
 PP2035'ROAD, 72 FT. SOUTH OF THE CENTERLINE OF TRUNK HIGHWAY 55 EASTBOUND,
 PP2035'STATION 1506 AND 90, 70 FT. WEST OF A CROSS OVER GOLDENROD LANE
 PP2035'BETWEEN SOUTH FRONTAGE ROAD AND TRUNK HIGHWAY 55 EASTBOUND. IT IS
 PP2035'1.0 FT. NORTH OF A STEEL WITNESS POST AT TRUNK HIGHWAY 55 MILE MARKER
 PP2035'182.3.
 PP2035
 PP2035                          STATION RECOVERY (2001)
 PP2035
 PP2035'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 PP2035'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 PP2035
 PP2035                          STATION RECOVERY (2007)
 PP2035
 PP2035'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (NJV)
 PP2035'THE MARK IS LOCATED ABOUT 8.2 MI (13.2 KM) WEST OF MINNEAPOLIS, 5.9 MI
 PP2035'(9.5 KM) SOUTHEAST OF HAMEL AND 4.7 MI (7.6 KM) NORTH-NORTHEAST OF
 PP2035'HOPKINS.
 PP2035'
 PP2035'TO REACH TO THE MARK IN PLYMOUTH, 1.3 MI (2.1 KM) NORTHWEST OF THE
 PP2035'JUNCTION OF TRUNK HIGHWAY 55 AND COUNTY ROAD 18, 72 FT (21.9 M) SOUTH
 PP2035'OF EASTBOUND TRUNK HIGHWAY 55, 87 FT (26.5 M) NORTH OF SOUTH FRONTAGE
 PP2035'ROAD, AT TRUNK HIGHWAY 55 MILE POINT 182.3, 95 FT (29.0 M) NORTHEAST
 PP2035'OF POWER POLE, 70 FT (21.3 M) WEST OF CROSSOVER (GOLDENROD LANE), 2.0
 PP2035'FT (0.6 M) NORTH OF A WITNESS POST.
 PP2035
 PP2035                          STATION RECOVERY (2011)
 PP2035
 PP2035'RECOVERY NOTE BY MN DEPT OF TRANSP 2011 (MJA)
 PP2035'IN PLYMOUTH, 1.3 MILES NORTHWEST OF JUNCTION OF TRUNK HIGHWAY 55 AND
 PP2035'TRUNK HIGHWAY 169, 72 FEET SOUTH OF EASTBOUND TRUNK HIGHWAY 55, 87
 PP2035'FEET NORTH OF SOUTH FRONTAGE ROAD, AT TRUNK HIGHWAY 55 MILEPOINT
 PP2035'182.3, 95 FEET NORTHEAST OF POWER POLE, 70 FEET WEST OF CROSSOVER
 PP2035'(GOLDENROD LANE), 2.0 FEET NORTH OF WITNESS POST.
 PP2035
 PP2035                          STATION RECOVERY (2014)
 PP2035
 PP2035'RECOVERY NOTE BY MN DEPT OF TRANSP 2014 (DAS)
 PP2035'IN PLYMOUTH, 1.3 MI (2.1 KM) NORTHWEST OF THE JUNCTION OF TRUNK
 PP2035'HIGHWAY 55 AND TRUNK HIGHWAY 169, AT TRUNK HIGHWAY 55 MILE POINT
 PP2035'182.3, 72 FT (21.9 M) SOUTH OF EASTBOUND TRUNK HIGHWAY 55, 87 FT (26.5
 PP2035'M) NORTH OF SOUTH FRONTAGE ROAD, 95 FT (29.0 M) NORTHEAST OF POWER
 PP2035'POLE, 70 FT (21.3 M) WEST OF CROSSOVER (GOLDENROD LANE), 2.0 FT (0.6
 PP2035'M) NORTH OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DQ8756 ***********************************************************************
 DQ8756  DESIGNATION -  2724 A
 DQ8756  PID         -  DQ8756
 DQ8756  STATE/COUNTY-  MN/HENNEPIN
 DQ8756  COUNTRY     -  US
 DQ8756  USGS QUAD   -  SAINT PAUL WEST (2019)
 DQ8756
 DQ8756                         *CURRENT SURVEY CONTROL
 DQ8756  ______________________________________________________________________
 DQ8756* NAD 83(2011) POSITION- 44 54 59.33300(N) 093 12 51.94316(W)   ADJUSTED
 DQ8756* NAD 83(2011) ELLIP HT-   224.088 (meters)        (07/28/20)   ADJUSTED
 DQ8756* NAD 83(2011) EPOCH   -  2010.00
 DQ8756* NAVD 88 ORTHO HEIGHT -   251.304 (meters)      824.49  (feet) ADJUSTED
 DQ8756  ______________________________________________________________________
 DQ8756  GEOID HEIGHT    -        -27.222 (meters)                     GEOID18
 DQ8756  NAD 83(2011) X  -   -253,691.231 (meters)                     COMP
 DQ8756  NAD 83(2011) Y  - -4,517,189.586 (meters)                     COMP
 DQ8756  NAD 83(2011) Z  -  4,480,938.837 (meters)                     COMP
 DQ8756  LAPLACE CORR    -         -4.37  (seconds)                    DEFLEC18
 DQ8756  DYNAMIC HEIGHT  -        251.296 (meters)      824.46  (feet) COMP
 DQ8756  MODELED GRAVITY -    980,580.4   (mgal)                       NAVD 88
 DQ8756
 DQ8756  VERT ORDER      -  SECOND    CLASS I
 DQ8756
 DQ8756  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DQ8756  Standards:
 DQ8756         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DQ8756            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DQ8756  -------------------------------------------------------------------
 DQ8756  NETWORK    0.53   0.98           0.24   0.18   0.50     -0.14724410
 DQ8756  -------------------------------------------------------------------
 DQ8756  Click here for local accuracies and other accuracy information.
 DQ8756
 DQ8756.The horizontal coordinates were established by GPS observations
 DQ8756.and adjusted by the MN DEPT OF TRANSP in July 2020.
 DQ8756
 DQ8756.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DQ8756.been affixed to the stable North American tectonic plate. See 
 DQ8756.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DQ8756
 DQ8756.The horizontal coordinates are valid at the epoch date displayed above
 DQ8756.which is a decimal equivalence of Year/Month/Day.
 DQ8756
 DQ8756.The orthometric height was determined by differential leveling and
 DQ8756.adjusted by the NATIONAL GEODETIC SURVEY
 DQ8756.in August 2020.
 DQ8756
 DQ8756.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ8756.GEOID18 height accuracy estimate available here.
 DQ8756
 DQ8756.Click photographs - Photos may exist for this station.
 DQ8756
 DQ8756.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DQ8756
 DQ8756.The Laplace correction was computed from DEFLEC18 derived deflections.
 DQ8756
 DQ8756.The ellipsoidal height was determined by GPS observations
 DQ8756.and is referenced to NAD 83.
 DQ8756
 DQ8756.The dynamic height is computed by dividing the NAVD 88
 DQ8756.geopotential number by the normal gravity value computed on the
 DQ8756.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ8756.degrees latitude (g = 980.6199 gals.).
 DQ8756
 DQ8756.The modeled gravity was interpolated from observed gravity values.
 DQ8756
 DQ8756. The following values were computed from the NAD 83(2011) position.
 DQ8756
 DQ8756;                    North         East     Units Scale Factor Converg.
 DQ8756;SPC MN S     -   313,243.743   862,025.568   MT  0.99994824   +0 33 02.3
 DQ8756;SPC MN S     - 1,027,700.51  2,828,162.22   sFT  0.99994824   +0 33 02.3
 DQ8756;UTM  15      - 4,973,694.971   483,075.208   MT  0.99960352   -0 09 05.1
 DQ8756
 DQ8756!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DQ8756!SPC MN S     -   0.99996487  x   0.99994824  =   0.99991311
 DQ8756!UTM  15      -   0.99996487  x   0.99960352  =   0.99956840
 DQ8756
 DQ8756_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK8307573694(NAD 83)
 DQ8756
 DQ8756                          SUPERSEDED SURVEY CONTROL
 DQ8756
 DQ8756.No superseded survey control is available for this station.
 DQ8756
 DQ8756_MARKER: F = FLANGE-ENCASED ROD
 DQ8756_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DQ8756_STAMPING: 2724 A 2017
 DQ8756_MARK LOGO: MNDT
 DQ8756_PROJECTION: RECESSED 3 CENTIMETERS
 DQ8756_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DQ8756_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ8756_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ8756+SATELLITE: SATELLITE OBSERVATIONS - August 22, 2018
 DQ8756_ROD/PIPE-DEPTH: 5.8 meters
 DQ8756
 DQ8756  HISTORY     - Date     Condition        Report By
 DQ8756  HISTORY     - 20171030 MONUMENTED       MNDT
 DQ8756  HISTORY     - 20180822 GOOD             MNDT
 DQ8756
 DQ8756                          STATION DESCRIPTION
 DQ8756
 DQ8756'DESCRIBED BY MN DEPT OF TRANSP 2017
 DQ8756'THE STATION IS LOCATED ABOUT 6.6 MI (10.6 KM) NORTHEAST OF
 DQ8756'BLOOMINGTON, 6.3 MI (10.1 KM) WEST-SOUTHWEST OF SAINT PAUL AND 5.0 MI
 DQ8756'(8.0 KM) SOUTH-SOUTHEAST OF MINNEAPOLIS.
 DQ8756'
 DQ8756'TO REACH THE MARK GO 0.2 MI (0.3 KM) EAST ALONG EAST 46TH STREET FROM
 DQ8756'THE JUNCTION OF EAST 46TH STREET AND TRUNK HIGHWAY 55 (HIAWATHA
 DQ8756'AVENUE) IN MINNEAPOLIS, THEN 0.25 MI (0.40 KM) SOUTHEAST ON MINNEHAHA
 DQ8756'AVENUE, THEN 0.05 MI (0.08 KM) WEST ON EAST MINNEHAHA PARKWAY.
 DQ8756'
 DQ8756'THE MARK IS LOCATED 181.2 FT (55.2 M) EAST OF NORTHBOUND TRUNK HIGHWAY
 DQ8756'55, 106.0 FT (32.3 M) SOUTH OF NAWADAHA BOULEVARD, 38.3 FT (11.7 M)
 DQ8756'NORTH OF EAST MINNEHAHA PARKWAY, 10.5 FT (3.2 M) EAST OF THE EAST EDGE
 DQ8756'OF A SIDEWALK, 10.0 FT (3.0 M) NORTH OF A BIKE PATH, 1.5 FT (0.5 M)
 DQ8756'SOUTH OF A WITNESS POST.
 DQ8756'
 DQ8756'NOTE-THE STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM ROD
 DQ8756'DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION REMOVABLE DISK
 DQ8756'SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH PVC
 DQ8756'PIPE BACK FILLED WITH WASHED SAND.
 DQ8756
 DQ8756                          STATION RECOVERY (2018)
 DQ8756
 DQ8756'RECOVERY NOTE BY MN DEPT OF TRANSP 2018 (KXV)
 DQ8756'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DQ8755 ***********************************************************************
 DQ8755  DESIGNATION -  2724 B
 DQ8755  PID         -  DQ8755
 DQ8755  STATE/COUNTY-  MN/HENNEPIN
 DQ8755  COUNTRY     -  US
 DQ8755  USGS QUAD   -  SAINT PAUL WEST (2019)
 DQ8755
 DQ8755                         *CURRENT SURVEY CONTROL
 DQ8755  ______________________________________________________________________
 DQ8755* NAD 83(2011) POSITION- 44 55 42.91341(N) 093 13 28.20243(W)   ADJUSTED
 DQ8755* NAD 83(2011) ELLIP HT-   227.487 (meters)        (07/28/20)   ADJUSTED
 DQ8755* NAD 83(2011) EPOCH   -  2010.00
 DQ8755* NAVD 88 ORTHO HEIGHT -   254.675 (meters)      835.55  (feet) ADJUSTED
 DQ8755  ______________________________________________________________________
 DQ8755  GEOID HEIGHT    -        -27.203 (meters)                     GEOID18
 DQ8755  NAD 83(2011) X  -   -254,432.001 (meters)                     COMP
 DQ8755  NAD 83(2011) Y  - -4,516,198.805 (meters)                     COMP
 DQ8755  NAD 83(2011) Z  -  4,481,893.831 (meters)                     COMP
 DQ8755  LAPLACE CORR    -         -4.09  (seconds)                    DEFLEC18
 DQ8755  DYNAMIC HEIGHT  -        254.668 (meters)      835.52  (feet) COMP
 DQ8755  MODELED GRAVITY -    980,580.7   (mgal)                       NAVD 88
 DQ8755
 DQ8755  VERT ORDER      -  SECOND    CLASS I
 DQ8755
 DQ8755  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DQ8755  Standards:
 DQ8755         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DQ8755            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DQ8755  -------------------------------------------------------------------
 DQ8755  NETWORK    0.53   0.98           0.24   0.18   0.50     -0.15150671
 DQ8755  -------------------------------------------------------------------
 DQ8755  Click here for local accuracies and other accuracy information.
 DQ8755
 DQ8755.The horizontal coordinates were established by GPS observations
 DQ8755.and adjusted by the MN DEPT OF TRANSP in July 2020.
 DQ8755
 DQ8755.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DQ8755.been affixed to the stable North American tectonic plate. See 
 DQ8755.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DQ8755
 DQ8755.The horizontal coordinates are valid at the epoch date displayed above
 DQ8755.which is a decimal equivalence of Year/Month/Day.
 DQ8755
 DQ8755.The orthometric height was determined by differential leveling and
 DQ8755.adjusted by the NATIONAL GEODETIC SURVEY
 DQ8755.in August 2020.
 DQ8755
 DQ8755.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ8755.GEOID18 height accuracy estimate available here.
 DQ8755
 DQ8755.Click photographs - Photos may exist for this station.
 DQ8755
 DQ8755.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DQ8755
 DQ8755.The Laplace correction was computed from DEFLEC18 derived deflections.
 DQ8755
 DQ8755.The ellipsoidal height was determined by GPS observations
 DQ8755.and is referenced to NAD 83.
 DQ8755
 DQ8755.The dynamic height is computed by dividing the NAVD 88
 DQ8755.geopotential number by the normal gravity value computed on the
 DQ8755.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ8755.degrees latitude (g = 980.6199 gals.).
 DQ8755
 DQ8755.The modeled gravity was interpolated from observed gravity values.
 DQ8755
 DQ8755. The following values were computed from the NAD 83(2011) position.
 DQ8755
 DQ8755;                    North         East     Units Scale Factor Converg.
 DQ8755;SPC MN S     -   314,581.327   861,217.583   MT  0.99994980   +0 32 36.8
 DQ8755;SPC MN S     - 1,032,088.90  2,825,511.35   sFT  0.99994980   +0 32 36.8
 DQ8755;UTM  15      - 4,975,041.889   482,283.947   MT  0.99960386   -0 09 30.8
 DQ8755
 DQ8755!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DQ8755!SPC MN S     -   0.99996433  x   0.99994980  =   0.99991414
 DQ8755!UTM  15      -   0.99996433  x   0.99960386  =   0.99956821
 DQ8755
 DQ8755_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK8228375041(NAD 83)
 DQ8755
 DQ8755                          SUPERSEDED SURVEY CONTROL
 DQ8755
 DQ8755.No superseded survey control is available for this station.
 DQ8755
 DQ8755_MARKER: F = FLANGE-ENCASED ROD
 DQ8755_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DQ8755_STAMPING: 2724 B 2017
 DQ8755_MARK LOGO: MNDT
 DQ8755_PROJECTION: RECESSED 8 CENTIMETERS
 DQ8755_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DQ8755_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ8755_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ8755+SATELLITE: SATELLITE OBSERVATIONS - August 22, 2018
 DQ8755_ROD/PIPE-DEPTH: 11.6 meters
 DQ8755
 DQ8755  HISTORY     - Date     Condition        Report By
 DQ8755  HISTORY     - 20171030 MONUMENTED       MNDT
 DQ8755  HISTORY     - 20180822 GOOD             MNDT
 DQ8755
 DQ8755                          STATION DESCRIPTION
 DQ8755
 DQ8755'DESCRIBED BY MN DEPT OF TRANSP 2017
 DQ8755'THE STATION IS LOCATED ABOUT 7.1 MI (11.4 KM) NORTH-NORTHEAST OF
 DQ8755'BLOOMINGTON, 6.5 MI (10.5 KM) WEST OF SAINT PAUL AND 4.0 MI (6.4 KM)
 DQ8755'SOUTH-SOUTHEAST OF MINNEAPOLIS.
 DQ8755'
 DQ8755'TO REACH THE MARK AT THE JUNCTION OF NORTHBOUND TRUNK HIGHWAY 55
 DQ8755'(HIAWATHA AVENUE) AND EAST 41ST STREET IN MINNEAPOLIS.
 DQ8755'
 DQ8755'THE MARK IS LOCATED 60.0 FT (18.3 M) NORTHEAST OF NORTHBOUND TRUNK
 DQ8755'HIGHWAY 55, 53.7 FT (16.4 M) SOUTH OF EAST 41ST STREET, 4.3 FT (1.3 M)
 DQ8755'NORTH OF A WITNESS POST.
 DQ8755'
 DQ8755'NOTE-THE STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM ROD
 DQ8755'DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION REMOVABLE DISK
 DQ8755'SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH PVC
 DQ8755'PIPE BACK FILLED WITH WASHED SAND.
 DQ8755
 DQ8755                          STATION RECOVERY (2018)
 DQ8755
 DQ8755'RECOVERY NOTE BY MN DEPT OF TRANSP 2018 (KXV)
 DQ8755'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DQ8753 ***********************************************************************
 DQ8753  DESIGNATION -  2724 D
 DQ8753  PID         -  DQ8753
 DQ8753  STATE/COUNTY-  MN/HENNEPIN
 DQ8753  COUNTRY     -  US
 DQ8753  USGS QUAD   -  SAINT PAUL WEST (2019)
 DQ8753
 DQ8753                         *CURRENT SURVEY CONTROL
 DQ8753  ______________________________________________________________________
 DQ8753* NAD 83(2011) POSITION- 44 57 06.27102(N) 093 14 33.17327(W)   ADJUSTED
 DQ8753* NAD 83(2011) ELLIP HT-   230.253 (meters)        (07/28/20)   ADJUSTED
 DQ8753* NAD 83(2011) EPOCH   -  2010.00
 DQ8753* NAVD 88 ORTHO HEIGHT -   257.422 (meters)      844.56  (feet) ADJUSTED
 DQ8753  ______________________________________________________________________
 DQ8753  GEOID HEIGHT    -        -27.176 (meters)                     GEOID18
 DQ8753  NAD 83(2011) X  -   -255,751.831 (meters)                     COMP
 DQ8753  NAD 83(2011) Y  - -4,514,305.600 (meters)                     COMP
 DQ8753  NAD 83(2011) Z  -  4,483,717.289 (meters)                     COMP
 DQ8753  LAPLACE CORR    -         -3.77  (seconds)                    DEFLEC18
 DQ8753  DYNAMIC HEIGHT  -        257.415 (meters)      844.54  (feet) COMP
 DQ8753  MODELED GRAVITY -    980,581.9   (mgal)                       NAVD 88
 DQ8753
 DQ8753  VERT ORDER      -  SECOND    CLASS I
 DQ8753
 DQ8753  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DQ8753  Standards:
 DQ8753         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DQ8753            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DQ8753  -------------------------------------------------------------------
 DQ8753  NETWORK    0.51   0.96           0.23   0.18   0.49     -0.14669346
 DQ8753  -------------------------------------------------------------------
 DQ8753  Click here for local accuracies and other accuracy information.
 DQ8753
 DQ8753.The horizontal coordinates were established by GPS observations
 DQ8753.and adjusted by the MN DEPT OF TRANSP in July 2020.
 DQ8753
 DQ8753.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DQ8753.been affixed to the stable North American tectonic plate. See 
 DQ8753.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DQ8753
 DQ8753.The horizontal coordinates are valid at the epoch date displayed above
 DQ8753.which is a decimal equivalence of Year/Month/Day.
 DQ8753
 DQ8753.The orthometric height was determined by differential leveling and
 DQ8753.adjusted by the NATIONAL GEODETIC SURVEY
 DQ8753.in August 2020.
 DQ8753
 DQ8753.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ8753.GEOID18 height accuracy estimate available here.
 DQ8753
 DQ8753.Click photographs - Photos may exist for this station.
 DQ8753
 DQ8753.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DQ8753
 DQ8753.The Laplace correction was computed from DEFLEC18 derived deflections.
 DQ8753
 DQ8753.The ellipsoidal height was determined by GPS observations
 DQ8753.and is referenced to NAD 83.
 DQ8753
 DQ8753.The dynamic height is computed by dividing the NAVD 88
 DQ8753.geopotential number by the normal gravity value computed on the
 DQ8753.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ8753.degrees latitude (g = 980.6199 gals.).
 DQ8753
 DQ8753.The modeled gravity was interpolated from observed gravity values.
 DQ8753
 DQ8753. The following values were computed from the NAD 83(2011) position.
 DQ8753
 DQ8753;                    North         East     Units Scale Factor Converg.
 DQ8753;SPC MN S     -   317,140.950   859,769.123   MT  0.99995289   +0 31 51.3
 DQ8753;SPC MN S     - 1,040,486.60  2,820,759.20   sFT  0.99995289   +0 31 51.3
 DQ8753;UTM  15      - 4,977,618.177   480,867.457   MT  0.99960450   -0 10 16.9
 DQ8753
 DQ8753!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DQ8753!SPC MN S     -   0.99996390  x   0.99995289  =   0.99991679
 DQ8753!UTM  15      -   0.99996390  x   0.99960450  =   0.99956841
 DQ8753
 DQ8753_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK8086777618(NAD 83)
 DQ8753
 DQ8753                          SUPERSEDED SURVEY CONTROL
 DQ8753
 DQ8753.No superseded survey control is available for this station.
 DQ8753
 DQ8753_MARKER: F = FLANGE-ENCASED ROD
 DQ8753_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DQ8753_STAMPING: 2724 D 2017
 DQ8753_MARK LOGO: MNDT
 DQ8753_PROJECTION: RECESSED 8 CENTIMETERS
 DQ8753_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DQ8753_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ8753_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ8753+SATELLITE: SATELLITE OBSERVATIONS - August 22, 2018
 DQ8753_ROD/PIPE-DEPTH: 14.3 meters
 DQ8753
 DQ8753  HISTORY     - Date     Condition        Report By
 DQ8753  HISTORY     - 20171102 MONUMENTED       MNDT
 DQ8753  HISTORY     - 20180822 GOOD             MNDT
 DQ8753
 DQ8753                          STATION DESCRIPTION
 DQ8753
 DQ8753'DESCRIBED BY MN DEPT OF TRANSP 2017
 DQ8753'THE STATION IS LOCATED ABOUT 8.1 MI (13.0 KM) SOUTH-SOUTHWEST OF NEW
 DQ8753'BRIGHTON, 7.3 MI (11.7 KM) WEST OF SAINT PAUL AND 2.2 MI (3.5 KM)
 DQ8753'SOUTH-SOUTHEAST OF MINNEAPOLIS.
 DQ8753'
 DQ8753'TO REACH THE MARK GO 0.1 MI (0.2 KM) WEST ALONG EAST 28TH STREET FROM
 DQ8753'THE JUNCTION OF EAST 28TH STREET AND NORTHBOUND TRUNK HIGHWAY 55
 DQ8753'(HIAWATHA AVENUE) IN MINNEAPOLIS.
 DQ8753'
 DQ8753'THE MARK IS LOCATED 79.6 FT (24.3 M) SOUTH OF EAST 28TH STREET, 32.0
 DQ8753'FT (9.8 M) EAST OF SOUTH 21ST AVENUE, 1.5 FT (0.5 M) SOUTH OF A
 DQ8753'WITNESS POST.
 DQ8753'
 DQ8753'NOTE-THE STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM ROD
 DQ8753'DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION REMOVABLE DISK
 DQ8753'SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH PVC
 DQ8753'PIPE BACK FILLED WITH WASHED SAND.
 DQ8753
 DQ8753                          STATION RECOVERY (2018)
 DQ8753
 DQ8753'RECOVERY NOTE BY MN DEPT OF TRANSP 2018 (KXS)
 DQ8753'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DQ8752 ***********************************************************************
 DQ8752  DESIGNATION -  2724 E
 DQ8752  PID         -  DQ8752
 DQ8752  STATE/COUNTY-  MN/HENNEPIN
 DQ8752  COUNTRY     -  US
 DQ8752  USGS QUAD   -  MINNEAPOLIS SOUTH (2019)
 DQ8752
 DQ8752                         *CURRENT SURVEY CONTROL
 DQ8752  ______________________________________________________________________
 DQ8752* NAD 83(2011) POSITION- 44 57 53.99920(N) 093 15 07.60391(W)   ADJUSTED
 DQ8752* NAD 83(2011) ELLIP HT-   232.414 (meters)        (07/28/20)   ADJUSTED
 DQ8752* NAD 83(2011) EPOCH   -  2010.00
 DQ8752* NAVD 88 ORTHO HEIGHT -   259.575 (meters)      851.62  (feet) ADJUSTED
 DQ8752  ______________________________________________________________________
 DQ8752  GEOID HEIGHT    -        -27.166 (meters)                     GEOID18
 DQ8752  NAD 83(2011) X  -   -256,446.401 (meters)                     COMP
 DQ8752  NAD 83(2011) Y  - -4,513,224.949 (meters)                     COMP
 DQ8752  NAD 83(2011) Z  -  4,484,761.430 (meters)                     COMP
 DQ8752  LAPLACE CORR    -         -3.72  (seconds)                    DEFLEC18
 DQ8752  DYNAMIC HEIGHT  -        259.569 (meters)      851.60  (feet) COMP
 DQ8752  MODELED GRAVITY -    980,583.1   (mgal)                       NAVD 88
 DQ8752
 DQ8752  VERT ORDER      -  SECOND    CLASS I
 DQ8752
 DQ8752  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DQ8752  Standards:
 DQ8752         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DQ8752            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DQ8752  -------------------------------------------------------------------
 DQ8752  NETWORK    0.53   0.98           0.24   0.18   0.50     -0.14220525
 DQ8752  -------------------------------------------------------------------
 DQ8752  Click here for local accuracies and other accuracy information.
 DQ8752
 DQ8752.The horizontal coordinates were established by GPS observations
 DQ8752.and adjusted by the MN DEPT OF TRANSP in July 2020.
 DQ8752
 DQ8752.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DQ8752.been affixed to the stable North American tectonic plate. See 
 DQ8752.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DQ8752
 DQ8752.The horizontal coordinates are valid at the epoch date displayed above
 DQ8752.which is a decimal equivalence of Year/Month/Day.
 DQ8752
 DQ8752.The orthometric height was determined by differential leveling and
 DQ8752.adjusted by the NATIONAL GEODETIC SURVEY
 DQ8752.in August 2020.
 DQ8752
 DQ8752.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ8752.GEOID18 height accuracy estimate available here.
 DQ8752
 DQ8752.Click photographs - Photos may exist for this station.
 DQ8752
 DQ8752.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DQ8752
 DQ8752.The Laplace correction was computed from DEFLEC18 derived deflections.
 DQ8752
 DQ8752.The ellipsoidal height was determined by GPS observations
 DQ8752.and is referenced to NAD 83.
 DQ8752
 DQ8752.The dynamic height is computed by dividing the NAVD 88
 DQ8752.geopotential number by the normal gravity value computed on the
 DQ8752.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ8752.degrees latitude (g = 980.6199 gals.).
 DQ8752
 DQ8752.The modeled gravity was interpolated from observed gravity values.
 DQ8752
 DQ8752. The following values were computed from the NAD 83(2011) position.
 DQ8752
 DQ8752;                    North         East     Units Scale Factor Converg.
 DQ8752;SPC MN S     -   318,607.226   859,000.982   MT  0.99995474   +0 31 27.2
 DQ8752;SPC MN S     - 1,045,297.21  2,818,239.06   sFT  0.99995474   +0 31 27.2
 DQ8752;UTM  15      - 4,979,093.243   480,117.609   MT  0.99960486   -0 10 41.4
 DQ8752
 DQ8752!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DQ8752!SPC MN S     -   0.99996356  x   0.99995474  =   0.99991830
 DQ8752!UTM  15      -   0.99996356  x   0.99960486  =   0.99956844
 DQ8752
 DQ8752_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK8011779093(NAD 83)
 DQ8752
 DQ8752                          SUPERSEDED SURVEY CONTROL
 DQ8752
 DQ8752.No superseded survey control is available for this station.
 DQ8752
 DQ8752_MARKER: F = FLANGE-ENCASED ROD
 DQ8752_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DQ8752_STAMPING: 2724 E 2017
 DQ8752_MARK LOGO: MNDT
 DQ8752_PROJECTION: RECESSED 8 CENTIMETERS
 DQ8752_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DQ8752_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ8752_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ8752+SATELLITE: SATELLITE OBSERVATIONS - August 22, 2018
 DQ8752_ROD/PIPE-DEPTH: 11.3 meters
 DQ8752
 DQ8752  HISTORY     - Date     Condition        Report By
 DQ8752  HISTORY     - 20171031 MONUMENTED       MNDT
 DQ8752  HISTORY     - 20180822 GOOD             MNDT
 DQ8752
 DQ8752                          STATION DESCRIPTION
 DQ8752
 DQ8752'DESCRIBED BY MN DEPT OF TRANSP 2017
 DQ8752'THE STATION IS LOCATED ABOUT 7.9 MI (12.7 KM) WEST OF SAINT PAUL, 7.4
 DQ8752'MI (11.9 KM) SOUTH-SOUTHWEST OF NEW BRIGHTON AND 1.2 MI (1.9 KM)
 DQ8752'SOUTH-SOUTHEAST OF MINNEAPOLIS.
 DQ8752'
 DQ8752'TO REACH THE MARK GO 0.2 MI (0.3 KM) EAST AND SOUTHEAST ALONG
 DQ8752'EASTBOUND TRUNK HIGHWAY 55 (HIAWATHA AVENUE) FROM THE JUNCTION OF
 DQ8752'EASTBOUND TRUNK HIGHWAY 55 AND INTERSTATE HIGHWAY 94 IN MINNEAPOLIS,
 DQ8752'AT TRUNK HIGHWAY 55 MILE POINT 192.0.
 DQ8752'
 DQ8752'THE MARK IS LOCATED 32.8 FT (10.0 M) SOUTHWEST OF THE ON RAMP TO EAST
 DQ8752'TRUNK HIGHWAY 55, 88.8 FT (27.1 M) NORTHWEST OF EAST 18TH STREET, 1.5
 DQ8752'FT (0.5 M) NORTHEAST OF A WITNESS POST.
 DQ8752'
 DQ8752'NOTE-THE STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM ROD
 DQ8752'DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION REMOVABLE DISK
 DQ8752'SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH PVC
 DQ8752'PIPE BACK FILLED WITH WASHED SAND.
 DQ8752
 DQ8752                          STATION RECOVERY (2018)
 DQ8752
 DQ8752'RECOVERY NOTE BY MN DEPT OF TRANSP 2018 (TXD)
 DQ8752'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 QO2075 ***********************************************************************
 QO2075  DESIGNATION -  2726 A
 QO2075  PID         -  QO2075
 QO2075  STATE/COUNTY-  MN/HENNEPIN
 QO2075  COUNTRY     -  US
 QO2075  USGS QUAD   -  MINNEAPOLIS NORTH (2019)
 QO2075
 QO2075                         *CURRENT SURVEY CONTROL
 QO2075  ______________________________________________________________________
 QO2075* NAD 83(1986) POSITION- 45 02 01.25   (N) 093 15 46.94   (W)   HD_HELD1
 QO2075* NAVD 88 ORTHO HEIGHT -   272.765 (meters)      894.90  (feet) ADJUSTED
 QO2075  ______________________________________________________________________
 QO2075  GEOID HEIGHT    -        -27.184 (meters)                     GEOID18
 QO2075  DYNAMIC HEIGHT  -        272.760 (meters)      894.88  (feet) COMP
 QO2075  MODELED GRAVITY -    980,588.7   (mgal)                       NAVD 88
 QO2075
 QO2075  VERT ORDER      -  SECOND    CLASS II
 QO2075
 QO2075.The horizontal coordinates were determined by differentially corrected
 QO2075.hand held GPS observations or other comparable positioning techniques
 QO2075.and have an estimated accuracy of +/- 3 meters.
 QO2075
 QO2075.The orthometric height was determined by differential leveling and
 QO2075.adjusted by the NATIONAL GEODETIC SURVEY
 QO2075.in June 1991.
 QO2075
 QO2075.Significant digits in the geoid height do not necessarily reflect accuracy.
 QO2075.GEOID18 height accuracy estimate available here.
 QO2075
 QO2075.Click photographs - Photos may exist for this station.
 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     -   326,231.4     858,070.2     MT  (+/- 3 meters HH1 GPS) 
 QO2075
 QO2075_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK7928086725(NAD 83)
 QO2075
 QO2075                          SUPERSEDED SURVEY CONTROL
 QO2075
 QO2075.No superseded survey control is available for this station.
 QO2075
 QO2075_MARKER: DV = VERTICAL CONTROL DISK
 QO2075_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 QO2075_STAMPING: 2726 A 1979
 QO2075_MARK LOGO: MNHD
 QO2075_PROJECTION: FLUSH
 QO2075_MAGNETIC: I = MARKER IS A STEEL ROD
 QO2075_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QO2075_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 QO2075+SATELLITE: SATELLITE OBSERVATIONS - August 25, 2014
 QO2075
 QO2075  HISTORY     - Date     Condition        Report By
 QO2075  HISTORY     - 1979     MONUMENTED       MNDT
 QO2075  HISTORY     - 1980     GOOD             MNDT
 QO2075  HISTORY     - 20070802 MARK NOT FOUND   MNDT
 QO2075  HISTORY     - 20140825 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.
 QO2075
 QO2075                          STATION RECOVERY (2007)
 QO2075
 QO2075'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (JJB)
 QO2075'THE MARK WAS NOT RECOVERED.
 QO2075
 QO2075                          STATION RECOVERY (2014)
 QO2075
 QO2075'RECOVERY NOTE BY MN DEPT OF TRANSP 2014 (VRS)
 QO2075'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 QO2071 ***********************************************************************
 QO2071  DESIGNATION -  2726 C 2
 QO2071  PID         -  QO2071
 QO2071  STATE/COUNTY-  MN/HENNEPIN
 QO2071  COUNTRY     -  US
 QO2071  USGS QUAD   -  MINNEAPOLIS NORTH (2019)
 QO2071
 QO2071                         *CURRENT SURVEY CONTROL
 QO2071  ______________________________________________________________________
 QO2071* NAD 83(1986) POSITION- 45 01 39.14   (N) 093 16 00.65   (W)   HD_HELD1
 QO2071* NAVD 88 ORTHO HEIGHT -   264.892 (meters)      869.07  (feet) ADJUSTED
 QO2071  ______________________________________________________________________
 QO2071  GEOID HEIGHT    -        -27.176 (meters)                     GEOID18
 QO2071  DYNAMIC HEIGHT  -        264.887 (meters)      869.05  (feet) COMP
 QO2071  MODELED GRAVITY -    980,588.4   (mgal)                       NAVD 88
 QO2071
 QO2071  VERT ORDER      -  SECOND    CLASS II
 QO2071
 QO2071.The horizontal coordinates were determined by differentially corrected
 QO2071.hand held GPS observations or other comparable positioning techniques
 QO2071.and have an estimated accuracy of +/- 3 meters.
 QO2071
 QO2071.The orthometric height was determined by differential leveling and
 QO2071.adjusted by the NATIONAL GEODETIC SURVEY
 QO2071.in June 1991.
 QO2071
 QO2071.Significant digits in the geoid height do not necessarily reflect accuracy.
 QO2071.GEOID18 height accuracy estimate available here.
 QO2071
 QO2071.Click photographs - Photos may exist for this station.
 QO2071
 QO2071.The dynamic height is computed by dividing the NAVD 88
 QO2071.geopotential number by the normal gravity value computed on the
 QO2071.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QO2071.degrees latitude (g = 980.6199 gals.).
 QO2071
 QO2071.The modeled gravity was interpolated from observed gravity values.
 QO2071
 QO2071;                    North         East    Units  Estimated Accuracy
 QO2071;SPC MN S     -   325,546.2     857,776.2     MT  (+/- 3 meters HH1 GPS) 
 QO2071
 QO2071_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK7897886044(NAD 83)
 QO2071
 QO2071                          SUPERSEDED SURVEY CONTROL
 QO2071
 QO2071.No superseded survey control is available for this station.
 QO2071
 QO2071_MARKER: DV = VERTICAL CONTROL DISK
 QO2071_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 QO2071_SP_SET: BRIDGE WALKWAY
 QO2071_STAMPING: 2726 C 2 1979
 QO2071_MARK LOGO: MNHD
 QO2071_MAGNETIC: N = NO MAGNETIC MATERIAL
 QO2071_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QO2071_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QO2071+SATELLITE: SATELLITE OBSERVATIONS - November 28, 2014
 QO2071
 QO2071  HISTORY     - Date     Condition        Report By
 QO2071  HISTORY     - 1979     MONUMENTED       MNDT
 QO2071  HISTORY     - 19940824 GOOD             USPSQD
 QO2071  HISTORY     - 20070711 GOOD             MNDT
 QO2071  HISTORY     - 20070828 GOOD             GEOCAC
 QO2071  HISTORY     - 20140825 GOOD             MNDT
 QO2071  HISTORY     - 20141128 GOOD             ULTEIG
 QO2071
 QO2071                          STATION DESCRIPTION
 QO2071
 QO2071'DESCRIBED BY MN DEPT OF TRANSP 1979
 QO2071'IN MINNEAPOLIS.
 QO2071'THE MARK IS LOCATED IN THE CITY OF MINNEAPOLIS, IN THE SW 1/4 OF
 QO2071'SECTION 2, T29N, R24W, AT THE ST ANTHONY PARKWAY BRIDGE OVER THE
 QO2071'BURLINGTON NORTHERN RAILROAD, 2.9 MILES SOUTH ALONG TRUNK HIGHWAY 47
 QO2071'FROM ITS JUNCTION WITH INTERSTATE HIGHWAY 694 IN FRIDLEY TO ST
 QO2071'ANTHONY PARKWAY, THENCE WEST ON ST ANTHONY PARKWAY FOR 0.2 MILE TO
 QO2071'THE MARK ON THE LEFT.  THE MARK, A STANDARD MNDT VERTICAL CONTROL
 QO2071'MONUMENT DISK STAMPED---2726 C 2 1979---, IS SET FLUSH IN A DRILL
 QO2071'HOLE IN THE TOP OF THE SOUTHEAST CORNER SIDEWALK OF THE BRIDGE.
 QO2071
 QO2071                          STATION RECOVERY (1994)
 QO2071
 QO2071'RECOVERY NOTE BY US POWER SQUADRON 1994
 QO2071'RECOVERED IN GOOD CONDITION.
 QO2071
 QO2071                          STATION RECOVERY (2007)
 QO2071
 QO2071'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (BLB)
 QO2071'THE MARK IS LOCATED ABOUT 9.2 MI (14.8 KM) SOUTHEAST OF OSSEO, 4.1 MI
 QO2071'(6.6 KM) SOUTHWEST OF NEW BRIGHTON AND 3.3 MI (5.3 KM) NORTH OF
 QO2071'MINNEAPOLIS.
 QO2071'
 QO2071'TO REACH TO THE MARK IN MINNEAPOLIS, 0.2 MI (0.3 KM) WEST OF THE
 QO2071'JUNCTION OF SAINT ANTHONY PARKWAY AND TRUNK HIGHWAY 47 (UNIVERSITY
 QO2071'AVENUE), IN SIDEWALK AT SOUTHEAST CORNER OF SAINT ANTHONY PARKWAY
 QO2071'BRIDGE OVER RAILROAD.
 QO2071
 QO2071                          STATION RECOVERY (2007)
 QO2071
 QO2071'RECOVERY NOTE BY GEOCACHING 2007 (JAK)
 QO2071'RECOVERED IN GOOD CONDITION.
 QO2071
 QO2071                          STATION RECOVERY (2014)
 QO2071
 QO2071'RECOVERY NOTE BY MN DEPT OF TRANSP 2014 (MAS)
 QO2071'RECOVERED AS DESCRIBED.
 QO2071
 QO2071                          STATION RECOVERY (2014)
 QO2071
 QO2071'RECOVERY NOTE BY ULTEIG ENGINEERS 2014 (RB)
 QO2071'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 QO2070 ***********************************************************************
 QO2070  DESIGNATION -  2726 C 3
 QO2070  PID         -  QO2070
 QO2070  STATE/COUNTY-  MN/HENNEPIN
 QO2070  COUNTRY     -  US
 QO2070  USGS QUAD   -  MINNEAPOLIS NORTH (2019)
 QO2070
 QO2070                         *CURRENT SURVEY CONTROL
 QO2070  ______________________________________________________________________
 QO2070* NAD 83(1986) POSITION- 45 01 39.12   (N) 093 16 08.06   (W)   HD_HELD1
 QO2070* NAVD 88 ORTHO HEIGHT -   264.713 (meters)      868.48  (feet) ADJUSTED
 QO2070  ______________________________________________________________________
 QO2070  GEOID HEIGHT    -        -27.174 (meters)                     GEOID18
 QO2070  DYNAMIC HEIGHT  -        264.708 (meters)      868.46  (feet) COMP
 QO2070  MODELED GRAVITY -    980,588.9   (mgal)                       NAVD 88
 QO2070
 QO2070  VERT ORDER      -  SECOND    CLASS II
 QO2070
 QO2070.The horizontal coordinates were determined by differentially corrected
 QO2070.hand held GPS observations or other comparable positioning techniques
 QO2070.and have an estimated accuracy of +/- 3 meters.
 QO2070
 QO2070.The orthometric height was determined by differential leveling and
 QO2070.adjusted by the NATIONAL GEODETIC SURVEY
 QO2070.in June 1991.
 QO2070
 QO2070.Significant digits in the geoid height do not necessarily reflect accuracy.
 QO2070.GEOID18 height accuracy estimate available here.
 QO2070
 QO2070.Click photographs - Photos may exist for this station.
 QO2070
 QO2070.The dynamic height is computed by dividing the NAVD 88
 QO2070.geopotential number by the normal gravity value computed on the
 QO2070.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QO2070.degrees latitude (g = 980.6199 gals.).
 QO2070
 QO2070.The modeled gravity was interpolated from observed gravity values.
 QO2070
 QO2070;                    North         East    Units  Estimated Accuracy
 QO2070;SPC MN S     -   325,544.1     857,614.0     MT  (+/- 3 meters HH1 GPS) 
 QO2070
 QO2070_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK7881686044(NAD 83)
 QO2070
 QO2070                          SUPERSEDED SURVEY CONTROL
 QO2070
 QO2070.No superseded survey control is available for this station.
 QO2070
 QO2070_MARKER: DV = VERTICAL CONTROL DISK
 QO2070_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 QO2070_SP_SET: BRIDGE ABUTMENT
 QO2070_STAMPING: 2726 C 3 1979
 QO2070_MARK LOGO: MNHD
 QO2070_MAGNETIC: N = NO MAGNETIC MATERIAL
 QO2070_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QO2070_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 QO2070+SATELLITE: SATELLITE OBSERVATIONS - August 25, 2014
 QO2070
 QO2070  HISTORY     - Date     Condition        Report By
 QO2070  HISTORY     - 1979     MONUMENTED       MNDT
 QO2070  HISTORY     - 19940824 GOOD             USPSQD
 QO2070  HISTORY     - 20070711 GOOD             MNDT
 QO2070  HISTORY     - 20070825 GOOD             GEOCAC
 QO2070  HISTORY     - 20140825 GOOD             MNDT
 QO2070
 QO2070                          STATION DESCRIPTION
 QO2070
 QO2070'DESCRIBED BY MN DEPT OF TRANSP 1979
 QO2070'IN MINNEAPOLIS.
 QO2070'THE MARK IS LOCATED IN THE CITY OF MINNEAPOLIS, IN THE SE 1/4 OF
 QO2070'SECTION 3, T29N, R24W, AT THE ST ANTHONY PARKWAY BRIDGE OVER THE
 QO2070'BURLINGTON NORTHERN RAILROAD, 2.9 MILES SOUTH ALONG TRUNK HIGHWAY 47
 QO2070'FROM ITS JUNCTION WITH INTERSTATE HIGHWAY 694 IN FRIDLEY TO ST
 QO2070'ANTHONY PARKWAY, THENCE WEST ON ST ANTHONY PARKWAY FOR 0.3 MILE TO
 QO2070'THE MARK ON THE LEFT.  THE MARK, A STANDARD MNDT VERTICAL CONTROL
 QO2070'MONUMENT DISK STAMPED---2726 C 3 1979---, IS SET FLUSH IN A DRILL
 QO2070'HOLE IN THE TOP OF THE SOUTHWEST CORNER ABUTMENT OF THE BRIDGE.
 QO2070
 QO2070                          STATION RECOVERY (1994)
 QO2070
 QO2070'RECOVERY NOTE BY US POWER SQUADRON 1994
 QO2070'RECOVERED IN GOOD CONDITION.
 QO2070
 QO2070                          STATION RECOVERY (2007)
 QO2070
 QO2070'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (JJB)
 QO2070'THE MARK IS LOCATED ABOUT 9.1 MI (14.6 KM) SOUTHEAST OF OSSEO, 4.2 MI
 QO2070'(6.8 KM) SOUTHWEST OF NEW BRIGHTON AND 3.3 MI (5.3 KM) NORTH OF
 QO2070'MINNEAPOLIS.
 QO2070'
 QO2070'TO REACH TO THE MARK IN MINNEAPOLIS, 0.3 MI (0.5 KM) WEST OF THE
 QO2070'JUNCTION OF SAINT ANTHONY PARKWAY AND TRUNK HIGHWAY 47 (UNIVERSITY
 QO2070'AVENUE), IN SOUTH END OF WEST ABUTMENT OF SAINT ANTHONY PARKWAY BRIDGE
 QO2070'OVER RAILROAD.
 QO2070
 QO2070                          STATION RECOVERY (2007)
 QO2070
 QO2070'RECOVERY NOTE BY GEOCACHING 2007 (JAK)
 QO2070'RECOVERED IN GOOD CONDITION.
 QO2070
 QO2070                          STATION RECOVERY (2014)
 QO2070
 QO2070'RECOVERY NOTE BY MN DEPT OF TRANSP 2014 (MAS)
 QO2070'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DP9220 ***********************************************************************
 DP9220  DESIGNATION -  2726 C 4
 DP9220  PID         -  DP9220
 DP9220  STATE/COUNTY-  MN/HENNEPIN
 DP9220  COUNTRY     -  US
 DP9220  USGS QUAD   -  MINNEAPOLIS NORTH (2019)
 DP9220
 DP9220                         *CURRENT SURVEY CONTROL
 DP9220  ______________________________________________________________________
 DP9220* NAD 83(1986) POSITION- 45 01 39.18   (N) 093 15 48.69   (W)   HD_HELD1
 DP9220* NAVD 88 ORTHO HEIGHT -   268.429 (meters)      880.67  (feet) ADJUSTED
 DP9220  ______________________________________________________________________
 DP9220  GEOID HEIGHT    -        -27.179 (meters)                     GEOID18
 DP9220  DYNAMIC HEIGHT  -        268.423 (meters)      880.65  (feet) COMP
 DP9220  MODELED GRAVITY -    980,587.8   (mgal)                       NAVD 88
 DP9220
 DP9220  VERT ORDER      -  SECOND    CLASS I
 DP9220
 DP9220.The horizontal coordinates were determined by differentially corrected
 DP9220.hand held GPS observations or other comparable positioning techniques
 DP9220.and have an estimated accuracy of +/- 3 meters.
 DP9220
 DP9220.The orthometric height was determined by differential leveling and
 DP9220.adjusted by the NATIONAL GEODETIC SURVEY
 DP9220.in September 2016.
 DP9220
 DP9220.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP9220.GEOID18 height accuracy estimate available here.
 DP9220
 DP9220.Click photographs - Photos may exist for this station.
 DP9220
 DP9220.The dynamic height is computed by dividing the NAVD 88
 DP9220.geopotential number by the normal gravity value computed on the
 DP9220.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP9220.degrees latitude (g = 980.6199 gals.).
 DP9220
 DP9220.The modeled gravity was interpolated from observed gravity values.
 DP9220
 DP9220;                    North         East    Units  Estimated Accuracy
 DP9220;SPC MN S     -   325,549.8     858,038.0     MT  (+/- 3 meters HH1 GPS) 
 DP9220
 DP9220_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK7924086044(NAD 83)
 DP9220
 DP9220                          SUPERSEDED SURVEY CONTROL
 DP9220
 DP9220.No superseded survey control is available for this station.
 DP9220
 DP9220_MARKER: DD = SURVEY DISK
 DP9220_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DP9220_SP_SET: BRIDGE WALKWAY
 DP9220_STAMPING: 2726 C 4 2007
 DP9220_MARK LOGO: MNDT
 DP9220_MAGNETIC: N = NO MAGNETIC MATERIAL
 DP9220_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DP9220_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DP9220+SATELLITE: SATELLITE OBSERVATIONS - August 25, 2014
 DP9220
 DP9220  HISTORY     - Date     Condition        Report By
 DP9220  HISTORY     - 20070711 MONUMENTED       MNDT
 DP9220  HISTORY     - 20140825 GOOD             MNDT
 DP9220
 DP9220                          STATION DESCRIPTION
 DP9220
 DP9220'DESCRIBED BY MN DEPT OF TRANSP 2014 (VRS)
 DP9220'THE STATION IS LOCATED ABOUT 9.3 MI (15.0 KM) SOUTHEAST OF OSSEO, 4.0
 DP9220'MI (6.4 KM) SOUTHWEST OF NEW BRIGHTON AND 3.3 MI (5.3 KM) NORTH OF
 DP9220'MINNEAPOLIS.
 DP9220'
 DP9220'TO REACH THE MARK GO 2.9 MI (4.7 KM) SOUTH ON TRUNK HIGHWAY 47
 DP9220'(UNIVERSITY AVENUE)  FROM THE JUNCTION OF TRUNK HIGHWAY 47 (UNIVERSITY
 DP9220'AVENUE) AND INTERSTATE HIGHWAY 694, AT TRUNK HIGHWAY 47 MILE POINT
 DP9220'4.8.
 DP9220'
 DP9220'THE MARK IS LOCATED IN SOUTHEAST CORNER OF SAINT ANTHONY PARKWAY
 DP9220'BRIDGE NUMBER 27055 OVER TRUNK HIGHWAY 47.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DP9221 ***********************************************************************
 DP9221  DESIGNATION -  2726 C 5
 DP9221  PID         -  DP9221
 DP9221  STATE/COUNTY-  MN/HENNEPIN
 DP9221  COUNTRY     -  US
 DP9221  USGS QUAD   -  MINNEAPOLIS NORTH (2019)
 DP9221
 DP9221                         *CURRENT SURVEY CONTROL
 DP9221  ______________________________________________________________________
 DP9221* NAD 83(1986) POSITION- 45 01 39.18   (N) 093 15 42.97   (W)   HD_HELD1
 DP9221* NAVD 88 ORTHO HEIGHT -   267.401 (meters)      877.30  (feet) ADJUSTED
 DP9221  ______________________________________________________________________
 DP9221  GEOID HEIGHT    -        -27.180 (meters)                     GEOID18
 DP9221  DYNAMIC HEIGHT  -        267.395 (meters)      877.28  (feet) COMP
 DP9221  MODELED GRAVITY -    980,587.4   (mgal)                       NAVD 88
 DP9221
 DP9221  VERT ORDER      -  SECOND    CLASS I
 DP9221
 DP9221.The horizontal coordinates were determined by differentially corrected
 DP9221.hand held GPS observations or other comparable positioning techniques
 DP9221.and have an estimated accuracy of +/- 3 meters.
 DP9221
 DP9221.The orthometric height was determined by differential leveling and
 DP9221.adjusted by the NATIONAL GEODETIC SURVEY
 DP9221.in September 2016.
 DP9221
 DP9221.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP9221.GEOID18 height accuracy estimate available here.
 DP9221
 DP9221.Click photographs - Photos may exist for this station.
 DP9221
 DP9221.The dynamic height is computed by dividing the NAVD 88
 DP9221.geopotential number by the normal gravity value computed on the
 DP9221.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP9221.degrees latitude (g = 980.6199 gals.).
 DP9221
 DP9221.The modeled gravity was interpolated from observed gravity values.
 DP9221
 DP9221;                    North         East    Units  Estimated Accuracy
 DP9221;SPC MN S     -   325,550.9     858,163.2     MT  (+/- 3 meters HH1 GPS) 
 DP9221
 DP9221_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK7936586044(NAD 83)
 DP9221
 DP9221                          SUPERSEDED SURVEY CONTROL
 DP9221
 DP9221.No superseded survey control is available for this station.
 DP9221
 DP9221_MARKER: DD = SURVEY DISK
 DP9221_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DP9221_SP_SET: BRIDGE WALKWAY
 DP9221_STAMPING: 2726 C 5 2007
 DP9221_MARK LOGO: MNDT
 DP9221_MAGNETIC: N = NO MAGNETIC MATERIAL
 DP9221_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DP9221_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DP9221+SATELLITE: SATELLITE OBSERVATIONS - August 25, 2014
 DP9221
 DP9221  HISTORY     - Date     Condition        Report By
 DP9221  HISTORY     - 20070711 MONUMENTED       MNDT
 DP9221  HISTORY     - 20140825 GOOD             MNDT
 DP9221
 DP9221                          STATION DESCRIPTION
 DP9221
 DP9221'DESCRIBED BY MN DEPT OF TRANSP 2014 (MAS)
 DP9221'THE STATION IS LOCATED ABOUT 9.3 MI (15.0 KM) SOUTHEAST OF OSSEO, 3.9
 DP9221'MI (6.3 KM) SOUTHWEST OF NEW BRIGHTON AND 3.3 MI (5.3 KM) NORTH OF
 DP9221'MINNEAPOLIS.
 DP9221'
 DP9221'TO REACH THE MARK GO 0.1 MI (0.2 KM) EAST ON SAINT ANTHONY PARKWAY
 DP9221'FROM THE JUNCTION OF SAINT ANTHONY PARKWAY AND TRUNK HIGHWAY 47
 DP9221'(UNIVERSITY AVENUE), IN BRIDGE WALKWAY IN THE SOUTHEAST CORNER OF THE
 DP9221'SAINT ANTHONY PARKWAY BRIDGE OVER RAILROAD.
 DP9221'
 DP9221'THE MARK IS LOCATED 22.5 FT (6.9 M) SOUTH OF SAINT ANTHONY PARKWAY.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DP9211 ***********************************************************************
 DP9211  DESIGNATION -  2726 D
 DP9211  PID         -  DP9211
 DP9211  STATE/COUNTY-  MN/HENNEPIN
 DP9211  COUNTRY     -  US
 DP9211  USGS QUAD   -  MINNEAPOLIS SOUTH (2019)
 DP9211
 DP9211                         *CURRENT SURVEY CONTROL
 DP9211  ______________________________________________________________________
 DP9211* NAD 83(2011) POSITION- 44 59 11.46992(N) 093 15 18.89404(W)   ADJUSTED
 DP9211* NAD 83(2011) ELLIP HT-   230.963 (meters)        (07/18/16)   ADJUSTED
 DP9211* NAD 83(2011) EPOCH   -  2010.00
 DP9211* NAVD 88 ORTHO HEIGHT -   258.125 (meters)      846.87  (feet) ADJUSTED
 DP9211  ______________________________________________________________________
 DP9211  GEOID HEIGHT    -        -27.168 (meters)                     GEOID18
 DP9211  NAD 83(2011) X  -   -256,597.391 (meters)                     COMP
 DP9211  NAD 83(2011) Y  - -4,511,522.212 (meters)                     COMP
 DP9211  NAD 83(2011) Z  -  4,486,452.231 (meters)                     COMP
 DP9211  LAPLACE CORR    -         -3.19  (seconds)                    DEFLEC18
 DP9211  DYNAMIC HEIGHT  -        258.119 (meters)      846.85  (feet) COMP
 DP9211  MODELED GRAVITY -    980,585.0   (mgal)                       NAVD 88
 DP9211
 DP9211  VERT ORDER      -  SECOND    CLASS I
 DP9211
 DP9211  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DP9211  Standards:
 DP9211         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DP9211            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DP9211  -------------------------------------------------------------------
 DP9211  NETWORK    0.51   1.37           0.23   0.18   0.70     -0.05730873
 DP9211  -------------------------------------------------------------------
 DP9211  Click here for local accuracies and other accuracy information.
 DP9211
 DP9211.The horizontal coordinates were established by GPS observations
 DP9211.and adjusted by the MN DEPT OF TRANSP in July 2016.
 DP9211
 DP9211.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DP9211.been affixed to the stable North American tectonic plate. See 
 DP9211.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DP9211
 DP9211.The horizontal coordinates are valid at the epoch date displayed above
 DP9211.which is a decimal equivalence of Year/Month/Day.
 DP9211
 DP9211.The orthometric height was determined by differential leveling and
 DP9211.adjusted by the NATIONAL GEODETIC SURVEY
 DP9211.in September 2016.
 DP9211
 DP9211.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP9211.GEOID18 height accuracy estimate available here.
 DP9211
 DP9211.Click photographs - Photos may exist for this station.
 DP9211
 DP9211.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DP9211
 DP9211.The Laplace correction was computed from DEFLEC18 derived deflections.
 DP9211
 DP9211.The ellipsoidal height was determined by GPS observations
 DP9211.and is referenced to NAD 83.
 DP9211
 DP9211.The dynamic height is computed by dividing the NAVD 88
 DP9211.geopotential number by the normal gravity value computed on the
 DP9211.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP9211.degrees latitude (g = 980.6199 gals.).
 DP9211
 DP9211.The modeled gravity was interpolated from observed gravity values.
 DP9211
 DP9211. The following values were computed from the NAD 83(2011) position.
 DP9211
 DP9211;                    North         East     Units Scale Factor Converg.
 DP9211;SPC MN S     -   320,996.270   858,731.791   MT  0.99995785   +0 31 19.3
 DP9211;SPC MN S     - 1,053,135.26  2,817,355.88   sFT  0.99995785   +0 31 19.3
 DP9211;UTM  15      - 4,981,484.567   479,877.809   MT  0.99960498   -0 10 49.6
 DP9211
 DP9211!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DP9211!SPC MN S     -   0.99996379  x   0.99995785  =   0.99992164
 DP9211!UTM  15      -   0.99996379  x   0.99960498  =   0.99956878
 DP9211
 DP9211_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK7987781484(NAD 83)
 DP9211
 DP9211                          SUPERSEDED SURVEY CONTROL
 DP9211
 DP9211.No superseded survey control is available for this station.
 DP9211
 DP9211_MARKER: I = METAL ROD
 DP9211_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DP9211_STAMPING: 2726 D 2014
 DP9211_MARK LOGO: MNDT
 DP9211_PROJECTION: RECESSED 5 CENTIMETERS
 DP9211_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DP9211_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DP9211_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP9211+SATELLITE: SATELLITE OBSERVATIONS - April 14, 2016
 DP9211_ROD/PIPE-DEPTH: 4.0 meters
 DP9211
 DP9211  HISTORY     - Date     Condition        Report By
 DP9211  HISTORY     - 20141103 MONUMENTED       MNDT
 DP9211  HISTORY     - 20150512 GOOD             MNDT
 DP9211  HISTORY     - 20160414 GOOD             MNDT
 DP9211
 DP9211                          STATION DESCRIPTION
 DP9211
 DP9211'DESCRIBED BY MN DEPT OF TRANSP 2014
 DP9211'THE STATION IS LOCATED ABOUT 8.5 MI (13.7 KM) WEST-NORTHWEST OF SAINT
 DP9211'PAUL, 6.1 MI (9.8 KM) SOUTH-SOUTHWEST OF NEW BRIGHTON AND 0.6 MI (1.0
 DP9211'KM) NORTHEAST OF MINNEAPOLIS.
 DP9211'
 DP9211'TO REACH THE MARK AT THE JUNCTION OF TRUNK HIGHWAY 65 AND TRUNK
 DP9211'HIGHWAY 47, 0.65 MI (1.0 KM) NORTHWEST ALONG FOURTH STREET FROM THE
 DP9211'JUNCTION OF FOURTH STREET AND INTERSTATE HIGHWAY 35W IN MINNEAPOLIS,
 DP9211'THEN 0.1 MI (0.2 KM) SOUTHWEST ON TRUNK HIGHWAY 65 (CENTRAL AVENUE),
 DP9211'AT TRUNK HIGHWAY 47 MILE POINT 1.75.
 DP9211'
 DP9211'THE MARK IS LOCATED 11 FT (3.4 M) NORTHWEST OF SOUTHBOUND TRUNK
 DP9211'HIGHWAY 65 BACK OF CURB (CENTRAL AVENUE), 108.2 FT (33.0 M) SOUTHWEST
 DP9211'OF SOUTHBOUND TRUNK HIGHWAY 47 (UNIVERSITY AVENUE) BACK OF CURB, 1.7
 DP9211'FT (0.5 M) SOUTHEAST OF CHUTE SQUARE/ART GODFREY HOUSE SIGN, 1.7 FT
 DP9211'(0.5 M) SOUTHEAST OF A WITNESS POST.
 DP9211'
 DP9211'NOTE - THE STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM
 DP9211'ROD DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION REMOVABLE
 DP9211'DISK SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH
 DP9211'PVC PIPE BACK FILLED WITH WASHED SAND.
 DP9211
 DP9211                          STATION RECOVERY (2015)
 DP9211
 DP9211'RECOVERY NOTE BY MN DEPT OF TRANSP 2015 (CF)
 DP9211'RECOVERED AS DESCRIBED.
 DP9211'
 DP9211'NOTE - THE STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM
 DP9211'ROD DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION REMOVABLE
 DP9211'DISK SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH
 DP9211'PVC PIPE BACK FILLED WITH WASHED SAND.
 DP9211
 DP9211                          STATION RECOVERY (2016)
 DP9211
 DP9211'RECOVERY NOTE BY MN DEPT OF TRANSP 2016 (JXR)
 DP9211'IN MINNEAPOLIS, AT THE JUNCTION OF TRUNK HIGHWAY 65 AND TRUNK HIGHWAY
 DP9211'47, 0.65 MILE NORTHWEST ALONG 4TH STREET FROM THE JUNCTION OF 4TH
 DP9211'STREET AND INTERSTATE HIGHWAY 35W IN MINNEAPOLIS, THEN 0.1 MILE
 DP9211'SOUTHWEST ON TRUNK HIGHWAY 65 (CENTRAL AVENUE), AT TRUNK HIGHWAY 47
 DP9211'MILEPOINT 1.75, 11 FEET NORTHWEST OF SOUTHBOUND TRUNK HIGHWAY 65 BACK
 DP9211'OF CURB (CENTRAL AVENUE), 108.2 FEET SOUTHWEST OF SOUTHBOUND TRUNK
 DP9211'HIGHWAY 47 (UNIVERSITY AVENUE) BACK OF CURB, 1.7 FEET SOUTHEAST OF
 DP9211'CHUTE SQUARE/ART GODFREY HOUSE SIGN, 1.7 FEET SOUTHEAST OF WITNESS
 DP9211'POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DP9214 ***********************************************************************
 DP9214  DESIGNATION -  2726 E
 DP9214  PID         -  DP9214
 DP9214  STATE/COUNTY-  MN/HENNEPIN
 DP9214  COUNTRY     -  US
 DP9214  USGS QUAD   -  MINNEAPOLIS SOUTH (2019)
 DP9214
 DP9214                         *CURRENT SURVEY CONTROL
 DP9214  ______________________________________________________________________
 DP9214* NAD 83(2011) POSITION- 44 59 55.73106(N) 093 15 48.83521(W)   ADJUSTED
 DP9214* NAD 83(2011) ELLIP HT-   228.610 (meters)        (07/18/16)   ADJUSTED
 DP9214* NAD 83(2011) EPOCH   -  2010.00
 DP9214* NAVD 88 ORTHO HEIGHT -   255.764 (meters)      839.12  (feet) ADJUSTED
 DP9214  ______________________________________________________________________
 DP9214  GEOID HEIGHT    -        -27.163 (meters)                     GEOID18
 DP9214  NAD 83(2011) X  -   -257,197.184 (meters)                     COMP
 DP9214  NAD 83(2011) Y  - -4,510,518.765 (meters)                     COMP
 DP9214  NAD 83(2011) Z  -  4,487,416.872 (meters)                     COMP
 DP9214  LAPLACE CORR    -         -3.00  (seconds)                    DEFLEC18
 DP9214  DYNAMIC HEIGHT  -        255.758 (meters)      839.10  (feet) COMP
 DP9214  MODELED GRAVITY -    980,587.2   (mgal)                       NAVD 88
 DP9214
 DP9214  VERT ORDER      -  SECOND    CLASS I
 DP9214
 DP9214  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DP9214  Standards:
 DP9214         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DP9214            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DP9214  -------------------------------------------------------------------
 DP9214  NETWORK    0.54   1.41           0.24   0.20   0.72      0.08073314
 DP9214  -------------------------------------------------------------------
 DP9214  Click here for local accuracies and other accuracy information.
 DP9214
 DP9214.The horizontal coordinates were established by GPS observations
 DP9214.and adjusted by the MN DEPT OF TRANSP in July 2016.
 DP9214
 DP9214.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DP9214.been affixed to the stable North American tectonic plate. See 
 DP9214.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DP9214
 DP9214.The horizontal coordinates are valid at the epoch date displayed above
 DP9214.which is a decimal equivalence of Year/Month/Day.
 DP9214
 DP9214.The orthometric height was determined by differential leveling and
 DP9214.adjusted by the NATIONAL GEODETIC SURVEY
 DP9214.in September 2016.
 DP9214
 DP9214.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP9214.GEOID18 height accuracy estimate available here.
 DP9214
 DP9214.Click photographs - Photos may exist for this station.
 DP9214
 DP9214.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DP9214
 DP9214.The Laplace correction was computed from DEFLEC18 derived deflections.
 DP9214
 DP9214.The ellipsoidal height was determined by GPS observations
 DP9214.and is referenced to NAD 83.
 DP9214
 DP9214.The dynamic height is computed by dividing the NAVD 88
 DP9214.geopotential number by the normal gravity value computed on the
 DP9214.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP9214.degrees latitude (g = 980.6199 gals.).
 DP9214
 DP9214.The modeled gravity was interpolated from observed gravity values.
 DP9214
 DP9214. The following values were computed from the NAD 83(2011) position.
 DP9214
 DP9214;                    North         East     Units Scale Factor Converg.
 DP9214;SPC MN S     -   322,356.553   858,063.614   MT  0.99995969   +0 30 58.3
 DP9214;SPC MN S     - 1,057,598.12  2,815,163.71   sFT  0.99995969   +0 30 58.3
 DP9214;UTM  15      - 4,982,852.456   479,226.591   MT  0.99960531   -0 11 10.9
 DP9214
 DP9214!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DP9214!SPC MN S     -   0.99996416  x   0.99995969  =   0.99992385
 DP9214!UTM  15      -   0.99996416  x   0.99960531  =   0.99956948
 DP9214
 DP9214_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK7922682852(NAD 83)
 DP9214
 DP9214                          SUPERSEDED SURVEY CONTROL
 DP9214
 DP9214.No superseded survey control is available for this station.
 DP9214
 DP9214_MARKER: I = METAL ROD
 DP9214_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DP9214_STAMPING: 2726 E 2014
 DP9214_MARK LOGO: MNDT
 DP9214_PROJECTION: RECESSED 8 CENTIMETERS
 DP9214_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DP9214_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DP9214_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP9214+SATELLITE: SATELLITE OBSERVATIONS - April 13, 2016
 DP9214_ROD/PIPE-DEPTH: 5.2 meters
 DP9214
 DP9214  HISTORY     - Date     Condition        Report By
 DP9214  HISTORY     - 20141103 MONUMENTED       MNDT
 DP9214  HISTORY     - 20160413 GOOD             MNDT
 DP9214
 DP9214                          STATION DESCRIPTION
 DP9214
 DP9214'DESCRIBED BY MN DEPT OF TRANSP 2014
 DP9214'THE STATION IS LOCATED ABOUT 9.2 MI (14.8 KM) WEST-NORTHWEST OF SAINT
 DP9214'PAUL, 5.5 MI (8.8 KM) SOUTH-SOUTHWEST OF NEW BRIGHTON AND 1.3 MI (2.1
 DP9214'KM) NORTH OF MINNEAPOLIS.
 DP9214'
 DP9214'TO REACH THE MARK GO 0.95 MI (1.5 KM) NORTHWEST ALONG TRUNK HIGHWAY 47
 DP9214'(UNIVERSITY AVENUE) FROM THE JUNCTION OF TRUNK HIGHWAY 47 AND TRUNK
 DP9214'HIGHWAY 65 (CENTRAL AVENUE) IN MINNEAPOLIS, AT TRUNK HIGHWAY 47 MILE
 DP9214'POINT 2.8.
 DP9214'
 DP9214'THE MARK IS LOCATED 58.2 FT (17.7 M) WEST OF SOUTHBOUND TRUNK HIGHWAY
 DP9214'47, 14.5 FT (4.4 M) NORTH OF WESTBOUND BROADWAY STREET BACK OF CURB,
 DP9214'11.8 FT (3.6 M) NORTH OF BACK CURB SIDEWALK, 1.5 FT (0.5 M) WEST OF A
 DP9214'WITNESS POST.
 DP9214'
 DP9214'NOTE - THE STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM
 DP9214'ROD DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION REMOVABLE
 DP9214'DISK SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH
 DP9214'PVC PIPE BACK FILLED WITH WASHED SAND.
 DP9214
 DP9214                          STATION RECOVERY (2016)
 DP9214
 DP9214'RECOVERY NOTE BY MN DEPT OF TRANSP 2016 (RXB)
 DP9214'IN MINNEAPOLIS, 0.95 MILE NORTHWEST ALONG TRUNK HIGHWAY 47 (UNIVERSITY
 DP9214'AVENUE) FROM THE JUNCTION OF TRUNK HIGHWAY 47 AND TRUNK HIGHWAY 65
 DP9214'(CENTRAL AVENUE) IN MINNEAPOLIS, AT TRUNK HIGHWAY 47 MILEPOINT 2.8,
 DP9214'58.2 FEET WEST OF SOUTHBOUND TRUNK HIGHWAY 47, 14.5 FEET NORTH OF
 DP9214'WESTBOUND BROADWAY STREET BACK OF CURB, 11.8 FEET NORTH OF BACK CURB
 DP9214'SIDEWALK, 1.5 FEET WEST OF WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DP9215 ***********************************************************************
 DP9215  DESIGNATION -  2726 F
 DP9215  PID         -  DP9215
 DP9215  STATE/COUNTY-  MN/HENNEPIN
 DP9215  COUNTRY     -  US
 DP9215  USGS QUAD   -  MINNEAPOLIS NORTH (2019)
 DP9215
 DP9215                         *CURRENT SURVEY CONTROL
 DP9215  ______________________________________________________________________
 DP9215* NAD 83(1986) POSITION- 45 00 23.24   (N) 093 15 46.10   (W)   HD_HELD1
 DP9215* NAVD 88 ORTHO HEIGHT -   256.631 (meters)      841.96  (feet) ADJUSTED
 DP9215  ______________________________________________________________________
 DP9215  GEOID HEIGHT    -        -27.168 (meters)                     GEOID18
 DP9215  DYNAMIC HEIGHT  -        256.624 (meters)      841.94  (feet) COMP
 DP9215  MODELED GRAVITY -    980,585.1   (mgal)                       NAVD 88
 DP9215
 DP9215  VERT ORDER      -  SECOND    CLASS I
 DP9215
 DP9215.The horizontal coordinates were determined by differentially corrected
 DP9215.hand held GPS observations or other comparable positioning techniques
 DP9215.and have an estimated accuracy of +/- 3 meters.
 DP9215
 DP9215.The orthometric height was determined by differential leveling and
 DP9215.adjusted by the NATIONAL GEODETIC SURVEY
 DP9215.in September 2016.
 DP9215
 DP9215.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP9215.GEOID18 height accuracy estimate available here.
 DP9215
 DP9215.Click photographs - Photos may exist for this station.
 DP9215
 DP9215.The dynamic height is computed by dividing the NAVD 88
 DP9215.geopotential number by the normal gravity value computed on the
 DP9215.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP9215.degrees latitude (g = 980.6199 gals.).
 DP9215
 DP9215.The modeled gravity was interpolated from observed gravity values.
 DP9215
 DP9215;                    North         East    Units  Estimated Accuracy
 DP9215;SPC MN S     -   323,206.2     858,115.9     MT  (+/- 3 meters HH1 GPS) 
 DP9215
 DP9215_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK7928983701(NAD 83)
 DP9215
 DP9215                          SUPERSEDED SURVEY CONTROL
 DP9215
 DP9215.No superseded survey control is available for this station.
 DP9215
 DP9215_MARKER: F = FLANGE-ENCASED ROD
 DP9215_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DP9215_STAMPING: 2726 F 2014
 DP9215_MARK LOGO: MNDT
 DP9215_PROJECTION: RECESSED 3 CENTIMETERS
 DP9215_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DP9215_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DP9215_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP9215+SATELLITE: SATELLITE OBSERVATIONS - November 03, 2014
 DP9215_ROD/PIPE-DEPTH: 7.3 meters
 DP9215
 DP9215  HISTORY     - Date     Condition        Report By
 DP9215  HISTORY     - 20141103 MONUMENTED       MNDT
 DP9215
 DP9215                          STATION DESCRIPTION
 DP9215
 DP9215'DESCRIBED BY MN DEPT OF TRANSP 2014
 DP9215'THE STATION IS LOCATED ABOUT 9.4 MI (15.1 KM) WEST-NORTHWEST OF SAINT
 DP9215'PAUL, 5.1 MI (8.2 KM) SOUTHWEST OF NEW BRIGHTON AND 1.8 MI (2.9 KM)
 DP9215'NORTH OF MINNEAPOLIS.
 DP9215'
 DP9215'TO REACH THE MARK GO 1.5 MI (2.4 KM) NORTHWEST ALONG TRUNK HIGHWAY 47
 DP9215'(UNIVERSITY AVENUE) FROM THE JUNCTION OF TRUNK HIGHWAY 47 AND TRUNK
 DP9215'HIGHWAY 65 (CENTRAL AVENUE) IN MINNEAPOLIS, AT TRUNK HIGHWAY 47 MILE
 DP9215'POINT 3.35.
 DP9215'
 DP9215'THE MARK IS LOCATED 53.7 FT (16.4 M) EAST OF TRUNK HIGHWAY 47, 37.0 FT
 DP9215'(11.3 M) NORTH OF 18TH AVENUE NORTHEAST, 13.8 FT (4.2 M) SOUTH OF 18TH
 DP9215'AVENUE TRAIL, 1.5 FT (0.5 M) WEST OF A WITNESS POST.
 DP9215'
 DP9215'NOTE - THE STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM
 DP9215'ROD DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION REMOVABLE
 DP9215'DISK SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH
 DP9215'PVC PIPE BACK FILLED WITH WASHED SAND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DP9216 ***********************************************************************
 DP9216  DESIGNATION -  2726 G
 DP9216  PID         -  DP9216
 DP9216  STATE/COUNTY-  MN/HENNEPIN
 DP9216  COUNTRY     -  US
 DP9216  USGS QUAD   -  MINNEAPOLIS NORTH (2019)
 DP9216
 DP9216                         *CURRENT SURVEY CONTROL
 DP9216  ______________________________________________________________________
 DP9216* NAD 83(1986) POSITION- 45 01 08.44   (N) 093 15 46.87   (W)   HD_HELD1
 DP9216* NAVD 88 ORTHO HEIGHT -   266.872 (meters)      875.56  (feet) ADJUSTED
 DP9216  ______________________________________________________________________
 DP9216  GEOID HEIGHT    -        -27.174 (meters)                     GEOID18
 DP9216  DYNAMIC HEIGHT  -        266.866 (meters)      875.54  (feet) COMP
 DP9216  MODELED GRAVITY -    980,586.5   (mgal)                       NAVD 88
 DP9216
 DP9216  VERT ORDER      -  SECOND    CLASS I
 DP9216
 DP9216.The horizontal coordinates were determined by differentially corrected
 DP9216.hand held GPS observations or other comparable positioning techniques
 DP9216.and have an estimated accuracy of +/- 3 meters.
 DP9216
 DP9216.The orthometric height was determined by differential leveling and
 DP9216.adjusted by the NATIONAL GEODETIC SURVEY
 DP9216.in September 2016.
 DP9216
 DP9216.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP9216.GEOID18 height accuracy estimate available here.
 DP9216
 DP9216.Click photographs - Photos may exist for this station.
 DP9216
 DP9216.The dynamic height is computed by dividing the NAVD 88
 DP9216.geopotential number by the normal gravity value computed on the
 DP9216.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP9216.degrees latitude (g = 980.6199 gals.).
 DP9216
 DP9216.The modeled gravity was interpolated from observed gravity values.
 DP9216
 DP9216;                    North         East    Units  Estimated Accuracy
 DP9216;SPC MN S     -   324,601.3     858,086.4     MT  (+/- 3 meters HH1 GPS) 
 DP9216
 DP9216_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK7927685095(NAD 83)
 DP9216
 DP9216                          SUPERSEDED SURVEY CONTROL
 DP9216
 DP9216.No superseded survey control is available for this station.
 DP9216
 DP9216_MARKER: DD = SURVEY DISK
 DP9216_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DP9216_SP_SET: BRIDGE WALKWAY
 DP9216_STAMPING: 2726 G 1998
 DP9216_MARK LOGO: MNDT
 DP9216_MAGNETIC: N = NO MAGNETIC MATERIAL
 DP9216_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DP9216_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DP9216+SATELLITE: SATELLITE OBSERVATIONS - October 15, 2014
 DP9216
 DP9216  HISTORY     - Date     Condition        Report By
 DP9216  HISTORY     - 19980401 MONUMENTED       MNDT
 DP9216  HISTORY     - 20141015 GOOD             MNDT
 DP9216
 DP9216                          STATION DESCRIPTION
 DP9216
 DP9216'DESCRIBED BY MN DEPT OF TRANSP 2014 (KMS)
 DP9216'THE STATION IS LOCATED ABOUT 9.7 MI (15.7 KM) SOUTHEAST OF OSSEO, 4.4
 DP9216'MI (7.1 KM) SOUTHWEST OF NEW BRIGHTON AND 2.7 MI (4.3 KM) NORTH OF
 DP9216'MINNEAPOLIS.
 DP9216'
 DP9216'TO REACH THE MARK IN WALKWAY IN SOUTHEAST CORNER OF TRUNK HIGHWAY 47
 DP9216'BRIDGE NUMBER 27092 OVER RAILROAD, 3.45 MILES SOUTH ALONG TRUNK
 DP9216'HIGHWAY 47 FROM JUNCTION OF TRUNK HIGHWAY 47 AND INTERSTATE HIGHWAY
 DP9216'694 IN FRIDLEY, AT TRUNK HIGHWAY 47 MILEPOINT 43.
 DP9216'
 DP9216'THE MARK IS LOCATED 33.8 FEET EAST OF TRUNK HIGHWAY 47.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DP9217 ***********************************************************************
 DP9217  DESIGNATION -  2726 H
 DP9217  PID         -  DP9217
 DP9217  STATE/COUNTY-  MN/HENNEPIN
 DP9217  COUNTRY     -  US
 DP9217  USGS QUAD   -  MINNEAPOLIS NORTH (2019)
 DP9217
 DP9217                         *CURRENT SURVEY CONTROL
 DP9217  ______________________________________________________________________
 DP9217* NAD 83(1986) POSITION- 45 01 13.32   (N) 093 15 45.46   (W)   HD_HELD1
 DP9217* NAVD 88 ORTHO HEIGHT -   268.560 (meters)      881.10  (feet) ADJUSTED
 DP9217  ______________________________________________________________________
 DP9217  GEOID HEIGHT    -        -27.175 (meters)                     GEOID18
 DP9217  DYNAMIC HEIGHT  -        268.554 (meters)      881.08  (feet) COMP
 DP9217  MODELED GRAVITY -    980,586.6   (mgal)                       NAVD 88
 DP9217
 DP9217  VERT ORDER      -  SECOND    CLASS I
 DP9217
 DP9217.The horizontal coordinates were determined by differentially corrected
 DP9217.hand held GPS observations or other comparable positioning techniques
 DP9217.and have an estimated accuracy of +/- 3 meters.
 DP9217
 DP9217.The orthometric height was determined by differential leveling and
 DP9217.adjusted by the NATIONAL GEODETIC SURVEY
 DP9217.in September 2016.
 DP9217
 DP9217.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP9217.GEOID18 height accuracy estimate available here.
 DP9217
 DP9217.Click photographs - Photos may exist for this station.
 DP9217
 DP9217.The dynamic height is computed by dividing the NAVD 88
 DP9217.geopotential number by the normal gravity value computed on the
 DP9217.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP9217.degrees latitude (g = 980.6199 gals.).
 DP9217
 DP9217.The modeled gravity was interpolated from observed gravity values.
 DP9217
 DP9217;                    North         East    Units  Estimated Accuracy
 DP9217;SPC MN S     -   324,752.2     858,115.9     MT  (+/- 3 meters HH1 GPS) 
 DP9217
 DP9217_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK7930885246(NAD 83)
 DP9217
 DP9217                          SUPERSEDED SURVEY CONTROL
 DP9217
 DP9217.No superseded survey control is available for this station.
 DP9217
 DP9217_MARKER: DD = SURVEY DISK
 DP9217_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DP9217_SP_SET: BRIDGE WALKWAY
 DP9217_STAMPING: 2726 H 1998
 DP9217_MARK LOGO: MNDT
 DP9217_MAGNETIC: N = NO MAGNETIC MATERIAL
 DP9217_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DP9217_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DP9217+SATELLITE: SATELLITE OBSERVATIONS - October 15, 2014
 DP9217
 DP9217  HISTORY     - Date     Condition        Report By
 DP9217  HISTORY     - 19980401 MONUMENTED       MNDT
 DP9217  HISTORY     - 20141015 GOOD             MNDT
 DP9217
 DP9217                          STATION DESCRIPTION
 DP9217
 DP9217'DESCRIBED BY MN DEPT OF TRANSP 2014 (KMS)
 DP9217'THE STATION IS LOCATED ABOUT 9.7 MI (15.6 KM) SOUTHEAST OF OSSEO, 4.3
 DP9217'MI (6.9 KM) SOUTHWEST OF NEW BRIGHTON AND 2.8 MI (4.5 KM) NORTH OF
 DP9217'MINNEAPOLIS.
 DP9217'
 DP9217'TO REACH THE MARK IN WALKWAY IN NORTHEAST CORNER OF TRUNK HIGHWAY 47
 DP9217'BRIDGE NUMBER 27092 OVER RAILROAD, 3.4 MI (5.5 KM) SOUTH ALONG TRUNK
 DP9217'HIGHWAY 47  FROM THE JUNCTION OF TRUNK HIGHWAY 47 AND INTERSTATE
 DP9217'HIGHWAY 694 IN FRIDLEY, AT TRUNK HIGHWAY 47 MILE POINT 47.
 DP9217'
 DP9217'THE MARK IS LOCATED 35.2 FT (10.7 M) EAST OF TRUNK HIGHWAY 47.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DP9222 ***********************************************************************
 DP9222  DESIGNATION -  2726 J
 DP9222  PID         -  DP9222
 DP9222  STATE/COUNTY-  MN/HENNEPIN
 DP9222  COUNTRY     -  US
 DP9222  USGS QUAD   -  MINNEAPOLIS NORTH (2019)
 DP9222
 DP9222                         *CURRENT SURVEY CONTROL
 DP9222  ______________________________________________________________________
 DP9222* NAD 83(1986) POSITION- 45 01 44.64   (N) 093 15 51.92   (W)   HD_HELD1
 DP9222* NAVD 88 ORTHO HEIGHT -   269.809 (meters)      885.20  (feet) ADJUSTED
 DP9222  ______________________________________________________________________
 DP9222  GEOID HEIGHT    -        -27.179 (meters)                     GEOID18
 DP9222  DYNAMIC HEIGHT  -        269.803 (meters)      885.18  (feet) COMP
 DP9222  MODELED GRAVITY -    980,588.2   (mgal)                       NAVD 88
 DP9222
 DP9222  VERT ORDER      -  SECOND    CLASS I
 DP9222
 DP9222.The horizontal coordinates were determined by differentially corrected
 DP9222.hand held GPS observations or other comparable positioning techniques
 DP9222.and have an estimated accuracy of +/- 3 meters.
 DP9222
 DP9222.The orthometric height was determined by differential leveling and
 DP9222.adjusted by the NATIONAL GEODETIC SURVEY
 DP9222.in September 2016.
 DP9222
 DP9222.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP9222.GEOID18 height accuracy estimate available here.
 DP9222
 DP9222.Click photographs - Photos may exist for this station.
 DP9222
 DP9222.The dynamic height is computed by dividing the NAVD 88
 DP9222.geopotential number by the normal gravity value computed on the
 DP9222.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP9222.degrees latitude (g = 980.6199 gals.).
 DP9222
 DP9222.The modeled gravity was interpolated from observed gravity values.
 DP9222
 DP9222;                    North         East    Units  Estimated Accuracy
 DP9222;SPC MN S     -   325,717.7     857,965.8     MT  (+/- 3 meters HH1 GPS) 
 DP9222
 DP9222_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK7917086213(NAD 83)
 DP9222
 DP9222                          SUPERSEDED SURVEY CONTROL
 DP9222
 DP9222.No superseded survey control is available for this station.
 DP9222
 DP9222_MARKER: DD = SURVEY DISK
 DP9222_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DP9222_SP_SET: BRIDGE WALKWAY
 DP9222_STAMPING: 2726 J 1997
 DP9222_MARK LOGO: MNDT
 DP9222_MAGNETIC: N = NO MAGNETIC MATERIAL
 DP9222_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DP9222_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DP9222+SATELLITE: SATELLITE OBSERVATIONS - October 15, 2014
 DP9222
 DP9222  HISTORY     - Date     Condition        Report By
 DP9222  HISTORY     - 19970401 MONUMENTED       MNDT
 DP9222  HISTORY     - 20141015 GOOD             MNDT
 DP9222
 DP9222                          STATION DESCRIPTION
 DP9222
 DP9222'DESCRIBED BY MN DEPT OF TRANSP 2014 (KMS)
 DP9222'THE STATION IS LOCATED ABOUT 9.2 MI (14.8 KM) SOUTHEAST OF OSSEO, 4.0
 DP9222'MI (6.4 KM) SOUTHWEST OF NEW BRIGHTON AND 3.4 MI (5.5 KM) NORTH OF
 DP9222'MINNEAPOLIS.
 DP9222'
 DP9222'TO REACH THE MARK IN WALKWAY IN SOUTHWEST CORNER OF TRUNK HIGHWAY 47
 DP9222'BRIDGE NUMBER 27059 OVER RAILROAD, 2.85 MI (4.6 KM) SOUTH ALONG TRUNK
 DP9222'HIGHWAY 47  FROM THE JUNCTION OF TRUNK HIGHWAY 47 AND INTERSTATE
 DP9222'HIGHWAY 694 IN FRIDLEY, AT TRUNK HIGHWAY 47 MILE POINT 4.85.
 DP9222'
 DP9222'THE MARK IS LOCATED 27.7 FT (8.4 M) WEST-NORTHWEST OF SOUTHBOUND TRUNK
 DP9222'HIGHWAY 47.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DP9223 ***********************************************************************
 DP9223  DESIGNATION -  2726 K
 DP9223  PID         -  DP9223
 DP9223  STATE/COUNTY-  MN/HENNEPIN
 DP9223  COUNTRY     -  US
 DP9223  USGS QUAD   -  MINNEAPOLIS NORTH (2019)
 DP9223
 DP9223                         *CURRENT SURVEY CONTROL
 DP9223  ______________________________________________________________________
 DP9223* NAD 83(1986) POSITION- 45 01 47.04   (N) 093 15 51.71   (W)   HD_HELD1
 DP9223* NAVD 88 ORTHO HEIGHT -   271.505 (meters)      890.76  (feet) ADJUSTED
 DP9223  ______________________________________________________________________
 DP9223  GEOID HEIGHT    -        -27.180 (meters)                     GEOID18
 DP9223  DYNAMIC HEIGHT  -        271.500 (meters)      890.75  (feet) COMP
 DP9223  MODELED GRAVITY -    980,588.3   (mgal)                       NAVD 88
 DP9223
 DP9223  VERT ORDER      -  SECOND    CLASS I
 DP9223
 DP9223.The horizontal coordinates were determined by differentially corrected
 DP9223.hand held GPS observations or other comparable positioning techniques
 DP9223.and have an estimated accuracy of +/- 3 meters.
 DP9223
 DP9223.The orthometric height was determined by differential leveling and
 DP9223.adjusted by the NATIONAL GEODETIC SURVEY
 DP9223.in September 2016.
 DP9223
 DP9223.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP9223.GEOID18 height accuracy estimate available here.
 DP9223
 DP9223.Click photographs - Photos may exist for this station.
 DP9223
 DP9223.The dynamic height is computed by dividing the NAVD 88
 DP9223.geopotential number by the normal gravity value computed on the
 DP9223.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP9223.degrees latitude (g = 980.6199 gals.).
 DP9223
 DP9223.The modeled gravity was interpolated from observed gravity values.
 DP9223
 DP9223;                    North         East    Units  Estimated Accuracy
 DP9223;SPC MN S     -   325,791.8     857,969.7     MT  (+/- 3 meters HH1 GPS) 
 DP9223
 DP9223_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK7917486287(NAD 83)
 DP9223
 DP9223                          SUPERSEDED SURVEY CONTROL
 DP9223
 DP9223.No superseded survey control is available for this station.
 DP9223
 DP9223_MARKER: DD = SURVEY DISK
 DP9223_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DP9223_SP_SET: BRIDGE WALKWAY
 DP9223_STAMPING: 2726 K 1997
 DP9223_MARK LOGO: MNDT
 DP9223_MAGNETIC: N = NO MAGNETIC MATERIAL
 DP9223_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DP9223_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DP9223+SATELLITE: SATELLITE OBSERVATIONS - October 15, 2014
 DP9223
 DP9223  HISTORY     - Date     Condition        Report By
 DP9223  HISTORY     - 19970401 MONUMENTED       MNDT
 DP9223  HISTORY     - 20141015 GOOD             MNDT
 DP9223
 DP9223                          STATION DESCRIPTION
 DP9223
 DP9223'DESCRIBED BY MN DEPT OF TRANSP 2014 (KMS)
 DP9223'THE STATION IS LOCATED ABOUT 9.2 MI (14.8 KM) SOUTHEAST OF OSSEO, 3.9
 DP9223'MI (6.3 KM) SOUTHWEST OF NEW BRIGHTON AND 3.4 MI (5.5 KM) NORTH OF
 DP9223'MINNEAPOLIS.
 DP9223'
 DP9223'TO REACH THE MARK IN WALKWAY IN NORTHEAST CORNER OF TRUNK HIGHWAY 47
 DP9223'BRIDGE NUMBER 27059 OVER RAILROAD, 2.8 MI (4.5 KM) SOUTH ALONG TRUNK
 DP9223'HIGHWAY 47  FROM THE JUNCTION OF TRUNK HIGHWAY 47 AND INTERSTATE
 DP9223'HIGHWAY 694 IN FRIDLEY, AT TRUNK HIGHWAY 47 MILE POINT 4.9.
 DP9223'
 DP9223'THE MARK IS LOCATED 28.0 FT (8.5 M) EAST OF TRUNK HIGHWAY 47.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DM6030 ***********************************************************************
 DM6030  DESIGNATION -  27283 SE
 DM6030  PID         -  DM6030
 DM6030  STATE/COUNTY-  MN/HENNEPIN
 DM6030  COUNTRY     -  US
 DM6030  USGS QUAD   -  MINNEAPOLIS SOUTH (2019)
 DM6030
 DM6030                         *CURRENT SURVEY CONTROL
 DM6030  ______________________________________________________________________
 DM6030* NAD 83(1986) POSITION- 44 59 56.     (N) 093 20 56.     (W)   SCALED
 DM6030* NAVD 88 ORTHO HEIGHT -   271.893 (meters)      892.04  (feet) ADJUSTED
 DM6030  ______________________________________________________________________
 DM6030  GEOID HEIGHT    -        -27.057 (meters)                     GEOID18
 DM6030  DYNAMIC HEIGHT  -        271.889 (meters)      892.02  (feet) COMP
 DM6030  MODELED GRAVITY -    980,592.5   (mgal)                       NAVD 88
 DM6030
 DM6030  VERT ORDER      -  SECOND    CLASS I
 DM6030
 DM6030.The horizontal coordinates were scaled from a map and have
 DM6030.an estimated accuracy of +/- 6 seconds.
 DM6030
 DM6030.The orthometric height was determined by differential leveling and
 DM6030.adjusted by the NATIONAL GEODETIC SURVEY
 DM6030.in September 2013.
 DM6030
 DM6030.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM6030.GEOID18 height accuracy estimate available here.
 DM6030
 DM6030.Click photographs - Photos may exist for this station.
 DM6030
 DM6030.The dynamic height is computed by dividing the NAVD 88
 DM6030.geopotential number by the normal gravity value computed on the
 DM6030.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM6030.degrees latitude (g = 980.6199 gals.).
 DM6030
 DM6030.The modeled gravity was interpolated from observed gravity values.
 DM6030
 DM6030;                    North         East    Units  Estimated Accuracy
 DM6030;SPC MN S     -   322,310.      851,340.      MT  (+/- 180 meters Scaled)
 DM6030
 DM6030_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK725828(NAD 83)
 DM6030
 DM6030                          SUPERSEDED SURVEY CONTROL
 DM6030
 DM6030.No superseded survey control is available for this station.
 DM6030
 DM6030_MARKER: DD = SURVEY DISK
 DM6030_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DM6030_SP_SET: BRIDGE RAILING
 DM6030_STAMPING: 27283 SE 2002
 DM6030_MARK LOGO: MNDT
 DM6030_MAGNETIC: N = NO MAGNETIC MATERIAL
 DM6030_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DM6030_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DM6030+SATELLITE: SATELLITE OBSERVATIONS - May 28, 2008
 DM6030
 DM6030  HISTORY     - Date     Condition        Report By
 DM6030  HISTORY     - 2002     MONUMENTED       MNDT
 DM6030  HISTORY     - 20080528 GOOD             MNDT
 DM6030
 DM6030                          STATION DESCRIPTION
 DM6030
 DM6030'DESCRIBED BY MN DEPT OF TRANSP 2008 (PJG)
 DM6030'THE STATION IS LOCATED ABOUT 8.6 MI (13.8 KM) WEST-SOUTHWEST OF NEW
 DM6030'BRIGHTON, 7.6 MI (12.2 KM) NORTHEAST OF HOPKINS AND 4.4 MI (7.1 KM)
 DM6030'WEST-NORTHWEST OF MINNEAPOLIS.
 DM6030'
 DM6030'THE MARK IS IN GOLDEN VALLEY, IN RAIL IN SOUTHEAST CORNER OF TRUNK
 DM6030'HIGHWAY 100 BRIDGE NUMBER 27283 OVER DULUTH STREET (COUNTY ROAD 66),
 DM6030'AT THE JUNCTION OF TRUNK HIGHWAY 100 AND DULUTH STREET (COUNTY ROAD
 DM6030'66) IN GOLDEN VALLEY.
 DM6030'
 DM6030'IT IS 11.83 FT (3.6 M) EAST OF NORTHBOUND FOG LINE OF TRUNK HIGHWAY
 DM6030'100, 5.3 FT (1.6 M) NORTH OF SOUTH END OF BRIDGE RAIL.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 QO0499 ***********************************************************************
 QO0499  DESIGNATION -  273/2 BOLT
 QO0499  PID         -  QO0499
 QO0499  STATE/COUNTY-  MN/ANOKA
 QO0499  COUNTRY     -  US
 QO0499  USGS QUAD   -  ANOKA (2019)
 QO0499
 QO0499                         *CURRENT SURVEY CONTROL
 QO0499  ______________________________________________________________________
 QO0499* NAD 83(1986) POSITION- 45 14 31.48   (N) 093 29 37.57   (W)   HD_HELD1
 QO0499* NAVD 88 ORTHO HEIGHT -   268.178 (meters)      879.85  (feet) ADJUSTED
 QO0499  ______________________________________________________________________
 QO0499  GEOID HEIGHT    -        -28.210 (meters)                     GEOID18
 QO0499  DYNAMIC HEIGHT  -        268.154 (meters)      879.77  (feet) COMP
 QO0499  MODELED GRAVITY -    980,520.6   (mgal)                       NAVD 88
 QO0499
 QO0499  VERT ORDER      -  FIRST     CLASS I
 QO0499
 QO0499.The horizontal coordinates were determined by differentially corrected
 QO0499.hand held GPS observations or other comparable positioning techniques
 QO0499.and have an estimated accuracy of +/- 3 meters.
 QO0499
 QO0499.The orthometric height was determined by differential leveling and
 QO0499.adjusted by the NATIONAL GEODETIC SURVEY
 QO0499.in June 1991.
 QO0499
 QO0499.Significant digits in the geoid height do not necessarily reflect accuracy.
 QO0499.GEOID18 height accuracy estimate available here.
 QO0499
 QO0499.Click photographs - Photos may exist for this station.
 QO0499
 QO0499.The dynamic height is computed by dividing the NAVD 88
 QO0499.geopotential number by the normal gravity value computed on the
 QO0499.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QO0499.degrees latitude (g = 980.6199 gals.).
 QO0499
 QO0499.The modeled gravity was interpolated from observed gravity values.
 QO0499
 QO0499;                    North         East    Units  Estimated Accuracy
 QO0499;SPC MN S     -   349,252.5     839,746.2     MT  (+/- 3 meters HH1 GPS) 
 QO0499
 QO0499_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL6124709961(NAD 83)
 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
 QO0499.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QO0499.See file dsdata.pdf to determine how the superseded data were derived.
 QO0499
 QO0499_MARKER: B = BOLT
 QO0499_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 QO0499_SP_SET: UNDERGROUND TILE
 QO0499_PROJECTION: RECESSED 107 CENTIMETERS
 QO0499_MAGNETIC: P = MARKER IS A STEEL PIPE
 QO0499_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QO0499_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QO0499+SATELLITE: SATELLITE OBSERVATIONS - May 25, 2011
 QO0499
 QO0499  HISTORY     - Date     Condition        Report By
 QO0499  HISTORY     - 1898     MONUMENTED       MRC
 QO0499  HISTORY     - 1970     GOOD             NGS
 QO0499  HISTORY     - 20051119 GOOD             USPSQD
 QO0499  HISTORY     - 20110525 GOOD             MNDT
 QO0499
 QO0499                          STATION DESCRIPTION
 QO0499
 QO0499'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 QO0499'6.05 MI NORTHWEST FROM ANOKA.  ABOUT 0.75 MILE NORTHWEST ALONG U.S.
 QO0499'HIGHWAYS 52 AND 169 FROM THE CITY HALL AT ANOKA, THENCE 5.3 MILES
 QO0499'NORTHWEST ALONG U.S. HIGHWAYS 10, 52 AND 169, OR ABOUT 5.85 MILES
 QO0499'SOUTHEAST ALONG U.S. HIGHWAYS 10, 52 AND 169 FROM THE SHERBURNE COUNTY
 QO0499'COURTHOUSE AT ELK RIVER, 158 FEET NORTHEAST AND ACROSS THE BURLINGTON
 QO0499'NORTHERN RAILROAD FROM THE CENTERLINE OF THE NORTHEAST LANES OF THE
 QO0499'HIGHWAY, 254 FEET NORTHWEST OF RAILROAD MILEPOST 33, 58 FEET NORTHWEST
 QO0499'OF TELEPHONE POLE NUMBER 56-G, 54 FEET NORTHEAST OF THE NORTHEAST RAIL
 QO0499'OF THE NORTHEAST TRACK, 2 FEET SOUTHEAST OF A FENCE, 0.8 FOOT
 QO0499'SOUTHEAST OF A METAL WITNESS POST, ABOUT 3 FEET ABOVE THE LEVEL OF THE
 QO0499'TRACK, AND IS A COPPER BOLT LEADED IN A TILE ABOUT 3 1/2 FEET
 QO0499'UNDERGROUND, ACCESS TO WHICH IS HAD THROUGH A 4-INCH IRON PIPE WHICH
 QO0499'BEARS A MISSISSIPPI RIVER COMMISSION CAP AND WHICH PROJECTS 10 INCHES.
 QO0499'1/4, SEC 19, T32N, R25W.
 QO0499
 QO0499                          STATION RECOVERY (2005)
 QO0499
 QO0499'RECOVERY NOTE BY US POWER SQUADRON 2005 (JCH)
 QO0499'RECOVERED IN GOOD CONDITION.
 QO0499
 QO0499                          STATION RECOVERY (2011)
 QO0499
 QO0499'RECOVERY NOTE BY MN DEPT OF TRANSP 2011 (MAS)
 QO0499'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 QO0498 ***********************************************************************
 QO0498  DESIGNATION -  273/2 CAP
 QO0498  PID         -  QO0498
 QO0498  STATE/COUNTY-  MN/ANOKA
 QO0498  COUNTRY     -  US
 QO0498  USGS QUAD   -  ANOKA (2019)
 QO0498
 QO0498                         *CURRENT SURVEY CONTROL
 QO0498  ______________________________________________________________________
 QO0498* NAD 83(2011) POSITION- 45 14 31.47562(N) 093 29 37.56752(W)   ADJUSTED
 QO0498* NAD 83(2011) ELLIP HT-   241.183 (meters)        (12/24/14)   ADJUSTED
 QO0498* NAD 83(2011) EPOCH   -  2010.00
 QO0498* NAVD 88 ORTHO HEIGHT -   269.396 (meters)      883.84  (feet) ADJUSTED
 QO0498  ______________________________________________________________________
 QO0498  GEOID HEIGHT    -        -28.210 (meters)                     GEOID18
 QO0498  NAD 83(2011) X  -   -274,150.551 (meters)                     COMP
 QO0498  NAD 83(2011) Y  - -4,490,336.160 (meters)                     COMP
 QO0498  NAD 83(2011) Z  -  4,506,502.699 (meters)                     COMP
 QO0498  LAPLACE CORR    -         -0.63  (seconds)                    DEFLEC18
 QO0498  DYNAMIC HEIGHT  -        269.372 (meters)      883.76  (feet) COMP
 QO0498  MODELED GRAVITY -    980,520.6   (mgal)                       NAVD 88
 QO0498
 QO0498  VERT ORDER      -  FIRST     CLASS I
 QO0498
 QO0498  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 QO0498  Standards:
 QO0498         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 QO0498            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 QO0498  -------------------------------------------------------------------
 QO0498  NETWORK    0.85   0.71           0.39   0.28   0.36      0.24136311
 QO0498  -------------------------------------------------------------------
 QO0498  Click here for local accuracies and other accuracy information.
 QO0498
 QO0498.The horizontal coordinates were established by GPS observations
 QO0498.and adjusted by the MN DEPT OF TRANSP in December 2014.
 QO0498
 QO0498.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 QO0498.been affixed to the stable North American tectonic plate. See 
 QO0498.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 QO0498
 QO0498.The horizontal coordinates are valid at the epoch date displayed above
 QO0498.which is a decimal equivalence of Year/Month/Day.
 QO0498
 QO0498.The orthometric height was determined by differential leveling and
 QO0498.adjusted by the NATIONAL GEODETIC SURVEY
 QO0498.in June 1991.
 QO0498
 QO0498.Significant digits in the geoid height do not necessarily reflect accuracy.
 QO0498.GEOID18 height accuracy estimate available here.
 QO0498
 QO0498.Click photographs - Photos may exist for this station.
 QO0498
 QO0498.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 QO0498
 QO0498.The Laplace correction was computed from DEFLEC18 derived deflections.
 QO0498
 QO0498.The ellipsoidal height was determined by GPS observations
 QO0498.and is referenced to NAD 83.
 QO0498
 QO0498.The dynamic height is computed by dividing the NAVD 88
 QO0498.geopotential number by the normal gravity value computed on the
 QO0498.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QO0498.degrees latitude (g = 980.6199 gals.).
 QO0498
 QO0498.The modeled gravity was interpolated from observed gravity values.
 QO0498
 QO0498. The following values were computed from the NAD 83(2011) position.
 QO0498
 QO0498;                    North         East     Units Scale Factor Converg.
 QO0498;SPC MN S     -   349,252.316   839,746.269   MT  1.00000565   +0 21 17.4
 QO0498;SPC MN S     - 1,145,838.64  2,755,067.55   sFT  1.00000565   +0 21 17.4
 QO0498;UTM  15      - 5,009,961.183   461,247.693   MT  0.99961846   -0 21 02.2
 QO0498
 QO0498!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QO0498!SPC MN S     -   0.99996219  x   1.00000565  =   0.99996784
 QO0498!UTM  15      -   0.99996219  x   0.99961846  =   0.99958066
 QO0498
 QO0498_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL6124709961(NAD 83)
 QO0498
 QO0498                          SUPERSEDED SURVEY CONTROL
 QO0498
 QO0498  NAD 83(1996)-  45 14 31.47576(N)    093 29 37.56563(W) AD(       ) 2
 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  NGVD 29             269.29   (m)          883.5    (f) LEVELING    3  
 QO0498
 QO0498.Superseded values are not recommended for survey control.
 QO0498
 QO0498.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QO0498.See file dsdata.pdf to determine how the superseded data were derived.
 QO0498
 QO0498_MARKER: C = CAP OF CAP-AND-BOLT PAIR
 QO0498_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 QO0498_MARK LOGO: MRC
 QO0498_PROJECTION: PROJECTING 25 CENTIMETERS
 QO0498_MAGNETIC: P = MARKER IS A STEEL PIPE
 QO0498_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QO0498_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QO0498+SATELLITE: SATELLITE OBSERVATIONS - August 15, 2011
 QO0498
 QO0498  HISTORY     - Date     Condition        Report By
 QO0498  HISTORY     - 19700401 MONUMENTED       MRC
 QO0498  HISTORY     - 1970     GOOD             NGS
 QO0498  HISTORY     - 20051119 GOOD             USPSQD
 QO0498  HISTORY     - 20110525 GOOD             MNDT
 QO0498  HISTORY     - 20110815 GOOD             MNDT
 QO0498
 QO0498                          STATION DESCRIPTION
 QO0498
 QO0498'DESCRIBED BY MISSISSIPPI RIVER COMMISSION 1970 (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.
 QO0498
 QO0498                          STATION RECOVERY (2011)
 QO0498
 QO0498'RECOVERY NOTE BY MN DEPT OF TRANSP 2011 (MAS)
 QO0498'THE MARK IS 6.0 MI (9.7 KM) NORTHWEST OF ANOKA.
 QO0498'
 QO0498'TO REACH THE MARK AT TRUNK HIGHWAY 10 MILE POINT 219.05, 5.3 MI (8.5
 QO0498'KM) NORTHWEST ALONG TRUNK HIGHWAY 10 FROM THE JUNCTION OF TRUNK
 QO0498'HIGHWAY 47(IN ANOKA).
 QO0498'
 QO0498'LOCATED 254 FT (77.4 M) NORTHWEST OF RAILROAD MILEPOST 33, 54 FT (16.5
 QO0498'M) NORTHEAST OF NORTHEAST RAILROAD RAIL, 2 FT (0.6 M) SOUTHEAST OF A
 QO0498'FENCE, 0.8 FT (24 CM) SOUTHEAST OF A WITNESS POST.
 QO0498
 QO0498                          STATION RECOVERY (2011)
 QO0498
 QO0498'RECOVERY NOTE BY MN DEPT OF TRANSP 2011 (KXW)
 QO0498'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 PP1285 ***********************************************************************
 PP1285  DESIGNATION -  2732 B
 PP1285  PID         -  PP1285
 PP1285  STATE/COUNTY-  MN/HENNEPIN
 PP1285  COUNTRY     -  US
 PP1285  USGS QUAD   -  SAINT PAUL WEST (2019)
 PP1285
 PP1285                         *CURRENT SURVEY CONTROL
 PP1285  ______________________________________________________________________
 PP1285* NAD 83(1986) POSITION- 44 53 33.0    (N) 093 10 58.8    (W)   HD_HELD2
 PP1285* NAVD 88 ORTHO HEIGHT -   246.035 (meters)      807.20  (feet) ADJUSTED
 PP1285  ______________________________________________________________________
 PP1285  GEOID HEIGHT    -        -27.295 (meters)                     GEOID18
 PP1285  DYNAMIC HEIGHT  -        246.028 (meters)      807.18  (feet) COMP
 PP1285  MODELED GRAVITY -    980,579.8   (mgal)                       NAVD 88
 PP1285
 PP1285  VERT ORDER      -  SECOND    CLASS I
 PP1285
 PP1285.The horizontal coordinates were established by autonomous hand held GPS
 PP1285.observations and have an estimated accuracy of +/- 10 meters.
 PP1285
 PP1285.The orthometric height was determined by differential leveling and
 PP1285.adjusted by the NATIONAL GEODETIC SURVEY
 PP1285.in September 2013.
 PP1285
 PP1285.Significant digits in the geoid height do not necessarily reflect accuracy.
 PP1285.GEOID18 height accuracy estimate available here.
 PP1285
 PP1285.Click photographs - Photos may exist for this station.
 PP1285
 PP1285.The dynamic height is computed by dividing the NAVD 88
 PP1285.geopotential number by the normal gravity value computed on the
 PP1285.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP1285.degrees latitude (g = 980.6199 gals.).
 PP1285
 PP1285.The modeled gravity was interpolated from observed gravity values.
 PP1285
 PP1285;                    North         East    Units  Estimated Accuracy
 PP1285;SPC MN S     -   310,603.      864,534.      MT  (+/- 10 meters HH2 GPS)
 PP1285
 PP1285_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK8554971024(NAD 83)
 PP1285
 PP1285                          SUPERSEDED SURVEY CONTROL
 PP1285
 PP1285  NAVD 88 (06/15/91)  246.039  (m)          807.21   (f) SUPERSEDED  2 0
 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
 PP1285.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PP1285.See file dsdata.pdf to determine how the superseded data were derived.
 PP1285
 PP1285_MARKER: DB = BENCH MARK DISK
 PP1285_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 PP1285_SP_SET: BRIDGE ABUTMENT
 PP1285_STAMPING: 2732-B 1970
 PP1285_MARK LOGO: MNHD
 PP1285_MAGNETIC: N = NO MAGNETIC MATERIAL
 PP1285_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PP1285_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PP1285+SATELLITE: SATELLITE OBSERVATIONS - April 13, 2016
 PP1285
 PP1285  HISTORY     - Date     Condition        Report By
 PP1285  HISTORY     - 19700401 MONUMENTED       MNHD
 PP1285  HISTORY     - 1990     GOOD             USPSQD
 PP1285  HISTORY     - 20041006 GOOD             USPSQD
 PP1285  HISTORY     - 20070624 GOOD             MNDT
 PP1285  HISTORY     - 20080401 GOOD             GEOCAC
 PP1285  HISTORY     - 20091022 GOOD             MNDT
 PP1285  HISTORY     - 20091117 GOOD             USACES
 PP1285  HISTORY     - 20121206 GOOD             AE
 PP1285  HISTORY     - 20160413 GOOD             MNDT
 PP1285
 PP1285                          STATION DESCRIPTION
 PP1285
 PP1285'DESCRIBED BY MN HIGHWAY DEPT 1970
 PP1285'IN FORT SNELLING.
 PP1285'MARK IS LOCATED NEAR THE JUNCTION OF T.H. 5 AND T.H. 55 AT FORT
 PP1285'SNELLING, IN THE SOUTHEAST CORNER OF BRIDGE NO. 9155, TOWER AVENUE
 PP1285'OVER T.H. 5.  SW 1/4 SECTION 21, T 28N, R23W.
 PP1285
 PP1285                          STATION RECOVERY (1990)
 PP1285
 PP1285'RECOVERY NOTE BY US POWER SQUADRON 1990 (BJJ)
 PP1285'RECOVERED IN GOOD CONDITION.
 PP1285
 PP1285                          STATION RECOVERY (2004)
 PP1285
 PP1285'RECOVERY NOTE BY US POWER SQUADRON 2004 (JRD)
 PP1285'RECOVERED AS DESCRIBED IN GOOD CONDITION. SPSPS JRD
 PP1285
 PP1285                          STATION RECOVERY (2007)
 PP1285
 PP1285'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (JJB)
 PP1285'THE MARK IS LOCATED ABOUT 7.2 MI (11.6 KM) SOUTH-SOUTHEAST OF
 PP1285'MINNEAPOLIS, 6.7 MI (10.8 KM) EAST-NORTHEAST OF BLOOMINGTON AND 5.7 MI
 PP1285'(9.2 KM) SOUTHWEST OF SAINT PAUL.
 PP1285'
 PP1285'TO REACH TO THE MARK AT FORT SNELLING, IN SOUTHEAST CORNER OF TOWER
 PP1285'AVENUE BRIDGE 9155 OVER TRUNK HIGHWAY 5.
 PP1285
 PP1285                          STATION RECOVERY (2008)
 PP1285
 PP1285'RECOVERY NOTE BY GEOCACHING 2008 (CT)
 PP1285'NOTE THAT THIS BRIDGE IS NOW PRIMARILY USED AS A PEDESTRIAN WALKWAY.
 PP1285
 PP1285                          STATION RECOVERY (2009)
 PP1285
 PP1285'RECOVERY NOTE BY MN DEPT OF TRANSP 2009 (VWC)
 PP1285'THE MARK IS IN FORT SNELLING.
 PP1285'
 PP1285'TO REACH THE MARK IN ABUTMENT IN SOUTHEAST CORNER OF TOWER AVENUE ROAD
 PP1285'BRIDGE NUMBER 9155 OVER TRUNK HIGHWAY 5.
 PP1285
 PP1285                          STATION RECOVERY (2009)
 PP1285
 PP1285'RECOVERY NOTE BY USACE ST. PAUL  MN DISTRICT 2009 (POJ)
 PP1285'ESTABLISHED AS THE PRIMARY PROJECT CONTROL POINT FOR USACE PROJECT -
 PP1285'LOCK AND DAM NO. 1, MISSISSIPPI RIVER, MN. THE WATER LEVEL AT GAUGE
 PP1285'1100 (UP STREAM) AT LOCK AND DAM NO. 1 HAS AN ELEVATION OF 747.11 FT.
 PP1285'(CAIRO), 726.68 FT. (MSL 1912) AND 726.29 FT. (NAVD88) AS OF NOVEMBER
 PP1285'17, 2009. THE O AND M MANUAL ELEVATIONS ARE REFERENCED TO CAIRO DATUM.
 PP1285'
 PP1285
 PP1285                          STATION RECOVERY (2012)
 PP1285
 PP1285'RECOVERY NOTE BY ANDERSON ENGINEERING OF MINNESOTA 2012
 PP1285'RECOVERED IN GOOD CONDITION.
 PP1285
 PP1285                          STATION RECOVERY (2016)
 PP1285
 PP1285'RECOVERY NOTE BY MN DEPT OF TRANSP 2016 (DAS)
 PP1285'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DO1629 ***********************************************************************
 DO1629  DESIGNATION -  2732 B 1
 DO1629  PID         -  DO1629
 DO1629  STATE/COUNTY-  MN/HENNEPIN
 DO1629  COUNTRY     -  US
 DO1629  USGS QUAD   -  SAINT PAUL WEST (2019)
 DO1629
 DO1629                         *CURRENT SURVEY CONTROL
 DO1629  ______________________________________________________________________
 DO1629* NAD 83(1986) POSITION- 44 53 33.6    (N) 093 11 01.6    (W)   HD_HELD2
 DO1629* NAVD 88 ORTHO HEIGHT -   247.472 (meters)      811.91  (feet) ADJUSTED
 DO1629  ______________________________________________________________________
 DO1629  GEOID HEIGHT    -        -27.293 (meters)                     GEOID18
 DO1629  DYNAMIC HEIGHT  -        247.464 (meters)      811.89  (feet) COMP
 DO1629  MODELED GRAVITY -    980,579.7   (mgal)                       NAVD 88
 DO1629
 DO1629  VERT ORDER      -  SECOND    CLASS I
 DO1629
 DO1629.The horizontal coordinates were established by autonomous hand held GPS
 DO1629.observations and have an estimated accuracy of +/- 10 meters.
 DO1629
 DO1629.The orthometric height was determined by differential leveling and
 DO1629.adjusted by the NATIONAL GEODETIC SURVEY
 DO1629.in September 2013.
 DO1629
 DO1629.No vertical observational check was made to the station.
 DO1629
 DO1629.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO1629.GEOID18 height accuracy estimate available here.
 DO1629
 DO1629.Click photographs - Photos may exist for this station.
 DO1629
 DO1629.The dynamic height is computed by dividing the NAVD 88
 DO1629.geopotential number by the normal gravity value computed on the
 DO1629.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO1629.degrees latitude (g = 980.6199 gals.).
 DO1629
 DO1629.The modeled gravity was interpolated from observed gravity values.
 DO1629
 DO1629;                    North         East    Units  Estimated Accuracy
 DO1629;SPC MN S     -   310,621.      864,472.      MT  (+/- 10 meters HH2 GPS)
 DO1629
 DO1629_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK8548871043(NAD 83)
 DO1629
 DO1629                          SUPERSEDED SURVEY CONTROL
 DO1629
 DO1629.No superseded survey control is available for this station.
 DO1629
 DO1629_MARKER: DB = BENCH MARK DISK
 DO1629_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DO1629_SP_SET: ABUTMENT
 DO1629_STAMPING: 2732 B 1 1970
 DO1629_MARK LOGO: MNHD
 DO1629_MAGNETIC: N = NO MAGNETIC MATERIAL
 DO1629_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DO1629_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DO1629+SATELLITE: SATELLITE OBSERVATIONS - April 13, 2016
 DO1629
 DO1629  HISTORY     - Date     Condition        Report By
 DO1629  HISTORY     - 19700401 MONUMENTED       MNDT
 DO1629  HISTORY     - 20100329 GOOD             MNDT
 DO1629  HISTORY     - 20111027 GOOD             MNDT
 DO1629  HISTORY     - 20160413 GOOD             MNDT
 DO1629
 DO1629                          STATION DESCRIPTION
 DO1629
 DO1629'DESCRIBED BY MN DEPT OF TRANSP 2010 (KMS)
 DO1629'THE MARK IS IN FORT SNELLING.
 DO1629'
 DO1629'TO REACH THE MARK IN BRIDGE ABUTMENT IN SOUTHEAST CORNER OF CHAPEL
 DO1629'ROAD EAST BRIDGE NUMBER 27211 GO 68.8 FT (21.0 M) SOUTHEAST OF TRUNK
 DO1629'HIGHWAY 55 WESTBOUND ENTRANCE TO TRUNK HIGHWAY 5 WESTBOUND.
 DO1629'
 DO1629'IT IS 16.8 FT (5.1 M) SOUTH OF CHAPEL ROAD EAST.
 DO1629
 DO1629                          STATION RECOVERY (2011)
 DO1629
 DO1629'RECOVERY NOTE BY MN DEPT OF TRANSP 2011 (DAS)
 DO1629'RECOVERED AS DESCRIBED.
 DO1629
 DO1629                          STATION RECOVERY (2016)
 DO1629
 DO1629'RECOVERY NOTE BY MN DEPT OF TRANSP 2016 (DAS)
 DO1629'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 PP1280 ***********************************************************************
 PP1280  DESIGNATION -  2732 D 2
 PP1280  PID         -  PP1280
 PP1280  STATE/COUNTY-  MN/HENNEPIN
 PP1280  COUNTRY     -  US
 PP1280  USGS QUAD   -  SAINT PAUL WEST (2019)
 PP1280
 PP1280                         *CURRENT SURVEY CONTROL
 PP1280  ______________________________________________________________________
 PP1280* NAD 83(1986) POSITION- 44 53 36.22   (N) 093 11 23.80   (W)   HD_HELD1
 PP1280* NAVD 88 ORTHO HEIGHT -   248.209 (meters)      814.33  (feet) ADJUSTED
 PP1280  ______________________________________________________________________
 PP1280  GEOID HEIGHT    -        -27.280 (meters)                     GEOID18
 PP1280  DYNAMIC HEIGHT  -        248.201 (meters)      814.31  (feet) COMP
 PP1280  MODELED GRAVITY -    980,579.8   (mgal)                       NAVD 88
 PP1280
 PP1280  VERT ORDER      -  SECOND    CLASS I
 PP1280
 PP1280.The horizontal coordinates were determined by differentially corrected
 PP1280.hand held GPS observations or other comparable positioning techniques
 PP1280.and have an estimated accuracy of +/- 3 meters.
 PP1280
 PP1280.The orthometric height was determined by differential leveling and
 PP1280.adjusted by the NATIONAL GEODETIC SURVEY
 PP1280.in September 2013.
 PP1280
 PP1280.No vertical observational check was made to the station.
 PP1280
 PP1280.Significant digits in the geoid height do not necessarily reflect accuracy.
 PP1280.GEOID18 height accuracy estimate available here.
 PP1280
 PP1280.Click photographs - Photos may exist for this station.
 PP1280
 PP1280.The dynamic height is computed by dividing the NAVD 88
 PP1280.geopotential number by the normal gravity value computed on the
 PP1280.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP1280.degrees latitude (g = 980.6199 gals.).
 PP1280
 PP1280.The modeled gravity was interpolated from observed gravity values.
 PP1280
 PP1280;                    North         East    Units  Estimated Accuracy
 PP1280;SPC MN S     -   310,697.2     863,984.1     MT  (+/- 3 meters HH1 GPS) 
 PP1280
 PP1280_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK8500171125(NAD 83)
 PP1280
 PP1280                          SUPERSEDED SURVEY CONTROL
 PP1280
 PP1280  NAVD 88 (06/15/91)  248.199  (m)          814.30   (f) SUPERSEDED  2 0
 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
 PP1280.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PP1280.See file dsdata.pdf to determine how the superseded data were derived.
 PP1280
 PP1280_MARKER: DB = BENCH MARK DISK
 PP1280_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 PP1280_SP_SET: BRIDGE ABUTMENT
 PP1280_STAMPING: 2732-D 1970
 PP1280_MARK LOGO: MNHD
 PP1280_MAGNETIC: N = NO MAGNETIC MATERIAL
 PP1280_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PP1280_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 PP1280+SATELLITE: SATELLITE OBSERVATIONS - April 14, 2016
 PP1280
 PP1280  HISTORY     - Date     Condition        Report By
 PP1280  HISTORY     - 1970     MONUMENTED       MNHD
 PP1280  HISTORY     - 1990     POOR             USPSQD
 PP1280  HISTORY     - 20041006 GOOD             USPSQD
 PP1280  HISTORY     - 20070625 GOOD             MNDT
 PP1280  HISTORY     - 20091015 GOOD             MNDT
 PP1280  HISTORY     - 20111102 GOOD             MNDT
 PP1280  HISTORY     - 20160414 GOOD             MNDT
 PP1280
 PP1280                          STATION DESCRIPTION
 PP1280
 PP1280'DESCRIBED BY MN HIGHWAY DEPT 1970
 PP1280'IN FORT SNELLING.
 PP1280'MARK IS LOCATED NEAR THE JUNCTION OF T.H. 5 AND T.H. 55 IN FORT
 PP1280'SNELLING, IN THE SOUTHEAST CORNER OF BRIDGE NO. 9306, T.H. 55 OVER
 PP1280'BLOOMINGTON ROAD.  SE1/4 SECTION 20, T 28N, R 23W.
 PP1280
 PP1280                          STATION RECOVERY (1990)
 PP1280
 PP1280'RECOVERY NOTE BY US POWER SQUADRON 1990 (BJJ)
 PP1280'MARK RECOVERED IN POOR CONDITION.
 PP1280
 PP1280                          STATION RECOVERY (2004)
 PP1280
 PP1280'RECOVERY NOTE BY US POWER SQUADRON 2004 (JRD)
 PP1280'RECOVERED IN GOOD CONDITION AS DESCRIBED. SPSPS JRD.
 PP1280
 PP1280                          STATION RECOVERY (2007)
 PP1280
 PP1280'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (BLB)
 PP1280'THE MARK IS LOCATED ABOUT 7.0 MI (11.3 KM) SOUTH-SOUTHEAST OF
 PP1280'MINNEAPOLIS, 6.4 MI (10.3 KM) NORTHEAST OF BLOOMINGTON AND 5.9 MI (9.5
 PP1280'KM) SOUTHWEST OF SAINT PAUL.
 PP1280'
 PP1280'TO REACH TO THE POINT AT FORT SNELLING, NEAR JUNCTION OF TRUNK HIGHWAY
 PP1280'5 AND TRUNK HIGHWAY 55, IN SOUTHEAST CORNER OF WESTBOUND TRUNK HIGHWAY
 PP1280'55 BRIDGE 9306 OVER BLOOMINGTON ROAD.
 PP1280
 PP1280                          STATION RECOVERY (2009)
 PP1280
 PP1280'RECOVERY NOTE BY MN DEPT OF TRANSP 2009 (JBG)
 PP1280'RECOVERED AS DESCRIBED.
 PP1280
 PP1280                          STATION RECOVERY (2011)
 PP1280
 PP1280'RECOVERY NOTE BY MN DEPT OF TRANSP 2011 (DAS)
 PP1280'RECOVERED AS DESCRIBED.
 PP1280
 PP1280                          STATION RECOVERY (2016)
 PP1280
 PP1280'RECOVERY NOTE BY MN DEPT OF TRANSP 2016 (DAS)
 PP1280'REPORT BY AEKTONO PRASOMSACK MNDT.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 PP1281 ***********************************************************************
 PP1281  DESIGNATION -  2732 E 2
 PP1281  PID         -  PP1281
 PP1281  STATE/COUNTY-  MN/HENNEPIN
 PP1281  COUNTRY     -  US
 PP1281  USGS QUAD   -  SAINT PAUL WEST (2019)
 PP1281
 PP1281                         *CURRENT SURVEY CONTROL
 PP1281  ______________________________________________________________________
 PP1281* NAD 83(1986) POSITION- 44 53 31.84   (N) 093 11 14.97   (W)   HD_HELD1
 PP1281* NAVD 88 ORTHO HEIGHT -   252.646 (meters)      828.89  (feet) ADJUSTED
 PP1281  ______________________________________________________________________
 PP1281  GEOID HEIGHT    -        -27.286 (meters)                     GEOID18
 PP1281  DYNAMIC HEIGHT  -        252.638 (meters)      828.86  (feet) COMP
 PP1281  MODELED GRAVITY -    980,579.5   (mgal)                       NAVD 88
 PP1281
 PP1281  VERT ORDER      -  SECOND    CLASS I
 PP1281
 PP1281.The horizontal coordinates were determined by differentially corrected
 PP1281.hand held GPS observations or other comparable positioning techniques
 PP1281.and have an estimated accuracy of +/- 3 meters.
 PP1281
 PP1281.The orthometric height was determined by differential leveling and
 PP1281.adjusted by the NATIONAL GEODETIC SURVEY
 PP1281.in June 1991.
 PP1281
 PP1281.Significant digits in the geoid height do not necessarily reflect accuracy.
 PP1281.GEOID18 height accuracy estimate available here.
 PP1281
 PP1281.Click photographs - Photos may exist for this station.
 PP1281
 PP1281.The dynamic height is computed by dividing the NAVD 88
 PP1281.geopotential number by the normal gravity value computed on the
 PP1281.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP1281.degrees latitude (g = 980.6199 gals.).
 PP1281
 PP1281.The modeled gravity was interpolated from observed gravity values.
 PP1281
 PP1281;                    North         East    Units  Estimated Accuracy
 PP1281;SPC MN S     -   310,564.0     864,179.2     MT  (+/- 3 meters HH1 GPS) 
 PP1281
 PP1281_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK8519570989(NAD 83)
 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
 PP1281.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PP1281.See file dsdata.pdf to determine how the superseded data were derived.
 PP1281
 PP1281_MARKER: DB = BENCH MARK DISK
 PP1281_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 PP1281_SP_SET: ABUTMENT
 PP1281_STAMPING: 2732 E 2 1970
 PP1281_MARK LOGO: MNHD
 PP1281_MAGNETIC: N = NO MAGNETIC MATERIAL
 PP1281_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PP1281_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 PP1281+SATELLITE: SATELLITE OBSERVATIONS - October 27, 2011
 PP1281
 PP1281  HISTORY     - Date     Condition        Report By
 PP1281  HISTORY     - 1970     MONUMENTED       MNHD
 PP1281  HISTORY     - 1990     GOOD             USPSQD
 PP1281  HISTORY     - 20041006 GOOD             USPSQD
 PP1281  HISTORY     - 20070625 GOOD             MNDT
 PP1281  HISTORY     - 20091015 GOOD             MNDT
 PP1281  HISTORY     - 20111027 GOOD             MNDT
 PP1281
 PP1281                          STATION DESCRIPTION
 PP1281
 PP1281'DESCRIBED BY MN HIGHWAY DEPT 1970
 PP1281'IN FORT SNELLING.
 PP1281'MARK IS LOCATED NEAR THE JUNCTION OF T.H. 5 AND T.H. 55 AT FORT
 PP1281'SNELLING, IN THE SOUTHEAST CORNER OF BRIDGE NO. 27169, T.H. 55
 PP1281'EASTBOUND OVER RAMPS.  SW1/4 SECTION 21, T 28N, R 23W.
 PP1281
 PP1281                          STATION RECOVERY (1990)
 PP1281
 PP1281'RECOVERY NOTE BY US POWER SQUADRON 1990 (BJJ)
 PP1281'RECOVERED IN GOOD CONDITION.
 PP1281
 PP1281                          STATION RECOVERY (2004)
 PP1281
 PP1281'RECOVERY NOTE BY US POWER SQUADRON 2004 (JRD)
 PP1281'RECOVERED IN GOOD CONDITION AS DESCRIBED. SPSPS JRD
 PP1281
 PP1281                          STATION RECOVERY (2007)
 PP1281
 PP1281'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (BLB)
 PP1281'THE MARK IS LOCATED ABOUT 7.1 MI (11.4 KM) SOUTH-SOUTHEAST OF
 PP1281'MINNEAPOLIS, 6.5 MI (10.5 KM) EAST-NORTHEAST OF BLOOMINGTON AND 5.9 MI
 PP1281'(9.5 KM) SOUTHWEST OF SAINT PAUL.
 PP1281'
 PP1281'TO REACH TO THE POINT AT FORT SNELLING, IN SOUTHEAST CORNER OF
 PP1281'EASTBOUND TRUNK HIGHWAY 55 BRIDGE 27169 OVER RAMPS, WEST END OF RAISED
 PP1281'CONCRETE MEDIAN, 196.85 FT (60.0 M) SOUTHEAST OF MILE POST 198 ON
 PP1281'WESTBOUND OF HIGHWAY 55, 15 FT (4.6 M) NORTH OF LIGHT POLE, 4 FT (1.2
 PP1281'M) BELOW MEDIAN BETWEEN BRIDGES.
 PP1281
 PP1281                          STATION RECOVERY (2009)
 PP1281
 PP1281'RECOVERY NOTE BY MN DEPT OF TRANSP 2009 (JBG)
 PP1281'RECOVERED AS DESCRIBED.
 PP1281
 PP1281                          STATION RECOVERY (2011)
 PP1281
 PP1281'RECOVERY NOTE BY MN DEPT OF TRANSP 2011 (DAS)
 PP1281'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 PP1273 ***********************************************************************
 PP1273  DESIGNATION -  2732 K
 PP1273  PID         -  PP1273
 PP1273  STATE/COUNTY-  MN/HENNEPIN
 PP1273  COUNTRY     -  US
 PP1273  USGS QUAD   -  SAINT PAUL SW (2019)
 PP1273
 PP1273                         *CURRENT SURVEY CONTROL
 PP1273  ______________________________________________________________________
 PP1273* NAD 83(1986) POSITION- 44 52 12.83   (N) 093 11 52.78   (W)   HD_HELD1
 PP1273* NAVD 88 ORTHO HEIGHT -   246.780 (meters)      809.64  (feet) ADJUSTED
 PP1273  ______________________________________________________________________
 PP1273  GEOID HEIGHT    -        -27.288 (meters)                     GEOID18
 PP1273  DYNAMIC HEIGHT  -        246.772 (meters)      809.62  (feet) COMP
 PP1273  MODELED GRAVITY -    980,577.3   (mgal)                       NAVD 88
 PP1273
 PP1273  VERT ORDER      -  SECOND    CLASS I
 PP1273
 PP1273.The horizontal coordinates were determined by differentially corrected
 PP1273.hand held GPS observations or other comparable positioning techniques
 PP1273.and have an estimated accuracy of +/- 3 meters.
 PP1273
 PP1273.The orthometric height was determined by differential leveling and
 PP1273.adjusted by the NATIONAL GEODETIC SURVEY
 PP1273.in September 2013.
 PP1273
 PP1273.Significant digits in the geoid height do not necessarily reflect accuracy.
 PP1273.GEOID18 height accuracy estimate available here.
 PP1273
 PP1273.Click photographs - Photos may exist for this station.
 PP1273
 PP1273.The dynamic height is computed by dividing the NAVD 88
 PP1273.geopotential number by the normal gravity value computed on the
 PP1273.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP1273.degrees latitude (g = 980.6199 gals.).
 PP1273
 PP1273.The modeled gravity was interpolated from observed gravity values.
 PP1273
 PP1273;                    North         East    Units  Estimated Accuracy
 PP1273;SPC MN S     -   308,117.0     863,373.5     MT  (+/- 3 meters HH1 GPS) 
 PP1273
 PP1273_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK8435968553(NAD 83)
 PP1273
 PP1273                          SUPERSEDED SURVEY CONTROL
 PP1273
 PP1273  NAVD 88 (06/15/91)  246.774  (m)          809.62   (f) SUPERSEDED  2 0
 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
 PP1273.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PP1273.See file dsdata.pdf to determine how the superseded data were derived.
 PP1273
 PP1273_MARKER: DB = BENCH MARK DISK
 PP1273_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 PP1273_SP_SET: BRIDGE ABUTMENT
 PP1273_STAMPING: 2732 K 1970
 PP1273_MARK LOGO: MNHD
 PP1273_PROJECTION: FLUSH
 PP1273_MAGNETIC: N = NO MAGNETIC MATERIAL
 PP1273_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PP1273_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 PP1273+SATELLITE: SATELLITE OBSERVATIONS - October 27, 2011
 PP1273
 PP1273  HISTORY     - Date     Condition        Report By
 PP1273  HISTORY     - 1970     MONUMENTED       MNHD
 PP1273  HISTORY     - 1971     GOOD             MNDT
 PP1273  HISTORY     - 19891219 GOOD             MNDT
 PP1273  HISTORY     - 1990     GOOD             USPSQD
 PP1273  HISTORY     - 20041006 GOOD             USPSQD
 PP1273  HISTORY     - 20070814 GOOD             MNDT
 PP1273  HISTORY     - 20100519 GOOD             MNDT
 PP1273  HISTORY     - 20111027 GOOD             MNDT
 PP1273
 PP1273                          STATION DESCRIPTION
 PP1273
 PP1273'DESCRIBED BY MN DEPT OF TRANSP 1971
 PP1273'1.6 MI SW FROM FORT SNELLING.
 PP1273'1.6 MILES SOUTHWEST OF THE JUNCTION OF T.H. 5 AND T.H. 55 AT FORT
 PP1273'SNELLING, IN THE SOUTHEAST CORNER OF BRIDGE NO. 9409, POST ROAD OVER
 PP1273'T.H. 5.  CORNER OF SE 1/4, SEC 32, T 28N, R 23W.
 PP1273
 PP1273                          STATION RECOVERY (1989)
 PP1273
 PP1273'RECOVERY NOTE BY MN DEPT OF TRANSP 1989 (OCO)
 PP1273'THE MARK IS LOCATED IN THE CITY OF ST. PAUL, AT THE BRIDGE CARRYING
 PP1273'POST ROAD OVER TRUNK HIGHWAY 5 (AT MILEPOINT 62.55), AND IS IN THE NW
 PP1273'1/4 OF SECTION 32, T28N, R23W.  THE MARK, A STANDARD MNDT BENCH MARK
 PP1273'DISK STAMPED---2732 K 1970---, IS SET IN THE ABUTMENT AT THE NORTHEAST
 PP1273'CORNER OF THE BRIDGE (NUMBER 9409).  THE MARK IS 20.5 FEET NORTH OF
 PP1273'THE CENTERLINE OF POST ROAD AND 0.9 FEET NORTH OF THE NORTH FACE OF
 PP1273'THE NORTHEAST CORNER OF THE BRIDGE.
 PP1273
 PP1273                          STATION RECOVERY (1990)
 PP1273
 PP1273'RECOVERY NOTE BY US POWER SQUADRON 1990 (BJJ)
 PP1273'RECOVERED IN GOOD CONDITION.
 PP1273
 PP1273                          STATION RECOVERY (2004)
 PP1273
 PP1273'RECOVERY NOTE BY US POWER SQUADRON 2004 (JRD)
 PP1273'RECOVERED IN GOOD CONDITION AS DESCRIBED. SPSPS JRD.
 PP1273
 PP1273                          STATION RECOVERY (2007)
 PP1273
 PP1273'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (BLB)
 PP1273'THE MARK IS LOCATED ABOUT 7.8 MI (12.6 KM) WEST-NORTHWEST OF INVER
 PP1273'GROVE HEIGHTS, 7.3 MI (11.7 KM) SOUTHWEST OF SAINT PAUL AND 5.3 MI
 PP1273'(8.5 KM) EAST-NORTHEAST OF BLOOMINGTON.
 PP1273'
 PP1273'TO REACH TO THE POINT GO 1.6 MI (2.6 KM) SOUTHWEST OF THE JUNCTION OF
 PP1273'TRUNK HIGHWAY 5 AND TRUNK HIGHWAY 55 AT FORT SNELLING, IN SOUTHEAST
 PP1273'CORNER OF POST ROAD BRIDGE 9409 OVER TRUNK HIGHWAY 5, AT TRUNK HIGHWAY
 PP1273'5 MILE POINT 62.55, 20.5 FT (6.2 M) NORTH OF POST ROAD.
 PP1273
 PP1273                          STATION RECOVERY (2010)
 PP1273
 PP1273'RECOVERY NOTE BY MN DEPT OF TRANSP 2010 (KMS)
 PP1273'RECOVERED AS DESCRIBED.
 PP1273
 PP1273                          STATION RECOVERY (2011)
 PP1273
 PP1273'RECOVERY NOTE BY MN DEPT OF TRANSP 2011 (DAS)
 PP1273'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 AH4415 ***********************************************************************
 AH4415  DESIGNATION -  2732 Q
 AH4415  PID         -  AH4415
 AH4415  STATE/COUNTY-  MN/HENNEPIN
 AH4415  COUNTRY     -  US
 AH4415  USGS QUAD   -  SAINT PAUL WEST (2019)
 AH4415
 AH4415                         *CURRENT SURVEY CONTROL
 AH4415  ______________________________________________________________________
 AH4415* NAD 83(1986) POSITION- 44 52 39.30   (N) 093 11 37.97   (W)   HD_HELD1
 AH4415* NAVD 88 ORTHO HEIGHT -   244.637 (meters)      802.61  (feet) ADJUSTED
 AH4415  ______________________________________________________________________
 AH4415  GEOID HEIGHT    -        -27.288 (meters)                     GEOID18
 AH4415  DYNAMIC HEIGHT  -        244.629 (meters)      802.59  (feet) COMP
 AH4415  MODELED GRAVITY -    980,578.1   (mgal)                       NAVD 88
 AH4415
 AH4415  VERT ORDER      -  SECOND    CLASS I
 AH4415
 AH4415.This mark is at Minneapolis-St Paul Intl (WOLD-CHAMBERLA Airport (MSP)
 AH4415
 AH4415.The horizontal coordinates were determined by differentially corrected
 AH4415.hand held GPS observations or other comparable positioning techniques
 AH4415.and have an estimated accuracy of +/- 3 meters.
 AH4415
 AH4415.The orthometric height was determined by differential leveling and
 AH4415.adjusted by the NATIONAL GEODETIC SURVEY
 AH4415.in September 2013.
 AH4415
 AH4415.Significant digits in the geoid height do not necessarily reflect accuracy.
 AH4415.GEOID18 height accuracy estimate available here.
 AH4415
 AH4415.Click photographs - Photos may exist for this station.
 AH4415
 AH4415.The dynamic height is computed by dividing the NAVD 88
 AH4415.geopotential number by the normal gravity value computed on the
 AH4415.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH4415.degrees latitude (g = 980.6199 gals.).
 AH4415
 AH4415.The modeled gravity was interpolated from observed gravity values.
 AH4415
 AH4415;                    North         East    Units  Estimated Accuracy
 AH4415;SPC MN S     -   308,937.3     863,690.5     MT  (+/- 3 meters HH1 GPS) 
 AH4415
 AH4415_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK8468669369(NAD 83)
 AH4415
 AH4415                          SUPERSEDED SURVEY CONTROL
 AH4415
 AH4415  NAVD 88 (06/08/00)  244.627  (m)          802.58   (f) SUPERSEDED  2 1
 AH4415
 AH4415.Superseded values are not recommended for survey control.
 AH4415
 AH4415.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH4415.See file dsdata.pdf to determine how the superseded data were derived.
 AH4415
 AH4415_MARKER: DV = VERTICAL CONTROL DISK
 AH4415_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AH4415_SP_SET: BRIDGE RAILING
 AH4415_STAMPING: 2732 Q 1988
 AH4415_MARK LOGO: MNDT
 AH4415_MAGNETIC: N = NO MAGNETIC MATERIAL
 AH4415_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AH4415_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH4415+SATELLITE: SATELLITE OBSERVATIONS - October 27, 2011
 AH4415
 AH4415  HISTORY     - Date     Condition        Report By
 AH4415  HISTORY     - 1988     MONUMENTED       MNDT
 AH4415  HISTORY     - 20041006 GOOD             USPSQD
 AH4415  HISTORY     - 20070814 GOOD             MNDT
 AH4415  HISTORY     - 20100519 GOOD             MNDT
 AH4415  HISTORY     - 20111027 GOOD             MNDT
 AH4415
 AH4415                          STATION DESCRIPTION
 AH4415
 AH4415'DESCRIBED BY MN DEPT OF TRANSP 1988 (OCO)
 AH4415'THE MARK IS LOCATED IN THE CITY OF ST. PAUL, AT THE JUNCTION OF TRUNK
 AH4415'HIGHWAY 5 AND AIRPORT ROAD (LEADING TO THE INTERNATIONAL AIRPORT), AND
 AH4415'IS IN THE SE 1/4 OF SECTION 29, T28N, R23W.  THE MARK, A STANDARD MNDT
 AH4415'VERTICAL CONTROL MONUMENT DISK STAMPED---2732 Q 1988---, IS SET IN THE
 AH4415'TOP OF THE BRIDGE RAILING AT THE NORTHEAST CORNER OF BRIDGE STBOUND
 AH4415'HIGHWAY 5) (CARRYING THE INTERNATIONAL AIRPORT CONNECTION FROM
 AH4415'EASTBOUND TRUNK HIGHWAY 5 OVER THE AIRPORT CONNECTION TO EASTBOUND
 AH4415'HIGHWAY 5) WHICH IS UNDER WESTBOUND HIGHWAY 5.  THE MARK IS 19.0 FEET
 AH4415'NORTHEAST OF THE CENTERLINE OF THE AIRPORT ENTRANCE ROAD, 70.7 FEET
 AH4415'NORTHWEST OF A LIGHT STANDARD, AND 0.7 FOOT NORTHWEST OF THE NORTHEAST
 AH4415'BRIDGE RAILING.
 AH4415
 AH4415                          STATION RECOVERY (2004)
 AH4415
 AH4415'RECOVERY NOTE BY US POWER SQUADRON 2004 (JRD)
 AH4415'RECOVERED IN GOOD CONDITION AS DESCRIBED WITH THE FOLLOWING
 AH4415'CORRECTION. REMOVE- IN THE CITY OF ST. PAUL- FROM THE DESCRIPTION.
 AH4415'SPSPS JRD
 AH4415
 AH4415                          STATION RECOVERY (2007)
 AH4415
 AH4415'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (BLB)
 AH4415'THE MARK IS LOCATED ABOUT 7.7 MI (12.4 KM) WEST-NORTHWEST OF INVER
 AH4415'GROVE HEIGHTS, 6.8 MI (10.9 KM) SOUTHWEST OF SAINT PAUL AND 5.7 MI
 AH4415'(9.2 KM) EAST-NORTHEAST OF BLOOMINGTON.
 AH4415'
 AH4415'TO REACH TO THE MARK AT SAINT PAUL, AT THE JUNCTION OF TRUNK HIGHWAY 5
 AH4415'AND AIRPORT ROAD TO TWIN CITIES INTERNATIONAL AIRPORT, AT TRUNK
 AH4415'HIGHWAY 5 MILE POINT 63.05, IN NORTHEAST CORNER OF BRIDGE 9154
 AH4415'(INBOUND AIRPORT ROAD OVER OUTBOUND AIRPORT ROAD), 19 FT (5.8 M)
 AH4415'NORTHEAST OF AIRPORT ROAD, 70.7 FT (21.5 M) NORTHWEST OF LIGHT
 AH4415'STANDARD, 0.7 FT (0.2 M) NORTHWEST OF THE NORTHEAST CORNER OF RAILING.
 AH4415
 AH4415                          STATION RECOVERY (2010)
 AH4415
 AH4415'RECOVERY NOTE BY MN DEPT OF TRANSP 2010 (KMS)
 AH4415'RECOVERED AS DESCRIBED.
 AH4415
 AH4415                          STATION RECOVERY (2011)
 AH4415
 AH4415'RECOVERY NOTE BY MN DEPT OF TRANSP 2011 (DAS)
 AH4415'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 AH4416 ***********************************************************************
 AH4416  DESIGNATION -  2732 R
 AH4416  PID         -  AH4416
 AH4416  STATE/COUNTY-  MN/HENNEPIN
 AH4416  COUNTRY     -  US
 AH4416  USGS QUAD   -  SAINT PAUL WEST (2019)
 AH4416
 AH4416                         *CURRENT SURVEY CONTROL
 AH4416  ______________________________________________________________________
 AH4416* NAD 83(1986) POSITION- 44 52 38.75   (N) 093 11 39.02   (W)   HD_HELD1
 AH4416* NAVD 88 ORTHO HEIGHT -   250.985 (meters)      823.44  (feet) ADJUSTED
 AH4416  ______________________________________________________________________
 AH4416  GEOID HEIGHT    -        -27.288 (meters)                     GEOID18
 AH4416  DYNAMIC HEIGHT  -        250.977 (meters)      823.41  (feet) COMP
 AH4416  MODELED GRAVITY -    980,578.1   (mgal)                       NAVD 88
 AH4416
 AH4416  VERT ORDER      -  SECOND    CLASS I
 AH4416
 AH4416.The horizontal coordinates were determined by differentially corrected
 AH4416.hand held GPS observations or other comparable positioning techniques
 AH4416.and have an estimated accuracy of +/- 3 meters.
 AH4416
 AH4416.The orthometric height was determined by differential leveling and
 AH4416.adjusted by the NATIONAL GEODETIC SURVEY
 AH4416.in September 2013.
 AH4416
 AH4416.Significant digits in the geoid height do not necessarily reflect accuracy.
 AH4416.GEOID18 height accuracy estimate available here.
 AH4416
 AH4416.Click photographs - Photos may exist for this station.
 AH4416
 AH4416.The dynamic height is computed by dividing the NAVD 88
 AH4416.geopotential number by the normal gravity value computed on the
 AH4416.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH4416.degrees latitude (g = 980.6199 gals.).
 AH4416
 AH4416.The modeled gravity was interpolated from observed gravity values.
 AH4416
 AH4416;                    North         East    Units  Estimated Accuracy
 AH4416;SPC MN S     -   308,920.0     863,667.7     MT  (+/- 3 meters HH1 GPS) 
 AH4416
 AH4416_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK8466369352(NAD 83)
 AH4416
 AH4416                          SUPERSEDED SURVEY CONTROL
 AH4416
 AH4416  NAVD 88 (06/08/00)  250.973  (m)          823.40   (f) SUPERSEDED  2 1
 AH4416
 AH4416.Superseded values are not recommended for survey control.
 AH4416
 AH4416.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH4416.See file dsdata.pdf to determine how the superseded data were derived.
 AH4416
 AH4416_MARKER: DV = VERTICAL CONTROL DISK
 AH4416_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AH4416_SP_SET: BRIDGE RAILING
 AH4416_STAMPING: 2732 R 1988
 AH4416_MARK LOGO: MNDT
 AH4416_MAGNETIC: N = NO MAGNETIC MATERIAL
 AH4416_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AH4416_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH4416+SATELLITE: SATELLITE OBSERVATIONS - October 26, 2011
 AH4416
 AH4416  HISTORY     - Date     Condition        Report By
 AH4416  HISTORY     - 1988     MONUMENTED       MNDT
 AH4416  HISTORY     - 20041006 GOOD             USPSQD
 AH4416  HISTORY     - 20070814 GOOD             MNDT
 AH4416  HISTORY     - 20100519 GOOD             MNDT
 AH4416  HISTORY     - 20111026 GOOD             MNDT
 AH4416
 AH4416                          STATION DESCRIPTION
 AH4416
 AH4416'DESCRIBED BY MN DEPT OF TRANSP 1988 (OCO)
 AH4416'THE MARK IS LOCATED IN THE CITY OF ST. PAUL, AT THE JUNCTION OF TRUNK
 AH4416'HIGHWAY 5 AND AIRPORT ROAD (ON THE EAST SIDE OF THE INTERNATIONAL
 AH4416'AIRPORT), AND IS IN THE SE 1/4 OF SECTION 29, T28N, R23W.  THE MARK, A
 AH4416'STANDARD MNDT VERTICAL CONTROL MONUMENT DISK STAMPED---2732 R 1988---,
 AH4416'IS SET IN THE TOP OF THE BRIDGE RAILING AT THE SOUTHEAST CORNER OF THE
 AH4416'BRIDGE (NUMBER 9153).  THE MARK IS 19.5 FEET EAST OF THE CENTERLINE OF
 AH4416'WESTBOUND HIGHWAY 5 (AT MILEPOINT 63.05) AND 0.8 FOOT NORTH OF THE
 AH4416'SOUTH END OF THE BRIDGE RAILING.
 AH4416
 AH4416                          STATION RECOVERY (2004)
 AH4416
 AH4416'RECOVERY NOTE BY US POWER SQUADRON 2004 (JRD)
 AH4416'RECOVERED IN GOOD CONDITION AS DESCRIBED WITH THE FOLLOWING
 AH4416'CORRECTION. REMOVE- IN THE CITY OF ST. PAUL - FROM THE DESCRIPTION.
 AH4416'SPSPS JRD.
 AH4416
 AH4416                          STATION RECOVERY (2007)
 AH4416
 AH4416'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (BLB)
 AH4416'THE MARK IS LOCATED ABOUT 7.7 MI (12.4 KM) WEST-NORTHWEST OF INVER
 AH4416'GROVE HEIGHTS, 6.8 MI (10.9 KM) SOUTHWEST OF SAINT PAUL AND 5.7 MI
 AH4416'(9.2 KM) EAST-NORTHEAST OF BLOOMINGTON.
 AH4416'
 AH4416'TO REACH TO THE MARK AT SOUTHEAST EDGE OF INTERNATIONAL AIRPORT, 1.0
 AH4416'MI (1.6 KM) SOUTHWEST OF THE SOUTHWEST CORNER OF SAINT PAUL AND
 AH4416'MISSISSIPPI RIVER, AT THE JUNCTION OF TRUNK HIGHWAY 5 AND AIRPORT
 AH4416'ROAD, IN THE TOP OF BRIDGE RAILING AT SOUTHEAST CORNER OF TRUNK
 AH4416'HIGHWAY 5 BRIDGE 9153 OVER AIRPORT ROAD, 19.5 FT (5.9 M) EAST OF
 AH4416'WESTBOUND TRUNK HIGHWAY 5, AT TRUNK HIGHWAY 5 MILE POINT 63.05, 0.8 FT
 AH4416'(0.2 M) NORTH OF SOUTH END OF RAILING.
 AH4416
 AH4416                          STATION RECOVERY (2010)
 AH4416
 AH4416'RECOVERY NOTE BY MN DEPT OF TRANSP 2010 (KMS)
 AH4416'RECOVERED AS DESCRIBED.
 AH4416
 AH4416                          STATION RECOVERY (2011)
 AH4416
 AH4416'RECOVERY NOTE BY MN DEPT OF TRANSP 2011 (DAS)
 AH4416'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DO5054 ***********************************************************************
 DO5054  DESIGNATION -  2732 S RESET
 DO5054  PID         -  DO5054
 DO5054  STATE/COUNTY-  MN/HENNEPIN
 DO5054  COUNTRY     -  US
 DO5054  USGS QUAD   -  SAINT PAUL SW (2019)
 DO5054
 DO5054                         *CURRENT SURVEY CONTROL
 DO5054  ______________________________________________________________________
 DO5054* NAD 83(2011) POSITION- 44 52 17.07530(N) 093 11 43.87161(W)   ADJUSTED
 DO5054* NAD 83(2011) ELLIP HT-   211.611 (meters)        (01/24/14)   ADJUSTED
 DO5054* NAD 83(2011) EPOCH   -  2010.00
 DO5054* NAVD 88 ORTHO HEIGHT -   238.902 (meters)      783.80  (feet) ADJUSTED
 DO5054  ______________________________________________________________________
 DO5054  GEOID HEIGHT    -        -27.292 (meters)                     GEOID18
 DO5054  NAD 83(2011) X  -   -252,397.031 (meters)                     COMP
 DO5054  NAD 83(2011) Y  - -4,520,794.051 (meters)                     COMP
 DO5054  NAD 83(2011) Z  -  4,477,381.609 (meters)                     COMP
 DO5054  LAPLACE CORR    -         -5.70  (seconds)                    DEFLEC18
 DO5054  DYNAMIC HEIGHT  -        238.894 (meters)      783.77  (feet) COMP
 DO5054  MODELED GRAVITY -    980,577.4   (mgal)                       NAVD 88
 DO5054
 DO5054  VERT ORDER      -  SECOND    CLASS I
 DO5054
 DO5054  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DO5054  Standards:
 DO5054         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DO5054            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DO5054  -------------------------------------------------------------------
 DO5054  NETWORK    0.82   0.98           0.39   0.25   0.50      0.09231349
 DO5054  -------------------------------------------------------------------
 DO5054  Click here for local accuracies and other accuracy information.
 DO5054
 DO5054.The horizontal coordinates were established by GPS observations
 DO5054.and adjusted by the MN DEPT OF TRANSP in January 2014.
 DO5054
 DO5054.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DO5054.been affixed to the stable North American tectonic plate. See 
 DO5054.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DO5054
 DO5054.The horizontal coordinates are valid at the epoch date displayed above
 DO5054.which is a decimal equivalence of Year/Month/Day.
 DO5054
 DO5054.The orthometric height was determined by differential leveling and
 DO5054.adjusted by the NATIONAL GEODETIC SURVEY
 DO5054.in September 2013.
 DO5054
 DO5054.No vertical observational check was made to the station.
 DO5054
 DO5054.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO5054.GEOID18 height accuracy estimate available here.
 DO5054
 DO5054.Click photographs - Photos may exist for this station.
 DO5054
 DO5054.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DO5054
 DO5054.The Laplace correction was computed from DEFLEC18 derived deflections.
 DO5054
 DO5054.The ellipsoidal height was determined by GPS observations
 DO5054.and is referenced to NAD 83.
 DO5054
 DO5054.The dynamic height is computed by dividing the NAVD 88
 DO5054.geopotential number by the normal gravity value computed on the
 DO5054.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO5054.degrees latitude (g = 980.6199 gals.).
 DO5054
 DO5054.The modeled gravity was interpolated from observed gravity values.
 DO5054
 DO5054. The following values were computed from the NAD 83(2011) position.
 DO5054
 DO5054;                    North         East     Units Scale Factor Converg.
 DO5054;SPC MN S     -   308,249.988   863,567.771   MT  0.99994285   +0 33 50.0
 DO5054;SPC MN S     - 1,011,316.84  2,833,221.93   sFT  0.99994285   +0 33 50.0
 DO5054;UTM  15      - 4,968,684.413   484,555.612   MT  0.99960293   -0 08 16.6
 DO5054
 DO5054!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DO5054!SPC MN S     -   0.99996682  x   0.99994285  =   0.99990967
 DO5054!UTM  15      -   0.99996682  x   0.99960293  =   0.99956977
 DO5054
 DO5054:                Primary Azimuth Mark                     Grid Az
 DO5054:SPC MN S     -  2732 U                                   009 22 10.9
 DO5054:UTM  15      -  2732 U                                   010 04 17.5
 DO5054
 DO5054_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK8455568684(NAD 83)
 DO5054
 DO5054|---------------------------------------------------------------------|
 DO5054| PID    Reference Object                     Distance      Geod. Az  |
 DO5054|                                                           dddmmss.s |
 DO5054| DO5055 2732 U                              APPROX. 0.6 KM 0095600.9 |
 DO5054|---------------------------------------------------------------------|
 DO5054
 DO5054                          SUPERSEDED SURVEY CONTROL
 DO5054
 DO5054.No superseded survey control is available for this station.
 DO5054
 DO5054_MARKER: I = METAL ROD
 DO5054_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DO5054_STAMPING: 2732 S RESET 2011
 DO5054_MARK LOGO: MNDT
 DO5054_PROJECTION: RECESSED 5 CENTIMETERS
 DO5054_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DO5054_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DO5054_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DO5054+SATELLITE: SATELLITE OBSERVATIONS - December 28, 2011
 DO5054_ROD/PIPE-DEPTH: 2.7 meters
 DO5054
 DO5054  HISTORY     - Date     Condition        Report By
 DO5054  HISTORY     - 20111027 MONUMENTED       MNDT
 DO5054  HISTORY     - 20111228 GOOD             MNDT
 DO5054
 DO5054                          STATION DESCRIPTION
 DO5054
 DO5054'DESCRIBED BY MN DEPT OF TRANSP 2011
 DO5054'THE MARK IS LOCATED ABOUT 12.4 KM (7.7 MI) WEST-NORTHWEST OF INVER
 DO5054'GROVE HEIGHTS, 11.5 KM (7.1 MI) SOUTHWEST OF SAINT PAUL AND 8.8 KM
 DO5054'(5.5 MI) EAST-NORTHEAST OF BLOOMINGTON.
 DO5054'
 DO5054'IN FORT SNELLING STATE PARK, 0.1 MI (0.2 KM) EAST AND NORTH ALONG POST
 DO5054'ROAD FROM THE JUNCTION OF POST ROAD AND TRUNK HIGHWAY 5 IN FORT
 DO5054'SNELLING STATE PARK, 111.0 FT (33.8 M) NORTH-NORTHEAST OF THE
 DO5054'NORTHEAST CORNER OF LANDING LIGHT TOWER, 79.1 FT (24.1 M) SOUTHEAST OF
 DO5054'POST ROAD, 19.2 FT (5.9 M) EAST OF TRUNK HIGHWAY 55 RAMP TO TRUNK
 DO5054'HIGHWAY 5 WESTBOUND AND 0.8 FT (24 CM) NORTH OF A WITNESS POST.
 DO5054'
 DO5054'ROD DEPTH IS UNKNOWN.
 DO5054
 DO5054                          STATION RECOVERY (2011)
 DO5054
 DO5054'RECOVERY NOTE BY MN DEPT OF TRANSP 2011 (DAS)
 DO5054'IN FORT SNELLING STATE PARK, 0.1 MILE EAST AND NORTH ALONG POST ROAD
 DO5054'FROM JUNCTION OF POST ROAD AND TRUNK HIGHWAY 5 IN FORT SNELLING STATE
 DO5054'PARK, 111.0 FEET NORTH-NORTHEAST OF NORTHEAST CORNER OF LANDING LIGHT
 DO5054'TOWER, 79.1 FEET SOUTHEAST OF POST ROAD, 19.2 FEET EAST OF TRUNK
 DO5054'HIGHWAY 55 RAMP TO TRUNK HIGHWAY 5 WESTBOUND, 0.8 FOOT NORTH OF
 DO5054'WITNESS POST.  ROD DEPTH IS UNKNOWN.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DO1628 ***********************************************************************
 DO1628  DESIGNATION -  2732 T
 DO1628  PID         -  DO1628
 DO1628  STATE/COUNTY-  MN/HENNEPIN
 DO1628  COUNTRY     -  US
 DO1628  USGS QUAD   -  SAINT PAUL WEST (2019)
 DO1628
 DO1628                         *CURRENT SURVEY CONTROL
 DO1628  ______________________________________________________________________
 DO1628* NAD 83(1986) POSITION- 44 53 52.84   (N) 093 11 58.75   (W)   HD_HELD1
 DO1628* NAVD 88 ORTHO HEIGHT -   254.732 (meters)      835.73  (feet) ADJUSTED
 DO1628  ______________________________________________________________________
 DO1628  GEOID HEIGHT    -        -27.258 (meters)                     GEOID18
 DO1628  DYNAMIC HEIGHT  -        254.724 (meters)      835.71  (feet) COMP
 DO1628  MODELED GRAVITY -    980,579.6   (mgal)                       NAVD 88
 DO1628
 DO1628  VERT ORDER      -  SECOND    CLASS I
 DO1628
 DO1628.The horizontal coordinates were determined by differentially corrected
 DO1628.hand held GPS observations or other comparable positioning techniques
 DO1628.and have an estimated accuracy of +/- 3 meters.
 DO1628
 DO1628.The orthometric height was determined by differential leveling and
 DO1628.adjusted by the NATIONAL GEODETIC SURVEY
 DO1628.in September 2013.
 DO1628
 DO1628.No vertical observational check was made to the station.
 DO1628
 DO1628.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO1628.GEOID18 height accuracy estimate available here.
 DO1628
 DO1628.Click photographs - Photos may exist for this station.
 DO1628
 DO1628.The dynamic height is computed by dividing the NAVD 88
 DO1628.geopotential number by the normal gravity value computed on the
 DO1628.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO1628.degrees latitude (g = 980.6199 gals.).
 DO1628
 DO1628.The modeled gravity was interpolated from observed gravity values.
 DO1628
 DO1628;                    North         East    Units  Estimated Accuracy
 DO1628;SPC MN S     -   311,202.7     863,212.3     MT  (+/- 3 meters HH1 GPS) 
 DO1628
 DO1628_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK8423671640(NAD 83)
 DO1628
 DO1628                          SUPERSEDED SURVEY CONTROL
 DO1628
 DO1628.No superseded survey control is available for this station.
 DO1628
 DO1628_MARKER: DV = VERTICAL CONTROL DISK
 DO1628_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DO1628_SP_SET: BRIDGE RAILING
 DO1628_STAMPING: 2732 T 2000
 DO1628_MARK LOGO: MNDT
 DO1628_MAGNETIC: N = NO MAGNETIC MATERIAL
 DO1628_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DO1628_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DO1628+SATELLITE: SATELLITE OBSERVATIONS - October 24, 2018
 DO1628
 DO1628  HISTORY     - Date     Condition        Report By
 DO1628  HISTORY     - 20000401 MONUMENTED       MNDT
 DO1628  HISTORY     - 20100329 GOOD             MNDT
 DO1628  HISTORY     - 20150408 GOOD             MNDT
 DO1628  HISTORY     - 20160928 GOOD             MNDT
 DO1628  HISTORY     - 20171018 GOOD             MNDT
 DO1628  HISTORY     - 20181024 GOOD             MNDT
 DO1628
 DO1628                          STATION DESCRIPTION
 DO1628
 DO1628'DESCRIBED BY MN DEPT OF TRANSP 2010 (KMS)
 DO1628'THE MARK IS IN NORTHEAST PART OF RICHFIELD.
 DO1628'
 DO1628'TO REACH THE MARK IN BRIDGE RAILING IN SOUTHEAST CORNER OF TRUNK
 DO1628'HIGHWAY 55 BRIDGE NUMBER 27R02 OVER TRUNK HIGHWAY 62 AT TRUNK HIGHWAY
 DO1628'55 AND TRUNK HIGHWAY 62.
 DO1628'
 DO1628'IT IS 37.9 FT (11.6 M) EAST OF WEST BOUND TRUNK HIGHWAY 55.
 DO1628
 DO1628                          STATION RECOVERY (2015)
 DO1628
 DO1628'RECOVERY NOTE BY MN DEPT OF TRANSP 2015 (MAS)
 DO1628'IN SAINT PAUL, IN BRIDGE RAILING IN SOUTHEAST CORNER OF TRUNK HIGHWAY
 DO1628'55 BRIDGE NUMBER 27R02 OVER TRUNK HIGHWAY 62, AT THE JUNCTION OF TRUNK
 DO1628'HIGHWAY 55 AND TRUNK HIGHWAY 62 IN SAINT PAUL, 37.9 FT (11.6 M) EAST
 DO1628'OF WESTBOUND TRUNK HIGHWAY 55.
 DO1628
 DO1628                          STATION RECOVERY (2016)
 DO1628
 DO1628'RECOVERY NOTE BY MN DEPT OF TRANSP 2016 (MPP)
 DO1628'RECOVERED AS DESCRIBED.
 DO1628
 DO1628                          STATION RECOVERY (2017)
 DO1628
 DO1628'RECOVERY NOTE BY MN DEPT OF TRANSP 2017 (MPP)
 DO1628'RECOVERED IN GOOD CONDITION.
 DO1628
 DO1628                          STATION RECOVERY (2018)
 DO1628
 DO1628'RECOVERY NOTE BY MN DEPT OF TRANSP 2018 (DDS)
 DO1628'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DO5055 ***********************************************************************
 DO5055  DESIGNATION -  2732 U
 DO5055  PID         -  DO5055
 DO5055  STATE/COUNTY-  MN/HENNEPIN
 DO5055  COUNTRY     -  US
 DO5055  USGS QUAD   -  SAINT PAUL WEST (2019)
 DO5055
 DO5055                         *CURRENT SURVEY CONTROL
 DO5055  ______________________________________________________________________
 DO5055* NAD 83(2011) POSITION- 44 52 37.60292(N) 093 11 38.81543(W)   ADJUSTED
 DO5055* NAD 83(2011) ELLIP HT-   220.856 (meters)        (01/24/14)   ADJUSTED
 DO5055* NAD 83(2011) EPOCH   -  2010.00
 DO5055* NAVD 88 ORTHO HEIGHT -   248.141 (meters)      814.11  (feet) ADJUSTED
 DO5055  ______________________________________________________________________
 DO5055  GEOID HEIGHT    -        -27.288 (meters)                     GEOID18
 DO5055  NAD 83(2011) X  -   -252,261.665 (meters)                     COMP
 DO5055  NAD 83(2011) Y  - -4,520,360.368 (meters)                     COMP
 DO5055  NAD 83(2011) Z  -  4,477,837.203 (meters)                     COMP
 DO5055  LAPLACE CORR    -         -5.64  (seconds)                    DEFLEC18
 DO5055  DYNAMIC HEIGHT  -        248.133 (meters)      814.08  (feet) COMP
 DO5055  MODELED GRAVITY -    980,578.0   (mgal)                       NAVD 88
 DO5055
 DO5055  VERT ORDER      -  SECOND    CLASS I
 DO5055
 DO5055  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DO5055  Standards:
 DO5055         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DO5055            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DO5055  -------------------------------------------------------------------
 DO5055  NETWORK    0.87   1.04           0.41   0.27   0.53      0.06382439
 DO5055  -------------------------------------------------------------------
 DO5055  Click here for local accuracies and other accuracy information.
 DO5055
 DO5055.The horizontal coordinates were established by GPS observations
 DO5055.and adjusted by the MN DEPT OF TRANSP in January 2014.
 DO5055
 DO5055.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DO5055.been affixed to the stable North American tectonic plate. See 
 DO5055.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DO5055
 DO5055.The horizontal coordinates are valid at the epoch date displayed above
 DO5055.which is a decimal equivalence of Year/Month/Day.
 DO5055
 DO5055.The orthometric height was determined by differential leveling and
 DO5055.adjusted by the NATIONAL GEODETIC SURVEY
 DO5055.in September 2013.
 DO5055
 DO5055.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO5055.GEOID18 height accuracy estimate available here.
 DO5055
 DO5055.Click photographs - Photos may exist for this station.
 DO5055
 DO5055.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DO5055
 DO5055.The Laplace correction was computed from DEFLEC18 derived deflections.
 DO5055
 DO5055.The ellipsoidal height was determined by GPS observations
 DO5055.and is referenced to NAD 83.
 DO5055
 DO5055.The dynamic height is computed by dividing the NAVD 88
 DO5055.geopotential number by the normal gravity value computed on the
 DO5055.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO5055.degrees latitude (g = 980.6199 gals.).
 DO5055
 DO5055.The modeled gravity was interpolated from observed gravity values.
 DO5055
 DO5055. The following values were computed from the NAD 83(2011) position.
 DO5055
 DO5055;                    North         East     Units Scale Factor Converg.
 DO5055;SPC MN S     -   308,884.686   863,672.500   MT  0.99994350   +0 33 53.5
 DO5055;SPC MN S     - 1,013,399.17  2,833,565.53   sFT  0.99994350   +0 33 53.5
 DO5055;UTM  15      - 4,969,317.565   484,668.069   MT  0.99960289   -0 08 13.1
 DO5055
 DO5055!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DO5055!SPC MN S     -   0.99996537  x   0.99994350  =   0.99990888
 DO5055!UTM  15      -   0.99996537  x   0.99960289  =   0.99956828
 DO5055
 DO5055:                Primary Azimuth Mark                     Grid Az
 DO5055:SPC MN S     -  2732 S RESET                             189 22 10.9
 DO5055:UTM  15      -  2732 S RESET                             190 04 17.5
 DO5055
 DO5055_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK8466869317(NAD 83)
 DO5055
 DO5055|---------------------------------------------------------------------|
 DO5055| PID    Reference Object                     Distance      Geod. Az  |
 DO5055|                                                           dddmmss.s |
 DO5055| DO5054 2732 S RESET                        APPROX. 0.6 KM 1895604.4 |
 DO5055|---------------------------------------------------------------------|
 DO5055
 DO5055                          SUPERSEDED SURVEY CONTROL
 DO5055
 DO5055.No superseded survey control is available for this station.
 DO5055
 DO5055_MARKER: I = METAL ROD
 DO5055_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 DO5055+WITH SETTING: INFORMATION.
 DO5055_STAMPING: 2732 U 2012
 DO5055_MARK LOGO: MNDT
 DO5055_PROJECTION: FLUSH
 DO5055_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DO5055_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DO5055_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DO5055+SATELLITE: SATELLITE OBSERVATIONS - December 28, 2011
 DO5055_ROD/PIPE-DEPTH: 2.7 meters
 DO5055
 DO5055  HISTORY     - Date     Condition        Report By
 DO5055  HISTORY     - 20111227 MONUMENTED       MNDT
 DO5055  HISTORY     - 20111228 GOOD             MNDT
 DO5055
 DO5055                          STATION DESCRIPTION
 DO5055
 DO5055'DESCRIBED BY MN DEPT OF TRANSP 2011
 DO5055'THE ROD MARK IS LOCATED ABOUT 12.4 KM (7.7 MI) WEST-NORTHWEST OF INVER
 DO5055'GROVE HEIGHTS, 10.9 KM (6.8 MI) SOUTHWEST OF SAINT PAUL AND 9.2 KM
 DO5055'(5.7 MI) EAST-NORTHEAST OF BLOOMINGTON.
 DO5055'
 DO5055'1.0 MILE SOUTH OF SAINT PAUL, 0.5 MI (0.8 KM) NORTH ALONG TRUNK
 DO5055'HIGHWAY 5 FROM THE JUNCTION OF TRUNK HIGHWAY 5 AND POST ROAD, AT TRUNK
 DO5055'HIGHWAY 5 MILE POINT 63.0.
 DO5055'
 DO5055'THE ROD MARK IS 150.0 FT (45.7 M) WEST OF EXIT TO MINNEAPOLIS/SAINT
 DO5055'PAUL INTERNATIONAL AIRPORT, 118.5 FT (36.1 M) SOUTHEAST OF THE
 DO5055'SOUTHEAST CORNER OF WESTBOUND TRUNK HIGHWAY 5 BRIDGE, 76.4 FT (23.3 M)
 DO5055'EAST OF WEST BOUND TRUNK HIGHWAY 5 AND 1.0 FT (0.3 M) WEST OF A
 DO5055'WITNESS POST.
 DO5055
 DO5055                          STATION RECOVERY (2011)
 DO5055
 DO5055'RECOVERY NOTE BY MN DEPT OF TRANSP 2011 (DAS)
 DO5055'1.0 MILE SOUTH OF ST. PAUL, 0.5 MILE NORTH ALONG TRUNK HIGHWAY 5 FROM
 DO5055'JUNCTION OF TRUNK HIGHWAY 5 AND POST ROAD, AT TRUNK HIGHWAY 5
 DO5055'MILEPOINT 63.0, 150.0 FEET WEST OF EXIT TO MINNEAPOLIS/ST. PAUL
 DO5055'INTERNATIONAL AIRPORT, 118.5 FEET SOUTHEAST OF SOUTHEAST CORNER OF
 DO5055'WESTBOUND TRUNK HIGHWAY 5 BRIDGE, 76.4 FEET EAST OF WESTBOUND TRUNK
 DO5055'HIGHWAY 5, 1.0 FOOT WEST OF WITNESS POST.  ROD DEPTH UNKNOWN.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DO4728 ***********************************************************************
 DO4728  DESIGNATION -  2733 H
 DO4728  PID         -  DO4728
 DO4728  STATE/COUNTY-  MN/HENNEPIN
 DO4728  COUNTRY     -  US
 DO4728  USGS QUAD   -  MINNEAPOLIS SOUTH (2019)
 DO4728
 DO4728                         *CURRENT SURVEY CONTROL
 DO4728  ______________________________________________________________________
 DO4728* NAD 83(1986) POSITION- 44 54 14.00   (N) 093 20 57.24   (W)   HD_HELD1
 DO4728* NAVD 88 ORTHO HEIGHT -   275.311 (meters)      903.25  (feet) ADJUSTED
 DO4728  ______________________________________________________________________
 DO4728  GEOID HEIGHT    -        -27.017 (meters)                     GEOID18
 DO4728  DYNAMIC HEIGHT  -        275.303 (meters)      903.22  (feet) COMP
 DO4728  MODELED GRAVITY -    980,579.5   (mgal)                       NAVD 88
 DO4728
 DO4728  VERT ORDER      -  SECOND    CLASS I
 DO4728
 DO4728.The horizontal coordinates were determined by differentially corrected
 DO4728.hand held GPS observations or other comparable positioning techniques
 DO4728.and have an estimated accuracy of +/- 3 meters.
 DO4728
 DO4728.The orthometric height was determined by differential leveling and
 DO4728.adjusted by the NATIONAL GEODETIC SURVEY
 DO4728.in September 2013.
 DO4728
 DO4728.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO4728.GEOID18 height accuracy estimate available here.
 DO4728
 DO4728.Click photographs - Photos may exist for this station.
 DO4728
 DO4728.The dynamic height is computed by dividing the NAVD 88
 DO4728.geopotential number by the normal gravity value computed on the
 DO4728.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO4728.degrees latitude (g = 980.6199 gals.).
 DO4728
 DO4728.The modeled gravity was interpolated from observed gravity values.
 DO4728
 DO4728;                    North         East    Units  Estimated Accuracy
 DO4728;SPC MN S     -   311,750.9     851,393.3     MT  (+/- 3 meters HH1 GPS) 
 DO4728
 DO4728_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK7242972333(NAD 83)
 DO4728
 DO4728                          SUPERSEDED SURVEY CONTROL
 DO4728
 DO4728.No superseded survey control is available for this station.
 DO4728
 DO4728_MARKER: DB = BENCH MARK DISK
 DO4728_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DO4728_SP_SET: BRIDGE WALKWAY
 DO4728_STAMPING: 2733 H 1976
 DO4728_MARK LOGO: MNHD
 DO4728_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DO4728_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DO4728_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DO4728+SATELLITE: SATELLITE OBSERVATIONS - April 10, 2012
 DO4728
 DO4728  HISTORY     - Date     Condition        Report By
 DO4728  HISTORY     - 19760401 MONUMENTED       MNHD
 DO4728  HISTORY     - 20120410 GOOD             MNDT
 DO4728
 DO4728                          STATION DESCRIPTION
 DO4728
 DO4728'DESCRIBED BY MN DEPT OF TRANSP 2012 (BJB)
 DO4728'THE STATION IS LOCATED ABOUT 10.8 KM (6.7 MI) SOUTHWEST OF
 DO4728'MINNEAPOLIS, 9.3 KM (5.8 MI) EAST-SOUTHEAST OF HOPKINS, 8.1 KM (5.0
 DO4728'MI) NORTH-NORTHWEST OF BLOOMINGTON AND IN EDINA.
 DO4728'
 DO4728'IN EDINA, 2.7 MI (4.3 KM) SOUTH OF THE JUNCTION OF TRUNK HIGHWAY 100
 DO4728'AND TRUNK HIGHWAY 7.
 DO4728'
 DO4728'THE STATION IS LOCATED AT TRUNK HIGHWAY 100 MILE POINT 3.1, IN
 DO4728'SOUTHEAST CORNER OF PEDESTRIAN BRIDGE NUMBER 9896 OVER TRUNK HIGHWAY
 DO4728'100, AT LAKEVIEW DRIVE, AT BOTTOM OF BRIDGE RAMP NEAR CORNER OF A
 DO4728'FENCE.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DO4729 ***********************************************************************
 DO4729  DESIGNATION -  2733 J
 DO4729  PID         -  DO4729
 DO4729  STATE/COUNTY-  MN/HENNEPIN
 DO4729  COUNTRY     -  US
 DO4729  USGS QUAD   -  MINNEAPOLIS SOUTH (2019)
 DO4729
 DO4729                         *CURRENT SURVEY CONTROL
 DO4729  ______________________________________________________________________
 DO4729* NAD 83(1986) POSITION- 44 54 37.32   (N) 093 21 00.70   (W)   HD_HELD1
 DO4729* NAVD 88 ORTHO HEIGHT -   286.711 (meters)      940.65  (feet) ADJUSTED
 DO4729  ______________________________________________________________________
 DO4729  GEOID HEIGHT    -        -27.015 (meters)                     GEOID18
 DO4729  DYNAMIC HEIGHT  -        286.703 (meters)      940.62  (feet) COMP
 DO4729  MODELED GRAVITY -    980,579.5   (mgal)                       NAVD 88
 DO4729
 DO4729  VERT ORDER      -  SECOND    CLASS I
 DO4729
 DO4729.The horizontal coordinates were determined by differentially corrected
 DO4729.hand held GPS observations or other comparable positioning techniques
 DO4729.and have an estimated accuracy of +/- 3 meters.
 DO4729
 DO4729.The orthometric height was determined by differential leveling and
 DO4729.adjusted by the NATIONAL GEODETIC SURVEY
 DO4729.in September 2013.
 DO4729
 DO4729.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO4729.GEOID18 height accuracy estimate available here.
 DO4729
 DO4729.Click photographs - Photos may exist for this station.
 DO4729
 DO4729.The dynamic height is computed by dividing the NAVD 88
 DO4729.geopotential number by the normal gravity value computed on the
 DO4729.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO4729.degrees latitude (g = 980.6199 gals.).
 DO4729
 DO4729.The modeled gravity was interpolated from observed gravity values.
 DO4729
 DO4729;                    North         East    Units  Estimated Accuracy
 DO4729;SPC MN S     -   312,470.2     851,311.7     MT  (+/- 3 meters HH1 GPS) 
 DO4729
 DO4729_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK7235673052(NAD 83)
 DO4729
 DO4729                          SUPERSEDED SURVEY CONTROL
 DO4729
 DO4729.No superseded survey control is available for this station.
 DO4729
 DO4729_MARKER: DB = BENCH MARK DISK
 DO4729_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DO4729_SP_SET: ABUTMENT
 DO4729_STAMPING: 2733 J 1976
 DO4729_MARK LOGO: MNHD
 DO4729_MAGNETIC: N = NO MAGNETIC MATERIAL
 DO4729_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DO4729_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DO4729+SATELLITE: SATELLITE OBSERVATIONS - April 10, 2012
 DO4729
 DO4729  HISTORY     - Date     Condition        Report By
 DO4729  HISTORY     - 19760401 MONUMENTED       MNHD
 DO4729  HISTORY     - 20120410 GOOD             MNDT
 DO4729
 DO4729                          STATION DESCRIPTION
 DO4729
 DO4729'DESCRIBED BY MN DEPT OF TRANSP 2012 (KMS)
 DO4729'THE STATION IS LOCATED ABOUT 10.3 KM (6.4 MI) SOUTHWEST OF
 DO4729'MINNEAPOLIS, 9.0 KM (5.6 MI) EAST OF HOPKINS, 8.8 KM (5.5 MI)
 DO4729'NORTH-NORTHWEST OF BLOOMINGTON AND IN EDINA.
 DO4729'
 DO4729'IN EDINA, 2.4 MI (3.9 KM) SOUTH OF THE JUNCTION OF TRUNK HIGHWAY 100
 DO4729'AND TRUNK HIGHWAY 7, AT TRUNK HIGHWAY 100 MILE POINT 3.5.
 DO4729'
 DO4729'THE STATION IS LOCATED 2.0 FT (0.6 M) SOUTHEAST OF STREET SIGN, IN
 DO4729'SOUTHEAST CORNER OF EDEN AVENUE BRIDGE NUMBER 27029 OVER TRUNK HIGHWAY
 DO4729'100.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 AE3053 ***********************************************************************
 AE3053  DESIGNATION -  2733 K
 AE3053  PID         -  AE3053
 AE3053  STATE/COUNTY-  MN/HENNEPIN
 AE3053  COUNTRY     -  US
 AE3053  USGS QUAD   -  MINNEAPOLIS SOUTH (2019)
 AE3053
 AE3053                         *CURRENT SURVEY CONTROL
 AE3053  ______________________________________________________________________
 AE3053* NAD 83(1986) POSITION- 44 53 21.67   (N) 093 20 59.44   (W)   HD_HELD1
 AE3053* NAVD 88 ORTHO HEIGHT -   284.711 (meters)      934.09  (feet) ADJUSTED
 AE3053  ______________________________________________________________________
 AE3053  GEOID HEIGHT    -        -27.017 (meters)                     GEOID18
 AE3053  DYNAMIC HEIGHT  -        284.703 (meters)      934.06  (feet) COMP
 AE3053  MODELED GRAVITY -    980,580.0   (mgal)                       NAVD 88
 AE3053
 AE3053  VERT ORDER      -  SECOND    CLASS I
 AE3053
 AE3053.The horizontal coordinates were determined by differentially corrected
 AE3053.hand held GPS observations or other comparable positioning techniques
 AE3053.and have an estimated accuracy of +/- 3 meters.
 AE3053
 AE3053.The orthometric height was determined by differential leveling and
 AE3053.adjusted by the NATIONAL GEODETIC SURVEY
 AE3053.in September 2013.
 AE3053
 AE3053.Significant digits in the geoid height do not necessarily reflect accuracy.
 AE3053.GEOID18 height accuracy estimate available here.
 AE3053
 AE3053.Click photographs - Photos may exist for this station.
 AE3053
 AE3053.The dynamic height is computed by dividing the NAVD 88
 AE3053.geopotential number by the normal gravity value computed on the
 AE3053.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE3053.degrees latitude (g = 980.6199 gals.).
 AE3053
 AE3053.The modeled gravity was interpolated from observed gravity values.
 AE3053
 AE3053;                    North         East    Units  Estimated Accuracy
 AE3053;SPC MN S     -   310,135.3     851,357.9     MT  (+/- 3 meters HH1 GPS) 
 AE3053
 AE3053_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK7237370718(NAD 83)
 AE3053
 AE3053                          SUPERSEDED SURVEY CONTROL
 AE3053
 AE3053  NAVD 88 (11/23/99)  284.711  (m)          934.09   (f) SUPERSEDED  2 2
 AE3053
 AE3053.Superseded values are not recommended for survey control.
 AE3053
 AE3053.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE3053.See file dsdata.pdf to determine how the superseded data were derived.
 AE3053
 AE3053_MARKER: DB = BENCH MARK DISK
 AE3053_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 AE3053_SP_SET: BRIDGE ABUTMENT
 AE3053_STAMPING: 2733 K 1979
 AE3053_MARK LOGO: MNHD
 AE3053_MAGNETIC: N = NO MAGNETIC MATERIAL
 AE3053_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AE3053_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AE3053+SATELLITE: SATELLITE OBSERVATIONS - April 08, 2015
 AE3053
 AE3053  HISTORY     - Date     Condition        Report By
 AE3053  HISTORY     - 19781201 MONUMENTED       MNHD
 AE3053  HISTORY     - 1980     GOOD             MNDT
 AE3053  HISTORY     - 20070809 GOOD             MNDT
 AE3053  HISTORY     - 20120410 GOOD             MNDT
 AE3053  HISTORY     - 20150408 GOOD             MNDT
 AE3053
 AE3053                          STATION DESCRIPTION
 AE3053
 AE3053'DESCRIBED BY MN HIGHWAY DEPT 1978 (EGS)
 AE3053'THE MARK IS LOCATED IN THE CITY OF EDINA, AT THE JUNCTION OF TRUNK
 AE3053'HIGHWAYS 169 AND 212 WITH TRUNK HIGHWAY 100 AND IS IN THE NW 1/4 OF
 AE3053'SECTION 4, T116N, R21W.  THE MARK, A STANDARD MNDT BENCH MARK DISK
 AE3053'STAMPED---2733 K 1979---, IS SET IN THE SOUTHEAST CORNER OF BRIDGE
 AE3053'NUMBER 9500 (HIGHWAY 100 OVER HIGHWAYS 169 AND 212).  THE BRIDGE IS AT
 AE3053'HIGHWAY 169 MILEPOINT 123.5.
 AE3053
 AE3053                          STATION RECOVERY (1980)
 AE3053
 AE3053'RECOVERY NOTE BY MN DEPT OF TRANSP 1980 (EGS)
 AE3053'RECOVERED AS DESCRIBED.
 AE3053
 AE3053                          STATION RECOVERY (2007)
 AE3053
 AE3053'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (JJB)
 AE3053'THE MARK IS LOCATED ABOUT 6.4 MI (10.3 KM) EAST-NORTHEAST OF EDEN
 AE3053'PRAIRIE, 6.1 MI (9.8 KM) EAST-SOUTHEAST OF HOPKINS AND 4.2 MI (6.8 KM)
 AE3053'NORTHWEST OF BLOOMINGTON.
 AE3053'
 AE3053'TO REACH TO THE MARK IN EDINA, AT THE JUNCTION OF TRUNK HIGHWAY 62 AND
 AE3053'TRUNK HIGHWAY 100, IN SOUTHEAST CORNER OF TRUNK HIGHWAY 100 BRIDGE
 AE3053'9500 OVER TRUNK HIGHWAY 62.
 AE3053
 AE3053                          STATION RECOVERY (2012)
 AE3053
 AE3053'RECOVERY NOTE BY MN DEPT OF TRANSP 2012 (KMS)
 AE3053'RECOVERED AS DESCRIBED.
 AE3053
 AE3053                          STATION RECOVERY (2015)
 AE3053
 AE3053'RECOVERY NOTE BY MN DEPT OF TRANSP 2015 (MAS)
 AE3053'THE STATION IS LOCATED ABOUT 6.4 MI (10.3 KM) EAST-NORTHEAST OF EDEN
 AE3053'PRAIRIE, 6.1 MI (9.8 KM) EAST-SOUTHEAST OF HOPKINS AND 4.2 MI (6.8 KM)
 AE3053'NORTHWEST OF BLOOMINGTON.
 AE3053'
 AE3053'TO REACH THE MARK AT THE JUNCTION OF TRUNK HIGHWAY 62 AND TRUNK
 AE3053'HIGHWAY 100, AT TRUNK HIGHWAY 100 MILE POINT 2.1, IN SOUTHEAST CORNER
 AE3053'OF TRUNK HIGHWAY 100 BRIDGE NUMBER 9500 OVER TRUNK HIGHWAY 62.
 AE3053'
 AE3053'THE MARK IS LOCATED 5.5 FT (1.7 M) EAST OF NORTHBOUND TRUNK HIGHWAY
 AE3053'100 FOG LINE, SET IN BRIDGE IN 1978 WHEN BUILT, BUT STAMPED IN 1979
 AE3053'WHEN FIRST USED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 AE7111 ***********************************************************************
 AE7111  DESIGNATION -  2733 L
 AE7111  PID         -  AE7111
 AE7111  STATE/COUNTY-  MN/HENNEPIN
 AE7111  COUNTRY     -  US
 AE7111  USGS QUAD   -  BLOOMINGTON (2019)
 AE7111
 AE7111                         *CURRENT SURVEY CONTROL
 AE7111  ______________________________________________________________________
 AE7111* NAD 83(1986) POSITION- 44 51 50.62   (N) 093 20 58.40   (W)   HD_HELD1
 AE7111* NAVD 88 ORTHO HEIGHT -   257.476 (meters)      844.74  (feet) ADJUSTED
 AE7111  ______________________________________________________________________
 AE7111  GEOID HEIGHT    -        -27.026 (meters)                     GEOID18
 AE7111  DYNAMIC HEIGHT  -        257.469 (meters)      844.71  (feet) COMP
 AE7111  MODELED GRAVITY -    980,581.3   (mgal)                       NAVD 88
 AE7111
 AE7111  VERT ORDER      -  SECOND    CLASS I
 AE7111
 AE7111.The horizontal coordinates were determined by differentially corrected
 AE7111.hand held GPS observations or other comparable positioning techniques
 AE7111.and have an estimated accuracy of +/- 3 meters.
 AE7111
 AE7111.The orthometric height was determined by differential leveling and
 AE7111.adjusted by the NATIONAL GEODETIC SURVEY
 AE7111.in September 2013.
 AE7111
 AE7111.Significant digits in the geoid height do not necessarily reflect accuracy.
 AE7111.GEOID18 height accuracy estimate available here.
 AE7111
 AE7111.Click photographs - Photos may exist for this station.
 AE7111
 AE7111.The dynamic height is computed by dividing the NAVD 88
 AE7111.geopotential number by the normal gravity value computed on the
 AE7111.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE7111.degrees latitude (g = 980.6199 gals.).
 AE7111
 AE7111.The modeled gravity was interpolated from observed gravity values.
 AE7111
 AE7111;                    North         East    Units  Estimated Accuracy
 AE7111;SPC MN S     -   307,325.1     851,403.1     MT  (+/- 3 meters HH1 GPS) 
 AE7111
 AE7111_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK7238467908(NAD 83)
 AE7111
 AE7111                          SUPERSEDED SURVEY CONTROL
 AE7111
 AE7111  NAVD 88 (11/23/99)  257.479  (m)          844.75   (f) SUPERSEDED  2 2
 AE7111
 AE7111.Superseded values are not recommended for survey control.
 AE7111
 AE7111.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE7111.See file dsdata.pdf to determine how the superseded data were derived.
 AE7111
 AE7111_MARKER: DB = BENCH MARK DISK
 AE7111_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 AE7111_SP_SET: BRIDGE ABUTMENT
 AE7111_STAMPING: 2733 L 1980
 AE7111_MARK LOGO: MNHD
 AE7111_MAGNETIC: N = NO MAGNETIC MATERIAL
 AE7111_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AE7111_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AE7111+SATELLITE: SATELLITE OBSERVATIONS - September 10, 2013
 AE7111
 AE7111  HISTORY     - Date     Condition        Report By
 AE7111  HISTORY     - 19801101 MONUMENTED       MNHD
 AE7111  HISTORY     - 20050614 GOOD             MNDT
 AE7111  HISTORY     - 20070807 GOOD             MNDT
 AE7111  HISTORY     - 20111017 GOOD             MNDT
 AE7111  HISTORY     - 20130910 GOOD             MNDT
 AE7111
 AE7111                          STATION DESCRIPTION
 AE7111
 AE7111'DESCRIBED BY MN HIGHWAY DEPT 1980 (EGS)
 AE7111'THE MARK IS LOCATED IN THE CITY OF EDINA 0.4 MILES NORTH ALONG TRUNK
 AE7111'HIGHWAY 100 FROM ITS JUNCTION WITH INTERSTATE HIGHWAY 494 AND IS IN
 AE7111'THE SW 1/4 OF SECTION 31, T28N, R24W.  THE MARK, A STANDARD MNDT BENCH
 AE7111'MARK DISK STAMPED---2733 L 1980---, IS SET IN THE SOUTHEAST CORNER
 AE7111'(ABUTMENT) OF BRIDGE NUMBER 27210 (WEST 77TH STREET OVER TRUNK HIGHWAY
 AE7111'100).
 AE7111
 AE7111                          STATION RECOVERY (2005)
 AE7111
 AE7111'RECOVERY NOTE BY MN DEPT OF TRANSP 2005 (MPP)
 AE7111'IN EDINA, 0.4 MILES NORTH OF JUNCTION OF TRUNK HIGHWAY 100 AND
 AE7111'INTERSTATE HIGHWAY 494, IN SOUTHEAST CORNER OF WEST 77TH STREET BRIDGE
 AE7111'27210 OVER TRUNK HIGHWAY 100
 AE7111
 AE7111                          STATION RECOVERY (2007)
 AE7111
 AE7111'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (JJB)
 AE7111'THE MARK IS LOCATED ABOUT 7.0 MI (11.3 KM) SOUTHEAST OF HOPKINS, 6.0
 AE7111'MI (9.7 KM) EAST OF EDEN PRAIRIE AND 3.0 MI (4.8 KM) WEST-NORTHWEST OF
 AE7111'BLOOMINGTON.
 AE7111'
 AE7111'TO REACH TO THE MARK IN EDINA, 0.4 MI (0.6 KM) NORTH OF THE JUNCTION
 AE7111'OF TRUNK HIGHWAY 100 AND INTERSTATE HIGHWAY 494, IN SOUTHEAST CORNER
 AE7111'OF WEST 77TH STREET BRIDGE 27210 OVER TRUNK HIGHWAY 100.
 AE7111
 AE7111                          STATION RECOVERY (2011)
 AE7111
 AE7111'RECOVERY NOTE BY MN DEPT OF TRANSP 2011 (MJP)
 AE7111'THE STATION IS LOCATED ABOUT 11.2 KM (7.0 MI) SOUTHEAST OF HOPKINS,
 AE7111'9.6 KM (6.0 MI) EAST OF EDEN PRAIRIE, 4.8 KM (3.0 MI) WEST-NORTHWEST
 AE7111'OF BLOOMINGTON AND IN EDINA.
 AE7111'
 AE7111'IN EDINA, IN SOUTHEAST CORNER OF WEST 77TH STREET BRIDGE NUMBER 27210
 AE7111'OVER TRUNK HIGHWAY 100, 0.4 MI (0.6 KM) NORTH ALONG TRUNK HIGHWAY 100
 AE7111'FROM THE JUNCTION OF TRUNK HIGHWAY 100 AND INTERSTATE HIGHWAY 494 IN
 AE7111'EDINA, THEN 0.2 MI (0.3 KM) WEST ON WEST 77TH STREET/EDINA INDUSTRIAL
 AE7111'BOULEVARD.
 AE7111
 AE7111                          STATION RECOVERY (2013)
 AE7111
 AE7111'RECOVERY NOTE BY MN DEPT OF TRANSP 2013 (MAS)
 AE7111'IN EDINA, IN SOUTHEAST CORNER OF WEST 77TH STREET/ EDINA INDUSTRIAL
 AE7111'BOULEVARD BRIDGE NUMBER 27210 OVER TRUNK HIGHWAY 100, 0.4 MILE NORTH
 AE7111'ALONG TRUNK HIGHWAY 100 FROM JUNCTION OF TRUNK HIGHWAY 100 AND
 AE7111'INTERSTATE HIGHWAY 494 IN EDINA, AT TRUNK HIGHWAY 100 MILEPOINT 0.35,
 AE7111'10.0 FEET SOUTH OF WEST 77TH STREET/ INDUSTRIAL BOULEVARD FOGLINE.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 AE7112 ***********************************************************************
 AE7112  DESIGNATION -  2733 M
 AE7112  PID         -  AE7112
 AE7112  STATE/COUNTY-  MN/HENNEPIN
 AE7112  COUNTRY     -  US
 AE7112  USGS QUAD   -  MINNEAPOLIS SOUTH (2019)
 AE7112
 AE7112                         *CURRENT SURVEY CONTROL
 AE7112  ______________________________________________________________________
 AE7112* NAD 83(1986) POSITION- 44 52 33.33   (N) 093 21 00.97   (W)   HD_HELD1
 AE7112* NAVD 88 ORTHO HEIGHT -   264.565 (meters)      867.99  (feet) ADJUSTED
 AE7112  ______________________________________________________________________
 AE7112  GEOID HEIGHT    -        -27.020 (meters)                     GEOID18
 AE7112  DYNAMIC HEIGHT  -        264.557 (meters)      867.97  (feet) COMP
 AE7112  MODELED GRAVITY -    980,580.6   (mgal)                       NAVD 88
 AE7112
 AE7112  VERT ORDER      -  SECOND    CLASS II
 AE7112
 AE7112.The horizontal coordinates were determined by differentially corrected
 AE7112.hand held GPS observations or other comparable positioning techniques
 AE7112.and have an estimated accuracy of +/- 3 meters.
 AE7112
 AE7112.The orthometric height was determined by differential leveling and
 AE7112.adjusted by the NATIONAL GEODETIC SURVEY
 AE7112.in November 1999.
 AE7112
 AE7112.Significant digits in the geoid height do not necessarily reflect accuracy.
 AE7112.GEOID18 height accuracy estimate available here.
 AE7112
 AE7112.Click photographs - Photos may exist for this station.
 AE7112
 AE7112.The dynamic height is computed by dividing the NAVD 88
 AE7112.geopotential number by the normal gravity value computed on the
 AE7112.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE7112.degrees latitude (g = 980.6199 gals.).
 AE7112
 AE7112.The modeled gravity was interpolated from observed gravity values.
 AE7112
 AE7112;                    North         East    Units  Estimated Accuracy
 AE7112;SPC MN S     -   308,642.9     851,336.2     MT  (+/- 3 meters HH1 GPS) 
 AE7112
 AE7112_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK7233369227(NAD 83)
 AE7112
 AE7112                          SUPERSEDED SURVEY CONTROL
 AE7112
 AE7112.No superseded survey control is available for this station.
 AE7112
 AE7112_MARKER: DB = BENCH MARK DISK
 AE7112_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AE7112_SP_SET: BRIDGE RAILING
 AE7112_STAMPING: 2733 M 1980
 AE7112_MARK LOGO: MNDT
 AE7112_MAGNETIC: N = NO MAGNETIC MATERIAL
 AE7112_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AE7112_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AE7112+SATELLITE: SATELLITE OBSERVATIONS - October 17, 2011
 AE7112
 AE7112  HISTORY     - Date     Condition        Report By
 AE7112  HISTORY     - 1980     MONUMENTED       MNDT
 AE7112  HISTORY     - 20070905 GOOD             MNDT
 AE7112  HISTORY     - 20111017 GOOD             MNDT
 AE7112
 AE7112                          STATION DESCRIPTION
 AE7112
 AE7112'DESCRIBED BY MN DEPT OF TRANSP 1980 (EGS)
 AE7112'THE MARK IS LOCATED IN THE CITY OF EDINA, 1.2 MILES NORTH ALONG TRUNK
 AE7112'HIGHWAY 100 FROM ITS JUNCTION WITH INTERSTATE HIGHWAY 494 AND IS IN
 AE7112'THE NW 1/4 OF SECTION 31, T28N, R24W.  THE MARK, A STANDARD MNDT BENCH
 AE7112'MARK DISK STAMPED---2733 M 1980---, IS SET IN THE TOP OF THE CRASH
 AE7112'RAIL IN THE SOUTHEAST CORNER OF BRIDGE NUMBER 9431 (TRUNK HIGHWAY 100
 AE7112'OVER WEST 70TH STREET).
 AE7112
 AE7112                          STATION RECOVERY (2007)
 AE7112
 AE7112'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (WEF)
 AE7112'THE MARK IS LOCATED ABOUT 6.5 MI (10.5 KM) EAST-SOUTHEAST OF HOPKINS,
 AE7112'6.1 MI (9.8 KM) EAST-NORTHEAST OF EDEN PRAIRIE AND 3.5 MI (5.6 KM)
 AE7112'NORTHWEST OF BLOOMINGTON.
 AE7112'
 AE7112'TO REACH TO THE MARK IN EDINA, 1.2 MI (1.9 KM) NORTH OF THE JUNCTION
 AE7112'OF INTERSTATE HIGHWAY 494 AND TRUNK HIGHWAY 100, IN CRASH RAIL AT
 AE7112'SOUTHEAST CORNER OF TRUNK HIGHWAY 100 BRIDGE 9431 OVER WEST 70TH
 AE7112'STREET.
 AE7112
 AE7112                          STATION RECOVERY (2011)
 AE7112
 AE7112'RECOVERY NOTE BY MN DEPT OF TRANSP 2011 (DAS)
 AE7112'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DO4726 ***********************************************************************
 DO4726  DESIGNATION -  2733 P
 DO4726  PID         -  DO4726
 DO4726  STATE/COUNTY-  MN/HENNEPIN
 DO4726  COUNTRY     -  US
 DO4726  USGS QUAD   -  BLOOMINGTON (2019)
 DO4726
 DO4726                         *CURRENT SURVEY CONTROL
 DO4726  ______________________________________________________________________
 DO4726* NAD 83(2011) POSITION- 44 52 04.37373(N) 093 20 59.04589(W)   ADJUSTED
 DO4726* NAD 83(2011) ELLIP HT-   227.140 (meters)        (01/16/14)   ADJUSTED
 DO4726* NAD 83(2011) EPOCH   -  2010.00
 DO4726* NAVD 88 ORTHO HEIGHT -   254.174 (meters)      833.90  (feet) ADJUSTED
 DO4726  ______________________________________________________________________
 DO4726  GEOID HEIGHT    -        -27.024 (meters)                     GEOID18
 DO4726  NAD 83(2011) X  -   -264,580.901 (meters)                     COMP
 DO4726  NAD 83(2011) Y  - -4,520,385.475 (meters)                     COMP
 DO4726  NAD 83(2011) Z  -  4,477,114.677 (meters)                     COMP
 DO4726  LAPLACE CORR    -         -3.84  (seconds)                    DEFLEC18
 DO4726  DYNAMIC HEIGHT  -        254.167 (meters)      833.88  (feet) COMP
 DO4726  MODELED GRAVITY -    980,581.0   (mgal)                       NAVD 88
 DO4726
 DO4726  VERT ORDER      -  SECOND    CLASS I
 DO4726
 DO4726  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DO4726  Standards:
 DO4726         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DO4726            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DO4726  -------------------------------------------------------------------
 DO4726  NETWORK    0.55   0.86           0.25   0.19   0.44      0.17506746
 DO4726  -------------------------------------------------------------------
 DO4726  Click here for local accuracies and other accuracy information.
 DO4726
 DO4726.The horizontal coordinates were established by GPS observations
 DO4726.and adjusted by the MN DEPT OF TRANSP in January 2014.
 DO4726
 DO4726.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DO4726.been affixed to the stable North American tectonic plate. See 
 DO4726.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DO4726
 DO4726.The horizontal coordinates are valid at the epoch date displayed above
 DO4726.which is a decimal equivalence of Year/Month/Day.
 DO4726
 DO4726.The orthometric height was determined by differential leveling and
 DO4726.adjusted by the NATIONAL GEODETIC SURVEY
 DO4726.in September 2013.
 DO4726
 DO4726.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO4726.GEOID18 height accuracy estimate available here.
 DO4726
 DO4726.Click photographs - Photos may exist for this station.
 DO4726
 DO4726.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DO4726
 DO4726.The Laplace correction was computed from DEFLEC18 derived deflections.
 DO4726
 DO4726.The ellipsoidal height was determined by GPS observations
 DO4726.and is referenced to NAD 83.
 DO4726
 DO4726.The dynamic height is computed by dividing the NAVD 88
 DO4726.geopotential number by the normal gravity value computed on the
 DO4726.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO4726.degrees latitude (g = 980.6199 gals.).
 DO4726
 DO4726.The modeled gravity was interpolated from observed gravity values.
 DO4726
 DO4726. The following values were computed from the NAD 83(2011) position.
 DO4726
 DO4726;                    North         East     Units Scale Factor Converg.
 DO4726;SPC MN S     -   307,749.503   851,385.533   MT  0.99994246   +0 27 20.8
 DO4726;SPC MN S     - 1,009,674.83  2,793,254.04   sFT  0.99994246   +0 27 20.8
 DO4726;UTM  15      - 4,968,333.376   472,372.260   MT  0.99960939   -0 14 48.2
 DO4726
 DO4726!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DO4726!SPC MN S     -   0.99996439  x   0.99994246  =   0.99990685
 DO4726!UTM  15      -   0.99996439  x   0.99960939  =   0.99957379
 DO4726
 DO4726:                Primary Azimuth Mark                     Grid Az
 DO4726:SPC MN S     -  2733 Q                                   357 42 52.6
 DO4726:UTM  15      -  2733 Q                                   358 25 01.6
 DO4726
 DO4726_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK7237268333(NAD 83)
 DO4726
 DO4726|---------------------------------------------------------------------|
 DO4726| PID    Reference Object                     Distance      Geod. Az  |
 DO4726|                                                           dddmmss.s |
 DO4726| DO4727 2733 Q                              APPROX. 1.1 KM 3581013.4 |
 DO4726|---------------------------------------------------------------------|
 DO4726
 DO4726                          SUPERSEDED SURVEY CONTROL
 DO4726
 DO4726.No superseded survey control is available for this station.
 DO4726
 DO4726_MARKER: I = METAL ROD
 DO4726_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DO4726_STAMPING: 2733 P 2012
 DO4726_MARK LOGO: MNDT
 DO4726_PROJECTION: RECESSED 5 CENTIMETERS
 DO4726_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DO4726_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DO4726_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DO4726+SATELLITE: SATELLITE OBSERVATIONS - April 08, 2020
 DO4726_ROD/PIPE-DEPTH: 13.7 meters
 DO4726
 DO4726  HISTORY     - Date     Condition        Report By
 DO4726  HISTORY     - 20120401 MONUMENTED       MNDT
 DO4726  HISTORY     - 20130910 GOOD             MNDT
 DO4726  HISTORY     - 20150408 GOOD             MNDT
 DO4726  HISTORY     - 20200408 GOOD             MNDT
 DO4726
 DO4726                          STATION DESCRIPTION
 DO4726
 DO4726'DESCRIBED BY MN DEPT OF TRANSP 2012 (MJP)
 DO4726'THE STATION IS LOCATED ABOUT 10.9 KM (6.8 MI) SOUTHEAST OF HOPKINS,
 DO4726'9.7 KM (6.0 MI) EAST OF EDEN PRAIRIE, 5.1 KM (3.2 MI) NORTHWEST OF
 DO4726'BLOOMINGTON AND IN EDINA.
 DO4726'
 DO4726'IN EDINA, 0.6 MI (1.0 KM) NORTH ALONG TRUNK HIGHWAY 100 FROM THE
 DO4726'JUNCTION OF TRUNK HIGHWAY 100 AND INTERSTATE HIGHWAY 494 IN EDINA, AT
 DO4726'TRUNK HIGHWAY 100 MILE POINT 0.6.
 DO4726'
 DO4726'THE STATION IS LOCATED 58.8 FT (17.9 M) EAST OF NORTHBOUND TRUNK
 DO4726'HIGHWAY 100 FOG LINE, 53.0 FT (16.2 M) NORTHEAST OF LIGHT POLE NUMBER
 DO4726'H2C 1, 1.5 FT (0.5 M) WEST OF A WITNESS POST.
 DO4726
 DO4726                          STATION RECOVERY (2013)
 DO4726
 DO4726'RECOVERY NOTE BY MN DEPT OF TRANSP 2013 (KMS)
 DO4726'IN EDINA, 0.6 MI (1.0 KM) NORTH ALONG TRUNK HIGHWAY 100  FROM THE
 DO4726'JUNCTION OF TRUNK HIGHWAY 100 AND INTERSTATE HIGHWAY 494 IN EDINA, AT
 DO4726'TRUNK HIGHWAY 100 MILE POINT 0.6, 58.8 FT (17.9 M) EAST OF NORTHBOUND
 DO4726'TRUNK HIGHWAY 100 FOG LINE, 53.0 FT (16.2 M) NORTHEAST OF LIGHT POLE
 DO4726'NUMBER H2C 1, 1.5 FT (0.5 M) WEST OF A WITNESS POST.
 DO4726
 DO4726                          STATION RECOVERY (2015)
 DO4726
 DO4726'RECOVERY NOTE BY MN DEPT OF TRANSP 2015 (MAS)
 DO4726'RECOVERED IN GOOD CONDITION.
 DO4726
 DO4726                          STATION RECOVERY (2020)
 DO4726
 DO4726'RECOVERY NOTE BY MN DEPT OF TRANSP 2020 (SEL)
 DO4726'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DO4727 ***********************************************************************
 DO4727  DESIGNATION -  2733 Q
 DO4727  PID         -  DO4727
 DO4727  STATE/COUNTY-  MN/HENNEPIN
 DO4727  COUNTRY     -  US
 DO4727  USGS QUAD   -  MINNEAPOLIS SOUTH (2019)
 DO4727
 DO4727                         *CURRENT SURVEY CONTROL
 DO4727  ______________________________________________________________________
 DO4727* NAD 83(2011) POSITION- 44 52 40.46535(N) 093 21 00.66739(W)   ADJUSTED
 DO4727* NAD 83(2011) ELLIP HT-   239.614 (meters)        (01/16/14)   ADJUSTED
 DO4727* NAD 83(2011) EPOCH   -  2010.00
 DO4727* NAVD 88 ORTHO HEIGHT -   266.645 (meters)      874.82  (feet) ADJUSTED
 DO4727  ______________________________________________________________________
 DO4727  GEOID HEIGHT    -        -27.019 (meters)                     GEOID18
 DO4727  NAD 83(2011) X  -   -264,571.016 (meters)                     COMP
 DO4727  NAD 83(2011) Y  - -4,519,607.481 (meters)                     COMP
 DO4727  NAD 83(2011) Z  -  4,477,913.055 (meters)                     COMP
 DO4727  LAPLACE CORR    -         -3.79  (seconds)                    DEFLEC18
 DO4727  DYNAMIC HEIGHT  -        266.637 (meters)      874.79  (feet) COMP
 DO4727  MODELED GRAVITY -    980,580.5   (mgal)                       NAVD 88
 DO4727
 DO4727  VERT ORDER      -  SECOND    CLASS I
 DO4727
 DO4727  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DO4727  Standards:
 DO4727         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DO4727            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DO4727  -------------------------------------------------------------------
 DO4727  NETWORK    0.47   0.76           0.22   0.15   0.39      0.09670442
 DO4727  -------------------------------------------------------------------
 DO4727  Click here for local accuracies and other accuracy information.
 DO4727
 DO4727.The horizontal coordinates were established by GPS observations
 DO4727.and adjusted by the MN DEPT OF TRANSP in January 2014.
 DO4727
 DO4727.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DO4727.been affixed to the stable North American tectonic plate. See 
 DO4727.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DO4727
 DO4727.The horizontal coordinates are valid at the epoch date displayed above
 DO4727.which is a decimal equivalence of Year/Month/Day.
 DO4727
 DO4727.The orthometric height was determined by differential leveling and
 DO4727.adjusted by the NATIONAL GEODETIC SURVEY
 DO4727.in September 2013.
 DO4727
 DO4727.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO4727.GEOID18 height accuracy estimate available here.
 DO4727
 DO4727.Click photographs - Photos may exist for this station.
 DO4727
 DO4727.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DO4727
 DO4727.The Laplace correction was computed from DEFLEC18 derived deflections.
 DO4727
 DO4727.The ellipsoidal height was determined by GPS observations
 DO4727.and is referenced to NAD 83.
 DO4727
 DO4727.The dynamic height is computed by dividing the NAVD 88
 DO4727.geopotential number by the normal gravity value computed on the
 DO4727.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO4727.degrees latitude (g = 980.6199 gals.).
 DO4727
 DO4727.The modeled gravity was interpolated from observed gravity values.
 DO4727
 DO4727. The following values were computed from the NAD 83(2011) position.
 DO4727
 DO4727;                    North         East     Units Scale Factor Converg.
 DO4727;SPC MN S     -   308,863.242   851,341.085   MT  0.99994359   +0 27 19.7
 DO4727;SPC MN S     - 1,013,328.82  2,793,108.21   sFT  0.99994359   +0 27 19.7
 DO4727;UTM  15      - 4,969,447.205   472,341.481   MT  0.99960941   -0 14 49.5
 DO4727
 DO4727!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DO4727!SPC MN S     -   0.99996243  x   0.99994359  =   0.99990602
 DO4727!UTM  15      -   0.99996243  x   0.99960941  =   0.99957186
 DO4727
 DO4727:                Primary Azimuth Mark                     Grid Az
 DO4727:SPC MN S     -  2733 P                                   177 42 52.5
 DO4727:UTM  15      -  2733 P                                   178 25 01.7
 DO4727
 DO4727_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK7234169447(NAD 83)
 DO4727
 DO4727|---------------------------------------------------------------------|
 DO4727| PID    Reference Object                     Distance      Geod. Az  |
 DO4727|                                                           dddmmss.s |
 DO4727| DO4726 2733 P                              APPROX. 1.1 KM 1781012.2 |
 DO4727|---------------------------------------------------------------------|
 DO4727
 DO4727                          SUPERSEDED SURVEY CONTROL
 DO4727
 DO4727.No superseded survey control is available for this station.
 DO4727
 DO4727_MARKER: I = METAL ROD
 DO4727_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DO4727_STAMPING: 2733 Q 2012
 DO4727_MARK LOGO: MNDT
 DO4727_PROJECTION: RECESSED 5 CENTIMETERS
 DO4727_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DO4727_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DO4727_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DO4727+SATELLITE: SATELLITE OBSERVATIONS - April 08, 2015
 DO4727_ROD/PIPE-DEPTH: 4.6 meters
 DO4727
 DO4727  HISTORY     - Date     Condition        Report By
 DO4727  HISTORY     - 20120412 MONUMENTED       MNDT
 DO4727  HISTORY     - 20120604 GOOD             MNDT
 DO4727  HISTORY     - 20150408 GOOD             MNDT
 DO4727
 DO4727                          STATION DESCRIPTION
 DO4727
 DO4727'DESCRIBED BY MN DEPT OF TRANSP 2012
 DO4727'THE STATION IS LOCATED ABOUT 10.3 KM (6.4 MI) EAST-SOUTHEAST OF
 DO4727'HOPKINS, 9.9 KM (6.2 MI) EAST-NORTHEAST OF EDEN PRAIRIE, 5.8 KM (3.6
 DO4727'MI) NORTHWEST OF BLOOMINGTON AND IN EDINA.
 DO4727'
 DO4727'IN EDINA, 1.35 MI (2.2 KM) NORTH ALONG TRUNK HIGHWAY 100 FROM THE
 DO4727'JUNCTION OF TRUNK HIGHWAY 100 AND INTERSTATE HIGHWAY 494 IN EDINA, AT
 DO4727'TRUNK HIGHWAY 100 MILE POINT 1.35.
 DO4727'
 DO4727'THE STATION IS LOCATED 106.9 FT (32.6 M) SOUTH OF LIGHT POLE NUMBER
 DO4727'H2E 7, 40.6 FT (12.4 M) WEST OF RAMP FROM WESTBOUND WEST 70TH STREET
 DO4727'TO NORTHBOUND TRUNK HIGHWAY 100, 25.5 FT (7.8 M) EAST OF NORTHBOUND
 DO4727'TRUNK HIGHWAY 100 FOG LINE, 1.5 FT (0.5 M) NORTH OF A WITNESS POST.
 DO4727
 DO4727                          STATION RECOVERY (2012)
 DO4727
 DO4727'RECOVERY NOTE BY MN DEPT OF TRANSP 2012 (DXS)
 DO4727'IN EDINA, 1.35 MILES NORTH ALONG TRUNK HIGHWAY 100 FROM JUNCTION OF
 DO4727'TRUNK HIGHWAY 100 AND INTERSTATE HIGHWAY 494 IN EDINA, AT TRUNK
 DO4727'HIGHWAY 100 MILEPOINT 1.35, 106.9 FEET SOUTH OF LIGHT POLE NUMBER H2E
 DO4727'7, 40.6 FEET WEST OF RAMP FROM WESTBOUND WEST 70TH STREET TO
 DO4727'NORTHBOUND TRUNK HIGHWAY 100, 25.5 FEET EAST OF NORTHBOUND TRUNK
 DO4727'HIGHWAY 100 FOG LINE, 1.5 FEET NORTH OF WITNESS POST.
 DO4727
 DO4727                          STATION RECOVERY (2015)
 DO4727
 DO4727'RECOVERY NOTE BY MN DEPT OF TRANSP 2015 (MAS)
 DO4727'IN EDINA, 1.35 MI (2.2 KM) NORTH ALONG TRUNK HIGHWAY 100  FROM THE
 DO4727'JUNCTION OF TRUNK HIGHWAY 100 AND INTERSTATE HIGHWAY 494 IN EDINA, AT
 DO4727'TRUNK HIGHWAY 100 MILE POINT 1.35, 106.9 FT (32.6 M) SOUTH OF LIGHT
 DO4727'POLE NUMBER H2E 7, 40.6 FT (12.4 M) WEST OF RAMP FROM WESTBOUND WEST
 DO4727'70TH STREET TO NORTHBOUND TRUNK HIGHWAY 100, 25.5 FT (7.8 M) EAST OF
 DO4727'NORTHBOUND TRUNK HIGHWAY 100 FOG LINE, 1.5 FT (0.5 M) NORTH OF A
 DO4727'WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DO4733 ***********************************************************************
 DO4733  DESIGNATION -  2734 B
 DO4733  PID         -  DO4733
 DO4733  STATE/COUNTY-  MN/HENNEPIN
 DO4733  COUNTRY     -  US
 DO4733  USGS QUAD   -  MINNEAPOLIS SOUTH (2019)
 DO4733
 DO4733                         *CURRENT SURVEY CONTROL
 DO4733  ______________________________________________________________________
 DO4733* NAD 83(1986) POSITION- 44 55 35.6    (N) 093 20 57.6    (W)   HD_HELD2
 DO4733* NAVD 88 ORTHO HEIGHT -   280.037 (meters)      918.75  (feet) ADJUSTED
 DO4733  ______________________________________________________________________
 DO4733  GEOID HEIGHT    -        -27.019 (meters)                     GEOID18
 DO4733  DYNAMIC HEIGHT  -        280.029 (meters)      918.73  (feet) COMP
 DO4733  MODELED GRAVITY -    980,580.0   (mgal)                       NAVD 88
 DO4733
 DO4733  VERT ORDER      -  SECOND    CLASS I
 DO4733
 DO4733.The horizontal coordinates were established by autonomous hand held GPS
 DO4733.observations and have an estimated accuracy of +/- 10 meters.
 DO4733
 DO4733.The orthometric height was determined by differential leveling and
 DO4733.adjusted by the NATIONAL GEODETIC SURVEY
 DO4733.in September 2013.
 DO4733
 DO4733.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO4733.GEOID18 height accuracy estimate available here.
 DO4733
 DO4733.Click photographs - Photos may exist for this station.
 DO4733
 DO4733.The dynamic height is computed by dividing the NAVD 88
 DO4733.geopotential number by the normal gravity value computed on the
 DO4733.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO4733.degrees latitude (g = 980.6199 gals.).
 DO4733
 DO4733.The modeled gravity was interpolated from observed gravity values.
 DO4733
 DO4733;                    North         East    Units  Estimated Accuracy
 DO4733;SPC MN S     -   314,270.      851,365.      MT  (+/- 10 meters HH2 GPS)
 DO4733
 DO4733_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK7243274851(NAD 83)
 DO4733
 DO4733                          SUPERSEDED SURVEY CONTROL
 DO4733
 DO4733.No superseded survey control is available for this station.
 DO4733
 DO4733_MARKER: DB = BENCH MARK DISK
 DO4733_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DO4733_SP_SET: PIER
 DO4733_STAMPING: 2734 B 1976
 DO4733_MARK LOGO: MNHD
 DO4733_MAGNETIC: N = NO MAGNETIC MATERIAL
 DO4733_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DO4733_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DO4733+SATELLITE: SATELLITE OBSERVATIONS - April 10, 2012
 DO4733
 DO4733  HISTORY     - Date     Condition        Report By
 DO4733  HISTORY     - 19760401 MONUMENTED       MNHD
 DO4733  HISTORY     - 20120410 GOOD             MNDT
 DO4733
 DO4733                          STATION DESCRIPTION
 DO4733
 DO4733'DESCRIBED BY MN DEPT OF TRANSP 2012 (KMS)
 DO4733'THE STATION IS LOCATED ABOUT 10.4 KM (6.5 MI) NORTH-NORTHWEST OF
 DO4733'BLOOMINGTON, 9.0 KM (5.6 MI) SOUTHWEST OF MINNEAPOLIS, 8.9 KM (5.5 MI)
 DO4733'EAST OF HOPKINS AND IN SAINT LOUIS PARK.
 DO4733'
 DO4733'IN SAINT LOUIS PARK, 1.3 MI (2.1 KM) SOUTH ALONG TRUNK HIGHWAY 100
 DO4733'FROM THE JUNCTION OF TRUNK HIGHWAY 100 AND TRUNK HIGHWAY 7 IN SAINT
 DO4733'LOUIS PARK, AT TRUNK HIGHWAY 100 MILE POINT 4.6, IN SOUTHEAST CORNER
 DO4733'OF EAST PIER FOOTING OF PEDESTRIAN BRIDGE NUMBER 27105.
 DO4733'
 DO4733'THE STATION IS LOCATED 14.0 FT (4.3 M) WEST OF A CHAIN LINK FENCE, 1.5
 DO4733'FT (0.5 M) EAST OF NORTHBOUND TRUNK HIGHWAY 100 CURB AT WEST 41ST
 DO4733'STREET AND 0.5 FT (15 CM) EAST OF A GUARDRAIL.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DO4730 ***********************************************************************
 DO4730  DESIGNATION -  2734 C
 DO4730  PID         -  DO4730
 DO4730  STATE/COUNTY-  MN/HENNEPIN
 DO4730  COUNTRY     -  US
 DO4730  USGS QUAD   -  MINNEAPOLIS SOUTH (2019)
 DO4730
 DO4730                         *CURRENT SURVEY CONTROL
 DO4730  ______________________________________________________________________
 DO4730* NAD 83(1986) POSITION- 44 54 44.02   (N) 093 21 01.26   (W)   HD_HELD1
 DO4730* NAVD 88 ORTHO HEIGHT -   284.697 (meters)      934.04  (feet) ADJUSTED
 DO4730  ______________________________________________________________________
 DO4730  GEOID HEIGHT    -        -27.015 (meters)                     GEOID18
 DO4730  DYNAMIC HEIGHT  -        284.688 (meters)      934.01  (feet) COMP
 DO4730  MODELED GRAVITY -    980,579.6   (mgal)                       NAVD 88
 DO4730
 DO4730  VERT ORDER      -  SECOND    CLASS I
 DO4730
 DO4730.The horizontal coordinates were determined by differentially corrected
 DO4730.hand held GPS observations or other comparable positioning techniques
 DO4730.and have an estimated accuracy of +/- 3 meters.
 DO4730
 DO4730.The orthometric height was determined by differential leveling and
 DO4730.adjusted by the NATIONAL GEODETIC SURVEY
 DO4730.in September 2013.
 DO4730
 DO4730.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO4730.GEOID18 height accuracy estimate available here.
 DO4730
 DO4730.Click photographs - Photos may exist for this station.
 DO4730
 DO4730.The dynamic height is computed by dividing the NAVD 88
 DO4730.geopotential number by the normal gravity value computed on the
 DO4730.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO4730.degrees latitude (g = 980.6199 gals.).
 DO4730
 DO4730.The modeled gravity was interpolated from observed gravity values.
 DO4730
 DO4730;                    North         East    Units  Estimated Accuracy
 DO4730;SPC MN S     -   312,676.9     851,297.8     MT  (+/- 3 meters HH1 GPS) 
 DO4730
 DO4730_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK7234473259(NAD 83)
 DO4730
 DO4730                          SUPERSEDED SURVEY CONTROL
 DO4730
 DO4730.No superseded survey control is available for this station.
 DO4730
 DO4730_MARKER: DB = BENCH MARK DISK
 DO4730_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DO4730_SP_SET: ABUTMENT
 DO4730_STAMPING: 2734 C 1976
 DO4730_MARK LOGO: MNHD
 DO4730_MAGNETIC: N = NO MAGNETIC MATERIAL
 DO4730_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DO4730_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DO4730+SATELLITE: SATELLITE OBSERVATIONS - April 10, 2012
 DO4730
 DO4730  HISTORY     - Date     Condition        Report By
 DO4730  HISTORY     - 19760401 MONUMENTED       MNHD
 DO4730  HISTORY     - 20120410 GOOD             MNDT
 DO4730
 DO4730                          STATION DESCRIPTION
 DO4730
 DO4730'DESCRIBED BY MN DEPT OF TRANSP 2012 (BJB)
 DO4730'THE STATION IS LOCATED ABOUT 10.2 KM (6.3 MI) SOUTHWEST OF
 DO4730'MINNEAPOLIS, 9.0 KM (5.6 MI) EAST OF HOPKINS, 8.9 KM (5.5 MI)
 DO4730'NORTH-NORTHWEST OF BLOOMINGTON AND IN EDINA.
 DO4730'
 DO4730'IN EDINA, 2.2 MI (3.5 KM) SOUTH OF THE JUNCTION OF TRUNK HIGHWAY 100
 DO4730'AND TRUNK HIGHWAY 7, IN SOUTHEAST CORNER OF WEST 50TH STREET BRIDGE
 DO4730'NUMBER 27102 OVER TRUNK HIGHWAY 100, AT TRUNK HIGHWAY 100 MILE POINT
 DO4730'3.7.
 DO4730'
 DO4730'THE STATION IS LOCATED 4.0 FT (1.2 M) FROM SOUTHEAST CORNER OF BRIDGE
 DO4730'BEHIND THE CRASH RAIL.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DO4732 ***********************************************************************
 DO4732  DESIGNATION -  2734 G
 DO4732  PID         -  DO4732
 DO4732  STATE/COUNTY-  MN/HENNEPIN
 DO4732  COUNTRY     -  US
 DO4732  USGS QUAD   -  MINNEAPOLIS SOUTH (2019)
 DO4732
 DO4732                         *CURRENT SURVEY CONTROL
 DO4732  ______________________________________________________________________
 DO4732* NAD 83(2011) POSITION- 44 54 50.60858(N) 093 21 03.06462(W)   ADJUSTED
 DO4732* NAD 83(2011) ELLIP HT-   251.412 (meters)        (01/16/14)   ADJUSTED
 DO4732* NAD 83(2011) EPOCH   -  2010.00
 DO4732* NAVD 88 ORTHO HEIGHT -   278.423 (meters)      913.46  (feet) ADJUSTED
 DO4732  ______________________________________________________________________
 DO4732  GEOID HEIGHT    -        -27.015 (meters)                     GEOID18
 DO4732  NAD 83(2011) X  -   -264,458.284 (meters)                     COMP
 DO4732  NAD 83(2011) Y  - -4,516,781.891 (meters)                     COMP
 DO4732  NAD 83(2011) Z  -  4,480,767.404 (meters)                     COMP
 DO4732  LAPLACE CORR    -         -3.85  (seconds)                    DEFLEC18
 DO4732  DYNAMIC HEIGHT  -        278.415 (meters)      913.43  (feet) COMP
 DO4732  MODELED GRAVITY -    980,579.6   (mgal)                       NAVD 88
 DO4732
 DO4732  VERT ORDER      -  SECOND    CLASS I
 DO4732
 DO4732  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DO4732  Standards:
 DO4732         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DO4732            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DO4732  -------------------------------------------------------------------
 DO4732  NETWORK    0.53   0.74           0.25   0.16   0.38      0.11113283
 DO4732  -------------------------------------------------------------------
 DO4732  Click here for local accuracies and other accuracy information.
 DO4732
 DO4732.The horizontal coordinates were established by GPS observations
 DO4732.and adjusted by the MN DEPT OF TRANSP in January 2014.
 DO4732
 DO4732.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DO4732.been affixed to the stable North American tectonic plate. See 
 DO4732.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DO4732
 DO4732.The horizontal coordinates are valid at the epoch date displayed above
 DO4732.which is a decimal equivalence of Year/Month/Day.
 DO4732
 DO4732.The orthometric height was determined by differential leveling and
 DO4732.adjusted by the NATIONAL GEODETIC SURVEY
 DO4732.in September 2013.
 DO4732
 DO4732.No vertical observational check was made to the station.
 DO4732
 DO4732.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO4732.GEOID18 height accuracy estimate available here.
 DO4732
 DO4732.Click photographs - Photos may exist for this station.
 DO4732
 DO4732.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DO4732
 DO4732.The Laplace correction was computed from DEFLEC18 derived deflections.
 DO4732
 DO4732.The ellipsoidal height was determined by GPS observations
 DO4732.and is referenced to NAD 83.
 DO4732
 DO4732.The dynamic height is computed by dividing the NAVD 88
 DO4732.geopotential number by the normal gravity value computed on the
 DO4732.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO4732.degrees latitude (g = 980.6199 gals.).
 DO4732
 DO4732.The modeled gravity was interpolated from observed gravity values.
 DO4732
 DO4732. The following values were computed from the NAD 83(2011) position.
 DO4732
 DO4732;                    North         East     Units Scale Factor Converg.
 DO4732;SPC MN S     -   312,879.920   851,256.572   MT  0.99994794   +0 27 18.0
 DO4732;SPC MN S     - 1,026,506.87  2,792,830.94   sFT  0.99994794   +0 27 18.0
 DO4732;UTM  15      - 4,973,463.266   472,306.244   MT  0.99960943   -0 14 51.8
 DO4732
 DO4732!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DO4732!SPC MN S     -   0.99996058  x   0.99994794  =   0.99990853
 DO4732!UTM  15      -   0.99996058  x   0.99960943  =   0.99957003
 DO4732
 DO4732:                Primary Azimuth Mark                     Grid Az
 DO4732:SPC MN S     -  2734 H                                   002 40 42.8
 DO4732:UTM  15      -  2734 H                                   003 22 52.6
 DO4732
 DO4732_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK7230673463(NAD 83)
 DO4732
 DO4732|---------------------------------------------------------------------|
 DO4732| PID    Reference Object                     Distance      Geod. Az  |
 DO4732|                                                           dddmmss.s |
 DO4732| DO4734 2734 H                              APPROX. 1.7 KM 0030800.8 |
 DO4732| AE8954 KIN                                 422.612 METERS 1811109.9 |
 DO4732|---------------------------------------------------------------------|
 DO4732
 DO4732                          SUPERSEDED SURVEY CONTROL
 DO4732
 DO4732.No superseded survey control is available for this station.
 DO4732
 DO4732_MARKER: I = METAL ROD
 DO4732_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DO4732_STAMPING: 2734 G 2012
 DO4732_MARK LOGO: MNDT
 DO4732_PROJECTION: RECESSED 3 CENTIMETERS
 DO4732_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DO4732_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DO4732_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DO4732+SATELLITE: SATELLITE OBSERVATIONS - June 04, 2012
 DO4732_ROD/PIPE-DEPTH: 7.6 meters
 DO4732
 DO4732  HISTORY     - Date     Condition        Report By
 DO4732  HISTORY     - 20120401 MONUMENTED       MNDT
 DO4732  HISTORY     - 20120604 GOOD             MNDT
 DO4732
 DO4732                          STATION DESCRIPTION
 DO4732
 DO4732'DESCRIBED BY MN DEPT OF TRANSP 2012 (MJP)
 DO4732'THE STATION IS LOCATED ABOUT 10.1 KM (6.3 MI) SOUTHWEST OF
 DO4732'MINNEAPOLIS, 9.1 KM (5.7 MI) NORTH-NORTHWEST OF BLOOMINGTON, 8.9 KM
 DO4732'(5.5 MI) EAST OF HOPKINS AND IN EDINA.
 DO4732'
 DO4732'IN EDINA, 4.85 MI (7.8 KM) NORTH ALONG TRUNK HIGHWAY 100 FROM THE
 DO4732'JUNCTION OF TRUNK HIGHWAY 100 AND INTERSTATE HIGHWAY 494 IN EDINA, AT
 DO4732'TRUNK HIGHWAY 100 MILE POINT 3.85.
 DO4732'
 DO4732'THE STATION IS LOCATED 31.0 FT (9.4 M) WEST OF SOUTHBOUND TRUNK
 DO4732'HIGHWAY 100 FOG LINE, 21.6 FT (6.6 M) EAST OF RAMP FROM SOUTHBOUND
 DO4732'TRUNK HIGHWAY 100 TO WEST 50TH STREET AND 1.5 FT (0.5 M) NORTH OF A
 DO4732'WITNESS POST.
 DO4732
 DO4732                          STATION RECOVERY (2012)
 DO4732
 DO4732'RECOVERY NOTE BY MN DEPT OF TRANSP 2012 (AXL)
 DO4732'IN EDINA, 4.85 MILES NORTH ALONG TRUNK HIGHWAY 100 FROM JUNCTION OF
 DO4732'TRUNK HIGHWAY 100 AND INTERSTATE HIGHWAY 494 IN EDINA, AT TRUNK
 DO4732'HIGHWAY 100 MILEPOINT 3.85, 31.0 FEET WEST OF SOUTHBOUND TRUNK HIGHWAY
 DO4732'100 FOG LINE, 21.6 FEET EAST OF RAMP FROM SOUTHBOUND TRUNK HIGHWAY 100
 DO4732'TO WEST 50TH STREET, 1.5 FEET NORTH OF WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DO4734 ***********************************************************************
 DO4734  DESIGNATION -  2734 H
 DO4734  PID         -  DO4734
 DO4734  STATE/COUNTY-  MN/HENNEPIN
 DO4734  COUNTRY     -  US
 DO4734  USGS QUAD   -  MINNEAPOLIS SOUTH (2019)
 DO4734
 DO4734                         *CURRENT SURVEY CONTROL
 DO4734  ______________________________________________________________________
 DO4734* NAD 83(2011) POSITION- 44 55 44.68072(N) 093 20 58.89750(W)   ADJUSTED
 DO4734* NAD 83(2011) ELLIP HT-   248.919 (meters)        (01/16/14)   ADJUSTED
 DO4734* NAD 83(2011) EPOCH   -  2010.00
 DO4734* NAVD 88 ORTHO HEIGHT -   275.941 (meters)      905.32  (feet) ADJUSTED
 DO4734  ______________________________________________________________________
 DO4734  GEOID HEIGHT    -        -27.019 (meters)                     GEOID18
 DO4734  NAD 83(2011) X  -   -264,298.057 (meters)                     COMP
 DO4734  NAD 83(2011) Y  - -4,515,608.766 (meters)                     COMP
 DO4734  NAD 83(2011) Z  -  4,481,947.593 (meters)                     COMP
 DO4734  LAPLACE CORR    -         -3.77  (seconds)                    DEFLEC18
 DO4734  DYNAMIC HEIGHT  -        275.933 (meters)      905.29  (feet) COMP
 DO4734  MODELED GRAVITY -    980,580.3   (mgal)                       NAVD 88
 DO4734
 DO4734  VERT ORDER      -  SECOND    CLASS I
 DO4734
 DO4734  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DO4734  Standards:
 DO4734         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DO4734            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DO4734  -------------------------------------------------------------------
 DO4734  NETWORK    0.67   0.98           0.32   0.20   0.50      0.10273950
 DO4734  -------------------------------------------------------------------
 DO4734  Click here for local accuracies and other accuracy information.
 DO4734
 DO4734.The horizontal coordinates were established by GPS observations
 DO4734.and adjusted by the MN DEPT OF TRANSP in January 2014.
 DO4734
 DO4734.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DO4734.been affixed to the stable North American tectonic plate. See 
 DO4734.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DO4734
 DO4734.The horizontal coordinates are valid at the epoch date displayed above
 DO4734.which is a decimal equivalence of Year/Month/Day.
 DO4734
 DO4734.The orthometric height was determined by differential leveling and
 DO4734.adjusted by the NATIONAL GEODETIC SURVEY
 DO4734.in September 2013.
 DO4734
 DO4734.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO4734.GEOID18 height accuracy estimate available here.
 DO4734
 DO4734.Click photographs - Photos may exist for this station.
 DO4734
 DO4734.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DO4734
 DO4734.The Laplace correction was computed from DEFLEC18 derived deflections.
 DO4734
 DO4734.The ellipsoidal height was determined by GPS observations
 DO4734.and is referenced to NAD 83.
 DO4734
 DO4734.The dynamic height is computed by dividing the NAVD 88
 DO4734.geopotential number by the normal gravity value computed on the
 DO4734.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO4734.degrees latitude (g = 980.6199 gals.).
 DO4734
 DO4734.The modeled gravity was interpolated from observed gravity values.
 DO4734
 DO4734. The following values were computed from the NAD 83(2011) position.
 DO4734
 DO4734;                    North         East     Units Scale Factor Converg.
 DO4734;SPC MN S     -   314,549.689   851,334.690   MT  0.99994986   +0 27 20.9
 DO4734;SPC MN S     - 1,031,985.10  2,793,087.23   sFT  0.99994986   +0 27 20.9
 DO4734;UTM  15      - 4,975,131.384   472,404.803   MT  0.99960936   -0 14 49.1
 DO4734
 DO4734!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DO4734!SPC MN S     -   0.99996097  x   0.99994986  =   0.99991084
 DO4734!UTM  15      -   0.99996097  x   0.99960936  =   0.99957035
 DO4734
 DO4734:                Primary Azimuth Mark                     Grid Az
 DO4734:SPC MN S     -  2734 J                                   005 53 10.7
 DO4734:UTM  15      -  2734 J                                   006 35 20.7
 DO4734
 DO4734_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK7240475131(NAD 83)
 DO4734
 DO4734|---------------------------------------------------------------------|
 DO4734| PID    Reference Object                     Distance      Geod. Az  |
 DO4734|                                                           dddmmss.s |
 DO4734| DO4735 2734 J                              APPROX. 1.2 KM 0062031.6 |
 DO4734|---------------------------------------------------------------------|
 DO4734
 DO4734                          SUPERSEDED SURVEY CONTROL
 DO4734
 DO4734.No superseded survey control is available for this station.
 DO4734
 DO4734_MARKER: I = METAL ROD
 DO4734_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DO4734_STAMPING: 2734 H 2012
 DO4734_MARK LOGO: MNDT
 DO4734_PROJECTION: RECESSED 5 CENTIMETERS
 DO4734_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DO4734_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DO4734_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DO4734+SATELLITE: SATELLITE OBSERVATIONS - April 07, 2020
 DO4734_ROD/PIPE-DEPTH: 15.2 meters
 DO4734
 DO4734  HISTORY     - Date     Condition        Report By
 DO4734  HISTORY     - 20120412 MONUMENTED       MNDT
 DO4734  HISTORY     - 20120604 GOOD             MNDT
 DO4734  HISTORY     - 20200407 GOOD             MNDT
 DO4734
 DO4734                          STATION DESCRIPTION
 DO4734
 DO4734'DESCRIBED BY MN DEPT OF TRANSP 2012 (MJP)
 DO4734'THE STATION IS LOCATED ABOUT 10.6 KM (6.6 MI) NORTH-NORTHWEST OF
 DO4734'BLOOMINGTON, 8.9 KM (5.5 MI) EAST OF HOPKINS, 8.8 KM (5.5 MI)
 DO4734'SOUTHWEST OF MINNEAPOLIS AND IN SAINT LOUIS PARK.
 DO4734'
 DO4734'IN SAINT LOUIS PARK, 4.95 MI (8.0 KM) NORTH ALONG TRUNK HIGHWAY 100
 DO4734'FROM THE JUNCTION OF TRUNK HIGHWAY 100 AND INTERSTATE HIGHWAY 494 IN
 DO4734'EDINA, AT TRUNK HIGHWAY 100 MILE POINT 4.95.
 DO4734'
 DO4734'THE STATION IS LOCATED 32.6 FT (9.9 M) SOUTHEAST OF LIGHT POLE NUMBER
 DO4734'H3J 5, 30.2 FT (9.2 M) EAST OF NORTHBOUND TRUNK HIGHWAY 100 FOG LINE,
 DO4734'22.1 FT (6.7 M) WEST OF RAMP FROM NORTHBOUND TRUNK HIGHWAY 100 TO
 DO4734'EXCELSIOR BOULEVARD (COUNTY ROAD 3) AND 1.5 FT (0.5 M) SOUTH OF A
 DO4734'WITNESS POST.
 DO4734
 DO4734                          STATION RECOVERY (2012)
 DO4734
 DO4734'RECOVERY NOTE BY MN DEPT OF TRANSP 2012 (BXU)
 DO4734'IN SAINT LOUIS PARK, 4.95 MILES NORTH ALONG TRUNK HIGHWAY 100 FROM
 DO4734'JUNCTION OF TRUNK HIGHWAY 100 AND INTERSTATE HIGHWAY 494 IN EDINA, AT
 DO4734'TRUNK HIGHWAY 100 MILEPOINT 4.95, 32.6 FEET SOUTHEAST OF LIGHT POLE
 DO4734'NUMBER H3J 5, 30.2 FEET EAST OF NORTHBOUND TRUNK HIGHWAY 100 FOG LINE,
 DO4734'22.1 FEET WEST OF RAMP FROM NORTHBOUND TRUNK HIGHWAY 100 TO EXCELSIOR
 DO4734'BOULEVARD (COUNTY ROAD 3), 1.5 FEET SOUTH OF WITNESS POST.
 DO4734
 DO4734                          STATION RECOVERY (2020)
 DO4734
 DO4734'RECOVERY NOTE BY MN DEPT OF TRANSP 2020 (SEL)
 DO4734'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DO4735 ***********************************************************************
 DO4735  DESIGNATION -  2734 J
 DO4735  PID         -  DO4735
 DO4735  STATE/COUNTY-  MN/HENNEPIN
 DO4735  COUNTRY     -  US
 DO4735  USGS QUAD   -  MINNEAPOLIS SOUTH (2019)
 DO4735
 DO4735                         *CURRENT SURVEY CONTROL
 DO4735  ______________________________________________________________________
 DO4735* NAD 83(2011) POSITION- 44 56 21.87401(N) 093 20 53.07718(W)   ADJUSTED
 DO4735* NAD 83(2011) ELLIP HT-   242.498 (meters)        (01/16/14)   ADJUSTED
 DO4735* NAD 83(2011) EPOCH   -  2010.00
 DO4735* NAVD 88 ORTHO HEIGHT -   269.549 (meters)      884.35  (feet) ADJUSTED
 DO4735  ______________________________________________________________________
 DO4735  GEOID HEIGHT    -        -27.024 (meters)                     GEOID18
 DO4735  NAD 83(2011) X  -   -264,123.010 (meters)                     COMP
 DO4735  NAD 83(2011) Y  - -4,514,802.111 (meters)                     COMP
 DO4735  NAD 83(2011) Z  -  4,482,755.879 (meters)                     COMP
 DO4735  LAPLACE CORR    -         -3.78  (seconds)                    DEFLEC18
 DO4735  DYNAMIC HEIGHT  -        269.541 (meters)      884.32  (feet) COMP
 DO4735  MODELED GRAVITY -    980,581.6   (mgal)                       NAVD 88
 DO4735
 DO4735  VERT ORDER      -  SECOND    CLASS I
 DO4735
 DO4735  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DO4735  Standards:
 DO4735         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DO4735            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DO4735  -------------------------------------------------------------------
 DO4735  NETWORK    0.68   1.08           0.32   0.21   0.55      0.03645222
 DO4735  -------------------------------------------------------------------
 DO4735  Click here for local accuracies and other accuracy information.
 DO4735
 DO4735.The horizontal coordinates were established by GPS observations
 DO4735.and adjusted by the MN DEPT OF TRANSP in January 2014.
 DO4735
 DO4735.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DO4735.been affixed to the stable North American tectonic plate. See 
 DO4735.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DO4735
 DO4735.The horizontal coordinates are valid at the epoch date displayed above
 DO4735.which is a decimal equivalence of Year/Month/Day.
 DO4735
 DO4735.The orthometric height was determined by differential leveling and
 DO4735.adjusted by the NATIONAL GEODETIC SURVEY
 DO4735.in September 2013.
 DO4735
 DO4735.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO4735.GEOID18 height accuracy estimate available here.
 DO4735
 DO4735.Click photographs - Photos may exist for this station.
 DO4735
 DO4735.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DO4735
 DO4735.The Laplace correction was computed from DEFLEC18 derived deflections.
 DO4735
 DO4735.The ellipsoidal height was determined by GPS observations
 DO4735.and is referenced to NAD 83.
 DO4735
 DO4735.The dynamic height is computed by dividing the NAVD 88
 DO4735.geopotential number by the normal gravity value computed on the
 DO4735.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO4735.degrees latitude (g = 980.6199 gals.).
 DO4735
 DO4735.The modeled gravity was interpolated from observed gravity values.
 DO4735
 DO4735. The following values were computed from the NAD 83(2011) position.
 DO4735
 DO4735;                    North         East     Units Scale Factor Converg.
 DO4735;SPC MN S     -   315,698.753   851,453.157   MT  0.99995122   +0 27 25.0
 DO4735;SPC MN S     - 1,035,754.99  2,793,475.90   sFT  0.99995122   +0 27 25.0
 DO4735;UTM  15      - 4,976,278.518   472,537.309   MT  0.99960927   -0 14 45.1
 DO4735
 DO4735!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DO4735!SPC MN S     -   0.99996198  x   0.99995122  =   0.99991320
 DO4735!UTM  15      -   0.99996198  x   0.99960927  =   0.99957127
 DO4735
 DO4735:                Primary Azimuth Mark                     Grid Az
 DO4735:SPC MN S     -  2734 H                                   185 53 10.7
 DO4735:UTM  15      -  2734 H                                   186 35 20.8
 DO4735
 DO4735_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK7253776278(NAD 83)
 DO4735
 DO4735|---------------------------------------------------------------------|
 DO4735| PID    Reference Object                     Distance      Geod. Az  |
 DO4735|                                                           dddmmss.s |
 DO4735| DO4734 2734 H                              APPROX. 1.2 KM 1862035.7 |
 DO4735|---------------------------------------------------------------------|
 DO4735
 DO4735                          SUPERSEDED SURVEY CONTROL
 DO4735
 DO4735.No superseded survey control is available for this station.
 DO4735
 DO4735_MARKER: I = METAL ROD
 DO4735_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DO4735_STAMPING: 2734 J 2012
 DO4735_MARK LOGO: MNDT
 DO4735_PROJECTION: RECESSED 3 CENTIMETERS
 DO4735_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DO4735_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DO4735_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DO4735+SATELLITE: SATELLITE OBSERVATIONS - May 31, 2012
 DO4735_ROD/PIPE-DEPTH: 13.7 meters
 DO4735
 DO4735  HISTORY     - Date     Condition        Report By
 DO4735  HISTORY     - 20120401 MONUMENTED       MNDT
 DO4735  HISTORY     - 20120531 GOOD             MNDT
 DO4735
 DO4735                          STATION DESCRIPTION
 DO4735
 DO4735'DESCRIBED BY MN DEPT OF TRANSP 2012 (MJP)
 DO4735'THE STATION IS LOCATED ABOUT 11.7 KM (7.3 MI) NORTH-NORTHWEST OF
 DO4735'BLOOMINGTON, 9.2 KM (5.7 MI) EAST OF HOPKINS, 8.0 KM (5.0 MI)
 DO4735'SOUTHWEST OF MINNEAPOLIS AND IN SAINT LOUIS PARK.
 DO4735'
 DO4735'IN SAINT LOUIS PARK, 0.15 MI (0.2 KM) SOUTH ALONG TRUNK HIGHWAY 100
 DO4735'FROM THE JUNCTION OF TRUNK HIGHWAY 100 AND TRUNK HIGHWAY 7 IN SAINT
 DO4735'LOUIS PARK, AT TRUNK HIGHWAY 100 MILE POINT 5.65.
 DO4735'
 DO4735'THE STATION IS LOCATED 48.4 FT (14.8 M) EAST OF NORTHBOUND TRUNK
 DO4735'HIGHWAY 100 FOG LINE, 22.8 FT (6.9 M) WEST OF RIGHT-OF-WAY FENCE AND
 DO4735'1.5 FT (0.5 M) NORTH OF A WITNESS POST.
 DO4735
 DO4735                          STATION RECOVERY (2012)
 DO4735
 DO4735'RECOVERY NOTE BY MN DEPT OF TRANSP 2012 (MXK)
 DO4735'IN SAINT LOUIS PARK, 0.15 MILE SOUTH ALONG TRUNK HIGHWAY 100 FROM
 DO4735'JUNCTION OF TRUNK HIGHWAY 100 AND TRUNK HIGHWAY 7 IN SAINT LOUIS PARK,
 DO4735'AT TRUNK HIGHWAY 100 MILEPOINT 5.65, 48.4 FEET EAST OF NORTHBOUND
 DO4735'TRUNK HIGHWAY 100 FOG LINE, 22.8 FEET WEST OF RIGHT-OF-WAY FENCE, 1.5
 DO4735'FEET NORTH OF WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DE8265 ***********************************************************************
 DE8265  DESIGNATION -  2735 AC
 DE8265  PID         -  DE8265
 DE8265  STATE/COUNTY-  MN/HENNEPIN
 DE8265  COUNTRY     -  US
 DE8265  USGS QUAD   -  MINNEAPOLIS NORTH (2019)
 DE8265
 DE8265                         *CURRENT SURVEY CONTROL
 DE8265  ______________________________________________________________________
 DE8265* NAD 83(1986) POSITION- 45 00 31.6    (N) 093 20 58.9    (W)   HD_HELD2
 DE8265* NAVD 88 ORTHO HEIGHT -   259.045 (meters)      849.88  (feet) ADJUSTED
 DE8265  ______________________________________________________________________
 DE8265  GEOID HEIGHT    -        -27.068 (meters)                     GEOID18
 DE8265  DYNAMIC HEIGHT  -        259.041 (meters)      849.87  (feet) COMP
 DE8265  MODELED GRAVITY -    980,593.5   (mgal)                       NAVD 88
 DE8265
 DE8265  VERT ORDER      -  SECOND    CLASS I
 DE8265
 DE8265.The horizontal coordinates were established by autonomous hand held GPS
 DE8265.observations and have an estimated accuracy of +/- 10 meters.
 DE8265
 DE8265.The orthometric height was determined by differential leveling and
 DE8265.adjusted by the NATIONAL GEODETIC SURVEY
 DE8265.in June 2011.
 DE8265
 DE8265.No vertical observational check was made to the station.
 DE8265
 DE8265.Significant digits in the geoid height do not necessarily reflect accuracy.
 DE8265.GEOID18 height accuracy estimate available here.
 DE8265
 DE8265.Click photographs - Photos may exist for this station.
 DE8265
 DE8265.The dynamic height is computed by dividing the NAVD 88
 DE8265.geopotential number by the normal gravity value computed on the
 DE8265.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE8265.degrees latitude (g = 980.6199 gals.).
 DE8265
 DE8265.The modeled gravity was interpolated from observed gravity values.
 DE8265
 DE8265;                    North         East    Units  Estimated Accuracy
 DE8265;SPC MN S     -   323,406.      851,264.      MT  (+/- 10 meters HH2 GPS)
 DE8265
 DE8265_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK7244283984(NAD 83)
 DE8265
 DE8265                          SUPERSEDED SURVEY CONTROL
 DE8265
 DE8265  NAVD 88 (08/10/04)  259.076  (m)          849.99   (f) SUPERSEDED  2 1
 DE8265
 DE8265.Superseded values are not recommended for survey control.
 DE8265
 DE8265.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE8265.See file dsdata.pdf to determine how the superseded data were derived.
 DE8265
 DE8265_MARKER: DD = SURVEY DISK
 DE8265_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 DE8265_SP_SET: BOX CULVERT
 DE8265_STAMPING: 2735 AC 1998
 DE8265_MARK LOGO: MNDT
 DE8265_MAGNETIC: N = NO MAGNETIC MATERIAL
 DE8265_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DE8265+STABILITY: SURFACE MOTION
 DE8265_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DE8265+SATELLITE: SATELLITE OBSERVATIONS - February 01, 2010
 DE8265
 DE8265  HISTORY     - Date     Condition        Report By
 DE8265  HISTORY     - 1998     MONUMENTED       MNDT
 DE8265  HISTORY     - 20070716 GOOD             MNDT
 DE8265  HISTORY     - 20080626 GOOD             MNDT
 DE8265  HISTORY     - 20100201 GOOD             MNDT
 DE8265
 DE8265                          STATION DESCRIPTION
 DE8265
 DE8265'DESCRIBED BY MN DEPT OF TRANSP 1998 (DKH)
 DE8265'THE MARK IS IN GOLDEN VALLEY, IN HEADWALL AT NE CORNER OF BOX CULVERT
 DE8265'OVER DRAINAGE DITCH, 1.65 MI (2.66 KM) NORTH ALONG TH 100 FROM JCT OF
 DE8265'TH 100 AND TH 55, AT TH 100 MP 10.55, 91.0 FT (27.7 M) WEST OF
 DE8265'SOUTHBOUND TH 100, 81.0 FT (24.7 M) SOUTH OF 29TH AVE, 39 FT (11.9 M)
 DE8265'SSW OF MANHOLE, 1.7 FT (0.5 M) SOUTH OF WIT POST.  DISK SET IN A DRILL
 DE8265'HOLE.
 DE8265
 DE8265                          STATION RECOVERY (2007)
 DE8265
 DE8265'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (BLB)
 DE8265'THE MARK IS LOCATED ABOUT 8.1 MI (13.0 KM) SOUTH-SOUTHEAST OF OSSEO,
 DE8265'8.0 MI (12.9 KM) NORTHEAST OF HOPKINS AND 4.6 MI (7.4 KM)
 DE8265'WEST-NORTHWEST OF MINNEAPOLIS.
 DE8265'
 DE8265'TO REACH TO THE MARK IN GOLDEN VALLEY, IN HEADWALL AT NORTHEAST CORNER
 DE8265'OF BOX CULVERT OVER DRAINAGE DITCH, 1.65 MI (2.7 KM) NORTH ALONG TRUNK
 DE8265'HIGHWAY 100 FROM THE JUNCTION OF TRUNK HIGHWAY 100 AND TRUNK HIGHWAY
 DE8265'55, AT TRUNK HIGHWAY 100 MILE POINT 10.55, 91.0 FT (27.7 M) WEST OF
 DE8265'SOUTHBOUND TRUNK HIGHWAY 100, 81.0 FT (24.7 M) SOUTH OF 29TH AVENUE
 DE8265'NORTH, 39.0 FT (11.9 M) SOUTH-SOUTHWEST OF MANHOLE, 1.7 FT (0.5 M)
 DE8265'SOUTH OF A WITNESS POST.
 DE8265
 DE8265                          STATION RECOVERY (2008)
 DE8265
 DE8265'RECOVERY NOTE BY MN DEPT OF TRANSP 2008 (PJG)
 DE8265'RECOVERED AS DESCRIBED.
 DE8265
 DE8265                          STATION RECOVERY (2010)
 DE8265
 DE8265'RECOVERY NOTE BY MN DEPT OF TRANSP 2010 (BJB)
 DE8265'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DE8266 ***********************************************************************
 DE8266  DESIGNATION -  2735 AD
 DE8266  PID         -  DE8266
 DE8266  STATE/COUNTY-  MN/HENNEPIN
 DE8266  COUNTRY     -  US
 DE8266  USGS QUAD   -  MINNEAPOLIS NORTH (2019)
 DE8266
 DE8266                         *CURRENT SURVEY CONTROL
 DE8266  ______________________________________________________________________
 DE8266* NAD 83(1986) POSITION- 45 00 49.     (N) 093 20 55.     (W)   SCALED
 DE8266* NAVD 88 ORTHO HEIGHT -   261.824 (meters)      859.00  (feet) ADJUSTED
 DE8266  ______________________________________________________________________
 DE8266  GEOID HEIGHT    -        -27.076 (meters)                     GEOID18
 DE8266  DYNAMIC HEIGHT  -        261.820 (meters)      858.99  (feet) COMP
 DE8266  MODELED GRAVITY -    980,594.1   (mgal)                       NAVD 88
 DE8266
 DE8266  VERT ORDER      -  SECOND    CLASS I
 DE8266
 DE8266.The horizontal coordinates were scaled from a map and have
 DE8266.an estimated accuracy of +/- 6 seconds.
 DE8266
 DE8266.The orthometric height was determined by differential leveling and
 DE8266.adjusted by the NATIONAL GEODETIC SURVEY
 DE8266.in August 2004.
 DE8266
 DE8266.Significant digits in the geoid height do not necessarily reflect accuracy.
 DE8266.GEOID18 height accuracy estimate available here.
 DE8266
 DE8266.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK725845(NAD 83)
 DE8266
 DE8266                          SUPERSEDED SURVEY CONTROL
 DE8266
 DE8266.No superseded survey control is available for this station.
 DE8266
 DE8266_MARKER: DD = SURVEY DISK
 DE8266_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DE8266_STAMPING: 2735 AD 1998
 DE8266_MARK LOGO: MNDT
 DE8266_PROJECTION: FLUSH
 DE8266_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DE8266_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DE8266_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE8266+SATELLITE: SATELLITE OBSERVATIONS - June 30, 2008
 DE8266_ROD/PIPE-DEPTH: 3.7 meters
 DE8266
 DE8266  HISTORY     - Date     Condition        Report By
 DE8266  HISTORY     - 1998     MONUMENTED       MNDT
 DE8266  HISTORY     - 20070716 MARK NOT FOUND   MNDT
 DE8266  HISTORY     - 20080630 MARK NOT FOUND   MNDT
 DE8266
 DE8266                          STATION DESCRIPTION
 DE8266
 DE8266'DESCRIBED BY MN DEPT OF TRANSP 1998 (WAS)
 DE8266'IN GOLDEN VALLEY, 2.0 MI (3.2 KM) NORTH ALONG TH 100 FROM JCT OF TH
 DE8266'100 AND TH 55, AT TH 100 MP 10.9, 76.6 FT (23.3 M) EAST OF NORTHBOUND
 DE8266'TH 100, 32.0 FT (9.8 M) EAST OF LILAC DR NORTH, 9.0 FT (2.7 M) SW OF
 DE8266'P-POLE, 1.6 FT (0.5 M) NORTH OF WITNESS POST.
 DE8266
 DE8266                          STATION RECOVERY (2007)
 DE8266
 DE8266'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (BLB)
 DE8266'THE MARK WAS NOT RECOVERED.
 DE8266
 DE8266                          STATION RECOVERY (2008)
 DE8266
 DE8266'RECOVERY NOTE BY MN DEPT OF TRANSP 2008 (PJG)
 DE8266'THE MARK WAS NOT RECOVERED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DE8267 ***********************************************************************
 DE8267  DESIGNATION -  2735 AE
 DE8267  PID         -  DE8267
 DE8267  STATE/COUNTY-  MN/HENNEPIN
 DE8267  COUNTRY     -  US
 DE8267  USGS QUAD   -  MINNEAPOLIS NORTH (2019)
 DE8267
 DE8267                         *CURRENT SURVEY CONTROL
 DE8267  ______________________________________________________________________
 DE8267* NAD 83(1986) POSITION- 45 01 35.     (N) 093 20 51.     (W)   SCALED
 DE8267* NAVD 88 ORTHO HEIGHT -   266.092 (meters)      873.00  (feet) ADJUSTED
 DE8267  ______________________________________________________________________
 DE8267  GEOID HEIGHT    -        -27.100 (meters)                     GEOID18
 DE8267  DYNAMIC HEIGHT  -        266.088 (meters)      872.99  (feet) COMP
 DE8267  MODELED GRAVITY -    980,595.2   (mgal)                       NAVD 88
 DE8267
 DE8267  VERT ORDER      -  SECOND    CLASS I
 DE8267
 DE8267.The horizontal coordinates were scaled from a map and have
 DE8267.an estimated accuracy of +/- 6 seconds.
 DE8267
 DE8267.The orthometric height was determined by differential leveling and
 DE8267.adjusted by the NATIONAL GEODETIC SURVEY
 DE8267.in August 2004.
 DE8267
 DE8267.Significant digits in the geoid height do not necessarily reflect accuracy.
 DE8267.GEOID18 height accuracy estimate available here.
 DE8267
 DE8267.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK726859(NAD 83)
 DE8267
 DE8267                          SUPERSEDED SURVEY CONTROL
 DE8267
 DE8267.No superseded survey control is available for this station.
 DE8267
 DE8267_MARKER: DD = SURVEY DISK
 DE8267_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DE8267_STAMPING: 2735 AE 1998
 DE8267_MARK LOGO: MNDT
 DE8267_PROJECTION: FLUSH
 DE8267_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DE8267_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DE8267_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DE8267+SATELLITE: SATELLITE OBSERVATIONS - June 30, 2008
 DE8267_ROD/PIPE-DEPTH: 15.2 meters
 DE8267
 DE8267  HISTORY     - Date     Condition        Report By
 DE8267  HISTORY     - 1998     MONUMENTED       MNDT
 DE8267  HISTORY     - 20070716 MARK NOT FOUND   MNDT
 DE8267  HISTORY     - 20080630 MARK NOT FOUND   MNDT
 DE8267
 DE8267                          STATION DESCRIPTION
 DE8267
 DE8267'DESCRIBED BY MN DEPT OF TRANSP 1998 (WAS)
 DE8267'IN ROBBINSDALE, 0.35 MI (0.56 KM) NORTH ALONG TH 100 FROM JCT OF TH
 DE8267'100 AND 36TH AVE, AT TH 100 MP 11.85, 25.0 FT (7.6 M) WEST OF CYCLONE
 DE8267'FENCE, 44.0 FT (13.4 M) ESE OF TRIPLE SILVER MAPLE TREE, 152.3 FT
 DE8267'(46.4 M) EAST OF UNITY AVE, 56.  5 FT (1.5 M) NE OF SPRUCE TREE, ABOUT
 DE8267'150 FT (45.7 M) NORTH OF WALK BRIDGE OVER TH 100, 3 FT (0.9 M) NORTH
 DE8267'OF WIT POST.
 DE8267
 DE8267                          STATION RECOVERY (2007)
 DE8267
 DE8267'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (BLB)
 DE8267'THE MARK WAS NOT RECOVERED.
 DE8267
 DE8267                          STATION RECOVERY (2008)
 DE8267
 DE8267'RECOVERY NOTE BY MN DEPT OF TRANSP 2008 (PJG)
 DE8267'THE MARK WAS NOT RECOVERED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DL7860 ***********************************************************************
 DL7860  DESIGNATION -  2735 AG
 DL7860  PID         -  DL7860
 DL7860  STATE/COUNTY-  MN/HENNEPIN
 DL7860  COUNTRY     -  US
 DL7860  USGS QUAD   -  MINNEAPOLIS NORTH (2019)
 DL7860
 DL7860                         *CURRENT SURVEY CONTROL
 DL7860  ______________________________________________________________________
 DL7860* NAD 83(2011) POSITION- 45 02 07.39131(N) 093 20 41.17342(W)   ADJUSTED
 DL7860* NAD 83(2011) ELLIP HT-   241.408 (meters)        (06/27/12)   ADJUSTED
 DL7860* NAD 83(2011) EPOCH   -  2010.00
 DL7860* NAVD 88 ORTHO HEIGHT -   268.529 (meters)      881.00  (feet) ADJUSTED
 DL7860  ______________________________________________________________________
 DL7860  GEOID HEIGHT    -        -27.122 (meters)                     GEOID18
 DL7860  NAD 83(2011) X  -   -263,422.457 (meters)                     COMP
 DL7860  NAD 83(2011) Y  - -4,507,288.742 (meters)                     COMP
 DL7860  NAD 83(2011) Z  -  4,490,299.106 (meters)                     COMP
 DL7860  LAPLACE CORR    -         -1.22  (seconds)                    DEFLEC18
 DL7860  DYNAMIC HEIGHT  -        268.526 (meters)      880.99  (feet) COMP
 DL7860  MODELED GRAVITY -    980,595.6   (mgal)                       NAVD 88
 DL7860
 DL7860  VERT ORDER      -  SECOND    CLASS I
 DL7860
 DL7860  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DL7860  Standards:
 DL7860         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DL7860            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DL7860  -------------------------------------------------------------------
 DL7860  NETWORK    0.28   0.41           0.12   0.11   0.21      0.17873440
 DL7860  -------------------------------------------------------------------
 DL7860  Click here for local accuracies and other accuracy information.
 DL7860
 DL7860.The horizontal coordinates were established by GPS observations
 DL7860.and adjusted by the National Geodetic Survey in June 2012.
 DL7860
 DL7860.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DL7860.been affixed to the stable North American tectonic plate. See 
 DL7860.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DL7860
 DL7860.The horizontal coordinates are valid at the epoch date displayed above
 DL7860.which is a decimal equivalence of Year/Month/Day.
 DL7860
 DL7860.The orthometric height was determined by differential leveling and
 DL7860.adjusted by the NATIONAL GEODETIC SURVEY
 DL7860.in September 2013.
 DL7860
 DL7860.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL7860.GEOID18 height accuracy estimate available here.
 DL7860
 DL7860.Click photographs - Photos may exist for this station.
 DL7860
 DL7860.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DL7860
 DL7860.The Laplace correction was computed from DEFLEC18 derived deflections.
 DL7860
 DL7860.The ellipsoidal height was determined by GPS observations
 DL7860.and is referenced to NAD 83.
 DL7860
 DL7860.The dynamic height is computed by dividing the NAVD 88
 DL7860.geopotential number by the normal gravity value computed on the
 DL7860.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL7860.degrees latitude (g = 980.6199 gals.).
 DL7860
 DL7860.The modeled gravity was interpolated from observed gravity values.
 DL7860
 DL7860. The following values were computed from the NAD 83(2011) position.
 DL7860
 DL7860;                    North         East     Units Scale Factor Converg.
 DL7860;SPC MN S     -   326,366.124   851,628.633   MT  0.99996544   +0 27 33.4
 DL7860;SPC MN S     - 1,070,752.86  2,794,051.61   sFT  0.99996544   +0 27 33.4
 DL7860;UTM  15      - 4,986,939.212   472,843.550   MT  0.99960907   -0 14 38.2
 DL7860
 DL7860!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DL7860!SPC MN S     -   0.99996215  x   0.99996544  =   0.99992759
 DL7860!UTM  15      -   0.99996215  x   0.99960907  =   0.99957124
 DL7860
 DL7860:                Primary Azimuth Mark                     Grid Az
 DL7860:SPC MN S     -  2735 AK                                  189 35 35.9
 DL7860:UTM  15      -  2735 AK                                  190 17 47.5
 DL7860
 DL7860_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK7284386939(NAD 83)
 DL7860
 DL7860|---------------------------------------------------------------------|
 DL7860| PID    Reference Object                     Distance      Geod. Az  |
 DL7860|                                                           dddmmss.s |
 DL7860| DL7861 2735 AK                             APPROX. 1.6 KM 1900309.3 |
 DL7860| DL5363 KARELS                              479.479 METERS 2064936.5 |
 DL7860|---------------------------------------------------------------------|
 DL7860
 DL7860                          SUPERSEDED SURVEY CONTROL
 DL7860
 DL7860  NAD 83(2007)-  45 02 07.39147(N)    093 20 41.17439(W) AD(2002.00) 1
 DL7860  ELLIP H (06/23/10)  241.435  (m)                       GP(2002.00) 3 1
 DL7860  NAVD 88             268.53   (m)          881.0    (f) LEVELING    3  
 DL7860
 DL7860.Superseded values are not recommended for survey control.
 DL7860
 DL7860.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL7860.See file dsdata.pdf to determine how the superseded data were derived.
 DL7860
 DL7860_MARKER: DV = VERTICAL CONTROL DISK
 DL7860_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DL7860_SP_SET: BRIDGE WALKWAY
 DL7860_STAMPING: 2735 AG 2008
 DL7860_MARK LOGO: MNDT
 DL7860_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DL7860_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DL7860_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL7860+SATELLITE: SATELLITE OBSERVATIONS - July 10, 2008
 DL7860
 DL7860  HISTORY     - Date     Condition        Report By
 DL7860  HISTORY     - 20010401 MONUMENTED       MNDT
 DL7860  HISTORY     - 20080520 GOOD             MNDT
 DL7860  HISTORY     - 20080710 GOOD             MNDT
 DL7860
 DL7860                          STATION DESCRIPTION
 DL7860
 DL7860'DESCRIBED BY MN DEPT OF TRANSP 2008 (JLM)
 DL7860'THE MARK IS 1.0 MI (1.6 KM) WEST OF CRYSTAL, IN SIDEWALK IN SOUTHWEST
 DL7860'CORNER OF NORTH BROADWAY BRIDGE NUMBER 27170 OVER TRUNK HIGHWAY 100.
 DL7860'
 DL7860'0.2 MI (160.9 KM) EAST ALONG COUNTY ROAD 81 FROM THE JUNCTION OF TRUNK
 DL7860'HIGHWAY 100 AND COUNTY ROAD 81 IN CRYSTAL, THEN 0.1 MI (0.2 KM) SOUTH
 DL7860'ON COUNTY ROAD COUNTY ROAD 9/42ND AVENUE NORTH, THEN 0.3 MI (0.5 KM)
 DL7860'WEST ON COUNTY ROAD 8 (WEST BROADWAY STREET).
 DL7860'
 DL7860'IT IS 2.0 FT (0.6 M) NORTH OF BRIDGE RAILING.
 DL7860'
 DL7860'NOTE-DISK SET IN BRIDGE WHEN BUILT IN 2001 THEN STAMPED WHEN USED IN
 DL7860'2008.
 DL7860
 DL7860                          STATION RECOVERY (2008)
 DL7860
 DL7860'RECOVERY NOTE BY MN DEPT OF TRANSP 2008 (MPP)
 DL7860'THE MARK WAS RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.
 DL7860'THE MARK IS 1.0 MILE WEST OF CRYSTAL, IN SIDEWALK IN SOUTHWEST CORNER
 DL7860'OF NORTH BROADWAY BRIDGE NUMBER 27170 OVER TRUNK HIGHWAY 100, 0.2 MILE
 DL7860'EAST ALONG COUNTY ROAD 81 FROM JUNCTION OF TRUNK HIGHWAY 100 AND
 DL7860'COUNTY ROAD 81 IN CRYSTAL, THEN 0.1 MILE SOUTH ON COUNTY ROAD 9 (42ND
 DL7860'AVENUE NORTH), THEN 0.3 MILE WEST ON COUNTY ROAD 8 (WEST BROADWAY),
 DL7860'2.0 FEET NORTH OF BRIDGE RAILING.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DM6108 ***********************************************************************
 DM6108  DESIGNATION -  2735 AJ
 DM6108  PID         -  DM6108
 DM6108  STATE/COUNTY-  MN/HENNEPIN
 DM6108  COUNTRY     -  US
 DM6108  USGS QUAD   -  MINNEAPOLIS NORTH (2019)
 DM6108
 DM6108                         *CURRENT SURVEY CONTROL
 DM6108  ______________________________________________________________________
 DM6108* NAD 83(1986) POSITION- 45 00 27.5    (N) 093 20 55.4    (W)   HD_HELD2
 DM6108* NAVD 88 ORTHO HEIGHT -   260.681 (meters)      855.25  (feet) ADJUSTED
 DM6108  ______________________________________________________________________
 DM6108  GEOID HEIGHT    -        -27.068 (meters)                     GEOID18
 DM6108  DYNAMIC HEIGHT  -        260.677 (meters)      855.24  (feet) COMP
 DM6108  MODELED GRAVITY -    980,593.4   (mgal)                       NAVD 88
 DM6108
 DM6108  VERT ORDER      -  SECOND    CLASS I
 DM6108
 DM6108.The horizontal coordinates were established by autonomous hand held GPS
 DM6108.observations and have an estimated accuracy of +/- 10 meters.
 DM6108
 DM6108.The orthometric height was determined by differential leveling and
 DM6108.adjusted by the NATIONAL GEODETIC SURVEY
 DM6108.in September 2013.
 DM6108
 DM6108.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM6108.GEOID18 height accuracy estimate available here.
 DM6108
 DM6108.Click photographs - Photos may exist for this station.
 DM6108
 DM6108.The dynamic height is computed by dividing the NAVD 88
 DM6108.geopotential number by the normal gravity value computed on the
 DM6108.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM6108.degrees latitude (g = 980.6199 gals.).
 DM6108
 DM6108.The modeled gravity was interpolated from observed gravity values.
 DM6108
 DM6108;                    North         East    Units  Estimated Accuracy
 DM6108;SPC MN S     -   323,280.      851,342.      MT  (+/- 10 meters HH2 GPS)
 DM6108
 DM6108_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK7251983858(NAD 83)
 DM6108
 DM6108                          SUPERSEDED SURVEY CONTROL
 DM6108
 DM6108  NAVD 88 (06/07/11)  260.682  (m)          855.25   (f) ADJUSTED    2 1
 DM6108
 DM6108.Superseded values are not recommended for survey control.
 DM6108
 DM6108.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DM6108.See file dsdata.pdf to determine how the superseded data were derived.
 DM6108
 DM6108_MARKER: DD = SURVEY DISK
 DM6108_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DM6108_SP_SET: BRIDGE ABUTMENT
 DM6108_STAMPING: 2735 AJ 2008
 DM6108_MARK LOGO: MNDT
 DM6108_MAGNETIC: N = NO MAGNETIC MATERIAL
 DM6108_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DM6108_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DM6108+SATELLITE: SATELLITE OBSERVATIONS - September 27, 2009
 DM6108
 DM6108  HISTORY     - Date     Condition        Report By
 DM6108  HISTORY     - 20030401 MONUMENTED       MNDT
 DM6108  HISTORY     - 20080710 GOOD             MNDT
 DM6108  HISTORY     - 20090927 GOOD             MNDT
 DM6108
 DM6108                          STATION DESCRIPTION
 DM6108
 DM6108'DESCRIBED BY MN DEPT OF TRANSP 2008 (MPP)
 DM6108'THE STATION IS LOCATED ABOUT 8.2 MI (13.2 KM) SOUTH-SOUTHEAST OF
 DM6108'OSSEO, 8.0 MI (12.9 KM) NORTHEAST OF HOPKINS AND 4.6 MI (7.4 KM)
 DM6108'WEST-NORTHWEST OF MINNEAPOLIS.
 DM6108'
 DM6108'THE MARK IS IN CRYSTAL, IN ABUTMENT IN SOUTHEAST CORNER OF PEDESTRIAN
 DM6108'BRIDGE NUMBER 27A71 OVER TRUNK HIGHWAY 100, 0.25 MI (0.4 KM) EAST
 DM6108'ALONG 36TH AVENUE FROM THE JUNCTION OF 36TH AVENUE AND TRUNK HIGHWAY
 DM6108'100 IN CRYSTAL, THEN 0.35 MI (0.6 KM) SOUTH ON REGENT AVENUE NORTH,
 DM6108'THEN 265 FT (80.8 M) WEST ON 33RD AVENUE NORTH, THEN 0.25 MI (0.4 KM)
 DM6108'NORTH AND WEST ON SCOTT AVENUE NORTH, THEN 0.65 MI (1.0 KM) SOUTH ON
 DM6108'LILAC DRIVE NORTH.
 DM6108'
 DM6108'IT IS 7.3 FT (2.2 M) EAST OF PEDESTRIAN BRIDGE.
 DM6108'
 DM6108'NOTE-DISK SET IN BRIDGE WHEN BUILT IN 2003 THEN STAMPED WHEN USED IN
 DM6108'2008.
 DM6108
 DM6108                          STATION RECOVERY (2009)
 DM6108
 DM6108'RECOVERY NOTE BY MN DEPT OF TRANSP 2009 (BJB)
 DM6108'THE STATION IS LOCATED ABOUT 8.2 MI (13.2 KM) SOUTH-SOUTHEAST OF
 DM6108'OSSEO.
 DM6108'
 DM6108'TO REACH THE MARK 8.0 MI (12.9 KM) NORTHEAST OF HOPKINS AND 4.6 MI
 DM6108'(7.4 KM) WEST-NORTHWEST OF MINNEAPOLIS, THE MARK IS IN CRYSTAL.  IN
 DM6108'ABUTMENT IN SOUTHEAST CORNER OF PEDESTRIAN BRIDGE NUMBER 27A71 OVER
 DM6108'TRUNK HIGHWAY 100.
 DM6108'
 DM6108'IT IS 0.25 MI (0.4 KM) EAST ALONG 36TH AVENUE FROM THE JUNCTION OF
 DM6108'36TH AVENUE AND TRUNK HIGHWAY 100 IN CRYSTAL, THEN 0.35 MI (0.6 KM)
 DM6108'SOUTH ON REGENT AVENUE NORTH, THEN 265 FT (80.8 M) WEST ON 33RD AVENUE
 DM6108'NORTH, THEN 0.25 MI (0.4 KM) NORTH AND WEST ON SCOTT AVENUE NORTH,
 DM6108'THEN 0.65 MI (1.0 KM) SOUTH ON LILAC DRIVE NORTH, 7.3 FT (2.2 M) EAST
 DM6108'OF PEDESTRIAN BRIDGE.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DL7861 ***********************************************************************
 DL7861  DESIGNATION -  2735 AK
 DL7861  PID         -  DL7861
 DL7861  STATE/COUNTY-  MN/HENNEPIN
 DL7861  COUNTRY     -  US
 DL7861  USGS QUAD   -  MINNEAPOLIS NORTH (2019)
 DL7861
 DL7861                         *CURRENT SURVEY CONTROL
 DL7861  ______________________________________________________________________
 DL7861* NAD 83(2011) POSITION- 45 01 15.18035(N) 093 20 54.22364(W)   ADJUSTED
 DL7861* NAD 83(2011) ELLIP HT-   242.105 (meters)        (06/27/12)   ADJUSTED
 DL7861* NAD 83(2011) EPOCH   -  2010.00
 DL7861* NAVD 88 ORTHO HEIGHT -   269.192 (meters)      883.17  (feet) ADJUSTED
 DL7861  ______________________________________________________________________
 DL7861  GEOID HEIGHT    -        -27.089 (meters)                     GEOID18
 DL7861  NAD 83(2011) X  -   -263,774.259 (meters)                     COMP
 DL7861  NAD 83(2011) Y  - -4,508,410.899 (meters)                     COMP
 DL7861  NAD 83(2011) Z  -  4,489,160.432 (meters)                     COMP
 DL7861  LAPLACE CORR    -         -1.84  (seconds)                    DEFLEC18
 DL7861  DYNAMIC HEIGHT  -        269.188 (meters)      883.16  (feet) COMP
 DL7861  MODELED GRAVITY -    980,594.8   (mgal)                       NAVD 88
 DL7861
 DL7861  VERT ORDER      -  SECOND    CLASS I
 DL7861
 DL7861  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DL7861  Standards:
 DL7861         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DL7861            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DL7861  -------------------------------------------------------------------
 DL7861  NETWORK    0.31   0.43           0.13   0.12   0.22      0.10891329
 DL7861  -------------------------------------------------------------------
 DL7861  Click here for local accuracies and other accuracy information.
 DL7861
 DL7861.The horizontal coordinates were established by GPS observations
 DL7861.and adjusted by the National Geodetic Survey in June 2012.
 DL7861
 DL7861.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DL7861.been affixed to the stable North American tectonic plate. See 
 DL7861.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DL7861
 DL7861.The horizontal coordinates are valid at the epoch date displayed above
 DL7861.which is a decimal equivalence of Year/Month/Day.
 DL7861
 DL7861.The orthometric height was determined by differential leveling and
 DL7861.adjusted by the NATIONAL GEODETIC SURVEY
 DL7861.in September 2013.
 DL7861
 DL7861.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL7861.GEOID18 height accuracy estimate available here.
 DL7861
 DL7861.Click photographs - Photos may exist for this station.
 DL7861
 DL7861.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DL7861
 DL7861.The Laplace correction was computed from DEFLEC18 derived deflections.
 DL7861
 DL7861.The ellipsoidal height was determined by GPS observations
 DL7861.and is referenced to NAD 83.
 DL7861
 DL7861.The dynamic height is computed by dividing the NAVD 88
 DL7861.geopotential number by the normal gravity value computed on the
 DL7861.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL7861.degrees latitude (g = 980.6199 gals.).
 DL7861
 DL7861.The modeled gravity was interpolated from observed gravity values.
 DL7861
 DL7861. The following values were computed from the NAD 83(2011) position.
 DL7861
 DL7861;                    North         East     Units Scale Factor Converg.
 DL7861;SPC MN S     -   324,752.193   851,355.851   MT  0.99996311   +0 27 24.2
 DL7861;SPC MN S     - 1,065,457.82  2,793,156.65   sFT  0.99996311   +0 27 24.2
 DL7861;UTM  15      - 4,985,329.321   472,551.085   MT  0.99960926   -0 14 47.2
 DL7861
 DL7861!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DL7861!SPC MN S     -   0.99996204  x   0.99996311  =   0.99992515
 DL7861!UTM  15      -   0.99996204  x   0.99960926  =   0.99957132
 DL7861
 DL7861:                Primary Azimuth Mark                     Grid Az
 DL7861:SPC MN S     -  ROBBINS                                  011 32 18.1
 DL7861:UTM  15      -  ROBBINS                                  012 14 29.5
 DL7861
 DL7861_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK7255185329(NAD 83)
 DL7861
 DL7861|---------------------------------------------------------------------|
 DL7861| PID    Reference Object                     Distance      Geod. Az  |
 DL7861|                                                           dddmmss.s |
 DL7861| DL7863 ROBBINS                             405.545 METERS 0115942.3 |
 DL7861|---------------------------------------------------------------------|
 DL7861
 DL7861                          SUPERSEDED SURVEY CONTROL
 DL7861
 DL7861  NAD 83(2007)-  45 01 15.18030(N)    093 20 54.22456(W) AD(2002.00) 1
 DL7861  ELLIP H (06/23/10)  242.139  (m)                       GP(2002.00) 3 1
 DL7861  NAVD 88             269.19   (m)          883.2    (f) LEVELING    3  
 DL7861
 DL7861.Superseded values are not recommended for survey control.
 DL7861
 DL7861.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL7861.See file dsdata.pdf to determine how the superseded data were derived.
 DL7861
 DL7861_MARKER: DD = SURVEY DISK
 DL7861_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DL7861_SP_SET: BRIDGE RAILING
 DL7861_STAMPING: 2735 AK 2000
 DL7861_MARK LOGO: MNDT
 DL7861_MAGNETIC: N = NO MAGNETIC MATERIAL
 DL7861_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DL7861_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL7861+SATELLITE: SATELLITE OBSERVATIONS - August 07, 2008
 DL7861
 DL7861  HISTORY     - Date     Condition        Report By
 DL7861  HISTORY     - 20000401 MONUMENTED       MNDT
 DL7861  HISTORY     - 20080528 GOOD             MNDT
 DL7861  HISTORY     - 20080807 GOOD             MNDT
 DL7861
 DL7861                          STATION DESCRIPTION
 DL7861
 DL7861'DESCRIBED BY MN DEPT OF TRANSP 2008 (PJG)
 DL7861'RECOVERED AS DESCRIBED.
 DL7861
 DL7861                          STATION RECOVERY (2008)
 DL7861
 DL7861'RECOVERY NOTE BY MN DEPT OF TRANSP 2008 (BOO)
 DL7861'THE MARK WAS RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.
 DL7861'THE MARK IS IN CRYSTAL, IN SIDEWALK IN SOUTHEAST CORNER OF 36TH AVENUE
 DL7861'NORTH BRIDGE NUMBER 27168 OVER TRUNK HIGHWAY 100, AT THE JUNCTION OF
 DL7861'36TH AVENUE NORTH AND TRUNK HIGHWAY 100 IN CRYSTAL, 15.3 FEET SOUTH OF
 DL7861'EASTBOUND 36TH AVENUE NORTH.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DM6032 ***********************************************************************
 DM6032  DESIGNATION -  2735 AL
 DM6032  PID         -  DM6032
 DM6032  STATE/COUNTY-  MN/HENNEPIN
 DM6032  COUNTRY     -  US
 DM6032  USGS QUAD   -  MINNEAPOLIS NORTH (2019)
 DM6032
 DM6032                         *CURRENT SURVEY CONTROL
 DM6032  ______________________________________________________________________
 DM6032* NAD 83(1986) POSITION- 45 01 17.     (N) 093 20 56.     (W)   SCALED
 DM6032* NAVD 88 ORTHO HEIGHT -   269.671 (meters)      884.75  (feet) ADJUSTED
 DM6032  ______________________________________________________________________
 DM6032  GEOID HEIGHT    -        -27.090 (meters)                     GEOID18
 DM6032  DYNAMIC HEIGHT  -        269.667 (meters)      884.73  (feet) COMP
 DM6032  MODELED GRAVITY -    980,594.9   (mgal)                       NAVD 88
 DM6032
 DM6032  VERT ORDER      -  SECOND    CLASS I
 DM6032
 DM6032.The horizontal coordinates were scaled from a map and have
 DM6032.an estimated accuracy of +/- 6 seconds.
 DM6032
 DM6032.The orthometric height was determined by differential leveling and
 DM6032.adjusted by the NATIONAL GEODETIC SURVEY
 DM6032.in September 2013.
 DM6032
 DM6032.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM6032.GEOID18 height accuracy estimate available here.
 DM6032
 DM6032.Click photographs - Photos may exist for this station.
 DM6032
 DM6032.The dynamic height is computed by dividing the NAVD 88
 DM6032.geopotential number by the normal gravity value computed on the
 DM6032.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM6032.degrees latitude (g = 980.6199 gals.).
 DM6032
 DM6032.The modeled gravity was interpolated from observed gravity values.
 DM6032
 DM6032;                    North         East    Units  Estimated Accuracy
 DM6032;SPC MN S     -   324,810.      851,320.      MT  (+/- 180 meters Scaled)
 DM6032
 DM6032_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK725853(NAD 83)
 DM6032
 DM6032                          SUPERSEDED SURVEY CONTROL
 DM6032
 DM6032.No superseded survey control is available for this station.
 DM6032
 DM6032_MARKER: DD = SURVEY DISK
 DM6032_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DM6032_SP_SET: BRIDGE RAILING
 DM6032_STAMPING: 2735 AL 2000
 DM6032_MARK LOGO: MNDT
 DM6032_MAGNETIC: N = NO MAGNETIC MATERIAL
 DM6032_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DM6032_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DM6032+SATELLITE: SATELLITE OBSERVATIONS - May 28, 2008
 DM6032
 DM6032  HISTORY     - Date     Condition        Report By
 DM6032  HISTORY     - 2000     MONUMENTED       MNDT
 DM6032  HISTORY     - 20080528 GOOD             MNDT
 DM6032
 DM6032                          STATION DESCRIPTION
 DM6032
 DM6032'DESCRIBED BY MN DEPT OF TRANSP 2008 (PJG)
 DM6032'THE STATION IS LOCATED ABOUT 7.8 MI (12.6 KM) WEST-SOUTHWEST OF NEW
 DM6032'BRIGHTON, 7.3 MI (11.7 KM) SOUTH-SOUTHEAST OF OSSEO AND 5.1 MI (8.2
 DM6032'KM) NORTHWEST OF MINNEAPOLIS.
 DM6032'
 DM6032'THE MARK IS IN CRYSTAL, IN SIDEWALK IN NORTHWEST CORNER OF 36TH AVENUE
 DM6032'NORTH BRIDGE NUMBER 27168 OVER TRUNK HIGHWAY 100, AT THE JUNCTION OF
 DM6032'36TH AVENUE NORTH AND TRUNK HIGHWAY 100 IN CRYSTAL.
 DM6032'
 DM6032'IT IS 15.5 FT (4.7 M) NORTH OF WESTBOUND 36TH AVENUE NORTH.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DM6035 ***********************************************************************
 DM6035  DESIGNATION -  2735 AM
 DM6035  PID         -  DM6035
 DM6035  STATE/COUNTY-  MN/HENNEPIN
 DM6035  COUNTRY     -  US
 DM6035  USGS QUAD   -  MINNEAPOLIS NORTH (2019)
 DM6035
 DM6035                         *CURRENT SURVEY CONTROL
 DM6035  ______________________________________________________________________
 DM6035* NAD 83(1986) POSITION- 45 01 52.     (N) 093 20 48.     (W)   SCALED
 DM6035* NAVD 88 ORTHO HEIGHT -   271.547 (meters)      890.90  (feet) ADJUSTED
 DM6035  ______________________________________________________________________
 DM6035  GEOID HEIGHT    -        -27.111 (meters)                     GEOID18
 DM6035  DYNAMIC HEIGHT  -        271.543 (meters)      890.89  (feet) COMP
 DM6035  MODELED GRAVITY -    980,595.5   (mgal)                       NAVD 88
 DM6035
 DM6035  VERT ORDER      -  SECOND    CLASS I
 DM6035
 DM6035.The horizontal coordinates were scaled from a map and have
 DM6035.an estimated accuracy of +/- 6 seconds.
 DM6035
 DM6035.The orthometric height was determined by differential leveling and
 DM6035.adjusted by the NATIONAL GEODETIC SURVEY
 DM6035.in September 2013.
 DM6035
 DM6035.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM6035.GEOID18 height accuracy estimate available here.
 DM6035
 DM6035.Click photographs - Photos may exist for this station.
 DM6035
 DM6035.The dynamic height is computed by dividing the NAVD 88
 DM6035.geopotential number by the normal gravity value computed on the
 DM6035.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM6035.degrees latitude (g = 980.6199 gals.).
 DM6035
 DM6035.The modeled gravity was interpolated from observed gravity values.
 DM6035
 DM6035;                    North         East    Units  Estimated Accuracy
 DM6035;SPC MN S     -   325,890.      851,480.      MT  (+/- 180 meters Scaled)
 DM6035
 DM6035_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK726864(NAD 83)
 DM6035
 DM6035                          SUPERSEDED SURVEY CONTROL
 DM6035
 DM6035.No superseded survey control is available for this station.
 DM6035
 DM6035_MARKER: DD = SURVEY DISK
 DM6035_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DM6035_SP_SET: BRIDGE SIDEWALK
 DM6035_STAMPING: 2735 AM 2002
 DM6035_MARK LOGO: MNDT
 DM6035_MAGNETIC: N = NO MAGNETIC MATERIAL
 DM6035_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DM6035_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DM6035+SATELLITE: SATELLITE OBSERVATIONS - May 28, 2008
 DM6035
 DM6035  HISTORY     - Date     Condition        Report By
 DM6035  HISTORY     - 2002     MONUMENTED       MNDT
 DM6035  HISTORY     - 20080528 GOOD             MNDT
 DM6035
 DM6035                          STATION DESCRIPTION
 DM6035
 DM6035'DESCRIBED BY MN DEPT OF TRANSP 2008 (PJG)
 DM6035'THE STATION IS LOCATED ABOUT 7.5 MI (12.1 KM) WEST-SOUTHWEST OF NEW
 DM6035'BRIGHTON, 6.7 MI (10.8 KM) SOUTH-SOUTHEAST OF OSSEO AND 5.4 MI (8.7
 DM6035'KM) NORTHWEST OF MINNEAPOLIS.
 DM6035'
 DM6035'THE MARK IS IN ROBBINSDALE, IN SIDEWALK IN SOUTHEAST CORNER OF COUNTY
 DM6035'ROAD 9 BRIDGE NUMBER 27285 OVER TRUNK HIGHWAY 100, AT THE JUNCTION OF
 DM6035'COUNTY ROAD 9 AND TRUNK HIGHWAY 100 IN ROBBINSDALE.
 DM6035'
 DM6035'IT IS 18.3 FT (5.6 M) SOUTH OF EASTBOUND COUNTY ROAD 9.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DM6033 ***********************************************************************
 DM6033  DESIGNATION -  2735 AN
 DM6033  PID         -  DM6033
 DM6033  STATE/COUNTY-  MN/HENNEPIN
 DM6033  COUNTRY     -  US
 DM6033  USGS QUAD   -  MINNEAPOLIS NORTH (2019)
 DM6033
 DM6033                         *CURRENT SURVEY CONTROL
 DM6033  ______________________________________________________________________
 DM6033* NAD 83(1986) POSITION- 45 01 35.     (N) 093 20 48.     (W)   SCALED
 DM6033* NAVD 88 ORTHO HEIGHT -   269.866 (meters)      885.39  (feet) ADJUSTED
 DM6033  ______________________________________________________________________
 DM6033  GEOID HEIGHT    -        -27.101 (meters)                     GEOID18
 DM6033  DYNAMIC HEIGHT  -        269.863 (meters)      885.38  (feet) COMP
 DM6033  MODELED GRAVITY -    980,595.2   (mgal)                       NAVD 88
 DM6033
 DM6033  VERT ORDER      -  SECOND    CLASS I
 DM6033
 DM6033.The horizontal coordinates were scaled from a map and have
 DM6033.an estimated accuracy of +/- 6 seconds.
 DM6033
 DM6033.The orthometric height was determined by differential leveling and
 DM6033.adjusted by the NATIONAL GEODETIC SURVEY
 DM6033.in September 2013.
 DM6033
 DM6033.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM6033.GEOID18 height accuracy estimate available here.
 DM6033
 DM6033.Click photographs - Photos may exist for this station.
 DM6033
 DM6033.The dynamic height is computed by dividing the NAVD 88
 DM6033.geopotential number by the normal gravity value computed on the
 DM6033.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM6033.degrees latitude (g = 980.6199 gals.).
 DM6033
 DM6033.The modeled gravity was interpolated from observed gravity values.
 DM6033
 DM6033;                    North         East    Units  Estimated Accuracy
 DM6033;SPC MN S     -   325,370.      851,490.      MT  (+/- 180 meters Scaled)
 DM6033
 DM6033_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK726859(NAD 83)
 DM6033
 DM6033                          SUPERSEDED SURVEY CONTROL
 DM6033
 DM6033.No superseded survey control is available for this station.
 DM6033
 DM6033_MARKER: DD = SURVEY DISK
 DM6033_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DM6033_SP_SET: BRIDGE SIDEWALK
 DM6033_STAMPING: 2735 AN 2000
 DM6033_MARK LOGO: MNDT
 DM6033_MAGNETIC: N = NO MAGNETIC MATERIAL
 DM6033_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DM6033_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DM6033+SATELLITE: SATELLITE OBSERVATIONS - May 28, 2008
 DM6033
 DM6033  HISTORY     - Date     Condition        Report By
 DM6033  HISTORY     - 2000     MONUMENTED       MNDT
 DM6033  HISTORY     - 20080528 GOOD             MNDT
 DM6033
 DM6033                          STATION DESCRIPTION
 DM6033
 DM6033'DESCRIBED BY MN DEPT OF TRANSP 2008 (PJG)
 DM6033'THE STATION IS LOCATED ABOUT 7.6 MI (12.2 KM) WEST-SOUTHWEST OF NEW
 DM6033'BRIGHTON, 7.0 MI (11.3 KM) SOUTH-SOUTHEAST OF OSSEO AND 5.2 MI (8.4
 DM6033'KM) NORTHWEST OF MINNEAPOLIS.
 DM6033'
 DM6033'THE MARK IS IN ROBBINSDALE, IN SIDEWALK IN SOUTHEAST CORNER OF
 DM6033'PEDESTRIAN BRIDGE NUMBER 27284 OVER TRUNK HIGHWAY 100, 0.15 MI (0.2
 DM6033'KM) EAST ALONG COUNTY ROAD 9 FROM THE JUNCTION OF COUNTY ROAD 9 AND
 DM6033'TRUNK HIGHWAY 100 IN ROBBINSDALE, THEN 0.35 MI (0.6 KM) SOUTH ON
 DM6033'REGENT AVENUE, THEN 0.15 MI (0.2 KM) WEST ON 39TH AVENUE NORTH, IN THE
 DM6033'CENTER OF SIDEWALK.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DM6034 ***********************************************************************
 DM6034  DESIGNATION -  2735 AP
 DM6034  PID         -  DM6034
 DM6034  STATE/COUNTY-  MN/HENNEPIN
 DM6034  COUNTRY     -  US
 DM6034  USGS QUAD   -  MINNEAPOLIS NORTH (2019)
 DM6034
 DM6034                         *CURRENT SURVEY CONTROL
 DM6034  ______________________________________________________________________
 DM6034* NAD 83(1986) POSITION- 45 01 35.     (N) 093 20 53.     (W)   SCALED
 DM6034* NAVD 88 ORTHO HEIGHT -   270.856 (meters)      888.63  (feet) ADJUSTED
 DM6034  ______________________________________________________________________
 DM6034  GEOID HEIGHT    -        -27.100 (meters)                     GEOID18
 DM6034  DYNAMIC HEIGHT  -        270.852 (meters)      888.62  (feet) COMP
 DM6034  MODELED GRAVITY -    980,595.2   (mgal)                       NAVD 88
 DM6034
 DM6034  VERT ORDER      -  SECOND    CLASS I
 DM6034
 DM6034.The horizontal coordinates were scaled from a map and have
 DM6034.an estimated accuracy of +/- 6 seconds.
 DM6034
 DM6034.The orthometric height was determined by differential leveling and
 DM6034.adjusted by the NATIONAL GEODETIC SURVEY
 DM6034.in September 2013.
 DM6034
 DM6034.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM6034.GEOID18 height accuracy estimate available here.
 DM6034
 DM6034.Click photographs - Photos may exist for this station.
 DM6034
 DM6034.The dynamic height is computed by dividing the NAVD 88
 DM6034.geopotential number by the normal gravity value computed on the
 DM6034.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM6034.degrees latitude (g = 980.6199 gals.).
 DM6034
 DM6034.The modeled gravity was interpolated from observed gravity values.
 DM6034
 DM6034;                    North         East    Units  Estimated Accuracy
 DM6034;SPC MN S     -   325,360.      851,380.      MT  (+/- 180 meters Scaled)
 DM6034
 DM6034_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK725859(NAD 83)
 DM6034
 DM6034                          SUPERSEDED SURVEY CONTROL
 DM6034
 DM6034.No superseded survey control is available for this station.
 DM6034
 DM6034_MARKER: DD = SURVEY DISK
 DM6034_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DM6034_SP_SET: BRIDGE WALKWAY
 DM6034_STAMPING: 2735 AP 2000
 DM6034_MARK LOGO: MNDT
 DM6034_MAGNETIC: N = NO MAGNETIC MATERIAL
 DM6034_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DM6034_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DM6034+SATELLITE: SATELLITE OBSERVATIONS - July 10, 2008
 DM6034
 DM6034  HISTORY     - Date     Condition        Report By
 DM6034  HISTORY     - 2000     MONUMENTED       MNDT
 DM6034  HISTORY     - 20080710 GOOD             MNDT
 DM6034
 DM6034                          STATION DESCRIPTION
 DM6034
 DM6034'DESCRIBED BY MN DEPT OF TRANSP 2008 (MPP)
 DM6034'THE STATION IS LOCATED ABOUT 7.7 MI (12.4 KM) WEST-SOUTHWEST OF NEW
 DM6034'BRIGHTON, 7.0 MI (11.3 KM) SOUTH-SOUTHEAST OF OSSEO AND 5.2 MI (8.4
 DM6034'KM) NORTHWEST OF MINNEAPOLIS.
 DM6034'
 DM6034'THE MARK IS IN ROBBINSDALE, IN SIDEWALK IN NORTHWEST CORNER OF
 DM6034'PEDESTRIAN BRIDGE NUMBER 27284 OVER TRUNK HIGHWAY 100, 0.15 MI (0.2
 DM6034'KM) WEST ALONG 42ND AVENUE FROM THE JUNCTION OF 42ND AVENUE AND TRUNK
 DM6034'HIGHWAY 100 IN ROBBINSDALE, THEN 0.15 MI (0.2 KM) SOUTH ON WELCOME
 DM6034'AVENUE NORTH, THEN 0.15 MI (0.2 KM) EAST ON 41ST AVENUE NORTH, THEN
 DM6034'0.25 MI (0.4 KM) SOUTH ON UNITY AVENUE NORTH, IN CENTER OF SIDEWALK.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DM6036 ***********************************************************************
 DM6036  DESIGNATION -  2735 AQ
 DM6036  PID         -  DM6036
 DM6036  STATE/COUNTY-  MN/HENNEPIN
 DM6036  COUNTRY     -  US
 DM6036  USGS QUAD   -  MINNEAPOLIS NORTH (2019)
 DM6036
 DM6036                         *CURRENT SURVEY CONTROL
 DM6036  ______________________________________________________________________
 DM6036* NAD 83(1986) POSITION- 45 02 04.     (N) 093 20 39.     (W)   SCALED
 DM6036* NAVD 88 ORTHO HEIGHT -   269.359 (meters)      883.72  (feet) ADJUSTED
 DM6036  ______________________________________________________________________
 DM6036  GEOID HEIGHT    -        -27.120 (meters)                     GEOID18
 DM6036  DYNAMIC HEIGHT  -        269.355 (meters)      883.71  (feet) COMP
 DM6036  MODELED GRAVITY -    980,595.6   (mgal)                       NAVD 88
 DM6036
 DM6036  VERT ORDER      -  SECOND    CLASS I
 DM6036
 DM6036.The horizontal coordinates were scaled from a map and have
 DM6036.an estimated accuracy of +/- 6 seconds.
 DM6036
 DM6036.The orthometric height was determined by differential leveling and
 DM6036.adjusted by the NATIONAL GEODETIC SURVEY
 DM6036.in September 2013.
 DM6036
 DM6036.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM6036.GEOID18 height accuracy estimate available here.
 DM6036
 DM6036.Click photographs - Photos may exist for this station.
 DM6036
 DM6036.The dynamic height is computed by dividing the NAVD 88
 DM6036.geopotential number by the normal gravity value computed on the
 DM6036.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM6036.degrees latitude (g = 980.6199 gals.).
 DM6036
 DM6036.The modeled gravity was interpolated from observed gravity values.
 DM6036
 DM6036;                    North         East    Units  Estimated Accuracy
 DM6036;SPC MN S     -   326,260.      851,680.      MT  (+/- 180 meters Scaled)
 DM6036
 DM6036_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK728868(NAD 83)
 DM6036
 DM6036                          SUPERSEDED SURVEY CONTROL
 DM6036
 DM6036.No superseded survey control is available for this station.
 DM6036
 DM6036_MARKER: DD = SURVEY DISK
 DM6036_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DM6036_SP_SET: BRIDGE ABUTMENT
 DM6036_STAMPING: 2735 AQ 2008
 DM6036_MARK LOGO: MNDT
 DM6036_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DM6036_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DM6036_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DM6036+SATELLITE: SATELLITE OBSERVATIONS - 2008
 DM6036
 DM6036  HISTORY     - Date     Condition        Report By
 DM6036  HISTORY     - 2008     MONUMENTED       MNDT
 DM6036
 DM6036                          STATION DESCRIPTION
 DM6036
 DM6036'DESCRIBED BY MN DEPT OF TRANSP 2008
 DM6036'THE STATION IS LOCATED ABOUT 7.3 MI (11.7 KM) WEST-SOUTHWEST OF NEW
 DM6036'BRIGHTON, 6.5 MI (10.5 KM) SOUTH-SOUTHEAST OF OSSEO AND 5.5 MI (8.8
 DM6036'KM) NORTHWEST OF MINNEAPOLIS.
 DM6036'
 DM6036'THE MARK IS IN ROBBINSDALE, IN ABUTMENT IN SOUTHEAST CORNER OF
 DM6036'RAILROAD BRIDGE OVER TRUNK HIGHWAY 100, 0.1 MI (0.2 KM) SOUTHEAST
 DM6036'ALONG COUNTY ROAD 81 FROM THE JUNCTION OF TRUNK HIGHWAY 100 AND COUNTY
 DM6036'ROAD 81 IN ROBBINSDALE, THEN 0.2 MI (0.3 KM) SOUTH ON COUNTY ROAD 9
 DM6036'THEN 0.2 MI (0.3 KM) WEST ON REGENT AVENUE NORTH.
 DM6036'
 DM6036'IT IS 7.2 FT (2.2 M) SOUTHWEST OF SOUTH RAIL OF RAILROAD TRACKS, 118.2
 DM6036'FT (36.0 M) SOUTHEAST OF NORTHBOUND TRUNK HIGHWAY 100, 44.1 FT (13.4
 DM6036'M) WEST OF EAST BRIDGE WALL.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DM6038 ***********************************************************************
 DM6038  DESIGNATION -  2735 AR
 DM6038  PID         -  DM6038
 DM6038  STATE/COUNTY-  MN/HENNEPIN
 DM6038  COUNTRY     -  US
 DM6038  USGS QUAD   -  MINNEAPOLIS NORTH (2019)
 DM6038
 DM6038                         *CURRENT SURVEY CONTROL
 DM6038  ______________________________________________________________________
 DM6038* NAD 83(1986) POSITION- 45 02 09.     (N) 093 20 34.     (W)   SCALED
 DM6038* NAVD 88 ORTHO HEIGHT -   270.959 (meters)      888.97  (feet) ADJUSTED
 DM6038  ______________________________________________________________________
 DM6038  GEOID HEIGHT    -        -27.124 (meters)                     GEOID18
 DM6038  DYNAMIC HEIGHT  -        270.956 (meters)      888.96  (feet) COMP
 DM6038  MODELED GRAVITY -    980,595.7   (mgal)                       NAVD 88
 DM6038
 DM6038  VERT ORDER      -  SECOND    CLASS I
 DM6038
 DM6038.The horizontal coordinates were scaled from a map and have
 DM6038.an estimated accuracy of +/- 6 seconds.
 DM6038
 DM6038.The orthometric height was determined by differential leveling and
 DM6038.adjusted by the NATIONAL GEODETIC SURVEY
 DM6038.in September 2013.
 DM6038
 DM6038.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM6038.GEOID18 height accuracy estimate available here.
 DM6038
 DM6038.Click photographs - Photos may exist for this station.
 DM6038
 DM6038.The dynamic height is computed by dividing the NAVD 88
 DM6038.geopotential number by the normal gravity value computed on the
 DM6038.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM6038.degrees latitude (g = 980.6199 gals.).
 DM6038
 DM6038.The modeled gravity was interpolated from observed gravity values.
 DM6038
 DM6038;                    North         East    Units  Estimated Accuracy
 DM6038;SPC MN S     -   326,420.      851,790.      MT  (+/- 180 meters Scaled)
 DM6038
 DM6038_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK730869(NAD 83)
 DM6038
 DM6038                          SUPERSEDED SURVEY CONTROL
 DM6038
 DM6038.No superseded survey control is available for this station.
 DM6038
 DM6038_MARKER: DD = SURVEY DISK
 DM6038_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DM6038_SP_SET: BRIDGE RAILING
 DM6038_STAMPING: 2735 AR 2008
 DM6038_MARK LOGO: MNDT
 DM6038_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DM6038_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DM6038_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DM6038+SATELLITE: SATELLITE OBSERVATIONS - 2008
 DM6038
 DM6038  HISTORY     - Date     Condition        Report By
 DM6038  HISTORY     - 2008     MONUMENTED       MNDT
 DM6038
 DM6038                          STATION DESCRIPTION
 DM6038
 DM6038'DESCRIBED BY MN DEPT OF TRANSP 2008
 DM6038'THE STATION IS LOCATED ABOUT 7.2 MI (11.6 KM) WEST-SOUTHWEST OF NEW
 DM6038'BRIGHTON, 6.5 MI (10.5 KM) SOUTH-SOUTHEAST OF OSSEO AND 5.5 MI (8.8
 DM6038'KM) NORTHWEST OF MINNEAPOLIS.
 DM6038'
 DM6038'THE MARK IS IN ROBBINSDALE, IN BRIDGE RAIL IN SOUTHEAST CORNER OF
 DM6038'COUNTY ROAD 81 BRIDGE NUMBER 27203 OVER TRUNK HIGHWAY 100, AT THE
 DM6038'JUNCTION OF TRUNK HIGHWAY 100 AND COUNTY ROAD 81 IN ROBBINSDALE, AT
 DM6038'TRUNK HIGHWAY 100 MILEPOST 12.50.
 DM6038'
 DM6038'IT IS 18.0 FT (5.5 M) SOUTHWEST OF EASTBOUND COUNTY ROAD 8 (WEST
 DM6038'BROADWAY).
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DK6321 ***********************************************************************
 DK6321  DESIGNATION -  2735 BB
 DK6321  PID         -  DK6321
 DK6321  STATE/COUNTY-  MN/HENNEPIN
 DK6321  COUNTRY     -  US
 DK6321  USGS QUAD   -  MINNEAPOLIS SOUTH (2019)
 DK6321
 DK6321                         *CURRENT SURVEY CONTROL
 DK6321  ______________________________________________________________________
 DK6321* NAD 83(1986) POSITION- 44 58 12.96   (N) 093 20 35.74   (W)   HD_HELD1
 DK6321* NAVD 88 ORTHO HEIGHT -   274.526 (meters)      900.67  (feet) ADJUSTED
 DK6321  ______________________________________________________________________
 DK6321  GEOID HEIGHT    -        -27.043 (meters)                     GEOID18
 DK6321  DYNAMIC HEIGHT  -        274.520 (meters)      900.65  (feet) COMP
 DK6321  MODELED GRAVITY -    980,587.3   (mgal)                       NAVD 88
 DK6321
 DK6321  VERT ORDER      -  SECOND    CLASS I
 DK6321
 DK6321.The horizontal coordinates were determined by differentially corrected
 DK6321.hand held GPS observations or other comparable positioning techniques
 DK6321.and have an estimated accuracy of +/- 3 meters.
 DK6321
 DK6321.The orthometric height was determined by differential leveling and
 DK6321.adjusted by the NATIONAL GEODETIC SURVEY
 DK6321.in May 2010.
 DK6321
 DK6321.Significant digits in the geoid height do not necessarily reflect accuracy.
 DK6321.GEOID18 height accuracy estimate available here.
 DK6321
 DK6321.Click photographs - Photos may exist for this station.
 DK6321
 DK6321.The dynamic height is computed by dividing the NAVD 88
 DK6321.geopotential number by the normal gravity value computed on the
 DK6321.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK6321.degrees latitude (g = 980.6199 gals.).
 DK6321
 DK6321.The modeled gravity was interpolated from observed gravity values.
 DK6321
 DK6321;                    North         East    Units  Estimated Accuracy
 DK6321;SPC MN S     -   319,130.7     851,805.7     MT  (+/- 3 meters HH1 GPS) 
 DK6321
 DK6321_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK7293179704(NAD 83)
 DK6321
 DK6321                          SUPERSEDED SURVEY CONTROL
 DK6321
 DK6321.No superseded survey control is available for this station.
 DK6321
 DK6321_MARKER: DV = VERTICAL CONTROL DISK
 DK6321_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DK6321_SP_SET: BRIDGE RAILING
 DK6321_STAMPING: 2735 BB 1993
 DK6321_MARK LOGO: MNDT
 DK6321_MAGNETIC: N = NO MAGNETIC MATERIAL
 DK6321_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DK6321_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DK6321+SATELLITE: SATELLITE OBSERVATIONS - April 04, 2012
 DK6321
 DK6321  HISTORY     - Date     Condition        Report By
 DK6321  HISTORY     - 19930505 MONUMENTED       MNDT
 DK6321  HISTORY     - 20120404 GOOD             MNDT
 DK6321
 DK6321                          STATION DESCRIPTION
 DK6321
 DK6321'DESCRIBED BY MN DEPT OF TRANSP 1993
 DK6321'THE MARK IS LOCATED ABOUT 9.2 MI (14.8 KM) NORTH-NORTHWEST OF
 DK6321'BLOOMINGTON, 6.7 MI (10.8 KM) EAST-NORTHEAST OF HOPKINS AND 3.9 MI
 DK6321'(6.3 KM) WEST OF MINNEAPOLIS IN THE TOWN OF ST LOUIS PARK, IN THE
 DK6321'BRIDGE RAILING AT THE SOUTHEAST CORNER OF FAI 394 BRIDGE NUMBER 27751
 DK6321'(WEST BOUND FAI 394 HOV LANE OFF RAMP FOR SOUTH BOUND TRUNK HIGHWAY
 DK6321'100) OVER EAST BOUND FAI 394, AT FAI 394 MILEPOST 5.75, AT THE
 DK6321'JUNCTION OF FAI 394 AND TRUNK HIGHWAY 100.
 DK6321
 DK6321                          STATION RECOVERY (2012)
 DK6321
 DK6321'RECOVERY NOTE BY MN DEPT OF TRANSP 2012 (KMS)
 DK6321'IN SAINT LOUIS PARK, IN BRIDGE RAILING IN SOUTHEAST CORNER OF
 DK6321'INTERSTATE HIGHWAY 394 BRIDGE NUMBER 27751 OVER EASTBOUND INTERSTATE
 DK6321'HIGHWAY 394 (WESTBOUND INTERSTATE HIGHWAY 394 OFF RAMP FOR SOUTHBOUND
 DK6321'TRUNK HIGHWAY 100), AT THE JUNCTION OF INTERSTATE HIGHWAY 394 AND
 DK6321'TRUNK HIGHWAY 100, AT INTERSTATE HIGHWAY 394 MILE POINT 5.75.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DK6335 ***********************************************************************
 DK6335  DESIGNATION -  2735 BC
 DK6335  PID         -  DK6335
 DK6335  STATE/COUNTY-  MN/HENNEPIN
 DK6335  COUNTRY     -  US
 DK6335  USGS QUAD   -  MINNEAPOLIS SOUTH (2019)
 DK6335
 DK6335                         *CURRENT SURVEY CONTROL
 DK6335  ______________________________________________________________________
 DK6335* NAD 83(1986) POSITION- 44 58 14.08   (N) 093 20 31.09   (W)   HD_HELD1
 DK6335* NAVD 88 ORTHO HEIGHT -   271.405 (meters)      890.43  (feet) ADJUSTED
 DK6335  ______________________________________________________________________
 DK6335  GEOID HEIGHT    -        -27.045 (meters)                     GEOID18
 DK6335  DYNAMIC HEIGHT  -        271.399 (meters)      890.41  (feet) COMP
 DK6335  MODELED GRAVITY -    980,587.3   (mgal)                       NAVD 88
 DK6335
 DK6335  VERT ORDER      -  SECOND    CLASS I
 DK6335
 DK6335.The horizontal coordinates were determined by differentially corrected
 DK6335.hand held GPS observations or other comparable positioning techniques
 DK6335.and have an estimated accuracy of +/- 3 meters.
 DK6335
 DK6335.The orthometric height was determined by differential leveling and
 DK6335.adjusted by the NATIONAL GEODETIC SURVEY
 DK6335.in May 2010.
 DK6335
 DK6335.Significant digits in the geoid height do not necessarily reflect accuracy.
 DK6335.GEOID18 height accuracy estimate available here.
 DK6335
 DK6335.Click photographs - Photos may exist for this station.
 DK6335
 DK6335.The dynamic height is computed by dividing the NAVD 88
 DK6335.geopotential number by the normal gravity value computed on the
 DK6335.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK6335.degrees latitude (g = 980.6199 gals.).
 DK6335
 DK6335.The modeled gravity was interpolated from observed gravity values.
 DK6335
 DK6335;                    North         East    Units  Estimated Accuracy
 DK6335;SPC MN S     -   319,166.1     851,907.3     MT  (+/- 3 meters HH1 GPS) 
 DK6335
 DK6335_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK7303379738(NAD 83)
 DK6335
 DK6335                          SUPERSEDED SURVEY CONTROL
 DK6335
 DK6335.No superseded survey control is available for this station.
 DK6335
 DK6335_MARKER: DV = VERTICAL CONTROL DISK
 DK6335_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DK6335_SP_SET: BRIDGE RAILING
 DK6335_STAMPING: 2735 BC 1993
 DK6335_MARK LOGO: MNDT
 DK6335_MAGNETIC: N = NO MAGNETIC MATERIAL
 DK6335_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DK6335_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DK6335+SATELLITE: SATELLITE OBSERVATIONS - April 04, 2012
 DK6335
 DK6335  HISTORY     - Date     Condition        Report By
 DK6335  HISTORY     - 19930505 MONUMENTED       MNDT
 DK6335  HISTORY     - 20120404 GOOD             MNDT
 DK6335
 DK6335                          STATION DESCRIPTION
 DK6335
 DK6335'DESCRIBED BY MN DEPT OF TRANSP 1993
 DK6335'THE MARK IS LOCATED ABOUT 9.2 MI (14.8 KM) NORTH-NORTHWEST OF
 DK6335'BLOOMINGTON, 6.6 MI (10.7 KM) EAST-NORTHEAST OF HOPKINS AND 4.0 MI
 DK6335'(6.4 KM) WEST OF MINNEAPOLIS IN THE TOWN OF ST LOUIS PARK, IN THE
 DK6335'BRIDGE RAILING AT THE SOUTH CORNER OF THE EAST LEG OF FAI 394 BRIDGE
 DK6335'NUMBER 27751 (WEST BOUND FAI 394 HOV LANE RAMP FOR SOUTH BOUND TRUNK
 DK6335'HIGHWAY 100) OVER FAI 394, AT FAI 394 MILEPOST 5.75, AT THE JUNCTION
 DK6335'OF FAI 394 AND TRUNK HIGHWAY 100.
 DK6335
 DK6335                          STATION RECOVERY (2012)
 DK6335
 DK6335'RECOVERY NOTE BY MN DEPT OF TRANSP 2012 (KMS)
 DK6335'IN SAINT LOUIS PARK, IN BRIDGE RAILING IN SOUTHEAST CORNER OF
 DK6335'INTERSTATE HIGHWAY 394 BRIDGE NUMBER 27751 OVER INTERSTATE HIGHWAY 394
 DK6335'(WESTBOUND INTERSTATE HIGHWAY 394 OFF RAMP FOR SOUTHBOUND TRUNK
 DK6335'HIGHWAY 100), AT THE JUNCTION OF INTERSTATE HIGHWAY 394 AND TRUNK
 DK6335'HIGHWAY 100, AT INTERSTATE HIGHWAY 394 MILE POINT 5.75.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DK6360 ***********************************************************************
 DK6360  DESIGNATION -  2735 BD
 DK6360  PID         -  DK6360
 DK6360  STATE/COUNTY-  MN/HENNEPIN
 DK6360  COUNTRY     -  US
 DK6360  USGS QUAD   -  MINNEAPOLIS SOUTH (2019)
 DK6360
 DK6360                         *CURRENT SURVEY CONTROL
 DK6360  ______________________________________________________________________
 DK6360* NAD 83(1986) POSITION- 44 58 18.97   (N) 093 20 32.62   (W)   HD_HELD1
 DK6360* NAVD 88 ORTHO HEIGHT -   271.208 (meters)      889.79  (feet) ADJUSTED
 DK6360  ______________________________________________________________________
 DK6360  GEOID HEIGHT    -        -27.045 (meters)                     GEOID18
 DK6360  DYNAMIC HEIGHT  -        271.203 (meters)      889.77  (feet) COMP
 DK6360  MODELED GRAVITY -    980,587.6   (mgal)                       NAVD 88
 DK6360
 DK6360  VERT ORDER      -  SECOND    CLASS I
 DK6360
 DK6360.The horizontal coordinates were determined by differentially corrected
 DK6360.hand held GPS observations or other comparable positioning techniques
 DK6360.and have an estimated accuracy of +/- 3 meters.
 DK6360
 DK6360.The orthometric height was determined by differential leveling and
 DK6360.adjusted by the NATIONAL GEODETIC SURVEY
 DK6360.in May 2010.
 DK6360
 DK6360.Significant digits in the geoid height do not necessarily reflect accuracy.
 DK6360.GEOID18 height accuracy estimate available here.
 DK6360
 DK6360.Click photographs - Photos may exist for this station.
 DK6360
 DK6360.The dynamic height is computed by dividing the NAVD 88
 DK6360.geopotential number by the normal gravity value computed on the
 DK6360.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK6360.degrees latitude (g = 980.6199 gals.).
 DK6360
 DK6360.The modeled gravity was interpolated from observed gravity values.
 DK6360
 DK6360;                    North         East    Units  Estimated Accuracy
 DK6360;SPC MN S     -   319,316.8     851,872.6     MT  (+/- 3 meters HH1 GPS) 
 DK6360
 DK6360_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK7300079889(NAD 83)
 DK6360
 DK6360                          SUPERSEDED SURVEY CONTROL
 DK6360
 DK6360.No superseded survey control is available for this station.
 DK6360
 DK6360_MARKER: DV = VERTICAL CONTROL DISK
 DK6360_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DK6360_SP_SET: BRIDGE RAILING
 DK6360_STAMPING: 2735 BD 1993
 DK6360_MARK LOGO: MNDT
 DK6360_MAGNETIC: N = NO MAGNETIC MATERIAL
 DK6360_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DK6360_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DK6360+SATELLITE: SATELLITE OBSERVATIONS - April 04, 2012
 DK6360
 DK6360  HISTORY     - Date     Condition        Report By
 DK6360  HISTORY     - 19930505 MONUMENTED       MNDT
 DK6360  HISTORY     - 20120404 GOOD             MNDT
 DK6360
 DK6360                          STATION DESCRIPTION
 DK6360
 DK6360'DESCRIBED BY MN DEPT OF TRANSP 1993
 DK6360'THE MARK IS LOCATED ABOUT 9.3 MI (15.0 KM) NORTH-NORTHWEST OF
 DK6360'BLOOMINGTON, 6.7 MI (10.8 KM) EAST-NORTHEAST OF HOPKINS AND 3.9 MI
 DK6360'(6.3 KM) WEST OF MINNEAPOLIS IN THE TOWN OF GOLDEN VALLEY, IN THE
 DK6360'BRIDGE WING WALL AT THE SOUTHEAST CORNER OF FAI 394 BRIDGE NUMBER
 DK6360'27754 (SOUTH BOUND TRUNK HIGHWAY 100 OFF RAMP FOR WEST BOUND FAI 394)
 DK6360'OVER COLONIAL POND, AT FAI 394 MILEPOST 5.85 AT THE JUNCTION OF TRUNK
 DK6360'HIGHWAY 100 AND FAI 394.
 DK6360
 DK6360                          STATION RECOVERY (2012)
 DK6360
 DK6360'RECOVERY NOTE BY MN DEPT OF TRANSP 2012 (KMS)
 DK6360'IN GOLDEN VALLEY, IN BRIDGE WING WALL IN SOUTHEAST CORNER OF
 DK6360'INTERSTATE HIGHWAY 394 BRIDGE NUMBER 27754 OVER COLONIAL POND
 DK6360'(SOUTHBOUND TRUNK HIGHWAY 100 OFF RAMP TO WESTBOUND INTERSTATE HIGHWAY
 DK6360'394), AT THE JUNCTION OF TRUNK HIGHWAY 100 AND INTERSTATE HIGHWAY 394,
 DK6360'AT INTERSTATE HIGHWAY 394 MILE POINT 5.85.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DK6359 ***********************************************************************
 DK6359  DESIGNATION -  2735 BE
 DK6359  PID         -  DK6359
 DK6359  STATE/COUNTY-  MN/HENNEPIN
 DK6359  COUNTRY     -  US
 DK6359  USGS QUAD   -  MINNEAPOLIS SOUTH (2019)
 DK6359
 DK6359                         *CURRENT SURVEY CONTROL
 DK6359  ______________________________________________________________________
 DK6359* NAD 83(1986) POSITION- 44 58 23.93   (N) 093 20 29.56   (W)   HD_HELD1
 DK6359* NAVD 88 ORTHO HEIGHT -   267.869 (meters)      878.83  (feet) ADJUSTED
 DK6359  ______________________________________________________________________
 DK6359  GEOID HEIGHT    -        -27.047 (meters)                     GEOID18
 DK6359  DYNAMIC HEIGHT  -        267.863 (meters)      878.81  (feet) COMP
 DK6359  MODELED GRAVITY -    980,587.8   (mgal)                       NAVD 88
 DK6359
 DK6359  VERT ORDER      -  SECOND    CLASS I
 DK6359
 DK6359.The horizontal coordinates were determined by differentially corrected
 DK6359.hand held GPS observations or other comparable positioning techniques
 DK6359.and have an estimated accuracy of +/- 3 meters.
 DK6359
 DK6359.The orthometric height was determined by differential leveling and
 DK6359.adjusted by the NATIONAL GEODETIC SURVEY
 DK6359.in September 2016.
 DK6359
 DK6359.Significant digits in the geoid height do not necessarily reflect accuracy.
 DK6359.GEOID18 height accuracy estimate available here.
 DK6359
 DK6359.Click photographs - Photos may exist for this station.
 DK6359
 DK6359.The dynamic height is computed by dividing the NAVD 88
 DK6359.geopotential number by the normal gravity value computed on the
 DK6359.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK6359.degrees latitude (g = 980.6199 gals.).
 DK6359
 DK6359.The modeled gravity was interpolated from observed gravity values.
 DK6359
 DK6359;                    North         East    Units  Estimated Accuracy
 DK6359;SPC MN S     -   319,470.4     851,938.4     MT  (+/- 3 meters HH1 GPS) 
 DK6359
 DK6359_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK7306880042(NAD 83)
 DK6359
 DK6359                          SUPERSEDED SURVEY CONTROL
 DK6359
 DK6359  NAVD 88 (05/05/10)  267.875  (m)          878.85   (f) SUPERSEDED  2 1
 DK6359
 DK6359.Superseded values are not recommended for survey control.
 DK6359
 DK6359.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK6359.See file dsdata.pdf to determine how the superseded data were derived.
 DK6359
 DK6359_MARKER: DV = VERTICAL CONTROL DISK
 DK6359_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DK6359_SP_SET: BRIDGE ABUTMENT
 DK6359_STAMPING: 2735 BE 1993
 DK6359_MARK LOGO: MNDT
 DK6359_MAGNETIC: N = NO MAGNETIC MATERIAL
 DK6359_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DK6359_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DK6359+SATELLITE: SATELLITE OBSERVATIONS - August 19, 2014
 DK6359
 DK6359  HISTORY     - Date     Condition        Report By
 DK6359  HISTORY     - 19930505 MONUMENTED       MNDT
 DK6359  HISTORY     - 20120403 GOOD             MNDT
 DK6359  HISTORY     - 20140819 GOOD             MNDT
 DK6359
 DK6359                          STATION DESCRIPTION
 DK6359
 DK6359'DESCRIBED BY MN DEPT OF TRANSP 1993
 DK6359'THE MARK IS LOCATED ABOUT 9.4 MI (15.1 KM) SOUTHWEST OF NEW BRIGHTON,
 DK6359'6.8 MI (11.0 KM) EAST-NORTHEAST OF HOPKINS AND 3.8 MI (6.2 KM) WEST OF
 DK6359'MINNEAPOLIS IN THE TOWN OF GOLDEN VALLEY, IN THE BRIDGE WING WALL AT
 DK6359'THE NORTHEAST CORNER OF FAI 394 BRIDGE NUMBER 27754 (SOUTH BOUND TRUNK
 DK6359'HIGHWAY 100 OFF RAMP FOR WEST BOUND FAI 394) OVER COLONIAL POND, AT
 DK6359'FAI 394 MILEPOST 5.85 AT THE JUNCTION OF TRUNK HIGHWAY 100 AND FAI
 DK6359'394.
 DK6359
 DK6359                          STATION RECOVERY (2012)
 DK6359
 DK6359'RECOVERY NOTE BY MN DEPT OF TRANSP 2012 (KMS)
 DK6359'THE STATION IS LOCATED ABOUT 15.1 KM (9.4 MI) SOUTHWEST OF NEW
 DK6359'BRIGHTON, 11.0 KM (6.8 MI) EAST-NORTHEAST OF HOPKINS AND 6.2 KM (3.9
 DK6359'MI) WEST OF MINNEAPOLIS.
 DK6359'
 DK6359'IN GOLDEN VALLEY, IN WING WALL AT NORTHEAST CORNER OF INTERSTATE
 DK6359'HIGHWAY 394 BRIDGE NUMBER 27754 (SOUTHBOUND TRUNK HIGHWAY 100 OFF RAMP
 DK6359'FOR WESTBOUND INTERSTATE HIGHWAY 394) OVER COLONIAL POND.
 DK6359'
 DK6359'THE STATION IS LOCATED AT INTERSTATE HIGHWAY 394 MILE POINT 5.85, AT
 DK6359'THE JUNCTION OF TRUNK HIGHWAY 100 AND INTERSTATE HIGHWAY 394.
 DK6359
 DK6359                          STATION RECOVERY (2014)
 DK6359
 DK6359'RECOVERY NOTE BY MN DEPT OF TRANSP 2014 (TME)
 DK6359'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DK6322 ***********************************************************************
 DK6322  DESIGNATION -  2735 BF
 DK6322  PID         -  DK6322
 DK6322  STATE/COUNTY-  MN/HENNEPIN
 DK6322  COUNTRY     -  US
 DK6322  USGS QUAD   -  MINNEAPOLIS SOUTH (2019)
 DK6322
 DK6322                         *CURRENT SURVEY CONTROL
 DK6322  ______________________________________________________________________
 DK6322* NAD 83(1986) POSITION- 44 58 06.81   (N) 093 20 33.61   (W)   HD_HELD1
 DK6322* NAVD 88 ORTHO HEIGHT -   276.416 (meters)      906.87  (feet) ADJUSTED
 DK6322  ______________________________________________________________________
 DK6322  GEOID HEIGHT    -        -27.043 (meters)                     GEOID18
 DK6322  DYNAMIC HEIGHT  -        276.410 (meters)      906.86  (feet) COMP
 DK6322  MODELED GRAVITY -    980,586.9   (mgal)                       NAVD 88
 DK6322
 DK6322  VERT ORDER      -  SECOND    CLASS I
 DK6322
 DK6322.The horizontal coordinates were determined by differentially corrected
 DK6322.hand held GPS observations or other comparable positioning techniques
 DK6322.and have an estimated accuracy of +/- 3 meters.
 DK6322
 DK6322.The orthometric height was determined by differential leveling and
 DK6322.adjusted by the NATIONAL GEODETIC SURVEY
 DK6322.in May 2010.
 DK6322
 DK6322.Significant digits in the geoid height do not necessarily reflect accuracy.
 DK6322.GEOID18 height accuracy estimate available here.
 DK6322
 DK6322.Click photographs - Photos may exist for this station.
 DK6322
 DK6322.The dynamic height is computed by dividing the NAVD 88
 DK6322.geopotential number by the normal gravity value computed on the
 DK6322.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK6322.degrees latitude (g = 980.6199 gals.).
 DK6322
 DK6322.The modeled gravity was interpolated from observed gravity values.
 DK6322
 DK6322;                    North         East    Units  Estimated Accuracy
 DK6322;SPC MN S     -   318,941.3     851,853.9     MT  (+/- 3 meters HH1 GPS) 
 DK6322
 DK6322_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK7297779514(NAD 83)
 DK6322
 DK6322                          SUPERSEDED SURVEY CONTROL
 DK6322
 DK6322.No superseded survey control is available for this station.
 DK6322
 DK6322_MARKER: DV = VERTICAL CONTROL DISK
 DK6322_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DK6322_SP_SET: BRIDGE RAILING
 DK6322_STAMPING: 2735 BF 1993
 DK6322_MARK LOGO: MNDT
 DK6322_MAGNETIC: N = NO MAGNETIC MATERIAL
 DK6322_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DK6322_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DK6322+SATELLITE: SATELLITE OBSERVATIONS - April 04, 2012
 DK6322
 DK6322  HISTORY     - Date     Condition        Report By
 DK6322  HISTORY     - 19930505 MONUMENTED       MNDT
 DK6322  HISTORY     - 20120404 GOOD             MNDT
 DK6322
 DK6322                          STATION DESCRIPTION
 DK6322
 DK6322'DESCRIBED BY MN DEPT OF TRANSP 1993
 DK6322'THE MARK IS LOCATED ABOUT 9.1 MI (14.6 KM) NORTH-NORTHWEST OF
 DK6322'BLOOMINGTON, 6.6 MI (10.6 KM) EAST-NORTHEAST OF HOPKINS AND 4.0 MI
 DK6322'(6.4 KM) WEST-SOUTHWEST OF MINNEAPOLIS IN THE TOWN OF ST LOUIS PARK,
 DK6322'IN THE BRIDGE RAILING AT THE SOUTHEAST CORNER OF FAI 394 BRIDGE NUMBER
 DK6322'27748 (WEST BOUND FAI 394 HOV LANE OFF RAMP FOR SOUTH BOUND TRUNK
 DK6322'HIGHWAY 100) OVER SOUTH FRONTAGE ROAD, AT FAI 394 MILEPOST 5.75, AT
 DK6322'THE JUNCTION OF FAI 394 AND TRUNK HIGHWAY 100.
 DK6322
 DK6322                          STATION RECOVERY (2012)
 DK6322
 DK6322'RECOVERY NOTE BY MN DEPT OF TRANSP 2012 (KMS)
 DK6322'IN SAINT LOUIS PARK, IN BRIDGE RAILING IN SOUTHEAST CORNER OF
 DK6322'INTERSTATE HIGHWAY 394 BRIDGE NUMBER 27748 OVER SOUTH INTERSTATE
 DK6322'HIGHWAY 394 FRONTAGE ROAD (WESTBOUND INTERSTATE HIGHWAY 394 HOV LANE
 DK6322'OFF RAMP FOR SOUTHBOUND TRUNK HIGHWAY 100), AT THE JUNCTION OF
 DK6322'INTERSTATE HIGHWAY 394 AND TRUNK HIGHWAY 100, AT INTERSTATE HIGHWAY
 DK6322'394 MILE POINT 5.75.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DK6356 ***********************************************************************
 DK6356  DESIGNATION -  2735 BG
 DK6356  PID         -  DK6356
 DK6356  STATE/COUNTY-  MN/HENNEPIN
 DK6356  COUNTRY     -  US
 DK6356  USGS QUAD   -  MINNEAPOLIS SOUTH (2019)
 DK6356
 DK6356                         *CURRENT SURVEY CONTROL
 DK6356  ______________________________________________________________________
 DK6356* NAD 83(1986) POSITION- 44 58 03.50   (N) 093 20 33.49   (W)   HD_HELD1
 DK6356* NAVD 88 ORTHO HEIGHT -   279.826 (meters)      918.06  (feet) ADJUSTED
 DK6356  ______________________________________________________________________
 DK6356  GEOID HEIGHT    -        -27.042 (meters)                     GEOID18
 DK6356  DYNAMIC HEIGHT  -        279.820 (meters)      918.04  (feet) COMP
 DK6356  MODELED GRAVITY -    980,585.8   (mgal)                       NAVD 88
 DK6356
 DK6356  VERT ORDER      -  SECOND    CLASS I
 DK6356
 DK6356.The horizontal coordinates were determined by differentially corrected
 DK6356.hand held GPS observations or other comparable positioning techniques
 DK6356.and have an estimated accuracy of +/- 3 meters.
 DK6356
 DK6356.The orthometric height was determined by differential leveling and
 DK6356.adjusted by the NATIONAL GEODETIC SURVEY
 DK6356.in May 2010.
 DK6356
 DK6356.Significant digits in the geoid height do not necessarily reflect accuracy.
 DK6356.GEOID18 height accuracy estimate available here.
 DK6356
 DK6356.Click photographs - Photos may exist for this station.
 DK6356
 DK6356.The dynamic height is computed by dividing the NAVD 88
 DK6356.geopotential number by the normal gravity value computed on the
 DK6356.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK6356.degrees latitude (g = 980.6199 gals.).
 DK6356
 DK6356.The modeled gravity was interpolated from observed gravity values.
 DK6356
 DK6356;                    North         East    Units  Estimated Accuracy
 DK6356;SPC MN S     -   318,839.1     851,857.3     MT  (+/- 3 meters HH1 GPS) 
 DK6356
 DK6356_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK7297979412(NAD 83)
 DK6356
 DK6356                          SUPERSEDED SURVEY CONTROL
 DK6356
 DK6356.No superseded survey control is available for this station.
 DK6356
 DK6356_MARKER: DV = VERTICAL CONTROL DISK
 DK6356_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DK6356_SP_SET: BRIDGE RAILING
 DK6356_STAMPING: 2735 BG 1993
 DK6356_MARK LOGO: MNDT
 DK6356_MAGNETIC: N = NO MAGNETIC MATERIAL
 DK6356_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DK6356_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DK6356+SATELLITE: SATELLITE OBSERVATIONS - April 03, 2012
 DK6356
 DK6356  HISTORY     - Date     Condition        Report By
 DK6356  HISTORY     - 19930505 MONUMENTED       MNDT
 DK6356  HISTORY     - 20120403 GOOD             MNDT
 DK6356
 DK6356                          STATION DESCRIPTION
 DK6356
 DK6356'DESCRIBED BY MN DEPT OF TRANSP 1993
 DK6356'THE MARK IS LOCATED ABOUT 8.7 MI (14.0 KM) NORTH-NORTHWEST OF
 DK6356'BLOOMINGTON, 6.3 MI (10.2 KM) EAST-NORTHEAST OF HOPKINS AND 4.2 MI
 DK6356'(6.7 KM) WEST-SOUTHWEST OF MINNEAPOLIS IN THE TOWN OF ST LOUIS PARK,
 DK6356'IN THE BRIDGE RAILING AT THE NORTHEAST CORNER OF TRUNK HIGHWAY 100
 DK6356'BRIDGE NUMBER 27789 (SOUTH BOUND TRUNK HIGHWAY 100 OFF RAMP TO
 DK6356'STEPHAN'S DRIVE) OVER CEDAR LAKE ROAD RAMP, AT TRUNK HIGHWAY 100
 DK6356'MILEPOST 7.35, 0.4 MI (0.6 KM) SOUTH OF FAI 394.
 DK6356
 DK6356                          STATION RECOVERY (2012)
 DK6356
 DK6356'RECOVERY NOTE BY MN DEPT OF TRANSP 2012 (KMS)
 DK6356'IN SAINT LOUIS PARK, IN BRIDGE RAILING IN NORTHEAST CORNER OF TRUNK
 DK6356'HIGHWAY 100 BRIDGE NUMBER 27789 OVER CEDAR LAKE ROAD RAMP (SOUTHBOUND
 DK6356'TRUNK HIGHWAY 100 OFF RAMP TO STEPHANS DRIVE), 0.4 MI (0.6 KM) SOUTH
 DK6356'ALONG TRUNK HIGHWAY 100  FROM THE JUNCTION OF THUNK HIGHWAY 100 AND
 DK6356'INTERSTATE HIGHWAY 394, AT TRUNK HIGHWAY 100 MILE POINT 7.35.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DK6362 ***********************************************************************
 DK6362  DESIGNATION -  2735 BH
 DK6362  PID         -  DK6362
 DK6362  STATE/COUNTY-  MN/HENNEPIN
 DK6362  COUNTRY     -  US
 DK6362  USGS QUAD   -  MINNEAPOLIS SOUTH (2019)
 DK6362
 DK6362                         *CURRENT SURVEY CONTROL
 DK6362  ______________________________________________________________________
 DK6362* NAD 83(1986) POSITION- 44 57 51.     (N) 093 20 39.     (W)   SCALED
 DK6362* NAVD 88 ORTHO HEIGHT -   278.335 (meters)      913.17  (feet) ADJUSTED
 DK6362  ______________________________________________________________________
 DK6362  GEOID HEIGHT    -        -27.038 (meters)                     GEOID18
 DK6362  DYNAMIC HEIGHT  -        278.328 (meters)      913.15  (feet) COMP
 DK6362  MODELED GRAVITY -    980,585.1   (mgal)                       NAVD 88
 DK6362
 DK6362  VERT ORDER      -  SECOND    CLASS I
 DK6362
 DK6362.The horizontal coordinates were scaled from a map and have
 DK6362.an estimated accuracy of +/- 6 seconds.
 DK6362
 DK6362.The orthometric height was determined by differential leveling and
 DK6362.adjusted by the NATIONAL GEODETIC SURVEY
 DK6362.in May 2010.
 DK6362
 DK6362.Significant digits in the geoid height do not necessarily reflect accuracy.
 DK6362.GEOID18 height accuracy estimate available here.
 DK6362
 DK6362.Click photographs - Photos may exist for this station.
 DK6362
 DK6362.The dynamic height is computed by dividing the NAVD 88
 DK6362.geopotential number by the normal gravity value computed on the
 DK6362.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK6362.degrees latitude (g = 980.6199 gals.).
 DK6362
 DK6362.The modeled gravity was interpolated from observed gravity values.
 DK6362
 DK6362;                    North         East    Units  Estimated Accuracy
 DK6362;SPC MN S     -   318,450.      851,740.      MT  (+/- 180 meters Scaled)
 DK6362
 DK6362_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK728790(NAD 83)
 DK6362
 DK6362                          SUPERSEDED SURVEY CONTROL
 DK6362
 DK6362.No superseded survey control is available for this station.
 DK6362
 DK6362_MARKER: DV = VERTICAL CONTROL DISK
 DK6362_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DK6362_SP_SET: BRIDGE RAILING
 DK6362_STAMPING: 2735 BH 1993
 DK6362_MARK LOGO: MNDT
 DK6362_MAGNETIC: N = NO MAGNETIC MATERIAL
 DK6362_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DK6362_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DK6362+SATELLITE: SATELLITE OBSERVATIONS - May 04, 1993
 DK6362
 DK6362  HISTORY     - Date     Condition        Report By
 DK6362  HISTORY     - 19930504 MONUMENTED       MNDT
 DK6362
 DK6362                          STATION DESCRIPTION
 DK6362
 DK6362'DESCRIBED BY MN DEPT OF TRANSP 1993
 DK6362'THE MARK IS LOCATED ABOUT 8.4 MI (13.6 KM) NORTH-NORTHWEST OF
 DK6362'BLOOMINGTON, 6.1 MI (9.9 KM) EAST-NORTHEAST OF HOPKINS AND 4.3 MI (7.0
 DK6362'KM) WEST-SOUTHWEST OF MINNEAPOLIS IN THE TOWN OF ST LOUIS PARK, IN THE
 DK6362'BRIDGE RAILING AT THE SOUTHEAST CORNER TRUNK HIGHWAY 100 BRIDGE NUMBER
 DK6362'27789 (SOUTH BOUND TRUNK HIGHWAY 100 OFF RAMP TO STEPHANS DRIVE) OVER
 DK6362'CEDAR LAKE ROAD RAMP, AT TRUNK HIGHWAY 100 MILEPOST 7.35, 0.4 MI (0.6
 DK6362'KM) SOUTH OF FAI 394.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DK6323 ***********************************************************************
 DK6323  DESIGNATION -  2735 BJ
 DK6323  PID         -  DK6323
 DK6323  STATE/COUNTY-  MN/HENNEPIN
 DK6323  COUNTRY     -  US
 DK6323  USGS QUAD   -  MINNEAPOLIS SOUTH (2019)
 DK6323
 DK6323                         *CURRENT SURVEY CONTROL
 DK6323  ______________________________________________________________________
 DK6323* NAD 83(1986) POSITION- 44 57 41.44   (N) 093 20 41.96   (W)   HD_HELD1
 DK6323* NAVD 88 ORTHO HEIGHT -   281.510 (meters)      923.59  (feet) ADJUSTED
 DK6323  ______________________________________________________________________
 DK6323  GEOID HEIGHT    -        -27.036 (meters)                     GEOID18
 DK6323  DYNAMIC HEIGHT  -        281.504 (meters)      923.57  (feet) COMP
 DK6323  MODELED GRAVITY -    980,585.7   (mgal)                       NAVD 88
 DK6323
 DK6323  VERT ORDER      -  SECOND    CLASS I
 DK6323
 DK6323.The horizontal coordinates were determined by differentially corrected
 DK6323.hand held GPS observations or other comparable positioning techniques
 DK6323.and have an estimated accuracy of +/- 3 meters.
 DK6323
 DK6323.The orthometric height was determined by differential leveling and
 DK6323.adjusted by the NATIONAL GEODETIC SURVEY
 DK6323.in May 2010.
 DK6323
 DK6323.Significant digits in the geoid height do not necessarily reflect accuracy.
 DK6323.GEOID18 height accuracy estimate available here.
 DK6323
 DK6323.Click photographs - Photos may exist for this station.
 DK6323
 DK6323.The dynamic height is computed by dividing the NAVD 88
 DK6323.geopotential number by the normal gravity value computed on the
 DK6323.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK6323.degrees latitude (g = 980.6199 gals.).
 DK6323
 DK6323.The modeled gravity was interpolated from observed gravity values.
 DK6323
 DK6323;                    North         East    Units  Estimated Accuracy
 DK6323;SPC MN S     -   318,156.7     851,677.2     MT  (+/- 3 meters HH1 GPS) 
 DK6323
 DK6323_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK7279178732(NAD 83)
 DK6323
 DK6323                          SUPERSEDED SURVEY CONTROL
 DK6323
 DK6323.No superseded survey control is available for this station.
 DK6323
 DK6323_MARKER: DV = VERTICAL CONTROL DISK
 DK6323_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DK6323_SP_SET: BRIDGE RAILING
 DK6323_STAMPING: 2735 BJ 1993
 DK6323_MARK LOGO: MNDT
 DK6323_MAGNETIC: N = NO MAGNETIC MATERIAL
 DK6323_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DK6323_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DK6323+SATELLITE: SATELLITE OBSERVATIONS - April 03, 2012
 DK6323
 DK6323  HISTORY     - Date     Condition        Report By
 DK6323  HISTORY     - 19930505 MONUMENTED       MNDT
 DK6323  HISTORY     - 20120403 GOOD             MNDT
 DK6323
 DK6323                          STATION DESCRIPTION
 DK6323
 DK6323'DESCRIBED BY MN DEPT OF TRANSP 1993
 DK6323'THE MARK IS LOCATED ABOUT 8.6 MI (13.9 KM) NORTH-NORTHWEST OF
 DK6323'BLOOMINGTON, 6.3 MI (10.1 KM) EAST-NORTHEAST OF HOPKINS AND 4.2 MI
 DK6323'(6.7 KM) WEST-SOUTHWEST OF MINNEAPOLIS IN THE TOWN OF ST LOUIS PARK,
 DK6323'IN THE BRIDGE RAILING AT THE SOUTHEAST CORNER OF TRUNK HIGHWAY 100
 DK6323'BRIDGE NUMBER 27786 (SOUTH BOUND TRUNK HIGHWAY 100 OFF RAMP FOR
 DK6323'STEPHAN'S DR) OVER RAILROAD TRACKS AND 23RD ST, AT TRUNK HIGHWAY 100
 DK6323'MILEPOST 7.15, 0.6 MI (1.0 KM) SOUTH OF THE JUNCTION OF TH 100 AND FAI
 DK6323'394.
 DK6323
 DK6323                          STATION RECOVERY (2012)
 DK6323
 DK6323'RECOVERY NOTE BY MN DEPT OF TRANSP 2012 (KMS)
 DK6323'IN SAINT LOUIS PARK, IN BRIDGE RAILING IN SOUTHEAST CORNER OF TRUNK
 DK6323'HIGHWAY 100 BRIDGE NUMBER 27786 OVER RAILROAD TRACKS AND 23RD STREET
 DK6323'(SOUTHBOUND TRUNK HIGHWAY 100 OFF RAMP FOR STEPHANS DRIVE), 0.6 MI
 DK6323'(1.0 KM) SOUTH ALONG THUNK HIGHWAY 100  FROM THE JUNCTION OF TRUNK
 DK6323'HIGHWAY 100 AND INTERSTATE HIGHWAY 394, AT TRUNK HIGHWAY 100 MILE
 DK6323'POINT 7.15.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DK6325 ***********************************************************************
 DK6325  DESIGNATION -  2735 BK
 DK6325  PID         -  DK6325
 DK6325  STATE/COUNTY-  MN/HENNEPIN
 DK6325  COUNTRY     -  US
 DK6325  USGS QUAD   -  MINNEAPOLIS SOUTH (2019)
 DK6325
 DK6325                         *CURRENT SURVEY CONTROL
 DK6325  ______________________________________________________________________
 DK6325* NAD 83(1986) POSITION- 44 57 42.0    (N) 093 20 39.1    (W)   HD_HELD2
 DK6325* NAVD 88 ORTHO HEIGHT -   281.219 (meters)      922.63  (feet) ADJUSTED
 DK6325  ______________________________________________________________________
 DK6325  GEOID HEIGHT    -        -27.037 (meters)                     GEOID18
 DK6325  DYNAMIC HEIGHT  -        281.212 (meters)      922.61  (feet) COMP
 DK6325  MODELED GRAVITY -    980,585.7   (mgal)                       NAVD 88
 DK6325
 DK6325  VERT ORDER      -  SECOND    CLASS I
 DK6325
 DK6325.The horizontal coordinates were established by autonomous hand held GPS
 DK6325.observations and have an estimated accuracy of +/- 10 meters.
 DK6325
 DK6325.The orthometric height was determined by differential leveling and
 DK6325.adjusted by the NATIONAL GEODETIC SURVEY
 DK6325.in May 2010.
 DK6325
 DK6325.Significant digits in the geoid height do not necessarily reflect accuracy.
 DK6325.GEOID18 height accuracy estimate available here.
 DK6325
 DK6325.Click photographs - Photos may exist for this station.
 DK6325
 DK6325.The dynamic height is computed by dividing the NAVD 88
 DK6325.geopotential number by the normal gravity value computed on the
 DK6325.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK6325.degrees latitude (g = 980.6199 gals.).
 DK6325
 DK6325.The modeled gravity was interpolated from observed gravity values.
 DK6325
 DK6325;                    North         East    Units  Estimated Accuracy
 DK6325;SPC MN S     -   318,174.      851,740.      MT  (+/- 10 meters HH2 GPS)
 DK6325
 DK6325_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK7285478749(NAD 83)
 DK6325
 DK6325                          SUPERSEDED SURVEY CONTROL
 DK6325
 DK6325.No superseded survey control is available for this station.
 DK6325
 DK6325_MARKER: DV = VERTICAL CONTROL DISK
 DK6325_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DK6325_SP_SET: BRIDGE RAILING
 DK6325_STAMPING: 2735 BK 1993
 DK6325_MARK LOGO: MNDT
 DK6325_MAGNETIC: N = NO MAGNETIC MATERIAL
 DK6325_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DK6325_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DK6325+SATELLITE: SATELLITE OBSERVATIONS - April 04, 2012
 DK6325
 DK6325  HISTORY     - Date     Condition        Report By
 DK6325  HISTORY     - 19930505 MONUMENTED       MNDT
 DK6325  HISTORY     - 20120404 GOOD             MNDT
 DK6325
 DK6325                          STATION DESCRIPTION
 DK6325
 DK6325'DESCRIBED BY MN DEPT OF TRANSP 1993
 DK6325'THE MARK IS LOCATED ABOUT 8.6 MI (13.9 KM) NORTH-NORTHWEST OF
 DK6325'BLOOMINGTON, 6.3 MI (10.2 KM) EAST-NORTHEAST OF HOPKINS AND 4.2 MI
 DK6325'(6.7 KM) WEST-SOUTHWEST OF MINNEAPOLIS IN THE TOWN OF ST LOUIS PARK,
 DK6325'IN THE BRIDGE RAILING AT THE SOUTHEAST CORNER OF TRUNK HIGHWAY 100
 DK6325'BRIDGE NUMBER 27787 (NORTH BOUND TRUNK HIGHWAY 100 OFF RAMP FOR CEDAR
 DK6325'LAKE RD) OVER RAILROAD TRACKS AND 23RD ST, AT TRUNK HIGHWAY 100
 DK6325'MILEPOST 7.15, 0.6 MI (1.0 KM) SOUTH OF THE JUNCTION OF TH 100 AND FAI
 DK6325'394.
 DK6325
 DK6325                          STATION RECOVERY (2012)
 DK6325
 DK6325'RECOVERY NOTE BY MN DEPT OF TRANSP 2012 (KMS)
 DK6325'IN SAINT LOUIS PARK, IN BRIDGE RAILING IN SOUTHEAST CORNER OF TRUNK
 DK6325'HIGHWAY 100 BRIDGE NUMBER 27787 OVER RAILROAD TRACKS AND 23RD STREET
 DK6325'(NORTHBOUND TRUNK HIGHWAY 100 OFF RAMP FOR CEDAR LAKE ROAD), 0.6 MI
 DK6325'(1.0 KM) SOUTH ALONG TRUNK HIGHWAY 100  FROM THE JUNCTION OF TRUNK
 DK6325'HIGHWAY 100 AND INTERSTATE HIGHWAY 394, AT TRUNK HIGHWAY 100 MILE
 DK6325'POINT 7.15.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DK6324 ***********************************************************************
 DK6324  DESIGNATION -  2735 BL
 DK6324  PID         -  DK6324
 DK6324  STATE/COUNTY-  MN/HENNEPIN
 DK6324  COUNTRY     -  US
 DK6324  USGS QUAD   -  MINNEAPOLIS SOUTH (2019)
 DK6324
 DK6324                         *CURRENT SURVEY CONTROL
 DK6324  ______________________________________________________________________
 DK6324* NAD 83(1986) POSITION- 44 57 41.87   (N) 093 20 39.82   (W)   HD_HELD1
 DK6324* NAVD 88 ORTHO HEIGHT -   280.699 (meters)      920.93  (feet) ADJUSTED
 DK6324  ______________________________________________________________________
 DK6324  GEOID HEIGHT    -        -27.037 (meters)                     GEOID18
 DK6324  DYNAMIC HEIGHT  -        280.693 (meters)      920.91  (feet) COMP
 DK6324  MODELED GRAVITY -    980,585.7   (mgal)                       NAVD 88
 DK6324
 DK6324  VERT ORDER      -  SECOND    CLASS I
 DK6324
 DK6324.The horizontal coordinates were determined by differentially corrected
 DK6324.hand held GPS observations or other comparable positioning techniques
 DK6324.and have an estimated accuracy of +/- 3 meters.
 DK6324
 DK6324.The orthometric height was determined by differential leveling and
 DK6324.adjusted by the NATIONAL GEODETIC SURVEY
 DK6324.in May 2010.
 DK6324
 DK6324.Significant digits in the geoid height do not necessarily reflect accuracy.
 DK6324.GEOID18 height accuracy estimate available here.
 DK6324
 DK6324.Click photographs - Photos may exist for this station.
 DK6324
 DK6324.The dynamic height is computed by dividing the NAVD 88
 DK6324.geopotential number by the normal gravity value computed on the
 DK6324.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK6324.degrees latitude (g = 980.6199 gals.).
 DK6324
 DK6324.The modeled gravity was interpolated from observed gravity values.
 DK6324
 DK6324;                    North         East    Units  Estimated Accuracy
 DK6324;SPC MN S     -   318,170.3     851,724.0     MT  (+/- 3 meters HH1 GPS) 
 DK6324
 DK6324_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK7283878745(NAD 83)
 DK6324
 DK6324                          SUPERSEDED SURVEY CONTROL
 DK6324
 DK6324.No superseded survey control is available for this station.
 DK6324
 DK6324_MARKER: DV = VERTICAL CONTROL DISK
 DK6324_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DK6324_SP_SET: BRIDGE RAILING
 DK6324_STAMPING: 2735 BL 1993
 DK6324_MARK LOGO: MNDT
 DK6324_MAGNETIC: N = NO MAGNETIC MATERIAL
 DK6324_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DK6324_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DK6324+SATELLITE: SATELLITE OBSERVATIONS - April 04, 2012
 DK6324
 DK6324  HISTORY     - Date     Condition        Report By
 DK6324  HISTORY     - 19930505 MONUMENTED       MNDT
 DK6324  HISTORY     - 20120404 GOOD             MNDT
 DK6324
 DK6324                          STATION DESCRIPTION
 DK6324
 DK6324'DESCRIBED BY MN DEPT OF TRANSP 1993
 DK6324'THE MARK IS LOCATED ABOUT 8.6 MI (13.9 KM) NORTH-NORTHWEST OF
 DK6324'BLOOMINGTON, 6.3 MI (10.2 KM) EAST-NORTHEAST OF HOPKINS AND 4.2 MI
 DK6324'(6.7 KM) WEST-SOUTHWEST OF MINNEAPOLIS IN THE TOWN OF ST LOUIS PARK,
 DK6324'IN THE BRIDGE RAILING AT THE SOUTHEAST CORNER OF TRUNK HIGHWAY 100
 DK6324'BRIDGE NUMBER 5310 OVER 23RD ST AND RAILROAD TRACKS, AT TRUNK HIGHWAY
 DK6324'100 MILEPOST 7.15, 0.95 MI (1.5 KM) NORTH OF MINNETONKA BOULEVARD.
 DK6324
 DK6324                          STATION RECOVERY (2012)
 DK6324
 DK6324'RECOVERY NOTE BY MN DEPT OF TRANSP 2012 (KMS)
 DK6324'IN SAINT LOUIS PARK, IN BRIDGE RAILING IN SOUTHEAST CORNER OF TRUNK
 DK6324'HIGHWAY 100 BRIDGE NUMBER 5310 OVER 23RD STREET AND RAILROAD TRACKS,
 DK6324'0.95 MI (1.5 KM) NORTH ALONG TRUNK HIGHWAY 100  FROM THE JUNCTION OF
 DK6324'TRUNK HIGHWAY 100 AND MINNETONKA BOULEVARD, AT TRUNK HIGHWAY 100 MILE
 DK6324'POINT 7.15.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DK6357 ***********************************************************************
 DK6357  DESIGNATION -  2735 BM
 DK6357  PID         -  DK6357
 DK6357  STATE/COUNTY-  MN/HENNEPIN
 DK6357  COUNTRY     -  US
 DK6357  USGS QUAD   -  MINNEAPOLIS SOUTH (2019)
 DK6357
 DK6357                         *CURRENT SURVEY CONTROL
 DK6357  ______________________________________________________________________
 DK6357* NAD 83(1986) POSITION- 44 57 54.80   (N) 093 20 34.97   (W)   HD_HELD1
 DK6357* NAVD 88 ORTHO HEIGHT -   275.808 (meters)      904.88  (feet) ADJUSTED
 DK6357  ______________________________________________________________________
 DK6357  GEOID HEIGHT    -        -27.040 (meters)                     GEOID18
 DK6357  DYNAMIC HEIGHT  -        275.801 (meters)      904.86  (feet) COMP
 DK6357  MODELED GRAVITY -    980,586.3   (mgal)                       NAVD 88
 DK6357
 DK6357  VERT ORDER      -  SECOND    CLASS I
 DK6357
 DK6357.The horizontal coordinates were determined by differentially corrected
 DK6357.hand held GPS observations or other comparable positioning techniques
 DK6357.and have an estimated accuracy of +/- 3 meters.
 DK6357
 DK6357.The orthometric height was determined by differential leveling and
 DK6357.adjusted by the NATIONAL GEODETIC SURVEY
 DK6357.in May 2010.
 DK6357
 DK6357.Significant digits in the geoid height do not necessarily reflect accuracy.
 DK6357.GEOID18 height accuracy estimate available here.
 DK6357
 DK6357.Click photographs - Photos may exist for this station.
 DK6357
 DK6357.The dynamic height is computed by dividing the NAVD 88
 DK6357.geopotential number by the normal gravity value computed on the
 DK6357.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK6357.degrees latitude (g = 980.6199 gals.).
 DK6357
 DK6357.The modeled gravity was interpolated from observed gravity values.
 DK6357
 DK6357;                    North         East    Units  Estimated Accuracy
 DK6357;SPC MN S     -   318,570.3     851,827.1     MT  (+/- 3 meters HH1 GPS) 
 DK6357
 DK6357_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK7294679144(NAD 83)
 DK6357
 DK6357                          SUPERSEDED SURVEY CONTROL
 DK6357
 DK6357.No superseded survey control is available for this station.
 DK6357
 DK6357_MARKER: DV = VERTICAL CONTROL DISK
 DK6357_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DK6357_SP_SET: BRIDGE RAILING
 DK6357_STAMPING: 2735 BM 1993
 DK6357_MARK LOGO: MNDT
 DK6357_MAGNETIC: N = NO MAGNETIC MATERIAL
 DK6357_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DK6357_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DK6357+SATELLITE: SATELLITE OBSERVATIONS - April 04, 2012
 DK6357
 DK6357  HISTORY     - Date     Condition        Report By
 DK6357  HISTORY     - 19930505 MONUMENTED       MNDT
 DK6357  HISTORY     - 20120404 GOOD             MNDT
 DK6357
 DK6357                          STATION DESCRIPTION
 DK6357
 DK6357'DESCRIBED BY MN DEPT OF TRANSP 1993
 DK6357'THE MARK IS LOCATED ABOUT 8.9 MI (14.3 KM) NORTH-NORTHWEST OF
 DK6357'BLOOMINGTON, 6.5 MI (10.4 KM) EAST-NORTHEAST OF HOPKINS AND 4.0 MI
 DK6357'(6.5 KM) WEST-SOUTHWEST OF MINNEAPOLIS IN THE TOWN OF ST LOUIS PARK,
 DK6357'IN THE BRIDGE RAILING AT THE SOUTHEAST CORNER OF TRUNK HIGHWAY 100
 DK6357'BRIDGE NUMBER 27788 (NORTH BOUND TRUNK HIGHWAY 100 OFF RAMP TO EAST
 DK6357'BOUND FAI 394) OVER ON RAMP TO NORTH BOUND TRUNK HIGHWAY 100, AT TH
 DK6357'100 MILEPOST 7.35, 0.4 MI (0.6 KM) SOUTH OF FAI 394.
 DK6357
 DK6357                          STATION RECOVERY (2012)
 DK6357
 DK6357'RECOVERY NOTE BY MN DEPT OF TRANSP 2012 (KMS)
 DK6357'IN SAINT LOUIS PARK, IN BRIDGE RAILING IN SOUTHEAST CORNER OF TRUNK
 DK6357'HIGHWAY 100 BRIDGE NUMBER 27788 OVER ON RAMP TO NORTHBOUND TRUNK
 DK6357'HIGHWAY 100 (NORTHBOUND TRUNK HIGHWAY 100 OFF RAMP TO EASTBOUND
 DK6357'INTERSTATE HIGHWAY 394), 0.4 MI (0.6 KM) SOUTH ALONG TRUNK HIGHWAY 100
 DK6357'FROM THE JUNCTION OF TRUNK HIGHWAY 100 AND INTERSTATE HIGHWAY 394, AT
 DK6357'TRUNK HIGHWAY 100 MILE POINT 7.35.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DK6329 ***********************************************************************
 DK6329  DESIGNATION -  2735 BN
 DK6329  PID         -  DK6329
 DK6329  STATE/COUNTY-  MN/HENNEPIN
 DK6329  COUNTRY     -  US
 DK6329  USGS QUAD   -  MINNEAPOLIS SOUTH (2019)
 DK6329
 DK6329                         *CURRENT SURVEY CONTROL
 DK6329  ______________________________________________________________________
 DK6329* NAD 83(1986) POSITION- 44 58 05.63   (N) 093 20 27.82   (W)   HD_HELD1
 DK6329* NAVD 88 ORTHO HEIGHT -   277.431 (meters)      910.20  (feet) ADJUSTED
 DK6329  ______________________________________________________________________
 DK6329  GEOID HEIGHT    -        -27.045 (meters)                     GEOID18
 DK6329  DYNAMIC HEIGHT  -        277.425 (meters)      910.19  (feet) COMP
 DK6329  MODELED GRAVITY -    980,586.7   (mgal)                       NAVD 88
 DK6329
 DK6329  VERT ORDER      -  SECOND    CLASS I
 DK6329
 DK6329.The horizontal coordinates were determined by differentially corrected
 DK6329.hand held GPS observations or other comparable positioning techniques
 DK6329.and have an estimated accuracy of +/- 3 meters.
 DK6329
 DK6329.The orthometric height was determined by differential leveling and
 DK6329.adjusted by the NATIONAL GEODETIC SURVEY
 DK6329.in May 2010.
 DK6329
 DK6329.Significant digits in the geoid height do not necessarily reflect accuracy.
 DK6329.GEOID18 height accuracy estimate available here.
 DK6329
 DK6329.Click photographs - Photos may exist for this station.
 DK6329
 DK6329.The dynamic height is computed by dividing the NAVD 88
 DK6329.geopotential number by the normal gravity value computed on the
 DK6329.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK6329.degrees latitude (g = 980.6199 gals.).
 DK6329
 DK6329.The modeled gravity was interpolated from observed gravity values.
 DK6329
 DK6329;                    North         East    Units  Estimated Accuracy
 DK6329;SPC MN S     -   318,905.9     851,981.1     MT  (+/- 3 meters HH1 GPS) 
 DK6329
 DK6329_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK7310479477(NAD 83)
 DK6329
 DK6329                          SUPERSEDED SURVEY CONTROL
 DK6329
 DK6329.No superseded survey control is available for this station.
 DK6329
 DK6329_MARKER: DV = VERTICAL CONTROL DISK
 DK6329_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DK6329_SP_SET: BRIDGE RAILING
 DK6329_STAMPING: 2735 BN 1993
 DK6329_MARK LOGO: MNHD
 DK6329_MAGNETIC: N = NO MAGNETIC MATERIAL
 DK6329_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DK6329_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DK6329+SATELLITE: SATELLITE OBSERVATIONS - April 04, 2012
 DK6329
 DK6329  HISTORY     - Date     Condition        Report By
 DK6329  HISTORY     - 19930505 MONUMENTED       MNHD
 DK6329  HISTORY     - 20120404 GOOD             MNDT
 DK6329
 DK6329                          STATION DESCRIPTION
 DK6329
 DK6329'DESCRIBED BY MN HIGHWAY DEPT 1993
 DK6329'THE MARK IS LOCATED ABOUT 9.0 MI (14.6 KM) NORTH-NORTHWEST OF
 DK6329'BLOOMINGTON, 6.7 MI (10.7 KM) EAST-NORTHEAST OF HOPKINS AND 3.9 MI
 DK6329'(6.3 KM) WEST-SOUTHWEST OF MINNEAPOLIS IN THE TOWN OF ST LOUIS PARK,
 DK6329'IN THE BRIDGE RAILING AT THE SOUTHEAST CORNER OF FAI 394 BRIDGE NUMBER
 DK6329'27750 (NORTH BOUND TRUNK HIGHWAY 100 OFF RAMP FOR EAST BOUND FAI 394)
 DK6329'OVER FRONTAGE ROAD, AT FAI 394 MILEPOST 5.75, AT THE JUNCTION OF TRUNK
 DK6329'HIGHWAY 100 AND FAI 394.
 DK6329
 DK6329                          STATION RECOVERY (2012)
 DK6329
 DK6329'RECOVERY NOTE BY MN DEPT OF TRANSP 2012 (KMS)
 DK6329'IN SAINT LOUIS PARK, IN BRIDGE RAILING IN SOUTHEAST CORNER OF
 DK6329'INTERSTATE HIGHWAY 394 BRIDGE NUMBER 27750 OVER FRONTAGE ROAD
 DK6329'(NORTHBOUND TRUNK HIGHWAY 100 OFF RAMP FOR EASTBOUND INTERSTATE
 DK6329'HIGHWAY 394), AT THE JUNCTION OF TRUNK HIGHWAY 100 AND INTERSTATE
 DK6329'HIGHWAY 394, AT INTERSTATE HIGHWAY 394 MILE POINT 5.75.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DK6330 ***********************************************************************
 DK6330  DESIGNATION -  2735 BP
 DK6330  PID         -  DK6330
 DK6330  STATE/COUNTY-  MN/HENNEPIN
 DK6330  COUNTRY     -  US
 DK6330  USGS QUAD   -  MINNEAPOLIS SOUTH (2019)
 DK6330
 DK6330                         *CURRENT SURVEY CONTROL
 DK6330  ______________________________________________________________________
 DK6330* NAD 83(1986) POSITION- 44 58 12.79   (N) 093 20 15.88   (W)   HD_HELD1
 DK6330* NAVD 88 ORTHO HEIGHT -   276.215 (meters)      906.22  (feet) ADJUSTED
 DK6330  ______________________________________________________________________
 DK6330  GEOID HEIGHT    -        -27.050 (meters)                     GEOID18
 DK6330  DYNAMIC HEIGHT  -        276.209 (meters)      906.20  (feet) COMP
 DK6330  MODELED GRAVITY -    980,586.9   (mgal)                       NAVD 88
 DK6330
 DK6330  VERT ORDER      -  SECOND    CLASS I
 DK6330
 DK6330.The horizontal coordinates were determined by differentially corrected
 DK6330.hand held GPS observations or other comparable positioning techniques
 DK6330.and have an estimated accuracy of +/- 3 meters.
 DK6330
 DK6330.The orthometric height was determined by differential leveling and
 DK6330.adjusted by the NATIONAL GEODETIC SURVEY
 DK6330.in May 2010.
 DK6330
 DK6330.Significant digits in the geoid height do not necessarily reflect accuracy.
 DK6330.GEOID18 height accuracy estimate available here.
 DK6330
 DK6330.Click photographs - Photos may exist for this station.
 DK6330
 DK6330.The dynamic height is computed by dividing the NAVD 88
 DK6330.geopotential number by the normal gravity value computed on the
 DK6330.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK6330.degrees latitude (g = 980.6199 gals.).
 DK6330
 DK6330.The modeled gravity was interpolated from observed gravity values.
 DK6330
 DK6330;                    North         East    Units  Estimated Accuracy
 DK6330;SPC MN S     -   319,129.0     852,240.9     MT  (+/- 3 meters HH1 GPS) 
 DK6330
 DK6330_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK7336679697(NAD 83)
 DK6330
 DK6330                          SUPERSEDED SURVEY CONTROL
 DK6330
 DK6330.No superseded survey control is available for this station.
 DK6330
 DK6330_MARKER: DV = VERTICAL CONTROL DISK
 DK6330_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DK6330_SP_SET: BRIDGE RAILING
 DK6330_STAMPING: 2735 BP 1993
 DK6330_MARK LOGO: MNDT
 DK6330_MAGNETIC: N = NO MAGNETIC MATERIAL
 DK6330_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DK6330_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DK6330+SATELLITE: SATELLITE OBSERVATIONS - April 04, 2012
 DK6330
 DK6330  HISTORY     - Date     Condition        Report By
 DK6330  HISTORY     - 19930505 MONUMENTED       MNDT
 DK6330  HISTORY     - 20120404 GOOD             MNDT
 DK6330
 DK6330                          STATION DESCRIPTION
 DK6330
 DK6330'DESCRIBED BY MN DEPT OF TRANSP 1993
 DK6330'THE MARK IS LOCATED ABOUT 9.1 MI (14.7 KM) NORTH-NORTHWEST OF
 DK6330'BLOOMINGTON, 6.9 MI (11.1 KM) EAST-NORTHEAST OF HOPKINS AND 3.7 MI
 DK6330'(6.0 KM) WEST OF MINNEAPOLIS IN THE TOWN OF ST LOUIS PARK, IN THE
 DK6330'BRIDGE RAILING IN THE SOUTHEAST CORNER OF SOUTHWEST LEG OF FAI 394
 DK6330'BRIDGE NUMBER 27 753 (NORTH BOUND TRUNK HIGHWAY 100 OFF RAMP FOR EAST
 DK6330'BOUND FAI 394 HOV LANE) OVER FAI 394, AT FAI 394 MILEPOST 6.05, AT THE
 DK6330'JUNCTION OF TRUNK HIGHWAY 100 AND FAI 394.
 DK6330
 DK6330                          STATION RECOVERY (2012)
 DK6330
 DK6330'RECOVERY NOTE BY MN DEPT OF TRANSP 2012 (KMS)
 DK6330'IN SAINT LOUIS PARK, IN BRIDGE RAILING IN SOUTHEAST CORNER OF
 DK6330'SOUTHWEST LEG OF END OF INTERSTATE HIGHWAY 394 BRIDGE NUMBER 27753
 DK6330'OVER INTERSTATE HIGHWAY 394 (NORTHBOUND TRUNK HIGHWAY 100 OFF RAMP FOR
 DK6330'EASTBOUND INTERSTATE HIGHWAY 394 HOV LANE), AT THE JUNCTION OF TRUNK
 DK6330'HIGHWAY 100 AND INTERSTATE HIGHWAY 394, AT INTERSTATE HIGHWAY 394 MILE
 DK6330'POINT 6.05.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DM6037 ***********************************************************************
 DM6037  DESIGNATION -  2735 BQ
 DM6037  PID         -  DM6037
 DM6037  STATE/COUNTY-  MN/HENNEPIN
 DM6037  COUNTRY     -  US
 DM6037  USGS QUAD   -  MINNEAPOLIS NORTH (2019)
 DM6037
 DM6037                         *CURRENT SURVEY CONTROL
 DM6037  ______________________________________________________________________
 DM6037* NAD 83(1986) POSITION- 45 02 05.     (N) 093 20 37.     (W)   SCALED
 DM6037* NAVD 88 ORTHO HEIGHT -   268.790 (meters)      881.86  (feet) ADJUSTED
 DM6037  ______________________________________________________________________
 DM6037  GEOID HEIGHT    -        -27.121 (meters)                     GEOID18
 DM6037  DYNAMIC HEIGHT  -        268.786 (meters)      881.84  (feet) COMP
 DM6037  MODELED GRAVITY -    980,595.6   (mgal)                       NAVD 88
 DM6037
 DM6037  VERT ORDER      -  SECOND    CLASS I
 DM6037
 DM6037.The horizontal coordinates were scaled from a map and have
 DM6037.an estimated accuracy of +/- 6 seconds.
 DM6037
 DM6037.The orthometric height was determined by differential leveling and
 DM6037.adjusted by the NATIONAL GEODETIC SURVEY
 DM6037.in September 2013.
 DM6037
 DM6037.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM6037.GEOID18 height accuracy estimate available here.
 DM6037
 DM6037.Click photographs - Photos may exist for this station.
 DM6037
 DM6037.The dynamic height is computed by dividing the NAVD 88
 DM6037.geopotential number by the normal gravity value computed on the
 DM6037.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM6037.degrees latitude (g = 980.6199 gals.).
 DM6037
 DM6037.The modeled gravity was interpolated from observed gravity values.
 DM6037
 DM6037;                    North         East    Units  Estimated Accuracy
 DM6037;SPC MN S     -   326,290.      851,720.      MT  (+/- 180 meters Scaled)
 DM6037
 DM6037_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK729868(NAD 83)
 DM6037
 DM6037                          SUPERSEDED SURVEY CONTROL
 DM6037
 DM6037.No superseded survey control is available for this station.
 DM6037
 DM6037_MARKER: DD = SURVEY DISK
 DM6037_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DM6037_SP_SET: BRIDGE WALKWAY
 DM6037_STAMPING: 2735 BQ
 DM6037_MARK LOGO: MNDT
 DM6037_MAGNETIC: N = NO MAGNETIC MATERIAL
 DM6037_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DM6037_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DM6037+SATELLITE: SATELLITE OBSERVATIONS - May 28, 2008
 DM6037
 DM6037  HISTORY     - Date     Condition        Report By
 DM6037  HISTORY     - 2002     MONUMENTED       MNDT
 DM6037  HISTORY     - 20080528 GOOD             MNDT
 DM6037
 DM6037                          STATION DESCRIPTION
 DM6037
 DM6037'DESCRIBED BY MN DEPT OF TRANSP 2008 (PJG)
 DM6037'THE STATION IS LOCATED ABOUT 7.3 MI (11.7 KM) WEST-SOUTHWEST OF NEW
 DM6037'BRIGHTON, 6.5 MI (10.5 KM) SOUTH-SOUTHEAST OF OSSEO AND 5.4 MI (8.7
 DM6037'KM) NORTHWEST OF MINNEAPOLIS.
 DM6037'
 DM6037'THE MARK IS IN ROBBINSDALE, IN SOUTHEAST CORNER OF BRIDGE NUMBER
 DM6037'27170, IN BRIDGE WALKWAY, 0.35 MI (0.6 KM) SOUTHEAST ALONG COUNTY ROAD
 DM6037'81 FROM THE JUNCTION OF THRUNK HIGHWAY 100 AND COUNTY ROAD 81, THEN
 DM6037'0.05 MI (0.1 KM) WEST ALONG 42ND AVENUE NORTH ( COUNTY ROAD 8), THEN
 DM6037'0.3 MI (0.5 KM) NORTHWEST ALONG BROADWAY AVENUE.
 DM6037'
 DM6037'IT IS 26.1 FT (8.0 M) NORTHEAST OF BROADWAY AVENUE, 3.9 FT (1.2 M)
 DM6037'SOUTHWEST OF BRIDGE RAIL.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DO4740 ***********************************************************************
 DO4740  DESIGNATION -  2735 BR
 DO4740  PID         -  DO4740
 DO4740  STATE/COUNTY-  MN/HENNEPIN
 DO4740  COUNTRY     -  US
 DO4740  USGS QUAD   -  MINNEAPOLIS SOUTH (2019)
 DO4740
 DO4740                         *CURRENT SURVEY CONTROL
 DO4740  ______________________________________________________________________
 DO4740* NAD 83(2011) POSITION- 44 57 52.79591(N) 093 20 35.95243(W)   ADJUSTED
 DO4740* NAD 83(2011) ELLIP HT-   246.051 (meters)        (01/16/14)   ADJUSTED
 DO4740* NAD 83(2011) EPOCH   -  2010.00
 DO4740* NAVD 88 ORTHO HEIGHT -   273.091 (meters)      895.97  (feet) ADJUSTED
 DO4740  ______________________________________________________________________
 DO4740  GEOID HEIGHT    -        -27.040 (meters)                     GEOID18
 DO4740  NAD 83(2011) X  -   -263,632.673 (meters)                     COMP
 DO4740  NAD 83(2011) Y  - -4,512,846.837 (meters)                     COMP
 DO4740  NAD 83(2011) Z  -  4,484,744.784 (meters)                     COMP
 DO4740  LAPLACE CORR    -         -3.57  (seconds)                    DEFLEC18
 DO4740  DYNAMIC HEIGHT  -        273.084 (meters)      895.94  (feet) COMP
 DO4740  MODELED GRAVITY -    980,586.2   (mgal)                       NAVD 88
 DO4740
 DO4740  VERT ORDER      -  SECOND    CLASS I
 DO4740
 DO4740  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DO4740  Standards:
 DO4740         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DO4740            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DO4740  -------------------------------------------------------------------
 DO4740  NETWORK    0.45   0.65           0.20   0.16   0.33      0.02552196
 DO4740  -------------------------------------------------------------------
 DO4740  Click here for local accuracies and other accuracy information.
 DO4740
 DO4740.The horizontal coordinates were established by GPS observations
 DO4740.and adjusted by the MN DEPT OF TRANSP in January 2014.
 DO4740
 DO4740.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DO4740.been affixed to the stable North American tectonic plate. See 
 DO4740.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DO4740
 DO4740.The horizontal coordinates are valid at the epoch date displayed above
 DO4740.which is a decimal equivalence of Year/Month/Day.
 DO4740
 DO4740.The orthometric height was determined by differential leveling and
 DO4740.adjusted by the NATIONAL GEODETIC SURVEY
 DO4740.in September 2013.
 DO4740
 DO4740.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO4740.GEOID18 height accuracy estimate available here.
 DO4740
 DO4740.Click photographs - Photos may exist for this station.
 DO4740
 DO4740.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DO4740
 DO4740.The Laplace correction was computed from DEFLEC18 derived deflections.
 DO4740
 DO4740.The ellipsoidal height was determined by GPS observations
 DO4740.and is referenced to NAD 83.
 DO4740
 DO4740.The dynamic height is computed by dividing the NAVD 88
 DO4740.geopotential number by the normal gravity value computed on the
 DO4740.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO4740.degrees latitude (g = 980.6199 gals.).
 DO4740
 DO4740.The modeled gravity was interpolated from observed gravity values.
 DO4740
 DO4740. The following values were computed from the NAD 83(2011) position.
 DO4740
 DO4740;                    North         East     Units Scale Factor Converg.
 DO4740;SPC MN S     -   318,508.265   851,806.039   MT  0.99995469   +0 27 37.0
 DO4740;SPC MN S     - 1,044,972.53  2,794,633.65   sFT  0.99995469   +0 27 37.0
 DO4740;UTM  15      - 4,979,082.525   472,924.497   MT  0.99960901   -0 14 33.4
 DO4740
 DO4740!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DO4740!SPC MN S     -   0.99996142  x   0.99995469  =   0.99991612
 DO4740!UTM  15      -   0.99996142  x   0.99960901  =   0.99957045
 DO4740
 DO4740:                Primary Azimuth Mark                     Grid Az
 DO4740:SPC MN S     -  2735 BS                                  354 49 00.9
 DO4740:UTM  15      -  2735 BS                                  355 31 11.3
 DO4740
 DO4740_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK7292479082(NAD 83)
 DO4740
 DO4740|---------------------------------------------------------------------|
 DO4740| PID    Reference Object                     Distance      Geod. Az  |
 DO4740|                                                           dddmmss.s |
 DO4740| DO4741 2735 BS                             APPROX. 1.5 KM 3551637.9 |
 DO4740|---------------------------------------------------------------------|
 DO4740
 DO4740                          SUPERSEDED SURVEY CONTROL
 DO4740
 DO4740.No superseded survey control is available for this station.
 DO4740
 DO4740_MARKER: F = FLANGE-ENCASED ROD
 DO4740_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DO4740_STAMPING: 2735 BR 2012
 DO4740_MARK LOGO: MNDT
 DO4740_PROJECTION: RECESSED 3 CENTIMETERS
 DO4740_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DO4740_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DO4740_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DO4740+SATELLITE: SATELLITE OBSERVATIONS - July 29, 2014
 DO4740_ROD/PIPE-DEPTH: 4.0 meters
 DO4740
 DO4740  HISTORY     - Date     Condition        Report By
 DO4740  HISTORY     - 20120401 MONUMENTED       MNDT
 DO4740  HISTORY     - 20120531 GOOD             MNDT
 DO4740  HISTORY     - 20140603 GOOD             MNDT
 DO4740  HISTORY     - 20140729 GOOD             MNDT
 DO4740
 DO4740                          STATION DESCRIPTION
 DO4740
 DO4740'DESCRIBED BY MN DEPT OF TRANSP 2012 (MJP)
 DO4740'THE STATION IS LOCATED ABOUT 14.2 KM (8.8 MI) NORTH-NORTHWEST OF
 DO4740'BLOOMINGTON, 10.4 KM (6.5 MI) EAST-NORTHEAST OF HOPKINS AND 6.5 KM
 DO4740'(4.0 MI) WEST-SOUTHWEST OF MINNEAPOLIS.
 DO4740'
 DO4740'IN SAINT LOUIS PARK, 1.65 MI (2.7 KM) NORTH ALONG TRUNK HIGHWAY 100
 DO4740'FROM THE JUNCTION OF TRUNK HIGHWAY 100 AND TRUNK HIGHWAY 7 IN SAINT
 DO4740'LOUIS PARK, AT TRUNK HIGHWAY 100 MILE POINT 7.30.
 DO4740'
 DO4740'THE STATION IS LOCATED 24.9 FT (7.6 M) EAST OF NORTHBOUND TRUNK
 DO4740'HIGHWAY 100 FOG LINE, 17.4 FT (5.3 M) WEST OF RAMP FROM NORTHBOUND
 DO4740'TRUNK HIGHWAY 100 TO INTERSTATE HIGHWAY 394 EAST AND HOV LANE EAST AND
 DO4740'1.5 FT (0.5 M) NORTH OF A WITNESS POST.
 DO4740
 DO4740                          STATION RECOVERY (2012)
 DO4740
 DO4740'RECOVERY NOTE BY MN DEPT OF TRANSP 2012 (SXH)
 DO4740'IN SAINT LOUIS PARK, 1.65 MILES NORTH ALONG TRUNK HIGHWAY 100 FROM
 DO4740'JUNCTION OF TRUNK HIGHWAY 100 AND TRUNK HIGHWAY 7 IN SAINT LOUIS PARK,
 DO4740'AT TRUNK HIGHWAY 100 MILEPOINT 7.30, 24.9 FEET EAST OF NORTHBOUND
 DO4740'TRUNK HIGHWAY 100 FOG LINE, 17.4 FEET WEST OF RAMP FROM NORTHBOUND
 DO4740'TRUNK HIGHWAY 100 TO INTERSTATE HIGHWAY 394 EAST AND HOV LANE EAST,
 DO4740'1.5 FEET NORTH OF WITNESS POST.
 DO4740
 DO4740                          STATION RECOVERY (2014)
 DO4740
 DO4740'RECOVERY NOTE BY MN DEPT OF TRANSP 2014 (MAS)
 DO4740'RECOVERED AS DESCRIBED.
 DO4740'
 DO4740'NOTE - THE STATION MARK CONSISTS OF A 3/4 INCH (19 MM) DIAMETER
 DO4740'ALUMINUM ROD DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL MARK
 DO4740'REMOVABLE DISK SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY
 DO4740'A SIX-INCH PVC PIPE BACKFILLED WITH WASHED SAND.
 DO4740
 DO4740                          STATION RECOVERY (2014)
 DO4740
 DO4740'RECOVERY NOTE BY MN DEPT OF TRANSP 2014 (LXK)
 DO4740'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DO4741 ***********************************************************************
 DO4741  DESIGNATION -  2735 BS
 DO4741  PID         -  DO4741
 DO4741  STATE/COUNTY-  MN/HENNEPIN
 DO4741  COUNTRY     -  US
 DO4741  USGS QUAD   -  MINNEAPOLIS SOUTH (2019)
 DO4741
 DO4741                         *CURRENT SURVEY CONTROL
 DO4741  ______________________________________________________________________
 DO4741* NAD 83(2011) POSITION- 44 58 40.93141(N) 093 20 41.55534(W)   ADJUSTED
 DO4741* NAD 83(2011) ELLIP HT-   233.425 (meters)        (01/16/14)   ADJUSTED
 DO4741* NAD 83(2011) EPOCH   -  2010.00
 DO4741* NAVD 88 ORTHO HEIGHT -   260.473 (meters)      854.57  (feet) ADJUSTED
 DO4741  ______________________________________________________________________
 DO4741  GEOID HEIGHT    -        -27.045 (meters)                     GEOID18
 DO4741  NAD 83(2011) X  -   -263,693.460 (meters)                     COMP
 DO4741  NAD 83(2011) Y  - -4,511,782.319 (meters)                     COMP
 DO4741  NAD 83(2011) Z  -  4,485,787.138 (meters)                     COMP
 DO4741  LAPLACE CORR    -         -3.51  (seconds)                    DEFLEC18
 DO4741  DYNAMIC HEIGHT  -        260.467 (meters)      854.55  (feet) COMP
 DO4741  MODELED GRAVITY -    980,588.9   (mgal)                       NAVD 88
 DO4741
 DO4741  VERT ORDER      -  SECOND    CLASS I
 DO4741
 DO4741  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DO4741  Standards:
 DO4741         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DO4741            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DO4741  -------------------------------------------------------------------
 DO4741  NETWORK    0.49   0.74           0.22   0.17   0.38      0.07240377
 DO4741  -------------------------------------------------------------------
 DO4741  Click here for local accuracies and other accuracy information.
 DO4741
 DO4741.The horizontal coordinates were established by GPS observations
 DO4741.and adjusted by the MN DEPT OF TRANSP in January 2014.
 DO4741
 DO4741.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DO4741.been affixed to the stable North American tectonic plate. See 
 DO4741.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DO4741
 DO4741.The horizontal coordinates are valid at the epoch date displayed above
 DO4741.which is a decimal equivalence of Year/Month/Day.
 DO4741
 DO4741.The orthometric height was determined by differential leveling and
 DO4741.adjusted by the NATIONAL GEODETIC SURVEY
 DO4741.in September 2013.
 DO4741
 DO4741.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO4741.GEOID18 height accuracy estimate available here.
 DO4741
 DO4741.Click photographs - Photos may exist for this station.
 DO4741
 DO4741.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DO4741
 DO4741.The Laplace correction was computed from DEFLEC18 derived deflections.
 DO4741
 DO4741.The ellipsoidal height was determined by GPS observations
 DO4741.and is referenced to NAD 83.
 DO4741
 DO4741.The dynamic height is computed by dividing the NAVD 88
 DO4741.geopotential number by the normal gravity value computed on the
 DO4741.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO4741.degrees latitude (g = 980.6199 gals.).
 DO4741
 DO4741.The modeled gravity was interpolated from observed gravity values.
 DO4741
 DO4741. The following values were computed from the NAD 83(2011) position.
 DO4741
 DO4741;                    North         East     Units Scale Factor Converg.
 DO4741;SPC MN S     -   319,993.099   851,671.351   MT  0.99995660   +0 27 33.1
 DO4741;SPC MN S     - 1,049,844.03  2,794,191.76   sFT  0.99995660   +0 27 33.1
 DO4741;UTM  15      - 4,980,568.384   472,808.075   MT  0.99960909   -0 14 37.6
 DO4741
 DO4741!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DO4741!SPC MN S     -   0.99996340  x   0.99995660  =   0.99992000
 DO4741!UTM  15      -   0.99996340  x   0.99960909  =   0.99957251
 DO4741
 DO4741:                Primary Azimuth Mark                     Grid Az
 DO4741:SPC MN S     -  2735 BT                                  341 34 16.5
 DO4741:UTM  15      -  2735 BT                                  342 16 27.2
 DO4741
 DO4741_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK7280880568(NAD 83)
 DO4741
 DO4741|---------------------------------------------------------------------|
 DO4741| PID    Reference Object                     Distance      Geod. Az  |
 DO4741|                                                           dddmmss.s |
 DO4741| DO4743 2735 BT                             APPROX. 1.1 KM 3420149.6 |
 DO4741|---------------------------------------------------------------------|
 DO4741
 DO4741                          SUPERSEDED SURVEY CONTROL
 DO4741
 DO4741.No superseded survey control is available for this station.
 DO4741
 DO4741_MARKER: I = METAL ROD
 DO4741_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DO4741_STAMPING: 2735 BS 2012
 DO4741_MARK LOGO: MNDT
 DO4741_PROJECTION: RECESSED 3 CENTIMETERS
 DO4741_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DO4741_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DO4741_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DO4741+SATELLITE: SATELLITE OBSERVATIONS - July 29, 2014
 DO4741_ROD/PIPE-DEPTH: 7.0 meters
 DO4741
 DO4741  HISTORY     - Date     Condition        Report By
 DO4741  HISTORY     - 20120401 MONUMENTED       MNDT
 DO4741  HISTORY     - 20130808 GOOD             MNDT
 DO4741  HISTORY     - 20130808 GOOD             MNDT
 DO4741  HISTORY     - 20140729 GOOD             MNDT
 DO4741
 DO4741                          STATION DESCRIPTION
 DO4741
 DO4741'DESCRIBED BY MN DEPT OF TRANSP 2012 (MJP)
 DO4741'THE STATION IS LOCATED ABOUT 14.9 KM (9.3 MI) SOUTHWEST OF NEW
 DO4741'BRIGHTON, 11.0 KM (6.8 MI) EAST-NORTHEAST OF HOPKINS AND 6.4 KM (4.0
 DO4741'MI) WEST OF MINNEAPOLIS.
 DO4741'
 DO4741'IN GOLDEN VALLEY, 0.55 MI (0.9 KM) NORTH ALONG TRUNK HIGHWAY 100 FROM
 DO4741'THE JUNCTION OF TRUNK HIGHWAY 100 AND INTERSTATE HIGHWAY 394 IN GOLDEN
 DO4741'VALLEY, AT TRUNK HIGHWAY 100 MILE POINT 8.35.
 DO4741'
 DO4741'THE STATION IS LOCATED 112.1 FT (34.2 M) SOUTH-SOUTHWEST OF RAMP FROM
 DO4741'COUNTY ROAD 40 (GLENWOOD AVENUE) TO NORTHBOUND TRUNK HIGHWAY 100, 40.4
 DO4741'FT (12.3 M) SOUTHEAST OF LIGHT POLE NUMBER H4 3, 31.7 FT (9.7 M)
 DO4741'NORTHEAST OF NORTHBOUND TRUNK HIGHWAY 100 AND 1.5 FT (0.5 M) SOUTHWEST
 DO4741'OF A WITNESS POST.
 DO4741
 DO4741                          STATION RECOVERY (2013)
 DO4741
 DO4741'RECOVERY NOTE BY MN DEPT OF TRANSP 2013 (TXM)
 DO4741'IN GOLDEN VALLEY, 0.55 MILE NORTH ALONG TRUNK HIGHWAY 100 FROM
 DO4741'JUNCTION OF TRUNK HIGHWAY 100 AND INTERSTATE HIGHWAY 394 IN GOLDEN
 DO4741'VALLEY, AT TRUNK HIGHWAY 100 MILEPOINT 8.35, 112.1 FEET
 DO4741'SOUTH-SOUTHWEST OF RAMP FROM COUNTY ROAD 40 (GLENWOOD AVENUE) TO
 DO4741'NORTHBOUND TRUNK HIGHWAY 100, 40.4 FEET SOUTHEAST OF LIGHT POLE NUMBER
 DO4741'H4 3, 31.7 FEET NORTHEAST OF NORTHBOUND TRUNK HIGHWAY 100, 1.5 FEET
 DO4741'SOUTHWEST OF WITNESS POST.
 DO4741
 DO4741                          STATION RECOVERY (2013)
 DO4741
 DO4741'RECOVERY NOTE BY MN DEPT OF TRANSP 2013 (MAS)
 DO4741'IN GOLDEN VALLEY, 0.55 MILE NORTH ALONG TRUNK HIGHWAY 100 FROM
 DO4741'JUNCTION OF TRUNK HIGHWAY 100 AND INTERSTATE HIGHWAY 394 IN GOLDEN
 DO4741'VALLEY, AT TRUNK HIGHWAY 100 MILEPOINT 8.35, 112.1 FEET
 DO4741'SOUTH-SOUTHWEST OF RAMP FROM COUNTY ROAD 40/ GLENWOOD AVENUE TO
 DO4741'NORTHBOUND TRUNK HIGHWAY 100, 40.4 FEET SOUTHEAST OF LIGHT POLE NUMBER
 DO4741'H4 3, 31.7 FEET NORTHEAST OF NORTHBOUND TRUNK HIGHWAY 100, 1.5 FEET
 DO4741'SOUTHWEST OF WITNESS POST.
 DO4741
 DO4741                          STATION RECOVERY (2014)
 DO4741
 DO4741'RECOVERY NOTE BY MN DEPT OF TRANSP 2014 (LXK)
 DO4741'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DO4743 ***********************************************************************
 DO4743  DESIGNATION -  2735 BT
 DO4743  PID         -  DO4743
 DO4743  STATE/COUNTY-  MN/HENNEPIN
 DO4743  COUNTRY     -  US
 DO4743  USGS QUAD   -  MINNEAPOLIS SOUTH (2019)
 DO4743
 DO4743                         *CURRENT SURVEY CONTROL
 DO4743  ______________________________________________________________________
 DO4743* NAD 83(2011) POSITION- 44 59 14.03881(N) 093 20 56.68660(W)   ADJUSTED
 DO4743* NAD 83(2011) ELLIP HT-   247.026 (meters)        (01/16/14)   ADJUSTED
 DO4743* NAD 83(2011) EPOCH   -  2010.00
 DO4743* NAVD 88 ORTHO HEIGHT -   274.070 (meters)      899.18  (feet) ADJUSTED
 DO4743  ______________________________________________________________________
 DO4743  GEOID HEIGHT    -        -27.046 (meters)                     GEOID18
 DO4743  NAD 83(2011) X  -   -263,982.792 (meters)                     COMP
 DO4743  NAD 83(2011) Y  - -4,511,051.315 (meters)                     COMP
 DO4743  NAD 83(2011) Z  -  4,486,519.676 (meters)                     COMP
 DO4743  LAPLACE CORR    -         -3.36  (seconds)                    DEFLEC18
 DO4743  DYNAMIC HEIGHT  -        274.065 (meters)      899.16  (feet) COMP
 DO4743  MODELED GRAVITY -    980,590.8   (mgal)                       NAVD 88
 DO4743
 DO4743  VERT ORDER      -  SECOND    CLASS I
 DO4743
 DO4743  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DO4743  Standards:
 DO4743         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DO4743            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DO4743  -------------------------------------------------------------------
 DO4743  NETWORK    0.58   0.92           0.26   0.21   0.47      0.14832175
 DO4743  -------------------------------------------------------------------
 DO4743  Click here for local accuracies and other accuracy information.
 DO4743
 DO4743.The horizontal coordinates were established by GPS observations
 DO4743.and adjusted by the MN DEPT OF TRANSP in January 2014.
 DO4743
 DO4743.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DO4743.been affixed to the stable North American tectonic plate. See 
 DO4743.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DO4743
 DO4743.The horizontal coordinates are valid at the epoch date displayed above
 DO4743.which is a decimal equivalence of Year/Month/Day.
 DO4743
 DO4743.The orthometric height was determined by differential leveling and
 DO4743.adjusted by the NATIONAL GEODETIC SURVEY
 DO4743.in September 2013.
 DO4743
 DO4743.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO4743.GEOID18 height accuracy estimate available here.
 DO4743
 DO4743.Click photographs - Photos may exist for this station.
 DO4743
 DO4743.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DO4743
 DO4743.The Laplace correction was computed from DEFLEC18 derived deflections.
 DO4743
 DO4743.The ellipsoidal height was determined by GPS observations
 DO4743.and is referenced to NAD 83.
 DO4743
 DO4743.The dynamic height is computed by dividing the NAVD 88
 DO4743.geopotential number by the normal gravity value computed on the
 DO4743.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO4743.degrees latitude (g = 980.6199 gals.).
 DO4743
 DO4743.The modeled gravity was interpolated from observed gravity values.
 DO4743
 DO4743. The following values were computed from the NAD 83(2011) position.
 DO4743
 DO4743;                    North         East     Units Scale Factor Converg.
 DO4743;SPC MN S     -   321,012.395   851,331.708   MT  0.99995795   +0 27 22.5
 DO4743;SPC MN S     - 1,053,188.17  2,793,077.45   sFT  0.99995795   +0 27 22.5
 DO4743;UTM  15      - 4,981,591.415   472,481.077   MT  0.99960931   -0 14 48.4
 DO4743
 DO4743!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DO4743!SPC MN S     -   0.99996127  x   0.99995795  =   0.99991922
 DO4743!UTM  15      -   0.99996127  x   0.99960931  =   0.99957060
 DO4743
 DO4743:                Primary Azimuth Mark                     Grid Az
 DO4743:SPC MN S     -  2735 BU                                  359 35 44.8
 DO4743:UTM  15      -  2735 BU                                  000 17 55.7
 DO4743
 DO4743_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK7248181591(NAD 83)
 DO4743
 DO4743|---------------------------------------------------------------------|
 DO4743| PID    Reference Object                     Distance      Geod. Az  |
 DO4743|                                                           dddmmss.s |
 DO4743| DO4744 2735 BU                             APPROX. 1.2 KM 0000307.3 |
 DO4743|---------------------------------------------------------------------|
 DO4743
 DO4743                          SUPERSEDED SURVEY CONTROL
 DO4743
 DO4743.No superseded survey control is available for this station.
 DO4743
 DO4743_MARKER: I = METAL ROD
 DO4743_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DO4743_STAMPING: 2735 BT 2012
 DO4743_MARK LOGO: MNDT
 DO4743_PROJECTION: RECESSED 3 CENTIMETERS
 DO4743_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DO4743_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DO4743_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DO4743+SATELLITE: SATELLITE OBSERVATIONS - June 03, 2014
 DO4743_ROD/PIPE-DEPTH: 12.2 meters
 DO4743
 DO4743  HISTORY     - Date     Condition        Report By
 DO4743  HISTORY     - 20120401 MONUMENTED       MNDT
 DO4743  HISTORY     - 20130808 GOOD             MNDT
 DO4743  HISTORY     - 20130808 GOOD             MNDT
 DO4743  HISTORY     - 20140603 GOOD             MNDT
 DO4743
 DO4743                          STATION DESCRIPTION
 DO4743
 DO4743'DESCRIBED BY MN DEPT OF TRANSP 2012 (MJP)
 DO4743'THE STATION IS LOCATED ABOUT 14.5 KM (9.0 MI) SOUTHWEST OF NEW
 DO4743'BRIGHTON, 11.3 KM (7.0 MI) NORTHEAST OF HOPKINS AND 6.8 KM (4.2 MI)
 DO4743'WEST OF MINNEAPOLIS.
 DO4743'
 DO4743'IN GOLDEN VALLEY, 0.20 MI (0.3 KM) NORTH ALONG TRUNK HIGHWAY 100 FROM
 DO4743'THE JUNCTION OF TRUNK HIGHWAY 100 AND TRUNK HIGHWAY 55 IN GOLDEN
 DO4743'VALLEY, AT TRUNK HIGHWAY 100 MILE POINT 9.1.
 DO4743'
 DO4743'THE STATION IS LOCATED 26.3 FT (8.0 M) EAST OF NORTHBOUND TRUNK
 DO4743'HIGHWAY 100 FOG LINE, 25.0 FT (7.6 M) WEST OF RAMP FROM WESTBOUND
 DO4743'TRUNK HIGHWAY 55 TO NORTHBOUND TRUNK HIGHWAY 100 AND 1.5 FT (0.5 M)
 DO4743'NORTH OF A WITNESS POST.
 DO4743
 DO4743                          STATION RECOVERY (2013)
 DO4743
 DO4743'RECOVERY NOTE BY MN DEPT OF TRANSP 2013 (TXR)
 DO4743'IN GOLDEN VALLEY, 0.20 MILE NORTH ALONG TRUNK HIGHWAY 100 FROM
 DO4743'JUNCTION OF TRUNK HIGHWAY 100 AND TRUNK HIGHWAY 55 IN GOLDEN VALLEY,
 DO4743'AT TRUNK HIGHWAY 100 MILEPOINT 9.1, 26.3 FEET EAST OF NORTHBOUND TRUNK
 DO4743'HIGHWAY 100 FOG LINE, 25.0 FEET WEST OF RAMP FROM WESTBOUND TRUNK
 DO4743'HIGHWAY 55 TO NORTHBOUND TRUNK HIGHWAY 100, 1.5 FEET NORTH OF WITNESS
 DO4743'POST.
 DO4743
 DO4743                          STATION RECOVERY (2013)
 DO4743
 DO4743'RECOVERY NOTE BY MN DEPT OF TRANSP 2013 (MAS)
 DO4743'IN GOLDEN VALLEY, 0.20 MILE NORTH ALONG TRUNK HIGHWAY 100 FROM
 DO4743'JUNCTION OF TRUNK HIGHWAY 100 AND TRUNK HIGHWAY 55 IN GOLDEN VALLEY,
 DO4743'AT TRUNK HIGHWAY 100 MILEPOINT 9.1, 26.3 FEET EAST OF NORTHBOUND TRUNK
 DO4743'HIGHWAY 100 FOG LINE, 25.0 FEET WEST OF RAMP FROM WESTBOUND TRUNK
 DO4743'HIGHWAY 55 TO NORTHBOUND TRUNK HIGHWAY 100, 1.5 FEET NORTH OF WITNESS
 DO4743'POST.
 DO4743
 DO4743                          STATION RECOVERY (2014)
 DO4743
 DO4743'RECOVERY NOTE BY MN DEPT OF TRANSP 2014 (MAS)
 DO4743'IN GOLDEN VALLEY, 0.20 MI (0.3 KM) NORTH ALONG TRUNK HIGHWAY 100  FROM
 DO4743'THE JUNCTION OF TRUNK HIGHWAY 100 AND TRUNK HIGHWAY 55 IN GOLDEN
 DO4743'VALLEY, AT TRUNK HIGHWAY 100 MILE POINT 9.1, 26.3 FT (8.0 M) EAST OF
 DO4743'NORTHBOUND TRUNK HIGHWAY 100 FOG LINE, 25.0 FT (7.6 M) WEST OF RAMP
 DO4743'FROM WESTBOUND TRUNK HIGHWAY 55 TO NORTHBOUND TRUNK HIGHWAY 100, 1.5
 DO4743'FT (0.5 M) NORTH OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DO4744 ***********************************************************************
 DO4744  DESIGNATION -  2735 BU
 DO4744  PID         -  DO4744
 DO4744  STATE/COUNTY-  MN/HENNEPIN
 DO4744  COUNTRY     -  US
 DO4744  USGS QUAD   -  MINNEAPOLIS SOUTH (2019)
 DO4744
 DO4744                         *CURRENT SURVEY CONTROL
 DO4744  ______________________________________________________________________
 DO4744* NAD 83(2011) POSITION- 44 59 52.27188(N) 093 20 56.63768(W)   ADJUSTED
 DO4744* NAD 83(2011) ELLIP HT-   243.016 (meters)        (01/16/14)   ADJUSTED
 DO4744* NAD 83(2011) EPOCH   -  2010.00
 DO4744* NAVD 88 ORTHO HEIGHT -   270.067 (meters)      886.04  (feet) ADJUSTED
 DO4744  ______________________________________________________________________
 DO4744  GEOID HEIGHT    -        -27.056 (meters)                     GEOID18
 DO4744  NAD 83(2011) X  -   -263,932.806 (meters)                     COMP
 DO4744  NAD 83(2011) Y  - -4,510,215.485 (meters)                     COMP
 DO4744  NAD 83(2011) Z  -  4,487,351.545 (meters)                     COMP
 DO4744  LAPLACE CORR    -         -3.02  (seconds)                    DEFLEC18
 DO4744  DYNAMIC HEIGHT  -        270.063 (meters)      886.03  (feet) COMP
 DO4744  MODELED GRAVITY -    980,592.4   (mgal)                       NAVD 88
 DO4744
 DO4744  VERT ORDER      -  SECOND    CLASS I
 DO4744
 DO4744  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DO4744  Standards:
 DO4744         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DO4744            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DO4744  -------------------------------------------------------------------
 DO4744  NETWORK    0.56   1.04           0.25   0.20   0.53      0.16104402
 DO4744  -------------------------------------------------------------------
 DO4744  Click here for local accuracies and other accuracy information.
 DO4744
 DO4744.The horizontal coordinates were established by GPS observations
 DO4744.and adjusted by the MN DEPT OF TRANSP in January 2014.
 DO4744
 DO4744.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DO4744.been affixed to the stable North American tectonic plate. See 
 DO4744.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DO4744
 DO4744.The horizontal coordinates are valid at the epoch date displayed above
 DO4744.which is a decimal equivalence of Year/Month/Day.
 DO4744
 DO4744.The orthometric height was determined by differential leveling and
 DO4744.adjusted by the NATIONAL GEODETIC SURVEY
 DO4744.in September 2013.
 DO4744
 DO4744.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO4744.GEOID18 height accuracy estimate available here.
 DO4744
 DO4744.Click photographs - Photos may exist for this station.
 DO4744
 DO4744.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DO4744
 DO4744.The Laplace correction was computed from DEFLEC18 derived deflections.
 DO4744
 DO4744.The ellipsoidal height was determined by GPS observations
 DO4744.and is referenced to NAD 83.
 DO4744
 DO4744.The dynamic height is computed by dividing the NAVD 88
 DO4744.geopotential number by the normal gravity value computed on the
 DO4744.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO4744.degrees latitude (g = 980.6199 gals.).
 DO4744
 DO4744.The modeled gravity was interpolated from observed gravity values.
 DO4744
 DO4744. The following values were computed from the NAD 83(2011) position.
 DO4744
 DO4744;                    North         East     Units Scale Factor Converg.
 DO4744;SPC MN S     -   322,192.568   851,323.382   MT  0.99995954   +0 27 22.5
 DO4744;SPC MN S     - 1,057,060.12  2,793,050.13   sFT  0.99995954   +0 27 22.5
 DO4744;UTM  15      - 4,982,771.189   472,487.230   MT  0.99960931   -0 14 48.5
 DO4744
 DO4744!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DO4744!SPC MN S     -   0.99996190  x   0.99995954  =   0.99992144
 DO4744!UTM  15      -   0.99996190  x   0.99960931  =   0.99957122
 DO4744
 DO4744:                Primary Azimuth Mark                     Grid Az
 DO4744:SPC MN S     -  2735 BT                                  179 35 44.8
 DO4744:UTM  15      -  2735 BT                                  180 17 55.8
 DO4744
 DO4744_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK7248782771(NAD 83)
 DO4744
 DO4744|---------------------------------------------------------------------|
 DO4744| PID    Reference Object                     Distance      Geod. Az  |
 DO4744|                                                           dddmmss.s |
 DO4744| DO4743 2735 BT                             APPROX. 1.2 KM 1800307.3 |
 DO4744|---------------------------------------------------------------------|
 DO4744
 DO4744                          SUPERSEDED SURVEY CONTROL
 DO4744
 DO4744.No superseded survey control is available for this station.
 DO4744
 DO4744_MARKER: I = METAL ROD
 DO4744_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DO4744_STAMPING: 2735 BU 2012
 DO4744_MARK LOGO: MNDT
 DO4744_PROJECTION: RECESSED 5 CENTIMETERS
 DO4744_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DO4744_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DO4744_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DO4744+SATELLITE: SATELLITE OBSERVATIONS - August 08, 2013
 DO4744_ROD/PIPE-DEPTH: 3.7 meters
 DO4744
 DO4744  HISTORY     - Date     Condition        Report By
 DO4744  HISTORY     - 20120401 MONUMENTED       MNDT
 DO4744  HISTORY     - 20130808 GOOD             MNDT
 DO4744  HISTORY     - 20130808 GOOD             MNDT
 DO4744
 DO4744                          STATION DESCRIPTION
 DO4744
 DO4744'DESCRIBED BY MN DEPT OF TRANSP 2012 (MJP)
 DO4744'THE STATION IS LOCATED ABOUT 13.8 KM (8.6 MI) WEST-SOUTHWEST OF NEW
 DO4744'BRIGHTON, 12.1 KM (7.5 MI) NORTHEAST OF HOPKINS AND 7.0 KM (4.4 MI)
 DO4744'WEST-NORTHWEST OF MINNEAPOLIS.
 DO4744'
 DO4744'IN GOLDEN VALLEY, 0.95 MI (1.5 KM) NORTH ALONG TRUNK HIGHWAY 100 FROM
 DO4744'THE JUNCTION OF TRUNK HIGHWAY 100 AND TRUNK HIGHWAY 55 IN GOLDEN
 DO4744'VALLEY, AT TRUNK HIGHWAY 100 MILE POINT 9.85.
 DO4744'
 DO4744'THE STATION IS LOCATED 43.5 FT (13.3 M) WEST OF RAMP FROM NORTHBOUND
 DO4744'TRUNK HIGHWAY 100 TO DULUTH STREET (COUNTY ROAD 66), 35.1 FT (10.7 M)
 DO4744'SOUTHEAST OF SOUTH END OF GUARD RAIL, 31.9 FT (9.7 M) EAST OF
 DO4744'NORTHBOUND TRUNK HIGHWAY 100 AND 1.5 FT (0.5 M) WEST OF A WITNESS
 DO4744'POST.
 DO4744
 DO4744                          STATION RECOVERY (2013)
 DO4744
 DO4744'RECOVERY NOTE BY MN DEPT OF TRANSP 2013 (AXD)
 DO4744'IN GOLDEN VALLEY, 0.95 MILE NORTH ALONG TRUNK HIGHWAY 100 FROM
 DO4744'JUNCTION OF TRUNK HIGHWAY 100 AND TRUNK HIGHWAY 55 IN GOLDEN VALLEY,
 DO4744'AT TRUNK HIGHWAY 100 MILEPOINT 9.85, 43.5 FEET WEST OF RAMP FROM
 DO4744'NORTHBOUND TRUNK HIGHWAY 100 TO DULUTH STREET (COUNTY ROAD 66), 35.1
 DO4744'FEET SOUTHEAST OF SOUTH END OF GUARD RAIL, 30.5 FEET EAST OF
 DO4744'NORTHBOUND TRUNK HIGHWAY 100 FOG LINE, 1.5 FEET WEST OF WITNESS POST.
 DO4744
 DO4744                          STATION RECOVERY (2013)
 DO4744
 DO4744'RECOVERY NOTE BY MN DEPT OF TRANSP 2013 (MAS)
 DO4744'IN GOLDEN VALLEY, 0.95 MILE NORTH ALONG TRUNK HIGHWAY 100 FROM
 DO4744'JUNCTION OF TRUNK HIGHWAY 100 AND TRUNK HIGHWAY 55 IN GOLDEN VALLEY,
 DO4744'AT TRUNK HIGHWAY 100 MILEPOINT 9.85, 43.5 FEET WEST OF RAMP FROM
 DO4744'NORTHBOUND TRUNK HIGHWAY 100 TO DULUTH STREET/ COUNTY ROAD 66, 35.1
 DO4744'FEET SOUTHEAST OF SOUTH END OF GUARD RAIL, 30.5 FEET EAST OF
 DO4744'NORTHBOUND TRUNK HIGHWAY 100 FOG LINE, 1.5 FEET WEST OF WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DO4739 ***********************************************************************
 DO4739  DESIGNATION -  2735 BV
 DO4739  PID         -  DO4739
 DO4739  STATE/COUNTY-  MN/HENNEPIN
 DO4739  COUNTRY     -  US
 DO4739  USGS QUAD   -  MINNEAPOLIS SOUTH (2019)
 DO4739
 DO4739                         *CURRENT SURVEY CONTROL
 DO4739  ______________________________________________________________________
 DO4739* NAD 83(2011) POSITION- 44 57 02.71555(N) 093 20 50.16891(W)   ADJUSTED
 DO4739* NAD 83(2011) ELLIP HT-   247.111 (meters)        (01/16/14)   ADJUSTED
 DO4739* NAD 83(2011) EPOCH   -  2010.00
 DO4739* NAVD 88 ORTHO HEIGHT -   274.133 (meters)      899.38  (feet) ADJUSTED
 DO4739  ______________________________________________________________________
 DO4739  GEOID HEIGHT    -        -27.028 (meters)                     GEOID18
 DO4739  NAD 83(2011) X  -   -264,007.539 (meters)                     COMP
 DO4739  NAD 83(2011) Y  - -4,513,919.939 (meters)                     COMP
 DO4739  NAD 83(2011) Z  -  4,483,651.521 (meters)                     COMP
 DO4739  LAPLACE CORR    -         -3.76  (seconds)                    DEFLEC18
 DO4739  DYNAMIC HEIGHT  -        274.126 (meters)      899.36  (feet) COMP
 DO4739  MODELED GRAVITY -    980,583.7   (mgal)                       NAVD 88
 DO4739
 DO4739  VERT ORDER      -  SECOND    CLASS I
 DO4739
 DO4739  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DO4739  Standards:
 DO4739         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DO4739            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DO4739  -------------------------------------------------------------------
 DO4739  NETWORK    0.48   0.63           0.21   0.18   0.32      0.06464999
 DO4739  -------------------------------------------------------------------
 DO4739  Click here for local accuracies and other accuracy information.
 DO4739
 DO4739.The horizontal coordinates were established by GPS observations
 DO4739.and adjusted by the MN DEPT OF TRANSP in January 2014.
 DO4739
 DO4739.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DO4739.been affixed to the stable North American tectonic plate. See 
 DO4739.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DO4739
 DO4739.The horizontal coordinates are valid at the epoch date displayed above
 DO4739.which is a decimal equivalence of Year/Month/Day.
 DO4739
 DO4739.The orthometric height was determined by differential leveling and
 DO4739.adjusted by the NATIONAL GEODETIC SURVEY
 DO4739.in September 2013.
 DO4739
 DO4739.No vertical observational check was made to the station.
 DO4739
 DO4739.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO4739.GEOID18 height accuracy estimate available here.
 DO4739
 DO4739.Click photographs - Photos may exist for this station.
 DO4739
 DO4739.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DO4739
 DO4739.The Laplace correction was computed from DEFLEC18 derived deflections.
 DO4739
 DO4739.The ellipsoidal height was determined by GPS observations
 DO4739.and is referenced to NAD 83.
 DO4739
 DO4739.The dynamic height is computed by dividing the NAVD 88
 DO4739.geopotential number by the normal gravity value computed on the
 DO4739.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO4739.degrees latitude (g = 980.6199 gals.).
 DO4739
 DO4739.The modeled gravity was interpolated from observed gravity values.
 DO4739
 DO4739. The following values were computed from the NAD 83(2011) position.
 DO4739
 DO4739;                    North         East     Units Scale Factor Converg.
 DO4739;SPC MN S     -   316,959.925   851,506.848   MT  0.99995276   +0 27 27.1
 DO4739;SPC MN S     - 1,039,892.69  2,793,652.05   sFT  0.99995276   +0 27 27.1
 DO4739;UTM  15      - 4,977,538.504   472,606.444   MT  0.99960923   -0 14 43.2
 DO4739
 DO4739!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DO4739!SPC MN S     -   0.99996126  x   0.99995276  =   0.99991402
 DO4739!UTM  15      -   0.99996126  x   0.99960923  =   0.99957050
 DO4739
 DO4739:                Primary Azimuth Mark                     Grid Az
 DO4739:SPC MN S     -  PED                                      355 48 51.1
 DO4739:UTM  15      -  PED                                      356 31 01.4
 DO4739
 DO4739_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK7260677538(NAD 83)
 DO4739
 DO4739|---------------------------------------------------------------------|
 DO4739| PID    Reference Object                     Distance      Geod. Az  |
 DO4739|                                                           dddmmss.s |
 DO4739| AE8909 PED                                 APPROX. 0.5 KM 3561618.2 |
 DO4739|---------------------------------------------------------------------|
 DO4739
 DO4739                          SUPERSEDED SURVEY CONTROL
 DO4739
 DO4739.No superseded survey control is available for this station.
 DO4739
 DO4739_MARKER: I = METAL ROD
 DO4739_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DO4739_STAMPING: 2735 BV 2012
 DO4739_MARK LOGO: MNDT
 DO4739_PROJECTION: RECESSED 3 CENTIMETERS
 DO4739_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DO4739_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DO4739_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DO4739+SATELLITE: SATELLITE OBSERVATIONS - April 07, 2020
 DO4739_ROD/PIPE-DEPTH: 15.2 meters
 DO4739
 DO4739  HISTORY     - Date     Condition        Report By
 DO4739  HISTORY     - 20120401 MONUMENTED       MNDT
 DO4739  HISTORY     - 20130819 GOOD             MNDT
 DO4739  HISTORY     - 20140603 GOOD             MNDT
 DO4739  HISTORY     - 20200407 GOOD             MNDT
 DO4739
 DO4739                          STATION DESCRIPTION
 DO4739
 DO4739'DESCRIBED BY MN DEPT OF TRANSP 2012 (MJP)
 DO4739'THE STATION IS LOCATED ABOUT 12.8 KM (8.0 MI) NORTH-NORTHWEST OF
 DO4739'BLOOMINGTON, 9.5 KM (5.9 MI) EAST-NORTHEAST OF HOPKINS AND 7.4 KM (4.6
 DO4739'MI) WEST-SOUTHWEST OF MINNEAPOLIS.
 DO4739'
 DO4739'IN SAINT LOUIS PARK, 0.70 MI (1.1 KM) NORTH ALONG TRUNK HIGHWAY 100
 DO4739'FROM THE JUNCTION OF TRUNK HIGHWAY 100 AND TRUNK HIGHWAY 7 IN SAINT
 DO4739'LOUIS PARK, AT TRUNK HIGHWAY 100 MILE POINT 6.35, 120.5 FT (36.7 M)
 DO4739'EAST OF NORTHBOUND TRUNK HIGHWAY 100 FOG LINE.
 DO4739'
 DO4739'THE STATION IS LOCATED 78.1 FT (23.8 M) WEST OF RAMP FROM MINNETONKA
 DO4739'BOULEVARD TO NORTHBOUND TRUNK HIGHWAY 100, 37.2 FT (11.3 M) NORTH OF
 DO4739'LOOP FROM NORTHBOUND TRUNK HIGHWAY 100 TO MINNETONKA BOULEVARD AND 1.5
 DO4739'FT (0.5 M) SOUTH OF A WITNESS POST.
 DO4739
 DO4739                          STATION RECOVERY (2013)
 DO4739
 DO4739'RECOVERY NOTE BY MN DEPT OF TRANSP 2013 (JXJ)
 DO4739'IN SAINT LOUIS PARK, 0.70 MILE NORTH ALONG TRUNK HIGHWAY 100 FROM
 DO4739'JUNCTION OF TRUNK HIGHWAY 100 AND TRUNK HIGHWAY 7 IN SAINT LOUIS PARK,
 DO4739'AT TRUNK HIGHWAY 100 MILEPOINT 6.35, 120.5 FEET EAST OF NORTHBOUND
 DO4739'TRUNK HIGHWAY 100 FOG LINE, 78.1 FEET WEST OF RAMP FROM MINNETONKA
 DO4739'BOULEVARD TO NORTHBOUND TRUNK HIGHWAY 100, 37.2 FEET NORTH OF LOOP
 DO4739'FROM NORTHBOUND TRUNK HIGHWAY 100 TO MINNETONKA BOULEVARD, 1.5 FEET
 DO4739'SOUTH OF WITNESS POST.
 DO4739
 DO4739                          STATION RECOVERY (2014)
 DO4739
 DO4739'RECOVERY NOTE BY MN DEPT OF TRANSP 2014 (MAS)
 DO4739'IN SAINT LOUIS PARK, 0.70 MI (1.1 KM) NORTH ALONG TRUNK HIGHWAY 100
 DO4739'FROM THE JUNCTION OF TRUNK HIGHWAY 100 AND TRUNK HIGHWAY 7 IN SAINT
 DO4739'LOUIS PARK, AT TRUNK HIGHWAY 100 MILE POINT 6.35, 120.5 FT (36.7 M)
 DO4739'EAST OF NORTHBOUND TRUNK HIGHWAY 100 FOG LINE, 78.1 FT (23.8 M) WEST
 DO4739'OF RAMP FROM MINNETONKA BOULEVARD TO NORTHBOUND TRUNK HIGHWAY 100,
 DO4739'37.2 FT (11.3 M) NORTH OF LOOP FROM NORTHBOUND TRUNK HIGHWAY 100 TO
 DO4739'MINNETONKA BOULEVARD, 1.5 FT (0.5 M) SOUTH OF A WITNESS POST.
 DO4739
 DO4739                          STATION RECOVERY (2020)
 DO4739
 DO4739'RECOVERY NOTE BY MN DEPT OF TRANSP 2020 (SEL)
 DO4739'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 QO0830 ***********************************************************************
 QO0830  DESIGNATION -  2735 D 2
 QO0830  PID         -  QO0830
 QO0830  STATE/COUNTY-  MN/HENNEPIN
 QO0830  COUNTRY     -  US
 QO0830  USGS QUAD   -  MINNEAPOLIS NORTH (2019)
 QO0830
 QO0830                         *CURRENT SURVEY CONTROL
 QO0830  ______________________________________________________________________
 QO0830* NAD 83(1986) POSITION- 45 00 06.3    (N) 093 21 01.0    (W)   HD_HELD2
 QO0830* NAVD 88 ORTHO HEIGHT -   269.916 (meters)      885.55  (feet) ADJUSTED
 QO0830  ______________________________________________________________________
 QO0830  GEOID HEIGHT    -        -27.059 (meters)                     GEOID18
 QO0830  DYNAMIC HEIGHT  -        269.911 (meters)      885.53  (feet) COMP
 QO0830  MODELED GRAVITY -    980,592.7   (mgal)                       NAVD 88
 QO0830
 QO0830  VERT ORDER      -  SECOND    CLASS I
 QO0830
 QO0830.The horizontal coordinates were established by autonomous hand held GPS
 QO0830.observations and have an estimated accuracy of +/- 10 meters.
 QO0830
 QO0830.The orthometric height was determined by differential leveling and
 QO0830.adjusted by the NATIONAL GEODETIC SURVEY
 QO0830.in September 2013.
 QO0830
 QO0830.Significant digits in the geoid height do not necessarily reflect accuracy.
 QO0830.GEOID18 height accuracy estimate available here.
 QO0830
 QO0830.Click photographs - Photos may exist for this station.
 QO0830
 QO0830.The dynamic height is computed by dividing the NAVD 88
 QO0830.geopotential number by the normal gravity value computed on the
 QO0830.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QO0830.degrees latitude (g = 980.6199 gals.).
 QO0830
 QO0830.The modeled gravity was interpolated from observed gravity values.
 QO0830
 QO0830;                    North         East    Units  Estimated Accuracy
 QO0830;SPC MN S     -   322,625.      851,224.      MT  (+/- 10 meters HH2 GPS)
 QO0830
 QO0830_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK7239383204(NAD 83)
 QO0830
 QO0830                          SUPERSEDED SURVEY CONTROL
 QO0830
 QO0830  NAVD 88 (06/15/91)  269.912  (m)          885.54   (f) SUPERSEDED  2 1
 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
 QO0830.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QO0830.See file dsdata.pdf to determine how the superseded data were derived.
 QO0830
 QO0830_MARKER: DB = BENCH MARK DISK
 QO0830_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QO0830_STAMPING: 2735 D 2 1972
 QO0830_MARK LOGO: MNHD
 QO0830_PROJECTION: RECESSED 30 CENTIMETERS
 QO0830_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 QO0830_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QO0830+STABILITY: SURFACE MOTION
 QO0830_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 QO0830+SATELLITE: SATELLITE OBSERVATIONS - February 01, 2010
 QO0830
 QO0830  HISTORY     - Date     Condition        Report By
 QO0830  HISTORY     - 19720401 MONUMENTED       MNHD
 QO0830  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 QO0830  HISTORY     - 19980604 GOOD             MNDT
 QO0830  HISTORY     - 20040929 GOOD             MNDT
 QO0830  HISTORY     - 20070716 MARK NOT FOUND   MNDT
 QO0830  HISTORY     - 20080626 GOOD             MNDT
 QO0830  HISTORY     - 20100201 GOOD             MNDT
 QO0830  HISTORY     - 20100201 GOOD             MNDT
 QO0830
 QO0830                          STATION DESCRIPTION
 QO0830
 QO0830'DESCRIBED BY MN HIGHWAY DEPT 1972
 QO0830'IN GOLDEN VALLEY.
 QO0830'MARK IS LOCATED 1.1 MILE NORTH ALONG TH 100 FROM THE JUNCTION OF TH
 QO0830'100 AND TH 55 IN GOLDEN VALLEY, AT THE MINNESOTA HIGHWAY DEPARTMENT
 QO0830'OFFICE ON THE WEST SIDE OF TH 100, IN THE FRONT LAWN OF THE SHOPS, AT
 QO0830'THE NORTH ENTRANCE TO THE OFFICE, IN THE TOP OF A 6 FOOT PRECAST
 QO0830'CONCRETE MONUMENT SET FLUSH WITH THE GROUND.
 QO0830
 QO0830                          STATION RECOVERY (1987)
 QO0830
 QO0830'RECOVERY NOTE BY US POWER SQUADRON 1987 (LG)
 QO0830'MARK NOT FOUND.
 QO0830
 QO0830                          STATION RECOVERY (1998)
 QO0830
 QO0830'RECOVERY NOTE BY MN DEPT OF TRANSP 1998 (WAS)
 QO0830'THE MARK WAS RECOVERED AS DESCRIBED. AT THE HWY DEPT OFFICE ON WEST
 QO0830'SIDE OF TH 100, AT NORTH ENTRANCE TO OFFICE, 97.0 FT ENE OF NE CORNER
 QO0830'OF BUILDING, 23.0 FT SOUTH OF SOUTH CURB OF NORTH ENTRANCE TO PARKING
 QO0830'LOT, 29.2 FT SE OF CATCH BASIN, 25.9 FT EAST OF CURB, STATION IS
 QO0830'RECESSED 0.4 FT BELOW GROUND. NOTE--MARK IS UNDER SOME TREE BRANCHES
 QO0830'AND NOT EASY TO OCCUPY.
 QO0830
 QO0830                          STATION RECOVERY (2004)
 QO0830
 QO0830'RECOVERY NOTE BY MN DEPT OF TRANSP 2004 (WAS)
 QO0830'IN GOLDEN VALLEY, 1.1 MILES NORTH ALONG TRUNK HIGHWAY 100 FROM
 QO0830'JUNCTION OF TRUNK HIGHWAY 100 AND TRUNK HIGHWAY 55, AT HIGHWAY
 QO0830'DEPARTMENT OFFICE ON WEST SIDE OF TRUNK HIGHWAY 100, AT NORTH ENTRANCE
 QO0830'TO OFFICE,
 QO0830'
 QO0830'97.0 FEET EAST-NORTHEAST OF NORTHEAST CORNER OF BUILDING, 23.0 FEET
 QO0830'SOUTH OF SOUTH CURB OF NORTH ENTRANCE TO PARKING LOT, 29.2 FEET
 QO0830'SOUTHEAST OF CATCH BASIN, 25.9 FEET EAST OF CURB.
 QO0830
 QO0830                          STATION RECOVERY (2007)
 QO0830
 QO0830'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (BLB)
 QO0830'THE MARK WAS NOT RECOVERED.
 QO0830
 QO0830                          STATION RECOVERY (2008)
 QO0830
 QO0830'RECOVERY NOTE BY MN DEPT OF TRANSP 2008 (PJG)
 QO0830'RECOVERED AS DESCRIBED.
 QO0830
 QO0830                          STATION RECOVERY (2010)
 QO0830
 QO0830'RECOVERY NOTE BY MN DEPT OF TRANSP 2010 (BJB)
 QO0830'RECOVERED AS DESCRIBED.
 QO0830
 QO0830                          STATION RECOVERY (2010)
 QO0830
 QO0830'RECOVERY NOTE BY MN DEPT OF TRANSP 2010 (KMS)
 QO0830'THE STATION IS LOCATED ABOUT 13.7 KM (8.5 MI) WEST-SOUTHWEST OF NEW
 QO0830'BRIGHTON, 12.3 KM (7.6 MI) NORTHEAST OF HOPKINS, 7.3 KM (4.5 MI)
 QO0830'WEST-NORTHWEST OF MINNEAPOLIS AND IN GOLDEN VALLEY.
 QO0830'
 QO0830'TO REACH THE STATION FROM THE JUNCTION OF TRUNK HIGHWAY 100 AND TRUNK
 QO0830'HIGHWAY 55 IN GOLDEN VALLEY, GO 1.1 MI (1.8 KM) NORTH ALONG TRUNK
 QO0830'HIGHWAY 100 TO THE HIGHWAY DEPARTMENT OFFICE ON THE WEST SIDE OF TRUNK
 QO0830'HIGHWAY 100.
 QO0830'
 QO0830'THE STATION IS LOCATED AT THE NORTH ENTRANCE TO OFFICE, 97.0 FT (29.6
 QO0830'M) EAST-NORTHEAST OF THE NORTHEAST CORNER OF THE BUILDING, 29.2 FT
 QO0830'(8.9 M) SOUTHEAST OF CATCH BASIN, 25.9 FT (7.9 M) EAST OF CURB, 23.0
 QO0830'FT (7.0 M) SOUTH OF SOUTH CURB OF NORTH ENTRANCE TO PARKING LOT AND
 QO0830'6.0 FT (1.8 M) NORTHEAST OF BENCH MARK SIGN WHICH IS NAILED TO A PINE
 QO0830'TREE.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 AE5366 ***********************************************************************
 AE5366  DESIGNATION -  2735 G
 AE5366  PID         -  AE5366
 AE5366  STATE/COUNTY-  MN/HENNEPIN
 AE5366  COUNTRY     -  US
 AE5366  USGS QUAD   -  MINNEAPOLIS SOUTH (2019)
 AE5366
 AE5366                         *CURRENT SURVEY CONTROL
 AE5366  ______________________________________________________________________
 AE5366* NAD 83(1986) POSITION- 44 56 38.12   (N) 093 20 51.66   (W)   HD_HELD1
 AE5366* NAVD 88 ORTHO HEIGHT -   275.296 (meters)      903.20  (feet) ADJUSTED
 AE5366  ______________________________________________________________________
 AE5366  GEOID HEIGHT    -        -27.026 (meters)                     GEOID18
 AE5366  DYNAMIC HEIGHT  -        275.288 (meters)      903.17  (feet) COMP
 AE5366  MODELED GRAVITY -    980,582.5   (mgal)                       NAVD 88
 AE5366
 AE5366  VERT ORDER      -  SECOND    CLASS I
 AE5366
 AE5366.The horizontal coordinates were determined by differentially corrected
 AE5366.hand held GPS observations or other comparable positioning techniques
 AE5366.and have an estimated accuracy of +/- 3 meters.
 AE5366
 AE5366.The orthometric height was determined by differential leveling and
 AE5366.adjusted by the NATIONAL GEODETIC SURVEY
 AE5366.in September 2013.
 AE5366
 AE5366.Significant digits in the geoid height do not necessarily reflect accuracy.
 AE5366.GEOID18 height accuracy estimate available here.
 AE5366
 AE5366.Click photographs - Photos may exist for this station.
 AE5366
 AE5366.The dynamic height is computed by dividing the NAVD 88
 AE5366.geopotential number by the normal gravity value computed on the
 AE5366.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE5366.degrees latitude (g = 980.6199 gals.).
 AE5366
 AE5366.The modeled gravity was interpolated from observed gravity values.
 AE5366
 AE5366;                    North         East    Units  Estimated Accuracy
 AE5366;SPC MN S     -   316,200.5     851,480.2     MT  (+/- 3 meters HH1 GPS) 
 AE5366
 AE5366_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK7257076779(NAD 83)
 AE5366
 AE5366                          SUPERSEDED SURVEY CONTROL
 AE5366
 AE5366  NAVD 88 (11/23/99)  275.297  (m)          903.20   (f) SUPERSEDED  2 2
 AE5366
 AE5366.Superseded values are not recommended for survey control.
 AE5366
 AE5366.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE5366.See file dsdata.pdf to determine how the superseded data were derived.
 AE5366
 AE5366_MARKER: L = ABSOLUTE GRAVITY STATION PLUG
 AE5366_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AE5366_SP_SET: BRIDGE WALKWAY
 AE5366_STAMPING: 2735 G 1976
 AE5366_MAGNETIC: N = NO MAGNETIC MATERIAL
 AE5366_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AE5366_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AE5366+SATELLITE: SATELLITE OBSERVATIONS - April 09, 2012
 AE5366
 AE5366  HISTORY     - Date     Condition        Report By
 AE5366  HISTORY     - 19760401 MONUMENTED       MNDT
 AE5366  HISTORY     - 20031019 GOOD             USPSQD
 AE5366  HISTORY     - 20031101 GOOD             USPSQD
 AE5366  HISTORY     - 20070705 GOOD             MNDT
 AE5366  HISTORY     - 20120409 GOOD             MNDT
 AE5366
 AE5366                          STATION DESCRIPTION
 AE5366
 AE5366'DESCRIBED BY MN DEPT OF TRANSP 1976 (EGS)
 AE5366'THE MARK IS LOCATED IN THE TOWN OF ST. LOUIS PARK AT THE JUNCTION OF
 AE5366'TRUNK HIGHWAY 7 AND TRUNK HIGHWAY 100 AND IS IN THE NW 1/4 OF SECTION
 AE5366'6, T28N, R24W.  THE MARK, A BRASS PLUG STAMPED---2735 G 1976---, IS
 AE5366'SET IN THE SIDEWALK IN THE NORTHEAST CORNER OF BRIDGE NUMBER 5462
 AE5366'(HIGHWAY 7 OVER HIGHWAY 100).
 AE5366
 AE5366                          STATION RECOVERY (2003)
 AE5366
 AE5366'RECOVERY NOTE BY US POWER SQUADRON 2003 (SRM)
 AE5366'RECOVERED IN GOOD CONDITION.
 AE5366
 AE5366                          STATION RECOVERY (2003)
 AE5366
 AE5366'RECOVERY NOTE BY US POWER SQUADRON 2003 (REA)
 AE5366'RECOVERED IN GOOD CONDITION.
 AE5366
 AE5366                          STATION RECOVERY (2007)
 AE5366
 AE5366'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (BLB)
 AE5366'THE MARK IS LOCATED ABOUT 7.5 MI (12.1 KM) NORTH-NORTHWEST OF
 AE5366'BLOOMINGTON, 5.8 MI (9.3 KM) EAST-NORTHEAST OF HOPKINS AND 4.8 MI (7.7
 AE5366'KM) WEST-SOUTHWEST OF MINNEAPOLIS.
 AE5366'
 AE5366'TO REACH TO THE MARK IN SAINT LOUIS PARK, AT THE JUNCTION OF TRUNK
 AE5366'HIGHWAY 7 AND TRUNK HIGHWAY 100, STATION IS BRASS PLUG IN NORTHEAST
 AE5366'CORNER OF TRUNK HIGHWAY 7 BRIDGE 5462 OVER TRUNK HIGHWAY 100, AT TRUNK
 AE5366'HIGHWAY 100 MILE POINT 5.9.
 AE5366
 AE5366                          STATION RECOVERY (2012)
 AE5366
 AE5366'RECOVERY NOTE BY MN DEPT OF TRANSP 2012 (KMS)
 AE5366'THE STATION IS LOCATED ABOUT 12.1 KM (7.5 MI) NORTH-NORTHWEST OF
 AE5366'BLOOMINGTON, 9.3 KM (5.8 MI) EAST-NORTHEAST OF HOPKINS AND 7.8 KM (4.8
 AE5366'MI) WEST-SOUTHWEST OF MINNEAPOLIS.
 AE5366'
 AE5366'IN SAINT LOUIS PARK, AT THE JUNCTION OF TRUNK HIGHWAY 7 AND TRUNK
 AE5366'HIGHWAY 100, IN NORTHEAST CORNER OF TRUNK HIGHWAY 7 BRIDGE NUMBER 5462
 AE5366'OVER TRUNK HIGHWAY 100, AT TRUNK HIGHWAY 100 MILE POINT 5.9.  MARK IS
 AE5366'DESCRIBED AS A BRASS PLUG.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DK6334 ***********************************************************************
 DK6334  DESIGNATION -  2735 H
 DK6334  PID         -  DK6334
 DK6334  STATE/COUNTY-  MN/HENNEPIN
 DK6334  COUNTRY     -  US
 DK6334  USGS QUAD   -  MINNEAPOLIS SOUTH (2019)
 DK6334
 DK6334                         *CURRENT SURVEY CONTROL
 DK6334  ______________________________________________________________________
 DK6334* NAD 83(1986) POSITION- 44 56 54.24   (N) 093 20 51.42   (W)   HD_HELD1
 DK6334* NAVD 88 ORTHO HEIGHT -   276.729 (meters)      907.90  (feet) ADJUSTED
 DK6334  ______________________________________________________________________
 DK6334  GEOID HEIGHT    -        -27.027 (meters)                     GEOID18
 DK6334  DYNAMIC HEIGHT  -        276.722 (meters)      907.88  (feet) COMP
 DK6334  MODELED GRAVITY -    980,583.3   (mgal)                       NAVD 88
 DK6334
 DK6334  VERT ORDER      -  SECOND    CLASS I
 DK6334
 DK6334.The horizontal coordinates were determined by differentially corrected
 DK6334.hand held GPS observations or other comparable positioning techniques
 DK6334.and have an estimated accuracy of +/- 3 meters.
 DK6334
 DK6334.The orthometric height was determined by differential leveling and
 DK6334.adjusted by the NATIONAL GEODETIC SURVEY
 DK6334.in May 2010.
 DK6334
 DK6334.No vertical observational check was made to the station.
 DK6334
 DK6334.Significant digits in the geoid height do not necessarily reflect accuracy.
 DK6334.GEOID18 height accuracy estimate available here.
 DK6334
 DK6334.Click photographs - Photos may exist for this station.
 DK6334
 DK6334.The dynamic height is computed by dividing the NAVD 88
 DK6334.geopotential number by the normal gravity value computed on the
 DK6334.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK6334.degrees latitude (g = 980.6199 gals.).
 DK6334
 DK6334.The modeled gravity was interpolated from observed gravity values.
 DK6334
 DK6334;                    North         East    Units  Estimated Accuracy
 DK6334;SPC MN S     -   316,698.1     851,481.5     MT  (+/- 3 meters HH1 GPS) 
 DK6334
 DK6334_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK7257777277(NAD 83)
 DK6334
 DK6334                          SUPERSEDED SURVEY CONTROL
 DK6334
 DK6334.No superseded survey control is available for this station.
 DK6334
 DK6334_MARKER: DB = BENCH MARK DISK
 DK6334_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DK6334_SP_SET: BRIDGE WALKWAY
 DK6334_STAMPING: 2735 H 1976
 DK6334_MARK LOGO: MNHD
 DK6334_MAGNETIC: N = NO MAGNETIC MATERIAL
 DK6334_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DK6334_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DK6334+SATELLITE: SATELLITE OBSERVATIONS - April 05, 2012
 DK6334
 DK6334  HISTORY     - Date     Condition        Report By
 DK6334  HISTORY     - 19760401 MONUMENTED       MNHD
 DK6334  HISTORY     - 19930909 GOOD             MNDT
 DK6334  HISTORY     - 20120405 GOOD             MNDT
 DK6334
 DK6334                          STATION DESCRIPTION
 DK6334
 DK6334'DESCRIBED BY MN DEPT OF TRANSP 1993 (WAS)
 DK6334'MARK RECOVERED AS FORMERLY DESCRIBED.
 DK6334
 DK6334                          STATION RECOVERY (2012)
 DK6334
 DK6334'RECOVERY NOTE BY MN DEPT OF TRANSP 2012 (KMS)
 DK6334'THE STATION IS LOCATED ABOUT 12.6 KM (7.8 MI) NORTH-NORTHWEST OF
 DK6334'BLOOMINGTON, 9.4 KM (5.8 MI) EAST-NORTHEAST OF HOPKINS AND 7.5 KM (4.7
 DK6334'MI) WEST-SOUTHWEST OF MINNEAPOLIS.
 DK6334'
 DK6334'IN SAINT LOUIS PARK, 0.3 MI (0.5 KM) NORTH OF THE JUNCTION OF TRUNK
 DK6334'HIGHWAY 7 AND TRUNK HIGHWAY 100, IN SOUTHEAST CORNER OF MINNETONKA
 DK6334'BOULEVARD BRIDGE NUMBER 5598 OVER TRUNK HIGHWAY 100, AT TRUNK HIGHWAY
 DK6334'100 MILE POINT 6.2.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DO2392 ***********************************************************************
 DO2392  DESIGNATION -  2735 K RESET
 DO2392  PID         -  DO2392
 DO2392  STATE/COUNTY-  MN/HENNEPIN
 DO2392  COUNTRY     -  US
 DO2392  USGS QUAD   -  MINNEAPOLIS SOUTH (2019)
 DO2392
 DO2392                         *CURRENT SURVEY CONTROL
 DO2392  ______________________________________________________________________
 DO2392* NAD 83(1986) POSITION- 44 58 42.26   (N) 093 20 38.85   (W)   HD_HELD1
 DO2392* NAVD 88 ORTHO HEIGHT -   260.837 (meters)      855.76  (feet) ADJUSTED
 DO2392  ______________________________________________________________________
 DO2392  GEOID HEIGHT    -        -27.046 (meters)                     GEOID18
 DO2392  VERT ORDER      -  SECOND    CLASS I
 DO2392
 DO2392.The horizontal coordinates were determined by differentially corrected
 DO2392.hand held GPS observations or other comparable positioning techniques
 DO2392.and have an estimated accuracy of +/- 3 meters.
 DO2392
 DO2392.The orthometric height was determined by differential leveling and
 DO2392.adjusted by the NATIONAL GEODETIC SURVEY
 DO2392.in May 2010.
 DO2392
 DO2392.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO2392.GEOID18 height accuracy estimate available here.
 DO2392
 DO2392.Click photographs - Photos may exist for this station.
 DO2392
 DO2392;                    North         East    Units  Estimated Accuracy
 DO2392;SPC MN S     -   320,034.6     851,730.3     MT  (+/- 3 meters HH1 GPS) 
 DO2392
 DO2392_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK7286780609(NAD 83)
 DO2392
 DO2392                          SUPERSEDED SURVEY CONTROL
 DO2392
 DO2392.No superseded survey control is available for this station.
 DO2392
 DO2392_MARKER: DV = VERTICAL CONTROL DISK
 DO2392_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DO2392_SP_SET: BRIDGE ABUTMENT WINGWALL
 DO2392_STAMPING: 2735 K 1993
 DO2392_MARK LOGO: MNDT
 DO2392_MAGNETIC: N = NO MAGNETIC MATERIAL
 DO2392_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DO2392_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DO2392+SATELLITE: SATELLITE OBSERVATIONS - May 05, 1993
 DO2392
 DO2392  HISTORY     - Date     Condition        Report By
 DO2392  HISTORY     - 19930505 MONUMENTED       MNDT
 DO2392  HISTORY     - 19930607 GOOD             MNDT
 DO2392  HISTORY     - 20120403 GOOD             MNDT
 DO2392
 DO2392                          STATION DESCRIPTION
 DO2392
 DO2392'DESCRIBED BY MN DEPT OF TRANSP 1993 (KMS)
 DO2392'THE STATION IS LOCATED ABOUT 14.8 KM (9.2 MI) SOUTHWEST OF NEW
 DO2392'BRIGHTON, 11.1 KM (6.9 MI) EAST-NORTHEAST OF HOPKINS, 6.4 KM (4.0 MI)
 DO2392'WEST OF MINNEAPOLIS AND IN GOLDEN VALLEY.
 DO2392'
 DO2392'IN GOLDEN VALLEY, IN THE WING WALL AT THE NORTH CORNER OF NORTH END OF
 DO2392'TRUNK HIGHWAY 100 BRIDGE NUMBER 27031 OVER GLENWOOD POND, AT TRUNK
 DO2392'HIGHWAY 100 MILE POINT 8.3, 0.6 MI (1.0 KM) NORTH OF INTERSTATE
 DO2392'HIGHWAY 394 ON RAMP FOR NORTHBOUND HIGHWAY 100 FROM GLENWOOD AVENUE.
 DO2392'
 DO2392'NOTE-THERE WAS A MARK IN THE BRIDGE NUMBER 5885 IN ROBBINSDALE.  THE
 DO2392'MARK WAS DESTROYED.  THIS MARK WAS MISTAKENLY STAMPED WITH THE SAME
 DO2392'DESIGNATION.
 DO2392
 DO2392                          STATION RECOVERY (1993)
 DO2392
 DO2392'RECOVERY NOTE BY MN DEPT OF TRANSP 1993 (WAS)
 DO2392'THE MARK IS LOCATED ABOUT 9.2 MI (14.8 KM) SOUTHWEST OF NEW BRIGHTON,
 DO2392'6.9 MI (11.1 KM) EAST-NORTHEAST OF HOPKINS AND 3.9 MI (6.3 KM) WEST OF
 DO2392'MINNEAPOLIS.
 DO2392'
 DO2392'THE MARK IS LOCATED IN THE TOWN OF GOLDEN VALLEY, IN THE WING WALL AT
 DO2392'THE NORTH CORNER OF THE NORTH END OF TRUNK HIGHWAY 100 BRIDGE NUMBER
 DO2392'27031 (NORTH BOUND TRUNK HIGHWAY 100 OFF RAMP FOR GLENWOOD AVE) OVER
 DO2392'GLENWOOD POND, AT TRUNK HIGHWAY 100 MILEPOST 8.3, 0.6 MI (1.0 KM)
 DO2392'NORTH OF FAI 394.
 DO2392
 DO2392                          STATION RECOVERY (2012)
 DO2392
 DO2392'RECOVERY NOTE BY MN DEPT OF TRANSP 2012 (KMS)
 DO2392'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DK3853 ***********************************************************************
 DK3853  DESIGNATION -  2735 L
 DK3853  PID         -  DK3853
 DK3853  STATE/COUNTY-  MN/HENNEPIN
 DK3853  COUNTRY     -  US
 DK3853  USGS QUAD   -  MINNEAPOLIS SOUTH (2019)
 DK3853
 DK3853                         *CURRENT SURVEY CONTROL
 DK3853  ______________________________________________________________________
 DK3853* NAD 83(1986) POSITION- 44 58 38.91   (N) 093 20 33.70   (W)   HD_HELD1
 DK3853* NAVD 88 ORTHO HEIGHT -   268.778 (meters)      881.82  (feet) ADJUSTED
 DK3853  ______________________________________________________________________
 DK3853  GEOID HEIGHT    -        -27.048 (meters)                     GEOID18
 DK3853  DYNAMIC HEIGHT  -        268.772 (meters)      881.80  (feet) COMP
 DK3853  MODELED GRAVITY -    980,588.7   (mgal)                       NAVD 88
 DK3853
 DK3853  VERT ORDER      -  SECOND    CLASS I
 DK3853
 DK3853.The horizontal coordinates were determined by differentially corrected
 DK3853.hand held GPS observations or other comparable positioning techniques
 DK3853.and have an estimated accuracy of +/- 3 meters.
 DK3853
 DK3853.The orthometric height was determined by differential leveling and
 DK3853.adjusted by the NATIONAL GEODETIC SURVEY
 DK3853.in May 2010.
 DK3853
 DK3853.No vertical observational check was made to the station.
 DK3853
 DK3853.Significant digits in the geoid height do not necessarily reflect accuracy.
 DK3853.GEOID18 height accuracy estimate available here.
 DK3853
 DK3853.Click photographs - Photos may exist for this station.
 DK3853
 DK3853.The dynamic height is computed by dividing the NAVD 88
 DK3853.geopotential number by the normal gravity value computed on the
 DK3853.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK3853.degrees latitude (g = 980.6199 gals.).
 DK3853
 DK3853.The modeled gravity was interpolated from observed gravity values.
 DK3853
 DK3853;                    North         East    Units  Estimated Accuracy
 DK3853;SPC MN S     -   319,932.1     851,844.0     MT  (+/- 3 meters HH1 GPS) 
 DK3853
 DK3853_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK7297980505(NAD 83)
 DK3853
 DK3853                          SUPERSEDED SURVEY CONTROL
 DK3853
 DK3853.No superseded survey control is available for this station.
 DK3853
 DK3853_MARKER: DV = VERTICAL CONTROL DISK
 DK3853_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DK3853_SP_SET: BRIDGE RAILING
 DK3853_STAMPING: 2735 L 1993
 DK3853_MARK LOGO: MNDT
 DK3853_MAGNETIC: N = NO MAGNETIC MATERIAL
 DK3853_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DK3853_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DK3853+SATELLITE: SATELLITE OBSERVATIONS - February 01, 2010
 DK3853
 DK3853  HISTORY     - Date     Condition        Report By
 DK3853  HISTORY     - 1993     MONUMENTED       MNDT
 DK3853  HISTORY     - 19930607 GOOD             MNDT
 DK3853  HISTORY     - 20100201 GOOD             MNDT
 DK3853
 DK3853                          STATION DESCRIPTION
 DK3853
 DK3853'DESCRIBED BY MN DEPT OF TRANSP 1993
 DK3853'IN GOLDEN VALLEY, IN RAILING AT EAST CORNER OF SOUTH END OF TRUNK
 DK3853'HIGHWAY 100 BRIDGE NO 27031 (SOUTHBOUND TRUNK HIGHWAY 100 OFF RAMP FOR
 DK3853'GLENWOOD AVE) OVER GLENWOOD POND, AT TRUNK HIGHWAY 100 MILE POINT 8.3,
 DK3853'0.6 MI (1.0 KM) NORTH OF INTERSTATE HIGHWAY 394.
 DK3853
 DK3853                          STATION RECOVERY (1993)
 DK3853
 DK3853'RECOVERY NOTE BY MN DEPT OF TRANSP 1993 (HTS)
 DK3853'THE MARK IS LOCATED ABOUT 9.2 MI (14.8 KM) SOUTHWEST OF NEW BRIGHTON,
 DK3853'6.9 MI (11.1 KM) EAST-NORTHEAST OF HOPKINS AND 3.9 MI (6.2 KM) WEST OF
 DK3853'MINNEAPOLIS.
 DK3853'
 DK3853'THE MARK IS LOCATED IN THE TOWN OF GOLDEN VALLEY, IN THE RAILING AT
 DK3853'THE EAST CORNER OF THE SOUTH END OF TRUNK HIGHWAY 100 BRIDGE NUMBER
 DK3853'27031 (NORTH BOUND TRUNK HIGHWAY 100 OFF RAMP FOR GLENWOOD AVE) OVER
 DK3853'GLENWOOD POND, AT TRUNK HIGHWAY 100 MILEPOST 8.3, 0.6 MI (1.0 KM)
 DK3853'NORTH OF FAI 394.
 DK3853
 DK3853                          STATION RECOVERY (2010)
 DK3853
 DK3853'RECOVERY NOTE BY MN DEPT OF TRANSP 2010 (BJB)
 DK3853'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DK3854 ***********************************************************************
 DK3854  DESIGNATION -  2735 M
 DK3854  PID         -  DK3854
 DK3854  STATE/COUNTY-  MN/HENNEPIN
 DK3854  COUNTRY     -  US
 DK3854  USGS QUAD   -  MINNEAPOLIS SOUTH (2019)
 DK3854
 DK3854                         *CURRENT SURVEY CONTROL
 DK3854  ______________________________________________________________________
 DK3854* NAD 83(1986) POSITION- 44 58 38.11   (N) 093 20 36.70   (W)   HD_HELD1
 DK3854* NAVD 88 ORTHO HEIGHT -   269.324 (meters)      883.61  (feet) ADJUSTED
 DK3854  ______________________________________________________________________
 DK3854  GEOID HEIGHT    -        -27.046 (meters)                     GEOID18
 DK3854  DYNAMIC HEIGHT  -        269.319 (meters)      883.59  (feet) COMP
 DK3854  MODELED GRAVITY -    980,588.7   (mgal)                       NAVD 88
 DK3854
 DK3854  VERT ORDER      -  SECOND    CLASS I
 DK3854
 DK3854.The horizontal coordinates were determined by differentially corrected
 DK3854.hand held GPS observations or other comparable positioning techniques
 DK3854.and have an estimated accuracy of +/- 3 meters.
 DK3854
 DK3854.The orthometric height was determined by differential leveling and
 DK3854.adjusted by the NATIONAL GEODETIC SURVEY
 DK3854.in September 2013.
 DK3854
 DK3854.Significant digits in the geoid height do not necessarily reflect accuracy.
 DK3854.GEOID18 height accuracy estimate available here.
 DK3854
 DK3854.Click photographs - Photos may exist for this station.
 DK3854
 DK3854.The dynamic height is computed by dividing the NAVD 88
 DK3854.geopotential number by the normal gravity value computed on the
 DK3854.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK3854.degrees latitude (g = 980.6199 gals.).
 DK3854
 DK3854.The modeled gravity was interpolated from observed gravity values.
 DK3854
 DK3854;                    North         East    Units  Estimated Accuracy
 DK3854;SPC MN S     -   319,906.9     851,778.4     MT  (+/- 3 meters HH1 GPS) 
 DK3854
 DK3854_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK7291480480(NAD 83)
 DK3854
 DK3854                          SUPERSEDED SURVEY CONTROL
 DK3854
 DK3854  NAVD 88 (05/05/10)  269.330  (m)          883.63   (f) SUPERSEDED  2 1
 DK3854
 DK3854.Superseded values are not recommended for survey control.
 DK3854
 DK3854.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK3854.See file dsdata.pdf to determine how the superseded data were derived.
 DK3854
 DK3854_MARKER: DV = VERTICAL CONTROL DISK
 DK3854_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DK3854_SP_SET: BRIDGE WALKWAY
 DK3854_STAMPING: 2735 M 1993
 DK3854_MARK LOGO: MNDT
 DK3854_MAGNETIC: N = NO MAGNETIC MATERIAL
 DK3854_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DK3854_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DK3854+SATELLITE: SATELLITE OBSERVATIONS - April 03, 2012
 DK3854
 DK3854  HISTORY     - Date     Condition        Report By
 DK3854  HISTORY     - 19930505 MONUMENTED       MNDT
 DK3854  HISTORY     - 19930607 GOOD             MNDT
 DK3854  HISTORY     - 20090927 GOOD             MNDT
 DK3854  HISTORY     - 20120403 GOOD             MNDT
 DK3854
 DK3854                          STATION DESCRIPTION
 DK3854
 DK3854'DESCRIBED BY MN DEPT OF TRANSP 1993
 DK3854'IN GOLDEN VALLEY, IN RAILING AT SOUTHEAST CORNER OF GLENWOOD AVENUE
 DK3854'BRIDGE NO 27023 OVER TRUNK HIGHWAY 100, AT TRUNK HIGHWAY 100 MILE
 DK3854'POINT 8.3, 0.6 MI (1.0 KM) NORTH OF INTERSTATE HIGHWAY 394.
 DK3854
 DK3854                          STATION RECOVERY (1993)
 DK3854
 DK3854'RECOVERY NOTE BY MN DEPT OF TRANSP 1993 (HTS)
 DK3854'THE MARK IS LOCATED ABOUT 9.2 MI (14.8 KM) SOUTHWEST OF NEW BRIGHTON,
 DK3854'6.9 MI (11.1 KM) EAST-NORTHEAST OF HOPKINS AND 3.9 MI (6.3 KM) WEST OF
 DK3854'MINNEAPOLIS.
 DK3854'
 DK3854'THE MARK IS LOCATED IN THE TOWN OF GOLDEN VALLEY, IN THE RAILING AT
 DK3854'THE SOUTHEAST CORNER OF GLENWOOD AVENUE BRIDGE NUMBER 27023 OVER TRUNK
 DK3854'HIGHWAY 100, AT TRUNK HIGHWAY 100 MILEPOST 8.3, 0.6 MI (1.0 KM) NORTH
 DK3854'OF FAI 394.
 DK3854
 DK3854                          STATION RECOVERY (2009)
 DK3854
 DK3854'RECOVERY NOTE BY MN DEPT OF TRANSP 2009 (BJB)
 DK3854'RECOVERED AS DESCRIBED.
 DK3854
 DK3854                          STATION RECOVERY (2012)
 DK3854
 DK3854'RECOVERY NOTE BY MN DEPT OF TRANSP 2012 (KMS)
 DK3854'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DK3855 ***********************************************************************
 DK3855  DESIGNATION -  2735 N
 DK3855  PID         -  DK3855
 DK3855  STATE/COUNTY-  MN/HENNEPIN
 DK3855  COUNTRY     -  US
 DK3855  USGS QUAD   -  MINNEAPOLIS SOUTH (2019)
 DK3855
 DK3855                         *CURRENT SURVEY CONTROL
 DK3855  ______________________________________________________________________
 DK3855* NAD 83(1986) POSITION- 44 58 38.26   (N) 093 20 41.10   (W)   HD_HELD1
 DK3855* NAVD 88 ORTHO HEIGHT -   268.515 (meters)      880.95  (feet) ADJUSTED
 DK3855  ______________________________________________________________________
 DK3855  GEOID HEIGHT    -        -27.045 (meters)                     GEOID18
 DK3855  DYNAMIC HEIGHT  -        268.510 (meters)      880.94  (feet) COMP
 DK3855  MODELED GRAVITY -    980,588.8   (mgal)                       NAVD 88
 DK3855
 DK3855  VERT ORDER      -  SECOND    CLASS I
 DK3855
 DK3855.The horizontal coordinates were determined by differentially corrected
 DK3855.hand held GPS observations or other comparable positioning techniques
 DK3855.and have an estimated accuracy of +/- 3 meters.
 DK3855
 DK3855.The orthometric height was determined by differential leveling and
 DK3855.adjusted by the NATIONAL GEODETIC SURVEY
 DK3855.in September 2013.
 DK3855
 DK3855.Significant digits in the geoid height do not necessarily reflect accuracy.
 DK3855.GEOID18 height accuracy estimate available here.
 DK3855
 DK3855.Click photographs - Photos may exist for this station.
 DK3855
 DK3855.The dynamic height is computed by dividing the NAVD 88
 DK3855.geopotential number by the normal gravity value computed on the
 DK3855.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK3855.degrees latitude (g = 980.6199 gals.).
 DK3855
 DK3855.The modeled gravity was interpolated from observed gravity values.
 DK3855
 DK3855;                    North         East    Units  Estimated Accuracy
 DK3855;SPC MN S     -   319,910.7     851,682.0     MT  (+/- 3 meters HH1 GPS) 
 DK3855
 DK3855_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK7281780485(NAD 83)
 DK3855
 DK3855                          SUPERSEDED SURVEY CONTROL
 DK3855
 DK3855  NAVD 88 (05/05/10)  268.518  (m)          880.96   (f) SUPERSEDED  2 1
 DK3855
 DK3855.Superseded values are not recommended for survey control.
 DK3855
 DK3855.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK3855.See file dsdata.pdf to determine how the superseded data were derived.
 DK3855
 DK3855_MARKER: DV = VERTICAL CONTROL DISK
 DK3855_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DK3855_SP_SET: BRIDGE WALKWAY
 DK3855_STAMPING: 2735 N 1993
 DK3855_MARK LOGO: MNDT
 DK3855_MAGNETIC: N = NO MAGNETIC MATERIAL
 DK3855_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DK3855_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DK3855+SATELLITE: SATELLITE OBSERVATIONS - April 03, 2012
 DK3855
 DK3855  HISTORY     - Date     Condition        Report By
 DK3855  HISTORY     - 19930505 MONUMENTED       MNDT
 DK3855  HISTORY     - 19930607 GOOD             MNDT
 DK3855  HISTORY     - 20090927 GOOD             MNDT
 DK3855  HISTORY     - 20120403 GOOD             MNDT
 DK3855
 DK3855                          STATION DESCRIPTION
 DK3855
 DK3855'DESCRIBED BY MN DEPT OF TRANSP 1993
 DK3855'IN GOLDEN VALLEY, IN ABUTMENT AT SOUTHWEST CORNER OF GLENWOOD AVENUE
 DK3855'BRIDGE NO 27023 OVER TRUNK HIGHWAY 100, AT TRUNK HIGHWAY 100 MILE
 DK3855'POINT 8.3, 0.6 MI (1.0 KM) NORTH OF INTERSTATE HIGHWAY 394, 0.5 FT
 DK3855'(0.2 M) NORTH OF WING WALL, 15.5 FT (4.7 M) SOUTH OF GLENWOOD AVENUE
 DK3855'EAST, 53.2 FT (16.2 M) EAST OF ELECTRICAL BOX.
 DK3855
 DK3855                          STATION RECOVERY (1993)
 DK3855
 DK3855'RECOVERY NOTE BY MN DEPT OF TRANSP 1993 (WAS)
 DK3855'THE MARK IS LOCATED ABOUT 9.3 MI (15.0 KM) SOUTHWEST OF NEW BRIGHTON,
 DK3855'6.8 MI (11.0 KM) EAST-NORTHEAST OF HOPKINS AND 4.0 MI (6.4 KM) WEST OF
 DK3855'MINNEAPOLIS.
 DK3855'
 DK3855'THE MARK IS LOCATED IN THE TOWN OF GOLDEN VALLEY, IN THE BRIDGE
 DK3855'ABUTMENT AT THE SOUTHWEST CORNER OF GLENWOOD AVENUE BRIDGE NUMBER
 DK3855'27023 OVER TRUNK HIGHWAY 100, AT TRUNK HIGHWAY 100 MILEPOST 8.3, 0.6
 DK3855'MI (1.0 KM) NORTH OF FAI 394, 0.5 FT (0.2 M) NORTH OF WING WALL, 15.5
 DK3855'FT (4.7 M) SOUTH OF GLENWOOD AVENUE EAST, 53.2 FT (16.2 M) EAST OF
 DK3855'ELECTRICAL BOX.
 DK3855
 DK3855                          STATION RECOVERY (2009)
 DK3855
 DK3855'RECOVERY NOTE BY MN DEPT OF TRANSP 2009 (BJB)
 DK3855'RECOVERED AS DESCRIBED.
 DK3855
 DK3855                          STATION RECOVERY (2012)
 DK3855
 DK3855'RECOVERY NOTE BY MN DEPT OF TRANSP 2012 (KMS)
 DK3855'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DK6339 ***********************************************************************
 DK6339  DESIGNATION -  2735 P
 DK6339  PID         -  DK6339
 DK6339  STATE/COUNTY-  MN/HENNEPIN
 DK6339  COUNTRY     -  US
 DK6339  USGS QUAD   -  MINNEAPOLIS SOUTH (2019)
 DK6339
 DK6339                         *CURRENT SURVEY CONTROL
 DK6339  ______________________________________________________________________
 DK6339* NAD 83(1986) POSITION- 44 58 35.89   (N) 093 20 38.28   (W)   HD_HELD1
 DK6339* NAVD 88 ORTHO HEIGHT -   268.723 (meters)      881.64  (feet) ADJUSTED
 DK6339  ______________________________________________________________________
 DK6339  GEOID HEIGHT    -        -27.045 (meters)                     GEOID18
 DK6339  DYNAMIC HEIGHT  -        268.718 (meters)      881.62  (feet) COMP
 DK6339  MODELED GRAVITY -    980,588.6   (mgal)                       NAVD 88
 DK6339
 DK6339  VERT ORDER      -  SECOND    CLASS I
 DK6339
 DK6339.The horizontal coordinates were determined by differentially corrected
 DK6339.hand held GPS observations or other comparable positioning techniques
 DK6339.and have an estimated accuracy of +/- 3 meters.
 DK6339
 DK6339.The orthometric height was determined by differential leveling and
 DK6339.adjusted by the NATIONAL GEODETIC SURVEY
 DK6339.in May 2010.
 DK6339
 DK6339.Significant digits in the geoid height do not necessarily reflect accuracy.
 DK6339.GEOID18 height accuracy estimate available here.
 DK6339
 DK6339.Click photographs - Photos may exist for this station.
 DK6339
 DK6339.The dynamic height is computed by dividing the NAVD 88
 DK6339.geopotential number by the normal gravity value computed on the
 DK6339.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK6339.degrees latitude (g = 980.6199 gals.).
 DK6339
 DK6339.The modeled gravity was interpolated from observed gravity values.
 DK6339
 DK6339;                    North         East    Units  Estimated Accuracy
 DK6339;SPC MN S     -   319,838.1     851,744.4     MT  (+/- 3 meters HH1 GPS) 
 DK6339
 DK6339_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK7287980412(NAD 83)
 DK6339
 DK6339                          SUPERSEDED SURVEY CONTROL
 DK6339
 DK6339.No superseded survey control is available for this station.
 DK6339
 DK6339_MARKER: DV = VERTICAL CONTROL DISK
 DK6339_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DK6339_SP_SET: BRIDGE RAILING
 DK6339_STAMPING: 2735 P 1993
 DK6339_MARK LOGO: MNDT
 DK6339_MAGNETIC: N = NO MAGNETIC MATERIAL
 DK6339_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DK6339_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DK6339+SATELLITE: SATELLITE OBSERVATIONS - April 03, 2012
 DK6339
 DK6339  HISTORY     - Date     Condition        Report By
 DK6339  HISTORY     - 19930505 MONUMENTED       MNDT
 DK6339  HISTORY     - 20120403 GOOD             MNDT
 DK6339
 DK6339                          STATION DESCRIPTION
 DK6339
 DK6339'DESCRIBED BY MN DEPT OF TRANSP 1993
 DK6339'THE MARK IS LOCATED ABOUT 9.3 MI (15.0 KM) SOUTHWEST OF NEW BRIGHTON,
 DK6339'6.8 MI (11.0 KM) EAST-NORTHEAST OF HOPKINS AND 3.9 MI (6.4 KM) WEST OF
 DK6339'MINNEAPOLIS.
 DK6339'
 DK6339'THE MARK IS LOCATED IN THE TOWN OF GOLDEN VALLEY, IN THE BRIDGE
 DK6339'RAILING AT THE NORTHEAST CORNER TRUNK HIGHWAY 100 BRIDGE NUMBER 27791
 DK6339'(GLENWOOD AVENUE ON RAMP FOR SOUTH BOUND TRUNK HIGHWAY 100) OVER TRUNK
 DK6339'HIGHWAY 100 EXIT RAMP TO FAI 394, AT TH 100 MILEPOST 8.3, 0.4 MI (0.6
 DK6339'KM) NORTH OF FAI 394, 13.0 FT (4.0 M) EAST GLENWOOD AVENUE ON RAMP FOR
 DK6339'SOUTHBOUND TH 100.
 DK6339
 DK6339                          STATION RECOVERY (2012)
 DK6339
 DK6339'RECOVERY NOTE BY MN DEPT OF TRANSP 2012 (KMS)
 DK6339'IN GOLDEN VALLEY, IN BRIDGE RAILING IN NORTHEAST CORNER OF TRUNK
 DK6339'HIGHWAY 100 BRIDGE NUMBER 27791 OVER TRUNK HIGHWAY 100 EXIT RAMP TO
 DK6339'INTERSTATE HIGHWAY 394 (GLENWOOD AVENUE ENTRANCE RAMP FOR SOUTHBOUND
 DK6339'TRUNK HIGHWAY 100), 0.4 MI (0.6 KM) NORTH ALONG TRUNK HIGHWAY 100
 DK6339'FROM THE JUNCTION OF TRUNK HIGHWAY 100 AND INTERSTATE HIGHWAY 394, AT
 DK6339'TRUNK HIGHWAY 100 MILE POINT 8.3, 13.0 FT (4.0 M) EAST OF GLENWOOD
 DK6339'AVENUE ON RAMP FOR SOUTHBOUND TRUNK HIGHWAY 100.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DK6340 ***********************************************************************
 DK6340  DESIGNATION -  2735 Q
 DK6340  PID         -  DK6340
 DK6340  STATE/COUNTY-  MN/HENNEPIN
 DK6340  COUNTRY     -  US
 DK6340  USGS QUAD   -  MINNEAPOLIS SOUTH (2019)
 DK6340
 DK6340                         *CURRENT SURVEY CONTROL
 DK6340  ______________________________________________________________________
 DK6340* NAD 83(1986) POSITION- 44 58 32.37   (N) 093 20 33.49   (W)   HD_HELD1
 DK6340* NAVD 88 ORTHO HEIGHT -   267.333 (meters)      877.08  (feet) ADJUSTED
 DK6340  ______________________________________________________________________
 DK6340  GEOID HEIGHT    -        -27.047 (meters)                     GEOID18
 DK6340  DYNAMIC HEIGHT  -        267.327 (meters)      877.06  (feet) COMP
 DK6340  MODELED GRAVITY -    980,588.4   (mgal)                       NAVD 88
 DK6340
 DK6340  VERT ORDER      -  SECOND    CLASS I
 DK6340
 DK6340.The horizontal coordinates were determined by differentially corrected
 DK6340.hand held GPS observations or other comparable positioning techniques
 DK6340.and have an estimated accuracy of +/- 3 meters.
 DK6340
 DK6340.The orthometric height was determined by differential leveling and
 DK6340.adjusted by the NATIONAL GEODETIC SURVEY
 DK6340.in May 2010.
 DK6340
 DK6340.Significant digits in the geoid height do not necessarily reflect accuracy.
 DK6340.GEOID18 height accuracy estimate available here.
 DK6340
 DK6340.Click photographs - Photos may exist for this station.
 DK6340
 DK6340.The dynamic height is computed by dividing the NAVD 88
 DK6340.geopotential number by the normal gravity value computed on the
 DK6340.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK6340.degrees latitude (g = 980.6199 gals.).
 DK6340
 DK6340.The modeled gravity was interpolated from observed gravity values.
 DK6340
 DK6340;                    North         East    Units  Estimated Accuracy
 DK6340;SPC MN S     -   319,730.2     851,850.2     MT  (+/- 3 meters HH1 GPS) 
 DK6340
 DK6340_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK7298380303(NAD 83)
 DK6340
 DK6340                          SUPERSEDED SURVEY CONTROL
 DK6340
 DK6340.No superseded survey control is available for this station.
 DK6340
 DK6340_MARKER: DV = VERTICAL CONTROL DISK
 DK6340_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DK6340_SP_SET: BRIDGE RAILING
 DK6340_STAMPING: 2735 Q 1993
 DK6340_MARK LOGO: MNDT
 DK6340_MAGNETIC: N = NO MAGNETIC MATERIAL
 DK6340_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DK6340_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DK6340+SATELLITE: SATELLITE OBSERVATIONS - April 03, 2012
 DK6340
 DK6340  HISTORY     - Date     Condition        Report By
 DK6340  HISTORY     - 19930505 MONUMENTED       MNDT
 DK6340  HISTORY     - 20080626 MARK NOT FOUND   MNDT
 DK6340  HISTORY     - 20120403 GOOD             MNDT
 DK6340
 DK6340                          STATION DESCRIPTION
 DK6340
 DK6340'DESCRIBED BY MN DEPT OF TRANSP 1993
 DK6340'THE MARK IS LOCATED ABOUT 9.3 MI (14.9 KM) SOUTHWEST OF NEW BRIGHTON,
 DK6340'6.8 MI (11.0 KM) EAST-NORTHEAST OF HOPKINS AND 3.9 MI (6.3 KM) WEST OF
 DK6340'MINNEAPOLIS.
 DK6340'
 DK6340'THE MARK IS LOCATED IN THE TOWN OF GOLDEN VALLEY, IN THE BRIDGE
 DK6340'RAILING AT THE SOUTHEAST CORNER OF TRUNK HIGHWAY 100 BRIDGE NUMBER
 DK6340'27791 (GLENWOOD AVENUE ON RAMP FOR SOUTH BOUND TRUNK HIGHWAY 100) OVER
 DK6340'TRUNK HIGHWAY 100 EXIT RAMP TO FAI 394, AT TH 100 MILEPOST 8.3, 0.4 MI
 DK6340'(0.6 KM) NORTH OF FAI 394, 13.0 FT (4.0 M) EAST OF RAMP FOR SOUTHBOUND
 DK6340'TH 100.
 DK6340
 DK6340                          STATION RECOVERY (2008)
 DK6340
 DK6340'RECOVERY NOTE BY MN DEPT OF TRANSP 2008 (PJG)
 DK6340'THE MARK WAS NOT RECOVERED.
 DK6340
 DK6340                          STATION RECOVERY (2012)
 DK6340
 DK6340'RECOVERY NOTE BY MN DEPT OF TRANSP 2012 (KMS)
 DK6340'IN GOLDEN VALLEY, IN BRIDGE RAILING IN SOUTHEAST CORNER OF TRUNK
 DK6340'HIGHWAY 100 BRIDGE NUMBER 27791 OVER TRUNK HIGHWAY 100 EXIT RAMP TO
 DK6340'INTERSTATE HIGHWAY 394 (GLENWOOD AVENUE ENTRANCE RAMP FOR SOUTHBOUND
 DK6340'TRUNK HIGHWAY 100), 0.4 MI (0.6 KM) NORTH ALONG TRUNK HIGHWAY 100
 DK6340'FROM THE JUNCTION OF TRUNK HIGHWAY 100 AND INTERSTATE HIGHWAY 394, AT
 DK6340'TRUNK HIGHWAY 100 MILE POINT 8.3, 13.0 FT (4.0 M) EAST OF RAMP FOR
 DK6340'SOUTHBOUND TRUNK HIGHWAY 100.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DK6333 ***********************************************************************
 DK6333  DESIGNATION -  2735 R
 DK6333  PID         -  DK6333
 DK6333  STATE/COUNTY-  MN/HENNEPIN
 DK6333  COUNTRY     -  US
 DK6333  USGS QUAD   -  MINNEAPOLIS SOUTH (2019)
 DK6333
 DK6333                         *CURRENT SURVEY CONTROL
 DK6333  ______________________________________________________________________
 DK6333* NAD 83(1986) POSITION- 44 58 15.92   (N) 093 20 25.69   (W)   HD_HELD1
 DK6333* NAVD 88 ORTHO HEIGHT -   277.457 (meters)      910.29  (feet) ADJUSTED
 DK6333  ______________________________________________________________________
 DK6333  GEOID HEIGHT    -        -27.047 (meters)                     GEOID18
 DK6333  DYNAMIC HEIGHT  -        277.451 (meters)      910.27  (feet) COMP
 DK6333  MODELED GRAVITY -    980,587.3   (mgal)                       NAVD 88
 DK6333
 DK6333  VERT ORDER      -  SECOND    CLASS I
 DK6333
 DK6333.The horizontal coordinates were determined by differentially corrected
 DK6333.hand held GPS observations or other comparable positioning techniques
 DK6333.and have an estimated accuracy of +/- 3 meters.
 DK6333
 DK6333.The orthometric height was determined by differential leveling and
 DK6333.adjusted by the NATIONAL GEODETIC SURVEY
 DK6333.in May 2010.
 DK6333
 DK6333.Significant digits in the geoid height do not necessarily reflect accuracy.
 DK6333.GEOID18 height accuracy estimate available here.
 DK6333
 DK6333.Click photographs - Photos may exist for this station.
 DK6333
 DK6333.The dynamic height is computed by dividing the NAVD 88
 DK6333.geopotential number by the normal gravity value computed on the
 DK6333.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK6333.degrees latitude (g = 980.6199 gals.).
 DK6333
 DK6333.The modeled gravity was interpolated from observed gravity values.
 DK6333
 DK6333;                    North         East    Units  Estimated Accuracy
 DK6333;SPC MN S     -   319,223.9     852,025.2     MT  (+/- 3 meters HH1 GPS) 
 DK6333
 DK6333_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK7315279795(NAD 83)
 DK6333
 DK6333                          SUPERSEDED SURVEY CONTROL
 DK6333
 DK6333.No superseded survey control is available for this station.
 DK6333
 DK6333_MARKER: DV = VERTICAL CONTROL DISK
 DK6333_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DK6333_SP_SET: BRIDGE RAILING
 DK6333_STAMPING: 2735 R 1993
 DK6333_MARK LOGO: MNDT
 DK6333_MAGNETIC: N = NO MAGNETIC MATERIAL
 DK6333_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DK6333_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DK6333+SATELLITE: SATELLITE OBSERVATIONS - June 04, 2014
 DK6333
 DK6333  HISTORY     - Date     Condition        Report By
 DK6333  HISTORY     - 19930505 MONUMENTED       MNDT
 DK6333  HISTORY     - 20120404 GOOD             MNDT
 DK6333  HISTORY     - 20140604 GOOD             MNDT
 DK6333
 DK6333                          STATION DESCRIPTION
 DK6333
 DK6333'DESCRIBED BY MN DEPT OF TRANSP 1993
 DK6333'THE MARK IS LOCATED ABOUT 9.2 MI (14.9 KM) NORTH-NORTHWEST OF
 DK6333'BLOOMINGTON, 6.8 MI (10.9 KM) EAST-NORTHEAST OF HOPKINS AND 3.8 MI
 DK6333'(6.1 KM) WEST OF MINNEAPOLIS IN THE TOWN OF GOLDEN VALLEY, IN THE
 DK6333'BRIDGE RAILING AT THE NORTHEAST CORNER OF TRUNK HIGHWAY 100 BRIDGE
 DK6333'NUMBER 27752 OVER FAI 394, AT TRUNK HIGHWAY 100 MILEPOST 7.8, AT THE
 DK6333'JUNCTION OF FAI 394 AND TRUNK HIGHWAY 100.
 DK6333
 DK6333                          STATION RECOVERY (2012)
 DK6333
 DK6333'RECOVERY NOTE BY MN DEPT OF TRANSP 2012 (KMS)
 DK6333'IN GOLDEN VALLEY, IN BRIDGE RAILING IN NORTHEAST CORNER OF TRUNK
 DK6333'HIGHWAY 100 BRIDGE NUMBER 27752 OVER INTERSTATE HIGHWAY 394, AT THE
 DK6333'JUNCTION OF HIGHWAY 100 AND INTERSTATE TRUNK HIGHWAY 394, AT TRUNK
 DK6333'HIGHWAY 100 MILE POINT 7.8.
 DK6333
 DK6333                          STATION RECOVERY (2014)
 DK6333
 DK6333'RECOVERY NOTE BY MN DEPT OF TRANSP 2014 (JAM)
 DK6333'IN GOLDEN VALLEY, IN BRIDGE RAILING IN NORTHEAST CORNER OF TRUNK
 DK6333'HIGHWAY 100 BRIDGE NUMBER 27752 OVER INTERSTATE HIGHWAY 394, AT THE
 DK6333'JUNCTION OF HIGHWAY 100 AND INTERSTATE TRUNK HIGHWAY 394, AT TRUNK
 DK6333'HIGHWAY 100 MILE POINT 7.8.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DK6358 ***********************************************************************
 DK6358  DESIGNATION -  2735 S
 DK6358  PID         -  DK6358
 DK6358  STATE/COUNTY-  MN/HENNEPIN
 DK6358  COUNTRY     -  US
 DK6358  USGS QUAD   -  MINNEAPOLIS SOUTH (2019)
 DK6358
 DK6358                         *CURRENT SURVEY CONTROL
 DK6358  ______________________________________________________________________
 DK6358* NAD 83(1986) POSITION- 44 58 06.45   (N) 093 20 29.14   (W)   HD_HELD1
 DK6358* NAVD 88 ORTHO HEIGHT -   276.437 (meters)      906.94  (feet) ADJUSTED
 DK6358  ______________________________________________________________________
 DK6358  GEOID HEIGHT    -        -27.044 (meters)                     GEOID18
 DK6358  DYNAMIC HEIGHT  -        276.431 (meters)      906.92  (feet) COMP
 DK6358  MODELED GRAVITY -    980,586.8   (mgal)                       NAVD 88
 DK6358
 DK6358  VERT ORDER      -  SECOND    CLASS I
 DK6358
 DK6358.The horizontal coordinates were determined by differentially corrected
 DK6358.hand held GPS observations or other comparable positioning techniques
 DK6358.and have an estimated accuracy of +/- 3 meters.
 DK6358
 DK6358.The orthometric height was determined by differential leveling and
 DK6358.adjusted by the NATIONAL GEODETIC SURVEY
 DK6358.in May 2010.
 DK6358
 DK6358.Significant digits in the geoid height do not necessarily reflect accuracy.
 DK6358.GEOID18 height accuracy estimate available here.
 DK6358
 DK6358.Click photographs - Photos may exist for this station.
 DK6358
 DK6358.The dynamic height is computed by dividing the NAVD 88
 DK6358.geopotential number by the normal gravity value computed on the
 DK6358.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK6358.degrees latitude (g = 980.6199 gals.).
 DK6358
 DK6358.The modeled gravity was interpolated from observed gravity values.
 DK6358
 DK6358;                    North         East    Units  Estimated Accuracy
 DK6358;SPC MN S     -   318,930.9     851,951.9     MT  (+/- 3 meters HH1 GPS) 
 DK6358
 DK6358_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK7307579503(NAD 83)
 DK6358
 DK6358                          SUPERSEDED SURVEY CONTROL
 DK6358
 DK6358.No superseded survey control is available for this station.
 DK6358
 DK6358_MARKER: DV = VERTICAL CONTROL DISK
 DK6358_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DK6358_SP_SET: BRIDGE RAILING
 DK6358_STAMPING: 2735 S 1993
 DK6358_MARK LOGO: MNDT
 DK6358_MAGNETIC: N = NO MAGNETIC MATERIAL
 DK6358_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DK6358_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DK6358+SATELLITE: SATELLITE OBSERVATIONS - April 04, 2012
 DK6358
 DK6358  HISTORY     - Date     Condition        Report By
 DK6358  HISTORY     - 19930505 MONUMENTED       MNDT
 DK6358  HISTORY     - 20120404 GOOD             MNDT
 DK6358
 DK6358                          STATION DESCRIPTION
 DK6358
 DK6358'DESCRIBED BY MN DEPT OF TRANSP 1993
 DK6358'THE MARK IS LOCATED ABOUT 9.1 MI (14.6 KM) NORTH-NORTHWEST OF
 DK6358'BLOOMINGTON, 6.7 MI (10.7 KM) EAST-NORTHEAST OF HOPKINS AND 3.9 MI
 DK6358'(6.3 KM) WEST-SOUTHWEST OF MINNEAPOLIS IN THE TOWN OF GOLDEN VALLEY,
 DK6358'IN THE BRIDGE RAILING AT THE SOUTHEAST CORNER OF TRUNK HIGHWAY 100
 DK6358'BRIDGE NUMBER 27749 OVER SOUTH FRONTAGE ROAD, AT TRUNK HIGHWAY 100
 DK6358'MILEPOST 7.6, 0.1 MI (0.2 KM) SOUTH OF FAI 394.
 DK6358
 DK6358                          STATION RECOVERY (2012)
 DK6358
 DK6358'RECOVERY NOTE BY MN DEPT OF TRANSP 2012 (KMS)
 DK6358'IN GOLDEN VALLEY, IN BRIDGE RAILING IN SOUTHEAST CORNER OF TRUNK
 DK6358'HIGHWAY 100 BRIDGE NUMBER 27749 OVER SOUTH FRONTAGE ROAD, 0.1 MI (0.2
 DK6358'KM) SOUTH ALONG TRUNK HIGHWAY 100  FROM THE JUNCTION OF TRUNK HIGHWAY
 DK6358'100 AND INTERSTATE HIGHWAY 394, AT TRUNK HIGHWAY 100 MILE POINT 7.6.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DK6355 ***********************************************************************
 DK6355  DESIGNATION -  2735 T
 DK6355  PID         -  DK6355
 DK6355  STATE/COUNTY-  MN/HENNEPIN
 DK6355  COUNTRY     -  US
 DK6355  USGS QUAD   -  MINNEAPOLIS SOUTH (2019)
 DK6355
 DK6355                         *CURRENT SURVEY CONTROL
 DK6355  ______________________________________________________________________
 DK6355* NAD 83(1986) POSITION- 44 58 06.79   (N) 093 20 31.05   (W)   HD_HELD1
 DK6355* NAVD 88 ORTHO HEIGHT -   277.059 (meters)      908.98  (feet) ADJUSTED
 DK6355  ______________________________________________________________________
 DK6355  GEOID HEIGHT    -        -27.044 (meters)                     GEOID18
 DK6355  DYNAMIC HEIGHT  -        277.053 (meters)      908.96  (feet) COMP
 DK6355  MODELED GRAVITY -    980,586.4   (mgal)                       NAVD 88
 DK6355
 DK6355  VERT ORDER      -  SECOND    CLASS I
 DK6355
 DK6355.The horizontal coordinates were determined by differentially corrected
 DK6355.hand held GPS observations or other comparable positioning techniques
 DK6355.and have an estimated accuracy of +/- 3 meters.
 DK6355
 DK6355.The orthometric height was determined by differential leveling and
 DK6355.adjusted by the NATIONAL GEODETIC SURVEY
 DK6355.in May 2010.
 DK6355
 DK6355.Significant digits in the geoid height do not necessarily reflect accuracy.
 DK6355.GEOID18 height accuracy estimate available here.
 DK6355
 DK6355.Click photographs - Photos may exist for this station.
 DK6355
 DK6355.The dynamic height is computed by dividing the NAVD 88
 DK6355.geopotential number by the normal gravity value computed on the
 DK6355.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK6355.degrees latitude (g = 980.6199 gals.).
 DK6355
 DK6355.The modeled gravity was interpolated from observed gravity values.
 DK6355
 DK6355;                    North         East    Units  Estimated Accuracy
 DK6355;SPC MN S     -   318,941.1     851,910.0     MT  (+/- 3 meters HH1 GPS) 
 DK6355
 DK6355_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK7303379513(NAD 83)
 DK6355
 DK6355                          SUPERSEDED SURVEY CONTROL
 DK6355
 DK6355.No superseded survey control is available for this station.
 DK6355
 DK6355_MARKER: DV = VERTICAL CONTROL DISK
 DK6355_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DK6355_SP_SET: BRIDGE RAILING
 DK6355_STAMPING: 2735 T 1993
 DK6355_MARK LOGO: MNDT
 DK6355_MAGNETIC: N = NO MAGNETIC MATERIAL
 DK6355_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DK6355_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DK6355+SATELLITE: SATELLITE OBSERVATIONS - April 03, 2012
 DK6355
 DK6355  HISTORY     - Date     Condition        Report By
 DK6355  HISTORY     - 19930505 MONUMENTED       MNDT
 DK6355  HISTORY     - 20120403 GOOD             MNDT
 DK6355
 DK6355                          STATION DESCRIPTION
 DK6355
 DK6355'DESCRIBED BY MN DEPT OF TRANSP 1993
 DK6355'THE MARK IS LOCATED ABOUT 8.9 MI (14.3 KM) NORTH-NORTHWEST OF
 DK6355'BLOOMINGTON, 6.4 MI (10.4 KM) EAST-NORTHEAST OF HOPKINS AND 4.1 MI
 DK6355'(6.5 KM) WEST-SOUTHWEST OF MINNEAPOLIS IN THE TOWN OF ST LOUIS PARK,
 DK6355'IN THE BRIDGE RAILING AT THE SOUTHEAST CORNER OF TRUNK HIGHWAY 100
 DK6355'BRIDGE NUMBER 27790 (SOUTH BOUND TRUNK HIGHWAY 100 OFF RAMP FOR
 DK6355'FRONTAGE RD) OVER FRONTAGE ROAD, AT TRUNK HIGHWAY 100 MILEPOST 7.65,
 DK6355'0.1 MI (0.2 KM) SOUTH OF THE JUNCTION OF FAI 394.
 DK6355
 DK6355                          STATION RECOVERY (2012)
 DK6355
 DK6355'RECOVERY NOTE BY MN DEPT OF TRANSP 2012 (KMS)
 DK6355'IN SAINT LOUIS PARK, IN BRIDGE RAILING IN SOUTHEAST CORNER OF TRUNK
 DK6355'HIGHWAY 100 BRIDGE NUMBER 27790 OVER FRONTAGE ROAD (SOUTHBOUND TRUNK
 DK6355'HIGHWAY 100 OFF RAMP FOR FRONTAGE ROAD), 0.1 MI (0.2 KM) SOUTH ALONG
 DK6355'TRUNK HIGHWAY 100  FROM THE JUNCTION OF TRUNK HIGHWAY 100 AND
 DK6355'INTERSTATE HIGHWAY 394, AT TRUNK HIGHWAY 100 MILE POINT 7.65.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DK3856 ***********************************************************************
 DK3856  DESIGNATION -  2735 U
 DK3856  PID         -  DK3856
 DK3856  STATE/COUNTY-  MN/HENNEPIN
 DK3856  COUNTRY     -  US
 DK3856  USGS QUAD   -  MINNEAPOLIS SOUTH (2019)
 DK3856
 DK3856                         *CURRENT SURVEY CONTROL
 DK3856  ______________________________________________________________________
 DK3856* NAD 83(1986) POSITION- 44 58 49.65   (N) 093 20 51.61   (W)   HD_HELD1
 DK3856* NAVD 88 ORTHO HEIGHT -   268.828 (meters)      881.98  (feet) ADJUSTED
 DK3856  ______________________________________________________________________
 DK3856  GEOID HEIGHT    -        -27.043 (meters)                     GEOID18
 DK3856  DYNAMIC HEIGHT  -        268.822 (meters)      881.96  (feet) COMP
 DK3856  MODELED GRAVITY -    980,589.6   (mgal)                       NAVD 88
 DK3856
 DK3856  VERT ORDER      -  SECOND    CLASS I
 DK3856
 DK3856.The horizontal coordinates were determined by differentially corrected
 DK3856.hand held GPS observations or other comparable positioning techniques
 DK3856.and have an estimated accuracy of +/- 3 meters.
 DK3856
 DK3856.The orthometric height was determined by differential leveling and
 DK3856.adjusted by the NATIONAL GEODETIC SURVEY
 DK3856.in May 2010.
 DK3856
 DK3856.Significant digits in the geoid height do not necessarily reflect accuracy.
 DK3856.GEOID18 height accuracy estimate available here.
 DK3856
 DK3856.Click photographs - Photos may exist for this station.
 DK3856
 DK3856.The dynamic height is computed by dividing the NAVD 88
 DK3856.geopotential number by the normal gravity value computed on the
 DK3856.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK3856.degrees latitude (g = 980.6199 gals.).
 DK3856
 DK3856.The modeled gravity was interpolated from observed gravity values.
 DK3856
 DK3856;                    North         East    Units  Estimated Accuracy
 DK3856;SPC MN S     -   320,260.5     851,448.9     MT  (+/- 3 meters HH1 GPS) 
 DK3856
 DK3856_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK7258980838(NAD 83)
 DK3856
 DK3856                          SUPERSEDED SURVEY CONTROL
 DK3856
 DK3856.No superseded survey control is available for this station.
 DK3856
 DK3856_MARKER: DD = SURVEY DISK
 DK3856_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DK3856_SP_SET: BRIDGE RAILING
 DK3856_STAMPING: 2735 U 2005
 DK3856_MARK LOGO: MNDT
 DK3856_MAGNETIC: N = NO MAGNETIC MATERIAL
 DK3856_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DK3856_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DK3856+SATELLITE: SATELLITE OBSERVATIONS - April 03, 2012
 DK3856
 DK3856  HISTORY     - Date     Condition        Report By
 DK3856  HISTORY     - 20051114 MONUMENTED       MNDT
 DK3856  HISTORY     - 20120403 GOOD             MNDT
 DK3856
 DK3856                          STATION DESCRIPTION
 DK3856
 DK3856'DESCRIBED BY MN DEPT OF TRANSP 2005
 DK3856'IN GOLDEN VALLEY, IN BRIDGE RAILING IN SOUTHEAST CORNER OF NORTH BOUND
 DK3856'TRUNK HIGHWAY 100 BRIDGE NUMBER 27254 OVER RAIL ROAD, SOUTH ALONG
 DK3856'TRUNK HIGHWAY 100 FROM THE JUNCTION OF NORTH BOUND TRUNK HIGHWAY 100
 DK3856'AND TRUNK HIGHWAY 55 IN GOLDEN VALLEY, AT TRUNK HIGHWAY 100 NORTH
 DK3856'BOUND MILE POINT 8.55, 34.0 FT (10.4 M) EAST-NORTHEAST OF TRUNK
 DK3856'HIGHWAY 100.
 DK3856
 DK3856                          STATION RECOVERY (2012)
 DK3856
 DK3856'RECOVERY NOTE BY MN DEPT OF TRANSP 2012 (KMS)
 DK3856'IN GOLDEN VALLEY, IN BRIDGE RAILING IN SOUTHEAST CORNER OF NORTHBOUND
 DK3856'TRUNK HIGHWAY 100 BRIDGE NUMBER 27254 OVER RAILROAD TRACKS, SOUTH
 DK3856'ALONG TRUNK HIGHWAY 100  FROM THE JUNCTION OF TRUNK HIGHWAY 100 AND
 DK3856'TRUNK HIGHWAY 55 IN GOLDEN VALLEY, AT TRUNK HIGHWAY 100 NORTHBOUND
 DK3856'MILE POINT 8.55, 34.0 FT (10.4 M) EAST-NORTHEAST OF TRUNK HIGHWAY 100.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DK3857 ***********************************************************************
 DK3857  DESIGNATION -  2735 V
 DK3857  PID         -  DK3857
 DK3857  STATE/COUNTY-  MN/HENNEPIN
 DK3857  COUNTRY     -  US
 DK3857  USGS QUAD   -  MINNEAPOLIS SOUTH (2019)
 DK3857
 DK3857                         *CURRENT SURVEY CONTROL
 DK3857  ______________________________________________________________________
 DK3857* NAD 83(1986) POSITION- 44 59 03.07   (N) 093 20 55.82   (W)   HD_HELD1
 DK3857* NAVD 88 ORTHO HEIGHT -   274.592 (meters)      900.89  (feet) ADJUSTED
 DK3857  ______________________________________________________________________
 DK3857  GEOID HEIGHT    -        -27.044 (meters)                     GEOID18
 DK3857  DYNAMIC HEIGHT  -        274.587 (meters)      900.87  (feet) COMP
 DK3857  MODELED GRAVITY -    980,590.3   (mgal)                       NAVD 88
 DK3857
 DK3857  VERT ORDER      -  SECOND    CLASS I
 DK3857
 DK3857.The horizontal coordinates were determined by differentially corrected
 DK3857.hand held GPS observations or other comparable positioning techniques
 DK3857.and have an estimated accuracy of +/- 3 meters.
 DK3857
 DK3857.The orthometric height was determined by differential leveling and
 DK3857.adjusted by the NATIONAL GEODETIC SURVEY
 DK3857.in May 2010.
 DK3857
 DK3857.Significant digits in the geoid height do not necessarily reflect accuracy.
 DK3857.GEOID18 height accuracy estimate available here.
 DK3857
 DK3857.Click photographs - Photos may exist for this station.
 DK3857
 DK3857.The dynamic height is computed by dividing the NAVD 88
 DK3857.geopotential number by the normal gravity value computed on the
 DK3857.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK3857.degrees latitude (g = 980.6199 gals.).
 DK3857
 DK3857.The modeled gravity was interpolated from observed gravity values.
 DK3857
 DK3857;                    North         East    Units  Estimated Accuracy
 DK3857;SPC MN S     -   320,674.0     851,353.4     MT  (+/- 3 meters HH1 GPS) 
 DK3857
 DK3857_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK7249881252(NAD 83)
 DK3857
 DK3857                          SUPERSEDED SURVEY CONTROL
 DK3857
 DK3857.No superseded survey control is available for this station.
 DK3857
 DK3857_MARKER: DD = SURVEY DISK
 DK3857_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DK3857_SP_SET: BRIDGE RAILING
 DK3857_STAMPING: 2735 V 2005
 DK3857_MARK LOGO: MNDT
 DK3857_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DK3857_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DK3857_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DK3857+SATELLITE: SATELLITE OBSERVATIONS - April 03, 2012
 DK3857
 DK3857  HISTORY     - Date     Condition        Report By
 DK3857  HISTORY     - 20051114 MONUMENTED       MNDT
 DK3857  HISTORY     - 20080626 GOOD             MNDT
 DK3857  HISTORY     - 20120403 GOOD             MNDT
 DK3857
 DK3857                          STATION DESCRIPTION
 DK3857
 DK3857'DESCRIBED BY MN DEPT OF TRANSP 2005
 DK3857'IN GOLDEN VALLEY, IN BRIDGE RAILING IN SOUTHEAST CORNER OF NORTH BOUND
 DK3857'TRUNK HIGHWAY 100 BRIDGE NUMBER 27121 OVER TRUNK HIGHWAY 55, AT THE
 DK3857'JUNCTION OF NORTH BOUND TRUNK HIGHWAY 100 AND TRUNK HIGHWAY 55 IN
 DK3857'GOLDEN VALLEY, AT TRUNK HIGHWAY 100 MILE POINT 8.85, 34.0 FT (10.4 M)
 DK3857'EAST OF NORTH BOUND TRUNK HIGHWAY 100.
 DK3857
 DK3857                          STATION RECOVERY (2008)
 DK3857
 DK3857'RECOVERY NOTE BY MN DEPT OF TRANSP 2008 (PJG)
 DK3857'RECOVERED AS DESCRIBED.
 DK3857
 DK3857                          STATION RECOVERY (2012)
 DK3857
 DK3857'RECOVERY NOTE BY MN DEPT OF TRANSP 2012 (KMS)
 DK3857'IN GOLDEN VALLEY, IN BRIDGE RAILING IN SOUTHEAST CORNER OF NORTHBOUND
 DK3857'TRUNK HIGHWAY 100 BRIDGE NUMBER 27121 OVER TRUNK HIGHWAY 55, AT THE
 DK3857'JUNCTION OF NORTHBOUND TRUNK HIGHWAY 100 AND TRUNK HIGHWAY 55, AT
 DK3857'TRUNK HIGHWAY 100 MILE POINT 8.85, 34.0 FT (10.4 M) EAST OF NORTHBOUND
 DK3857'TRUNK HIGHWAY 100.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DK6328 ***********************************************************************
 DK6328  DESIGNATION -  2735 VP
 DK6328  PID         -  DK6328
 DK6328  STATE/COUNTY-  MN/HENNEPIN
 DK6328  COUNTRY     -  US
 DK6328  USGS QUAD   -  MINNEAPOLIS SOUTH (2019)
 DK6328
 DK6328                         *CURRENT SURVEY CONTROL
 DK6328  ______________________________________________________________________
 DK6328* NAD 83(1986) POSITION- 44 57 57.52   (N) 093 20 33.22   (W)   HD_HELD1
 DK6328* NAVD 88 ORTHO HEIGHT -   277.428 (meters)      910.20  (feet) ADJUSTED
 DK6328  ______________________________________________________________________
 DK6328  GEOID HEIGHT    -        -27.041 (meters)                     GEOID18
 DK6328  DYNAMIC HEIGHT  -        277.422 (meters)      910.18  (feet) COMP
 DK6328  MODELED GRAVITY -    980,586.4   (mgal)                       NAVD 88
 DK6328
 DK6328  VERT ORDER      -  SECOND    CLASS I
 DK6328
 DK6328.The horizontal coordinates were determined by differentially corrected
 DK6328.hand held GPS observations or other comparable positioning techniques
 DK6328.and have an estimated accuracy of +/- 3 meters.
 DK6328
 DK6328.The orthometric height was determined by differential leveling and
 DK6328.adjusted by the NATIONAL GEODETIC SURVEY
 DK6328.in May 2010.
 DK6328
 DK6328.Significant digits in the geoid height do not necessarily reflect accuracy.
 DK6328.GEOID18 height accuracy estimate available here.
 DK6328
 DK6328.Click photographs - Photos may exist for this station.
 DK6328
 DK6328.The dynamic height is computed by dividing the NAVD 88
 DK6328.geopotential number by the normal gravity value computed on the
 DK6328.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK6328.degrees latitude (g = 980.6199 gals.).
 DK6328
 DK6328.The modeled gravity was interpolated from observed gravity values.
 DK6328
 DK6328;                    North         East    Units  Estimated Accuracy
 DK6328;SPC MN S     -   318,654.6     851,864.7     MT  (+/- 3 meters HH1 GPS) 
 DK6328
 DK6328_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK7298479228(NAD 83)
 DK6328
 DK6328                          SUPERSEDED SURVEY CONTROL
 DK6328
 DK6328.No superseded survey control is available for this station.
 DK6328
 DK6328_MARKER: DV = VERTICAL CONTROL DISK
 DK6328_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DK6328_SP_SET: BRIDGE RAILING
 DK6328_STAMPING: 2735 VP 1993
 DK6328_MARK LOGO: MNDT
 DK6328_MAGNETIC: N = NO MAGNETIC MATERIAL
 DK6328_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DK6328_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DK6328+SATELLITE: SATELLITE OBSERVATIONS - April 04, 2012
 DK6328
 DK6328  HISTORY     - Date     Condition        Report By
 DK6328  HISTORY     - 19930505 MONUMENTED       MNDT
 DK6328  HISTORY     - 20120404 GOOD             MNDT
 DK6328
 DK6328                          STATION DESCRIPTION
 DK6328
 DK6328'DESCRIBED BY MN DEPT OF TRANSP 1993
 DK6328'THE MARK IS LOCATED ABOUT 8.9 MI (14.4 KM) NORTH-NORTHWEST OF
 DK6328'BLOOMINGTON, 6.5 MI (10.5 KM) EAST-NORTHEAST OF HOPKINS AND 4.0 MI
 DK6328'(6.4 KM) WEST-SOUTHWEST OF MINNEAPOLIS IN THE TOWN OF ST LOUIS PARK,
 DK6328'IN THE BRIDGE RAILING AT THE NORTHEAST CORNER OF TRUNK HIGHWAY 100
 DK6328'BRIDGE NUMBER 27788 (NORTH BOUND TRUNK HIGHWAY 100 OFF RAMP TO EAST
 DK6328'BOUND FAI 394) OVER ON RAMP TO NORTH BOUND TRUNK HIGHWAY 100, AT TH
 DK6328'100 MILEPOST 7.35, 0.4 MI (0.6 KM) SOUTH OF FAI 394.
 DK6328
 DK6328                          STATION RECOVERY (2012)
 DK6328
 DK6328'RECOVERY NOTE BY MN DEPT OF TRANSP 2012 (KMS)
 DK6328'IN SAINT LOUIS PARK, IN BRIDGE RAILING AT NORTHEAST CORNER OF TRUNK
 DK6328'HIGHWAY 100 BRIDGE NUMBER 27788 OVER ON RAMP TO EASTBOUND INTERSTATE
 DK6328'HIGHWAY 394 (NORTHBOUND TRUNK HIGHWAY 100 OFF RAMP TO EASTBOUND
 DK6328'INTERSTATE HIGHWAY 394), AT TRUNK HIGHWAY 100 MILE POINT 7.35, 0.4 MI
 DK6328'(0.6 KM) SOUTH OF INTERSTATE HIGHWAY 394.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DK3858 ***********************************************************************
 DK3858  DESIGNATION -  2735 W
 DK3858  PID         -  DK3858
 DK3858  STATE/COUNTY-  MN/HENNEPIN
 DK3858  COUNTRY     -  US
 DK3858  USGS QUAD   -  MINNEAPOLIS SOUTH (2019)
 DK3858
 DK3858                         *CURRENT SURVEY CONTROL
 DK3858  ______________________________________________________________________
 DK3858* NAD 83(1986) POSITION- 44 59 17.54   (N) 093 20 59.51   (W)   HD_HELD1
 DK3858* NAVD 88 ORTHO HEIGHT -   274.251 (meters)      899.77  (feet) ADJUSTED
 DK3858  ______________________________________________________________________
 DK3858  GEOID HEIGHT    -        -27.046 (meters)                     GEOID18
 DK3858  DYNAMIC HEIGHT  -        274.246 (meters)      899.76  (feet) COMP
 DK3858  MODELED GRAVITY -    980,591.0   (mgal)                       NAVD 88
 DK3858
 DK3858  VERT ORDER      -  SECOND    CLASS I
 DK3858
 DK3858.The horizontal coordinates were determined by differentially corrected
 DK3858.hand held GPS observations or other comparable positioning techniques
 DK3858.and have an estimated accuracy of +/- 3 meters.
 DK3858
 DK3858.The orthometric height was determined by differential leveling and
 DK3858.adjusted by the NATIONAL GEODETIC SURVEY
 DK3858.in May 2010.
 DK3858
 DK3858.No vertical observational check was made to the station.
 DK3858
 DK3858.Significant digits in the geoid height do not necessarily reflect accuracy.
 DK3858.GEOID18 height accuracy estimate available here.
 DK3858
 DK3858.Click photographs - Photos may exist for this station.
 DK3858
 DK3858.The dynamic height is computed by dividing the NAVD 88
 DK3858.geopotential number by the normal gravity value computed on the
 DK3858.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK3858.degrees latitude (g = 980.6199 gals.).
 DK3858
 DK3858.The modeled gravity was interpolated from observed gravity values.
 DK3858
 DK3858;                    North         East    Units  Estimated Accuracy
 DK3858;SPC MN S     -   321,120.0     851,269.0     MT  (+/- 3 meters HH1 GPS) 
 DK3858
 DK3858_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK7241981699(NAD 83)
 DK3858
 DK3858                          SUPERSEDED SURVEY CONTROL
 DK3858
 DK3858.No superseded survey control is available for this station.
 DK3858
 DK3858_MARKER: DD = SURVEY DISK
 DK3858_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DK3858_SP_SET: BRIDGE WALKWAY
 DK3858_STAMPING: 2735 W 2005
 DK3858_MARK LOGO: MNDT
 DK3858_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DK3858_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DK3858_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DK3858+SATELLITE: SATELLITE OBSERVATIONS - April 09, 2012
 DK3858
 DK3858  HISTORY     - Date     Condition        Report By
 DK3858  HISTORY     - 20051114 MONUMENTED       MNDT
 DK3858  HISTORY     - 20080626 GOOD             MNDT
 DK3858  HISTORY     - 20120409 GOOD             MNDT
 DK3858
 DK3858                          STATION DESCRIPTION
 DK3858
 DK3858'DESCRIBED BY MN DEPT OF TRANSP 2005
 DK3858'IN GOLDEN VALLEY, IN BRIDGE WALKWAY IN NORTHWEST CORNER OF BRIDGE
 DK3858'NUMBER 27259 OVER RAIL ROAD, 0.15 MI (0.2 KM) NORTH ALONG TRUNK
 DK3858'HIGHWAY 100 FROM THE JUNCTION OF TRUNK HIGHWAY 100 AND TRUNK HIGHWAY
 DK3858'55 IN GOLDEN VALLEY, AT TRUNK HIGHWAY 100 MILE POINT 9.00, 13.9 FT
 DK3858'(4.2 M) WEST OF LILAC DRIVE NORTH, 3.0 FT (0.9 M) EAST OF THE
 DK3858'NORTHWEST CORNER OF BRIDGE RAILING.
 DK3858
 DK3858                          STATION RECOVERY (2008)
 DK3858
 DK3858'RECOVERY NOTE BY MN DEPT OF TRANSP 2008 (PJG)
 DK3858'RECOVERED AS DESCRIBED.
 DK3858
 DK3858                          STATION RECOVERY (2012)
 DK3858
 DK3858'RECOVERY NOTE BY MN DEPT OF TRANSP 2012 (KMS)
 DK3858'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DK6326 ***********************************************************************
 DK6326  DESIGNATION -  2735 X
 DK6326  PID         -  DK6326
 DK6326  STATE/COUNTY-  MN/HENNEPIN
 DK6326  COUNTRY     -  US
 DK6326  USGS QUAD   -  MINNEAPOLIS SOUTH (2019)
 DK6326
 DK6326                         *CURRENT SURVEY CONTROL
 DK6326  ______________________________________________________________________
 DK6326* NAD 83(1986) POSITION- 44 57 20.02   (N) 093 20 52.81   (W)   HD_HELD1
 DK6326* NAVD 88 ORTHO HEIGHT -   271.706 (meters)      891.42  (feet) ADJUSTED
 DK6326  ______________________________________________________________________
 DK6326  GEOID HEIGHT    -        -27.029 (meters)                     GEOID18
 DK6326  DYNAMIC HEIGHT  -        271.700 (meters)      891.40  (feet) COMP
 DK6326  MODELED GRAVITY -    980,584.8   (mgal)                       NAVD 88
 DK6326
 DK6326  VERT ORDER      -  SECOND    CLASS I
 DK6326
 DK6326.The horizontal coordinates were determined by differentially corrected
 DK6326.hand held GPS observations or other comparable positioning techniques
 DK6326.and have an estimated accuracy of +/- 3 meters.
 DK6326
 DK6326.The orthometric height was determined by differential leveling and
 DK6326.adjusted by the NATIONAL GEODETIC SURVEY
 DK6326.in May 2010.
 DK6326
 DK6326.Significant digits in the geoid height do not necessarily reflect accuracy.
 DK6326.GEOID18 height accuracy estimate available here.
 DK6326
 DK6326.Click photographs - Photos may exist for this station.
 DK6326
 DK6326.The dynamic height is computed by dividing the NAVD 88
 DK6326.geopotential number by the normal gravity value computed on the
 DK6326.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK6326.degrees latitude (g = 980.6199 gals.).
 DK6326
 DK6326.The modeled gravity was interpolated from observed gravity values.
 DK6326
 DK6326;                    North         East    Units  Estimated Accuracy
 DK6326;SPC MN S     -   317,493.6     851,444.7     MT  (+/- 3 meters HH1 GPS) 
 DK6326
 DK6326_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK7255078072(NAD 83)
 DK6326
 DK6326                          SUPERSEDED SURVEY CONTROL
 DK6326
 DK6326.No superseded survey control is available for this station.
 DK6326
 DK6326_MARKER: DD = SURVEY DISK
 DK6326_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DK6326_SP_SET: BRIDGE WALKWAY
 DK6326_STAMPING: 2735 X 1993
 DK6326_MARK LOGO: MNDT
 DK6326_MAGNETIC: N = NO MAGNETIC MATERIAL
 DK6326_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DK6326_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DK6326+SATELLITE: SATELLITE OBSERVATIONS - April 03, 2012
 DK6326
 DK6326  HISTORY     - Date     Condition        Report By
 DK6326  HISTORY     - 19930505 MONUMENTED       MNDT
 DK6326  HISTORY     - 20120403 GOOD             MNDT
 DK6326
 DK6326                          STATION DESCRIPTION
 DK6326
 DK6326'DESCRIBED BY MN DEPT OF TRANSP 1993
 DK6326'THE MARK IS LOCATED ABOUT 8.3 MI (13.3 KM) NORTH-NORTHWEST OF
 DK6326'BLOOMINGTON, 6.0 MI (9.7 KM) EAST-NORTHEAST OF HOPKINS AND 4.5 MI (7.2
 DK6326'KM) WEST-SOUTHWEST OF MINNEAPOLIS IN THE TOWN OF ST LOUIS PARK, IN THE
 DK6326'BRIDGE DECK AT THE NORTHWEST CORNER OF TRUNK HIGHWAY 100 BRIDGE NUMBER
 DK6326'27012 OVER TRUNK HIGHWAY 100 (PEDESTRIAN BRDG), AT TRUNK HIGHWAY 100
 DK6326'MILEPOST 6.7, 0.5 MI (0.8 KM) NORTH OF THE JUNCTION TH 100 AND
 DK6326'MINNETONKA BOULEVARD, 31 FT (9.4 M) SOUTH OF WEST FRONTAGE ROAD, 45.5
 DK6326'FT (13.9 M) SOUTHWEST OF LIGHT POLE, 18.8 FT (5.7 M) SOUTH OF END POST
 DK6326'OF CYCLONE FENCE, 2.5 FT (0.8 M) SOUTHWEST OF END FENCE RAIL.
 DK6326
 DK6326                          STATION RECOVERY (2012)
 DK6326
 DK6326'RECOVERY NOTE BY MN DEPT OF TRANSP 2012 (KMS)
 DK6326'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DO5294 ***********************************************************************
 DO5294  DESIGNATION -  2736 A
 DO5294  PID         -  DO5294
 DO5294  STATE/COUNTY-  MN/CARVER
 DO5294  COUNTRY     -  US
 DO5294  USGS QUAD   -  SHAKOPEE (2019)
 DO5294
 DO5294                         *CURRENT SURVEY CONTROL
 DO5294  ______________________________________________________________________
 DO5294* NAD 83(1986) POSITION- 44 51 46.52   (N) 093 31 28.96   (W)   HD_HELD1
 DO5294* NAVD 88 ORTHO HEIGHT -   290.663 (meters)      953.62  (feet) ADJUSTED
 DO5294  ______________________________________________________________________
 DO5294  GEOID HEIGHT    -        -26.783 (meters)                     GEOID18
 DO5294  DYNAMIC HEIGHT  -        290.658 (meters)      953.60  (feet) COMP
 DO5294  MODELED GRAVITY -    980,590.6   (mgal)                       NAVD 88
 DO5294
 DO5294  VERT ORDER      -  SECOND    CLASS I
 DO5294
 DO5294.The horizontal coordinates were determined by differentially corrected
 DO5294.hand held GPS observations or other comparable positioning techniques
 DO5294.and have an estimated accuracy of +/- 3 meters.
 DO5294
 DO5294.The orthometric height was determined by differential leveling and
 DO5294.adjusted by the NATIONAL GEODETIC SURVEY
 DO5294.in May 2020.
 DO5294
 DO5294.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO5294.GEOID18 height accuracy estimate available here.
 DO5294
 DO5294.Click photographs - Photos may exist for this station.
 DO5294
 DO5294.The dynamic height is computed by dividing the NAVD 88
 DO5294.geopotential number by the normal gravity value computed on the
 DO5294.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO5294.degrees latitude (g = 980.6199 gals.).
 DO5294
 DO5294.The modeled gravity was interpolated from observed gravity values.
 DO5294
 DO5294;                    North         East    Units  Estimated Accuracy
 DO5294;SPC MN S     -   307,103.2     837,561.9     MT  (+/- 3 meters HH1 GPS) 
 DO5294
 DO5294_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK5854667856(NAD 83)
 DO5294
 DO5294                          SUPERSEDED SURVEY CONTROL
 DO5294
 DO5294  NAVD 88 (08/01/13)  290.662  (m)          953.61   (f) SUPERSEDED  2 1
 DO5294
 DO5294.Superseded values are not recommended for survey control.
 DO5294
 DO5294.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DO5294.See file dsdata.pdf to determine how the superseded data were derived.
 DO5294
 DO5294_MARKER: DD = SURVEY DISK
 DO5294_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 DO5294+WITH SETTING: PAVEMENT
 DO5294_SP_SET: TRAFFIC LIGHT BASE
 DO5294_STAMPING: 2736 A 2008
 DO5294_MARK LOGO: MNDT
 DO5294_MAGNETIC: N = NO MAGNETIC MATERIAL
 DO5294_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DO5294+STABILITY: SURFACE MOTION
 DO5294_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DO5294+SATELLITE: SATELLITE OBSERVATIONS - October 26, 2019
 DO5294
 DO5294  HISTORY     - Date     Condition        Report By
 DO5294  HISTORY     - 20080515 MONUMENTED       MNDT
 DO5294  HISTORY     - 20110727 GOOD             MNDT
 DO5294  HISTORY     - 20130930 GOOD             MNDT
 DO5294  HISTORY     - 20191026 GOOD             USPSQD
 DO5294
 DO5294                          STATION DESCRIPTION
 DO5294
 DO5294'DESCRIBED BY MN DEPT OF TRANSP 2011 (AKJ)
 DO5294'THE GEODETIC CONTROL MARK IS LOCATED ABOUT 4.5 MI (7.2 KM) NORTH OF
 DO5294'SHAKOPEE, 3.5 MI (5.6 KM) SOUTHEAST OF EXCELSIOR AND 2.7 MI (4.3 KM)
 DO5294'WEST-NORTHWEST OF EDEN PRAIRIE.
 DO5294'
 DO5294'1.9 MILES EAST OF CHANHASSEN, 0.1 MI (0.2 KM) NORTH ALONG TRUNK
 DO5294'HIGHWAY 101 FROM THE JUNCTION OF TRUNK HIGHWAY 101 AND TRUNK HIGHWAY 5
 DO5294'IN CHANHASSEN.
 DO5294'
 DO5294'THE GEODETIC CONTROL MARK IS FOUND 54.3 FT (16.6 M) EAST OF TRUNK
 DO5294'HIGHWAY 101, 21.7 FT (6.6 M) SOUTH OF WEST 78TH STREET, ON THE EAST
 DO5294'SIDE OF A TRAFFIC LIGHT CONCRETE BASE.
 DO5294
 DO5294                          STATION RECOVERY (2013)
 DO5294
 DO5294'RECOVERY NOTE BY MN DEPT OF TRANSP 2013 (KMS)
 DO5294'RECOVERED AS DESCRIBED.
 DO5294
 DO5294                          STATION RECOVERY (2019)
 DO5294
 DO5294'RECOVERY NOTE BY US POWER SQUADRON 2019 (SMB)
 DO5294'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DM5800 ***********************************************************************
 DM5800  DESIGNATION -  2736 B
 DM5800  PID         -  DM5800
 DM5800  STATE/COUNTY-  MN/HENNEPIN
 DM5800  COUNTRY     -  US
 DM5800  USGS QUAD   -  EXCELSIOR (2019)
 DM5800
 DM5800                         *CURRENT SURVEY CONTROL
 DM5800  ______________________________________________________________________
 DM5800* NAD 83(2011) POSITION- 44 52 35.73252(N) 093 31 14.47101(W)   ADJUSTED
 DM5800* NAD 83(2011) ELLIP HT-   255.134 (meters)        (06/27/12)   ADJUSTED
 DM5800* NAD 83(2011) EPOCH   -  2010.00
 DM5800* NAVD 88 ORTHO HEIGHT -   281.915 (meters)      924.92  (feet) ADJUSTED
 DM5800  ______________________________________________________________________
 DM5800  GEOID HEIGHT    -        -26.788 (meters)                     GEOID18
 DM5800  NAD 83(2011) X  -   -278,026.296 (meters)                     COMP
 DM5800  NAD 83(2011) Y  - -4,518,914.032 (meters)                     COMP
 DM5800  NAD 83(2011) Z  -  4,477,820.473 (meters)                     COMP
 DM5800  LAPLACE CORR    -         -2.45  (seconds)                    DEFLEC18
 DM5800  DYNAMIC HEIGHT  -        281.910 (meters)      924.90  (feet) COMP
 DM5800  MODELED GRAVITY -    980,590.7   (mgal)                       NAVD 88
 DM5800
 DM5800  VERT ORDER      -  SECOND    CLASS I
 DM5800
 DM5800  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DM5800  Standards:
 DM5800         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DM5800            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DM5800  -------------------------------------------------------------------
 DM5800  NETWORK    0.35   0.51           0.16   0.12   0.26      0.01497027
 DM5800  -------------------------------------------------------------------
 DM5800  Click here for local accuracies and other accuracy information.
 DM5800
 DM5800.The horizontal coordinates were established by GPS observations
 DM5800.and adjusted by the National Geodetic Survey in June 2012.
 DM5800
 DM5800.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DM5800.been affixed to the stable North American tectonic plate. See 
 DM5800.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DM5800
 DM5800.The horizontal coordinates are valid at the epoch date displayed above
 DM5800.which is a decimal equivalence of Year/Month/Day.
 DM5800
 DM5800.The orthometric height was determined by differential leveling and
 DM5800.adjusted by the NATIONAL GEODETIC SURVEY
 DM5800.in May 2020.
 DM5800
 DM5800.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM5800.GEOID18 height accuracy estimate available here.
 DM5800
 DM5800.Click photographs - Photos may exist for this station.
 DM5800
 DM5800.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DM5800
 DM5800.The Laplace correction was computed from DEFLEC18 derived deflections.
 DM5800
 DM5800.The ellipsoidal height was determined by GPS observations
 DM5800.and is referenced to NAD 83.
 DM5800
 DM5800.The dynamic height is computed by dividing the NAVD 88
 DM5800.geopotential number by the normal gravity value computed on the
 DM5800.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM5800.degrees latitude (g = 980.6199 gals.).
 DM5800
 DM5800.The modeled gravity was interpolated from observed gravity values.
 DM5800
 DM5800. The following values were computed from the NAD 83(2011) position.
 DM5800
 DM5800;                    North         East     Units Scale Factor Converg.
 DM5800;SPC MN S     -   308,624.115   837,871.040   MT  0.99994344   +0 20 09.5
 DM5800;SPC MN S     - 1,012,544.28  2,748,915.24   sFT  0.99994344   +0 20 09.5
 DM5800;UTM  15      - 4,969,373.379   458,873.946   MT  0.99962080   -0 22 02.6
 DM5800
 DM5800!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DM5800!SPC MN S     -   0.99996000  x   0.99994344  =   0.99990344
 DM5800!UTM  15      -   0.99996000  x   0.99962080  =   0.99958081
 DM5800
 DM5800_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK5887369373(NAD 83)
 DM5800
 DM5800                          SUPERSEDED SURVEY CONTROL
 DM5800
 DM5800  NAD 83(2007)-  44 52 35.73270(N)    093 31 14.47175(W) AD(2002.00) 1
 DM5800  ELLIP H (02/25/11)  255.148  (m)                       GP(2002.00) 2 1
 DM5800  NAVD 88 (08/01/13)  281.914  (m)          924.91   (f) SUPERSEDED  2 1
 DM5800  NAVD 88 (02/25/11)  281.92   (m)  GEOID09  model used  GPS OBS        
 DM5800
 DM5800.Superseded values are not recommended for survey control.
 DM5800
 DM5800.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DM5800.See file dsdata.pdf to determine how the superseded data were derived.
 DM5800
 DM5800_MARKER: I = METAL ROD
 DM5800_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DM5800_STAMPING: 2736 B 2008
 DM5800_MARK LOGO: MNDT
 DM5800_PROJECTION: RECESSED 3 CENTIMETERS
 DM5800_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DM5800_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DM5800_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DM5800+SATELLITE: SATELLITE OBSERVATIONS - April 06, 2020
 DM5800_ROD/PIPE-DEPTH: 6.1 meters
 DM5800
 DM5800  HISTORY     - Date     Condition        Report By
 DM5800  HISTORY     - 20080520 MONUMENTED       MNDT
 DM5800  HISTORY     - 20110727 GOOD             MNDT
 DM5800  HISTORY     - 20131218 GOOD             MNDT
 DM5800  HISTORY     - 20200406 GOOD             MNDT
 DM5800
 DM5800                          STATION DESCRIPTION
 DM5800
 DM5800'DESCRIBED BY MN DEPT OF TRANSP 2008
 DM5800'THE MARK IS IN EDEN PRAIRIE, 1.1 MILES NORTH ALONG TRUNK HIGHWAY 101
 DM5800'FROM THE JUNCTION OF TRUNK HIGHWAY 101 AND TRUNK HIGHWAY 5, 22.2 FEET
 DM5800'EAST OF TRUNK HIGHWAY 101, 30.4 FEET SOUTH OF LOTUS VIEW DRIVE, 9.9
 DM5800'FEET SOUTHWEST OF A WITNESS POST.
 DM5800
 DM5800                          STATION RECOVERY (2011)
 DM5800
 DM5800'RECOVERY NOTE BY MN DEPT OF TRANSP 2011 (AKJ)
 DM5800'RECOVERED IN GOOD CONDITION.
 DM5800
 DM5800                          STATION RECOVERY (2013)
 DM5800
 DM5800'RECOVERY NOTE BY MN DEPT OF TRANSP 2013 (DXS)
 DM5800'IN EDEN PRAIRIE, 1.1 MILES NORTH ALONG TRUNK HIGHWAY 101 FROM JUNCTION
 DM5800'OF TRUNK HIGHWAY 101 AND TRUNK HIGHWAY 5, AT TRUNK HIGHWAY 101 MILE
 DM5800'POINT 14.55, 22.2 FEET EAST OF TRUNK HIGHWAY 101, 30.4 FEET SOUTH OF
 DM5800'LOTUS VIEW DRIVE, 9.9 FEET SOUTHWEST OF A WITNESS POST.
 DM5800
 DM5800                          STATION RECOVERY (2020)
 DM5800
 DM5800'RECOVERY NOTE BY MN DEPT OF TRANSP 2020 (MPP)
 DM5800'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 QO1286 ***********************************************************************
 QO1286  DESIGNATION -  2738 C
 QO1286  PID         -  QO1286
 QO1286  STATE/COUNTY-  MN/HENNEPIN
 QO1286  COUNTRY     -  US
 QO1286  USGS QUAD   -  ROGERS (2019)
 QO1286
 QO1286                         *CURRENT SURVEY CONTROL
 QO1286  ______________________________________________________________________
 QO1286* NAD 83(2011) POSITION- 45 13 09.10037(N) 093 33 07.22427(W)   ADJUSTED
 QO1286* NAD 83(2011) ELLIP HT-   242.034 (meters)        (06/27/12)   ADJUSTED
 QO1286* NAD 83(2011) EPOCH   -  2010.00
 QO1286* NAVD 88 ORTHO HEIGHT -   270.183 (meters)      886.43  (feet) ADJUSTED
 QO1286  ______________________________________________________________________
 QO1286  GEOID HEIGHT    -        -28.142 (meters)                     GEOID18
 QO1286  NAD 83(2011) X  -   -278,826.482 (meters)                     COMP
 QO1286  NAD 83(2011) Y  - -4,491,857.791 (meters)                     COMP
 QO1286  NAD 83(2011) Z  -  4,504,712.300 (meters)                     COMP
 QO1286  LAPLACE CORR    -         -1.40  (seconds)                    DEFLEC18
 QO1286  DYNAMIC HEIGHT  -        270.158 (meters)      886.34  (feet) COMP
 QO1286  MODELED GRAVITY -    980,516.4   (mgal)                       NAVD 88
 QO1286
 QO1286  VERT ORDER      -  SECOND    CLASS I
 QO1286
 QO1286  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 QO1286  Standards:
 QO1286         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 QO1286            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 QO1286  -------------------------------------------------------------------
 QO1286  NETWORK    0.34   0.39           0.16   0.11   0.20      0.01127322
 QO1286  -------------------------------------------------------------------
 QO1286  Click here for local accuracies and other accuracy information.
 QO1286
 QO1286.The horizontal coordinates were established by GPS observations
 QO1286.and adjusted by the National Geodetic Survey in June 2012.
 QO1286
 QO1286.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 QO1286.been affixed to the stable North American tectonic plate. See 
 QO1286.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 QO1286
 QO1286.The horizontal coordinates are valid at the epoch date displayed above
 QO1286.which is a decimal equivalence of Year/Month/Day.
 QO1286
 QO1286.The orthometric height was determined by differential leveling and
 QO1286.adjusted by the NATIONAL GEODETIC SURVEY
 QO1286.in June 1991.
 QO1286
 QO1286.Significant digits in the geoid height do not necessarily reflect accuracy.
 QO1286.GEOID18 height accuracy estimate available here.
 QO1286
 QO1286.Click photographs - Photos may exist for this station.
 QO1286
 QO1286.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 QO1286
 QO1286.The Laplace correction was computed from DEFLEC18 derived deflections.
 QO1286
 QO1286.The ellipsoidal height was determined by GPS observations
 QO1286.and is referenced to NAD 83.
 QO1286
 QO1286.The dynamic height is computed by dividing the NAVD 88
 QO1286.geopotential number by the normal gravity value computed on the
 QO1286.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QO1286.degrees latitude (g = 980.6199 gals.).
 QO1286
 QO1286.The modeled gravity was interpolated from observed gravity values.
 QO1286
 QO1286. The following values were computed from the NAD 83(2011) position.
 QO1286
 QO1286;                    North         East     Units Scale Factor Converg.
 QO1286;SPC MN S     -   346,682.636   835,187.754   MT  1.00000055   +0 18 50.4
 QO1286;SPC MN S     - 1,137,407.95  2,740,111.82   sFT  1.00000055   +0 18 50.4
 QO1286;UTM  15      - 5,007,448.799   456,659.632   MT  0.99962310   -0 23 30.6
 QO1286
 QO1286!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QO1286!SPC MN S     -   0.99996205  x   1.00000055  =   0.99996260
 QO1286!UTM  15      -   0.99996205  x   0.99962310  =   0.99958517
 QO1286
 QO1286:                Primary Azimuth Mark                     Grid Az
 QO1286:SPC MN S     -  2738 E                                   189 35 10.4
 QO1286:UTM  15      -  2738 E                                   190 17 31.4
 QO1286
 QO1286_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL5665907448(NAD 83)
 QO1286
 QO1286|---------------------------------------------------------------------|
 QO1286| PID    Reference Object                     Distance      Geod. Az  |
 QO1286|                                                           dddmmss.s |
 QO1286| DF9430 2738 E                              APPROX. 1.0 KM 1895400.8 |
 QO1286|---------------------------------------------------------------------|
 QO1286
 QO1286                          SUPERSEDED SURVEY CONTROL
 QO1286
 QO1286  NAD 83(2007)-  45 13 09.10058(N)    093 33 07.22504(W) AD(2002.00) 0
 QO1286  ELLIP H (02/10/07)  242.061  (m)                       GP(2002.00)    
 QO1286  NAD 83(1996)-  45 13 09.10041(N)    093 33 07.22453(W) AD(       ) 1
 QO1286  ELLIP H (01/02/04)  242.096  (m)                       GP(       ) 3 1
 QO1286  NAVD 88             270.18   (m)          886.4    (f) LEVELING    3  
 QO1286
 QO1286.Superseded values are not recommended for survey control.
 QO1286
 QO1286.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QO1286.See file dsdata.pdf to determine how the superseded data were derived.
 QO1286
 QO1286_MARKER: DV = VERTICAL CONTROL DISK
 QO1286_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 QO1286+WITH SETTING: INFORMATION.
 QO1286_STAMPING: 2738 C 1978
 QO1286_MARK LOGO: MNHD
 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 - May 13, 2019
 QO1286_ROD/PIPE-DEPTH: 2.4 meters
 QO1286
 QO1286  HISTORY     - Date     Condition        Report By
 QO1286  HISTORY     - 19780401 MONUMENTED       MNHD
 QO1286  HISTORY     - 20030827 GOOD             MNDT
 QO1286  HISTORY     - 20051112 GOOD             USPSQD
 QO1286  HISTORY     - 20071008 GOOD             MNDT
 QO1286  HISTORY     - 20141001 GOOD             MNDT
 QO1286  HISTORY     - 20160913 GOOD             MNDT
 QO1286  HISTORY     - 20190513 GOOD             MNDT
 QO1286
 QO1286                          STATION DESCRIPTION
 QO1286
 QO1286'DESCRIBED BY MN HIGHWAY DEPT 1978
 QO1286'1.9 MI NORTH FROM ROGERS.
 QO1286'THE MARK IS 1.7 MILES NORTH MEASURED ALONG TRUNK HIGHWAY 101 FROM
 QO1286'SOUTH END OF BR. NUMBER 27945, TRUNK HIGHWAY 101 OVER FAI 94 BETWEEN
 QO1286'145TH AVE. NORTH AND 147TH AVE. NORTH. IT IS 120 FT. SOUTH OF
 QO1286'TELEPHONE POLE WITH GUY NUMBER F 92, 92 FT. EAST OF CENTERLINE TRUNK
 QO1286'HIGHWAY 101, STATION 100 AND 00, 43 FT. NORTH OF TELEPHONE POLE. 1.0
 QO1286'FT. WEST OF A STEEL WITNESS POST, AT TRUNK HIGHWAY 101 MILE MARKER
 QO1286'41.6, 1.0 FT. BELOW LEVEL OF TRUNK HIGHWAY 101.
 QO1286
 QO1286                          STATION RECOVERY (2003)
 QO1286
 QO1286'RECOVERY NOTE BY MN DEPT OF TRANSP 2003 (MPP)
 QO1286'THE MARK WAS RECOVERED 1.7 MILES (2.7 KM) NORTH OF ROGERS, BETWEEN
 QO1286'145TH AVE NORTH AND
 QO1286'147TH AVE, 92 FT (28.0 M) EAST OF CENTERLINE OF TH 101, AT TH 101
 QO1286'MILEPOINT 41.35, 120 FT (6.1 M)
 QO1286'SOUTH OF POLE WITH GUYWIRE, 43 FT (13.1 M) NORTH OF POLE, 20 FT (6.1
 QO1286'M) WEST OF BITUMINOUS
 QO1286'FRONTAGE RD, 3.0 FT (0.9 M) NORTH OF WITNESS POST.
 QO1286'
 QO1286
 QO1286                          STATION RECOVERY (2005)
 QO1286
 QO1286'RECOVERY NOTE BY US POWER SQUADRON 2005 (JCH)
 QO1286'RECOVERED IN GOOD CONDITION.
 QO1286
 QO1286                          STATION RECOVERY (2007)
 QO1286
 QO1286'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (VWC)
 QO1286'THE MARK IS LOCATED ABOUT 5.9 MI (9.5 KM) SOUTH OF ELK RIVER, 5.5 MI
 QO1286'(8.8 KM) EAST OF SAINT MICHAEL AND 2.1 MI (3.4 KM) NORTH OF ROGERS.
 QO1286'
 QO1286'TO REACH TO THE MARK GO 1.7 MI (2.7 KM) NORTH OF THE JUNCTION OF
 QO1286'INTERSTATE HIGHWAY 94 AND TRUNK HIGHWAY 101 AT ROGERS, BETWEEN 145TH
 QO1286'AVENUE NORTH AND 147TH AVENUE NORTH, 92 FT (28.0 M) EAST OF TRUNK
 QO1286'HIGHWAY 101, 120 FT (36.6 M) SOUTH OF TELEPHONE POLE F92 WITH GUY
 QO1286'WIRE, 43 FT (13.1 M) NORTH OF TELEPHONE POLE, 20 FT (6.1 M) WEST OF
 QO1286'QUIRAM DRIVE (FRONTAGE ROAD), 3.0 FT (0.9 M) NORTH OF A WITNESS POST.
 QO1286
 QO1286                          STATION RECOVERY (2014)
 QO1286
 QO1286'RECOVERY NOTE BY MN DEPT OF TRANSP 2014 (KMS)
 QO1286'2.0 MI (3.2 KM) NORTH OF ROGERS, 1.7 MI (2.7 KM) NORTH ALONG TRUNK
 QO1286'HIGHWAY 101  FROM THE JUNCTION OF INTERSTATE HIGHWAY 94 AND TRUNK
 QO1286'HIGHWAY 101 IN ROGERS, 92.0 FT (28.0 M) EAST OF TRUNK HIGHWAY 101,
 QO1286'120.0 FT (36.6 M) SOUTH OF TELEPHONE POLE NUMBER F92 WITH GUYWIRE,
 QO1286'43.0 FT (13.1 M) NORTH OF TELEPHONE POLE, 20.0 FT (6.1 M) WEST OF
 QO1286'QUIRAM DRIVE (FRONTAGE ROAD), 3.0 FT (0.9 M) NORTH OF A WITNESS POST.
 QO1286
 QO1286                          STATION RECOVERY (2016)
 QO1286
 QO1286'RECOVERY NOTE BY MN DEPT OF TRANSP 2016 (MPP)
 QO1286'RECOVERED AS DESCRIBED.
 QO1286
 QO1286                          STATION RECOVERY (2019)
 QO1286
 QO1286'RECOVERY NOTE BY MN DEPT OF TRANSP 2019 (KMS)
 QO1286'IN ROGERS, 1.7 MI (2.7 KM) NORTH ALONG TRUNK HIGHWAY 101 FROM THE
 QO1286'JUNCTION OF INTERSTATE HIGHWAY 94 AND TRUNK HIGHWAY 101 IN ROGERS,
 QO1286'92.0 FT (28.0 M) EAST OF TRUNK HIGHWAY 101, 120.0 FT (36.6 M) SOUTH OF
 QO1286'TELEPHONE POLE NUMBER F92 WITH GUYWIRE, 43.0 FT (13.1 M) NORTH OF A
 QO1286'TELEPHONE POLE, 20.0 FT (6.1 M) WEST OF QUIRAM DRIVE (FRONTAGE ROAD),
 QO1286'3.0 FT (0.9 M) NORTH OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 QO1287 ***********************************************************************
 QO1287  DESIGNATION -  2738 D
 QO1287  PID         -  QO1287
 QO1287  STATE/COUNTY-  MN/HENNEPIN
 QO1287  COUNTRY     -  US
 QO1287  USGS QUAD   -  ROGERS (2019)
 QO1287
 QO1287                         *CURRENT SURVEY CONTROL
 QO1287  ______________________________________________________________________
 QO1287* NAD 83(1986) POSITION- 45 13 35.97   (N) 093 33 08.07   (W)   HD_HELD1
 QO1287* NAVD 88 ORTHO HEIGHT -   266.677 (meters)      874.92  (feet) ADJUSTED
 QO1287  ______________________________________________________________________
 QO1287  GEOID HEIGHT    -        -28.156 (meters)                     GEOID18
 QO1287  DYNAMIC HEIGHT  -        266.652 (meters)      874.84  (feet) COMP
 QO1287  MODELED GRAVITY -    980,517.3   (mgal)                       NAVD 88
 QO1287
 QO1287  VERT ORDER      -  SECOND    CLASS I
 QO1287
 QO1287.The horizontal coordinates were determined by differentially corrected
 QO1287.hand held GPS observations or other comparable positioning techniques
 QO1287.and have an estimated accuracy of +/- 3 meters.
 QO1287
 QO1287.The orthometric height was determined by differential leveling and
 QO1287.adjusted by the NATIONAL GEODETIC SURVEY
 QO1287.in February 2010.
 QO1287
 QO1287.Significant digits in the geoid height do not necessarily reflect accuracy.
 QO1287.GEOID18 height accuracy estimate available here.
 QO1287
 QO1287.Click photographs - Photos may exist for this station.
 QO1287
 QO1287.The dynamic height is computed by dividing the NAVD 88
 QO1287.geopotential number by the normal gravity value computed on the
 QO1287.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QO1287.degrees latitude (g = 980.6199 gals.).
 QO1287
 QO1287.The modeled gravity was interpolated from observed gravity values.
 QO1287
 QO1287;                    North         East    Units  Estimated Accuracy
 QO1287;SPC MN S     -   347,512.0     835,164.8     MT  (+/- 3 meters HH1 GPS) 
 QO1287
 QO1287_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL5664608278(NAD 83)
 QO1287
 QO1287                          SUPERSEDED SURVEY CONTROL
 QO1287
 QO1287  NAVD 88 (06/15/91)  266.670  (m)          874.90   (f) SUPERSEDED  2 1
 QO1287
 QO1287.Superseded values are not recommended for survey control.
 QO1287
 QO1287.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QO1287.See file dsdata.pdf to determine how the superseded data were derived.
 QO1287
 QO1287_MARKER: DB = BENCH MARK DISK
 QO1287_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 QO1287_SP_SET: BRIDGE ABUTMENT
 QO1287_STAMPING: 2738 D 1978
 QO1287_MARK LOGO: MNHD
 QO1287_MAGNETIC: N = NO MAGNETIC MATERIAL
 QO1287_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QO1287_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 QO1287+SATELLITE: SATELLITE OBSERVATIONS - May 13, 2019
 QO1287
 QO1287  HISTORY     - Date     Condition        Report By
 QO1287  HISTORY     - 1978     MONUMENTED       MNHD
 QO1287  HISTORY     - 20030827 GOOD             MNDT
 QO1287  HISTORY     - 20051112 GOOD             USPSQD
 QO1287  HISTORY     - 20071008 GOOD             MNDT
 QO1287  HISTORY     - 20160913 GOOD             MNDT
 QO1287  HISTORY     - 20190513 GOOD             MNDT
 QO1287
 QO1287                          STATION DESCRIPTION
 QO1287
 QO1287'DESCRIBED BY MN HIGHWAY DEPT 1978
 QO1287'2.4 MI NORTH FROM ROGERS.
 QO1287'THE MARK IS 2.2 MILES NORTH MEASURED ALONG TRUNK HIGHWAY 101 FROM
 QO1287'SOUTH END BR. NUMBER 27945, TRUNK HIGHWAY 101 OVER FAI 94. THE
 QO1287'MARK IS A STANDARD MNDT DISK LOCATED IN THE SOUTHEAST CORNER
 QO1287'OF BRIDGE NUMBER 27020, TRUNK HIGHWAY 101 OVER THE CROW RIVER
 QO1287'AT ABOUT STATION 127 AND 20. IT IS AT TRUNK HIGHWAY 101 MILE MARKER
 QO1287'42.1.
 QO1287
 QO1287                          STATION RECOVERY (2003)
 QO1287
 QO1287'RECOVERY NOTE BY MN DEPT OF TRANSP 2003 (MPP)
 QO1287'RECOVERED AS DESCRIBED.
 QO1287
 QO1287                          STATION RECOVERY (2005)
 QO1287
 QO1287'RECOVERY NOTE BY US POWER SQUADRON 2005 (JCH)
 QO1287'RECOVERED IN GOOD CONDITION.
 QO1287
 QO1287                          STATION RECOVERY (2007)
 QO1287
 QO1287'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (VWC)
 QO1287'THE MARK IS LOCATED ABOUT 5.6 MI (9.0 KM) EAST-NORTHEAST OF SAINT
 QO1287'MICHAEL, 5.4 MI (8.7 KM) SOUTH OF ELK RIVER AND 2.6 MI (4.2 KM) NORTH
 QO1287'OF ROGERS.
 QO1287'
 QO1287'TO REACH TO THE MARK GO 2.2 MI (3.5 KM) NORTH OF THE JUNCTION OF
 QO1287'INTERSTATE HIGHWAY 94 AND TRUNK HIGHWAY 101 AT ROGERS, AT TRUNK
 QO1287'HIGHWAY 101 MILE POINT 41.9, IN SOUTHEAST CORNER OF NORTHBOUND TRUNK
 QO1287'HIGHWAY 101 BRIDGE 27020 OVER CROW RIVER.
 QO1287
 QO1287                          STATION RECOVERY (2016)
 QO1287
 QO1287'RECOVERY NOTE BY MN DEPT OF TRANSP 2016 (MPP)
 QO1287'RECOVERED AS DESCRIBED.
 QO1287
 QO1287                          STATION RECOVERY (2019)
 QO1287
 QO1287'RECOVERY NOTE BY MN DEPT OF TRANSP 2019 (KMS)
 QO1287'IN ROGERS, IN THE SOUTHEAST CORNER OF NORTHBOUND TRUNK HIGHWAY 101
 QO1287'BRIDGE NUMBER 27020 OVER THE CROW RIVER, AT TRUNK HIGHWAY 101 MILE
 QO1287'POINT 41.9, 2.2 MI (3.5 KM) NORTH ALONG TRUNK HIGHWAY 101 FROM THE
 QO1287'JUNCTION OF INTERSTATE HIGHWAY 94 AND TRUNK HIGHWAY 101 IN ROGERS,
 QO1287'17.5 FT (5.3 M) EAST OF NORTHBOUND TRUNK HIGHWAY 101.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DL4511 ***********************************************************************
 DL4511  DESIGNATION -  2738 F
 DL4511  PID         -  DL4511
 DL4511  STATE/COUNTY-  MN/HENNEPIN
 DL4511  COUNTRY     -  US
 DL4511  USGS QUAD   -  ROGERS (2019)
 DL4511
 DL4511                         *CURRENT SURVEY CONTROL
 DL4511  ______________________________________________________________________
 DL4511* NAD 83(1986) POSITION- 45 13 36.00   (N) 093 33 09.24   (W)   HD_HELD1
 DL4511* NAVD 88 ORTHO HEIGHT -   267.212 (meters)      876.68  (feet) ADJUSTED
 DL4511  ______________________________________________________________________
 DL4511  GEOID HEIGHT    -        -28.156 (meters)                     GEOID18
 DL4511  DYNAMIC HEIGHT  -        267.187 (meters)      876.60  (feet) COMP
 DL4511  MODELED GRAVITY -    980,517.3   (mgal)                       NAVD 88
 DL4511
 DL4511  VERT ORDER      -  SECOND    CLASS I
 DL4511
 DL4511.The horizontal coordinates were determined by differentially corrected
 DL4511.hand held GPS observations or other comparable positioning techniques
 DL4511.and have an estimated accuracy of +/- 3 meters.
 DL4511
 DL4511.The orthometric height was determined by differential leveling and
 DL4511.adjusted by the NATIONAL GEODETIC SURVEY
 DL4511.in February 2010.
 DL4511
 DL4511.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL4511.GEOID18 height accuracy estimate available here.
 DL4511
 DL4511.Click photographs - Photos may exist for this station.
 DL4511
 DL4511.The dynamic height is computed by dividing the NAVD 88
 DL4511.geopotential number by the normal gravity value computed on the
 DL4511.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL4511.degrees latitude (g = 980.6199 gals.).
 DL4511
 DL4511.The modeled gravity was interpolated from observed gravity values.
 DL4511
 DL4511;                    North         East    Units  Estimated Accuracy
 DL4511;SPC MN S     -   347,512.8     835,139.2     MT  (+/- 3 meters HH1 GPS) 
 DL4511
 DL4511_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL5662108279(NAD 83)
 DL4511
 DL4511                          SUPERSEDED SURVEY CONTROL
 DL4511
 DL4511.No superseded survey control is available for this station.
 DL4511
 DL4511_MARKER: DV = VERTICAL CONTROL DISK
 DL4511_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DL4511_SP_SET: BRIDGE RAILING
 DL4511_STAMPING: 2738 F 2003
 DL4511_MARK LOGO: MNDT
 DL4511_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL4511_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DL4511+SATELLITE: SATELLITE OBSERVATIONS - May 13, 2019
 DL4511
 DL4511  HISTORY     - Date     Condition        Report By
 DL4511  HISTORY     - 1993     MONUMENTED       MNDT
 DL4511  HISTORY     - 20030827 GOOD             MNDT
 DL4511  HISTORY     - 20160913 GOOD             MNDT
 DL4511  HISTORY     - 20190513 GOOD             MNDT
 DL4511
 DL4511                          STATION DESCRIPTION
 DL4511
 DL4511'DESCRIBED BY MN DEPT OF TRANSP 2003 (MPP)
 DL4511'RECOVERED AS DESCRIBED. MARK IS LOCATED 2.2 MILES (3.5 KM) NORTH OF
 DL4511'ROGERS AT THE SOUTHEAST CORNER OF TRUNK HIGHWAY 101 BRIDGE NUMBER
 DL4511'27019 OVER THE CROW RIVER.
 DL4511'
 DL4511'TO REACH STATION GO 2.2 MILES (3.5 KM) ALONG TRUNK HIGHWAY 101 FROM
 DL4511'THE JUNCTION OF TRUNK HIGHWAY 101 AND INTERSECTION 94 IN ROGERS, AT
 DL4511'TRUNK HIGHWAY 101 MILEPOINT 41.9, 19.5 FEET (5.9 M) EAST OF SOUTHBOUND
 DL4511'TRUNK HIGHWAY 101, 14 FEET (4.3 M) NORTH OF SOUTHEAST CORNER OF BRIDGE
 DL4511'RAILING.
 DL4511'
 DL4511'STATION MARK IS VERTICAL CONTROL MNDT DISK SET IN BRIDGE RAILING.
 DL4511
 DL4511                          STATION RECOVERY (2016)
 DL4511
 DL4511'RECOVERY NOTE BY MN DEPT OF TRANSP 2016 (MPP)
 DL4511'RECOVERED IN GOOD CONDITION.
 DL4511
 DL4511                          STATION RECOVERY (2019)
 DL4511
 DL4511'RECOVERY NOTE BY MN DEPT OF TRANSP 2019 (KMS)
 DL4511'IN ROGERS, IN THE RAILING AT THE SOUTHEAST CORNER OF SOUTHBOUND TRUNK
 DL4511'HIGHWAY 101 BRIDGE NUMBER 27019 OVER THE CROW RIVER, 2.2 MI (3.5 KM)
 DL4511'NORTH ALONG TRUNK HIGHWAY 101 FROM THE JUNCTION OF TRUNK HIGHWAY 101
 DL4511'AND INTERSTATE HIGHWAY 94 IN ROGERS, AT TRUNK HIGHWAY 101 MILE POINT
 DL4511'41.9, 19.5 FT (5.9 M) EAST OF SOUTHBOUND TRUNK HIGHWAY 101, 14.0 FT
 DL4511'(4.3 M) NORTH OF THE SOUTHEAST CORNER OF THE BRIDGE RAILING.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DQ5248 ***********************************************************************
 DQ5248  DESIGNATION -  2738 G
 DQ5248  PID         -  DQ5248
 DQ5248  STATE/COUNTY-  MN/HENNEPIN
 DQ5248  COUNTRY     -  US
 DQ5248  USGS QUAD   -  ROGERS (2019)
 DQ5248
 DQ5248                         *CURRENT SURVEY CONTROL
 DQ5248  ______________________________________________________________________
 DQ5248* NAD 83(1986) POSITION- 45 12 42.40   (N) 093 33 07.57   (W)   HD_HELD1
 DQ5248* NAVD 88 ORTHO HEIGHT -   276.698 (meters)      907.80  (feet) ADJUSTED
 DQ5248  ______________________________________________________________________
 DQ5248  GEOID HEIGHT    -        -28.126 (meters)                     GEOID18
 DQ5248  DYNAMIC HEIGHT  -        276.672 (meters)      907.71  (feet) COMP
 DQ5248  MODELED GRAVITY -    980,515.7   (mgal)                       NAVD 88
 DQ5248
 DQ5248  VERT ORDER      -  SECOND    CLASS I
 DQ5248
 DQ5248.The horizontal coordinates were determined by differentially corrected
 DQ5248.hand held GPS observations or other comparable positioning techniques
 DQ5248.and have an estimated accuracy of +/- 3 meters.
 DQ5248
 DQ5248.The orthometric height was determined by differential leveling and
 DQ5248.adjusted by the NATIONAL GEODETIC SURVEY
 DQ5248.in April 2021.
 DQ5248
 DQ5248.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ5248.GEOID18 height accuracy estimate available here.
 DQ5248
 DQ5248.Click photographs - Photos may exist for this station.
 DQ5248
 DQ5248.The dynamic height is computed by dividing the NAVD 88
 DQ5248.geopotential number by the normal gravity value computed on the
 DQ5248.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ5248.degrees latitude (g = 980.6199 gals.).
 DQ5248
 DQ5248.The modeled gravity was interpolated from observed gravity values.
 DQ5248
 DQ5248;                    North         East    Units  Estimated Accuracy
 DQ5248;SPC MN S     -   345,858.3     835,184.7     MT  (+/- 3 meters HH1 GPS) 
 DQ5248
 DQ5248_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL5664606624(NAD 83)
 DQ5248
 DQ5248                          SUPERSEDED SURVEY CONTROL
 DQ5248
 DQ5248.No superseded survey control is available for this station.
 DQ5248
 DQ5248_MARKER: F = FLANGE-ENCASED ROD
 DQ5248_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DQ5248_STAMPING: 2738 G 2016
 DQ5248_MARK LOGO: MNDT
 DQ5248_PROJECTION: RECESSED 5 CENTIMETERS
 DQ5248_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DQ5248_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ5248_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ5248+SATELLITE: SATELLITE OBSERVATIONS - May 13, 2019
 DQ5248_ROD/PIPE-DEPTH: 5.2 meters
 DQ5248
 DQ5248  HISTORY     - Date     Condition        Report By
 DQ5248  HISTORY     - 20161017 MONUMENTED       MNDT
 DQ5248  HISTORY     - 20190513 GOOD             MNDT
 DQ5248
 DQ5248                          STATION DESCRIPTION
 DQ5248
 DQ5248'DESCRIBED BY MN DEPT OF TRANSP 2016
 DQ5248'THE MARK IS LOCATED ABOUT 1.0 MI (1.6 KM) NORTH OF ROGERS.
 DQ5248'
 DQ5248'TO REACH THE MARK GO 1.1 MI (1.8 KM) NORTH ALONG TRUNK HIGHWAY 101
 DQ5248'FROM THE JUNCTION OF TRUNK HIGHWAY 101 AND INTERSTATE HIGHWAY 94 IN
 DQ5248'ROGERS, AT TRUNK HIGHWAY 101 MILE POINT 40.80.
 DQ5248'
 DQ5248'THE MARK IS LOCATED 27.6 FT (8.4 M) EAST OF ON RAMP TO NORTHBOUND
 DQ5248'TRUNK HIGHWAY 101, 37.0 FT (11.3 M) WEST OF FIRE HYDRANT, 26.5 FT (8.1
 DQ5248'M) SOUTH OF SOUTH END OF CONCRETE WING WALL, 3.5 FT (1.1 M) EAST OF
 DQ5248'GUARD RAIL, 1.5 FT (0.5 M) WEST OF A WITNESS POST.
 DQ5248'
 DQ5248'NOTE-THE STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM ROD
 DQ5248'DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION REMOVABLE DISK
 DQ5248'SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH PVC
 DQ5248'PIPE BACK FILLED WITH WASHED SAND.
 DQ5248
 DQ5248                          STATION RECOVERY (2019)
 DQ5248
 DQ5248'RECOVERY NOTE BY MN DEPT OF TRANSP 2019 (KMS)
 DQ5248'IN ROGERS, 0.8 MI (1.3 KM) NORTH ALONG TRUNK HIGHWAY 101 FROM THE
 DQ5248'JUNCTION OF TRUNK HIGHWAY 101 AND INTERSTATE HIGHWAY 94 IN ROGERS TO
 DQ5248'TRUNK HIGHWAY 101 MILE POINT 40.50, THEN 0.20 MI (0.32 KM) NORTH ON
 DQ5248'THE EXIT RAMP FOR 141ST AVENUE NORTH, THEN CONTINUE 0.10 MI (0.16 KM)
 DQ5248'NORTH ON THE ENTRANCE RAMP TO NORTHBOUND 101 FROM 141ST NORTH, 27.6 FT
 DQ5248'(8.4 M) EAST OF THE ON RAMP TO NORTHBOUND TRUNK HIGHWAY 101, 37.0 FT
 DQ5248'(11.3 M) WEST OF A FIRE HYDRANT, 26.5 FT (8.1 M) SOUTH OF THE SOUTH
 DQ5248'END OF A CONCRETE WING WALL, 3.5 FT (1.1 M) EAST OF A GUARD RAIL, 1.5
 DQ5248'FT (0.5 M) WEST OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 QO0868 ***********************************************************************
 QO0868  DESIGNATION -  274/2 CAP
 QO0868  PID         -  QO0868
 QO0868  STATE/COUNTY-  MN/SHERBURNE
 QO0868  COUNTRY     -  US
 QO0868  USGS QUAD   -  ELK RIVER (2019)
 QO0868
 QO0868                         *CURRENT SURVEY CONTROL
 QO0868  ______________________________________________________________________
 QO0868* NAD 83(1986) POSITION- 45 15 58.5    (N) 093 32 47.3    (W)   HD_HELD2
 QO0868* NAVD 88 ORTHO HEIGHT -   271.061 (meters)      889.31  (feet) ADJUSTED
 QO0868  ______________________________________________________________________
 QO0868  GEOID HEIGHT    -        -28.212 (meters)                     GEOID18
 QO0868  DYNAMIC HEIGHT  -        271.037 (meters)      889.23  (feet) COMP
 QO0868  MODELED GRAVITY -    980,521.6   (mgal)                       NAVD 88
 QO0868
 QO0868  VERT ORDER      -  FIRST     CLASS I
 QO0868
 QO0868.The horizontal coordinates were established by autonomous hand held GPS
 QO0868.observations and have an estimated accuracy of +/- 10 meters.
 QO0868
 QO0868.The orthometric height was determined by differential leveling and
 QO0868.adjusted by the NATIONAL GEODETIC SURVEY
 QO0868.in June 1991.
 QO0868
 QO0868.Significant digits in the geoid height do not necessarily reflect accuracy.
 QO0868.GEOID18 height accuracy estimate available here.
 QO0868
 QO0868.Click photographs - Photos may exist for this station.
 QO0868
 QO0868.The dynamic height is computed by dividing the NAVD 88
 QO0868.geopotential number by the normal gravity value computed on the
 QO0868.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QO0868.degrees latitude (g = 980.6199 gals.).
 QO0868
 QO0868.The modeled gravity was interpolated from observed gravity values.
 QO0868
 QO0868;                    North         East    Units  Estimated Accuracy
 QO0868;SPC MN S     -   351,915.      835,593.      MT  (+/- 10 meters HH2 GPS)
 QO0868
 QO0868_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL5712912673(NAD 83)
 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
 QO0868.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QO0868.See file dsdata.pdf to determine how the superseded data were derived.
 QO0868
 QO0868_MARKER: P = PIPE CAP
 QO0868_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 QO0868_MARK LOGO: MRC
 QO0868_PROJECTION: PROJECTING 15 CENTIMETERS
 QO0868_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QO0868
 QO0868  HISTORY     - Date     Condition        Report By
 QO0868  HISTORY     - 1898     MONUMENTED       MRC
 QO0868  HISTORY     - 1970     GOOD             NGS
 QO0868  HISTORY     - 20080804 GOOD             MNDT
 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, T32N,
 QO0868'R26W.
 QO0868
 QO0868                          STATION RECOVERY (2008)
 QO0868
 QO0868'RECOVERY NOTE BY MN DEPT OF TRANSP 2008 (DRB)
 QO0868'3.3 MI (5.3 KM) SOUTHEAST OF ELK RIVER, 1.6 MI (2.6 KM) SOUTHEAST ON
 QO0868'TRUNK HIGHWAY 10 FROM THE JUNCTION OF TRUNK HIGHWAY 10 AND TRUNK
 QO0868'HIGHWAY 169 TO SPECHT'S LANE, THEN 0.3 MI (0.5 KM) ON SPECHT'S LANE TO
 QO0868'FARM YARD, THEN 600.0 FT (182.9 M) ON FIELD ENTRANCE AND FENCE LINE,
 QO0868'10.0 FT (3.0 M) SOUTHWEST OF TRAIL ROAD, 266.0 FT (81.1 M) NORTHWEST
 QO0868'OF A FENCE CORNER, 0.5 FT (15 CM) SOUTHWEST OF A FENCE, 1.4 FT (0.4 M)
 QO0868'SOUTH OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 QO2389 ***********************************************************************
 QO2389  DESIGNATION -  2741 A
 QO2389  PID         -  QO2389
 QO2389  STATE/COUNTY-  MN/HENNEPIN
 QO2389  COUNTRY     -  US
 QO2389  USGS QUAD   -  MINNEAPOLIS NORTH (2019)
 QO2389
 QO2389                         *CURRENT SURVEY CONTROL
 QO2389  ______________________________________________________________________
 QO2389* NAD 83(1986) POSITION- 45 02 29.51   (N) 093 19 02.47   (W)   HD_HELD1
 QO2389* NAVD 88 ORTHO HEIGHT -   270.009 (meters)      885.85  (feet) ADJUSTED
 QO2389  ______________________________________________________________________
 QO2389  GEOID HEIGHT    -        -27.150 (meters)                     GEOID18
 QO2389  DYNAMIC HEIGHT  -        270.005 (meters)      885.84  (feet) COMP
 QO2389  MODELED GRAVITY -    980,596.3   (mgal)                       NAVD 88
 QO2389
 QO2389  VERT ORDER      -  SECOND    CLASS II
 QO2389
 QO2389.The horizontal coordinates were determined by differentially corrected
 QO2389.hand held GPS observations or other comparable positioning techniques
 QO2389.and have an estimated accuracy of +/- 3 meters.
 QO2389
 QO2389.The orthometric height was determined by differential leveling and
 QO2389.adjusted by the NATIONAL GEODETIC SURVEY
 QO2389.in June 1995.
 QO2389
 QO2389.Significant digits in the geoid height do not necessarily reflect accuracy.
 QO2389.GEOID18 height accuracy estimate available here.
 QO2389
 QO2389.Click photographs - Photos may exist for this station.
 QO2389
 QO2389.The dynamic height is computed by dividing the NAVD 88
 QO2389.geopotential number by the normal gravity value computed on the
 QO2389.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QO2389.degrees latitude (g = 980.6199 gals.).
 QO2389
 QO2389.The modeled gravity was interpolated from observed gravity values.
 QO2389
 QO2389;                    North         East    Units  Estimated Accuracy
 QO2389;SPC MN S     -   327,066.6     853,783.2     MT  (+/- 3 meters HH1 GPS) 
 QO2389
 QO2389_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK7500587612(NAD 83)
 QO2389
 QO2389                          SUPERSEDED SURVEY CONTROL
 QO2389
 QO2389.No superseded survey control is available for this station.
 QO2389
 QO2389_MARKER: DV = VERTICAL CONTROL DISK
 QO2389_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 QO2389_SP_SET: BRIDGE ABUTMENT
 QO2389_STAMPING: 2741 A 1979
 QO2389_MARK LOGO: MNHD
 QO2389_MAGNETIC: O = OTHER; SEE DESCRIPTION
 QO2389_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QO2389_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 QO2389+SATELLITE: SATELLITE OBSERVATIONS - July 03, 2008
 QO2389
 QO2389  HISTORY     - Date     Condition        Report By
 QO2389  HISTORY     - 1979     MONUMENTED       MNHD
 QO2389  HISTORY     - 20070802 GOOD             MNDT
 QO2389  HISTORY     - 20080703 GOOD             MNDT
 QO2389
 QO2389                          STATION DESCRIPTION
 QO2389
 QO2389'DESCRIBED BY MN HIGHWAY DEPT 1979
 QO2389'THE MARK IS LOCATED IN THE CITY OF MINNEAPOLIS, IN THE SW 1/4 OF
 QO2389'SECTION 11, T118N, R21W, IN THE TOP OF THE SOUTHEAST CORNER ABUTMENT
 QO2389'OF THE TRUNK HIGHWAY 152 BRIDGE (NUMBER 27152) OVER THE SOO LINE
 QO2389'RAILROAD, 0.7 MI (1.1 KM) SOUTHEAST ALONG TRUNK HIGHWAY 152 FROM ITS
 QO2389'JUNCTION WITH TRUNK HIGHWAY 100 IN BROOKLYN CENTER.  THE MARK, A
 QO2389'STANDARD MNDT VERTICAL CONTROL MONUMENT DISK STAMPED---2741 A
 QO2389'1979---, IS SET FLUSH IN A DRILL HOLE.
 QO2389
 QO2389                          STATION RECOVERY (2007)
 QO2389
 QO2389'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (JJB)
 QO2389'THE MARK IS LOCATED ABOUT 6.8 MI (10.9 KM) SOUTHEAST OF OSSEO, 5.9 MI
 QO2389'(9.5 KM) WEST-SOUTHWEST OF NEW BRIGHTON AND 5.0 MI (8.0 KM)
 QO2389'NORTH-NORTHWEST OF MINNEAPOLIS.
 QO2389'
 QO2389'TO REACH TO THE MARK IN MINNEAPOLIS, 0.7 MI (1.1 KM) SOUTHEAST ALONG
 QO2389'TRUNK HIGHWAY 152 FROM THE JUNCTION OF TRUNK HIGHWAY 152 AND TRUNK
 QO2389'HIGHWAY 100, IN SOUTHEAST CORNER OF TRUNK HIGHWAY 152 BRIDGE 27152
 QO2389'OVER RAILROAD.
 QO2389
 QO2389                          STATION RECOVERY (2008)
 QO2389
 QO2389'RECOVERY NOTE BY MN DEPT OF TRANSP 2008 (PJG)
 QO2389'THE MARK IS LOCATED ABOUT 6.8 MI (10.9 KM) SOUTHEAST OF OSSEO, 5.9 MI
 QO2389'(9.5 KM) WEST-SOUTHWEST OF NEW BRIGHTON AND 5.0 MI (8.0 KM)
 QO2389'NORTH-NORTHWEST OF MINNEAPOLIS.
 QO2389'
 QO2389'TO REACH TO THE MARK IN MINNEAPOLIS, GO 0.7 MI (1.1 KM) SOUTHEAST
 QO2389'ALONG TRUNK HIGHWAY 152 FROM THE JUNCTION OF TRUNK HIGHWAY 152 AND
 QO2389'TRUNK HIGHWAY 100, IN SOUTHEAST CORNER OF TRUNK HIGHWAY 152 BRIDGE
 QO2389'27152 OVER RAILROAD
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 QO2390 ***********************************************************************
 QO2390  DESIGNATION -  2741 B
 QO2390  PID         -  QO2390
 QO2390  STATE/COUNTY-  MN/HENNEPIN
 QO2390  COUNTRY     -  US
 QO2390  USGS QUAD   -  MINNEAPOLIS NORTH (2019)
 QO2390
 QO2390                         *CURRENT SURVEY CONTROL
 QO2390  ______________________________________________________________________
 QO2390* NAD 83(1986) POSITION- 45 02 11.57   (N) 093 18 38.08   (W)   HD_HELD1
 QO2390* NAVD 88 ORTHO HEIGHT -   261.549 (meters)      858.10  (feet) ADJUSTED
 QO2390  ______________________________________________________________________
 QO2390  GEOID HEIGHT    -        -27.145 (meters)                     GEOID18
 QO2390  DYNAMIC HEIGHT  -        261.546 (meters)      858.09  (feet) COMP
 QO2390  MODELED GRAVITY -    980,595.7   (mgal)                       NAVD 88
 QO2390
 QO2390  VERT ORDER      -  SECOND    CLASS II
 QO2390
 QO2390.The horizontal coordinates were determined by differentially corrected
 QO2390.hand held GPS observations or other comparable positioning techniques
 QO2390.and have an estimated accuracy of +/- 3 meters.
 QO2390
 QO2390.The orthometric height was determined by differential leveling and
 QO2390.adjusted by the NATIONAL GEODETIC SURVEY
 QO2390.in June 1995.
 QO2390
 QO2390.Significant digits in the geoid height do not necessarily reflect accuracy.
 QO2390.GEOID18 height accuracy estimate available here.
 QO2390
 QO2390.Click photographs - Photos may exist for this station.
 QO2390
 QO2390.The dynamic height is computed by dividing the NAVD 88
 QO2390.geopotential number by the normal gravity value computed on the
 QO2390.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QO2390.degrees latitude (g = 980.6199 gals.).
 QO2390
 QO2390.The modeled gravity was interpolated from observed gravity values.
 QO2390
 QO2390;                    North         East    Units  Estimated Accuracy
 QO2390;SPC MN S     -   326,517.3     854,321.7     MT  (+/- 3 meters HH1 GPS) 
 QO2390
 QO2390_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK7553787057(NAD 83)
 QO2390
 QO2390                          SUPERSEDED SURVEY CONTROL
 QO2390
 QO2390.No superseded survey control is available for this station.
 QO2390
 QO2390_MARKER: DV = VERTICAL CONTROL DISK
 QO2390_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 QO2390_STAMPING: 2741 B 1979
 QO2390_MARK LOGO: MNHD
 QO2390_PROJECTION: RECESSED 5 CENTIMETERS
 QO2390_MAGNETIC: I = MARKER IS A STEEL ROD
 QO2390_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QO2390_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QO2390+SATELLITE: SATELLITE OBSERVATIONS - April 07, 2020
 QO2390
 QO2390  HISTORY     - Date     Condition        Report By
 QO2390  HISTORY     - 1979     MONUMENTED       MNHD
 QO2390  HISTORY     - 20070802 GOOD             MNDT
 QO2390  HISTORY     - 20200407 GOOD             MNDT
 QO2390
 QO2390                          STATION DESCRIPTION
 QO2390
 QO2390'DESCRIBED BY MN HIGHWAY DEPT 1979
 QO2390'THE MARK IS LOCATED IN THE CITY OF MINNEAPOLIS, IN THE NW 1/4 OF
 QO2390'SECTION 14, T118N, R21W, IN THE TRIANGLE BOUNDED BY TRUNK HIGHWAY 152
 QO2390'(OSSEO ROAD) WITH NORTH QUEEN AVENUE AND NORTH 45TH AVENUE, 1.15 MI
 QO2390'(1.85 KM) SOUTHEAST ALONG TRUNK HIGHWAY 152 FROM ITS JUNCTION WITH
 QO2390'TRUNK HIGHWAY 100 IN BROOKLYN CENTER.  THE MARK, A STANDARD MNDT
 QO2390'VERTICAL CONTROL MONUMENT DISK STAMPED---2741 B 1979---, IS SET ON
 QO2390'TOP OF 8 FEET OF COPPER-CLAD STEEL (MAGNETIC) ROD WITH 4 INCHES OF
 QO2390'SIGN POST BOLTED TO THE BOTTOM AND SET IN 8 INCHES OF CONCRETE IN A 6
 QO2390'INCH DIAMETER HOLE AND IS BURIED 2 INCHES BELOW THE SURFACE OF THE
 QO2390'GROUND. THE MARK IS 43 FT (13.1 M) NORTHEAST OF THE CENTERLINE OF
 QO2390'TRUNK HIGHWAY 152, 46 FT (14.0 M) WEST OF THE CENTERLINE OF NORTH
 QO2390'QUEEN AVENUE, 41 FT (12.5 M) SOUTH OF THE CENTERLINE OF NORTH 45TH
 QO2390'AVENUE, 37 FT (11.3 M) SOUTHEAST OF A POWER POLE, 28 FT (8.5 M)
 QO2390'SOUTH OF A FIRE HYDRANT, AND 1 FT (0.3 M) WEST OF A STEEL WITNESS
 QO2390'POST.
 QO2390
 QO2390                          STATION RECOVERY (2007)
 QO2390
 QO2390'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (JJB)
 QO2390'THE MARK IS LOCATED ABOUT 7.3 MI (11.7 KM) SOUTHEAST OF OSSEO, 5.7 MI
 QO2390'(9.2 KM) WEST-SOUTHWEST OF NEW BRIGHTON AND 4.5 MI (7.2 KM)
 QO2390'NORTH-NORTHWEST OF MINNEAPOLIS.
 QO2390'
 QO2390'TO REACH TO THE MARK IN MINNEAPOLIS, GO 1.15 MI (1.9 KM) SOUTHEAST
 QO2390'ALONG TRUNK HIGHWAY 152 FROM THE JUNCTION OF TRUNK HIGHWAY 152 AND
 QO2390'TRUNK HIGHWAY 100, AT THE JUNCTION OF TRUNK HIGHWAY 152 (NORTH QUEEN
 QO2390'AVENUE) AND NORTH 45TH AVENUE, 43 FT (13.1 M) NORTHEAST OF TRUNK
 QO2390'HIGHWAY 152, 46 FT (14.0 M) WEST OF NORTH QUEEN AVENUE, 41 FT (12.5 M)
 QO2390'SOUTH OF NORTH 45TH AVENUE, 37 FT (11.3 M) SOUTHEAST OF POWER POLE, 28
 QO2390'FT (8.5 M) SOUTH OF FIRE HYDRANT, 1.0 FT (0.3 M) WEST OF A WITNESS
 QO2390'POST.
 QO2390
 QO2390                          STATION RECOVERY (2020)
 QO2390
 QO2390'RECOVERY NOTE BY MN DEPT OF TRANSP 2020 (SEL)
 QO2390'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 QO2392 ***********************************************************************
 QO2392  DESIGNATION -  2741 C
 QO2392  PID         -  QO2392
 QO2392  STATE/COUNTY-  MN/HENNEPIN
 QO2392  COUNTRY     -  US
 QO2392  USGS QUAD   -  MINNEAPOLIS NORTH (2019)
 QO2392
 QO2392                         *CURRENT SURVEY CONTROL
 QO2392  ______________________________________________________________________
 QO2392* NAD 83(1986) POSITION- 45 02 11.62   (N) 093 17 35.10   (W)   HD_HELD1
 QO2392* NAVD 88 ORTHO HEIGHT -   255.765 (meters)      839.12  (feet) ADJUSTED
 QO2392  ______________________________________________________________________
 QO2392  GEOID HEIGHT    -        -27.160 (meters)                     GEOID18
 QO2392  DYNAMIC HEIGHT  -        255.762 (meters)      839.11  (feet) COMP
 QO2392  MODELED GRAVITY -    980,594.7   (mgal)                       NAVD 88
 QO2392
 QO2392  VERT ORDER      -  SECOND    CLASS II
 QO2392
 QO2392.The horizontal coordinates were determined by differentially corrected
 QO2392.hand held GPS observations or other comparable positioning techniques
 QO2392.and have an estimated accuracy of +/- 3 meters.
 QO2392
 QO2392.The orthometric height was determined by differential leveling and
 QO2392.adjusted by the NATIONAL GEODETIC SURVEY
 QO2392.in June 1995.
 QO2392
 QO2392.Significant digits in the geoid height do not necessarily reflect accuracy.
 QO2392.GEOID18 height accuracy estimate available here.
 QO2392
 QO2392.Click photographs - Photos may exist for this station.
 QO2392
 QO2392.The dynamic height is computed by dividing the NAVD 88
 QO2392.geopotential number by the normal gravity value computed on the
 QO2392.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QO2392.degrees latitude (g = 980.6199 gals.).
 QO2392
 QO2392.The modeled gravity was interpolated from observed gravity values.
 QO2392
 QO2392;                    North         East    Units  Estimated Accuracy
 QO2392;SPC MN S     -   326,530.6     855,700.1     MT  (+/- 3 meters HH1 GPS) 
 QO2392
 QO2392_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK7691587053(NAD 83)
 QO2392
 QO2392                          SUPERSEDED SURVEY CONTROL
 QO2392
 QO2392.No superseded survey control is available for this station.
 QO2392
 QO2392_MARKER: DV = VERTICAL CONTROL DISK
 QO2392_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 QO2392_SP_SET: BRIDGE ABUTMENT
 QO2392_STAMPING: 2741 C 1979
 QO2392_MARK LOGO: MNHD
 QO2392_MAGNETIC: O = OTHER; SEE DESCRIPTION
 QO2392_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QO2392
 QO2392  HISTORY     - Date     Condition        Report By
 QO2392  HISTORY     - 1979     MONUMENTED       MNHD
 QO2392  HISTORY     - 20070701 GOOD             MNDT
 QO2392
 QO2392                          STATION DESCRIPTION
 QO2392
 QO2392'DESCRIBED BY MN HIGHWAY DEPT 1979
 QO2392'THE MARK IS LOCATED IN THE CITY OF MINNEAPOLIS, IN THE NW 1/4 OF
 QO2392'SECTION 13, T118N, R21W, IN THE TOP OF THE SOUTHEAST CORNER ABUTMENT
 QO2392'OF THE 45TH AVENUE BRIDGE (NUMBER 27506) OVER SHINGLE CREEK, 0.3 MI
 QO2392'(0.5 KM) WEST ALONG 45TH AVENUE NORTH FROM ITS JUNCTION WITH TRUNK
 QO2392'HIGHWAY 169 (LYNDALE AVENUE) IN MINNEAPOLIS.  THE MARK, A STANDARD
 QO2392'MNDT VERTICAL CONTROL MONUMENT DISK STAMPED---2741 C 1979---, IS SET
 QO2392'FLUSH IN A DRILL HOLE.
 QO2392
 QO2392                          STATION RECOVERY (2007)
 QO2392
 QO2392'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (JJB)
 QO2392'THE MARK IS LOCATED ABOUT 7.8 MI (12.6 KM) SOUTHEAST OF OSSEO, 4.9 MI
 QO2392'(7.9 KM) WEST-SOUTHWEST OF NEW BRIGHTON AND 4.2 MI (6.8 KM)
 QO2392'NORTH-NORTHWEST OF MINNEAPOLIS.
 QO2392'
 QO2392'TO REACH TO THE MARK IN MINNEAPOLIS, GO 0.3 MI (0.5 KM) WEST OF THE
 QO2392'JUNCTION OF TRUNK HIGHWAY 169 (LYNDALE AVENUE NORTH) AND 45TH AVENUE
 QO2392'NORTH, IN SOUTHEAST CORNER OF 45TH AVENUE NORTH BRIDGE 27506 OVER
 QO2392'SHINGLE CREEK.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 QO2380 ***********************************************************************
 QO2380  DESIGNATION -  2742 A
 QO2380  PID         -  QO2380
 QO2380  STATE/COUNTY-  MN/HENNEPIN
 QO2380  COUNTRY     -  US
 QO2380  USGS QUAD   -  MINNEAPOLIS NORTH (2019)
 QO2380
 QO2380                         *CURRENT SURVEY CONTROL
 QO2380  ______________________________________________________________________
 QO2380* NAD 83(1986) POSITION- 45 05 42.     (N) 093 21 29.     (W)   SCALED
 QO2380* NAVD 88 ORTHO HEIGHT -   266.160 (meters)      873.23  (feet) ADJUSTED
 QO2380  ______________________________________________________________________
 QO2380  GEOID HEIGHT    -        -27.337 (meters)                     GEOID18
 QO2380  DYNAMIC HEIGHT  -        266.155 (meters)      873.21  (feet) COMP
 QO2380  MODELED GRAVITY -    980,587.8   (mgal)                       NAVD 88
 QO2380
 QO2380  VERT ORDER      -  SECOND    CLASS II
 QO2380
 QO2380.The horizontal coordinates were scaled from a map and have
 QO2380.an estimated accuracy of +/- 6 seconds.
 QO2380
 QO2380.The orthometric height was determined by differential leveling and
 QO2380.adjusted by the NATIONAL GEODETIC SURVEY
 QO2380.in June 1995.
 QO2380
 QO2380.Significant digits in the geoid height do not necessarily reflect accuracy.
 QO2380.GEOID18 height accuracy estimate available here.
 QO2380
 QO2380.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK718935(NAD 83)
 QO2380
 QO2380                          SUPERSEDED SURVEY CONTROL
 QO2380
 QO2380.No superseded survey control is available for this station.
 QO2380
 QO2380_MARKER: DV = VERTICAL CONTROL DISK
 QO2380_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 QO2380+WITH SETTING: INTO GROUND
 QO2380_STAMPING: 2742 A 1980
 QO2380_MARK LOGO: MNDT
 QO2380_MAGNETIC: I = MARKER IS A STEEL ROD
 QO2380_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QO2380+STABILITY: SURFACE MOTION
 QO2380
 QO2380  HISTORY     - Date     Condition        Report By
 QO2380  HISTORY     - 1980     MONUMENTED       MNDT
 QO2380  HISTORY     - 20070726 MARK NOT FOUND   MNDT
 QO2380
 QO2380                          STATION DESCRIPTION
 QO2380
 QO2380'DESCRIBED BY MN DEPT OF TRANSP 1980
 QO2380'THE MARK IS LOCATED IN THE TOWN OF BROOKLYN PARK, IN THE SW 1/4 OF
 QO2380'SECTION 21, T119N, R21W, 1.25 MI (2.01 KM) EAST ALONG TRUNK HIGHWAY
 QO2380'152 FROM ITS SOUTH JUNCTION WITH TRUNK HIGHWAY 52 IN BROOKLYN PARK.
 QO2380'THE MARK, A STANDARD MNDT VERTICAL CONTROL MONUMENT DISK
 QO2380'STAMPED---2742 A 1980---, IS SET ON TOP OF 8 FEET OF COPPER-CLAD
 QO2380'STEEL (MAGNETIC) ROD WITH 4 INCHES OF SIGN POST BOLTED TO THE BOTTOM
 QO2380'AND SET IN 8 INCHES OF CONCRETE IN A 6 INCH DIAMETER HOLE AND IS
 QO2380'FLUSH WITH THE SURFACE OF THE GROUND.  THE MARK IS 275 FT (83.8 M)
 QO2380'WEST OF ZANE AVENUE, 28 FT (8.5 M) WEST OF THE CENTERLINE OF THE WEST
 QO2380'ENTRANCE TO A WHITE CASTLE RESTERANT, 18 FT (5.5 M) SOUTHEAST OF A
 QO2380'POWER POLE (NUMBER 4 OSS 63), 6 FT (1.8 M) NORTH OF THE NORTH CURB
 QO2380'OF THE WESTBOUND LANE OF TRUNK HIGHWAY 152, AND 2 FT (0.6 M) EAST OF
 QO2380'A STEEL WITNESS POST.
 QO2380
 QO2380                          STATION RECOVERY (2007)
 QO2380
 QO2380'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (JJB)
 QO2380'THE MARK WAS NOT RECOVERED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 QO2382 ***********************************************************************
 QO2382  DESIGNATION -  2742 C
 QO2382  PID         -  QO2382
 QO2382  STATE/COUNTY-  MN/HENNEPIN
 QO2382  COUNTRY     -  US
 QO2382  USGS QUAD   -  MINNEAPOLIS NORTH (2019)
 QO2382
 QO2382                         *CURRENT SURVEY CONTROL
 QO2382  ______________________________________________________________________
 QO2382* NAD 83(1986) POSITION- 45 05 22.     (N) 093 20 47.     (W)   SCALED
 QO2382* NAVD 88 ORTHO HEIGHT -   263.271 (meters)      863.75  (feet) ADJUSTED
 QO2382  ______________________________________________________________________
 QO2382  GEOID HEIGHT    -        -27.302 (meters)                     GEOID18
 QO2382  DYNAMIC HEIGHT  -        263.266 (meters)      863.73  (feet) COMP
 QO2382  MODELED GRAVITY -    980,591.0   (mgal)                       NAVD 88
 QO2382
 QO2382  VERT ORDER      -  SECOND    CLASS II
 QO2382
 QO2382.The horizontal coordinates were scaled from a map and have
 QO2382.an estimated accuracy of +/- 6 seconds.
 QO2382
 QO2382.The orthometric height was determined by differential leveling and
 QO2382.adjusted by the NATIONAL GEODETIC SURVEY
 QO2382.in June 1995.
 QO2382
 QO2382.Significant digits in the geoid height do not necessarily reflect accuracy.
 QO2382.GEOID18 height accuracy estimate available here.
 QO2382
 QO2382.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK727929(NAD 83)
 QO2382
 QO2382                          SUPERSEDED SURVEY CONTROL
 QO2382
 QO2382.No superseded survey control is available for this station.
 QO2382
 QO2382_MARKER: DV = VERTICAL CONTROL DISK
 QO2382_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 QO2382+WITH SETTING: INTO GROUND
 QO2382_STAMPING: 2742 C 1980
 QO2382_MARK LOGO: MNDT
 QO2382_MAGNETIC: I = MARKER IS A STEEL ROD
 QO2382_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QO2382+STABILITY: SURFACE MOTION
 QO2382
 QO2382  HISTORY     - Date     Condition        Report By
 QO2382  HISTORY     - 1980     MONUMENTED       MNDT
 QO2382  HISTORY     - 20070726 MARK NOT FOUND   MNDT
 QO2382
 QO2382                          STATION DESCRIPTION
 QO2382
 QO2382'DESCRIBED BY MN DEPT OF TRANSP 1980
 QO2382'THE MARK IS LOCATED IN THE TOWN OF BROOKLYN PARK, IN THE NE 1/4 OF
 QO2382'SECTION 28, T119N, R21W, 1.0 MI (1.6 KM) NORTH ALONG TRUNK HIGHWAY
 QO2382'152 FROM ITS JUNCTION WITH TRUNK HIGHWAY 94 IN BROOKLYN CENTER.  THE
 QO2382'MARK, A STANDARD MNDT VERTICAL CONTROL MONUMENT DISK STAMPED---2742 C
 QO2382'1980---, IS SET ON TOP OF 8 FEET OF COPPER-CLAD STEEL (MAGNETIC) ROD
 QO2382'WITH 4 INCHES OF SIGN POST BOLTED TO THE BOTTOM AND SET IN 8 INCHES
 QO2382'OF CONCRETE IN A 6 INCH DIAMETER HOLE AND IS FLUSH WITH THE SURFACE
 QO2382'OF THE GROUND.  THE MARK IS 59 FT (18.0 M) EAST OF THE CENTERLINE OF
 QO2382'TRUNK HIGHWAY 152 AND BROOKLYN BOULEVARD, 253 FT (77.1 M) NORTHWEST
 QO2382'OF THE ENTRANCE TO PARK CENTER HIGH SCHOOL, 9 FT (2.7 M) NORTH OF
 QO2382'THE SOUTH END OF A CHAIN LINK FENCE, AND 3 FT (0.9 M) EAST OF A
 QO2382'CHAIN LINK FENCE.
 QO2382
 QO2382                          STATION RECOVERY (2007)
 QO2382
 QO2382'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (JJB)
 QO2382'THE MARK WAS NOT RECOVERED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 QO2384 ***********************************************************************
 QO2384  DESIGNATION -  2742 E
 QO2384  PID         -  QO2384
 QO2384  STATE/COUNTY-  MN/HENNEPIN
 QO2384  COUNTRY     -  US
 QO2384  USGS QUAD   -  MINNEAPOLIS NORTH (2019)
 QO2384
 QO2384                         *CURRENT SURVEY CONTROL
 QO2384  ______________________________________________________________________
 QO2384* NAD 83(1986) POSITION- 45 04 18.     (N) 093 19 46.     (W)   SCALED
 QO2384* NAVD 88 ORTHO HEIGHT -   262.277 (meters)      860.49  (feet) ADJUSTED
 QO2384  ______________________________________________________________________
 QO2384  GEOID HEIGHT    -        -27.226 (meters)                     GEOID18
 QO2384  DYNAMIC HEIGHT  -        262.273 (meters)      860.47  (feet) COMP
 QO2384  MODELED GRAVITY -    980,596.0   (mgal)                       NAVD 88
 QO2384
 QO2384  VERT ORDER      -  SECOND    CLASS II
 QO2384
 QO2384.The horizontal coordinates were scaled from a map and have
 QO2384.an estimated accuracy of +/- 6 seconds.
 QO2384
 QO2384.The orthometric height was determined by differential leveling and
 QO2384.adjusted by the NATIONAL GEODETIC SURVEY
 QO2384.in June 1995.
 QO2384
 QO2384.Significant digits in the geoid height do not necessarily reflect accuracy.
 QO2384.GEOID18 height accuracy estimate available here.
 QO2384
 QO2384.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK740909(NAD 83)
 QO2384
 QO2384                          SUPERSEDED SURVEY CONTROL
 QO2384
 QO2384.No superseded survey control is available for this station.
 QO2384
 QO2384_MARKER: DV = VERTICAL CONTROL DISK
 QO2384_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 QO2384_STAMPING: 2742 E 1980
 QO2384_MARK LOGO: MNDT
 QO2384_MAGNETIC: I = MARKER IS A STEEL ROD
 QO2384_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QO2384+STABILITY: SURFACE MOTION
 QO2384
 QO2384  HISTORY     - Date     Condition        Report By
 QO2384  HISTORY     - 1980     MONUMENTED       MNDT
 QO2384  HISTORY     - 20070802 MARK NOT FOUND   MNDT
 QO2384
 QO2384                          STATION DESCRIPTION
 QO2384
 QO2384'DESCRIBED BY MN DEPT OF TRANSP 1980
 QO2384'THE MARK IS LOCATED IN THE TOWN OF BROOKLYN CENTER, IN THE SW 1/4 OF
 QO2384'SECTION 34, T119N, R21W, 0.4 MI (0.6 KM) SOUTHEAST MEASURED ALONG
 QO2384'TRUNK HIGHWAY 152 FROM ITS JUNCTION WITH TRUNK HIGHWAY 94 IN BROOKLYN
 QO2384'CENTER.  THE MARK, A STANDARD MNDT VERTICAL CONTROL MONUMENT DISK
 QO2384'STAMPED---2742 E 1980---, IS SET ON TOP OF 8 FEET OF COPPER-CLAD
 QO2384'STEEL (MAGNETIC) ROD WITH 4 INCHES OF SIGN POST BOLTED TO THE BOTTOM
 QO2384'AND SET IN 8 INCHES OF CONCRETE IN A 6 INCH DIAMETER HOLE AND IS
 QO2384'FLUSH WITH THE SURFACE OF THE GROUND.  THE MARK IS 58 FT (17.7 M)
 QO2384'NORTHEAST OF THE CENTERLINE OF TRUNK HIGHWAY 152, 750 FT (228.6 M)
 QO2384'NORTHWEST OF 63RD AVENUE NORTH NEAR THE NORTHWEST CORNER OF THE
 QO2384'BITUMINOUS PARKING LOT, 37 FT (11.3 M) SOUTHEAST OF A POWER POLE,
 QO2384'AND 3 FT (0.9 M) WEST OF THE SOUTHEAST CORNER OF THE CHAIN LINK
 QO2384'FENCE AROUND THE PLAY GROUND.
 QO2384
 QO2384                          STATION RECOVERY (2007)
 QO2384
 QO2384'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (JJB)
 QO2384'THE MARK WAS NOT RECOVERED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 QO2388 ***********************************************************************
 QO2388  DESIGNATION -  2742 H
 QO2388  PID         -  QO2388
 QO2388  STATE/COUNTY-  MN/HENNEPIN
 QO2388  COUNTRY     -  US
 QO2388  USGS QUAD   -  MINNEAPOLIS NORTH (2019)
 QO2388
 QO2388                         *CURRENT SURVEY CONTROL
 QO2388  ______________________________________________________________________
 QO2388* NAD 83(1986) POSITION- 45 02 44.40   (N) 093 19 11.43   (W)   HD_HELD1
 QO2388* NAVD 88 ORTHO HEIGHT -   264.246 (meters)      866.95  (feet) ADJUSTED
 QO2388  ______________________________________________________________________
 QO2388  GEOID HEIGHT    -        -27.157 (meters)                     GEOID18
 QO2388  DYNAMIC HEIGHT  -        264.242 (meters)      866.93  (feet) COMP
 QO2388  MODELED GRAVITY -    980,596.7   (mgal)                       NAVD 88
 QO2388
 QO2388  VERT ORDER      -  SECOND    CLASS II
 QO2388
 QO2388.The horizontal coordinates were determined by differentially corrected
 QO2388.hand held GPS observations or other comparable positioning techniques
 QO2388.and have an estimated accuracy of +/- 3 meters.
 QO2388
 QO2388.The orthometric height was determined by differential leveling and
 QO2388.adjusted by the NATIONAL GEODETIC SURVEY
 QO2388.in June 1995.
 QO2388
 QO2388.Significant digits in the geoid height do not necessarily reflect accuracy.
 QO2388.GEOID18 height accuracy estimate available here.
 QO2388
 QO2388.Click photographs - Photos may exist for this station.
 QO2388
 QO2388.The dynamic height is computed by dividing the NAVD 88
 QO2388.geopotential number by the normal gravity value computed on the
 QO2388.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QO2388.degrees latitude (g = 980.6199 gals.).
 QO2388
 QO2388.The modeled gravity was interpolated from observed gravity values.
 QO2388
 QO2388;                    North         East    Units  Estimated Accuracy
 QO2388;SPC MN S     -   327,524.6     853,583.3     MT  (+/- 3 meters HH1 GPS) 
 QO2388
 QO2388_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK7481188073(NAD 83)
 QO2388
 QO2388                          SUPERSEDED SURVEY CONTROL
 QO2388
 QO2388.No superseded survey control is available for this station.
 QO2388
 QO2388_MARKER: DV = VERTICAL CONTROL DISK
 QO2388_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 QO2388_SP_SET: CONCRETE SLAB
 QO2388_STAMPING: 2742 H 1980
 QO2388_MARK LOGO: MNDT
 QO2388_MAGNETIC: O = OTHER; SEE DESCRIPTION
 QO2388_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QO2388_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 QO2388+SATELLITE: SATELLITE OBSERVATIONS - July 03, 2008
 QO2388
 QO2388  HISTORY     - Date     Condition        Report By
 QO2388  HISTORY     - 1980     MONUMENTED       MNDT
 QO2388  HISTORY     - 20070802 GOOD             MNDT
 QO2388  HISTORY     - 20080703 GOOD             MNDT
 QO2388
 QO2388                          STATION DESCRIPTION
 QO2388
 QO2388'DESCRIBED BY MN DEPT OF TRANSP 1980
 QO2388'THE MARK IS LOCATED IN THE TOWN OF BROOKLYN CENTER, IN THE NE 1/4 OF
 QO2388'SECTION 10, T118N, R21W, 0.35 MI (0.56 KM) SOUTHEAST ALONG TRUNK
 QO2388'HIGHWAY 152 FORM ITS JUNCTION WITH TRUNK HIGHWAY 100 IN BROOKLYN
 QO2388'CENTER.  THE MARK, A STANDARD MNDT VERTICAL CONTROL MONUMENT DISK
 QO2388'STAMPED---2742 H 1980---, IS SET FLUSH IN A DRILL HOLE IN THE
 QO2388'NORTHEAST CORNER OF A POURED IN PLACE CONCRETE SANITARY MANHOLE.  THE
 QO2388'MARK IS 65 FT (19.8 M) NORTHEAST OF THE CENTERLINE OF TRUNK HIGHWAY
 QO2388'152, 45 FT (13.7 M) SOUTH OF THE CENTERLINE OF 50TH AVENUE NORTH, 27
 QO2388'FT (8.2 M) SOUTHWEST OF THE NORTHWEST CORNER OF A BRICK BUILDING
 QO2388'NAMED TWIN LAKE ALANO AT 4938 BROOKLYN BOULIVARD, AND 18 FT (5.5 M)
 QO2388'NORTHWEST OF A FLAGPOLE.
 QO2388
 QO2388                          STATION RECOVERY (2007)
 QO2388
 QO2388'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (JJB)
 QO2388'THE MARK IS LOCATED ABOUT 6.5 MI (10.5 KM) SOUTHEAST OF OSSEO, 5.9 MI
 QO2388'(9.5 KM) WEST-SOUTHWEST OF NEW BRIGHTON AND 5.3 MI (8.5 KM)
 QO2388'NORTH-NORTHWEST OF MINNEAPOLIS.
 QO2388'
 QO2388'TO REACH TO THE MARK IN BROOKLYN CENTER, 0.35 MI (0.6 KM) SOUTHEAST OF
 QO2388'THE JUNCTION OF TRUNK HIGHWAY 100 AND TRUNK HIGHWAY 152, 65 FT (19.8
 QO2388'M) NORTHEAST OF TRUNK HIGHWAY 152, 45 FT (13.7 M) SOUTH OF 50TH AVENUE
 QO2388'NORTH, 27 FT (8.2 M) SOUTHWEST OF THE NORTHWEST CORNER OF BRICK
 QO2388'BUILDING 4938, 18 FT (5.5 M) NORTHWEST OF FLAGPOLE, IN CONCRETE
 QO2388'MANHOLE.
 QO2388
 QO2388                          STATION RECOVERY (2008)
 QO2388
 QO2388'RECOVERY NOTE BY MN DEPT OF TRANSP 2008 (PJG)
 QO2388'THE MARK IS LOCATED ABOUT 6.5 MI (10.5 KM) SOUTHEAST OF OSSEO, 5.9 MI
 QO2388'(9.5 KM) WEST-SOUTHWEST OF NEW BRIGHTON AND 5.3 MI (8.5 KM)
 QO2388'NORTH-NORTHWEST OF MINNEAPOLIS.
 QO2388'
 QO2388'TO REACH TO THE MARK IN BROOKLYN CENTER, GO 0.35 MI (0.6 KM) SOUTHEAST
 QO2388'OF THE JUNCTION OF TRUNK HIGHWAY 100 AND TRUNK HIGHWAY 152, 65 FT
 QO2388'(19.8 M) NORTHEAST OF TRUNK HIGHWAY 152, 45 FT (13.7 M) SOUTH OF 50TH
 QO2388'AVENUE NORTH, 27 FT (8.2 M) SOUTHWEST OF THE NORTHWEST CORNER OF BRICK
 QO2388'BUILDING 4938, 18 FT (5.5 M) NORTHWEST OF FLAGPOLE, IN CONCRETE
 QO2388'MANHOLE.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 QO2387 ***********************************************************************
 QO2387  DESIGNATION -  2742 J
 QO2387  PID         -  QO2387
 QO2387  STATE/COUNTY-  MN/HENNEPIN
 QO2387  COUNTRY     -  US
 QO2387  USGS QUAD   -  MINNEAPOLIS NORTH (2019)
 QO2387
 QO2387                         *CURRENT SURVEY CONTROL
 QO2387  ______________________________________________________________________
 QO2387* NAD 83(1986) POSITION- 45 03 02.82   (N) 093 19 18.75   (W)   HD_HELD1
 QO2387* NAVD 88 ORTHO HEIGHT -   264.512 (meters)      867.82  (feet) ADJUSTED
 QO2387  ______________________________________________________________________
 QO2387  GEOID HEIGHT    -        -27.167 (meters)                     GEOID18
 QO2387  DYNAMIC HEIGHT  -        264.508 (meters)      867.81  (feet) COMP
 QO2387  MODELED GRAVITY -    980,596.9   (mgal)                       NAVD 88
 QO2387
 QO2387  VERT ORDER      -  SECOND    CLASS I
 QO2387
 QO2387.The horizontal coordinates were determined by differentially corrected
 QO2387.hand held GPS observations or other comparable positioning techniques
 QO2387.and have an estimated accuracy of +/- 3 meters.
 QO2387
 QO2387.The orthometric height was determined by differential leveling and
 QO2387.adjusted by the NATIONAL GEODETIC SURVEY
 QO2387.in June 1995.
 QO2387
 QO2387.Significant digits in the geoid height do not necessarily reflect accuracy.
 QO2387.GEOID18 height accuracy estimate available here.
 QO2387
 QO2387.Click photographs - Photos may exist for this station.
 QO2387
 QO2387.The dynamic height is computed by dividing the NAVD 88
 QO2387.geopotential number by the normal gravity value computed on the
 QO2387.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QO2387.degrees latitude (g = 980.6199 gals.).
 QO2387
 QO2387.The modeled gravity was interpolated from observed gravity values.
 QO2387
 QO2387;                    North         East    Units  Estimated Accuracy
 QO2387;SPC MN S     -   328,091.8     853,418.4     MT  (+/- 3 meters HH1 GPS) 
 QO2387
 QO2387_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK7465388642(NAD 83)
 QO2387
 QO2387                          SUPERSEDED SURVEY CONTROL
 QO2387
 QO2387.No superseded survey control is available for this station.
 QO2387
 QO2387_MARKER: DV = VERTICAL CONTROL DISK
 QO2387_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 QO2387_SP_SET: BRIDGE ABUTMENT
 QO2387_STAMPING: 2742 J 1980
 QO2387_MARK LOGO: MNDT
 QO2387_MAGNETIC: N = NO MAGNETIC MATERIAL
 QO2387_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QO2387_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 QO2387+SATELLITE: SATELLITE OBSERVATIONS - July 02, 2008
 QO2387
 QO2387  HISTORY     - Date     Condition        Report By
 QO2387  HISTORY     - 1980     MONUMENTED       MNDT
 QO2387  HISTORY     - 19980604 GOOD             MNDT
 QO2387  HISTORY     - 20070801 GOOD             MNDT
 QO2387  HISTORY     - 20080702 GOOD             MNDT
 QO2387
 QO2387                          STATION DESCRIPTION
 QO2387
 QO2387'DESCRIBED BY MN DEPT OF TRANSP 1980
 QO2387'THE MARK IS LOCATED IN THE TOWN OF BROOKLYN CENTER, IN THE NE 1/4 OF
 QO2387'SECTION 10, T118N, R21W, AT THE TRUNK HIGHWAY 152 BRIDGE (NUMBER
 QO2387'27038) OVER TRUNK HIGHWAY 100.  THE MARK, A STANDARD MNDT VERTICAL
 QO2387'CONTROL MONUMENT DISK STAMPED---2742 J 1980---, IS SET FLUSH IN A
 QO2387'DRILL HOLE IN THE SOUTHEAST CORNER ABUTMENT OF THE BRIDGE.  THE MARK
 QO2387'IS 8 FT (2.4 M) NORTH OF THE SOUTH END OF THE BRIDGE AND 0.5 FT
 QO2387'(0.2 M) EAST OF A CHAIN LINK FENCE.
 QO2387
 QO2387                          STATION RECOVERY (1998)
 QO2387
 QO2387'RECOVERY NOTE BY MN DEPT OF TRANSP 1998 (WAS)
 QO2387'THE MARK WAS RECOVERED AS DESCRIBED.
 QO2387
 QO2387                          STATION RECOVERY (2007)
 QO2387
 QO2387'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (BLB)
 QO2387'THE MARK IS LOCATED ABOUT 6.2 MI (10.0 KM) SOUTHEAST OF OSSEO, 6.0 MI
 QO2387'(9.7 KM) WEST OF NEW BRIGHTON AND 5.6 MI (9.0 KM) NORTH-NORTHWEST OF
 QO2387'MINNEAPOLIS.
 QO2387'
 QO2387'TO REACH TO THE MARK IN BROOKLYN CENTER, AT THE JUNCTION OF TRUNK
 QO2387'HIGHWAY 152 AND TRUNK HIGHWAY 100, 8 FT (2.4 M) NORTH OF SOUTH END OF
 QO2387'BRIDGE THAT RUNS NORTH-SOUTH, 0.5 FT (0.2 M) EAST OF A FENCE, IN
 QO2387'SOUTHEAST CORNER OF TRUNK HIGHWAY 152 BRIDGE 27038 OVER TRUNK HIGHWAY
 QO2387'100.
 QO2387
 QO2387                          STATION RECOVERY (2008)
 QO2387
 QO2387'RECOVERY NOTE BY MN DEPT OF TRANSP 2008 (PJG)
 QO2387'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 QO1024 ***********************************************************************
 QO1024  DESIGNATION -  2743 M
 QO1024  PID         -  QO1024
 QO1024  STATE/COUNTY-  MN/HENNEPIN
 QO1024  COUNTRY     -  US
 QO1024  USGS QUAD   -  ROGERS (2019)
 QO1024
 QO1024                         *CURRENT SURVEY CONTROL
 QO1024  ______________________________________________________________________
 QO1024* NAD 83(1986) POSITION- 45 10 16.33   (N) 093 31 31.04   (W)   HD_HELD1
 QO1024* NAVD 88 ORTHO HEIGHT -   292.974 (meters)      961.20  (feet) ADJUSTED
 QO1024  ______________________________________________________________________
 QO1024  GEOID HEIGHT    -        -28.012 (meters)                     GEOID18
 QO1024  DYNAMIC HEIGHT  -        292.947 (meters)      961.11  (feet) COMP
 QO1024  MODELED GRAVITY -    980,514.7   (mgal)                       NAVD 88
 QO1024
 QO1024  VERT ORDER      -  SECOND    CLASS I
 QO1024
 QO1024.The horizontal coordinates were determined by differentially corrected
 QO1024.hand held GPS observations or other comparable positioning techniques
 QO1024.and have an estimated accuracy of +/- 3 meters.
 QO1024
 QO1024.The orthometric height was determined by differential leveling and
 QO1024.adjusted by the NATIONAL GEODETIC SURVEY
 QO1024.in September 2016.
 QO1024
 QO1024.Significant digits in the geoid height do not necessarily reflect accuracy.
 QO1024.GEOID18 height accuracy estimate available here.
 QO1024
 QO1024.Click photographs - Photos may exist for this station.
 QO1024
 QO1024.The dynamic height is computed by dividing the NAVD 88
 QO1024.geopotential number by the normal gravity value computed on the
 QO1024.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QO1024.degrees latitude (g = 980.6199 gals.).
 QO1024
 QO1024.The modeled gravity was interpolated from observed gravity values.
 QO1024
 QO1024;                    North         East    Units  Estimated Accuracy
 QO1024;SPC MN S     -   341,361.0     837,317.3     MT  (+/- 3 meters HH1 GPS) 
 QO1024
 QO1024_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL5872202103(NAD 83)
 QO1024
 QO1024                          SUPERSEDED SURVEY CONTROL
 QO1024
 QO1024  NAVD 88 (06/15/91)  292.971  (m)          961.19   (f) SUPERSEDED  2 1
 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
 QO1024.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QO1024.See file dsdata.pdf to determine how the superseded data were derived.
 QO1024
 QO1024_MARKER: DB = BENCH MARK DISK
 QO1024_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QO1024_STAMPING: 2743 M 1954
 QO1024_MARK LOGO: MNHD
 QO1024_PROJECTION: RECESSED 30 CENTIMETERS
 QO1024_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 QO1024_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QO1024+STABILITY: SURFACE MOTION
 QO1024_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QO1024+SATELLITE: SATELLITE OBSERVATIONS - September 02, 2014
 QO1024
 QO1024  HISTORY     - Date     Condition        Report By
 QO1024  HISTORY     - 1954     MONUMENTED       MNHD
 QO1024  HISTORY     - 1967     GOOD             MNDT
 QO1024  HISTORY     - 19910902 MARK NOT FOUND   USPSQD
 QO1024  HISTORY     - 20030827 MARK NOT FOUND   MNDT
 QO1024  HISTORY     - 20071105 GOOD             MNDT
 QO1024  HISTORY     - 20140902 GOOD             MNDT
 QO1024
 QO1024                          STATION DESCRIPTION
 QO1024
 QO1024'DESCRIBED BY MN DEPT OF TRANSP 1967
 QO1024'1.8 MI SE FROM ROGERS.
 QO1024'ABOUT 1.8 MILE SOUTHEAST OF ROGERS ALONG T.H. 152.  MARK IS A STANDARD
 QO1024'MINNESOTA HIGHWAY DEPARTMENT DISK, STAMPED 2743 M 1954, SET IN A
 QO1024'PRE-CAST CONCRETE MONUMENT.  MARK IS 72 FEET SOUTH OF THE CENTERLINE
 QO1024'OF T.H. 152 (STA. 1775+07), 1.0 FOOT NORTH OF A STEEL WITNESS POST, 53
 QO1024'FEET NORTH OF THE CENTERLINE OF RAILROAD TRACK, NEAR THE EAST END OF
 QO1024'CURVE IN T.H. 152, ABOUT 1000 FEET WEST OF THE JUNCTION OF T.H. 101
 QO1024'AND T.H. 152 AND BURIED 6 INCHES BELOW GROUND. MARK IS LOCATED IN THE
 QO1024'SE 1/4, SECTION 25, T120N, R23W.
 QO1024
 QO1024                          STATION RECOVERY (1991)
 QO1024
 QO1024'RECOVERY NOTE BY US POWER SQUADRON 1991 (REA)
 QO1024'MARK NOT FOUND.
 QO1024
 QO1024                          STATION RECOVERY (2003)
 QO1024
 QO1024'RECOVERY NOTE BY MN DEPT OF TRANSP 2003 (MPP)
 QO1024'1.8 MILES SOUTHEAST OF JUNCTION OF COUNTY ROAD 81 AND COUNTY ROAD 150
 QO1024'AT ROGERS, 1000 FEET NORTHWEST OF JUNCTION OF COUNTY ROAD 81 AND
 QO1024'COUNTY ROAD 101, NEAR EAST END OF CURVE, 72 FEET SOUTH OF COUNTY ROAD
 QO1024'81 STATION 1775+07, 53 FEET NORTH OF RAILROAD, 1.0 FEET NORTH OF
 QO1024'WITNESS POST
 QO1024
 QO1024                          STATION RECOVERY (2007)
 QO1024
 QO1024'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (WEF)
 QO1024'THE MARK IS LOCATED ABOUT 7.0 MI (11.3 KM) WEST-SOUTHWEST OF ANOKA,
 QO1024'7.0 MI (11.3 KM) WEST-NORTHWEST OF OSSEO AND 1.8 MI (2.9 KM) SOUTHEAST
 QO1024'OF ROGERS.
 QO1024'
 QO1024'TO REACH TO THE MARK GO 2.0 MI (3.2 KM) EAST OF ROGERS, GO 6.0 MI (9.7
 QO1024'KM) NORTHWEST ALONG COUNTY ROAD 81 FROM THE JUNCTION OF COUNTY ROAD 81
 QO1024'AND COUNTY ROAD 30 IN MAPLE GROVE, 350.0 FT (106.7 M) SOUTHEAST OF
 QO1024'CORNER OF BRIDGE OVER FAI 94, 72 FT (21.9 M) SOUTH OF COUNTY ROAD 81
 QO1024'STATION 1775+07, 53 FT (16.2 M) NORTH OF RAILROAD, 1.0 FT (0.3 M)
 QO1024'NORTH OF A WITNESS POST.
 QO1024
 QO1024                          STATION RECOVERY (2014)
 QO1024
 QO1024'RECOVERY NOTE BY MN DEPT OF TRANSP 2014 (MPP)
 QO1024'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 QO1027 ***********************************************************************
 QO1027  DESIGNATION -  2743 N
 QO1027  PID         -  QO1027
 QO1027  STATE/COUNTY-  MN/HENNEPIN
 QO1027  COUNTRY     -  US
 QO1027  USGS QUAD   -  ROGERS (2019)
 QO1027
 QO1027                         *CURRENT SURVEY CONTROL
 QO1027  ______________________________________________________________________
 QO1027* NAD 83(1986) POSITION- 45 10 04.44   (N) 093 31 05.26   (W)   HD_HELD1
 QO1027* NAVD 88 ORTHO HEIGHT -   289.436 (meters)      949.59  (feet) ADJUSTED
 QO1027  ______________________________________________________________________
 QO1027  GEOID HEIGHT    -        -27.998 (meters)                     GEOID18
 QO1027  DYNAMIC HEIGHT  -        289.408 (meters)      949.50  (feet) COMP
 QO1027  MODELED GRAVITY -    980,515.4   (mgal)                       NAVD 88
 QO1027
 QO1027  VERT ORDER      -  SECOND    CLASS I
 QO1027
 QO1027.The horizontal coordinates were determined by differentially corrected
 QO1027.hand held GPS observations or other comparable positioning techniques
 QO1027.and have an estimated accuracy of +/- 3 meters.
 QO1027
 QO1027.The orthometric height was determined by differential leveling and
 QO1027.adjusted by the NATIONAL GEODETIC SURVEY
 QO1027.in June 1991.
 QO1027
 QO1027.Significant digits in the geoid height do not necessarily reflect accuracy.
 QO1027.GEOID18 height accuracy estimate available here.
 QO1027
 QO1027.Click photographs - Photos may exist for this station.
 QO1027
 QO1027.The dynamic height is computed by dividing the NAVD 88
 QO1027.geopotential number by the normal gravity value computed on the
 QO1027.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QO1027.degrees latitude (g = 980.6199 gals.).
 QO1027
 QO1027.The modeled gravity was interpolated from observed gravity values.
 QO1027
 QO1027;                    North         East    Units  Estimated Accuracy
 QO1027;SPC MN S     -   340,997.2     837,882.4     MT  (+/- 3 meters HH1 GPS) 
 QO1027
 QO1027_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL5928301732(NAD 83)
 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
 QO1027.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QO1027.See file dsdata.pdf to determine how the superseded data were derived.
 QO1027
 QO1027_MARKER: DB = BENCH MARK DISK
 QO1027_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QO1027_STAMPING: 2743 N 1954
 QO1027_MARK LOGO: MNHD
 QO1027_PROJECTION: RECESSED 15 CENTIMETERS
 QO1027_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 QO1027_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QO1027+STABILITY: SURFACE MOTION
 QO1027_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QO1027+SATELLITE: SATELLITE OBSERVATIONS - April 21, 2015
 QO1027
 QO1027  HISTORY     - Date     Condition        Report By
 QO1027  HISTORY     - 1954     MONUMENTED       MNHD
 QO1027  HISTORY     - 1967     GOOD             MNDT
 QO1027  HISTORY     - 1974     GOOD             MNDT
 QO1027  HISTORY     - 20071105 GOOD             MNDT
 QO1027  HISTORY     - 20150421 GOOD             MNDT
 QO1027
 QO1027                          STATION DESCRIPTION
 QO1027
 QO1027'DESCRIBED BY MN DEPT OF TRANSP 1967
 QO1027'2.2 MI SE FROM ROGERS.
 QO1027'ABOUT 2.2 MILES SOUTHEAST OF ROGERS ALONG T.H. 152.  MARK IS A
 QO1027'STANDARD MINNESOTA HIGHWAY DEPARTMENT DISK, STAMPED 2743 N 1954, SET
 QO1027'IN A PRE-CAST CONCRETE MONUMENT.  MARK IS 72 FEET SOUTHWEST OF THE
 QO1027'CENTERLINE OF T.H. 152 (STA. 1800+37), 53 FEET NORTHEAST OF THE
 QO1027'CENTERLINE OF RAILROAD TRACK, 1.0 FOOT NORTHEAST OF A STEEL WITNESS
 QO1027'POST AND BURIED 6 INCHES BELOW THE GROUND.  MARK IS LOCATED IN THE SW
 QO1027'1/4, SECTION 30, T120N, R22W.
 QO1027
 QO1027                          STATION RECOVERY (1974)
 QO1027
 QO1027'RECOVERY NOTE BY MN DEPT OF TRANSP 1974
 QO1027'THE MARK IS 0.2 MILE SOUTH MEASURED ALONG T.H. 101 FROM THE JUNCTION
 QO1027'OF FAI 94 IN ROGERS, THEN 2.5 MILES SOUTHEAST ALONG T.H. 152. IT IS
 QO1027'118 FEET SOUTHEAST OF POWER POLE NO. 35, 71.5 FEET SOUTHWEST OF
 QO1027'CENTERLINE OF T.H. 152, (STA. 1800+37), 50.5 FEET NORTHEAST OF
 QO1027'NORTHEAST RAIL OF BURLINGTON NORTHERN RAILROAD, 3 FEET BELOW LEVEL OF
 QO1027'T.H. 152, 0.8 FOOT NORTH OF A STEEL WITNESS POST. IT IS A STANDARD
 QO1027'DISK IN A 6 FOOT REINFORCED PRECAST CONCRETE POST, BURIED 10 INCHES.
 QO1027
 QO1027                          STATION RECOVERY (2007)
 QO1027
 QO1027'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (WEF)
 QO1027'THE MARK IS LOCATED ABOUT 6.7 MI (10.8 KM) WEST-SOUTHWEST OF ANOKA,
 QO1027'6.6 MI (10.6 KM) WEST-NORTHWEST OF OSSEO AND 2.2 MI (3.5 KM) SOUTHEAST
 QO1027'OF ROGERS.
 QO1027'
 QO1027'TO REACH TO THE MARK GO 2.0 MI (3.2 KM) EAST OF ROGERS, GO 0.2 MI (0.3
 QO1027'KM) SOUTH ALONG COUNTY ROAD 150 AND TRUNK HIGHWAY 101 AND INTERSTATE
 QO1027'94 IN ROGERS, THEN 2.3 MI (3.7 KM) SOUTHEAST ON COUNTY ROAD 81, 72.0
 QO1027'FT (21.9 M) SOUTH OF COUNTY ROAD 81 STATION 1800+37, 53.0 FT (16.2 M)
 QO1027'NORTH OF RAILROAD, 1.0 FT (0.3 M) NORTHEAST OF A WITNESS POST.
 QO1027
 QO1027                          STATION RECOVERY (2015)
 QO1027
 QO1027'RECOVERY NOTE BY MN DEPT OF TRANSP 2015 (DAS)
 QO1027'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 QO1028 ***********************************************************************
 QO1028  DESIGNATION -  2743 O
 QO1028  PID         -  QO1028
 QO1028  STATE/COUNTY-  MN/HENNEPIN
 QO1028  COUNTRY     -  US
 QO1028  USGS QUAD   -  ROGERS (2019)
 QO1028
 QO1028                         *CURRENT SURVEY CONTROL
 QO1028  ______________________________________________________________________
 QO1028* NAD 83(1986) POSITION- 45 09 53.     (N) 093 30 39.     (W)   SCALED
 QO1028* NAVD 88 ORTHO HEIGHT -   288.169 (meters)      945.43  (feet) ADJUSTED
 QO1028  ______________________________________________________________________
 QO1028  GEOID HEIGHT    -        -27.981 (meters)                     GEOID18
 QO1028  DYNAMIC HEIGHT  -        288.142 (meters)      945.35  (feet) COMP
 QO1028  MODELED GRAVITY -    980,516.1   (mgal)                       NAVD 88
 QO1028
 QO1028  VERT ORDER      -  SECOND    CLASS I
 QO1028
 QO1028.The horizontal coordinates were scaled from a map and have
 QO1028.an estimated accuracy of +/- 6 seconds.
 QO1028
 QO1028.The orthometric height was determined by differential leveling and
 QO1028.adjusted by the NATIONAL GEODETIC SURVEY
 QO1028.in June 1991.
 QO1028
 QO1028.Significant digits in the geoid height do not necessarily reflect accuracy.
 QO1028.GEOID18 height accuracy estimate available here.
 QO1028
 QO1028.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL598013(NAD 83)
 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
 QO1028.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QO1028.See file dsdata.pdf to determine how the superseded data were derived.
 QO1028
 QO1028_MARKER: DB = BENCH MARK DISK
 QO1028_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 QO1028_STAMPING: 2743 O 1954
 QO1028_MARK LOGO: MNHD
 QO1028_PROJECTION: FLUSH
 QO1028_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QO1028
 QO1028  HISTORY     - Date     Condition        Report By
 QO1028  HISTORY     - 1954     MONUMENTED       MNDT
 QO1028  HISTORY     - 1967     GOOD             MNDT
 QO1028  HISTORY     - 19940907 GOOD             USPSQD
 QO1028  HISTORY     - 20071105 MARK NOT FOUND   MNDT
 QO1028
 QO1028                          STATION DESCRIPTION
 QO1028
 QO1028'DESCRIBED BY MN DEPT OF TRANSP 1967
 QO1028'2.6 MI SE FROM ROGERS.
 QO1028'ABOUT 2.6 MILES SOUTHEAST OF ROGERS ALONG T.H. 152.  MARK IS A
 QO1028'STANDARD MINNESOTA HIGHWAY DEPARTMENT DISK, STAMPED 2743 O 1954, SET
 QO1028'IN A PRE-CAST CONCRETE MONUMENT.  MARK IS 73 FEET SOUTHWEST OF THE
 QO1028'CENTERLINE OF T.H. 152 (STA 1821+02), 52 FEET NORTHEAST OF THE
 QO1028'CENTERLINE OF RAILROAD TRACKS, 1.0 FOOT NORTH OF A STEEL WITNESS POST
 QO1028'AND FLUSH WITH THE GROUND.  MARK IS LOCATED IN THE NW 1/4, SECTION 31,
 QO1028'T120N, R22W.
 QO1028
 QO1028                          STATION RECOVERY (1994)
 QO1028
 QO1028'RECOVERY NOTE BY US POWER SQUADRON 1994
 QO1028'RECOVERED IN GOOD CONDITION.
 QO1028
 QO1028                          STATION RECOVERY (2007)
 QO1028
 QO1028'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (WEF)
 QO1028'THE MARK WAS NOT RECOVERED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 QO1032 ***********************************************************************
 QO1032  DESIGNATION -  2743 P
 QO1032  PID         -  QO1032
 QO1032  STATE/COUNTY-  MN/HENNEPIN
 QO1032  COUNTRY     -  US
 QO1032  USGS QUAD   -  ROGERS (2019)
 QO1032
 QO1032                         *CURRENT SURVEY CONTROL
 QO1032  ______________________________________________________________________
 QO1032* NAD 83(1986) POSITION- 45 09 41.19   (N) 093 30 16.15   (W)   HD_HELD1
 QO1032* NAVD 88 ORTHO HEIGHT -   289.450 (meters)      949.64  (feet) ADJUSTED
 QO1032  ______________________________________________________________________
 QO1032  GEOID HEIGHT    -        -27.963 (meters)                     GEOID18
 QO1032  DYNAMIC HEIGHT  -        289.423 (meters)      949.55  (feet) COMP
 QO1032  MODELED GRAVITY -    980,517.1   (mgal)                       NAVD 88
 QO1032
 QO1032  VERT ORDER      -  SECOND    CLASS I
 QO1032
 QO1032.The horizontal coordinates were determined by differentially corrected
 QO1032.hand held GPS observations or other comparable positioning techniques
 QO1032.and have an estimated accuracy of +/- 3 meters.
 QO1032
 QO1032.The orthometric height was determined by differential leveling and
 QO1032.adjusted by the NATIONAL GEODETIC SURVEY
 QO1032.in September 2016.
 QO1032
 QO1032.Significant digits in the geoid height do not necessarily reflect accuracy.
 QO1032.GEOID18 height accuracy estimate available here.
 QO1032
 QO1032.Click photographs - Photos may exist for this station.
 QO1032
 QO1032.The dynamic height is computed by dividing the NAVD 88
 QO1032.geopotential number by the normal gravity value computed on the
 QO1032.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QO1032.degrees latitude (g = 980.6199 gals.).
 QO1032
 QO1032.The modeled gravity was interpolated from observed gravity values.
 QO1032
 QO1032;                    North         East    Units  Estimated Accuracy
 QO1032;SPC MN S     -   340,285.9     838,959.1     MT  (+/- 3 meters HH1 GPS) 
 QO1032
 QO1032_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL6035001008(NAD 83)
 QO1032
 QO1032                          SUPERSEDED SURVEY CONTROL
 QO1032
 QO1032  NAVD 88 (06/15/91)  289.464  (m)          949.68   (f) SUPERSEDED  2 1
 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
 QO1032.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QO1032.See file dsdata.pdf to determine how the superseded data were derived.
 QO1032
 QO1032_MARKER: DB = BENCH MARK DISK
 QO1032_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 QO1032_STAMPING: 2743 P 1954
 QO1032_MARK LOGO: MNHD
 QO1032_PROJECTION: FLUSH
 QO1032_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 QO1032_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QO1032_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QO1032+SATELLITE: SATELLITE OBSERVATIONS - April 21, 2015
 QO1032
 QO1032  HISTORY     - Date     Condition        Report By
 QO1032  HISTORY     - 1954     MONUMENTED       MNHD
 QO1032  HISTORY     - 1967     GOOD             MNDT
 QO1032  HISTORY     - 19940907 GOOD             USPSQD
 QO1032  HISTORY     - 20051112 GOOD             USPSQD
 QO1032  HISTORY     - 20071105 GOOD             MNDT
 QO1032  HISTORY     - 20150421 GOOD             MNDT
 QO1032
 QO1032                          STATION DESCRIPTION
 QO1032
 QO1032'DESCRIBED BY MN DEPT OF TRANSP 1967
 QO1032'3.1 MI SE FROM ROGERS.
 QO1032'ABOUT 3.1 MILES SOUTHEAST OF ROGERS ALONG T.H. 152.  MARK IS A
 QO1032'STANDARD MINNESOTA HIGHWAY DEPARTMENT DISK, STAMPED 2743 P 1954, SET
 QO1032'IN A PRE-CAST CONCRETE MONUMENT.  MARK IS 70 FEET SOUTHWEST OF THE
 QO1032'CENTERLINE OF T.H. 152 (STA. 1842+85), 55 FEET NORTHEAST OF THE
 QO1032'CENTERLINE OF RAILROAD TRACK, 0.5 FOOT NORTHEAST OF A STEEL WITNESS
 QO1032'POST, 155 FEET EAST OF FIELD ENTRANCE AND PROJECTING 2 INCHES ABOVE
 QO1032'GROUND.  MARK IS LOCATED IN THE NE, SECTION 31, T120N, R22W.
 QO1032
 QO1032                          STATION RECOVERY (1994)
 QO1032
 QO1032'RECOVERY NOTE BY US POWER SQUADRON 1994
 QO1032'RECOVERED IN GOOD CONDITION.
 QO1032
 QO1032                          STATION RECOVERY (2005)
 QO1032
 QO1032'RECOVERY NOTE BY US POWER SQUADRON 2005 (JWO)
 QO1032'RECOVERED IN GOOD CONDITION.
 QO1032
 QO1032                          STATION RECOVERY (2007)
 QO1032
 QO1032'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (WEF)
 QO1032'THE MARK IS LOCATED ABOUT 6.3 MI (10.1 KM) WEST-SOUTHWEST OF ANOKA,
 QO1032'5.8 MI (9.3 KM) WEST-NORTHWEST OF OSSEO AND 3.0 MI (4.8 KM) SOUTHEAST
 QO1032'OF ROGERS.
 QO1032'
 QO1032'TO REACH TO THE MARK GO 3.1 MI (5.0 KM) SOUTHEAST OF THE JUNCTION OF
 QO1032'COUNTY ROAD 81 AND COUNTY ROAD 150 AT ROGERS, 70 FT (21.3 M) SOUTH OF
 QO1032'COUNTY ROAD 81 STATION 1842+85, 55 FT (16.8 M) NORTH OF RAILROAD, 155
 QO1032'FT (47.2 M) EAST OF A FIELD ENTRANCE, 0.5 FT (0.2 M) NORTHEAST OF A
 QO1032'WITNESS POST.
 QO1032
 QO1032                          STATION RECOVERY (2015)
 QO1032
 QO1032'RECOVERY NOTE BY MN DEPT OF TRANSP 2015 (DAS)
 QO1032'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 QO0508 ***********************************************************************
 QO0508  DESIGNATION -  2743 Q
 QO0508  PID         -  QO0508
 QO0508  STATE/COUNTY-  MN/HENNEPIN
 QO0508  COUNTRY     -  US
 QO0508  USGS QUAD   -  ANOKA (2019)
 QO0508
 QO0508                         *CURRENT SURVEY CONTROL
 QO0508  ______________________________________________________________________
 QO0508* NAD 83(1996) POSITION- 45 09 27.10749(N) 093 29 57.71095(W)   NO CHECK
 QO0508* NAVD 88 ORTHO HEIGHT -   285.155 (meters)      935.55  (feet) ADJUSTED
 QO0508  ______________________________________________________________________
 QO0508  GEOID HEIGHT    -        -27.942 (meters)                     GEOID18
 QO0508  LAPLACE CORR    -          2.45  (seconds)                    DEFLEC18
 QO0508  DYNAMIC HEIGHT  -        285.129 (meters)      935.46  (feet) COMP
 QO0508  MODELED GRAVITY -    980,517.9   (mgal)                       NAVD 88
 QO0508
 QO0508  HORZ ORDER      -  THIRD
 QO0508  VERT ORDER      -  SECOND    CLASS I
 QO0508
 QO0508.The horizontal coordinates were established by classical geodetic methods
 QO0508.and adjusted by the National Geodetic Survey in March 1999.
 QO0508
 QO0508.No horizontal observational check was made to the station.
 QO0508
 QO0508.The orthometric height was determined by differential leveling and
 QO0508.adjusted by the NATIONAL GEODETIC SURVEY
 QO0508.in September 2016.
 QO0508
 QO0508.Significant digits in the geoid height do not necessarily reflect accuracy.
 QO0508.GEOID18 height accuracy estimate available here.
 QO0508
 QO0508.Click photographs - Photos may exist for this station.
 QO0508
 QO0508.The Laplace correction was computed from DEFLEC18 derived deflections.
 QO0508
 QO0508.The dynamic height is computed by dividing the NAVD 88
 QO0508.geopotential number by the normal gravity value computed on the
 QO0508.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QO0508.degrees latitude (g = 980.6199 gals.).
 QO0508
 QO0508.The modeled gravity was interpolated from observed gravity values.
 QO0508
 QO0508. The following values were computed from the NAD 83(1996) position.
 QO0508
 QO0508;                    North         East     Units Scale Factor Converg.
 QO0508;SPC MN S     -   339,853.665   839,364.504   MT  0.99998762   +0 21 03.3
 QO0508;SPC MN S     - 1,115,003.23  2,753,815.04   sFT  0.99998762   +0 21 03.3
 QO0508;UTM  15      - 5,000,571.491   460,750.465   MT  0.99961894   -0 21 14.7
 QO0508
 QO0508!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QO0508!SPC MN S     -   0.99995967  x   0.99998762  =   0.99994730
 QO0508!UTM  15      -   0.99995967  x   0.99961894  =   0.99957863
 QO0508
 QO0508_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL6075000571(NAD 83)
 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  NAVD 88 (06/15/91)  285.007  (m)          935.06   (f) SUPERSEDED  2 1
 QO0508  NGVD 29 (??/??/92)  284.90   (m)          934.7    (f) COMPUTED    2 0
 QO0508  NGVD 29             284.90   (m)          934.7    (f) LEVELING    3  
 QO0508
 QO0508.Superseded values are not recommended for survey control.
 QO0508
 QO0508.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QO0508.See file dsdata.pdf to determine how the superseded data were derived.
 QO0508
 QO0508_MARKER: DB = BENCH MARK DISK
 QO0508_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 QO0508_STAMPING: 2743 Q 1954
 QO0508_MARK LOGO: MNHD
 QO0508_PROJECTION: FLUSH
 QO0508_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 QO0508_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QO0508_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QO0508+SATELLITE: SATELLITE OBSERVATIONS - April 21, 2015
 QO0508
 QO0508  HISTORY     - Date     Condition        Report By
 QO0508  HISTORY     - 1954     MONUMENTED       MNHD
 QO0508  HISTORY     - 1967     GOOD             MNDT
 QO0508  HISTORY     - 19940907 GOOD             USPSQD
 QO0508  HISTORY     - 20051112 GOOD             USPSQD
 QO0508  HISTORY     - 20071105 GOOD             MNDT
 QO0508  HISTORY     - 20150421 GOOD             MNDT
 QO0508
 QO0508                          STATION DESCRIPTION
 QO0508
 QO0508'DESCRIBED BY MN DEPT OF TRANSP 1967
 QO0508'3.5 MI SE FROM ROGERS.
 QO0508'MARK IS LOCATED NEAR THE E1/4, SECTION 31, T120N, R22W.  ABOUT 3.5
 QO0508'MILES SOUTHEAST OF ROGERS ALONG T.H. 152.  MARK IS A STANDARD
 QO0508'MINNESOTA HIGHWAY DEPARTMENT DISK, STAMPED 2743 Q 1954, SET IN A
 QO0508'PRE-CAST CONCRETE MONUMENT.  MARK IS 71 FEET SOUTHWEST OF THE
 QO0508'CENTERLINE OF T.H. 152 (STA 1862+40), 1.0 FOOT NORTHEAST OF A STEEL
 QO0508'WITNESS POST, 54 FEET NORTHEAST OF THE CENTERLINE OF RAILROAD TRACKS,
 QO0508'ABOUT 250 FEET NORTH OF A BLACK TOP TOWNSHIP ROAD AND BURIED 1 INCH
 QO0508'BELOW GROUND.
 QO0508
 QO0508                          STATION RECOVERY (1994)
 QO0508
 QO0508'RECOVERY NOTE BY US POWER SQUADRON 1994
 QO0508'RECOVERED IN GOOD CONDITION.
 QO0508
 QO0508                          STATION RECOVERY (2005)
 QO0508
 QO0508'RECOVERY NOTE BY US POWER SQUADRON 2005 (JWO)
 QO0508'RECOVERED IN GOOD CONDITION.
 QO0508
 QO0508                          STATION RECOVERY (2007)
 QO0508
 QO0508'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (WEF)
 QO0508'THE MARK IS LOCATED ABOUT 6.1 MI (9.8 KM) WEST-SOUTHWEST OF ANOKA, 5.4
 QO0508'MI (8.7 KM) WEST-NORTHWEST OF OSSEO AND 3.4 MI (5.5 KM) SOUTHEAST OF
 QO0508'ROGERS.
 QO0508'
 QO0508'TO REACH TO THE MARK GO 3.5 MI (5.6 KM) SOUTHEAST OF ROGERS, AT OLD
 QO0508'TRUNK HIGHWAY 152 STATION 1862+40, 71 FT (21.6 M) SOUTHWEST OF COUNTY
 QO0508'ROAD 81 (OLD TRUNK HIGHWAY 152), 600.0 FT (182.9 M) WEST OF
 QO0508'TERRITORIAL ROAD, 250 FT (76.2 M) NORTH OF TOWNSHIP ROAD, 54.0 FT
 QO0508'(16.5 M) NORTHEAST OF RAILROAD, 1.0 FT (0.3 M) NORTHEAST OF A WITNESS
 QO0508'POST.
 QO0508
 QO0508                          STATION RECOVERY (2015)
 QO0508
 QO0508'RECOVERY NOTE BY MN DEPT OF TRANSP 2015 (DAS)
 QO0508'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 QO0509 ***********************************************************************
 QO0509  DESIGNATION -  2743 R
 QO0509  PID         -  QO0509
 QO0509  STATE/COUNTY-  MN/HENNEPIN
 QO0509  COUNTRY     -  US
 QO0509  USGS QUAD   -  ANOKA (2019)
 QO0509
 QO0509                         *CURRENT SURVEY CONTROL
 QO0509  ______________________________________________________________________
 QO0509* NAD 83(1986) POSITION- 45 09 11.40   (N) 093 29 37.59   (W)   HD_HELD1
 QO0509* NAVD 88 ORTHO HEIGHT -   277.356 (meters)      909.96  (feet) ADJUSTED
 QO0509  ______________________________________________________________________
 QO0509  GEOID HEIGHT    -        -27.915 (meters)                     GEOID18
 QO0509  DYNAMIC HEIGHT  -        277.332 (meters)      909.88  (feet) COMP
 QO0509  MODELED GRAVITY -    980,522.4   (mgal)                       NAVD 88
 QO0509
 QO0509  VERT ORDER      -  SECOND    CLASS I
 QO0509
 QO0509.The horizontal coordinates were determined by differentially corrected
 QO0509.hand held GPS observations or other comparable positioning techniques
 QO0509.and have an estimated accuracy of +/- 3 meters.
 QO0509
 QO0509.The orthometric height was determined by differential leveling and
 QO0509.adjusted by the NATIONAL GEODETIC SURVEY
 QO0509.in June 1991.
 QO0509
 QO0509.Significant digits in the geoid height do not necessarily reflect accuracy.
 QO0509.GEOID18 height accuracy estimate available here.
 QO0509
 QO0509.Click photographs - Photos may exist for this station.
 QO0509
 QO0509.The dynamic height is computed by dividing the NAVD 88
 QO0509.geopotential number by the normal gravity value computed on the
 QO0509.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QO0509.degrees latitude (g = 980.6199 gals.).
 QO0509
 QO0509.The modeled gravity was interpolated from observed gravity values.
 QO0509
 QO0509;                    North         East    Units  Estimated Accuracy
 QO0509;SPC MN S     -   339,371.5     839,807.0     MT  (+/- 3 meters HH1 GPS) 
 QO0509
 QO0509_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL6118600084(NAD 83)
 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
 QO0509.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QO0509.See file dsdata.pdf to determine how the superseded data were derived.
 QO0509
 QO0509_MARKER: DB = BENCH MARK DISK
 QO0509_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 QO0509_SP_SET: HEADWALL BOX CULVERT
 QO0509_STAMPING: 2743 R 1954
 QO0509_MARK LOGO: MNHD
 QO0509_MAGNETIC: N = NO MAGNETIC MATERIAL
 QO0509_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QO0509+STABILITY: SURFACE MOTION
 QO0509_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QO0509+SATELLITE: SATELLITE OBSERVATIONS - November 05, 2007
 QO0509
 QO0509  HISTORY     - Date     Condition        Report By
 QO0509  HISTORY     - 1954     MONUMENTED       MNHD
 QO0509  HISTORY     - 1967     GOOD             MNDT
 QO0509  HISTORY     - 20071105 GOOD             MNDT
 QO0509
 QO0509                          STATION DESCRIPTION
 QO0509
 QO0509'DESCRIBED BY MN DEPT OF TRANSP 1967
 QO0509'3.9 MI SE FROM ROGERS.
 QO0509'MARK IS LOCATED IN THE SW1/4, SECTION 32, T120N, R22W.  ABOUT 3.9
 QO0509'MILES SOUTHEAST OF ROGERS ALONG T.H. 152.  MARK IS A STANDARD
 QO0509'MINNESOTA HIGHWAY DEPARTMENT DISK, STAMPED 2743 R 1954, SET IN THE
 QO0509'NORTHWEST CORNER OF WINGWALL OF A TRIPLE BOX CULVERT, OPPOSITE A
 QO0509'RAILROAD TRESTLE OVER RUSH CREEK.
 QO0509
 QO0509                          STATION RECOVERY (2007)
 QO0509
 QO0509'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (WEF)
 QO0509'THE MARK IS LOCATED ABOUT 6.1 MI (9.8 KM) WEST-SOUTHWEST OF ANOKA, 5.0
 QO0509'MI (8.0 KM) WEST-NORTHWEST OF OSSEO AND 3.8 MI (6.1 KM) SOUTHEAST OF
 QO0509'ROGERS.
 QO0509'
 QO0509'TO REACH TO THE MARK AT MAPLE GROVE, 3.9 MI (6.3 KM) NORTHWEST OF THE
 QO0509'JUNCTION OF COUNTY ROAD 81-OLD TRUNK HIGHWAY 152 AND CENTRAL AVENUE IN
 QO0509'OSSEO, IN NORTHWEST CORNER OF TRIPLE BOX CULVERT OPPOSITE RAILROAD
 QO0509'TRESTLE OVER RUSH CREEK.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 QO0510 ***********************************************************************
 QO0510  DESIGNATION -  2743 S
 QO0510  PID         -  QO0510
 QO0510  STATE/COUNTY-  MN/HENNEPIN
 QO0510  COUNTRY     -  US
 QO0510  USGS QUAD   -  ANOKA (2019)
 QO0510
 QO0510                         *CURRENT SURVEY CONTROL
 QO0510  ______________________________________________________________________
 QO0510* NAD 83(1996) POSITION- 45 09 00.76449(N) 093 29 15.43319(W)   NO CHECK
 QO0510* NAVD 88 ORTHO HEIGHT -   278.250 (meters)      912.89  (feet) ADJUSTED
 QO0510  ______________________________________________________________________
 QO0510  GEOID HEIGHT    -        -27.892 (meters)                     GEOID18
 QO0510  LAPLACE CORR    -          3.48  (seconds)                    DEFLEC18
 QO0510  DYNAMIC HEIGHT  -        278.226 (meters)      912.81  (feet) COMP
 QO0510  MODELED GRAVITY -    980,524.9   (mgal)                       NAVD 88
 QO0510
 QO0510  HORZ ORDER      -  THIRD
 QO0510  VERT ORDER      -  SECOND    CLASS I
 QO0510
 QO0510.The horizontal coordinates were established by classical geodetic methods
 QO0510.and adjusted by the National Geodetic Survey in March 1999.
 QO0510
 QO0510.No horizontal observational check was made to the station.
 QO0510
 QO0510.The orthometric height was determined by differential leveling and
 QO0510.adjusted by the NATIONAL GEODETIC SURVEY
 QO0510.in June 1991.
 QO0510
 QO0510.Significant digits in the geoid height do not necessarily reflect accuracy.
 QO0510.GEOID18 height accuracy estimate available here.
 QO0510
 QO0510.Click photographs - Photos may exist for this station.
 QO0510
 QO0510.The Laplace correction was computed from DEFLEC18 derived deflections.
 QO0510
 QO0510.The dynamic height is computed by dividing the NAVD 88
 QO0510.geopotential number by the normal gravity value computed on the
 QO0510.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QO0510.degrees latitude (g = 980.6199 gals.).
 QO0510
 QO0510.The modeled gravity was interpolated from observed gravity values.
 QO0510
 QO0510. The following values were computed from the NAD 83(1996) position.
 QO0510
 QO0510;                    North         East     Units Scale Factor Converg.
 QO0510;SPC MN S     -   339,046.184   840,292.994   MT  0.99998616   +0 21 32.9
 QO0510;SPC MN S     - 1,112,354.02  2,756,861.26   sFT  0.99998616   +0 21 32.9
 QO0510;UTM  15      - 4,999,752.950   461,668.612   MT  0.99961807   -0 20 44.5
 QO0510
 QO0510!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QO0510!SPC MN S     -   0.99996075  x   0.99998616  =   0.99994691
 QO0510!UTM  15      -   0.99996075  x   0.99961807  =   0.99957883
 QO0510
 QO0510_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK6166899752(NAD 83)
 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  NGVD 29             278.15   (m)          912.6    (f) LEVELING    3  
 QO0510
 QO0510.Superseded values are not recommended for survey control.
 QO0510
 QO0510.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QO0510.See file dsdata.pdf to determine how the superseded data were derived.
 QO0510
 QO0510_MARKER: DB = BENCH MARK DISK
 QO0510_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 QO0510_STAMPING: 2743 S 1954
 QO0510_MARK LOGO: MNHD
 QO0510_PROJECTION: FLUSH
 QO0510_MAGNETIC: O = OTHER; SEE DESCRIPTION
 QO0510_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QO0510
 QO0510  HISTORY     - Date     Condition        Report By
 QO0510  HISTORY     - 1954     MONUMENTED       MNDT
 QO0510  HISTORY     - 1967     GOOD             MNDT
 QO0510  HISTORY     - 19920416 GOOD             MNDT
 QO0510  HISTORY     - 20071105 MARK NOT FOUND   MNDT
 QO0510
 QO0510                          STATION DESCRIPTION
 QO0510
 QO0510'DESCRIBED BY MN DEPT OF TRANSP 1967
 QO0510'4.2 MI SE FROM ROGERS.
 QO0510'MARK IS LOCATED IN THE NW1/4, SECTION 5, T119N, R22W.  ABOUT 4.2 MILES
 QO0510'SOUTHEAST OF ROGERS ALONG T.H. 152.  MARK IS A STANDARD MINNESOTA
 QO0510'HIGHWAY DEPARTMENT DISK, STAMPED 2743 S 1954, SET IN A PRE-CAST
 QO0510'CONCRETE MONUMENT.  MARK IS 73 FEET SOUTHWEST OF THE CENTERLINE OF
 QO0510'T.H. 152 (STA. 1902+97), 52 FEET NORTHEAST OF THE CENTERLINE OF
 QO0510'RAILROAD TRACKS, 1.0 FOOT NORTHEAST OF A STEEL WITNESS POST AND FLUSH
 QO0510'WITH THE GROUND.
 QO0510
 QO0510                          STATION RECOVERY (1992)
 QO0510
 QO0510'RECOVERY NOTE BY MN DEPT OF TRANSP 1992 (DKH)
 QO0510'THE MARK WAS RECOVERED AS DESCRIBED IN GOOD CONDITION.  RECOVERY NOTE
 QO0510'BY DAVID K.  HERDER, TYPED BY J.E.M.
 QO0510
 QO0510                          STATION RECOVERY (2007)
 QO0510
 QO0510'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (WEF)
 QO0510'THE MARK WAS NOT RECOVERED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 QO0511 ***********************************************************************
 QO0511  DESIGNATION -  2743 T
 QO0511  PID         -  QO0511
 QO0511  STATE/COUNTY-  MN/HENNEPIN
 QO0511  COUNTRY     -  US
 QO0511  USGS QUAD   -  ANOKA (2019)
 QO0511
 QO0511                         *CURRENT SURVEY CONTROL
 QO0511  ______________________________________________________________________
 QO0511* NAD 83(1986) POSITION- 45 08 51.24   (N) 093 28 50.68   (W)   HD_HELD1
 QO0511* NAVD 88 ORTHO HEIGHT -   280.285 (meters)      919.57  (feet) ADJUSTED
 QO0511  ______________________________________________________________________
 QO0511  GEOID HEIGHT    -        -27.868 (meters)                     GEOID18
 QO0511  DYNAMIC HEIGHT  -        280.262 (meters)      919.49  (feet) COMP
 QO0511  MODELED GRAVITY -    980,528.3   (mgal)                       NAVD 88
 QO0511
 QO0511  VERT ORDER      -  SECOND    CLASS I
 QO0511
 QO0511.The horizontal coordinates were determined by differentially corrected
 QO0511.hand held GPS observations or other comparable positioning techniques
 QO0511.and have an estimated accuracy of +/- 3 meters.
 QO0511
 QO0511.The orthometric height was determined by differential leveling and
 QO0511.adjusted by the NATIONAL GEODETIC SURVEY
 QO0511.in June 1991.
 QO0511
 QO0511.Significant digits in the geoid height do not necessarily reflect accuracy.
 QO0511.GEOID18 height accuracy estimate available here.
 QO0511
 QO0511.Click photographs - Photos may exist for this station.
 QO0511
 QO0511.The dynamic height is computed by dividing the NAVD 88
 QO0511.geopotential number by the normal gravity value computed on the
 QO0511.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QO0511.degrees latitude (g = 980.6199 gals.).
 QO0511
 QO0511.The modeled gravity was interpolated from observed gravity values.
 QO0511
 QO0511;                    North         East    Units  Estimated Accuracy
 QO0511;SPC MN S     -   338,755.6     840,835.6     MT  (+/- 3 meters HH1 GPS) 
 QO0511
 QO0511_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK6220799455(NAD 83)
 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
 QO0511.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QO0511.See file dsdata.pdf to determine how the superseded data were derived.
 QO0511
 QO0511_MARKER: DB = BENCH MARK DISK
 QO0511_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 QO0511_STAMPING: 2743 T 1954
 QO0511_MARK LOGO: MNHD
 QO0511_PROJECTION: PROJECTING 5 CENTIMETERS
 QO0511_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 QO0511_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QO0511_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QO0511+SATELLITE: SATELLITE OBSERVATIONS - April 21, 2015
 QO0511
 QO0511  HISTORY     - Date     Condition        Report By
 QO0511  HISTORY     - 1954     MONUMENTED       MNHD
 QO0511  HISTORY     - 1967     GOOD             MNDT
 QO0511  HISTORY     - 19920416 GOOD             MNDT
 QO0511  HISTORY     - 20051112 GOOD             USPSQD
 QO0511  HISTORY     - 20071105 GOOD             MNDT
 QO0511  HISTORY     - 20150421 GOOD             MNDT
 QO0511
 QO0511                          STATION DESCRIPTION
 QO0511
 QO0511'DESCRIBED BY MN DEPT OF TRANSP 1967
 QO0511'4.6 MI NW FROM OSSEO.
 QO0511'MARK IS LOCATED IN THE NE1/4, SECTION 5, T119N, R22W, ABOUT 4.6 MILES
 QO0511'NORTHWEST OF OSSEO ALONG T.H. 152.  MARK IS A STANDARD MINNESOTA
 QO0511'HIGHWAY DEPARTMENT DISK, STAMPED 2743 T 1954, SET IN A PRE-CAST
 QO0511'CONCRETE MONUMENT.  MARK IS 71 FEET SOUTHWEST OF THE CENTERLINE OF
 QO0511'T.H. 152 (STA. 1923+19), 54 FEET NORTHEAST OF THE CENTERLINE OF
 QO0511'RAILROAD TRACKS, 1.0 FOOT NORTHEAST OF A STEEL WITNESS POST AND
 QO0511'PROJECTING 4 INCHES ABOVE GROUND.
 QO0511
 QO0511                          STATION RECOVERY (1992)
 QO0511
 QO0511'RECOVERY NOTE BY MN DEPT OF TRANSP 1992 (DKH)
 QO0511'THE MARK WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.  RECOVERY NOTE
 QO0511'BY DAVID K.  HERDER, TYPED BY J.E.M.
 QO0511
 QO0511                          STATION RECOVERY (2005)
 QO0511
 QO0511'RECOVERY NOTE BY US POWER SQUADRON 2005 (JWO)
 QO0511'RECOVERED IN GOOD CONDITION.
 QO0511
 QO0511                          STATION RECOVERY (2007)
 QO0511
 QO0511'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (WEF)
 QO0511'THE MARK IS LOCATED ABOUT 5.7 MI (9.2 KM) SOUTHWEST OF ANOKA, 4.5 MI
 QO0511'(7.2 KM) SOUTHEAST OF ROGERS AND 4.3 MI (6.9 KM) WEST-NORTHWEST OF
 QO0511'OSSEO.
 QO0511'
 QO0511'TO REACH TO THE MARK AT MAPLE GROVE, 4.6 MI (7.4 KM) NORTHWEST OF THE
 QO0511'JUNCTION OF COUNTY ROAD 81 (OLD TRUNK HIGHWAY 152) AND CENTRAL AVENUE
 QO0511'IN OSSEO, 71 FT (21.6 M) SOUTHWEST OF COUNTY ROAD 81 STATION 1923+19,
 QO0511'54 FT (16.5 M) NORTHEAST OF RAILROAD TRACKS, 1.8 FT (0.5 M) NORTHEAST
 QO0511'OF A WITNESS POST.
 QO0511
 QO0511                          STATION RECOVERY (2015)
 QO0511
 QO0511'RECOVERY NOTE BY MN DEPT OF TRANSP 2015 (DAS)
 QO0511'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DQ0959 ***********************************************************************
 DQ0959  DESIGNATION -  2743 V
 DQ0959  PID         -  DQ0959
 DQ0959  STATE/COUNTY-  MN/HENNEPIN
 DQ0959  COUNTRY     -  US
 DQ0959  USGS QUAD   -  ANOKA (2019)
 DQ0959
 DQ0959                         *CURRENT SURVEY CONTROL
 DQ0959  ______________________________________________________________________
 DQ0959* NAD 83(1986) POSITION- 45 08 31.76   (N) 093 28 00.68   (W)   HD_HELD1
 DQ0959* NAVD 88 ORTHO HEIGHT -   277.516 (meters)      910.48  (feet) ADJUSTED
 DQ0959  ______________________________________________________________________
 DQ0959  GEOID HEIGHT    -        -27.813 (meters)                     GEOID18
 DQ0959  DYNAMIC HEIGHT  -        277.495 (meters)      910.41  (feet) COMP
 DQ0959  MODELED GRAVITY -    980,535.8   (mgal)                       NAVD 88
 DQ0959
 DQ0959  VERT ORDER      -  SECOND    CLASS I
 DQ0959
 DQ0959.The horizontal coordinates were determined by differentially corrected
 DQ0959.hand held GPS observations or other comparable positioning techniques
 DQ0959.and have an estimated accuracy of +/- 3 meters.
 DQ0959
 DQ0959.The orthometric height was determined by differential leveling and
 DQ0959.adjusted by the NATIONAL GEODETIC SURVEY
 DQ0959.in September 2016.
 DQ0959
 DQ0959.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ0959.GEOID18 height accuracy estimate available here.
 DQ0959
 DQ0959.Click photographs - Photos may exist for this station.
 DQ0959
 DQ0959.The dynamic height is computed by dividing the NAVD 88
 DQ0959.geopotential number by the normal gravity value computed on the
 DQ0959.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ0959.degrees latitude (g = 980.6199 gals.).
 DQ0959
 DQ0959.The modeled gravity was interpolated from observed gravity values.
 DQ0959
 DQ0959;                    North         East    Units  Estimated Accuracy
 DQ0959;SPC MN S     -   338,161.3     841,931.7     MT  (+/- 3 meters HH1 GPS) 
 DQ0959
 DQ0959_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK6329598848(NAD 83)
 DQ0959
 DQ0959                          SUPERSEDED SURVEY CONTROL
 DQ0959
 DQ0959.No superseded survey control is available for this station.
 DQ0959
 DQ0959_MARKER: DB = BENCH MARK DISK
 DQ0959_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 DQ0959_STAMPING: 2743 V 1954
 DQ0959_MARK LOGO: MNHD
 DQ0959_PROJECTION: RECESSED 25 CENTIMETERS
 DQ0959_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DQ0959_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DQ0959_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ0959+SATELLITE: SATELLITE OBSERVATIONS - March 25, 2015
 DQ0959
 DQ0959  HISTORY     - Date     Condition        Report By
 DQ0959  HISTORY     - 19540401 MONUMENTED       MNHD
 DQ0959  HISTORY     - 20150325 GOOD             MNDT
 DQ0959
 DQ0959                          STATION DESCRIPTION
 DQ0959
 DQ0959'DESCRIBED BY MN DEPT OF TRANSP 2015 (TJD)
 DQ0959'THE STATION IS LOCATED ABOUT 5.5 MI (8.8 KM) SOUTHWEST OF ANOKA, 5.3
 DQ0959'MI (8.5 KM) SOUTHEAST OF ROGERS AND 3.5 MI (5.6 KM) WEST-NORTHWEST OF
 DQ0959'OSSEO.
 DQ0959'
 DQ0959'TO REACH THE MARK GO 1.4 MI (2.3 KM) EAST ON MAPLE GROVE PARKWAY NORTH
 DQ0959'FROM THE JUNCTION OF MAPLE GROVE PARKWAY NORTH AND COUNTY ROAD 81
 DQ0959'(TRUNK HIGHWAY 101/TRUNK HIGHWAY 278).
 DQ0959'
 DQ0959'THE MARK IS LOCATED 73 FT (22.3 M) SOUTHWEST OF COUNTY ROAD 81, 908 FT
 DQ0959'(276.8 M) SOUTHEAST OF 36 INCH CULVERT, 2.0 FT (0.6 M) NORTHEAST OF A
 DQ0959'WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 QO0516 ***********************************************************************
 QO0516  DESIGNATION -  2743 W
 QO0516  PID         -  QO0516
 QO0516  STATE/COUNTY-  MN/HENNEPIN
 QO0516  COUNTRY     -  US
 QO0516  USGS QUAD   -  ANOKA (2019)
 QO0516
 QO0516                         *CURRENT SURVEY CONTROL
 QO0516  ______________________________________________________________________
 QO0516* NAD 83(1986) POSITION- 45 08 22.08   (N) 093 27 39.96   (W)   HD_HELD1
 QO0516* NAVD 88 ORTHO HEIGHT -   276.611 (meters)      907.51  (feet) ADJUSTED
 QO0516  ______________________________________________________________________
 QO0516  GEOID HEIGHT    -        -27.787 (meters)                     GEOID18
 QO0516  DYNAMIC HEIGHT  -        276.592 (meters)      907.45  (feet) COMP
 QO0516  MODELED GRAVITY -    980,539.6   (mgal)                       NAVD 88
 QO0516
 QO0516  VERT ORDER      -  SECOND    CLASS I
 QO0516
 QO0516.The horizontal coordinates were determined by differentially corrected
 QO0516.hand held GPS observations or other comparable positioning techniques
 QO0516.and have an estimated accuracy of +/- 3 meters.
 QO0516
 QO0516.The orthometric height was determined by differential leveling and
 QO0516.adjusted by the NATIONAL GEODETIC SURVEY
 QO0516.in June 1991.
 QO0516
 QO0516.Significant digits in the geoid height do not necessarily reflect accuracy.
 QO0516.GEOID18 height accuracy estimate available here.
 QO0516
 QO0516.Click photographs - Photos may exist for this station.
 QO0516
 QO0516.The dynamic height is computed by dividing the NAVD 88
 QO0516.geopotential number by the normal gravity value computed on the
 QO0516.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QO0516.degrees latitude (g = 980.6199 gals.).
 QO0516
 QO0516.The modeled gravity was interpolated from observed gravity values.
 QO0516
 QO0516;                    North         East    Units  Estimated Accuracy
 QO0516;SPC MN S     -   337,865.4     842,386.4     MT  (+/- 3 meters HH1 GPS) 
 QO0516
 QO0516_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK6374698546(NAD 83)
 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
 QO0516.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QO0516.See file dsdata.pdf to determine how the superseded data were derived.
 QO0516
 QO0516_MARKER: DB = BENCH MARK DISK
 QO0516_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 QO0516_STAMPING: 2743 W 1954
 QO0516_MARK LOGO: MNHD
 QO0516_PROJECTION: PROJECTING 15 CENTIMETERS
 QO0516_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 QO0516_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QO0516_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QO0516+SATELLITE: SATELLITE OBSERVATIONS - March 25, 2015
 QO0516
 QO0516  HISTORY     - Date     Condition        Report By
 QO0516  HISTORY     - 1954     MONUMENTED       MNHD
 QO0516  HISTORY     - 1967     GOOD             MNDT
 QO0516  HISTORY     - 19920430 GOOD             MNDT
 QO0516  HISTORY     - 19940907 GOOD             USPSQD
 QO0516  HISTORY     - 20051112 GOOD             USPSQD
 QO0516  HISTORY     - 20071107 GOOD             MNDT
 QO0516  HISTORY     - 20150325 GOOD             MNDT
 QO0516
 QO0516                          STATION DESCRIPTION
 QO0516
 QO0516'DESCRIBED BY MN DEPT OF TRANSP 1967
 QO0516'3.2 MI NW FROM OSSEO.
 QO0516'MARK IS LOCATED IN THE SW1/4, SECTION 3, T119N, R22W.  ABOUT 3.2 MILES
 QO0516'NORTHWEST OF OSSEO ALONG T.H. 152.  MARK IS A STANDARD MINNESOTA
 QO0516'HIGHWAY DEPARTMENT DISK, STAMPED 2743 W 1954, SET IN A PRE-CAST
 QO0516'CONCRETE MONUMENT.  MARK IS 72 FEET SOUTHWEST OF THE CENTERLINE OF
 QO0516'T.H. 152 (STA. 1981+98), 53 FEET NORTHEAST OF THE CENTERLINE OF
 QO0516'RAILROAD TRACKS, 1.0 FOOT NORTHEAST OF A STEEL WITNESS POST, ABOUT 300
 QO0516'FEET SOUTHEAST OF COUNTY ROAD NO. 121 AND FLUSH WITH THE GROUND.
 QO0516
 QO0516                          STATION RECOVERY (1992)
 QO0516
 QO0516'RECOVERY NOTE BY MN DEPT OF TRANSP 1992 (HTS)
 QO0516'THE MARK WAS RECOVERED IN GOOD CONDITION.
 QO0516
 QO0516                          STATION RECOVERY (1994)
 QO0516
 QO0516'RECOVERY NOTE BY US POWER SQUADRON 1994
 QO0516'RECOVERED IN GOOD CONDITION.
 QO0516
 QO0516                          STATION RECOVERY (2005)
 QO0516
 QO0516'RECOVERY NOTE BY US POWER SQUADRON 2005 (JWO)
 QO0516'RECOVERED IN GOOD CONDITION.
 QO0516
 QO0516                          STATION RECOVERY (2007)
 QO0516
 QO0516'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (VWC)
 QO0516'THE MARK IS LOCATED ABOUT 5.6 MI (9.0 KM) SOUTHEAST OF ROGERS, 5.4 MI
 QO0516'(8.7 KM) SOUTHWEST OF ANOKA AND 3.2 MI (5.1 KM) WEST-NORTHWEST OF
 QO0516'OSSEO.
 QO0516'
 QO0516'TO REACH TO THE MARK AT MAPLE GROVE, 3.2 MI (5.1 KM) NORTHWEST OF THE
 QO0516'JUNCTION OF COUNTY ROAD 81 (OLD TRUNK HIGHWAY 152) AND CENTRAL AVENUE
 QO0516'IN OSSEO, 72 FT (21.9 M) SOUTHWEST OF COUNTY ROAD 81 STATION 1981+98,
 QO0516'53 FT (16.2 M) NORTHEAST OF RAILROAD, 300 FT (91.4 M) EAST-SOUTHEAST
 QO0516'OF COUNTY ROAD 121 (FERN BROOK LANE NORTH), 1.0 FT (0.3 M) NORTH OF A
 QO0516'WITNESS POST.
 QO0516
 QO0516                          STATION RECOVERY (2015)
 QO0516
 QO0516'RECOVERY NOTE BY MN DEPT OF TRANSP 2015 (TJD)
 QO0516'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 AD8815 ***********************************************************************
 AD8815  DESIGNATION -  2744 A
 AD8815  PID         -  AD8815
 AD8815  STATE/COUNTY-  MN/HENNEPIN
 AD8815  COUNTRY     -  US
 AD8815  USGS QUAD   -  SHAKOPEE (2019)
 AD8815
 AD8815                         *CURRENT SURVEY CONTROL
 AD8815  ______________________________________________________________________
 AD8815* NAD 83(1986) POSITION- 44 49 08.     (N) 093 30 47.     (W)   SCALED
 AD8815* NAVD 88 ORTHO HEIGHT -   218.148 (meters)      715.71  (feet) ADJUSTED
 AD8815  ______________________________________________________________________
 AD8815  GEOID HEIGHT    -        -26.827 (meters)                     GEOID18
 AD8815  DYNAMIC HEIGHT  -        218.143 (meters)      715.69  (feet) COMP
 AD8815  MODELED GRAVITY -    980,588.8   (mgal)                       NAVD 88
 AD8815
 AD8815  VERT ORDER      -  SECOND    CLASS I
 AD8815
 AD8815.The horizontal coordinates were scaled from a map and have
 AD8815.an estimated accuracy of +/- 6 seconds.
 AD8815
 AD8815.The orthometric height was determined by differential leveling and
 AD8815.adjusted by the NATIONAL GEODETIC SURVEY
 AD8815.in September 1997.
 AD8815
 AD8815.Significant digits in the geoid height do not necessarily reflect accuracy.
 AD8815.GEOID18 height accuracy estimate available here.
 AD8815
 AD8815.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK594629(NAD 83)
 AD8815
 AD8815                          SUPERSEDED SURVEY CONTROL
 AD8815
 AD8815.No superseded survey control is available for this station.
 AD8815
 AD8815_MARKER: DD = SURVEY DISK
 AD8815_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 AD8815_STAMPING: 2744 A 1980
 AD8815_MARK LOGO: MNDT
 AD8815_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AD8815_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AD8815
 AD8815  HISTORY     - Date     Condition        Report By
 AD8815  HISTORY     - 1980     MONUMENTED       MNDT
 AD8815  HISTORY     - 20021021 GOOD             USPSQD
 AD8815  HISTORY     - 20070717 MARK NOT FOUND   MNDT
 AD8815
 AD8815                          STATION DESCRIPTION
 AD8815
 AD8815'DESCRIBED BY MN DEPT OF TRANSP 1980 (EGS)
 AD8815'THE MARK IS LOCATED IN THE CITY OF EDEN PRAIRIE, IN THE NW I/4 OF
 AD8815'SECTION 31, T116N, R22W, ABOUT 0.4 MILE EAST OF THE HENNEPIN-CARVER
 AD8815'COUNTY LINE, 1.2 MILES EAST ALONG TRUNK HIGHWAY 169 AND 212 FROM THEIR
 AD8815'JUNCTION (ABOUT 1 MILE NORTH OF THE MINNESOTA RIVER), AT HIGHWAY 169
 AD8815'MILEPOINT 112.35, 54 FEET NORTH OF THE CENTERLINE OF THE HIGHWAY, 300
 AD8815'FEET EAST OF A FARM ENTRANCE, 19 FEET NORTH OF POWER POLE NUMBER 59,
 AD8815'11.5 FEET SOUTHEAST OF THE SOUTHWEST LEG OF A BILLBOARD SIGN, AND 0.7
 AD8815'FOOT SOUTHEAST OF A STEEL WITNESS POST.  THE MARK, A STANDARD MNDT
 AD8815'VERTICAL CONTROL MONUMENT DISK STAMPED---2744 A 1980---, IS FASTENED
 AD8815'TO THE TOP OF AN 8 FOOT LONG COPPER CLAD STEEL (MAGNETIC) ROD (WITH A
 AD8815'CROSS BAR) THAT IS SET IN 8 INCHES OF CONCRETE IN A 6 INCH DIAMETER
 AD8815'HOLE.
 AD8815
 AD8815                          STATION RECOVERY (2002)
 AD8815
 AD8815'RECOVERY NOTE BY US POWER SQUADRON 2002 (SL)
 AD8815'NO BILLBOARD SIGNS IN THE AREA
 AD8815
 AD8815                          STATION RECOVERY (2007)
 AD8815
 AD8815'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (VWC)
 AD8815'THE MARK WAS NOT RECOVERED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 AD8819 ***********************************************************************
 AD8819  DESIGNATION -  2744 F
 AD8819  PID         -  AD8819
 AD8819  STATE/COUNTY-  MN/HENNEPIN
 AD8819  COUNTRY     -  US
 AD8819  USGS QUAD   -  EDEN PRAIRIE (2019)
 AD8819
 AD8819                         *CURRENT SURVEY CONTROL
 AD8819  ______________________________________________________________________
 AD8819* NAD 83(1986) POSITION- 44 49 10.19   (N) 093 27 48.06   (W)   HD_HELD1
 AD8819* NAVD 88 ORTHO HEIGHT -   253.552 (meters)      831.86  (feet) ADJUSTED
 AD8819  ______________________________________________________________________
 AD8819  GEOID HEIGHT    -        -26.895 (meters)                     GEOID18
 AD8819  DYNAMIC HEIGHT  -        253.546 (meters)      831.84  (feet) COMP
 AD8819  MODELED GRAVITY -    980,584.0   (mgal)                       NAVD 88
 AD8819
 AD8819  VERT ORDER      -  SECOND    CLASS I
 AD8819
 AD8819.The horizontal coordinates were determined by differentially corrected
 AD8819.hand held GPS observations or other comparable positioning techniques
 AD8819.and have an estimated accuracy of +/- 3 meters.
 AD8819
 AD8819.The orthometric height was determined by differential leveling and
 AD8819.adjusted by the NATIONAL GEODETIC SURVEY
 AD8819.in September 1997.
 AD8819
 AD8819.Significant digits in the geoid height do not necessarily reflect accuracy.
 AD8819.GEOID18 height accuracy estimate available here.
 AD8819
 AD8819.Click photographs - Photos may exist for this station.
 AD8819
 AD8819.The dynamic height is computed by dividing the NAVD 88
 AD8819.geopotential number by the normal gravity value computed on the
 AD8819.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AD8819.degrees latitude (g = 980.6199 gals.).
 AD8819
 AD8819.The modeled gravity was interpolated from observed gravity values.
 AD8819
 AD8819;                    North         East    Units  Estimated Accuracy
 AD8819;SPC MN S     -   302,307.9     842,442.8     MT  (+/- 3 meters HH1 GPS) 
 AD8819
 AD8819_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK6336663003(NAD 83)
 AD8819
 AD8819                          SUPERSEDED SURVEY CONTROL
 AD8819
 AD8819.No superseded survey control is available for this station.
 AD8819
 AD8819_MARKER: DV = VERTICAL CONTROL DISK
 AD8819_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 AD8819_STAMPING: 2744 F 1980
 AD8819_MARK LOGO: MNHD
 AD8819_PROJECTION: FLUSH
 AD8819_MAGNETIC: I = MARKER IS A STEEL ROD
 AD8819_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AD8819_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AD8819+SATELLITE: SATELLITE OBSERVATIONS - October 12, 2024
 AD8819
 AD8819  HISTORY     - Date     Condition        Report By
 AD8819  HISTORY     - 1980     MONUMENTED       MNDT
 AD8819  HISTORY     - 20021021 GOOD             USPSQD
 AD8819  HISTORY     - 20070717 GOOD             MNDT
 AD8819  HISTORY     - 20200408 GOOD             MNDT
 AD8819  HISTORY     - 20241012 POOR             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.
 AD8819
 AD8819                          STATION RECOVERY (2007)
 AD8819
 AD8819'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (PJG)
 AD8819'THE MARK IS LOCATED ABOUT 7.3 MI (11.7 KM) SOUTH OF HOPKINS, 3.4 MI
 AD8819'(5.5 KM) EAST-NORTHEAST OF SHAKOPEE AND 2.5 MI (4.0 KM) SOUTH OF EDEN
 AD8819'PRAIRIE.
 AD8819'
 AD8819'TO REACH TO THE MARK AT EDEN PRAIRIE, 1.2 MI (1.9 KM) WEST ALONG TRUNK
 AD8819'HIGHWAY 212 FROM THE JUNCTION OF TRUNK HIGHWAY 212 AND TRUNK HIGHWAY 1
 AD8819'(PIONEER TRAIL), AT TRUNK HIGHWAY 212 MILE POINT 155.5, 62 FT (18.9 M)
 AD8819'SOUTH OF TRUNK HIGHWAY 212, AT SCENIC OVERLOOK (NOT WAYSIDE REST AT
 AD8819'TOP OF HILL), 17 FT (5.2 M) WEST-SOUTHWEST OF POWER POLE, 6 FT (1.8 M)
 AD8819'SOUTH OF WEST END OF GUARDRAIL, 1.0 FT (0.3 M) NORTH OF A WITNESS
 AD8819'POST.
 AD8819
 AD8819                          STATION RECOVERY (2020)
 AD8819
 AD8819'RECOVERY NOTE BY MN DEPT OF TRANSP 2020 (SEL)
 AD8819'RECOVERED IN GOOD CONDITION.
 AD8819
 AD8819                          STATION RECOVERY (2024)
 AD8819
 AD8819'RECOVERY NOTE BY US POWER SQUADRON 2024 (SMB)
 AD8819'THE DISK IS BENT ON ONE EDGE.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 AD8821 ***********************************************************************
 AD8821  DESIGNATION -  2744 H
 AD8821  PID         -  AD8821
 AD8821  STATE/COUNTY-  MN/HENNEPIN
 AD8821  COUNTRY     -  US
 AD8821  USGS QUAD   -  EDEN PRAIRIE (2019)
 AD8821
 AD8821                         *CURRENT SURVEY CONTROL
 AD8821  ______________________________________________________________________
 AD8821* NAD 83(1986) POSITION- 44 49 44.82   (N) 093 26 33.42   (W)   HD_HELD1
 AD8821* NAVD 88 ORTHO HEIGHT -   272.942 (meters)      895.48  (feet) ADJUSTED
 AD8821  ______________________________________________________________________
 AD8821  GEOID HEIGHT    -        -26.913 (meters)                     GEOID18
 AD8821  DYNAMIC HEIGHT  -        272.935 (meters)      895.45  (feet) COMP
 AD8821  MODELED GRAVITY -    980,584.9   (mgal)                       NAVD 88
 AD8821
 AD8821  VERT ORDER      -  SECOND    CLASS I
 AD8821
 AD8821.The horizontal coordinates were determined by differentially corrected
 AD8821.hand held GPS observations or other comparable positioning techniques
 AD8821.and have an estimated accuracy of +/- 3 meters.
 AD8821
 AD8821.The orthometric height was determined by differential leveling and
 AD8821.adjusted by the NATIONAL GEODETIC SURVEY
 AD8821.in September 1997.
 AD8821
 AD8821.Significant digits in the geoid height do not necessarily reflect accuracy.
 AD8821.GEOID18 height accuracy estimate available here.
 AD8821
 AD8821.Click photographs - Photos may exist for this station.
 AD8821
 AD8821.The dynamic height is computed by dividing the NAVD 88
 AD8821.geopotential number by the normal gravity value computed on the
 AD8821.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AD8821.degrees latitude (g = 980.6199 gals.).
 AD8821
 AD8821.The modeled gravity was interpolated from observed gravity values.
 AD8821
 AD8821;                    North         East    Units  Estimated Accuracy
 AD8821;SPC MN S     -   303,387.7     844,075.3     MT  (+/- 3 meters HH1 GPS) 
 AD8821
 AD8821_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK6501164062(NAD 83)
 AD8821
 AD8821                          SUPERSEDED SURVEY CONTROL
 AD8821
 AD8821.No superseded survey control is available for this station.
 AD8821
 AD8821_MARKER: DV = VERTICAL CONTROL DISK
 AD8821_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 AD8821_STAMPING: 2744 H 1980
 AD8821_MARK LOGO: MNDT
 AD8821_PROJECTION: RECESSED 3 CENTIMETERS
 AD8821_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AD8821_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AD8821_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AD8821+SATELLITE: SATELLITE OBSERVATIONS - July 18, 2007
 AD8821
 AD8821  HISTORY     - Date     Condition        Report By
 AD8821  HISTORY     - 1980     MONUMENTED       MNDT
 AD8821  HISTORY     - 20021021 MARK NOT FOUND   USPSQD
 AD8821  HISTORY     - 20060929 GOOD             USPSQD
 AD8821  HISTORY     - 20070718 GOOD             MNDT
 AD8821
 AD8821                          STATION DESCRIPTION
 AD8821
 AD8821'DESCRIBED BY MN DEPT OF TRANSP 1980 (EGS)
 AD8821'THE MARK IS LOCATED IN THE CITY OF EDEN PRAIRIE, IN THE NE 1/4 OF
 AD8821'SECTION 27, T116N, R22W, 2.7 MILES SOUTHWEST ALONG TRUNK HIGHWAY 169
 AD8821'AND 212 FROM ITS JUNCTION WITH INTERSTATE HIGHWAY 494 IN EDEN PRAIRIE,
 AD8821'ABOUT 600 FEET EAST ALONG COUNTY ROAD 1 FROM THE CENTERLINE OF HIGHWAY
 AD8821'169/212 AT HIGHWAY 169 MILEPOINT 116.0, 35 FEET NORTH OF AND ABOUT ONE
 AD8821'FOOT LOWER THAN THE CENTERLINE OF COUNTY ROAD 1 (OLD SHAKOPEE ROAD),
 AD8821'47 FEET EAST OF THE CENTER OF A DRIVEWAY LEADING NORTH, 63.7 FEET
 AD8821'NORTH OF A POWER POLE WITH A TRANSFORMER, 23.5 FEET EAST OF A FIRE
 AD8821'HYDRANT, AND 0.5 FOOT SOUTH OF A STEEL WITNESS POST.  THE MARK, A
 AD8821'STANDARD MNDT VERTICAL CONTROL MONUMENT DISK STAMPED---2744 H 1980---,
 AD8821'IS FASTENED TO THE TOP OF AN 8 FOOT LONG COPPER COATED STEEL
 AD8821'(MAGNETIC) ROD (WITH A CROSS BAR) THAT IS SET IN 8 INCHES OF CONCRETE
 AD8821'IN A 6 INCH DIAMETER HOLE.
 AD8821
 AD8821                          STATION RECOVERY (2002)
 AD8821
 AD8821'RECOVERY NOTE BY US POWER SQUADRON 2002 (SL)
 AD8821'NEW CONSTRUCTION AT MARKER SITE, NO POWER POLES PRESENT
 AD8821
 AD8821                          STATION RECOVERY (2006)
 AD8821
 AD8821'RECOVERY NOTE BY US POWER SQUADRON 2006 (REA)
 AD8821'MARK IS 0.15 MILES NORTH AND EAST ON PIONEER TRAIL FROM THE
 AD8821'INTERSECTION OF COUNTY ROAD 1 AND PIONEER TRAIL THAT IS IMMEDIATELY
 AD8821'EAST OF HIGHWAY 212 (PIONEER TRAIL INTERSECTS TWICE WITH COUNTY ROAD 1
 AD8821'ON EAST SIDE OF HIGHWAY 212)
 AD8821
 AD8821                          STATION RECOVERY (2007)
 AD8821
 AD8821'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (JJB)
 AD8821'THE MARK IS LOCATED ABOUT 6.7 MI (10.8 KM) SOUTH OF HOPKINS, 4.7 MI
 AD8821'(7.6 KM) EAST-NORTHEAST OF SHAKOPEE AND 2.3 MI (3.7 KM) SOUTHEAST OF
 AD8821'EDEN PRAIRIE.
 AD8821'
 AD8821'TO REACH TO THE MARK AT EDEN PRAIRIE, 2.7 MI (4.3 KM) SOUTHWEST ALONG
 AD8821'TRUNK HIGHWAY 212 FROM THE JUNCTION OF TRUNK HIGHWAY 212 AND
 AD8821'INTERSTATE HIGHWAY 494, THENCE 0.1 MI (0.2 KM) EAST ON TRUNK HIGHWAY 1
 AD8821'(PIONEER TRAIL), THENCE 0.2 MI (0.3 KM) NORTHEAST ON OLD PIONEER TRAIL
 AD8821'(PASTSUPER AMERICA ENTRANCE), 35 FT (10.7 M) NORTH OF OLD PIONEER
 AD8821'TRAIL, ACROSS ROAD FROM 13045 PIONEER TRAIL, 3.5 FT (1.1 M) NORTH OF
 AD8821'BIKE PATH, 47 FT (14.3 M) EAST OF DRIVEWAY NUMBER 13050 (CANARD
 AD8821'AEROSPACE), 63.7 FT (19.4 M) NORTH OF POWER POLE, 23.5 FT (7.2 M) EAST
 AD8821'OF FIRE HYDRANT, 0.5 FT (0.2 M) SOUTH OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 AD8822 ***********************************************************************
 AD8822  DESIGNATION -  2744 J
 AD8822  PID         -  AD8822
 AD8822  STATE/COUNTY-  MN/HENNEPIN
 AD8822  COUNTRY     -  US
 AD8822  USGS QUAD   -  EDEN PRAIRIE (2019)
 AD8822
 AD8822                         *CURRENT SURVEY CONTROL
 AD8822  ______________________________________________________________________
 AD8822* NAD 83(1986) POSITION- 44 49 55.32   (N) 093 26 26.02   (W)   HD_HELD1
 AD8822* NAVD 88 ORTHO HEIGHT -   250.177 (meters)      820.79  (feet) ADJUSTED
 AD8822  ______________________________________________________________________
 AD8822  GEOID HEIGHT    -        -26.913 (meters)                     GEOID18
 AD8822  DYNAMIC HEIGHT  -        250.171 (meters)      820.77  (feet) COMP
 AD8822  MODELED GRAVITY -    980,585.2   (mgal)                       NAVD 88
 AD8822
 AD8822  VERT ORDER      -  SECOND    CLASS I
 AD8822
 AD8822.The horizontal coordinates were determined by differentially corrected
 AD8822.hand held GPS observations or other comparable positioning techniques
 AD8822.and have an estimated accuracy of +/- 3 meters.
 AD8822
 AD8822.The orthometric height was determined by differential leveling and
 AD8822.adjusted by the NATIONAL GEODETIC SURVEY
 AD8822.in September 1997.
 AD8822
 AD8822.Significant digits in the geoid height do not necessarily reflect accuracy.
 AD8822.GEOID18 height accuracy estimate available here.
 AD8822
 AD8822.Click photographs - Photos may exist for this station.
 AD8822
 AD8822.The dynamic height is computed by dividing the NAVD 88
 AD8822.geopotential number by the normal gravity value computed on the
 AD8822.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AD8822.degrees latitude (g = 980.6199 gals.).
 AD8822
 AD8822.The modeled gravity was interpolated from observed gravity values.
 AD8822
 AD8822;                    North         East    Units  Estimated Accuracy
 AD8822;SPC MN S     -   303,712.9     844,235.6     MT  (+/- 3 meters HH1 GPS) 
 AD8822
 AD8822_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK6517564386(NAD 83)
 AD8822
 AD8822                          SUPERSEDED SURVEY CONTROL
 AD8822
 AD8822.No superseded survey control is available for this station.
 AD8822
 AD8822_MARKER: DV = VERTICAL CONTROL DISK
 AD8822_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 AD8822_SP_SET: HEADWALL BOX CULVERT
 AD8822_STAMPING: 2744 J 1980
 AD8822_MARK LOGO: MNDT
 AD8822_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AD8822_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AD8822+STABILITY: SURFACE MOTION
 AD8822
 AD8822  HISTORY     - Date     Condition        Report By
 AD8822  HISTORY     - 1980     MONUMENTED       MNDT
 AD8822  HISTORY     - 20021021 MARK NOT FOUND   USPSQD
 AD8822  HISTORY     - 20070718 GOOD             MNDT
 AD8822
 AD8822                          STATION DESCRIPTION
 AD8822
 AD8822'DESCRIBED BY MN DEPT OF TRANSP 1980 (EGS)
 AD8822'THE MARK IS LOCATED IN THE CITY OF EDEN PRAIRIE, IN THE NE 1/4 OF
 AD8822'SECTION 27, T116N, R22W, 2.45 MILES SOUTHWEST ALONG TRUNK HIGHWAY
 AD8822'169/212 FROM ITS JUNCTION WITH INTERSTATE HIGHWAY 494 IN EDEN PRAIRIE,
 AD8822'4 FEET LOWER THAN THE HIGHWAY AND AT HIGHWAY 169 MILEPOINT 116.25. THE
 AD8822'MARK, A STANDARD MNDT VERTICAL CONTROL MONUMENT DISK STAMPED---2744 J
 AD8822'1980---, IS SET IN A DRILL HOLE IN THE SOUTH END OF THE EAST CONCRETE
 AD8822'HEADWALL OF A BOX CULVERT AT PURGATORY CREEK.
 AD8822
 AD8822                          STATION RECOVERY (2002)
 AD8822
 AD8822'RECOVERY NOTE BY US POWER SQUADRON 2002 (SL)
 AD8822'NEW BRIDGE, NOT FOUND
 AD8822
 AD8822                          STATION RECOVERY (2007)
 AD8822
 AD8822'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (JJB)
 AD8822'THE MARK IS LOCATED ABOUT 6.5 MI (10.5 KM) SOUTH OF HOPKINS, 4.8 MI
 AD8822'(7.7 KM) EAST-NORTHEAST OF SHAKOPEE AND 2.2 MI (3.5 KM) SOUTHEAST OF
 AD8822'EDEN PRAIRIE.
 AD8822'
 AD8822'TO REACH TO THE MARK AT EDEN PRAIRIE, 2.45 MI (3.9 KM) SOUTHWEST OF
 AD8822'THE JUNCTION OF TRUNK HIGHWAY 212 AND INTERSTATE HIGHWAY 494, IN
 AD8822'SOUTHEAST CORNER OF TRUNK HIGHWAY 212 BOX CULVERT AT PURGATORY CREEK.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 AD8823 ***********************************************************************
 AD8823  DESIGNATION -  2744 K
 AD8823  PID         -  AD8823
 AD8823  STATE/COUNTY-  MN/HENNEPIN
 AD8823  COUNTRY     -  US
 AD8823  USGS QUAD   -  EDEN PRAIRIE (2019)
 AD8823
 AD8823                         *CURRENT SURVEY CONTROL
 AD8823  ______________________________________________________________________
 AD8823* NAD 83(1986) POSITION- 44 50 16.23   (N) 093 26 28.75   (W)   HD_HELD1
 AD8823* NAVD 88 ORTHO HEIGHT -   268.157 (meters)      879.78  (feet) ADJUSTED
 AD8823  ______________________________________________________________________
 AD8823  GEOID HEIGHT    -        -26.908 (meters)                     GEOID18
 AD8823  DYNAMIC HEIGHT  -        268.151 (meters)      879.76  (feet) COMP
 AD8823  MODELED GRAVITY -    980,585.7   (mgal)                       NAVD 88
 AD8823
 AD8823  VERT ORDER      -  SECOND    CLASS I
 AD8823
 AD8823.The horizontal coordinates were determined by differentially corrected
 AD8823.hand held GPS observations or other comparable positioning techniques
 AD8823.and have an estimated accuracy of +/- 3 meters.
 AD8823
 AD8823.The orthometric height was determined by differential leveling and
 AD8823.adjusted by the NATIONAL GEODETIC SURVEY
 AD8823.in September 1997.
 AD8823
 AD8823.Significant digits in the geoid height do not necessarily reflect accuracy.
 AD8823.GEOID18 height accuracy estimate available here.
 AD8823
 AD8823.Click photographs - Photos may exist for this station.
 AD8823
 AD8823.The dynamic height is computed by dividing the NAVD 88
 AD8823.geopotential number by the normal gravity value computed on the
 AD8823.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AD8823.degrees latitude (g = 980.6199 gals.).
 AD8823
 AD8823.The modeled gravity was interpolated from observed gravity values.
 AD8823
 AD8823;                    North         East    Units  Estimated Accuracy
 AD8823;SPC MN S     -   304,358.0     844,171.2     MT  (+/- 3 meters HH1 GPS) 
 AD8823
 AD8823_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK6511965031(NAD 83)
 AD8823
 AD8823                          SUPERSEDED SURVEY CONTROL
 AD8823
 AD8823.No superseded survey control is available for this station.
 AD8823
 AD8823_MARKER: DV = VERTICAL CONTROL DISK
 AD8823_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 AD8823_STAMPING: 2744 K 1980
 AD8823_MARK LOGO: MNDT
 AD8823_PROJECTION: FLUSH
 AD8823_MAGNETIC: I = MARKER IS A STEEL ROD
 AD8823_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AD8823_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AD8823+SATELLITE: SATELLITE OBSERVATIONS - October 12, 2024
 AD8823
 AD8823  HISTORY     - Date     Condition        Report By
 AD8823  HISTORY     - 1980     MONUMENTED       MNDT
 AD8823  HISTORY     - 20021021 GOOD             USPSQD
 AD8823  HISTORY     - 20060930 GOOD             USPSQD
 AD8823  HISTORY     - 20070718 GOOD             MNDT
 AD8823  HISTORY     - 20241012 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
 AD8823
 AD8823                          STATION RECOVERY (2006)
 AD8823
 AD8823'RECOVERY NOTE BY US POWER SQUADRON 2006 (REA)
 AD8823'STEEL WITNESS POST HAS NO SIGN. ONLY 2744  1980 IS LEGIBLE ON DISK.
 AD8823'ENTRANCE TO HENNIPEN TECHNICAL COLLEGE, EDEN PRAIRIE CAMPUS IS NOW ON
 AD8823'COLLEGE VIEW DRIVE WHICH RUNS WEST FROM INTERSECTION WITH HWY 212.
 AD8823'MARK IS 67 FEET SOUTH OF THE CENTERLINE OF COLLEGE VIEW DRIVE AND 76
 AD8823'FEET EAST OF CENTERLINE OF COLUMBINE ROAD WHICH INTERSECTS COLLEGE
 AD8823'VIEW DRIVE.
 AD8823'
 AD8823
 AD8823                          STATION RECOVERY (2007)
 AD8823
 AD8823'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (JJB)
 AD8823'THE MARK IS LOCATED ABOUT 6.1 MI (9.8 KM) SOUTH OF HOPKINS, 5.0 MI
 AD8823'(8.0 KM) EAST-NORTHEAST OF SHAKOPEE AND 1.9 MI (3.1 KM) SOUTHEAST OF
 AD8823'EDEN PRAIRIE.
 AD8823'
 AD8823'TO REACH TO THE MARK AT EDEN PRAIRIE, 2.0 MI (3.2 KM) SOUTHWEST OF THE
 AD8823'JUNCTION OF TRUNK HIGHWAY 212 AND INTERSTATE HIGHWAY 494, 500 FT
 AD8823'(152.4 M) WEST OF TRUNK HIGHWAY 212 ON COLLEGE DRIVE, AT ENTRANCE TO
 AD8823'HENNEPIN VO-TECH (SOUTH CAMPUS), 78.5 FT (23.9 M) EAST OF NORTH-SOUTH
 AD8823'DRIVE, 75 FT (22.9 M) SOUTH OF EAST-WEST ENTRANCE DRIVE, 0.6 FT (0.2
 AD8823'M) NORTHEAST OF A WITNESS POST.
 AD8823
 AD8823                          STATION RECOVERY (2024)
 AD8823
 AD8823'RECOVERY NOTE BY US POWER SQUADRON 2024 (SMB)
 AD8823'THE WITNESS POST HAS BEEN DAMAGED - HIT AND BENT, REFLECTIVE SURFACE
 AD8823'FLAKING OFF.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 AD8824 ***********************************************************************
 AD8824  DESIGNATION -  2744 L
 AD8824  PID         -  AD8824
 AD8824  STATE/COUNTY-  MN/HENNEPIN
 AD8824  COUNTRY     -  US
 AD8824  USGS QUAD   -  EDEN PRAIRIE (2019)
 AD8824
 AD8824                         *CURRENT SURVEY CONTROL
 AD8824  ______________________________________________________________________
 AD8824* NAD 83(1986) POSITION- 44 50 46.     (N) 093 26 20.     (W)   SCALED
 AD8824* NAVD 88 ORTHO HEIGHT -   263.057 (meters)      863.05  (feet) ADJUSTED
 AD8824  ______________________________________________________________________
 AD8824  GEOID HEIGHT    -        -26.906 (meters)                     GEOID18
 AD8824  DYNAMIC HEIGHT  -        263.051 (meters)      863.03  (feet) COMP
 AD8824  MODELED GRAVITY -    980,586.4   (mgal)                       NAVD 88
 AD8824
 AD8824  VERT ORDER      -  SECOND    CLASS I
 AD8824
 AD8824.The horizontal coordinates were scaled from a map and have
 AD8824.an estimated accuracy of +/- 6 seconds.
 AD8824
 AD8824.The orthometric height was determined by differential leveling and
 AD8824.adjusted by the NATIONAL GEODETIC SURVEY
 AD8824.in September 1997.
 AD8824
 AD8824.Significant digits in the geoid height do not necessarily reflect accuracy.
 AD8824.GEOID18 height accuracy estimate available here.
 AD8824
 AD8824.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK653659(NAD 83)
 AD8824
 AD8824                          SUPERSEDED SURVEY CONTROL
 AD8824
 AD8824.No superseded survey control is available for this station.
 AD8824
 AD8824_MARKER: DD = SURVEY DISK
 AD8824_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 AD8824_STAMPING: 2744 L 1980
 AD8824_MARK LOGO: MNDT
 AD8824_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AD8824_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AD8824
 AD8824  HISTORY     - Date     Condition        Report By
 AD8824  HISTORY     - 1980     MONUMENTED       MNDT
 AD8824  HISTORY     - 20021021 MARK NOT FOUND   USPSQD
 AD8824  HISTORY     - 20070718 MARK NOT FOUND   MNDT
 AD8824
 AD8824                          STATION DESCRIPTION
 AD8824
 AD8824'DESCRIBED BY MN DEPT OF TRANSP 1980 (EGS)
 AD8824'THE MARK IS LOCATED IN THE CITY OF EDEN PRAIRIE, IN THE NE 1/4 OF
 AD8824'SECTION 23, T116N, R22W, 1.4 MILES SOUTHWEST ALONG TRUNK HIGHWAY
 AD8824'169/212 FROM ITS JUNCTION WITH INTERSTATE HIGHWAY 494 IN EDEN PRAIRIE,
 AD8824'42.2 FEET WEST OF AND ABOUT 4 FEET LOWER THAN THE CENTERLINE OF
 AD8824'HIGHWAY 169/212 AT HIGHWAY 169 MILEPOINT 117.3, 90 FEET SOUTH OF A
 AD8824'FIELD ENTRANCE TO THE WEST, 8.8 FEET SOUTHWEST OF A POWER POLE, AND
 AD8824'0.5 FOOT EAST OF A STEEL WITNESS POST.  THE MARK, A STANDARD MNDT
 AD8824'VERTICAL CONTROL MONUMENT DISK STAMPED---2744 L 1980---, IS FASTENED
 AD8824'TO THE TOP OF AN 8 FOOT LONG COPPER COATED STEEL (MAGNETIC) ROD (WITH
 AD8824'A CROSS BAR) THAT IS SET IN 8 INCHES OF CONCRETE IN A 6 INCH DIAMETER
 AD8824'HOLE, AND IS FLUSH WITH THE GROUND.
 AD8824
 AD8824                          STATION RECOVERY (2002)
 AD8824
 AD8824'RECOVERY NOTE BY US POWER SQUADRON 2002 (SL)
 AD8824'MARK NOT FOUND.
 AD8824
 AD8824                          STATION RECOVERY (2007)
 AD8824
 AD8824'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (VWC)
 AD8824'THE MARK WAS NOT RECOVERED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 AD8825 ***********************************************************************
 AD8825  DESIGNATION -  2744 M
 AD8825  PID         -  AD8825
 AD8825  STATE/COUNTY-  MN/HENNEPIN
 AD8825  COUNTRY     -  US
 AD8825  USGS QUAD   -  EDEN PRAIRIE (2019)
 AD8825
 AD8825                         *CURRENT SURVEY CONTROL
 AD8825  ______________________________________________________________________
 AD8825* NAD 83(1986) POSITION- 44 51 02.95   (N) 093 25 55.58   (W)   HD_HELD1
 AD8825* NAVD 88 ORTHO HEIGHT -   257.504 (meters)      844.83  (feet) ADJUSTED
 AD8825  ______________________________________________________________________
 AD8825  GEOID HEIGHT    -        -26.913 (meters)                     GEOID18
 AD8825  DYNAMIC HEIGHT  -        257.498 (meters)      844.81  (feet) COMP
 AD8825  MODELED GRAVITY -    980,587.4   (mgal)                       NAVD 88
 AD8825
 AD8825  VERT ORDER      -  SECOND    CLASS I
 AD8825
 AD8825.The horizontal coordinates were determined by differentially corrected
 AD8825.hand held GPS observations or other comparable positioning techniques
 AD8825.and have an estimated accuracy of +/- 3 meters.
 AD8825
 AD8825.The orthometric height was determined by differential leveling and
 AD8825.adjusted by the NATIONAL GEODETIC SURVEY
 AD8825.in September 1997.
 AD8825
 AD8825.Significant digits in the geoid height do not necessarily reflect accuracy.
 AD8825.GEOID18 height accuracy estimate available here.
 AD8825
 AD8825.Click photographs - Photos may exist for this station.
 AD8825
 AD8825.The dynamic height is computed by dividing the NAVD 88
 AD8825.geopotential number by the normal gravity value computed on the
 AD8825.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AD8825.degrees latitude (g = 980.6199 gals.).
 AD8825
 AD8825.The modeled gravity was interpolated from observed gravity values.
 AD8825
 AD8825;                    North         East    Units  Estimated Accuracy
 AD8825;SPC MN S     -   305,805.1     844,889.7     MT  (+/- 3 meters HH1 GPS) 
 AD8825
 AD8825_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK6585566469(NAD 83)
 AD8825
 AD8825                          SUPERSEDED SURVEY CONTROL
 AD8825
 AD8825.No superseded survey control is available for this station.
 AD8825
 AD8825_MARKER: DV = VERTICAL CONTROL DISK
 AD8825_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AD8825_SP_SET: POWER POLE BASE
 AD8825_STAMPING: 2744 M 1980
 AD8825_MARK LOGO: MNDT
 AD8825_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AD8825_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AD8825_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AD8825+SATELLITE: SATELLITE OBSERVATIONS - October 12, 2024
 AD8825
 AD8825  HISTORY     - Date     Condition        Report By
 AD8825  HISTORY     - 1980     MONUMENTED       MNDT
 AD8825  HISTORY     - 20021021 GOOD             USPSQD
 AD8825  HISTORY     - 20070718 GOOD             MNDT
 AD8825  HISTORY     - 20241012 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.
 AD8825
 AD8825                          STATION RECOVERY (2007)
 AD8825
 AD8825'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (JJB)
 AD8825'THE MARK IS LOCATED ABOUT 5.9 MI (9.5 KM) NORTHEAST OF SHAKOPEE, 5.4
 AD8825'MI (8.7 KM) SOUTH-SOUTHEAST OF HOPKINS AND 1.9 MI (3.1 KM) EAST OF
 AD8825'EDEN PRAIRIE.
 AD8825'
 AD8825'TO REACH TO THE MARK AT EDEN PRAIRIE, 0.9 MI (1.4 KM) SOUTHWEST OF THE
 AD8825'JUNCTION OF TRUNK HIGHWAY 212 AND INTERSTATE HIGHWAY 494, 0.05 MI (0.1
 AD8825'KM) SOUTHEAST ON PRAIRIE CENTER DRIVE, THEN 0.05 MI (0.1 KM) SOUTHWEST
 AD8825'ON JOINER WAY, 212 FT (64.6 M) SOUTHEAST OF SOUTH CURB OF TRUNK
 AD8825'HIGHWAY 212, 179 FT (54.6 M) NORTHEAST OF FIRE HYDRANT, IN NORTHEAST
 AD8825'CORNER OF BASE OF STEEL POWER LINE TOWER 601, AT TRUNK HIGHWAY 212
 AD8825'MILE POINT 158.6.
 AD8825
 AD8825                          STATION RECOVERY (2024)
 AD8825
 AD8825'RECOVERY NOTE BY US POWER SQUADRON 2024 (SMB)
 AD8825'POWER POLE IS LABELED 61.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 AD8826 ***********************************************************************
 AD8826  DESIGNATION -  2744 N
 AD8826  PID         -  AD8826
 AD8826  STATE/COUNTY-  MN/HENNEPIN
 AD8826  COUNTRY     -  US
 AD8826  USGS QUAD   -  EDEN PRAIRIE (2019)
 AD8826
 AD8826                         *CURRENT SURVEY CONTROL
 AD8826  ______________________________________________________________________
 AD8826* NAD 83(1986) POSITION- 44 51 21.83   (N) 093 25 37.68   (W)   HD_HELD1
 AD8826* NAVD 88 ORTHO HEIGHT -   269.783 (meters)      885.11  (feet) ADJUSTED
 AD8826  ______________________________________________________________________
 AD8826  GEOID HEIGHT    -        -26.916 (meters)                     GEOID18
 AD8826  DYNAMIC HEIGHT  -        269.778 (meters)      885.10  (feet) COMP
 AD8826  MODELED GRAVITY -    980,588.1   (mgal)                       NAVD 88
 AD8826
 AD8826  VERT ORDER      -  SECOND    CLASS I
 AD8826
 AD8826.The horizontal coordinates were determined by differentially corrected
 AD8826.hand held GPS observations or other comparable positioning techniques
 AD8826.and have an estimated accuracy of +/- 3 meters.
 AD8826
 AD8826.The orthometric height was determined by differential leveling and
 AD8826.adjusted by the NATIONAL GEODETIC SURVEY
 AD8826.in September 2016.
 AD8826
 AD8826.Significant digits in the geoid height do not necessarily reflect accuracy.
 AD8826.GEOID18 height accuracy estimate available here.
 AD8826
 AD8826.Click photographs - Photos may exist for this station.
 AD8826
 AD8826.The dynamic height is computed by dividing the NAVD 88
 AD8826.geopotential number by the normal gravity value computed on the
 AD8826.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AD8826.degrees latitude (g = 980.6199 gals.).
 AD8826
 AD8826.The modeled gravity was interpolated from observed gravity values.
 AD8826
 AD8826;                    North         East    Units  Estimated Accuracy
 AD8826;SPC MN S     -   306,390.6     845,278.6     MT  (+/- 3 meters HH1 GPS) 
 AD8826
 AD8826_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK6625167049(NAD 83)
 AD8826
 AD8826                          SUPERSEDED SURVEY CONTROL
 AD8826
 AD8826  NAVD 88 (09/23/97)  269.771  (m)          885.07   (f) SUPERSEDED  2 1
 AD8826
 AD8826.Superseded values are not recommended for survey control.
 AD8826
 AD8826.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AD8826.See file dsdata.pdf to determine how the superseded data were derived.
 AD8826
 AD8826_MARKER: DV = VERTICAL CONTROL DISK
 AD8826_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 AD8826+WITH SETTING: PAVEMENT
 AD8826_SP_SET: SIGN BASE
 AD8826_STAMPING: 2744 N 1980
 AD8826_MARK LOGO: MNDT
 AD8826_MAGNETIC: N = NO MAGNETIC MATERIAL
 AD8826_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AD8826+STABILITY: SURFACE MOTION
 AD8826_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AD8826+SATELLITE: SATELLITE OBSERVATIONS - January 13, 2014
 AD8826
 AD8826  HISTORY     - Date     Condition        Report By
 AD8826  HISTORY     - 1980     MONUMENTED       MNDT
 AD8826  HISTORY     - 20021021 MARK NOT FOUND   USPSQD
 AD8826  HISTORY     - 20070718 GOOD             MNDT
 AD8826  HISTORY     - 20140113 GOOD             MNDT
 AD8826
 AD8826                          STATION DESCRIPTION
 AD8826
 AD8826'DESCRIBED BY MN DEPT OF TRANSP 1980 (EGS)
 AD8826'THE MARK IS LOCATED IN THE CITY OF EDEN PRAIRIE, IN THE NE 1/4 OF
 AD8826'SECTION 14, T116N, R22W, 0.5 MILE SOUTHWEST ALONG TRUNK HIGHWAY
 AD8826'169/212 FROM ITS JUNCTION WITH INTERSTATE HIGHWAY 494 IN EDEN PRAIRIE,
 AD8826'ABOUT 250 FEET SOUTH OF THE ENRANCE TO EDEN PRAIRIE CENTER (SHOPPING
 AD8826'MALL), 47.8 FEET SOUTHEAST OF THE SOUTHEAST CURB OF HIGHWAY 169/212 AT
 AD8826'HIGHWAY 169 MILEPOINT 118.2, 42.9 FEET NORTHEAST OF THE NORTH CURB OF
 AD8826'A CIRCLE DRIVE (SHOPPING CENTER SERVICE ROAD), AND 1.2 FEET NORTH OF
 AD8826'THE WEST BRICK COLUMN FOR A BRICK SIGN (EDEN PRAIRIE CENTER).  THE
 AD8826'MARK, A STANDARD MNDT VERTICAL CONTROL MONUMENT DISK STAMPED---2744 N
 AD8826'1980---, IS SET IN A DRILL HOLE IN THE WEST CONCRETE BASE OF THE BRICK
 AD8826'SIGN.
 AD8826
 AD8826                          STATION RECOVERY (2002)
 AD8826
 AD8826'RECOVERY NOTE BY US POWER SQUADRON 2002 (SL)
 AD8826'NEW SIGN AT SITE, NOT FOUND
 AD8826
 AD8826                          STATION RECOVERY (2007)
 AD8826
 AD8826'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (JJB)
 AD8826'THE MARK IS LOCATED ABOUT 6.3 MI (10.1 KM) NORTHEAST OF SHAKOPEE, 5.1
 AD8826'MI (8.2 KM) SOUTH-SOUTHEAST OF HOPKINS AND 2.1 MI (3.4 KM) EAST OF
 AD8826'EDEN PRAIRIE.
 AD8826'
 AD8826'TO REACH TO THE MARK AT EDEN PRAIRIE, 0.5 MI (0.8 KM) SOUTHWEST OF THE
 AD8826'JUNCTION OF TRUNK HIGHWAY 212 AND INTERSTATE HIGHWAY 494, 250 FT (76.2
 AD8826'M) SOUTH OF ENTRANCE TO EDEN PRAIRIE CENTER, 47.8 FT (14.6 M)
 AD8826'SOUTHEAST OF SOUTHEAST CURB OF TRUNK HIGHWAY 212, 42.9 FT (13.1 M)
 AD8826'NORTHEAST OF NORTH CURB ON ACCESS ROAD, 1.2 FT (0.4 M) NORTH OF WEST
 AD8826'COLUMN OF SIGN (EDEN PRAIRIE CENTER) NOTHING ON SIGN AT PRESENT, IN
 AD8826'WEST BASE OF SIGN, AT TRUNK HIGHWAY 212 MILE POINT 158.9.
 AD8826
 AD8826                          STATION RECOVERY (2014)
 AD8826
 AD8826'RECOVERY NOTE BY MN DEPT OF TRANSP 2014 (FAD)
 AD8826'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DK6465 ***********************************************************************
 DK6465  DESIGNATION -  2748 AB
 DK6465  PID         -  DK6465
 DK6465  STATE/COUNTY-  MN/HENNEPIN
 DK6465  COUNTRY     -  US
 DK6465  USGS QUAD   -  MINNEAPOLIS NORTH (2019)
 DK6465
 DK6465                         *CURRENT SURVEY CONTROL
 DK6465  ______________________________________________________________________
 DK6465* NAD 83(1986) POSITION- 45 07 23.52   (N) 093 18 19.36   (W)   HD_HELD1
 DK6465* NAVD 88 ORTHO HEIGHT -   266.679 (meters)      874.93  (feet) ADJUSTED
 DK6465  ______________________________________________________________________
 DK6465  GEOID HEIGHT    -        -27.414 (meters)                     GEOID18
 DK6465  DYNAMIC HEIGHT  -        266.674 (meters)      874.91  (feet) COMP
 DK6465  MODELED GRAVITY -    980,590.8   (mgal)                       NAVD 88
 DK6465
 DK6465  VERT ORDER      -  SECOND    CLASS I
 DK6465
 DK6465.The horizontal coordinates were determined by differentially corrected
 DK6465.hand held GPS observations or other comparable positioning techniques
 DK6465.and have an estimated accuracy of +/- 3 meters.
 DK6465
 DK6465.The orthometric height was determined by differential leveling and
 DK6465.adjusted by the NATIONAL GEODETIC SURVEY
 DK6465.in October 2008.
 DK6465
 DK6465.Significant digits in the geoid height do not necessarily reflect accuracy.
 DK6465.GEOID18 height accuracy estimate available here.
 DK6465
 DK6465.Click photographs - Photos may exist for this station.
 DK6465
 DK6465.The dynamic height is computed by dividing the NAVD 88
 DK6465.geopotential number by the normal gravity value computed on the
 DK6465.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK6465.degrees latitude (g = 980.6199 gals.).
 DK6465
 DK6465.The modeled gravity was interpolated from observed gravity values.
 DK6465
 DK6465;                    North         East    Units  Estimated Accuracy
 DK6465;SPC MN S     -   336,150.1     854,649.6     MT  (+/- 3 meters HH1 GPS) 
 DK6465
 DK6465_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK7598396681(NAD 83)
 DK6465
 DK6465                          SUPERSEDED SURVEY CONTROL
 DK6465
 DK6465.No superseded survey control is available for this station.
 DK6465
 DK6465_MARKER: DD = SURVEY DISK
 DK6465_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DK6465_SP_SET: BRIDGE RAILING
 DK6465_STAMPING: 2748 AB 1998
 DK6465_MARK LOGO: MNDT
 DK6465_MAGNETIC: N = NO MAGNETIC MATERIAL
 DK6465_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DK6465_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DK6465+SATELLITE: SATELLITE OBSERVATIONS - March 27, 2012
 DK6465
 DK6465  HISTORY     - Date     Condition        Report By
 DK6465  HISTORY     - 19980401 MONUMENTED       MNDT
 DK6465  HISTORY     - 20011106 GOOD             MNDT
 DK6465  HISTORY     - 20120327 GOOD             MNDT
 DK6465
 DK6465                          STATION DESCRIPTION
 DK6465
 DK6465'DESCRIBED BY MN DEPT OF TRANSP 2001 (WAS)
 DK6465'THE MARK IS LOCATED ABOUT 6.5 MI (10.5 KM) SOUTHEAST OF ANOKA, 6.4 MI
 DK6465'(10.3 KM) NORTHWEST OF NEW BRIGHTON AND 4.7 MI (7.6 KM) EAST OF OSSEO.
 DK6465'TO REACH STATION, HEAD SOUTH ON NORTH FIRST AVENUE TOWARD EAST MAIN
 DK6465'STREET, FOR 121 FT (36.9 M) TURN RIGHT AT EAST MAIN STREET, GO 0.1 MI
 DK6465'(0.2 KM) TURN RIGHT AT NORTH FERRY STREET FOR 0.4 MI (0.6 KM) TURN
 DK6465'RIGHT TO MERGE ONTO MN-47 S/US-10 EAST, 6.4 MI (10.3 KM) SLIGHT RIGHT
 DK6465'AT MN-47 SOUTH (SIGNS FOR MINNEAPOLIS/MN-47/MN-610 1.2 MI (1.9 KM)
 DK6465'TAKE THE EXIT ONTO MN-610 W 2.5 MI (4.0 KM) TO STATION.
 DK6465
 DK6465                          STATION RECOVERY (2012)
 DK6465
 DK6465'RECOVERY NOTE BY MN DEPT OF TRANSP 2012 (KMS)
 DK6465'IN OSSEO, IN BRIDGE RAILING IN SOUTHEAST CORNER OF BRIDGE NUMBER 27218
 DK6465'TRUNK HIGHWAY 252 SOUTH OVER EASTBOUND AND WESTBOUND TRUNK HIGHWAY
 DK6465'610, 2.5 MI (4.0 KM) WEST ALONG TRUNK HIGHWAY 610 WEST  FROM THE
 DK6465'JUNCTION OF TRUNK HIGHWAY 610 WEST AND TRUNK HIGHWAY 10, 22.2 FT (6.8
 DK6465'M) EAST OF TRUNK HIGHWAY 252 SOUTH.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DK6480 ***********************************************************************
 DK6480  DESIGNATION -  2748 AC
 DK6480  PID         -  DK6480
 DK6480  STATE/COUNTY-  MN/HENNEPIN
 DK6480  COUNTRY     -  US
 DK6480  USGS QUAD   -  MINNEAPOLIS NORTH (2019)
 DK6480
 DK6480                         *CURRENT SURVEY CONTROL
 DK6480  ______________________________________________________________________
 DK6480* NAD 83(1986) POSITION- 45 07 14.51   (N) 093 18 28.00   (W)   HD_HELD1
 DK6480* NAVD 88 ORTHO HEIGHT -   272.653 (meters)      894.53  (feet) ADJUSTED
 DK6480  ______________________________________________________________________
 DK6480  GEOID HEIGHT    -        -27.405 (meters)                     GEOID18
 DK6480  DYNAMIC HEIGHT  -        272.648 (meters)      894.51  (feet) COMP
 DK6480  MODELED GRAVITY -    980,591.0   (mgal)                       NAVD 88
 DK6480
 DK6480  VERT ORDER      -  SECOND    CLASS I
 DK6480
 DK6480.The horizontal coordinates were determined by differentially corrected
 DK6480.hand held GPS observations or other comparable positioning techniques
 DK6480.and have an estimated accuracy of +/- 3 meters.
 DK6480
 DK6480.The orthometric height was determined by differential leveling and
 DK6480.adjusted by the NATIONAL GEODETIC SURVEY
 DK6480.in October 2008.
 DK6480
 DK6480.Significant digits in the geoid height do not necessarily reflect accuracy.
 DK6480.GEOID18 height accuracy estimate available here.
 DK6480
 DK6480.Click photographs - Photos may exist for this station.
 DK6480
 DK6480.The dynamic height is computed by dividing the NAVD 88
 DK6480.geopotential number by the normal gravity value computed on the
 DK6480.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK6480.degrees latitude (g = 980.6199 gals.).
 DK6480
 DK6480.The modeled gravity was interpolated from observed gravity values.
 DK6480
 DK6480;                    North         East    Units  Estimated Accuracy
 DK6480;SPC MN S     -   335,870.4     854,463.1     MT  (+/- 3 meters HH1 GPS) 
 DK6480
 DK6480_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK7579396404(NAD 83)
 DK6480
 DK6480                          SUPERSEDED SURVEY CONTROL
 DK6480
 DK6480.No superseded survey control is available for this station.
 DK6480
 DK6480_MARKER: DD = SURVEY DISK
 DK6480_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DK6480_SP_SET: BRIDGE RAILING
 DK6480_STAMPING: 2748 AC 1998
 DK6480_MARK LOGO: MNDT
 DK6480_MAGNETIC: N = NO MAGNETIC MATERIAL
 DK6480_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DK6480_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DK6480+SATELLITE: SATELLITE OBSERVATIONS - March 27, 2012
 DK6480
 DK6480  HISTORY     - Date     Condition        Report By
 DK6480  HISTORY     - 19980401 MONUMENTED       MNDT
 DK6480  HISTORY     - 20011106 GOOD             MNDT
 DK6480  HISTORY     - 20051005 GOOD             MNDT
 DK6480  HISTORY     - 20120327 GOOD             MNDT
 DK6480
 DK6480                          STATION DESCRIPTION
 DK6480
 DK6480'DESCRIBED BY MN DEPT OF TRANSP 2001 (WAS)
 DK6480'THE MARK IS LOCATED ABOUT 6.6 MI (10.6 KM) SOUTHEAST OF ANOKA, 6.4 MI
 DK6480'(10.3 KM) NORTHWEST OF NEW BRIGHTON AND 4.6 MI (7.4 KM) EAST OF OSSEO
 DK6480'IN BROOKLYN PARK, IN BRIDGE RAIL AT NE CORNER SOUTHBOUND TRUNK HIGHWAY
 DK6480'252 BRIDGE NUMBER 27219 OVER WESTBOUND TRUNK HIGHWAY 610, 23.8 FT (7.3
 DK6480'M) EAST OF SOUTHBOUND TRUNK HIGHWAY 252 JUNCTION, 3.9 FT (1.2 M) SOUTH
 DK6480'OF NE END RAIL, MARK IS SET FLUSH.
 DK6480
 DK6480                          STATION RECOVERY (2005)
 DK6480
 DK6480'RECOVERY NOTE BY MN DEPT OF TRANSP 2005 (WAS)
 DK6480'RECOVERED AS DESCRIBED.
 DK6480
 DK6480                          STATION RECOVERY (2012)
 DK6480
 DK6480'RECOVERY NOTE BY MN DEPT OF TRANSP 2012 (KMS)
 DK6480'IN BROOKLYN PARK, IN BRIDGE RAILING IN NORTHEAST CORNER OF BRIDGE
 DK6480'NUMBER 27219 TRUNK HIGHWAY 252 SOUTH OVER WESTBOUND TRUNK HIGHWAY 610,
 DK6480'1.0 MI (1.6 KM) SOUTHWEST ALONG TRUNK HIGHWAY 610 WEST  FROM THE
 DK6480'JUNCTION OF TRUNK HIGHWAY 610 WEST AND EAST RIVER ROAD NORTHWEST, 0.6
 DK6480'MI (1.0 KM) SOUTHWEST ALONG TRUNK HIGHWAY 252, 23.8 FT (7.3 M) EAST OF
 DK6480'TRUNK HIGHWAY 252 SOUTH, 3.9 FT (1.2 M) SOUTH OF NORTHEAST END RAIL.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DK6466 ***********************************************************************
 DK6466  DESIGNATION -  2748 AD
 DK6466  PID         -  DK6466
 DK6466  STATE/COUNTY-  MN/HENNEPIN
 DK6466  COUNTRY     -  US
 DK6466  USGS QUAD   -  MINNEAPOLIS NORTH (2019)
 DK6466
 DK6466                         *CURRENT SURVEY CONTROL
 DK6466  ______________________________________________________________________
 DK6466* NAD 83(1986) POSITION- 45 07 08.88   (N) 093 18 28.56   (W)   HD_HELD1
 DK6466* NAVD 88 ORTHO HEIGHT -   271.790 (meters)      891.70  (feet) ADJUSTED
 DK6466  ______________________________________________________________________
 DK6466  GEOID HEIGHT    -        -27.398 (meters)                     GEOID18
 DK6466  DYNAMIC HEIGHT  -        271.786 (meters)      891.68  (feet) COMP
 DK6466  MODELED GRAVITY -    980,591.5   (mgal)                       NAVD 88
 DK6466
 DK6466  VERT ORDER      -  SECOND    CLASS I
 DK6466
 DK6466.The horizontal coordinates were determined by differentially corrected
 DK6466.hand held GPS observations or other comparable positioning techniques
 DK6466.and have an estimated accuracy of +/- 3 meters.
 DK6466
 DK6466.The orthometric height was determined by differential leveling and
 DK6466.adjusted by the NATIONAL GEODETIC SURVEY
 DK6466.in September 2013.
 DK6466
 DK6466.No vertical observational check was made to the station.
 DK6466
 DK6466.Significant digits in the geoid height do not necessarily reflect accuracy.
 DK6466.GEOID18 height accuracy estimate available here.
 DK6466
 DK6466.Click photographs - Photos may exist for this station.
 DK6466
 DK6466.The dynamic height is computed by dividing the NAVD 88
 DK6466.geopotential number by the normal gravity value computed on the
 DK6466.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK6466.degrees latitude (g = 980.6199 gals.).
 DK6466
 DK6466.The modeled gravity was interpolated from observed gravity values.
 DK6466
 DK6466;                    North         East    Units  Estimated Accuracy
 DK6466;SPC MN S     -   335,696.5     854,452.3     MT  (+/- 3 meters HH1 GPS) 
 DK6466
 DK6466_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK7578096230(NAD 83)
 DK6466
 DK6466                          SUPERSEDED SURVEY CONTROL
 DK6466
 DK6466  NAVD 88 (10/06/08)  271.798  (m)          891.72   (f) SUPERSEDED  2 1
 DK6466
 DK6466.Superseded values are not recommended for survey control.
 DK6466
 DK6466.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK6466.See file dsdata.pdf to determine how the superseded data were derived.
 DK6466
 DK6466_MARKER: DD = SURVEY DISK
 DK6466_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DK6466_SP_SET: BRIDGE RAILING
 DK6466_STAMPING: 2748 AD 1998
 DK6466_MARK LOGO: MNDT
 DK6466_MAGNETIC: N = NO MAGNETIC MATERIAL
 DK6466_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DK6466_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DK6466+SATELLITE: SATELLITE OBSERVATIONS - March 27, 2012
 DK6466
 DK6466  HISTORY     - Date     Condition        Report By
 DK6466  HISTORY     - 19980401 MONUMENTED       MNDT
 DK6466  HISTORY     - 20011106 GOOD             MNDT
 DK6466  HISTORY     - 20051005 GOOD             MNDT
 DK6466  HISTORY     - 20070725 GOOD             MNDT
 DK6466  HISTORY     - 20120327 GOOD             MNDT
 DK6466
 DK6466                          STATION DESCRIPTION
 DK6466
 DK6466'DESCRIBED BY MN DEPT OF TRANSP 2001 (WAS)
 DK6466'THE MARK IS LOCATED ABOUT 6.7 MI (10.8 KM) SOUTHEAST OF ANOKA, 6.4 MI
 DK6466'(10.3 KM) NORTHWEST OF NEW BRIGHTON AND 4.6 MI (7.4 KM) EAST OF OSSEO
 DK6466'IN BROOKLYN PARK.
 DK6466'
 DK6466'TO REACH STATION, HEAD SOUTH ON N FIRST AVENUE TOWARD E MAIN ST, GO
 DK6466'121 FT, TURN RIGHT AT E MAIN ST FOR 0.1 MI (0.2 KM) TURN RIGHT AT N
 DK6466'FERRY STREET, GO 0.4 MI (0.6 KM) TURN RIGHT TO MERGE ONTO MN-47
 DK6466'S/US-10 E 6.4 MI (10.3 KM) SLIGHT RIGHT AT MN-47 S (SIGNS FOR
 DK6466'MINNEAPOLIS/MN-47/MN-610) GO 1.2 MI (1.9 KM) TAKE THE EXIT ONTO MN-610
 DK6466'W FOR 2.2 MI (3.5 KM) TAKE THE MN-252 EXIT, GO 0.7 MILES.  MARK IS SET
 DK6466'IN SOUTHEAST CORNER SOUTHBOUND TRUNK HIGHWAY 252 BRIDGE NUMBER 27219
 DK6466'FROM WESTBOUND TRUNK HIGHWAY 610 AND SOUTHBOUND TRUNK HIGHWAY 252
 DK6466'SPLIT OVER WESTBOUND TRUNK HIGHWAY 610, 23.2 FT (7.1 M) EAST OF
 DK6466'SOUTHBOUND TH 252, MARK IS SET FLUSH.
 DK6466
 DK6466                          STATION RECOVERY (2005)
 DK6466
 DK6466'RECOVERY NOTE BY MN DEPT OF TRANSP 2005 (WAS)
 DK6466'RECOVERED AS DESCRIBED.
 DK6466
 DK6466                          STATION RECOVERY (2007)
 DK6466
 DK6466'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (BLB)
 DK6466'THE MARK IS IN BROOKLYN PARK, AT SOUTHEAST CORNER OF BRIDGE NUMBER
 DK6466'27219 FROM TRUNK HIGHWAY 610 WESTBOUND AND TRUNK HIGHWAY 252
 DK6466'SOUTHBOUND SPLIT OVER TRUNK HIGHWAY 610 WESTBOUND/ IT IS 23.2 FT (7.1
 DK6466'M) EAST OF 252 SOUTH OF TRUNK HIGHWAY 252.
 DK6466
 DK6466                          STATION RECOVERY (2012)
 DK6466
 DK6466'RECOVERY NOTE BY MN DEPT OF TRANSP 2012 (KMS)
 DK6466'IN BROOKLYN PARK, IN BRIDGE RAILING IN SOUTHEAST CORNER OF TRUNK
 DK6466'HIGHWAY 610 WESTBOUND BRIDGE NUMBER 27219 FROM TRUNK HIGHWAY 610
 DK6466'WESTBOUND AND TRUNK HIGHWAY 252 SOUTHBOUND SPLIT OVER TRUNK HIGHWAY
 DK6466'610 WESTBOUND, 23.2 FT (7.1 M) EAST OF 252 SOUTH OF TRUNK HIGHWAY 252.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DK6467 ***********************************************************************
 DK6467  DESIGNATION -  2748 AE
 DK6467  PID         -  DK6467
 DK6467  STATE/COUNTY-  MN/HENNEPIN
 DK6467  COUNTRY     -  US
 DK6467  USGS QUAD   -  MINNEAPOLIS NORTH (2019)
 DK6467
 DK6467                         *CURRENT SURVEY CONTROL
 DK6467  ______________________________________________________________________
 DK6467* NAD 83(1986) POSITION- 45 07 09.43   (N) 093 18 30.89   (W)   HD_HELD1
 DK6467* NAVD 88 ORTHO HEIGHT -   270.173 (meters)      886.39  (feet) ADJUSTED
 DK6467  ______________________________________________________________________
 DK6467  GEOID HEIGHT    -        -27.399 (meters)                     GEOID18
 DK6467  DYNAMIC HEIGHT  -        270.168 (meters)      886.38  (feet) COMP
 DK6467  MODELED GRAVITY -    980,591.2   (mgal)                       NAVD 88
 DK6467
 DK6467  VERT ORDER      -  SECOND    CLASS I
 DK6467
 DK6467.The horizontal coordinates were determined by differentially corrected
 DK6467.hand held GPS observations or other comparable positioning techniques
 DK6467.and have an estimated accuracy of +/- 3 meters.
 DK6467
 DK6467.The orthometric height was determined by differential leveling and
 DK6467.adjusted by the NATIONAL GEODETIC SURVEY
 DK6467.in September 2013.
 DK6467
 DK6467.No vertical observational check was made to the station.
 DK6467
 DK6467.Significant digits in the geoid height do not necessarily reflect accuracy.
 DK6467.GEOID18 height accuracy estimate available here.
 DK6467
 DK6467.Click photographs - Photos may exist for this station.
 DK6467
 DK6467.The dynamic height is computed by dividing the NAVD 88
 DK6467.geopotential number by the normal gravity value computed on the
 DK6467.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK6467.degrees latitude (g = 980.6199 gals.).
 DK6467
 DK6467.The modeled gravity was interpolated from observed gravity values.
 DK6467
 DK6467;                    North         East    Units  Estimated Accuracy
 DK6467;SPC MN S     -   335,713.1     854,401.3     MT  (+/- 3 meters HH1 GPS) 
 DK6467
 DK6467_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK7572996248(NAD 83)
 DK6467
 DK6467                          SUPERSEDED SURVEY CONTROL
 DK6467
 DK6467  NAVD 88 (10/06/08)  270.176  (m)          886.40   (f) SUPERSEDED  2 1
 DK6467
 DK6467.Superseded values are not recommended for survey control.
 DK6467
 DK6467.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK6467.See file dsdata.pdf to determine how the superseded data were derived.
 DK6467
 DK6467_MARKER: DD = SURVEY DISK
 DK6467_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DK6467_SP_SET: BRIDGE RAILING
 DK6467_STAMPING: 2748 AE 1998
 DK6467_MARK LOGO: MNDT
 DK6467_MAGNETIC: N = NO MAGNETIC MATERIAL
 DK6467_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DK6467_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DK6467+SATELLITE: SATELLITE OBSERVATIONS - November 12, 2015
 DK6467
 DK6467  HISTORY     - Date     Condition        Report By
 DK6467  HISTORY     - 19980401 MONUMENTED       MNDT
 DK6467  HISTORY     - 20011106 GOOD             MNDT
 DK6467  HISTORY     - 20070725 GOOD             MNDT
 DK6467  HISTORY     - 20120327 GOOD             MNDT
 DK6467  HISTORY     - 20151112 GOOD             MNDT
 DK6467
 DK6467                          STATION DESCRIPTION
 DK6467
 DK6467'DESCRIBED BY MN DEPT OF TRANSP 2001 (WAS)
 DK6467'THE MARK IS LOCATED ABOUT 6.6 MI (10.6 KM) SOUTHEAST OF ANOKA, 6.4 MI
 DK6467'(10.3 KM) NORTHWEST OF NEW BRIGHTON AND 4.6 MI (7.4 KM) EAST OF OSSEO
 DK6467'IN BROOKLYN PARK.  MARK IS SET IN BRIDGE RAILING AT SOUTHEAST CORNER
 DK6467'TRUNK HIGHWAY 610 BRIDGE NUMBER 27214 OFF RAMP, 14 FT (4.3 M) EAST OF
 DK6467'TRUNK HIGHWAY 252 SOUTH FROM TRUNK HIGHWAY 610 EAST, 2.1 FT (0.6 M)
 DK6467'NORTH OF THE SOUTHEAST CORNER OF END RAIL.
 DK6467
 DK6467                          STATION RECOVERY (2007)
 DK6467
 DK6467'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (BLB)
 DK6467'THE MARK IS IN BROOKLYN PARK, IN RAILING AT SOUTHEAST CORNER OF BRIDGE
 DK6467'27214.
 DK6467'
 DK6467'2.0 MI (43787.6 KM) EAST ALONG TRUNK HIGHWAY 610 EAST FROM THE
 DK6467'JUNCTION OF TRUNK HIGHWAY 610 EAST AND ZANE AVENUE NORTH, 0.4 MI (0.6
 DK6467'KM) EAST CONTINUE ON TRUNK HIGHWAY 252.
 DK6467'
 DK6467'IT IS 14.0 FT (4.3 M) EAST OF TRUNK HIGHWAY 252 SOUTH FROM TRUNK
 DK6467'HIGHWAY 610 EAST, 2.1 FT (0.6 M) NORTH OF THE SOUTHEAST CORNER OF END
 DK6467'RAIL.
 DK6467
 DK6467                          STATION RECOVERY (2012)
 DK6467
 DK6467'RECOVERY NOTE BY MN DEPT OF TRANSP 2012 (KMS)
 DK6467'IN BROOKLYN PARK, IN BRIDGE RAILING IN SOUTHEAST CORNER OF TRUNK
 DK6467'HIGHWAY 610 EAST BRIDGE NUMBER 27214, 2.0 MI (3.2 KM) EAST ALONG TRUNK
 DK6467'HIGHWAY 610 EAST  FROM THE JUNCTION OF TRUNK HIGHWAY 610 EAST AND ZANE
 DK6467'AVENUE NORTH, THEN 0.4 MI (0.6 KM) EAST ALONG TRUNK HIGHWAY 252, 14.0
 DK6467'FT (4.3 M) EAST OF TRUNK HIGHWAY 252 SOUTH FROM TRUNK HIGHWAY 610
 DK6467'EAST, 2.1 FT (0.6 M) NORTH OF SOUTHEAST END OF BRIDGE RAILING.
 DK6467
 DK6467                          STATION RECOVERY (2015)
 DK6467
 DK6467'RECOVERY NOTE BY MN DEPT OF TRANSP 2015 (SVS)
 DK6467'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DK6464 ***********************************************************************
 DK6464  DESIGNATION -  2748 AF
 DK6464  PID         -  DK6464
 DK6464  STATE/COUNTY-  MN/HENNEPIN
 DK6464  COUNTRY     -  US
 DK6464  USGS QUAD   -  COON RAPIDS (2019)
 DK6464
 DK6464                         *CURRENT SURVEY CONTROL
 DK6464  ______________________________________________________________________
 DK6464* NAD 83(1986) POSITION- 45 07 40.61   (N) 093 17 58.29   (W)   HD_HELD1
 DK6464* NAVD 88 ORTHO HEIGHT -   255.970 (meters)      839.79  (feet) ADJUSTED
 DK6464  ______________________________________________________________________
 DK6464  GEOID HEIGHT    -        -27.429 (meters)                     GEOID18
 DK6464  DYNAMIC HEIGHT  -        255.965 (meters)      839.78  (feet) COMP
 DK6464  MODELED GRAVITY -    980,590.5   (mgal)                       NAVD 88
 DK6464
 DK6464  VERT ORDER      -  SECOND    CLASS I
 DK6464
 DK6464.The horizontal coordinates were determined by differentially corrected
 DK6464.hand held GPS observations or other comparable positioning techniques
 DK6464.and have an estimated accuracy of +/- 3 meters.
 DK6464
 DK6464.The orthometric height was determined by differential leveling and
 DK6464.adjusted by the NATIONAL GEODETIC SURVEY
 DK6464.in September 2013.
 DK6464
 DK6464.Significant digits in the geoid height do not necessarily reflect accuracy.
 DK6464.GEOID18 height accuracy estimate available here.
 DK6464
 DK6464.Click photographs - Photos may exist for this station.
 DK6464
 DK6464.The dynamic height is computed by dividing the NAVD 88
 DK6464.geopotential number by the normal gravity value computed on the
 DK6464.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK6464.degrees latitude (g = 980.6199 gals.).
 DK6464
 DK6464.The modeled gravity was interpolated from observed gravity values.
 DK6464
 DK6464;                    North         East    Units  Estimated Accuracy
 DK6464;SPC MN S     -   336,681.6     855,105.5     MT  (+/- 3 meters HH1 GPS) 
 DK6464
 DK6464_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK7644597207(NAD 83)
 DK6464
 DK6464                          SUPERSEDED SURVEY CONTROL
 DK6464
 DK6464  NAVD 88 (10/06/08)  255.967  (m)          839.79   (f) SUPERSEDED  2 1
 DK6464
 DK6464.Superseded values are not recommended for survey control.
 DK6464
 DK6464.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK6464.See file dsdata.pdf to determine how the superseded data were derived.
 DK6464
 DK6464_MARKER: DD = SURVEY DISK
 DK6464_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DK6464_SP_SET: BRIDGE RAILING
 DK6464_STAMPING: 2748 AF 2000
 DK6464_MARK LOGO: MNDT
 DK6464_MAGNETIC: N = NO MAGNETIC MATERIAL
 DK6464_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DK6464_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DK6464+SATELLITE: SATELLITE OBSERVATIONS - May 11, 2012
 DK6464
 DK6464  HISTORY     - Date     Condition        Report By
 DK6464  HISTORY     - 20000401 MONUMENTED       MNDT
 DK6464  HISTORY     - 20011106 GOOD             MNDT
 DK6464  HISTORY     - 20110512 GOOD             MNDT
 DK6464  HISTORY     - 20120511 GOOD             MNDT
 DK6464
 DK6464                          STATION DESCRIPTION
 DK6464
 DK6464'DESCRIBED BY MN DEPT OF TRANSP 2001 (WAS)
 DK6464'THE MARK IS LOCATED ABOUT 6.5 MI (10.5 KM) SOUTHEAST OF ANOKA, 6.4 MI
 DK6464'(10.3 KM) NORTHWEST OF NEW BRIGHTON AND 5.1 MI (8.2 KM) EAST OF OSSEO
 DK6464'IN BROOKLYN PARK, SET IN SOUTHEAST CORNER OF TRUNK HIGHWAY 610 BRIDGE
 DK6464'NUMBER 27252 OVER MISSISSIPPI RIVER.
 DK6464'
 DK6464'TO REACH STATION FROM TRUNK HIGHWAY 610 MILEPOST 9.8, GO 32 FT (9.8 M)
 DK6464'EAST OF EASTBOUND TRUNK HIGHWAY 610, 20.3 FT (6.2 M) NORTHWEST OF NEW
 DK6464'CORNER OF MISSISSIPPI RIVER, 7 FT (2.1 M) WEST OF SIDEWALK, SET FLUSH.
 DK6464
 DK6464                          STATION RECOVERY (2011)
 DK6464
 DK6464'RECOVERY NOTE BY MN DEPT OF TRANSP 2011 (PJG)
 DK6464'IN BROOKLYN PARK, AT TRUNK HIGHWAY 610 MILE POINT 9.8, AT SOUTHEAST
 DK6464'CORNER OF TRUNK HIGHWAY 610 BRIDGE OVER MISSISSIPPI RIVER, 3.0 MI (4.8
 DK6464'KM) EAST ALONG TRUNK HIGHWAY 610 EAST  FROM THE JUNCTION OF TRUNK
 DK6464'HIGHWAY 610 EAST AND ZANE AVENUE, 32.0 FT (9.8 M) EAST OF EASTBOUND
 DK6464'TRUNK HIGHWAY 610, 20.3 FT (6.2 M) NORTHWEST OF THE NORTHEAST CORNER
 DK6464'OF MISSISSIPPI RIVER, 7.0 FT (2.1 M) WEST OF SIDEWALK.
 DK6464
 DK6464                          STATION RECOVERY (2012)
 DK6464
 DK6464'RECOVERY NOTE BY MN DEPT OF TRANSP 2012 (NMH)
 DK6464'THE MARK IS IN BROOKLYN PARK.
 DK6464'
 DK6464'TO REACH THE MARK AT SOUTHEAST CORNER OF TRUNK HIGHWAY 610 BRIDGE OVER
 DK6464'MISSISSIPPI RIVER, 3.0 MI (4.8 KM) EAST ALONG TRUNK HIGHWAY 610 EAST
 DK6464'FROM THE JUNCTION OF TRUNK HIGHWAY 610 EAST AND ZANE AVENUE, AT TRUNK
 DK6464'HIGHWAY 610 MILE POINT 9.8.
 DK6464'
 DK6464'LOCATED 32.0 FT (9.8 M) EAST OF EASTBOUND TRUNK HIGHWAY 610, 20.3 FT
 DK6464'(6.2 M) NORTHWEST OF THE NORTHEAST CORNER OF MISSISSIPPI RIVER, 7.0 FT
 DK6464'(2.1 M) WEST OF SIDEWALK.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DK6471 ***********************************************************************
 DK6471  DESIGNATION -  2748 AG
 DK6471  PID         -  DK6471
 DK6471  STATE/COUNTY-  MN/HENNEPIN
 DK6471  COUNTRY     -  US
 DK6471  USGS QUAD   -  MINNEAPOLIS NORTH (2019)
 DK6471
 DK6471                         *CURRENT SURVEY CONTROL
 DK6471  ______________________________________________________________________
 DK6471* NAD 83(1986) POSITION- 45 07 19.56   (N) 093 18 24.80   (W)   HD_HELD1
 DK6471* NAVD 88 ORTHO HEIGHT -   270.942 (meters)      888.92  (feet) ADJUSTED
 DK6471  ______________________________________________________________________
 DK6471  GEOID HEIGHT    -        -27.410 (meters)                     GEOID18
 DK6471  DYNAMIC HEIGHT  -        270.937 (meters)      888.90  (feet) COMP
 DK6471  MODELED GRAVITY -    980,590.8   (mgal)                       NAVD 88
 DK6471
 DK6471  VERT ORDER      -  SECOND    CLASS I
 DK6471
 DK6471.The horizontal coordinates were determined by differentially corrected
 DK6471.hand held GPS observations or other comparable positioning techniques
 DK6471.and have an estimated accuracy of +/- 3 meters.
 DK6471
 DK6471.The orthometric height was determined by differential leveling and
 DK6471.adjusted by the NATIONAL GEODETIC SURVEY
 DK6471.in October 2008.
 DK6471
 DK6471.No vertical observational check was made to the station.
 DK6471
 DK6471.Significant digits in the geoid height do not necessarily reflect accuracy.
 DK6471.GEOID18 height accuracy estimate available here.
 DK6471
 DK6471.Click photographs - Photos may exist for this station.
 DK6471
 DK6471.The dynamic height is computed by dividing the NAVD 88
 DK6471.geopotential number by the normal gravity value computed on the
 DK6471.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK6471.degrees latitude (g = 980.6199 gals.).
 DK6471
 DK6471.The modeled gravity was interpolated from observed gravity values.
 DK6471
 DK6471;                    North         East    Units  Estimated Accuracy
 DK6471;SPC MN S     -   336,026.9     854,531.7     MT  (+/- 3 meters HH1 GPS) 
 DK6471
 DK6471_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK7586396560(NAD 83)
 DK6471
 DK6471                          SUPERSEDED SURVEY CONTROL
 DK6471
 DK6471.No superseded survey control is available for this station.
 DK6471
 DK6471_MARKER: DD = SURVEY DISK
 DK6471_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DK6471_SP_SET: BRIDGE RAILING
 DK6471_STAMPING: 2748 AG 1998
 DK6471_MARK LOGO: MNDT
 DK6471_MAGNETIC: N = NO MAGNETIC MATERIAL
 DK6471_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DK6471_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DK6471+SATELLITE: SATELLITE OBSERVATIONS - March 27, 2012
 DK6471
 DK6471  HISTORY     - Date     Condition        Report By
 DK6471  HISTORY     - 19980401 MONUMENTED       MNDT
 DK6471  HISTORY     - 19981106 GOOD             MNDT
 DK6471  HISTORY     - 20051005 GOOD             MNDT
 DK6471  HISTORY     - 20120327 GOOD             MNDT
 DK6471
 DK6471                          STATION DESCRIPTION
 DK6471
 DK6471'DESCRIBED BY MN DEPT OF TRANSP 1998 (WAS)
 DK6471'THE MARK IS LOCATED ABOUT 6.5 MI (10.5 KM) SOUTHEAST OF ANOKA, 6.4 MI
 DK6471'(10.3 KM) NORTHWEST OF NEW BRIGHTON AND 4.7 MI (7.6 KM) EAST OF OSSEO
 DK6471'IN BROOKLYN PARK, AT THE JUNCTION OF TRUNK HIGHWAY 252 SOUTHBOUND,
 DK6471'MARK IS SET IN BRIDGE RAIL AT SOUTHEAST CORNER OF SOUTHBOUND TRUNK
 DK6471'HIGHWAY 252 BRIDGE NUMBER 27218 OVER WESTBOUND TRUNK HIGHWAY 610, 23
 DK6471'FT (7.0 M) EAST OF TRUNK HIGHWAY 252 SOUTH, 21.4 FT (6.5 M) NORTH OF
 DK6471'THE SOUTHEAST CORNER END OF BRIDGE, MARK IS SET FLUSH, NOT MAGNETIC.
 DK6471
 DK6471                          STATION RECOVERY (2005)
 DK6471
 DK6471'RECOVERY NOTE BY MN DEPT OF TRANSP 2005 (WAS)
 DK6471'RECOVERED AS DESCRIBED.
 DK6471
 DK6471                          STATION RECOVERY (2012)
 DK6471
 DK6471'RECOVERY NOTE BY MN DEPT OF TRANSP 2012 (KMS)
 DK6471'IN BROOKLYN PARK, IN BRIDGE RAILING IN SOUTHEAST CORNER OF TRUNK
 DK6471'HIGHWAY 252 BRIDGE NUMBER 27218 OVER TRUNK HIGHWAY 610, 2.5 MI (4.0
 DK6471'KM) EAST ALONG TRUNK HIGHWAY 610 EAST  FROM THE JUNCTION OF TRUNK
 DK6471'HIGHWAY 610 EAST AND ZANE AVENUE NORTH, 23.0 FT (7.0 M) EAST OF TRUNK
 DK6471'HIGHWAY 252 SOUTH, 21.4 FT (6.5 M) NORTHEAST BRIDGE RAILING END.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DO5447 ***********************************************************************
 DO5447  DESIGNATION -  2748 AH
 DO5447  PID         -  DO5447
 DO5447  STATE/COUNTY-  MN/HENNEPIN
 DO5447  COUNTRY     -  US
 DO5447  USGS QUAD   -  MINNEAPOLIS NORTH (2019)
 DO5447
 DO5447                         *CURRENT SURVEY CONTROL
 DO5447  ______________________________________________________________________
 DO5447* NAD 83(2011) POSITION- 45 06 19.17025(N) 093 18 03.34345(W)   ADJUSTED
 DO5447* NAD 83(2011) ELLIP HT-   233.042 (meters)        (05/13/13)   ADJUSTED
 DO5447* NAD 83(2011) EPOCH   -  2010.00
 DO5447* NAVD 88 ORTHO HEIGHT -   260.374 (meters)      854.24  (feet) ADJUSTED
 DO5447  ______________________________________________________________________
 DO5447  GEOID HEIGHT    -        -27.334 (meters)                     GEOID18
 DO5447  NAD 83(2011) X  -   -259,656.287 (meters)                     COMP
 DO5447  NAD 83(2011) Y  - -4,501,989.285 (meters)                     COMP
 DO5447  NAD 83(2011) Z  -  4,495,782.620 (meters)                     COMP
 DO5447  LAPLACE CORR    -          1.61  (seconds)                    DEFLEC18
 DO5447  DYNAMIC HEIGHT  -        260.371 (meters)      854.23  (feet) COMP
 DO5447  MODELED GRAVITY -    980,596.3   (mgal)                       NAVD 88
 DO5447
 DO5447  VERT ORDER      -  SECOND    CLASS I
 DO5447
 DO5447  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DO5447  Standards:
 DO5447         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DO5447            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DO5447  -------------------------------------------------------------------
 DO5447  NETWORK    0.44   1.43           0.20   0.15   0.73      0.25123775
 DO5447  -------------------------------------------------------------------
 DO5447  Click here for local accuracies and other accuracy information.
 DO5447
 DO5447.The horizontal coordinates were established by GPS observations
 DO5447.and adjusted by the MN DEPT OF TRANSP in May 2013.
 DO5447
 DO5447.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DO5447.been affixed to the stable North American tectonic plate. See 
 DO5447.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DO5447
 DO5447.The horizontal coordinates are valid at the epoch date displayed above
 DO5447.which is a decimal equivalence of Year/Month/Day.
 DO5447
 DO5447.The orthometric height was determined by differential leveling and
 DO5447.adjusted by the NATIONAL GEODETIC SURVEY
 DO5447.in September 2013.
 DO5447
 DO5447.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO5447.GEOID18 height accuracy estimate available here.
 DO5447
 DO5447.Click photographs - Photos may exist for this station.
 DO5447
 DO5447.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DO5447
 DO5447.The Laplace correction was computed from DEFLEC18 derived deflections.
 DO5447
 DO5447.The ellipsoidal height was determined by GPS observations
 DO5447.and is referenced to NAD 83.
 DO5447
 DO5447.The dynamic height is computed by dividing the NAVD 88
 DO5447.geopotential number by the normal gravity value computed on the
 DO5447.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO5447.degrees latitude (g = 980.6199 gals.).
 DO5447
 DO5447.The modeled gravity was interpolated from observed gravity values.
 DO5447
 DO5447. The following values were computed from the NAD 83(2011) position.
 DO5447
 DO5447;                    North         East     Units Scale Factor Converg.
 DO5447;SPC MN S     -   334,166.731   855,016.574   MT  0.99997758   +0 29 24.0
 DO5447;SPC MN S     - 1,096,345.35  2,805,166.88   sFT  0.99997758   +0 29 24.0
 DO5447;UTM  15      - 4,994,694.831   476,325.706   MT  0.99960689   -0 12 47.4
 DO5447
 DO5447!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DO5447!SPC MN S     -   0.99996346  x   0.99997758  =   0.99994104
 DO5447!UTM  15      -   0.99996346  x   0.99960689  =   0.99957037
 DO5447
 DO5447:                Primary Azimuth Mark                     Grid Az
 DO5447:SPC MN S     -  2748 K                                   141 26 04.9
 DO5447:UTM  15      -  2748 K                                   142 08 16.3
 DO5447
 DO5447_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK7632594694(NAD 83)
 DO5447
 DO5447|---------------------------------------------------------------------|
 DO5447| PID    Reference Object                     Distance      Geod. Az  |
 DO5447|                                                           dddmmss.s |
 DO5447| QO2476 2748 K                              APPROX. 1.5 KM 1415528.9 |
 DO5447|---------------------------------------------------------------------|
 DO5447
 DO5447                          SUPERSEDED SURVEY CONTROL
 DO5447
 DO5447  NAVD 88             260.38   (m)          854.3    (f) LEVELING    3  
 DO5447
 DO5447.Superseded values are not recommended for survey control.
 DO5447
 DO5447.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DO5447.See file dsdata.pdf to determine how the superseded data were derived.
 DO5447
 DO5447_MARKER: I = METAL ROD
 DO5447_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DO5447_STAMPING: 2748 AH 2012
 DO5447_MARK LOGO: MNDT
 DO5447_PROJECTION: RECESSED 8 CENTIMETERS
 DO5447_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DO5447_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DO5447_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DO5447+SATELLITE: SATELLITE OBSERVATIONS - April 06, 2020
 DO5447_ROD/PIPE-DEPTH: 19.8 meters
 DO5447
 DO5447  HISTORY     - Date     Condition        Report By
 DO5447  HISTORY     - 20120402 MONUMENTED       MNDT
 DO5447  HISTORY     - 20120530 GOOD             MNDT
 DO5447  HISTORY     - 20150325 GOOD             MNDT
 DO5447  HISTORY     - 20200406 GOOD             MNDT
 DO5447
 DO5447                          STATION DESCRIPTION
 DO5447
 DO5447'DESCRIBED BY MN DEPT OF TRANSP 2012 (JBG)
 DO5447'THE ROD MARK IS LOCATED ABOUT 7.6 MI (12.2 KM) SOUTH-SOUTHEAST OF
 DO5447'ANOKA, 5.6 MI (9.0 KM) WEST-NORTHWEST OF NEW BRIGHTON AND 5.0 MI (8.0
 DO5447'KM) EAST OF OSSEO.
 DO5447'
 DO5447'IN BROOKLYN PARK, 2.8 MI (4.5 KM) NORTH ALONG TRUNK HIGHWAY 252 FROM
 DO5447'THE JUNCTION OF TRUNK HIGHWAY 252 AND INTERSTATE HIGHWAY 694 IN
 DO5447'BROOKLYN CENTER, AT TRUNK HIGHWAY 252 MILE POINT 3.0.
 DO5447'
 DO5447'THE ROD MARK AND WITH A GEODETIC CONTROL DISK ARE FOUND 46.3 FT (14.1
 DO5447'M) EAST OF NORTHBOUND TRUNK HIGHWAY 252, 8.0 FT (2.4 M) EAST OF
 DO5447'MILEPOST NUMBER 3, 5.8 FT (1.8 M) WEST OF A RIGHT-OF-WAY FENCE AND 1.5
 DO5447'FT (0.5 M) WEST OF A WITNESS POST.
 DO5447
 DO5447                          STATION RECOVERY (2012)
 DO5447
 DO5447'RECOVERY NOTE BY MN DEPT OF TRANSP 2012 (JXD)
 DO5447'IN BROOKLYN PARK, 2.8 MILES NORTH ALONG TRUNK HIGHWAY 252 FROM
 DO5447'JUNCTION OF TRUNK HIGHWAY 252 AND TRUNK HIGHWAY 694 IN BROOKLYN
 DO5447'CENTER, AT TRUNK HIGHWAY 252 MILEPOINT 3.0, 46.3 FEET EAST OF
 DO5447'NORTHBOUND TRUNK HIGHWAY 252, 8.0 FEET EAST OF MILEPOST 3, 5.8 FEET
 DO5447'WEST OF FENCE, 1.5 FEET WEST OF WITNESS POST.
 DO5447
 DO5447                          STATION RECOVERY (2015)
 DO5447
 DO5447'RECOVERY NOTE BY MN DEPT OF TRANSP 2015 (KMS)
 DO5447'RECOVERED AS DESCRIBED.
 DO5447'
 DO5447'NOTE - THE STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM
 DO5447'ROD DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION REMOVABLE
 DO5447'DISK SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH
 DO5447'PVC PIPE BACK FILLED WITH WASHED SAND.
 DO5447
 DO5447                          STATION RECOVERY (2020)
 DO5447
 DO5447'RECOVERY NOTE BY MN DEPT OF TRANSP 2020 (SEL)
 DO5447'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 QO0616 ***********************************************************************
 QO0616  DESIGNATION -  2748 C
 QO0616  PID         -  QO0616
 QO0616  STATE/COUNTY-  MN/HENNEPIN
 QO0616  COUNTRY     -  US
 QO0616  USGS QUAD   -  MINNEAPOLIS NORTH (2019)
 QO0616
 QO0616                         *CURRENT SURVEY CONTROL
 QO0616  ______________________________________________________________________
 QO0616* NAD 83(1986) POSITION- 45 06 30.62   (N) 093 17 25.64   (W)   HD_HELD1
 QO0616* NAVD 88 ORTHO HEIGHT -   259.529 (meters)      851.47  (feet) ADJUSTED
 QO0616  ______________________________________________________________________
 QO0616  GEOID HEIGHT    -        -27.340 (meters)                     GEOID18
 QO0616  DYNAMIC HEIGHT  -        259.526 (meters)      851.46  (feet) COMP
 QO0616  MODELED GRAVITY -    980,597.9   (mgal)                       NAVD 88
 QO0616
 QO0616  VERT ORDER      -  SECOND    CLASS I
 QO0616
 QO0616.The horizontal coordinates were determined by differentially corrected
 QO0616.hand held GPS observations or other comparable positioning techniques
 QO0616.and have an estimated accuracy of +/- 3 meters.
 QO0616
 QO0616.The orthometric height was determined by differential leveling and
 QO0616.adjusted by the NATIONAL GEODETIC SURVEY
 QO0616.in September 2013.
 QO0616
 QO0616.No vertical observational check was made to the station.
 QO0616
 QO0616.Significant digits in the geoid height do not necessarily reflect accuracy.
 QO0616.GEOID18 height accuracy estimate available here.
 QO0616
 QO0616.Click photographs - Photos may exist for this station.
 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     -   334,527.3     855,837.7     MT  (+/- 3 meters HH1 GPS) 
 QO0616
 QO0616_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK7715095045(NAD 83)
 QO0616
 QO0616                          SUPERSEDED SURVEY CONTROL
 QO0616
 QO0616  NAVD 88 (06/15/91)  259.528  (m)          851.47   (f) SUPERSEDED  2 0
 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
 QO0616.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QO0616.See file dsdata.pdf to determine how the superseded data were derived.
 QO0616
 QO0616_MARKER: DB = BENCH MARK DISK
 QO0616_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 QO0616_STAMPING: 2748 C 1969
 QO0616_MARK LOGO: MNHD
 QO0616_PROJECTION: RECESSED 5 CENTIMETERS
 QO0616_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QO0616_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 QO0616+SATELLITE: SATELLITE OBSERVATIONS - March 15, 2012
 QO0616
 QO0616  HISTORY     - Date     Condition        Report By
 QO0616  HISTORY     - 19690401 MONUMENTED       MNHD
 QO0616  HISTORY     - 1980     GOOD             MNDT
 QO0616  HISTORY     - 19871005 GOOD             MNDT
 QO0616  HISTORY     - 19920618 GOOD             MNDT
 QO0616  HISTORY     - 20070725 MARK NOT FOUND   MNDT
 QO0616  HISTORY     - 20110512 MARK NOT FOUND   MNDT
 QO0616  HISTORY     - 20120315 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.
 QO0616
 QO0616                          STATION RECOVERY (2007)
 QO0616
 QO0616'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (BLB)
 QO0616'THE MARK WAS NOT RECOVERED.
 QO0616
 QO0616                          STATION RECOVERY (2011)
 QO0616
 QO0616'RECOVERY NOTE BY MN DEPT OF TRANSP 2011 (PJG)
 QO0616'IN BROOKLYN CENTER, SOUTHWEST OF THE JUNCTION OF COUNTY ROAD 109 AND
 QO0616'WEST RIVER ROAD (OLD TRUNK HIGHWAY 169), 47 FT (14.3 M) WEST-SOUTHWEST
 QO0616'OF WEST RIVER ROAD, 56 FT (17.1 M) EAST OF MAPLE TREE, 16 FT (4.9 M)
 QO0616'NORTH OF OAK TREE, 12.7 FT (3.9 M) SOUTHWEST OF FIRE HYDRANT.
 QO0616
 QO0616                          STATION RECOVERY (2012)
 QO0616
 QO0616'RECOVERY NOTE BY MN DEPT OF TRANSP 2012 (KMS)
 QO0616'THE BENCH MARK IS LOCATED ABOUT 7.3 MI (11.7 KM) WEST-SOUTHWEST OF
 QO0616'CIRCLE PINES, 5.5 MI (8.8 KM) EAST OF OSSEO AND 5.3 MI (8.5 KM)
 QO0616'NORTHWEST OF NEW BRIGHTON.
 QO0616'
 QO0616'IN BROOKLYN CENTER, GO 0.5 MI (0.8 KM) EAST ALONG 85TH AVENUE FROM THE
 QO0616'JUNCTION OF 85TH AVENUE AND TRUNK HIGHWAY 252 IN BROOKLYN PARK.
 QO0616'
 QO0616'THE BENCH MARK IS FOUND 54.4 FT (16.6 M) SOUTHEAST OF 58TH AVENUE,
 QO0616'60.0 FT (18.3 M) SOUTHWEST OF WEST RIVER ROAD, 16.2 FT (4.9 M) NORTH
 QO0616'OF THE NORTHEAST CORNER GARAGE NUMBER 8445, 16.0 FT (4.9 M) NORTH OF
 QO0616'AN OAK TREE AND 12.7 FT (3.9 M) SOUTHWEST OF A FIRE HYDRANT.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 QO0617 ***********************************************************************
 QO0617  DESIGNATION -  2748 D
 QO0617  PID         -  QO0617
 QO0617  STATE/COUNTY-  MN/HENNEPIN
 QO0617  COUNTRY     -  US
 QO0617  USGS QUAD   -  MINNEAPOLIS NORTH (2019)
 QO0617
 QO0617                         *CURRENT SURVEY CONTROL
 QO0617  ______________________________________________________________________
 QO0617* NAD 83(1986) POSITION- 45 07 23.30   (N) 093 17 57.74   (W)   HD_HELD1
 QO0617* NAVD 88 ORTHO HEIGHT -   256.507 (meters)      841.56  (feet) ADJUSTED
 QO0617  ______________________________________________________________________
 QO0617  GEOID HEIGHT    -        -27.407 (meters)                     GEOID18
 QO0617  DYNAMIC HEIGHT  -        256.503 (meters)      841.54  (feet) COMP
 QO0617  MODELED GRAVITY -    980,592.4   (mgal)                       NAVD 88
 QO0617
 QO0617  VERT ORDER      -  SECOND    CLASS I
 QO0617
 QO0617.The horizontal coordinates were determined by differentially corrected
 QO0617.hand held GPS observations or other comparable positioning techniques
 QO0617.and have an estimated accuracy of +/- 3 meters.
 QO0617
 QO0617.The orthometric height was determined by differential leveling and
 QO0617.adjusted by the NATIONAL GEODETIC SURVEY
 QO0617.in October 1999.
 QO0617
 QO0617.Significant digits in the geoid height do not necessarily reflect accuracy.
 QO0617.GEOID18 height accuracy estimate available here.
 QO0617
 QO0617.Click photographs - Photos may exist for this station.
 QO0617
 QO0617.The dynamic height is computed by dividing the NAVD 88
 QO0617.geopotential number by the normal gravity value computed on the
 QO0617.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QO0617.degrees latitude (g = 980.6199 gals.).
 QO0617
 QO0617.The modeled gravity was interpolated from observed gravity values.
 QO0617
 QO0617;                    North         East    Units  Estimated Accuracy
 QO0617;SPC MN S     -   336,147.4     855,122.1     MT  (+/- 3 meters HH1 GPS) 
 QO0617
 QO0617_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK7645596673(NAD 83)
 QO0617
 QO0617                          SUPERSEDED SURVEY CONTROL
 QO0617
 QO0617  NAVD 88 (06/15/91)  256.504  (m)          841.55   (f) SUPERSEDED  2 0
 QO0617  NGVD 29 (??/??/92)  256.434  (m)          841.32   (f) ADJ UNCH    2 0
 QO0617
 QO0617.Superseded values are not recommended for survey control.
 QO0617
 QO0617.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QO0617.See file dsdata.pdf to determine how the superseded data were derived.
 QO0617
 QO0617_MARKER: DB = BENCH MARK DISK
 QO0617_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 QO0617_STAMPING: 2748 D 1969
 QO0617_MARK LOGO: MNHD
 QO0617_PROJECTION: RECESSED 8 CENTIMETERS
 QO0617_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 QO0617_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QO0617_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 QO0617+SATELLITE: SATELLITE OBSERVATIONS - May 11, 2012
 QO0617
 QO0617  HISTORY     - Date     Condition        Report By
 QO0617  HISTORY     - 19690401 MONUMENTED       MNHD
 QO0617  HISTORY     - 1980     GOOD             MNDT
 QO0617  HISTORY     - 19871011 GOOD             MNDT
 QO0617  HISTORY     - 19871012 GOOD             MNDT
 QO0617  HISTORY     - 19920618 GOOD             MNDT
 QO0617  HISTORY     - 20070725 GOOD             MNDT
 QO0617  HISTORY     - 20110512 GOOD             MNDT
 QO0617  HISTORY     - 20120511 GOOD             MNDT
 QO0617
 QO0617                          STATION DESCRIPTION
 QO0617
 QO0617'DESCRIBED BY MN HIGHWAY DEPT 1969
 QO0617'IN BROOKLYN PARK.
 QO0617'AT THE SOUTHWEST CORNER OF SEC. 12 AT THE NORTHWEST CORNER OF THE
 QO0617'INTERSECTION OF CO. RD. 30 AND T.H. 169 IN THE FRONT OF THE RIVERVIEW
 QO0617'ELEMENTARY SCHOOL 8 FT. SOUTH OF THE FLAG POLE 40 FT. NORTH OF THE
 QO0617'CENTERLINE OF CO. RD. 30 33 FT. NORTHWEST OF N.W. COR. OF CONC. HDWL.
 QO0617'FOR STORM PIPE OUTL. 86 FT. SOUTHWEST OF THE SOUTHEAST CORNER OF THE
 QO0617'SCHOOL 54 FT. SOUTH OF THE CURB IN FRONT OF SCHOOL 38 FT. NORTHWEST OF
 QO0617'A POWERPOLE WITH UNDERGROUND POWER LEADING TO SCHOOL SECTION 12, T 119
 QO0617'N, R 21 W.
 QO0617
 QO0617                          STATION RECOVERY (1980)
 QO0617
 QO0617'RECOVERY NOTE BY MN DEPT OF TRANSP 1980
 QO0617'TRUNK HIGHWAY 169 IS NOW TRUNK HIGHWAY 252. IT IS AT (OLD TRUNK
 QO0617'HIGHWAY 169) MILEPOINT 140.05.
 QO0617
 QO0617                          STATION RECOVERY (1987)
 QO0617
 QO0617'RECOVERY NOTE BY MN DEPT OF TRANSP 1987
 QO0617'THE MARK IS LOCATED IN THE TOWN OF BROOKLYN PARK, 4.1 MI (6.6 KM)
 QO0617'NORTH ALONG TRUNK HIGHWAY 252 FROM ITS JUNCTION WITH INTERSTATE
 QO0617'HIGHWAY 694 TO 93RD AVENUE NORTH, THENCE EAST ON 93RD AVENUE NORTH
 QO0617'FOR 0.25 MI (0.40 KM) TO THE MARK, IN THE SW 1/4 OF SECTION 12,
 QO0617'T119N, R21W.  THE MARK IS IN FRONT OF RIVERVIEW ELEMENTARY SCHOOL, 40
 QO0617'FT (12.2 M) NORTH OF 93RD AVENUE NORTH, 8 FT (2.4 M) SOUTH OF A
 QO0617'FLAGPOLE, 86 FT (26.2 M) SOUTHWEST OF THE SOUTHEAST CORNER OF THE
 QO0617'SCHOOL, AND 1 FT (0.3 M) SOUTH OF A STEEL WITNESS POST.  THE MARK, A
 QO0617'STANDARD MNHD BENCH MARK DISK STAMPED---2748 D 1969---, IS SET IN THE
 QO0617'TOP OF A PRECAST CONCRETE MONUMENT THAT IS BURIED 3 INCHES BELOW THE
 QO0617'GROUND.  STEEL IN THE CONCRETE MONUMENT MAKES THE MARK MAGNETIC.
 QO0617
 QO0617                          STATION RECOVERY (1987)
 QO0617
 QO0617'RECOVERY NOTE BY MN DEPT OF TRANSP 1987
 QO0617'THE MARK IS LOCATED IN THE CITY OF BROOKLYN PARK, 0.35 MI (0.56 KM)
 QO0617'SOUTH ALONG TRUNK HIGHWAY 610 FROM ITS CROSSING OVER WEST RIVER ROAD
 QO0617'(SOUTH OF THE HIGHWAY 610 BRIDGE OVER THE MISSISSIPPI RIVER) TO ITS
 QO0617'JUNCTION WITH 93RD AVENUE NORTH (AND TRUNK HIGHWAY 252), THENCE 0.25
 QO0617'MI (0.40 KM) EAST ALONG 93RD AVENUE, AND IN THE NE 1/4 OF SECTION 11,
 QO0617'T119N, R21W.  IT IS LOCATED IN FRONT OF THE RIVERVIEW ELEMENTARY
 QO0617'SCHOOL, 40 FT (12.2 M) NORTH OF 93RD AVENUE, 86 FT (26.2 M)
 QO0617'SOUTHWEST OF THE SOUTHWEST CORNER OF THE SCHOOL, 8 FT (2.4 M) SOUTH
 QO0617'OF A FLAGPOLE, AND 1 FT (0.3 M) SOUTH OF A STEEL WITNESS POST.  THE
 QO0617'MARK, A STANDARD MNHD BENCH MARK DISK STAMPED---2748 D 1969---, IS
 QO0617'SET IN THE TOP OF A CONCRETE POST (MAGNETIC) AND IS 3 INCHES BELOW
 QO0617'THE SURFACE OF THE GROUND.
 QO0617
 QO0617                          STATION RECOVERY (1992)
 QO0617
 QO0617'RECOVERY NOTE BY MN DEPT OF TRANSP 1992 (HTS)
 QO0617'THE MARK WAS RECOVERED IN GOOD CONDITION.  A NEW DESCRIPION FOLLOWS.
 QO0617'THE MARK IS LOCATED IN BROOKLYN PARK IN THE SW 1/4 OF SECTION 12,
 QO0617'T119N, R21W, AT THE RIVERVIEW ELEMENTARY SCHOOL.  THE MARK, A DISK SET
 QO0617'IN A CONC MON, IS NW OF THE JCT OF CO RD 30 (93RD AVE NORTH) AND WEST
 QO0617'RIVER RD, 40 FT (12.2 M) NORTH OF CO RD 30, 86 FT (26.2 M) SW OF THE
 QO0617'SW COR OF THE SCHOOL, 33 FT (10.1 M) NW OF THE NW COR OF A CONC
 QO0617'HEADWALL OF A STORM PIPE OUTLET, 54 FT (16.5 M) SOUTH OF A CURB, 38 FT
 QO0617'(11.6 M) NW OF A P-POLE, AND 1.0 FT (0.3 M) SOUTH OF A WIT POST.
 QO0617
 QO0617                          STATION RECOVERY (2007)
 QO0617
 QO0617'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (JJB)
 QO0617'THE MARK IS LOCATED ABOUT 6.7 MI (10.8 KM) SOUTHEAST OF ANOKA, 6.2 MI
 QO0617'(10.0 KM) NORTHWEST OF NEW BRIGHTON AND 5.1 MI (8.2 KM) EAST OF OSSEO.
 QO0617'TO REACH TO THE MARK IN BROOKLYN PARK, NORTHWEST OF THE JUNCTION OF
 QO0617'COUNTY ROAD 30 AND WEST RIVER ROAD (OLD TRUNK HIGHWAY 169), AT
 QO0617'RIVERVIEW ELEMENTARY SCHOOL, GO 40 FT (12.2 M) NORTH OF COUNTY ROAD
 QO0617'30, AND THEN GO 86 FT (26.2 M) SOUTHWEST OF THE SOUTHWEST CORNER OF
 QO0617'SCHOOL, 33 FT (10.1 M) NORTHWEST OF THE NORTHWEST CORNER OF CONCRETE
 QO0617'HEADWALL OF STORM PIPE OUTLET, 54 FT (16.5 M) SOUTH OF CURB IN FRONT
 QO0617'OF SCHOOL, 38 FT (11.6 M) NORTHWEST OF POWER POLE WITH UNDERGROUND
 QO0617'POWER TO SCHOOL, 1.0 FT (0.3 M) SOUTH OF A WITNESS POST.
 QO0617
 QO0617                          STATION RECOVERY (2011)
 QO0617
 QO0617'RECOVERY NOTE BY MN DEPT OF TRANSP 2011 (PJG)
 QO0617'IN BROOKLYN PARK, NORTHWEST OF THE JUNCTION OF COUNTY ROAD 30 AND WEST
 QO0617'RIVER ROAD (OLD TRUNK HIGHWAY 169), AT RIVERVIEW ELEMENTARY SCHOOL, 40
 QO0617'FT (12.2 M) NORTH OF COUNTY ROAD 30 86 FT (26.2 M) SOUTHWEST OF THE
 QO0617'SOUTHWEST CORNER OF SCHOOL, 54 FT (16.5 M) SOUTH OF CURB IN FRONT OF
 QO0617'SCHOOL, 38 FT (11.6 M) NORTHWEST OF POWER POLE WITH UNDERGROUND POWER
 QO0617'TO SCHOOL, 33 FT (10.1 M) NORTHWEST OF THE NORTHWEST CORNER OF
 QO0617'CONCRETE HEADWALL OF STORM PIPE OUTLET, 1.0 FT (0.3 M) SOUTH OF A
 QO0617'WITNESS POST.
 QO0617
 QO0617                          STATION RECOVERY (2012)
 QO0617
 QO0617'RECOVERY NOTE BY MN DEPT OF TRANSP 2012 (NMH)
 QO0617'THE MARK IS IN BROOKLYN PARK.
 QO0617'
 QO0617'TO REACH THE MARK ON NORTHWEST OF THE JUNCTION OF COUNTY ROAD 30 AND
 QO0617'WEST RIVER ROAD (OLD TRUNK HIGHWAY 169), AT RIVERVIEW ELEMENTARY
 QO0617'SCHOOL.
 QO0617'
 QO0617'LOCATED 40.0 FT (12.2 M) NORTH OF COUNTY ROAD 30 86.0 FT (26.2 M)
 QO0617'SOUTHWEST OF THE SOUTHWEST CORNER OF SCHOOL, 54.0 FT (16.5 M) SOUTH OF
 QO0617'CURB IN FRONT OF SCHOOL, 38.0 FT (11.6 M) NORTHWEST OF POWER POLE WITH
 QO0617'UNDERGROUND POWER TO SCHOOL, 33.0 FT (10.1 M) NORTHWEST OF THE
 QO0617'NORTHWEST CORNER OF CONCRETE HEADWALL OF STORM PIPE OUTLET, 1.0 FT
 QO0617'(0.3 M) SOUTH OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 QO0618 ***********************************************************************
 QO0618  DESIGNATION -  2748 E
 QO0618  PID         -  QO0618
 QO0618  STATE/COUNTY-  MN/HENNEPIN
 QO0618  COUNTRY     -  US
 QO0618  USGS QUAD   -  COON RAPIDS (2019)
 QO0618
 QO0618                         *CURRENT SURVEY CONTROL
 QO0618  ______________________________________________________________________
 QO0618* NAD 83(1986) POSITION- 45 07 49.     (N) 093 18 27.     (W)   SCALED
 QO0618* NAVD 88 ORTHO HEIGHT -   261.675 (meters)      858.51  (feet) ADJUSTED
 QO0618  ______________________________________________________________________
 QO0618  GEOID HEIGHT    -        -27.449 (meters)                     GEOID18
 QO0618  DYNAMIC HEIGHT  -        261.670 (meters)      858.50  (feet) COMP
 QO0618  MODELED GRAVITY -    980,587.5   (mgal)                       NAVD 88
 QO0618
 QO0618  VERT ORDER      -  SECOND    CLASS I
 QO0618
 QO0618.The horizontal coordinates were scaled from a map and have
 QO0618.an estimated accuracy of +/- 6 seconds.
 QO0618
 QO0618.The orthometric height was determined by differential leveling and
 QO0618.adjusted by the NATIONAL GEODETIC SURVEY
 QO0618.in June 1991.
 QO0618
 QO0618.Significant digits in the geoid height do not necessarily reflect accuracy.
 QO0618.GEOID18 height accuracy estimate available here.
 QO0618
 QO0618.Click photographs - Photos may exist for this station.
 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.      854,480.      MT  (+/- 180 meters Scaled)
 QO0618
 QO0618_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK758974(NAD 83)
 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
 QO0618.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QO0618.See file dsdata.pdf to determine how the superseded data were derived.
 QO0618
 QO0618_MARKER: DB = BENCH MARK DISK
 QO0618_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 QO0618_STAMPING: 2748 E 1969
 QO0618_MARK LOGO: MNHD
 QO0618_PROJECTION: FLUSH
 QO0618_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 QO0618_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QO0618_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QO0618+SATELLITE: SATELLITE OBSERVATIONS - July 25, 2007
 QO0618
 QO0618  HISTORY     - Date     Condition        Report By
 QO0618  HISTORY     - 1969     MONUMENTED       MNHD
 QO0618  HISTORY     - 1980     GOOD             MNDT
 QO0618  HISTORY     - 19871011 GOOD             MNDT
 QO0618  HISTORY     - 19871012 GOOD             MNDT
 QO0618  HISTORY     - 19920618 GOOD             MNDT
 QO0618  HISTORY     - 20011106 GOOD             MNDT
 QO0618  HISTORY     - 20070725 MARK NOT FOUND   MNDT
 QO0618  HISTORY     - 20120315 MARK NOT FOUND   MNDT
 QO0618
 QO0618                          STATION DESCRIPTION
 QO0618
 QO0618'DESCRIBED BY MN HIGHWAY DEPT 1969
 QO0618'IN BROOKLYN PARK.
 QO0618'0.1 MILE EAST OF THE CENTER OF SEC. 11 IN THE NORTHWEST CORNER OF THE
 QO0618'INTERSECTION OF 97TH AVE N. AND T.H. 169 51 FT. WEST OF T.H. 169 34
 QO0618'FT. NORTH OF 97TH AVE N. 89 FT. NORTHEAST OF POWERPOLE 15 FT. SOUTH OF
 QO0618'A 10 IN. OAK 8 FT. NORTH OF A 12 IN. OAK (LEANING AT A 70 DEGREE ANGLE
 QO0618'TO THE EAST) SECTION 11, T 119 N, R 21 W.
 QO0618
 QO0618                          STATION RECOVERY (1980)
 QO0618
 QO0618'RECOVERY NOTE BY MN DEPT OF TRANSP 1980
 QO0618'RECOVERED IN GOOD CONDITION.
 QO0618
 QO0618                          STATION RECOVERY (1987)
 QO0618
 QO0618'RECOVERY NOTE BY MN DEPT OF TRANSP 1987
 QO0618'THE MARK IS LOCATED IN THE TOWN OF BROOKLYN PARK, 4.1 MI (6.6 KM)
 QO0618'NORTH ALONG TRUNK HIGHWAY 252 FROM ITS JUNCTION WITH INTERSTATE
 QO0618'HIGHWAY 694 TO 93RD AVENUE NORTH, THENCE EAST ON 93RD AVENUE NORTH
 QO0618'FOR 0.3 MI (0.5 KM) TO WEST RIVER ROAD, THENCE NORTHWEST ON WEST
 QO0618'RIVER ROAD FOR 0.75 MI (1.21 KM) TO 97TH AVENUE NORTH AND THE MARK,
 QO0618'IN THE EAST HALF OF SECTION 11, T119N, R21W.  THE MARK IS IN THE
 QO0618'NORTHWEST CORNER OF THE INTERSECTION OF 97TH AVENUE NORTH AND WEST
 QO0618'RIVER ROAD, 51 FT (15.5 M) WEST OF WEST RIVER ROAD, 89 FT (27.1 M)
 QO0618'NORTH OF 97TH AVENUE NORTH, 15 FT (4.6 M) SOUTH OF A 12 INCH OAK
 QO0618'TREE, 8 FT (2.4 M) NORTH OF A 12 INCH OAK TREE (LEANING TO THE EAST)
 QO0618', AND 1 FT (0.3 M) EAST OF A STEEL WITNESS POST.  THE MARK, A
 QO0618'STANDARD MNHD BENCH MARK DISK STAMPED---2748 E 1969---, IS SET IN THE
 QO0618'TOP OF A PRECAST CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND.
 QO0618'STEEL ROD IN THE MONUMENT MAKES THE MARK MAGNETIC.
 QO0618
 QO0618                          STATION RECOVERY (1987)
 QO0618
 QO0618'RECOVERY NOTE BY MN DEPT OF TRANSP 1987
 QO0618'THE MARK IS LOCATED IN THE CITY OF BROOKLYN PARK, 0.35 MI (0.56 KM)
 QO0618'SOUTH ALONG TRUNK HIGHWAY 610 FROM ITS CROSSING OVER WEST RIVER ROAD
 QO0618'(SOUTH OF THE HIGHWAY 610 BRIDGE OVER THE MISSISSIPPI RIVER) TO ITS
 QO0618'JUNCTION WITH 93RD AVENUE NORTH (AND TRUNK HIGHWAY 252), THENCE 0.3
 QO0618'MI (0.5 KM) EAST ALONG 93RD AVENUE TO WEST RIVER ROAD, THENCE 0.75 MI
 QO0618'(1.21 KM) NORTH ALONG WEST RIVER ROAD TO ITS JUNCTION WITH 97TH
 QO0618'AVENUE NORTH, IN THE NORTHWEST QUADRANT OF THE INTERSECTION, AND IN
 QO0618'THE NE 1/4 OF SECTION 11, T119N, R21W.  THE MARK IS 51 FT (15.5 M)
 QO0618'WEST OF WEST RIVER ROAD, 89 FT (27.1 M) NORTH OF 97TH AVENUE, 15 FT
 QO0618'(4.6 M) SOUTH OF A 12 INCH OAK TREE, 8 FT (2.4 M) NORTH OF A 12
 QO0618'INCH OAK TREE (LEANING TO THE EAST), AND 1 FT (0.3 M) EAST OF A
 QO0618'STEEL WITNESS POST.  THE MARK, A STANDARD MNHD BENCH MARK DISK
 QO0618'STAMPED---2748 E 1969---, IS SET IN THE TOP OF A CONCRETE POST
 QO0618'(MAGNETIC) AND IS FLUSH WITH THE GROUND.
 QO0618
 QO0618                          STATION RECOVERY (1992)
 QO0618
 QO0618'RECOVERY NOTE BY MN DEPT OF TRANSP 1992 (HTS)
 QO0618'THE MARK WAS RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.
 QO0618'THE MARK IS LOCATED IN BROOKLYN PARK IN THE EAST HALF OF SECTION 11,
 QO0618'T119N, R21W, NW OF THE JCT OF 97TH AVE NORTH AND WEST RIVER RD.  THE
 QO0618'MARK, A DISK SET IN A CONC MON, IS 41.0 FT (12.5 M) NORTH OF 97TH AVE
 QO0618'NORTH, 90.5 FT (27.6 M) EAST OF NEWTON AVE NORTH EXTENDED, 106.0 FT
 QO0618'(32.3 M) NE OF A LIGHT POLE, AND 1.0 FT (0.3 M) ENE OF A WIT POST.
 QO0618
 QO0618                          STATION RECOVERY (2001)
 QO0618
 QO0618'RECOVERY NOTE BY MN DEPT OF TRANSP 2001 (WAS)
 QO0618'RECOVERED AS DESCRIBED.
 QO0618
 QO0618                          STATION RECOVERY (2007)
 QO0618
 QO0618'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (JJB)
 QO0618'THE MARK WAS NOT RECOVERED.
 QO0618
 QO0618                          STATION RECOVERY (2012)
 QO0618
 QO0618'RECOVERY NOTE BY MN DEPT OF TRANSP 2012 (KMS)
 QO0618'AFTER A THOROUGH FIELD SEARCH MARK WAS NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 QO0620 ***********************************************************************
 QO0620  DESIGNATION -  2748 F
 QO0620  PID         -  QO0620
 QO0620  STATE/COUNTY-  MN/HENNEPIN
 QO0620  COUNTRY     -  US
 QO0620  USGS QUAD   -  COON RAPIDS (2019)
 QO0620
 QO0620                         *CURRENT SURVEY CONTROL
 QO0620  ______________________________________________________________________
 QO0620* NAD 83(1986) POSITION- 45 09 12.     (N) 093 20 25.     (W)   SCALED
 QO0620* NAVD 88 ORTHO HEIGHT -   261.972 (meters)      859.49  (feet) ADJUSTED
 QO0620  ______________________________________________________________________
 QO0620  GEOID HEIGHT    -        -27.622 (meters)                     GEOID18
 QO0620  DYNAMIC HEIGHT  -        261.962 (meters)      859.45  (feet) COMP
 QO0620  MODELED GRAVITY -    980,569.4   (mgal)                       NAVD 88
 QO0620
 QO0620  VERT ORDER      -  SECOND    CLASS 0
 QO0620
 QO0620.The horizontal coordinates were scaled from a map and have
 QO0620.an estimated accuracy of +/- 6 seconds.
 QO0620
 QO0620.The orthometric height was determined by differential leveling and
 QO0620.adjusted by the NATIONAL GEODETIC SURVEY
 QO0620.in June 1991.
 QO0620
 QO0620.Significant digits in the geoid height do not necessarily reflect accuracy.
 QO0620.GEOID18 height accuracy estimate available here.
 QO0620
 QO0620.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL732000(NAD 83)
 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
 QO0620.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QO0620.See file dsdata.pdf to determine how the superseded data were derived.
 QO0620
 QO0620_MARKER: DB = BENCH MARK DISK
 QO0620_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 QO0620_STAMPING: 2748 F 1969
 QO0620_MARK LOGO: MNHD
 QO0620_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QO0620
 QO0620  HISTORY     - Date     Condition        Report By
 QO0620  HISTORY     - 1969     MONUMENTED       MNDT
 QO0620  HISTORY     - 1980     GOOD             USGS
 QO0620  HISTORY     - 20031122 MARK NOT FOUND   USPSQD
 QO0620  HISTORY     - 20070723 MARK NOT FOUND   MNDT
 QO0620
 QO0620                          STATION DESCRIPTION
 QO0620
 QO0620'DESCRIBED BY MN DEPT OF TRANSP 1969
 QO0620'IN CHAMPLIN.
 QO0620'AT THE SOUTHEAST CORNER OF SECTION 33 IN THE NORTHWEST CORNER OF T.H.
 QO0620'169 AND NOBLE AVE N IN THE YARD BELONGING TO THE CHAMPLIN TOWN HALL 35
 QO0620'FT. N.E. OF THE CENTERLINE OF T.H. 169 4 FT. N.E. OF FENCE LINE 19 FT.
 QO0620'WEST OF 24 IN. OAK 52 FT. S.E. OF S.E. COR OF CHAMPLIN TOWN HALL 78
 QO0620'FT. N.W. OF TELEPHONE POWER POLE 46 FT. EAST OF TELEPHONE POWER POLE
 QO0620'53 FT. N.W. OF FENCE CORNER SECTION 33, T 120 N, R 21 W.
 QO0620
 QO0620                          STATION RECOVERY (1980)
 QO0620
 QO0620'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1980
 QO0620'RECOVERED IN GOOD CONDITION.
 QO0620
 QO0620                          STATION RECOVERY (2003)
 QO0620
 QO0620'RECOVERY NOTE BY US POWER SQUADRON 2003 (ART)
 QO0620'BUILDING IS NOW  SCHOOL MAINTAINED BY HISTORICAL SOCIETY, BUT STATED
 QO0620'TO BE IN SAME LOCATION AS CITY HALL, OAK TREE AND FENCE LINE APPEAR TO
 QO0620'BE AS DESCRIBE, TOOK RELEVANT DISTANCE MEASUREMENTS BUT UNABLE TO
 QO0620'LOCATE MARKER, MAYBE BELOW GRADE
 QO0620
 QO0620                          STATION RECOVERY (2007)
 QO0620
 QO0620'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (BLB)
 QO0620'THE MARK WAS NOT RECOVERED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 QO2475 ***********************************************************************
 QO2475  DESIGNATION -  2748 J
 QO2475  PID         -  QO2475
 QO2475  STATE/COUNTY-  MN/HENNEPIN
 QO2475  COUNTRY     -  US
 QO2475  USGS QUAD   -  MINNEAPOLIS NORTH (2019)
 QO2475
 QO2475                         *CURRENT SURVEY CONTROL
 QO2475  ______________________________________________________________________
 QO2475* NAD 83(2011) POSITION- 45 05 15.28906(N) 093 17 12.49686(W)   ADJUSTED
 QO2475* NAD 83(2011) ELLIP HT-   232.498 (meters)        (05/13/13)   ADJUSTED
 QO2475* NAD 83(2011) EPOCH   -  2010.00
 QO2475* NAVD 88 ORTHO HEIGHT -   259.753 (meters)      852.21  (feet) ADJUSTED
 QO2475  ______________________________________________________________________
 QO2475  GEOID HEIGHT    -        -27.269 (meters)                     GEOID18
 QO2475  NAD 83(2011) X  -   -258,626.552 (meters)                     COMP
 QO2475  NAD 83(2011) Y  - -4,503,447.316 (meters)                     COMP
 QO2475  NAD 83(2011) Z  -  4,494,390.089 (meters)                     COMP
 QO2475  LAPLACE CORR    -          0.29  (seconds)                    DEFLEC18
 QO2475  DYNAMIC HEIGHT  -        259.750 (meters)      852.20  (feet) COMP
 QO2475  MODELED GRAVITY -    980,598.9   (mgal)                       NAVD 88
 QO2475
 QO2475  VERT ORDER      -  SECOND    CLASS I
 QO2475
 QO2475  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 QO2475  Standards:
 QO2475         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 QO2475            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 QO2475  -------------------------------------------------------------------
 QO2475  NETWORK    0.59   1.78           0.27   0.19   0.91      0.29261207
 QO2475  -------------------------------------------------------------------
 QO2475  Click here for local accuracies and other accuracy information.
 QO2475
 QO2475.The horizontal coordinates were established by GPS observations
 QO2475.and adjusted by the MN DEPT OF TRANSP in May 2013.
 QO2475
 QO2475.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 QO2475.been affixed to the stable North American tectonic plate. See 
 QO2475.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 QO2475
 QO2475.The horizontal coordinates are valid at the epoch date displayed above
 QO2475.which is a decimal equivalence of Year/Month/Day.
 QO2475
 QO2475.The orthometric height was determined by differential leveling and
 QO2475.adjusted by the NATIONAL GEODETIC SURVEY
 QO2475.in September 2013.
 QO2475
 QO2475.Significant digits in the geoid height do not necessarily reflect accuracy.
 QO2475.GEOID18 height accuracy estimate available here.
 QO2475
 QO2475.Click photographs - Photos may exist for this station.
 QO2475
 QO2475.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 QO2475
 QO2475.The Laplace correction was computed from DEFLEC18 derived deflections.
 QO2475
 QO2475.The ellipsoidal height was determined by GPS observations
 QO2475.and is referenced to NAD 83.
 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. The following values were computed from the NAD 83(2011) position.
 QO2475
 QO2475;                    North         East     Units Scale Factor Converg.
 QO2475;SPC MN S     -   332,204.414   856,145.308   MT  0.99997436   +0 29 59.6
 QO2475;SPC MN S     - 1,089,907.31  2,808,870.06   sFT  0.99997436   +0 29 59.6
 QO2475;UTM  15      - 4,992,719.541   477,429.867   MT  0.99960626   -0 12 11.2
 QO2475
 QO2475!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QO2475!SPC MN S     -   0.99996355  x   0.99997436  =   0.99993791
 QO2475!UTM  15      -   0.99996355  x   0.99960626  =   0.99956982
 QO2475
 QO2475:                Primary Azimuth Mark                     Grid Az
 QO2475:SPC MN S     -  2748 K                                   346 21 25.0
 QO2475:UTM  15      -  2748 K                                   347 03 35.8
 QO2475
 QO2475_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK7742992719(NAD 83)
 QO2475
 QO2475|---------------------------------------------------------------------|
 QO2475| PID    Reference Object                     Distance      Geod. Az  |
 QO2475|                                                           dddmmss.s |
 QO2475| QO2476 2748 K                              APPROX. 0.8 KM 3465124.6 |
 QO2475|---------------------------------------------------------------------|
 QO2475
 QO2475                          SUPERSEDED SURVEY CONTROL
 QO2475
 QO2475  NAVD 88 (06/23/95)  259.753  (m)          852.21   (f) SUPERSEDED  2 2
 QO2475
 QO2475.Superseded values are not recommended for survey control.
 QO2475
 QO2475.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QO2475.See file dsdata.pdf to determine how the superseded data were derived.
 QO2475
 QO2475_MARKER: DV = VERTICAL CONTROL DISK
 QO2475_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 QO2475_STAMPING: 2748-J 1983
 QO2475_MARK LOGO: MNDT
 QO2475_PROJECTION: RECESSED 5 CENTIMETERS
 QO2475_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 QO2475_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QO2475_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QO2475+SATELLITE: SATELLITE OBSERVATIONS - August 19, 2013
 QO2475
 QO2475  HISTORY     - Date     Condition        Report By
 QO2475  HISTORY     - 19830401 MONUMENTED       MNDT
 QO2475  HISTORY     - 19871005 GOOD             MNDT
 QO2475  HISTORY     - 20070731 MARK NOT FOUND   MNDT
 QO2475  HISTORY     - 20120327 GOOD             MNDT
 QO2475  HISTORY     - 20120531 GOOD             MNDT
 QO2475  HISTORY     - 20130819 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.
 QO2475
 QO2475                          STATION RECOVERY (2007)
 QO2475
 QO2475'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (JJB)
 QO2475'THE MARK WAS NOT RECOVERED.
 QO2475
 QO2475                          STATION RECOVERY (2012)
 QO2475
 QO2475'RECOVERY NOTE BY MN DEPT OF TRANSP 2012 (KMS)
 QO2475'THE MARK IS LOCATED ABOUT 7.5 MI (12.1 KM) NORTH OF MINNEAPOLIS, 6.1
 QO2475'MI (9.8 KM) EAST-SOUTHEAST OF OSSEO AND 4.4 MI (7.1 KM) WEST-NORTHWEST
 QO2475'OF NEW BRIGHTON.
 QO2475'
 QO2475'IN BROOKLYN PARK, 1.25 MI (2.0 KM) NORTH ALONG TRUNK HIGHWAY 252 FROM
 QO2475'THE JUNCTION OF TRUNK HIGHWAY 252 AND INTERSTATE HIGHWAY 694, AT TRUNK
 QO2475'HIGHWAY 252 MILE POINT 1.45, THEN 0.05 MI (0.1 KM) EAST ON 73RD AVENUE
 QO2475'NORTH.
 QO2475'
 QO2475'THE VERTICAL CONTROL MARK IS FOUND 146.0 FT (44.5 M) NORTH OF 73RD
 QO2475'AVENUE NORTH, 38.0 FT (11.6 M) EAST OF WEST RIVER ROAD AND 0.5 FT (15
 QO2475'CM) WEST OF A WITNESS POST.
 QO2475
 QO2475                          STATION RECOVERY (2012)
 QO2475
 QO2475'RECOVERY NOTE BY MN DEPT OF TRANSP 2012 (SXH)
 QO2475'IN BROOKLYN PARK, 1.25 MILES NORTH ALONG TRUNK HIGHWAY 252 FROM
 QO2475'JUNCTION OF TRUNK HIGHWAY 252 AND INTERSTATE HIGHWAY 694, AT TRUNK
 QO2475'HIGHWAY 252 MILEPOINT 1.45, THEN 0.05 MILE EAST ON 73RD AVENUE NORTH,
 QO2475'146.0 FEET NORTH OF 73RD AVENUE NORTH, 38.0 FEET EAST OF WEST RIVER
 QO2475'ROAD, 0.5 FOOT WEST OF WITNESS POST.
 QO2475
 QO2475                          STATION RECOVERY (2013)
 QO2475
 QO2475'RECOVERY NOTE BY MN DEPT OF TRANSP 2013 (MAS)
 QO2475'IN BROOKLYN PARK, 1.25 MILES NORTH ALONG TRUNK HIGHWAY 252 FROM
 QO2475'JUNCTION OF TRUNK HIGHWAY 252 AND INTERSTATE HIGHWAY 694, AT TRUNK
 QO2475'HIGHWAY 252 MILEPOINT 1.45, THEN 0.05 MILE EAST ALONG 73RD AVENUE
 QO2475'NORTH, 146.0 FEET NORTH OF 73RD AVENUE NORTH, 38.0 FEET EAST OF WEST
 QO2475'RIVER ROAD, 0.5 FOOT WEST OF WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 QO2476 ***********************************************************************
 QO2476  DESIGNATION -  2748 K
 QO2476  PID         -  QO2476
 QO2476  STATE/COUNTY-  MN/HENNEPIN
 QO2476  COUNTRY     -  US
 QO2476  USGS QUAD   -  MINNEAPOLIS NORTH (2019)
 QO2476
 QO2476                         *CURRENT SURVEY CONTROL
 QO2476  ______________________________________________________________________
 QO2476* NAD 83(2011) POSITION- 45 05 40.79915(N) 093 17 20.90656(W)   ADJUSTED
 QO2476* NAD 83(2011) ELLIP HT-   230.805 (meters)        (05/13/13)   ADJUSTED
 QO2476* NAD 83(2011) EPOCH   -  2010.00
 QO2476* NAVD 88 ORTHO HEIGHT -   258.085 (meters)      846.73  (feet) ADJUSTED
 QO2476  ______________________________________________________________________
 QO2476  GEOID HEIGHT    -        -27.291 (meters)                     GEOID18
 QO2476  NAD 83(2011) X  -   -258,778.094 (meters)                     COMP
 QO2476  NAD 83(2011) Y  - -4,502,878.737 (meters)                     COMP
 QO2476  NAD 83(2011) Z  -  4,494,944.875 (meters)                     COMP
 QO2476  LAPLACE CORR    -          0.75  (seconds)                    DEFLEC18
 QO2476  DYNAMIC HEIGHT  -        258.082 (meters)      846.72  (feet) COMP
 QO2476  MODELED GRAVITY -    980,598.6   (mgal)                       NAVD 88
 QO2476
 QO2476  VERT ORDER      -  SECOND    CLASS II
 QO2476
 QO2476  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 QO2476  Standards:
 QO2476         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 QO2476            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 QO2476  -------------------------------------------------------------------
 QO2476  NETWORK    0.57   1.76           0.26   0.19   0.90      0.26099601
 QO2476  -------------------------------------------------------------------
 QO2476  Click here for local accuracies and other accuracy information.
 QO2476
 QO2476.The horizontal coordinates were established by GPS observations
 QO2476.and adjusted by the MN DEPT OF TRANSP in May 2013.
 QO2476
 QO2476.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 QO2476.been affixed to the stable North American tectonic plate. See 
 QO2476.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 QO2476
 QO2476.The horizontal coordinates are valid at the epoch date displayed above
 QO2476.which is a decimal equivalence of Year/Month/Day.
 QO2476
 QO2476.The orthometric height was determined by differential leveling and
 QO2476.adjusted by the NATIONAL GEODETIC SURVEY
 QO2476.in June 1995.
 QO2476
 QO2476.Significant digits in the geoid height do not necessarily reflect accuracy.
 QO2476.GEOID18 height accuracy estimate available here.
 QO2476
 QO2476.Click photographs - Photos may exist for this station.
 QO2476
 QO2476.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 QO2476
 QO2476.The Laplace correction was computed from DEFLEC18 derived deflections.
 QO2476
 QO2476.The ellipsoidal height was determined by GPS observations
 QO2476.and is referenced to NAD 83.
 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. The following values were computed from the NAD 83(2011) position.
 QO2476
 QO2476;                    North         East     Units Scale Factor Converg.
 QO2476;SPC MN S     -   332,990.270   855,954.564   MT  0.99997563   +0 29 53.7
 QO2476;SPC MN S     - 1,092,485.58  2,808,244.27   sFT  0.99997563   +0 29 53.7
 QO2476;UTM  15      - 4,993,507.388   477,248.847   MT  0.99960636   -0 12 17.3
 QO2476
 QO2476!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QO2476!SPC MN S     -   0.99996381  x   0.99997563  =   0.99993945
 QO2476!UTM  15      -   0.99996381  x   0.99960636  =   0.99957019
 QO2476
 QO2476:                Primary Azimuth Mark                     Grid Az
 QO2476:SPC MN S     -  2748 AH                                  321 26 05.2
 QO2476:UTM  15      -  2748 AH                                  322 08 16.2
 QO2476
 QO2476_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK7724893507(NAD 83)
 QO2476
 QO2476|---------------------------------------------------------------------|
 QO2476| PID    Reference Object                     Distance      Geod. Az  |
 QO2476|                                                           dddmmss.s |
 QO2476| DO5447 2748 AH                             APPROX. 1.5 KM 3215558.9 |
 QO2476| AH3111 78TH                                328.642 METERS 32808     |
 QO2476|---------------------------------------------------------------------|
 QO2476
 QO2476                          SUPERSEDED SURVEY CONTROL
 QO2476
 QO2476.No superseded survey control is available for this station.
 QO2476
 QO2476_MARKER: DV = VERTICAL CONTROL DISK
 QO2476_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 QO2476_STAMPING: 2748-K 1983
 QO2476_MARK LOGO: MNDT
 QO2476_PROJECTION: RECESSED 5 CENTIMETERS
 QO2476_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 QO2476_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QO2476_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QO2476+SATELLITE: SATELLITE OBSERVATIONS - May 31, 2012
 QO2476
 QO2476  HISTORY     - Date     Condition        Report By
 QO2476  HISTORY     - 19830401 MONUMENTED       MNDT
 QO2476  HISTORY     - 19871005 GOOD             MNDT
 QO2476  HISTORY     - 20070726 MARK NOT FOUND   MNDT
 QO2476  HISTORY     - 20120531 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.
 QO2476
 QO2476                          STATION RECOVERY (2007)
 QO2476
 QO2476'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (BLB)
 QO2476'THE MARK WAS NOT RECOVERED.
 QO2476
 QO2476                          STATION RECOVERY (2012)
 QO2476
 QO2476'RECOVERY NOTE BY MN DEPT OF TRANSP 2012 (JXM)
 QO2476'IN BROOKLYN PARK, 1.70 MILES NORTH ALONG TRUNK HIGHWAY 252 FROM
 QO2476'JUNCTION OF TRUNK HIGHWAY 252 AND INTERSTATE 694, TO TRUNK  HIGHWAY
 QO2476'252 MILEPOINT 1.90, THEN 0.05 MILE EAST ALONG BROOKDALE DRIVE, AT
 QO2476'JUNCTION OF BROOKDALE DRIVE AND FAIRFIELD ROAD, 125.0 FEET NORTH OF
 QO2476'WESTBOUND BROOKDALE DRIVE, 18.5 FEET NORTH OF DRIVEWAY NUMBER 7701,
 QO2476'17.0 FEET WEST OF FAIRFIELD ROAD, 66 FEET NORTH OF HYDRANT, 1.0 FOOT
 QO2476'WEST OF WEST CURB ON FAIRFIELD ROAD.  MARK FALLS IN PRIVATE PROPERTY.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 QO2470 ***********************************************************************
 QO2470  DESIGNATION -  2748 Q
 QO2470  PID         -  QO2470
 QO2470  STATE/COUNTY-  MN/HENNEPIN
 QO2470  COUNTRY     -  US
 QO2470  USGS QUAD   -  MINNEAPOLIS NORTH (2019)
 QO2470
 QO2470                         *CURRENT SURVEY CONTROL
 QO2470  ______________________________________________________________________
 QO2470* NAD 83(1986) POSITION- 45 04 23.81   (N) 093 17 12.08   (W)   HD_HELD1
 QO2470* NAVD 88 ORTHO HEIGHT -   254.337 (meters)      834.44  (feet) ADJUSTED
 QO2470  ______________________________________________________________________
 QO2470  GEOID HEIGHT    -        -27.231 (meters)                     GEOID18
 QO2470  DYNAMIC HEIGHT  -        254.334 (meters)      834.43  (feet) COMP
 QO2470  MODELED GRAVITY -    980,599.2   (mgal)                       NAVD 88
 QO2470
 QO2470  VERT ORDER      -  SECOND    CLASS I
 QO2470
 QO2470.The horizontal coordinates were determined by differentially corrected
 QO2470.hand held GPS observations or other comparable positioning techniques
 QO2470.and have an estimated accuracy of +/- 3 meters.
 QO2470
 QO2470.The orthometric height was determined by differential leveling and
 QO2470.adjusted by the NATIONAL GEODETIC SURVEY
 QO2470.in September 2013.
 QO2470
 QO2470.Significant digits in the geoid height do not necessarily reflect accuracy.
 QO2470.GEOID18 height accuracy estimate available here.
 QO2470
 QO2470.Click photographs - Photos may exist for this station.
 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     -   330,615.4     856,168.3     MT  (+/- 3 meters HH1 GPS) 
 QO2470
 QO2470_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK7743391130(NAD 83)
 QO2470
 QO2470                          SUPERSEDED SURVEY CONTROL
 QO2470
 QO2470  NAVD 88 (06/23/95)  254.339  (m)          834.44   (f) SUPERSEDED  2 2
 QO2470
 QO2470.Superseded values are not recommended for survey control.
 QO2470
 QO2470.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QO2470.See file dsdata.pdf to determine how the superseded data were derived.
 QO2470
 QO2470_MARKER: DV = VERTICAL CONTROL DISK
 QO2470_SETTING: 30 = SET IN A LIGHT STRUCTURE
 QO2470_SP_SET: OVERHEAD SIGN FOUNDATION
 QO2470_STAMPING: 2748 Q 1987
 QO2470_MARK LOGO: MNDT
 QO2470_MAGNETIC: N = NO MAGNETIC MATERIAL
 QO2470_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QO2470_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 QO2470+SATELLITE: SATELLITE OBSERVATIONS - May 12, 2014
 QO2470
 QO2470  HISTORY     - Date     Condition        Report By
 QO2470  HISTORY     - 19871001 MONUMENTED       MNDT
 QO2470  HISTORY     - 20070731 MARK NOT FOUND   MNDT
 QO2470  HISTORY     - 20120327 GOOD             MNDT
 QO2470  HISTORY     - 20130806 GOOD             MNDT
 QO2470  HISTORY     - 20140512 GOOD             MNDT
 QO2470
 QO2470                          STATION DESCRIPTION
 QO2470
 QO2470'DESCRIBED BY MN DEPT OF TRANSP 1987
 QO2470'THE MARK IS LOCATED IN THE CITY OF BROOKLYN CENTER, 0.3 MI (0.5 KM)
 QO2470'NORTH ALONG TRUNK HIGHWAY 252 FROM ITS JUNCTION WITH INTERSTATE
 QO2470'HIGHWAY 694, IN THE SE 1/4 OF SECTION 36, T119N, R21W.  THE MARK, A
 QO2470'STANDARD ALUMINUM VERTICAL CONTROL MONUMENT DISK STAMPED---2748 Q
 QO2470'1987---, IS SET IN A DRILL HOLE IN THE WESTERLY CONCRETE BASE OF A
 QO2470'BRIDGE-TYPE OVERHEAD SIGN.
 QO2470
 QO2470                          STATION RECOVERY (2007)
 QO2470
 QO2470'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (JJB)
 QO2470'THE MARK WAS NOT RECOVERED.
 QO2470
 QO2470                          STATION RECOVERY (2012)
 QO2470
 QO2470'RECOVERY NOTE BY MN DEPT OF TRANSP 2012 (KMS)
 QO2470'THE VERTICAL CONTROL MARK IS LOCATED ABOUT 6.5 MI (10.5 KM) NORTH OF
 QO2470'MINNEAPOLIS, 6.5 MI (10.5 KM) EAST-SOUTHEAST OF OSSEO AND 4.2 MI (6.8
 QO2470'KM) WEST OF NEW BRIGHTON.
 QO2470'
 QO2470'IN BROOKLYN CENTER, 0.3 MI (0.5 KM) NORTH ALONG TRUNK HIGHWAY 252 FROM
 QO2470'THE JUNCTION OF TRUNK HIGHWAY 252 AND INTERSTATE HIGHWAY 694, AT TRUNK
 QO2470'HIGHWAY 252 MILE POINT 50.
 QO2470'
 QO2470'THE VERTICAL CONTROL MARK IS FOUND 40.3 FT (12.3 M) WEST OF SOUTHBOUND
 QO2470'TRUNK HIGHWAY 252, IN NORTHEAST CORNER OF THE WEST BASE OF AN OVERHEAD
 QO2470'SIGN OVER SOUTHBOUND TRUNK HIGHWAY 252.
 QO2470
 QO2470                          STATION RECOVERY (2013)
 QO2470
 QO2470'RECOVERY NOTE BY MN DEPT OF TRANSP 2013 (MAS)
 QO2470'RECOVERED AS DESCRIBED.
 QO2470
 QO2470                          STATION RECOVERY (2014)
 QO2470
 QO2470'RECOVERY NOTE BY MN DEPT OF TRANSP 2014 (FAD)
 QO2470'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 QO2471 ***********************************************************************
 QO2471  DESIGNATION -  2748 R
 QO2471  PID         -  QO2471
 QO2471  STATE/COUNTY-  MN/HENNEPIN
 QO2471  COUNTRY     -  US
 QO2471  USGS QUAD   -  MINNEAPOLIS NORTH (2019)
 QO2471
 QO2471                         *CURRENT SURVEY CONTROL
 QO2471  ______________________________________________________________________
 QO2471* NAD 83(1986) POSITION- 45 04 28.02   (N) 093 17 13.11   (W)   HD_HELD1
 QO2471* NAVD 88 ORTHO HEIGHT -   254.594 (meters)      835.28  (feet) ADJUSTED
 QO2471  ______________________________________________________________________
 QO2471  GEOID HEIGHT    -        -27.234 (meters)                     GEOID18
 QO2471  DYNAMIC HEIGHT  -        254.592 (meters)      835.27  (feet) COMP
 QO2471  MODELED GRAVITY -    980,599.3   (mgal)                       NAVD 88
 QO2471
 QO2471  VERT ORDER      -  SECOND    CLASS I
 QO2471
 QO2471.The horizontal coordinates were determined by differentially corrected
 QO2471.hand held GPS observations or other comparable positioning techniques
 QO2471.and have an estimated accuracy of +/- 3 meters.
 QO2471
 QO2471.The orthometric height was determined by differential leveling and
 QO2471.adjusted by the NATIONAL GEODETIC SURVEY
 QO2471.in September 2013.
 QO2471
 QO2471.Significant digits in the geoid height do not necessarily reflect accuracy.
 QO2471.GEOID18 height accuracy estimate available here.
 QO2471
 QO2471.Click photographs - Photos may exist for this station.
 QO2471
 QO2471.The dynamic height is computed by dividing the NAVD 88
 QO2471.geopotential number by the normal gravity value computed on the
 QO2471.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QO2471.degrees latitude (g = 980.6199 gals.).
 QO2471
 QO2471.The modeled gravity was interpolated from observed gravity values.
 QO2471
 QO2471;                    North         East    Units  Estimated Accuracy
 QO2471;SPC MN S     -   330,745.2     856,144.6     MT  (+/- 3 meters HH1 GPS) 
 QO2471
 QO2471_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK7741191260(NAD 83)
 QO2471
 QO2471                          SUPERSEDED SURVEY CONTROL
 QO2471
 QO2471  NAVD 88 (06/23/95)  254.603  (m)          835.31   (f) SUPERSEDED  2 2
 QO2471
 QO2471.Superseded values are not recommended for survey control.
 QO2471
 QO2471.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QO2471.See file dsdata.pdf to determine how the superseded data were derived.
 QO2471
 QO2471_MARKER: DV = VERTICAL CONTROL DISK
 QO2471_SETTING: 30 = SET IN A LIGHT STRUCTURE
 QO2471_SP_SET: TRAFFIC SIGNAL FOUNDATION
 QO2471_STAMPING: 2748 R 1987
 QO2471_MARK LOGO: MNDT
 QO2471_MAGNETIC: N = NO MAGNETIC MATERIAL
 QO2471_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QO2471_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 QO2471+SATELLITE: SATELLITE OBSERVATIONS - August 06, 2013
 QO2471
 QO2471  HISTORY     - Date     Condition        Report By
 QO2471  HISTORY     - 19871001 MONUMENTED       MNDT
 QO2471  HISTORY     - 20070731 GOOD             MNDT
 QO2471  HISTORY     - 20080520 GOOD             MNDT
 QO2471  HISTORY     - 20120327 GOOD             MNDT
 QO2471  HISTORY     - 20130806 GOOD             MNDT
 QO2471
 QO2471                          STATION DESCRIPTION
 QO2471
 QO2471'DESCRIBED BY MN DEPT OF TRANSP 1987
 QO2471'THE MARK IS LOCATED IN THE CITY OF BROOKLYN CENTER, 0.35 MI (0.56 KM)
 QO2471'NORTH ALONG TRUNK HIGHWAY 252 FROM ITS JUNCTION WITH INTERSTATE
 QO2471'HIGHWAY 694 TO ITS JUNCTION WITH 66TH AVENUE NORTH, IN THE SOUTHWEST
 QO2471'QUADRANT OF THE INTERSECTION, AND IN THE SE 1/4 OF SECTION 36, T119N,
 QO2471'R21W.  THE MARK, A STANDARD ALUMINUM MNDT VERTICAL CONTROL MONUMENT
 QO2471'DISK STAMPED---2748 R 1987---, IS SET IN THE CONCRETE BASE OF A
 QO2471'CANTILEVERED TRAFFIC SIGNAL IN A RAISED ISLAND.
 QO2471
 QO2471                          STATION RECOVERY (2007)
 QO2471
 QO2471'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (JJB)
 QO2471'THE MARK IS LOCATED ABOUT 6.6 MI (10.6 KM) NORTH OF MINNEAPOLIS, 6.4
 QO2471'MI (10.3 KM) EAST-SOUTHEAST OF OSSEO AND 4.2 MI (6.8 KM) WEST OF NEW
 QO2471'BRIGHTON.
 QO2471'
 QO2471'TO REACH TO THE MARK IN BROOKLYN CENTER, 0.35 MI (0.6 KM) NORTH OF THE
 QO2471'JUNCTION OF TRUNK HIGHWAY 252 AND INTERSTATE HIGHWAY 694, IN SOUTHWEST
 QO2471'QUADRANT OF THE JUNCTION OF TRUNK HIGHWAY 252 AND 66TH AVENUE NORTH,
 QO2471'IN CONCRETE BASE OF TRAFFIC SIGNAL, IN RAISED ISLAND.
 QO2471
 QO2471                          STATION RECOVERY (2008)
 QO2471
 QO2471'RECOVERY NOTE BY MN DEPT OF TRANSP 2008 (PJG)
 QO2471'RECOVERED AS DESCRIBED.
 QO2471
 QO2471                          STATION RECOVERY (2012)
 QO2471
 QO2471'RECOVERY NOTE BY MN DEPT OF TRANSP 2012 (KMS)
 QO2471'RECOVERED IN GOOD CONDITION.
 QO2471
 QO2471                          STATION RECOVERY (2013)
 QO2471
 QO2471'RECOVERY NOTE BY MN DEPT OF TRANSP 2013 (MAS)
 QO2471'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 QO2472 ***********************************************************************
 QO2472  DESIGNATION -  2748 S
 QO2472  PID         -  QO2472
 QO2472  STATE/COUNTY-  MN/HENNEPIN
 QO2472  COUNTRY     -  US
 QO2472  USGS QUAD   -  MINNEAPOLIS NORTH (2019)
 QO2472
 QO2472                         *CURRENT SURVEY CONTROL
 QO2472  ______________________________________________________________________
 QO2472* NAD 83(1986) POSITION- 45 04 47.54   (N) 093 17 16.36   (W)   HD_HELD1
 QO2472* NAVD 88 ORTHO HEIGHT -   259.075 (meters)      849.98  (feet) ADJUSTED
 QO2472  ______________________________________________________________________
 QO2472  GEOID HEIGHT    -        -27.248 (meters)                     GEOID18
 QO2472  DYNAMIC HEIGHT  -        259.073 (meters)      849.98  (feet) COMP
 QO2472  MODELED GRAVITY -    980,599.1   (mgal)                       NAVD 88
 QO2472
 QO2472  VERT ORDER      -  SECOND    CLASS I
 QO2472
 QO2472.The horizontal coordinates were determined by differentially corrected
 QO2472.hand held GPS observations or other comparable positioning techniques
 QO2472.and have an estimated accuracy of +/- 3 meters.
 QO2472
 QO2472.The orthometric height was determined by differential leveling and
 QO2472.adjusted by the NATIONAL GEODETIC SURVEY
 QO2472.in September 2013.
 QO2472
 QO2472.Significant digits in the geoid height do not necessarily reflect accuracy.
 QO2472.GEOID18 height accuracy estimate available here.
 QO2472
 QO2472.Click photographs - Photos may exist for this station.
 QO2472
 QO2472.The dynamic height is computed by dividing the NAVD 88
 QO2472.geopotential number by the normal gravity value computed on the
 QO2472.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QO2472.degrees latitude (g = 980.6199 gals.).
 QO2472
 QO2472.The modeled gravity was interpolated from observed gravity values.
 QO2472
 QO2472;                    North         East    Units  Estimated Accuracy
 QO2472;SPC MN S     -   331,347.1     856,068.3     MT  (+/- 3 meters HH1 GPS) 
 QO2472
 QO2472_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK7734291863(NAD 83)
 QO2472
 QO2472                          SUPERSEDED SURVEY CONTROL
 QO2472
 QO2472  NAVD 88 (06/23/95)  259.077  (m)          849.99   (f) SUPERSEDED  2 2
 QO2472
 QO2472.Superseded values are not recommended for survey control.
 QO2472
 QO2472.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QO2472.See file dsdata.pdf to determine how the superseded data were derived.
 QO2472
 QO2472_MARKER: DV = VERTICAL CONTROL DISK
 QO2472_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 QO2472_SP_SET: BRIDGE OVERHEAD SIGN BASE
 QO2472_STAMPING: 2748 S 1987
 QO2472_MARK LOGO: MNDT
 QO2472_MAGNETIC: N = NO MAGNETIC MATERIAL
 QO2472_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QO2472_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 QO2472+SATELLITE: SATELLITE OBSERVATIONS - March 27, 2012
 QO2472
 QO2472  HISTORY     - Date     Condition        Report By
 QO2472  HISTORY     - 19871001 MONUMENTED       MNDT
 QO2472  HISTORY     - 20070731 GOOD             MNDT
 QO2472  HISTORY     - 20080520 GOOD             MNDT
 QO2472  HISTORY     - 20120327 GOOD             MNDT
 QO2472
 QO2472                          STATION DESCRIPTION
 QO2472
 QO2472'DESCRIBED BY MN DEPT OF TRANSP 1987
 QO2472'THE MARK IS LOCATED IN THE CITY OF BROOKLYN CENTER, 0.75 MI (1.21 KM)
 QO2472'NORTH ALONG TRUNK HIGHWAY 252 FROM ITS JUNCTION WITH INTERSTATE
 QO2472'HIGHWAY 694, IN THE SE 1/4 OF SECTION 25, T119N, R21W.  THE MARK, A
 QO2472'STANDARD ALUMINUM MNDT VERTICAL CONTROL MONUMENT DISK STAMPED---2748
 QO2472'S 1987---, IS SET IN A DRILL HOLE IN THE WESTERLEY CONCRETE BASE OF A
 QO2472'BRIDGE-TYPE OVERHEAD SIGN.
 QO2472
 QO2472                          STATION RECOVERY (2007)
 QO2472
 QO2472'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (BLB)
 QO2472'THE MARK IS LOCATED ABOUT 7.0 MI (11.3 KM) NORTH OF MINNEAPOLIS, 6.2
 QO2472'MI (10.0 KM) EAST-SOUTHEAST OF OSSEO AND 4.3 MI (6.9 KM)
 QO2472'WEST-NORTHWEST OF NEW BRIGHTON.   TO GET TO THE MARK IN BROOKLYN
 QO2472'CENTER, 0.75 MI (1.2 KM) NORTH OF THE JUNCTION OF TRUNK HIGHWAY 252
 QO2472'AND INTERSTATE HIGHWAY 694, IN WEST CONCRETE BASE OF BRIDGE-TYPE
 QO2472'OVERHEAD SIGN.
 QO2472
 QO2472                          STATION RECOVERY (2008)
 QO2472
 QO2472'RECOVERY NOTE BY MN DEPT OF TRANSP 2008 (PJG)
 QO2472'RECOVERED AS DESCRIBED.
 QO2472
 QO2472                          STATION RECOVERY (2012)
 QO2472
 QO2472'RECOVERY NOTE BY MN DEPT OF TRANSP 2012 (KMS)
 QO2472'THE VERTICAL CONTROL MARK IS LOCATED ABOUT 7.0 MI (11.3 KM) NORTH OF
 QO2472'MINNEAPOLIS, 6.2 MI (10.0 KM) EAST-SOUTHEAST OF OSSEO AND 4.3 MI (6.9
 QO2472'KM) WEST-NORTHWEST OF NEW BRIGHTON.
 QO2472'
 QO2472'IN BROOKLYN CENTER, 0.75 MI (1.2 KM) NORTH ALONG TRUNK HIGHWAY 252
 QO2472'FROM THE JUNCTION OF TRUNK HIGHWAY 252 AND INTERSTATE HIGHWAY 694, AT
 QO2472'TRUNK HIGHWAY 252 MILE POINT 0.95.
 QO2472'
 QO2472'THE VERTICAL CONTROL MARK IS FOUND 31.5 FT (9.6 M) WEST OF SOUTHBOUND
 QO2472'TRUNK HIGHWAY 252, IN EAST SIDE OF THE WEST BASE OF THE OVERHEAD SIGN
 QO2472'OVER SOUTHBOUND TRUNK HIGHWAY 252.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 QO2473 ***********************************************************************
 QO2473  DESIGNATION -  2748 T
 QO2473  PID         -  QO2473
 QO2473  STATE/COUNTY-  MN/HENNEPIN
 QO2473  COUNTRY     -  US
 QO2473  USGS QUAD   -  MINNEAPOLIS NORTH (2019)
 QO2473
 QO2473                         *CURRENT SURVEY CONTROL
 QO2473  ______________________________________________________________________
 QO2473* NAD 83(1986) POSITION- 45 04 56.03   (N) 093 17 17.26   (W)   HD_HELD1
 QO2473* NAVD 88 ORTHO HEIGHT -   260.104 (meters)      853.36  (feet) ADJUSTED
 QO2473  ______________________________________________________________________
 QO2473  GEOID HEIGHT    -        -27.254 (meters)                     GEOID18
 QO2473  DYNAMIC HEIGHT  -        260.101 (meters)      853.35  (feet) COMP
 QO2473  MODELED GRAVITY -    980,599.1   (mgal)                       NAVD 88
 QO2473
 QO2473  VERT ORDER      -  SECOND    CLASS I
 QO2473
 QO2473.The horizontal coordinates were determined by differentially corrected
 QO2473.hand held GPS observations or other comparable positioning techniques
 QO2473.and have an estimated accuracy of +/- 3 meters.
 QO2473
 QO2473.The orthometric height was determined by differential leveling and
 QO2473.adjusted by the NATIONAL GEODETIC SURVEY
 QO2473.in September 2013.
 QO2473
 QO2473.Significant digits in the geoid height do not necessarily reflect accuracy.
 QO2473.GEOID18 height accuracy estimate available here.
 QO2473
 QO2473.Click photographs - Photos may exist for this station.
 QO2473
 QO2473.The dynamic height is computed by dividing the NAVD 88
 QO2473.geopotential number by the normal gravity value computed on the
 QO2473.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QO2473.degrees latitude (g = 980.6199 gals.).
 QO2473
 QO2473.The modeled gravity was interpolated from observed gravity values.
 QO2473
 QO2473;                    North         East    Units  Estimated Accuracy
 QO2473;SPC MN S     -   331,609.0     856,046.3     MT  (+/- 3 meters HH1 GPS) 
 QO2473
 QO2473_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK7732392125(NAD 83)
 QO2473
 QO2473                          SUPERSEDED SURVEY CONTROL
 QO2473
 QO2473  NAVD 88 (06/23/95)  260.119  (m)          853.41   (f) SUPERSEDED  2 2
 QO2473
 QO2473.Superseded values are not recommended for survey control.
 QO2473
 QO2473.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QO2473.See file dsdata.pdf to determine how the superseded data were derived.
 QO2473
 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: SIGNAL LIGHT BASE
 QO2473_STAMPING: 2748 T 1987
 QO2473_MARK LOGO: MNDT
 QO2473_MAGNETIC: N = NO MAGNETIC MATERIAL
 QO2473_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QO2473+STABILITY: SURFACE MOTION
 QO2473_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 QO2473+SATELLITE: SATELLITE OBSERVATIONS - March 27, 2012
 QO2473
 QO2473  HISTORY     - Date     Condition        Report By
 QO2473  HISTORY     - 19871001 MONUMENTED       MNDT
 QO2473  HISTORY     - 20070731 GOOD             MNDT
 QO2473  HISTORY     - 20080520 GOOD             MNDT
 QO2473  HISTORY     - 20120327 GOOD             MNDT
 QO2473
 QO2473                          STATION DESCRIPTION
 QO2473
 QO2473'DESCRIBED BY MN DEPT OF TRANSP 1987
 QO2473'THE MARK IS LOCATED IN THE CITY OF BROOKLYN CENTER, 0.9 MI (1.4 KM)
 QO2473'NORTH ALONG TRUNK HIGHWAY 252 FROM ITS JUNCTION WITH INTERSTATE
 QO2473'HIGHWAY 694, IN THE SOUTHWEST QUADRANT AT THE INTERSECTION OF HIGHWAY
 QO2473'252 AND 70TH AVENUE NORTH, AND IN THE SE 1/4 OF SECTION 25, T119N,
 QO2473'R21W.  THE MARK, A STANDARD ALUMINUM MNDT VERTICAL CONTROL MONUMENT
 QO2473'DISK STAMPED---2748 T 1987---, IS SET IN A DRILL HOLE IN THE CONCRETE
 QO2473'BASE OF A CANTILEVERED TRAFFIC SIGNAL IN A RAISED ISLAND.
 QO2473
 QO2473                          STATION RECOVERY (2007)
 QO2473
 QO2473'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (JJB)
 QO2473'THE MARK IS LOCATED ABOUT 7.2 MI (11.6 KM) NORTH OF MINNEAPOLIS, 6.1
 QO2473'MI (9.8 KM) EAST-SOUTHEAST OF OSSEO AND 4.4 MI (7.1 KM) WEST-NORTHWEST
 QO2473'OF NEW BRIGHTON.
 QO2473'
 QO2473'TO REACH TO THE MARK IN BROOKLYN PARK, 0.9 MI (1.4 KM) NORTH OF THE
 QO2473'JUNCTION OF TRUNK HIGHWAY 252 AND INTERSTATE HIGHWAY 694, IN SOUTHWEST
 QO2473'QUADRANT OF THE JUNCTION OF TRUNK HIGHWAY 252 AND 70TH AVENUE NORTH,
 QO2473'IN CONCRETE BASE OF TRAFFIC SIGNAL, IN RAISED ISLAND.
 QO2473
 QO2473                          STATION RECOVERY (2008)
 QO2473
 QO2473'RECOVERY NOTE BY MN DEPT OF TRANSP 2008 (PJG)
 QO2473'RECOVERED AS DESCRIBED.
 QO2473
 QO2473                          STATION RECOVERY (2012)
 QO2473
 QO2473'RECOVERY NOTE BY MN DEPT OF TRANSP 2012 (KMS)
 QO2473'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 QO2474 ***********************************************************************
 QO2474  DESIGNATION -  2748 U
 QO2474  PID         -  QO2474
 QO2474  STATE/COUNTY-  MN/HENNEPIN
 QO2474  COUNTRY     -  US
 QO2474  USGS QUAD   -  MINNEAPOLIS NORTH (2019)
 QO2474
 QO2474                         *CURRENT SURVEY CONTROL
 QO2474  ______________________________________________________________________
 QO2474* NAD 83(1986) POSITION- 45 05 13.52   (N) 093 17 17.22   (W)   HD_HELD1
 QO2474* NAVD 88 ORTHO HEIGHT -   259.714 (meters)      852.08  (feet) ADJUSTED
 QO2474  ______________________________________________________________________
 QO2474  GEOID HEIGHT    -        -27.268 (meters)                     GEOID18
 QO2474  DYNAMIC HEIGHT  -        259.712 (meters)      852.07  (feet) COMP
 QO2474  MODELED GRAVITY -    980,598.9   (mgal)                       NAVD 88
 QO2474
 QO2474  VERT ORDER      -  SECOND    CLASS I
 QO2474
 QO2474.The horizontal coordinates were determined by differentially corrected
 QO2474.hand held GPS observations or other comparable positioning techniques
 QO2474.and have an estimated accuracy of +/- 3 meters.
 QO2474
 QO2474.The orthometric height was determined by differential leveling and
 QO2474.adjusted by the NATIONAL GEODETIC SURVEY
 QO2474.in September 2013.
 QO2474
 QO2474.Significant digits in the geoid height do not necessarily reflect accuracy.
 QO2474.GEOID18 height accuracy estimate available here.
 QO2474
 QO2474.Click photographs - Photos may exist for this station.
 QO2474
 QO2474.The dynamic height is computed by dividing the NAVD 88
 QO2474.geopotential number by the normal gravity value computed on the
 QO2474.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QO2474.degrees latitude (g = 980.6199 gals.).
 QO2474
 QO2474.The modeled gravity was interpolated from observed gravity values.
 QO2474
 QO2474;                    North         East    Units  Estimated Accuracy
 QO2474;SPC MN S     -   332,148.9     856,042.5     MT  (+/- 3 meters HH1 GPS) 
 QO2474
 QO2474_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK7732692665(NAD 83)
 QO2474
 QO2474                          SUPERSEDED SURVEY CONTROL
 QO2474
 QO2474  NAVD 88 (06/23/95)  259.728  (m)          852.12   (f) SUPERSEDED  2 2
 QO2474
 QO2474.Superseded values are not recommended for survey control.
 QO2474
 QO2474.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QO2474.See file dsdata.pdf to determine how the superseded data were derived.
 QO2474
 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: SIGNAL LIGHT 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_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 QO2474+SATELLITE: SATELLITE OBSERVATIONS - March 27, 2012
 QO2474
 QO2474  HISTORY     - Date     Condition        Report By
 QO2474  HISTORY     - 19871001 MONUMENTED       MNDT
 QO2474  HISTORY     - 20070731 GOOD             MNDT
 QO2474  HISTORY     - 20120327 GOOD             MNDT
 QO2474
 QO2474                          STATION DESCRIPTION
 QO2474
 QO2474'DESCRIBED BY MN DEPT OF TRANSP 1987
 QO2474'THE MARK IS LOCATED IN THE CITY OF BROOKLYN CENTER, 1.25 MI (2.01 KM)
 QO2474'NORTH ALONG TRUNK HIGHWAY 252 FROM ITS JUNCTION WITH INTERSTATE
 QO2474'HIGHWAY 694, IN THE SOUTHWEST QUADRANT AT THE INTERSECTION OF HIGHWAY
 QO2474'252 AND 73RD AVENUE NORTH, AND IN THE NE 1/4 OF SECTION 25, T119N,
 QO2474'R21W.  THE MARK, A STANDARD ALUMINUM MNDT VERTICAL CONTROL MONUMENT
 QO2474'DISK STAMPED---2748 U 1987---, IS SET IN A DRILL HOLE IN THE CONCRETE
 QO2474'BASE OF A CANTILEVERED TRAFFIC SIGNAL IN A RAISED ISLAND.
 QO2474
 QO2474                          STATION RECOVERY (2007)
 QO2474
 QO2474'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (JJB)
 QO2474'THE MARK IS LOCATED ABOUT 7.5 MI (12.1 KM) NORTH OF MINNEAPOLIS, 6.0
 QO2474'MI (9.7 KM) EAST-SOUTHEAST OF OSSEO AND 4.5 MI (7.2 KM) WEST-NORTHWEST
 QO2474'OF NEW BRIGHTON.
 QO2474'
 QO2474'TO REACH TO THE MARK IN BROOKLYN CENTER, 1.25 MI (2.0 KM) NORTH OF THE
 QO2474'JUNCTION OF TRUNK HIGHWAY 252 AND INTERSTATE HIGHWAY 694, IN SOUTHWEST
 QO2474'QUADRANT OF THE JUNCTION OF TRUNK HIGHWAY 252 AND 73RD AVENUE NORTH,
 QO2474'IN CONCRETE BASE OF TRAFFIC SIGNAL, IN RAISED ISLAND.
 QO2474
 QO2474                          STATION RECOVERY (2012)
 QO2474
 QO2474'RECOVERY NOTE BY MN DEPT OF TRANSP 2012 (KMS)
 QO2474'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 QO2477 ***********************************************************************
 QO2477  DESIGNATION -  2748 V
 QO2477  PID         -  QO2477
 QO2477  STATE/COUNTY-  MN/HENNEPIN
 QO2477  COUNTRY     -  US
 QO2477  USGS QUAD   -  MINNEAPOLIS NORTH (2019)
 QO2477
 QO2477                         *CURRENT SURVEY CONTROL
 QO2477  ______________________________________________________________________
 QO2477* NAD 83(1986) POSITION- 45 06 02.48   (N) 093 18 00.59   (W)   HD_HELD1
 QO2477* NAVD 88 ORTHO HEIGHT -   258.913 (meters)      849.45  (feet) ADJUSTED
 QO2477  ______________________________________________________________________
 QO2477  GEOID HEIGHT    -        -27.316 (meters)                     GEOID18
 QO2477  DYNAMIC HEIGHT  -        258.909 (meters)      849.44  (feet) COMP
 QO2477  MODELED GRAVITY -    980,597.0   (mgal)                       NAVD 88
 QO2477
 QO2477  VERT ORDER      -  SECOND    CLASS I
 QO2477
 QO2477.The horizontal coordinates were determined by differentially corrected
 QO2477.hand held GPS observations or other comparable positioning techniques
 QO2477.and have an estimated accuracy of +/- 3 meters.
 QO2477
 QO2477.The orthometric height was determined by differential leveling and
 QO2477.adjusted by the NATIONAL GEODETIC SURVEY
 QO2477.in September 2013.
 QO2477
 QO2477.Significant digits in the geoid height do not necessarily reflect accuracy.
 QO2477.GEOID18 height accuracy estimate available here.
 QO2477
 QO2477.Click photographs - Photos may exist for this station.
 QO2477
 QO2477.The dynamic height is computed by dividing the NAVD 88
 QO2477.geopotential number by the normal gravity value computed on the
 QO2477.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QO2477.degrees latitude (g = 980.6199 gals.).
 QO2477
 QO2477.The modeled gravity was interpolated from observed gravity values.
 QO2477
 QO2477;                    North         East    Units  Estimated Accuracy
 QO2477;SPC MN S     -   333,652.0     855,081.2     MT  (+/- 3 meters HH1 GPS) 
 QO2477
 QO2477_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK7638394179(NAD 83)
 QO2477
 QO2477                          SUPERSEDED SURVEY CONTROL
 QO2477
 QO2477  NAVD 88 (06/23/95)  258.923  (m)          849.48   (f) SUPERSEDED  2 2
 QO2477
 QO2477.Superseded values are not recommended for survey control.
 QO2477
 QO2477.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QO2477.See file dsdata.pdf to determine how the superseded data were derived.
 QO2477
 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: SIGNAL POLE FOOTING
 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_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 QO2477+SATELLITE: SATELLITE OBSERVATIONS - March 27, 2012
 QO2477
 QO2477  HISTORY     - Date     Condition        Report By
 QO2477  HISTORY     - 19871001 MONUMENTED       MNDT
 QO2477  HISTORY     - 20070726 GOOD             MNDT
 QO2477  HISTORY     - 20120327 GOOD             MNDT
 QO2477
 QO2477                          STATION DESCRIPTION
 QO2477
 QO2477'DESCRIBED BY MN DEPT OF TRANSP 1987
 QO2477'THE MARK IS LOCATED IN THE CITY OF BROOKLYN PARK, 2.45 MI (3.94 KM)
 QO2477'NORTH ALONG TRUNK HIGHWAY 252 FROM ITS JUNCTION WITH INTERSTATE
 QO2477'HIGHWAY 694, IN THE SOUTHWEST QUADRANT AT THE INTERSECTION OF HIGHWAY
 QO2477'252 AND HUMBOLT AVENUE, AND IN THE SE 1/4 OF SECTION 23, T119N, R21W.
 QO2477'THE MARK, A STANDARD ALUMINUM MNDT VERTICAL CONTROL MONUMENT DISK
 QO2477'STAMPED---2748 V 1987---, IS SET IN A DRILL HOLE IN THE CONCRETE BASE
 QO2477'OF A CANTILEVERED TRAFFIC SIGNAL IN A RAISED ISLAND.
 QO2477
 QO2477                          STATION RECOVERY (2007)
 QO2477
 QO2477'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (BLB)
 QO2477'THE MARK IS LOCATED ABOUT 7.9 MI (12.7 KM) SOUTH-SOUTHEAST OF ANOKA,
 QO2477'5.4 MI (8.7 KM) WEST-NORTHWEST OF NEW BRIGHTON AND 5.2 MI (8.4 KM)
 QO2477'EAST-SOUTHEAST OF OSSEO.
 QO2477'
 QO2477'IN BROOKLYN PARK, 2.45 MI (3.9 KM) NORTH OF THE JUNCTION OF TRUNK
 QO2477'HIGHWAY 252 AND INTERSTATE HIGHWAY 694, IN SOUTHWEST QUADRANT OF THE
 QO2477'JUNCTION OF TRUNK HIGHWAY 252 AND HUMBOLDT AVENUE, IN WEST SIDE
 QO2477'CONCRETE BASE OF TRAFFIC SIGNAL, IN RAISED ISLAND.
 QO2477
 QO2477                          STATION RECOVERY (2012)
 QO2477
 QO2477'RECOVERY NOTE BY MN DEPT OF TRANSP 2012 (KMS)
 QO2477'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 QO2451 ***********************************************************************
 QO2451  DESIGNATION -  2748 Y
 QO2451  PID         -  QO2451
 QO2451  STATE/COUNTY-  MN/HENNEPIN
 QO2451  COUNTRY     -  US
 QO2451  USGS QUAD   -  COON RAPIDS (2019)
 QO2451
 QO2451                         *CURRENT SURVEY CONTROL
 QO2451  ______________________________________________________________________
 QO2451* NAD 83(1986) POSITION- 45 07 38.41   (N) 093 17 59.30   (W)   HD_HELD1
 QO2451* NAVD 88 ORTHO HEIGHT -   262.525 (meters)      861.30  (feet) ADJUSTED
 QO2451  ______________________________________________________________________
 QO2451  GEOID HEIGHT    -        -27.427 (meters)                     GEOID18
 QO2451  DYNAMIC HEIGHT  -        262.520 (meters)      861.28  (feet) COMP
 QO2451  MODELED GRAVITY -    980,590.4   (mgal)                       NAVD 88
 QO2451
 QO2451  VERT ORDER      -  SECOND    CLASS I
 QO2451
 QO2451.The horizontal coordinates were determined by differentially corrected
 QO2451.hand held GPS observations or other comparable positioning techniques
 QO2451.and have an estimated accuracy of +/- 3 meters.
 QO2451
 QO2451.The orthometric height was determined by differential leveling and
 QO2451.adjusted by the NATIONAL GEODETIC SURVEY
 QO2451.in October 1999.
 QO2451
 QO2451.Significant digits in the geoid height do not necessarily reflect accuracy.
 QO2451.GEOID18 height accuracy estimate available here.
 QO2451
 QO2451.Click photographs - Photos may exist for this station.
 QO2451
 QO2451.The dynamic height is computed by dividing the NAVD 88
 QO2451.geopotential number by the normal gravity value computed on the
 QO2451.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QO2451.degrees latitude (g = 980.6199 gals.).
 QO2451
 QO2451.The modeled gravity was interpolated from observed gravity values.
 QO2451
 QO2451;                    North         East    Units  Estimated Accuracy
 QO2451;SPC MN S     -   336,613.5     855,084.0     MT  (+/- 3 meters HH1 GPS) 
 QO2451
 QO2451_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK7642397139(NAD 83)
 QO2451
 QO2451                          SUPERSEDED SURVEY CONTROL
 QO2451
 QO2451  NAVD 88 (06/23/95)  262.521  (m)          861.29   (f) SUPERSEDED  2 2
 QO2451
 QO2451.Superseded values are not recommended for survey control.
 QO2451
 QO2451.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QO2451.See file dsdata.pdf to determine how the superseded data were derived.
 QO2451
 QO2451_MARKER: DV = VERTICAL CONTROL DISK
 QO2451_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 QO2451_SP_SET: BRIDGE RAILING
 QO2451_STAMPING: 2748 Y 1987
 QO2451_MARK LOGO: MNDT
 QO2451_MAGNETIC: N = NO MAGNETIC MATERIAL
 QO2451_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QO2451_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 QO2451+SATELLITE: SATELLITE OBSERVATIONS - March 15, 2012
 QO2451
 QO2451  HISTORY     - Date     Condition        Report By
 QO2451  HISTORY     - 19870901 MONUMENTED       MNDT
 QO2451  HISTORY     - 19920416 GOOD             MNDT
 QO2451  HISTORY     - 20011106 GOOD             MNDT
 QO2451  HISTORY     - 20060420 GOOD             MNDT
 QO2451  HISTORY     - 20070725 GOOD             MNDT
 QO2451  HISTORY     - 20110512 GOOD             MNDT
 QO2451  HISTORY     - 20120315 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 THE SW 1/4 OF SECTION 11,
 QO2451'T119N, R21W.  THE MARK, A STANDARD MNDT VERTICAL CONTROL
 QO2451'MONUMENT DISK STAMPED---2748 Y 1987---, IS SET IN THE TOP OF THE
 QO2451'CRASH RAIL IN THE SOUTHEAST CORNER OF BRIDGE NUMBER 27244, WEST RIVER
 QO2451'ROAD OVER TRUNK HIGHWAY 610.
 QO2451
 QO2451                          STATION RECOVERY (1992)
 QO2451
 QO2451'RECOVERY NOTE BY MN DEPT OF TRANSP 1992 (HTS)
 QO2451'THE MARK WAS RECOVERED IN GOOD CONDITION.
 QO2451
 QO2451                          STATION RECOVERY (2001)
 QO2451
 QO2451'RECOVERY NOTE BY MN DEPT OF TRANSP 2001 (WAS)
 QO2451'RECOVERED AS DESCRIBED.
 QO2451
 QO2451                          STATION RECOVERY (2006)
 QO2451
 QO2451'RECOVERY NOTE BY MN DEPT OF TRANSP 2006 (JC)
 QO2451'IN BROOKLYN PARK, 1.9 MILES WEST-SOUTHWEST OF JUNCTION OF TRUNK
 QO2451'HIGHWAY 610 AND TRUNK HIGHWAY 10-TRUNK HIGHWAY 47, IN CRASH RAILING AT
 QO2451'SOUTHEAST CORNER OF WEST RIVER ROAD BRIDGE 27244 OVER TRUNK HIGHWAY
 QO2451'610, 24.0 FEET SOUTH OF WEST RIVER ROAD, 14.2 FEET NORTHWEST OF POWER
 QO2451'POLE, 1.4 FEET WEST OF BRIDGE RAIL EDGE
 QO2451
 QO2451                          STATION RECOVERY (2007)
 QO2451
 QO2451'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (BLB)
 QO2451'THE MARK IS LOCATED ABOUT 6.4 MI (10.3 KM) SOUTHEAST OF ANOKA, 6.4 MI
 QO2451'(10.3 KM) NORTHWEST OF NEW BRIGHTON AND 5.0 MI (8.0 KM) EAST OF OSSEO.
 QO2451'TO REACH TO THE MARK IN BROOKLYN PARK, 1.9 MI (3.1 KM) WEST-SOUTHWEST
 QO2451'OF THE JUNCTION OF TRUNK HIGHWAY 610 AND TRUNK HIGHWAY 10-TRUNK
 QO2451'HIGHWAY 47, IN CRASH RAILING AT SOUTHEAST CORNER OF WEST RIVER ROAD
 QO2451'BRIDGE 27244 OVER TRUNK HIGHWAY 610, 24.0 FT (7.3 M) SOUTH OF WEST
 QO2451'RIVER ROAD, 14.2 FT (4.3 M) NORTHWEST OF POWER POLE, 1.4 FT (0.4 M)
 QO2451'WEST OF BRIDGE RAIL EDGE.
 QO2451
 QO2451                          STATION RECOVERY (2011)
 QO2451
 QO2451'RECOVERY NOTE BY MN DEPT OF TRANSP 2011 (PJG)
 QO2451'IN BROOKLYN PARK, 2.0 MI (3.2 KM) WEST-SOUTHWEST ALONG TRUNK HIGHWAY
 QO2451'610 WEST  FROM THE JUNCTION OF TRUNK HIGHWAY 610 AND TRUNK HIGHWAY
 QO2451'10/TRUNK HIGHWAY 47, IN CRASH RAILING AT SOUTHEAST CORNER OF WEST
 QO2451'RIVER ROAD BRIDGE 27244 OVER TRUNK HIGHWAY 610, 24.0 FT (7.3 M) SOUTH
 QO2451'OF WEST RIVER ROAD, 14.2 FT (4.3 M) NORTHWEST OF POWER POLE, 1.4 FT
 QO2451'(0.4 M) WEST OF BRIDGE RAIL EDGE.
 QO2451
 QO2451                          STATION RECOVERY (2012)
 QO2451
 QO2451'RECOVERY NOTE BY MN DEPT OF TRANSP 2012 (PJG)
 QO2451'IN BROOKLYN PARK, IN BRIDGE RAILING IN SOUTHEAST CORNER OF WEST RIVER
 QO2451'ROAD BRIDGE NUMBER 27244 OVER TRUNK HIGHWAY 610, 2.0 MI (3.2 KM)
 QO2451'WEST-SOUTHWEST ALONG TRUNK HIGHWAY 610 WEST  FROM THE JUNCTION OF
 QO2451'TRUNK HIGHWAY 610 WEST AND TRUNK HIGHWAY 10/ TRUNK HIGHWAY 47, 24.0 FT
 QO2451'(7.3 M) SOUTH OF WEST RIVER ROAD, 14.2 FT (4.3 M) NORTHWEST OF POWER
 QO2451'POLE, 1.4 FT (0.4 M) WEST OF BRIDGE RAIL END.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DO4987 ***********************************************************************
 DO4987  DESIGNATION -  2748 Y 1
 DO4987  PID         -  DO4987
 DO4987  STATE/COUNTY-  MN/HENNEPIN
 DO4987  COUNTRY     -  US
 DO4987  USGS QUAD   -  COON RAPIDS (2019)
 DO4987
 DO4987                         *CURRENT SURVEY CONTROL
 DO4987  ______________________________________________________________________
 DO4987* NAD 83(1986) POSITION- 45 08 33.9    (N) 093 18 46.9    (W)   HD_HELD2
 DO4987* NAVD 88 ORTHO HEIGHT -   254.864 (meters)      836.17  (feet) ADJUSTED
 DO4987  ______________________________________________________________________
 DO4987  GEOID HEIGHT    -        -27.518 (meters)                     GEOID18
 DO4987  DYNAMIC HEIGHT  -        254.856 (meters)      836.14  (feet) COMP
 DO4987  MODELED GRAVITY -    980,581.0   (mgal)                       NAVD 88
 DO4987
 DO4987  VERT ORDER      -  SECOND    CLASS I
 DO4987
 DO4987.The horizontal coordinates were established by autonomous hand held GPS
 DO4987.observations and have an estimated accuracy of +/- 10 meters.
 DO4987
 DO4987.The orthometric height was determined by differential leveling and
 DO4987.adjusted by the NATIONAL GEODETIC SURVEY
 DO4987.in September 2013.
 DO4987
 DO4987.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO4987.GEOID18 height accuracy estimate available here.
 DO4987
 DO4987.Click photographs - Photos may exist for this station.
 DO4987
 DO4987.The dynamic height is computed by dividing the NAVD 88
 DO4987.geopotential number by the normal gravity value computed on the
 DO4987.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO4987.degrees latitude (g = 980.6199 gals.).
 DO4987
 DO4987.The modeled gravity was interpolated from observed gravity values.
 DO4987
 DO4987;                    North         East    Units  Estimated Accuracy
 DO4987;SPC MN S     -   338,318.      854,029.      MT  (+/- 10 meters HH2 GPS)
 DO4987
 DO4987_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK7538998855(NAD 83)
 DO4987
 DO4987                          SUPERSEDED SURVEY CONTROL
 DO4987
 DO4987.No superseded survey control is available for this station.
 DO4987
 DO4987_MARKER: DD = SURVEY DISK
 DO4987_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DO4987_SP_SET: BRIDGE ABUTMENT
 DO4987_STAMPING: 2748 Y 1 2012
 DO4987_MARK LOGO: MNDT
 DO4987_MAGNETIC: N = NO MAGNETIC MATERIAL
 DO4987_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DO4987_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DO4987+SATELLITE: SATELLITE OBSERVATIONS - May 11, 2012
 DO4987
 DO4987  HISTORY     - Date     Condition        Report By
 DO4987  HISTORY     - 20120511 MONUMENTED       MNDT
 DO4987
 DO4987                          STATION DESCRIPTION
 DO4987
 DO4987'DESCRIBED BY MN DEPT OF TRANSP 2012
 DO4987'THE MARK IS IN BROOKLYN PARK IN A PARK WEST OF THE DAM.
 DO4987'
 DO4987'TO REACH THE MARK GO 2.5 MI (4.0 KM) NORTHEAST FROM THE JUNCTION OF
 DO4987'TRUNK HIGHWAY 610 AND NOBLE PARKWAY.  0.2 MI (0.3 KM) NORTHEAST OF THE
 DO4987'ENTRANCE OF THE PARK FROM WEST RIVER ROAD.
 DO4987'
 DO4987'LOCATED 250 FT (76.2 M) NORTHEAST FROM THE CENTER OF THE CUL-DE-SAC
 DO4987'TURN AROUND, 58.8 FT (17.9 M) NORTHEAST OF THE SOUTHWEST CORNER OF A
 DO4987'RETAINING WALL ON THE NORTHERLY SIDE OF BITUMINOUS PATH, 6.82 FT (2.1
 DO4987'M) NORTHEAST OF EDGE OF CONCRETE, 1.2 FT (0.4 M) SOUTHWEST OF CONCRETE
 DO4987'FACE, 1.39 FT (0.4 M) NORTHWEST OF CONCRETE WALL FACE, 0.85 FT (26 CM)
 DO4987'SOUTHWEST OF A FENCE.
 DO4987'
 DO4987'NOTE -THE STATION IS IN THE TOP OF ABUTMENT ON THE UPSTREAM POOL SIDE
 DO4987'AT THE SOUTHWEST CORNER OF DAM, ACCESS TO THE MARK IS ON THE
 DO4987'NORTHWEST SIDE OF THE BITUMINOUS PATH.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DO4988 ***********************************************************************
 DO4988  DESIGNATION -  2748 Y 2
 DO4988  PID         -  DO4988
 DO4988  STATE/COUNTY-  MN/HENNEPIN
 DO4988  COUNTRY     -  US
 DO4988  USGS QUAD   -  COON RAPIDS (2019)
 DO4988
 DO4988                         *CURRENT SURVEY CONTROL
 DO4988  ______________________________________________________________________
 DO4988* NAD 83(1986) POSITION- 45 08 33.5    (N) 093 18 45.7    (W)   HD_HELD2
 DO4988* NAVD 88 ORTHO HEIGHT -   251.180 (meters)      824.08  (feet) ADJUSTED
 DO4988  ______________________________________________________________________
 DO4988  GEOID HEIGHT    -        -27.517 (meters)                     GEOID18
 DO4988  DYNAMIC HEIGHT  -        251.173 (meters)      824.06  (feet) COMP
 DO4988  MODELED GRAVITY -    980,581.0   (mgal)                       NAVD 88
 DO4988
 DO4988  VERT ORDER      -  SECOND    CLASS I
 DO4988
 DO4988.The horizontal coordinates were established by autonomous hand held GPS
 DO4988.observations and have an estimated accuracy of +/- 10 meters.
 DO4988
 DO4988.The orthometric height was determined by differential leveling and
 DO4988.adjusted by the NATIONAL GEODETIC SURVEY
 DO4988.in September 2013.
 DO4988
 DO4988.No vertical observational check was made to the station.
 DO4988
 DO4988.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO4988.GEOID18 height accuracy estimate available here.
 DO4988
 DO4988.Click photographs - Photos may exist for this station.
 DO4988
 DO4988.The dynamic height is computed by dividing the NAVD 88
 DO4988.geopotential number by the normal gravity value computed on the
 DO4988.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO4988.degrees latitude (g = 980.6199 gals.).
 DO4988
 DO4988.The modeled gravity was interpolated from observed gravity values.
 DO4988
 DO4988;                    North         East    Units  Estimated Accuracy
 DO4988;SPC MN S     -   338,305.      854,056.      MT  (+/- 10 meters HH2 GPS)
 DO4988
 DO4988_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK7541698843(NAD 83)
 DO4988
 DO4988                          SUPERSEDED SURVEY CONTROL
 DO4988
 DO4988.No superseded survey control is available for this station.
 DO4988
 DO4988_MARKER: DD = SURVEY DISK
 DO4988_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DO4988_SP_SET: BRIDGE ABUTMENT
 DO4988_STAMPING: 2748 Y 2 2012
 DO4988_MARK LOGO: MNDT
 DO4988_MAGNETIC: N = NO MAGNETIC MATERIAL
 DO4988_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DO4988_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DO4988+SATELLITE: SATELLITE OBSERVATIONS - May 11, 2012
 DO4988
 DO4988  HISTORY     - Date     Condition        Report By
 DO4988  HISTORY     - 20120511 MONUMENTED       MNDT
 DO4988
 DO4988                          STATION DESCRIPTION
 DO4988
 DO4988'DESCRIBED BY MN DEPT OF TRANSP 2012
 DO4988'THE MARK IS IN BROOKLYN PARK, IN THE PARK WEST OF THE DAM.
 DO4988'
 DO4988'TO REACH THE MARK GO 2.5 MI (4.0 KM) NORTHEAST FROM THE JUNCTION OF
 DO4988'TRUNK HIGHWAY 610 AND NOBLE PARKWAY.  0.2 MI (0.3 KM) NORTHEAST OF THE
 DO4988'ENTRANCE TO THE PARK FROM WEST RIVER ROAD.
 DO4988'
 DO4988'LOCATED 285 FT (86.9 M) NORTHEAST FROM THE CENTER OF THE CUL-DE-SAC
 DO4988'TURN AROUND, 23.0 FT (7.0 M) NORTHEAST OF THE SOUTHEAST CORNER OF DAM
 DO4988'CONTROL BUILDING, 15.94 FT (4.9 M) SOUTHEAST OF THE NORTHEAST CORNER
 DO4988'OF DAM CONTROL BUILDING, 1.35 FT (0.4 M) SOUTHWEST OF FRONT FACE OF
 DO4988'WING WALL, 0.78 FT (24 CM) SOUTHWEST OF HAND RAIL.
 DO4988'
 DO4988'NOTE - THE STATION IS IN THE TOP OF ABUTMENT ON THE DOWNSTREAM SIDE
 DO4988'NEAR THE NORTHEAST CORNER OF DAM CONTROL BUILDING, ACCESS TO THE MARK
 DO4988'IS BY TRAIL LEADING TO DAM CONTROL BUILDING.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DO4989 ***********************************************************************
 DO4989  DESIGNATION -  2748 Y 3
 DO4989  PID         -  DO4989
 DO4989  STATE/COUNTY-  MN/ANOKA
 DO4989  COUNTRY     -  US
 DO4989  USGS QUAD   -  COON RAPIDS (2019)
 DO4989
 DO4989                         *CURRENT SURVEY CONTROL
 DO4989  ______________________________________________________________________
 DO4989* NAD 83(1986) POSITION- 45 08 42.4    (N) 093 18 35.2    (W)   HD_HELD2
 DO4989* NAVD 88 ORTHO HEIGHT -   252.463 (meters)      828.29  (feet) ADJUSTED
 DO4989  ______________________________________________________________________
 DO4989  GEOID HEIGHT    -        -27.526 (meters)                     GEOID18
 DO4989  DYNAMIC HEIGHT  -        252.456 (meters)      828.27  (feet) COMP
 DO4989  MODELED GRAVITY -    980,580.6   (mgal)                       NAVD 88
 DO4989
 DO4989  VERT ORDER      -  SECOND    CLASS I
 DO4989
 DO4989.The horizontal coordinates were established by autonomous hand held GPS
 DO4989.observations and have an estimated accuracy of +/- 10 meters.
 DO4989
 DO4989.The orthometric height was determined by differential leveling and
 DO4989.adjusted by the NATIONAL GEODETIC SURVEY
 DO4989.in September 2013.
 DO4989
 DO4989.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO4989.GEOID18 height accuracy estimate available here.
 DO4989
 DO4989.Click photographs - Photos may exist for this station.
 DO4989
 DO4989.The dynamic height is computed by dividing the NAVD 88
 DO4989.geopotential number by the normal gravity value computed on the
 DO4989.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO4989.degrees latitude (g = 980.6199 gals.).
 DO4989
 DO4989.The modeled gravity was interpolated from observed gravity values.
 DO4989
 DO4989;                    North         East    Units  Estimated Accuracy
 DO4989;SPC MN S     -   338,582.      854,283.      MT  (+/- 10 meters HH2 GPS)
 DO4989
 DO4989_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK7564699117(NAD 83)
 DO4989
 DO4989                          SUPERSEDED SURVEY CONTROL
 DO4989
 DO4989.No superseded survey control is available for this station.
 DO4989
 DO4989_MARKER: DD = SURVEY DISK
 DO4989_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DO4989_SP_SET: BRIDGE ABUTMENT
 DO4989_STAMPING: 2748 Y 3 2012
 DO4989_MARK LOGO: MNDT
 DO4989_MAGNETIC: N = NO MAGNETIC MATERIAL
 DO4989_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DO4989_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DO4989+SATELLITE: SATELLITE OBSERVATIONS - May 11, 2012
 DO4989
 DO4989  HISTORY     - Date     Condition        Report By
 DO4989  HISTORY     - 20120511 MONUMENTED       MNDT
 DO4989
 DO4989                          STATION DESCRIPTION
 DO4989
 DO4989'DESCRIBED BY MN DEPT OF TRANSP 2012
 DO4989'THE MARK IS IN THE NORTH PARK BETWEEN DAMS ON DUNN ISLAND.
 DO4989'
 DO4989'TO REACH THE MARK GO 0.75 MI (1.2 KM) SOUTHWEST FROM THE JUNCTION OF
 DO4989'EAST RIVER ROAD AND EGRET BOULEVARD NORTHWEST.
 DO4989'
 DO4989'LOCATED 600 FT (182.9 M) SOUTH OF THE SOUTHEAST CORNER OF THE
 DO4989'VISITORS CENTER, 4.42 FT (1.3 M) SOUTHEAST OF THE INTERSECTION
 DO4989'OF THE EAST FACE OF THE ELEVATED CONCRETE WALKWAY AND THE
 DO4989'NORTH FACE OF THE WING WALL, 1.12 FT (0.3 M) SOUTH OF THE NORTH FACE
 DO4989'OF THE CONCRETE WING WALL, 0.4 FT (12 CM) SOUTH OF THE FENCE, 0.38 FT
 DO4989'(12 CM) NORTH OF THE SOUTH FACE OF THE CONCRETE WING WALL.
 DO4989'
 DO4989'NOTE - STATION IS IN ABUTMENT ON THE DOWNSTREAM SIDE OF THE SOUTHEAST
 DO4989'CORNER OF THE OLD HYDRO ELECTRIC DAM, ACCESS TO MARK IS BY TRAIL
 DO4989'LEADING TO THE DAM.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DO4990 ***********************************************************************
 DO4990  DESIGNATION -  2748 Y 4
 DO4990  PID         -  DO4990
 DO4990  STATE/COUNTY-  MN/ANOKA
 DO4990  COUNTRY     -  US
 DO4990  USGS QUAD   -  COON RAPIDS (2019)
 DO4990
 DO4990                         *CURRENT SURVEY CONTROL
 DO4990  ______________________________________________________________________
 DO4990* NAD 83(1986) POSITION- 45 08 45.7    (N) 093 18 34.8    (W)   HD_HELD2
 DO4990* NAVD 88 ORTHO HEIGHT -   252.453 (meters)      828.26  (feet) ADJUSTED
 DO4990  ______________________________________________________________________
 DO4990  GEOID HEIGHT    -        -27.530 (meters)                     GEOID18
 DO4990  DYNAMIC HEIGHT  -        252.446 (meters)      828.23  (feet) COMP
 DO4990  MODELED GRAVITY -    980,580.3   (mgal)                       NAVD 88
 DO4990
 DO4990  VERT ORDER      -  SECOND    CLASS I
 DO4990
 DO4990.The horizontal coordinates were established by autonomous hand held GPS
 DO4990.observations and have an estimated accuracy of +/- 10 meters.
 DO4990
 DO4990.The orthometric height was determined by differential leveling and
 DO4990.adjusted by the NATIONAL GEODETIC SURVEY
 DO4990.in September 2013.
 DO4990
 DO4990.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO4990.GEOID18 height accuracy estimate available here.
 DO4990
 DO4990.Click photographs - Photos may exist for this station.
 DO4990
 DO4990.The dynamic height is computed by dividing the NAVD 88
 DO4990.geopotential number by the normal gravity value computed on the
 DO4990.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO4990.degrees latitude (g = 980.6199 gals.).
 DO4990
 DO4990.The modeled gravity was interpolated from observed gravity values.
 DO4990
 DO4990;                    North         East    Units  Estimated Accuracy
 DO4990;SPC MN S     -   338,684.      854,291.      MT  (+/- 10 meters HH2 GPS)
 DO4990
 DO4990_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK7565599219(NAD 83)
 DO4990
 DO4990                          SUPERSEDED SURVEY CONTROL
 DO4990
 DO4990.No superseded survey control is available for this station.
 DO4990
 DO4990_MARKER: DD = SURVEY DISK
 DO4990_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DO4990_SP_SET: BRIDGE ABUTMENT
 DO4990_STAMPING: 2748 Y 4 2012
 DO4990_MARK LOGO: MNDT
 DO4990_MAGNETIC: N = NO MAGNETIC MATERIAL
 DO4990_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DO4990_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DO4990+SATELLITE: SATELLITE OBSERVATIONS - May 11, 2012
 DO4990
 DO4990  HISTORY     - Date     Condition        Report By
 DO4990  HISTORY     - 20120511 MONUMENTED       MNDT
 DO4990
 DO4990                          STATION DESCRIPTION
 DO4990
 DO4990'DESCRIBED BY MN DEPT OF TRANSP 2012
 DO4990'THE MARK IS IN THE PARK NEAR THE NORTH END OF THE NORTH DAM.
 DO4990'
 DO4990'TO REACH THE MARK GO 0.75 MI (1.2 KM) SOUTHWEST FROM THE JUNCTION OF
 DO4990'EAST RIVER ROAD AND EGRET BOULEVARD NORTHWEST.
 DO4990'
 DO4990'LOCATED 270 FT (82.3 M) SOUTH OF THE SOUTHEAST CORNER OF THE DAM'S
 DO4990'VISITORS CENTER, 10.95 FT (3.3 M) SOUTHEAST OF LIGHT POLE, 12.7 FT
 DO4990'(3.9 M) NORTHEAST OF MANHOLE, 0.4 FT (12 CM) SOUTH OF THE NORTH FACE
 DO4990'OF THE CONCRETE WING WALL, 0.4 FT (12 CM) SOUTH OF THE FENCE.
 DO4990'
 DO4990'NOTE-STATION IS IN ABUTMENT ON THE DOWNSTREAM SIDE OF THE NORTHEAST
 DO4990'CORNER OF THE OLD HYDRO ELECTRIC DAM, ACCESS TO MARK IS BY TRAIL
 DO4990'LEADING TO THE DAM.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 QO2452 ***********************************************************************
 QO2452  DESIGNATION -  2748 Z
 QO2452  PID         -  QO2452
 QO2452  STATE/COUNTY-  MN/HENNEPIN
 QO2452  COUNTRY     -  US
 QO2452  USGS QUAD   -  COON RAPIDS (2019)
 QO2452
 QO2452                         *CURRENT SURVEY CONTROL
 QO2452  ______________________________________________________________________
 QO2452* NAD 83(1986) POSITION- 45 07 41.55   (N) 093 17 59.91   (W)   HD_HELD1
 QO2452* NAVD 88 ORTHO HEIGHT -   255.873 (meters)      839.48  (feet) ADJUSTED
 QO2452  ______________________________________________________________________
 QO2452  GEOID HEIGHT    -        -27.431 (meters)                     GEOID18
 QO2452  DYNAMIC HEIGHT  -        255.868 (meters)      839.46  (feet) COMP
 QO2452  MODELED GRAVITY -    980,590.2   (mgal)                       NAVD 88
 QO2452
 QO2452  VERT ORDER      -  SECOND    CLASS I
 QO2452
 QO2452.The horizontal coordinates were determined by differentially corrected
 QO2452.hand held GPS observations or other comparable positioning techniques
 QO2452.and have an estimated accuracy of +/- 3 meters.
 QO2452
 QO2452.The orthometric height was determined by differential leveling and
 QO2452.adjusted by the NATIONAL GEODETIC SURVEY
 QO2452.in October 1999.
 QO2452
 QO2452.Significant digits in the geoid height do not necessarily reflect accuracy.
 QO2452.GEOID18 height accuracy estimate available here.
 QO2452
 QO2452.Click photographs - Photos may exist for this station.
 QO2452
 QO2452.The dynamic height is computed by dividing the NAVD 88
 QO2452.geopotential number by the normal gravity value computed on the
 QO2452.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QO2452.degrees latitude (g = 980.6199 gals.).
 QO2452
 QO2452.The modeled gravity was interpolated from observed gravity values.
 QO2452
 QO2452;                    North         East    Units  Estimated Accuracy
 QO2452;SPC MN S     -   336,710.3     855,069.9     MT  (+/- 3 meters HH1 GPS) 
 QO2452
 QO2452_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK7641097236(NAD 83)
 QO2452
 QO2452                          SUPERSEDED SURVEY CONTROL
 QO2452
 QO2452  NAVD 88 (06/23/95)  255.868  (m)          839.46   (f) SUPERSEDED  2 2
 QO2452
 QO2452.Superseded values are not recommended for survey control.
 QO2452
 QO2452.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QO2452.See file dsdata.pdf to determine how the superseded data were derived.
 QO2452
 QO2452_MARKER: DV = VERTICAL CONTROL DISK
 QO2452_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 QO2452_SP_SET: BRIDGE RAILING
 QO2452_STAMPING: 2748 Z 1987
 QO2452_MARK LOGO: MNDT
 QO2452_MAGNETIC: N = NO MAGNETIC MATERIAL
 QO2452_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QO2452_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 QO2452+SATELLITE: SATELLITE OBSERVATIONS - May 11, 2012
 QO2452
 QO2452  HISTORY     - Date     Condition        Report By
 QO2452  HISTORY     - 1987     MONUMENTED       MNDT
 QO2452  HISTORY     - 19920416 GOOD             MNDT
 QO2452  HISTORY     - 20011106 GOOD             MNDT
 QO2452  HISTORY     - 20070725 GOOD             MNDT
 QO2452  HISTORY     - 20120511 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 THE SOUTHWEST 1/4 OF SECTION 35,
 QO2452'T31N, R24W.  THE MARK, A STANDARD MNDT VERTICAL CONTROL MONUMENT DISK
 QO2452'STAMPED---2748 Z 1987---, IS SET IN THE TOP OF THE CRASH RAIL IN THE
 QO2452'NORTHWEST CORNER OF BRIDGE NUMBER 27239, TRUNK HIGHWAY 610 OVER THE
 QO2452'MISSISSIPPI RIVER.
 QO2452
 QO2452                          STATION RECOVERY (1992)
 QO2452
 QO2452'RECOVERY NOTE BY MN DEPT OF TRANSP 1992 (HTS)
 QO2452'RECOVERED IN GOOD CONDITION.
 QO2452
 QO2452                          STATION RECOVERY (2001)
 QO2452
 QO2452'RECOVERY NOTE BY MN DEPT OF TRANSP 2001 (WAS)
 QO2452'RECOVERED AS DESCRIBED.
 QO2452
 QO2452                          STATION RECOVERY (2007)
 QO2452
 QO2452'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (BLB)
 QO2452'THE MARK IS LOCATED ABOUT 6.5 MI (10.5 KM) NORTHWEST OF NEW BRIGHTON,
 QO2452'6.4 MI (10.3 KM) SOUTHEAST OF ANOKA AND 5.0 MI (8.0 KM) EAST OF OSSEO.
 QO2452'
 QO2452'TO REACH TO THE MARK IN BROOKLYN PARK, 1.9 MI (3.1 KM) WEST-SOUTHWEST
 QO2452'OF THE JUNCTION OF TRUNK HIGHWAY 610 AND TRUNK HIGHWAY 10-TRUNK
 QO2452'HIGHWAY 47, IN CRASH RAILING AT NORTHWEST CORNER OF TRUNK HIGHWAY 610
 QO2452'BRIDGE 27239 OVER MISSISSIPPI RIVER, 16.2 FT (4.9 M) NORTH OF
 QO2452'SOUTH-BOUND TRUNK HIGHWAY 610, 4.0 FT (1.2 M) EAST OF CHAIN LINK FENCE
 QO2452'POST, 3.2 FT (1.0 M) EAST OF THE NORTHWEST CORNER OF BRIDGE RAIL.
 QO2452
 QO2452                          STATION RECOVERY (2012)
 QO2452
 QO2452'RECOVERY NOTE BY MN DEPT OF TRANSP 2012 (NMH)
 QO2452'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DL6712 ***********************************************************************
 DL6712  DESIGNATION -  2750 AA
 DL6712  PID         -  DL6712
 DL6712  STATE/COUNTY-  MN/HENNEPIN
 DL6712  COUNTRY     -  US
 DL6712  USGS QUAD   -  OSSEO (2019)
 DL6712
 DL6712                         *CURRENT SURVEY CONTROL
 DL6712  ______________________________________________________________________
 DL6712* NAD 83(2011) POSITION- 45 06 38.83844(N) 093 23 24.65515(W)   ADJUSTED
 DL6712* NAD 83(2011) ELLIP HT-   241.493 (meters)        (06/27/12)   ADJUSTED
 DL6712* NAD 83(2011) EPOCH   -  2010.00
 DL6712* NAVD 88 ORTHO HEIGHT -   268.953 (meters)      882.39  (feet) ADJUSTED
 DL6712  ______________________________________________________________________
 DL6712  GEOID HEIGHT    -        -27.464 (meters)                     GEOID18
 DL6712  NAD 83(2011) X  -   -266,643.917 (meters)                     COMP
 DL6712  NAD 83(2011) Y  - -4,501,155.890 (meters)                     COMP
 DL6712  NAD 83(2011) Z  -  4,496,217.144 (meters)                     COMP
 DL6712  LAPLACE CORR    -          4.23  (seconds)                    DEFLEC18
 DL6712  DYNAMIC HEIGHT  -        268.944 (meters)      882.36  (feet) COMP
 DL6712  MODELED GRAVITY -    980,576.6   (mgal)                       NAVD 88
 DL6712
 DL6712  VERT ORDER      -  SECOND    CLASS I
 DL6712
 DL6712  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DL6712  Standards:
 DL6712         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DL6712            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DL6712  -------------------------------------------------------------------
 DL6712  NETWORK    0.20   0.35           0.09   0.07   0.18      0.02311854
 DL6712  -------------------------------------------------------------------
 DL6712  Click here for local accuracies and other accuracy information.
 DL6712
 DL6712.The horizontal coordinates were established by GPS observations
 DL6712.and adjusted by the National Geodetic Survey in June 2012.
 DL6712
 DL6712.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DL6712.been affixed to the stable North American tectonic plate. See 
 DL6712.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DL6712
 DL6712.The horizontal coordinates are valid at the epoch date displayed above
 DL6712.which is a decimal equivalence of Year/Month/Day.
 DL6712
 DL6712.The orthometric height was determined by differential leveling and
 DL6712.adjusted by the NATIONAL GEODETIC SURVEY
 DL6712.in September 2013.
 DL6712
 DL6712.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL6712.GEOID18 height accuracy estimate available here.
 DL6712
 DL6712.Click photographs - Photos may exist for this station.
 DL6712
 DL6712.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DL6712
 DL6712.The Laplace correction was computed from DEFLEC18 derived deflections.
 DL6712
 DL6712.The ellipsoidal height was determined by GPS observations
 DL6712.and is referenced to NAD 83.
 DL6712
 DL6712.The dynamic height is computed by dividing the NAVD 88
 DL6712.geopotential number by the normal gravity value computed on the
 DL6712.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL6712.degrees latitude (g = 980.6199 gals.).
 DL6712
 DL6712.The modeled gravity was interpolated from observed gravity values.
 DL6712
 DL6712. The following values were computed from the NAD 83(2011) position.
 DL6712
 DL6712;                    North         East     Units Scale Factor Converg.
 DL6712;SPC MN S     -   334,717.631   847,987.997   MT  0.99997859   +0 25 38.8
 DL6712;SPC MN S     - 1,098,152.76  2,782,107.29   sFT  0.99997859   +0 25 38.8
 DL6712;UTM  15      - 4,995,331.755   469,307.013   MT  0.99961158   -0 16 35.2
 DL6712
 DL6712!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DL6712!SPC MN S     -   0.99996214  x   0.99997859  =   0.99994073
 DL6712!UTM  15      -   0.99996214  x   0.99961158  =   0.99957373
 DL6712
 DL6712:                Primary Azimuth Mark                     Grid Az
 DL6712:SPC MN S     -  2750 AF                                  344 22 21.5
 DL6712:UTM  15      -  2750 AF                                  345 04 35.5
 DL6712
 DL6712_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK6930795331(NAD 83)
 DL6712
 DL6712|---------------------------------------------------------------------|
 DL6712| PID    Reference Object                     Distance      Geod. Az  |
 DL6712|                                                           dddmmss.s |
 DL6712| DL6711 2721 Z                              335.875 METERS 23812     |
 DL6712| DL6713 2750 AB                             159.951 METERS 26238     |
 DL6712| DL6714 2750 AC                             334.514 METERS 33520     |
 DL6712| DL6717 2750 AF                             APPROX. 0.6 KM 3444800.3 |
 DL6712| DL6715 2750 AD                             301.990 METERS 34922     |
 DL6712| DL6716 2750 AE                             APPROX. 0.6 KM 3593122.8 |
 DL6712|---------------------------------------------------------------------|
 DL6712
 DL6712                          SUPERSEDED SURVEY CONTROL
 DL6712
 DL6712  NAD 83(2007)-  45 06 38.83879(N)    093 23 24.65587(W) AD(2002.00) 1
 DL6712  ELLIP H (03/18/10)  241.502  (m)                       GP(2002.00) 3 2
 DL6712  NAVD 88             268.95   (m)          882.4    (f) LEVELING    3  
 DL6712
 DL6712.Superseded values are not recommended for survey control.
 DL6712
 DL6712.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL6712.See file dsdata.pdf to determine how the superseded data were derived.
 DL6712
 DL6712_MARKER: I = METAL ROD
 DL6712_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DL6712_STAMPING: 2750 AA 2008
 DL6712_MARK LOGO: MNDT
 DL6712_PROJECTION: RECESSED 3 CENTIMETERS
 DL6712_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DL6712_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL6712_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL6712+SATELLITE: SATELLITE OBSERVATIONS - May 29, 2012
 DL6712_ROD/PIPE-DEPTH: 10.7 meters
 DL6712
 DL6712  HISTORY     - Date     Condition        Report By
 DL6712  HISTORY     - 20080609 MONUMENTED       MNDT
 DL6712  HISTORY     - 2008     GOOD             MNDT
 DL6712  HISTORY     - 20120529 GOOD             MNDT
 DL6712
 DL6712                          STATION DESCRIPTION
 DL6712
 DL6712'DESCRIBED BY MN DEPT OF TRANSP 2008
 DL6712'THE MARK IS IN BROOKLYN PARK, 0.1 MILE NORTH ALONG COUNTY ROAD 169
 DL6712'FROM THE JUNCTION OF COUNTY ROAD 109 (85TH AVENUE) AND TRUNK HIGHWAY
 DL6712'169, AT TRUNK HIGHWAY 169 MILEPOINT 139.9, 300.0 FEET EAST OF
 DL6712'NORTHBOUND TRUNK HGIHWAY 169, 39.1 FEET SOUTHWEST OF BACK PACKING LOT
 DL6712'CURB (SAUVI FORMAL WEAR), 81.2 FEET SOUTHEAST OF POWER POLE WITH GUY
 DL6712'WIRE, 120.9 FEET NORTH-NORTHWEST OF SOUTH POWER POLE, 1.2 FEET WEST OF
 DL6712'WITNESS POST.
 DL6712
 DL6712                          STATION RECOVERY (2008)
 DL6712
 DL6712'RECOVERY NOTE BY MN DEPT OF TRANSP 2008 (PJG)
 DL6712'RECOVERED AS DESCRIBED.
 DL6712
 DL6712                          STATION RECOVERY (2012)
 DL6712
 DL6712'RECOVERY NOTE BY MN DEPT OF TRANSP 2012 (JXD)
 DL6712'IN BROOKLYN PARK, 0.1 MILE NORTH ALONG COUNTY ROAD 169 FROM THE
 DL6712'JUNCTION OF COUNTY ROAD 109 (85TH AVENUE) AND TRUNK HIGHWAY 169, AT
 DL6712'TRUNK HIGHWAY 169 MILEPOINT 139.9, 300.0 FEET EAST OF NORTHBOUND TRUNK
 DL6712'HIGHWAY 169, 39.1 FEET SOUTHWEST OF BACK PACKING LOT CURB (SUAVI
 DL6712'FORMAL WEAR), 81.2 FEET SOUTHEAST OF POWER POLE WITH GUY WIRE, 120.9
 DL6712'FEET NORTH-NORTHWEST OF SOUTH POWER POLE, 1.2 FEET WEST OF WITNESS
 DL6712'POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DL6713 ***********************************************************************
 DL6713  DESIGNATION -  2750 AB
 DL6713  PID         -  DL6713
 DL6713  STATE/COUNTY-  MN/HENNEPIN
 DL6713  COUNTRY     -  US
 DL6713  USGS QUAD   -  OSSEO (2019)
 DL6713
 DL6713                         *CURRENT SURVEY CONTROL
 DL6713  ______________________________________________________________________
 DL6713* NAD 83(2011) POSITION- 45 06 38.17408(N) 093 23 31.91190(W)   ADJUSTED
 DL6713* NAD 83(2011) ELLIP HT-   242.769 (meters)        (06/27/12)   ADJUSTED
 DL6713* NAD 83(2011) EPOCH   -  2010.00
 DL6713* NAVD 88 ORTHO HEIGHT -   270.233 (meters)      886.59  (feet) ADJUSTED
 DL6713  ______________________________________________________________________
 DL6713  GEOID HEIGHT    -        -27.466 (meters)                     GEOID18
 DL6713  NAD 83(2011) X  -   -266,803.188 (meters)                     COMP
 DL6713  NAD 83(2011) Y  - -4,501,161.910 (meters)                     COMP
 DL6713  NAD 83(2011) Z  -  4,496,203.574 (meters)                     COMP
 DL6713  LAPLACE CORR    -          4.27  (seconds)                    DEFLEC18
 DL6713  DYNAMIC HEIGHT  -        270.224 (meters)      886.56  (feet) COMP
 DL6713  MODELED GRAVITY -    980,576.2   (mgal)                       NAVD 88
 DL6713
 DL6713  VERT ORDER      -  SECOND    CLASS I
 DL6713
 DL6713  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DL6713  Standards:
 DL6713         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DL6713            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DL6713  -------------------------------------------------------------------
 DL6713  NETWORK    0.20   0.35           0.09   0.07   0.18      0.02231651
 DL6713  -------------------------------------------------------------------
 DL6713  Click here for local accuracies and other accuracy information.
 DL6713
 DL6713.The horizontal coordinates were established by GPS observations
 DL6713.and adjusted by the National Geodetic Survey in June 2012.
 DL6713
 DL6713.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DL6713.been affixed to the stable North American tectonic plate. See 
 DL6713.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DL6713
 DL6713.The horizontal coordinates are valid at the epoch date displayed above
 DL6713.which is a decimal equivalence of Year/Month/Day.
 DL6713
 DL6713.The orthometric height was determined by differential leveling and
 DL6713.adjusted by the NATIONAL GEODETIC SURVEY
 DL6713.in September 2013.
 DL6713
 DL6713.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL6713.GEOID18 height accuracy estimate available here.
 DL6713
 DL6713.Click photographs - Photos may exist for this station.
 DL6713
 DL6713.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DL6713
 DL6713.The Laplace correction was computed from DEFLEC18 derived deflections.
 DL6713
 DL6713.The ellipsoidal height was determined by GPS observations
 DL6713.and is referenced to NAD 83.
 DL6713
 DL6713.The dynamic height is computed by dividing the NAVD 88
 DL6713.geopotential number by the normal gravity value computed on the
 DL6713.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL6713.degrees latitude (g = 980.6199 gals.).
 DL6713
 DL6713.The modeled gravity was interpolated from observed gravity values.
 DL6713
 DL6713. The following values were computed from the NAD 83(2011) position.
 DL6713
 DL6713;                    North         East     Units Scale Factor Converg.
 DL6713;SPC MN S     -   334,695.942   847,829.527   MT  0.99997855   +0 25 33.7
 DL6713;SPC MN S     - 1,098,081.60  2,781,587.37   sFT  0.99997855   +0 25 33.7
 DL6713;UTM  15      - 4,995,312.022   469,148.347   MT  0.99961170   -0 16 40.3
 DL6713
 DL6713!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DL6713!SPC MN S     -   0.99996194  x   0.99997855  =   0.99994049
 DL6713!UTM  15      -   0.99996194  x   0.99961170  =   0.99957365
 DL6713
 DL6713_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK6914895312(NAD 83)
 DL6713
 DL6713|---------------------------------------------------------------------|
 DL6713| PID    Reference Object                     Distance      Geod. Az  |
 DL6713|                                                           dddmmss.s |
 DL6713| DL6714 2750 AC                             325.043 METERS 00321     |
 DL6713| DL6715 2750 AD                             333.590 METERS 01758     |
 DL6713| DL6712 2750 AA                             159.951 METERS 08238     |
 DL6713| DL6723 2750 Y                              383.321 METERS 11628     |
 DL6713| DL6722 2750 X                              294.843 METERS 13636     |
 DL6713| DL6711 2721 Z                              201.418 METERS 21902     |
 DL6713| DL6709 2721 X                              290.282 METERS 23415     |
 DL6713| DL6705 2721 AA                             318.786 METERS 28251     |
 DL6713|---------------------------------------------------------------------|
 DL6713
 DL6713                          SUPERSEDED SURVEY CONTROL
 DL6713
 DL6713  NAD 83(2007)-  45 06 38.17443(N)    093 23 31.91263(W) AD(2002.00) 1
 DL6713  ELLIP H (03/18/10)  242.779  (m)                       GP(2002.00) 3 2
 DL6713  NAVD 88             270.23   (m)          886.6    (f) LEVELING    3  
 DL6713
 DL6713.Superseded values are not recommended for survey control.
 DL6713
 DL6713.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL6713.See file dsdata.pdf to determine how the superseded data were derived.
 DL6713
 DL6713_MARKER: I = METAL ROD
 DL6713_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DL6713_STAMPING: 2750 AB 2008
 DL6713_MARK LOGO: MNDT
 DL6713_PROJECTION: RECESSED 8 CENTIMETERS
 DL6713_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DL6713_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL6713_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL6713+SATELLITE: SATELLITE OBSERVATIONS - May 29, 2012
 DL6713_ROD/PIPE-DEPTH: 3.4 meters
 DL6713
 DL6713  HISTORY     - Date     Condition        Report By
 DL6713  HISTORY     - 20080603 MONUMENTED       MNDT
 DL6713  HISTORY     - 2008     GOOD             MNDT
 DL6713  HISTORY     - 20120529 GOOD             MNDT
 DL6713
 DL6713                          STATION DESCRIPTION
 DL6713
 DL6713'DESCRIBED BY MN DEPT OF TRANSP 2008
 DL6713'THE MARK IS IN OSSEO, 0.2 MILE NORTHWEST ALONG COUNTY ROAD 81 FROM THE
 DL6713'JUNCTION OF COUNTY ROAD 81 AND COUNTY 109 (85TH AVENUE), THEN 0.25
 DL6713'MILE EAST ON 3RD STREET SOUTHEAST, THEN 0.1 MILE SOUTH ON 7TH AVENUE
 DL6713'SOUTHEAST, THEN 33.2 FEET SOUTH OF 4TH STREET SOUTHEAST, 30.7 FEET
 DL6713'WEST OF 8TH AVENUE SOUTHEAST (EXTENDED), AT JUNCTION OF 4TH STREET
 DL6713'SOUTHEAST AND 8TH AVENUE SOUTHEAST, 53.2 SOUTH OF LIGHT POLE, 57.2
 DL6713'FEET WEST OF FENCE, 1.8 FEET SOUTH OF WITNESS POST.
 DL6713
 DL6713                          STATION RECOVERY (2008)
 DL6713
 DL6713'RECOVERY NOTE BY MN DEPT OF TRANSP 2008 (PJG)
 DL6713'RECOVERED AS DESCRIBED.
 DL6713
 DL6713                          STATION RECOVERY (2012)
 DL6713
 DL6713'RECOVERY NOTE BY MN DEPT OF TRANSP 2012 (SXK)
 DL6713'IN OSSEO, 0.2 MILE NORTHWEST ALONG COUNTY ROAD 81 FROM THE JUNCTION OF
 DL6713'COUNTY ROAD 81 AND COUNTY 109 (85TH AVENUE), THEN 0.25 MILE EAST ON
 DL6713'3RD STREET SOUTHEAST, THEN 0.1 MILE SOUTH ON 7TH AVENUE SOUTHEAST,
 DL6713'THEN 33.2 FEET SOUTH OF 4TH STREET SOUTHEAST, 30.7 FEET WEST OF 8TH
 DL6713'AVENUE SOUTHEAST (EXTENDED), AT JUNCTION OF 4TH STREET SOUTHEAST AND
 DL6713'8TH AVENUE SOUTHEAST, 53.2 FEET SOUTH OF LIGHT POLE, 12.8 FEET NORTH
 DL6713'OF SMALL SOUND WALL, 4.8 FEET SOUTH OF WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DL6714 ***********************************************************************
 DL6714  DESIGNATION -  2750 AC
 DL6714  PID         -  DL6714
 DL6714  STATE/COUNTY-  MN/HENNEPIN
 DL6714  COUNTRY     -  US
 DL6714  USGS QUAD   -  OSSEO (2019)
 DL6714
 DL6714                         *CURRENT SURVEY CONTROL
 DL6714  ______________________________________________________________________
 DL6714* NAD 83(2011) POSITION- 45 06 48.68530(N) 093 23 31.04291(W)   ADJUSTED
 DL6714* NAD 83(2011) ELLIP HT-   242.719 (meters)        (06/27/12)   ADJUSTED
 DL6714* NAD 83(2011) EPOCH   -  2010.00
 DL6714* NAVD 88 ORTHO HEIGHT -   270.192 (meters)      886.45  (feet) ADJUSTED
 DL6714  ______________________________________________________________________
 DL6714  GEOID HEIGHT    -        -27.482 (meters)                     GEOID18
 DL6714  NAD 83(2011) X  -   -266,770.620 (meters)                     COMP
 DL6714  NAD 83(2011) Y  - -4,500,933.498 (meters)                     COMP
 DL6714  NAD 83(2011) Z  -  4,496,432.545 (meters)                     COMP
 DL6714  LAPLACE CORR    -          4.42  (seconds)                    DEFLEC18
 DL6714  DYNAMIC HEIGHT  -        270.183 (meters)      886.43  (feet) COMP
 DL6714  MODELED GRAVITY -    980,574.9   (mgal)                       NAVD 88
 DL6714
 DL6714  VERT ORDER      -  SECOND    CLASS I
 DL6714
 DL6714  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DL6714  Standards:
 DL6714         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DL6714            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DL6714  -------------------------------------------------------------------
 DL6714  NETWORK    0.38   0.43           0.17   0.14   0.22     -0.14113135
 DL6714  -------------------------------------------------------------------
 DL6714  Click here for local accuracies and other accuracy information.
 DL6714
 DL6714.The horizontal coordinates were established by GPS observations
 DL6714.and adjusted by the National Geodetic Survey in June 2012.
 DL6714
 DL6714.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DL6714.been affixed to the stable North American tectonic plate. See 
 DL6714.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DL6714
 DL6714.The horizontal coordinates are valid at the epoch date displayed above
 DL6714.which is a decimal equivalence of Year/Month/Day.
 DL6714
 DL6714.The orthometric height was determined by differential leveling and
 DL6714.adjusted by the NATIONAL GEODETIC SURVEY
 DL6714.in September 2013.
 DL6714
 DL6714.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL6714.GEOID18 height accuracy estimate available here.
 DL6714
 DL6714.Click photographs - Photos may exist for this station.
 DL6714
 DL6714.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DL6714
 DL6714.The Laplace correction was computed from DEFLEC18 derived deflections.
 DL6714
 DL6714.The ellipsoidal height was determined by GPS observations
 DL6714.and is referenced to NAD 83.
 DL6714
 DL6714.The dynamic height is computed by dividing the NAVD 88
 DL6714.geopotential number by the normal gravity value computed on the
 DL6714.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL6714.degrees latitude (g = 980.6199 gals.).
 DL6714
 DL6714.The modeled gravity was interpolated from observed gravity values.
 DL6714
 DL6714. The following values were computed from the NAD 83(2011) position.
 DL6714
 DL6714;                    North         East     Units Scale Factor Converg.
 DL6714;SPC MN S     -   335,020.554   847,846.108   MT  0.99997910   +0 25 34.3
 DL6714;SPC MN S     - 1,099,146.60  2,781,641.77   sFT  0.99997910   +0 25 34.3
 DL6714;UTM  15      - 4,995,636.287   469,168.908   MT  0.99961169   -0 16 39.7
 DL6714
 DL6714!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DL6714!SPC MN S     -   0.99996195  x   0.99997910  =   0.99994105
 DL6714!UTM  15      -   0.99996195  x   0.99961169  =   0.99957365
 DL6714
 DL6714:                Primary Azimuth Mark                     Grid Az
 DL6714:SPC MN S     -  2721 AA                                  232 00 56.8
 DL6714:UTM  15      -  2721 AA                                  232 43 10.8
 DL6714
 DL6714_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK6916895636(NAD 83)
 DL6714
 DL6714|---------------------------------------------------------------------|
 DL6714| PID    Reference Object                     Distance      Geod. Az  |
 DL6714|                                                           dddmmss.s |
 DL6714| DL6716 2750 AE                             327.839 METERS 02414     |
 DL6714| DL6705 2721 AA                             416.027 METERS 2322631.1 |
 DL6714| DL6717 2750 AF                             269.946 METERS 35634     |
 DL6714|---------------------------------------------------------------------|
 DL6714
 DL6714                          SUPERSEDED SURVEY CONTROL
 DL6714
 DL6714  NAD 83(2007)-  45 06 48.68570(N)    093 23 31.04391(W) AD(2002.00) 1
 DL6714  ELLIP H (03/18/10)  242.720  (m)                       GP(2002.00) 3 2
 DL6714  NAVD 88             270.19   (m)          886.4    (f) LEVELING    3  
 DL6714
 DL6714.Superseded values are not recommended for survey control.
 DL6714
 DL6714.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL6714.See file dsdata.pdf to determine how the superseded data were derived.
 DL6714
 DL6714_MARKER: I = METAL ROD
 DL6714_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DL6714_STAMPING: 2750 AC 2008
 DL6714_MARK LOGO: MNDT
 DL6714_PROJECTION: RECESSED 5 CENTIMETERS
 DL6714_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DL6714_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL6714_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DL6714+SATELLITE: SATELLITE OBSERVATIONS - March 29, 2012
 DL6714_ROD/PIPE-DEPTH: 3.4 meters
 DL6714
 DL6714  HISTORY     - Date     Condition        Report By
 DL6714  HISTORY     - 20080603 MONUMENTED       MNDT
 DL6714  HISTORY     - 2008     GOOD             MNDT
 DL6714  HISTORY     - 20120329 GOOD             MNDT
 DL6714
 DL6714                          STATION DESCRIPTION
 DL6714
 DL6714'DESCRIBED BY MN DEPT OF TRANSP 2008
 DL6714'THE MARK IS IN OSSEO, 0.2 MILE NORTHWEST ALONG COUNTY ROAD 81 FROM THE
 DL6714'JUNCTION OF COUNTY ROAD 81 AND COUNTY ROAD 109 (85TH AVENUE), THEN
 DL6714'0.25 MILE EAST ON 3RD STREET SOUTHEAST, THEN 0.05 MILE NORTH ON 8TH
 DL6714'AVENUE SOUTHEAST, 20.3 FEET EAST OF 8TH AVENUE SOUTHEAST, 304.1 FEET
 DL6714'SOUTH OF 2ND STREET SOUTHEAST, 96.3 FEET SOUTHWEST OF RIGHT-OF-WAY
 DL6714'SIGN, 53.1 FEET WEST OF FENCE, 1.6 FEET WEST OF WITNESS POST.
 DL6714
 DL6714                          STATION RECOVERY (2008)
 DL6714
 DL6714'RECOVERY NOTE BY MN DEPT OF TRANSP 2008
 DL6714'RECOVERED AS DESCRIBED.
 DL6714
 DL6714                          STATION RECOVERY (2012)
 DL6714
 DL6714'RECOVERY NOTE BY MN DEPT OF TRANSP 2012 (KMS)
 DL6714'IN OSSEO, 0.2 MI (0.3 KM) NORTHWEST ALONG COUNTY ROAD 81  FROM THE
 DL6714'JUNCTION OF COUNTY ROAD 81 AND COUNTY ROAD 109/ 85TH AVENUE, THEN 0.25
 DL6714'MI (0.4 KM) EAST ALONG THIRD STREET SOUTHEAST, THEN 0.05 MI (0.1 KM)
 DL6714'NORTH ALONG EIGHTH AVENUE SOUTHEAST, 304.1 FT (92.7 M) SOUTH OF SECOND
 DL6714'STREET SOUTHEAST, 21.0 FT (6.4 M) WEST OF SOUND WALL, 20.3 FT (6.2 M)
 DL6714'EAST OF EIGHTH AVENUE SOUTHEAST, 4.5 FT (1.4 M) WEST OF A WITNESS
 DL6714'POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DL6715 ***********************************************************************
 DL6715  DESIGNATION -  2750 AD
 DL6715  PID         -  DL6715
 DL6715  STATE/COUNTY-  MN/HENNEPIN
 DL6715  COUNTRY     -  US
 DL6715  USGS QUAD   -  OSSEO (2019)
 DL6715
 DL6715                         *CURRENT SURVEY CONTROL
 DL6715  ______________________________________________________________________
 DL6715* NAD 83(2011) POSITION- 45 06 48.45302(N) 093 23 27.20356(W)   ADJUSTED
 DL6715* NAD 83(2011) ELLIP HT-   241.175 (meters)        (06/27/12)   ADJUSTED
 DL6715* NAD 83(2011) EPOCH   -  2010.00
 DL6715* NAVD 88 ORTHO HEIGHT -   268.653 (meters)      881.41  (feet) ADJUSTED
 DL6715  ______________________________________________________________________
 DL6715  GEOID HEIGHT    -        -27.480 (meters)                     GEOID18
 DL6715  NAD 83(2011) X  -   -266,687.077 (meters)                     COMP
 DL6715  NAD 83(2011) Y  - -4,500,942.447 (meters)                     COMP
 DL6715  NAD 83(2011) Z  -  4,496,426.390 (meters)                     COMP
 DL6715  LAPLACE CORR    -          4.39  (seconds)                    DEFLEC18
 DL6715  DYNAMIC HEIGHT  -        268.644 (meters)      881.38  (feet) COMP
 DL6715  MODELED GRAVITY -    980,575.2   (mgal)                       NAVD 88
 DL6715
 DL6715  VERT ORDER      -  SECOND    CLASS I
 DL6715
 DL6715  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DL6715  Standards:
 DL6715         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DL6715            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DL6715  -------------------------------------------------------------------
 DL6715  NETWORK    0.20   0.35           0.09   0.07   0.18      0.02534676
 DL6715  -------------------------------------------------------------------
 DL6715  Click here for local accuracies and other accuracy information.
 DL6715
 DL6715.The horizontal coordinates were established by GPS observations
 DL6715.and adjusted by the National Geodetic Survey in June 2012.
 DL6715
 DL6715.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DL6715.been affixed to the stable North American tectonic plate. See 
 DL6715.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DL6715
 DL6715.The horizontal coordinates are valid at the epoch date displayed above
 DL6715.which is a decimal equivalence of Year/Month/Day.
 DL6715
 DL6715.The orthometric height was determined by differential leveling and
 DL6715.adjusted by the NATIONAL GEODETIC SURVEY
 DL6715.in September 2013.
 DL6715
 DL6715.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL6715.GEOID18 height accuracy estimate available here.
 DL6715
 DL6715.Click photographs - Photos may exist for this station.
 DL6715
 DL6715.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DL6715
 DL6715.The Laplace correction was computed from DEFLEC18 derived deflections.
 DL6715
 DL6715.The ellipsoidal height was determined by GPS observations
 DL6715.and is referenced to NAD 83.
 DL6715
 DL6715.The dynamic height is computed by dividing the NAVD 88
 DL6715.geopotential number by the normal gravity value computed on the
 DL6715.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL6715.degrees latitude (g = 980.6199 gals.).
 DL6715
 DL6715.The modeled gravity was interpolated from observed gravity values.
 DL6715
 DL6715. The following values were computed from the NAD 83(2011) position.
 DL6715
 DL6715;                    North         East     Units Scale Factor Converg.
 DL6715;SPC MN S     -   335,014.009   847,930.080   MT  0.99997909   +0 25 37.0
 DL6715;SPC MN S     - 1,099,125.13  2,781,917.27   sFT  0.99997909   +0 25 37.0
 DL6715;UTM  15      - 4,995,628.713   469,252.762   MT  0.99961162   -0 16 37.0
 DL6715
 DL6715!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DL6715!SPC MN S     -   0.99996219  x   0.99997909  =   0.99994128
 DL6715!UTM  15      -   0.99996219  x   0.99961162  =   0.99957382
 DL6715
 DL6715:                Primary Azimuth Mark                     Grid Az
 DL6715:SPC MN S     -  2750 Y                                   153 22 02.0
 DL6715:UTM  15      -  2750 Y                                   154 04 16.0
 DL6715
 DL6715_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK6925295628(NAD 83)
 DL6715
 DL6715|---------------------------------------------------------------------|
 DL6715| PID    Reference Object                     Distance      Geod. Az  |
 DL6715|                                                           dddmmss.s |
 DL6715| DL6716 2750 AE                             310.270 METERS 00924     |
 DL6715| DL6723 2750 Y                              APPROX. 0.5 KM 1534739.0 |
 DL6715| DL6712 2750 AA                             301.990 METERS 16922     |
 DL6715| DL6714 2750 AC                              84.229 METERS 27453     |
 DL6715| DL6717 2750 AF                             294.185 METERS 34006     |
 DL6715|---------------------------------------------------------------------|
 DL6715
 DL6715                          SUPERSEDED SURVEY CONTROL
 DL6715
 DL6715  NAD 83(2007)-  45 06 48.45333(N)    093 23 27.20431(W) AD(2002.00) 1
 DL6715  ELLIP H (03/18/10)  241.184  (m)                       GP(2002.00) 3 2
 DL6715  NAVD 88             268.65   (m)          881.4    (f) LEVELING    3  
 DL6715
 DL6715.Superseded values are not recommended for survey control.
 DL6715
 DL6715.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL6715.See file dsdata.pdf to determine how the superseded data were derived.
 DL6715
 DL6715_MARKER: I = METAL ROD
 DL6715_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DL6715_STAMPING: 2750 AD 2008
 DL6715_MARK LOGO: MNDT
 DL6715_PROJECTION: FLUSH
 DL6715_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DL6715_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL6715_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL6715+SATELLITE: SATELLITE OBSERVATIONS - May 29, 2012
 DL6715_ROD/PIPE-DEPTH: 12.2 meters
 DL6715
 DL6715  HISTORY     - Date     Condition        Report By
 DL6715  HISTORY     - 20080604 MONUMENTED       MNDT
 DL6715  HISTORY     - 2008     GOOD             MNDT
 DL6715  HISTORY     - 20120529 GOOD             MNDT
 DL6715
 DL6715                          STATION DESCRIPTION
 DL6715
 DL6715'DESCRIBED BY MN DEPT OF TRANSP 2008
 DL6715'THE MARK IS IN BROOKLYN PARK, 0.3 MILE NORTH ALONG TRUNK HIGHWAY 169
 DL6715'FROM THE JUNCTION OF TRUNK HIGHWAY 169 AND COUNTY ROAD 109 (85TH
 DL6715'AVENUE), AT TRUNK HIGHWAY 169 MILEPOINT 140.1, 53.9 FEET EAST OF
 DL6715'NORTHBOUND TRUNK HIGHWAY 169, 88.3 FEET NORTHWEST OF CORNER OF
 DL6715'BUILDING (FISHING TACKLE OUTLET), 66.0 FEET NORTHWEST OF AURORA
 DL6715'BUSINESS CENTER SIGN, 11.5 FEET WEST OF BACK OF PARKING LOT CURB, 1.7
 DL6715'FEET WEST OF WITNESS POST.
 DL6715
 DL6715                          STATION RECOVERY (2008)
 DL6715
 DL6715'RECOVERY NOTE BY MN DEPT OF TRANSP 2008 (PJG)
 DL6715'RECOVERED AS DESCRIBED.
 DL6715
 DL6715                          STATION RECOVERY (2012)
 DL6715
 DL6715'RECOVERY NOTE BY MN DEPT OF TRANSP 2012 (JXM)
 DL6715'IN BROOKLYN PARK, 0.25 MILE EAST ALONG COUNTY ROAD 109 (85TH AVENUE
 DL6715'NORTH) FROM THE JUNCTION OF COUNTY ROAD 109 (85TH AVENUE NORTH) AND
 DL6715'TRUNK HIGHWAY 169 IN BROOKLYN PARK, AT TRUNK HIGHWAY 169 MILEPOINT
 DL6715'140.1, 0.35 MILE NORTH ON XYLON AVENUE NORTH, 0.15 MILE WEST ON
 DL6715'ZEALAND AVENUE NORTH, 0.1 MILE WEST IN PARKING LOT (AURORA BUSINESS
 DL6715'CENTER), 0.05 MILE SOUTH IN PARKING LOT (AURORA BUSINESS CENTER),29.9
 DL6715'FEET EAST OF NORTHBOUND TRUNK HIGHWAY 169 FOG LINE, 88.3 FEET
 DL6715'NORTHWEST OF CORNER OF BUILDING (FISHING TACKLE OUTLET), 11.5 FEET
 DL6715'WEST OF BACK OF PARKING LOT CURB, 1.0 FOOT EAST OF RIGHT OF WAY FENCE,
 DL6715'1.7 FEET WEST OF WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DL6716 ***********************************************************************
 DL6716  DESIGNATION -  2750 AE
 DL6716  PID         -  DL6716
 DL6716  STATE/COUNTY-  MN/HENNEPIN
 DL6716  COUNTRY     -  US
 DL6716  USGS QUAD   -  OSSEO (2019)
 DL6716
 DL6716                         *CURRENT SURVEY CONTROL
 DL6716  ______________________________________________________________________
 DL6716* NAD 83(2011) POSITION- 45 06 58.36869(N) 093 23 24.88480(W)   ADJUSTED
 DL6716* NAD 83(2011) ELLIP HT-   241.198 (meters)        (06/27/12)   ADJUSTED
 DL6716* NAD 83(2011) EPOCH   -  2010.00
 DL6716* NAVD 88 ORTHO HEIGHT -   268.693 (meters)      881.54  (feet) ADJUSTED
 DL6716  ______________________________________________________________________
 DL6716  GEOID HEIGHT    -        -27.495 (meters)                     GEOID18
 DL6716  NAD 83(2011) X  -   -266,623.654 (meters)                     COMP
 DL6716  NAD 83(2011) Y  - -4,500,728.952 (meters)                     COMP
 DL6716  NAD 83(2011) Z  -  4,496,642.428 (meters)                     COMP
 DL6716  LAPLACE CORR    -          4.51  (seconds)                    DEFLEC18
 DL6716  DYNAMIC HEIGHT  -        268.684 (meters)      881.51  (feet) COMP
 DL6716  MODELED GRAVITY -    980,574.1   (mgal)                       NAVD 88
 DL6716
 DL6716  VERT ORDER      -  SECOND    CLASS I
 DL6716
 DL6716  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DL6716  Standards:
 DL6716         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DL6716            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DL6716  -------------------------------------------------------------------
 DL6716  NETWORK    0.20   0.39           0.09   0.07   0.20      0.02276669
 DL6716  -------------------------------------------------------------------
 DL6716  Click here for local accuracies and other accuracy information.
 DL6716
 DL6716.The horizontal coordinates were established by GPS observations
 DL6716.and adjusted by the National Geodetic Survey in June 2012.
 DL6716
 DL6716.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DL6716.been affixed to the stable North American tectonic plate. See 
 DL6716.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DL6716
 DL6716.The horizontal coordinates are valid at the epoch date displayed above
 DL6716.which is a decimal equivalence of Year/Month/Day.
 DL6716
 DL6716.The orthometric height was determined by differential leveling and
 DL6716.adjusted by the NATIONAL GEODETIC SURVEY
 DL6716.in September 2013.
 DL6716
 DL6716.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL6716.GEOID18 height accuracy estimate available here.
 DL6716
 DL6716.Click photographs - Photos may exist for this station.
 DL6716
 DL6716.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DL6716
 DL6716.The Laplace correction was computed from DEFLEC18 derived deflections.
 DL6716
 DL6716.The ellipsoidal height was determined by GPS observations
 DL6716.and is referenced to NAD 83.
 DL6716
 DL6716.The dynamic height is computed by dividing the NAVD 88
 DL6716.geopotential number by the normal gravity value computed on the
 DL6716.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL6716.degrees latitude (g = 980.6199 gals.).
 DL6716
 DL6716.The modeled gravity was interpolated from observed gravity values.
 DL6716
 DL6716. The following values were computed from the NAD 83(2011) position.
 DL6716
 DL6716;                    North         East     Units Scale Factor Converg.
 DL6716;SPC MN S     -   335,320.474   847,978.480   MT  0.99997960   +0 25 38.6
 DL6716;SPC MN S     - 1,100,130.59  2,782,076.06   sFT  0.99997960   +0 25 38.6
 DL6716;UTM  15      - 4,995,934.448   469,304.903   MT  0.99961158   -0 16 35.4
 DL6716
 DL6716!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DL6716!SPC MN S     -   0.99996219  x   0.99997960  =   0.99994179
 DL6716!UTM  15      -   0.99996219  x   0.99961158  =   0.99957378
 DL6716
 DL6716:                Primary Azimuth Mark                     Grid Az
 DL6716:SPC MN S     -  2750 Y                                   166 08 56.6
 DL6716:UTM  15      -  2750 Y                                   166 51 10.6
 DL6716
 DL6716_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK6930495934(NAD 83)
 DL6716
 DL6716|---------------------------------------------------------------------|
 DL6716| PID    Reference Object                     Distance      Geod. Az  |
 DL6716|                                                           dddmmss.s |
 DL6716| DL6723 2750 Y                              APPROX. 0.8 KM 1663435.2 |
 DL6716| DL6712 2750 AA                             APPROX. 0.6 KM 1793122.6 |
 DL6716| DL6713 2750 AB                             APPROX. 0.6 KM 1935031.2 |
 DL6716| DL6717 2750 AF                             153.633 METERS 25856     |
 DL6716|---------------------------------------------------------------------|
 DL6716
 DL6716                          SUPERSEDED SURVEY CONTROL
 DL6716
 DL6716  NAD 83(2007)-  45 06 58.36895(N)    093 23 24.88562(W) AD(2002.00) 1
 DL6716  ELLIP H (03/18/10)  241.210  (m)                       GP(2002.00) 3 2
 DL6716  NAVD 88             268.69   (m)          881.5    (f) LEVELING    3  
 DL6716
 DL6716.Superseded values are not recommended for survey control.
 DL6716
 DL6716.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL6716.See file dsdata.pdf to determine how the superseded data were derived.
 DL6716
 DL6716_MARKER: I = METAL ROD
 DL6716_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DL6716_STAMPING: 2750 AE 2008
 DL6716_MARK LOGO: MNDT
 DL6716_PROJECTION: FLUSH
 DL6716_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DL6716_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL6716_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL6716+SATELLITE: SATELLITE OBSERVATIONS - March 25, 2015
 DL6716_ROD/PIPE-DEPTH: 10.7 meters
 DL6716
 DL6716  HISTORY     - Date     Condition        Report By
 DL6716  HISTORY     - 20080604 MONUMENTED       MNDT
 DL6716  HISTORY     - 2008     GOOD             MNDT
 DL6716  HISTORY     - 20120329 GOOD             MNDT
 DL6716  HISTORY     - 20120529 GOOD             MNDT
 DL6716  HISTORY     - 20150325 GOOD             MNDT
 DL6716
 DL6716                          STATION DESCRIPTION
 DL6716
 DL6716'DESCRIBED BY MN DEPT OF TRANSP 2008
 DL6716'THE MARK IS IN BROOKLYN PARK, 0.5 MILE NORTH ALONG TRUNK HIGHWAY 169
 DL6716'FROM THE JUNCTION OF TRUNK HIGHWAY 169 AND COUNTY ROAD 109 (85TH
 DL6716'AVENUE), AT TRUNK HIGHWAY 169 MILEPOINT 140.3, 56.0 FEET EAST OF
 DL6716'NORTHBOUND TRUNK HIGHWAY 169, 65.3 FEET NORTH OF FIRE HYDRANT, 17.3
 DL6716'FEET NORTHWEST OF POWER POLE, 3.5 FEET SOUTH OF RIGHT-OF-WAY SIGN
 DL6716'POST, 2.7 FEET SOUTH OF WITNESS POST.
 DL6716
 DL6716                          STATION RECOVERY (2008)
 DL6716
 DL6716'RECOVERY NOTE BY MN DEPT OF TRANSP 2008 (PJG)
 DL6716'RECOVERED AS DESCRIBED.
 DL6716
 DL6716                          STATION RECOVERY (2012)
 DL6716
 DL6716'RECOVERY NOTE BY MN DEPT OF TRANSP 2012 (KMS)
 DL6716'RECOVERED AS DESCRIBED.
 DL6716
 DL6716                          STATION RECOVERY (2012)
 DL6716
 DL6716'RECOVERY NOTE BY MN DEPT OF TRANSP 2012 (TXR)
 DL6716'IN BROOKLYN PARK, 0.5 MILE NORTH ALONG TRUNK HIGHWAY 169 FROM JUNCTION
 DL6716'OF TRUNK HIGHWAY 169 AND COUNTY ROAD 109 (85TH AVENUE), AT TRUNK
 DL6716'HIGHWAY 169 MILEPOINT 140.3, 56.0 FEET EAST OF NORTHBOUND TRUNK
 DL6716'HIGHWAY 169, 65.3 FEET NORTH OF FIRE HYDRANT, 17.3 FEET NORTHWEST OF
 DL6716'POWER POLE, 3.5 FEET SOUTH OF RIGHT-OF-WAY SIGN POST, 2.7 FEET SOUTH
 DL6716'OF WITNESS POST.
 DL6716
 DL6716                          STATION RECOVERY (2015)
 DL6716
 DL6716'RECOVERY NOTE BY MN DEPT OF TRANSP 2015 (TJD)
 DL6716'IN BROOKLYN PARK, 0.5 MI (0.8 KM) NORTH ALONG TRUNK HIGHWAY 169  FROM
 DL6716'THE JUNCTION OF TRUNK HIGHWAY 169 AND COUNTY ROAD 109 AT TRUNK HIGHWAY
 DL6716'169 MILE POINT 140.3, 56.0 FT (17.1 M) EAST OF NORTHBOUND TRUNK
 DL6716'HIGHWAY 169, 65.3 FT (19.9 M) NORTH OF FIRE HYDRANT, 17.3 FT (5.3 M)
 DL6716'NORTHWEST OF POWER POLE, 3.5 FT (1.1 M) SOUTH OF RIGHT-OF-WAY SIGN
 DL6716'POST, 2.7 FT (0.8 M) SOUTH OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DL6717 ***********************************************************************
 DL6717  DESIGNATION -  2750 AF
 DL6717  PID         -  DL6717
 DL6717  STATE/COUNTY-  MN/HENNEPIN
 DL6717  COUNTRY     -  US
 DL6717  USGS QUAD   -  OSSEO (2019)
 DL6717
 DL6717                         *CURRENT SURVEY CONTROL
 DL6717  ______________________________________________________________________
 DL6717* NAD 83(2011) POSITION- 45 06 57.41403(N) 093 23 31.78305(W)   ADJUSTED
 DL6717* NAD 83(2011) ELLIP HT-   241.279 (meters)        (06/27/12)   ADJUSTED
 DL6717* NAD 83(2011) EPOCH   -  2010.00
 DL6717* NAVD 88 ORTHO HEIGHT -   268.777 (meters)      881.81  (feet) ADJUSTED
 DL6717  ______________________________________________________________________
 DL6717  GEOID HEIGHT    -        -27.497 (meters)                     GEOID18
 DL6717  NAD 83(2011) X  -   -266,775.414 (meters)                     COMP
 DL6717  NAD 83(2011) Y  - -4,500,740.935 (meters)                     COMP
 DL6717  NAD 83(2011) Z  -  4,496,621.687 (meters)                     COMP
 DL6717  LAPLACE CORR    -          4.55  (seconds)                    DEFLEC18
 DL6717  DYNAMIC HEIGHT  -        268.768 (meters)      881.78  (feet) COMP
 DL6717  MODELED GRAVITY -    980,573.8   (mgal)                       NAVD 88
 DL6717
 DL6717  VERT ORDER      -  SECOND    CLASS I
 DL6717
 DL6717  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DL6717  Standards:
 DL6717         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DL6717            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DL6717  -------------------------------------------------------------------
 DL6717  NETWORK    0.21   0.41           0.10   0.07   0.21      0.03719473
 DL6717  -------------------------------------------------------------------
 DL6717  Click here for local accuracies and other accuracy information.
 DL6717
 DL6717.The horizontal coordinates were established by GPS observations
 DL6717.and adjusted by the National Geodetic Survey in June 2012.
 DL6717
 DL6717.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DL6717.been affixed to the stable North American tectonic plate. See 
 DL6717.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DL6717
 DL6717.The horizontal coordinates are valid at the epoch date displayed above
 DL6717.which is a decimal equivalence of Year/Month/Day.
 DL6717
 DL6717.The orthometric height was determined by differential leveling and
 DL6717.adjusted by the NATIONAL GEODETIC SURVEY
 DL6717.in September 2013.
 DL6717
 DL6717.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL6717.GEOID18 height accuracy estimate available here.
 DL6717
 DL6717.Click photographs - Photos may exist for this station.
 DL6717
 DL6717.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DL6717
 DL6717.The Laplace correction was computed from DEFLEC18 derived deflections.
 DL6717
 DL6717.The ellipsoidal height was determined by GPS observations
 DL6717.and is referenced to NAD 83.
 DL6717
 DL6717.The dynamic height is computed by dividing the NAVD 88
 DL6717.geopotential number by the normal gravity value computed on the
 DL6717.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL6717.degrees latitude (g = 980.6199 gals.).
 DL6717
 DL6717.The modeled gravity was interpolated from observed gravity values.
 DL6717
 DL6717. The following values were computed from the NAD 83(2011) position.
 DL6717
 DL6717;                    North         East     Units Scale Factor Converg.
 DL6717;SPC MN S     -   335,289.882   847,827.927   MT  0.99997955   +0 25 33.8
 DL6717;SPC MN S     - 1,100,030.22  2,781,582.12   sFT  0.99997955   +0 25 33.8
 DL6717;UTM  15      - 4,995,905.718   469,154.042   MT  0.99961170   -0 16 40.3
 DL6717
 DL6717!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DL6717!SPC MN S     -   0.99996217  x   0.99997955  =   0.99994172
 DL6717!UTM  15      -   0.99996217  x   0.99961170  =   0.99957389
 DL6717
 DL6717:                Primary Azimuth Mark                     Grid Az
 DL6717:SPC MN S     -  2750 Y                                   155 34 55.9
 DL6717:UTM  15      -  2750 Y                                   156 17 10.0
 DL6717
 DL6717_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK6915495905(NAD 83)
 DL6717
 DL6717|---------------------------------------------------------------------|
 DL6717| PID    Reference Object                     Distance      Geod. Az  |
 DL6717|                                                           dddmmss.s |
 DL6717| DL6716 2750 AE                             153.633 METERS 07856     |
 DL6717| DL6723 2750 Y                              APPROX. 0.8 KM 1560029.7 |
 DL6717| DL6712 2750 AA                             APPROX. 0.6 KM 1644755.3 |
 DL6717| DL6713 2750 AB                             APPROX. 0.6 KM 1801618.1 |
 DL6717|---------------------------------------------------------------------|
 DL6717
 DL6717                          SUPERSEDED SURVEY CONTROL
 DL6717
 DL6717  NAD 83(2007)-  45 06 57.41429(N)    093 23 31.78387(W) AD(2002.00) 1
 DL6717  ELLIP H (03/18/10)  241.291  (m)                       GP(2002.00) 3 2
 DL6717  NAVD 88             268.78   (m)          881.8    (f) LEVELING    3  
 DL6717
 DL6717.Superseded values are not recommended for survey control.
 DL6717
 DL6717.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL6717.See file dsdata.pdf to determine how the superseded data were derived.
 DL6717
 DL6717_MARKER: I = METAL ROD
 DL6717_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DL6717_STAMPING: 2750 AF 2008
 DL6717_MARK LOGO: MNDT
 DL6717_PROJECTION: RECESSED 3 CENTIMETERS
 DL6717_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DL6717_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL6717_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL6717+SATELLITE: SATELLITE OBSERVATIONS - May 30, 2012
 DL6717_ROD/PIPE-DEPTH: 10.7 meters
 DL6717
 DL6717  HISTORY     - Date     Condition        Report By
 DL6717  HISTORY     - 20080610 MONUMENTED       MNDT
 DL6717  HISTORY     - 2008     GOOD             MNDT
 DL6717  HISTORY     - 20120530 GOOD             MNDT
 DL6717
 DL6717                          STATION DESCRIPTION
 DL6717
 DL6717'DESCRIBED BY MN DEPT OF TRANSP 2008
 DL6717'THE MARK IS IN OSSEO, 0.3 MILE NORTHWEST ALONG COUNTY ROAD 81 FROM THE
 DL6717'JUNCTION OF COUNTY ROAD 81 AND COUNTY ROAD 109 (85TH AVENUE), THEN 0.3
 DL6717'MILE NORTH ON 4TH AVENUE SOUTHEAST, THEN 0.2 MILE EAST ON BROADWAY
 DL6717'AVENUE EAST, 48.7 FEET SOUTH OF BROADWAY AVENUE EAST, 45.7 FEET WEST
 DL6717'OF 8TH AVENUE NORTHEAST, 79.2 FEET SOUTHWEST OF HIGH TENSION POWER
 DL6717'POLE, 20.0 FEET WEST OF LIGHT POLE/WITNESS POST.
 DL6717
 DL6717                          STATION RECOVERY (2008)
 DL6717
 DL6717'RECOVERY NOTE BY MN DEPT OF TRANSP 2008 (PJG)
 DL6717'RECOVERED AS DESCRIBED.
 DL6717
 DL6717                          STATION RECOVERY (2012)
 DL6717
 DL6717'RECOVERY NOTE BY MN DEPT OF TRANSP 2012 (JXJ)
 DL6717'IN OSSEO, 0.3 MILE NORTHWEST ALONG COUNTY ROAD 81 FROM THE JUNCTION OF
 DL6717'COUNTY ROAD 81 AND COUNTY ROAD 109 (85TH AVENUE), THEN 0.3 MILE NORTH
 DL6717'ON 4TH AVENUE SOUTHEAST, THEN 0.2 MILE EAST ON BROADWAY AVENUE EAST,
 DL6717'48.7 FEET SOUTH OF BROADWAY AVENUE EAST, 45.7 FEET WEST OF EXTENDED
 DL6717'8TH AVENUE NORTHEAST, 79.2 FEET SOUTHWEST OF HIGH TENSION POWER POLE,
 DL6717'20.0 FEET WEST OF LIGHT POLE/WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DO4903 ***********************************************************************
 DO4903  DESIGNATION -  2750 AG
 DO4903  PID         -  DO4903
 DO4903  STATE/COUNTY-  MN/HENNEPIN
 DO4903  COUNTRY     -  US
 DO4903  USGS QUAD   -  ANOKA (2019)
 DO4903
 DO4903                         *CURRENT SURVEY CONTROL
 DO4903  ______________________________________________________________________
 DO4903* NAD 83(2011) POSITION- 45 08 59.53388(N) 093 23 29.15003(W)   ADJUSTED
 DO4903* NAD 83(2011) ELLIP HT-   240.518 (meters)        (05/13/13)   ADJUSTED
 DO4903* NAD 83(2011) EPOCH   -  2010.00
 DO4903* NAVD 88 ORTHO HEIGHT -   268.216 (meters)      879.97  (feet) ADJUSTED
 DO4903  ______________________________________________________________________
 DO4903  GEOID HEIGHT    -        -27.702 (meters)                     GEOID18
 DO4903  NAD 83(2011) X  -   -266,559.860 (meters)                     COMP
 DO4903  NAD 83(2011) Y  - -4,498,076.470 (meters)                     COMP
 DO4903  NAD 83(2011) Z  -  4,499,280.794 (meters)                     COMP
 DO4903  LAPLACE CORR    -          5.41  (seconds)                    DEFLEC18
 DO4903  DYNAMIC HEIGHT  -        268.202 (meters)      879.93  (feet) COMP
 DO4903  MODELED GRAVITY -    980,558.4   (mgal)                       NAVD 88
 DO4903
 DO4903  VERT ORDER      -  SECOND    CLASS I
 DO4903
 DO4903  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DO4903  Standards:
 DO4903         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DO4903            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DO4903  -------------------------------------------------------------------
 DO4903  NETWORK    0.61   1.84           0.28   0.20   0.94      0.26919074
 DO4903  -------------------------------------------------------------------
 DO4903  Click here for local accuracies and other accuracy information.
 DO4903
 DO4903.The horizontal coordinates were established by GPS observations
 DO4903.and adjusted by the MN DEPT OF TRANSP in May 2013.
 DO4903
 DO4903.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DO4903.been affixed to the stable North American tectonic plate. See 
 DO4903.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DO4903
 DO4903.The horizontal coordinates are valid at the epoch date displayed above
 DO4903.which is a decimal equivalence of Year/Month/Day.
 DO4903
 DO4903.The orthometric height was determined by differential leveling and
 DO4903.adjusted by the NATIONAL GEODETIC SURVEY
 DO4903.in September 2013.
 DO4903
 DO4903.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO4903.GEOID18 height accuracy estimate available here.
 DO4903
 DO4903.Click photographs - Photos may exist for this station.
 DO4903
 DO4903.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DO4903
 DO4903.The Laplace correction was computed from DEFLEC18 derived deflections.
 DO4903
 DO4903.The ellipsoidal height was determined by GPS observations
 DO4903.and is referenced to NAD 83.
 DO4903
 DO4903.The dynamic height is computed by dividing the NAVD 88
 DO4903.geopotential number by the normal gravity value computed on the
 DO4903.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO4903.degrees latitude (g = 980.6199 gals.).
 DO4903
 DO4903.The modeled gravity was interpolated from observed gravity values.
 DO4903
 DO4903. The following values were computed from the NAD 83(2011) position.
 DO4903
 DO4903;                    North         East     Units Scale Factor Converg.
 DO4903;SPC MN S     -   339,060.061   847,857.410   MT  0.99998609   +0 25 35.6
 DO4903;SPC MN S     - 1,112,399.55  2,781,678.85   sFT  0.99998609   +0 25 35.6
 DO4903;UTM  15      - 4,999,673.852   469,229.817   MT  0.99961164   -0 16 39.0
 DO4903
 DO4903!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DO4903!SPC MN S     -   0.99996229  x   0.99998609  =   0.99994838
 DO4903!UTM  15      -   0.99996229  x   0.99961164  =   0.99957395
 DO4903
 DO4903:                Primary Azimuth Mark                     Grid Az
 DO4903:SPC MN S     -  2750 AH                                  359 09 34.8
 DO4903:UTM  15      -  2750 AH                                  359 51 49.4
 DO4903
 DO4903_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK6922999673(NAD 83)
 DO4903
 DO4903|---------------------------------------------------------------------|
 DO4903| PID    Reference Object                     Distance      Geod. Az  |
 DO4903|                                                           dddmmss.s |
 DO4903| DO4904 2750 AH                             APPROX. 1.3 KM 3593510.4 |
 DO4903|---------------------------------------------------------------------|
 DO4903
 DO4903                          SUPERSEDED SURVEY CONTROL
 DO4903
 DO4903  NAVD 88             268.22   (m)          880.0    (f) LEVELING    3  
 DO4903
 DO4903.Superseded values are not recommended for survey control.
 DO4903
 DO4903.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DO4903.See file dsdata.pdf to determine how the superseded data were derived.
 DO4903
 DO4903_MARKER: I = METAL ROD
 DO4903_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DO4903_STAMPING: 2750 AG 2012
 DO4903_MARK LOGO: MNDT
 DO4903_PROJECTION: RECESSED 3 CENTIMETERS
 DO4903_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DO4903_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DO4903_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DO4903+SATELLITE: SATELLITE OBSERVATIONS - May 29, 2012
 DO4903_ROD/PIPE-DEPTH: 14.0 meters
 DO4903
 DO4903  HISTORY     - Date     Condition        Report By
 DO4903  HISTORY     - 20120409 MONUMENTED       MNDT
 DO4903  HISTORY     - 20120529 GOOD             MNDT
 DO4903
 DO4903                          STATION DESCRIPTION
 DO4903
 DO4903'DESCRIBED BY MN DEPT OF TRANSP 2012 (JBG)
 DO4903'THE BENCH MARK IS LOCATED ABOUT 13.4 KM (8.3 MI) EAST-SOUTHEAST OF
 DO4903'ROGERS, 5.3 KM (3.3 MI) SOUTH OF ANOKA AND 3.5 KM (2.2 MI)
 DO4903'NORTH-NORTHEAST OF OSSEO.
 DO4903'
 DO4903'IN BROOKLYN PARK, 1.4 MI (2.3 KM) NORTH ALONG TRUNK HIGHWAY 169 FROM
 DO4903'THE JUNCTION OF TRUNK HIGHWAY 169 AND TRUNK HIGHWAY 610 IN BROOKLYN
 DO4903'PARK, AT TRUNK HIGHWAY 169 MILE POINT 142.75.
 DO4903'
 DO4903'THE BENCH MARK IS FOUND 80.2 FT (24.4 M) EAST OF NORTHBOUND TRUNK
 DO4903'HIGHWAY 169 AND 1.5 FT (0.5 M) WEST OF A WITNESS POST.
 DO4903
 DO4903                          STATION RECOVERY (2012)
 DO4903
 DO4903'RECOVERY NOTE BY MN DEPT OF TRANSP 2012 (AXD)
 DO4903'IN BROOKLYN PARK, 1.4 MILES NORTH ALONG TRUNK HIGHWAY 169 FROM
 DO4903'JUNCTION OF TRUNK HIGHWAY 169 AND TRUNK HIGHWAY 610 IN BROOKLYN PARK,
 DO4903'AT TRUNK HIGHWAY 169 MILEPOINT 142.75, 80.2 FEET EAST OF NORTHBOUND
 DO4903'TRUNK HIGHWAY 169, 1.5 FEET WEST OF WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DO4904 ***********************************************************************
 DO4904  DESIGNATION -  2750 AH
 DO4904  PID         -  DO4904
 DO4904  STATE/COUNTY-  MN/HENNEPIN
 DO4904  COUNTRY     -  US
 DO4904  USGS QUAD   -  ANOKA (2019)
 DO4904
 DO4904                         *CURRENT SURVEY CONTROL
 DO4904  ______________________________________________________________________
 DO4904* NAD 83(2011) POSITION- 45 09 40.19231(N) 093 23 29.56507(W)   ADJUSTED
 DO4904* NAD 83(2011) ELLIP HT-   240.637 (meters)        (05/13/13)   ADJUSTED
 DO4904* NAD 83(2011) EPOCH   -  2010.00
 DO4904* NAVD 88 ORTHO HEIGHT -   268.435 (meters)      880.69  (feet) ADJUSTED
 DO4904  ______________________________________________________________________
 DO4904  GEOID HEIGHT    -        -27.773 (meters)                     GEOID18
 DO4904  NAD 83(2011) X  -   -266,516.266 (meters)                     COMP
 DO4904  NAD 83(2011) Y  - -4,497,187.606 (meters)                     COMP
 DO4904  NAD 83(2011) Z  -  4,500,166.030 (meters)                     COMP
 DO4904  LAPLACE CORR    -          5.35  (seconds)                    DEFLEC18
 DO4904  DYNAMIC HEIGHT  -        268.420 (meters)      880.64  (feet) COMP
 DO4904  MODELED GRAVITY -    980,553.4   (mgal)                       NAVD 88
 DO4904
 DO4904  VERT ORDER      -  SECOND    CLASS I
 DO4904
 DO4904  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DO4904  Standards:
 DO4904         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DO4904            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DO4904  -------------------------------------------------------------------
 DO4904  NETWORK    0.59   1.74           0.27   0.19   0.89      0.25898550
 DO4904  -------------------------------------------------------------------
 DO4904  Click here for local accuracies and other accuracy information.
 DO4904
 DO4904.The horizontal coordinates were established by GPS observations
 DO4904.and adjusted by the MN DEPT OF TRANSP in May 2013.
 DO4904
 DO4904.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DO4904.been affixed to the stable North American tectonic plate. See 
 DO4904.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DO4904
 DO4904.The horizontal coordinates are valid at the epoch date displayed above
 DO4904.which is a decimal equivalence of Year/Month/Day.
 DO4904
 DO4904.The orthometric height was determined by differential leveling and
 DO4904.adjusted by the NATIONAL GEODETIC SURVEY
 DO4904.in September 2013.
 DO4904
 DO4904.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO4904.GEOID18 height accuracy estimate available here.
 DO4904
 DO4904.Click photographs - Photos may exist for this station.
 DO4904
 DO4904.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DO4904
 DO4904.The Laplace correction was computed from DEFLEC18 derived deflections.
 DO4904
 DO4904.The ellipsoidal height was determined by GPS observations
 DO4904.and is referenced to NAD 83.
 DO4904
 DO4904.The dynamic height is computed by dividing the NAVD 88
 DO4904.geopotential number by the normal gravity value computed on the
 DO4904.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO4904.degrees latitude (g = 980.6199 gals.).
 DO4904
 DO4904.The modeled gravity was interpolated from observed gravity values.
 DO4904
 DO4904. The following values were computed from the NAD 83(2011) position.
 DO4904
 DO4904;                    North         East     Units Scale Factor Converg.
 DO4904;SPC MN S     -   340,315.100   847,839.001   MT  0.99998835   +0 25 35.3
 DO4904;SPC MN S     - 1,116,517.12  2,781,618.46   sFT  0.99998835   +0 25 35.3
 DO4904;UTM  15      - 5,000,928.551   469,226.834   MT  0.99961164   -0 16 39.5
 DO4904
 DO4904!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DO4904!SPC MN S     -   0.99996227  x   0.99998835  =   0.99995062
 DO4904!UTM  15      -   0.99996227  x   0.99961164  =   0.99957393
 DO4904
 DO4904:                Primary Azimuth Mark                     Grid Az
 DO4904:SPC MN S     -  2750 AJ                                  001 02 10.3
 DO4904:UTM  15      -  2750 AJ                                  001 44 25.1
 DO4904
 DO4904_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL6922600928(NAD 83)
 DO4904
 DO4904|---------------------------------------------------------------------|
 DO4904| PID    Reference Object                     Distance      Geod. Az  |
 DO4904|                                                           dddmmss.s |
 DO4904| DO4905 2750 AJ                             APPROX. 0.9 KM 0012745.6 |
 DO4904| DO4903 2750 AG                             APPROX. 1.3 KM 1793510.1 |
 DO4904|---------------------------------------------------------------------|
 DO4904
 DO4904                          SUPERSEDED SURVEY CONTROL
 DO4904
 DO4904  NAVD 88             268.44   (m)          880.7    (f) LEVELING    3  
 DO4904
 DO4904.Superseded values are not recommended for survey control.
 DO4904
 DO4904.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DO4904.See file dsdata.pdf to determine how the superseded data were derived.
 DO4904
 DO4904_MARKER: I = METAL ROD
 DO4904_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DO4904_STAMPING: 2750 AH 2012
 DO4904_MARK LOGO: MNDT
 DO4904_PROJECTION: RECESSED 3 CENTIMETERS
 DO4904_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DO4904_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DO4904_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DO4904+SATELLITE: SATELLITE OBSERVATIONS - May 29, 2012
 DO4904_ROD/PIPE-DEPTH: 24.4 meters
 DO4904
 DO4904  HISTORY     - Date     Condition        Report By
 DO4904  HISTORY     - 20120409 MONUMENTED       MNDT
 DO4904  HISTORY     - 20120529 GOOD             MNDT
 DO4904
 DO4904                          STATION DESCRIPTION
 DO4904
 DO4904'DESCRIBED BY MN DEPT OF TRANSP 2012 (JBG)
 DO4904'THE BENCH MARK IS LOCATED ABOUT 13.0 KM (8.1 MI) EAST-SOUTHEAST OF
 DO4904'ROGERS, 4.7 KM (2.9 MI) NORTH OF OSSEO AND 4.1 KM (2.5 MI) SOUTH OF
 DO4904'ANOKA.
 DO4904'
 DO4904'IN CHAMPLIN, 1.7 MI (2.7 KM) SOUTH ALONG TRUNK HIGHWAY 169 FROM THE
 DO4904'JUNCTION OF TRUNK HIGHWAY 169 AND COUNTY ROAD 12 EAST IN CHAMPLIN, AT
 DO4904'TRUNK HIGHWAY 169 MILE POINT 143.70.
 DO4904'
 DO4904'THE BENCH MARK IS FOUND 40.8 FT (12.4 M) WEST OF NORTHBOUND TRUNK
 DO4904'HIGHWAY 169, 44.5 FT (13.6 M) EAST OF SOUTHBOUND TRUNK HIGHWAY 169 AND
 DO4904'1.5 FT (0.5 M) EAST OF A WITNESS POST.
 DO4904
 DO4904                          STATION RECOVERY (2012)
 DO4904
 DO4904'RECOVERY NOTE BY MN DEPT OF TRANSP 2012 (JXD)
 DO4904'IN CHAMPLIN, 1.7 MILES SOUTH ALONG TRUNK HIGHWAY 169 FROM JUNCTION OF
 DO4904'TRUNK HIGHWAY 169 AND COUNTY ROAD 12 EAST IN CHAMPLIN, AT TRUNK
 DO4904'HIGHWAY 169 MILEPOINT 143.70, 40.8 FEET WEST OF NORTHBOUND TRUNK
 DO4904'HIGHWAY 169, 44.5 FEET EAST OF SOUTHBOUND TRUNK HIGHWAY 169, 1.5 FEET
 DO4904'EAST OF WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DO4905 ***********************************************************************
 DO4905  DESIGNATION -  2750 AJ
 DO4905  PID         -  DO4905
 DO4905  STATE/COUNTY-  MN/HENNEPIN
 DO4905  COUNTRY     -  US
 DO4905  USGS QUAD   -  ANOKA (2019)
 DO4905
 DO4905                         *CURRENT SURVEY CONTROL
 DO4905  ______________________________________________________________________
 DO4905* NAD 83(2011) POSITION- 45 10 08.88077(N) 093 23 28.52951(W)   ADJUSTED
 DO4905* NAD 83(2011) ELLIP HT-   239.871 (meters)        (05/13/13)   ADJUSTED
 DO4905* NAD 83(2011) EPOCH   -  2010.00
 DO4905* NAVD 88 ORTHO HEIGHT -   267.687 (meters)      878.24  (feet) ADJUSTED
 DO4905  ______________________________________________________________________
 DO4905  GEOID HEIGHT    -        -27.823 (meters)                     GEOID18
 DO4905  NAD 83(2011) X  -   -266,456.503 (meters)                     COMP
 DO4905  NAD 83(2011) Y  - -4,496,561.439 (meters)                     COMP
 DO4905  NAD 83(2011) Z  -  4,500,789.942 (meters)                     COMP
 DO4905  LAPLACE CORR    -          5.25  (seconds)                    DEFLEC18
 DO4905  DYNAMIC HEIGHT  -        267.671 (meters)      878.18  (feet) COMP
 DO4905  MODELED GRAVITY -    980,550.2   (mgal)                       NAVD 88
 DO4905
 DO4905  VERT ORDER      -  SECOND    CLASS I
 DO4905
 DO4905  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DO4905  Standards:
 DO4905         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DO4905            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DO4905  -------------------------------------------------------------------
 DO4905  NETWORK    0.53   1.71           0.24   0.18   0.87      0.30372224
 DO4905  -------------------------------------------------------------------
 DO4905  Click here for local accuracies and other accuracy information.
 DO4905
 DO4905.The horizontal coordinates were established by GPS observations
 DO4905.and adjusted by the MN DEPT OF TRANSP in May 2013.
 DO4905
 DO4905.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DO4905.been affixed to the stable North American tectonic plate. See 
 DO4905.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DO4905
 DO4905.The horizontal coordinates are valid at the epoch date displayed above
 DO4905.which is a decimal equivalence of Year/Month/Day.
 DO4905
 DO4905.The orthometric height was determined by differential leveling and
 DO4905.adjusted by the NATIONAL GEODETIC SURVEY
 DO4905.in September 2013.
 DO4905
 DO4905.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO4905.GEOID18 height accuracy estimate available here.
 DO4905
 DO4905.Click photographs - Photos may exist for this station.
 DO4905
 DO4905.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DO4905
 DO4905.The Laplace correction was computed from DEFLEC18 derived deflections.
 DO4905
 DO4905.The ellipsoidal height was determined by GPS observations
 DO4905.and is referenced to NAD 83.
 DO4905
 DO4905.The dynamic height is computed by dividing the NAVD 88
 DO4905.geopotential number by the normal gravity value computed on the
 DO4905.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO4905.degrees latitude (g = 980.6199 gals.).
 DO4905
 DO4905.The modeled gravity was interpolated from observed gravity values.
 DO4905
 DO4905. The following values were computed from the NAD 83(2011) position.
 DO4905
 DO4905;                    North         East     Units Scale Factor Converg.
 DO4905;SPC MN S     -   341,200.871   847,855.022   MT  0.99998996   +0 25 36.1
 DO4905;SPC MN S     - 1,119,423.19  2,781,671.02   sFT  0.99998996   +0 25 36.1
 DO4905;UTM  15      - 5,001,813.724   469,253.729   MT  0.99961162   -0 16 38.9
 DO4905
 DO4905!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DO4905!SPC MN S     -   0.99996239  x   0.99998996  =   0.99995235
 DO4905!UTM  15      -   0.99996239  x   0.99961162  =   0.99957403
 DO4905
 DO4905:                Primary Azimuth Mark                     Grid Az
 DO4905:SPC MN S     -  2750 AH                                  181 02 10.3
 DO4905:UTM  15      -  2750 AH                                  181 44 25.3
 DO4905
 DO4905_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL6925301813(NAD 83)
 DO4905
 DO4905|---------------------------------------------------------------------|
 DO4905| PID    Reference Object                     Distance      Geod. Az  |
 DO4905|                                                           dddmmss.s |
 DO4905| DO4904 2750 AH                             APPROX. 0.9 KM 1812746.4 |
 DO4905| DO4906 2750 AK                             APPROX. 1.6 KM 3570809.0 |
 DO4905|---------------------------------------------------------------------|
 DO4905
 DO4905                          SUPERSEDED SURVEY CONTROL
 DO4905
 DO4905  NAVD 88             267.69   (m)          878.2    (f) LEVELING    3  
 DO4905
 DO4905.Superseded values are not recommended for survey control.
 DO4905
 DO4905.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DO4905.See file dsdata.pdf to determine how the superseded data were derived.
 DO4905
 DO4905_MARKER: I = METAL ROD
 DO4905_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DO4905_STAMPING: 2750 AJ 2012
 DO4905_MARK LOGO: MNDT
 DO4905_PROJECTION: RECESSED 3 CENTIMETERS
 DO4905_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DO4905_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DO4905_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DO4905+SATELLITE: SATELLITE OBSERVATIONS - April 08, 2020
 DO4905_ROD/PIPE-DEPTH: 19.8 meters
 DO4905
 DO4905  HISTORY     - Date     Condition        Report By
 DO4905  HISTORY     - 20120409 MONUMENTED       MNDT
 DO4905  HISTORY     - 20120606 GOOD             MNDT
 DO4905  HISTORY     - 20200408 GOOD             MNDT
 DO4905
 DO4905                          STATION DESCRIPTION
 DO4905
 DO4905'DESCRIBED BY MN DEPT OF TRANSP 2012 (JBG)
 DO4905'THE BENCH MARK IS LOCATED ABOUT 12.9 KM (8.0 MI) EAST OF ROGERS, 5.6
 DO4905'KM (3.5 MI) NORTH OF OSSEO AND 3.2 KM (2.0 MI) SOUTH OF ANOKA.
 DO4905'
 DO4905'IN CHAMPLIN, 1.2 MI (1.9 KM) SOUTH ALONG TRUNK HIGHWAY 169 FROM THE
 DO4905'JUNCTION OF TRUNK HIGHWAY 169 AND COUNTY ROAD 12 EAST IN CHAMPLIN, AT
 DO4905'TRUNK HIGHWAY 169 MILE POINT 144.20.
 DO4905'
 DO4905'THE BENCH MARK IS FOUND 57.4 FT (17.5 M) EAST OF NORTHBOUND TRUNK
 DO4905'HIGHWAY 169, 78.5 FT (23.9 M) WEST OF BUSINESS PARK BOULEVARD NORTH
 DO4905'AND 1.5 FT (0.5 M) SOUTH OF A WITNESS POST.
 DO4905
 DO4905                          STATION RECOVERY (2012)
 DO4905
 DO4905'RECOVERY NOTE BY MN DEPT OF TRANSP 2012 (JXJ)
 DO4905'IN CHAMPLIN, 1.2 MILES SOUTH ALONG TRUNK HIGHWAY 169 FROM JUNCTION OF
 DO4905'TRUNK HIGHWAY 169 AND COUNTY ROAD 12 EAST IN CHAMPLIN, AT TRUNK
 DO4905'HIGHWAY 169 MILEPOINT 144.20, 57.4 FEET EAST OF NORTHBOUND TRUNK
 DO4905'HIGHWAY 169, 78.5 FEET WEST OF BUSINESS PARK BOULEVARD NORTH, 1.5 FEET
 DO4905'SOUTH OF WITNESS POST.
 DO4905
 DO4905                          STATION RECOVERY (2020)
 DO4905
 DO4905'RECOVERY NOTE BY MN DEPT OF TRANSP 2020 (MPP)
 DO4905'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DO4906 ***********************************************************************
 DO4906  DESIGNATION -  2750 AK
 DO4906  PID         -  DO4906
 DO4906  STATE/COUNTY-  MN/HENNEPIN
 DO4906  COUNTRY     -  US
 DO4906  USGS QUAD   -  ANOKA (2019)
 DO4906
 DO4906                         *CURRENT SURVEY CONTROL
 DO4906  ______________________________________________________________________
 DO4906* NAD 83(2011) POSITION- 45 11 01.28492(N) 093 23 32.23684(W)   ADJUSTED
 DO4906* NAD 83(2011) ELLIP HT-   231.339 (meters)        (05/13/13)   ADJUSTED
 DO4906* NAD 83(2011) EPOCH   -  2010.00
 DO4906* NAVD 88 ORTHO HEIGHT -   259.247 (meters)      850.55  (feet) ADJUSTED
 DO4906  ______________________________________________________________________
 DO4906  GEOID HEIGHT    -        -27.913 (meters)                     GEOID18
 DO4906  NAD 83(2011) X  -   -266,469.068 (meters)                     COMP
 DO4906  NAD 83(2011) Y  - -4,495,405.165 (meters)                     COMP
 DO4906  NAD 83(2011) Z  -  4,501,924.337 (meters)                     COMP
 DO4906  LAPLACE CORR    -          4.99  (seconds)                    DEFLEC18
 DO4906  DYNAMIC HEIGHT  -        259.230 (meters)      850.49  (feet) COMP
 DO4906  MODELED GRAVITY -    980,543.9   (mgal)                       NAVD 88
 DO4906
 DO4906  VERT ORDER      -  SECOND    CLASS I
 DO4906
 DO4906  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DO4906  Standards:
 DO4906         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DO4906            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DO4906  -------------------------------------------------------------------
 DO4906  NETWORK    0.53   1.98           0.24   0.18   1.01      0.26608109
 DO4906  -------------------------------------------------------------------
 DO4906  Click here for local accuracies and other accuracy information.
 DO4906
 DO4906.The horizontal coordinates were established by GPS observations
 DO4906.and adjusted by the MN DEPT OF TRANSP in May 2013.
 DO4906
 DO4906.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DO4906.been affixed to the stable North American tectonic plate. See 
 DO4906.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DO4906
 DO4906.The horizontal coordinates are valid at the epoch date displayed above
 DO4906.which is a decimal equivalence of Year/Month/Day.
 DO4906
 DO4906.The orthometric height was determined by differential leveling and
 DO4906.adjusted by the NATIONAL GEODETIC SURVEY
 DO4906.in September 2013.
 DO4906
 DO4906.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO4906.GEOID18 height accuracy estimate available here.
 DO4906
 DO4906.Click photographs - Photos may exist for this station.
 DO4906
 DO4906.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DO4906
 DO4906.The Laplace correction was computed from DEFLEC18 derived deflections.
 DO4906
 DO4906.The ellipsoidal height was determined by GPS observations
 DO4906.and is referenced to NAD 83.
 DO4906
 DO4906.The dynamic height is computed by dividing the NAVD 88
 DO4906.geopotential number by the normal gravity value computed on the
 DO4906.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO4906.degrees latitude (g = 980.6199 gals.).
 DO4906
 DO4906.The modeled gravity was interpolated from observed gravity values.
 DO4906
 DO4906. The following values were computed from the NAD 83(2011) position.
 DO4906
 DO4906;                    North         East     Units Scale Factor Converg.
 DO4906;SPC MN S     -   342,817.973   847,762.040   MT  0.99999296   +0 25 33.5
 DO4906;SPC MN S     - 1,124,728.63  2,781,365.96   sFT  0.99999296   +0 25 33.5
 DO4906;UTM  15      - 5,003,431.232   469,180.656   MT  0.99961168   -0 16 41.8
 DO4906
 DO4906!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DO4906!SPC MN S     -   0.99996373  x   0.99999296  =   0.99995669
 DO4906!UTM  15      -   0.99996373  x   0.99961168  =   0.99957543
 DO4906
 DO4906:                Primary Azimuth Mark                     Grid Az
 DO4906:SPC MN S     -  2750 AJ                                  176 42 32.9
 DO4906:UTM  15      -  2750 AJ                                  177 24 48.2
 DO4906
 DO4906_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL6918003431(NAD 83)
 DO4906
 DO4906|---------------------------------------------------------------------|
 DO4906| PID    Reference Object                     Distance      Geod. Az  |
 DO4906|                                                           dddmmss.s |
 DO4906| DO4905 2750 AJ                             APPROX. 1.6 KM 1770806.4 |
 DO4906| DO4907 SOUSA                               403.984 METERS 3315829.0 |
 DO4906|---------------------------------------------------------------------|
 DO4906
 DO4906                          SUPERSEDED SURVEY CONTROL
 DO4906
 DO4906  NAVD 88             259.25   (m)          850.6    (f) LEVELING    3  
 DO4906
 DO4906.Superseded values are not recommended for survey control.
 DO4906
 DO4906.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DO4906.See file dsdata.pdf to determine how the superseded data were derived.
 DO4906
 DO4906_MARKER: I = METAL ROD
 DO4906_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DO4906_STAMPING: 2750 AK 2012
 DO4906_MARK LOGO: MNDT
 DO4906_PROJECTION: RECESSED 5 CENTIMETERS
 DO4906_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DO4906_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DO4906_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DO4906+SATELLITE: SATELLITE OBSERVATIONS - June 06, 2012
 DO4906_ROD/PIPE-DEPTH: 19.8 meters
 DO4906
 DO4906  HISTORY     - Date     Condition        Report By
 DO4906  HISTORY     - 20120409 MONUMENTED       MNDT
 DO4906  HISTORY     - 20120606 GOOD             MNDT
 DO4906
 DO4906                          STATION DESCRIPTION
 DO4906
 DO4906'DESCRIBED BY MN DEPT OF TRANSP 2012 (JBG)
 DO4906'THE BENCH MARK IS LOCATED ABOUT 12.6 KM (7.8 MI) EAST OF ROGERS, 7.2
 DO4906'KM (4.5 MI) NORTH OF OSSEO AND 1.6 KM (1.0 MI) SOUTH-SOUTHWEST OF
 DO4906'ANOKA.
 DO4906'
 DO4906'IN CHAMPLIN, 0.15 MI (0.2 KM) SOUTH ALONG TRUNK HIGHWAY 169 FROM THE
 DO4906'JUNCTION OF TRUNK HIGHWAY 169 AND COUNTY ROAD 12 EAST IN CHAMPLIN, AT
 DO4906'TRUNK HIGHWAY 169 MILE POINT 145.2.
 DO4906'
 DO4906'THE BENCH MARK IS FOUND 41.5 FT (12.6 M) WEST OF NORTHBOUND TRUNK
 DO4906'HIGHWAY 169, 35.6 FT (10.9 M) EAST OF SOUTHBOUND TRUNK HIGHWAY 169,
 DO4906'31.2 FT (9.5 M) SOUTH OF DEAN AVENUE SIGN, 1.5 FT (0.5 M) NORTH OF A
 DO4906'WITNESS POST.
 DO4906
 DO4906                          STATION RECOVERY (2012)
 DO4906
 DO4906'RECOVERY NOTE BY MN DEPT OF TRANSP 2012 (TXM)
 DO4906'IN CHAMPLIN, 0.15 MILE SOUTH ALONG TRUNK HIGHWAY 169 FROM JUNCTION OF
 DO4906'TRUNK HIGHWAY 169 AND COUNTY ROAD 12 EAST IN CHAMPLIN, AT TRUNK
 DO4906'HIGHWAY 169 MILEPOINT 145.2, 41.5 FEET WEST OF NORTHBOUND TRUNK
 DO4906'HIGHWAY 169, 35.6 FEET EAST OF SOUTHBOUND TRUNK HIGHWAY 169, 31.2 FEET
 DO4906'SOUTH OF DEAN AVENUE SIGN, 1.5 FEET NORTH OF WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DP4189 ***********************************************************************
 DP4189  DESIGNATION -  2750 AL
 DP4189  PID         -  DP4189
 DP4189  STATE/COUNTY-  MN/HENNEPIN
 DP4189  COUNTRY     -  US
 DP4189  USGS QUAD   -  OSSEO (2019)
 DP4189
 DP4189                         *CURRENT SURVEY CONTROL
 DP4189  ______________________________________________________________________
 DP4189* NAD 83(1986) POSITION- 45 04 58.02   (N) 093 24 11.69   (W)   HD_HELD1
 DP4189* NAVD 88 ORTHO HEIGHT -   273.285 (meters)      896.60  (feet) ADJUSTED
 DP4189  ______________________________________________________________________
 DP4189  GEOID HEIGHT    -        -27.329 (meters)                     GEOID18
 DP4189  DYNAMIC HEIGHT  -        273.278 (meters)      896.58  (feet) COMP
 DP4189  MODELED GRAVITY -    980,584.0   (mgal)                       NAVD 88
 DP4189
 DP4189  VERT ORDER      -  SECOND    CLASS I
 DP4189
 DP4189.The horizontal coordinates were determined by differentially corrected
 DP4189.hand held GPS observations or other comparable positioning techniques
 DP4189.and have an estimated accuracy of +/- 3 meters.
 DP4189
 DP4189.The orthometric height was determined by differential leveling and
 DP4189.adjusted by the NATIONAL GEODETIC SURVEY
 DP4189.in September 2016.
 DP4189
 DP4189.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP4189.GEOID18 height accuracy estimate available here.
 DP4189
 DP4189.Click photographs - Photos may exist for this station.
 DP4189
 DP4189.The dynamic height is computed by dividing the NAVD 88
 DP4189.geopotential number by the normal gravity value computed on the
 DP4189.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP4189.degrees latitude (g = 980.6199 gals.).
 DP4189
 DP4189.The modeled gravity was interpolated from observed gravity values.
 DP4189
 DP4189;                    North         East    Units  Estimated Accuracy
 DP4189;SPC MN S     -   331,597.9     846,982.6     MT  (+/- 3 meters HH1 GPS) 
 DP4189
 DP4189_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK6826392225(NAD 83)
 DP4189
 DP4189                          SUPERSEDED SURVEY CONTROL
 DP4189
 DP4189.No superseded survey control is available for this station.
 DP4189
 DP4189_MARKER: F = FLANGE-ENCASED ROD
 DP4189_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DP4189_STAMPING: 2750 AL 2013
 DP4189_MARK LOGO: MNDT
 DP4189_PROJECTION: FLUSH
 DP4189_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DP4189_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DP4189_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP4189+SATELLITE: SATELLITE OBSERVATIONS - October 08, 2013
 DP4189_ROD/PIPE-DEPTH: 4.6 meters
 DP4189
 DP4189  HISTORY     - Date     Condition        Report By
 DP4189  HISTORY     - 20131008 MONUMENTED       MNDT
 DP4189
 DP4189                          STATION DESCRIPTION
 DP4189
 DP4189'DESCRIBED BY MN DEPT OF TRANSP 2013
 DP4189'THE STATION IS LOCATED ABOUT 8.0 MI (12.9 KM) SOUTH OF ANOKA, 6.6 MI
 DP4189'(10.6 KM) EAST-NORTHEAST OF HAMEL AND 2.5 MI (4.0 KM) SOUTH OF OSSEO.
 DP4189'
 DP4189'TO REACH THE MARK AT SOUTHWEST CORNER (IN SOUTHWEST LOOP) OF THE
 DP4189'JUNCTION OF TRUNK HIGHWAY 169 AND INTERSTATE HIGHWAY 694/94 IN MAPLE
 DP4189'GROVE, AT TRUNK HIGHWAY 169 MILE POINT 137.8.
 DP4189'
 DP4189'THE MARK IS LOCATED 225.0 FT (68.6 M) WEST OF SOUTHBOUND TRUNK HIGHWAY
 DP4189'169, 250.0 FT (76.2 M) SOUTH OF EASTBOUND INTERSTATE HIGHWAY 94 AND
 DP4189'EASTBOUND INTERSTATE HIGHWAY 694, 113.3 FT (34.5 M) EAST OF LIGHT POLE
 DP4189'A10517, 1.5 FT (0.5 M) NORTH OF A WITNESS POST.
 DP4189'
 DP4189'NOTE - THE STATION MARK CONSISTS OF A 3/4 INCH (19 MM) DIAMETER
 DP4189'ALUMINUM ROD DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL MARK
 DP4189'REMOVABLE DISK SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY
 DP4189'A SIX-INCH PVC PIPE BACKFILLED WITH WASHED SAND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 QO2393 ***********************************************************************
 QO2393  DESIGNATION -  2750 F
 QO2393  PID         -  QO2393
 QO2393  STATE/COUNTY-  MN/HENNEPIN
 QO2393  COUNTRY     -  US
 QO2393  USGS QUAD   -  OSSEO (2019)
 QO2393
 QO2393                         *CURRENT SURVEY CONTROL
 QO2393  ______________________________________________________________________
 QO2393* NAD 83(1986) POSITION- 45 06 57.62   (N) 093 23 30.67   (W)   HD_HELD1
 QO2393* NAVD 88 ORTHO HEIGHT -   268.375 (meters)      880.49  (feet) ADJUSTED
 QO2393  ______________________________________________________________________
 QO2393  GEOID HEIGHT    -        -27.497 (meters)                     GEOID18
 QO2393  DYNAMIC HEIGHT  -        268.365 (meters)      880.46  (feet) COMP
 QO2393  MODELED GRAVITY -    980,573.7   (mgal)                       NAVD 88
 QO2393
 QO2393  VERT ORDER      -  SECOND    CLASS I
 QO2393
 QO2393.The horizontal coordinates were determined by differentially corrected
 QO2393.hand held GPS observations or other comparable positioning techniques
 QO2393.and have an estimated accuracy of +/- 3 meters.
 QO2393
 QO2393.The orthometric height was determined by differential leveling and
 QO2393.adjusted by the NATIONAL GEODETIC SURVEY
 QO2393.in September 2013.
 QO2393
 QO2393.Significant digits in the geoid height do not necessarily reflect accuracy.
 QO2393.GEOID18 height accuracy estimate available here.
 QO2393
 QO2393.Click photographs - Photos may exist for this station.
 QO2393
 QO2393.The dynamic height is computed by dividing the NAVD 88
 QO2393.geopotential number by the normal gravity value computed on the
 QO2393.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QO2393.degrees latitude (g = 980.6199 gals.).
 QO2393
 QO2393.The modeled gravity was interpolated from observed gravity values.
 QO2393
 QO2393;                    North         East    Units  Estimated Accuracy
 QO2393;SPC MN S     -   335,296.4     847,852.2     MT  (+/- 3 meters HH1 GPS) 
 QO2393
 QO2393_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK6917895911(NAD 83)
 QO2393
 QO2393                          SUPERSEDED SURVEY CONTROL
 QO2393
 QO2393  NAVD 88 (06/23/95)  268.374  (m)          880.49   (f) SUPERSEDED  2 2
 QO2393
 QO2393.Superseded values are not recommended for survey control.
 QO2393
 QO2393.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QO2393.See file dsdata.pdf to determine how the superseded data were derived.
 QO2393
 QO2393_MARKER: DV = VERTICAL CONTROL DISK
 QO2393_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 QO2393_SP_SET: LARGE CONCRETE FOOTING
 QO2393_STAMPING: 2750 F 1981
 QO2393_MARK LOGO: MNDT
 QO2393_MAGNETIC: N = NO MAGNETIC MATERIAL
 QO2393_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QO2393_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 QO2393+SATELLITE: SATELLITE OBSERVATIONS - March 29, 2012
 QO2393
 QO2393  HISTORY     - Date     Condition        Report By
 QO2393  HISTORY     - 19810829 MONUMENTED       MNDT
 QO2393  HISTORY     - 20040606 GOOD             USPSQD
 QO2393  HISTORY     - 20051112 GOOD             USPSQD
 QO2393  HISTORY     - 20070726 GOOD             MNDT
 QO2393  HISTORY     - 20080522 GOOD             MNDT
 QO2393  HISTORY     - 20120329 GOOD             MNDT
 QO2393
 QO2393                          STATION DESCRIPTION
 QO2393
 QO2393'DESCRIBED BY MN DEPT OF TRANSP 1981
 QO2393'THE MARK IS LOCATED IN THE CITY OF OSSEO, 0.5 MI (0.8 KM) EAST ALONG
 QO2393'BROADWAY STREET FROM ITS JUNCTION WITH TRUNK HIGHWAY 52 IN OSSEO AND
 QO2393'IS IN THE SW 1/4 OF SECTION 18, T119N, R21W.  THE MARK IS 33 FT
 QO2393'(10.1 M) EAST OF THE EXTENDED CENTER OF 8TH AVENUE EAST, 28 FT
 QO2393'(8.5 M) SOUTH OF AND 1 FT (0.3 M) LOWER THAN THE CENTER OF BROADWAY
 QO2393'STREET OR 89TH AVENUE NORTH IN THE SOUTHEAST CORNER OF THE 4 FOOT
 QO2393'SQUARE CONCRETE BASE FOR STEEL POWER POLE NUMBER 92.  THE MARK, A
 QO2393'STANDARD MNDT VERTICAL CONTROL MARK DISK STAMPED---2750 F 1981---, IS
 QO2393'CEMENTED IN A DRILL HOLE IN THE CONCRETE BASE.
 QO2393
 QO2393                          STATION RECOVERY (2004)
 QO2393
 QO2393'RECOVERY NOTE BY US POWER SQUADRON 2004 (JCH)
 QO2393'TRUNK HIGHWAY 52 IS NOW NAMED CENTRAL AVENUE.
 QO2393
 QO2393                          STATION RECOVERY (2005)
 QO2393
 QO2393'RECOVERY NOTE BY US POWER SQUADRON 2005 (RCS)
 QO2393'RECOVERED IN GOOD CONDITION.
 QO2393
 QO2393                          STATION RECOVERY (2007)
 QO2393
 QO2393'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (JJB)
 QO2393'THE MARK IS LOCATED ABOUT 8.3 MI (13.4 KM) NORTHEAST OF HAMEL, 5.7 MI
 QO2393'(9.2 KM) SOUTH OF ANOKA AND 0.6 MI (1.0 KM) EAST-SOUTHEAST OF OSSEO.
 QO2393'TO REACH TO THE MARK IN OSSEO, 0.5 MI (0.8 KM) EAST OF THE JUNCTION OF
 QO2393'COUNTY ROAD 81 AND BROADWAY STREET, 33 FT (10.1 M) EAST OF EIGHTH
 QO2393'AVENUE EAST EXTENDED, 28 FT (8.5 M) SOUTH OF BROADWAY STREET IN
 QO2393'SOUTHEAST CORNER OF BASE OF STEEL POWER POLE NUMBER 92.
 QO2393
 QO2393                          STATION RECOVERY (2008)
 QO2393
 QO2393'RECOVERY NOTE BY MN DEPT OF TRANSP 2008 (MDL)
 QO2393'RECOVERED AS DESCRIBED.
 QO2393
 QO2393                          STATION RECOVERY (2012)
 QO2393
 QO2393'RECOVERY NOTE BY MN DEPT OF TRANSP 2012 (KMS)
 QO2393'IN OSSEO, 0.3 MI (0.5 KM) NORTHWEST ALONG COUNTY ROAD 81  FROM THE
 QO2393'JUNCTION OF COUNTY ROAD 81 AND COUNTY ROAD 109/ 85TH AVENUE IN OSSEO,
 QO2393'0.3 MI (0.5 KM) NORTH ALONG FOURTH AVENUE SOUTHEAST, THEN 0.2 MI (0.3
 QO2393'KM) EAST ALONG BROADWAY AVENUE EAST, 33 FT (10.1 M) EAST OF EIGHTH
 QO2393'AVENUE EAST EXTENDED, 28.0 FT (8.5 M) SOUTH OF BROADWAY STREET/ 89TH
 QO2393'AVENUE NORTH, IN SOUTHEAST CORNER OF STEEL POWER POLE NUMBER 92 BASE.
 QO2393'MARK AND CONCRETE FOOTING ARE RECESSED IN 10 INCHES (25 CM) OF DIRT.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 QO2394 ***********************************************************************
 QO2394  DESIGNATION -  2750 G
 QO2394  PID         -  QO2394
 QO2394  STATE/COUNTY-  MN/HENNEPIN
 QO2394  COUNTRY     -  US
 QO2394  USGS QUAD   -  OSSEO (2019)
 QO2394
 QO2394                         *CURRENT SURVEY CONTROL
 QO2394  ______________________________________________________________________
 QO2394* NAD 83(1986) POSITION- 45 07 23.42   (N) 093 23 23.93   (W)   HD_HELD1
 QO2394* NAVD 88 ORTHO HEIGHT -   269.409 (meters)      883.89  (feet) ADJUSTED
 QO2394  ______________________________________________________________________
 QO2394  GEOID HEIGHT    -        -27.536 (meters)                     GEOID18
 QO2394  DYNAMIC HEIGHT  -        269.399 (meters)      883.85  (feet) COMP
 QO2394  MODELED GRAVITY -    980,570.9   (mgal)                       NAVD 88
 QO2394
 QO2394  VERT ORDER      -  SECOND    CLASS I
 QO2394
 QO2394.The horizontal coordinates were determined by differentially corrected
 QO2394.hand held GPS observations or other comparable positioning techniques
 QO2394.and have an estimated accuracy of +/- 3 meters.
 QO2394
 QO2394.The orthometric height was determined by differential leveling and
 QO2394.adjusted by the NATIONAL GEODETIC SURVEY
 QO2394.in September 2013.
 QO2394
 QO2394.Significant digits in the geoid height do not necessarily reflect accuracy.
 QO2394.GEOID18 height accuracy estimate available here.
 QO2394
 QO2394.Click photographs - Photos may exist for this station.
 QO2394
 QO2394.The dynamic height is computed by dividing the NAVD 88
 QO2394.geopotential number by the normal gravity value computed on the
 QO2394.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QO2394.degrees latitude (g = 980.6199 gals.).
 QO2394
 QO2394.The modeled gravity was interpolated from observed gravity values.
 QO2394
 QO2394;                    North         East    Units  Estimated Accuracy
 QO2394;SPC MN S     -   336,093.9     847,993.6     MT  (+/- 3 meters HH1 GPS) 
 QO2394
 QO2394_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK6932996707(NAD 83)
 QO2394
 QO2394                          SUPERSEDED SURVEY CONTROL
 QO2394
 QO2394  NAVD 88 (06/23/95)  269.405  (m)          883.87   (f) SUPERSEDED  2 2
 QO2394
 QO2394.Superseded values are not recommended for survey control.
 QO2394
 QO2394.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QO2394.See file dsdata.pdf to determine how the superseded data were derived.
 QO2394
 QO2394_MARKER: DV = VERTICAL CONTROL DISK
 QO2394_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 QO2394_STAMPING: 2750 G 1981
 QO2394_MARK LOGO: MNDT
 QO2394_PROJECTION: PROJECTING 5 CENTIMETERS
 QO2394_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 QO2394_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QO2394_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 QO2394+SATELLITE: SATELLITE OBSERVATIONS - March 25, 2015
 QO2394_ROD/PIPE-DEPTH: 12.2 meters
 QO2394
 QO2394  HISTORY     - Date     Condition        Report By
 QO2394  HISTORY     - 19810829 MONUMENTED       MNDT
 QO2394  HISTORY     - 19920416 GOOD             MNDT
 QO2394  HISTORY     - 20011106 GOOD             MNDT
 QO2394  HISTORY     - 20031025 GOOD             USPSQD
 QO2394  HISTORY     - 20051112 GOOD             USPSQD
 QO2394  HISTORY     - 20070726 GOOD             MNDT
 QO2394  HISTORY     - 20080522 GOOD             MNDT
 QO2394  HISTORY     - 20120329 GOOD             MNDT
 QO2394  HISTORY     - 20150325 GOOD             MNDT
 QO2394
 QO2394                          STATION DESCRIPTION
 QO2394
 QO2394'DESCRIBED BY MN DEPT OF TRANSP 1981
 QO2394'THE MARK IS LOCATED IN THE CITY OF OSSEO, 0.6 MI (1.0 KM) EAST ALONG
 QO2394'COUNTY ROAD 30 FROM ITS JUNCTION WITH TRUNK HIGHWAY 52 IN OSSEO AND
 QO2394'IS IN THE NE 1/4 OF SECTION 18, T119, R21W.  THE MARK IS 196 FT
 QO2394'(59.7 M) EAST OF THE EAST GATE POST AT THE MAIN OF NORTH ENTRANCE TO
 QO2394'THE ST VINCENT CEMETERY, 32.6 FT (9.9 M) SOUTH OF AND ABOUT LEVEL
 QO2394'WITH THE CENTERLINE OF COUNTY ROAD 30, 1.2 FT (0.4 M) WEST OF A
 QO2394'RIGHT-OF-WAY SIGN POST, 0.4 FT (0.1 M) NORTH OF A WROUGHT IRON
 QO2394'FENCE, AND 0.6 FT (0.2 M) EAST OF A STEEL WITNESS POST. THE MARK, A
 QO2394'STANDARD MNDT VERTICAL CONTROL MARK DISK STAMPED---2750 G 1981---, IS
 QO2394'FORCED ONTO THE TOP OF A DRIVEN 5/8 INCH BY 40 FOOT LONG ALUMINUM
 QO2394'ALLOY ROD THAT IS FLUSH WITH THE SURFACE OF THE GROUND.  THE MARK IS
 QO2394'MAGNETIC.
 QO2394
 QO2394                          STATION RECOVERY (1992)
 QO2394
 QO2394'RECOVERY NOTE BY MN DEPT OF TRANSP 1992 (HTS)
 QO2394'THE MARK WAS RECOVERED IN GOOD CONDITION.
 QO2394
 QO2394                          STATION RECOVERY (2001)
 QO2394
 QO2394'RECOVERY NOTE BY MN DEPT OF TRANSP 2001 (WAS)
 QO2394'RECOVERED AS DESCRIBED.
 QO2394
 QO2394                          STATION RECOVERY (2003)
 QO2394
 QO2394'RECOVERY NOTE BY US POWER SQUADRON 2003
 QO2394'RECOVERED IN GOOD CONDITION.
 QO2394
 QO2394                          STATION RECOVERY (2005)
 QO2394
 QO2394'RECOVERY NOTE BY US POWER SQUADRON 2005 (RCS)
 QO2394'RECOVERED IN GOOD CONDITION.
 QO2394
 QO2394                          STATION RECOVERY (2007)
 QO2394
 QO2394'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (JJB)
 QO2394'THE MARK IS LOCATED ABOUT 8.7 MI (14.0 KM) NORTHEAST OF HAMEL, 5.2 MI
 QO2394'(8.4 KM) SOUTH OF ANOKA AND 0.7 MI (1.1 KM) EAST-NORTHEAST OF OSSEO.
 QO2394'TO REACH TO THE MARK IN OSSEO, 196 FT (59.7 M) WEST OF TRUNK HIGHWAY
 QO2394'169, 196 FT (59.7 M) EAST OF EAST CEMETERY GATE POST, 32.6 FT (9.9 M)
 QO2394'SOUTH OF COUNTY ROAD 30, 1.2 FT (0.4 M) WEST OF RIGHT OF WAY SIGN
 QO2394'POST, 0.4 FT (0.1 M) NORTH OF A FENCE, 0.6 FT (0.2 M) EAST OF A
 QO2394'WITNESS POST.
 QO2394
 QO2394                          STATION RECOVERY (2008)
 QO2394
 QO2394'RECOVERY NOTE BY MN DEPT OF TRANSP 2008 (MDL)
 QO2394'RECOVERED AS DESCRIBED.
 QO2394
 QO2394                          STATION RECOVERY (2012)
 QO2394
 QO2394'RECOVERY NOTE BY MN DEPT OF TRANSP 2012 (KMS)
 QO2394'RECOVERED AS DESCRIBED.
 QO2394
 QO2394                          STATION RECOVERY (2015)
 QO2394
 QO2394'RECOVERY NOTE BY MN DEPT OF TRANSP 2015 (KMS)
 QO2394'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 QO2397 ***********************************************************************
 QO2397  DESIGNATION -  2750 J
 QO2397  PID         -  QO2397
 QO2397  STATE/COUNTY-  MN/HENNEPIN
 QO2397  COUNTRY     -  US
 QO2397  USGS QUAD   -  ANOKA (2019)
 QO2397
 QO2397                         *CURRENT SURVEY CONTROL
 QO2397  ______________________________________________________________________
 QO2397* NAD 83(1986) POSITION- 45 07 50.39   (N) 093 24 08.38   (W)   HD_HELD1
 QO2397* NAVD 88 ORTHO HEIGHT -   270.846 (meters)      888.60  (feet) ADJUSTED
 QO2397  ______________________________________________________________________
 QO2397  GEOID HEIGHT    -        -27.606 (meters)                     GEOID18
 QO2397  DYNAMIC HEIGHT  -        270.834 (meters)      888.56  (feet) COMP
 QO2397  MODELED GRAVITY -    980,564.2   (mgal)                       NAVD 88
 QO2397
 QO2397  VERT ORDER      -  SECOND    CLASS I
 QO2397
 QO2397.The horizontal coordinates were determined by differentially corrected
 QO2397.hand held GPS observations or other comparable positioning techniques
 QO2397.and have an estimated accuracy of +/- 3 meters.
 QO2397
 QO2397.The orthometric height was determined by differential leveling and
 QO2397.adjusted by the NATIONAL GEODETIC SURVEY
 QO2397.in September 2013.
 QO2397
 QO2397.No vertical observational check was made to the station.
 QO2397
 QO2397.Significant digits in the geoid height do not necessarily reflect accuracy.
 QO2397.GEOID18 height accuracy estimate available here.
 QO2397
 QO2397.Click photographs - Photos may exist for this station.
 QO2397
 QO2397.The dynamic height is computed by dividing the NAVD 88
 QO2397.geopotential number by the normal gravity value computed on the
 QO2397.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QO2397.degrees latitude (g = 980.6199 gals.).
 QO2397
 QO2397.The modeled gravity was interpolated from observed gravity values.
 QO2397
 QO2397;                    North         East    Units  Estimated Accuracy
 QO2397;SPC MN S     -   336,919.3     847,016.1     MT  (+/- 3 meters HH1 GPS) 
 QO2397
 QO2397_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK6836297544(NAD 83)
 QO2397
 QO2397                          SUPERSEDED SURVEY CONTROL
 QO2397
 QO2397  NAVD 88 (06/23/95)  270.853  (m)          888.62   (f) SUPERSEDED  2 2
 QO2397
 QO2397.Superseded values are not recommended for survey control.
 QO2397
 QO2397.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QO2397.See file dsdata.pdf to determine how the superseded data were derived.
 QO2397
 QO2397_MARKER: DV = VERTICAL CONTROL DISK
 QO2397_SETTING: 30 = SET IN A LIGHT STRUCTURE
 QO2397_SP_SET: BASE OF POWER LINE TOWER
 QO2397_STAMPING: 2750 J 1981
 QO2397_MARK LOGO: MNDT
 QO2397_MAGNETIC: N = NO MAGNETIC MATERIAL
 QO2397_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QO2397_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 QO2397+SATELLITE: SATELLITE OBSERVATIONS - March 25, 2015
 QO2397
 QO2397  HISTORY     - Date     Condition        Report By
 QO2397  HISTORY     - 19810829 MONUMENTED       MNDT
 QO2397  HISTORY     - 19920430 GOOD             MNDT
 QO2397  HISTORY     - 20011106 POOR             MNDT
 QO2397  HISTORY     - 20040606 GOOD             USPSQD
 QO2397  HISTORY     - 20051112 GOOD             USPSQD
 QO2397  HISTORY     - 20061124 GOOD             USPSQD
 QO2397  HISTORY     - 20070723 GOOD             MNDT
 QO2397  HISTORY     - 20120329 GOOD             MNDT
 QO2397  HISTORY     - 20150325 GOOD             MNDT
 QO2397
 QO2397                          STATION DESCRIPTION
 QO2397
 QO2397'DESCRIBED BY MN DEPT OF TRANSP 1981
 QO2397'THE MARK IS LOCATED IN THE CITY OF MAPLE GROVE, NEAR THE JUNCTION OF
 QO2397'TRUNK HIGHWAY 52 AND 97TH AVENUE NORTH IN THE EAST HALF OF SECTION
 QO2397'12, T119N, R22W.  THE MARK IS 87.1 FT (26.5 M) WEST OF AND 2 FT
 QO2397'(0.6 M) LOWER THAN THE CENTERLINE OF HIGHWAY 52 AND 72 FT (21.9 M)
 QO2397'NORTH OF THE EXTENDED CENTER OF 97TH AVENUE NORTH IN THE EAST SIDE OF
 QO2397'THE CONCRETE BASE FOR HIGH TENSION TOWER NUMBER COX 122.  THE MARK, A
 QO2397'STANDARD MNDT VERTICAL CONTROL MARK DISK STAMPED---2750 J 1981---, IS
 QO2397'CEMENTED IN A DRILL HOLE IN THE CONCRETE BASE.
 QO2397
 QO2397                          STATION RECOVERY (1992)
 QO2397
 QO2397'RECOVERY NOTE BY MN DEPT OF TRANSP 1992 (HTS)
 QO2397'THE MARK WAS RECOVERED IN GOOD CONDITION.
 QO2397
 QO2397                          STATION RECOVERY (2001)
 QO2397
 QO2397'RECOVERY NOTE BY MN DEPT OF TRANSP 2001 (WAS)
 QO2397'THE MARK WAS RECOVERED IN POOR CONDITION.  THE MARK IS FLUSH, SLIGHTLY
 QO2397'TIPPED.
 QO2397
 QO2397                          STATION RECOVERY (2004)
 QO2397
 QO2397'RECOVERY NOTE BY US POWER SQUADRON 2004 (JCH)
 QO2397'NORTH OF OSSEO, TRUNK HIGHWAY 52 IS NOW NAMED JEFFERSON HIGHWAY NORTH.
 QO2397'THE MARK IS NEAR THE INTERSECTION OF JEFFERSON HIGHWAY NORTH AND 97TH
 QO2397'PLACE NORTH.
 QO2397
 QO2397                          STATION RECOVERY (2005)
 QO2397
 QO2397'RECOVERY NOTE BY US POWER SQUADRON 2005 (RCS)
 QO2397'RECOVERED IN GOOD CONDITION.
 QO2397
 QO2397                          STATION RECOVERY (2006)
 QO2397
 QO2397'RECOVERY NOTE BY US POWER SQUADRON 2006 (JCH)
 QO2397'RECOVERED IN GOOD CONDITION.
 QO2397
 QO2397                          STATION RECOVERY (2007)
 QO2397
 QO2397'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (BLB)
 QO2397'THE MARK IS LOCATED ABOUT 8.4 MI (13.5 KM) EAST-SOUTHEAST OF ROGERS,
 QO2397'4.7 MI (7.6 KM) SOUTH OF ANOKA AND 0.8 MI (1.3 KM) NORTH OF OSSEO.
 QO2397'
 QO2397'TO REACH TO THE MARK IN MAPLE GROVE, NEAR JUNCTION OF JEFFERSON
 QO2397'HIGHWAY (OLD TRUNK HIGHWAY 52) AND 97TH AVENUE NORTH, 87 FT (26.5 M)
 QO2397'WEST OF HIGHWAY, 238 FT (72.5 M) SOUTH OF 97TH PLACE NORTH, IN EAST
 QO2397'SIDE OF BASE OF POWER LINE TOWER CDX 122.
 QO2397
 QO2397                          STATION RECOVERY (2012)
 QO2397
 QO2397'RECOVERY NOTE BY MN DEPT OF TRANSP 2012 (JBG)
 QO2397'THE VERTICAL MARK IS LOCATED ABOUT 13.5 KM (8.4 MI) EAST-SOUTHEAST OF
 QO2397'ROGERS, 7.6 KM (4.7 MI) SOUTH OF ANOKA AND 1.2 KM (0.8 MI) NORTH OF
 QO2397'OSSEO.
 QO2397'
 QO2397'IN MAPLE GROVE, AT THE JUNCTION OF JEFFERSON HIGHWAY AND TRUNK HIGHWAY
 QO2397'610, AT TRUNK HIGHWAY 610 MILE POINT 4.55, 0.5 MI (0.8 KM) WEST ALONG
 QO2397'TRUNK HIGHWAY 610 FROM THE JUNCTION OF TRUNK HIGHWAY 610 AND TRUNK
 QO2397'HIGHWAY 169 IN BROOKLYN PARK.
 QO2397'
 QO2397'THE VERTICAL MARK IS FOUND 123.3 FT (37.6 M) NORTH OF WESTBOUND TRUNK
 QO2397'HIGHWAY 610, 87.0 FT (26.5 M) WEST OF HIGHWAY OF JEFFERSON HIGHWAY, IN
 QO2397'THE EAST SIDE OF THE BASE OF THE POWER LINE TOWER NUMBER CDX 122.
 QO2397
 QO2397                          STATION RECOVERY (2015)
 QO2397
 QO2397'RECOVERY NOTE BY MN DEPT OF TRANSP 2015 (KMS)
 QO2397'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 QO2399 ***********************************************************************
 QO2399  DESIGNATION -  2750 K
 QO2399  PID         -  QO2399
 QO2399  STATE/COUNTY-  MN/HENNEPIN
 QO2399  COUNTRY     -  US
 QO2399  USGS QUAD   -  ANOKA (2019)
 QO2399
 QO2399                         *CURRENT SURVEY CONTROL
 QO2399  ______________________________________________________________________
 QO2399* NAD 83(1986) POSITION- 45 08 16.11   (N) 093 23 25.79   (W)   HD_HELD1
 QO2399* NAVD 88 ORTHO HEIGHT -   267.514 (meters)      877.67  (feet) ADJUSTED
 QO2399  ______________________________________________________________________
 QO2399  GEOID HEIGHT    -        -27.625 (meters)                     GEOID18
 QO2399  DYNAMIC HEIGHT  -        267.502 (meters)      877.63  (feet) COMP
 QO2399  MODELED GRAVITY -    980,564.1   (mgal)                       NAVD 88
 QO2399
 QO2399  VERT ORDER      -  SECOND    CLASS I
 QO2399
 QO2399.The horizontal coordinates were determined by differentially corrected
 QO2399.hand held GPS observations or other comparable positioning techniques
 QO2399.and have an estimated accuracy of +/- 3 meters.
 QO2399
 QO2399.The orthometric height was determined by differential leveling and
 QO2399.adjusted by the NATIONAL GEODETIC SURVEY
 QO2399.in October 1999.
 QO2399
 QO2399.No vertical observational check was made to the station.
 QO2399
 QO2399.Significant digits in the geoid height do not necessarily reflect accuracy.
 QO2399.GEOID18 height accuracy estimate available here.
 QO2399
 QO2399.Click photographs - Photos may exist for this station.
 QO2399
 QO2399.The dynamic height is computed by dividing the NAVD 88
 QO2399.geopotential number by the normal gravity value computed on the
 QO2399.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QO2399.degrees latitude (g = 980.6199 gals.).
 QO2399
 QO2399.The modeled gravity was interpolated from observed gravity values.
 QO2399
 QO2399;                    North         East    Units  Estimated Accuracy
 QO2399;SPC MN S     -   337,720.1     847,940.8     MT  (+/- 3 meters HH1 GPS) 
 QO2399
 QO2399_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK6929698333(NAD 83)
 QO2399
 QO2399                          SUPERSEDED SURVEY CONTROL
 QO2399
 QO2399  NAVD 88 (06/23/95)  267.529  (m)          877.72   (f) SUPERSEDED  2 2
 QO2399
 QO2399.Superseded values are not recommended for survey control.
 QO2399
 QO2399.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QO2399.See file dsdata.pdf to determine how the superseded data were derived.
 QO2399
 QO2399_MARKER: DV = VERTICAL CONTROL DISK
 QO2399_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 QO2399_STAMPING: 2750 K 1981
 QO2399_MARK LOGO: MNDT
 QO2399_PROJECTION: FLUSH
 QO2399_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 QO2399_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QO2399_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 QO2399+SATELLITE: SATELLITE OBSERVATIONS - March 25, 2015
 QO2399_ROD/PIPE-DEPTH: 15.2 meters
 QO2399
 QO2399  HISTORY     - Date     Condition        Report By
 QO2399  HISTORY     - 19810829 MONUMENTED       MNDT
 QO2399  HISTORY     - 19920430 GOOD             MNDT
 QO2399  HISTORY     - 20011106 GOOD             MNDT
 QO2399  HISTORY     - 20031102 GOOD             USPSQD
 QO2399  HISTORY     - 20051112 GOOD             USPSQD
 QO2399  HISTORY     - 20061124 GOOD             USPSQD
 QO2399  HISTORY     - 20070723 GOOD             MNDT
 QO2399  HISTORY     - 20120402 GOOD             MNDT
 QO2399  HISTORY     - 20150325 GOOD             MNDT
 QO2399
 QO2399                          STATION DESCRIPTION
 QO2399
 QO2399'DESCRIBED BY MN DEPT OF TRANSP 1981
 QO2399'THE MARK IS LOCATED IN THE CITY OF BROOKLYN PARK, 0.5 MI (0.8 KM) EAST
 QO2399'ALONG 101ST AVENUE NORTH FROM ITS JUNCTION WITH TRUNK HIGHWAY 52 AND
 QO2399'IN THE SOUTH HALF OF SECTION 6, T119N, R21W.  THE MARK IS 46 FT
 QO2399'(14.0 M) SOUTHEAST OF THE SOUTHEAST CORNER OF A GARAGE, 42 FT
 QO2399'(12.8 M) NORTH OF THE CENTER OF 101ST AVENUE NORTH, 3 FT (0.9 M)
 QO2399'NORTHWEST OF POWER POLE NUMBER 179, 1.8 FT (0.5 M) NORTHEAST OF A
 QO2399'CAST IRON HOPRO BOUNDARY MONUMENT, AND 0.6 FT (0.2 M) SOUTHWEST OF A
 QO2399'STEEL WITNESS POST.  THE MARK, A STANDARD MNDT VERTICAL CONTROL MARK
 QO2399'DISK STAMPED---2750 K 1981---, IS FORCED ONTO THE TOP OF A DRIVEN 50
 QO2399'FOOT LONG ALUMINUM ALLOY ROD THAT PROJECTS 2 INCHES ABOVE THE SURFACE
 QO2399'OF THE GROUND.  THE MARK IS MAGNETIC.
 QO2399
 QO2399                          STATION RECOVERY (1992)
 QO2399
 QO2399'RECOVERY NOTE BY MN DEPT OF TRANSP 1992 (HTS)
 QO2399'THE MARK WAS RECOVERED IN GOOD CONDITION.
 QO2399
 QO2399                          STATION RECOVERY (2001)
 QO2399
 QO2399'RECOVERY NOTE BY MN DEPT OF TRANSP 2001 (WAS)
 QO2399'RECOVERED AS DESCRIBED.
 QO2399
 QO2399                          STATION RECOVERY (2003)
 QO2399
 QO2399'RECOVERY NOTE BY US POWER SQUADRON 2003
 QO2399'HIGHWAY 52 NO LONGER EXISTS.  THIS MARK IS LOCATED IN THE NE CORNER OF
 QO2399'HWY. 169 AND 101ST AVE.
 QO2399
 QO2399                          STATION RECOVERY (2005)
 QO2399
 QO2399'RECOVERY NOTE BY US POWER SQUADRON 2005 (RCS)
 QO2399'GARAGE NOTED IN REPORT HAS BEEN REMOVED.
 QO2399
 QO2399                          STATION RECOVERY (2006)
 QO2399
 QO2399'RECOVERY NOTE BY US POWER SQUADRON 2006 (JCH)
 QO2399'RECOVERED IN GOOD CONDITION.
 QO2399
 QO2399                          STATION RECOVERY (2007)
 QO2399
 QO2399'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (JJB)
 QO2399'THE MARK IS LOCATED ABOUT 8.7 MI (14.0 KM) EAST-SOUTHEAST OF ROGERS,
 QO2399'4.1 MI (6.6 KM) SOUTH OF ANOKA AND 1.4 MI (2.3 KM) NORTH-NORTHEAST OF
 QO2399'OSSEO.
 QO2399'
 QO2399'TO REACH TO THE MARK IN BROOKLYN PARK, 400 FT (121.9 M) EAST OF THE
 QO2399'JUNCTION OF NORTHBOUND TRUNK HIGHWAY 169 AND 101ST AVENUE NORTH, 51.0
 QO2399'FT (15.5 M) EAST OF DRIVEWAY, 42 FT (12.8 M) NORTH OF 101ST AVENUE
 QO2399'NORTH, 3 FT (0.9 M) NORTHWEST OF POWER POLE 179, 1.8 FT (0.5 M)
 QO2399'NORTHEAST OF BOUNDARY MONUMENT, 0.6 FT (0.2 M) SOUTHWEST OF A WITNESS
 QO2399'POST.
 QO2399
 QO2399                          STATION RECOVERY (2012)
 QO2399
 QO2399'RECOVERY NOTE BY MN DEPT OF TRANSP 2012 (KMS)
 QO2399'THE BENCH MARK IS LOCATED ABOUT 14.0 KM (8.7 MI) EAST-SOUTHEAST OF
 QO2399'ROGERS, 6.7 KM (4.1 MI) SOUTH OF ANOKA AND 2.2 KM (1.4 MI)
 QO2399'NORTH-NORTHEAST OF OSSEO.
 QO2399'
 QO2399'IN BROOKLYN PARK, 0.5 MI (0.8 KM) NORTH ALONG TRUNK HIGHWAY 169 FROM
 QO2399'THE JUNCTION OF TRUNK HIGHWAY 169 AND TRUNK HIGHWAY 610 IN BROOKLYN
 QO2399'PARK, AT TRUNK HIGHWAY 169 MILE POINT 141.85, THEN 0.05 MI (0.1 KM)
 QO2399'EAST ON 101ST AVENUE NORTH, THEN 400.0 FT (121.9 M) EAST ON 101ST
 QO2399'AVENUE NORTH FROM THE JUNCTION OF NORTHBOUND TRUNK HIGHWAY 169 AND
 QO2399'101ST AVENUE NORTH.
 QO2399'
 QO2399'THE BENCH MARK IS FOUND 51.0 FT (15.5 M) EAST OF DRIVEWAY, 42.0 FT
 QO2399'(12.8 M) NORTH OF 101ST AVENUE NORTH, 3.0 FT (0.9 M) NORTHWEST OF
 QO2399'POWER POLE NUMBER 179, 1.8 FT (0.5 M) NORTHEAST OF BOUNDARY MONUMENT
 QO2399'AND 0.6 FT (18 CM) SOUTHWEST OF A WITNESS POST.
 QO2399
 QO2399                          STATION RECOVERY (2015)
 QO2399
 QO2399'RECOVERY NOTE BY MN DEPT OF TRANSP 2015 (KMS)
 QO2399'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 QO2398 ***********************************************************************
 QO2398  DESIGNATION -  2750 L
 QO2398  PID         -  QO2398
 QO2398  STATE/COUNTY-  MN/HENNEPIN
 QO2398  COUNTRY     -  US
 QO2398  USGS QUAD   -  ANOKA (2019)
 QO2398
 QO2398                         *CURRENT SURVEY CONTROL
 QO2398  ______________________________________________________________________
 QO2398* NAD 83(2011) POSITION- 45 08 16.08058(N) 093 24 07.82915(W)   ADJUSTED
 QO2398* NAD 83(2011) ELLIP HT-   241.220 (meters)        (05/13/13)   ADJUSTED
 QO2398* NAD 83(2011) EPOCH   -  2010.00
 QO2398* NAVD 88 ORTHO HEIGHT -   268.862 (meters)      882.09  (feet) ADJUSTED
 QO2398  ______________________________________________________________________
 QO2398  GEOID HEIGHT    -        -27.650 (meters)                     GEOID18
 QO2398  NAD 83(2011) X  -   -267,459.805 (meters)                     COMP
 QO2398  NAD 83(2011) Y  - -4,498,976.175 (meters)                     COMP
 QO2398  NAD 83(2011) Z  -  4,498,335.102 (meters)                     COMP
 QO2398  LAPLACE CORR    -          5.42  (seconds)                    DEFLEC18
 QO2398  DYNAMIC HEIGHT  -        268.849 (meters)      882.05  (feet) COMP
 QO2398  MODELED GRAVITY -    980,560.8   (mgal)                       NAVD 88
 QO2398
 QO2398  VERT ORDER      -  SECOND    CLASS I
 QO2398
 QO2398  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 QO2398  Standards:
 QO2398         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 QO2398            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 QO2398  -------------------------------------------------------------------
 QO2398  NETWORK    0.46   1.53           0.20   0.17   0.78      0.07815538
 QO2398  -------------------------------------------------------------------
 QO2398  Click here for local accuracies and other accuracy information.
 QO2398
 QO2398.The horizontal coordinates were established by GPS observations
 QO2398.and adjusted by the MN DEPT OF TRANSP in May 2013.
 QO2398
 QO2398.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 QO2398.been affixed to the stable North American tectonic plate. See 
 QO2398.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 QO2398
 QO2398.The horizontal coordinates are valid at the epoch date displayed above
 QO2398.which is a decimal equivalence of Year/Month/Day.
 QO2398
 QO2398.The orthometric height was determined by differential leveling and
 QO2398.adjusted by the NATIONAL GEODETIC SURVEY
 QO2398.in September 2013.
 QO2398
 QO2398.No vertical observational check was made to the station.
 QO2398
 QO2398.Significant digits in the geoid height do not necessarily reflect accuracy.
 QO2398.GEOID18 height accuracy estimate available here.
 QO2398
 QO2398.Click photographs - Photos may exist for this station.
 QO2398
 QO2398.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 QO2398
 QO2398.The Laplace correction was computed from DEFLEC18 derived deflections.
 QO2398
 QO2398.The ellipsoidal height was determined by GPS observations
 QO2398.and is referenced to NAD 83.
 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. The following values were computed from the NAD 83(2011) position.
 QO2398
 QO2398;                    North         East     Units Scale Factor Converg.
 QO2398;SPC MN S     -   337,712.447   847,022.320   MT  0.99998372   +0 25 08.5
 QO2398;SPC MN S     - 1,107,978.25  2,778,939.06   sFT  0.99998372   +0 25 08.5
 QO2398;UTM  15      - 4,998,337.101   468,378.548   MT  0.99961229   -0 17 06.2
 QO2398
 QO2398!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QO2398!SPC MN S     -   0.99996218  x   0.99998372  =   0.99994590
 QO2398!UTM  15      -   0.99996218  x   0.99961229  =   0.99957449
 QO2398
 QO2398:                Primary Azimuth Mark                     Grid Az
 QO2398:SPC MN S     -  2750 AG                                  031 47 08.3
 QO2398:UTM  15      -  2750 AG                                  032 29 23.0
 QO2398
 QO2398_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK6837898337(NAD 83)
 QO2398
 QO2398|---------------------------------------------------------------------|
 QO2398| PID    Reference Object                     Distance      Geod. Az  |
 QO2398|                                                           dddmmss.s |
 QO2398| DO4903 2750 AG                             APPROX. 1.6 KM 0321216.8 |
 QO2398|---------------------------------------------------------------------|
 QO2398
 QO2398                          SUPERSEDED SURVEY CONTROL
 QO2398
 QO2398  NAVD 88             268.86   (m)          882.1    (f) LEVELING    3  
 QO2398  NAVD 88 (06/23/95)  268.868  (m)          882.11   (f) SUPERSEDED  2 2
 QO2398
 QO2398.Superseded values are not recommended for survey control.
 QO2398
 QO2398.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QO2398.See file dsdata.pdf to determine how the superseded data were derived.
 QO2398
 QO2398_MARKER: DV = VERTICAL CONTROL DISK
 QO2398_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 QO2398_STAMPING: 2750 L 1981
 QO2398_MARK LOGO: MNDT
 QO2398_PROJECTION: RECESSED 30 CENTIMETERS
 QO2398_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 QO2398_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QO2398_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QO2398+SATELLITE: SATELLITE OBSERVATIONS - March 25, 2015
 QO2398
 QO2398  HISTORY     - Date     Condition        Report By
 QO2398  HISTORY     - 19810829 MONUMENTED       MNDT
 QO2398  HISTORY     - 19920430 GOOD             MNDT
 QO2398  HISTORY     - 20040606 GOOD             USPSQD
 QO2398  HISTORY     - 20051112 POOR             USPSQD
 QO2398  HISTORY     - 20061124 GOOD             USPSQD
 QO2398  HISTORY     - 20070723 GOOD             MNDT
 QO2398  HISTORY     - 20120329 GOOD             MNDT
 QO2398  HISTORY     - 20120529 GOOD             MNDT
 QO2398  HISTORY     - 20150325 GOOD             MNDT
 QO2398
 QO2398                          STATION DESCRIPTION
 QO2398
 QO2398'DESCRIBED BY MN DEPT OF TRANSP 1981
 QO2398'THE MARK IS LOCATED IN THE CITY OF BROOKLYN PARK, AT THE JUNCTION OF
 QO2398'TRUNK HIGHWAY 52 AND 101ST AVENUE NORTH, IN THE SOUTHEAST CORNER OF
 QO2398'SECTION 1, T119N, R22W.  THE MARK IS 86.6 FT (26.4 M) WEST OF AND
 QO2398'ABOUT LEVEL WITH THE CENTERLINE OF HIGHWAY 52, 33 FT (10.1 M) NORTH
 QO2398'OF THE CENTER OF 101ST AVENUE NORTH, 1 FT (0.3 M) EAST OF A POWER
 QO2398'POLE WITH GUY WIRES, AND 0.5 FT (0.2 M) EAST OF A STEEL WITNESS
 QO2398'POST.  THE MARK, A STANDARD MNDT VERTICAL CONTROL MARK DISK
 QO2398'STAMPED---2750 L 1981---, IS FORCED ONTO THE TOP OF A DRIVEN 5/8 INCH
 QO2398'DIAMETER BY 55 FOOT LONG ALUMINUM ALLOY ROD THAT PROJECTS 3 INCHES
 QO2398'ABOVE THE GROUND.  THE MARK IS MAGNETIC.
 QO2398
 QO2398                          STATION RECOVERY (1992)
 QO2398
 QO2398'RECOVERY NOTE BY MN DEPT OF TRANSP 1992 (HTS)
 QO2398'THE MARK WAS RECOVERED IN GOOD CONDITION.
 QO2398
 QO2398                          STATION RECOVERY (2004)
 QO2398
 QO2398'RECOVERY NOTE BY US POWER SQUADRON 2004 (JCH)
 QO2398'NORTH OF OSSEO, TRUNK HIGHWAY 52 IS NOW NAMED JEFFERSON HIGHWAY NORTH.
 QO2398'THE MARK IS IN THE NW CORNER OF THE INTERSECTION OF JEFFERSON HIGHWAY
 QO2398'NORTH AND 101ST AVENUE NORTH, 32 FT WEST OF THE INDICATED POWER POLE
 QO2398'WITH GUY WIRES, 32 FT EAST OF AN ABOVE-GROUND BURIED CABLE ELECTRICAL
 QO2398'PANEL AND .5 FT EAST OF A STEEL WITNESS POST.  IT IS NOW BURIED 9 IN
 QO2398'BELOW THE SURFACE.
 QO2398
 QO2398                          STATION RECOVERY (2005)
 QO2398
 QO2398'RECOVERY NOTE BY US POWER SQUADRON 2005 (RCS)
 QO2398'WITNESS POST IS DAMAGED BUT STILL AT LOCATION.  MARK RECOVERED IN GOOD
 QO2398'CONDTION.
 QO2398
 QO2398                          STATION RECOVERY (2006)
 QO2398
 QO2398'RECOVERY NOTE BY US POWER SQUADRON 2006 (JCH)
 QO2398'RECOVERED IN GOOD CONDITION.
 QO2398
 QO2398                          STATION RECOVERY (2007)
 QO2398
 QO2398'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (JJB)
 QO2398'THE MARK IS LOCATED ABOUT 8.2 MI (13.2 KM) EAST-SOUTHEAST OF ROGERS,
 QO2398'4.2 MI (6.8 KM) SOUTH OF ANOKA AND 1.3 MI (2.1 KM) NORTH OF OSSEO.
 QO2398'
 QO2398'TO REACH TO THE MARK IN BROOKLYN PARK, AT NORTHWEST CORNER OF THE
 QO2398'JUNCTION OF TRUNK HIGHWAY 52 (JEFFERSON HIGHWAY NORTH) AND 101ST
 QO2398'AVENUE NORTH, 86.6 FT (26.4 M) WEST OF TRUNK HIGHWAY 52 (JEFFERSON
 QO2398'HIGHWAY NORTH), 33 FT (10.1 M) NORTH OF 101ST AVENUE NORTH, 32.0 FT
 QO2398'(9.8 M) EAST OF POWER POLE WITH GUY WIRES, 0.5 FT (0.2 M) EAST OF A
 QO2398'WITNESS POST.
 QO2398
 QO2398                          STATION RECOVERY (2012)
 QO2398
 QO2398'RECOVERY NOTE BY MN DEPT OF TRANSP 2012 (JBG)
 QO2398'RECOVERED AS DESCRIBED.
 QO2398
 QO2398                          STATION RECOVERY (2012)
 QO2398
 QO2398'RECOVERY NOTE BY MN DEPT OF TRANSP 2012 (BXU)
 QO2398'IN BROOKLYN PARK, AT NORTHWEST CORNER OF JUNCTION OF JEFFERSON HIGHWAY
 QO2398'NORTH AND 101ST AVENUE NORTH, 86.6 FEET WEST OF JEFFERSON HIGHWAY
 QO2398'NORTH, 33.0 FEET NORTH OF 101ST AVENUE NORTH, 32.0 FEET EAST OF POWER
 QO2398'POLE WITH GUY WIRES, 0.5 FOOT EAST OF WITNESS POST.
 QO2398
 QO2398                          STATION RECOVERY (2015)
 QO2398
 QO2398'RECOVERY NOTE BY MN DEPT OF TRANSP 2015 (KMS)
 QO2398'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DK6479 ***********************************************************************
 DK6479  DESIGNATION -  2750 R
 DK6479  PID         -  DK6479
 DK6479  STATE/COUNTY-  MN/HENNEPIN
 DK6479  COUNTRY     -  US
 DK6479  USGS QUAD   -  ANOKA (2019)
 DK6479
 DK6479                         *CURRENT SURVEY CONTROL
 DK6479  ______________________________________________________________________
 DK6479* NAD 83(1986) POSITION- 45 10 00.1    (N) 093 23 28.2    (W)   HD_HELD2
 DK6479* NAVD 88 ORTHO HEIGHT -   269.206 (meters)      883.22  (feet) ADJUSTED
 DK6479  ______________________________________________________________________
 DK6479  GEOID HEIGHT    -        -27.807 (meters)                     GEOID18
 DK6479  DYNAMIC HEIGHT  -        269.190 (meters)      883.17  (feet) COMP
 DK6479  MODELED GRAVITY -    980,551.2   (mgal)                       NAVD 88
 DK6479
 DK6479  VERT ORDER      -  SECOND    CLASS I
 DK6479
 DK6479.The horizontal coordinates were established by autonomous hand held GPS
 DK6479.observations and have an estimated accuracy of +/- 10 meters.
 DK6479
 DK6479.The orthometric height was determined by differential leveling and
 DK6479.adjusted by the NATIONAL GEODETIC SURVEY
 DK6479.in October 2008.
 DK6479
 DK6479.No vertical observational check was made to the station.
 DK6479
 DK6479.Significant digits in the geoid height do not necessarily reflect accuracy.
 DK6479.GEOID18 height accuracy estimate available here.
 DK6479
 DK6479.Click photographs - Photos may exist for this station.
 DK6479
 DK6479.The dynamic height is computed by dividing the NAVD 88
 DK6479.geopotential number by the normal gravity value computed on the
 DK6479.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK6479.degrees latitude (g = 980.6199 gals.).
 DK6479
 DK6479.The modeled gravity was interpolated from observed gravity values.
 DK6479
 DK6479;                    North         East    Units  Estimated Accuracy
 DK6479;SPC MN S     -   340,930.      847,864.      MT  (+/- 10 meters HH2 GPS)
 DK6479
 DK6479_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL6925901542(NAD 83)
 DK6479
 DK6479                          SUPERSEDED SURVEY CONTROL
 DK6479
 DK6479.No superseded survey control is available for this station.
 DK6479
 DK6479_MARKER: DD = SURVEY DISK
 DK6479_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 DK6479+WITH SETTING: PAVEMENT
 DK6479_SP_SET: SIGNAL POLE BASE
 DK6479_STAMPING: 2750 R 2002
 DK6479_MARK LOGO: MNDT
 DK6479_MAGNETIC: N = NO MAGNETIC MATERIAL
 DK6479_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DK6479+STABILITY: SURFACE MOTION
 DK6479_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DK6479+SATELLITE: SATELLITE OBSERVATIONS - April 02, 2012
 DK6479
 DK6479  HISTORY     - Date     Condition        Report By
 DK6479  HISTORY     - 20020702 MONUMENTED       MNDT
 DK6479  HISTORY     - 20120402 GOOD             MNDT
 DK6479
 DK6479                          STATION DESCRIPTION
 DK6479
 DK6479'DESCRIBED BY MN DEPT OF TRANSP 2002
 DK6479'THE MARK IS 2 MI (3.2 KM) SOUTH OF CHAMPLIN, IN CONCRETE BASE OF
 DK6479'SIGNAL LIGHT AT NE CORNER OF TRUNK HIGHWAY 169 AND 117TH AVENUE, 1.35
 DK6479'MI (2.2 KM) SOUTH ALONG TRUNK HIGHWAY 169 FROM THE JUNCTION OF TH 169
 DK6479'AND COUNTY ROAD 12 IN CHAMPLIN, AT TH 169 MILEPOST 144.05, 43.4 FT
 DK6479'(13.2 M) EAST OF NORTHBOUND TH 169, 56 FT (17.1 M) NORTH OF 117TH
 DK6479'AVENUE, 0.8 FT (0.2 M) WEST OF SIGNAL POLE, FLUSH, NOT MAGNETIC.
 DK6479
 DK6479                          STATION RECOVERY (2012)
 DK6479
 DK6479'RECOVERY NOTE BY MN DEPT OF TRANSP 2012 (KMS)
 DK6479'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DK6478 ***********************************************************************
 DK6478  DESIGNATION -  2750 S
 DK6478  PID         -  DK6478
 DK6478  STATE/COUNTY-  MN/HENNEPIN
 DK6478  COUNTRY     -  US
 DK6478  USGS QUAD   -  ANOKA (2019)
 DK6478
 DK6478                         *CURRENT SURVEY CONTROL
 DK6478  ______________________________________________________________________
 DK6478* NAD 83(1986) POSITION- 45 09 07.8    (N) 093 23 29.5    (W)   HD_HELD2
 DK6478* NAVD 88 ORTHO HEIGHT -   268.847 (meters)      882.04  (feet) ADJUSTED
 DK6478  ______________________________________________________________________
 DK6478  GEOID HEIGHT    -        -27.717 (meters)                     GEOID18
 DK6478  DYNAMIC HEIGHT  -        268.833 (meters)      882.00  (feet) COMP
 DK6478  MODELED GRAVITY -    980,557.5   (mgal)                       NAVD 88
 DK6478
 DK6478  VERT ORDER      -  SECOND    CLASS I
 DK6478
 DK6478.The horizontal coordinates were established by autonomous hand held GPS
 DK6478.observations and have an estimated accuracy of +/- 10 meters.
 DK6478
 DK6478.The orthometric height was determined by differential leveling and
 DK6478.adjusted by the NATIONAL GEODETIC SURVEY
 DK6478.in October 2008.
 DK6478
 DK6478.No vertical observational check was made to the station.
 DK6478
 DK6478.Significant digits in the geoid height do not necessarily reflect accuracy.
 DK6478.GEOID18 height accuracy estimate available here.
 DK6478
 DK6478.Click photographs - Photos may exist for this station.
 DK6478
 DK6478.The dynamic height is computed by dividing the NAVD 88
 DK6478.geopotential number by the normal gravity value computed on the
 DK6478.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK6478.degrees latitude (g = 980.6199 gals.).
 DK6478
 DK6478.The modeled gravity was interpolated from observed gravity values.
 DK6478
 DK6478;                    North         East    Units  Estimated Accuracy
 DK6478;SPC MN S     -   339,315.      847,848.      MT  (+/- 10 meters HH2 GPS)
 DK6478
 DK6478_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK6922399928(NAD 83)
 DK6478
 DK6478                          SUPERSEDED SURVEY CONTROL
 DK6478
 DK6478.No superseded survey control is available for this station.
 DK6478
 DK6478_MARKER: DD = SURVEY DISK
 DK6478_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 DK6478+WITH SETTING: PAVEMENT
 DK6478_SP_SET: SIGNAL POLE BASE
 DK6478_STAMPING: 2750 S 2002
 DK6478_MARK LOGO: MNDT
 DK6478_MAGNETIC: N = NO MAGNETIC MATERIAL
 DK6478_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DK6478+STABILITY: SURFACE MOTION
 DK6478_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DK6478+SATELLITE: SATELLITE OBSERVATIONS - April 02, 2012
 DK6478
 DK6478  HISTORY     - Date     Condition        Report By
 DK6478  HISTORY     - 20020702 MONUMENTED       MNDT
 DK6478  HISTORY     - 20120402 GOOD             MNDT
 DK6478
 DK6478                          STATION DESCRIPTION
 DK6478
 DK6478'DESCRIBED BY MN DEPT OF TRANSP 2002
 DK6478'THE MARK IS 3 MI (4.8 KM) SOUTH-SOUTHEAST OF CHAMPLIN, IN CONCRETE
 DK6478'BASE OF SIGNAL LIGHT AT NE CORNER OF TRUNK HIGHWAY 169 AND 109TH
 DK6478'AVENUE, 2.35 MI (3.8 KM) SOUTH ALONG TRUNK HIGHWAY 169 FROM THE
 DK6478'JUNCTION OF TH 169 AND COUNTY ROAD 12 IN CHAMPLIN, AT TH 169 MILEPOST
 DK6478'142.9, 37.5 FT (11.4 M) EAST OF NORTHBOUND TH 169, 53.5 FT (16.3 M)
 DK6478'NORTH OF 109TH AVENUE, 0.40 FT (0.1 M) WEST OF SIGNAL LIGHT POLE, MARK
 DK6478'IS SET FLUSH, MAGNETIC.
 DK6478
 DK6478                          STATION RECOVERY (2012)
 DK6478
 DK6478'RECOVERY NOTE BY MN DEPT OF TRANSP 2012 (KMS)
 DK6478'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DL6719 ***********************************************************************
 DL6719  DESIGNATION -  2750 U
 DL6719  PID         -  DL6719
 DL6719  STATE/COUNTY-  MN/HENNEPIN
 DL6719  COUNTRY     -  US
 DL6719  USGS QUAD   -  OSSEO (2019)
 DL6719
 DL6719                         *CURRENT SURVEY CONTROL
 DL6719  ______________________________________________________________________
 DL6719* NAD 83(2011) POSITION- 45 06 10.04500(N) 093 23 50.67818(W)   ADJUSTED
 DL6719* NAD 83(2011) ELLIP HT-   254.119 (meters)        (06/27/12)   ADJUSTED
 DL6719* NAD 83(2011) EPOCH   -  2010.00
 DL6719* NAVD 88 ORTHO HEIGHT -   281.541 (meters)      923.69  (feet) ADJUSTED
 DL6719  ______________________________________________________________________
 DL6719  GEOID HEIGHT    -        -27.429 (meters)                     GEOID18
 DL6719  NAD 83(2011) X  -   -267,249.641 (meters)                     COMP
 DL6719  NAD 83(2011) Y  - -4,501,759.722 (meters)                     COMP
 DL6719  NAD 83(2011) Z  -  4,495,598.712 (meters)                     COMP
 DL6719  LAPLACE CORR    -          4.00  (seconds)                    DEFLEC18
 DL6719  DYNAMIC HEIGHT  -        281.533 (meters)      923.66  (feet) COMP
 DL6719  MODELED GRAVITY -    980,578.6   (mgal)                       NAVD 88
 DL6719
 DL6719  VERT ORDER      -  SECOND    CLASS I
 DL6719
 DL6719  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DL6719  Standards:
 DL6719         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DL6719            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DL6719  -------------------------------------------------------------------
 DL6719  NETWORK    0.33   0.41           0.15   0.11   0.21      0.12782128
 DL6719  -------------------------------------------------------------------
 DL6719  Click here for local accuracies and other accuracy information.
 DL6719
 DL6719.The horizontal coordinates were established by GPS observations
 DL6719.and adjusted by the National Geodetic Survey in June 2012.
 DL6719
 DL6719.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DL6719.been affixed to the stable North American tectonic plate. See 
 DL6719.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DL6719
 DL6719.The horizontal coordinates are valid at the epoch date displayed above
 DL6719.which is a decimal equivalence of Year/Month/Day.
 DL6719
 DL6719.The orthometric height was determined by differential leveling and
 DL6719.adjusted by the NATIONAL GEODETIC SURVEY
 DL6719.in September 2013.
 DL6719
 DL6719.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL6719.GEOID18 height accuracy estimate available here.
 DL6719
 DL6719.Click photographs - Photos may exist for this station.
 DL6719
 DL6719.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DL6719
 DL6719.The Laplace correction was computed from DEFLEC18 derived deflections.
 DL6719
 DL6719.The ellipsoidal height was determined by GPS observations
 DL6719.and is referenced to NAD 83.
 DL6719
 DL6719.The dynamic height is computed by dividing the NAVD 88
 DL6719.geopotential number by the normal gravity value computed on the
 DL6719.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL6719.degrees latitude (g = 980.6199 gals.).
 DL6719
 DL6719.The modeled gravity was interpolated from observed gravity values.
 DL6719
 DL6719. The following values were computed from the NAD 83(2011) position.
 DL6719
 DL6719;                    North         East     Units Scale Factor Converg.
 DL6719;SPC MN S     -   333,824.588   847,425.723   MT  0.99997711   +0 25 20.5
 DL6719;SPC MN S     - 1,095,222.84  2,780,262.56   sFT  0.99997711   +0 25 20.5
 DL6719;UTM  15      - 4,994,446.012   468,734.020   MT  0.99961202   -0 16 53.5
 DL6719
 DL6719!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DL6719!SPC MN S     -   0.99996016  x   0.99997711  =   0.99993727
 DL6719!UTM  15      -   0.99996016  x   0.99961202  =   0.99957220
 DL6719
 DL6719_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK6873494446(NAD 83)
 DL6719
 DL6719|---------------------------------------------------------------------|
 DL6719| PID    Reference Object                     Distance      Geod. Az  |
 DL6719|                                                           dddmmss.s |
 DL6719| DL6720 2750 V                              282.610 METERS 24604     |
 DL6719|---------------------------------------------------------------------|
 DL6719
 DL6719                          SUPERSEDED SURVEY CONTROL
 DL6719
 DL6719  NAD 83(2007)-  45 06 10.04562(N)    093 23 50.67884(W) AD(2002.00) 1
 DL6719  ELLIP H (03/18/10)  254.132  (m)                       GP(2002.00) 3 2
 DL6719  NAVD 88             281.54   (m)          923.7    (f) LEVELING    3  
 DL6719
 DL6719.Superseded values are not recommended for survey control.
 DL6719
 DL6719.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL6719.See file dsdata.pdf to determine how the superseded data were derived.
 DL6719
 DL6719_MARKER: DD = SURVEY DISK
 DL6719_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DL6719_STAMPING: 2750 U 2008
 DL6719_MARK LOGO: MNDT
 DL6719_PROJECTION: RECESSED 5 CENTIMETERS
 DL6719_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DL6719_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL6719_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DL6719+SATELLITE: SATELLITE OBSERVATIONS - September 16, 2013
 DL6719_ROD/PIPE-DEPTH: 9.8 meters
 DL6719
 DL6719  HISTORY     - Date     Condition        Report By
 DL6719  HISTORY     - 20080605 MONUMENTED       MNDT
 DL6719  HISTORY     - 2008     GOOD             MNDT
 DL6719  HISTORY     - 20111108 GOOD             MNDT
 DL6719  HISTORY     - 20130916 GOOD             MNDT
 DL6719
 DL6719                          STATION DESCRIPTION
 DL6719
 DL6719'DESCRIBED BY MN DEPT OF TRANSP 2008
 DL6719'THE MARK IS IN BROOKLYN PARK, 0.30 MILE SOUTHWEST ALONG TRUNK HIGHWAY
 DL6719'169 FROM THE JUNCTION OF TRUNK HIGHWAY 169 AND COUNTY ROAD 81, AT
 DL6719'TRUNK HIGHWAY MILEPOINT 139.25, 75.0 FEET NORTHEAST OF NORTHBOUND
 DL6719'TRUNK HIGHWAY 169, 28.8 FEET NORTH OF RIGHT-OF-WAY POST, 7.5 FEET WEST
 DL6719'OF RIGHT-OF-WAY FENCE, 1.5 FEET NORTHWEST OF WITNESS POST.
 DL6719
 DL6719                          STATION RECOVERY (2008)
 DL6719
 DL6719'RECOVERY NOTE BY MN DEPT OF TRANSP 2008
 DL6719'RECOVERED AS DESCRIBED.
 DL6719
 DL6719                          STATION RECOVERY (2011)
 DL6719
 DL6719'RECOVERY NOTE BY MN DEPT OF TRANSP 2011 (BJB)
 DL6719'RECOVERED AS DESCRIBED WITH THE ADDITION, 0.5 FT (15 CM) SOUTH OF A
 DL6719'CHAIN LINK FENCE.
 DL6719
 DL6719                          STATION RECOVERY (2013)
 DL6719
 DL6719'RECOVERY NOTE BY MN DEPT OF TRANSP 2013 (KMS)
 DL6719'IN BROOKLYN PARK, 0.3 MI (0.5 KM) SOUTHWEST ALONG TRUNK HIGHWAY 169
 DL6719'FROM THE JUNCTION OF TRUNK HIGHWAY 169 AND COUNTY ROAD 81, AT TRUNK
 DL6719'HIGHWAY MILE POINT 139.25, 75.0 FT (22.9 M) SOUTHEAST OF NORTHBOUND
 DL6719'TRUNK HIGHWAY 169, 28.8 FT (8.8 M) NORTH OF RIGHT-OF-WAY POST, 0.5 FT
 DL6719'(15 CM) SOUTHEAST OF CHAIN LINK FENCE, 1.5 FT (0.5 M) NORTHWEST OF A
 DL6719'WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DL6722 ***********************************************************************
 DL6722  DESIGNATION -  2750 X
 DL6722  PID         -  DL6722
 DL6722  STATE/COUNTY-  MN/HENNEPIN
 DL6722  COUNTRY     -  US
 DL6722  USGS QUAD   -  OSSEO (2019)
 DL6722
 DL6722                         *CURRENT SURVEY CONTROL
 DL6722  ______________________________________________________________________
 DL6722* NAD 83(2011) POSITION- 45 06 31.23466(N) 093 23 22.64456(W)   ADJUSTED
 DL6722* NAD 83(2011) ELLIP HT-   241.115 (meters)        (06/27/12)   ADJUSTED
 DL6722* NAD 83(2011) EPOCH   -  2010.00
 DL6722* NAVD 88 ORTHO HEIGHT -   268.564 (meters)      881.11  (feet) ADJUSTED
 DL6722  ______________________________________________________________________
 DL6722  GEOID HEIGHT    -        -27.450 (meters)                     GEOID18
 DL6722  NAD 83(2011) X  -   -266,609.858 (meters)                     COMP
 DL6722  NAD 83(2011) Y  - -4,501,324.237 (meters)                     COMP
 DL6722  NAD 83(2011) Z  -  4,496,051.207 (meters)                     COMP
 DL6722  LAPLACE CORR    -          4.10  (seconds)                    DEFLEC18
 DL6722  DYNAMIC HEIGHT  -        268.555 (meters)      881.08  (feet) COMP
 DL6722  MODELED GRAVITY -    980,577.6   (mgal)                       NAVD 88
 DL6722
 DL6722  VERT ORDER      -  SECOND    CLASS I
 DL6722
 DL6722  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DL6722  Standards:
 DL6722         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DL6722            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DL6722  -------------------------------------------------------------------
 DL6722  NETWORK    0.19   0.33           0.09   0.06   0.17     -0.02995019
 DL6722  -------------------------------------------------------------------
 DL6722  Click here for local accuracies and other accuracy information.
 DL6722
 DL6722.The horizontal coordinates were established by GPS observations
 DL6722.and adjusted by the National Geodetic Survey in June 2012.
 DL6722
 DL6722.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DL6722.been affixed to the stable North American tectonic plate. See 
 DL6722.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DL6722
 DL6722.The horizontal coordinates are valid at the epoch date displayed above
 DL6722.which is a decimal equivalence of Year/Month/Day.
 DL6722
 DL6722.The orthometric height was determined by differential leveling and
 DL6722.adjusted by the NATIONAL GEODETIC SURVEY
 DL6722.in September 2013.
 DL6722
 DL6722.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL6722.GEOID18 height accuracy estimate available here.
 DL6722
 DL6722.Click photographs - Photos may exist for this station.
 DL6722
 DL6722.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DL6722
 DL6722.The Laplace correction was computed from DEFLEC18 derived deflections.
 DL6722
 DL6722.The ellipsoidal height was determined by GPS observations
 DL6722.and is referenced to NAD 83.
 DL6722
 DL6722.The dynamic height is computed by dividing the NAVD 88
 DL6722.geopotential number by the normal gravity value computed on the
 DL6722.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL6722.degrees latitude (g = 980.6199 gals.).
 DL6722
 DL6722.The modeled gravity was interpolated from observed gravity values.
 DL6722
 DL6722. The following values were computed from the NAD 83(2011) position.
 DL6722
 DL6722;                    North         East     Units Scale Factor Converg.
 DL6722;SPC MN S     -   334,483.238   848,033.698   MT  0.99997820   +0 25 40.2
 DL6722;SPC MN S     - 1,097,383.76  2,782,257.22   sFT  0.99997820   +0 25 40.2
 DL6722;UTM  15      - 4,995,096.905   469,349.816   MT  0.99961155   -0 16 33.7
 DL6722
 DL6722!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DL6722!SPC MN S     -   0.99996220  x   0.99997820  =   0.99994040
 DL6722!UTM  15      -   0.99996220  x   0.99961155  =   0.99957376
 DL6722
 DL6722:                Primary Azimuth Mark                     Grid Az
 DL6722:SPC MN S     -  2721 X                                   275 23 31.4
 DL6722:UTM  15      -  2721 X                                   276 05 45.3
 DL6722
 DL6722_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK6934995096(NAD 83)
 DL6722
 DL6722|---------------------------------------------------------------------|
 DL6722| PID    Reference Object                     Distance      Geod. Az  |
 DL6722|                                                           dddmmss.s |
 DL6722| DL6723 2750 Y                              147.136 METERS 07250     |
 DL6722| DL6706 2721 AB                             395.866 METERS 25359     |
 DL6722| DL6709 2721 X                              440.461 METERS 2754911.6 |
 DL6722| DL6711 2721 Z                              334.450 METERS 27957     |
 DL6722| DL6713 2750 AB                             294.843 METERS 31636     |
 DL6722| DL6717 2750 AF                             APPROX. 0.8 KM 3460701.8 |
 DL6722| DL6715 2750 AD                             APPROX. 0.5 KM 3492253.2 |
 DL6722| DL6712 2750 AA                             238.812 METERS 34924     |
 DL6722| DL6716 2750 AE                             APPROX. 0.8 KM 3563916.0 |
 DL6722|---------------------------------------------------------------------|
 DL6722
 DL6722                          SUPERSEDED SURVEY CONTROL
 DL6722
 DL6722  NAD 83(2007)-  45 06 31.23508(N)    093 23 22.64521(W) AD(2002.00) 1
 DL6722  ELLIP H (03/18/10)  241.127  (m)                       GP(2002.00) 3 2
 DL6722  NAVD 88             268.56   (m)          881.1    (f) LEVELING    3  
 DL6722
 DL6722.Superseded values are not recommended for survey control.
 DL6722
 DL6722.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL6722.See file dsdata.pdf to determine how the superseded data were derived.
 DL6722
 DL6722_MARKER: I = METAL ROD
 DL6722_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DL6722_STAMPING: 2750 X 2008
 DL6722_MARK LOGO: MNDT
 DL6722_PROJECTION: FLUSH
 DL6722_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DL6722_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL6722_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL6722+SATELLITE: SATELLITE OBSERVATIONS - May 30, 2012
 DL6722_ROD/PIPE-DEPTH: 13.7 meters
 DL6722
 DL6722  HISTORY     - Date     Condition        Report By
 DL6722  HISTORY     - 20080609 MONUMENTED       MNDT
 DL6722  HISTORY     - 2008     GOOD             MNDT
 DL6722  HISTORY     - 20120530 GOOD             MNDT
 DL6722
 DL6722                          STATION DESCRIPTION
 DL6722
 DL6722'DESCRIBED BY MN DEPT OF TRANSP 2008
 DL6722'THE MARK IS IN BROOKLYN PARK, 265 FEET EAST ALONG COUNTY ROAD 109
 DL6722'(85TH AVENUE) FROM THE JUNCTION OF COUNTY ROAD 109 (85TH AVENUE) AND
 DL6722'TRUNK HIGHWAY 169, 45.8 FEET EAST OF LAKELAND AVENUE NORTH, 40.5 FEET
 DL6722'SOUTH OF COUNTY ROAD 109 (85TH AVENUE), 72.7 FEET NORTHWEST OF BACK OF
 DL6722'CURB IN FLEET FARM PARKING LOT, 8.8 FEET SOUTH OF UTILITY BOX, 24.5
 DL6722'FEET SOUTHEAST OF WITNESS POST.
 DL6722
 DL6722                          STATION RECOVERY (2008)
 DL6722
 DL6722'RECOVERY NOTE BY MN DEPT OF TRANSP 2008 (PJG)
 DL6722'RECOVERED AS DESCRIBED.
 DL6722
 DL6722                          STATION RECOVERY (2012)
 DL6722
 DL6722'RECOVERY NOTE BY MN DEPT OF TRANSP 2012 (SXK)
 DL6722'IN BROOKLYN PARK, 0.10 MILE EAST ALONG 85TH AVENUE NORTH (COUNTY ROAD
 DL6722'109) FROM JUNCTION OF 85TH AVENUE NORTH (COUNTY ROAD 109) AND TRUNK
 DL6722'HIGHWAY 169, 115.2 FEET NORTH OF LAKELAND AVENUE, 52.7 FEET SOUTH OF
 DL6722'EASTBOUND COUNTY ROAD 109/85TH AVENUE NORTH, 40.10 FEET EAST OF YUKON
 DL6722'AVENUE, 4.0 FEET WEST OF WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DL6723 ***********************************************************************
 DL6723  DESIGNATION -  2750 Y
 DL6723  PID         -  DL6723
 DL6723  STATE/COUNTY-  MN/HENNEPIN
 DL6723  COUNTRY     -  US
 DL6723  USGS QUAD   -  OSSEO (2019)
 DL6723
 DL6723                         *CURRENT SURVEY CONTROL
 DL6723  ______________________________________________________________________
 DL6723* NAD 83(2011) POSITION- 45 06 32.64126(N) 093 23 16.21364(W)   ADJUSTED
 DL6723* NAD 83(2011) ELLIP HT-   239.961 (meters)        (06/27/12)   ADJUSTED
 DL6723* NAD 83(2011) EPOCH   -  2010.00
 DL6723* NAVD 88 ORTHO HEIGHT -   267.408 (meters)      877.32  (feet) ADJUSTED
 DL6723  ______________________________________________________________________
 DL6723  GEOID HEIGHT    -        -27.450 (meters)                     GEOID18
 DL6723  NAD 83(2011) X  -   -266,467.650 (meters)                     COMP
 DL6723  NAD 83(2011) Y  - -4,501,301.024 (meters)                     COMP
 DL6723  NAD 83(2011) Z  -  4,496,081.037 (meters)                     COMP
 DL6723  LAPLACE CORR    -          4.08  (seconds)                    DEFLEC18
 DL6723  DYNAMIC HEIGHT  -        267.400 (meters)      877.29  (feet) COMP
 DL6723  MODELED GRAVITY -    980,577.8   (mgal)                       NAVD 88
 DL6723
 DL6723  VERT ORDER      -  SECOND    CLASS I
 DL6723
 DL6723  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DL6723  Standards:
 DL6723         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DL6723            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DL6723  -------------------------------------------------------------------
 DL6723  NETWORK    0.20   0.35           0.09   0.07   0.18     -0.03154244
 DL6723  -------------------------------------------------------------------
 DL6723  Click here for local accuracies and other accuracy information.
 DL6723
 DL6723.The horizontal coordinates were established by GPS observations
 DL6723.and adjusted by the National Geodetic Survey in June 2012.
 DL6723
 DL6723.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DL6723.been affixed to the stable North American tectonic plate. See 
 DL6723.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DL6723
 DL6723.The horizontal coordinates are valid at the epoch date displayed above
 DL6723.which is a decimal equivalence of Year/Month/Day.
 DL6723
 DL6723.The orthometric height was determined by differential leveling and
 DL6723.adjusted by the NATIONAL GEODETIC SURVEY
 DL6723.in September 2013.
 DL6723
 DL6723.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL6723.GEOID18 height accuracy estimate available here.
 DL6723
 DL6723.Click photographs - Photos may exist for this station.
 DL6723
 DL6723.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DL6723
 DL6723.The Laplace correction was computed from DEFLEC18 derived deflections.
 DL6723
 DL6723.The ellipsoidal height was determined by GPS observations
 DL6723.and is referenced to NAD 83.
 DL6723
 DL6723.The dynamic height is computed by dividing the NAVD 88
 DL6723.geopotential number by the normal gravity value computed on the
 DL6723.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL6723.degrees latitude (g = 980.6199 gals.).
 DL6723
 DL6723.The modeled gravity was interpolated from observed gravity values.
 DL6723
 DL6723. The following values were computed from the NAD 83(2011) position.
 DL6723
 DL6723;                    North         East     Units Scale Factor Converg.
 DL6723;SPC MN S     -   334,527.710   848,173.949   MT  0.99997827   +0 25 44.7
 DL6723;SPC MN S     - 1,097,529.66  2,782,717.36   sFT  0.99997827   +0 25 44.7
 DL6723;UTM  15      - 4,995,139.634   469,490.551   MT  0.99961145   -0 16 29.2
 DL6723
 DL6723!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DL6723!SPC MN S     -   0.99996238  x   0.99997827  =   0.99994065
 DL6723!UTM  15      -   0.99996238  x   0.99961145  =   0.99957384
 DL6723
 DL6723_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK6949095139(NAD 83)
 DL6723
 DL6723|---------------------------------------------------------------------|
 DL6723| PID    Reference Object                     Distance      Geod. Az  |
 DL6723|                                                           dddmmss.s |
 DL6723| DL6722 2750 X                              147.136 METERS 25250     |
 DL6723| DL6713 2750 AB                             383.321 METERS 29628     |
 DL6723| DL6712 2750 AA                             265.803 METERS 31602     |
 DL6723|---------------------------------------------------------------------|
 DL6723
 DL6723                          SUPERSEDED SURVEY CONTROL
 DL6723
 DL6723  NAD 83(2007)-  45 06 32.64169(N)    093 23 16.21429(W) AD(2002.00) 1
 DL6723  ELLIP H (03/18/10)  239.972  (m)                       GP(2002.00) 3 2
 DL6723  NAVD 88             267.41   (m)          877.3    (f) LEVELING    3  
 DL6723
 DL6723.Superseded values are not recommended for survey control.
 DL6723
 DL6723.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL6723.See file dsdata.pdf to determine how the superseded data were derived.
 DL6723
 DL6723_MARKER: I = METAL ROD
 DL6723_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DL6723_STAMPING: 2750 Y 2008
 DL6723_MARK LOGO: MNDT
 DL6723_PROJECTION: RECESSED 8 CENTIMETERS
 DL6723_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DL6723_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL6723_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL6723+SATELLITE: SATELLITE OBSERVATIONS - May 30, 2012
 DL6723_ROD/PIPE-DEPTH: 12.2 meters
 DL6723
 DL6723  HISTORY     - Date     Condition        Report By
 DL6723  HISTORY     - 20080612 MONUMENTED       MNDT
 DL6723  HISTORY     - 2008     GOOD             MNDT
 DL6723  HISTORY     - 20120530 GOOD             MNDT
 DL6723
 DL6723                          STATION DESCRIPTION
 DL6723
 DL6723'DESCRIBED BY MN DEPT OF TRANSP 2008
 DL6723'THE MARK IS IN BROOKLYN PARK, 0.2 MILE EAST ALONG COUNTY ROAD 109
 DL6723'(85TH AVENUE) FROM THE JUNCTION OF COUNTY ROAD 109 (85TH AVENUE) AND
 DL6723'TRUNK HIGHWAY 169, 225.5 FEET NORTH OF COUNTY ROAD 109 (85TH AVENUE),
 DL6723'205.0 FEET WEST OF XYLON AVENUE, 11.7 FEET SOUTH OF SPLIT RAIL FENCE,
 DL6723'5.0 FEET SOUTH OF SOUTH EDGE OF SIDEWALK.
 DL6723
 DL6723                          STATION RECOVERY (2008)
 DL6723
 DL6723'RECOVERY NOTE BY MN DEPT OF TRANSP 2008 (PJG)
 DL6723'RECOVERED AS DESCRIBED.
 DL6723
 DL6723                          STATION RECOVERY (2012)
 DL6723
 DL6723'RECOVERY NOTE BY MN DEPT OF TRANSP 2012 (BXU)
 DL6723'IN BROOKLYN PARK, 0.2 MILE EAST ALONG COUNTY ROAD 109 (85TH AVENUE)
 DL6723'FROM THE JUNCTION OF COUNTY ROAD 109 (85TH AVENUE) AND TRUNK HIGHWAY
 DL6723'169, 225.5 FEET NORTH OF COUNTY ROAD 109 (85TH AVENUE), 205.0 FEET
 DL6723'WEST OF XYLON AVENUE, 11.7 FEET SOUTH OF SPLIT RAIL FENCE, 5.0 FEET
 DL6723'SOUTH OF SOUTH EDGE OF SIDEWALK, 16.0 FEET WEST-NORTHWEST OF WITNESS
 DL6723'POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DL6724 ***********************************************************************
 DL6724  DESIGNATION -  2750 Z
 DL6724  PID         -  DL6724
 DL6724  STATE/COUNTY-  MN/HENNEPIN
 DL6724  COUNTRY     -  US
 DL6724  USGS QUAD   -  OSSEO (2019)
 DL6724
 DL6724                         *CURRENT SURVEY CONTROL
 DL6724  ______________________________________________________________________
 DL6724* NAD 83(2011) POSITION- 45 06 25.55171(N) 093 23 28.18981(W)   ADJUSTED
 DL6724* NAD 83(2011) ELLIP HT-   241.717 (meters)        (06/27/12)   ADJUSTED
 DL6724* NAD 83(2011) EPOCH   -  2010.00
 DL6724* NAVD 88 ORTHO HEIGHT -   269.157 (meters)      883.06  (feet) ADJUSTED
 DL6724  ______________________________________________________________________
 DL6724  GEOID HEIGHT    -        -27.444 (meters)                     GEOID18
 DL6724  NAD 83(2011) X  -   -266,738.250 (meters)                     COMP
 DL6724  NAD 83(2011) Y  - -4,501,441.564 (meters)                     COMP
 DL6724  NAD 83(2011) Z  -  4,495,927.811 (meters)                     COMP
 DL6724  LAPLACE CORR    -          4.05  (seconds)                    DEFLEC18
 DL6724  DYNAMIC HEIGHT  -        269.149 (meters)      883.03  (feet) COMP
 DL6724  MODELED GRAVITY -    980,578.0   (mgal)                       NAVD 88
 DL6724
 DL6724  VERT ORDER      -  SECOND    CLASS I
 DL6724
 DL6724  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DL6724  Standards:
 DL6724         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DL6724            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DL6724  -------------------------------------------------------------------
 DL6724  NETWORK    0.37   0.41           0.18   0.10   0.21     -0.01169043
 DL6724  -------------------------------------------------------------------
 DL6724  Click here for local accuracies and other accuracy information.
 DL6724
 DL6724.The horizontal coordinates were established by GPS observations
 DL6724.and adjusted by the National Geodetic Survey in June 2012.
 DL6724
 DL6724.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DL6724.been affixed to the stable North American tectonic plate. See 
 DL6724.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DL6724
 DL6724.The horizontal coordinates are valid at the epoch date displayed above
 DL6724.which is a decimal equivalence of Year/Month/Day.
 DL6724
 DL6724.The orthometric height was determined by differential leveling and
 DL6724.adjusted by the NATIONAL GEODETIC SURVEY
 DL6724.in September 2013.
 DL6724
 DL6724.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL6724.GEOID18 height accuracy estimate available here.
 DL6724
 DL6724.Click photographs - Photos may exist for this station.
 DL6724
 DL6724.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DL6724
 DL6724.The Laplace correction was computed from DEFLEC18 derived deflections.
 DL6724
 DL6724.The ellipsoidal height was determined by GPS observations
 DL6724.and is referenced to NAD 83.
 DL6724
 DL6724.The dynamic height is computed by dividing the NAVD 88
 DL6724.geopotential number by the normal gravity value computed on the
 DL6724.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL6724.degrees latitude (g = 980.6199 gals.).
 DL6724
 DL6724.The modeled gravity was interpolated from observed gravity values.
 DL6724
 DL6724. The following values were computed from the NAD 83(2011) position.
 DL6724
 DL6724;                    North         East     Units Scale Factor Converg.
 DL6724;SPC MN S     -   334,306.907   847,913.789   MT  0.99997791   +0 25 36.3
 DL6724;SPC MN S     - 1,096,805.24  2,781,863.82   sFT  0.99997791   +0 25 36.3
 DL6724;UTM  15      - 4,994,922.124   469,227.795   MT  0.99961164   -0 16 37.6
 DL6724
 DL6724!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DL6724!SPC MN S     -   0.99996210  x   0.99997791  =   0.99994001
 DL6724!UTM  15      -   0.99996210  x   0.99961164  =   0.99957376
 DL6724
 DL6724:                Primary Azimuth Mark                     Grid Az
 DL6724:SPC MN S     -  2750 U                                   225 20 21.7
 DL6724:UTM  15      -  2750 U                                   226 02 35.6
 DL6724
 DL6724_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK6922794922(NAD 83)
 DL6724
 DL6724|---------------------------------------------------------------------|
 DL6724| PID    Reference Object                     Distance      Geod. Az  |
 DL6724|                                                           dddmmss.s |
 DL6724| DL6722 2750 X                              213.243 METERS 03439     |
 DL6724| DL6723 2750 Y                              341.236 METERS 05006     |
 DL6724| DL6719 2750 U                              APPROX. 0.7 KM 2254558.0 |
 DL6724| DL6718 2750 T                              APPROX. 0.6 KM 2304734.8 |
 DL6724| DL6706 2721 AB                             267.593 METERS 28419     |
 DL6724|---------------------------------------------------------------------|
 DL6724
 DL6724                          SUPERSEDED SURVEY CONTROL
 DL6724
 DL6724  NAD 83(2007)-  45 06 25.55228(N)    093 23 28.19046(W) AD(2002.00) 1
 DL6724  ELLIP H (03/18/10)  241.731  (m)                       GP(2002.00) 3 2
 DL6724  NAVD 88             269.16   (m)          883.1    (f) LEVELING    3  
 DL6724
 DL6724.Superseded values are not recommended for survey control.
 DL6724
 DL6724.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL6724.See file dsdata.pdf to determine how the superseded data were derived.
 DL6724
 DL6724_MARKER: I = METAL ROD
 DL6724_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DL6724_STAMPING: 2750 Z 2008
 DL6724_MARK LOGO: MNDT
 DL6724_PROJECTION: FLUSH
 DL6724_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DL6724_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL6724_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DL6724+SATELLITE: SATELLITE OBSERVATIONS - March 29, 2012
 DL6724_ROD/PIPE-DEPTH: 13.7 meters
 DL6724
 DL6724  HISTORY     - Date     Condition        Report By
 DL6724  HISTORY     - 20080603 MONUMENTED       MNDT
 DL6724  HISTORY     - 2008     GOOD             MNDT
 DL6724  HISTORY     - 20120329 GOOD             MNDT
 DL6724
 DL6724                          STATION DESCRIPTION
 DL6724
 DL6724'DESCRIBED BY MN DEPT OF TRANSP 2008
 DL6724'THE MARK IS IN BROOKLYN PARK, 0.1 MILE EAST ALONG COUNTY ROAD 109
 DL6724'(85TH AVENUE) FROM THE JUNCTION OF COUNTY ROAD 109 (85TH AVENUE) AND
 DL6724'TRUNK HIGHWAY 169, THEN 0.15 MILE SOUTH ON LAKELAND AVENUE NORTH, 40.7
 DL6724'FEET EAST OF LAKELAND AVENUE, 15.6 FEET WEST OF BACK OF CURB IN FLEET
 DL6724'FARM PARKING LOT, 43.1 FEET SOUTH OF RIGHT TURN LANE SIGN, 27.4 FEET
 DL6724'NORTH OF RIGHT-OF-WAY POST, 1.5 FEET WEST OF WITNESS POST.
 DL6724
 DL6724                          STATION RECOVERY (2008)
 DL6724
 DL6724'RECOVERY NOTE BY MN DEPT OF TRANSP 2008 (PJG)
 DL6724'RECOVERED AS DESCRIBED.
 DL6724
 DL6724                          STATION RECOVERY (2012)
 DL6724
 DL6724'RECOVERY NOTE BY MN DEPT OF TRANSP 2012 (KMS)
 DL6724'IN BROOKLYN PARK, 0.1 MI (0.2 KM) EAST ALONG COUNTY ROAD 109/ 85TH
 DL6724'AVENUE  FROM THE JUNCTION OF COUNTY ROAD 109/ 85TH AVENUE AND TRUNK
 DL6724'HIGHWAY 169, THEN 0.15 MI (0.2 KM) SOUTH ALONG LAKELAND AVENUE NORTH,
 DL6724'40.7 FT (12.4 M) EAST OF LAKELAND AVENUE, 15.6 FT (4.8 M) WEST OF BACK
 DL6724'OF CURB IN FLEET FARM PARKING LOT, 43.1 FT (13.1 M) SOUTH OF RIGHT
 DL6724'TURN LANE SIGN, 27.4 FT (8.4 M) NORTH OF RIGHT-OF-WAY POST, 1.5 FT
 DL6724'(0.5 M) WEST OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DP1877 ***********************************************************************
 DP1877  DESIGNATION -  2751 D
 DP1877  PID         -  DP1877
 DP1877  STATE/COUNTY-  MN/HENNEPIN
 DP1877  COUNTRY     -  US
 DP1877  USGS QUAD   -  MINNEAPOLIS SOUTH (2019)
 DP1877
 DP1877                         *CURRENT SURVEY CONTROL
 DP1877  ______________________________________________________________________
 DP1877* NAD 83(2011) POSITION- 44 59 03.88104(N) 093 18 17.43705(W)   ADJUSTED
 DP1877* NAD 83(2011) ELLIP HT-   230.820 (meters)        (02/18/14)   ADJUSTED
 DP1877* NAD 83(2011) EPOCH   -  2010.00
 DP1877* NAVD 88 ORTHO HEIGHT -   257.914 (meters)      846.17  (feet) ADJUSTED
 DP1877  ______________________________________________________________________
 DP1877  GEOID HEIGHT    -        -27.103 (meters)                     GEOID18
 DP1877  NAD 83(2011) X  -   -260,512.014 (meters)                     COMP
 DP1877  NAD 83(2011) Y  - -4,511,463.651 (meters)                     COMP
 DP1877  NAD 83(2011) Z  -  4,486,286.430 (meters)                     COMP
 DP1877  LAPLACE CORR    -         -3.52  (seconds)                    DEFLEC18
 DP1877  DYNAMIC HEIGHT  -        257.908 (meters)      846.15  (feet) COMP
 DP1877  MODELED GRAVITY -    980,587.9   (mgal)                       NAVD 88
 DP1877
 DP1877  VERT ORDER      -  SECOND    CLASS I
 DP1877
 DP1877  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DP1877  Standards:
 DP1877         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DP1877            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DP1877  -------------------------------------------------------------------
 DP1877  NETWORK    0.63   0.90           0.29   0.21   0.46     -0.02893454
 DP1877  -------------------------------------------------------------------
 DP1877  Click here for local accuracies and other accuracy information.
 DP1877
 DP1877.The horizontal coordinates were established by GPS observations
 DP1877.and adjusted by the MN DEPT OF TRANSP in February 2014.
 DP1877
 DP1877.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DP1877.been affixed to the stable North American tectonic plate. See 
 DP1877.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DP1877
 DP1877.The horizontal coordinates are valid at the epoch date displayed above
 DP1877.which is a decimal equivalence of Year/Month/Day.
 DP1877
 DP1877.The orthometric height was determined by differential leveling and
 DP1877.adjusted by the NATIONAL GEODETIC SURVEY
 DP1877.in September 2016.
 DP1877
 DP1877.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP1877.GEOID18 height accuracy estimate available here.
 DP1877
 DP1877.Click photographs - Photos may exist for this station.
 DP1877
 DP1877.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DP1877
 DP1877.The Laplace correction was computed from DEFLEC18 derived deflections.
 DP1877
 DP1877.The ellipsoidal height was determined by GPS observations
 DP1877.and is referenced to NAD 83.
 DP1877
 DP1877.The dynamic height is computed by dividing the NAVD 88
 DP1877.geopotential number by the normal gravity value computed on the
 DP1877.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP1877.degrees latitude (g = 980.6199 gals.).
 DP1877
 DP1877.The modeled gravity was interpolated from observed gravity values.
 DP1877
 DP1877. The following values were computed from the NAD 83(2011) position.
 DP1877
 DP1877;                    North         East     Units Scale Factor Converg.
 DP1877;SPC MN S     -   320,727.573   854,822.752   MT  0.99995754   +0 29 14.1
 DP1877;SPC MN S     - 1,052,253.71  2,804,530.98   sFT  0.99995754   +0 29 14.1
 DP1877;UTM  15      - 4,981,263.902   475,967.145   MT  0.99960710   -0 12 55.8
 DP1877
 DP1877!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DP1877!SPC MN S     -   0.99996381  x   0.99995754  =   0.99992135
 DP1877!UTM  15      -   0.99996381  x   0.99960710  =   0.99957093
 DP1877
 DP1877_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK7596781263(NAD 83)
 DP1877
 DP1877                          SUPERSEDED SURVEY CONTROL
 DP1877
 DP1877  NAVD 88             257.91   (m)          846.2    (f) LEVELING    3  
 DP1877
 DP1877.Superseded values are not recommended for survey control.
 DP1877
 DP1877.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DP1877.See file dsdata.pdf to determine how the superseded data were derived.
 DP1877
 DP1877_MARKER: I = METAL ROD
 DP1877_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DP1877_STAMPING: 2751 D 2013
 DP1877_MARK LOGO: MNDT
 DP1877_PROJECTION: RECESSED 5 CENTIMETERS
 DP1877_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DP1877_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DP1877_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP1877+SATELLITE: SATELLITE OBSERVATIONS - April 07, 2020
 DP1877_ROD/PIPE-DEPTH: 3.4 meters
 DP1877
 DP1877  HISTORY     - Date     Condition        Report By
 DP1877  HISTORY     - 20130904 MONUMENTED       MNDT
 DP1877  HISTORY     - 20140604 GOOD             MNDT
 DP1877  HISTORY     - 20200407 GOOD             MNDT
 DP1877
 DP1877                          STATION DESCRIPTION
 DP1877
 DP1877'DESCRIBED BY MN DEPT OF TRANSP 2013
 DP1877'IN MINNEAPOLIS, 0.8 MILE WEST ALONG TRUNK HIGHWAY 55 (OLSON MEMORIAL
 DP1877'HIGHWAY) FROM JUNCTION OF TRUNK HIGHWAY 55 (OLSON MEMORIAL HIGHWAY)
 DP1877'AND INTERSTATE 94 IN MINNEAPOLIS, AT TRUNK HIGHWAY 55 MILEPOINT
 DP1877'188.85, 41.4 FEET SOUTH OF WESTBOUND TRUNK HIGHWAY 55 (OLSON MEMORIAL
 DP1877'HIGHWAY), 44.2 FEET NORTH OF EASTBOUND TRUNK HIGHWAY 55 (OLSON
 DP1877'MEMORIAL HIGHWAY), 87.7 FEET WEST OF MORGAN AVENUE NORTH, 1.5 FEET
 DP1877'WEST OF WITNESS POST.
 DP1877
 DP1877                          STATION RECOVERY (2014)
 DP1877
 DP1877'RECOVERY NOTE BY MN DEPT OF TRANSP 2014 (JAM)
 DP1877'IN MINNEAPOLIS, 0.8 MI (1.3 KM) WEST ALONG TRUNK HIGHWAY 55 (OLSON
 DP1877'MEMORIAL HIGHWAY)  FROM THE JUNCTION OF TRUNK HIGHWAY 55 (OLSON
 DP1877'MEMORIAL HIGHWAY) AND INTERSTATE 94 IN MINNEAPOLIS, AT TRUNK HIGHWAY
 DP1877'55 MILE POINT 188.85, 41.4 FT (12.6 M) SOUTH OF WESTBOUND TRUNK
 DP1877'HIGHWAY 55 (OLSON MEMORIAL HIGHWAY), 44.2 FT (13.5 M) NORTH OF
 DP1877'EASTBOUND TRUNK HIGHWAY 55 (OLSON MEMORIAL HIGHWAY), 87.7 FT (26.7 M)
 DP1877'WEST OF MORGAN AVENUE NORTH, 1.5 FT (0.5 M) WEST OF A WITNESS POST.
 DP1877
 DP1877                          STATION RECOVERY (2020)
 DP1877
 DP1877'RECOVERY NOTE BY MN DEPT OF TRANSP 2020 (SEL)
 DP1877'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 PP3385 ***********************************************************************
 PP3385  DESIGNATION -  2752 B
 PP3385  PID         -  PP3385
 PP3385  STATE/COUNTY-  MN/HENNEPIN
 PP3385  COUNTRY     -  US
 PP3385  USGS QUAD   -  MINNEAPOLIS SOUTH (2019)
 PP3385
 PP3385                         *CURRENT SURVEY CONTROL
 PP3385  ______________________________________________________________________
 PP3385* NAD 83(1986) POSITION- 44 59 02.89   (N) 093 20 14.71   (W)   HD_HELD1
 PP3385* NAVD 88 ORTHO HEIGHT -   264.283 (meters)      867.07  (feet) ADJUSTED
 PP3385  ______________________________________________________________________
 PP3385  GEOID HEIGHT    -        -27.059 (meters)                     GEOID18
 PP3385  DYNAMIC HEIGHT  -        264.278 (meters)      867.05  (feet) COMP
 PP3385  MODELED GRAVITY -    980,589.6   (mgal)                       NAVD 88
 PP3385
 PP3385  VERT ORDER      -  SECOND    CLASS I
 PP3385
 PP3385.The horizontal coordinates were determined by differentially corrected
 PP3385.hand held GPS observations or other comparable positioning techniques
 PP3385.and have an estimated accuracy of +/- 3 meters.
 PP3385
 PP3385.The orthometric height was determined by differential leveling and
 PP3385.adjusted by the NATIONAL GEODETIC SURVEY
 PP3385.in June 1995.
 PP3385
 PP3385.Significant digits in the geoid height do not necessarily reflect accuracy.
 PP3385.GEOID18 height accuracy estimate available here.
 PP3385
 PP3385.Click photographs - Photos may exist for this station.
 PP3385
 PP3385.The dynamic height is computed by dividing the NAVD 88
 PP3385.geopotential number by the normal gravity value computed on the
 PP3385.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP3385.degrees latitude (g = 980.6199 gals.).
 PP3385
 PP3385.The modeled gravity was interpolated from observed gravity values.
 PP3385
 PP3385;                    North         East    Units  Estimated Accuracy
 PP3385;SPC MN S     -   320,675.6     852,254.0     MT  (+/- 3 meters HH1 GPS) 
 PP3385
 PP3385_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK7339881243(NAD 83)
 PP3385
 PP3385                          SUPERSEDED SURVEY CONTROL
 PP3385
 PP3385.No superseded survey control is available for this station.
 PP3385
 PP3385_MARKER: DB = BENCH MARK DISK
 PP3385_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 PP3385_SP_SET: BRIDGE ABUTMENT
 PP3385_STAMPING: 2752 B 1979
 PP3385_MARK LOGO: MNHD
 PP3385_MAGNETIC: N = NO MAGNETIC MATERIAL
 PP3385_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PP3385_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 PP3385+SATELLITE: SATELLITE OBSERVATIONS - April 03, 2012
 PP3385
 PP3385  HISTORY     - Date     Condition        Report By
 PP3385  HISTORY     - 19781101 MONUMENTED       MNHD
 PP3385  HISTORY     - 1979     GOOD             MNDT
 PP3385  HISTORY     - 19930322 GOOD             MNDT
 PP3385  HISTORY     - 20051114 GOOD             MNDT
 PP3385  HISTORY     - 20070717 GOOD             MNDT
 PP3385  HISTORY     - 20080728 GOOD             MNDT
 PP3385  HISTORY     - 20100201 GOOD             MNDT
 PP3385  HISTORY     - 20120403 GOOD             MNDT
 PP3385
 PP3385                          STATION DESCRIPTION
 PP3385
 PP3385'DESCRIBED BY MN DEPT OF TRANSP 1979
 PP3385'IN GOLDEN VALLEY.
 PP3385'THE MARK IS LOCATED IN THE TOWN OF GOLDEN VALLEY, IN THE SE 1/4 OF
 PP3385'SECTION 19, T29N, R24W, IN THE TOP OF THE SOUTHEAST CORNER WINGWALL
 PP3385'OF THE TRUNK HIGHWAY 55 BRIDGE (5891) OVER THE MINNEAPOLIS,
 PP3385'NORTHFIELD, AND SOUTHERN RAILROAD, 0.6 MILE EAST ALONG TRUNK HIGHWAY
 PP3385'55 FROM ITS JUNCTION WITH TRUNK HIGHWAY 100 IN GOLDEN VALLEY.  THE
 PP3385'MARK, A STANDARD MNDT VERTICAL CONTROL MONUMENT DISK STAMPED---2752 B
 PP3385'1978---, IS SET FLUSH IN A DRILL HOLE IN THE WINGWALL IN THE
 PP3385'SOUTHEAST CORNER OF THE BRIDGE.  THE MARK IS AT TRUNK HIGHWAY 55
 PP3385'MILEPOINT 187.3.  NOTE--FOUND INPLACE AND STENCILED AT THIS TIME.
 PP3385
 PP3385                          STATION RECOVERY (1993)
 PP3385
 PP3385'RECOVERY NOTE BY MN DEPT OF TRANSP 1993 (WAS)
 PP3385'RECOVERED AS DESCRIBED.
 PP3385
 PP3385                          STATION RECOVERY (2005)
 PP3385
 PP3385'RECOVERY NOTE BY MN DEPT OF TRANSP 2005 (MPP)
 PP3385'RECOVERED AS DESCRIBED.
 PP3385
 PP3385                          STATION RECOVERY (2007)
 PP3385
 PP3385'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (BLB)
 PP3385'THE MARK IS LOCATED ABOUT 8.7 MI (14.0 KM) SOUTHWEST OF NEW BRIGHTON,
 PP3385'7.4 MI (11.9 KM) EAST-NORTHEAST OF HOPKINS AND 3.6 MI (5.8 KM) WEST OF
 PP3385'MINNEAPOLIS.
 PP3385'
 PP3385'TO REACH TO THE MARK IN GOLDEN VALLEY, 0.6 MI (1.0 KM) EAST ALONG EAST
 PP3385'BOUND TRUNK HIGHWAY 55 FROM THE JUNCTION OF TRUNK HIGHWAY 100 AND
 PP3385'TRUNK HIGHWAY 55, AT EAST BOUND TRUNK HIGHWAY 55 MILE POINT 187.3, IN
 PP3385'SOUTHEAST CORNER OF WING WALL OF TRUNK HIGHWAY 55 BRIDGE 5891 OVER
 PP3385'RAILROAD.
 PP3385
 PP3385                          STATION RECOVERY (2008)
 PP3385
 PP3385'RECOVERY NOTE BY MN DEPT OF TRANSP 2008 (MPP)
 PP3385'THE MARK IS LOCATED ABOUT 8.7 MI (14.0 KM) SOUTHWEST OF NEW BRIGHTON,
 PP3385'7.4 MI (11.9 KM) EAST-NORTHEAST OF HOPKINS AND 3.6 MI (5.8 KM) WEST OF
 PP3385'MINNEAPOLIS.
 PP3385'
 PP3385'TO REACH TO THE MARK IN GOLDEN VALLEY, GO 0.6 MI (1.0 KM) EAST ALONG
 PP3385'EAST BOUND TRUNK HIGHWAY 55 FROM THE JUNCTION OF TRUNK HIGHWAY 100 AND
 PP3385'TRUNK HIGHWAY 55, AT EAST BOUND TRUNK HIGHWAY 55 MILE POINT 187.3, IN
 PP3385'SOUTHEAST CORNER OF WING WALL OF TRUNK HIGHWAY 55 BRIDGE 5891 OVER
 PP3385'RAILROAD
 PP3385
 PP3385                          STATION RECOVERY (2010)
 PP3385
 PP3385'RECOVERY NOTE BY MN DEPT OF TRANSP 2010 (BJB)
 PP3385'RECOVERED AS DESCRIBED.
 PP3385
 PP3385                          STATION RECOVERY (2012)
 PP3385
 PP3385'RECOVERY NOTE BY MN DEPT OF TRANSP 2012 (KMS)
 PP3385'IN GOLDEN VALLEY, IN BRIDGE ABUTMENT IN SOUTHEAST CORNER OF WING WALL
 PP3385'OF TRUNK HIGHWAY 55 BRIDGE NUMBER 5891 OVER RAILROAD TRACKS, 0.6 MI
 PP3385'(1.0 KM) EAST ALONG EASTBOUND TRUNK HIGHWAY 55  FROM THE JUNCTION OF
 PP3385'TRUNK HIGHWAY 55 AND TRUNK HIGHWAY 100, AT EASTBOUND TRUNK HIGHWAY 55
 PP3385'MILE POINT 187.3.  MARK WAS SET IN 1978 AND STAMPED WHEN FIRST USED IN
 PP3385'1979.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 PP3386 ***********************************************************************
 PP3386  DESIGNATION -  2752 C
 PP3386  PID         -  PP3386
 PP3386  STATE/COUNTY-  MN/HENNEPIN
 PP3386  COUNTRY     -  US
 PP3386  USGS QUAD   -  MINNEAPOLIS SOUTH (2019)
 PP3386
 PP3386                         *CURRENT SURVEY CONTROL
 PP3386  ______________________________________________________________________
 PP3386* NAD 83(1986) POSITION- 44 59 03.15   (N) 093 19 37.57   (W)   HD_HELD1
 PP3386* NAVD 88 ORTHO HEIGHT -   254.212 (meters)      834.03  (feet) ADJUSTED
 PP3386  ______________________________________________________________________
 PP3386  GEOID HEIGHT    -        -27.073 (meters)                     GEOID18
 PP3386  DYNAMIC HEIGHT  -        254.207 (meters)      834.01  (feet) COMP
 PP3386  MODELED GRAVITY -    980,589.0   (mgal)                       NAVD 88
 PP3386
 PP3386  VERT ORDER      -  SECOND    CLASS I
 PP3386
 PP3386.The horizontal coordinates were determined by differentially corrected
 PP3386.hand held GPS observations or other comparable positioning techniques
 PP3386.and have an estimated accuracy of +/- 3 meters.
 PP3386
 PP3386.The orthometric height was determined by differential leveling and
 PP3386.adjusted by the NATIONAL GEODETIC SURVEY
 PP3386.in June 1995.
 PP3386
 PP3386.Significant digits in the geoid height do not necessarily reflect accuracy.
 PP3386.GEOID18 height accuracy estimate available here.
 PP3386
 PP3386.Click photographs - Photos may exist for this station.
 PP3386
 PP3386.The dynamic height is computed by dividing the NAVD 88
 PP3386.geopotential number by the normal gravity value computed on the
 PP3386.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP3386.degrees latitude (g = 980.6199 gals.).
 PP3386
 PP3386.The modeled gravity was interpolated from observed gravity values.
 PP3386
 PP3386;                    North         East    Units  Estimated Accuracy
 PP3386;SPC MN S     -   320,690.3     853,067.5     MT  (+/- 3 meters HH1 GPS) 
 PP3386
 PP3386_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK7421281248(NAD 83)
 PP3386
 PP3386                          SUPERSEDED SURVEY CONTROL
 PP3386
 PP3386.No superseded survey control is available for this station.
 PP3386
 PP3386_MARKER: DV = VERTICAL CONTROL DISK
 PP3386_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 PP3386+WITH SETTING: INFORMATION.
 PP3386_STAMPING: 2752 C 1979
 PP3386_MARK LOGO: MNHD
 PP3386_PROJECTION: FLUSH
 PP3386_MAGNETIC: I = MARKER IS A STEEL ROD
 PP3386_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PP3386_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 PP3386+SATELLITE: SATELLITE OBSERVATIONS - August 15, 2013
 PP3386_ROD/PIPE-DEPTH: 2.4 meters
 PP3386
 PP3386  HISTORY     - Date     Condition        Report By
 PP3386  HISTORY     - 1978     MONUMENTED       MNDT
 PP3386  HISTORY     - 20051114 GOOD             MNDT
 PP3386  HISTORY     - 20070717 GOOD             MNDT
 PP3386  HISTORY     - 20080806 GOOD             MNDT
 PP3386  HISTORY     - 20090927 GOOD             MNDT
 PP3386  HISTORY     - 20130815 GOOD             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.
 PP3386
 PP3386                          STATION RECOVERY (2005)
 PP3386
 PP3386'RECOVERY NOTE BY MN DEPT OF TRANSP 2005 (MPP)
 PP3386'RECOVERED AS DESCRIBED.
 PP3386
 PP3386                          STATION RECOVERY (2007)
 PP3386
 PP3386'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (JJB)
 PP3386'THE MARK IS LOCATED ABOUT 8.3 MI (13.4 KM) SOUTHWEST OF NEW BRIGHTON,
 PP3386'7.8 MI (12.6 KM) EAST-NORTHEAST OF HOPKINS AND 3.1 MI (5.0 KM) WEST OF
 PP3386'MINNEAPOLIS.
 PP3386'
 PP3386'TO REACH TO THE MARK IN GOLDEN VALLEY, 1.15 MI (1.9 KM) EAST OF THE
 PP3386'JUNCTION OF TRUNK HIGHWAY 100 AND TRUNK HIGHWAY 55, 280 FT (85.3 M)
 PP3386'EAST OF WIRTH PARKWAY, 33 FT (10.1 M) NORTH OF EASTBOUND TRUNK HIGHWAY
 PP3386'55, 2 FT (0.6 M) WEST OF A WITNESS POST, AT TRUNK HIGHWAY 55 MILE
 PP3386'POINT 187.9.
 PP3386
 PP3386                          STATION RECOVERY (2008)
 PP3386
 PP3386'RECOVERY NOTE BY MN DEPT OF TRANSP 2008 (MPP)
 PP3386'THE MARK IS LOCATED ABOUT 8.3 MI (13.4 KM) SOUTHWEST OF NEW BRIGHTON,
 PP3386'7.8 MI (12.6 KM) EAST-NORTHEAST OF HOPKINS AND 3.1 MI (5.0 KM) WEST OF
 PP3386'MINNEAPOLIS.
 PP3386'
 PP3386'TO REACH TO THE MARK GO IN GOLDEN VALLEY, 1.15 MI (1.9 KM) EAST OF THE
 PP3386'JUNCTION OF TRUNK HIGHWAY 100 AND TRUNK HIGHWAY 55, 280 FT (85.3 M)
 PP3386'EAST OF WIRTH PARKWAY, 33 FT (10.1 M) NORTH OF EASTBOUND TRUNK HIGHWAY
 PP3386'55, 2 FT (0.6 M) WEST OF A WITNESS POST, AT TRUNK HIGHWAY 55 MILE
 PP3386'POINT 187.9.
 PP3386
 PP3386                          STATION RECOVERY (2009)
 PP3386
 PP3386'RECOVERY NOTE BY MN DEPT OF TRANSP 2009 (BJB)
 PP3386'RECOVERED AS DESCRIBED.
 PP3386
 PP3386                          STATION RECOVERY (2013)
 PP3386
 PP3386'RECOVERY NOTE BY MN DEPT OF TRANSP 2013 (KMS)
 PP3386'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DK3859 ***********************************************************************
 DK3859  DESIGNATION -  2752 D
 DK3859  PID         -  DK3859
 DK3859  STATE/COUNTY-  MN/HENNEPIN
 DK3859  COUNTRY     -  US
 DK3859  USGS QUAD   -  MINNEAPOLIS SOUTH (2019)
 DK3859
 DK3859                         *CURRENT SURVEY CONTROL
 DK3859  ______________________________________________________________________
 DK3859* NAD 83(1986) POSITION- 44 59 01.75   (N) 093 19 00.77   (W)   HD_HELD1
 DK3859* NAVD 88 ORTHO HEIGHT -   260.420 (meters)      854.39  (feet) ADJUSTED
 DK3859  ______________________________________________________________________
 DK3859  GEOID HEIGHT    -        -27.087 (meters)                     GEOID18
 DK3859  DYNAMIC HEIGHT  -        260.414 (meters)      854.37  (feet) COMP
 DK3859  MODELED GRAVITY -    980,588.4   (mgal)                       NAVD 88
 DK3859
 DK3859  VERT ORDER      -  SECOND    CLASS I
 DK3859
 DK3859.The horizontal coordinates were determined by differentially corrected
 DK3859.hand held GPS observations or other comparable positioning techniques
 DK3859.and have an estimated accuracy of +/- 3 meters.
 DK3859
 DK3859.The orthometric height was determined by differential leveling and
 DK3859.adjusted by the NATIONAL GEODETIC SURVEY
 DK3859.in May 2010.
 DK3859
 DK3859.Significant digits in the geoid height do not necessarily reflect accuracy.
 DK3859.GEOID18 height accuracy estimate available here.
 DK3859
 DK3859.Click photographs - Photos may exist for this station.
 DK3859
 DK3859.The dynamic height is computed by dividing the NAVD 88
 DK3859.geopotential number by the normal gravity value computed on the
 DK3859.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK3859.degrees latitude (g = 980.6199 gals.).
 DK3859
 DK3859.The modeled gravity was interpolated from observed gravity values.
 DK3859
 DK3859;                    North         East    Units  Estimated Accuracy
 DK3859;SPC MN S     -   320,653.8     853,874.0     MT  (+/- 3 meters HH1 GPS) 
 DK3859
 DK3859_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK7501781201(NAD 83)
 DK3859
 DK3859                          SUPERSEDED SURVEY CONTROL
 DK3859
 DK3859.No superseded survey control is available for this station.
 DK3859
 DK3859_MARKER: DV = VERTICAL CONTROL DISK
 DK3859_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DK3859_SP_SET: BRIDGE ABUTMENT
 DK3859_STAMPING: 2752 D 2005
 DK3859_MARK LOGO: MNHD
 DK3859_MAGNETIC: N = NO MAGNETIC MATERIAL
 DK3859_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DK3859_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DK3859+SATELLITE: SATELLITE OBSERVATIONS - August 08, 2013
 DK3859
 DK3859  HISTORY     - Date     Condition        Report By
 DK3859  HISTORY     - 20051114 MONUMENTED       MNHD
 DK3859  HISTORY     - 20120403 GOOD             MNDT
 DK3859  HISTORY     - 20130808 GOOD             MNDT
 DK3859
 DK3859                          STATION DESCRIPTION
 DK3859
 DK3859'DESCRIBED BY MN HIGHWAY DEPT 2005
 DK3859'AT WEST EDGE OF MINNEAPOLIS, IN BRIDGE ABUTMENT IN SOUTHWEST CORNER OF
 DK3859'TRUNK HIGHWAY 55 BRIDGE NUMBER 27237, 0.40 MI (0.6 KM) WEST ALONG
 DK3859'TRUNK HIGHWAY 55 FROM THE JUNCTION OF EAST BOUND TRUNK HIGHWAY 55 AND
 DK3859'PENN AVENUE IN MINNEAPOLIS, AT TRUNK HIGHWAY 55 MILE POINT 188.20,
 DK3859'31.0 FT (9.4 M) SOUTH OF EAST BOUND TRUNK HIGHWAY 55.
 DK3859
 DK3859                          STATION RECOVERY (2012)
 DK3859
 DK3859'RECOVERY NOTE BY MN DEPT OF TRANSP 2012 (KMS)
 DK3859'AT WEST EDGE OF MINNEAPOLIS, IN BRIDGE ABUTMENT IN SOUTHWEST CORNER OF
 DK3859'TRUNK HIGHWAY 55 BRIDGE NUMBER 27237 OVER RAILROAD TRACKS, 0.4 MI (0.6
 DK3859'KM) WEST ALONG TRUNK HIGHWAY 55  FROM THE JUNCTION OF EASTBOUND TRUNK
 DK3859'HIGHWAY 55 AND PENN AVENUE IN MINNEAPOLIS, AT TRUNK HIGHWAY 55 MILE
 DK3859'POINT 188.20, 31.0 FT (9.4 M) SOUTH OF EASTBOUND TRUNK HIGHWAY 55.
 DK3859
 DK3859                          STATION RECOVERY (2013)
 DK3859
 DK3859'RECOVERY NOTE BY MN DEPT OF TRANSP 2013 (MAS)
 DK3859'AT WEST EDGE OF MINNEAPOLIS, IN BRIDGE ABUTMENT IN SOUTHWEST CORNER OF
 DK3859'TRUNK HIGHWAY 55 BRIDGE NUMBER 27237 OVER RAILROAD TRACKS, 0.4 MILE
 DK3859'WEST ALONG TRUNK HIGHWAY 55 FROM JUNCTION OF EASTBOUND TRUNK HIGHWAY
 DK3859'55 AND PENN AVENUE IN MINNEAPOLIS, AT TRUNK HIGHWAY 55 MILEPOINT
 DK3859'188.20, 31.0 FEET SOUTH OF EASTBOUND TRUNK HIGHWAY 55.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DK3860 ***********************************************************************
 DK3860  DESIGNATION -  2752 E
 DK3860  PID         -  DK3860
 DK3860  STATE/COUNTY-  MN/HENNEPIN
 DK3860  COUNTRY     -  US
 DK3860  USGS QUAD   -  MINNEAPOLIS SOUTH (2019)
 DK3860
 DK3860                         *CURRENT SURVEY CONTROL
 DK3860  ______________________________________________________________________
 DK3860* NAD 83(1986) POSITION- 44 59 02.82   (N) 093 18 57.19   (W)   HD_HELD1
 DK3860* NAVD 88 ORTHO HEIGHT -   259.559 (meters)      851.57  (feet) ADJUSTED
 DK3860  ______________________________________________________________________
 DK3860  GEOID HEIGHT    -        -27.088 (meters)                     GEOID18
 DK3860  DYNAMIC HEIGHT  -        259.554 (meters)      851.55  (feet) COMP
 DK3860  MODELED GRAVITY -    980,588.4   (mgal)                       NAVD 88
 DK3860
 DK3860  VERT ORDER      -  SECOND    CLASS I
 DK3860
 DK3860.The horizontal coordinates were determined by differentially corrected
 DK3860.hand held GPS observations or other comparable positioning techniques
 DK3860.and have an estimated accuracy of +/- 3 meters.
 DK3860
 DK3860.The orthometric height was determined by differential leveling and
 DK3860.adjusted by the NATIONAL GEODETIC SURVEY
 DK3860.in May 2010.
 DK3860
 DK3860.Significant digits in the geoid height do not necessarily reflect accuracy.
 DK3860.GEOID18 height accuracy estimate available here.
 DK3860
 DK3860.Click photographs - Photos may exist for this station.
 DK3860
 DK3860.The dynamic height is computed by dividing the NAVD 88
 DK3860.geopotential number by the normal gravity value computed on the
 DK3860.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK3860.degrees latitude (g = 980.6199 gals.).
 DK3860
 DK3860.The modeled gravity was interpolated from observed gravity values.
 DK3860
 DK3860;                    North         East    Units  Estimated Accuracy
 DK3860;SPC MN S     -   320,687.5     853,952.2     MT  (+/- 3 meters HH1 GPS) 
 DK3860
 DK3860_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK7509681234(NAD 83)
 DK3860
 DK3860                          SUPERSEDED SURVEY CONTROL
 DK3860
 DK3860.No superseded survey control is available for this station.
 DK3860
 DK3860_MARKER: DV = VERTICAL CONTROL DISK
 DK3860_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DK3860_SP_SET: BRIDGE ABUTMENT
 DK3860_STAMPING: 2752 E 2005
 DK3860_MARK LOGO: MNDT
 DK3860_MAGNETIC: N = NO MAGNETIC MATERIAL
 DK3860_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DK3860_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DK3860+SATELLITE: SATELLITE OBSERVATIONS - August 08, 2013
 DK3860
 DK3860  HISTORY     - Date     Condition        Report By
 DK3860  HISTORY     - 20051114 MONUMENTED       MNDT
 DK3860  HISTORY     - 20120403 GOOD             MNDT
 DK3860  HISTORY     - 20130808 GOOD             MNDT
 DK3860
 DK3860                          STATION DESCRIPTION
 DK3860
 DK3860'DESCRIBED BY MN DEPT OF TRANSP 2005
 DK3860'AT WEST EDGE OF MINNEAPOLIS, IN BRIDGE ABUTMENT IN NORTHEAST CORNER OF
 DK3860'TRUNK HIGHWAY 55 BRIDGE NUMBER 27237, 0.35 MI (0.6 KM) WEST ALONG
 DK3860'TRUNK HIGHWAY 55 FROM THE JUNCTION OF TRUNK HIGHWAY 55 AND PENN AVENUE
 DK3860'IN MINNEAPOLIS, AT TRUNK HIGHWAY 55 MILE POINT 188.25, 31.0 FT (9.4 M)
 DK3860'NORTH OF NORTH BOUND TRUNK HIGHWAY 55.
 DK3860
 DK3860                          STATION RECOVERY (2012)
 DK3860
 DK3860'RECOVERY NOTE BY MN DEPT OF TRANSP 2012 (KMS)
 DK3860'AT WEST EDGE OF MINNEAPOLIS, IN BRIDGE ABUTMENT IN NORTHEAST CORNER OF
 DK3860'TRUNK HIGHWAY 55 BRIDGE NUMBER 27237 OVER RAILROAD TRACKS, 0.35 MI
 DK3860'(0.6 KM) WEST ALONG TRUNK HIGHWAY 55  FROM THE JUNCTION OF TRUNK
 DK3860'HIGHWAY 55 AND PENN AVENUE IN MINNEAPOLIS, AT TRUNK HIGHWAY 55 MILE
 DK3860'POINT 188.25, 31.0 FT (9.4 M) NORTH OF WESTBOUND TRUNK HIGHWAY 55.
 DK3860
 DK3860                          STATION RECOVERY (2013)
 DK3860
 DK3860'RECOVERY NOTE BY MN DEPT OF TRANSP 2013 (MAS)
 DK3860'AT WEST EDGE OF MINNEAPOLIS, IN BRIDGE ABUTMENT IN NORTHEAST CORNER OF
 DK3860'TRUNK HIGHWAY 55 BRIDGE NUMBER 27237 OVER RAILROAD TRACKS, 0.35 MILE
 DK3860'WEST ALONG TRUNK HIGHWAY 55 FROM JUNCTION OF TRUNK HIGHWAY 55 AND PENN
 DK3860'AVENUE IN MINNEAPOLIS, AT TRUNK HIGHWAY 55 MILEPOINT 188.25, 31.0 FEET
 DK3860'NORTH OF WESTBOUND TRUNK HIGHWAY 55.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DP5959 ***********************************************************************
 DP5959  DESIGNATION -  2752 F
 DP5959  PID         -  DP5959
 DP5959  STATE/COUNTY-  MN/HENNEPIN
 DP5959  COUNTRY     -  US
 DP5959  USGS QUAD   -  MINNEAPOLIS SOUTH (2019)
 DP5959
 DP5959                         *CURRENT SURVEY CONTROL
 DP5959  ______________________________________________________________________
 DP5959* NAD 83(1986) POSITION- 44 59 04.28   (N) 093 20 36.57   (W)   HD_HELD1
 DP5959* NAVD 88 ORTHO HEIGHT -   256.094 (meters)      840.20  (feet) ADJUSTED
 DP5959  ______________________________________________________________________
 DP5959  GEOID HEIGHT    -        -27.051 (meters)                     GEOID18
 DP5959  DYNAMIC HEIGHT  -        256.089 (meters)      840.19  (feet) COMP
 DP5959  MODELED GRAVITY -    980,590.0   (mgal)                       NAVD 88
 DP5959
 DP5959  VERT ORDER      -  SECOND    CLASS I
 DP5959
 DP5959.The horizontal coordinates were determined by differentially corrected
 DP5959.hand held GPS observations or other comparable positioning techniques
 DP5959.and have an estimated accuracy of +/- 3 meters.
 DP5959
 DP5959.The orthometric height was determined by differential leveling and
 DP5959.adjusted by the NATIONAL GEODETIC SURVEY
 DP5959.in September 2016.
 DP5959
 DP5959.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP5959.GEOID18 height accuracy estimate available here.
 DP5959
 DP5959.Click photographs - Photos may exist for this station.
 DP5959
 DP5959.The dynamic height is computed by dividing the NAVD 88
 DP5959.geopotential number by the normal gravity value computed on the
 DP5959.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP5959.degrees latitude (g = 980.6199 gals.).
 DP5959
 DP5959.The modeled gravity was interpolated from observed gravity values.
 DP5959
 DP5959;                    North         East    Units  Estimated Accuracy
 DP5959;SPC MN S     -   320,714.7     851,774.8     MT  (+/- 3 meters HH1 GPS) 
 DP5959
 DP5959_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK7292081288(NAD 83)
 DP5959
 DP5959                          SUPERSEDED SURVEY CONTROL
 DP5959
 DP5959.No superseded survey control is available for this station.
 DP5959
 DP5959_MARKER: F = FLANGE-ENCASED ROD
 DP5959_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DP5959_STAMPING: 2752 F 2013
 DP5959_MARK LOGO: MNDT
 DP5959_PROJECTION: RECESSED 5 CENTIMETERS
 DP5959_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DP5959_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DP5959_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP5959+SATELLITE: SATELLITE OBSERVATIONS - September 04, 2013
 DP5959_ROD/PIPE-DEPTH: 9.1 meters
 DP5959
 DP5959  HISTORY     - Date     Condition        Report By
 DP5959  HISTORY     - 20130904 MONUMENTED       MNDT
 DP5959
 DP5959                          STATION DESCRIPTION
 DP5959
 DP5959'DESCRIBED BY MN DEPT OF TRANSP 2013
 DP5959'THE STATION IS LOCATED ABOUT 8.9 MI (14.3 KM) SOUTHWEST OF NEW
 DP5959'BRIGHTON, 7.1 MI (11.4 KM) NORTHEAST OF HOPKINS AND 3.9 MI (6.3 KM)
 DP5959'WEST OF MINNEAPOLIS.
 DP5959'
 DP5959'TO REACH THE MARK GO 0.3 MI (0.5 KM) EAST ALONG TRUNK HIGHWAY 55 FROM
 DP5959'THE JUNCTION OF TRUNK HIGHWAY 55 AND TRUNK HIGHWAY 100 IN GOLDEN
 DP5959'VALLEY, AT TRUNK HIGHWAY 55 MILE POINT 186.9.
 DP5959'
 DP5959'THE MARK IS LOCATED 325.0 FT (99.1 M) WEST OF SCHAPER ROAD, 79.2 FT
 DP5959'(24.1 M) SOUTHEAST OF FRONTAGE ROAD, 33.6 FT (10.2 M) NORTH OF
 DP5959'WESTBOUND TRUNK HIGHWAY 55/OLSON MEMORIAL HIGHWAY FOG LINE, 1.5 FT
 DP5959'(0.5 M) SOUTH OF A WITNESS POST.
 DP5959'
 DP5959'NOTE - THE STATION MARK CONSISTS OF A 3/4 INCH (19 MM) DIAMETER
 DP5959'ALUMINUM ROD DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL MARK
 DP5959'REMOVABLE DISK SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY
 DP5959'A SIX-INCH PVC PIPE BACKFILLED WITH WASHED SAND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 QO0845 ***********************************************************************
 QO0845  DESIGNATION -  2755 D
 QO0845  PID         -  QO0845
 QO0845  STATE/COUNTY-  MN/HENNEPIN
 QO0845  COUNTRY     -  US
 QO0845  USGS QUAD   -  MINNEAPOLIS NORTH (2019)
 QO0845
 QO0845                         *CURRENT SURVEY CONTROL
 QO0845  ______________________________________________________________________
 QO0845* NAD 83(1986) POSITION- 45 03 31.40   (N) 093 18 30.34   (W)   HD_HELD1
 QO0845* NAVD 88 ORTHO HEIGHT -   263.575 (meters)      864.75  (feet) ADJUSTED
 QO0845  ______________________________________________________________________
 QO0845  GEOID HEIGHT    -        -27.191 (meters)                     GEOID18
 QO0845  DYNAMIC HEIGHT  -        263.572 (meters)      864.74  (feet) COMP
 QO0845  MODELED GRAVITY -    980,598.1   (mgal)                       NAVD 88
 QO0845
 QO0845  VERT ORDER      -  SECOND    CLASS I
 QO0845
 QO0845.The horizontal coordinates were determined by differentially corrected
 QO0845.hand held GPS observations or other comparable positioning techniques
 QO0845.and have an estimated accuracy of +/- 3 meters.
 QO0845
 QO0845.The orthometric height was determined by differential leveling and
 QO0845.adjusted by the NATIONAL GEODETIC SURVEY
 QO0845.in June 1991.
 QO0845
 QO0845.Significant digits in the geoid height do not necessarily reflect accuracy.
 QO0845.GEOID18 height accuracy estimate available here.
 QO0845
 QO0845.Click photographs - Photos may exist for this station.
 QO0845
 QO0845.The dynamic height is computed by dividing the NAVD 88
 QO0845.geopotential number by the normal gravity value computed on the
 QO0845.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QO0845.degrees latitude (g = 980.6199 gals.).
 QO0845
 QO0845.The modeled gravity was interpolated from observed gravity values.
 QO0845
 QO0845;                    North         East    Units  Estimated Accuracy
 QO0845;SPC MN S     -   328,982.9     854,470.2     MT  (+/- 3 meters HH1 GPS) 
 QO0845
 QO0845_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK7571689519(NAD 83)
 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
 QO0845.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QO0845.See file dsdata.pdf to determine how the superseded data were derived.
 QO0845
 QO0845_MARKER: DB = BENCH MARK DISK
 QO0845_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 QO0845_SP_SET: BRIDGE ABUTMENT
 QO0845_STAMPING: 2755 D 1972
 QO0845_MARK LOGO: MNHD
 QO0845_MAGNETIC: N = NO MAGNETIC MATERIAL
 QO0845_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QO0845_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 QO0845+SATELLITE: SATELLITE OBSERVATIONS - March 27, 2012
 QO0845
 QO0845  HISTORY     - Date     Condition        Report By
 QO0845  HISTORY     - 19700401 MONUMENTED       MNHD
 QO0845  HISTORY     - 1987     GOOD             USPSQD
 QO0845  HISTORY     - 19980604 GOOD             MNDT
 QO0845  HISTORY     - 20070801 GOOD             MNDT
 QO0845  HISTORY     - 20080703 GOOD             MNDT
 QO0845  HISTORY     - 20120327 GOOD             MNDT
 QO0845
 QO0845                          STATION DESCRIPTION
 QO0845
 QO0845'DESCRIBED BY MN HIGHWAY DEPT 1970
 QO0845'IN BROOKLYN CENTER.
 QO0845'MARK IS LOCATED 0.95 MILES SOUTH ALONG TH 100 FROM THE JUNCTION OF TH
 QO0845'100 AND FAI 94 IN BROOKLYN CENTER, IN THE SOUTHWEST CORNER OF BRIDGE
 QO0845'NO. 27041, COUNTY ROAD 10 OVER TH 100.  NE 1/4 SECTION 2, T 118N, R
 QO0845'21W.
 QO0845
 QO0845                          STATION RECOVERY (1987)
 QO0845
 QO0845'RECOVERY NOTE BY US POWER SQUADRON 1987 (CAF)
 QO0845'RECOVERED IN GOOD CONDITION.
 QO0845
 QO0845                          STATION RECOVERY (1998)
 QO0845
 QO0845'RECOVERY NOTE BY MN DEPT OF TRANSP 1998 (WAS)
 QO0845'THE MARK WAS RECOVERED AS DESCRIBED 20.5 FT (6.2 M) SOUTH OF CO RD 10.
 QO0845
 QO0845                          STATION RECOVERY (2007)
 QO0845
 QO0845'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (BLB)
 QO0845'THE MARK IS LOCATED ABOUT 6.2 MI (10.0 KM) SOUTHEAST OF OSSEO, 5.9 MI
 QO0845'(9.5 KM) NORTH-NORTHWEST OF MINNEAPOLIS AND 5.2 MI (8.4 KM) WEST OF
 QO0845'NEW BRIGHTON.
 QO0845'
 QO0845'TO REACH TO THE MARK IN BROOKLYN CENTER, 0.95 MI (1.5 KM) SOUTH OF THE
 QO0845'JUNCTION OF TRUNK HIGHWAY 100 AND INTERSTATE HIGHWAY 94, 20.5 FT (6.2
 QO0845'M) SOUTH OF COUNTY ROAD 10, IN SOUTHWEST CORNER OF BRIDGE 27041 OVER
 QO0845'TRUNK HIGHWAY 100.
 QO0845
 QO0845                          STATION RECOVERY (2008)
 QO0845
 QO0845'RECOVERY NOTE BY MN DEPT OF TRANSP 2008 (PJG)
 QO0845'RECOVERED AS DESCRIBED.
 QO0845
 QO0845                          STATION RECOVERY (2012)
 QO0845
 QO0845'RECOVERY NOTE BY MN DEPT OF TRANSP 2012 (JBG)
 QO0845'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 QO0844 ***********************************************************************
 QO0844  DESIGNATION -  2755 E
 QO0844  PID         -  QO0844
 QO0844  STATE/COUNTY-  MN/HENNEPIN
 QO0844  COUNTRY     -  US
 QO0844  USGS QUAD   -  MINNEAPOLIS NORTH (2019)
 QO0844
 QO0844                         *CURRENT SURVEY CONTROL
 QO0844  ______________________________________________________________________
 QO0844* NAD 83(1986) POSITION- 45 03 35.34   (N) 093 18 23.21   (W)   HD_HELD1
 QO0844* NAVD 88 ORTHO HEIGHT -   263.819 (meters)      865.55  (feet) ADJUSTED
 QO0844  ______________________________________________________________________
 QO0844  GEOID HEIGHT    -        -27.194 (meters)                     GEOID18
 QO0844  DYNAMIC HEIGHT  -        263.816 (meters)      865.54  (feet) COMP
 QO0844  MODELED GRAVITY -    980,598.4   (mgal)                       NAVD 88
 QO0844
 QO0844  VERT ORDER      -  SECOND    CLASS I
 QO0844
 QO0844.The horizontal coordinates were determined by differentially corrected
 QO0844.hand held GPS observations or other comparable positioning techniques
 QO0844.and have an estimated accuracy of +/- 3 meters.
 QO0844
 QO0844.The orthometric height was determined by differential leveling and
 QO0844.adjusted by the NATIONAL GEODETIC SURVEY
 QO0844.in August 2004.
 QO0844
 QO0844.Significant digits in the geoid height do not necessarily reflect accuracy.
 QO0844.GEOID18 height accuracy estimate available here.
 QO0844
 QO0844.Click photographs - Photos may exist for this station.
 QO0844
 QO0844.The dynamic height is computed by dividing the NAVD 88
 QO0844.geopotential number by the normal gravity value computed on the
 QO0844.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QO0844.degrees latitude (g = 980.6199 gals.).
 QO0844
 QO0844.The modeled gravity was interpolated from observed gravity values.
 QO0844
 QO0844;                    North         East    Units  Estimated Accuracy
 QO0844;SPC MN S     -   329,105.8     854,625.2     MT  (+/- 3 meters HH1 GPS) 
 QO0844
 QO0844_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK7587289640(NAD 83)
 QO0844
 QO0844                          SUPERSEDED SURVEY CONTROL
 QO0844
 QO0844  NAVD 88 (06/15/91)  263.823  (m)          865.56   (f) SUPERSEDED  2 0
 QO0844  NGVD 29 (??/??/92)  263.760  (m)          865.35   (f) ADJ UNCH    2 0
 QO0844
 QO0844.Superseded values are not recommended for survey control.
 QO0844
 QO0844.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QO0844.See file dsdata.pdf to determine how the superseded data were derived.
 QO0844
 QO0844_MARKER: DB = BENCH MARK DISK
 QO0844_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 QO0844_SP_SET: BRIDGE ABUTMENT
 QO0844_STAMPING: 2755 E 1972
 QO0844_MARK LOGO: MNHD
 QO0844_MAGNETIC: N = NO MAGNETIC MATERIAL
 QO0844_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QO0844_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 QO0844+SATELLITE: SATELLITE OBSERVATIONS - March 27, 2012
 QO0844
 QO0844  HISTORY     - Date     Condition        Report By
 QO0844  HISTORY     - 19720401 MONUMENTED       MNHD
 QO0844  HISTORY     - 1987     GOOD             USPSQD
 QO0844  HISTORY     - 19980604 GOOD             MNDT
 QO0844  HISTORY     - 20070802 GOOD             MNDT
 QO0844  HISTORY     - 20080703 GOOD             MNDT
 QO0844  HISTORY     - 20120327 GOOD             MNDT
 QO0844
 QO0844                          STATION DESCRIPTION
 QO0844
 QO0844'DESCRIBED BY MN HIGHWAY DEPT 1972
 QO0844'IN BROOKLYN CENTER.
 QO0844'MARK IS LOCATED 0.85 MILES SOUTHWEST ALONG T.H. 100 FROM THE JUNCTION
 QO0844'OF T.H. 100 AND FAI 94 IN BROOKLYN CENTER, IN THE SOUTHEAST CORNER OF
 QO0844'BRIDGE NO. 27042, JOHN MARTIN DRIVE OVER T.H. 100.  NE 1/4 SECTION 3,
 QO0844'T 118N, R 21W.
 QO0844
 QO0844                          STATION RECOVERY (1987)
 QO0844
 QO0844'RECOVERY NOTE BY US POWER SQUADRON 1987 (CAF)
 QO0844'RECOVERED IN GOOD CONDITION.
 QO0844
 QO0844                          STATION RECOVERY (1998)
 QO0844
 QO0844'RECOVERY NOTE BY MN DEPT OF TRANSP 1998 (WAS)
 QO0844'THE MARK WAS RECOVERED AS DESCRIBED AND 17.0 FT (5.2 M) NNE OF JOHN
 QO0844'MARTIN DRIVE.
 QO0844
 QO0844                          STATION RECOVERY (2007)
 QO0844
 QO0844'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (JJB)
 QO0844'THE MARK IS LOCATED ABOUT 6.2 MI (10.0 KM) SOUTHEAST OF OSSEO, 5.9 MI
 QO0844'(9.5 KM) NORTH-NORTHWEST OF MINNEAPOLIS AND 5.1 MI (8.2 KM) WEST OF
 QO0844'NEW BRIGHTON.
 QO0844'
 QO0844'TO REACH TO THE MARK IN BROOKLYN CENTER, 0.85 MI (1.4 KM) SOUTHWEST OF
 QO0844'THE JUNCTION OF TRUNK HIGHWAY 100 AND INTERSTATE HIGHWAY 94, 17.0 FT
 QO0844'(5.2 M) NORTH-NORTHEAST OF JOHN MARTIN DRIVE, IN SOUTHEAST CORNER OF
 QO0844'BRIDGE 27042 OVER TRUNK HIGHWAY 100.
 QO0844
 QO0844                          STATION RECOVERY (2008)
 QO0844
 QO0844'RECOVERY NOTE BY MN DEPT OF TRANSP 2008 (PJG)
 QO0844'RECOVERED AS DESCRIBED.
 QO0844
 QO0844                          STATION RECOVERY (2012)
 QO0844
 QO0844'RECOVERY NOTE BY MN DEPT OF TRANSP 2012 (JBG)
 QO0844'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 QO2379 ***********************************************************************
 QO2379  DESIGNATION -  2755 F
 QO2379  PID         -  QO2379
 QO2379  STATE/COUNTY-  MN/HENNEPIN
 QO2379  COUNTRY     -  US
 QO2379  USGS QUAD   -  MINNEAPOLIS NORTH (2019)
 QO2379
 QO2379                         *CURRENT SURVEY CONTROL
 QO2379  ______________________________________________________________________
 QO2379* NAD 83(1986) POSITION- 45 02 22.     (N) 093 20 21.     (W)   SCALED
 QO2379* NAVD 88 ORTHO HEIGHT -   264.472 (meters)      867.69  (feet) ADJUSTED
 QO2379  ______________________________________________________________________
 QO2379  GEOID HEIGHT    -        -27.134 (meters)                     GEOID18
 QO2379  DYNAMIC HEIGHT  -        264.468 (meters)      867.68  (feet) COMP
 QO2379  MODELED GRAVITY -    980,595.9   (mgal)                       NAVD 88
 QO2379
 QO2379  VERT ORDER      -  SECOND    CLASS I
 QO2379
 QO2379.The horizontal coordinates were scaled from a map and have
 QO2379.an estimated accuracy of +/- 6 seconds.
 QO2379
 QO2379.The orthometric height was determined by differential leveling and
 QO2379.adjusted by the NATIONAL GEODETIC SURVEY
 QO2379.in August 2004.
 QO2379
 QO2379.Significant digits in the geoid height do not necessarily reflect accuracy.
 QO2379.GEOID18 height accuracy estimate available here.
 QO2379
 QO2379.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK732873(NAD 83)
 QO2379
 QO2379                          SUPERSEDED SURVEY CONTROL
 QO2379
 QO2379  NAVD 88 (06/23/95)  264.490  (m)          867.75   (f) SUPERSEDED  2 2
 QO2379
 QO2379.Superseded values are not recommended for survey control.
 QO2379
 QO2379.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QO2379.See file dsdata.pdf to determine how the superseded data were derived.
 QO2379
 QO2379_MARKER: DV = VERTICAL CONTROL DISK
 QO2379_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 QO2379_SP_SET: BRIDGE GUARDRAIL
 QO2379_STAMPING: 2755 F 1980
 QO2379_MARK LOGO: MNDT
 QO2379_MAGNETIC: O = OTHER; SEE DESCRIPTION
 QO2379_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QO2379
 QO2379  HISTORY     - Date     Condition        Report By
 QO2379  HISTORY     - 1980     MONUMENTED       MNDT
 QO2379  HISTORY     - 19980604 GOOD             MNDT
 QO2379  HISTORY     - 20070801 MARK NOT FOUND   MNDT
 QO2379  HISTORY     - 20080702 MARK NOT FOUND   MNDT
 QO2379
 QO2379                          STATION DESCRIPTION
 QO2379
 QO2379'DESCRIBED BY MN DEPT OF TRANSP 1980
 QO2379'THE MARK IS LOCATED IN THE TOWN OF ROBBINSDALE, IN THE NE 1/4 OF
 QO2379'SECTION 16, T118N, R21W, AT THE TRUNK HIGHWAY 100 BRIDGE (NUMBER
 QO2379'6560) OVER THE CHANNEL AT TWIN LAKES, 0.2 MI (0.3 KM) NORTHEAST ALONG
 QO2379'TRUNK HIGHWAY 100 FROM ITS JUNCTION WITH TRUNK HIGHWAY 52 IN
 QO2379'ROBBINSDALE. THE MARK, A STANDARD MNDT VERTICAL CONTROL MONUMENT DISK
 QO2379'STAMPED---2755 F 1980---, IS SET FLUSH IN A DRILL HOLE IN THE TOP OF
 QO2379'THE NORTHEAST CORNER OF THE CONCRETE GUARDRAIL OF THE BRIDGE.
 QO2379
 QO2379                          STATION RECOVERY (1998)
 QO2379
 QO2379'RECOVERY NOTE BY MN DEPT OF TRANSP 1998 (WAS)
 QO2379'THE MARK WAS RECOVERED AS DESCRIBED.
 QO2379
 QO2379                          STATION RECOVERY (2007)
 QO2379
 QO2379'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (BLB)
 QO2379'THE MARK WAS NOT RECOVERED.
 QO2379
 QO2379                          STATION RECOVERY (2008)
 QO2379
 QO2379'RECOVERY NOTE BY MN DEPT OF TRANSP 2008 (PJG)
 QO2379'THE MARK WAS NOT RECOVERED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DE8269 ***********************************************************************
 DE8269  DESIGNATION -  2755 G
 DE8269  PID         -  DE8269
 DE8269  STATE/COUNTY-  MN/HENNEPIN
 DE8269  COUNTRY     -  US
 DE8269  USGS QUAD   -  MINNEAPOLIS NORTH (2019)
 DE8269
 DE8269                         *CURRENT SURVEY CONTROL
 DE8269  ______________________________________________________________________
 DE8269* NAD 83(2011) POSITION- 45 02 25.26237(N) 093 20 12.61778(W)   ADJUSTED
 DE8269* NAD 83(2011) ELLIP HT-   236.236 (meters)        (06/27/12)   ADJUSTED
 DE8269* NAD 83(2011) EPOCH   -  2010.00
 DE8269* NAVD 88 ORTHO HEIGHT -   263.376 (meters)      864.09  (feet) ADJUSTED
 DE8269  ______________________________________________________________________
 DE8269  GEOID HEIGHT    -        -27.137 (meters)                     GEOID18
 DE8269  NAD 83(2011) X  -   -262,775.523 (meters)                     COMP
 DE8269  NAD 83(2011) Y  - -4,506,931.810 (meters)                     COMP
 DE8269  NAD 83(2011) Z  -  4,490,685.302 (meters)                     COMP
 DE8269  LAPLACE CORR    -         -1.13  (seconds)                    DEFLEC18
 DE8269  DYNAMIC HEIGHT  -        263.373 (meters)      864.08  (feet) COMP
 DE8269  MODELED GRAVITY -    980,595.9   (mgal)                       NAVD 88
 DE8269
 DE8269  VERT ORDER      -  SECOND    CLASS I
 DE8269
 DE8269  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DE8269  Standards:
 DE8269         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DE8269            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DE8269  -------------------------------------------------------------------
 DE8269  NETWORK    0.37   0.49           0.15   0.15   0.25      0.06593249
 DE8269  -------------------------------------------------------------------
 DE8269  Click here for local accuracies and other accuracy information.
 DE8269
 DE8269.The horizontal coordinates were established by GPS observations
 DE8269.and adjusted by the National Geodetic Survey in June 2012.
 DE8269
 DE8269.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DE8269.been affixed to the stable North American tectonic plate. See 
 DE8269.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DE8269
 DE8269.The horizontal coordinates are valid at the epoch date displayed above
 DE8269.which is a decimal equivalence of Year/Month/Day.
 DE8269
 DE8269.The orthometric height was determined by differential leveling and
 DE8269.adjusted by the NATIONAL GEODETIC SURVEY
 DE8269.in August 2004.
 DE8269
 DE8269.Significant digits in the geoid height do not necessarily reflect accuracy.
 DE8269.GEOID18 height accuracy estimate available here.
 DE8269
 DE8269.Click photographs - Photos may exist for this station.
 DE8269
 DE8269.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DE8269
 DE8269.The Laplace correction was computed from DEFLEC18 derived deflections.
 DE8269
 DE8269.The ellipsoidal height was determined by GPS observations
 DE8269.and is referenced to NAD 83.
 DE8269
 DE8269.The dynamic height is computed by dividing the NAVD 88
 DE8269.geopotential number by the normal gravity value computed on the
 DE8269.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE8269.degrees latitude (g = 980.6199 gals.).
 DE8269
 DE8269.The modeled gravity was interpolated from observed gravity values.
 DE8269
 DE8269. The following values were computed from the NAD 83(2011) position.
 DE8269
 DE8269;                    North         East     Units Scale Factor Converg.
 DE8269;SPC MN S     -   326,922.810   852,249.153   MT  0.99996625   +0 27 53.4
 DE8269;SPC MN S     - 1,072,579.25  2,796,087.43   sFT  0.99996625   +0 27 53.4
 DE8269;UTM  15      - 4,987,488.044   473,470.632   MT  0.99960865   -0 14 18.1
 DE8269
 DE8269!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE8269!SPC MN S     -   0.99996296  x   0.99996625  =   0.99992921
 DE8269!UTM  15      -   0.99996296  x   0.99960865  =   0.99957163
 DE8269
 DE8269_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK7347087488(NAD 83)
 DE8269
 DE8269                          SUPERSEDED SURVEY CONTROL
 DE8269
 DE8269  NAD 83(2007)-  45 02 25.26265(N)    093 20 12.61881(W) AD(2002.00) 1
 DE8269  ELLIP H (06/23/10)  236.263  (m)                       GP(2002.00) 3 1
 DE8269  NAVD 88             263.38   (m)          864.1    (f) LEVELING    3  
 DE8269
 DE8269.Superseded values are not recommended for survey control.
 DE8269
 DE8269.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE8269.See file dsdata.pdf to determine how the superseded data were derived.
 DE8269
 DE8269_MARKER: DD = SURVEY DISK
 DE8269_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DE8269_STAMPING: 2755 G 1998
 DE8269_MARK LOGO: MNDT
 DE8269_PROJECTION: FLUSH
 DE8269_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DE8269_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DE8269_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE8269+SATELLITE: SATELLITE OBSERVATIONS - April 07, 2020
 DE8269_ROD/PIPE-DEPTH: 18.3 meters
 DE8269
 DE8269  HISTORY     - Date     Condition        Report By
 DE8269  HISTORY     - 19980601 MONUMENTED       MNDT
 DE8269  HISTORY     - 20070801 MARK NOT FOUND   MNDT
 DE8269  HISTORY     - 20080702 GOOD             MNDT
 DE8269  HISTORY     - 20120327 GOOD             MNDT
 DE8269  HISTORY     - 20200407 GOOD             MNDT
 DE8269
 DE8269                          STATION DESCRIPTION
 DE8269
 DE8269'DESCRIBED BY MN DEPT OF TRANSP 1998 (WAS)
 DE8269'IN BROOKLYN CENTER, 0.15 MILES (0.24 KM) SOUTH ALONG TH 100 FROM JCT
 DE8269'OF TH 100 AND INDIANA AVE IN BROOKLYN CENTER, AT TH 100 MP 12.95,
 DE8269'ABOUT 250 FT (76.2 M) NW OF TH 100, 15.0 FT (4.6 M) SOUTH OF FENCE,
 DE8269'11.2 FT (3.4 M) EAST SE OF R/W POST, 43.2 FT (13.2 M) SSE OF SW CORNER
 DE8269'OF APT BUILDING, 49.4 EAST SE OF P-POLE, 2.3 FT (0.7 M) WSW OF WIT
 DE8269'POST.
 DE8269
 DE8269                          STATION RECOVERY (2007)
 DE8269
 DE8269'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (BLB)
 DE8269'THE MARK WAS NOT RECOVERED.
 DE8269
 DE8269                          STATION RECOVERY (2008)
 DE8269
 DE8269'RECOVERY NOTE BY MN DEPT OF TRANSP 2008 (PJG)
 DE8269'THE MARK WAS RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.
 DE8269'THE MARK IS IN BROOKLYN CENTER, AT TRUNK HIGHWAY 100 MILEPOINT 12.95,
 DE8269'0.15 MILE SOUTH ALONG TRUNK HIGHWAY 100 FROM JUNCTION OF TRUNK HIGHWAY
 DE8269'100 AND INDIANA AVENUE IN BROOKLYN CENTER, ABOUT 250 FEET NORTHWEST OF
 DE8269'TRUNK HIGHWAY 100, 49.4 EAST SOUTHEAST OF POWER POLE, 43.2 FEET
 DE8269'SOUTH-SOUTHEAST OF SOUTHWEST CORNER OF APARTMENT BUILDING, 9.5 FEET
 DE8269'SOUTH OF CHAIN LINK FENCE, 2.3 FEET WEST-SOUTHWEST OF WITNESS POST.
 DE8269
 DE8269                          STATION RECOVERY (2012)
 DE8269
 DE8269'RECOVERY NOTE BY MN DEPT OF TRANSP 2012 (JBG)
 DE8269'IN BROOKLYN CENTER, 0.15 MI (0.2 KM) SOUTH ALONG TRUNK HIGHWAY 100
 DE8269'FROM THE JUNCTION OF TRUNK HIGHWAY 100 AND INDIANA AVENUE IN BROOKLYN
 DE8269'CENTER, AT TRUNK HIGHWAY 100 MILE POINT 12.95, ABOUT 250.0 FT (76.2 M)
 DE8269'NORTHWEST OF TRUNK HIGHWAY 100, 49.4 EAST-SOUTHEAST OF POWER POLE,
 DE8269'43.2 FT (13.2 M) SOUTH-SOUTHEAST OF THE SOUTHWEST CORNER OF APARTMENT
 DE8269'BUILDING, 9.5 FT (2.9 M) SOUTH OF CHAIN LINK FENCE, 2.3 FT (0.7 M)
 DE8269'WEST-SOUTHWEST OF A WITNESS POST.
 DE8269
 DE8269                          STATION RECOVERY (2020)
 DE8269
 DE8269'RECOVERY NOTE BY MN DEPT OF TRANSP 2020 (SEL)
 DE8269'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DE8270 ***********************************************************************
 DE8270  DESIGNATION -  2755 H
 DE8270  PID         -  DE8270
 DE8270  STATE/COUNTY-  MN/HENNEPIN
 DE8270  COUNTRY     -  US
 DE8270  USGS QUAD   -  MINNEAPOLIS NORTH (2019)
 DE8270
 DE8270                         *CURRENT SURVEY CONTROL
 DE8270  ______________________________________________________________________
 DE8270* NAD 83(1986) POSITION- 45 02 44.7    (N) 093 19 38.1    (W)   HD_HELD2
 DE8270* NAVD 88 ORTHO HEIGHT -   264.348 (meters)      867.28  (feet) ADJUSTED
 DE8270  ______________________________________________________________________
 DE8270  GEOID HEIGHT    -        -27.154 (meters)                     GEOID18
 DE8270  DYNAMIC HEIGHT  -        264.345 (meters)      867.27  (feet) COMP
 DE8270  MODELED GRAVITY -    980,596.4   (mgal)                       NAVD 88
 DE8270
 DE8270  VERT ORDER      -  SECOND    CLASS I
 DE8270
 DE8270.The horizontal coordinates were established by autonomous hand held GPS
 DE8270.observations and have an estimated accuracy of +/- 10 meters.
 DE8270
 DE8270.The orthometric height was determined by differential leveling and
 DE8270.adjusted by the NATIONAL GEODETIC SURVEY
 DE8270.in August 2004.
 DE8270
 DE8270.Significant digits in the geoid height do not necessarily reflect accuracy.
 DE8270.GEOID18 height accuracy estimate available here.
 DE8270
 DE8270.Click photographs - Photos may exist for this station.
 DE8270
 DE8270.The dynamic height is computed by dividing the NAVD 88
 DE8270.geopotential number by the normal gravity value computed on the
 DE8270.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE8270.degrees latitude (g = 980.6199 gals.).
 DE8270
 DE8270.The modeled gravity was interpolated from observed gravity values.
 DE8270
 DE8270;                    North         East    Units  Estimated Accuracy
 DE8270;SPC MN S     -   327,529.      853,000.      MT  (+/- 10 meters HH2 GPS)
 DE8270
 DE8270_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK7422888084(NAD 83)
 DE8270
 DE8270                          SUPERSEDED SURVEY CONTROL
 DE8270
 DE8270.No superseded survey control is available for this station.
 DE8270
 DE8270_MARKER: DD = SURVEY DISK
 DE8270_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DE8270_SP_SET: HIGH TENSION POWER POLE BASE
 DE8270_STAMPING: 2755 H 1998
 DE8270_MARK LOGO: MNDT
 DE8270_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DE8270_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DE8270_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DE8270+SATELLITE: SATELLITE OBSERVATIONS - July 03, 2008
 DE8270
 DE8270  HISTORY     - Date     Condition        Report By
 DE8270  HISTORY     - 1998     MONUMENTED       MNDT
 DE8270  HISTORY     - 20070801 GOOD             MNDT
 DE8270  HISTORY     - 20080703 GOOD             MNDT
 DE8270
 DE8270                          STATION DESCRIPTION
 DE8270
 DE8270'DESCRIBED BY MN DEPT OF TRANSP 1998 (DKH)
 DE8270'THE MARK IS IN BROOKLYN CENTER, IN A DRILL HOLE IN FOOTING OF HIGH
 DE8270'TENSION P-POLE (EAST OF TWO POLES), 0.45 MILES (0.72 KM) SW ALONG TH
 DE8270'100 FROM JCT OF TH 100 AND BROOKLYN BLVD, AT TH 100 MP 14.05, 78.4 FT
 DE8270'(23.9 M) WNW OF SOUTHBOUND TH 100, 51.0 FT (15.5 M) SW OF 50TH AVE,
 DE8270'40.9 FT (12.5 M) WSW OF P-POLE, 1.2 FT (0.4 M) SSE OF FACE OF P-POLE,
 DE8270'1 FT (0.3 M) NNW OF WITNESS POST.
 DE8270
 DE8270                          STATION RECOVERY (2007)
 DE8270
 DE8270'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (BLB)
 DE8270'THE MARK IS LOCATED ABOUT 6.3 MI (10.1 KM) WEST-SOUTHWEST OF NEW
 DE8270'BRIGHTON, 6.3 MI (10.1 KM) SOUTHEAST OF OSSEO AND 5.5 MI (8.8 KM)
 DE8270'NORTHWEST OF MINNEAPOLIS.
 DE8270'
 DE8270'TO REACH TO THE MARK IN BROOKLYN CENTER, IN FOOTING OF HIGH TENSION
 DE8270'POWER POLE (EAST OF TWO POLES), 0.45 MI (0.7 KM) SOUTHWEST ALONG TRUNK
 DE8270'HIGHWAY 100 FROM THE JUNCTION OF TRUNK HIGHWAY 100 AND BROOKLYN
 DE8270'BOULEVARD, AT TRUNK HIGHWAY 100 MILE POINT 14.05, 78.4 FT (23.9 M)
 DE8270'WEST-NORTHWEST OF SOUTHBOUND TRUNK HIGHWAY 100, 51.0 FT (15.5 M)
 DE8270'SOUTHWEST OF 50TH AVENUE NORTH, 40.9 FT (12.5 M) WEST SOUTHWEST OF
 DE8270'POWER POLE, 1.2 FT (0.4 M) SOUTH-SOUTHEAST OF FACE OF HIGH TENSION
 DE8270'POWER POLE, 1.0 FT (0.3 M) NORTH-NORTHWEST OF A WITNESS POST.
 DE8270
 DE8270                          STATION RECOVERY (2008)
 DE8270
 DE8270'RECOVERY NOTE BY MN DEPT OF TRANSP 2008 (PJG)
 DE8270'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DE8271 ***********************************************************************
 DE8271  DESIGNATION -  2755 J
 DE8271  PID         -  DE8271
 DE8271  STATE/COUNTY-  MN/HENNEPIN
 DE8271  COUNTRY     -  US
 DE8271  USGS QUAD   -  MINNEAPOLIS NORTH (2019)
 DE8271
 DE8271                         *CURRENT SURVEY CONTROL
 DE8271  ______________________________________________________________________
 DE8271* NAD 83(1986) POSITION- 45 03 19.65   (N) 093 18 51.17   (W)   HD_HELD1
 DE8271* NAVD 88 ORTHO HEIGHT -   258.037 (meters)      846.58  (feet) ADJUSTED
 DE8271  ______________________________________________________________________
 DE8271  GEOID HEIGHT    -        -27.181 (meters)                     GEOID18
 DE8271  DYNAMIC HEIGHT  -        258.034 (meters)      846.57  (feet) COMP
 DE8271  MODELED GRAVITY -    980,597.6   (mgal)                       NAVD 88
 DE8271
 DE8271  VERT ORDER      -  SECOND    CLASS I
 DE8271
 DE8271.The horizontal coordinates were determined by differentially corrected
 DE8271.hand held GPS observations or other comparable positioning techniques
 DE8271.and have an estimated accuracy of +/- 3 meters.
 DE8271
 DE8271.The orthometric height was determined by differential leveling and
 DE8271.adjusted by the NATIONAL GEODETIC SURVEY
 DE8271.in August 2004.
 DE8271
 DE8271.Significant digits in the geoid height do not necessarily reflect accuracy.
 DE8271.GEOID18 height accuracy estimate available here.
 DE8271
 DE8271.Click photographs - Photos may exist for this station.
 DE8271
 DE8271.The dynamic height is computed by dividing the NAVD 88
 DE8271.geopotential number by the normal gravity value computed on the
 DE8271.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE8271.degrees latitude (g = 980.6199 gals.).
 DE8271
 DE8271.The modeled gravity was interpolated from observed gravity values.
 DE8271
 DE8271;                    North         East    Units  Estimated Accuracy
 DE8271;SPC MN S     -   328,616.4     854,017.6     MT  (+/- 3 meters HH1 GPS) 
 DE8271
 DE8271_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK7525989159(NAD 83)
 DE8271
 DE8271                          SUPERSEDED SURVEY CONTROL
 DE8271
 DE8271.No superseded survey control is available for this station.
 DE8271
 DE8271_MARKER: DV = VERTICAL CONTROL DISK
 DE8271_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DE8271_SP_SET: BRIDGE ABUTMENT
 DE8271_STAMPING: 2755 J 1998
 DE8271_MARK LOGO: MNDT
 DE8271_MAGNETIC: N = NO MAGNETIC MATERIAL
 DE8271_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DE8271_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DE8271+SATELLITE: SATELLITE OBSERVATIONS - March 27, 2012
 DE8271
 DE8271  HISTORY     - Date     Condition        Report By
 DE8271  HISTORY     - 19910401 MONUMENTED       MNDT
 DE8271  HISTORY     - 19980609 GOOD             MNDT
 DE8271  HISTORY     - 20070801 GOOD             MNDT
 DE8271  HISTORY     - 20080703 GOOD             MNDT
 DE8271  HISTORY     - 20120327 GOOD             MNDT
 DE8271
 DE8271                          STATION DESCRIPTION
 DE8271
 DE8271'DESCRIBED BY MN DEPT OF TRANSP 1998 (WAS)
 DE8271'IN BROOKLYN CENTER, AT NE CORNER OF BRIDGE OVER SHINGLE CREEK, 1.35 MI
 DE8271'(2.17 KM) SW ALONG TH 100 FROM JCT OF TH 100 AND FAI 94, AT TH 100 MP
 DE8271'14.55, 25.0 FT (7.6 M) SE OF NORTHBOUND TH 100. NOTE--MARK SET IN
 DE8271'BRIDGE BUILT IN 1991 THEN STAMPED IN 1998.
 DE8271
 DE8271                          STATION RECOVERY (2007)
 DE8271
 DE8271'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (BLB)
 DE8271'THE MARK IS LOCATED ABOUT 6.2 MI (10.0 KM) SOUTHEAST OF OSSEO, 5.8 MI
 DE8271'(9.3 KM) NORTH-NORTHWEST OF MINNEAPOLIS AND 5.6 MI (9.0 KM) WEST OF
 DE8271'NEW BRIGHTON.
 DE8271'
 DE8271'TO REACH TO THE MARK IN BROOKLYN CENTER, AT NORTHEAST CORNER OF NORTH
 DE8271'BOUND LANE BRIDGE NUMBER 27040 OVER SHINGLE CREEK, 1.35 MI (2.2 KM)
 DE8271'SOUTHWEST ALONG TRUNK HIGHWAY 100 FROM THE JUNCTION OF TRUNK HIGHWAY
 DE8271'100 AND INTERSTATE HIGHWAY 94, AT TRUNK HIGHWAY 100 MILE POINT 14.55,
 DE8271'25.0 FT (7.6 M) SOUTHEAST OF NORTHBOUND TRUNK HIGHWAY 100.
 DE8271
 DE8271                          STATION RECOVERY (2008)
 DE8271
 DE8271'RECOVERY NOTE BY MN DEPT OF TRANSP 2008 (PJG)
 DE8271'RECOVERED AS DESCRIBED.
 DE8271
 DE8271                          STATION RECOVERY (2012)
 DE8271
 DE8271'RECOVERY NOTE BY MN DEPT OF TRANSP 2012 (JBG)
 DE8271'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DM6044 ***********************************************************************
 DM6044  DESIGNATION -  2755 L
 DM6044  PID         -  DM6044
 DM6044  STATE/COUNTY-  MN/HENNEPIN
 DM6044  COUNTRY     -  US
 DM6044  USGS QUAD   -  MINNEAPOLIS NORTH (2019)
 DM6044
 DM6044                         *CURRENT SURVEY CONTROL
 DM6044  ______________________________________________________________________
 DM6044* NAD 83(1986) POSITION- 45 03 43.58   (N) 093 18 08.08   (W)   HD_HELD1
 DM6044* NAVD 88 ORTHO HEIGHT -   258.143 (meters)      846.92  (feet) ADJUSTED
 DM6044  ______________________________________________________________________
 DM6044  GEOID HEIGHT    -        -27.201 (meters)                     GEOID18
 DM6044  DYNAMIC HEIGHT  -        258.141 (meters)      846.92  (feet) COMP
 DM6044  MODELED GRAVITY -    980,598.8   (mgal)                       NAVD 88
 DM6044
 DM6044  VERT ORDER      -  SECOND    CLASS I
 DM6044
 DM6044.The horizontal coordinates were determined by differentially corrected
 DM6044.hand held GPS observations or other comparable positioning techniques
 DM6044.and have an estimated accuracy of +/- 3 meters.
 DM6044
 DM6044.The orthometric height was determined by differential leveling and
 DM6044.adjusted by the NATIONAL GEODETIC SURVEY
 DM6044.in September 2013.
 DM6044
 DM6044.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM6044.GEOID18 height accuracy estimate available here.
 DM6044
 DM6044.Click photographs - Photos may exist for this station.
 DM6044
 DM6044.The dynamic height is computed by dividing the NAVD 88
 DM6044.geopotential number by the normal gravity value computed on the
 DM6044.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM6044.degrees latitude (g = 980.6199 gals.).
 DM6044
 DM6044.The modeled gravity was interpolated from observed gravity values.
 DM6044
 DM6044;                    North         East    Units  Estimated Accuracy
 DM6044;SPC MN S     -   329,363.0     854,954.0     MT  (+/- 3 meters HH1 GPS) 
 DM6044
 DM6044_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK7620489894(NAD 83)
 DM6044
 DM6044                          SUPERSEDED SURVEY CONTROL
 DM6044
 DM6044.No superseded survey control is available for this station.
 DM6044
 DM6044_MARKER: DV = VERTICAL CONTROL DISK
 DM6044_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DM6044_SP_SET: BRIDGE ABUTMENT
 DM6044_STAMPING: 2755 L 2008
 DM6044_MARK LOGO: MNDT
 DM6044_MAGNETIC: N = NO MAGNETIC MATERIAL
 DM6044_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DM6044_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DM6044+SATELLITE: SATELLITE OBSERVATIONS - March 27, 2012
 DM6044
 DM6044  HISTORY     - Date     Condition        Report By
 DM6044  HISTORY     - 2008     MONUMENTED       MNDT
 DM6044  HISTORY     - 20080710 GOOD             MNDT
 DM6044  HISTORY     - 20120327 GOOD             MNDT
 DM6044
 DM6044                          STATION DESCRIPTION
 DM6044
 DM6044'DESCRIBED BY MN DEPT OF TRANSP 2008 (MPP)
 DM6044'THE STATION IS LOCATED ABOUT 6.3 MI (10.1 KM) SOUTHEAST OF OSSEO, 6.0
 DM6044'MI (9.7 KM) NORTH-NORTHWEST OF MINNEAPOLIS AND 4.9 MI (7.9 KM) WEST OF
 DM6044'NEW BRIGHTON.
 DM6044'
 DM6044'THE MARK IS IN BROOKLYN CENTER, IN ABUTMENT IN NORTHEAST CORNER OF
 DM6044'TRUNK HIGHWAY 100 PEDESTRIAN BRIDGE OVER TRUNK HIGHWAY 100, 0.45 MI
 DM6044'(0.7 KM) SOUTHWEST ALONG TRUNK HIGHWAY 100 FROM THE JUNCTION OF TRUNK
 DM6044'HIGHWAY 100 AND INTERSTATE 694 IN BROOKLYN CENTER, AT TRUNK HIGHWAY
 DM6044'100 MILE POINT 15.25.
 DM6044'
 DM6044'IT IS 32.40 FT (9.9 M) NORTHEAST OF 59TH AVENUE NORTH, 4.50 FT (1.4 M)
 DM6044'NORTHEAST OF WALKWAY, 0.2 FT (0.1 M) SOUTHWEST OF CHAIN LINK FENCE.
 DM6044'
 DM6044'NOTE-DISK SET IN BRIDGE WHEN BUILT IN 1980 THEN STAMPED WHEN USED IN
 DM6044'2008.
 DM6044
 DM6044                          STATION RECOVERY (2012)
 DM6044
 DM6044'RECOVERY NOTE BY MN DEPT OF TRANSP 2012 (JBG)
 DM6044'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DM6039 ***********************************************************************
 DM6039  DESIGNATION -  2755 M
 DM6039  PID         -  DM6039
 DM6039  STATE/COUNTY-  MN/HENNEPIN
 DM6039  COUNTRY     -  US
 DM6039  USGS QUAD   -  MINNEAPOLIS NORTH (2019)
 DM6039
 DM6039                         *CURRENT SURVEY CONTROL
 DM6039  ______________________________________________________________________
 DM6039* NAD 83(1986) POSITION- 45 02 14.     (N) 093 20 25.     (W)   SCALED
 DM6039* NAVD 88 ORTHO HEIGHT -   263.543 (meters)      864.64  (feet) ADJUSTED
 DM6039  ______________________________________________________________________
 DM6039  GEOID HEIGHT    -        -27.128 (meters)                     GEOID18
 DM6039  DYNAMIC HEIGHT  -        263.540 (meters)      864.63  (feet) COMP
 DM6039  MODELED GRAVITY -    980,595.7   (mgal)                       NAVD 88
 DM6039
 DM6039  VERT ORDER      -  SECOND    CLASS I
 DM6039
 DM6039.The horizontal coordinates were scaled from a map and have
 DM6039.an estimated accuracy of +/- 6 seconds.
 DM6039
 DM6039.The orthometric height was determined by differential leveling and
 DM6039.adjusted by the NATIONAL GEODETIC SURVEY
 DM6039.in September 2013.
 DM6039
 DM6039.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM6039.GEOID18 height accuracy estimate available here.
 DM6039
 DM6039.Click photographs - Photos may exist for this station.
 DM6039
 DM6039.The dynamic height is computed by dividing the NAVD 88
 DM6039.geopotential number by the normal gravity value computed on the
 DM6039.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM6039.degrees latitude (g = 980.6199 gals.).
 DM6039
 DM6039.The modeled gravity was interpolated from observed gravity values.
 DM6039
 DM6039;                    North         East    Units  Estimated Accuracy
 DM6039;SPC MN S     -   326,570.      851,980.      MT  (+/- 180 meters Scaled)
 DM6039
 DM6039_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK731871(NAD 83)
 DM6039
 DM6039                          SUPERSEDED SURVEY CONTROL
 DM6039
 DM6039.No superseded survey control is available for this station.
 DM6039
 DM6039_MARKER: DD = SURVEY DISK
 DM6039_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DM6039_SP_SET: BRIDGE ABUTMENT
 DM6039_STAMPING: 2755 M 2008
 DM6039_MARK LOGO: MNDT
 DM6039_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DM6039_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DM6039_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DM6039+SATELLITE: SATELLITE OBSERVATIONS - 2001
 DM6039
 DM6039  HISTORY     - Date     Condition        Report By
 DM6039  HISTORY     - 2001     MONUMENTED       MNDT
 DM6039
 DM6039                          STATION DESCRIPTION
 DM6039
 DM6039'DESCRIBED BY MN DEPT OF TRANSP 2001
 DM6039'THE STATION IS LOCATED ABOUT 7.1 MI (11.4 KM) WEST-SOUTHWEST OF NEW
 DM6039'BRIGHTON, 6.4 MI (10.3 KM) SOUTH-SOUTHEAST OF OSSEO AND 5.5 MI (8.8
 DM6039'KM) NORTHWEST OF MINNEAPOLIS.
 DM6039'
 DM6039'THE MARK IS IN ROBBINSDALE, IN ABUTMENT IN SOUTHEAST CORNER OF TRUNK
 DM6039'HIGHWAY 100 BRIDGE NUMBER 27R06, 0.1 MI (0.2 KM) NORTHEAST ALONG TRUNK
 DM6039'HIGHWAY 100 FROM THE JUNCTION OF TRUNK HIGHWAY 100 AND COUNTY ROAD 81
 DM6039'IN ROBBINSDALE, AT TRUNK HIGHWAY 100 MILEPOST 12.60.
 DM6039'
 DM6039'IT IS 7.3 FT (2.2 M) SOUTHWEST OF LIGHT POLE NUMBER H5528, 34.6 FT
 DM6039'(10.5 M) SOUTHEAST OF TRUNK HIGHWAY 100 ON RAMP, 7.4 FT (2.3 M)
 DM6039'SOUTHEAST OF OLD ON RAMP, 2.40 FT (0.7 M) NORTHWEST OF BRIDGE RAILING.
 DM6039'NOTE-DISK SET IN BRIDGE WHEN BUILT IN 2001 THEN STAMPED WHEN USED IN
 DM6039'2008.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DM6040 ***********************************************************************
 DM6040  DESIGNATION -  2755 N
 DM6040  PID         -  DM6040
 DM6040  STATE/COUNTY-  MN/HENNEPIN
 DM6040  COUNTRY     -  US
 DM6040  USGS QUAD   -  MINNEAPOLIS NORTH (2019)
 DM6040
 DM6040                         *CURRENT SURVEY CONTROL
 DM6040  ______________________________________________________________________
 DM6040* NAD 83(1986) POSITION- 45 02 19.     (N) 093 20 20.     (W)   SCALED
 DM6040* NAVD 88 ORTHO HEIGHT -   264.242 (meters)      866.93  (feet) ADJUSTED
 DM6040  ______________________________________________________________________
 DM6040  GEOID HEIGHT    -        -27.132 (meters)                     GEOID18
 DM6040  DYNAMIC HEIGHT  -        264.239 (meters)      866.92  (feet) COMP
 DM6040  MODELED GRAVITY -    980,595.8   (mgal)                       NAVD 88
 DM6040
 DM6040  VERT ORDER      -  SECOND    CLASS I
 DM6040
 DM6040.The horizontal coordinates were scaled from a map and have
 DM6040.an estimated accuracy of +/- 6 seconds.
 DM6040
 DM6040.The orthometric height was determined by differential leveling and
 DM6040.adjusted by the NATIONAL GEODETIC SURVEY
 DM6040.in September 2013.
 DM6040
 DM6040.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM6040.GEOID18 height accuracy estimate available here.
 DM6040
 DM6040.Click photographs - Photos may exist for this station.
 DM6040
 DM6040.The dynamic height is computed by dividing the NAVD 88
 DM6040.geopotential number by the normal gravity value computed on the
 DM6040.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM6040.degrees latitude (g = 980.6199 gals.).
 DM6040
 DM6040.The modeled gravity was interpolated from observed gravity values.
 DM6040
 DM6040;                    North         East    Units  Estimated Accuracy
 DM6040;SPC MN S     -   326,730.      852,090.      MT  (+/- 180 meters Scaled)
 DM6040
 DM6040_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK733872(NAD 83)
 DM6040
 DM6040                          SUPERSEDED SURVEY CONTROL
 DM6040
 DM6040.No superseded survey control is available for this station.
 DM6040
 DM6040_MARKER: DD = SURVEY DISK
 DM6040_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DM6040_SP_SET: BRIDGE ABUTMENT
 DM6040_STAMPING: 2755 N 2008
 DM6040_MARK LOGO: MNDT
 DM6040_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DM6040_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DM6040_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DM6040+SATELLITE: SATELLITE OBSERVATIONS - July 10, 2008
 DM6040
 DM6040  HISTORY     - Date     Condition        Report By
 DM6040  HISTORY     - 2001     MONUMENTED       MNDT
 DM6040  HISTORY     - 20080710 GOOD             MNDT
 DM6040
 DM6040                          STATION DESCRIPTION
 DM6040
 DM6040'DESCRIBED BY MN DEPT OF TRANSP 2008 (MPP)
 DM6040'THE STATION IS LOCATED ABOUT 7.0 MI (11.3 KM) WEST-SOUTHWEST OF NEW
 DM6040'BRIGHTON, 6.4 MI (10.3 KM) SOUTH-SOUTHEAST OF OSSEO AND 5.5 MI (8.8
 DM6040'KM) NORTHWEST OF MINNEAPOLIS.
 DM6040'
 DM6040'THE MARK IS IN ROBBINSDALE, IN ABUTMENT IN SOUTHEAST CORNER OF
 DM6040'NORTHBOUND TRUNK HIGHWAY 100 BRIDGE OVER CREEK, 0.25 MI (0.4 KM)
 DM6040'NORTHEAST ALONG TRUNK HIGHWAY 100 FROM THE JUNCTION OF TRUNK HIGHWAY
 DM6040'100 AND COUNTY ROAD 81 IN ROBBINSDALE, AT TRUNK HIGHWAY 100 MILEPOST
 DM6040'12.80.
 DM6040'
 DM6040'IT IS 44.90 FT (13.7 M) SOUTHEAST OF NORTHBOUND TRUNK HIGHWAY 100,
 DM6040'5.20 FT (1.6 M) NORTHWEST OF BRIDGE RAIL, 0.1 FT (0.0 M) SOUTHEAST OF
 DM6040'WALKPATH.
 DM6040'
 DM6040'NOTE-DISK SET IN BRIDGE WHEN BUILT IN 2001 THEN STAMPED WHEN USED IN
 DM6040'2008.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DM6042 ***********************************************************************
 DM6042  DESIGNATION -  2755 P
 DM6042  PID         -  DM6042
 DM6042  STATE/COUNTY-  MN/HENNEPIN
 DM6042  COUNTRY     -  US
 DM6042  USGS QUAD   -  MINNEAPOLIS NORTH (2019)
 DM6042
 DM6042                         *CURRENT SURVEY CONTROL
 DM6042  ______________________________________________________________________
 DM6042* NAD 83(1986) POSITION- 45 02 32.     (N) 093 19 48.     (W)   SCALED
 DM6042* NAVD 88 ORTHO HEIGHT -   268.942 (meters)      882.35  (feet) ADJUSTED
 DM6042  ______________________________________________________________________
 DM6042  GEOID HEIGHT    -        -27.144 (meters)                     GEOID18
 DM6042  DYNAMIC HEIGHT  -        268.939 (meters)      882.34  (feet) COMP
 DM6042  MODELED GRAVITY -    980,596.1   (mgal)                       NAVD 88
 DM6042
 DM6042  VERT ORDER      -  SECOND    CLASS I
 DM6042
 DM6042.The horizontal coordinates were scaled from a map and have
 DM6042.an estimated accuracy of +/- 6 seconds.
 DM6042
 DM6042.The orthometric height was determined by differential leveling and
 DM6042.adjusted by the NATIONAL GEODETIC SURVEY
 DM6042.in September 2013.
 DM6042
 DM6042.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM6042.GEOID18 height accuracy estimate available here.
 DM6042
 DM6042.Click photographs - Photos may exist for this station.
 DM6042
 DM6042.The dynamic height is computed by dividing the NAVD 88
 DM6042.geopotential number by the normal gravity value computed on the
 DM6042.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM6042.degrees latitude (g = 980.6199 gals.).
 DM6042
 DM6042.The modeled gravity was interpolated from observed gravity values.
 DM6042
 DM6042;                    North         East    Units  Estimated Accuracy
 DM6042;SPC MN S     -   327,140.      852,790.      MT  (+/- 180 meters Scaled)
 DM6042
 DM6042_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK740876(NAD 83)
 DM6042
 DM6042                          SUPERSEDED SURVEY CONTROL
 DM6042
 DM6042.No superseded survey control is available for this station.
 DM6042
 DM6042_MARKER: DD = SURVEY DISK
 DM6042_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DM6042_SP_SET: BRIDGE ABUTMENT
 DM6042_STAMPING: 2755 P 2008
 DM6042_MARK LOGO: MNDT
 DM6042_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DM6042_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DM6042_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DM6042+SATELLITE: SATELLITE OBSERVATIONS - July 10, 2008
 DM6042
 DM6042  HISTORY     - Date     Condition        Report By
 DM6042  HISTORY     - 2001     MONUMENTED       MNDT
 DM6042  HISTORY     - 20080710 GOOD             MNDT
 DM6042
 DM6042                          STATION DESCRIPTION
 DM6042
 DM6042'DESCRIBED BY MN DEPT OF TRANSP 2008 (MPP)
 DM6042'THE STATION IS LOCATED ABOUT 6.5 MI (10.5 KM) WEST-SOUTHWEST OF NEW
 DM6042'BRIGHTON, 6.4 MI (10.3 KM) SOUTH-SOUTHEAST OF OSSEO AND 5.4 MI (8.7
 DM6042'KM) NORTHWEST OF MINNEAPOLIS.
 DM6042'
 DM6042'THE MARK IS IN ROBBINSDALE, IN ABUTMENT IN SOUTHEAST CORNER OF FRANCE
 DM6042'AVENUE BRIDGE NUMBER 27280 OVER TRUNK HIGHWAY 100, 0.75 MI (1.2 KM)
 DM6042'NORTHEAST ALONG TRUNK HIGHWAY 100 FROM THE JUNCTION OF TRUNK HIGHWAY
 DM6042'100 AND COUNTY ROAD 81 IN ROBBINSDALE, AT TRUNK HIGHWAY 100 MILEPOST
 DM6042'13.30.
 DM6042'
 DM6042'IT IS 15.70 FT (4.8 M) NORTHEAST OF WESTBOUND FRANCE AVENUE, 6.80 FT
 DM6042'(2.1 M) SOUTHWEST OF BRIDGE END.
 DM6042'
 DM6042'NOTE-DISK SET IN BRIDGE WHEN BUILT IN 2001 THEN STAMPED WHEN USED IN
 DM6042'2008.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DM6041 ***********************************************************************
 DM6041  DESIGNATION -  2755 Q
 DM6041  PID         -  DM6041
 DM6041  STATE/COUNTY-  MN/HENNEPIN
 DM6041  COUNTRY     -  US
 DM6041  USGS QUAD   -  MINNEAPOLIS NORTH (2019)
 DM6041
 DM6041                         *CURRENT SURVEY CONTROL
 DM6041  ______________________________________________________________________
 DM6041* NAD 83(1986) POSITION- 45 02 26.     (N) 093 19 58.     (W)   SCALED
 DM6041* NAVD 88 ORTHO HEIGHT -   262.254 (meters)      860.41  (feet) ADJUSTED
 DM6041  ______________________________________________________________________
 DM6041  GEOID HEIGHT    -        -27.139 (meters)                     GEOID18
 DM6041  DYNAMIC HEIGHT  -        262.251 (meters)      860.40  (feet) COMP
 DM6041  MODELED GRAVITY -    980,596.0   (mgal)                       NAVD 88
 DM6041
 DM6041  VERT ORDER      -  SECOND    CLASS I
 DM6041
 DM6041.The horizontal coordinates were scaled from a map and have
 DM6041.an estimated accuracy of +/- 6 seconds.
 DM6041
 DM6041.The orthometric height was determined by differential leveling and
 DM6041.adjusted by the NATIONAL GEODETIC SURVEY
 DM6041.in September 2013.
 DM6041
 DM6041.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM6041.GEOID18 height accuracy estimate available here.
 DM6041
 DM6041.Click photographs - Photos may exist for this station.
 DM6041
 DM6041.The dynamic height is computed by dividing the NAVD 88
 DM6041.geopotential number by the normal gravity value computed on the
 DM6041.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM6041.degrees latitude (g = 980.6199 gals.).
 DM6041
 DM6041.The modeled gravity was interpolated from observed gravity values.
 DM6041
 DM6041;                    North         East    Units  Estimated Accuracy
 DM6041;SPC MN S     -   326,950.      852,570.      MT  (+/- 180 meters Scaled)
 DM6041
 DM6041_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK737875(NAD 83)
 DM6041
 DM6041                          SUPERSEDED SURVEY CONTROL
 DM6041
 DM6041.No superseded survey control is available for this station.
 DM6041
 DM6041_MARKER: DD = SURVEY DISK
 DM6041_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DM6041_SP_SET: BRIDGE ABUTMENT
 DM6041_STAMPING: 2755 Q 2008
 DM6041_MARK LOGO: MNDT
 DM6041_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DM6041_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DM6041_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DM6041+SATELLITE: SATELLITE OBSERVATIONS - 2001
 DM6041
 DM6041  HISTORY     - Date     Condition        Report By
 DM6041  HISTORY     - 2001     MONUMENTED       MNDT
 DM6041
 DM6041                          STATION DESCRIPTION
 DM6041
 DM6041'DESCRIBED BY MN DEPT OF TRANSP 2001
 DM6041'THE STATION IS LOCATED ABOUT 6.6 MI (10.6 KM) WEST-SOUTHWEST OF NEW
 DM6041'BRIGHTON, 6.4 MI (10.3 KM) SOUTH-SOUTHEAST OF OSSEO AND 5.4 MI (8.7
 DM6041'KM) NORTHWEST OF MINNEAPOLIS.
 DM6041'
 DM6041'THE MARK IS IN ROBBINSDALE, IN ABUTMENT IN SOUTHEAST CORNER OF LILAC
 DM6041'DRIVE BRIDGE NUMBER 27A74 OVER SWAMP, 0.75 MI (1.2 KM) NORTHEAST ALONG
 DM6041'TRUNK HIGHWAY 100 FROM THE JUNCTION OF TRUNK HIGHWAY 100 AND COUNTY
 DM6041'ROAD 81 IN ROBBINSDALE, TO TRUNK HIGHWAY 100 MILEPOST 13.30, THEN 0.15
 DM6041'MI (0.2 KM) SOUTHWEST ON LILAC DRIVE.
 DM6041'
 DM6041'IT IS 12.20 FT (3.7 M) SOUTHEAST OF LILAC DRIVE, 13.10 FT (4.0 M)
 DM6041'NORTHEAST OF SOUTHEAST END OF BRIDGE, MARK IS IN BRIDGE ABUTMENT AT
 DM6041'THE DECK.
 DM6041'
 DM6041'NOTE-DISK SET IN BRIDGE WHEN BUILT IN 2001 THEN STAMPED WHEN USED IN
 DM6041'2008.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DM6043 ***********************************************************************
 DM6043  DESIGNATION -  2755 R
 DM6043  PID         -  DM6043
 DM6043  STATE/COUNTY-  MN/HENNEPIN
 DM6043  COUNTRY     -  US
 DM6043  USGS QUAD   -  MINNEAPOLIS NORTH (2019)
 DM6043
 DM6043                         *CURRENT SURVEY CONTROL
 DM6043  ______________________________________________________________________
 DM6043* NAD 83(1986) POSITION- 45 02 38.     (N) 093 19 40.     (W)   SCALED
 DM6043* NAVD 88 ORTHO HEIGHT -   266.551 (meters)      874.51  (feet) ADJUSTED
 DM6043  ______________________________________________________________________
 DM6043  GEOID HEIGHT    -        -27.149 (meters)                     GEOID18
 DM6043  DYNAMIC HEIGHT  -        266.547 (meters)      874.50  (feet) COMP
 DM6043  MODELED GRAVITY -    980,596.3   (mgal)                       NAVD 88
 DM6043
 DM6043  VERT ORDER      -  SECOND    CLASS I
 DM6043
 DM6043.The horizontal coordinates were scaled from a map and have
 DM6043.an estimated accuracy of +/- 6 seconds.
 DM6043
 DM6043.The orthometric height was determined by differential leveling and
 DM6043.adjusted by the NATIONAL GEODETIC SURVEY
 DM6043.in September 2013.
 DM6043
 DM6043.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM6043.GEOID18 height accuracy estimate available here.
 DM6043
 DM6043.Click photographs - Photos may exist for this station.
 DM6043
 DM6043.The dynamic height is computed by dividing the NAVD 88
 DM6043.geopotential number by the normal gravity value computed on the
 DM6043.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM6043.degrees latitude (g = 980.6199 gals.).
 DM6043
 DM6043.The modeled gravity was interpolated from observed gravity values.
 DM6043
 DM6043;                    North         East    Units  Estimated Accuracy
 DM6043;SPC MN S     -   327,320.      852,960.      MT  (+/- 180 meters Scaled)
 DM6043
 DM6043_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK741878(NAD 83)
 DM6043
 DM6043                          SUPERSEDED SURVEY CONTROL
 DM6043
 DM6043.No superseded survey control is available for this station.
 DM6043
 DM6043_MARKER: DD = SURVEY DISK
 DM6043_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DM6043_SP_SET: BRIDGE ABUTMENT
 DM6043_STAMPING: 2755 R 2008
 DM6043_MARK LOGO: MNDT
 DM6043_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DM6043_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DM6043_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DM6043+SATELLITE: SATELLITE OBSERVATIONS - 2008
 DM6043
 DM6043  HISTORY     - Date     Condition        Report By
 DM6043  HISTORY     - 2008     MONUMENTED       MNDT
 DM6043
 DM6043                          STATION DESCRIPTION
 DM6043
 DM6043'DESCRIBED BY MN DEPT OF TRANSP 2008
 DM6043'THE STATION IS LOCATED ABOUT 6.4 MI (10.3 KM) SOUTHEAST OF OSSEO, 6.4
 DM6043'MI (10.3 KM) WEST-SOUTHWEST OF NEW BRIGHTON AND 5.4 MI (8.7 KM)
 DM6043'NORTHWEST OF MINNEAPOLIS.
 DM6043'
 DM6043'THE MARK IS IN ROBBINSDALE, IN ABUTMENT IN SOUTHEAST CORNER OF
 DM6043'RAILROAD BRIDGE OVER TRUNK HIGHWAY 100, 0.95 MI (1.5 KM) NORTHEAST
 DM6043'ALONG TRUNK HIGHWAY 100 FROM THE JUNCTION OF TRUNK HIGHWAY 100 AND
 DM6043'COUNTY ROAD 81 IN ROBBINSDALE, AT TRUNK HIGHWAY 100 MILEPOST 13.45.
 DM6043'
 DM6043'IT IS 100 FT (30.5 M) SOUTHEAST OF NORTHBOUND TRUNK HIGHWAY 100, 36.8
 DM6043'FT (11.2 M) NORTHWEST OF EAST END OF RETAINING WALL, 7.0 FT (2.1 M)
 DM6043'SOUTHWEST OF SOUTH RAIL OF THREE RAILROAD TRACKS.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 AH4353 ***********************************************************************
 AH4353  DESIGNATION -  2758 BB
 AH4353  PID         -  AH4353
 AH4353  STATE/COUNTY-  MN/HENNEPIN
 AH4353  COUNTRY     -  US
 AH4353  USGS QUAD   -  SAINT PAUL SW (2019)
 AH4353
 AH4353                         *CURRENT SURVEY CONTROL
 AH4353  ______________________________________________________________________
 AH4353* NAD 83(1986) POSITION- 44 50 07.00   (N) 093 14 24.48   (W)   HD_HELD1
 AH4353* NAVD 88 ORTHO HEIGHT -   226.639 (meters)      743.56  (feet) ADJUSTED
 AH4353  ______________________________________________________________________
 AH4353  GEOID HEIGHT    -        -27.241 (meters)                     GEOID18
 AH4353  DYNAMIC HEIGHT  -        226.631 (meters)      743.54  (feet) COMP
 AH4353  MODELED GRAVITY -    980,576.4   (mgal)                       NAVD 88
 AH4353
 AH4353  VERT ORDER      -  SECOND    CLASS I
 AH4353
 AH4353.The horizontal coordinates were determined by differentially corrected
 AH4353.hand held GPS observations or other comparable positioning techniques
 AH4353.and have an estimated accuracy of +/- 3 meters.
 AH4353
 AH4353.The orthometric height was determined by differential leveling and
 AH4353.adjusted by the NATIONAL GEODETIC SURVEY
 AH4353.in June 2000.
 AH4353
 AH4353.Significant digits in the geoid height do not necessarily reflect accuracy.
 AH4353.GEOID18 height accuracy estimate available here.
 AH4353
 AH4353.Click photographs - Photos may exist for this station.
 AH4353
 AH4353.The dynamic height is computed by dividing the NAVD 88
 AH4353.geopotential number by the normal gravity value computed on the
 AH4353.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH4353.degrees latitude (g = 980.6199 gals.).
 AH4353
 AH4353.The modeled gravity was interpolated from observed gravity values.
 AH4353
 AH4353;                    North         East    Units  Estimated Accuracy
 AH4353;SPC MN S     -   304,201.4     860,080.0     MT  (+/- 3 meters HH1 GPS) 
 AH4353
 AH4353_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK8101964680(NAD 83)
 AH4353
 AH4353                          SUPERSEDED SURVEY CONTROL
 AH4353
 AH4353.No superseded survey control is available for this station.
 AH4353
 AH4353_MARKER: DV = VERTICAL CONTROL DISK
 AH4353_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AH4353_SP_SET: BRIDGE RAILING
 AH4353_STAMPING: 2758 BB 1980
 AH4353_MARK LOGO: MNDT
 AH4353_PROJECTION: FLUSH
 AH4353_MAGNETIC: N = NO MAGNETIC MATERIAL
 AH4353_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AH4353_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AH4353+SATELLITE: SATELLITE OBSERVATIONS - October 12, 2017
 AH4353
 AH4353  HISTORY     - Date     Condition        Report By
 AH4353  HISTORY     - 1980     MONUMENTED       MNDT
 AH4353  HISTORY     - 20070626 GOOD             MNDT
 AH4353  HISTORY     - 20171012 GOOD             MNDT
 AH4353
 AH4353                          STATION DESCRIPTION
 AH4353
 AH4353'DESCRIBED BY MN DEPT OF TRANSP 1980 (OCO)
 AH4353'THE MARK IS LOCATED IN THE CITY OF BLOOMINGTON, IN THE TRUNK HIGHWAY
 AH4353'77 BRIDGE OVER THE MINNESOTA RIVER (AT MILEPOINT 7.1), AND IN THE SW
 AH4353'1/4 OF SECTION 12, T27N, R24W.  THE MARK, A STANDARD MNDT VERTICAL
 AH4353'CONTROL MONUMENT DISK STAMPED---2758 BB 1980---, IS SET IN THE TOP OF
 AH4353'THE RAILING AT THE NORTHWEST CORNER OF BRIDGE NUMBER 9600.  THE MARK
 AH4353'IS 29.0 FEET WEST OF THE CENTERLINE OF SOUTHBOUND HIGHWAY 77, 10.0
 AH4353'FEET NORTH OF THE CENTER OF A LIGHT STANDARD (NUMBER T 2 H DR 5), AND
 AH4353'1.5 FEET NORTH OF THE NORTHWEST CORNER OF THE WEST BRIDGE RAILING.
 AH4353
 AH4353                          STATION RECOVERY (2007)
 AH4353
 AH4353'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (BLB)
 AH4353'THE MARK IS LOCATED ABOUT 10.1 MI (16.3 KM) SOUTH OF MINNEAPOLIS, 9.7
 AH4353'MI (15.6 KM) WEST OF INVER GROVE HEIGHTS AND 2.9 MI (4.7 KM) EAST OF
 AH4353'BLOOMINGTON.
 AH4353'
 AH4353'TO REACH TO THE MARK AT BLOOMINGTON, IN THE TOP OF RAILING AT
 AH4353'NORTHWEST CORNER OF TRUNK HIGHWAY 77 BRIDGE 9600 OVER MINNESOTA RIVER,
 AH4353'29 FT (8.8 M) WEST OF SOUTHBOUND TRUNK HIGHWAY 77, AT TRUNK HIGHWAY 77
 AH4353'MILE POINT 7.1, 10 FT (3.0 M) NORTH OF LIGHT STANDARD T 2 H DR 5, 1.5
 AH4353'FT (0.5 M) NORTH OF THE NORTHWEST CORNER OF WEST BRIDGE RAILING.
 AH4353
 AH4353                          STATION RECOVERY (2017)
 AH4353
 AH4353'RECOVERY NOTE BY MN DEPT OF TRANSP 2017 (MPP)
 AH4353'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 AH4354 ***********************************************************************
 AH4354  DESIGNATION -  2758 CC
 AH4354  PID         -  AH4354
 AH4354  STATE/COUNTY-  MN/HENNEPIN
 AH4354  COUNTRY     -  US
 AH4354  USGS QUAD   -  SAINT PAUL SW (2019)
 AH4354
 AH4354                         *CURRENT SURVEY CONTROL
 AH4354  ______________________________________________________________________
 AH4354* NAD 83(1986) POSITION- 44 50 28.7    (N) 093 14 39.0    (W)   HD_HELD2
 AH4354* NAVD 88 ORTHO HEIGHT -   250.497 (meters)      821.84  (feet) ADJUSTED
 AH4354  ______________________________________________________________________
 AH4354  GEOID HEIGHT    -        -27.224 (meters)                     GEOID18
 AH4354  DYNAMIC HEIGHT  -        250.489 (meters)      821.81  (feet) COMP
 AH4354  MODELED GRAVITY -    980,577.1   (mgal)                       NAVD 88
 AH4354
 AH4354  VERT ORDER      -  SECOND    CLASS I
 AH4354
 AH4354.The horizontal coordinates were established by autonomous hand held GPS
 AH4354.observations and have an estimated accuracy of +/- 10 meters.
 AH4354
 AH4354.The orthometric height was determined by differential leveling and
 AH4354.adjusted by the NATIONAL GEODETIC SURVEY
 AH4354.in June 2000.
 AH4354
 AH4354.Significant digits in the geoid height do not necessarily reflect accuracy.
 AH4354.GEOID18 height accuracy estimate available here.
 AH4354
 AH4354.Click photographs - Photos may exist for this station.
 AH4354
 AH4354.The dynamic height is computed by dividing the NAVD 88
 AH4354.geopotential number by the normal gravity value computed on the
 AH4354.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH4354.degrees latitude (g = 980.6199 gals.).
 AH4354
 AH4354.The modeled gravity was interpolated from observed gravity values.
 AH4354
 AH4354;                    North         East    Units  Estimated Accuracy
 AH4354;SPC MN S     -   304,868.      859,755.      MT  (+/- 10 meters HH2 GPS)
 AH4354
 AH4354_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK8070265350(NAD 83)
 AH4354
 AH4354                          SUPERSEDED SURVEY CONTROL
 AH4354
 AH4354.No superseded survey control is available for this station.
 AH4354
 AH4354_MARKER: DV = VERTICAL CONTROL DISK
 AH4354_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AH4354_SP_SET: BRIDGE RAILING
 AH4354_STAMPING: 2758 C 1980
 AH4354_MARK LOGO: MNDT
 AH4354_PROJECTION: FLUSH
 AH4354_MAGNETIC: N = NO MAGNETIC MATERIAL
 AH4354_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AH4354_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AH4354+SATELLITE: SATELLITE OBSERVATIONS - October 12, 2017
 AH4354
 AH4354  HISTORY     - Date     Condition        Report By
 AH4354  HISTORY     - 1980     MONUMENTED       MNDT
 AH4354  HISTORY     - 20070624 GOOD             MNDT
 AH4354  HISTORY     - 20171012 GOOD             MNDT
 AH4354
 AH4354                          STATION DESCRIPTION
 AH4354
 AH4354'DESCRIBED BY MN DEPT OF TRANSP 1980 (OCO)
 AH4354'THE MARK IS LOCATED IN THE CITY OF BLOOMINGTON, AT THE COUNTY ROAD 1
 AH4354'BRIDGE OVER TRUNK HIGHWAY 77, AND IN THE NW 1/4 OF SECTION 12, T27N,
 AH4354'R24W.  THE MARK, A STANDARD MNDT VERTICAL CONTROL MONUMENT DISK
 AH4354'STAMPED---2758 CC 1980---, IS SET IN THE TOP OF THE RAILING AT THE
 AH4354'NORTHEAST CORNER OF BRIDGE NUMBER 27062.  THE MARK IS 36.0 FEET
 AH4354'NORTHWEST OF THE CENTERLINE OF WESTBOUND COUNTY ROAD 1 (OLD SHAKOPEE
 AH4354'ROAD), AND 37.5 FEET SOUTHWEST OF THE NORTHEAST CORNER OF THE NORTH
 AH4354'BRIDGE RAILING.
 AH4354
 AH4354                          STATION RECOVERY (2007)
 AH4354
 AH4354'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (JJB)
 AH4354'THE MARK IS LOCATED ABOUT 9.9 MI (15.9 KM) WEST OF INVER GROVE
 AH4354'HEIGHTS, 9.6 MI (15.4 KM) SOUTH OF MINNEAPOLIS AND 2.6 MI (4.2 KM)
 AH4354'EAST OF BLOOMINGTON.
 AH4354'
 AH4354'TO REACH TO THE MARK AT BLOOMINGTON, IN THE TOP OF RAILING AT
 AH4354'NORTHEAST CORNER OF WESTBOUND COUNTY ROAD 1 (OLD SHAKOPEE RD) BRIDGE
 AH4354'27062 OVER TRUNK HIGHWAY 77, 37.5 FT (11.4 M) SOUTHWEST OF THE
 AH4354'NORTHEAST CORNER OF BRIDGE RAILING.
 AH4354
 AH4354                          STATION RECOVERY (2017)
 AH4354
 AH4354'RECOVERY NOTE BY MN DEPT OF TRANSP 2017 (MPP)
 AH4354'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 AE6988 ***********************************************************************
 AE6988  DESIGNATION -  2758 D
 AE6988  PID         -  AE6988
 AE6988  STATE/COUNTY-  MN/HENNEPIN
 AE6988  COUNTRY     -  US
 AE6988  USGS QUAD   -  SAINT PAUL WEST (2019)
 AE6988
 AE6988                         *CURRENT SURVEY CONTROL
 AE6988  ______________________________________________________________________
 AE6988* NAD 83(2011) POSITION- 44 53 00.32722(N) 093 14 47.47082(W)   ADJUSTED
 AE6988* NAD 83(2011) ELLIP HT-   231.597 (meters)        (01/24/14)   ADJUSTED
 AE6988* NAD 83(2011) EPOCH   -  2010.00
 AE6988* NAVD 88 ORTHO HEIGHT -   258.774 (meters)      848.99  (feet) ADJUSTED
 AE6988  ______________________________________________________________________
 AE6988  GEOID HEIGHT    -        -27.182 (meters)                     GEOID18
 AE6988  NAD 83(2011) X  -   -256,368.401 (meters)                     COMP
 AE6988  NAD 83(2011) Y  - -4,519,641.142 (meters)                     COMP
 AE6988  NAD 83(2011) Z  -  4,478,341.859 (meters)                     COMP
 AE6988  LAPLACE CORR    -         -4.56  (seconds)                    DEFLEC18
 AE6988  DYNAMIC HEIGHT  -        258.766 (meters)      848.97  (feet) COMP
 AE6988  MODELED GRAVITY -    980,578.2   (mgal)                       NAVD 88
 AE6988
 AE6988  VERT ORDER      -  SECOND    CLASS I
 AE6988
 AE6988  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AE6988  Standards:
 AE6988         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AE6988            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AE6988  -------------------------------------------------------------------
 AE6988  NETWORK    0.43   0.65           0.20   0.14   0.33      0.03368288
 AE6988  -------------------------------------------------------------------
 AE6988  Click here for local accuracies and other accuracy information.
 AE6988
 AE6988.The horizontal coordinates were established by GPS observations
 AE6988.and adjusted by the MN DEPT OF TRANSP in January 2014.
 AE6988
 AE6988.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AE6988.been affixed to the stable North American tectonic plate. See 
 AE6988.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AE6988
 AE6988.The horizontal coordinates are valid at the epoch date displayed above
 AE6988.which is a decimal equivalence of Year/Month/Day.
 AE6988
 AE6988.The orthometric height was determined by differential leveling and
 AE6988.adjusted by the NATIONAL GEODETIC SURVEY
 AE6988.in September 2013.
 AE6988
 AE6988.No vertical observational check was made to the station.
 AE6988
 AE6988.Significant digits in the geoid height do not necessarily reflect accuracy.
 AE6988.GEOID18 height accuracy estimate available here.
 AE6988
 AE6988.Click photographs - Photos may exist for this station.
 AE6988
 AE6988.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AE6988
 AE6988.The Laplace correction was computed from DEFLEC18 derived deflections.
 AE6988
 AE6988.The ellipsoidal height was determined by GPS observations
 AE6988.and is referenced to NAD 83.
 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. The following values were computed from the NAD 83(2011) position.
 AE6988
 AE6988;                    North         East     Units Scale Factor Converg.
 AE6988;SPC MN S     -   309,546.608   859,525.723   MT  0.99994423   +0 31 41.3
 AE6988;SPC MN S     - 1,015,570.83  2,819,960.64   sFT  0.99994423   +0 31 41.3
 AE6988;UTM  15      - 4,970,029.998   480,531.120   MT  0.99960466   -0 10 26.3
 AE6988
 AE6988!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AE6988!SPC MN S     -   0.99996369  x   0.99994423  =   0.99990792
 AE6988!UTM  15      -   0.99996369  x   0.99960466  =   0.99956836
 AE6988
 AE6988_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK8053170029(NAD 83)
 AE6988
 AE6988                          SUPERSEDED SURVEY CONTROL
 AE6988
 AE6988  NAVD 88 (04/06/98)  258.771  (m)          848.98   (f) SUPERSEDED  2 2
 AE6988
 AE6988.Superseded values are not recommended for survey control.
 AE6988
 AE6988.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE6988.See file dsdata.pdf to determine how the superseded data were derived.
 AE6988
 AE6988_MARKER: DB = BENCH MARK DISK
 AE6988_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AE6988_SP_SET: BRIDGE WALKWAY
 AE6988_STAMPING: 2758 D 1979
 AE6988_MARK LOGO: MNHD
 AE6988_MAGNETIC: N = NO MAGNETIC MATERIAL
 AE6988_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AE6988_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE6988+SATELLITE: SATELLITE OBSERVATIONS - March 08, 2018
 AE6988
 AE6988  HISTORY     - Date     Condition        Report By
 AE6988  HISTORY     - 19790401 MONUMENTED       MNHD
 AE6988  HISTORY     - 20000326 GOOD             USPSQD
 AE6988  HISTORY     - 20070626 GOOD             MNDT
 AE6988  HISTORY     - 20091028 GOOD             MNDT
 AE6988  HISTORY     - 20111228 GOOD             MNDT
 AE6988  HISTORY     - 20150408 GOOD             MNDT
 AE6988  HISTORY     - 20171012 GOOD             MNDT
 AE6988  HISTORY     - 20180308 GOOD             MNDT
 AE6988
 AE6988                          STATION DESCRIPTION
 AE6988
 AE6988'DESCRIBED BY MN HIGHWAY DEPT 1979 (EGS)
 AE6988'THE MARK IS LOCATED IN THE CITY OF RICHFIELD, AT THE JUNCTION OF EAST
 AE6988'66 STREET AND TRUNK HIGHWAY 77, ABOUT 1.55 MILES NORTH ALONG HIGHWAY
 AE6988'77 FROM ITS JUNCTION WITH INTERSTATE 494, ABOUT 0.8 MILE SOUTH ALONG
 AE6988'HIGHWAY 77 FROM ITS JUNCTION WITH COUNTY ROAD 62 (CROSSTOWN FREEWAY)
 AE6988'AND IN THE SW 1/4 OF SECTION 25, T28N, R24W.  THE MARK, A STANDARD
 AE6988'MNDT BENCH MARK DISK STAMPED---2758 D 1979---, SET IN THE SOUTHEAST
 AE6988'CORNER OF THE SOUTH SIDEWALK OF BRIDGE NUMBER 9195, EAST 66TH STREET
 AE6988'OVER HIGHWAY 77 (CEDAR AVENUE) AT MILEPOINT 6.26.
 AE6988
 AE6988                          STATION RECOVERY (2000)
 AE6988
 AE6988'RECOVERY NOTE BY US POWER SQUADRON 2000
 AE6988'RECOVERED IN GOOD CONDITION.
 AE6988
 AE6988                          STATION RECOVERY (2007)
 AE6988
 AE6988'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (BLB)
 AE6988'THE MARK IS LOCATED ABOUT 8.6 MI (13.8 KM) WEST-SOUTHWEST OF SAINT
 AE6988'PAUL, 6.7 MI (10.8 KM) SOUTH OF MINNEAPOLIS AND 3.9 MI (6.3 KM)
 AE6988'NORTHEAST OF BLOOMINGTON.
 AE6988'
 AE6988'TO REACH TO THE MARK IN RICHFIELD, 0.8 MI (1.3 KM) SOUTH OF THE
 AE6988'JUNCTION OF COUNTY ROAD 62 (X-TOWN HWY) AND TRUNK HIGHWAY 77, IN
 AE6988'SOUTHEAST CORNER OF SOUTH SIDEWALK ON EAST 66TH ST BRIDGE 9195 OVER
 AE6988'TRUNK HIGHWAY 77 (CEDAR AVE), AT TRUNK HIGHWAY 77 MILE POINT 6.25.
 AE6988
 AE6988                          STATION RECOVERY (2009)
 AE6988
 AE6988'RECOVERY NOTE BY MN DEPT OF TRANSP 2009 (VWC)
 AE6988'RECOVERED AS DESCRIBED.
 AE6988
 AE6988                          STATION RECOVERY (2011)
 AE6988
 AE6988'RECOVERY NOTE BY MN DEPT OF TRANSP 2011 (DAS)
 AE6988'IN RICHFIELD, 0.8 MILE SOUTH OF JUNCTION OF COUNTY ROAD 62 (CROSSTOWN
 AE6988'HIGHWAY) AND TRUNK HIGHWAY 77, IN SOUTHEAST CORNER OF SOUTH SIDEWALK
 AE6988'ON EAST 66TH ST BRIDGE NUMBER 9195 OVER TRUNK HIGHWAY 77 (CEDAR
 AE6988'AVENUE), AT TRUNK HIGHWAY 77 MILEPOINT 6.25.
 AE6988
 AE6988                          STATION RECOVERY (2015)
 AE6988
 AE6988'RECOVERY NOTE BY MN DEPT OF TRANSP 2015 (MAS)
 AE6988'IN RICHFIELD, IN BRIDGE WALKWAY IN SOUTHEAST CORNER OF 66TH STREET
 AE6988'BRIDGE NUMBER 9195 OVER TRUNK HIGHWAY 77 (CEDAR AVENUE), 0.8 MI (1.3
 AE6988'KM) SOUTH ALONG TRUNK HIGHWAY 77  FROM THE JUNCTION OF TRUNK HIGHWAY
 AE6988'77 AND COUNTY ROAD 62 (CROSSTOWN HIGHWAY), AT TRUNK HIGHWAY 77 MILE
 AE6988'POINT 6.25, 18.5 FT (5.6 M) SOUTH OF EASTBOUND EAST 66TH STREET.
 AE6988
 AE6988                          STATION RECOVERY (2017)
 AE6988
 AE6988'RECOVERY NOTE BY MN DEPT OF TRANSP 2017 (MPP)
 AE6988'RECOVERED AS DESCRIBED.
 AE6988
 AE6988                          STATION RECOVERY (2018)
 AE6988
 AE6988'RECOVERY NOTE BY MN DEPT OF TRANSP 2018 (BXG)
 AE6988'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 AH4355 ***********************************************************************
 AH4355  DESIGNATION -  2758 DD
 AH4355  PID         -  AH4355
 AH4355  STATE/COUNTY-  MN/HENNEPIN
 AH4355  COUNTRY     -  US
 AH4355  USGS QUAD   -  SAINT PAUL SW (2019)
 AH4355
 AH4355                         *CURRENT SURVEY CONTROL
 AH4355  ______________________________________________________________________
 AH4355* NAD 83(1986) POSITION- 44 50 38.8    (N) 093 14 50.2    (W)   HD_HELD2
 AH4355* NAVD 88 ORTHO HEIGHT -   251.864 (meters)      826.32  (feet) ADJUSTED
 AH4355  ______________________________________________________________________
 AH4355  GEOID HEIGHT    -        -27.213 (meters)                     GEOID18
 AH4355  DYNAMIC HEIGHT  -        251.856 (meters)      826.30  (feet) COMP
 AH4355  MODELED GRAVITY -    980,577.6   (mgal)                       NAVD 88
 AH4355
 AH4355  VERT ORDER      -  SECOND    CLASS I
 AH4355
 AH4355.The horizontal coordinates were established by autonomous hand held GPS
 AH4355.observations and have an estimated accuracy of +/- 10 meters.
 AH4355
 AH4355.The orthometric height was determined by differential leveling and
 AH4355.adjusted by the NATIONAL GEODETIC SURVEY
 AH4355.in June 2000.
 AH4355
 AH4355.Significant digits in the geoid height do not necessarily reflect accuracy.
 AH4355.GEOID18 height accuracy estimate available here.
 AH4355
 AH4355.Click photographs - Photos may exist for this station.
 AH4355
 AH4355.The dynamic height is computed by dividing the NAVD 88
 AH4355.geopotential number by the normal gravity value computed on the
 AH4355.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH4355.degrees latitude (g = 980.6199 gals.).
 AH4355
 AH4355.The modeled gravity was interpolated from observed gravity values.
 AH4355
 AH4355;                    North         East    Units  Estimated Accuracy
 AH4355;SPC MN S     -   305,178.      859,506.      MT  (+/- 10 meters HH2 GPS)
 AH4355
 AH4355_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK8045765663(NAD 83)
 AH4355
 AH4355                          SUPERSEDED SURVEY CONTROL
 AH4355
 AH4355.No superseded survey control is available for this station.
 AH4355
 AH4355_MARKER: DV = VERTICAL CONTROL DISK
 AH4355_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AH4355_SP_SET: BRIDGE WALKWAY
 AH4355_STAMPING: 2758 DD 1980
 AH4355_MARK LOGO: MNDT
 AH4355_PROJECTION: FLUSH
 AH4355_MAGNETIC: N = NO MAGNETIC MATERIAL
 AH4355_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AH4355_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AH4355+SATELLITE: SATELLITE OBSERVATIONS - October 12, 2017
 AH4355
 AH4355  HISTORY     - Date     Condition        Report By
 AH4355  HISTORY     - 1980     MONUMENTED       MNDT
 AH4355  HISTORY     - 20040624 GOOD             MNDT
 AH4355  HISTORY     - 20070624 GOOD             MNDT
 AH4355  HISTORY     - 20171012 GOOD             MNDT
 AH4355
 AH4355                          STATION DESCRIPTION
 AH4355
 AH4355'DESCRIBED BY MN DEPT OF TRANSP 1980 (OCO)
 AH4355'THE MARK IS LOCATED IN THE CITY OF BLOOMINGTON, AT THE A WALKWAY
 AH4355'BRIDGE OVER TRUNK HIGHWAY 77 0.25 MILE NORTH OF COUNTY ROAD 1 (OLD
 AH4355'SHAKOPEE ROAD), AND IN THE NW 1/4 OF SECTION 12, T27N, R24W.  THE
 AH4355'MARK, A STANDARD MNDT VERTICAL CONTROL MONUMENT DISK STAMPED---2758 DD
 AH4355'1980---, IS SET IN THE WEST ABUTMENT OF OF THE WALK BRIDGE (NUMBER
 AH4355'27028).  THE MARK IS 4.0 FEET NORTH OF THE CENTER OF THE SIDEWALK, AND
 AH4355'0.9 FOOT SOUTH-SOUTHEAST OF A STEEL FENCE CORNER POST.
 AH4355
 AH4355                          STATION RECOVERY (2004)
 AH4355
 AH4355'RECOVERY NOTE BY MN DEPT OF TRANSP 2004 (GF)
 AH4355'AT BLOOMINGTON, IN SIDEWALK AT NORTHWEST END OF PEDESTRIAN BRIDGE
 AH4355'NUMBER 27028 OVER TRUNK HIGHWAY 77, 0.25 MILES NORTH OF COUNTY ROAD 1
 AH4355'(OLD SHAKOPEE RD), 0.9 FEET SOUTH-SOUTHEAST OF STEEL FENCE COR
 AH4355
 AH4355                          STATION RECOVERY (2007)
 AH4355
 AH4355'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (JJB)
 AH4355'THE MARK IS LOCATED ABOUT 10.1 MI (16.3 KM) WEST OF INVER GROVE
 AH4355'HEIGHTS, 9.4 MI (15.1 KM) SOUTH OF MINNEAPOLIS AND 2.5 MI (4.0 KM)
 AH4355'EAST OF BLOOMINGTON.
 AH4355'
 AH4355'TO REACH TO THE MARK AT BLOOMINGTON, IN SIDEWALK AT NORTHWEST END OF
 AH4355'PEDESTRIAN BRIDGE NUMBER 27028 OVER TRUNK HIGHWAY 77, 0.25 MI (0.4 KM)
 AH4355'NORTH OF COUNTY ROAD 1 (OLD SHAKOPEE RD), 0.9 FT (0.3 M)
 AH4355'SOUTH-SOUTHEAST OF STEEL FENCE CORNER.
 AH4355
 AH4355                          STATION RECOVERY (2017)
 AH4355
 AH4355'RECOVERY NOTE BY MN DEPT OF TRANSP 2017 (MPP)
 AH4355'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 AH4356 ***********************************************************************
 AH4356  DESIGNATION -  2758 EE
 AH4356  PID         -  AH4356
 AH4356  STATE/COUNTY-  MN/HENNEPIN
 AH4356  COUNTRY     -  US
 AH4356  USGS QUAD   -  SAINT PAUL SW (2019)
 AH4356
 AH4356                         *CURRENT SURVEY CONTROL
 AH4356  ______________________________________________________________________
 AH4356* NAD 83(1986) POSITION- 44 50 52.20   (N) 093 14 49.53   (W)   HD_HELD1
 AH4356* NAVD 88 ORTHO HEIGHT -   252.983 (meters)      830.00  (feet) ADJUSTED
 AH4356  ______________________________________________________________________
 AH4356  GEOID HEIGHT    -        -27.210 (meters)                     GEOID18
 AH4356  DYNAMIC HEIGHT  -        252.975 (meters)      829.97  (feet) COMP
 AH4356  MODELED GRAVITY -    980,577.8   (mgal)                       NAVD 88
 AH4356
 AH4356  VERT ORDER      -  SECOND    CLASS I
 AH4356
 AH4356.The horizontal coordinates were determined by differentially corrected
 AH4356.hand held GPS observations or other comparable positioning techniques
 AH4356.and have an estimated accuracy of +/- 3 meters.
 AH4356
 AH4356.The orthometric height was determined by differential leveling and
 AH4356.adjusted by the NATIONAL GEODETIC SURVEY
 AH4356.in June 2000.
 AH4356
 AH4356.Significant digits in the geoid height do not necessarily reflect accuracy.
 AH4356.GEOID18 height accuracy estimate available here.
 AH4356
 AH4356.Click photographs - Photos may exist for this station.
 AH4356
 AH4356.The dynamic height is computed by dividing the NAVD 88
 AH4356.geopotential number by the normal gravity value computed on the
 AH4356.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH4356.degrees latitude (g = 980.6199 gals.).
 AH4356
 AH4356.The modeled gravity was interpolated from observed gravity values.
 AH4356
 AH4356;                    North         East    Units  Estimated Accuracy
 AH4356;SPC MN S     -   305,591.4     859,517.0     MT  (+/- 3 meters HH1 GPS) 
 AH4356
 AH4356_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK8047366076(NAD 83)
 AH4356
 AH4356                          SUPERSEDED SURVEY CONTROL
 AH4356
 AH4356.No superseded survey control is available for this station.
 AH4356
 AH4356_MARKER: DV = VERTICAL CONTROL DISK
 AH4356_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AH4356_SP_SET: BRIDGE RAILING
 AH4356_STAMPING: 2758 EE 1980
 AH4356_MARK LOGO: MNHD
 AH4356_PROJECTION: FLUSH
 AH4356_MAGNETIC: N = NO MAGNETIC MATERIAL
 AH4356_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AH4356_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AH4356+SATELLITE: SATELLITE OBSERVATIONS - October 12, 2017
 AH4356
 AH4356  HISTORY     - Date     Condition        Report By
 AH4356  HISTORY     - 1980     MONUMENTED       MNDT
 AH4356  HISTORY     - 20070628 GOOD             MNDT
 AH4356  HISTORY     - 20171012 GOOD             MNDT
 AH4356
 AH4356                          STATION DESCRIPTION
 AH4356
 AH4356'DESCRIBED BY MN DEPT OF TRANSP 1980 (OCO)
 AH4356'THE MARK IS LOCATED IN THE CITY OF BLOOMINGTON, AT THE 86TH STREET
 AH4356'BRIDGE OVER TRUNK HIGHWAY 77, AND IN THE NW 1/4 OF SECTION 12, T27N,
 AH4356'R24W.  THE MARK, A STANDARD MNDT VERTICAL CONTROL MONUMENT DISK
 AH4356'STAMPED---2758 EE 1980---, IS SET IN THE TOP OF THE BRIDGE RAILING AT
 AH4356'THE SOUTHEAST CORNER OF THE BRIDGE (NUMBER 27060).  THE MARK IS 43.0
 AH4356'FEET SOUTH OF THE CENTERLINE OF 86TH STREET AND 33.4 FEET WEST OF THE
 AH4356'SOUTHEAST CORNER OF THE RAILING.
 AH4356
 AH4356                          STATION RECOVERY (2007)
 AH4356
 AH4356'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (BLB)
 AH4356'THE MARK IS LOCATED ABOUT 10.0 MI (16.1 KM) WEST OF INVER GROVE
 AH4356'HEIGHTS, 9.2 MI (14.8 KM) SOUTH OF MINNEAPOLIS AND 2.6 MI (4.2 KM)
 AH4356'EAST OF BLOOMINGTON.
 AH4356'
 AH4356'TO REACH TO THE MARK AT BLOOMINGTON, IN THE TOP OF BRIDGE RAILING AT
 AH4356'SOUTHEAST CORNER OF 86TH ST BRIDGE 27060 OVER TRUNK HIGHWAY 77, 43.0
 AH4356'FT (13.1 M) SOUTH OF 86TH ST, 33.4 FT (10.2 M) WEST OF THE SOUTHEAST
 AH4356'CORNER OF RAILING.
 AH4356
 AH4356                          STATION RECOVERY (2017)
 AH4356
 AH4356'RECOVERY NOTE BY MN DEPT OF TRANSP 2017 (MPP)
 AH4356'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DO1627 ***********************************************************************
 DO1627  DESIGNATION -  2758 F
 DO1627  PID         -  DO1627
 DO1627  STATE/COUNTY-  MN/HENNEPIN
 DO1627  COUNTRY     -  US
 DO1627  USGS QUAD   -  SAINT PAUL SW (2019)
 DO1627
 DO1627                         *CURRENT SURVEY CONTROL
 DO1627  ______________________________________________________________________
 DO1627* NAD 83(1986) POSITION- 44 51 49.0    (N) 093 14 50.0    (W)   HD_HELD2
 DO1627* NAVD 88 ORTHO HEIGHT -   255.176 (meters)      837.19  (feet) ADJUSTED
 DO1627  ______________________________________________________________________
 DO1627  GEOID HEIGHT    -        -27.194 (meters)                     GEOID18
 DO1627  DYNAMIC HEIGHT  -        255.168 (meters)      837.16  (feet) COMP
 DO1627  MODELED GRAVITY -    980,578.1   (mgal)                       NAVD 88
 DO1627
 DO1627  VERT ORDER      -  SECOND    CLASS I
 DO1627
 DO1627.The horizontal coordinates were established by autonomous hand held GPS
 DO1627.observations and have an estimated accuracy of +/- 10 meters.
 DO1627
 DO1627.The orthometric height was determined by differential leveling and
 DO1627.adjusted by the NATIONAL GEODETIC SURVEY
 DO1627.in September 2013.
 DO1627
 DO1627.No vertical observational check was made to the station.
 DO1627
 DO1627.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO1627.GEOID18 height accuracy estimate available here.
 DO1627
 DO1627.Click photographs - Photos may exist for this station.
 DO1627
 DO1627.The dynamic height is computed by dividing the NAVD 88
 DO1627.geopotential number by the normal gravity value computed on the
 DO1627.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO1627.degrees latitude (g = 980.6199 gals.).
 DO1627
 DO1627.The modeled gravity was interpolated from observed gravity values.
 DO1627
 DO1627;                    North         East    Units  Estimated Accuracy
 DO1627;SPC MN S     -   307,344.      859,490.      MT  (+/- 10 meters HH2 GPS)
 DO1627
 DO1627_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK8046867829(NAD 83)
 DO1627
 DO1627                          SUPERSEDED SURVEY CONTROL
 DO1627
 DO1627.No superseded survey control is available for this station.
 DO1627
 DO1627_MARKER: DV = VERTICAL CONTROL DISK
 DO1627_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DO1627_SP_SET: BRIDGE RAILING
 DO1627_STAMPING: 2758 F 1988
 DO1627_MARK LOGO: MNDT
 DO1627_MAGNETIC: N = NO MAGNETIC MATERIAL
 DO1627_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DO1627_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DO1627+SATELLITE: SATELLITE OBSERVATIONS - October 25, 2011
 DO1627
 DO1627  HISTORY     - Date     Condition        Report By
 DO1627  HISTORY     - 19880401 MONUMENTED       MNDT
 DO1627  HISTORY     - 20100329 GOOD             MNDT
 DO1627  HISTORY     - 20111025 GOOD             MNDT
 DO1627
 DO1627                          STATION DESCRIPTION
 DO1627
 DO1627'DESCRIBED BY MN DEPT OF TRANSP 2010 (KMS)
 DO1627'THE MARK IS IN SOUTHEAST PART OF RICHFIELD.
 DO1627'
 DO1627'TO REACH THE MARK IN BRIDGE RAIL IN SOUTHEAST CORNER OF TRUNK HIGHWAY
 DO1627'77 BRIDGE NUMBER 27070 OVER RAMP TO 494 WESTBOUND GO 0.15 MI (0.2 KM)
 DO1627'NORTH ALONG TRUNK HIGHWAY 77 FROM THE JUNCTION OF TRUNK HIGHWAY 77 AND
 DO1627'INTERSTATE 494 AND TRUNK HIGHWAY 5.
 DO1627'
 DO1627'IT IS 23.1 FT (7.0 M) EAST OF TRUNK HIGHWAY 77.
 DO1627
 DO1627                          STATION RECOVERY (2011)
 DO1627
 DO1627'RECOVERY NOTE BY MN DEPT OF TRANSP 2011 (DAS)
 DO1627'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DQ8772 ***********************************************************************
 DQ8772  DESIGNATION -  2758 G
 DQ8772  PID         -  DQ8772
 DQ8772  STATE/COUNTY-  MN/HENNEPIN
 DQ8772  COUNTRY     -  US
 DQ8772  USGS QUAD   -  SAINT PAUL SW (2019)
 DQ8772
 DQ8772                         *CURRENT SURVEY CONTROL
 DQ8772  ______________________________________________________________________
 DQ8772* NAD 83(2011) POSITION- 44 50 56.64102(N) 093 14 48.98530(W)   ADJUSTED
 DQ8772* NAD 83(2011) ELLIP HT-   219.722 (meters)        (03/11/19)   ADJUSTED
 DQ8772* NAD 83(2011) EPOCH   -  2010.00
 DQ8772* NAVD 88 ORTHO HEIGHT -   246.917 (meters)      810.09  (feet) ADJUSTED
 DQ8772  ______________________________________________________________________
 DQ8772  GEOID HEIGHT    -        -27.209 (meters)                     GEOID18
 DQ8772  NAD 83(2011) X  -   -256,553.673 (meters)                     COMP
 DQ8772  NAD 83(2011) Y  - -4,522,320.119 (meters)                     COMP
 DQ8772  NAD 83(2011) Z  -  4,475,627.289 (meters)                     COMP
 DQ8772  LAPLACE CORR    -         -5.42  (seconds)                    DEFLEC18
 DQ8772  DYNAMIC HEIGHT  -        246.909 (meters)      810.07  (feet) COMP
 DQ8772  MODELED GRAVITY -    980,577.7   (mgal)                       NAVD 88
 DQ8772
 DQ8772  VERT ORDER      -  SECOND    CLASS I
 DQ8772
 DQ8772  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DQ8772  Standards:
 DQ8772         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DQ8772            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DQ8772  -------------------------------------------------------------------
 DQ8772  NETWORK    0.64   0.92           0.30   0.21   0.47      0.08701811
 DQ8772  -------------------------------------------------------------------
 DQ8772  Click here for local accuracies and other accuracy information.
 DQ8772
 DQ8772.The horizontal coordinates were established by GPS observations
 DQ8772.and adjusted by the MN DEPT OF TRANSP in March 2019.
 DQ8772
 DQ8772.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DQ8772.been affixed to the stable North American tectonic plate. See 
 DQ8772.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DQ8772
 DQ8772.The horizontal coordinates are valid at the epoch date displayed above
 DQ8772.which is a decimal equivalence of Year/Month/Day.
 DQ8772
 DQ8772.The orthometric height was determined by differential leveling and
 DQ8772.adjusted by the NATIONAL GEODETIC SURVEY
 DQ8772.in August 2020.
 DQ8772
 DQ8772.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ8772.GEOID18 height accuracy estimate available here.
 DQ8772
 DQ8772.Click photographs - Photos may exist for this station.
 DQ8772
 DQ8772.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DQ8772
 DQ8772.The Laplace correction was computed from DEFLEC18 derived deflections.
 DQ8772
 DQ8772.The ellipsoidal height was determined by GPS observations
 DQ8772.and is referenced to NAD 83.
 DQ8772
 DQ8772.The dynamic height is computed by dividing the NAVD 88
 DQ8772.geopotential number by the normal gravity value computed on the
 DQ8772.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ8772.degrees latitude (g = 980.6199 gals.).
 DQ8772
 DQ8772.The modeled gravity was interpolated from observed gravity values.
 DQ8772
 DQ8772. The following values were computed from the NAD 83(2011) position.
 DQ8772
 DQ8772;                    North         East     Units Scale Factor Converg.
 DQ8772;SPC MN S     -   305,728.588   859,527.661   MT  0.99994041   +0 31 40.2
 DQ8772;SPC MN S     - 1,003,044.54  2,819,967.00   sFT  0.99994041   +0 31 40.2
 DQ8772;UTM  15      - 4,966,213.530   480,486.292   MT  0.99960468   -0 10 27.0
 DQ8772
 DQ8772!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DQ8772!SPC MN S     -   0.99996555  x   0.99994041  =   0.99990596
 DQ8772!UTM  15      -   0.99996555  x   0.99960468  =   0.99957024
 DQ8772
 DQ8772_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK8048666213(NAD 83)
 DQ8772
 DQ8772                          SUPERSEDED SURVEY CONTROL
 DQ8772
 DQ8772  NAVD 88 (03/11/19)  246.93   (m)  GEOID12B model used  GPS OBS        
 DQ8772
 DQ8772.Superseded values are not recommended for survey control.
 DQ8772
 DQ8772.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DQ8772.See file dsdata.pdf to determine how the superseded data were derived.
 DQ8772
 DQ8772_MARKER: F = FLANGE-ENCASED ROD
 DQ8772_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DQ8772_STAMPING: 2758 G 2017
 DQ8772_MARK LOGO: MNDT
 DQ8772_PROJECTION: RECESSED 8 CENTIMETERS
 DQ8772_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DQ8772_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ8772_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ8772+SATELLITE: SATELLITE OBSERVATIONS - March 07, 2018
 DQ8772_ROD/PIPE-DEPTH: 19.2 meters
 DQ8772
 DQ8772  HISTORY     - Date     Condition        Report By
 DQ8772  HISTORY     - 20171030 MONUMENTED       MNDT
 DQ8772  HISTORY     - 20180307 GOOD             MNDT
 DQ8772
 DQ8772                          STATION DESCRIPTION
 DQ8772
 DQ8772'DESCRIBED BY MN DEPT OF TRANSP 2017
 DQ8772'THE STATION IS LOCATED ABOUT 10.0 MI (16.1 KM) SOUTHWEST OF SAINT
 DQ8772'PAUL, 9.1 MI (14.6 KM) SOUTH OF MINNEAPOLIS AND 2.6 MI (4.2 KM)
 DQ8772'EAST-NORTHEAST OF BLOOMINGTON.
 DQ8772'
 DQ8772'TO REACH THE MARK GO 0.9 MI (1.4 KM) SOUTH ALONG TRUNK HIGHWAY 77 FROM
 DQ8772'THE JUNCTION OF TRUNK HIGHWAY 77 AND INTERSTATE HIGHWAY 494 IN
 DQ8772'BLOOMINGTON, AT TRUNK HIGHWAY 77 MILE POINT 7.90.
 DQ8772'
 DQ8772'THE MARK IS LOCATED 97.9 FT (29.8 M) EAST OF NORTHBOUND TRUNK HIGHWAY
 DQ8772'77, 37.9 FT (11.6 M) EAST OF AN OFF RAMP TO LINDAU LANE AND KILLEBREW
 DQ8772'DRIVE, 3.0 FT (0.9 M) WEST OF A CHAIN LINK FENCE, 3.0 FT (0.9 M) WEST
 DQ8772'OF A WITNESS POST.
 DQ8772'
 DQ8772'NOTE-THE STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM ROD
 DQ8772'DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION REMOVABLE DISK
 DQ8772'SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH PVC
 DQ8772'PIPE BACK FILLED WITH WASHED SAND.
 DQ8772
 DQ8772                          STATION RECOVERY (2018)
 DQ8772
 DQ8772'RECOVERY NOTE BY MN DEPT OF TRANSP 2018 (KXV)
 DQ8772'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 AA8252 ***********************************************************************
 AA8252  DESIGNATION -  276/2 RESET
 AA8252  PID         -  AA8252
 AA8252  STATE/COUNTY-  MN/SHERBURNE
 AA8252  COUNTRY     -  US
 AA8252  USGS QUAD   -  ELK RIVER (2019)
 AA8252
 AA8252                         *CURRENT SURVEY CONTROL
 AA8252  ______________________________________________________________________
 AA8252* NAD 83(1986) POSITION- 45 17 42.33   (N) 093 36 38.92   (W)   HD_HELD1
 AA8252* NAVD 88 ORTHO HEIGHT -   274.98  (+/-2cm)      902.2   (feet) VERTCON3
 AA8252  ______________________________________________________________________
 AA8252  GEOID HEIGHT    -        -28.149 (meters)                     GEOID18
 AA8252  VERT ORDER      -  THIRD (See Below)
 AA8252
 AA8252.The horizontal coordinates were determined by differentially corrected
 AA8252.hand held GPS observations or other comparable positioning techniques
 AA8252.and have an estimated accuracy of +/- 3 meters.
 AA8252
 AA8252.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA8252.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA8252
 AA8252.Significant digits in the geoid height do not necessarily reflect accuracy.
 AA8252.GEOID18 height accuracy estimate available here.
 AA8252
 AA8252.The vertical order pertains to the NGVD 29 superseded value.
 AA8252
 AA8252.Click photographs - Photos may exist for this station.
 AA8252
 AA8252;                    North         East    Units  Estimated Accuracy
 AA8252;SPC MN S     -   355,093.9     830,528.8     MT  (+/- 3 meters HH1 GPS) 
 AA8252
 AA8252_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL5210615913(NAD 83)
 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
 AA8252.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA8252.See file dsdata.pdf to determine how the superseded data were derived.
 AA8252
 AA8252_MARKER: DD = SURVEY DISK
 AA8252_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 AA8252_STAMPING: 276/2 RESET 1972 MRC
 AA8252_MARK LOGO: MRC
 AA8252_PROJECTION: FLUSH
 AA8252_MAGNETIC: I = MARKER IS A STEEL ROD
 AA8252_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AA8252_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AA8252+SATELLITE: SATELLITE OBSERVATIONS - June 27, 2018
 AA8252
 AA8252  HISTORY     - Date     Condition        Report By
 AA8252  HISTORY     - 19720601 MONUMENTED       NGS
 AA8252  HISTORY     - 20080702 GOOD             MNDT
 AA8252  HISTORY     - 20180627 GOOD             MNDT
 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.
 AA8252
 AA8252                          STATION RECOVERY (2008)
 AA8252
 AA8252'RECOVERY NOTE BY MN DEPT OF TRANSP 2008 (DRB)
 AA8252'IN ELK RIVER, 0.85 MI (1.37 KM) SOUTH ALONG JOPLIN STREET NORTHWEST
 AA8252'FROM THE JUNCTION OF JOPLIN STREET NORTHWEST AND TRUNK HIGHWAY 10 IN
 AA8252'ELK RIVER, THEN 0.3 MI (0.5 KM) SOUTH ON DIRT ROAD, THEN 0.15 MI (0.24
 AA8252'KM) WEST IN SUB-DIVIDED AREA.
 AA8252
 AA8252                          STATION RECOVERY (2018)
 AA8252
 AA8252'RECOVERY NOTE BY MN DEPT OF TRANSP 2018 (MAS)
 AA8252'IN ELK RIVER, 0.5 MI (0.8 KM) SOUTH ON WACO STREET NORTHWEST FROM THE
 AA8252'JUNCTION OF WACO STREET AND TRUNK HIGHWAY 10 IN ELK RIVER, THEN 0.8 MI
 AA8252'(1.3 KM) EAST ON COUNTY ROAD 30, THEN 0.3 MI (0.5 KM) SOUTH ON MACON
 AA8252'STREET, 200.0 FT (61.0 M) EAST OF MACON STREET, 35.0 FT (10.7 M) SOUTH
 AA8252'OF RIVERVIEW DRIVE, ALONG THE EAST PROPERTY LINE OF 13528 RIVER VIEW
 AA8252'DRIVE.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 PP1958 ***********************************************************************
 PP1958  DESIGNATION -  2762 A
 PP1958  PID         -  PP1958
 PP1958  STATE/COUNTY-  MN/HENNEPIN
 PP1958  COUNTRY     -  US
 PP1958  USGS QUAD   -  SHAKOPEE (2019)
 PP1958
 PP1958                         *CURRENT SURVEY CONTROL
 PP1958  ______________________________________________________________________
 PP1958* NAD 83(1986) POSITION- 44 49 50.     (N) 093 31 01.     (W)   SCALED
 PP1958* NAVD 88 ORTHO HEIGHT -   264.463 (meters)      867.66  (feet) ADJUSTED
 PP1958  ______________________________________________________________________
 PP1958  GEOID HEIGHT    -        -26.809 (meters)                     GEOID18
 PP1958  DYNAMIC HEIGHT  -        264.458 (meters)      867.64  (feet) COMP
 PP1958  MODELED GRAVITY -    980,589.3   (mgal)                       NAVD 88
 PP1958
 PP1958  VERT ORDER      -  SECOND    CLASS 0
 PP1958
 PP1958.The horizontal coordinates were scaled from a map and have
 PP1958.an estimated accuracy of +/- 6 seconds.
 PP1958
 PP1958.The orthometric height was determined by differential leveling and
 PP1958.adjusted by the NATIONAL GEODETIC SURVEY
 PP1958.in June 1991.
 PP1958
 PP1958.Significant digits in the geoid height do not necessarily reflect accuracy.
 PP1958.GEOID18 height accuracy estimate available here.
 PP1958
 PP1958.Click photographs - Photos may exist for this station.
 PP1958
 PP1958.The dynamic height is computed by dividing the NAVD 88
 PP1958.geopotential number by the normal gravity value computed on the
 PP1958.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP1958.degrees latitude (g = 980.6199 gals.).
 PP1958
 PP1958.The modeled gravity was interpolated from observed gravity values.
 PP1958
 PP1958;                    North         East    Units  Estimated Accuracy
 PP1958;SPC MN S     -   303,510.      838,200.      MT  (+/- 180 meters Scaled)
 PP1958
 PP1958_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK591642(NAD 83)
 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
 PP1958.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PP1958.See file dsdata.pdf to determine how the superseded data were derived.
 PP1958
 PP1958_MARKER: DD = SURVEY DISK
 PP1958_SETTING: 40 = SET IN A LARGE STRUCTURE WITH DEEP FOUNDATIONS
 PP1958_SP_SET: DAM
 PP1958_STAMPING: 2762 A 1970
 PP1958_MARK LOGO: MNHD
 PP1958_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 PP1958_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PP1958+STABILITY: POSITION/ELEVATION WELL
 PP1958_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 PP1958+SATELLITE: SATELLITE OBSERVATIONS - July 16, 2007
 PP1958
 PP1958  HISTORY     - Date     Condition        Report By
 PP1958  HISTORY     - 1970     MONUMENTED       MNHD
 PP1958  HISTORY     - 1976     GOOD             MNDT
 PP1958  HISTORY     - 20060710 GOOD             MNDT
 PP1958  HISTORY     - 20070716 GOOD             MNDT
 PP1958
 PP1958                          STATION DESCRIPTION
 PP1958
 PP1958'DESCRIBED BY MN HIGHWAY DEPT 1970
 PP1958'IN EDEN PRAIRIE.
 PP1958'MARK IS LOCATED IN THE VILLAGE OF EDEN PRAIRIE, 1.6 MILES SOUTH OF
 PP1958'T.H. 5 ALONG COUNTY ROAD 4 TO COUNTY ROAD 1, THENCE 1.9 MILES WEST
 PP1958'ALONG COUNTY ROAD 1 TO A BRIDGE OVER RILEY CREEK, THENCE NORTH ALONG
 PP1958'RILEY CREEK 0.1 MILES TO A CONCRETE FISH WIER (TRAP) AT THE SOUTH END
 PP1958'OF RILEY LAKE, 290 FEET NORTH OF A TOWNSHIP ROAD IN THE CENTER OF THE
 PP1958'WIER.  NW 1/4 SECTION 30, T 116N, R 22W.  NOTE-- MARK IS 0.3 MILES
 PP1958'SOUTHWEST OF USC AND GS BM M2 AND RILEY ROAD, AND 0.25 MILES NORTHEAST
 PP1958'OF THE HENNEPIN-CARVER COUNTY LINE AND ALONG THE CHICAGO-NORTHWESTERN
 PP1958'RAILROAD.
 PP1958
 PP1958                          STATION RECOVERY (1976)
 PP1958
 PP1958'RECOVERY NOTE BY MN DEPT OF TRANSP 1976
 PP1958'MARK IS LOCATED IN THE VILLAGE OF EDEN PRAIRIE, 1.6 MILES SOUTH OF TH
 PP1958'5 ALONG COUNTY ROAD NO. 4 TO COUNTY ROAD NO. 1, THENCE 1.9 MILES WEST
 PP1958'ALONG COUNTY ROAD 1 TO A BRIDGE OVER RILEY CREEK, THENCE NORTH ALONG
 PP1958'RILEY CREEK 0.1 MILE TO A CONCRETE FISH WIER (TRAP) AT THE SOUTH END
 PP1958'OF RILEY LAKE, 290 FEET NORTH OF A TOWNSHIP ROAD IN THE CENTER OF THE
 PP1958'WIER. (DAVIS CALLS FOR DISK IN SE COR. NOT CNTR). NOTE-- MARK IS 0.3
 PP1958'MILES SOUTHWEST OF USCGS BM M2 AND RILEY ROAD, AND 0.25 MILES
 PP1958'NORTHWEST OF THE HENNEPIN-CARVER COUNTY. LINE AND ALONG THE CHICAGO
 PP1958'NORTHWESTERN RAILROAD.
 PP1958
 PP1958                          STATION RECOVERY (2006)
 PP1958
 PP1958'RECOVERY NOTE BY MN DEPT OF TRANSP 2006 (MAS)
 PP1958'AT EDEN PRAIRIE, 1.9 MILES WEST OF JUNCTION OF COUNTY ROAD 1 AND
 PP1958'COUNTY ROAD 4, 0.1 MILES NORTH OF COUNTY ROAD 1, IN SOUTHEAST CORNER
 PP1958'OF FISH WEIR TRAP, AT SOUTH END OF RILEY LAKE AT RILEY CREEK, 0.25
 PP1958'MILES NORTHWEST OF THE HENNEPIN-CARVER COUNTY LINE
 PP1958
 PP1958                          STATION RECOVERY (2007)
 PP1958
 PP1958'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (VWC)
 PP1958'THE MARK IS LOCATED ABOUT 5.6 MI (9.0 KM) SOUTH-SOUTHEAST OF
 PP1958'EXCELSIOR, 2.8 MI (4.5 KM) SOUTHWEST OF EDEN PRAIRIE AND 2.3 MI (3.7
 PP1958'KM) NORTH-NORTHEAST OF SHAKOPEE.
 PP1958'
 PP1958'TO REACH TO THE MARK AT EDEN PRAIRIE, 1.9 MI (3.1 KM) WEST OF THE
 PP1958'JUNCTION OF COUNTY ROAD 1 AND COUNTY ROAD 4, 0.1 MI (0.2 KM) NORTH OF
 PP1958'COUNTY ROAD 1, IN SOUTHEAST CORNER OF FISH WEIR TRAP, AT SOUTH END OF
 PP1958'RILEY LAKE AT RILEY CREEK, 0.25 MI (0.4 KM) NORTHWEST OF THE
 PP1958'HENNEPIN-CARVER COUNTY LINE.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DN6823 ***********************************************************************
 DN6823  DESIGNATION -  2762 D
 DN6823  PID         -  DN6823
 DN6823  STATE/COUNTY-  MN/HENNEPIN
 DN6823  COUNTRY     -  US
 DN6823  USGS QUAD   -  EDEN PRAIRIE (2019)
 DN6823
 DN6823                         *CURRENT SURVEY CONTROL
 DN6823  ______________________________________________________________________
 DN6823* NAD 83(1986) POSITION- 44 51 05.0    (N) 093 29 04.7    (W)   HD_HELD2
 DN6823* NAVD 88 ORTHO HEIGHT -   267.384 (meters)      877.24  (feet) ADJUSTED
 DN6823  ______________________________________________________________________
 DN6823  GEOID HEIGHT    -        -26.841 (meters)                     GEOID18
 DN6823  DYNAMIC HEIGHT  -        267.377 (meters)      877.22  (feet) COMP
 DN6823  MODELED GRAVITY -    980,582.2   (mgal)                       NAVD 88
 DN6823
 DN6823  VERT ORDER      -  SECOND    CLASS I
 DN6823
 DN6823.The horizontal coordinates were established by autonomous hand held GPS
 DN6823.observations and have an estimated accuracy of +/- 10 meters.
 DN6823
 DN6823.The orthometric height was determined by differential leveling and
 DN6823.adjusted by the NATIONAL GEODETIC SURVEY
 DN6823.in May 2020.
 DN6823
 DN6823.Significant digits in the geoid height do not necessarily reflect accuracy.
 DN6823.GEOID18 height accuracy estimate available here.
 DN6823
 DN6823.Click photographs - Photos may exist for this station.
 DN6823
 DN6823.The dynamic height is computed by dividing the NAVD 88
 DN6823.geopotential number by the normal gravity value computed on the
 DN6823.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN6823.degrees latitude (g = 980.6199 gals.).
 DN6823
 DN6823.The modeled gravity was interpolated from observed gravity values.
 DN6823
 DN6823;                    North         East    Units  Estimated Accuracy
 DN6823;SPC MN S     -   305,841.      840,737.      MT  (+/- 10 meters HH2 GPS)
 DN6823
 DN6823_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK6170466556(NAD 83)
 DN6823
 DN6823                          SUPERSEDED SURVEY CONTROL
 DN6823
 DN6823  NAVD 88 (08/01/13)  267.382  (m)          877.24   (f) SUPERSEDED  2 1
 DN6823
 DN6823.Superseded values are not recommended for survey control.
 DN6823
 DN6823.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN6823.See file dsdata.pdf to determine how the superseded data were derived.
 DN6823
 DN6823_MARKER: DD = SURVEY DISK
 DN6823_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DN6823_SP_SET: BRIDGE ABUTMENT
 DN6823_STAMPING: 2762 D 2008
 DN6823_MARK LOGO: MNDT
 DN6823_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DN6823_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DN6823_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DN6823+SATELLITE: SATELLITE OBSERVATIONS - October 11, 2017
 DN6823
 DN6823  HISTORY     - Date     Condition        Report By
 DN6823  HISTORY     - 20080505 MONUMENTED       MNDT
 DN6823  HISTORY     - 20171011 SEE DESCRIPTION  MNDT
 DN6823
 DN6823                          STATION DESCRIPTION
 DN6823
 DN6823'DESCRIBED BY MN DEPT OF TRANSP 2008
 DN6823'THE STATION IS LOCATED IN EDEN PRAIRIE.
 DN6823'
 DN6823'TO REACH THE MARK IN APPROACH PANEL IN SOUTHEAST CORNER OF COUNTY ROAD
 DN6823'4 BRIDGE NUMBER 27138 OVER TRUNK HIGHWAY 312, 0.9 MI (1.4 KM)
 DN6823'SOUTHWEST ALONG TRUNK HIGHWAY 312 FROM THE JUNCTION OF TRUNK HIGHWAY 5
 DN6823'IN EDEN PRAIRIE, AT TRUNK HIGHWAY 312 MILEPOST 156.05.
 DN6823'
 DN6823'IT IS 20.0 FT (6.1 M) EAST OF NORTHBOUND COUNTY ROAD 4, 25.0 FT (7.6
 DN6823'M) NORTH OF THE SOUTHEAST CORNER OF BRIDGE, 7.4 FT (2.3 M) WEST OF
 DN6823'BRIDGE RAIL, 2.8 FT (0.9 M) NORTHEAST OF JAY BARRIER.  DISK SET IN A
 DN6823'DRILL HOLE.
 DN6823
 DN6823                          STATION RECOVERY (2017)
 DN6823
 DN6823'RECOVERY NOTE BY MN DEPT OF TRANSP 2017 (MPP)
 DN6823'THE DISK HAD BEEN SHAVED OFF BELOW CONCRETE, MPP HAD TO RESTAMP THE
 DN6823'DISC.  THE LEVEL MAY BE DIFFERENT FROM THE PUBLISHED LEVEL.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DN6822 ***********************************************************************
 DN6822  DESIGNATION -  2762 E
 DN6822  PID         -  DN6822
 DN6822  STATE/COUNTY-  MN/HENNEPIN
 DN6822  COUNTRY     -  US
 DN6822  USGS QUAD   -  EDEN PRAIRIE (2019)
 DN6822
 DN6822                         *CURRENT SURVEY CONTROL
 DN6822  ______________________________________________________________________
 DN6822* NAD 83(1986) POSITION- 44 50 58.0    (N) 093 29 37.8    (W)   HD_HELD2
 DN6822* NAVD 88 ORTHO HEIGHT -   275.328 (meters)      903.31  (feet) ADJUSTED
 DN6822  ______________________________________________________________________
 DN6822  GEOID HEIGHT    -        -26.828 (meters)                     GEOID18
 DN6822  DYNAMIC HEIGHT  -        275.321 (meters)      903.28  (feet) COMP
 DN6822  MODELED GRAVITY -    980,584.1   (mgal)                       NAVD 88
 DN6822
 DN6822  VERT ORDER      -  SECOND    CLASS I
 DN6822
 DN6822.The horizontal coordinates were established by autonomous hand held GPS
 DN6822.observations and have an estimated accuracy of +/- 10 meters.
 DN6822
 DN6822.The orthometric height was determined by differential leveling and
 DN6822.adjusted by the NATIONAL GEODETIC SURVEY
 DN6822.in May 2020.
 DN6822
 DN6822.Significant digits in the geoid height do not necessarily reflect accuracy.
 DN6822.GEOID18 height accuracy estimate available here.
 DN6822
 DN6822.Click photographs - Photos may exist for this station.
 DN6822
 DN6822.The dynamic height is computed by dividing the NAVD 88
 DN6822.geopotential number by the normal gravity value computed on the
 DN6822.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN6822.degrees latitude (g = 980.6199 gals.).
 DN6822
 DN6822.The modeled gravity was interpolated from observed gravity values.
 DN6822
 DN6822;                    North         East    Units  Estimated Accuracy
 DN6822;SPC MN S     -   305,620.      840,011.      MT  (+/- 10 meters HH2 GPS)
 DN6822
 DN6822_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK6097666344(NAD 83)
 DN6822
 DN6822                          SUPERSEDED SURVEY CONTROL
 DN6822
 DN6822  NAVD 88 (08/01/13)  275.326  (m)          903.30   (f) SUPERSEDED  2 1
 DN6822
 DN6822.Superseded values are not recommended for survey control.
 DN6822
 DN6822.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN6822.See file dsdata.pdf to determine how the superseded data were derived.
 DN6822
 DN6822_MARKER: DD = SURVEY DISK
 DN6822_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DN6822_SP_SET: BRIDGE ABUTMENT WALKWAY
 DN6822_STAMPING: 2762 E 2008
 DN6822_MARK LOGO: MNDT
 DN6822_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DN6822_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DN6822_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DN6822+SATELLITE: SATELLITE OBSERVATIONS - September 16, 2024
 DN6822
 DN6822  HISTORY     - Date     Condition        Report By
 DN6822  HISTORY     - 20080409 MONUMENTED       MNDT
 DN6822  HISTORY     - 20171011 GOOD             MNDT
 DN6822  HISTORY     - 20240916 GOOD             GEOCAC
 DN6822
 DN6822                          STATION DESCRIPTION
 DN6822
 DN6822'DESCRIBED BY MN DEPT OF TRANSP 2008
 DN6822'THE STATION IS LOCATED IN EDEN PRAIRIE.
 DN6822'
 DN6822'TO REACH THE MARK IN APPROACH PANEL IN SOUTHEAST CORNER OF PEDESTRIAN
 DN6822'BRIDGE NUMBER 27R30 OVER TRUNK HIGHWAY 312, 2.0 MI (3.2 KM) SOUTHWEST
 DN6822'ALONG TRUNK HIGHWAY 312 FROM THE JUNCTION OF TRUNK HIGHWAY 5 IN EDEN
 DN6822'PRAIRIE, AT TRUNK HIGHWAY 312 MILE POINT 155.65.
 DN6822'
 DN6822'IT IS 5.7 FT (1.7 M) WEST OF PEDESTRIAN BRIDGE, 14.6 FT (4.5 M) NORTH
 DN6822'OF THE SOUTHEAST CORNER OF BRIDGE.
 DN6822
 DN6822                          STATION RECOVERY (2017)
 DN6822
 DN6822'RECOVERY NOTE BY MN DEPT OF TRANSP 2017 (MPP)
 DN6822'IN EDEN PRAIRIE, IN THE APPROACH PANEL IN THE SOUTHEAST CORNER OF
 DN6822'PEDESTRIAN BRIDGE NUMBER 27R30 OVER TRUNK HIGHWAY 212, 2.0 MI (3.2 KM)
 DN6822'SOUTHWEST ALONG TRUNK HIGHWAY 212 FROM THE JUNCTION OF TRUNK HIGHWAY 5
 DN6822'IN EDEN PRAIRIE, AT TRUNK HIGHWAY 212 MILE POINT 155.65, 14.6 FT (4.5
 DN6822'M) NORTH OF THE SOUTHEAST CORNER OF A BRIDGE, 5.7 FT (1.7 M) WEST OF
 DN6822'THE PEDESTRIAN BRIDGE.
 DN6822
 DN6822                          STATION RECOVERY (2024)
 DN6822
 DN6822'RECOVERY NOTE BY GEOCACHING 2024 (BP)
 DN6822'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DN6821 ***********************************************************************
 DN6821  DESIGNATION -  2762 F
 DN6821  PID         -  DN6821
 DN6821  STATE/COUNTY-  MN/HENNEPIN
 DN6821  COUNTRY     -  US
 DN6821  USGS QUAD   -  SHAKOPEE (2019)
 DN6821
 DN6821                         *CURRENT SURVEY CONTROL
 DN6821  ______________________________________________________________________
 DN6821* NAD 83(1986) POSITION- 44 50 57.00   (N) 093 30 17.32   (W)   HD_HELD1
 DN6821* NAVD 88 ORTHO HEIGHT -   276.406 (meters)      906.84  (feet) ADJUSTED
 DN6821  ______________________________________________________________________
 DN6821  GEOID HEIGHT    -        -26.813 (meters)                     GEOID18
 DN6821  DYNAMIC HEIGHT  -        276.400 (meters)      906.82  (feet) COMP
 DN6821  MODELED GRAVITY -    980,586.5   (mgal)                       NAVD 88
 DN6821
 DN6821  VERT ORDER      -  SECOND    CLASS I
 DN6821
 DN6821.The horizontal coordinates were determined by differentially corrected
 DN6821.hand held GPS observations or other comparable positioning techniques
 DN6821.and have an estimated accuracy of +/- 3 meters.
 DN6821
 DN6821.The orthometric height was determined by differential leveling and
 DN6821.adjusted by the NATIONAL GEODETIC SURVEY
 DN6821.in May 2020.
 DN6821
 DN6821.Significant digits in the geoid height do not necessarily reflect accuracy.
 DN6821.GEOID18 height accuracy estimate available here.
 DN6821
 DN6821.Click photographs - Photos may exist for this station.
 DN6821
 DN6821.The dynamic height is computed by dividing the NAVD 88
 DN6821.geopotential number by the normal gravity value computed on the
 DN6821.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN6821.degrees latitude (g = 980.6199 gals.).
 DN6821
 DN6821.The modeled gravity was interpolated from observed gravity values.
 DN6821
 DN6821;                    North         East    Units  Estimated Accuracy
 DN6821;SPC MN S     -   305,584.0     839,143.8     MT  (+/- 3 meters HH1 GPS) 
 DN6821
 DN6821_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK6010866318(NAD 83)
 DN6821
 DN6821                          SUPERSEDED SURVEY CONTROL
 DN6821
 DN6821  NAVD 88 (08/01/13)  276.404  (m)          906.84   (f) SUPERSEDED  2 1
 DN6821
 DN6821.Superseded values are not recommended for survey control.
 DN6821
 DN6821.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN6821.See file dsdata.pdf to determine how the superseded data were derived.
 DN6821
 DN6821_MARKER: DD = SURVEY DISK
 DN6821_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DN6821_SP_SET: BRIDGE ABUTMENT WALKWAY
 DN6821_STAMPING: 2762 F 2008
 DN6821_MARK LOGO: MNDT
 DN6821_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DN6821_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DN6821_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DN6821+SATELLITE: SATELLITE OBSERVATIONS - October 11, 2017
 DN6821
 DN6821  HISTORY     - Date     Condition        Report By
 DN6821  HISTORY     - 20080404 MONUMENTED       MNDT
 DN6821  HISTORY     - 20120912 GOOD             MNDT
 DN6821  HISTORY     - 20171011 GOOD             MNDT
 DN6821
 DN6821                          STATION DESCRIPTION
 DN6821
 DN6821'DESCRIBED BY MN DEPT OF TRANSP 2008
 DN6821'THE STATION IS LOCATED IN EDEN PRAIRIE.
 DN6821'
 DN6821'TO REACH THE MARK IN APPROACH PANEL IN SOUTHEAST CORNER OF DELL ROAD
 DN6821'BRIDGE NUMBER 27137 OVER TRUNK HIGHWAY 312, 2.5 MI (4.0 KM) SOUTHWEST
 DN6821'ALONG TRUNK HIGHWAY 312 FROM THE JUNCTION OF TRUNK HIGHWAY 312 AND
 DN6821'TRUNK HIGHWAY 5 IN EDEN PRAIRIE, AT TRUNK HIGHWAY 312 MILE POINT
 DN6821'154.95.
 DN6821'
 DN6821'IT IS 12.1 FT (3.7 M) EAST OF NORTHBOUND DELL ROAD, 31.6 FT (9.6 M)
 DN6821'NORTH-NORTHWEST OF THE SOUTHEAST CORNER OF BRIDGE, 11.5 FT (3.5 M)
 DN6821'WEST OF EAST EDGE OF BRIDGE, 1.9 FT (0.6 M) WEST OF CURB, MARK IS IN
 DN6821'DRIVING LANE.
 DN6821
 DN6821                          STATION RECOVERY (2012)
 DN6821
 DN6821'RECOVERY NOTE BY MN DEPT OF TRANSP 2012 (DAS)
 DN6821'IN EDEN PRAIRIE, IN APPROACH PANEL IN SOUTHEAST CORNER OF DELL ROAD
 DN6821'BRIDGE NUMBER 27137 OVER TRUNK HIGHWAY 312, 2.5 MI (4.0 KM) SOUTHWEST
 DN6821'ALONG TRUNK HIGHWAY 312 FROM THE JUNCTION OF TRUNK HIGHWAY 312 AND
 DN6821'TRUNK HIGHWAY 5 IN EDEN PRAIRIE, AT TRUNK HIGHWAY 312 MILE POINT
 DN6821'154.95, 12.1 FT (3.7 M) EAST OF NORTHBOUND DELL ROAD, 31.6 FT (9.6 M)
 DN6821'NORTH-NORTHWEST OF THE SOUTHEAST CORNER OF BRIDGE, 11.5 FT (3.5 M)
 DN6821'WEST OF EAST EDGE OF BRIDGE, 1.9 FT (0.6 M) WEST OF CURB, MARK IS IN
 DN6821'DRIVING LANE.
 DN6821
 DN6821                          STATION RECOVERY (2017)
 DN6821
 DN6821'RECOVERY NOTE BY MN DEPT OF TRANSP 2017 (MPP)
 DN6821'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 AE3041 ***********************************************************************
 AE3041  DESIGNATION -  2763 A 1
 AE3041  PID         -  AE3041
 AE3041  STATE/COUNTY-  MN/HENNEPIN
 AE3041  COUNTRY     -  US
 AE3041  USGS QUAD   -  EDEN PRAIRIE (2019)
 AE3041
 AE3041                         *CURRENT SURVEY CONTROL
 AE3041  ______________________________________________________________________
 AE3041* NAD 83(1986) POSITION- 44 51 58.59   (N) 093 25 09.50   (W)   HD_HELD1
 AE3041* NAVD 88 ORTHO HEIGHT -   270.966 (meters)      888.99  (feet) ADJUSTED
 AE3041  ______________________________________________________________________
 AE3041  GEOID HEIGHT    -        -26.923 (meters)                     GEOID18
 AE3041  DYNAMIC HEIGHT  -        270.959 (meters)      888.97  (feet) COMP
 AE3041  MODELED GRAVITY -    980,583.1   (mgal)                       NAVD 88
 AE3041
 AE3041  VERT ORDER      -  SECOND    CLASS I
 AE3041
 AE3041.The horizontal coordinates were determined by differentially corrected
 AE3041.hand held GPS observations or other comparable positioning techniques
 AE3041.and have an estimated accuracy of +/- 3 meters.
 AE3041
 AE3041.The orthometric height was determined by differential leveling and
 AE3041.adjusted by the NATIONAL GEODETIC SURVEY
 AE3041.in May 2010.
 AE3041
 AE3041.Significant digits in the geoid height do not necessarily reflect accuracy.
 AE3041.GEOID18 height accuracy estimate available here.
 AE3041
 AE3041.Click photographs - Photos may exist for this station.
 AE3041
 AE3041.The dynamic height is computed by dividing the NAVD 88
 AE3041.geopotential number by the normal gravity value computed on the
 AE3041.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE3041.degrees latitude (g = 980.6199 gals.).
 AE3041
 AE3041.The modeled gravity was interpolated from observed gravity values.
 AE3041
 AE3041;                    North         East    Units  Estimated Accuracy
 AE3041;SPC MN S     -   307,529.6     845,889.3     MT  (+/- 3 meters HH1 GPS) 
 AE3041
 AE3041_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK6687568180(NAD 83)
 AE3041
 AE3041                          SUPERSEDED SURVEY CONTROL
 AE3041
 AE3041  NAVD 88 (11/23/99)  270.971  (m)          889.01   (f) SUPERSEDED  2 2
 AE3041
 AE3041.Superseded values are not recommended for survey control.
 AE3041
 AE3041.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE3041.See file dsdata.pdf to determine how the superseded data were derived.
 AE3041
 AE3041_MARKER: DB = BENCH MARK DISK
 AE3041_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 AE3041_SP_SET: BRIDGE ABUTMENT
 AE3041_STAMPING: 2763 A 1 1979
 AE3041_MARK LOGO: MNHD
 AE3041_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AE3041_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AE3041_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AE3041+SATELLITE: SATELLITE OBSERVATIONS - November 09, 2011
 AE3041
 AE3041  HISTORY     - Date     Condition        Report By
 AE3041  HISTORY     - 1979     MONUMENTED       MNDT
 AE3041  HISTORY     - 20070313 GOOD             MNDT
 AE3041  HISTORY     - 20070723 GOOD             MNDT
 AE3041  HISTORY     - 20111109 GOOD             MNDT
 AE3041
 AE3041                          STATION DESCRIPTION
 AE3041
 AE3041'DESCRIBED BY MN DEPT OF TRANSP 1979 (EGS)
 AE3041'THE MARK IS LOCATED IN THE TOWN OF EDEN PRAIRIE, 0.5 MILE NORTHERLY
 AE3041'ALONG TRUNK HIGHWAYS 169 AND 212 FROM THEIR JUNCTION WITH INTERSTATE
 AE3041'HIGHWAY 494 AT ROWLAND JUNCTION AND IS IN THE SE 1/4 OF SECTION 11,
 AE3041'T116N, R22W.  THE MARK, A STANDARD MNDT BENCH MARK DISK STAMPED---2763
 AE3041'A 1 1979---, IS SET IN THE NORTHEAST CORNER (ABUTMENT) OF BRIDGE
 AE3041'NUMBER 27087 (COUNTY ROAD 60, BAKER ROAD, OVER HIGHWAYS 169 AND 212).
 AE3041'THE BRIDGE IS AT HIGHWAY 169 MILEPOINT 119.2.
 AE3041
 AE3041                          STATION RECOVERY (2007)
 AE3041
 AE3041'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (FAD)
 AE3041'RECOVERED AS DESCRIBED.
 AE3041
 AE3041                          STATION RECOVERY (2007)
 AE3041
 AE3041'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (PJG)
 AE3041'THE MARK IS LOCATED ABOUT 6.2 MI (10.0 KM) WEST-NORTHWEST OF
 AE3041'BLOOMINGTON, 4.6 MI (7.4 KM) SOUTH-SOUTHEAST OF HOPKINS AND 2.6 MI
 AE3041'(4.2 KM) EAST-NORTHEAST OF EDEN PRAIRIE.
 AE3041'
 AE3041'TO REACH TO THE MARK IN EDEN PRAIRIE, 0.5 MI (0.8 KM) NORTH OF THE
 AE3041'JUNCTION OF TRUNK HIGHWAY 212 AND INTERSTATE HIGHWAY 494, IN NORTHEAST
 AE3041'CORNER OF VALLEY VIEW ROAD, BRIDGE 27087 OVER TRUNK HIGHWAY 212, AT
 AE3041'TRUNK HIGHWAY 212 MILE POINT 159.9.
 AE3041
 AE3041                          STATION RECOVERY (2011)
 AE3041
 AE3041'RECOVERY NOTE BY MN DEPT OF TRANSP 2011 (BJB)
 AE3041'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 AE3042 ***********************************************************************
 AE3042  DESIGNATION -  2763 A 2
 AE3042  PID         -  AE3042
 AE3042  STATE/COUNTY-  MN/HENNEPIN
 AE3042  COUNTRY     -  US
 AE3042  USGS QUAD   -  EDEN PRAIRIE (2019)
 AE3042
 AE3042                         *CURRENT SURVEY CONTROL
 AE3042  ______________________________________________________________________
 AE3042* NAD 83(1986) POSITION- 44 52 00.09   (N) 093 25 13.56   (W)   HD_HELD1
 AE3042* NAVD 88 ORTHO HEIGHT -   268.996 (meters)      882.53  (feet) ADJUSTED
 AE3042  ______________________________________________________________________
 AE3042  GEOID HEIGHT    -        -26.921 (meters)                     GEOID18
 AE3042  DYNAMIC HEIGHT  -        268.989 (meters)      882.51  (feet) COMP
 AE3042  MODELED GRAVITY -    980,583.7   (mgal)                       NAVD 88
 AE3042
 AE3042  VERT ORDER      -  SECOND    CLASS I
 AE3042
 AE3042.The horizontal coordinates were determined by differentially corrected
 AE3042.hand held GPS observations or other comparable positioning techniques
 AE3042.and have an estimated accuracy of +/- 3 meters.
 AE3042
 AE3042.The orthometric height was determined by differential leveling and
 AE3042.adjusted by the NATIONAL GEODETIC SURVEY
 AE3042.in May 2010.
 AE3042
 AE3042.Significant digits in the geoid height do not necessarily reflect accuracy.
 AE3042.GEOID18 height accuracy estimate available here.
 AE3042
 AE3042.Click photographs - Photos may exist for this station.
 AE3042
 AE3042.The dynamic height is computed by dividing the NAVD 88
 AE3042.geopotential number by the normal gravity value computed on the
 AE3042.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE3042.degrees latitude (g = 980.6199 gals.).
 AE3042
 AE3042.The modeled gravity was interpolated from observed gravity values.
 AE3042
 AE3042;                    North         East    Units  Estimated Accuracy
 AE3042;SPC MN S     -   307,575.3     845,799.8     MT  (+/- 3 meters HH1 GPS) 
 AE3042
 AE3042_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK6678668227(NAD 83)
 AE3042
 AE3042                          SUPERSEDED SURVEY CONTROL
 AE3042
 AE3042  NAVD 88 (11/23/99)  269.002  (m)          882.55   (f) SUPERSEDED  2 2
 AE3042
 AE3042.Superseded values are not recommended for survey control.
 AE3042
 AE3042.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE3042.See file dsdata.pdf to determine how the superseded data were derived.
 AE3042
 AE3042_MARKER: R = RIVET
 AE3042_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 AE3042_SP_SET: BRIDGE ABUTMENT
 AE3042_STAMPING: A 2
 AE3042_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AE3042_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AE3042_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AE3042+SATELLITE: SATELLITE OBSERVATIONS - November 09, 2011
 AE3042
 AE3042  HISTORY     - Date     Condition        Report By
 AE3042  HISTORY     - 1978     MONUMENTED       MNDT
 AE3042  HISTORY     - 20060930 GOOD             USPSQD
 AE3042  HISTORY     - 20070313 GOOD             MNDT
 AE3042  HISTORY     - 20070723 GOOD             MNDT
 AE3042  HISTORY     - 20111109 GOOD             MNDT
 AE3042
 AE3042                          STATION DESCRIPTION
 AE3042
 AE3042'DESCRIBED BY MN DEPT OF TRANSP 1978 (EGS)
 AE3042'THE MARK IS LOCATED IN THE TOWN OF EDEN PRAIRIE, 0.5 MILE NORTHERLY
 AE3042'ALONG TRUNK HIGHWAYS 169 AND 212 FROM THEIR JUNCTION WITH INTERSTATE
 AE3042'HIGHWAY 494 AT ROWLAND JUNCTION AND IS IN THE SE 1/4 OF SECTION 11,
 AE3042'T116N, R22W.  THE MARK, A BRASS PLUG STAMPED---A 2---, IS SET IN THE
 AE3042'SOUTHWEST CORNER (ABUTMENT) OF BRIDGE NUMBER 27087 (COUNTY ROAD 60,
 AE3042'BAKER ROAD, OVER HIGHWAYS 169 AND 212).  THE BRIDGE IS AT HIGHWAY 169
 AE3042'MILEPOINT 119.2.
 AE3042
 AE3042                          STATION RECOVERY (2006)
 AE3042
 AE3042'RECOVERY NOTE BY US POWER SQUADRON 2006 (REA)
 AE3042'BRIDGE NOW CARRIES VALLEY VIEW ROAD OVER HIGHWAY 212 ONLY. HIGHWAY 169
 AE3042'HAS BEEN ROUTED ELSEWHERE. MARK IS A BRASS PLUG OF ABOUT 5/8 INCHES IN
 AE3042'DIAMETER WHICH IS STAMPED A2.
 AE3042'
 AE3042
 AE3042                          STATION RECOVERY (2007)
 AE3042
 AE3042'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (FAD)
 AE3042'RECOVERED AS DESCRIBED.
 AE3042
 AE3042                          STATION RECOVERY (2007)
 AE3042
 AE3042'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (PJG)
 AE3042'THE MARK IS LOCATED ABOUT 6.3 MI (10.1 KM) WEST-NORTHWEST OF
 AE3042'BLOOMINGTON, 4.5 MI (7.2 KM) SOUTH-SOUTHEAST OF HOPKINS AND 2.6 MI
 AE3042'(4.2 KM) EAST-NORTHEAST OF EDEN PRAIRIE.
 AE3042'
 AE3042'TO REACH TO THE MARK IN EDEN PRAIRIE, 0.5 MI (0.8 KM) NORTH OF THE
 AE3042'JUNCTION OF TRUNK HIGHWAY 169-TH 212 AND INTERSTATE HIGHWAY 494, IN
 AE3042'SOUTHWEST CORNER OF VALLEY VIEW ROAD, BRIDGE 27087 OVER TRUNK HIGHWAY
 AE3042'212, AT TRUNK HIGHWAY 212 MILE POINT 159.9, MARK IS A BRASS PLUG.
 AE3042
 AE3042                          STATION RECOVERY (2011)
 AE3042
 AE3042'RECOVERY NOTE BY MN DEPT OF TRANSP 2011 (BJB)
 AE3042'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 AE3044 ***********************************************************************
 AE3044  DESIGNATION -  2763 C 1
 AE3044  PID         -  AE3044
 AE3044  STATE/COUNTY-  MN/HENNEPIN
 AE3044  COUNTRY     -  US
 AE3044  USGS QUAD   -  HOPKINS (2019)
 AE3044
 AE3044                         *CURRENT SURVEY CONTROL
 AE3044  ______________________________________________________________________
 AE3044* NAD 83(1986) POSITION- 44 52 54.18   (N) 093 24 43.73   (W)   HD_HELD1
 AE3044* NAVD 88 ORTHO HEIGHT -   274.038 (meters)      899.07  (feet) ADJUSTED
 AE3044  ______________________________________________________________________
 AE3044  GEOID HEIGHT    -        -26.928 (meters)                     GEOID18
 AE3044  DYNAMIC HEIGHT  -        274.031 (meters)      899.05  (feet) COMP
 AE3044  MODELED GRAVITY -    980,580.5   (mgal)                       NAVD 88
 AE3044
 AE3044  VERT ORDER      -  SECOND    CLASS II
 AE3044
 AE3044.The horizontal coordinates were determined by differentially corrected
 AE3044.hand held GPS observations or other comparable positioning techniques
 AE3044.and have an estimated accuracy of +/- 3 meters.
 AE3044
 AE3044.The orthometric height was determined by differential leveling and
 AE3044.adjusted by the NATIONAL GEODETIC SURVEY
 AE3044.in November 1999.
 AE3044
 AE3044.Significant digits in the geoid height do not necessarily reflect accuracy.
 AE3044.GEOID18 height accuracy estimate available here.
 AE3044
 AE3044.Click photographs - Photos may exist for this station.
 AE3044
 AE3044.The dynamic height is computed by dividing the NAVD 88
 AE3044.geopotential number by the normal gravity value computed on the
 AE3044.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE3044.degrees latitude (g = 980.6199 gals.).
 AE3044
 AE3044.The modeled gravity was interpolated from observed gravity values.
 AE3044
 AE3044;                    North         East    Units  Estimated Accuracy
 AE3044;SPC MN S     -   309,249.5     846,442.6     MT  (+/- 3 meters HH1 GPS) 
 AE3044
 AE3044_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK6744969893(NAD 83)
 AE3044
 AE3044                          SUPERSEDED SURVEY CONTROL
 AE3044
 AE3044.No superseded survey control is available for this station.
 AE3044
 AE3044_MARKER: DB = BENCH MARK DISK
 AE3044_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 AE3044_SP_SET: BRIDGE ABUTMENT
 AE3044_STAMPING: 2763 C 1 1979
 AE3044_MARK LOGO: MNHD
 AE3044_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AE3044_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AE3044
 AE3044  HISTORY     - Date     Condition        Report By
 AE3044  HISTORY     - 1978     MONUMENTED       MNDT
 AE3044  HISTORY     - 20021202 MARK NOT FOUND   USPSQD
 AE3044  HISTORY     - 20070807 GOOD             MNDT
 AE3044  HISTORY     - 20111109 GOOD             MNDT
 AE3044
 AE3044                          STATION DESCRIPTION
 AE3044
 AE3044'DESCRIBED BY MN DEPT OF TRANSP 1978 (EGS)
 AE3044'THE MARK IS LOCATED IN THE TOWN OF EDEN PRAIRIE, 1.6 MILES NORTHERLY
 AE3044'ALONG TRUNK HIGHWAYS 169 AND 212 FROM THEIR JUNCTION WITH INTERSTATE
 AE3044'HIGHWAY 494 AT ROWLAND JUNTCION AND IS IN THE SW 1/4 OF SECTION 1,
 AE3044'T116N, R22W.  THE MARK, A STANDARD MNDT VERTICAL CONTROL MONUMENT DISK
 AE3044'STAMPED---2763 C 1 1979---, IS SET IN THE SOUTHEAST CORNER (ABUTMENT)
 AE3044'OF BRIDGE NUMBER 27089 (COUNTY ROAD 61, SHADY OAK ROAD, OVER HIGHWAYS
 AE3044'169 AND 212).  THE BRIDGE IS AT HIGHWAY 169 MILEPOINT 120.3.
 AE3044
 AE3044                          STATION RECOVERY (2002)
 AE3044
 AE3044'RECOVERY NOTE BY US POWER SQUADRON 2002 (RA)
 AE3044'MARK NOT FOUND.
 AE3044
 AE3044                          STATION RECOVERY (2007)
 AE3044
 AE3044'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (JJB)
 AE3044'THE MARK IS LOCATED ABOUT 6.3 MI (10.1 KM) WEST-NORTHWEST OF
 AE3044'BLOOMINGTON, 3.9 MI (6.3 KM) SOUTHEAST OF HOPKINS AND 3.4 MI (5.5 KM)
 AE3044'EAST-NORTHEAST OF EDEN PRAIRIE.
 AE3044'
 AE3044'TO REACH TO THE MARK IN EDEN PRAIRIE, 1.6 MI (2.6 KM) NORTH OF THE
 AE3044'JUNCTION OF TRUNK HIGHWAY 212 AND INTERSTATE HIGHWAY 494, IN SOUTHEAST
 AE3044'CORNER OF COUNTY ROAD 61 (SHADY OAK RD) BRIDGE 27089 OVER TRUNK
 AE3044'HIGHWAY 212, AT TRUNK HIGHWAY 212 MILE POINT 120.3.
 AE3044
 AE3044                          STATION RECOVERY (2011)
 AE3044
 AE3044'RECOVERY NOTE BY MN DEPT OF TRANSP 2011 (BJB)
 AE3044'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 AE3045 ***********************************************************************
 AE3045  DESIGNATION -  2763 C 2
 AE3045  PID         -  AE3045
 AE3045  STATE/COUNTY-  MN/HENNEPIN
 AE3045  COUNTRY     -  US
 AE3045  USGS QUAD   -  HOPKINS (2019)
 AE3045
 AE3045                         *CURRENT SURVEY CONTROL
 AE3045  ______________________________________________________________________
 AE3045* NAD 83(1986) POSITION- 44 52 55.54   (N) 093 24 46.82   (W)   HD_HELD1
 AE3045* NAVD 88 ORTHO HEIGHT -   273.893 (meters)      898.60  (feet) ADJUSTED
 AE3045  ______________________________________________________________________
 AE3045  GEOID HEIGHT    -        -26.926 (meters)                     GEOID18
 AE3045  DYNAMIC HEIGHT  -        273.885 (meters)      898.57  (feet) COMP
 AE3045  MODELED GRAVITY -    980,580.8   (mgal)                       NAVD 88
 AE3045
 AE3045  VERT ORDER      -  SECOND    CLASS II
 AE3045
 AE3045.The horizontal coordinates were determined by differentially corrected
 AE3045.hand held GPS observations or other comparable positioning techniques
 AE3045.and have an estimated accuracy of +/- 3 meters.
 AE3045
 AE3045.The orthometric height was determined by differential leveling and
 AE3045.adjusted by the NATIONAL GEODETIC SURVEY
 AE3045.in November 1999.
 AE3045
 AE3045.Significant digits in the geoid height do not necessarily reflect accuracy.
 AE3045.GEOID18 height accuracy estimate available here.
 AE3045
 AE3045.Click photographs - Photos may exist for this station.
 AE3045
 AE3045.The dynamic height is computed by dividing the NAVD 88
 AE3045.geopotential number by the normal gravity value computed on the
 AE3045.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE3045.degrees latitude (g = 980.6199 gals.).
 AE3045
 AE3045.The modeled gravity was interpolated from observed gravity values.
 AE3045
 AE3045;                    North         East    Units  Estimated Accuracy
 AE3045;SPC MN S     -   309,291.0     846,374.5     MT  (+/- 3 meters HH1 GPS) 
 AE3045
 AE3045_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK6738269935(NAD 83)
 AE3045
 AE3045                          SUPERSEDED SURVEY CONTROL
 AE3045
 AE3045.No superseded survey control is available for this station.
 AE3045
 AE3045_MARKER: L = ABSOLUTE GRAVITY STATION PLUG
 AE3045_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 AE3045_SP_SET: BRIDGE ABUTMENT
 AE3045_STAMPING: C 2
 AE3045_MARK LOGO: MNHD
 AE3045_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AE3045_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AE3045
 AE3045  HISTORY     - Date     Condition        Report By
 AE3045  HISTORY     - 1978     MONUMENTED       MNDT
 AE3045  HISTORY     - 20070807 GOOD             MNDT
 AE3045  HISTORY     - 20111109 GOOD             MNDT
 AE3045
 AE3045                          STATION DESCRIPTION
 AE3045
 AE3045'DESCRIBED BY MN DEPT OF TRANSP 1978
 AE3045'THE MARK IS LOCATED IN THE TOWN OF EDEN PRAIRIE, 1.6 MILES NORTHERLY
 AE3045'ALONG TRUNK HIGHWAYS 169 AND 212 FROM THEIR JUNCTION WITH INTERSTATE
 AE3045'HIGHWAY 494 AT ROWLAND JUNCTION AND IS IN THE SW 1/4 OF SECTION 1,
 AE3045'T116N, R22W.  THE MARK, A BRASS PLUG STAMPED---C 2---, IS SET IN THE
 AE3045'NORTHWEST CORNER OF BRIDGE 27089 (COUNTY ROAD 61, SHADY OAK ROAD, OVER
 AE3045'HIGHWAYS 169 AND 212).  THE BRIDGE IS AT HIGHWAY 169 MILEPOINT 120.3.
 AE3045
 AE3045                          STATION RECOVERY (2007)
 AE3045
 AE3045'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (JJB)
 AE3045'THE MARK IS LOCATED ABOUT 6.3 MI (10.1 KM) WEST-NORTHWEST OF
 AE3045'BLOOMINGTON, 3.8 MI (6.1 KM) SOUTHEAST OF HOPKINS AND 3.4 MI (5.5 KM)
 AE3045'EAST-NORTHEAST OF EDEN PRAIRIE.
 AE3045'
 AE3045'TO REACH TO THE MARK IN EDEN PRAIRIE, 1.6 MI (2.6 KM) NORTH OF THE
 AE3045'JUNCTION OF TRUNK HIGHWAY 212 AND INTERSTATE HIGHWAY 494, IN NORTHWEST
 AE3045'CORNER OF COUNTY ROAD 61 (SHADY OAK RD) BRIDGE 27089 OVER TRUNK
 AE3045'HIGHWAY 212, AT TRUNK HIGHWAY 212 MILE POINT 120.3, MARK IS A BRASS
 AE3045'PLUG.
 AE3045
 AE3045                          STATION RECOVERY (2011)
 AE3045
 AE3045'RECOVERY NOTE BY MN DEPT OF TRANSP 2011 (BJB)
 AE3045'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 AE3047 ***********************************************************************
 AE3047  DESIGNATION -  2763 E
 AE3047  PID         -  AE3047
 AE3047  STATE/COUNTY-  MN/HENNEPIN
 AE3047  COUNTRY     -  US
 AE3047  USGS QUAD   -  HOPKINS (2019)
 AE3047
 AE3047                         *CURRENT SURVEY CONTROL
 AE3047  ______________________________________________________________________
 AE3047* NAD 83(1986) POSITION- 44 53 24.99   (N) 093 23 57.04   (W)   HD_HELD1
 AE3047* NAVD 88 ORTHO HEIGHT -   279.159 (meters)      915.87  (feet) ADJUSTED
 AE3047  ______________________________________________________________________
 AE3047  GEOID HEIGHT    -        -26.945 (meters)                     GEOID18
 AE3047  DYNAMIC HEIGHT  -        279.152 (meters)      915.85  (feet) COMP
 AE3047  MODELED GRAVITY -    980,581.1   (mgal)                       NAVD 88
 AE3047
 AE3047  VERT ORDER      -  SECOND    CLASS I
 AE3047
 AE3047.The horizontal coordinates were determined by differentially corrected
 AE3047.hand held GPS observations or other comparable positioning techniques
 AE3047.and have an estimated accuracy of +/- 3 meters.
 AE3047
 AE3047.The orthometric height was determined by differential leveling and
 AE3047.adjusted by the NATIONAL GEODETIC SURVEY
 AE3047.in September 2013.
 AE3047
 AE3047.Significant digits in the geoid height do not necessarily reflect accuracy.
 AE3047.GEOID18 height accuracy estimate available here.
 AE3047
 AE3047.Click photographs - Photos may exist for this station.
 AE3047
 AE3047.The dynamic height is computed by dividing the NAVD 88
 AE3047.geopotential number by the normal gravity value computed on the
 AE3047.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE3047.degrees latitude (g = 980.6199 gals.).
 AE3047
 AE3047.The modeled gravity was interpolated from observed gravity values.
 AE3047
 AE3047;                    North         East    Units  Estimated Accuracy
 AE3047;SPC MN S     -   310,208.0     847,460.2     MT  (+/- 3 meters HH1 GPS) 
 AE3047
 AE3047_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK6847870838(NAD 83)
 AE3047
 AE3047                          SUPERSEDED SURVEY CONTROL
 AE3047
 AE3047  NAVD 88 (11/23/99)  279.150  (m)          915.84   (f) SUPERSEDED  2 1
 AE3047
 AE3047.Superseded values are not recommended for survey control.
 AE3047
 AE3047.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE3047.See file dsdata.pdf to determine how the superseded data were derived.
 AE3047
 AE3047_MARKER: DB = BENCH MARK DISK
 AE3047_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 AE3047_SP_SET: BRIDGE ABUTMENT
 AE3047_STAMPING: 2763 E 1978
 AE3047_MARK LOGO: MNHD
 AE3047_MAGNETIC: N = NO MAGNETIC MATERIAL
 AE3047_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AE3047_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AE3047+SATELLITE: SATELLITE OBSERVATIONS - April 08, 2015
 AE3047
 AE3047  HISTORY     - Date     Condition        Report By
 AE3047  HISTORY     - 1978     MONUMENTED       MNDT
 AE3047  HISTORY     - 20031102 GOOD             USPSQD
 AE3047  HISTORY     - 20070314 GOOD             MNDT
 AE3047  HISTORY     - 20070807 GOOD             MNDT
 AE3047  HISTORY     - 20111109 GOOD             MNDT
 AE3047  HISTORY     - 20150408 GOOD             MNDT
 AE3047
 AE3047                          STATION DESCRIPTION
 AE3047
 AE3047'DESCRIBED BY MN DEPT OF TRANSP 1978 (EGS)
 AE3047'THE MARK IS LOCATED IN THE CITY OF EDINA, AT THE JUNCTION OF TRUNK
 AE3047'HIGHWAYS 169 AND 212 AND COUNTY ROAD 18, WHICH IS 2.5 MILES NORTHERLY
 AE3047'ALONG HIGHWAYS 169 AND 212 FROM THEIR JUNCTION WITH INTERSTATE HIGHWAY
 AE3047'494 AT ROWLAND JUNCTION, 2.4 MILES WEST ALONG HIGHWAYS 169 AND 212
 AE3047'FROM THE JUNCTION OF TRUNK HIGHWAY 100 AND IS IN THE NW 1/4 OF SECTION
 AE3047'6, T116N, R21W.  THE MARK, A STANDARD MNDT BENCH MARK DISK
 AE3047'STAMPED---2763 E 1979---, IS SET IN THE SOUTHEAST CORNER OF BRIDGE
 AE3047'NUMBER 27080 (COUNTY ROAD 18 OVER HIGHWAYS 169 AND 212).  THE BRIDGE
 AE3047'IS AT HIGHWAY 169 MILEPOINT 121.1.
 AE3047
 AE3047                          STATION RECOVERY (2003)
 AE3047
 AE3047'RECOVERY NOTE BY US POWER SQUADRON 2003 (REA)
 AE3047'BRIDGE 27080 NOW CARRIES HWY 169 OVER HWY 212
 AE3047'ONLY STAMPING ON DISK IS, 19
 AE3047
 AE3047                          STATION RECOVERY (2007)
 AE3047
 AE3047'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (RDW)
 AE3047'RECOVERED AS DESCRIBED.  NOTE--DATE STAMPED ON DISK 1978.
 AE3047
 AE3047                          STATION RECOVERY (2007)
 AE3047
 AE3047'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (JJB)
 AE3047'THE MARK IS LOCATED ABOUT 6.0 MI (9.7 KM) NORTHWEST OF BLOOMINGTON,
 AE3047'4.3 MI (6.9 KM) NORTHEAST OF EDEN PRAIRIE AND 3.9 MI (6.3 KM)
 AE3047'SOUTHEAST OF HOPKINS.
 AE3047'
 AE3047'TO REACH TO THE MARK EDINA, IN WING WALL AT SOUTHEAST CORNER OF TRUNK
 AE3047'HIGHWAY 169 BRIDGE 27080 OVER TRUNK HIGHWAY 62, AT TRUNK HIGHWAY 169
 AE3047'MILE POINT 121.1.
 AE3047
 AE3047                          STATION RECOVERY (2011)
 AE3047
 AE3047'RECOVERY NOTE BY MN DEPT OF TRANSP 2011 (AKJ)
 AE3047'RECOVERED AS DESCRIBED.
 AE3047
 AE3047                          STATION RECOVERY (2015)
 AE3047
 AE3047'RECOVERY NOTE BY MN DEPT OF TRANSP 2015 (MAS)
 AE3047'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 AE3048 ***********************************************************************
 AE3048  DESIGNATION -  2763 F
 AE3048  PID         -  AE3048
 AE3048  STATE/COUNTY-  MN/HENNEPIN
 AE3048  COUNTRY     -  US
 AE3048  USGS QUAD   -  HOPKINS (2019)
 AE3048
 AE3048                         *CURRENT SURVEY CONTROL
 AE3048  ______________________________________________________________________
 AE3048* NAD 83(1986) POSITION- 44 53 21.47   (N) 093 23 12.96   (W)   HD_HELD1
 AE3048* NAVD 88 ORTHO HEIGHT -   273.780 (meters)      898.23  (feet) ADJUSTED
 AE3048  ______________________________________________________________________
 AE3048  GEOID HEIGHT    -        -26.962 (meters)                     GEOID18
 AE3048  DYNAMIC HEIGHT  -        273.773 (meters)      898.20  (feet) COMP
 AE3048  MODELED GRAVITY -    980,580.7   (mgal)                       NAVD 88
 AE3048
 AE3048  VERT ORDER      -  SECOND    CLASS I
 AE3048
 AE3048.The horizontal coordinates were determined by differentially corrected
 AE3048.hand held GPS observations or other comparable positioning techniques
 AE3048.and have an estimated accuracy of +/- 3 meters.
 AE3048
 AE3048.The orthometric height was determined by differential leveling and
 AE3048.adjusted by the NATIONAL GEODETIC SURVEY
 AE3048.in September 2013.
 AE3048
 AE3048.No vertical observational check was made to the station.
 AE3048
 AE3048.Significant digits in the geoid height do not necessarily reflect accuracy.
 AE3048.GEOID18 height accuracy estimate available here.
 AE3048
 AE3048.Click photographs - Photos may exist for this station.
 AE3048
 AE3048.The dynamic height is computed by dividing the NAVD 88
 AE3048.geopotential number by the normal gravity value computed on the
 AE3048.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE3048.degrees latitude (g = 980.6199 gals.).
 AE3048
 AE3048.The modeled gravity was interpolated from observed gravity values.
 AE3048
 AE3048;                    North         East    Units  Estimated Accuracy
 AE3048;SPC MN S     -   310,106.5     848,428.2     MT  (+/- 3 meters HH1 GPS) 
 AE3048
 AE3048_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK6944570725(NAD 83)
 AE3048
 AE3048                          SUPERSEDED SURVEY CONTROL
 AE3048
 AE3048  NAVD 88 (11/23/99)  273.777  (m)          898.22   (f) SUPERSEDED  2 1
 AE3048
 AE3048.Superseded values are not recommended for survey control.
 AE3048
 AE3048.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE3048.See file dsdata.pdf to determine how the superseded data were derived.
 AE3048
 AE3048_MARKER: DB = BENCH MARK DISK
 AE3048_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 AE3048_SP_SET: BRIDGE ABUTMENT
 AE3048_STAMPING: 2763 F 1979
 AE3048_MARK LOGO: MNHD
 AE3048_MAGNETIC: N = NO MAGNETIC MATERIAL
 AE3048_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AE3048_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AE3048+SATELLITE: SATELLITE OBSERVATIONS - April 08, 2015
 AE3048
 AE3048  HISTORY     - Date     Condition        Report By
 AE3048  HISTORY     - 19790401 MONUMENTED       MNHD
 AE3048  HISTORY     - 20070314 GOOD             MNDT
 AE3048  HISTORY     - 20070809 GOOD             MNDT
 AE3048  HISTORY     - 20111108 GOOD             MNDT
 AE3048  HISTORY     - 20150408 GOOD             MNDT
 AE3048
 AE3048                          STATION DESCRIPTION
 AE3048
 AE3048'DESCRIBED BY MN HIGHWAY DEPT 1979 (EGS)
 AE3048'THE MARK IS LOCATED IN THE CITY OF EDINA, 1.9 MILES WEST ALONG TRUNK
 AE3048'HIGHWAYS 169 AND 212 FROM THEIR JUNCTION WITH TRUNK HIGHWAY 100 AND IS
 AE3048'IN THE NE 1/4 OF SECTION 6, T116N, R21W.  THE MARK, A STANDARD MNDT
 AE3048'BENCH MARK DISK STAMPED---2763 F 1979---, IS SET IN THE SOUTHEAST
 AE3048'CORNER OF BRIDGE NUMBER 27082 (GLEASON ROAD OVER HIGHWAYS 169 AND
 AE3048'212).  THE BRIDGE IS AT HIGHWAY 169 MILEPOINT 121.7.
 AE3048
 AE3048                          STATION RECOVERY (2007)
 AE3048
 AE3048'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (RDW)
 AE3048'RECOVERED IN GOOD CONDITION.  DISK SET IN BRIDGE WHEN BUILT IN 1966
 AE3048'THEN STAMPED WHEN USED IN 1979.
 AE3048
 AE3048                          STATION RECOVERY (2007)
 AE3048
 AE3048'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (JJB)
 AE3048'THE MARK IS LOCATED ABOUT 5.5 MI (8.8 KM) NORTHWEST OF BLOOMINGTON,
 AE3048'4.8 MI (7.7 KM) EAST-NORTHEAST OF EDEN PRAIRIE AND 4.5 MI (7.2 KM)
 AE3048'EAST-SOUTHEAST OF HOPKINS.
 AE3048'
 AE3048'TO REACH TO THE MARK IN EDINA, 1.9 MI (3.1 KM) WEST OF THE JUNCTION OF
 AE3048'TRUNK HIGHWAY 169-TH 212 AND TRUNK HIGHWAY 100, IN SOUTHEAST CORNER OF
 AE3048'GLEASON ROAD BRIDGE 27082 OVER TRUNK HIGHWAY 169, AT TRUNK HIGHWAY 169
 AE3048'MILE POINT 123.1.
 AE3048
 AE3048                          STATION RECOVERY (2011)
 AE3048
 AE3048'RECOVERY NOTE BY MN DEPT OF TRANSP 2011 (PJG)
 AE3048'THE STATION IS LOCATED ABOUT 8.9 KM (5.5 MI) NORTHWEST OF BLOOMINGTON,
 AE3048'7.6 KM (4.7 MI) EAST-NORTHEAST OF EDEN PRAIRIE, 7.2 KM (4.5 MI)
 AE3048'EAST-SOUTHEAST OF HOPKINS AND IN EDINA.
 AE3048'
 AE3048'IN EDINA, 1.9 MI (3.1 KM) WEST OF THE JUNCTION OF TRUNK HIGHWAY 62 AND
 AE3048'TRUNK HIGHWAY TRUNK HIGHWAY 100, IN SOUTHEAST CORNER OF GLEASON ROAD
 AE3048'BRIDGE NUMBER 27082 OVER TRUNK HIGHWAY 169, AT TRUNK HIGHWAY 169 MILE
 AE3048'POINT 123.1.
 AE3048'
 AE3048'DISK SET IN BRIDGE WHEN BUILT IN 1966 THEN STAMPED WHEN USED IN 1979.
 AE3048
 AE3048                          STATION RECOVERY (2015)
 AE3048
 AE3048'RECOVERY NOTE BY MN DEPT OF TRANSP 2015 (MAS)
 AE3048'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 AE3049 ***********************************************************************
 AE3049  DESIGNATION -  2763 G
 AE3049  PID         -  AE3049
 AE3049  STATE/COUNTY-  MN/HENNEPIN
 AE3049  COUNTRY     -  US
 AE3049  USGS QUAD   -  HOPKINS (2019)
 AE3049
 AE3049                         *CURRENT SURVEY CONTROL
 AE3049  ______________________________________________________________________
 AE3049* NAD 83(1986) POSITION- 44 53 16.76   (N) 093 22 35.70   (W)   HD_HELD1
 AE3049* NAVD 88 ORTHO HEIGHT -   260.794 (meters)      855.62  (feet) ADJUSTED
 AE3049  ______________________________________________________________________
 AE3049  GEOID HEIGHT    -        -26.978 (meters)                     GEOID18
 AE3049  DYNAMIC HEIGHT  -        260.787 (meters)      855.60  (feet) COMP
 AE3049  MODELED GRAVITY -    980,580.6   (mgal)                       NAVD 88
 AE3049
 AE3049  VERT ORDER      -  SECOND    CLASS I
 AE3049
 AE3049.The horizontal coordinates were determined by differentially corrected
 AE3049.hand held GPS observations or other comparable positioning techniques
 AE3049.and have an estimated accuracy of +/- 3 meters.
 AE3049
 AE3049.The orthometric height was determined by differential leveling and
 AE3049.adjusted by the NATIONAL GEODETIC SURVEY
 AE3049.in September 2016.
 AE3049
 AE3049.Significant digits in the geoid height do not necessarily reflect accuracy.
 AE3049.GEOID18 height accuracy estimate available here.
 AE3049
 AE3049.Click photographs - Photos may exist for this station.
 AE3049
 AE3049.The dynamic height is computed by dividing the NAVD 88
 AE3049.geopotential number by the normal gravity value computed on the
 AE3049.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE3049.degrees latitude (g = 980.6199 gals.).
 AE3049
 AE3049.The modeled gravity was interpolated from observed gravity values.
 AE3049
 AE3049;                    North         East    Units  Estimated Accuracy
 AE3049;SPC MN S     -   309,967.3     849,246.9     MT  (+/- 3 meters HH1 GPS) 
 AE3049
 AE3049_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK7026170576(NAD 83)
 AE3049
 AE3049                          SUPERSEDED SURVEY CONTROL
 AE3049
 AE3049  NAVD 88 (09/18/13)  260.809  (m)          855.67   (f) SUPERSEDED  2 1
 AE3049  NAVD 88 (11/23/99)  260.951  (m)          856.14   (f) SUPERSEDED  2 2
 AE3049
 AE3049.Superseded values are not recommended for survey control.
 AE3049
 AE3049.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE3049.See file dsdata.pdf to determine how the superseded data were derived.
 AE3049
 AE3049_MARKER: DV = VERTICAL CONTROL DISK
 AE3049_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 AE3049+WITH SETTING: INTO GROUND
 AE3049_STAMPING: 2763 G 1979
 AE3049_MARK LOGO: MNHD
 AE3049_PROJECTION: PROJECTING 30 CENTIMETERS
 AE3049_MAGNETIC: I = MARKER IS A STEEL ROD
 AE3049_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AE3049_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AE3049+SATELLITE: SATELLITE OBSERVATIONS - April 08, 2015
 AE3049_ROD/PIPE-DEPTH: 2.4 meters
 AE3049
 AE3049  HISTORY     - Date     Condition        Report By
 AE3049  HISTORY     - 1979     MONUMENTED       MNDT
 AE3049  HISTORY     - 20070809 GOOD             MNDT
 AE3049  HISTORY     - 20111108 GOOD             MNDT
 AE3049  HISTORY     - 20150408 GOOD             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.
 AE3049
 AE3049                          STATION RECOVERY (2007)
 AE3049
 AE3049'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (JJB)
 AE3049'THE MARK IS LOCATED ABOUT 5.2 MI (8.4 KM) EAST-NORTHEAST OF EDEN
 AE3049'PRAIRIE, 5.0 MI (8.0 KM) NORTHWEST OF BLOOMINGTON AND 4.9 MI (7.9 KM)
 AE3049'EAST-SOUTHEAST OF HOPKINS.
 AE3049'
 AE3049'TO REACH TO THE MARK IN EDINA, 1.3 MI (2.1 KM) WEST OF THE JUNCTION OF
 AE3049'TRUNK HIGHWAY 169-TH 212 AND TRUNK HIGHWAY 100, 0.5 MI (0.8 KM) EAST
 AE3049'OF GLEASON ROAD, 0.4 MI (0.6 KM) WEST OF TRACY AVENUE, 95 FT (29.0 M)
 AE3049'SOUTH OF EASTBOUND TRUNK HIGHWAY 62 AT MILE POINT 107, 84 FT (25.6 M)
 AE3049'SOUTHWEST OF SOUTH END OF 9 MI (14.5 KM) CREEK CULVERT UNDER TRUNK
 AE3049'HIGHWAY 169, 5 FT (1.5 M) NORTH OF A FENCE, 1 FT (0.3 M) NORTH OF A
 AE3049'WITNESS POST.
 AE3049
 AE3049                          STATION RECOVERY (2011)
 AE3049
 AE3049'RECOVERY NOTE BY MN DEPT OF TRANSP 2011 (PJG)
 AE3049'THE STATION IS LOCATED ABOUT 8.3 KM (5.2 MI) EAST-NORTHEAST OF EDEN
 AE3049'PRAIRIE, 8.1 KM (5.0 MI) NORTHWEST OF BLOOMINGTON, 7.9 KM (4.9 MI)
 AE3049'EAST-SOUTHEAST OF HOPKINS AND IN EDINA.
 AE3049'
 AE3049'IN EDINA, 1.3 MI (2.1 KM) EAST ALONG TRUNK HIGHWAY 62 FROM THE
 AE3049'JUNCTION OF TRUNK HIGHWAY 62 AND TRUNK HIGHWAY 169 IN EDINA, 0.5 MI
 AE3049'(0.8 KM) EAST OF GLEASON ROAD, 0.4 MI (0.6 KM) WEST OF TRACY AVENUE.
 AE3049'
 AE3049'THE STATION IS LOCATED 95.0 FT (29.0 M) SOUTH OF EASTBOUND TRUNK
 AE3049'HIGHWAY 62 AT MILE POINT 107, 84.0 FT (25.6 M) SOUTHWEST OF SOUTH END
 AE3049'OF NINE MI (14.5 KM) CREEK CULVERT, UNDER TRUNK HIGHWAY 169, 5.0 FT
 AE3049'(1.5 M) NORTH OF A FENCE AND 1.0 FT (0.3 M) NORTH OF A WITNESS POST.
 AE3049
 AE3049                          STATION RECOVERY (2015)
 AE3049
 AE3049'RECOVERY NOTE BY MN DEPT OF TRANSP 2015 (KMS)
 AE3049'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 AE3050 ***********************************************************************
 AE3050  DESIGNATION -  2763 H
 AE3050  PID         -  AE3050
 AE3050  STATE/COUNTY-  MN/HENNEPIN
 AE3050  COUNTRY     -  US
 AE3050  USGS QUAD   -  MINNEAPOLIS SOUTH (2019)
 AE3050
 AE3050                         *CURRENT SURVEY CONTROL
 AE3050  ______________________________________________________________________
 AE3050* NAD 83(1986) POSITION- 44 53 13.67   (N) 093 22 08.16   (W)   HD_HELD1
 AE3050* NAVD 88 ORTHO HEIGHT -   266.723 (meters)      875.07  (feet) ADJUSTED
 AE3050  ______________________________________________________________________
 AE3050  GEOID HEIGHT    -        -26.989 (meters)                     GEOID18
 AE3050  DYNAMIC HEIGHT  -        266.716 (meters)      875.05  (feet) COMP
 AE3050  MODELED GRAVITY -    980,580.4   (mgal)                       NAVD 88
 AE3050
 AE3050  VERT ORDER      -  SECOND    CLASS I
 AE3050
 AE3050.The horizontal coordinates were determined by differentially corrected
 AE3050.hand held GPS observations or other comparable positioning techniques
 AE3050.and have an estimated accuracy of +/- 3 meters.
 AE3050
 AE3050.The orthometric height was determined by differential leveling and
 AE3050.adjusted by the NATIONAL GEODETIC SURVEY
 AE3050.in September 2013.
 AE3050
 AE3050.No vertical observational check was made to the station.
 AE3050
 AE3050.Significant digits in the geoid height do not necessarily reflect accuracy.
 AE3050.GEOID18 height accuracy estimate available here.
 AE3050
 AE3050.Click photographs - Photos may exist for this station.
 AE3050
 AE3050.The dynamic height is computed by dividing the NAVD 88
 AE3050.geopotential number by the normal gravity value computed on the
 AE3050.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE3050.degrees latitude (g = 980.6199 gals.).
 AE3050
 AE3050.The modeled gravity was interpolated from observed gravity values.
 AE3050
 AE3050;                    North         East    Units  Estimated Accuracy
 AE3050;SPC MN S     -   309,876.6     849,851.9     MT  (+/- 3 meters HH1 GPS) 
 AE3050
 AE3050_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK7086570478(NAD 83)
 AE3050
 AE3050                          SUPERSEDED SURVEY CONTROL
 AE3050
 AE3050  NAVD 88 (11/23/99)  266.735  (m)          875.11   (f) SUPERSEDED  2 2
 AE3050
 AE3050.Superseded values are not recommended for survey control.
 AE3050
 AE3050.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE3050.See file dsdata.pdf to determine how the superseded data were derived.
 AE3050
 AE3050_MARKER: DB = BENCH MARK DISK
 AE3050_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 AE3050_SP_SET: BRIDGE ABUTMENT
 AE3050_STAMPING: 2763 H 1979
 AE3050_MARK LOGO: MNHD
 AE3050_MAGNETIC: N = NO MAGNETIC MATERIAL
 AE3050_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AE3050_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AE3050+SATELLITE: SATELLITE OBSERVATIONS - April 08, 2015
 AE3050
 AE3050  HISTORY     - Date     Condition        Report By
 AE3050  HISTORY     - 19781201 MONUMENTED       MNHD
 AE3050  HISTORY     - 20041008 GOOD             USPSQD
 AE3050  HISTORY     - 20070809 GOOD             MNDT
 AE3050  HISTORY     - 20111108 GOOD             MNDT
 AE3050  HISTORY     - 20150408 GOOD             MNDT
 AE3050
 AE3050                          STATION DESCRIPTION
 AE3050
 AE3050'DESCRIBED BY MN HIGHWAY DEPT 1978 (EGS)
 AE3050'THE MARK IS LOCATED IN THE CITY OF EDINA, IS 0.9 MILE WEST ALONG TRUNK
 AE3050'HIGHWAYS 169 AND 212 FROM THEIR JUNCTION WITH TRUNK HIGHWAY 100 AND IS
 AE3050'IN THE NE 1/4 OF SECTION 5, T116N, R21W.  THE MARK, A STANDARD MNDT
 AE3050'BENCH MARK DISK STAMPED---2763 H 1979---, IS SET IN THE SOUTHEAST
 AE3050'CORNER OF BRIDGE NUMBER 27083 (TRACY AVENUE OVER HIGHWAYS 169 AND
 AE3050'212).  THE BRIDGE IS AT HIGHWAY 169 MILEPOINT 122.6.
 AE3050
 AE3050                          STATION RECOVERY (2004)
 AE3050
 AE3050'RECOVERY NOTE BY US POWER SQUADRON 2004 (ATD)
 AE3050'RECOVERED IN GOOD CONDITION AS DESCRIBED WITH THE FOLLOWING CHANGE.
 AE3050'REMOVE HIGHWAY 212 AND 169 FROM  DESCRIPTION AND ADD MN HIGHWAY 62
 AE3050'EAST OF TH 100. SPSPS ATD
 AE3050
 AE3050                          STATION RECOVERY (2007)
 AE3050
 AE3050'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (JJB)
 AE3050'THE MARK IS LOCATED ABOUT 5.5 MI (8.8 KM) EAST-NORTHEAST OF EDEN
 AE3050'PRAIRIE, 5.3 MI (8.5 KM) EAST-SOUTHEAST OF HOPKINS AND 4.7 MI (7.6 KM)
 AE3050'NORTHWEST OF BLOOMINGTON.
 AE3050'
 AE3050'TO REACH TO THE MARK IN EDINA, 0.9 MI (1.4 KM) WEST OF THE JUNCTION OF
 AE3050'TRUNK HIGHWAY 169-TH 212 AND TRUNK HIGHWAY 100, IN SOUTHEAST CORNER OF
 AE3050'TRACY AVENUE BRIDGE 27083 OVER TRUNK HIGHWAY 169, AT TRUNK HIGHWAY 169
 AE3050'MI (271.9 KM) POINT 122.6.
 AE3050
 AE3050                          STATION RECOVERY (2011)
 AE3050
 AE3050'RECOVERY NOTE BY MN DEPT OF TRANSP 2011 (PJG)
 AE3050'THE STATION IS LOCATED ABOUT 8.8 KM (5.5 MI) EAST-NORTHEAST OF EDEN
 AE3050'PRAIRIE, 8.5 KM (5.3 MI) EAST-SOUTHEAST OF HOPKINS, 7.6 KM (4.7 MI)
 AE3050'NORTHWEST OF BLOOMINGTON AND IN EDINA.
 AE3050'
 AE3050'IN EDINA, 0.9 MI (1.4 KM) WEST OF ALONG TRUNK HIGHWAY 62 FROM THE
 AE3050'JUNCTION OF TRUNK HIGHWAY 62 AND TRUNK HIGHWAY 100 IN EDINA.
 AE3050'
 AE3050'THE STATION IS LOCATED IN SOUTHEAST CORNER OF TRACY AVENUE (VALLEY
 AE3050'VIEW ROAD) BRIDGE NUMBER 27083 OVER TRUNK HIGHWAY 62, AT TRUNK HIGHWAY
 AE3050'169 MILE POINT 122.6.
 AE3050
 AE3050                          STATION RECOVERY (2015)
 AE3050
 AE3050'RECOVERY NOTE BY MN DEPT OF TRANSP 2015 (MAS)
 AE3050'THE STATION IS LOCATED ABOUT 5.5 MI (8.8 KM) EAST-NORTHEAST OF EDEN
 AE3050'PRAIRIE, 5.3 MI (8.5 KM) EAST-SOUTHEAST OF HOPKINS AND 4.7 MI (7.6 KM)
 AE3050'NORTHWEST OF BLOOMINGTON.
 AE3050'
 AE3050'TO REACH THE MARK GO 0.9 MI (1.4 KM) WEST OF ALONG TRUNK HIGHWAY 62
 AE3050'FROM THE JUNCTION OF TRUNK HIGHWAY 62 AND TRUNK HIGHWAY 100 IN EDINA,
 AE3050'IN SOUTHEAST CORNER OF TRACY AVENUE BRIDGE NUMBER 27083 OVER TRUNK
 AE3050'HIGHWAY 62.
 AE3050'
 AE3050'THE MARK IS LOCATED 22.5 FT (6.9 M) EAST OF TRACY AVENUE, MARK SET IN
 AE3050'BRIDGE IN 1978 WHEN BUILT, BUT STAMPED IN 1979 WHEN FIRST USED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 AE3052 ***********************************************************************
 AE3052  DESIGNATION -  2763 K
 AE3052  PID         -  AE3052
 AE3052  STATE/COUNTY-  MN/HENNEPIN
 AE3052  COUNTRY     -  US
 AE3052  USGS QUAD   -  MINNEAPOLIS SOUTH (2019)
 AE3052
 AE3052                         *CURRENT SURVEY CONTROL
 AE3052  ______________________________________________________________________
 AE3052* NAD 83(1986) POSITION- 44 53 21.85   (N) 093 21 29.93   (W)   HD_HELD1
 AE3052* NAVD 88 ORTHO HEIGHT -   290.109 (meters)      951.80  (feet) ADJUSTED
 AE3052  ______________________________________________________________________
 AE3052  GEOID HEIGHT    -        -27.004 (meters)                     GEOID18
 AE3052  DYNAMIC HEIGHT  -        290.101 (meters)      951.77  (feet) COMP
 AE3052  MODELED GRAVITY -    980,580.2   (mgal)                       NAVD 88
 AE3052
 AE3052  VERT ORDER      -  SECOND    CLASS I
 AE3052
 AE3052.The horizontal coordinates were determined by differentially corrected
 AE3052.hand held GPS observations or other comparable positioning techniques
 AE3052.and have an estimated accuracy of +/- 3 meters.
 AE3052
 AE3052.The orthometric height was determined by differential leveling and
 AE3052.adjusted by the NATIONAL GEODETIC SURVEY
 AE3052.in September 2013.
 AE3052
 AE3052.No vertical observational check was made to the station.
 AE3052
 AE3052.Significant digits in the geoid height do not necessarily reflect accuracy.
 AE3052.GEOID18 height accuracy estimate available here.
 AE3052
 AE3052.Click photographs - Photos may exist for this station.
 AE3052
 AE3052.The dynamic height is computed by dividing the NAVD 88
 AE3052.geopotential number by the normal gravity value computed on the
 AE3052.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE3052.degrees latitude (g = 980.6199 gals.).
 AE3052
 AE3052.The modeled gravity was interpolated from observed gravity values.
 AE3052
 AE3052;                    North         East    Units  Estimated Accuracy
 AE3052;SPC MN S     -   310,135.6     850,688.8     MT  (+/- 3 meters HH1 GPS) 
 AE3052
 AE3052_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK7170570727(NAD 83)
 AE3052
 AE3052                          SUPERSEDED SURVEY CONTROL
 AE3052
 AE3052  NAVD 88 (11/23/99)  290.103  (m)          951.78   (f) SUPERSEDED  2 2
 AE3052
 AE3052.Superseded values are not recommended for survey control.
 AE3052
 AE3052.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE3052.See file dsdata.pdf to determine how the superseded data were derived.
 AE3052
 AE3052_MARKER: DB = BENCH MARK DISK
 AE3052_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 AE3052_SP_SET: BRIDGE ABUTMENT
 AE3052_STAMPING: 2763 K 1979
 AE3052_MARK LOGO: MNHD
 AE3052_MAGNETIC: N = NO MAGNETIC MATERIAL
 AE3052_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AE3052_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AE3052+SATELLITE: SATELLITE OBSERVATIONS - April 08, 2015
 AE3052
 AE3052  HISTORY     - Date     Condition        Report By
 AE3052  HISTORY     - 1979     MONUMENTED       MNDT
 AE3052  HISTORY     - 1980     GOOD             MNDT
 AE3052  HISTORY     - 20070809 GOOD             MNDT
 AE3052  HISTORY     - 20120410 GOOD             MNDT
 AE3052  HISTORY     - 20150408 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.
 AE3052
 AE3052                          STATION RECOVERY (2007)
 AE3052
 AE3052'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (JJB)
 AE3052'THE MARK IS LOCATED ABOUT 6.0 MI (9.7 KM) EAST-NORTHEAST OF EDEN
 AE3052'PRAIRIE, 5.7 MI (9.2 KM) EAST-SOUTHEAST OF HOPKINS AND 4.5 MI (7.2 KM)
 AE3052'NORTHWEST OF BLOOMINGTON.
 AE3052'
 AE3052'TO REACH TO THE MARK IN EDINA, 0.4 MI (0.6 KM) WEST OF THE JUNCTION OF
 AE3052'TRUNK HIGHWAY 169-TH 212 AND TRUNK HIGHWAY 100, IN SOUTHEAST CORNER OF
 AE3052'WYMAN AVENUE BRIDGE 27084 OVER TRUNK HIGHWAY 169, AT TRUNK HIGHWAY 169
 AE3052'MILE POINT 123.1.
 AE3052
 AE3052                          STATION RECOVERY (2012)
 AE3052
 AE3052'RECOVERY NOTE BY MN DEPT OF TRANSP 2012 (BJB)
 AE3052'RECOVERED AS DESCRIBED.
 AE3052
 AE3052                          STATION RECOVERY (2015)
 AE3052
 AE3052'RECOVERY NOTE BY MN DEPT OF TRANSP 2015 (MAS)
 AE3052'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DP9936 ***********************************************************************
 DP9936  DESIGNATION -  2763 L
 DP9936  PID         -  DP9936
 DP9936  STATE/COUNTY-  MN/HENNEPIN
 DP9936  COUNTRY     -  US
 DP9936  USGS QUAD   -  MINNEAPOLIS SOUTH (2019)
 DP9936
 DP9936                         *CURRENT SURVEY CONTROL
 DP9936  ______________________________________________________________________
 DP9936* NAD 83(2011) POSITION- 44 53 15.33516(N) 093 22 04.64884(W)   ADJUSTED
 DP9936* NAD 83(2011) ELLIP HT-   233.882 (meters)        (06/08/16)   ADJUSTED
 DP9936* NAD 83(2011) EPOCH   -  2010.00
 DP9936* NAVD 88 ORTHO HEIGHT -   260.869 (meters)      855.87  (feet) ADJUSTED
 DP9936  ______________________________________________________________________
 DP9936  GEOID HEIGHT    -        -26.991 (meters)                     GEOID18
 DP9936  NAD 83(2011) X  -   -265,928.080 (meters)                     COMP
 DP9936  NAD 83(2011) Y  - -4,518,762.850 (meters)                     COMP
 DP9936  NAD 83(2011) Z  -  4,478,671.729 (meters)                     COMP
 DP9936  LAPLACE CORR    -         -3.82  (seconds)                    DEFLEC18
 DP9936  DYNAMIC HEIGHT  -        260.861 (meters)      855.84  (feet) COMP
 DP9936  MODELED GRAVITY -    980,580.4   (mgal)                       NAVD 88
 DP9936
 DP9936  VERT ORDER      -  SECOND    CLASS I
 DP9936
 DP9936  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DP9936  Standards:
 DP9936         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DP9936            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DP9936  -------------------------------------------------------------------
 DP9936  NETWORK    1.04   1.72           0.47   0.37   0.88      0.07011393
 DP9936  -------------------------------------------------------------------
 DP9936  Click here for local accuracies and other accuracy information.
 DP9936
 DP9936.The horizontal coordinates were established by GPS observations
 DP9936.and adjusted by the MN DEPT OF TRANSP in June 2016.
 DP9936
 DP9936.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DP9936.been affixed to the stable North American tectonic plate. See 
 DP9936.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DP9936
 DP9936.The horizontal coordinates are valid at the epoch date displayed above
 DP9936.which is a decimal equivalence of Year/Month/Day.
 DP9936
 DP9936.The orthometric height was determined by differential leveling and
 DP9936.adjusted by the NATIONAL GEODETIC SURVEY
 DP9936.in September 2016.
 DP9936
 DP9936.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP9936.GEOID18 height accuracy estimate available here.
 DP9936
 DP9936.Click photographs - Photos may exist for this station.
 DP9936
 DP9936.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DP9936
 DP9936.The Laplace correction was computed from DEFLEC18 derived deflections.
 DP9936
 DP9936.The ellipsoidal height was determined by GPS observations
 DP9936.and is referenced to NAD 83.
 DP9936
 DP9936.The dynamic height is computed by dividing the NAVD 88
 DP9936.geopotential number by the normal gravity value computed on the
 DP9936.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP9936.degrees latitude (g = 980.6199 gals.).
 DP9936
 DP9936.The modeled gravity was interpolated from observed gravity values.
 DP9936
 DP9936. The following values were computed from the NAD 83(2011) position.
 DP9936
 DP9936;                    North         East     Units Scale Factor Converg.
 DP9936;SPC MN S     -   309,928.547   849,928.596   MT  0.99994472   +0 26 34.9
 DP9936;SPC MN S     - 1,016,823.91  2,788,474.07   sFT  0.99994472   +0 26 34.9
 DP9936;UTM  15      - 4,970,529.389   470,942.631   MT  0.99961038   -0 15 34.8
 DP9936
 DP9936!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DP9936!SPC MN S     -   0.99996333  x   0.99994472  =   0.99990805
 DP9936!UTM  15      -   0.99996333  x   0.99961038  =   0.99957373
 DP9936
 DP9936_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK7094270529(NAD 83)
 DP9936
 DP9936                          SUPERSEDED SURVEY CONTROL
 DP9936
 DP9936.No superseded survey control is available for this station.
 DP9936
 DP9936_MARKER: F = FLANGE-ENCASED ROD
 DP9936_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DP9936_STAMPING: 2763 L 2015
 DP9936_MARK LOGO: MNDT
 DP9936_PROJECTION: RECESSED 5 CENTIMETERS
 DP9936_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DP9936_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DP9936_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP9936+SATELLITE: SATELLITE OBSERVATIONS - April 27, 2015
 DP9936_ROD/PIPE-DEPTH: 10.4 meters
 DP9936
 DP9936  HISTORY     - Date     Condition        Report By
 DP9936  HISTORY     - 20150427 MONUMENTED       MNDT
 DP9936
 DP9936                          STATION DESCRIPTION
 DP9936
 DP9936'DESCRIBED BY MN DEPT OF TRANSP 2015
 DP9936'THE STATION IS LOCATED ABOUT 5.5 MI (8.8 KM) EAST-NORTHEAST OF EDEN
 DP9936'PRAIRIE, 5.3 MI (8.5 KM) EAST-SOUTHEAST OF HOPKINS AND 4.7 MI (7.6 KM)
 DP9936'NORTHWEST OF BLOOMINGTON.
 DP9936'
 DP9936'TO REACH THE MARK GO 0.9 MI (1.4 KM) WEST ALONG TRUNK HIGHWAY 62 FROM
 DP9936'THE JUNCTION OF TRUNK HIGHWAY 62 AND TRUNK HIGHWAY 100 IN EDINA, AT
 DP9936'TRUNK HIGHWAY 62 MILE POINT 107.4.
 DP9936'
 DP9936'THE MARK IS LOCATED 40.7 FT (12.4 M) NORTHWEST OF WESTBOUND TRUNK
 DP9936'HIGHWAY 62 FOG LINE, 1.5 SOUTHEAST OF A WITNESS POST.
 DP9936'
 DP9936'NOTE - THE STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM
 DP9936'ROD DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION REMOVABLE
 DP9936'DISK SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH
 DP9936'PVC PIPE BACK FILLED WITH WASHED SAND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DP9937 ***********************************************************************
 DP9937  DESIGNATION -  2763 M
 DP9937  PID         -  DP9937
 DP9937  STATE/COUNTY-  MN/HENNEPIN
 DP9937  COUNTRY     -  US
 DP9937  USGS QUAD   -  HOPKINS (2019)
 DP9937
 DP9937                         *CURRENT SURVEY CONTROL
 DP9937  ______________________________________________________________________
 DP9937* NAD 83(2011) POSITION- 44 53 24.33260(N) 093 23 16.90116(W)   ADJUSTED
 DP9937* NAD 83(2011) ELLIP HT-   244.670 (meters)        (06/08/16)   ADJUSTED
 DP9937* NAD 83(2011) EPOCH   -  2010.00
 DP9937* NAVD 88 ORTHO HEIGHT -   271.636 (meters)      891.19  (feet) ADJUSTED
 DP9937  ______________________________________________________________________
 DP9937  GEOID HEIGHT    -        -26.961 (meters)                     GEOID18
 DP9937  NAD 83(2011) X  -   -267,499.804 (meters)                     COMP
 DP9937  NAD 83(2011) Y  - -4,518,481.372 (meters)                     COMP
 DP9937  NAD 83(2011) Z  -  4,478,876.126 (meters)                     COMP
 DP9937  LAPLACE CORR    -         -3.78  (seconds)                    DEFLEC18
 DP9937  DYNAMIC HEIGHT  -        271.628 (meters)      891.17  (feet) COMP
 DP9937  MODELED GRAVITY -    980,580.8   (mgal)                       NAVD 88
 DP9937
 DP9937  VERT ORDER      -  SECOND    CLASS I
 DP9937
 DP9937  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DP9937  Standards:
 DP9937         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DP9937            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DP9937  -------------------------------------------------------------------
 DP9937  NETWORK    1.00   1.43           0.44   0.37   0.73      0.07703937
 DP9937  -------------------------------------------------------------------
 DP9937  Click here for local accuracies and other accuracy information.
 DP9937
 DP9937.The horizontal coordinates were established by GPS observations
 DP9937.and adjusted by the MN DEPT OF TRANSP in June 2016.
 DP9937
 DP9937.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DP9937.been affixed to the stable North American tectonic plate. See 
 DP9937.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DP9937
 DP9937.The horizontal coordinates are valid at the epoch date displayed above
 DP9937.which is a decimal equivalence of Year/Month/Day.
 DP9937
 DP9937.The orthometric height was determined by differential leveling and
 DP9937.adjusted by the NATIONAL GEODETIC SURVEY
 DP9937.in September 2016.
 DP9937
 DP9937.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP9937.GEOID18 height accuracy estimate available here.
 DP9937
 DP9937.Click photographs - Photos may exist for this station.
 DP9937
 DP9937.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DP9937
 DP9937.The Laplace correction was computed from DEFLEC18 derived deflections.
 DP9937
 DP9937.The ellipsoidal height was determined by GPS observations
 DP9937.and is referenced to NAD 83.
 DP9937
 DP9937.The dynamic height is computed by dividing the NAVD 88
 DP9937.geopotential number by the normal gravity value computed on the
 DP9937.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP9937.degrees latitude (g = 980.6199 gals.).
 DP9937
 DP9937.The modeled gravity was interpolated from observed gravity values.
 DP9937
 DP9937. The following values were computed from the NAD 83(2011) position.
 DP9937
 DP9937;                    North         East     Units Scale Factor Converg.
 DP9937;SPC MN S     -   310,194.204   848,341.097   MT  0.99994501   +0 25 44.2
 DP9937;SPC MN S     - 1,017,695.48  2,783,265.75   sFT  0.99994501   +0 25 44.2
 DP9937;UTM  15      - 4,970,814.402   469,359.038   MT  0.99961154   -0 16 25.9
 DP9937
 DP9937!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DP9937!SPC MN S     -   0.99996164  x   0.99994501  =   0.99990665
 DP9937!UTM  15      -   0.99996164  x   0.99961154  =   0.99957319
 DP9937
 DP9937_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK6935970814(NAD 83)
 DP9937
 DP9937                          SUPERSEDED SURVEY CONTROL
 DP9937
 DP9937.No superseded survey control is available for this station.
 DP9937
 DP9937_MARKER: F = FLANGE-ENCASED ROD
 DP9937_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DP9937_STAMPING: 2763 M 2015
 DP9937_MARK LOGO: MNDT
 DP9937_PROJECTION: RECESSED 5 CENTIMETERS
 DP9937_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DP9937_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DP9937_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP9937+SATELLITE: SATELLITE OBSERVATIONS - April 27, 2015
 DP9937_ROD/PIPE-DEPTH: 5.8 meters
 DP9937
 DP9937  HISTORY     - Date     Condition        Report By
 DP9937  HISTORY     - 20150427 MONUMENTED       MNDT
 DP9937
 DP9937                          STATION DESCRIPTION
 DP9937
 DP9937'DESCRIBED BY MN DEPT OF TRANSP 2015
 DP9937'THE STATION IS LOCATED ABOUT 5.6 MI (9.0 KM) NORTHWEST OF BLOOMINGTON,
 DP9937'4.7 MI (7.6 KM) EAST-NORTHEAST OF EDEN PRAIRIE AND 4.4 MI (7.1 KM)
 DP9937'EAST-SOUTHEAST OF HOPKINS.
 DP9937'
 DP9937'TO REACH THE MARK GO 1.9 MI (3.1 KM) WEST ALONG TRUNK HIGHWAY 62 FROM
 DP9937'THE JUNCTION OF TRUNK HIGHWAY 62 AND TRUNK HIGHWAY 100 IN EDINA, AT
 DP9937'TRUNK HIGHWAY 62 MILE POINT 106.4.
 DP9937'
 DP9937'THE MARK IS LOCATED 104.0 FT (31.7 M) NORTH OF WESTBOUND TRUNK HIGHWAY
 DP9937'62 FOG LINE, 146.5 FT (44.7 M) SOUTH OF RAMP FROM GLEASON ROAD TO
 DP9937'WESTBOUND TRUNK HIGHWAY 62 FOG LINE, 1.5 FT (0.5 M) SOUTH OF A WITNESS
 DP9937'POST.
 DP9937'
 DP9937'NOTE - THE STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM
 DP9937'ROD DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION REMOVABLE
 DP9937'DISK SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH
 DP9937'PVC PIPE BACK FILLED WITH WASHED SAND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DP9938 ***********************************************************************
 DP9938  DESIGNATION -  2763 N
 DP9938  PID         -  DP9938
 DP9938  STATE/COUNTY-  MN/HENNEPIN
 DP9938  COUNTRY     -  US
 DP9938  USGS QUAD   -  HOPKINS (2019)
 DP9938
 DP9938                         *CURRENT SURVEY CONTROL
 DP9938  ______________________________________________________________________
 DP9938* NAD 83(2011) POSITION- 44 53 27.43000(N) 093 24 04.94082(W)   ADJUSTED
 DP9938* NAD 83(2011) ELLIP HT-   249.053 (meters)        (06/08/16)   ADJUSTED
 DP9938* NAD 83(2011) EPOCH   -  2010.00
 DP9938* NAVD 88 ORTHO HEIGHT -   275.997 (meters)      905.50  (feet) ADJUSTED
 DP9938  ______________________________________________________________________
 DP9938  GEOID HEIGHT    -        -26.942 (meters)                     GEOID18
 DP9938  NAD 83(2011) X  -   -268,548.345 (meters)                     COMP
 DP9938  NAD 83(2011) Y  - -4,518,354.683 (meters)                     COMP
 DP9938  NAD 83(2011) Z  -  4,478,946.961 (meters)                     COMP
 DP9938  LAPLACE CORR    -         -3.72  (seconds)                    DEFLEC18
 DP9938  DYNAMIC HEIGHT  -        275.989 (meters)      905.47  (feet) COMP
 DP9938  MODELED GRAVITY -    980,581.2   (mgal)                       NAVD 88
 DP9938
 DP9938  VERT ORDER      -  SECOND    CLASS I
 DP9938
 DP9938  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DP9938  Standards:
 DP9938         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DP9938            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DP9938  -------------------------------------------------------------------
 DP9938  NETWORK    1.03   1.57           0.46   0.37   0.80      0.03882207
 DP9938  -------------------------------------------------------------------
 DP9938  Click here for local accuracies and other accuracy information.
 DP9938
 DP9938.The horizontal coordinates were established by GPS observations
 DP9938.and adjusted by the MN DEPT OF TRANSP in June 2016.
 DP9938
 DP9938.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DP9938.been affixed to the stable North American tectonic plate. See 
 DP9938.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DP9938
 DP9938.The horizontal coordinates are valid at the epoch date displayed above
 DP9938.which is a decimal equivalence of Year/Month/Day.
 DP9938
 DP9938.The orthometric height was determined by differential leveling and
 DP9938.adjusted by the NATIONAL GEODETIC SURVEY
 DP9938.in September 2016.
 DP9938
 DP9938.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP9938.GEOID18 height accuracy estimate available here.
 DP9938
 DP9938.Click photographs - Photos may exist for this station.
 DP9938
 DP9938.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DP9938
 DP9938.The Laplace correction was computed from DEFLEC18 derived deflections.
 DP9938
 DP9938.The ellipsoidal height was determined by GPS observations
 DP9938.and is referenced to NAD 83.
 DP9938
 DP9938.The dynamic height is computed by dividing the NAVD 88
 DP9938.geopotential number by the normal gravity value computed on the
 DP9938.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP9938.degrees latitude (g = 980.6199 gals.).
 DP9938
 DP9938.The modeled gravity was interpolated from observed gravity values.
 DP9938
 DP9938. The following values were computed from the NAD 83(2011) position.
 DP9938
 DP9938;                    North         East     Units Scale Factor Converg.
 DP9938;SPC MN S     -   310,282.006   847,286.314   MT  0.99994511   +0 25 10.5
 DP9938;SPC MN S     - 1,017,983.55  2,779,805.18   sFT  0.99994511   +0 25 10.5
 DP9938;UTM  15      - 4,970,915.101   468,305.762   MT  0.99961235   -0 16 59.8
 DP9938
 DP9938!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DP9938!SPC MN S     -   0.99996095  x   0.99994511  =   0.99990606
 DP9938!UTM  15      -   0.99996095  x   0.99961235  =   0.99957332
 DP9938
 DP9938_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK6830570915(NAD 83)
 DP9938
 DP9938                          SUPERSEDED SURVEY CONTROL
 DP9938
 DP9938.No superseded survey control is available for this station.
 DP9938
 DP9938_MARKER: F = FLANGE-ENCASED ROD
 DP9938_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DP9938_STAMPING: 2763 N 2015
 DP9938_MARK LOGO: MNDT
 DP9938_PROJECTION: RECESSED 3 CENTIMETERS
 DP9938_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DP9938_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DP9938_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP9938+SATELLITE: SATELLITE OBSERVATIONS - April 28, 2015
 DP9938_ROD/PIPE-DEPTH: 4.0 meters
 DP9938
 DP9938  HISTORY     - Date     Condition        Report By
 DP9938  HISTORY     - 20150428 MONUMENTED       MNDT
 DP9938
 DP9938                          STATION DESCRIPTION
 DP9938
 DP9938'DESCRIBED BY MN DEPT OF TRANSP 2015
 DP9938'THE STATION IS LOCATED ABOUT 6.1 MI (9.8 KM) NORTHWEST OF BLOOMINGTON,
 DP9938'4.2 MI (6.8 KM) NORTHEAST OF EDEN PRAIRIE AND 3.8 MI (6.1 KM)
 DP9938'SOUTHEAST OF HOPKINS.
 DP9938'
 DP9938'TO REACH THE MARK GO 0.1 MI (0.2 KM) WEST ALONG TRUNK HIGHWAY 62 FROM
 DP9938'THE JUNCTION OF TRUNK HIGHWAY 62 AND TRUNK HIGHWAY 169 IN EDEN
 DP9938'PRAIRIE, AT TRUNK HIGHWAY 62 MILE POINT 105.75.
 DP9938'
 DP9938'THE MARK IS LOCATED 36.5 FT (11.1 M) NORTH OF WESTBOUND TRUNK HIGHWAY
 DP9938'62 FOG LINE, 92.9 FT (28.3 M) SOUTHEAST OF RAMP FROM SOUTHBOUND TRUNK
 DP9938'HIGHWAY 169 TO WESTBOUND TRUNK HIGHWAY 62, 1.5 FT (0.5 M) SOUTH OF A
 DP9938'WITNESS POST.
 DP9938'
 DP9938'NOTE - THE STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM
 DP9938'ROD DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION REMOVABLE
 DP9938'DISK SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH
 DP9938'PVC PIPE BACK FILLED WITH WASHED SAND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 QO0887 ***********************************************************************
 QO0887  DESIGNATION -  277/2 CAP
 QO0887  PID         -  QO0887
 QO0887  STATE/COUNTY-  MN/SHERBURNE
 QO0887  COUNTRY     -  US
 QO0887  USGS QUAD   -  BIG LAKE (2019)
 QO0887
 QO0887                         *CURRENT SURVEY CONTROL
 QO0887  ______________________________________________________________________
 QO0887* NAD 83(1986) POSITION- 45 18 00.     (N) 093 40 33.     (W)   SCALED
 QO0887* NAVD 88 ORTHO HEIGHT -   272.884 (meters)      895.29  (feet) ADJUSTED
 QO0887  ______________________________________________________________________
 QO0887  GEOID HEIGHT    -        -28.045 (meters)                     GEOID18
 QO0887  DYNAMIC HEIGHT  -        272.864 (meters)      895.22  (feet) COMP
 QO0887  MODELED GRAVITY -    980,538.7   (mgal)                       NAVD 88
 QO0887
 QO0887  VERT ORDER      -  FIRST     CLASS I
 QO0887
 QO0887.The horizontal coordinates were scaled from a map and have
 QO0887.an estimated accuracy of +/- 6 seconds.
 QO0887
 QO0887.The orthometric height was determined by differential leveling and
 QO0887.adjusted by the NATIONAL GEODETIC SURVEY
 QO0887.in June 1991.
 QO0887
 QO0887.Significant digits in the geoid height do not necessarily reflect accuracy.
 QO0887.GEOID18 height accuracy estimate available here.
 QO0887
 QO0887.Click photographs - Photos may exist for this station.
 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.      825,430.      MT  (+/- 180 meters Scaled)
 QO0887
 QO0887_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL470164(NAD 83)
 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
 QO0887.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QO0887.See file dsdata.pdf to determine how the superseded data were derived.
 QO0887
 QO0887_MARKER: C = CAP OF CAP-AND-BOLT PAIR
 QO0887_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 QO0887_MARK LOGO: MRC
 QO0887_MAGNETIC: P = MARKER IS A STEEL PIPE
 QO0887_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QO0887
 QO0887  HISTORY     - Date     Condition        Report By
 QO0887  HISTORY     - 1898     MONUMENTED       MRC
 QO0887  HISTORY     - 1970     GOOD             NGS
 QO0887  HISTORY     - 20080626 MARK NOT FOUND   MNDT
 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, T33N, R27W.
 QO0887
 QO0887                          STATION RECOVERY (2008)
 QO0887
 QO0887'RECOVERY NOTE BY MN DEPT OF TRANSP 2008 (DRB)
 QO0887'AFTER A THOROUGH FIELD SEARCH MARK WAS NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 AI0936 ***********************************************************************
 AI0936  DESIGNATION -  2771 A
 AI0936  PID         -  AI0936
 AI0936  STATE/COUNTY-  MN/HENNEPIN
 AI0936  COUNTRY     -  US
 AI0936  USGS QUAD   -  MINNEAPOLIS NORTH (2019)
 AI0936
 AI0936                         *CURRENT SURVEY CONTROL
 AI0936  ______________________________________________________________________
 AI0936* NAD 83(1986) POSITION- 45 07 25.04   (N) 093 19 14.44   (W)   HD_HELD1
 AI0936* NAVD 88 ORTHO HEIGHT -   261.481 (meters)      857.88  (feet) ADJUSTED
 AI0936  ______________________________________________________________________
 AI0936  GEOID HEIGHT    -        -27.433 (meters)                     GEOID18
 AI0936  DYNAMIC HEIGHT  -        261.475 (meters)      857.86  (feet) COMP
 AI0936  MODELED GRAVITY -    980,586.9   (mgal)                       NAVD 88
 AI0936
 AI0936  VERT ORDER      -  SECOND    CLASS I
 AI0936
 AI0936.The horizontal coordinates were determined by differentially corrected
 AI0936.hand held GPS observations or other comparable positioning techniques
 AI0936.and have an estimated accuracy of +/- 3 meters.
 AI0936
 AI0936.The orthometric height was determined by differential leveling and
 AI0936.adjusted by the NATIONAL GEODETIC SURVEY
 AI0936.in October 1999.
 AI0936
 AI0936.Significant digits in the geoid height do not necessarily reflect accuracy.
 AI0936.GEOID18 height accuracy estimate available here.
 AI0936
 AI0936.Click photographs - Photos may exist for this station.
 AI0936
 AI0936.The dynamic height is computed by dividing the NAVD 88
 AI0936.geopotential number by the normal gravity value computed on the
 AI0936.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI0936.degrees latitude (g = 980.6199 gals.).
 AI0936
 AI0936.The modeled gravity was interpolated from observed gravity values.
 AI0936
 AI0936;                    North         East    Units  Estimated Accuracy
 AI0936;SPC MN S     -   336,187.0     853,445.5     MT  (+/- 3 meters HH1 GPS) 
 AI0936
 AI0936_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK7478096733(NAD 83)
 AI0936
 AI0936                          SUPERSEDED SURVEY CONTROL
 AI0936
 AI0936.No superseded survey control is available for this station.
 AI0936
 AI0936_MARKER: DV = VERTICAL CONTROL DISK
 AI0936_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AI0936_SP_SET: POWER POLE FOOTING
 AI0936_STAMPING: 2771-A 1992
 AI0936_MARK LOGO: MNDT
 AI0936_MAGNETIC: N = NO MAGNETIC MATERIAL
 AI0936_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AI0936_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AI0936+SATELLITE: SATELLITE OBSERVATIONS - March 25, 2015
 AI0936
 AI0936  HISTORY     - Date     Condition        Report By
 AI0936  HISTORY     - 19920413 MONUMENTED       MNDT
 AI0936  HISTORY     - 20011106 GOOD             MNDT
 AI0936  HISTORY     - 20070725 GOOD             MNDT
 AI0936  HISTORY     - 20120327 GOOD             MNDT
 AI0936  HISTORY     - 20150325 GOOD             MNDT
 AI0936
 AI0936                          STATION DESCRIPTION
 AI0936
 AI0936'DESCRIBED BY MN DEPT OF TRANSP 1992
 AI0936'THE MARK IS LOCATED IN THE NE PART OF BROOKLYN PARK IN THE SE 1/4 OF
 AI0936'SECTION 10, T119N, R21W.  THE MARK IS 1.25 MI (2.01 KM) WEST OF THE
 AI0936'MISSISSIPPI RIVER.  THE MARK, A DISK SET IN THE CONC BASE OF A
 AI0936'POWERLINE TOWER, IS 2000 FT (609.6 M) WEST OF RUSSELL AVE, AND 100 FT
 AI0936'(30.5 M) NORTH OF 93RD AVE.
 AI0936
 AI0936                          STATION RECOVERY (2001)
 AI0936
 AI0936'RECOVERY NOTE BY MN DEPT OF TRANSP 2001 (WAS)
 AI0936'THE MARK WAS RECOVERED IN GOOD CONDITION.  THE MARK IS LOCATED ABOUT
 AI0936'7.1 MI (11.4 KM) NORTHWEST OF NEW BRIGHTON, 6.1 MI (9.8 KM)
 AI0936'SOUTH-SOUTHEAST OF ANOKA AND 4.0 MI (6.4 KM) EAST OF OSSEO.
 AI0936'
 AI0936'TO REACH HEAD NORTH ON CENTRAL AVENUE TOWARD FIFTH ST NE 0.2 MI (0.3
 AI0936'KM) TURN RIGHT AT SEVENTH ST NE/93RD AVENUE N 0.6 MI (1.0 KM) TURN
 AI0936'LEFT AT US-169 N 0.3 MI (0.5 KM) TURN RIGHT TO MERGE ONTO MN-610 E 3.7
 AI0936'MI, (6.0 KM), EXIT ONTO MN-252 S 1.3 MI (2.1 KM) MAKE A U-TURN AT 85TH
 AI0936'AVENUE N 0.5 MI (0.8 KM) TAKE THE RAMP ONTO MN-610 W.
 AI0936
 AI0936                          STATION RECOVERY (2007)
 AI0936
 AI0936'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (BLB)
 AI0936'THE MARK IS LOCATED ABOUT 7.1 MI (11.4 KM) NORTHWEST OF NEW BRIGHTON,
 AI0936'6.1 MI (9.8 KM) SOUTH-SOUTHEAST OF ANOKA AND 4.0 MI (6.4 KM) EAST OF
 AI0936'OSSEO.
 AI0936'
 AI0936'TO REACH TO THE MARK IN NORTHEAST PART OF BROOKLYN PARK, 1.25 MI (2.0
 AI0936'KM) WEST OF MISSISSIPPI RIVER, 2000 FT (609.6 M) WEST OF RUSSELL
 AI0936'AVENUE, IN CONCRETE BASE OF POWER LINE TOWER NUMBER 18, 118 FT (36.0
 AI0936'M) NORTH OF WEST-BOUND TRUNK HIGHWAY 610, 8.0 FT (2.4 M) NORTH OF
 AI0936'SOUND WALL.
 AI0936
 AI0936                          STATION RECOVERY (2012)
 AI0936
 AI0936'RECOVERY NOTE BY MN DEPT OF TRANSP 2012 (JBG)
 AI0936'THE VERTICAL CONTROL MARK IS IN THE NORTHEAST PART OF BROOKLYN PARK.
 AI0936'
 AI0936'TO REACH THE MARK GO 0.45 MI (0.7 KM) NORTH ALONG NOBLE PARKWAY FROM
 AI0936'THE JUNCTION OF NOBLE PARKWAY AND TRUNK HIGHWAY 610 IN BROOKLYN PARK,
 AI0936'THEN 0.5 MI (0.8 KM) EAST ON 97TH AVENUE NORTH TO CHERRYWOOD AVENUE,
 AI0936'THEN O.2 MILE SOUTH ON CHERRYWOOD AVENUE TO 94TH AVENUE NORTH, THEN
 AI0936'0.2 MI (0.3 KM) EAST ON 94TH AVENUE NORTH TO TRAIL SOUTH, THEN 0.2 MI
 AI0936'(0.3 KM) SOUTH ON A TRAIL TO THE STATION SET IN A CONCRETE BASE OF A
 AI0936'POWER POLE.
 AI0936
 AI0936                          STATION RECOVERY (2015)
 AI0936
 AI0936'RECOVERY NOTE BY MN DEPT OF TRANSP 2015 (KMS)
 AI0936'IN NORTHEASTERN BROOKLYN PARK, 0.45 MI (0.7 KM) NORTH ALONG NOBLE
 AI0936'PARKWAY  FROM THE JUNCTION OF NOBLE PARKWAY AND TRUNK HIGHWAY 610 IN
 AI0936'BROOKLYN PARK, THEN 0.5 MI (0.8 KM) EAST ALONG 97TH AVENUE NORTH TO
 AI0936'CHERRYWOOD AVENUE, THEN 0.2 MI (0.3 KM) SOUTH ALONG CHERRYWOOD AVENUE
 AI0936'TO 94TH AVENUE NORTH, THEN 0.2 MI (0.3 KM) EAST ALONG 94TH AVENUE
 AI0936'NORTH TO TRAIL SOUTH, THEN 0.2 MI (0.3 KM) SOUTH ALONG TRAIL TO
 AI0936'STATION AT CONCRETE BASE OF POWER POLE.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DK6477 ***********************************************************************
 DK6477  DESIGNATION -  2771 AB
 DK6477  PID         -  DK6477
 DK6477  STATE/COUNTY-  MN/HENNEPIN
 DK6477  COUNTRY     -  US
 DK6477  USGS QUAD   -  ANOKA (2019)
 DK6477
 DK6477                         *CURRENT SURVEY CONTROL
 DK6477  ______________________________________________________________________
 DK6477* NAD 83(1986) POSITION- 45 07 48.57   (N) 093 23 25.85   (W)   HD_HELD1
 DK6477* NAVD 88 ORTHO HEIGHT -   278.659 (meters)      914.23  (feet) ADJUSTED
 DK6477  ______________________________________________________________________
 DK6477  GEOID HEIGHT    -        -27.579 (meters)                     GEOID18
 DK6477  DYNAMIC HEIGHT  -        278.647 (meters)      914.19  (feet) COMP
 DK6477  MODELED GRAVITY -    980,567.8   (mgal)                       NAVD 88
 DK6477
 DK6477  VERT ORDER      -  SECOND    CLASS I
 DK6477
 DK6477.The horizontal coordinates were determined by differentially corrected
 DK6477.hand held GPS observations or other comparable positioning techniques
 DK6477.and have an estimated accuracy of +/- 3 meters.
 DK6477
 DK6477.The orthometric height was determined by differential leveling and
 DK6477.adjusted by the NATIONAL GEODETIC SURVEY
 DK6477.in October 2008.
 DK6477
 DK6477.Significant digits in the geoid height do not necessarily reflect accuracy.
 DK6477.GEOID18 height accuracy estimate available here.
 DK6477
 DK6477.Click photographs - Photos may exist for this station.
 DK6477
 DK6477.The dynamic height is computed by dividing the NAVD 88
 DK6477.geopotential number by the normal gravity value computed on the
 DK6477.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK6477.degrees latitude (g = 980.6199 gals.).
 DK6477
 DK6477.The modeled gravity was interpolated from observed gravity values.
 DK6477
 DK6477;                    North         East    Units  Estimated Accuracy
 DK6477;SPC MN S     -   336,870.0     847,945.8     MT  (+/- 3 meters HH1 GPS) 
 DK6477
 DK6477_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK6929197483(NAD 83)
 DK6477
 DK6477                          SUPERSEDED SURVEY CONTROL
 DK6477
 DK6477.No superseded survey control is available for this station.
 DK6477
 DK6477_MARKER: DD = SURVEY DISK
 DK6477_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DK6477_SP_SET: BRIDGE RAILING
 DK6477_STAMPING: 2771 AB 1998
 DK6477_MARK LOGO: MNDT
 DK6477_MAGNETIC: N = NO MAGNETIC MATERIAL
 DK6477_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DK6477_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DK6477+SATELLITE: SATELLITE OBSERVATIONS - August 19, 2008
 DK6477
 DK6477  HISTORY     - Date     Condition        Report By
 DK6477  HISTORY     - 1998     MONUMENTED       MNDT
 DK6477  HISTORY     - 19981106 GOOD             MNDT
 DK6477  HISTORY     - 20080819 GOOD             MNDT
 DK6477
 DK6477                          STATION DESCRIPTION
 DK6477
 DK6477'DESCRIBED BY MN DEPT OF TRANSP 1998 (WAS)
 DK6477'THE MARK IS LOCATED ABOUT 8.9 MI (14.3 KM) EAST-SOUTHEAST OF ROGERS,
 DK6477'4.7 MI (7.6 KM) SOUTH OF ANOKA AND 0.9 MI (1.4 KM) NORTHEAST OF OSSEO.
 DK6477'THE MARK IS IN OSSEO, AT THE JUNCTION OF TRUNK HIGHWAY 610 WESTBOUND,
 DK6477'MARK SET IN RAIL AT SOUTHEAST CORNER WESTBOUND TRUNK HIGHWAY 610
 DK6477'BRIDGE NUMBER 27233 OVER TH 169, 27.3 FT (8.3 M) SOUTH OF WESTBOUND TH
 DK6477'610, 24.3 FT (7.4 M) WEST OF THE SOUTHEAST CORNER OF SOUTHEAST BRIDGE
 DK6477'RAIL, MARK IS SET FLUSH.
 DK6477
 DK6477                          STATION RECOVERY (2008)
 DK6477
 DK6477'RECOVERY NOTE BY MN DEPT OF TRANSP 2008 (DAS)
 DK6477'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DQ0948 ***********************************************************************
 DQ0948  DESIGNATION -  2771 AE
 DQ0948  PID         -  DQ0948
 DQ0948  STATE/COUNTY-  MN/HENNEPIN
 DQ0948  COUNTRY     -  US
 DQ0948  USGS QUAD   -  MINNEAPOLIS NORTH (2019)
 DQ0948
 DQ0948                         *CURRENT SURVEY CONTROL
 DQ0948  ______________________________________________________________________
 DQ0948* NAD 83(2011) POSITION- 45 07 25.07781(N) 093 19 20.61727(W)   ADJUSTED
 DQ0948* NAD 83(2011) ELLIP HT-   234.008 (meters)        (07/18/16)   ADJUSTED
 DQ0948* NAD 83(2011) EPOCH   -  2010.00
 DQ0948* NAVD 88 ORTHO HEIGHT -   261.448 (meters)      857.77  (feet) ADJUSTED
 DQ0948  ______________________________________________________________________
 DQ0948  GEOID HEIGHT    -        -27.435 (meters)                     GEOID18
 DQ0948  NAD 83(2011) X  -   -261,259.359 (meters)                     COMP
 DQ0948  NAD 83(2011) Y  - -4,500,453.191 (meters)                     COMP
 DQ0948  NAD 83(2011) Z  -  4,497,219.161 (meters)                     COMP
 DQ0948  LAPLACE CORR    -          2.98  (seconds)                    DEFLEC18
 DQ0948  DYNAMIC HEIGHT  -        261.442 (meters)      857.75  (feet) COMP
 DQ0948  MODELED GRAVITY -    980,586.2   (mgal)                       NAVD 88
 DQ0948
 DQ0948  VERT ORDER      -  SECOND    CLASS I
 DQ0948
 DQ0948  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DQ0948  Standards:
 DQ0948         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DQ0948            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DQ0948  -------------------------------------------------------------------
 DQ0948  NETWORK    0.41   1.06           0.19   0.14   0.54     -0.00898188
 DQ0948  -------------------------------------------------------------------
 DQ0948  Click here for local accuracies and other accuracy information.
 DQ0948
 DQ0948.The horizontal coordinates were established by GPS observations
 DQ0948.and adjusted by the MN DEPT OF TRANSP in July 2016.
 DQ0948
 DQ0948.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DQ0948.been affixed to the stable North American tectonic plate. See 
 DQ0948.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DQ0948
 DQ0948.The horizontal coordinates are valid at the epoch date displayed above
 DQ0948.which is a decimal equivalence of Year/Month/Day.
 DQ0948
 DQ0948.The orthometric height was determined by differential leveling and
 DQ0948.adjusted by the NATIONAL GEODETIC SURVEY
 DQ0948.in September 2016.
 DQ0948
 DQ0948.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ0948.GEOID18 height accuracy estimate available here.
 DQ0948
 DQ0948.Click photographs - Photos may exist for this station.
 DQ0948
 DQ0948.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DQ0948
 DQ0948.The Laplace correction was computed from DEFLEC18 derived deflections.
 DQ0948
 DQ0948.The ellipsoidal height was determined by GPS observations
 DQ0948.and is referenced to NAD 83.
 DQ0948
 DQ0948.The dynamic height is computed by dividing the NAVD 88
 DQ0948.geopotential number by the normal gravity value computed on the
 DQ0948.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ0948.degrees latitude (g = 980.6199 gals.).
 DQ0948
 DQ0948.The modeled gravity was interpolated from observed gravity values.
 DQ0948
 DQ0948. The following values were computed from the NAD 83(2011) position.
 DQ0948
 DQ0948;                    North         East     Units Scale Factor Converg.
 DQ0948;SPC MN S     -   336,186.997   853,310.467   MT  0.99998100   +0 28 29.8
 DQ0948;SPC MN S     - 1,102,973.51  2,799,569.42   sFT  0.99998100   +0 28 29.8
 DQ0948;UTM  15      - 4,996,735.128   474,645.150   MT  0.99960790   -0 13 42.5
 DQ0948
 DQ0948!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DQ0948!SPC MN S     -   0.99996331  x   0.99998100  =   0.99994431
 DQ0948!UTM  15      -   0.99996331  x   0.99960790  =   0.99957123
 DQ0948
 DQ0948_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK7464596735(NAD 83)
 DQ0948
 DQ0948                          SUPERSEDED SURVEY CONTROL
 DQ0948
 DQ0948.No superseded survey control is available for this station.
 DQ0948
 DQ0948_MARKER: I = METAL ROD
 DQ0948_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DQ0948_STAMPING: 2771 AE 2015
 DQ0948_MARK LOGO: MNDT
 DQ0948_PROJECTION: RECESSED 5 CENTIMETERS
 DQ0948_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DQ0948_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ0948_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ0948+SATELLITE: SATELLITE OBSERVATIONS - April 18, 2016
 DQ0948_ROD/PIPE-DEPTH: 21.0 meters
 DQ0948
 DQ0948  HISTORY     - Date     Condition        Report By
 DQ0948  HISTORY     - 20150407 MONUMENTED       MNDT
 DQ0948  HISTORY     - 20160418 GOOD             MNDT
 DQ0948
 DQ0948                          STATION DESCRIPTION
 DQ0948
 DQ0948'DESCRIBED BY MN DEPT OF TRANSP 2015
 DQ0948'THE STATION IS LOCATED ABOUT 7.1 MI (11.4 KM) NORTHWEST OF NEW
 DQ0948'BRIGHTON, 6.0 MI (9.7 KM) SOUTH-SOUTHEAST OF ANOKA AND 3.9 MI (6.3 KM)
 DQ0948'EAST OF OSSEO.
 DQ0948'
 DQ0948'TO REACH THE MARK GO 0.8 MI (1.3 KM) WEST ALONG TRUNK HIGHWAY 610 FROM
 DQ0948'THE JUNCTION OF TRUNK HIGHWAY 610 AND TRUNK HIGHWAY 252 IN BROOKLYN
 DQ0948'PARK, AT TRUNK HIGHWAY 610 MILE POINT 8.5.
 DQ0948'
 DQ0948'THE MARK IS LOCATED 59.1 FT (18.0 M) NORTH OF WESTBOUND TRUNK HIGHWAY
 DQ0948'610 FOG LINE, 1.5 FT (0.5 M) SOUTH OF A WITNESS POST.
 DQ0948'
 DQ0948'NOTE - THE STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM
 DQ0948'ROD DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION REMOVABLE
 DQ0948'DISK SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH
 DQ0948'PVC PIPE BACK FILLED WITH WASHED SAND.
 DQ0948
 DQ0948                          STATION RECOVERY (2016)
 DQ0948
 DQ0948'RECOVERY NOTE BY MN DEPT OF TRANSP 2016 (MXM)
 DQ0948'IN BROOKLYN PARK, 0.8 MILE WEST ALONG TRUNK HIGHWAY 610 FROM THE
 DQ0948'JUNCTION OF TRUNK HIGHWAY 610 AND TRUNK HIGHWAY 252 IN BROOKLYN PARK,
 DQ0948'AT TRUNK HIGHWAY 610 MILEPOINT 8.5, 59.1 FEET NORTH OF THE WESTBOUND
 DQ0948'TRUNK HIGHWAY 610 FOG LINE, 1.5 FEET SOUTH OF THE WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DQ0949 ***********************************************************************
 DQ0949  DESIGNATION -  2771 AF
 DQ0949  PID         -  DQ0949
 DQ0949  STATE/COUNTY-  MN/HENNEPIN
 DQ0949  COUNTRY     -  US
 DQ0949  USGS QUAD   -  COON RAPIDS (2019)
 DQ0949
 DQ0949                         *CURRENT SURVEY CONTROL
 DQ0949  ______________________________________________________________________
 DQ0949* NAD 83(2011) POSITION- 45 07 30.39970(N) 093 20 25.34755(W)   ADJUSTED
 DQ0949* NAD 83(2011) ELLIP HT-   235.267 (meters)        (07/18/16)   ADJUSTED
 DQ0949* NAD 83(2011) EPOCH   -  2010.00
 DQ0949* NAVD 88 ORTHO HEIGHT -   262.742 (meters)      862.01  (feet) ADJUSTED
 DQ0949  ______________________________________________________________________
 DQ0949  GEOID HEIGHT    -        -27.465 (meters)                     GEOID18
 DQ0949  NAD 83(2011) X  -   -262,664.952 (meters)                     COMP
 DQ0949  NAD 83(2011) Y  - -4,500,255.638 (meters)                     COMP
 DQ0949  NAD 83(2011) Z  -  4,497,335.976 (meters)                     COMP
 DQ0949  LAPLACE CORR    -          3.53  (seconds)                    DEFLEC18
 DQ0949  DYNAMIC HEIGHT  -        262.735 (meters)      861.99  (feet) COMP
 DQ0949  MODELED GRAVITY -    980,581.4   (mgal)                       NAVD 88
 DQ0949
 DQ0949  VERT ORDER      -  SECOND    CLASS I
 DQ0949
 DQ0949  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DQ0949  Standards:
 DQ0949         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DQ0949            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DQ0949  -------------------------------------------------------------------
 DQ0949  NETWORK    0.41   1.06           0.19   0.14   0.54     -0.00250089
 DQ0949  -------------------------------------------------------------------
 DQ0949  Click here for local accuracies and other accuracy information.
 DQ0949
 DQ0949.The horizontal coordinates were established by GPS observations
 DQ0949.and adjusted by the MN DEPT OF TRANSP in July 2016.
 DQ0949
 DQ0949.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DQ0949.been affixed to the stable North American tectonic plate. See 
 DQ0949.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DQ0949
 DQ0949.The horizontal coordinates are valid at the epoch date displayed above
 DQ0949.which is a decimal equivalence of Year/Month/Day.
 DQ0949
 DQ0949.The orthometric height was determined by differential leveling and
 DQ0949.adjusted by the NATIONAL GEODETIC SURVEY
 DQ0949.in September 2016.
 DQ0949
 DQ0949.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ0949.GEOID18 height accuracy estimate available here.
 DQ0949
 DQ0949.Click photographs - Photos may exist for this station.
 DQ0949
 DQ0949.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DQ0949
 DQ0949.The Laplace correction was computed from DEFLEC18 derived deflections.
 DQ0949
 DQ0949.The ellipsoidal height was determined by GPS observations
 DQ0949.and is referenced to NAD 83.
 DQ0949
 DQ0949.The dynamic height is computed by dividing the NAVD 88
 DQ0949.geopotential number by the normal gravity value computed on the
 DQ0949.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ0949.degrees latitude (g = 980.6199 gals.).
 DQ0949
 DQ0949.The modeled gravity was interpolated from observed gravity values.
 DQ0949
 DQ0949. The following values were computed from the NAD 83(2011) position.
 DQ0949
 DQ0949;                    North         East     Units Scale Factor Converg.
 DQ0949;SPC MN S     -   336,339.707   851,894.552   MT  0.99998128   +0 27 44.5
 DQ0949;SPC MN S     - 1,103,474.52  2,794,924.04   sFT  0.99998128   +0 27 44.5
 DQ0949;UTM  15      - 4,996,905.148   473,231.744   MT  0.99960881   -0 14 28.3
 DQ0949
 DQ0949!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DQ0949!SPC MN S     -   0.99996312  x   0.99998128  =   0.99994440
 DQ0949!UTM  15      -   0.99996312  x   0.99960881  =   0.99957194
 DQ0949
 DQ0949_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK7323196905(NAD 83)
 DQ0949
 DQ0949                          SUPERSEDED SURVEY CONTROL
 DQ0949
 DQ0949.No superseded survey control is available for this station.
 DQ0949
 DQ0949_MARKER: I = METAL ROD
 DQ0949_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DQ0949_STAMPING: 2771 AF 2015
 DQ0949_MARK LOGO: MNDT
 DQ0949_PROJECTION: RECESSED 5 CENTIMETERS
 DQ0949_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DQ0949_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ0949_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ0949+SATELLITE: SATELLITE OBSERVATIONS - April 18, 2016
 DQ0949_ROD/PIPE-DEPTH: 14.9 meters
 DQ0949
 DQ0949  HISTORY     - Date     Condition        Report By
 DQ0949  HISTORY     - 20150407 MONUMENTED       MNDT
 DQ0949  HISTORY     - 20160418 GOOD             MNDT
 DQ0949
 DQ0949                          STATION DESCRIPTION
 DQ0949
 DQ0949'DESCRIBED BY MN DEPT OF TRANSP 2015
 DQ0949'THE STATION IS LOCATED ABOUT 7.9 MI (12.7 KM) WEST-NORTHWEST OF NEW
 DQ0949'BRIGHTON, 5.5 MI (8.8 KM) SOUTH-SOUTHEAST OF ANOKA AND 3.0 MI (4.8 KM)
 DQ0949'EAST OF OSSEO.
 DQ0949'
 DQ0949'TO REACH THE MARK GO 1.7 MI (2.7 KM) WEST ALONG TRUNK HIGHWAY 610
 DQ0949'FROM THE JUNCTION OF TRUNK HIGHWAY 610 AND TRUNK HIGHWAY 252 IN
 DQ0949'BROOKLYN PARK, AT TRUNK HIGHWAY 610 MILE POINT 7.6.
 DQ0949'
 DQ0949'THE MARK IS LOCATED 57.4 FT (17.5 M) NORTH OF RAMP FROM COUNTY ROAD 12
 DQ0949'(NOBLE PARKWAY) TO WESTBOUND TRUNK HIGHWAY 610, 6.1 FT (1.9 M) SOUTH
 DQ0949'OF RIGHT-OF-WAY FENCE, 1.5 FT (0.5 M) SOUTH OF A WITNESS POST.
 DQ0949'
 DQ0949'NOTE - THE STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM
 DQ0949'ROD DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION REMOVABLE
 DQ0949'DISK SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH
 DQ0949'PVC PIPE BACK FILLED WITH WASHED SAND.
 DQ0949
 DQ0949                          STATION RECOVERY (2016)
 DQ0949
 DQ0949'RECOVERY NOTE BY MN DEPT OF TRANSP 2016 (MXM)
 DQ0949'IN BROOKLYN PARK, 1.7 MILES WEST ALONG TRUNK HIGHWAY 610 FROM THE
 DQ0949'JUNCTION OF TRUNK HIGHWAY 610 AND TRUNK HIGHWAY 252 IN BROOKLYN PARK,
 DQ0949'AT TRUNK HIGHWAY 610 MILEPOINT 7.6, 57.4 FEET NORTH OF THE RAMP FROM
 DQ0949'COUNTY ROAD 12 (NOBLE PARKWAY) TO  WESTBOUND TRUNK HIGHWAY 610, 6.1
 DQ0949'FEET SOUTH OF THE RIGHT-OF-WAY FENCE, 1.5 FEET SOUTH OF THE WITNESS
 DQ0949'POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DQ0950 ***********************************************************************
 DQ0950  DESIGNATION -  2771 AG
 DQ0950  PID         -  DQ0950
 DQ0950  STATE/COUNTY-  MN/HENNEPIN
 DQ0950  COUNTRY     -  US
 DQ0950  USGS QUAD   -  COON RAPIDS (2019)
 DQ0950
 DQ0950                         *CURRENT SURVEY CONTROL
 DQ0950  ______________________________________________________________________
 DQ0950* NAD 83(2011) POSITION- 45 07 42.86955(N) 093 21 29.32427(W)   ADJUSTED
 DQ0950* NAD 83(2011) ELLIP HT-   236.274 (meters)        (07/18/16)   ADJUSTED
 DQ0950* NAD 83(2011) EPOCH   -  2010.00
 DQ0950* NAVD 88 ORTHO HEIGHT -   263.788 (meters)      865.44  (feet) ADJUSTED
 DQ0950  ______________________________________________________________________
 DQ0950  GEOID HEIGHT    -        -27.511 (meters)                     GEOID18
 DQ0950  NAD 83(2011) X  -   -264,044.835 (meters)                     COMP
 DQ0950  NAD 83(2011) Y  - -4,499,902.315 (meters)                     COMP
 DQ0950  NAD 83(2011) Z  -  4,497,608.298 (meters)                     COMP
 DQ0950  LAPLACE CORR    -          4.14  (seconds)                    DEFLEC18
 DQ0950  DYNAMIC HEIGHT  -        263.779 (meters)      865.41  (feet) COMP
 DQ0950  MODELED GRAVITY -    980,576.0   (mgal)                       NAVD 88
 DQ0950
 DQ0950  VERT ORDER      -  SECOND    CLASS I
 DQ0950
 DQ0950  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DQ0950  Standards:
 DQ0950         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DQ0950            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DQ0950  -------------------------------------------------------------------
 DQ0950  NETWORK    0.44   1.16           0.20   0.15   0.59      0.00853721
 DQ0950  -------------------------------------------------------------------
 DQ0950  Click here for local accuracies and other accuracy information.
 DQ0950
 DQ0950.The horizontal coordinates were established by GPS observations
 DQ0950.and adjusted by the MN DEPT OF TRANSP in July 2016.
 DQ0950
 DQ0950.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DQ0950.been affixed to the stable North American tectonic plate. See 
 DQ0950.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DQ0950
 DQ0950.The horizontal coordinates are valid at the epoch date displayed above
 DQ0950.which is a decimal equivalence of Year/Month/Day.
 DQ0950
 DQ0950.The orthometric height was determined by differential leveling and
 DQ0950.adjusted by the NATIONAL GEODETIC SURVEY
 DQ0950.in September 2016.
 DQ0950
 DQ0950.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ0950.GEOID18 height accuracy estimate available here.
 DQ0950
 DQ0950.Click photographs - Photos may exist for this station.
 DQ0950
 DQ0950.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DQ0950
 DQ0950.The Laplace correction was computed from DEFLEC18 derived deflections.
 DQ0950
 DQ0950.The ellipsoidal height was determined by GPS observations
 DQ0950.and is referenced to NAD 83.
 DQ0950
 DQ0950.The dynamic height is computed by dividing the NAVD 88
 DQ0950.geopotential number by the normal gravity value computed on the
 DQ0950.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ0950.degrees latitude (g = 980.6199 gals.).
 DQ0950
 DQ0950.The modeled gravity was interpolated from observed gravity values.
 DQ0950
 DQ0950. The following values were computed from the NAD 83(2011) position.
 DQ0950
 DQ0950;                    North         East     Units Scale Factor Converg.
 DQ0950;SPC MN S     -   336,713.510   850,493.441   MT  0.99998195   +0 26 59.6
 DQ0950;SPC MN S     - 1,104,700.91  2,790,327.23   sFT  0.99998195   +0 26 59.6
 DQ0950;UTM  15      - 4,997,295.983   471,835.849   MT  0.99960975   -0 15 13.7
 DQ0950
 DQ0950!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DQ0950!SPC MN S     -   0.99996296  x   0.99998195  =   0.99994491
 DQ0950!UTM  15      -   0.99996296  x   0.99960975  =   0.99957272
 DQ0950
 DQ0950_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK7183597295(NAD 83)
 DQ0950
 DQ0950                          SUPERSEDED SURVEY CONTROL
 DQ0950
 DQ0950.No superseded survey control is available for this station.
 DQ0950
 DQ0950_MARKER: I = METAL ROD
 DQ0950_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DQ0950_STAMPING: 2771 AG 2015
 DQ0950_MARK LOGO: MNDT
 DQ0950_PROJECTION: RECESSED 5 CENTIMETERS
 DQ0950_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DQ0950_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ0950_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ0950+SATELLITE: SATELLITE OBSERVATIONS - April 18, 2016
 DQ0950_ROD/PIPE-DEPTH: 10.4 meters
 DQ0950
 DQ0950  HISTORY     - Date     Condition        Report By
 DQ0950  HISTORY     - 20150407 MONUMENTED       MNDT
 DQ0950  HISTORY     - 20160418 GOOD             MNDT
 DQ0950
 DQ0950                          STATION DESCRIPTION
 DQ0950
 DQ0950'DESCRIBED BY MN DEPT OF TRANSP 2015
 DQ0950'THE STATION IS LOCATED ABOUT 8.8 MI (14.2 KM) WEST-NORTHWEST OF NEW
 DQ0950'BRIGHTON, 5.0 MI (8.0 KM) SOUTH-SOUTHEAST OF ANOKA AND 2.2 MI (3.5 KM)
 DQ0950'EAST-NORTHEAST OF OSSEO.
 DQ0950'
 DQ0950'TO REACH THE MARK GO 1.65 MI (2.7 KM) EAST ALONG TRUNK HIGHWAY 610
 DQ0950'FROM THE JUNCTION OF TRUNK HIGHWAY 610 AND TRUNK HIGHWAY 169 IN
 DQ0950'BROOKLYN PARK, AT TRUNK HIGHWAY 610 MILE POINT 6.7.
 DQ0950'
 DQ0950'THE MARK IS LOCATED 37.5 FT (11.4 M) NORTH-NORTHEAST OF WESTBOUND
 DQ0950'TRUNK HIGHWAY 610 FOG LINE, 1.5 FT (0.5 M) SOUTH-SOUTHWEST OF A
 DQ0950'WITNESS POST.
 DQ0950'
 DQ0950'NOTE - THE STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM
 DQ0950'ROD DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION REMOVABLE
 DQ0950'DISK SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH
 DQ0950'PVC PIPE BACK FILLED WITH WASHED SAND.
 DQ0950
 DQ0950                          STATION RECOVERY (2016)
 DQ0950
 DQ0950'RECOVERY NOTE BY MN DEPT OF TRANSP 2016 (MXM)
 DQ0950'IN BROOKLYN PARK, 1.65 MILES EAST ALONG TRUNK HIGHWAY 610 FROM THE
 DQ0950'JUNCTION OF TRUNK HIGHWAY 610 AND TRUNK HIGHWAY 169 IN BROOKLYN PARK,
 DQ0950'AT TRUNK HIGHWAY 610 MILEPOINT 6.7, 37.5 FEET NORTH-NORTHEAST OF THE
 DQ0950'WESTBOUND TRUNK HIGHWAY 610 FOG LINE, 1.5 FEET SOUTH-SOUTHWEST OF THE
 DQ0950'WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DQ0951 ***********************************************************************
 DQ0951  DESIGNATION -  2771 AH
 DQ0951  PID         -  DQ0951
 DQ0951  STATE/COUNTY-  MN/HENNEPIN
 DQ0951  COUNTRY     -  US
 DQ0951  USGS QUAD   -  COON RAPIDS (2019)
 DQ0951
 DQ0951                         *CURRENT SURVEY CONTROL
 DQ0951  ______________________________________________________________________
 DQ0951* NAD 83(2011) POSITION- 45 07 48.15013(N) 093 22 26.44226(W)   ADJUSTED
 DQ0951* NAD 83(2011) ELLIP HT-   237.252 (meters)        (07/18/16)   ADJUSTED
 DQ0951* NAD 83(2011) EPOCH   -  2010.00
 DQ0951* NAVD 88 ORTHO HEIGHT -   264.797 (meters)      868.75  (feet) ADJUSTED
 DQ0951  ______________________________________________________________________
 DQ0951  GEOID HEIGHT    -        -27.546 (meters)                     GEOID18
 DQ0951  NAD 83(2011) X  -   -265,284.160 (meters)                     COMP
 DQ0951  NAD 83(2011) Y  - -4,499,714.380 (meters)                     COMP
 DQ0951  NAD 83(2011) Z  -  4,497,724.004 (meters)                     COMP
 DQ0951  LAPLACE CORR    -          4.65  (seconds)                    DEFLEC18
 DQ0951  DYNAMIC HEIGHT  -        264.787 (meters)      868.72  (feet) COMP
 DQ0951  MODELED GRAVITY -    980,571.7   (mgal)                       NAVD 88
 DQ0951
 DQ0951  VERT ORDER      -  SECOND    CLASS I
 DQ0951
 DQ0951  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DQ0951  Standards:
 DQ0951         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DQ0951            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DQ0951  -------------------------------------------------------------------
 DQ0951  NETWORK    0.42   1.12           0.19   0.15   0.57      0.01687292
 DQ0951  -------------------------------------------------------------------
 DQ0951  Click here for local accuracies and other accuracy information.
 DQ0951
 DQ0951.The horizontal coordinates were established by GPS observations
 DQ0951.and adjusted by the MN DEPT OF TRANSP in July 2016.
 DQ0951
 DQ0951.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DQ0951.been affixed to the stable North American tectonic plate. See 
 DQ0951.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DQ0951
 DQ0951.The horizontal coordinates are valid at the epoch date displayed above
 DQ0951.which is a decimal equivalence of Year/Month/Day.
 DQ0951
 DQ0951.The orthometric height was determined by differential leveling and
 DQ0951.adjusted by the NATIONAL GEODETIC SURVEY
 DQ0951.in September 2016.
 DQ0951
 DQ0951.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ0951.GEOID18 height accuracy estimate available here.
 DQ0951
 DQ0951.Click photographs - Photos may exist for this station.
 DQ0951
 DQ0951.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DQ0951
 DQ0951.The Laplace correction was computed from DEFLEC18 derived deflections.
 DQ0951
 DQ0951.The ellipsoidal height was determined by GPS observations
 DQ0951.and is referenced to NAD 83.
 DQ0951
 DQ0951.The dynamic height is computed by dividing the NAVD 88
 DQ0951.geopotential number by the normal gravity value computed on the
 DQ0951.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ0951.degrees latitude (g = 980.6199 gals.).
 DQ0951
 DQ0951.The modeled gravity was interpolated from observed gravity values.
 DQ0951
 DQ0951. The following values were computed from the NAD 83(2011) position.
 DQ0951
 DQ0951;                    North         East     Units Scale Factor Converg.
 DQ0951;SPC MN S     -   336,866.838   849,244.061   MT  0.99998223   +0 26 19.6
 DQ0951;SPC MN S     - 1,105,203.95  2,786,228.22   sFT  0.99998223   +0 26 19.6
 DQ0951;UTM  15      - 4,997,464.582   470,588.911   MT  0.99961064   -0 15 54.2
 DQ0951
 DQ0951!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DQ0951!SPC MN S     -   0.99996280  x   0.99998223  =   0.99994503
 DQ0951!UTM  15      -   0.99996280  x   0.99961064  =   0.99957346
 DQ0951
 DQ0951_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK7058897464(NAD 83)
 DQ0951
 DQ0951                          SUPERSEDED SURVEY CONTROL
 DQ0951
 DQ0951.No superseded survey control is available for this station.
 DQ0951
 DQ0951_MARKER: I = METAL ROD
 DQ0951_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DQ0951_STAMPING: 2771 AH 2015
 DQ0951_MARK LOGO: MNDT
 DQ0951_PROJECTION: RECESSED 5 CENTIMETERS
 DQ0951_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DQ0951_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ0951_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ0951+SATELLITE: SATELLITE OBSERVATIONS - April 18, 2016
 DQ0951_ROD/PIPE-DEPTH: 11.9 meters
 DQ0951
 DQ0951  HISTORY     - Date     Condition        Report By
 DQ0951  HISTORY     - 20150407 MONUMENTED       MNDT
 DQ0951  HISTORY     - 20160418 GOOD             MNDT
 DQ0951
 DQ0951                          STATION DESCRIPTION
 DQ0951
 DQ0951'DESCRIBED BY MN DEPT OF TRANSP 2015
 DQ0951'THE STATION IS LOCATED ABOUT 9.5 MI (15.3 KM) WEST-NORTHWEST OF NEW
 DQ0951'BRIGHTON, 4.7 MI (7.6 KM) SOUTH OF ANOKA AND 1.6 MI (2.6 KM)
 DQ0951'EAST-NORTHEAST OF OSSEO.
 DQ0951'
 DQ0951'TO REACH THE MARK GO 0.85 MI (1.4 KM) EAST ALONG TRUNK HIGHWAY 610
 DQ0951'FROM THE JUNCTION OF TRUNK HIGHWAY 610 AND TRUNK HIGHWAY 169 IN
 DQ0951'BROOKLYN PARK, AT TRUNK HIGHWAY 610 MILE POINT 5.9.
 DQ0951'
 DQ0951'THE MARK IS LOCATED 37.8 FT (11.5 M) NORTH OF WESTBOUND TRUNK HIGHWAY
 DQ0951'610 FOG LINE, 1.5 FT (0.5 M) SOUTH OF A WITNESS POST.
 DQ0951'
 DQ0951'NOTE - THE STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM
 DQ0951'ROD DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION REMOVABLE
 DQ0951'DISK SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH
 DQ0951'PVC PIPE BACK FILLED WITH WASHED SAND.
 DQ0951
 DQ0951                          STATION RECOVERY (2016)
 DQ0951
 DQ0951'RECOVERY NOTE BY MN DEPT OF TRANSP 2016 (MXT)
 DQ0951'IN BROOKLYN PARK, 0.85 MILE EAST ALONG TRUNK HIGHWAY 610 FROM THE
 DQ0951'JUNCTION OF TRUNK HIGHWAY 610 AND TRUNK HIGHWAY 169 IN BROOKLYN PARK,
 DQ0951'AT TRUNK HIGHWAY 610 MILEPOINT 5.9, 37.8 FEET NORTH OF THE WESTBOUND
 DQ0951'TRUNK HIGHWAY 610 FOG LINE, 1.5 FEET SOUTH OF THE WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DQ0953 ***********************************************************************
 DQ0953  DESIGNATION -  2771 AJ
 DQ0953  PID         -  DQ0953
 DQ0953  STATE/COUNTY-  MN/HENNEPIN
 DQ0953  COUNTRY     -  US
 DQ0953  USGS QUAD   -  ANOKA (2019)
 DQ0953
 DQ0953                         *CURRENT SURVEY CONTROL
 DQ0953  ______________________________________________________________________
 DQ0953* NAD 83(2011) POSITION- 45 07 50.24927(N) 093 24 32.67595(W)   ADJUSTED
 DQ0953* NAD 83(2011) ELLIP HT-   242.152 (meters)        (07/18/16)   ADJUSTED
 DQ0953* NAD 83(2011) EPOCH   -  2010.00
 DQ0953* NAVD 88 ORTHO HEIGHT -   269.762 (meters)      885.04  (feet) ADJUSTED
 DQ0953  ______________________________________________________________________
 DQ0953  GEOID HEIGHT    -        -27.620 (meters)                     GEOID18
 DQ0953  NAD 83(2011) X  -   -268,035.402 (meters)                     COMP
 DQ0953  NAD 83(2011) Y  - -4,499,508.789 (meters)                     COMP
 DQ0953  NAD 83(2011) Z  -  4,497,773.196 (meters)                     COMP
 DQ0953  LAPLACE CORR    -          5.31  (seconds)                    DEFLEC18
 DQ0953  DYNAMIC HEIGHT  -        269.750 (meters)      885.00  (feet) COMP
 DQ0953  MODELED GRAVITY -    980,562.2   (mgal)                       NAVD 88
 DQ0953
 DQ0953  VERT ORDER      -  SECOND    CLASS I
 DQ0953
 DQ0953  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DQ0953  Standards:
 DQ0953         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DQ0953            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DQ0953  -------------------------------------------------------------------
 DQ0953  NETWORK    0.44   1.10           0.20   0.15   0.56     -0.02720754
 DQ0953  -------------------------------------------------------------------
 DQ0953  Click here for local accuracies and other accuracy information.
 DQ0953
 DQ0953.The horizontal coordinates were established by GPS observations
 DQ0953.and adjusted by the MN DEPT OF TRANSP in July 2016.
 DQ0953
 DQ0953.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DQ0953.been affixed to the stable North American tectonic plate. See 
 DQ0953.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DQ0953
 DQ0953.The horizontal coordinates are valid at the epoch date displayed above
 DQ0953.which is a decimal equivalence of Year/Month/Day.
 DQ0953
 DQ0953.The orthometric height was determined by differential leveling and
 DQ0953.adjusted by the NATIONAL GEODETIC SURVEY
 DQ0953.in September 2016.
 DQ0953
 DQ0953.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ0953.GEOID18 height accuracy estimate available here.
 DQ0953
 DQ0953.Click photographs - Photos may exist for this station.
 DQ0953
 DQ0953.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DQ0953
 DQ0953.The Laplace correction was computed from DEFLEC18 derived deflections.
 DQ0953
 DQ0953.The ellipsoidal height was determined by GPS observations
 DQ0953.and is referenced to NAD 83.
 DQ0953
 DQ0953.The dynamic height is computed by dividing the NAVD 88
 DQ0953.geopotential number by the normal gravity value computed on the
 DQ0953.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ0953.degrees latitude (g = 980.6199 gals.).
 DQ0953
 DQ0953.The modeled gravity was interpolated from observed gravity values.
 DQ0953
 DQ0953. The following values were computed from the NAD 83(2011) position.
 DQ0953
 DQ0953;                    North         East     Units Scale Factor Converg.
 DQ0953;SPC MN S     -   336,911.105   846,485.222   MT  0.99998234   +0 24 51.1
 DQ0953;SPC MN S     - 1,105,349.18  2,777,176.93   sFT  0.99998234   +0 24 51.1
 DQ0953;UTM  15      - 4,997,542.713   467,831.846   MT  0.99961272   -0 17 23.7
 DQ0953
 DQ0953!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DQ0953!SPC MN S     -   0.99996204  x   0.99998234  =   0.99994438
 DQ0953!UTM  15      -   0.99996204  x   0.99961272  =   0.99957477
 DQ0953
 DQ0953_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK6783197542(NAD 83)
 DQ0953
 DQ0953                          SUPERSEDED SURVEY CONTROL
 DQ0953
 DQ0953.No superseded survey control is available for this station.
 DQ0953
 DQ0953_MARKER: I = METAL ROD
 DQ0953_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DQ0953_STAMPING: 2771 AJ 2015
 DQ0953_MARK LOGO: MNDT
 DQ0953_PROJECTION: RECESSED 5 CENTIMETERS
 DQ0953_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DQ0953_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ0953_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ0953+SATELLITE: SATELLITE OBSERVATIONS - April 19, 2016
 DQ0953_ROD/PIPE-DEPTH: 13.4 meters
 DQ0953
 DQ0953  HISTORY     - Date     Condition        Report By
 DQ0953  HISTORY     - 20150407 MONUMENTED       MNDT
 DQ0953  HISTORY     - 20160419 GOOD             MNDT
 DQ0953
 DQ0953                          STATION DESCRIPTION
 DQ0953
 DQ0953'DESCRIBED BY MN DEPT OF TRANSP 2015
 DQ0953'THE STATION IS LOCATED ABOUT 8.1 MI (13.0 KM) EAST-SOUTHEAST OF
 DQ0953'ROGERS, 4.8 MI (7.7 KM) SOUTH-SOUTHWEST OF ANOKA AND 0.8 MI (1.3 KM)
 DQ0953'NORTH-NORTHWEST OF OSSEO.
 DQ0953'
 DQ0953'TO REACH THE MARK GO 0.9 MI (1.4 KM) WEST ALONG TRUNK HIGHWAY 610 FROM
 DQ0953'THE JUNCTION OF TRUNK HIGHWAY 610 AND TRUNK HIGHWAY 169 IN BROOKLYN
 DQ0953'PARK, AT TRUNK HIGHWAY 610 MILE POINT 4.2.
 DQ0953'
 DQ0953'THE MARK IS LOCATED 32.0 FT (9.8 M) NORTH OF WESTBOUND TRUNK HIGHWAY
 DQ0953'610 FOG LINE, 1.5 FT (0.5 M) SOUTH OF A WITNESS POST.
 DQ0953'
 DQ0953'NOTE - THE STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM
 DQ0953'ROD DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION REMOVABLE
 DQ0953'DISK SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH
 DQ0953'PVC PIPE BACK FILLED WITH WASHED SAND.
 DQ0953
 DQ0953                          STATION RECOVERY (2016)
 DQ0953
 DQ0953'RECOVERY NOTE BY MN DEPT OF TRANSP 2016 (RXB)
 DQ0953'IN MAPLE GROVE, 0.9 MILE WEST ALONG TRUNK HIGHWAY 610 FROM THE
 DQ0953'JUNCTION OF TRUNK HIGHWAY 610 AND TRUNK HIGHWAY 169 IN BROOKLYN PARK,
 DQ0953'AT TRUNK HIGHWAY 610 MILEPOINT 4.2, 32.0 FEET NORTH OF THE WESTBOUND
 DQ0953'TRUNK HIGHWAY 610 FOG LINE, 1.5 FEET SOUTH OF THE WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DQ0956 ***********************************************************************
 DQ0956  DESIGNATION -  2771 AK
 DQ0956  PID         -  DQ0956
 DQ0956  STATE/COUNTY-  MN/HENNEPIN
 DQ0956  COUNTRY     -  US
 DQ0956  USGS QUAD   -  ANOKA (2019)
 DQ0956
 DQ0956                         *CURRENT SURVEY CONTROL
 DQ0956  ______________________________________________________________________
 DQ0956* NAD 83(2011) POSITION- 45 07 52.00040(N) 093 26 19.59498(W)   ADJUSTED
 DQ0956* NAD 83(2011) ELLIP HT-   247.689 (meters)        (07/18/16)   ADJUSTED
 DQ0956* NAD 83(2011) EPOCH   -  2010.00
 DQ0956* NAVD 88 ORTHO HEIGHT -   275.376 (meters)      903.46  (feet) ADJUSTED
 DQ0956  ______________________________________________________________________
 DQ0956  GEOID HEIGHT    -        -27.688 (meters)                     GEOID18
 DQ0956  NAD 83(2011) X  -   -270,365.659 (meters)                     COMP
 DQ0956  NAD 83(2011) Y  - -4,499,334.900 (meters)                     COMP
 DQ0956  NAD 83(2011) Z  -  4,497,815.259 (meters)                     COMP
 DQ0956  LAPLACE CORR    -          5.52  (seconds)                    DEFLEC18
 DQ0956  DYNAMIC HEIGHT  -        275.360 (meters)      903.41  (feet) COMP
 DQ0956  MODELED GRAVITY -    980,551.5   (mgal)                       NAVD 88
 DQ0956
 DQ0956  VERT ORDER      -  SECOND    CLASS I
 DQ0956
 DQ0956  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DQ0956  Standards:
 DQ0956         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DQ0956            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DQ0956  -------------------------------------------------------------------
 DQ0956  NETWORK    0.42   1.10           0.19   0.15   0.56     -0.00334556
 DQ0956  -------------------------------------------------------------------
 DQ0956  Click here for local accuracies and other accuracy information.
 DQ0956
 DQ0956.The horizontal coordinates were established by GPS observations
 DQ0956.and adjusted by the MN DEPT OF TRANSP in July 2016.
 DQ0956
 DQ0956.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DQ0956.been affixed to the stable North American tectonic plate. See 
 DQ0956.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DQ0956
 DQ0956.The horizontal coordinates are valid at the epoch date displayed above
 DQ0956.which is a decimal equivalence of Year/Month/Day.
 DQ0956
 DQ0956.The orthometric height was determined by differential leveling and
 DQ0956.adjusted by the NATIONAL GEODETIC SURVEY
 DQ0956.in September 2016.
 DQ0956
 DQ0956.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ0956.GEOID18 height accuracy estimate available here.
 DQ0956
 DQ0956.Click photographs - Photos may exist for this station.
 DQ0956
 DQ0956.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DQ0956
 DQ0956.The Laplace correction was computed from DEFLEC18 derived deflections.
 DQ0956
 DQ0956.The ellipsoidal height was determined by GPS observations
 DQ0956.and is referenced to NAD 83.
 DQ0956
 DQ0956.The dynamic height is computed by dividing the NAVD 88
 DQ0956.geopotential number by the normal gravity value computed on the
 DQ0956.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ0956.degrees latitude (g = 980.6199 gals.).
 DQ0956
 DQ0956.The modeled gravity was interpolated from observed gravity values.
 DQ0956
 DQ0956. The following values were computed from the NAD 83(2011) position.
 DQ0956
 DQ0956;                    North         East     Units Scale Factor Converg.
 DQ0956;SPC MN S     -   336,948.696   844,148.547   MT  0.99998243   +0 23 36.2
 DQ0956;SPC MN S     - 1,105,472.51  2,769,510.69   sFT  0.99998243   +0 23 36.2
 DQ0956;UTM  15      - 4,997,608.997   465,496.671   MT  0.99961464   -0 18 39.5
 DQ0956
 DQ0956!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DQ0956!SPC MN S     -   0.99996117  x   0.99998243  =   0.99994360
 DQ0956!UTM  15      -   0.99996117  x   0.99961464  =   0.99957582
 DQ0956
 DQ0956_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK6549697608(NAD 83)
 DQ0956
 DQ0956                          SUPERSEDED SURVEY CONTROL
 DQ0956
 DQ0956.No superseded survey control is available for this station.
 DQ0956
 DQ0956_MARKER: I = METAL ROD
 DQ0956_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DQ0956_STAMPING: 2771 AK 2015
 DQ0956_MARK LOGO: MNDT
 DQ0956_PROJECTION: RECESSED 5 CENTIMETERS
 DQ0956_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DQ0956_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ0956_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ0956+SATELLITE: SATELLITE OBSERVATIONS - April 19, 2016
 DQ0956_ROD/PIPE-DEPTH: 8.8 meters
 DQ0956
 DQ0956  HISTORY     - Date     Condition        Report By
 DQ0956  HISTORY     - 20150407 MONUMENTED       MNDT
 DQ0956  HISTORY     - 20160419 GOOD             MNDT
 DQ0956
 DQ0956                          STATION DESCRIPTION
 DQ0956
 DQ0956'DESCRIBED BY MN DEPT OF TRANSP 2015
 DQ0956'THE STATION IS LOCATED ABOUT 6.9 MI (11.1 KM) SOUTHEAST OF ROGERS, 5.3
 DQ0956'MI (8.5 KM) SOUTH-SOUTHWEST OF ANOKA AND 2.0 MI (3.2 KM)
 DQ0956'WEST-NORTHWEST OF OSSEO.
 DQ0956'
 DQ0956'TO REACH THE MARK GO 2.3 MI (3.7 KM) WEST ALONG TRUNK HIGHWAY 610 FROM
 DQ0956'THE JUNCTION OF TRUNK HIGHWAY 610 AND TRUNK HIGHWAY 169 IN BROOKLYN
 DQ0956'PARK, AT TRUNK HIGHWAY 610 MILE POINT 2.8.
 DQ0956'
 DQ0956'THE MARK IS LOCATED 37.7 FT (11.5 M) NORTHEAST OF RAMP FROM WESTBOUND
 DQ0956'TRUNK HIGHWAY 610 TO ELM CREEK BOULEVARD, 1.5 FT (0.5 M) SOUTHWEST OF
 DQ0956'A WITNESS POST.
 DQ0956'
 DQ0956'NOTE - THE STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM
 DQ0956'ROD DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION REMOVABLE
 DQ0956'DISK SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH
 DQ0956'PVC PIPE BACK FILLED WITH WASHED SAND.
 DQ0956
 DQ0956                          STATION RECOVERY (2016)
 DQ0956
 DQ0956'RECOVERY NOTE BY MN DEPT OF TRANSP 2016 (RXB)
 DQ0956'IN MAPLE GROVE, 2.3 MILES WEST ALONG TRUNK HIGHWAY 610 FROM THE
 DQ0956'JUNCTION OF TRUNK HIGHWAY 610 AND TRUNK HIGHWAY 169 IN BROOKLYN PARK,
 DQ0956'AT TRUNK HIGHWAY 610 MILEPOINT 2.8, 37.7 FEET NORTHEAST OF THE RAMP
 DQ0956'FROM WESTBOUND TRUNK HIGHWAY 610 TO ELM CREEK BOULEVARD, 1.5 FEET
 DQ0956'SOUTHWEST OF THE WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 AI0937 ***********************************************************************
 AI0937  DESIGNATION -  2771 B
 AI0937  PID         -  AI0937
 AI0937  STATE/COUNTY-  MN/HENNEPIN
 AI0937  COUNTRY     -  US
 AI0937  USGS QUAD   -  COON RAPIDS (2019)
 AI0937
 AI0937                         *CURRENT SURVEY CONTROL
 AI0937  ______________________________________________________________________
 AI0937* NAD 83(1986) POSITION- 45 07 49.28   (N) 093 20 47.49   (W)   HD_HELD1
 AI0937* NAVD 88 ORTHO HEIGHT -   266.964 (meters)      875.86  (feet) ADJUSTED
 AI0937  ______________________________________________________________________
 AI0937  GEOID HEIGHT    -        -27.502 (meters)                     GEOID18
 AI0937  DYNAMIC HEIGHT  -        266.956 (meters)      875.84  (feet) COMP
 AI0937  MODELED GRAVITY -    980,577.1   (mgal)                       NAVD 88
 AI0937
 AI0937  VERT ORDER      -  SECOND    CLASS I
 AI0937
 AI0937.The horizontal coordinates were determined by differentially corrected
 AI0937.hand held GPS observations or other comparable positioning techniques
 AI0937.and have an estimated accuracy of +/- 3 meters.
 AI0937
 AI0937.The orthometric height was determined by differential leveling and
 AI0937.adjusted by the NATIONAL GEODETIC SURVEY
 AI0937.in October 1999.
 AI0937
 AI0937.Significant digits in the geoid height do not necessarily reflect accuracy.
 AI0937.GEOID18 height accuracy estimate available here.
 AI0937
 AI0937.Click photographs - Photos may exist for this station.
 AI0937
 AI0937.The dynamic height is computed by dividing the NAVD 88
 AI0937.geopotential number by the normal gravity value computed on the
 AI0937.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI0937.degrees latitude (g = 980.6199 gals.).
 AI0937
 AI0937.The modeled gravity was interpolated from observed gravity values.
 AI0937
 AI0937;                    North         East    Units  Estimated Accuracy
 AI0937;SPC MN S     -   336,918.6     851,406.0     MT  (+/- 3 meters HH1 GPS) 
 AI0937
 AI0937_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK7275097489(NAD 83)
 AI0937
 AI0937                          SUPERSEDED SURVEY CONTROL
 AI0937
 AI0937.No superseded survey control is available for this station.
 AI0937
 AI0937_MARKER: DV = VERTICAL CONTROL DISK
 AI0937_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AI0937_SP_SET: BASE OF POWER LINE TOWER
 AI0937_STAMPING: 2771-B 1992
 AI0937_MARK LOGO: MNDT
 AI0937_MAGNETIC: N = NO MAGNETIC MATERIAL
 AI0937_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AI0937_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AI0937+SATELLITE: SATELLITE OBSERVATIONS - March 25, 2015
 AI0937
 AI0937  HISTORY     - Date     Condition        Report By
 AI0937  HISTORY     - 1992     MONUMENTED       MNDT
 AI0937  HISTORY     - 20010401 GOOD             MNDT
 AI0937  HISTORY     - 20061124 GOOD             USPSQD
 AI0937  HISTORY     - 20070725 GOOD             MNDT
 AI0937  HISTORY     - 20150325 GOOD             MNDT
 AI0937
 AI0937                          STATION DESCRIPTION
 AI0937
 AI0937'DESCRIBED BY MN DEPT OF TRANSP 1992
 AI0937'THE MARK IS LOCATED IN THE NORTH PART OF BROOKLYN PARK IN THE NE 1/4
 AI0937'OF SECTION 9, T119N, R21W.  THE MARK, A DISK SET IN THE CONC BASE OF
 AI0937'POWERLINE TOWER NO 144, IS 0.25 MI (0.40 KM) NORTH OF 95TH AVE, 75 FT
 AI0937'(22.9 M) WEST OF REGENT AVE.
 AI0937
 AI0937                          STATION RECOVERY (2001)
 AI0937
 AI0937'RECOVERY NOTE BY MN DEPT OF TRANSP 2001 (WAS)
 AI0937'RECOVERED AS DESCRIBED.
 AI0937
 AI0937                          STATION RECOVERY (2006)
 AI0937
 AI0937'RECOVERY NOTE BY US POWER SQUADRON 2006 (JCH)
 AI0937'STATE HIGHWAY 610 HAS BEEN CONSTRUCTED IN AN E-W CORRIDOR WHICH IN
 AI0937'THIS AREA LIES BETWEEN 93RD AVENUE N AND 97TH AVENUE N. POWERLINE
 AI0937'TOWER 144 LIES .1 MI S OF OAK GROVE PARKWAY AND 135 FT W OF THE CENTER
 AI0937'OF REGENT AVENUE N.
 AI0937
 AI0937                          STATION RECOVERY (2007)
 AI0937
 AI0937'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (BLB)
 AI0937'THE MARK IS LOCATED ABOUT 8.4 MI (13.5 KM) WEST-NORTHWEST OF NEW
 AI0937'BRIGHTON, 5.1 MI (8.2 KM) SOUTH-SOUTHEAST OF ANOKA AND 2.8 MI (4.5 KM)
 AI0937'EAST-NORTHEAST OF OSSEO.
 AI0937'
 AI0937'TO REACH TO THE MARK IN NORTH PART OF BROOKLYN PARK, 3 MI (4.8 KM)
 AI0937'EAST-NORTHEAST OF OSSEO, 0.25 MI (0.4 KM) NORTH OF 95TH AVENUE, 75 FT
 AI0937'(22.9 M) WEST OF REGENT AVENUE, IN CONCRETE BASE OF POWER LINE TOWER
 AI0937'144.
 AI0937
 AI0937                          STATION RECOVERY (2015)
 AI0937
 AI0937'RECOVERY NOTE BY MN DEPT OF TRANSP 2015 (KMS)
 AI0937'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 AI0938 ***********************************************************************
 AI0938  DESIGNATION -  2771 C
 AI0938  PID         -  AI0938
 AI0938  STATE/COUNTY-  MN/HENNEPIN
 AI0938  COUNTRY     -  US
 AI0938  USGS QUAD   -  COON RAPIDS (2019)
 AI0938
 AI0938                         *CURRENT SURVEY CONTROL
 AI0938  ______________________________________________________________________
 AI0938* NAD 83(1986) POSITION- 45 07 49.30   (N) 093 21 24.79   (W)   HD_HELD1
 AI0938* NAVD 88 ORTHO HEIGHT -   266.833 (meters)      875.43  (feet) ADJUSTED
 AI0938  ______________________________________________________________________
 AI0938  GEOID HEIGHT    -        -27.518 (meters)                     GEOID18
 AI0938  DYNAMIC HEIGHT  -        266.824 (meters)      875.41  (feet) COMP
 AI0938  MODELED GRAVITY -    980,574.5   (mgal)                       NAVD 88
 AI0938
 AI0938  VERT ORDER      -  SECOND    CLASS I
 AI0938
 AI0938.The horizontal coordinates were determined by differentially corrected
 AI0938.hand held GPS observations or other comparable positioning techniques
 AI0938.and have an estimated accuracy of +/- 3 meters.
 AI0938
 AI0938.The orthometric height was determined by differential leveling and
 AI0938.adjusted by the NATIONAL GEODETIC SURVEY
 AI0938.in October 1999.
 AI0938
 AI0938.Significant digits in the geoid height do not necessarily reflect accuracy.
 AI0938.GEOID18 height accuracy estimate available here.
 AI0938
 AI0938.Click photographs - Photos may exist for this station.
 AI0938
 AI0938.The dynamic height is computed by dividing the NAVD 88
 AI0938.geopotential number by the normal gravity value computed on the
 AI0938.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI0938.degrees latitude (g = 980.6199 gals.).
 AI0938
 AI0938.The modeled gravity was interpolated from observed gravity values.
 AI0938
 AI0938;                    North         East    Units  Estimated Accuracy
 AI0938;SPC MN S     -   336,912.8     850,591.0     MT  (+/- 3 meters HH1 GPS) 
 AI0938
 AI0938_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK7193597493(NAD 83)
 AI0938
 AI0938                          SUPERSEDED SURVEY CONTROL
 AI0938
 AI0938.No superseded survey control is available for this station.
 AI0938
 AI0938_MARKER: DV = VERTICAL CONTROL DISK
 AI0938_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AI0938_SP_SET: BASE OF POWER LINE TOWER
 AI0938_STAMPING: 2771-C 1992
 AI0938_MARK LOGO: MNDT
 AI0938_MAGNETIC: N = NO MAGNETIC MATERIAL
 AI0938_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AI0938_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AI0938+SATELLITE: SATELLITE OBSERVATIONS - March 25, 2015
 AI0938
 AI0938  HISTORY     - Date     Condition        Report By
 AI0938  HISTORY     - 19920413 MONUMENTED       MNDT
 AI0938  HISTORY     - 20011106 GOOD             MNDT
 AI0938  HISTORY     - 20061124 GOOD             USPSQD
 AI0938  HISTORY     - 20070725 GOOD             MNDT
 AI0938  HISTORY     - 20120329 GOOD             MNDT
 AI0938  HISTORY     - 20150325 GOOD             MNDT
 AI0938
 AI0938                          STATION DESCRIPTION
 AI0938
 AI0938'DESCRIBED BY MN DEPT OF TRANSP 1992 (HTS)
 AI0938'THE MARK IS LOCATED IN THE NW PART OF BROOKLYN PARK IN THE NE 1/4 OF
 AI0938'SECTION 9, T119N, R21W.  THE MARK, A DISK SET IN THE CONC BASE OF
 AI0938'POWERLINE TOWER NO 141, IS 0.25 MI (0.40 KM) NORTH OF 95TH AVE AND 150
 AI0938'FT (45.7 M) WEST OF ZANE AVE.
 AI0938
 AI0938                          STATION RECOVERY (2001)
 AI0938
 AI0938'RECOVERY NOTE BY MN DEPT OF TRANSP 2001 (WAS)
 AI0938'THE MARK WAS RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.
 AI0938'THE MARK IS IN NORTHWEST PART OF BROOKLYN PARK, 2.5 MI (4.0 KM)
 AI0938'EAST-NORTHEAST OF OSSEO, 0.25 MI (0.4 KM) NORTH OF 95TH AVENUE, 141.7
 AI0938'FT (43.2 M) WEST OF SOUTHBOUND ZANE AVENUE, 72.3 FT (22.0 M) WEST OF
 AI0938'RIGHT-OF-WAY SIGN POST, IN CONCRETE BASE OF POWER LINE TOWER NUMBER
 AI0938'141, FLUSH, MAGNETIC AND NOT SUITABLE FOR GPS.
 AI0938
 AI0938                          STATION RECOVERY (2006)
 AI0938
 AI0938'RECOVERY NOTE BY US POWER SQUADRON 2006 (JCH)
 AI0938'STATE HIGHWAY 610 HAS BEEN CONSTRUCTED IN AN E-W CORRIDOR BETWEEN 93RD
 AI0938'AVENUE N AND 96TH AVENUE N IN THIS AREA.  STATION LOCATION IS AS
 AI0938'DESCRIBED IN 1992 RECOVERY EXCEPT FOR THE DISTANCE GIVEN FROM 95TH
 AI0938'AVENUE N WHICH NO LONGER EXISTS AT THIS LOCATION.
 AI0938
 AI0938                          STATION RECOVERY (2007)
 AI0938
 AI0938'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (BLB)
 AI0938'THE MARK IS LOCATED ABOUT 8.8 MI (14.2 KM) WEST-NORTHWEST OF NEW
 AI0938'BRIGHTON, 4.9 MI (7.9 KM) SOUTH-SOUTHEAST OF ANOKA AND 2.3 MI (3.7 KM)
 AI0938'EAST-NORTHEAST OF OSSEO.
 AI0938'
 AI0938'TO REACH TO THE MARK IN NORTHWEST PART OF BROOKLYN PARK, 2.5 MI (4.0
 AI0938'KM) EAST-NORTHEAST OF OSSEO, 0.25 MI (0.4 KM) NORTH OF 95TH AVENUE,
 AI0938'141.7 FT (43.2 M) WEST OF SOUTH-BOUND ZANE AVENUE, 72.3 FT (22.0 M)
 AI0938'WEST OF RIGHT OF WAY SIGN POST, IN CONCRETE BASE OF POWER LINE TOWER
 AI0938'141.
 AI0938
 AI0938                          STATION RECOVERY (2012)
 AI0938
 AI0938'RECOVERY NOTE BY MN DEPT OF TRANSP 2012 (JBG)
 AI0938'IN NORTHWESTERN BROOKLYN PARK, 2.5 MI (4.0 KM) EAST-NORTHEAST OF
 AI0938'OSSEO, 0.5 MI (0.8 KM) NORTH ALONG ZANE AVENUE NORTH  FROM THE
 AI0938'JUNCTION OF ZANE AVENUE NORTH AND 93RD AVENUE NORTH, 141.7 FT (43.2 M)
 AI0938'WEST OF SOUTHBOUND ZANE AVENUE, 72.3 FT (22.0 M) WEST OF RIGHT-OF-WAY
 AI0938'SIGN POST, IN CONCRETE BASE OF POWER LINE TOWER 141.
 AI0938
 AI0938                          STATION RECOVERY (2015)
 AI0938
 AI0938'RECOVERY NOTE BY MN DEPT OF TRANSP 2015 (KMS)
 AI0938'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 AI0939 ***********************************************************************
 AI0939  DESIGNATION -  2771 D
 AI0939  PID         -  AI0939
 AI0939  STATE/COUNTY-  MN/HENNEPIN
 AI0939  COUNTRY     -  US
 AI0939  USGS QUAD   -  COON RAPIDS (2019)
 AI0939
 AI0939                         *CURRENT SURVEY CONTROL
 AI0939  ______________________________________________________________________
 AI0939* NAD 83(1986) POSITION- 45 07 49.47   (N) 093 22 01.34   (W)   HD_HELD1
 AI0939* NAVD 88 ORTHO HEIGHT -   266.807 (meters)      875.35  (feet) ADJUSTED
 AI0939  ______________________________________________________________________
 AI0939  GEOID HEIGHT    -        -27.536 (meters)                     GEOID18
 AI0939  DYNAMIC HEIGHT  -        266.798 (meters)      875.32  (feet) COMP
 AI0939  MODELED GRAVITY -    980,573.0   (mgal)                       NAVD 88
 AI0939
 AI0939  VERT ORDER      -  SECOND    CLASS I
 AI0939
 AI0939.The horizontal coordinates were determined by differentially corrected
 AI0939.hand held GPS observations or other comparable positioning techniques
 AI0939.and have an estimated accuracy of +/- 3 meters.
 AI0939
 AI0939.The orthometric height was determined by differential leveling and
 AI0939.adjusted by the NATIONAL GEODETIC SURVEY
 AI0939.in October 1999.
 AI0939
 AI0939.Significant digits in the geoid height do not necessarily reflect accuracy.
 AI0939.GEOID18 height accuracy estimate available here.
 AI0939
 AI0939.Click photographs - Photos may exist for this station.
 AI0939
 AI0939.The dynamic height is computed by dividing the NAVD 88
 AI0939.geopotential number by the normal gravity value computed on the
 AI0939.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI0939.degrees latitude (g = 980.6199 gals.).
 AI0939
 AI0939.The modeled gravity was interpolated from observed gravity values.
 AI0939
 AI0939;                    North         East    Units  Estimated Accuracy
 AI0939;SPC MN S     -   336,911.8     849,792.3     MT  (+/- 3 meters HH1 GPS) 
 AI0939
 AI0939_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK7113797502(NAD 83)
 AI0939
 AI0939                          SUPERSEDED SURVEY CONTROL
 AI0939
 AI0939.No superseded survey control is available for this station.
 AI0939
 AI0939_MARKER: DV = VERTICAL CONTROL DISK
 AI0939_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AI0939_SP_SET: BASE OF POWER LINE TOWER
 AI0939_STAMPING: 2771-D 1992
 AI0939_MARK LOGO: MNDT
 AI0939_MAGNETIC: N = NO MAGNETIC MATERIAL
 AI0939_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AI0939_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AI0939+SATELLITE: SATELLITE OBSERVATIONS - March 25, 2015
 AI0939
 AI0939  HISTORY     - Date     Condition        Report By
 AI0939  HISTORY     - 1992     MONUMENTED       MNDT
 AI0939  HISTORY     - 20011106 GOOD             MNDT
 AI0939  HISTORY     - 20031025 GOOD             USPSQD
 AI0939  HISTORY     - 20061124 GOOD             USPSQD
 AI0939  HISTORY     - 20070725 GOOD             MNDT
 AI0939  HISTORY     - 20150325 GOOD             MNDT
 AI0939
 AI0939                          STATION DESCRIPTION
 AI0939
 AI0939'DESCRIBED BY MN DEPT OF TRANSP 1992 (HTS)
 AI0939'THE MARK IS LOCATED IN THE NW PART OF BROOKLYN PARK IN THE NE 1/4 OF
 AI0939'SECTION 8, T119N, R21W.  THE MARK, A DISK SET IN THE CONC BASE OF
 AI0939'POWERLINE TOWER NO 138, IS 0.5 MI (0.8 KM) NORTH OF 93RD AVE AND 150
 AI0939'FT (45.7 M) WEST OF HAMPSHIRE AVE.
 AI0939
 AI0939                          STATION RECOVERY (2001)
 AI0939
 AI0939'RECOVERY NOTE BY MN DEPT OF TRANSP 2001 (WAS)
 AI0939'RECOVERED AS DESCRIBED.
 AI0939
 AI0939                          STATION RECOVERY (2003)
 AI0939
 AI0939'RECOVERY NOTE BY US POWER SQUADRON 2003
 AI0939'NEW HIGHWAY (I 610) BUILT SINCE LAST RECOVERY.  THE OLD POWERLINE
 AI0939'TOWER IS GONE, BUT THE MARKER REMAINS IN THE OLD TOWER'S BASE, APPROX.
 AI0939'10 FT. WEST OF THE NEW POWER POLE.
 AI0939
 AI0939                          STATION RECOVERY (2006)
 AI0939
 AI0939'RECOVERY NOTE BY US POWER SQUADRON 2006 (JCH)
 AI0939'STATE HIGHWAY 610 HAS BEEN CONSTRUCTED IN AN E-W CORRIDOR BETWEEN 93RD
 AI0939'AVENUE N AND 96TH AVENUE N IN THIS AREA.  STATION LOCATION IS AS
 AI0939'DESCRIBED IN 1992 RECOVERY EXCEPT FOR THE DISTANCE GIVEN FROM 93RD
 AI0939'AVENUE N WHICH NO LONGER EXISTS AT THIS LOCATION.
 AI0939'
 AI0939'TO REACH THE STATION FROM THE INTERSECTION OF STATE HIGHWAY 610 AND
 AI0939'HAMPSHIRE AVENUE N , PROCEED N ON HAMPSHIRE AVENUE N TO OAK GROVE
 AI0939'PARKWAY ON THE LEFT. TURN LEFT ANF GO .1 MI N-NW ON OAK GROVE PARKWAY
 AI0939'TO TARGET PARKWAY.  TURN LEFT TO ENTER A PARKING LOT AND PROCEED TO
 AI0939'THE SE-MOST CORNER AND POWERLINE TOWER EAST OF PARKING LOT.  STATION
 AI0939'LOCATION IS AS DESCRIBED IN 2003 RECOVERY.
 AI0939
 AI0939                          STATION RECOVERY (2007)
 AI0939
 AI0939'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (JJB)
 AI0939'THE MARK IS LOCATED ABOUT 9.2 MI (14.8 KM) WEST-NORTHWEST OF NEW
 AI0939'BRIGHTON, 4.8 MI (7.7 KM) SOUTH-SOUTHEAST OF ANOKA AND 1.9 MI (3.1 KM)
 AI0939'EAST-NORTHEAST OF OSSEO.
 AI0939'
 AI0939'TO REACH TO THE MARK IN NORTHWEST PART OF BROOKLYN PARK, 2 MI (3.2 KM)
 AI0939'EAST-NORTHEAST OF OSSEO, 0.5 MI (0.8 KM) NORTH OF 93RD AVENUE, 0.1 MI
 AI0939'(0.2 KM) SOUTH OF 97TH AVENUE, 230 FT (70.1 M) NORTH OF TRUNK HIGHWAY
 AI0939'610, 150 FT (45.7 M) WEST OF HAMPSHIRE AVENUE, 12 FT (3.7 M) WEST OF
 AI0939'NEW POWER LINE TOWER IN CONCRETE BASE OF OLD POWER LINE TOWER.
 AI0939
 AI0939                          STATION RECOVERY (2015)
 AI0939
 AI0939'RECOVERY NOTE BY MN DEPT OF TRANSP 2015 (KMS)
 AI0939'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 AI0941 ***********************************************************************
 AI0941  DESIGNATION -  2771 F
 AI0941  PID         -  AI0941
 AI0941  STATE/COUNTY-  MN/HENNEPIN
 AI0941  COUNTRY     -  US
 AI0941  USGS QUAD   -  ANOKA (2019)
 AI0941
 AI0941                         *CURRENT SURVEY CONTROL
 AI0941  ______________________________________________________________________
 AI0941* NAD 83(1986) POSITION- 45 07 50.66   (N) 093 24 42.30   (W)   HD_HELD1
 AI0941* NAVD 88 ORTHO HEIGHT -   271.576 (meters)      891.00  (feet) ADJUSTED
 AI0941  ______________________________________________________________________
 AI0941  GEOID HEIGHT    -        -27.627 (meters)                     GEOID18
 AI0941  DYNAMIC HEIGHT  -        271.563 (meters)      890.95  (feet) COMP
 AI0941  MODELED GRAVITY -    980,560.8   (mgal)                       NAVD 88
 AI0941
 AI0941  VERT ORDER      -  SECOND    CLASS I
 AI0941
 AI0941.The horizontal coordinates were determined by differentially corrected
 AI0941.hand held GPS observations or other comparable positioning techniques
 AI0941.and have an estimated accuracy of +/- 3 meters.
 AI0941
 AI0941.The orthometric height was determined by differential leveling and
 AI0941.adjusted by the NATIONAL GEODETIC SURVEY
 AI0941.in September 2016.
 AI0941
 AI0941.Significant digits in the geoid height do not necessarily reflect accuracy.
 AI0941.GEOID18 height accuracy estimate available here.
 AI0941
 AI0941.Click photographs - Photos may exist for this station.
 AI0941
 AI0941.The dynamic height is computed by dividing the NAVD 88
 AI0941.geopotential number by the normal gravity value computed on the
 AI0941.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI0941.degrees latitude (g = 980.6199 gals.).
 AI0941
 AI0941.The modeled gravity was interpolated from observed gravity values.
 AI0941
 AI0941;                    North         East    Units  Estimated Accuracy
 AI0941;SPC MN S     -   336,922.3     846,274.8     MT  (+/- 3 meters HH1 GPS) 
 AI0941
 AI0941_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK6762197556(NAD 83)
 AI0941
 AI0941                          SUPERSEDED SURVEY CONTROL
 AI0941
 AI0941  NAVD 88 (10/28/99)  271.583  (m)          891.02   (f) SUPERSEDED  2 1
 AI0941
 AI0941.Superseded values are not recommended for survey control.
 AI0941
 AI0941.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI0941.See file dsdata.pdf to determine how the superseded data were derived.
 AI0941
 AI0941_MARKER: DV = VERTICAL CONTROL DISK
 AI0941_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AI0941_SP_SET: BASE POWER LINE POLE
 AI0941_STAMPING: 2771-F 1992
 AI0941_MARK LOGO: MNDT
 AI0941_MAGNETIC: N = NO MAGNETIC MATERIAL
 AI0941_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AI0941_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AI0941+SATELLITE: SATELLITE OBSERVATIONS - March 25, 2015
 AI0941
 AI0941  HISTORY     - Date     Condition        Report By
 AI0941  HISTORY     - 19920413 MONUMENTED       MNDT
 AI0941  HISTORY     - 20040606 GOOD             USPSQD
 AI0941  HISTORY     - 20051112 GOOD             USPSQD
 AI0941  HISTORY     - 20061124 GOOD             USPSQD
 AI0941  HISTORY     - 20070723 GOOD             MNDT
 AI0941  HISTORY     - 20120329 GOOD             MNDT
 AI0941  HISTORY     - 20150325 GOOD             MNDT
 AI0941
 AI0941                          STATION DESCRIPTION
 AI0941
 AI0941'DESCRIBED BY MN DEPT OF TRANSP 1992
 AI0941'LOCATED IN THE NE PART OF MAPLE GROVE, 1 MI (1.6 KM) NNW OF OSSEO, IN
 AI0941'THE NW 1/4 OF SECTION 12, T119N, R22W.  THE MARK IS A STANDARD DISK
 AI0941'THAT IS SET IN THE FOUNDATION OF A POWERLINE POLE THAT IS 83 FT (25.3
 AI0941'M) EAST OF REVERE LANE NORTH, AND 378 FT (115.2 M) NORTH OF 96TH PLACE
 AI0941'NORTH.
 AI0941
 AI0941                          STATION RECOVERY (2004)
 AI0941
 AI0941'RECOVERY NOTE BY US POWER SQUADRON 2004 (JCH)
 AI0941'RECOVERED IN GOOD CONDITION.
 AI0941
 AI0941                          STATION RECOVERY (2005)
 AI0941
 AI0941'RECOVERY NOTE BY US POWER SQUADRON 2005 (RCS)
 AI0941'SIGN WEST OF MARK AT REVERE - FUTURE 610 CORRIDOR
 AI0941
 AI0941                          STATION RECOVERY (2006)
 AI0941
 AI0941'RECOVERY NOTE BY US POWER SQUADRON 2006 (JCH)
 AI0941'RECOVERED IN GOOD CONDITION.
 AI0941
 AI0941                          STATION RECOVERY (2007)
 AI0941
 AI0941'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (JJB)
 AI0941'THE MARK IS LOCATED ABOUT 8.0 MI (12.9 KM) EAST-SOUTHEAST OF ROGERS,
 AI0941'4.8 MI (7.7 KM) SOUTH-SOUTHWEST OF ANOKA AND 0.9 MI (1.4 KM)
 AI0941'NORTH-NORTHWEST OF OSSEO.
 AI0941'
 AI0941'TO REACH TO THE MARK IN NORTHEAST PART OF MAPLE GROVE, 1.0 MI (1.6 KM)
 AI0941'NORTH-NORTHWEST OF OSSEO, IN NORTHEAST CORNER OF THE JUNCTION OF
 AI0941'REVERE LANE NORTH AND 96TH PLACE NORTH, 83 FT (25.3 M) EAST OF REVERE
 AI0941'LANE NORTH, 378 FT (115.2 M) NORTH OF 96TH PLACE NORTH, IN BASE OF
 AI0941'HIGH TENSION POWER LINE POLE NUMBER CDX 118.
 AI0941
 AI0941                          STATION RECOVERY (2012)
 AI0941
 AI0941'RECOVERY NOTE BY MN DEPT OF TRANSP 2012 (JBG)
 AI0941'IN NORTHEASTERN MAPLE GROVE, 1.0 MI (1.6 KM) NORTH-NORTHWEST OF OSSEO,
 AI0941'1.0 MI (1.6 KM) WEST ALONG TRUNK HIGHWAY 610  FROM THE JUNCTION OF
 AI0941'TRUNK HIGHWAY 610 AND TRUNK HIGHWAY 169 IN BROOKLYN PARK, TO TRUNK
 AI0941'HIGHWAY 610 MILE POINT 4.1, IN NORTHEAST CORNER OF THE JUNCTION OF
 AI0941'REVERE LANE NORTH AND TRUNK HIGHWAY 610, 83 FT (25.3 M) EAST OF REVERE
 AI0941'LANE NORTH, 125 FT (38.1 M) NORTH OF TRUNK HIGHWAY 610, IN BASE OF
 AI0941'HIGH TENSION POWER LINE POLE NUMBER CDX 118.
 AI0941
 AI0941                          STATION RECOVERY (2015)
 AI0941
 AI0941'RECOVERY NOTE BY MN DEPT OF TRANSP 2015 (KMS)
 AI0941'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 AI0942 ***********************************************************************
 AI0942  DESIGNATION -  2771 G
 AI0942  PID         -  AI0942
 AI0942  STATE/COUNTY-  MN/HENNEPIN
 AI0942  COUNTRY     -  US
 AI0942  USGS QUAD   -  ANOKA (2019)
 AI0942
 AI0942                         *CURRENT SURVEY CONTROL
 AI0942  ______________________________________________________________________
 AI0942* NAD 83(1986) POSITION- 45 07 50.97   (N) 093 25 20.79   (W)   HD_HELD1
 AI0942* NAVD 88 ORTHO HEIGHT -   277.090 (meters)      909.09  (feet) ADJUSTED
 AI0942  ______________________________________________________________________
 AI0942  GEOID HEIGHT    -        -27.650 (meters)                     GEOID18
 AI0942  DYNAMIC HEIGHT  -        277.076 (meters)      909.04  (feet) COMP
 AI0942  MODELED GRAVITY -    980,557.4   (mgal)                       NAVD 88
 AI0942
 AI0942  VERT ORDER      -  SECOND    CLASS I
 AI0942
 AI0942.The horizontal coordinates were determined by differentially corrected
 AI0942.hand held GPS observations or other comparable positioning techniques
 AI0942.and have an estimated accuracy of +/- 3 meters.
 AI0942
 AI0942.The orthometric height was determined by differential leveling and
 AI0942.adjusted by the NATIONAL GEODETIC SURVEY
 AI0942.in October 1999.
 AI0942
 AI0942.Significant digits in the geoid height do not necessarily reflect accuracy.
 AI0942.GEOID18 height accuracy estimate available here.
 AI0942
 AI0942.Click photographs - Photos may exist for this station.
 AI0942
 AI0942.The dynamic height is computed by dividing the NAVD 88
 AI0942.geopotential number by the normal gravity value computed on the
 AI0942.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI0942.degrees latitude (g = 980.6199 gals.).
 AI0942
 AI0942.The modeled gravity was interpolated from observed gravity values.
 AI0942
 AI0942;                    North         East    Units  Estimated Accuracy
 AI0942;SPC MN S     -   336,925.8     845,433.7     MT  (+/- 3 meters HH1 GPS) 
 AI0942
 AI0942_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK6678097570(NAD 83)
 AI0942
 AI0942                          SUPERSEDED SURVEY CONTROL
 AI0942
 AI0942.No superseded survey control is available for this station.
 AI0942
 AI0942_MARKER: DV = VERTICAL CONTROL DISK
 AI0942_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AI0942_SP_SET: BASE OF P0WER LINE POLE
 AI0942_STAMPING: 2771-G 1992
 AI0942_MARK LOGO: MNDT
 AI0942_MAGNETIC: N = NO MAGNETIC MATERIAL
 AI0942_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AI0942_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AI0942+SATELLITE: SATELLITE OBSERVATIONS - March 25, 2015
 AI0942
 AI0942  HISTORY     - Date     Condition        Report By
 AI0942  HISTORY     - 19920413 MONUMENTED       MNDT
 AI0942  HISTORY     - 20040606 GOOD             USPSQD
 AI0942  HISTORY     - 20051112 GOOD             USPSQD
 AI0942  HISTORY     - 20061124 GOOD             USPSQD
 AI0942  HISTORY     - 20071107 GOOD             MNDT
 AI0942  HISTORY     - 20120329 GOOD             MNDT
 AI0942  HISTORY     - 20150325 GOOD             MNDT
 AI0942
 AI0942                          STATION DESCRIPTION
 AI0942
 AI0942'DESCRIBED BY MN DEPT OF TRANSP 1992 (HTS)
 AI0942'THE MARK IS LOCATED IN THE NE PART OF MAPLE GROVE IN THE NE 1/4 OF
 AI0942'SECTION 11, T119N, R22W.  THE MARK IS IN THE SW COR OF THE JCT OF 97TH
 AI0942'AVE NORTH AND ZACHARY LANE.  THE MARK, A STANDARD DISK SET IN THE
 AI0942'FOUNDATION OF A POWERLINE POLE, IS 78 FT (23.8 M) WEST OF ZACHARY LANE
 AI0942'NORTH, AND 75 FT (22.9 M) SOUTH OF 97TH AVE NORTH.
 AI0942
 AI0942                          STATION RECOVERY (2004)
 AI0942
 AI0942'RECOVERY NOTE BY US POWER SQUADRON 2004 (JCH)
 AI0942'RECOVERED IN GOOD CONDITION.
 AI0942
 AI0942                          STATION RECOVERY (2005)
 AI0942
 AI0942'RECOVERY NOTE BY US POWER SQUADRON 2005 (RCS)
 AI0942'RECOVERED IN GOOD CONDITION.
 AI0942
 AI0942                          STATION RECOVERY (2006)
 AI0942
 AI0942'RECOVERY NOTE BY US POWER SQUADRON 2006 (JCH)
 AI0942'RECOVERED IN GOOD CONDITION.
 AI0942
 AI0942                          STATION RECOVERY (2007)
 AI0942
 AI0942'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (VWC)
 AI0942'THE MARK IS LOCATED ABOUT 7.5 MI (12.1 KM) EAST-SOUTHEAST OF ROGERS,
 AI0942'5.0 MI (8.0 KM) SOUTH-SOUTHWEST OF ANOKA AND 1.2 MI (1.9 KM) NORTHWEST
 AI0942'OF OSSEO.
 AI0942'
 AI0942'TO REACH TO THE MARK IN NORTHEAST PART OF MAPLE GROVE, 1.25 MI (2.0
 AI0942'KM) NORTHWEST OF OSSEO, IN SOUTHWEST CORNER OF THE JUNCTION OF 97TH
 AI0942'AVENUE NORTH AND ZACHERY LANE, 78 FT (23.8 M) WEST OF ZACHERY LANE, 75
 AI0942'FT (22.9 M) SOUTH OF 97TH AVENUE NORTH, IN BASE OF HIGH TENSION POWER
 AI0942'LINE POLE.
 AI0942
 AI0942                          STATION RECOVERY (2012)
 AI0942
 AI0942'RECOVERY NOTE BY MN DEPT OF TRANSP 2012 (JBG)
 AI0942'IN NORTHEASTERN MAPLE GROVE, 1.25 MI (2.0 KM) NORTHWEST OF OSSEO, 1.55
 AI0942'MI (2.5 KM) WEST ALONG TRUNK HIGHWAY 610  FROM THE JUNCTION OF TRUNK
 AI0942'HIGHWAY 610 AND TRUNK HIGHWAY 169 IN BROOKLYN PARK, AT TRUNK HIGHWAY
 AI0942'610 MILE POINT 3.6, IN SOUTHEAST CORNER OF THE JUNCTION OF TRUNK
 AI0942'HIGHWAY 610 AND ZACHERY LANE, 78.0 FT (23.8 M) EAST OF ZACHERY LANE,
 AI0942'95.6 FT (29.1 M) NORTH OF TRUNK HIGHWAY 610, IN BASE OF HIGH TENSION
 AI0942'POWER LINE POLE.
 AI0942
 AI0942                          STATION RECOVERY (2015)
 AI0942
 AI0942'RECOVERY NOTE BY MN DEPT OF TRANSP 2015 (KMS)
 AI0942'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 AI0943 ***********************************************************************
 AI0943  DESIGNATION -  2771 H
 AI0943  PID         -  AI0943
 AI0943  STATE/COUNTY-  MN/HENNEPIN
 AI0943  COUNTRY     -  US
 AI0943  USGS QUAD   -  ANOKA (2019)
 AI0943
 AI0943                         *CURRENT SURVEY CONTROL
 AI0943  ______________________________________________________________________
 AI0943* NAD 83(1986) POSITION- 45 07 50.70   (N) 093 25 58.66   (W)   HD_HELD1
 AI0943* NAVD 88 ORTHO HEIGHT -   281.505 (meters)      923.57  (feet) ADJUSTED
 AI0943  ______________________________________________________________________
 AI0943  GEOID HEIGHT    -        -27.673 (meters)                     GEOID18
 AI0943  DYNAMIC HEIGHT  -        281.489 (meters)      923.52  (feet) COMP
 AI0943  MODELED GRAVITY -    980,553.5   (mgal)                       NAVD 88
 AI0943
 AI0943  VERT ORDER      -  SECOND    CLASS I
 AI0943
 AI0943.The horizontal coordinates were determined by differentially corrected
 AI0943.hand held GPS observations or other comparable positioning techniques
 AI0943.and have an estimated accuracy of +/- 3 meters.
 AI0943
 AI0943.The orthometric height was determined by differential leveling and
 AI0943.adjusted by the NATIONAL GEODETIC SURVEY
 AI0943.in September 2016.
 AI0943
 AI0943.Significant digits in the geoid height do not necessarily reflect accuracy.
 AI0943.GEOID18 height accuracy estimate available here.
 AI0943
 AI0943.Click photographs - Photos may exist for this station.
 AI0943
 AI0943.The dynamic height is computed by dividing the NAVD 88
 AI0943.geopotential number by the normal gravity value computed on the
 AI0943.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI0943.degrees latitude (g = 980.6199 gals.).
 AI0943
 AI0943.The modeled gravity was interpolated from observed gravity values.
 AI0943
 AI0943;                    North         East    Units  Estimated Accuracy
 AI0943;SPC MN S     -   336,911.7     844,606.3     MT  (+/- 3 meters HH1 GPS) 
 AI0943
 AI0943_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK6595397566(NAD 83)
 AI0943
 AI0943                          SUPERSEDED SURVEY CONTROL
 AI0943
 AI0943  NAVD 88 (10/28/99)  281.503  (m)          923.56   (f) SUPERSEDED  2 1
 AI0943
 AI0943.Superseded values are not recommended for survey control.
 AI0943
 AI0943.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI0943.See file dsdata.pdf to determine how the superseded data were derived.
 AI0943
 AI0943_MARKER: DV = VERTICAL CONTROL DISK
 AI0943_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AI0943_SP_SET: BASE POWER LINE POLE
 AI0943_STAMPING: 2771-H 1992
 AI0943_MARK LOGO: MNDT
 AI0943_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AI0943_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AI0943_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AI0943+SATELLITE: SATELLITE OBSERVATIONS - March 25, 2015
 AI0943
 AI0943  HISTORY     - Date     Condition        Report By
 AI0943  HISTORY     - 1992     MONUMENTED       MNDT
 AI0943  HISTORY     - 20040606 GOOD             USPSQD
 AI0943  HISTORY     - 20061124 GOOD             USPSQD
 AI0943  HISTORY     - 20071107 GOOD             MNDT
 AI0943  HISTORY     - 20150325 GOOD             MNDT
 AI0943
 AI0943                          STATION DESCRIPTION
 AI0943
 AI0943'DESCRIBED BY MN DEPT OF TRANSP 1992 (HTS)
 AI0943'THE MARK IS LOCATED IN THE NE PART OF MAPLE GROVE IN THE SW 1/4 OF
 AI0943'SECTION 11, T119N, R22W.  THE MARK IS LOCATED IN THE SW COR THE JCT OF
 AI0943'HEMLOCK LANE NORTH AND 97TH AVE NORTH.  THE MARK, A DISK SET IN THE
 AI0943'CONC FOOTING OF HIGH TENSION P-POLE NO 113, IS 60 FT (18.3 M) WEST OF
 AI0943'HEMLOCK LANE NORTH, AND 60 FT (18.3 M) SOUTH OF 97TH AVE NORTH.
 AI0943
 AI0943                          STATION RECOVERY (2004)
 AI0943
 AI0943'RECOVERY NOTE BY US POWER SQUADRON 2004 (JCH)
 AI0943'RECOVERED IN GOOD CONDITION.
 AI0943
 AI0943                          STATION RECOVERY (2006)
 AI0943
 AI0943'RECOVERY NOTE BY US POWER SQUADRON 2006 (JCH)
 AI0943'RECOVERED IN GOOD CONDITION.
 AI0943
 AI0943                          STATION RECOVERY (2007)
 AI0943
 AI0943'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (VWC)
 AI0943'THE MARK IS LOCATED ABOUT 7.1 MI (11.4 KM) SOUTHEAST OF ROGERS, 5.2 MI
 AI0943'(8.4 KM) SOUTH-SOUTHWEST OF ANOKA AND 1.7 MI (2.7 KM) WEST-NORTHWEST
 AI0943'OF OSSEO.
 AI0943'
 AI0943'TO REACH TO THE MARK IN NORTHEAST PART OF MAPLE GROVE, 2.25 MI (3.6
 AI0943'KM) NORTHWEST OF OSSEO, IN SOUTHWEST CORNER OF THE JUNCTION OF HEMLOCK
 AI0943'LANE NORTH AND 97TH AVENUE NORTH, 60 FT (18.3 M) WEST OF HEMLOCK LANE
 AI0943'NORTH, 60 FT (18.3 M) SOUTH OF 97TH AVENUE NORTH, IN BASE OF HIGH
 AI0943'TENSION POWER LINE POLE NUMBER 113.
 AI0943
 AI0943                          STATION RECOVERY (2015)
 AI0943
 AI0943'RECOVERY NOTE BY MN DEPT OF TRANSP 2015 (TJD)
 AI0943'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 AI0948 ***********************************************************************
 AI0948  DESIGNATION -  2771 L
 AI0948  PID         -  AI0948
 AI0948  STATE/COUNTY-  MN/HENNEPIN
 AI0948  COUNTRY     -  US
 AI0948  USGS QUAD   -  ROGERS (2019)
 AI0948
 AI0948                         *CURRENT SURVEY CONTROL
 AI0948  ______________________________________________________________________
 AI0948* NAD 83(1986) POSITION- 45 07 52.65   (N) 093 30 15.21   (W)   HD_HELD1
 AI0948* NAVD 88 ORTHO HEIGHT -   283.912 (meters)      931.47  (feet) ADJUSTED
 AI0948  ______________________________________________________________________
 AI0948  GEOID HEIGHT    -        -27.814 (meters)                     GEOID18
 AI0948  DYNAMIC HEIGHT  -        283.887 (meters)      931.39  (feet) COMP
 AI0948  MODELED GRAVITY -    980,523.7   (mgal)                       NAVD 88
 AI0948
 AI0948  VERT ORDER      -  SECOND    CLASS I
 AI0948
 AI0948.The horizontal coordinates were determined by differentially corrected
 AI0948.hand held GPS observations or other comparable positioning techniques
 AI0948.and have an estimated accuracy of +/- 3 meters.
 AI0948
 AI0948.The orthometric height was determined by differential leveling and
 AI0948.adjusted by the NATIONAL GEODETIC SURVEY
 AI0948.in October 1999.
 AI0948
 AI0948.Significant digits in the geoid height do not necessarily reflect accuracy.
 AI0948.GEOID18 height accuracy estimate available here.
 AI0948
 AI0948.Click photographs - Photos may exist for this station.
 AI0948
 AI0948.The dynamic height is computed by dividing the NAVD 88
 AI0948.geopotential number by the normal gravity value computed on the
 AI0948.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI0948.degrees latitude (g = 980.6199 gals.).
 AI0948
 AI0948.The modeled gravity was interpolated from observed gravity values.
 AI0948
 AI0948;                    North         East    Units  Estimated Accuracy
 AI0948;SPC MN S     -   336,935.5     839,000.0     MT  (+/- 3 meters HH1 GPS) 
 AI0948
 AI0948_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK6035097659(NAD 83)
 AI0948
 AI0948                          SUPERSEDED SURVEY CONTROL
 AI0948
 AI0948.No superseded survey control is available for this station.
 AI0948
 AI0948_MARKER: DV = VERTICAL CONTROL DISK
 AI0948_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AI0948_SP_SET: CONCRETE FOOTING
 AI0948_STAMPING: 2771 L 1992
 AI0948_MARK LOGO: MNDT
 AI0948_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AI0948_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AI0948_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI0948+SATELLITE: SATELLITE OBSERVATIONS - October 22, 2007
 AI0948
 AI0948  HISTORY     - Date     Condition        Report By
 AI0948  HISTORY     - 1992     MONUMENTED       MNDT
 AI0948  HISTORY     - 20031006 GOOD             USPSQD
 AI0948  HISTORY     - 20051105 GOOD             USPSQD
 AI0948  HISTORY     - 20071022 GOOD             MNDT
 AI0948
 AI0948                          STATION DESCRIPTION
 AI0948
 AI0948'DESCRIBED BY MN DEPT OF TRANSP 1992 (HTS)
 AI0948'THE MARK IS LOCATED IN THE NW PART OF MAPLE GROVE IN THE NW 1/4 OF
 AI0948'SECTION 8, T119N, R22W.  THE MARK IS LOCATED NEAR THE JCT OF CO RD 30
 AI0948'AND LAWNDALE LANE NORTH.  THE MARK, A DISK SET IN THE CONC FOOTING OF
 AI0948'HIGH TENSION P-POLE NO 92, IS 500 FT (152.4 M) WEST OF LAWNDALE LANE
 AI0948'NORTH, AND 1300 FT (396.2 M) NORTH OF CO RD 30.
 AI0948
 AI0948                          STATION RECOVERY (2003)
 AI0948
 AI0948'RECOVERY NOTE BY US POWER SQUADRON 2003 (NDM)
 AI0948'RECOVERED IN GOOD CONDITION.
 AI0948
 AI0948                          STATION RECOVERY (2005)
 AI0948
 AI0948'RECOVERY NOTE BY US POWER SQUADRON 2005 (NDM)
 AI0948'RECOVERED IN GOOD CONDITION.
 AI0948
 AI0948                          STATION RECOVERY (2007)
 AI0948
 AI0948'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (WEF)
 AI0948'THE MARK IS LOCATED ABOUT 6.3 MI (10.1 KM) NORTH OF HAMEL, 5.0 MI (8.0
 AI0948'KM) WEST OF OSSEO AND 4.6 MI (7.4 KM) SOUTH-SOUTHEAST OF ROGERS.
 AI0948'
 AI0948'TO REACH TO THE MARK IN NORTHWEST CORNER OF MAPLE GROVE, GO 1.0 MI
 AI0948'(1.6 KM) WEST ALONG COUNTY ROAD 30 FROM THE JUNCTION OF COUNTY ROAD 30
 AI0948'AND FAI 94, THEN 0.3 MI (0.5 KM) NORTH ON LAWNDALE LANE, THEN HIKE 500
 AI0948'FT (152.4 M) WEST TO POWER POLE, MARK IS IN THE SOUTH SIDE OF FIRST
 AI0948'POWER POLE (NUMBER 92) WEST OF LAWNDALE LANE.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 AI0947 ***********************************************************************
 AI0947  DESIGNATION -  2771 M
 AI0947  PID         -  AI0947
 AI0947  STATE/COUNTY-  MN/HENNEPIN
 AI0947  COUNTRY     -  US
 AI0947  USGS QUAD   -  ROGERS (2019)
 AI0947
 AI0947                         *CURRENT SURVEY CONTROL
 AI0947  ______________________________________________________________________
 AI0947* NAD 83(1986) POSITION- 45 07 52.71   (N) 093 30 41.43   (W)   HD_HELD1
 AI0947* NAVD 88 ORTHO HEIGHT -   283.200 (meters)      929.13  (feet) ADJUSTED
 AI0947  ______________________________________________________________________
 AI0947  GEOID HEIGHT    -        -27.825 (meters)                     GEOID18
 AI0947  DYNAMIC HEIGHT  -        283.176 (meters)      929.05  (feet) COMP
 AI0947  MODELED GRAVITY -    980,522.9   (mgal)                       NAVD 88
 AI0947
 AI0947  VERT ORDER      -  SECOND    CLASS I
 AI0947
 AI0947.The horizontal coordinates were determined by differentially corrected
 AI0947.hand held GPS observations or other comparable positioning techniques
 AI0947.and have an estimated accuracy of +/- 3 meters.
 AI0947
 AI0947.The orthometric height was determined by differential leveling and
 AI0947.adjusted by the NATIONAL GEODETIC SURVEY
 AI0947.in October 1999.
 AI0947
 AI0947.Significant digits in the geoid height do not necessarily reflect accuracy.
 AI0947.GEOID18 height accuracy estimate available here.
 AI0947
 AI0947.Click photographs - Photos may exist for this station.
 AI0947
 AI0947.The dynamic height is computed by dividing the NAVD 88
 AI0947.geopotential number by the normal gravity value computed on the
 AI0947.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI0947.degrees latitude (g = 980.6199 gals.).
 AI0947
 AI0947.The modeled gravity was interpolated from observed gravity values.
 AI0947
 AI0947;                    North         East    Units  Estimated Accuracy
 AI0947;SPC MN S     -   336,933.9     838,427.0     MT  (+/- 3 meters HH1 GPS) 
 AI0947
 AI0947_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK5977797664(NAD 83)
 AI0947
 AI0947                          SUPERSEDED SURVEY CONTROL
 AI0947
 AI0947.No superseded survey control is available for this station.
 AI0947
 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 - October 22, 2007
 AI0947
 AI0947  HISTORY     - Date     Condition        Report By
 AI0947  HISTORY     - 1992     MONUMENTED       MNDT
 AI0947  HISTORY     - 20071022 GOOD             MNDT
 AI0947
 AI0947                          STATION DESCRIPTION
 AI0947
 AI0947'DESCRIBED BY MN DEPT OF TRANSP 1992 (HTS)
 AI0947'THE MARK IS LOCATED IN THE NW PART OF MAPLE GROVE IN THE NE 1/4 OF
 AI0947'SECTION 7, T119N, R22W.  THE MARK IS LOCATED 0.55 MI (0.89 KM) EAST OF
 AI0947'CO RD 101.  THE MARK, A DISK SET IN THE CONCRETE FOUNDATION OF HIGH
 AI0947'TENSION P-POLE NO 90, IS 65 FT (19.8 M) NORTH OF CO RD 30.
 AI0947
 AI0947                          STATION RECOVERY (2007)
 AI0947
 AI0947'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (WEF)
 AI0947'THE MARK IS LOCATED ABOUT 6.3 MI (10.1 KM) NORTH OF HAMEL, 5.4 MI (8.7
 AI0947'KM) WEST OF OSSEO AND 4.5 MI (7.2 KM) SOUTH-SOUTHEAST OF ROGERS.
 AI0947'
 AI0947'TO REACH TO THE MARK IN NORTHWEST CORNER OF MAPLE GROVE, GO 1.5 MI
 AI0947'(2.4 KM) WEST ALONG COUNTY ROAD 30 FROM THE JUNCTION OF COUNTY ROAD 30
 AI0947'AND FAI 94, 65 FT (19.8 M) NORTH OF COUNTY ROAD 30, IN SOUTH SIDE OF
 AI0947'BASE OF HIGH TENSION POWER LINE POLE NUMBER 90.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 AI0946 ***********************************************************************
 AI0946  DESIGNATION -  2771 N
 AI0946  PID         -  AI0946
 AI0946  STATE/COUNTY-  MN/HENNEPIN
 AI0946  COUNTRY     -  US
 AI0946  USGS QUAD   -  ROGERS (2019)
 AI0946
 AI0946                         *CURRENT SURVEY CONTROL
 AI0946  ______________________________________________________________________
 AI0946* NAD 83(1986) POSITION- 45 08 18.09   (N) 093 30 35.00   (W)   HD_HELD1
 AI0946* NAVD 88 ORTHO HEIGHT -   287.851 (meters)      944.39  (feet) ADJUSTED
 AI0946  ______________________________________________________________________
 AI0946  GEOID HEIGHT    -        -27.860 (meters)                     GEOID18
 AI0946  DYNAMIC HEIGHT  -        287.825 (meters)      944.31  (feet) COMP
 AI0946  MODELED GRAVITY -    980,520.1   (mgal)                       NAVD 88
 AI0946
 AI0946  VERT ORDER      -  SECOND    CLASS I
 AI0946
 AI0946.The horizontal coordinates were determined by differentially corrected
 AI0946.hand held GPS observations or other comparable positioning techniques
 AI0946.and have an estimated accuracy of +/- 3 meters.
 AI0946
 AI0946.The orthometric height was determined by differential leveling and
 AI0946.adjusted by the NATIONAL GEODETIC SURVEY
 AI0946.in October 1999.
 AI0946
 AI0946.Significant digits in the geoid height do not necessarily reflect accuracy.
 AI0946.GEOID18 height accuracy estimate available here.
 AI0946
 AI0946.Click photographs - Photos may exist for this station.
 AI0946
 AI0946.The dynamic height is computed by dividing the NAVD 88
 AI0946.geopotential number by the normal gravity value computed on the
 AI0946.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI0946.degrees latitude (g = 980.6199 gals.).
 AI0946
 AI0946.The modeled gravity was interpolated from observed gravity values.
 AI0946
 AI0946;                    North         East    Units  Estimated Accuracy
 AI0946;SPC MN S     -   337,718.2     838,562.8     MT  (+/- 3 meters HH1 GPS) 
 AI0946
 AI0946_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK5992298446(NAD 83)
 AI0946
 AI0946                          SUPERSEDED SURVEY CONTROL
 AI0946
 AI0946.No superseded survey control is available for this station.
 AI0946
 AI0946_MARKER: DV = VERTICAL CONTROL DISK
 AI0946_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 AI0946_STAMPING: 2771 N 1992
 AI0946_MARK LOGO: MNDT
 AI0946_PROJECTION: RECESSED 10 CENTIMETERS
 AI0946_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AI0946_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AI0946_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI0946+SATELLITE: SATELLITE OBSERVATIONS - October 29, 2007
 AI0946_ROD/PIPE-DEPTH: 15.2 meters
 AI0946
 AI0946  HISTORY     - Date     Condition        Report By
 AI0946  HISTORY     - 1992     MONUMENTED       MNDT
 AI0946  HISTORY     - 20071029 GOOD             MNDT
 AI0946
 AI0946                          STATION DESCRIPTION
 AI0946
 AI0946'DESCRIBED BY MN DEPT OF TRANSP 1992 (HTS)
 AI0946'THE MARK IS LOCATED IN THE NW CORNER OF MAPLE GROVE IN THE SE 1/4 OF
 AI0946'SECTION 6, T119N, R22W.  THE MARK IS LOCATED NEAR THE JCT OF 101ST AVE
 AI0946'NORTH AND TROY LANE NORTH.  THE MARK, A DISK SET ON A DRIVEN ALUMINUM
 AI0946'ROD, IS 18 FT (5.5 M) NORTH OF 101ST AVE NORTH, 680 FT (207.3 M) EAST
 AI0946'OF TROY LANE NORTH, 58 FT (17.7 M) WEST OF A FIELD ENTRANCE, 78.2 FT
 AI0946'(23.8 M) NW OF A P-POLE, 12.1 FT (3.7 M) SOUTH OF A P-POLE, AND 11.8
 AI0946'FT (3.6 M) SOUTH OF A WITNESS POST.
 AI0946
 AI0946                          STATION RECOVERY (2007)
 AI0946
 AI0946'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (WEF)
 AI0946'THE MARK IS LOCATED ABOUT 6.8 MI (10.9 KM) NORTH OF HAMEL, 5.4 MI (8.7
 AI0946'KM) WEST-NORTHWEST OF OSSEO AND 4.1 MI (6.6 KM) SOUTH-SOUTHEAST OF
 AI0946'ROGERS.
 AI0946'
 AI0946'TO REACH TO THE MARK IN NORTHWEST CORNER OF MAPLE GROVE, GO 2.0 MI
 AI0946'(3.2 KM) WEST ON COUNTY ROAD 30 FROM THE JUNCTION OF COUNTY ROAD 30
 AI0946'AND FAI 94, THEN 0.7 MI (1.1 KM) NORTH ON COUNTY ROAD 116 (BROCKTON
 AI0946'LANE NORTH), THEN 0.3 MI (0.5 KM) EAST ON 101ST AVENUE, 18 FT (5.5 M)
 AI0946'NORTH OF 101ST AVENUE NORTH, 680 FT (207.3 M) EAST OF TROY LANE NORTH,
 AI0946'78.2 FT (23.8 M) NORTHWEST OF POWER POLE, 58 FT (17.7 M) WEST OF A
 AI0946'FIELD ENTRANCE, 12.1 FT (3.7 M) SOUTH OF POWER POLE, 11.8 FT (3.6 M)
 AI0946'SOUTH OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 AI0945 ***********************************************************************
 AI0945  DESIGNATION -  2771 P
 AI0945  PID         -  AI0945
 AI0945  STATE/COUNTY-  MN/HENNEPIN
 AI0945  COUNTRY     -  US
 AI0945  USGS QUAD   -  ROGERS (2019)
 AI0945
 AI0945                         *CURRENT SURVEY CONTROL
 AI0945  ______________________________________________________________________
 AI0945* NAD 83(1986) POSITION- 45 08 18.12   (N) 093 30 09.01   (W)   HD_HELD1
 AI0945* NAVD 88 ORTHO HEIGHT -   284.731 (meters)      934.16  (feet) ADJUSTED
 AI0945  ______________________________________________________________________
 AI0945  GEOID HEIGHT    -        -27.850 (meters)                     GEOID18
 AI0945  DYNAMIC HEIGHT  -        284.706 (meters)      934.07  (feet) COMP
 AI0945  MODELED GRAVITY -    980,520.6   (mgal)                       NAVD 88
 AI0945
 AI0945  VERT ORDER      -  SECOND    CLASS I
 AI0945
 AI0945.The horizontal coordinates were determined by differentially corrected
 AI0945.hand held GPS observations or other comparable positioning techniques
 AI0945.and have an estimated accuracy of +/- 3 meters.
 AI0945
 AI0945.The orthometric height was determined by differential leveling and
 AI0945.adjusted by the NATIONAL GEODETIC SURVEY
 AI0945.in October 1999.
 AI0945
 AI0945.Significant digits in the geoid height do not necessarily reflect accuracy.
 AI0945.GEOID18 height accuracy estimate available here.
 AI0945
 AI0945.Click photographs - Photos may exist for this station.
 AI0945
 AI0945.The dynamic height is computed by dividing the NAVD 88
 AI0945.geopotential number by the normal gravity value computed on the
 AI0945.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI0945.degrees latitude (g = 980.6199 gals.).
 AI0945
 AI0945.The modeled gravity was interpolated from observed gravity values.
 AI0945
 AI0945;                    North         East    Units  Estimated Accuracy
 AI0945;SPC MN S     -   337,722.5     839,130.7     MT  (+/- 3 meters HH1 GPS) 
 AI0945
 AI0945_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK6049098444(NAD 83)
 AI0945
 AI0945                          SUPERSEDED SURVEY CONTROL
 AI0945
 AI0945.No superseded survey control is available for this station.
 AI0945
 AI0945_MARKER: DV = VERTICAL CONTROL DISK
 AI0945_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 AI0945_STAMPING: 2771 P 1992
 AI0945_MARK LOGO: MNDT
 AI0945_PROJECTION: RECESSED 10 CENTIMETERS
 AI0945_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AI0945_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AI0945_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI0945+SATELLITE: SATELLITE OBSERVATIONS - May 22, 2008
 AI0945_ROD/PIPE-DEPTH: 15.2 meters
 AI0945
 AI0945  HISTORY     - Date     Condition        Report By
 AI0945  HISTORY     - 1992     MONUMENTED       MNDT
 AI0945  HISTORY     - 20031006 GOOD             USPSQD
 AI0945  HISTORY     - 20051105 GOOD             USPSQD
 AI0945  HISTORY     - 20071029 GOOD             MNDT
 AI0945  HISTORY     - 20080522 GOOD             MNDT
 AI0945
 AI0945                          STATION DESCRIPTION
 AI0945
 AI0945'DESCRIBED BY MN DEPT OF TRANSP 1992 (HTS)
 AI0945'THE MARK IS LOCATED IN THE NW CORNER OF MAPLE GROVE IN THE SW 1/4 OF
 AI0945'SECTION 5, T119N, R22W.  THE MARK IS LOCATED AT THE JCT OF 101ST AVE
 AI0945'NORTH AND LAWNDALE LANE NORTH.  THE MARK, A DISK SET ON A DRIVEN
 AI0945'ALUMINUM ROD, IS 20.5 FT (6.2 M) NORTH OF 101ST AVE NORTH, ON LINE
 AI0945'WITH THE EXTENDED CENTER OF LAWNDALE LANE NORTH, 37.2 FT (11.3 M) WEST
 AI0945'OF A P-POLE WITH TRANSFORMER AND LIGHT, AND 9.0 FT (2.7 M) SOUTH OF A
 AI0945'WITNESS POST.
 AI0945
 AI0945                          STATION RECOVERY (2003)
 AI0945
 AI0945'RECOVERY NOTE BY US POWER SQUADRON 2003 (NDM)
 AI0945'RECOVERED IN GOOD CONDITION.
 AI0945
 AI0945                          STATION RECOVERY (2005)
 AI0945
 AI0945'RECOVERY NOTE BY US POWER SQUADRON 2005 (NDM)
 AI0945'RECOVERED IN GOOD CONDITION.
 AI0945
 AI0945                          STATION RECOVERY (2007)
 AI0945
 AI0945'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (WEF)
 AI0945'THE MARK IS LOCATED ABOUT 6.8 MI (10.9 KM) NORTH OF HAMEL, 5.1 MI (8.2
 AI0945'KM) WEST-NORTHWEST OF OSSEO AND 4.3 MI (6.9 KM) SOUTHEAST OF ROGERS.
 AI0945'TO REACH TO THE MARK IN NORTHWEST CORNER OF MAPLE GROVE, GO 1.0 MI
 AI0945'(1.6 KM) WEST ON COUNTY ROAD 30 FROM THE JUNCTION OF COUNTY ROAD 30
 AI0945'AND FAI 94, THEN 0.7 MI (1.1 KM) NORTH ON LAWNDALE LANE NORTH, 20.5 FT
 AI0945'(6.2 M) NORTH OF 101ST AVENUE NORTH, ON EXTENDED CENTER OF LAWNDALE
 AI0945'LANE NORTH, 37.2 FT (11.3 M) WEST OF POWER POLE WITH TRANSFORMER AND
 AI0945'STREET LIGHT, 9.0 FT (2.7 M) SOUTH OF A WITNESS POST, 2.0 FEET WEST OF
 AI0945'STREET SIGN, 1.0 FT (0.3 M) SOUTH OF A WITNESS POST.
 AI0945
 AI0945                          STATION RECOVERY (2008)
 AI0945
 AI0945'RECOVERY NOTE BY MN DEPT OF TRANSP 2008 (MDL)
 AI0945'THE MARK IS LOCATED ABOUT 6.8 MI (10.9 KM) NORTH OF HAMEL, 5.1 MI (8.2
 AI0945'KM) WEST-NORTHWEST OF OSSEO AND 4.3 MI (6.9 KM) SOUTHEAST OF ROGERS.
 AI0945'TO REACH TO THE MARK IN NORTHWEST CORNER OF MAPLE GROVE, GO 1.0 MI
 AI0945'(1.6 KM) WEST ON COUNTY ROAD 30 FROM THE JUNCTION OF COUNTY ROAD 30
 AI0945'AND INTERSTATE HIGHWAY 94, THEN 0.7 MI (1.1 KM) NORTH ON LAWNDALE LANE
 AI0945'NORTH, 20.5 FT (6.2 M) NORTH OF 101ST AVENUE NORTH, ON EXTENDED CENTER
 AI0945'OF LAWNDALE LANE NORTH, 37.2 FT (11.3 M) WEST OF POWER POLE WITH
 AI0945'TRANSFORMER AND STREET LIGHT, 9.0 FT (2.7 M) SOUTH OF A WITNESS POST,
 AI0945'2.0 FEET WEST OF STREET SIGN, 1.0 FT (0.3 M) SOUTH OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DK6468 ***********************************************************************
 DK6468  DESIGNATION -  2771 R
 DK6468  PID         -  DK6468
 DK6468  STATE/COUNTY-  MN/HENNEPIN
 DK6468  COUNTRY     -  US
 DK6468  USGS QUAD   -  MINNEAPOLIS NORTH (2019)
 DK6468
 DK6468                         *CURRENT SURVEY CONTROL
 DK6468  ______________________________________________________________________
 DK6468* NAD 83(1986) POSITION- 45 07 19.60   (N) 093 18 33.97   (W)   HD_HELD1
 DK6468* NAVD 88 ORTHO HEIGHT -   270.170 (meters)      886.38  (feet) ADJUSTED
 DK6468  ______________________________________________________________________
 DK6468  GEOID HEIGHT    -        -27.413 (meters)                     GEOID18
 DK6468  DYNAMIC HEIGHT  -        270.165 (meters)      886.37  (feet) COMP
 DK6468  MODELED GRAVITY -    980,590.3   (mgal)                       NAVD 88
 DK6468
 DK6468  VERT ORDER      -  SECOND    CLASS I
 DK6468
 DK6468.The horizontal coordinates were determined by differentially corrected
 DK6468.hand held GPS observations or other comparable positioning techniques
 DK6468.and have an estimated accuracy of +/- 3 meters.
 DK6468
 DK6468.The orthometric height was determined by differential leveling and
 DK6468.adjusted by the NATIONAL GEODETIC SURVEY
 DK6468.in October 2008.
 DK6468
 DK6468.Significant digits in the geoid height do not necessarily reflect accuracy.
 DK6468.GEOID18 height accuracy estimate available here.
 DK6468
 DK6468.Click photographs - Photos may exist for this station.
 DK6468
 DK6468.The dynamic height is computed by dividing the NAVD 88
 DK6468.geopotential number by the normal gravity value computed on the
 DK6468.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK6468.degrees latitude (g = 980.6199 gals.).
 DK6468
 DK6468.The modeled gravity was interpolated from observed gravity values.
 DK6468
 DK6468;                    North         East    Units  Estimated Accuracy
 DK6468;SPC MN S     -   336,026.4     854,331.3     MT  (+/- 3 meters HH1 GPS) 
 DK6468
 DK6468_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK7566396562(NAD 83)
 DK6468
 DK6468                          SUPERSEDED SURVEY CONTROL
 DK6468
 DK6468.No superseded survey control is available for this station.
 DK6468
 DK6468_MARKER: DD = SURVEY DISK
 DK6468_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DK6468_SP_SET: BRIDGE RAILING
 DK6468_STAMPING: 2771 R 2001
 DK6468_MARK LOGO: MNDT
 DK6468_MAGNETIC: N = NO MAGNETIC MATERIAL
 DK6468_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DK6468_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DK6468+SATELLITE: SATELLITE OBSERVATIONS - March 25, 2015
 DK6468
 DK6468  HISTORY     - Date     Condition        Report By
 DK6468  HISTORY     - 20010401 MONUMENTED       MNDT
 DK6468  HISTORY     - 20011106 GOOD             MNDT
 DK6468  HISTORY     - 20120327 GOOD             MNDT
 DK6468  HISTORY     - 20150325 GOOD             MNDT
 DK6468
 DK6468                          STATION DESCRIPTION
 DK6468
 DK6468'DESCRIBED BY MN DEPT OF TRANSP 2001 (WAS)
 DK6468'THE MARK IS LOCATED ABOUT 6.5 MI (10.5 KM) NORTHWEST OF NEW BRIGHTON,
 DK6468'6.5 MI (10.5 KM) SOUTHEAST OF ANOKA AND 4.6 MI (7.4 KM) EAST OF OSSEO
 DK6468'IN BROOKLYN PARK, SET IN BRIDGE RAIL AT SOUTHEAST CORNER OF NORTHBOUND
 DK6468'TRUNK HIGHWAY 252 JUNCTION RAMP OVER TRUNK HIGHWAY 610 TO WESTBOUND
 DK6468'TRUNK HIGHWAY 610, 15.5 FT (4.7 M) EAST OF WESTBOUND TRUNK HIGHWAY 610
 DK6468'BRIDGE NUMBER 27217, 21.8 FT (6.6 M) NORTH OF THE SOUTHEAST CORNER OF
 DK6468'END RAIL, MARK IS SET FLUSH.
 DK6468
 DK6468                          STATION RECOVERY (2012)
 DK6468
 DK6468'RECOVERY NOTE BY MN DEPT OF TRANSP 2012 (JBG)
 DK6468'IN BROOKLYN PARK, IN BRIDGE RAILING IN SOUTHEAST CORNER OF NORTHBOUND
 DK6468'TRUNK HIGHWAY 252 BRIDGE NUMBER 27217 OVER TRUNK HIGHWAY 610 TO
 DK6468'WESTBOUND TRUNK HIGHWAY 610, 1.0 MI (1.6 KM) NORTH ALONG TRUNK HIGHWAY
 DK6468'252  FROM THE JUNCTION OF TRUNK HIGHWAY 252 AND 85TH AVENUE NORTH,
 DK6468'15.5 FT (4.7 M) EAST OF TRUNK HIGHWAY 252, 21.8 FT (6.6 M) NORTHWEST
 DK6468'OF BRIDGE RAILING END.
 DK6468
 DK6468                          STATION RECOVERY (2015)
 DK6468
 DK6468'RECOVERY NOTE BY MN DEPT OF TRANSP 2015 (KMS)
 DK6468'IN BROOKLYN PARK, IN BRIDGE RAILING IN SOUTHEAST CORNER OF NORTHBOUND
 DK6468'TRUNK HIGHWAY 252 BRIDGE NUMBER 27217 OVER TRUNK HIGHWAY 610 TO
 DK6468'WESTBOUND TRUNK HIGHWAY 610, 1.0 MI (1.6 KM) NORTH ALONG TRUNK HIGHWAY
 DK6468'252  FROM THE JUNCTION OF TRUNK HIGHWAY 252 AND 85TH AVENUE NORTH,
 DK6468'15.5 FT (4.7 M) EAST OF TRUNK HIGHWAY 252.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DK6481 ***********************************************************************
 DK6481  DESIGNATION -  2771 S
 DK6481  PID         -  DK6481
 DK6481  STATE/COUNTY-  MN/HENNEPIN
 DK6481  COUNTRY     -  US
 DK6481  USGS QUAD   -  MINNEAPOLIS NORTH (2019)
 DK6481
 DK6481                         *CURRENT SURVEY CONTROL
 DK6481  ______________________________________________________________________
 DK6481* NAD 83(1986) POSITION- 45 07 25.70   (N) 093 20 08.64   (W)   HD_HELD1
 DK6481* NAVD 88 ORTHO HEIGHT -   270.556 (meters)      887.65  (feet) ADJUSTED
 DK6481  ______________________________________________________________________
 DK6481  GEOID HEIGHT    -        -27.452 (meters)                     GEOID18
 DK6481  DYNAMIC HEIGHT  -        270.549 (meters)      887.63  (feet) COMP
 DK6481  MODELED GRAVITY -    980,583.0   (mgal)                       NAVD 88
 DK6481
 DK6481  VERT ORDER      -  SECOND    CLASS I
 DK6481
 DK6481.The horizontal coordinates were determined by differentially corrected
 DK6481.hand held GPS observations or other comparable positioning techniques
 DK6481.and have an estimated accuracy of +/- 3 meters.
 DK6481
 DK6481.The orthometric height was determined by differential leveling and
 DK6481.adjusted by the NATIONAL GEODETIC SURVEY
 DK6481.in October 2008.
 DK6481
 DK6481.Significant digits in the geoid height do not necessarily reflect accuracy.
 DK6481.GEOID18 height accuracy estimate available here.
 DK6481
 DK6481.Click photographs - Photos may exist for this station.
 DK6481
 DK6481.The dynamic height is computed by dividing the NAVD 88
 DK6481.geopotential number by the normal gravity value computed on the
 DK6481.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK6481.degrees latitude (g = 980.6199 gals.).
 DK6481
 DK6481.The modeled gravity was interpolated from observed gravity values.
 DK6481
 DK6481;                    North         East    Units  Estimated Accuracy
 DK6481;SPC MN S     -   336,197.6     852,260.8     MT  (+/- 3 meters HH1 GPS) 
 DK6481
 DK6481_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK7359696758(NAD 83)
 DK6481
 DK6481                          SUPERSEDED SURVEY CONTROL
 DK6481
 DK6481.No superseded survey control is available for this station.
 DK6481
 DK6481_MARKER: DD = SURVEY DISK
 DK6481_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DK6481_SP_SET: BRIDGE RAILING
 DK6481_STAMPING: 2771 S 2001
 DK6481_MARK LOGO: MNDT
 DK6481_MAGNETIC: N = NO MAGNETIC MATERIAL
 DK6481_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DK6481_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DK6481+SATELLITE: SATELLITE OBSERVATIONS - March 25, 2015
 DK6481
 DK6481  HISTORY     - Date     Condition        Report By
 DK6481  HISTORY     - 20010401 MONUMENTED       MNDT
 DK6481  HISTORY     - 20011106 GOOD             MNDT
 DK6481  HISTORY     - 20120327 GOOD             MNDT
 DK6481  HISTORY     - 20150325 GOOD             MNDT
 DK6481
 DK6481                          STATION DESCRIPTION
 DK6481
 DK6481'DESCRIBED BY MN DEPT OF TRANSP 2001 (WAS)
 DK6481'THE MARK IS LOCATED ABOUT 7.7 MI (12.4 KM) WEST-NORTHWEST OF NEW
 DK6481'BRIGHTON, 5.7 MI (9.2 KM) SOUTH-SOUTHEAST OF ANOKA AND 3.3 MI (5.3 KM)
 DK6481'EAST OF OSSEO IN BROOKLYN PARK, 1.5 MI (2.4 KM) WEST OF NOBLE PARKWAY,
 DK6481'IN RAIL AT SOUTHEAST CORNER OF NOBLE PARKWAY BRIDGE NUMBER 27221 OVER
 DK6481'TRUNK HIGHWAY 610, AT TRUNK HIGHWAY 610 MILEPOST 7.85, 18.8 FT (5.7 M)
 DK6481'EAST OF NORTHBOUND NOBLES PARKWAY, 5.5 FT (1.7 M) WEST OF SIDEWALK,
 DK6481'MARK IS SET FLUSH.
 DK6481
 DK6481                          STATION RECOVERY (2012)
 DK6481
 DK6481'RECOVERY NOTE BY MN DEPT OF TRANSP 2012 (JBG)
 DK6481'IN BROOKLYN PARK, IN BRIDGE RAILING IN SOUTHEAST CORNER OF NOBLES
 DK6481'AVENUE BRIDGE NUMBER 27221 OVER TRUNK HIGHWAY 610, 1.1 MI (1.8 KM)
 DK6481'NORTH ALONG NOBLE AVENUE NORTH  FROM THE JUNCTION OF NOBLE AVENUE
 DK6481'NORTH AND 85TH AVENUE NORTH AT TRUNK HIGHWAY 610 MILE POINT 7.85, 18.8
 DK6481'FT (5.7 M) EAST OF NORTHBOUND NOBLES AVENUE, 5.5 FT (1.7 M) WEST OF
 DK6481'SIDEWALK.
 DK6481
 DK6481                          STATION RECOVERY (2015)
 DK6481
 DK6481'RECOVERY NOTE BY MN DEPT OF TRANSP 2015 (KMS)
 DK6481'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DK6469 ***********************************************************************
 DK6469  DESIGNATION -  2771 T
 DK6469  PID         -  DK6469
 DK6469  STATE/COUNTY-  MN/HENNEPIN
 DK6469  COUNTRY     -  US
 DK6469  USGS QUAD   -  COON RAPIDS (2019)
 DK6469
 DK6469                         *CURRENT SURVEY CONTROL
 DK6469  ______________________________________________________________________
 DK6469* NAD 83(1986) POSITION- 45 07 30.70   (N) 093 20 45.81   (W)   HD_HELD1
 DK6469* NAVD 88 ORTHO HEIGHT -   273.671 (meters)      897.87  (feet) ADJUSTED
 DK6469  ______________________________________________________________________
 DK6469  GEOID HEIGHT    -        -27.474 (meters)                     GEOID18
 DK6469  DYNAMIC HEIGHT  -        273.663 (meters)      897.84  (feet) COMP
 DK6469  MODELED GRAVITY -    980,580.1   (mgal)                       NAVD 88
 DK6469
 DK6469  VERT ORDER      -  SECOND    CLASS I
 DK6469
 DK6469.The horizontal coordinates were determined by differentially corrected
 DK6469.hand held GPS observations or other comparable positioning techniques
 DK6469.and have an estimated accuracy of +/- 3 meters.
 DK6469
 DK6469.The orthometric height was determined by differential leveling and
 DK6469.adjusted by the NATIONAL GEODETIC SURVEY
 DK6469.in October 2008.
 DK6469
 DK6469.Significant digits in the geoid height do not necessarily reflect accuracy.
 DK6469.GEOID18 height accuracy estimate available here.
 DK6469
 DK6469.Click photographs - Photos may exist for this station.
 DK6469
 DK6469.The dynamic height is computed by dividing the NAVD 88
 DK6469.geopotential number by the normal gravity value computed on the
 DK6469.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK6469.degrees latitude (g = 980.6199 gals.).
 DK6469
 DK6469.The modeled gravity was interpolated from observed gravity values.
 DK6469
 DK6469;                    North         East    Units  Estimated Accuracy
 DK6469;SPC MN S     -   336,345.4     851,447.3     MT  (+/- 3 meters HH1 GPS) 
 DK6469
 DK6469_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK7278496916(NAD 83)
 DK6469
 DK6469                          SUPERSEDED SURVEY CONTROL
 DK6469
 DK6469.No superseded survey control is available for this station.
 DK6469
 DK6469_MARKER: DD = SURVEY DISK
 DK6469_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DK6469_SP_SET: BRIDGE RAILING
 DK6469_STAMPING: 2771 T 2001
 DK6469_MARK LOGO: MNDT
 DK6469_MAGNETIC: N = NO MAGNETIC MATERIAL
 DK6469_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DK6469_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DK6469+SATELLITE: SATELLITE OBSERVATIONS - March 25, 2015
 DK6469
 DK6469  HISTORY     - Date     Condition        Report By
 DK6469  HISTORY     - 20010702 MONUMENTED       MNDT
 DK6469  HISTORY     - 20011106 GOOD             MNDT
 DK6469  HISTORY     - 20150325 GOOD             MNDT
 DK6469
 DK6469                          STATION DESCRIPTION
 DK6469
 DK6469'DESCRIBED BY MN DEPT OF TRANSP 2001 (WAS)
 DK6469'THE MARK IS LOCATED ABOUT 8.2 MI (13.2 KM) WEST-NORTHWEST OF NEW
 DK6469'BRIGHTON, 5.4 MI (8.7 KM) SOUTH-SOUTHEAST OF ANOKA AND 2.8 MI (4.5 KM)
 DK6469'EAST OF OSSEO IN BROOKLYN PARK, 2.0 MI (3.2 KM) WEST OF REGENT AVENUE,
 DK6469'IN RAIL AT SOUTHEAST CORNER OF REGENT AVENUE BRIDGE NUMBER 27222 OVER
 DK6469'TRUNK HIGHWAY 610, AT TRUNK HIGHWAY 610 MILEPOST 7.3, 28.1 FT (8.6 M)
 DK6469'EAST OF REGENT AVENUE, 6.5 FT (2.0 M) EAST OF BACK CURB, MARK IS SET
 DK6469'FLUSH.
 DK6469
 DK6469                          STATION RECOVERY (2015)
 DK6469
 DK6469'RECOVERY NOTE BY MN DEPT OF TRANSP 2015 (KMS)
 DK6469'IN BROOKLYN PARK, IN BRIDGE RAILING IN SOUTHEAST CORNER OF REGENT
 DK6469'AVENUE BRIDGE NUMBER 27222 OVER TRUNK HIGHWAY 610, 0.1 MI (0.2 KM)
 DK6469'NORTH ALONG REGENT AVENUE NORTH  FROM THE JUNCTION OF REGENT AVENUE
 DK6469'NORTH AND 93RD AVENUE NORTH, AT TRUNK HIGHWAY 610 MILE POINT 7.3, 28.1
 DK6469'FT (8.6 M) EAST OF REGENT AVENUE, 6.5 FT (2.0 M) EAST OF BACK-OF-CURB.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DK6470 ***********************************************************************
 DK6470  DESIGNATION -  2771 U
 DK6470  PID         -  DK6470
 DK6470  STATE/COUNTY-  MN/HENNEPIN
 DK6470  COUNTRY     -  US
 DK6470  USGS QUAD   -  COON RAPIDS (2019)
 DK6470
 DK6470                         *CURRENT SURVEY CONTROL
 DK6470  ______________________________________________________________________
 DK6470* NAD 83(1986) POSITION- 45 07 33.66   (N) 093 20 46.57   (W)   HD_HELD1
 DK6470* NAVD 88 ORTHO HEIGHT -   274.461 (meters)      900.46  (feet) ADJUSTED
 DK6470  ______________________________________________________________________
 DK6470  GEOID HEIGHT    -        -27.478 (meters)                     GEOID18
 DK6470  DYNAMIC HEIGHT  -        274.453 (meters)      900.43  (feet) COMP
 DK6470  MODELED GRAVITY -    980,579.6   (mgal)                       NAVD 88
 DK6470
 DK6470  VERT ORDER      -  SECOND    CLASS I
 DK6470
 DK6470.The horizontal coordinates were determined by differentially corrected
 DK6470.hand held GPS observations or other comparable positioning techniques
 DK6470.and have an estimated accuracy of +/- 3 meters.
 DK6470
 DK6470.The orthometric height was determined by differential leveling and
 DK6470.adjusted by the NATIONAL GEODETIC SURVEY
 DK6470.in October 2008.
 DK6470
 DK6470.Significant digits in the geoid height do not necessarily reflect accuracy.
 DK6470.GEOID18 height accuracy estimate available here.
 DK6470
 DK6470.Click photographs - Photos may exist for this station.
 DK6470
 DK6470.The dynamic height is computed by dividing the NAVD 88
 DK6470.geopotential number by the normal gravity value computed on the
 DK6470.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK6470.degrees latitude (g = 980.6199 gals.).
 DK6470
 DK6470.The modeled gravity was interpolated from observed gravity values.
 DK6470
 DK6470;                    North         East    Units  Estimated Accuracy
 DK6470;SPC MN S     -   336,436.6     851,430.0     MT  (+/- 3 meters HH1 GPS) 
 DK6470
 DK6470_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK7276897007(NAD 83)
 DK6470
 DK6470                          SUPERSEDED SURVEY CONTROL
 DK6470
 DK6470.No superseded survey control is available for this station.
 DK6470
 DK6470_MARKER: DD = SURVEY DISK
 DK6470_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DK6470_SP_SET: BRIDGE RAILING
 DK6470_STAMPING: 2771 U 2001
 DK6470_MARK LOGO: MNDT
 DK6470_MAGNETIC: N = NO MAGNETIC MATERIAL
 DK6470_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DK6470_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DK6470+SATELLITE: SATELLITE OBSERVATIONS - March 25, 2015
 DK6470
 DK6470  HISTORY     - Date     Condition        Report By
 DK6470  HISTORY     - 20010702 MONUMENTED       MNDT
 DK6470  HISTORY     - 20011106 GOOD             MNDT
 DK6470  HISTORY     - 20150325 GOOD             MNDT
 DK6470
 DK6470                          STATION DESCRIPTION
 DK6470
 DK6470'DESCRIBED BY MN DEPT OF TRANSP 2001 (WAS)
 DK6470'THE MARK IS LOCATED ABOUT 8.2 MI (13.2 KM) WEST-NORTHWEST OF NEW
 DK6470'BRIGHTON, 5.3 MI (8.5 KM) SOUTH-SOUTHEAST OF ANOKA AND 2.8 MI (4.5 KM)
 DK6470'EAST OF OSSEO IN BROOKLYN PARK, 2.0 MI (3.2 KM) WEST OF REGENT AVENUE,
 DK6470'IN RAIL AT NORTHWEST CORNER OF REGENT AVENUE BRIDGE NUMBER 27222 OVER
 DK6470'TRUNK HIGHWAY 610, AT TRUNK HIGHWAY 610 MILEPOST 7.3, 27.9 FT (8.5 M)
 DK6470'WEST OF REGENT AVENUE, 6.5 FT (2.0 M) WEST OF BACK CURB, MARK IS SET
 DK6470'FLUSH.
 DK6470
 DK6470                          STATION RECOVERY (2015)
 DK6470
 DK6470'RECOVERY NOTE BY MN DEPT OF TRANSP 2015 (KMS)
 DK6470'IN BROOKLYN PARK, IN BRIDGE RAILING IN NORTHWEST CORNER OF REGENT
 DK6470'AVENUE BRIDGE NUMBER 27222 OVER TRUNK HIGHWAY 610, 0.2 MI (0.3 KM)
 DK6470'NORTH ALONG REGENT AVENUE NORTH  FROM THE JUNCTION OF REGENT AVENUE
 DK6470'NORTH AND 93RD AVENUE NORTH, AT TRUNK HIGHWAY 610 MILE POINT 7.3, 27.9
 DK6470'FT (8.5 M) WEST OF REGENT AVENUE, 6.5 FT (2.0 M) WEST OF BACK-OF-CURB.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DK6472 ***********************************************************************
 DK6472  DESIGNATION -  2771 V
 DK6472  PID         -  DK6472
 DK6472  STATE/COUNTY-  MN/HENNEPIN
 DK6472  COUNTRY     -  US
 DK6472  USGS QUAD   -  COON RAPIDS (2019)
 DK6472
 DK6472                         *CURRENT SURVEY CONTROL
 DK6472  ______________________________________________________________________
 DK6472* NAD 83(1986) POSITION- 45 07 38.97   (N) 093 21 22.05   (W)   HD_HELD1
 DK6472* NAVD 88 ORTHO HEIGHT -   272.932 (meters)      895.44  (feet) ADJUSTED
 DK6472  ______________________________________________________________________
 DK6472  GEOID HEIGHT    -        -27.501 (meters)                     GEOID18
 DK6472  DYNAMIC HEIGHT  -        272.923 (meters)      895.41  (feet) COMP
 DK6472  MODELED GRAVITY -    980,576.8   (mgal)                       NAVD 88
 DK6472
 DK6472  VERT ORDER      -  SECOND    CLASS I
 DK6472
 DK6472.The horizontal coordinates were determined by differentially corrected
 DK6472.hand held GPS observations or other comparable positioning techniques
 DK6472.and have an estimated accuracy of +/- 3 meters.
 DK6472
 DK6472.The orthometric height was determined by differential leveling and
 DK6472.adjusted by the NATIONAL GEODETIC SURVEY
 DK6472.in September 2016.
 DK6472
 DK6472.Significant digits in the geoid height do not necessarily reflect accuracy.
 DK6472.GEOID18 height accuracy estimate available here.
 DK6472
 DK6472.Click photographs - Photos may exist for this station.
 DK6472
 DK6472.The dynamic height is computed by dividing the NAVD 88
 DK6472.geopotential number by the normal gravity value computed on the
 DK6472.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK6472.degrees latitude (g = 980.6199 gals.).
 DK6472
 DK6472.The modeled gravity was interpolated from observed gravity values.
 DK6472
 DK6472;                    North         East    Units  Estimated Accuracy
 DK6472;SPC MN S     -   336,594.4     850,653.3     MT  (+/- 3 meters HH1 GPS) 
 DK6472
 DK6472_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK7199497174(NAD 83)
 DK6472
 DK6472                          SUPERSEDED SURVEY CONTROL
 DK6472
 DK6472  NAVD 88 (10/06/08)  272.942  (m)          895.48   (f) SUPERSEDED  2 1
 DK6472
 DK6472.Superseded values are not recommended for survey control.
 DK6472
 DK6472.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK6472.See file dsdata.pdf to determine how the superseded data were derived.
 DK6472
 DK6472_MARKER: DD = SURVEY DISK
 DK6472_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DK6472_SP_SET: BRIDGE RAILING
 DK6472_STAMPING: 2771 V 2001
 DK6472_MARK LOGO: MNDT
 DK6472_MAGNETIC: N = NO MAGNETIC MATERIAL
 DK6472_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DK6472_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DK6472+SATELLITE: SATELLITE OBSERVATIONS - March 25, 2015
 DK6472
 DK6472  HISTORY     - Date     Condition        Report By
 DK6472  HISTORY     - 20010401 MONUMENTED       MNDT
 DK6472  HISTORY     - 20011106 GOOD             MNDT
 DK6472  HISTORY     - 20120329 GOOD             MNDT
 DK6472  HISTORY     - 20150325 GOOD             MNDT
 DK6472
 DK6472                          STATION DESCRIPTION
 DK6472
 DK6472'DESCRIBED BY MN DEPT OF TRANSP 2001 (WAS)
 DK6472'THE MARK IS LOCATED ABOUT 8.7 MI (14.0 KM) WEST-NORTHWEST OF NEW
 DK6472'BRIGHTON, 5.1 MI (8.2 KM) SOUTH-SOUTHEAST OF ANOKA AND 2.3 MI (3.7 KM)
 DK6472'EAST-NORTHEAST OF OSSEO IN BROOKLYN PARK, GO 1.5 MI (2.4 KM) EAST OF
 DK6472'ZANE AVENUE, AT SOUTHEAST CORNER OF ZANE AVENUE BRIDGE NUMBER 27223
 DK6472'OVER TRUNK HIGHWAY 610, AT TRUNK HIGHWAY 610 MILEPOST 6.8, 18.4 FT
 DK6472'(5.6 M) EAST OF NORTHBOUND ZANE AVENUE, 5.6 FT (1.7 M) WEST OF
 DK6472'SIDEWALK, MARK IS SET FLUSH.
 DK6472
 DK6472                          STATION RECOVERY (2012)
 DK6472
 DK6472'RECOVERY NOTE BY MN DEPT OF TRANSP 2012 (JBG)
 DK6472'IN BROOKLYN PARK, IN BRIDGE RAILING IN SOUTHEAST CORNER OF ZANE AVENUE
 DK6472'BRIDGE NUMBER 27223 OVER TRUNK HIGHWAY 610, 0.3 MI (0.5 KM) NORTH
 DK6472'ALONG ZANE AVENUE NORTH  FROM THE JUNCTION OF ZANE AVENUE NORTH AND
 DK6472'93RD AVENUE NORTH, AT TRUNK HIGHWAY 610 MILE POINT 6.8, 18.4 FT (5.6
 DK6472'M) EAST OF NORTHBOUND ZANE AVENUE, 5.6 FT (1.7 M) WEST OF SIDEWALK.
 DK6472
 DK6472                          STATION RECOVERY (2015)
 DK6472
 DK6472'RECOVERY NOTE BY MN DEPT OF TRANSP 2015 (KMS)
 DK6472'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DK6473 ***********************************************************************
 DK6473  DESIGNATION -  2771 X
 DK6473  PID         -  DK6473
 DK6473  STATE/COUNTY-  MN/HENNEPIN
 DK6473  COUNTRY     -  US
 DK6473  USGS QUAD   -  COON RAPIDS (2019)
 DK6473
 DK6473                         *CURRENT SURVEY CONTROL
 DK6473  ______________________________________________________________________
 DK6473* NAD 83(1986) POSITION- 45 07 45.34   (N) 093 21 58.81   (W)   HD_HELD1
 DK6473* NAVD 88 ORTHO HEIGHT -   275.122 (meters)      902.63  (feet) ADJUSTED
 DK6473  ______________________________________________________________________
 DK6473  GEOID HEIGHT    -        -27.528 (meters)                     GEOID18
 DK6473  DYNAMIC HEIGHT  -        275.112 (meters)      902.60  (feet) COMP
 DK6473  MODELED GRAVITY -    980,573.9   (mgal)                       NAVD 88
 DK6473
 DK6473  VERT ORDER      -  SECOND    CLASS I
 DK6473
 DK6473.The horizontal coordinates were determined by differentially corrected
 DK6473.hand held GPS observations or other comparable positioning techniques
 DK6473.and have an estimated accuracy of +/- 3 meters.
 DK6473
 DK6473.The orthometric height was determined by differential leveling and
 DK6473.adjusted by the NATIONAL GEODETIC SURVEY
 DK6473.in October 2008.
 DK6473
 DK6473.Significant digits in the geoid height do not necessarily reflect accuracy.
 DK6473.GEOID18 height accuracy estimate available here.
 DK6473
 DK6473.Click photographs - Photos may exist for this station.
 DK6473
 DK6473.The dynamic height is computed by dividing the NAVD 88
 DK6473.geopotential number by the normal gravity value computed on the
 DK6473.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK6473.degrees latitude (g = 980.6199 gals.).
 DK6473
 DK6473.The modeled gravity was interpolated from observed gravity values.
 DK6473
 DK6473;                    North         East    Units  Estimated Accuracy
 DK6473;SPC MN S     -   336,784.7     849,848.5     MT  (+/- 3 meters HH1 GPS) 
 DK6473
 DK6473_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK7119297375(NAD 83)
 DK6473
 DK6473                          SUPERSEDED SURVEY CONTROL
 DK6473
 DK6473.No superseded survey control is available for this station.
 DK6473
 DK6473_MARKER: DD = SURVEY DISK
 DK6473_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DK6473_SP_SET: BRIDGE RAILING
 DK6473_STAMPING: 2771 X 2001
 DK6473_MARK LOGO: MNDT
 DK6473_MAGNETIC: N = NO MAGNETIC MATERIAL
 DK6473_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DK6473_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DK6473+SATELLITE: SATELLITE OBSERVATIONS - March 25, 2015
 DK6473
 DK6473  HISTORY     - Date     Condition        Report By
 DK6473  HISTORY     - 20010401 MONUMENTED       MNDT
 DK6473  HISTORY     - 20011106 GOOD             MNDT
 DK6473  HISTORY     - 20120329 GOOD             MNDT
 DK6473  HISTORY     - 20150325 GOOD             MNDT
 DK6473
 DK6473                          STATION DESCRIPTION
 DK6473
 DK6473'DESCRIBED BY MN DEPT OF TRANSP 2001 (WAS)
 DK6473'THE MARK IS LOCATED ABOUT 9.2 MI (14.8 KM) WEST-NORTHWEST OF NEW
 DK6473'BRIGHTON, 4.8 MI (7.7 KM) SOUTH-SOUTHEAST OF ANOKA AND 1.9 MI (3.1 KM)
 DK6473'EAST-NORTHEAST OF OSSEO.  THE MARK IS IN OSSEO, HEAD SOUTH ON N FIRST
 DK6473'AVENUE TOWARD E MAIN ST FOR 121 FT (36.9 M) TURN RIGHT AT E MAIN ST,
 DK6473'GO 0.2 MI (0.3 KM) TURN LEFT AT US-169 SOUTH, GO 5.4 MI (8.7 KM) TURN
 DK6473'LEFT AT SEVENTH ST NE/93RD AVENUE NORTH, CONTINUE TO FOLLOW 93RD
 DK6473'AVENUE NORTH, GO 1.1 MI, TURN LEFT AT HAMPSHIRE AVENUE NORTH, 1.2 MI
 DK6473'(1.9 KM) EAST OF HAMPSHIRE AVENUE NORTH, AT SOUTHEAST CORNER OF
 DK6473'HAMPSHIRE AVENUE BRIDGE NUMBER 27224 OVER TRUNK HIGHWAY 610, AT TRUNK
 DK6473'HIGHWAY 610 MILEPOST 6.3, 22.8 FT (6.9 M) EAST OF HAMPSHIRE AVENUE,
 DK6473'MARK IS SET FLUSH.
 DK6473
 DK6473                          STATION RECOVERY (2012)
 DK6473
 DK6473'RECOVERY NOTE BY MN DEPT OF TRANSP 2012 (JBG)
 DK6473'IN OSSEO, 0.4 MI (0.6 KM) NORTH ALONG HAMPSHIRE AVENUE NORTH  FROM THE
 DK6473'JUNCTION OF HAMPSHIRE AVENUE NORTH AND 93RD AVENUE NORTH, AT TRUNK
 DK6473'HIGHWAY 610 MILE POINT 6.3, AT SOUTHEAST CORNER OF HAMPSHIRE BRIDGE
 DK6473'OVER TRUNK HIGHWAY 610, 22.8 FT (6.9 M) EAST OF HAMPSHIRE.
 DK6473
 DK6473                          STATION RECOVERY (2015)
 DK6473
 DK6473'RECOVERY NOTE BY MN DEPT OF TRANSP 2015 (KMS)
 DK6473'IN OSSEO, IN BRIDGE RAILING IN SOUTHEAST CORNER OF HAMPSHIRE BRIDGE
 DK6473'NUMBER 27224 OVER TRUNK HIGHWAY 610, 0.4 MI (0.6 KM) NORTH ALONG
 DK6473'HAMPSHIRE AVENUE NORTH  FROM THE JUNCTION OF HAMPSHIRE AVENUE NORTH
 DK6473'AND 93RD AVENUE NORTH, AT TRUNK HIGHWAY 610 MILE POINT 6.3, 22.8 FT
 DK6473'(6.9 M) EAST OF HAMPSHIRE AVENUE.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DK6474 ***********************************************************************
 DK6474  DESIGNATION -  2771 Y
 DK6474  PID         -  DK6474
 DK6474  STATE/COUNTY-  MN/HENNEPIN
 DK6474  COUNTRY     -  US
 DK6474  USGS QUAD   -  ANOKA (2019)
 DK6474
 DK6474                         *CURRENT SURVEY CONTROL
 DK6474  ______________________________________________________________________
 DK6474* NAD 83(1986) POSITION- 45 07 46.11   (N) 093 22 35.22   (W)   HD_HELD1
 DK6474* NAVD 88 ORTHO HEIGHT -   274.749 (meters)      901.41  (feet) ADJUSTED
 DK6474  ______________________________________________________________________
 DK6474  GEOID HEIGHT    -        -27.547 (meters)                     GEOID18
 DK6474  DYNAMIC HEIGHT  -        274.739 (meters)      901.37  (feet) COMP
 DK6474  MODELED GRAVITY -    980,571.4   (mgal)                       NAVD 88
 DK6474
 DK6474  VERT ORDER      -  SECOND    CLASS I
 DK6474
 DK6474.The horizontal coordinates were determined by differentially corrected
 DK6474.hand held GPS observations or other comparable positioning techniques
 DK6474.and have an estimated accuracy of +/- 3 meters.
 DK6474
 DK6474.The orthometric height was determined by differential leveling and
 DK6474.adjusted by the NATIONAL GEODETIC SURVEY
 DK6474.in October 2008.
 DK6474
 DK6474.Significant digits in the geoid height do not necessarily reflect accuracy.
 DK6474.GEOID18 height accuracy estimate available here.
 DK6474
 DK6474.Click photographs - Photos may exist for this station.
 DK6474
 DK6474.The dynamic height is computed by dividing the NAVD 88
 DK6474.geopotential number by the normal gravity value computed on the
 DK6474.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK6474.degrees latitude (g = 980.6199 gals.).
 DK6474
 DK6474.The modeled gravity was interpolated from observed gravity values.
 DK6474
 DK6474;                    North         East    Units  Estimated Accuracy
 DK6474;SPC MN S     -   336,802.4     849,052.7     MT  (+/- 3 meters HH1 GPS) 
 DK6474
 DK6474_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK7039697402(NAD 83)
 DK6474
 DK6474                          SUPERSEDED SURVEY CONTROL
 DK6474
 DK6474.No superseded survey control is available for this station.
 DK6474
 DK6474_MARKER: DD = SURVEY DISK
 DK6474_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DK6474_SP_SET: BRIDGE RAILING
 DK6474_STAMPING: 2771 Y 2002
 DK6474_MARK LOGO: MNDT
 DK6474_MAGNETIC: N = NO MAGNETIC MATERIAL
 DK6474_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DK6474_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DK6474+SATELLITE: SATELLITE OBSERVATIONS - March 25, 2015
 DK6474
 DK6474  HISTORY     - Date     Condition        Report By
 DK6474  HISTORY     - 20020702 MONUMENTED       MNDT
 DK6474  HISTORY     - 20120329 GOOD             MNDT
 DK6474  HISTORY     - 20150325 GOOD             MNDT
 DK6474
 DK6474                          STATION DESCRIPTION
 DK6474
 DK6474'DESCRIBED BY MN DEPT OF TRANSP 2002 (WAS)
 DK6474'THE MARK IS LOCATED ABOUT 9.5 MI (15.3 KM) NORTHEAST OF HAMEL, 4.7 MI
 DK6474'(7.6 KM) SOUTH OF ANOKA AND 1.4 MI (2.3 KM) EAST-NORTHEAST OF OSSEO.
 DK6474'HEAD SOUTH ON N FIRST AVENUE TOWARD E MAIN ST FOR 121 FT, TURN RIGHT
 DK6474'AT E MAIN STREET, GO 0.2 MI, TURN LEFT AT US-169 SOUTH, GO 5.1 MI (8.2
 DK6474'KM) TURN LEFT TO MERGE ONTO MN-610 EAST, GO 0.7 MI (1.1 KM) TAKE THE
 DK6474'CR-103 EXIT TOWARD W BROADWAY, GO 0.3 MI (0.5 KM) TURN RIGHT AT W
 DK6474'BROADWAY AVE/CR-103 N FOR 449 FT, 3.0 MI (4.8 KM) WEST OF W BROADWAY
 DK6474'AVENUE, AT SOUTHEAST CORNER OF WEST BROADWAY BRIDGE NUMBER 27225 OVER
 DK6474'TRUNK HIGHWAY 610, AT TRUNK HIGHWAY 610 MILEPOST 5.8, 18.6 FT (5.7 M)
 DK6474'EAST OF NORTHBOUND WEST BROADWAY, 5.6 FT (1.7 M) WEST OF SIDEWALK, SET
 DK6474'FLUSH.
 DK6474
 DK6474                          STATION RECOVERY (2012)
 DK6474
 DK6474'RECOVERY NOTE BY MN DEPT OF TRANSP 2012 (JBG)
 DK6474'IN OSSEO, IN BRIDGE RAILING IN SOUTHEAST CORNER OF WEST BROADWAY
 DK6474'BRIDGE OVER TRUNK HIGHWAY 610, 0.4 MI (0.6 KM) NORTH ALONG WEST
 DK6474'BROADWAY AVENUE  FROM THE JUNCTION OF WEST BROADWAY AVENUE AND 93RD
 DK6474'AVENUE NORTH, AT TRUNK HIGHWAY 610 MILE POINT 5.8, 18.6 FT (5.7 M)
 DK6474'EAST OF NORTHBOUND WEST BROADWAY, 5.6 FT (1.7 M) WEST OF SIDEWALK.
 DK6474
 DK6474                          STATION RECOVERY (2015)
 DK6474
 DK6474'RECOVERY NOTE BY MN DEPT OF TRANSP 2015 (KMS)
 DK6474'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DK6475 ***********************************************************************
 DK6475  DESIGNATION -  2771 Z
 DK6475  PID         -  DK6475
 DK6475  STATE/COUNTY-  MN/HENNEPIN
 DK6475  COUNTRY     -  US
 DK6475  USGS QUAD   -  ANOKA (2019)
 DK6475
 DK6475                         *CURRENT SURVEY CONTROL
 DK6475  ______________________________________________________________________
 DK6475* NAD 83(1986) POSITION- 45 07 48.55   (N) 093 22 36.53   (W)   HD_HELD1
 DK6475* NAVD 88 ORTHO HEIGHT -   274.810 (meters)      901.61  (feet) ADJUSTED
 DK6475  ______________________________________________________________________
 DK6475  GEOID HEIGHT    -        -27.552 (meters)                     GEOID18
 DK6475  DYNAMIC HEIGHT  -        274.799 (meters)      901.57  (feet) COMP
 DK6475  MODELED GRAVITY -    980,571.1   (mgal)                       NAVD 88
 DK6475
 DK6475  VERT ORDER      -  SECOND    CLASS I
 DK6475
 DK6475.The horizontal coordinates were determined by differentially corrected
 DK6475.hand held GPS observations or other comparable positioning techniques
 DK6475.and have an estimated accuracy of +/- 3 meters.
 DK6475
 DK6475.The orthometric height was determined by differential leveling and
 DK6475.adjusted by the NATIONAL GEODETIC SURVEY
 DK6475.in October 2008.
 DK6475
 DK6475.Significant digits in the geoid height do not necessarily reflect accuracy.
 DK6475.GEOID18 height accuracy estimate available here.
 DK6475
 DK6475.Click photographs - Photos may exist for this station.
 DK6475
 DK6475.The dynamic height is computed by dividing the NAVD 88
 DK6475.geopotential number by the normal gravity value computed on the
 DK6475.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK6475.degrees latitude (g = 980.6199 gals.).
 DK6475
 DK6475.The modeled gravity was interpolated from observed gravity values.
 DK6475
 DK6475;                    North         East    Units  Estimated Accuracy
 DK6475;SPC MN S     -   336,877.5     849,023.5     MT  (+/- 3 meters HH1 GPS) 
 DK6475
 DK6475_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK7036897477(NAD 83)
 DK6475
 DK6475                          SUPERSEDED SURVEY CONTROL
 DK6475
 DK6475.No superseded survey control is available for this station.
 DK6475
 DK6475_MARKER: DD = SURVEY DISK
 DK6475_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DK6475_SP_SET: BRIDGE RAILING
 DK6475_STAMPING: 2771 Z 2002
 DK6475_MARK LOGO: MNDT
 DK6475_MAGNETIC: N = NO MAGNETIC MATERIAL
 DK6475_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DK6475_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DK6475+SATELLITE: SATELLITE OBSERVATIONS - March 25, 2015
 DK6475
 DK6475  HISTORY     - Date     Condition        Report By
 DK6475  HISTORY     - 20020702 MONUMENTED       MNDT
 DK6475  HISTORY     - 20021106 GOOD             MNDT
 DK6475  HISTORY     - 20120329 GOOD             MNDT
 DK6475  HISTORY     - 20150325 GOOD             MNDT
 DK6475
 DK6475                          STATION DESCRIPTION
 DK6475
 DK6475'DESCRIBED BY MN DEPT OF TRANSP 2002 (WAS)
 DK6475'THE MARK IS LOCATED ABOUT 9.5 MI (15.3 KM) NORTHEAST OF HAMEL, 4.7 MI
 DK6475'(7.6 KM) SOUTH OF ANOKA AND 1.4 MI (2.3 KM) EAST-NORTHEAST OF OSSEO.
 DK6475'THE MARK IS IN OSSEO, HEAD NORTH ON CENTRAL AVENUE TOWARD FIFTH ST NE
 DK6475'FOR 0.2 MI (0.3 KM) THEN TURN RIGHT AT SEVENTH ST NE/93RD AVENUE
 DK6475'NORTH, CONTINUE TO FOLLOW 93RD AVENUE NORTH, FOR 1.2 MI (1.9 KM) TURN
 DK6475'LEFT AT W BROADWAY AVE/CR-103 N FOR 0.4 MI (0.6 KM) 3.0 MI (4.8 KM)
 DK6475'WEST OF W BROADWAY AVENUE, AT NORTHWEST CORNER OF WEST BROADWAY BRIDGE
 DK6475'NUMBER 27225 OVER TRUNK HIGHWAY 610, AT TRUNK HIGHWAY 610 MILEPOST
 DK6475'5.8, 18.3 FT (5.6 M) WEST OF EASTBOUND WEST BROADWAY, 5.5 FT (1.7 M)
 DK6475'EAST OF SIDEWALK, MARK IS SET FLUSH.
 DK6475
 DK6475                          STATION RECOVERY (2012)
 DK6475
 DK6475'RECOVERY NOTE BY MN DEPT OF TRANSP 2012 (JBG)
 DK6475'IN OSSEO, IN BRIDGE RAILING IN NORTHWEST CORNER OF WEST BROADWAY
 DK6475'BRIDGE NUMBER 27225 OVER TRUNK HIGHWAY 610, 0.6 MI (1.0 KM) NORTH
 DK6475'ALONG WEST BROADWAY AVENUE  FROM THE JUNCTION OF WEST BROADWAY AVENUE
 DK6475'AND 93RD AVENUE NORTH, AT TRUNK HIGHWAY 610 MILE POINT 5.8, 18.3 WEST
 DK6475'OF EASTBOUND WEST BROADWAY, 5.5 EAST OF SIDEWALK.
 DK6475
 DK6475                          STATION RECOVERY (2015)
 DK6475
 DK6475'RECOVERY NOTE BY MN DEPT OF TRANSP 2015 (KMS)
 DK6475'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DK7236 ***********************************************************************
 DK7236  DESIGNATION -  2773 A
 DK7236  PID         -  DK7236
 DK7236  STATE/COUNTY-  MN/HENNEPIN
 DK7236  COUNTRY     -  US
 DK7236  USGS QUAD   -  HOPKINS (2019)
 DK7236
 DK7236                         *CURRENT SURVEY CONTROL
 DK7236  ______________________________________________________________________
 DK7236* NAD 83(1986) POSITION- 44 53 34.11   (N) 093 25 11.57   (W)   HD_HELD1
 DK7236* NAVD 88 ORTHO HEIGHT -   293.578 (meters)      963.18  (feet) ADJUSTED
 DK7236  ______________________________________________________________________
 DK7236  GEOID HEIGHT    -        -26.915 (meters)                     GEOID18
 DK7236  DYNAMIC HEIGHT  -        293.571 (meters)      963.16  (feet) COMP
 DK7236  MODELED GRAVITY -    980,583.6   (mgal)                       NAVD 88
 DK7236
 DK7236  VERT ORDER      -  SECOND    CLASS I
 DK7236
 DK7236.The horizontal coordinates were determined by differentially corrected
 DK7236.hand held GPS observations or other comparable positioning techniques
 DK7236.and have an estimated accuracy of +/- 3 meters.
 DK7236
 DK7236.The orthometric height was determined by differential leveling and
 DK7236.adjusted by the NATIONAL GEODETIC SURVEY
 DK7236.in May 2010.
 DK7236
 DK7236.No vertical observational check was made to the station.
 DK7236
 DK7236.Significant digits in the geoid height do not necessarily reflect accuracy.
 DK7236.GEOID18 height accuracy estimate available here.
 DK7236
 DK7236.Click photographs - Photos may exist for this station.
 DK7236
 DK7236.The dynamic height is computed by dividing the NAVD 88
 DK7236.geopotential number by the normal gravity value computed on the
 DK7236.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK7236.degrees latitude (g = 980.6199 gals.).
 DK7236
 DK7236.The modeled gravity was interpolated from observed gravity values.
 DK7236
 DK7236;                    North         East    Units  Estimated Accuracy
 DK7236;SPC MN S     -   310,477.7     845,822.9     MT  (+/- 3 meters HH1 GPS) 
 DK7236
 DK7236_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK6684571128(NAD 83)
 DK7236
 DK7236                          SUPERSEDED SURVEY CONTROL
 DK7236
 DK7236.No superseded survey control is available for this station.
 DK7236
 DK7236_MARKER: DB = BENCH MARK DISK
 DK7236_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DK7236_SP_SET: BRIDGE ABUTMENT
 DK7236_STAMPING: 2773 A 2006
 DK7236_MARK LOGO: MNHD
 DK7236_MAGNETIC: N = NO MAGNETIC MATERIAL
 DK7236_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DK7236_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DK7236+SATELLITE: SATELLITE OBSERVATIONS - April 08, 2015
 DK7236
 DK7236  HISTORY     - Date     Condition        Report By
 DK7236  HISTORY     - 1969     MONUMENTED       MN-053
 DK7236  HISTORY     - 20070313 GOOD             MNDT
 DK7236  HISTORY     - 20150408 GOOD             MNDT
 DK7236
 DK7236                          STATION DESCRIPTION
 DK7236
 DK7236'DESCRIBED BY MN DEPT OF TRANSP 2007 (FAD)
 DK7236'RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.  THE MARK IS
 DK7236'LOCATED ABOUT 7.0 MI (11.2 KM) WEST-NORTHWEST OF BLOOMINGTON, 3.1 MI
 DK7236'(4.9 KM) SOUTHEAST OF HOPKINS, AND 3.6 MI (5.8 KM) NORTHEAST TO EDEN
 DK7236'PRAIRIE.    PROCEED TO MARK 1.1 MILES (1.8 KM) EAST ALONG TRUNK
 DK7236'HIGHWAY 62 FROM JUNCTION OF TRUNK HIGHWAY 62 AND TRUNK HIGHWAY 494 IN
 DK7236'EDEN PRAIRIE, AT TRUNK HIGHWAY 62 MILEPOINT 104.7, IN SOUTHEAST CORNER
 DK7236'OF WESTBOUND COUNTY ROAD 62 BRIDGE 27545 OVER COUNTY ROAD 61, 18 FEET
 DK7236'(5.5 M) SOUTH OF TRUNK HIGHWAY 62.  DISK SET IN BRIDGE WHEN BUILT IN
 DK7236'1969 THEN STAMPED WHEN USED IN 2006.
 DK7236
 DK7236                          STATION RECOVERY (2015)
 DK7236
 DK7236'RECOVERY NOTE BY MN DEPT OF TRANSP 2015 (MAS)
 DK7236'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DK7235 ***********************************************************************
 DK7235  DESIGNATION -  2773 B
 DK7235  PID         -  DK7235
 DK7235  STATE/COUNTY-  MN/HENNEPIN
 DK7235  COUNTRY     -  US
 DK7235  USGS QUAD   -  HOPKINS (2019)
 DK7235
 DK7235                         *CURRENT SURVEY CONTROL
 DK7235  ______________________________________________________________________
 DK7235* NAD 83(1986) POSITION- 44 53 33.31   (N) 093 25 11.40   (W)   HD_HELD1
 DK7235* NAVD 88 ORTHO HEIGHT -   293.234 (meters)      962.05  (feet) ADJUSTED
 DK7235  ______________________________________________________________________
 DK7235  GEOID HEIGHT    -        -26.915 (meters)                     GEOID18
 DK7235  DYNAMIC HEIGHT  -        293.227 (meters)      962.03  (feet) COMP
 DK7235  MODELED GRAVITY -    980,583.6   (mgal)                       NAVD 88
 DK7235
 DK7235  VERT ORDER      -  SECOND    CLASS I
 DK7235
 DK7235.The horizontal coordinates were determined by differentially corrected
 DK7235.hand held GPS observations or other comparable positioning techniques
 DK7235.and have an estimated accuracy of +/- 3 meters.
 DK7235
 DK7235.The orthometric height was determined by differential leveling and
 DK7235.adjusted by the NATIONAL GEODETIC SURVEY
 DK7235.in May 2010.
 DK7235
 DK7235.Significant digits in the geoid height do not necessarily reflect accuracy.
 DK7235.GEOID18 height accuracy estimate available here.
 DK7235
 DK7235.Click photographs - Photos may exist for this station.
 DK7235
 DK7235.The dynamic height is computed by dividing the NAVD 88
 DK7235.geopotential number by the normal gravity value computed on the
 DK7235.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK7235.degrees latitude (g = 980.6199 gals.).
 DK7235
 DK7235.The modeled gravity was interpolated from observed gravity values.
 DK7235
 DK7235;                    North         East    Units  Estimated Accuracy
 DK7235;SPC MN S     -   310,453.0     845,826.8     MT  (+/- 3 meters HH1 GPS) 
 DK7235
 DK7235_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK6684871103(NAD 83)
 DK7235
 DK7235                          SUPERSEDED SURVEY CONTROL
 DK7235
 DK7235.No superseded survey control is available for this station.
 DK7235
 DK7235_MARKER: DB = BENCH MARK DISK
 DK7235_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DK7235_SP_SET: BRIDGE ABUTMENT
 DK7235_STAMPING: 2773 B 2006
 DK7235_MARK LOGO: MNHD
 DK7235_MAGNETIC: N = NO MAGNETIC MATERIAL
 DK7235_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DK7235_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DK7235+SATELLITE: SATELLITE OBSERVATIONS - April 08, 2015
 DK7235
 DK7235  HISTORY     - Date     Condition        Report By
 DK7235  HISTORY     - 1986     MONUMENTED       MN-053
 DK7235  HISTORY     - 20070313 GOOD             MNDT
 DK7235  HISTORY     - 20150408 GOOD             MNDT
 DK7235
 DK7235                          STATION DESCRIPTION
 DK7235
 DK7235'DESCRIBED BY MN DEPT OF TRANSP 2007 (FAD)
 DK7235'RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.
 DK7235'
 DK7235'THE MARK IS LOCATED 1.1 MILES (1.8 KM) EAST ALONG TRUNK HIGHWAY 62
 DK7235'FROM JUNCTION OF TRUNK HIGHWAY 62 AND TRUNK HIGHWAY 494 IN EDEN
 DK7235'PRAIRIE, AT TRUNK HIGHWAY 62 MILEPOINT 104.7, IN SOUTHEAST CORNER OF
 DK7235'EASTBOUND COUNTY ROAD 62 BRIDGE 27546 OVER COUNTY ROAD 61, 20 FEET
 DK7235'(6.1 M) SOUTH OF TRUNK HIGHWAY 62 EAST BOUND.  DISK SET IN BRIDGE WHEN
 DK7235'BUILT IN 1986 THEN STAMPED WHEN USED IN 2006.
 DK7235
 DK7235                          STATION RECOVERY (2015)
 DK7235
 DK7235'RECOVERY NOTE BY MN DEPT OF TRANSP 2015 (MAS)
 DK7235'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DK7234 ***********************************************************************
 DK7234  DESIGNATION -  2773 C
 DK7234  PID         -  DK7234
 DK7234  STATE/COUNTY-  MN/HENNEPIN
 DK7234  COUNTRY     -  US
 DK7234  USGS QUAD   -  HOPKINS (2019)
 DK7234
 DK7234                         *CURRENT SURVEY CONTROL
 DK7234  ______________________________________________________________________
 DK7234* NAD 83(1986) POSITION- 44 53 30.29   (N) 093 25 58.05   (W)   HD_HELD1
 DK7234* NAVD 88 ORTHO HEIGHT -   286.793 (meters)      940.92  (feet) ADJUSTED
 DK7234  ______________________________________________________________________
 DK7234  GEOID HEIGHT    -        -26.896 (meters)                     GEOID18
 DK7234  DYNAMIC HEIGHT  -        286.787 (meters)      940.90  (feet) COMP
 DK7234  MODELED GRAVITY -    980,585.7   (mgal)                       NAVD 88
 DK7234
 DK7234  VERT ORDER      -  SECOND    CLASS I
 DK7234
 DK7234.The horizontal coordinates were determined by differentially corrected
 DK7234.hand held GPS observations or other comparable positioning techniques
 DK7234.and have an estimated accuracy of +/- 3 meters.
 DK7234
 DK7234.The orthometric height was determined by differential leveling and
 DK7234.adjusted by the NATIONAL GEODETIC SURVEY
 DK7234.in May 2010.
 DK7234
 DK7234.Significant digits in the geoid height do not necessarily reflect accuracy.
 DK7234.GEOID18 height accuracy estimate available here.
 DK7234
 DK7234.Click photographs - Photos may exist for this station.
 DK7234
 DK7234.The dynamic height is computed by dividing the NAVD 88
 DK7234.geopotential number by the normal gravity value computed on the
 DK7234.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK7234.degrees latitude (g = 980.6199 gals.).
 DK7234
 DK7234.The modeled gravity was interpolated from observed gravity values.
 DK7234
 DK7234;                    North         East    Units  Estimated Accuracy
 DK7234;SPC MN S     -   310,352.6     844,803.9     MT  (+/- 3 meters HH1 GPS) 
 DK7234
 DK7234_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK6582571016(NAD 83)
 DK7234
 DK7234                          SUPERSEDED SURVEY CONTROL
 DK7234
 DK7234.No superseded survey control is available for this station.
 DK7234
 DK7234_MARKER: DV = VERTICAL CONTROL DISK
 DK7234_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DK7234_SP_SET: BRIDGE RAILING
 DK7234_STAMPING: 2773 C 2006
 DK7234_MARK LOGO: MNHD
 DK7234_MAGNETIC: N = NO MAGNETIC MATERIAL
 DK7234_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DK7234_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DK7234+SATELLITE: SATELLITE OBSERVATIONS - April 08, 2015
 DK7234
 DK7234  HISTORY     - Date     Condition        Report By
 DK7234  HISTORY     - 19860401 MONUMENTED       MNHD
 DK7234  HISTORY     - 20070313 GOOD             MNDT
 DK7234  HISTORY     - 20150408 GOOD             MNDT
 DK7234
 DK7234                          STATION DESCRIPTION
 DK7234
 DK7234'DESCRIBED BY MN DEPT OF TRANSP 2007 (FAD)
 DK7234'RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.
 DK7234'
 DK7234'THE MARK IS LOCATED ABOUT 6.6 MI (10.6 KM) EAST OF EXCELSIOR, 3.2 MI
 DK7234'(5.1 KM) NORTHEAST TO EDEN PRAIRIE AND 2.7 MI (4.4 KM) SOUTH-SOUTHEAST
 DK7234'OF HOPKINS.
 DK7234'
 DK7234'MARK SET IN RAIL IN SOUTHEAST CORNER OF TRUNK HIGHWAY 62 BRIDGE NUMBER
 DK7234'27582 OVER TRUNK HIGHWAY 62, 0.5 MILE (0.8 KM) EAST ALONG TRUNK
 DK7234'HIGHWAY 62 FROM JUNCTION ON OF TRUNK HIGHWAY 62 AND TRUNK HIGHWAY 494
 DK7234'IN EDEN PRAIRIE, AT TRUNK HIGHWAY 62 MILEPOINT 140.1, 16.5 FEET (5.0
 DK7234'M) EAST OF ROWLAND ROAD.  DISK SET IN BRIDGE WHEN BUILT IN 1986 THEN
 DK7234'STAMPED WHEN USED IN 2006.
 DK7234
 DK7234                          STATION RECOVERY (2015)
 DK7234
 DK7234'RECOVERY NOTE BY MN DEPT OF TRANSP 2015 (KMS)
 DK7234'IN EDEN PRAIRIE, IN BRIDGE RAILING IN SOUTHEAST CORNER OF ROWLAND ROAD
 DK7234'BRIDGE NUMBER 27582 OVER TRUNK HIGHWAY 62, 0.5 MI (0.8 KM) EAST ALONG
 DK7234'TRUNK HIGHWAY 62  FROM THE JUNCTION OF TRUNK HIGHWAY 62 AND INTERSTATE
 DK7234'HIGHWAY 494, AT TRUNK HIGHWAY 62 MILE POINT 140.1, 16.5 FT (5.0 M)
 DK7234'EAST OF ROWLAND ROAD, DISK SET IN BRIDGE WHEN BUILT IN 1986 THEN
 DK7234'STAMPED WHEN USED IN 2006.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DK7253 ***********************************************************************
 DK7253  DESIGNATION -  2773 D
 DK7253  PID         -  DK7253
 DK7253  STATE/COUNTY-  MN/HENNEPIN
 DK7253  COUNTRY     -  US
 DK7253  USGS QUAD   -  HOPKINS (2019)
 DK7253
 DK7253                         *CURRENT SURVEY CONTROL
 DK7253  ______________________________________________________________________
 DK7253* NAD 83(1986) POSITION- 44 53 31.46   (N) 093 26 01.41   (W)   HD_HELD1
 DK7253* NAVD 88 ORTHO HEIGHT -   280.617 (meters)      920.66  (feet) ADJUSTED
 DK7253  ______________________________________________________________________
 DK7253  GEOID HEIGHT    -        -26.895 (meters)                     GEOID18
 DK7253  DYNAMIC HEIGHT  -        280.611 (meters)      920.64  (feet) COMP
 DK7253  MODELED GRAVITY -    980,585.8   (mgal)                       NAVD 88
 DK7253
 DK7253  VERT ORDER      -  SECOND    CLASS I
 DK7253
 DK7253.The horizontal coordinates were determined by differentially corrected
 DK7253.hand held GPS observations or other comparable positioning techniques
 DK7253.and have an estimated accuracy of +/- 3 meters.
 DK7253
 DK7253.The orthometric height was determined by differential leveling and
 DK7253.adjusted by the NATIONAL GEODETIC SURVEY
 DK7253.in May 2010.
 DK7253
 DK7253.No vertical observational check was made to the station.
 DK7253
 DK7253.Significant digits in the geoid height do not necessarily reflect accuracy.
 DK7253.GEOID18 height accuracy estimate available here.
 DK7253
 DK7253.Click photographs - Photos may exist for this station.
 DK7253
 DK7253.The dynamic height is computed by dividing the NAVD 88
 DK7253.geopotential number by the normal gravity value computed on the
 DK7253.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK7253.degrees latitude (g = 980.6199 gals.).
 DK7253
 DK7253.The modeled gravity was interpolated from observed gravity values.
 DK7253
 DK7253;                    North         East    Units  Estimated Accuracy
 DK7253;SPC MN S     -   310,388.2     844,729.9     MT  (+/- 3 meters HH1 GPS) 
 DK7253
 DK7253_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK6575171052(NAD 83)
 DK7253
 DK7253                          SUPERSEDED SURVEY CONTROL
 DK7253
 DK7253.No superseded survey control is available for this station.
 DK7253
 DK7253_MARKER: DV = VERTICAL CONTROL DISK
 DK7253_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DK7253_SP_SET: BRIDGE RAILING
 DK7253_STAMPING: 2773 D 2006
 DK7253_MARK LOGO: MNDT
 DK7253_MAGNETIC: N = NO MAGNETIC MATERIAL
 DK7253_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DK7253_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DK7253+SATELLITE: SATELLITE OBSERVATIONS - April 08, 2015
 DK7253
 DK7253  HISTORY     - Date     Condition        Report By
 DK7253  HISTORY     - 19860401 MONUMENTED       MNDT
 DK7253  HISTORY     - 20070313 GOOD             MNDT
 DK7253  HISTORY     - 20150408 GOOD             MNDT
 DK7253
 DK7253                          STATION DESCRIPTION
 DK7253
 DK7253'DESCRIBED BY MN DEPT OF TRANSP 2007 (FAD)
 DK7253'RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.    THE MARK
 DK7253'IS LOCATED ABOUT 6.6 MI (10.5 KM) EAST OF EXCELSIOR, 2.7 MI (4.3 KM)
 DK7253'SOUTH-SOUTHEAST OF HOPKINS, AND 3.1 MI (5.1 KM) NORTHEAST TO EDEN
 DK7253'PRAIRIE.
 DK7253'
 DK7253'MARK SET IN RAIL IN SOUTHEAST CORNER OF TRUNK HIGHWAY 62 BRIDGE NUMBER
 DK7253'27573 OVER BIKE TRAIL, 0.5 MILES (0.8 KM) EAST ALONG TRUNK HIGHWAY 62
 DK7253'FROM JUNCTION OF TRUNK HIGHWAY 62 AND TRUNK HIGHWAY 494 IN EDEN
 DK7253'PRAIRIE, AT TRUNK HIGHWAY 62 MILEPOINT 140.05, 18.6 FEET (5.7 M) SOUTH
 DK7253'OF WESTBOUND TRUNK HIGHWAY 62.  DISK SET IN BRIDGE WHEN BUILT IN 1986
 DK7253'THEN STAMPED WHEN USED IN 2006.
 DK7253
 DK7253                          STATION RECOVERY (2015)
 DK7253
 DK7253'RECOVERY NOTE BY MN DEPT OF TRANSP 2015 (MAS)
 DK7253'IN EDEN PRAIRIE, IN BRIDGE RAILING IN SOUTHEAST CORNER OF WESTBOUND
 DK7253'TRUNK HIGHWAY 62 BRIDGE NUMBER 27573 OVER BIKE TRAIL, 0.5 MI (0.8 KM)
 DK7253'EAST ALONG TRUNK HIGHWAY 62  FROM THE JUNCTION OF TRUNK HIGHWAY 62 AND
 DK7253'INTERSTATE HIGHWAY 494 IN EDEN PRAIRIE, AT TRUNK HIGHWAY 62 MILE POINT
 DK7253'104.05, 18.6 FT (5.7 M) SOUTH OF WESTBOUND TRUNK HIGHWAY 62, DISK SET
 DK7253'IN BRIDGE WHEN BUILT IN 1986 THEN STAMPED WHEN USED IN 2006.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DK7233 ***********************************************************************
 DK7233  DESIGNATION -  2773 E
 DK7233  PID         -  DK7233
 DK7233  STATE/COUNTY-  MN/HENNEPIN
 DK7233  COUNTRY     -  US
 DK7233  USGS QUAD   -  HOPKINS (2019)
 DK7233
 DK7233                         *CURRENT SURVEY CONTROL
 DK7233  ______________________________________________________________________
 DK7233* NAD 83(1986) POSITION- 44 53 30.77   (N) 093 26 00.97   (W)   HD_HELD1
 DK7233* NAVD 88 ORTHO HEIGHT -   280.542 (meters)      920.41  (feet) ADJUSTED
 DK7233  ______________________________________________________________________
 DK7233  GEOID HEIGHT    -        -26.895 (meters)                     GEOID18
 DK7233  DYNAMIC HEIGHT  -        280.536 (meters)      920.39  (feet) COMP
 DK7233  MODELED GRAVITY -    980,585.8   (mgal)                       NAVD 88
 DK7233
 DK7233  VERT ORDER      -  SECOND    CLASS I
 DK7233
 DK7233.The horizontal coordinates were determined by differentially corrected
 DK7233.hand held GPS observations or other comparable positioning techniques
 DK7233.and have an estimated accuracy of +/- 3 meters.
 DK7233
 DK7233.The orthometric height was determined by differential leveling and
 DK7233.adjusted by the NATIONAL GEODETIC SURVEY
 DK7233.in May 2010.
 DK7233
 DK7233.Significant digits in the geoid height do not necessarily reflect accuracy.
 DK7233.GEOID18 height accuracy estimate available here.
 DK7233
 DK7233.Click photographs - Photos may exist for this station.
 DK7233
 DK7233.The dynamic height is computed by dividing the NAVD 88
 DK7233.geopotential number by the normal gravity value computed on the
 DK7233.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK7233.degrees latitude (g = 980.6199 gals.).
 DK7233
 DK7233.The modeled gravity was interpolated from observed gravity values.
 DK7233
 DK7233;                    North         East    Units  Estimated Accuracy
 DK7233;SPC MN S     -   310,367.0     844,739.7     MT  (+/- 3 meters HH1 GPS) 
 DK7233
 DK7233_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK6576171031(NAD 83)
 DK7233
 DK7233                          SUPERSEDED SURVEY CONTROL
 DK7233
 DK7233.No superseded survey control is available for this station.
 DK7233
 DK7233_MARKER: DV = VERTICAL CONTROL DISK
 DK7233_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DK7233_SP_SET: BRIDGE RAILING
 DK7233_STAMPING: 2773 E 2006
 DK7233_MARK LOGO: MNHD
 DK7233_MAGNETIC: N = NO MAGNETIC MATERIAL
 DK7233_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DK7233_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DK7233+SATELLITE: SATELLITE OBSERVATIONS - April 08, 2015
 DK7233
 DK7233  HISTORY     - Date     Condition        Report By
 DK7233  HISTORY     - 19860401 MONUMENTED       MNHD
 DK7233  HISTORY     - 20070313 GOOD             MNDT
 DK7233  HISTORY     - 20150408 GOOD             MNDT
 DK7233
 DK7233                          STATION DESCRIPTION
 DK7233
 DK7233'DESCRIBED BY MN DEPT OF TRANSP 2007 (FAD)
 DK7233'RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.
 DK7233'
 DK7233'THE MARK IS LOCATED ABOUT 6.6 MI (10.6 KM) EAST OF EXCELSIOR, 2.7 MI
 DK7233'(4.4 KM) SOUTH-SOUTHEAST OF HOPKINS, AND 3.6 MI (5.8 KM) NORTHEAST TO
 DK7233'EDEN PRAIRIE.    MARK SET IN RAIL IN SOUTHEAST CORNER OF TRUNK HIGHWAY
 DK7233'62 BRIDGE NUMBER 27572 OVER BIKE TRAIL IN EDEN PRAIRIE, 0.5 MILE (0.8
 DK7233'KM) EAST ALONG TRUNK HIGHWAY 62 FROM JUNCTION OF TRUNK HIGHWAY 62 AND
 DK7233'TRUNK HIGHWAY 494 IN EDEN PRAIRIE, 24.4 FEET (7.4 M) SOUTH OF
 DK7233'EASTBOUND TRUNK HIGHWAY 62.  DISK SET IN BRIDGE WHEN BUILT IN 1986
 DK7233'THEN STAMPED WHEN USED IN 2006.
 DK7233
 DK7233                          STATION RECOVERY (2015)
 DK7233
 DK7233'RECOVERY NOTE BY MN DEPT OF TRANSP 2015 (MAS)
 DK7233'IN EDEN PRAIRIE, IN BRIDGE RAILING IN SOUTHEAST CORNER OF EASTBOUND
 DK7233'TRUNK HIGHWAY 62 BRIDGE NUMBER 27572 OVER BIKE TRAIL, 0.5 MI (0.8 KM)
 DK7233'EAST ALONG TRUNK HIGHWAY 62  FROM THE JUNCTION OF TRUNK HIGHWAY 62 AND
 DK7233'INTERSTATE HIGHWAY 494, AT TRUNK HIGHWAY 62 MILE POINT 104.05, 24.4 FT
 DK7233'(7.4 M) SOUTH OF EASTBOUND TRUNK HIGHWAY 62, DISK SET IN BRIDGE WHEN
 DK7233'BUILT IN 1986 THEN STAMPED WHEN USED IN 2006.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DK7254 ***********************************************************************
 DK7254  DESIGNATION -  2773 F
 DK7254  PID         -  DK7254
 DK7254  STATE/COUNTY-  MN/HENNEPIN
 DK7254  COUNTRY     -  US
 DK7254  USGS QUAD   -  HOPKINS (2019)
 DK7254
 DK7254                         *CURRENT SURVEY CONTROL
 DK7254  ______________________________________________________________________
 DK7254* NAD 83(1986) POSITION- 44 53 20.08   (N) 093 24 23.42   (W)   HD_HELD1
 DK7254* NAVD 88 ORTHO HEIGHT -   290.800 (meters)      954.07  (feet) ADJUSTED
 DK7254  ______________________________________________________________________
 DK7254  GEOID HEIGHT    -        -26.934 (meters)                     GEOID18
 DK7254  DYNAMIC HEIGHT  -        290.792 (meters)      954.04  (feet) COMP
 DK7254  MODELED GRAVITY -    980,581.3   (mgal)                       NAVD 88
 DK7254
 DK7254  VERT ORDER      -  SECOND    CLASS I
 DK7254
 DK7254.The horizontal coordinates were determined by differentially corrected
 DK7254.hand held GPS observations or other comparable positioning techniques
 DK7254.and have an estimated accuracy of +/- 3 meters.
 DK7254
 DK7254.The orthometric height was determined by differential leveling and
 DK7254.adjusted by the NATIONAL GEODETIC SURVEY
 DK7254.in May 2010.
 DK7254
 DK7254.Significant digits in the geoid height do not necessarily reflect accuracy.
 DK7254.GEOID18 height accuracy estimate available here.
 DK7254
 DK7254.Click photographs - Photos may exist for this station.
 DK7254
 DK7254.The dynamic height is computed by dividing the NAVD 88
 DK7254.geopotential number by the normal gravity value computed on the
 DK7254.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK7254.degrees latitude (g = 980.6199 gals.).
 DK7254
 DK7254.The modeled gravity was interpolated from observed gravity values.
 DK7254
 DK7254;                    North         East    Units  Estimated Accuracy
 DK7254;SPC MN S     -   310,052.2     846,882.5     MT  (+/- 3 meters HH1 GPS) 
 DK7254
 DK7254_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK6789970690(NAD 83)
 DK7254
 DK7254                          SUPERSEDED SURVEY CONTROL
 DK7254
 DK7254.No superseded survey control is available for this station.
 DK7254
 DK7254_MARKER: DV = VERTICAL CONTROL DISK
 DK7254_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DK7254_SP_SET: BRIDGE RAILING
 DK7254_STAMPING: 2773 F 1968
 DK7254_MARK LOGO: MNHD
 DK7254_MAGNETIC: N = NO MAGNETIC MATERIAL
 DK7254_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DK7254_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DK7254+SATELLITE: SATELLITE OBSERVATIONS - April 08, 2015
 DK7254
 DK7254  HISTORY     - Date     Condition        Report By
 DK7254  HISTORY     - 19680601 MONUMENTED       MNHD
 DK7254  HISTORY     - 20070313 GOOD             MNDT
 DK7254  HISTORY     - 20150408 GOOD             MNDT
 DK7254
 DK7254                          STATION DESCRIPTION
 DK7254
 DK7254'DESCRIBED BY MN DEPT OF TRANSP 2007 (FAD)
 DK7254'RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.   THE MARK IS
 DK7254'LOCATED ABOUT 6.3 MI (10.1 KM) WEST-NORTHWEST OF BLOOMINGTON, 3.7 MI
 DK7254'(6.0 KM) SOUTHEAST OF HOPKINS AND 3.9 MI (6.3 KM) NORTHEAST TO EDEN
 DK7254'PRAIRIE.
 DK7254'
 DK7254'PROCEED 1.9 MILES (3.1 KM) EAST ALONG TRUNK HIGHWAY 62 FROM THE
 DK7254'JUNCTION OF FEDERAL AID HIGHWAY 494, AT TRUNK HIGHWAY 62 MILEPOINT
 DK7254'105.45 IN EDEN PRAIRIE, IN BRIDGE RAIL AT SOUTHEAST CORNER OF BRIDGE
 DK7254'NUMBER 27078 (TRUNK HIGHWAY 62 OVER TRUNK HIGHWAY 212, 13.5 FEET (4.1
 DK7254'M) NORTH OF EASTBOUND TRUNK HIGHWAY 62.
 DK7254
 DK7254                          STATION RECOVERY (2015)
 DK7254
 DK7254'RECOVERY NOTE BY MN DEPT OF TRANSP 2015 (MAS)
 DK7254'IN EDEN PRAIRIE, IN BRIDGE RAILING IN SOUTHEAST CORNER OF TRUNK
 DK7254'HIGHWAY 62 BRIDGE NUMBER 27078 OVER TRUNK HIGHWAY 212, 1.9 MI (3.1 KM)
 DK7254'EAST ALONG TRUNK HIGHWAY 62  FROM THE JUNCTION OF TRUNK HIGHWAY 62 AND
 DK7254'TRUNK HIGHWAY 494 IN EDEN PRAIRIE, AT TRUNK HIGHWAY 62 MILE POINT
 DK7254'105.45, 13.5 FT (4.1 M) SOUTH OF EASTBOUND TRUNK HIGHWAY 62.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DP9941 ***********************************************************************
 DP9941  DESIGNATION -  2773 G
 DP9941  PID         -  DP9941
 DP9941  STATE/COUNTY-  MN/HENNEPIN
 DP9941  COUNTRY     -  US
 DP9941  USGS QUAD   -  HOPKINS (2019)
 DP9941
 DP9941                         *CURRENT SURVEY CONTROL
 DP9941  ______________________________________________________________________
 DP9941* NAD 83(2011) POSITION- 44 53 31.69392(N) 093 26 15.98957(W)   ADJUSTED
 DP9941* NAD 83(2011) ELLIP HT-   258.683 (meters)        (06/08/16)   ADJUSTED
 DP9941* NAD 83(2011) EPOCH   -  2010.00
 DP9941* NAVD 88 ORTHO HEIGHT -   285.560 (meters)      936.87  (feet) ADJUSTED
 DP9941  ______________________________________________________________________
 DP9941  GEOID HEIGHT    -        -26.889 (meters)                     GEOID18
 DP9941  NAD 83(2011) X  -   -271,413.830 (meters)                     COMP
 DP9941  NAD 83(2011) Y  - -4,518,097.229 (meters)                     COMP
 DP9941  NAD 83(2011) Z  -  4,479,047.010 (meters)                     COMP
 DP9941  LAPLACE CORR    -         -3.47  (seconds)                    DEFLEC18
 DP9941  DYNAMIC HEIGHT  -        285.554 (meters)      936.86  (feet) COMP
 DP9941  MODELED GRAVITY -    980,586.4   (mgal)                       NAVD 88
 DP9941
 DP9941  VERT ORDER      -  SECOND    CLASS I
 DP9941
 DP9941  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DP9941  Standards:
 DP9941         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DP9941            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DP9941  -------------------------------------------------------------------
 DP9941  NETWORK    1.00   1.47           0.45   0.36   0.75      0.07780688
 DP9941  -------------------------------------------------------------------
 DP9941  Click here for local accuracies and other accuracy information.
 DP9941
 DP9941.The horizontal coordinates were established by GPS observations
 DP9941.and adjusted by the MN DEPT OF TRANSP in June 2016.
 DP9941
 DP9941.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DP9941.been affixed to the stable North American tectonic plate. See 
 DP9941.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DP9941
 DP9941.The horizontal coordinates are valid at the epoch date displayed above
 DP9941.which is a decimal equivalence of Year/Month/Day.
 DP9941
 DP9941.The orthometric height was determined by differential leveling and
 DP9941.adjusted by the NATIONAL GEODETIC SURVEY
 DP9941.in September 2016.
 DP9941
 DP9941.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP9941.GEOID18 height accuracy estimate available here.
 DP9941
 DP9941.Click photographs - Photos may exist for this station.
 DP9941
 DP9941.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DP9941
 DP9941.The Laplace correction was computed from DEFLEC18 derived deflections.
 DP9941
 DP9941.The ellipsoidal height was determined by GPS observations
 DP9941.and is referenced to NAD 83.
 DP9941
 DP9941.The dynamic height is computed by dividing the NAVD 88
 DP9941.geopotential number by the normal gravity value computed on the
 DP9941.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP9941.degrees latitude (g = 980.6199 gals.).
 DP9941
 DP9941.The modeled gravity was interpolated from observed gravity values.
 DP9941
 DP9941. The following values were computed from the NAD 83(2011) position.
 DP9941
 DP9941;                    North         East     Units Scale Factor Converg.
 DP9941;SPC MN S     -   310,393.202   844,409.984   MT  0.99994525   +0 23 38.7
 DP9941;SPC MN S     - 1,018,348.36  2,770,368.42   sFT  0.99994525   +0 23 38.7
 DP9941;UTM  15      - 4,971,061.530   465,431.966   MT  0.99961469   -0 18 32.3
 DP9941
 DP9941!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DP9941!SPC MN S     -   0.99995944  x   0.99994525  =   0.99990470
 DP9941!UTM  15      -   0.99995944  x   0.99961469  =   0.99957415
 DP9941
 DP9941_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK6543171061(NAD 83)
 DP9941
 DP9941                          SUPERSEDED SURVEY CONTROL
 DP9941
 DP9941.No superseded survey control is available for this station.
 DP9941
 DP9941_MARKER: I = METAL ROD
 DP9941_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DP9941_STAMPING: 2773 G 2015
 DP9941_MARK LOGO: MNDT
 DP9941_PROJECTION: RECESSED 5 CENTIMETERS
 DP9941_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DP9941_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DP9941_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP9941+SATELLITE: SATELLITE OBSERVATIONS - April 28, 2015
 DP9941_ROD/PIPE-DEPTH: 4.3 meters
 DP9941
 DP9941  HISTORY     - Date     Condition        Report By
 DP9941  HISTORY     - 20150428 MONUMENTED       MNDT
 DP9941
 DP9941                          STATION DESCRIPTION
 DP9941
 DP9941'DESCRIBED BY MN DEPT OF TRANSP 2015
 DP9941'THE STATION IS LOCATED ABOUT 6.3 MI (10.1 KM) EAST OF EXCELSIOR, 3.0
 DP9941'MI (4.8 KM) NORTH-NORTHEAST OF EDEN PRAIRIE AND 2.6 MI (4.2 KM)
 DP9941'SOUTH-SOUTHEAST OF HOPKINS.
 DP9941'
 DP9941'TO REACH THE MARK GO 0.3 MI (0.5 KM) EAST ALONG TRUNK HIGHWAY 62 FROM
 DP9941'THE JUNCTION OF TRUNK HIGHWAY 62 AND INTERSTATE HIGHWAY 494 IN EDEN
 DP9941'PRAIRIE, AT TRUNK HIGHWAY 62 MILE POINT 103.85.
 DP9941'
 DP9941'THE MARK IS LOCATED 30 FT (9.1 M) NORTH OF WESTBOUND TRUNK HIGHWAY 62
 DP9941'FOG LINE, 5.0 FT (1.5 M) SOUTH OF RIGHT-OF-WAY FENCE.
 DP9941'
 DP9941'NOTE - THE STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM
 DP9941'ROD DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION REMOVABLE
 DP9941'DISK SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH
 DP9941'PVC PIPE BACK FILLED WITH WASHED SAND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DP9932 ***********************************************************************
 DP9932  DESIGNATION -  2774 A
 DP9932  PID         -  DP9932
 DP9932  STATE/COUNTY-  MN/HENNEPIN
 DP9932  COUNTRY     -  US
 DP9932  USGS QUAD   -  MINNEAPOLIS SOUTH (2019)
 DP9932
 DP9932                         *CURRENT SURVEY CONTROL
 DP9932  ______________________________________________________________________
 DP9932* NAD 83(2011) POSITION- 44 53 26.24938(N) 093 17 38.93628(W)   ADJUSTED
 DP9932* NAD 83(2011) ELLIP HT-   233.951 (meters)        (06/08/16)   ADJUSTED
 DP9932* NAD 83(2011) EPOCH   -  2010.00
 DP9932* NAVD 88 ORTHO HEIGHT -   261.046 (meters)      856.45  (feet) ADJUSTED
 DP9932  ______________________________________________________________________
 DP9932  GEOID HEIGHT    -        -27.101 (meters)                     GEOID18
 DP9932  NAD 83(2011) X  -   -260,093.081 (meters)                     COMP
 DP9932  NAD 83(2011) Y  - -4,518,864.332 (meters)                     COMP
 DP9932  NAD 83(2011) Z  -  4,478,910.482 (meters)                     COMP
 DP9932  LAPLACE CORR    -         -4.10  (seconds)                    DEFLEC18
 DP9932  DYNAMIC HEIGHT  -        261.038 (meters)      856.42  (feet) COMP
 DP9932  MODELED GRAVITY -    980,579.6   (mgal)                       NAVD 88
 DP9932
 DP9932  VERT ORDER      -  SECOND    CLASS I
 DP9932
 DP9932  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DP9932  Standards:
 DP9932         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DP9932            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DP9932  -------------------------------------------------------------------
 DP9932  NETWORK    1.03   1.51           0.47   0.36   0.77      0.08639816
 DP9932  -------------------------------------------------------------------
 DP9932  Click here for local accuracies and other accuracy information.
 DP9932
 DP9932.The horizontal coordinates were established by GPS observations
 DP9932.and adjusted by the MN DEPT OF TRANSP in June 2016.
 DP9932
 DP9932.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DP9932.been affixed to the stable North American tectonic plate. See 
 DP9932.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DP9932
 DP9932.The horizontal coordinates are valid at the epoch date displayed above
 DP9932.which is a decimal equivalence of Year/Month/Day.
 DP9932
 DP9932.The orthometric height was determined by differential leveling and
 DP9932.adjusted by the NATIONAL GEODETIC SURVEY
 DP9932.in September 2016.
 DP9932
 DP9932.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP9932.GEOID18 height accuracy estimate available here.
 DP9932
 DP9932.Click photographs - Photos may exist for this station.
 DP9932
 DP9932.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DP9932
 DP9932.The Laplace correction was computed from DEFLEC18 derived deflections.
 DP9932
 DP9932.The ellipsoidal height was determined by GPS observations
 DP9932.and is referenced to NAD 83.
 DP9932
 DP9932.The dynamic height is computed by dividing the NAVD 88
 DP9932.geopotential number by the normal gravity value computed on the
 DP9932.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP9932.degrees latitude (g = 980.6199 gals.).
 DP9932
 DP9932.The modeled gravity was interpolated from observed gravity values.
 DP9932
 DP9932. The following values were computed from the NAD 83(2011) position.
 DP9932
 DP9932;                    North         East     Units Scale Factor Converg.
 DP9932;SPC MN S     -   310,313.145   855,756.147   MT  0.99994508   +0 29 41.1
 DP9932;SPC MN S     - 1,018,085.71  2,807,593.29   sFT  0.99994508   +0 29 41.1
 DP9932;UTM  15      - 4,970,842.401   476,772.496   MT  0.99960663   -0 12 27.4
 DP9932
 DP9932!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DP9932!SPC MN S     -   0.99996332  x   0.99994508  =   0.99990840
 DP9932!UTM  15      -   0.99996332  x   0.99960663  =   0.99956996
 DP9932
 DP9932_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK7677270842(NAD 83)
 DP9932
 DP9932                          SUPERSEDED SURVEY CONTROL
 DP9932
 DP9932.No superseded survey control is available for this station.
 DP9932
 DP9932_MARKER: F = FLANGE-ENCASED ROD
 DP9932_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DP9932_STAMPING: 2774 A 2015
 DP9932_MARK LOGO: MNDT
 DP9932_PROJECTION: RECESSED 5 CENTIMETERS
 DP9932_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DP9932_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DP9932_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP9932+SATELLITE: SATELLITE OBSERVATIONS - October 19, 2017
 DP9932_ROD/PIPE-DEPTH: 3.7 meters
 DP9932
 DP9932  HISTORY     - Date     Condition        Report By
 DP9932  HISTORY     - 20150423 MONUMENTED       MNDT
 DP9932  HISTORY     - 20171019 GOOD             MNDT
 DP9932
 DP9932                          STATION DESCRIPTION
 DP9932
 DP9932'DESCRIBED BY MN DEPT OF TRANSP 2015
 DP9932'THE STATION IS LOCATED ABOUT 8.6 MI (13.8 KM) EAST-SOUTHEAST OF
 DP9932'HOPKINS, 6.4 MI (10.3 KM) SOUTH-SOUTHWEST OF MINNEAPOLIS AND 3.4 MI
 DP9932'(5.5 KM) NORTH OF BLOOMINGTON.
 DP9932'
 DP9932'TO REACH THE MARK GO 2.45 MI (3.9 KM) WEST ALONG TRUNK HIGHWAY 62 FROM
 DP9932'THE JUNCTION OF TRUNK HIGHWAY 62 AND TRUNK HIGHWAY 77 IN MINNEAPOLIS
 DP9932'(NEAR THE JUNCTION OF TRUNK HIGHWAY 62 AND INTERSTATE HIGHWAY 35W
 DP9932'SOUTH), AT TRUNK HIGHWAY 62 MILE POINT 111.2.
 DP9932'
 DP9932'THE MARK IS LOCATED 30 FT (9.1 M) NORTH OF WESTBOUND TRUNK HIGHWAY 62
 DP9932'FOG LINE, 20 FT (6.1 M) NORTH-NORTHEAST OF EAST END OF GUARD RAIL.
 DP9932'
 DP9932'NOTE - THE STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM
 DP9932'ROD DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION REMOVABLE
 DP9932'DISK SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH
 DP9932'PVC PIPE BACK FILLED WITH WASHED SAND.
 DP9932
 DP9932                          STATION RECOVERY (2017)
 DP9932
 DP9932'RECOVERY NOTE BY MN DEPT OF TRANSP 2017 (MPP)
 DP9932'RECOVERED AS DESCRIBED.
 DP9932'
 DP9932'NOTE-THE STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM ROD
 DP9932'DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION REMOVABLE DISK
 DP9932'SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH PVC
 DP9932'PIPE BACK FILLED WITH WASHED SAND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DP9933 ***********************************************************************
 DP9933  DESIGNATION -  2774 B
 DP9933  PID         -  DP9933
 DP9933  STATE/COUNTY-  MN/HENNEPIN
 DP9933  COUNTRY     -  US
 DP9933  USGS QUAD   -  MINNEAPOLIS SOUTH (2019)
 DP9933
 DP9933                         *CURRENT SURVEY CONTROL
 DP9933  ______________________________________________________________________
 DP9933* NAD 83(2011) POSITION- 44 53 27.21935(N) 093 18 38.27829(W)   ADJUSTED
 DP9933* NAD 83(2011) ELLIP HT-   241.580 (meters)        (06/08/16)   ADJUSTED
 DP9933* NAD 83(2011) EPOCH   -  2010.00
 DP9933* NAVD 88 ORTHO HEIGHT -   268.642 (meters)      881.37  (feet) ADJUSTED
 DP9933  ______________________________________________________________________
 DP9933  GEOID HEIGHT    -        -27.075 (meters)                     GEOID18
 DP9933  NAD 83(2011) X  -   -261,392.231 (meters)                     COMP
 DP9933  NAD 83(2011) Y  - -4,518,773.615 (meters)                     COMP
 DP9933  NAD 83(2011) Z  -  4,478,937.080 (meters)                     COMP
 DP9933  LAPLACE CORR    -         -3.99  (seconds)                    DEFLEC18
 DP9933  DYNAMIC HEIGHT  -        268.634 (meters)      881.34  (feet) COMP
 DP9933  MODELED GRAVITY -    980,579.5   (mgal)                       NAVD 88
 DP9933
 DP9933  VERT ORDER      -  SECOND    CLASS I
 DP9933
 DP9933  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DP9933  Standards:
 DP9933         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DP9933            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DP9933  -------------------------------------------------------------------
 DP9933  NETWORK    1.03   1.51           0.47   0.36   0.77      0.08133819
 DP9933  -------------------------------------------------------------------
 DP9933  Click here for local accuracies and other accuracy information.
 DP9933
 DP9933.The horizontal coordinates were established by GPS observations
 DP9933.and adjusted by the MN DEPT OF TRANSP in June 2016.
 DP9933
 DP9933.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DP9933.been affixed to the stable North American tectonic plate. See 
 DP9933.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DP9933
 DP9933.The horizontal coordinates are valid at the epoch date displayed above
 DP9933.which is a decimal equivalence of Year/Month/Day.
 DP9933
 DP9933.The orthometric height was determined by differential leveling and
 DP9933.adjusted by the NATIONAL GEODETIC SURVEY
 DP9933.in September 2016.
 DP9933
 DP9933.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP9933.GEOID18 height accuracy estimate available here.
 DP9933
 DP9933.Click photographs - Photos may exist for this station.
 DP9933
 DP9933.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DP9933
 DP9933.The Laplace correction was computed from DEFLEC18 derived deflections.
 DP9933
 DP9933.The ellipsoidal height was determined by GPS observations
 DP9933.and is referenced to NAD 83.
 DP9933
 DP9933.The dynamic height is computed by dividing the NAVD 88
 DP9933.geopotential number by the normal gravity value computed on the
 DP9933.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP9933.degrees latitude (g = 980.6199 gals.).
 DP9933
 DP9933.The modeled gravity was interpolated from observed gravity values.
 DP9933
 DP9933. The following values were computed from the NAD 83(2011) position.
 DP9933
 DP9933;                    North         East     Units Scale Factor Converg.
 DP9933;SPC MN S     -   310,331.973   854,453.840   MT  0.99994511   +0 28 59.5
 DP9933;SPC MN S     - 1,018,147.48  2,803,320.64   sFT  0.99994511   +0 28 59.5
 DP9933;UTM  15      - 4,970,877.180   475,470.959   MT  0.99960740   -0 13 09.2
 DP9933
 DP9933!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DP9933!SPC MN S     -   0.99996212  x   0.99994511  =   0.99990724
 DP9933!UTM  15      -   0.99996212  x   0.99960740  =   0.99956954
 DP9933
 DP9933_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK7547070877(NAD 83)
 DP9933
 DP9933                          SUPERSEDED SURVEY CONTROL
 DP9933
 DP9933.No superseded survey control is available for this station.
 DP9933
 DP9933_MARKER: F = FLANGE-ENCASED ROD
 DP9933_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DP9933_STAMPING: 2774 B 2015
 DP9933_MARK LOGO: MNDT
 DP9933_PROJECTION: RECESSED 5 CENTIMETERS
 DP9933_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DP9933_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DP9933_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP9933+SATELLITE: SATELLITE OBSERVATIONS - April 27, 2015
 DP9933_ROD/PIPE-DEPTH: 13.4 meters
 DP9933
 DP9933  HISTORY     - Date     Condition        Report By
 DP9933  HISTORY     - 20150427 MONUMENTED       MNDT
 DP9933
 DP9933                          STATION DESCRIPTION
 DP9933
 DP9933'DESCRIBED BY MN DEPT OF TRANSP 2015
 DP9933'THE STATION IS LOCATED ABOUT 7.8 MI (12.6 KM) EAST-SOUTHEAST OF
 DP9933'HOPKINS, 6.6 MI (10.6 KM) SOUTH-SOUTHWEST OF MINNEAPOLIS AND 3.5 MI
 DP9933'(5.6 KM) NORTH OF BLOOMINGTON.
 DP9933'
 DP9933'TO REACH THE MARK GO 0.75 MI (1.2 KM) WEST ALONG TRUNK HIGHWAY 62 FROM
 DP9933'THE JUNCTION OF TRUNK HIGHWAY 62 AND INTERSTATE HIGHWAY 35W SOUTH IN
 DP9933'MINNEAPOLIS, AT TRUNK HIGHWAY 62 MILE POINT 110.35.
 DP9933'
 DP9933'THE MARK IS LOCATED 24.2 FT (7.4 M) NORTH OF WESTBOUND TRUNK HIGHWAY
 DP9933'62 FOG LINE, 26.0 FT (7.9 M) SOUTH OF ENTRANCE RAMP FROM PENN AVENUE
 DP9933'TO WESTBOUND TRUNK HIGHWAY 62 FOG LINE, 1.5 FT (0.5 M) SOUTH OF A
 DP9933'WITNESS POST.
 DP9933'
 DP9933'NOTE - THE STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM
 DP9933'ROD DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION REMOVABLE
 DP9933'DISK SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH
 DP9933'PVC PIPE BACK FILLED WITH WASHED SAND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DP9934 ***********************************************************************
 DP9934  DESIGNATION -  2774 C
 DP9934  PID         -  DP9934
 DP9934  STATE/COUNTY-  MN/HENNEPIN
 DP9934  COUNTRY     -  US
 DP9934  USGS QUAD   -  MINNEAPOLIS SOUTH (2019)
 DP9934
 DP9934                         *CURRENT SURVEY CONTROL
 DP9934  ______________________________________________________________________
 DP9934* NAD 83(2011) POSITION- 44 53 15.74651(N) 093 19 37.51793(W)   ADJUSTED
 DP9934* NAD 83(2011) ELLIP HT-   240.077 (meters)        (06/08/16)   ADJUSTED
 DP9934* NAD 83(2011) EPOCH   -  2010.00
 DP9934* NAVD 88 ORTHO HEIGHT -   267.106 (meters)      876.33  (feet) ADJUSTED
 DP9934  ______________________________________________________________________
 DP9934  GEOID HEIGHT    -        -27.051 (meters)                     GEOID18
 DP9934  NAD 83(2011) X  -   -262,704.465 (meters)                     COMP
 DP9934  NAD 83(2011) Y  - -4,518,946.825 (meters)                     COMP
 DP9934  NAD 83(2011) Z  -  4,478,685.098 (meters)                     COMP
 DP9934  LAPLACE CORR    -         -3.98  (seconds)                    DEFLEC18
 DP9934  DYNAMIC HEIGHT  -        267.098 (meters)      876.30  (feet) COMP
 DP9934  MODELED GRAVITY -    980,579.7   (mgal)                       NAVD 88
 DP9934
 DP9934  VERT ORDER      -  SECOND    CLASS I
 DP9934
 DP9934  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DP9934  Standards:
 DP9934         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DP9934            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DP9934  -------------------------------------------------------------------
 DP9934  NETWORK    1.00   1.65           0.45   0.36   0.84      0.05204431
 DP9934  -------------------------------------------------------------------
 DP9934  Click here for local accuracies and other accuracy information.
 DP9934
 DP9934.The horizontal coordinates were established by GPS observations
 DP9934.and adjusted by the MN DEPT OF TRANSP in June 2016.
 DP9934
 DP9934.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DP9934.been affixed to the stable North American tectonic plate. See 
 DP9934.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DP9934
 DP9934.The horizontal coordinates are valid at the epoch date displayed above
 DP9934.which is a decimal equivalence of Year/Month/Day.
 DP9934
 DP9934.The orthometric height was determined by differential leveling and
 DP9934.adjusted by the NATIONAL GEODETIC SURVEY
 DP9934.in September 2016.
 DP9934
 DP9934.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP9934.GEOID18 height accuracy estimate available here.
 DP9934
 DP9934.Click photographs - Photos may exist for this station.
 DP9934
 DP9934.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DP9934
 DP9934.The Laplace correction was computed from DEFLEC18 derived deflections.
 DP9934
 DP9934.The ellipsoidal height was determined by GPS observations
 DP9934.and is referenced to NAD 83.
 DP9934
 DP9934.The dynamic height is computed by dividing the NAVD 88
 DP9934.geopotential number by the normal gravity value computed on the
 DP9934.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP9934.degrees latitude (g = 980.6199 gals.).
 DP9934
 DP9934.The modeled gravity was interpolated from observed gravity values.
 DP9934
 DP9934. The following values were computed from the NAD 83(2011) position.
 DP9934
 DP9934;                    North         East     Units Scale Factor Converg.
 DP9934;SPC MN S     -   309,967.014   853,156.951   MT  0.99994473   +0 28 18.0
 DP9934;SPC MN S     - 1,016,950.11  2,799,065.76   sFT  0.99994473   +0 28 18.0
 DP9934;UTM  15      - 4,970,528.267   474,170.132   MT  0.99960820   -0 13 51.0
 DP9934
 DP9934!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DP9934!SPC MN S     -   0.99996236  x   0.99994473  =   0.99990709
 DP9934!UTM  15      -   0.99996236  x   0.99960820  =   0.99957057
 DP9934
 DP9934_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK7417070528(NAD 83)
 DP9934
 DP9934                          SUPERSEDED SURVEY CONTROL
 DP9934
 DP9934.No superseded survey control is available for this station.
 DP9934
 DP9934_MARKER: F = FLANGE-ENCASED ROD
 DP9934_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DP9934_STAMPING: 2774 C 2015
 DP9934_MARK LOGO: MNDT
 DP9934_PROJECTION: RECESSED 5 CENTIMETERS
 DP9934_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DP9934_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DP9934_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP9934+SATELLITE: SATELLITE OBSERVATIONS - April 27, 2015
 DP9934_ROD/PIPE-DEPTH: 8.8 meters
 DP9934
 DP9934  HISTORY     - Date     Condition        Report By
 DP9934  HISTORY     - 20150427 MONUMENTED       MNDT
 DP9934
 DP9934                          STATION DESCRIPTION
 DP9934
 DP9934'DESCRIBED BY MN DEPT OF TRANSP 2015
 DP9934'THE STATION IS LOCATED ABOUT 7.1 MI (11.4 KM) EAST-SOUTHEAST OF
 DP9934'HOPKINS, 7.1 MI (11.4 KM) SOUTH-SOUTHWEST OF MINNEAPOLIS AND 3.5 MI
 DP9934'(5.6 KM) NORTH-NORTHWEST OF BLOOMINGTON.
 DP9934'
 DP9934'TO REACH THE MARK GO 1.6 MI (2.6 KM) WEST ALONG TRUNK HIGHWAY 62 FROM
 DP9934'THE JUNCTION OF TRUNK HIGHWAY 62 AND INTERSTATE HIGHWAY 35W SOUTH IN
 DP9934'MINNEAPOLIS, AT TRUNK HIGHWAY 62 MILE POINT 109.5.
 DP9934'
 DP9934'THE MARK IS LOCATED 24.0 FT (7.3 M) NORTHEAST OF WESTBOUND TRUNK
 DP9934'HIGHWAY 62 FOG LINE, 26.1 FT (8.0 M) SOUTHWEST OF EXIT RAMP FROM
 DP9934'WESTBOUND TRUNK HIGHWAY 62 TO FRANCE AVENUE FOG LINE, 1.5 FT (0.5 M)
 DP9934'SOUTHWEST OF A WITNESS POST.
 DP9934'
 DP9934'NOTE - THE STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM
 DP9934'ROD DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION REMOVABLE
 DP9934'DISK SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH
 DP9934'PVC PIPE BACK FILLED WITH WASHED SAND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DP9935 ***********************************************************************
 DP9935  DESIGNATION -  2774 D
 DP9935  PID         -  DP9935
 DP9935  STATE/COUNTY-  MN/HENNEPIN
 DP9935  COUNTRY     -  US
 DP9935  USGS QUAD   -  MINNEAPOLIS SOUTH (2019)
 DP9935
 DP9935                         *CURRENT SURVEY CONTROL
 DP9935  ______________________________________________________________________
 DP9935* NAD 83(1986) POSITION- 44 53 12.24   (N) 093 20 25.18   (W)   HD_HELD1
 DP9935* NAVD 88 ORTHO HEIGHT -   265.468 (meters)      870.96  (feet) ADJUSTED
 DP9935  ______________________________________________________________________
 DP9935  GEOID HEIGHT    -        -27.032 (meters)                     GEOID18
 DP9935  DYNAMIC HEIGHT  -        265.460 (meters)      870.93  (feet) COMP
 DP9935  MODELED GRAVITY -    980,579.9   (mgal)                       NAVD 88
 DP9935
 DP9935  VERT ORDER      -  SECOND    CLASS I
 DP9935
 DP9935.The horizontal coordinates were determined by differentially corrected
 DP9935.hand held GPS observations or other comparable positioning techniques
 DP9935.and have an estimated accuracy of +/- 3 meters.
 DP9935
 DP9935.The orthometric height was determined by differential leveling and
 DP9935.adjusted by the NATIONAL GEODETIC SURVEY
 DP9935.in September 2016.
 DP9935
 DP9935.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP9935.GEOID18 height accuracy estimate available here.
 DP9935
 DP9935.Click photographs - Photos may exist for this station.
 DP9935
 DP9935.The dynamic height is computed by dividing the NAVD 88
 DP9935.geopotential number by the normal gravity value computed on the
 DP9935.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP9935.degrees latitude (g = 980.6199 gals.).
 DP9935
 DP9935.The modeled gravity was interpolated from observed gravity values.
 DP9935
 DP9935;                    North         East    Units  Estimated Accuracy
 DP9935;SPC MN S     -   309,850.3     852,112.0     MT  (+/- 3 meters HH1 GPS) 
 DP9935
 DP9935_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK7312470424(NAD 83)
 DP9935
 DP9935                          SUPERSEDED SURVEY CONTROL
 DP9935
 DP9935.No superseded survey control is available for this station.
 DP9935
 DP9935_MARKER: F = FLANGE-ENCASED ROD
 DP9935_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DP9935_STAMPING: 2774 D 2015
 DP9935_MARK LOGO: MNDT
 DP9935_PROJECTION: RECESSED 3 CENTIMETERS
 DP9935_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DP9935_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DP9935_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP9935+SATELLITE: SATELLITE OBSERVATIONS - April 28, 2015
 DP9935_ROD/PIPE-DEPTH: 7.3 meters
 DP9935
 DP9935  HISTORY     - Date     Condition        Report By
 DP9935  HISTORY     - 20150428 MONUMENTED       MNDT
 DP9935
 DP9935                          STATION DESCRIPTION
 DP9935
 DP9935'DESCRIBED BY MN DEPT OF TRANSP 2015
 DP9935'THE STATION IS LOCATED ABOUT 6.8 MI (10.9 KM) EAST-NORTHEAST OF EDEN
 DP9935'PRAIRIE, 6.6 MI (10.6 KM) EAST-SOUTHEAST OF HOPKINS AND 3.8 MI (6.1
 DP9935'KM) NORTH-NORTHWEST OF BLOOMINGTON.
 DP9935'
 DP9935'TO REACH THE MARK GO 0.55 MI (0.9 KM) EAST ALONG TRUNK HIGHWAY 62 FROM
 DP9935'THE JUNCTION OF TRUNK HIGHWAY 62 AND TRUNK HIGHWAY 100 IN EDINA, AT
 DP9935'TRUNK HIGHWAY 62 MILE POINT 108.85.
 DP9935'
 DP9935'THE MARK IS LOCATED 20.3 FT (6.2 M) SOUTH OF EASTBOUND TRUNK HIGHWAY
 DP9935'62 BACK OF CURB, 7.4 FT (2.3 M) NORTH OF RIGHT-OF-WAY FENCE, 1.5 FT
 DP9935'(0.5 M) NORTH OF A WITNESS POST.
 DP9935'
 DP9935'NOTE - THE STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM
 DP9935'ROD DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION REMOVABLE
 DP9935'DISK SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH
 DP9935'PVC PIPE BACK FILLED WITH WASHED SAND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DP9926 ***********************************************************************
 DP9926  DESIGNATION -  2775 A
 DP9926  PID         -  DP9926
 DP9926  STATE/COUNTY-  MN/HENNEPIN
 DP9926  COUNTRY     -  US
 DP9926  USGS QUAD   -  SAINT PAUL WEST (2019)
 DP9926
 DP9926                         *CURRENT SURVEY CONTROL
 DP9926  ______________________________________________________________________
 DP9926* NAD 83(2011) POSITION- 44 53 54.94597(N) 093 12 34.36111(W)   ADJUSTED
 DP9926* NAD 83(2011) ELLIP HT-   230.089 (meters)        (06/08/16)   ADJUSTED
 DP9926* NAD 83(2011) EPOCH   -  2010.00
 DP9926* NAVD 88 ORTHO HEIGHT -   257.295 (meters)      844.14  (feet) ADJUSTED
 DP9926  ______________________________________________________________________
 DP9926  GEOID HEIGHT    -        -27.239 (meters)                     GEOID18
 DP9926  NAD 83(2011) X  -   -253,384.985 (meters)                     COMP
 DP9926  NAD 83(2011) Y  - -4,518,616.457 (meters)                     COMP
 DP9926  NAD 83(2011) Z  -  4,479,535.317 (meters)                     COMP
 DP9926  LAPLACE CORR    -         -4.82  (seconds)                    DEFLEC18
 DP9926  DYNAMIC HEIGHT  -        257.287 (meters)      844.12  (feet) COMP
 DP9926  MODELED GRAVITY -    980,579.4   (mgal)                       NAVD 88
 DP9926
 DP9926  VERT ORDER      -  SECOND    CLASS I
 DP9926
 DP9926  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DP9926  Standards:
 DP9926         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DP9926            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DP9926  -------------------------------------------------------------------
 DP9926  NETWORK    1.09   1.74           0.49   0.39   0.89      0.04292867
 DP9926  -------------------------------------------------------------------
 DP9926  Click here for local accuracies and other accuracy information.
 DP9926
 DP9926.The horizontal coordinates were established by GPS observations
 DP9926.and adjusted by the MN DEPT OF TRANSP in June 2016.
 DP9926
 DP9926.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DP9926.been affixed to the stable North American tectonic plate. See 
 DP9926.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DP9926
 DP9926.The horizontal coordinates are valid at the epoch date displayed above
 DP9926.which is a decimal equivalence of Year/Month/Day.
 DP9926
 DP9926.The orthometric height was determined by differential leveling and
 DP9926.adjusted by the NATIONAL GEODETIC SURVEY
 DP9926.in September 2016.
 DP9926
 DP9926.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP9926.GEOID18 height accuracy estimate available here.
 DP9926
 DP9926.Click photographs - Photos may exist for this station.
 DP9926
 DP9926.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DP9926
 DP9926.The Laplace correction was computed from DEFLEC18 derived deflections.
 DP9926
 DP9926.The ellipsoidal height was determined by GPS observations
 DP9926.and is referenced to NAD 83.
 DP9926
 DP9926.The dynamic height is computed by dividing the NAVD 88
 DP9926.geopotential number by the normal gravity value computed on the
 DP9926.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP9926.degrees latitude (g = 980.6199 gals.).
 DP9926
 DP9926.The modeled gravity was interpolated from observed gravity values.
 DP9926
 DP9926. The following values were computed from the NAD 83(2011) position.
 DP9926
 DP9926;                    North         East     Units Scale Factor Converg.
 DP9926;SPC MN S     -   311,260.067   862,430.388   MT  0.99994603   +0 33 14.6
 DP9926;SPC MN S     - 1,021,192.40  2,829,490.36   sFT  0.99994603   +0 33 14.6
 DP9926;UTM  15      - 4,971,707.168   483,455.563   MT  0.99960337   -0 08 52.5
 DP9926
 DP9926!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DP9926!SPC MN S     -   0.99996393  x   0.99994603  =   0.99990996
 DP9926!UTM  15      -   0.99996393  x   0.99960337  =   0.99956731
 DP9926
 DP9926_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK8345571707(NAD 83)
 DP9926
 DP9926                          SUPERSEDED SURVEY CONTROL
 DP9926
 DP9926.No superseded survey control is available for this station.
 DP9926
 DP9926_MARKER: F = FLANGE-ENCASED ROD
 DP9926_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DP9926_STAMPING: 2775 A 2015
 DP9926_MARK LOGO: MNDT
 DP9926_PROJECTION: FLUSH
 DP9926_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DP9926_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DP9926_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP9926+SATELLITE: SATELLITE OBSERVATIONS - April 23, 2015
 DP9926_ROD/PIPE-DEPTH: 13.1 meters
 DP9926
 DP9926  HISTORY     - Date     Condition        Report By
 DP9926  HISTORY     - 20150423 MONUMENTED       MNDT
 DP9926
 DP9926                          STATION DESCRIPTION
 DP9926
 DP9926'DESCRIBED BY MN DEPT OF TRANSP 2015
 DP9926'THE STATION IS LOCATED ABOUT 6.5 MI (10.5 KM) WEST-SOUTHWEST OF SAINT
 DP9926'PAUL, 6.2 MI (10.0 KM) SOUTH-SOUTHEAST OF MINNEAPOLIS AND 5.9 MI (9.5
 DP9926'KM) NORTHEAST OF BLOOMINGTON.
 DP9926'
 DP9926'TO REACH THE MARK GO 0.5 MI (0.8 KM) WEST ALONG TRUNK HIGHWAY 62 FROM
 DP9926'THE JUNCTION OF TRUNK HIGHWAY 62 AND TRUNK HIGHWAY 55 IN SAINT PAUL,
 DP9926'AT TRUNK HIGHWAY 62 MILE POINT 115.5.
 DP9926'
 DP9926'THE MARK IS LOCATED 36.3 FT (11.1 M) NORTH OF WESTBOUND TRUNK HIGHWAY
 DP9926'62 FOG LINE, 43.5 FT (13.3 M) EAST-NORTHEAST OF LIGHT POLE NUMBER R4A
 DP9926'24, 5.5 FT (1.7 M) SOUTH OF RIGHT-OF-WAY FENCE, 5.0 FT (1.5 M) SOUTH
 DP9926'OF A WITNESS POST.
 DP9926'
 DP9926'NOTE - THE STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM
 DP9926'ROD DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION REMOVABLE
 DP9926'DISK SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH
 DP9926'PVC PIPE BACK FILLED WITH WASHED SAND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DP9927 ***********************************************************************
 DP9927  DESIGNATION -  2775 B
 DP9927  PID         -  DP9927
 DP9927  STATE/COUNTY-  MN/HENNEPIN
 DP9927  COUNTRY     -  US
 DP9927  USGS QUAD   -  SAINT PAUL WEST (2019)
 DP9927
 DP9927                         *CURRENT SURVEY CONTROL
 DP9927  ______________________________________________________________________
 DP9927* NAD 83(2011) POSITION- 44 53 51.52776(N) 093 13 38.25483(W)   ADJUSTED
 DP9927* NAD 83(2011) ELLIP HT-   222.910 (meters)        (06/08/16)   ADJUSTED
 DP9927* NAD 83(2011) EPOCH   -  2010.00
 DP9927* NAVD 88 ORTHO HEIGHT -   250.108 (meters)      820.56  (feet) ADJUSTED
 DP9927  ______________________________________________________________________
 DP9927  GEOID HEIGHT    -        -27.209 (meters)                     GEOID18
 DP9927  NAD 83(2011) X  -   -254,788.591 (meters)                     COMP
 DP9927  NAD 83(2011) Y  - -4,518,607.037 (meters)                     COMP
 DP9927  NAD 83(2011) Z  -  4,479,455.502 (meters)                     COMP
 DP9927  LAPLACE CORR    -         -4.50  (seconds)                    DEFLEC18
 DP9927  DYNAMIC HEIGHT  -        250.100 (meters)      820.54  (feet) COMP
 DP9927  MODELED GRAVITY -    980,579.1   (mgal)                       NAVD 88
 DP9927
 DP9927  VERT ORDER      -  SECOND    CLASS I
 DP9927
 DP9927  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DP9927  Standards:
 DP9927         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DP9927            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DP9927  -------------------------------------------------------------------
 DP9927  NETWORK    1.04   1.39           0.47   0.37   0.71      0.10036343
 DP9927  -------------------------------------------------------------------
 DP9927  Click here for local accuracies and other accuracy information.
 DP9927
 DP9927.The horizontal coordinates were established by GPS observations
 DP9927.and adjusted by the MN DEPT OF TRANSP in June 2016.
 DP9927
 DP9927.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DP9927.been affixed to the stable North American tectonic plate. See 
 DP9927.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DP9927
 DP9927.The horizontal coordinates are valid at the epoch date displayed above
 DP9927.which is a decimal equivalence of Year/Month/Day.
 DP9927
 DP9927.The orthometric height was determined by differential leveling and
 DP9927.adjusted by the NATIONAL GEODETIC SURVEY
 DP9927.in September 2016.
 DP9927
 DP9927.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP9927.GEOID18 height accuracy estimate available here.
 DP9927
 DP9927.Click photographs - Photos may exist for this station.
 DP9927
 DP9927.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DP9927
 DP9927.The Laplace correction was computed from DEFLEC18 derived deflections.
 DP9927
 DP9927.The ellipsoidal height was determined by GPS observations
 DP9927.and is referenced to NAD 83.
 DP9927
 DP9927.The dynamic height is computed by dividing the NAVD 88
 DP9927.geopotential number by the normal gravity value computed on the
 DP9927.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP9927.degrees latitude (g = 980.6199 gals.).
 DP9927
 DP9927.The modeled gravity was interpolated from observed gravity values.
 DP9927
 DP9927. The following values were computed from the NAD 83(2011) position.
 DP9927
 DP9927;                    North         East     Units Scale Factor Converg.
 DP9927;SPC MN S     -   311,141.157   861,029.665   MT  0.99994591   +0 32 29.8
 DP9927;SPC MN S     - 1,020,802.28  2,824,894.83   sFT  0.99994591   +0 32 29.8
 DP9927;UTM  15      - 4,971,605.462   482,053.968   MT  0.99960396   -0 09 37.6
 DP9927
 DP9927!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DP9927!SPC MN S     -   0.99996505  x   0.99994591  =   0.99991096
 DP9927!UTM  15      -   0.99996505  x   0.99960396  =   0.99956903
 DP9927
 DP9927_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK8205371605(NAD 83)
 DP9927
 DP9927                          SUPERSEDED SURVEY CONTROL
 DP9927
 DP9927.No superseded survey control is available for this station.
 DP9927
 DP9927_MARKER: F = FLANGE-ENCASED ROD
 DP9927_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DP9927_STAMPING: 2775 B 2015
 DP9927_MARK LOGO: MNDT
 DP9927_PROJECTION: RECESSED 3 CENTIMETERS
 DP9927_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DP9927_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DP9927_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP9927+SATELLITE: SATELLITE OBSERVATIONS - October 24, 2018
 DP9927_ROD/PIPE-DEPTH: 21.0 meters
 DP9927
 DP9927  HISTORY     - Date     Condition        Report By
 DP9927  HISTORY     - 20150423 MONUMENTED       MNDT
 DP9927  HISTORY     - 20181024 GOOD             MNDT
 DP9927
 DP9927                          STATION DESCRIPTION
 DP9927
 DP9927'DESCRIBED BY MN DEPT OF TRANSP 2015
 DP9927'THE STATION IS LOCATED ABOUT 7.3 MI (11.7 KM) WEST-SOUTHWEST OF SAINT
 DP9927'PAUL, 6.0 MI (9.7 KM) SOUTH-SOUTHEAST OF MINNEAPOLIS AND 5.2 MI (8.4
 DP9927'KM) NORTHEAST OF BLOOMINGTON.
 DP9927'
 DP9927'TO REACH THE MARK GO 1.35 MI (2.2 KM) WEST ALONG TRUNK HIGHWAY 62 FROM
 DP9927'THE JUNCTION OF TRUNK HIGHWAY 62 AND TRUNK HIGHWAY 55 IN SAINT PAUL,
 DP9927'AT TRUNK HIGHWAY 62 MILE POINT 114.65.
 DP9927'
 DP9927'THE MARK IS LOCATED 43.0 FT (13.1 M) NORTH OF WESTBOUND TRUNK HIGHWAY
 DP9927'62 FOG LINE, 1.5 FT (0.5 M) SOUTH OF A WITNESS POST.
 DP9927'
 DP9927'NOTE - THE STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM
 DP9927'ROD DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION REMOVABLE
 DP9927'DISK SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH
 DP9927'PVC PIPE BACK FILLED WITH WASHED SAND.
 DP9927
 DP9927                          STATION RECOVERY (2018)
 DP9927
 DP9927'RECOVERY NOTE BY MN DEPT OF TRANSP 2018 (DDS)
 DP9927'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DP9929 ***********************************************************************
 DP9929  DESIGNATION -  2775 C
 DP9929  PID         -  DP9929
 DP9929  STATE/COUNTY-  MN/HENNEPIN
 DP9929  COUNTRY     -  US
 DP9929  USGS QUAD   -  MINNEAPOLIS SOUTH (2019)
 DP9929
 DP9929                         *CURRENT SURVEY CONTROL
 DP9929  ______________________________________________________________________
 DP9929* NAD 83(2011) POSITION- 44 53 27.24754(N) 093 16 00.69985(W)   ADJUSTED
 DP9929* NAD 83(2011) ELLIP HT-   225.892 (meters)        (07/28/20)   ADJUSTED
 DP9929* NAD 83(2011) EPOCH   -  2010.00
 DP9929* NAVD 88 ORTHO HEIGHT -   253.016 (meters)      830.10  (feet) ADJUSTED
 DP9929  ______________________________________________________________________
 DP9929  GEOID HEIGHT    -        -27.145 (meters)                     GEOID18
 DP9929  NAD 83(2011) X  -   -257,939.316 (meters)                     COMP
 DP9929  NAD 83(2011) Y  - -4,518,960.280 (meters)                     COMP
 DP9929  NAD 83(2011) Z  -  4,478,926.624 (meters)                     COMP
 DP9929  LAPLACE CORR    -         -4.27  (seconds)                    DEFLEC18
 DP9929  DYNAMIC HEIGHT  -        253.009 (meters)      830.08  (feet) COMP
 DP9929  MODELED GRAVITY -    980,579.2   (mgal)                       NAVD 88
 DP9929
 DP9929  VERT ORDER      -  SECOND    CLASS I
 DP9929
 DP9929  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DP9929  Standards:
 DP9929         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DP9929            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DP9929  -------------------------------------------------------------------
 DP9929  NETWORK    0.77   1.35           0.35   0.26   0.69     -0.17482921
 DP9929  -------------------------------------------------------------------
 DP9929  Click here for local accuracies and other accuracy information.
 DP9929
 DP9929.The horizontal coordinates were established by GPS observations
 DP9929.and adjusted by the MN DEPT OF TRANSP in July 2020.
 DP9929
 DP9929.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DP9929.been affixed to the stable North American tectonic plate. See 
 DP9929.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DP9929
 DP9929.The horizontal coordinates are valid at the epoch date displayed above
 DP9929.which is a decimal equivalence of Year/Month/Day.
 DP9929
 DP9929.The orthometric height was determined by differential leveling and
 DP9929.adjusted by the NATIONAL GEODETIC SURVEY
 DP9929.in September 2016.
 DP9929
 DP9929.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP9929.GEOID18 height accuracy estimate available here.
 DP9929
 DP9929.Click photographs - Photos may exist for this station.
 DP9929
 DP9929.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DP9929
 DP9929.The Laplace correction was computed from DEFLEC18 derived deflections.
 DP9929
 DP9929.The ellipsoidal height was determined by GPS observations
 DP9929.and is referenced to NAD 83.
 DP9929
 DP9929.The dynamic height is computed by dividing the NAVD 88
 DP9929.geopotential number by the normal gravity value computed on the
 DP9929.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP9929.degrees latitude (g = 980.6199 gals.).
 DP9929
 DP9929.The modeled gravity was interpolated from observed gravity values.
 DP9929
 DP9929. The following values were computed from the NAD 83(2011) position.
 DP9929
 DP9929;                    North         East     Units Scale Factor Converg.
 DP9929;SPC MN S     -   310,362.928   857,911.322   MT  0.99994511   +0 30 50.0
 DP9929;SPC MN S     - 1,018,249.04  2,814,664.06   sFT  0.99994511   +0 30 50.0
 DP9929;UTM  15      - 4,970,865.756   478,927.389   MT  0.99960546   -0 11 18.0
 DP9929
 DP9929!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DP9929!SPC MN S     -   0.99996458  x   0.99994511  =   0.99990970
 DP9929!UTM  15      -   0.99996458  x   0.99960546  =   0.99957006
 DP9929
 DP9929_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK7892770865(NAD 83)
 DP9929
 DP9929                          SUPERSEDED SURVEY CONTROL
 DP9929
 DP9929.No superseded survey control is available for this station.
 DP9929
 DP9929_MARKER: F = FLANGE-ENCASED ROD
 DP9929_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DP9929_STAMPING: 2775 C 2015
 DP9929_MARK LOGO: MNDT
 DP9929_PROJECTION: RECESSED 5 CENTIMETERS
 DP9929_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DP9929_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DP9929_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP9929+SATELLITE: SATELLITE OBSERVATIONS - August 23, 2018
 DP9929_ROD/PIPE-DEPTH: 4.3 meters
 DP9929
 DP9929  HISTORY     - Date     Condition        Report By
 DP9929  HISTORY     - 20150423 MONUMENTED       MNDT
 DP9929  HISTORY     - 20180405 GOOD             MNDT
 DP9929  HISTORY     - 20180823 GOOD             MNDT
 DP9929
 DP9929                          STATION DESCRIPTION
 DP9929
 DP9929'DESCRIBED BY MN DEPT OF TRANSP 2015
 DP9929'THE STATION IS LOCATED ABOUT 9.3 MI (15.0 KM) WEST-SOUTHWEST OF SAINT
 DP9929'PAUL, 6.2 MI (10.0 KM) SOUTH OF MINNEAPOLIS AND 3.8 MI (6.1 KM)
 DP9929'NORTH-NORTHEAST OF BLOOMINGTON.
 DP9929'
 DP9929'TO REACH THE MARK GO 1.1 MI (1.8 KM) WEST ALONG TRUNK HIGHWAY 62 FROM
 DP9929'THE JUNCTION OF TRUNK HIGHWAY 62 AND TRUNK HIGHWAY 77 IN MINNEAPOLIS,
 DP9929'AT TRUNK HIGHWAY 62 MILE POINT 112.55.
 DP9929'
 DP9929'THE MARK IS LOCATED 21.0 FT (6.4 M) NORTH OF WESTBOUND TRUNK HIGHWAY
 DP9929'62 BACK OF CURB, 25.8 FT (7.9 M) SOUTH OF EXIT RAMP FROM WESTBOUND
 DP9929'TRUNK HIGHWAY 62 TO PORTLAND AVENUE BACK OF CURB, 1.5 FT (0.5 M) SOUTH
 DP9929'OF A WITNESS POST.
 DP9929'
 DP9929'NOTE - THE STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM
 DP9929'ROD DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION REMOVABLE
 DP9929'DISK SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH
 DP9929'PVC PIPE BACK FILLED WITH WASHED SAND.
 DP9929
 DP9929                          STATION RECOVERY (2018)
 DP9929
 DP9929'RECOVERY NOTE BY MN DEPT OF TRANSP 2018 (MPG)
 DP9929'RECOVERED AS DESCRIBED.
 DP9929
 DP9929                          STATION RECOVERY (2018)
 DP9929
 DP9929'RECOVERY NOTE BY MN DEPT OF TRANSP 2018 (MXJ)
 DP9929'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DP9931 ***********************************************************************
 DP9931  DESIGNATION -  2775 D
 DP9931  PID         -  DP9931
 DP9931  STATE/COUNTY-  MN/HENNEPIN
 DP9931  COUNTRY     -  US
 DP9931  USGS QUAD   -  MINNEAPOLIS SOUTH (2019)
 DP9931
 DP9931                         *CURRENT SURVEY CONTROL
 DP9931  ______________________________________________________________________
 DP9931* NAD 83(2011) POSITION- 44 53 27.32704(N) 093 16 26.03332(W)   ADJUSTED
 DP9931* NAD 83(2011) ELLIP HT-   230.332 (meters)        (06/08/16)   ADJUSTED
 DP9931* NAD 83(2011) EPOCH   -  2010.00
 DP9931* NAVD 88 ORTHO HEIGHT -   257.459 (meters)      844.68  (feet) ADJUSTED
 DP9931  ______________________________________________________________________
 DP9931  GEOID HEIGHT    -        -27.133 (meters)                     GEOID18
 DP9931  NAD 83(2011) X  -   -258,494.414 (meters)                     COMP
 DP9931  NAD 83(2011) Y  - -4,518,929.977 (meters)                     COMP
 DP9931  NAD 83(2011) Z  -  4,478,931.496 (meters)                     COMP
 DP9931  LAPLACE CORR    -         -4.20  (seconds)                    DEFLEC18
 DP9931  DYNAMIC HEIGHT  -        257.451 (meters)      844.65  (feet) COMP
 DP9931  MODELED GRAVITY -    980,579.4   (mgal)                       NAVD 88
 DP9931
 DP9931  VERT ORDER      -  SECOND    CLASS I
 DP9931
 DP9931  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DP9931  Standards:
 DP9931         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DP9931            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DP9931  -------------------------------------------------------------------
 DP9931  NETWORK    0.53   0.90           0.24   0.18   0.46     -0.10890943
 DP9931  -------------------------------------------------------------------
 DP9931  Click here for local accuracies and other accuracy information.
 DP9931
 DP9931.The horizontal coordinates were established by GPS observations
 DP9931.and adjusted by the MN DEPT OF TRANSP in June 2016.
 DP9931
 DP9931.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DP9931.been affixed to the stable North American tectonic plate. See 
 DP9931.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DP9931
 DP9931.The horizontal coordinates are valid at the epoch date displayed above
 DP9931.which is a decimal equivalence of Year/Month/Day.
 DP9931
 DP9931.The orthometric height was determined by differential leveling and
 DP9931.adjusted by the NATIONAL GEODETIC SURVEY
 DP9931.in September 2016.
 DP9931
 DP9931.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP9931.GEOID18 height accuracy estimate available here.
 DP9931
 DP9931.Click photographs - Photos may exist for this station.
 DP9931
 DP9931.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DP9931
 DP9931.The Laplace correction was computed from DEFLEC18 derived deflections.
 DP9931
 DP9931.The ellipsoidal height was determined by GPS observations
 DP9931.and is referenced to NAD 83.
 DP9931
 DP9931.The dynamic height is computed by dividing the NAVD 88
 DP9931.geopotential number by the normal gravity value computed on the
 DP9931.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP9931.degrees latitude (g = 980.6199 gals.).
 DP9931
 DP9931.The modeled gravity was interpolated from observed gravity values.
 DP9931
 DP9931. The following values were computed from the NAD 83(2011) position.
 DP9931
 DP9931;                    North         East     Units Scale Factor Converg.
 DP9931;SPC MN S     -   310,360.420   857,355.450   MT  0.99994511   +0 30 32.2
 DP9931;SPC MN S     - 1,018,240.81  2,812,840.34   sFT  0.99994511   +0 30 32.2
 DP9931;UTM  15      - 4,970,870.060   478,371.717   MT  0.99960575   -0 11 35.9
 DP9931
 DP9931!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DP9931!SPC MN S     -   0.99996389  x   0.99994511  =   0.99990900
 DP9931!UTM  15      -   0.99996389  x   0.99960575  =   0.99956965
 DP9931
 DP9931_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK7837170870(NAD 83)
 DP9931
 DP9931                          SUPERSEDED SURVEY CONTROL
 DP9931
 DP9931.No superseded survey control is available for this station.
 DP9931
 DP9931_MARKER: I = METAL ROD
 DP9931_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DP9931_STAMPING: 2775 D 2015
 DP9931_MARK LOGO: MNDT
 DP9931_PROJECTION: RECESSED 5 CENTIMETERS
 DP9931_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DP9931_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DP9931_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP9931+SATELLITE: SATELLITE OBSERVATIONS - August 23, 2018
 DP9931_ROD/PIPE-DEPTH: 19.5 meters
 DP9931
 DP9931  HISTORY     - Date     Condition        Report By
 DP9931  HISTORY     - 20150428 MONUMENTED       MNDT
 DP9931  HISTORY     - 20171019 GOOD             MNDT
 DP9931  HISTORY     - 20180823 GOOD             MNDT
 DP9931
 DP9931                          STATION DESCRIPTION
 DP9931
 DP9931'DESCRIBED BY MN DEPT OF TRANSP 2015
 DP9931'THE STATION IS LOCATED ABOUT 9.5 MI (15.3 KM) EAST-SOUTHEAST OF
 DP9931'HOPKINS, 6.2 MI (10.0 KM) SOUTH OF MINNEAPOLIS AND 3.7 MI (6.0 KM)
 DP9931'NORTH-NORTHEAST OF BLOOMINGTON.
 DP9931'
 DP9931'TO REACH THE MARK GO 1.45 MI (2.3 KM) WEST ALONG TRUNK HIGHWAY 62 FROM
 DP9931'THE JUNCTION OF TRUNK HIGHWAY 62 AND TRUNK HIGHWAY 77 IN MINNEAPOLIS,
 DP9931'(NEAR THE JUNCTION OF TRUNK HIGHWAY 62 AND INTERSTATE HIGHWAY 35W
 DP9931'NORTH), AT TRUNK HIGHWAY 62 MILE POINT 112.2.
 DP9931'
 DP9931'THE MARK IS LOCATED 39.6 FT (12.1 M) NORTH OF WESTBOUND TRUNK HIGHWAY
 DP9931'62 FOG LINE, 31.1 FT (9.5 M) SOUTHWEST OF RAMP FROM WESTBOUND TRUNK
 DP9931'HIGHWAY 62 TO NORTHBOUND INTERSTATE 35W FOG LINE, 1.5 FT (0.5 M) SOUTH
 DP9931'OF A WITNESS POST.
 DP9931'
 DP9931'NOTE - THE STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM
 DP9931'ROD DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION REMOVABLE
 DP9931'DISK SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH
 DP9931'PVC PIPE BACK FILLED WITH WASHED SAND.
 DP9931
 DP9931                          STATION RECOVERY (2017)
 DP9931
 DP9931'RECOVERY NOTE BY MN DEPT OF TRANSP 2017 (MPP)
 DP9931'RECOVERED AS DESCRIBED.
 DP9931'
 DP9931'NOTE-THE STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM ROD
 DP9931'DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION REMOVABLE DISK
 DP9931'SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH PVC
 DP9931'PIPE BACK FILLED WITH WASHED SAND.
 DP9931
 DP9931                          STATION RECOVERY (2018)
 DP9931
 DP9931'RECOVERY NOTE BY MN DEPT OF TRANSP 2018 (MXJ)
 DP9931'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DP2359 ***********************************************************************
 DP2359  DESIGNATION -  2776 AC
 DP2359  PID         -  DP2359
 DP2359  STATE/COUNTY-  MN/HENNEPIN
 DP2359  COUNTRY     -  US
 DP2359  USGS QUAD   -  EDEN PRAIRIE (2019)
 DP2359
 DP2359                         *CURRENT SURVEY CONTROL
 DP2359  ______________________________________________________________________
 DP2359* NAD 83(2011) POSITION- 44 51 07.04692(N) 093 23 51.11016(W)   ADJUSTED
 DP2359* NAD 83(2011) ELLIP HT-   233.619 (meters)        (04/16/14)   ADJUSTED
 DP2359* NAD 83(2011) EPOCH   -  2010.00
 DP2359* NAVD 88 ORTHO HEIGHT -   260.590 (meters)      854.95  (feet) ADJUSTED
 DP2359  ______________________________________________________________________
 DP2359  GEOID HEIGHT    -        -26.959 (meters)                     GEOID18
 DP2359  NAD 83(2011) X  -   -268,425.924 (meters)                     COMP
 DP2359  NAD 83(2011) Y  - -4,521,413.882 (meters)                     COMP
 DP2359  NAD 83(2011) Z  -  4,475,864.828 (meters)                     COMP
 DP2359  LAPLACE CORR    -         -3.47  (seconds)                    DEFLEC18
 DP2359  DYNAMIC HEIGHT  -        260.583 (meters)      854.93  (feet) COMP
 DP2359  MODELED GRAVITY -    980,582.1   (mgal)                       NAVD 88
 DP2359
 DP2359  VERT ORDER      -  SECOND    CLASS I
 DP2359
 DP2359  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DP2359  Standards:
 DP2359         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DP2359            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DP2359  -------------------------------------------------------------------
 DP2359  NETWORK    0.60   0.80           0.27   0.21   0.41     -0.05285963
 DP2359  -------------------------------------------------------------------
 DP2359  Click here for local accuracies and other accuracy information.
 DP2359
 DP2359.The horizontal coordinates were established by GPS observations
 DP2359.and adjusted by the MN DEPT OF TRANSP in April 2014.
 DP2359
 DP2359.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DP2359.been affixed to the stable North American tectonic plate. See 
 DP2359.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DP2359
 DP2359.The horizontal coordinates are valid at the epoch date displayed above
 DP2359.which is a decimal equivalence of Year/Month/Day.
 DP2359
 DP2359.The orthometric height was determined by differential leveling and
 DP2359.adjusted by the NATIONAL GEODETIC SURVEY
 DP2359.in September 2016.
 DP2359
 DP2359.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP2359.GEOID18 height accuracy estimate available here.
 DP2359
 DP2359.Click photographs - Photos may exist for this station.
 DP2359
 DP2359.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DP2359
 DP2359.The Laplace correction was computed from DEFLEC18 derived deflections.
 DP2359
 DP2359.The ellipsoidal height was determined by GPS observations
 DP2359.and is referenced to NAD 83.
 DP2359
 DP2359.The dynamic height is computed by dividing the NAVD 88
 DP2359.geopotential number by the normal gravity value computed on the
 DP2359.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP2359.degrees latitude (g = 980.6199 gals.).
 DP2359
 DP2359.The modeled gravity was interpolated from observed gravity values.
 DP2359
 DP2359. The following values were computed from the NAD 83(2011) position.
 DP2359
 DP2359;                    North         East     Units Scale Factor Converg.
 DP2359;SPC MN S     -   305,951.081   847,621.718   MT  0.99994072   +0 25 20.2
 DP2359;SPC MN S     - 1,003,774.50  2,780,905.59   sFT  0.99994072   +0 25 20.2
 DP2359;UTM  15      - 4,966,581.822   468,587.928   MT  0.99961213   -0 16 49.3
 DP2359
 DP2359!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DP2359!SPC MN S     -   0.99996337  x   0.99994072  =   0.99990409
 DP2359!UTM  15      -   0.99996337  x   0.99961213  =   0.99957552
 DP2359
 DP2359:                Primary Azimuth Mark                     Grid Az
 DP2359:SPC MN S     -  2776 AD                                  186 00 06.9
 DP2359:UTM  15      -  2776 AD                                  186 42 16.4
 DP2359
 DP2359_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK6858766581(NAD 83)
 DP2359
 DP2359|---------------------------------------------------------------------|
 DP2359| PID    Reference Object                     Distance      Geod. Az  |
 DP2359|                                                           dddmmss.s |
 DP2359| DP2360 2776 AD                             APPROX. 1.0 KM 1862527.1 |
 DP2359|---------------------------------------------------------------------|
 DP2359
 DP2359                          SUPERSEDED SURVEY CONTROL
 DP2359
 DP2359.No superseded survey control is available for this station.
 DP2359
 DP2359_MARKER: F = FLANGE-ENCASED ROD
 DP2359_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DP2359_STAMPING: 2776 AC 2013
 DP2359_MARK LOGO: MNDT
 DP2359_PROJECTION: RECESSED 10 CENTIMETERS
 DP2359_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DP2359_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DP2359_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP2359+SATELLITE: SATELLITE OBSERVATIONS - October 03, 2013
 DP2359_ROD/PIPE-DEPTH: 9.1 meters
 DP2359
 DP2359  HISTORY     - Date     Condition        Report By
 DP2359  HISTORY     - 20131003 MONUMENTED       MNDT
 DP2359  HISTORY     - 20131003 GOOD             MNDT
 DP2359
 DP2359                          STATION DESCRIPTION
 DP2359
 DP2359'DESCRIBED BY MN DEPT OF TRANSP 2013
 DP2359'IN BLOOMINGTON, 0.55 MILE SOUTH ALONG SOUTHBOUND TRUNK HIGHWAY 169
 DP2359'FROM THE JUNCTION OF TRUNK HIGHWAY 169 AND INTERSTATE 494 IN
 DP2359'BLOOMINGTON, AT TRUNK HIGHWAY 169 MILEPOST 121.70, 31.8 FEET NORTHWEST
 DP2359'OF SOUTHBOUND TRUNK HIGHWAY 169 FOG LINE, 139.3 FEET NORTHEAST OF
 DP2359'LIGHT POLE NUMBER R5L6, 1.5 FEET EAST OF WITNESS POST.
 DP2359
 DP2359                          STATION RECOVERY (2013)
 DP2359
 DP2359'RECOVERY NOTE BY MN DEPT OF TRANSP 2013 (MPP)
 DP2359'RECOVERED IN GOOD CONDITION.
 DP2359'
 DP2359'NOTE - THE STATION MARK CONSISTS OF A 3/4 INCH (19 MM) DIAMETER
 DP2359'ALUMINUM ROD DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL MARK
 DP2359'REMOVABLE DISK SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY
 DP2359'A SIX-INCH PVC PIPE BACKFILLED WITH WASHED SAND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DP2360 ***********************************************************************
 DP2360  DESIGNATION -  2776 AD
 DP2360  PID         -  DP2360
 DP2360  STATE/COUNTY-  MN/HENNEPIN
 DP2360  COUNTRY     -  US
 DP2360  USGS QUAD   -  EDEN PRAIRIE (2019)
 DP2360
 DP2360                         *CURRENT SURVEY CONTROL
 DP2360  ______________________________________________________________________
 DP2360* NAD 83(2011) POSITION- 44 50 35.17251(N) 093 23 56.15473(W)   ADJUSTED
 DP2360* NAD 83(2011) ELLIP HT-   233.781 (meters)        (04/16/14)   ADJUSTED
 DP2360* NAD 83(2011) EPOCH   -  2010.00
 DP2360* NAVD 88 ORTHO HEIGHT -   260.752 (meters)      855.48  (feet) ADJUSTED
 DP2360  ______________________________________________________________________
 DP2360  GEOID HEIGHT    -        -26.962 (meters)                     GEOID18
 DP2360  NAD 83(2011) X  -   -268,577.651 (meters)                     COMP
 DP2360  NAD 83(2011) Y  - -4,522,100.128 (meters)                     COMP
 DP2360  NAD 83(2011) Z  -  4,475,167.320 (meters)                     COMP
 DP2360  LAPLACE CORR    -         -3.54  (seconds)                    DEFLEC18
 DP2360  DYNAMIC HEIGHT  -        260.745 (meters)      855.46  (feet) COMP
 DP2360  MODELED GRAVITY -    980,583.2   (mgal)                       NAVD 88
 DP2360
 DP2360  VERT ORDER      -  SECOND    CLASS I
 DP2360
 DP2360  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DP2360  Standards:
 DP2360         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DP2360            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DP2360  -------------------------------------------------------------------
 DP2360  NETWORK    0.79   0.98           0.36   0.27   0.50     -0.07713287
 DP2360  -------------------------------------------------------------------
 DP2360  Click here for local accuracies and other accuracy information.
 DP2360
 DP2360.The horizontal coordinates were established by GPS observations
 DP2360.and adjusted by the MN DEPT OF TRANSP in April 2014.
 DP2360
 DP2360.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DP2360.been affixed to the stable North American tectonic plate. See 
 DP2360.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DP2360
 DP2360.The horizontal coordinates are valid at the epoch date displayed above
 DP2360.which is a decimal equivalence of Year/Month/Day.
 DP2360
 DP2360.The orthometric height was determined by differential leveling and
 DP2360.adjusted by the NATIONAL GEODETIC SURVEY
 DP2360.in September 2016.
 DP2360
 DP2360.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP2360.GEOID18 height accuracy estimate available here.
 DP2360
 DP2360.Click photographs - Photos may exist for this station.
 DP2360
 DP2360.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DP2360
 DP2360.The Laplace correction was computed from DEFLEC18 derived deflections.
 DP2360
 DP2360.The ellipsoidal height was determined by GPS observations
 DP2360.and is referenced to NAD 83.
 DP2360
 DP2360.The dynamic height is computed by dividing the NAVD 88
 DP2360.geopotential number by the normal gravity value computed on the
 DP2360.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP2360.degrees latitude (g = 980.6199 gals.).
 DP2360
 DP2360.The modeled gravity was interpolated from observed gravity values.
 DP2360
 DP2360. The following values were computed from the NAD 83(2011) position.
 DP2360
 DP2360;                    North         East     Units Scale Factor Converg.
 DP2360;SPC MN S     -   304,966.417   847,518.193   MT  0.99993979   +0 25 16.7
 DP2360;SPC MN S     - 1,000,543.99  2,780,565.94   sFT  0.99993979   +0 25 16.7
 DP2360;UTM  15      - 4,965,598.824   468,472.373   MT  0.99961222   -0 16 52.7
 DP2360
 DP2360!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DP2360!SPC MN S     -   0.99996335  x   0.99993979  =   0.99990314
 DP2360!UTM  15      -   0.99996335  x   0.99961222  =   0.99957558
 DP2360
 DP2360:                Primary Azimuth Mark                     Grid Az
 DP2360:SPC MN S     -  2776 B RESET                             174 41 05.3
 DP2360:UTM  15      -  2776 B RESET                             175 23 14.7
 DP2360
 DP2360_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK6847265598(NAD 83)
 DP2360
 DP2360|---------------------------------------------------------------------|
 DP2360| PID    Reference Object                     Distance      Geod. Az  |
 DP2360|                                                           dddmmss.s |
 DP2360| DP2362 2776 B RESET                        APPROX. 0.9 KM 1750622.0 |
 DP2360|---------------------------------------------------------------------|
 DP2360
 DP2360                          SUPERSEDED SURVEY CONTROL
 DP2360
 DP2360.No superseded survey control is available for this station.
 DP2360
 DP2360_MARKER: F = FLANGE-ENCASED ROD
 DP2360_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DP2360_STAMPING: 2776 AD 2013
 DP2360_MARK LOGO: MNDT
 DP2360_PROJECTION: FLUSH
 DP2360_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DP2360_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DP2360_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP2360+SATELLITE: SATELLITE OBSERVATIONS - October 03, 2013
 DP2360_ROD/PIPE-DEPTH: 7.0 meters
 DP2360
 DP2360  HISTORY     - Date     Condition        Report By
 DP2360  HISTORY     - 20131003 MONUMENTED       MNDT
 DP2360  HISTORY     - 20131003 GOOD             MNDT
 DP2360
 DP2360                          STATION DESCRIPTION
 DP2360
 DP2360'DESCRIBED BY MN DEPT OF TRANSP 2013
 DP2360'IN EDEN PRAIRIE, 1.20 MILES ALONG SOUTHBOUND TRUNK HIGHWAY 169 FROM
 DP2360'THE JUNCTION OF TRUNK HIGHWAY 169 AND INTERSTATE 494 IN BLOOMINGTON,
 DP2360'AT TRUNK HIGHWAY 169 MILEPOST 120.70, 14.3 FEET WEST OF SOUTHBOUND
 DP2360'TRUNK HIGHWAY 169 FOG LINE, 7.6 FEET EAST OF CHAIN LINK FENCE, 76.5
 DP2360'FEET SOUTH OF LIGHT POLE NUMBER R5H2, 1.5 FEET SOUTH OF WITNESS POST.
 DP2360
 DP2360                          STATION RECOVERY (2013)
 DP2360
 DP2360'RECOVERY NOTE BY MN DEPT OF TRANSP 2013 (MPP)
 DP2360'RECOVERED IN GOOD CONDITION.
 DP2360'
 DP2360'NOTE - THE STATION MARK CONSISTS OF A 3/4 INCH (19 MM) DIAMETER
 DP2360'ALUMINUM ROD DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL MARK
 DP2360'REMOVABLE DISK SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY
 DP2360'A SIX-INCH PVC PIPE BACKFILLED WITH WASHED SAND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DP2361 ***********************************************************************
 DP2361  DESIGNATION -  2776 AE
 DP2361  PID         -  DP2361
 DP2361  STATE/COUNTY-  MN/HENNEPIN
 DP2361  COUNTRY     -  US
 DP2361  USGS QUAD   -  EDEN PRAIRIE (2019)
 DP2361
 DP2361                         *CURRENT SURVEY CONTROL
 DP2361  ______________________________________________________________________
 DP2361* NAD 83(2011) POSITION- 44 49 08.76773(N) 093 23 57.94358(W)   ADJUSTED
 DP2361* NAD 83(2011) ELLIP HT-   227.045 (meters)        (04/16/14)   ADJUSTED
 DP2361* NAD 83(2011) EPOCH   -  2010.00
 DP2361* NAVD 88 ORTHO HEIGHT -   254.028 (meters)      833.42  (feet) ADJUSTED
 DP2361  ______________________________________________________________________
 DP2361  GEOID HEIGHT    -        -26.978 (meters)                     GEOID18
 DP2361  NAD 83(2011) X  -   -268,728.094 (meters)                     COMP
 DP2361  NAD 83(2011) Y  - -4,523,970.238 (meters)                     COMP
 DP2361  NAD 83(2011) Z  -  4,473,270.934 (meters)                     COMP
 DP2361  LAPLACE CORR    -         -3.48  (seconds)                    DEFLEC18
 DP2361  DYNAMIC HEIGHT  -        254.022 (meters)      833.40  (feet) COMP
 DP2361  MODELED GRAVITY -    980,583.4   (mgal)                       NAVD 88
 DP2361
 DP2361  VERT ORDER      -  SECOND    CLASS I
 DP2361
 DP2361  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DP2361  Standards:
 DP2361         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DP2361            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DP2361  -------------------------------------------------------------------
 DP2361  NETWORK    0.83   1.00           0.38   0.28   0.51     -0.06580649
 DP2361  -------------------------------------------------------------------
 DP2361  Click here for local accuracies and other accuracy information.
 DP2361
 DP2361.The horizontal coordinates were established by GPS observations
 DP2361.and adjusted by the MN DEPT OF TRANSP in April 2014.
 DP2361
 DP2361.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DP2361.been affixed to the stable North American tectonic plate. See 
 DP2361.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DP2361
 DP2361.The horizontal coordinates are valid at the epoch date displayed above
 DP2361.which is a decimal equivalence of Year/Month/Day.
 DP2361
 DP2361.The orthometric height was determined by differential leveling and
 DP2361.adjusted by the NATIONAL GEODETIC SURVEY
 DP2361.in September 2016.
 DP2361
 DP2361.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP2361.GEOID18 height accuracy estimate available here.
 DP2361
 DP2361.Click photographs - Photos may exist for this station.
 DP2361
 DP2361.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DP2361
 DP2361.The Laplace correction was computed from DEFLEC18 derived deflections.
 DP2361
 DP2361.The ellipsoidal height was determined by GPS observations
 DP2361.and is referenced to NAD 83.
 DP2361
 DP2361.The dynamic height is computed by dividing the NAVD 88
 DP2361.geopotential number by the normal gravity value computed on the
 DP2361.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP2361.degrees latitude (g = 980.6199 gals.).
 DP2361
 DP2361.The modeled gravity was interpolated from observed gravity values.
 DP2361
 DP2361. The following values were computed from the NAD 83(2011) position.
 DP2361
 DP2361;                    North         East     Units Scale Factor Converg.
 DP2361;SPC MN S     -   302,299.133   847,498.505   MT  0.99993738   +0 25 15.4
 DP2361;SPC MN S     -   991,793.07  2,780,501.35   sFT  0.99993738   +0 25 15.4
 DP2361;UTM  15      - 4,962,932.852   468,419.999   MT  0.99961226   -0 16 53.6
 DP2361
 DP2361!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DP2361!SPC MN S     -   0.99996440  x   0.99993738  =   0.99990179
 DP2361!UTM  15      -   0.99996440  x   0.99961226  =   0.99957668
 DP2361
 DP2361:                Primary Azimuth Mark                     Grid Az
 DP2361:SPC MN S     -  2776 B RESET                             003 24 09.4
 DP2361:UTM  15      -  2776 B RESET                             004 06 18.4
 DP2361
 DP2361_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK6841962932(NAD 83)
 DP2361
 DP2361|---------------------------------------------------------------------|
 DP2361| PID    Reference Object                     Distance      Geod. Az  |
 DP2361|                                                           dddmmss.s |
 DP2361| DP2362 2776 B RESET                        APPROX. 1.8 KM 0034924.8 |
 DP2361|---------------------------------------------------------------------|
 DP2361
 DP2361                          SUPERSEDED SURVEY CONTROL
 DP2361
 DP2361.No superseded survey control is available for this station.
 DP2361
 DP2361_MARKER: F = FLANGE-ENCASED ROD
 DP2361_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DP2361_STAMPING: 2776 AE 2013
 DP2361_MARK LOGO: MNDT
 DP2361_PROJECTION: RECESSED 5 CENTIMETERS
 DP2361_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DP2361_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DP2361_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP2361+SATELLITE: SATELLITE OBSERVATIONS - October 07, 2013
 DP2361_ROD/PIPE-DEPTH: 7.3 meters
 DP2361
 DP2361  HISTORY     - Date     Condition        Report By
 DP2361  HISTORY     - 20131007 MONUMENTED       MNDT
 DP2361  HISTORY     - 20131007 GOOD             MNDT
 DP2361
 DP2361                          STATION DESCRIPTION
 DP2361
 DP2361'DESCRIBED BY MN DEPT OF TRANSP 2013
 DP2361'IN EDEN PRAIRIE, AT JUNCTION OF SOUTHBOUND TRUNK HIGHWAY 169 AND
 DP2361'COUNTY ROAD 1 WEST IN EDEN PRAIRIE, AT TRUNK HIGHWAY 169 MILEPOST
 DP2361'118.80, 350 FEET WEST OF SOUTHBOUND TRUNK HIGHWAY 169, 33.2 FEET EAST
 DP2361'OF OFF RAMP TO COUNTY ROAD 1 WEST 37.3 FEET NORTH OF COUNTY ROAD 1
 DP2361'WESTBOUND, 7.7 FEET NORTH OF METAL FENCE, 1.5 WEST OF WITNESS POST.
 DP2361
 DP2361                          STATION RECOVERY (2013)
 DP2361
 DP2361'RECOVERY NOTE BY MN DEPT OF TRANSP 2013 (MPP)
 DP2361'RECOVERED IN GOOD CONDITION.
 DP2361'
 DP2361'NOTE - THE STATION MARK CONSISTS OF A 3/4 INCH (19 MM) DIAMETER
 DP2361'ALUMINUM ROD DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL MARK
 DP2361'REMOVABLE DISK SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY
 DP2361'A SIX-INCH PVC PIPE BACKFILLED WITH WASHED SAND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DP2362 ***********************************************************************
 DP2362  DESIGNATION -  2776 B RESET
 DP2362  PID         -  DP2362
 DP2362  STATE/COUNTY-  MN/HENNEPIN
 DP2362  COUNTRY     -  US
 DP2362  USGS QUAD   -  EDEN PRAIRIE (2019)
 DP2362
 DP2362                         *CURRENT SURVEY CONTROL
 DP2362  ______________________________________________________________________
 DP2362* NAD 83(2011) POSITION- 44 50 05.64374(N) 093 23 52.60143(W)   ADJUSTED
 DP2362* NAD 83(2011) ELLIP HT-   238.993 (meters)        (04/16/14)   ADJUSTED
 DP2362* NAD 83(2011) EPOCH   -  2010.00
 DP2362* NAVD 88 ORTHO HEIGHT -   265.971 (meters)      872.61  (feet) ADJUSTED
 DP2362  ______________________________________________________________________
 DP2362  GEOID HEIGHT    -        -26.968 (meters)                     GEOID18
 DP2362  NAD 83(2011) X  -   -268,538.065 (meters)                     COMP
 DP2362  NAD 83(2011) Y  - -4,522,750.069 (meters)                     COMP
 DP2362  NAD 83(2011) Z  -  4,474,524.617 (meters)                     COMP
 DP2362  LAPLACE CORR    -         -3.65  (seconds)                    DEFLEC18
 DP2362  DYNAMIC HEIGHT  -        265.964 (meters)      872.58  (feet) COMP
 DP2362  MODELED GRAVITY -    980,583.5   (mgal)                       NAVD 88
 DP2362
 DP2362  VERT ORDER      -  SECOND    CLASS I
 DP2362
 DP2362  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DP2362  Standards:
 DP2362         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DP2362            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DP2362  -------------------------------------------------------------------
 DP2362  NETWORK    0.79   0.94           0.36   0.27   0.48     -0.08613638
 DP2362  -------------------------------------------------------------------
 DP2362  Click here for local accuracies and other accuracy information.
 DP2362
 DP2362.The horizontal coordinates were established by GPS observations
 DP2362.and adjusted by the MN DEPT OF TRANSP in April 2014.
 DP2362
 DP2362.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DP2362.been affixed to the stable North American tectonic plate. See 
 DP2362.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DP2362
 DP2362.The horizontal coordinates are valid at the epoch date displayed above
 DP2362.which is a decimal equivalence of Year/Month/Day.
 DP2362
 DP2362.The orthometric height was determined by differential leveling and
 DP2362.adjusted by the NATIONAL GEODETIC SURVEY
 DP2362.in September 2016.
 DP2362
 DP2362.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP2362.GEOID18 height accuracy estimate available here.
 DP2362
 DP2362.Click photographs - Photos may exist for this station.
 DP2362
 DP2362.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DP2362
 DP2362.The Laplace correction was computed from DEFLEC18 derived deflections.
 DP2362
 DP2362.The ellipsoidal height was determined by GPS observations
 DP2362.and is referenced to NAD 83.
 DP2362
 DP2362.The dynamic height is computed by dividing the NAVD 88
 DP2362.geopotential number by the normal gravity value computed on the
 DP2362.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP2362.degrees latitude (g = 980.6199 gals.).
 DP2362
 DP2362.The modeled gravity was interpolated from observed gravity values.
 DP2362
 DP2362. The following values were computed from the NAD 83(2011) position.
 DP2362
 DP2362;                    North         East     Units Scale Factor Converg.
 DP2362;SPC MN S     -   304,055.546   847,602.935   MT  0.99993894   +0 25 19.2
 DP2362;SPC MN S     -   997,555.57  2,780,843.96   sFT  0.99993894   +0 25 19.2
 DP2362;UTM  15      - 4,964,687.280   468,545.916   MT  0.99961217   -0 16 50.1
 DP2362
 DP2362!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DP2362!SPC MN S     -   0.99996253  x   0.99993894  =   0.99990147
 DP2362!UTM  15      -   0.99996253  x   0.99961217  =   0.99957471
 DP2362
 DP2362:                Primary Azimuth Mark                     Grid Az
 DP2362:SPC MN S     -  2776 AE                                  183 24 09.3
 DP2362:UTM  15      -  2776 AE                                  184 06 18.6
 DP2362
 DP2362_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK6854564687(NAD 83)
 DP2362
 DP2362|---------------------------------------------------------------------|
 DP2362| PID    Reference Object                     Distance      Geod. Az  |
 DP2362|                                                           dddmmss.s |
 DP2362| DP2361 2776 AE                             APPROX. 1.8 KM 1834928.5 |
 DP2362| DP2360 2776 AD                             APPROX. 0.9 KM 3550624.5 |
 DP2362|---------------------------------------------------------------------|
 DP2362
 DP2362                          SUPERSEDED SURVEY CONTROL
 DP2362
 DP2362.No superseded survey control is available for this station.
 DP2362
 DP2362_MARKER: I = METAL ROD
 DP2362_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DP2362_STAMPING: 2776 B RESET 2013
 DP2362_MARK LOGO: MNDT
 DP2362_PROJECTION: RECESSED 5 CENTIMETERS
 DP2362_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DP2362_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DP2362_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP2362+SATELLITE: SATELLITE OBSERVATIONS - November 18, 2013
 DP2362_ROD/PIPE-DEPTH: 4.6 meters
 DP2362
 DP2362  HISTORY     - Date     Condition        Report By
 DP2362  HISTORY     - 20130804 MONUMENTED       MNDT
 DP2362  HISTORY     - 20131118 GOOD             MNDT
 DP2362
 DP2362                          STATION DESCRIPTION
 DP2362
 DP2362'DESCRIBED BY MN DEPT OF TRANSP 2013 (MPP)
 DP2362'IN BLOOMINGTON, 1.70 MILES SOUTH ALONG TRUNK HIGHWAY 169 FROM JUNCTION
 DP2362'OF TRUNK HIGHWAY AND INTERSTATE HIGHWAY 494 IN BLOOMINGTON, AT TRUNK
 DP2362'HIGHWAY 169 MILEPOINT 119.95, 250 FEET SOUTH-SOUTHEAST OF MILEPOST
 DP2362'120, 53.5 FEET EAST OF NORTHBOUND TRUNK HIGHWAY 169, 52.5 FEET
 DP2362'SOUTH-SOUTHEAST OF LIGHT POLE, 24.0 WEST OF OFF RAMP TO ANDERSON LAKE
 DP2362'PARKWAY, 0.6 FEET WEST OF WITNESS POST.
 DP2362'
 DP2362'THE STATION MARK CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM ROD
 DP2362'DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL MARK REMOVABLE DISK SET
 DP2362'ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH PVC PIPE
 DP2362'BACKFILLED WITH WASHED SAND.
 DP2362
 DP2362                          STATION RECOVERY (2013)
 DP2362
 DP2362'RECOVERY NOTE BY MN DEPT OF TRANSP 2013 (MPP)
 DP2362'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DF5316 ***********************************************************************
 DF5316  DESIGNATION -  2776 D
 DF5316  PID         -  DF5316
 DF5316  STATE/COUNTY-  MN/HENNEPIN
 DF5316  COUNTRY     -  US
 DF5316  USGS QUAD   -  EDEN PRAIRIE (2019)
 DF5316
 DF5316                         *CURRENT SURVEY CONTROL
 DF5316  ______________________________________________________________________
 DF5316* NAD 83(1986) POSITION- 44 48 28.49   (N) 093 23 53.99   (W)   HD_HELD1
 DF5316* NAVD 88 ORTHO HEIGHT -   243.937 (meters)      800.32  (feet) ADJUSTED
 DF5316  ______________________________________________________________________
 DF5316  GEOID HEIGHT    -        -26.990 (meters)                     GEOID18
 DF5316  DYNAMIC HEIGHT  -        243.930 (meters)      800.29  (feet) COMP
 DF5316  MODELED GRAVITY -    980,582.7   (mgal)                       NAVD 88
 DF5316
 DF5316  VERT ORDER      -  SECOND    CLASS II
 DF5316
 DF5316.The horizontal coordinates were determined by differentially corrected
 DF5316.hand held GPS observations or other comparable positioning techniques
 DF5316.and have an estimated accuracy of +/- 3 meters.
 DF5316
 DF5316.The orthometric height was determined by differential leveling and
 DF5316.adjusted by the NATIONAL GEODETIC SURVEY
 DF5316.in August 2004.
 DF5316
 DF5316.No vertical observational check was made to the station.
 DF5316
 DF5316.Significant digits in the geoid height do not necessarily reflect accuracy.
 DF5316.GEOID18 height accuracy estimate available here.
 DF5316
 DF5316.Click photographs - Photos may exist for this station.
 DF5316
 DF5316.The dynamic height is computed by dividing the NAVD 88
 DF5316.geopotential number by the normal gravity value computed on the
 DF5316.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DF5316.degrees latitude (g = 980.6199 gals.).
 DF5316
 DF5316.The modeled gravity was interpolated from observed gravity values.
 DF5316
 DF5316;                    North         East    Units  Estimated Accuracy
 DF5316;SPC MN S     -   301,056.6     847,594.5     MT  (+/- 3 meters HH1 GPS) 
 DF5316
 DF5316_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK6850061689(NAD 83)
 DF5316
 DF5316                          SUPERSEDED SURVEY CONTROL
 DF5316
 DF5316.No superseded survey control is available for this station.
 DF5316
 DF5316_MARKER: DD = SURVEY DISK
 DF5316_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DF5316_SP_SET: BRIDGE RAILING
 DF5316_STAMPING: 2776 D 1998
 DF5316_MARK LOGO: MNDT
 DF5316_MAGNETIC: N = NO MAGNETIC MATERIAL
 DF5316_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DF5316_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DF5316+SATELLITE: SATELLITE OBSERVATIONS - September 09, 2013
 DF5316
 DF5316  HISTORY     - Date     Condition        Report By
 DF5316  HISTORY     - 1993     MONUMENTED       MNDT
 DF5316  HISTORY     - 19980911 GOOD             MNDT
 DF5316  HISTORY     - 20051213 GOOD             MNDT
 DF5316  HISTORY     - 20070719 GOOD             MNDT
 DF5316  HISTORY     - 20130909 GOOD             MNDT
 DF5316
 DF5316                          STATION DESCRIPTION
 DF5316
 DF5316'DESCRIBED BY MN DEPT OF TRANSP 1998 (WAS)
 DF5316'THE MARK WAS RECOVERED IN GOOD CONDITION.  THE MARK IS IN EDEN
 DF5316'PRAIRIE, IN RAILING AT SE COR OF TH 169 IN BRDG NO 27694 OVER OLD
 DF5316'SHAKOPEE RD, 3.6 MI (5.8 KM) SOUTH ALONG TH 169 FROM JCT OF TH 169 AND
 DF5316'FAI 494 IN EDINA, AT TH 169 MP 117.95, 23.7 FT (7.2 M) NORTH OF SE COR
 DF5316'OF RAILING.  THE MARK IS FLUSH.  THE DISK WAS SET WHEN BRDG WAS BUILT
 DF5316'IN 1993 THEN STAMPED IN 1998.
 DF5316
 DF5316                          STATION RECOVERY (2005)
 DF5316
 DF5316'RECOVERY NOTE BY MN DEPT OF TRANSP 2005 (GO)
 DF5316'RECOVERED AS DESCRIBED.
 DF5316
 DF5316                          STATION RECOVERY (2007)
 DF5316
 DF5316'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (BLB)
 DF5316'THE MARK IS LOCATED ABOUT 6.4 MI (10.3 KM) EAST OF SHAKOPEE, 5.4 MI
 DF5316'(8.7 KM) WEST-SOUTHWEST OF BLOOMINGTON AND 4.8 MI (7.7 KM) SOUTHEAST
 DF5316'OF EDEN PRAIRIE.
 DF5316'
 DF5316'TO REACH TO THE MARK  IN EDEN PRAIRIE, IN RAILING AT SOUTHEAST CORNER
 DF5316'OF SOUTHBOUND TRUNK HIGHWAY 169 BRIDGE NUMBER 27694 OVER OLD SHAKOPEE
 DF5316'ROAD, 3.6 MI (5.8 KM) SOUTH ALONG TRUNK HIGHWAY 169 FROM THE JUNCTION
 DF5316'OF TRUNK HIGHWAY 169 AND INTERSTATE HIGHWAY 494 IN EDINA, AT TRUNK
 DF5316'HIGHWAY 169 MILE POINT 117.95, 23.7 FT (7.2 M) NORTH OF THE SOUTHEAST
 DF5316'CORNER OF RAILING.
 DF5316
 DF5316                          STATION RECOVERY (2013)
 DF5316
 DF5316'RECOVERY NOTE BY MN DEPT OF TRANSP 2013 (MPP)
 DF5316'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DF5317 ***********************************************************************
 DF5317  DESIGNATION -  2776 E
 DF5317  PID         -  DF5317
 DF5317  STATE/COUNTY-  MN/HENNEPIN
 DF5317  COUNTRY     -  US
 DF5317  USGS QUAD   -  EDEN PRAIRIE (2019)
 DF5317
 DF5317                         *CURRENT SURVEY CONTROL
 DF5317  ______________________________________________________________________
 DF5317* NAD 83(1986) POSITION- 44 48 28.4    (N) 093 23 52.8    (W)   HD_HELD2
 DF5317* NAVD 88 ORTHO HEIGHT -   243.844 (meters)      800.01  (feet) ADJUSTED
 DF5317  ______________________________________________________________________
 DF5317  GEOID HEIGHT    -        -26.990 (meters)                     GEOID18
 DF5317  DYNAMIC HEIGHT  -        243.837 (meters)      799.99  (feet) COMP
 DF5317  MODELED GRAVITY -    980,582.7   (mgal)                       NAVD 88
 DF5317
 DF5317  VERT ORDER      -  SECOND    CLASS II
 DF5317
 DF5317.The horizontal coordinates were established by autonomous hand held GPS
 DF5317.observations and have an estimated accuracy of +/- 10 meters.
 DF5317
 DF5317.The orthometric height was determined by differential leveling and
 DF5317.adjusted by the NATIONAL GEODETIC SURVEY
 DF5317.in August 2004.
 DF5317
 DF5317.No vertical observational check was made to the station.
 DF5317
 DF5317.Significant digits in the geoid height do not necessarily reflect accuracy.
 DF5317.GEOID18 height accuracy estimate available here.
 DF5317
 DF5317.Click photographs - Photos may exist for this station.
 DF5317
 DF5317.The dynamic height is computed by dividing the NAVD 88
 DF5317.geopotential number by the normal gravity value computed on the
 DF5317.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DF5317.degrees latitude (g = 980.6199 gals.).
 DF5317
 DF5317.The modeled gravity was interpolated from observed gravity values.
 DF5317
 DF5317;                    North         East    Units  Estimated Accuracy
 DF5317;SPC MN S     -   301,054.      847,621.      MT  (+/- 10 meters HH2 GPS)
 DF5317
 DF5317_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK6852661686(NAD 83)
 DF5317
 DF5317                          SUPERSEDED SURVEY CONTROL
 DF5317
 DF5317.No superseded survey control is available for this station.
 DF5317
 DF5317_MARKER: DV = VERTICAL CONTROL DISK
 DF5317_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DF5317_SP_SET: BRIDGE RAILING
 DF5317_STAMPING: 2776 E 1998
 DF5317_MARK LOGO: MNDT
 DF5317_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DF5317_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DF5317_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DF5317+SATELLITE: SATELLITE OBSERVATIONS - September 09, 2013
 DF5317
 DF5317  HISTORY     - Date     Condition        Report By
 DF5317  HISTORY     - 1993     MONUMENTED       MNDT
 DF5317  HISTORY     - 19980911 GOOD             MNDT
 DF5317  HISTORY     - 20051213 GOOD             MNDT
 DF5317  HISTORY     - 20070719 GOOD             MNDT
 DF5317  HISTORY     - 20130909 GOOD             MNDT
 DF5317
 DF5317                          STATION DESCRIPTION
 DF5317
 DF5317'DESCRIBED BY MN DEPT OF TRANSP 1998 (WAS)
 DF5317'THE MARK WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.  THE MARK IS IN
 DF5317'BLOOMINGTON, IN RAILING AT SE COR OF TH 169 BRDG NO 27693 OVER OLD
 DF5317'SHAKOPEE RD, 3.6 MI (5.8 KM) SOUTH ALONG TH 169 FROM JCT OF TH 169 AND
 DF5317'FAI 494 IN EDINA, AT TH 169 MP 117.95, 20.5 FT (6.2 M) NORTH OF SE COR
 DF5317'RAILING.  THE MARK IS FLUSH.  THE DISK WAS SET IN BRDG WHEN BUILT IN
 DF5317'1993 THEN STAMPED IN 1998.
 DF5317
 DF5317                          STATION RECOVERY (2005)
 DF5317
 DF5317'RECOVERY NOTE BY MN DEPT OF TRANSP 2005 (GO)
 DF5317'RECOVERED AS DESCRIBED.
 DF5317
 DF5317                          STATION RECOVERY (2007)
 DF5317
 DF5317'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (JJB)
 DF5317'THE MARK IS LOCATED ABOUT 6.4 MI (10.3 KM) EAST OF SHAKOPEE, 5.4 MI
 DF5317'(8.7 KM) WEST-SOUTHWEST OF BLOOMINGTON AND 4.8 MI (7.7 KM) SOUTHEAST
 DF5317'OF EDEN PRAIRIE.
 DF5317'
 DF5317'TO REACH TO THE MARK IN BLOOMINGTON, IN RAILING AT SOUTHEAST CORNER OF
 DF5317'NORTHBOUND TRUNK HIGHWAY 169 BRIDGE NUMBER 27693 OVER OLD SHAKOPEE
 DF5317'ROAD, 3.6 MI (5.8 KM) SOUTH ALONG TRUNK HIGHWAY 169 FROM THE JUNCTION
 DF5317'OF TRUNK HIGHWAY 169 AND INTERSTATE HIGHWAY 494 IN EDINA, AT TRUNK
 DF5317'HIGHWAY 169 MILE POINT 117.95, 20.5 FT (6.2 M) NORTH OF THE SOUTHEAST
 DF5317'CORNER RAILING.
 DF5317
 DF5317                          STATION RECOVERY (2013)
 DF5317
 DF5317'RECOVERY NOTE BY MN DEPT OF TRANSP 2013 (MPP)
 DF5317'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DF5313 ***********************************************************************
 DF5313  DESIGNATION -  2776 G
 DF5313  PID         -  DF5313
 DF5313  STATE/COUNTY-  MN/HENNEPIN
 DF5313  COUNTRY     -  US
 DF5313  USGS QUAD   -  EDEN PRAIRIE (2019)
 DF5313
 DF5313                         *CURRENT SURVEY CONTROL
 DF5313  ______________________________________________________________________
 DF5313* NAD 83(1986) POSITION- 44 50 41.71   (N) 093 23 54.05   (W)   HD_HELD1
 DF5313* NAVD 88 ORTHO HEIGHT -   262.205 (meters)      860.25  (feet) ADJUSTED
 DF5313  ______________________________________________________________________
 DF5313  GEOID HEIGHT    -        -26.961 (meters)                     GEOID18
 DF5313  DYNAMIC HEIGHT  -        262.198 (meters)      860.23  (feet) COMP
 DF5313  MODELED GRAVITY -    980,583.0   (mgal)                       NAVD 88
 DF5313
 DF5313  VERT ORDER      -  SECOND    CLASS II
 DF5313
 DF5313.The horizontal coordinates were determined by differentially corrected
 DF5313.hand held GPS observations or other comparable positioning techniques
 DF5313.and have an estimated accuracy of +/- 3 meters.
 DF5313
 DF5313.The orthometric height was determined by differential leveling and
 DF5313.adjusted by the NATIONAL GEODETIC SURVEY
 DF5313.in August 2004.
 DF5313
 DF5313.No vertical observational check was made to the station.
 DF5313
 DF5313.Significant digits in the geoid height do not necessarily reflect accuracy.
 DF5313.GEOID18 height accuracy estimate available here.
 DF5313
 DF5313.Click photographs - Photos may exist for this station.
 DF5313
 DF5313.The dynamic height is computed by dividing the NAVD 88
 DF5313.geopotential number by the normal gravity value computed on the
 DF5313.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DF5313.degrees latitude (g = 980.6199 gals.).
 DF5313
 DF5313.The modeled gravity was interpolated from observed gravity values.
 DF5313
 DF5313;                    North         East    Units  Estimated Accuracy
 DF5313;SPC MN S     -   305,168.5     847,562.9     MT  (+/- 3 meters HH1 GPS) 
 DF5313
 DF5313_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK6851965800(NAD 83)
 DF5313
 DF5313                          SUPERSEDED SURVEY CONTROL
 DF5313
 DF5313.No superseded survey control is available for this station.
 DF5313
 DF5313_MARKER: DD = SURVEY DISK
 DF5313_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DF5313_SP_SET: BRIDGE RAILING
 DF5313_STAMPING: 2776 G 1998
 DF5313_MARK LOGO: MNDT
 DF5313_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DF5313_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DF5313_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DF5313+SATELLITE: SATELLITE OBSERVATIONS - August 04, 2013
 DF5313
 DF5313  HISTORY     - Date     Condition        Report By
 DF5313  HISTORY     - 1995     MONUMENTED       MNDT
 DF5313  HISTORY     - 19980911 GOOD             MNDT
 DF5313  HISTORY     - 20051213 GOOD             MNDT
 DF5313  HISTORY     - 20070719 GOOD             MNDT
 DF5313  HISTORY     - 20130804 GOOD             MNDT
 DF5313
 DF5313                          STATION DESCRIPTION
 DF5313
 DF5313'DESCRIBED BY MN DEPT OF TRANSP 1998 (WAS)
 DF5313'THE MARK WAS RECOVERED IN GOOD CONDITION.  THE MARK IS IN BLOOMINGTON,
 DF5313'IN RAILING AT SE COR OF NB LANE OF BRDG NO 27A15 OVER ANDERSON LAKES,
 DF5313'1.05 MI (1.69 KM) SOUTH ALONG TH 169 FROM JCT OF TH 169 AND FAI 494 IN
 DF5313'EDINA, AT TH 169 MP 120.65, 1.9 FT (0.6 M) NORTH OF SE COR RAILING.
 DF5313'THE MARK IS FLUSH.  THE DISK WAS SET IN BRDG WHEN BUILT IN 1995 THEN
 DF5313'STAMPED IN 1998.
 DF5313
 DF5313                          STATION RECOVERY (2005)
 DF5313
 DF5313'RECOVERY NOTE BY MN DEPT OF TRANSP 2005 (GO)
 DF5313'RECOVERED AS DESCRIBED.
 DF5313
 DF5313                          STATION RECOVERY (2007)
 DF5313
 DF5313'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (JJB)
 DF5313'THE MARK IS LOCATED ABOUT 6.4 MI (10.3 KM) SOUTH-SOUTHEAST OF HOPKINS,
 DF5313'4.9 MI (7.9 KM) WEST OF BLOOMINGTON AND 3.6 MI (5.8 KM) EAST OF EDEN
 DF5313'PRAIRIE.
 DF5313'
 DF5313'TO REACH TO THE MARK IN BLOOMINGTON, IN RAILING AT SOUTHEAST CORNER OF
 DF5313'NORTHBOUND LANE OF TRUNK HIGHWAY 169 BRIDGE NUMBER 27A15 OVER ANDERSON
 DF5313'LAKES, 1.05 MI (1.7 KM) SOUTH ALONG TRUNK HIGHWAY 169 FROM THE
 DF5313'JUNCTION OF TRUNK HIGHWAY 169 AND INTERSTATE HIGHWAY 494 IN EDINA, AT
 DF5313'TRUNK HIGHWAY 169 MILE POINT 120.65, 1.9 FT (0.6 M) NORTH OF THE
 DF5313'SOUTHEAST CORNER RAILING.
 DF5313
 DF5313                          STATION RECOVERY (2013)
 DF5313
 DF5313'RECOVERY NOTE BY MN DEPT OF TRANSP 2013 (MPP)
 DF5313'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DF5312 ***********************************************************************
 DF5312  DESIGNATION -  2776 H
 DF5312  PID         -  DF5312
 DF5312  STATE/COUNTY-  MN/HENNEPIN
 DF5312  COUNTRY     -  US
 DF5312  USGS QUAD   -  EDEN PRAIRIE (2019)
 DF5312
 DF5312                         *CURRENT SURVEY CONTROL
 DF5312  ______________________________________________________________________
 DF5312* NAD 83(1986) POSITION- 44 50 41.7    (N) 093 23 55.1    (W)   HD_HELD2
 DF5312* NAVD 88 ORTHO HEIGHT -   262.262 (meters)      860.44  (feet) ADJUSTED
 DF5312  ______________________________________________________________________
 DF5312  GEOID HEIGHT    -        -26.961 (meters)                     GEOID18
 DF5312  DYNAMIC HEIGHT  -        262.255 (meters)      860.41  (feet) COMP
 DF5312  MODELED GRAVITY -    980,583.1   (mgal)                       NAVD 88
 DF5312
 DF5312  VERT ORDER      -  SECOND    CLASS II
 DF5312
 DF5312.The horizontal coordinates were established by autonomous hand held GPS
 DF5312.observations and have an estimated accuracy of +/- 10 meters.
 DF5312
 DF5312.The orthometric height was determined by differential leveling and
 DF5312.adjusted by the NATIONAL GEODETIC SURVEY
 DF5312.in August 2004.
 DF5312
 DF5312.No vertical observational check was made to the station.
 DF5312
 DF5312.Significant digits in the geoid height do not necessarily reflect accuracy.
 DF5312.GEOID18 height accuracy estimate available here.
 DF5312
 DF5312.Click photographs - Photos may exist for this station.
 DF5312
 DF5312.The dynamic height is computed by dividing the NAVD 88
 DF5312.geopotential number by the normal gravity value computed on the
 DF5312.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DF5312.degrees latitude (g = 980.6199 gals.).
 DF5312
 DF5312.The modeled gravity was interpolated from observed gravity values.
 DF5312
 DF5312;                    North         East    Units  Estimated Accuracy
 DF5312;SPC MN S     -   305,168.      847,540.      MT  (+/- 10 meters HH2 GPS)
 DF5312
 DF5312_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK6849665800(NAD 83)
 DF5312
 DF5312                          SUPERSEDED SURVEY CONTROL
 DF5312
 DF5312.No superseded survey control is available for this station.
 DF5312
 DF5312_MARKER: DD = SURVEY DISK
 DF5312_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DF5312_SP_SET: BRIDGE RAILING
 DF5312_STAMPING: 2776 H 1998
 DF5312_MARK LOGO: MNDT
 DF5312_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DF5312_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DF5312_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DF5312+SATELLITE: SATELLITE OBSERVATIONS - August 04, 2013
 DF5312
 DF5312  HISTORY     - Date     Condition        Report By
 DF5312  HISTORY     - 1995     MONUMENTED       MNDT
 DF5312  HISTORY     - 19980911 GOOD             MNDT
 DF5312  HISTORY     - 20051213 GOOD             MNDT
 DF5312  HISTORY     - 20070719 GOOD             MNDT
 DF5312  HISTORY     - 20130804 GOOD             MNDT
 DF5312
 DF5312                          STATION DESCRIPTION
 DF5312
 DF5312'DESCRIBED BY MN DEPT OF TRANSP 1998 (WAS)
 DF5312'THE MARK WAS RECOVERED IN GOOD CONDITION.  THE MARK IS IN EDEN
 DF5312'PRAIRIE, IN RAILING AT SE COR OF BRDG NO 27A16 OVER ANDERSON LAKES,
 DF5312'1.05 MI (1.69 KM) SOUTH ALONG TH 169 FROM JCT OF TH 169 AND FAI 494 IN
 DF5312'EDINA, AT TH 169 MP 1.65, 1.8 FT (0.5 M) NORTH OF SE COR OF RAILING.
 DF5312'THE MARK IS FLUSH.  THE DISK WAS SET IN BRDG WHEN BUILT IN 1995 THEN
 DF5312'STAMPED IN 1998.
 DF5312
 DF5312                          STATION RECOVERY (2005)
 DF5312
 DF5312'RECOVERY NOTE BY MN DEPT OF TRANSP 2005 (GO)
 DF5312'RECOVERED AS DESCRIBED.
 DF5312
 DF5312                          STATION RECOVERY (2007)
 DF5312
 DF5312'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (JJB)
 DF5312'THE MARK IS LOCATED ABOUT 6.4 MI (10.3 KM) SOUTH-SOUTHEAST OF HOPKINS,
 DF5312'4.9 MI (7.9 KM) WEST OF BLOOMINGTON AND 3.6 MI (5.8 KM) EAST OF EDEN
 DF5312'PRAIRIE.
 DF5312'
 DF5312'TO REACH TO THE MARK IN EDEN PRAIRIE, IN RAILING AT SOUTHEAST CORNER
 DF5312'OF SOUTHBOUND TRUNK HIGHWAY 169 OVER ANDERSON LAKES, 1.05 MI (1.7 KM)
 DF5312'SOUTH ALONG TRUNK HIGHWAY 169 FROM THE JUNCTION OF TRUNK HIGHWAY 169
 DF5312'AND INTERSTATE HIGHWAY 494 IN EDINA, AT TRUNK HIGHWAY 169 MILE POINT
 DF5312'120.65, 1.8 FT (0.5 M) NORTH OF THE SOUTHEAST CORNER OF RAILING.
 DF5312
 DF5312                          STATION RECOVERY (2013)
 DF5312
 DF5312'RECOVERY NOTE BY MN DEPT OF TRANSP 2013 (MPP)
 DF5312'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DF5311 ***********************************************************************
 DF5311  DESIGNATION -  2776 N
 DF5311  PID         -  DF5311
 DF5311  STATE/COUNTY-  MN/HENNEPIN
 DF5311  COUNTRY     -  US
 DF5311  USGS QUAD   -  EDEN PRAIRIE (2019)
 DF5311
 DF5311                         *CURRENT SURVEY CONTROL
 DF5311  ______________________________________________________________________
 DF5311* NAD 83(1986) POSITION- 44 50 48.34   (N) 093 23 53.82   (W)   HD_HELD1
 DF5311* NAVD 88 ORTHO HEIGHT -   263.203 (meters)      863.53  (feet) ADJUSTED
 DF5311  ______________________________________________________________________
 DF5311  GEOID HEIGHT    -        -26.960 (meters)                     GEOID18
 DF5311  DYNAMIC HEIGHT  -        263.196 (meters)      863.50  (feet) COMP
 DF5311  MODELED GRAVITY -    980,582.8   (mgal)                       NAVD 88
 DF5311
 DF5311  VERT ORDER      -  SECOND    CLASS II
 DF5311
 DF5311.The horizontal coordinates were determined by differentially corrected
 DF5311.hand held GPS observations or other comparable positioning techniques
 DF5311.and have an estimated accuracy of +/- 3 meters.
 DF5311
 DF5311.The orthometric height was determined by differential leveling and
 DF5311.adjusted by the NATIONAL GEODETIC SURVEY
 DF5311.in August 2004.
 DF5311
 DF5311.No vertical observational check was made to the station.
 DF5311
 DF5311.Significant digits in the geoid height do not necessarily reflect accuracy.
 DF5311.GEOID18 height accuracy estimate available here.
 DF5311
 DF5311.Click photographs - Photos may exist for this station.
 DF5311
 DF5311.The dynamic height is computed by dividing the NAVD 88
 DF5311.geopotential number by the normal gravity value computed on the
 DF5311.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DF5311.degrees latitude (g = 980.6199 gals.).
 DF5311
 DF5311.The modeled gravity was interpolated from observed gravity values.
 DF5311
 DF5311;                    North         East    Units  Estimated Accuracy
 DF5311;SPC MN S     -   305,373.2     847,566.5     MT  (+/- 3 meters HH1 GPS) 
 DF5311
 DF5311_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK6852566004(NAD 83)
 DF5311
 DF5311                          SUPERSEDED SURVEY CONTROL
 DF5311
 DF5311.No superseded survey control is available for this station.
 DF5311
 DF5311_MARKER: DD = SURVEY DISK
 DF5311_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DF5311_SP_SET: BRIDGE RAILING
 DF5311_STAMPING: 2776 N 1998
 DF5311_MARK LOGO: MNDT
 DF5311_MAGNETIC: N = NO MAGNETIC MATERIAL
 DF5311_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DF5311_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DF5311+SATELLITE: SATELLITE OBSERVATIONS - August 04, 2013
 DF5311
 DF5311  HISTORY     - Date     Condition        Report By
 DF5311  HISTORY     - 19950401 MONUMENTED       MNDT
 DF5311  HISTORY     - 19980911 GOOD             MNDT
 DF5311  HISTORY     - 20070719 GOOD             MNDT
 DF5311  HISTORY     - 20130804 GOOD             MNDT
 DF5311
 DF5311                          STATION DESCRIPTION
 DF5311
 DF5311'DESCRIBED BY MN DEPT OF TRANSP 1998 (WAS)
 DF5311'THE MARK WAS RECOVERED IN GOOD CONDITION.  THE MARK IS IN BLOOMINGTON,
 DF5311'IN RAILING AT NE COR OF BRDG NO 27A15 OVER ANDERSON LAKES, 0.9 MI (1.4
 DF5311'KM) SOUTH ALONG TH 169 FROM JCT OF TH 169 AND FAI 494 IN BLOOMINGTON,
 DF5311'AT TH 169 MP 120.95, 23.5 FT (7.2 M) EAST OF NB TH 169, 1.7 FT (0.5 M)
 DF5311'SOUTH OF NE COR OF RAILING.  THE MARK IS FLUSH.  THE DISK WAS SET IN
 DF5311'BRDG WHEN BUILT IN 1995 THEN STAMPED IN 1998.
 DF5311
 DF5311                          STATION RECOVERY (2007)
 DF5311
 DF5311'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (JJB)
 DF5311'THE MARK IS LOCATED ABOUT 6.3 MI (10.1 KM) SOUTH-SOUTHEAST OF HOPKINS,
 DF5311'4.9 MI (7.9 KM) WEST OF BLOOMINGTON AND 3.6 MI (5.8 KM) EAST OF EDEN
 DF5311'PRAIRIE.
 DF5311'
 DF5311'TO REACH TO THE MARK IN BLOOMINGTON, IN RAILING AT NORTHEAST CORNER OF
 DF5311'HENNEPIN COUNTY BRIDGE NUMBER 27A15 OVER ANDERSON LAKES, 0.90 MI (1.4
 DF5311'KM) SOUTH ALONG TRUNK HIGHWAY 169 FROM THE JUNCTION OF TRUNK HIGHWAY
 DF5311'169 AND INTERSTATE HIGHWAY 494 IN BLOOMINGTON, AT TRUNK HIGHWAY 169
 DF5311'MILE POINT 120.95, 23.5 FT (7.2 M) EAST OF NORTHBOUND, 1.7 FT (0.5 M)
 DF5311'SOUTH OF THE NORTHEAST CORNER OF RAILING.
 DF5311
 DF5311                          STATION RECOVERY (2013)
 DF5311
 DF5311'RECOVERY NOTE BY MN DEPT OF TRANSP 2013 (MPP)
 DF5311'IN BLOOMINGTON, IN BRIDGE RAILING IN NORTHEAST CORNER OF NORTHBOUND
 DF5311'TRUNK HIGHWAY 169 BRIDGE NUMBER 27A15 BETWEEN ANDERSON LAKES, 0.9 MI
 DF5311'(1.4 KM) SOUTH ALONG TRUNK HIGHWAY 169  FROM THE JUNCTION OF TRUNK
 DF5311'HIGHWAY 169 AND INTERSTATE HIGHWAY I-494 IN BLOOMINGTON, AT TRUNK
 DF5311'HIGHWAY 169 MILE POINT 120.95, 23.5 FT (7.2 M) EAST OF NORTHBOUND
 DF5311'TRUNK HIGHWAY 169, 1.7 FT (0.5 M) SOUTH OF THE NORTHEAST CORNER OF
 DF5311'BRIDGE RAILING.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DK6942 ***********************************************************************
 DK6942  DESIGNATION -  2776 P
 DK6942  PID         -  DK6942
 DK6942  STATE/COUNTY-  MN/HENNEPIN
 DK6942  COUNTRY     -  US
 DK6942  USGS QUAD   -  EDEN PRAIRIE (2019)
 DK6942
 DK6942                         *CURRENT SURVEY CONTROL
 DK6942  ______________________________________________________________________
 DK6942* NAD 83(1986) POSITION- 44 50 13.71   (N) 093 23 56.00   (W)   HD_HELD1
 DK6942* NAVD 88 ORTHO HEIGHT -   270.295 (meters)      886.79  (feet) ADJUSTED
 DK6942  ______________________________________________________________________
 DK6942  GEOID HEIGHT    -        -26.965 (meters)                     GEOID18
 DK6942  DYNAMIC HEIGHT  -        270.288 (meters)      886.77  (feet) COMP
 DK6942  MODELED GRAVITY -    980,583.5   (mgal)                       NAVD 88
 DK6942
 DK6942  VERT ORDER      -  SECOND    CLASS I
 DK6942
 DK6942.The horizontal coordinates were determined by differentially corrected
 DK6942.hand held GPS observations or other comparable positioning techniques
 DK6942.and have an estimated accuracy of +/- 3 meters.
 DK6942
 DK6942.The orthometric height was determined by differential leveling and
 DK6942.adjusted by the NATIONAL GEODETIC SURVEY
 DK6942.in February 2010.
 DK6942
 DK6942.Significant digits in the geoid height do not necessarily reflect accuracy.
 DK6942.GEOID18 height accuracy estimate available here.
 DK6942
 DK6942.Click photographs - Photos may exist for this station.
 DK6942
 DK6942.The dynamic height is computed by dividing the NAVD 88
 DK6942.geopotential number by the normal gravity value computed on the
 DK6942.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK6942.degrees latitude (g = 980.6199 gals.).
 DK6942
 DK6942.The modeled gravity was interpolated from observed gravity values.
 DK6942
 DK6942;                    North         East    Units  Estimated Accuracy
 DK6942;SPC MN S     -   304,304.0     847,526.5     MT  (+/- 3 meters HH1 GPS) 
 DK6942
 DK6942_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK6847264936(NAD 83)
 DK6942
 DK6942                          SUPERSEDED SURVEY CONTROL
 DK6942
 DK6942.No superseded survey control is available for this station.
 DK6942
 DK6942_MARKER: DD = SURVEY DISK
 DK6942_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DK6942_SP_SET: BRIDGE RAILING
 DK6942_STAMPING: 2776 P 2005
 DK6942_MARK LOGO: MNDT
 DK6942_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DK6942_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DK6942_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DK6942+SATELLITE: SATELLITE OBSERVATIONS - August 04, 2013
 DK6942
 DK6942  HISTORY     - Date     Condition        Report By
 DK6942  HISTORY     - 20050701 MONUMENTED       MNDT
 DK6942  HISTORY     - 20130804 GOOD             MNDT
 DK6942
 DK6942                          STATION DESCRIPTION
 DK6942
 DK6942'DESCRIBED BY MN DEPT OF TRANSP 2005
 DK6942'THE MARK IS LOCATED ABOUT 6.8 MI (11.0 KM) SOUTH-SOUTHEAST OF HOPKINS,
 DK6942'4.9 MI (7.9 KM) WEST OF BLOOMINGTON AND 3.8 MI (6.0 KM) EAST-SOUTHEAST
 DK6942'OF EDEN PRAIRIE, IN BLOOMINGTON.
 DK6942'
 DK6942'MARK SET IN RAIL IN NORTHWEST CORNER OF BRIDGE, 1.7 MI (2.7 KM) SOUTH
 DK6942'ALONG TRUNK HIGHWAY 169 FROM THE JUNCTION OF INTERSTATE 494 IN
 DK6942'BLOOMINGTON, AT TRUNK HIGHWAY 169 MILE POINT 120.05, 25 FT (7.6 M)
 DK6942'NORTH OF WESTBOUND ANDERSON LAKES PARKWAY, 17.6 FT (5.4 M) EAST OF THE
 DK6942'SOUTHEAST CORNER STONE COLUMN.
 DK6942
 DK6942                          STATION RECOVERY (2013)
 DK6942
 DK6942'RECOVERY NOTE BY MN DEPT OF TRANSP 2013 (MPP)
 DK6942'IN BLOOMINGTON, IN BRIDGE RAILING IN NORTHWEST CORNER OF BLOOMINGTON
 DK6942'FERRY ROAD/ ANDERSON LAKES PARKWAY BRIDGE OVER TRUNK HIGHWAY 169, 1.7
 DK6942'MI (2.7 KM) SOUTH ALONG TRUNK HIGHWAY 169  FROM THE JUNCTION OF
 DK6942'INTERSTATE HIGHWAY I-494 IN BLOOMINGTON, AT TRUNK HIGHWAY 169 MILE
 DK6942'POINT 120.05, 25 FT (7.6 M) NORTH OF WESTBOUND ANDERSON LAKES PARKWAY,
 DK6942'17.6 FT (5.4 M) EAST OF THE SOUTHEAST CORNER OF STONE COLUMN.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DK6944 ***********************************************************************
 DK6944  DESIGNATION -  2776 R
 DK6944  PID         -  DK6944
 DK6944  STATE/COUNTY-  MN/HENNEPIN
 DK6944  COUNTRY     -  US
 DK6944  USGS QUAD   -  EDEN PRAIRIE (2019)
 DK6944
 DK6944                         *CURRENT SURVEY CONTROL
 DK6944  ______________________________________________________________________
 DK6944* NAD 83(1986) POSITION- 44 49 06.99   (N) 093 23 52.34   (W)   HD_HELD1
 DK6944* NAVD 88 ORTHO HEIGHT -   256.169 (meters)      840.45  (feet) ADJUSTED
 DK6944  ______________________________________________________________________
 DK6944  GEOID HEIGHT    -        -26.981 (meters)                     GEOID18
 DK6944  DYNAMIC HEIGHT  -        256.162 (meters)      840.42  (feet) COMP
 DK6944  MODELED GRAVITY -    980,583.3   (mgal)                       NAVD 88
 DK6944
 DK6944  VERT ORDER      -  SECOND    CLASS I
 DK6944
 DK6944.The horizontal coordinates were determined by differentially corrected
 DK6944.hand held GPS observations or other comparable positioning techniques
 DK6944.and have an estimated accuracy of +/- 3 meters.
 DK6944
 DK6944.The orthometric height was determined by differential leveling and
 DK6944.adjusted by the NATIONAL GEODETIC SURVEY
 DK6944.in February 2010.
 DK6944
 DK6944.Significant digits in the geoid height do not necessarily reflect accuracy.
 DK6944.GEOID18 height accuracy estimate available here.
 DK6944
 DK6944.Click photographs - Photos may exist for this station.
 DK6944
 DK6944.The dynamic height is computed by dividing the NAVD 88
 DK6944.geopotential number by the normal gravity value computed on the
 DK6944.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK6944.degrees latitude (g = 980.6199 gals.).
 DK6944
 DK6944.The modeled gravity was interpolated from observed gravity values.
 DK6944
 DK6944;                    North         East    Units  Estimated Accuracy
 DK6944;SPC MN S     -   302,245.2     847,622.0     MT  (+/- 3 meters HH1 GPS) 
 DK6944
 DK6944_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK6854262877(NAD 83)
 DK6944
 DK6944                          SUPERSEDED SURVEY CONTROL
 DK6944
 DK6944.No superseded survey control is available for this station.
 DK6944
 DK6944_MARKER: DD = SURVEY DISK
 DK6944_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DK6944_SP_SET: BRIDGE RAILING
 DK6944_STAMPING: 2776 R 2005
 DK6944_MARK LOGO: MNDT
 DK6944_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DK6944_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DK6944_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DK6944+SATELLITE: SATELLITE OBSERVATIONS - August 04, 2013
 DK6944
 DK6944  HISTORY     - Date     Condition        Report By
 DK6944  HISTORY     - 20050701 MONUMENTED       MNDT
 DK6944  HISTORY     - 20130804 GOOD             MNDT
 DK6944
 DK6944                          STATION DESCRIPTION
 DK6944
 DK6944'DESCRIBED BY MN DEPT OF TRANSP 2005
 DK6944'THE MARK IS LOCATED ABOUT 6.5 MI (10.5 KM) EAST-NORTHEAST OF SHAKOPEE,
 DK6944'5.1 MI (8.2 KM) WEST-SOUTHWEST OF BLOOMINGTON AND 4.4 MI (7.0 KM)
 DK6944'SOUTHEAST OF EDEN PRAIRIE, IN BLOOMINGTON.
 DK6944'
 DK6944'MARK SET IN RAIL IN SOUTHEAST CORNER OF COUNTY ROAD 1 ( PIONEER TRAIL)
 DK6944'BRIDGE OVER TRUNK HIGHWAY 169, AT TRUNK HIGHWAY 169 MILE POINT 118.7,
 DK6944'25 FT (7.6 M) SOUTH OF PIONEER TRAIL (COUNTY ROAD 1), 21.7 FT (6.6 M)
 DK6944'WEST OF THE NORTHWEST CORNER STONE COLUMN.
 DK6944
 DK6944                          STATION RECOVERY (2013)
 DK6944
 DK6944'RECOVERY NOTE BY MN DEPT OF TRANSP 2013 (MPP)
 DK6944'IN BLOOMINGTON, IN BRIDGE RAILING IN SOUTHEAST CORNER OF COUNTY ROAD
 DK6944'1/ PIONEER TRAIL BRIDGE NUMBER OVER TRUNK HIGHWAY 169, AT TRUNK
 DK6944'HIGHWAY 169 MILE POINT 118.7, 25 FT (7.6 M) SOUTH OF COUNTY ROAD 1/
 DK6944'PIONEER TRAIL, 21.7 FT (6.6 M) WEST OF THE NORTHWEST CORNER OF STONE
 DK6944'COLUMN.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DK6943 ***********************************************************************
 DK6943  DESIGNATION -  2776 S
 DK6943  PID         -  DK6943
 DK6943  STATE/COUNTY-  MN/HENNEPIN
 DK6943  COUNTRY     -  US
 DK6943  USGS QUAD   -  EDEN PRAIRIE (2019)
 DK6943
 DK6943                         *CURRENT SURVEY CONTROL
 DK6943  ______________________________________________________________________
 DK6943* NAD 83(1986) POSITION- 44 50 11.95   (N) 093 23 52.88   (W)   HD_HELD1
 DK6943* NAVD 88 ORTHO HEIGHT -   269.572 (meters)      884.42  (feet) ADJUSTED
 DK6943  ______________________________________________________________________
 DK6943  GEOID HEIGHT    -        -26.967 (meters)                     GEOID18
 DK6943  DYNAMIC HEIGHT  -        269.565 (meters)      884.40  (feet) COMP
 DK6943  MODELED GRAVITY -    980,583.5   (mgal)                       NAVD 88
 DK6943
 DK6943  VERT ORDER      -  SECOND    CLASS I
 DK6943
 DK6943.The horizontal coordinates were determined by differentially corrected
 DK6943.hand held GPS observations or other comparable positioning techniques
 DK6943.and have an estimated accuracy of +/- 3 meters.
 DK6943
 DK6943.The orthometric height was determined by differential leveling and
 DK6943.adjusted by the NATIONAL GEODETIC SURVEY
 DK6943.in February 2010.
 DK6943
 DK6943.Significant digits in the geoid height do not necessarily reflect accuracy.
 DK6943.GEOID18 height accuracy estimate available here.
 DK6943
 DK6943.Click photographs - Photos may exist for this station.
 DK6943
 DK6943.The dynamic height is computed by dividing the NAVD 88
 DK6943.geopotential number by the normal gravity value computed on the
 DK6943.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK6943.degrees latitude (g = 980.6199 gals.).
 DK6943
 DK6943.The modeled gravity was interpolated from observed gravity values.
 DK6943
 DK6943;                    North         East    Units  Estimated Accuracy
 DK6943;SPC MN S     -   304,250.2     847,595.4     MT  (+/- 3 meters HH1 GPS) 
 DK6943
 DK6943_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK6854064881(NAD 83)
 DK6943
 DK6943                          SUPERSEDED SURVEY CONTROL
 DK6943
 DK6943.No superseded survey control is available for this station.
 DK6943
 DK6943_MARKER: DD = SURVEY DISK
 DK6943_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DK6943_SP_SET: BRIDGE RAILING
 DK6943_STAMPING: 2776 S 2005
 DK6943_MARK LOGO: MNDT
 DK6943_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DK6943_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DK6943_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DK6943+SATELLITE: SATELLITE OBSERVATIONS - August 04, 2013
 DK6943
 DK6943  HISTORY     - Date     Condition        Report By
 DK6943  HISTORY     - 20050701 MONUMENTED       MNDT
 DK6943  HISTORY     - 20130804 GOOD             MNDT
 DK6943
 DK6943                          STATION DESCRIPTION
 DK6943
 DK6943'DESCRIBED BY MN DEPT OF TRANSP 2005
 DK6943'THE MARK IS LOCATED ABOUT 6.9 MI (11.1 KM) EAST-NORTHEAST OF SHAKOPEE,
 DK6943'4.9 MI (7.9 KM) WEST OF BLOOMINGTON AND 3.8 MI (6.1 KM) EAST-SOUTHEAST
 DK6943'OF EDEN PRAIRIE, IN BLOOMINGTON.
 DK6943'
 DK6943'MARK SET IN RAIL IN SOUTHEAST CORNER OF BLOOMINGTON FERRY ROAD BRIDGE,
 DK6943'1.7 MI (2.7 KM) SOUTH ALONG TRUNK HIGHWAY 169 FROM THE JUNCTION OF
 DK6943'INTERSTATE 494 IN BLOOMINGTON, OVER TRUNK HIGHWAY 169 MILE POINT
 DK6943'120.05, 25 FT (7.6 M) SOUTH OF EASTBOUND BLOOMINGTON FERRY ROAD, 19.1
 DK6943'FT (5.8 M) WEST OF THE NORTHWEST CORNER STONE COLUMN.
 DK6943
 DK6943                          STATION RECOVERY (2013)
 DK6943
 DK6943'RECOVERY NOTE BY MN DEPT OF TRANSP 2013 (MPP)
 DK6943'IN BLOOMINGTON, IN BRIDGE RAILING IN SOUTHEAST CORNER OF BLOOMINGTON
 DK6943'FERRY ROAD/ ANDERSON LAKES PARKWAY BRIDGE OVER TRUNK HIGHWAY 169, 1.7
 DK6943'MI (2.7 KM) SOUTH ALONG TRUNK HIGHWAY 169  FROM THE JUNCTION OF
 DK6943'INTERSTATE HIGHWAY I-494 IN BLOOMINGTON, AT TRUNK HIGHWAY 169 MILE
 DK6943'POINT 120.05, 25 FT (7.6 M) SOUTH OF EASTBOUND BLOOMINGTON FERRY ROAD,
 DK6943'19.1 FT (5.8 M) WEST OF THE NORTHWEST CORNER OF STONE COLUMN.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 QO0575 ***********************************************************************
 QO0575  DESIGNATION -  2780 A
 QO0575  PID         -  QO0575
 QO0575  STATE/COUNTY-  MN/HENNEPIN
 QO0575  COUNTRY     -  US
 QO0575  USGS QUAD   -  OSSEO (2019)
 QO0575
 QO0575                         *CURRENT SURVEY CONTROL
 QO0575  ______________________________________________________________________
 QO0575* NAD 83(1986) POSITION- 45 05 28.43   (N) 093 26 45.66   (W)   HD_HELD1
 QO0575* NAVD 88 ORTHO HEIGHT -   285.980 (meters)      938.25  (feet) ADJUSTED
 QO0575  ______________________________________________________________________
 QO0575  GEOID HEIGHT    -        -27.446 (meters)                     GEOID18
 QO0575  DYNAMIC HEIGHT  -        285.968 (meters)      938.21  (feet) COMP
 QO0575  MODELED GRAVITY -    980,567.4   (mgal)                       NAVD 88
 QO0575
 QO0575  VERT ORDER      -  SECOND    CLASS I
 QO0575
 QO0575.The horizontal coordinates were determined by differentially corrected
 QO0575.hand held GPS observations or other comparable positioning techniques
 QO0575.and have an estimated accuracy of +/- 3 meters.
 QO0575
 QO0575.The orthometric height was determined by differential leveling and
 QO0575.adjusted by the NATIONAL GEODETIC SURVEY
 QO0575.in June 1991.
 QO0575
 QO0575.Significant digits in the geoid height do not necessarily reflect accuracy.
 QO0575.GEOID18 height accuracy estimate available here.
 QO0575
 QO0575.Click photographs - Photos may exist for this station.
 QO0575
 QO0575.The dynamic height is computed by dividing the NAVD 88
 QO0575.geopotential number by the normal gravity value computed on the
 QO0575.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QO0575.degrees latitude (g = 980.6199 gals.).
 QO0575
 QO0575.The modeled gravity was interpolated from observed gravity values.
 QO0575
 QO0575;                    North         East    Units  Estimated Accuracy
 QO0575;SPC MN S     -   332,512.9     843,609.0     MT  (+/- 3 meters HH1 GPS) 
 QO0575
 QO0575_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK6490293181(NAD 83)
 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
 QO0575.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QO0575.See file dsdata.pdf to determine how the superseded data were derived.
 QO0575
 QO0575_MARKER: DB = BENCH MARK DISK
 QO0575_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 QO0575_SP_SET: BRIDGE ABUTMENT
 QO0575_STAMPING: 2780-A 1970
 QO0575_MARK LOGO: MNHD
 QO0575_MAGNETIC: N = NO MAGNETIC MATERIAL
 QO0575_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QO0575_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 QO0575+SATELLITE: SATELLITE OBSERVATIONS - September 12, 2013
 QO0575
 QO0575  HISTORY     - Date     Condition        Report By
 QO0575  HISTORY     - 19700401 MONUMENTED       MNHD
 QO0575  HISTORY     - 1977     GOOD             MNDT
 QO0575  HISTORY     - 1989     GOOD             MNDT
 QO0575  HISTORY     - 20020928 GOOD             USPSQD
 QO0575  HISTORY     - 20041118 GOOD             USPSQD
 QO0575  HISTORY     - 20071003 GOOD             MNDT
 QO0575  HISTORY     - 20080522 GOOD             MNDT
 QO0575  HISTORY     - 20130912 GOOD             MNDT
 QO0575
 QO0575                          STATION DESCRIPTION
 QO0575
 QO0575'DESCRIBED BY MN HIGHWAY DEPT 1970
 QO0575'IN MAPLE GROVE.
 QO0575'MARK IS LOCATED AT THE INTERSTATE INTERCHANGE OF FAI 494 AND FAI 94,
 QO0575'IN THE SOUTHEAST CORNER OF BRIDGE NO. 27907, FAI 494 NORTH BOUND UNDER
 QO0575'FAI 94 WEST BOUND CONNECTION TO FAI 494 SOUTH BOUND.  NE 1/4 SECTION
 QO0575'27, T 119 N, R 22 W.
 QO0575
 QO0575                          STATION RECOVERY (1977)
 QO0575
 QO0575'RECOVERY NOTE BY MN DEPT OF TRANSP 1977
 QO0575'THE MARK WAS FOUND AS DESCRIBED, IN MAPLE GROVE AT THE JUNCTION OF FAI
 QO0575'94 AND FAI 494. IT IS A BENCH MARK DISK CEMENTED IN THE SOUTHEAST
 QO0575'CORNER (ABUTMENT) OF FAI 494 NORTHBOUND BRIDGE 27907 UNDER THE FAI 94
 QO0575'WESTBOUND CONNECTION TO SOUTHBOUND FAI 494. IT IS AT FAI 94 MILEPOINT
 QO0575'216.65 AND FAI 494 MILEPOINT 0.
 QO0575
 QO0575                          STATION RECOVERY (1989)
 QO0575
 QO0575'RECOVERY NOTE BY MN DEPT OF TRANSP 1989
 QO0575'RECOVERED IN GOOD CONDITION.
 QO0575
 QO0575                          STATION RECOVERY (2002)
 QO0575
 QO0575'RECOVERY NOTE BY US POWER SQUADRON 2002 (NDM)
 QO0575'RECOVERED IN GOOD CONDITION.
 QO0575
 QO0575                          STATION RECOVERY (2004)
 QO0575
 QO0575'RECOVERY NOTE BY US POWER SQUADRON 2004 (NDM)
 QO0575'RECOVERED IN GOOD CONDITION.
 QO0575
 QO0575                          STATION RECOVERY (2007)
 QO0575
 QO0575'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (WEF)
 QO0575'THE MARK IS LOCATED ABOUT 7.9 MI (12.7 KM) SOUTH-SOUTHWEST OF ANOKA,
 QO0575'5.2 MI (8.4 KM) NORTHEAST OF HAMEL AND 2.9 MI (4.7 KM) SOUTHWEST OF
 QO0575'OSSEO.
 QO0575'
 QO0575'TO REACH TO THE MARK AT MAPLE GROVE, AT INTERSTATE HIGHWAY 94 MILE
 QO0575'POINT 216, IN SOUTHEAST CORNER OF NORTHBOUND INTERSTATE HIGHWAY 494
 QO0575'BRIDGE 27907 UNDER WESTBOUND INTERSTATE HIGHWAY 94 CONNECTION TO
 QO0575'SOUTHBOUND INTERSTATE HIGHWAY 494 AND OVER EASTBOUND INTERSTATE
 QO0575'HIGHWAY 94.
 QO0575
 QO0575                          STATION RECOVERY (2008)
 QO0575
 QO0575'RECOVERY NOTE BY MN DEPT OF TRANSP 2008 (MDL)
 QO0575'RECOVERED AS DESCRIBED.
 QO0575
 QO0575                          STATION RECOVERY (2013)
 QO0575
 QO0575'RECOVERY NOTE BY MN DEPT OF TRANSP 2013 (KMS)
 QO0575'IN MAPLE GROVE, IN SOUTHEAST CORNER OF BRIDGE ABUTMENT OF NORTHBOUND
 QO0575'INTERSTATE HIGHWAY 494 BRIDGE NUMBER 27907 UNDER WESTBOUND INTERSTATE
 QO0575'HIGHWAY 94 CONNECTION TO SOUTHBOUND INTERSTATE HIGHWAY 494 AND OVER
 QO0575'EASTBOUND INTERSTATE HIGHWAY 94, AT JUNCTION OF INTERSTATE HIGHWAY 94
 QO0575'AND INTERSTATE HIGHWAY 494, AT INTERSTATE HIGHWAY 94 MILEPOINT 216.70,
 QO0575'25.5 FEET EAST OF NORTHBOUND INTERSTATE HIGHWAY 94.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 QO0576 ***********************************************************************
 QO0576  DESIGNATION -  2780 A 1
 QO0576  PID         -  QO0576
 QO0576  STATE/COUNTY-  MN/HENNEPIN
 QO0576  COUNTRY     -  US
 QO0576  USGS QUAD   -  OSSEO (2019)
 QO0576
 QO0576                         *CURRENT SURVEY CONTROL
 QO0576  ______________________________________________________________________
 QO0576* NAD 83(1986) POSITION- 45 05 28.86   (N) 093 26 47.50   (W)   HD_HELD1
 QO0576* NAVD 88 ORTHO HEIGHT -   292.054 (meters)      958.18  (feet) ADJUSTED
 QO0576  ______________________________________________________________________
 QO0576  GEOID HEIGHT    -        -27.447 (meters)                     GEOID18
 QO0576  DYNAMIC HEIGHT  -        292.042 (meters)      958.14  (feet) COMP
 QO0576  MODELED GRAVITY -    980,567.4   (mgal)                       NAVD 88
 QO0576
 QO0576  VERT ORDER      -  SECOND    CLASS I
 QO0576
 QO0576.The horizontal coordinates were determined by differentially corrected
 QO0576.hand held GPS observations or other comparable positioning techniques
 QO0576.and have an estimated accuracy of +/- 3 meters.
 QO0576
 QO0576.The orthometric height was determined by differential leveling and
 QO0576.adjusted by the NATIONAL GEODETIC SURVEY
 QO0576.in September 2013.
 QO0576
 QO0576.Significant digits in the geoid height do not necessarily reflect accuracy.
 QO0576.GEOID18 height accuracy estimate available here.
 QO0576
 QO0576.Click photographs - Photos may exist for this station.
 QO0576
 QO0576.The dynamic height is computed by dividing the NAVD 88
 QO0576.geopotential number by the normal gravity value computed on the
 QO0576.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QO0576.degrees latitude (g = 980.6199 gals.).
 QO0576
 QO0576.The modeled gravity was interpolated from observed gravity values.
 QO0576
 QO0576;                    North         East    Units  Estimated Accuracy
 QO0576;SPC MN S     -   332,525.9     843,568.7     MT  (+/- 3 meters HH1 GPS) 
 QO0576
 QO0576_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK6486293195(NAD 83)
 QO0576
 QO0576                          SUPERSEDED SURVEY CONTROL
 QO0576
 QO0576  NAVD 88 (06/15/91)  292.048  (m)          958.16   (f) SUPERSEDED  2 0
 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
 QO0576.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QO0576.See file dsdata.pdf to determine how the superseded data were derived.
 QO0576
 QO0576_MARKER: DB = BENCH MARK DISK
 QO0576_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 QO0576_SP_SET: BRIDGE ABUTMENT
 QO0576_STAMPING: 2780 A-1 1970
 QO0576_MARK LOGO: MNHD
 QO0576_MAGNETIC: N = NO MAGNETIC MATERIAL
 QO0576_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QO0576_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 QO0576+SATELLITE: SATELLITE OBSERVATIONS - September 12, 2013
 QO0576
 QO0576  HISTORY     - Date     Condition        Report By
 QO0576  HISTORY     - 19700401 MONUMENTED       MNHD
 QO0576  HISTORY     - 1977     GOOD             MNDT
 QO0576  HISTORY     - 1989     GOOD             MNDT
 QO0576  HISTORY     - 20041118 GOOD             USPSQD
 QO0576  HISTORY     - 20071003 GOOD             MNDT
 QO0576  HISTORY     - 20080522 GOOD             MNDT
 QO0576  HISTORY     - 20130912 GOOD             MNDT
 QO0576
 QO0576                          STATION DESCRIPTION
 QO0576
 QO0576'DESCRIBED BY MN HIGHWAY DEPT 1970
 QO0576'IN MAPLE GROVE.
 QO0576'MARK IS LOCATED AT THE INTERSTATE INTERCHANGE OF FAI 494 AND FAI 94,
 QO0576'IN THE SOUTHWEST CORNER OF BRIDGE NO. 27906, WESTBOUND FAI 94 OVER
 QO0576'NORTH BOUND FAI 494 CONNECTION TO EAST BOUND FAI 94.  NE 1/4 SECTION
 QO0576'27, T 119 N, R 22 W.
 QO0576
 QO0576                          STATION RECOVERY (1977)
 QO0576
 QO0576'RECOVERY NOTE BY MN DEPT OF TRANSP 1977
 QO0576'THE MARK WAS FOUND AS DESCRIBED, IN MAPLE GROVE AT THE JUNCTION OF FAI
 QO0576'94 AND FAI 494. IT IS A BENCH MARK DISK CEMENTED IN THE SOUTHEAST END
 QO0576'OF THE SOUTHWEST ABUTMENT OF THE FAI 94 WESTBOUND BRIDGE 27906
 QO0576'CONNECTING TO SOUTHBOUND FAI 494 OVER EASTBOUND FAI 94 AND THE
 QO0576'NORTHBOUND FAI 494 CONNECTION TO WESTBOUND FAI 94. IT IS AT FAI 94
 QO0576'MILEPOINT 216.65 AND FAI 494 MILEPOINT 0.
 QO0576
 QO0576                          STATION RECOVERY (1989)
 QO0576
 QO0576'RECOVERY NOTE BY MN DEPT OF TRANSP 1989
 QO0576'RECOVERED IN GOOD CONDITION.
 QO0576
 QO0576                          STATION RECOVERY (2004)
 QO0576
 QO0576'RECOVERY NOTE BY US POWER SQUADRON 2004 (NDM)
 QO0576'RECOVERED IN GOOD CONDITION.
 QO0576
 QO0576                          STATION RECOVERY (2007)
 QO0576
 QO0576'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (WEF)
 QO0576'THE MARK IS LOCATED ABOUT 7.9 MI (12.7 KM) SOUTH-SOUTHWEST OF ANOKA,
 QO0576'5.2 MI (8.4 KM) NORTHEAST OF HAMEL AND 2.9 MI (4.7 KM) SOUTHWEST OF
 QO0576'OSSEO.
 QO0576'
 QO0576'TO REACH TO THE MARK AT MAPLE GROVE, IN SOUTHEAST ABUTMENT OF
 QO0576'WESTBOUND INTERSTATE HIGHWAY 94 BRIDGE 27906 OVER EASTBOUND INTERSTATE
 QO0576'HIGHWAY 94 AND NORTHBOUND INTERSTATE HIGHWAY 494 CONNECTION TO
 QO0576'WESTBOUND INTERSTATE HIGHWAY 94, AT INTERSTATE HIGHWAY 94 THE POINT IS
 QO0576'LOCATED AT 216.65FT.
 QO0576
 QO0576                          STATION RECOVERY (2008)
 QO0576
 QO0576'RECOVERY NOTE BY MN DEPT OF TRANSP 2008 (MDL)
 QO0576'RECOVERED AS DESCRIBED.
 QO0576
 QO0576                          STATION RECOVERY (2013)
 QO0576
 QO0576'RECOVERY NOTE BY MN DEPT OF TRANSP 2013 (KMS)
 QO0576'IN MAPLE GROVE, IN SOUTH CORNER IN BRIDGE ABUTMENT OF SOUTHWEST BOUND
 QO0576'INTERSTATE HIGHWAY 94 BRIDGE NUMBER 27906 OVER SOUTHEAST BOUND
 QO0576'INTERSTATE HIGHWAY 94 AND NORTHBOUND INTERSTATE HIGHWAY 494 CONNECTION
 QO0576'TO NORTHWEST BOUND INTERSTATE HIGHWAY 94, AT INTERSTATE HIGHWAY 94
 QO0576'MILEPOINT 216.65, 20.0 FEET SOUTHEAST OF SOUTHWEST BOUND INTERSTATE
 QO0576'HIGHWAY 94.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DM6162 ***********************************************************************
 DM6162  DESIGNATION -  2780 AB
 DM6162  PID         -  DM6162
 DM6162  STATE/COUNTY-  MN/HENNEPIN
 DM6162  COUNTRY     -  US
 DM6162  USGS QUAD   -  OSSEO (2019)
 DM6162
 DM6162                         *CURRENT SURVEY CONTROL
 DM6162  ______________________________________________________________________
 DM6162* NAD 83(1986) POSITION- 45 07 27.     (N) 093 28 58.     (W)   SCALED
 DM6162* NAVD 88 ORTHO HEIGHT -   285.301 (meters)      936.03  (feet) ADJUSTED
 DM6162  ______________________________________________________________________
 DM6162  GEOID HEIGHT    -        -27.735 (meters)                     GEOID18
 DM6162  DYNAMIC HEIGHT  -        285.280 (meters)      935.96  (feet) COMP
 DM6162  MODELED GRAVITY -    980,536.0   (mgal)                       NAVD 88
 DM6162
 DM6162  VERT ORDER      -  SECOND    CLASS I
 DM6162
 DM6162.The horizontal coordinates were scaled from a map and have
 DM6162.an estimated accuracy of +/- 6 seconds.
 DM6162
 DM6162.The orthometric height was determined by differential leveling and
 DM6162.adjusted by the NATIONAL GEODETIC SURVEY
 DM6162.in September 2013.
 DM6162
 DM6162.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM6162.GEOID18 height accuracy estimate available here.
 DM6162
 DM6162.Click photographs - Photos may exist for this station.
 DM6162
 DM6162.The dynamic height is computed by dividing the NAVD 88
 DM6162.geopotential number by the normal gravity value computed on the
 DM6162.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM6162.degrees latitude (g = 980.6199 gals.).
 DM6162
 DM6162.The modeled gravity was interpolated from observed gravity values.
 DM6162
 DM6162;                    North         East    Units  Estimated Accuracy
 DM6162;SPC MN S     -   336,150.      840,690.      MT  (+/- 180 meters Scaled)
 DM6162
 DM6162_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK620968(NAD 83)
 DM6162
 DM6162                          SUPERSEDED SURVEY CONTROL
 DM6162
 DM6162.No superseded survey control is available for this station.
 DM6162
 DM6162_MARKER: DD = SURVEY DISK
 DM6162_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DM6162_SP_SET: BRIDGE RAILING
 DM6162_STAMPING: 2780 AB 2002
 DM6162_MARK LOGO: MNDT
 DM6162_MAGNETIC: N = NO MAGNETIC MATERIAL
 DM6162_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DM6162_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DM6162+SATELLITE: SATELLITE OBSERVATIONS - June 10, 2008
 DM6162
 DM6162  HISTORY     - Date     Condition        Report By
 DM6162  HISTORY     - 2002     MONUMENTED       MNDT
 DM6162  HISTORY     - 20080610 GOOD             MNDT
 DM6162
 DM6162                          STATION DESCRIPTION
 DM6162
 DM6162'DESCRIBED BY MN DEPT OF TRANSP 2008 (DAS)
 DM6162'THE MARK IS IN MAPLE GROVE.
 DM6162'
 DM6162'TO REACH THE MARK GO 2.15 MI (3.5 KM) NORTHWEST ALONG TRUNK HIGHWAY 94
 DM6162'FROM THE JUNCTION OF WEAVER LAKE ROAD AND TRUNK HIGHWAY 94, TAKE MAPLE
 DM6162'GROVE PARKWAY EXIT 213.
 DM6162'
 DM6162'IT IS 0.3 MI (0.5 KM) SOUTHWEST ALONG MAPLE GROVE PARKWAY, THENCE 0.4
 DM6162'MI (0.6 KM) SOUTHEAST ON COUNTY ROAD 30 IN BRIDGE RAIL IN SOUTHEAST
 DM6162'CORNER OF COUNTY ROAD 30 OVER TRUNK HIGHWAY 94, 25.0 FT (7.6 M)
 DM6162'SOUTHWEST OF SOUTHEAST BOUND COUNTY ROAD 30 29.9 FT (9.1 M) NORTHWEST
 DM6162'OF LIGHT POLE, 4.8 FT (1.5 M) NORTHWEST OF END OF BRIDGE RAIL.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DM6163 ***********************************************************************
 DM6163  DESIGNATION -  2780 AC
 DM6163  PID         -  DM6163
 DM6163  STATE/COUNTY-  MN/HENNEPIN
 DM6163  COUNTRY     -  US
 DM6163  USGS QUAD   -  ANOKA (2019)
 DM6163
 DM6163                         *CURRENT SURVEY CONTROL
 DM6163  ______________________________________________________________________
 DM6163* NAD 83(1986) POSITION- 45 07 40.     (N) 093 29 06.     (W)   SCALED
 DM6163* NAVD 88 ORTHO HEIGHT -   287.663 (meters)      943.77  (feet) ADJUSTED
 DM6163  ______________________________________________________________________
 DM6163  GEOID HEIGHT    -        -27.762 (meters)                     GEOID18
 DM6163  DYNAMIC HEIGHT  -        287.641 (meters)      943.70  (feet) COMP
 DM6163  MODELED GRAVITY -    980,533.2   (mgal)                       NAVD 88
 DM6163
 DM6163  VERT ORDER      -  SECOND    CLASS I
 DM6163
 DM6163.The horizontal coordinates were scaled from a map and have
 DM6163.an estimated accuracy of +/- 6 seconds.
 DM6163
 DM6163.The orthometric height was determined by differential leveling and
 DM6163.adjusted by the NATIONAL GEODETIC SURVEY
 DM6163.in September 2013.
 DM6163
 DM6163.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM6163.GEOID18 height accuracy estimate available here.
 DM6163
 DM6163.Click photographs - Photos may exist for this station.
 DM6163
 DM6163.The dynamic height is computed by dividing the NAVD 88
 DM6163.geopotential number by the normal gravity value computed on the
 DM6163.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM6163.degrees latitude (g = 980.6199 gals.).
 DM6163
 DM6163.The modeled gravity was interpolated from observed gravity values.
 DM6163
 DM6163;                    North         East    Units  Estimated Accuracy
 DM6163;SPC MN S     -   336,550.      840,520.      MT  (+/- 180 meters Scaled)
 DM6163
 DM6163_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK618972(NAD 83)
 DM6163
 DM6163                          SUPERSEDED SURVEY CONTROL
 DM6163
 DM6163.No superseded survey control is available for this station.
 DM6163
 DM6163_MARKER: DD = SURVEY DISK
 DM6163_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DM6163_SP_SET: BRIDGE RAILING
 DM6163_STAMPING: 2780 AC 2006
 DM6163_MARK LOGO: MNDT
 DM6163_MAGNETIC: N = NO MAGNETIC MATERIAL
 DM6163_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DM6163_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DM6163+SATELLITE: SATELLITE OBSERVATIONS - June 10, 2008
 DM6163
 DM6163  HISTORY     - Date     Condition        Report By
 DM6163  HISTORY     - 2006     MONUMENTED       MNDT
 DM6163  HISTORY     - 20080610 GOOD             MNDT
 DM6163
 DM6163                          STATION DESCRIPTION
 DM6163
 DM6163'DESCRIBED BY MN DEPT OF TRANSP 2008 (DAS)
 DM6163'THE MARK IS IN MAPLE GROVE.
 DM6163'
 DM6163'TO REACH THE MARK GO 2.15 MI (3.5 KM) NORTHWEST ALONG TRUNK HIGHWAY 94
 DM6163'FROM THE JUNCTION OF WEAVER LAKE ROAD AND TRUNK HIGHWAY 94, TAKE MAPLE
 DM6163'GROVE PARKWAY EXIT 213.
 DM6163'
 DM6163'IT IS 0.1 MI (0.2 KM) SOUTHWEST ALONG MAPLE GROVE PARKWAY, MARK IS IN
 DM6163'SOUTH SIDE OF THE BRIDGE PILLAR, IN BRIDGE RAIL IN SOUTHEAST CORNER OF
 DM6163'MAPLE GROVE PARKWAY BRIDGE NUMBER 27A98, 34.3 FT (10.5 M) SOUTHWEST OF
 DM6163'THE CENTERLINE OF MAPLE GROVE PARKWAY, 2.1 FT (0.6 M) WEST OF END OF
 DM6163'BRIDGE RAILING.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DM6160 ***********************************************************************
 DM6160  DESIGNATION -  2780 AD
 DM6160  PID         -  DM6160
 DM6160  STATE/COUNTY-  MN/HENNEPIN
 DM6160  COUNTRY     -  US
 DM6160  USGS QUAD   -  OSSEO (2019)
 DM6160
 DM6160                         *CURRENT SURVEY CONTROL
 DM6160  ______________________________________________________________________
 DM6160* NAD 83(1986) POSITION- 45 06 56.51   (N) 093 28 39.88   (W)   HD_HELD1
 DM6160* NAVD 88 ORTHO HEIGHT -   276.420 (meters)      906.89  (feet) ADJUSTED
 DM6160  ______________________________________________________________________
 DM6160  GEOID HEIGHT    -        -27.672 (meters)                     GEOID18
 DM6160  DYNAMIC HEIGHT  -        276.401 (meters)      906.83  (feet) COMP
 DM6160  MODELED GRAVITY -    980,542.9   (mgal)                       NAVD 88
 DM6160
 DM6160  VERT ORDER      -  SECOND    CLASS I
 DM6160
 DM6160.The horizontal coordinates were determined by differentially corrected
 DM6160.hand held GPS observations or other comparable positioning techniques
 DM6160.and have an estimated accuracy of +/- 3 meters.
 DM6160
 DM6160.The orthometric height was determined by differential leveling and
 DM6160.adjusted by the NATIONAL GEODETIC SURVEY
 DM6160.in September 2013.
 DM6160
 DM6160.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM6160.GEOID18 height accuracy estimate available here.
 DM6160
 DM6160.Click photographs - Photos may exist for this station.
 DM6160
 DM6160.The dynamic height is computed by dividing the NAVD 88
 DM6160.geopotential number by the normal gravity value computed on the
 DM6160.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM6160.degrees latitude (g = 980.6199 gals.).
 DM6160
 DM6160.The modeled gravity was interpolated from observed gravity values.
 DM6160
 DM6160;                    North         East    Units  Estimated Accuracy
 DM6160;SPC MN S     -   335,215.4     841,094.1     MT  (+/- 3 meters HH1 GPS) 
 DM6160
 DM6160_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK6242295914(NAD 83)
 DM6160
 DM6160                          SUPERSEDED SURVEY CONTROL
 DM6160
 DM6160.No superseded survey control is available for this station.
 DM6160
 DM6160_MARKER: DD = SURVEY DISK
 DM6160_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DM6160_SP_SET: BRIDGE ABUTMENT
 DM6160_STAMPING: 2780 AD 2002
 DM6160_MARK LOGO: MNDT
 DM6160_MAGNETIC: N = NO MAGNETIC MATERIAL
 DM6160_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DM6160_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DM6160+SATELLITE: SATELLITE OBSERVATIONS - September 02, 2014
 DM6160
 DM6160  HISTORY     - Date     Condition        Report By
 DM6160  HISTORY     - 20020401 MONUMENTED       MNDT
 DM6160  HISTORY     - 20080610 GOOD             MNDT
 DM6160  HISTORY     - 20130912 GOOD             MNDT
 DM6160  HISTORY     - 20140902 GOOD             MNDT
 DM6160
 DM6160                          STATION DESCRIPTION
 DM6160
 DM6160'DESCRIBED BY MN DEPT OF TRANSP 2008 (DAS)
 DM6160'THE MARK IS IN MAPLE GROVE.
 DM6160'
 DM6160'TO REACH THE MARK GO 1.2 MI (1.9 KM) NORTHWEST ALONG TRUNK HIGHWAY 94
 DM6160'FROM THE JUNCTION OF WEAVER LAKE ROAD (COUNTY ROAD 109) AND TRUNK
 DM6160'HIGHWAY 94, AT TRUNK HIGHWAY MILE POINT 214.4.
 DM6160'
 DM6160'IT IS IN BRIDGE ABUTMENT IN SOUTHWEST CORNER OF TRUNK HIGHWAY 94
 DM6160'BRIDGE NUMBER 27970 OVER A RIVER.
 DM6160
 DM6160                          STATION RECOVERY (2013)
 DM6160
 DM6160'RECOVERY NOTE BY MN DEPT OF TRANSP 2013 (MAS)
 DM6160'IN MAPLE GROVE, IN SOUTHWEST CORNER BRIDGE ABUTMENT OF INTERSTATE
 DM6160'HIGHWAY 94 BRIDGE NUMBER 27970 OVER RICE LAKE-POND CONNECTION, 1.2
 DM6160'MILES NORTHWEST ALONG INTERSTATE HIGHWAY 94 FROM JUNCTION OF WEAVER
 DM6160'LAKE ROAD/ COUNTY ROAD 109 AND INTERSTATE HIGHWAY 94, AT INTERSTATE
 DM6160'HIGHWAY 94 MILEPOINT 214.4, 18.0 FEET SOUTHWEST OF EASTBOUND
 DM6160'INTERSTATE HIGHWAY 94 FOGLINE.
 DM6160
 DM6160                          STATION RECOVERY (2014)
 DM6160
 DM6160'RECOVERY NOTE BY MN DEPT OF TRANSP 2014 (MPP)
 DM6160'THE STATION IS LOCATED ABOUT 6.2 MI (10.0 KM) SOUTHEAST OF ROGERS, 5.7
 DM6160'MI (9.2 KM) NORTH-NORTHEAST OF HAMEL AND 3.7 MI (6.0 KM) WEST OF
 DM6160'OSSEO.
 DM6160'
 DM6160'TO REACH THE MARK IN BRIDGE ABUTMENT IN SOUTHWEST CORNER OF INTERSTATE
 DM6160'HIGHWAY 94 BRIDGE NUMBER 27970 OVER RICE LAKE-POND CONNECTION, 1.2 MI
 DM6160'(1.9 KM) NORTHWEST ALONG INTERSTATE HIGHWAY 94 FROM THE JUNCTION OF
 DM6160'INTERSTATE HIGHWAY 94 AND WEAVER LAKE ROAD/COUNTY ROAD 109, AT
 DM6160'INTERSTATE HIGHWAY 94 MILE POINT 214.4.
 DM6160'
 DM6160'THE MARK IS LOCATED 18.0 FT (5.5 M) SOUTHWEST OF EASTBOUND INTERSTATE
 DM6160'HIGHWAY 94 FOG LINE.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DM6161 ***********************************************************************
 DM6161  DESIGNATION -  2780 AE
 DM6161  PID         -  DM6161
 DM6161  STATE/COUNTY-  MN/HENNEPIN
 DM6161  COUNTRY     -  US
 DM6161  USGS QUAD   -  OSSEO (2019)
 DM6161
 DM6161                         *CURRENT SURVEY CONTROL
 DM6161  ______________________________________________________________________
 DM6161* NAD 83(1986) POSITION- 45 06 57.6    (N) 093 28 38.3    (W)   HD_HELD2
 DM6161* NAVD 88 ORTHO HEIGHT -   275.911 (meters)      905.22  (feet) ADJUSTED
 DM6161  ______________________________________________________________________
 DM6161  GEOID HEIGHT    -        -27.673 (meters)                     GEOID18
 DM6161  DYNAMIC HEIGHT  -        275.892 (meters)      905.16  (feet) COMP
 DM6161  MODELED GRAVITY -    980,542.8   (mgal)                       NAVD 88
 DM6161
 DM6161  VERT ORDER      -  SECOND    CLASS I
 DM6161
 DM6161.The horizontal coordinates were established by autonomous hand held GPS
 DM6161.observations and have an estimated accuracy of +/- 10 meters.
 DM6161
 DM6161.The orthometric height was determined by differential leveling and
 DM6161.adjusted by the NATIONAL GEODETIC SURVEY
 DM6161.in September 2016.
 DM6161
 DM6161.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM6161.GEOID18 height accuracy estimate available here.
 DM6161
 DM6161.Click photographs - Photos may exist for this station.
 DM6161
 DM6161.The dynamic height is computed by dividing the NAVD 88
 DM6161.geopotential number by the normal gravity value computed on the
 DM6161.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM6161.degrees latitude (g = 980.6199 gals.).
 DM6161
 DM6161.The modeled gravity was interpolated from observed gravity values.
 DM6161
 DM6161;                    North         East    Units  Estimated Accuracy
 DM6161;SPC MN S     -   335,249.      841,128.      MT  (+/- 10 meters HH2 GPS)
 DM6161
 DM6161_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK6245795947(NAD 83)
 DM6161
 DM6161                          SUPERSEDED SURVEY CONTROL
 DM6161
 DM6161  NAVD 88 (09/18/13)  275.908  (m)          905.21   (f) SUPERSEDED  2 1
 DM6161
 DM6161.Superseded values are not recommended for survey control.
 DM6161
 DM6161.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DM6161.See file dsdata.pdf to determine how the superseded data were derived.
 DM6161
 DM6161_MARKER: DD = SURVEY DISK
 DM6161_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DM6161_SP_SET: BRIDGE ABUTMENT
 DM6161_STAMPING: 2780 AE 2002
 DM6161_MARK LOGO: MNDT
 DM6161_MAGNETIC: N = NO MAGNETIC MATERIAL
 DM6161_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DM6161_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DM6161+SATELLITE: SATELLITE OBSERVATIONS - September 02, 2014
 DM6161
 DM6161  HISTORY     - Date     Condition        Report By
 DM6161  HISTORY     - 20020401 MONUMENTED       MNDT
 DM6161  HISTORY     - 20080612 GOOD             MNDT
 DM6161  HISTORY     - 20130912 GOOD             MNDT
 DM6161  HISTORY     - 20140902 GOOD             MNDT
 DM6161
 DM6161                          STATION DESCRIPTION
 DM6161
 DM6161'DESCRIBED BY MN DEPT OF TRANSP 2008 (DAS)
 DM6161'THE MARK IS IN MAPLE GROVE.
 DM6161'
 DM6161'TO REACH THE MARK GO 1.2 MI (1.9 KM) NORTHWEST ALONG TRUNK HIGHWAY 94
 DM6161'FROM THE JUNCTION OF WEAVER LAKE ROAD (COUNTY ROAD 109) AND TRUNK
 DM6161'HIGHWAY 94, AT TRUNK HIGHWAY 94 MILE POINT 214.4.
 DM6161'
 DM6161'IT IS IN BRIDGE RAIL IN SOUTHEAST CORNER OF TRUNK 94 BRIDGE NUMBER
 DM6161'27969 OVER RIVER.
 DM6161
 DM6161                          STATION RECOVERY (2013)
 DM6161
 DM6161'RECOVERY NOTE BY MN DEPT OF TRANSP 2013 (MAS)
 DM6161'IN MAPLE GROVE, IN BRIDGE ABUTMENT IN SOUTHEAST CORNER OF INTERSTATE
 DM6161'HIGHWAY 94 BRIDGE NUMBER 27969 OVER RICE LAKE-POND CONNECTION, 1.2
 DM6161'MILES NORTHWEST ALONG INTERSTATE HIGHWAY 94 FROM JUNCTION OF WEAVER
 DM6161'LAKE ROAD/ COUNTY ROAD 109 AND INTERSTATE HIGHWAY 94, AT INTERSTATE
 DM6161'HIGHWAY 94 MILEPOINT 214.4, 18.2 FEET NORTHEAST OF WESTBOUND
 DM6161'INTERSTATE HIGHWAY 94 FOGLINE.
 DM6161
 DM6161                          STATION RECOVERY (2014)
 DM6161
 DM6161'RECOVERY NOTE BY MN DEPT OF TRANSP 2014 (MPP)
 DM6161'THE STATION IS LOCATED ABOUT 6.2 MI (10.0 KM) SOUTHEAST OF ROGERS, 5.7
 DM6161'MI (9.2 KM) NORTH-NORTHEAST OF HAMEL AND 3.7 MI (6.0 KM) WEST OF
 DM6161'OSSEO.
 DM6161'
 DM6161'TO REACH THE MARK IN BRIDGE ABUTMENT IN SOUTHEAST CORNER OF INTERSTATE
 DM6161'HIGHWAY 94 BRIDGE NUMBER 27969 OVER RICE LAKE-POND CONNECTION, 1.2 MI
 DM6161'(1.9 KM) NORTHWEST ALONG INTERSTATE HIGHWAY 94 FROM THE JUNCTION OF
 DM6161'INTERSTATE HIGHWAY 94 AND WEAVER LAKE ROAD/ COUNTY ROAD 109, AT
 DM6161'INTERSTATE HIGHWAY 94 MILE POINT 214.4.
 DM6161'
 DM6161'THE MARK IS LOCATED 18.2 FT (5.5 M) NORTHEAST OF WESTBOUND INTERSTATE
 DM6161'HIGHWAY 94 FOG LINE.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DM6159 ***********************************************************************
 DM6159  DESIGNATION -  2780 AF
 DM6159  PID         -  DM6159
 DM6159  STATE/COUNTY-  MN/HENNEPIN
 DM6159  COUNTRY     -  US
 DM6159  USGS QUAD   -  OSSEO (2019)
 DM6159
 DM6159                         *CURRENT SURVEY CONTROL
 DM6159  ______________________________________________________________________
 DM6159* NAD 83(1986) POSITION- 45 06 29.75   (N) 093 27 58.76   (W)   HD_HELD1
 DM6159* NAVD 88 ORTHO HEIGHT -   275.811 (meters)      904.89  (feet) ADJUSTED
 DM6159  ______________________________________________________________________
 DM6159  GEOID HEIGHT    -        -27.599 (meters)                     GEOID18
 DM6159  DYNAMIC HEIGHT  -        275.795 (meters)      904.84  (feet) COMP
 DM6159  MODELED GRAVITY -    980,551.4   (mgal)                       NAVD 88
 DM6159
 DM6159  VERT ORDER      -  SECOND    CLASS I
 DM6159
 DM6159.The horizontal coordinates were determined by differentially corrected
 DM6159.hand held GPS observations or other comparable positioning techniques
 DM6159.and have an estimated accuracy of +/- 3 meters.
 DM6159
 DM6159.The orthometric height was determined by differential leveling and
 DM6159.adjusted by the NATIONAL GEODETIC SURVEY
 DM6159.in September 2013.
 DM6159
 DM6159.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM6159.GEOID18 height accuracy estimate available here.
 DM6159
 DM6159.Click photographs - Photos may exist for this station.
 DM6159
 DM6159.The dynamic height is computed by dividing the NAVD 88
 DM6159.geopotential number by the normal gravity value computed on the
 DM6159.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM6159.degrees latitude (g = 980.6199 gals.).
 DM6159
 DM6159.The modeled gravity was interpolated from observed gravity values.
 DM6159
 DM6159;                    North         East    Units  Estimated Accuracy
 DM6159;SPC MN S     -   334,395.2     841,998.3     MT  (+/- 3 meters HH1 GPS) 
 DM6159
 DM6159_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK6331595083(NAD 83)
 DM6159
 DM6159                          SUPERSEDED SURVEY CONTROL
 DM6159
 DM6159.No superseded survey control is available for this station.
 DM6159
 DM6159_MARKER: DD = SURVEY DISK
 DM6159_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DM6159_SP_SET: BRIDGE ABUTMENT
 DM6159_STAMPING: 2780 AF 2002
 DM6159_MARK LOGO: MNDT
 DM6159_MAGNETIC: N = NO MAGNETIC MATERIAL
 DM6159_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DM6159_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DM6159+SATELLITE: SATELLITE OBSERVATIONS - December 10, 2015
 DM6159
 DM6159  HISTORY     - Date     Condition        Report By
 DM6159  HISTORY     - 20020401 MONUMENTED       MNDT
 DM6159  HISTORY     - 20080612 GOOD             MNDT
 DM6159  HISTORY     - 20130912 GOOD             MNDT
 DM6159  HISTORY     - 20140902 GOOD             MNDT
 DM6159  HISTORY     - 20151210 GOOD             MNDT
 DM6159
 DM6159                          STATION DESCRIPTION
 DM6159
 DM6159'DESCRIBED BY MN DEPT OF TRANSP 2008 (DAS)
 DM6159'THE MARK IS IN MAPLE GROVE.
 DM6159'
 DM6159'TO REACH THE MARK GO 0.25 MI (0.4 KM) NORTHWEST ALONG TRUNK HIGHWAY 94
 DM6159'FROM THE JUNCTION OF WEAVER LAKE ROAD (COUNTY ROAD 109) AND TRUNK
 DM6159'HIGHWAY 94, AT TRUNK HIGHWAY 94 MILE POINT 215.15.
 DM6159'
 DM6159'IS IN IN BRIDGE WING WALL IN SOUTHEAST CORNER OF TRUNK 94 BRIDGE
 DM6159'NUMBER 27962 OVER RIVER.
 DM6159
 DM6159                          STATION RECOVERY (2013)
 DM6159
 DM6159'RECOVERY NOTE BY MN DEPT OF TRANSP 2013 (KMS)
 DM6159'IN MAPLE GROVE, IN BRIDGE WING WALL IN SOUTHEAST CORNER OF INTERSTATE
 DM6159'HIGHWAY 94 BRIDGE NUMBER 27962 OVER RIVER, 0.25 MILE NORTHWEST ALONG
 DM6159'INTERSTATE HIGHWAY 94 FROM JUNCTION OF WEAVER LAKE ROAD/ COUNTY ROAD
 DM6159'109 AND INTERSTATE HIGHWAY 94, AT INTERSTATE HIGHWAY 94 MILEPOINT
 DM6159'215.15, 24.0 FEET NORTHEAST OF WESTBOUND INTERSTATE HIGHWAY 94
 DM6159'FOGLINE.
 DM6159
 DM6159                          STATION RECOVERY (2014)
 DM6159
 DM6159'RECOVERY NOTE BY MN DEPT OF TRANSP 2014 (MPP)
 DM6159'THE STATION IS LOCATED ABOUT 7.0 MI (11.3 KM) SOUTHEAST OF ROGERS, 5.5
 DM6159'MI (8.8 KM) NORTH-NORTHEAST OF HAMEL AND 3.2 MI (5.1 KM)
 DM6159'WEST-SOUTHWEST OF OSSEO.
 DM6159'
 DM6159'TO REACH THE MARK IN BRIDGE WING WALL IN SOUTHEAST CORNER OF
 DM6159'INTERSTATE HIGHWAY 94 BRIDGE NUMBER 27962 OVER RIVER, 0.25 MI (0.4 KM)
 DM6159'NORTHWEST ALONG INTERSTATE HIGHWAY 94 FROM THE JUNCTION OF WEAVER LAKE
 DM6159'ROAD/COUNTY ROAD 109 AND INTERSTATE HIGHWAY 94, AT INTERSTATE HIGHWAY
 DM6159'94 MILE POINT 215.15.
 DM6159'
 DM6159'THE MARK IS LOCATED 24.0 FT (7.3 M) NORTHEAST OF WESTBOUND INTERSTATE
 DM6159'HIGHWAY 94 FOG LINE.
 DM6159
 DM6159                          STATION RECOVERY (2015)
 DM6159
 DM6159'RECOVERY NOTE BY MN DEPT OF TRANSP 2015 (DAS)
 DM6159'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DP9050 ***********************************************************************
 DP9050  DESIGNATION -  2780 AG
 DP9050  PID         -  DP9050
 DP9050  STATE/COUNTY-  MN/HENNEPIN
 DP9050  COUNTRY     -  US
 DP9050  USGS QUAD   -  OSSEO (2019)
 DP9050
 DP9050                         *CURRENT SURVEY CONTROL
 DP9050  ______________________________________________________________________
 DP9050* NAD 83(2011) POSITION- 45 06 21.86471(N) 093 27 42.02125(W)   ADJUSTED
 DP9050* NAD 83(2011) ELLIP HT-   247.356 (meters)        (07/18/16)   ADJUSTED
 DP9050* NAD 83(2011) EPOCH   -  2010.00
 DP9050* NAVD 88 ORTHO HEIGHT -   274.926 (meters)      901.99  (feet) ADJUSTED
 DP9050  ______________________________________________________________________
 DP9050  GEOID HEIGHT    -        -27.575 (meters)                     GEOID18
 DP9050  NAD 83(2011) X  -   -272,282.672 (meters)                     COMP
 DP9050  NAD 83(2011) Y  - -4,501,194.366 (meters)                     COMP
 DP9050  NAD 83(2011) Z  -  4,495,851.470 (meters)                     COMP
 DP9050  LAPLACE CORR    -          5.43  (seconds)                    DEFLEC18
 DP9050  DYNAMIC HEIGHT  -        274.911 (meters)      901.94  (feet) COMP
 DP9050  MODELED GRAVITY -    980,554.4   (mgal)                       NAVD 88
 DP9050
 DP9050  VERT ORDER      -  SECOND    CLASS I
 DP9050
 DP9050  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DP9050  Standards:
 DP9050         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DP9050            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DP9050  -------------------------------------------------------------------
 DP9050  NETWORK    0.42   1.10           0.19   0.15   0.56     -0.00819800
 DP9050  -------------------------------------------------------------------
 DP9050  Click here for local accuracies and other accuracy information.
 DP9050
 DP9050.The horizontal coordinates were established by GPS observations
 DP9050.and adjusted by the MN DEPT OF TRANSP in July 2016.
 DP9050
 DP9050.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DP9050.been affixed to the stable North American tectonic plate. See 
 DP9050.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DP9050
 DP9050.The horizontal coordinates are valid at the epoch date displayed above
 DP9050.which is a decimal equivalence of Year/Month/Day.
 DP9050
 DP9050.The orthometric height was determined by differential leveling and
 DP9050.adjusted by the NATIONAL GEODETIC SURVEY
 DP9050.in September 2016.
 DP9050
 DP9050.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP9050.GEOID18 height accuracy estimate available here.
 DP9050
 DP9050.Click photographs - Photos may exist for this station.
 DP9050
 DP9050.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DP9050
 DP9050.The Laplace correction was computed from DEFLEC18 derived deflections.
 DP9050
 DP9050.The ellipsoidal height was determined by GPS observations
 DP9050.and is referenced to NAD 83.
 DP9050
 DP9050.The dynamic height is computed by dividing the NAVD 88
 DP9050.geopotential number by the normal gravity value computed on the
 DP9050.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP9050.degrees latitude (g = 980.6199 gals.).
 DP9050
 DP9050.The modeled gravity was interpolated from observed gravity values.
 DP9050
 DP9050. The following values were computed from the NAD 83(2011) position.
 DP9050
 DP9050;                    North         East     Units Scale Factor Converg.
 DP9050;SPC MN S     -   334,154.157   842,365.774   MT  0.99997772   +0 22 38.4
 DP9050;SPC MN S     - 1,096,304.10  2,763,661.71   sFT  0.99997772   +0 22 38.4
 DP9050;UTM  15      - 4,994,837.596   463,680.341   MT  0.99961622   -0 19 37.4
 DP9050
 DP9050!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DP9050!SPC MN S     -   0.99996122  x   0.99997772  =   0.99993894
 DP9050!UTM  15      -   0.99996122  x   0.99961622  =   0.99957745
 DP9050
 DP9050_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK6368094837(NAD 83)
 DP9050
 DP9050                          SUPERSEDED SURVEY CONTROL
 DP9050
 DP9050.No superseded survey control is available for this station.
 DP9050
 DP9050_MARKER: I = METAL ROD
 DP9050_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DP9050_STAMPING: 2780 AG 2014
 DP9050_MARK LOGO: MNDT
 DP9050_PROJECTION: RECESSED 3 CENTIMETERS
 DP9050_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DP9050_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DP9050_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP9050+SATELLITE: SATELLITE OBSERVATIONS - April 19, 2016
 DP9050_ROD/PIPE-DEPTH: 7.3 meters
 DP9050
 DP9050  HISTORY     - Date     Condition        Report By
 DP9050  HISTORY     - 20141015 MONUMENTED       MNDT
 DP9050  HISTORY     - 20160419 GOOD             MNDT
 DP9050
 DP9050                          STATION DESCRIPTION
 DP9050
 DP9050'DESCRIBED BY MN DEPT OF TRANSP 2014
 DP9050'THE STATION IS LOCATED ABOUT 7.2 MI (11.6 KM) SOUTHEAST OF ROGERS, 5.5
 DP9050'MI (8.8 KM) NORTHEAST OF HAMEL AND 3.1 MI (5.0 KM) WEST-SOUTHWEST OF
 DP9050'OSSEO.
 DP9050'
 DP9050'TO REACH THE MARK GO 1.35 MI (2.2 KM) NORTHWEST ALONG INTERSTATE
 DP9050'HIGHWAY 94 FROM THE JUNCTION OF INTERSTATE HIGHWAY 94 AND INTERSTATE
 DP9050'HIGHWAY 494/INTERSTATE HIGHWAY 694 IN MAPLE GROVE, AT INTERSTATE
 DP9050'HIGHWAY 94 MILE POINT 215.4.
 DP9050'
 DP9050'THE MARK IS 23.2 FT (7.1 M) NORTHEAST OF WESTBOUND INTERSTATE HIGHWAY
 DP9050'94 FOG LINE, 25.3 FT (7.7 M) SOUTHWEST OF THE FOG LINE OF THE ENTRANCE
 DP9050'RAMP FROM WEAVER LAKE ROAD TO WESTBOUND INTERSTATE HIGHWAY 94, 1.5 FT
 DP9050'(0.5 M) SOUTHWEST OF A WITNESS POST.
 DP9050'
 DP9050'NOTE - THE STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM
 DP9050'ROD DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION REMOVABLE
 DP9050'DISK SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH
 DP9050'PVC PIPE BACK FILLED WITH WASHED SAND.
 DP9050
 DP9050                          STATION RECOVERY (2016)
 DP9050
 DP9050'RECOVERY NOTE BY MN DEPT OF TRANSP 2016 (MXM)
 DP9050'IN MAPLE GROVE, 1.35 MILES NORTHWEST ALONG INTERSTATE HIGHWAY 94 FROM
 DP9050'THE JUNCTION OF INTERSTATE HIGHWAY 94 AND INTERSTATE HIGHWAY
 DP9050'494/INTERSTATE HIGHWAY 694 IN MAPLE GROVE, AT INTERSTATE HIGHWAY 94
 DP9050'MILEPOINT 215.4, 23.2 FEET NORTHEAST OF THE WESTBOUND INTERSTATE
 DP9050'HIGHWAY 94 FOG LINE, 25.3 FEET SOUTHWEST OF THE FOG LINE OF THE
 DP9050'ENTRANCE RAMP FROM WEAVER LAKE ROAD TO WESTBOUND INTERSTATE HIGHWAY
 DP9050'94, 1.5 FEET SOUTHWEST OF THE WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DP9051 ***********************************************************************
 DP9051  DESIGNATION -  2780 AH
 DP9051  PID         -  DP9051
 DP9051  STATE/COUNTY-  MN/HENNEPIN
 DP9051  COUNTRY     -  US
 DP9051  USGS QUAD   -  OSSEO (2019)
 DP9051
 DP9051                         *CURRENT SURVEY CONTROL
 DP9051  ______________________________________________________________________
 DP9051* NAD 83(2011) POSITION- 45 06 54.46437(N) 093 28 33.70900(W)   ADJUSTED
 DP9051* NAD 83(2011) ELLIP HT-   246.408 (meters)        (07/18/16)   ADJUSTED
 DP9051* NAD 83(2011) EPOCH   -  2010.00
 DP9051* NAVD 88 ORTHO HEIGHT -   274.062 (meters)      899.15  (feet) ADJUSTED
 DP9051  ______________________________________________________________________
 DP9051  GEOID HEIGHT    -        -27.665 (meters)                     GEOID18
 DP9051  NAD 83(2011) X  -   -273,367.344 (meters)                     COMP
 DP9051  NAD 83(2011) Y  - -4,500,413.627 (meters)                     COMP
 DP9051  NAD 83(2011) Z  -  4,496,561.061 (meters)                     COMP
 DP9051  LAPLACE CORR    -          5.12  (seconds)                    DEFLEC18
 DP9051  DYNAMIC HEIGHT  -        274.044 (meters)      899.09  (feet) COMP
 DP9051  MODELED GRAVITY -    980,543.9   (mgal)                       NAVD 88
 DP9051
 DP9051  VERT ORDER      -  SECOND    CLASS I
 DP9051
 DP9051  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DP9051  Standards:
 DP9051         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DP9051            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DP9051  -------------------------------------------------------------------
 DP9051  NETWORK    0.45   1.14           0.21   0.15   0.58     -0.01582939
 DP9051  -------------------------------------------------------------------
 DP9051  Click here for local accuracies and other accuracy information.
 DP9051
 DP9051.The horizontal coordinates were established by GPS observations
 DP9051.and adjusted by the MN DEPT OF TRANSP in July 2016.
 DP9051
 DP9051.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DP9051.been affixed to the stable North American tectonic plate. See 
 DP9051.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DP9051
 DP9051.The horizontal coordinates are valid at the epoch date displayed above
 DP9051.which is a decimal equivalence of Year/Month/Day.
 DP9051
 DP9051.The orthometric height was determined by differential leveling and
 DP9051.adjusted by the NATIONAL GEODETIC SURVEY
 DP9051.in September 2016.
 DP9051
 DP9051.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP9051.GEOID18 height accuracy estimate available here.
 DP9051
 DP9051.Click photographs - Photos may exist for this station.
 DP9051
 DP9051.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DP9051
 DP9051.The Laplace correction was computed from DEFLEC18 derived deflections.
 DP9051
 DP9051.The ellipsoidal height was determined by GPS observations
 DP9051.and is referenced to NAD 83.
 DP9051
 DP9051.The dynamic height is computed by dividing the NAVD 88
 DP9051.geopotential number by the normal gravity value computed on the
 DP9051.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP9051.degrees latitude (g = 980.6199 gals.).
 DP9051
 DP9051.The modeled gravity was interpolated from observed gravity values.
 DP9051
 DP9051. The following values were computed from the NAD 83(2011) position.
 DP9051
 DP9051;                    North         East     Units Scale Factor Converg.
 DP9051;SPC MN S     -   335,153.141   841,229.403   MT  0.99997940   +0 22 02.2
 DP9051;SPC MN S     - 1,099,581.60  2,759,933.47   sFT  0.99997940   +0 22 02.2
 DP9051;UTM  15      - 4,995,850.110   462,556.745   MT  0.99961724   -0 20 14.2
 DP9051
 DP9051!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DP9051!SPC MN S     -   0.99996137  x   0.99997940  =   0.99994077
 DP9051!UTM  15      -   0.99996137  x   0.99961724  =   0.99957862
 DP9051
 DP9051_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK6255695850(NAD 83)
 DP9051
 DP9051                          SUPERSEDED SURVEY CONTROL
 DP9051
 DP9051.No superseded survey control is available for this station.
 DP9051
 DP9051_MARKER: I = METAL ROD
 DP9051_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DP9051_STAMPING: 2780 AH 2014
 DP9051_MARK LOGO: MNDT
 DP9051_PROJECTION: RECESSED 3 CENTIMETERS
 DP9051_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DP9051_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DP9051_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP9051+SATELLITE: SATELLITE OBSERVATIONS - April 19, 2016
 DP9051_ROD/PIPE-DEPTH: 4.3 meters
 DP9051
 DP9051  HISTORY     - Date     Condition        Report By
 DP9051  HISTORY     - 20141015 MONUMENTED       MNDT
 DP9051  HISTORY     - 20160419 GOOD             MNDT
 DP9051
 DP9051                          STATION DESCRIPTION
 DP9051
 DP9051'DESCRIBED BY MN DEPT OF TRANSP 2014
 DP9051'THE STATION IS LOCATED ABOUT 6.3 MI (10.1 KM) SOUTHEAST OF ROGERS, 5.7
 DP9051'MI (9.2 KM) NORTH-NORTHEAST OF HAMEL AND 3.6 MI (5.8 KM) WEST OF
 DP9051'OSSEO.
 DP9051'
 DP9051'TO REACH THE MARK GO 2.25 MI (3.6 KM) NORTHWEST ALONG INTERSTATE
 DP9051'HIGHWAY 94 FROM THE JUNCTION OF INTERSTATE HIGHWAY 94 AND INTERSTATE
 DP9051'HIGHWAY 494 AND INTERSTATE HIGHWAY 694 IN MAPLE GROVE, AT INTERSTATE
 DP9051'HIGHWAY 94 MILE POINT 214.5.
 DP9051'
 DP9051'THE MARK IS LOCATED 32.6 FT (9.9 M) NORTHEAST OF WESTBOUND INTERSTATE
 DP9051'HIGHWAY 94 FOG LINE, 34.2 FT (10.4 M) SOUTHWEST OF GUARD RAIL, 1.5 FT
 DP9051'(0.5 M) SOUTHWEST OF A WITNESS POST.
 DP9051'
 DP9051'NOTE - THE STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM
 DP9051'ROD DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION REMOVABLE
 DP9051'DISK SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH
 DP9051'PVC PIPE BACK FILLED WITH WASHED SAND.
 DP9051
 DP9051                          STATION RECOVERY (2016)
 DP9051
 DP9051'RECOVERY NOTE BY MN DEPT OF TRANSP 2016 (MXM)
 DP9051'IN MAPLE GROVE, 2.25 MILES NORTHWEST ALONG INTERSTATE HIGHWAY 94 FROM
 DP9051'THE JUNCTION OF INTERSTATE HIGHWAY 94 AND INTERSTATE HIGHWAY 494 AND
 DP9051'INTERSTATE HIGHWAY 694 IN MAPLE GROVE, AT INTERSTATE HIGHWAY 94
 DP9051'MILEPOINT 214.5, 32.6 FEET NORTHEAST OF THE WESTBOUND INTERSTATE
 DP9051'HIGHWAY 94 FOG LINE, 34.2 FEET SOUTHWEST OF THE GUARD RAIL, 1.5 FEET
 DP9051'SOUTHWEST OF THE WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DP9054 ***********************************************************************
 DP9054  DESIGNATION -  2780 AJ
 DP9054  PID         -  DP9054
 DP9054  STATE/COUNTY-  MN/HENNEPIN
 DP9054  COUNTRY     -  US
 DP9054  USGS QUAD   -  ANOKA (2019)
 DP9054
 DP9054                         *CURRENT SURVEY CONTROL
 DP9054  ______________________________________________________________________
 DP9054* NAD 83(2011) POSITION- 45 08 25.67201(N) 093 29 45.56223(W)   ADJUSTED
 DP9054* NAD 83(2011) ELLIP HT-   252.294 (meters)        (07/18/16)   ADJUSTED
 DP9054* NAD 83(2011) EPOCH   -  2010.00
 DP9054* NAVD 88 ORTHO HEIGHT -   280.150 (meters)      919.13  (feet) ADJUSTED
 DP9054  ______________________________________________________________________
 DP9054  GEOID HEIGHT    -        -27.853 (meters)                     GEOID18
 DP9054  NAD 83(2011) X  -   -274,813.638 (meters)                     COMP
 DP9054  NAD 83(2011) Y  - -4,498,330.513 (meters)                     COMP
 DP9054  NAD 83(2011) Z  -  4,498,551.821 (meters)                     COMP
 DP9054  LAPLACE CORR    -          3.61  (seconds)                    DEFLEC18
 DP9054  DYNAMIC HEIGHT  -        280.125 (meters)      919.04  (feet) COMP
 DP9054  MODELED GRAVITY -    980,523.0   (mgal)                       NAVD 88
 DP9054
 DP9054  VERT ORDER      -  SECOND    CLASS I
 DP9054
 DP9054  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DP9054  Standards:
 DP9054         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DP9054            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DP9054  -------------------------------------------------------------------
 DP9054  NETWORK    0.47   1.14           0.21   0.17   0.58     -0.02821627
 DP9054  -------------------------------------------------------------------
 DP9054  Click here for local accuracies and other accuracy information.
 DP9054
 DP9054.The horizontal coordinates were established by GPS observations
 DP9054.and adjusted by the MN DEPT OF TRANSP in July 2016.
 DP9054
 DP9054.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DP9054.been affixed to the stable North American tectonic plate. See 
 DP9054.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DP9054
 DP9054.The horizontal coordinates are valid at the epoch date displayed above
 DP9054.which is a decimal equivalence of Year/Month/Day.
 DP9054
 DP9054.The orthometric height was determined by differential leveling and
 DP9054.adjusted by the NATIONAL GEODETIC SURVEY
 DP9054.in September 2016.
 DP9054
 DP9054.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP9054.GEOID18 height accuracy estimate available here.
 DP9054
 DP9054.Click photographs - Photos may exist for this station.
 DP9054
 DP9054.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DP9054
 DP9054.The Laplace correction was computed from DEFLEC18 derived deflections.
 DP9054
 DP9054.The ellipsoidal height was determined by GPS observations
 DP9054.and is referenced to NAD 83.
 DP9054
 DP9054.The dynamic height is computed by dividing the NAVD 88
 DP9054.geopotential number by the normal gravity value computed on the
 DP9054.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP9054.degrees latitude (g = 980.6199 gals.).
 DP9054
 DP9054.The modeled gravity was interpolated from observed gravity values.
 DP9054
 DP9054. The following values were computed from the NAD 83(2011) position.
 DP9054
 DP9054;                    North         East     Units Scale Factor Converg.
 DP9054;SPC MN S     -   337,958.799   839,641.539   MT  0.99998424   +0 21 11.8
 DP9054;SPC MN S     - 1,108,786.49  2,754,723.95   sFT  0.99998424   +0 21 11.8
 DP9054;UTM  15      - 4,998,674.057   461,004.073   MT  0.99961870   -0 21 05.7
 DP9054
 DP9054!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DP9054!SPC MN S     -   0.99996045  x   0.99998424  =   0.99994469
 DP9054!UTM  15      -   0.99996045  x   0.99961870  =   0.99957916
 DP9054
 DP9054_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK6100498674(NAD 83)
 DP9054
 DP9054                          SUPERSEDED SURVEY CONTROL
 DP9054
 DP9054.No superseded survey control is available for this station.
 DP9054
 DP9054_MARKER: I = METAL ROD
 DP9054_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DP9054_STAMPING: 2780 AJ 2014
 DP9054_MARK LOGO: MNDT
 DP9054_PROJECTION: RECESSED 3 CENTIMETERS
 DP9054_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DP9054_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DP9054_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP9054+SATELLITE: SATELLITE OBSERVATIONS - April 19, 2016
 DP9054_ROD/PIPE-DEPTH: 5.8 meters
 DP9054
 DP9054  HISTORY     - Date     Condition        Report By
 DP9054  HISTORY     - 20141015 MONUMENTED       MNDT
 DP9054  HISTORY     - 20160419 GOOD             MNDT
 DP9054
 DP9054                          STATION DESCRIPTION
 DP9054
 DP9054'DESCRIBED BY MN DEPT OF TRANSP 2014
 DP9054'THE STATION IS LOCATED ABOUT 6.6 MI (10.6 KM) SOUTHWEST OF ANOKA, 4.8
 DP9054'MI (7.7 KM) WEST-NORTHWEST OF OSSEO AND 4.3 MI (6.9 KM) SOUTHEAST OF
 DP9054'ROGERS.
 DP9054'
 DP9054'TO REACH THE MARK GO 4.3 MI (6.9 KM) NORTHWEST ALONG INTERSTATE
 DP9054'HIGHWAY 94 FROM THE JUNCTION OF INTERSTATE HIGHWAY 94 AND INTERSTATE
 DP9054'HIGHWAY 494 AND INTERSTATE HIGHWAY 694 IN MAPLE GROVE, AT INTERSTATE
 DP9054'HIGHWAY 94 MILE POINT 212.45.
 DP9054'
 DP9054'THE MARK IS 44.5 FT (13.6 M) NORTHEAST OF WESTBOUND INTERSTATE HIGHWAY
 DP9054'94 FOG LINE, 65.0 FT (19.8 M) SOUTHWEST OF RIGHT-OF-WAY FENCE, 1.5 FT
 DP9054'(0.5 M) SOUTHWEST OF A WITNESS POST.
 DP9054'
 DP9054'NOTE - THE STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM
 DP9054'ROD DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION REMOVABLE
 DP9054'DISK SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH
 DP9054'PVC PIPE BACK FILLED WITH WASHED SAND.
 DP9054
 DP9054                          STATION RECOVERY (2016)
 DP9054
 DP9054'RECOVERY NOTE BY MN DEPT OF TRANSP 2016 (MXM)
 DP9054'IN MAPLE GROVE, 4.3 MILES NORTHWEST ALONG INTERSTATE HIGHWAY 94 FROM
 DP9054'THE JUNCTION OF INTERSTATE HIGHWAY 94 AND INTERSTATE HIGHWAY 494 AND
 DP9054'INTERSTATE HIGHWAY 694 IN MAPLE GROVE, AT INTERSTATE HIGHWAY 94
 DP9054'MILEPOINT 212.45, 44.5 FEET NORTHEAST OF THE WESTBOUND INTERSTATE
 DP9054'HIGHWAY 94 FOG LINE, 65.0 FEET SOUTHWEST OF THE RIGHT-OF-WAY FENCE,
 DP9054'1.5 FEET SOUTHWEST OF THE WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DP9055 ***********************************************************************
 DP9055  DESIGNATION -  2780 AK
 DP9055  PID         -  DP9055
 DP9055  STATE/COUNTY-  MN/HENNEPIN
 DP9055  COUNTRY     -  US
 DP9055  USGS QUAD   -  ROGERS (2019)
 DP9055
 DP9055                         *CURRENT SURVEY CONTROL
 DP9055  ______________________________________________________________________
 DP9055* NAD 83(1986) POSITION- 45 09 46.31   (N) 093 31 11.18   (W)   HD_HELD1
 DP9055* NAVD 88 ORTHO HEIGHT -   281.594 (meters)      923.86  (feet) ADJUSTED
 DP9055  ______________________________________________________________________
 DP9055  GEOID HEIGHT    -        -27.979 (meters)                     GEOID18
 DP9055  DYNAMIC HEIGHT  -        281.568 (meters)      923.78  (feet) COMP
 DP9055  MODELED GRAVITY -    980,515.6   (mgal)                       NAVD 88
 DP9055
 DP9055  VERT ORDER      -  SECOND    CLASS I
 DP9055
 DP9055.The horizontal coordinates were determined by differentially corrected
 DP9055.hand held GPS observations or other comparable positioning techniques
 DP9055.and have an estimated accuracy of +/- 3 meters.
 DP9055
 DP9055.The orthometric height was determined by differential leveling and
 DP9055.adjusted by the NATIONAL GEODETIC SURVEY
 DP9055.in September 2016.
 DP9055
 DP9055.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP9055.GEOID18 height accuracy estimate available here.
 DP9055
 DP9055.Click photographs - Photos may exist for this station.
 DP9055
 DP9055.The dynamic height is computed by dividing the NAVD 88
 DP9055.geopotential number by the normal gravity value computed on the
 DP9055.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP9055.degrees latitude (g = 980.6199 gals.).
 DP9055
 DP9055.The modeled gravity was interpolated from observed gravity values.
 DP9055
 DP9055;                    North         East    Units  Estimated Accuracy
 DP9055;SPC MN S     -   340,436.8     837,756.4     MT  (+/- 3 meters HH1 GPS) 
 DP9055
 DP9055_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL5915001174(NAD 83)
 DP9055
 DP9055                          SUPERSEDED SURVEY CONTROL
 DP9055
 DP9055.No superseded survey control is available for this station.
 DP9055
 DP9055_MARKER: F = FLANGE-ENCASED ROD
 DP9055_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DP9055_STAMPING: 2780 AK 2014
 DP9055_MARK LOGO: MNDT
 DP9055_PROJECTION: RECESSED 5 CENTIMETERS
 DP9055_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DP9055_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DP9055_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP9055+SATELLITE: SATELLITE OBSERVATIONS - October 16, 2014
 DP9055_ROD/PIPE-DEPTH: 5.8 meters
 DP9055
 DP9055  HISTORY     - Date     Condition        Report By
 DP9055  HISTORY     - 20141016 MONUMENTED       MNDT
 DP9055
 DP9055                          STATION DESCRIPTION
 DP9055
 DP9055'DESCRIBED BY MN DEPT OF TRANSP 2014
 DP9055'THE STATION IS LOCATED ABOUT 6.9 MI (11.1 KM) WEST-SOUTHWEST OF ANOKA,
 DP9055'6.5 MI (10.5 KM) WEST-NORTHWEST OF OSSEO AND 2.4 MI (3.9 KM) SOUTHEAST
 DP9055'OF ROGERS.
 DP9055'
 DP9055'TO REACH THE MARK GO 6.25 MI (10.1 KM) NORTHWEST ALONG INTERSTATE
 DP9055'HIGHWAY 94 FROM THE JUNCTION OF INTERSTATE HIGHWAY 94 AND INTERSTATE
 DP9055'HIGHWAY 494 AND INTERSTATE HIGHWAY 694 IN MAPLE GROVE, AT INTERSTATE
 DP9055'HIGHWAY 94 MILE POINT 210.45.
 DP9055'
 DP9055'THE MARK IS LOCATED 34.2 FT (10.4 M) NORTHEAST OF WESTBOUND INTERSTATE
 DP9055'HIGHWAY 94 FOG LINE, 1.5 FT (0.5 M) SOUTHWEST OF A WITNESS POST.
 DP9055'
 DP9055'NOTE - THE STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM
 DP9055'ROD DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION REMOVABLE
 DP9055'DISK SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH
 DP9055'PVC PIPE BACK FILLED WITH WASHED SAND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DP9056 ***********************************************************************
 DP9056  DESIGNATION -  2780 AL
 DP9056  PID         -  DP9056
 DP9056  STATE/COUNTY-  MN/HENNEPIN
 DP9056  COUNTRY     -  US
 DP9056  USGS QUAD   -  ROGERS (2019)
 DP9056
 DP9056                         *CURRENT SURVEY CONTROL
 DP9056  ______________________________________________________________________
 DP9056* NAD 83(2011) POSITION- 45 10 51.29817(N) 093 31 58.98017(W)   ADJUSTED
 DP9056* NAD 83(2011) ELLIP HT-   264.131 (meters)        (07/18/16)   ADJUSTED
 DP9056* NAD 83(2011) EPOCH   -  2010.00
 DP9056* NAVD 88 ORTHO HEIGHT -   292.179 (meters)      958.59  (feet) ADJUSTED
 DP9056  ______________________________________________________________________
 DP9056  GEOID HEIGHT    -        -28.046 (meters)                     GEOID18
 DP9056  NAD 83(2011) X  -   -277,527.290 (meters)                     COMP
 DP9056  NAD 83(2011) Y  - -4,494,978.305 (meters)                     COMP
 DP9056  NAD 83(2011) Z  -  4,501,730.283 (meters)                     COMP
 DP9056  LAPLACE CORR    -         -0.07  (seconds)                    DEFLEC18
 DP9056  DYNAMIC HEIGHT  -        292.151 (meters)      958.50  (feet) COMP
 DP9056  MODELED GRAVITY -    980,514.2   (mgal)                       NAVD 88
 DP9056
 DP9056  VERT ORDER      -  SECOND    CLASS I
 DP9056
 DP9056  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DP9056  Standards:
 DP9056         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DP9056            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DP9056  -------------------------------------------------------------------
 DP9056  NETWORK    0.46   1.16           0.20   0.17   0.59      0.00892021
 DP9056  -------------------------------------------------------------------
 DP9056  Click here for local accuracies and other accuracy information.
 DP9056
 DP9056.The horizontal coordinates were established by GPS observations
 DP9056.and adjusted by the MN DEPT OF TRANSP in July 2016.
 DP9056
 DP9056.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DP9056.been affixed to the stable North American tectonic plate. See 
 DP9056.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DP9056
 DP9056.The horizontal coordinates are valid at the epoch date displayed above
 DP9056.which is a decimal equivalence of Year/Month/Day.
 DP9056
 DP9056.The orthometric height was determined by differential leveling and
 DP9056.adjusted by the NATIONAL GEODETIC SURVEY
 DP9056.in September 2016.
 DP9056
 DP9056.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP9056.GEOID18 height accuracy estimate available here.
 DP9056
 DP9056.Click photographs - Photos may exist for this station.
 DP9056
 DP9056.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DP9056
 DP9056.The Laplace correction was computed from DEFLEC18 derived deflections.
 DP9056
 DP9056.The ellipsoidal height was determined by GPS observations
 DP9056.and is referenced to NAD 83.
 DP9056
 DP9056.The dynamic height is computed by dividing the NAVD 88
 DP9056.geopotential number by the normal gravity value computed on the
 DP9056.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP9056.degrees latitude (g = 980.6199 gals.).
 DP9056
 DP9056.The modeled gravity was interpolated from observed gravity values.
 DP9056
 DP9056. The following values were computed from the NAD 83(2011) position.
 DP9056
 DP9056;                    North         East     Units Scale Factor Converg.
 DP9056;SPC MN S     -   342,436.958   836,700.998   MT  0.99999239   +0 19 38.3
 DP9056;SPC MN S     - 1,123,478.59  2,745,076.52   sFT  0.99999239   +0 19 38.3
 DP9056;UTM  15      - 5,003,186.403   458,119.928   MT  0.99962157   -0 22 41.2
 DP9056
 DP9056!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DP9056!SPC MN S     -   0.99995859  x   0.99999239  =   0.99995098
 DP9056!UTM  15      -   0.99995859  x   0.99962157  =   0.99958018
 DP9056
 DP9056_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL5811903186(NAD 83)
 DP9056
 DP9056                          SUPERSEDED SURVEY CONTROL
 DP9056
 DP9056.No superseded survey control is available for this station.
 DP9056
 DP9056_MARKER: I = METAL ROD
 DP9056_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DP9056_STAMPING: 2780 AL 2014
 DP9056_MARK LOGO: MNDT
 DP9056_PROJECTION: RECESSED 3 CENTIMETERS
 DP9056_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DP9056_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DP9056_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP9056+SATELLITE: SATELLITE OBSERVATIONS - April 19, 2016
 DP9056_ROD/PIPE-DEPTH: 5.8 meters
 DP9056
 DP9056  HISTORY     - Date     Condition        Report By
 DP9056  HISTORY     - 20141016 MONUMENTED       MNDT
 DP9056  HISTORY     - 20160419 GOOD             MNDT
 DP9056
 DP9056                          STATION DESCRIPTION
 DP9056
 DP9056'DESCRIBED BY MN DEPT OF TRANSP 2014
 DP9056'THE STATION IS LOCATED ABOUT 7.2 MI (11.6 KM) WEST OF ANOKA, 6.7 MI
 DP9056'(10.8 KM) EAST-SOUTHEAST OF SAINT MICHAEL AND 1.1 MI (1.8 KM)
 DP9056'EAST-SOUTHEAST OF ROGERS.
 DP9056'
 DP9056'TO REACH THE MARK GO 1.35 MI (2.2 KM) SOUTHEAST ALONG INTERSTATE
 DP9056'HIGHWAY 94 FROM THE JUNCTION OF INTERSTATE HIGHWAY 94 AND TRUNK
 DP9056'HIGHWAY 101/COUNTY ROAD 81 IN ROGERS, AT INTERSTATE HIGHWAY 94 MILE
 DP9056'POINT 209.05.
 DP9056'
 DP9056'THE MARK IS 41.3 FT (12.6 M) NORTHEAST OF WESTBOUND INTERSTATE HIGHWAY
 DP9056'94 FOG LINE, 1.5 FT (0.5 M) SOUTHWEST OF A WITNESS POST.
 DP9056'
 DP9056'NOTE - THE STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM
 DP9056'ROD DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION REMOVABLE
 DP9056'DISK SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH
 DP9056'PVC PIPE BACK FILLED WITH WASHED SAND.
 DP9056
 DP9056                          STATION RECOVERY (2016)
 DP9056
 DP9056'RECOVERY NOTE BY MN DEPT OF TRANSP 2016 (MXM)
 DP9056'IN ROGERS, 1.35 MILES SOUTHEAST ALONG INTERSTATE HIGHWAY 94 FROM THE
 DP9056'JUNCTION OF INTERSTATE HIGHWAY 94 AND TRUNK HIGHWAY 101/COUNTY ROAD 81
 DP9056'IN ROGERS, AT INTERSTATE HIGHWAY 94 MILEPOINT 209.05, 41.3 FEET
 DP9056'NORTHEAST OF THE WESTBOUND INTERSTATE HIGHWAY 94 FOG LINE, 1.5 FEET
 DP9056'SOUTHWEST OF THE WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DQ5255 ***********************************************************************
 DQ5255  DESIGNATION -  2780 AM
 DQ5255  PID         -  DQ5255
 DQ5255  STATE/COUNTY-  MN/HENNEPIN
 DQ5255  COUNTRY     -  US
 DQ5255  USGS QUAD   -  ROGERS (2019)
 DQ5255
 DQ5255                         *CURRENT SURVEY CONTROL
 DQ5255  ______________________________________________________________________
 DQ5255* NAD 83(1986) POSITION- 45 12 09.02   (N) 093 34 15.71   (W)   HD_HELD1
 DQ5255* NAVD 88 ORTHO HEIGHT -   277.961 (meters)      911.94  (feet) ADJUSTED
 DQ5255  ______________________________________________________________________
 DQ5255  GEOID HEIGHT    -        -28.096 (meters)                     GEOID18
 DQ5255  DYNAMIC HEIGHT  -        277.935 (meters)      911.86  (feet) COMP
 DQ5255  MODELED GRAVITY -    980,515.6   (mgal)                       NAVD 88
 DQ5255
 DQ5255  VERT ORDER      -  SECOND    CLASS I
 DQ5255
 DQ5255.The horizontal coordinates were determined by differentially corrected
 DQ5255.hand held GPS observations or other comparable positioning techniques
 DQ5255.and have an estimated accuracy of +/- 3 meters.
 DQ5255
 DQ5255.The orthometric height was determined by differential leveling and
 DQ5255.adjusted by the NATIONAL GEODETIC SURVEY
 DQ5255.in April 2021.
 DQ5255
 DQ5255.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ5255.GEOID18 height accuracy estimate available here.
 DQ5255
 DQ5255.Click photographs - Photos may exist for this station.
 DQ5255
 DQ5255.The dynamic height is computed by dividing the NAVD 88
 DQ5255.geopotential number by the normal gravity value computed on the
 DQ5255.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ5255.degrees latitude (g = 980.6199 gals.).
 DQ5255
 DQ5255.The modeled gravity was interpolated from observed gravity values.
 DQ5255
 DQ5255;                    North         East    Units  Estimated Accuracy
 DQ5255;SPC MN S     -   344,819.9     833,703.3     MT  (+/- 3 meters HH1 GPS) 
 DQ5255
 DQ5255_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL5515205605(NAD 83)
 DQ5255
 DQ5255                          SUPERSEDED SURVEY CONTROL
 DQ5255
 DQ5255.No superseded survey control is available for this station.
 DQ5255
 DQ5255_MARKER: F = FLANGE-ENCASED ROD
 DQ5255_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DQ5255_STAMPING: 2780 AM 2016
 DQ5255_MARK LOGO: MNDT
 DQ5255_PROJECTION: RECESSED 5 CENTIMETERS
 DQ5255_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DQ5255_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ5255_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ5255+SATELLITE: SATELLITE OBSERVATIONS - October 19, 2016
 DQ5255_ROD/PIPE-DEPTH: 10.7 meters
 DQ5255
 DQ5255  HISTORY     - Date     Condition        Report By
 DQ5255  HISTORY     - 20161019 MONUMENTED       MNDT
 DQ5255
 DQ5255                          STATION DESCRIPTION
 DQ5255
 DQ5255'DESCRIBED BY MN DEPT OF TRANSP 2016
 DQ5255'THE STATION IS LOCATED ABOUT 7.0 MI (11.3 KM) SOUTH OF ELK RIVER, 4.6
 DQ5255'MI (7.4 KM) EAST OF SAINT MICHAEL AND 1.3 MI (2.1 KM) NORTHWEST OF
 DQ5255'ROGERS.
 DQ5255'
 DQ5255'TO REACH THE GO 1.1 MI (1.8 KM) NORTHWEST ALONG INTERSTATE HIGHWAY 94
 DQ5255'FROM THE JUNCTION OF INTERSTATE HIGHWAY 94 AND TRUNK HIGHWAY 101 IN
 DQ5255'ROGERS, AT INTERSTATE HIGHWAY 94 MILE POINT 106.70.
 DQ5255'
 DQ5255'THE MARK IS LOCATED ABOUT 80 FT (24.4 M) SOUTHWEST OF EASTBOUND
 DQ5255'INTERSTATE HIGHWAY 94, 90.0 FT (27.4 M) SOUTH OF SOUTHWEST POST FOR
 DQ5255'FOOD EXIT (207A-B), 11.6 FT (3.5 M) NORTHEAST OF RIGHT-OF-WAY FENCE
 DQ5255'LINE, 1.5 FT (0.5 M) NORTHEAST OF A WITNESS POST.
 DQ5255'
 DQ5255'NOTE-THE STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM ROD
 DQ5255'DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION REMOVABLE DISK
 DQ5255'SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH PVC
 DQ5255'PIPE BACK FILLED WITH WASHED SAND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 QO1345 ***********************************************************************
 QO1345  DESIGNATION -  2780 B
 QO1345  PID         -  QO1345
 QO1345  STATE/COUNTY-  MN/HENNEPIN
 QO1345  COUNTRY     -  US
 QO1345  USGS QUAD   -  OSSEO (2019)
 QO1345
 QO1345                         *CURRENT SURVEY CONTROL
 QO1345  ______________________________________________________________________
 QO1345* NAD 83(2011) POSITION- 45 05 56.29559(N) 093 27 09.12769(W)   ADJUSTED
 QO1345* NAD 83(2011) ELLIP HT-   258.097 (meters)        (06/27/12)   ADJUSTED
 QO1345* NAD 83(2011) EPOCH   -  2010.00
 QO1345* NAVD 88 ORTHO HEIGHT -   285.588 (meters)      936.97  (feet) ADJUSTED
 QO1345  ______________________________________________________________________
 QO1345  GEOID HEIGHT    -        -27.508 (meters)                     GEOID18
 QO1345  NAD 83(2011) X  -   -271,598.982 (meters)                     COMP
 QO1345  NAD 83(2011) Y  - -4,501,803.444 (meters)                     COMP
 QO1345  NAD 83(2011) Z  -  4,495,301.915 (meters)                     COMP
 QO1345  LAPLACE CORR    -          5.17  (seconds)                    DEFLEC18
 QO1345  DYNAMIC HEIGHT  -        285.573 (meters)      936.92  (feet) COMP
 QO1345  MODELED GRAVITY -    980,559.5   (mgal)                       NAVD 88
 QO1345
 QO1345  VERT ORDER      -  SECOND    CLASS I
 QO1345
 QO1345  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 QO1345  Standards:
 QO1345         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 QO1345            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 QO1345  -------------------------------------------------------------------
 QO1345  NETWORK    0.26   0.41           0.12   0.09   0.21     -0.00880872
 QO1345  -------------------------------------------------------------------
 QO1345  Click here for local accuracies and other accuracy information.
 QO1345
 QO1345.The horizontal coordinates were established by GPS observations
 QO1345.and adjusted by the National Geodetic Survey in June 2012.
 QO1345
 QO1345.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 QO1345.been affixed to the stable North American tectonic plate. See 
 QO1345.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 QO1345
 QO1345.The horizontal coordinates are valid at the epoch date displayed above
 QO1345.which is a decimal equivalence of Year/Month/Day.
 QO1345
 QO1345.The orthometric height was determined by differential leveling and
 QO1345.adjusted by the NATIONAL GEODETIC SURVEY
 QO1345.in September 2013.
 QO1345
 QO1345.Significant digits in the geoid height do not necessarily reflect accuracy.
 QO1345.GEOID18 height accuracy estimate available here.
 QO1345
 QO1345.Click photographs - Photos may exist for this station.
 QO1345
 QO1345.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 QO1345
 QO1345.The Laplace correction was computed from DEFLEC18 derived deflections.
 QO1345
 QO1345.The ellipsoidal height was determined by GPS observations
 QO1345.and is referenced to NAD 83.
 QO1345
 QO1345.The dynamic height is computed by dividing the NAVD 88
 QO1345.geopotential number by the normal gravity value computed on the
 QO1345.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QO1345.degrees latitude (g = 980.6199 gals.).
 QO1345
 QO1345.The modeled gravity was interpolated from observed gravity values.
 QO1345
 QO1345. The following values were computed from the NAD 83(2011) position.
 QO1345
 QO1345;                    North         East     Units Scale Factor Converg.
 QO1345;SPC MN S     -   333,369.637   843,090.129   MT  0.99997641   +0 23 01.4
 QO1345;SPC MN S     - 1,093,730.22  2,766,038.20   sFT  0.99997641   +0 23 01.4
 QO1345;UTM  15      - 4,994,044.518   464,394.740   MT  0.99961559   -0 19 14.0
 QO1345
 QO1345!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QO1345!SPC MN S     -   0.99995954  x   0.99997641  =   0.99993595
 QO1345!UTM  15      -   0.99995954  x   0.99961559  =   0.99957514
 QO1345
 QO1345_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK6439494044(NAD 83)
 QO1345
 QO1345                          SUPERSEDED SURVEY CONTROL
 QO1345
 QO1345  NAD 83(2007)-  45 05 56.29587(N)    093 27 09.12856(W) AD(2002.00) 1
 QO1345  ELLIP H (10/05/09)  258.108  (m)                       GP(2002.00) 3 2
 QO1345  NAVD 88             285.58   (m)          936.9    (f) LEVELING    3  
 QO1345  NAVD 88 (06/15/91)  285.619  (m)          937.07   (f) SUPERSEDED  2 1
 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
 QO1345.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QO1345.See file dsdata.pdf to determine how the superseded data were derived.
 QO1345
 QO1345_MARKER: DB = BENCH MARK DISK
 QO1345_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 QO1345_STAMPING: 2780 B 1974
 QO1345_MARK LOGO: MNHD
 QO1345_PROJECTION: PROJECTING 10 CENTIMETERS
 QO1345_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 QO1345_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QO1345_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QO1345+SATELLITE: SATELLITE OBSERVATIONS - September 03, 2014
 QO1345
 QO1345  HISTORY     - Date     Condition        Report By
 QO1345  HISTORY     - 19740401 MONUMENTED       MNHD
 QO1345  HISTORY     - 1977     GOOD             MNDT
 QO1345  HISTORY     - 20041118 GOOD             USPSQD
 QO1345  HISTORY     - 20060629 GOOD             MNDT
 QO1345  HISTORY     - 20071003 GOOD             MNDT
 QO1345  HISTORY     - 20080520 GOOD             MNDT
 QO1345  HISTORY     - 20080520 GOOD             MNDT
 QO1345  HISTORY     - 20130912 GOOD             MNDT
 QO1345  HISTORY     - 20131030 GOOD             MNDT
 QO1345  HISTORY     - 20140903 GOOD             MNDT
 QO1345
 QO1345                          STATION DESCRIPTION
 QO1345
 QO1345'DESCRIBED BY MN DEPT OF TRANSP 1977
 QO1345'IN MAPLE GROVE.
 QO1345'THE MARK IS LOCATED 0.6 MILE NORTHWEST ALONG FAI 94 FROM THE JUNCTION
 QO1345'OF FAI 94 AND FAI 494 IN MAPLE GROVE AND 0.5 MILE SOUTHEAST OF COUNTY
 QO1345'ROAD 9. IT IS 86.6 FT. NORTHEAST OF THE NORTHEAST EDGE OF THE CONCRETE
 QO1345'PAVEMENT OF WESTBOUND FAI 94 AT MILEPOINT 216.05, STENCIL 2110, AND
 QO1345'3.1 FT. SOUTHWEST OF THE RIGHT-OF-WAY FENCE. IT IS 1.1 FT. SOUTHEAST
 QO1345'OF A STEEL WITNESS POST.
 QO1345
 QO1345                          STATION RECOVERY (2004)
 QO1345
 QO1345'RECOVERY NOTE BY US POWER SQUADRON 2004 (NDM)
 QO1345'RECOVERED IN GOOD CONDITION.
 QO1345
 QO1345                          STATION RECOVERY (2006)
 QO1345
 QO1345'RECOVERY NOTE BY MN DEPT OF TRANSP 2006 (MAS)
 QO1345'AT MAPLE GROVE, 0.6 MILES NORTHWEST OF JUNCTION OF INTERSTATE HIGHWAY
 QO1345'94 AND INTERSTATE HIGHWAY 494, AT INTERSTATE HIGHWAY 94 MILEPOINT
 QO1345'216.05, BY CHAMPS RESTAURANT, 0.5 MILES SOUTHEAST OF COUNTY ROAD 9,
 QO1345'86.6 FEET NORTHEAST OF NORTHEAST EDGE OF PAVEMENT ON WEST-BOUND
 QO1345'INTERSTATE HIGHWAY 94, 3.1 FEET SOUTHWEST OF FENCE, 1.1 FEET SOUTHEAST
 QO1345'OF WITNESS POST.
 QO1345
 QO1345                          STATION RECOVERY (2007)
 QO1345
 QO1345'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (WEF)
 QO1345'THE MARK IS LOCATED ABOUT 7.5 MI (12.1 KM) SOUTH-SOUTHWEST OF ANOKA,
 QO1345'5.3 MI (8.5 KM) NORTHEAST OF HAMEL AND 2.8 MI (4.5 KM) WEST-SOUTHWEST
 QO1345'OF OSSEO.
 QO1345'
 QO1345'TO REACH TO THE MARK AT MAPLE GROVE, 0.6 MI (1.0 KM) NORTHWEST OF THE
 QO1345'JUNCTION OF INTERSTATE HIGHWAY 94 AND INTERSTATE HIGHWAY 494, AT
 QO1345'INTERSTATE HIGHWAY 94 MILE POINT 216.05, BY CHAMPS RESTAURANT, 0.5 MI
 QO1345'(0.8 KM) SOUTHEAST OF COUNTY ROAD 9, 86.6 FT (26.4 M) NORTHEAST OF
 QO1345'NORTHEAST EDGE OF PAVEMENT ON WEST-BOUND INTERSTATE HIGHWAY 94, 3.1 FT
 QO1345'(0.9 M) SOUTHWEST OF A FENCE, 1.1 FT (0.3 M) SOUTHEAST OF A WITNESS
 QO1345'POST.
 QO1345
 QO1345                          STATION RECOVERY (2008)
 QO1345
 QO1345'RECOVERY NOTE BY MN DEPT OF TRANSP 2008 (PJG)
 QO1345'RECOVERED AS DESCRIBED.
 QO1345
 QO1345                          STATION RECOVERY (2008)
 QO1345
 QO1345'RECOVERY NOTE BY MN DEPT OF TRANSP 2008 (PJG)
 QO1345'THE MARK WAS RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.
 QO1345'THE MARK IS IN MAPLE GROVE, 0.6 MILE NORTHWEST ALONG INTERSTATE
 QO1345'HIGHWAY 94 FROM JUNCTION OF INTERSTATE HIGHWAY 94 AND INTERSTATE
 QO1345'HIGHWAY 494, AT INTERSTATE HIGHWAY 94 MILEPOINT 216.05, BY CHAMPS
 QO1345'RESTAURANT, 0.5 MILE SOUTHEAST OF COUNTY ROAD 9, 86.6 FEET NORTHEAST
 QO1345'OF NORTHEAST EDGE OF PAVEMENT ON WESTBOUND INTERSTATE HIGHWAY 94, 3.1
 QO1345'FEET SOUTHWEST OF FENCE, 1.1 FEET SOUTHEAST OF WITNESS POST.
 QO1345
 QO1345                          STATION RECOVERY (2013)
 QO1345
 QO1345'RECOVERY NOTE BY MN DEPT OF TRANSP 2013 (KMS)
 QO1345'RECOVERED AS DESCRIBED.
 QO1345
 QO1345                          STATION RECOVERY (2013)
 QO1345
 QO1345'RECOVERY NOTE BY MN DEPT OF TRANSP 2013 (GXO)
 QO1345'IN MAPLE GROVE, 0.6 MILE NORTHWEST ALONG INTERSTATE HIGHWAY 94 FROM
 QO1345'JUNCTION OF INTERSTATE HIGHWAY 94 AND INTERSTATE HIGHWAY 494, AT
 QO1345'INTERSTATE HIGHWAY 94 MILEPOINT 216.05, BY CHAMPS RESTAURANT, 0.5 MILE
 QO1345'SOUTHEAST OF COUNTY ROAD 9, 86.6 FEET NORTHEAST OF NORTHEAST EDGE OF
 QO1345'PAVEMENT ON WESTBOUND INTERSTATE HIGHWAY 94, 3.1 FEET SOUTHWEST OF
 QO1345'FENCE, 1.1 FEET WEST OF WITNESS POST.
 QO1345
 QO1345                          STATION RECOVERY (2014)
 QO1345
 QO1345'RECOVERY NOTE BY MN DEPT OF TRANSP 2014 (MPP)
 QO1345'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 QO1340 ***********************************************************************
 QO1340  DESIGNATION -  2780 G
 QO1340  PID         -  QO1340
 QO1340  STATE/COUNTY-  MN/HENNEPIN
 QO1340  COUNTRY     -  US
 QO1340  USGS QUAD   -  OSSEO (2019)
 QO1340
 QO1340                         *CURRENT SURVEY CONTROL
 QO1340  ______________________________________________________________________
 QO1340* NAD 83(1986) POSITION- 45 07 14.57   (N) 093 28 51.49   (W)   HD_HELD1
 QO1340* NAVD 88 ORTHO HEIGHT -   278.108 (meters)      912.43  (feet) ADJUSTED
 QO1340  ______________________________________________________________________
 QO1340  GEOID HEIGHT    -        -27.710 (meters)                     GEOID18
 QO1340  DYNAMIC HEIGHT  -        278.088 (meters)      912.36  (feet) COMP
 QO1340  MODELED GRAVITY -    980,539.5   (mgal)                       NAVD 88
 QO1340
 QO1340  VERT ORDER      -  SECOND    CLASS I
 QO1340
 QO1340.The horizontal coordinates were determined by differentially corrected
 QO1340.hand held GPS observations or other comparable positioning techniques
 QO1340.and have an estimated accuracy of +/- 3 meters.
 QO1340
 QO1340.The orthometric height was determined by differential leveling and
 QO1340.adjusted by the NATIONAL GEODETIC SURVEY
 QO1340.in June 1991.
 QO1340
 QO1340.Significant digits in the geoid height do not necessarily reflect accuracy.
 QO1340.GEOID18 height accuracy estimate available here.
 QO1340
 QO1340.Click photographs - Photos may exist for this station.
 QO1340
 QO1340.The dynamic height is computed by dividing the NAVD 88
 QO1340.geopotential number by the normal gravity value computed on the
 QO1340.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QO1340.degrees latitude (g = 980.6199 gals.).
 QO1340
 QO1340.The modeled gravity was interpolated from observed gravity values.
 QO1340
 QO1340;                    North         East    Units  Estimated Accuracy
 QO1340;SPC MN S     -   335,771.3     840,836.8     MT  (+/- 3 meters HH1 GPS) 
 QO1340
 QO1340_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK6217196472(NAD 83)
 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
 QO1340.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QO1340.See file dsdata.pdf to determine how the superseded data were derived.
 QO1340
 QO1340_MARKER: DB = BENCH MARK DISK
 QO1340_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 QO1340_STAMPING: 2780 G 1974
 QO1340_MARK LOGO: MNHD
 QO1340_PROJECTION: PROJECTING 3 CENTIMETERS
 QO1340_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 QO1340_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QO1340_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 QO1340+SATELLITE: SATELLITE OBSERVATIONS - September 04, 2014
 QO1340
 QO1340  HISTORY     - Date     Condition        Report By
 QO1340  HISTORY     - 1974     MONUMENTED       MNHD
 QO1340  HISTORY     - 1977     GOOD             MNDT
 QO1340  HISTORY     - 19920604 GOOD             MNDT
 QO1340  HISTORY     - 20071008 GOOD             MNDT
 QO1340  HISTORY     - 20080522 GOOD             MNDT
 QO1340  HISTORY     - 20140904 GOOD             MNDT
 QO1340
 QO1340                          STATION DESCRIPTION
 QO1340
 QO1340'DESCRIBED BY MN DEPT OF TRANSP 1977
 QO1340'IN MAPLE GROVE.
 QO1340'THE MARK IS LOCATED 2.8 MILES NORTHWEST ALONG FAI 94 FROM THE JUNCTION
 QO1340'OF FAI 94 AND FAI 494 IN MAPLE GROVE AND 0.45 MILE SOUTHEAST OF THE
 QO1340'FAI 94 BRIDGE AT COUNTY ROAD 30 AT A TERMINATED TOWNSHIP ROAD
 QO1340'CROSSING. IT IS 92.3 FT. NORTHEAST OF AND 10 FT. HIGHER THAN THE
 QO1340'NORTHEAST EDGE OF THE CONCRETE PAVEMENT OF WESTBOUND FAI 94 AT
 QO1340'MILEPOINT 214 (ENGINEER STATION 2001+50), 15 FT. WEST OF THE
 QO1340'EXTENDED CENTER OF A GRAVEL ROAD NORTH, 9.5 FT. SOUTH OF POWER POLE
 QO1340'228 (EAST POLE OF 2 ON A NORTH SOUTH POWER LINE) AND 5.5 FT. NORTHEAST
 QO1340'OF THE NORTHEAST RIGHT-OF-WAY FENCE. IT IS 1.1 FT. SOUTHWEST OF A
 QO1340'STEEL WITNESS POST.
 QO1340
 QO1340                          STATION RECOVERY (1992)
 QO1340
 QO1340'RECOVERY NOTE BY MN DEPT OF TRANSP 1992 (HTS)
 QO1340'THE MARK WAS RECOVERED IN GOOD CONDITION.
 QO1340
 QO1340                          STATION RECOVERY (2007)
 QO1340
 QO1340'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (WEF)
 QO1340'THE MARK IS LOCATED ABOUT 5.9 MI (9.5 KM) NORTH-NORTHEAST OF HAMEL,
 QO1340'5.9 MI (9.5 KM) SOUTHEAST OF ROGERS AND 3.8 MI (6.1 KM) WEST OF OSSEO.
 QO1340'TO REACH TO THE MARK AT MAPLE GROVE, 2.8 MI (4.5 KM) NORTHWEST OF THE
 QO1340'JUNCTION OF INTERSTATE HIGHWAY 94 AND INTERSTATE HIGHWAY 494, 0.45 MI
 QO1340'(0.7 KM) SOUTHEAST OF COUNTY ROAD 30, 92.3 FT (28.1 M) NORTHEAST OF
 QO1340'NORTHEAST EDGE OF WESTBOUND INTERSTATE HIGHWAY 94, AT INTERSTATE
 QO1340'HIGHWAY 94 MILE POINT 214, 15 FT (4.6 M) WEST OF GRAVEL ROAD NORTH
 QO1340'EXTENDED, 9.5 FT (2.9 M) SOUTH OF EAST POWER POLE OF 2, 7.0 FT (2.1 M)
 QO1340'NORTH OF ELECTRIC BOX, 5.5 FT (1.7 M) NORTHEAST OF A FENCE, 1.1 FT
 QO1340'(0.3 M) SOUTHWEST OF A WITNESS POST.
 QO1340
 QO1340                          STATION RECOVERY (2008)
 QO1340
 QO1340'RECOVERY NOTE BY MN DEPT OF TRANSP 2008 (MDL)
 QO1340'RECOVERED AS DESCRIBED.
 QO1340
 QO1340                          STATION RECOVERY (2014)
 QO1340
 QO1340'RECOVERY NOTE BY MN DEPT OF TRANSP 2014 (MPP)
 QO1340'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 QO1338 ***********************************************************************
 QO1338  DESIGNATION -  2780 J
 QO1338  PID         -  QO1338
 QO1338  STATE/COUNTY-  MN/HENNEPIN
 QO1338  COUNTRY     -  US
 QO1338  USGS QUAD   -  ANOKA (2019)
 QO1338
 QO1338                         *CURRENT SURVEY CONTROL
 QO1338  ______________________________________________________________________
 QO1338* NAD 83(1986) POSITION- 45 07 59.54   (N) 093 29 22.79   (W)   HD_HELD1
 QO1338* NAVD 88 ORTHO HEIGHT -   282.426 (meters)      926.59  (feet) ADJUSTED
 QO1338  ______________________________________________________________________
 QO1338  GEOID HEIGHT    -        -27.802 (meters)                     GEOID18
 QO1338  DYNAMIC HEIGHT  -        282.403 (meters)      926.52  (feet) COMP
 QO1338  MODELED GRAVITY -    980,528.3   (mgal)                       NAVD 88
 QO1338
 QO1338  VERT ORDER      -  SECOND    CLASS I
 QO1338
 QO1338.The horizontal coordinates were determined by differentially corrected
 QO1338.hand held GPS observations or other comparable positioning techniques
 QO1338.and have an estimated accuracy of +/- 3 meters.
 QO1338
 QO1338.The orthometric height was determined by differential leveling and
 QO1338.adjusted by the NATIONAL GEODETIC SURVEY
 QO1338.in September 2016.
 QO1338
 QO1338.Significant digits in the geoid height do not necessarily reflect accuracy.
 QO1338.GEOID18 height accuracy estimate available here.
 QO1338
 QO1338.Click photographs - Photos may exist for this station.
 QO1338
 QO1338.The dynamic height is computed by dividing the NAVD 88
 QO1338.geopotential number by the normal gravity value computed on the
 QO1338.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QO1338.degrees latitude (g = 980.6199 gals.).
 QO1338
 QO1338.The modeled gravity was interpolated from observed gravity values.
 QO1338
 QO1338;                    North         East    Units  Estimated Accuracy
 QO1338;SPC MN S     -   337,155.2     840,144.1     MT  (+/- 3 meters HH1 GPS) 
 QO1338
 QO1338_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK6149697864(NAD 83)
 QO1338
 QO1338                          SUPERSEDED SURVEY CONTROL
 QO1338
 QO1338  NAVD 88 (10/28/99)  282.425  (m)          926.59   (f) SUPERSEDED  2 1
 QO1338  NAVD 88 (06/15/91)  282.420  (m)          926.57   (f) SUPERSEDED  2 1
 QO1338  NGVD 29 (??/??/92)  282.330  (m)          926.28   (f) ADJ UNCH    2 1
 QO1338
 QO1338.Superseded values are not recommended for survey control.
 QO1338
 QO1338.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QO1338.See file dsdata.pdf to determine how the superseded data were derived.
 QO1338
 QO1338_MARKER: DB = BENCH MARK DISK
 QO1338_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 QO1338_STAMPING: 2780 J 1974
 QO1338_MARK LOGO: MNHD
 QO1338_PROJECTION: PROJECTING 8 CENTIMETERS
 QO1338_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 QO1338_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QO1338_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 QO1338+SATELLITE: SATELLITE OBSERVATIONS - September 14, 2014
 QO1338
 QO1338  HISTORY     - Date     Condition        Report By
 QO1338  HISTORY     - 1974     MONUMENTED       MNHD
 QO1338  HISTORY     - 1977     GOOD             MNDT
 QO1338  HISTORY     - 19920430 GOOD             MNDT
 QO1338  HISTORY     - 20071008 GOOD             MNDT
 QO1338  HISTORY     - 20080522 GOOD             MNDT
 QO1338  HISTORY     - 20140914 GOOD             MNDT
 QO1338
 QO1338                          STATION DESCRIPTION
 QO1338
 QO1338'DESCRIBED BY MN DEPT OF TRANSP 1977
 QO1338'IN MAPLE GROVE.
 QO1338'THE MARK IS LOCATED 5.5 MILES SOUTHEAST ALONG FAI 94 FROM THE JUNCTION
 QO1338'OF FAI 94 AND TRUNK HIGHWAY 101 IN ROGERS, 3.7 MILES NORTHWEST OF THE
 QO1338'JUNCTION OF FAI 94 AND FAI 494 AND 1.6 MILES SOUTHEAST OF THE CITY
 QO1338'LIMITS OF MAPLE GROVE. IT IS 83.0 FT. NORTHEAST OF AND 2 FT. HIGHER
 QO1338'THAN THE NORTHEAST EDGE OF THE CONCRETE PAVEMENT OF WESTBOUND FAI 94
 QO1338'AT MILEPOINT 213.1 (ENGINEER STENCIL 1950) AND 3.7 FT. SOUTHWEST OF TH
 QO1338'RIGHT-OF-WAY FENCE. IT IS 1.0 FT. SOUTHWEST OF A STEEL WITNESS POST.
 QO1338
 QO1338                          STATION RECOVERY (1992)
 QO1338
 QO1338'RECOVERY NOTE BY MN DEPT OF TRANSP 1992 (HTS)
 QO1338'THE MARK WAS RECOVERED IN GOOD CONDITION.
 QO1338
 QO1338                          STATION RECOVERY (2007)
 QO1338
 QO1338'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (WEF)
 QO1338'THE MARK IS LOCATED ABOUT 6.6 MI (10.6 KM) NORTH-NORTHEAST OF HAMEL,
 QO1338'4.9 MI (7.9 KM) SOUTHEAST OF ROGERS AND 4.4 MI (7.1 KM) WEST-NORTHWEST
 QO1338'OF OSSEO.
 QO1338'
 QO1338'TO REACH TO THE MARK GO 1.6 MI (2.6 KM) SOUTHEAST OF MAPLE GROVE CITY
 QO1338'LIMITS, 3.7 MI (6.0 KM) NORTHWEST OF THE JUNCTION OF INTERSTATE
 QO1338'HIGHWAY 94 AND INTERSTATE HIGHWAY 494, AT INTERSTATE HIGHWAY 94 MILE
 QO1338'POINT 213.1, 83 FT (25.3 M) NORTHEAST OF NORTHEAST EDGE OF WESTBOUND
 QO1338'INTERSTATE HIGHWAY 94, 3.7 FT (1.1 M) SOUTHWEST OF A FENCE, 3.0 FT
 QO1338'(0.9 M) SOUTHWEST OF RIGHT OF WAY POST, 1.0 FT (0.3 M) SOUTHWEST OF A
 QO1338'WITNESS POS.
 QO1338
 QO1338                          STATION RECOVERY (2008)
 QO1338
 QO1338'RECOVERY NOTE BY MN DEPT OF TRANSP 2008 (MDL)
 QO1338'RECOVERED AS DESCRIBED.
 QO1338
 QO1338                          STATION RECOVERY (2014)
 QO1338
 QO1338'RECOVERY NOTE BY MN DEPT OF TRANSP 2014 (MPP)
 QO1338'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 QO1337 ***********************************************************************
 QO1337  DESIGNATION -  2780 K
 QO1337  PID         -  QO1337
 QO1337  STATE/COUNTY-  MN/HENNEPIN
 QO1337  COUNTRY     -  US
 QO1337  USGS QUAD   -  ANOKA (2019)
 QO1337
 QO1337                         *CURRENT SURVEY CONTROL
 QO1337  ______________________________________________________________________
 QO1337* NAD 83(1986) POSITION- 45 08 17.23   (N) 093 29 37.83   (W)   HD_HELD1
 QO1337* NAVD 88 ORTHO HEIGHT -   289.172 (meters)      948.73  (feet) ADJUSTED
 QO1337  ______________________________________________________________________
 QO1337  GEOID HEIGHT    -        -27.836 (meters)                     GEOID18
 QO1337  DYNAMIC HEIGHT  -        289.148 (meters)      948.65  (feet) COMP
 QO1337  MODELED GRAVITY -    980,524.8   (mgal)                       NAVD 88
 QO1337
 QO1337  VERT ORDER      -  SECOND    CLASS I
 QO1337
 QO1337.The horizontal coordinates were determined by differentially corrected
 QO1337.hand held GPS observations or other comparable positioning techniques
 QO1337.and have an estimated accuracy of +/- 3 meters.
 QO1337
 QO1337.The orthometric height was determined by differential leveling and
 QO1337.adjusted by the NATIONAL GEODETIC SURVEY
 QO1337.in September 2016.
 QO1337
 QO1337.Significant digits in the geoid height do not necessarily reflect accuracy.
 QO1337.GEOID18 height accuracy estimate available here.
 QO1337
 QO1337.Click photographs - Photos may exist for this station.
 QO1337
 QO1337.The dynamic height is computed by dividing the NAVD 88
 QO1337.geopotential number by the normal gravity value computed on the
 QO1337.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QO1337.degrees latitude (g = 980.6199 gals.).
 QO1337
 QO1337.The modeled gravity was interpolated from observed gravity values.
 QO1337
 QO1337;                    North         East    Units  Estimated Accuracy
 QO1337;SPC MN S     -   337,699.2     839,812.1     MT  (+/- 3 meters HH1 GPS) 
 QO1337
 QO1337_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK6117198412(NAD 83)
 QO1337
 QO1337                          SUPERSEDED SURVEY CONTROL
 QO1337
 QO1337  NAVD 88 (06/15/91)  289.169  (m)          948.72   (f) SUPERSEDED  2 1
 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
 QO1337.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QO1337.See file dsdata.pdf to determine how the superseded data were derived.
 QO1337
 QO1337_MARKER: DB = BENCH MARK DISK
 QO1337_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 QO1337_SP_SET: BRIDGE ABUTMENT
 QO1337_STAMPING: 2780 K 1974
 QO1337_MARK LOGO: MNHD
 QO1337_MAGNETIC: N = NO MAGNETIC MATERIAL
 QO1337_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QO1337_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 QO1337+SATELLITE: SATELLITE OBSERVATIONS - September 14, 2014
 QO1337
 QO1337  HISTORY     - Date     Condition        Report By
 QO1337  HISTORY     - 1974     MONUMENTED       MNHD
 QO1337  HISTORY     - 19920604 GOOD             MNDT
 QO1337  HISTORY     - 20031006 GOOD             USPSQD
 QO1337  HISTORY     - 20051105 GOOD             USPSQD
 QO1337  HISTORY     - 20071029 GOOD             MNDT
 QO1337  HISTORY     - 20080522 GOOD             MNDT
 QO1337  HISTORY     - 20140914 GOOD             MNDT
 QO1337
 QO1337                          STATION DESCRIPTION
 QO1337
 QO1337'DESCRIBED BY MN HIGHWAY DEPT 1974
 QO1337'IN MAPLE GROVE.
 QO1337'THE MARK IS LOCATED 5.1 MILES SOUTHEAST ALONG FAI 94 FROM THE JUNCTION
 QO1337'OF FAI 94 AND TRUNK HIGHWAY 101 IN ROGERS, 4.1 MILES NORTHWEST OF THE
 QO1337'JUNCTION OF FAI 94 AND FAI 494 AND 1.15 MILES SOUTHEAST OF THE CITY
 QO1337'LIMITS OF MAPLE GROVE. IT IS 20.5 FT. SOUTH OF AND 1 FT. HIGHER THAN
 QO1337'THE CENTERLINE OF 101 ST AVE. NORTH. IT IS CEMENTED IN THE SOUTHEAST
 QO1337'CORNER (ABUTMENT) OF FAI 94 BRIDGE 27959 AT FAI 94 MILEPOINT 212.9.
 QO1337
 QO1337                          STATION RECOVERY (1992)
 QO1337
 QO1337'RECOVERY NOTE BY MN DEPT OF TRANSP 1992 (HTS)
 QO1337'THE MARK WAS RECOVERED IN GOOD CONDITION.
 QO1337
 QO1337                          STATION RECOVERY (2003)
 QO1337
 QO1337'RECOVERY NOTE BY US POWER SQUADRON 2003 (NDM)
 QO1337'RECOVERED IN GOOD CONDITION.
 QO1337
 QO1337                          STATION RECOVERY (2005)
 QO1337
 QO1337'RECOVERY NOTE BY US POWER SQUADRON 2005 (NDM)
 QO1337'RECOVERED IN GOOD CONDITION.
 QO1337
 QO1337                          STATION RECOVERY (2007)
 QO1337
 QO1337'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (WEF)
 QO1337'THE MARK IS LOCATED ABOUT 6.6 MI (10.6 KM) SOUTHWEST OF ANOKA, 4.6 MI
 QO1337'(7.4 KM) WEST-NORTHWEST OF OSSEO AND 4.5 MI (7.2 KM) SOUTHEAST OF
 QO1337'ROGERS.
 QO1337'
 QO1337'TO REACH TO THE MARK IN MAPLE GROVE, GO 1.0 MI (1.6 KM) WEST ON COUNTY
 QO1337'ROAD 30 FROM THE JUNCTION OF COUNTY ROAD 30 AND FAI 94, THEN 0.7 MI
 QO1337'(1.1 KM) NORTH ON LAWNDALE LANE NORTH, THEN 0.3 MI (0.5 KM) EAST ON
 QO1337'101ST AVENUE, 20.5 FT (6.2 M) SOUTH OF 101ST AVENUE NORTH, IN
 QO1337'SOUTHEAST CORNER OF 101ST AVENUE NORTH BRIDGE 27959 OVER INTERSTATE
 QO1337'HIGHWAY 94.
 QO1337
 QO1337                          STATION RECOVERY (2008)
 QO1337
 QO1337'RECOVERY NOTE BY MN DEPT OF TRANSP 2008 (MDL)
 QO1337'RECOVERED AS DESCRIBED.
 QO1337
 QO1337                          STATION RECOVERY (2014)
 QO1337
 QO1337'RECOVERY NOTE BY MN DEPT OF TRANSP 2014 (MPP)
 QO1337'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 QO1336 ***********************************************************************
 QO1336  DESIGNATION -  2780 L
 QO1336  PID         -  QO1336
 QO1336  STATE/COUNTY-  MN/HENNEPIN
 QO1336  COUNTRY     -  US
 QO1336  USGS QUAD   -  ANOKA (2019)
 QO1336
 QO1336                         *CURRENT SURVEY CONTROL
 QO1336  ______________________________________________________________________
 QO1336* NAD 83(1986) POSITION- 45 08 40.87   (N) 093 29 53.84   (W)   HD_HELD1
 QO1336* NAVD 88 ORTHO HEIGHT -   277.759 (meters)      911.28  (feet) ADJUSTED
 QO1336  ______________________________________________________________________
 QO1336  GEOID HEIGHT    -        -27.878 (meters)                     GEOID18
 QO1336  DYNAMIC HEIGHT  -        277.734 (meters)      911.20  (feet) COMP
 QO1336  MODELED GRAVITY -    980,521.4   (mgal)                       NAVD 88
 QO1336
 QO1336  VERT ORDER      -  SECOND    CLASS I
 QO1336
 QO1336.The horizontal coordinates were determined by differentially corrected
 QO1336.hand held GPS observations or other comparable positioning techniques
 QO1336.and have an estimated accuracy of +/- 3 meters.
 QO1336
 QO1336.The orthometric height was determined by differential leveling and
 QO1336.adjusted by the NATIONAL GEODETIC SURVEY
 QO1336.in June 1991.
 QO1336
 QO1336.Significant digits in the geoid height do not necessarily reflect accuracy.
 QO1336.GEOID18 height accuracy estimate available here.
 QO1336
 QO1336.Click photographs - Photos may exist for this station.
 QO1336
 QO1336.The dynamic height is computed by dividing the NAVD 88
 QO1336.geopotential number by the normal gravity value computed on the
 QO1336.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QO1336.degrees latitude (g = 980.6199 gals.).
 QO1336
 QO1336.The modeled gravity was interpolated from observed gravity values.
 QO1336
 QO1336;                    North         East    Units  Estimated Accuracy
 QO1336;SPC MN S     -   338,426.8     839,457.8     MT  (+/- 3 meters HH1 GPS) 
 QO1336
 QO1336_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK6082699144(NAD 83)
 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
 QO1336.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QO1336.See file dsdata.pdf to determine how the superseded data were derived.
 QO1336
 QO1336_MARKER: DB = BENCH MARK DISK
 QO1336_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 QO1336_SP_SET: BOX CULVERT HEADWALL
 QO1336_STAMPING: 2780 L 1974
 QO1336_MARK LOGO: MNHD
 QO1336_PROJECTION: FLUSH
 QO1336_MAGNETIC: N = NO MAGNETIC MATERIAL
 QO1336_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QO1336+STABILITY: SURFACE MOTION
 QO1336_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 QO1336+SATELLITE: SATELLITE OBSERVATIONS - November 06, 2017
 QO1336
 QO1336  HISTORY     - Date     Condition        Report By
 QO1336  HISTORY     - 1974     MONUMENTED       MNHD
 QO1336  HISTORY     - 1977     GOOD             MNDT
 QO1336  HISTORY     - 19920430 GOOD             MNDT
 QO1336  HISTORY     - 20071029 GOOD             MNDT
 QO1336  HISTORY     - 20171106 POOR             MNDT
 QO1336
 QO1336                          STATION DESCRIPTION
 QO1336
 QO1336'DESCRIBED BY MN DEPT OF TRANSP 1977
 QO1336'IN MAPLE GROVE.
 QO1336'THE MARK IS LOCATED 4.6 MILES SOUTHEAST ALONG FAI 94 FROM THE JUNCTION
 QO1336'OF FAI 94 AND TRUNK HIGHWAY 101 IN ROGERS, 4.6 MILES NORTHWEST OF THE
 QO1336'JUNCTION OF FAI 94 AND FAI 494 AND 0.65 MILE SOUTHEAST OF THE CITY
 QO1336'LIMITS OF MAPLE GROVE. IT IS 54.5 FT. NORTHEAST OF AND 10 FT. LOWER
 QO1336'THAN THE NORTHEAST EDGE OF THE CONCRETE PAVEMENT OF WESTBOUND FAI 94
 QO1336'AT MILEPOINT 212.4. IT IS CEMENTED IN THE SOUTHEAST END OF THE
 QO1336'NORTHEAST HEADWALL OF A 12 BY 30 FT. TWIN BOX CULVERT UNDER FAI 94
 QO1336'AT RUSH CREEK.
 QO1336
 QO1336                          STATION RECOVERY (1992)
 QO1336
 QO1336'RECOVERY NOTE BY MN DEPT OF TRANSP 1992 (DKH)
 QO1336'THE MARK WAS RECOVERED AS DESCRIBED IN GOOD CONDITION.  RECOVERY NOTE
 QO1336'BY DAVID K.  HERDER, TYPED BY J.E.M.
 QO1336
 QO1336                          STATION RECOVERY (2007)
 QO1336
 QO1336'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (WEF)
 QO1336'THE MARK IS LOCATED ABOUT 6.6 MI (10.6 KM) SOUTHWEST OF ANOKA, 4.6 MI
 QO1336'(7.4 KM) WEST-NORTHWEST OF OSSEO AND 4.5 MI (7.2 KM) SOUTHEAST OF
 QO1336'ROGERS.
 QO1336'
 QO1336'TO REACH TO THE MARK IN MAPLE GROVE, GO 1.0 MI (1.6 KM) WEST ON COUNTY
 QO1336'ROAD 30 FROM THE JUNCTION OF COUNTY ROAD 30 AND FAI 94, THEN 0.7 MI
 QO1336'(1.1 KM) NORTH ON LAWNDALE LANE NORTH, THEN 0.3 MI (0.5 KM) EAST ON
 QO1336'101ST AVENUE, 20.5 FT (6.2 M) SOUTH OF 101ST AVENUE NORTH, IN
 QO1336'SOUTHEAST CORNER OF 101ST AVENUE NORTH BRIDGE 27959 OVER INTERSTATE
 QO1336'HIGHWAY 94.
 QO1336
 QO1336                          STATION RECOVERY (2017)
 QO1336
 QO1336'RECOVERY NOTE BY MN DEPT OF TRANSP 2017 (DCH)
 QO1336'MARK RECOVERED IN POOR CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 QO1335 ***********************************************************************
 QO1335  DESIGNATION -  2780 M
 QO1335  PID         -  QO1335
 QO1335  STATE/COUNTY-  MN/HENNEPIN
 QO1335  COUNTRY     -  US
 QO1335  USGS QUAD   -  ROGERS (2019)
 QO1335
 QO1335                         *CURRENT SURVEY CONTROL
 QO1335  ______________________________________________________________________
 QO1335* NAD 83(2011) POSITION- 45 09 12.48397(N) 093 30 20.29889(W)   ADJUSTED
 QO1335* NAD 83(2011) ELLIP HT-   253.734 (meters)        (07/18/16)   ADJUSTED
 QO1335* NAD 83(2011) EPOCH   -  2010.00
 QO1335* NAVD 88 ORTHO HEIGHT -   281.658 (meters)      924.07  (feet) ADJUSTED
 QO1335  ______________________________________________________________________
 QO1335  GEOID HEIGHT    -        -27.929 (meters)                     GEOID18
 QO1335  NAD 83(2011) X  -   -275,508.605 (meters)                     COMP
 QO1335  NAD 83(2011) Y  - -4,497,262.587 (meters)                     COMP
 QO1335  NAD 83(2011) Z  -  4,499,572.112 (meters)                     COMP
 QO1335  LAPLACE CORR    -          2.40  (seconds)                    DEFLEC18
 QO1335  DYNAMIC HEIGHT  -        281.632 (meters)      923.99  (feet) COMP
 QO1335  MODELED GRAVITY -    980,518.0   (mgal)                       NAVD 88
 QO1335
 QO1335  VERT ORDER      -  SECOND    CLASS I
 QO1335
 QO1335  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 QO1335  Standards:
 QO1335         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 QO1335            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 QO1335  -------------------------------------------------------------------
 QO1335  NETWORK    0.47   1.16           0.21   0.17   0.59     -0.04271451
 QO1335  -------------------------------------------------------------------
 QO1335  Click here for local accuracies and other accuracy information.
 QO1335
 QO1335.The horizontal coordinates were established by GPS observations
 QO1335.and adjusted by the MN DEPT OF TRANSP in July 2016.
 QO1335
 QO1335.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 QO1335.been affixed to the stable North American tectonic plate. See 
 QO1335.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 QO1335
 QO1335.The horizontal coordinates are valid at the epoch date displayed above
 QO1335.which is a decimal equivalence of Year/Month/Day.
 QO1335
 QO1335.The orthometric height was determined by differential leveling and
 QO1335.adjusted by the NATIONAL GEODETIC SURVEY
 QO1335.in September 2016.
 QO1335
 QO1335.Significant digits in the geoid height do not necessarily reflect accuracy.
 QO1335.GEOID18 height accuracy estimate available here.
 QO1335
 QO1335.Click photographs - Photos may exist for this station.
 QO1335
 QO1335.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 QO1335
 QO1335.The Laplace correction was computed from DEFLEC18 derived deflections.
 QO1335
 QO1335.The ellipsoidal height was determined by GPS observations
 QO1335.and is referenced to NAD 83.
 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. The following values were computed from the NAD 83(2011) position.
 QO1335
 QO1335;                    North         East     Units Scale Factor Converg.
 QO1335;SPC MN S     -   339,399.237   838,873.888   MT  0.99998681   +0 20 47.4
 QO1335;SPC MN S     - 1,113,512.33  2,752,205.41   sFT  0.99998681   +0 20 47.4
 QO1335;UTM  15      - 5,000,123.299   460,254.477   MT  0.99961942   -0 21 30.6
 QO1335
 QO1335!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QO1335!SPC MN S     -   0.99996022  x   0.99998681  =   0.99994703
 QO1335!UTM  15      -   0.99996022  x   0.99961942  =   0.99957966
 QO1335
 QO1335_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL6025400123(NAD 83)
 QO1335
 QO1335                          SUPERSEDED SURVEY CONTROL
 QO1335
 QO1335  NAVD 88 (06/15/91)  281.654  (m)          924.06   (f) SUPERSEDED  2 1
 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
 QO1335.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QO1335.See file dsdata.pdf to determine how the superseded data were derived.
 QO1335
 QO1335_MARKER: DB = BENCH MARK DISK
 QO1335_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 QO1335_STAMPING: 2780 M 1974
 QO1335_MARK LOGO: MNHD
 QO1335_PROJECTION: FLUSH
 QO1335_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 QO1335_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QO1335_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QO1335+SATELLITE: SATELLITE OBSERVATIONS - April 19, 2016
 QO1335
 QO1335  HISTORY     - Date     Condition        Report By
 QO1335  HISTORY     - 19740401 MONUMENTED       MNHD
 QO1335  HISTORY     - 1977     GOOD             MNDT
 QO1335  HISTORY     - 20030918 GOOD             MNDT
 QO1335  HISTORY     - 20071008 GOOD             MNDT
 QO1335  HISTORY     - 20140904 GOOD             MNDT
 QO1335  HISTORY     - 20160419 GOOD             MNDT
 QO1335
 QO1335                          STATION DESCRIPTION
 QO1335
 QO1335'DESCRIBED BY MN DEPT OF TRANSP 1977
 QO1335'3.7 MI SE FROM ROGERS.
 QO1335'THE MARK IS LOCATED 3.8 MILES SOUTHEAST ALONG FAI 94 FROM THE JUNCTION
 QO1335'OF FAI 94 AND TRUNK HIGHWAY 101 IN ROGERS AND 0.05 MILE NORTHWEST OF
 QO1335'THE CITY LIMITS OF MAPLE GROVE. IT IS 83.6 FT. NORTHEAST OF AND LEVEL
 QO1335'WITH THE NORTHEAST EDGE OF THE CONCRETE PAVEMENT OF WESTBOUND FAI 94
 QO1335'AT MILEPOINT 211.7 (ENGINEER STATION 1865), AND 3.2 FT. SOUTHWEST OF
 QO1335'THE RIGHT-OF-WAY FENCE. IT IS 0.6 FT. SOUTHWEST OF A STEEL WITNESS
 QO1335'POST.
 QO1335
 QO1335                          STATION RECOVERY (2003)
 QO1335
 QO1335'RECOVERY NOTE BY MN DEPT OF TRANSP 2003 (WAS)
 QO1335'RECOVERED AS DESCRIBED.
 QO1335
 QO1335                          STATION RECOVERY (2007)
 QO1335
 QO1335'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (WEF)
 QO1335'THE MARK IS LOCATED ABOUT 6.6 MI (10.6 KM) WEST-SOUTHWEST OF ANOKA,
 QO1335'5.6 MI (9.0 KM) WEST-NORTHWEST OF OSSEO AND 3.4 MI (5.5 KM) SOUTHEAST
 QO1335'OF ROGERS.
 QO1335'
 QO1335'TO REACH TO THE MARK 3.7 MI (6.0 KM) SOUTHEAST OF ROGERS, 3.8 MI (6.1
 QO1335'KM) SOUTHEAST OF THE JUNCTION OF INTERSTATE HIGHWAY 94 AND TRUNK
 QO1335'HIGHWAY 101, AT INTERSTATE HIGHWAY 94 MILE POINT 211.45, 83.6 FT (25.5
 QO1335'M) NORTHEAST OF NORTHEAST EDGE OF PAVEMENT ON WESTBOUND INTERSTATE
 QO1335'HIGHWAY 94, 3.2 FT (1.0 M) SOUTHWEST OF RIGHT OF WAY FENCE, 0.6 FT
 QO1335'(0.2 M) SOUTHWEST OF A WITNESS POST.
 QO1335
 QO1335                          STATION RECOVERY (2014)
 QO1335
 QO1335'RECOVERY NOTE BY MN DEPT OF TRANSP 2014 (MPP)
 QO1335'RECOVERED AS DESCRIBED.
 QO1335
 QO1335                          STATION RECOVERY (2016)
 QO1335
 QO1335'RECOVERY NOTE BY MN DEPT OF TRANSP 2016 (MXM)
 QO1335'3.7 MILES SOUTHEAST OF ROGERS, 3.8 MILES SOUTHEAST ALONG INTERSTATE
 QO1335'HIGHWAY 94 FROM THE JUNCTION OF INTERSTATE HIGHWAY 94 AND TRUNK
 QO1335'HIGHWAY 101 IN ROGERS, AT INTERSTATE HIGHWAY 94 MILEPOINT 211.50, 83.6
 QO1335'FEET NORTHEAST OF THE NORTHEAST EDGE OF THE PAVEMENT ON WESTBOUND
 QO1335'INTERSTATE HIGHWAY 94, 3.2 FEET SOUTHWEST OF THE RIGHT-OF-WAY FENCE,
 QO1335'0.6 FOOT SOUTHWEST OF THE WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 QO1334 ***********************************************************************
 QO1334  DESIGNATION -  2780 N
 QO1334  PID         -  QO1334
 QO1334  STATE/COUNTY-  MN/HENNEPIN
 QO1334  COUNTRY     -  US
 QO1334  USGS QUAD   -  ROGERS (2019)
 QO1334
 QO1334                         *CURRENT SURVEY CONTROL
 QO1334  ______________________________________________________________________
 QO1334* NAD 83(1986) POSITION- 45 09 35.05   (N) 093 30 51.53   (W)   HD_HELD1
 QO1334* NAVD 88 ORTHO HEIGHT -   285.433 (meters)      936.46  (feet) ADJUSTED
 QO1334  ______________________________________________________________________
 QO1334  GEOID HEIGHT    -        -27.963 (meters)                     GEOID18
 QO1334  DYNAMIC HEIGHT  -        285.406 (meters)      936.37  (feet) COMP
 QO1334  MODELED GRAVITY -    980,516.5   (mgal)                       NAVD 88
 QO1334
 QO1334  VERT ORDER      -  SECOND    CLASS I
 QO1334
 QO1334.The horizontal coordinates were determined by differentially corrected
 QO1334.hand held GPS observations or other comparable positioning techniques
 QO1334.and have an estimated accuracy of +/- 3 meters.
 QO1334
 QO1334.The orthometric height was determined by differential leveling and
 QO1334.adjusted by the NATIONAL GEODETIC SURVEY
 QO1334.in September 2016.
 QO1334
 QO1334.Significant digits in the geoid height do not necessarily reflect accuracy.
 QO1334.GEOID18 height accuracy estimate available here.
 QO1334
 QO1334.Click photographs - Photos may exist for this station.
 QO1334
 QO1334.The dynamic height is computed by dividing the NAVD 88
 QO1334.geopotential number by the normal gravity value computed on the
 QO1334.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QO1334.degrees latitude (g = 980.6199 gals.).
 QO1334
 QO1334.The modeled gravity was interpolated from observed gravity values.
 QO1334
 QO1334;                    North         East    Units  Estimated Accuracy
 QO1334;SPC MN S     -   340,091.8     838,187.6     MT  (+/- 3 meters HH1 GPS) 
 QO1334
 QO1334_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL5957600823(NAD 83)
 QO1334
 QO1334                          SUPERSEDED SURVEY CONTROL
 QO1334
 QO1334  NAVD 88 (06/15/91)  285.419  (m)          936.41   (f) SUPERSEDED  2 1
 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
 QO1334.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QO1334.See file dsdata.pdf to determine how the superseded data were derived.
 QO1334
 QO1334_MARKER: DB = BENCH MARK DISK
 QO1334_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 QO1334_STAMPING: 2780 N 1971 1974
 QO1334_MARK LOGO: MNHD
 QO1334_PROJECTION: FLUSH
 QO1334_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 QO1334_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QO1334_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 QO1334+SATELLITE: SATELLITE OBSERVATIONS - September 04, 2014
 QO1334
 QO1334  HISTORY     - Date     Condition        Report By
 QO1334  HISTORY     - 1974     MONUMENTED       MNHD
 QO1334  HISTORY     - 1977     GOOD             MNDT
 QO1334  HISTORY     - 20030918 GOOD             MNDT
 QO1334  HISTORY     - 20071008 GOOD             MNDT
 QO1334  HISTORY     - 20140904 GOOD             MNDT
 QO1334
 QO1334                          STATION DESCRIPTION
 QO1334
 QO1334'DESCRIBED BY MN DEPT OF TRANSP 1977
 QO1334'3.2 MI SE FROM ROGERS.
 QO1334'THE MARK IS LOCATED 3.3 MILES SOUTHEAST ALONG FAI 94 FROM THE JUNCTION
 QO1334'OF FAI 94 AND TRUNK HIGHWAY 101 IN ROGERS, 1.15 MILES NORTHWEST OF THE
 QO1334'MAPLE GROVE CITY LIMITS AND NEAR THE NORTHWEST END OF A FAI 94
 QO1334'PROPOSED REST AREA. IT IS 184 FT. NORTHEAST OF AND 5 FT. HIGHER THAN
 QO1334'THE NORTHEAST EDGE OF THE CONCRETE PAVEMENT OF WESTBOUND FAI 94 AT
 QO1334'MILEPOINT 211.1 (ENGINEER STATION 1833) AND 2.7 FT. SOUTHWEST OF THE
 QO1334'RIGHT-OF-WAY FENCE AT A FENCE CORNER. IT IS 0.7 FT. SOUTHWEST OF A
 QO1334'STEEL WITNESS POST.
 QO1334
 QO1334                          STATION RECOVERY (2003)
 QO1334
 QO1334'RECOVERY NOTE BY MN DEPT OF TRANSP 2003 (WAS)
 QO1334'RECOVERED AS DESCRIBED.
 QO1334
 QO1334                          STATION RECOVERY (2007)
 QO1334
 QO1334'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (WEF)
 QO1334'THE MARK IS LOCATED ABOUT 6.7 MI (10.8 KM) WEST-SOUTHWEST OF ANOKA,
 QO1334'6.1 MI (9.8 KM) WEST-NORTHWEST OF OSSEO AND 2.8 MI (4.5 KM) SOUTHEAST
 QO1334'OF ROGERS.
 QO1334'
 QO1334'TO REACH TO THE MARK GO 1.15 MI (1.9 KM) NORTHWEST OF MAPLE GROVE, AT
 QO1334'NORTHWEST END OF ABANDONED REST AREA, AT INTERSTATE HIGHWAY 94 MI
 QO1334'(151.2 KM) POINT 210.9, 184 FT (56.1 M) NORTHEAST OF EDGE OF PAVEMENT
 QO1334'ON WESTBOUND INTERSTATE HIGHWAY 94, 2.7 FT (0.8 M) SOUTHEAST OF FIBER
 QO1334'OPTIC POLE NUMBER 1127, 2.7 FT (0.8 M) SOUTHWEST OF A FENCE CORNER,
 QO1334'0.8 FT (0.2 M) SOUTH OF A WITNESS POST.
 QO1334
 QO1334                          STATION RECOVERY (2014)
 QO1334
 QO1334'RECOVERY NOTE BY MN DEPT OF TRANSP 2014 (MPP)
 QO1334'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 QO1333 ***********************************************************************
 QO1333  DESIGNATION -  2780 P
 QO1333  PID         -  QO1333
 QO1333  STATE/COUNTY-  MN/HENNEPIN
 QO1333  COUNTRY     -  US
 QO1333  USGS QUAD   -  ROGERS (2019)
 QO1333
 QO1333                         *CURRENT SURVEY CONTROL
 QO1333  ______________________________________________________________________
 QO1333* NAD 83(1986) POSITION- 45 09 46.88   (N) 093 31 17.12   (W)   HD_HELD1
 QO1333* NAVD 88 ORTHO HEIGHT -   289.229 (meters)      948.91  (feet) ADJUSTED
 QO1333  ______________________________________________________________________
 QO1333  GEOID HEIGHT    -        -27.980 (meters)                     GEOID18
 QO1333  DYNAMIC HEIGHT  -        289.202 (meters)      948.82  (feet) COMP
 QO1333  MODELED GRAVITY -    980,515.6   (mgal)                       NAVD 88
 QO1333
 QO1333  VERT ORDER      -  SECOND    CLASS I
 QO1333
 QO1333.The horizontal coordinates were determined by differentially corrected
 QO1333.hand held GPS observations or other comparable positioning techniques
 QO1333.and have an estimated accuracy of +/- 3 meters.
 QO1333
 QO1333.The orthometric height was determined by differential leveling and
 QO1333.adjusted by the NATIONAL GEODETIC SURVEY
 QO1333.in September 2016.
 QO1333
 QO1333.Significant digits in the geoid height do not necessarily reflect accuracy.
 QO1333.GEOID18 height accuracy estimate available here.
 QO1333
 QO1333.Click photographs - Photos may exist for this station.
 QO1333
 QO1333.The dynamic height is computed by dividing the NAVD 88
 QO1333.geopotential number by the normal gravity value computed on the
 QO1333.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QO1333.degrees latitude (g = 980.6199 gals.).
 QO1333
 QO1333.The modeled gravity was interpolated from observed gravity values.
 QO1333
 QO1333;                    North         East    Units  Estimated Accuracy
 QO1333;SPC MN S     -   340,453.7     837,626.5     MT  (+/- 3 meters HH1 GPS) 
 QO1333
 QO1333_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL5902001192(NAD 83)
 QO1333
 QO1333                          SUPERSEDED SURVEY CONTROL
 QO1333
 QO1333  NAVD 88 (02/01/10)  289.225  (m)          948.90   (f) SUPERSEDED  2 1
 QO1333  NAVD 88 (06/15/91)  289.231  (m)          948.92   (f) SUPERSEDED  2 1
 QO1333  NGVD 29 (??/??/92)  289.129  (m)          948.58   (f) ADJ UNCH    2 1
 QO1333
 QO1333.Superseded values are not recommended for survey control.
 QO1333
 QO1333.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QO1333.See file dsdata.pdf to determine how the superseded data were derived.
 QO1333
 QO1333_MARKER: DB = BENCH MARK DISK
 QO1333_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 QO1333_SP_SET: BRIDGE ABUTMENT
 QO1333_STAMPING: 2780 P 1974
 QO1333_MARK LOGO: MNHD
 QO1333_MAGNETIC: N = NO MAGNETIC MATERIAL
 QO1333_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QO1333_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 QO1333+SATELLITE: SATELLITE OBSERVATIONS - September 04, 2014
 QO1333
 QO1333  HISTORY     - Date     Condition        Report By
 QO1333  HISTORY     - 1974     MONUMENTED       MNHD
 QO1333  HISTORY     - 1977     GOOD             MNDT
 QO1333  HISTORY     - 19910902 GOOD             USPSQD
 QO1333  HISTORY     - 20030827 GOOD             MNDT
 QO1333  HISTORY     - 20071008 GOOD             MNDT
 QO1333  HISTORY     - 20140904 GOOD             MNDT
 QO1333
 QO1333                          STATION DESCRIPTION
 QO1333
 QO1333'DESCRIBED BY MN DEPT OF TRANSP 1977
 QO1333'2.7 MI SE FROM ROGERS.
 QO1333'THE MARK IS LOCATED 2.75 MILES SOUTHEAST ALONG FAI 94 FROM THE
 QO1333'JUNCTION OF FAI 94 AND TRUNK HIGHWAY 101 IN ROGERS AND 0.4 MILES SOUTH
 QO1333'OF THE JUNCTION OF TRUNK HIGHWAY 101 AND TRUNK HIGHWAY 152. IT IS 21.0
 QO1333'FT. EAST OF AND 1 FT. HIGHER THAN THE CENTERLINE OF TRUNK HIGHWAY 101
 QO1333'AT TRUNK HIGHWAY 101 MILEPOINT 36.7. IT IS CEMENTED IN THE SOUTHEAST
 QO1333'CORNER (ABUTMENT) OF FAI 94 BRIDGE 27946 AT FAI 94 MILEPOINT 210.7.
 QO1333
 QO1333                          STATION RECOVERY (1991)
 QO1333
 QO1333'RECOVERY NOTE BY US POWER SQUADRON 1991 (REA)
 QO1333'RECOVERED IN GOOD CONDITION.
 QO1333
 QO1333                          STATION RECOVERY (2003)
 QO1333
 QO1333'RECOVERY NOTE BY MN DEPT OF TRANSP 2003 (MPP)
 QO1333'RECOVERED AS DESCRIBED.
 QO1333
 QO1333                          STATION RECOVERY (2007)
 QO1333
 QO1333'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (WEF)
 QO1333'THE MARK IS LOCATED ABOUT 7.0 MI (11.3 KM) WEST-SOUTHWEST OF ANOKA,
 QO1333'6.5 MI (10.5 KM) WEST-NORTHWEST OF OSSEO AND 2.4 MI (3.9 KM) SOUTHEAST
 QO1333'OF ROGERS.
 QO1333'
 QO1333'TO REACH TO THE MARK GO  2.75 MI (4.4 KM) SOUTHEAST OF ROGERS, 1.8 MI
 QO1333'(2.9 KM) SOUTHEAST ALONG COUNTY ROAD 81 FROM THE JUNCTION OF COUNTY
 QO1333'ROAD 8/COUNTY ROAD 101 AND TRUNK HIGHWAY 101 IN ROGERS, THENCE 0.45 MI
 QO1333'(0.7 KM) SOUTH ON COUNTY ROAD 101, 21 FT (6.4 M) EAST OF COUNTY ROAD
 QO1333'101, IN SOUTHEAST CORNER OF COUNTY ROAD 101 BRIDGE 27946 OVER
 QO1333'INTERSTATE HIGHWAY 94, AT INTERSTATE HIGHWAY 94 MILE POINT 210.7.
 QO1333
 QO1333                          STATION RECOVERY (2014)
 QO1333
 QO1333'RECOVERY NOTE BY MN DEPT OF TRANSP 2014 (MPP)
 QO1333'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 QO1332 ***********************************************************************
 QO1332  DESIGNATION -  2780 Q
 QO1332  PID         -  QO1332
 QO1332  STATE/COUNTY-  MN/HENNEPIN
 QO1332  COUNTRY     -  US
 QO1332  USGS QUAD   -  ROGERS (2019)
 QO1332
 QO1332                         *CURRENT SURVEY CONTROL
 QO1332  ______________________________________________________________________
 QO1332* NAD 83(1986) POSITION- 45 10 17.14   (N) 093 31 34.51   (W)   HD_HELD1
 QO1332* NAVD 88 ORTHO HEIGHT -   293.826 (meters)      963.99  (feet) ADJUSTED
 QO1332  ______________________________________________________________________
 QO1332  GEOID HEIGHT    -        -28.013 (meters)                     GEOID18
 QO1332  DYNAMIC HEIGHT  -        293.798 (meters)      963.90  (feet) COMP
 QO1332  MODELED GRAVITY -    980,514.7   (mgal)                       NAVD 88
 QO1332
 QO1332  VERT ORDER      -  SECOND    CLASS I
 QO1332
 QO1332.The horizontal coordinates were determined by differentially corrected
 QO1332.hand held GPS observations or other comparable positioning techniques
 QO1332.and have an estimated accuracy of +/- 3 meters.
 QO1332
 QO1332.The orthometric height was determined by differential leveling and
 QO1332.adjusted by the NATIONAL GEODETIC SURVEY
 QO1332.in June 1991.
 QO1332
 QO1332.Significant digits in the geoid height do not necessarily reflect accuracy.
 QO1332.GEOID18 height accuracy estimate available here.
 QO1332
 QO1332.Click photographs - Photos may exist for this station.
 QO1332
 QO1332.The dynamic height is computed by dividing the NAVD 88
 QO1332.geopotential number by the normal gravity value computed on the
 QO1332.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QO1332.degrees latitude (g = 980.6199 gals.).
 QO1332
 QO1332.The modeled gravity was interpolated from observed gravity values.
 QO1332
 QO1332;                    North         East    Units  Estimated Accuracy
 QO1332;SPC MN S     -   341,385.6     837,241.4     MT  (+/- 3 meters HH1 GPS) 
 QO1332
 QO1332_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL5864702128(NAD 83)
 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
 QO1332.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QO1332.See file dsdata.pdf to determine how the superseded data were derived.
 QO1332
 QO1332_MARKER: DB = BENCH MARK DISK
 QO1332_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 QO1332_SP_SET: BRIDGE ABUTMENT
 QO1332_STAMPING: 2780 Q 1974
 QO1332_MARK LOGO: MNHD
 QO1332_MAGNETIC: N = NO MAGNETIC MATERIAL
 QO1332_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QO1332_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 QO1332+SATELLITE: SATELLITE OBSERVATIONS - October 29, 2007
 QO1332
 QO1332  HISTORY     - Date     Condition        Report By
 QO1332  HISTORY     - 1974     MONUMENTED       MNHD
 QO1332  HISTORY     - 1977     GOOD             MNDT
 QO1332  HISTORY     - 19910902 GOOD             USPSQD
 QO1332  HISTORY     - 20030827 GOOD             MNDT
 QO1332  HISTORY     - 20051105 GOOD             USPSQD
 QO1332  HISTORY     - 20071029 GOOD             MNDT
 QO1332
 QO1332                          STATION DESCRIPTION
 QO1332
 QO1332'DESCRIBED BY MN DEPT OF TRANSP 1977
 QO1332'2.0 MI SE FROM ROGERS.
 QO1332'THE MARK IS LOCATED 2.1 MILES SOUTHEAST ALONG FAI 94 FROM THE JUNCTION
 QO1332'OF FAI 94 AND TRUNK HIGHWAY 101 IN ROGERS AT FAI 94 MILEPOINT 210.2 IT
 QO1332'IS 144.4 FT. SOUTHWEST OF TRUNK HIGHWAY 152 CENTERLINE, AT TRUNK
 QO1332'HIGHWAY 152 MILEPOINT 48.35, 9.8 FT. SOUTHWEST OF AND LEVEL WITH THE
 QO1332'SOUTHWEST RAIL OF THE BURLINGTON NORTHERN RAILROAD AT BNRR MILEPOINT
 QO1332'18.9 AND 26.3 FT. NORTHWEST OF THE SOUTHEAST END OF THE SOUTHWEST
 QO1332'CONCRETE BRIDGE ABUTMENT. IT IS EMENTED IN THE SOUTHEAST CORNER
 QO1332'(WALKWAY) OF FAI 94 BRIDGE 27948.
 QO1332
 QO1332                          STATION RECOVERY (1991)
 QO1332
 QO1332'RECOVERY NOTE BY US POWER SQUADRON 1991 (REA)
 QO1332'RECOVERED IN GOOD CONDITION.
 QO1332
 QO1332                          STATION RECOVERY (2003)
 QO1332
 QO1332'RECOVERY NOTE BY MN DEPT OF TRANSP 2003 (MPP)
 QO1332'0.20 MILES SOUTH ALONG TRUNK HIGHWAY 101 FROM THE JUNCTION OF TRUNK
 QO1332'HIGHWAY 101 AND INTERSTATE HIGHWAY 94 IN ROGERS, THEN 1.80 MILES
 QO1332'SOUTHEAST ON COUNTY ROAD 81/CO ROAD 101, 144.4 FEET SOUTHWEST OF
 QO1332'COUNTY ROAD 81, 9.5 FEET SOUTHWEST OF SOUTHWEST RAIL OF RAILROAD, IN
 QO1332'SOUTHEAST CORNER OF INTERSTATE HIGHWAY 94 RAILROAD BRIDGE 27948, 26.3
 QO1332'FEET NORTHWEST OF SOUTHEAST END OF SOUTHWEST BRIDGE ABUT
 QO1332
 QO1332                          STATION RECOVERY (2005)
 QO1332
 QO1332'RECOVERY NOTE BY US POWER SQUADRON 2005 (NDM)
 QO1332'RECOVERED IN GOOD CONDITION.
 QO1332
 QO1332                          STATION RECOVERY (2007)
 QO1332
 QO1332'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (WEF)
 QO1332'THE MARK IS LOCATED ABOUT 7.0 MI (11.3 KM) WEST-NORTHWEST OF OSSEO,
 QO1332'7.0 MI (11.3 KM) WEST-SOUTHWEST OF ANOKA AND 1.8 MI (2.9 KM) SOUTHEAST
 QO1332'OF ROGERS.
 QO1332'
 QO1332'TO REACH TO THE MARK GO 0.20 MI (0.3 KM) SOUTH ALONG TRUNK HIGHWAY 101
 QO1332'FROM THE JUNCTION OF TRUNK HIGHWAY 101 AND INTERSTATE HIGHWAY 94 IN
 QO1332'ROGERS, THEN 1.80 MI (2.9 KM) SOUTHEAST ON COUNTY ROAD 81/CO ROAD 101,
 QO1332'144.4 FT (44.0 M) SOUTHWEST OF COUNTY ROAD 81, 9.5 FT (2.9 M)
 QO1332'SOUTHWEST OF SOUTHWEST RAIL OF RAILROAD, IN SOUTHEAST CORNER OF
 QO1332'INTERSTATE HIGHWAY 94 RAILROAD BRIDGE 27948, 26.3 FT (8.0 M) NORTHWEST
 QO1332'OF SOUTHEAST END OF SOUTHWEST BRIDGE ABUTMENT.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 QO1331 ***********************************************************************
 QO1331  DESIGNATION -  2780 R
 QO1331  PID         -  QO1331
 QO1331  STATE/COUNTY-  MN/HENNEPIN
 QO1331  COUNTRY     -  US
 QO1331  USGS QUAD   -  ROGERS (2019)
 QO1331
 QO1331                         *CURRENT SURVEY CONTROL
 QO1331  ______________________________________________________________________
 QO1331* NAD 83(1986) POSITION- 45 10 18.69   (N) 093 31 34.64   (W)   HD_HELD1
 QO1331* NAVD 88 ORTHO HEIGHT -   294.611 (meters)      966.57  (feet) ADJUSTED
 QO1331  ______________________________________________________________________
 QO1331  GEOID HEIGHT    -        -28.015 (meters)                     GEOID18
 QO1331  DYNAMIC HEIGHT  -        294.583 (meters)      966.48  (feet) COMP
 QO1331  MODELED GRAVITY -    980,514.7   (mgal)                       NAVD 88
 QO1331
 QO1331  VERT ORDER      -  SECOND    CLASS I
 QO1331
 QO1331.The horizontal coordinates were determined by differentially corrected
 QO1331.hand held GPS observations or other comparable positioning techniques
 QO1331.and have an estimated accuracy of +/- 3 meters.
 QO1331
 QO1331.The orthometric height was determined by differential leveling and
 QO1331.adjusted by the NATIONAL GEODETIC SURVEY
 QO1331.in September 2016.
 QO1331
 QO1331.Significant digits in the geoid height do not necessarily reflect accuracy.
 QO1331.GEOID18 height accuracy estimate available here.
 QO1331
 QO1331.Click photographs - Photos may exist for this station.
 QO1331
 QO1331.The dynamic height is computed by dividing the NAVD 88
 QO1331.geopotential number by the normal gravity value computed on the
 QO1331.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QO1331.degrees latitude (g = 980.6199 gals.).
 QO1331
 QO1331.The modeled gravity was interpolated from observed gravity values.
 QO1331
 QO1331;                    North         East    Units  Estimated Accuracy
 QO1331;SPC MN S     -   341,433.4     837,238.2     MT  (+/- 3 meters HH1 GPS) 
 QO1331
 QO1331_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL5864402176(NAD 83)
 QO1331
 QO1331                          SUPERSEDED SURVEY CONTROL
 QO1331
 QO1331  NAVD 88 (06/15/91)  294.609  (m)          966.56   (f) SUPERSEDED  2 1
 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
 QO1331.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QO1331.See file dsdata.pdf to determine how the superseded data were derived.
 QO1331
 QO1331_MARKER: DB = BENCH MARK DISK
 QO1331_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 QO1331_SP_SET: BRIDGE ABUTMENT
 QO1331_STAMPING: 2780 R 1974
 QO1331_MARK LOGO: MNHD
 QO1331_MAGNETIC: N = NO MAGNETIC MATERIAL
 QO1331_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QO1331_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 QO1331+SATELLITE: SATELLITE OBSERVATIONS - September 04, 2014
 QO1331
 QO1331  HISTORY     - Date     Condition        Report By
 QO1331  HISTORY     - 1974     MONUMENTED       MNHD
 QO1331  HISTORY     - 1977     GOOD             MNDT
 QO1331  HISTORY     - 20030827 GOOD             MNDT
 QO1331  HISTORY     - 20030828 GOOD             MNDT
 QO1331  HISTORY     - 20051105 GOOD             USPSQD
 QO1331  HISTORY     - 20071029 GOOD             MNDT
 QO1331  HISTORY     - 20140904 GOOD             MNDT
 QO1331
 QO1331                          STATION DESCRIPTION
 QO1331
 QO1331'DESCRIBED BY MN DEPT OF TRANSP 1977
 QO1331'2.0 MI SE FROM ROGERS.
 QO1331'THE MARK IS LOCATED 2.1 MILES SOUTHEAST ALONG FAI 94 FROM THE JUNCTION
 QO1331'OF FAI 94 AND TRUNK HIGHWAY 101 IN ROGERS AT FAI MILEPOINT 210.0. IT
 QO1331'IS 23.0 FT. SOUTHWEST OF AND 1 FT. HIGHER THAN THE CENTERLINE OF TRUNK
 QO1331'HIGHWAY 152 AT MILEPOINT 48.2. IT IS CEMENTED IN THE SOUTHEAST CORNER
 QO1331'(ABUTMENT) OF FAI 94 BRIDGE 27947.
 QO1331
 QO1331                          STATION RECOVERY (2003)
 QO1331
 QO1331'RECOVERY NOTE BY MN DEPT OF TRANSP 2003 (MPP)
 QO1331'RECOVERED AS DESCRIBED.
 QO1331
 QO1331                          STATION RECOVERY (2003)
 QO1331
 QO1331'RECOVERY NOTE BY MN DEPT OF TRANSP 2003 (MPP)
 QO1331'2.1 MILES SOUTHEAST OF JUNCTION OF INTERSTATE HIGHWAY 94 AND TRUNK
 QO1331'HIGHWAY 101 AT ROGERS, 0.20 MILES SOUTH ALONG TRUNK HIGHWAY 101 FROM
 QO1331'JUNCTION OF TRUNK HIGHWAY 101 AND INTERSTATE HIGHWAY 94 IN ROGERS,
 QO1331'THENCE 1.80 MILES SOUTHEAST ON COUNTY ROAD 81/CO ROAD 101, 23 FEET
 QO1331'SOUTHWEST OF COUNTY ROAD 81, IN SOUTHEAST CORNER OF INTERSTATE HIGHWAY
 QO1331'94 BRIDGE 27947 OVER COUNTY ROAD 81
 QO1331
 QO1331                          STATION RECOVERY (2005)
 QO1331
 QO1331'RECOVERY NOTE BY US POWER SQUADRON 2005 (NDM)
 QO1331'RECOVERED IN GOOD CONDITION.
 QO1331
 QO1331                          STATION RECOVERY (2007)
 QO1331
 QO1331'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (WEF)
 QO1331'THE MARK IS LOCATED ABOUT 7.0 MI (11.3 KM) WEST-NORTHWEST OF OSSEO,
 QO1331'7.0 MI (11.3 KM) WEST-SOUTHWEST OF ANOKA AND 1.8 MI (2.9 KM) SOUTHEAST
 QO1331'OF ROGERS.
 QO1331'
 QO1331'TO REACH TO THE MARK GO 2.1 MI (3.4 KM) SOUTHEAST OF THE JUNCTION OF
 QO1331'INTERSTATE HIGHWAY 94 AND TRUNK HIGHWAY 101 AT ROGERS, 0.20 MI (0.3
 QO1331'KM) SOUTH ALONG TRUNK HIGHWAY 101 FROM THE JUNCTION OF TRUNK HIGHWAY
 QO1331'101 AND INTERSTATE HIGHWAY 94 IN ROGERS, THENCE 1.80 MI (2.9 KM)
 QO1331'SOUTHEAST ON COUNTY ROAD 81/CO ROAD 101, 23 FT (7.0 M) SOUTHWEST OF
 QO1331'COUNTY ROAD 81, IN SOUTHEAST CORNER OF COUNTY ROAD 81 BRIDGE 27947
 QO1331'OVER FAI 94.
 QO1331
 QO1331                          STATION RECOVERY (2014)
 QO1331
 QO1331'RECOVERY NOTE BY MN DEPT OF TRANSP 2014 (MPP)
 QO1331'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 QO1330 ***********************************************************************
 QO1330  DESIGNATION -  2780 S
 QO1330  PID         -  QO1330
 QO1330  STATE/COUNTY-  MN/HENNEPIN
 QO1330  COUNTRY     -  US
 QO1330  USGS QUAD   -  ROGERS (2019)
 QO1330
 QO1330                         *CURRENT SURVEY CONTROL
 QO1330  ______________________________________________________________________
 QO1330* NAD 83(1986) POSITION- 45 10 43.89   (N) 093 31 54.56   (W)   HD_HELD1
 QO1330* NAVD 88 ORTHO HEIGHT -   292.140 (meters)      958.46  (feet) ADJUSTED
 QO1330  ______________________________________________________________________
 QO1330  GEOID HEIGHT    -        -28.039 (meters)                     GEOID18
 QO1330  DYNAMIC HEIGHT  -        292.113 (meters)      958.37  (feet) COMP
 QO1330  MODELED GRAVITY -    980,514.3   (mgal)                       NAVD 88
 QO1330
 QO1330  VERT ORDER      -  SECOND    CLASS I
 QO1330
 QO1330.The horizontal coordinates were determined by differentially corrected
 QO1330.hand held GPS observations or other comparable positioning techniques
 QO1330.and have an estimated accuracy of +/- 3 meters.
 QO1330
 QO1330.The orthometric height was determined by differential leveling and
 QO1330.adjusted by the NATIONAL GEODETIC SURVEY
 QO1330.in September 2016.
 QO1330
 QO1330.Significant digits in the geoid height do not necessarily reflect accuracy.
 QO1330.GEOID18 height accuracy estimate available here.
 QO1330
 QO1330.Click photographs - Photos may exist for this station.
 QO1330
 QO1330.The dynamic height is computed by dividing the NAVD 88
 QO1330.geopotential number by the normal gravity value computed on the
 QO1330.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QO1330.degrees latitude (g = 980.6199 gals.).
 QO1330
 QO1330.The modeled gravity was interpolated from observed gravity values.
 QO1330
 QO1330;                    North         East    Units  Estimated Accuracy
 QO1330;SPC MN S     -   342,208.8     836,798.8     MT  (+/- 3 meters HH1 GPS) 
 QO1330
 QO1330_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL5821402957(NAD 83)
 QO1330
 QO1330                          SUPERSEDED SURVEY CONTROL
 QO1330
 QO1330  NAVD 88 (06/15/91)  292.099  (m)          958.33   (f) SUPERSEDED  2 1
 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
 QO1330.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QO1330.See file dsdata.pdf to determine how the superseded data were derived.
 QO1330
 QO1330_MARKER: DB = BENCH MARK DISK
 QO1330_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 QO1330_STAMPING: 2780 S 1974
 QO1330_MARK LOGO: MNHD
 QO1330_PROJECTION: FLUSH
 QO1330_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 QO1330_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QO1330_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 QO1330+SATELLITE: SATELLITE OBSERVATIONS - February 27, 2020
 QO1330
 QO1330  HISTORY     - Date     Condition        Report By
 QO1330  HISTORY     - 1974     MONUMENTED       MNHD
 QO1330  HISTORY     - 1977     GOOD             MNDT
 QO1330  HISTORY     - 20030826 GOOD             MNDT
 QO1330  HISTORY     - 20030827 GOOD             MNDT
 QO1330  HISTORY     - 20051105 GOOD             USPSQD
 QO1330  HISTORY     - 20071029 GOOD             MNDT
 QO1330  HISTORY     - 20141001 GOOD             MNDT
 QO1330  HISTORY     - 20200227 GOOD             MNDT
 QO1330
 QO1330                          STATION DESCRIPTION
 QO1330
 QO1330'DESCRIBED BY MN DEPT OF TRANSP 1977
 QO1330'1.5 MI SE FROM ROGERS.
 QO1330'THE MARK IS LOCATED 1.5 MILES SOUTHEAST ALONG FAI 94 FROM THE JUNCTION
 QO1330'OF FAI 94 AND TRUNK HIGHWAY 101 AT ROGERS AND 0.55 MILE NORTHWEST OF
 QO1330'BRIDGE 27947 AT TRUNK HIGHWAY 152 NEAR THE NORTHWEST CORNER OF A
 QO1330'WOODED AREA. IT IS 83.0 FT. SOUTHWEST OF AND 2 FT. LOWER THAN THE
 QO1330'SOUTHWEST EDGE OF THE CONCRETE PAVEMENT OF EASTBOUND FAI 94 AT STENCIL
 QO1330'1745 AND MILEPOINT 209.45, 3.8 FT. NORTHEAST OF A CHAIN LINK FENCE. IT
 QO1330'IS 0.5 FT. NORTHEAST OF A STEEL WITNESS POST.
 QO1330
 QO1330                          STATION RECOVERY (2003)
 QO1330
 QO1330'RECOVERY NOTE BY MN DEPT OF TRANSP 2003 (MPP)
 QO1330'1.5 MILES SOUTHEAST OF JUNCTION OF INTERSTATE HIGHWAY 94 AND TRUNK
 QO1330'HIGHWAY 101 AT ROGERS, 0.55 MILES NORTHWEST OF INTERSTATE HIGHWAY 94
 QO1330'BRIDGE OVER TRUNK HIGHWAY 152, 83 FEET SOUTHWEST OF SOUTHWEST EDGE OF
 QO1330'EASTBOUND INTERSTATE HIGHWAY 94 AT STATION STENCIL 1745, AT INTERSTATE
 QO1330'HIGHWAY 94 MILEPOINT 209.25, 3.8 FEET NORTHEAST OF FENCE, 200 FEET
 QO1330'NORTHWEST OF CANVAS BOAT COVER BUSINESS, 0.5 FEET NORTHEAST OF WITNESS
 QO1330'POST
 QO1330
 QO1330                          STATION RECOVERY (2003)
 QO1330
 QO1330'RECOVERY NOTE BY MN DEPT OF TRANSP 2003 (MPP)
 QO1330'RECOVERED AS DESCRIBED.
 QO1330
 QO1330                          STATION RECOVERY (2005)
 QO1330
 QO1330'RECOVERY NOTE BY US POWER SQUADRON 2005 (NDM)
 QO1330'RECOVERED IN GOOD CONDITION.
 QO1330
 QO1330                          STATION RECOVERY (2007)
 QO1330
 QO1330'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (WEF)
 QO1330'THE MARK IS LOCATED ABOUT 7.2 MI (11.6 KM) WEST OF ANOKA, 6.8 MI (10.9
 QO1330'KM) EAST-SOUTHEAST OF SAINT MICHAEL AND 1.3 MI (2.1 KM) SOUTHEAST OF
 QO1330'ROGERS.
 QO1330'
 QO1330'TO REACH TO THE MARK GO 1.5 MI (2.4 KM) SOUTHEAST OF THE JUNCTION OF
 QO1330'INTERSTATE HIGHWAY 94 AND TRUNK HIGHWAY 101 AT ROGERS, 0.55 MI (0.9
 QO1330'KM) NORTHWEST OF INTERSTATE HIGHWAY 94 BRIDGE OVER TRUNK HIGHWAY 152,
 QO1330'83 FT (25.3 M) SOUTHWEST OF SOUTHWEST EDGE OF EASTBOUND INTERSTATE
 QO1330'HIGHWAY 94 AT STATION STENCIL 1745, AT INTERSTATE HIGHWAY 94 MI (151.2
 QO1330'KM) POINT 209.25, 3.8 FT (1.2 M) NORTHEAST OF A FENCE, 200 FT (61.0 M)
 QO1330'NORTHWEST OF CANVAS BOAT COVER BUSINESS, 0.5 FT (0.2 M) NORTHEAST OF A
 QO1330'WITNESS POST.
 QO1330
 QO1330                          STATION RECOVERY (2014)
 QO1330
 QO1330'RECOVERY NOTE BY MN DEPT OF TRANSP 2014 (KMS)
 QO1330'RECOVERED AS DESCRIBED.
 QO1330
 QO1330                          STATION RECOVERY (2020)
 QO1330
 QO1330'RECOVERY NOTE BY MN DEPT OF TRANSP 2020 (MS)
 QO1330'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 QO1329 ***********************************************************************
 QO1329  DESIGNATION -  2780 T
 QO1329  PID         -  QO1329
 QO1329  STATE/COUNTY-  MN/HENNEPIN
 QO1329  COUNTRY     -  US
 QO1329  USGS QUAD   -  ROGERS (2019)
 QO1329
 QO1329                         *CURRENT SURVEY CONTROL
 QO1329  ______________________________________________________________________
 QO1329* NAD 83(2011) POSITION- 45 11 03.15102(N) 093 32 12.46658(W)   ADJUSTED
 QO1329* NAD 83(2011) ELLIP HT-   264.802 (meters)        (06/27/12)   ADJUSTED
 QO1329* NAD 83(2011) EPOCH   -  2010.00
 QO1329* NAVD 88 ORTHO HEIGHT -   292.872 (meters)      960.86  (feet) ADJUSTED
 QO1329  ______________________________________________________________________
 QO1329  GEOID HEIGHT    -        -28.056 (meters)                     GEOID18
 QO1329  NAD 83(2011) X  -   -277,805.206 (meters)                     COMP
 QO1329  NAD 83(2011) Y  - -4,494,701.546 (meters)                     COMP
 QO1329  NAD 83(2011) Z  -  4,501,988.680 (meters)                     COMP
 QO1329  LAPLACE CORR    -         -0.28  (seconds)                    DEFLEC18
 QO1329  DYNAMIC HEIGHT  -        292.844 (meters)      960.77  (feet) COMP
 QO1329  MODELED GRAVITY -    980,514.2   (mgal)                       NAVD 88
 QO1329
 QO1329  VERT ORDER      -  SECOND    CLASS I
 QO1329
 QO1329  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 QO1329  Standards:
 QO1329         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 QO1329            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 QO1329  -------------------------------------------------------------------
 QO1329  NETWORK    0.35   0.37           0.16   0.12   0.19      0.11575259
 QO1329  -------------------------------------------------------------------
 QO1329  Click here for local accuracies and other accuracy information.
 QO1329
 QO1329.The horizontal coordinates were established by GPS observations
 QO1329.and adjusted by the National Geodetic Survey in June 2012.
 QO1329
 QO1329.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 QO1329.been affixed to the stable North American tectonic plate. See 
 QO1329.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 QO1329
 QO1329.The horizontal coordinates are valid at the epoch date displayed above
 QO1329.which is a decimal equivalence of Year/Month/Day.
 QO1329
 QO1329.The orthometric height was determined by differential leveling and
 QO1329.adjusted by the NATIONAL GEODETIC SURVEY
 QO1329.in September 2016.
 QO1329
 QO1329.Significant digits in the geoid height do not necessarily reflect accuracy.
 QO1329.GEOID18 height accuracy estimate available here.
 QO1329
 QO1329.Click photographs - Photos may exist for this station.
 QO1329
 QO1329.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 QO1329
 QO1329.The Laplace correction was computed from DEFLEC18 derived deflections.
 QO1329
 QO1329.The ellipsoidal height was determined by GPS observations
 QO1329.and is referenced to NAD 83.
 QO1329
 QO1329.The dynamic height is computed by dividing the NAVD 88
 QO1329.geopotential number by the normal gravity value computed on the
 QO1329.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QO1329.degrees latitude (g = 980.6199 gals.).
 QO1329
 QO1329.The modeled gravity was interpolated from observed gravity values.
 QO1329
 QO1329. The following values were computed from the NAD 83(2011) position.
 QO1329
 QO1329;                    North         East     Units Scale Factor Converg.
 QO1329;SPC MN S     -   342,801.183   836,404.485   MT  0.99999307   +0 19 28.8
 QO1329;SPC MN S     - 1,124,673.55  2,744,103.71   sFT  0.99999307   +0 19 28.8
 QO1329;UTM  15      - 5,003,554.115   457,828.030   MT  0.99962187   -0 22 50.9
 QO1329
 QO1329!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QO1329!SPC MN S     -   0.99995849  x   0.99999307  =   0.99995156
 QO1329!UTM  15      -   0.99995849  x   0.99962187  =   0.99958037
 QO1329
 QO1329:                Primary Azimuth Mark                     Grid Az
 QO1329:SPC MN S     -  2780 U                                   313 09 45.9
 QO1329:UTM  15      -  2780 U                                   313 52 05.6
 QO1329
 QO1329_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL5782803554(NAD 83)
 QO1329
 QO1329|---------------------------------------------------------------------|
 QO1329| PID    Reference Object                     Distance      Geod. Az  |
 QO1329|                                                           dddmmss.s |
 QO1329| QO1328 2780 U                              APPROX. 0.8 KM 3132914.7 |
 QO1329|---------------------------------------------------------------------|
 QO1329
 QO1329                          SUPERSEDED SURVEY CONTROL
 QO1329
 QO1329  NAD 83(2007)-  45 11 03.15123(N)    093 32 12.46736(W) AD(2002.00) 0
 QO1329  ELLIP H (02/10/07)  264.831  (m)                       GP(2002.00)    
 QO1329  NAD 83(1996)-  45 11 03.15114(N)    093 32 12.46652(W) AD(       ) 1
 QO1329  ELLIP H (01/02/04)  264.856  (m)                       GP(       ) 3 1
 QO1329  NAVD 88             292.86   (m)          960.8    (f) LEVELING    3  
 QO1329  NAVD 88 (06/15/91)  292.861  (m)          960.83   (f) SUPERSEDED  2 1
 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
 QO1329.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QO1329.See file dsdata.pdf to determine how the superseded data were derived.
 QO1329
 QO1329_MARKER: DB = BENCH MARK DISK
 QO1329_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 QO1329_STAMPING: 2780 T 1974
 QO1329_MARK LOGO: MNHD
 QO1329_PROJECTION: FLUSH
 QO1329_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 QO1329_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QO1329_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QO1329+SATELLITE: SATELLITE OBSERVATIONS - September 12, 2016
 QO1329
 QO1329  HISTORY     - Date     Condition        Report By
 QO1329  HISTORY     - 1974     MONUMENTED       MNHD
 QO1329  HISTORY     - 1977     GOOD             MNDT
 QO1329  HISTORY     - 20030827 GOOD             MNDT
 QO1329  HISTORY     - 20051105 GOOD             USPSQD
 QO1329  HISTORY     - 20071029 GOOD             MNDT
 QO1329  HISTORY     - 20141001 GOOD             MNDT
 QO1329  HISTORY     - 20160912 GOOD             MNDT
 QO1329
 QO1329                          STATION DESCRIPTION
 QO1329
 QO1329'DESCRIBED BY MN DEPT OF TRANSP 1977
 QO1329'1.0 MI SE FROM ROGERS.
 QO1329'THE MARK IS LOCATED 1.0 MILE SOUTHEAST ALONG FAI 94 FROM THE JUNCTION
 QO1329'OF FAI 94 AND TRUNK HIGHWAY 101 AT ROGERS AND 1 MILE NORTHWEST OF FAI
 QO1329'94 BRIDGE 27947 AT TRUNK HIGHWAY 152. IT IS 83.8 FT. NORTHEAST OF AND
 QO1329'3 FT. LOWER THAN THE NORTHEAST EDGE OF THE CONCRETE PAVEMENT OF FAI
 QO1329'94 WESTBOUND AT MILEPOINT 209.0 (ENGINEER STATION 1721+50) AND 3.0
 QO1329'FT. SOUTHWEST OF A CHAIN LINK FENCE. IT IS 0.6 FT. SOUTHWEST OF A
 QO1329'STEEL WITNESS POST.
 QO1329
 QO1329                          STATION RECOVERY (2003)
 QO1329
 QO1329'RECOVERY NOTE BY MN DEPT OF TRANSP 2003 (MPP)
 QO1329'THE MARK WAS RECOVERED 1 MILE SE OF ROGERS, 1 MI (1.6 KM) NW OF COUNTY
 QO1329'ROAD 101 BRIDGE
 QO1329'OVER INTERSTATE HIGHWAY 94, 83.8 FT (25.5 M) NE OF NE EDGE OF
 QO1329'WESTBOUND INTERSTATE
 QO1329'HIGHWAY 94 AT MILEPOINT 208.80 , 3 FT (0.9 M) SW OF FENCE, 2.4 FT (0.7
 QO1329'M) SW OF WITNESS POST.
 QO1329'
 QO1329
 QO1329                          STATION RECOVERY (2005)
 QO1329
 QO1329'RECOVERY NOTE BY US POWER SQUADRON 2005 (NDM)
 QO1329'RECOVERED IN GOOD CONDITION.
 QO1329
 QO1329                          STATION RECOVERY (2007)
 QO1329
 QO1329'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (WEF)
 QO1329'THE MARK IS LOCATED ABOUT 7.4 MI (11.9 KM) WEST OF ANOKA, 6.5 MI (10.5
 QO1329'KM) EAST-SOUTHEAST OF SAINT MICHAEL AND 0.9 MI (1.4 KM) EAST-SOUTHEAST
 QO1329'OF ROGERS.
 QO1329'
 QO1329'TO REACH TO THE MARK GO 1.0 MI (1.6 KM) SOUTHEAST OF THE JUNCTION OF
 QO1329'INTERSTATE HIGHWAY 94 AND TRUNK HIGHWAY 101 AT ROGERS, 1 MI (1.6 KM)
 QO1329'NORTHWEST OF INTERSTATE HIGHWAY 94 BRIDGE OVER TRUNK HIGHWAY 152, AT
 QO1329'INTERSTATE HIGHWAY 94 MI (151.2 KM) POINT 208.80, 83.8 FT (25.5 M)
 QO1329'NORTHEAST OF NORTHEAST EDGE OF WESTBOUND INTERSTATE HIGHWAY 94, 3 FT
 QO1329'(0.9 M) SOUTHWEST OF A FENCE, 2.4 FT (0.7 M) SOUTHWEST OF A WITNESS
 QO1329'POST.
 QO1329
 QO1329                          STATION RECOVERY (2014)
 QO1329
 QO1329'RECOVERY NOTE BY MN DEPT OF TRANSP 2014 (KMS)
 QO1329'RECOVERED AS DESCRIBED.
 QO1329
 QO1329                          STATION RECOVERY (2016)
 QO1329
 QO1329'RECOVERY NOTE BY MN DEPT OF TRANSP 2016 (MPP)
 QO1329'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 QO1328 ***********************************************************************
 QO1328  DESIGNATION -  2780 U
 QO1328  PID         -  QO1328
 QO1328  STATE/COUNTY-  MN/HENNEPIN
 QO1328  COUNTRY     -  US
 QO1328  USGS QUAD   -  ROGERS (2019)
 QO1328
 QO1328                         *CURRENT SURVEY CONTROL
 QO1328  ______________________________________________________________________
 QO1328* NAD 83(2011) POSITION- 45 11 21.56594(N) 093 32 39.92248(W)   ADJUSTED
 QO1328* NAD 83(2011) ELLIP HT-   265.791 (meters)        (06/27/12)   ADJUSTED
 QO1328* NAD 83(2011) EPOCH   -  2010.00
 QO1328* NAVD 88 ORTHO HEIGHT -   293.873 (meters)      964.15  (feet) ADJUSTED
 QO1328  ______________________________________________________________________
 QO1328  GEOID HEIGHT    -        -28.070 (meters)                     GEOID18
 QO1328  NAD 83(2011) X  -   -278,378.602 (meters)                     COMP
 QO1328  NAD 83(2011) Y  - -4,494,262.689 (meters)                     COMP
 QO1328  NAD 83(2011) Z  -  4,502,390.066 (meters)                     COMP
 QO1328  LAPLACE CORR    -         -0.50  (seconds)                    DEFLEC18
 QO1328  DYNAMIC HEIGHT  -        293.845 (meters)      964.06  (feet) COMP
 QO1328  MODELED GRAVITY -    980,514.2   (mgal)                       NAVD 88
 QO1328
 QO1328  VERT ORDER      -  SECOND    CLASS I
 QO1328
 QO1328  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 QO1328  Standards:
 QO1328         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 QO1328            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 QO1328  -------------------------------------------------------------------
 QO1328  NETWORK    0.30   0.39           0.13   0.11   0.20      0.00401364
 QO1328  -------------------------------------------------------------------
 QO1328  Click here for local accuracies and other accuracy information.
 QO1328
 QO1328.The horizontal coordinates were established by GPS observations
 QO1328.and adjusted by the National Geodetic Survey in June 2012.
 QO1328
 QO1328.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 QO1328.been affixed to the stable North American tectonic plate. See 
 QO1328.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 QO1328
 QO1328.The horizontal coordinates are valid at the epoch date displayed above
 QO1328.which is a decimal equivalence of Year/Month/Day.
 QO1328
 QO1328.The orthometric height was determined by differential leveling and
 QO1328.adjusted by the NATIONAL GEODETIC SURVEY
 QO1328.in April 2021.
 QO1328
 QO1328.Significant digits in the geoid height do not necessarily reflect accuracy.
 QO1328.GEOID18 height accuracy estimate available here.
 QO1328
 QO1328.Click photographs - Photos may exist for this station.
 QO1328
 QO1328.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 QO1328
 QO1328.The Laplace correction was computed from DEFLEC18 derived deflections.
 QO1328
 QO1328.The ellipsoidal height was determined by GPS observations
 QO1328.and is referenced to NAD 83.
 QO1328
 QO1328.The dynamic height is computed by dividing the NAVD 88
 QO1328.geopotential number by the normal gravity value computed on the
 QO1328.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QO1328.degrees latitude (g = 980.6199 gals.).
 QO1328
 QO1328.The modeled gravity was interpolated from observed gravity values.
 QO1328
 QO1328. The following values were computed from the NAD 83(2011) position.
 QO1328
 QO1328;                    North         East     Units Scale Factor Converg.
 QO1328;SPC MN S     -   343,366.288   835,801.924   MT  0.99999414   +0 19 09.6
 QO1328;SPC MN S     - 1,126,527.56  2,742,126.81   sFT  0.99999414   +0 19 09.6
 QO1328;UTM  15      - 5,004,126.384   457,232.694   MT  0.99962249   -0 23 10.5
 QO1328
 QO1328!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QO1328!SPC MN S     -   0.99995833  x   0.99999414  =   0.99995247
 QO1328!UTM  15      -   0.99995833  x   0.99962249  =   0.99958084
 QO1328
 QO1328:                Primary Azimuth Mark                     Grid Az
 QO1328:SPC MN S     -  2780 T                                   133 09 45.6
 QO1328:UTM  15      -  2780 T                                   133 52 05.7
 QO1328
 QO1328_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL5723204126(NAD 83)
 QO1328
 QO1328|---------------------------------------------------------------------|
 QO1328| PID    Reference Object                     Distance      Geod. Az  |
 QO1328|                                                           dddmmss.s |
 QO1328| QO1329 2780 T                              APPROX. 0.8 KM 1332855.2 |
 QO1328|---------------------------------------------------------------------|
 QO1328
 QO1328                          SUPERSEDED SURVEY CONTROL
 QO1328
 QO1328  NAD 83(2007)-  45 11 21.56615(N)    093 32 39.92326(W) AD(2002.00) 0
 QO1328  ELLIP H (02/10/07)  265.820  (m)                       GP(2002.00)    
 QO1328  NAD 83(1996)-  45 11 21.56590(N)    093 32 39.92280(W) AD(       ) 1
 QO1328  ELLIP H (11/19/03)  265.855  (m)                       GP(       ) 3 2
 QO1328  NAVD 88 (09/20/16)  293.867  (m)          964.13   (f) SUPERSEDED  2 1
 QO1328  NAVD 88 (02/01/10)  293.865  (m)          964.12   (f) SUPERSEDED  2 1
 QO1328  NAVD 88             293.87   (m)          964.1    (f) LEVELING    3  
 QO1328  NAVD 88 (06/15/91)  293.872  (m)          964.15   (f) SUPERSEDED  2 1
 QO1328  NGVD 29 (??/??/92)  293.759  (m)          963.77   (f) ADJ UNCH    2 1
 QO1328
 QO1328.Superseded values are not recommended for survey control.
 QO1328
 QO1328.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QO1328.See file dsdata.pdf to determine how the superseded data were derived.
 QO1328
 QO1328_MARKER: DB = BENCH MARK DISK
 QO1328_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 QO1328_STAMPING: 2780 U 1974
 QO1328_MARK LOGO: MNHD
 QO1328_PROJECTION: RECESSED 5 CENTIMETERS
 QO1328_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 QO1328_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QO1328_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QO1328+SATELLITE: SATELLITE OBSERVATIONS - September 12, 2016
 QO1328
 QO1328  HISTORY     - Date     Condition        Report By
 QO1328  HISTORY     - 19740401 MONUMENTED       MNHD
 QO1328  HISTORY     - 1977     GOOD             MNDT
 QO1328  HISTORY     - 20030401 GOOD             MNDT
 QO1328  HISTORY     - 20030827 GOOD             MNDT
 QO1328  HISTORY     - 20071029 GOOD             MNDT
 QO1328  HISTORY     - 20141001 GOOD             MNDT
 QO1328  HISTORY     - 20160419 GOOD             MNDT
 QO1328  HISTORY     - 20160912 GOOD             MNDT
 QO1328
 QO1328                          STATION DESCRIPTION
 QO1328
 QO1328'DESCRIBED BY MN DEPT OF TRANSP 1977
 QO1328'0.5 MI SE FROM ROGERS.
 QO1328'THE MARK IS LOCATED 0.5 MILE SOUTHEAST ALONG FAI 94 FROM THE JUNCTION
 QO1328'OF FAI 94 AND TRUNK HIGHWAY 101 IN ROGERS. IT IS 82.0 FT. SOUTHWEST OF
 QO1328'THE SOUTHWEST EDGE OF CONCRETE PAVEMENT OF EASTBOUND FAI 94 AT STENCIL
 QO1328'1895 AND MILEPOINT 208.45, 54.5 FT. SOUTHEAST OF THE SOUTHEAST RANGE
 QO1328'LINE OF A ONE STORY METAL BUILDING (CROSSTOWN MARINE), AND 5.0 FEET
 QO1328'NORTHEAST OF A CHAIN LINK FENCE. IT IS 0.5 FT. NORTHEAST OF A STEEL
 QO1328'WITNESS POST.
 QO1328
 QO1328                          STATION RECOVERY (2003)
 QO1328
 QO1328'RECOVERY NOTE BY MN DEPT OF TRANSP 2003 (WAS)
 QO1328'THE MARK WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.  AT FAI 94 MP
 QO1328'208.3.  THE MARK IS RECESSED 1 INCH, AND MAGNETIC.  THE MARK IS A
 QO1328'MINNESOTA HIGHWAY DEPT BENCH MARK DISK SET BY SAME IN 1974.
 QO1328
 QO1328                          STATION RECOVERY (2003)
 QO1328
 QO1328'RECOVERY NOTE BY MN DEPT OF TRANSP 2003 (MPP)
 QO1328'RECOVERED AS DESCRIBED.
 QO1328
 QO1328                          STATION RECOVERY (2007)
 QO1328
 QO1328'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (WEF)
 QO1328'THE MARK IS LOCATED ABOUT 7.7 MI (12.4 KM) WEST OF ANOKA, 6.1 MI (9.8
 QO1328'KM) EAST-SOUTHEAST OF SAINT MICHAEL AND 0.4 MI (0.6 KM) EAST OF
 QO1328'ROGERS.
 QO1328'
 QO1328'TO REACH TO THE MARK GO 0.55 MI (0.9 KM) SOUTHEAST OF THE JUNCTION OF
 QO1328'INTERSTATE HIGHWAY 94 AND TRUNK HIGHWAY 101 AT ROGERS, 82 FT (25.0 M)
 QO1328'SOUTHWEST OF SOUTHWEST EDGE OF EASTBOUND INTERSTATE HIGHWAY 94 AT
 QO1328'STATION STENCIL 1895, AT INTERSTATE HIGHWAY 94 MI (151.2 KM) POINT
 QO1328'208.30, 5 FT (1.5 M) NORTHEAST OF A FENCE, 4.3 FT (1.3 M) NORTHEAST OF
 QO1328'A WITNESS POST.
 QO1328
 QO1328                          STATION RECOVERY (2014)
 QO1328
 QO1328'RECOVERY NOTE BY MN DEPT OF TRANSP 2014 (KMS)
 QO1328'RECOVERED AS DESCRIBED.
 QO1328
 QO1328                          STATION RECOVERY (2016)
 QO1328
 QO1328'RECOVERY NOTE BY MN DEPT OF TRANSP 2016 (MXM)
 QO1328'IN ROGERS, 0.55 MILE SOUTHEAST ALONG INTERSTATE HIGHWAY 94 FROM THE
 QO1328'JUNCTION OF INTERSTATE HIGHWAY 94 AND TRUNK HIGHWAY 101, 82 FEET
 QO1328'SOUTHWEST OF THE SOUTHWEST EDGE OF EASTBOUND INTERSTATE HIGHWAY 94 AT
 QO1328'STATION STENCIL 1895, AT INTERSTATE HIGHWAY 94 MILEPOINT 208.3, 5.0
 QO1328'FEET NORTHEAST OF THE FENCE, 4.3 FEET NORTHEAST OF THE WITNESS POST.
 QO1328
 QO1328                          STATION RECOVERY (2016)
 QO1328
 QO1328'RECOVERY NOTE BY MN DEPT OF TRANSP 2016 (MPP)
 QO1328'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 QO1283 ***********************************************************************
 QO1283  DESIGNATION -  2780 V
 QO1283  PID         -  QO1283
 QO1283  STATE/COUNTY-  MN/HENNEPIN
 QO1283  COUNTRY     -  US
 QO1283  USGS QUAD   -  ROGERS (2019)
 QO1283
 QO1283                         *CURRENT SURVEY CONTROL
 QO1283  ______________________________________________________________________
 QO1283* NAD 83(1986) POSITION- 45 11 39.90   (N) 093 33 08.36   (W)   HD_HELD1
 QO1283* NAVD 88 ORTHO HEIGHT -   298.947 (meters)      980.80  (feet) ADJUSTED
 QO1283  ______________________________________________________________________
 QO1283  GEOID HEIGHT    -        -28.083 (meters)                     GEOID18
 QO1283  DYNAMIC HEIGHT  -        298.919 (meters)      980.70  (feet) COMP
 QO1283  MODELED GRAVITY -    980,514.5   (mgal)                       NAVD 88
 QO1283
 QO1283  VERT ORDER      -  SECOND    CLASS I
 QO1283
 QO1283.The horizontal coordinates were determined by differentially corrected
 QO1283.hand held GPS observations or other comparable positioning techniques
 QO1283.and have an estimated accuracy of +/- 3 meters.
 QO1283
 QO1283.The orthometric height was determined by differential leveling and
 QO1283.adjusted by the NATIONAL GEODETIC SURVEY
 QO1283.in September 2016.
 QO1283
 QO1283.Significant digits in the geoid height do not necessarily reflect accuracy.
 QO1283.GEOID18 height accuracy estimate available here.
 QO1283
 QO1283.Click photographs - Photos may exist for this station.
 QO1283
 QO1283.The dynamic height is computed by dividing the NAVD 88
 QO1283.geopotential number by the normal gravity value computed on the
 QO1283.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QO1283.degrees latitude (g = 980.6199 gals.).
 QO1283
 QO1283.The modeled gravity was interpolated from observed gravity values.
 QO1283
 QO1283;                    North         East    Units  Estimated Accuracy
 QO1283;SPC MN S     -   343,928.8     835,178.1     MT  (+/- 3 meters HH1 GPS) 
 QO1283
 QO1283_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL5661604696(NAD 83)
 QO1283
 QO1283                          SUPERSEDED SURVEY CONTROL
 QO1283
 QO1283  NAVD 88 (06/15/91)  298.945  (m)          980.79   (f) SUPERSEDED  2 1
 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
 QO1283.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QO1283.See file dsdata.pdf to determine how the superseded data were derived.
 QO1283
 QO1283_MARKER: DB = BENCH MARK DISK
 QO1283_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 QO1283_SP_SET: BRIDGE ABUTMENT
 QO1283_STAMPING: 2780 V 1974
 QO1283_MARK LOGO: MNHD
 QO1283_MAGNETIC: N = NO MAGNETIC MATERIAL
 QO1283_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QO1283_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 QO1283+SATELLITE: SATELLITE OBSERVATIONS - September 12, 2016
 QO1283
 QO1283  HISTORY     - Date     Condition        Report By
 QO1283  HISTORY     - 1974     MONUMENTED       MNHD
 QO1283  HISTORY     - 1977     GOOD             MNDT
 QO1283  HISTORY     - 1978     GOOD             MNDT
 QO1283  HISTORY     - 20030827 GOOD             MNDT
 QO1283  HISTORY     - 20071008 GOOD             MNDT
 QO1283  HISTORY     - 20090326 GOOD             MNDT
 QO1283  HISTORY     - 20141001 GOOD             MNDT
 QO1283  HISTORY     - 20160912 GOOD             MNDT
 QO1283
 QO1283                          STATION DESCRIPTION
 QO1283
 QO1283'DESCRIBED BY MN DEPT OF TRANSP 1977
 QO1283'IN ROGERS.
 QO1283'THE MARK IS LOCATED AT ROGERS, AT THE JUNCTION OF FAI 94 AND TRUNK
 QO1283'HIGHWAY 101, AT FAI 94 MILEPOINT 207.95. THE MARK IS 30.0 FT. EAST AND
 QO1283'1 FT. LOWER THAN THE NORTHBOUND CENTERLINE OF TRUNK HIGHWAY 101 AT
 QO1283'MILEPOINT 39.8 IT IS CEMENTED IN THE SOUTHEAST CORNER ABUTMENT OF FAI
 QO1283'94 BRIDGE 27945, 1.0 FT. NORTHEAST OF THE SOUTH END OF THE EAST STEEL
 QO1283'BRIDGE RAILING.
 QO1283
 QO1283                          STATION RECOVERY (1978)
 QO1283
 QO1283'RECOVERY NOTE BY MN DEPT OF TRANSP 1978
 QO1283'THE MARK IS AT THE JUNCTION OF TRUNK HIGHWAY 152 AND FAI 94 IN ROGERS.
 QO1283'IT IS A STANDARD DISK IN THE EAST END OF THE SOUTH ABUTMENT OF BRIDGE
 QO1283'NUMBER 27945, TRUNK HIGHWAY 101 OVER FAI 94. THE MARK IS AT TRUNK
 QO1283'HIGHWAY 101 MILE MARKER 39.8.
 QO1283
 QO1283                          STATION RECOVERY (2003)
 QO1283
 QO1283'RECOVERY NOTE BY MN DEPT OF TRANSP 2003 (MPP)
 QO1283'THE MARK WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.
 QO1283
 QO1283                          STATION RECOVERY (2007)
 QO1283
 QO1283'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (WEF)
 QO1283'THE MARK IS LOCATED ABOUT 7.6 MI (12.2 KM) SOUTH OF ELK RIVER, 5.6 MI
 QO1283'(9.0 KM) EAST OF SAINT MICHAEL AND 0.4 MI (0.6 KM) NORTH OF ROGERS.
 QO1283'
 QO1283'TO REACH TO THE MARK AT ROGERS, AT THE JUNCTION OF INTERSTATE HIGHWAY
 QO1283'94 AND TRUNK HIGHWAY 101, AT INTERSTATE HIGHWAY 94 MILE POINT 207.95,
 QO1283'IN SOUTHEAST ABUTMENT OF TRUNK HIGHWAY 101 BRIDGE 27945 OVER
 QO1283'INTERSTATE HIGHWAY 94, 30 FT (9.1 M) EAST OF NORTHBOUND TRUNK HIGHWAY
 QO1283'101, 1 FT (0.3 M) NORTHEAST OF SOUTH END OF EAST BRIDGE RAILING.
 QO1283
 QO1283                          STATION RECOVERY (2009)
 QO1283
 QO1283'RECOVERY NOTE BY MN DEPT OF TRANSP 2009 (JBG)
 QO1283'RECOVERED AS DESCRIBED.
 QO1283
 QO1283                          STATION RECOVERY (2014)
 QO1283
 QO1283'RECOVERY NOTE BY MN DEPT OF TRANSP 2014 (MAS)
 QO1283'RECOVERED AS DESCRIBED.
 QO1283
 QO1283                          STATION RECOVERY (2016)
 QO1283
 QO1283'RECOVERY NOTE BY MN DEPT OF TRANSP 2016 (MPP)
 QO1283'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 QO1327 ***********************************************************************
 QO1327  DESIGNATION -  2780 W
 QO1327  PID         -  QO1327
 QO1327  STATE/COUNTY-  MN/HENNEPIN
 QO1327  COUNTRY     -  US
 QO1327  USGS QUAD   -  ROGERS (2019)
 QO1327
 QO1327                         *CURRENT SURVEY CONTROL
 QO1327  ______________________________________________________________________
 QO1327* NAD 83(1986) POSITION- 45 12 05.43   (N) 093 34 10.47   (W)   HD_HELD1
 QO1327* NAVD 88 ORTHO HEIGHT -   275.761 (meters)      904.73  (feet) ADJUSTED
 QO1327  ______________________________________________________________________
 QO1327  GEOID HEIGHT    -        -28.094 (meters)                     GEOID18
 QO1327  DYNAMIC HEIGHT  -        275.735 (meters)      904.64  (feet) COMP
 QO1327  MODELED GRAVITY -    980,515.3   (mgal)                       NAVD 88
 QO1327
 QO1327  VERT ORDER      -  SECOND    CLASS I
 QO1327
 QO1327.The horizontal coordinates were determined by differentially corrected
 QO1327.hand held GPS observations or other comparable positioning techniques
 QO1327.and have an estimated accuracy of +/- 3 meters.
 QO1327
 QO1327.The orthometric height was determined by differential leveling and
 QO1327.adjusted by the NATIONAL GEODETIC SURVEY
 QO1327.in June 1991.
 QO1327
 QO1327.Significant digits in the geoid height do not necessarily reflect accuracy.
 QO1327.GEOID18 height accuracy estimate available here.
 QO1327
 QO1327.Click photographs - Photos may exist for this station.
 QO1327
 QO1327.The dynamic height is computed by dividing the NAVD 88
 QO1327.geopotential number by the normal gravity value computed on the
 QO1327.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QO1327.degrees latitude (g = 980.6199 gals.).
 QO1327
 QO1327.The modeled gravity was interpolated from observed gravity values.
 QO1327
 QO1327;                    North         East    Units  Estimated Accuracy
 QO1327;SPC MN S     -   344,709.7     833,818.2     MT  (+/- 3 meters HH1 GPS) 
 QO1327
 QO1327_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL5526605493(NAD 83)
 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
 QO1327.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QO1327.See file dsdata.pdf to determine how the superseded data were derived.
 QO1327
 QO1327_MARKER: DB = BENCH MARK DISK
 QO1327_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 QO1327_SP_SET: BOX CULVERT HEADWALL
 QO1327_STAMPING: 2780 W 1974
 QO1327_MARK LOGO: MNHD
 QO1327_MAGNETIC: N = NO MAGNETIC MATERIAL
 QO1327_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QO1327+STABILITY: SURFACE MOTION
 QO1327_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 QO1327+SATELLITE: SATELLITE OBSERVATIONS - October 01, 2014
 QO1327
 QO1327  HISTORY     - Date     Condition        Report By
 QO1327  HISTORY     - 19740401 MONUMENTED       MNHD
 QO1327  HISTORY     - 1977     GOOD             MNDT
 QO1327  HISTORY     - 20030401 GOOD             MNDT
 QO1327  HISTORY     - 20071102 GOOD             MNDT
 QO1327  HISTORY     - 20090324 GOOD             MNDT
 QO1327  HISTORY     - 20141001 GOOD             MNDT
 QO1327
 QO1327                          STATION DESCRIPTION
 QO1327
 QO1327'DESCRIBED BY MN DEPT OF TRANSP 1977
 QO1327'1.0 MI NW FROM ROGERS.
 QO1327'THE MARK IS LOCATED 1.0 MILES NORTHWEST ALONG FAI 94 FROM THE JUNCTION
 QO1327'OF FAI 94 AND TRUNK HIGHWAY 101 IN ROGERS AND 0.9 MILE SOUTHEAST
 QO1327'ALONG FAI 94 FROM BRIDGE 27943 AT CROW RIVER (HENNEPIN WRIGHT COUNTY
 QO1327'LINE). IT IS 160 FT. SOUTHWEST OF AND 8 FT. LOWER THAN THE EASTBOUND
 QO1327'CENTERLINE OF FAI 94 AT MILEPOINT 206.8 (ENGINEER STATION 1615+5),
 QO1327'35 FT. SOUTH OF AND 5 FT. LOWER THAN THE CENTERLINE OF OLD TRUNK
 QO1327'HIGHWAY 152, AND CEMENTED IN THE SOUTHEAST END (WINGWALL) OF A 6 BY 6
 QO1327'FT. CONCRETE BOX CULVERT AT A SMALL CREEK.
 QO1327
 QO1327                          STATION RECOVERY (2003)
 QO1327
 QO1327'RECOVERY NOTE BY MN DEPT OF TRANSP 2003 (WAS)
 QO1327'THE MARK WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.  THE MARK IS
 QO1327'NOT SUITABLE FOR GPS OBSERVATIONS.  THE DISK IS A MINNESOTA HIGHWAY
 QO1327'DEPT BENCH MARK DISK AND WAS SET BY SAME IN 1974.
 QO1327
 QO1327                          STATION RECOVERY (2007)
 QO1327
 QO1327'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (VWC)
 QO1327'THE MARK IS LOCATED ABOUT 7.1 MI (11.4 KM) SOUTH OF ELK RIVER, 4.7 MI
 QO1327'(7.6 KM) EAST OF SAINT MICHAEL AND 1.2 MI (1.9 KM) NORTHWEST OF
 QO1327'ROGERS.
 QO1327'
 QO1327'TO REACH TO THE MARK GO 1.0 MI (1.6 KM) NORTHWEST OF THE JUNCTION OF
 QO1327'INTERSTATE HIGHWAY 94 AND TRUNK HIGHWAY 101 AT ROGERS, 1.9 MI (3.1 KM)
 QO1327'SOUTHEAST OF INTERSTATE HIGHWAY 94 BRIDGE AT CROW RIVER AND COUNTY
 QO1327'LINE, AT INTERSTATE HIGHWAY 94 MI (151.2 KM) POINT 206.8, IN SOUTHEAST
 QO1327'WING WALL OF OLD TRUNK HIGHWAY 152 BOX CULVERT AT SMALL CREEK, 35 FT
 QO1327'(10.7 M) SOUTH OF OLD TRUNK HIGHWAY 152, 160 FT (48.8 M) SOUTHWEST OF
 QO1327'EASTBOUND INTERSTATE HIGHWAY 94.
 QO1327
 QO1327                          STATION RECOVERY (2009)
 QO1327
 QO1327'RECOVERY NOTE BY MN DEPT OF TRANSP 2009 (JBG)
 QO1327'RECOVERED AS DESCRIBED.
 QO1327
 QO1327                          STATION RECOVERY (2014)
 QO1327
 QO1327'RECOVERY NOTE BY MN DEPT OF TRANSP 2014 (KMS)
 QO1327'1.0 MI (1.6 KM) NORTHWEST OF ROGERS, 0.2 MI (0.3 KM) SOUTH ON COUNTY
 QO1327'ROAD 150 FROM THE JUNCTION OF INTERSTATE HIGHWAY 94 AND TRUNK HIGHWAY
 QO1327'101 IN ROGERS, THEN 1.1 MI (1.8 KM) NORTHWEST ON INDUSTRIAL BOULEVARD,
 QO1327'1.9 MI (3.1 KM) SOUTHEAST OF INTERSTATE HIGHWAY 94 BRIDGE AT CROW
 QO1327'RIVER AND COUNTY LINE, AT INTERSTATE HIGHWAY 94 MILE POINT 206.8, IN
 QO1327'SOUTHEAST WING WALL OF INDUSTRIAL BOULEVARD BOX CULVERT AT SMALL
 QO1327'CREEK, 35.0 FT (10.7 M) SOUTH OF INDUSTRIAL BOULEVARD, 160.0 FT (48.8
 QO1327'M) SOUTHWEST OF EASTBOUND INTERSTATE HIGHWAY 94.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 QO1325 ***********************************************************************
 QO1325  DESIGNATION -  2780 Y
 QO1325  PID         -  QO1325
 QO1325  STATE/COUNTY-  MN/HENNEPIN
 QO1325  COUNTRY     -  US
 QO1325  USGS QUAD   -  ROGERS (2019)
 QO1325
 QO1325                         *CURRENT SURVEY CONTROL
 QO1325  ______________________________________________________________________
 QO1325* NAD 83(1986) POSITION- 45 12 38.27   (N) 093 34 58.63   (W)   HD_HELD1
 QO1325* NAVD 88 ORTHO HEIGHT -   274.658 (meters)      901.11  (feet) ADJUSTED
 QO1325  ______________________________________________________________________
 QO1325  GEOID HEIGHT    -        -28.107 (meters)                     GEOID18
 QO1325  DYNAMIC HEIGHT  -        274.632 (meters)      901.02  (feet) COMP
 QO1325  MODELED GRAVITY -    980,517.0   (mgal)                       NAVD 88
 QO1325
 QO1325  VERT ORDER      -  SECOND    CLASS I
 QO1325
 QO1325.The horizontal coordinates were determined by differentially corrected
 QO1325.hand held GPS observations or other comparable positioning techniques
 QO1325.and have an estimated accuracy of +/- 3 meters.
 QO1325
 QO1325.The orthometric height was determined by differential leveling and
 QO1325.adjusted by the NATIONAL GEODETIC SURVEY
 QO1325.in July 2011.
 QO1325
 QO1325.Significant digits in the geoid height do not necessarily reflect accuracy.
 QO1325.GEOID18 height accuracy estimate available here.
 QO1325
 QO1325.Click photographs - Photos may exist for this station.
 QO1325
 QO1325.The dynamic height is computed by dividing the NAVD 88
 QO1325.geopotential number by the normal gravity value computed on the
 QO1325.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QO1325.degrees latitude (g = 980.6199 gals.).
 QO1325
 QO1325.The modeled gravity was interpolated from observed gravity values.
 QO1325
 QO1325;                    North         East    Units  Estimated Accuracy
 QO1325;SPC MN S     -   345,718.0     832,762.0     MT  (+/- 3 meters HH1 GPS) 
 QO1325
 QO1325_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL5422306514(NAD 83)
 QO1325
 QO1325                          SUPERSEDED SURVEY CONTROL
 QO1325
 QO1325  NAVD 88 (06/15/91)  274.678  (m)          901.17   (f) SUPERSEDED  2 1
 QO1325  NGVD 29 (??/??/92)  274.566  (m)          900.81   (f) ADJ UNCH    2 1
 QO1325
 QO1325.Superseded values are not recommended for survey control.
 QO1325
 QO1325.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QO1325.See file dsdata.pdf to determine how the superseded data were derived.
 QO1325
 QO1325_MARKER: DB = BENCH MARK DISK
 QO1325_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 QO1325_SP_SET: BRIDGE ABUTMENT
 QO1325_STAMPING: 2780 Y 1977
 QO1325_MARK LOGO: MNHD
 QO1325_MAGNETIC: N = NO MAGNETIC MATERIAL
 QO1325_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QO1325_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 QO1325+SATELLITE: SATELLITE OBSERVATIONS - September 12, 2016
 QO1325
 QO1325  HISTORY     - Date     Condition        Report By
 QO1325  HISTORY     - 19770401 MONUMENTED       MNHD
 QO1325  HISTORY     - 20030401 GOOD             MNDT
 QO1325  HISTORY     - 20030827 GOOD             MNDT
 QO1325  HISTORY     - 20071102 GOOD             MNDT
 QO1325  HISTORY     - 20090324 GOOD             MNDT
 QO1325  HISTORY     - 20141002 GOOD             MNDT
 QO1325  HISTORY     - 20160912 GOOD             MNDT
 QO1325
 QO1325                          STATION DESCRIPTION
 QO1325
 QO1325'DESCRIBED BY MN HIGHWAY DEPT 1977
 QO1325'1.9 MI NW FROM ROGERS.
 QO1325'THE MARK IS LOCATED 2.0 MILES NORTHWEST ALONG FAI 94 FROM THE JUNCTION
 QO1325'OF FAI 94 AND TRUNK HIGHWAY 101 AT ROGERS AND 0.5 MILE SOUTHEAST OF
 QO1325'BRIDGE 27943 AT THE CROW RIVER HENNEPIN WRIGHT COUNTY LINE AT FAI 94
 QO1325'MILEPOINT 205.8. IT IS 21 FT. SOUTH OF AND ABOUT LEVEL WITH THE CENTER
 QO1325'OF TOWNSHIP ROAD 44. IT IS CEMENTED IN THE SOUTHEAST CORNER OF FAI
 QO1325'94 BRIDGE 27944.
 QO1325
 QO1325                          STATION RECOVERY (2003)
 QO1325
 QO1325'RECOVERY NOTE BY MN DEPT OF TRANSP 2003 (WAS)
 QO1325'THE MARK WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.  THE MARK IS
 QO1325'NOT SUITABLE FOR GPS OBSERVATIONS.  THE DISK IS A MINNESOTA HIGHWAY
 QO1325'DEPT BENCH MARK DISK.
 QO1325
 QO1325                          STATION RECOVERY (2003)
 QO1325
 QO1325'RECOVERY NOTE BY MN DEPT OF TRANSP 2003 (MPP)
 QO1325'2.0 MILES NORTHWEST OF JUNCTION OF INTERSTATE HIGHWAY 94 AND TRUNK
 QO1325'HIGHWAY 101 AT ROGERS, 0.5 MILES SOUTHEAST OF COUNTY LINE AND CROW
 QO1325'RIVER, AT INTERSTATE HIGHWAY 94 MILEPOINT 205.8, 21 FEET SOUTH OF
 QO1325'TOWNSHIP ROAD, IN SOUTHEAST CORNER OF TOWNSHIP ROAD BRIDGE 27944 OVER
 QO1325'INTERSTATE HIGHWAY 94
 QO1325
 QO1325                          STATION RECOVERY (2007)
 QO1325
 QO1325'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (VWC)
 QO1325'THE MARK IS LOCATED ABOUT 6.5 MI (10.5 KM) SOUTH OF ELK RIVER, 4.0 MI
 QO1325'(6.4 KM) EAST OF SAINT MICHAEL AND 2.1 MI (3.4 KM) NORTHWEST OF
 QO1325'ROGERS.
 QO1325'
 QO1325'TO REACH TO THE MARK GO 2.0 MI (3.2 KM) NORTHWEST OF THE JUNCTION OF
 QO1325'INTERSTATE HIGHWAY 94 AND TRUNK HIGHWAY 101 AT ROGERS, 0.5 MI (0.8 KM)
 QO1325'SOUTHEAST OF COUNTY LINE AND CROW RIVER, AT INTERSTATE HIGHWAY 94 MI
 QO1325'(151.2 KM) POINT 205.8, 21 FT (6.4 M) SOUTH OF TRUNK HIGHWAY 144, IN
 QO1325'SOUTHEAST CORNER OF TRUNK HIGHWAY 144 BRIDGE 27944 OVER INTERSTATE
 QO1325'HIGHWAY 94.
 QO1325
 QO1325                          STATION RECOVERY (2009)
 QO1325
 QO1325'RECOVERY NOTE BY MN DEPT OF TRANSP 2009 (JBG)
 QO1325'RECOVERED AS DESCRIBED.
 QO1325
 QO1325                          STATION RECOVERY (2014)
 QO1325
 QO1325'RECOVERY NOTE BY MN DEPT OF TRANSP 2014 (KMS)
 QO1325'2.1 MI (3.4 KM) NORTHWEST OF ROGERS, IN SOUTHEAST CORNER OF COUNTY
 QO1325'ROAD 144 BRIDGE NUMBER 27944 OVER INTERSTATE HIGHWAY 94, 2.0 MI (3.2
 QO1325'KM) NORTHWEST ALONG INTERSTATE HIGHWAY 94  FROM THE JUNCTION OF
 QO1325'INTERSTATE HIGHWAY 94 AND TRUNK HIGHWAY 101 IN ROGERS, 0.5 MI (0.8 KM)
 QO1325'SOUTHEAST OF COUNTY LINE AND CROW RIVER, AT INTERSTATE HIGHWAY 94 MILE
 QO1325'POINT 205.8, 21 FT (6.4 M) SOUTH OF COUNTY ROAD 144.
 QO1325
 QO1325                          STATION RECOVERY (2016)
 QO1325
 QO1325'RECOVERY NOTE BY MN DEPT OF TRANSP 2016 (MPP)
 QO1325'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DM6158 ***********************************************************************
 DM6158  DESIGNATION -  2780 Z
 DM6158  PID         -  DM6158
 DM6158  STATE/COUNTY-  MN/HENNEPIN
 DM6158  COUNTRY     -  US
 DM6158  USGS QUAD   -  OSSEO (2019)
 DM6158
 DM6158                         *CURRENT SURVEY CONTROL
 DM6158  ______________________________________________________________________
 DM6158* NAD 83(1986) POSITION- 45 06 15.45   (N) 093 27 37.76   (W)   HD_HELD1
 DM6158* NAVD 88 ORTHO HEIGHT -   280.581 (meters)      920.54  (feet) ADJUSTED
 DM6158  ______________________________________________________________________
 DM6158  GEOID HEIGHT    -        -27.560 (meters)                     GEOID18
 DM6158  DYNAMIC HEIGHT  -        280.566 (meters)      920.49  (feet) COMP
 DM6158  MODELED GRAVITY -    980,555.8   (mgal)                       NAVD 88
 DM6158
 DM6158  VERT ORDER      -  SECOND    CLASS I
 DM6158
 DM6158.The horizontal coordinates were determined by differentially corrected
 DM6158.hand held GPS observations or other comparable positioning techniques
 DM6158.and have an estimated accuracy of +/- 3 meters.
 DM6158
 DM6158.The orthometric height was determined by differential leveling and
 DM6158.adjusted by the NATIONAL GEODETIC SURVEY
 DM6158.in September 2016.
 DM6158
 DM6158.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM6158.GEOID18 height accuracy estimate available here.
 DM6158
 DM6158.Click photographs - Photos may exist for this station.
 DM6158
 DM6158.The dynamic height is computed by dividing the NAVD 88
 DM6158.geopotential number by the normal gravity value computed on the
 DM6158.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM6158.degrees latitude (g = 980.6199 gals.).
 DM6158
 DM6158.The modeled gravity was interpolated from observed gravity values.
 DM6158
 DM6158;                    North         East    Units  Estimated Accuracy
 DM6158;SPC MN S     -   333,956.8     842,460.2     MT  (+/- 3 meters HH1 GPS) 
 DM6158
 DM6158_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK6377294639(NAD 83)
 DM6158
 DM6158                          SUPERSEDED SURVEY CONTROL
 DM6158
 DM6158  NAVD 88 (09/18/13)  280.577  (m)          920.53   (f) SUPERSEDED  2 1
 DM6158
 DM6158.Superseded values are not recommended for survey control.
 DM6158
 DM6158.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DM6158.See file dsdata.pdf to determine how the superseded data were derived.
 DM6158
 DM6158_MARKER: DB = BENCH MARK DISK
 DM6158_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DM6158_SP_SET: BRIDGE ABUTMENT
 DM6158_STAMPING: 2780 Z 1969
 DM6158_MARK LOGO: MNHD
 DM6158_MAGNETIC: N = NO MAGNETIC MATERIAL
 DM6158_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DM6158_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DM6158+SATELLITE: SATELLITE OBSERVATIONS - September 04, 2014
 DM6158
 DM6158  HISTORY     - Date     Condition        Report By
 DM6158  HISTORY     - 1969     MONUMENTED       MNDT
 DM6158  HISTORY     - 20080610 GOOD             MNDT
 DM6158  HISTORY     - 20130912 GOOD             MNDT
 DM6158  HISTORY     - 20140904 GOOD             MNDT
 DM6158
 DM6158                          STATION DESCRIPTION
 DM6158
 DM6158'DESCRIBED BY MN DEPT OF TRANSP 2008 (DAS)
 DM6158'THE MARK IS IN MAPLE GROVE.
 DM6158'
 DM6158'TO REACH THE MARK GO 1.15 MI (1.9 KM) NORTHWEST ALONG TRUNK HIGHWAY 94
 DM6158'FROM THE JUNCTION OF TRUNK HIGHWAY 494 AND TRUNK HIGHWAY 694, TAKE
 DM6158'WEAVER LAKE ROAD (COUNTY ROAD 109) EXIT 215.
 DM6158'
 DM6158'IT IS 500 FT (152.4 M) WEST ALONG WEAVER LAKE ROAD (COUNTY ROAD 109),
 DM6158'IN BRIDGE ABUTMENT IN SOUTHWEST CORNER OF WEAVER LAKE ROAD (COUNTY
 DM6158'ROAD 109) BRIDGE NUMBER 27950 OVER TRUNK HIGHWAY 494, 27.1 FT (8.3 M)
 DM6158'SOUTH OF THE CENTERLINE OF EASTBOUND WEAVER LAKE ROAD (COUNTY ROAD
 DM6158'109), AND 2.8 FT (0.9 M) EAST OF END OF A FENCE.
 DM6158
 DM6158                          STATION RECOVERY (2013)
 DM6158
 DM6158'RECOVERY NOTE BY MN DEPT OF TRANSP 2013 (KMS)
 DM6158'RECOVERED AS DESCRIBED.
 DM6158
 DM6158                          STATION RECOVERY (2014)
 DM6158
 DM6158'RECOVERY NOTE BY MN DEPT OF TRANSP 2014 (MPP)
 DM6158'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 QO0544 ***********************************************************************
 QO0544  DESIGNATION -  2781 A
 QO0544  PID         -  QO0544
 QO0544  STATE/COUNTY-  MN/HENNEPIN
 QO0544  COUNTRY     -  US
 QO0544  USGS QUAD   -  MINNEAPOLIS NORTH (2019)
 QO0544
 QO0544                         *CURRENT SURVEY CONTROL
 QO0544  ______________________________________________________________________
 QO0544* NAD 83(1986) POSITION- 45 03 59.76   (N) 093 17 09.43   (W)   HD_HELD1
 QO0544* NAVD 88 ORTHO HEIGHT -   256.603 (meters)      841.87  (feet) ADJUSTED
 QO0544  ______________________________________________________________________
 QO0544  GEOID HEIGHT    -        -27.216 (meters)                     GEOID18
 QO0544  DYNAMIC HEIGHT  -        256.600 (meters)      841.86  (feet) COMP
 QO0544  MODELED GRAVITY -    980,599.4   (mgal)                       NAVD 88
 QO0544
 QO0544  VERT ORDER      -  SECOND    CLASS I
 QO0544
 QO0544.The horizontal coordinates were determined by differentially corrected
 QO0544.hand held GPS observations or other comparable positioning techniques
 QO0544.and have an estimated accuracy of +/- 3 meters.
 QO0544
 QO0544.The orthometric height was determined by differential leveling and
 QO0544.adjusted by the NATIONAL GEODETIC SURVEY
 QO0544.in September 2013.
 QO0544
 QO0544.No vertical observational check was made to the station.
 QO0544
 QO0544.Significant digits in the geoid height do not necessarily reflect accuracy.
 QO0544.GEOID18 height accuracy estimate available here.
 QO0544
 QO0544.Click photographs - Photos may exist for this station.
 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     -   329,873.5     856,232.7     MT  (+/- 3 meters HH1 GPS) 
 QO0544
 QO0544_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK7748890388(NAD 83)
 QO0544
 QO0544                          SUPERSEDED SURVEY CONTROL
 QO0544
 QO0544  NAVD 88 (06/15/91)  256.600  (m)          841.86   (f) SUPERSEDED  2 1
 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
 QO0544.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QO0544.See file dsdata.pdf to determine how the superseded data were derived.
 QO0544
 QO0544_MARKER: DB = BENCH MARK DISK
 QO0544_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 QO0544_SP_SET: BRIDGE ABUTMENT
 QO0544_STAMPING: 2781 A 1967
 QO0544_MARK LOGO: MNHD
 QO0544_MAGNETIC: N = NO MAGNETIC MATERIAL
 QO0544_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QO0544_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 QO0544+SATELLITE: SATELLITE OBSERVATIONS - May 16, 2019
 QO0544
 QO0544  HISTORY     - Date     Condition        Report By
 QO0544  HISTORY     - 19670401 MONUMENTED       MNHD
 QO0544  HISTORY     - 1969     GOOD             MNDT
 QO0544  HISTORY     - 19860209 GOOD             MNDT
 QO0544  HISTORY     - 19871005 GOOD             MNDT
 QO0544  HISTORY     - 20080520 GOOD             MNDT
 QO0544  HISTORY     - 20120327 GOOD             MNDT
 QO0544  HISTORY     - 20130819 GOOD             MNDT
 QO0544  HISTORY     - 20190516 GOOD             MNDT
 QO0544
 QO0544                          STATION DESCRIPTION
 QO0544
 QO0544'DESCRIBED BY MN HIGHWAY DEPT 1967
 QO0544'IN BROOKLYN CENTER.
 QO0544'MARK IS LOCATED IN THE SE1/4, SECTION 36, T119N, R21W.  AT THE
 QO0544'WESTBOUND F.A.I. 94 OVER T.H. 169 BRIDGE.  MARK IS A STANDARD
 QO0544'MINNESOTA HIGHWAY DEPARTMENT DISK, STAMPED 2781 A 1967, SET IN THE
 QO0544'SOUTHWEST CORNER ABUTMENT OF BRIDGE (NO. 27805).
 QO0544
 QO0544                          STATION RECOVERY (1969)
 QO0544
 QO0544'RECOVERY NOTE BY MN DEPT OF TRANSP 1969
 QO0544'RECOVERED IN GOOD CONDITION.
 QO0544
 QO0544                          STATION RECOVERY (1986)
 QO0544
 QO0544'RECOVERY NOTE BY MN DEPT OF TRANSP 1986
 QO0544'THE MARK IS IN THE TOWN OF BROOKLYN CENTER, IN THE SE 1/4 OF SECTION
 QO0544'36, T119N, R21W, IN THE SOUTHWEST CORNER OF THE WESTBOUND TRUNK
 QO0544'HIGHWAY 94 BRIDGE (NUMBER 278055) OVER SOUTHBOUND TRUNK HIGHWAY 252
 QO0544'IN BROOKLYN CENTER.  THE MARK, A STANDARD MNHD BENCH MARK DISK
 QO0544'STAMPED---2781 A 1967---, IS SET FLUSH IN A DRILL HOLE IN THE TOP OF
 QO0544'THE ABUTMENT IN THE SOUTHWEST CORNER OF THE BRIDGE.
 QO0544
 QO0544                          STATION RECOVERY (1987)
 QO0544
 QO0544'RECOVERY NOTE BY MN DEPT OF TRANSP 1987
 QO0544'THE MARK IS LOCATED IN THE CITY OF BROOKLYN CENTER, AT THE JUNCTION OF
 QO0544'INTERSTATE HIGHWAY 94 AND TRUNK HIGHWAY 252 (WAS TRUNK HIGHWAY 169),
 QO0544'AND IN THE SE 1/4 OF SECTION 36, T119N, R21W.  THE MARK, A STANDARD
 QO0544'MNHD BENCH MARK DISK STAMPED---2781 A 1967---, IS SET IN THE ABUTMENT
 QO0544'AT THE SOUTHWEST CORNER OF BRIDGE NUMBER 27805 (WESTBOUND HIGHWAY 94
 QO0544'OVER SOUTHBOUND HIGHWAY 252).
 QO0544
 QO0544                          STATION RECOVERY (2008)
 QO0544
 QO0544'RECOVERY NOTE BY MN DEPT OF TRANSP 2008 (PJG)
 QO0544'RECOVERED AS DESCRIBED.
 QO0544
 QO0544                          STATION RECOVERY (2012)
 QO0544
 QO0544'RECOVERY NOTE BY MN DEPT OF TRANSP 2012 (JBG)
 QO0544'THE BENCH MARK IS LOCATED ABOUT 6.8 MI (10.9 KM) EAST-SOUTHEAST OF
 QO0544'OSSEO, 6.1 MI (9.8 KM) NORTH OF MINNEAPOLIS AND 4.1 MI (6.6 KM) WEST
 QO0544'OF NEW BRIGHTON.
 QO0544'
 QO0544'IN BROOKLYN CENTER, IN SOUTHEAST CORNER OF WESTBOUND INTERSTATE
 QO0544'HIGHWAY 94 BRIDGE NUMBER 27805 OVER SOUTHBOUND TRUNK HIGHWAY 252 (OLD
 QO0544'TRUNK HIGHWAY 169), 1.1 MI (1.8 KM) NORTH ALONG INTERSTATE HIGHWAY 94
 QO0544'FROM THE JUNCTION OF INTERSTATE HIGHWAY 94 AND 57TH AVENUE NORTH.
 QO0544
 QO0544                          STATION RECOVERY (2013)
 QO0544
 QO0544'RECOVERY NOTE BY MN DEPT OF TRANSP 2013 (MAS)
 QO0544'IN BROOKLYN CENTER, IN SOUTHEAST CORNER OF WESTBOUND INTERSTATE
 QO0544'HIGHWAY 94 BRIDGE NUMBER 27805 OVER SOUTHBOUND TRUNK HIGHWAY 252, 1.05
 QO0544'MILES NORTH ALONG INTERSTATE HIGHWAY 94 FROM JUNCTION OF INTERSTATE
 QO0544'HIGHWAY 94 AND 53RD AVENUE NORTH, AT INTERSTATE HIGHWAY 94 MILEPOINT
 QO0544'225.0.
 QO0544
 QO0544                          STATION RECOVERY (2019)
 QO0544
 QO0544'RECOVERY NOTE BY MN DEPT OF TRANSP 2019 (DCH)
 QO0544'IN BROOKLYN CENTER, IN THE SOUTHEAST CORNER OF WESTBOUND INTERSTATE
 QO0544'HIGHWAY 94 BRIDGE NUMBER 27805 OVER SOUTHBOUND TRUNK HIGHWAY 252, 1.05
 QO0544'MI (1.69 KM) NORTH ALONG INTERSTATE HIGHWAY 94 FROM THE JUNCTION OF
 QO0544'INTERSTATE HIGHWAY 94 AND 53RD AVENUE NORTH, AT INTERSTATE HIGHWAY 94
 QO0544'MILE POINT 225.0.  THE BRIDGE WAS REDECKED IN 2017 OR 2018.  THE DISK
 QO0544'WAS COVERED BY A LAYER OF PAINT OR CONCRETE BUT IS STILL IN PLACE AND
 QO0544'IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 PP1031 ***********************************************************************
 PP1031  DESIGNATION -  2781 AD 1
 PP1031  PID         -  PP1031
 PP1031  STATE/COUNTY-  MN/HENNEPIN
 PP1031  COUNTRY     -  US
 PP1031  USGS QUAD   -  MINNEAPOLIS SOUTH (2019)
 PP1031
 PP1031                         *CURRENT SURVEY CONTROL
 PP1031  ______________________________________________________________________
 PP1031* NAD 83(1986) POSITION- 44 57 54.95   (N) 093 15 29.00   (W)   HD_HELD1
 PP1031* NAVD 88 ORTHO HEIGHT -   259.004 (meters)      849.75  (feet) ADJUSTED
 PP1031  ______________________________________________________________________
 PP1031  GEOID HEIGHT    -        -27.158 (meters)                     GEOID18
 PP1031  DYNAMIC HEIGHT  -        258.997 (meters)      849.73  (feet) COMP
 PP1031  MODELED GRAVITY -    980,583.4   (mgal)                       NAVD 88
 PP1031
 PP1031  VERT ORDER      -  SECOND    CLASS 0
 PP1031
 PP1031.The horizontal coordinates were determined by differentially corrected
 PP1031.hand held GPS observations or other comparable positioning techniques
 PP1031.and have an estimated accuracy of +/- 3 meters.
 PP1031
 PP1031.The orthometric height was determined by differential leveling and
 PP1031.adjusted by the NATIONAL GEODETIC SURVEY
 PP1031.in June 1991.
 PP1031
 PP1031.Significant digits in the geoid height do not necessarily reflect accuracy.
 PP1031.GEOID18 height accuracy estimate available here.
 PP1031
 PP1031.Click photographs - Photos may exist for this station.
 PP1031
 PP1031.The dynamic height is computed by dividing the NAVD 88
 PP1031.geopotential number by the normal gravity value computed on the
 PP1031.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP1031.degrees latitude (g = 980.6199 gals.).
 PP1031
 PP1031.The modeled gravity was interpolated from observed gravity values.
 PP1031
 PP1031;                    North         East    Units  Estimated Accuracy
 PP1031;SPC MN S     -   318,632.3     858,531.9     MT  (+/- 3 meters HH1 GPS) 
 PP1031
 PP1031_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK7964879124(NAD 83)
 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
 PP1031.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PP1031.See file dsdata.pdf to determine how the superseded data were derived.
 PP1031
 PP1031_MARKER: DB = BENCH MARK DISK
 PP1031_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 PP1031_SP_SET: BRIDGE ABUTMENT
 PP1031_STAMPING: 2781 AD 1 1969
 PP1031_MARK LOGO: MNHD
 PP1031_MAGNETIC: N = NO MAGNETIC MATERIAL
 PP1031_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PP1031_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 PP1031+SATELLITE: SATELLITE OBSERVATIONS - August 07, 2013
 PP1031
 PP1031  HISTORY     - Date     Condition        Report By
 PP1031  HISTORY     - 19690401 MONUMENTED       MNHD
 PP1031  HISTORY     - 1969     GOOD             MNDT
 PP1031  HISTORY     - 1985     GOOD             USPSQD
 PP1031  HISTORY     - 20070821 GOOD             MNDT
 PP1031  HISTORY     - 20130807 GOOD             MNDT
 PP1031
 PP1031                          STATION DESCRIPTION
 PP1031
 PP1031'DESCRIBED BY MN DEPT OF TRANSP 1969
 PP1031'IN MINNEAPOLIS.
 PP1031'STANDARD DISK IN THE SOUTHEAST CORNER OF BRIDGE NO. 27854 11TH AVENUE
 PP1031'SOUTH OVER I.R. 94.
 PP1031
 PP1031                          STATION RECOVERY (1985)
 PP1031
 PP1031'RECOVERY NOTE BY US POWER SQUADRON 1985 (GQ)
 PP1031'RECOVERED IN GOOD CONDITION.
 PP1031
 PP1031                          STATION RECOVERY (2007)
 PP1031
 PP1031'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (JJB)
 PP1031'THE MARK IS LOCATED ABOUT 8.2 MI (13.2 KM) WEST OF SAINT PAUL, 7.5 MI
 PP1031'(12.1 KM) SOUTH-SOUTHWEST OF NEW BRIGHTON AND 1.1 MI (1.8 KM)
 PP1031'SOUTH-SOUTHEAST OF MINNEAPOLIS.
 PP1031'
 PP1031'TO REACH TO THE MARK AT MINNEAPOLIS, IN SOUTHEAST CORNER OF 11TH
 PP1031'AVENUE SOUTH BRIDGE 27854 OVER INTERSTATE HIGHWAY 94.
 PP1031
 PP1031                          STATION RECOVERY (2013)
 PP1031
 PP1031'RECOVERY NOTE BY MN DEPT OF TRANSP 2013 (KMS)
 PP1031'IN MINNEAPOLIS, IN SOUTHEAST CORNER OF ELEVENTH AVENUE SOUTH BRIDGE
 PP1031'NUMBER 27854 OVER INTERSTATE HIGHWAY 94.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 PP1032 ***********************************************************************
 PP1032  DESIGNATION -  2781 AD 2
 PP1032  PID         -  PP1032
 PP1032  STATE/COUNTY-  MN/HENNEPIN
 PP1032  COUNTRY     -  US
 PP1032  USGS QUAD   -  MINNEAPOLIS SOUTH (2019)
 PP1032
 PP1032                         *CURRENT SURVEY CONTROL
 PP1032  ______________________________________________________________________
 PP1032* NAD 83(1986) POSITION- 44 57 59.03   (N) 093 15 29.96   (W)   HD_HELD1
 PP1032* NAVD 88 ORTHO HEIGHT -   258.518 (meters)      848.15  (feet) ADJUSTED
 PP1032  ______________________________________________________________________
 PP1032  GEOID HEIGHT    -        -27.158 (meters)                     GEOID18
 PP1032  DYNAMIC HEIGHT  -        258.511 (meters)      848.13  (feet) COMP
 PP1032  MODELED GRAVITY -    980,583.5   (mgal)                       NAVD 88
 PP1032
 PP1032  VERT ORDER      -  SECOND    CLASS 0
 PP1032
 PP1032.The horizontal coordinates were determined by differentially corrected
 PP1032.hand held GPS observations or other comparable positioning techniques
 PP1032.and have an estimated accuracy of +/- 3 meters.
 PP1032
 PP1032.The orthometric height was determined by differential leveling and
 PP1032.adjusted by the NATIONAL GEODETIC SURVEY
 PP1032.in June 1991.
 PP1032
 PP1032.Significant digits in the geoid height do not necessarily reflect accuracy.
 PP1032.GEOID18 height accuracy estimate available here.
 PP1032
 PP1032.Click photographs - Photos may exist for this station.
 PP1032
 PP1032.The dynamic height is computed by dividing the NAVD 88
 PP1032.geopotential number by the normal gravity value computed on the
 PP1032.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP1032.degrees latitude (g = 980.6199 gals.).
 PP1032
 PP1032.The modeled gravity was interpolated from observed gravity values.
 PP1032
 PP1032;                    North         East    Units  Estimated Accuracy
 PP1032;SPC MN S     -   318,758.0     858,509.7     MT  (+/- 3 meters HH1 GPS) 
 PP1032
 PP1032_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK7962879250(NAD 83)
 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
 PP1032.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PP1032.See file dsdata.pdf to determine how the superseded data were derived.
 PP1032
 PP1032_MARKER: DB = BENCH MARK DISK
 PP1032_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 PP1032_SP_SET: BRIDGE ABUTMENT
 PP1032_STAMPING: 2781 AD 2
 PP1032_MARK LOGO: MNHD
 PP1032_MAGNETIC: N = NO MAGNETIC MATERIAL
 PP1032_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PP1032_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 PP1032+SATELLITE: SATELLITE OBSERVATIONS - August 07, 2013
 PP1032
 PP1032  HISTORY     - Date     Condition        Report By
 PP1032  HISTORY     - 19690401 MONUMENTED       MNHD
 PP1032  HISTORY     - 1969     GOOD             MNDT
 PP1032  HISTORY     - 1985     GOOD             USPSQD
 PP1032  HISTORY     - 20070821 GOOD             MNDT
 PP1032  HISTORY     - 20130807 GOOD             MNDT
 PP1032
 PP1032                          STATION DESCRIPTION
 PP1032
 PP1032'DESCRIBED BY MN DEPT OF TRANSP 1969
 PP1032'IN MINNEAPOLIS.
 PP1032'STANDARD DISK IN THE NORTHWEST CORNER OF BRIDGE NO. 27854 11TH AVENUE
 PP1032'SOUTH OVER I.R. 94.
 PP1032
 PP1032                          STATION RECOVERY (1985)
 PP1032
 PP1032'RECOVERY NOTE BY US POWER SQUADRON 1985 (GQ)
 PP1032'RECOVERED IN GOOD CONDITION.
 PP1032
 PP1032                          STATION RECOVERY (2007)
 PP1032
 PP1032'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (JJB)
 PP1032'THE MARK IS LOCATED ABOUT 8.2 MI (13.2 KM) WEST OF SAINT PAUL, 7.4 MI
 PP1032'(11.9 KM) SOUTH-SOUTHWEST OF NEW BRIGHTON AND 1.0 MI (1.6 KM)
 PP1032'SOUTH-SOUTHEAST OF MINNEAPOLIS.
 PP1032'
 PP1032'TO REACH TO THE MARK AT MINNEAPOLIS, IN NORTHWEST CORNER OF 11TH
 PP1032'AVENUE SOUTH BRIDGE 27854 OVER INTERSTATE HIGHWAY 94.
 PP1032
 PP1032                          STATION RECOVERY (2013)
 PP1032
 PP1032'RECOVERY NOTE BY MN DEPT OF TRANSP 2013 (KMS)
 PP1032'IN MINNEAPOLIS, IN NORTHWEST CORNER BRIDGE ABUTMENT OF ELEVENTH AVENUE
 PP1032'SOUTH BRIDGE NUMBER 27854 OVER INTERSTATE HIGHWAY 94.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 PP1035 ***********************************************************************
 PP1035  DESIGNATION -  2781 AE 1
 PP1035  PID         -  PP1035
 PP1035  STATE/COUNTY-  MN/HENNEPIN
 PP1035  COUNTRY     -  US
 PP1035  USGS QUAD   -  MINNEAPOLIS SOUTH (2019)
 PP1035
 PP1035                         *CURRENT SURVEY CONTROL
 PP1035  ______________________________________________________________________
 PP1035* NAD 83(1986) POSITION- 44 57 58.68   (N) 093 15 15.92   (W)   HD_HELD1
 PP1035* NAVD 88 ORTHO HEIGHT -   255.638 (meters)      838.71  (feet) ADJUSTED
 PP1035  ______________________________________________________________________
 PP1035  GEOID HEIGHT    -        -27.163 (meters)                     GEOID18
 PP1035  DYNAMIC HEIGHT  -        255.631 (meters)      838.68  (feet) COMP
 PP1035  MODELED GRAVITY -    980,583.3   (mgal)                       NAVD 88
 PP1035
 PP1035  VERT ORDER      -  SECOND    CLASS 0
 PP1035
 PP1035.The horizontal coordinates were determined by differentially corrected
 PP1035.hand held GPS observations or other comparable positioning techniques
 PP1035.and have an estimated accuracy of +/- 3 meters.
 PP1035
 PP1035.The orthometric height was determined by differential leveling and
 PP1035.adjusted by the NATIONAL GEODETIC SURVEY
 PP1035.in June 1991.
 PP1035
 PP1035.Significant digits in the geoid height do not necessarily reflect accuracy.
 PP1035.GEOID18 height accuracy estimate available here.
 PP1035
 PP1035.Click photographs - Photos may exist for this station.
 PP1035
 PP1035.The dynamic height is computed by dividing the NAVD 88
 PP1035.geopotential number by the normal gravity value computed on the
 PP1035.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP1035.degrees latitude (g = 980.6199 gals.).
 PP1035
 PP1035.The modeled gravity was interpolated from observed gravity values.
 PP1035
 PP1035;                    North         East    Units  Estimated Accuracy
 PP1035;SPC MN S     -   318,750.0     858,817.4     MT  (+/- 3 meters HH1 GPS) 
 PP1035
 PP1035_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK7993579238(NAD 83)
 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
 PP1035.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PP1035.See file dsdata.pdf to determine how the superseded data were derived.
 PP1035
 PP1035_MARKER: DD = SURVEY DISK
 PP1035_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 PP1035_SP_SET: BRIDGE ABUTMENT
 PP1035_STAMPING: 2781 AE 1 1969
 PP1035_MARK LOGO: MNHD
 PP1035_MAGNETIC: N = NO MAGNETIC MATERIAL
 PP1035_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PP1035_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 PP1035+SATELLITE: SATELLITE OBSERVATIONS - August 07, 2013
 PP1035
 PP1035  HISTORY     - Date     Condition        Report By
 PP1035  HISTORY     - 19690401 MONUMENTED       MNHD
 PP1035  HISTORY     - 1969     GOOD             MNDT
 PP1035  HISTORY     - 20070821 GOOD             MNDT
 PP1035  HISTORY     - 20130807 GOOD             MNDT
 PP1035
 PP1035                          STATION DESCRIPTION
 PP1035
 PP1035'DESCRIBED BY MN DEPT OF TRANSP 1969
 PP1035'IN MINNEAPOLIS.
 PP1035'STANDARD DISK IN SOUTHEAST CORNER OF BRIDGE NO. 27850 NORTHBOUND T.H.
 PP1035'55 EXIT OVER I.R. 35W ONTO I.R. 94 WESTBOUND.
 PP1035
 PP1035                          STATION RECOVERY (2007)
 PP1035
 PP1035'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (JJB)
 PP1035'THE MARK IS LOCATED ABOUT 8.0 MI (12.9 KM) WEST OF SAINT PAUL, 7.3 MI
 PP1035'(11.7 KM) SOUTH-SOUTHWEST OF NEW BRIGHTON AND 1.1 MI (1.8 KM)
 PP1035'SOUTH-SOUTHEAST OF MINNEAPOLIS.
 PP1035'
 PP1035'TO REACH TO THE MARK IN MINNEAPOLIS, IN SOUTHEAST CORNER OF NORTHBOUND
 PP1035'TRUNK HIGHWAY 55 EXIT BRIDGE 27850 OVER INTERSTATE HIGHWAY 35W ONTO
 PP1035'WESTBOUND INTERSTATE HIGHWAY 94.
 PP1035
 PP1035                          STATION RECOVERY (2013)
 PP1035
 PP1035'RECOVERY NOTE BY MN DEPT OF TRANSP 2013 (KMS)
 PP1035'IN MINNEAPOLIS, IN SOUTHEAST CORNER OF NORTHBOUND TRUNK HIGHWAY 55
 PP1035'EXIT BRIDGE NUMBER 27850 OVER INTERSTATE HIGHWAY 35W ONTO WESTBOUND
 PP1035'INTERSTATE HIGHWAY 94.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 PP1037 ***********************************************************************
 PP1037  DESIGNATION -  2781 AE 10
 PP1037  PID         -  PP1037
 PP1037  STATE/COUNTY-  MN/HENNEPIN
 PP1037  COUNTRY     -  US
 PP1037  USGS QUAD   -  MINNEAPOLIS SOUTH (2019)
 PP1037
 PP1037                         *CURRENT SURVEY CONTROL
 PP1037  ______________________________________________________________________
 PP1037* NAD 83(1986) POSITION- 44 58 02.78   (N) 093 15 10.76   (W)   HD_HELD1
 PP1037* NAVD 88 ORTHO HEIGHT -   252.997 (meters)      830.04  (feet) ADJUSTED
 PP1037  ______________________________________________________________________
 PP1037  GEOID HEIGHT    -        -27.165 (meters)                     GEOID18
 PP1037  DYNAMIC HEIGHT  -        252.990 (meters)      830.02  (feet) COMP
 PP1037  MODELED GRAVITY -    980,583.5   (mgal)                       NAVD 88
 PP1037
 PP1037  VERT ORDER      -  SECOND    CLASS 0
 PP1037
 PP1037.The horizontal coordinates were determined by differentially corrected
 PP1037.hand held GPS observations or other comparable positioning techniques
 PP1037.and have an estimated accuracy of +/- 3 meters.
 PP1037
 PP1037.The orthometric height was determined by differential leveling and
 PP1037.adjusted by the NATIONAL GEODETIC SURVEY
 PP1037.in June 1991.
 PP1037
 PP1037.Significant digits in the geoid height do not necessarily reflect accuracy.
 PP1037.GEOID18 height accuracy estimate available here.
 PP1037
 PP1037.Click photographs - Photos may exist for this station.
 PP1037
 PP1037.The dynamic height is computed by dividing the NAVD 88
 PP1037.geopotential number by the normal gravity value computed on the
 PP1037.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP1037.degrees latitude (g = 980.6199 gals.).
 PP1037
 PP1037.The modeled gravity was interpolated from observed gravity values.
 PP1037
 PP1037;                    North         East    Units  Estimated Accuracy
 PP1037;SPC MN S     -   318,877.6     858,929.3     MT  (+/- 3 meters HH1 GPS) 
 PP1037
 PP1037_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK8004979364(NAD 83)
 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
 PP1037.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PP1037.See file dsdata.pdf to determine how the superseded data were derived.
 PP1037
 PP1037_MARKER: DB = BENCH MARK DISK
 PP1037_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 PP1037_SP_SET: BRIDGE ABUTMENT
 PP1037_STAMPING: 2781 AE 10 1969
 PP1037_MARK LOGO: MNHD
 PP1037_MAGNETIC: N = NO MAGNETIC MATERIAL
 PP1037_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PP1037_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 PP1037+SATELLITE: SATELLITE OBSERVATIONS - August 06, 2013
 PP1037
 PP1037  HISTORY     - Date     Condition        Report By
 PP1037  HISTORY     - 19690401 MONUMENTED       MNHD
 PP1037  HISTORY     - 19861001 GOOD             USPSQD
 PP1037  HISTORY     - 20070821 GOOD             MNDT
 PP1037  HISTORY     - 20130806 GOOD             MNDT
 PP1037
 PP1037                          STATION DESCRIPTION
 PP1037
 PP1037'DESCRIBED BY MN HIGHWAY DEPT 1969
 PP1037'IN MINNEAPOLIS.
 PP1037'STANDARD DISK IN THE SOUTHEAST CORNER OF BRIDGE NO. 27875 7TH STREET
 PP1037'OVER I.R. 35W (HAIWATHA INTERCHANGE).
 PP1037
 PP1037                          STATION RECOVERY (1986)
 PP1037
 PP1037'RECOVERY NOTE BY US POWER SQUADRON 1986 (DM)
 PP1037'RECOVERED IN GOOD CONDITION.
 PP1037
 PP1037                          STATION RECOVERY (2007)
 PP1037
 PP1037'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (JJB)
 PP1037'THE MARK IS LOCATED ABOUT 8.0 MI (12.9 KM) WEST-NORTHWEST OF SAINT
 PP1037'PAUL, 7.2 MI (11.6 KM) SOUTH-SOUTHWEST OF NEW BRIGHTON AND 1.0 MI (1.6
 PP1037'KM) SOUTH-SOUTHEAST OF MINNEAPOLIS.
 PP1037'
 PP1037'TO REACH TO THE MARK IN SOUTHEAST CORNER OF SEVENTH ST BRIDGE 27875
 PP1037'OVER INTERSTATE HIGHWAY 35W (HIAWATHA INTERCHANGE).
 PP1037
 PP1037                          STATION RECOVERY (2013)
 PP1037
 PP1037'RECOVERY NOTE BY MN DEPT OF TRANSP 2013 (KMS)
 PP1037'IN MINNEAPOLIS, IN SOUTHEAST CORNER OF SEVENTH STREET BRIDGE NUMBER
 PP1037'27875 OVER INTERSTATE HIGHWAY 35W (HIAWATHA INTERCHANGE).
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 PP1038 ***********************************************************************
 PP1038  DESIGNATION -  2781 AE 12
 PP1038  PID         -  PP1038
 PP1038  STATE/COUNTY-  MN/HENNEPIN
 PP1038  COUNTRY     -  US
 PP1038  USGS QUAD   -  MINNEAPOLIS SOUTH (2019)
 PP1038
 PP1038                         *CURRENT SURVEY CONTROL
 PP1038  ______________________________________________________________________
 PP1038* NAD 83(1986) POSITION- 44 58 09.25   (N) 093 15 15.96   (W)   HD_HELD1
 PP1038* NAVD 88 ORTHO HEIGHT -   256.395 (meters)      841.19  (feet) ADJUSTED
 PP1038  ______________________________________________________________________
 PP1038  GEOID HEIGHT    -        -27.164 (meters)                     GEOID18
 PP1038  DYNAMIC HEIGHT  -        256.388 (meters)      841.17  (feet) COMP
 PP1038  MODELED GRAVITY -    980,583.5   (mgal)                       NAVD 88
 PP1038
 PP1038  VERT ORDER      -  SECOND    CLASS 0
 PP1038
 PP1038.The horizontal coordinates were determined by differentially corrected
 PP1038.hand held GPS observations or other comparable positioning techniques
 PP1038.and have an estimated accuracy of +/- 3 meters.
 PP1038
 PP1038.The orthometric height was determined by differential leveling and
 PP1038.adjusted by the NATIONAL GEODETIC SURVEY
 PP1038.in June 1991.
 PP1038
 PP1038.Significant digits in the geoid height do not necessarily reflect accuracy.
 PP1038.GEOID18 height accuracy estimate available here.
 PP1038
 PP1038.Click photographs - Photos may exist for this station.
 PP1038
 PP1038.The dynamic height is computed by dividing the NAVD 88
 PP1038.geopotential number by the normal gravity value computed on the
 PP1038.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP1038.degrees latitude (g = 980.6199 gals.).
 PP1038
 PP1038.The modeled gravity was interpolated from observed gravity values.
 PP1038
 PP1038;                    North         East    Units  Estimated Accuracy
 PP1038;SPC MN S     -   319,076.3     858,813.6     MT  (+/- 3 meters HH1 GPS) 
 PP1038
 PP1038_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK7993679564(NAD 83)
 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
 PP1038.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PP1038.See file dsdata.pdf to determine how the superseded data were derived.
 PP1038
 PP1038_MARKER: DD = SURVEY DISK
 PP1038_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 PP1038_SP_SET: BRIDGE ABUTMENT
 PP1038_STAMPING: 2781 AE 12 1970
 PP1038_MARK LOGO: MNHD
 PP1038_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PP1038_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PP1038+SATELLITE: SATELLITE OBSERVATIONS - August 21, 2007
 PP1038
 PP1038  HISTORY     - Date     Condition        Report By
 PP1038  HISTORY     - 1969     MONUMENTED       MNHD
 PP1038  HISTORY     - 1972     GOOD             MNDT
 PP1038  HISTORY     - 20070821 GOOD             MNDT
 PP1038
 PP1038                          STATION DESCRIPTION
 PP1038
 PP1038'DESCRIBED BY MN DEPT OF TRANSP 1972
 PP1038'IN MINNEAPOLIS.
 PP1038'IN MINNEAPOLIS, AT THE HIAWATHA INTERCHANGE, ABOUT 1 MILE SOUTHWEST OF
 PP1038'THE I-35 CROSSING OF THE MISSISSIPPI RIVER, 100 FEET EAST OF
 PP1038'THIRTEENTH AVENUE SOUTH, IN THE NORTHWEST CORNER OF BRIDGE NO. 27875,
 PP1038'SEVENTH STREET SOUTH OVER FAI 35-W.  SE 1/4, SEC 26, T29, R 24.
 PP1038
 PP1038                          STATION RECOVERY (2007)
 PP1038
 PP1038'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (JJB)
 PP1038'THE MARK IS LOCATED ABOUT 8.1 MI (13.0 KM) WEST-NORTHWEST OF SAINT
 PP1038'PAUL, 7.1 MI (11.4 KM) SOUTH-SOUTHWEST OF NEW BRIGHTON AND 0.9 MI (1.4
 PP1038'KM) SOUTH-SOUTHEAST OF MINNEAPOLIS.
 PP1038'
 PP1038'TO REACH TO THE MARK IN MINNEAPOLIS, AT HIAWATHA INTERCHANGE, 1 MI
 PP1038'(1.6 KM) SOUTHWEST OF INTERSTATE HIGHWAY 35W BRIDGE OVER MISSISSIPPI
 PP1038'RIVER, 100 FT (30.5 M) EAST OF 13TH AVENUE SOUTH, IN NORTHWEST CORNER
 PP1038'OF SEVENTH ST SOUTH BRIDGE 27875 OVER INTERSTATE HIGHWAY 35W.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 PP1043 ***********************************************************************
 PP1043  DESIGNATION -  2781 AE 8
 PP1043  PID         -  PP1043
 PP1043  STATE/COUNTY-  MN/HENNEPIN
 PP1043  COUNTRY     -  US
 PP1043  USGS QUAD   -  MINNEAPOLIS SOUTH (2019)
 PP1043
 PP1043                         *CURRENT SURVEY CONTROL
 PP1043  ______________________________________________________________________
 PP1043* NAD 83(1986) POSITION- 44 57 53.40   (N) 093 15 03.28   (W)   HD_HELD1
 PP1043* NAVD 88 ORTHO HEIGHT -   262.293 (meters)      860.54  (feet) ADJUSTED
 PP1043  ______________________________________________________________________
 PP1043  GEOID HEIGHT    -        -27.167 (meters)                     GEOID18
 PP1043  DYNAMIC HEIGHT  -        262.286 (meters)      860.52  (feet) COMP
 PP1043  MODELED GRAVITY -    980,582.9   (mgal)                       NAVD 88
 PP1043
 PP1043  VERT ORDER      -  SECOND    CLASS 0
 PP1043
 PP1043.The horizontal coordinates were determined by differentially corrected
 PP1043.hand held GPS observations or other comparable positioning techniques
 PP1043.and have an estimated accuracy of +/- 3 meters.
 PP1043
 PP1043.The orthometric height was determined by differential leveling and
 PP1043.adjusted by the NATIONAL GEODETIC SURVEY
 PP1043.in June 1991.
 PP1043
 PP1043.Significant digits in the geoid height do not necessarily reflect accuracy.
 PP1043.GEOID18 height accuracy estimate available here.
 PP1043
 PP1043.Click photographs - Photos may exist for this station.
 PP1043
 PP1043.The dynamic height is computed by dividing the NAVD 88
 PP1043.geopotential number by the normal gravity value computed on the
 PP1043.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP1043.degrees latitude (g = 980.6199 gals.).
 PP1043
 PP1043.The modeled gravity was interpolated from observed gravity values.
 PP1043
 PP1043;                    North         East    Units  Estimated Accuracy
 PP1043;SPC MN S     -   318,589.6     859,095.9     MT  (+/- 3 meters HH1 GPS) 
 PP1043
 PP1043_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK8021279074(NAD 83)
 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
 PP1043.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PP1043.See file dsdata.pdf to determine how the superseded data were derived.
 PP1043
 PP1043_MARKER: DD = SURVEY DISK
 PP1043_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 PP1043_SP_SET: BRIDGE ABUTMENT
 PP1043_STAMPING: 2781 AE 8 1969
 PP1043_MARK LOGO: MNHD
 PP1043_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PP1043_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PP1043+SATELLITE: SATELLITE OBSERVATIONS - August 21, 2007
 PP1043
 PP1043  HISTORY     - Date     Condition        Report By
 PP1043  HISTORY     - 1969     MONUMENTED       MNHD
 PP1043  HISTORY     - 1969     GOOD             MNDT
 PP1043  HISTORY     - 20070821 GOOD             MNDT
 PP1043
 PP1043                          STATION DESCRIPTION
 PP1043
 PP1043'DESCRIBED BY MN DEPT OF TRANSP 1969
 PP1043'IN MINNEAPOLIS.
 PP1043'STANDARD DISK ON TOP OF RETAINING WALL, SOUTHWEST CORNER OF TUNNEL NO.
 PP1043'27857 NORTHBOUND T.H. 55 EXIT UNDER T.H. 55 AND I.R. 94 TO WESTBOUND
 PP1043'I.R. 94 HIAWATHA INTERCHANGE.
 PP1043
 PP1043                          STATION RECOVERY (2007)
 PP1043
 PP1043'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (JJB)
 PP1043'THE MARK IS LOCATED ABOUT 7.9 MI (12.7 KM) WEST OF SAINT PAUL, 7.4 MI
 PP1043'(11.9 KM) SOUTH-SOUTHWEST OF NEW BRIGHTON AND 1.2 MI (1.9 KM)
 PP1043'SOUTH-SOUTHEAST OF MINNEAPOLIS.
 PP1043'
 PP1043'TO REACH TO THE MARK IN MINNEAPOLIS, IN RETAINING WALL AT SOUTHWEST
 PP1043'CORNER OF TUNNEL 27857 (NB TRUNK HIGHWAY 55 EXIT TO WESTBOUND
 PP1043'INTERSTATE HIGHWAY 94 UNDER TRUNK HIGHWAY 55 AND INTERSTATE HIGHWAY
 PP1043'94).
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 PP1047 ***********************************************************************
 PP1047  DESIGNATION -  2781 AG
 PP1047  PID         -  PP1047
 PP1047  STATE/COUNTY-  MN/HENNEPIN
 PP1047  COUNTRY     -  US
 PP1047  USGS QUAD   -  SAINT PAUL WEST (2019)
 PP1047
 PP1047                         *CURRENT SURVEY CONTROL
 PP1047  ______________________________________________________________________
 PP1047* NAD 83(1986) POSITION- 44 57 51.73   (N) 093 14 39.06   (W)   HD_HELD1
 PP1047* NAVD 88 ORTHO HEIGHT -   258.640 (meters)      848.55  (feet) ADJUSTED
 PP1047  ______________________________________________________________________
 PP1047  GEOID HEIGHT    -        -27.177 (meters)                     GEOID18
 PP1047  DYNAMIC HEIGHT  -        258.633 (meters)      848.53  (feet) COMP
 PP1047  MODELED GRAVITY -    980,582.6   (mgal)                       NAVD 88
 PP1047
 PP1047  VERT ORDER      -  SECOND    CLASS 0
 PP1047
 PP1047.The horizontal coordinates were determined by differentially corrected
 PP1047.hand held GPS observations or other comparable positioning techniques
 PP1047.and have an estimated accuracy of +/- 3 meters.
 PP1047
 PP1047.The orthometric height was determined by differential leveling and
 PP1047.adjusted by the NATIONAL GEODETIC SURVEY
 PP1047.in June 1991.
 PP1047
 PP1047.Significant digits in the geoid height do not necessarily reflect accuracy.
 PP1047.GEOID18 height accuracy estimate available here.
 PP1047
 PP1047.Click photographs - Photos may exist for this station.
 PP1047
 PP1047.The dynamic height is computed by dividing the NAVD 88
 PP1047.geopotential number by the normal gravity value computed on the
 PP1047.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP1047.degrees latitude (g = 980.6199 gals.).
 PP1047
 PP1047.The modeled gravity was interpolated from observed gravity values.
 PP1047
 PP1047;                    North         East    Units  Estimated Accuracy
 PP1047;SPC MN S     -   318,542.9     859,627.1     MT  (+/- 3 meters HH1 GPS) 
 PP1047
 PP1047_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK8074279021(NAD 83)
 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
 PP1047.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PP1047.See file dsdata.pdf to determine how the superseded data were derived.
 PP1047
 PP1047_MARKER: DB = BENCH MARK DISK
 PP1047_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 PP1047_SP_SET: BRIDGE ABUTMENT
 PP1047_STAMPING: 2781 AG
 PP1047_MARK LOGO: MNHD
 PP1047_MAGNETIC: N = NO MAGNETIC MATERIAL
 PP1047_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PP1047_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 PP1047+SATELLITE: SATELLITE OBSERVATIONS - August 06, 2013
 PP1047
 PP1047  HISTORY     - Date     Condition        Report By
 PP1047  HISTORY     - 19690401 MONUMENTED       MNHD
 PP1047  HISTORY     - 1969     GOOD             MNDT
 PP1047  HISTORY     - 1976     GOOD             MNDT
 PP1047  HISTORY     - 1985     GOOD             USPSQD
 PP1047  HISTORY     - 20000303 GOOD             USPSQD
 PP1047  HISTORY     - 20070820 GOOD             MNDT
 PP1047  HISTORY     - 20130806 GOOD             MNDT
 PP1047
 PP1047                          STATION DESCRIPTION
 PP1047
 PP1047'DESCRIBED BY MN DEPT OF TRANSP 1969
 PP1047'IN MINNEAPOLIS.
 PP1047'STANDARD DISK IN THE SOUTHEAST CORNER OF BRIDGE NO. 27865 20TH AVENUE
 PP1047'SOUTH OVER I.R. 94.
 PP1047
 PP1047                          STATION RECOVERY (1976)
 PP1047
 PP1047'RECOVERY NOTE BY MN DEPT OF TRANSP 1976
 PP1047'RECOVERED IN GOOD CONDITION.
 PP1047
 PP1047                          STATION RECOVERY (1985)
 PP1047
 PP1047'RECOVERY NOTE BY US POWER SQUADRON 1985 (GQ)
 PP1047'RECOVERED IN GOOD CONDITION.
 PP1047
 PP1047                          STATION RECOVERY (2000)
 PP1047
 PP1047'RECOVERY NOTE BY US POWER SQUADRON 2000
 PP1047'RECOVERED IN GOOD CONDITION.
 PP1047
 PP1047                          STATION RECOVERY (2007)
 PP1047
 PP1047'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (JJB)
 PP1047'THE MARK IS LOCATED ABOUT 7.5 MI (12.1 KM) WEST OF SAINT PAUL, 7.3 MI
 PP1047'(11.7 KM) SOUTH-SOUTHWEST OF NEW BRIGHTON AND 1.5 MI (2.4 KM)
 PP1047'SOUTHEAST OF MINNEAPOLIS.
 PP1047'
 PP1047'TO REACH TO THE MARK AT MINNEAPOLIS, GO TO THE SOUTHEAST CORNER OF
 PP1047'20TH AVENUE SOUTH BRIDGE 27865 OVER INTERSTATE HIGHWAY 94.
 PP1047
 PP1047                          STATION RECOVERY (2013)
 PP1047
 PP1047'RECOVERY NOTE BY MN DEPT OF TRANSP 2013 (KMS)
 PP1047'IN MINNEAPOLIS, IN SOUTHEAST CORNER OF 20TH AVENUE SOUTH BRIDGE NUMBER
 PP1047'27865 OVER INTERSTATE HIGHWAY 94.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 PP1048 ***********************************************************************
 PP1048  DESIGNATION -  2781 AH
 PP1048  PID         -  PP1048
 PP1048  STATE/COUNTY-  MN/HENNEPIN
 PP1048  COUNTRY     -  US
 PP1048  USGS QUAD   -  SAINT PAUL WEST (2019)
 PP1048
 PP1048                         *CURRENT SURVEY CONTROL
 PP1048  ______________________________________________________________________
 PP1048* NAD 83(2011) POSITION- 44 57 50.56263(N) 093 14 24.41606(W)   ADJUSTED
 PP1048* NAD 83(2011) ELLIP HT-   231.832 (meters)        (06/27/12)   ADJUSTED
 PP1048* NAD 83(2011) EPOCH   -  2010.00
 PP1048* NAVD 88 ORTHO HEIGHT -   259.017 (meters)      849.79  (feet) ADJUSTED
 PP1048  ______________________________________________________________________
 PP1048  GEOID HEIGHT    -        -27.182 (meters)                     GEOID18
 PP1048  NAD 83(2011) X  -   -255,505.628 (meters)                     COMP
 PP1048  NAD 83(2011) Y  - -4,513,352.984 (meters)                     COMP
 PP1048  NAD 83(2011) Z  -  4,484,685.955 (meters)                     COMP
 PP1048  LAPLACE CORR    -         -3.56  (seconds)                    DEFLEC18
 PP1048  DYNAMIC HEIGHT  -        259.010 (meters)      849.77  (feet) COMP
 PP1048  MODELED GRAVITY -    980,582.5   (mgal)                       NAVD 88
 PP1048
 PP1048  VERT ORDER      -  SECOND    CLASS 0
 PP1048
 PP1048  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 PP1048  Standards:
 PP1048         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 PP1048            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 PP1048  -------------------------------------------------------------------
 PP1048  NETWORK    0.28   0.43           0.13   0.09   0.22      0.15761321
 PP1048  -------------------------------------------------------------------
 PP1048  Click here for local accuracies and other accuracy information.
 PP1048
 PP1048.The horizontal coordinates were established by GPS observations
 PP1048.and adjusted by the National Geodetic Survey in June 2012.
 PP1048
 PP1048.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 PP1048.been affixed to the stable North American tectonic plate. See 
 PP1048.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 PP1048
 PP1048.The horizontal coordinates are valid at the epoch date displayed above
 PP1048.which is a decimal equivalence of Year/Month/Day.
 PP1048
 PP1048.The orthometric height was determined by differential leveling and
 PP1048.adjusted by the NATIONAL GEODETIC SURVEY
 PP1048.in June 1991.
 PP1048
 PP1048.Significant digits in the geoid height do not necessarily reflect accuracy.
 PP1048.GEOID18 height accuracy estimate available here.
 PP1048
 PP1048.Click photographs - Photos may exist for this station.
 PP1048
 PP1048.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 PP1048
 PP1048.The Laplace correction was computed from DEFLEC18 derived deflections.
 PP1048
 PP1048.The ellipsoidal height was determined by GPS observations
 PP1048.and is referenced to NAD 83.
 PP1048
 PP1048.The dynamic height is computed by dividing the NAVD 88
 PP1048.geopotential number by the normal gravity value computed on the
 PP1048.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP1048.degrees latitude (g = 980.6199 gals.).
 PP1048
 PP1048.The modeled gravity was interpolated from observed gravity values.
 PP1048
 PP1048. The following values were computed from the NAD 83(2011) position.
 PP1048
 PP1048;                    North         East     Units Scale Factor Converg.
 PP1048;SPC MN S     -   318,509.878   859,948.357   MT  0.99995460   +0 31 57.4
 PP1048;SPC MN S     - 1,044,977.82  2,821,347.23   sFT  0.99995460   +0 31 57.4
 PP1048;UTM  15      - 4,978,984.328   481,063.388   MT  0.99960441   -0 10 10.9
 PP1048
 PP1048!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PP1048!SPC MN S     -   0.99996365  x   0.99995460  =   0.99991825
 PP1048!UTM  15      -   0.99996365  x   0.99960441  =   0.99956808
 PP1048
 PP1048:                Primary Azimuth Mark                     Grid Az
 PP1048:SPC MN S     -  PROSPECT                                 076 06 39.0
 PP1048:UTM  15      -  PROSPECT                                 076 48 47.3
 PP1048
 PP1048_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK8106378984(NAD 83)
 PP1048
 PP1048|---------------------------------------------------------------------|
 PP1048| PID    Reference Object                     Distance      Geod. Az  |
 PP1048|                                                           dddmmss.s |
 PP1048| PP2587 PROSPECT                            APPROX. 2.2 KM 0763836.4 |
 PP1048|---------------------------------------------------------------------|
 PP1048
 PP1048                          SUPERSEDED SURVEY CONTROL
 PP1048
 PP1048  NAD 83(2007)-  44 57 50.56216(N)    093 14 24.41655(W) AD(2002.00) 1
 PP1048  ELLIP H (07/31/09)  231.877  (m)                       GP(2002.00) 3 1
 PP1048  NAD 83(1996)-  44 57 50.56216(N)    093 14 24.41614(W) AD(       ) 1
 PP1048  ELLIP H (01/10/08)  231.910  (m)                       GP(       ) 3 1
 PP1048  NAD 83(1996)-  44 57 50.56279(N)    093 14 24.41816(W) AD(       ) 2
 PP1048  NAD 83(1986)-  44 57 50.55661(N)    093 14 24.41450(W) AD(       ) 2
 PP1048  NAD 83(1986)-  44 57 50.55762(N)    093 14 24.41534(W) AD(       ) 2
 PP1048  NAD 27      -  44 57 50.68186(N)    093 14 23.60761(W) AD(       ) 2
 PP1048  NAVD 88             259.02   (m)          849.8    (f) LEVELING    3  
 PP1048  NGVD 29 (??/??/92)  258.960  (m)          849.60   (f) ADJ UNCH    2 0
 PP1048  NGVD 29             258.96   (m)          849.6    (f) LEVELING    3  
 PP1048
 PP1048.Superseded values are not recommended for survey control.
 PP1048
 PP1048.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PP1048.See file dsdata.pdf to determine how the superseded data were derived.
 PP1048
 PP1048_MARKER: DB = BENCH MARK DISK
 PP1048_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 PP1048_SP_SET: BRIDGE WALKWAY
 PP1048_STAMPING: 2781 AH 1969
 PP1048_MARK LOGO: MNHD
 PP1048_MAGNETIC: N = NO MAGNETIC MATERIAL
 PP1048_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PP1048_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PP1048+SATELLITE: SATELLITE OBSERVATIONS - March 20, 2018
 PP1048
 PP1048  HISTORY     - Date     Condition        Report By
 PP1048  HISTORY     - 1969     MONUMENTED       MNHD
 PP1048  HISTORY     - 1969     GOOD             MNDT
 PP1048  HISTORY     - 1976     GOOD             MNDT
 PP1048  HISTORY     - 1985     GOOD             USPSQD
 PP1048  HISTORY     - 19991002 GOOD             USPSQD
 PP1048  HISTORY     - 20060703 GOOD             MNDT
 PP1048  HISTORY     - 20070813 GOOD             MNDT
 PP1048  HISTORY     - 20070820 GOOD             MNDT
 PP1048  HISTORY     - 20130806 GOOD             MNDT
 PP1048  HISTORY     - 20180320 GOOD             MNDT
 PP1048
 PP1048                          STATION DESCRIPTION
 PP1048
 PP1048'DESCRIBED BY MN HIGHWAY DEPT 1969 (DKH)
 PP1048'THE STATION IS LOCATED IN THE SW 1/4 OF SECTION 25, T29N, R24W AT
 PP1048'THE INTERSECTION OF I 94 AND 22ND AVE. SOUTH IN MINNEAPOLIS.
 PP1048'
 PP1048'TO REACH THE STATION FROM THE INTERSECTION OF MINNEHAHA AVE. AND
 PP1048'FRANKLIN AVE., GO EAST ON FRANKLIN AVE. FOR TWO BLOCKS, TO 22ND
 PP1048'AVE. SOUTH.  TURN LEFT AT 22ND AVE. SOUTH AND GO NORTH ONE BLOCK TO
 PP1048'FRONTAGE ROAD ON SOUTH SIDE OF I 94.  TURN RIGHT ON FRONTAGE ROAD
 PP1048'AND GO EAST FOR 1/2 BLOCK TO PEDESTRIAN BRIDGE NO. 9892.
 PP1048'
 PP1048'THE STATION DISK, A STANDARD MHD BENCH MARK DISK STAMPED 2781 AH
 PP1048'1969, IS FLUSH IN THE CONCRETE LANDING ON TOP OF THE SOUTH END OF
 PP1048'THE PEDESTRIAN BRIDGE.
 PP1048'
 PP1048'NEAREST TOWN--MINNEAPOLIS.
 PP1048'
 PP1048'HEIGHT OF LIGHT ABOVE STATION MARK 1.5 METERS.
 PP1048
 PP1048                          STATION RECOVERY (1969)
 PP1048
 PP1048'RECOVERY NOTE BY MN DEPT OF TRANSP 1969
 PP1048'IN MINNEAPOLIS.
 PP1048'STANDARD DISK IN TOP OF LANDING AT SOUTH END OF PEDESTRAIN BRIDGE NO.
 PP1048'9892 OVER I.R. 94 BETWEEN 22ND AND 23RD AVENUE SOUTH.  ON 9TH STREET
 PP1048'SIDE.
 PP1048
 PP1048                          STATION RECOVERY (1976)
 PP1048
 PP1048'RECOVERY NOTE BY MN DEPT OF TRANSP 1976
 PP1048'RECOVERED IN GOOD CONDITION.
 PP1048
 PP1048                          STATION RECOVERY (1985)
 PP1048
 PP1048'RECOVERY NOTE BY US POWER SQUADRON 1985 (GQ)
 PP1048'RECOVERED IN GOOD CONDITION.
 PP1048
 PP1048                          STATION RECOVERY (1999)
 PP1048
 PP1048'RECOVERY NOTE BY US POWER SQUADRON 1999
 PP1048'RECOVERED IN GOOD CONDITION.
 PP1048
 PP1048                          STATION RECOVERY (2006)
 PP1048
 PP1048'RECOVERY NOTE BY MN DEPT OF TRANSP 2006 (MPP)
 PP1048'IN MINNEAPOLIS, IN CONCRETE LANDING AT SOUTH END OF PEDESTRIAN BRIDGE
 PP1048'NUMBER 9892 OVER INTERSTATE HIGHWAY 94, 1 MILE WEST ALONG INTERSTATE
 PP1048'94 FROM THE MISSISSIPPI RIVER, THEN 0.35 MILE SOUTHWEST ON CEDAR
 PP1048'AVENUE THEN 0.15 MILE EAST ON FRANKLIN AVENUE, THEN 0.1 MILE NORTH ON
 PP1048'SOUTH 22ND AVENUE THEN 200 FEET EAST ON SOUTH 9TH STREET.
 PP1048
 PP1048                          STATION RECOVERY (2007)
 PP1048
 PP1048'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (MPP)
 PP1048'IN MINNEAPOLIS, IN CONCRETE LANDING ON TOP OF SOUTH END OF PEDESTRIAN
 PP1048'BRIDGE 9892, 1 MILE WEST ALONG INTERSTATE 94 FROM THE MISSISSIPPI
 PP1048'RIVER, THEN 0.35 MILE SOUTHWEST ON CEDAR AVENUE AND MINNEHAHA AVENUE,
 PP1048'THEN 0.15 MILES EAST ON FRANKLIN AVENUE, THEN 0.1 MILE NORTH ON SOUTH
 PP1048'22ND AVENUE, THEN 200 FEET EAST ON SOUTH 9TH STREET
 PP1048
 PP1048                          STATION RECOVERY (2007)
 PP1048
 PP1048'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (JJB)
 PP1048'THE MARK IS LOCATED ABOUT 7.3 MI (11.7 KM) WEST OF SAINT PAUL, 7.3 MI
 PP1048'(11.7 KM) SOUTH-SOUTHWEST OF NEW BRIGHTON AND 1.6 MI (2.6 KM)
 PP1048'SOUTHEAST OF MINNEAPOLIS.
 PP1048'
 PP1048'TO REACH TO THE MARK IN MINNEAPOLIS, IN CONCRETE LANDING ON TOP OF
 PP1048'SOUTH END OF PEDESTRIAN BRIDGE 9892, GO 1 MI (1.6 KM) WEST ALONG
 PP1048'INTERSTATE 94 FROM THE MISSISSIPPI RIVER, THEN 0.35 MI (0.6 KM)
 PP1048'SOUTHWEST ON CEDAR AVENUE THEN 0.15 MI (0.2 KM) EAST ON FRANKLIN
 PP1048'AVENUE, THEN 0.1 MI (0.2 KM) NORTH ON SOUTH 22ND AVENUE THEN 200 FT
 PP1048'(61.0 M) EAST ON SOUTH NINTH STREET.
 PP1048
 PP1048                          STATION RECOVERY (2013)
 PP1048
 PP1048'RECOVERY NOTE BY MN DEPT OF TRANSP 2013 (MAS)
 PP1048'RECOVERED AS DESCRIBED.
 PP1048
 PP1048                          STATION RECOVERY (2018)
 PP1048
 PP1048'RECOVERY NOTE BY MN DEPT OF TRANSP 2018 (MDE)
 PP1048'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 PP1059 ***********************************************************************
 PP1059  DESIGNATION -  2781 AP
 PP1059  PID         -  PP1059
 PP1059  STATE/COUNTY-  MN/HENNEPIN
 PP1059  COUNTRY     -  US
 PP1059  USGS QUAD   -  SAINT PAUL WEST (2019)
 PP1059
 PP1059                         *CURRENT SURVEY CONTROL
 PP1059  ______________________________________________________________________
 PP1059* NAD 83(1986) POSITION- 44 57 58.06   (N) 093 13 06.61   (W)   HD_HELD1
 PP1059* NAVD 88 ORTHO HEIGHT -   253.284 (meters)      830.98  (feet) ADJUSTED
 PP1059  ______________________________________________________________________
 PP1059  GEOID HEIGHT    -        -27.210 (meters)                     GEOID18
 PP1059  DYNAMIC HEIGHT  -        253.277 (meters)      830.96  (feet) COMP
 PP1059  MODELED GRAVITY -    980,582.0   (mgal)                       NAVD 88
 PP1059
 PP1059  VERT ORDER      -  FIRST     CLASS I
 PP1059
 PP1059.The horizontal coordinates were determined by differentially corrected
 PP1059.hand held GPS observations or other comparable positioning techniques
 PP1059.and have an estimated accuracy of +/- 3 meters.
 PP1059
 PP1059.The orthometric height was determined by differential leveling and
 PP1059.adjusted by the NATIONAL GEODETIC SURVEY
 PP1059.in June 1991.
 PP1059
 PP1059.Significant digits in the geoid height do not necessarily reflect accuracy.
 PP1059.GEOID18 height accuracy estimate available here.
 PP1059
 PP1059.Click photographs - Photos may exist for this station.
 PP1059
 PP1059.The dynamic height is computed by dividing the NAVD 88
 PP1059.geopotential number by the normal gravity value computed on the
 PP1059.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP1059.degrees latitude (g = 980.6199 gals.).
 PP1059
 PP1059.The modeled gravity was interpolated from observed gravity values.
 PP1059
 PP1059;                    North         East    Units  Estimated Accuracy
 PP1059;SPC MN S     -   318,757.4     861,651.2     MT  (+/- 3 meters HH1 GPS) 
 PP1059
 PP1059_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK8276879210(NAD 83)
 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
 PP1059.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PP1059.See file dsdata.pdf to determine how the superseded data were derived.
 PP1059
 PP1059_MARKER: DD = SURVEY DISK
 PP1059_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 PP1059_SP_SET: BRIDGE ABUTMENT
 PP1059_STAMPING: 2781 AP 1969
 PP1059_MARK LOGO: MNHD
 PP1059_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PP1059_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PP1059+SATELLITE: SATELLITE OBSERVATIONS - August 20, 2007
 PP1059
 PP1059  HISTORY     - Date     Condition        Report By
 PP1059  HISTORY     - 1969     MONUMENTED       MNHD
 PP1059  HISTORY     - 1969     GOOD             MNDT
 PP1059  HISTORY     - 1970     GOOD             NGS
 PP1059  HISTORY     - 1985     GOOD             USPSQD
 PP1059  HISTORY     - 1985     GOOD             USPSQD
 PP1059  HISTORY     - 20010802 GOOD             USPSQD
 PP1059  HISTORY     - 20070820 GOOD             MNDT
 PP1059
 PP1059                          STATION DESCRIPTION
 PP1059
 PP1059'DESCRIBED BY MN DEPT OF TRANSP 1969
 PP1059'IN MINNEAPOLIS.
 PP1059'STANDARD DISK IN THE SOUTHWEST CORNER OF BRIDGE NO. 27959 THE C.ST. P.
 PP1059'M. AND O RAILROAD OVER I.R. 94 1 BLOCK EAST OF 27TH AVE. S.E. ON
 PP1059'THORNTON ST. S.E.
 PP1059
 PP1059                          STATION RECOVERY (1970)
 PP1059
 PP1059'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970
 PP1059'ABOUT 0.45 MILE SOUTHEAST ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND
 PP1059'PACIFIC RAILROAD FROM THE CROSSING OF WASHINGTON AVENUE SE AT
 PP1059'MINNEAPOLIS, 0.2 MILE NORTHWEST OF THE CROSSING OF THE RAILROAD AND
 PP1059'FRANKLIN AVENUE, SET IN THE TOP OF THE SOUTHWEST END OF THE SOUTHEAST
 PP1059'CONCRETE ABUTMENT OF THE RAILROAD BRIDGE OVER INTERSTATE HIGHWAY 94,
 PP1059'13.7 FEET SOUTHWEST OF THE SOUTHWEST RAIL OF THE MAIN TRACK, 1.5 FEET
 PP1059'NORTHEAST OF THE SOUTHWEST END OF THE SOUTHEAST ABUTMENT OF THE
 PP1059'BRIDGE, AND ABOUT 1 FOOT ABOVE THE LEVEL OF THE TRACK. NOTE-- THIS
 PP1059'MARK IS ALSO 2.9 MILES NORTHWEST ALONG THE CHICAGO, MILWAUKEE, ST.
 PP1059'PAUL AND PACIFIC RAILROAD FROM THE RAILROAD OVERPASS FOR SHELLING AND
 PP1059'MARSHALL AVENUES AT ST. PAUL.
 PP1059
 PP1059                          STATION RECOVERY (1985)
 PP1059
 PP1059'RECOVERY NOTE BY US POWER SQUADRON 1985 (GQ)
 PP1059'RECOVERED IN GOOD CONDITION.
 PP1059
 PP1059                          STATION RECOVERY (1985)
 PP1059
 PP1059'RECOVERY NOTE BY US POWER SQUADRON 1985
 PP1059'RECOVERED IN GOOD CONDITION.
 PP1059
 PP1059                          STATION RECOVERY (2001)
 PP1059
 PP1059'RECOVERY NOTE BY US POWER SQUADRON 2001 (BC)
 PP1059'RECOVERED IN GOOD CONDITION.
 PP1059
 PP1059                          STATION RECOVERY (2007)
 PP1059
 PP1059'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (JJB)
 PP1059'THE MARK IS LOCATED ABOUT 6.9 MI (11.1 KM) SOUTH OF NEW BRIGHTON, 6.3
 PP1059'MI (10.1 KM) WEST-NORTHWEST OF SAINT PAUL AND 2.4 MI (3.9 KM)
 PP1059'EAST-SOUTHEAST OF MINNEAPOLIS.
 PP1059'
 PP1059'TO REACH TO THE MARK IN MINNEAPOLIS, GO 0.45 MI (0.7 KM) SOUTHEAST OF
 PP1059'THE JUNCTION OF WASHINGTON AVENUE SOUTHEAST AND RAILROAD, 0.2 MI (0.3
 PP1059'KM) NORTHWEST OF THE JUNCTION OF FRANKLIN AVENUE AND RAILROAD, IN
 PP1059'SOUTHWEST END OF SOUTHEAST ABUTMENT OF RAILROAD BRIDGE OVER INTERSTATE
 PP1059'HIGHWAY 94, 13.7 FT (4.2 M) SOUTHWEST OF SOUTHWEST RAIL OF MAIN TRACK,
 PP1059'1.5 FT (0.5 M) NORTHEAST OF SOUTHWEST END OF SOUTHEAST ABU.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 PP1060 ***********************************************************************
 PP1060  DESIGNATION -  2781 AQ
 PP1060  PID         -  PP1060
 PP1060  STATE/COUNTY-  MN/HENNEPIN
 PP1060  COUNTRY     -  US
 PP1060  USGS QUAD   -  SAINT PAUL WEST (2019)
 PP1060
 PP1060                         *CURRENT SURVEY CONTROL
 PP1060  ______________________________________________________________________
 PP1060* NAD 83(1986) POSITION- 44 57 53.     (N) 093 12 55.     (W)   SCALED
 PP1060* NAVD 88 ORTHO HEIGHT -   259.770 (meters)      852.26  (feet) ADJUSTED
 PP1060  ______________________________________________________________________
 PP1060  GEOID HEIGHT    -        -27.214 (meters)                     GEOID18
 PP1060  DYNAMIC HEIGHT  -        259.763 (meters)      852.24  (feet) COMP
 PP1060  MODELED GRAVITY -    980,581.9   (mgal)                       NAVD 88
 PP1060
 PP1060  VERT ORDER      -  SECOND    CLASS 0
 PP1060
 PP1060.The horizontal coordinates were scaled from a map and have
 PP1060.an estimated accuracy of +/- 6 seconds.
 PP1060
 PP1060.The orthometric height was determined by differential leveling and
 PP1060.adjusted by the NATIONAL GEODETIC SURVEY
 PP1060.in June 1991.
 PP1060
 PP1060.Significant digits in the geoid height do not necessarily reflect accuracy.
 PP1060.GEOID18 height accuracy estimate available here.
 PP1060
 PP1060.Click photographs - Photos may exist for this station.
 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.      861,910.      MT  (+/- 180 meters Scaled)
 PP1060
 PP1060_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK830790(NAD 83)
 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
 PP1060.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PP1060.See file dsdata.pdf to determine how the superseded data were derived.
 PP1060
 PP1060_MARKER: DD = SURVEY DISK
 PP1060_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 PP1060_SP_SET: BRIDGE ABUTMENT
 PP1060_STAMPING: 2781 AQ
 PP1060_MARK LOGO: MNHD
 PP1060_MAGNETIC: N = NO MAGNETIC MATERIAL
 PP1060_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PP1060_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 PP1060+SATELLITE: SATELLITE OBSERVATIONS - August 06, 2013
 PP1060
 PP1060  HISTORY     - Date     Condition        Report By
 PP1060  HISTORY     - 19690401 MONUMENTED       MNHD
 PP1060  HISTORY     - 1969     GOOD             MNDT
 PP1060  HISTORY     - 1985     GOOD             USPSQD
 PP1060  HISTORY     - 20010802 MARK NOT FOUND   USPSQD
 PP1060  HISTORY     - 20070820 GOOD             MNDT
 PP1060  HISTORY     - 20130806 GOOD             MNDT
 PP1060
 PP1060                          STATION DESCRIPTION
 PP1060
 PP1060'DESCRIBED BY MN DEPT OF TRANSP 1969
 PP1060'IN MINNEAPOLIS.
 PP1060'STANDARD DISK IN THE SOUTHEAST CORNER OF BRIDGE NO. 27957 FRANKLIN
 PP1060'AVENUE OVER I.R. 94.
 PP1060
 PP1060                          STATION RECOVERY (1985)
 PP1060
 PP1060'RECOVERY NOTE BY US POWER SQUADRON 1985 (GQ)
 PP1060'RECOVERED IN GOOD CONDITION.
 PP1060
 PP1060                          STATION RECOVERY (2001)
 PP1060
 PP1060'RECOVERY NOTE BY US POWER SQUADRON 2001 (BC)
 PP1060'BRIDGE REBUILT IN 1995, NUMBER 27856. VERTICAL CONTROL DISK AT
 PP1060'LOCATION WITH NO STAMPING
 PP1060
 PP1060                          STATION RECOVERY (2007)
 PP1060
 PP1060'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (JJB)
 PP1060'THE MARK IS LOCATED ABOUT 7.0 MI (11.3 KM) SOUTH OF NEW BRIGHTON, 6.2
 PP1060'MI (10.0 KM) WEST-NORTHWEST OF SAINT PAUL AND 2.6 MI (4.2 KM)
 PP1060'EAST-SOUTHEAST OF MINNEAPOLIS.
 PP1060'
 PP1060'TO REACH TO THE MARK GO AT MINNEAPOLIS, IN SOUTHEAST CORNER OF
 PP1060'FRANKLIN AVENUE SOUTHEAST BRIDGE 27957 OVER INTERSTATE HIGHWAY 94,
 PP1060'BRIDGE REBUILT IN 1995 VERTICAL CONTROL DISK AT LOCATION WITH NO
 PP1060'STAMPING.
 PP1060
 PP1060                          STATION RECOVERY (2013)
 PP1060
 PP1060'RECOVERY NOTE BY MN DEPT OF TRANSP 2013 (MAS)
 PP1060'IN MINNEAPOLIS, IN SOUTHEAST CORNER OF FRANKLIN AVENUE SOUTHEAST
 PP1060'BRIDGE NUMBER 27957 OVER INTERSTATE HIGHWAY 94.  WITHIN A INACCESSIBLE
 PP1060'FENCED AREA.  MARK IS INACCESSIBLE AND UNSUITABLE FOR GEODETIC USE.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 PP1061 ***********************************************************************
 PP1061  DESIGNATION -  2781 AR
 PP1061  PID         -  PP1061
 PP1061  STATE/COUNTY-  MN/HENNEPIN
 PP1061  COUNTRY     -  US
 PP1061  USGS QUAD   -  SAINT PAUL WEST (2019)
 PP1061
 PP1061                         *CURRENT SURVEY CONTROL
 PP1061  ______________________________________________________________________
 PP1061* NAD 83(1986) POSITION- 44 57 43.     (N) 093 12 47.     (W)   SCALED
 PP1061* NAVD 88 ORTHO HEIGHT -   254.294 (meters)      834.30  (feet) ADJUSTED
 PP1061  ______________________________________________________________________
 PP1061  GEOID HEIGHT    -        -27.216 (meters)                     GEOID18
 PP1061  DYNAMIC HEIGHT  -        254.286 (meters)      834.27  (feet) COMP
 PP1061  MODELED GRAVITY -    980,581.8   (mgal)                       NAVD 88
 PP1061
 PP1061  VERT ORDER      -  FIRST     CLASS I
 PP1061
 PP1061.The horizontal coordinates were scaled from a map and have
 PP1061.an estimated accuracy of +/- 6 seconds.
 PP1061
 PP1061.The orthometric height was determined by differential leveling and
 PP1061.adjusted by the NATIONAL GEODETIC SURVEY
 PP1061.in June 1991.
 PP1061
 PP1061.Significant digits in the geoid height do not necessarily reflect accuracy.
 PP1061.GEOID18 height accuracy estimate available here.
 PP1061
 PP1061.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK831787(NAD 83)
 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
 PP1061.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PP1061.See file dsdata.pdf to determine how the superseded data were derived.
 PP1061
 PP1061_MARKER: DB = BENCH MARK DISK
 PP1061_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 PP1061_SP_SET: BRIDGE
 PP1061_STAMPING: 2781 AR 1969
 PP1061_MARK LOGO: MNHD
 PP1061_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PP1061_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 PP1061+SATELLITE: SATELLITE OBSERVATIONS - May 29, 2013
 PP1061
 PP1061  HISTORY     - Date     Condition        Report By
 PP1061  HISTORY     - UNK      MONUMENTED       MNDT
 PP1061  HISTORY     - 1969     GOOD             MNDT
 PP1061  HISTORY     - 1970     GOOD             NGS
 PP1061  HISTORY     - 1985     GOOD             USPSQD
 PP1061  HISTORY     - 1985     GOOD             USPSQD
 PP1061  HISTORY     - 20000304 GOOD             USPSQD
 PP1061  HISTORY     - 20070820 MARK NOT FOUND   MNDT
 PP1061  HISTORY     - 20130529 GOOD             GEOCAC
 PP1061
 PP1061                          STATION DESCRIPTION
 PP1061
 PP1061'DESCRIBED BY MN DEPT OF TRANSP 1969
 PP1061'IN MINNEAPOLIS.
 PP1061'STANDARD DISK IN SOUTH END OF PEDESTRAIN BRIDGE NO. 27958 PED. BRIDGE
 PP1061'OVER I.R. 94 AND RAILROAD TRACKS.  DISK IS IN THE SOUTH END OF THE 2ND
 PP1061'STEP.
 PP1061
 PP1061                          STATION RECOVERY (1970)
 PP1061
 PP1061'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970
 PP1061'ABOUT 2.5 MILES NORTHWEST ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND
 PP1061'PACIFIC RAILROAD FROM THE OVERPASS FOR SHELLING AND MARSHALL AVENUES
 PP1061'AT ST. PAUL, 0.85 MILE SOUTHEAST OF THE CROSSING OF THE RAILROAD AND
 PP1061'WASHINGTON AVENUE SE, 0.4 MILE NORTHWEST OF THE JUNCTION OF THE
 PP1061'RAILROAD AND A RAILROAD WHICH LEADS WEST, SET IN THE TOP OF THE
 PP1061'SOUTHWEST END OF THE SECOND STEP FROM THE BOTTOM AND DIRECTLY ABOVE
 PP1061'THE NORTHWEST CONCRETE FOOTING FOR FOOT BRIDGE NUMBER 27958 OVER THE
 PP1061'RAILROAD AND INTERSTATE HIGHWAY 94, 136 FEET NORTHEAST OF THE CENTER
 PP1061'LINE OF E RIVER TERRACE, 43.7 FEET SOUTHWEST OF THE SOUTHWEST RAIL OF
 PP1061'THE SOUTHWEST TRACK, 16 FEET NORTHWEST OF THE EXTENDED CENTER LINE OF
 PP1061'SEYMORE AVENUE SE, ABOUT 1 1/2 FEET ABOVE THE LEVEL OF A WALKWAY, AND
 PP1061'ABOUT 2 FEET BELOW THE LEVEL OF THE TRACK.
 PP1061
 PP1061                          STATION RECOVERY (1985)
 PP1061
 PP1061'RECOVERY NOTE BY US POWER SQUADRON 1985 (GQ)
 PP1061'RECOVERED IN GOOD CONDITION.
 PP1061
 PP1061                          STATION RECOVERY (1985)
 PP1061
 PP1061'RECOVERY NOTE BY US POWER SQUADRON 1985
 PP1061'MARK LOCATED IN SOUTH SIDE OF 2ND STEP OF PEDESTRIAN BRIDGE OVER 3
 PP1061'TRACKS. I 94 IN WEST OF CENTERLINE ABOUT 1.5 MILES EAST OF
 PP1061'MISSISSIPPI RIVER.
 PP1061
 PP1061                          STATION RECOVERY (2000)
 PP1061
 PP1061'RECOVERY NOTE BY US POWER SQUADRON 2000
 PP1061'RECOVERED IN GOOD CONDITION.
 PP1061
 PP1061                          STATION RECOVERY (2007)
 PP1061
 PP1061'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (JJB)
 PP1061'THE MARK WAS NOT RECOVERED.
 PP1061
 PP1061                          STATION RECOVERY (2013)
 PP1061
 PP1061'RECOVERY NOTE BY GEOCACHING 2013 (MP)
 PP1061'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 PP3382 ***********************************************************************
 PP3382  DESIGNATION -  2781 AS
 PP3382  PID         -  PP3382
 PP3382  STATE/COUNTY-  MN/HENNEPIN
 PP3382  COUNTRY     -  US
 PP3382  USGS QUAD   -  MINNEAPOLIS SOUTH (2019)
 PP3382
 PP3382                         *CURRENT SURVEY CONTROL
 PP3382  ______________________________________________________________________
 PP3382* NAD 83(1986) POSITION- 44 59 30.66   (N) 093 17 11.35   (W)   HD_HELD1
 PP3382* NAVD 88 ORTHO HEIGHT -   255.383 (meters)      837.87  (feet) ADJUSTED
 PP3382  ______________________________________________________________________
 PP3382  GEOID HEIGHT    -        -27.132 (meters)                     GEOID18
 PP3382  DYNAMIC HEIGHT  -        255.377 (meters)      837.85  (feet) COMP
 PP3382  MODELED GRAVITY -    980,588.2   (mgal)                       NAVD 88
 PP3382
 PP3382  VERT ORDER      -  SECOND    CLASS II
 PP3382
 PP3382.The horizontal coordinates were determined by differentially corrected
 PP3382.hand held GPS observations or other comparable positioning techniques
 PP3382.and have an estimated accuracy of +/- 3 meters.
 PP3382
 PP3382.The orthometric height was determined by differential leveling and
 PP3382.adjusted by the NATIONAL GEODETIC SURVEY
 PP3382.in June 1995.
 PP3382
 PP3382.Significant digits in the geoid height do not necessarily reflect accuracy.
 PP3382.GEOID18 height accuracy estimate available here.
 PP3382
 PP3382.Click photographs - Photos may exist for this station.
 PP3382
 PP3382.The dynamic height is computed by dividing the NAVD 88
 PP3382.geopotential number by the normal gravity value computed on the
 PP3382.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP3382.degrees latitude (g = 980.6199 gals.).
 PP3382
 PP3382.The modeled gravity was interpolated from observed gravity values.
 PP3382
 PP3382;                    North         East    Units  Estimated Accuracy
 PP3382;SPC MN S     -   321,566.6     856,263.2     MT  (+/- 3 meters HH1 GPS) 
 PP3382
 PP3382_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK7741782084(NAD 83)
 PP3382
 PP3382                          SUPERSEDED SURVEY CONTROL
 PP3382
 PP3382.No superseded survey control is available for this station.
 PP3382
 PP3382_MARKER: DV = VERTICAL CONTROL DISK
 PP3382_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 PP3382_SP_SET: BRIDGE RAILING
 PP3382_STAMPING: 2781 AS 1979
 PP3382_MARK LOGO: MNHD
 PP3382_MAGNETIC: N = NO MAGNETIC MATERIAL
 PP3382_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PP3382_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 PP3382+SATELLITE: SATELLITE OBSERVATIONS - August 19, 2013
 PP3382
 PP3382  HISTORY     - Date     Condition        Report By
 PP3382  HISTORY     - 19790601 MONUMENTED       MNHD
 PP3382  HISTORY     - 20070712 GOOD             MNDT
 PP3382  HISTORY     - 20130819 GOOD             MNDT
 PP3382
 PP3382                          STATION DESCRIPTION
 PP3382
 PP3382'DESCRIBED BY MN HIGHWAY DEPT 1979
 PP3382'IN MINNEAPOLIS.
 PP3382'THE MARK IS LOCATED IN THE CITY OF MINNEAPOLIS, IN THE SW 1/4 OF
 PP3382'SECTION 15, T29N, R24W, IN THE TOP OF THE CONCRETE RAILING AT THE
 PP3382'SOUTHWEST CORNER OF THE PLYMOUTH AVENUE NORTH BRIDGE (NUMBER 27796)
 PP3382'OVER INTERSTATE 94.  THE MARK, A STANDARD MNDT VERTICAL CONTROL
 PP3382'MONUMENT DISK STAMPED---2781 AS 1979---, IS SET FLUSH IN A DRILL
 PP3382'HOLE.
 PP3382
 PP3382                          STATION RECOVERY (2007)
 PP3382
 PP3382'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (JJB)
 PP3382'THE MARK IS LOCATED ABOUT 9.8 MI (15.8 KM) EAST-NORTHEAST OF HOPKINS,
 PP3382'6.6 MI (10.6 KM) SOUTHWEST OF NEW BRIGHTON AND 1.4 MI (2.3 KM)
 PP3382'NORTHWEST OF MINNEAPOLIS.
 PP3382'
 PP3382'TO REACH TO THE MARK IN MINNEAPOLIS, ON THE TOP OF RAILING AT
 PP3382'SOUTHWEST CORNER OF PLYMOUTH AVENUE NORTH BRIDGE 27796 OVER INTERSTATE
 PP3382'HIGHWAY 94.
 PP3382
 PP3382                          STATION RECOVERY (2013)
 PP3382
 PP3382'RECOVERY NOTE BY MN DEPT OF TRANSP 2013 (MAS)
 PP3382'IN MINNEAPOLIS, IN BRIDGE RAILING AT SOUTHWEST CORNER OF PLYMOUTH
 PP3382'AVENUE NORTH BRIDGE NUMBER 27796 OVER INTERSTATE HIGHWAY 94.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 PP3383 ***********************************************************************
 PP3383  DESIGNATION -  2781 AS 1
 PP3383  PID         -  PP3383
 PP3383  STATE/COUNTY-  MN/HENNEPIN
 PP3383  COUNTRY     -  US
 PP3383  USGS QUAD   -  MINNEAPOLIS SOUTH (2019)
 PP3383
 PP3383                         *CURRENT SURVEY CONTROL
 PP3383  ______________________________________________________________________
 PP3383* NAD 83(1986) POSITION- 44 59 30.79   (N) 093 17 00.48   (W)   HD_HELD1
 PP3383* NAVD 88 ORTHO HEIGHT -   253.902 (meters)      833.01  (feet) ADJUSTED
 PP3383  ______________________________________________________________________
 PP3383  GEOID HEIGHT    -        -27.136 (meters)                     GEOID18
 PP3383  DYNAMIC HEIGHT  -        253.896 (meters)      832.99  (feet) COMP
 PP3383  MODELED GRAVITY -    980,588.1   (mgal)                       NAVD 88
 PP3383
 PP3383  VERT ORDER      -  SECOND    CLASS II
 PP3383
 PP3383.The horizontal coordinates were determined by differentially corrected
 PP3383.hand held GPS observations or other comparable positioning techniques
 PP3383.and have an estimated accuracy of +/- 3 meters.
 PP3383
 PP3383.The orthometric height was determined by differential leveling and
 PP3383.adjusted by the NATIONAL GEODETIC SURVEY
 PP3383.in June 1995.
 PP3383
 PP3383.Significant digits in the geoid height do not necessarily reflect accuracy.
 PP3383.GEOID18 height accuracy estimate available here.
 PP3383
 PP3383.Click photographs - Photos may exist for this station.
 PP3383
 PP3383.The dynamic height is computed by dividing the NAVD 88
 PP3383.geopotential number by the normal gravity value computed on the
 PP3383.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP3383.degrees latitude (g = 980.6199 gals.).
 PP3383
 PP3383.The modeled gravity was interpolated from observed gravity values.
 PP3383
 PP3383;                    North         East    Units  Estimated Accuracy
 PP3383;SPC MN S     -   321,572.7     856,501.3     MT  (+/- 3 meters HH1 GPS) 
 PP3383
 PP3383_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK7765582088(NAD 83)
 PP3383
 PP3383                          SUPERSEDED SURVEY CONTROL
 PP3383
 PP3383.No superseded survey control is available for this station.
 PP3383
 PP3383_MARKER: DB = BENCH MARK DISK
 PP3383_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 PP3383_SP_SET: BRIDGE RAILING
 PP3383_STAMPING: 2781 AS 1 1979
 PP3383_MARK LOGO: MNHD
 PP3383_MAGNETIC: N = NO MAGNETIC MATERIAL
 PP3383_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PP3383_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 PP3383+SATELLITE: SATELLITE OBSERVATIONS - August 19, 2013
 PP3383
 PP3383  HISTORY     - Date     Condition        Report By
 PP3383  HISTORY     - 19790601 MONUMENTED       MNHD
 PP3383  HISTORY     - 20070712 GOOD             MNDT
 PP3383  HISTORY     - 20130819 GOOD             MNDT
 PP3383
 PP3383                          STATION DESCRIPTION
 PP3383
 PP3383'DESCRIBED BY MN HIGHWAY DEPT 1979
 PP3383'IN MINNEAPOLIS.
 PP3383'THE MARK IS LOCATED IN THE CITY OF MINNEAPOLIS, IN THE SW 1/4 OF
 PP3383'SECTION 15, T29N, R24W, IN THE TOP OF THE CONCRETE RAILING AT THE
 PP3383'SOUTHEAST CORNER OF THE PLYMOUTH AVENUE NORTH BRIDGE (NUMBER 27796)
 PP3383'OVER INTERSTATE 94.  THE MARK, A STANDARD MNDT VERTICAL CONTROL
 PP3383'MONUMENT DISK STAMPED---2781 AS 1 1979---, IS SET FLUSH IN A DRILL
 PP3383'HOLE.
 PP3383
 PP3383                          STATION RECOVERY (2007)
 PP3383
 PP3383'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (JJB)
 PP3383'THE MARK IS LOCATED ABOUT 9.9 MI (15.9 KM) WEST-NORTHWEST OF SAINT
 PP3383'PAUL, 6.5 MI (10.5 KM) SOUTHWEST OF NEW BRIGHTON AND 1.3 MI (2.1 KM)
 PP3383'NORTHWEST OF MINNEAPOLIS.
 PP3383'
 PP3383'TO REACH TO THE MARK IN MINNEAPOLIS, ON TOP OF CONCRETE RAILING AT
 PP3383'SOUTHEAST CORNER OF PLYMOUTH AVENUE NORTH BRIDGE 27796 OVER INTERSTATE
 PP3383'HIGHWAY 94.
 PP3383
 PP3383                          STATION RECOVERY (2013)
 PP3383
 PP3383'RECOVERY NOTE BY MN DEPT OF TRANSP 2013 (MAS)
 PP3383'IN MINNEAPOLIS, IN TOP OF CONCRETE RAILING AT SOUTHEAST CORNER OF
 PP3383'PLYMOUTH AVENUE NORTH BRIDGE NUMBER 27796 OVER INTERSTATE HIGHWAY 94.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 PP3384 ***********************************************************************
 PP3384  DESIGNATION -  2781 AT
 PP3384  PID         -  PP3384
 PP3384  STATE/COUNTY-  MN/HENNEPIN
 PP3384  COUNTRY     -  US
 PP3384  USGS QUAD   -  MINNEAPOLIS SOUTH (2019)
 PP3384
 PP3384                         *CURRENT SURVEY CONTROL
 PP3384  ______________________________________________________________________
 PP3384* NAD 83(1986) POSITION- 44 59 56.38   (N) 093 16 55.71   (W)   HD_HELD1
 PP3384* NAVD 88 ORTHO HEIGHT -   252.045 (meters)      826.92  (feet) ADJUSTED
 PP3384  ______________________________________________________________________
 PP3384  GEOID HEIGHT    -        -27.141 (meters)                     GEOID18
 PP3384  DYNAMIC HEIGHT  -        252.040 (meters)      826.90  (feet) COMP
 PP3384  MODELED GRAVITY -    980,589.0   (mgal)                       NAVD 88
 PP3384
 PP3384  VERT ORDER      -  SECOND    CLASS I
 PP3384
 PP3384.The horizontal coordinates were determined by differentially corrected
 PP3384.hand held GPS observations or other comparable positioning techniques
 PP3384.and have an estimated accuracy of +/- 3 meters.
 PP3384
 PP3384.The orthometric height was determined by differential leveling and
 PP3384.adjusted by the NATIONAL GEODETIC SURVEY
 PP3384.in September 2016.
 PP3384
 PP3384.Significant digits in the geoid height do not necessarily reflect accuracy.
 PP3384.GEOID18 height accuracy estimate available here.
 PP3384
 PP3384.Click photographs - Photos may exist for this station.
 PP3384
 PP3384.The dynamic height is computed by dividing the NAVD 88
 PP3384.geopotential number by the normal gravity value computed on the
 PP3384.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP3384.degrees latitude (g = 980.6199 gals.).
 PP3384
 PP3384.The modeled gravity was interpolated from observed gravity values.
 PP3384
 PP3384;                    North         East    Units  Estimated Accuracy
 PP3384;SPC MN S     -   322,363.6     856,598.8     MT  (+/- 3 meters HH1 GPS) 
 PP3384
 PP3384_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK7776282877(NAD 83)
 PP3384
 PP3384                          SUPERSEDED SURVEY CONTROL
 PP3384
 PP3384  NAVD 88 (06/23/95)  252.097  (m)          827.09   (f) SUPERSEDED  2 2
 PP3384
 PP3384.Superseded values are not recommended for survey control.
 PP3384
 PP3384.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PP3384.See file dsdata.pdf to determine how the superseded data were derived.
 PP3384
 PP3384_MARKER: DV = VERTICAL CONTROL DISK
 PP3384_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 PP3384_SP_SET: BRIDGE WALKWAY
 PP3384_STAMPING: 2781 AT 1979
 PP3384_MARK LOGO: MNHD
 PP3384_MAGNETIC: N = NO MAGNETIC MATERIAL
 PP3384_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PP3384_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 PP3384+SATELLITE: SATELLITE OBSERVATIONS - August 19, 2013
 PP3384
 PP3384  HISTORY     - Date     Condition        Report By
 PP3384  HISTORY     - 1979     MONUMENTED       MNDT
 PP3384  HISTORY     - 20070711 GOOD             MNDT
 PP3384  HISTORY     - 20130819 GOOD             MNDT
 PP3384
 PP3384                          STATION DESCRIPTION
 PP3384
 PP3384'DESCRIBED BY MN DEPT OF TRANSP 1979
 PP3384'IN MINNEAPOLIS.
 PP3384'THE MARK IS LOCATED IN THE CITY OF MINNEAPOLIS, IN THE NW 1/4 OF
 PP3384'SECTION 15, T29N, R24W, IN THE TOP OF THE SIDEWALK IN THE SOUTHEAST
 PP3384'CORNER OF THE WEST BROADWAY BRIDGE (NUMBER 27815) OVER INTERSTATE 94.
 PP3384'THE MARK, A STANDARD MNDT VERTICAL CONTROL MONUMENT DISK
 PP3384'STAMPED---2781 AT 1979---, IS SET FLUSH IN A DRILL HOLE.
 PP3384
 PP3384                          STATION RECOVERY (2007)
 PP3384
 PP3384'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (BLB)
 PP3384'THE MARK IS LOCATED ABOUT 10.0 MI (16.1 KM) WEST-NORTHWEST OF SAINT
 PP3384'PAUL, 6.1 MI (9.8 KM) SOUTHWEST OF NEW BRIGHTON AND 1.6 MI (2.6 KM)
 PP3384'NORTHWEST OF MINNEAPOLIS.
 PP3384'
 PP3384'TO REACH TO THE MARK IN MINNEAPOLIS, IN SIDEWALK AT SOUTHEAST CORNER
 PP3384'OF WEST BROADWAY BRIDGE 27815 OVER INTERSTATE HIGHWAY 94, 1.3 FT (0.4
 PP3384'M) SOUTH OF CURB, 6.7 FT (2.0 M) NORTH OF CONCRETE RAILING, 1.7 FT
 PP3384'(0.5 M) WEST OF EXPANSION PLATE.
 PP3384
 PP3384                          STATION RECOVERY (2013)
 PP3384
 PP3384'RECOVERY NOTE BY MN DEPT OF TRANSP 2013 (MAS)
 PP3384'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 QO2334 ***********************************************************************
 QO2334  DESIGNATION -  2781 AU
 QO2334  PID         -  QO2334
 QO2334  STATE/COUNTY-  MN/HENNEPIN
 QO2334  COUNTRY     -  US
 QO2334  USGS QUAD   -  MINNEAPOLIS NORTH (2019)
 QO2334
 QO2334                         *CURRENT SURVEY CONTROL
 QO2334  ______________________________________________________________________
 QO2334* NAD 83(1986) POSITION- 45 00 21.00   (N) 093 16 55.59   (W)   HD_HELD1
 QO2334* NAVD 88 ORTHO HEIGHT -   253.853 (meters)      832.85  (feet) ADJUSTED
 QO2334  ______________________________________________________________________
 QO2334  GEOID HEIGHT    -        -27.144 (meters)                     GEOID18
 QO2334  DYNAMIC HEIGHT  -        253.848 (meters)      832.83  (feet) COMP
 QO2334  MODELED GRAVITY -    980,587.9   (mgal)                       NAVD 88
 QO2334
 QO2334  VERT ORDER      -  SECOND    CLASS II
 QO2334
 QO2334.The horizontal coordinates were determined by differentially corrected
 QO2334.hand held GPS observations or other comparable positioning techniques
 QO2334.and have an estimated accuracy of +/- 3 meters.
 QO2334
 QO2334.The orthometric height was determined by differential leveling and
 QO2334.adjusted by the NATIONAL GEODETIC SURVEY
 QO2334.in June 1995.
 QO2334
 QO2334.Significant digits in the geoid height do not necessarily reflect accuracy.
 QO2334.GEOID18 height accuracy estimate available here.
 QO2334
 QO2334.Click photographs - Photos may exist for this station.
 QO2334
 QO2334.The dynamic height is computed by dividing the NAVD 88
 QO2334.geopotential number by the normal gravity value computed on the
 QO2334.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QO2334.degrees latitude (g = 980.6199 gals.).
 QO2334
 QO2334.The modeled gravity was interpolated from observed gravity values.
 QO2334
 QO2334;                    North         East    Units  Estimated Accuracy
 QO2334;SPC MN S     -   323,123.5     856,594.8     MT  (+/- 3 meters HH1 GPS) 
 QO2334
 QO2334_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK7776783637(NAD 83)
 QO2334
 QO2334                          SUPERSEDED SURVEY CONTROL
 QO2334
 QO2334.No superseded survey control is available for this station.
 QO2334
 QO2334_MARKER: DB = BENCH MARK DISK
 QO2334_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 QO2334_SP_SET: BRIDGE RAILING
 QO2334_STAMPING: 2781 AU 1979
 QO2334_MARK LOGO: MNHD
 QO2334_MAGNETIC: N = NO MAGNETIC MATERIAL
 QO2334_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QO2334_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 QO2334+SATELLITE: SATELLITE OBSERVATIONS - August 19, 2013
 QO2334
 QO2334  HISTORY     - Date     Condition        Report By
 QO2334  HISTORY     - 19790601 MONUMENTED       MNHD
 QO2334  HISTORY     - 19800120 GOOD             MNDT
 QO2334  HISTORY     - 20070712 GOOD             MNDT
 QO2334  HISTORY     - 20130819 GOOD             MNDT
 QO2334
 QO2334                          STATION DESCRIPTION
 QO2334
 QO2334'DESCRIBED BY MN HIGHWAY DEPT 1979
 QO2334'IN MINNEAPOLIS.
 QO2334'THE MARK IS LOCATED IN THE CITY OF MINNEAPOLIS, IN THE NW 1/4 OF
 QO2334'SECTION 15, T15N, R24W, IN THE TOP OF THE SOUTHEAST CORNER ABUTMENT
 QO2334'OF THE 26TH AVENUE NORTH BRIDGE (NUMBER 27814) OVER INTERSTATE 94, AT
 QO2334'THE INTERSECTION OF 26TH AVENUE NORTH AND WASHINGTON AVENUE NORTH.
 QO2334'THE MARK, A STANDARD MNDT VERTICAL CONTROL MONUMENT DISK
 QO2334'STAMPED---2781 AU 1979---, IS SET FLUSH IN A DRILL HOLE.
 QO2334
 QO2334                          STATION RECOVERY (1980)
 QO2334
 QO2334'RECOVERY NOTE BY MN DEPT OF TRANSP 1980
 QO2334'RECOVERED IN GOOD CONDITION.
 QO2334
 QO2334                          STATION RECOVERY (2007)
 QO2334
 QO2334'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (JJB)
 QO2334'THE MARK IS LOCATED ABOUT 9.8 MI (15.8 KM) SOUTHEAST OF OSSEO, 5.7 MI
 QO2334'(9.2 KM) SOUTHWEST OF NEW BRIGHTON AND 2.0 MI (3.2 KM) NORTH-NORTHWEST
 QO2334'OF MINNEAPOLIS.
 QO2334'
 QO2334'TO REACH TO THE MARK IN MINNEAPOLIS, AT THE JUNCTION OF 26TH AVENUE
 QO2334'NORTH AND WASHINGTON AVENUE NORTH, IN SOUTHEAST CORNER OF 26TH AVENUE
 QO2334'NORTH BRIDGE 27814 OVER INTERSTATE HIGHWAY 94, IN THE TOP OF RAILING,
 QO2334'30 FT (9.1 M) WEST FROM EAST END OF CONCRETE RAILING.
 QO2334
 QO2334                          STATION RECOVERY (2013)
 QO2334
 QO2334'RECOVERY NOTE BY MN DEPT OF TRANSP 2013 (MAS)
 QO2334'IN MINNEAPOLIS, AT JUNCTION OF 26TH AVENUE NORTH AND WASHINGTON AVENUE
 QO2334'NORTH, IN SOUTHEAST CORNER OF 26TH AVENUE NORTH BRIDGE NUMBER 27814
 QO2334'OVER INTERSTATE HIGHWAY 94, 30.0 FEET WEST FROM EAST END OF BRIDGE
 QO2334'RAILING.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 QO2335 ***********************************************************************
 QO2335  DESIGNATION -  2781 AV
 QO2335  PID         -  QO2335
 QO2335  STATE/COUNTY-  MN/HENNEPIN
 QO2335  COUNTRY     -  US
 QO2335  USGS QUAD   -  MINNEAPOLIS NORTH (2019)
 QO2335
 QO2335                         *CURRENT SURVEY CONTROL
 QO2335  ______________________________________________________________________
 QO2335* NAD 83(1986) POSITION- 45 00 46.84   (N) 093 16 55.34   (W)   HD_HELD1
 QO2335* NAVD 88 ORTHO HEIGHT -   257.858 (meters)      845.99  (feet) ADJUSTED
 QO2335  ______________________________________________________________________
 QO2335  GEOID HEIGHT    -        -27.148 (meters)                     GEOID18
 QO2335  DYNAMIC HEIGHT  -        257.853 (meters)      845.97  (feet) COMP
 QO2335  MODELED GRAVITY -    980,589.0   (mgal)                       NAVD 88
 QO2335
 QO2335  VERT ORDER      -  SECOND    CLASS II
 QO2335
 QO2335.The horizontal coordinates were determined by differentially corrected
 QO2335.hand held GPS observations or other comparable positioning techniques
 QO2335.and have an estimated accuracy of +/- 3 meters.
 QO2335
 QO2335.The orthometric height was determined by differential leveling and
 QO2335.adjusted by the NATIONAL GEODETIC SURVEY
 QO2335.in June 1995.
 QO2335
 QO2335.Significant digits in the geoid height do not necessarily reflect accuracy.
 QO2335.GEOID18 height accuracy estimate available here.
 QO2335
 QO2335.Click photographs - Photos may exist for this station.
 QO2335
 QO2335.The dynamic height is computed by dividing the NAVD 88
 QO2335.geopotential number by the normal gravity value computed on the
 QO2335.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QO2335.degrees latitude (g = 980.6199 gals.).
 QO2335
 QO2335.The modeled gravity was interpolated from observed gravity values.
 QO2335
 QO2335;                    North         East    Units  Estimated Accuracy
 QO2335;SPC MN S     -   323,921.2     856,593.3     MT  (+/- 3 meters HH1 GPS) 
 QO2335
 QO2335_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK7777684434(NAD 83)
 QO2335
 QO2335                          SUPERSEDED SURVEY CONTROL
 QO2335
 QO2335.No superseded survey control is available for this station.
 QO2335
 QO2335_MARKER: DV = VERTICAL CONTROL DISK
 QO2335_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 QO2335_SP_SET: BRIDGE RAILING
 QO2335_STAMPING: 2781 AV 1979
 QO2335_MARK LOGO: MNHD
 QO2335_MAGNETIC: N = NO MAGNETIC MATERIAL
 QO2335_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QO2335_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 QO2335+SATELLITE: SATELLITE OBSERVATIONS - August 19, 2013
 QO2335
 QO2335  HISTORY     - Date     Condition        Report By
 QO2335  HISTORY     - 19790401 MONUMENTED       MNHD
 QO2335  HISTORY     - 19800120 GOOD             MNDT
 QO2335  HISTORY     - 19860209 GOOD             MNDT
 QO2335  HISTORY     - 20070712 GOOD             MNDT
 QO2335  HISTORY     - 20130819 GOOD             MNDT
 QO2335
 QO2335                          STATION DESCRIPTION
 QO2335
 QO2335'DESCRIBED BY MN HIGHWAY DEPT 1979
 QO2335'IN MINNEAPOLIS.
 QO2335'THE MARK IS LOCATED IN THE NORTH PART OF THE CITY OF MINNEAPOLIS, IN
 QO2335'THE SW 1/4 OF SECTION 10, T29N, R24W, IN THE TOP OF THE CONCRETE
 QO2335'RAILING IN THE SOUTHEAST CORNER OF THE TRUNK HIGHWAY 278 (LOWRY
 QO2335'AVENUE) BRIDGE (NUMBER 27813) OVER INTERSTATE 94.  THE MARK, A
 QO2335'STANDARD MNDT VERTICAL CONTROL MONUMENT DISK STAMPED---2781 AV
 QO2335'1979---, IS SET FLUSH IN A DRILL HOLE.
 QO2335
 QO2335                          STATION RECOVERY (1980)
 QO2335
 QO2335'RECOVERY NOTE BY MN DEPT OF TRANSP 1980
 QO2335'RECOVERED IN GOOD CONDITION.
 QO2335
 QO2335                          STATION RECOVERY (1986)
 QO2335
 QO2335'RECOVERY NOTE BY MN DEPT OF TRANSP 1986
 QO2335'THE MARK IS LOCATED IN THE NORTH PART OF THE TOWN OF MINNEAPOLIS, IN
 QO2335'THE SW 1/4 OF SECTION 10, T29N, R24W, IN THE SOUTHEAST CORNER OF THE
 QO2335'LOWRY AVENUE AND TRUNK HIGHWAY 278 BRIDGE (NUMBER 27813) OVER TRUNK
 QO2335'HIGHWAY 94 IN NORTH MINNEAPOLIS.  THE MARK, A STANDARD MNDT VERTICAL
 QO2335'CONTROL MONUMENT DISK STAMPED---2781 AV 1979---, IS SET FLUSH IN A
 QO2335'DRILL HOLE IN THE TOP OF THE CONCRETE RAILING IN THE SOUTHEAST CORNER
 QO2335'OF THE BRIDGE.
 QO2335
 QO2335                          STATION RECOVERY (2007)
 QO2335
 QO2335'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (JJB)
 QO2335'THE MARK IS LOCATED ABOUT 9.4 MI (15.1 KM) SOUTHEAST OF OSSEO, 5.4 MI
 QO2335'(8.7 KM) SOUTHWEST OF NEW BRIGHTON AND 2.4 MI (3.9 KM) NORTH-NORTHWEST
 QO2335'OF MINNEAPOLIS.
 QO2335'
 QO2335'TO REACH TO THE MARK IN MINNEAPOLIS, IN RAILING AT SOUTHEAST CORNER OF
 QO2335'LOWRY AVENUE (TRUNK HIGHWAY 278) BRIDGE 27813 OVER INTERSTATE HIGHWAY
 QO2335'94, 1.0 FT (0.3 M) WEST OF EAST END OF RAILING.
 QO2335
 QO2335                          STATION RECOVERY (2013)
 QO2335
 QO2335'RECOVERY NOTE BY MN DEPT OF TRANSP 2013 (MAS)
 QO2335'IN MINNEAPOLIS, AT JUNCTION OF LOWRY AVENUE AND TRUNK HIGHWAY 152, IN
 QO2335'SOUTHEAST CORNER OF LOWRY AVENUE BRIDGE NUMBER 27813 OVER INTERSTATE
 QO2335'HIGHWAY 94, 1.0 FOOT WEST OF EAST END OF BRIDGE RAILING.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 QO2336 ***********************************************************************
 QO2336  DESIGNATION -  2781 AV 1
 QO2336  PID         -  QO2336
 QO2336  STATE/COUNTY-  MN/HENNEPIN
 QO2336  COUNTRY     -  US
 QO2336  USGS QUAD   -  MINNEAPOLIS NORTH (2019)
 QO2336
 QO2336                         *CURRENT SURVEY CONTROL
 QO2336  ______________________________________________________________________
 QO2336* NAD 83(1986) POSITION- 45 00 47.7    (N) 093 16 59.8    (W)   HD_HELD2
 QO2336* NAVD 88 ORTHO HEIGHT -   264.588 (meters)      868.07  (feet) ADJUSTED
 QO2336  ______________________________________________________________________
 QO2336  GEOID HEIGHT    -        -27.147 (meters)                     GEOID18
 QO2336  DYNAMIC HEIGHT  -        264.582 (meters)      868.05  (feet) COMP
 QO2336  MODELED GRAVITY -    980,589.1   (mgal)                       NAVD 88
 QO2336
 QO2336  VERT ORDER      -  SECOND    CLASS II
 QO2336
 QO2336.The horizontal coordinates were established by autonomous hand held GPS
 QO2336.observations and have an estimated accuracy of +/- 10 meters.
 QO2336
 QO2336.The orthometric height was determined by differential leveling and
 QO2336.adjusted by the NATIONAL GEODETIC SURVEY
 QO2336.in June 1995.
 QO2336
 QO2336.Significant digits in the geoid height do not necessarily reflect accuracy.
 QO2336.GEOID18 height accuracy estimate available here.
 QO2336
 QO2336.Click photographs - Photos may exist for this station.
 QO2336
 QO2336.The dynamic height is computed by dividing the NAVD 88
 QO2336.geopotential number by the normal gravity value computed on the
 QO2336.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QO2336.degrees latitude (g = 980.6199 gals.).
 QO2336
 QO2336.The modeled gravity was interpolated from observed gravity values.
 QO2336
 QO2336;                    North         East    Units  Estimated Accuracy
 QO2336;SPC MN S     -   323,947.      856,495.      MT  (+/- 10 meters HH2 GPS)
 QO2336
 QO2336_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK7767884461(NAD 83)
 QO2336
 QO2336                          SUPERSEDED SURVEY CONTROL
 QO2336
 QO2336.No superseded survey control is available for this station.
 QO2336
 QO2336_MARKER: DV = VERTICAL CONTROL DISK
 QO2336_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 QO2336_SP_SET: BRIDGE RAILING
 QO2336_STAMPING: 2781 AV 1 1979
 QO2336_MARK LOGO: MNHD
 QO2336_MAGNETIC: N = NO MAGNETIC MATERIAL
 QO2336_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QO2336_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 QO2336+SATELLITE: SATELLITE OBSERVATIONS - August 19, 2013
 QO2336
 QO2336  HISTORY     - Date     Condition        Report By
 QO2336  HISTORY     - 19790401 MONUMENTED       MNDT
 QO2336  HISTORY     - 19800120 GOOD             MNDT
 QO2336  HISTORY     - 19860209 GOOD             MNDT
 QO2336  HISTORY     - 20070711 GOOD             MNDT
 QO2336  HISTORY     - 20130819 GOOD             MNDT
 QO2336
 QO2336                          STATION DESCRIPTION
 QO2336
 QO2336'DESCRIBED BY MN DEPT OF TRANSP 1979
 QO2336'IN MINNEAPOLIS.
 QO2336'THE MARK IS LOCATED IN THE CITY OF MINNEAPOLIS, IN THE SW 1/4 OF
 QO2336'SECTION 10, T29N, R24W, IN THE TOP OF THE CONCRETE RAILING IN THE
 QO2336'NORTHWEST CORNER OF THE TRUNK HIGHWAY 278 (LOWRY AVENUE) BRIDGE
 QO2336'(NUMBER 27813) OVER INTERSTATE 94.  THE MARK, A STANDARD MNDT
 QO2336'VERTICAL CONTROL MONUMENT DISK STAMPED---2781 AV 1 1979---, IS SET
 QO2336'FLUSH IN A DRILL HOLE.
 QO2336
 QO2336                          STATION RECOVERY (1980)
 QO2336
 QO2336'RECOVERY NOTE BY MN DEPT OF TRANSP 1980
 QO2336'RECOVERED IN GOOD CONDITION.
 QO2336
 QO2336                          STATION RECOVERY (1986)
 QO2336
 QO2336'RECOVERY NOTE BY MN DEPT OF TRANSP 1986
 QO2336'THE MARK IS LOCATED IN THE NORTH PART OF THE TOWN OF MINNEAPOLIS, IN
 QO2336'THE NW 1/4 OF SECTION 10, T29N, R24W, IN THE NORTHWEST CORNER OF THE
 QO2336'LOWRY AVENUE AND TRUNK HIGHWAY 278 BRIDGE (NUMBER 27813) OVER TRUNK
 QO2336'HIGHWAY 94 IN NORTH MINNEAPOLIS.  THE MARK, A STANDARD MNDT VERTICAL
 QO2336'CONTROL MONUMENT DISK STAMPED---2781 AV 1 1979---, IS SET FLUSH IN A
 QO2336'DRILL HOLE IN THE TOP OF THE CONCRETE RAILING IN THE NORTHEAST CORNER
 QO2336'OF THE BRIDGE.
 QO2336
 QO2336                          STATION RECOVERY (2007)
 QO2336
 QO2336'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (BLB)
 QO2336'THE MARK IS LOCATED ABOUT 9.4 MI (15.1 KM) SOUTHEAST OF OSSEO, 5.4 MI
 QO2336'(8.7 KM) SOUTHWEST OF NEW BRIGHTON AND 2.5 MI (4.0 KM) NORTH-NORTHWEST
 QO2336'OF MINNEAPOLIS.
 QO2336'
 QO2336'TO REACH TO THE MARK IN MINNEAPOLIS, IN RAILING AT NORTHWEST CORNER
 QO2336'(IN CONCRETE RAILING) OF LOWRY AVENUE (TRUNK HIGHWAY 278) BRIDGE 27813
 QO2336'OVER INTERSTATE HIGHWAY 94.
 QO2336
 QO2336                          STATION RECOVERY (2013)
 QO2336
 QO2336'RECOVERY NOTE BY MN DEPT OF TRANSP 2013 (MAS)
 QO2336'IN MINNEAPOLIS, IN BRIDGE RAILING AT NORTHWEST CORNER OF LOWRY AVENUE
 QO2336'BRIDGE 27813 OVER INTERSTATE HIGHWAY 94.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 QO2337 ***********************************************************************
 QO2337  DESIGNATION -  2781 AW
 QO2337  PID         -  QO2337
 QO2337  STATE/COUNTY-  MN/HENNEPIN
 QO2337  COUNTRY     -  US
 QO2337  USGS QUAD   -  MINNEAPOLIS NORTH (2019)
 QO2337
 QO2337                         *CURRENT SURVEY CONTROL
 QO2337  ______________________________________________________________________
 QO2337* NAD 83(1986) POSITION- 45 01 26.47   (N) 093 17 02.56   (W)   HD_HELD1
 QO2337* NAVD 88 ORTHO HEIGHT -   260.211 (meters)      853.71  (feet) ADJUSTED
 QO2337  ______________________________________________________________________
 QO2337  GEOID HEIGHT    -        -27.155 (meters)                     GEOID18
 QO2337  DYNAMIC HEIGHT  -        260.207 (meters)      853.70  (feet) COMP
 QO2337  MODELED GRAVITY -    980,591.1   (mgal)                       NAVD 88
 QO2337
 QO2337  VERT ORDER      -  SECOND    CLASS II
 QO2337
 QO2337.The horizontal coordinates were determined by differentially corrected
 QO2337.hand held GPS observations or other comparable positioning techniques
 QO2337.and have an estimated accuracy of +/- 3 meters.
 QO2337
 QO2337.The orthometric height was determined by differential leveling and
 QO2337.adjusted by the NATIONAL GEODETIC SURVEY
 QO2337.in June 1995.
 QO2337
 QO2337.Significant digits in the geoid height do not necessarily reflect accuracy.
 QO2337.GEOID18 height accuracy estimate available here.
 QO2337
 QO2337.Click photographs - Photos may exist for this station.
 QO2337
 QO2337.The dynamic height is computed by dividing the NAVD 88
 QO2337.geopotential number by the normal gravity value computed on the
 QO2337.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QO2337.degrees latitude (g = 980.6199 gals.).
 QO2337
 QO2337.The modeled gravity was interpolated from observed gravity values.
 QO2337
 QO2337;                    North         East    Units  Estimated Accuracy
 QO2337;SPC MN S     -   325,143.1     856,424.5     MT  (+/- 3 meters HH1 GPS) 
 QO2337
 QO2337_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK7762285657(NAD 83)
 QO2337
 QO2337                          SUPERSEDED SURVEY CONTROL
 QO2337
 QO2337.No superseded survey control is available for this station.
 QO2337
 QO2337_MARKER: DV = VERTICAL CONTROL DISK
 QO2337_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 QO2337_SP_SET: BRIDGE RAILING
 QO2337_STAMPING: 2781 AW 1979
 QO2337_MARK LOGO: MNHD
 QO2337_MAGNETIC: N = NO MAGNETIC MATERIAL
 QO2337_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QO2337_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 QO2337+SATELLITE: SATELLITE OBSERVATIONS - August 19, 2013
 QO2337
 QO2337  HISTORY     - Date     Condition        Report By
 QO2337  HISTORY     - 19791001 MONUMENTED       MNHD
 QO2337  HISTORY     - 19800207 GOOD             MNDT
 QO2337  HISTORY     - 19860209 GOOD             MNDT
 QO2337  HISTORY     - 20070712 GOOD             MNDT
 QO2337  HISTORY     - 20101201 GOOD             INDIV
 QO2337  HISTORY     - 20101221 GOOD             AE
 QO2337  HISTORY     - 20130819 GOOD             MNDT
 QO2337
 QO2337                          STATION DESCRIPTION
 QO2337
 QO2337'DESCRIBED BY MN HIGHWAY DEPT 1979
 QO2337'IN MINNEAPOLIS.
 QO2337'THE MARK IS LOCATED IN THE CITY OF MINNEAPOLIS, IN THE SW 1/4 OF
 QO2337'SECTION 3, T29N, R24W, IN THE TOP OF THE CONCRETE RAILING AT THE
 QO2337'NORTHEAST CORNER OF THE DOWLING AVENUE BRIDGE (NUMBER 27812) OVER
 QO2337'INTERSTATE 94.  THE MARK, A STANDARD MNDT VERTICAL CONTROL MONUMENT
 QO2337'DISK STAMPED---2781 AW 1979---, IS SET FLUSH IN A DRILL HOLE.
 QO2337
 QO2337                          STATION RECOVERY (1980)
 QO2337
 QO2337'RECOVERY NOTE BY MN DEPT OF TRANSP 1980
 QO2337'RECOVERED IN GOOD CONDITION.
 QO2337
 QO2337                          STATION RECOVERY (1986)
 QO2337
 QO2337'RECOVERY NOTE BY MN DEPT OF TRANSP 1986
 QO2337'THE MARK IS LOCATED IN THE NORTH PART OF THE TOWN OF MINNEAPOLIS, IN
 QO2337'THE SW 1/4 OF SECTION 3, T29N, R24W, IN THE NORTHEAST CORNER OF THE
 QO2337'DOWLING AVENUE BRIDGE (NUMBER 27812) OVER TRUNK HIGHWAY 94 IN NORTH
 QO2337'MINNEAPOLIS.  THE MARK, A STANDARD MNDT VERTICAL CONTROL MONUMENT
 QO2337'DISK STAMPED---2781 AW 1979---, IS SET FLUSH IN A DRILL HOLE IN THE
 QO2337'TOP OF THE CONCRETE RAILING AT THE NORTHEAST CORNER OF THE BRIDGE.
 QO2337
 QO2337                          STATION RECOVERY (2007)
 QO2337
 QO2337'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (JJB)
 QO2337'THE MARK IS LOCATED ABOUT 8.8 MI (14.2 KM) SOUTHEAST OF OSSEO, 4.9 MI
 QO2337'(7.9 KM) SOUTHWEST OF NEW BRIGHTON AND 3.2 MI (5.1 KM) NORTH-NORTHWEST
 QO2337'OF MINNEAPOLIS.
 QO2337'
 QO2337'TO REACH TO THE MARK IN MINNEAPOLIS, IN RAILING AT NORTHEAST CORNER OF
 QO2337'DOWLING AVENUE BRIDGE 27812 OVER INTERSTATE HIGHWAY 94, 1.0 FT (0.3 M)
 QO2337'WEST OF EAST END OF RAILING.
 QO2337
 QO2337                          STATION RECOVERY (2010)
 QO2337
 QO2337'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2010
 QO2337'RECOVERED IN GOOD CONDITION.
 QO2337
 QO2337                          STATION RECOVERY (2010)
 QO2337
 QO2337'RECOVERY NOTE BY ANDERSON ENGINEERING OF MINNESOTA 2010 (NH)
 QO2337'RECOVERY NOTE BY ANDERSON ENGINEERING OF MINNESOTA
 QO2337'RECOVERY MARK IN GOOD CONDITION, AS DESCRIBED
 QO2337'RELEVELING RESULTS FROM 2010 COMPREHENSIVE EVALUATION OF PROJECT
 QO2337'DATUMS (CEPD) SURVEY
 QO2337'
 QO2337'THE MARK IS THE PRIMARY PROJECT CONTROL POINT (PPCP) FOR THE ST.
 QO2337'ANTHONY FALLS EXTENSION PROJECT.
 QO2337'
 QO2337'THE MARK IS 853.89 FEET ABOVE ZERO GAGE REFERENCE POINT AT UPPER ST.
 QO2337'ANTHONY FALLS LOCK AND DAM.
 QO2337'
 QO2337'THE MARK IS 0.18 FEET BELOW MSL 1912 AT UPPER ST. ANTHONY FALLS LOCK
 QO2337'AND DAM.
 QO2337'
 QO2337'THE MARK IS 34.94 FEET ABOVE CEPD SAF1, A 3.5 INCH BRASS DISK SET IN
 QO2337'CONCRETE LOADING DOCK, 0.3 MILES SOUTHWEST OF MARK.
 QO2337'
 QO2337'THE MARK IS 46.88 FEET ABOVE SP 780, A SCRIBED   X  ON TOP OF FIRST
 QO2337'SNUBBING POST ON LANDWARD WALL, 30 FEET DOWNSTREAM OF GAGE WELL, 3.2
 QO2337'MILES SOUTHEAST OF MARK AT UPPER ST. ANTHONY FALLS LOCK AND DAM.
 QO2337'
 QO2337
 QO2337                          STATION RECOVERY (2013)
 QO2337
 QO2337'RECOVERY NOTE BY MN DEPT OF TRANSP 2013 (MAS)
 QO2337'IN MINNEAPOLIS, AT NORTHEAST CORNER OF DOWLING AVENUE BRIDGE NUMBER
 QO2337'27812 OVER INTERSTATE HIGHWAY 94, 1.0 FOOT WEST OF EAST END OF BRIDGE
 QO2337'RAILING.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 QO2338 ***********************************************************************
 QO2338  DESIGNATION -  2781 AW 1
 QO2338  PID         -  QO2338
 QO2338  STATE/COUNTY-  MN/HENNEPIN
 QO2338  COUNTRY     -  US
 QO2338  USGS QUAD   -  MINNEAPOLIS NORTH (2019)
 QO2338
 QO2338                         *CURRENT SURVEY CONTROL
 QO2338  ______________________________________________________________________
 QO2338* NAD 83(1986) POSITION- 45 01 25.80   (N) 093 17 06.45   (W)   HD_HELD1
 QO2338* NAVD 88 ORTHO HEIGHT -   264.816 (meters)      868.82  (feet) ADJUSTED
 QO2338  ______________________________________________________________________
 QO2338  GEOID HEIGHT    -        -27.153 (meters)                     GEOID18
 QO2338  DYNAMIC HEIGHT  -        264.811 (meters)      868.80  (feet) COMP
 QO2338  MODELED GRAVITY -    980,591.1   (mgal)                       NAVD 88
 QO2338
 QO2338  VERT ORDER      -  SECOND    CLASS II
 QO2338
 QO2338.The horizontal coordinates were determined by differentially corrected
 QO2338.hand held GPS observations or other comparable positioning techniques
 QO2338.and have an estimated accuracy of +/- 3 meters.
 QO2338
 QO2338.The orthometric height was determined by differential leveling and
 QO2338.adjusted by the NATIONAL GEODETIC SURVEY
 QO2338.in June 1995.
 QO2338
 QO2338.Significant digits in the geoid height do not necessarily reflect accuracy.
 QO2338.GEOID18 height accuracy estimate available here.
 QO2338
 QO2338.Click photographs - Photos may exist for this station.
 QO2338
 QO2338.The dynamic height is computed by dividing the NAVD 88
 QO2338.geopotential number by the normal gravity value computed on the
 QO2338.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QO2338.degrees latitude (g = 980.6199 gals.).
 QO2338
 QO2338.The modeled gravity was interpolated from observed gravity values.
 QO2338
 QO2338;                    North         East    Units  Estimated Accuracy
 QO2338;SPC MN S     -   325,121.7     856,339.5     MT  (+/- 3 meters HH1 GPS) 
 QO2338
 QO2338_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK7753785637(NAD 83)
 QO2338
 QO2338                          SUPERSEDED SURVEY CONTROL
 QO2338
 QO2338.No superseded survey control is available for this station.
 QO2338
 QO2338_MARKER: DB = BENCH MARK DISK
 QO2338_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 QO2338_SP_SET: BRIDGE RAILING
 QO2338_STAMPING: 2781 AW 1 1979
 QO2338_MARK LOGO: MNHD
 QO2338_MAGNETIC: N = NO MAGNETIC MATERIAL
 QO2338_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QO2338_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 QO2338+SATELLITE: SATELLITE OBSERVATIONS - August 19, 2013
 QO2338
 QO2338  HISTORY     - Date     Condition        Report By
 QO2338  HISTORY     - 19790601 MONUMENTED       MNHD
 QO2338  HISTORY     - 19860209 GOOD             MNDT
 QO2338  HISTORY     - 20070712 GOOD             MNDT
 QO2338  HISTORY     - 20101201 GOOD             INDIV
 QO2338  HISTORY     - 20130819 GOOD             MNDT
 QO2338
 QO2338                          STATION DESCRIPTION
 QO2338
 QO2338'DESCRIBED BY MN HIGHWAY DEPT 1979
 QO2338'IN MINNEAPOLIS.
 QO2338'THE MARK IS LOCATED IN THE CITY OF MINNEAPOLIS, IN THE SW 1/4 OF
 QO2338'SECTION 3, T29N, R24W, IN THE TOP OF THE CONCRETE RAILING AT THE
 QO2338'NORTHWEST CORNER OF THE DOWLING AVENUE BRIDGE (NUMBER 27812) OVER
 QO2338'INTERSTATE 94.  THE MARK, A STANDARD MNDT VERTICAL CONTROL MONUMENT
 QO2338'DISK STAMPED---2781 AW 1 1979---, IS SET FLUSH IN A DRILL HOLE.
 QO2338
 QO2338                          STATION RECOVERY (1986)
 QO2338
 QO2338'RECOVERY NOTE BY MN DEPT OF TRANSP 1986
 QO2338'THE MARK IS LOCATED IN THE NORTH PART OF THE TOWN OF MINNEAPOLIS, IN
 QO2338'THE SW 1/4 OF SECTION 3, T29N, R24W, IN THE SOUTHEAST CORNER OF THE
 QO2338'DOWLING AVENUE BRIDGE (NUMBER 27812) OVER TRUNK HIGHWAY 94 IN NORTH
 QO2338'MINNEAPOLIS.  THE MARK, A STANDARD MNDT VERTICAL CONTROL MONUMENT
 QO2338'DISK STAMPED---2781 AW 1 1979---, IS SET FLUSH IN A DRILL HOLE IN THE
 QO2338'TOP OF THE CONCRETE RAILING IN THE SOUTHWEST CORNER OF THE BRIDGE.
 QO2338
 QO2338                          STATION RECOVERY (2007)
 QO2338
 QO2338'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (JJB)
 QO2338'THE MARK IS LOCATED ABOUT 8.8 MI (14.2 KM) SOUTHEAST OF OSSEO, 5.0 MI
 QO2338'(8.0 KM) SOUTHWEST OF NEW BRIGHTON AND 3.2 MI (5.1 KM) NORTH-NORTHWEST
 QO2338'OF MINNEAPOLIS.
 QO2338'
 QO2338'TO REACH TO THE MARK IN MINNEAPOLIS, IN RAILING AT SOUTHWEST CORNER OF
 QO2338'DOWLING AVENUE BRIDGE 27812 OVER INTERSTATE HIGHWAY 94.
 QO2338
 QO2338                          STATION RECOVERY (2010)
 QO2338
 QO2338'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2010
 QO2338'RECOVERED IN GOOD CONDITION.
 QO2338
 QO2338                          STATION RECOVERY (2013)
 QO2338
 QO2338'RECOVERY NOTE BY MN DEPT OF TRANSP 2013 (MAS)
 QO2338'IN MINNEAPOLIS, IN BRIDGE RAILING AT SOUTHWEST CORNER OF DOWLING
 QO2338'AVENUE BRIDGE NUMBER 27812 OVER INTERSTATE HIGHWAY 94, NEAR JUNCTION
 QO2338'OF DOWLING AVENUE AND NORTH 4TH STREET.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 QO2432 ***********************************************************************
 QO2432  DESIGNATION -  2781 AY
 QO2432  PID         -  QO2432
 QO2432  STATE/COUNTY-  MN/HENNEPIN
 QO2432  COUNTRY     -  US
 QO2432  USGS QUAD   -  MINNEAPOLIS NORTH (2019)
 QO2432
 QO2432                         *CURRENT SURVEY CONTROL
 QO2432  ______________________________________________________________________
 QO2432* NAD 83(1986) POSITION- 45 03 30.39   (N) 093 17 15.87   (W)   HD_HELD1
 QO2432* NAVD 88 ORTHO HEIGHT -   257.472 (meters)      844.72  (feet) ADJUSTED
 QO2432  ______________________________________________________________________
 QO2432  GEOID HEIGHT    -        -27.199 (meters)                     GEOID18
 QO2432  DYNAMIC HEIGHT  -        257.469 (meters)      844.71  (feet) COMP
 QO2432  MODELED GRAVITY -    980,599.0   (mgal)                       NAVD 88
 QO2432
 QO2432  VERT ORDER      -  SECOND    CLASS I
 QO2432
 QO2432.The horizontal coordinates were determined by differentially corrected
 QO2432.hand held GPS observations or other comparable positioning techniques
 QO2432.and have an estimated accuracy of +/- 3 meters.
 QO2432
 QO2432.The orthometric height was determined by differential leveling and
 QO2432.adjusted by the NATIONAL GEODETIC SURVEY
 QO2432.in September 2013.
 QO2432
 QO2432.No vertical observational check was made to the station.
 QO2432
 QO2432.Significant digits in the geoid height do not necessarily reflect accuracy.
 QO2432.GEOID18 height accuracy estimate available here.
 QO2432
 QO2432.Click photographs - Photos may exist for this station.
 QO2432
 QO2432.The dynamic height is computed by dividing the NAVD 88
 QO2432.geopotential number by the normal gravity value computed on the
 QO2432.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QO2432.degrees latitude (g = 980.6199 gals.).
 QO2432
 QO2432.The modeled gravity was interpolated from observed gravity values.
 QO2432
 QO2432;                    North         East    Units  Estimated Accuracy
 QO2432;SPC MN S     -   328,965.7     856,099.8     MT  (+/- 3 meters HH1 GPS) 
 QO2432
 QO2432_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK7734489482(NAD 83)
 QO2432
 QO2432                          SUPERSEDED SURVEY CONTROL
 QO2432
 QO2432  NAVD 88 (06/23/95)  257.469  (m)          844.71   (f) SUPERSEDED  2 2
 QO2432
 QO2432.Superseded values are not recommended for survey control.
 QO2432
 QO2432.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QO2432.See file dsdata.pdf to determine how the superseded data were derived.
 QO2432
 QO2432_MARKER: DB = BENCH MARK DISK
 QO2432_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 QO2432_SP_SET: BRIDGE WALKWAY
 QO2432_STAMPING: 2781 AY 1985
 QO2432_MARK LOGO: MNHD
 QO2432_MAGNETIC: N = NO MAGNETIC MATERIAL
 QO2432_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QO2432_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 QO2432+SATELLITE: SATELLITE OBSERVATIONS - August 13, 2013
 QO2432
 QO2432  HISTORY     - Date     Condition        Report By
 QO2432  HISTORY     - 19820401 MONUMENTED       MNHD
 QO2432  HISTORY     - 19860209 GOOD             MNDT
 QO2432  HISTORY     - 20070731 GOOD             MNDT
 QO2432  HISTORY     - 20080520 GOOD             MNDT
 QO2432  HISTORY     - 20120327 GOOD             MNDT
 QO2432  HISTORY     - 20130813 GOOD             MNDT
 QO2432
 QO2432                          STATION DESCRIPTION
 QO2432
 QO2432'DESCRIBED BY MN DEPT OF TRANSP 1986
 QO2432'THE MARK IS LOCATED IN THE TOWN OF BROOKLYN CENTER, IN THE NE 1/4 OF
 QO2432'SECTION 1, T118N, R21W, IN THE NORTH SIDEWALK OF THE 57TH AVENUE
 QO2432'NORTH BRIDGE (NUMBER 27806) OVER TRUNK HIGHWAY 94 IN BROOKLYN PARK.
 QO2432'THE MARK, A STANDARD MNDT VERTICAL CONTROL MONUMENT DISK
 QO2432'STAMPED---2781 AY 1982---, IS SET FLUSH IN A DRILL HOLE IN THE NORTH
 QO2432'SIDEWALK OF THE BRIDGE.  THE MARK IS 6.0 FT (1.8 M) EAST OF THE WEST
 QO2432'END OF THE BRIDGE RAILING AND 0.5 FT (0.2 M) SOUTH OF THE FACE OF
 QO2432'THE CRASH RAILING.
 QO2432
 QO2432                          STATION RECOVERY (2007)
 QO2432
 QO2432'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (JJB)
 QO2432'THE MARK IS LOCATED ABOUT 7.0 MI (11.3 KM) SOUTHEAST OF OSSEO, 5.5 MI
 QO2432'(8.8 KM) NORTH-NORTHWEST OF MINNEAPOLIS AND 4.2 MI (6.8 KM) WEST OF
 QO2432'NEW BRIGHTON.
 QO2432'
 QO2432'TO REACH TO THE MARK AT BROOKLYN CENTER, IN NORTH SIDEWALK OF 57TH
 QO2432'AVENUE NORTH BRIDGE 27806 OVER INTERSTATE HIGHWAY 94, 6.0 FT (1.8 M)
 QO2432'EAST OF WEST END OF BRIDGE RAILING, 0.5 FT (0.2 M) SOUTH OF FACE OF
 QO2432'CRASH RAILING.
 QO2432
 QO2432                          STATION RECOVERY (2008)
 QO2432
 QO2432'RECOVERY NOTE BY MN DEPT OF TRANSP 2008 (PJG)
 QO2432'THE MARK IS LOCATED ABOUT 7.0 MI (11.3 KM) SOUTHEAST OF OSSEO, 5.5 MI
 QO2432'(8.8 KM) NORTH-NORTHWEST OF MINNEAPOLIS AND 4.2 MI (6.8 KM) WEST OF
 QO2432'NEW BRIGHTON.
 QO2432'
 QO2432'TO REACH TO THE MARK AT BROOKLYN CENTER, IN NORTH SIDEWALK OF 57TH
 QO2432'AVENUE NORTH BRIDGE 27806 OVER INTERSTATE HIGHWAY 94, GO 6.0 FT (1.8
 QO2432'M) EAST OF WEST END OF BRIDGE RAILING, 0.5 FT (0.2 M) SOUTH OF FACE OF
 QO2432'CRASH RAILING
 QO2432
 QO2432                          STATION RECOVERY (2012)
 QO2432
 QO2432'RECOVERY NOTE BY MN DEPT OF TRANSP 2012 (JBG)
 QO2432'RECOVERED IN GOOD CONDITION.
 QO2432
 QO2432                          STATION RECOVERY (2013)
 QO2432
 QO2432'RECOVERY NOTE BY MN DEPT OF TRANSP 2013 (MAS)
 QO2432'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 QO2434 ***********************************************************************
 QO2434  DESIGNATION -  2781 AZ 1
 QO2434  PID         -  QO2434
 QO2434  STATE/COUNTY-  MN/HENNEPIN
 QO2434  COUNTRY     -  US
 QO2434  USGS QUAD   -  MINNEAPOLIS NORTH (2019)
 QO2434
 QO2434                         *CURRENT SURVEY CONTROL
 QO2434  ______________________________________________________________________
 QO2434* NAD 83(1986) POSITION- 45 03 03.69   (N) 093 17 04.52   (W)   HD_HELD1
 QO2434* NAVD 88 ORTHO HEIGHT -   256.340 (meters)      841.01  (feet) ADJUSTED
 QO2434  ______________________________________________________________________
 QO2434  GEOID HEIGHT    -        -27.188 (meters)                     GEOID18
 QO2434  DYNAMIC HEIGHT  -        256.337 (meters)      841.00  (feet) COMP
 QO2434  MODELED GRAVITY -    980,597.0   (mgal)                       NAVD 88
 QO2434
 QO2434  VERT ORDER      -  SECOND    CLASS II
 QO2434
 QO2434.The horizontal coordinates were determined by differentially corrected
 QO2434.hand held GPS observations or other comparable positioning techniques
 QO2434.and have an estimated accuracy of +/- 3 meters.
 QO2434
 QO2434.The orthometric height was determined by differential leveling and
 QO2434.adjusted by the NATIONAL GEODETIC SURVEY
 QO2434.in June 1995.
 QO2434
 QO2434.Significant digits in the geoid height do not necessarily reflect accuracy.
 QO2434.GEOID18 height accuracy estimate available here.
 QO2434
 QO2434.Click photographs - Photos may exist for this station.
 QO2434
 QO2434.The dynamic height is computed by dividing the NAVD 88
 QO2434.geopotential number by the normal gravity value computed on the
 QO2434.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QO2434.degrees latitude (g = 980.6199 gals.).
 QO2434
 QO2434.The modeled gravity was interpolated from observed gravity values.
 QO2434
 QO2434;                    North         East    Units  Estimated Accuracy
 QO2434;SPC MN S     -   328,143.7     856,355.3     MT  (+/- 3 meters HH1 GPS) 
 QO2434
 QO2434_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK7758988658(NAD 83)
 QO2434
 QO2434                          SUPERSEDED SURVEY CONTROL
 QO2434
 QO2434.No superseded survey control is available for this station.
 QO2434
 QO2434_MARKER: DV = VERTICAL CONTROL DISK
 QO2434_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 QO2434_SP_SET: BRIDGE WALKWAY
 QO2434_STAMPING: 2781 AZ 1 1982
 QO2434_MARK LOGO: MNHD
 QO2434_MAGNETIC: N = NO MAGNETIC MATERIAL
 QO2434_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QO2434_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 QO2434+SATELLITE: SATELLITE OBSERVATIONS - August 19, 2013
 QO2434
 QO2434  HISTORY     - Date     Condition        Report By
 QO2434  HISTORY     - 1982     MONUMENTED       MNDT
 QO2434  HISTORY     - 19860209 GOOD             MNDT
 QO2434  HISTORY     - 20070731 GOOD             MNDT
 QO2434  HISTORY     - 20130819 GOOD             MNDT
 QO2434
 QO2434                          STATION DESCRIPTION
 QO2434
 QO2434'DESCRIBED BY MN DEPT OF TRANSP 1986
 QO2434'THE MARK IS LOCATED IN THE TOWN OF MINNEAPOLIS AT THE NORTH CITY
 QO2434'LIMITS, IN THE NE 1/4 OF SECTION 12, T118N, R21W, IN THE SOUTH
 QO2434'SIDEWALK OF THE 53RD AVENUE BRIDGE (NUMBER 27807) OVER TRUNK HIGHWAY
 QO2434'94 IN MINNEAPOLIS.  THE MARK, A STANDARD MNDT VERTICAL CONTROL
 QO2434'MONUMENT DISK STAMPED---2781 AZ 1 1982---, IS SET FLUSH IN A DRILL
 QO2434'HOLE IN THE SOUTH SIDEWALK (ABUTMENT) OF THE BRIDGE.  THE MARK IS 1.6
 QO2434'FT (0.5 M) WEST OF THE EAST END OF THE BRIDGE RAILING AND 0.5 FT
 QO2434'(0.2 M) NORTH OF THE FACE OF THE BRIDGE RAILING.
 QO2434
 QO2434                          STATION RECOVERY (2007)
 QO2434
 QO2434'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (BLB)
 QO2434'THE MARK IS LOCATED ABOUT 7.5 MI (12.1 KM) SOUTHEAST OF OSSEO, 5.0 MI
 QO2434'(8.0 KM) NORTH-NORTHWEST OF MINNEAPOLIS AND 4.2 MI (6.8 KM)
 QO2434'WEST-SOUTHWEST OF NEW BRIGHTON.
 QO2434'
 QO2434'TO REACH TO THE MARK AT MINNEAPOLIS, IN SOUTH SIDEWALK OF 53RD AVENUE
 QO2434'BRIDGE 27807 OVER INTERSTATE HIGHWAY 94, 1.6 FT (0.5 M) WEST OF EAST
 QO2434'END OF BRIDGE RAILING, 0.5 FT (0.2 M) NORTH OF FACE OF BRIDGE RAILING.
 QO2434
 QO2434                          STATION RECOVERY (2013)
 QO2434
 QO2434'RECOVERY NOTE BY MN DEPT OF TRANSP 2013 (MAS)
 QO2434'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 QO2435 ***********************************************************************
 QO2435  DESIGNATION -  2781 AZ 2
 QO2435  PID         -  QO2435
 QO2435  STATE/COUNTY-  MN/HENNEPIN
 QO2435  COUNTRY     -  US
 QO2435  USGS QUAD   -  MINNEAPOLIS NORTH (2019)
 QO2435
 QO2435                         *CURRENT SURVEY CONTROL
 QO2435  ______________________________________________________________________
 QO2435* NAD 83(1986) POSITION- 45 03 04.40   (N) 093 17 08.45   (W)   HD_HELD1
 QO2435* NAVD 88 ORTHO HEIGHT -   255.927 (meters)      839.65  (feet) ADJUSTED
 QO2435  ______________________________________________________________________
 QO2435  GEOID HEIGHT    -        -27.188 (meters)                     GEOID18
 QO2435  DYNAMIC HEIGHT  -        255.923 (meters)      839.64  (feet) COMP
 QO2435  MODELED GRAVITY -    980,596.9   (mgal)                       NAVD 88
 QO2435
 QO2435  VERT ORDER      -  SECOND    CLASS II
 QO2435
 QO2435.The horizontal coordinates were determined by differentially corrected
 QO2435.hand held GPS observations or other comparable positioning techniques
 QO2435.and have an estimated accuracy of +/- 3 meters.
 QO2435
 QO2435.The orthometric height was determined by differential leveling and
 QO2435.adjusted by the NATIONAL GEODETIC SURVEY
 QO2435.in June 1995.
 QO2435
 QO2435.Significant digits in the geoid height do not necessarily reflect accuracy.
 QO2435.GEOID18 height accuracy estimate available here.
 QO2435
 QO2435.Click photographs - Photos may exist for this station.
 QO2435
 QO2435.The dynamic height is computed by dividing the NAVD 88
 QO2435.geopotential number by the normal gravity value computed on the
 QO2435.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QO2435.degrees latitude (g = 980.6199 gals.).
 QO2435
 QO2435.The modeled gravity was interpolated from observed gravity values.
 QO2435
 QO2435;                    North         East    Units  Estimated Accuracy
 QO2435;SPC MN S     -   328,164.9     856,269.1     MT  (+/- 3 meters HH1 GPS) 
 QO2435
 QO2435_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK7750488680(NAD 83)
 QO2435
 QO2435                          SUPERSEDED SURVEY CONTROL
 QO2435
 QO2435.No superseded survey control is available for this station.
 QO2435
 QO2435_MARKER: DV = VERTICAL CONTROL DISK
 QO2435_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 QO2435_SP_SET: BRIDGE WALKWAY
 QO2435_STAMPING: 2781 AZ 2 1980
 QO2435_MARK LOGO: MNHD
 QO2435_MAGNETIC: N = NO MAGNETIC MATERIAL
 QO2435_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QO2435_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 QO2435+SATELLITE: SATELLITE OBSERVATIONS - August 19, 2013
 QO2435
 QO2435  HISTORY     - Date     Condition        Report By
 QO2435  HISTORY     - 1980     MONUMENTED       MNDT
 QO2435  HISTORY     - 19860209 GOOD             MNDT
 QO2435  HISTORY     - 20070731 GOOD             MNDT
 QO2435  HISTORY     - 20130819 GOOD             MNDT
 QO2435
 QO2435                          STATION DESCRIPTION
 QO2435
 QO2435'DESCRIBED BY MN DEPT OF TRANSP 1986
 QO2435'THE MARK IS LOCATED IN THE TOWN OF BROOKLYN CENTER AT THE SOUTH CITY
 QO2435'LIMITS, IN THE SE 1/4 OF SECTION 1, T118N, R21W, IN THE NORTH
 QO2435'SIDEWALK OF THE 53RD AVENUE BRIDGE (NUMBER 27807) OVER TRUNK HIGHWAY
 QO2435'94 IN BROOKLYN CENTER.  THE MARK, A STANDARD MNDT VERTICAL CONTROL
 QO2435'MONUMENT DISK STAMPED---2781 AZ 2 1980---, IS SET FLUSH IN A DRILL
 QO2435'HOLE IN THE NORTH SIDEWALK (ABUTMENT) OF THE BRIDGE.  THE MARK IS 1.0
 QO2435'FT (0.3 M) EAST OF THE WEST END OF THE NORTH BRIDGE RAILING AND 0.5
 QO2435'FT (0.2 M) SOUTH OF THE FACE OF THE BRIDGE RAILING.
 QO2435
 QO2435                          STATION RECOVERY (2007)
 QO2435
 QO2435'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (BLB)
 QO2435'THE MARK IS LOCATED ABOUT 7.4 MI (11.9 KM) SOUTHEAST OF OSSEO, 5.0 MI
 QO2435'(8.0 KM) NORTH-NORTHWEST OF MINNEAPOLIS AND 4.2 MI (6.8 KM)
 QO2435'WEST-SOUTHWEST OF NEW BRIGHTON.
 QO2435'
 QO2435'TO REACH TO THE MARK AT BROOKLYN CENTER, IN NORTH SIDEWALK OF 53RD
 QO2435'AVENUE BRIDGE 27807 OVER INTERSTATE HIGHWAY 94, 1.0 FT (0.3 M) EAST OF
 QO2435'WEST END OF BRIDGE RAILING, 0.5 FT (0.2 M) SOUTH OF FACE OF BRIDGE
 QO2435'RAILING.
 QO2435
 QO2435                          STATION RECOVERY (2013)
 QO2435
 QO2435'RECOVERY NOTE BY MN DEPT OF TRANSP 2013 (MAS)
 QO2435'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 QO2439 ***********************************************************************
 QO2439  DESIGNATION -  2781 BA
 QO2439  PID         -  QO2439
 QO2439  STATE/COUNTY-  MN/HENNEPIN
 QO2439  COUNTRY     -  US
 QO2439  USGS QUAD   -  MINNEAPOLIS NORTH (2019)
 QO2439
 QO2439                         *CURRENT SURVEY CONTROL
 QO2439  ______________________________________________________________________
 QO2439* NAD 83(1986) POSITION- 45 02 12.0    (N) 093 17 10.7    (W)   HD_HELD2
 QO2439* NAVD 88 ORTHO HEIGHT -   254.965 (meters)      836.50  (feet) ADJUSTED
 QO2439  ______________________________________________________________________
 QO2439  GEOID HEIGHT    -        -27.167 (meters)                     GEOID18
 QO2439  DYNAMIC HEIGHT  -        254.961 (meters)      836.48  (feet) COMP
 QO2439  MODELED GRAVITY -    980,593.9   (mgal)                       NAVD 88
 QO2439
 QO2439  VERT ORDER      -  SECOND    CLASS II
 QO2439
 QO2439.The horizontal coordinates were established by autonomous hand held GPS
 QO2439.observations and have an estimated accuracy of +/- 10 meters.
 QO2439
 QO2439.The orthometric height was determined by differential leveling and
 QO2439.adjusted by the NATIONAL GEODETIC SURVEY
 QO2439.in June 1995.
 QO2439
 QO2439.Significant digits in the geoid height do not necessarily reflect accuracy.
 QO2439.GEOID18 height accuracy estimate available here.
 QO2439
 QO2439.Click photographs - Photos may exist for this station.
 QO2439
 QO2439.The dynamic height is computed by dividing the NAVD 88
 QO2439.geopotential number by the normal gravity value computed on the
 QO2439.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QO2439.degrees latitude (g = 980.6199 gals.).
 QO2439
 QO2439.The modeled gravity was interpolated from observed gravity values.
 QO2439
 QO2439;                    North         East    Units  Estimated Accuracy
 QO2439;SPC MN S     -   326,547.      856,234.      MT  (+/- 10 meters HH2 GPS)
 QO2439
 QO2439_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK7744987063(NAD 83)
 QO2439
 QO2439                          SUPERSEDED SURVEY CONTROL
 QO2439
 QO2439.No superseded survey control is available for this station.
 QO2439
 QO2439_MARKER: DV = VERTICAL CONTROL DISK
 QO2439_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 QO2439_SP_SET: BRIDGE ABUTMENT
 QO2439_STAMPING: 2781 BA 1980
 QO2439_MARK LOGO: MNDT
 QO2439_MAGNETIC: O = OTHER; SEE DESCRIPTION
 QO2439_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QO2439
 QO2439  HISTORY     - Date     Condition        Report By
 QO2439  HISTORY     - 1980     MONUMENTED       MNDT
 QO2439  HISTORY     - 19860209 GOOD             MNDT
 QO2439  HISTORY     - 20070731 GOOD             MNDT
 QO2439
 QO2439                          STATION DESCRIPTION
 QO2439
 QO2439'DESCRIBED BY MN DEPT OF TRANSP 1986
 QO2439'THE MARK IS LOCATED IN THE NORTH PART OF THE TOWN OF MINNEAPOLIS, IN
 QO2439'THE SE 1/4 OF SECTION 12, T118N, R21W, IN THE EAST END OF THE SOUTH
 QO2439'ABUTMENT OF THE RAILROAD SPUR LINE BRIDGE (NUMBER 27809) OVER A BIKE
 QO2439'PATH IN NORTH MINNEAPOLIS.  THE MARK, A STANDARD MNDT VERTICAL
 QO2439'CONTROL MONUMENT DISK STAMPED---2781 BA 1980---, IS SET FLUSH IN A
 QO2439'DRILL HOLE IN THE EAST END OF THE SOUTH ABUTMENT OF THE BRIDGE.  THE
 QO2439'MARK IS 300.0 FT (91.4 M) EAST OF LYNDALE AVENUE NORTH AND 50.0 FT
 QO2439'(15.2 M) WEST OF THE CENTERLINE OF WESTBOUND TRUNK HIGHWAY 94 AT THE
 QO2439'APPROXIMATE AREA OF STATION 226.
 QO2439
 QO2439                          STATION RECOVERY (2007)
 QO2439
 QO2439'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (BLB)
 QO2439'THE MARK IS LOCATED ABOUT 8.1 MI (13.0 KM) SOUTHEAST OF OSSEO, 4.6 MI
 QO2439'(7.4 KM) WEST-SOUTHWEST OF NEW BRIGHTON AND 4.1 MI (6.6 KM)
 QO2439'NORTH-NORTHWEST OF MINNEAPOLIS.
 QO2439'
 QO2439'TO REACH TO THE MARK AT MINNEAPOLIS, IN EAST END OF SOUTH ABUTMENT OF
 QO2439'RAILROAD SPUR LINE BRIDGE 27809 OVER BIKE PATH, 300 FT (91.4 M) EAST
 QO2439'OF LYNDALE AVENUE NORTH, 50 FT (15.2 M) WEST OF INTERSTATE HIGHWAY 94
 QO2439'AT STATION 226+00.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 QO2441 ***********************************************************************
 QO2441  DESIGNATION -  2781 BC
 QO2441  PID         -  QO2441
 QO2441  STATE/COUNTY-  MN/HENNEPIN
 QO2441  COUNTRY     -  US
 QO2441  USGS QUAD   -  MINNEAPOLIS NORTH (2019)
 QO2441
 QO2441                         *CURRENT SURVEY CONTROL
 QO2441  ______________________________________________________________________
 QO2441* NAD 83(1986) POSITION- 45 01 58.71   (N) 093 17 18.40   (W)   HD_HELD1
 QO2441* NAVD 88 ORTHO HEIGHT -   255.030 (meters)      836.71  (feet) ADJUSTED
 QO2441  ______________________________________________________________________
 QO2441  GEOID HEIGHT    -        -27.160 (meters)                     GEOID18
 QO2441  DYNAMIC HEIGHT  -        255.025 (meters)      836.69  (feet) COMP
 QO2441  MODELED GRAVITY -    980,593.3   (mgal)                       NAVD 88
 QO2441
 QO2441  VERT ORDER      -  SECOND    CLASS II
 QO2441
 QO2441.The horizontal coordinates were determined by differentially corrected
 QO2441.hand held GPS observations or other comparable positioning techniques
 QO2441.and have an estimated accuracy of +/- 3 meters.
 QO2441
 QO2441.The orthometric height was determined by differential leveling and
 QO2441.adjusted by the NATIONAL GEODETIC SURVEY
 QO2441.in June 1995.
 QO2441
 QO2441.Significant digits in the geoid height do not necessarily reflect accuracy.
 QO2441.GEOID18 height accuracy estimate available here.
 QO2441
 QO2441.Click photographs - Photos may exist for this station.
 QO2441
 QO2441.The dynamic height is computed by dividing the NAVD 88
 QO2441.geopotential number by the normal gravity value computed on the
 QO2441.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QO2441.degrees latitude (g = 980.6199 gals.).
 QO2441
 QO2441.The modeled gravity was interpolated from observed gravity values.
 QO2441
 QO2441;                    North         East    Units  Estimated Accuracy
 QO2441;SPC MN S     -   326,135.3     856,069.0     MT  (+/- 3 meters HH1 GPS) 
 QO2441
 QO2441_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK7727986653(NAD 83)
 QO2441
 QO2441                          SUPERSEDED SURVEY CONTROL
 QO2441
 QO2441.No superseded survey control is available for this station.
 QO2441
 QO2441_MARKER: DV = VERTICAL CONTROL DISK
 QO2441_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 QO2441_SP_SET: BRIDGE ABUTMENT
 QO2441_STAMPING: 2781 BC 1982
 QO2441_MARK LOGO: MNDT
 QO2441_MAGNETIC: O = OTHER; SEE DESCRIPTION
 QO2441_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QO2441
 QO2441  HISTORY     - Date     Condition        Report By
 QO2441  HISTORY     - 1982     MONUMENTED       MNDT
 QO2441  HISTORY     - 19860209 GOOD             MNDT
 QO2441  HISTORY     - 20070731 GOOD             MNDT
 QO2441
 QO2441                          STATION DESCRIPTION
 QO2441
 QO2441'DESCRIBED BY MN DEPT OF TRANSP 1986
 QO2441'THE MARK IS LOCATED IN THE NORTH PART OF MINNEAPOLIS, IN THE NE 1/4 OF
 QO2441'SECTION 4, T29N, R24W, IN THE SOUTHEAST CORNER OF THE SOO LINE
 QO2441'RAILROAD BRIDGE (NUMBER 27721) OVER WEBBER PARKWAY AT CAMDEN PARK,
 QO2441'NORTH OF THE INTERSECTION OF LYNDALE AVENUE NORTH AND WEBBER PARKWAY
 QO2441'IN NORTH MINNEAPOLIS.  THE MARK, A STANDARD MNDT VERTICAL CONTROL
 QO2441'MONUMENT DISK STAMPED---2781 BC 1982---, IS SET FLUSH IN A DRILL HOLE
 QO2441'IN THE SOUTHEAST CORNER OF THE BRIDGE.
 QO2441
 QO2441                          STATION RECOVERY (2007)
 QO2441
 QO2441'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (JJB)
 QO2441'THE MARK IS LOCATED ABOUT 8.2 MI (13.2 KM) SOUTHEAST OF OSSEO, 4.8 MI
 QO2441'(7.7 KM) WEST-SOUTHWEST OF NEW BRIGHTON AND 3.8 MI (6.1 KM)
 QO2441'NORTH-NORTHWEST OF MINNEAPOLIS.
 QO2441'
 QO2441'TO REACH TO THE MARK AT MINNEAPOLIS, IN SOUTHEAST CORNER OF RAILROAD
 QO2441'BRIDGE 27721 OVER WEBER PARKWAY, NORTH OF WEBER PARKWAY AND LYNDALE
 QO2441'AVENUE.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 QO2442 ***********************************************************************
 QO2442  DESIGNATION -  2781 BD
 QO2442  PID         -  QO2442
 QO2442  STATE/COUNTY-  MN/HENNEPIN
 QO2442  COUNTRY     -  US
 QO2442  USGS QUAD   -  MINNEAPOLIS NORTH (2019)
 QO2442
 QO2442                         *CURRENT SURVEY CONTROL
 QO2442  ______________________________________________________________________
 QO2442* NAD 83(1986) POSITION- 45 01 54.26   (N) 093 17 13.40   (W)   HD_HELD1
 QO2442* NAVD 88 ORTHO HEIGHT -   254.621 (meters)      835.37  (feet) ADJUSTED
 QO2442  ______________________________________________________________________
 QO2442  GEOID HEIGHT    -        -27.160 (meters)                     GEOID18
 QO2442  DYNAMIC HEIGHT  -        254.617 (meters)      835.36  (feet) COMP
 QO2442  MODELED GRAVITY -    980,593.0   (mgal)                       NAVD 88
 QO2442
 QO2442  VERT ORDER      -  SECOND    CLASS II
 QO2442
 QO2442.The horizontal coordinates were determined by differentially corrected
 QO2442.hand held GPS observations or other comparable positioning techniques
 QO2442.and have an estimated accuracy of +/- 3 meters.
 QO2442
 QO2442.The orthometric height was determined by differential leveling and
 QO2442.adjusted by the NATIONAL GEODETIC SURVEY
 QO2442.in June 1995.
 QO2442
 QO2442.Significant digits in the geoid height do not necessarily reflect accuracy.
 QO2442.GEOID18 height accuracy estimate available here.
 QO2442
 QO2442.Click photographs - Photos may exist for this station.
 QO2442
 QO2442.The dynamic height is computed by dividing the NAVD 88
 QO2442.geopotential number by the normal gravity value computed on the
 QO2442.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QO2442.degrees latitude (g = 980.6199 gals.).
 QO2442
 QO2442.The modeled gravity was interpolated from observed gravity values.
 QO2442
 QO2442;                    North         East    Units  Estimated Accuracy
 QO2442;SPC MN S     -   325,998.8     856,179.7     MT  (+/- 3 meters HH1 GPS) 
 QO2442
 QO2442_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK7738886516(NAD 83)
 QO2442
 QO2442                          SUPERSEDED SURVEY CONTROL
 QO2442
 QO2442.No superseded survey control is available for this station.
 QO2442
 QO2442_MARKER: DV = VERTICAL CONTROL DISK
 QO2442_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 QO2442_SP_SET: BRIDGE ABUTMENT
 QO2442_STAMPING: 2781 BD 1982
 QO2442_MARK LOGO: MNDT
 QO2442_MAGNETIC: O = OTHER; SEE DESCRIPTION
 QO2442_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QO2442
 QO2442  HISTORY     - Date     Condition        Report By
 QO2442  HISTORY     - 1982     MONUMENTED       MNDT
 QO2442  HISTORY     - 19860209 GOOD             MNDT
 QO2442  HISTORY     - 20070731 GOOD             MNDT
 QO2442
 QO2442                          STATION DESCRIPTION
 QO2442
 QO2442'DESCRIBED BY MN DEPT OF TRANSP 1986
 QO2442'THE MARK IS LOCATED IN THE NORTH PART OF THE TOWN OF MINNEAPOLIS, IN
 QO2442'THE NW 1/4 OF SECTION 3, T29N, R24W, IN THE ABUTMENT AT THE SOUTHEAST
 QO2442'CORNER OF THE SOO LINE RAILROAD BRIDGE (NUMBER 27821) OVER TRUNK
 QO2442'HIGHWAY 94 NEAR THE INTERSECTION OF LYNDALE AVENUE NORTH AND WEBBER
 QO2442'PARKWAY IN NORTH MINNEAPOLIS.  THE MARK, A STANDARD MNDT VERTICAL
 QO2442'CONTROL MONUMENT DISK STAMPED---2781 BD 1982---, IS SET FLUSH IN A
 QO2442'DRILL HOLE IN THE TOP OF THE ABUTMENT AT THE SOUTHEAST CORNER OF THE
 QO2442'BRIDGE.
 QO2442
 QO2442                          STATION RECOVERY (2007)
 QO2442
 QO2442'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (JJB)
 QO2442'THE MARK IS LOCATED ABOUT 8.3 MI (13.4 KM) SOUTHEAST OF OSSEO, 4.8 MI
 QO2442'(7.7 KM) WEST-SOUTHWEST OF NEW BRIGHTON AND 3.7 MI (6.0 KM)
 QO2442'NORTH-NORTHWEST OF MINNEAPOLIS.
 QO2442'
 QO2442'TO REACH TO THE MARK AT MINNEAPOLIS, IN ABUTMENT AT SOUTHEAST CORNER
 QO2442'OF RAILROAD BRIDGE 27821 OVER INTERSTATE HIGHWAY 94, NEAR JUNCTION OF
 QO2442'LYNDALE AVENUE AND WEBER PARKWAY.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 QO2443 ***********************************************************************
 QO2443  DESIGNATION -  2781 BE
 QO2443  PID         -  QO2443
 QO2443  STATE/COUNTY-  MN/HENNEPIN
 QO2443  COUNTRY     -  US
 QO2443  USGS QUAD   -  MINNEAPOLIS NORTH (2019)
 QO2443
 QO2443                         *CURRENT SURVEY CONTROL
 QO2443  ______________________________________________________________________
 QO2443* NAD 83(1986) POSITION- 45 01 53.77   (N) 093 17 16.05   (W)   HD_HELD1
 QO2443* NAVD 88 ORTHO HEIGHT -   258.696 (meters)      848.74  (feet) ADJUSTED
 QO2443  ______________________________________________________________________
 QO2443  GEOID HEIGHT    -        -27.159 (meters)                     GEOID18
 QO2443  DYNAMIC HEIGHT  -        258.692 (meters)      848.73  (feet) COMP
 QO2443  MODELED GRAVITY -    980,593.1   (mgal)                       NAVD 88
 QO2443
 QO2443  VERT ORDER      -  SECOND    CLASS II
 QO2443
 QO2443.The horizontal coordinates were determined by differentially corrected
 QO2443.hand held GPS observations or other comparable positioning techniques
 QO2443.and have an estimated accuracy of +/- 3 meters.
 QO2443
 QO2443.The orthometric height was determined by differential leveling and
 QO2443.adjusted by the NATIONAL GEODETIC SURVEY
 QO2443.in June 1995.
 QO2443
 QO2443.Significant digits in the geoid height do not necessarily reflect accuracy.
 QO2443.GEOID18 height accuracy estimate available here.
 QO2443
 QO2443.Click photographs - Photos may exist for this station.
 QO2443
 QO2443.The dynamic height is computed by dividing the NAVD 88
 QO2443.geopotential number by the normal gravity value computed on the
 QO2443.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QO2443.degrees latitude (g = 980.6199 gals.).
 QO2443
 QO2443.The modeled gravity was interpolated from observed gravity values.
 QO2443
 QO2443;                    North         East    Units  Estimated Accuracy
 QO2443;SPC MN S     -   325,983.2     856,121.8     MT  (+/- 3 meters HH1 GPS) 
 QO2443
 QO2443_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK7733086501(NAD 83)
 QO2443
 QO2443                          SUPERSEDED SURVEY CONTROL
 QO2443
 QO2443.No superseded survey control is available for this station.
 QO2443
 QO2443_MARKER: DV = VERTICAL CONTROL DISK
 QO2443_SETTING: 37 = SET IN A MASSIVE RETAINING WALL
 QO2443_SP_SET: RETAINING WALL
 QO2443_STAMPING: 2781 BE 1985
 QO2443_MARK LOGO: MNHD
 QO2443_MAGNETIC: N = NO MAGNETIC MATERIAL
 QO2443_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QO2443_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 QO2443+SATELLITE: SATELLITE OBSERVATIONS - August 19, 2013
 QO2443
 QO2443  HISTORY     - Date     Condition        Report By
 QO2443  HISTORY     - 19820401 MONUMENTED       MNHD
 QO2443  HISTORY     - 19860209 GOOD             MNDT
 QO2443  HISTORY     - 20070731 GOOD             MNDT
 QO2443  HISTORY     - 20130819 GOOD             MNDT
 QO2443
 QO2443                          STATION DESCRIPTION
 QO2443
 QO2443'DESCRIBED BY MN DEPT OF TRANSP 1986
 QO2443'THE MARK IS LOCATED IN THE NORTH PART OF THE TOWN OF MINNEAPOLIS, IN
 QO2443'THE NW 1/4 OF SECTION 3, T29N, R24W, NEAR THE NORTHEAST CORNER OF THE
 QO2443'42ND AVENUE BRIDGE (NUMBER 27549) OVER TRUNK HIGHWAY 94 NEAR THE
 QO2443'INTERSECTION OF LYNDALE AVENUE NORTH AND 42ND AVENUE IN NORTH
 QO2443'MINNEAPOLIS.  THE MARK, A STANDARD MNDT VERTICAL CONTROL MONUMENT
 QO2443'DISK STAMPED---2781 BE 1982---, IS SET FLUSH IN A DRILL HOLE IN THE
 QO2443'SOUTH END OF A CONCRETE RETAINING WALL AT THE NORTHEAST CORNER OF THE
 QO2443'BRIDGE.
 QO2443
 QO2443                          STATION RECOVERY (2007)
 QO2443
 QO2443'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (JJB)
 QO2443'THE MARK IS LOCATED ABOUT 8.3 MI (13.4 KM) SOUTHEAST OF OSSEO, 4.8 MI
 QO2443'(7.7 KM) WEST-SOUTHWEST OF NEW BRIGHTON AND 3.8 MI (6.1 KM)
 QO2443'NORTH-NORTHWEST OF MINNEAPOLIS.
 QO2443'
 QO2443'TO REACH TO THE MARK AT MINNEAPOLIS, IN THE TOP OF SOUTH END OF
 QO2443'CONCRETE RETAINING WALL AT NORTHWEST CORNER OF 42ND AVENUE BRIDGE
 QO2443'27549 OVER INTERSTATE HIGHWAY 94.
 QO2443
 QO2443                          STATION RECOVERY (2013)
 QO2443
 QO2443'RECOVERY NOTE BY MN DEPT OF TRANSP 2013 (MAS)
 QO2443'IN MINNEAPOLIS, IN TOP OF CONCRETE RETAINING WALL AT NORTHWEST CORNER
 QO2443'OF 42ND AVENUE BRIDGE NUMBER 27549 OVER INTERSTATE HIGHWAY 94, AT
 QO2443'JUNCTION OF 42ND AVENUE NORTH AND LYNDALE AVENUE NORTH.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 QO2447 ***********************************************************************
 QO2447  DESIGNATION -  2781 BF 2
 QO2447  PID         -  QO2447
 QO2447  STATE/COUNTY-  MN/HENNEPIN
 QO2447  COUNTRY     -  US
 QO2447  USGS QUAD   -  MINNEAPOLIS NORTH (2019)
 QO2447
 QO2447                         *CURRENT SURVEY CONTROL
 QO2447  ______________________________________________________________________
 QO2447* NAD 83(1986) POSITION- 45 01 46.14   (N) 093 17 14.49   (W)   HD_HELD1
 QO2447* NAVD 88 ORTHO HEIGHT -   261.273 (meters)      857.19  (feet) ADJUSTED
 QO2447  ______________________________________________________________________
 QO2447  GEOID HEIGHT    -        -27.157 (meters)                     GEOID18
 QO2447  DYNAMIC HEIGHT  -        261.269 (meters)      857.18  (feet) COMP
 QO2447  MODELED GRAVITY -    980,592.6   (mgal)                       NAVD 88
 QO2447
 QO2447  VERT ORDER      -  SECOND    CLASS II
 QO2447
 QO2447.The horizontal coordinates were determined by differentially corrected
 QO2447.hand held GPS observations or other comparable positioning techniques
 QO2447.and have an estimated accuracy of +/- 3 meters.
 QO2447
 QO2447.The orthometric height was determined by differential leveling and
 QO2447.adjusted by the NATIONAL GEODETIC SURVEY
 QO2447.in June 1995.
 QO2447
 QO2447.Significant digits in the geoid height do not necessarily reflect accuracy.
 QO2447.GEOID18 height accuracy estimate available here.
 QO2447
 QO2447.Click photographs - Photos may exist for this station.
 QO2447
 QO2447.The dynamic height is computed by dividing the NAVD 88
 QO2447.geopotential number by the normal gravity value computed on the
 QO2447.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QO2447.degrees latitude (g = 980.6199 gals.).
 QO2447
 QO2447.The modeled gravity was interpolated from observed gravity values.
 QO2447
 QO2447;                    North         East    Units  Estimated Accuracy
 QO2447;SPC MN S     -   325,748.0     856,158.0     MT  (+/- 3 meters HH1 GPS) 
 QO2447
 QO2447_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK7736386265(NAD 83)
 QO2447
 QO2447                          SUPERSEDED SURVEY CONTROL
 QO2447
 QO2447.No superseded survey control is available for this station.
 QO2447
 QO2447_MARKER: DV = VERTICAL CONTROL DISK
 QO2447_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 QO2447_SP_SET: BRIDGE WALKWAY
 QO2447_STAMPING: 2781 BF 2 1982
 QO2447_MARK LOGO: MNDT
 QO2447_MAGNETIC: N = NO MAGNETIC MATERIAL
 QO2447_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QO2447_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 QO2447+SATELLITE: SATELLITE OBSERVATIONS - August 19, 2013
 QO2447
 QO2447  HISTORY     - Date     Condition        Report By
 QO2447  HISTORY     - 1982     MONUMENTED       MNDT
 QO2447  HISTORY     - 19860209 GOOD             MNDT
 QO2447  HISTORY     - 20070731 GOOD             MNDT
 QO2447  HISTORY     - 20101201 GOOD             INDIV
 QO2447  HISTORY     - 20130819 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.
 QO2447
 QO2447                          STATION RECOVERY (2007)
 QO2447
 QO2447'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (JJB)
 QO2447'THE MARK IS LOCATED ABOUT 8.4 MI (13.5 KM) SOUTHEAST OF OSSEO, 4.9 MI
 QO2447'(7.9 KM) WEST-SOUTHWEST OF NEW BRIGHTON AND 3.6 MI (5.8 KM)
 QO2447'NORTH-NORTHWEST OF MINNEAPOLIS.
 QO2447'
 QO2447'TO REACH TO THE MARK AT MINNEAPOLIS, IN NORTH SIDEWALK AT NORTHWEST
 QO2447'CORNER OF 41ST AVENUE BRIDGE 27819 OVER INTERSTATE HIGHWAY 94, 1.0 FT
 QO2447'(0.3 M) SOUTH OF FACE OF BRIDGE RAILING, 0.4 FT (0.1 M) WEST OF
 QO2447'EXPANSION PLATE.
 QO2447
 QO2447                          STATION RECOVERY (2010)
 QO2447
 QO2447'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2010
 QO2447'RECOVERED IN GOOD CONDITION.
 QO2447
 QO2447                          STATION RECOVERY (2013)
 QO2447
 QO2447'RECOVERY NOTE BY MN DEPT OF TRANSP 2013 (MAS)
 QO2447'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DP1878 ***********************************************************************
 DP1878  DESIGNATION -  2781 BK
 DP1878  PID         -  DP1878
 DP1878  STATE/COUNTY-  MN/HENNEPIN
 DP1878  COUNTRY     -  US
 DP1878  USGS QUAD   -  SAINT PAUL WEST (2019)
 DP1878
 DP1878                         *CURRENT SURVEY CONTROL
 DP1878  ______________________________________________________________________
 DP1878* NAD 83(2011) POSITION- 44 58 02.39220(N) 093 13 23.59873(W)   ADJUSTED
 DP1878* NAD 83(2011) ELLIP HT-   218.759 (meters)        (02/18/14)   ADJUSTED
 DP1878* NAD 83(2011) EPOCH   -  2010.00
 DP1878* NAVD 88 ORTHO HEIGHT -   245.966 (meters)      806.97  (feet) ADJUSTED
 DP1878  ______________________________________________________________________
 DP1878  GEOID HEIGHT    -        -27.204 (meters)                     GEOID18
 DP1878  NAD 83(2011) X  -   -254,159.821 (meters)                     COMP
 DP1878  NAD 83(2011) Y  - -4,513,161.225 (meters)                     COMP
 DP1878  NAD 83(2011) Z  -  4,484,935.099 (meters)                     COMP
 DP1878  LAPLACE CORR    -         -3.05  (seconds)                    DEFLEC18
 DP1878  DYNAMIC HEIGHT  -        245.959 (meters)      806.95  (feet) COMP
 DP1878  MODELED GRAVITY -    980,582.0   (mgal)                       NAVD 88
 DP1878
 DP1878  VERT ORDER      -  SECOND    CLASS I
 DP1878
 DP1878  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DP1878  Standards:
 DP1878         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DP1878            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DP1878  -------------------------------------------------------------------
 DP1878  NETWORK    0.59   1.16           0.27   0.20   0.59      0.06295799
 DP1878  -------------------------------------------------------------------
 DP1878  Click here for local accuracies and other accuracy information.
 DP1878
 DP1878.The horizontal coordinates were established by GPS observations
 DP1878.and adjusted by the MN DEPT OF TRANSP in February 2014.
 DP1878
 DP1878.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DP1878.been affixed to the stable North American tectonic plate. See 
 DP1878.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DP1878
 DP1878.The horizontal coordinates are valid at the epoch date displayed above
 DP1878.which is a decimal equivalence of Year/Month/Day.
 DP1878
 DP1878.The orthometric height was determined by differential leveling and
 DP1878.adjusted by the NATIONAL GEODETIC SURVEY
 DP1878.in September 2016.
 DP1878
 DP1878.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP1878.GEOID18 height accuracy estimate available here.
 DP1878
 DP1878.Click photographs - Photos may exist for this station.
 DP1878
 DP1878.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DP1878
 DP1878.The Laplace correction was computed from DEFLEC18 derived deflections.
 DP1878
 DP1878.The ellipsoidal height was determined by GPS observations
 DP1878.and is referenced to NAD 83.
 DP1878
 DP1878.The dynamic height is computed by dividing the NAVD 88
 DP1878.geopotential number by the normal gravity value computed on the
 DP1878.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP1878.degrees latitude (g = 980.6199 gals.).
 DP1878
 DP1878.The modeled gravity was interpolated from observed gravity values.
 DP1878
 DP1878. The following values were computed from the NAD 83(2011) position.
 DP1878
 DP1878;                    North         East     Units Scale Factor Converg.
 DP1878;SPC MN S     -   318,887.548   861,277.615   MT  0.99995507   +0 32 40.1
 DP1878;SPC MN S     - 1,046,216.90  2,825,708.31   sFT  0.99995507   +0 32 40.1
 DP1878;UTM  15      - 4,979,345.551   482,396.707   MT  0.99960381   -0 09 27.9
 DP1878
 DP1878!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DP1878!SPC MN S     -   0.99996570  x   0.99995507  =   0.99992077
 DP1878!UTM  15      -   0.99996570  x   0.99960381  =   0.99956953
 DP1878
 DP1878:                Primary Azimuth Mark                     Grid Az
 DP1878:SPC MN S     -  2781 BL                                  255 10 53.6
 DP1878:UTM  15      -  2781 BL                                  255 53 01.6
 DP1878
 DP1878_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK8239679345(NAD 83)
 DP1878
 DP1878|---------------------------------------------------------------------|
 DP1878| PID    Reference Object                     Distance      Geod. Az  |
 DP1878|                                                           dddmmss.s |
 DP1878| DP1879 2781 BL                             APPROX. 1.3 KM 2554333.7 |
 DP1878|---------------------------------------------------------------------|
 DP1878
 DP1878                          SUPERSEDED SURVEY CONTROL
 DP1878
 DP1878  NAVD 88             245.97   (m)          807.0    (f) LEVELING    3  
 DP1878
 DP1878.Superseded values are not recommended for survey control.
 DP1878
 DP1878.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DP1878.See file dsdata.pdf to determine how the superseded data were derived.
 DP1878
 DP1878_MARKER: F = FLANGE-ENCASED ROD
 DP1878_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DP1878_STAMPING: 2781 BK 2013
 DP1878_MARK LOGO: MNDT
 DP1878_PROJECTION: RECESSED 5 CENTIMETERS
 DP1878_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DP1878_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DP1878_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP1878+SATELLITE: SATELLITE OBSERVATIONS - March 15, 2018
 DP1878_ROD/PIPE-DEPTH: 3.0 meters
 DP1878
 DP1878  HISTORY     - Date     Condition        Report By
 DP1878  HISTORY     - 20130903 MONUMENTED       MNDT
 DP1878  HISTORY     - 20180315 GOOD             MNDT
 DP1878
 DP1878                          STATION DESCRIPTION
 DP1878
 DP1878'DESCRIBED BY MN DEPT OF TRANSP 2013
 DP1878'IN MINNEAPOLIS, 1.25 MILES WEST ALONG INTERSTATE HIGHWAY 94 FROM
 DP1878'JUNCTION OF INTERSTATE HIGHWAY 94 AND TRUNK HIGHWAY 280 IN ST. PAUL,
 DP1878'AT INTERSTATE HIGHWAY 94 MILEPOINT 235.35, 30.4 FEET NORTH OF
 DP1878'WESTBOUND INTERSTATE HIGHWAY 94 FOG LINE, 0.5 MILE EAST OF EAST RIVER
 DP1878'ROAD, 1.5 FEET SOUTH OF WITNESS POST.
 DP1878
 DP1878                          STATION RECOVERY (2018)
 DP1878
 DP1878'RECOVERY NOTE BY MN DEPT OF TRANSP 2018 (MDE)
 DP1878'THE STATION IS LOCATED ABOUT 6.9 MI (11.1 KM) SOUTH OF NEW BRIGHTON,
 DP1878'6.6 MI (10.6 KM) WEST-NORTHWEST OF SAINT PAUL AND 2.2 MI (3.5 KM)
 DP1878'EAST-SOUTHEAST OF MINNEAPOLIS.
 DP1878'
 DP1878'TO REACH THE MARK GO 1.25 MI (2.01 KM) WEST ALONG INTERSTATE HIGHWAY
 DP1878'94 FROM THE JUNCTION OF INTERSTATE HIGHWAY 94 AND TRUNK HIGHWAY 280 IN
 DP1878'ST. PAUL, AT INTERSTATE HIGHWAY 94 MILE POINT 235.35.
 DP1878'
 DP1878'THE MARK IS LOCATED 30.4 FT (9.3 M) NORTH OF THE WESTBOUND INTERSTATE
 DP1878'HIGHWAY 94 FOG LINE, 0.5 MI (0.8 KM) EAST OF EAST RIVER ROAD, 1.5 FT
 DP1878'(0.5 M) SOUTH OF A WITNESS POST.
 DP1878'
 DP1878'NOTE-THE STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM ROD
 DP1878'DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION REMOVABLE DISK
 DP1878'SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH PVC
 DP1878'PIPE BACK FILLED WITH WASHED SAND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DP1879 ***********************************************************************
 DP1879  DESIGNATION -  2781 BL
 DP1879  PID         -  DP1879
 DP1879  STATE/COUNTY-  MN/HENNEPIN
 DP1879  COUNTRY     -  US
 DP1879  USGS QUAD   -  SAINT PAUL WEST (2019)
 DP1879
 DP1879                         *CURRENT SURVEY CONTROL
 DP1879  ______________________________________________________________________
 DP1879* NAD 83(2011) POSITION- 44 57 52.25295(N) 093 14 19.71460(W)   ADJUSTED
 DP1879* NAD 83(2011) ELLIP HT-   226.432 (meters)        (02/18/14)   ADJUSTED
 DP1879* NAD 83(2011) EPOCH   -  2010.00
 DP1879* NAVD 88 ORTHO HEIGHT -   253.620 (meters)      832.08  (feet) ADJUSTED
 DP1879  ______________________________________________________________________
 DP1879  GEOID HEIGHT    -        -27.184 (meters)                     GEOID18
 DP1879  NAD 83(2011) X  -   -255,400.454 (meters)                     COMP
 DP1879  NAD 83(2011) Y  - -4,513,318.176 (meters)                     COMP
 DP1879  NAD 83(2011) Z  -  4,484,719.060 (meters)                     COMP
 DP1879  LAPLACE CORR    -         -3.52  (seconds)                    DEFLEC18
 DP1879  DYNAMIC HEIGHT  -        253.613 (meters)      832.06  (feet) COMP
 DP1879  MODELED GRAVITY -    980,582.5   (mgal)                       NAVD 88
 DP1879
 DP1879  VERT ORDER      -  SECOND    CLASS I
 DP1879
 DP1879  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DP1879  Standards:
 DP1879         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DP1879            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DP1879  -------------------------------------------------------------------
 DP1879  NETWORK    0.93   1.33           0.43   0.30   0.68      0.14022718
 DP1879  -------------------------------------------------------------------
 DP1879  Click here for local accuracies and other accuracy information.
 DP1879
 DP1879.The horizontal coordinates were established by GPS observations
 DP1879.and adjusted by the MN DEPT OF TRANSP in February 2014.
 DP1879
 DP1879.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DP1879.been affixed to the stable North American tectonic plate. See 
 DP1879.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DP1879
 DP1879.The horizontal coordinates are valid at the epoch date displayed above
 DP1879.which is a decimal equivalence of Year/Month/Day.
 DP1879
 DP1879.The orthometric height was determined by differential leveling and
 DP1879.adjusted by the NATIONAL GEODETIC SURVEY
 DP1879.in September 2016.
 DP1879
 DP1879.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP1879.GEOID18 height accuracy estimate available here.
 DP1879
 DP1879.Click photographs - Photos may exist for this station.
 DP1879
 DP1879.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DP1879
 DP1879.The Laplace correction was computed from DEFLEC18 derived deflections.
 DP1879
 DP1879.The ellipsoidal height was determined by GPS observations
 DP1879.and is referenced to NAD 83.
 DP1879
 DP1879.The dynamic height is computed by dividing the NAVD 88
 DP1879.geopotential number by the normal gravity value computed on the
 DP1879.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP1879.degrees latitude (g = 980.6199 gals.).
 DP1879
 DP1879.The modeled gravity was interpolated from observed gravity values.
 DP1879
 DP1879. The following values were computed from the NAD 83(2011) position.
 DP1879
 DP1879;                    North         East     Units Scale Factor Converg.
 DP1879;SPC MN S     -   318,563.012   860,050.897   MT  0.99995467   +0 32 00.7
 DP1879;SPC MN S     - 1,045,152.15  2,821,683.65   sFT  0.99995467   +0 32 00.7
 DP1879;UTM  15      - 4,979,036.182   481,166.535   MT  0.99960436   -0 10 07.5
 DP1879
 DP1879!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DP1879!SPC MN S     -   0.99996450  x   0.99995467  =   0.99991917
 DP1879!UTM  15      -   0.99996450  x   0.99960436  =   0.99956887
 DP1879
 DP1879:                Primary Azimuth Mark                     Grid Az
 DP1879:SPC MN S     -  2781 BK                                  075 10 53.3
 DP1879:UTM  15      -  2781 BK                                  075 53 01.5
 DP1879
 DP1879_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK8116679036(NAD 83)
 DP1879
 DP1879|---------------------------------------------------------------------|
 DP1879| PID    Reference Object                     Distance      Geod. Az  |
 DP1879|                                                           dddmmss.s |
 DP1879| DP1878 2781 BK                             APPROX. 1.3 KM 0754254.0 |
 DP1879|---------------------------------------------------------------------|
 DP1879
 DP1879                          SUPERSEDED SURVEY CONTROL
 DP1879
 DP1879  NAVD 88             253.62   (m)          832.1    (f) LEVELING    3  
 DP1879
 DP1879.Superseded values are not recommended for survey control.
 DP1879
 DP1879.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DP1879.See file dsdata.pdf to determine how the superseded data were derived.
 DP1879
 DP1879_MARKER: F = FLANGE-ENCASED ROD
 DP1879_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DP1879_STAMPING: 2781 BL 2013
 DP1879_MARK LOGO: MNDT
 DP1879_PROJECTION: RECESSED 5 CENTIMETERS
 DP1879_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DP1879_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DP1879_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP1879+SATELLITE: SATELLITE OBSERVATIONS - October 18, 2017
 DP1879_ROD/PIPE-DEPTH: 7.0 meters
 DP1879
 DP1879  HISTORY     - Date     Condition        Report By
 DP1879  HISTORY     - 20130903 MONUMENTED       MNDT
 DP1879  HISTORY     - 20171018 GOOD             MNDT
 DP1879
 DP1879                          STATION DESCRIPTION
 DP1879
 DP1879'DESCRIBED BY MN DEPT OF TRANSP 2013
 DP1879'IN MINNEAPOLIS, 0.15 MILE WEST ALONG INTERSTATE 94 FROM JUNCTION OF
 DP1879'INTERSTATE HIGHWAY 94 AND 25TH AVENUE SOUTH IN MINNEAPOLIS, AT
 DP1879'INTERSTATE HIGHWAY 94 MILEPOINT 234.5, 19.6 FEET NORTH OF WESTBOUND
 DP1879'INTERSTATE HIGHWAY 94 FOG LINE, 14.6 FEET SOUTH OF ENTRANCE RAMP FROM
 DP1879'25TH AVENUE SOUTH TO WESTBOUND INTERSTATE HIGHWAY 94, 1.5 FEET WEST OF
 DP1879'WITNESS POST.
 DP1879
 DP1879                          STATION RECOVERY (2017)
 DP1879
 DP1879'RECOVERY NOTE BY MN DEPT OF TRANSP 2017 (MPP)
 DP1879'RECOVERED AS DESCRIBED.
 DP1879'
 DP1879'NOTE-THE STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM ROD
 DP1879'DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION REMOVABLE DISK
 DP1879'SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH PVC
 DP1879'PIPE BACK FILLED WITH WASHED SAND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DP1880 ***********************************************************************
 DP1880  DESIGNATION -  2781 BM
 DP1880  PID         -  DP1880
 DP1880  STATE/COUNTY-  MN/HENNEPIN
 DP1880  COUNTRY     -  US
 DP1880  USGS QUAD   -  MINNEAPOLIS SOUTH (2019)
 DP1880
 DP1880                         *CURRENT SURVEY CONTROL
 DP1880  ______________________________________________________________________
 DP1880* NAD 83(2011) POSITION- 44 57 58.87246(N) 093 15 24.34926(W)   ADJUSTED
 DP1880* NAD 83(2011) ELLIP HT-   227.161 (meters)        (02/18/14)   ADJUSTED
 DP1880* NAD 83(2011) EPOCH   -  2010.00
 DP1880* NAVD 88 ORTHO HEIGHT -   254.331 (meters)      834.42  (feet) ADJUSTED
 DP1880  ______________________________________________________________________
 DP1880  GEOID HEIGHT    -        -27.160 (meters)                     GEOID18
 DP1880  NAD 83(2011) X  -   -256,806.550 (meters)                     COMP
 DP1880  NAD 83(2011) Y  - -4,513,094.261 (meters)                     COMP
 DP1880  NAD 83(2011) Z  -  4,484,864.160 (meters)                     COMP
 DP1880  LAPLACE CORR    -         -3.68  (seconds)                    DEFLEC18
 DP1880  DYNAMIC HEIGHT  -        254.324 (meters)      834.39  (feet) COMP
 DP1880  MODELED GRAVITY -    980,583.4   (mgal)                       NAVD 88
 DP1880
 DP1880  VERT ORDER      -  SECOND    CLASS I
 DP1880
 DP1880  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DP1880  Standards:
 DP1880         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DP1880            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DP1880  -------------------------------------------------------------------
 DP1880  NETWORK    0.47   1.06           0.21   0.17   0.54      0.03853911
 DP1880  -------------------------------------------------------------------
 DP1880  Click here for local accuracies and other accuracy information.
 DP1880
 DP1880.The horizontal coordinates were established by GPS observations
 DP1880.and adjusted by the MN DEPT OF TRANSP in February 2014.
 DP1880
 DP1880.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DP1880.been affixed to the stable North American tectonic plate. See 
 DP1880.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DP1880
 DP1880.The horizontal coordinates are valid at the epoch date displayed above
 DP1880.which is a decimal equivalence of Year/Month/Day.
 DP1880
 DP1880.The orthometric height was determined by differential leveling and
 DP1880.adjusted by the NATIONAL GEODETIC SURVEY
 DP1880.in September 2016.
 DP1880
 DP1880.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP1880.GEOID18 height accuracy estimate available here.
 DP1880
 DP1880.Click photographs - Photos may exist for this station.
 DP1880
 DP1880.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DP1880
 DP1880.The Laplace correction was computed from DEFLEC18 derived deflections.
 DP1880
 DP1880.The ellipsoidal height was determined by GPS observations
 DP1880.and is referenced to NAD 83.
 DP1880
 DP1880.The dynamic height is computed by dividing the NAVD 88
 DP1880.geopotential number by the normal gravity value computed on the
 DP1880.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP1880.degrees latitude (g = 980.6199 gals.).
 DP1880
 DP1880.The modeled gravity was interpolated from observed gravity values.
 DP1880
 DP1880. The following values were computed from the NAD 83(2011) position.
 DP1880
 DP1880;                    North         East     Units Scale Factor Converg.
 DP1880;SPC MN S     -   318,754.303   858,632.668   MT  0.99995493   +0 31 15.4
 DP1880;SPC MN S     - 1,045,779.74  2,817,030.68   sFT  0.99995493   +0 31 15.4
 DP1880;UTM  15      - 4,979,244.771   479,751.253   MT  0.99960504   -0 10 53.2
 DP1880
 DP1880!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DP1880!SPC MN S     -   0.99996439  x   0.99995493  =   0.99991932
 DP1880!UTM  15      -   0.99996439  x   0.99960504  =   0.99956944
 DP1880
 DP1880:                Primary Azimuth Mark                     Grid Az
 DP1880:SPC MN S     -  2781 BN                                  271 21 12.0
 DP1880:UTM  15      -  2781 BN                                  272 03 20.6
 DP1880
 DP1880_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK7975179244(NAD 83)
 DP1880
 DP1880|---------------------------------------------------------------------|
 DP1880| PID    Reference Object                     Distance      Geod. Az  |
 DP1880|                                                           dddmmss.s |
 DP1880| DP1881 2781 BN                             APPROX. 1.2 KM 2715227.4 |
 DP1880|---------------------------------------------------------------------|
 DP1880
 DP1880                          SUPERSEDED SURVEY CONTROL
 DP1880
 DP1880  NAVD 88             254.33   (m)          834.4    (f) LEVELING    3  
 DP1880
 DP1880.Superseded values are not recommended for survey control.
 DP1880
 DP1880.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DP1880.See file dsdata.pdf to determine how the superseded data were derived.
 DP1880
 DP1880_MARKER: F = FLANGE-ENCASED ROD
 DP1880_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DP1880_STAMPING: 2781 BM 2013
 DP1880_MARK LOGO: MNDT
 DP1880_PROJECTION: FLUSH
 DP1880_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DP1880_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DP1880_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP1880+SATELLITE: SATELLITE OBSERVATIONS - October 18, 2017
 DP1880_ROD/PIPE-DEPTH: 6.1 meters
 DP1880
 DP1880  HISTORY     - Date     Condition        Report By
 DP1880  HISTORY     - 20130903 MONUMENTED       MNDT
 DP1880  HISTORY     - 20150325 GOOD             MNDT
 DP1880  HISTORY     - 20160413 GOOD             MNDT
 DP1880  HISTORY     - 20171018 GOOD             MNDT
 DP1880
 DP1880                          STATION DESCRIPTION
 DP1880
 DP1880'DESCRIBED BY MN DEPT OF TRANSP 2013
 DP1880'IN MINNEAPOLIS, 0.25 MILES WEST ALONG INTERSTATE 94 FROM EAST JUNCTION
 DP1880'OF INTERSTATE 94 AND INTERSTATE 35W IN MINNEAPOLIS, AT INTERSTATE 94
 DP1880'MILEPOINT 233.5, 32.5 FEET NORTH OF WEST BOUND INTERSTATE 94 FOG LINE,
 DP1880'25.4 FEET SOUTH OF  RAMP FROM TRUNK HIGHWAY 55 NORTH TO WESTBOUND
 DP1880'INTERSTATE 94, 16.4 FEET NORTHEAST OF MILEPOST 233.6, 0.05 MILE EAST
 DP1880'OF 11TH AVENUE SOUTH, 1.5 FEET WEST OF WITNESS POST.
 DP1880
 DP1880                          STATION RECOVERY (2015)
 DP1880
 DP1880'RECOVERY NOTE BY MN DEPT OF TRANSP 2015 (TJD)
 DP1880'IN MINNEAPOLIS, 0.25 MI (0.4 KM) WEST ALONG INTERSTATE HIGHWAY 94 FROM
 DP1880'EAST JUNCTION OF INTERSTATE HIGHWAY 94 AND INTERSTATE HIGHWAY 35W IN
 DP1880'MINNEAPOLIS, AT INTERSTATE HIGHWAY 94 MILE POINT 233.5, 32.5 FT (9.9
 DP1880'M) NORTH OF WESTBOUND INTERSTATE HIGHWAY 94 FOG LINE, 25.4 FT (7.7 M)
 DP1880'SOUTH OF RAMP FROM TRUNK HIGHWAY 55 NORTH TO WESTBOUND INTERSTATE
 DP1880'HIGHWAY 94, 16.4 FT (5.0 M) NORTHEAST OF MILE POINT 233.6, 0.05 MI
 DP1880'(0.1 KM) EAST OF 11TH AVENUE SOUTH, 1.5 FT (0.5 M) WEST OF A WITNESS
 DP1880'POST.
 DP1880
 DP1880                          STATION RECOVERY (2016)
 DP1880
 DP1880'RECOVERY NOTE BY MN DEPT OF TRANSP 2016 (AXM)
 DP1880'IN MINNEAPOLIS, 0.25 MILE WEST ALONG INTERSTATE HIGHWAY 94 FROM EAST
 DP1880'JUNCTION OF INTERSTATE HIGHWAY 94 AND INTERSTATE HIGHWAY 35W IN
 DP1880'MINNEAPOLIS, AT INTERSTATE HIGHWAY 94 MILEPOINT 233.5, 32.5 FEET NORTH
 DP1880'OF WESTBOUND INTERSTATE HIGHWAY 94 FOG LINE, 25.4 FEET SOUTH OF RAMP
 DP1880'FROM TRUNK HIGHWAY 55 NORTH TO WESTBOUND INTERSTATE HIGHWAY 94, 16.4
 DP1880'FEET NORTHEAST OF MILEPOINT 233.6, 0.05 MILE EAST OF 11TH AVENUE
 DP1880'SOUTH, 1.5 FEET WEST OF WITNESS POST.
 DP1880
 DP1880                          STATION RECOVERY (2017)
 DP1880
 DP1880'RECOVERY NOTE BY MN DEPT OF TRANSP 2017 (MPP)
 DP1880'RECOVERED AS DESCRIBED.
 DP1880'
 DP1880'NOTE-THE STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM ROD
 DP1880'DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION REMOVABLE DISK
 DP1880'SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH PVC
 DP1880'PIPE BACK FILLED WITH WASHED SAND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DP1882 ***********************************************************************
 DP1882  DESIGNATION -  2781 BP
 DP1882  PID         -  DP1882
 DP1882  STATE/COUNTY-  MN/HENNEPIN
 DP1882  COUNTRY     -  US
 DP1882  USGS QUAD   -  MINNEAPOLIS SOUTH (2019)
 DP1882
 DP1882                         *CURRENT SURVEY CONTROL
 DP1882  ______________________________________________________________________
 DP1882* NAD 83(2011) POSITION- 44 57 52.86270(N) 093 17 06.88286(W)   ADJUSTED
 DP1882* NAD 83(2011) ELLIP HT-   236.245 (meters)        (02/18/14)   ADJUSTED
 DP1882* NAD 83(2011) EPOCH   -  2010.00
 DP1882* NAVD 88 ORTHO HEIGHT -   263.360 (meters)      864.04  (feet) ADJUSTED
 DP1882  ______________________________________________________________________
 DP1882  GEOID HEIGHT    -        -27.121 (meters)                     GEOID18
 DP1882  NAD 83(2011) X  -   -259,057.845 (meters)                     COMP
 DP1882  NAD 83(2011) Y  - -4,513,103.355 (meters)                     COMP
 DP1882  NAD 83(2011) Z  -  4,484,739.313 (meters)                     COMP
 DP1882  LAPLACE CORR    -         -3.58  (seconds)                    DEFLEC18
 DP1882  DYNAMIC HEIGHT  -        263.353 (meters)      864.02  (feet) COMP
 DP1882  MODELED GRAVITY -    980,584.2   (mgal)                       NAVD 88
 DP1882
 DP1882  VERT ORDER      -  SECOND    CLASS I
 DP1882
 DP1882  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DP1882  Standards:
 DP1882         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DP1882            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DP1882  -------------------------------------------------------------------
 DP1882  NETWORK    0.66   1.27           0.30   0.23   0.65      0.11968008
 DP1882  -------------------------------------------------------------------
 DP1882  Click here for local accuracies and other accuracy information.
 DP1882
 DP1882.The horizontal coordinates were established by GPS observations
 DP1882.and adjusted by the MN DEPT OF TRANSP in February 2014.
 DP1882
 DP1882.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DP1882.been affixed to the stable North American tectonic plate. See 
 DP1882.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DP1882
 DP1882.The horizontal coordinates are valid at the epoch date displayed above
 DP1882.which is a decimal equivalence of Year/Month/Day.
 DP1882
 DP1882.The orthometric height was determined by differential leveling and
 DP1882.adjusted by the NATIONAL GEODETIC SURVEY
 DP1882.in September 2016.
 DP1882
 DP1882.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP1882.GEOID18 height accuracy estimate available here.
 DP1882
 DP1882.Click photographs - Photos may exist for this station.
 DP1882
 DP1882.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DP1882
 DP1882.The Laplace correction was computed from DEFLEC18 derived deflections.
 DP1882
 DP1882.The ellipsoidal height was determined by GPS observations
 DP1882.and is referenced to NAD 83.
 DP1882
 DP1882.The dynamic height is computed by dividing the NAVD 88
 DP1882.geopotential number by the normal gravity value computed on the
 DP1882.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP1882.degrees latitude (g = 980.6199 gals.).
 DP1882
 DP1882.The modeled gravity was interpolated from observed gravity values.
 DP1882
 DP1882. The following values were computed from the NAD 83(2011) position.
 DP1882
 DP1882;                    North         East     Units Scale Factor Converg.
 DP1882;SPC MN S     -   318,548.761   856,387.487   MT  0.99995469   +0 30 03.6
 DP1882;SPC MN S     - 1,045,105.39  2,809,664.61   sFT  0.99995469   +0 30 03.6
 DP1882;UTM  15      - 4,979,066.833   477,504.505   MT  0.99960622   -0 12 05.7
 DP1882
 DP1882!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DP1882!SPC MN S     -   0.99996296  x   0.99995469  =   0.99991765
 DP1882!UTM  15      -   0.99996296  x   0.99960622  =   0.99956920
 DP1882
 DP1882:                Primary Azimuth Mark                     Grid Az
 DP1882:SPC MN S     -  2781 BN                                  077 31 13.6
 DP1882:UTM  15      -  2781 BN                                  078 13 22.9
 DP1882
 DP1882_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK7750479066(NAD 83)
 DP1882
 DP1882|---------------------------------------------------------------------|
 DP1882| PID    Reference Object                     Distance      Geod. Az  |
 DP1882|                                                           dddmmss.s |
 DP1882| DP1881 2781 BN                             APPROX. 1.1 KM 0780117.2 |
 DP1882| DP1883 2781 BQ                             APPROX. 0.6 KM 3450538.4 |
 DP1882|---------------------------------------------------------------------|
 DP1882
 DP1882                          SUPERSEDED SURVEY CONTROL
 DP1882
 DP1882  NAVD 88             263.36   (m)          864.0    (f) LEVELING    3  
 DP1882
 DP1882.Superseded values are not recommended for survey control.
 DP1882
 DP1882.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DP1882.See file dsdata.pdf to determine how the superseded data were derived.
 DP1882
 DP1882_MARKER: I = METAL ROD
 DP1882_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DP1882_STAMPING: 2781 BP 2013
 DP1882_MARK LOGO: MNDT
 DP1882_PROJECTION: RECESSED 5 CENTIMETERS
 DP1882_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DP1882_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DP1882_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP1882+SATELLITE: SATELLITE OBSERVATIONS - October 25, 2017
 DP1882_ROD/PIPE-DEPTH: 10.4 meters
 DP1882
 DP1882  HISTORY     - Date     Condition        Report By
 DP1882  HISTORY     - 20130903 MONUMENTED       MNDT
 DP1882  HISTORY     - 20140729 GOOD             MNDT
 DP1882  HISTORY     - 20171025 GOOD             MNDT
 DP1882
 DP1882                          STATION DESCRIPTION
 DP1882
 DP1882'DESCRIBED BY MN DEPT OF TRANSP 2013
 DP1882'IN MINNEAPOLIS, 0.85 MILES WEST ALONG INTERSTATE 94 FROM WEST JUNCTION
 DP1882'OF INTERSTATE 94 AND INTERSTATE 35W IN MINNEAPOLIS, AT INTERSTATE 94
 DP1882'MILE POINT 232.15, 33.7 FEET NORTH OF WESTBOUND INTERSTATE 94 FOG
 DP1882'LINE, 0.15 MILE SOUTHEAST OF HENNEPIN AVENUE, 21.2 FEET SOUTH OF EXIT
 DP1882'RAMP TO HENNEPIN AVENUE SOUTH, 1.5 FEET SOUTH OF WITNESS POST.
 DP1882
 DP1882                          STATION RECOVERY (2014)
 DP1882
 DP1882'RECOVERY NOTE BY MN DEPT OF TRANSP 2014 (MPP)
 DP1882'RECOVERED AS DESCRIBED.
 DP1882
 DP1882                          STATION RECOVERY (2017)
 DP1882
 DP1882'RECOVERY NOTE BY MN DEPT OF TRANSP 2017 (MPP)
 DP1882'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DP1883 ***********************************************************************
 DP1883  DESIGNATION -  2781 BQ
 DP1883  PID         -  DP1883
 DP1883  STATE/COUNTY-  MN/HENNEPIN
 DP1883  COUNTRY     -  US
 DP1883  USGS QUAD   -  MINNEAPOLIS SOUTH (2019)
 DP1883
 DP1883                         *CURRENT SURVEY CONTROL
 DP1883  ______________________________________________________________________
 DP1883* NAD 83(2011) POSITION- 44 58 12.61084(N) 093 17 14.28825(W)   ADJUSTED
 DP1883* NAD 83(2011) ELLIP HT-   225.432 (meters)        (02/18/14)   ADJUSTED
 DP1883* NAD 83(2011) EPOCH   -  2010.00
 DP1883* NAVD 88 ORTHO HEIGHT -   252.544 (meters)      828.55  (feet) ADJUSTED
 DP1883  ______________________________________________________________________
 DP1883  GEOID HEIGHT    -        -27.120 (meters)                     GEOID18
 DP1883  NAD 83(2011) X  -   -259,194.732 (meters)                     COMP
 DP1883  NAD 83(2011) Y  - -4,512,656.285 (meters)                     COMP
 DP1883  NAD 83(2011) Z  -  4,485,162.999 (meters)                     COMP
 DP1883  LAPLACE CORR    -         -3.54  (seconds)                    DEFLEC18
 DP1883  DYNAMIC HEIGHT  -        252.538 (meters)      828.54  (feet) COMP
 DP1883  MODELED GRAVITY -    980,585.0   (mgal)                       NAVD 88
 DP1883
 DP1883  VERT ORDER      -  SECOND    CLASS I
 DP1883
 DP1883  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DP1883  Standards:
 DP1883         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DP1883            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DP1883  -------------------------------------------------------------------
 DP1883  NETWORK    0.68   1.18           0.31   0.23   0.60      0.02687566
 DP1883  -------------------------------------------------------------------
 DP1883  Click here for local accuracies and other accuracy information.
 DP1883
 DP1883.The horizontal coordinates were established by GPS observations
 DP1883.and adjusted by the MN DEPT OF TRANSP in February 2014.
 DP1883
 DP1883.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DP1883.been affixed to the stable North American tectonic plate. See 
 DP1883.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DP1883
 DP1883.The horizontal coordinates are valid at the epoch date displayed above
 DP1883.which is a decimal equivalence of Year/Month/Day.
 DP1883
 DP1883.The orthometric height was determined by differential leveling and
 DP1883.adjusted by the NATIONAL GEODETIC SURVEY
 DP1883.in September 2016.
 DP1883
 DP1883.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP1883.GEOID18 height accuracy estimate available here.
 DP1883
 DP1883.Click photographs - Photos may exist for this station.
 DP1883
 DP1883.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DP1883
 DP1883.The Laplace correction was computed from DEFLEC18 derived deflections.
 DP1883
 DP1883.The ellipsoidal height was determined by GPS observations
 DP1883.and is referenced to NAD 83.
 DP1883
 DP1883.The dynamic height is computed by dividing the NAVD 88
 DP1883.geopotential number by the normal gravity value computed on the
 DP1883.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP1883.degrees latitude (g = 980.6199 gals.).
 DP1883
 DP1883.The modeled gravity was interpolated from observed gravity values.
 DP1883
 DP1883. The following values were computed from the NAD 83(2011) position.
 DP1883
 DP1883;                    North         East     Units Scale Factor Converg.
 DP1883;SPC MN S     -   319,156.913   856,219.894   MT  0.99995547   +0 29 58.4
 DP1883;SPC MN S     - 1,047,100.64  2,809,114.77   sFT  0.99995547   +0 29 58.4
 DP1883;UTM  15      - 4,979,676.782   477,344.438   MT  0.99960631   -0 12 11.0
 DP1883
 DP1883!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DP1883!SPC MN S     -   0.99996466  x   0.99995547  =   0.99992013
 DP1883!UTM  15      -   0.99996466  x   0.99960631  =   0.99957098
 DP1883
 DP1883:                Primary Azimuth Mark                     Grid Az
 DP1883:SPC MN S     -  2781 BN                                  107 01 19.7
 DP1883:UTM  15      -  2781 BN                                  107 43 29.1
 DP1883
 DP1883_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK7734479676(NAD 83)
 DP1883
 DP1883|---------------------------------------------------------------------|
 DP1883| PID    Reference Object                     Distance      Geod. Az  |
 DP1883|                                                           dddmmss.s |
 DP1883| DP1881 2781 BN                             APPROX. 1.3 KM 1073118.1 |
 DP1883| DP1882 2781 BP                             APPROX. 0.6 KM 1650533.2 |
 DP1883|---------------------------------------------------------------------|
 DP1883
 DP1883                          SUPERSEDED SURVEY CONTROL
 DP1883
 DP1883  NAVD 88             252.54   (m)          828.5    (f) LEVELING    3  
 DP1883
 DP1883.Superseded values are not recommended for survey control.
 DP1883
 DP1883.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DP1883.See file dsdata.pdf to determine how the superseded data were derived.
 DP1883
 DP1883_MARKER: I = METAL ROD
 DP1883_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DP1883_STAMPING: 2781 BQ 2013
 DP1883_MARK LOGO: MNDT
 DP1883_PROJECTION: RECESSED 5 CENTIMETERS
 DP1883_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DP1883_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DP1883_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP1883+SATELLITE: SATELLITE OBSERVATIONS - June 04, 2014
 DP1883_ROD/PIPE-DEPTH: 8.8 meters
 DP1883
 DP1883  HISTORY     - Date     Condition        Report By
 DP1883  HISTORY     - 20130904 MONUMENTED       MNDT
 DP1883  HISTORY     - 20140604 GOOD             MNDT
 DP1883
 DP1883                          STATION DESCRIPTION
 DP1883
 DP1883'DESCRIBED BY MN DEPT OF TRANSP 2013
 DP1883'IN MINNEAPOLIS, 1.3 MILES WEST AND NORTH ALONG INTERSTATE 94 FROM WEST
 DP1883'JUNCTION OF INTERSTATE 94 AND INTERSTATE 35W IN MINNEAPOLIS, AT
 DP1883'INTERSTATE 94 MILE POINT 231.7, 22.8 FEET EAST OF NORTHBOUND
 DP1883'INTERSTATE 94 FOG LINE, 1.0 FEET WEST OF CHAIN LINK FENCE, 0.1 MILE
 DP1883'NORTH OF WEST 15TH STREET/ VINELAND PLACE, 3.0 FEET NORTH OF WITNESS
 DP1883'POST.
 DP1883
 DP1883                          STATION RECOVERY (2014)
 DP1883
 DP1883'RECOVERY NOTE BY MN DEPT OF TRANSP 2014 (MAS)
 DP1883'IN MINNEAPOLIS, 1.3 MI (2.1 KM) WEST AND NORTH ALONG INTERSTATE
 DP1883'HIGHWAY 94 FROM WEST JUNCTION OF INTERSTATE HIGHWAY 94 AND INTERSTATE
 DP1883'HIGHWAY 35W IN MINNEAPOLIS, AT INTERSTATE HIGHWAY 94 MILE POINT 231.7,
 DP1883'22.8 FT (6.9 M) EAST OF NORTHBOUND INTERSTATE HIGHWAY 94 FOG LINE, 1.0
 DP1883'FT (0.3 M) WEST OF CHAIN LINK FENCE, 0.1 MI (0.2 KM) NORTH OF WEST
 DP1883'15TH STREET/VINELAND PLACE, 3.0 FT (0.9 M) NORTH OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DP1884 ***********************************************************************
 DP1884  DESIGNATION -  2781 BR
 DP1884  PID         -  DP1884
 DP1884  STATE/COUNTY-  MN/HENNEPIN
 DP1884  COUNTRY     -  US
 DP1884  USGS QUAD   -  MINNEAPOLIS SOUTH (2019)
 DP1884
 DP1884                         *CURRENT SURVEY CONTROL
 DP1884  ______________________________________________________________________
 DP1884* NAD 83(2011) POSITION- 44 59 29.64879(N) 093 17 02.92241(W)   ADJUSTED
 DP1884* NAD 83(2011) ELLIP HT-   221.171 (meters)        (02/18/14)   ADJUSTED
 DP1884* NAD 83(2011) EPOCH   -  2010.00
 DP1884* NAVD 88 ORTHO HEIGHT -   248.298 (meters)      814.62  (feet) ADJUSTED
 DP1884  ______________________________________________________________________
 DP1884  GEOID HEIGHT    -        -27.135 (meters)                     GEOID18
 DP1884  NAD 83(2011) X  -   -258,849.590 (meters)                     COMP
 DP1884  NAD 83(2011) Y  - -4,510,989.210 (meters)                     COMP
 DP1884  NAD 83(2011) Z  -  4,486,842.212 (meters)                     COMP
 DP1884  LAPLACE CORR    -         -3.40  (seconds)                    DEFLEC18
 DP1884  DYNAMIC HEIGHT  -        248.293 (meters)      814.61  (feet) COMP
 DP1884  MODELED GRAVITY -    980,588.0   (mgal)                       NAVD 88
 DP1884
 DP1884  VERT ORDER      -  SECOND    CLASS I
 DP1884
 DP1884  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DP1884  Standards:
 DP1884         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DP1884            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DP1884  -------------------------------------------------------------------
 DP1884  NETWORK    0.69   1.06           0.32   0.23   0.54     -0.03406078
 DP1884  -------------------------------------------------------------------
 DP1884  Click here for local accuracies and other accuracy information.
 DP1884
 DP1884.The horizontal coordinates were established by GPS observations
 DP1884.and adjusted by the MN DEPT OF TRANSP in February 2014.
 DP1884
 DP1884.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DP1884.been affixed to the stable North American tectonic plate. See 
 DP1884.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DP1884
 DP1884.The horizontal coordinates are valid at the epoch date displayed above
 DP1884.which is a decimal equivalence of Year/Month/Day.
 DP1884
 DP1884.The orthometric height was determined by differential leveling and
 DP1884.adjusted by the NATIONAL GEODETIC SURVEY
 DP1884.in September 2016.
 DP1884
 DP1884.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP1884.GEOID18 height accuracy estimate available here.
 DP1884
 DP1884.Click photographs - Photos may exist for this station.
 DP1884
 DP1884.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DP1884
 DP1884.The Laplace correction was computed from DEFLEC18 derived deflections.
 DP1884
 DP1884.The ellipsoidal height was determined by GPS observations
 DP1884.and is referenced to NAD 83.
 DP1884
 DP1884.The dynamic height is computed by dividing the NAVD 88
 DP1884.geopotential number by the normal gravity value computed on the
 DP1884.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP1884.degrees latitude (g = 980.6199 gals.).
 DP1884
 DP1884.The modeled gravity was interpolated from observed gravity values.
 DP1884
 DP1884. The following values were computed from the NAD 83(2011) position.
 DP1884
 DP1884;                    North         East     Units Scale Factor Converg.
 DP1884;SPC MN S     -   321,537.045   856,448.110   MT  0.99995860   +0 30 06.3
 DP1884;SPC MN S     - 1,054,909.46  2,809,863.51   sFT  0.99995860   +0 30 06.3
 DP1884;UTM  15      - 4,982,053.102   477,601.734   MT  0.99960617   -0 12 03.2
 DP1884
 DP1884!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DP1884!SPC MN S     -   0.99996532  x   0.99995860  =   0.99992393
 DP1884!UTM  15      -   0.99996532  x   0.99960617  =   0.99957151
 DP1884
 DP1884_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK7760182053(NAD 83)
 DP1884
 DP1884                          SUPERSEDED SURVEY CONTROL
 DP1884
 DP1884  NAVD 88             248.30   (m)          814.6    (f) LEVELING    3  
 DP1884
 DP1884.Superseded values are not recommended for survey control.
 DP1884
 DP1884.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DP1884.See file dsdata.pdf to determine how the superseded data were derived.
 DP1884
 DP1884_MARKER: I = METAL ROD
 DP1884_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DP1884_STAMPING: 2781 BR 2013
 DP1884_MARK LOGO: MNDT
 DP1884_PROJECTION: RECESSED 3 CENTIMETERS
 DP1884_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DP1884_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DP1884_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP1884+SATELLITE: SATELLITE OBSERVATIONS - June 04, 2014
 DP1884_ROD/PIPE-DEPTH: 3.7 meters
 DP1884
 DP1884  HISTORY     - Date     Condition        Report By
 DP1884  HISTORY     - 20130905 MONUMENTED       MNDT
 DP1884  HISTORY     - 20140604 GOOD             MNDT
 DP1884
 DP1884                          STATION DESCRIPTION
 DP1884
 DP1884'DESCRIBED BY MN DEPT OF TRANSP 2013
 DP1884'IN MINNEAPOLIS, 0.55 MILE NORTH ALONG ENTRANCE RAMP FROM TRUNK HIGHWAY
 DP1884'55 TO WESTBOUND INTERSTATE 94 IN MINNEAPOLIS, 68.8 FEET EAST OF
 DP1884'ENTRANCE RAMP FROM TRUNK HIGHWAY 55 TO WESTBOUND INTERSTATE 94, 70.6
 DP1884'FEET WEST OF ENTRANCE RAMP FROM 10TH AVENUE TO WESTBOUND INTERSTATE
 DP1884'94, 1.5 FEET WEST OF WITNESS POST.
 DP1884
 DP1884                          STATION RECOVERY (2014)
 DP1884
 DP1884'RECOVERY NOTE BY MN DEPT OF TRANSP 2014 (MAS)
 DP1884'IN MINNEAPOLIS, 0.55 MI (0.9 KM) NORTH ALONG ENTRANCE RAMP FROM TRUNK
 DP1884'HIGHWAY 55 TO WESTBOUND INTERSTATE HIGHWAY 94 IN MINNEAPOLIS, 68.8 FT
 DP1884'(21.0 M) EAST OF ENTRANCE RAMP FROM TRUNK HIGHWAY 55 TO WESTBOUND
 DP1884'INTERSTATE HIGHWAY 94, 70.6 FT (21.5 M) WEST OF ENTRANCE RAMP FROM
 DP1884'10TH AVENUE TO WESTBOUND INTERSTATE HIGHWAY 94, 1.5 FT (0.5 M) WEST OF
 DP1884'A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DP1885 ***********************************************************************
 DP1885  DESIGNATION -  2781 BS
 DP1885  PID         -  DP1885
 DP1885  STATE/COUNTY-  MN/HENNEPIN
 DP1885  COUNTRY     -  US
 DP1885  USGS QUAD   -  MINNEAPOLIS NORTH (2019)
 DP1885
 DP1885                         *CURRENT SURVEY CONTROL
 DP1885  ______________________________________________________________________
 DP1885* NAD 83(2011) POSITION- 45 00 36.07792(N) 093 16 55.27052(W)   ADJUSTED
 DP1885* NAD 83(2011) ELLIP HT-   227.201 (meters)        (02/18/14)   ADJUSTED
 DP1885* NAD 83(2011) EPOCH   -  2010.00
 DP1885* NAVD 88 ORTHO HEIGHT -   254.346 (meters)      834.47  (feet) ADJUSTED
 DP1885  ______________________________________________________________________
 DP1885  GEOID HEIGHT    -        -27.146 (meters)                     GEOID18
 DP1885  NAD 83(2011) X  -   -258,599.469 (meters)                     COMP
 DP1885  NAD 83(2011) Y  - -4,509,555.336 (meters)                     COMP
 DP1885  NAD 83(2011) Z  -  4,488,296.545 (meters)                     COMP
 DP1885  LAPLACE CORR    -         -3.38  (seconds)                    DEFLEC18
 DP1885  DYNAMIC HEIGHT  -        254.340 (meters)      834.45  (feet) COMP
 DP1885  MODELED GRAVITY -    980,588.4   (mgal)                       NAVD 88
 DP1885
 DP1885  VERT ORDER      -  SECOND    CLASS I
 DP1885
 DP1885  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DP1885  Standards:
 DP1885         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DP1885            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DP1885  -------------------------------------------------------------------
 DP1885  NETWORK    0.74   1.23           0.34   0.25   0.63     -0.07781357
 DP1885  -------------------------------------------------------------------
 DP1885  Click here for local accuracies and other accuracy information.
 DP1885
 DP1885.The horizontal coordinates were established by GPS observations
 DP1885.and adjusted by the MN DEPT OF TRANSP in February 2014.
 DP1885
 DP1885.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DP1885.been affixed to the stable North American tectonic plate. See 
 DP1885.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DP1885
 DP1885.The horizontal coordinates are valid at the epoch date displayed above
 DP1885.which is a decimal equivalence of Year/Month/Day.
 DP1885
 DP1885.The orthometric height was determined by differential leveling and
 DP1885.adjusted by the NATIONAL GEODETIC SURVEY
 DP1885.in September 2016.
 DP1885
 DP1885.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP1885.GEOID18 height accuracy estimate available here.
 DP1885
 DP1885.Click photographs - Photos may exist for this station.
 DP1885
 DP1885.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DP1885
 DP1885.The Laplace correction was computed from DEFLEC18 derived deflections.
 DP1885
 DP1885.The ellipsoidal height was determined by GPS observations
 DP1885.and is referenced to NAD 83.
 DP1885
 DP1885.The dynamic height is computed by dividing the NAVD 88
 DP1885.geopotential number by the normal gravity value computed on the
 DP1885.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP1885.degrees latitude (g = 980.6199 gals.).
 DP1885
 DP1885.The modeled gravity was interpolated from observed gravity values.
 DP1885
 DP1885. The following values were computed from the NAD 83(2011) position.
 DP1885
 DP1885;                    North         East     Units Scale Factor Converg.
 DP1885;SPC MN S     -   323,589.017   856,597.702   MT  0.99996141   +0 30 11.7
 DP1885;SPC MN S     - 1,061,641.63  2,810,354.29   sFT  0.99996141   +0 30 11.7
 DP1885;UTM  15      - 4,984,102.360   477,776.418   MT  0.99960607   -0 11 58.0
 DP1885
 DP1885!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DP1885!SPC MN S     -   0.99996438  x   0.99996141  =   0.99992579
 DP1885!UTM  15      -   0.99996438  x   0.99960607  =   0.99957046
 DP1885
 DP1885_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK7777684102(NAD 83)
 DP1885
 DP1885                          SUPERSEDED SURVEY CONTROL
 DP1885
 DP1885  NAVD 88             254.35   (m)          834.5    (f) LEVELING    3  
 DP1885
 DP1885.Superseded values are not recommended for survey control.
 DP1885
 DP1885.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DP1885.See file dsdata.pdf to determine how the superseded data were derived.
 DP1885
 DP1885_MARKER: I = METAL ROD
 DP1885_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DP1885_STAMPING: 2781 BS 2013
 DP1885_MARK LOGO: MNDT
 DP1885_PROJECTION: FLUSH
 DP1885_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DP1885_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DP1885_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP1885+SATELLITE: SATELLITE OBSERVATIONS - October 16, 2014
 DP1885_ROD/PIPE-DEPTH: 9.8 meters
 DP1885
 DP1885  HISTORY     - Date     Condition        Report By
 DP1885  HISTORY     - 20130905 MONUMENTED       MNDT
 DP1885  HISTORY     - 20141016 GOOD             MNDT
 DP1885
 DP1885                          STATION DESCRIPTION
 DP1885
 DP1885'DESCRIBED BY MN DEPT OF TRANSP 2013
 DP1885'IN MINNEAPOLIS, 0.75 MILE NORTH ALONG INTERSTATE 94 FROM JUNCTION OF
 DP1885'INTERSTATE 94 AND BROADWAY AVENUE IN MINNEAPOLIS, AT INTERSTATE 94
 DP1885'MILEPOINT 228.85, 76.4 FEET EAST OF NORTHBOUND INTERSTATE 94 FOG LINE,
 DP1885'11.2 FEET WEST OF RIGHT OF WAY FENCE, 1.5 FEET WEST OF WITNESS POST.
 DP1885
 DP1885                          STATION RECOVERY (2014)
 DP1885
 DP1885'RECOVERY NOTE BY MN DEPT OF TRANSP 2014 (MAS)
 DP1885'IN MINNEAPOLIS, 0.75 MI (1.2 KM) NORTH ALONG INTERSTATE HIGHWAY 94
 DP1885'FROM THE JUNCTION OF INTERSTATE HIGHWAY 94 AND BROADWAY AVENUE IN
 DP1885'MINNEAPOLIS, AT INTERSTATE HIGHWAY 94 MILE POINT 228.85, 76.4 FT (23.3
 DP1885'M) EAST OF WESTBOUND INTERSTATE HIGHWAY 94 FOG LINE, 11.2 FT (3.4 M)
 DP1885'WEST OF RIGHT-OF-WAY FENCE, 1.5 FT (0.5 M) WEST OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DP1886 ***********************************************************************
 DP1886  DESIGNATION -  2781 BT
 DP1886  PID         -  DP1886
 DP1886  STATE/COUNTY-  MN/HENNEPIN
 DP1886  COUNTRY     -  US
 DP1886  USGS QUAD   -  MINNEAPOLIS NORTH (2019)
 DP1886
 DP1886                         *CURRENT SURVEY CONTROL
 DP1886  ______________________________________________________________________
 DP1886* NAD 83(2011) POSITION- 45 01 30.91220(N) 093 17 05.27241(W)   ADJUSTED
 DP1886* NAD 83(2011) ELLIP HT-   227.441 (meters)        (02/18/14)   ADJUSTED
 DP1886* NAD 83(2011) EPOCH   -  2010.00
 DP1886* NAVD 88 ORTHO HEIGHT -   254.595 (meters)      835.28  (feet) ADJUSTED
 DP1886  ______________________________________________________________________
 DP1886  GEOID HEIGHT    -        -27.155 (meters)                     GEOID18
 DP1886  NAD 83(2011) X  -   -258,749.541 (meters)                     COMP
 DP1886  NAD 83(2011) Y  - -4,508,347.571 (meters)                     COMP
 DP1886  NAD 83(2011) Z  -  4,489,493.334 (meters)                     COMP
 DP1886  LAPLACE CORR    -         -2.84  (seconds)                    DEFLEC18
 DP1886  DYNAMIC HEIGHT  -        254.590 (meters)      835.27  (feet) COMP
 DP1886  MODELED GRAVITY -    980,591.3   (mgal)                       NAVD 88
 DP1886
 DP1886  VERT ORDER      -  SECOND    CLASS I
 DP1886
 DP1886  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DP1886  Standards:
 DP1886         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DP1886            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DP1886  -------------------------------------------------------------------
 DP1886  NETWORK    0.77   1.25           0.36   0.25   0.64     -0.04596149
 DP1886  -------------------------------------------------------------------
 DP1886  Click here for local accuracies and other accuracy information.
 DP1886
 DP1886.The horizontal coordinates were established by GPS observations
 DP1886.and adjusted by the MN DEPT OF TRANSP in February 2014.
 DP1886
 DP1886.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DP1886.been affixed to the stable North American tectonic plate. See 
 DP1886.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DP1886
 DP1886.The horizontal coordinates are valid at the epoch date displayed above
 DP1886.which is a decimal equivalence of Year/Month/Day.
 DP1886
 DP1886.The orthometric height was determined by differential leveling and
 DP1886.adjusted by the NATIONAL GEODETIC SURVEY
 DP1886.in September 2016.
 DP1886
 DP1886.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP1886.GEOID18 height accuracy estimate available here.
 DP1886
 DP1886.Click photographs - Photos may exist for this station.
 DP1886
 DP1886.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DP1886
 DP1886.The Laplace correction was computed from DEFLEC18 derived deflections.
 DP1886
 DP1886.The ellipsoidal height was determined by GPS observations
 DP1886.and is referenced to NAD 83.
 DP1886
 DP1886.The dynamic height is computed by dividing the NAVD 88
 DP1886.geopotential number by the normal gravity value computed on the
 DP1886.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP1886.degrees latitude (g = 980.6199 gals.).
 DP1886
 DP1886.The modeled gravity was interpolated from observed gravity values.
 DP1886
 DP1886. The following values were computed from the NAD 83(2011) position.
 DP1886
 DP1886;                    North         East     Units Scale Factor Converg.
 DP1886;SPC MN S     -   325,279.705   856,363.887   MT  0.99996381   +0 30 04.7
 DP1886;SPC MN S     - 1,067,188.50  2,809,587.19   sFT  0.99996381   +0 30 04.7
 DP1886;UTM  15      - 4,985,795.185   477,563.432   MT  0.99960619   -0 12 05.3
 DP1886
 DP1886!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DP1886!SPC MN S     -   0.99996434  x   0.99996381  =   0.99992815
 DP1886!UTM  15      -   0.99996434  x   0.99960619  =   0.99957055
 DP1886
 DP1886:                Primary Azimuth Mark                     Grid Az
 DP1886:SPC MN S     -  2781 BU                                  000 33 52.8
 DP1886:UTM  15      -  2781 BU                                  001 16 02.8
 DP1886
 DP1886_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK7756385795(NAD 83)
 DP1886
 DP1886|---------------------------------------------------------------------|
 DP1886| PID    Reference Object                     Distance      Geod. Az  |
 DP1886|                                                           dddmmss.s |
 DP1886| DP1887 2781 BU                             APPROX. 1.7 KM 0010357.5 |
 DP1886|---------------------------------------------------------------------|
 DP1886
 DP1886                          SUPERSEDED SURVEY CONTROL
 DP1886
 DP1886  NAVD 88             254.60   (m)          835.3    (f) LEVELING    3  
 DP1886
 DP1886.Superseded values are not recommended for survey control.
 DP1886
 DP1886.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DP1886.See file dsdata.pdf to determine how the superseded data were derived.
 DP1886
 DP1886_MARKER: I = METAL ROD
 DP1886_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DP1886_STAMPING: 2781 BT 2013
 DP1886_MARK LOGO: MNDT
 DP1886_PROJECTION: FLUSH
 DP1886_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DP1886_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DP1886_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP1886+SATELLITE: SATELLITE OBSERVATIONS - September 05, 2013
 DP1886_ROD/PIPE-DEPTH: 3.0 meters
 DP1886
 DP1886  HISTORY     - Date     Condition        Report By
 DP1886  HISTORY     - 20130905 MONUMENTED       MNDT
 DP1886
 DP1886                          STATION DESCRIPTION
 DP1886
 DP1886'DESCRIBED BY MN DEPT OF TRANSP 2013
 DP1886'IN MINNEAPOLIS, 0.10 MILE NORTH ALONG INTERSTATE 94 FROM JUNCTION OF
 DP1886'INTERSTATE 94 AND DOWLING AVENUE IN MINNEAPOLIS, AT INTERSTATE 94
 DP1886'MILEPOINT 227.8, 28.7 FEET NORTHEAST OF NORTHBOUND INTERSTATE 94 FOG
 DP1886'LINE, 39.0 FEET SOUTHWEST OF ENTRANCE RAMP FROM DOWLING AVENUE TO
 DP1886'WESTBOUND INTERSTATE 94, 1.5 FEET WEST OF WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DP1887 ***********************************************************************
 DP1887  DESIGNATION -  2781 BU
 DP1887  PID         -  DP1887
 DP1887  STATE/COUNTY-  MN/HENNEPIN
 DP1887  COUNTRY     -  US
 DP1887  USGS QUAD   -  MINNEAPOLIS NORTH (2019)
 DP1887
 DP1887                         *CURRENT SURVEY CONTROL
 DP1887  ______________________________________________________________________
 DP1887* NAD 83(2011) POSITION- 45 02 25.66365(N) 093 17 03.83548(W)   ADJUSTED
 DP1887* NAD 83(2011) ELLIP HT-   223.507 (meters)        (02/18/14)   ADJUSTED
 DP1887* NAD 83(2011) EPOCH   -  2010.00
 DP1887* NAVD 88 ORTHO HEIGHT -   250.680 (meters)      822.44  (feet) ADJUSTED
 DP1887  ______________________________________________________________________
 DP1887  GEOID HEIGHT    -        -27.173 (meters)                     GEOID18
 DP1887  NAD 83(2011) X  -   -258,649.461 (meters)                     COMP
 DP1887  NAD 83(2011) Y  - -4,507,152.695 (meters)                     COMP
 DP1887  NAD 83(2011) Z  -  4,490,685.048 (meters)                     COMP
 DP1887  LAPLACE CORR    -         -2.03  (seconds)                    DEFLEC18
 DP1887  DYNAMIC HEIGHT  -        250.677 (meters)      822.43  (feet) COMP
 DP1887  MODELED GRAVITY -    980,594.3   (mgal)                       NAVD 88
 DP1887
 DP1887  VERT ORDER      -  SECOND    CLASS I
 DP1887
 DP1887  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DP1887  Standards:
 DP1887         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DP1887            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DP1887  -------------------------------------------------------------------
 DP1887  NETWORK    0.68   1.25           0.31   0.23   0.64     -0.11957740
 DP1887  -------------------------------------------------------------------
 DP1887  Click here for local accuracies and other accuracy information.
 DP1887
 DP1887.The horizontal coordinates were established by GPS observations
 DP1887.and adjusted by the MN DEPT OF TRANSP in February 2014.
 DP1887
 DP1887.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DP1887.been affixed to the stable North American tectonic plate. See 
 DP1887.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DP1887
 DP1887.The horizontal coordinates are valid at the epoch date displayed above
 DP1887.which is a decimal equivalence of Year/Month/Day.
 DP1887
 DP1887.The orthometric height was determined by differential leveling and
 DP1887.adjusted by the NATIONAL GEODETIC SURVEY
 DP1887.in September 2016.
 DP1887
 DP1887.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP1887.GEOID18 height accuracy estimate available here.
 DP1887
 DP1887.Click photographs - Photos may exist for this station.
 DP1887
 DP1887.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DP1887
 DP1887.The Laplace correction was computed from DEFLEC18 derived deflections.
 DP1887
 DP1887.The ellipsoidal height was determined by GPS observations
 DP1887.and is referenced to NAD 83.
 DP1887
 DP1887.The dynamic height is computed by dividing the NAVD 88
 DP1887.geopotential number by the normal gravity value computed on the
 DP1887.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP1887.degrees latitude (g = 980.6199 gals.).
 DP1887
 DP1887.The modeled gravity was interpolated from observed gravity values.
 DP1887
 DP1887. The following values were computed from the NAD 83(2011) position.
 DP1887
 DP1887;                    North         East     Units Scale Factor Converg.
 DP1887;SPC MN S     -   326,970.040   856,380.546   MT  0.99996627   +0 30 05.7
 DP1887;SPC MN S     - 1,072,734.21  2,809,641.84   sFT  0.99996627   +0 30 05.7
 DP1887;UTM  15      - 4,987,484.582   477,600.811   MT  0.99960617   -0 12 04.5
 DP1887
 DP1887!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DP1887!SPC MN S     -   0.99996496  x   0.99996627  =   0.99993123
 DP1887!UTM  15      -   0.99996496  x   0.99960617  =   0.99957114
 DP1887
 DP1887:                Primary Azimuth Mark                     Grid Az
 DP1887:SPC MN S     -  2781 BV                                  354 47 41.6
 DP1887:UTM  15      -  2781 BV                                  355 29 51.8
 DP1887
 DP1887_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK7760087484(NAD 83)
 DP1887
 DP1887|---------------------------------------------------------------------|
 DP1887| PID    Reference Object                     Distance      Geod. Az  |
 DP1887|                                                           dddmmss.s |
 DP1887| DP1888 2781 BV                             APPROX. 1.5 KM 3551747.3 |
 DP1887|---------------------------------------------------------------------|
 DP1887
 DP1887                          SUPERSEDED SURVEY CONTROL
 DP1887
 DP1887  NAVD 88             250.68   (m)          822.4    (f) LEVELING    3  
 DP1887
 DP1887.Superseded values are not recommended for survey control.
 DP1887
 DP1887.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DP1887.See file dsdata.pdf to determine how the superseded data were derived.
 DP1887
 DP1887_MARKER: I = METAL ROD
 DP1887_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DP1887_STAMPING: 2781 BU 2013
 DP1887_MARK LOGO: MNDT
 DP1887_PROJECTION: RECESSED 5 CENTIMETERS
 DP1887_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DP1887_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DP1887_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP1887+SATELLITE: SATELLITE OBSERVATIONS - September 05, 2013
 DP1887_ROD/PIPE-DEPTH: 3.0 meters
 DP1887
 DP1887  HISTORY     - Date     Condition        Report By
 DP1887  HISTORY     - 20130905 MONUMENTED       MNDT
 DP1887
 DP1887                          STATION DESCRIPTION
 DP1887
 DP1887'DESCRIBED BY MN DEPT OF TRANSP 2013
 DP1887'IN MINNEAPOLIS, 0.2 MILE SOUTH ALONG INTERSTATE 94 FROM JUNCTION OF
 DP1887'INTERSTATE 94 AND 49TH AVENUE IN MINNEAPOLIS, AT INTERSTATE 94
 DP1887'MILEPOINT 226.7, 37.2 FEET EAST OF WESTBOUND INTERSTATE 94 FOG LINE,
 DP1887'17.1 FEET EAST OF EXIT RAMP FOR 49TH AVENUE/ 53RD AVENUE, 42.1 FEET
 DP1887'SOUTH OF LIGHT POLE NUMBER A8H 17, 10.6 FEET WEST OF RIGHT-OF-WAY
 DP1887'FENCE, 1.5 FEET WEST OF WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DP1888 ***********************************************************************
 DP1888  DESIGNATION -  2781 BV
 DP1888  PID         -  DP1888
 DP1888  STATE/COUNTY-  MN/HENNEPIN
 DP1888  COUNTRY     -  US
 DP1888  USGS QUAD   -  MINNEAPOLIS NORTH (2019)
 DP1888
 DP1888                         *CURRENT SURVEY CONTROL
 DP1888  ______________________________________________________________________
 DP1888* NAD 83(2011) POSITION- 45 03 13.43662(N) 093 17 09.38079(W)   ADJUSTED
 DP1888* NAD 83(2011) ELLIP HT-   224.245 (meters)        (02/18/14)   ADJUSTED
 DP1888* NAD 83(2011) EPOCH   -  2010.00
 DP1888* NAVD 88 ORTHO HEIGHT -   251.431 (meters)      824.90  (feet) ADJUSTED
 DP1888  ______________________________________________________________________
 DP1888  GEOID HEIGHT    -        -27.192 (meters)                     GEOID18
 DP1888  NAD 83(2011) X  -   -258,710.839 (meters)                     COMP
 DP1888  NAD 83(2011) Y  - -4,506,104.269 (meters)                     COMP
 DP1888  NAD 83(2011) Z  -  4,491,727.563 (meters)                     COMP
 DP1888  LAPLACE CORR    -         -1.48  (seconds)                    DEFLEC18
 DP1888  DYNAMIC HEIGHT  -        251.428 (meters)      824.89  (feet) COMP
 DP1888  MODELED GRAVITY -    980,597.6   (mgal)                       NAVD 88
 DP1888
 DP1888  VERT ORDER      -  SECOND    CLASS I
 DP1888
 DP1888  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DP1888  Standards:
 DP1888         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DP1888            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DP1888  -------------------------------------------------------------------
 DP1888  NETWORK    0.55   1.22           0.25   0.19   0.62     -0.14610696
 DP1888  -------------------------------------------------------------------
 DP1888  Click here for local accuracies and other accuracy information.
 DP1888
 DP1888.The horizontal coordinates were established by GPS observations
 DP1888.and adjusted by the MN DEPT OF TRANSP in February 2014.
 DP1888
 DP1888.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DP1888.been affixed to the stable North American tectonic plate. See 
 DP1888.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DP1888
 DP1888.The horizontal coordinates are valid at the epoch date displayed above
 DP1888.which is a decimal equivalence of Year/Month/Day.
 DP1888
 DP1888.The orthometric height was determined by differential leveling and
 DP1888.adjusted by the NATIONAL GEODETIC SURVEY
 DP1888.in September 2016.
 DP1888
 DP1888.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP1888.GEOID18 height accuracy estimate available here.
 DP1888
 DP1888.Click photographs - Photos may exist for this station.
 DP1888
 DP1888.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DP1888
 DP1888.The Laplace correction was computed from DEFLEC18 derived deflections.
 DP1888
 DP1888.The ellipsoidal height was determined by GPS observations
 DP1888.and is referenced to NAD 83.
 DP1888
 DP1888.The dynamic height is computed by dividing the NAVD 88
 DP1888.geopotential number by the normal gravity value computed on the
 DP1888.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP1888.degrees latitude (g = 980.6199 gals.).
 DP1888
 DP1888.The modeled gravity was interpolated from observed gravity values.
 DP1888
 DP1888. The following values were computed from the NAD 83(2011) position.
 DP1888
 DP1888;                    North         East     Units Scale Factor Converg.
 DP1888;SPC MN S     -   328,443.636   856,246.305   MT  0.99996848   +0 30 01.8
 DP1888;SPC MN S     - 1,077,568.83  2,809,201.42   sFT  0.99996848   +0 30 01.8
 DP1888;UTM  15      - 4,988,959.180   477,484.698   MT  0.99960623   -0 12 08.6
 DP1888
 DP1888!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DP1888!SPC MN S     -   0.99996484  x   0.99996848  =   0.99993332
 DP1888!UTM  15      -   0.99996484  x   0.99960623  =   0.99957109
 DP1888
 DP1888:                Primary Azimuth Mark                     Grid Az
 DP1888:SPC MN S     -  2781 BW                                  359 54 03.2
 DP1888:UTM  15      -  2781 BW                                  000 36 13.6
 DP1888
 DP1888_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK7748488959(NAD 83)
 DP1888
 DP1888|---------------------------------------------------------------------|
 DP1888| PID    Reference Object                     Distance      Geod. Az  |
 DP1888|                                                           dddmmss.s |
 DP1888| DP1889 2781 BW                             APPROX. 1.0 KM 0002405.0 |
 DP1888| DP1887 2781 BU                             APPROX. 1.5 KM 1751743.3 |
 DP1888|---------------------------------------------------------------------|
 DP1888
 DP1888                          SUPERSEDED SURVEY CONTROL
 DP1888
 DP1888  NAVD 88             251.43   (m)          824.9    (f) LEVELING    3  
 DP1888
 DP1888.Superseded values are not recommended for survey control.
 DP1888
 DP1888.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DP1888.See file dsdata.pdf to determine how the superseded data were derived.
 DP1888
 DP1888_MARKER: I = METAL ROD
 DP1888_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DP1888_STAMPING: 2781 BV 2013
 DP1888_MARK LOGO: MNDT
 DP1888_PROJECTION: RECESSED 5 CENTIMETERS
 DP1888_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DP1888_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DP1888_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP1888+SATELLITE: SATELLITE OBSERVATIONS - September 05, 2013
 DP1888_ROD/PIPE-DEPTH: 4.6 meters
 DP1888
 DP1888  HISTORY     - Date     Condition        Report By
 DP1888  HISTORY     - 20130905 MONUMENTED       MNDT
 DP1888
 DP1888                          STATION DESCRIPTION
 DP1888
 DP1888'DESCRIBED BY MN DEPT OF TRANSP 2013
 DP1888'IN BROOKLYN CENTER, 0.20 MILE NORTH ALONG INTERSTATE 94 FROM JUNCTION
 DP1888'OF INTERSTATE 94 AND 53RD AVENUE IN BROOKLYN CENTER, AT INTERSTATE 94
 DP1888'MILEPOINT 225.9, 22.7 FEET EAST OF WESTBOUND INTERSTATE 94 FOG LINE,
 DP1888'22.1 FEET WEST OF ENTRANCE RAMP FROM 53RD AVENUE TO WESTBOUND
 DP1888'INTERSTATE 94, 1.5 FEET WEST OF WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DP1889 ***********************************************************************
 DP1889  DESIGNATION -  2781 BW
 DP1889  PID         -  DP1889
 DP1889  STATE/COUNTY-  MN/HENNEPIN
 DP1889  COUNTRY     -  US
 DP1889  USGS QUAD   -  MINNEAPOLIS NORTH (2019)
 DP1889
 DP1889                         *CURRENT SURVEY CONTROL
 DP1889  ______________________________________________________________________
 DP1889* NAD 83(2011) POSITION- 45 03 47.11766(N) 093 17 09.04785(W)   ADJUSTED
 DP1889* NAD 83(2011) ELLIP HT-   227.567 (meters)        (02/18/14)   ADJUSTED
 DP1889* NAD 83(2011) EPOCH   -  2010.00
 DP1889* NAVD 88 ORTHO HEIGHT -   254.766 (meters)      835.84  (feet) ADJUSTED
 DP1889  ______________________________________________________________________
 DP1889  GEOID HEIGHT    -        -27.209 (meters)                     GEOID18
 DP1889  NAD 83(2011) X  -   -258,661.515 (meters)                     COMP
 DP1889  NAD 83(2011) Y  - -4,505,372.255 (meters)                     COMP
 DP1889  NAD 83(2011) Z  -  4,492,464.399 (meters)                     COMP
 DP1889  LAPLACE CORR    -         -1.06  (seconds)                    DEFLEC18
 DP1889  DYNAMIC HEIGHT  -        254.764 (meters)      835.84  (feet) COMP
 DP1889  MODELED GRAVITY -    980,599.3   (mgal)                       NAVD 88
 DP1889
 DP1889  VERT ORDER      -  SECOND    CLASS I
 DP1889
 DP1889  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DP1889  Standards:
 DP1889         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DP1889            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DP1889  -------------------------------------------------------------------
 DP1889  NETWORK    0.46   1.16           0.21   0.16   0.59     -0.09142930
 DP1889  -------------------------------------------------------------------
 DP1889  Click here for local accuracies and other accuracy information.
 DP1889
 DP1889.The horizontal coordinates were established by GPS observations
 DP1889.and adjusted by the MN DEPT OF TRANSP in February 2014.
 DP1889
 DP1889.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DP1889.been affixed to the stable North American tectonic plate. See 
 DP1889.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DP1889
 DP1889.The horizontal coordinates are valid at the epoch date displayed above
 DP1889.which is a decimal equivalence of Year/Month/Day.
 DP1889
 DP1889.The orthometric height was determined by differential leveling and
 DP1889.adjusted by the NATIONAL GEODETIC SURVEY
 DP1889.in September 2016.
 DP1889
 DP1889.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP1889.GEOID18 height accuracy estimate available here.
 DP1889
 DP1889.Click photographs - Photos may exist for this station.
 DP1889
 DP1889.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DP1889
 DP1889.The Laplace correction was computed from DEFLEC18 derived deflections.
 DP1889
 DP1889.The ellipsoidal height was determined by GPS observations
 DP1889.and is referenced to NAD 83.
 DP1889
 DP1889.The dynamic height is computed by dividing the NAVD 88
 DP1889.geopotential number by the normal gravity value computed on the
 DP1889.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP1889.degrees latitude (g = 980.6199 gals.).
 DP1889
 DP1889.The modeled gravity was interpolated from observed gravity values.
 DP1889
 DP1889. The following values were computed from the NAD 83(2011) position.
 DP1889
 DP1889;                    North         East     Units Scale Factor Converg.
 DP1889;SPC MN S     -   329,483.370   856,244.507   MT  0.99997007   +0 30 02.1
 DP1889;SPC MN S     - 1,080,980.02  2,809,195.52   sFT  0.99997007   +0 30 02.1
 DP1889;UTM  15      - 4,989,998.481   477,495.651   MT  0.99960623   -0 12 08.5
 DP1889
 DP1889!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DP1889!SPC MN S     -   0.99996432  x   0.99997007  =   0.99993439
 DP1889!UTM  15      -   0.99996432  x   0.99960623  =   0.99957057
 DP1889
 DP1889:                Primary Azimuth Mark                     Grid Az
 DP1889:SPC MN S     -  2781 BV                                  179 54 03.1
 DP1889:UTM  15      -  2781 BV                                  180 36 13.7
 DP1889
 DP1889_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK7749589998(NAD 83)
 DP1889
 DP1889|---------------------------------------------------------------------|
 DP1889| PID    Reference Object                     Distance      Geod. Az  |
 DP1889|                                                           dddmmss.s |
 DP1889| DP1888 2781 BV                             APPROX. 1.0 KM 1802405.2 |
 DP1889|---------------------------------------------------------------------|
 DP1889
 DP1889                          SUPERSEDED SURVEY CONTROL
 DP1889
 DP1889  NAVD 88             254.77   (m)          835.9    (f) LEVELING    3  
 DP1889
 DP1889.Superseded values are not recommended for survey control.
 DP1889
 DP1889.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DP1889.See file dsdata.pdf to determine how the superseded data were derived.
 DP1889
 DP1889_MARKER: I = METAL ROD
 DP1889_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DP1889_STAMPING: 2781 BW 2013
 DP1889_MARK LOGO: MNDT
 DP1889_PROJECTION: RECESSED 5 CENTIMETERS
 DP1889_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DP1889_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DP1889_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP1889+SATELLITE: SATELLITE OBSERVATIONS - September 05, 2013
 DP1889_ROD/PIPE-DEPTH: 7.6 meters
 DP1889
 DP1889  HISTORY     - Date     Condition        Report By
 DP1889  HISTORY     - 20130905 MONUMENTED       MNDT
 DP1889
 DP1889                          STATION DESCRIPTION
 DP1889
 DP1889'DESCRIBED BY MN DEPT OF TRANSP 2013
 DP1889'IN BROOKLYN CENTER, 0.85 MILE NORTH ALONG INTERSTATE 94 FROM JUNCTION
 DP1889'OF INTERSTATE 94 AND 53RD AVENUE IN BROOKLYN CENTER, AT INTERSTATE 94
 DP1889'MILEPOINT 225.25, 29.6 FEET EAST OF WESTBOUND INTERSTATE 94 FOG LINE,
 DP1889'2.5 FEET WEST OF RIGHT OF WAY FENCE, 1.5 FEET WEST OF WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 PP1006 ***********************************************************************
 PP1006  DESIGNATION -  2781 R 1
 PP1006  PID         -  PP1006
 PP1006  STATE/COUNTY-  MN/HENNEPIN
 PP1006  COUNTRY     -  US
 PP1006  USGS QUAD   -  MINNEAPOLIS SOUTH (2019)
 PP1006
 PP1006                         *CURRENT SURVEY CONTROL
 PP1006  ______________________________________________________________________
 PP1006* NAD 83(1986) POSITION- 44 58 30.09   (N) 093 17 07.86   (W)   HD_HELD1
 PP1006* NAVD 88 ORTHO HEIGHT -   264.707 (meters)      868.46  (feet) ADJUSTED
 PP1006  ______________________________________________________________________
 PP1006  GEOID HEIGHT    -        -27.125 (meters)                     GEOID18
 PP1006  DYNAMIC HEIGHT  -        264.700 (meters)      868.44  (feet) COMP
 PP1006  MODELED GRAVITY -    980,585.8   (mgal)                       NAVD 88
 PP1006
 PP1006  VERT ORDER      -  SECOND    CLASS I
 PP1006
 PP1006.The horizontal coordinates were determined by differentially corrected
 PP1006.hand held GPS observations or other comparable positioning techniques
 PP1006.and have an estimated accuracy of +/- 3 meters.
 PP1006
 PP1006.The orthometric height was determined by differential leveling and
 PP1006.adjusted by the NATIONAL GEODETIC SURVEY
 PP1006.in September 2016.
 PP1006
 PP1006.Significant digits in the geoid height do not necessarily reflect accuracy.
 PP1006.GEOID18 height accuracy estimate available here.
 PP1006
 PP1006.Click photographs - Photos may exist for this station.
 PP1006
 PP1006.The dynamic height is computed by dividing the NAVD 88
 PP1006.geopotential number by the normal gravity value computed on the
 PP1006.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP1006.degrees latitude (g = 980.6199 gals.).
 PP1006
 PP1006.The modeled gravity was interpolated from observed gravity values.
 PP1006
 PP1006;                    North         East    Units  Estimated Accuracy
 PP1006;SPC MN S     -   319,697.7     856,356.0     MT  (+/- 3 meters HH1 GPS) 
 PP1006
 PP1006_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK7748780215(NAD 83)
 PP1006
 PP1006                          SUPERSEDED SURVEY CONTROL
 PP1006
 PP1006  NAVD 88 (06/15/91)  264.711  (m)          868.47   (f) SUPERSEDED  2 0
 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
 PP1006.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PP1006.See file dsdata.pdf to determine how the superseded data were derived.
 PP1006
 PP1006_MARKER: DB = BENCH MARK DISK
 PP1006_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 PP1006_SP_SET: BRIDGE ABUTMENT
 PP1006_STAMPING: 2781 R 1 1969
 PP1006_MARK LOGO: MNHD
 PP1006_MAGNETIC: N = NO MAGNETIC MATERIAL
 PP1006_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PP1006_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 PP1006+SATELLITE: SATELLITE OBSERVATIONS - August 19, 2014
 PP1006
 PP1006  HISTORY     - Date     Condition        Report By
 PP1006  HISTORY     - 1969     MONUMENTED       MNHD
 PP1006  HISTORY     - 19930506 GOOD             MNDT
 PP1006  HISTORY     - 20070917 GOOD             MNDT
 PP1006  HISTORY     - 20140819 GOOD             MNDT
 PP1006
 PP1006                          STATION DESCRIPTION
 PP1006
 PP1006'DESCRIBED BY MN HIGHWAY DEPT 1969
 PP1006'IN MINNEAPOLIS.
 PP1006'STANDARD DISK IN THE SOUTHEAST CORNER OF BRIDGE NO. 27792 T.H. 12 OVER
 PP1006'I.R. 94 (HAWTHORNE INTERCHANGE) WEST OF DOWNTOWN MINNEAPOLIS.
 PP1006
 PP1006                          STATION RECOVERY (1993)
 PP1006
 PP1006'RECOVERY NOTE BY MN DEPT OF TRANSP 1993 (WAS)
 PP1006'RECOVERED AS DESCRIBED.
 PP1006
 PP1006                          STATION RECOVERY (2007)
 PP1006
 PP1006'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (WEF)
 PP1006'THE MARK IS LOCATED ABOUT 9.3 MI (15.0 KM) NORTH OF BLOOMINGTON, 7.5
 PP1006'MI (12.1 KM) SOUTH-SOUTHWEST OF NEW BRIGHTON AND 1.1 MI (1.8 KM)
 PP1006'WEST-SOUTHWEST OF MINNEAPOLIS.
 PP1006'
 PP1006'TO REACH TO THE MARK IN WEST PART OF DOWNTOWN MINNEAPOLIS, AT
 PP1006'HAWTHORNE INTERCHANGE, IN SOUTHEAST CORNER OF WESTBOUND INTERSTATE
 PP1006'HIGHWAY 394(TRUNK HIGHWAY 12) BRIDGE 27792 OVER INTERSTATE HIGHWAY 94
 PP1006'AND NORTH 16TH STREET.
 PP1006
 PP1006                          STATION RECOVERY (2014)
 PP1006
 PP1006'RECOVERY NOTE BY MN DEPT OF TRANSP 2014 (TME)
 PP1006'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 PP0935 ***********************************************************************
 PP0935  DESIGNATION -  2781 R 10
 PP0935  PID         -  PP0935
 PP0935  STATE/COUNTY-  MN/HENNEPIN
 PP0935  COUNTRY     -  US
 PP0935  USGS QUAD   -  MINNEAPOLIS SOUTH (2019)
 PP0935
 PP0935                         *CURRENT SURVEY CONTROL
 PP0935  ______________________________________________________________________
 PP0935* NAD 83(1986) POSITION- 44 58 16.6    (N) 093 17 46.7    (W)   HD_HELD2
 PP0935* NAVD 88 ORTHO HEIGHT -   253.234 (meters)      830.82  (feet) ADJUSTED
 PP0935  ______________________________________________________________________
 PP0935  GEOID HEIGHT    -        -27.108 (meters)                     GEOID18
 PP0935  DYNAMIC HEIGHT  -        253.227 (meters)      830.80  (feet) COMP
 PP0935  MODELED GRAVITY -    980,585.5   (mgal)                       NAVD 88
 PP0935
 PP0935  VERT ORDER      -  SECOND    CLASS II
 PP0935
 PP0935.The horizontal coordinates were established by autonomous hand held GPS
 PP0935.observations and have an estimated accuracy of +/- 10 meters.
 PP0935
 PP0935.The orthometric height was determined by differential leveling and
 PP0935.adjusted by the NATIONAL GEODETIC SURVEY
 PP0935.in June 1991.
 PP0935
 PP0935.Significant digits in the geoid height do not necessarily reflect accuracy.
 PP0935.GEOID18 height accuracy estimate available here.
 PP0935
 PP0935.Click photographs - Photos may exist for this station.
 PP0935
 PP0935.The dynamic height is computed by dividing the NAVD 88
 PP0935.geopotential number by the normal gravity value computed on the
 PP0935.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP0935.degrees latitude (g = 980.6199 gals.).
 PP0935
 PP0935.The modeled gravity was interpolated from observed gravity values.
 PP0935
 PP0935;                    North         East    Units  Estimated Accuracy
 PP0935;SPC MN S     -   319,274.      855,509.      MT  (+/- 10 meters HH2 GPS)
 PP0935
 PP0935_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK7663479802(NAD 83)
 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
 PP0935.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PP0935.See file dsdata.pdf to determine how the superseded data were derived.
 PP0935
 PP0935_MARKER: DB = BENCH MARK DISK
 PP0935_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 PP0935_SP_SET: BRIDGE ABUTMENT
 PP0935_STAMPING: 2781 R 10 1970
 PP0935_MARK LOGO: MNHD
 PP0935_MAGNETIC: N = NO MAGNETIC MATERIAL
 PP0935_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PP0935_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 PP0935+SATELLITE: SATELLITE OBSERVATIONS - June 09, 2014
 PP0935
 PP0935  HISTORY     - Date     Condition        Report By
 PP0935  HISTORY     - 19700401 MONUMENTED       MNHD
 PP0935  HISTORY     - 1988     GOOD             MNDT
 PP0935  HISTORY     - 19930506 GOOD             MNDT
 PP0935  HISTORY     - 20070718 GOOD             MNDT
 PP0935  HISTORY     - 20080522 GOOD             MNDT
 PP0935  HISTORY     - 20140609 GOOD             MNDT
 PP0935
 PP0935                          STATION DESCRIPTION
 PP0935
 PP0935'DESCRIBED BY MN HIGHWAY DEPT 1970
 PP0935'IN MINNEAPOLIS.
 PP0935'STD. DISK IN THE N.E. CORNER OF THE S.W. EXIT RAMP OF BRIDGE NO. 27831
 PP0935'IN THE CENTER OF SECTION 28 T.H. 12 EASTBOUND EXIT TO WAYZATA BLVD.
 PP0935'SECTION 28, T 29N, R 24W.
 PP0935
 PP0935                          STATION RECOVERY (1988)
 PP0935
 PP0935'RECOVERY NOTE BY MN DEPT OF TRANSP 1988 (EGS)
 PP0935'MARK WAS RECOVERED AS DESCRIBED.  BRIDGE 27831 WAS BUILT IN 1967. MARK
 PP0935'WAS SET IN BRIDGE WHEN BUILT IN 1967, THEN STAMPED WHEN USED IN 1970.
 PP0935
 PP0935                          STATION RECOVERY (1993)
 PP0935
 PP0935'RECOVERY NOTE BY MN DEPT OF TRANSP 1993 (WAS)
 PP0935'RECOVERED AS DESCRIBED.
 PP0935
 PP0935                          STATION RECOVERY (2007)
 PP0935
 PP0935'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (BLB)
 PP0935'THE MARK IS LOCATED ABOUT 8.8 MI (14.2 KM) EAST-NORTHEAST OF HOPKINS,
 PP0935'8.0 MI (12.9 KM) SOUTHWEST OF NEW BRIGHTON AND 1.7 MI (2.7 KM)
 PP0935'WEST-SOUTHWEST OF MINNEAPOLIS.
 PP0935'
 PP0935'TO REACH TO THE MARK AT MINNEAPOLIS, IN NORTHEAST CORNER OF EXIT RAMP
 PP0935'EASTBOUND INTERSTATE HIGHWAY 394 BRIDGE 27831 TO DUNWOODY BOULEVARD.
 PP0935
 PP0935                          STATION RECOVERY (2008)
 PP0935
 PP0935'RECOVERY NOTE BY MN DEPT OF TRANSP 2008 (VWC)
 PP0935'THE STATION IS LOCATED ABOUT 8.8 MI (14.2 KM) EAST-NORTHEAST OF
 PP0935'HOPKINS, 8.0 MI (12.9 KM) SOUTHWEST OF NEW BRIGHTON AND 1.7 MI (2.7
 PP0935'KM) WEST-SOUTHWEST OF MINNEAPOLIS.
 PP0935'
 PP0935'TO REACH TO THE MARK AT MINNEAPOLIS, IN NORTHEAST CORNER OF EXIT RAMP
 PP0935'EASTBOUND INTERSTATE HIGHWAY 394 BRIDGE 27831 TO DUNWOODY BOULEVARD.
 PP0935
 PP0935                          STATION RECOVERY (2014)
 PP0935
 PP0935'RECOVERY NOTE BY MN DEPT OF TRANSP 2014 (DAS)
 PP0935'IN MINNEAPOLIS, IN BRIDGE ABUTMENT IN NORTHEAST CORNER OF EXIT RAMP
 PP0935'EASTBOUND INTERSTATE HIGHWAY 394 BRIDGE NUMBER 27831 TO DUNWOODY
 PP0935'BOULEVARD.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 PP0937 ***********************************************************************
 PP0937  DESIGNATION -  2781 R 12
 PP0937  PID         -  PP0937
 PP0937  STATE/COUNTY-  MN/HENNEPIN
 PP0937  COUNTRY     -  US
 PP0937  USGS QUAD   -  MINNEAPOLIS SOUTH (2019)
 PP0937
 PP0937                         *CURRENT SURVEY CONTROL
 PP0937  ______________________________________________________________________
 PP0937* NAD 83(1986) POSITION- 44 58 12.70   (N) 093 17 59.67   (W)   HD_HELD1
 PP0937* NAVD 88 ORTHO HEIGHT -   258.397 (meters)      847.76  (feet) ADJUSTED
 PP0937  ______________________________________________________________________
 PP0937  GEOID HEIGHT    -        -27.103 (meters)                     GEOID18
 PP0937  DYNAMIC HEIGHT  -        258.391 (meters)      847.74  (feet) COMP
 PP0937  MODELED GRAVITY -    980,585.4   (mgal)                       NAVD 88
 PP0937
 PP0937  VERT ORDER      -  SECOND    CLASS I
 PP0937
 PP0937.The horizontal coordinates were determined by differentially corrected
 PP0937.hand held GPS observations or other comparable positioning techniques
 PP0937.and have an estimated accuracy of +/- 3 meters.
 PP0937
 PP0937.The orthometric height was determined by differential leveling and
 PP0937.adjusted by the NATIONAL GEODETIC SURVEY
 PP0937.in September 2016.
 PP0937
 PP0937.Significant digits in the geoid height do not necessarily reflect accuracy.
 PP0937.GEOID18 height accuracy estimate available here.
 PP0937
 PP0937.Click photographs - Photos may exist for this station.
 PP0937
 PP0937.The dynamic height is computed by dividing the NAVD 88
 PP0937.geopotential number by the normal gravity value computed on the
 PP0937.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP0937.degrees latitude (g = 980.6199 gals.).
 PP0937
 PP0937.The modeled gravity was interpolated from observed gravity values.
 PP0937
 PP0937;                    North         East    Units  Estimated Accuracy
 PP0937;SPC MN S     -   319,151.1     855,225.5     MT  (+/- 3 meters HH1 GPS) 
 PP0937
 PP0937_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK7635079683(NAD 83)
 PP0937
 PP0937                          SUPERSEDED SURVEY CONTROL
 PP0937
 PP0937  NAVD 88 (06/15/91)  258.543  (m)          848.24   (f) SUPERSEDED  2 1
 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
 PP0937.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PP0937.See file dsdata.pdf to determine how the superseded data were derived.
 PP0937
 PP0937_MARKER: DV = VERTICAL CONTROL DISK
 PP0937_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 PP0937_SP_SET: BRIDGE ABUTMENT
 PP0937_STAMPING: UNSTAMPED
 PP0937_MARK LOGO: MNHD
 PP0937_MAGNETIC: N = NO MAGNETIC MATERIAL
 PP0937_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PP0937_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 PP0937+SATELLITE: SATELLITE OBSERVATIONS - June 10, 2014
 PP0937
 PP0937  HISTORY     - Date     Condition        Report By
 PP0937  HISTORY     - 1970     MONUMENTED       MNHD
 PP0937  HISTORY     - 1988     GOOD             MNDT
 PP0937  HISTORY     - 20070718 GOOD             MNDT
 PP0937  HISTORY     - 20140610 GOOD             MNDT
 PP0937
 PP0937                          STATION DESCRIPTION
 PP0937
 PP0937'DESCRIBED BY MN HIGHWAY DEPT 1970
 PP0937'IN MINNEAPOLIS.
 PP0937'STD. DISK IN THE NW CORNER OF BRIDGE NO. 27831 IN THE CENTER OF
 PP0937'SECTION 28 T.H. 12 OVER WAYZATA BLVD.  SECTION 28, T 29N, R 24W.
 PP0937
 PP0937                          STATION RECOVERY (1988)
 PP0937
 PP0937'RECOVERY NOTE BY MN DEPT OF TRANSP 1988 (EGS)
 PP0937'THE MARK AS DESCRIBED BY MNHD IN JUNE 1970 WAS FOUND IN GOOD CONDITION
 PP0937'BY E.G. STRASSBURG (MNDT DISTRICT 5 FIELD CREW CHIEF) ON OCTOBER 6,
 PP0937'1988.
 PP0937
 PP0937                          STATION RECOVERY (2007)
 PP0937
 PP0937'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (BLB)
 PP0937'THE MARK IS LOCATED ABOUT 8.6 MI (13.8 KM) EAST-NORTHEAST OF HOPKINS,
 PP0937'8.2 MI (13.2 KM) SOUTHWEST OF NEW BRIGHTON AND 1.9 MI (3.1 KM)
 PP0937'WEST-SOUTHWEST OF MINNEAPOLIS.
 PP0937'
 PP0937'TO REACH TO THE MARK AT MINNEAPOLIS, IN NORTHWEST CORNER OF TRUNK
 PP0937'HIGHWAY 12 BRIDGE 27831 OVER WAYZATA BOULEVARD, IN 1993 DISTRICT 5
 PP0937'SURVEYS FOUND STATION WITH THE DISK UNSTAMPED.
 PP0937
 PP0937                          STATION RECOVERY (2014)
 PP0937
 PP0937'RECOVERY NOTE BY MN DEPT OF TRANSP 2014 (DAS)
 PP0937'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 PP1007 ***********************************************************************
 PP1007  DESIGNATION -  2781 R 2
 PP1007  PID         -  PP1007
 PP1007  STATE/COUNTY-  MN/HENNEPIN
 PP1007  COUNTRY     -  US
 PP1007  USGS QUAD   -  MINNEAPOLIS SOUTH (2019)
 PP1007
 PP1007                         *CURRENT SURVEY CONTROL
 PP1007  ______________________________________________________________________
 PP1007* NAD 83(1996) POSITION- 44 58 30.73061(N) 093 17 17.63452(W)   ADJUSTED
 PP1007* NAVD 88 ORTHO HEIGHT -   261.854 (meters)      859.10  (feet) ADJUSTED
 PP1007  ______________________________________________________________________
 PP1007  GEOID HEIGHT    -        -27.121 (meters)                     GEOID18
 PP1007  LAPLACE CORR    -         -3.49  (seconds)                    DEFLEC18
 PP1007  DYNAMIC HEIGHT  -        261.848 (meters)      859.08  (feet) COMP
 PP1007  MODELED GRAVITY -    980,585.8   (mgal)                       NAVD 88
 PP1007
 PP1007  HORZ ORDER      -  SECOND
 PP1007  VERT ORDER      -  SECOND    CLASS I
 PP1007
 PP1007.The horizontal coordinates were established by classical geodetic methods
 PP1007.and adjusted by the National Geodetic Survey in March 1999.
 PP1007
 PP1007.The orthometric height was determined by differential leveling and
 PP1007.adjusted by the NATIONAL GEODETIC SURVEY
 PP1007.in September 2016.
 PP1007
 PP1007.Significant digits in the geoid height do not necessarily reflect accuracy.
 PP1007.GEOID18 height accuracy estimate available here.
 PP1007
 PP1007.Click photographs - Photos may exist for this station.
 PP1007
 PP1007.The Laplace correction was computed from DEFLEC18 derived deflections.
 PP1007
 PP1007.The dynamic height is computed by dividing the NAVD 88
 PP1007.geopotential number by the normal gravity value computed on the
 PP1007.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP1007.degrees latitude (g = 980.6199 gals.).
 PP1007
 PP1007.The modeled gravity was interpolated from observed gravity values.
 PP1007
 PP1007. The following values were computed from the NAD 83(1996) position.
 PP1007
 PP1007;                    North         East     Units Scale Factor Converg.
 PP1007;SPC MN S     -   319,715.582   856,141.702   MT  0.99995619   +0 29 56.0
 PP1007;SPC MN S     - 1,048,933.54  2,808,858.23   sFT  0.99995619   +0 29 56.0
 PP1007;UTM  15      - 4,980,236.172   477,273.128   MT  0.99960635   -0 12 13.4
 PP1007
 PP1007!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PP1007!SPC MN S     -   0.99996320  x   0.99995619  =   0.99991939
 PP1007!UTM  15      -   0.99996320  x   0.99960635  =   0.99956956
 PP1007
 PP1007_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK7727380236(NAD 83)
 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  NAVD 88 (06/15/91)  261.852  (m)          859.09   (f) SUPERSEDED  2 0
 PP1007  NGVD 29 (??/??/92)  261.797  (m)          858.91   (f) ADJ UNCH    2 0
 PP1007  NGVD 29             261.80   (m)          858.9    (f) LEVELING    3  
 PP1007
 PP1007.Superseded values are not recommended for survey control.
 PP1007
 PP1007.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PP1007.See file dsdata.pdf to determine how the superseded data were derived.
 PP1007
 PP1007_MARKER: DB = BENCH MARK DISK
 PP1007_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 PP1007_SP_SET: BRIDGE ABUTMENT
 PP1007_STAMPING: 2781 R 2 1969
 PP1007_MARK LOGO: MNHD
 PP1007_MAGNETIC: N = NO MAGNETIC MATERIAL
 PP1007_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PP1007_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 PP1007+SATELLITE: SATELLITE OBSERVATIONS - August 19, 2014
 PP1007
 PP1007  HISTORY     - Date     Condition        Report By
 PP1007  HISTORY     - 19690401 MONUMENTED       MNHD
 PP1007  HISTORY     - 1970     GOOD             NGS
 PP1007  HISTORY     - 1974     GOOD             MNHD
 PP1007  HISTORY     - 20070919 GOOD             MNDT
 PP1007  HISTORY     - 20130808 GOOD             MNDT
 PP1007  HISTORY     - 20140819 GOOD             MNDT
 PP1007
 PP1007                          STATION DESCRIPTION
 PP1007
 PP1007'DESCRIBED BY MN HIGHWAY DEPT 1969
 PP1007'IN MINNEAPOLIS.
 PP1007'STANDARD DISK IN NORTHWEST CORNER BRIDGE NO. 27792 T.H. 12 OVER I.R.
 PP1007'94 (HAWTHRONE INTERCHANGE) WEST OF DOWNTOWN MINNEAPOLIS.
 PP1007
 PP1007                          STATION RECOVERY (1970)
 PP1007
 PP1007'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970
 PP1007'RECOVERED IN GOOD CONDITION.
 PP1007
 PP1007                          STATION RECOVERY (1974)
 PP1007
 PP1007'RECOVERY NOTE BY MN HIGHWAY DEPT 1974 (DKH)
 PP1007'THE STATION IS LOCATED IN THE CITY OF MINNEAPOLIS.
 PP1007'
 PP1007'MARK, A STANDARD MHD BENCH MARK DISK STAMPED, 2781 R2 1969, IS SET IN
 PP1007'THE NORTHWEST CORNER OF BRIDGE NO. 27792 (T.H. 12 OVER I-94).
 PP1007'
 PP1007'NEAREST TOWN--MINNEAPOLIS.
 PP1007
 PP1007                          STATION RECOVERY (2007)
 PP1007
 PP1007'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (WEF)
 PP1007'THE MARK IS LOCATED ABOUT 9.2 MI (14.8 KM) EAST-NORTHEAST OF HOPKINS,
 PP1007'7.6 MI (12.2 KM) SOUTHWEST OF NEW BRIGHTON AND 1.2 MI (1.9 KM)
 PP1007'WEST-SOUTHWEST OF MINNEAPOLIS.
 PP1007'
 PP1007'TO REACH TO THE MARK IN MINNEAPOLIS, GO 0.1 MI (0.2 KM) WEST ALONG
 PP1007'INTERSTATE HIGHWAY 394 FROM THE JUNCTION OF INTERSTATE HIGHWAY 394 AND
 PP1007'LINDEN AVENUE IN MINNEAPOLIS, IN NORTHWEST CORNER OF INTERSTATE
 PP1007'HIGHWAY 394 (TRUNK HIGHWAY 12) BRIDGE 27792 OVER INTERSTATE HIGHWAY 94
 PP1007'(HAWTHORNE INTERCHANGE), IN NORTHWEST BRIDGE ABUTMENT IN CAR POOL LANE
 PP1007'OF WESTBOUND INTERSTATE HIGHWAY 394.
 PP1007
 PP1007                          STATION RECOVERY (2013)
 PP1007
 PP1007'RECOVERY NOTE BY MN DEPT OF TRANSP 2013 (KMS)
 PP1007'IN MINNEAPOLIS, IN NORTHWEST CORNER BRIDGE ABUTMENT OF INTERSTATE
 PP1007'HIGHWAY 394/ TRUNK HIGHWAY 12 BRIDGE NUMBER 27792 OVER INTERSTATE
 PP1007'HIGHWAY 94 (HAWTHORNE INTERCHANGE), AT JUNCTION OF INTERSTATE HIGHWAY
 PP1007'394 AND WEST LYNDALE AVENUE NORTH.
 PP1007
 PP1007                          STATION RECOVERY (2014)
 PP1007
 PP1007'RECOVERY NOTE BY MN DEPT OF TRANSP 2014 (TME)
 PP1007'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 PP1008 ***********************************************************************
 PP1008  DESIGNATION -  2781 R 3
 PP1008  PID         -  PP1008
 PP1008  STATE/COUNTY-  MN/HENNEPIN
 PP1008  COUNTRY     -  US
 PP1008  USGS QUAD   -  MINNEAPOLIS SOUTH (2019)
 PP1008
 PP1008                         *CURRENT SURVEY CONTROL
 PP1008  ______________________________________________________________________
 PP1008* NAD 83(1986) POSITION- 44 58 32.57   (N) 093 17 13.59   (W)   HD_HELD1
 PP1008* NAVD 88 ORTHO HEIGHT -   261.375 (meters)      857.53  (feet) ADJUSTED
 PP1008  ______________________________________________________________________
 PP1008  GEOID HEIGHT    -        -27.123 (meters)                     GEOID18
 PP1008  DYNAMIC HEIGHT  -        261.369 (meters)      857.51  (feet) COMP
 PP1008  MODELED GRAVITY -    980,585.7   (mgal)                       NAVD 88
 PP1008
 PP1008  VERT ORDER      -  SECOND    CLASS I
 PP1008
 PP1008.The horizontal coordinates were determined by differentially corrected
 PP1008.hand held GPS observations or other comparable positioning techniques
 PP1008.and have an estimated accuracy of +/- 3 meters.
 PP1008
 PP1008.The orthometric height was determined by differential leveling and
 PP1008.adjusted by the NATIONAL GEODETIC SURVEY
 PP1008.in June 1991.
 PP1008
 PP1008.Significant digits in the geoid height do not necessarily reflect accuracy.
 PP1008.GEOID18 height accuracy estimate available here.
 PP1008
 PP1008.Click photographs - Photos may exist for this station.
 PP1008
 PP1008.The dynamic height is computed by dividing the NAVD 88
 PP1008.geopotential number by the normal gravity value computed on the
 PP1008.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP1008.degrees latitude (g = 980.6199 gals.).
 PP1008
 PP1008.The modeled gravity was interpolated from observed gravity values.
 PP1008
 PP1008;                    North         East    Units  Estimated Accuracy
 PP1008;SPC MN S     -   319,773.1     856,229.8     MT  (+/- 3 meters HH1 GPS) 
 PP1008
 PP1008_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK7736180292(NAD 83)
 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
 PP1008.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PP1008.See file dsdata.pdf to determine how the superseded data were derived.
 PP1008
 PP1008_MARKER: DB = BENCH MARK DISK
 PP1008_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 PP1008_SP_SET: BRIDGE ABUTMENT
 PP1008_STAMPING: 2781 R 3
 PP1008_MARK LOGO: MNHD
 PP1008_MAGNETIC: N = NO MAGNETIC MATERIAL
 PP1008_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PP1008_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 PP1008+SATELLITE: SATELLITE OBSERVATIONS - August 19, 2014
 PP1008
 PP1008  HISTORY     - Date     Condition        Report By
 PP1008  HISTORY     - 19690401 MONUMENTED       MNHD
 PP1008  HISTORY     - 1969     GOOD             MNDT
 PP1008  HISTORY     - 20051122 GOOD             MNDT
 PP1008  HISTORY     - 20070919 GOOD             MNDT
 PP1008  HISTORY     - 20130808 GOOD             MNDT
 PP1008  HISTORY     - 20140819 GOOD             MNDT
 PP1008
 PP1008                          STATION DESCRIPTION
 PP1008
 PP1008'DESCRIBED BY MN DEPT OF TRANSP 1969
 PP1008'IN MINNEAPOLIS.
 PP1008'STANDARD DISK IN SOUTHEAST CORNER OF BRIDGE NO. 27793 I.R. 94
 PP1008'NORTHBOUND EXIT TO WESTBOUND T.H. 12 (HAWTHORNE INTERCHANGE).
 PP1008
 PP1008                          STATION RECOVERY (2005)
 PP1008
 PP1008'RECOVERY NOTE BY MN DEPT OF TRANSP 2005 (GWO)
 PP1008'IN WEST PART OF DOWNTOWN MINNEAPOLIS, AT HAWTHORNE INTERCHANGE, IN
 PP1008'SOUTHEAST CORNER OF NORTHBOUND INTERSTATE HIGHWAY 94 EXIT TO WESTBOUND
 PP1008'TRUNK HIGHWAY 12 BRIDGE 27793 OVER TRUNK HIGHWAY 12.
 PP1008
 PP1008                          STATION RECOVERY (2007)
 PP1008
 PP1008'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (WEF)
 PP1008'THE MARK IS LOCATED ABOUT 9.3 MI (15.0 KM) EAST-NORTHEAST OF HOPKINS,
 PP1008'7.5 MI (12.1 KM) SOUTHWEST OF NEW BRIGHTON AND 1.2 MI (1.9 KM)
 PP1008'WEST-SOUTHWEST OF MINNEAPOLIS.
 PP1008'
 PP1008'TO REACH TO THE MARK IN WEST PART OF DOWNTOWN MINNEAPOLIS, AT
 PP1008'HAWTHORNE INTERCHANGE, IN SOUTHEAST CORNER OF NORTHBOUND INTERSTATE
 PP1008'HIGHWAY 94 EXIT TO WESTBOUND INTERSTATE HIGHWAY 394 (TRUNK HIGHWAY 12)
 PP1008'BRIDGE 27793 OVER INTERSTATE HIGHWAY 94.
 PP1008
 PP1008                          STATION RECOVERY (2013)
 PP1008
 PP1008'RECOVERY NOTE BY MN DEPT OF TRANSP 2013 (KMS)
 PP1008'IN WEST PART OF DOWNTOWN MINNEAPOLIS, IN BRIDGE ABUTMENT IN SOUTHEAST
 PP1008'CORNER OF NORTHBOUND INTERSTATE HIGHWAY 94 EXIT TO WESTBOUND
 PP1008'INTERSTATE HIGHWAY 394/ TRUNK HIGHWAY 12 BRIDGE NUMBER 27793 OVER
 PP1008'INTERSTATE HIGHWAY 94, AT HAWTHORNE INTERCHANGE.
 PP1008
 PP1008                          STATION RECOVERY (2014)
 PP1008
 PP1008'RECOVERY NOTE BY MN DEPT OF TRANSP 2014 (TME)
 PP1008'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 PP0931 ***********************************************************************
 PP0931  DESIGNATION -  2781 R 6
 PP0931  PID         -  PP0931
 PP0931  STATE/COUNTY-  MN/HENNEPIN
 PP0931  COUNTRY     -  US
 PP0931  USGS QUAD   -  MINNEAPOLIS SOUTH (2019)
 PP0931
 PP0931                         *CURRENT SURVEY CONTROL
 PP0931  ______________________________________________________________________
 PP0931* NAD 83(1986) POSITION- 44 58 26.95   (N) 093 17 23.70   (W)   HD_HELD1
 PP0931* NAVD 88 ORTHO HEIGHT -   259.143 (meters)      850.21  (feet) ADJUSTED
 PP0931  ______________________________________________________________________
 PP0931  GEOID HEIGHT    -        -27.119 (meters)                     GEOID18
 PP0931  DYNAMIC HEIGHT  -        259.137 (meters)      850.19  (feet) COMP
 PP0931  MODELED GRAVITY -    980,585.8   (mgal)                       NAVD 88
 PP0931
 PP0931  VERT ORDER      -  SECOND    CLASS I
 PP0931
 PP0931.The horizontal coordinates were determined by differentially corrected
 PP0931.hand held GPS observations or other comparable positioning techniques
 PP0931.and have an estimated accuracy of +/- 3 meters.
 PP0931
 PP0931.The orthometric height was determined by differential leveling and
 PP0931.adjusted by the NATIONAL GEODETIC SURVEY
 PP0931.in June 1991.
 PP0931
 PP0931.Significant digits in the geoid height do not necessarily reflect accuracy.
 PP0931.GEOID18 height accuracy estimate available here.
 PP0931
 PP0931.Click photographs - Photos may exist for this station.
 PP0931
 PP0931.The dynamic height is computed by dividing the NAVD 88
 PP0931.geopotential number by the normal gravity value computed on the
 PP0931.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP0931.degrees latitude (g = 980.6199 gals.).
 PP0931
 PP0931.The modeled gravity was interpolated from observed gravity values.
 PP0931
 PP0931;                    North         East    Units  Estimated Accuracy
 PP0931;SPC MN S     -   319,597.7     856,009.8     MT  (+/- 3 meters HH1 GPS) 
 PP0931
 PP0931_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK7713980119(NAD 83)
 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
 PP0931.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PP0931.See file dsdata.pdf to determine how the superseded data were derived.
 PP0931
 PP0931_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 PP0931_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 PP0931_SP_SET: BRIDGE ABUTMENT
 PP0931_STAMPING: UNSTAMPED
 PP0931_MARK LOGO: MNHD
 PP0931_MAGNETIC: N = NO MAGNETIC MATERIAL
 PP0931_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PP0931_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 PP0931+SATELLITE: SATELLITE OBSERVATIONS - September 19, 2007
 PP0931
 PP0931  HISTORY     - Date     Condition        Report By
 PP0931  HISTORY     - 1970     MONUMENTED       MNHD
 PP0931  HISTORY     - 1970     GOOD             MNDT
 PP0931  HISTORY     - 20051122 GOOD             MNDT
 PP0931  HISTORY     - 20070919 GOOD             MNDT
 PP0931
 PP0931                          STATION DESCRIPTION
 PP0931
 PP0931'DESCRIBED BY MN DEPT OF TRANSP 1970
 PP0931'IN MINNEAPOLIS.
 PP0931'BRASS PLUG IN THE S.E. CORNER OF THE S.E. EXIT RAMP OF BRIDGE NO.
 PP0931'27831 T.H. 12 E.B. EXIT OFF LONG BRIDGE TO SOUTHBOUND FAI 94. SECTION
 PP0931'28, T 29N, R 24W.
 PP0931
 PP0931                          STATION RECOVERY (2005)
 PP0931
 PP0931'RECOVERY NOTE BY MN DEPT OF TRANSP 2005 (GWO)
 PP0931'RECOVERED AS DESCRIBED.
 PP0931
 PP0931                          STATION RECOVERY (2007)
 PP0931
 PP0931'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (WEF)
 PP0931'THE MARK IS LOCATED ABOUT 9.1 MI (14.6 KM) EAST-NORTHEAST OF HOPKINS,
 PP0931'7.7 MI (12.4 KM) SOUTHWEST OF NEW BRIGHTON AND 1.3 MI (2.1 KM)
 PP0931'WEST-SOUTHWEST OF MINNEAPOLIS.
 PP0931'
 PP0931'TO REACH TO THE MARK IN WEST CENTER PART OF MINNEAPOLIS, IN SOUTHEAST
 PP0931'CORNER OF EASTBOUND INTERSTATE HIGHWAY 394 EXIT BRIDGE 27831 (DUNWOODY
 PP0931'SKYWAY) TO EAST AND WESTBOUND INTERSTATE HIGHWAY 94, 400 FT (121.9 M)
 PP0931'NORTHWEST OF THE NORTHEAST CORNER OF DUNWOODY INSTITUTE, 50.0 FT (15.2
 PP0931'M) SOUTH OF EAST INTERSTATE HIGHWAY 94 SPEED LIMIT SIGN AND INTERSTATE
 PP0931'HIGHWAY 94 WEST SIGN.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 PP0932 ***********************************************************************
 PP0932  DESIGNATION -  2781 R 7
 PP0932  PID         -  PP0932
 PP0932  STATE/COUNTY-  MN/HENNEPIN
 PP0932  COUNTRY     -  US
 PP0932  USGS QUAD   -  MINNEAPOLIS SOUTH (2019)
 PP0932
 PP0932                         *CURRENT SURVEY CONTROL
 PP0932  ______________________________________________________________________
 PP0932* NAD 83(1986) POSITION- 44 58 28.75   (N) 093 17 29.29   (W)   HD_HELD1
 PP0932* NAVD 88 ORTHO HEIGHT -   258.042 (meters)      846.59  (feet) ADJUSTED
 PP0932  ______________________________________________________________________
 PP0932  GEOID HEIGHT    -        -27.117 (meters)                     GEOID18
 PP0932  DYNAMIC HEIGHT  -        258.036 (meters)      846.57  (feet) COMP
 PP0932  MODELED GRAVITY -    980,585.9   (mgal)                       NAVD 88
 PP0932
 PP0932  VERT ORDER      -  SECOND    CLASS I
 PP0932
 PP0932.The horizontal coordinates were determined by differentially corrected
 PP0932.hand held GPS observations or other comparable positioning techniques
 PP0932.and have an estimated accuracy of +/- 3 meters.
 PP0932
 PP0932.The orthometric height was determined by differential leveling and
 PP0932.adjusted by the NATIONAL GEODETIC SURVEY
 PP0932.in May 2010.
 PP0932
 PP0932.Significant digits in the geoid height do not necessarily reflect accuracy.
 PP0932.GEOID18 height accuracy estimate available here.
 PP0932
 PP0932.Click photographs - Photos may exist for this station.
 PP0932
 PP0932.The dynamic height is computed by dividing the NAVD 88
 PP0932.geopotential number by the normal gravity value computed on the
 PP0932.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP0932.degrees latitude (g = 980.6199 gals.).
 PP0932
 PP0932.The modeled gravity was interpolated from observed gravity values.
 PP0932
 PP0932;                    North         East    Units  Estimated Accuracy
 PP0932;SPC MN S     -   319,652.2     855,886.9     MT  (+/- 3 meters HH1 GPS) 
 PP0932
 PP0932_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK7701780175(NAD 83)
 PP0932
 PP0932                          SUPERSEDED SURVEY CONTROL
 PP0932
 PP0932  NAVD 88 (06/15/91)  258.041  (m)          846.59   (f) SUPERSEDED  2 0
 PP0932  NGVD 29 (??/??/92)  257.986  (m)          846.41   (f) ADJ UNCH    2 0
 PP0932
 PP0932.Superseded values are not recommended for survey control.
 PP0932
 PP0932.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PP0932.See file dsdata.pdf to determine how the superseded data were derived.
 PP0932
 PP0932_MARKER: DB = BENCH MARK DISK
 PP0932_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 PP0932_SP_SET: BRIDGE ABUTMENT
 PP0932_STAMPING: 2781 R 7 1970
 PP0932_MARK LOGO: MNHD
 PP0932_MAGNETIC: N = NO MAGNETIC MATERIAL
 PP0932_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PP0932_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 PP0932+SATELLITE: SATELLITE OBSERVATIONS - June 10, 2014
 PP0932
 PP0932  HISTORY     - Date     Condition        Report By
 PP0932  HISTORY     - 1970     MONUMENTED       MNHD
 PP0932  HISTORY     - 1988     GOOD             MNDT
 PP0932  HISTORY     - 20051123 GOOD             MNDT
 PP0932  HISTORY     - 20070919 GOOD             MNDT
 PP0932  HISTORY     - 20140610 GOOD             MNDT
 PP0932
 PP0932                          STATION DESCRIPTION
 PP0932
 PP0932'DESCRIBED BY MN HIGHWAY DEPT 1970
 PP0932'IN MINNEAPOLIS.
 PP0932'STD. DISK IN THE N.E. CORNER OF BRIDGE NO. 27831 IN THE N.E. 1/4 OF
 PP0932'SECTION 28 T.H. 12 OVER WAYZATA BLVD.  SECTION 28, T 29N, R 24W.
 PP0932
 PP0932                          STATION RECOVERY (1988)
 PP0932
 PP0932'RECOVERY NOTE BY MN DEPT OF TRANSP 1988 (EGS)
 PP0932'RECOVERED AS DESCRIBED.
 PP0932
 PP0932                          STATION RECOVERY (2005)
 PP0932
 PP0932'RECOVERY NOTE BY MN DEPT OF TRANSP 2005 (GWO)
 PP0932'AT MINNEAPOLIS, IN NORTHEAST CORNER OF WESTBOUND INTERSTATE HIGHWAY
 PP0932'394 BRIDGE 27831 OVER DUNWOODY BOULEVARD, 0.1 MI (0.2 KM) NORTHWEST OF
 PP0932'THE NORTHWEST CORNER OF DUNWOODY INSTITUTE.
 PP0932
 PP0932                          STATION RECOVERY (2007)
 PP0932
 PP0932'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (WEF)
 PP0932'THE MARK IS LOCATED ABOUT 9.1 MI (14.6 KM) EAST-NORTHEAST OF HOPKINS,
 PP0932'7.7 MI (12.4 KM) SOUTHWEST OF NEW BRIGHTON AND 1.4 MI (2.3 KM)
 PP0932'WEST-SOUTHWEST OF MINNEAPOLIS.
 PP0932'
 PP0932'TO REACH TO THE MARK AT MINNEAPOLIS, IN NORTHEAST CORNER OF WESTBOUND
 PP0932'INTERSTATE HIGHWAY 394 BRIDGE 27831 OVER DUNWOODY BOULEVARD, 0.1 MI
 PP0932'(0.2 KM) NORTHWEST OF THE NORTHWEST CORNER OF DUNWOODY INSTITUTE.
 PP0932
 PP0932                          STATION RECOVERY (2014)
 PP0932
 PP0932'RECOVERY NOTE BY MN DEPT OF TRANSP 2014 (DAS)
 PP0932'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 PP1011 ***********************************************************************
 PP1011  DESIGNATION -  2781 S
 PP1011  PID         -  PP1011
 PP1011  STATE/COUNTY-  MN/HENNEPIN
 PP1011  COUNTRY     -  US
 PP1011  USGS QUAD   -  MINNEAPOLIS SOUTH (2019)
 PP1011
 PP1011                         *CURRENT SURVEY CONTROL
 PP1011  ______________________________________________________________________
 PP1011* NAD 83(1986) POSITION- 44 58 18.00   (N) 093 17 13.52   (W)   HD_HELD1
 PP1011* NAVD 88 ORTHO HEIGHT -   256.851 (meters)      842.69  (feet) ADJUSTED
 PP1011  ______________________________________________________________________
 PP1011  GEOID HEIGHT    -        -27.121 (meters)                     GEOID18
 PP1011  DYNAMIC HEIGHT  -        256.845 (meters)      842.67  (feet) COMP
 PP1011  MODELED GRAVITY -    980,585.3   (mgal)                       NAVD 88
 PP1011
 PP1011  VERT ORDER      -  SECOND    CLASS I
 PP1011
 PP1011.The horizontal coordinates were determined by differentially corrected
 PP1011.hand held GPS observations or other comparable positioning techniques
 PP1011.and have an estimated accuracy of +/- 3 meters.
 PP1011
 PP1011.The orthometric height was determined by differential leveling and
 PP1011.adjusted by the NATIONAL GEODETIC SURVEY
 PP1011.in September 2016.
 PP1011
 PP1011.Significant digits in the geoid height do not necessarily reflect accuracy.
 PP1011.GEOID18 height accuracy estimate available here.
 PP1011
 PP1011.Click photographs - Photos may exist for this station.
 PP1011
 PP1011.The dynamic height is computed by dividing the NAVD 88
 PP1011.geopotential number by the normal gravity value computed on the
 PP1011.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP1011.degrees latitude (g = 980.6199 gals.).
 PP1011
 PP1011.The modeled gravity was interpolated from observed gravity values.
 PP1011
 PP1011;                    North         East    Units  Estimated Accuracy
 PP1011;SPC MN S     -   319,323.4     856,235.3     MT  (+/- 3 meters HH1 GPS) 
 PP1011
 PP1011_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK7736179843(NAD 83)
 PP1011
 PP1011                          SUPERSEDED SURVEY CONTROL
 PP1011
 PP1011  NAVD 88 (06/15/91)  256.848  (m)          842.68   (f) SUPERSEDED  2 0
 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
 PP1011.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PP1011.See file dsdata.pdf to determine how the superseded data were derived.
 PP1011
 PP1011_MARKER: DB = BENCH MARK DISK
 PP1011_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 PP1011_SP_SET: BRIDGE ABUTMENT
 PP1011_STAMPING: 2781 S
 PP1011_MARK LOGO: MNHD
 PP1011_MAGNETIC: N = NO MAGNETIC MATERIAL
 PP1011_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PP1011_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 PP1011+SATELLITE: SATELLITE OBSERVATIONS - August 19, 2014
 PP1011
 PP1011  HISTORY     - Date     Condition        Report By
 PP1011  HISTORY     - 1969     MONUMENTED       MNHD
 PP1011  HISTORY     - 1969     GOOD             MNDT
 PP1011  HISTORY     - 1985     GOOD             USPSQD
 PP1011  HISTORY     - 20070917 GOOD             MNDT
 PP1011  HISTORY     - 20130808 GOOD             MNDT
 PP1011  HISTORY     - 20140819 GOOD             MNDT
 PP1011
 PP1011                          STATION DESCRIPTION
 PP1011
 PP1011'DESCRIBED BY MN DEPT OF TRANSP 1969
 PP1011'IN MINNEAPOLIS.
 PP1011'STANDARD DISK IN THE SOUTHEAST CORNER OF BRIDGE NO. 27799 I.R. 94 OVER
 PP1011'WAYZATA BLVD. SOUTHWEST OF THE BASILICA OF ST. MARY WEST OF DOWNTOWN
 PP1011'MPLS.
 PP1011
 PP1011                          STATION RECOVERY (1985)
 PP1011
 PP1011'RECOVERY NOTE BY US POWER SQUADRON 1985
 PP1011'MARK LOCATED IN SOUTHEAST CORNER OF BRIDGE IN ABUTMENT.
 PP1011
 PP1011                          STATION RECOVERY (2007)
 PP1011
 PP1011'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (WEF)
 PP1011'THE MARK IS LOCATED ABOUT 9.1 MI (14.6 KM) NORTH OF BLOOMINGTON, 7.7
 PP1011'MI (12.4 KM) SOUTH-SOUTHWEST OF NEW BRIGHTON AND 1.3 MI (2.1 KM)
 PP1011'WEST-SOUTHWEST OF MINNEAPOLIS.
 PP1011'
 PP1011'TO REACH TO THE MARK IN WEST PART OF DOWNTOWN MINNEAPOLIS, SOUTHWEST
 PP1011'OF BASILICA OF ST MARY, IN SOUTHEAST CORNER OF LYNDALE AVENUE BRIDGE
 PP1011'NUMBER 27799 OVER DUNWOODY BOULEVARD.
 PP1011
 PP1011                          STATION RECOVERY (2013)
 PP1011
 PP1011'RECOVERY NOTE BY MN DEPT OF TRANSP 2013 (MAS)
 PP1011'RECOVERED AS DESCRIBED.
 PP1011
 PP1011                          STATION RECOVERY (2014)
 PP1011
 PP1011'RECOVERY NOTE BY MN DEPT OF TRANSP 2014 (TME)
 PP1011'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 PP1016 ***********************************************************************
 PP1016  DESIGNATION -  2781 T 2
 PP1016  PID         -  PP1016
 PP1016  STATE/COUNTY-  MN/HENNEPIN
 PP1016  COUNTRY     -  US
 PP1016  USGS QUAD   -  MINNEAPOLIS SOUTH (2019)
 PP1016
 PP1016                         *CURRENT SURVEY CONTROL
 PP1016  ______________________________________________________________________
 PP1016* NAD 83(1996) POSITION- 44 57 55.45284(N) 093 17 15.12001(W)   ADJUSTED
 PP1016* NAVD 88 ORTHO HEIGHT -   275.425 (meters)      903.62  (feet) ADJUSTED
 PP1016  ______________________________________________________________________
 PP1016  GEOID HEIGHT    -        -27.118 (meters)                     GEOID18
 PP1016  LAPLACE CORR    -         -3.58  (seconds)                    DEFLEC18
 PP1016  DYNAMIC HEIGHT  -        275.419 (meters)      903.60  (feet) COMP
 PP1016  MODELED GRAVITY -    980,584.4   (mgal)                       NAVD 88
 PP1016
 PP1016  HORZ ORDER      -  SECOND
 PP1016  VERT ORDER      -  SECOND    CLASS 0
 PP1016
 PP1016.The horizontal coordinates were established by classical geodetic methods
 PP1016.and adjusted by the National Geodetic Survey in March 1999.
 PP1016
 PP1016.The orthometric height was determined by differential leveling and
 PP1016.adjusted by the NATIONAL GEODETIC SURVEY
 PP1016.in June 1991.
 PP1016
 PP1016.Significant digits in the geoid height do not necessarily reflect accuracy.
 PP1016.GEOID18 height accuracy estimate available here.
 PP1016
 PP1016.Click photographs - Photos may exist for this station.
 PP1016
 PP1016.The Laplace correction was computed from DEFLEC18 derived deflections.
 PP1016
 PP1016.The dynamic height is computed by dividing the NAVD 88
 PP1016.geopotential number by the normal gravity value computed on the
 PP1016.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP1016.degrees latitude (g = 980.6199 gals.).
 PP1016
 PP1016.The modeled gravity was interpolated from observed gravity values.
 PP1016
 PP1016. The following values were computed from the NAD 83(1996) position.
 PP1016
 PP1016;                    North         East     Units Scale Factor Converg.
 PP1016;SPC MN S     -   318,627.135   856,206.285   MT  0.99995479   +0 29 57.8
 PP1016;SPC MN S     - 1,045,362.53  2,809,070.12   sFT  0.99995479   +0 29 57.8
 PP1016;UTM  15      - 4,979,147.395   477,324.341   MT  0.99960632   -0 12 11.5
 PP1016
 PP1016!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PP1016!SPC MN S     -   0.99996107  x   0.99995479  =   0.99991586
 PP1016!UTM  15      -   0.99996107  x   0.99960632  =   0.99956741
 PP1016
 PP1016_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK7732479147(NAD 83)
 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  NGVD 29             275.37   (m)          903.4    (f) LEVELING    3  
 PP1016
 PP1016.Superseded values are not recommended for survey control.
 PP1016
 PP1016.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PP1016.See file dsdata.pdf to determine how the superseded data were derived.
 PP1016
 PP1016_MARKER: DB = BENCH MARK DISK
 PP1016_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 PP1016_SP_SET: BRIDGE ABUTMENT
 PP1016_STAMPING: 2781 T 2 1969
 PP1016_MARK LOGO: MNHD
 PP1016_MAGNETIC: N = NO MAGNETIC MATERIAL
 PP1016_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PP1016_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 PP1016+SATELLITE: SATELLITE OBSERVATIONS - August 08, 2013
 PP1016
 PP1016  HISTORY     - Date     Condition        Report By
 PP1016  HISTORY     - 19690401 MONUMENTED       MNHD
 PP1016  HISTORY     - 1969     GOOD             MNDT
 PP1016  HISTORY     - 1985     GOOD             USPSQD
 PP1016  HISTORY     - 1985     GOOD             USPSQD
 PP1016  HISTORY     - 20080522 GOOD             MNDT
 PP1016  HISTORY     - 20130808 GOOD             MNDT
 PP1016
 PP1016                          STATION DESCRIPTION
 PP1016
 PP1016'DESCRIBED BY MN HIGHWAY DEPT 1969 (DKH)
 PP1016'THE STATION IS LOCATED IN THE CITY OF MINNEAPOLIS.
 PP1016'
 PP1016'MARK, A STANDARD MHD BENCH MARK DISK STAMPED, 2781 T2 1969, IS SET IN
 PP1016'THE SOUTHEAST CORNER OF BRIDGE NO. 27961 (WESTBOUND F.A.I. 94 ONTO
 PP1016'SOUTHBOUND HENNEPIN AVENUE).
 PP1016'
 PP1016'NEAREST TOWN--MINNEAPOLIS.
 PP1016
 PP1016                          STATION RECOVERY (1969)
 PP1016
 PP1016'RECOVERY NOTE BY MN DEPT OF TRANSP 1969
 PP1016'IN MINNEAPOLIS.
 PP1016'STANDARD DISK IN THE SOUTHEAST CORNER OF BRIDGE NO. 27961 WESTBOUND
 PP1016'I.R. 94 ONTO SOUTHBOUND HENNEPIN AVENUE (BOTTLENECK).
 PP1016
 PP1016                          STATION RECOVERY (1985)
 PP1016
 PP1016'RECOVERY NOTE BY US POWER SQUADRON 1985
 PP1016'MARK LOCATED IN SOUTHWEST CORNER OF BRIDGE IN ABUTMENT.
 PP1016
 PP1016                          STATION RECOVERY (1985)
 PP1016
 PP1016'RECOVERY NOTE BY US POWER SQUADRON 1985
 PP1016'MARK LOCATED IN SOUTHWEST CORNER OF BRIDGE IN ABUTMENT.
 PP1016
 PP1016                          STATION RECOVERY (2008)
 PP1016
 PP1016'RECOVERY NOTE BY MN DEPT OF TRANSP 2008 (VWC)
 PP1016'THE STATION IS LOCATED ABOUT 8.6 MI (13.9 KM) NORTH OF BLOOMINGTON,
 PP1016'8.1 MI (13.0 KM) SOUTH-SOUTHWEST OF NEW BRIGHTON AND 1.6 MI (2.5 KM)
 PP1016'SOUTHWEST OF MINNEAPOLIS.
 PP1016'
 PP1016'IN MINNEAPOLIS, IN SOUTHEAST CORNER OF WB INTERSTATE HIGHWAY 94 BRIDGE
 PP1016'27961 TO SB HENNEPIN AVE.
 PP1016
 PP1016                          STATION RECOVERY (2013)
 PP1016
 PP1016'RECOVERY NOTE BY MN DEPT OF TRANSP 2013 (MAS)
 PP1016'IN MINNEAPOLIS, IN BRIDGE ABUTMENT IN SOUTHEAST CORNER OF WESTBOUND
 PP1016'INTERSTATE HIGHWAY 94 BRIDGE NUMBER 27961 TO SOUTHBOUND HENNEPIN
 PP1016'AVENUE (NEAR SOUTHEAST CORNER OF LOWRY TUNNEL).
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 PP1014 ***********************************************************************
 PP1014  DESIGNATION -  2781 T 3
 PP1014  PID         -  PP1014
 PP1014  STATE/COUNTY-  MN/HENNEPIN
 PP1014  COUNTRY     -  US
 PP1014  USGS QUAD   -  MINNEAPOLIS SOUTH (2019)
 PP1014
 PP1014                         *CURRENT SURVEY CONTROL
 PP1014  ______________________________________________________________________
 PP1014* NAD 83(1986) POSITION- 44 57 52.10   (N) 093 17 15.81   (W)   HD_HELD1
 PP1014* NAVD 88 ORTHO HEIGHT -   271.648 (meters)      891.23  (feet) ADJUSTED
 PP1014  ______________________________________________________________________
 PP1014  GEOID HEIGHT    -        -27.117 (meters)                     GEOID18
 PP1014  DYNAMIC HEIGHT  -        271.641 (meters)      891.21  (feet) COMP
 PP1014  MODELED GRAVITY -    980,584.3   (mgal)                       NAVD 88
 PP1014
 PP1014  VERT ORDER      -  SECOND    CLASS 0
 PP1014
 PP1014.The horizontal coordinates were determined by differentially corrected
 PP1014.hand held GPS observations or other comparable positioning techniques
 PP1014.and have an estimated accuracy of +/- 3 meters.
 PP1014
 PP1014.The orthometric height was determined by differential leveling and
 PP1014.adjusted by the NATIONAL GEODETIC SURVEY
 PP1014.in June 1991.
 PP1014
 PP1014.Significant digits in the geoid height do not necessarily reflect accuracy.
 PP1014.GEOID18 height accuracy estimate available here.
 PP1014
 PP1014.Click photographs - Photos may exist for this station.
 PP1014
 PP1014.The dynamic height is computed by dividing the NAVD 88
 PP1014.geopotential number by the normal gravity value computed on the
 PP1014.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP1014.degrees latitude (g = 980.6199 gals.).
 PP1014
 PP1014.The modeled gravity was interpolated from observed gravity values.
 PP1014
 PP1014;                    North         East    Units  Estimated Accuracy
 PP1014;SPC MN S     -   318,523.5     856,192.1     MT  (+/- 3 meters HH1 GPS) 
 PP1014
 PP1014_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK7730879043(NAD 83)
 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
 PP1014.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PP1014.See file dsdata.pdf to determine how the superseded data were derived.
 PP1014
 PP1014_MARKER: DB = BENCH MARK DISK
 PP1014_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 PP1014_SP_SET: BRIDGE ABUTMENT
 PP1014_STAMPING: 2781 T 3
 PP1014_MARK LOGO: MNHD
 PP1014_MAGNETIC: N = NO MAGNETIC MATERIAL
 PP1014_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PP1014_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 PP1014+SATELLITE: SATELLITE OBSERVATIONS - August 08, 2013
 PP1014
 PP1014  HISTORY     - Date     Condition        Report By
 PP1014  HISTORY     - 19690401 MONUMENTED       MNHD
 PP1014  HISTORY     - 1969     GOOD             MNDT
 PP1014  HISTORY     - 1985     GOOD             USPSQD
 PP1014  HISTORY     - 1985     GOOD             USPSQD
 PP1014  HISTORY     - 20070822 GOOD             MNDT
 PP1014  HISTORY     - 20130808 GOOD             MNDT
 PP1014
 PP1014                          STATION DESCRIPTION
 PP1014
 PP1014'DESCRIBED BY MN DEPT OF TRANSP 1969
 PP1014'IN MINNEAPOLIS.
 PP1014'STANDARD DISK IN THE SOUTHEAST CORNER OF BRIDGE NO. 27963 SOUTHBOUND
 PP1014'HENNEPIN AVENUE EXIT TO EASTBOUND I.R. 94 (BOTTLENECK AREA).
 PP1014
 PP1014                          STATION RECOVERY (1985)
 PP1014
 PP1014'RECOVERY NOTE BY US POWER SQUADRON 1985
 PP1014'MARK LOCATED IN SOUTHEAST CORNER OF BRIDGE IN ABUTMENT
 PP1014
 PP1014                          STATION RECOVERY (1985)
 PP1014
 PP1014'RECOVERY NOTE BY US POWER SQUADRON 1985
 PP1014'MARK LOCATED IN SOUTHEAST CORNER OF BRIDGE IN ABUTMENT
 PP1014
 PP1014                          STATION RECOVERY (2007)
 PP1014
 PP1014'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (JJB)
 PP1014'THE MARK IS LOCATED ABOUT 8.6 MI (13.8 KM) NORTH OF BLOOMINGTON, 8.2
 PP1014'MI (13.2 KM) SOUTH-SOUTHWEST OF NEW BRIGHTON AND 1.6 MI (2.6 KM)
 PP1014'SOUTHWEST OF MINNEAPOLIS.
 PP1014'
 PP1014'TO REACH TO THE MARK IN SOUTHWEST PART OF DOWNTOWN MINNEAPOLIS, IN
 PP1014'SOUTHEAST CORNER OF SOUTH BOUND HENNEPIN AVENUE RAMP TO INTERSTATE
 PP1014'HIGHWAY 94 EASTBOUND BRIDGE 27963 OVER HENNEPIN AVENUE AND LYNDALE
 PP1014'AVENUE.
 PP1014
 PP1014                          STATION RECOVERY (2013)
 PP1014
 PP1014'RECOVERY NOTE BY MN DEPT OF TRANSP 2013 (MAS)
 PP1014'IN SOUTHWEST PART OF DOWNTOWN MINNEAPOLIS, IN BRIDGE ABUTMENT IN
 PP1014'SOUTHEAST CORNER OF SOUTHBOUND LYNDALE AVENUE SOUTH RAMP TO EASTBOUND
 PP1014'INTERSTATE HIGHWAY 94  BRIDGE NUMBER 27963 OVER HENNEPIN AVENUE,
 PP1014'SINGLE SOUTHBOUND LANE AND LYNDALE AVENUE SOUTH.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 PP1017 ***********************************************************************
 PP1017  DESIGNATION -  2781 T 4
 PP1017  PID         -  PP1017
 PP1017  STATE/COUNTY-  MN/HENNEPIN
 PP1017  COUNTRY     -  US
 PP1017  USGS QUAD   -  MINNEAPOLIS SOUTH (2019)
 PP1017
 PP1017                         *CURRENT SURVEY CONTROL
 PP1017  ______________________________________________________________________
 PP1017* NAD 83(1986) POSITION- 44 57 51.57   (N) 093 17 15.80   (W)   HD_HELD1
 PP1017* NAVD 88 ORTHO HEIGHT -   271.115 (meters)      889.48  (feet) ADJUSTED
 PP1017  ______________________________________________________________________
 PP1017  GEOID HEIGHT    -        -27.117 (meters)                     GEOID18
 PP1017  DYNAMIC HEIGHT  -        271.108 (meters)      889.46  (feet) COMP
 PP1017  MODELED GRAVITY -    980,584.3   (mgal)                       NAVD 88
 PP1017
 PP1017  VERT ORDER      -  SECOND    CLASS 0
 PP1017
 PP1017.The horizontal coordinates were determined by differentially corrected
 PP1017.hand held GPS observations or other comparable positioning techniques
 PP1017.and have an estimated accuracy of +/- 3 meters.
 PP1017
 PP1017.The orthometric height was determined by differential leveling and
 PP1017.adjusted by the NATIONAL GEODETIC SURVEY
 PP1017.in June 1991.
 PP1017
 PP1017.Significant digits in the geoid height do not necessarily reflect accuracy.
 PP1017.GEOID18 height accuracy estimate available here.
 PP1017
 PP1017.Click photographs - Photos may exist for this station.
 PP1017
 PP1017.The dynamic height is computed by dividing the NAVD 88
 PP1017.geopotential number by the normal gravity value computed on the
 PP1017.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP1017.degrees latitude (g = 980.6199 gals.).
 PP1017
 PP1017.The modeled gravity was interpolated from observed gravity values.
 PP1017
 PP1017;                    North         East    Units  Estimated Accuracy
 PP1017;SPC MN S     -   318,507.2     856,192.4     MT  (+/- 3 meters HH1 GPS) 
 PP1017
 PP1017_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK7730979027(NAD 83)
 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
 PP1017.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PP1017.See file dsdata.pdf to determine how the superseded data were derived.
 PP1017
 PP1017_MARKER: DB = BENCH MARK DISK
 PP1017_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 PP1017_SP_SET: BRIDGE ABUTMENT
 PP1017_STAMPING: 2781 T 4
 PP1017_MARK LOGO: MNHD
 PP1017_MAGNETIC: N = NO MAGNETIC MATERIAL
 PP1017_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PP1017_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 PP1017+SATELLITE: SATELLITE OBSERVATIONS - August 08, 2013
 PP1017
 PP1017  HISTORY     - Date     Condition        Report By
 PP1017  HISTORY     - 19690401 MONUMENTED       MNHD
 PP1017  HISTORY     - 1969     GOOD             MNDT
 PP1017  HISTORY     - 1985     GOOD             USPSQD
 PP1017  HISTORY     - 1985     GOOD             USPSQD
 PP1017  HISTORY     - 20070822 GOOD             MNDT
 PP1017  HISTORY     - 20130808 GOOD             MNDT
 PP1017
 PP1017                          STATION DESCRIPTION
 PP1017
 PP1017'DESCRIBED BY MN DEPT OF TRANSP 1969
 PP1017'IN MINNEAPOLIS.
 PP1017'STANDARD DISK IN THE SOUTHEAST CORNER OF BRIDGE NO. 27965 NORTHBOUND
 PP1017'HENNEPIN EXIT ONTO EASTBOUND I.R. 94 (BOTTLENECK AREA).
 PP1017
 PP1017                          STATION RECOVERY (1985)
 PP1017
 PP1017'RECOVERY NOTE BY US POWER SQUADRON 1985
 PP1017'MARK LOCATED IN SOUTHEAST CORNER OF BRIDGE IN ABUTMENT.
 PP1017
 PP1017                          STATION RECOVERY (1985)
 PP1017
 PP1017'RECOVERY NOTE BY US POWER SQUADRON 1985
 PP1017'MARK LOCATED IN SOUTHEAST CORNER OF BRIDGE IN ABUTMENT.
 PP1017
 PP1017                          STATION RECOVERY (2007)
 PP1017
 PP1017'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (JJB)
 PP1017'THE MARK IS LOCATED ABOUT 8.5 MI (13.7 KM) NORTH OF BLOOMINGTON, 8.2
 PP1017'MI (13.2 KM) SOUTH-SOUTHWEST OF NEW BRIGHTON AND 1.6 MI (2.6 KM)
 PP1017'SOUTHWEST OF MINNEAPOLIS.
 PP1017'
 PP1017'TO REACH TO THE MARK IN SOUTHWEST PART OF DOWNTOWN MINNEAPOLIS, IN
 PP1017'SOUTHEAST CORNER OF NORTHBOUND HENNEPIN AVENUE RAMP TO EASTBOUND
 PP1017'INTERSTATE HIGHWAY 94 BRIDGE 27965 OVER LYNDALE AVENUE.
 PP1017
 PP1017                          STATION RECOVERY (2013)
 PP1017
 PP1017'RECOVERY NOTE BY MN DEPT OF TRANSP 2013 (MAS)
 PP1017'IN SOUTHWEST PART OF DOWNTOWN MINNEAPOLIS, IN BRIDGE ABUTMENT IN
 PP1017'SOUTHEAST CORNER OF NORTHBOUND HENNEPIN AVENUE RAMP TO EASTBOUND
 PP1017'INTERSTATE HIGHWAY 94 BRIDGE NUMBER 27965 OVER SOUTHBOUND HENNEPIN
 PP1017'AVENUE AND LYNDALE AVENUE TRANSITION, SINGLE SOUTHBOUND LANE AND
 PP1017'NORTHBOUND LYNDALE AVENUE SOUTH.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 PP1018 ***********************************************************************
 PP1018  DESIGNATION -  2781 U
 PP1018  PID         -  PP1018
 PP1018  STATE/COUNTY-  MN/HENNEPIN
 PP1018  COUNTRY     -  US
 PP1018  USGS QUAD   -  MINNEAPOLIS SOUTH (2019)
 PP1018
 PP1018                         *CURRENT SURVEY CONTROL
 PP1018  ______________________________________________________________________
 PP1018* NAD 83(1986) POSITION- 44 57 52.74   (N) 093 16 57.21   (W)   HD_HELD1
 PP1018* NAVD 88 ORTHO HEIGHT -   272.742 (meters)      894.82  (feet) ADJUSTED
 PP1018  ______________________________________________________________________
 PP1018  GEOID HEIGHT    -        -27.124 (meters)                     GEOID18
 PP1018  DYNAMIC HEIGHT  -        272.735 (meters)      894.80  (feet) COMP
 PP1018  MODELED GRAVITY -    980,584.2   (mgal)                       NAVD 88
 PP1018
 PP1018  VERT ORDER      -  SECOND    CLASS 0
 PP1018
 PP1018.The horizontal coordinates were determined by differentially corrected
 PP1018.hand held GPS observations or other comparable positioning techniques
 PP1018.and have an estimated accuracy of +/- 3 meters.
 PP1018
 PP1018.The orthometric height was determined by differential leveling and
 PP1018.adjusted by the NATIONAL GEODETIC SURVEY
 PP1018.in June 1991.
 PP1018
 PP1018.Significant digits in the geoid height do not necessarily reflect accuracy.
 PP1018.GEOID18 height accuracy estimate available here.
 PP1018
 PP1018.Click photographs - Photos may exist for this station.
 PP1018
 PP1018.The dynamic height is computed by dividing the NAVD 88
 PP1018.geopotential number by the normal gravity value computed on the
 PP1018.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP1018.degrees latitude (g = 980.6199 gals.).
 PP1018
 PP1018.The modeled gravity was interpolated from observed gravity values.
 PP1018
 PP1018;                    North         East    Units  Estimated Accuracy
 PP1018;SPC MN S     -   318,546.8     856,599.5     MT  (+/- 3 meters HH1 GPS) 
 PP1018
 PP1018_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK7771679062(NAD 83)
 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
 PP1018.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PP1018.See file dsdata.pdf to determine how the superseded data were derived.
 PP1018
 PP1018_MARKER: DB = BENCH MARK DISK
 PP1018_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 PP1018_SP_SET: BRIDGE ABUTMENT
 PP1018_STAMPING: 2781 U
 PP1018_MARK LOGO: MNHD
 PP1018_MAGNETIC: N = NO MAGNETIC MATERIAL
 PP1018_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PP1018_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 PP1018+SATELLITE: SATELLITE OBSERVATIONS - August 08, 2013
 PP1018
 PP1018  HISTORY     - Date     Condition        Report By
 PP1018  HISTORY     - 19690401 MONUMENTED       MNHD
 PP1018  HISTORY     - 1969     GOOD             MNDT
 PP1018  HISTORY     - 1985     GOOD             USPSQD
 PP1018  HISTORY     - 1985     GOOD             USPSQD
 PP1018  HISTORY     - 20070822 GOOD             MNDT
 PP1018  HISTORY     - 20130808 GOOD             MNDT
 PP1018
 PP1018                          STATION DESCRIPTION
 PP1018
 PP1018'DESCRIBED BY MN DEPT OF TRANSP 1969
 PP1018'IN MINNEAPOLIS.
 PP1018'STANDARD DISK IN THE SOUTHEAST CORNER OF BRIDGE NO. 27966 GROVELAND
 PP1018'AVENUE OVER I.R. 94.
 PP1018
 PP1018                          STATION RECOVERY (1985)
 PP1018
 PP1018'RECOVERY NOTE BY US POWER SQUADRON 1985 (GQ)
 PP1018'RECOVERED IN GOOD CONDITION.
 PP1018
 PP1018                          STATION RECOVERY (1985)
 PP1018
 PP1018'RECOVERY NOTE BY US POWER SQUADRON 1985
 PP1018'MARK LOCATED IN SOUTHWEST CORNER OF BRIDGE IN ABUTMENT.
 PP1018
 PP1018                          STATION RECOVERY (2007)
 PP1018
 PP1018'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (JJB)
 PP1018'THE MARK IS LOCATED ABOUT 8.6 MI (13.8 KM) NORTH OF BLOOMINGTON, 8.0
 PP1018'MI (12.9 KM) SOUTH-SOUTHWEST OF NEW BRIGHTON AND 1.4 MI (2.3 KM)
 PP1018'SOUTHWEST OF MINNEAPOLIS.
 PP1018'
 PP1018'TO REACH TO THE MARK AT MINNEAPOLIS, IN SOUTHEAST CORNER OF GROVELAND
 PP1018'AVENUE BRIDGE 27966 OVER INTERSTATE HIGHWAY 94.
 PP1018
 PP1018                          STATION RECOVERY (2013)
 PP1018
 PP1018'RECOVERY NOTE BY MN DEPT OF TRANSP 2013 (KMS)
 PP1018'IN MINNEAPOLIS, IN BRIDGE ABUTMENT IN SOUTHEAST CORNER OF GROVELAND
 PP1018'AVENUE BRIDGE NUMBER 27966 OVER INTERSTATE HIGHWAY 94.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 PP1020 ***********************************************************************
 PP1020  DESIGNATION -  2781 W
 PP1020  PID         -  PP1020
 PP1020  STATE/COUNTY-  MN/HENNEPIN
 PP1020  COUNTRY     -  US
 PP1020  USGS QUAD   -  MINNEAPOLIS SOUTH (2019)
 PP1020
 PP1020                         *CURRENT SURVEY CONTROL
 PP1020  ______________________________________________________________________
 PP1020* NAD 83(1986) POSITION- 44 57 57.47   (N) 093 16 39.63   (W)   HD_HELD1
 PP1020* NAVD 88 ORTHO HEIGHT -   261.014 (meters)      856.34  (feet) ADJUSTED
 PP1020  ______________________________________________________________________
 PP1020  GEOID HEIGHT    -        -27.132 (meters)                     GEOID18
 PP1020  DYNAMIC HEIGHT  -        261.008 (meters)      856.32  (feet) COMP
 PP1020  MODELED GRAVITY -    980,584.2   (mgal)                       NAVD 88
 PP1020
 PP1020  VERT ORDER      -  SECOND    CLASS 0
 PP1020
 PP1020.The horizontal coordinates were determined by differentially corrected
 PP1020.hand held GPS observations or other comparable positioning techniques
 PP1020.and have an estimated accuracy of +/- 3 meters.
 PP1020
 PP1020.The orthometric height was determined by differential leveling and
 PP1020.adjusted by the NATIONAL GEODETIC SURVEY
 PP1020.in June 1991.
 PP1020
 PP1020.Significant digits in the geoid height do not necessarily reflect accuracy.
 PP1020.GEOID18 height accuracy estimate available here.
 PP1020
 PP1020.Click photographs - Photos may exist for this station.
 PP1020
 PP1020.The dynamic height is computed by dividing the NAVD 88
 PP1020.geopotential number by the normal gravity value computed on the
 PP1020.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP1020.degrees latitude (g = 980.6199 gals.).
 PP1020
 PP1020.The modeled gravity was interpolated from observed gravity values.
 PP1020
 PP1020;                    North         East    Units  Estimated Accuracy
 PP1020;SPC MN S     -   318,696.2     856,983.4     MT  (+/- 3 meters HH1 GPS) 
 PP1020
 PP1020_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK7810279206(NAD 83)
 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
 PP1020.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PP1020.See file dsdata.pdf to determine how the superseded data were derived.
 PP1020
 PP1020_MARKER: DB = BENCH MARK DISK
 PP1020_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 PP1020_SP_SET: BRIDGE ABUTMENT
 PP1020_STAMPING: 2781 W
 PP1020_MARK LOGO: MNHD
 PP1020_MAGNETIC: N = NO MAGNETIC MATERIAL
 PP1020_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PP1020_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 PP1020+SATELLITE: SATELLITE OBSERVATIONS - August 08, 2013
 PP1020
 PP1020  HISTORY     - Date     Condition        Report By
 PP1020  HISTORY     - 19690401 MONUMENTED       MNHD
 PP1020  HISTORY     - 1985     GOOD             USPSQD
 PP1020  HISTORY     - 20070822 GOOD             MNDT
 PP1020  HISTORY     - 20130808 GOOD             MNDT
 PP1020
 PP1020                          STATION DESCRIPTION
 PP1020
 PP1020'DESCRIBED BY MN HIGHWAY DEPT 1969
 PP1020'IN MINNEAPOLIS.
 PP1020'STANDARD DISK IN THE SOUTHEAST CORNER OF BRIDGE NO. 27837 NICOLLET
 PP1020'AVENUE OVER I.R. 94.
 PP1020
 PP1020                          STATION RECOVERY (1985)
 PP1020
 PP1020'RECOVERY NOTE BY US POWER SQUADRON 1985 (GQ)
 PP1020'RECOVERED IN GOOD CONDITION.
 PP1020
 PP1020                          STATION RECOVERY (2007)
 PP1020
 PP1020'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (JJB)
 PP1020'THE MARK IS LOCATED ABOUT 8.7 MI (14.0 KM) NORTH OF BLOOMINGTON, 7.8
 PP1020'MI (12.6 KM) SOUTH-SOUTHWEST OF NEW BRIGHTON AND 1.2 MI (1.9 KM)
 PP1020'SOUTHWEST OF MINNEAPOLIS.
 PP1020'
 PP1020'TO REACH TO THE MARK AT MINNEAPOLIS, IN SOUTHEAST CORNER OF NICOLLET
 PP1020'AVENUE BRIDGE 27837 OVER INTERSTATE HIGHWAY 94.
 PP1020
 PP1020                          STATION RECOVERY (2013)
 PP1020
 PP1020'RECOVERY NOTE BY MN DEPT OF TRANSP 2013 (KMS)
 PP1020'IN MINNEAPOLIS, IN BRIDGE ABUTMENT IN SOUTHEAST CORNER OF NICOLLET
 PP1020'AVENUE BRIDGE NUMBER 27837 OVER INTERSTATE HIGHWAY 94.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 PP1021 ***********************************************************************
 PP1021  DESIGNATION -  2781 X
 PP1021  PID         -  PP1021
 PP1021  STATE/COUNTY-  MN/HENNEPIN
 PP1021  COUNTRY     -  US
 PP1021  USGS QUAD   -  MINNEAPOLIS SOUTH (2019)
 PP1021
 PP1021                         *CURRENT SURVEY CONTROL
 PP1021  ______________________________________________________________________
 PP1021* NAD 83(1986) POSITION- 44 58 00.58   (N) 093 16 35.81   (W)   HD_HELD1
 PP1021* NAVD 88 ORTHO HEIGHT -   261.021 (meters)      856.37  (feet) ADJUSTED
 PP1021  ______________________________________________________________________
 PP1021  GEOID HEIGHT    -        -27.133 (meters)                     GEOID18
 PP1021  DYNAMIC HEIGHT  -        261.014 (meters)      856.34  (feet) COMP
 PP1021  MODELED GRAVITY -    980,584.2   (mgal)                       NAVD 88
 PP1021
 PP1021  VERT ORDER      -  SECOND    CLASS 0
 PP1021
 PP1021.The horizontal coordinates were determined by differentially corrected
 PP1021.hand held GPS observations or other comparable positioning techniques
 PP1021.and have an estimated accuracy of +/- 3 meters.
 PP1021
 PP1021.The orthometric height was determined by differential leveling and
 PP1021.adjusted by the NATIONAL GEODETIC SURVEY
 PP1021.in June 1991.
 PP1021
 PP1021.Significant digits in the geoid height do not necessarily reflect accuracy.
 PP1021.GEOID18 height accuracy estimate available here.
 PP1021
 PP1021.Click photographs - Photos may exist for this station.
 PP1021
 PP1021.The dynamic height is computed by dividing the NAVD 88
 PP1021.geopotential number by the normal gravity value computed on the
 PP1021.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP1021.degrees latitude (g = 980.6199 gals.).
 PP1021
 PP1021.The modeled gravity was interpolated from observed gravity values.
 PP1021
 PP1021;                    North         East    Units  Estimated Accuracy
 PP1021;SPC MN S     -   318,793.0     857,066.3     MT  (+/- 3 meters HH1 GPS) 
 PP1021
 PP1021_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK7818679302(NAD 83)
 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
 PP1021.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PP1021.See file dsdata.pdf to determine how the superseded data were derived.
 PP1021
 PP1021_MARKER: DB = BENCH MARK DISK
 PP1021_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 PP1021_SP_SET: BRIDGE ABUTMENT
 PP1021_STAMPING: 2781 X
 PP1021_MARK LOGO: MNHD
 PP1021_MAGNETIC: N = NO MAGNETIC MATERIAL
 PP1021_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PP1021_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 PP1021+SATELLITE: SATELLITE OBSERVATIONS - August 08, 2013
 PP1021
 PP1021  HISTORY     - Date     Condition        Report By
 PP1021  HISTORY     - 19690401 MONUMENTED       MNHD
 PP1021  HISTORY     - 1969     GOOD             MNDT
 PP1021  HISTORY     - 1985     GOOD             USPSQD
 PP1021  HISTORY     - 1985     GOOD             USPSQD
 PP1021  HISTORY     - 1991     GOOD             USPSQD
 PP1021  HISTORY     - 20070822 GOOD             MNDT
 PP1021  HISTORY     - 20130808 GOOD             MNDT
 PP1021
 PP1021                          STATION DESCRIPTION
 PP1021
 PP1021'DESCRIBED BY MN DEPT OF TRANSP 1969
 PP1021'IN MINNEAPOLIS.
 PP1021'STANDARD DISK IN THE NORTHWEST CORNER OF BRIDGE NO. 27838 FIRST AVENUE
 PP1021'SOUTH OVER I.R. 94.
 PP1021
 PP1021                          STATION RECOVERY (1985)
 PP1021
 PP1021'RECOVERY NOTE BY US POWER SQUADRON 1985 (GQ)
 PP1021'RECOVERED IN GOOD CONDITION.
 PP1021
 PP1021                          STATION RECOVERY (1985)
 PP1021
 PP1021'RECOVERY NOTE BY US POWER SQUADRON 1985
 PP1021'MARK LOCATED IN NORTHWEST CORNER OF BRIDGE IN ABUTMENT.
 PP1021
 PP1021                          STATION RECOVERY (1991)
 PP1021
 PP1021'RECOVERY NOTE BY US POWER SQUADRON 1991 (TJZ)
 PP1021'RECOVERED IN GOOD CONDITION.
 PP1021
 PP1021                          STATION RECOVERY (2007)
 PP1021
 PP1021'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (JJB)
 PP1021'THE MARK IS LOCATED ABOUT 8.8 MI (14.2 KM) NORTH OF BLOOMINGTON, 7.7
 PP1021'MI (12.4 KM) SOUTH-SOUTHWEST OF NEW BRIGHTON AND 1.1 MI (1.8 KM)
 PP1021'SOUTHWEST OF MINNEAPOLIS.
 PP1021'
 PP1021'TO REACH TO THE MARK AT MINNEAPOLIS, IN NORTHWEST CORNER OF FIRST
 PP1021'AVENUE SOUTH BRIDGE 27838 OVER INTERSTATE HIGHWAY 94.
 PP1021
 PP1021                          STATION RECOVERY (2013)
 PP1021
 PP1021'RECOVERY NOTE BY MN DEPT OF TRANSP 2013 (KMS)
 PP1021'IN MINNEAPOLIS, IN BRIDGE ABUTMENT IN NORTHWEST CORNER OF FIRST AVENUE
 PP1021'SOUTH BRIDGE NUMBER 27838 OVER INTERSTATE HIGHWAY 94.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 PP1027 ***********************************************************************
 PP1027  DESIGNATION -  2781 X 5
 PP1027  PID         -  PP1027
 PP1027  STATE/COUNTY-  MN/HENNEPIN
 PP1027  COUNTRY     -  US
 PP1027  USGS QUAD   -  MINNEAPOLIS SOUTH (2019)
 PP1027
 PP1027                         *CURRENT SURVEY CONTROL
 PP1027  ______________________________________________________________________
 PP1027* NAD 83(1986) POSITION- 44 58 04.69   (N) 093 16 09.13   (W)   HD_HELD1
 PP1027* NAVD 88 ORTHO HEIGHT -   260.421 (meters)      854.40  (feet) ADJUSTED
 PP1027  ______________________________________________________________________
 PP1027  GEOID HEIGHT    -        -27.144 (meters)                     GEOID18
 PP1027  DYNAMIC HEIGHT  -        260.414 (meters)      854.37  (feet) COMP
 PP1027  MODELED GRAVITY -    980,584.0   (mgal)                       NAVD 88
 PP1027
 PP1027  VERT ORDER      -  SECOND    CLASS 0
 PP1027
 PP1027.The horizontal coordinates were determined by differentially corrected
 PP1027.hand held GPS observations or other comparable positioning techniques
 PP1027.and have an estimated accuracy of +/- 3 meters.
 PP1027
 PP1027.The orthometric height was determined by differential leveling and
 PP1027.adjusted by the NATIONAL GEODETIC SURVEY
 PP1027.in June 1991.
 PP1027
 PP1027.Significant digits in the geoid height do not necessarily reflect accuracy.
 PP1027.GEOID18 height accuracy estimate available here.
 PP1027
 PP1027.Click photographs - Photos may exist for this station.
 PP1027
 PP1027.The dynamic height is computed by dividing the NAVD 88
 PP1027.geopotential number by the normal gravity value computed on the
 PP1027.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP1027.degrees latitude (g = 980.6199 gals.).
 PP1027
 PP1027.The modeled gravity was interpolated from observed gravity values.
 PP1027
 PP1027;                    North         East    Units  Estimated Accuracy
 PP1027;SPC MN S     -   318,925.0     857,649.8     MT  (+/- 3 meters HH1 GPS) 
 PP1027
 PP1027_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK7877079427(NAD 83)
 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
 PP1027.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PP1027.See file dsdata.pdf to determine how the superseded data were derived.
 PP1027
 PP1027_MARKER: DD = SURVEY DISK
 PP1027_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 PP1027_SP_SET: BRIDGE ABUTMENT
 PP1027_STAMPING: 2781 7 C5 1970
 PP1027_MARK LOGO: MNHD
 PP1027_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PP1027_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PP1027+SATELLITE: SATELLITE OBSERVATIONS - August 22, 2007
 PP1027
 PP1027  HISTORY     - Date     Condition        Report By
 PP1027  HISTORY     - 1969     MONUMENTED       MNHD
 PP1027  HISTORY     - 1985     GOOD             USPSQD
 PP1027  HISTORY     - 1991     GOOD             USPSQD
 PP1027  HISTORY     - 20070822 GOOD             MNDT
 PP1027
 PP1027                          STATION DESCRIPTION
 PP1027
 PP1027'DESCRIBED BY MN HIGHWAY DEPT 1969
 PP1027'IN MINNEAPOLIS.
 PP1027'STD. DISK IN THE S.E. COR. OF BRIDGE NO. 27840 15TH STREET OVER T.H.
 PP1027'190 0.1 MILE NORTH OF THE JUNCTION OF INTERSTATE 35 AND 94.  SECTION
 PP1027'27, T 29N, R 24W.
 PP1027
 PP1027                          STATION RECOVERY (1985)
 PP1027
 PP1027'RECOVERY NOTE BY US POWER SQUADRON 1985 (GQ)
 PP1027'RECOVERED IN GOOD CONDITION.
 PP1027
 PP1027                          STATION RECOVERY (1991)
 PP1027
 PP1027'RECOVERY NOTE BY US POWER SQUADRON 1991 (TJZ)
 PP1027'RECOVERED IN GOOD CONDITION.
 PP1027
 PP1027                          STATION RECOVERY (2007)
 PP1027
 PP1027'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (JJB)
 PP1027'THE MARK IS LOCATED ABOUT 8.8 MI (14.2 KM) WEST OF SAINT PAUL, 7.5 MI
 PP1027'(12.1 KM) SOUTH-SOUTHWEST OF NEW BRIGHTON AND 0.9 MI (1.4 KM)
 PP1027'SOUTH-SOUTHWEST OF MINNEAPOLIS.
 PP1027'
 PP1027'TO REACH TO THE MARK AT MINNEAPOLIS, 0.01 MI (0.0 KM) NORTH OF THE
 PP1027'JUNCTION OF INTERSTATE HIGHWAY 35W AND INTERSTATE HIGHWAY 94, IN
 PP1027'SOUTHEAST CORNER OF 15TH ST BRIDGE 27840 OVER TRUNK HIGHWAY 190.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 PP1026 ***********************************************************************
 PP1026  DESIGNATION -  2781 Z 4
 PP1026  PID         -  PP1026
 PP1026  STATE/COUNTY-  MN/HENNEPIN
 PP1026  COUNTRY     -  US
 PP1026  USGS QUAD   -  MINNEAPOLIS SOUTH (2019)
 PP1026
 PP1026                         *CURRENT SURVEY CONTROL
 PP1026  ______________________________________________________________________
 PP1026* NAD 83(1986) POSITION- 44 57 55.94   (N) 093 16 01.98   (W)   HD_HELD1
 PP1026* NAVD 88 ORTHO HEIGHT -   255.171 (meters)      837.17  (feet) ADJUSTED
 PP1026  ______________________________________________________________________
 PP1026  GEOID HEIGHT    -        -27.145 (meters)                     GEOID18
 PP1026  DYNAMIC HEIGHT  -        255.165 (meters)      837.15  (feet) COMP
 PP1026  MODELED GRAVITY -    980,583.9   (mgal)                       NAVD 88
 PP1026
 PP1026  VERT ORDER      -  SECOND    CLASS 0
 PP1026
 PP1026.The horizontal coordinates were determined by differentially corrected
 PP1026.hand held GPS observations or other comparable positioning techniques
 PP1026.and have an estimated accuracy of +/- 3 meters.
 PP1026
 PP1026.The orthometric height was determined by differential leveling and
 PP1026.adjusted by the NATIONAL GEODETIC SURVEY
 PP1026.in June 1991.
 PP1026
 PP1026.Significant digits in the geoid height do not necessarily reflect accuracy.
 PP1026.GEOID18 height accuracy estimate available here.
 PP1026
 PP1026.Click photographs - Photos may exist for this station.
 PP1026
 PP1026.The dynamic height is computed by dividing the NAVD 88
 PP1026.geopotential number by the normal gravity value computed on the
 PP1026.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP1026.degrees latitude (g = 980.6199 gals.).
 PP1026
 PP1026.The modeled gravity was interpolated from observed gravity values.
 PP1026
 PP1026;                    North         East    Units  Estimated Accuracy
 PP1026;SPC MN S     -   318,656.3     857,808.9     MT  (+/- 3 meters HH1 GPS) 
 PP1026
 PP1026_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK7892679156(NAD 83)
 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
 PP1026.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PP1026.See file dsdata.pdf to determine how the superseded data were derived.
 PP1026
 PP1026_MARKER: DB = BENCH MARK DISK
 PP1026_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 PP1026_SP_SET: BRIDGE ABUTMENT
 PP1026_STAMPING: 2781 Z 4
 PP1026_MARK LOGO: MNHD
 PP1026_MAGNETIC: N = NO MAGNETIC MATERIAL
 PP1026_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PP1026_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 PP1026+SATELLITE: SATELLITE OBSERVATIONS - August 06, 2014
 PP1026
 PP1026  HISTORY     - Date     Condition        Report By
 PP1026  HISTORY     - 19690401 MONUMENTED       MNHD
 PP1026  HISTORY     - 1969     GOOD             MNDT
 PP1026  HISTORY     - 20070821 GOOD             MNDT
 PP1026  HISTORY     - 20130807 GOOD             MNDT
 PP1026  HISTORY     - 20140806 GOOD             MNDT
 PP1026
 PP1026                          STATION DESCRIPTION
 PP1026
 PP1026'DESCRIBED BY MN DEPT OF TRANSP 1969
 PP1026'IN MINNEAPOLIS.
 PP1026'STANDARD DISK IN THE NORTHEAST CORNER OF TUNNEL NO. 27834 TOP OF
 PP1026'HEADWALL BEHIND RAILING.  I.R. 94 EASTBOUND UNDER I.R. 35W.
 PP1026
 PP1026                          STATION RECOVERY (2007)
 PP1026
 PP1026'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (JJB)
 PP1026'THE MARK IS LOCATED ABOUT 8.6 MI (13.8 KM) WEST OF SAINT PAUL, 7.6 MI
 PP1026'(12.2 KM) SOUTH-SOUTHWEST OF NEW BRIGHTON AND 1.0 MI (1.6 KM) SOUTH OF
 PP1026'MINNEAPOLIS.
 PP1026'
 PP1026'TO REACH TO THE MARK IN SOUTHWEST PART OF DOWNTOWN MINNEAPOLIS, IN
 PP1026'NORTHEAST CORNER OF TUNNEL 27834 INTERSTATE HIGHWAY 35W OVER EASTBOUND
 PP1026'INTERSTATE HIGHWAY 94, IN THE TOP OF HEADWALL BEHIND RAILING.
 PP1026
 PP1026                          STATION RECOVERY (2013)
 PP1026
 PP1026'RECOVERY NOTE BY MN DEPT OF TRANSP 2013 (KMS)
 PP1026'IN SOUTHWEST PART OF DOWNTOWN MINNEAPOLIS, IN BRIDGE ABUTMENT IN
 PP1026'NORTHEAST CORNER OF TUNNEL 27834 INTERSTATE HIGHWAY 35W OVER EASTBOUND
 PP1026'INTERSTATE HIGHWAY 94, IN TOP OF HEADWALL BEHIND RAILING.
 PP1026
 PP1026                          STATION RECOVERY (2014)
 PP1026
 PP1026'RECOVERY NOTE BY MN DEPT OF TRANSP 2014 (DAS)
 PP1026'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 PP0848 ***********************************************************************
 PP0848  DESIGNATION -  2782 A
 PP0848  PID         -  PP0848
 PP0848  STATE/COUNTY-  MN/HENNEPIN
 PP0848  COUNTRY     -  US
 PP0848  USGS QUAD   -  BLOOMINGTON (2019)
 PP0848
 PP0848                         *CURRENT SURVEY CONTROL
 PP0848  ______________________________________________________________________
 PP0848* NAD 83(1986) POSITION- 44 48 09.     (N) 093 17 25.     (W)   SCALED
 PP0848* NAVD 88 ORTHO HEIGHT -   230.212 (meters)      755.29  (feet) ADJUSTED
 PP0848  ______________________________________________________________________
 PP0848  GEOID HEIGHT    -        -27.178 (meters)                     GEOID18
 PP0848  DYNAMIC HEIGHT  -        230.206 (meters)      755.27  (feet) COMP
 PP0848  MODELED GRAVITY -    980,582.7   (mgal)                       NAVD 88
 PP0848
 PP0848  VERT ORDER      -  SECOND    CLASS 0
 PP0848
 PP0848.The horizontal coordinates were scaled from a map and have
 PP0848.an estimated accuracy of +/- 6 seconds.
 PP0848
 PP0848.The orthometric height was determined by differential leveling and
 PP0848.adjusted by the NATIONAL GEODETIC SURVEY
 PP0848.in June 1991.
 PP0848
 PP0848.Significant digits in the geoid height do not necessarily reflect accuracy.
 PP0848.GEOID18 height accuracy estimate available here.
 PP0848
 PP0848.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK770610(NAD 83)
 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
 PP0848.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PP0848.See file dsdata.pdf to determine how the superseded data were derived.
 PP0848
 PP0848_MARKER: DB = BENCH MARK DISK
 PP0848_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 PP0848_SP_SET: BRIDGE
 PP0848_STAMPING: 2782-A 1970
 PP0848_MARK LOGO: MNHD
 PP0848_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PP0848
 PP0848  HISTORY     - Date     Condition        Report By
 PP0848  HISTORY     - 1970     MONUMENTED       MNDT
 PP0848  HISTORY     - 1971     GOOD             MNDT
 PP0848  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 PP0848  HISTORY     - 20070816 MARK NOT FOUND   MNDT
 PP0848
 PP0848                          STATION DESCRIPTION
 PP0848
 PP0848'DESCRIBED BY MN DEPT OF TRANSP 1971
 PP0848'IN BLOOMINGTON.
 PP0848'ELKO TO BLOOMINGTON, 4.1 MILES SOUTH OF FAI 494 ALONG FAI 35W, IN THE
 PP0848'NORTHWEST CORNER (CURB) OF BRIDGE NO. 5983, FAI 35W OVER THE MINNESOTA
 PP0848'RIVER, BELOW THE IDENTIFICATION PLATE ABOUT 0.5 FEET HIGHER THAN THE
 PP0848'ROADWAY.
 PP0848
 PP0848                          STATION RECOVERY (1987)
 PP0848
 PP0848'RECOVERY NOTE BY US POWER SQUADRON 1987 (DCL)
 PP0848'MARK NOT FOUND.
 PP0848
 PP0848                          STATION RECOVERY (2007)
 PP0848
 PP0848'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (JJB)
 PP0848'THE MARK WAS NOT RECOVERED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 PP1198 ***********************************************************************
 PP1198  DESIGNATION -  2782 AE
 PP1198  PID         -  PP1198
 PP1198  STATE/COUNTY-  MN/HENNEPIN
 PP1198  COUNTRY     -  US
 PP1198  USGS QUAD   -  MINNEAPOLIS SOUTH (2019)
 PP1198
 PP1198                         *CURRENT SURVEY CONTROL
 PP1198  ______________________________________________________________________
 PP1198* NAD 83(1986) POSITION- 44 57 33.     (N) 093 16 08.     (W)   SCALED
 PP1198* NAVD 88 ORTHO HEIGHT -   267.184 (meters)      876.59  (feet) ADJUSTED
 PP1198  ______________________________________________________________________
 PP1198  GEOID HEIGHT    -        -27.141 (meters)                     GEOID18
 PP1198  DYNAMIC HEIGHT  -        267.177 (meters)      876.56  (feet) COMP
 PP1198  MODELED GRAVITY -    980,583.2   (mgal)                       NAVD 88
 PP1198
 PP1198  VERT ORDER      -  SECOND    CLASS 0
 PP1198
 PP1198.The horizontal coordinates were scaled from a map and have
 PP1198.an estimated accuracy of +/- 6 seconds.
 PP1198
 PP1198.The orthometric height was determined by differential leveling and
 PP1198.adjusted by the NATIONAL GEODETIC SURVEY
 PP1198.in June 1991.
 PP1198
 PP1198.Significant digits in the geoid height do not necessarily reflect accuracy.
 PP1198.GEOID18 height accuracy estimate available here.
 PP1198
 PP1198.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK787784(NAD 83)
 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
 PP1198.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PP1198.See file dsdata.pdf to determine how the superseded data were derived.
 PP1198
 PP1198_MARKER: DB = BENCH MARK DISK
 PP1198_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 PP1198_SP_SET: BRIDGE
 PP1198_STAMPING: 2782 AE 1970
 PP1198_MARK LOGO: MNHD
 PP1198_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PP1198
 PP1198  HISTORY     - Date     Condition        Report By
 PP1198  HISTORY     - 1970     MONUMENTED       MNDT
 PP1198  HISTORY     - 20070822 MARK NOT FOUND   MNDT
 PP1198
 PP1198                          STATION DESCRIPTION
 PP1198
 PP1198'DESCRIBED BY MN DEPT OF TRANSP 1970
 PP1198'IN MINNEAPOLIS.
 PP1198'MARK IS LOCATED IN MINNEAPOLIS, ABOUT 0.5 MILES SOUTH OF THE WEST
 PP1198'JUNCTION OF FAI 35W AND FAI 94 IN MINNEAPOLIS, IN THE NORTHEAST CORNER
 PP1198'OF BRIDGE NO. 27871, FAI 35W SOUTHBOUND OVER FAI 35W NORTHBOUND EXIT
 PP1198'INTO MINNEAPOLIS.  NE 1/4 SECTION 34, T 29N, R 24W.
 PP1198
 PP1198                          STATION RECOVERY (2007)
 PP1198
 PP1198'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (JJB)
 PP1198'THE MARK WAS NOT RECOVERED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 PP1199 ***********************************************************************
 PP1199  DESIGNATION -  2782 AF
 PP1199  PID         -  PP1199
 PP1199  STATE/COUNTY-  MN/HENNEPIN
 PP1199  COUNTRY     -  US
 PP1199  USGS QUAD   -  MINNEAPOLIS SOUTH (2019)
 PP1199
 PP1199                         *CURRENT SURVEY CONTROL
 PP1199  ______________________________________________________________________
 PP1199* NAD 83(1986) POSITION- 44 57 45.29   (N) 093 16 08.62   (W)   HD_HELD1
 PP1199* NAVD 88 ORTHO HEIGHT -   263.496 (meters)      864.49  (feet) ADJUSTED
 PP1199  ______________________________________________________________________
 PP1199  GEOID HEIGHT    -        -27.142 (meters)                     GEOID18
 PP1199  DYNAMIC HEIGHT  -        263.490 (meters)      864.47  (feet) COMP
 PP1199  MODELED GRAVITY -    980,583.5   (mgal)                       NAVD 88
 PP1199
 PP1199  VERT ORDER      -  SECOND    CLASS 0
 PP1199
 PP1199.The horizontal coordinates were determined by differentially corrected
 PP1199.hand held GPS observations or other comparable positioning techniques
 PP1199.and have an estimated accuracy of +/- 3 meters.
 PP1199
 PP1199.The orthometric height was determined by differential leveling and
 PP1199.adjusted by the NATIONAL GEODETIC SURVEY
 PP1199.in June 1991.
 PP1199
 PP1199.Significant digits in the geoid height do not necessarily reflect accuracy.
 PP1199.GEOID18 height accuracy estimate available here.
 PP1199
 PP1199.Click photographs - Photos may exist for this station.
 PP1199
 PP1199.The dynamic height is computed by dividing the NAVD 88
 PP1199.geopotential number by the normal gravity value computed on the
 PP1199.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP1199.degrees latitude (g = 980.6199 gals.).
 PP1199
 PP1199.The modeled gravity was interpolated from observed gravity values.
 PP1199
 PP1199;                    North         East    Units  Estimated Accuracy
 PP1199;SPC MN S     -   318,326.3     857,666.3     MT  (+/- 3 meters HH1 GPS) 
 PP1199
 PP1199_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK7878078828(NAD 83)
 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
 PP1199.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PP1199.See file dsdata.pdf to determine how the superseded data were derived.
 PP1199
 PP1199_MARKER: DD = SURVEY DISK
 PP1199_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 PP1199_SP_SET: BRIDGE WALKWAY
 PP1199_STAMPING: 2782 AF 1970
 PP1199_MARK LOGO: MNHD
 PP1199_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PP1199_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PP1199+SATELLITE: SATELLITE OBSERVATIONS - August 06, 2013
 PP1199
 PP1199  HISTORY     - Date     Condition        Report By
 PP1199  HISTORY     - 1970     MONUMENTED       MNHD
 PP1199  HISTORY     - 1987     GOOD             USPSQD
 PP1199  HISTORY     - 1991     GOOD             USPSQD
 PP1199  HISTORY     - 19950727 GOOD             USPSQD
 PP1199  HISTORY     - 20070822 GOOD             MNDT
 PP1199  HISTORY     - 20130806 GOOD             MNDT
 PP1199  HISTORY     - 20180328 MARK NOT FOUND   MNDT
 PP1199
 PP1199                          STATION DESCRIPTION
 PP1199
 PP1199'DESCRIBED BY MN HIGHWAY DEPT 1970
 PP1199'IN MINNEAPOLIS.
 PP1199'MARK IS LOCATED IN MINNEAPOLIS, ABOUT 0.25 MILES SOUTH OF THE WEST
 PP1199'JUNCTION OF FAI 35W AND FAI 94 IN MINNEAPOLIS, IN THE SOUTHEAST CORNER
 PP1199'OF BRIDGE NO. 27872, FRANKLIN AVENUE OVER FAI 35W.  NE 1/4 SECTION 34,
 PP1199'T 29N, R 24W.
 PP1199
 PP1199                          STATION RECOVERY (1987)
 PP1199
 PP1199'RECOVERY NOTE BY US POWER SQUADRON 1987 (TZ)
 PP1199'RECOVERED IN GOOD CONDITION.
 PP1199
 PP1199                          STATION RECOVERY (1991)
 PP1199
 PP1199'RECOVERY NOTE BY US POWER SQUADRON 1991 (TJZ)
 PP1199'RECOVERED IN GOOD CONDITION.
 PP1199
 PP1199                          STATION RECOVERY (1995)
 PP1199
 PP1199'RECOVERY NOTE BY US POWER SQUADRON 1995
 PP1199'RECOVERED IN GOOD CONDITION.
 PP1199
 PP1199                          STATION RECOVERY (2007)
 PP1199
 PP1199'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (JJB)
 PP1199'THE MARK IS LOCATED ABOUT 8.5 MI (13.7 KM) NORTH OF BLOOMINGTON, 7.8
 PP1199'MI (12.6 KM) SOUTH-SOUTHWEST OF NEW BRIGHTON AND 1.2 MI (1.9 KM)
 PP1199'SOUTH-SOUTHWEST OF MINNEAPOLIS.
 PP1199'
 PP1199'TO REACH TO THE MARK AT MINNEAPOLIS, 0.25 MI (0.4 KM) SOUTH OF WEST
 PP1199'JUNCTION OF INTERSTATE HIGHWAY 35W AND INTERSTATE HIGHWAY 94, IN
 PP1199'SOUTHEAST CORNER OF FRANKLIN AVENUE BRIDGE 27872 OVER INTERSTATE
 PP1199'HIGHWAY 35.
 PP1199
 PP1199                          STATION RECOVERY (2013)
 PP1199
 PP1199'RECOVERY NOTE BY MN DEPT OF TRANSP 2013 (MAS)
 PP1199'RECOVERED AS DESCRIBED.
 PP1199
 PP1199                          STATION RECOVERY (2018)
 PP1199
 PP1199'RECOVERY NOTE BY MN DEPT OF TRANSP 2018 (MDM)
 PP1199'AFTER A THOROUGH FIELD SEARCH MARK WAS NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DK6941 ***********************************************************************
 DK6941  DESIGNATION -  2782 AG
 DK6941  PID         -  DK6941
 DK6941  STATE/COUNTY-  MN/HENNEPIN
 DK6941  COUNTRY     -  US
 DK6941  USGS QUAD   -  BLOOMINGTON (2019)
 DK6941
 DK6941                         *CURRENT SURVEY CONTROL
 DK6941  ______________________________________________________________________
 DK6941* NAD 83(1986) POSITION- 44 49 34.14   (N) 093 17 27.63   (W)   HD_HELD1
 DK6941* NAVD 88 ORTHO HEIGHT -   255.519 (meters)      838.32  (feet) ADJUSTED
 DK6941  ______________________________________________________________________
 DK6941  GEOID HEIGHT    -        -27.145 (meters)                     GEOID18
 DK6941  DYNAMIC HEIGHT  -        255.512 (meters)      838.29  (feet) COMP
 DK6941  MODELED GRAVITY -    980,582.4   (mgal)                       NAVD 88
 DK6941
 DK6941  VERT ORDER      -  SECOND    CLASS I
 DK6941
 DK6941.The horizontal coordinates were determined by differentially corrected
 DK6941.hand held GPS observations or other comparable positioning techniques
 DK6941.and have an estimated accuracy of +/- 3 meters.
 DK6941
 DK6941.The orthometric height was determined by differential leveling and
 DK6941.adjusted by the NATIONAL GEODETIC SURVEY
 DK6941.in May 2010.
 DK6941
 DK6941.No vertical observational check was made to the station.
 DK6941
 DK6941.Significant digits in the geoid height do not necessarily reflect accuracy.
 DK6941.GEOID18 height accuracy estimate available here.
 DK6941
 DK6941.Click photographs - Photos may exist for this station.
 DK6941
 DK6941.The dynamic height is computed by dividing the NAVD 88
 DK6941.geopotential number by the normal gravity value computed on the
 DK6941.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK6941.degrees latitude (g = 980.6199 gals.).
 DK6941
 DK6941.The modeled gravity was interpolated from observed gravity values.
 DK6941
 DK6941;                    North         East    Units  Estimated Accuracy
 DK6941;SPC MN S     -   303,151.0     856,066.4     MT  (+/- 3 meters HH1 GPS) 
 DK6941
 DK6941_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK7699463679(NAD 83)
 DK6941
 DK6941                          SUPERSEDED SURVEY CONTROL
 DK6941
 DK6941.No superseded survey control is available for this station.
 DK6941
 DK6941_MARKER: DV = VERTICAL CONTROL DISK
 DK6941_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DK6941_SP_SET: BRIDGE RAILING
 DK6941_STAMPING: 2782 AG 1987
 DK6941_MARK LOGO: MNDT
 DK6941_MAGNETIC: N = NO MAGNETIC MATERIAL
 DK6941_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DK6941_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DK6941+SATELLITE: SATELLITE OBSERVATIONS - 1987
 DK6941
 DK6941  HISTORY     - Date     Condition        Report By
 DK6941  HISTORY     - 1987     MONUMENTED       MNDT
 DK6941
 DK6941                          STATION DESCRIPTION
 DK6941
 DK6941'DESCRIBED BY MN DEPT OF TRANSP 1987
 DK6941'THE MARK IS LOCATED ABOUT 10.1 MI (16.3 KM) NORTHEAST OF PRIOR LAKE,
 DK6941'9.1 MI (14.6 KM) EAST-SOUTHEAST OF EDEN PRAIRIE AND 1.1 MI (1.7 KM)
 DK6941'SOUTH-SOUTHEAST TO BLOOMINGTON, 2.5 MI (4.0 KM) SOUTH OF THE JUNCTION
 DK6941'OF INTERSTATE HIGHWAY 35W AND INTERSTATE HIGHWAY 494, IN SOUTHEAST
 DK6941'CORNER OF SOUTHEAST RAIL OF 98TH STREET BRIDGE 27735 OVER INTERSTATE
 DK6941'HIGHWAY 35W.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DQ8767 ***********************************************************************
 DQ8767  DESIGNATION -  2782 AG 1
 DQ8767  PID         -  DQ8767
 DQ8767  STATE/COUNTY-  MN/HENNEPIN
 DQ8767  COUNTRY     -  US
 DQ8767  USGS QUAD   -  BLOOMINGTON (2019)
 DQ8767
 DQ8767                         *CURRENT SURVEY CONTROL
 DQ8767  ______________________________________________________________________
 DQ8767* NAD 83(2011) POSITION- 44 48 42.24793(N) 093 17 20.14489(W)   ADJUSTED
 DQ8767* NAD 83(2011) ELLIP HT-   217.597 (meters)        (07/28/20)   ADJUSTED
 DQ8767* NAD 83(2011) EPOCH   -  2010.00
 DQ8767* NAVD 88 ORTHO HEIGHT -   244.757 (meters)      803.01  (feet) ADJUSTED
 DQ8767  ______________________________________________________________________
 DQ8767  GEOID HEIGHT    -        -27.167 (meters)                     GEOID18
 DQ8767  NAD 83(2011) X  -   -260,035.470 (meters)                     COMP
 DQ8767  NAD 83(2011) Y  - -4,525,049.464 (meters)                     COMP
 DQ8767  NAD 83(2011) Z  -  4,472,683.529 (meters)                     COMP
 DQ8767  LAPLACE CORR    -         -5.26  (seconds)                    DEFLEC18
 DQ8767  DYNAMIC HEIGHT  -        244.750 (meters)      802.98  (feet) COMP
 DQ8767  MODELED GRAVITY -    980,582.6   (mgal)                       NAVD 88
 DQ8767
 DQ8767  VERT ORDER      -  SECOND    CLASS I
 DQ8767
 DQ8767  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DQ8767  Standards:
 DQ8767         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DQ8767            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DQ8767  -------------------------------------------------------------------
 DQ8767  NETWORK    0.61   1.16           0.28   0.21   0.59     -0.11987571
 DQ8767  -------------------------------------------------------------------
 DQ8767  Click here for local accuracies and other accuracy information.
 DQ8767
 DQ8767.The horizontal coordinates were established by GPS observations
 DQ8767.and adjusted by the MN DEPT OF TRANSP in July 2020.
 DQ8767
 DQ8767.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DQ8767.been affixed to the stable North American tectonic plate. See 
 DQ8767.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DQ8767
 DQ8767.The horizontal coordinates are valid at the epoch date displayed above
 DQ8767.which is a decimal equivalence of Year/Month/Day.
 DQ8767
 DQ8767.The orthometric height was determined by differential leveling and
 DQ8767.adjusted by the NATIONAL GEODETIC SURVEY
 DQ8767.in August 2020.
 DQ8767
 DQ8767.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ8767.GEOID18 height accuracy estimate available here.
 DQ8767
 DQ8767.Click photographs - Photos may exist for this station.
 DQ8767
 DQ8767.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DQ8767
 DQ8767.The Laplace correction was computed from DEFLEC18 derived deflections.
 DQ8767
 DQ8767.The ellipsoidal height was determined by GPS observations
 DQ8767.and is referenced to NAD 83.
 DQ8767
 DQ8767.The dynamic height is computed by dividing the NAVD 88
 DQ8767.geopotential number by the normal gravity value computed on the
 DQ8767.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ8767.degrees latitude (g = 980.6199 gals.).
 DQ8767
 DQ8767.The modeled gravity was interpolated from observed gravity values.
 DQ8767
 DQ8767. The following values were computed from the NAD 83(2011) position.
 DQ8767
 DQ8767;                    North         East     Units Scale Factor Converg.
 DQ8767;SPC MN S     -   301,550.692   856,244.715   MT  0.99993668   +0 29 54.3
 DQ8767;SPC MN S     -   989,337.56  2,809,196.20   sFT  0.99993668   +0 29 54.3
 DQ8767;UTM  15      - 4,962,077.549   477,153.514   MT  0.99960642   -0 12 13.1
 DQ8767
 DQ8767!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DQ8767!SPC MN S     -   0.99996588  x   0.99993668  =   0.99990257
 DQ8767!UTM  15      -   0.99996588  x   0.99960642  =   0.99957232
 DQ8767
 DQ8767_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK7715362077(NAD 83)
 DQ8767
 DQ8767                          SUPERSEDED SURVEY CONTROL
 DQ8767
 DQ8767.No superseded survey control is available for this station.
 DQ8767
 DQ8767_MARKER: F = FLANGE-ENCASED ROD
 DQ8767_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DQ8767_STAMPING: 2782 AG 1 2016
 DQ8767_MARK LOGO: MNDT
 DQ8767_PROJECTION: RECESSED 5 CENTIMETERS
 DQ8767_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DQ8767_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ8767_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ8767+SATELLITE: SATELLITE OBSERVATIONS - August 23, 2018
 DQ8767_ROD/PIPE-DEPTH: 19.5 meters
 DQ8767
 DQ8767  HISTORY     - Date     Condition        Report By
 DQ8767  HISTORY     - 20160509 MONUMENTED       MNDT
 DQ8767  HISTORY     - 20171019 GOOD             MNDT
 DQ8767  HISTORY     - 20180823 GOOD             MNDT
 DQ8767
 DQ8767                          STATION DESCRIPTION
 DQ8767
 DQ8767'DESCRIBED BY MN DEPT OF TRANSP 2017 (MPP)
 DQ8767'THE STATION IS LOCATED ABOUT 9.5 MI (15.3 KM) NORTHEAST OF PRIOR LAKE.
 DQ8767'TO REACH THE MARK GO 9.4 MI (15.1 KM) EAST-SOUTHEAST OF EDEN PRAIRIE
 DQ8767'AND 2.1 MI (3.4 KM) SOUTH-SOUTHEAST OF BLOOMINGTON.  3.4 MI (5.5 KM)
 DQ8767'SOUTH ALONG INTERSTATE HIGHWAY 35W FROM THE JUNCTION OF INTERSTATE
 DQ8767'HIGHWAY 35W AND INTERSTATE HIGHWAY 494 IN BLOOMINGTON TO INTERSTATE
 DQ8767'HIGHWAY 35W MILE POINT 5.1, THEN 0.15 MI (0.24 KM) EAST ON 106TH
 DQ8767'STREET.
 DQ8767'
 DQ8767'THE MARK IS LOCATED 40.5 FT (12.3 M) SOUTH OF 106TH STREET, 77.0 FT
 DQ8767'(23.5 M) WEST OF LYNDALE AVENUE SOUTH, 1.0 FT (0.3 M) NORTH OF A
 DQ8767'WITNESS POST.
 DQ8767'
 DQ8767'NOTE-THE STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM ROD
 DQ8767'DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION REMOVABLE DISK
 DQ8767'SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH PVC
 DQ8767'PIPE BACK FILLED WITH WASHED SAND.
 DQ8767
 DQ8767                          STATION RECOVERY (2018)
 DQ8767
 DQ8767'RECOVERY NOTE BY MN DEPT OF TRANSP 2018 (KXJ)
 DQ8767'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DK6937 ***********************************************************************
 DK6937  DESIGNATION -  2782 AH
 DK6937  PID         -  DK6937
 DK6937  STATE/COUNTY-  MN/HENNEPIN
 DK6937  COUNTRY     -  US
 DK6937  USGS QUAD   -  BLOOMINGTON (2019)
 DK6937
 DK6937                         *CURRENT SURVEY CONTROL
 DK6937  ______________________________________________________________________
 DK6937* NAD 83(1986) POSITION- 44 51 32.40   (N) 093 17 50.92   (W)   HD_HELD1
 DK6937* NAVD 88 ORTHO HEIGHT -   261.430 (meters)      857.71  (feet) ADJUSTED
 DK6937  ______________________________________________________________________
 DK6937  GEOID HEIGHT    -        -27.108 (meters)                     GEOID18
 DK6937  DYNAMIC HEIGHT  -        261.423 (meters)      857.69  (feet) COMP
 DK6937  MODELED GRAVITY -    980,581.1   (mgal)                       NAVD 88
 DK6937
 DK6937  VERT ORDER      -  SECOND    CLASS I
 DK6937
 DK6937.The horizontal coordinates were determined by differentially corrected
 DK6937.hand held GPS observations or other comparable positioning techniques
 DK6937.and have an estimated accuracy of +/- 3 meters.
 DK6937
 DK6937.The orthometric height was determined by differential leveling and
 DK6937.adjusted by the NATIONAL GEODETIC SURVEY
 DK6937.in May 2010.
 DK6937
 DK6937.Significant digits in the geoid height do not necessarily reflect accuracy.
 DK6937.GEOID18 height accuracy estimate available here.
 DK6937
 DK6937.Click photographs - Photos may exist for this station.
 DK6937
 DK6937.The dynamic height is computed by dividing the NAVD 88
 DK6937.geopotential number by the normal gravity value computed on the
 DK6937.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK6937.degrees latitude (g = 980.6199 gals.).
 DK6937
 DK6937.The modeled gravity was interpolated from observed gravity values.
 DK6937
 DK6937;                    North         East    Units  Estimated Accuracy
 DK6937;SPC MN S     -   306,796.8     855,523.4     MT  (+/- 3 meters HH1 GPS) 
 DK6937
 DK6937_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK7649667330(NAD 83)
 DK6937
 DK6937                          SUPERSEDED SURVEY CONTROL
 DK6937
 DK6937.No superseded survey control is available for this station.
 DK6937
 DK6937_MARKER: DD = SURVEY DISK
 DK6937_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DK6937_SP_SET: BRIDGE RAILING
 DK6937_STAMPING: 2782 AH 2005
 DK6937_MARK LOGO: MNDT
 DK6937_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DK6937_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DK6937_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DK6937+SATELLITE: SATELLITE OBSERVATIONS - 2005
 DK6937
 DK6937  HISTORY     - Date     Condition        Report By
 DK6937  HISTORY     - 2005     MONUMENTED       MNDT
 DK6937
 DK6937                          STATION DESCRIPTION
 DK6937
 DK6937'DESCRIBED BY MN DEPT OF TRANSP 2005
 DK6937'THE MARK IS LOCATED ABOUT 8.5 MI (13.7 KM) EAST OF EDEN PRAIRIE, 8.5
 DK6937'MI (13.7 KM) SOUTH OF MINNEAPOLIS AND 1.2 MI (1.9 KM) NORTH TO
 DK6937'BLOOMINGTON.
 DK6937'
 DK6937'MARK SET IN RAIL IN SOUTHEAST CORNER OF WEST 79TH STREET BRIDGE OVER
 DK6937'INTERSTATE 35 WEST, 0.20 MI (0.3 KM) SOUTH ALONG INTERSTATE 35 W FROM
 DK6937'THE JUNCTION OF INTERSTATE 35 W AND INTERSTATE 494 IN BLOOMINGTON,
 DK6937'345.3 FT (105.2 M) WEST OF END OF BRIDGE, 44.10 FT (13.4 M) SOUTH OF
 DK6937'THE CENTERLINE.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DK6936 ***********************************************************************
 DK6936  DESIGNATION -  2782 AJ
 DK6936  PID         -  DK6936
 DK6936  STATE/COUNTY-  MN/HENNEPIN
 DK6936  COUNTRY     -  US
 DK6936  USGS QUAD   -  BLOOMINGTON (2019)
 DK6936
 DK6936                         *CURRENT SURVEY CONTROL
 DK6936  ______________________________________________________________________
 DK6936* NAD 83(1986) POSITION- 44 51 31.15   (N) 093 17 55.97   (W)   HD_HELD1
 DK6936* NAVD 88 ORTHO HEIGHT -   260.421 (meters)      854.40  (feet) ADJUSTED
 DK6936  ______________________________________________________________________
 DK6936  GEOID HEIGHT    -        -27.106 (meters)                     GEOID18
 DK6936  DYNAMIC HEIGHT  -        260.414 (meters)      854.37  (feet) COMP
 DK6936  MODELED GRAVITY -    980,581.2   (mgal)                       NAVD 88
 DK6936
 DK6936  VERT ORDER      -  SECOND    CLASS I
 DK6936
 DK6936.The horizontal coordinates were determined by differentially corrected
 DK6936.hand held GPS observations or other comparable positioning techniques
 DK6936.and have an estimated accuracy of +/- 3 meters.
 DK6936
 DK6936.The orthometric height was determined by differential leveling and
 DK6936.adjusted by the NATIONAL GEODETIC SURVEY
 DK6936.in May 2010.
 DK6936
 DK6936.Significant digits in the geoid height do not necessarily reflect accuracy.
 DK6936.GEOID18 height accuracy estimate available here.
 DK6936
 DK6936.Click photographs - Photos may exist for this station.
 DK6936
 DK6936.The dynamic height is computed by dividing the NAVD 88
 DK6936.geopotential number by the normal gravity value computed on the
 DK6936.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK6936.degrees latitude (g = 980.6199 gals.).
 DK6936
 DK6936.The modeled gravity was interpolated from observed gravity values.
 DK6936
 DK6936;                    North         East    Units  Estimated Accuracy
 DK6936;SPC MN S     -   306,757.2     855,412.9     MT  (+/- 3 meters HH1 GPS) 
 DK6936
 DK6936_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK7638567292(NAD 83)
 DK6936
 DK6936                          SUPERSEDED SURVEY CONTROL
 DK6936
 DK6936.No superseded survey control is available for this station.
 DK6936
 DK6936_MARKER: DD = SURVEY DISK
 DK6936_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DK6936_SP_SET: BRIDGE RAILING
 DK6936_STAMPING: 2782 AJ 2005
 DK6936_MARK LOGO: MNDT
 DK6936_MAGNETIC: N = NO MAGNETIC MATERIAL
 DK6936_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DK6936_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DK6936+SATELLITE: SATELLITE OBSERVATIONS - 2005
 DK6936
 DK6936  HISTORY     - Date     Condition        Report By
 DK6936  HISTORY     - 2005     MONUMENTED       MNDT
 DK6936
 DK6936                          STATION DESCRIPTION
 DK6936
 DK6936'DESCRIBED BY MN DEPT OF TRANSP 2005
 DK6936'THE MARK IS LOCATED ABOUT 8.6 MI (13.8 KM) SOUTH-SOUTHWEST OF
 DK6936'MINNEAPOLIS, 8.4 MI (13.6 KM) EAST OF EDEN PRAIRIE, 1.2 MI NORTH TO
 DK6936'BLOOMINGTON.
 DK6936'
 DK6936'MARK IS SET IN SOUTHWEST CORNER OF WEST 79TH STREET BRIDGE OVER
 DK6936'INTERSTATE 35 WEST, 0.20 MI (0.3 KM) SOUTH ALONG INTERSTATE 35 W FROM
 DK6936'THE JUNCTION OF INTERSTATE 35 W AND INTERSTATE 494 IN BLOOMINGTON,
 DK6936'327.5 FT (99.8 M) EAST OF END OF BRIDGE, 45.7 FT (13.9 M) SOUTH OF THE
 DK6936'CENTERLINE.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DQ8759 ***********************************************************************
 DQ8759  DESIGNATION -  2782 AN
 DQ8759  PID         -  DQ8759
 DQ8759  STATE/COUNTY-  MN/HENNEPIN
 DQ8759  COUNTRY     -  US
 DQ8759  USGS QUAD   -  MINNEAPOLIS SOUTH (2019)
 DQ8759
 DQ8759                         *CURRENT SURVEY CONTROL
 DQ8759  ______________________________________________________________________
 DQ8759* NAD 83(2011) POSITION- 44 56 07.62844(N) 093 16 29.91748(W)   ADJUSTED
 DQ8759* NAD 83(2011) ELLIP HT-   231.045 (meters)        (07/28/20)   ADJUSTED
 DQ8759* NAD 83(2011) EPOCH   -  2010.00
 DQ8759* NAVD 88 ORTHO HEIGHT -   258.170 (meters)      847.01  (feet) ADJUSTED
 DQ8759  ______________________________________________________________________
 DQ8759  GEOID HEIGHT    -        -27.128 (meters)                     GEOID18
 DQ8759  NAD 83(2011) X  -   -258,379.940 (meters)                     COMP
 DQ8759  NAD 83(2011) Y  - -4,515,437.438 (meters)                     COMP
 DQ8759  NAD 83(2011) Z  -  4,482,436.485 (meters)                     COMP
 DQ8759  LAPLACE CORR    -         -3.79  (seconds)                    DEFLEC18
 DQ8759  DYNAMIC HEIGHT  -        258.162 (meters)      846.99  (feet) COMP
 DQ8759  MODELED GRAVITY -    980,581.1   (mgal)                       NAVD 88
 DQ8759
 DQ8759  VERT ORDER      -  SECOND    CLASS I
 DQ8759
 DQ8759  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DQ8759  Standards:
 DQ8759         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DQ8759            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DQ8759  -------------------------------------------------------------------
 DQ8759  NETWORK    0.60   1.14           0.27   0.21   0.58     -0.14671589
 DQ8759  -------------------------------------------------------------------
 DQ8759  Click here for local accuracies and other accuracy information.
 DQ8759
 DQ8759.The horizontal coordinates were established by GPS observations
 DQ8759.and adjusted by the MN DEPT OF TRANSP in July 2020.
 DQ8759
 DQ8759.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DQ8759.been affixed to the stable North American tectonic plate. See 
 DQ8759.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DQ8759
 DQ8759.The horizontal coordinates are valid at the epoch date displayed above
 DQ8759.which is a decimal equivalence of Year/Month/Day.
 DQ8759
 DQ8759.The orthometric height was determined by differential leveling and
 DQ8759.adjusted by the NATIONAL GEODETIC SURVEY
 DQ8759.in August 2020.
 DQ8759
 DQ8759.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ8759.GEOID18 height accuracy estimate available here.
 DQ8759
 DQ8759.Click photographs - Photos may exist for this station.
 DQ8759
 DQ8759.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DQ8759
 DQ8759.The Laplace correction was computed from DEFLEC18 derived deflections.
 DQ8759
 DQ8759.The ellipsoidal height was determined by GPS observations
 DQ8759.and is referenced to NAD 83.
 DQ8759
 DQ8759.The dynamic height is computed by dividing the NAVD 88
 DQ8759.geopotential number by the normal gravity value computed on the
 DQ8759.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ8759.degrees latitude (g = 980.6199 gals.).
 DQ8759
 DQ8759.The modeled gravity was interpolated from observed gravity values.
 DQ8759
 DQ8759. The following values were computed from the NAD 83(2011) position.
 DQ8759
 DQ8759;                    North         East     Units Scale Factor Converg.
 DQ8759;SPC MN S     -   315,307.629   857,226.339   MT  0.99995070   +0 30 29.5
 DQ8759;SPC MN S     - 1,034,471.78  2,812,416.75   sFT  0.99995070   +0 30 29.5
 DQ8759;UTM  15      - 4,975,816.788   478,303.280   MT  0.99960579   -0 11 39.2
 DQ8759
 DQ8759!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DQ8759!SPC MN S     -   0.99996378  x   0.99995070  =   0.99991448
 DQ8759!UTM  15      -   0.99996378  x   0.99960579  =   0.99956958
 DQ8759
 DQ8759_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK7830375816(NAD 83)
 DQ8759
 DQ8759                          SUPERSEDED SURVEY CONTROL
 DQ8759
 DQ8759.No superseded survey control is available for this station.
 DQ8759
 DQ8759_MARKER: F = FLANGE-ENCASED ROD
 DQ8759_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DQ8759_STAMPING: 2782 AN 2017
 DQ8759_MARK LOGO: MNDT
 DQ8759_PROJECTION: RECESSED 8 CENTIMETERS
 DQ8759_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DQ8759_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ8759_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ8759+SATELLITE: SATELLITE OBSERVATIONS - August 23, 2018
 DQ8759_ROD/PIPE-DEPTH: 9.8 meters
 DQ8759
 DQ8759  HISTORY     - Date     Condition        Report By
 DQ8759  HISTORY     - 20171031 MONUMENTED       MNDT
 DQ8759  HISTORY     - 20180823 GOOD             MNDT
 DQ8759
 DQ8759                          STATION DESCRIPTION
 DQ8759
 DQ8759'DESCRIBED BY MN DEPT OF TRANSP 2017
 DQ8759'THE STATION IS LOCATED ABOUT 8.9 MI (14.3 KM) WEST OF SAINT PAUL, 6.6
 DQ8759'MI (10.6 KM) NORTH OF BLOOMINGTON AND 3.1 MI (5.0 KM) SOUTH OF
 DQ8759'MINNEAPOLIS.
 DQ8759'
 DQ8759'TO REACH THE MARK GO 2.1 MI (3.4 KM) SOUTH ALONG SOUTHBOUND INTERSTATE
 DQ8759'HIGHWAY 35W FROM THE JUNCTION OF INTERSTATE HIGHWAY 35W AND INTERSTATE
 DQ8759'HIGHWAY 94 IN MINNEAPOLIS, AT INTERSTATE HIGHWAY 35W MILE POINT 14.70.
 DQ8759'THE MARK IS LOCATED 23.0 FT (7.0 M) WEST OF THE FOG LINE OF SOUTHBOUND
 DQ8759'INTERSTATE HIGHWAY 35W, 19.8 FT (6.0 M) EAST OF THE ON RAMP TO
 DQ8759'SOUTHBOUND INTERSTATE HIGHWAY 35W, 90.5 FT (27.6 M) NORTH OF A LIGHT
 DQ8759'POLE, 1.5 FT (0.5 M) EAST OF A WITNESS POST.
 DQ8759'
 DQ8759'NOTE-THE STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM ROD
 DQ8759'DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION REMOVABLE DISK
 DQ8759'SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH PVC
 DQ8759'PIPE BACK FILLED WITH WASHED SAND.
 DQ8759
 DQ8759                          STATION RECOVERY (2018)
 DQ8759
 DQ8759'RECOVERY NOTE BY MN DEPT OF TRANSP 2018 (MPP)
 DQ8759'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DQ8760 ***********************************************************************
 DQ8760  DESIGNATION -  2782 AP
 DQ8760  PID         -  DQ8760
 DQ8760  STATE/COUNTY-  MN/HENNEPIN
 DQ8760  COUNTRY     -  US
 DQ8760  USGS QUAD   -  MINNEAPOLIS SOUTH (2019)
 DQ8760
 DQ8760                         *CURRENT SURVEY CONTROL
 DQ8760  ______________________________________________________________________
 DQ8760* NAD 83(2011) POSITION- 44 55 37.15667(N) 093 16 30.56597(W)   ADJUSTED
 DQ8760* NAD 83(2011) ELLIP HT-   228.872 (meters)        (07/28/20)   ADJUSTED
 DQ8760* NAD 83(2011) EPOCH   -  2010.00
 DQ8760* NAVD 88 ORTHO HEIGHT -   256.023 (meters)      839.97  (feet) ADJUSTED
 DQ8760  ______________________________________________________________________
 DQ8760  GEOID HEIGHT    -        -27.127 (meters)                     GEOID18
 DQ8760  NAD 83(2011) X  -   -258,432.005 (meters)                     COMP
 DQ8760  NAD 83(2011) Y  - -4,516,098.369 (meters)                     COMP
 DQ8760  NAD 83(2011) Z  -  4,481,768.988 (meters)                     COMP
 DQ8760  LAPLACE CORR    -         -3.92  (seconds)                    DEFLEC18
 DQ8760  DYNAMIC HEIGHT  -        256.015 (meters)      839.94  (feet) COMP
 DQ8760  MODELED GRAVITY -    980,580.5   (mgal)                       NAVD 88
 DQ8760
 DQ8760  VERT ORDER      -  SECOND    CLASS I
 DQ8760
 DQ8760  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DQ8760  Standards:
 DQ8760         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DQ8760            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DQ8760  -------------------------------------------------------------------
 DQ8760  NETWORK    0.69   1.22           0.31   0.24   0.62     -0.33169000
 DQ8760  -------------------------------------------------------------------
 DQ8760  Click here for local accuracies and other accuracy information.
 DQ8760
 DQ8760.The horizontal coordinates were established by GPS observations
 DQ8760.and adjusted by the MN DEPT OF TRANSP in July 2020.
 DQ8760
 DQ8760.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DQ8760.been affixed to the stable North American tectonic plate. See 
 DQ8760.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DQ8760
 DQ8760.The horizontal coordinates are valid at the epoch date displayed above
 DQ8760.which is a decimal equivalence of Year/Month/Day.
 DQ8760
 DQ8760.The orthometric height was determined by differential leveling and
 DQ8760.adjusted by the NATIONAL GEODETIC SURVEY
 DQ8760.in August 2020.
 DQ8760
 DQ8760.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ8760.GEOID18 height accuracy estimate available here.
 DQ8760
 DQ8760.Click photographs - Photos may exist for this station.
 DQ8760
 DQ8760.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DQ8760
 DQ8760.The Laplace correction was computed from DEFLEC18 derived deflections.
 DQ8760
 DQ8760.The ellipsoidal height was determined by GPS observations
 DQ8760.and is referenced to NAD 83.
 DQ8760
 DQ8760.The dynamic height is computed by dividing the NAVD 88
 DQ8760.geopotential number by the normal gravity value computed on the
 DQ8760.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ8760.degrees latitude (g = 980.6199 gals.).
 DQ8760
 DQ8760.The modeled gravity was interpolated from observed gravity values.
 DQ8760
 DQ8760. The following values were computed from the NAD 83(2011) position.
 DQ8760
 DQ8760;                    North         East     Units Scale Factor Converg.
 DQ8760;SPC MN S     -   314,366.937   857,220.462   MT  0.99994959   +0 30 29.0
 DQ8760;SPC MN S     - 1,031,385.53  2,812,397.47   sFT  0.99994959   +0 30 29.0
 DQ8760;UTM  15      - 4,974,876.562   478,285.878   MT  0.99960580   -0 11 39.5
 DQ8760
 DQ8760!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DQ8760!SPC MN S     -   0.99996412  x   0.99994959  =   0.99991371
 DQ8760!UTM  15      -   0.99996412  x   0.99960580  =   0.99956993
 DQ8760
 DQ8760_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK7828574876(NAD 83)
 DQ8760
 DQ8760                          SUPERSEDED SURVEY CONTROL
 DQ8760
 DQ8760.No superseded survey control is available for this station.
 DQ8760
 DQ8760_MARKER: F = FLANGE-ENCASED ROD
 DQ8760_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DQ8760_STAMPING: 2782 AP 2017
 DQ8760_MARK LOGO: MNDT
 DQ8760_PROJECTION: RECESSED 8 CENTIMETERS
 DQ8760_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DQ8760_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ8760_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ8760+SATELLITE: SATELLITE OBSERVATIONS - August 23, 2018
 DQ8760_ROD/PIPE-DEPTH: 20.1 meters
 DQ8760
 DQ8760  HISTORY     - Date     Condition        Report By
 DQ8760  HISTORY     - 20171031 MONUMENTED       MNDT
 DQ8760  HISTORY     - 20180823 GOOD             MNDT
 DQ8760
 DQ8760                          STATION DESCRIPTION
 DQ8760
 DQ8760'DESCRIBED BY MN DEPT OF TRANSP 2017
 DQ8760'THE STATION IS LOCATED ABOUT 9.0 MI (14.5 KM) WEST OF SAINT PAUL, 6.1
 DQ8760'MI (9.8 KM) NORTH OF BLOOMINGTON AND 3.7 MI (6.0 KM) SOUTH OF
 DQ8760'MINNEAPOLIS.
 DQ8760'
 DQ8760'TO REACH THE MARK AT THE JUNCTION OF INTERSTATE HIGHWAY 35W AND EAST
 DQ8760'42ND STREET IN MINNEAPOLIS.
 DQ8760'
 DQ8760'THE MARK IS LOCATED 34.4 FT (10.5 M) NORTH OF EAST 42ND STREET, 42.3
 DQ8760'FT (12.9 M) EAST OF STEVEN AVENUE EXTENDED, 87.6 FT (26.7 M) WEST OF
 DQ8760'SOUTHBOUND INTERSTATE HIGHWAY 35W, 1.5 FT (0.5 M) SOUTH OF A WITNESS
 DQ8760'POST.
 DQ8760'
 DQ8760'NOTE-THE STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM ROD
 DQ8760'DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION REMOVABLE DISK
 DQ8760'SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH PVC
 DQ8760'PIPE BACK FILLED WITH WASHED SAND.
 DQ8760
 DQ8760                          STATION RECOVERY (2018)
 DQ8760
 DQ8760'RECOVERY NOTE BY MN DEPT OF TRANSP 2018 (MXH)
 DQ8760'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DQ8761 ***********************************************************************
 DQ8761  DESIGNATION -  2782 AQ
 DQ8761  PID         -  DQ8761
 DQ8761  STATE/COUNTY-  MN/HENNEPIN
 DQ8761  COUNTRY     -  US
 DQ8761  USGS QUAD   -  MINNEAPOLIS SOUTH (2019)
 DQ8761
 DQ8761                         *CURRENT SURVEY CONTROL
 DQ8761  ______________________________________________________________________
 DQ8761* NAD 83(2011) POSITION- 44 54 50.94527(N) 093 16 30.77991(W)   ADJUSTED
 DQ8761* NAD 83(2011) ELLIP HT-   231.742 (meters)        (07/28/20)   ADJUSTED
 DQ8761* NAD 83(2011) EPOCH   -  2010.00
 DQ8761* NAVD 88 ORTHO HEIGHT -   258.879 (meters)      849.34  (feet) ADJUSTED
 DQ8761  ______________________________________________________________________
 DQ8761  GEOID HEIGHT    -        -27.127 (meters)                     GEOID18
 DQ8761  NAD 83(2011) X  -   -258,494.356 (meters)                     COMP
 DQ8761  NAD 83(2011) Y  - -4,517,105.826 (meters)                     COMP
 DQ8761  NAD 83(2011) Z  -  4,480,760.876 (meters)                     COMP
 DQ8761  LAPLACE CORR    -         -4.10  (seconds)                    DEFLEC18
 DQ8761  DYNAMIC HEIGHT  -        258.872 (meters)      849.32  (feet) COMP
 DQ8761  MODELED GRAVITY -    980,579.9   (mgal)                       NAVD 88
 DQ8761
 DQ8761  VERT ORDER      -  SECOND    CLASS I
 DQ8761
 DQ8761  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DQ8761  Standards:
 DQ8761         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DQ8761            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DQ8761  -------------------------------------------------------------------
 DQ8761  NETWORK    0.60   1.14           0.27   0.21   0.58     -0.15381227
 DQ8761  -------------------------------------------------------------------
 DQ8761  Click here for local accuracies and other accuracy information.
 DQ8761
 DQ8761.The horizontal coordinates were established by GPS observations
 DQ8761.and adjusted by the MN DEPT OF TRANSP in July 2020.
 DQ8761
 DQ8761.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DQ8761.been affixed to the stable North American tectonic plate. See 
 DQ8761.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DQ8761
 DQ8761.The horizontal coordinates are valid at the epoch date displayed above
 DQ8761.which is a decimal equivalence of Year/Month/Day.
 DQ8761
 DQ8761.The orthometric height was determined by differential leveling and
 DQ8761.adjusted by the NATIONAL GEODETIC SURVEY
 DQ8761.in August 2020.
 DQ8761
 DQ8761.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ8761.GEOID18 height accuracy estimate available here.
 DQ8761
 DQ8761.Click photographs - Photos may exist for this station.
 DQ8761
 DQ8761.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DQ8761
 DQ8761.The Laplace correction was computed from DEFLEC18 derived deflections.
 DQ8761
 DQ8761.The ellipsoidal height was determined by GPS observations
 DQ8761.and is referenced to NAD 83.
 DQ8761
 DQ8761.The dynamic height is computed by dividing the NAVD 88
 DQ8761.geopotential number by the normal gravity value computed on the
 DQ8761.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ8761.degrees latitude (g = 980.6199 gals.).
 DQ8761
 DQ8761.The modeled gravity was interpolated from observed gravity values.
 DQ8761
 DQ8761. The following values were computed from the NAD 83(2011) position.
 DQ8761
 DQ8761;                    North         East     Units Scale Factor Converg.
 DQ8761;SPC MN S     -   312,940.501   857,228.418   MT  0.99994795   +0 30 28.9
 DQ8761;SPC MN S     - 1,026,705.63  2,812,423.57   sFT  0.99994795   +0 30 28.9
 DQ8761;UTM  15      - 4,973,450.625   478,276.351   MT  0.99960580   -0 11 39.5
 DQ8761
 DQ8761!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DQ8761!SPC MN S     -   0.99996367  x   0.99994795  =   0.99991162
 DQ8761!UTM  15      -   0.99996367  x   0.99960580  =   0.99956948
 DQ8761
 DQ8761_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK7827673450(NAD 83)
 DQ8761
 DQ8761                          SUPERSEDED SURVEY CONTROL
 DQ8761
 DQ8761.No superseded survey control is available for this station.
 DQ8761
 DQ8761_MARKER: F = FLANGE-ENCASED ROD
 DQ8761_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DQ8761_STAMPING: 2782 AQ 2017
 DQ8761_MARK LOGO: MNDT
 DQ8761_PROJECTION: RECESSED 8 CENTIMETERS
 DQ8761_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DQ8761_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ8761_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ8761+SATELLITE: SATELLITE OBSERVATIONS - August 23, 2018
 DQ8761_ROD/PIPE-DEPTH: 14.6 meters
 DQ8761
 DQ8761  HISTORY     - Date     Condition        Report By
 DQ8761  HISTORY     - 20171101 MONUMENTED       MNDT
 DQ8761  HISTORY     - 20180823 GOOD             MNDT
 DQ8761
 DQ8761                          STATION DESCRIPTION
 DQ8761
 DQ8761'DESCRIBED BY MN DEPT OF TRANSP 2017
 DQ8761'THE STATION IS LOCATED ABOUT 9.2 MI (14.8 KM) WEST-SOUTHWEST OF SAINT
 DQ8761'PAUL, 5.2 MI (8.4 KM) NORTH-NORTHEAST OF BLOOMINGTON AND 4.6 MI (7.4
 DQ8761'KM) SOUTH OF MINNEAPOLIS.
 DQ8761'
 DQ8761'TO REACH THE MARK GO 1.65 MI (2.65 KM) NORTH ALONG INTERSTATE HIGHWAY
 DQ8761'35W FROM THE JUNCTION OF INTERSTATE HIGHWAY 35W AND TRUNK HIGHWAY 62
 DQ8761'IN RICHFIELD, AT INTERSTATE HIGHWAY 35W MILE POINT 13.15.
 DQ8761'
 DQ8761'THE MARK IS LOCATED 11.6 FT (3.5 M) WEST OF SOUTHBOUND INTERSTATE
 DQ8761'HIGHWAY 35W FOG LINE, 31.0 FT (9.4 M) SOUTH OF THE SOUND WALL, 1.5 FT
 DQ8761'(0.5 M) EAST OF A WITNESS POST.
 DQ8761'
 DQ8761'NOTE-THE STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM ROD
 DQ8761'DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION REMOVABLE DISK
 DQ8761'SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH PVC
 DQ8761'PIPE BACK FILLED WITH WASHED SAND.
 DQ8761
 DQ8761                          STATION RECOVERY (2018)
 DQ8761
 DQ8761'RECOVERY NOTE BY MN DEPT OF TRANSP 2018 (MXH)
 DQ8761'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DQ8762 ***********************************************************************
 DQ8762  DESIGNATION -  2782 AR
 DQ8762  PID         -  DQ8762
 DQ8762  STATE/COUNTY-  MN/HENNEPIN
 DQ8762  COUNTRY     -  US
 DQ8762  USGS QUAD   -  MINNEAPOLIS SOUTH (2019)
 DQ8762
 DQ8762                         *CURRENT SURVEY CONTROL
 DQ8762  ______________________________________________________________________
 DQ8762* NAD 83(2011) POSITION- 44 54 11.59073(N) 093 16 15.37426(W)   ADJUSTED
 DQ8762* NAD 83(2011) ELLIP HT-   227.406 (meters)        (07/28/20)   ADJUSTED
 DQ8762* NAD 83(2011) EPOCH   -  2010.00
 DQ8762* NAVD 88 ORTHO HEIGHT -   254.546 (meters)      835.12  (feet) ADJUSTED
 DQ8762  ______________________________________________________________________
 DQ8762  GEOID HEIGHT    -        -27.135 (meters)                     GEOID18
 DQ8762  NAD 83(2011) X  -   -258,205.742 (meters)                     COMP
 DQ8762  NAD 83(2011) Y  - -4,517,978.348 (meters)                     COMP
 DQ8762  NAD 83(2011) Z  -  4,479,897.386 (meters)                     COMP
 DQ8762  LAPLACE CORR    -         -4.19  (seconds)                    DEFLEC18
 DQ8762  DYNAMIC HEIGHT  -        254.539 (meters)      835.10  (feet) COMP
 DQ8762  MODELED GRAVITY -    980,579.5   (mgal)                       NAVD 88
 DQ8762
 DQ8762  VERT ORDER      -  SECOND    CLASS I
 DQ8762
 DQ8762  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DQ8762  Standards:
 DQ8762         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DQ8762            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DQ8762  -------------------------------------------------------------------
 DQ8762  NETWORK    0.70   1.25           0.31   0.24   0.64     -0.35540630
 DQ8762  -------------------------------------------------------------------
 DQ8762  Click here for local accuracies and other accuracy information.
 DQ8762
 DQ8762.The horizontal coordinates were established by GPS observations
 DQ8762.and adjusted by the MN DEPT OF TRANSP in July 2020.
 DQ8762
 DQ8762.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DQ8762.been affixed to the stable North American tectonic plate. See 
 DQ8762.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DQ8762
 DQ8762.The horizontal coordinates are valid at the epoch date displayed above
 DQ8762.which is a decimal equivalence of Year/Month/Day.
 DQ8762
 DQ8762.The orthometric height was determined by differential leveling and
 DQ8762.adjusted by the NATIONAL GEODETIC SURVEY
 DQ8762.in August 2020.
 DQ8762
 DQ8762.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ8762.GEOID18 height accuracy estimate available here.
 DQ8762
 DQ8762.Click photographs - Photos may exist for this station.
 DQ8762
 DQ8762.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DQ8762
 DQ8762.The Laplace correction was computed from DEFLEC18 derived deflections.
 DQ8762
 DQ8762.The ellipsoidal height was determined by GPS observations
 DQ8762.and is referenced to NAD 83.
 DQ8762
 DQ8762.The dynamic height is computed by dividing the NAVD 88
 DQ8762.geopotential number by the normal gravity value computed on the
 DQ8762.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ8762.degrees latitude (g = 980.6199 gals.).
 DQ8762
 DQ8762.The modeled gravity was interpolated from observed gravity values.
 DQ8762
 DQ8762. The following values were computed from the NAD 83(2011) position.
 DQ8762
 DQ8762;                    North         East     Units Scale Factor Converg.
 DQ8762;SPC MN S     -   311,728.766   857,577.138   MT  0.99994659   +0 30 39.7
 DQ8762;SPC MN S     - 1,022,730.13  2,813,567.66   sFT  0.99994659   +0 30 39.7
 DQ8762;UTM  15      - 4,972,235.122   478,610.078   MT  0.99960563   -0 11 28.5
 DQ8762
 DQ8762!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DQ8762!SPC MN S     -   0.99996435  x   0.99994659  =   0.99991094
 DQ8762!UTM  15      -   0.99996435  x   0.99960563  =   0.99956999
 DQ8762
 DQ8762_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK7861072235(NAD 83)
 DQ8762
 DQ8762                          SUPERSEDED SURVEY CONTROL
 DQ8762
 DQ8762.No superseded survey control is available for this station.
 DQ8762
 DQ8762_MARKER: F = FLANGE-ENCASED ROD
 DQ8762_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DQ8762_STAMPING: 2782 AR 2017
 DQ8762_MARK LOGO: MNDT
 DQ8762_PROJECTION: RECESSED 8 CENTIMETERS
 DQ8762_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DQ8762_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ8762_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ8762+SATELLITE: SATELLITE OBSERVATIONS - August 23, 2018
 DQ8762_ROD/PIPE-DEPTH: 14.3 meters
 DQ8762
 DQ8762  HISTORY     - Date     Condition        Report By
 DQ8762  HISTORY     - 20171031 MONUMENTED       MNDT
 DQ8762  HISTORY     - 20180823 GOOD             MNDT
 DQ8762
 DQ8762                          STATION DESCRIPTION
 DQ8762
 DQ8762'DESCRIBED BY MN DEPT OF TRANSP 2017
 DQ8762'THE STATION IS LOCATED ABOUT 9.2 MI (14.8 KM) WEST-SOUTHWEST OF SAINT
 DQ8762'PAUL, 5.3 MI (8.5 KM) SOUTH OF MINNEAPOLIS AND 4.5 MI (7.2 KM)
 DQ8762'NORTH-NORTHEAST OF BLOOMINGTON.
 DQ8762'
 DQ8762'TO REACH THE MARK GO 0.2 MI (0.3 KM) EAST ALONG EAST DIAMOND LAKE ROAD
 DQ8762'FROM THE JUNCTION OF EAST DIAMOND LAKE ROAD AND INTERSTATE HIGHWAY 35W
 DQ8762'IN MINNEAPOLIS.
 DQ8762'
 DQ8762'THE MARK IS LOCATED 27.5 FT (8.4 M) NORTHWEST OF EAST DIAMOND LAKE
 DQ8762'ROAD, 287.4 FT (87.6 M) NORTHEAST OF HAMPSHIRE DRIVE, 1.5 FT (0.5 M)
 DQ8762'SOUTHEAST OF A WITNESS POST.
 DQ8762'
 DQ8762'NOTE-THE STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM ROD
 DQ8762'DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION REMOVABLE DISK
 DQ8762'SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH PVC
 DQ8762'PIPE BACK FILLED WITH WASHED SAND.
 DQ8762
 DQ8762                          STATION RECOVERY (2018)
 DQ8762
 DQ8762'RECOVERY NOTE BY MN DEPT OF TRANSP 2018 (KXS)
 DQ8762'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DQ8763 ***********************************************************************
 DQ8763  DESIGNATION -  2782 AS
 DQ8763  PID         -  DQ8763
 DQ8763  STATE/COUNTY-  MN/HENNEPIN
 DQ8763  COUNTRY     -  US
 DQ8763  USGS QUAD   -  MINNEAPOLIS SOUTH (2019)
 DQ8763
 DQ8763                         *CURRENT SURVEY CONTROL
 DQ8763  ______________________________________________________________________
 DQ8763* NAD 83(2011) POSITION- 44 53 05.06431(N) 093 17 46.69355(W)   ADJUSTED
 DQ8763* NAD 83(2011) ELLIP HT-   232.843 (meters)        (07/28/20)   ADJUSTED
 DQ8763* NAD 83(2011) EPOCH   -  2010.00
 DQ8763* NAVD 88 ORTHO HEIGHT -   259.941 (meters)      852.82  (feet) ADJUSTED
 DQ8763  ______________________________________________________________________
 DQ8763  GEOID HEIGHT    -        -27.100 (meters)                     GEOID18
 DQ8763  NAD 83(2011) X  -   -260,289.521 (meters)                     COMP
 DQ8763  NAD 83(2011) Y  - -4,519,314.535 (meters)                     COMP
 DQ8763  NAD 83(2011) Z  -  4,478,446.352 (meters)                     COMP
 DQ8763  LAPLACE CORR    -         -4.12  (seconds)                    DEFLEC18
 DQ8763  DYNAMIC HEIGHT  -        259.933 (meters)      852.80  (feet) COMP
 DQ8763  MODELED GRAVITY -    980,579.8   (mgal)                       NAVD 88
 DQ8763
 DQ8763  VERT ORDER      -  SECOND    CLASS I
 DQ8763
 DQ8763  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DQ8763  Standards:
 DQ8763         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DQ8763            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DQ8763  -------------------------------------------------------------------
 DQ8763  NETWORK    0.61   1.10           0.28   0.21   0.56     -0.18209383
 DQ8763  -------------------------------------------------------------------
 DQ8763  Click here for local accuracies and other accuracy information.
 DQ8763
 DQ8763.The horizontal coordinates were established by GPS observations
 DQ8763.and adjusted by the MN DEPT OF TRANSP in July 2020.
 DQ8763
 DQ8763.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DQ8763.been affixed to the stable North American tectonic plate. See 
 DQ8763.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DQ8763
 DQ8763.The horizontal coordinates are valid at the epoch date displayed above
 DQ8763.which is a decimal equivalence of Year/Month/Day.
 DQ8763
 DQ8763.The orthometric height was determined by differential leveling and
 DQ8763.adjusted by the NATIONAL GEODETIC SURVEY
 DQ8763.in August 2020.
 DQ8763
 DQ8763.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ8763.GEOID18 height accuracy estimate available here.
 DQ8763
 DQ8763.Click photographs - Photos may exist for this station.
 DQ8763
 DQ8763.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DQ8763
 DQ8763.The Laplace correction was computed from DEFLEC18 derived deflections.
 DQ8763
 DQ8763.The ellipsoidal height was determined by GPS observations
 DQ8763.and is referenced to NAD 83.
 DQ8763
 DQ8763.The dynamic height is computed by dividing the NAVD 88
 DQ8763.geopotential number by the normal gravity value computed on the
 DQ8763.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ8763.degrees latitude (g = 980.6199 gals.).
 DQ8763
 DQ8763.The modeled gravity was interpolated from observed gravity values.
 DQ8763
 DQ8763. The following values were computed from the NAD 83(2011) position.
 DQ8763
 DQ8763;                    North         East     Units Scale Factor Converg.
 DQ8763;SPC MN S     -   309,657.769   855,591.570   MT  0.99994438   +0 29 35.7
 DQ8763;SPC MN S     - 1,015,935.53  2,807,053.34   sFT  0.99994438   +0 29 35.7
 DQ8763;UTM  15      - 4,970,189.313   476,599.957   MT  0.99960673   -0 12 32.8
 DQ8763
 DQ8763!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DQ8763!SPC MN S     -   0.99996349  x   0.99994438  =   0.99990788
 DQ8763!UTM  15      -   0.99996349  x   0.99960673  =   0.99957024
 DQ8763
 DQ8763_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK7659970189(NAD 83)
 DQ8763
 DQ8763                          SUPERSEDED SURVEY CONTROL
 DQ8763
 DQ8763.No superseded survey control is available for this station.
 DQ8763
 DQ8763_MARKER: F = FLANGE-ENCASED ROD
 DQ8763_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DQ8763_STAMPING: 2782 AS 2017
 DQ8763_MARK LOGO: MNDT
 DQ8763_PROJECTION: RECESSED 8 CENTIMETERS
 DQ8763_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DQ8763_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ8763_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ8763+SATELLITE: SATELLITE OBSERVATIONS - August 23, 2018
 DQ8763_ROD/PIPE-DEPTH: 6.7 meters
 DQ8763
 DQ8763  HISTORY     - Date     Condition        Report By
 DQ8763  HISTORY     - 20171031 MONUMENTED       MNDT
 DQ8763  HISTORY     - 20180823 GOOD             MNDT
 DQ8763
 DQ8763                          STATION DESCRIPTION
 DQ8763
 DQ8763'DESCRIBED BY MN DEPT OF TRANSP 2017
 DQ8763'THE STATION IS LOCATED ABOUT 8.6 MI (13.8 KM) EAST-SOUTHEAST OF
 DQ8763'HOPKINS, 6.8 MI (10.9 KM) SOUTH-SOUTHWEST OF MINNEAPOLIS AND 3.0 MI
 DQ8763'(4.8 KM) NORTH OF BLOOMINGTON.
 DQ8763'
 DQ8763'TO REACH THE MARK GO 0.5 MI (0.8 KM) SOUTH ALONG INTERSTATE HIGHWAY
 DQ8763'35W FROM THE JUNCTION OF INTERSTATE HIGHWAY 35W AND TRUNK HIGHWAY 62
 DQ8763'IN RICHFIELD.
 DQ8763'
 DQ8763'THE MARK IS LOCATED 12.5 FT (3.8 M) WEST OF SOUTHBOUND INTERSTATE
 DQ8763'HIGHWAY 35W FOG LINE, 31.3 FT (9.5 M) EAST OF THE OFF RAMP TO WEST
 DQ8763'66TH STREET, 1.5 FT (0.5 M) EAST OF A WITNESS POST.
 DQ8763'
 DQ8763'NOTE-THE STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM ROD
 DQ8763'DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION REMOVABLE DISK
 DQ8763'SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH PVC
 DQ8763'PIPE BACK FILLED WITH WASHED SAND.
 DQ8763
 DQ8763                          STATION RECOVERY (2018)
 DQ8763
 DQ8763'RECOVERY NOTE BY MN DEPT OF TRANSP 2018 (JXM)
 DQ8763'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DQ8764 ***********************************************************************
 DQ8764  DESIGNATION -  2782 AT
 DQ8764  PID         -  DQ8764
 DQ8764  STATE/COUNTY-  MN/HENNEPIN
 DQ8764  COUNTRY     -  US
 DQ8764  USGS QUAD   -  BLOOMINGTON (2019)
 DQ8764
 DQ8764                         *CURRENT SURVEY CONTROL
 DQ8764  ______________________________________________________________________
 DQ8764* NAD 83(2011) POSITION- 44 52 00.49634(N) 093 17 57.43569(W)   ADJUSTED
 DQ8764* NAD 83(2011) ELLIP HT-   229.368 (meters)        (07/28/20)   ADJUSTED
 DQ8764* NAD 83(2011) EPOCH   -  2010.00
 DQ8764* NAVD 88 ORTHO HEIGHT -   256.459 (meters)      841.40  (feet) ADJUSTED
 DQ8764  ______________________________________________________________________
 DQ8764  GEOID HEIGHT    -        -27.101 (meters)                     GEOID18
 DQ8764  NAD 83(2011) X  -   -260,605.681 (meters)                     COMP
 DQ8764  NAD 83(2011) Y  - -4,520,702.557 (meters)                     COMP
 DQ8764  NAD 83(2011) Z  -  4,477,031.415 (meters)                     COMP
 DQ8764  LAPLACE CORR    -         -4.20  (seconds)                    DEFLEC18
 DQ8764  DYNAMIC HEIGHT  -        256.452 (meters)      841.38  (feet) COMP
 DQ8764  MODELED GRAVITY -    980,580.7   (mgal)                       NAVD 88
 DQ8764
 DQ8764  VERT ORDER      -  SECOND    CLASS I
 DQ8764
 DQ8764  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DQ8764  Standards:
 DQ8764         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DQ8764            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DQ8764  -------------------------------------------------------------------
 DQ8764  NETWORK    0.61   1.10           0.28   0.21   0.56     -0.14945533
 DQ8764  -------------------------------------------------------------------
 DQ8764  Click here for local accuracies and other accuracy information.
 DQ8764
 DQ8764.The horizontal coordinates were established by GPS observations
 DQ8764.and adjusted by the MN DEPT OF TRANSP in July 2020.
 DQ8764
 DQ8764.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DQ8764.been affixed to the stable North American tectonic plate. See 
 DQ8764.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DQ8764
 DQ8764.The horizontal coordinates are valid at the epoch date displayed above
 DQ8764.which is a decimal equivalence of Year/Month/Day.
 DQ8764
 DQ8764.The orthometric height was determined by differential leveling and
 DQ8764.adjusted by the NATIONAL GEODETIC SURVEY
 DQ8764.in August 2020.
 DQ8764
 DQ8764.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ8764.GEOID18 height accuracy estimate available here.
 DQ8764
 DQ8764.Click photographs - Photos may exist for this station.
 DQ8764
 DQ8764.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DQ8764
 DQ8764.The Laplace correction was computed from DEFLEC18 derived deflections.
 DQ8764
 DQ8764.The ellipsoidal height was determined by GPS observations
 DQ8764.and is referenced to NAD 83.
 DQ8764
 DQ8764.The dynamic height is computed by dividing the NAVD 88
 DQ8764.geopotential number by the normal gravity value computed on the
 DQ8764.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ8764.degrees latitude (g = 980.6199 gals.).
 DQ8764
 DQ8764.The modeled gravity was interpolated from observed gravity values.
 DQ8764
 DQ8764. The following values were computed from the NAD 83(2011) position.
 DQ8764
 DQ8764;                    North         East     Units Scale Factor Converg.
 DQ8764;SPC MN S     -   307,662.765   855,372.932   MT  0.99994234   +0 29 28.1
 DQ8764;SPC MN S     - 1,009,390.25  2,806,336.03   sFT  0.99994234   +0 29 28.1
 DQ8764;UTM  15      - 4,968,197.809   476,356.964   MT  0.99960687   -0 12 40.1
 DQ8764
 DQ8764!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DQ8764!SPC MN S     -   0.99996404  x   0.99994234  =   0.99990638
 DQ8764!UTM  15      -   0.99996404  x   0.99960687  =   0.99957092
 DQ8764
 DQ8764_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK7635668197(NAD 83)
 DQ8764
 DQ8764                          SUPERSEDED SURVEY CONTROL
 DQ8764
 DQ8764.No superseded survey control is available for this station.
 DQ8764
 DQ8764_MARKER: F = FLANGE-ENCASED ROD
 DQ8764_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DQ8764_STAMPING: 2782 AT 2017
 DQ8764_MARK LOGO: MNDT
 DQ8764_PROJECTION: RECESSED 8 CENTIMETERS
 DQ8764_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DQ8764_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ8764_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ8764+SATELLITE: SATELLITE OBSERVATIONS - August 23, 2018
 DQ8764_ROD/PIPE-DEPTH: 23.5 meters
 DQ8764
 DQ8764  HISTORY     - Date     Condition        Report By
 DQ8764  HISTORY     - 20170131 MONUMENTED       MNDT
 DQ8764  HISTORY     - 20180823 GOOD             MNDT
 DQ8764
 DQ8764                          STATION DESCRIPTION
 DQ8764
 DQ8764'DESCRIBED BY MN DEPT OF TRANSP 2017
 DQ8764'THE STATION IS LOCATED ABOUT 8.5 MI (13.7 KM) EAST OF EDEN PRAIRIE,
 DQ8764'8.0 MI (12.9 KM) SOUTH-SOUTHWEST OF MINNEAPOLIS AND 1.8 MI (2.9 KM)
 DQ8764'NORTH OF BLOOMINGTON.
 DQ8764'
 DQ8764'TO REACH THE MARK GO 0.35 MI (0.56 KM) NORTH ALONG INTERSTATE HIGHWAY
 DQ8764'35W FROM THE JUNCTION OF INTERSTATE HIGHWAY 35W AND INTERSTATE HIGHWAY
 DQ8764'494 IN RICHFIELD.
 DQ8764'
 DQ8764'THE MARK IS LOCATED 37.2 FT (11.3 M) WEST OF SOUTHBOUND INTERSTATE
 DQ8764'HIGHWAY 35W FOG LINE, 47.0 FT (14.3 M) EAST OF THE OFF RAMP TO WEST
 DQ8764'76TH STREET, 1.5 FT (0.5 M) EAST OF A WITNESS POST.
 DQ8764'
 DQ8764'NOTE-THE STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM ROD
 DQ8764'DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION REMOVABLE DISK
 DQ8764'SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH PVC
 DQ8764'PIPE BACK FILLED WITH WASHED SAND.
 DQ8764
 DQ8764                          STATION RECOVERY (2018)
 DQ8764
 DQ8764'RECOVERY NOTE BY MN DEPT OF TRANSP 2018 (JXM)
 DQ8764'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DQ8765 ***********************************************************************
 DQ8765  DESIGNATION -  2782 AU
 DQ8765  PID         -  DQ8765
 DQ8765  STATE/COUNTY-  MN/HENNEPIN
 DQ8765  COUNTRY     -  US
 DQ8765  USGS QUAD   -  BLOOMINGTON (2019)
 DQ8765
 DQ8765                         *CURRENT SURVEY CONTROL
 DQ8765  ______________________________________________________________________
 DQ8765* NAD 83(2011) POSITION- 44 51 17.68815(N) 093 17 56.54040(W)   ADJUSTED
 DQ8765* NAD 83(2011) ELLIP HT-   231.699 (meters)        (07/28/20)   ADJUSTED
 DQ8765* NAD 83(2011) EPOCH   -  2010.00
 DQ8765* NAVD 88 ORTHO HEIGHT -   258.799 (meters)      849.08  (feet) ADJUSTED
 DQ8765  ______________________________________________________________________
 DQ8765  GEOID HEIGHT    -        -27.108 (meters)                     GEOID18
 DQ8765  NAD 83(2011) X  -   -260,639.798 (meters)                     COMP
 DQ8765  NAD 83(2011) Y  - -4,521,635.963 (meters)                     COMP
 DQ8765  NAD 83(2011) Z  -  4,476,096.350 (meters)                     COMP
 DQ8765  LAPLACE CORR    -         -4.38  (seconds)                    DEFLEC18
 DQ8765  DYNAMIC HEIGHT  -        258.791 (meters)      849.05  (feet) COMP
 DQ8765  MODELED GRAVITY -    980,581.4   (mgal)                       NAVD 88
 DQ8765
 DQ8765  VERT ORDER      -  SECOND    CLASS I
 DQ8765
 DQ8765  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DQ8765  Standards:
 DQ8765         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DQ8765            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DQ8765  -------------------------------------------------------------------
 DQ8765  NETWORK    0.61   1.12           0.28   0.21   0.57     -0.16410160
 DQ8765  -------------------------------------------------------------------
 DQ8765  Click here for local accuracies and other accuracy information.
 DQ8765
 DQ8765.The horizontal coordinates were established by GPS observations
 DQ8765.and adjusted by the MN DEPT OF TRANSP in July 2020.
 DQ8765
 DQ8765.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DQ8765.been affixed to the stable North American tectonic plate. See 
 DQ8765.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DQ8765
 DQ8765.The horizontal coordinates are valid at the epoch date displayed above
 DQ8765.which is a decimal equivalence of Year/Month/Day.
 DQ8765
 DQ8765.The orthometric height was determined by differential leveling and
 DQ8765.adjusted by the NATIONAL GEODETIC SURVEY
 DQ8765.in August 2020.
 DQ8765
 DQ8765.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ8765.GEOID18 height accuracy estimate available here.
 DQ8765
 DQ8765.Click photographs - Photos may exist for this station.
 DQ8765
 DQ8765.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DQ8765
 DQ8765.The Laplace correction was computed from DEFLEC18 derived deflections.
 DQ8765
 DQ8765.The ellipsoidal height was determined by GPS observations
 DQ8765.and is referenced to NAD 83.
 DQ8765
 DQ8765.The dynamic height is computed by dividing the NAVD 88
 DQ8765.geopotential number by the normal gravity value computed on the
 DQ8765.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ8765.degrees latitude (g = 980.6199 gals.).
 DQ8765
 DQ8765.The modeled gravity was interpolated from observed gravity values.
 DQ8765
 DQ8765. The following values were computed from the NAD 83(2011) position.
 DQ8765
 DQ8765;                    North         East     Units Scale Factor Converg.
 DQ8765;SPC MN S     -   306,341.605   855,403.915   MT  0.99994104   +0 29 28.8
 DQ8765;SPC MN S     - 1,005,055.75  2,806,437.68   sFT  0.99994104   +0 29 28.8
 DQ8765;UTM  15      - 4,966,876.811   476,371.746   MT  0.99960686   -0 12 39.3
 DQ8765
 DQ8765!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DQ8765!SPC MN S     -   0.99996367  x   0.99994104  =   0.99990472
 DQ8765!UTM  15      -   0.99996367  x   0.99960686  =   0.99957055
 DQ8765
 DQ8765_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK7637166876(NAD 83)
 DQ8765
 DQ8765                          SUPERSEDED SURVEY CONTROL
 DQ8765
 DQ8765.No superseded survey control is available for this station.
 DQ8765
 DQ8765_MARKER: F = FLANGE-ENCASED ROD
 DQ8765_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DQ8765_STAMPING: 2782 AU 2017
 DQ8765_MARK LOGO: MNDT
 DQ8765_PROJECTION: RECESSED 8 CENTIMETERS
 DQ8765_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DQ8765_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ8765_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ8765+SATELLITE: SATELLITE OBSERVATIONS - August 23, 2018
 DQ8765_ROD/PIPE-DEPTH: 18.6 meters
 DQ8765
 DQ8765  HISTORY     - Date     Condition        Report By
 DQ8765  HISTORY     - 20171031 MONUMENTED       MNDT
 DQ8765  HISTORY     - 20180823 GOOD             MNDT
 DQ8765
 DQ8765                          STATION DESCRIPTION
 DQ8765
 DQ8765'DESCRIBED BY MN DEPT OF TRANSP 2017
 DQ8765'THE STATION IS LOCATED ABOUT 8.8 MI (14.2 KM) SOUTH-SOUTHWEST OF
 DQ8765'MINNEAPOLIS, 8.4 MI (13.5 KM) EAST OF EDEN PRAIRIE AND 1.0 MI (1.6 KM)
 DQ8765'NORTH OF BLOOMINGTON.
 DQ8765'
 DQ8765'TO REACH THE MARK AT THE JUNCTION OF HUMBOLDT AVENUE SOUTH AND WEST
 DQ8765'82ND STREET IN BLOOMINGTON.
 DQ8765'
 DQ8765'THE MARK IS LOCATED 105.4 FT (32.1 M) SOUTH OF WEST 82ND STREET, 35.2
 DQ8765'FT (10.7 M) WEST OF HUMBOLDT AVENUE SOUTH, 1.5 FT (0.5 M) NORTH OF A
 DQ8765'WITNESS POST.
 DQ8765'
 DQ8765'NOTE-THE STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM ROD
 DQ8765'DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION REMOVABLE DISK
 DQ8765'SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH PVC
 DQ8765'PIPE BACK FILLED WITH WASHED SAND.
 DQ8765
 DQ8765                          STATION RECOVERY (2018)
 DQ8765
 DQ8765'RECOVERY NOTE BY MN DEPT OF TRANSP 2018 (BXG)
 DQ8765'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 PP0836 ***********************************************************************
 PP0836  DESIGNATION -  2782 E
 PP0836  PID         -  PP0836
 PP0836  STATE/COUNTY-  MN/HENNEPIN
 PP0836  COUNTRY     -  US
 PP0836  USGS QUAD   -  BLOOMINGTON (2019)
 PP0836
 PP0836                         *CURRENT SURVEY CONTROL
 PP0836  ______________________________________________________________________
 PP0836* NAD 83(1986) POSITION- 44 49 45.38   (N) 093 17 31.26   (W)   HD_HELD1
 PP0836* NAVD 88 ORTHO HEIGHT -   252.984 (meters)      830.00  (feet) ADJUSTED
 PP0836  ______________________________________________________________________
 PP0836  GEOID HEIGHT    -        -27.140 (meters)                     GEOID18
 PP0836  DYNAMIC HEIGHT  -        252.977 (meters)      829.98  (feet) COMP
 PP0836  MODELED GRAVITY -    980,582.4   (mgal)                       NAVD 88
 PP0836
 PP0836  VERT ORDER      -  SECOND    CLASS I
 PP0836
 PP0836.The horizontal coordinates were determined by differentially corrected
 PP0836.hand held GPS observations or other comparable positioning techniques
 PP0836.and have an estimated accuracy of +/- 3 meters.
 PP0836
 PP0836.The orthometric height was determined by differential leveling and
 PP0836.adjusted by the NATIONAL GEODETIC SURVEY
 PP0836.in June 1991.
 PP0836
 PP0836.Significant digits in the geoid height do not necessarily reflect accuracy.
 PP0836.GEOID18 height accuracy estimate available here.
 PP0836
 PP0836.Click photographs - Photos may exist for this station.
 PP0836
 PP0836.The dynamic height is computed by dividing the NAVD 88
 PP0836.geopotential number by the normal gravity value computed on the
 PP0836.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP0836.degrees latitude (g = 980.6199 gals.).
 PP0836
 PP0836.The modeled gravity was interpolated from observed gravity values.
 PP0836
 PP0836;                    North         East    Units  Estimated Accuracy
 PP0836;SPC MN S     -   303,497.2     855,983.6     MT  (+/- 3 meters HH1 GPS) 
 PP0836
 PP0836_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK7691664026(NAD 83)
 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
 PP0836.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PP0836.See file dsdata.pdf to determine how the superseded data were derived.
 PP0836
 PP0836_MARKER: DD = SURVEY DISK
 PP0836_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 PP0836_SP_SET: BRIDGE RAILING
 PP0836_STAMPING: 2782 E 1970
 PP0836_MARK LOGO: MNHD
 PP0836_MAGNETIC: N = NO MAGNETIC MATERIAL
 PP0836_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PP0836_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 PP0836+SATELLITE: SATELLITE OBSERVATIONS - August 15, 2007
 PP0836
 PP0836  HISTORY     - Date     Condition        Report By
 PP0836  HISTORY     - 1970     MONUMENTED       MNHD
 PP0836  HISTORY     - 1971     GOOD             MNDT
 PP0836  HISTORY     - 1985     GOOD             USPSQD
 PP0836  HISTORY     - 1985     GOOD             USPSQD
 PP0836  HISTORY     - 20010331 GOOD             NGS
 PP0836  HISTORY     - 20010923 POOR             USPSQD
 PP0836  HISTORY     - 20031130 GOOD             USPSQD
 PP0836  HISTORY     - 20050614 GOOD             MNDT
 PP0836  HISTORY     - 20070815 GOOD             MNDT
 PP0836
 PP0836                          STATION DESCRIPTION
 PP0836
 PP0836'DESCRIBED BY MN DEPT OF TRANSP 1971
 PP0836'IN BLOOMINGTON.
 PP0836'ELKO TO BLOOMINGTON, 1.8 MILES SOUTH OF FAI 494 ALONG FAI 35W, IN THE
 PP0836'TOP OF THE SOUTH END OF THE EAST WALL OF BRIDGE NO. 6652 THE
 PP0836'MINNEAPOLIS-NORTH FIELD AND SOUTHERN RAILROAD OVER FAI 35W ABOUT 3
 PP0836'FEET HIGHER THAN THE RAIL.
 PP0836
 PP0836                          STATION RECOVERY (1985)
 PP0836
 PP0836'RECOVERY NOTE BY US POWER SQUADRON 1985
 PP0836'RECOVERED IN GOOD CONDITION.
 PP0836
 PP0836                          STATION RECOVERY (1985)
 PP0836
 PP0836'RECOVERY NOTE BY US POWER SQUADRON 1985
 PP0836'RECOVERED IN GOOD CONDITION.
 PP0836
 PP0836                          STATION RECOVERY (2001)
 PP0836
 PP0836'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 PP0836'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 PP0836
 PP0836                          STATION RECOVERY (2001)
 PP0836
 PP0836'RECOVERY NOTE BY US POWER SQUADRON 2001 (AEH)
 PP0836'MARK RECOVERED IN POOR CONDITION.
 PP0836
 PP0836                          STATION RECOVERY (2003)
 PP0836
 PP0836'RECOVERY NOTE BY US POWER SQUADRON 2003 (ART)
 PP0836'MARK IN GOOD CONDITION,LOCATED IN EAST END OF SOUTH WALL OF RAIL ROAD
 PP0836'BRIDGE IN CONCRETE APPROXIMATELY 3 FEET ABOVE TRACKS
 PP0836
 PP0836                          STATION RECOVERY (2005)
 PP0836
 PP0836'RECOVERY NOTE BY MN DEPT OF TRANSP 2005 (MPP)
 PP0836'RECOVERED AS DESCRIBED.
 PP0836
 PP0836                          STATION RECOVERY (2007)
 PP0836
 PP0836'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (VWC)
 PP0836'THE MARK IS LOCATED ABOUT 10.3 MI (16.6 KM) NORTHEAST OF PRIOR LAKE,
 PP0836'9.0 MI (14.5 KM) EAST-SOUTHEAST OF EDEN PRAIRIE AND 0.9 MI (1.4 KM)
 PP0836'SOUTH-SOUTHEAST OF BLOOMINGTON.
 PP0836'
 PP0836'TO REACH TO THE MARK AT BLOOMINGTON, GO 1.8 MI (2.9 KM) SOUTH OF THE
 PP0836'JUNCTION OF INTERSTATE HIGHWAY 35W AND INTERSTATE HIGHWAY 494, IN
 PP0836'BRIDGE RAILING OF THE SOUTHEAST CORNER OF RAILROAD BRIDGE 6652 OVER
 PP0836'INTERSTATE HIGHWAY 35W.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DK6938 ***********************************************************************
 DK6938  DESIGNATION -  2782 I RESET
 DK6938  PID         -  DK6938
 DK6938  STATE/COUNTY-  MN/HENNEPIN
 DK6938  COUNTRY     -  US
 DK6938  USGS QUAD   -  BLOOMINGTON (2019)
 DK6938
 DK6938                         *CURRENT SURVEY CONTROL
 DK6938  ______________________________________________________________________
 DK6938* NAD 83(1986) POSITION- 44 51 18.41   (N) 093 17 51.97   (W)   HD_HELD1
 DK6938* NAVD 88 ORTHO HEIGHT -   258.808 (meters)      849.11  (feet) ADJUSTED
 DK6938  ______________________________________________________________________
 DK6938  GEOID HEIGHT    -        -27.110 (meters)                     GEOID18
 DK6938  DYNAMIC HEIGHT  -        258.801 (meters)      849.08  (feet) COMP
 DK6938  MODELED GRAVITY -    980,581.4   (mgal)                       NAVD 88
 DK6938
 DK6938  VERT ORDER      -  SECOND    CLASS I
 DK6938
 DK6938.The horizontal coordinates were determined by differentially corrected
 DK6938.hand held GPS observations or other comparable positioning techniques
 DK6938.and have an estimated accuracy of +/- 3 meters.
 DK6938
 DK6938.The orthometric height was determined by differential leveling and
 DK6938.adjusted by the NATIONAL GEODETIC SURVEY
 DK6938.in September 2013.
 DK6938
 DK6938.Significant digits in the geoid height do not necessarily reflect accuracy.
 DK6938.GEOID18 height accuracy estimate available here.
 DK6938
 DK6938.Click photographs - Photos may exist for this station.
 DK6938
 DK6938.The dynamic height is computed by dividing the NAVD 88
 DK6938.geopotential number by the normal gravity value computed on the
 DK6938.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK6938.degrees latitude (g = 980.6199 gals.).
 DK6938
 DK6938.The modeled gravity was interpolated from observed gravity values.
 DK6938
 DK6938;                    North         East    Units  Estimated Accuracy
 DK6938;SPC MN S     -   306,364.7     855,504.1     MT  (+/- 3 meters HH1 GPS) 
 DK6938
 DK6938_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK7647266898(NAD 83)
 DK6938
 DK6938                          SUPERSEDED SURVEY CONTROL
 DK6938
 DK6938  NAVD 88 (05/05/10)  258.801  (m)          849.08   (f) SUPERSEDED  2 1
 DK6938
 DK6938.Superseded values are not recommended for survey control.
 DK6938
 DK6938.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK6938.See file dsdata.pdf to determine how the superseded data were derived.
 DK6938
 DK6938_MARKER: DV = VERTICAL CONTROL DISK
 DK6938_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DK6938_SP_SET: BRIDGE WALKWAY
 DK6938_STAMPING: 2782 I 1970 2005
 DK6938_MARK LOGO: MNDT
 DK6938_MAGNETIC: N = NO MAGNETIC MATERIAL
 DK6938_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DK6938_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DK6938+SATELLITE: SATELLITE OBSERVATIONS - February 07, 2018
 DK6938
 DK6938  HISTORY     - Date     Condition        Report By
 DK6938  HISTORY     - 20050613 MONUMENTED       MNDT
 DK6938  HISTORY     - 20111102 GOOD             MNDT
 DK6938  HISTORY     - 20180207 GOOD             MNDT
 DK6938
 DK6938                          STATION DESCRIPTION
 DK6938
 DK6938'DESCRIBED BY MN DEPT OF TRANSP 2005
 DK6938'THE MARK IS LOCATED ABOUT 8.8 MI (14.1 KM) SOUTH OF MINNEAPOLIS, 8.5
 DK6938'MI (13.7 KM) EAST OF EDEN PRAIRIE AND 1.0 MI (1.6 KM) NORTH TO
 DK6938'BLOOMINGTON, 0.45 MI (0.7 KM) SOUTH OF THE JUNCTION OF INTERSTATE
 DK6938'HIGHWAY 35W AND INTERSTATE HIGHWAY 494, MARK SET IN SOUTHEAST CORNER
 DK6938'OF 82ND ST BRIDGE 9213 OVER INTERSTATE HIGHWAY 35W.
 DK6938
 DK6938                          STATION RECOVERY (2011)
 DK6938
 DK6938'RECOVERY NOTE BY MN DEPT OF TRANSP 2011 (DAS)
 DK6938'RECOVERED AS DESCRIBED.
 DK6938
 DK6938                          STATION RECOVERY (2018)
 DK6938
 DK6938'RECOVERY NOTE BY MN DEPT OF TRANSP 2018 (ZRP)
 DK6938'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 PP1166 ***********************************************************************
 PP1166  DESIGNATION -  2782 K
 PP1166  PID         -  PP1166
 PP1166  STATE/COUNTY-  MN/HENNEPIN
 PP1166  COUNTRY     -  US
 PP1166  USGS QUAD   -  BLOOMINGTON (2019)
 PP1166
 PP1166                         *CURRENT SURVEY CONTROL
 PP1166  ______________________________________________________________________
 PP1166* NAD 83(1996) POSITION- 44 52 15.06039(N) 093 17 54.94628(W)   ADJUSTED
 PP1166* NAVD 88 ORTHO HEIGHT -   255.283 (meters)      837.54  (feet) ADJUSTED
 PP1166  ______________________________________________________________________
 PP1166  GEOID HEIGHT    -        -27.101 (meters)                     GEOID18
 PP1166  LAPLACE CORR    -         -4.17  (seconds)                    DEFLEC18
 PP1166  DYNAMIC HEIGHT  -        255.275 (meters)      837.51  (feet) COMP
 PP1166  MODELED GRAVITY -    980,580.5   (mgal)                       NAVD 88
 PP1166
 PP1166  HORZ ORDER      -  THIRD
 PP1166  VERT ORDER      -  SECOND    CLASS 0
 PP1166
 PP1166.The horizontal coordinates were established by classical geodetic methods
 PP1166.and adjusted by the National Geodetic Survey in March 1999.
 PP1166
 PP1166.The orthometric height was determined by differential leveling and
 PP1166.adjusted by the NATIONAL GEODETIC SURVEY
 PP1166.in June 1991.
 PP1166
 PP1166.Significant digits in the geoid height do not necessarily reflect accuracy.
 PP1166.GEOID18 height accuracy estimate available here.
 PP1166
 PP1166.Click photographs - Photos may exist for this station.
 PP1166
 PP1166.The Laplace correction was computed from DEFLEC18 derived deflections.
 PP1166
 PP1166.The dynamic height is computed by dividing the NAVD 88
 PP1166.geopotential number by the normal gravity value computed on the
 PP1166.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP1166.degrees latitude (g = 980.6199 gals.).
 PP1166
 PP1166.The modeled gravity was interpolated from observed gravity values.
 PP1166
 PP1166. The following values were computed from the NAD 83(1996) position.
 PP1166
 PP1166;                    North         East     Units Scale Factor Converg.
 PP1166;SPC MN S     -   308,112.772   855,423.718   MT  0.99994279   +0 29 29.9
 PP1166;SPC MN S     - 1,010,866.65  2,806,502.65   sFT  0.99994279   +0 29 29.9
 PP1166;UTM  15      - 4,968,647.009   476,413.243   MT  0.99960684   -0 12 38.4
 PP1166
 PP1166!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PP1166!SPC MN S     -   0.99996422  x   0.99994279  =   0.99990702
 PP1166!UTM  15      -   0.99996422  x   0.99960684  =   0.99957108
 PP1166
 PP1166_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK7641368647(NAD 83)
 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             255.28   (m)          837.5    (f) LEVELING    3  
 PP1166  NGVD 29 (??/??/92)  255.226  (m)          837.35   (f) ADJ UNCH    2 0
 PP1166  NGVD 29             255.23   (m)          837.4    (f) LEVELING    3  
 PP1166
 PP1166.Superseded values are not recommended for survey control.
 PP1166
 PP1166.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PP1166.See file dsdata.pdf to determine how the superseded data were derived.
 PP1166
 PP1166_MARKER: DB = BENCH MARK DISK
 PP1166_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 PP1166_SP_SET: STAIR FOOTING
 PP1166_STAMPING: COLONY R. M. 1 2782 K 1970
 PP1166_MARK LOGO: MNHD
 PP1166_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PP1166+STABILITY: SURFACE MOTION
 PP1166_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 PP1166+SATELLITE: SATELLITE OBSERVATIONS - October 19, 2017
 PP1166
 PP1166  HISTORY     - Date     Condition        Report By
 PP1166  HISTORY     - 1970     MONUMENTED       MNHD
 PP1166  HISTORY     - 1973     GOOD             MNHD
 PP1166  HISTORY     - 1976     GOOD             MNDT
 PP1166  HISTORY     - 19950727 GOOD             USPSQD
 PP1166  HISTORY     - 20070815 GOOD             MNDT
 PP1166  HISTORY     - 20171019 GOOD             MNDT
 PP1166
 PP1166                          STATION DESCRIPTION
 PP1166
 PP1166'DESCRIBED BY MN HIGHWAY DEPT 1970
 PP1166'IN RICHFIELD.
 PP1166'MARK IS LOCATED IN RICHFIELD, ABOUT 1.3 MILES SOUTH OF THE JUNCTION OF
 PP1166'FAI 35W AND T.H. 65 IN RICHFIELD, IN THE WEST SIDE OF THE EAST FOOT OF
 PP1166'PEDESTRIAN BRIDGE NO. 9888, 73RD AVENUE WALKWAY OVER FAI 35W. SE 1/4
 PP1166'SECTION 33, T 28N, R 24W.
 PP1166
 PP1166                          STATION RECOVERY (1973)
 PP1166
 PP1166'RECOVERY NOTE BY MN HIGHWAY DEPT 1973 (DKH)
 PP1166'THE STATION IS LOCATED IN THE CITY OF RICHFIELD, IN THE SW 1/4 OF
 PP1166'SECTION 33, T28N, R24W, AT W. 75TH STREET AND I 35W, NEAR THE EAST
 PP1166'PROPERTY LINE OF COLONY APARTMENTS.
 PP1166'
 PP1166'A STANDARD MHD B.M. DISK STAMPED 2782 K IS SET
 PP1166'IN THE BOTTOM STAIR OF THE EAST END OF THE PEDESTRIAN BRIDGE (BRIDGE
 PP1166'NO. 9888) AT W. 73RD STREET AND I 35W.  THE MARK IS 30.0 FEET WEST
 PP1166'OF THE CENTERLINE OF HUMBOLDT AVE. (EAST FRONTAGE ROAD I 35W), AND
 PP1166'18.0 FEET SOUTH OF THE CENTERLINE OF W. 73RD STREET.
 PP1166'
 PP1166'NEAREST TOWN--RICHFIELD.
 PP1166
 PP1166                          STATION RECOVERY (1976)
 PP1166
 PP1166'RECOVERY NOTE BY MN DEPT OF TRANSP 1976
 PP1166'MARK IS LOCATED ABOUT 1.3 MILES SOUTH OF THE JUNCTION OF FAI 35W AND
 PP1166'T.H. 65 IN RICHFIELD, IN THE WEST SIDE OF THE EAST STEP FOOTING
 PP1166'OPPOSITE 3RD STEP OF PEDESTRIAN BRIDGE NO. 9888, 73RD AVENUE WALKWAY
 PP1166'OVER FAI 35W.
 PP1166
 PP1166                          STATION RECOVERY (1995)
 PP1166
 PP1166'RECOVERY NOTE BY US POWER SQUADRON 1995
 PP1166'RECOVERED IN GOOD CONDITION.
 PP1166
 PP1166                          STATION RECOVERY (2007)
 PP1166
 PP1166'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (VWC)
 PP1166'THE MARK IS LOCATED ABOUT 8.5 MI (13.7 KM) EAST OF EDEN PRAIRIE, 7.7
 PP1166'MI (12.4 KM) SOUTH-SOUTHWEST OF MINNEAPOLIS AND 2.1 MI (3.4 KM) NORTH
 PP1166'OF BLOOMINGTON.
 PP1166'
 PP1166'TO REACH TO THE MARK IN RICHFIELD, 1.3 MI (2.1 KM) SOUTH ALONG
 PP1166'INTERSTATE HIGHWAY 35W FROM THE JUNCTION OF INTERSTATE HIGHWAY 35 W
 PP1166'AND TRUNK HIGHWAY 65, IN WEST SIDE OF EAST STEP FOOTING OPPOSITE THIRD
 PP1166'STEP ON PEDESTRIAN BRIDGE 9888 AT WEST 73RD AVENUE AND HUMBOLDT AVENUE
 PP1166'SOUTH, WALKWAY OVER INTERSTATE HIGHWAY 35W.
 PP1166
 PP1166                          STATION RECOVERY (2017)
 PP1166
 PP1166'RECOVERY NOTE BY MN DEPT OF TRANSP 2017 (MPP)
 PP1166'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 PP0844 ***********************************************************************
 PP0844  DESIGNATION -  2782 KOS
 PP0844  PID         -  PP0844
 PP0844  STATE/COUNTY-  MN/HENNEPIN
 PP0844  COUNTRY     -  US
 PP0844  USGS QUAD   -  BLOOMINGTON (2019)
 PP0844
 PP0844                         *CURRENT SURVEY CONTROL
 PP0844  ______________________________________________________________________
 PP0844* NAD 83(1986) POSITION- 44 48 28.     (N) 093 17 24.     (W)   SCALED
 PP0844* NAVD 88 ORTHO HEIGHT -   236.985 (meters)      777.51  (feet) ADJUSTED
 PP0844  ______________________________________________________________________
 PP0844  GEOID HEIGHT    -        -27.170 (meters)                     GEOID18
 PP0844  DYNAMIC HEIGHT  -        236.978 (meters)      777.49  (feet) COMP
 PP0844  MODELED GRAVITY -    980,582.7   (mgal)                       NAVD 88
 PP0844
 PP0844  VERT ORDER      -  SECOND    CLASS 0
 PP0844
 PP0844.The horizontal coordinates were scaled from a map and have
 PP0844.an estimated accuracy of +/- 6 seconds.
 PP0844
 PP0844.The orthometric height was determined by differential leveling and
 PP0844.adjusted by the NATIONAL GEODETIC SURVEY
 PP0844.in June 1991.
 PP0844
 PP0844.Significant digits in the geoid height do not necessarily reflect accuracy.
 PP0844.GEOID18 height accuracy estimate available here.
 PP0844
 PP0844.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK770616(NAD 83)
 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
 PP0844.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PP0844.See file dsdata.pdf to determine how the superseded data were derived.
 PP0844
 PP0844_MARKER: DB = BENCH MARK DISK
 PP0844_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 PP0844_STAMPING: 2782-KOS 1970
 PP0844_MARK LOGO: MNHD
 PP0844_PROJECTION: FLUSH
 PP0844_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PP0844
 PP0844  HISTORY     - Date     Condition        Report By
 PP0844  HISTORY     - 1970     MONUMENTED       MNDT
 PP0844  HISTORY     - 1971     GOOD             MNDT
 PP0844  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 PP0844  HISTORY     - 20070816 MARK NOT FOUND   MNDT
 PP0844
 PP0844                          STATION DESCRIPTION
 PP0844
 PP0844'DESCRIBED BY MN DEPT OF TRANSP 1971
 PP0844'IN BLOOMINGTON.
 PP0844'ELKO TO BLOOMINGTON, 3.8 MILES SOUTH OF FAI 494 ALONG FAI 35W, 0.4
 PP0844'MILES SOUTH OF 107TH STREET, 115 FEET EAST OF FAI 35W NORTHBOUND
 PP0844'CENTERLINE, 2 FEET NORTHWEST OF A STEEL WITNESS POST, IN A 6 FOOT
 PP0844'PRECAST CONCRETE MONUMENT SET FLUSH WITH THE GROUND AND ABOUT LEVEL
 PP0844'WITH THE ROADWAY.  SE 1/4, SEC 21, T 27N, R 24W.
 PP0844
 PP0844                          STATION RECOVERY (1987)
 PP0844
 PP0844'RECOVERY NOTE BY US POWER SQUADRON 1987 (DCL)
 PP0844'MARK NOT FOUND.
 PP0844
 PP0844                          STATION RECOVERY (2007)
 PP0844
 PP0844'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (JJB)
 PP0844'THE MARK WAS NOT RECOVERED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 PP1185 ***********************************************************************
 PP1185  DESIGNATION -  2782 T 3
 PP1185  PID         -  PP1185
 PP1185  STATE/COUNTY-  MN/HENNEPIN
 PP1185  COUNTRY     -  US
 PP1185  USGS QUAD   -  MINNEAPOLIS SOUTH (2019)
 PP1185
 PP1185                         *CURRENT SURVEY CONTROL
 PP1185  ______________________________________________________________________
 PP1185* NAD 83(1986) POSITION- 44 54 30.     (N) 093 16 32.     (W)   SCALED
 PP1185* NAVD 88 ORTHO HEIGHT -   255.181 (meters)      837.21  (feet) ADJUSTED
 PP1185  ______________________________________________________________________
 PP1185  GEOID HEIGHT    -        -27.127 (meters)                     GEOID18
 PP1185  DYNAMIC HEIGHT  -        255.173 (meters)      837.18  (feet) COMP
 PP1185  MODELED GRAVITY -    980,579.7   (mgal)                       NAVD 88
 PP1185
 PP1185  VERT ORDER      -  SECOND    CLASS 0
 PP1185
 PP1185.The horizontal coordinates were scaled from a map and have
 PP1185.an estimated accuracy of +/- 6 seconds.
 PP1185
 PP1185.The orthometric height was determined by differential leveling and
 PP1185.adjusted by the NATIONAL GEODETIC SURVEY
 PP1185.in June 1991.
 PP1185
 PP1185.Significant digits in the geoid height do not necessarily reflect accuracy.
 PP1185.GEOID18 height accuracy estimate available here.
 PP1185
 PP1185.Click photographs - Photos may exist for this station.
 PP1185
 PP1185.The dynamic height is computed by dividing the NAVD 88
 PP1185.geopotential number by the normal gravity value computed on the
 PP1185.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP1185.degrees latitude (g = 980.6199 gals.).
 PP1185
 PP1185.The modeled gravity was interpolated from observed gravity values.
 PP1185
 PP1185;                    North         East    Units  Estimated Accuracy
 PP1185;SPC MN S     -   312,290.      857,210.      MT  (+/- 180 meters Scaled)
 PP1185
 PP1185_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK782728(NAD 83)
 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
 PP1185.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PP1185.See file dsdata.pdf to determine how the superseded data were derived.
 PP1185
 PP1185_MARKER: DB = BENCH MARK DISK
 PP1185_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 PP1185_SP_SET: BRIDGE ABUTMENT
 PP1185_STAMPING: 2782 T 3 1970
 PP1185_MARK LOGO: MNHD
 PP1185_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PP1185_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 PP1185+SATELLITE: SATELLITE OBSERVATIONS - August 08, 2007
 PP1185
 PP1185  HISTORY     - Date     Condition        Report By
 PP1185  HISTORY     - 1970     MONUMENTED       MNHD
 PP1185  HISTORY     - 20010722 GOOD             USPSQD
 PP1185  HISTORY     - 20040221 GOOD             USPSQD
 PP1185  HISTORY     - 20070808 GOOD             MNDT
 PP1185  HISTORY     - 20091102 MARK NOT FOUND   MNDT
 PP1185
 PP1185                          STATION DESCRIPTION
 PP1185
 PP1185'DESCRIBED BY MN HIGHWAY DEPT 1970
 PP1185'IN MINNEAPOLIS.
 PP1185'MARK IS LOCATED IN MINNEAPOLIS, ABOUT 3.9 MILES SOUTH OF THE WEST
 PP1185'JUNCTION OF FAI 35W AND FAI 94, ON THE WEST SIDE OF FAI 35W, IN THE
 PP1185'SOUTHEAST CORNER OF BRIDGE NO. 9612, STEVENS AVENUE OVER MINNEHAHA
 PP1185'CREEK.  SE 1/4 SECTION 15, T 28N, R 24W.
 PP1185
 PP1185                          STATION RECOVERY (2001)
 PP1185
 PP1185'RECOVERY NOTE BY US POWER SQUADRON 2001 (BC)
 PP1185'RECOVERED IN GOOD CONDITION.
 PP1185
 PP1185                          STATION RECOVERY (2004)
 PP1185
 PP1185'RECOVERY NOTE BY US POWER SQUADRON 2004
 PP1185'RECOVERED IN GOOD CONDITION.
 PP1185
 PP1185                          STATION RECOVERY (2007)
 PP1185
 PP1185'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (BLB)
 PP1185'THE MARK IS LOCATED ABOUT 9.2 MI (14.8 KM) EAST OF HOPKINS, 5.0 MI
 PP1185'(8.0 KM) SOUTH OF MINNEAPOLIS AND 4.8 MI (7.7 KM) NORTH-NORTHEAST OF
 PP1185'BLOOMINGTON.
 PP1185'
 PP1185'TO REACH TO THE MARK IN MINNEAPOLIS, GO 3.9 MI (6.3 KM) SOUTH OF WEST
 PP1185'JUNCTION OF INTERSTATE HIGHWAY 35W AND INTERSTATE HIGHWAY 94, IN
 PP1185'SOUTHEAST CORNER OF STEVENS AVENUE BRIDGE 9612 OVER MINNEHAHA CREEK.
 PP1185
 PP1185                          STATION RECOVERY (2009)
 PP1185
 PP1185'RECOVERY NOTE BY MN DEPT OF TRANSP 2009 (MH)
 PP1185'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 PP1188 ***********************************************************************
 PP1188  DESIGNATION -  2782 W
 PP1188  PID         -  PP1188
 PP1188  STATE/COUNTY-  MN/HENNEPIN
 PP1188  COUNTRY     -  US
 PP1188  USGS QUAD   -  MINNEAPOLIS SOUTH (2019)
 PP1188
 PP1188                         *CURRENT SURVEY CONTROL
 PP1188  ______________________________________________________________________
 PP1188* NAD 83(1986) POSITION- 44 55 36.50   (N) 093 16 27.46   (W)   HD_HELD1
 PP1188* NAVD 88 ORTHO HEIGHT -   257.385 (meters)      844.44  (feet) ADJUSTED
 PP1188  ______________________________________________________________________
 PP1188  GEOID HEIGHT    -        -27.128 (meters)                     GEOID18
 PP1188  DYNAMIC HEIGHT  -        257.377 (meters)      844.41  (feet) COMP
 PP1188  MODELED GRAVITY -    980,580.5   (mgal)                       NAVD 88
 PP1188
 PP1188  VERT ORDER      -  SECOND    CLASS 0
 PP1188
 PP1188.The horizontal coordinates were determined by differentially corrected
 PP1188.hand held GPS observations or other comparable positioning techniques
 PP1188.and have an estimated accuracy of +/- 3 meters.
 PP1188
 PP1188.The orthometric height was determined by differential leveling and
 PP1188.adjusted by the NATIONAL GEODETIC SURVEY
 PP1188.in June 1991.
 PP1188
 PP1188.Significant digits in the geoid height do not necessarily reflect accuracy.
 PP1188.GEOID18 height accuracy estimate available here.
 PP1188
 PP1188.Click photographs - Photos may exist for this station.
 PP1188
 PP1188.The dynamic height is computed by dividing the NAVD 88
 PP1188.geopotential number by the normal gravity value computed on the
 PP1188.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP1188.degrees latitude (g = 980.6199 gals.).
 PP1188
 PP1188.The modeled gravity was interpolated from observed gravity values.
 PP1188
 PP1188;                    North         East    Units  Estimated Accuracy
 PP1188;SPC MN S     -   314,347.3     857,288.7     MT  (+/- 3 meters HH1 GPS) 
 PP1188
 PP1188_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK7835374856(NAD 83)
 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
 PP1188.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PP1188.See file dsdata.pdf to determine how the superseded data were derived.
 PP1188
 PP1188_MARKER: DB = BENCH MARK DISK
 PP1188_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 PP1188_SP_SET: BRIDGE ABUTMENT
 PP1188_STAMPING: 2782 W 1970
 PP1188_MARK LOGO: MNHD
 PP1188_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PP1188_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 PP1188+SATELLITE: SATELLITE OBSERVATIONS - April 07, 2020
 PP1188
 PP1188  HISTORY     - Date     Condition        Report By
 PP1188  HISTORY     - 1970     MONUMENTED       MNHD
 PP1188  HISTORY     - 20010721 GOOD             USPSQD
 PP1188  HISTORY     - 20040221 GOOD             USPSQD
 PP1188  HISTORY     - 20070808 GOOD             MNDT
 PP1188  HISTORY     - 20200407 GOOD             MNDT
 PP1188
 PP1188                          STATION DESCRIPTION
 PP1188
 PP1188'DESCRIBED BY MN HIGHWAY DEPT 1970
 PP1188'IN MINNEAPOLIS.
 PP1188'MARK IS LOCATED IN MINNEAPOLIS, ABOUT 2.75 MILES SOUTH OF THE WEST
 PP1188'JUNCTION OF FAI 35W AND FAI 94 IN MINNEAPOLIS, IN THE SOUTHEAST CORNER
 PP1188'OF BRIDGE NO. 9616, 42ND STREET OVER FAI 35W.  SE 1/4 SECTION 10, T
 PP1188'28N, R 24W.
 PP1188
 PP1188                          STATION RECOVERY (2001)
 PP1188
 PP1188'RECOVERY NOTE BY US POWER SQUADRON 2001 (BC)
 PP1188'RECOVERED IN GOOD CONDITION.
 PP1188
 PP1188                          STATION RECOVERY (2004)
 PP1188
 PP1188'RECOVERY NOTE BY US POWER SQUADRON 2004
 PP1188'RECOVERED IN GOOD CONDITION.
 PP1188
 PP1188                          STATION RECOVERY (2007)
 PP1188
 PP1188'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (BLB)
 PP1188'THE MARK IS LOCATED ABOUT 9.0 MI (14.5 KM) WEST OF SAINT PAUL, 6.0 MI
 PP1188'(9.7 KM) NORTH OF BLOOMINGTON AND 3.7 MI (6.0 KM) SOUTH OF
 PP1188'MINNEAPOLIS.
 PP1188'
 PP1188'TO REACH TO THE MARK IN MINNEAPOLIS, 2.75 MI (4.4 KM) SOUTH OF WEST
 PP1188'JUNCTION OF INTERSTATE HIGHWAY 35W AND INTERSTATE HIGHWAY 94, IN
 PP1188'SOUTHEAST CORNER OF 42ND STREET BRIDGE 9616 OVER INTERSTATE HIGHWAY
 PP1188'35W.
 PP1188
 PP1188                          STATION RECOVERY (2020)
 PP1188
 PP1188'RECOVERY NOTE BY MN DEPT OF TRANSP 2020 (SEL)
 PP1188'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 PP1191 ***********************************************************************
 PP1191  DESIGNATION -  2782 Z 1
 PP1191  PID         -  PP1191
 PP1191  STATE/COUNTY-  MN/HENNEPIN
 PP1191  COUNTRY     -  US
 PP1191  USGS QUAD   -  MINNEAPOLIS SOUTH (2019)
 PP1191
 PP1191                         *CURRENT SURVEY CONTROL
 PP1191  ______________________________________________________________________
 PP1191* NAD 83(1986) POSITION- 44 56 15.59   (N) 093 16 27.50   (W)   HD_HELD1
 PP1191* NAVD 88 ORTHO HEIGHT -   261.413 (meters)      857.65  (feet) ADJUSTED
 PP1191  ______________________________________________________________________
 PP1191  GEOID HEIGHT    -        -27.129 (meters)                     GEOID18
 PP1191  DYNAMIC HEIGHT  -        261.405 (meters)      857.63  (feet) COMP
 PP1191  MODELED GRAVITY -    980,581.3   (mgal)                       NAVD 88
 PP1191
 PP1191  VERT ORDER      -  SECOND    CLASS 0
 PP1191
 PP1191.The horizontal coordinates were determined by differentially corrected
 PP1191.hand held GPS observations or other comparable positioning techniques
 PP1191.and have an estimated accuracy of +/- 3 meters.
 PP1191
 PP1191.The orthometric height was determined by differential leveling and
 PP1191.adjusted by the NATIONAL GEODETIC SURVEY
 PP1191.in June 1991.
 PP1191
 PP1191.Significant digits in the geoid height do not necessarily reflect accuracy.
 PP1191.GEOID18 height accuracy estimate available here.
 PP1191
 PP1191.Click photographs - Photos may exist for this station.
 PP1191
 PP1191.The dynamic height is computed by dividing the NAVD 88
 PP1191.geopotential number by the normal gravity value computed on the
 PP1191.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP1191.degrees latitude (g = 980.6199 gals.).
 PP1191
 PP1191.The modeled gravity was interpolated from observed gravity values.
 PP1191
 PP1191;                    North         East    Units  Estimated Accuracy
 PP1191;SPC MN S     -   315,553.8     857,277.2     MT  (+/- 3 meters HH1 GPS) 
 PP1191
 PP1191_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK7835776062(NAD 83)
 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
 PP1191.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PP1191.See file dsdata.pdf to determine how the superseded data were derived.
 PP1191
 PP1191_MARKER: DB = BENCH MARK DISK
 PP1191_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 PP1191_SP_SET: BRIDGE ABUTMENT
 PP1191_STAMPING: 2782 Z 1 1970
 PP1191_MARK LOGO: MNHD
 PP1191_MAGNETIC: N = NO MAGNETIC MATERIAL
 PP1191_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PP1191_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 PP1191+SATELLITE: SATELLITE OBSERVATIONS - August 27, 2007
 PP1191
 PP1191  HISTORY     - Date     Condition        Report By
 PP1191  HISTORY     - 1970     MONUMENTED       MNHD
 PP1191  HISTORY     - 1987     GOOD             USPSQD
 PP1191  HISTORY     - 1991     GOOD             USPSQD
 PP1191  HISTORY     - 20010721 GOOD             USPSQD
 PP1191  HISTORY     - 20040221 GOOD             USPSQD
 PP1191  HISTORY     - 20070827 GOOD             MNDT
 PP1191
 PP1191                          STATION DESCRIPTION
 PP1191
 PP1191'DESCRIBED BY MN HIGHWAY DEPT 1970
 PP1191'IN MINNEAPOLIS.
 PP1191'MARK IS LOCATED IN MINNEAPOLIS, ABOUT 2.0 MILES SOUTH OF THE WEST
 PP1191'JUNCTION OF FAI 35W AND FAI 94 IN MINNEAPOLIS, IN THE SOUTHEAST CORNER
 PP1191'OF BRIDGE NO. 9620, 36TH STREET OVER FAI 35W.  SE 1/4 SECTION 3, T
 PP1191'28N, R 24W.
 PP1191
 PP1191                          STATION RECOVERY (1987)
 PP1191
 PP1191'RECOVERY NOTE BY US POWER SQUADRON 1987 (TZ)
 PP1191'RECOVERED IN GOOD CONDITION.
 PP1191
 PP1191                          STATION RECOVERY (1991)
 PP1191
 PP1191'RECOVERY NOTE BY US POWER SQUADRON 1991 (TJZ)
 PP1191'RECOVERED IN GOOD CONDITION.
 PP1191
 PP1191                          STATION RECOVERY (2001)
 PP1191
 PP1191'RECOVERY NOTE BY US POWER SQUADRON 2001 (BC)
 PP1191'RECOVERED IN GOOD CONDITION.
 PP1191
 PP1191                          STATION RECOVERY (2004)
 PP1191
 PP1191'RECOVERY NOTE BY US POWER SQUADRON 2004
 PP1191'RECOVERED IN GOOD CONDITION.
 PP1191
 PP1191                          STATION RECOVERY (2007)
 PP1191
 PP1191'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (WEF)
 PP1191'THE MARK IS LOCATED ABOUT 8.9 MI (14.3 KM) WEST OF SAINT PAUL, 6.8 MI
 PP1191'(10.9 KM) NORTH OF BLOOMINGTON AND 3.0 MI (4.8 KM) SOUTH OF
 PP1191'MINNEAPOLIS.
 PP1191'
 PP1191'TO REACH TO THE MARK IN MINNEAPOLIS, GO 2.0 MI (3.2 KM) SOUTH OF WEST
 PP1191'JUNCTION OF INTERSTATE HIGHWAY 35W AND INTERSTATE HIGHWAY 94, IN
 PP1191'SOUTHEAST CORNER OF 36TH ST BRIDGE 9620 OVER INTERSTATE HIGHWAY 35W.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 PP1192 ***********************************************************************
 PP1192  DESIGNATION -  2782 Z 2
 PP1192  PID         -  PP1192
 PP1192  STATE/COUNTY-  MN/HENNEPIN
 PP1192  COUNTRY     -  US
 PP1192  USGS QUAD   -  MINNEAPOLIS SOUTH (2019)
 PP1192
 PP1192                         *CURRENT SURVEY CONTROL
 PP1192  ______________________________________________________________________
 PP1192* NAD 83(1986) POSITION- 44 56 22.09   (N) 093 16 27.51   (W)   HD_HELD1
 PP1192* NAVD 88 ORTHO HEIGHT -   261.727 (meters)      858.68  (feet) ADJUSTED
 PP1192  ______________________________________________________________________
 PP1192  GEOID HEIGHT    -        -27.129 (meters)                     GEOID18
 PP1192  DYNAMIC HEIGHT  -        261.720 (meters)      858.66  (feet) COMP
 PP1192  MODELED GRAVITY -    980,581.4   (mgal)                       NAVD 88
 PP1192
 PP1192  VERT ORDER      -  SECOND    CLASS 0
 PP1192
 PP1192.The horizontal coordinates were determined by differentially corrected
 PP1192.hand held GPS observations or other comparable positioning techniques
 PP1192.and have an estimated accuracy of +/- 3 meters.
 PP1192
 PP1192.The orthometric height was determined by differential leveling and
 PP1192.adjusted by the NATIONAL GEODETIC SURVEY
 PP1192.in June 1991.
 PP1192
 PP1192.Significant digits in the geoid height do not necessarily reflect accuracy.
 PP1192.GEOID18 height accuracy estimate available here.
 PP1192
 PP1192.Click photographs - Photos may exist for this station.
 PP1192
 PP1192.The dynamic height is computed by dividing the NAVD 88
 PP1192.geopotential number by the normal gravity value computed on the
 PP1192.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP1192.degrees latitude (g = 980.6199 gals.).
 PP1192
 PP1192.The modeled gravity was interpolated from observed gravity values.
 PP1192
 PP1192;                    North         East    Units  Estimated Accuracy
 PP1192;SPC MN S     -   315,754.5     857,275.2     MT  (+/- 3 meters HH1 GPS) 
 PP1192
 PP1192_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK7835776262(NAD 83)
 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
 PP1192.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PP1192.See file dsdata.pdf to determine how the superseded data were derived.
 PP1192
 PP1192_MARKER: DB = BENCH MARK DISK
 PP1192_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 PP1192_SP_SET: BRIDGE ABUTMENT
 PP1192_STAMPING: 2782 Z 2 1970
 PP1192_MARK LOGO: MNHD
 PP1192_MAGNETIC: N = NO MAGNETIC MATERIAL
 PP1192_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PP1192_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 PP1192+SATELLITE: SATELLITE OBSERVATIONS - August 27, 2007
 PP1192
 PP1192  HISTORY     - Date     Condition        Report By
 PP1192  HISTORY     - 1970     MONUMENTED       MNHD
 PP1192  HISTORY     - 1987     GOOD             USPSQD
 PP1192  HISTORY     - 1991     GOOD             USPSQD
 PP1192  HISTORY     - 20010721 GOOD             USPSQD
 PP1192  HISTORY     - 20040221 GOOD             USPSQD
 PP1192  HISTORY     - 20070827 GOOD             MNDT
 PP1192
 PP1192                          STATION DESCRIPTION
 PP1192
 PP1192'DESCRIBED BY MN HIGHWAY DEPT 1970
 PP1192'IN MINNEAPOLIS.
 PP1192'MARK IS LOCATED IN MINNEAPOLIS, ABOUT 1.8 MILES SOUTH OF THE WEST
 PP1192'JUNCTION OF FAI 35W AND FAI 94 IN MINNEAPOLIS, IN THE SOUTHEAST CORNER
 PP1192'OF BRIDGE NO. 9621, 35TH STREET OVER FAI 35W.  SE 1/4 SECTION 3, T
 PP1192'28N, R 24W.
 PP1192
 PP1192                          STATION RECOVERY (1987)
 PP1192
 PP1192'RECOVERY NOTE BY US POWER SQUADRON 1987 (TZ)
 PP1192'RECOVERED IN GOOD CONDITION.
 PP1192
 PP1192                          STATION RECOVERY (1991)
 PP1192
 PP1192'RECOVERY NOTE BY US POWER SQUADRON 1991 (TJZ)
 PP1192'RECOVERED IN GOOD CONDITION.
 PP1192
 PP1192                          STATION RECOVERY (2001)
 PP1192
 PP1192'RECOVERY NOTE BY US POWER SQUADRON 2001 (BC)
 PP1192'RECOVERED IN GOOD CONDITION.
 PP1192
 PP1192                          STATION RECOVERY (2004)
 PP1192
 PP1192'RECOVERY NOTE BY US POWER SQUADRON 2004
 PP1192'RECOVERED IN GOOD CONDITION.
 PP1192
 PP1192                          STATION RECOVERY (2007)
 PP1192
 PP1192'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (WEF)
 PP1192'THE MARK IS LOCATED ABOUT 8.9 MI (14.3 KM) WEST OF SAINT PAUL, 6.9 MI
 PP1192'(11.1 KM) NORTH OF BLOOMINGTON AND 2.8 MI (4.5 KM) SOUTH OF
 PP1192'MINNEAPOLIS.
 PP1192'
 PP1192'TO REACH TO THE MARK IN MINNEAPOLIS, GO 1.8 MI (2.9 KM) SOUTH OF WEST
 PP1192'JUNCTION OF INTERSTATE HIGHWAY 35W AND INTERSTATE HIGHWAY 94, IN
 PP1192'SOUTHEAST CORNER OF 35TH STREET BRIDGE 9621 OVER INTERSTATE HIGHWAY
 PP1192'35W.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DM4496 ***********************************************************************
 DM4496  DESIGNATION -  2783 A 1
 DM4496  PID         -  DM4496
 DM4496  STATE/COUNTY-  MN/HENNEPIN
 DM4496  COUNTRY     -  US
 DM4496  USGS QUAD   -  SAINT PAUL WEST (2019)
 DM4496
 DM4496                         *CURRENT SURVEY CONTROL
 DM4496  ______________________________________________________________________
 DM4496* NAD 83(1986) POSITION- 44 58 43.4    (N) 093 14 24.6    (W)   HD_HELD2
 DM4496* NAVD 88 ORTHO HEIGHT -   248.274 (meters)      814.55  (feet) ADJUSTED
 DM4496  ______________________________________________________________________
 DM4496  GEOID HEIGHT    -        -27.185 (meters)                     GEOID18
 DM4496  DYNAMIC HEIGHT  -        248.267 (meters)      814.52  (feet) COMP
 DM4496  MODELED GRAVITY -    980,583.3   (mgal)                       NAVD 88
 DM4496
 DM4496  VERT ORDER      -  SECOND    CLASS I
 DM4496
 DM4496.The horizontal coordinates were established by autonomous hand held GPS
 DM4496.observations and have an estimated accuracy of +/- 10 meters.
 DM4496
 DM4496.The orthometric height was determined by differential leveling and
 DM4496.adjusted by the NATIONAL GEODETIC SURVEY
 DM4496.in August 2020.
 DM4496
 DM4496.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM4496.GEOID18 height accuracy estimate available here.
 DM4496
 DM4496.Click photographs - Photos may exist for this station.
 DM4496
 DM4496.The dynamic height is computed by dividing the NAVD 88
 DM4496.geopotential number by the normal gravity value computed on the
 DM4496.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM4496.degrees latitude (g = 980.6199 gals.).
 DM4496
 DM4496.The modeled gravity was interpolated from observed gravity values.
 DM4496
 DM4496;                    North         East    Units  Estimated Accuracy
 DM4496;SPC MN S     -   320,141.      859,929.      MT  (+/- 10 meters HH2 GPS)
 DM4496
 DM4496_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK8106480614(NAD 83)
 DM4496
 DM4496                          SUPERSEDED SURVEY CONTROL
 DM4496
 DM4496  NAVD 88 (09/20/16)  248.268  (m)          814.53   (f) SUPERSEDED  2 1
 DM4496  NAVD 88 (07/12/11)  248.264  (m)          814.51   (f) SUPERSEDED  2 1
 DM4496
 DM4496.Superseded values are not recommended for survey control.
 DM4496
 DM4496.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DM4496.See file dsdata.pdf to determine how the superseded data were derived.
 DM4496
 DM4496_MARKER: DD = SURVEY DISK
 DM4496_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DM4496_SP_SET: BRIDGE ABUTMENT
 DM4496_STAMPING: 2781 A 1 2007
 DM4496_MARK LOGO: MNDT
 DM4496_MAGNETIC: N = NO MAGNETIC MATERIAL
 DM4496_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DM4496_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DM4496+SATELLITE: SATELLITE OBSERVATIONS - July 24, 2018
 DM4496
 DM4496  HISTORY     - Date     Condition        Report By
 DM4496  HISTORY     - 20070913 MONUMENTED       MNDT
 DM4496  HISTORY     - 20140214 GOOD             MNDT
 DM4496  HISTORY     - 20180724 GOOD             MNDT
 DM4496
 DM4496                          STATION DESCRIPTION
 DM4496
 DM4496'DESCRIBED BY MN DEPT OF TRANSP 2007 (MPP)
 DM4496'THE STATION IS LOCATED ABOUT 7.6 MI (12.2 KM) WEST-NORTHWEST OF SAINT
 DM4496'PAUL, 6.5 MI (10.5 KM) SOUTH-SOUTHWEST OF NEW BRIGHTON IN
 DM4496'EASTERN-SOUTHEASTERN MINNEAPOLIS.
 DM4496'
 DM4496'TO REACH THE FROM THE JUNCTION OF SOUTH WASHINGTON AVENUE AND CEDAR
 DM4496'AVENUE IN MINNEAPOLIS GO 0.10 MI (0.2 KM) NORTHEAST ALONG SOUTH
 DM4496'WASHINGTON AVENUE, THENCE 1 BLOCK NORTH ON SOUTH 19TH AVENUE, THENCE
 DM4496'0.10 MI (0.2 KM) NORTH ON SOUTH 19TH AVENUE, THENCE 1 BLOCK EAST ON
 DM4496'SOUTH FIRST STREET, THENCE 1 BLOCK NORTH ON SOUTH 20TH AVENUE, THENCE
 DM4496'0.25 MI (0.4 KM) NORTHEAST ON THE PEDESTRIAN BRIDGE NUMBER 94246 OVER
 DM4496'THE MISSISSIPPI RIVER.
 DM4496'
 DM4496'THE MARK IS FOUND IN THE NORTHEAST CORNER OF THE PEDESTRIAN BRIDGE'S
 DM4496'ABUTMENT, 12.0 FT (3.7 M) SOUTHEAST OF THE WALKWAY'S CENTERLINE.
 DM4496
 DM4496                          STATION RECOVERY (2014)
 DM4496
 DM4496'RECOVERY NOTE BY MN DEPT OF TRANSP 2014 (BK)
 DM4496'RECOVERED AS DESCRIBED.
 DM4496
 DM4496                          STATION RECOVERY (2018)
 DM4496
 DM4496'RECOVERY NOTE BY MN DEPT OF TRANSP 2018 (EKL)
 DM4496'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DM4497 ***********************************************************************
 DM4497  DESIGNATION -  2783 A 3
 DM4497  PID         -  DM4497
 DM4497  STATE/COUNTY-  MN/HENNEPIN
 DM4497  COUNTRY     -  US
 DM4497  USGS QUAD   -  MINNEAPOLIS SOUTH (2019)
 DM4497
 DM4497                         *CURRENT SURVEY CONTROL
 DM4497  ______________________________________________________________________
 DM4497* NAD 83(1986) POSITION- 44 58 52.23   (N) 093 15 02.92   (W)   HD_HELD1
 DM4497* NAVD 88 ORTHO HEIGHT -   246.188 (meters)      807.70  (feet) ADJUSTED
 DM4497  ______________________________________________________________________
 DM4497  GEOID HEIGHT    -        -27.172 (meters)                     GEOID18
 DM4497  DYNAMIC HEIGHT  -        246.182 (meters)      807.68  (feet) COMP
 DM4497  MODELED GRAVITY -    980,584.2   (mgal)                       NAVD 88
 DM4497
 DM4497  VERT ORDER      -  SECOND    CLASS I
 DM4497
 DM4497.The horizontal coordinates were determined by differentially corrected
 DM4497.hand held GPS observations or other comparable positioning techniques
 DM4497.and have an estimated accuracy of +/- 3 meters.
 DM4497
 DM4497.The orthometric height was determined by differential leveling and
 DM4497.adjusted by the NATIONAL GEODETIC SURVEY
 DM4497.in September 2016.
 DM4497
 DM4497.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM4497.GEOID18 height accuracy estimate available here.
 DM4497
 DM4497.Click photographs - Photos may exist for this station.
 DM4497
 DM4497.The dynamic height is computed by dividing the NAVD 88
 DM4497.geopotential number by the normal gravity value computed on the
 DM4497.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM4497.degrees latitude (g = 980.6199 gals.).
 DM4497
 DM4497.The modeled gravity was interpolated from observed gravity values.
 DM4497
 DM4497;                    North         East    Units  Estimated Accuracy
 DM4497;SPC MN S     -   320,405.6     859,087.1     MT  (+/- 3 meters HH1 GPS) 
 DM4497
 DM4497_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK8022580889(NAD 83)
 DM4497
 DM4497                          SUPERSEDED SURVEY CONTROL
 DM4497
 DM4497  NAVD 88 (07/12/11)  246.183  (m)          807.69   (f) SUPERSEDED  2 1
 DM4497
 DM4497.Superseded values are not recommended for survey control.
 DM4497
 DM4497.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DM4497.See file dsdata.pdf to determine how the superseded data were derived.
 DM4497
 DM4497_MARKER: DD = SURVEY DISK
 DM4497_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DM4497_SP_SET: BRIDGE RAILING
 DM4497_STAMPING: 2781 A 3 2007
 DM4497_MARK LOGO: MNDT
 DM4497_MAGNETIC: N = NO MAGNETIC MATERIAL
 DM4497_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DM4497_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DM4497+SATELLITE: SATELLITE OBSERVATIONS - August 15, 2018
 DM4497
 DM4497  HISTORY     - Date     Condition        Report By
 DM4497  HISTORY     - 20070830 MONUMENTED       MNDT
 DM4497  HISTORY     - 20140214 GOOD             MNDT
 DM4497  HISTORY     - 20150331 GOOD             MNDT
 DM4497  HISTORY     - 20150512 GOOD             MNDT
 DM4497  HISTORY     - 20180815 GOOD             USPSQD
 DM4497
 DM4497                          STATION DESCRIPTION
 DM4497
 DM4497'DESCRIBED BY MN DEPT OF TRANSP 2007 (MPP)
 DM4497'THE STATION IS LOCATED ABOUT 8.1 MI (13.0 KM) WEST-NORTHWEST OF SAINT
 DM4497'PAUL, 6.3 MI (10.1 KM) SOUTH-SOUTHWEST OF NEW BRIGHTON IN EASTERN
 DM4497'MINNEAPOLIS.
 DM4497'
 DM4497'TO REACH THE MARK FROM THE JUNCTION OF FOURTH AVENUE AND INTERSTATE
 DM4497'35W IN MINNEAPOLIS GO 0.20 MI (0.3 KM) NORTHWEST ALONG FOURTH AVENUE,
 DM4497'THENCE 0.30 MI (0.5 KM) SOUTHWEST ON SIXTH AVENUE SOUTHEAST, THENCE
 DM4497'150 FT (45.7 M) WEST-SOUTHWEST ON WALK PATH TO EAST TO THE END OF A
 DM4497'STONE ARCH BRIDGE.
 DM4497'
 DM4497'THE MARK IS FOUND IN THE SOUTHEAST CORNER OF THE STONE ARCH BRIDGE
 DM4497'OVER THE MISSISSIPPI RIVER, 12.50 FT (3.8 M) SOUTH-SOUTHEAST OF ITS
 DM4497'CENTERLINE, 2.0 FT (0.6 M) NORTH-NORTHWEST OF THE SOUTHEAST END OF THE
 DM4497'BRIDGE.
 DM4497
 DM4497                          STATION RECOVERY (2014)
 DM4497
 DM4497'RECOVERY NOTE BY MN DEPT OF TRANSP 2014 (BK)
 DM4497'RECOVERED AS DESCRIBED.
 DM4497
 DM4497                          STATION RECOVERY (2015)
 DM4497
 DM4497'RECOVERY NOTE BY MN DEPT OF TRANSP 2015 (TWM)
 DM4497'RECOVERED AS DESCRIBED.
 DM4497
 DM4497                          STATION RECOVERY (2015)
 DM4497
 DM4497'RECOVERY NOTE BY MN DEPT OF TRANSP 2015 (CF)
 DM4497'RECOVERED AS DESCRIBED.
 DM4497
 DM4497                          STATION RECOVERY (2018)
 DM4497
 DM4497'RECOVERY NOTE BY US POWER SQUADRON 2018 (MLG)
 DM4497'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DM4492 ***********************************************************************
 DM4492  DESIGNATION -  2783 A 4
 DM4492  PID         -  DM4492
 DM4492  STATE/COUNTY-  MN/HENNEPIN
 DM4492  COUNTRY     -  US
 DM4492  USGS QUAD   -  SAINT PAUL WEST (2019)
 DM4492
 DM4492                         *CURRENT SURVEY CONTROL
 DM4492  ______________________________________________________________________
 DM4492* NAD 83(1986) POSITION- 44 58 51.40   (N) 093 14 34.37   (W)   HD_HELD1
 DM4492* NAVD 88 ORTHO HEIGHT -   253.902 (meters)      833.01  (feet) ADJUSTED
 DM4492  ______________________________________________________________________
 DM4492  GEOID HEIGHT    -        -27.182 (meters)                     GEOID18
 DM4492  DYNAMIC HEIGHT  -        253.895 (meters)      832.99  (feet) COMP
 DM4492  MODELED GRAVITY -    980,583.6   (mgal)                       NAVD 88
 DM4492
 DM4492  VERT ORDER      -  SECOND    CLASS I
 DM4492
 DM4492.The horizontal coordinates were determined by differentially corrected
 DM4492.hand held GPS observations or other comparable positioning techniques
 DM4492.and have an estimated accuracy of +/- 3 meters.
 DM4492
 DM4492.The orthometric height was determined by differential leveling and
 DM4492.adjusted by the NATIONAL GEODETIC SURVEY
 DM4492.in July 2011.
 DM4492
 DM4492.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM4492.GEOID18 height accuracy estimate available here.
 DM4492
 DM4492.Click photographs - Photos may exist for this station.
 DM4492
 DM4492.The dynamic height is computed by dividing the NAVD 88
 DM4492.geopotential number by the normal gravity value computed on the
 DM4492.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM4492.degrees latitude (g = 980.6199 gals.).
 DM4492
 DM4492.The modeled gravity was interpolated from observed gravity values.
 DM4492
 DM4492;                    North         East    Units  Estimated Accuracy
 DM4492;SPC MN S     -   320,385.7     859,712.8     MT  (+/- 3 meters HH1 GPS) 
 DM4492
 DM4492_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK8085080862(NAD 83)
 DM4492
 DM4492                          SUPERSEDED SURVEY CONTROL
 DM4492
 DM4492.No superseded survey control is available for this station.
 DM4492
 DM4492_MARKER: DB = BENCH MARK DISK
 DM4492_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DM4492_SP_SET: BRIDGE RAILING
 DM4492_STAMPING: 2783 A 4 2007
 DM4492_MARK LOGO: MNHD
 DM4492_MAGNETIC: N = NO MAGNETIC MATERIAL
 DM4492_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DM4492_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DM4492+SATELLITE: SATELLITE OBSERVATIONS - February 23, 2014
 DM4492
 DM4492  HISTORY     - Date     Condition        Report By
 DM4492  HISTORY     - 2001     MONUMENTED       MNDT
 DM4492  HISTORY     - 20120315 GOOD             MNDT
 DM4492  HISTORY     - 20140223 GOOD             MNDT
 DM4492
 DM4492                          STATION DESCRIPTION
 DM4492
 DM4492'DESCRIBED BY MN DEPT OF TRANSP 2001 (MPP)
 DM4492'THE STATION IS LOCATED ABOUT 7.8 MI (12.6 KM) WEST-NORTHWEST OF SAINT
 DM4492'PAUL, 6.2 MI (10.0 KM) SOUTH-SOUTHWEST OF NEW BRIGHTON IN EASTERN
 DM4492'MINNEAPOLIS.
 DM4492'
 DM4492'TO REACH THE MARK FROM SOUTHEAST 10TH AVENUE AND SOUTHEAST UNIVERSITY
 DM4492'AVENUE, GO 0.10 MI (0.2 KM) SOUTH ALONG SOUTHEAST 10TH AVENUE TO
 DM4492'BRIDGE NUMBER 2796 OVER THE MISSISSIPPI RIVER.
 DM4492'
 DM4492'THE MARK IS 29.0 FT (8.8 M) WEST OF SOUTHEAST 10TH AVENUE ON THE
 DM4492'JERSEY BARRIER DIRECTLY UNDER THE BRIDGE RAILING IN NORTHWEST CORNER
 DM4492'OF SOUTHEAST 10TH AVENUE BRIDGE NUMBER 2796 OVER THE MISSISSIPPI
 DM4492'RIVER.
 DM4492'
 DM4492'MONUMENTED 2001, STAMPED WHEN LEVELED IN 2007.
 DM4492
 DM4492                          STATION RECOVERY (2012)
 DM4492
 DM4492'RECOVERY NOTE BY MN DEPT OF TRANSP 2012 (KMS)
 DM4492'RECOVERED AS DESCRIBED.
 DM4492
 DM4492                          STATION RECOVERY (2014)
 DM4492
 DM4492'RECOVERY NOTE BY MN DEPT OF TRANSP 2014 (BK)
 DM4492'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DM4493 ***********************************************************************
 DM4493  DESIGNATION -  2783 A 5
 DM4493  PID         -  DM4493
 DM4493  STATE/COUNTY-  MN/HENNEPIN
 DM4493  COUNTRY     -  US
 DM4493  USGS QUAD   -  SAINT PAUL WEST (2019)
 DM4493
 DM4493                         *CURRENT SURVEY CONTROL
 DM4493  ______________________________________________________________________
 DM4493* NAD 83(1986) POSITION- 44 58 31.58   (N) 093 14 44.07   (W)   HD_HELD1
 DM4493* NAVD 88 ORTHO HEIGHT -   257.658 (meters)      845.33  (feet) ADJUSTED
 DM4493  ______________________________________________________________________
 DM4493  GEOID HEIGHT    -        -27.177 (meters)                     GEOID18
 DM4493  DYNAMIC HEIGHT  -        257.651 (meters)      845.31  (feet) COMP
 DM4493  MODELED GRAVITY -    980,583.4   (mgal)                       NAVD 88
 DM4493
 DM4493  VERT ORDER      -  SECOND    CLASS I
 DM4493
 DM4493.The horizontal coordinates were determined by differentially corrected
 DM4493.hand held GPS observations or other comparable positioning techniques
 DM4493.and have an estimated accuracy of +/- 3 meters.
 DM4493
 DM4493.The orthometric height was determined by differential leveling and
 DM4493.adjusted by the NATIONAL GEODETIC SURVEY
 DM4493.in August 2020.
 DM4493
 DM4493.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM4493.GEOID18 height accuracy estimate available here.
 DM4493
 DM4493.Click photographs - Photos may exist for this station.
 DM4493
 DM4493.The dynamic height is computed by dividing the NAVD 88
 DM4493.geopotential number by the normal gravity value computed on the
 DM4493.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM4493.degrees latitude (g = 980.6199 gals.).
 DM4493
 DM4493.The modeled gravity was interpolated from observed gravity values.
 DM4493
 DM4493;                    North         East    Units  Estimated Accuracy
 DM4493;SPC MN S     -   319,772.0     859,506.0     MT  (+/- 3 meters HH1 GPS) 
 DM4493
 DM4493_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK8063680251(NAD 83)
 DM4493
 DM4493                          SUPERSEDED SURVEY CONTROL
 DM4493
 DM4493  NAVD 88 (07/12/11)  257.657  (m)          845.33   (f) SUPERSEDED  2 1
 DM4493
 DM4493.Superseded values are not recommended for survey control.
 DM4493
 DM4493.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DM4493.See file dsdata.pdf to determine how the superseded data were derived.
 DM4493
 DM4493_MARKER: DB = BENCH MARK DISK
 DM4493_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DM4493_SP_SET: BRIDGE WALKWAY
 DM4493_STAMPING: 2783 A 5 2007
 DM4493_MARK LOGO: MNDT
 DM4493_MAGNETIC: N = NO MAGNETIC MATERIAL
 DM4493_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DM4493_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DM4493+SATELLITE: SATELLITE OBSERVATIONS - August 06, 2013
 DM4493
 DM4493  HISTORY     - Date     Condition        Report By
 DM4493  HISTORY     - 2001     MONUMENTED       MNDT
 DM4493  HISTORY     - 20120315 GOOD             MNDT
 DM4493  HISTORY     - 20130806 GOOD             MNDT
 DM4493
 DM4493                          STATION DESCRIPTION
 DM4493
 DM4493'DESCRIBED BY MN DEPT OF TRANSP 2001 (MPP)
 DM4493'THE STATION IS LOCATED ABOUT 7.8 MI (12.6 KM) WEST-NORTHWEST OF SAINT
 DM4493'PAUL, 6.6 MI (10.6 KM) SOUTH-SOUTHWEST OF NEW BRIGHTON IN
 DM4493'EASTERN-SOUTHEASTERN MINNEAPOLIS ALONG THE MISSISSIPPI RIVER.
 DM4493'
 DM4493'TO REACH THE MARK FROM THE JUNCTION OF 19TH AVENUE SOUTH AND SOUTH
 DM4493'WASHINGTON AVENUE IN MINNEAPOLIS GO 2 BLOCKS NORTH ALONG 19TH AVENUE
 DM4493'SOUTH/SOUTHEAST 10TH AVENUE TO SOUTHEAST 10TH AVENUE BRIDGE NUMBER
 DM4493'2796 OVER THE MISSISSIPPI RIVER.
 DM4493'
 DM4493'THE MARK IS FOUND IN THE SOUTHEAST CORNER OF THE BRIDGE DECK, 26 FT
 DM4493'(7.9 M) EAST OF NORTHBOUND SOUTHEAST 10 AVENUE.
 DM4493'
 DM4493'MONUMENTED 2001, STAMPED WHEN LEVELED IN 2007.
 DM4493
 DM4493                          STATION RECOVERY (2012)
 DM4493
 DM4493'RECOVERY NOTE BY MN DEPT OF TRANSP 2012 (KMS)
 DM4493'RECOVERED AS DESCRIBED.
 DM4493
 DM4493                          STATION RECOVERY (2013)
 DM4493
 DM4493'RECOVERY NOTE BY MN DEPT OF TRANSP 2013 (MAS)
 DM4493'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DM4502 ***********************************************************************
 DM4502  DESIGNATION -  2783 A 6
 DM4502  PID         -  DM4502
 DM4502  STATE/COUNTY-  MN/HENNEPIN
 DM4502  COUNTRY     -  US
 DM4502  USGS QUAD   -  SAINT PAUL WEST (2019)
 DM4502
 DM4502                         *CURRENT SURVEY CONTROL
 DM4502  ______________________________________________________________________
 DM4502* NAD 83(1986) POSITION- 44 58 25.6    (N) 093 14 58.8    (W)   HD_HELD2
 DM4502* NAVD 88 ORTHO HEIGHT -   256.234 (meters)      840.66  (feet) ADJUSTED
 DM4502  ______________________________________________________________________
 DM4502  GEOID HEIGHT    -        -27.172 (meters)                     GEOID18
 DM4502  DYNAMIC HEIGHT  -        256.228 (meters)      840.64  (feet) COMP
 DM4502  MODELED GRAVITY -    980,583.6   (mgal)                       NAVD 88
 DM4502
 DM4502  VERT ORDER      -  SECOND    CLASS I
 DM4502
 DM4502.The horizontal coordinates were established by autonomous hand held GPS
 DM4502.observations and have an estimated accuracy of +/- 10 meters.
 DM4502
 DM4502.The orthometric height was determined by differential leveling and
 DM4502.adjusted by the NATIONAL GEODETIC SURVEY
 DM4502.in September 2016.
 DM4502
 DM4502.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM4502.GEOID18 height accuracy estimate available here.
 DM4502
 DM4502.Click photographs - Photos may exist for this station.
 DM4502
 DM4502.The dynamic height is computed by dividing the NAVD 88
 DM4502.geopotential number by the normal gravity value computed on the
 DM4502.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM4502.degrees latitude (g = 980.6199 gals.).
 DM4502
 DM4502.The modeled gravity was interpolated from observed gravity values.
 DM4502
 DM4502;                    North         East    Units  Estimated Accuracy
 DM4502;SPC MN S     -   319,584.      859,185.      MT  (+/- 10 meters HH2 GPS)
 DM4502
 DM4502_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK8031380067(NAD 83)
 DM4502
 DM4502                          SUPERSEDED SURVEY CONTROL
 DM4502
 DM4502  NAVD 88 (07/12/11)  256.237  (m)          840.67   (f) SUPERSEDED  2 1
 DM4502
 DM4502.Superseded values are not recommended for survey control.
 DM4502
 DM4502.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DM4502.See file dsdata.pdf to determine how the superseded data were derived.
 DM4502
 DM4502_MARKER: DB = BENCH MARK DISK
 DM4502_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DM4502_SP_SET: BRIDGE WALKWAY
 DM4502_STAMPING: 2783 A 6 2007
 DM4502_MARK LOGO: MNHD
 DM4502_MAGNETIC: N = NO MAGNETIC MATERIAL
 DM4502_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DM4502_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DM4502+SATELLITE: SATELLITE OBSERVATIONS - August 06, 2013
 DM4502
 DM4502  HISTORY     - Date     Condition        Report By
 DM4502  HISTORY     - 1967     MONUMENTED       MNHD
 DM4502  HISTORY     - 20070823 GOOD             MNDT
 DM4502  HISTORY     - 20130806 GOOD             MNDT
 DM4502
 DM4502                          STATION DESCRIPTION
 DM4502
 DM4502'DESCRIBED BY MN DEPT OF TRANSP 2007 (MPP)
 DM4502'THE STATION IS LOCATED ABOUT 7.9 MI (12.7 KM) WEST-NORTHWEST OF SAINT
 DM4502'PAUL, 6.8 MI (10.9 KM) SOUTH-SOUTHWEST OF NEW BRIGHTON AND IN
 DM4502'EAST-SOUTHEAST MINNEAPOLIS.
 DM4502'
 DM4502'THE MARK IS AT THE INTERSECTION OF SOUTH WASHINGTON AVENUE BRIDGE OVER
 DM4502'INTERSTATE 35 IN THE BRIDGE DECK SIDEWALK ABOVE THE SOUTHWEST CENTER
 DM4502'PIER.
 DM4502'
 DM4502'THE MARK IS 21.0 FT (6.4 M) SOUTHWEST OF SOUTH WASHINGTON AVENUE,
 DM4502'114.0 FT (34.7 M) SOUTHEAST OF THE SOUTHWEST CORNER THE BRIDGE.
 DM4502'
 DM4502'MONUMENTED 1967, STAMPED WHEN LEVELED IN 2007.
 DM4502
 DM4502                          STATION RECOVERY (2013)
 DM4502
 DM4502'RECOVERY NOTE BY MN DEPT OF TRANSP 2013 (MAS)
 DM4502'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 PP1450 ***********************************************************************
 PP1450  DESIGNATION -  2783 B
 PP1450  PID         -  PP1450
 PP1450  STATE/COUNTY-  MN/HENNEPIN
 PP1450  COUNTRY     -  US
 PP1450  USGS QUAD   -  MINNEAPOLIS SOUTH (2019)
 PP1450
 PP1450                         *CURRENT SURVEY CONTROL
 PP1450  ______________________________________________________________________
 PP1450* NAD 83(1986) POSITION- 44 58 20.4    (N) 093 15 02.7    (W)   HD_HELD2
 PP1450* NAVD 88 ORTHO HEIGHT -   248.755 (meters)      816.12  (feet) ADJUSTED
 PP1450  ______________________________________________________________________
 PP1450  GEOID HEIGHT    -        -27.170 (meters)                     GEOID18
 PP1450  DYNAMIC HEIGHT  -        248.748 (meters)      816.10  (feet) COMP
 PP1450  MODELED GRAVITY -    980,583.7   (mgal)                       NAVD 88
 PP1450
 PP1450  VERT ORDER      -  SECOND    CLASS 0
 PP1450
 PP1450.The horizontal coordinates were established by autonomous hand held GPS
 PP1450.observations and have an estimated accuracy of +/- 10 meters.
 PP1450
 PP1450.The orthometric height was determined by differential leveling and
 PP1450.adjusted by the NATIONAL GEODETIC SURVEY
 PP1450.in June 1991.
 PP1450
 PP1450.Significant digits in the geoid height do not necessarily reflect accuracy.
 PP1450.GEOID18 height accuracy estimate available here.
 PP1450
 PP1450.Click photographs - Photos may exist for this station.
 PP1450
 PP1450.The dynamic height is computed by dividing the NAVD 88
 PP1450.geopotential number by the normal gravity value computed on the
 PP1450.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP1450.degrees latitude (g = 980.6199 gals.).
 PP1450
 PP1450.The modeled gravity was interpolated from observed gravity values.
 PP1450
 PP1450;                    North         East    Units  Estimated Accuracy
 PP1450;SPC MN S     -   319,423.      859,101.      MT  (+/- 10 meters HH2 GPS)
 PP1450
 PP1450_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK8022779907(NAD 83)
 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
 PP1450.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PP1450.See file dsdata.pdf to determine how the superseded data were derived.
 PP1450
 PP1450_MARKER: DB = BENCH MARK DISK
 PP1450_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 PP1450_SP_SET: BRIDGE ABUTMENT
 PP1450_STAMPING: 2783 B 1972
 PP1450_MARK LOGO: MNHD
 PP1450_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 PP1450_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PP1450_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 PP1450+SATELLITE: SATELLITE OBSERVATIONS - August 13, 2007
 PP1450
 PP1450  HISTORY     - Date     Condition        Report By
 PP1450  HISTORY     - 1972     MONUMENTED       MNHD
 PP1450  HISTORY     - 1985     GOOD             USPSQD
 PP1450  HISTORY     - 19861001 GOOD             USPSQD
 PP1450  HISTORY     - 20070813 GOOD             MNDT
 PP1450
 PP1450                          STATION DESCRIPTION
 PP1450
 PP1450'DESCRIBED BY MN HIGHWAY DEPT 1972
 PP1450'IN MINNEAPOLIS.
 PP1450'MARK IS LOCATED IN MINNEAPOLIS, ABOUT 0.5 MILES SOUTHWEST OF THE FAI
 PP1450'35W CROSSING OVER THE MISSISSIPPI RIVER, 0.5 MILES WEST OF THE TH 12
 PP1450'CROSSING OF THE MISSISSIPPI RIVER, IN THE NORTHEAST CORNER OF BRIDGE
 PP1450'NO. 27879, FAI 35W OVER TH 12.  NE 1/4 SECTION 26, T 29, R 24.
 PP1450
 PP1450                          STATION RECOVERY (1985)
 PP1450
 PP1450'RECOVERY NOTE BY US POWER SQUADRON 1985 (TZ)
 PP1450'RECOVERED IN GOOD CONDITION.
 PP1450
 PP1450                          STATION RECOVERY (1986)
 PP1450
 PP1450'RECOVERY NOTE BY US POWER SQUADRON 1986 (DM)
 PP1450'RECOVERED IN GOOD CONDITION.
 PP1450
 PP1450                          STATION RECOVERY (2007)
 PP1450
 PP1450'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (MPP)
 PP1450'THE MARK IS LOCATED ABOUT 8.0 MI (12.8 KM) WEST-NORTHWEST OF SAINT
 PP1450'PAUL, 6.9 MI (11.1 KM) SOUTH-SOUTHWEST OF NEW BRIGHTON AND 0.8 MI (1.3
 PP1450'KM) SOUTHEAST OF MINNEAPOLIS.   TO REACH TO THE POINT FROM  0.5 MILES
 PP1450'SOUTHWEST OF INTERSTATE HIGHWAY 35W BRIDGE OVER MISSISSIPPI RIVER, 0.5
 PP1450'MILES WEST OF TRUNK HIGHWAY 12 BRIDGE OVER MISSISSIPPI RIVER, 22.0
 PP1450'FEET EAST OF NORTH BOUND 35W, IN NORTHEAST CORNER OF INTERSTATE
 PP1450'HIGHWAY 35W BRIDGE 27879 OVER TRUNK HIGHWAY 12.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 PP1454 ***********************************************************************
 PP1454  DESIGNATION -  2783 B 1
 PP1454  PID         -  PP1454
 PP1454  STATE/COUNTY-  MN/HENNEPIN
 PP1454  COUNTRY     -  US
 PP1454  USGS QUAD   -  MINNEAPOLIS SOUTH (2019)
 PP1454
 PP1454                         *CURRENT SURVEY CONTROL
 PP1454  ______________________________________________________________________
 PP1454* NAD 83(1986) POSITION- 44 58 17.57   (N) 093 15 02.56   (W)   HD_HELD1
 PP1454* NAVD 88 ORTHO HEIGHT -   252.231 (meters)      827.53  (feet) ADJUSTED
 PP1454  ______________________________________________________________________
 PP1454  GEOID HEIGHT    -        -27.170 (meters)                     GEOID18
 PP1454  DYNAMIC HEIGHT  -        252.225 (meters)      827.51  (feet) COMP
 PP1454  MODELED GRAVITY -    980,583.7   (mgal)                       NAVD 88
 PP1454
 PP1454  VERT ORDER      -  SECOND    CLASS I
 PP1454
 PP1454.The horizontal coordinates were determined by differentially corrected
 PP1454.hand held GPS observations or other comparable positioning techniques
 PP1454.and have an estimated accuracy of +/- 3 meters.
 PP1454
 PP1454.The orthometric height was determined by differential leveling and
 PP1454.adjusted by the NATIONAL GEODETIC SURVEY
 PP1454.in July 2011.
 PP1454
 PP1454.Significant digits in the geoid height do not necessarily reflect accuracy.
 PP1454.GEOID18 height accuracy estimate available here.
 PP1454
 PP1454.Click photographs - Photos may exist for this station.
 PP1454
 PP1454.The dynamic height is computed by dividing the NAVD 88
 PP1454.geopotential number by the normal gravity value computed on the
 PP1454.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP1454.degrees latitude (g = 980.6199 gals.).
 PP1454
 PP1454.The modeled gravity was interpolated from observed gravity values.
 PP1454
 PP1454;                    North         East    Units  Estimated Accuracy
 PP1454;SPC MN S     -   319,335.8     859,104.8     MT  (+/- 3 meters HH1 GPS) 
 PP1454
 PP1454_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK8023079820(NAD 83)
 PP1454
 PP1454                          SUPERSEDED SURVEY CONTROL
 PP1454
 PP1454  NAVD 88 (06/15/91)  252.226  (m)          827.51   (f) SUPERSEDED  2 0
 PP1454  NGVD 29 (??/??/92)  252.169  (m)          827.32   (f) ADJ UNCH    2 0
 PP1454
 PP1454.Superseded values are not recommended for survey control.
 PP1454
 PP1454.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PP1454.See file dsdata.pdf to determine how the superseded data were derived.
 PP1454
 PP1454_MARKER: DB = BENCH MARK DISK
 PP1454_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 PP1454_SP_SET: BRIDGE ABUTMENT
 PP1454_STAMPING: 2783 B 1 1972
 PP1454_MARK LOGO: MNHD
 PP1454_MAGNETIC: N = NO MAGNETIC MATERIAL
 PP1454_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PP1454_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 PP1454+SATELLITE: SATELLITE OBSERVATIONS - September 17, 2007
 PP1454
 PP1454  HISTORY     - Date     Condition        Report By
 PP1454  HISTORY     - 1972     MONUMENTED       MNHD
 PP1454  HISTORY     - 1985     GOOD             USPSQD
 PP1454  HISTORY     - 20070917 GOOD             MNDT
 PP1454
 PP1454                          STATION DESCRIPTION
 PP1454
 PP1454'DESCRIBED BY MN HIGHWAY DEPT 1972
 PP1454'IN MINNEAPOLIS.
 PP1454'MARK IS LOCATED IN MINNEAPOLIS ABOUT 0.6 MILES SOUTHWEST OF THE FAI
 PP1454'35W CROSSING OF THE MISSISSIPPI RIVER, 0.5 MILES WEST OF THE TH 12
 PP1454'CROSSING OF MISSISSIPPI RIVER, 250 FEET WEST OF FAI 35W IN THE
 PP1454'SOUTHEAST CORNER OF BRIDGE NO. 27880, NORTHBOUND FAI 35W EXIT TO
 PP1454'WASHINGTON AVENUE OVER TH 12 AND RAMP (29).  NE 1/4 SECTION 26, T 29,
 PP1454'R 24.
 PP1454
 PP1454                          STATION RECOVERY (1985)
 PP1454
 PP1454'RECOVERY NOTE BY US POWER SQUADRON 1985 (TZ)
 PP1454'RECOVERED IN GOOD CONDITION.
 PP1454
 PP1454                          STATION RECOVERY (2007)
 PP1454
 PP1454'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (WEF)
 PP1454'THE MARK IS LOCATED ABOUT 7.9 MI (12.7 KM) WEST-NORTHWEST OF SAINT
 PP1454'PAUL, 6.9 MI (11.1 KM) SOUTH-SOUTHWEST OF NEW BRIGHTON AND 0.9 MI (1.4
 PP1454'KM) SOUTHEAST OF MINNEAPOLIS.
 PP1454'
 PP1454'TO REACH TO THE MARK IN MINNEAPOLIS, GO 0.6 MI (1.0 KM) SOUTHWEST OF
 PP1454'MISSISSIPPI RIVER, 0.5 MI (0.8 KM) WEST OF TRUNK HIGHWAY 122 BRIDGE
 PP1454'OVER RIVER, 250 FT (76.2 M) WEST OF INTERSTATE HIGHWAY 35W, IN
 PP1454'SOUTHEAST CORNER OF BRIDGE 27880 (NB INTERSTATE HIGHWAY 35W EXIT TO
 PP1454'WASHINGTON AVENUE OVER TRUNK HIGHWAY 122 AND RAMP).
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 PP1456 ***********************************************************************
 PP1456  DESIGNATION -  2783 B 2
 PP1456  PID         -  PP1456
 PP1456  STATE/COUNTY-  MN/HENNEPIN
 PP1456  COUNTRY     -  US
 PP1456  USGS QUAD   -  MINNEAPOLIS SOUTH (2019)
 PP1456
 PP1456                         *CURRENT SURVEY CONTROL
 PP1456  ______________________________________________________________________
 PP1456* NAD 83(1996) POSITION- 44 58 22.48013(N) 093 15 05.01709(W)   ADJUSTED
 PP1456* NAVD 88 ORTHO HEIGHT -   255.654 (meters)      838.76  (feet) ADJUSTED
 PP1456  ______________________________________________________________________
 PP1456  GEOID HEIGHT    -        -27.169 (meters)                     GEOID18
 PP1456  LAPLACE CORR    -         -3.55  (seconds)                    DEFLEC18
 PP1456  DYNAMIC HEIGHT  -        255.647 (meters)      838.74  (feet) COMP
 PP1456  MODELED GRAVITY -    980,583.7   (mgal)                       NAVD 88
 PP1456
 PP1456  HORZ ORDER      -  THIRD
 PP1456  VERT ORDER      -  SECOND    CLASS I
 PP1456
 PP1456.The horizontal coordinates were established by classical geodetic methods
 PP1456.and adjusted by the National Geodetic Survey in March 1999.
 PP1456
 PP1456.The orthometric height was determined by differential leveling and
 PP1456.adjusted by the NATIONAL GEODETIC SURVEY
 PP1456.in June 1991.
 PP1456
 PP1456.Significant digits in the geoid height do not necessarily reflect accuracy.
 PP1456.GEOID18 height accuracy estimate available here.
 PP1456
 PP1456.Click photographs - Photos may exist for this station.
 PP1456
 PP1456.The Laplace correction was computed from DEFLEC18 derived deflections.
 PP1456
 PP1456.The dynamic height is computed by dividing the NAVD 88
 PP1456.geopotential number by the normal gravity value computed on the
 PP1456.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP1456.degrees latitude (g = 980.6199 gals.).
 PP1456
 PP1456.The modeled gravity was interpolated from observed gravity values.
 PP1456
 PP1456. The following values were computed from the NAD 83(1996) position.
 PP1456
 PP1456;                    North         East     Units Scale Factor Converg.
 PP1456;SPC MN S     -   319,486.869   859,049.617   MT  0.99995586   +0 31 29.0
 PP1456;SPC MN S     - 1,048,183.17  2,818,398.62   sFT  0.99995586   +0 31 29.0
 PP1456;UTM  15      - 4,979,971.915   480,177.002   MT  0.99960483   -0 10 39.6
 PP1456
 PP1456!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PP1456!SPC MN S     -   0.99996418  x   0.99995586  =   0.99992004
 PP1456!UTM  15      -   0.99996418  x   0.99960483  =   0.99956902
 PP1456
 PP1456_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK8017779971(NAD 83)
 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             255.65   (m)          838.7    (f) LEVELING    3  
 PP1456  NGVD 29 (??/??/92)  255.597  (m)          838.57   (f) ADJ UNCH    2 0
 PP1456  NGVD 29             255.60   (m)          838.6    (f) LEVELING    3  
 PP1456
 PP1456.Superseded values are not recommended for survey control.
 PP1456
 PP1456.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PP1456.See file dsdata.pdf to determine how the superseded data were derived.
 PP1456
 PP1456_MARKER: DB = BENCH MARK DISK
 PP1456_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 PP1456_SP_SET: BRIDGE ABUTMENT
 PP1456_STAMPING: 2783 B 2 1972
 PP1456_MARK LOGO: MNHD
 PP1456_MAGNETIC: N = NO MAGNETIC MATERIAL
 PP1456_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PP1456_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 PP1456+SATELLITE: SATELLITE OBSERVATIONS - September 17, 2007
 PP1456
 PP1456  HISTORY     - Date     Condition        Report By
 PP1456  HISTORY     - 1972     MONUMENTED       MNHD
 PP1456  HISTORY     - 19861019 GOOD             USPSQD
 PP1456  HISTORY     - 20070917 GOOD             MNDT
 PP1456
 PP1456                          STATION DESCRIPTION
 PP1456
 PP1456'DESCRIBED BY MN HIGHWAY DEPT 1972
 PP1456'IN MINNEAPOLIS.
 PP1456'MARK IS LOCATED ABOUT 0.6 MILES SOUTHWEST OF THE FAI 35W CROSSING OF
 PP1456'THE MISSISSIPPI RIVER, 0.5 MILES WEST OF THE TH 12 CROSSING OF THE
 PP1456'MISSISSIPPI RIVER, 100 FEET WEST OF FAI 35W, IN THE NORTHWEST CORNER
 PP1456'OF BRIDGE NO. 27880-A, ACCESS RAMP (27) TO WEST BOUND TH 12 OVER FAI
 PP1456'35W AND RAMPS.  SE 1/4 SECTION 26, T 29, R 24.
 PP1456
 PP1456                          STATION RECOVERY (1986)
 PP1456
 PP1456'RECOVERY NOTE BY US POWER SQUADRON 1986 (DM)
 PP1456'RECOVERED IN GOOD CONDITION.
 PP1456
 PP1456                          STATION RECOVERY (2007)
 PP1456
 PP1456'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (WEF)
 PP1456'THE MARK IS LOCATED ABOUT 8.0 MI (12.9 KM) WEST-NORTHWEST OF SAINT
 PP1456'PAUL, 6.9 MI (11.1 KM) SOUTH-SOUTHWEST OF NEW BRIGHTON AND 0.8 MI (1.3
 PP1456'KM) SOUTHEAST OF MINNEAPOLIS.
 PP1456'
 PP1456'TO REACH TO THE MARK IN MINNEAPOLIS, GO 0.6 MI (1.0 KM) SOUTHWEST OF
 PP1456'INTERSTATE HIGHWAY 35W BRIDGE OVER MISSISSIPPI RIVER, 0.5 MI (0.8 KM)
 PP1456'WEST OF THIRD STREET BRIDGE OVER MISSISSIPPI RIVER, 100 FT (30.5 M)
 PP1456'WEST OF INTERSTATE HIGHWAY 35W, IN NORTHWEST CORNER OF RAMP 27 BRIDGE
 PP1456'27880A TO WESTBOUND THIRD STREET OVER INTERSTATE HIGHWAY 35W AND
 PP1456'RAMPS.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 PP1455 ***********************************************************************
 PP1455  DESIGNATION -  2783 B 3
 PP1455  PID         -  PP1455
 PP1455  STATE/COUNTY-  MN/HENNEPIN
 PP1455  COUNTRY     -  US
 PP1455  USGS QUAD   -  MINNEAPOLIS SOUTH (2019)
 PP1455
 PP1455                         *CURRENT SURVEY CONTROL
 PP1455  ______________________________________________________________________
 PP1455* NAD 83(1986) POSITION- 44 58 19.75   (N) 093 15 00.07   (W)   HD_HELD1
 PP1455* NAVD 88 ORTHO HEIGHT -   255.041 (meters)      836.75  (feet) ADJUSTED
 PP1455  ______________________________________________________________________
 PP1455  GEOID HEIGHT    -        -27.171 (meters)                     GEOID18
 PP1455  DYNAMIC HEIGHT  -        255.034 (meters)      836.72  (feet) COMP
 PP1455  MODELED GRAVITY -    980,583.6   (mgal)                       NAVD 88
 PP1455
 PP1455  VERT ORDER      -  SECOND    CLASS I
 PP1455
 PP1455.The horizontal coordinates were determined by differentially corrected
 PP1455.hand held GPS observations or other comparable positioning techniques
 PP1455.and have an estimated accuracy of +/- 3 meters.
 PP1455
 PP1455.The orthometric height was determined by differential leveling and
 PP1455.adjusted by the NATIONAL GEODETIC SURVEY
 PP1455.in June 1991.
 PP1455
 PP1455.Significant digits in the geoid height do not necessarily reflect accuracy.
 PP1455.GEOID18 height accuracy estimate available here.
 PP1455
 PP1455.Click photographs - Photos may exist for this station.
 PP1455
 PP1455.The dynamic height is computed by dividing the NAVD 88
 PP1455.geopotential number by the normal gravity value computed on the
 PP1455.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP1455.degrees latitude (g = 980.6199 gals.).
 PP1455
 PP1455.The modeled gravity was interpolated from observed gravity values.
 PP1455
 PP1455;                    North         East    Units  Estimated Accuracy
 PP1455;SPC MN S     -   319,403.6     859,158.8     MT  (+/- 3 meters HH1 GPS) 
 PP1455
 PP1455_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK8028579887(NAD 83)
 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
 PP1455.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PP1455.See file dsdata.pdf to determine how the superseded data were derived.
 PP1455
 PP1455_MARKER: DB = BENCH MARK DISK
 PP1455_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 PP1455_SP_SET: BRIDGE ABUTMENT
 PP1455_STAMPING: 2783 B 3 1972
 PP1455_MARK LOGO: MNHD
 PP1455_MAGNETIC: N = NO MAGNETIC MATERIAL
 PP1455_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PP1455_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 PP1455+SATELLITE: SATELLITE OBSERVATIONS - September 17, 2007
 PP1455
 PP1455  HISTORY     - Date     Condition        Report By
 PP1455  HISTORY     - 1972     MONUMENTED       MNHD
 PP1455  HISTORY     - 1985     GOOD             USPSQD
 PP1455  HISTORY     - 20070917 GOOD             MNDT
 PP1455
 PP1455                          STATION DESCRIPTION
 PP1455
 PP1455'DESCRIBED BY MN HIGHWAY DEPT 1972
 PP1455'IN MINNEAPOLIS.
 PP1455'MARK IS LOCATED IN MINNEAPOLIS, ABOUT 0.6 MILES SOUTHWEST OF THE FAI
 PP1455'35W CROSSING OF THE MISSISSIPPI RIVER, 0.5 MILES WEST OF THE TH 12
 PP1455'CROSSING OF THE MISSISSIPPI RIVER, 250 FEET EAST OF FAI 35W, IN THE
 PP1455'NORTHEAST CORNER OF BRIDGE NO. 27880, NORTH BOUND EXIT RAMP TO
 PP1455'WASHINGTON AVENUE OVER TH 12 AND RAMP (29).  NE 1/4 SECTION 26, T 29,
 PP1455'R 24.
 PP1455
 PP1455                          STATION RECOVERY (1985)
 PP1455
 PP1455'RECOVERY NOTE BY US POWER SQUADRON 1985 (TZ)
 PP1455'RECOVERED IN GOOD CONDITION.
 PP1455
 PP1455                          STATION RECOVERY (2007)
 PP1455
 PP1455'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (WEF)
 PP1455'THE MARK IS LOCATED ABOUT 7.9 MI (12.7 KM) WEST-NORTHWEST OF SAINT
 PP1455'PAUL, 6.9 MI (11.1 KM) SOUTH-SOUTHWEST OF NEW BRIGHTON AND 0.9 MI (1.4
 PP1455'KM) SOUTHEAST OF MINNEAPOLIS.
 PP1455'
 PP1455'TO REACH TO THE MARK IN MINNEAPOLIS, GO 0.6 MI (1.0 KM) SOUTHWEST OF
 PP1455'MISSISSIPPI RIVER, 0.5 MI (0.8 KM) WEST OF TRUNK HIGHWAY 122 BRIDGE
 PP1455'OVER RIVER, 250 FT (76.2 M) EAST OF INTERSTATE HIGHWAY 35W, IN
 PP1455'NORTHEAST CORNER OF BRIDGE 27880 (NB EXIT TO WASHINGTON AVENUE OVER
 PP1455'TRUNK HIGHWAY 122 AND RAMP).
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 PP1459 ***********************************************************************
 PP1459  DESIGNATION -  2783 B 4
 PP1459  PID         -  PP1459
 PP1459  STATE/COUNTY-  MN/HENNEPIN
 PP1459  COUNTRY     -  US
 PP1459  USGS QUAD   -  MINNEAPOLIS SOUTH (2019)
 PP1459
 PP1459                         *CURRENT SURVEY CONTROL
 PP1459  ______________________________________________________________________
 PP1459* NAD 83(1986) POSITION- 44 58 24.     (N) 093 15 18.     (W)   SCALED
 PP1459* NAVD 88 ORTHO HEIGHT -   253.331 (meters)      831.14  (feet) ADJUSTED
 PP1459  ______________________________________________________________________
 PP1459  GEOID HEIGHT    -        -27.164 (meters)                     GEOID18
 PP1459  DYNAMIC HEIGHT  -        253.325 (meters)      831.12  (feet) COMP
 PP1459  MODELED GRAVITY -    980,583.9   (mgal)                       NAVD 88
 PP1459
 PP1459  VERT ORDER      -  SECOND    CLASS 0
 PP1459
 PP1459.The horizontal coordinates were scaled from a map and have
 PP1459.an estimated accuracy of +/- 6 seconds.
 PP1459
 PP1459.The orthometric height was determined by differential leveling and
 PP1459.adjusted by the NATIONAL GEODETIC SURVEY
 PP1459.in June 1991.
 PP1459
 PP1459.Significant digits in the geoid height do not necessarily reflect accuracy.
 PP1459.GEOID18 height accuracy estimate available here.
 PP1459
 PP1459.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK798800(NAD 83)
 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
 PP1459.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PP1459.See file dsdata.pdf to determine how the superseded data were derived.
 PP1459
 PP1459_MARKER: DB = BENCH MARK DISK
 PP1459_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 PP1459_SP_SET: BRIDGE
 PP1459_STAMPING: 2783-B 4 1972
 PP1459_MARK LOGO: MNHD
 PP1459_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PP1459
 PP1459  HISTORY     - Date     Condition        Report By
 PP1459  HISTORY     - 1972     MONUMENTED       MNDT
 PP1459  HISTORY     - 1985     GOOD             USPSQD
 PP1459  HISTORY     - 19861001 GOOD             USPSQD
 PP1459  HISTORY     - 20070912 MARK NOT FOUND   MNDT
 PP1459
 PP1459                          STATION DESCRIPTION
 PP1459
 PP1459'DESCRIBED BY MN DEPT OF TRANSP 1972
 PP1459'IN MINNEAPOLIS.
 PP1459'MARK IS LOCATED IN MINNEAPOLIS 0.2 MILES WEST OF FAI 35W, 0.15 MILES
 PP1459'(2 CITY BLOCKS) SOUTHWEST OF WASHINGTON AVENUE, IN THE SOUTHEAST
 PP1459'CORNER OF BRIDGE NO. 27111, ELEVENTH AVENUE SOUTH OVER TH 12 (FOURTH
 PP1459'STREET SOUTH).  NE 1/4 SECTION 26, T 29, R 24.
 PP1459
 PP1459                          STATION RECOVERY (1985)
 PP1459
 PP1459'RECOVERY NOTE BY US POWER SQUADRON 1985
 PP1459'MARK LOCATED IN SOUTHWEST CORNER OF BRIDGE IN ABUTMENT.
 PP1459
 PP1459                          STATION RECOVERY (1986)
 PP1459
 PP1459'RECOVERY NOTE BY US POWER SQUADRON 1986 (DM)
 PP1459'RECOVERED IN GOOD CONDITION.
 PP1459
 PP1459                          STATION RECOVERY (2007)
 PP1459
 PP1459'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (WEF)
 PP1459'THE MARK WAS NOT RECOVERED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 PP1452 ***********************************************************************
 PP1452  DESIGNATION -  2783 B 5
 PP1452  PID         -  PP1452
 PP1452  STATE/COUNTY-  MN/HENNEPIN
 PP1452  COUNTRY     -  US
 PP1452  USGS QUAD   -  SAINT PAUL WEST (2019)
 PP1452
 PP1452                         *CURRENT SURVEY CONTROL
 PP1452  ______________________________________________________________________
 PP1452* NAD 83(1986) POSITION- 44 58 18.96   (N) 093 14 50.59   (W)   HD_HELD1
 PP1452* NAVD 88 ORTHO HEIGHT -   252.569 (meters)      828.64  (feet) ADJUSTED
 PP1452  ______________________________________________________________________
 PP1452  GEOID HEIGHT    -        -27.174 (meters)                     GEOID18
 PP1452  DYNAMIC HEIGHT  -        252.562 (meters)      828.61  (feet) COMP
 PP1452  MODELED GRAVITY -    980,583.4   (mgal)                       NAVD 88
 PP1452
 PP1452  VERT ORDER      -  SECOND    CLASS 0
 PP1452
 PP1452.The horizontal coordinates were determined by differentially corrected
 PP1452.hand held GPS observations or other comparable positioning techniques
 PP1452.and have an estimated accuracy of +/- 3 meters.
 PP1452
 PP1452.The orthometric height was determined by differential leveling and
 PP1452.adjusted by the NATIONAL GEODETIC SURVEY
 PP1452.in June 1991.
 PP1452
 PP1452.Significant digits in the geoid height do not necessarily reflect accuracy.
 PP1452.GEOID18 height accuracy estimate available here.
 PP1452
 PP1452.Click photographs - Photos may exist for this station.
 PP1452
 PP1452.The dynamic height is computed by dividing the NAVD 88
 PP1452.geopotential number by the normal gravity value computed on the
 PP1452.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP1452.degrees latitude (g = 980.6199 gals.).
 PP1452
 PP1452.The modeled gravity was interpolated from observed gravity values.
 PP1452
 PP1452;                    North         East    Units  Estimated Accuracy
 PP1452;SPC MN S     -   319,381.1     859,366.7     MT  (+/- 3 meters HH1 GPS) 
 PP1452
 PP1452_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK8049279862(NAD 83)
 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
 PP1452.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PP1452.See file dsdata.pdf to determine how the superseded data were derived.
 PP1452
 PP1452_MARKER: DB = BENCH MARK DISK
 PP1452_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 PP1452_SP_SET: BRIDGE WALKWAY
 PP1452_STAMPING: 2783 B 5 1972
 PP1452_MARK LOGO: MNHD
 PP1452_MAGNETIC: N = NO MAGNETIC MATERIAL
 PP1452_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PP1452_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 PP1452+SATELLITE: SATELLITE OBSERVATIONS - September 17, 2007
 PP1452
 PP1452  HISTORY     - Date     Condition        Report By
 PP1452  HISTORY     - 1972     MONUMENTED       MNHD
 PP1452  HISTORY     - 19861001 GOOD             USPSQD
 PP1452  HISTORY     - 20061104 GOOD             USPSQD
 PP1452  HISTORY     - 20070813 GOOD             MNDT
 PP1452  HISTORY     - 20070917 GOOD             MNDT
 PP1452
 PP1452                          STATION DESCRIPTION
 PP1452
 PP1452'DESCRIBED BY MN HIGHWAY DEPT 1972
 PP1452'IN MINNEAPOLIS.
 PP1452'MARK IS LOCATED IN MINNEAPOLIS, 0.3 MILES WEST OF THE TH 12 CROSSING
 PP1452'OF THE MISSISSIPPI RIVER, 0.2 MILES EAST OF FAI 35-W, 1 CITY BLOCK
 PP1452'SOUTH OF WASHINGTON AVENUE, IN THE NORTHWEST CORNER (SIDEWALK) OF
 PP1452'BRIDGE NO. 27030, CEDAR AVENUE (TH 36) OVER TH 12.  NE 1/4 SECTION 26,
 PP1452'T 29, R 24.
 PP1452
 PP1452                          STATION RECOVERY (1986)
 PP1452
 PP1452'RECOVERY NOTE BY US POWER SQUADRON 1986 (DM)
 PP1452'RECOVERED IN GOOD CONDITION.
 PP1452
 PP1452                          STATION RECOVERY (2006)
 PP1452
 PP1452'RECOVERY NOTE BY US POWER SQUADRON 2006 (JCH)
 PP1452'RECOVERED IN GOOD CONDITION.
 PP1452
 PP1452                          STATION RECOVERY (2007)
 PP1452
 PP1452'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (MPP)
 PP1452'THE MARK IS LOCATED IN MINNEAPOLIS. TO REACH FROM 0.3 MILES WEST OF
 PP1452'TRUNK HIGHWAY 122 (4TH STREET) BRIDGE OVER MISSISSIPPI RIVER, 0.2
 PP1452'MILES EAST OF INTERSTATE HIGHWAY 35W, 1 BLOCK SOUTH OF WASHINGTON AVE,
 PP1452'30 FEET WEST OF CEDAR AVENUE, IN NORTHWEST CORNER OF CEDAR AVENUE
 PP1452'BRIDGE 27030 OVER TRUNK HIGHWAY 122(4TH STREET).
 PP1452
 PP1452                          STATION RECOVERY (2007)
 PP1452
 PP1452'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (WEF)
 PP1452'THE MARK IS LOCATED ABOUT 7.8 MI (12.6 KM) WEST-NORTHWEST OF SAINT
 PP1452'PAUL, 6.9 MI (11.1 KM) SOUTH-SOUTHWEST OF NEW BRIGHTON AND 1.0 MI (1.6
 PP1452'KM) SOUTHEAST OF MINNEAPOLIS.
 PP1452'
 PP1452'TO REACH TO THE MARK IN MINNEAPOLIS, 0.3 MI (0.5 KM) WEST OF TRUNK
 PP1452'HIGHWAY 122 BRIDGE OVER MISSISSIPPI RIVER, 0.2 MI (0.3 KM) EAST OF
 PP1452'INTERSTATE HIGHWAY 35W, 1 BLOCK SOUTH OF WASHINGTON AVENUE, 30 FT (9.1
 PP1452'M) WEST OF CEDAR AVENUE, IN NORTHWEST CORNER OF CEDAR AVENUE BRIDGE
 PP1452'27030 OVER TRUNK HIGHWAY 122(4TH STREET).
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 PP1453 ***********************************************************************
 PP1453  DESIGNATION -  2783 B 6
 PP1453  PID         -  PP1453
 PP1453  STATE/COUNTY-  MN/HENNEPIN
 PP1453  COUNTRY     -  US
 PP1453  USGS QUAD   -  SAINT PAUL WEST (2019)
 PP1453
 PP1453                         *CURRENT SURVEY CONTROL
 PP1453  ______________________________________________________________________
 PP1453* NAD 83(1986) POSITION- 44 58 23.     (N) 093 14 30.     (W)   SCALED
 PP1453* NAVD 88 ORTHO HEIGHT -   247.302 (meters)      811.36  (feet) ADJUSTED
 PP1453  ______________________________________________________________________
 PP1453  GEOID HEIGHT    -        -27.182 (meters)                     GEOID18
 PP1453  DYNAMIC HEIGHT  -        247.295 (meters)      811.33  (feet) COMP
 PP1453  MODELED GRAVITY -    980,583.1   (mgal)                       NAVD 88
 PP1453
 PP1453  VERT ORDER      -  SECOND    CLASS 0
 PP1453
 PP1453.The horizontal coordinates were scaled from a map and have
 PP1453.an estimated accuracy of +/- 6 seconds.
 PP1453
 PP1453.The orthometric height was determined by differential leveling and
 PP1453.adjusted by the NATIONAL GEODETIC SURVEY
 PP1453.in June 1991.
 PP1453
 PP1453.Significant digits in the geoid height do not necessarily reflect accuracy.
 PP1453.GEOID18 height accuracy estimate available here.
 PP1453
 PP1453.Click photographs - Photos may exist for this station.
 PP1453
 PP1453.The dynamic height is computed by dividing the NAVD 88
 PP1453.geopotential number by the normal gravity value computed on the
 PP1453.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP1453.degrees latitude (g = 980.6199 gals.).
 PP1453
 PP1453.The modeled gravity was interpolated from observed gravity values.
 PP1453
 PP1453;                    North         East    Units  Estimated Accuracy
 PP1453;SPC MN S     -   319,510.      859,820.      MT  (+/- 180 meters Scaled)
 PP1453
 PP1453_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK809799(NAD 83)
 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
 PP1453.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PP1453.See file dsdata.pdf to determine how the superseded data were derived.
 PP1453
 PP1453_MARKER: DD = SURVEY DISK
 PP1453_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 PP1453_SP_SET: BRIDGE ABUTMENT
 PP1453_STAMPING: 2783 B 6 1972
 PP1453_MARK LOGO: MNHD
 PP1453_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PP1453_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PP1453+SATELLITE: SATELLITE OBSERVATIONS - August 20, 2007
 PP1453
 PP1453  HISTORY     - Date     Condition        Report By
 PP1453  HISTORY     - 1972     MONUMENTED       MNHD
 PP1453  HISTORY     - 19861001 GOOD             USPSQD
 PP1453  HISTORY     - 20070820 GOOD             MNDT
 PP1453
 PP1453                          STATION DESCRIPTION
 PP1453
 PP1453'DESCRIBED BY MN HIGHWAY DEPT 1972
 PP1453'IN MINNEAPOLIS.
 PP1453'MARK IS LOCATED IN MINNEAPOLIS, 0.5 MILES EAST OF FAI 35-W, 0.05 MILES
 PP1453'NORTH OF TH 12, IN THE NORTHWEST CORNER (ABUTMENT) OF BRIDGE NO. 9360
 PP1453'(OLD TH 12) WASHINGTON AVENUE OVER THE MISSISSIPPI RIVER AND THE
 PP1453'BURLINGTON NORTHERN RAILROAD.  NW 1/4 SECTION 25, T 29, R 24.
 PP1453
 PP1453                          STATION RECOVERY (1986)
 PP1453
 PP1453'RECOVERY NOTE BY US POWER SQUADRON 1986 (DM)
 PP1453'RECOVERED IN GOOD CONDITION.
 PP1453
 PP1453                          STATION RECOVERY (2007)
 PP1453
 PP1453'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (JJB)
 PP1453'THE MARK IS LOCATED ABOUT 7.5 MI (12.1 KM) WEST-NORTHWEST OF SAINT
 PP1453'PAUL, 6.7 MI (10.8 KM) SOUTH-SOUTHWEST OF NEW BRIGHTON AND 1.2 MI (1.9
 PP1453'KM) EAST-SOUTHEAST OF MINNEAPOLIS.
 PP1453'
 PP1453'TO REACH TO THE MARK IN MINNEAPOLIS, GO 0.5 MI (0.8 KM) EAST OF
 PP1453'INTERSTATE HIGHWAY 35W, 0.05 MI (0.1 KM) NORTH OF TRUNK HIGHWAY 12, IN
 PP1453'NORTHWEST CORNER OF TRUNK HIGHWAY 122 (WASHINGTON AVENUE) BRIDGE 9360
 PP1453'OVER MISSISSIPPI RIVER AND RAILROAD.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 PP1462 ***********************************************************************
 PP1462  DESIGNATION -  2783 C
 PP1462  PID         -  PP1462
 PP1462  STATE/COUNTY-  MN/HENNEPIN
 PP1462  COUNTRY     -  US
 PP1462  USGS QUAD   -  SAINT PAUL WEST (2019)
 PP1462
 PP1462                         *CURRENT SURVEY CONTROL
 PP1462  ______________________________________________________________________
 PP1462* NAD 83(1986) POSITION- 44 58 24.95   (N) 093 14 57.36   (W)   HD_HELD1
 PP1462* NAVD 88 ORTHO HEIGHT -   256.113 (meters)      840.26  (feet) ADJUSTED
 PP1462  ______________________________________________________________________
 PP1462  GEOID HEIGHT    -        -27.172 (meters)                     GEOID18
 PP1462  DYNAMIC HEIGHT  -        256.106 (meters)      840.24  (feet) COMP
 PP1462  MODELED GRAVITY -    980,583.6   (mgal)                       NAVD 88
 PP1462
 PP1462  VERT ORDER      -  SECOND    CLASS I
 PP1462
 PP1462.The horizontal coordinates were determined by differentially corrected
 PP1462.hand held GPS observations or other comparable positioning techniques
 PP1462.and have an estimated accuracy of +/- 3 meters.
 PP1462
 PP1462.The orthometric height was determined by differential leveling and
 PP1462.adjusted by the NATIONAL GEODETIC SURVEY
 PP1462.in June 1991.
 PP1462
 PP1462.Significant digits in the geoid height do not necessarily reflect accuracy.
 PP1462.GEOID18 height accuracy estimate available here.
 PP1462
 PP1462.Click photographs - Photos may exist for this station.
 PP1462
 PP1462.The dynamic height is computed by dividing the NAVD 88
 PP1462.geopotential number by the normal gravity value computed on the
 PP1462.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP1462.degrees latitude (g = 980.6199 gals.).
 PP1462
 PP1462.The modeled gravity was interpolated from observed gravity values.
 PP1462
 PP1462;                    North         East    Units  Estimated Accuracy
 PP1462;SPC MN S     -   319,564.6     859,216.7     MT  (+/- 3 meters HH1 GPS) 
 PP1462
 PP1462_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK8034480047(NAD 83)
 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
 PP1462.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PP1462.See file dsdata.pdf to determine how the superseded data were derived.
 PP1462
 PP1462_MARKER: DB = BENCH MARK DISK
 PP1462_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 PP1462_SP_SET: BRIDGE ABUTMENT
 PP1462_STAMPING: 2783 C 1972
 PP1462_MARK LOGO: MNHD
 PP1462_MAGNETIC: N = NO MAGNETIC MATERIAL
 PP1462_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PP1462_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 PP1462+SATELLITE: SATELLITE OBSERVATIONS - March 15, 2012
 PP1462
 PP1462  HISTORY     - Date     Condition        Report By
 PP1462  HISTORY     - 1972     MONUMENTED       MNHD
 PP1462  HISTORY     - 1985     GOOD             USPSQD
 PP1462  HISTORY     - 19861001 GOOD             USPSQD
 PP1462  HISTORY     - 20061104 GOOD             USPSQD
 PP1462  HISTORY     - 20070917 GOOD             MNDT
 PP1462  HISTORY     - 20120315 GOOD             MNDT
 PP1462
 PP1462                          STATION DESCRIPTION
 PP1462
 PP1462'DESCRIBED BY MN HIGHWAY DEPT 1972
 PP1462'IN MINNEAPOLIS.
 PP1462'MARK IS LOCATED IN MINNEAPOLIS, 0.3 MILES SOUTHWEST OF THE FAI 35W
 PP1462'CROSSING OVER THE MISSISSIPPI RIVER, 0.4 MILES WEST OF THE WASHINGTON
 PP1462'AVENUE (OLD TH 12) CROSSING OVER THE MISSISSIPPI RIVER, IN THE
 PP1462'SOUTHEAST CORNER OF BRIDGE NO. 27881, WASHINGTON AVENUE OVER FAI 35W.
 PP1462'NE 1/4 SECTION 26, T 29, R 24.
 PP1462
 PP1462                          STATION RECOVERY (1985)
 PP1462
 PP1462'RECOVERY NOTE BY US POWER SQUADRON 1985 (TZ)
 PP1462'RECOVERED IN GOOD CONDITION.
 PP1462
 PP1462                          STATION RECOVERY (1986)
 PP1462
 PP1462'RECOVERY NOTE BY US POWER SQUADRON 1986 (DM)
 PP1462'RECOVERED IN GOOD CONDITION.
 PP1462
 PP1462                          STATION RECOVERY (2006)
 PP1462
 PP1462'RECOVERY NOTE BY US POWER SQUADRON 2006 (JCH)
 PP1462'RECOVERED IN GOOD CONDITION.
 PP1462
 PP1462                          STATION RECOVERY (2007)
 PP1462
 PP1462'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (WEF)
 PP1462'THE MARK IS LOCATED ABOUT 7.9 MI (12.7 KM) WEST-NORTHWEST OF SAINT
 PP1462'PAUL, 6.8 MI (10.9 KM) SOUTH-SOUTHWEST OF NEW BRIGHTON AND 0.8 MI (1.3
 PP1462'KM) EAST-SOUTHEAST OF MINNEAPOLIS.
 PP1462'
 PP1462'TO REACH TO THE MARK IN MINNEAPOLIS, GO 0.3 MI (0.5 KM) SOUTHWEST OF
 PP1462'MISSISSIPPI RIVER, 0.4 MI (0.6 KM) WEST OF TRUNK HIGHWAY 122 IN
 PP1462'SOUTHWEST CORNER OF WASHINGTON AVENUE BRIDGE 27881 OVER INTERSTATE
 PP1462'HIGHWAY 35W.
 PP1462
 PP1462                          STATION RECOVERY (2012)
 PP1462
 PP1462'RECOVERY NOTE BY MN DEPT OF TRANSP 2012 (KMS)
 PP1462'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 PP1463 ***********************************************************************
 PP1463  DESIGNATION -  2783 D
 PP1463  PID         -  PP1463
 PP1463  STATE/COUNTY-  MN/HENNEPIN
 PP1463  COUNTRY     -  US
 PP1463  USGS QUAD   -  SAINT PAUL WEST (2019)
 PP1463
 PP1463                         *CURRENT SURVEY CONTROL
 PP1463  ______________________________________________________________________
 PP1463* NAD 83(1986) POSITION- 44 58 35.27   (N) 093 14 47.43   (W)   HD_HELD1
 PP1463* NAVD 88 ORTHO HEIGHT -   257.399 (meters)      844.48  (feet) ADJUSTED
 PP1463  ______________________________________________________________________
 PP1463  GEOID HEIGHT    -        -27.177 (meters)                     GEOID18
 PP1463  DYNAMIC HEIGHT  -        257.392 (meters)      844.46  (feet) COMP
 PP1463  MODELED GRAVITY -    980,583.6   (mgal)                       NAVD 88
 PP1463
 PP1463  VERT ORDER      -  SECOND    CLASS 0
 PP1463
 PP1463.The horizontal coordinates were determined by differentially corrected
 PP1463.hand held GPS observations or other comparable positioning techniques
 PP1463.and have an estimated accuracy of +/- 3 meters.
 PP1463
 PP1463.The orthometric height was determined by differential leveling and
 PP1463.adjusted by the NATIONAL GEODETIC SURVEY
 PP1463.in June 1991.
 PP1463
 PP1463.Significant digits in the geoid height do not necessarily reflect accuracy.
 PP1463.GEOID18 height accuracy estimate available here.
 PP1463
 PP1463.Click photographs - Photos may exist for this station.
 PP1463
 PP1463.The dynamic height is computed by dividing the NAVD 88
 PP1463.geopotential number by the normal gravity value computed on the
 PP1463.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP1463.degrees latitude (g = 980.6199 gals.).
 PP1463
 PP1463.The modeled gravity was interpolated from observed gravity values.
 PP1463
 PP1463;                    North         East    Units  Estimated Accuracy
 PP1463;SPC MN S     -   319,885.2     859,431.3     MT  (+/- 3 meters HH1 GPS) 
 PP1463
 PP1463_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK8056380365(NAD 83)
 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
 PP1463.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PP1463.See file dsdata.pdf to determine how the superseded data were derived.
 PP1463
 PP1463_MARKER: DB = BENCH MARK DISK
 PP1463_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 PP1463_SP_SET: BRIDGE ABUTMENT
 PP1463_STAMPING: 2783 D 1972
 PP1463_MARK LOGO: MNHD
 PP1463_MAGNETIC: N = NO MAGNETIC MATERIAL
 PP1463_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PP1463_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 PP1463+SATELLITE: SATELLITE OBSERVATIONS - August 13, 2007
 PP1463
 PP1463  HISTORY     - Date     Condition        Report By
 PP1463  HISTORY     - 1972     MONUMENTED       MNHD
 PP1463  HISTORY     - 19861001 GOOD             USPSQD
 PP1463  HISTORY     - 20070711 GOOD             MNDT
 PP1463  HISTORY     - 20070813 GOOD             MNDT
 PP1463
 PP1463                          STATION DESCRIPTION
 PP1463
 PP1463'DESCRIBED BY MN HIGHWAY DEPT 1972
 PP1463'IN MINNEAPOLIS.
 PP1463'MARK IS LOCATED IN MINNEAPOLIS, 0.5 MILES SOUTH OF UNIVERSITY AVENUE
 PP1463'SOUTHEAST, 0.5 MILES NORTHEAST OF TH 12, IN THE SOUTHWEST CORNER OF
 PP1463'BRIDGE NO. 9340, FAI 35W OVER THE MISSISSIPPI RIVER, THE BURLINGTON
 PP1463'NORTHERN RAILROAD AND SECOND STREET SOUTHEAST.  SW 1/4 SECTION 24, T
 PP1463'29, R 24.
 PP1463
 PP1463                          STATION RECOVERY (1986)
 PP1463
 PP1463'RECOVERY NOTE BY US POWER SQUADRON 1986 (DM)
 PP1463'RECOVERED IN GOOD CONDITION.
 PP1463
 PP1463                          STATION RECOVERY (2007)
 PP1463
 PP1463'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (BLB)
 PP1463'THE MARK IS LOCATED ABOUT 7.8 MI (12.6 KM) WEST-NORTHWEST OF SAINT
 PP1463'PAUL, 6.5 MI (10.5 KM) SOUTH-SOUTHWEST OF NEW BRIGHTON AND 0.9 MI (1.4
 PP1463'KM) EAST-SOUTHEAST OF MINNEAPOLIS.
 PP1463'
 PP1463'TO REACH TO THE MARK IN MINNEAPOLIS, GO 0.5 MI (0.8 KM) SOUTH OF
 PP1463'UNIVERSITY AVENUE, 0.5 MI (0.8 KM) NORTHEAST OF TRUNK HIGHWAY 122, IN
 PP1463'SOUTHWEST CORNER OF INTERSTATE HIGHWAY 35W BRIDGE 9430 OVER
 PP1463'MISSISSIPPI RIVER-2ND ST SOUTHEAST AND RAILROAD.
 PP1463
 PP1463                          STATION RECOVERY (2007)
 PP1463
 PP1463'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (MPP)
 PP1463'THE MARK IS LOCATED IN MINNEAPOLIS, 0.5 MILES SOUTH OF UNIVERSITY AVE,
 PP1463'0.5 MILES NORTHEAST OF TRUNK HIGHWAY 122, IN SOUTHWEST CORNER OF
 PP1463'INTERSTATE HIGHWAY 35W BRIDGE 9430 OVER MISSISSIPPI RIVER-2ND ST
 PP1463'SOUTHEAST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 PP1413 ***********************************************************************
 PP1413  DESIGNATION -  2783 E
 PP1413  PID         -  PP1413
 PP1413  STATE/COUNTY-  MN/HENNEPIN
 PP1413  COUNTRY     -  US
 PP1413  USGS QUAD   -  SAINT PAUL WEST (2019)
 PP1413
 PP1413                         *CURRENT SURVEY CONTROL
 PP1413  ______________________________________________________________________
 PP1413* NAD 83(1986) POSITION- 44 58 58.96   (N) 093 14 32.88   (W)   HD_HELD1
 PP1413* NAVD 88 ORTHO HEIGHT -   252.522 (meters)      828.48  (feet) ADJUSTED
 PP1413  ______________________________________________________________________
 PP1413  GEOID HEIGHT    -        -27.183 (meters)                     GEOID18
 PP1413  DYNAMIC HEIGHT  -        252.515 (meters)      828.46  (feet) COMP
 PP1413  MODELED GRAVITY -    980,583.7   (mgal)                       NAVD 88
 PP1413
 PP1413  VERT ORDER      -  SECOND    CLASS I
 PP1413
 PP1413.The horizontal coordinates were determined by differentially corrected
 PP1413.hand held GPS observations or other comparable positioning techniques
 PP1413.and have an estimated accuracy of +/- 3 meters.
 PP1413
 PP1413.The orthometric height was determined by differential leveling and
 PP1413.adjusted by the NATIONAL GEODETIC SURVEY
 PP1413.in June 1991.
 PP1413
 PP1413.Significant digits in the geoid height do not necessarily reflect accuracy.
 PP1413.GEOID18 height accuracy estimate available here.
 PP1413
 PP1413.Click photographs - Photos may exist for this station.
 PP1413
 PP1413.The dynamic height is computed by dividing the NAVD 88
 PP1413.geopotential number by the normal gravity value computed on the
 PP1413.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP1413.degrees latitude (g = 980.6199 gals.).
 PP1413
 PP1413.The modeled gravity was interpolated from observed gravity values.
 PP1413
 PP1413;                    North         East    Units  Estimated Accuracy
 PP1413;SPC MN S     -   320,619.4     859,743.3     MT  (+/- 3 meters HH1 GPS) 
 PP1413
 PP1413_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK8088481095(NAD 83)
 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
 PP1413.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PP1413.See file dsdata.pdf to determine how the superseded data were derived.
 PP1413
 PP1413_MARKER: DB = BENCH MARK DISK
 PP1413_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 PP1413_SP_SET: BRIDGE ABUTMENT
 PP1413_STAMPING: 2783 E 1972
 PP1413_MARK LOGO: MNHD
 PP1413_MAGNETIC: N = NO MAGNETIC MATERIAL
 PP1413_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PP1413_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 PP1413+SATELLITE: SATELLITE OBSERVATIONS - August 14, 2013
 PP1413
 PP1413  HISTORY     - Date     Condition        Report By
 PP1413  HISTORY     - 19720401 MONUMENTED       MNHD
 PP1413  HISTORY     - 1973     GOOD             MNDT
 PP1413  HISTORY     - 19861001 GOOD             USPSQD
 PP1413  HISTORY     - 1989     GOOD             USPSQD
 PP1413  HISTORY     - 20000326 GOOD             USPSQD
 PP1413  HISTORY     - 20070628 GOOD             MNDT
 PP1413  HISTORY     - 20120315 GOOD             MNDT
 PP1413  HISTORY     - 20130814 GOOD             MNDT
 PP1413
 PP1413                          STATION DESCRIPTION
 PP1413
 PP1413'DESCRIBED BY MN DEPT OF TRANSP 1973
 PP1413'IN MINNEAPOLIS.
 PP1413'THE MARK IS APPROXIMATELY 3.1 MILE SOUTHWESTERLY ALONG INTERSTATE 35W
 PP1413'FROM THE JUNCTION OF TRUNK HIGHWAY 280 AND INTERSTATE 35W IN ROSEVILLE
 PP1413'AND IS APPROXIMATELY 1.4 MILES NORTHEASTERLY ALONG INTERSTATE 35W FROM
 PP1413'THE JUNCTION OF INTERSTATE 94 AND INTERSTATE 35W IN MINNEAPOLIS. IT IS
 PP1413'SET IN THE SOUTHEAST CORNER OF BRIDGE NUMBER 27883 (4TH STREET
 PP1413'SOUTHEAST OVER INTERSTATE 35W), AND IS ABOUT LEVEL WITH THE SIDEWALK.
 PP1413'CORNER OF SE 1/4, SEC 24, T 29N, R 24W.
 PP1413
 PP1413                          STATION RECOVERY (1986)
 PP1413
 PP1413'RECOVERY NOTE BY US POWER SQUADRON 1986 (DM)
 PP1413'RECOVERED IN GOOD CONDITION.
 PP1413
 PP1413                          STATION RECOVERY (1989)
 PP1413
 PP1413'RECOVERY NOTE BY US POWER SQUADRON 1989 (TJZ)
 PP1413'RECOVERED IN GOOD CONDITION.
 PP1413
 PP1413                          STATION RECOVERY (2000)
 PP1413
 PP1413'RECOVERY NOTE BY US POWER SQUADRON 2000
 PP1413'RECOVERED IN GOOD CONDITION.
 PP1413
 PP1413                          STATION RECOVERY (2007)
 PP1413
 PP1413'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (JJB)
 PP1413'THE MARK IS LOCATED ABOUT 7.8 MI (12.6 KM) WEST-NORTHWEST OF SAINT
 PP1413'PAUL, 6.1 MI (9.8 KM) SOUTH-SOUTHWEST OF NEW BRIGHTON AND 1.1 MI (1.8
 PP1413'KM) EAST OF MINNEAPOLIS.
 PP1413'
 PP1413'TO REACH TO THE MARK IN SOUTHEAST MINNEAPOLIS, GO 3.15 MI (5.1 KM)
 PP1413'SOUTHWEST ALONG INTERSTATE 35W FROM THE JUNCTION OF INTERSTATE 35W AND
 PP1413'TRUNK HIGHWAY 280 IN ROSEVILLE, 3.1 MI (5.0 KM) SOUTHWEST OF TRUNK
 PP1413'HIGHWAY 280, 1.4 MI (2.3 KM) NORTHEAST OF INTERSTATE HIGHWAY 94, IN
 PP1413'SOUTHEAST CORNER OF FOURTH ST SOUTHEAST BRIDGE 27883 OVER INTERSTATE
 PP1413'HIGHWAY 35W.
 PP1413
 PP1413                          STATION RECOVERY (2012)
 PP1413
 PP1413'RECOVERY NOTE BY MN DEPT OF TRANSP 2012 (KMS)
 PP1413'RECOVERED AS DESCRIBED.
 PP1413
 PP1413                          STATION RECOVERY (2013)
 PP1413
 PP1413'RECOVERY NOTE BY MN DEPT OF TRANSP 2013 (MAS)
 PP1413'IN EAST MINNEAPOLIS, IN BRIDGE ABUTMENT IN SOUTHEAST CORNER OF
 PP1413'SOUTHEAST 4TH STREET BRIDGE NUMBER 27883 OVER INTERSTATE HIGHWAY 35W,
 PP1413'0.28 MILE NORTH-NORTHEAST ALONG INTERSTATE 35W FROM MISSISSIPPI RIVER,
 PP1413'4 BLOCKS WEST OF DINKYTOWN AND WEST-NORTHWEST OF UNIVERSITY OF
 PP1413'MINNESOTA.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 PP1412 ***********************************************************************
 PP1412  DESIGNATION -  2783 F
 PP1412  PID         -  PP1412
 PP1412  STATE/COUNTY-  MN/HENNEPIN
 PP1412  COUNTRY     -  US
 PP1412  USGS QUAD   -  SAINT PAUL WEST (2019)
 PP1412
 PP1412                         *CURRENT SURVEY CONTROL
 PP1412  ______________________________________________________________________
 PP1412* NAD 83(1986) POSITION- 44 59 02.26   (N) 093 14 29.37   (W)   HD_HELD1
 PP1412* NAVD 88 ORTHO HEIGHT -   254.353 (meters)      834.49  (feet) ADJUSTED
 PP1412  ______________________________________________________________________
 PP1412  GEOID HEIGHT    -        -27.185 (meters)                     GEOID18
 PP1412  DYNAMIC HEIGHT  -        254.347 (meters)      834.47  (feet) COMP
 PP1412  MODELED GRAVITY -    980,583.7   (mgal)                       NAVD 88
 PP1412
 PP1412  VERT ORDER      -  SECOND    CLASS I
 PP1412
 PP1412.The horizontal coordinates were determined by differentially corrected
 PP1412.hand held GPS observations or other comparable positioning techniques
 PP1412.and have an estimated accuracy of +/- 3 meters.
 PP1412
 PP1412.The orthometric height was determined by differential leveling and
 PP1412.adjusted by the NATIONAL GEODETIC SURVEY
 PP1412.in June 1991.
 PP1412
 PP1412.Significant digits in the geoid height do not necessarily reflect accuracy.
 PP1412.GEOID18 height accuracy estimate available here.
 PP1412
 PP1412.Click photographs - Photos may exist for this station.
 PP1412
 PP1412.The dynamic height is computed by dividing the NAVD 88
 PP1412.geopotential number by the normal gravity value computed on the
 PP1412.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP1412.degrees latitude (g = 980.6199 gals.).
 PP1412
 PP1412.The modeled gravity was interpolated from observed gravity values.
 PP1412
 PP1412;                    North         East    Units  Estimated Accuracy
 PP1412;SPC MN S     -   320,722.0     859,819.3     MT  (+/- 3 meters HH1 GPS) 
 PP1412
 PP1412_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK8096181197(NAD 83)
 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
 PP1412.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PP1412.See file dsdata.pdf to determine how the superseded data were derived.
 PP1412
 PP1412_MARKER: DB = BENCH MARK DISK
 PP1412_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 PP1412_SP_SET: BRIDGE WALKWAY
 PP1412_STAMPING: 2783 F 1973
 PP1412_MARK LOGO: MNHD
 PP1412_MAGNETIC: N = NO MAGNETIC MATERIAL
 PP1412_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PP1412_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 PP1412+SATELLITE: SATELLITE OBSERVATIONS - August 14, 2013
 PP1412
 PP1412  HISTORY     - Date     Condition        Report By
 PP1412  HISTORY     - 19730401 MONUMENTED       MNHD
 PP1412  HISTORY     - 1989     GOOD             USPSQD
 PP1412  HISTORY     - 20000326 GOOD             USPSQD
 PP1412  HISTORY     - 20070628 GOOD             MNDT
 PP1412  HISTORY     - 20120315 GOOD             MNDT
 PP1412  HISTORY     - 20130814 GOOD             MNDT
 PP1412
 PP1412                          STATION DESCRIPTION
 PP1412
 PP1412'DESCRIBED BY MN HIGHWAY DEPT 1973
 PP1412'IN MINNEAPOLIS.
 PP1412'THE MARK IS APPROXIMATELY 3 MILES SOUTHWESTERLY ALONG INTERSTATE 35W
 PP1412'FROM THE JUNCTION OF TRUNK HIGHWAY 280 AND INTERSTATE 35W IN ROSEVILLE
 PP1412'AND APPROXIMATELY 1.5 MILES NORTHEASTERLY ALONG INTERSTATE 35W FROM
 PP1412'THE JUNCTION OF INTERSTATE 35W AND INTERSTATE 94 IN MINNEAPOLIS. IT IS
 PP1412'SET IN THE SOUTHEAST CORNER (WALK) OF BRIDGE NUMBER (PEDESTRIAN BRIDGE
 PP1412'OVER INTERSTATE 35W AT 5TH STREET SOUTHEAST), IS 1.5 FEET EAST OF EAST
 PP1412'END OF BRIDGE DECK, 0.5 FEET NORTH OF SOUTH CHAIN LINK FENCE, AND IS 4
 PP1412'FEET ABOVE THE LEVEL OF THE FRONTAGE ROAD. SW 1/4 SECTION 24, T 29N, R
 PP1412'24W.
 PP1412
 PP1412                          STATION RECOVERY (1989)
 PP1412
 PP1412'RECOVERY NOTE BY US POWER SQUADRON 1989 (TJZ)
 PP1412'RECOVERED IN GOOD CONDITION.
 PP1412
 PP1412                          STATION RECOVERY (2000)
 PP1412
 PP1412'RECOVERY NOTE BY US POWER SQUADRON 2000
 PP1412'RECOVERED IN GOOD CONDITION.
 PP1412
 PP1412                          STATION RECOVERY (2007)
 PP1412
 PP1412'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (BLB)
 PP1412'THE MARK IS LOCATED ABOUT 7.8 MI (12.6 KM) WEST-NORTHWEST OF SAINT
 PP1412'PAUL, 6.0 MI (9.7 KM) SOUTH-SOUTHWEST OF NEW BRIGHTON AND 1.1 MI (1.8
 PP1412'KM) EAST-NORTHEAST OF MINNEAPOLIS.
 PP1412'
 PP1412'TO REACH TO THE MARK IN SOUTHEAST MINNEAPOLIS, GO 3 MI (4.8 KM)
 PP1412'SOUTHWEST OF TRUNK HIGHWAY 280, 1.5 MI (2.4 KM) NORTHEAST OF
 PP1412'INTERSTATE HIGHWAY 94, IN SOUTHEAST CORNER OF PEDESTRIAN BRIDGE 27987
 PP1412'OVER INTERSTATE HIGHWAY 35W AT FIFTH ST, 1 FT (0.3 M) EAST OF EAST END
 PP1412'OF BRIDGE DECK, 0.5 FT (0.2 M) NORTH OF SOUTH FENCE.
 PP1412
 PP1412                          STATION RECOVERY (2012)
 PP1412
 PP1412'RECOVERY NOTE BY MN DEPT OF TRANSP 2012 (KMS)
 PP1412'RECOVERED AS DESCRIBED.
 PP1412
 PP1412                          STATION RECOVERY (2013)
 PP1412
 PP1412'RECOVERY NOTE BY MN DEPT OF TRANSP 2013 (MAS)
 PP1412'THE STATION IS LOCATED ABOUT 7.8 MI (12.6 KM) WEST-NORTHWEST OF SAINT
 PP1412'PAUL, 6.0 MI (9.7 KM) SOUTH-SOUTHWEST OF NEW BRIGHTON AND 1.1 MI (1.8
 PP1412'KM) EAST-NORTHEAST OF MINNEAPOLIS.
 PP1412'
 PP1412'TO REACH THE MARK IN MINNEAPOLIS, 0.1 MI (0.2 KM) EAST ALONG EAST
 PP1412'UNIVERSITY AVENUE FROM THE JUNCTION OF SOUTHEAST UNIVERSITY AVENUE AND
 PP1412'35W IN MINNEAPOLIS, THEN 2 BLOCKS NORTH ON SOUTHEAST 10TH AVENUE, THEN
 PP1412'1 BLOCK WEST ON SOUTHEAST FIFTH STREET TO PEDESTRIAN BRIDGE, IN
 PP1412'SOUTHEAST CORNER OF PEDESTRIAN BRIDGE NUMBER 27987 OVER 35W.
 PP1412'
 PP1412'IT IS 1.0 FT (0.3 M) EAST OF EAST END OF BRIDGE DECK AND 0.5 FT (15
 PP1412'CM) NORTH OF SOUTH FENCE.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 PP1411 ***********************************************************************
 PP1411  DESIGNATION -  2783 G
 PP1411  PID         -  PP1411
 PP1411  STATE/COUNTY-  MN/HENNEPIN
 PP1411  COUNTRY     -  US
 PP1411  USGS QUAD   -  SAINT PAUL WEST (2019)
 PP1411
 PP1411                         *CURRENT SURVEY CONTROL
 PP1411  ______________________________________________________________________
 PP1411* NAD 83(1996) POSITION- 44 59 11.94130(N) 093 14 18.67316(W)   ADJUSTED
 PP1411* NAVD 88 ORTHO HEIGHT -   255.164 (meters)      837.15  (feet) ADJUSTED
 PP1411  ______________________________________________________________________
 PP1411  GEOID HEIGHT    -        -27.189 (meters)                     GEOID18
 PP1411  LAPLACE CORR    -         -3.02  (seconds)                    DEFLEC18
 PP1411  DYNAMIC HEIGHT  -        255.157 (meters)      837.13  (feet) COMP
 PP1411  MODELED GRAVITY -    980,583.6   (mgal)                       NAVD 88
 PP1411
 PP1411  HORZ ORDER      -  SECOND
 PP1411  VERT ORDER      -  SECOND    CLASS I
 PP1411
 PP1411.The horizontal coordinates were established by classical geodetic methods
 PP1411.and adjusted by the National Geodetic Survey in March 1999.
 PP1411
 PP1411.The orthometric height was determined by differential leveling and
 PP1411.adjusted by the NATIONAL GEODETIC SURVEY
 PP1411.in June 1991.
 PP1411
 PP1411.Significant digits in the geoid height do not necessarily reflect accuracy.
 PP1411.GEOID18 height accuracy estimate available here.
 PP1411
 PP1411.Click photographs - Photos may exist for this station.
 PP1411
 PP1411.The Laplace correction was computed from DEFLEC18 derived deflections.
 PP1411
 PP1411.The dynamic height is computed by dividing the NAVD 88
 PP1411.geopotential number by the normal gravity value computed on the
 PP1411.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP1411.degrees latitude (g = 980.6199 gals.).
 PP1411
 PP1411.The modeled gravity was interpolated from observed gravity values.
 PP1411
 PP1411. The following values were computed from the NAD 83(1996) position.
 PP1411
 PP1411;                    North         East     Units Scale Factor Converg.
 PP1411;SPC MN S     -   321,022.974   860,050.804   MT  0.99995787   +0 32 01.5
 PP1411;SPC MN S     - 1,053,222.87  2,821,683.35   sFT  0.99995787   +0 32 01.5
 PP1411;UTM  15      - 4,981,495.095   481,196.585   MT  0.99960435   -0 10 07.0
 PP1411
 PP1411!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PP1411!SPC MN S     -   0.99996426  x   0.99995787  =   0.99992213
 PP1411!UTM  15      -   0.99996426  x   0.99960435  =   0.99956862
 PP1411
 PP1411_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK8119681495(NAD 83)
 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             255.16   (m)          837.1    (f) LEVELING    3  
 PP1411  NGVD 29 (??/??/92)  255.107  (m)          836.96   (f) ADJ UNCH    2 0
 PP1411  NGVD 29             256.48   (m)          841.5    (f) LEVELING    3  
 PP1411
 PP1411.Superseded values are not recommended for survey control.
 PP1411
 PP1411.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PP1411.See file dsdata.pdf to determine how the superseded data were derived.
 PP1411
 PP1411_MARKER: DB = BENCH MARK DISK
 PP1411_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 PP1411_SP_SET: BRIDGE ABUTMENT
 PP1411_STAMPING: 2783 G 1973
 PP1411_MARK LOGO: MNHD
 PP1411_MAGNETIC: N = NO MAGNETIC MATERIAL
 PP1411_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PP1411_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 PP1411+SATELLITE: SATELLITE OBSERVATIONS - August 14, 2013
 PP1411
 PP1411  HISTORY     - Date     Condition        Report By
 PP1411  HISTORY     - 19730401 MONUMENTED       MNHD
 PP1411  HISTORY     - 1973     GOOD             MNHD
 PP1411  HISTORY     - 1989     GOOD             USPSQD
 PP1411  HISTORY     - 20000326 GOOD             USPSQD
 PP1411  HISTORY     - 20070710 GOOD             MNDT
 PP1411  HISTORY     - 20130814 GOOD             MNDT
 PP1411
 PP1411                          STATION DESCRIPTION
 PP1411
 PP1411'DESCRIBED BY MN HIGHWAY DEPT 1973
 PP1411'IN MINNEAPOLIS.
 PP1411'THE MARK IS APPROXIMATELY 2.8 MILES SOUTHWESTERLY ALONG INTERSTATE 35W
 PP1411'FROM THE JUNCTION OF TRUNK HIGHWAY 280 AND INTERSTATE 35W IN ROSEVILLE
 PP1411'AND APPROXIMATELY 1.7 MILES NORTHEASTERLY ALONG INTERSTATE 35W FROM
 PP1411'THE JUNCTION OF INTERSTATE 35W AND INTERSTATE 94 IN MINNEAPOLIS. IT IS
 PP1411'SET IN THE SOUTHEAST CORNER (ABUTMENT) OF BRIDGE 27988 (8TH STREET
 PP1411'SOUTHEAST OVER INTERSTATE 35W), IS 100 FEET WEST OF 10TH AVENUE
 PP1411'SOUTHEAST AND IS ABOUT LEVEL WITH THE SIDEWALK.  NW 1/4 SECTION 24, T
 PP1411'29N, R 24W.
 PP1411
 PP1411                          STATION RECOVERY (1973)
 PP1411
 PP1411'RECOVERY NOTE BY MN HIGHWAY DEPT 1973 (DKH)
 PP1411'THE STATION IS LOCATED IN THE EAST PART OF MINNEAPOLIS.
 PP1411'
 PP1411'2783 G MNHD, A STANDARD MNHD BENCH MARK DISK STAMPED 2783 G 1973, IS
 PP1411'SET IN THE SOUTHEAST CORNER (ABUTMENT) OF BRIDGE 27988 (8TH STREET
 PP1411'SOUTHEAST OVER INTERSTATE 35W), IS 100 FEET WEST OF 10TH AVENUE
 PP1411'SOUTHEAST AND IS ABOUT LEVEL WITH THE SIDEWALK.
 PP1411'
 PP1411'NEAREST TOWN--MINNEAPOLIS.
 PP1411'
 PP1411'HEIGHT OF LIGHT ABOVE STATION MARK 1.5 METERS.
 PP1411
 PP1411                          STATION RECOVERY (1989)
 PP1411
 PP1411'RECOVERY NOTE BY US POWER SQUADRON 1989 (TJZ)
 PP1411'RECOVERED IN GOOD CONDITION.
 PP1411
 PP1411                          STATION RECOVERY (2000)
 PP1411
 PP1411'RECOVERY NOTE BY US POWER SQUADRON 2000
 PP1411'RECOVERED IN GOOD CONDITION.
 PP1411
 PP1411                          STATION RECOVERY (2007)
 PP1411
 PP1411'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (JJB)
 PP1411'THE MARK IS LOCATED ABOUT 7.7 MI (12.4 KM) WEST-NORTHWEST OF SAINT
 PP1411'PAUL, 5.8 MI (9.3 KM) SOUTH-SOUTHWEST OF NEW BRIGHTON AND 1.3 MI (2.1
 PP1411'KM) EAST-NORTHEAST OF MINNEAPOLIS.
 PP1411'
 PP1411'TO REACH TO THE MARK IN MINNEAPOLIS, GO 1.7 MI (2.7 KM) NORTHEAST OF
 PP1411'THE JUNCTION OF INTERSTATE HIGHWAY 35W AND INTERSTATE HIGHWAY 94, IN
 PP1411'SOUTHEAST ABUTMENT OF EIGHTH ST SOUTHEAST BRIDGE 27988 OVER INTERSTATE
 PP1411'HIGHWAY 35W, 100 FT (30.5 M) WEST OF 10TH AVENUE SE.
 PP1411
 PP1411                          STATION RECOVERY (2013)
 PP1411
 PP1411'RECOVERY NOTE BY MN DEPT OF TRANSP 2013 (KMS)
 PP1411'IN EAST MINNEAPOLIS, IN SOUTHEAST BRIDGE ABUTMENT OF 8TH STREET
 PP1411'SOUTHEAST BRIDGE NUMBER 27988 OVER INTERSTATE HIGHWAY 35W, 0.59 MILES
 PP1411'NORTH-NORTHEAST ALONG INTERSTATE 35W FROM MISSISSIPPI RIVER, 100 FEET
 PP1411'WEST OF 10TH AVENUE SOUTHEAST, 0.5 MILE NORTH-NORTHWEST OF DINKYTOWN
 PP1411'AND UNIVERSITY OF MINNESOTA.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 PP1410 ***********************************************************************
 PP1410  DESIGNATION -  2783 H
 PP1410  PID         -  PP1410
 PP1410  STATE/COUNTY-  MN/HENNEPIN
 PP1410  COUNTRY     -  US
 PP1410  USGS QUAD   -  SAINT PAUL WEST (2019)
 PP1410
 PP1410                         *CURRENT SURVEY CONTROL
 PP1410  ______________________________________________________________________
 PP1410* NAD 83(1986) POSITION- 44 59 15.07   (N) 093 14 12.39   (W)   HD_HELD1
 PP1410* NAVD 88 ORTHO HEIGHT -   256.526 (meters)      841.62  (feet) ADJUSTED
 PP1410  ______________________________________________________________________
 PP1410  GEOID HEIGHT    -        -27.191 (meters)                     GEOID18
 PP1410  DYNAMIC HEIGHT  -        256.520 (meters)      841.60  (feet) COMP
 PP1410  MODELED GRAVITY -    980,583.5   (mgal)                       NAVD 88
 PP1410
 PP1410  VERT ORDER      -  SECOND    CLASS I
 PP1410
 PP1410.The horizontal coordinates were determined by differentially corrected
 PP1410.hand held GPS observations or other comparable positioning techniques
 PP1410.and have an estimated accuracy of +/- 3 meters.
 PP1410
 PP1410.The orthometric height was determined by differential leveling and
 PP1410.adjusted by the NATIONAL GEODETIC SURVEY
 PP1410.in June 1991.
 PP1410
 PP1410.Significant digits in the geoid height do not necessarily reflect accuracy.
 PP1410.GEOID18 height accuracy estimate available here.
 PP1410
 PP1410.Click photographs - Photos may exist for this station.
 PP1410
 PP1410.The dynamic height is computed by dividing the NAVD 88
 PP1410.geopotential number by the normal gravity value computed on the
 PP1410.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP1410.degrees latitude (g = 980.6199 gals.).
 PP1410
 PP1410.The modeled gravity was interpolated from observed gravity values.
 PP1410
 PP1410;                    North         East    Units  Estimated Accuracy
 PP1410;SPC MN S     -   321,120.8     860,187.5     MT  (+/- 3 meters HH1 GPS) 
 PP1410
 PP1410_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK8133481591(NAD 83)
 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
 PP1410.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PP1410.See file dsdata.pdf to determine how the superseded data were derived.
 PP1410
 PP1410_MARKER: DB = BENCH MARK DISK
 PP1410_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 PP1410_SP_SET: BRIDGE ABUTMENT
 PP1410_STAMPING: 2783 H 1973
 PP1410_MARK LOGO: MNHD
 PP1410_MAGNETIC: N = NO MAGNETIC MATERIAL
 PP1410_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PP1410_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 PP1410+SATELLITE: SATELLITE OBSERVATIONS - July 10, 2007
 PP1410
 PP1410  HISTORY     - Date     Condition        Report By
 PP1410  HISTORY     - 1973     MONUMENTED       MNHD
 PP1410  HISTORY     - 1989     GOOD             USPSQD
 PP1410  HISTORY     - 20070710 GOOD             MNDT
 PP1410
 PP1410                          STATION DESCRIPTION
 PP1410
 PP1410'DESCRIBED BY MN HIGHWAY DEPT 1973
 PP1410'IN MINNEAPOLIS.
 PP1410'THE MARK IS APPROXIMATELY 2.7 MILES SOUTHEASTERLY ALONG INTERSTATE 35W
 PP1410'FROM THE JUNCTION OF TRUNK HIGHWAY 280 AND INTERSTATE 35W IN
 PP1410'ROSEVILLE, AND IS APPROXIMATELY 1.8 MILES NORTHEASTERLY ALONG
 PP1410'INTERSTATE 35W FROM THE JUNCTION OF INTERSTATE 94 AND INTERSTATE 35W
 PP1410'IN MINNEAPOLIS.  IT IS SET IN THE SOUTHEAST CORNER (ABUTMENT) OF
 PP1410'BRIDGE NUMBER 27990 (BURLINGTON NORTHERN RAILROAD OVER INTERSTATE),
 PP1410'AND IS 8.4 FEET SOUTH OF THE SOUTH RAIL OF THE TRACKS.  IT IS ABOUT
 PP1410'LEVEL WITH THE TRACKS.  NE 1/4 SECTION 24, T 29N, R 24W.
 PP1410
 PP1410                          STATION RECOVERY (1989)
 PP1410
 PP1410'RECOVERY NOTE BY US POWER SQUADRON 1989 (TJZ)
 PP1410'RECOVERED IN GOOD CONDITION.
 PP1410
 PP1410                          STATION RECOVERY (2007)
 PP1410
 PP1410'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (JJB)
 PP1410'THE MARK IS LOCATED ABOUT 7.6 MI (12.2 KM) WEST-NORTHWEST OF SAINT
 PP1410'PAUL, 5.7 MI (9.2 KM) SOUTH-SOUTHWEST OF NEW BRIGHTON AND 1.4 MI (2.3
 PP1410'KM) EAST-NORTHEAST OF MINNEAPOLIS.
 PP1410'
 PP1410'TO REACH TO THE MARK IN SOUTHEAST MINNEAPOLIS, GO 2.7 MI (4.3 KM)
 PP1410'SOUTHEAST OF TRUNK HIGHWAY 280, 1.8 MI (2.9 KM) NORTHEAST OF
 PP1410'INTERSTATE HIGHWAY 94, IN SOUTHEAST CORNER OF RAILROAD BRIDGE 27990
 PP1410'OVER INTERSTATE HIGHWAY 35W, 8.4 FT (2.6 M) SOUTH OF SOUTH RAIL OF
 PP1410'RAILROAD.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 PP1407 ***********************************************************************
 PP1407  DESIGNATION -  2783 J
 PP1407  PID         -  PP1407
 PP1407  STATE/COUNTY-  MN/HENNEPIN
 PP1407  COUNTRY     -  US
 PP1407  USGS QUAD   -  SAINT PAUL WEST (2019)
 PP1407
 PP1407                         *CURRENT SURVEY CONTROL
 PP1407  ______________________________________________________________________
 PP1407* NAD 83(1986) POSITION- 44 59 30.84   (N) 093 14 13.59   (W)   HD_HELD1
 PP1407* NAVD 88 ORTHO HEIGHT -   256.118 (meters)      840.28  (feet) ADJUSTED
 PP1407  ______________________________________________________________________
 PP1407  GEOID HEIGHT    -        -27.192 (meters)                     GEOID18
 PP1407  DYNAMIC HEIGHT  -        256.111 (meters)      840.26  (feet) COMP
 PP1407  MODELED GRAVITY -    980,583.7   (mgal)                       NAVD 88
 PP1407
 PP1407  VERT ORDER      -  SECOND    CLASS I
 PP1407
 PP1407.The horizontal coordinates were determined by differentially corrected
 PP1407.hand held GPS observations or other comparable positioning techniques
 PP1407.and have an estimated accuracy of +/- 3 meters.
 PP1407
 PP1407.The orthometric height was determined by differential leveling and
 PP1407.adjusted by the NATIONAL GEODETIC SURVEY
 PP1407.in June 1991.
 PP1407
 PP1407.Significant digits in the geoid height do not necessarily reflect accuracy.
 PP1407.GEOID18 height accuracy estimate available here.
 PP1407
 PP1407.Click photographs - Photos may exist for this station.
 PP1407
 PP1407.The dynamic height is computed by dividing the NAVD 88
 PP1407.geopotential number by the normal gravity value computed on the
 PP1407.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP1407.degrees latitude (g = 980.6199 gals.).
 PP1407
 PP1407.The modeled gravity was interpolated from observed gravity values.
 PP1407
 PP1407;                    North         East    Units  Estimated Accuracy
 PP1407;SPC MN S     -   321,607.4     860,156.7     MT  (+/- 3 meters HH1 GPS) 
 PP1407
 PP1407_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK8130982077(NAD 83)
 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
 PP1407.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PP1407.See file dsdata.pdf to determine how the superseded data were derived.
 PP1407
 PP1407_MARKER: DB = BENCH MARK DISK
 PP1407_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 PP1407_SP_SET: RETAINING WALL
 PP1407_STAMPING: 2783 J 1973
 PP1407_MARK LOGO: MNHD
 PP1407_MAGNETIC: N = NO MAGNETIC MATERIAL
 PP1407_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PP1407+STABILITY: SURFACE MOTION
 PP1407_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 PP1407+SATELLITE: SATELLITE OBSERVATIONS - August 14, 2013
 PP1407
 PP1407  HISTORY     - Date     Condition        Report By
 PP1407  HISTORY     - 19730401 MONUMENTED       MNHD
 PP1407  HISTORY     - 1989     GOOD             USPSQD
 PP1407  HISTORY     - 20070710 GOOD             MNDT
 PP1407  HISTORY     - 20130814 GOOD             MNDT
 PP1407
 PP1407                          STATION DESCRIPTION
 PP1407
 PP1407'DESCRIBED BY MN HIGHWAY DEPT 1973
 PP1407'IN MINNEAPOLIS.
 PP1407'THE MARK IS APPROXIMATELY 2.4 MILES SOUTHWESTERLY ALONG INTERSTATE 35W
 PP1407'FROM THE JUNCTION OF TRUNK HIGHWAY 280 AND INTERSTATE 35W IN ROSEVILLE
 PP1407'AND APPROXIMATELY 2.1 MILES NORTHEASTERLY ALONG INTERSTATE 35W FROM
 PP1407'THE JUNCTION OF INTERSTATE 35W AND INTERSTATE 94 IN MINNEAPOLIS. IT IS
 PP1407'1 FOOT SOUTH OF THE SOUTHEAST CORNER OF BRIDGE 27994 (JOHNSON STREET
 PP1407'NORTHEAST OVER INTERSTATE 35W), 116 FEET NORTHWEST OF THE NORTHWEST
 PP1407'CORNER OF BRIDGE 27989 (EAST HENNEPIN AVENUE OVER INTERSTATE 35W), 110
 PP1407'FEET NORTH OF NORTH CURB LINE OF EAST HENNEPIN AVENUE, AND 3.2 FEET
 PP1407'EAST OF EAST EDGE OF EAST CURB OF JOHNSON STREET NORTHEAST. IT IS SET
 PP1407'IN THE NORTHWEST END OF A CONCRETE RETAINING WALL AND IS 2.3 FEET
 PP1407'ABOVE THE LEVEL OF THE SIDEWALK. SE 1/4 SECTION 13, T 29N, R 24WEST.
 PP1407
 PP1407                          STATION RECOVERY (1989)
 PP1407
 PP1407'RECOVERY NOTE BY US POWER SQUADRON 1989 (TJZ)
 PP1407'RECOVERED IN GOOD CONDITION.
 PP1407
 PP1407                          STATION RECOVERY (2007)
 PP1407
 PP1407'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (JJB)
 PP1407'THE MARK IS LOCATED ABOUT 7.8 MI (12.6 KM) WEST-NORTHWEST OF SAINT
 PP1407'PAUL, 5.4 MI (8.7 KM) SOUTH-SOUTHWEST OF NEW BRIGHTON AND 1.5 MI (2.4
 PP1407'KM) EAST-NORTHEAST OF MINNEAPOLIS.
 PP1407'
 PP1407'TO REACH TO THE MARK IN NORTHEAST MINNEAPOLIS, GO 2.4 MI (3.9 KM)
 PP1407'SOUTHWEST OF TRUNK HIGHWAY 280, 2.1 MI (3.4 KM) NORTHEAST OF
 PP1407'INTERSTATE HIGHWAY 94, IN NORTHWEST END OF RETAINING WALL THAT IS 1 FT
 PP1407'(0.3 M) SOUTH OF THE SOUTHEAST CORNER OF JOHNSON ST NORTHEAST BRIDGE
 PP1407'27994 OVER INTERSTATE HIGHWAY 35W, 3.2 FT (1.0 M) EAST OF EAST CURB ON
 PP1407'JOHNSON ST NE.
 PP1407
 PP1407                          STATION RECOVERY (2013)
 PP1407
 PP1407'RECOVERY NOTE BY MN DEPT OF TRANSP 2013 (MAS)
 PP1407'IN NORTHEAST MINNEAPOLIS, IN NORTHWEST END OF RETAINING WALL BETWEEN
 PP1407'SOUTHBOUND JOHNSON STREET NORTHEAST AND SOUTHBOUND INTERSTATE HIGHWAY
 PP1407'35W, NORTH OF NORTHWEST CORNER OF EAST HENNEPIN AVENUE BRIDGE NUMBER
 PP1407'27994 OVER INTERSTATE HIGHWAY 35W, 1.15 MILES NORTH-NORTHWEST OF
 PP1407'UNIVERSITY OF MINNESOTA, 3.2 FEET EAST OF EAST CURB OF JOHNSON STREET
 PP1407'NORTHEAST, 1.0 FOOT SOUTH OF SOUTHEAST CORNER OF JOHNSON STREET
 PP1407'NORTHEAST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 PP1405 ***********************************************************************
 PP1405  DESIGNATION -  2783 M
 PP1405  PID         -  PP1405
 PP1405  STATE/COUNTY-  MN/HENNEPIN
 PP1405  COUNTRY     -  US
 PP1405  USGS QUAD   -  SAINT PAUL WEST (2019)
 PP1405
 PP1405                         *CURRENT SURVEY CONTROL
 PP1405  ______________________________________________________________________
 PP1405* NAD 83(1986) POSITION- 44 59 55.00   (N) 093 14 14.31   (W)   HD_HELD1
 PP1405* NAVD 88 ORTHO HEIGHT -   260.482 (meters)      854.60  (feet) ADJUSTED
 PP1405  ______________________________________________________________________
 PP1405  GEOID HEIGHT    -        -27.193 (meters)                     GEOID18
 PP1405  DYNAMIC HEIGHT  -        260.475 (meters)      854.58  (feet) COMP
 PP1405  MODELED GRAVITY -    980,584.1   (mgal)                       NAVD 88
 PP1405
 PP1405  VERT ORDER      -  SECOND    CLASS I
 PP1405
 PP1405.The horizontal coordinates were determined by differentially corrected
 PP1405.hand held GPS observations or other comparable positioning techniques
 PP1405.and have an estimated accuracy of +/- 3 meters.
 PP1405
 PP1405.The orthometric height was determined by differential leveling and
 PP1405.adjusted by the NATIONAL GEODETIC SURVEY
 PP1405.in June 1991.
 PP1405
 PP1405.Significant digits in the geoid height do not necessarily reflect accuracy.
 PP1405.GEOID18 height accuracy estimate available here.
 PP1405
 PP1405.Click photographs - Photos may exist for this station.
 PP1405
 PP1405.The dynamic height is computed by dividing the NAVD 88
 PP1405.geopotential number by the normal gravity value computed on the
 PP1405.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP1405.degrees latitude (g = 980.6199 gals.).
 PP1405
 PP1405.The modeled gravity was interpolated from observed gravity values.
 PP1405
 PP1405;                    North         East    Units  Estimated Accuracy
 PP1405;SPC MN S     -   322,353.0     860,134.0     MT  (+/- 3 meters HH1 GPS) 
 PP1405
 PP1405_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK8129682823(NAD 83)
 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
 PP1405.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PP1405.See file dsdata.pdf to determine how the superseded data were derived.
 PP1405
 PP1405_MARKER: DB = BENCH MARK DISK
 PP1405_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 PP1405_SP_SET: BRIDGE RAILING
 PP1405_STAMPING: 2783 M 1973
 PP1405_MARK LOGO: MNHD
 PP1405_MAGNETIC: N = NO MAGNETIC MATERIAL
 PP1405_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PP1405_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 PP1405+SATELLITE: SATELLITE OBSERVATIONS - August 14, 2013
 PP1405
 PP1405  HISTORY     - Date     Condition        Report By
 PP1405  HISTORY     - 19730401 MONUMENTED       MNHD
 PP1405  HISTORY     - 1989     GOOD             USPSQD
 PP1405  HISTORY     - 20070710 GOOD             MNDT
 PP1405  HISTORY     - 20130814 GOOD             MNDT
 PP1405
 PP1405                          STATION DESCRIPTION
 PP1405
 PP1405'DESCRIBED BY MN HIGHWAY DEPT 1973
 PP1405'IN MINNEAPOLIS.
 PP1405'THE MARK IS APPROXIMATELY 1.9 MILES SOUTHWESTERLY ALONG INTERSTATE 35W
 PP1405'FROM THE JUNCTION OF TRUNK HIGHWAY 280 AND INTERSTATE 35W IN
 PP1405'ROSEVILLE, AND APPROXIMATELY 2.6 MILES NORTHEASTERLY ALONG INTERSTATE
 PP1405'35W FROM THE JUNCTION OF INTERSTATE 94 AND INTERSTATE 35W IN
 PP1405'MINNEAPOLIS.  IT IS SET IN THE SOUTHEAST CORNER (ABUTMENT) OF BRIDGE
 PP1405'NUMBER 27886 (BROADWAY STREET NORTHEAST OVER INTERSTATE 35W).  IT IS
 PP1405'14 FEET WEST OF WEST CURB LINE OF JOHNSON STREET NORTHEAST.  IT IS
 PP1405'ABOUT LEVEL WITH THE ADJOINING RETAINING WALL AND IS 3 FEET ABOVE THE
 PP1405'LEVEL OF THE SIDEWALK.  SW 1/4 SECTION 13, T 29N, R 24W.
 PP1405
 PP1405                          STATION RECOVERY (1989)
 PP1405
 PP1405'RECOVERY NOTE BY US POWER SQUADRON 1989 (TJZ)
 PP1405'RECOVERED IN GOOD CONDITION.
 PP1405
 PP1405                          STATION RECOVERY (2007)
 PP1405
 PP1405'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (JJB)
 PP1405'THE MARK IS LOCATED ABOUT 8.0 MI (12.9 KM) WEST-NORTHWEST OF SAINT
 PP1405'PAUL, 5.0 MI (8.0 KM) SOUTH-SOUTHWEST OF NEW BRIGHTON AND 1.8 MI (2.9
 PP1405'KM) NORTHEAST OF MINNEAPOLIS.
 PP1405'
 PP1405'TO REACH TO THE MARK IN NORTHEAST MINNEAPOLIS, GO 1.9 MI (3.1 KM)
 PP1405'SOUTHWEST OF TRUNK HIGHWAY 280, 2.6 MI (4.2 KM) NORTHEAST OF
 PP1405'INTERSTATE HIGHWAY 94, IN SOUTHEAST CORNER OF BROADWAY ST NORTHEAST
 PP1405'BRIDGE 27886 OVER INTERSTATE HIGHWAY 35W, 14 FT (4.3 M) WEST OF WEST
 PP1405'CURB ON JOHNSON ST NE.
 PP1405
 PP1405                          STATION RECOVERY (2013)
 PP1405
 PP1405'RECOVERY NOTE BY MN DEPT OF TRANSP 2013 (KMS)
 PP1405'IN NORTHEAST MINNEAPOLIS, IN BRIDGE RAILING IN SOUTHEAST CORNER OF
 PP1405'BROADWAY STREET NORTHEAST BRIDGE NUMBER 27886 OVER INTERSTATE HIGHWAY
 PP1405'35W, 1.9 MILES SOUTHWEST OF TRUNK HIGHWAY 280, 2.6 MILES NORTHEAST OF
 PP1405'INTERSTATE HIGHWAY 94, 14 FEET WEST OF WEST CURB ALONG JOHNSON STREET
 PP1405'NORTHEAST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 QO1425 ***********************************************************************
 QO1425  DESIGNATION -  2783 P
 QO1425  PID         -  QO1425
 QO1425  STATE/COUNTY-  MN/HENNEPIN
 QO1425  COUNTRY     -  US
 QO1425  USGS QUAD   -  NEW BRIGHTON (2019)
 QO1425
 QO1425                         *CURRENT SURVEY CONTROL
 QO1425  ______________________________________________________________________
 QO1425* NAD 83(1986) POSITION- 45 00 05.93   (N) 093 14 06.03   (W)   HD_HELD1
 QO1425* NAVD 88 ORTHO HEIGHT -   259.074 (meters)      849.98  (feet) ADJUSTED
 QO1425  ______________________________________________________________________
 QO1425  GEOID HEIGHT    -        -27.196 (meters)                     GEOID18
 QO1425  DYNAMIC HEIGHT  -        259.066 (meters)      849.95  (feet) COMP
 QO1425  MODELED GRAVITY -    980,581.4   (mgal)                       NAVD 88
 QO1425
 QO1425  VERT ORDER      -  SECOND    CLASS 0
 QO1425
 QO1425.The horizontal coordinates were determined by differentially corrected
 QO1425.hand held GPS observations or other comparable positioning techniques
 QO1425.and have an estimated accuracy of +/- 3 meters.
 QO1425
 QO1425.The orthometric height was determined by differential leveling and
 QO1425.adjusted by the NATIONAL GEODETIC SURVEY
 QO1425.in June 1991.
 QO1425
 QO1425.Significant digits in the geoid height do not necessarily reflect accuracy.
 QO1425.GEOID18 height accuracy estimate available here.
 QO1425
 QO1425.Click photographs - Photos may exist for this station.
 QO1425
 QO1425.The dynamic height is computed by dividing the NAVD 88
 QO1425.geopotential number by the normal gravity value computed on the
 QO1425.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QO1425.degrees latitude (g = 980.6199 gals.).
 QO1425
 QO1425.The modeled gravity was interpolated from observed gravity values.
 QO1425
 QO1425;                    North         East    Units  Estimated Accuracy
 QO1425;SPC MN S     -   322,692.0     860,312.2     MT  (+/- 3 meters HH1 GPS) 
 QO1425
 QO1425_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK8147883160(NAD 83)
 QO1425
 QO1425                          SUPERSEDED SURVEY CONTROL
 QO1425
 QO1425  NGVD 29 (??/??/92)  259.015  (m)          849.79   (f) ADJ UNCH    2 0
 QO1425
 QO1425.Superseded values are not recommended for survey control.
 QO1425
 QO1425.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QO1425.See file dsdata.pdf to determine how the superseded data were derived.
 QO1425
 QO1425_MARKER: DB = BENCH MARK DISK
 QO1425_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 QO1425_SP_SET: BRIDGE RAILING
 QO1425_STAMPING: 2783 P 1973
 QO1425_MARK LOGO: MNHD
 QO1425_MAGNETIC: N = NO MAGNETIC MATERIAL
 QO1425_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QO1425_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 QO1425+SATELLITE: SATELLITE OBSERVATIONS - August 14, 2013
 QO1425
 QO1425  HISTORY     - Date     Condition        Report By
 QO1425  HISTORY     - 19730401 MONUMENTED       MNHD
 QO1425  HISTORY     - 1989     GOOD             USPSQD
 QO1425  HISTORY     - 20070710 GOOD             MNDT
 QO1425  HISTORY     - 20130814 GOOD             MNDT
 QO1425
 QO1425                          STATION DESCRIPTION
 QO1425
 QO1425'DESCRIBED BY US POWER SQUADRON 1989 (TJZ)
 QO1425'RECOVERED IN GOOD CONDITION.
 QO1425
 QO1425                          STATION RECOVERY (2007)
 QO1425
 QO1425'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (JJB)
 QO1425'THE MARK IS LOCATED ABOUT 8.0 MI (12.9 KM) WEST-NORTHWEST OF SAINT
 QO1425'PAUL, 4.7 MI (7.6 KM) SOUTH-SOUTHWEST OF NEW BRIGHTON AND 2.0 MI (3.2
 QO1425'KM) NORTHEAST OF MINNEAPOLIS.
 QO1425'
 QO1425'TO REACH TO THE MARK IN NORTHEAST MINNEAPOLIS, GO 1.75 MI (2.8 KM)
 QO1425'SOUTHWEST OF THE JUNCTION OF INTERSTATE HIGHWAY 35W AND TRUNK HIGHWAY
 QO1425'280, IN NORTHEAST CORNER OF NORTHBOUND INTERSTATE HIGHWAY 35W BRIDGE
 QO1425'27888 OVER NORTHBOUND CONNECTION TO JOHNSON STREET NORTHEAST.
 QO1425
 QO1425                          STATION RECOVERY (2013)
 QO1425
 QO1425'RECOVERY NOTE BY MN DEPT OF TRANSP 2013 (MAS)
 QO1425'IN NORTHEAST MINNEAPOLIS, IN BRIDGE ABUTMENT IN SOUTHEAST CORNER OF
 QO1425'NORTHBOUND INTERSTATE HIGHWAY 35W BRIDGE NUMBER 27888 OVER NORTHBOUND
 QO1425'INTERSTATE HIGHWAY 35W CONNECTION TO JOHNSON STREET NORTHEAST, 0.25
 QO1425'MILE NORTH-NORTHEAST OF BROADWAY STREET NORTHEAST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 QO1426 ***********************************************************************
 QO1426  DESIGNATION -  2783 Q
 QO1426  PID         -  QO1426
 QO1426  STATE/COUNTY-  MN/HENNEPIN
 QO1426  COUNTRY     -  US
 QO1426  USGS QUAD   -  NEW BRIGHTON (2019)
 QO1426
 QO1426                         *CURRENT SURVEY CONTROL
 QO1426  ______________________________________________________________________
 QO1426* NAD 83(1986) POSITION- 45 00 08.10   (N) 093 14 05.39   (W)   HD_HELD1
 QO1426* NAVD 88 ORTHO HEIGHT -   259.371 (meters)      850.95  (feet) ADJUSTED
 QO1426  ______________________________________________________________________
 QO1426  GEOID HEIGHT    -        -27.197 (meters)                     GEOID18
 QO1426  DYNAMIC HEIGHT  -        259.364 (meters)      850.93  (feet) COMP
 QO1426  MODELED GRAVITY -    980,581.4   (mgal)                       NAVD 88
 QO1426
 QO1426  VERT ORDER      -  SECOND    CLASS 0
 QO1426
 QO1426.The horizontal coordinates were determined by differentially corrected
 QO1426.hand held GPS observations or other comparable positioning techniques
 QO1426.and have an estimated accuracy of +/- 3 meters.
 QO1426
 QO1426.The orthometric height was determined by differential leveling and
 QO1426.adjusted by the NATIONAL GEODETIC SURVEY
 QO1426.in June 1991.
 QO1426
 QO1426.Significant digits in the geoid height do not necessarily reflect accuracy.
 QO1426.GEOID18 height accuracy estimate available here.
 QO1426
 QO1426.Click photographs - Photos may exist for this station.
 QO1426
 QO1426.The dynamic height is computed by dividing the NAVD 88
 QO1426.geopotential number by the normal gravity value computed on the
 QO1426.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QO1426.degrees latitude (g = 980.6199 gals.).
 QO1426
 QO1426.The modeled gravity was interpolated from observed gravity values.
 QO1426
 QO1426;                    North         East    Units  Estimated Accuracy
 QO1426;SPC MN S     -   322,759.2     860,325.5     MT  (+/- 3 meters HH1 GPS) 
 QO1426
 QO1426_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK8149283227(NAD 83)
 QO1426
 QO1426                          SUPERSEDED SURVEY CONTROL
 QO1426
 QO1426  NGVD 29 (??/??/92)  259.312  (m)          850.76   (f) ADJ UNCH    2 0
 QO1426
 QO1426.Superseded values are not recommended for survey control.
 QO1426
 QO1426.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QO1426.See file dsdata.pdf to determine how the superseded data were derived.
 QO1426
 QO1426_MARKER: DB = BENCH MARK DISK
 QO1426_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 QO1426_SP_SET: BRIDGE ABUTMENT
 QO1426_STAMPING: 2783 Q 1973
 QO1426_MARK LOGO: MNHD
 QO1426_MAGNETIC: N = NO MAGNETIC MATERIAL
 QO1426_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QO1426_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 QO1426+SATELLITE: SATELLITE OBSERVATIONS - August 14, 2013
 QO1426
 QO1426  HISTORY     - Date     Condition        Report By
 QO1426  HISTORY     - 19730401 MONUMENTED       MNHD
 QO1426  HISTORY     - 1989     GOOD             USPSQD
 QO1426  HISTORY     - 20070710 GOOD             MNDT
 QO1426  HISTORY     - 20130814 GOOD             MNDT
 QO1426
 QO1426                          STATION DESCRIPTION
 QO1426
 QO1426'DESCRIBED BY US POWER SQUADRON 1989 (TJZ)
 QO1426'RECOVERED IN GOOD CONDITION.
 QO1426
 QO1426                          STATION RECOVERY (2007)
 QO1426
 QO1426'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (JJB)
 QO1426'THE MARK IS LOCATED ABOUT 8.0 MI (12.9 KM) WEST-NORTHWEST OF SAINT
 QO1426'PAUL, 4.7 MI (7.6 KM) SOUTH-SOUTHWEST OF NEW BRIGHTON AND 2.1 MI (3.4
 QO1426'KM) NORTHEAST OF MINNEAPOLIS.
 QO1426'
 QO1426'TO REACH TO THE MARK IN NORTHEAST MINNEAPOLIS, GO 1.75 MI (2.8 KM)
 QO1426'SOUTHWEST OF THE JUNCTION OF INTERSTATE HIGHWAY 35W AND TRUNK HIGHWAY
 QO1426'280, IN SOUTHWEST CORNER OF SOUTH-BOUND INTERSTATE HIGHWAY 35W BRIDGE
 QO1426'27887 OVER SOUTH-BOUND CONNECTION TO JOHNSON STREET NORTHEAST.
 QO1426
 QO1426                          STATION RECOVERY (2013)
 QO1426
 QO1426'RECOVERY NOTE BY MN DEPT OF TRANSP 2013 (MAS)
 QO1426'IN NORTHEAST MINNEAPOLIS, IN BRIDGE ABUTMENT IN SOUTHEAST CORNER OF
 QO1426'SOUTHBOUND INTERSTATE HIGHWAY 35W BRIDGE NUMBER 27887 OVER SOUTHBOUND
 QO1426'CONNECTION TO JOHNSON STREET NORTHEAST, 0.24 MILE WEST OF JUNCTION OF
 QO1426'WESTBOUND INTERSTATE HIGHWAY 35W OVER NEW BRIGHTON BOULEVARD.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 QO1439 ***********************************************************************
 QO1439  DESIGNATION -  2783 R
 QO1439  PID         -  QO1439
 QO1439  STATE/COUNTY-  MN/HENNEPIN
 QO1439  COUNTRY     -  US
 QO1439  USGS QUAD   -  NEW BRIGHTON (2019)
 QO1439
 QO1439                         *CURRENT SURVEY CONTROL
 QO1439  ______________________________________________________________________
 QO1439* NAD 83(1986) POSITION- 45 00 11.51   (N) 093 13 54.07   (W)   HD_HELD1
 QO1439* NAVD 88 ORTHO HEIGHT -   264.772 (meters)      868.67  (feet) ADJUSTED
 QO1439  ______________________________________________________________________
 QO1439  GEOID HEIGHT    -        -27.200 (meters)                     GEOID18
 QO1439  DYNAMIC HEIGHT  -        264.765 (meters)      868.65  (feet) COMP
 QO1439  MODELED GRAVITY -    980,581.2   (mgal)                       NAVD 88
 QO1439
 QO1439  VERT ORDER      -  SECOND    CLASS 0
 QO1439
 QO1439.The horizontal coordinates were determined by differentially corrected
 QO1439.hand held GPS observations or other comparable positioning techniques
 QO1439.and have an estimated accuracy of +/- 3 meters.
 QO1439
 QO1439.The orthometric height was determined by differential leveling and
 QO1439.adjusted by the NATIONAL GEODETIC SURVEY
 QO1439.in June 1991.
 QO1439
 QO1439.Significant digits in the geoid height do not necessarily reflect accuracy.
 QO1439.GEOID18 height accuracy estimate available here.
 QO1439
 QO1439.Click photographs - Photos may exist for this station.
 QO1439
 QO1439.The dynamic height is computed by dividing the NAVD 88
 QO1439.geopotential number by the normal gravity value computed on the
 QO1439.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QO1439.degrees latitude (g = 980.6199 gals.).
 QO1439
 QO1439.The modeled gravity was interpolated from observed gravity values.
 QO1439
 QO1439;                    North         East    Units  Estimated Accuracy
 QO1439;SPC MN S     -   322,866.7     860,572.5     MT  (+/- 3 meters HH1 GPS) 
 QO1439
 QO1439_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK8174083331(NAD 83)
 QO1439
 QO1439                          SUPERSEDED SURVEY CONTROL
 QO1439
 QO1439  NGVD 29 (??/??/92)  264.713  (m)          868.48   (f) ADJ UNCH    2 0
 QO1439
 QO1439.Superseded values are not recommended for survey control.
 QO1439
 QO1439.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QO1439.See file dsdata.pdf to determine how the superseded data were derived.
 QO1439
 QO1439_MARKER: DB = BENCH MARK DISK
 QO1439_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 QO1439_SP_SET: BRIDGE ABUTMENT
 QO1439_STAMPING: 2783 R 1973
 QO1439_MARK LOGO: MNHD
 QO1439_MAGNETIC: N = NO MAGNETIC MATERIAL
 QO1439_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QO1439_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 QO1439+SATELLITE: SATELLITE OBSERVATIONS - August 14, 2013
 QO1439
 QO1439  HISTORY     - Date     Condition        Report By
 QO1439  HISTORY     - 19730401 MONUMENTED       MNHD
 QO1439  HISTORY     - 1989     GOOD             USPSQD
 QO1439  HISTORY     - 20070710 GOOD             MNDT
 QO1439  HISTORY     - 20130814 GOOD             MNDT
 QO1439
 QO1439                          STATION DESCRIPTION
 QO1439
 QO1439'DESCRIBED BY US POWER SQUADRON 1989 (TJZ)
 QO1439'RECOVERED IN GOOD CONDITION.
 QO1439
 QO1439                          STATION RECOVERY (2007)
 QO1439
 QO1439'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (BLB)
 QO1439'THE MARK IS LOCATED ABOUT 7.9 MI (12.7 KM) WEST-NORTHWEST OF SAINT
 QO1439'PAUL, 4.6 MI (7.4 KM) SOUTH-SOUTHWEST OF NEW BRIGHTON AND 2.2 MI (3.5
 QO1439'KM) NORTHEAST OF MINNEAPOLIS.
 QO1439'
 QO1439'TO REACH TO THE MARK IN NORTHEAST MINNEAPOLIS, GO 1.5 MI (2.4 KM)
 QO1439'SOUTHWEST OF TRUNK HIGHWAY 280, 200 FT (61.0 M) NORTH OF SOUTH-BOUND
 QO1439'INTERSTATE HIGHWAY 35W, IN SOUTHEAST CORNER OF BRIDGE 27889
 QO1439'(SOUTH-BOUND INTERSTATE HIGHWAY 35W CONNECTOR OVER SOUTH-BOUND ARTHUR
 QO1439'STREET NORTHEAST).
 QO1439
 QO1439                          STATION RECOVERY (2013)
 QO1439
 QO1439'RECOVERY NOTE BY MN DEPT OF TRANSP 2013 (KMS)
 QO1439'IN NORTHEAST MINNEAPOLIS, IN BRIDGE ABUTMENT IN SOUTHEAST CORNER OF
 QO1439'ENTRANCE RAMP ONTO WESTBOUND INTERSTATE HIGHWAY 35W BRIDGE NUMBER
 QO1439'27889 OVER QUARRY CENTER DRIVE, 0.1 MILE SOUTHWEST ALONG ENTRANCE RAMP
 QO1439'TO SOUTHBOUND INTERSTATE HIGHWAY 35W FROM NEW BRIGHTON BOULEVARD IN
 QO1439'MINNEAPOLIS, 200 FEET NORTH OF SOUTHBOUND INTERSTATE HIGHWAY 35W,
 QO1439'(SOUTHBOUND INTERSTATE HIGHWAY 35W CONNECTOR OVER SOUTHBOUND ARTHUR
 QO1439'STREET NORTHEAST).
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 QO1436 ***********************************************************************
 QO1436  DESIGNATION -  2783 U
 QO1436  PID         -  QO1436
 QO1436  STATE/COUNTY-  MN/HENNEPIN
 QO1436  COUNTRY     -  US
 QO1436  USGS QUAD   -  NEW BRIGHTON (2019)
 QO1436
 QO1436                         *CURRENT SURVEY CONTROL
 QO1436  ______________________________________________________________________
 QO1436* NAD 83(1986) POSITION- 45 00 14.66   (N) 093 12 42.53   (W)   HD_HELD1
 QO1436* NAVD 88 ORTHO HEIGHT -   292.088 (meters)      958.29  (feet) ADJUSTED
 QO1436  ______________________________________________________________________
 QO1436  GEOID HEIGHT    -        -27.221 (meters)                     GEOID18
 QO1436  DYNAMIC HEIGHT  -        292.080 (meters)      958.27  (feet) COMP
 QO1436  MODELED GRAVITY -    980,580.2   (mgal)                       NAVD 88
 QO1436
 QO1436  VERT ORDER      -  SECOND    CLASS 0
 QO1436
 QO1436.The horizontal coordinates were determined by differentially corrected
 QO1436.hand held GPS observations or other comparable positioning techniques
 QO1436.and have an estimated accuracy of +/- 3 meters.
 QO1436
 QO1436.The orthometric height was determined by differential leveling and
 QO1436.adjusted by the NATIONAL GEODETIC SURVEY
 QO1436.in June 1991.
 QO1436
 QO1436.Significant digits in the geoid height do not necessarily reflect accuracy.
 QO1436.GEOID18 height accuracy estimate available here.
 QO1436
 QO1436.Click photographs - Photos may exist for this station.
 QO1436
 QO1436.The dynamic height is computed by dividing the NAVD 88
 QO1436.geopotential number by the normal gravity value computed on the
 QO1436.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QO1436.degrees latitude (g = 980.6199 gals.).
 QO1436
 QO1436.The modeled gravity was interpolated from observed gravity values.
 QO1436
 QO1436;                    North         East    Units  Estimated Accuracy
 QO1436;SPC MN S     -   322,978.9     862,138.2     MT  (+/- 3 meters HH1 GPS) 
 QO1436
 QO1436_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK8330783424(NAD 83)
 QO1436
 QO1436                          SUPERSEDED SURVEY CONTROL
 QO1436
 QO1436  NGVD 29 (??/??/92)  292.028  (m)          958.10   (f) ADJ UNCH    2 0
 QO1436
 QO1436.Superseded values are not recommended for survey control.
 QO1436
 QO1436.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QO1436.See file dsdata.pdf to determine how the superseded data were derived.
 QO1436
 QO1436_MARKER: DB = BENCH MARK DISK
 QO1436_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 QO1436_SP_SET: BRIDGE ABUTMENT
 QO1436_STAMPING: 2783 U 1973
 QO1436_MARK LOGO: MNHD
 QO1436_MAGNETIC: N = NO MAGNETIC MATERIAL
 QO1436_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QO1436_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 QO1436+SATELLITE: SATELLITE OBSERVATIONS - August 14, 2013
 QO1436
 QO1436  HISTORY     - Date     Condition        Report By
 QO1436  HISTORY     - 19730401 MONUMENTED       MNHD
 QO1436  HISTORY     - 1989     GOOD             USPSQD
 QO1436  HISTORY     - 20070711 GOOD             MNDT
 QO1436  HISTORY     - 20130814 GOOD             MNDT
 QO1436
 QO1436                          STATION DESCRIPTION
 QO1436
 QO1436'DESCRIBED BY US POWER SQUADRON 1989 (TJZ)
 QO1436'RECOVERED IN GOOD CONDITION.
 QO1436
 QO1436                          STATION RECOVERY (2007)
 QO1436
 QO1436'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (BLB)
 QO1436'THE MARK IS LOCATED ABOUT 7.1 MI (11.4 KM) NORTHWEST OF SAINT PAUL,
 QO1436'4.3 MI (6.9 KM) SOUTH OF NEW BRIGHTON AND 3.0 MI (4.8 KM)
 QO1436'EAST-NORTHEAST OF MINNEAPOLIS.
 QO1436'
 QO1436'TO REACH TO THE MARK IN NORTHEAST MINNEAPOLIS, GO 0.6 MI (1.0 KM)
 QO1436'SOUTHWEST OF TRUNK HIGHWAY 280, IN NORTHEAST CORNER OF INTERSTATE
 QO1436'HIGHWAY 35W BRIDGE 27897 OVER INDUSTRIAL BOULEVARD.
 QO1436
 QO1436                          STATION RECOVERY (2013)
 QO1436
 QO1436'RECOVERY NOTE BY MN DEPT OF TRANSP 2013 (KMS)
 QO1436'IN NORTHEAST MINNEAPOLIS, IN BRIDGE ABUTMENT IN SOUTHEAST CORNER OF
 QO1436'NORTHWEST BOUND INTERSTATE HIGHWAY 35W BRIDGE NUMBER 27897 OVER
 QO1436'INDUSTRIAL BOULEVARD, 2.2 MILES NORTH-NORTHEAST OF UNIVERSITY OF
 QO1436'MINNESOTA.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DM4494 ***********************************************************************
 DM4494  DESIGNATION -  2783 V
 DM4494  PID         -  DM4494
 DM4494  STATE/COUNTY-  MN/HENNEPIN
 DM4494  COUNTRY     -  US
 DM4494  USGS QUAD   -  SAINT PAUL WEST (2019)
 DM4494
 DM4494                         *CURRENT SURVEY CONTROL
 DM4494  ______________________________________________________________________
 DM4494* NAD 83(1986) POSITION- 44 59 29.00   (N) 093 14 09.87   (W)   HD_HELD1
 DM4494* NAVD 88 ORTHO HEIGHT -   255.599 (meters)      838.58  (feet) ADJUSTED
 DM4494  ______________________________________________________________________
 DM4494  GEOID HEIGHT    -        -27.193 (meters)                     GEOID18
 DM4494  DYNAMIC HEIGHT  -        255.592 (meters)      838.55  (feet) COMP
 DM4494  MODELED GRAVITY -    980,583.5   (mgal)                       NAVD 88
 DM4494
 DM4494  VERT ORDER      -  SECOND    CLASS I
 DM4494
 DM4494.The horizontal coordinates were determined by differentially corrected
 DM4494.hand held GPS observations or other comparable positioning techniques
 DM4494.and have an estimated accuracy of +/- 3 meters.
 DM4494
 DM4494.The orthometric height was determined by differential leveling and
 DM4494.adjusted by the NATIONAL GEODETIC SURVEY
 DM4494.in July 2011.
 DM4494
 DM4494.No vertical observational check was made to the station.
 DM4494
 DM4494.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM4494.GEOID18 height accuracy estimate available here.
 DM4494
 DM4494.Click photographs - Photos may exist for this station.
 DM4494
 DM4494.The dynamic height is computed by dividing the NAVD 88
 DM4494.geopotential number by the normal gravity value computed on the
 DM4494.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM4494.degrees latitude (g = 980.6199 gals.).
 DM4494
 DM4494.The modeled gravity was interpolated from observed gravity values.
 DM4494
 DM4494;                    North         East    Units  Estimated Accuracy
 DM4494;SPC MN S     -   321,551.3     860,238.7     MT  (+/- 3 meters HH1 GPS) 
 DM4494
 DM4494_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK8139082020(NAD 83)
 DM4494
 DM4494                          SUPERSEDED SURVEY CONTROL
 DM4494
 DM4494.No superseded survey control is available for this station.
 DM4494
 DM4494_MARKER: DB = BENCH MARK DISK
 DM4494_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DM4494_SP_SET: BRIDGE ABUTMENT
 DM4494_STAMPING: 2783 V 2007
 DM4494_MARK LOGO: MNHD
 DM4494_MAGNETIC: N = NO MAGNETIC MATERIAL
 DM4494_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DM4494_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DM4494+SATELLITE: SATELLITE OBSERVATIONS - August 14, 2013
 DM4494
 DM4494  HISTORY     - Date     Condition        Report By
 DM4494  HISTORY     - 1969     MONUMENTED       MNDT
 DM4494  HISTORY     - 20070823 GOOD             MNHD
 DM4494  HISTORY     - 20130814 GOOD             MNDT
 DM4494
 DM4494                          STATION DESCRIPTION
 DM4494
 DM4494'DESCRIBED BY MN HIGHWAY DEPT 2007 (MPP)
 DM4494'THE MARK IS LOCATED ABOUT 7.7 MI (12.4 KM) WEST-NORTHWEST OF SAINT
 DM4494'PAUL, 5.4 MI (8.7 KM) SOUTH-SOUTHWEST OF NEW BRIGHTON IN
 DM4494'EASTERN-NORTHEASTERN MINNEAPOLIS.
 DM4494'
 DM4494'THE MARK IS NEAR THE JUNCTION OF EAST HENNEPIN AVENUE AND INTERSTATE
 DM4494'35 WEST.
 DM4494'
 DM4494'THE MARK IS FOUND 48.0 FT (14.6 M) WEST OF SOUTHEAST 11TH AVENUE, 20.0
 DM4494'FT (6.1 M) SOUTH OF HENNEPIN AVENUE EASTBOUND, IN THE SOUTHEAST CORNER
 DM4494'ABUTMENT OF BRIDGE NUMBER 27989 OVER INTERSTATE 35 WEST.
 DM4494
 DM4494                          STATION RECOVERY (2013)
 DM4494
 DM4494'RECOVERY NOTE BY MN DEPT OF TRANSP 2013 (MAS)
 DM4494'THE STATION IS LOCATED ABOUT 7.7 MI (12.4 KM) WEST-NORTHWEST OF SAINT
 DM4494'PAUL, 5.4 MI (8.7 KM) SOUTH-SOUTHWEST OF NEW BRIGHTON AND 1.6 MI (2.6
 DM4494'KM) EAST-NORTHEAST OF MINNEAPOLIS.
 DM4494'
 DM4494'THE MARK IS IN MINNEAPOLIS, IN ABUTMENT IN SOUTHEAST CORNER OF EAST
 DM4494'HENNEPIN AVENUE BRIDGE NUMBER 27989 OVER INTERSTATE HIGHWAY 35 WEST,
 DM4494'AT THE JUNCTION OF EAST HENNEPIN AVENUE AND INTERSTATE HIGHWAY 35W.
 DM4494'
 DM4494'IT IS 20.0 FT (6.1 M) SOUTH OF EAST EASTBOUND HENNEPIN AVENUE, 48.0 FT
 DM4494'(14.6 M) WEST OF SOUTHEAST 11TH AVENUE.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DM4503 ***********************************************************************
 DM4503  DESIGNATION -  2783 W
 DM4503  PID         -  DM4503
 DM4503  STATE/COUNTY-  MN/HENNEPIN
 DM4503  COUNTRY     -  US
 DM4503  USGS QUAD   -  SAINT PAUL WEST (2019)
 DM4503
 DM4503                         *CURRENT SURVEY CONTROL
 DM4503  ______________________________________________________________________
 DM4503* NAD 83(1986) POSITION- 44 59 48.55   (N) 093 14 14.86   (W)   HD_HELD1
 DM4503* NAVD 88 ORTHO HEIGHT -   258.201 (meters)      847.11  (feet) ADJUSTED
 DM4503  ______________________________________________________________________
 DM4503  GEOID HEIGHT    -        -27.192 (meters)                     GEOID18
 DM4503  DYNAMIC HEIGHT  -        258.194 (meters)      847.09  (feet) COMP
 DM4503  MODELED GRAVITY -    980,584.0   (mgal)                       NAVD 88
 DM4503
 DM4503  VERT ORDER      -  SECOND    CLASS I
 DM4503
 DM4503.The horizontal coordinates were determined by differentially corrected
 DM4503.hand held GPS observations or other comparable positioning techniques
 DM4503.and have an estimated accuracy of +/- 3 meters.
 DM4503
 DM4503.The orthometric height was determined by differential leveling and
 DM4503.adjusted by the NATIONAL GEODETIC SURVEY
 DM4503.in July 2011.
 DM4503
 DM4503.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM4503.GEOID18 height accuracy estimate available here.
 DM4503
 DM4503.Click photographs - Photos may exist for this station.
 DM4503
 DM4503.The dynamic height is computed by dividing the NAVD 88
 DM4503.geopotential number by the normal gravity value computed on the
 DM4503.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM4503.degrees latitude (g = 980.6199 gals.).
 DM4503
 DM4503.The modeled gravity was interpolated from observed gravity values.
 DM4503
 DM4503;                    North         East    Units  Estimated Accuracy
 DM4503;SPC MN S     -   322,153.8     860,123.8     MT  (+/- 3 meters HH1 GPS) 
 DM4503
 DM4503_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK8128382624(NAD 83)
 DM4503
 DM4503                          SUPERSEDED SURVEY CONTROL
 DM4503
 DM4503.No superseded survey control is available for this station.
 DM4503
 DM4503_MARKER: DB = BENCH MARK DISK
 DM4503_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DM4503_SP_SET: PEDESTRIAN BRIDGE WALKWAY
 DM4503_STAMPING: 2783 W 2007
 DM4503_MARK LOGO: MNHD
 DM4503_MAGNETIC: N = NO MAGNETIC MATERIAL
 DM4503_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DM4503_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DM4503+SATELLITE: SATELLITE OBSERVATIONS - August 14, 2013
 DM4503
 DM4503  HISTORY     - Date     Condition        Report By
 DM4503  HISTORY     - 1973     MONUMENTED       MNDT
 DM4503  HISTORY     - 20070906 GOOD             MNDT
 DM4503  HISTORY     - 20130814 GOOD             MNDT
 DM4503
 DM4503                          STATION DESCRIPTION
 DM4503
 DM4503'DESCRIBED BY MN DEPT OF TRANSP 2007 (MPP)
 DM4503'THE STATION IS LOCATED ABOUT 7.9 MI (12.7 KM) WEST-NORTHWEST OF SAINT
 DM4503'PAUL, 5.1 MI (8.2 KM) SOUTH-SOUTHWEST OF NEW BRIGHTON AND IN NORTHEAST
 DM4503'MINNEAPOLIS.
 DM4503'
 DM4503'TO REACH THE MARK FROM THE JUNCTION OF BROADWAY STREET AND INTERSTATE
 DM4503'35W IN MINNEAPOLIS, GO 0.05 MI (0.1 KM) EAST ALONG BROADWAY STREET,
 DM4503'THENCE 0.10 MI (0.2 KM) SOUTH ON JOHNSON STREET NORTHEAST, THE MARK IS
 DM4503'TO THE RIGHT IN A PEDESTRIAN BRIDGE SIDEWALK.
 DM4503'
 DM4503'THE MARK IS FOUND AT THE WESTERN EDGE OF THE EASTERN SIDEWALK APPROACH
 DM4503'TO A PEDESTRIAN BRIDGE OVER I-35 AND IS FOUND 68.2 FT (20.8 M) WEST OF
 DM4503'JOHNSON STREET NORTHEAST, 34.3 FT (10.5 M) SOUTHWEST OF THE TOP SPIGOT
 DM4503'NUT OF A FIRE HYDRANT, 3.8 FT (1.2 M) SOUTH OF THE CENTER OF THE
 DM4503'PEDESTRIAN BRIDGE AT ITS FAR SOUTHEASTERN CORNER.  STAMPED WHEN
 DM4503'LEVELED.
 DM4503
 DM4503                          STATION RECOVERY (2013)
 DM4503
 DM4503'RECOVERY NOTE BY MN DEPT OF TRANSP 2013 (KMS)
 DM4503'THE STATION IS LOCATED IN MINNEAPOLIS, 0.05 MI (0.1 KM) EAST ALONG
 DM4503'BROADWAY STREET FROM THE JUNCTION OF BROADWAY STREET AND INTERSTATE
 DM4503'HIGHWAY 35W.
 DM4503'
 DM4503'TO REACH THE MARK0.1 MILE SOUTH ON JOHNSON STREET NORTHEAST, IN BRIDGE
 DM4503'SIDEWALK IN SOUTHEAST CORNER OF PEDESTRIAN BRIDGE OVER INTERSTATE
 DM4503'HIGHWAY 35W, 68.2 FT (20.8 M) WEST OF JOHNSON STREET NORTHEAST, 3.8 FT
 DM4503'(1.2 M) SOUTH OF CENTER OF PEDESTRIAN BRIDGE.
 DM4503'
 DM4503'THE MARK IS 34.3 FT (10.5 M) SOUTHWEST OF TOP NUT OF FIRE HYDRANT.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DP1890 ***********************************************************************
 DP1890  DESIGNATION -  2783 X
 DP1890  PID         -  DP1890
 DP1890  STATE/COUNTY-  MN/HENNEPIN
 DP1890  COUNTRY     -  US
 DP1890  USGS QUAD   -  NEW BRIGHTON (2019)
 DP1890
 DP1890                         *CURRENT SURVEY CONTROL
 DP1890  ______________________________________________________________________
 DP1890* NAD 83(2011) POSITION- 45 00 07.85929(N) 093 13 53.58374(W)   ADJUSTED
 DP1890* NAD 83(2011) ELLIP HT-   240.528 (meters)        (02/18/14)   ADJUSTED
 DP1890* NAD 83(2011) EPOCH   -  2010.00
 DP1890* NAVD 88 ORTHO HEIGHT -   267.719 (meters)      878.34  (feet) ADJUSTED
 DP1890  ______________________________________________________________________
 DP1890  GEOID HEIGHT    -        -27.200 (meters)                     GEOID18
 DP1890  NAD 83(2011) X  -   -254,662.420 (meters)                     COMP
 DP1890  NAD 83(2011) Y  - -4,510,405.855 (meters)                     COMP
 DP1890  NAD 83(2011) Z  -  4,487,690.046 (meters)                     COMP
 DP1890  LAPLACE CORR    -         -2.70  (seconds)                    DEFLEC18
 DP1890  DYNAMIC HEIGHT  -        267.712 (meters)      878.32  (feet) COMP
 DP1890  MODELED GRAVITY -    980,581.1   (mgal)                       NAVD 88
 DP1890
 DP1890  VERT ORDER      -  SECOND    CLASS I
 DP1890
 DP1890  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DP1890  Standards:
 DP1890         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DP1890            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DP1890  -------------------------------------------------------------------
 DP1890  NETWORK    0.51   0.71           0.23   0.18   0.36     -0.02467360
 DP1890  -------------------------------------------------------------------
 DP1890  Click here for local accuracies and other accuracy information.
 DP1890
 DP1890.The horizontal coordinates were established by GPS observations
 DP1890.and adjusted by the MN DEPT OF TRANSP in February 2014.
 DP1890
 DP1890.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DP1890.been affixed to the stable North American tectonic plate. See 
 DP1890.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DP1890
 DP1890.The horizontal coordinates are valid at the epoch date displayed above
 DP1890.which is a decimal equivalence of Year/Month/Day.
 DP1890
 DP1890.The orthometric height was determined by differential leveling and
 DP1890.adjusted by the NATIONAL GEODETIC SURVEY
 DP1890.in September 2016.
 DP1890
 DP1890.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP1890.GEOID18 height accuracy estimate available here.
 DP1890
 DP1890.Click photographs - Photos may exist for this station.
 DP1890
 DP1890.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DP1890
 DP1890.The Laplace correction was computed from DEFLEC18 derived deflections.
 DP1890
 DP1890.The ellipsoidal height was determined by GPS observations
 DP1890.and is referenced to NAD 83.
 DP1890
 DP1890.The dynamic height is computed by dividing the NAVD 88
 DP1890.geopotential number by the normal gravity value computed on the
 DP1890.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP1890.degrees latitude (g = 980.6199 gals.).
 DP1890
 DP1890.The modeled gravity was interpolated from observed gravity values.
 DP1890
 DP1890. The following values were computed from the NAD 83(2011) position.
 DP1890
 DP1890;                    North         East     Units Scale Factor Converg.
 DP1890;SPC MN S     -   322,754.153   860,584.164   MT  0.99996020   +0 32 19.1
 DP1890;SPC MN S     - 1,058,902.58  2,823,433.21   sFT  0.99996020   +0 32 19.1
 DP1890;UTM  15      - 4,983,218.995   481,750.929   MT  0.99960409   -0 09 49.5
 DP1890
 DP1890!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DP1890!SPC MN S     -   0.99996229  x   0.99996020  =   0.99992249
 DP1890!UTM  15      -   0.99996229  x   0.99960409  =   0.99956639
 DP1890
 DP1890_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK8175083218(NAD 83)
 DP1890
 DP1890                          SUPERSEDED SURVEY CONTROL
 DP1890
 DP1890  NAVD 88 (02/18/14)  267.72   (m)  GEOID12A model used  GPS OBS        
 DP1890
 DP1890.Superseded values are not recommended for survey control.
 DP1890
 DP1890.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DP1890.See file dsdata.pdf to determine how the superseded data were derived.
 DP1890
 DP1890_MARKER: I = METAL ROD
 DP1890_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DP1890_STAMPING: 2783 X 2013
 DP1890_MARK LOGO: MNDT
 DP1890_PROJECTION: FLUSH
 DP1890_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DP1890_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DP1890_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP1890+SATELLITE: SATELLITE OBSERVATIONS - January 08, 2014
 DP1890_ROD/PIPE-DEPTH: 3.4 meters
 DP1890
 DP1890  HISTORY     - Date     Condition        Report By
 DP1890  HISTORY     - 20130926 MONUMENTED       MNDT
 DP1890  HISTORY     - 20140108 GOOD             MNDT
 DP1890
 DP1890                          STATION DESCRIPTION
 DP1890
 DP1890'DESCRIBED BY MN DEPT OF TRANSP 2013
 DP1890'IN MINNEAPOLIS, 1.0 MILE SOUTHWEST ALONG INTERSTATE HIGHWAY 35W FROM
 DP1890'JUNCTION OF INTERSTATE HIGHWAY 35W AND SAINT ANTHONY BOULEVARD/
 DP1890'INDUSTRIAL BOULEVARD IN MINNEAPOLIS, AT INTERSTATE HIGHWAY 35W
 DP1890'MILEPOINT 20.55, 30.2 FEET SOUTH OF NORTHBOUND INTERSTATE HIGHWAY 35W
 DP1890'FOG LINE, 22.2 FEET NORTH OF ENTRANCE RAMP FROM NORTHEAST JOHNSON
 DP1890'STREET TO NORTHBOUND INTERSTATE HIGHWAY 35W, 60.8 FEET WEST OF LIGHT
 DP1890'POLE NUMBER W5W 5, 1.5 FEET EAST OF WITNESS POST.
 DP1890
 DP1890                          STATION RECOVERY (2014)
 DP1890
 DP1890'RECOVERY NOTE BY MN DEPT OF TRANSP 2014 (KDJ)
 DP1890'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DP1891 ***********************************************************************
 DP1891  DESIGNATION -  2783 Y
 DP1891  PID         -  DP1891
 DP1891  STATE/COUNTY-  MN/HENNEPIN
 DP1891  COUNTRY     -  US
 DP1891  USGS QUAD   -  NEW BRIGHTON (2019)
 DP1891
 DP1891                         *CURRENT SURVEY CONTROL
 DP1891  ______________________________________________________________________
 DP1891* NAD 83(2011) POSITION- 45 00 10.42672(N) 093 12 51.92085(W)   ADJUSTED
 DP1891* NAD 83(2011) ELLIP HT-   259.455 (meters)        (02/18/14)   ADJUSTED
 DP1891* NAD 83(2011) EPOCH   -  2010.00
 DP1891* NAVD 88 ORTHO HEIGHT -   286.673 (meters)      940.53  (feet) ADJUSTED
 DP1891  ______________________________________________________________________
 DP1891  GEOID HEIGHT    -        -27.218 (meters)                     GEOID18
 DP1891  NAD 83(2011) X  -   -253,311.630 (meters)                     COMP
 DP1891  NAD 83(2011) Y  - -4,510,439.187 (meters)                     COMP
 DP1891  NAD 83(2011) Z  -  4,487,759.473 (meters)                     COMP
 DP1891  LAPLACE CORR    -         -2.68  (seconds)                    DEFLEC18
 DP1891  DYNAMIC HEIGHT  -        286.665 (meters)      940.50  (feet) COMP
 DP1891  MODELED GRAVITY -    980,580.2   (mgal)                       NAVD 88
 DP1891
 DP1891  VERT ORDER      -  SECOND    CLASS I
 DP1891
 DP1891  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DP1891  Standards:
 DP1891         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DP1891            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DP1891  -------------------------------------------------------------------
 DP1891  NETWORK    0.54   0.78           0.24   0.20   0.40      0.05242411
 DP1891  -------------------------------------------------------------------
 DP1891  Click here for local accuracies and other accuracy information.
 DP1891
 DP1891.The horizontal coordinates were established by GPS observations
 DP1891.and adjusted by the MN DEPT OF TRANSP in February 2014.
 DP1891
 DP1891.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DP1891.been affixed to the stable North American tectonic plate. See 
 DP1891.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DP1891
 DP1891.The horizontal coordinates are valid at the epoch date displayed above
 DP1891.which is a decimal equivalence of Year/Month/Day.
 DP1891
 DP1891.The orthometric height was determined by differential leveling and
 DP1891.adjusted by the NATIONAL GEODETIC SURVEY
 DP1891.in September 2016.
 DP1891
 DP1891.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP1891.GEOID18 height accuracy estimate available here.
 DP1891
 DP1891.Click photographs - Photos may exist for this station.
 DP1891
 DP1891.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DP1891
 DP1891.The Laplace correction was computed from DEFLEC18 derived deflections.
 DP1891
 DP1891.The ellipsoidal height was determined by GPS observations
 DP1891.and is referenced to NAD 83.
 DP1891
 DP1891.The dynamic height is computed by dividing the NAVD 88
 DP1891.geopotential number by the normal gravity value computed on the
 DP1891.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP1891.degrees latitude (g = 980.6199 gals.).
 DP1891
 DP1891.The modeled gravity was interpolated from observed gravity values.
 DP1891
 DP1891. The following values were computed from the NAD 83(2011) position.
 DP1891
 DP1891;                    North         East     Units Scale Factor Converg.
 DP1891;SPC MN S     -   322,846.240   861,933.771   MT  0.99996031   +0 33 02.3
 DP1891;SPC MN S     - 1,059,204.71  2,827,861.05   sFT  0.99996031   +0 33 02.3
 DP1891;UTM  15      - 4,983,294.504   483,101.082   MT  0.99960351   -0 09 05.9
 DP1891
 DP1891!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DP1891!SPC MN S     -   0.99995932  x   0.99996031  =   0.99991963
 DP1891!UTM  15      -   0.99995932  x   0.99960351  =   0.99956285
 DP1891
 DP1891_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK8310183294(NAD 83)
 DP1891
 DP1891                          SUPERSEDED SURVEY CONTROL
 DP1891
 DP1891  NAVD 88 (02/18/14)  286.67   (m)  GEOID12A model used  GPS OBS        
 DP1891
 DP1891.Superseded values are not recommended for survey control.
 DP1891
 DP1891.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DP1891.See file dsdata.pdf to determine how the superseded data were derived.
 DP1891
 DP1891_MARKER: I = METAL ROD
 DP1891_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DP1891_STAMPING: 2783 Y 2013
 DP1891_MARK LOGO: MNDT
 DP1891_PROJECTION: RECESSED 5 CENTIMETERS
 DP1891_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DP1891_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DP1891_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP1891+SATELLITE: SATELLITE OBSERVATIONS - November 06, 2024
 DP1891_ROD/PIPE-DEPTH: 10.4 meters
 DP1891
 DP1891  HISTORY     - Date     Condition        Report By
 DP1891  HISTORY     - 20130926 MONUMENTED       MNDT
 DP1891  HISTORY     - 20140109 GOOD             MNDT
 DP1891  HISTORY     - 20140424 GOOD             MNDT
 DP1891  HISTORY     - 20241106 GOOD             MNDT
 DP1891
 DP1891                          STATION DESCRIPTION
 DP1891
 DP1891'DESCRIBED BY MN DEPT OF TRANSP 2013
 DP1891'IN MINNEAPOLIS, 0.15 MILE SOUTHWEST ALONG INTERSTATE HIGHWAY 35W FROM
 DP1891'JUNCTION OF INTERSTATE HIGHWAY 35W AND SAINT ANTHONY BOULEVARD/
 DP1891'INDUSTRIAL BOULEVARD IN MINNEAPOLIS, AT INTERSTATE HIGHWAY 35W
 DP1891'MILEPOINT 21.45, 27.9 FEET SOUTHEAST OF NORTHBOUND INTERSTATE HIGHWAY
 DP1891'35W FOG LINE, 27.2 FEET NORTHWEST OF EXIT RAMP TO SAINT ANTHONY
 DP1891'BOULEVARD/ INDUSTRIAL BOULEVARD, 1.5 FEET NORTHEAST OF WITNESS POST.
 DP1891
 DP1891                          STATION RECOVERY (2014)
 DP1891
 DP1891'RECOVERY NOTE BY MN DEPT OF TRANSP 2014 (KDJ)
 DP1891'RECOVERED AS DESCRIBED.
 DP1891
 DP1891                          STATION RECOVERY (2014)
 DP1891
 DP1891'RECOVERY NOTE BY MN DEPT OF TRANSP 2014 (DDS)
 DP1891'RECOVERED IN GOOD CONDITION.
 DP1891
 DP1891                          STATION RECOVERY (2024)
 DP1891
 DP1891'RECOVERY NOTE BY MN DEPT OF TRANSP 2024 (KMS)
 DP1891'THE MARK IS LOCATED ABOUT 7.2 MI (11.6 KM) NORTHWEST OF SAINT PAUL,
 DP1891'4.4 MI (7.1 KM) SOUTH OF NEW BRIGHTON AND 2.9 MI (4.7 KM)
 DP1891'EAST-NORTHEAST OF MINNEAPOLIS.
 DP1891'
 DP1891'THE MARK IS LOCATED ABOUT IN MINNEAPOLIS, 0.64 MI (1.03 KM) EAST ALONG
 DP1891'INTERSTATE HIGHWAY 35W FROM THE JUNCTION OF INTERSTATE HIGHWAY 35W AND
 DP1891'STINSON BOULEVARD IN MINNEAPOLIS, AT INTERSTATE HIGHWAY 35W MILE POINT
 DP1891'21.45.
 DP1891'
 DP1891'IT IS 27.9 FT (8.5 M) SOUTHEAST OF THE NORTHBOUND INTERSTATE HIGHWAY
 DP1891'35W FOG LINE, 27.2 FT (8.3 M) NORTHWEST OF THE EXIT RAMP TO ST.
 DP1891'ANTHONY BOULEVARD/INDUSTRIAL BOULEVARD AND 1.5 FT (0.5 M) NORTHEAST OF
 DP1891'A WITNESS POST.
 DP1891'
 DP1891'NOTE-THE STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM ROD
 DP1891'DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION REMOVABLE DISK
 DP1891'SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH PVC
 DP1891'PIPE BACK FILLED WITH WASHED SAND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 QO0582 ***********************************************************************
 QO0582  DESIGNATION -  2785 AA
 QO0582  PID         -  QO0582
 QO0582  STATE/COUNTY-  MN/HENNEPIN
 QO0582  COUNTRY     -  US
 QO0582  USGS QUAD   -  OSSEO (2019)
 QO0582
 QO0582                         *CURRENT SURVEY CONTROL
 QO0582  ______________________________________________________________________
 QO0582* NAD 83(1986) POSITION- 45 02 36.81   (N) 093 27 08.63   (W)   HD_HELD1
 QO0582* NAVD 88 ORTHO HEIGHT -   290.109 (meters)      951.80  (feet) ADJUSTED
 QO0582  ______________________________________________________________________
 QO0582  GEOID HEIGHT    -        -27.180 (meters)                     GEOID18
 QO0582  DYNAMIC HEIGHT  -        290.102 (meters)      951.78  (feet) COMP
 QO0582  MODELED GRAVITY -    980,584.8   (mgal)                       NAVD 88
 QO0582
 QO0582  VERT ORDER      -  SECOND    CLASS I
 QO0582
 QO0582.The horizontal coordinates were determined by differentially corrected
 QO0582.hand held GPS observations or other comparable positioning techniques
 QO0582.and have an estimated accuracy of +/- 3 meters.
 QO0582
 QO0582.The orthometric height was determined by differential leveling and
 QO0582.adjusted by the NATIONAL GEODETIC SURVEY
 QO0582.in June 1991.
 QO0582
 QO0582.Significant digits in the geoid height do not necessarily reflect accuracy.
 QO0582.GEOID18 height accuracy estimate available here.
 QO0582
 QO0582.Click photographs - Photos may exist for this station.
 QO0582
 QO0582.The dynamic height is computed by dividing the NAVD 88
 QO0582.geopotential number by the normal gravity value computed on the
 QO0582.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QO0582.degrees latitude (g = 980.6199 gals.).
 QO0582
 QO0582.The modeled gravity was interpolated from observed gravity values.
 QO0582
 QO0582;                    North         East    Units  Estimated Accuracy
 QO0582;SPC MN S     -   327,211.8     843,142.3     MT  (+/- 3 meters HH1 GPS) 
 QO0582
 QO0582_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK6437187888(NAD 83)
 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
 QO0582.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QO0582.See file dsdata.pdf to determine how the superseded data were derived.
 QO0582
 QO0582_MARKER: DB = BENCH MARK DISK
 QO0582_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 QO0582_SP_SET: BRIDGE ABUTMENT
 QO0582_STAMPING: 2785 AA
 QO0582_MARK LOGO: MNHD
 QO0582_MAGNETIC: N = NO MAGNETIC MATERIAL
 QO0582_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QO0582_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 QO0582+SATELLITE: SATELLITE OBSERVATIONS - September 12, 2013
 QO0582
 QO0582  HISTORY     - Date     Condition        Report By
 QO0582  HISTORY     - 19700401 MONUMENTED       MNHD
 QO0582  HISTORY     - 1986     GOOD             USPSQD
 QO0582  HISTORY     - 20041118 GOOD             USPSQD
 QO0582  HISTORY     - 20070926 GOOD             MNDT
 QO0582  HISTORY     - 20080528 GOOD             MNDT
 QO0582  HISTORY     - 20130912 GOOD             MNDT
 QO0582
 QO0582                          STATION DESCRIPTION
 QO0582
 QO0582'DESCRIBED BY MN HIGHWAY DEPT 1970
 QO0582'IN PLYMOUTH.
 QO0582'MARK IS LOCATED IN THE SOUTHEAST CORNER OF BRIDGE NO. 27974, FAI 494
 QO0582'NORTH BOUND OVER 49TH AVENUE NORTH (INDUSTRIAL PARK ENTRANCE) ABOUT
 QO0582'2.2 MILES NORTH OF TH 55.  SW 1/4 SECTION 10, T 118 N, R 22 W.
 QO0582
 QO0582                          STATION RECOVERY (1986)
 QO0582
 QO0582'RECOVERY NOTE BY US POWER SQUADRON 1986 (TZ)
 QO0582'RECOVERED IN GOOD CONDITION.
 QO0582
 QO0582                          STATION RECOVERY (2004)
 QO0582
 QO0582'RECOVERY NOTE BY US POWER SQUADRON 2004 (NDM)
 QO0582'RECOVERED IN GOOD CONDITION.
 QO0582
 QO0582                          STATION RECOVERY (2007)
 QO0582
 QO0582'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (WEF)
 QO0582'THE MARK IS LOCATED ABOUT 8.2 MI (13.2 KM) NORTH OF HOPKINS, 5.8 MI
 QO0582'(9.3 KM) SOUTH-SOUTHWEST OF OSSEO AND 3.6 MI (5.8 KM) EAST OF HAMEL.
 QO0582'TO REACH TO THE MARK AT PLYMOUTH, GO 2.2 MI (3.5 KM) NORTH OF THE
 QO0582'JUNCTION OF INTERSTATE HIGHWAY 494 AND TRUNK HIGHWAY 55, IN SOUTHEAST
 QO0582'CORNER OF INTERSTATE HIGHWAY 494 NORTHBOUND BRIDGE 27974 OVER SCHMIDT
 QO0582'LAKE ROAD.
 QO0582
 QO0582                          STATION RECOVERY (2008)
 QO0582
 QO0582'RECOVERY NOTE BY MN DEPT OF TRANSP 2008 (PJG)
 QO0582'RECOVERED AS DESCRIBED.
 QO0582
 QO0582                          STATION RECOVERY (2013)
 QO0582
 QO0582'RECOVERY NOTE BY MN DEPT OF TRANSP 2013 (KMS)
 QO0582'IN PLYMOUTH, IN BRIDGE ABUTMENT IN SOUTHEAST CORNER OF NORTHBOUND
 QO0582'INTERSTATE HIGHWAY 494 BRIDGE NUMBER 27974 OVER SCHMIDT LAKE ROAD, 2.3
 QO0582'MILES NORTH ALONG INTERSTATE HIGHWAY 494 FROM JUNCTION OF INTERSTATE
 QO0582'HIGHWAY 494 AND TRUNK HIGHWAY 55, AT INTERSTATE HIGHWAY 494 MILEPOINT
 QO0582'24.55.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 PP1260 ***********************************************************************
 PP1260  DESIGNATION -  2785 AP
 PP1260  PID         -  PP1260
 PP1260  STATE/COUNTY-  MN/HENNEPIN
 PP1260  COUNTRY     -  US
 PP1260  USGS QUAD   -  BLOOMINGTON (2019)
 PP1260
 PP1260                         *CURRENT SURVEY CONTROL
 PP1260  ______________________________________________________________________
 PP1260* NAD 83(1986) POSITION- 44 51 42.22   (N) 093 16 59.88   (W)   HD_HELD1
 PP1260* NAVD 88 ORTHO HEIGHT -   258.618 (meters)      848.48  (feet) ADJUSTED
 PP1260  ______________________________________________________________________
 PP1260  GEOID HEIGHT    -        -27.130 (meters)                     GEOID18
 PP1260  DYNAMIC HEIGHT  -        258.610 (meters)      848.46  (feet) COMP
 PP1260  MODELED GRAVITY -    980,580.4   (mgal)                       NAVD 88
 PP1260
 PP1260  VERT ORDER      -  SECOND    CLASS 0
 PP1260
 PP1260.The horizontal coordinates were determined by differentially corrected
 PP1260.hand held GPS observations or other comparable positioning techniques
 PP1260.and have an estimated accuracy of +/- 3 meters.
 PP1260
 PP1260.The orthometric height was determined by differential leveling and
 PP1260.adjusted by the NATIONAL GEODETIC SURVEY
 PP1260.in June 1991.
 PP1260
 PP1260.Significant digits in the geoid height do not necessarily reflect accuracy.
 PP1260.GEOID18 height accuracy estimate available here.
 PP1260
 PP1260.Click photographs - Photos may exist for this station.
 PP1260
 PP1260.The dynamic height is computed by dividing the NAVD 88
 PP1260.geopotential number by the normal gravity value computed on the
 PP1260.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP1260.degrees latitude (g = 980.6199 gals.).
 PP1260
 PP1260.The modeled gravity was interpolated from observed gravity values.
 PP1260
 PP1260;                    North         East    Units  Estimated Accuracy
 PP1260;SPC MN S     -   307,109.6     856,641.3     MT  (+/- 3 meters HH1 GPS) 
 PP1260
 PP1260_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK7761767629(NAD 83)
 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
 PP1260.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PP1260.See file dsdata.pdf to determine how the superseded data were derived.
 PP1260
 PP1260_MARKER: DB = BENCH MARK DISK
 PP1260_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 PP1260_SP_SET: BRIDGE RAILING
 PP1260_STAMPING: 2785 AP 1970
 PP1260_MARK LOGO: MNHD
 PP1260_MAGNETIC: N = NO MAGNETIC MATERIAL
 PP1260_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PP1260_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 PP1260+SATELLITE: SATELLITE OBSERVATIONS - October 18, 2011
 PP1260
 PP1260  HISTORY     - Date     Condition        Report By
 PP1260  HISTORY     - 19700401 MONUMENTED       MNHD
 PP1260  HISTORY     - 1970     GOOD             MNDT
 PP1260  HISTORY     - 1990     GOOD             USPSQD
 PP1260  HISTORY     - 20010729 GOOD             USPSQD
 PP1260  HISTORY     - 20040925 GOOD             USPSQD
 PP1260  HISTORY     - 20050613 GOOD             MNDT
 PP1260  HISTORY     - 20070815 GOOD             MNDT
 PP1260  HISTORY     - 20111018 GOOD             MNDT
 PP1260
 PP1260                          STATION DESCRIPTION
 PP1260
 PP1260'DESCRIBED BY MN DEPT OF TRANSP 1970
 PP1260'IN BLOOMINGTON.
 PP1260'MARK IS LOCATED ABOUT 0.75 MILES EAST OF THE JUNCTION OF FAI 494 AND
 PP1260'FAI 35W IN BLOOMINGTON, IN THE TOP OF THE WALL AT THE SOUTHEAST CORNER
 PP1260'OF BRIDGE NO. 9289 MINNEAPOLIS, NORTHFIELD AND SOUTHERN RAILROAD OVER
 PP1260'FAI 494.  CORNER OF NW 1/4, SEC 3, T 27N, R 24W.
 PP1260
 PP1260                          STATION RECOVERY (1990)
 PP1260
 PP1260'RECOVERY NOTE BY US POWER SQUADRON 1990 (BJJ)
 PP1260'RECOVERED IN GOOD CONDITION.
 PP1260
 PP1260                          STATION RECOVERY (2001)
 PP1260
 PP1260'RECOVERY NOTE BY US POWER SQUADRON 2001 (BC)
 PP1260'RECOVERED IN GOOD CONDITION.
 PP1260
 PP1260                          STATION RECOVERY (2004)
 PP1260
 PP1260'RECOVERY NOTE BY US POWER SQUADRON 2004 (JRD)
 PP1260'RECOVERED AS DESCRIBED IN GOOD CONDITION. SPSPS JRD.
 PP1260
 PP1260                          STATION RECOVERY (2005)
 PP1260
 PP1260'RECOVERY NOTE BY MN DEPT OF TRANSP 2005 (MPP)
 PP1260'AT BLOOMINGTON, 0.75 MILES EAST OF JUNCTION OF INTERSTATE HIGHWAY 35W
 PP1260'AND INTERSTATE HIGHWAY 494, IN TOP OF WALL AT SOUTHEAST CORNER OF
 PP1260'INTERSTATE HIGHWAY 494 BRIDGE 9289 (RAILROAD OVER INTERSTATE HIGHWAY
 PP1260'494), AT INTERSTATE HIGHWAY 494 MILEPOINT 4.75
 PP1260
 PP1260                          STATION RECOVERY (2007)
 PP1260
 PP1260'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (JJB)
 PP1260'THE MARK IS LOCATED ABOUT 9.2 MI (14.8 KM) EAST OF EDEN PRAIRIE, 8.2
 PP1260'MI (13.2 KM) SOUTH OF MINNEAPOLIS AND 1.6 MI (2.6 KM) NORTH-NORTHEAST
 PP1260'OF BLOOMINGTON.
 PP1260'
 PP1260'TO REACH TO THE MARK AT BLOOMINGTON, GO 0.75 MI (1.2 KM) EAST OF THE
 PP1260'JUNCTION OF INTERSTATE HIGHWAY 35W AND INTERSTATE HIGHWAY 494, IN THE
 PP1260'TOP OF WALL AT SOUTHEAST CORNER OF INTERSTATE HIGHWAY 494 BRIDGE 9289
 PP1260'(RAILROAD OVER INTERSTATE HIGHWAY 494), AT INTERSTATE HIGHWAY 494 MI
 PP1260'(794.8 KM) POINT 4.75.
 PP1260
 PP1260                          STATION RECOVERY (2011)
 PP1260
 PP1260'RECOVERY NOTE BY MN DEPT OF TRANSP 2011 (DAS)
 PP1260'IN BLOOMINGTON, 0.75 MI (1.2 KM) EAST OF THE JUNCTION OF INTERSTATE
 PP1260'HIGHWAY 35W AND INTERSTATE HIGHWAY 494, IN THE TOP OF BUILDING
 PP1260'ABUTMENT IN SOUTHEAST CORNER OF BRIDGE NUMBER 9289 (RAILROAD OVER
 PP1260'INTERSTATE HIGHWAY 494), AT INTERSTATE HIGHWAY 494 MILE POINT 4.75.
 PP1260'0.25 MI (0.4 KM) WEST ALONG WEST 78TH STREET  FROM THE JUNCTION OF
 PP1260'NICOLLET AVENUE AND WEST 78TH STREET IN BLOOMINGTON.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 PP1261 ***********************************************************************
 PP1261  DESIGNATION -  2785 AQ
 PP1261  PID         -  PP1261
 PP1261  STATE/COUNTY-  MN/HENNEPIN
 PP1261  COUNTRY     -  US
 PP1261  USGS QUAD   -  BLOOMINGTON (2019)
 PP1261
 PP1261                         *CURRENT SURVEY CONTROL
 PP1261  ______________________________________________________________________
 PP1261* NAD 83(1986) POSITION- 44 51 41.23   (N) 093 16 41.42   (W)   HD_HELD1
 PP1261* NAVD 88 ORTHO HEIGHT -   257.531 (meters)      844.92  (feet) ADJUSTED
 PP1261  ______________________________________________________________________
 PP1261  GEOID HEIGHT    -        -27.139 (meters)                     GEOID18
 PP1261  DYNAMIC HEIGHT  -        257.523 (meters)      844.89  (feet) COMP
 PP1261  MODELED GRAVITY -    980,580.1   (mgal)                       NAVD 88
 PP1261
 PP1261  VERT ORDER      -  SECOND    CLASS I
 PP1261
 PP1261.The horizontal coordinates were determined by differentially corrected
 PP1261.hand held GPS observations or other comparable positioning techniques
 PP1261.and have an estimated accuracy of +/- 3 meters.
 PP1261
 PP1261.The orthometric height was determined by differential leveling and
 PP1261.adjusted by the NATIONAL GEODETIC SURVEY
 PP1261.in September 2013.
 PP1261
 PP1261.Significant digits in the geoid height do not necessarily reflect accuracy.
 PP1261.GEOID18 height accuracy estimate available here.
 PP1261
 PP1261.Click photographs - Photos may exist for this station.
 PP1261
 PP1261.The dynamic height is computed by dividing the NAVD 88
 PP1261.geopotential number by the normal gravity value computed on the
 PP1261.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP1261.degrees latitude (g = 980.6199 gals.).
 PP1261
 PP1261.The modeled gravity was interpolated from observed gravity values.
 PP1261
 PP1261;                    North         East    Units  Estimated Accuracy
 PP1261;SPC MN S     -   307,082.6     857,046.8     MT  (+/- 3 meters HH1 GPS) 
 PP1261
 PP1261_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK7802367597(NAD 83)
 PP1261
 PP1261                          SUPERSEDED SURVEY CONTROL
 PP1261
 PP1261  NAVD 88 (06/15/91)  257.526  (m)          844.90   (f) SUPERSEDED  2 0
 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
 PP1261.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PP1261.See file dsdata.pdf to determine how the superseded data were derived.
 PP1261
 PP1261_MARKER: DB = BENCH MARK DISK
 PP1261_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 PP1261_SP_SET: BRIDGE WALKWAY
 PP1261_STAMPING: 2785 AQ 1970
 PP1261_MARK LOGO: MNHD
 PP1261_MAGNETIC: N = NO MAGNETIC MATERIAL
 PP1261_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PP1261_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 PP1261+SATELLITE: SATELLITE OBSERVATIONS - April 04, 2018
 PP1261
 PP1261  HISTORY     - Date     Condition        Report By
 PP1261  HISTORY     - 1970     MONUMENTED       MNHD
 PP1261  HISTORY     - 1970     GOOD             MNDT
 PP1261  HISTORY     - 1987     GOOD             MNDT
 PP1261  HISTORY     - 1990     GOOD             USPSQD
 PP1261  HISTORY     - 20010729 GOOD             USPSQD
 PP1261  HISTORY     - 20040925 GOOD             USPSQD
 PP1261  HISTORY     - 20050613 GOOD             MNDT
 PP1261  HISTORY     - 20070815 GOOD             MNDT
 PP1261  HISTORY     - 20111018 GOOD             MNDT
 PP1261  HISTORY     - 20180404 GOOD             MNDT
 PP1261
 PP1261                          STATION DESCRIPTION
 PP1261
 PP1261'DESCRIBED BY MN DEPT OF TRANSP 1970
 PP1261'IN BLOOMINGTON.
 PP1261'MARK IS LOCATED ABOUT 1.0 MILE EAST OF THE JUNCTION OF THE FAI 494 AND
 PP1261'FAI 35W IN BLOOMINGTON, IN THE SOUTHEAST CORNER OF BRIDGE NO. 9077,
 PP1261'COUNTY ROAD 52 (NICOLLET AVENUE) OVER FAI 494.  CORNER OF NE 1/4, SEC
 PP1261'3, T 27N, R 24W.
 PP1261
 PP1261                          STATION RECOVERY (1987)
 PP1261
 PP1261'RECOVERY NOTE BY MN DEPT OF TRANSP 1987
 PP1261'RECOVERED IN GOOD CONDITION.
 PP1261
 PP1261                          STATION RECOVERY (1990)
 PP1261
 PP1261'RECOVERY NOTE BY US POWER SQUADRON 1990 (BJJ)
 PP1261'RECOVERED IN GOOD CONDITION.
 PP1261
 PP1261                          STATION RECOVERY (2001)
 PP1261
 PP1261'RECOVERY NOTE BY US POWER SQUADRON 2001 (BC)
 PP1261'RECOVERED IN GOOD CONDITION.
 PP1261
 PP1261                          STATION RECOVERY (2004)
 PP1261
 PP1261'RECOVERY NOTE BY US POWER SQUADRON 2004 (JRD)
 PP1261'RECOVERED IN GOOD CONDITION AS DESCRIBED. SPSPS JRD.
 PP1261
 PP1261                          STATION RECOVERY (2005)
 PP1261
 PP1261'RECOVERY NOTE BY MN DEPT OF TRANSP 2005 (MPP)
 PP1261'AT BLOOMINGTON, 1.0 MILES EAST OF JUNCTION OF INTERSTATE HIGHWAY 35W
 PP1261'AND INTERSTATE HIGHWAY 494, IN SIDEWALK AT SOUTHEAST CORNER OF
 PP1261'INTERSTATE HIGHWAY 494 BRIDGE 9077 (NICOLLET AVENUE OVER INTERSTATE
 PP1261'HIGHWAY 494), AT INTERSTAE HIGHWAY 494 MILEPOINT 4.50
 PP1261
 PP1261                          STATION RECOVERY (2007)
 PP1261
 PP1261'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (JJB)
 PP1261'THE MARK IS LOCATED ABOUT 9.5 MI (15.3 KM) EAST OF EDEN PRAIRIE, 8.2
 PP1261'MI (13.2 KM) SOUTH OF MINNEAPOLIS AND 1.7 MI (2.7 KM) NORTHEAST OF
 PP1261'BLOOMINGTON.
 PP1261'
 PP1261'TO REACH TO THE MARK AT BLOOMINGTON, GO 1.0 MI (1.6 KM) EAST OF THE
 PP1261'JUNCTION OF INTERSTATE HIGHWAY 35W AND INTERSTATE HIGHWAY 494, IN
 PP1261'SIDEWALK AT SOUTHEAST CORNER OF INTERSTATE HIGHWAY 494 BRIDGE 9077
 PP1261'(NICOLLET AVENUE OVER INTERSTATE HIGHWAY 494), AT INTERSTATE HIGHWAY
 PP1261'494 MI (794.8 KM) POINT 4.50.
 PP1261
 PP1261                          STATION RECOVERY (2011)
 PP1261
 PP1261'RECOVERY NOTE BY MN DEPT OF TRANSP 2011 (DAS)
 PP1261'RECOVERED AS DESCRIBED.
 PP1261
 PP1261                          STATION RECOVERY (2018)
 PP1261
 PP1261'RECOVERY NOTE BY MN DEPT OF TRANSP 2018 (MPG)
 PP1261'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 PP1262 ***********************************************************************
 PP1262  DESIGNATION -  2785 AR
 PP1262  PID         -  PP1262
 PP1262  STATE/COUNTY-  MN/HENNEPIN
 PP1262  COUNTRY     -  US
 PP1262  USGS QUAD   -  BLOOMINGTON (2019)
 PP1262
 PP1262                         *CURRENT SURVEY CONTROL
 PP1262  ______________________________________________________________________
 PP1262* NAD 83(1986) POSITION- 44 51 40.36   (N) 093 16 27.75   (W)   HD_HELD1
 PP1262* NAVD 88 ORTHO HEIGHT -   255.609 (meters)      838.61  (feet) ADJUSTED
 PP1262  ______________________________________________________________________
 PP1262  GEOID HEIGHT    -        -27.146 (meters)                     GEOID18
 PP1262  DYNAMIC HEIGHT  -        255.601 (meters)      838.58  (feet) COMP
 PP1262  MODELED GRAVITY -    980,579.9   (mgal)                       NAVD 88
 PP1262
 PP1262  VERT ORDER      -  SECOND    CLASS I
 PP1262
 PP1262.The horizontal coordinates were determined by differentially corrected
 PP1262.hand held GPS observations or other comparable positioning techniques
 PP1262.and have an estimated accuracy of +/- 3 meters.
 PP1262
 PP1262.The orthometric height was determined by differential leveling and
 PP1262.adjusted by the NATIONAL GEODETIC SURVEY
 PP1262.in September 2013.
 PP1262
 PP1262.Significant digits in the geoid height do not necessarily reflect accuracy.
 PP1262.GEOID18 height accuracy estimate available here.
 PP1262
 PP1262.Click photographs - Photos may exist for this station.
 PP1262
 PP1262.The dynamic height is computed by dividing the NAVD 88
 PP1262.geopotential number by the normal gravity value computed on the
 PP1262.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP1262.degrees latitude (g = 980.6199 gals.).
 PP1262
 PP1262.The modeled gravity was interpolated from observed gravity values.
 PP1262
 PP1262;                    North         East    Units  Estimated Accuracy
 PP1262;SPC MN S     -   307,058.4     857,347.1     MT  (+/- 3 meters HH1 GPS) 
 PP1262
 PP1262_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK7832267569(NAD 83)
 PP1262
 PP1262                          SUPERSEDED SURVEY CONTROL
 PP1262
 PP1262  NAVD 88 (06/15/91)  255.606  (m)          838.60   (f) SUPERSEDED  2 0
 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
 PP1262.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PP1262.See file dsdata.pdf to determine how the superseded data were derived.
 PP1262
 PP1262_MARKER: DB = BENCH MARK DISK
 PP1262_SETTING: 30 = SET IN A LIGHT STRUCTURE
 PP1262_SP_SET: FOOTING
 PP1262_STAMPING: 2785 AR 1970
 PP1262_MARK LOGO: MNHD
 PP1262_MAGNETIC: N = NO MAGNETIC MATERIAL
 PP1262_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PP1262_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 PP1262+SATELLITE: SATELLITE OBSERVATIONS - April 04, 2018
 PP1262
 PP1262  HISTORY     - Date     Condition        Report By
 PP1262  HISTORY     - 19700401 MONUMENTED       MNHD
 PP1262  HISTORY     - 1970     GOOD             MNDT
 PP1262  HISTORY     - 1990     GOOD             USPSQD
 PP1262  HISTORY     - 20010729 GOOD             USPSQD
 PP1262  HISTORY     - 20040925 GOOD             USPSQD
 PP1262  HISTORY     - 20070815 GOOD             MNDT
 PP1262  HISTORY     - 20111019 GOOD             MNDT
 PP1262  HISTORY     - 20180404 GOOD             MNDT
 PP1262
 PP1262                          STATION DESCRIPTION
 PP1262
 PP1262'DESCRIBED BY MN DEPT OF TRANSP 1970
 PP1262'IN BLOOMINGTON.
 PP1262'MARK IS LOCATED ABOUT 1.4 MILES EAST OF THE JUNCTION OF FAI 494 AND
 PP1262'FAI 35W IN BLOOMINGTON IN THE SOUTHEAST CORNER OF THE SOUTH FOOTING OF
 PP1262'A PEDESTRIAN BRIDGE OVER FAI 494.  CORNER OF NE 1/4, SEC 3, T 27N, R
 PP1262'24W.
 PP1262
 PP1262                          STATION RECOVERY (1990)
 PP1262
 PP1262'RECOVERY NOTE BY US POWER SQUADRON 1990 (BJJ)
 PP1262'RECOVERED IN GOOD CONDITION.
 PP1262
 PP1262                          STATION RECOVERY (2001)
 PP1262
 PP1262'RECOVERY NOTE BY US POWER SQUADRON 2001 (BC)
 PP1262'RECOVERED IN GOOD CONDITION.
 PP1262
 PP1262                          STATION RECOVERY (2004)
 PP1262
 PP1262'RECOVERY NOTE BY US POWER SQUADRON 2004 (JRD)
 PP1262'RECOVERED IN GOOD CONDITION AS DESCRIBED. SPSPS. JRD.
 PP1262
 PP1262                          STATION RECOVERY (2007)
 PP1262
 PP1262'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (JJB)
 PP1262'THE MARK IS LOCATED ABOUT 9.7 MI (15.6 KM) EAST OF EDEN PRAIRIE, 8.2
 PP1262'MI (13.2 KM) SOUTH OF MINNEAPOLIS AND 1.8 MI (2.9 KM) NORTHEAST OF
 PP1262'BLOOMINGTON.
 PP1262'
 PP1262'TO REACH TO THE MARK AT BLOOMINGTON, GO 1.4 MI (2.3 KM) EAST OF THE
 PP1262'JUNCTION OF INTERSTATE HIGHWAY 35W AND INTERSTATE HIGHWAY 494, IN
 PP1262'SOUTH FOOTING OF PEDESTRIAN BRIDGE 9078 OVER INTERSTATE HIGHWAY 494.
 PP1262
 PP1262                          STATION RECOVERY (2011)
 PP1262
 PP1262'RECOVERY NOTE BY MN DEPT OF TRANSP 2011 (DAS)
 PP1262'THE BENCH MARK IS LOCATED ABOUT 15.5 KM (9.6 MI) EAST OF EDEN PRAIRIE,
 PP1262'13.2 KM (8.2 MI) SOUTH OF MINNEAPOLIS AND 2.9 KM (1.8 MI) NORTHEAST OF
 PP1262'BLOOMINGTON.
 PP1262'
 PP1262'IN BLOOMINGTON, IN FOOTING IN SOUTHEAST CORNER OF EAST 78TH STREET/2ND
 PP1262'AVENUE SOUTH PEDESTRIAN BRIDGE NUMBER 9078 OVER INTERSTATE HIGHWAY
 PP1262'494, 0.8 MI (1.3 KM) EAST ALONG INTERSTATE HIGHWAY 494 FROM THE
 PP1262'JUNCTION OF INTERSTATE HIGHWAY 35W AND INTERSTATE HIGHWAY 494, THEN
 PP1262'0.20 MI (0.3 KM) EAST ON EAST 78TH STREET, THEN 66.0 FT (20.1 M) SOUTH
 PP1262'ON SECOND AVENUE SOUTH.
 PP1262
 PP1262                          STATION RECOVERY (2018)
 PP1262
 PP1262'RECOVERY NOTE BY MN DEPT OF TRANSP 2018 (MPG)
 PP1262'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 AD8827 ***********************************************************************
 AD8827  DESIGNATION -  2785 AW
 AD8827  PID         -  AD8827
 AD8827  STATE/COUNTY-  MN/HENNEPIN
 AD8827  COUNTRY     -  US
 AD8827  USGS QUAD   -  EDEN PRAIRIE (2019)
 AD8827
 AD8827                         *CURRENT SURVEY CONTROL
 AD8827  ______________________________________________________________________
 AD8827* NAD 83(1986) POSITION- 44 51 44.12   (N) 093 25 29.89   (W)   HD_HELD1
 AD8827* NAVD 88 ORTHO HEIGHT -   275.792 (meters)      904.83  (feet) ADJUSTED
 AD8827  ______________________________________________________________________
 AD8827  GEOID HEIGHT    -        -26.917 (meters)                     GEOID18
 AD8827  DYNAMIC HEIGHT  -        275.787 (meters)      904.81  (feet) COMP
 AD8827  MODELED GRAVITY -    980,588.1   (mgal)                       NAVD 88
 AD8827
 AD8827  VERT ORDER      -  SECOND    CLASS I
 AD8827
 AD8827.The horizontal coordinates were determined by differentially corrected
 AD8827.hand held GPS observations or other comparable positioning techniques
 AD8827.and have an estimated accuracy of +/- 3 meters.
 AD8827
 AD8827.The orthometric height was determined by differential leveling and
 AD8827.adjusted by the NATIONAL GEODETIC SURVEY
 AD8827.in November 1999.
 AD8827
 AD8827.No vertical observational check was made to the station.
 AD8827
 AD8827.Significant digits in the geoid height do not necessarily reflect accuracy.
 AD8827.GEOID18 height accuracy estimate available here.
 AD8827
 AD8827.Click photographs - Photos may exist for this station.
 AD8827
 AD8827.The dynamic height is computed by dividing the NAVD 88
 AD8827.geopotential number by the normal gravity value computed on the
 AD8827.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AD8827.degrees latitude (g = 980.6199 gals.).
 AD8827
 AD8827.The modeled gravity was interpolated from observed gravity values.
 AD8827
 AD8827;                    North         East    Units  Estimated Accuracy
 AD8827;SPC MN S     -   307,079.8     845,444.8     MT  (+/- 3 meters HH1 GPS) 
 AD8827
 AD8827_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK6642567736(NAD 83)
 AD8827
 AD8827                          SUPERSEDED SURVEY CONTROL
 AD8827
 AD8827  NAVD 88 (09/23/97)  275.796  (m)          904.84   (f) SUPERSEDED  2 1
 AD8827
 AD8827.Superseded values are not recommended for survey control.
 AD8827
 AD8827.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AD8827.See file dsdata.pdf to determine how the superseded data were derived.
 AD8827
 AD8827_MARKER: DH = HORIZONTAL CONTROL DISK
 AD8827_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 AD8827_SP_SET: BRIDGE WALKWAY
 AD8827_STAMPING: 2785 AW 1984
 AD8827_MARK LOGO: MNDT
 AD8827_MAGNETIC: N = NO MAGNETIC MATERIAL
 AD8827_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AD8827_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AD8827+SATELLITE: SATELLITE OBSERVATIONS - September 10, 2013
 AD8827
 AD8827  HISTORY     - Date     Condition        Report By
 AD8827  HISTORY     - 19840601 MONUMENTED       MNDT
 AD8827  HISTORY     - 19930218 GOOD             MNDT
 AD8827  HISTORY     - 20060928 GOOD             USPSQD
 AD8827  HISTORY     - 20070313 GOOD             MNDT
 AD8827  HISTORY     - 20070723 GOOD             MNDT
 AD8827  HISTORY     - 20130910 GOOD             MNDT
 AD8827
 AD8827                          STATION DESCRIPTION
 AD8827
 AD8827'DESCRIBED BY MN DEPT OF TRANSP 1984 (EGS)
 AD8827'THE MARK IS LOCATED IN THE CITY OF EDEN PRAIRIE, IN THE NE 1/4 OF
 AD8827'SECTION 14, T116N, R22W, AT THE JUNCTION OF TRUNK HIGHWAY 169/212 AND
 AD8827'INTERSTATE HIGHWAY 494 IN EDEN PRAIRIE, AT HIGHWAY 169 MILEPOINT
 AD8827'118.7, AND 0.5 FOOT WEST OF A CHAIN LINK FENCE.  THE MARK A STANDARD
 AD8827'MNDT HORIZONTAL CONTROL MONUMENT DISK STAMPED---2785 AW 1984---, IS
 AD8827'SET IN THE ABUTMENT AT THE SOUTHEAST CORNER OF BRIDGE NUMBER 27762
 AD8827'(TRUNK HIGHWAY 169/212 OVER FAI-494).  THIS MARK REPLACES BENCH MARK
 AD8827'2785 AE WHICH WAS DESTROYED.
 AD8827
 AD8827                          STATION RECOVERY (1993)
 AD8827
 AD8827'RECOVERY NOTE BY MN DEPT OF TRANSP 1993 (HTS)
 AD8827'RECOVERED AS DESCRIBED.
 AD8827
 AD8827                          STATION RECOVERY (2006)
 AD8827
 AD8827'RECOVERY NOTE BY US POWER SQUADRON 2006 (REA)
 AD8827'RECOVERED IN GOOD CONDITION.
 AD8827
 AD8827                          STATION RECOVERY (2007)
 AD8827
 AD8827'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (FAD)
 AD8827'RECOVERED AS DESCRIBED.
 AD8827
 AD8827                          STATION RECOVERY (2007)
 AD8827
 AD8827'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (PJG)
 AD8827'THE MARK IS LOCATED ABOUT 6.4 MI (10.3 KM) WEST-NORTHWEST OF
 AD8827'BLOOMINGTON, 4.7 MI (7.6 KM) SOUTH-SOUTHEAST OF HOPKINS AND 2.3 MI
 AD8827'(3.7 KM) EAST-NORTHEAST OF EDEN PRAIRIE.
 AD8827'
 AD8827'TO REACH TO THE MARK AT EDEN PRAIRIE, AT THE JUNCTION OF TRUNK HIGHWAY
 AD8827'494-TH 212 AND INTERSTATE HIGHWAY 494, GO 0.5 FT (0.2 M) WEST OF CHAIN
 AD8827'LINK FENCE, IN SOUTHEAST CORNER OF TRUNK HIGHWAY 212 BRIDGE 27762 OVER
 AD8827'INTERSTATE HIGHWAY 494, AT TRUNK HIGHWAY.
 AD8827
 AD8827                          STATION RECOVERY (2013)
 AD8827
 AD8827'RECOVERY NOTE BY MN DEPT OF TRANSP 2013 (MAS)
 AD8827'THE STATION IS LOCATED ABOUT 6.4 MI (10.3 KM) WEST-NORTHWEST OF
 AD8827'BLOOMINGTON, 4.7 MI (7.6 KM) SOUTH-SOUTHEAST OF HOPKINS AND 2.3 MI
 AD8827'(3.7 KM) EAST-NORTHEAST OF EDEN PRAIRIE.
 AD8827'
 AD8827'TO REACH THE MARK GO 0.75 MI (1.2 KM) WEST ALONG INTERSTATE HIGHWAY
 AD8827'494 FROM THE JUNCTION OF INTERSTATE HIGHWAY 494 AND TRUNK HIGHWAY 169,
 AD8827'THEN 0.77 MI (1.2 KM) NORTHWEST ALONG OFF RAMP TO FLYING CLOUD DRIVE,
 AD8827'THEN 0.08 MI (0.1 KM) WEST-SOUTHWEST ALONG FLYING CLOUD DRIVE (COUNTY
 AD8827'ROAD 61).
 AD8827'
 AD8827'IT IS 0.5 FT (15 CM) WEST OF CHAIN LINK FENCE, IN SOUTHEAST CORNER OF
 AD8827'TRUNK HIGHWAY 212 BRIDGE NUMBER 27762 OVER INTERSTATE HIGHWAY 494.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 AD8828 ***********************************************************************
 AD8828  DESIGNATION -  2785 AX
 AD8828  PID         -  AD8828
 AD8828  STATE/COUNTY-  MN/HENNEPIN
 AD8828  COUNTRY     -  US
 AD8828  USGS QUAD   -  EDEN PRAIRIE (2019)
 AD8828
 AD8828                         *CURRENT SURVEY CONTROL
 AD8828  ______________________________________________________________________
 AD8828* NAD 83(1986) POSITION- 44 52 06.59   (N) 093 25 55.27   (W)   HD_HELD1
 AD8828* NAVD 88 ORTHO HEIGHT -   275.473 (meters)      903.78  (feet) ADJUSTED
 AD8828  ______________________________________________________________________
 AD8828  GEOID HEIGHT    -        -26.904 (meters)                     GEOID18
 AD8828  DYNAMIC HEIGHT  -        275.467 (meters)      903.76  (feet) COMP
 AD8828  MODELED GRAVITY -    980,586.2   (mgal)                       NAVD 88
 AD8828
 AD8828  VERT ORDER      -  SECOND    CLASS I
 AD8828
 AD8828.The horizontal coordinates were determined by differentially corrected
 AD8828.hand held GPS observations or other comparable positioning techniques
 AD8828.and have an estimated accuracy of +/- 3 meters.
 AD8828
 AD8828.The orthometric height was determined by differential leveling and
 AD8828.adjusted by the NATIONAL GEODETIC SURVEY
 AD8828.in September 1997.
 AD8828
 AD8828.Significant digits in the geoid height do not necessarily reflect accuracy.
 AD8828.GEOID18 height accuracy estimate available here.
 AD8828
 AD8828.Click photographs - Photos may exist for this station.
 AD8828
 AD8828.The dynamic height is computed by dividing the NAVD 88
 AD8828.geopotential number by the normal gravity value computed on the
 AD8828.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AD8828.degrees latitude (g = 980.6199 gals.).
 AD8828
 AD8828.The modeled gravity was interpolated from observed gravity values.
 AD8828
 AD8828;                    North         East    Units  Estimated Accuracy
 AD8828;SPC MN S     -   307,769.5     844,882.8     MT  (+/- 3 meters HH1 GPS) 
 AD8828
 AD8828_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK6587268433(NAD 83)
 AD8828
 AD8828                          SUPERSEDED SURVEY CONTROL
 AD8828
 AD8828.No superseded survey control is available for this station.
 AD8828
 AD8828_MARKER: DV = VERTICAL CONTROL DISK
 AD8828_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AD8828_SP_SET: BRIDGE RAILING
 AD8828_STAMPING: 2785 AX 1984
 AD8828_MARK LOGO: MNHD
 AD8828_MAGNETIC: N = NO MAGNETIC MATERIAL
 AD8828_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AD8828_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AD8828+SATELLITE: SATELLITE OBSERVATIONS - September 10, 2013
 AD8828
 AD8828  HISTORY     - Date     Condition        Report By
 AD8828  HISTORY     - 19840601 MONUMENTED       MNHD
 AD8828  HISTORY     - 19930203 GOOD             MNDT
 AD8828  HISTORY     - 20060928 GOOD             USPSQD
 AD8828  HISTORY     - 20070313 GOOD             MNDT
 AD8828  HISTORY     - 20070723 GOOD             MNDT
 AD8828  HISTORY     - 20130910 GOOD             MNDT
 AD8828
 AD8828                          STATION DESCRIPTION
 AD8828
 AD8828'DESCRIBED BY MN HIGHWAY DEPT 1984 (EGS)
 AD8828'THE MARK IS LOCATED IN THE CITY OF EDEN PRAIRIE, IN THE SW 1/4 OF
 AD8828'SECTION 11, T116N, R22W, 0.3 MILE NORTH ALONG INTERSTATE HIGHWAY 494
 AD8828'FROM ITS JUNCTION WITH TRUNK HIGHWAY 5 IN EDEN PRAIRIE.  THE MARK, A
 AD8828'STANDARD MNDT VERTICAL CONTROL MONUMENT DISK STAMPED---2785 AX
 AD8828'1984---, IS SET IN THE ABUTMENT AT THE SOUTHEAST CORNER OF BRIDGE
 AD8828'NUMBER 27761 (HENNEPIN COUNTY ROAD 39 OVER FAI-494). THIS MARK
 AD8828'REPLACES BENCH MARK 2785 AC WHICH WAS DESTROYED.
 AD8828
 AD8828                          STATION RECOVERY (1993)
 AD8828
 AD8828'RECOVERY NOTE BY MN DEPT OF TRANSP 1993 (HTS)
 AD8828'RECOVERED AS DESCRIBED.
 AD8828
 AD8828                          STATION RECOVERY (2006)
 AD8828
 AD8828'RECOVERY NOTE BY US POWER SQUADRON 2006 (REA)
 AD8828'RECOVERED IN GOOD CONDITION.
 AD8828
 AD8828                          STATION RECOVERY (2007)
 AD8828
 AD8828'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (FAD)
 AD8828'RECOVERED AS DESCRIBED.
 AD8828
 AD8828                          STATION RECOVERY (2007)
 AD8828
 AD8828'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (PJG)
 AD8828'THE MARK IS LOCATED ABOUT 6.7 MI (10.8 KM) NORTHEAST OF SHAKOPEE, 4.2
 AD8828'MI (6.8 KM) SOUTH-SOUTHEAST OF HOPKINS AND 2.1 MI (3.4 KM)
 AD8828'EAST-NORTHEAST OF EDEN PRAIRIE.
 AD8828'
 AD8828'TO REACH TO THE MARK AT EDEN PRAIRIE, GO 0.3 MI (0.5 KM) NORTH OF THE
 AD8828'JUNCTION OF INTERSTATE HIGHWAY 494 AND TRUNK HIGHWAY 5, IN SOUTHEAST
 AD8828'CORNER OF COUNTY ROAD 39 (VALLEY VIEW ROAD) BRIDGE 27761 OVER
 AD8828'INTERSTATE HIGHWAY 494.
 AD8828
 AD8828                          STATION RECOVERY (2013)
 AD8828
 AD8828'RECOVERY NOTE BY MN DEPT OF TRANSP 2013 (MAS)
 AD8828'IN EDEN PRAIRIE, IN BRIDGE ABUTMENT IN SOUTHEAST CORNER OF VALLEY VIEW
 AD8828'ROAD/ COUNTY ROAD 39 BRIDGE NUMBER 27761 OVER INTERSTATE HIGHWAY 494,
 AD8828'0.3 MILE NORTH OF JUNCTION OF INTERSTATE HIGHWAY 494 AND TRUNK HIGHWAY
 AD8828'5, 0.63 MILE WEST-NORTHWEST ALONG VALLEY VIEW ROAD FROM JUNCTION OF
 AD8828'VALLEY VIEW ROAD AND TRUNK HIGHWAY 212, 16.8 FEET SOUTH OF VALLEY VIEW
 AD8828'ROAD.  NO EXIT TO VALLEY VIEW ROAD/ COUNTY ROAD 39 FROM INTERSTATE
 AD8828'HIGHWAY 494.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 AH4390 ***********************************************************************
 AH4390  DESIGNATION -  2785 AY
 AH4390  PID         -  AH4390
 AH4390  STATE/COUNTY-  MN/HENNEPIN
 AH4390  COUNTRY     -  US
 AH4390  USGS QUAD   -  SAINT PAUL SW (2019)
 AH4390
 AH4390                         *CURRENT SURVEY CONTROL
 AH4390  ______________________________________________________________________
 AH4390* NAD 83(1986) POSITION- 44 51 43.15   (N) 093 13 21.31   (W)   HD_HELD1
 AH4390* NAVD 88 ORTHO HEIGHT -   252.954 (meters)      829.90  (feet) ADJUSTED
 AH4390  ______________________________________________________________________
 AH4390  GEOID HEIGHT    -        -27.245 (meters)                     GEOID18
 AH4390  DYNAMIC HEIGHT  -        252.946 (meters)      829.87  (feet) COMP
 AH4390  MODELED GRAVITY -    980,577.0   (mgal)                       NAVD 88
 AH4390
 AH4390  VERT ORDER      -  SECOND    CLASS I
 AH4390
 AH4390.The horizontal coordinates were determined by differentially corrected
 AH4390.hand held GPS observations or other comparable positioning techniques
 AH4390.and have an estimated accuracy of +/- 3 meters.
 AH4390
 AH4390.The orthometric height was determined by differential leveling and
 AH4390.adjusted by the NATIONAL GEODETIC SURVEY
 AH4390.in September 2013.
 AH4390
 AH4390.Significant digits in the geoid height do not necessarily reflect accuracy.
 AH4390.GEOID18 height accuracy estimate available here.
 AH4390
 AH4390.Click photographs - Photos may exist for this station.
 AH4390
 AH4390.The dynamic height is computed by dividing the NAVD 88
 AH4390.geopotential number by the normal gravity value computed on the
 AH4390.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH4390.degrees latitude (g = 980.6199 gals.).
 AH4390
 AH4390.The modeled gravity was interpolated from observed gravity values.
 AH4390
 AH4390;                    North         East    Units  Estimated Accuracy
 AH4390;SPC MN S     -   307,182.2     861,439.1     MT  (+/- 3 meters HH1 GPS) 
 AH4390
 AH4390_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK8241467643(NAD 83)
 AH4390
 AH4390                          SUPERSEDED SURVEY CONTROL
 AH4390
 AH4390  NAVD 88 (06/08/00)  252.946  (m)          829.87   (f) SUPERSEDED  2 1
 AH4390
 AH4390.Superseded values are not recommended for survey control.
 AH4390
 AH4390.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH4390.See file dsdata.pdf to determine how the superseded data were derived.
 AH4390
 AH4390_MARKER: DV = VERTICAL CONTROL DISK
 AH4390_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 AH4390_SP_SET: ABUTMENT
 AH4390_STAMPING: 2785 AY 1988
 AH4390_MARK LOGO: MNDT
 AH4390_PROJECTION: FLUSH
 AH4390_MAGNETIC: N = NO MAGNETIC MATERIAL
 AH4390_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AH4390_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AH4390+SATELLITE: SATELLITE OBSERVATIONS - October 25, 2011
 AH4390
 AH4390  HISTORY     - Date     Condition        Report By
 AH4390  HISTORY     - 1988     MONUMENTED       MNDT
 AH4390  HISTORY     - 20041006 GOOD             USPSQD
 AH4390  HISTORY     - 20070815 GOOD             MNDT
 AH4390  HISTORY     - 20100519 GOOD             MNDT
 AH4390  HISTORY     - 20111025 GOOD             MNDT
 AH4390
 AH4390                          STATION DESCRIPTION
 AH4390
 AH4390'DESCRIBED BY MN DEPT OF TRANSP 1988 (OCO)
 AH4390'THE MARK IS LOCATED IN THE CITY OF BLOOMINGTON, AT THE INTERSTATE
 AH4390'HIGHWAY 494 BRIDGE (AT MILEPOINT 1.6) OVER 34TH AVENUE, AND IN THE NW
 AH4390'1/4 OF SECTION 6, T27N, R23W.  THE MARK, A STANDARD MNDT VERTICAL
 AH4390'CONTROL MONUMENT STAMPED---2785 AY 1988---, IS SET IN THE ABUTMENT AT
 AH4390'THE SOUTHEAST CORNER OF THE BRIDGE (NUMBER 27765).  THE MARK IS 13.5
 AH4390'FEET SOUTH OF THE EASTBOUND CENTERLINE OF THE HIGHWAY AND 0.8 FOOT
 AH4390'SOUTH OF THE SOUTH FACE OF THE BRIDGE CORNER.
 AH4390
 AH4390                          STATION RECOVERY (2004)
 AH4390
 AH4390'RECOVERY NOTE BY US POWER SQUADRON 2004 (JRD)
 AH4390'RECOVERED IN GOOD CONDITION AS DESCRIBED. SPSPS JRD.
 AH4390
 AH4390                          STATION RECOVERY (2007)
 AH4390
 AH4390'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (VWC)
 AH4390'THE MARK IS LOCATED ABOUT 8.5 MI (13.7 KM) SOUTHWEST OF SAINT PAUL,
 AH4390'8.4 MI (13.5 KM) SOUTH-SOUTHEAST OF MINNEAPOLIS AND 4.0 MI (6.4 KM)
 AH4390'EAST-NORTHEAST OF BLOOMINGTON.
 AH4390'
 AH4390'TO REACH TO THE MARK AT BLOOMINGTON, AT INTERSTATE HIGHWAY 494 MI
 AH4390'(794.8 KM) POINT 1.6, IN SOUTHEAST CORNER OF INTERSTATE HIGHWAY 494
 AH4390'BRIDGE 27765 OVER 34TH AVENUE, GO 13.5 FT (4.1 M) SOUTH OF EASTBOUND
 AH4390'INTERSTATE HIGHWAY 494, GO 0.8 FT (0.2 M) SOUTH OF SOUTH FACE OF
 AH4390'BRIDGE CORNER.
 AH4390
 AH4390                          STATION RECOVERY (2010)
 AH4390
 AH4390'RECOVERY NOTE BY MN DEPT OF TRANSP 2010 (KMS)
 AH4390'RECOVERED AS DESCRIBED.
 AH4390
 AH4390                          STATION RECOVERY (2011)
 AH4390
 AH4390'RECOVERY NOTE BY MN DEPT OF TRANSP 2011 (DAS)
 AH4390'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 AH4391 ***********************************************************************
 AH4391  DESIGNATION -  2785 AZ
 AH4391  PID         -  AH4391
 AH4391  STATE/COUNTY-  MN/HENNEPIN
 AH4391  COUNTRY     -  US
 AH4391  USGS QUAD   -  SAINT PAUL SW (2019)
 AH4391
 AH4391                         *CURRENT SURVEY CONTROL
 AH4391  ______________________________________________________________________
 AH4391* NAD 83(1986) POSITION- 44 51 42.04   (N) 093 12 50.16   (W)   HD_HELD1
 AH4391* NAVD 88 ORTHO HEIGHT -   252.632 (meters)      828.84  (feet) ADJUSTED
 AH4391  ______________________________________________________________________
 AH4391  GEOID HEIGHT    -        -27.264 (meters)                     GEOID18
 AH4391  DYNAMIC HEIGHT  -        252.624 (meters)      828.82  (feet) COMP
 AH4391  MODELED GRAVITY -    980,576.6   (mgal)                       NAVD 88
 AH4391
 AH4391  VERT ORDER      -  SECOND    CLASS I
 AH4391
 AH4391.The horizontal coordinates were determined by differentially corrected
 AH4391.hand held GPS observations or other comparable positioning techniques
 AH4391.and have an estimated accuracy of +/- 3 meters.
 AH4391
 AH4391.The orthometric height was determined by differential leveling and
 AH4391.adjusted by the NATIONAL GEODETIC SURVEY
 AH4391.in September 2013.
 AH4391
 AH4391.Significant digits in the geoid height do not necessarily reflect accuracy.
 AH4391.GEOID18 height accuracy estimate available here.
 AH4391
 AH4391.Click photographs - Photos may exist for this station.
 AH4391
 AH4391.The dynamic height is computed by dividing the NAVD 88
 AH4391.geopotential number by the normal gravity value computed on the
 AH4391.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH4391.degrees latitude (g = 980.6199 gals.).
 AH4391
 AH4391.The modeled gravity was interpolated from observed gravity values.
 AH4391
 AH4391;                    North         East    Units  Estimated Accuracy
 AH4391;SPC MN S     -   307,154.4     862,123.2     MT  (+/- 3 meters HH1 GPS) 
 AH4391
 AH4391_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK8309867606(NAD 83)
 AH4391
 AH4391                          SUPERSEDED SURVEY CONTROL
 AH4391
 AH4391  NAVD 88 (06/08/00)  252.630  (m)          828.84   (f) SUPERSEDED  2 1
 AH4391
 AH4391.Superseded values are not recommended for survey control.
 AH4391
 AH4391.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH4391.See file dsdata.pdf to determine how the superseded data were derived.
 AH4391
 AH4391_MARKER: DV = VERTICAL CONTROL DISK
 AH4391_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AH4391_SP_SET: BRIDGE RAILING
 AH4391_STAMPING: 2785 AZ 1988
 AH4391_MARK LOGO: MNDT
 AH4391_MAGNETIC: N = NO MAGNETIC MATERIAL
 AH4391_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AH4391_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AH4391+SATELLITE: SATELLITE OBSERVATIONS - October 26, 2011
 AH4391
 AH4391  HISTORY     - Date     Condition        Report By
 AH4391  HISTORY     - 1988     MONUMENTED       MNDT
 AH4391  HISTORY     - 20041006 GOOD             USPSQD
 AH4391  HISTORY     - 20070815 GOOD             MNDT
 AH4391  HISTORY     - 20100519 GOOD             MNDT
 AH4391  HISTORY     - 20111026 GOOD             MNDT
 AH4391
 AH4391                          STATION DESCRIPTION
 AH4391
 AH4391'DESCRIBED BY MN DEPT OF TRANSP 1988 (OCO)
 AH4391'THE MARK IS LOCATED IN THE CITY OF BLOOMINGTON, AT THE 34TH AVENUE
 AH4391'RAMP CONNECTOR BRIDGE OVER THE TRUNK HIGHWAY 5 CONNECTOR TO EASTBOUND
 AH4391'INTERSTATE HIGHWAY 494 , AT HIGHWAY 494 MILEPOINT 1.2, AND IN THE NE
 AH4391'1/4 OF SECTION 6, T27N, R23W.  THE MARK, A STANDARD MNDT VERTICAL
 AH4391'CONTROL MONUMENT STAMPED---2785 AZ 1988---, IS SET IN THE TOP OF THE
 AH4391'RAILING AT THE SOUTHEAST CORNER OF THE BRIDGE (NUMBER 27764).  THE
 AH4391'MARK IS 49.6 FEET WEST OF THE SOUTHEAST CORNER OF THE SOUTH BRIDGE
 AH4391'RAILING  AND 14.5 FEET SOUTH OF THE CENTER OF THE RAMP.
 AH4391
 AH4391                          STATION RECOVERY (2004)
 AH4391
 AH4391'RECOVERY NOTE BY US POWER SQUADRON 2004 (JRD)
 AH4391'RECOVERED IN GOOD CONDITION AS DESCRIBED. SPSPS JRD
 AH4391
 AH4391                          STATION RECOVERY (2007)
 AH4391
 AH4391'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (VWC)
 AH4391'THE MARK IS LOCATED ABOUT 8.5 MI (13.7 KM) WEST OF INVER GROVE
 AH4391'HEIGHTS, 8.2 MI (13.2 KM) SOUTHWEST OF SAINT PAUL AND 4.4 MI (7.1 KM)
 AH4391'EAST-NORTHEAST OF BLOOMINGTON.
 AH4391'
 AH4391'TO REACH TO THE MARK AT BLOOMINGTON, IN THE TOP OF RAILING AT
 AH4391'SOUTHEAST CORNER OF 34TH AVENUE RAMP CONNECTOR BRIDGE 27764 TO
 AH4391'EASTBOUND INTERSTATE HIGHWAY 494, GO 14.5 FT (4.4 M) SOUTH OF RAMP,
 AH4391'THEN GO 49.6 FT (15.1 M) WEST OF THE SOUTHEAST CORNER OF BRIDGE
 AH4391'RAILING.
 AH4391
 AH4391                          STATION RECOVERY (2010)
 AH4391
 AH4391'RECOVERY NOTE BY MN DEPT OF TRANSP 2010 (KMS)
 AH4391'RECOVERED AS DESCRIBED.
 AH4391
 AH4391                          STATION RECOVERY (2011)
 AH4391
 AH4391'RECOVERY NOTE BY MN DEPT OF TRANSP 2011 (DAS)
 AH4391'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 AH4392 ***********************************************************************
 AH4392  DESIGNATION -  2785 BA
 AH4392  PID         -  AH4392
 AH4392  STATE/COUNTY-  MN/HENNEPIN
 AH4392  COUNTRY     -  US
 AH4392  USGS QUAD   -  SAINT PAUL SW (2019)
 AH4392
 AH4392                         *CURRENT SURVEY CONTROL
 AH4392  ______________________________________________________________________
 AH4392* NAD 83(1986) POSITION- 44 51 43.06   (N) 093 12 51.56   (W)   HD_HELD1
 AH4392* NAVD 88 ORTHO HEIGHT -   251.614 (meters)      825.50  (feet) ADJUSTED
 AH4392  ______________________________________________________________________
 AH4392  GEOID HEIGHT    -        -27.263 (meters)                     GEOID18
 AH4392  DYNAMIC HEIGHT  -        251.606 (meters)      825.48  (feet) COMP
 AH4392  MODELED GRAVITY -    980,576.6   (mgal)                       NAVD 88
 AH4392
 AH4392  VERT ORDER      -  SECOND    CLASS I
 AH4392
 AH4392.The horizontal coordinates were determined by differentially corrected
 AH4392.hand held GPS observations or other comparable positioning techniques
 AH4392.and have an estimated accuracy of +/- 3 meters.
 AH4392
 AH4392.The orthometric height was determined by differential leveling and
 AH4392.adjusted by the NATIONAL GEODETIC SURVEY
 AH4392.in June 2000.
 AH4392
 AH4392.Significant digits in the geoid height do not necessarily reflect accuracy.
 AH4392.GEOID18 height accuracy estimate available here.
 AH4392
 AH4392.Click photographs - Photos may exist for this station.
 AH4392
 AH4392.The dynamic height is computed by dividing the NAVD 88
 AH4392.geopotential number by the normal gravity value computed on the
 AH4392.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH4392.degrees latitude (g = 980.6199 gals.).
 AH4392
 AH4392.The modeled gravity was interpolated from observed gravity values.
 AH4392
 AH4392;                    North         East    Units  Estimated Accuracy
 AH4392;SPC MN S     -   307,185.6     862,092.2     MT  (+/- 3 meters HH1 GPS) 
 AH4392
 AH4392_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK8306767638(NAD 83)
 AH4392
 AH4392                          SUPERSEDED SURVEY CONTROL
 AH4392
 AH4392.No superseded survey control is available for this station.
 AH4392
 AH4392_MARKER: DV = VERTICAL CONTROL DISK
 AH4392_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AH4392_SP_SET: BRIDGE RAILING
 AH4392_STAMPING: 2785 BA 1988
 AH4392_MARK LOGO: MNDT
 AH4392_MAGNETIC: N = NO MAGNETIC MATERIAL
 AH4392_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AH4392_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AH4392+SATELLITE: SATELLITE OBSERVATIONS - October 26, 2011
 AH4392
 AH4392  HISTORY     - Date     Condition        Report By
 AH4392  HISTORY     - 1988     MONUMENTED       MNDT
 AH4392  HISTORY     - 20041006 GOOD             USPSQD
 AH4392  HISTORY     - 20070815 GOOD             MNDT
 AH4392  HISTORY     - 20100519 GOOD             MNDT
 AH4392  HISTORY     - 20111026 GOOD             MNDT
 AH4392
 AH4392                          STATION DESCRIPTION
 AH4392
 AH4392'DESCRIBED BY MN DEPT OF TRANSP 1988 (OCO)
 AH4392'THE MARK IS LOCATED IN THE CITY OF BLOOMINGTON, AT THE EASTBOUND TRUNK
 AH4392'HIGHWAY 5 BRIDGE OVER THE EASTBOUND INTERSTATE HIGHWAY 494 CONNECTOR
 AH4392'LOOP TO EASTBOUND HIGHWAY 5, AT HIGHWAY 494 MILEPOINT 1.2, AND IN THE
 AH4392'NE 1/4 OF SECTION 6, T27N, R23W.  THE MARK, A STANDARD MNDT VERTICAL
 AH4392'CONTROL MONUMENT STAMPED---2785 BA 1988---, IS SET IN THE TOP OF THE
 AH4392'RAILING AT THE SOUTHEAST CORNER OF THE BRIDGE (NUMBER 27766).  THE
 AH4392'MARK IS 29.0 FEET WEST OF THE SOUTHEAST CORNER OF THE SOUTH BRIDGE
 AH4392'RAILING  AND 25.0 FEET SOUTH OF THE CENTERLINE OF EASTBOUND HIGHWAY 5.
 AH4392
 AH4392                          STATION RECOVERY (2004)
 AH4392
 AH4392'RECOVERY NOTE BY US POWER SQUADRON 2004 (JRD)
 AH4392'RECOVERED IN GOOD CONDITION AS DESCRIBED. SPSPS JRD.
 AH4392
 AH4392                          STATION RECOVERY (2007)
 AH4392
 AH4392'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (VWC)
 AH4392'AT BLOOMINGTON, IN TOP OF RAILING AT SOUTHEAST CORNER OF EASTBOUND
 AH4392'TRUNK HIGHWAY 5 BRIDGE 27766 OVER EASTBOUND INTERSTATE HIGHWAY 494
 AH4392'CONNECTOR LOOP TO EASTBOUND TRUNK HIGHWAY 5, 25.0 FEET SOUTH OF
 AH4392'EASTBOUND TRUNK HIGHWAY 5, 29.0 FEET WEST OF SOUTHEAST CORNER OF SOUTH
 AH4392'BRIDGE RAILING.
 AH4392
 AH4392                          STATION RECOVERY (2010)
 AH4392
 AH4392'RECOVERY NOTE BY MN DEPT OF TRANSP 2010 (KMS)
 AH4392'RECOVERED AS DESCRIBED.
 AH4392
 AH4392                          STATION RECOVERY (2011)
 AH4392
 AH4392'RECOVERY NOTE BY MN DEPT OF TRANSP 2011 (DAS)
 AH4392'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 QO0581 ***********************************************************************
 QO0581  DESIGNATION -  2785 BB
 QO0581  PID         -  QO0581
 QO0581  STATE/COUNTY-  MN/HENNEPIN
 QO0581  COUNTRY     -  US
 QO0581  USGS QUAD   -  OSSEO (2019)
 QO0581
 QO0581                         *CURRENT SURVEY CONTROL
 QO0581  ______________________________________________________________________
 QO0581* NAD 83(1986) POSITION- 45 02 47.98   (N) 093 27 07.78   (W)   HD_HELD1
 QO0581* NAVD 88 ORTHO HEIGHT -   294.212 (meters)      965.26  (feet) ADJUSTED
 QO0581  ______________________________________________________________________
 QO0581  GEOID HEIGHT    -        -27.195 (meters)                     GEOID18
 QO0581  DYNAMIC HEIGHT  -        294.205 (meters)      965.24  (feet) COMP
 QO0581  MODELED GRAVITY -    980,583.7   (mgal)                       NAVD 88
 QO0581
 QO0581  VERT ORDER      -  SECOND    CLASS I
 QO0581
 QO0581.The horizontal coordinates were determined by differentially corrected
 QO0581.hand held GPS observations or other comparable positioning techniques
 QO0581.and have an estimated accuracy of +/- 3 meters.
 QO0581
 QO0581.The orthometric height was determined by differential leveling and
 QO0581.adjusted by the NATIONAL GEODETIC SURVEY
 QO0581.in June 1991.
 QO0581
 QO0581.Significant digits in the geoid height do not necessarily reflect accuracy.
 QO0581.GEOID18 height accuracy estimate available here.
 QO0581
 QO0581.Click photographs - Photos may exist for this station.
 QO0581
 QO0581.The dynamic height is computed by dividing the NAVD 88
 QO0581.geopotential number by the normal gravity value computed on the
 QO0581.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QO0581.degrees latitude (g = 980.6199 gals.).
 QO0581
 QO0581.The modeled gravity was interpolated from observed gravity values.
 QO0581
 QO0581;                    North         East    Units  Estimated Accuracy
 QO0581;SPC MN S     -   327,556.8     843,158.6     MT  (+/- 3 meters HH1 GPS) 
 QO0581
 QO0581_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK6439188233(NAD 83)
 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
 QO0581.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QO0581.See file dsdata.pdf to determine how the superseded data were derived.
 QO0581
 QO0581_MARKER: DB = BENCH MARK DISK
 QO0581_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 QO0581_SP_SET: BRIDGE ABUTMENT
 QO0581_STAMPING: 2785-BB
 QO0581_MARK LOGO: MNHD
 QO0581_MAGNETIC: N = NO MAGNETIC MATERIAL
 QO0581_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QO0581_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 QO0581+SATELLITE: SATELLITE OBSERVATIONS - September 12, 2013
 QO0581
 QO0581  HISTORY     - Date     Condition        Report By
 QO0581  HISTORY     - 19700401 MONUMENTED       MNHD
 QO0581  HISTORY     - 19991107 GOOD             USPSQD
 QO0581  HISTORY     - 20041118 GOOD             USPSQD
 QO0581  HISTORY     - 20070926 GOOD             MNDT
 QO0581  HISTORY     - 20080528 GOOD             MNDT
 QO0581  HISTORY     - 20130912 GOOD             MNDT
 QO0581
 QO0581                          STATION DESCRIPTION
 QO0581
 QO0581'DESCRIBED BY MN HIGHWAY DEPT 1970
 QO0581'IN PLYMOUTH.
 QO0581'MARK IS LOCATED IN THE SOUTHEAST CORNER OF BRIDGE NO. 27976.  FAI 494
 QO0581'NORTHBOUND OVER THE SOO LINE RAILROAD TRACKS, ABOUT 2.3 MILES NORTH OF
 QO0581'TH 55.  NW 1/4 SECTION 10, T 118 N, R 22 W.
 QO0581
 QO0581                          STATION RECOVERY (1999)
 QO0581
 QO0581'RECOVERY NOTE BY US POWER SQUADRON 1999
 QO0581'RECOVERED IN GOOD CONDITION.
 QO0581
 QO0581                          STATION RECOVERY (2004)
 QO0581
 QO0581'RECOVERY NOTE BY US POWER SQUADRON 2004 (NDM)
 QO0581'RECOVERED IN GOOD CONDITION.
 QO0581
 QO0581                          STATION RECOVERY (2007)
 QO0581
 QO0581'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (WEF)
 QO0581'THE MARK IS LOCATED ABOUT 8.4 MI (13.5 KM) NORTH OF HOPKINS, 5.6 MI
 QO0581'(9.0 KM) SOUTH-SOUTHWEST OF OSSEO AND 3.6 MI (5.8 KM) EAST OF HAMEL.
 QO0581'TO REACH TO THE MARK AT PLYMOUTH, 2.3 MI (3.7 KM) NORTH OF THE
 QO0581'JUNCTION OF INTERSTATE HIGHWAY 494 AND TRUNK HIGHWAY 55, IN SOUTHEAST
 QO0581'CORNER OF INTERSTATE HIGHWAY 494 NORTHBOUND BRIDGE 27976 OVER
 QO0581'RAILROAD.
 QO0581
 QO0581                          STATION RECOVERY (2008)
 QO0581
 QO0581'RECOVERY NOTE BY MN DEPT OF TRANSP 2008 (PJG)
 QO0581'RECOVERED AS DESCRIBED.
 QO0581
 QO0581                          STATION RECOVERY (2013)
 QO0581
 QO0581'RECOVERY NOTE BY MN DEPT OF TRANSP 2013 (KMS)
 QO0581'IN PLYMOUTH, IN BRIDGE ABUTMENT IN SOUTHEAST CORNER OF NORTHBOUND
 QO0581'INTERSTATE HIGHWAY 494 BRIDGE NUMBER 27976 OVER RAILROAD TRACKS, 2.6
 QO0581'MILES NORTH ALONG INTERSTATE HIGHWAY 494 FROM JUNCTION OF INTERSTATE
 QO0581'HIGHWAY 494 AND TRUNK HIGHWAY 55, AT INTERSTATE HIGHWAY 494 MILEPOINT
 QO0581'24.75.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 AH4411 ***********************************************************************
 AH4411  DESIGNATION -  2785 BC
 AH4411  PID         -  AH4411
 AH4411  STATE/COUNTY-  MN/HENNEPIN
 AH4411  COUNTRY     -  US
 AH4411  USGS QUAD   -  SAINT PAUL SW (2019)
 AH4411
 AH4411                         *CURRENT SURVEY CONTROL
 AH4411  ______________________________________________________________________
 AH4411* NAD 83(1986) POSITION- 44 51 47.13   (N) 093 12 51.15   (W)   HD_HELD1
 AH4411* NAVD 88 ORTHO HEIGHT -   247.527 (meters)      812.09  (feet) ADJUSTED
 AH4411  ______________________________________________________________________
 AH4411  GEOID HEIGHT    -        -27.262 (meters)                     GEOID18
 AH4411  DYNAMIC HEIGHT  -        247.518 (meters)      812.07  (feet) COMP
 AH4411  MODELED GRAVITY -    980,576.7   (mgal)                       NAVD 88
 AH4411
 AH4411  VERT ORDER      -  SECOND    CLASS I
 AH4411
 AH4411.The horizontal coordinates were determined by differentially corrected
 AH4411.hand held GPS observations or other comparable positioning techniques
 AH4411.and have an estimated accuracy of +/- 3 meters.
 AH4411
 AH4411.The orthometric height was determined by differential leveling and
 AH4411.adjusted by the NATIONAL GEODETIC SURVEY
 AH4411.in September 2013.
 AH4411
 AH4411.Significant digits in the geoid height do not necessarily reflect accuracy.
 AH4411.GEOID18 height accuracy estimate available here.
 AH4411
 AH4411.Click photographs - Photos may exist for this station.
 AH4411
 AH4411.The dynamic height is computed by dividing the NAVD 88
 AH4411.geopotential number by the normal gravity value computed on the
 AH4411.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH4411.degrees latitude (g = 980.6199 gals.).
 AH4411
 AH4411.The modeled gravity was interpolated from observed gravity values.
 AH4411
 AH4411;                    North         East    Units  Estimated Accuracy
 AH4411;SPC MN S     -   307,311.3     862,100.0     MT  (+/- 3 meters HH1 GPS) 
 AH4411
 AH4411_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK8307667764(NAD 83)
 AH4411
 AH4411                          SUPERSEDED SURVEY CONTROL
 AH4411
 AH4411  NAVD 88 (06/08/00)  247.522  (m)          812.08   (f) SUPERSEDED  2 1
 AH4411
 AH4411.Superseded values are not recommended for survey control.
 AH4411
 AH4411.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH4411.See file dsdata.pdf to determine how the superseded data were derived.
 AH4411
 AH4411_MARKER: DB = BENCH MARK DISK
 AH4411_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AH4411_SP_SET: BRIDGE RAILING
 AH4411_STAMPING: 2785 BC 1988
 AH4411_MARK LOGO: MNDT
 AH4411_MAGNETIC: N = NO MAGNETIC MATERIAL
 AH4411_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AH4411_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH4411+SATELLITE: SATELLITE OBSERVATIONS - October 26, 2011
 AH4411
 AH4411  HISTORY     - Date     Condition        Report By
 AH4411  HISTORY     - 1988     MONUMENTED       MNDT
 AH4411  HISTORY     - 20041006 GOOD             USPSQD
 AH4411  HISTORY     - 20070815 GOOD             MNDT
 AH4411  HISTORY     - 20100519 GOOD             MNDT
 AH4411  HISTORY     - 20111026 GOOD             MNDT
 AH4411
 AH4411                          STATION DESCRIPTION
 AH4411
 AH4411'DESCRIBED BY MN DEPT OF TRANSP 1988 (OCO)
 AH4411'THE MARK IS LOCATED IN THE CITY OF ST. PAUL, IN THE BRIDGE CARRYING
 AH4411'THE INTERSTATE HIGHWAY 494 WESTBOUND EXIT RAMP TO 34TH AVENUE OVER THE
 AH4411'WESTBOUND HIGHWAY 494 CONNECTOR TO TRUNK HIGHWAY 5, AND IS IN THE SE
 AH4411'1/4 OF SECTION 31, T28N, R23W.  THE MARK, A STANDARD MNDT VERTICAL
 AH4411'CONTROL MONUMENT DISK STAMPED---2785 BC 1988---, IS SET IN THE TOP OF
 AH4411'THE RAILING AT THE SOUTHEAST CORNER OF THE BRIDGE (NUMBER 27769). THE
 AH4411'MARK IS 15.5 FEET SOUTH OF THE CENTERLINE OF THE RAMP AND 30.3 FEET
 AH4411'WEST OF THE SOUTHEAST CORNER OF THE BRIDGE.
 AH4411
 AH4411                          STATION RECOVERY (2004)
 AH4411
 AH4411'RECOVERY NOTE BY US POWER SQUADRON 2004 (JRD)
 AH4411'RECOVERED IN GOOD CONDITION AS DESCRIBED WITH THE FOLLOWING CHANGE.
 AH4411'REMOVE - IN THE CITY OF ST. PAUL - FROM THE DESCRIPTION. SPSPS JRD.
 AH4411
 AH4411                          STATION RECOVERY (2007)
 AH4411
 AH4411'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (JJB)
 AH4411'THE MARK IS LOCATED ABOUT 8.4 MI (13.5 KM) SOUTH-SOUTHEAST OF
 AH4411'MINNEAPOLIS, 8.2 MI (13.2 KM) SOUTHWEST OF SAINT PAUL AND 4.4 MI (7.1
 AH4411'KM) EAST-NORTHEAST OF BLOOMINGTON.
 AH4411'
 AH4411'TO REACH TO THE MARK NEAR NORTHEAST PART OF BLOOMINGTON, IN THE TOP OF
 AH4411'RAILING OF INTERSTATE HIGHWAY 494 WESTBOUND EXIT RAMP TO 34TH AVENUE
 AH4411'BRIDGE 27769 OVER WESTBOUND LANE OF INTERSTATE HIGHWAY 494 CONNECTOR
 AH4411'TO TRUNK HIGHWAY 5, GO 15.5 FT (4.7 M) SOUTH OF RAMP, 30.3 FT (9.2 M)
 AH4411'WEST OF THE SOUTHEAST CORNER OF BRIDGE.
 AH4411
 AH4411                          STATION RECOVERY (2010)
 AH4411
 AH4411'RECOVERY NOTE BY MN DEPT OF TRANSP 2010 (KMS)
 AH4411'RECOVERED AS DESCRIBED.
 AH4411
 AH4411                          STATION RECOVERY (2011)
 AH4411
 AH4411'RECOVERY NOTE BY MN DEPT OF TRANSP 2011 (DAS)
 AH4411'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DJ2302 ***********************************************************************
 DJ2302  DESIGNATION -  2785 BC 1
 DJ2302  PID         -  DJ2302
 DJ2302  STATE/COUNTY-  MN/HENNEPIN
 DJ2302  COUNTRY     -  US
 DJ2302  USGS QUAD   -  HOPKINS (2019)
 DJ2302
 DJ2302                         *CURRENT SURVEY CONTROL
 DJ2302  ______________________________________________________________________
 DJ2302* NAD 83(1986) POSITION- 44 58 17.43   (N) 093 27 37.67   (W)   HD_HELD1
 DJ2302* NAVD 88 ORTHO HEIGHT -   299.196 (meters)      981.61  (feet) ADJUSTED
 DJ2302  ______________________________________________________________________
 DJ2302  GEOID HEIGHT    -        -26.926 (meters)                     GEOID18
 DJ2302  DYNAMIC HEIGHT  -        299.192 (meters)      981.60  (feet) COMP
 DJ2302  MODELED GRAVITY -    980,595.9   (mgal)                       NAVD 88
 DJ2302
 DJ2302  VERT ORDER      -  SECOND    CLASS I
 DJ2302
 DJ2302.The horizontal coordinates were determined by differentially corrected
 DJ2302.hand held GPS observations or other comparable positioning techniques
 DJ2302.and have an estimated accuracy of +/- 3 meters.
 DJ2302
 DJ2302.The orthometric height was determined by differential leveling and
 DJ2302.adjusted by the NATIONAL GEODETIC SURVEY
 DJ2302.in May 2010.
 DJ2302
 DJ2302.Significant digits in the geoid height do not necessarily reflect accuracy.
 DJ2302.GEOID18 height accuracy estimate available here.
 DJ2302
 DJ2302.Click photographs - Photos may exist for this station.
 DJ2302
 DJ2302.The dynamic height is computed by dividing the NAVD 88
 DJ2302.geopotential number by the normal gravity value computed on the
 DJ2302.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ2302.degrees latitude (g = 980.6199 gals.).
 DJ2302
 DJ2302.The modeled gravity was interpolated from observed gravity values.
 DJ2302
 DJ2302;                    North         East    Units  Estimated Accuracy
 DJ2302;SPC MN S     -   319,201.0     842,559.6     MT  (+/- 3 meters HH1 GPS) 
 DJ2302
 DJ2302_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK6369079888(NAD 83)
 DJ2302
 DJ2302                          SUPERSEDED SURVEY CONTROL
 DJ2302
 DJ2302.No superseded survey control is available for this station.
 DJ2302
 DJ2302_MARKER: DV = VERTICAL CONTROL DISK
 DJ2302_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DJ2302_SP_SET: BRIDGE RAILING
 DJ2302_STAMPING: 2785 BC 1 1988
 DJ2302_MARK LOGO: MNDT
 DJ2302_MAGNETIC: N = NO MAGNETIC MATERIAL
 DJ2302_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DJ2302_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DJ2302+SATELLITE: SATELLITE OBSERVATIONS - September 11, 2013
 DJ2302
 DJ2302  HISTORY     - Date     Condition        Report By
 DJ2302  HISTORY     - 19881006 MONUMENTED       MNDT
 DJ2302  HISTORY     - 1993     GOOD             MNDT
 DJ2302  HISTORY     - 19930607 GOOD             MNDT
 DJ2302  HISTORY     - 20080703 GOOD             MNDT
 DJ2302  HISTORY     - 20130911 GOOD             MNDT
 DJ2302
 DJ2302                          STATION DESCRIPTION
 DJ2302
 DJ2302'DESCRIBED BY MN DEPT OF TRANSP 1993
 DJ2302'THE MARK IS LOCATED IN THE CITY OF MINNETONKA, AT THE JUNCTION OF
 DJ2302'INTERSTATE HIGHWAY 394 AND TRUNK HIGHWAY 12 WITH INTERSTATE HIGHWAY
 DJ2302'494 AND IN THE SE 1/4 OF SECTION 3, T117N, R22W.  THE MARK, A STANDARD
 DJ2302'MNDT ALUMINUM VERTICAL CONTROL MONUMENT DISK STAMPED---2785 BC 1
 DJ2302'1988---, IS SET IN THE TOP OF THE BRIDGE RAIL (ABUTMENT) AT THE
 DJ2302'NORTHEAST CORNER OF BRIDGE 27830 (SOUTHBOUND INTERSTATE HIGHWAY 494
 DJ2302'OVER INTERSTATE HIGHWAY 394 AND TRUNK HIGHWAY 12).  NOTE--IN 1988,
 DJ2302'DISK WAS STAMPED--2785 BC 1988-- WHICH ALREADY EXISTED IN THE SAME
 DJ2302'COUNTY.  IN 1993, MNDT RE-STAMPED AND RE-NAMED IT TO 2785 BC 1.
 DJ2302
 DJ2302                          STATION RECOVERY (1993)
 DJ2302
 DJ2302'RECOVERY NOTE BY MN DEPT OF TRANSP 1993 (WAS)
 DJ2302'THE MARK IS LOCATED ABOUT 7.0 MI (11.3 KM) NORTHEAST OF EXCELSIOR, 5.8
 DJ2302'MI (9.3 KM) SOUTH-SOUTHEAST OF HAMEL AND 3.2 MI (5.2 KM) NORTH OF
 DJ2302'HOPKINS IN THE TOWN OF MINNETONKA, IN THE NORTHWEST QUADRANT OF THE
 DJ2302'JUNCTION OF FAI 394 AND FAI 494, AT FAI 494 MILEPOST 19.5.
 DJ2302
 DJ2302                          STATION RECOVERY (2008)
 DJ2302
 DJ2302'RECOVERY NOTE BY MN DEPT OF TRANSP 2008 (DAS)
 DJ2302'RECOVERED AS DESCRIBED.
 DJ2302
 DJ2302                          STATION RECOVERY (2013)
 DJ2302
 DJ2302'RECOVERY NOTE BY MN DEPT OF TRANSP 2013 (KMS)
 DJ2302'IN MINNETONKA, IN BRIDGE RAILING IN NORTHEAST CORNER OF SOUTHBOUND
 DJ2302'INTERSTATE HIGHWAY 494 BRIDGE NUMBER 27830 OVER INTERSTATE HIGHWAY
 DJ2302'394/ TRUNK HIGHWAY 12, AT INTERSTATE HIGHWAY 494 MILEPOINT 19.5.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 AH4412 ***********************************************************************
 AH4412  DESIGNATION -  2785 BD
 AH4412  PID         -  AH4412
 AH4412  STATE/COUNTY-  MN/HENNEPIN
 AH4412  COUNTRY     -  US
 AH4412  USGS QUAD   -  SAINT PAUL SW (2019)
 AH4412
 AH4412                         *CURRENT SURVEY CONTROL
 AH4412  ______________________________________________________________________
 AH4412* NAD 83(1986) POSITION- 44 51 47.18   (N) 093 12 38.17   (W)   HD_HELD1
 AH4412* NAVD 88 ORTHO HEIGHT -   247.792 (meters)      812.96  (feet) ADJUSTED
 AH4412  ______________________________________________________________________
 AH4412  GEOID HEIGHT    -        -27.270 (meters)                     GEOID18
 AH4412  DYNAMIC HEIGHT  -        247.784 (meters)      812.94  (feet) COMP
 AH4412  MODELED GRAVITY -    980,576.7   (mgal)                       NAVD 88
 AH4412
 AH4412  VERT ORDER      -  SECOND    CLASS I
 AH4412
 AH4412.The horizontal coordinates were determined by differentially corrected
 AH4412.hand held GPS observations or other comparable positioning techniques
 AH4412.and have an estimated accuracy of +/- 3 meters.
 AH4412
 AH4412.The orthometric height was determined by differential leveling and
 AH4412.adjusted by the NATIONAL GEODETIC SURVEY
 AH4412.in June 2000.
 AH4412
 AH4412.Significant digits in the geoid height do not necessarily reflect accuracy.
 AH4412.GEOID18 height accuracy estimate available here.
 AH4412
 AH4412.Click photographs - Photos may exist for this station.
 AH4412
 AH4412.The dynamic height is computed by dividing the NAVD 88
 AH4412.geopotential number by the normal gravity value computed on the
 AH4412.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH4412.degrees latitude (g = 980.6199 gals.).
 AH4412
 AH4412.The modeled gravity was interpolated from observed gravity values.
 AH4412
 AH4412;                    North         East    Units  Estimated Accuracy
 AH4412;SPC MN S     -   307,315.6     862,384.9     MT  (+/- 3 meters HH1 GPS) 
 AH4412
 AH4412_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK8336167764(NAD 83)
 AH4412
 AH4412                          SUPERSEDED SURVEY CONTROL
 AH4412
 AH4412.No superseded survey control is available for this station.
 AH4412
 AH4412_MARKER: DV = VERTICAL CONTROL DISK
 AH4412_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AH4412_SP_SET: BRIDGE RAILING
 AH4412_STAMPING: 2785 BD 1988
 AH4412_MARK LOGO: MNHD
 AH4412_PROJECTION: FLUSH
 AH4412_MAGNETIC: N = NO MAGNETIC MATERIAL
 AH4412_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AH4412_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AH4412+SATELLITE: SATELLITE OBSERVATIONS - June 12, 2014
 AH4412
 AH4412  HISTORY     - Date     Condition        Report By
 AH4412  HISTORY     - 19881006 MONUMENTED       MNHD
 AH4412  HISTORY     - 20041006 GOOD             USPSQD
 AH4412  HISTORY     - 20070814 GOOD             MNDT
 AH4412  HISTORY     - 20100519 GOOD             MNDT
 AH4412  HISTORY     - 20140612 GOOD             MNDT
 AH4412
 AH4412                          STATION DESCRIPTION
 AH4412
 AH4412'DESCRIBED BY MN HIGHWAY DEPT 1988 (OCO)
 AH4412'THE MARK IS LOCATED IN THE CITY OF ST. PAUL, AT THE BRIDGE CARRYING
 AH4412'WESTBOUND TRUNK HIGHWAY 5 OVER THE WESTBOUND INTERSTATE HIGHWAY 494
 AH4412'EXIT RAMP TO 34TH AVENUE AND THE CONNECTOR TO NORTHBOUND TRUNK HIGHWAY
 AH4412'5, AND IS IN THE SE 1/4 OF SECTION 31, T28N, R23W.  THE MARK, A
 AH4412'STANDARD MNDT VERTICAL CONTROL MONUMENT DISK STAMPED---2785 BD
 AH4412'1988---, IS SET IN THE TOP OF THE RAILING AT THE SOUTHWEST CORNER OF
 AH4412'THE BRIDGE (NUMBER 27983).  THE MARK IS 18.5 FEET SOUTH - SOUTHEAST OF
 AH4412'THE CENTERLINE OF WESTBOUND HIGHWAY 5 AND 93.0 FEET EAST - NORTHEAST
 AH4412'OF THE SOUTHWEST CORNER OF THE BRIDGE.
 AH4412
 AH4412                          STATION RECOVERY (2004)
 AH4412
 AH4412'RECOVERY NOTE BY US POWER SQUADRON 2004 (JRD)
 AH4412'RECOVERED IN GOOD CONDITION AS DESCRIBED WITH THE FOLLOWING CHANGE.
 AH4412'REMOVE - IN THE CITY OF ST. PAUL - FROM THE DESCRIPTION. SPSPS JRD.
 AH4412
 AH4412                          STATION RECOVERY (2007)
 AH4412
 AH4412'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (BLB)
 AH4412'THE MARK IS LOCATED ABOUT 8.3 MI (13.4 KM) WEST OF INVER GROVE
 AH4412'HEIGHTS, 8.1 MI (13.0 KM) SOUTHWEST OF SAINT PAUL AND 4.6 MI (7.4 KM)
 AH4412'EAST-NORTHEAST OF BLOOMINGTON.
 AH4412'
 AH4412'TO REACH TO THE MARK NEAR NORTHEAST PART OF BLOOMINGTON, IN THE TOP OF
 AH4412'RAILING IN SOUTHWEST CORNER OF WESTBOUND TRUNK HIGHWAY 5 BRIDGE 27983
 AH4412'OVER WESTBOUND INTERSTATE HIGHWAY 494 EXIT RAMP TO 34TH AVENUE AND
 AH4412'CONNECTOR TO NORTHBOUND TRUNK HIGHWAY 5, GO 18.5 FT (5.6 M)
 AH4412'SOUTH-SOUTHEAST OF WESTBOUND TRUNK HIGHWAY 5, 93.0 FT (28.3 M)
 AH4412'EAST-NORTHEAST OF THE SOUTHWEST CORNER OF BRIDGE.
 AH4412
 AH4412                          STATION RECOVERY (2010)
 AH4412
 AH4412'RECOVERY NOTE BY MN DEPT OF TRANSP 2010 (KMS)
 AH4412'RECOVERED AS DESCRIBED.
 AH4412
 AH4412                          STATION RECOVERY (2014)
 AH4412
 AH4412'RECOVERY NOTE BY MN DEPT OF TRANSP 2014 (DAS)
 AH4412'8.3 MI (13.4 KM) WEST OF INVER GROVE HEIGHTS, 8.1 MI (13.0 KM)
 AH4412'SOUTHWEST OF SAINT PAUL AND 4.6 MI (7.4 KM) EAST-NORTHEAST PART OF
 AH4412'BLOOMINGTON, IN THE TOP OF RAILING IN SOUTHWEST CORNER OF WESTBOUND
 AH4412'TRUNK HIGHWAY 5 BRIDGE NUMBER 27983 OVER WESTBOUND INTERSTATE HIGHWAY
 AH4412'494 EXIT RAMP TO 34TH AVENUE AND CONNECTOR TO NORTHBOUND TRUNK HIGHWAY
 AH4412'5, 18.5 FT (5.6 M) SOUTH-SOUTHEAST OF WESTBOUND TRUNK HIGHWAY 5, 93.0
 AH4412'FT (28.3 M) EAST-NORTHEAST OF THE SOUTHWEST CORNER OF BRIDGE.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DJ2303 ***********************************************************************
 DJ2303  DESIGNATION -  2785 BD 1
 DJ2303  PID         -  DJ2303
 DJ2303  STATE/COUNTY-  MN/HENNEPIN
 DJ2303  COUNTRY     -  US
 DJ2303  USGS QUAD   -  HOPKINS (2019)
 DJ2303
 DJ2303                         *CURRENT SURVEY CONTROL
 DJ2303  ______________________________________________________________________
 DJ2303* NAD 83(1986) POSITION- 44 58 14.57   (N) 093 27 36.57   (W)   HD_HELD1
 DJ2303* NAVD 88 ORTHO HEIGHT -   299.991 (meters)      984.22  (feet) ADJUSTED
 DJ2303  ______________________________________________________________________
 DJ2303  GEOID HEIGHT    -        -26.924 (meters)                     GEOID18
 DJ2303  DYNAMIC HEIGHT  -        299.988 (meters)      984.21  (feet) COMP
 DJ2303  MODELED GRAVITY -    980,595.9   (mgal)                       NAVD 88
 DJ2303
 DJ2303  VERT ORDER      -  SECOND    CLASS I
 DJ2303
 DJ2303.The horizontal coordinates were determined by differentially corrected
 DJ2303.hand held GPS observations or other comparable positioning techniques
 DJ2303.and have an estimated accuracy of +/- 3 meters.
 DJ2303
 DJ2303.The orthometric height was determined by differential leveling and
 DJ2303.adjusted by the NATIONAL GEODETIC SURVEY
 DJ2303.in May 2010.
 DJ2303
 DJ2303.Significant digits in the geoid height do not necessarily reflect accuracy.
 DJ2303.GEOID18 height accuracy estimate available here.
 DJ2303
 DJ2303.Click photographs - Photos may exist for this station.
 DJ2303
 DJ2303.The dynamic height is computed by dividing the NAVD 88
 DJ2303.geopotential number by the normal gravity value computed on the
 DJ2303.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ2303.degrees latitude (g = 980.6199 gals.).
 DJ2303
 DJ2303.The modeled gravity was interpolated from observed gravity values.
 DJ2303
 DJ2303;                    North         East    Units  Estimated Accuracy
 DJ2303;SPC MN S     -   319,112.9     842,584.3     MT  (+/- 3 meters HH1 GPS) 
 DJ2303
 DJ2303_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK6371479800(NAD 83)
 DJ2303
 DJ2303                          SUPERSEDED SURVEY CONTROL
 DJ2303
 DJ2303.No superseded survey control is available for this station.
 DJ2303
 DJ2303_MARKER: DV = VERTICAL CONTROL DISK
 DJ2303_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DJ2303_SP_SET: BRIDGE RAILING
 DJ2303_STAMPING: 2785 BD 1 1988
 DJ2303_MARK LOGO: MNDT
 DJ2303_MAGNETIC: N = NO MAGNETIC MATERIAL
 DJ2303_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DJ2303_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DJ2303+SATELLITE: SATELLITE OBSERVATIONS - September 11, 2013
 DJ2303
 DJ2303  HISTORY     - Date     Condition        Report By
 DJ2303  HISTORY     - 19881006 MONUMENTED       MNDT
 DJ2303  HISTORY     - 1993     GOOD             MNDT
 DJ2303  HISTORY     - 19930607 GOOD             MNDT
 DJ2303  HISTORY     - 20080703 GOOD             MNDT
 DJ2303  HISTORY     - 20130911 GOOD             MNDT
 DJ2303
 DJ2303                          STATION DESCRIPTION
 DJ2303
 DJ2303'DESCRIBED BY MN DEPT OF TRANSP 1993
 DJ2303'THE MARK IS LOCATED IN THE CITY OF MINNETONKA, AT THE JUNCTION OF
 DJ2303'INTERSTATE HIGHWAY 394 AND TRUNK HIGHWAY 12 WITH INTERSTATE HIGHWAY
 DJ2303'494 AND IN THE SE 1/4 OF SECTION 3, T117N, R22W.  THE MARK, A STANDARD
 DJ2303'MNDT ALUMINUM VERTICAL CONTROL MONUMENT DISK STAMPED---2785 BD 1
 DJ2303'1988---, IS SET IN THE TOP OF THE BRIDGE RAIL (ABUTMENT) AT THE
 DJ2303'SOUTHEAST CORNER OF BRIDGE 27829 (NORTHBOUND INTERSTATE HIGHWAY 494
 DJ2303'OVER INTERSTATE HIGHWAY 394 AND TRUNK HIGHWAY 12).  NOTE--IN 1988,
 DJ2303'DISK WAS STAMPED--2785 BD 1988-- WHICH ALREADY EXISTED IN THE SAME
 DJ2303'COUNTY.  IN 1993, MNDT RE-STAMPED AND RE-NAMED IT TO 2785 BD 1.
 DJ2303
 DJ2303                          STATION RECOVERY (1993)
 DJ2303
 DJ2303'RECOVERY NOTE BY MN DEPT OF TRANSP 1993 (WAS)
 DJ2303'THE MARK IS LOCATED ABOUT 6.8 MI (11.0 KM) NORTHEAST OF EXCELSIOR, 6.0
 DJ2303'MI (9.7 KM) SOUTH-SOUTHEAST OF HAMEL AND 2.9 MI (4.7 KM) NORTH OF
 DJ2303'HOPKINS IN THE TOWN OF MINNETONKA, IN THE RAILING AT THE SOUTHEAST
 DJ2303'CORNER FAI 494 BRIDGE NUMBER 27829 OVER FAI 394, AT FAI 494 MILEPOST
 DJ2303'19.5, AT THE JUNCTION OF FAI 494 AND FAI 394.
 DJ2303
 DJ2303                          STATION RECOVERY (2008)
 DJ2303
 DJ2303'RECOVERY NOTE BY MN DEPT OF TRANSP 2008 (DAS)
 DJ2303'RECOVERED AS DESCRIBED.
 DJ2303
 DJ2303                          STATION RECOVERY (2013)
 DJ2303
 DJ2303'RECOVERY NOTE BY MN DEPT OF TRANSP 2013 (MAS)
 DJ2303'IN MINNETONKA, IN BRIDGE RAILING IN SOUTHEAST CORNER OF NORTHBOUND
 DJ2303'INTERSTATE HIGHWAY 494 BRIDGE NUMBER 27829 OVER INTERSTATE HIGHWAY
 DJ2303'394, AT JUNCTION OF INTERSTATE HIGHWAY 494 AND INTERSTATE HIGHWAY 394
 DJ2303'EAST AND TRUNK HIGHWAY 12 WEST, AT INTERSTATE HIGHWAY 494 MILEPOINT
 DJ2303'19.5.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 AH4387 ***********************************************************************
 AH4387  DESIGNATION -  2785 BE
 AH4387  PID         -  AH4387
 AH4387  STATE/COUNTY-  MN/HENNEPIN
 AH4387  COUNTRY     -  US
 AH4387  USGS QUAD   -  SAINT PAUL SW (2019)
 AH4387
 AH4387                         *CURRENT SURVEY CONTROL
 AH4387  ______________________________________________________________________
 AH4387* NAD 83(1986) POSITION- 44 51 43.04   (N) 093 14 52.09   (W)   HD_HELD1
 AH4387* NAVD 88 ORTHO HEIGHT -   255.160 (meters)      837.14  (feet) ADJUSTED
 AH4387  ______________________________________________________________________
 AH4387  GEOID HEIGHT    -        -27.195 (meters)                     GEOID18
 AH4387  DYNAMIC HEIGHT  -        255.152 (meters)      837.11  (feet) COMP
 AH4387  MODELED GRAVITY -    980,578.1   (mgal)                       NAVD 88
 AH4387
 AH4387  VERT ORDER      -  SECOND    CLASS I
 AH4387
 AH4387.The horizontal coordinates were determined by differentially corrected
 AH4387.hand held GPS observations or other comparable positioning techniques
 AH4387.and have an estimated accuracy of +/- 3 meters.
 AH4387
 AH4387.The orthometric height was determined by differential leveling and
 AH4387.adjusted by the NATIONAL GEODETIC SURVEY
 AH4387.in June 2000.
 AH4387
 AH4387.No vertical observational check was made to the station.
 AH4387
 AH4387.Significant digits in the geoid height do not necessarily reflect accuracy.
 AH4387.GEOID18 height accuracy estimate available here.
 AH4387
 AH4387.Click photographs - Photos may exist for this station.
 AH4387
 AH4387.The dynamic height is computed by dividing the NAVD 88
 AH4387.geopotential number by the normal gravity value computed on the
 AH4387.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH4387.degrees latitude (g = 980.6199 gals.).
 AH4387
 AH4387.The modeled gravity was interpolated from observed gravity values.
 AH4387
 AH4387;                    North         East    Units  Estimated Accuracy
 AH4387;SPC MN S     -   307,160.1     859,446.3     MT  (+/- 3 meters HH1 GPS) 
 AH4387
 AH4387_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK8042267645(NAD 83)
 AH4387
 AH4387                          SUPERSEDED SURVEY CONTROL
 AH4387
 AH4387.No superseded survey control is available for this station.
 AH4387
 AH4387_MARKER: DV = VERTICAL CONTROL DISK
 AH4387_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 AH4387_SP_SET: BRIDGE ABUTMENT
 AH4387_STAMPING: 2785 BE 1989
 AH4387_MARK LOGO: MNDT
 AH4387_PROJECTION: FLUSH
 AH4387_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AH4387_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AH4387_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AH4387+SATELLITE: SATELLITE OBSERVATIONS - October 12, 2017
 AH4387
 AH4387  HISTORY     - Date     Condition        Report By
 AH4387  HISTORY     - 1989     MONUMENTED       MNDT
 AH4387  HISTORY     - 20031112 GOOD             MNDT
 AH4387  HISTORY     - 20041006 GOOD             USPSQD
 AH4387  HISTORY     - 20070626 GOOD             MNDT
 AH4387  HISTORY     - 20100329 GOOD             MNDT
 AH4387  HISTORY     - 20111020 GOOD             MNDT
 AH4387  HISTORY     - 20171012 GOOD             MNDT
 AH4387
 AH4387                          STATION DESCRIPTION
 AH4387
 AH4387'DESCRIBED BY MN DEPT OF TRANSP 1989 (OCO)
 AH4387'THE MARK IS LOCATED IN THE CITY OF BLOOMINGTON, AT THE SOUTHBOUND
 AH4387'TRUNK HIGHWAY 77 (CEDAR AVENUE) BRIDGE OVER INTERSTATE HIGHWAY 494,
 AH4387'AND IN THE NE 1/4 OF SECTION 2, T27N, R24W.  THE MARK, A STANDARD MNDT
 AH4387'VERTICAL CONTROL MONUMENT DISK STAMPED---2785 BE 1989---, IS SET IN
 AH4387'THE ABUTMENT AT THE SOUTHWEST CORNER OF BRIDGE NUMBER 9081.  THE MARK
 AH4387'IS 25.0 FEET WEST OF THE SOUTHBOUND CENTERLINE OF HIGHWAY 77 AND 0.75
 AH4387'FOOT WEST OF THE SOUTHWEST CORNER OF THE BRIDGE.
 AH4387
 AH4387                          STATION RECOVERY (2003)
 AH4387
 AH4387'RECOVERY NOTE BY MN DEPT OF TRANSP 2003 (MAK)
 AH4387'AT BLOOMINGTON, IN SOUTHWEST CORNER OF SB TRUNK HIGHWAY 77 BRIDGE 9081
 AH4387'OVER INTERSTATE HIGHWAY 494, 25.0 FEET WEST OF SB TRUNK HIGHWAY 77,
 AH4387'0.75 FEET EAST OF SOUTHWEST CORNER OF BRDG
 AH4387
 AH4387                          STATION RECOVERY (2004)
 AH4387
 AH4387'RECOVERY NOTE BY US POWER SQUADRON 2004 (JRD)
 AH4387'RECOVERED IN GOOD CONDITION AS DESCRIBED. SPSPS JRD.
 AH4387
 AH4387                          STATION RECOVERY (2007)
 AH4387
 AH4387'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (BLB)
 AH4387'THE MARK IS LOCATED ABOUT 9.5 MI (15.3 KM) SOUTHWEST OF SAINT PAUL,
 AH4387'8.2 MI (13.2 KM) SOUTH OF MINNEAPOLIS AND 2.9 MI (4.7 KM)
 AH4387'EAST-NORTHEAST OF BLOOMINGTON.
 AH4387'
 AH4387'TO REACH TO THE MARK AT BLOOMINGTON, IN SOUTHWEST CORNER OF SOUTHBOUND
 AH4387'TRUNK HIGHWAY 77 BRIDGE 9081 OVER INTERSTATE HIGHWAY 494, GO 25.0 FT
 AH4387'(7.6 M) WEST OF SOUTHBOUND TRUNK HIGHWAY 77, 0.75 FT (0.2 M) EAST OF
 AH4387'THE SOUTHWEST CORNER OF BRIDGE.
 AH4387
 AH4387                          STATION RECOVERY (2010)
 AH4387
 AH4387'RECOVERY NOTE BY MN DEPT OF TRANSP 2010 (KMS)
 AH4387'RECOVERED AS DESCRIBED.
 AH4387
 AH4387                          STATION RECOVERY (2011)
 AH4387
 AH4387'RECOVERY NOTE BY MN DEPT OF TRANSP 2011 (DAS)
 AH4387'RECOVERED AS DESCRIBED.
 AH4387
 AH4387                          STATION RECOVERY (2017)
 AH4387
 AH4387'RECOVERY NOTE BY MN DEPT OF TRANSP 2017 (MPP)
 AH4387'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DK6934 ***********************************************************************
 DK6934  DESIGNATION -  2785 BF
 DK6934  PID         -  DK6934
 DK6934  STATE/COUNTY-  MN/HENNEPIN
 DK6934  COUNTRY     -  US
 DK6934  USGS QUAD   -  BLOOMINGTON (2019)
 DK6934
 DK6934                         *CURRENT SURVEY CONTROL
 DK6934  ______________________________________________________________________
 DK6934* NAD 83(1986) POSITION- 44 51 43.15   (N) 093 17 55.81   (W)   HD_HELD1
 DK6934* NAVD 88 ORTHO HEIGHT -   260.425 (meters)      854.41  (feet) ADJUSTED
 DK6934  ______________________________________________________________________
 DK6934  GEOID HEIGHT    -        -27.104 (meters)                     GEOID18
 DK6934  DYNAMIC HEIGHT  -        260.417 (meters)      854.38  (feet) COMP
 DK6934  MODELED GRAVITY -    980,581.0   (mgal)                       NAVD 88
 DK6934
 DK6934  VERT ORDER      -  SECOND    CLASS I
 DK6934
 DK6934.The horizontal coordinates were determined by differentially corrected
 DK6934.hand held GPS observations or other comparable positioning techniques
 DK6934.and have an estimated accuracy of +/- 3 meters.
 DK6934
 DK6934.The orthometric height was determined by differential leveling and
 DK6934.adjusted by the NATIONAL GEODETIC SURVEY
 DK6934.in May 2010.
 DK6934
 DK6934.Significant digits in the geoid height do not necessarily reflect accuracy.
 DK6934.GEOID18 height accuracy estimate available here.
 DK6934
 DK6934.Click photographs - Photos may exist for this station.
 DK6934
 DK6934.The dynamic height is computed by dividing the NAVD 88
 DK6934.geopotential number by the normal gravity value computed on the
 DK6934.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK6934.degrees latitude (g = 980.6199 gals.).
 DK6934
 DK6934.The modeled gravity was interpolated from observed gravity values.
 DK6934
 DK6934;                    North         East    Units  Estimated Accuracy
 DK6934;SPC MN S     -   307,127.7     855,413.2     MT  (+/- 3 meters HH1 GPS) 
 DK6934
 DK6934_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK7639067662(NAD 83)
 DK6934
 DK6934                          SUPERSEDED SURVEY CONTROL
 DK6934
 DK6934.No superseded survey control is available for this station.
 DK6934
 DK6934_MARKER: DD = SURVEY DISK
 DK6934_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DK6934_SP_SET: BRIDGE RAILING
 DK6934_STAMPING: 2785 BF 2005
 DK6934_MARK LOGO: MNDT
 DK6934_MAGNETIC: N = NO MAGNETIC MATERIAL
 DK6934_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DK6934_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DK6934+SATELLITE: SATELLITE OBSERVATIONS - 2005
 DK6934
 DK6934  HISTORY     - Date     Condition        Report By
 DK6934  HISTORY     - 2005     MONUMENTED       MNDT
 DK6934
 DK6934                          STATION DESCRIPTION
 DK6934
 DK6934'DESCRIBED BY MN DEPT OF TRANSP 2005
 DK6934'THE MARK IS LOCATED ABOUT 8.5 MI (13.6 KM) EAST OF EDEN PRAIRIE, 8.3
 DK6934'MI (13.4 KM) SOUTH-SOUTHWEST OF MINNEAPOLIS AND 1.5 MI (2.3 KM) NORTH
 DK6934'OF BLOOMINGTON, IN RICHFIELD.
 DK6934'
 DK6934'MARK SET IN ABUTMENT IN NORTHWEST CORNER OF WEST BOUND INTERSTATE 494
 DK6934'BRIDGE OVER INTERSTATE 35 WEST, AT THE JUNCTION OF WEST BOUND
 DK6934'INTERSTATE 494 AND INTERSTATE 35 WEST IN RICHFIELD, AT INTERSTATE 494
 DK6934'MILEPOST 5.40, 4.7 FT (1.4 M) WEST OF EAST END OF BRIDGE RAIL.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DK6935 ***********************************************************************
 DK6935  DESIGNATION -  2785 BG
 DK6935  PID         -  DK6935
 DK6935  STATE/COUNTY-  MN/HENNEPIN
 DK6935  COUNTRY     -  US
 DK6935  USGS QUAD   -  BLOOMINGTON (2019)
 DK6935
 DK6935                         *CURRENT SURVEY CONTROL
 DK6935  ______________________________________________________________________
 DK6935* NAD 83(1986) POSITION- 44 51 41.98   (N) 093 17 53.05   (W)   HD_HELD1
 DK6935* NAVD 88 ORTHO HEIGHT -   260.948 (meters)      856.13  (feet) ADJUSTED
 DK6935  ______________________________________________________________________
 DK6935  GEOID HEIGHT    -        -27.106 (meters)                     GEOID18
 DK6935  DYNAMIC HEIGHT  -        260.941 (meters)      856.10  (feet) COMP
 DK6935  MODELED GRAVITY -    980,581.0   (mgal)                       NAVD 88
 DK6935
 DK6935  VERT ORDER      -  SECOND    CLASS I
 DK6935
 DK6935.The horizontal coordinates were determined by differentially corrected
 DK6935.hand held GPS observations or other comparable positioning techniques
 DK6935.and have an estimated accuracy of +/- 3 meters.
 DK6935
 DK6935.The orthometric height was determined by differential leveling and
 DK6935.adjusted by the NATIONAL GEODETIC SURVEY
 DK6935.in May 2010.
 DK6935
 DK6935.Significant digits in the geoid height do not necessarily reflect accuracy.
 DK6935.GEOID18 height accuracy estimate available here.
 DK6935
 DK6935.Click photographs - Photos may exist for this station.
 DK6935
 DK6935.The dynamic height is computed by dividing the NAVD 88
 DK6935.geopotential number by the normal gravity value computed on the
 DK6935.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK6935.degrees latitude (g = 980.6199 gals.).
 DK6935
 DK6935.The modeled gravity was interpolated from observed gravity values.
 DK6935
 DK6935;                    North         East    Units  Estimated Accuracy
 DK6935;SPC MN S     -   307,092.1     855,474.1     MT  (+/- 3 meters HH1 GPS) 
 DK6935
 DK6935_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK7645167626(NAD 83)
 DK6935
 DK6935                          SUPERSEDED SURVEY CONTROL
 DK6935
 DK6935.No superseded survey control is available for this station.
 DK6935
 DK6935_MARKER: DV = VERTICAL CONTROL DISK
 DK6935_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DK6935_SP_SET: BRIDGE RAILING
 DK6935_STAMPING: 2785 BG 2005
 DK6935_MARK LOGO: MNDT
 DK6935_MAGNETIC: N = NO MAGNETIC MATERIAL
 DK6935_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DK6935_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DK6935+SATELLITE: SATELLITE OBSERVATIONS - 2005
 DK6935
 DK6935  HISTORY     - Date     Condition        Report By
 DK6935  HISTORY     - 2005     MONUMENTED       MNDT
 DK6935
 DK6935                          STATION DESCRIPTION
 DK6935
 DK6935'DESCRIBED BY MN DEPT OF TRANSP 2005
 DK6935'THE MARK IS LOCATED ABOUT 8.5 MI (13.7 KM) EAST OF EDEN PRAIRIE, 8.3
 DK6935'MI (13.4 KM) SOUTH-SOUTHWEST OF MINNEAPOLIS AND 1.4 MI (2.3 KM) NORTH
 DK6935'TO BLOOMINGTON.
 DK6935'
 DK6935'IN ABUTMENT OF SOUTHEAST CORNER OF EAST BOUND INTERSTATE 494 BRIDGE
 DK6935'NUMBER 6851 OVER INTERSTATE 35 WEST, AT THE JUNCTION OF EAST BOUND
 DK6935'INTERSTATE 494 AND INTERSTATE 35 WEST IN BLOOMINGTON, AT INTERSTATE
 DK6935'494 MILEPOST 5.40, 10.7 FT (3.3 M) WEST OF EAST OF BRIDGE RAIL.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DK6933 ***********************************************************************
 DK6933  DESIGNATION -  2785 BH
 DK6933  PID         -  DK6933
 DK6933  STATE/COUNTY-  MN/HENNEPIN
 DK6933  COUNTRY     -  US
 DK6933  USGS QUAD   -  BLOOMINGTON (2019)
 DK6933
 DK6933                         *CURRENT SURVEY CONTROL
 DK6933  ______________________________________________________________________
 DK6933* NAD 83(1986) POSITION- 44 51 41.36   (N) 093 18 27.97   (W)   HD_HELD1
 DK6933* NAVD 88 ORTHO HEIGHT -   257.266 (meters)      844.05  (feet) ADJUSTED
 DK6933  ______________________________________________________________________
 DK6933  GEOID HEIGHT    -        -27.090 (meters)                     GEOID18
 DK6933  DYNAMIC HEIGHT  -        257.258 (meters)      844.02  (feet) COMP
 DK6933  MODELED GRAVITY -    980,581.3   (mgal)                       NAVD 88
 DK6933
 DK6933  VERT ORDER      -  SECOND    CLASS I
 DK6933
 DK6933.The horizontal coordinates were determined by differentially corrected
 DK6933.hand held GPS observations or other comparable positioning techniques
 DK6933.and have an estimated accuracy of +/- 3 meters.
 DK6933
 DK6933.The orthometric height was determined by differential leveling and
 DK6933.adjusted by the NATIONAL GEODETIC SURVEY
 DK6933.in May 2010.
 DK6933
 DK6933.Significant digits in the geoid height do not necessarily reflect accuracy.
 DK6933.GEOID18 height accuracy estimate available here.
 DK6933
 DK6933.Click photographs - Photos may exist for this station.
 DK6933
 DK6933.The dynamic height is computed by dividing the NAVD 88
 DK6933.geopotential number by the normal gravity value computed on the
 DK6933.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK6933.degrees latitude (g = 980.6199 gals.).
 DK6933
 DK6933.The modeled gravity was interpolated from observed gravity values.
 DK6933
 DK6933;                    North         East    Units  Estimated Accuracy
 DK6933;SPC MN S     -   307,066.4     854,707.7     MT  (+/- 3 meters HH1 GPS) 
 DK6933
 DK6933_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK7568467609(NAD 83)
 DK6933
 DK6933                          SUPERSEDED SURVEY CONTROL
 DK6933
 DK6933.No superseded survey control is available for this station.
 DK6933
 DK6933_MARKER: DD = SURVEY DISK
 DK6933_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DK6933_SP_SET: BRIDGE RAILING
 DK6933_STAMPING: 2785 BH 2005
 DK6933_MARK LOGO: MNDT
 DK6933_MAGNETIC: N = NO MAGNETIC MATERIAL
 DK6933_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DK6933_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DK6933+SATELLITE: SATELLITE OBSERVATIONS - 2005
 DK6933
 DK6933  HISTORY     - Date     Condition        Report By
 DK6933  HISTORY     - 2005     MONUMENTED       MNDT
 DK6933
 DK6933                          STATION DESCRIPTION
 DK6933
 DK6933'DESCRIBED BY MN DEPT OF TRANSP 2005
 DK6933'THE MARK IS LOCATED ABOUT 8.5 MI (13.6 KM) SOUTH-SOUTHWEST OF
 DK6933'MINNEAPOLIS, 8.0 MI (12.9 KM) EAST OF EDEN PRAIRIE AND 1.5 MI (2.4 KM)
 DK6933'NORTH-NORTHWEST TO BLOOMINGTON.
 DK6933'
 DK6933'MARK SET IN BRIDGE RAIL IN SOUTHEAST CORNER OF PENN AVENUE BRIDGE
 DK6933'NUMBER 27V45 OVER INTERSTATE 494, 0.5 MI (0.8 KM) WEST ALONG
 DK6933'INTERSTATE 494 FROM THE JUNCTION OF INTERSTATE 494 AND INTERSTATE 35
 DK6933'WEST IN BLOOMINGTON, AT INTERSTATE 494 MILEPOST 5.90, 27.0 FT (8.2 M)
 DK6933'NORTH EAST BOUND INTERSTATE 494 ON RAMP.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DK6932 ***********************************************************************
 DK6932  DESIGNATION -  2785 BJ
 DK6932  PID         -  DK6932
 DK6932  STATE/COUNTY-  MN/HENNEPIN
 DK6932  COUNTRY     -  US
 DK6932  USGS QUAD   -  BLOOMINGTON (2019)
 DK6932
 DK6932                         *CURRENT SURVEY CONTROL
 DK6932  ______________________________________________________________________
 DK6932* NAD 83(1986) POSITION- 44 51 31.40   (N) 093 19 42.79   (W)   HD_HELD1
 DK6932* NAVD 88 ORTHO HEIGHT -   261.442 (meters)      857.75  (feet) ADJUSTED
 DK6932  ______________________________________________________________________
 DK6932  GEOID HEIGHT    -        -27.059 (meters)                     GEOID18
 DK6932  DYNAMIC HEIGHT  -        261.435 (meters)      857.72  (feet) COMP
 DK6932  MODELED GRAVITY -    980,581.7   (mgal)                       NAVD 88
 DK6932
 DK6932  VERT ORDER      -  SECOND    CLASS I
 DK6932
 DK6932.The horizontal coordinates were determined by differentially corrected
 DK6932.hand held GPS observations or other comparable positioning techniques
 DK6932.and have an estimated accuracy of +/- 3 meters.
 DK6932
 DK6932.The orthometric height was determined by differential leveling and
 DK6932.adjusted by the NATIONAL GEODETIC SURVEY
 DK6932.in September 2013.
 DK6932
 DK6932.Significant digits in the geoid height do not necessarily reflect accuracy.
 DK6932.GEOID18 height accuracy estimate available here.
 DK6932
 DK6932.Click photographs - Photos may exist for this station.
 DK6932
 DK6932.The dynamic height is computed by dividing the NAVD 88
 DK6932.geopotential number by the normal gravity value computed on the
 DK6932.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK6932.degrees latitude (g = 980.6199 gals.).
 DK6932
 DK6932.The modeled gravity was interpolated from observed gravity values.
 DK6932
 DK6932;                    North         East    Units  Estimated Accuracy
 DK6932;SPC MN S     -   306,745.3     853,067.7     MT  (+/- 3 meters HH1 GPS) 
 DK6932
 DK6932_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK7404167308(NAD 83)
 DK6932
 DK6932                          SUPERSEDED SURVEY CONTROL
 DK6932
 DK6932  NAVD 88 (05/05/10)  261.438  (m)          857.73   (f) SUPERSEDED  2 1
 DK6932
 DK6932.Superseded values are not recommended for survey control.
 DK6932
 DK6932.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK6932.See file dsdata.pdf to determine how the superseded data were derived.
 DK6932
 DK6932_MARKER: DV = VERTICAL CONTROL DISK
 DK6932_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DK6932_SP_SET: BRIDGE WALKWAY
 DK6932_STAMPING: 2785 BJ 2005
 DK6932_MARK LOGO: MNDT
 DK6932_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DK6932_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DK6932_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DK6932+SATELLITE: SATELLITE OBSERVATIONS - October 17, 2011
 DK6932
 DK6932  HISTORY     - Date     Condition        Report By
 DK6932  HISTORY     - 20050613 MONUMENTED       MNDT
 DK6932  HISTORY     - 20111017 POOR             MNDT
 DK6932
 DK6932                          STATION DESCRIPTION
 DK6932
 DK6932'DESCRIBED BY MN DEPT OF TRANSP 2005
 DK6932'THE MARK IS LOCATED ABOUT 8.0 MI (12.9 KM) SOUTHEAST OF HOPKINS, 7.0
 DK6932'MI (11.3 KM) EAST OF EDEN PRAIRIE AND 1.9 MI (3.1 KM) NORTHWEST TO
 DK6932'BLOOMINGTON.
 DK6932'
 DK6932'MARK SET IN SIDEWALK IN SOUTHEAST CORNER OF FRANCE AVENUE BRIDGE
 DK6932'NUMBER 27897 OVER INTERSTATE 494, 1.0 MI (1.6 KM) EAST ALONG
 DK6932'INTERSTATE 494 FROM THE JUNCTION OF INTERSTATE 494 AND TRUNK HIGHWAY
 DK6932'100 IN BLOOMINGTON, AT INTERSTATE 494 MILEPOST 7.0, 29.3 FT (8.9 M)
 DK6932'NORTH OF THE SOUTHEAST CORNER OF BRIDGE RAIL.
 DK6932
 DK6932                          STATION RECOVERY (2011)
 DK6932
 DK6932'RECOVERY NOTE BY MN DEPT OF TRANSP 2011 (DAS)
 DK6932'RECOVERED AS DESCRIBED.
 DK6932'
 DK6932'NOTE-MARK WORN DOWN FROM SNOW REMOVAL.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DK6931 ***********************************************************************
 DK6931  DESIGNATION -  2785 BK
 DK6931  PID         -  DK6931
 DK6931  STATE/COUNTY-  MN/HENNEPIN
 DK6931  COUNTRY     -  US
 DK6931  USGS QUAD   -  BLOOMINGTON (2019)
 DK6931
 DK6931                         *CURRENT SURVEY CONTROL
 DK6931  ______________________________________________________________________
 DK6931* NAD 83(1986) POSITION- 44 51 32.57   (N) 093 20 59.16   (W)   HD_HELD1
 DK6931* NAVD 88 ORTHO HEIGHT -   258.680 (meters)      848.69  (feet) ADJUSTED
 DK6931  ______________________________________________________________________
 DK6931  GEOID HEIGHT    -        -27.028 (meters)                     GEOID18
 DK6931  DYNAMIC HEIGHT  -        258.673 (meters)      848.66  (feet) COMP
 DK6931  MODELED GRAVITY -    980,581.7   (mgal)                       NAVD 88
 DK6931
 DK6931  VERT ORDER      -  SECOND    CLASS I
 DK6931
 DK6931.The horizontal coordinates were determined by differentially corrected
 DK6931.hand held GPS observations or other comparable positioning techniques
 DK6931.and have an estimated accuracy of +/- 3 meters.
 DK6931
 DK6931.The orthometric height was determined by differential leveling and
 DK6931.adjusted by the NATIONAL GEODETIC SURVEY
 DK6931.in May 2010.
 DK6931
 DK6931.Significant digits in the geoid height do not necessarily reflect accuracy.
 DK6931.GEOID18 height accuracy estimate available here.
 DK6931
 DK6931.Click photographs - Photos may exist for this station.
 DK6931
 DK6931.The dynamic height is computed by dividing the NAVD 88
 DK6931.geopotential number by the normal gravity value computed on the
 DK6931.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK6931.degrees latitude (g = 980.6199 gals.).
 DK6931
 DK6931.The modeled gravity was interpolated from observed gravity values.
 DK6931
 DK6931;                    North         East    Units  Estimated Accuracy
 DK6931;SPC MN S     -   306,767.8     851,390.8     MT  (+/- 3 meters HH1 GPS) 
 DK6931
 DK6931_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK7236567352(NAD 83)
 DK6931
 DK6931                          SUPERSEDED SURVEY CONTROL
 DK6931
 DK6931.No superseded survey control is available for this station.
 DK6931
 DK6931_MARKER: DD = SURVEY DISK
 DK6931_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DK6931_SP_SET: BRIDGE RAILING
 DK6931_STAMPING: 2785 BK 2005
 DK6931_MARK LOGO: MNDT
 DK6931_MAGNETIC: N = NO MAGNETIC MATERIAL
 DK6931_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DK6931_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DK6931+SATELLITE: SATELLITE OBSERVATIONS - September 10, 2013
 DK6931
 DK6931  HISTORY     - Date     Condition        Report By
 DK6931  HISTORY     - 20050613 MONUMENTED       MNDT
 DK6931  HISTORY     - 20130910 GOOD             MNDT
 DK6931
 DK6931                          STATION DESCRIPTION
 DK6931
 DK6931'DESCRIBED BY MN DEPT OF TRANSP 2005
 DK6931'THE MARK IS LOCATED ABOUT 7.2 MI (11.6 KM) SOUTHEAST OF HOPKINS, 6.0
 DK6931'MI (9.6 KM) EAST OF EDEN PRAIRIE AND 2.8 MI (4.5 KM) WEST-NORTHWEST TO
 DK6931'BLOOMINGTON.
 DK6931'
 DK6931'MARK SET IN BRIDGE RAIL IN NORTHEAST CORNER OF WEST BOUND INTERSTATE
 DK6931'494 BRIDGE NUMBER 27V38 OVER TRUNK HIGHWAY 100, AT THE JUNCTION OF
 DK6931'TRUNK HIGHWAY 100 AND INTERSTATE 494 IN BLOOMINGTON, AT INTERSTATE 494
 DK6931'MILE POINT 8.0, 55.0 FT (16.8 M) WEST OF END OF BRIDGE.
 DK6931
 DK6931                          STATION RECOVERY (2013)
 DK6931
 DK6931'RECOVERY NOTE BY MN DEPT OF TRANSP 2013 (MAS)
 DK6931'IN BLOOMINGTON, IN BRIDGE RAILING IN NORTHEAST CORNER OF WESTBOUND
 DK6931'INTERSTATE HIGHWAY 494 BRIDGE NUMBER 27V38 OVER TRUNK HIGHWAY 100, AT
 DK6931'JUNCTION OF INTERSTATE HIGHWAY 494 AND TRUNK HIGHWAY 100, AT
 DK6931'INTERSTATE HIGHWAY 494 MILEPOINT 7.95, 55.0 FEET WEST OF END OF BRIDGE
 DK6931'RAILING.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DK6930 ***********************************************************************
 DK6930  DESIGNATION -  2785 BL
 DK6930  PID         -  DK6930
 DK6930  STATE/COUNTY-  MN/HENNEPIN
 DK6930  COUNTRY     -  US
 DK6930  USGS QUAD   -  BLOOMINGTON (2019)
 DK6930
 DK6930                         *CURRENT SURVEY CONTROL
 DK6930  ______________________________________________________________________
 DK6930* NAD 83(1986) POSITION- 44 51 30.93   (N) 093 21 02.01   (W)   HD_HELD1
 DK6930* NAVD 88 ORTHO HEIGHT -   258.473 (meters)      848.01  (feet) ADJUSTED
 DK6930  ______________________________________________________________________
 DK6930  GEOID HEIGHT    -        -27.027 (meters)                     GEOID18
 DK6930  DYNAMIC HEIGHT  -        258.466 (meters)      847.98  (feet) COMP
 DK6930  MODELED GRAVITY -    980,581.7   (mgal)                       NAVD 88
 DK6930
 DK6930  VERT ORDER      -  SECOND    CLASS I
 DK6930
 DK6930.The horizontal coordinates were determined by differentially corrected
 DK6930.hand held GPS observations or other comparable positioning techniques
 DK6930.and have an estimated accuracy of +/- 3 meters.
 DK6930
 DK6930.The orthometric height was determined by differential leveling and
 DK6930.adjusted by the NATIONAL GEODETIC SURVEY
 DK6930.in May 2010.
 DK6930
 DK6930.Significant digits in the geoid height do not necessarily reflect accuracy.
 DK6930.GEOID18 height accuracy estimate available here.
 DK6930
 DK6930.Click photographs - Photos may exist for this station.
 DK6930
 DK6930.The dynamic height is computed by dividing the NAVD 88
 DK6930.geopotential number by the normal gravity value computed on the
 DK6930.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK6930.degrees latitude (g = 980.6199 gals.).
 DK6930
 DK6930.The modeled gravity was interpolated from observed gravity values.
 DK6930
 DK6930;                    North         East    Units  Estimated Accuracy
 DK6930;SPC MN S     -   306,716.7     851,328.7     MT  (+/- 3 meters HH1 GPS) 
 DK6930
 DK6930_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK7230267301(NAD 83)
 DK6930
 DK6930                          SUPERSEDED SURVEY CONTROL
 DK6930
 DK6930.No superseded survey control is available for this station.
 DK6930
 DK6930_MARKER: DD = SURVEY DISK
 DK6930_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DK6930_SP_SET: BRIDGE RAILING
 DK6930_STAMPING: 2785 BL 2005
 DK6930_MARK LOGO: MNDT
 DK6930_MAGNETIC: N = NO MAGNETIC MATERIAL
 DK6930_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DK6930_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DK6930+SATELLITE: SATELLITE OBSERVATIONS - September 10, 2013
 DK6930
 DK6930  HISTORY     - Date     Condition        Report By
 DK6930  HISTORY     - 20050614 MONUMENTED       MNDT
 DK6930  HISTORY     - 20130910 GOOD             MNDT
 DK6930
 DK6930                          STATION DESCRIPTION
 DK6930
 DK6930'DESCRIBED BY MN DEPT OF TRANSP 2005
 DK6930'THE MARK IS LOCATED ABOUT 7.2 MI (11.6 KM) SOUTHEAST OF HOPKINS, 5.9
 DK6930'MI (9.5 KM) EAST OF EDEN PRAIRIE AND 2.8 MI (4.6 KM) WEST-NORTHWEST TO
 DK6930'BLOOMINGTON.
 DK6930'
 DK6930'MARK SET IN BRIDGE RAIL IN SOUTHWEST CORNER OF EAST BOUND INTERSTATE
 DK6930'494 BRIDGE NUMBER 27V38 OVER TRUNK HIGHWAY 100, AT THE JUNCTION OF
 DK6930'INTERSTATE 494 AND TRUNK HIGHWAY 100 IN BLOOMINGTON, 50.7 FT (15.5 M)
 DK6930'EAST OF END OF BRIDGE.
 DK6930
 DK6930                          STATION RECOVERY (2013)
 DK6930
 DK6930'RECOVERY NOTE BY MN DEPT OF TRANSP 2013 (MAS)
 DK6930'IN BLOOMINGTON, IN BRIDGE RAILING IN SOUTHWEST CORNER OF EASTBOUND
 DK6930'INTERSTATE HIGHWAY 494 BRIDGE NUMBER 27V38 OVER TRUNK HIGHWAY 100, AT
 DK6930'JUNCTION OF INTERSTATE HIGHWAY 494 AND TRUNK HIGHWAY 100, 50.7 FEET
 DK6930'EAST OF END OF BRIDGE RAILING, AT INTERSTATE 494 MILEPOINT 7.9.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DK6929 ***********************************************************************
 DK6929  DESIGNATION -  2785 BM
 DK6929  PID         -  DK6929
 DK6929  STATE/COUNTY-  MN/HENNEPIN
 DK6929  COUNTRY     -  US
 DK6929  USGS QUAD   -  BLOOMINGTON (2019)
 DK6929
 DK6929                         *CURRENT SURVEY CONTROL
 DK6929  ______________________________________________________________________
 DK6929* NAD 83(1986) POSITION- 44 51 44.52   (N) 093 21 44.15   (W)   HD_HELD1
 DK6929* NAVD 88 ORTHO HEIGHT -   263.114 (meters)      863.23  (feet) ADJUSTED
 DK6929  ______________________________________________________________________
 DK6929  GEOID HEIGHT    -        -27.007 (meters)                     GEOID18
 DK6929  DYNAMIC HEIGHT  -        263.107 (meters)      863.21  (feet) COMP
 DK6929  MODELED GRAVITY -    980,581.3   (mgal)                       NAVD 88
 DK6929
 DK6929  VERT ORDER      -  SECOND    CLASS I
 DK6929
 DK6929.The horizontal coordinates were determined by differentially corrected
 DK6929.hand held GPS observations or other comparable positioning techniques
 DK6929.and have an estimated accuracy of +/- 3 meters.
 DK6929
 DK6929.The orthometric height was determined by differential leveling and
 DK6929.adjusted by the NATIONAL GEODETIC SURVEY
 DK6929.in May 2010.
 DK6929
 DK6929.Significant digits in the geoid height do not necessarily reflect accuracy.
 DK6929.GEOID18 height accuracy estimate available here.
 DK6929
 DK6929.Click photographs - Photos may exist for this station.
 DK6929
 DK6929.The dynamic height is computed by dividing the NAVD 88
 DK6929.geopotential number by the normal gravity value computed on the
 DK6929.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK6929.degrees latitude (g = 980.6199 gals.).
 DK6929
 DK6929.The modeled gravity was interpolated from observed gravity values.
 DK6929
 DK6929;                    North         East    Units  Estimated Accuracy
 DK6929;SPC MN S     -   307,128.9     850,400.3     MT  (+/- 3 meters HH1 GPS) 
 DK6929
 DK6929_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK7137967725(NAD 83)
 DK6929
 DK6929                          SUPERSEDED SURVEY CONTROL
 DK6929
 DK6929.No superseded survey control is available for this station.
 DK6929
 DK6929_MARKER: DB = BENCH MARK DISK
 DK6929_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DK6929_SP_SET: BRIDGE CURB
 DK6929_STAMPING: 2785 BM 2005
 DK6929_MARK LOGO: MNDT
 DK6929_MAGNETIC: N = NO MAGNETIC MATERIAL
 DK6929_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DK6929_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DK6929+SATELLITE: SATELLITE OBSERVATIONS - September 10, 2013
 DK6929
 DK6929  HISTORY     - Date     Condition        Report By
 DK6929  HISTORY     - 20050614 MONUMENTED       MNDT
 DK6929  HISTORY     - 20111108 GOOD             MNDT
 DK6929  HISTORY     - 20130910 GOOD             MNDT
 DK6929
 DK6929                          STATION DESCRIPTION
 DK6929
 DK6929'DESCRIBED BY MN DEPT OF TRANSP 2005
 DK6929'THE MARK IS LOCATED ABOUT 6.6 MI (10.6 KM) SOUTHEAST OF HOPKINS, 5.4
 DK6929'MI (8.6 KM) EAST OF EDEN PRAIRIE AND 3.5 MI (5.6 KM) WEST-NORTHWEST OF
 DK6929'BLOOMINGTON IN EDINA.
 DK6929'
 DK6929'MARK SET IN BRIDGE SIDEWALK IN SOUTHEAST CORNER OF WEST 78 TH STREET
 DK6929'BRIDGE NUMBER 4572 OVER RAIL ROAD, 0.40 MI (0.6 KM) WEST ALONG 494
 DK6929'FROM THE JUNCTION OF INTERSTATE 494 AND TRUNK HIGHWAY 100 IN EDINA,
 DK6929'THENCE 0.15 MI (0.2 KM) NORTH ON EAST BUSH LAKE ROAD, THENCE 0.05 MI
 DK6929'(0.1 KM) WEST ON WEST 78 TH STREET, 22.5 FT (6.9 M) WEST OF END OF
 DK6929'BRIDGE, 24.7 FT (7.5 M) SOUTH OF CENTER LINE.
 DK6929
 DK6929                          STATION RECOVERY (2011)
 DK6929
 DK6929'RECOVERY NOTE BY MN DEPT OF TRANSP 2011 (DAS)
 DK6929'RECOVERED AS DESCRIBED.
 DK6929
 DK6929                          STATION RECOVERY (2013)
 DK6929
 DK6929'RECOVERY NOTE BY MN DEPT OF TRANSP 2013 (KMS)
 DK6929'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DK6928 ***********************************************************************
 DK6928  DESIGNATION -  2785 BN
 DK6928  PID         -  DK6928
 DK6928  STATE/COUNTY-  MN/HENNEPIN
 DK6928  COUNTRY     -  US
 DK6928  USGS QUAD   -  BLOOMINGTON (2019)
 DK6928
 DK6928                         *CURRENT SURVEY CONTROL
 DK6928  ______________________________________________________________________
 DK6928* NAD 83(1986) POSITION- 44 51 35.94   (N) 093 21 43.27   (W)   HD_HELD1
 DK6928* NAVD 88 ORTHO HEIGHT -   256.674 (meters)      842.10  (feet) ADJUSTED
 DK6928  ______________________________________________________________________
 DK6928  GEOID HEIGHT    -        -27.008 (meters)                     GEOID18
 DK6928  DYNAMIC HEIGHT  -        256.667 (meters)      842.08  (feet) COMP
 DK6928  MODELED GRAVITY -    980,581.4   (mgal)                       NAVD 88
 DK6928
 DK6928  VERT ORDER      -  SECOND    CLASS I
 DK6928
 DK6928.The horizontal coordinates were determined by differentially corrected
 DK6928.hand held GPS observations or other comparable positioning techniques
 DK6928.and have an estimated accuracy of +/- 3 meters.
 DK6928
 DK6928.The orthometric height was determined by differential leveling and
 DK6928.adjusted by the NATIONAL GEODETIC SURVEY
 DK6928.in May 2010.
 DK6928
 DK6928.Significant digits in the geoid height do not necessarily reflect accuracy.
 DK6928.GEOID18 height accuracy estimate available here.
 DK6928
 DK6928.Click photographs - Photos may exist for this station.
 DK6928
 DK6928.The dynamic height is computed by dividing the NAVD 88
 DK6928.geopotential number by the normal gravity value computed on the
 DK6928.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK6928.degrees latitude (g = 980.6199 gals.).
 DK6928
 DK6928.The modeled gravity was interpolated from observed gravity values.
 DK6928
 DK6928;                    North         East    Units  Estimated Accuracy
 DK6928;SPC MN S     -   306,864.2     850,421.7     MT  (+/- 3 meters HH1 GPS) 
 DK6928
 DK6928_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK7139767460(NAD 83)
 DK6928
 DK6928                          SUPERSEDED SURVEY CONTROL
 DK6928
 DK6928.No superseded survey control is available for this station.
 DK6928
 DK6928_MARKER: DD = SURVEY DISK
 DK6928_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DK6928_SP_SET: BRIDGE WALKWAY
 DK6928_STAMPING: 2785 BN 2005
 DK6928_MARK LOGO: MNDT
 DK6928_MAGNETIC: N = NO MAGNETIC MATERIAL
 DK6928_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DK6928_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DK6928+SATELLITE: SATELLITE OBSERVATIONS - September 10, 2013
 DK6928
 DK6928  HISTORY     - Date     Condition        Report By
 DK6928  HISTORY     - 20050614 MONUMENTED       MNDT
 DK6928  HISTORY     - 20111108 GOOD             MNDT
 DK6928  HISTORY     - 20130910 GOOD             MNDT
 DK6928
 DK6928                          STATION DESCRIPTION
 DK6928
 DK6928'DESCRIBED BY MN DEPT OF TRANSP 2005
 DK6928'THE MARK IS LOCATED ABOUT 6.7 MI (10.8 KM) SOUTHEAST OF HOPKINS, 5.4
 DK6928'MI (8.6 KM) EAST OF EDEN PRAIRIE AND 3.4 MI (5.5 KM) WEST-NORTHWEST OF
 DK6928'BLOOMINGTON.  IN EDINA, IN SIDEWALK IN NORTHEAST CORNER OF EAST BUSH
 DK6928'LAKE ROAD BRIDGE NUMBER 27V33 OVER INTERSTATE 494, 0.4 MI (0.6 KM)
 DK6928'WEST ALONG INTERSTATE 494 FROM THE JUNCTION OF INTERSTATE 494 AND
 DK6928'TRUNK HIGHWAY 100 IN EDINA, 2.6 FT (0.8 M) SOUTHWEST OF END OF BRIDGE,
 DK6928'55 FT (16.8 M) EAST OF CENTER LINE OF EAST BUSH LAKE ROAD.
 DK6928
 DK6928                          STATION RECOVERY (2011)
 DK6928
 DK6928'RECOVERY NOTE BY MN DEPT OF TRANSP 2011 (MJA)
 DK6928'RECOVERED AS DESCRIBED.
 DK6928
 DK6928                          STATION RECOVERY (2013)
 DK6928
 DK6928'RECOVERY NOTE BY MN DEPT OF TRANSP 2013 (KMS)
 DK6928'THE STATION IS LOCATED ABOUT 6.7 MI (10.8 KM) SOUTHEAST OF HOPKINS,
 DK6928'5.3 MI (8.5 KM) EAST OF EDEN PRAIRIE AND 3.4 MI (5.5 KM)
 DK6928'WEST-NORTHWEST OF BLOOMINGTON.
 DK6928'
 DK6928'TO REACH THE MARK IN SIDEWALK IN NORTHEAST CORNER OF EAST BUSH LAKE
 DK6928'ROAD BRIDGE NUMBER 27V33 OVER INTERSTATE HIGHWAY 494, 0.4 MI (0.6 KM)
 DK6928'WEST ALONG INTERSTATE HIGHWAY 494 FROM THE JUNCTION OF INTERSTATE
 DK6928'HIGHWAY 494 AND TRUNK HIGHWAY 100.
 DK6928'
 DK6928'IT IS 55.0 FT (16.8 M) EAST OF THE CENTERLINE OF EAST BUSH LAKE ROAD,
 DK6928'2.6 FT (0.8 M) SOUTHWEST OF END OF BRIDGE.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DK6927 ***********************************************************************
 DK6927  DESIGNATION -  2785 BP
 DK6927  PID         -  DK6927
 DK6927  STATE/COUNTY-  MN/HENNEPIN
 DK6927  COUNTRY     -  US
 DK6927  USGS QUAD   -  BLOOMINGTON (2019)
 DK6927
 DK6927                         *CURRENT SURVEY CONTROL
 DK6927  ______________________________________________________________________
 DK6927* NAD 83(1986) POSITION- 44 51 33.02   (N) 093 21 45.62   (W)   HD_HELD1
 DK6927* NAVD 88 ORTHO HEIGHT -   255.670 (meters)      838.81  (feet) ADJUSTED
 DK6927  ______________________________________________________________________
 DK6927  GEOID HEIGHT    -        -27.008 (meters)                     GEOID18
 DK6927  DYNAMIC HEIGHT  -        255.663 (meters)      838.79  (feet) COMP
 DK6927  MODELED GRAVITY -    980,581.5   (mgal)                       NAVD 88
 DK6927
 DK6927  VERT ORDER      -  SECOND    CLASS I
 DK6927
 DK6927.The horizontal coordinates were determined by differentially corrected
 DK6927.hand held GPS observations or other comparable positioning techniques
 DK6927.and have an estimated accuracy of +/- 3 meters.
 DK6927
 DK6927.The orthometric height was determined by differential leveling and
 DK6927.adjusted by the NATIONAL GEODETIC SURVEY
 DK6927.in May 2010.
 DK6927
 DK6927.Significant digits in the geoid height do not necessarily reflect accuracy.
 DK6927.GEOID18 height accuracy estimate available here.
 DK6927
 DK6927.Click photographs - Photos may exist for this station.
 DK6927
 DK6927.The dynamic height is computed by dividing the NAVD 88
 DK6927.geopotential number by the normal gravity value computed on the
 DK6927.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK6927.degrees latitude (g = 980.6199 gals.).
 DK6927
 DK6927.The modeled gravity was interpolated from observed gravity values.
 DK6927
 DK6927;                    North         East    Units  Estimated Accuracy
 DK6927;SPC MN S     -   306,773.7     850,370.8     MT  (+/- 3 meters HH1 GPS) 
 DK6927
 DK6927_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK7134567370(NAD 83)
 DK6927
 DK6927                          SUPERSEDED SURVEY CONTROL
 DK6927
 DK6927.No superseded survey control is available for this station.
 DK6927
 DK6927_MARKER: DD = SURVEY DISK
 DK6927_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DK6927_SP_SET: ABUTMENT
 DK6927_STAMPING: 2785 BP 2005
 DK6927_MARK LOGO: MNDT
 DK6927_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DK6927_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DK6927_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DK6927+SATELLITE: SATELLITE OBSERVATIONS - October 17, 2011
 DK6927
 DK6927  HISTORY     - Date     Condition        Report By
 DK6927  HISTORY     - 20050614 MONUMENTED       MNDT
 DK6927  HISTORY     - 20111017 GOOD             MNDT
 DK6927
 DK6927                          STATION DESCRIPTION
 DK6927
 DK6927'DESCRIBED BY MN DEPT OF TRANSP 2005
 DK6927'THE MARK IS LOCATED ABOUT 6.7 MI (10.8 KM) SOUTHEAST OF HOPKINS, 5.3
 DK6927'MI (8.6 KM) EAST OF EDEN PRAIRIE AND 3.4 MI (5.5 KM) WEST-NORTHWEST TO
 DK6927'BLOOMINGTON.
 DK6927'
 DK6927'MARK SET IN BRIDGE ABUTMENT IN SOUTHEAST CORNER OF RAIL ROAD BRIDGE
 DK6927'OVER INTERSTATE 494, 0.40 MI (0.6 KM) WEST ALONG 494 FROM THE JUNCTION
 DK6927'OF INTERSTATE 494 AND TRUNK HIGHWAY 100 IN BLOOMINGTON, 19.6 FT (6.0
 DK6927'M) NORTHWEST OF LIGHT POLE, 25 FT (7.6 M) NORTHWEST OF END OF BRIDGE,
 DK6927'81 FT (24.7 M) WEST OF CENTER OF EAST BUSH LAKE ROAD.
 DK6927
 DK6927                          STATION RECOVERY (2011)
 DK6927
 DK6927'RECOVERY NOTE BY MN DEPT OF TRANSP 2011 (DAS)
 DK6927'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DK6926 ***********************************************************************
 DK6926  DESIGNATION -  2785 BQ
 DK6926  PID         -  DK6926
 DK6926  STATE/COUNTY-  MN/HENNEPIN
 DK6926  COUNTRY     -  US
 DK6926  USGS QUAD   -  EDEN PRAIRIE (2019)
 DK6926
 DK6926                         *CURRENT SURVEY CONTROL
 DK6926  ______________________________________________________________________
 DK6926* NAD 83(1986) POSITION- 44 51 35.39   (N) 093 22 57.13   (W)   HD_HELD1
 DK6926* NAVD 88 ORTHO HEIGHT -   262.846 (meters)      862.35  (feet) ADJUSTED
 DK6926  ______________________________________________________________________
 DK6926  GEOID HEIGHT    -        -26.977 (meters)                     GEOID18
 DK6926  DYNAMIC HEIGHT  -        262.839 (meters)      862.33  (feet) COMP
 DK6926  MODELED GRAVITY -    980,581.1   (mgal)                       NAVD 88
 DK6926
 DK6926  VERT ORDER      -  SECOND    CLASS I
 DK6926
 DK6926.The horizontal coordinates were determined by differentially corrected
 DK6926.hand held GPS observations or other comparable positioning techniques
 DK6926.and have an estimated accuracy of +/- 3 meters.
 DK6926
 DK6926.The orthometric height was determined by differential leveling and
 DK6926.adjusted by the NATIONAL GEODETIC SURVEY
 DK6926.in May 2010.
 DK6926
 DK6926.Significant digits in the geoid height do not necessarily reflect accuracy.
 DK6926.GEOID18 height accuracy estimate available here.
 DK6926
 DK6926.Click photographs - Photos may exist for this station.
 DK6926
 DK6926.The dynamic height is computed by dividing the NAVD 88
 DK6926.geopotential number by the normal gravity value computed on the
 DK6926.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK6926.degrees latitude (g = 980.6199 gals.).
 DK6926
 DK6926.The modeled gravity was interpolated from observed gravity values.
 DK6926
 DK6926;                    North         East    Units  Estimated Accuracy
 DK6926;SPC MN S     -   306,834.8     848,800.3     MT  (+/- 3 meters HH1 GPS) 
 DK6926
 DK6926_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK6977667450(NAD 83)
 DK6926
 DK6926                          SUPERSEDED SURVEY CONTROL
 DK6926
 DK6926.No superseded survey control is available for this station.
 DK6926
 DK6926_MARKER: DD = SURVEY DISK
 DK6926_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DK6926_SP_SET: BRIDGE ABUTMENT
 DK6926_STAMPING: 2785 BQ 2005
 DK6926_MARK LOGO: MNDT
 DK6926_MAGNETIC: N = NO MAGNETIC MATERIAL
 DK6926_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DK6926_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DK6926+SATELLITE: SATELLITE OBSERVATIONS - September 10, 2013
 DK6926
 DK6926  HISTORY     - Date     Condition        Report By
 DK6926  HISTORY     - 20050614 MONUMENTED       MNDT
 DK6926  HISTORY     - 20111227 GOOD             MNDT
 DK6926  HISTORY     - 20130910 GOOD             MNDT
 DK6926
 DK6926                          STATION DESCRIPTION
 DK6926
 DK6926'DESCRIBED BY MN DEPT OF TRANSP 2005
 DK6926'THE MARK IS LOCATED ABOUT 6.0 MI (9.6 KM) SOUTHEAST OF HOPKINS, 4.4 MI
 DK6926'(7.0 KM) EAST OF EDEN PRAIRIE AND 4.3 MI (7.0 KM) WEST-NORTHWEST TO
 DK6926'BLOOMINGTON.
 DK6926'
 DK6926'MARK SET IN BRIDGE ABUTMENT IN SOUTHEAST CORNER OF WEST BUSH LAKE ROAD
 DK6926'BRIDGE NUMBER 27V35 OVER INTERSTATE 494 WEST ALONG INTERSTATE 494 FROM
 DK6926'THE JUNCTION OF INTERSTATE 494 AND TRUNK HIGHWAY 100 IN BLOOMINGTON,
 DK6926'3.7 FT (1.1 M) NORTHEAST OF END OF BRIDGE, 64.7 FT (19.7 M) EAST OF
 DK6926'MIDDLE OF ROAD.
 DK6926
 DK6926                          STATION RECOVERY (2011)
 DK6926
 DK6926'RECOVERY NOTE BY MN DEPT OF TRANSP 2011 (DAS)
 DK6926'RECOVERED AS DESCRIBED 3.7 FT (1.1 M) NORTHEAST OF THE END OF THE
 DK6926'BRIDGE.
 DK6926
 DK6926                          STATION RECOVERY (2013)
 DK6926
 DK6926'RECOVERY NOTE BY MN DEPT OF TRANSP 2013 (KMS)
 DK6926'THE STATION IS LOCATED ABOUT 6.0 MI (9.7 KM) SOUTHEAST OF HOPKINS, 4.4
 DK6926'MI (7.1 KM) WEST-NORTHWEST OF BLOOMINGTON AND 4.3 MI (6.9 KM) EAST OF
 DK6926'EDEN PRAIRIE.
 DK6926'
 DK6926'TO REACH THE MARK IN ABUTMENT IN SOUTHEAST CORNER OF WEST BUSH LAKE
 DK6926'ROAD BRIDGE NUMBER 27V35 OVER INTERSTATE HIGHWAY 494, 1.6 MI (2.6 KM)
 DK6926'WEST ALONG INTERSTATE HIGHWAY 494 FROM THE JUNCTION OF INTERSTATE
 DK6926'HIGHWAY 494 AND TRUNK HIGHWAY 100.
 DK6926'
 DK6926'IT IS 64.7 FT (19.7 M) EAST OF WEST BUSH LAKE ROAD, 3.7 FT (1.1 M)
 DK6926'NORTHEAST OF END OF BRIDGE.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DK6925 ***********************************************************************
 DK6925  DESIGNATION -  2785 BR
 DK6925  PID         -  DK6925
 DK6925  STATE/COUNTY-  MN/HENNEPIN
 DK6925  COUNTRY     -  US
 DK6925  USGS QUAD   -  EDEN PRAIRIE (2019)
 DK6925
 DK6925                         *CURRENT SURVEY CONTROL
 DK6925  ______________________________________________________________________
 DK6925* NAD 83(2011) POSITION- 44 51 32.87377(N) 093 23 38.82544(W)   ADJUSTED
 DK6925* NAD 83(2011) ELLIP HT-   234.386 (meters)        (06/27/12)   ADJUSTED
 DK6925* NAD 83(2011) EPOCH   -  2010.00
 DK6925* NAVD 88 ORTHO HEIGHT -   261.364 (meters)      857.49  (feet) ADJUSTED
 DK6925  ______________________________________________________________________
 DK6925  GEOID HEIGHT    -        -26.960 (meters)                     GEOID18
 DK6925  NAD 83(2011) X  -   -268,123.377 (meters)                     COMP
 DK6925  NAD 83(2011) Y  - -4,520,869.049 (meters)                     COMP
 DK6925  NAD 83(2011) Z  -  4,476,430.552 (meters)                     COMP
 DK6925  LAPLACE CORR    -         -3.58  (seconds)                    DEFLEC18
 DK6925  DYNAMIC HEIGHT  -        261.356 (meters)      857.47  (feet) COMP
 DK6925  MODELED GRAVITY -    980,581.0   (mgal)                       NAVD 88
 DK6925
 DK6925  VERT ORDER      -  SECOND    CLASS I
 DK6925
 DK6925  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DK6925  Standards:
 DK6925         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DK6925            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DK6925  -------------------------------------------------------------------
 DK6925  NETWORK    0.33   0.61           0.15   0.12   0.31      0.00641876
 DK6925  -------------------------------------------------------------------
 DK6925  Click here for local accuracies and other accuracy information.
 DK6925
 DK6925.The horizontal coordinates were established by GPS observations
 DK6925.and adjusted by the National Geodetic Survey in June 2012.
 DK6925
 DK6925.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DK6925.been affixed to the stable North American tectonic plate. See 
 DK6925.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DK6925
 DK6925.The horizontal coordinates are valid at the epoch date displayed above
 DK6925.which is a decimal equivalence of Year/Month/Day.
 DK6925
 DK6925.The orthometric height was determined by differential leveling and
 DK6925.adjusted by the NATIONAL GEODETIC SURVEY
 DK6925.in May 2010.
 DK6925
 DK6925.Significant digits in the geoid height do not necessarily reflect accuracy.
 DK6925.GEOID18 height accuracy estimate available here.
 DK6925
 DK6925.Click photographs - Photos may exist for this station.
 DK6925
 DK6925.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DK6925
 DK6925.The Laplace correction was computed from DEFLEC18 derived deflections.
 DK6925
 DK6925.The ellipsoidal height was determined by GPS observations
 DK6925.and is referenced to NAD 83.
 DK6925
 DK6925.The dynamic height is computed by dividing the NAVD 88
 DK6925.geopotential number by the normal gravity value computed on the
 DK6925.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK6925.degrees latitude (g = 980.6199 gals.).
 DK6925
 DK6925.The modeled gravity was interpolated from observed gravity values.
 DK6925
 DK6925. The following values were computed from the NAD 83(2011) position.
 DK6925
 DK6925;                    North         East     Units Scale Factor Converg.
 DK6925;SPC MN S     -   306,750.259   847,885.537   MT  0.99994149   +0 25 28.8
 DK6925;SPC MN S     - 1,006,396.47  2,781,771.13   sFT  0.99994149   +0 25 28.8
 DK6925;UTM  15      - 4,967,377.443   468,861.438   MT  0.99961192   -0 16 40.8
 DK6925
 DK6925!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DK6925!SPC MN S     -   0.99996325  x   0.99994149  =   0.99990474
 DK6925!UTM  15      -   0.99996325  x   0.99961192  =   0.99957519
 DK6925
 DK6925_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK6886167377(NAD 83)
 DK6925
 DK6925                          SUPERSEDED SURVEY CONTROL
 DK6925
 DK6925  NAD 83(2007)-  44 51 32.87364(N)    093 23 38.82588(W) AD(2002.00) 1
 DK6925  ELLIP H (09/23/09)  234.405  (m)                       GP(2002.00) 3 1
 DK6925  NAVD 88             261.37   (m)          857.5    (f) LEVELING    3  
 DK6925
 DK6925.Superseded values are not recommended for survey control.
 DK6925
 DK6925.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK6925.See file dsdata.pdf to determine how the superseded data were derived.
 DK6925
 DK6925_MARKER: DD = SURVEY DISK
 DK6925_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DK6925_SP_SET: BRIDGE WALKWAY
 DK6925_STAMPING: 2785 BR 2005
 DK6925_MARK LOGO: MNDT
 DK6925_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DK6925_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DK6925_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DK6925+SATELLITE: SATELLITE OBSERVATIONS - September 10, 2013
 DK6925
 DK6925  HISTORY     - Date     Condition        Report By
 DK6925  HISTORY     - 19950401 MONUMENTED       MNDT
 DK6925  HISTORY     - 20060925 GOOD             MNDT
 DK6925  HISTORY     - 20070313 GOOD             MNDT
 DK6925  HISTORY     - 20111109 GOOD             MNDT
 DK6925  HISTORY     - 20130905 GOOD             MNDT
 DK6925  HISTORY     - 20130910 GOOD             MNDT
 DK6925  HISTORY     - 20130910 GOOD             MNDT
 DK6925
 DK6925                          STATION DESCRIPTION
 DK6925
 DK6925'DESCRIBED BY MN DEPT OF TRANSP 1995
 DK6925'THE MARK IS LOCATED ABOUT 5.7 MI (9.1 KM) SOUTHEAST OF HOPKINS, 4.9 MI
 DK6925'(7.8 KM) WEST-NORTHWEST OF BLOOMINGTON AND 3.8 MI (6.1 KM) EAST OF
 DK6925'EDEN PRAIRIE, IN BLOOMINGTON.
 DK6925'
 DK6925'MARK SET IN PARAPET (SIDEWALK) IN SOUTHEAST CORNER OF TRUNK HIGHWAY
 DK6925'169 BRIDGE NUMBER 27V04 OVER INTERSTATE 494 AT THE JUNCTION OF TRUNK
 DK6925'HIGHWAY 169 AND INTERSTATE 494 IN BLOOMINGTON, 19.9 FT (6.1 M)
 DK6925'NORTHWEST OF END OF BRIDGE, 61 FT (18.6 M) NORTHWEST OF LIGHT POST.
 DK6925
 DK6925                          STATION RECOVERY (2006)
 DK6925
 DK6925'RECOVERY NOTE BY MN DEPT OF TRANSP 2006 (DJS)
 DK6925'IN BLOOMINGTON, IN SOUTHEAST CORNER OF NORTHBOUND TRUNK HIGHWAY 169
 DK6925'BRIDGE NUMBER 27V04 OVER INRTERSTATE HIGHWAY 494, BETWEEN CONCRETE
 DK6925'RAILING AND NORTHBOUND LANE, 19.9 FEET NORTH NORTHWEST OF END OF
 DK6925'BRIDGE, 61 FEET NORTHWEST OF LIGHT POST.
 DK6925
 DK6925                          STATION RECOVERY (2007)
 DK6925
 DK6925'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (FAD)
 DK6925'RECOVERED IN GOOD CONDITION.   DISK SET IN BRIDGE WHEN BUILT IN 1995
 DK6925'THEN STAMPED WHEN USED IN 2005.
 DK6925
 DK6925                          STATION RECOVERY (2011)
 DK6925
 DK6925'RECOVERY NOTE BY MN DEPT OF TRANSP 2011 (AKJ)
 DK6925'THE GEODETIC CONTROL MARK IS LOCATED ABOUT 9.1 KM (5.7 MI) SOUTHEAST
 DK6925'OF HOPKINS, 7.9 KM (4.9 MI) WEST-NORTHWEST OF BLOOMINGTON AND 6.1 KM
 DK6925'(3.8 MI) EAST OF EDEN PRAIRIE.
 DK6925'
 DK6925'IN BLOOMINGTON, IN SOUTHEAST CORNER OF NORTHBOUND TRUNK HIGHWAY 169
 DK6925'BRIDGE NUMBER 27V04 OVER INTERSTATE HIGHWAY 494, BETWEEN CONCRETE
 DK6925'RAILING AND NORTHBOUND LANE.
 DK6925'
 DK6925'THE GEODETIC CONTROL MARK IS 21.5 FT (6.6 M) EAST OF THE CENTER OF
 DK6925'TRUNK HIGHWAY 169, 19.3 FT (5.9 M) NORTH-NORTHWEST OF THE END OF THE
 DK6925'BRIDGE, 2.4 FT (0.7 M) WEST OF A BRIDGE RAILING AND 0.9 FT (27 CM)
 DK6925'SOUTH OF A EXPANSION JOINT.
 DK6925
 DK6925                          STATION RECOVERY (2013)
 DK6925
 DK6925'RECOVERY NOTE BY MN DEPT OF TRANSP 2013 (MPP)
 DK6925'RECOVERED AS DESCRIBED.
 DK6925
 DK6925                          STATION RECOVERY (2013)
 DK6925
 DK6925'RECOVERY NOTE BY MN DEPT OF TRANSP 2013 (AXD)
 DK6925'IN BLOOMINGTON, IN SOUTHEAST CORNER OF NORTHBOUND TRUNK HIGHWAY 169
 DK6925'BRIDGE NUMBER 27V04 OVER INTERSTATE HIGHWAY 494, BETWEEN CONCRETE
 DK6925'RAILING AND NORTHBOUND LANE, 21.5 FEET EAST OF CENTER OF TRUNK HIGHWAY
 DK6925'169, 19.3 FEET NORTH-NORTHWEST OF END OF BRIDGE, 2.4 FEET WEST OF
 DK6925'BRIDGE RAILING, 0.9 FOOT SOUTH OF EXPANSION JOINT.  SET IN BRIDGE IN
 DK6925'1995 BUT STAMPED IN 2005 WHEN FIRST USED.
 DK6925
 DK6925                          STATION RECOVERY (2013)
 DK6925
 DK6925'RECOVERY NOTE BY MN DEPT OF TRANSP 2013 (KMS)
 DK6925'IN BLOOMINGTON, IN BRIDGE WALKWAY IN SOUTHEAST CORNER OF NORTHBOUND
 DK6925'TRUNK HIGHWAY 169 BRIDGE NUMBER 27V04 OVER INTERSTATE HIGHWAY 494,
 DK6925'BETWEEN CONCRETE RAILING AND NORTHBOUND LANE, 21.5 FEET EAST OF
 DK6925'NORTHBOUND TRUNK HIGHWAY 169, 19.3 FEET NORTH-NORTHWEST OF SOUTH END
 DK6925'OF BRIDGE, 2.4 FEET WEST OF BRIDGE RAILING, 0.9 FOOT SOUTH OF
 DK6925'EXPANSION JOINT. SET IN BRIDGE IN 1995, BUT STAMPED IN 2005 WHEN FIRST
 DK6925'USED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DK7229 ***********************************************************************
 DK7229  DESIGNATION -  2785 BS
 DK7229  PID         -  DK7229
 DK7229  STATE/COUNTY-  MN/HENNEPIN
 DK7229  COUNTRY     -  US
 DK7229  USGS QUAD   -  EDEN PRAIRIE (2019)
 DK7229
 DK7229                         *CURRENT SURVEY CONTROL
 DK7229  ______________________________________________________________________
 DK7229* NAD 83(1986) POSITION- 44 51 38.24   (N) 093 25 09.47   (W)   HD_HELD1
 DK7229* NAVD 88 ORTHO HEIGHT -   268.975 (meters)      882.46  (feet) ADJUSTED
 DK7229  ______________________________________________________________________
 DK7229  GEOID HEIGHT    -        -26.925 (meters)                     GEOID18
 DK7229  DYNAMIC HEIGHT  -        268.969 (meters)      882.44  (feet) COMP
 DK7229  MODELED GRAVITY -    980,588.1   (mgal)                       NAVD 88
 DK7229
 DK7229  VERT ORDER      -  SECOND    CLASS I
 DK7229
 DK7229.The horizontal coordinates were determined by differentially corrected
 DK7229.hand held GPS observations or other comparable positioning techniques
 DK7229.and have an estimated accuracy of +/- 3 meters.
 DK7229
 DK7229.The orthometric height was determined by differential leveling and
 DK7229.adjusted by the NATIONAL GEODETIC SURVEY
 DK7229.in May 2010.
 DK7229
 DK7229.Significant digits in the geoid height do not necessarily reflect accuracy.
 DK7229.GEOID18 height accuracy estimate available here.
 DK7229
 DK7229.Click photographs - Photos may exist for this station.
 DK7229
 DK7229.The dynamic height is computed by dividing the NAVD 88
 DK7229.geopotential number by the normal gravity value computed on the
 DK7229.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK7229.degrees latitude (g = 980.6199 gals.).
 DK7229
 DK7229.The modeled gravity was interpolated from observed gravity values.
 DK7229
 DK7229;                    North         East    Units  Estimated Accuracy
 DK7229;SPC MN S     -   306,901.5     845,894.4     MT  (+/- 3 meters HH1 GPS) 
 DK7229
 DK7229_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK6687267552(NAD 83)
 DK7229
 DK7229                          SUPERSEDED SURVEY CONTROL
 DK7229
 DK7229.No superseded survey control is available for this station.
 DK7229
 DK7229_MARKER: DD = SURVEY DISK
 DK7229_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DK7229_SP_SET: BRIDGE RAILING
 DK7229_STAMPING: 2785 BS 2006
 DK7229_MARK LOGO: MNDT
 DK7229_MAGNETIC: N = NO MAGNETIC MATERIAL
 DK7229_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DK7229_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DK7229+SATELLITE: SATELLITE OBSERVATIONS - September 10, 2013
 DK7229
 DK7229  HISTORY     - Date     Condition        Report By
 DK7229  HISTORY     - 19830401 MONUMENTED       MNDT
 DK7229  HISTORY     - 20070313 GOOD             MNDT
 DK7229  HISTORY     - 20130910 GOOD             MNDT
 DK7229
 DK7229                          STATION DESCRIPTION
 DK7229
 DK7229'DESCRIBED BY MN DEPT OF TRANSP 2007 (FAD)
 DK7229'THE MARK IS LOCATED ABOUT 6.1 MI (9.8 KM) WEST-NORTHWEST OF
 DK7229'BLOOMINGTON, 4.9 MI (7.9 KM) SOUTH-SOUTHEAST OF HOPKINS AND 2.6 MI
 DK7229'(4.1 KM) EAST TO EDEN PRAIRIE.
 DK7229'
 DK7229'MARK SET IN RAIL IN NORTHEAST CORNER OF TRUNK HIGHWAY 494 BRIDGE
 DK7229'NUMBER 27713 OVER EDEN CENTER DRIVE, 0.6 MILE (1.0 KM) EAST ALONG
 DK7229'TRUNK HIGHWAY 494 FROM JUNCTION OF TRUNK HIGHWAY 494 AND TRUNK HIGHWAY
 DK7229'212 IN EDEN PRAIRIE, AT TRUNK HIGHWAY 494 MILEPOINT 11.3, 94 FEET
 DK7229'(28.7 M) NORTHEAST OF TRUNK HIGHWAY 494.  DISK SET IN BRIDGE WHEN
 DK7229'BUILT IN 1983 THEN STAMPED WHEN USED IN 2006.
 DK7229
 DK7229                          STATION RECOVERY (2013)
 DK7229
 DK7229'RECOVERY NOTE BY MN DEPT OF TRANSP 2013 (MAS)
 DK7229'IN EDEN PRAIRIE, IN BRIDGE RAILING IN NORTHEAST CORNER OF WESTBOUND
 DK7229'INTERSTATE HIGHWAY 494 BRIDGE NUMBER 27713 OVER PRAIRIE CENTER DRIVE,
 DK7229'0.6 MILE EAST ALONG INTERSTATE HIGHWAY 494 FROM JUNCTION OF INTERSTATE
 DK7229'HIGHWAY 494 AND TRUNK HIGHWAY 212, AT INTERSTATE HIGHWAY 494 MILEPOINT
 DK7229'11.3, 45.0 FEET NORTHEAST OF WESTBOUND INTERSTATE HIGHWAY 494 FOGLINE.
 DK7229'DISK SET IN BRIDGE WHEN BUILT IN 1983, THEN STAMPED WHEN USED IN 2006.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DK7230 ***********************************************************************
 DK7230  DESIGNATION -  2785 BT
 DK7230  PID         -  DK7230
 DK7230  STATE/COUNTY-  MN/HENNEPIN
 DK7230  COUNTRY     -  US
 DK7230  USGS QUAD   -  EDEN PRAIRIE (2019)
 DK7230
 DK7230                         *CURRENT SURVEY CONTROL
 DK7230  ______________________________________________________________________
 DK7230* NAD 83(1986) POSITION- 44 51 52.55   (N) 093 25 44.27   (W)   HD_HELD1
 DK7230* NAVD 88 ORTHO HEIGHT -   270.521 (meters)      887.53  (feet) ADJUSTED
 DK7230  ______________________________________________________________________
 DK7230  GEOID HEIGHT    -        -26.910 (meters)                     GEOID18
 DK7230  DYNAMIC HEIGHT  -        270.515 (meters)      887.51  (feet) COMP
 DK7230  MODELED GRAVITY -    980,587.0   (mgal)                       NAVD 88
 DK7230
 DK7230  VERT ORDER      -  SECOND    CLASS I
 DK7230
 DK7230.The horizontal coordinates were determined by differentially corrected
 DK7230.hand held GPS observations or other comparable positioning techniques
 DK7230.and have an estimated accuracy of +/- 3 meters.
 DK7230
 DK7230.The orthometric height was determined by differential leveling and
 DK7230.adjusted by the NATIONAL GEODETIC SURVEY
 DK7230.in May 2010.
 DK7230
 DK7230.No vertical observational check was made to the station.
 DK7230
 DK7230.Significant digits in the geoid height do not necessarily reflect accuracy.
 DK7230.GEOID18 height accuracy estimate available here.
 DK7230
 DK7230.Click photographs - Photos may exist for this station.
 DK7230
 DK7230.The dynamic height is computed by dividing the NAVD 88
 DK7230.geopotential number by the normal gravity value computed on the
 DK7230.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK7230.degrees latitude (g = 980.6199 gals.).
 DK7230
 DK7230.The modeled gravity was interpolated from observed gravity values.
 DK7230
 DK7230;                    North         East    Units  Estimated Accuracy
 DK7230;SPC MN S     -   307,337.8     845,127.3     MT  (+/- 3 meters HH1 GPS) 
 DK7230
 DK7230_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK6611167998(NAD 83)
 DK7230
 DK7230                          SUPERSEDED SURVEY CONTROL
 DK7230
 DK7230.No superseded survey control is available for this station.
 DK7230
 DK7230_MARKER: DV = VERTICAL CONTROL DISK
 DK7230_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DK7230_SP_SET: BRIDGE RAILING
 DK7230_STAMPING: 2785 BT 2006
 DK7230_MARK LOGO: MNDT
 DK7230_MAGNETIC: N = NO MAGNETIC MATERIAL
 DK7230_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DK7230_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DK7230+SATELLITE: SATELLITE OBSERVATIONS - September 10, 2013
 DK7230
 DK7230  HISTORY     - Date     Condition        Report By
 DK7230  HISTORY     - 19990401 MONUMENTED       MNDT
 DK7230  HISTORY     - 20070313 GOOD             MNDT
 DK7230  HISTORY     - 20080403 GOOD             MNDT
 DK7230  HISTORY     - 20130910 GOOD             MNDT
 DK7230
 DK7230                          STATION DESCRIPTION
 DK7230
 DK7230'DESCRIBED BY MN DEPT OF TRANSP 2007 (FAD)
 DK7230'THE MARK IS LOCATED ABOUT 6.6 MI (10.7 KM) WEST-NORTHWEST OF
 DK7230'BLOOMINGTON, 4.5 MI (7.2 KM) SOUTH-SOUTHEAST OF HOPKINS AND 2.2 MI
 DK7230'(3.5 KM) EAST-NORTHEAST TO EDEN PRAIRIE.
 DK7230'
 DK7230'MARK SET IN RAIL IN NORTHEAST CORNER OF TRUNK HIGHWAY 494 BRIDGE
 DK7230'NUMBER 27V10 OVER TRUNK HIGHWAY 5, 0.3 MI (0.5 KM) SOUTHEAST ALONG
 DK7230'TRUNK HIGHWAY 494 FROM THE JUNCTION OF TRUNK HIGHWAY 494 AND VALLEY
 DK7230'VIEW ROAD IN EDEN PRAIRIE, AT TRUNK HIGHWAY 494 MILE POINT 11.9, 70 FT
 DK7230'(21.3 M) NORTHEAST OF TRUNK HIGHWAY 494.  DISK SET IN BRIDGE WHEN
 DK7230'BUILT IN 1999 THEN STAMPED WHEN USED IN 2006.
 DK7230
 DK7230                          STATION RECOVERY (2008)
 DK7230
 DK7230'RECOVERY NOTE BY MN DEPT OF TRANSP 2008 (PJG)
 DK7230'THE STATION IS LOCATED IN EDEN PRAIRIE.
 DK7230'
 DK7230'TO REACH THE MARK IN RAIL IN NORTHEAST CORNER OF INTERSTATE HIGHWAY
 DK7230'494 BRIDGE NUMBER 27V10 OVER TRUNK HIGHWAY 5.
 DK7230'
 DK7230'IT IS 0.3 MI (0.5 KM) SOUTHEAST ALONG INTERSTATE HIGHWAY 494 FROM THE
 DK7230'JUNCTION OF INTERSTATE HIGHWAY 494 AND VALLEY VIEW ROAD, AT INTERSTATE
 DK7230'HIGHWAY 494 MILE POINT 11.9, 70.0 FT (21.3 M) NORTHEAST OF INTERSTATE
 DK7230'HIGHWAY 494.
 DK7230
 DK7230                          STATION RECOVERY (2013)
 DK7230
 DK7230'RECOVERY NOTE BY MN DEPT OF TRANSP 2013 (MAS)
 DK7230'IN EDEN PRAIRIE, IN BRIDGE RAILING IN NORTHEAST CORNER OF WESTBOUND
 DK7230'INTERSTATE HIGHWAY 494 BRIDGE NUMBER 27V10 OVER TRUNK HIGHWAY 5, 0.3
 DK7230'MILE SOUTHEAST ALONG INTERSTATE HIGHWAY 494 FROM JUNCTION OF
 DK7230'INTERSTATE HIGHWAY 494 AND VALLEY VIEW ROAD, AT INTERSTATE HIGHWAY 494
 DK7230'MILEPOINT 11.9, 70.0 FEET NORTHEAST OF INTERSTATE HIGHWAY 494.  DISK
 DK7230'SET IN BRIDGE WHEN BUILT IN 1999 THEN STAMPED WHEN USED IN 2006.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DK7231 ***********************************************************************
 DK7231  DESIGNATION -  2785 BU
 DK7231  PID         -  DK7231
 DK7231  STATE/COUNTY-  MN/HENNEPIN
 DK7231  COUNTRY     -  US
 DK7231  USGS QUAD   -  EDEN PRAIRIE (2019)
 DK7231
 DK7231                         *CURRENT SURVEY CONTROL
 DK7231  ______________________________________________________________________
 DK7231* NAD 83(1986) POSITION- 44 51 53.84   (N) 093 25 48.67   (W)   HD_HELD1
 DK7231* NAVD 88 ORTHO HEIGHT -   271.185 (meters)      889.71  (feet) ADJUSTED
 DK7231  ______________________________________________________________________
 DK7231  GEOID HEIGHT    -        -26.908 (meters)                     GEOID18
 DK7231  DYNAMIC HEIGHT  -        271.179 (meters)      889.69  (feet) COMP
 DK7231  MODELED GRAVITY -    980,586.9   (mgal)                       NAVD 88
 DK7231
 DK7231  VERT ORDER      -  SECOND    CLASS I
 DK7231
 DK7231.The horizontal coordinates were determined by differentially corrected
 DK7231.hand held GPS observations or other comparable positioning techniques
 DK7231.and have an estimated accuracy of +/- 3 meters.
 DK7231
 DK7231.The orthometric height was determined by differential leveling and
 DK7231.adjusted by the NATIONAL GEODETIC SURVEY
 DK7231.in May 2010.
 DK7231
 DK7231.No vertical observational check was made to the station.
 DK7231
 DK7231.Significant digits in the geoid height do not necessarily reflect accuracy.
 DK7231.GEOID18 height accuracy estimate available here.
 DK7231
 DK7231.Click photographs - Photos may exist for this station.
 DK7231
 DK7231.The dynamic height is computed by dividing the NAVD 88
 DK7231.geopotential number by the normal gravity value computed on the
 DK7231.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK7231.degrees latitude (g = 980.6199 gals.).
 DK7231
 DK7231.The modeled gravity was interpolated from observed gravity values.
 DK7231
 DK7231;                    North         East    Units  Estimated Accuracy
 DK7231;SPC MN S     -   307,376.9     845,030.5     MT  (+/- 3 meters HH1 GPS) 
 DK7231
 DK7231_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK6601568038(NAD 83)
 DK7231
 DK7231                          SUPERSEDED SURVEY CONTROL
 DK7231
 DK7231.No superseded survey control is available for this station.
 DK7231
 DK7231_MARKER: DD = SURVEY DISK
 DK7231_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DK7231_SP_SET: BRIDGE WALKWAY
 DK7231_STAMPING: 2785 BU 2006
 DK7231_MARK LOGO: MNDT
 DK7231_MAGNETIC: N = NO MAGNETIC MATERIAL
 DK7231_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DK7231_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DK7231+SATELLITE: SATELLITE OBSERVATIONS - September 10, 2013
 DK7231
 DK7231  HISTORY     - Date     Condition        Report By
 DK7231  HISTORY     - 1999     MONUMENTED       MNDT
 DK7231  HISTORY     - 20070313 GOOD             MNDT
 DK7231  HISTORY     - 20080403 GOOD             MNDT
 DK7231  HISTORY     - 20130910 GOOD             MNDT
 DK7231
 DK7231                          STATION DESCRIPTION
 DK7231
 DK7231'DESCRIBED BY MN DEPT OF TRANSP 2007 (FAD)
 DK7231'RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.    THE MARK
 DK7231'IS LOCATED ABOUT 6.6 MI (10.6 KM) NORTHEAST OF SHAKOPEE, 4.5 MI (7.2
 DK7231'KM) SOUTH-SOUTHEAST OF HOPKINS AND 2.1 MI (3.4 KM) EAST-NORTHEAST TO
 DK7231'EDEN PRAIRIE.
 DK7231'
 DK7231'MARK SET IN BRIDGE DECK IN SOUTHWEST CORNER OF TRUNK HIGHWAY 494
 DK7231'BRIDGE NUMBER 27V09 OVER TRUNK HIGHWAY 5, 0.3 MILE (0.5 KM) SOUTHEAST
 DK7231'ALONG TRUNK HIGHWAY 494 FROM JUNCTION OF TRUNK HIGHWAY 494 AND VALLEY
 DK7231'VIEW ROAD IN EDEN PRAIRIE, AT TRUNK HIGHWAY 494 MILEPOINT 11.9, 72
 DK7231'FEET (21.9 M) SOUTHWEST OF TRUNK HIGHWAY 494.  DISK SET IN BRIDGE WHEN
 DK7231'BUILT IN 1999 THEN STAMPED WHEN USED IN 2006.
 DK7231
 DK7231                          STATION RECOVERY (2008)
 DK7231
 DK7231'RECOVERY NOTE BY MN DEPT OF TRANSP 2008 (JBG)
 DK7231'RECOVERED AS DESCRIBED.
 DK7231
 DK7231                          STATION RECOVERY (2013)
 DK7231
 DK7231'RECOVERY NOTE BY MN DEPT OF TRANSP 2013 (MAS)
 DK7231'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DK7232 ***********************************************************************
 DK7232  DESIGNATION -  2785 BV
 DK7232  PID         -  DK7232
 DK7232  STATE/COUNTY-  MN/HENNEPIN
 DK7232  COUNTRY     -  US
 DK7232  USGS QUAD   -  HOPKINS (2019)
 DK7232
 DK7232                         *CURRENT SURVEY CONTROL
 DK7232  ______________________________________________________________________
 DK7232* NAD 83(1986) POSITION- 44 53 27.76   (N) 093 26 35.13   (W)   HD_HELD1
 DK7232* NAVD 88 ORTHO HEIGHT -   297.385 (meters)      975.67  (feet) ADJUSTED
 DK7232  ______________________________________________________________________
 DK7232  GEOID HEIGHT    -        -26.882 (meters)                     GEOID18
 DK7232  DYNAMIC HEIGHT  -        297.378 (meters)      975.65  (feet) COMP
 DK7232  MODELED GRAVITY -    980,586.9   (mgal)                       NAVD 88
 DK7232
 DK7232  VERT ORDER      -  SECOND    CLASS I
 DK7232
 DK7232.The horizontal coordinates were determined by differentially corrected
 DK7232.hand held GPS observations or other comparable positioning techniques
 DK7232.and have an estimated accuracy of +/- 3 meters.
 DK7232
 DK7232.The orthometric height was determined by differential leveling and
 DK7232.adjusted by the NATIONAL GEODETIC SURVEY
 DK7232.in May 2010.
 DK7232
 DK7232.Significant digits in the geoid height do not necessarily reflect accuracy.
 DK7232.GEOID18 height accuracy estimate available here.
 DK7232
 DK7232.Click photographs - Photos may exist for this station.
 DK7232
 DK7232.The dynamic height is computed by dividing the NAVD 88
 DK7232.geopotential number by the normal gravity value computed on the
 DK7232.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK7232.degrees latitude (g = 980.6199 gals.).
 DK7232
 DK7232.The modeled gravity was interpolated from observed gravity values.
 DK7232
 DK7232;                    North         East    Units  Estimated Accuracy
 DK7232;SPC MN S     -   310,268.9     843,990.8     MT  (+/- 3 meters HH1 GPS) 
 DK7232
 DK7232_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK6501170942(NAD 83)
 DK7232
 DK7232                          SUPERSEDED SURVEY CONTROL
 DK7232
 DK7232.No superseded survey control is available for this station.
 DK7232
 DK7232_MARKER: DD = SURVEY DISK
 DK7232_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DK7232_SP_SET: BRIDGE RAILING
 DK7232_STAMPING: 2785 BV 2006
 DK7232_MARK LOGO: MNDT
 DK7232_MAGNETIC: N = NO MAGNETIC MATERIAL
 DK7232_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DK7232_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DK7232+SATELLITE: SATELLITE OBSERVATIONS - September 10, 2013
 DK7232
 DK7232  HISTORY     - Date     Condition        Report By
 DK7232  HISTORY     - 20050401 MONUMENTED       MNDT
 DK7232  HISTORY     - 20130910 GOOD             MNDT
 DK7232
 DK7232                          STATION DESCRIPTION
 DK7232
 DK7232'DESCRIBED BY MN DEPT OF TRANSP 2005
 DK7232'THE MARK IS LOCATED ABOUT 6.1 MI (9.8 KM) EAST OF EXCELSIOR, 2.5 MI
 DK7232'(4.1 KM) SOUTH-SOUTHEAST OF HOPKINS, AND 2.8 MI (4.6 KM)
 DK7232'NORTH-NORTHEAST TO EDEN PRAIRIE.
 DK7232'
 DK7232'MARK SET IN RAIL IN SOUTHEAST CORNER OF TRUNK HIGHWAY 494 BRIDGE
 DK7232'NUMBER 27V50 OVER TRUNK HIGHWAY 62, 1.6 MILES (2.6 KM) NORTH ALONG
 DK7232'TRUNK HIGHWAY 494 FROM JUNCTION OF TRUNK HIGHWAY 494 AND VALLEY VIEW
 DK7232'ROAD IN EDEN PRAIRIE, AT TRUNK HIGHWAY 494 MILEPOINT 13.9, 64 FEET
 DK7232'(19.5 M) EAST OF TRUNK HIGHWAY 494, 35 FEET (10.7 M) NORTH OF SOUTH
 DK7232'END OF BRIDGE RAILING.  DISK SET IN BRIDGE WHEN BUILT IN 2005 THEN
 DK7232'STAMPED WHEN USED IN 2006.
 DK7232
 DK7232                          STATION RECOVERY (2013)
 DK7232
 DK7232'RECOVERY NOTE BY MN DEPT OF TRANSP 2013 (KMS)
 DK7232'IN EDEN PRAIRIE, IN BRIDGE RAILING IN SOUTHEAST CORNER OF NORTHBOUND
 DK7232'INTERSTATE HIGHWAY 494 BRIDGE NUMBER 27V50 OVER TRUNK HIGHWAY 62, 1.6
 DK7232'MILES NORTH ALONG INTERSTATE HIGHWAY 494 FROM JUNCTION OF INTERSTATE
 DK7232'HIGHWAY 494 AND VALLEY VIEW ROAD, AT INTERSTATE HIGHWAY 494 MILEPOINT
 DK7232'13.9, 64 FEET EAST OF NORTHBOUND INTERSTATE HIGHWAY 494, 35 FEET NORTH
 DK7232'OF SOUTH END OF BRIDGE RAILING.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DK7237 ***********************************************************************
 DK7237  DESIGNATION -  2785 BW
 DK7237  PID         -  DK7237
 DK7237  STATE/COUNTY-  MN/HENNEPIN
 DK7237  COUNTRY     -  US
 DK7237  USGS QUAD   -  HOPKINS (2019)
 DK7237
 DK7237                         *CURRENT SURVEY CONTROL
 DK7237  ______________________________________________________________________
 DK7237* NAD 83(1986) POSITION- 44 53 30.13   (N) 093 26 37.34   (W)   HD_HELD1
 DK7237* NAVD 88 ORTHO HEIGHT -   296.769 (meters)      973.65  (feet) ADJUSTED
 DK7237  ______________________________________________________________________
 DK7237  GEOID HEIGHT    -        -26.881 (meters)                     GEOID18
 DK7237  DYNAMIC HEIGHT  -        296.763 (meters)      973.63  (feet) COMP
 DK7237  MODELED GRAVITY -    980,587.1   (mgal)                       NAVD 88
 DK7237
 DK7237  VERT ORDER      -  SECOND    CLASS I
 DK7237
 DK7237.The horizontal coordinates were determined by differentially corrected
 DK7237.hand held GPS observations or other comparable positioning techniques
 DK7237.and have an estimated accuracy of +/- 3 meters.
 DK7237
 DK7237.The orthometric height was determined by differential leveling and
 DK7237.adjusted by the NATIONAL GEODETIC SURVEY
 DK7237.in May 2010.
 DK7237
 DK7237.Significant digits in the geoid height do not necessarily reflect accuracy.
 DK7237.GEOID18 height accuracy estimate available here.
 DK7237
 DK7237.Click photographs - Photos may exist for this station.
 DK7237
 DK7237.The dynamic height is computed by dividing the NAVD 88
 DK7237.geopotential number by the normal gravity value computed on the
 DK7237.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK7237.degrees latitude (g = 980.6199 gals.).
 DK7237
 DK7237.The modeled gravity was interpolated from observed gravity values.
 DK7237
 DK7237;                    North         East    Units  Estimated Accuracy
 DK7237;SPC MN S     -   310,341.7     843,941.9     MT  (+/- 3 meters HH1 GPS) 
 DK7237
 DK7237_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK6496371015(NAD 83)
 DK7237
 DK7237                          SUPERSEDED SURVEY CONTROL
 DK7237
 DK7237.No superseded survey control is available for this station.
 DK7237
 DK7237_MARKER: DD = SURVEY DISK
 DK7237_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DK7237_SP_SET: BRIDGE RAILING
 DK7237_STAMPING: 2785 BW 2006
 DK7237_MARK LOGO: MNDT
 DK7237_MAGNETIC: N = NO MAGNETIC MATERIAL
 DK7237_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DK7237_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DK7237+SATELLITE: SATELLITE OBSERVATIONS - September 10, 2013
 DK7237
 DK7237  HISTORY     - Date     Condition        Report By
 DK7237  HISTORY     - 20061011 MONUMENTED       MNDT
 DK7237  HISTORY     - 20130910 GOOD             MNDT
 DK7237
 DK7237                          STATION DESCRIPTION
 DK7237
 DK7237'DESCRIBED BY MN DEPT OF TRANSP 2006
 DK7237'THE MARK IS LOCATED ABOUT 6.1 MI (9.8 KM) EAST OF EXCELSIOR, 2.5 MI
 DK7237'(4.0 KM) SOUTH-SOUTHEAST OF HOPKINS, AND 2.9 MI (4.6 KM)
 DK7237'NORTH-NORTHEAST TO EDEN PRAIRIE.
 DK7237'
 DK7237'MARK SET IN RAIL IN NORTHWEST CORNER OF TRUNK HIGHWAY 494 BRIDGE
 DK7237'NUMBER 27V49 OVER TRUNK HIGHWAY 62, 1.6 MILES (2.6 KM) NORTH ALONG
 DK7237'TRUNK HIGHWAY 494 FROM JUNCTION OF TRUNK HIGHWAY 494 AND VALLEY VIEW
 DK7237'ROAD IN EDEN PRAIRIE, AT TRUNK HIGHWAY 494 MILEPOINT 13.9, 66 FEET
 DK7237'(20.1 M) WEST OF TRUNK HIGHWAY 494.  DISK SET IN BRIDGE WHEN BUILT IN
 DK7237'2005 THEN STAMPED WHEN USED IN 2006.
 DK7237
 DK7237                          STATION RECOVERY (2013)
 DK7237
 DK7237'RECOVERY NOTE BY MN DEPT OF TRANSP 2013 (MAS)
 DK7237'IN EDEN PRAIRIE, IN BRIDGE RAILING IN NORTHWEST CORNER OF SOUTHBOUND
 DK7237'INTERSTATE HIGHWAY 494 BRIDGE NUMBER 27V49 OVER INTERSTATE HIGHWAY 62,
 DK7237'1.6 MILES NORTH ALONG INTERSTATE HIGHWAY 494 FROM JUNCTION OF
 DK7237'INTERSTATE HIGHWAY 494 AND VALLEY VIEW ROAD, AT INTERSTATE HIGHWAY 494
 DK7237'MILEPOINT 13.9, 66 FEET WEST OF SOUTHBOUND INTERSTATE HIGHWAY 494.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DK7238 ***********************************************************************
 DK7238  DESIGNATION -  2785 BX
 DK7238  PID         -  DK7238
 DK7238  STATE/COUNTY-  MN/HENNEPIN
 DK7238  COUNTRY     -  US
 DK7238  USGS QUAD   -  HOPKINS (2019)
 DK7238
 DK7238                         *CURRENT SURVEY CONTROL
 DK7238  ______________________________________________________________________
 DK7238* NAD 83(1986) POSITION- 44 53 55.12   (N) 093 26 42.96   (W)   HD_HELD1
 DK7238* NAVD 88 ORTHO HEIGHT -   292.741 (meters)      960.43  (feet) ADJUSTED
 DK7238  ______________________________________________________________________
 DK7238  GEOID HEIGHT    -        -26.879 (meters)                     GEOID18
 DK7238  DYNAMIC HEIGHT  -        292.735 (meters)      960.41  (feet) COMP
 DK7238  MODELED GRAVITY -    980,588.0   (mgal)                       NAVD 88
 DK7238
 DK7238  VERT ORDER      -  SECOND    CLASS I
 DK7238
 DK7238.The horizontal coordinates were determined by differentially corrected
 DK7238.hand held GPS observations or other comparable positioning techniques
 DK7238.and have an estimated accuracy of +/- 3 meters.
 DK7238
 DK7238.The orthometric height was determined by differential leveling and
 DK7238.adjusted by the NATIONAL GEODETIC SURVEY
 DK7238.in May 2010.
 DK7238
 DK7238.Significant digits in the geoid height do not necessarily reflect accuracy.
 DK7238.GEOID18 height accuracy estimate available here.
 DK7238
 DK7238.Click photographs - Photos may exist for this station.
 DK7238
 DK7238.The dynamic height is computed by dividing the NAVD 88
 DK7238.geopotential number by the normal gravity value computed on the
 DK7238.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK7238.degrees latitude (g = 980.6199 gals.).
 DK7238
 DK7238.The modeled gravity was interpolated from observed gravity values.
 DK7238
 DK7238;                    North         East    Units  Estimated Accuracy
 DK7238;SPC MN S     -   311,112.3     843,813.3     MT  (+/- 3 meters HH1 GPS) 
 DK7238
 DK7238_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK6484471787(NAD 83)
 DK7238
 DK7238                          SUPERSEDED SURVEY CONTROL
 DK7238
 DK7238.No superseded survey control is available for this station.
 DK7238
 DK7238_MARKER: DD = SURVEY DISK
 DK7238_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DK7238_SP_SET: BRIDGE RAILING
 DK7238_STAMPING: 2785 BX 2006
 DK7238_MARK LOGO: MNDT
 DK7238_MAGNETIC: N = NO MAGNETIC MATERIAL
 DK7238_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DK7238_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DK7238+SATELLITE: SATELLITE OBSERVATIONS - September 11, 2013
 DK7238
 DK7238  HISTORY     - Date     Condition        Report By
 DK7238  HISTORY     - 20061011 MONUMENTED       MNDT
 DK7238  HISTORY     - 20130911 GOOD             MNDT
 DK7238
 DK7238                          STATION DESCRIPTION
 DK7238
 DK7238'DESCRIBED BY MN DEPT OF TRANSP 2006
 DK7238'THE MARK IS LOCATED ABOUT 5.9 MI (9.6 KM) EAST OF EXCELSIOR, 3.3 MI
 DK7238'(5.3 KM) NORTH-NORTHEAST OF EDEN PRAIRIE AND 2.0 MI (3.2 KM)
 DK7238'SOUTH-SOUTHEAST OF HOPKINS TO MINNETONKA.
 DK7238'
 DK7238'MARK SET IN RAIL IN SOUTHEAST CORNER OF TRUNK HIGHWAY 494 BRIDGE
 DK7238'NUMBER 27V52 OVER RAILROAD, 1.9 MILES (3.1 KM) SOUTH ALONG TRUNK
 DK7238'HIGHWAY 494 FROM JUNCTION OF TRUNK HIGHWAY 494 AND TRUNK HIGHWAY 7 IN
 DK7238'MINNETONKA, AT TRUNK HIGHWAY 494 MILEPOINT 14.4, 64 FEET (19.5 M) EAST
 DK7238'OF TRUNK HIGHWAY 494.  DISK SET IN BRIDGE WHEN BUILT IN 2005 THEN
 DK7238'STAMPED WHEN USED IN 2006.
 DK7238
 DK7238                          STATION RECOVERY (2013)
 DK7238
 DK7238'RECOVERY NOTE BY MN DEPT OF TRANSP 2013 (KMS)
 DK7238'IN MINNETONKA, IN BRIDGE RAILING IN SOUTHEAST CORNER OF NORTHBOUND
 DK7238'INTERSTATE HIGHWAY 494 BRIDGE NUMBER 27V52 OVER RAILROAD TRACKS, 0.53
 DK7238'MILES NORTH ALONG INTERSTATE HIGHWAY 494 FROM JUNCTION OF INTERSTATE
 DK7238'HIGHWAY 494 AND TRUNK HIGHWAY 62/ CROSSTOWN, AT INTERSTATE HIGHWAY 494
 DK7238'MILEPOINT 14.4, 64 FEET EAST OF NORTHBOUND INTERSTATE HIGHWAY 494.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DK7242 ***********************************************************************
 DK7242  DESIGNATION -  2785 BY
 DK7242  PID         -  DK7242
 DK7242  STATE/COUNTY-  MN/HENNEPIN
 DK7242  COUNTRY     -  US
 DK7242  USGS QUAD   -  HOPKINS (2019)
 DK7242
 DK7242                         *CURRENT SURVEY CONTROL
 DK7242  ______________________________________________________________________
 DK7242* NAD 83(1986) POSITION- 44 53 55.90   (N) 093 26 45.25   (W)   HD_HELD1
 DK7242* NAVD 88 ORTHO HEIGHT -   292.551 (meters)      959.81  (feet) ADJUSTED
 DK7242  ______________________________________________________________________
 DK7242  GEOID HEIGHT    -        -26.878 (meters)                     GEOID18
 DK7242  DYNAMIC HEIGHT  -        292.545 (meters)      959.79  (feet) COMP
 DK7242  MODELED GRAVITY -    980,588.1   (mgal)                       NAVD 88
 DK7242
 DK7242  VERT ORDER      -  SECOND    CLASS I
 DK7242
 DK7242.The horizontal coordinates were determined by differentially corrected
 DK7242.hand held GPS observations or other comparable positioning techniques
 DK7242.and have an estimated accuracy of +/- 3 meters.
 DK7242
 DK7242.The orthometric height was determined by differential leveling and
 DK7242.adjusted by the NATIONAL GEODETIC SURVEY
 DK7242.in May 2010.
 DK7242
 DK7242.Significant digits in the geoid height do not necessarily reflect accuracy.
 DK7242.GEOID18 height accuracy estimate available here.
 DK7242
 DK7242.Click photographs - Photos may exist for this station.
 DK7242
 DK7242.The dynamic height is computed by dividing the NAVD 88
 DK7242.geopotential number by the normal gravity value computed on the
 DK7242.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK7242.degrees latitude (g = 980.6199 gals.).
 DK7242
 DK7242.The modeled gravity was interpolated from observed gravity values.
 DK7242
 DK7242;                    North         East    Units  Estimated Accuracy
 DK7242;SPC MN S     -   311,136.0     843,762.9     MT  (+/- 3 meters HH1 GPS) 
 DK7242
 DK7242_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK6479471811(NAD 83)
 DK7242
 DK7242                          SUPERSEDED SURVEY CONTROL
 DK7242
 DK7242.No superseded survey control is available for this station.
 DK7242
 DK7242_MARKER: DD = SURVEY DISK
 DK7242_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DK7242_SP_SET: BRIDGE RAILING
 DK7242_STAMPING: 2785 BY 2006
 DK7242_MARK LOGO: MNDT
 DK7242_MAGNETIC: N = NO MAGNETIC MATERIAL
 DK7242_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DK7242_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DK7242+SATELLITE: SATELLITE OBSERVATIONS - September 11, 2013
 DK7242
 DK7242  HISTORY     - Date     Condition        Report By
 DK7242  HISTORY     - 20061011 MONUMENTED       MNDT
 DK7242  HISTORY     - 20130911 GOOD             MNDT
 DK7242
 DK7242                          STATION DESCRIPTION
 DK7242
 DK7242'DESCRIBED BY MN DEPT OF TRANSP 2006
 DK7242'THE MARK IS LOCATED ABOUT 5.9 MI (9.5 KM) EAST OF EXCELSIOR, 3.3 MI
 DK7242'(5.3 KM) NORTH-NORTHEAST OF EDEN PRAIRIE AND 2.0 MI (3.2 KM)
 DK7242'SOUTH-SOUTHEAST OF HOPKINS TO MINNETONKA.
 DK7242'
 DK7242'THE MARK SET IN RAIL IN NORTHWEST CORNER OF TRUNK HIGHWAY 494 BRIDGE
 DK7242'NUMBER 27V51 OVER RAILROAD, 1.9 MILES (3.1 KM) SOUTH ALONG TRUNK
 DK7242'HIGHWAY 494 FROM JUNCTION OF TRUNK HIGHWAY 494 AND TRUNK HIGHWAY 7 IN
 DK7242'MINNETONKA, AT TRUNK HIGHWAY 494 MILEPOINT 14.4, 74 FEET (22.6 M) WEST
 DK7242'OF TRUNK HIGHWAY 494.  DISK SET IN BRIDGE WHEN BUILT IN 2005 THEN
 DK7242'STAMPED WHEN USED IN 2006.
 DK7242
 DK7242                          STATION RECOVERY (2013)
 DK7242
 DK7242'RECOVERY NOTE BY MN DEPT OF TRANSP 2013 (KMS)
 DK7242'IN MINNETONKA, IN BRIDGE RAILING IN NORTHWEST CORNER OF SOUTHBOUND
 DK7242'INTERSTATE HIGHWAY 494 BRIDGE NUMBER 27V51 OVER RAILROAD TRACKS, 1.9
 DK7242'MILES SOUTH ALONG INTERSTATE HIGHWAY 494 FROM JUNCTION OF INTERSTATE
 DK7242'HIGHWAY 494 AND TRUNK HIGHWAY 7, AT INTERSTATE HIGHWAY 494 MILEPOINT
 DK7242'14.4, 74 FEET WEST OF SOUTHBOUND INTERSTATE HIGHWAY 494.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DK7244 ***********************************************************************
 DK7244  DESIGNATION -  2785 BZ
 DK7244  PID         -  DK7244
 DK7244  STATE/COUNTY-  MN/HENNEPIN
 DK7244  COUNTRY     -  US
 DK7244  USGS QUAD   -  HOPKINS (2019)
 DK7244
 DK7244                         *CURRENT SURVEY CONTROL
 DK7244  ______________________________________________________________________
 DK7244* NAD 83(1986) POSITION- 44 54 52.43   (N) 093 26 56.91   (W)   HD_HELD1
 DK7244* NAVD 88 ORTHO HEIGHT -   298.973 (meters)      980.88  (feet) ADJUSTED
 DK7244  ______________________________________________________________________
 DK7244  GEOID HEIGHT    -        -26.874 (meters)                     GEOID18
 DK7244  DYNAMIC HEIGHT  -        298.968 (meters)      980.86  (feet) COMP
 DK7244  MODELED GRAVITY -    980,590.6   (mgal)                       NAVD 88
 DK7244
 DK7244  VERT ORDER      -  SECOND    CLASS I
 DK7244
 DK7244.The horizontal coordinates were determined by differentially corrected
 DK7244.hand held GPS observations or other comparable positioning techniques
 DK7244.and have an estimated accuracy of +/- 3 meters.
 DK7244
 DK7244.The orthometric height was determined by differential leveling and
 DK7244.adjusted by the NATIONAL GEODETIC SURVEY
 DK7244.in May 2010.
 DK7244
 DK7244.Significant digits in the geoid height do not necessarily reflect accuracy.
 DK7244.GEOID18 height accuracy estimate available here.
 DK7244
 DK7244.Click photographs - Photos may exist for this station.
 DK7244
 DK7244.The dynamic height is computed by dividing the NAVD 88
 DK7244.geopotential number by the normal gravity value computed on the
 DK7244.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK7244.degrees latitude (g = 980.6199 gals.).
 DK7244
 DK7244.The modeled gravity was interpolated from observed gravity values.
 DK7244
 DK7244;                    North         East    Units  Estimated Accuracy
 DK7244;SPC MN S     -   312,879.2     843,495.3     MT  (+/- 3 meters HH1 GPS) 
 DK7244
 DK7244_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK6454873557(NAD 83)
 DK7244
 DK7244                          SUPERSEDED SURVEY CONTROL
 DK7244
 DK7244.No superseded survey control is available for this station.
 DK7244
 DK7244_MARKER: DD = SURVEY DISK
 DK7244_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DK7244_SP_SET: BRIDGE PARAPET
 DK7244_STAMPING: 2785 BZ 2006
 DK7244_MARK LOGO: MNDT
 DK7244_MAGNETIC: N = NO MAGNETIC MATERIAL
 DK7244_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DK7244_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DK7244+SATELLITE: SATELLITE OBSERVATIONS - October 19, 2024
 DK7244
 DK7244  HISTORY     - Date     Condition        Report By
 DK7244  HISTORY     - 20061012 MONUMENTED       MNDT
 DK7244  HISTORY     - 20130911 GOOD             MNDT
 DK7244  HISTORY     - 20241019 GOOD             USPSQD
 DK7244
 DK7244                          STATION DESCRIPTION
 DK7244
 DK7244'DESCRIBED BY MN DEPT OF TRANSP 2006
 DK7244'THE MARK IS LOCATED ABOUT 5.8 MI (9.3 KM) EAST OF EXCELSIOR, 4.3 MI
 DK7244'(6.9 KM) NORTH-NORTHEAST OF EDEN PRAIRIE AND 1.0 MI (1.6 KM) SOUTHEAST
 DK7244'OF HOPKINS TO MINNETONKA.    THE MARK SET IN RAIL IN SOUTHEAST CORNER
 DK7244'OF COUNTY ROAD 3 BRIDGE NUMBER 27V58 OVER TRUNK HIGHWAY 494, 0.8 MILES
 DK7244'(1.3 KM) SOUTH ALONG TRUNK HIGHWAY 494 FROM JUNCTION OF TRUNK HIGHWAY
 DK7244'494 AND TRUNK HIGHWAY 7 IN MINNETONKA, AT TRUNK HIGHWAY 494 MILEPOINT
 DK7244'15.5, 26 FEET (7.9 M) SOUTH OF COUNTY ROAD 3.  DISK SET IN BRIDGE WHEN
 DK7244'BUILT IN 2005 THEN STAMPED WHEN USED IN 2006.
 DK7244
 DK7244                          STATION RECOVERY (2013)
 DK7244
 DK7244'RECOVERY NOTE BY MN DEPT OF TRANSP 2013 (KMS)
 DK7244'IN MINNETONKA, IN BRIDGE RAILING IN SOUTHEAST CORNER OF COUNTY ROAD 3
 DK7244'BRIDGE NUMBER 27V58 OVER INTERSTATE HIGHWAY 494, 0.8 MILE SOUTH ALONG
 DK7244'INTERSTATE HIGHWAY 494 FROM JUNCTION OF INTERSTATE HIGHWAY 494 AND
 DK7244'TRUNK HIGHWAY 7, AT INTERSTATE HIGHWAY 494 MILEPOINT 15.5, 26 FEET
 DK7244'SOUTH OF COUNTY ROAD 3.
 DK7244
 DK7244                          STATION RECOVERY (2024)
 DK7244
 DK7244'RECOVERY NOTE BY US POWER SQUADRON 2024 (SMB)
 DK7244'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 QO0579 ***********************************************************************
 QO0579  DESIGNATION -  2785 C
 QO0579  PID         -  QO0579
 QO0579  STATE/COUNTY-  MN/HENNEPIN
 QO0579  COUNTRY     -  US
 QO0579  USGS QUAD   -  OSSEO (2019)
 QO0579
 QO0579                         *CURRENT SURVEY CONTROL
 QO0579  ______________________________________________________________________
 QO0579* NAD 83(1986) POSITION- 45 03 36.67   (N) 093 27 00.36   (W)   HD_HELD1
 QO0579* NAVD 88 ORTHO HEIGHT -   300.222 (meters)      984.98  (feet) ADJUSTED
 QO0579  ______________________________________________________________________
 QO0579  GEOID HEIGHT    -        -27.265 (meters)                     GEOID18
 QO0579  DYNAMIC HEIGHT  -        300.214 (meters)      984.95  (feet) COMP
 QO0579  MODELED GRAVITY -    980,579.5   (mgal)                       NAVD 88
 QO0579
 QO0579  VERT ORDER      -  SECOND    CLASS I
 QO0579
 QO0579.The horizontal coordinates were determined by differentially corrected
 QO0579.hand held GPS observations or other comparable positioning techniques
 QO0579.and have an estimated accuracy of +/- 3 meters.
 QO0579
 QO0579.The orthometric height was determined by differential leveling and
 QO0579.adjusted by the NATIONAL GEODETIC SURVEY
 QO0579.in September 2013.
 QO0579
 QO0579.Significant digits in the geoid height do not necessarily reflect accuracy.
 QO0579.GEOID18 height accuracy estimate available here.
 QO0579
 QO0579.Click photographs - Photos may exist for this station.
 QO0579
 QO0579.The dynamic height is computed by dividing the NAVD 88
 QO0579.geopotential number by the normal gravity value computed on the
 QO0579.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QO0579.degrees latitude (g = 980.6199 gals.).
 QO0579
 QO0579.The modeled gravity was interpolated from observed gravity values.
 QO0579
 QO0579;                    North         East    Units  Estimated Accuracy
 QO0579;SPC MN S     -   329,060.8     843,310.8     MT  (+/- 3 meters HH1 GPS) 
 QO0579
 QO0579_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK6456289734(NAD 83)
 QO0579
 QO0579                          SUPERSEDED SURVEY CONTROL
 QO0579
 QO0579  NAVD 88 (06/15/91)  300.217  (m)          984.96   (f) SUPERSEDED  2 0
 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
 QO0579.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QO0579.See file dsdata.pdf to determine how the superseded data were derived.
 QO0579
 QO0579_MARKER: DB = BENCH MARK DISK
 QO0579_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 QO0579_SP_SET: BRIDGE ABUTMENT
 QO0579_STAMPING: 2785 C 1970
 QO0579_MARK LOGO: MNHD
 QO0579_MAGNETIC: N = NO MAGNETIC MATERIAL
 QO0579_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QO0579_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 QO0579+SATELLITE: SATELLITE OBSERVATIONS - September 12, 2013
 QO0579
 QO0579  HISTORY     - Date     Condition        Report By
 QO0579  HISTORY     - 19700401 MONUMENTED       MNHD
 QO0579  HISTORY     - 1986     GOOD             USPSQD
 QO0579  HISTORY     - 1989     GOOD             MNDT
 QO0579  HISTORY     - 19991107 GOOD             USPSQD
 QO0579  HISTORY     - 20041118 GOOD             USPSQD
 QO0579  HISTORY     - 20070926 GOOD             MNDT
 QO0579  HISTORY     - 20080528 GOOD             MNDT
 QO0579  HISTORY     - 20130912 GOOD             MNDT
 QO0579
 QO0579                          STATION DESCRIPTION
 QO0579
 QO0579'DESCRIBED BY MN HIGHWAY DEPT 1970
 QO0579'IN PLYMOUTH.
 QO0579'MARK IS LOCATED IN THE SOUTHEAST CORNER OF BRIDGE NO. 27978.
 QO0579'NORTHBOUND FAI 494 OVER COUNTY ROAD NO. 47, 2.8 MILES NORTH OF TH 55.
 QO0579'NE 1/4 SECTION 3, T 118 N, R 22 W.
 QO0579
 QO0579                          STATION RECOVERY (1986)
 QO0579
 QO0579'RECOVERY NOTE BY US POWER SQUADRON 1986 (TZ)
 QO0579'RECOVERED IN GOOD CONDITION.
 QO0579
 QO0579                          STATION RECOVERY (1989)
 QO0579
 QO0579'RECOVERY NOTE BY MN DEPT OF TRANSP 1989
 QO0579'RECOVERED IN GOOD CONDITION.
 QO0579
 QO0579                          STATION RECOVERY (1999)
 QO0579
 QO0579'RECOVERY NOTE BY US POWER SQUADRON 1999
 QO0579'RECOVERED IN GOOD CONDITION.
 QO0579
 QO0579                          STATION RECOVERY (2004)
 QO0579
 QO0579'RECOVERY NOTE BY US POWER SQUADRON 2004 (NDM)
 QO0579'RECOVERED IN GOOD CONDITION.
 QO0579
 QO0579                          STATION RECOVERY (2007)
 QO0579
 QO0579'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (WEF)
 QO0579'THE MARK IS LOCATED ABOUT 9.3 MI (15.0 KM) NORTH OF HOPKINS, 4.7 MI
 QO0579'(7.6 KM) SOUTH-SOUTHWEST OF OSSEO AND 3.9 MI (6.3 KM) EAST-NORTHEAST
 QO0579'OF HAMEL.
 QO0579'
 QO0579'TO REACH TO THE MARK AT PLYMOUTH, GO 2.8 MI (4.5 KM) NORTH OF THE
 QO0579'JUNCTION OF INTERSTATE HIGHWAY 494 AND TRUNK HIGHWAY 55, IN SOUTHEAST
 QO0579'CORNER OF INTERSTATE HIGHWAY 494 BRIDGE 27978 OVER COUNTY ROAD 47.
 QO0579
 QO0579                          STATION RECOVERY (2008)
 QO0579
 QO0579'RECOVERY NOTE BY MN DEPT OF TRANSP 2008 (PJG)
 QO0579'RECOVERED AS DESCRIBED.
 QO0579
 QO0579                          STATION RECOVERY (2013)
 QO0579
 QO0579'RECOVERY NOTE BY MN DEPT OF TRANSP 2013 (MAS)
 QO0579'IN PLYMOUTH, IN BRIDGE ABUTMENT IN SOUTHEAST CORNER OF NORTHEAST BOUND
 QO0579'COUNTY ROAD 3/ EXCELSIOR BOULEVARD BRIDGE NUMBER 27978 OVER INTERSTATE
 QO0579'HIGHWAY 494, 2.8 MILES NORTH ALONG INTERSTATE HIGHWAY 494 FROM
 QO0579'JUNCTION OF INTERSTATE HIGHWAY 494 AND TRUNK HIGHWAY 55, AT INTERSTATE
 QO0579'HIGHWAY 494 MILEPOINT 25.7.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DK7243 ***********************************************************************
 DK7243  DESIGNATION -  2785 CA
 DK7243  PID         -  DK7243
 DK7243  STATE/COUNTY-  MN/HENNEPIN
 DK7243  COUNTRY     -  US
 DK7243  USGS QUAD   -  HOPKINS (2019)
 DK7243
 DK7243                         *CURRENT SURVEY CONTROL
 DK7243  ______________________________________________________________________
 DK7243* NAD 83(1986) POSITION- 44 54 41.03   (N) 093 26 55.60   (W)   HD_HELD1
 DK7243* NAVD 88 ORTHO HEIGHT -   293.610 (meters)      963.29  (feet) ADJUSTED
 DK7243  ______________________________________________________________________
 DK7243  GEOID HEIGHT    -        -26.874 (meters)                     GEOID18
 DK7243  DYNAMIC HEIGHT  -        293.605 (meters)      963.27  (feet) COMP
 DK7243  MODELED GRAVITY -    980,590.1   (mgal)                       NAVD 88
 DK7243
 DK7243  VERT ORDER      -  SECOND    CLASS I
 DK7243
 DK7243.The horizontal coordinates were determined by differentially corrected
 DK7243.hand held GPS observations or other comparable positioning techniques
 DK7243.and have an estimated accuracy of +/- 3 meters.
 DK7243
 DK7243.The orthometric height was determined by differential leveling and
 DK7243.adjusted by the NATIONAL GEODETIC SURVEY
 DK7243.in May 2010.
 DK7243
 DK7243.Significant digits in the geoid height do not necessarily reflect accuracy.
 DK7243.GEOID18 height accuracy estimate available here.
 DK7243
 DK7243.Click photographs - Photos may exist for this station.
 DK7243
 DK7243.The dynamic height is computed by dividing the NAVD 88
 DK7243.geopotential number by the normal gravity value computed on the
 DK7243.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK7243.degrees latitude (g = 980.6199 gals.).
 DK7243
 DK7243.The modeled gravity was interpolated from observed gravity values.
 DK7243
 DK7243;                    North         East    Units  Estimated Accuracy
 DK7243;SPC MN S     -   312,527.5     843,526.4     MT  (+/- 3 meters HH1 GPS) 
 DK7243
 DK7243_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK6457473205(NAD 83)
 DK7243
 DK7243                          SUPERSEDED SURVEY CONTROL
 DK7243
 DK7243.No superseded survey control is available for this station.
 DK7243
 DK7243_MARKER: DD = SURVEY DISK
 DK7243_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DK7243_SP_SET: BRIDGE ABUTMENT
 DK7243_STAMPING: 2785 CA 2006
 DK7243_MARK LOGO: MNDT
 DK7243_MAGNETIC: N = NO MAGNETIC MATERIAL
 DK7243_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DK7243_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DK7243+SATELLITE: SATELLITE OBSERVATIONS - September 11, 2013
 DK7243
 DK7243  HISTORY     - Date     Condition        Report By
 DK7243  HISTORY     - 20061012 MONUMENTED       MNDT
 DK7243  HISTORY     - 20130911 GOOD             MNDT
 DK7243
 DK7243                          STATION DESCRIPTION
 DK7243
 DK7243'DESCRIBED BY MN DEPT OF TRANSP 2006
 DK7243'THE MARK IS LOCATED ABOUT 5.8 MI (9.3 KM) EAST OF EXCELSIOR, 4.1 MI
 DK7243'(6.5 KM) NORTH-NORTHEAST OF EDEN PRAIRIE AND 1.2 MI (1.9 KM) SOUTHEAST
 DK7243'OF HOPKINS TO MINNETONKA.    THE MARK SET IN RAIL IN SOUTHEAST CORNER
 DK7243'OF PEDESTRIAN BRIDGE NUMBER 27V57 OVER TRUNK HIGHWAY 494, 1.0 MILE
 DK7243'(1.6 KM) SOUTH ALONG TRUNK HIGHWAY 494 FROM JUNCTION OF TRUNK HIGHWAY
 DK7243'494 AND TRUNK HIGHWAY 7 IN MINNETONKA, AT TRUNK HIGHWAY 494 MILEPOINT
 DK7243'15.3, 6.0 FEET (1.8 M) SOUTH OF PEDESTRIAN BRIDGE.  DISK SET IN BRIDGE
 DK7243'WHEN BUILT IN 2005 THEN STAMPED WHEN USED IN 2006.
 DK7243
 DK7243                          STATION RECOVERY (2013)
 DK7243
 DK7243'RECOVERY NOTE BY MN DEPT OF TRANSP 2013 (MAS)
 DK7243'IN MINNETONKA, IN BRIDGE ABUTMENT IN SOUTHEAST CORNER OF PEDESTRIAN
 DK7243'BRIDGE NUMBER 27V57 OVER INTERSTATE HIGHWAY 494, 1.0 MILE SOUTH ALONG
 DK7243'INTERSTATE HIGHWAY 494 FROM JUNCTION OF INTERSTATE HIGHWAY 494 AND
 DK7243'TRUNK HIGHWAY 7, AT INTERSTATE HIGHWAY 494 MILEPOINT 15.3, 6.0 FEET
 DK7243'SOUTH OF PEDESTRIAN BRIDGE.  NO ACCESS FROM INTERSTATE HIGHWAY 494.
 DK7243'NEAREST ACCESS IS NORTH ALONG INTERSTATE 494, TO EAST ALONG TRUNK
 DK7243'HIGHWAY 7, TO 0.95 MILE SOUTH BAKER ROAD, TO MAYWOOD LANE.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DK7247 ***********************************************************************
 DK7247  DESIGNATION -  2785 CB
 DK7247  PID         -  DK7247
 DK7247  STATE/COUNTY-  MN/HENNEPIN
 DK7247  COUNTRY     -  US
 DK7247  USGS QUAD   -  HOPKINS (2019)
 DK7247
 DK7247                         *CURRENT SURVEY CONTROL
 DK7247  ______________________________________________________________________
 DK7247* NAD 83(1986) POSITION- 44 56 04.28   (N) 093 27 17.62   (W)   HD_HELD1
 DK7247* NAVD 88 ORTHO HEIGHT -   294.580 (meters)      966.47  (feet) ADJUSTED
 DK7247  ______________________________________________________________________
 DK7247  GEOID HEIGHT    -        -26.877 (meters)                     GEOID18
 DK7247  DYNAMIC HEIGHT  -        294.576 (meters)      966.45  (feet) COMP
 DK7247  MODELED GRAVITY -    980,594.0   (mgal)                       NAVD 88
 DK7247
 DK7247  VERT ORDER      -  SECOND    CLASS I
 DK7247
 DK7247.The horizontal coordinates were determined by differentially corrected
 DK7247.hand held GPS observations or other comparable positioning techniques
 DK7247.and have an estimated accuracy of +/- 3 meters.
 DK7247
 DK7247.The orthometric height was determined by differential leveling and
 DK7247.adjusted by the NATIONAL GEODETIC SURVEY
 DK7247.in May 2010.
 DK7247
 DK7247.Significant digits in the geoid height do not necessarily reflect accuracy.
 DK7247.GEOID18 height accuracy estimate available here.
 DK7247
 DK7247.Click photographs - Photos may exist for this station.
 DK7247
 DK7247.The dynamic height is computed by dividing the NAVD 88
 DK7247.geopotential number by the normal gravity value computed on the
 DK7247.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK7247.degrees latitude (g = 980.6199 gals.).
 DK7247
 DK7247.The modeled gravity was interpolated from observed gravity values.
 DK7247
 DK7247;                    North         East    Units  Estimated Accuracy
 DK7247;SPC MN S     -   315,093.9     843,026.3     MT  (+/- 3 meters HH1 GPS) 
 DK7247
 DK7247_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK6410675777(NAD 83)
 DK7247
 DK7247                          SUPERSEDED SURVEY CONTROL
 DK7247
 DK7247.No superseded survey control is available for this station.
 DK7247
 DK7247_MARKER: DD = SURVEY DISK
 DK7247_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DK7247_SP_SET: BRIDGE RAILING
 DK7247_STAMPING: 2785 CB 2006
 DK7247_MARK LOGO: MNDT
 DK7247_MAGNETIC: N = NO MAGNETIC MATERIAL
 DK7247_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DK7247_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DK7247+SATELLITE: SATELLITE OBSERVATIONS - September 11, 2013
 DK7247
 DK7247  HISTORY     - Date     Condition        Report By
 DK7247  HISTORY     - 20061012 MONUMENTED       MNDT
 DK7247  HISTORY     - 20130911 GOOD             MNDT
 DK7247
 DK7247                          STATION DESCRIPTION
 DK7247
 DK7247'DESCRIBED BY MN DEPT OF TRANSP 2006
 DK7247'THE MARK IS LOCATED ABOUT 5.9 MI (9.5 KM) EAST-NORTHEAST OF EXCELSIOR,
 DK7247'5.6 MI (9.0 KM) NORTH OF EDEN PRAIRIE AND 0.8 MI (1.2 KM)
 DK7247'NORTH-NORTHEAST OF HOPKINS TO MINNETONKA.    MARK SET IN RAIL IN
 DK7247'SOUTHEAST CORNER OF OAKLAND ROAD BRIDGE NUMBER 27V61 OVER TRUNK
 DK7247'HIGHWAY 494, 0.7 MILES (1.1 KM) NORTH ALONG TRUNK HIGHWAY 494 FROM
 DK7247'JUNCTION OF TRUNK HIGHWAY 494 AND TRUNK HIGHWAY 7 IN MINNETONKA, AT
 DK7247'TRUNK HIGHWAY 494 MILEPOINT 17.0, 24 FEET (7.3 M) SOUTH OF OAKLAND
 DK7247'ROAD.  DISK SET IN BRIDGE WHEN BUILT IN 2005 THEN STAMPED WHEN USED IN
 DK7247'2006.
 DK7247
 DK7247                          STATION RECOVERY (2013)
 DK7247
 DK7247'RECOVERY NOTE BY MN DEPT OF TRANSP 2013 (KMS)
 DK7247'IN MINNETONKA, IN BRIDGE RAILING IN SOUTHEAST CORNER OF ORCHARD ROAD
 DK7247'BRIDGE NUMBER 27V61 OVER INTERSTATE HIGHWAY 494, 0.7 MILE NORTH ALONG
 DK7247'INTERSTATE HIGHWAY 494 FROM JUNCTION OF INTERSTATE HIGHWAY 494 AND
 DK7247'TRUNK HIGHWAY 7, AT INTERSTATE HIGHWAY 494 MILEPOINT 17.0, 0.4 MILE
 DK7247'SOUTH ALONG BAKER ROAD FROM JUNCTION OF BAKER ROAD AND COUNTY ROAD 5/
 DK7247'MINNETONKA BOULEVARD, 0.5 MILE WEST ALONG ORCHARD ROAD, 24 FEET SOUTH
 DK7247'OF ORCHARD ROAD.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DK7251 ***********************************************************************
 DK7251  DESIGNATION -  2785 CD
 DK7251  PID         -  DK7251
 DK7251  STATE/COUNTY-  MN/HENNEPIN
 DK7251  COUNTRY     -  US
 DK7251  USGS QUAD   -  HOPKINS (2019)
 DK7251
 DK7251                         *CURRENT SURVEY CONTROL
 DK7251  ______________________________________________________________________
 DK7251* NAD 83(1986) POSITION- 44 58 03.24   (N) 093 27 35.77   (W)   HD_HELD1
 DK7251* NAVD 88 ORTHO HEIGHT -   304.213 (meters)      998.07  (feet) ADJUSTED
 DK7251  ______________________________________________________________________
 DK7251  GEOID HEIGHT    -        -26.918 (meters)                     GEOID18
 DK7251  DYNAMIC HEIGHT  -        304.210 (meters)      998.06  (feet) COMP
 DK7251  MODELED GRAVITY -    980,596.0   (mgal)                       NAVD 88
 DK7251
 DK7251  VERT ORDER      -  SECOND    CLASS I
 DK7251
 DK7251.The horizontal coordinates were determined by differentially corrected
 DK7251.hand held GPS observations or other comparable positioning techniques
 DK7251.and have an estimated accuracy of +/- 3 meters.
 DK7251
 DK7251.The orthometric height was determined by differential leveling and
 DK7251.adjusted by the NATIONAL GEODETIC SURVEY
 DK7251.in May 2010.
 DK7251
 DK7251.Significant digits in the geoid height do not necessarily reflect accuracy.
 DK7251.GEOID18 height accuracy estimate available here.
 DK7251
 DK7251.Click photographs - Photos may exist for this station.
 DK7251
 DK7251.The dynamic height is computed by dividing the NAVD 88
 DK7251.geopotential number by the normal gravity value computed on the
 DK7251.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK7251.degrees latitude (g = 980.6199 gals.).
 DK7251
 DK7251.The modeled gravity was interpolated from observed gravity values.
 DK7251
 DK7251;                    North         East    Units  Estimated Accuracy
 DK7251;SPC MN S     -   318,763.3     842,604.1     MT  (+/- 3 meters HH1 GPS) 
 DK7251
 DK7251_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK6372979450(NAD 83)
 DK7251
 DK7251                          SUPERSEDED SURVEY CONTROL
 DK7251
 DK7251.No superseded survey control is available for this station.
 DK7251
 DK7251_MARKER: DD = SURVEY DISK
 DK7251_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DK7251_SP_SET: BRIDGE RAILING
 DK7251_STAMPING: 2785 CD 2006
 DK7251_MARK LOGO: MNDT
 DK7251_MAGNETIC: N = NO MAGNETIC MATERIAL
 DK7251_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DK7251_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DK7251+SATELLITE: SATELLITE OBSERVATIONS - September 11, 2013
 DK7251
 DK7251  HISTORY     - Date     Condition        Report By
 DK7251  HISTORY     - 20061012 MONUMENTED       MNDT
 DK7251  HISTORY     - 20130911 GOOD             MNDT
 DK7251
 DK7251                          STATION DESCRIPTION
 DK7251
 DK7251'DESCRIBED BY MN DEPT OF TRANSP 2006
 DK7251'THE MARK IS LOCATED ABOUT 6.8 MI (11.0 KM) NORTHEAST OF EXCELSIOR, 6.0
 DK7251'MI (9.7 KM) SOUTH-SOUTHEAST OF HAMEL AND 2.9 MI (4.7 KM) NORTH OF
 DK7251'HOPKINS TO MINNETONKA.
 DK7251'
 DK7251'MARK SET IN RAIL IN SOUTHEAST CORNER OF OAKLAND ROAD BRIDGE NUMBER
 DK7251'27V62 OVER TRUNK HIGHWAY 494, 0.25 MILES (0.40 KM) SOUTH ALONG TRUNK
 DK7251'HIGHWAY 494 FROM JUNCTION OF TRUNK HIGHWAY 494 AND TRUNK HIGHWAY 394
 DK7251'IN MINNETONKA, AT TRUNK HIGHWAY 494 MILEPOINT 19.3, 32 FEET (9.8 M)
 DK7251'SOUTH OF OAKLAND ROAD.  DISK SET IN BRIDGE WHEN BUILT IN 2005 THEN
 DK7251'STAMPED WHEN USED IN 2006.
 DK7251
 DK7251                          STATION RECOVERY (2013)
 DK7251
 DK7251'RECOVERY NOTE BY MN DEPT OF TRANSP 2013 (MAS)
 DK7251'IN MINNETONKA, IN BRIDGE RAILING IN SOUTHEAST CORNER OF OAKLAND ROAD
 DK7251'BRIDGE NUMBER 27V62 OVER INTERSTATE HIGHWAY 494, 0.25 MILE SOUTH ALONG
 DK7251'INTERSTATE HIGHWAY 494 FROM JUNCTION OF INTERSTATE HIGHWAY 494 AND
 DK7251'INTERSTATE HIGHWAY 394, AT INTERSTATE HIGHWAY 494 MILEPOINT 19.3, 32
 DK7251'FEET SOUTH OF OAKLAND ROAD.  NO RAMP TO OAKLAND ROAD FROM INTERSTATE
 DK7251'HIGHWAY 494.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DK7248 ***********************************************************************
 DK7248  DESIGNATION -  2785 CE
 DK7248  PID         -  DK7248
 DK7248  STATE/COUNTY-  MN/HENNEPIN
 DK7248  COUNTRY     -  US
 DK7248  USGS QUAD   -  HOPKINS (2019)
 DK7248
 DK7248                         *CURRENT SURVEY CONTROL
 DK7248  ______________________________________________________________________
 DK7248* NAD 83(1986) POSITION- 44 56 28.21   (N) 093 27 24.03   (W)   HD_HELD1
 DK7248* NAVD 88 ORTHO HEIGHT -   295.562 (meters)      969.69  (feet) ADJUSTED
 DK7248  ______________________________________________________________________
 DK7248  GEOID HEIGHT    -        -26.882 (meters)                     GEOID18
 DK7248  DYNAMIC HEIGHT  -        295.558 (meters)      969.68  (feet) COMP
 DK7248  MODELED GRAVITY -    980,594.9   (mgal)                       NAVD 88
 DK7248
 DK7248  VERT ORDER      -  SECOND    CLASS I
 DK7248
 DK7248.The horizontal coordinates were determined by differentially corrected
 DK7248.hand held GPS observations or other comparable positioning techniques
 DK7248.and have an estimated accuracy of +/- 3 meters.
 DK7248
 DK7248.The orthometric height was determined by differential leveling and
 DK7248.adjusted by the NATIONAL GEODETIC SURVEY
 DK7248.in September 2016.
 DK7248
 DK7248.Significant digits in the geoid height do not necessarily reflect accuracy.
 DK7248.GEOID18 height accuracy estimate available here.
 DK7248
 DK7248.Click photographs - Photos may exist for this station.
 DK7248
 DK7248.The dynamic height is computed by dividing the NAVD 88
 DK7248.geopotential number by the normal gravity value computed on the
 DK7248.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK7248.degrees latitude (g = 980.6199 gals.).
 DK7248
 DK7248.The modeled gravity was interpolated from observed gravity values.
 DK7248
 DK7248;                    North         East    Units  Estimated Accuracy
 DK7248;SPC MN S     -   315,831.7     842,880.9     MT  (+/- 3 meters HH1 GPS) 
 DK7248
 DK7248_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK6397076516(NAD 83)
 DK7248
 DK7248                          SUPERSEDED SURVEY CONTROL
 DK7248
 DK7248  NAVD 88 (05/05/10)  295.568  (m)          969.71   (f) SUPERSEDED  2 1
 DK7248
 DK7248.Superseded values are not recommended for survey control.
 DK7248
 DK7248.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK7248.See file dsdata.pdf to determine how the superseded data were derived.
 DK7248
 DK7248_MARKER: DD = SURVEY DISK
 DK7248_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DK7248_SP_SET: BRIDGE WALKWAY
 DK7248_STAMPING: 2785 CE 2006
 DK7248_MARK LOGO: MNDT
 DK7248_MAGNETIC: N = NO MAGNETIC MATERIAL
 DK7248_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DK7248_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DK7248+SATELLITE: SATELLITE OBSERVATIONS - September 11, 2013
 DK7248
 DK7248  HISTORY     - Date     Condition        Report By
 DK7248  HISTORY     - 19980401 MONUMENTED       MNDT
 DK7248  HISTORY     - 20070313 GOOD             MNDT
 DK7248  HISTORY     - 20130911 GOOD             MNDT
 DK7248
 DK7248                          STATION DESCRIPTION
 DK7248
 DK7248'DESCRIBED BY MN DEPT OF TRANSP 2007 (FAD)
 DK7248'RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.    THE MARK
 DK7248'IS LOCATED ABOUT 6.0 MI (9.7 KM) NORTH OF EDEN PRAIRIE, 6.0 MI (9.6
 DK7248'KM) EAST-NORTHEAST OF EXCELSIOR AND 1.1 MI (1.8 KM) NORTH-NORTHEAST OF
 DK7248'HOPKINS TO MINNETONKA.    MARK SET IN DECK IN NORTHWEST CORNER OF
 DK7248'TRUNK HIGHWAY 494 BRIDGE NUMBER 27V05 OVER MINNETONKA BOULEVARD, 1.6
 DK7248'MILES (2.6 KM) SOUTH ALONG TRUNK HIGHWAY 494 FROM JUNCTION OF TRUNK
 DK7248'HIGHWAY 494 AND TRUNK HIGHWAY 394 IN MINNETONKA, AT TRUNK HIGHWAY 494
 DK7248'MILEPOINT 17.4, 74 FEET (22.6 M) WEST OF TRUNK HIGHWAY 494.  DISK SET
 DK7248'IN BRIDGE WHEN BUILT IN 1998 THEN STAMPED WHEN USED IN 2006.
 DK7248
 DK7248                          STATION RECOVERY (2013)
 DK7248
 DK7248'RECOVERY NOTE BY MN DEPT OF TRANSP 2013 (KMS)
 DK7248'THE STATION IS LOCATED ABOUT 6.0 MI (9.7 KM) NORTH OF EDEN PRAIRIE,
 DK7248'6.0 MI (9.7 KM) EAST-NORTHEAST OF EXCELSIOR AND 1.2 MI (1.9 KM)
 DK7248'NORTH-NORTHEAST OF HOPKINS.
 DK7248'
 DK7248'TO REACH THE MARK IN DECK IN NORTHWEST CORNER OF SOUTHBOUND INTERSTATE
 DK7248'HIGHWAY 494 BRIDGE NUMBER 27V05 OVER MINNETONKA BOULEVARD, 1.6 MI (2.6
 DK7248'KM) SOUTH ALONG INTERSTATE HIGHWAY 494 FROM THE JUNCTION OF INTERSTATE
 DK7248'HIGHWAY 494 AND INTERSTATE HIGHWAY 394, AT INTERSTATE HIGHWAY 494 MILE
 DK7248'POINT 17.4.
 DK7248'
 DK7248'IT IS 74 FT (22.6 M) WEST OF INTERSTATE HIGHWAY 494, 2.5 FT (0.8 M)
 DK7248'EAST OF CRASH RAILING, 1.0 FT (0.3 M) NORTH OF EXPANSION JOINT.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DK7249 ***********************************************************************
 DK7249  DESIGNATION -  2785 CE 1
 DK7249  PID         -  DK7249
 DK7249  STATE/COUNTY-  MN/HENNEPIN
 DK7249  COUNTRY     -  US
 DK7249  USGS QUAD   -  HOPKINS (2019)
 DK7249
 DK7249                         *CURRENT SURVEY CONTROL
 DK7249  ______________________________________________________________________
 DK7249* NAD 83(1986) POSITION- 44 56 29.4    (N) 093 26 46.1    (W)   HD_HELD2
 DK7249* NAVD 88 ORTHO HEIGHT -   285.404 (meters)      936.36  (feet) ADJUSTED
 DK7249  ______________________________________________________________________
 DK7249  GEOID HEIGHT    -        -26.892 (meters)                     GEOID18
 DK7249  DYNAMIC HEIGHT  -        285.400 (meters)      936.35  (feet) COMP
 DK7249  MODELED GRAVITY -    980,593.8   (mgal)                       NAVD 88
 DK7249
 DK7249  VERT ORDER      -  SECOND    CLASS I
 DK7249
 DK7249.The horizontal coordinates were established by autonomous hand held GPS
 DK7249.observations and have an estimated accuracy of +/- 10 meters.
 DK7249
 DK7249.The orthometric height was determined by differential leveling and
 DK7249.adjusted by the NATIONAL GEODETIC SURVEY
 DK7249.in May 2010.
 DK7249
 DK7249.Significant digits in the geoid height do not necessarily reflect accuracy.
 DK7249.GEOID18 height accuracy estimate available here.
 DK7249
 DK7249.Click photographs - Photos may exist for this station.
 DK7249
 DK7249.The dynamic height is computed by dividing the NAVD 88
 DK7249.geopotential number by the normal gravity value computed on the
 DK7249.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK7249.degrees latitude (g = 980.6199 gals.).
 DK7249
 DK7249.The modeled gravity was interpolated from observed gravity values.
 DK7249
 DK7249;                    North         East    Units  Estimated Accuracy
 DK7249;SPC MN S     -   315,874.      843,712.      MT  (+/- 10 meters HH2 GPS)
 DK7249
 DK7249_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK6480176548(NAD 83)
 DK7249
 DK7249                          SUPERSEDED SURVEY CONTROL
 DK7249
 DK7249.No superseded survey control is available for this station.
 DK7249
 DK7249_MARKER: DV = VERTICAL CONTROL DISK
 DK7249_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DK7249_SP_SET: BRIDGE ABUTMENT
 DK7249_STAMPING: 2785 CE 1 2006
 DK7249_MARK LOGO: MNDT
 DK7249_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DK7249_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DK7249_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DK7249+SATELLITE: SATELLITE OBSERVATIONS - March 13, 2007
 DK7249
 DK7249  HISTORY     - Date     Condition        Report By
 DK7249  HISTORY     - 1981     MONUMENTED       MNDT
 DK7249  HISTORY     - 20070313 GOOD             MNDT
 DK7249
 DK7249                          STATION DESCRIPTION
 DK7249
 DK7249'DESCRIBED BY MN DEPT OF TRANSP 2007 (FAD)
 DK7249'THE MARK WAS RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.
 DK7249'THE MARK IS LOCATED ABOUT 6.4 MI (10.4 KM) EAST-NORTHEAST OF
 DK7249'EXCELSIOR, 6.1 MI (9.8 KM) NORTH-NORTHEAST OF EDEN PRAIRIE AND 1.4 MI
 DK7249'(2.2 KM) NORTHEAST OF HOPKINS TO MINNETONKA.    MARK SET IN RAIL IN
 DK7249'SOUTHEAST CORNER OF COUNTY ROAD 61 BRIDGE NUMBER 27633 OVER CREEK, 0.5
 DK7249'MILES (0.8 KM) EAST ALONG MINNETONKA BOULEVARD FROM JUNCTION OF
 DK7249'MINNETONKA BOULEVARD AND TRUNK HIGHWAY 494 IN MINNETONKA, 31 FEET (9.4
 DK7249'M) EAST OF COUNTY ROAD 61, 100 FEET (30.5 M) NORTH OF MINNETONKA
 DK7249'BOULEVARD.  DISK SET IN BRIDGE WHEN BUILT IN 1981 THEN STAMPED WHEN
 DK7249'USED IN 2006.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DK7252 ***********************************************************************
 DK7252  DESIGNATION -  2785 CF
 DK7252  PID         -  DK7252
 DK7252  STATE/COUNTY-  MN/HENNEPIN
 DK7252  COUNTRY     -  US
 DK7252  USGS QUAD   -  HOPKINS (2019)
 DK7252
 DK7252                         *CURRENT SURVEY CONTROL
 DK7252  ______________________________________________________________________
 DK7252* NAD 83(1986) POSITION- 44 54 16.23   (N) 093 26 53.43   (W)   HD_HELD1
 DK7252* NAVD 88 ORTHO HEIGHT -   290.149 (meters)      951.93  (feet) ADJUSTED
 DK7252  ______________________________________________________________________
 DK7252  GEOID HEIGHT    -        -26.875 (meters)                     GEOID18
 DK7252  DYNAMIC HEIGHT  -        290.143 (meters)      951.91  (feet) COMP
 DK7252  MODELED GRAVITY -    980,589.1   (mgal)                       NAVD 88
 DK7252
 DK7252  VERT ORDER      -  SECOND    CLASS I
 DK7252
 DK7252.The horizontal coordinates were determined by differentially corrected
 DK7252.hand held GPS observations or other comparable positioning techniques
 DK7252.and have an estimated accuracy of +/- 3 meters.
 DK7252
 DK7252.The orthometric height was determined by differential leveling and
 DK7252.adjusted by the NATIONAL GEODETIC SURVEY
 DK7252.in May 2010.
 DK7252
 DK7252.Significant digits in the geoid height do not necessarily reflect accuracy.
 DK7252.GEOID18 height accuracy estimate available here.
 DK7252
 DK7252.Click photographs - Photos may exist for this station.
 DK7252
 DK7252.The dynamic height is computed by dividing the NAVD 88
 DK7252.geopotential number by the normal gravity value computed on the
 DK7252.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK7252.degrees latitude (g = 980.6199 gals.).
 DK7252
 DK7252.The modeled gravity was interpolated from observed gravity values.
 DK7252
 DK7252;                    North         East    Units  Estimated Accuracy
 DK7252;SPC MN S     -   311,762.3     843,579.2     MT  (+/- 3 meters HH1 GPS) 
 DK7252
 DK7252_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK6461872440(NAD 83)
 DK7252
 DK7252                          SUPERSEDED SURVEY CONTROL
 DK7252
 DK7252.No superseded survey control is available for this station.
 DK7252
 DK7252_MARKER: DD = SURVEY DISK
 DK7252_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DK7252_SP_SET: BRIDGE RAILING
 DK7252_STAMPING: 2785 CF 2006
 DK7252_MARK LOGO: MNDT
 DK7252_MAGNETIC: N = NO MAGNETIC MATERIAL
 DK7252_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DK7252_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DK7252+SATELLITE: SATELLITE OBSERVATIONS - September 11, 2013
 DK7252
 DK7252  HISTORY     - Date     Condition        Report By
 DK7252  HISTORY     - 20050401 MONUMENTED       MNDT
 DK7252  HISTORY     - 20130911 GOOD             MNDT
 DK7252
 DK7252                          STATION DESCRIPTION
 DK7252
 DK7252'DESCRIBED BY MN DEPT OF TRANSP 2005
 DK7252'THE MARK IS LOCATED ABOUT 5.8 MI (9.3 KM) EAST OF EXCELSIOR, 3.6 MI
 DK7252'(5.8 KM) NORTH-NORTHEAST OF EDEN PRAIRIE AND 1.6 MI (2.6 KM)
 DK7252'SOUTH-SOUTHEAST OF HOPKINS TO MINNETONKA.    THE MARK SET IN RAIL IN
 DK7252'NORTHWEST CORNER OF TRUNK HIGHWAY 494 BRIDGE NUMBER 27V55 OVER BAKER
 DK7252'ROAD, 1.5 MILES (2.4 KM) SOUTH ALONG TRUNK HIGHWAY 494 FROM JUNCTION
 DK7252'OF TRUNK HIGHWAY 494 AND TRUNK HIGHWAY 7 IN MINNETONKA, AT TRUNK
 DK7252'HIGHWAY 494 MILEPOINT 14.8, 68 FEET (20.7 M) WEST OF TRUNK HIGHWAY
 DK7252'494.  DISK SET IN BRIDGE WHEN BUILT IN 2005 THEN STAMPED WHEN USED IN
 DK7252'2006.
 DK7252
 DK7252                          STATION RECOVERY (2013)
 DK7252
 DK7252'RECOVERY NOTE BY MN DEPT OF TRANSP 2013 (KMS)
 DK7252'IN MINNETONKA, IN BRIDGE RAILING IN NORTHWEST CORNER OF INTERSTATE
 DK7252'HIGHWAY 494 BRIDGE NUMBER 27V55 OVER BAKER ROAD, 1.5 MILES SOUTH ALONG
 DK7252'INTERSTATE HIGHWAY 494 FROM JUNCTION OF INTERSTATE HIGHWAY 494 AND
 DK7252'TRUNK HIGHWAY 7, AT INTERSTATE HIGHWAY 494 MILEPOINT 14.8, 68 FEET
 DK7252'WEST OF INTERSTATE HIGHWAY 494.  DISK SET IN BRIDGE WHEN BUILT IN 2005
 DK7252'THEN STAMPED WHEN USED IN 2006.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DK7241 ***********************************************************************
 DK7241  DESIGNATION -  2785 CG
 DK7241  PID         -  DK7241
 DK7241  STATE/COUNTY-  MN/HENNEPIN
 DK7241  COUNTRY     -  US
 DK7241  USGS QUAD   -  HOPKINS (2019)
 DK7241
 DK7241                         *CURRENT SURVEY CONTROL
 DK7241  ______________________________________________________________________
 DK7241* NAD 83(1986) POSITION- 44 54 09.40   (N) 093 26 50.65   (W)   HD_HELD1
 DK7241* NAVD 88 ORTHO HEIGHT -   290.954 (meters)      954.57  (feet) ADJUSTED
 DK7241  ______________________________________________________________________
 DK7241  GEOID HEIGHT    -        -26.876 (meters)                     GEOID18
 DK7241  DYNAMIC HEIGHT  -        290.948 (meters)      954.55  (feet) COMP
 DK7241  MODELED GRAVITY -    980,588.7   (mgal)                       NAVD 88
 DK7241
 DK7241  VERT ORDER      -  SECOND    CLASS I
 DK7241
 DK7241.The horizontal coordinates were determined by differentially corrected
 DK7241.hand held GPS observations or other comparable positioning techniques
 DK7241.and have an estimated accuracy of +/- 3 meters.
 DK7241
 DK7241.The orthometric height was determined by differential leveling and
 DK7241.adjusted by the NATIONAL GEODETIC SURVEY
 DK7241.in May 2010.
 DK7241
 DK7241.Significant digits in the geoid height do not necessarily reflect accuracy.
 DK7241.GEOID18 height accuracy estimate available here.
 DK7241
 DK7241.Click photographs - Photos may exist for this station.
 DK7241
 DK7241.The dynamic height is computed by dividing the NAVD 88
 DK7241.geopotential number by the normal gravity value computed on the
 DK7241.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK7241.degrees latitude (g = 980.6199 gals.).
 DK7241
 DK7241.The modeled gravity was interpolated from observed gravity values.
 DK7241
 DK7241;                    North         East    Units  Estimated Accuracy
 DK7241;SPC MN S     -   311,551.9     843,641.6     MT  (+/- 3 meters HH1 GPS) 
 DK7241
 DK7241_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK6467872229(NAD 83)
 DK7241
 DK7241                          SUPERSEDED SURVEY CONTROL
 DK7241
 DK7241.No superseded survey control is available for this station.
 DK7241
 DK7241_MARKER: DD = SURVEY DISK
 DK7241_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DK7241_SP_SET: BRIDGE RAILING
 DK7241_STAMPING: 2785 CG 2006
 DK7241_MARK LOGO: MNDT
 DK7241_MAGNETIC: N = NO MAGNETIC MATERIAL
 DK7241_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DK7241_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DK7241+SATELLITE: SATELLITE OBSERVATIONS - September 11, 2013
 DK7241
 DK7241  HISTORY     - Date     Condition        Report By
 DK7241  HISTORY     - 20061012 MONUMENTED       MNDT
 DK7241  HISTORY     - 20130911 GOOD             MNDT
 DK7241
 DK7241                          STATION DESCRIPTION
 DK7241
 DK7241'DESCRIBED BY MN DEPT OF TRANSP 2006
 DK7241'THE MARK IS LOCATED ABOUT 5.8 MI (9.4 KM) EAST OF EXCELSIOR, 3.5 MI
 DK7241'(5.6 KM) NORTH-NORTHEAST OF EDEN PRAIRIE AND 1.7 MI (2.8 KM)
 DK7241'SOUTH-SOUTHEAST OF HOPKINS TO MINNETONKA.    THE MARK SET IN RAIL IN
 DK7241'NORTHWEST CORNER OF TRUNK HIGHWAY 494 BRIDGE NUMBER 27V53 OVER TRAIL,
 DK7241'1.6 MILES (2.6 KM) SOUTH ALONG TRUNK HIGHWAY 494 FROM JUNCTION OF
 DK7241'TRUNK HIGHWAY 494 AND TRUNK HIGHWAY 7 IN MINNETONKA, AT TRUNK HIGHWAY
 DK7241'494 MILEPOINT 14.7, 68 FEET (20.7 M) WEST OF TRUNK HIGHWAY 494.  DISK
 DK7241'SET IN BRIDGE WHEN BUILT IN 2005 THEN STAMPED WHEN USED IN 2006.
 DK7241
 DK7241                          STATION RECOVERY (2013)
 DK7241
 DK7241'RECOVERY NOTE BY MN DEPT OF TRANSP 2013 (KMS)
 DK7241'IN MINNETONKA, IN BRIDGE RAILING IN NORTHWEST CORNER OF INTERSTATE
 DK7241'HIGHWAY 494 BRIDGE NUMBER 27V53 OVER LRT REGIONAL TRAIL, 1.6 MILES
 DK7241'SOUTH ALONG INTERSTATE HIGHWAY 494 FROM JUNCTION OF INTERSTATE HIGHWAY
 DK7241'494 AND TRUNK HIGHWAY 7, AT INTERSTATE HIGHWAY 494 MILEPOINT 14.7, 68
 DK7241'FEET WEST OF INTERSTATE HIGHWAY 494.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DK7239 ***********************************************************************
 DK7239  DESIGNATION -  2785 CH
 DK7239  PID         -  DK7239
 DK7239  STATE/COUNTY-  MN/HENNEPIN
 DK7239  COUNTRY     -  US
 DK7239  USGS QUAD   -  HOPKINS (2019)
 DK7239
 DK7239                         *CURRENT SURVEY CONTROL
 DK7239  ______________________________________________________________________
 DK7239* NAD 83(1986) POSITION- 44 54 08.76   (N) 093 26 48.53   (W)   HD_HELD1
 DK7239* NAVD 88 ORTHO HEIGHT -   291.094 (meters)      955.03  (feet) ADJUSTED
 DK7239  ______________________________________________________________________
 DK7239  GEOID HEIGHT    -        -26.876 (meters)                     GEOID18
 DK7239  DYNAMIC HEIGHT  -        291.089 (meters)      955.01  (feet) COMP
 DK7239  MODELED GRAVITY -    980,588.6   (mgal)                       NAVD 88
 DK7239
 DK7239  VERT ORDER      -  SECOND    CLASS I
 DK7239
 DK7239.The horizontal coordinates were determined by differentially corrected
 DK7239.hand held GPS observations or other comparable positioning techniques
 DK7239.and have an estimated accuracy of +/- 3 meters.
 DK7239
 DK7239.The orthometric height was determined by differential leveling and
 DK7239.adjusted by the NATIONAL GEODETIC SURVEY
 DK7239.in May 2010.
 DK7239
 DK7239.Significant digits in the geoid height do not necessarily reflect accuracy.
 DK7239.GEOID18 height accuracy estimate available here.
 DK7239
 DK7239.Click photographs - Photos may exist for this station.
 DK7239
 DK7239.The dynamic height is computed by dividing the NAVD 88
 DK7239.geopotential number by the normal gravity value computed on the
 DK7239.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK7239.degrees latitude (g = 980.6199 gals.).
 DK7239
 DK7239.The modeled gravity was interpolated from observed gravity values.
 DK7239
 DK7239;                    North         East    Units  Estimated Accuracy
 DK7239;SPC MN S     -   311,532.5     843,688.3     MT  (+/- 3 meters HH1 GPS) 
 DK7239
 DK7239_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK6472472209(NAD 83)
 DK7239
 DK7239                          SUPERSEDED SURVEY CONTROL
 DK7239
 DK7239.No superseded survey control is available for this station.
 DK7239
 DK7239_MARKER: DD = SURVEY DISK
 DK7239_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DK7239_SP_SET: BRIDGE RAILING
 DK7239_STAMPING: 2785 CH 2006
 DK7239_MARK LOGO: MNDT
 DK7239_MAGNETIC: N = NO MAGNETIC MATERIAL
 DK7239_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DK7239_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DK7239+SATELLITE: SATELLITE OBSERVATIONS - September 11, 2013
 DK7239
 DK7239  HISTORY     - Date     Condition        Report By
 DK7239  HISTORY     - 20061012 MONUMENTED       MNDT
 DK7239  HISTORY     - 20130911 GOOD             MNDT
 DK7239
 DK7239                          STATION DESCRIPTION
 DK7239
 DK7239'DESCRIBED BY MN DEPT OF TRANSP 2006
 DK7239'THE MARK IS LOCATED ABOUT 5.9 MI (9.4 KM) EAST OF EXCELSIOR, 3.5 MI
 DK7239'(5.6 KM) NORTH-NORTHEAST OF EDEN PRAIRIE AND 1.8 MI (2.8 KM)
 DK7239'SOUTH-SOUTHEAST OF HOPKINS TO MINNETONKA.
 DK7239'
 DK7239'MARK SET IN RAIL IN SOUTHEAST CORNER OF TRUNK HIGHWAY 494 BRIDGE
 DK7239'NUMBER 27V54 OVER TRAIL, 1.6 MILES (2.6 KM) SOUTH ALONG TRUNK HIGHWAY
 DK7239'494 FROM JUNCTION OF TRUNK HIGHWAY 494 AND TRUNK HIGHWAY 7 IN
 DK7239'MINNETONKA, AT TRUNK HIGHWAY 494 MILEPOINT 14.7, 66 FEET (20.1 M) EAST
 DK7239'OF TRUNK HIGHWAY 494.  DISK SET IN BRIDGE WHEN BUILT IN 2005 THEN
 DK7239'STAMPED WHEN USED IN 2006.
 DK7239
 DK7239                          STATION RECOVERY (2013)
 DK7239
 DK7239'RECOVERY NOTE BY MN DEPT OF TRANSP 2013 (KMS)
 DK7239'IN MINNETONKA, IN BRIDGE RAILING IN SOUTHEAST CORNER OF INTERSTATE
 DK7239'HIGHWAY 494 BRIDGE NUMBER 27V54 OVER LRT REGIONAL TRAIL, 1.6 MILES
 DK7239'SOUTH ALONG INTERSTATE HIGHWAY 494 FROM JUNCTION OF INTERSTATE HIGHWAY
 DK7239'494 AND TRUNK HIGHWAY 7, AT INTERSTATE HIGHWAY 494 MILEPOINT 14.7, 66
 DK7239'FEET EAST OF INTERSTATE HIGHWAY 494.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DK7240 ***********************************************************************
 DK7240  DESIGNATION -  2785 CJ
 DK7240  PID         -  DK7240
 DK7240  STATE/COUNTY-  MN/HENNEPIN
 DK7240  COUNTRY     -  US
 DK7240  USGS QUAD   -  HOPKINS (2019)
 DK7240
 DK7240                         *CURRENT SURVEY CONTROL
 DK7240  ______________________________________________________________________
 DK7240* NAD 83(1986) POSITION- 44 54 16.47   (N) 093 26 51.67   (W)   HD_HELD1
 DK7240* NAVD 88 ORTHO HEIGHT -   290.120 (meters)      951.84  (feet) ADJUSTED
 DK7240  ______________________________________________________________________
 DK7240  GEOID HEIGHT    -        -26.875 (meters)                     GEOID18
 DK7240  DYNAMIC HEIGHT  -        290.115 (meters)      951.82  (feet) COMP
 DK7240  MODELED GRAVITY -    980,589.0   (mgal)                       NAVD 88
 DK7240
 DK7240  VERT ORDER      -  SECOND    CLASS I
 DK7240
 DK7240.The horizontal coordinates were determined by differentially corrected
 DK7240.hand held GPS observations or other comparable positioning techniques
 DK7240.and have an estimated accuracy of +/- 3 meters.
 DK7240
 DK7240.The orthometric height was determined by differential leveling and
 DK7240.adjusted by the NATIONAL GEODETIC SURVEY
 DK7240.in May 2010.
 DK7240
 DK7240.Significant digits in the geoid height do not necessarily reflect accuracy.
 DK7240.GEOID18 height accuracy estimate available here.
 DK7240
 DK7240.Click photographs - Photos may exist for this station.
 DK7240
 DK7240.The dynamic height is computed by dividing the NAVD 88
 DK7240.geopotential number by the normal gravity value computed on the
 DK7240.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK7240.degrees latitude (g = 980.6199 gals.).
 DK7240
 DK7240.The modeled gravity was interpolated from observed gravity values.
 DK7240
 DK7240;                    North         East    Units  Estimated Accuracy
 DK7240;SPC MN S     -   311,770.0     843,617.8     MT  (+/- 3 meters HH1 GPS) 
 DK7240
 DK7240_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK6465672447(NAD 83)
 DK7240
 DK7240                          SUPERSEDED SURVEY CONTROL
 DK7240
 DK7240.No superseded survey control is available for this station.
 DK7240
 DK7240_MARKER: DD = SURVEY DISK
 DK7240_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DK7240_SP_SET: BRIDGE RAILING
 DK7240_STAMPING: 2785 CJ 2006
 DK7240_MARK LOGO: MNDT
 DK7240_MAGNETIC: N = NO MAGNETIC MATERIAL
 DK7240_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DK7240_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DK7240+SATELLITE: SATELLITE OBSERVATIONS - September 11, 2013
 DK7240
 DK7240  HISTORY     - Date     Condition        Report By
 DK7240  HISTORY     - 20061012 MONUMENTED       MNDT
 DK7240  HISTORY     - 20130911 GOOD             MNDT
 DK7240
 DK7240                          STATION DESCRIPTION
 DK7240
 DK7240'DESCRIBED BY MN DEPT OF TRANSP 2006
 DK7240'THE MARK IS LOCATED ABOUT 5.8 MI (9.4 KM) EAST OF EXCELSIOR, 3.6 MI
 DK7240'(5.8 KM) NORTH-NORTHEAST OF EDEN PRAIRIE, 1.6 MI (2.6 KM)
 DK7240'SOUTH-SOUTHEAST OF HOPKINS TO MINNETONKA.
 DK7240'
 DK7240'THE MARK SET IN RAIL IN SOUTHEAST CORNER OF TRUNK HIGHWAY 494 BRIDGE
 DK7240'NUMBER 27V56 OVER BAKER ROAD, 1.5 MILES (2.4 KM) SOUTH ALONG TRUNK
 DK7240'HIGHWAY 494 FROM JUNCTION OF TRUNK HIGHWAY 494 AND TRUNK HIGHWAY 7 IN
 DK7240'MINNETONKA, AT TRUNK HIGHWAY 494 MILEPOINT 14.8, 68 FEET (20.7 M) EAST
 DK7240'OF TRUNK HIGHWAY 494.  DISK SET IN BRIDGE WHEN BUILT IN 2005 THEN
 DK7240'STAMPED WHEN USED IN 2006.
 DK7240
 DK7240                          STATION RECOVERY (2013)
 DK7240
 DK7240'RECOVERY NOTE BY MN DEPT OF TRANSP 2013 (KMS)
 DK7240'IN MINNETONKA, IN BRIDGE RAILING IN SOUTHEAST CORNER OF INTERSTATE
 DK7240'HIGHWAY 494 BRIDGE NUMBER 27V56 OVER BAKER ROAD, 1.5 MILES SOUTH ALONG
 DK7240'INTERSTATE HIGHWAY 494 FROM JUNCTION OF INTERSTATE HIGHWAY 494 AND
 DK7240'TRUNK HIGHWAY 7, AT INTERSTATE HIGHWAY 494 MILEPOINT 14.8, 68 FEET
 DK7240'EAST OF INTERSTATE HIGHWAY 494.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DK7245 ***********************************************************************
 DK7245  DESIGNATION -  2785 CK
 DK7245  PID         -  DK7245
 DK7245  STATE/COUNTY-  MN/HENNEPIN
 DK7245  COUNTRY     -  US
 DK7245  USGS QUAD   -  HOPKINS (2019)
 DK7245
 DK7245                         *CURRENT SURVEY CONTROL
 DK7245  ______________________________________________________________________
 DK7245* NAD 83(1986) POSITION- 44 55 29.45   (N) 093 27 04.12   (W)   HD_HELD1
 DK7245* NAVD 88 ORTHO HEIGHT -   307.973 (meters)     1010.41  (feet) ADJUSTED
 DK7245  ______________________________________________________________________
 DK7245  GEOID HEIGHT    -        -26.875 (meters)                     GEOID18
 DK7245  DYNAMIC HEIGHT  -        307.969 (meters)     1010.40  (feet) COMP
 DK7245  MODELED GRAVITY -    980,592.3   (mgal)                       NAVD 88
 DK7245
 DK7245  VERT ORDER      -  SECOND    CLASS I
 DK7245
 DK7245.The horizontal coordinates were determined by differentially corrected
 DK7245.hand held GPS observations or other comparable positioning techniques
 DK7245.and have an estimated accuracy of +/- 3 meters.
 DK7245
 DK7245.The orthometric height was determined by differential leveling and
 DK7245.adjusted by the NATIONAL GEODETIC SURVEY
 DK7245.in May 2010.
 DK7245
 DK7245.No vertical observational check was made to the station.
 DK7245
 DK7245.Significant digits in the geoid height do not necessarily reflect accuracy.
 DK7245.GEOID18 height accuracy estimate available here.
 DK7245
 DK7245.Click photographs - Photos may exist for this station.
 DK7245
 DK7245.The dynamic height is computed by dividing the NAVD 88
 DK7245.geopotential number by the normal gravity value computed on the
 DK7245.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK7245.degrees latitude (g = 980.6199 gals.).
 DK7245
 DK7245.The modeled gravity was interpolated from observed gravity values.
 DK7245
 DK7245;                    North         East    Units  Estimated Accuracy
 DK7245;SPC MN S     -   314,020.8     843,329.5     MT  (+/- 3 meters HH1 GPS) 
 DK7245
 DK7245_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK6439674700(NAD 83)
 DK7245
 DK7245                          SUPERSEDED SURVEY CONTROL
 DK7245
 DK7245.No superseded survey control is available for this station.
 DK7245
 DK7245_MARKER: DD = SURVEY DISK
 DK7245_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DK7245_SP_SET: BRIDGE RAILING
 DK7245_STAMPING: 2785 CK 2006
 DK7245_MARK LOGO: MNDT
 DK7245_MAGNETIC: N = NO MAGNETIC MATERIAL
 DK7245_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DK7245_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DK7245+SATELLITE: SATELLITE OBSERVATIONS - September 11, 2013
 DK7245
 DK7245  HISTORY     - Date     Condition        Report By
 DK7245  HISTORY     - 20061012 MONUMENTED       MNDT
 DK7245  HISTORY     - 20110615 GOOD             MNDT
 DK7245  HISTORY     - 20130911 GOOD             MNDT
 DK7245
 DK7245                          STATION DESCRIPTION
 DK7245
 DK7245'DESCRIBED BY MN DEPT OF TRANSP 2006
 DK7245'THE MARK IS LOCATED ABOUT 5.8 MI (9.4 KM) EAST-NORTHEAST OF EXCELSIOR,
 DK7245'4.9 MI (7.9 KM) NORTH OF EDEN PRAIRIE AND 0.6 MI (0.9 KM) EAST OF
 DK7245'HOPKINS TO MINNETONKA.
 DK7245'
 DK7245'THE MARK SET IN RAIL IN SOUTHEAST CORNER OF TRUNK HIGHWAY 7 EASTBOUND
 DK7245'BRIDGE NUMBER 27V60 OVER TRUNK HIGHWAY 494, 0.4 MILES (0.6 KM) SOUTH
 DK7245'ALONG TRUNK HIGHWAY 494 FROM JUNCTION OF TRUNK HIGHWAY 494 AND
 DK7245'MINNETONKA BOULEVARD IN MINNETONKA, AT TRUNK HIGHWAY 494 MILEPOINT
 DK7245'16.3, 56 FEET (17.1 M) SOUTH OF EASTBOUND TRUNK HIGHWAY 7.  DISK SET
 DK7245'IN BRIDGE WHEN BUILT IN 2005 THEN STAMPED WHEN USED IN  2006.
 DK7245
 DK7245                          STATION RECOVERY (2011)
 DK7245
 DK7245'RECOVERY NOTE BY MN DEPT OF TRANSP 2011 (PJG)
 DK7245'RECOVERED IN GOOD CONDITION.
 DK7245
 DK7245                          STATION RECOVERY (2013)
 DK7245
 DK7245'RECOVERY NOTE BY MN DEPT OF TRANSP 2013 (KMS)
 DK7245'IN MINNETONKA, IN BRIDGE RAILING IN SOUTHEAST CORNER OF TRUNK HIGHWAY
 DK7245'7 EASTBOUND BRIDGE NUMBER 27V60 OVER INTERSTATE HIGHWAY 494, 0.4 MILE
 DK7245'SOUTH ALONG INTERSTATE HIGHWAY 494 FROM JUNCTION OF INTERSTATE HIGHWAY
 DK7245'494 AND COUNTY ROAD 5/ MINNETONKA BOULEVARD, AT INTERSTATE HIGHWAY 494
 DK7245'MILEPOINT 16.3, 56 FEET SOUTH OF EASTBOUND TRUNK HIGHWAY 7.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DK7246 ***********************************************************************
 DK7246  DESIGNATION -  2785 CL
 DK7246  PID         -  DK7246
 DK7246  STATE/COUNTY-  MN/HENNEPIN
 DK7246  COUNTRY     -  US
 DK7246  USGS QUAD   -  HOPKINS (2019)
 DK7246
 DK7246                         *CURRENT SURVEY CONTROL
 DK7246  ______________________________________________________________________
 DK7246* NAD 83(1986) POSITION- 44 55 30.26   (N) 093 27 04.21   (W)   HD_HELD1
 DK7246* NAVD 88 ORTHO HEIGHT -   308.036 (meters)     1010.61  (feet) ADJUSTED
 DK7246  ______________________________________________________________________
 DK7246  GEOID HEIGHT    -        -26.875 (meters)                     GEOID18
 DK7246  DYNAMIC HEIGHT  -        308.032 (meters)     1010.60  (feet) COMP
 DK7246  MODELED GRAVITY -    980,592.4   (mgal)                       NAVD 88
 DK7246
 DK7246  VERT ORDER      -  SECOND    CLASS I
 DK7246
 DK7246.The horizontal coordinates were determined by differentially corrected
 DK7246.hand held GPS observations or other comparable positioning techniques
 DK7246.and have an estimated accuracy of +/- 3 meters.
 DK7246
 DK7246.The orthometric height was determined by differential leveling and
 DK7246.adjusted by the NATIONAL GEODETIC SURVEY
 DK7246.in May 2010.
 DK7246
 DK7246.No vertical observational check was made to the station.
 DK7246
 DK7246.Significant digits in the geoid height do not necessarily reflect accuracy.
 DK7246.GEOID18 height accuracy estimate available here.
 DK7246
 DK7246.Click photographs - Photos may exist for this station.
 DK7246
 DK7246.The dynamic height is computed by dividing the NAVD 88
 DK7246.geopotential number by the normal gravity value computed on the
 DK7246.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK7246.degrees latitude (g = 980.6199 gals.).
 DK7246
 DK7246.The modeled gravity was interpolated from observed gravity values.
 DK7246
 DK7246;                    North         East    Units  Estimated Accuracy
 DK7246;SPC MN S     -   314,045.8     843,327.4     MT  (+/- 3 meters HH1 GPS) 
 DK7246
 DK7246_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK6439474725(NAD 83)
 DK7246
 DK7246                          SUPERSEDED SURVEY CONTROL
 DK7246
 DK7246.No superseded survey control is available for this station.
 DK7246
 DK7246_MARKER: DD = SURVEY DISK
 DK7246_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DK7246_SP_SET: BRIDGE RAILING
 DK7246_STAMPING: 2785 CL 2006
 DK7246_MARK LOGO: MNDT
 DK7246_MAGNETIC: N = NO MAGNETIC MATERIAL
 DK7246_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DK7246_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DK7246+SATELLITE: SATELLITE OBSERVATIONS - September 11, 2013
 DK7246
 DK7246  HISTORY     - Date     Condition        Report By
 DK7246  HISTORY     - 20061012 MONUMENTED       MNDT
 DK7246  HISTORY     - 20110615 GOOD             MNDT
 DK7246  HISTORY     - 20130911 GOOD             MNDT
 DK7246
 DK7246                          STATION DESCRIPTION
 DK7246
 DK7246'DESCRIBED BY MN DEPT OF TRANSP 2006
 DK7246'THE MARK IS LOCATED ABOUT 5.8 MI (9.4 KM) EAST-NORTHEAST OF EXCELSIOR,
 DK7246'4.9 MI (8.0 KM) NORTH OF EDEN PRAIRIE AND 0.6 MI (0.9 KM) EAST OF
 DK7246'HOPKINS TO MINNETONKA.
 DK7246'
 DK7246'THE MARK SET IN RAIL IN SOUTHEAST CORNER OF TRUNK HIGHWAY7 WEST BOUND
 DK7246'BRIDGE NUMBER 27V59 IN MINNETONKA, 0.4 MILES (0.6 KM) SOUTH ALONG
 DK7246'TRUNK HIGHWAY 494 FROM JUNCTION OF TRUNK HIGHWAY 494 AND TRUNK HIGHWAY
 DK7246'7 AT TRUNK HIGHWAY 494 MILEPOINT 16.3, 56 FEET (17.1 M) SOUTH OF WEST
 DK7246'BOUND TRUNK HIGHWAY 7.  DISK SET IN BRIDGE WHEN BUILT IN 2005 THEN
 DK7246'STAMPED WHEN USED IN 2006.
 DK7246
 DK7246                          STATION RECOVERY (2011)
 DK7246
 DK7246'RECOVERY NOTE BY MN DEPT OF TRANSP 2011 (PJG)
 DK7246'RECOVERED IN GOOD CONDITION.
 DK7246
 DK7246                          STATION RECOVERY (2013)
 DK7246
 DK7246'RECOVERY NOTE BY MN DEPT OF TRANSP 2013 (KMS)
 DK7246'IN MINNETONKA, IN BRIDGE RAILING IN SOUTHEAST CORNER OF TRUNK HIGHWAY
 DK7246'7 WESTBOUND BRIDGE NUMBER 27V59 OVER INTERSTATE 494, 0.4 MILE SOUTH
 DK7246'ALONG INTERSTATE HIGHWAY 494 FROM JUNCTION OF INTERSTATE HIGHWAY 494
 DK7246'AND TRUNK HIGHWAY 7, AT INTERSTATE HIGHWAY 494 MILEPOINT 16.3, 56 FEET
 DK7246'SOUTH OF WESTBOUND TRUNK HIGHWAY 7.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DM6151 ***********************************************************************
 DM6151  DESIGNATION -  2785 CM
 DM6151  PID         -  DM6151
 DM6151  STATE/COUNTY-  MN/HENNEPIN
 DM6151  COUNTRY     -  US
 DM6151  USGS QUAD   -  HOPKINS (2019)
 DM6151
 DM6151                         *CURRENT SURVEY CONTROL
 DM6151  ______________________________________________________________________
 DM6151* NAD 83(1986) POSITION- 44 59 00.47   (N) 093 27 33.77   (W)   HD_HELD1
 DM6151* NAVD 88 ORTHO HEIGHT -   304.666 (meters)      999.56  (feet) ADJUSTED
 DM6151  ______________________________________________________________________
 DM6151  GEOID HEIGHT    -        -26.955 (meters)                     GEOID18
 DM6151  DYNAMIC HEIGHT  -        304.662 (meters)      999.55  (feet) COMP
 DM6151  MODELED GRAVITY -    980,595.6   (mgal)                       NAVD 88
 DM6151
 DM6151  VERT ORDER      -  SECOND    CLASS I
 DM6151
 DM6151.The horizontal coordinates were determined by differentially corrected
 DM6151.hand held GPS observations or other comparable positioning techniques
 DM6151.and have an estimated accuracy of +/- 3 meters.
 DM6151
 DM6151.The orthometric height was determined by differential leveling and
 DM6151.adjusted by the NATIONAL GEODETIC SURVEY
 DM6151.in September 2013.
 DM6151
 DM6151.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM6151.GEOID18 height accuracy estimate available here.
 DM6151
 DM6151.Click photographs - Photos may exist for this station.
 DM6151
 DM6151.The dynamic height is computed by dividing the NAVD 88
 DM6151.geopotential number by the normal gravity value computed on the
 DM6151.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM6151.degrees latitude (g = 980.6199 gals.).
 DM6151
 DM6151.The modeled gravity was interpolated from observed gravity values.
 DM6151
 DM6151;                    North         East    Units  Estimated Accuracy
 DM6151;SPC MN S     -   320,530.2     842,636.3     MT  (+/- 3 meters HH1 GPS) 
 DM6151
 DM6151_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK6378381216(NAD 83)
 DM6151
 DM6151                          SUPERSEDED SURVEY CONTROL
 DM6151
 DM6151.No superseded survey control is available for this station.
 DM6151
 DM6151_MARKER: DV = VERTICAL CONTROL DISK
 DM6151_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DM6151_SP_SET: BRIDGE RAILING
 DM6151_STAMPING: 2785 CM 1985
 DM6151_MARK LOGO: MNDT
 DM6151_MAGNETIC: N = NO MAGNETIC MATERIAL
 DM6151_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DM6151_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DM6151+SATELLITE: SATELLITE OBSERVATIONS - September 11, 2013
 DM6151
 DM6151  HISTORY     - Date     Condition        Report By
 DM6151  HISTORY     - 19850401 MONUMENTED       MNDT
 DM6151  HISTORY     - 20080612 GOOD             MNDT
 DM6151  HISTORY     - 20130911 GOOD             MNDT
 DM6151
 DM6151                          STATION DESCRIPTION
 DM6151
 DM6151'DESCRIBED BY MN DEPT OF TRANSP 2008 (DAS)
 DM6151'THE STATION IS LOCATED ABOUT 7.6 MI (12.2 KM) NORTHEAST OF EXCELSIOR.
 DM6151'
 DM6151'THE MARK IS IN PLYMOUTH, TO REACH THE MARK GO 5.1 MI (8.2 KM)
 DM6151'SOUTHEAST OF HAMEL AND 4.0 MI (6.4 KM) NORTH OF HOPKINS.  IN BRIDGE
 DM6151'RAIL IN SOUTHEAST CORNER OF CARLSON PARKWAY BRIDGE NUMBER 27654 OVER
 DM6151'TRUNK HIGHWAY 494.
 DM6151'
 DM6151'IT IS 0.8 MI (1.3 KM) NORTH ALONG TRUNK HIGHWAY 494 FROM THE JUNCTION
 DM6151'OF TRUNK HIGHWAY 494 AND TRUNK HIGHWAY 394, TAKE EXIT 20 (CARLSON
 DM6151'PARKWAY), THENCE 0.1 MI (0.2 KM) SOUTHWEST ALONG CARLSON PARKWAY, AT
 DM6151'TRUNK HIGHWAY 494 MILE POINT 20.4, 0.8 FT (24 CM) SOUTHWEST OF THE END
 DM6151'OF BRIDGE RAILING.
 DM6151
 DM6151                          STATION RECOVERY (2013)
 DM6151
 DM6151'RECOVERY NOTE BY MN DEPT OF TRANSP 2013 (KMS)
 DM6151'IN PLYMOUTH, IN BRIDGE RAILING IN SOUTHEAST CORNER OF CARLSON PARKWAY
 DM6151'BRIDGE NUMBER 27654 OVER INTERSTATE HIGHWAY 494, 0.8 MILE NORTH ALONG
 DM6151'INTERSTATE HIGHWAY 494 FROM JUNCTION OF INTERSTATE HIGHWAY 494 AND
 DM6151'INTERSTATE HIGHWAY 394, TAKE EXIT 20 (CARLSON PARKWAY), 0.1 MILE
 DM6151'SOUTHWEST ALONG CARLSON PARKWAY, AT INTERSTATE HIGHWAY 494 MILEPOINT
 DM6151'20.4, 0.8 FOOT SOUTHWEST OF END OF BRIDGE RAILING.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DM6150 ***********************************************************************
 DM6150  DESIGNATION -  2785 CN
 DM6150  PID         -  DM6150
 DM6150  STATE/COUNTY-  MN/HENNEPIN
 DM6150  COUNTRY     -  US
 DM6150  USGS QUAD   -  HOPKINS (2019)
 DM6150
 DM6150                         *CURRENT SURVEY CONTROL
 DM6150  ______________________________________________________________________
 DM6150* NAD 83(1986) POSITION- 44 58 58.50   (N) 093 27 37.38   (W)   HD_HELD1
 DM6150* NAVD 88 ORTHO HEIGHT -   304.201 (meters)      998.03  (feet) ADJUSTED
 DM6150  ______________________________________________________________________
 DM6150  GEOID HEIGHT    -        -26.953 (meters)                     GEOID18
 DM6150  DYNAMIC HEIGHT  -        304.197 (meters)      998.02  (feet) COMP
 DM6150  MODELED GRAVITY -    980,595.5   (mgal)                       NAVD 88
 DM6150
 DM6150  VERT ORDER      -  SECOND    CLASS I
 DM6150
 DM6150.The horizontal coordinates were determined by differentially corrected
 DM6150.hand held GPS observations or other comparable positioning techniques
 DM6150.and have an estimated accuracy of +/- 3 meters.
 DM6150
 DM6150.The orthometric height was determined by differential leveling and
 DM6150.adjusted by the NATIONAL GEODETIC SURVEY
 DM6150.in September 2013.
 DM6150
 DM6150.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM6150.GEOID18 height accuracy estimate available here.
 DM6150
 DM6150.Click photographs - Photos may exist for this station.
 DM6150
 DM6150.The dynamic height is computed by dividing the NAVD 88
 DM6150.geopotential number by the normal gravity value computed on the
 DM6150.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM6150.degrees latitude (g = 980.6199 gals.).
 DM6150
 DM6150.The modeled gravity was interpolated from observed gravity values.
 DM6150
 DM6150;                    North         East    Units  Estimated Accuracy
 DM6150;SPC MN S     -   320,468.8     842,557.6     MT  (+/- 3 meters HH1 GPS) 
 DM6150
 DM6150_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK6370381155(NAD 83)
 DM6150
 DM6150                          SUPERSEDED SURVEY CONTROL
 DM6150
 DM6150.No superseded survey control is available for this station.
 DM6150
 DM6150_MARKER: DV = VERTICAL CONTROL DISK
 DM6150_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DM6150_SP_SET: BRIDGE RAILING
 DM6150_STAMPING: 2785 CN 1985
 DM6150_MARK LOGO: MNDT
 DM6150_MAGNETIC: N = NO MAGNETIC MATERIAL
 DM6150_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DM6150_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DM6150+SATELLITE: SATELLITE OBSERVATIONS - September 11, 2013
 DM6150
 DM6150  HISTORY     - Date     Condition        Report By
 DM6150  HISTORY     - 19850401 MONUMENTED       MNDT
 DM6150  HISTORY     - 20080612 GOOD             MNDT
 DM6150  HISTORY     - 20130911 GOOD             MNDT
 DM6150
 DM6150                          STATION DESCRIPTION
 DM6150
 DM6150'DESCRIBED BY MN DEPT OF TRANSP 2008 (DAS)
 DM6150'THE STATION IS LOCATED ABOUT 7.6 MI (12.2 KM) NORTHEAST OF EXCELSIOR.
 DM6150'
 DM6150'THE MARK IS IN PLYMOUTH, TO REACH THE MARK GO 5.1 MI (8.2 KM)
 DM6150'SOUTHEAST OF HAMEL AND 4.0 MI (6.4 KM) NORTH OF HOPKINS.IN BRIDGE
 DM6150'RAILING IN SOUTHWEST CORNER OF CARLSON PARKWAY BRIDGE NUMBER 27654
 DM6150'OVER TRUNK HIGHWAY 494.
 DM6150'
 DM6150'IT IS 0.8 MI (1.3 KM) NORTH ALONG TRUNK HIGHWAY 494 FROM THE JUNCTION
 DM6150'OF TRUNK HIGHWAY 494 AND TRUNK HIGHWAY 394, TAKE CARLSON PARKWAY (EXIT
 DM6150'20), THENCE 0.1 MI (0.2 KM) SOUTHWEST OF CARLSON PARKWAY, 1.2 FT (0.4
 DM6150'M) NORTHEAST OF END OF BRIDGE RAILING.
 DM6150
 DM6150                          STATION RECOVERY (2013)
 DM6150
 DM6150'RECOVERY NOTE BY MN DEPT OF TRANSP 2013 (KMS)
 DM6150'IN PLYMOUTH, IN BRIDGE RAILING IN SOUTHWEST CORNER OF CARLSON PARKWAY
 DM6150'BRIDGE NUMBER 27654 OVER INTERSTATE HIGHWAY 494, 0.8 MILE NORTH ALONG
 DM6150'INTERSTATE HIGHWAY 494 FROM JUNCTION OF INTERSTATE HIGHWAY 494 AND
 DM6150'INTERSTATE HIGHWAY 394, TAKE EXIT 20 (CARLSON PARKWAY), 0.1 MILE
 DM6150'SOUTHWEST OF CARLSON PARKWAY, 1.2 FEET NORTHEAST OF END OF BRIDGE
 DM6150'RAILING.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DM6155 ***********************************************************************
 DM6155  DESIGNATION -  2785 CP
 DM6155  PID         -  DM6155
 DM6155  STATE/COUNTY-  MN/HENNEPIN
 DM6155  COUNTRY     -  US
 DM6155  USGS QUAD   -  OSSEO (2019)
 DM6155
 DM6155                         *CURRENT SURVEY CONTROL
 DM6155  ______________________________________________________________________
 DM6155* NAD 83(1986) POSITION- 45 01 21.91   (N) 093 27 12.62   (W)   HD_HELD1
 DM6155* NAVD 88 ORTHO HEIGHT -   296.201 (meters)      971.79  (feet) ADJUSTED
 DM6155  ______________________________________________________________________
 DM6155  GEOID HEIGHT    -        -27.087 (meters)                     GEOID18
 DM6155  DYNAMIC HEIGHT  -        296.196 (meters)      971.77  (feet) COMP
 DM6155  MODELED GRAVITY -    980,589.5   (mgal)                       NAVD 88
 DM6155
 DM6155  VERT ORDER      -  SECOND    CLASS I
 DM6155
 DM6155.The horizontal coordinates were determined by differentially corrected
 DM6155.hand held GPS observations or other comparable positioning techniques
 DM6155.and have an estimated accuracy of +/- 3 meters.
 DM6155
 DM6155.The orthometric height was determined by differential leveling and
 DM6155.adjusted by the NATIONAL GEODETIC SURVEY
 DM6155.in September 2016.
 DM6155
 DM6155.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM6155.GEOID18 height accuracy estimate available here.
 DM6155
 DM6155.Click photographs - Photos may exist for this station.
 DM6155
 DM6155.The dynamic height is computed by dividing the NAVD 88
 DM6155.geopotential number by the normal gravity value computed on the
 DM6155.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM6155.degrees latitude (g = 980.6199 gals.).
 DM6155
 DM6155.The modeled gravity was interpolated from observed gravity values.
 DM6155
 DM6155;                    North         East    Units  Estimated Accuracy
 DM6155;SPC MN S     -   324,899.2     843,070.4     MT  (+/- 3 meters HH1 GPS) 
 DM6155
 DM6155_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK6427085577(NAD 83)
 DM6155
 DM6155                          SUPERSEDED SURVEY CONTROL
 DM6155
 DM6155  NAVD 88 (09/18/13)  296.199  (m)          971.78   (f) SUPERSEDED  2 1
 DM6155
 DM6155.Superseded values are not recommended for survey control.
 DM6155
 DM6155.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DM6155.See file dsdata.pdf to determine how the superseded data were derived.
 DM6155
 DM6155_MARKER: DD = SURVEY DISK
 DM6155_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DM6155_SP_SET: LARGE CONCRETE FOOTING
 DM6155_STAMPING: 2785 CP 2008
 DM6155_MARK LOGO: MNDT
 DM6155_MAGNETIC: N = NO MAGNETIC MATERIAL
 DM6155_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DM6155_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DM6155+SATELLITE: SATELLITE OBSERVATIONS - September 12, 2013
 DM6155
 DM6155  HISTORY     - Date     Condition        Report By
 DM6155  HISTORY     - 20080612 MONUMENTED       MNDT
 DM6155  HISTORY     - 20120411 GOOD             MNDT
 DM6155  HISTORY     - 20130912 GOOD             MNDT
 DM6155
 DM6155                          STATION DESCRIPTION
 DM6155
 DM6155'DESCRIBED BY MN DEPT OF TRANSP 2008
 DM6155'THE MARK IS IN PLYMOUTH.
 DM6155'
 DM6155'TO REACH THE MARK GO 0.9 MI (1.4 KM) NORTH ALONG TRUNK HIGHWAY 494
 DM6155'FROM THE JUNCTION OF TRUNK HIGHWAY 494 AND TRUNK HIGHWAY 55, AT TRUNK
 DM6155'HIGHWAY 494 MILE POINT 23.1.
 DM6155'
 DM6155'IT IS 109.5 FT (33.4 M) EAST OF NORTHBOUND 494, 10.1 FT (3.1 M) EAST
 DM6155'OF A FENCE, 0.9 FT (0.3 M) WEST POWER POLE WHPP30, IN CONCRETE FOOTING
 DM6155'OF HIGH TENSION POWER POLE.
 DM6155
 DM6155                          STATION RECOVERY (2012)
 DM6155
 DM6155'RECOVERY NOTE BY MN DEPT OF TRANSP 2012 (JBG)
 DM6155'IN PLYMOUTH, 0.9 MI (1.4 KM) NORTH ALONG INTERSTATE HIGHWAY 494  FROM
 DM6155'THE JUNCTION OF INTERSTATE HIGHWAY 494 AND TRUNK HIGHWAY 55, AT TRUNK
 DM6155'HIGHWAY MILE POINT 23.1, 109.5 FT (33.4 M) EAST OF NORTHBOUND
 DM6155'INTERSTATE HIGHWAY 494, 10.1 FT (3.1 M) EAST OF A FENCE, 0.9 FT (27
 DM6155'CM) WEST POWER POLE NUMBER WHPP30, IN CONCRETE FOOTING OF HIGH TENSION
 DM6155'POWER POLE.
 DM6155
 DM6155                          STATION RECOVERY (2013)
 DM6155
 DM6155'RECOVERY NOTE BY MN DEPT OF TRANSP 2013 (KMS)
 DM6155'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DM6154 ***********************************************************************
 DM6154  DESIGNATION -  2785 CQ
 DM6154  PID         -  DM6154
 DM6154  STATE/COUNTY-  MN/HENNEPIN
 DM6154  COUNTRY     -  US
 DM6154  USGS QUAD   -  OSSEO (2019)
 DM6154
 DM6154                         *CURRENT SURVEY CONTROL
 DM6154  ______________________________________________________________________
 DM6154* NAD 83(1986) POSITION- 45 00 37.84   (N) 093 27 24.45   (W)   HD_HELD1
 DM6154* NAVD 88 ORTHO HEIGHT -   299.202 (meters)      981.63  (feet) ADJUSTED
 DM6154  ______________________________________________________________________
 DM6154  GEOID HEIGHT    -        -27.041 (meters)                     GEOID18
 DM6154  DYNAMIC HEIGHT  -        299.197 (meters)      981.62  (feet) COMP
 DM6154  MODELED GRAVITY -    980,591.2   (mgal)                       NAVD 88
 DM6154
 DM6154  VERT ORDER      -  SECOND    CLASS I
 DM6154
 DM6154.The horizontal coordinates were determined by differentially corrected
 DM6154.hand held GPS observations or other comparable positioning techniques
 DM6154.and have an estimated accuracy of +/- 3 meters.
 DM6154
 DM6154.The orthometric height was determined by differential leveling and
 DM6154.adjusted by the NATIONAL GEODETIC SURVEY
 DM6154.in September 2013.
 DM6154
 DM6154.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM6154.GEOID18 height accuracy estimate available here.
 DM6154
 DM6154.Click photographs - Photos may exist for this station.
 DM6154
 DM6154.The dynamic height is computed by dividing the NAVD 88
 DM6154.geopotential number by the normal gravity value computed on the
 DM6154.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM6154.degrees latitude (g = 980.6199 gals.).
 DM6154
 DM6154.The modeled gravity was interpolated from observed gravity values.
 DM6154
 DM6154;                    North         East    Units  Estimated Accuracy
 DM6154;SPC MN S     -   323,537.1     842,820.5     MT  (+/- 3 meters HH1 GPS) 
 DM6154
 DM6154_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK6400484219(NAD 83)
 DM6154
 DM6154                          SUPERSEDED SURVEY CONTROL
 DM6154
 DM6154.No superseded survey control is available for this station.
 DM6154
 DM6154_MARKER: DV = VERTICAL CONTROL DISK
 DM6154_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DM6154_SP_SET: BRIDGE RAILING
 DM6154_STAMPING: 2785 CQ 1988
 DM6154_MARK LOGO: MNDT
 DM6154_MAGNETIC: N = NO MAGNETIC MATERIAL
 DM6154_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DM6154_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DM6154+SATELLITE: SATELLITE OBSERVATIONS - September 11, 2013
 DM6154
 DM6154  HISTORY     - Date     Condition        Report By
 DM6154  HISTORY     - 19880401 MONUMENTED       MNDT
 DM6154  HISTORY     - 20080612 GOOD             MNDT
 DM6154  HISTORY     - 20120411 GOOD             MNDT
 DM6154  HISTORY     - 20130911 GOOD             MNDT
 DM6154
 DM6154                          STATION DESCRIPTION
 DM6154
 DM6154'DESCRIBED BY MN DEPT OF TRANSP 2008 (DAS)
 DM6154'THE MARK IS IN PLYMOUTH.
 DM6154'
 DM6154'TO REACH THE MARK GO TO THE BRIDGE RAILING IN SOUTHEAST CORNER OF
 DM6154'TRUNK HIGHWAY 55 BRIDGE NUMBER 27971 OVER TRUNK HIGHWAY 494.
 DM6154'
 DM6154'IT IS 2.8 MI (4.5 KM) NORTH ALONG TRUNK HIGHWAY 494 FROM THE JUNCTION
 DM6154'OF TRUNK HIGHWAY 494 AND TRUNK HIGHWAY 394, TAKE TRUNK HIGHWAY 55 EXIT
 DM6154'(EXIT 22), THENCE 0.1 MI (0.2 KM) WEST ALONG TRUNK HIGHWAY 55, AT
 DM6154'TRUNK HIGHWAY 494 MILE POINT 22.3, 0.8 FT (24 CM) WEST OF END OF
 DM6154'BRIDGE RAILING.
 DM6154
 DM6154                          STATION RECOVERY (2012)
 DM6154
 DM6154'RECOVERY NOTE BY MN DEPT OF TRANSP 2012 (JBG)
 DM6154'IN PLYMOUTH, IN BRIDGE RAILING IN SOUTHEAST CORNER OF TRUNK HIGHWAY 55
 DM6154'BRIDGE NUMBER 27971 OVER TRUNK HIGHWAY 494, 2.8 MI (4.5 KM) NORTH
 DM6154'ALONG INTERSTATE HIGHWAY 494  FROM THE JUNCTION OF TRUNK HIGHWAY 494
 DM6154'AND INTERSTATE HIGHWAY 394, TO TRUNK HIGHWAY 55 (EXIT 22), 25.0 FT
 DM6154'(7.6 M) SOUTH OF EASTBOUND TRUNK HIGHWAY 55, 0.8 FT (24 CM) WEST ALONG
 DM6154'BRIDGE RAILING.
 DM6154
 DM6154                          STATION RECOVERY (2013)
 DM6154
 DM6154'RECOVERY NOTE BY MN DEPT OF TRANSP 2013 (KMS)
 DM6154'IN PLYMOUTH, IN BRIDGE RAILING IN SOUTHEAST CORNER OF TRUNK HIGHWAY 55
 DM6154'BRIDGE NUMBER 27971 OVER TRUNK HIGHWAY 494, 2.8 MILES NORTH ALONG
 DM6154'TRUNK HIGHWAY 494 FROM JUNCTION OF TRUNK HIGHWAY 494 AND 394, TO TRUNK
 DM6154'HIGHWAY 55 (EXIT 22), 0.8 FOOT WEST OF EAST END OF BRIDGE RAILING,
 DM6154'25.0 FEET SOUTH OF EASTBOUND TRUNK HIGHWAY 55.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DM6157 ***********************************************************************
 DM6157  DESIGNATION -  2785 CR
 DM6157  PID         -  DM6157
 DM6157  STATE/COUNTY-  MN/HENNEPIN
 DM6157  COUNTRY     -  US
 DM6157  USGS QUAD   -  OSSEO (2019)
 DM6157
 DM6157                         *CURRENT SURVEY CONTROL
 DM6157  ______________________________________________________________________
 DM6157* NAD 83(1986) POSITION- 45 04 49.88   (N) 093 26 46.67   (W)   HD_HELD1
 DM6157* NAVD 88 ORTHO HEIGHT -   292.125 (meters)      958.41  (feet) ADJUSTED
 DM6157  ______________________________________________________________________
 DM6157  GEOID HEIGHT    -        -27.379 (meters)                     GEOID18
 DM6157  DYNAMIC HEIGHT  -        292.114 (meters)      958.38  (feet) COMP
 DM6157  MODELED GRAVITY -    980,572.2   (mgal)                       NAVD 88
 DM6157
 DM6157  VERT ORDER      -  SECOND    CLASS I
 DM6157
 DM6157.The horizontal coordinates were determined by differentially corrected
 DM6157.hand held GPS observations or other comparable positioning techniques
 DM6157.and have an estimated accuracy of +/- 3 meters.
 DM6157
 DM6157.The orthometric height was determined by differential leveling and
 DM6157.adjusted by the NATIONAL GEODETIC SURVEY
 DM6157.in September 2013.
 DM6157
 DM6157.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM6157.GEOID18 height accuracy estimate available here.
 DM6157
 DM6157.Click photographs - Photos may exist for this station.
 DM6157
 DM6157.The dynamic height is computed by dividing the NAVD 88
 DM6157.geopotential number by the normal gravity value computed on the
 DM6157.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM6157.degrees latitude (g = 980.6199 gals.).
 DM6157
 DM6157.The modeled gravity was interpolated from observed gravity values.
 DM6157
 DM6157;                    North         East    Units  Estimated Accuracy
 DM6157;SPC MN S     -   331,322.8     843,595.0     MT  (+/- 3 meters HH1 GPS) 
 DM6157
 DM6157_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK6487491992(NAD 83)
 DM6157
 DM6157                          SUPERSEDED SURVEY CONTROL
 DM6157
 DM6157.No superseded survey control is available for this station.
 DM6157
 DM6157_MARKER: DD = SURVEY DISK
 DM6157_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DM6157_SP_SET: BRIDGE ABUTMENT
 DM6157_STAMPING: 2785 CR 1995
 DM6157_MARK LOGO: MNDT
 DM6157_MAGNETIC: N = NO MAGNETIC MATERIAL
 DM6157_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DM6157_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DM6157+SATELLITE: SATELLITE OBSERVATIONS - September 12, 2013
 DM6157
 DM6157  HISTORY     - Date     Condition        Report By
 DM6157  HISTORY     - 19950401 MONUMENTED       MNDT
 DM6157  HISTORY     - 20080612 GOOD             MNDT
 DM6157  HISTORY     - 20130912 GOOD             MNDT
 DM6157
 DM6157                          STATION DESCRIPTION
 DM6157
 DM6157'DESCRIBED BY MN DEPT OF TRANSP 2008 (DAS)
 DM6157'THE MARK IS IN MAPLE GROVE.
 DM6157'
 DM6157'TO REACH THE MARK GO 0.7 MI (1.1 KM) SOUTH ALONG TRUNK HIGHWAY 494
 DM6157'FROM THE JUNCTION OF TRUNK HIGHWAY 494 AND TRUNK HIGHWAY 694.
 DM6157'
 DM6157'IT IS 0.1 MI (0.2 KM) WEST ON BASS LAKE ROAD, THEN GO 0.9 MI (1.4 KM)
 DM6157'NORTH ON WEDGEWOOD ROAD, THEN GO 0.1 MI (0.2 KM) EAST ON FISH LAKE
 DM6157'ROAD, IN SOUTHEAST CORNER OF PEDESTRIAN BRIDGE NUMBER 27A25 OVER TRUNK
 DM6157'HIGHWAY 494, AT TRUNK HIGHWAY MILE POINT 27.2, 7.8 FT (2.4 M)
 DM6157'SOUTHWEST OF WALKWAY, 2.0 FT (0.6 M) SOUTHWEST OF A FENCE.
 DM6157
 DM6157                          STATION RECOVERY (2013)
 DM6157
 DM6157'RECOVERY NOTE BY MN DEPT OF TRANSP 2013 (KMS)
 DM6157'IN MAPLE GROVE, IN BRIDGE ABUTMENT IN SOUTHEAST CORNER OF PEDESTRIAN
 DM6157'BRIDGE NUMBER 27A25 OVER TRUNK HIGHWAY 494, 0.7 MILE SOUTH ALONG
 DM6157'INTERSTATE HIGHWAY 494 FROM JUNCTION OF INTERSTATE HIGHWAY 494 AND
 DM6157'INTERSTATE HIGHWAY 694, THEN 0.25 MILE WEST ALONG BASS LAKE ROAD, THEN
 DM6157'0.9 MILE NORTH ALONG WEDGEWOOD ROAD, THEN 0.1 MILE EAST ALONG FISH
 DM6157'LAKE ROAD, AT TRUNK HIGHWAY MILEPOINT 27.2, 7.8 FEET SOUTHWEST OF
 DM6157'WALKWAY, 2.0 FEET SOUTHWEST OF FENCE.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DM6148 ***********************************************************************
 DM6148  DESIGNATION -  2785 CS
 DM6148  PID         -  DM6148
 DM6148  STATE/COUNTY-  MN/HENNEPIN
 DM6148  COUNTRY     -  US
 DM6148  USGS QUAD   -  HOPKINS (2019)
 DM6148
 DM6148                         *CURRENT SURVEY CONTROL
 DM6148  ______________________________________________________________________
 DM6148* NAD 83(1986) POSITION- 44 58 14.6    (N) 093 27 37.8    (W)   HD_HELD2
 DM6148* NAVD 88 ORTHO HEIGHT -   300.194 (meters)      984.89  (feet) ADJUSTED
 DM6148  ______________________________________________________________________
 DM6148  GEOID HEIGHT    -        -26.924 (meters)                     GEOID18
 DM6148  DYNAMIC HEIGHT  -        300.190 (meters)      984.87  (feet) COMP
 DM6148  MODELED GRAVITY -    980,595.9   (mgal)                       NAVD 88
 DM6148
 DM6148  VERT ORDER      -  SECOND    CLASS I
 DM6148
 DM6148.The horizontal coordinates were established by autonomous hand held GPS
 DM6148.observations and have an estimated accuracy of +/- 10 meters.
 DM6148
 DM6148.The orthometric height was determined by differential leveling and
 DM6148.adjusted by the NATIONAL GEODETIC SURVEY
 DM6148.in September 2013.
 DM6148
 DM6148.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM6148.GEOID18 height accuracy estimate available here.
 DM6148
 DM6148.Click photographs - Photos may exist for this station.
 DM6148
 DM6148.The dynamic height is computed by dividing the NAVD 88
 DM6148.geopotential number by the normal gravity value computed on the
 DM6148.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM6148.degrees latitude (g = 980.6199 gals.).
 DM6148
 DM6148.The modeled gravity was interpolated from observed gravity values.
 DM6148
 DM6148;                    North         East    Units  Estimated Accuracy
 DM6148;SPC MN S     -   319,114.      842,557.      MT  (+/- 10 meters HH2 GPS)
 DM6148
 DM6148_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK6368779801(NAD 83)
 DM6148
 DM6148                          SUPERSEDED SURVEY CONTROL
 DM6148
 DM6148.No superseded survey control is available for this station.
 DM6148
 DM6148_MARKER: DV = VERTICAL CONTROL DISK
 DM6148_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DM6148_SP_SET: BRIDGE RAILING
 DM6148_STAMPING: 2785 CS 1986
 DM6148_MARK LOGO: MNDT
 DM6148_MAGNETIC: N = NO MAGNETIC MATERIAL
 DM6148_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DM6148_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DM6148+SATELLITE: SATELLITE OBSERVATIONS - September 11, 2013
 DM6148
 DM6148  HISTORY     - Date     Condition        Report By
 DM6148  HISTORY     - 19860401 MONUMENTED       MNDT
 DM6148  HISTORY     - 20080529 GOOD             MNDT
 DM6148  HISTORY     - 20130911 GOOD             MNDT
 DM6148
 DM6148                          STATION DESCRIPTION
 DM6148
 DM6148'DESCRIBED BY MN DEPT OF TRANSP 2008 (DAS)
 DM6148'THE STATION IS LOCATED ABOUT 7.0 MI (11.3 KM) NORTHEAST OF EXCELSIOR.
 DM6148'
 DM6148'THE MARK IS IN MINNETONKA, TO REACH THE MARK GO 5.8 MI (9.3 KM)
 DM6148'SOUTH-SOUTHEAST OF HAMEL.
 DM6148'
 DM6148'IT IS 3.1 MI (5.0 KM) NORTH OF HOPKINS IN BRIDGE RAILING IN SOUTHEAST
 DM6148'CORNER OF TRUNK HIGHWAY 494 BRIDGE NUMBER 27830 OVER TRUNK HIGHWAY
 DM6148'394/TRUNK HIGHWAY 12, 3.2 MI (5.1 KM) NORTH ALONG TRUNK HIGHWAY 494
 DM6148'FROM THE JUNCTION OF TRUNK HIGHWAY 494 AND TRUNK HIGHWAY 7, AT TRUNK
 DM6148'HIGHWAY 494 MILE POINT 19.5.
 DM6148
 DM6148                          STATION RECOVERY (2013)
 DM6148
 DM6148'RECOVERY NOTE BY MN DEPT OF TRANSP 2013 (KMS)
 DM6148'IN MINNETONKA, IN BRIDGE RAILING IN SOUTHEAST CORNER OF INTERSTATE
 DM6148'HIGHWAY 494 BRIDGE NUMBER 27830 OVER INTERSTATE HIGHWAY 394/
 DM6148'INTERSTATE HIGHWAY 12, 3.2 MILES NORTH ALONG INTERSTATE HIGHWAY 494
 DM6148'FROM JUNCTION OF INTERSTATE HIGHWAY 494 AND TRUNK HIGHWAY 7, AT
 DM6148'INTERSTATE HIGHWAY 494 MILEPOINT 19.5.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DP2363 ***********************************************************************
 DP2363  DESIGNATION -  2785 CW
 DP2363  PID         -  DP2363
 DP2363  STATE/COUNTY-  MN/HENNEPIN
 DP2363  COUNTRY     -  US
 DP2363  USGS QUAD   -  EDEN PRAIRIE (2019)
 DP2363
 DP2363                         *CURRENT SURVEY CONTROL
 DP2363  ______________________________________________________________________
 DP2363* NAD 83(2011) POSITION- 44 51 43.48966(N) 093 25 22.56699(W)   ADJUSTED
 DP2363* NAD 83(2011) ELLIP HT-   241.834 (meters)        (04/16/14)   ADJUSTED
 DP2363* NAD 83(2011) EPOCH   -  2010.00
 DP2363* NAVD 88 ORTHO HEIGHT -   268.757 (meters)      881.75  (feet) ADJUSTED
 DP2363  ______________________________________________________________________
 DP2363  GEOID HEIGHT    -        -26.919 (meters)                     GEOID18
 DP2363  NAD 83(2011) X  -   -270,383.642 (meters)                     COMP
 DP2363  NAD 83(2011) Y  - -4,520,508.140 (meters)                     COMP
 DP2363  NAD 83(2011) Z  -  4,476,668.099 (meters)                     COMP
 DP2363  LAPLACE CORR    -         -3.61  (seconds)                    DEFLEC18
 DP2363  DYNAMIC HEIGHT  -        268.751 (meters)      881.73  (feet) COMP
 DP2363  MODELED GRAVITY -    980,588.2   (mgal)                       NAVD 88
 DP2363
 DP2363  VERT ORDER      -  SECOND    CLASS I
 DP2363
 DP2363  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DP2363  Standards:
 DP2363         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DP2363            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DP2363  -------------------------------------------------------------------
 DP2363  NETWORK    0.77   0.92           0.35   0.27   0.47     -0.16199994
 DP2363  -------------------------------------------------------------------
 DP2363  Click here for local accuracies and other accuracy information.
 DP2363
 DP2363.The horizontal coordinates were established by GPS observations
 DP2363.and adjusted by the MN DEPT OF TRANSP in April 2014.
 DP2363
 DP2363.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DP2363.been affixed to the stable North American tectonic plate. See 
 DP2363.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DP2363
 DP2363.The horizontal coordinates are valid at the epoch date displayed above
 DP2363.which is a decimal equivalence of Year/Month/Day.
 DP2363
 DP2363.The orthometric height was determined by differential leveling and
 DP2363.adjusted by the NATIONAL GEODETIC SURVEY
 DP2363.in September 2016.
 DP2363
 DP2363.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP2363.GEOID18 height accuracy estimate available here.
 DP2363
 DP2363.Click photographs - Photos may exist for this station.
 DP2363
 DP2363.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DP2363
 DP2363.The Laplace correction was computed from DEFLEC18 derived deflections.
 DP2363
 DP2363.The ellipsoidal height was determined by GPS observations
 DP2363.and is referenced to NAD 83.
 DP2363
 DP2363.The dynamic height is computed by dividing the NAVD 88
 DP2363.geopotential number by the normal gravity value computed on the
 DP2363.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP2363.degrees latitude (g = 980.6199 gals.).
 DP2363
 DP2363.The modeled gravity was interpolated from observed gravity values.
 DP2363
 DP2363. The following values were computed from the NAD 83(2011) position.
 DP2363
 DP2363;                    North         East     Units Scale Factor Converg.
 DP2363;SPC MN S     -   307,061.456   845,605.719   MT  0.99994182   +0 24 16.1
 DP2363;SPC MN S     - 1,007,417.46  2,774,291.43   sFT  0.99994182   +0 24 16.1
 DP2363;UTM  15      - 4,967,716.467   466,586.356   MT  0.99961373   -0 17 54.0
 DP2363
 DP2363!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DP2363!SPC MN S     -   0.99996208  x   0.99994182  =   0.99990391
 DP2363!UTM  15      -   0.99996208  x   0.99961373  =   0.99957583
 DP2363
 DP2363_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK6658667716(NAD 83)
 DP2363
 DP2363                          SUPERSEDED SURVEY CONTROL
 DP2363
 DP2363.No superseded survey control is available for this station.
 DP2363
 DP2363_MARKER: I = METAL ROD
 DP2363_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DP2363_STAMPING: 2785 CW 2013
 DP2363_MARK LOGO: MNDT
 DP2363_PROJECTION: FLUSH
 DP2363_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DP2363_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DP2363_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP2363+SATELLITE: SATELLITE OBSERVATIONS - April 08, 2020
 DP2363_ROD/PIPE-DEPTH: 8.5 meters
 DP2363
 DP2363  HISTORY     - Date     Condition        Report By
 DP2363  HISTORY     - 20131007 MONUMENTED       MNDT
 DP2363  HISTORY     - 20171011 GOOD             MNDT
 DP2363  HISTORY     - 20200408 GOOD             MNDT
 DP2363
 DP2363                          STATION DESCRIPTION
 DP2363
 DP2363'DESCRIBED BY MN DEPT OF TRANSP 2013
 DP2363'IN EDEN PRAIRIE, 1.4 MILES WEST ALONG INTERSTATE 494 FROM JUNCTION OF
 DP2363'INTERSTATE 494 AND TRUNK HIGHWAY 169 IN EDEN PRAIRIE, AT INTERSTATE
 DP2363'494 MILEPOINT 11.6, 54.7 FEET NORTHEAST OF WESTBOUND INTERSTATE 494
 DP2363'FOGLINE, 1.5 FEET SOUTHWEST OF WITNESS POST.
 DP2363'
 DP2363'NOTE - THE STATION MARK CONSISTS OF A 3/4 INCH (19 MM) DIAMETER
 DP2363'ALUMINUM ROD DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL MARK
 DP2363'REMOVABLE DISK SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY
 DP2363'A SIX-INCH PVC PIPE BACKFILLED WITH WASHED SAND.
 DP2363
 DP2363                          STATION RECOVERY (2017)
 DP2363
 DP2363'RECOVERY NOTE BY MN DEPT OF TRANSP 2017 (MPP)
 DP2363'RECOVERED IN GOOD CONDITION.
 DP2363
 DP2363                          STATION RECOVERY (2020)
 DP2363
 DP2363'RECOVERY NOTE BY MN DEPT OF TRANSP 2020 (SEL)
 DP2363'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DP2364 ***********************************************************************
 DP2364  DESIGNATION -  2785 CX
 DP2364  PID         -  DP2364
 DP2364  STATE/COUNTY-  MN/HENNEPIN
 DP2364  COUNTRY     -  US
 DP2364  USGS QUAD   -  OSSEO (2019)
 DP2364
 DP2364                         *CURRENT SURVEY CONTROL
 DP2364  ______________________________________________________________________
 DP2364* NAD 83(2011) POSITION- 45 04 28.09453(N) 093 26 44.68157(W)   ADJUSTED
 DP2364* NAD 83(2011) ELLIP HT-   260.660 (meters)        (04/16/14)   ADJUSTED
 DP2364* NAD 83(2011) EPOCH   -  2010.00
 DP2364* NAVD 88 ORTHO HEIGHT -   288.002 (meters)      944.89  (feet) ADJUSTED
 DP2364  ______________________________________________________________________
 DP2364  GEOID HEIGHT    -        -27.342 (meters)                     GEOID18
 DP2364  NAD 83(2011) X  -   -271,181.441 (meters)                     COMP
 DP2364  NAD 83(2011) Y  - -4,503,762.225 (meters)                     COMP
 DP2364  NAD 83(2011) Z  -  4,493,381.255 (meters)                     COMP
 DP2364  LAPLACE CORR    -          3.88  (seconds)                    DEFLEC18
 DP2364  DYNAMIC HEIGHT  -        287.993 (meters)      944.86  (feet) COMP
 DP2364  MODELED GRAVITY -    980,574.8   (mgal)                       NAVD 88
 DP2364
 DP2364  VERT ORDER      -  SECOND    CLASS I
 DP2364
 DP2364  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DP2364  Standards:
 DP2364         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DP2364            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DP2364  -------------------------------------------------------------------
 DP2364  NETWORK    1.04   0.96           0.46   0.37   0.49     -0.26134121
 DP2364  -------------------------------------------------------------------
 DP2364  Click here for local accuracies and other accuracy information.
 DP2364
 DP2364.The horizontal coordinates were established by GPS observations
 DP2364.and adjusted by the MN DEPT OF TRANSP in April 2014.
 DP2364
 DP2364.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DP2364.been affixed to the stable North American tectonic plate. See 
 DP2364.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DP2364
 DP2364.The horizontal coordinates are valid at the epoch date displayed above
 DP2364.which is a decimal equivalence of Year/Month/Day.
 DP2364
 DP2364.The orthometric height was determined by differential leveling and
 DP2364.adjusted by the NATIONAL GEODETIC SURVEY
 DP2364.in September 2016.
 DP2364
 DP2364.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP2364.GEOID18 height accuracy estimate available here.
 DP2364
 DP2364.Click photographs - Photos may exist for this station.
 DP2364
 DP2364.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DP2364
 DP2364.The Laplace correction was computed from DEFLEC18 derived deflections.
 DP2364
 DP2364.The ellipsoidal height was determined by GPS observations
 DP2364.and is referenced to NAD 83.
 DP2364
 DP2364.The dynamic height is computed by dividing the NAVD 88
 DP2364.geopotential number by the normal gravity value computed on the
 DP2364.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP2364.degrees latitude (g = 980.6199 gals.).
 DP2364
 DP2364.The modeled gravity was interpolated from observed gravity values.
 DP2364
 DP2364. The following values were computed from the NAD 83(2011) position.
 DP2364
 DP2364;                    North         East     Units Scale Factor Converg.
 DP2364;SPC MN S     -   330,650.569   843,643.060   MT  0.99997204   +0 23 18.6
 DP2364;SPC MN S     - 1,084,809.41  2,767,852.27   sFT  0.99997204   +0 23 18.6
 DP2364;UTM  15      - 4,991,319.837   464,914.024   MT  0.99961514   -0 18 56.2
 DP2364
 DP2364!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DP2364!SPC MN S     -   0.99995913  x   0.99997204  =   0.99993118
 DP2364!UTM  15      -   0.99995913  x   0.99961514  =   0.99957429
 DP2364
 DP2364:                Primary Azimuth Mark                     Grid Az
 DP2364:SPC MN S     -  2785 CY                                  193 57 27.6
 DP2364:UTM  15      -  2785 CY                                  194 39 42.4
 DP2364
 DP2364_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK6491491319(NAD 83)
 DP2364
 DP2364|---------------------------------------------------------------------|
 DP2364| PID    Reference Object                     Distance      Geod. Az  |
 DP2364|                                                           dddmmss.s |
 DP2364| DP2365 2785 CY                             APPROX. 1.7 KM 1942046.2 |
 DP2364|---------------------------------------------------------------------|
 DP2364
 DP2364                          SUPERSEDED SURVEY CONTROL
 DP2364
 DP2364.No superseded survey control is available for this station.
 DP2364
 DP2364_MARKER: F = FLANGE-ENCASED ROD
 DP2364_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DP2364_STAMPING: 2785 CX 2013
 DP2364_MARK LOGO: MNDT
 DP2364_PROJECTION: FLUSH
 DP2364_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DP2364_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DP2364_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP2364+SATELLITE: SATELLITE OBSERVATIONS - October 08, 2013
 DP2364_ROD/PIPE-DEPTH: 9.8 meters
 DP2364
 DP2364  HISTORY     - Date     Condition        Report By
 DP2364  HISTORY     - 20131008 MONUMENTED       MNDT
 DP2364  HISTORY     - 20131008 GOOD             MNDT
 DP2364
 DP2364                          STATION DESCRIPTION
 DP2364
 DP2364'DESCRIBED BY MN DEPT OF TRANSP 2013
 DP2364'IN MAPLE GROVE, 0.5 MILE NORTH ALONG INTERSTATE 494 FROM JUNCTION OF
 DP2364'INTERSTATE 494 AND COUNTY ROAD 10/ BASS LAKE ROAD IN MAPLE GROVE, AT
 DP2364'INTERSTATE 494 MILEPOINT 26.7, 30.3 FEET EAST OF NORTHBOUND INTERSTATE
 DP2364'494 FOG LINE, 1.5 FEET NORTH OF WITNESS POST.
 DP2364
 DP2364                          STATION RECOVERY (2013)
 DP2364
 DP2364'RECOVERY NOTE BY MN DEPT OF TRANSP 2013 (MPP)
 DP2364'RECOVERED IN GOOD CONDITION.
 DP2364'
 DP2364'NOTE - THE STATION MARK CONSISTS OF A 3/4 INCH (19 MM) DIAMETER
 DP2364'ALUMINUM ROD DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL MARK
 DP2364'REMOVABLE DISK SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY
 DP2364'A SIX-INCH PVC PIPE BACKFILLED WITH WASHED SAND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DP2365 ***********************************************************************
 DP2365  DESIGNATION -  2785 CY
 DP2365  PID         -  DP2365
 DP2365  STATE/COUNTY-  MN/HENNEPIN
 DP2365  COUNTRY     -  US
 DP2365  USGS QUAD   -  OSSEO (2019)
 DP2365
 DP2365                         *CURRENT SURVEY CONTROL
 DP2365  ______________________________________________________________________
 DP2365* NAD 83(2011) POSITION- 45 03 35.47659(N) 093 27 03.66900(W)   ADJUSTED
 DP2365* NAD 83(2011) ELLIP HT-   271.964 (meters)        (04/16/14)   ADJUSTED
 DP2365* NAD 83(2011) EPOCH   -  2010.00
 DP2365* NAVD 88 ORTHO HEIGHT -   299.235 (meters)      981.74  (feet) ADJUSTED
 DP2365  ______________________________________________________________________
 DP2365  GEOID HEIGHT    -        -27.264 (meters)                     GEOID18
 DP2365  NAD 83(2011) X  -   -271,665.731 (meters)                     COMP
 DP2365  NAD 83(2011) Y  - -4,504,893.096 (meters)                     COMP
 DP2365  NAD 83(2011) Z  -  4,492,241.981 (meters)                     COMP
 DP2365  LAPLACE CORR    -          3.22  (seconds)                    DEFLEC18
 DP2365  DYNAMIC HEIGHT  -        299.226 (meters)      981.71  (feet) COMP
 DP2365  MODELED GRAVITY -    980,579.4   (mgal)                       NAVD 88
 DP2365
 DP2365  VERT ORDER      -  SECOND    CLASS I
 DP2365
 DP2365  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DP2365  Standards:
 DP2365         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DP2365            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DP2365  -------------------------------------------------------------------
 DP2365  NETWORK    0.90   0.88           0.40   0.32   0.45     -0.22923084
 DP2365  -------------------------------------------------------------------
 DP2365  Click here for local accuracies and other accuracy information.
 DP2365
 DP2365.The horizontal coordinates were established by GPS observations
 DP2365.and adjusted by the MN DEPT OF TRANSP in April 2014.
 DP2365
 DP2365.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DP2365.been affixed to the stable North American tectonic plate. See 
 DP2365.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DP2365
 DP2365.The horizontal coordinates are valid at the epoch date displayed above
 DP2365.which is a decimal equivalence of Year/Month/Day.
 DP2365
 DP2365.The orthometric height was determined by differential leveling and
 DP2365.adjusted by the NATIONAL GEODETIC SURVEY
 DP2365.in September 2016.
 DP2365
 DP2365.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP2365.GEOID18 height accuracy estimate available here.
 DP2365
 DP2365.Click photographs - Photos may exist for this station.
 DP2365
 DP2365.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DP2365
 DP2365.The Laplace correction was computed from DEFLEC18 derived deflections.
 DP2365
 DP2365.The ellipsoidal height was determined by GPS observations
 DP2365.and is referenced to NAD 83.
 DP2365
 DP2365.The dynamic height is computed by dividing the NAVD 88
 DP2365.geopotential number by the normal gravity value computed on the
 DP2365.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP2365.degrees latitude (g = 980.6199 gals.).
 DP2365
 DP2365.The modeled gravity was interpolated from observed gravity values.
 DP2365
 DP2365. The following values were computed from the NAD 83(2011) position.
 DP2365
 DP2365;                    North         East     Units Scale Factor Converg.
 DP2365;SPC MN S     -   329,023.518   843,238.668   MT  0.99996952   +0 23 05.3
 DP2365;SPC MN S     - 1,079,471.33  2,766,525.53   sFT  0.99996952   +0 23 05.3
 DP2365;UTM  15      - 4,989,698.456   464,489.820   MT  0.99961550   -0 19 09.3
 DP2365
 DP2365!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DP2365!SPC MN S     -   0.99995736  x   0.99996952  =   0.99992688
 DP2365!UTM  15      -   0.99995736  x   0.99961550  =   0.99957288
 DP2365
 DP2365:                Primary Azimuth Mark                     Grid Az
 DP2365:SPC MN S     -  2785 CX                                  013 57 27.5
 DP2365:UTM  15      -  2785 CX                                  014 39 42.1
 DP2365
 DP2365_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK6448989698(NAD 83)
 DP2365
 DP2365|---------------------------------------------------------------------|
 DP2365| PID    Reference Object                     Distance      Geod. Az  |
 DP2365|                                                           dddmmss.s |
 DP2365| DP2364 2785 CX                             APPROX. 1.7 KM 0142032.8 |
 DP2365|---------------------------------------------------------------------|
 DP2365
 DP2365                          SUPERSEDED SURVEY CONTROL
 DP2365
 DP2365.No superseded survey control is available for this station.
 DP2365
 DP2365_MARKER: F = FLANGE-ENCASED ROD
 DP2365_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DP2365_STAMPING: 2785 CY 2013
 DP2365_MARK LOGO: MNDT
 DP2365_PROJECTION: FLUSH
 DP2365_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DP2365_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DP2365_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP2365+SATELLITE: SATELLITE OBSERVATIONS - April 08, 2020
 DP2365_ROD/PIPE-DEPTH: 12.2 meters
 DP2365
 DP2365  HISTORY     - Date     Condition        Report By
 DP2365  HISTORY     - 20131009 MONUMENTED       MNDT
 DP2365  HISTORY     - 20200408 GOOD             MNDT
 DP2365
 DP2365                          STATION DESCRIPTION
 DP2365
 DP2365'DESCRIBED BY MN DEPT OF TRANSP 2013
 DP2365'IN  PLYMOUTH, 0.5 MILES SOUTH ALONG INTERSTATE 494 FROM THE JUNCTION
 DP2365'OF INTERSTATE 494 AND COUNTY ROAD 10/ BASS LAKE ROAD IN MAPLE GROVE,
 DP2365'AT INTERSTATE 494 MILEPOINT 25.65, 99.8 FEET WEST OF SOUTH BOUND
 DP2365'INTERSTATE 494 FOG LINE, 21.9 FEET SOUTHEAST OF RIGHT OF WAY FENCE,
 DP2365'1.5 FEET EAST OF WITNESS POST, 0.05 MILE SOUTH OF COUNTY ROAD 47.
 DP2365'
 DP2365'THE STATION MARK CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM ROD
 DP2365'DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL MARK REMOVABLE DISK SET
 DP2365'ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH PVC PIPE
 DP2365'BACKFILLED WITH WASHED SAND.
 DP2365
 DP2365                          STATION RECOVERY (2020)
 DP2365
 DP2365'RECOVERY NOTE BY MN DEPT OF TRANSP 2020 (MPP)
 DP2365'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DP2366 ***********************************************************************
 DP2366  DESIGNATION -  2785 CZ
 DP2366  PID         -  DP2366
 DP2366  STATE/COUNTY-  MN/HENNEPIN
 DP2366  COUNTRY     -  US
 DP2366  USGS QUAD   -  OSSEO (2019)
 DP2366
 DP2366                         *CURRENT SURVEY CONTROL
 DP2366  ______________________________________________________________________
 DP2366* NAD 83(2011) POSITION- 45 01 24.35901(N) 093 27 15.36718(W)   ADJUSTED
 DP2366* NAD 83(2011) ELLIP HT-   269.797 (meters)        (04/16/14)   ADJUSTED
 DP2366* NAD 83(2011) EPOCH   -  2010.00
 DP2366* NAVD 88 ORTHO HEIGHT -   296.893 (meters)      974.06  (feet) ADJUSTED
 DP2366  ______________________________________________________________________
 DP2366  GEOID HEIGHT    -        -27.091 (meters)                     GEOID18
 DP2366  NAD 83(2011) X  -   -272,093.710 (meters)                     COMP
 DP2366  NAD 83(2011) Y  - -4,507,735.251 (meters)                     COMP
 DP2366  NAD 83(2011) Z  -  4,489,380.307 (meters)                     COMP
 DP2366  LAPLACE CORR    -          1.50  (seconds)                    DEFLEC18
 DP2366  DYNAMIC HEIGHT  -        296.888 (meters)      974.04  (feet) COMP
 DP2366  MODELED GRAVITY -    980,589.3   (mgal)                       NAVD 88
 DP2366
 DP2366  VERT ORDER      -  SECOND    CLASS I
 DP2366
 DP2366  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DP2366  Standards:
 DP2366         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DP2366            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DP2366  -------------------------------------------------------------------
 DP2366  NETWORK    0.88   0.76           0.40   0.30   0.39     -0.09805073
 DP2366  -------------------------------------------------------------------
 DP2366  Click here for local accuracies and other accuracy information.
 DP2366
 DP2366.The horizontal coordinates were established by GPS observations
 DP2366.and adjusted by the MN DEPT OF TRANSP in April 2014.
 DP2366
 DP2366.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DP2366.been affixed to the stable North American tectonic plate. See 
 DP2366.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DP2366
 DP2366.The horizontal coordinates are valid at the epoch date displayed above
 DP2366.which is a decimal equivalence of Year/Month/Day.
 DP2366
 DP2366.The orthometric height was determined by differential leveling and
 DP2366.adjusted by the NATIONAL GEODETIC SURVEY
 DP2366.in September 2016.
 DP2366
 DP2366.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP2366.GEOID18 height accuracy estimate available here.
 DP2366
 DP2366.Click photographs - Photos may exist for this station.
 DP2366
 DP2366.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DP2366
 DP2366.The Laplace correction was computed from DEFLEC18 derived deflections.
 DP2366
 DP2366.The ellipsoidal height was determined by GPS observations
 DP2366.and is referenced to NAD 83.
 DP2366
 DP2366.The dynamic height is computed by dividing the NAVD 88
 DP2366.geopotential number by the normal gravity value computed on the
 DP2366.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP2366.degrees latitude (g = 980.6199 gals.).
 DP2366
 DP2366.The modeled gravity was interpolated from observed gravity values.
 DP2366
 DP2366. The following values were computed from the NAD 83(2011) position.
 DP2366
 DP2366;                    North         East     Units Scale Factor Converg.
 DP2366;SPC MN S     -   324,974.409   843,009.757   MT  0.99996351   +0 22 57.1
 DP2366;SPC MN S     - 1,066,186.87  2,765,774.51   sFT  0.99996351   +0 22 57.1
 DP2366;UTM  15      - 4,985,653.884   464,211.277   MT  0.99961575   -0 19 16.9
 DP2366
 DP2366!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DP2366!SPC MN S     -   0.99995770  x   0.99996351  =   0.99992121
 DP2366!UTM  15      -   0.99995770  x   0.99961575  =   0.99957347
 DP2366
 DP2366:                Primary Azimuth Mark                     Grid Az
 DP2366:SPC MN S     -  2785 DA                                  190 28 27.3
 DP2366:UTM  15      -  2785 DA                                  191 10 41.3
 DP2366
 DP2366_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK6421185653(NAD 83)
 DP2366
 DP2366|---------------------------------------------------------------------|
 DP2366| PID    Reference Object                     Distance      Geod. Az  |
 DP2366|                                                           dddmmss.s |
 DP2366| DP2367 2785 DA                             APPROX. 1.6 KM 1905124.4 |
 DP2366|---------------------------------------------------------------------|
 DP2366
 DP2366                          SUPERSEDED SURVEY CONTROL
 DP2366
 DP2366.No superseded survey control is available for this station.
 DP2366
 DP2366_MARKER: F = FLANGE-ENCASED ROD
 DP2366_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DP2366_STAMPING: 2785 CZ 2013
 DP2366_MARK LOGO: MNDT
 DP2366_PROJECTION: RECESSED 5 CENTIMETERS
 DP2366_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DP2366_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DP2366_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP2366+SATELLITE: SATELLITE OBSERVATIONS - October 30, 2013
 DP2366_ROD/PIPE-DEPTH: 7.3 meters
 DP2366
 DP2366  HISTORY     - Date     Condition        Report By
 DP2366  HISTORY     - 20131009 MONUMENTED       MNDT
 DP2366  HISTORY     - 20131030 GOOD             MNDT
 DP2366  HISTORY     - 20131030 GOOD             MNDT
 DP2366
 DP2366                          STATION DESCRIPTION
 DP2366
 DP2366'DESCRIBED BY MN DEPT OF TRANSP 2013 (MPP)
 DP2366'RECOVERED IN GOOD CONDITION.
 DP2366'
 DP2366'NOTE - THE STATION MARK CONSISTS OF A 3/4 INCH (19 MM) DIAMETER
 DP2366'ALUMINUM ROD DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL MARK
 DP2366'REMOVABLE DISK SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY
 DP2366'A SIX-INCH PVC PIPE BACKFILLED WITH WASHED SAND.
 DP2366
 DP2366                          STATION RECOVERY (2013)
 DP2366
 DP2366'RECOVERY NOTE BY MN DEPT OF TRANSP 2013 (DXS)
 DP2366'IN  PLYMOUTH, 0.85 MILES NORTH ALONG INTERSTATE 494 FROM THE JUNCTION
 DP2366'OF INTERSTATE 494 AND TRUNK HIGHWAY 55 IN PLYMOUTH, AT INTERSTATE 494
 DP2366'MILEPOINT 23.15, 68.3 FEET WEST OF SOUTH BOUND INTERSTATE 494 FOG
 DP2366'LINE, 18.5 FEET EAST OF RIGHT OF WAY FENCE, 1.5 FEET SOUTH OF WITNESS
 DP2366'POST, 0.35 MILE SOUTH OF COUNTY ROAD 9/ ROCKFORD ROAD.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DP2367 ***********************************************************************
 DP2367  DESIGNATION -  2785 DA
 DP2367  PID         -  DP2367
 DP2367  STATE/COUNTY-  MN/HENNEPIN
 DP2367  COUNTRY     -  US
 DP2367  USGS QUAD   -  OSSEO (2019)
 DP2367
 DP2367                         *CURRENT SURVEY CONTROL
 DP2367  ______________________________________________________________________
 DP2367* NAD 83(2011) POSITION- 45 00 33.79961(N) 093 27 29.03648(W)   ADJUSTED
 DP2367* NAD 83(2011) ELLIP HT-   267.140 (meters)        (04/16/14)   ADJUSTED
 DP2367* NAD 83(2011) EPOCH   -  2010.00
 DP2367* NAVD 88 ORTHO HEIGHT -   294.185 (meters)      965.17  (feet) ADJUSTED
 DP2367  ______________________________________________________________________
 DP2367  GEOID HEIGHT    -        -27.038 (meters)                     GEOID18
 DP2367  NAD 83(2011) X  -   -272,458.917 (meters)                     COMP
 DP2367  NAD 83(2011) Y  - -4,508,817.318 (meters)                     COMP
 DP2367  NAD 83(2011) Z  -  4,488,275.066 (meters)                     COMP
 DP2367  LAPLACE CORR    -          1.01  (seconds)                    DEFLEC18
 DP2367  DYNAMIC HEIGHT  -        294.180 (meters)      965.16  (feet) COMP
 DP2367  MODELED GRAVITY -    980,591.2   (mgal)                       NAVD 88
 DP2367
 DP2367  VERT ORDER      -  SECOND    CLASS I
 DP2367
 DP2367  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DP2367  Standards:
 DP2367         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DP2367            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DP2367  -------------------------------------------------------------------
 DP2367  NETWORK    0.83   0.76           0.38   0.28   0.39     -0.04186336
 DP2367  -------------------------------------------------------------------
 DP2367  Click here for local accuracies and other accuracy information.
 DP2367
 DP2367.The horizontal coordinates were established by GPS observations
 DP2367.and adjusted by the MN DEPT OF TRANSP in April 2014.
 DP2367
 DP2367.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DP2367.been affixed to the stable North American tectonic plate. See 
 DP2367.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DP2367
 DP2367.The horizontal coordinates are valid at the epoch date displayed above
 DP2367.which is a decimal equivalence of Year/Month/Day.
 DP2367
 DP2367.The orthometric height was determined by differential leveling and
 DP2367.adjusted by the NATIONAL GEODETIC SURVEY
 DP2367.in September 2016.
 DP2367
 DP2367.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP2367.GEOID18 height accuracy estimate available here.
 DP2367
 DP2367.Click photographs - Photos may exist for this station.
 DP2367
 DP2367.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DP2367
 DP2367.The Laplace correction was computed from DEFLEC18 derived deflections.
 DP2367
 DP2367.The ellipsoidal height was determined by GPS observations
 DP2367.and is referenced to NAD 83.
 DP2367
 DP2367.The dynamic height is computed by dividing the NAVD 88
 DP2367.geopotential number by the normal gravity value computed on the
 DP2367.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP2367.degrees latitude (g = 980.6199 gals.).
 DP2367
 DP2367.The modeled gravity was interpolated from observed gravity values.
 DP2367
 DP2367. The following values were computed from the NAD 83(2011) position.
 DP2367
 DP2367;                    North         East     Units Scale Factor Converg.
 DP2367;SPC MN S     -   323,411.741   842,720.860   MT  0.99996131   +0 22 47.5
 DP2367;SPC MN S     - 1,061,060.02  2,764,826.69   sFT  0.99996131   +0 22 47.5
 DP2367;UTM  15      - 4,984,095.423   463,903.313   MT  0.99961602   -0 19 26.2
 DP2367
 DP2367!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DP2367!SPC MN S     -   0.99995812  x   0.99996131  =   0.99991943
 DP2367!UTM  15      -   0.99995812  x   0.99961602  =   0.99957415
 DP2367
 DP2367:                Primary Azimuth Mark                     Grid Az
 DP2367:SPC MN S     -  2785 CZ                                  010 28 27.2
 DP2367:UTM  15      -  2785 CZ                                  011 10 40.9
 DP2367
 DP2367_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK6390384095(NAD 83)
 DP2367
 DP2367|---------------------------------------------------------------------|
 DP2367| PID    Reference Object                     Distance      Geod. Az  |
 DP2367|                                                           dddmmss.s |
 DP2367| DP2366 2785 CZ                             APPROX. 1.6 KM 0105114.7 |
 DP2367|---------------------------------------------------------------------|
 DP2367
 DP2367                          SUPERSEDED SURVEY CONTROL
 DP2367
 DP2367.No superseded survey control is available for this station.
 DP2367
 DP2367_MARKER: F = FLANGE-ENCASED ROD
 DP2367_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DP2367_STAMPING: 2785 DA 2013
 DP2367_MARK LOGO: MNDT
 DP2367_PROJECTION: RECESSED 10 CENTIMETERS
 DP2367_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DP2367_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DP2367_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP2367+SATELLITE: SATELLITE OBSERVATIONS - October 09, 2013
 DP2367_ROD/PIPE-DEPTH: 6.4 meters
 DP2367
 DP2367  HISTORY     - Date     Condition        Report By
 DP2367  HISTORY     - 20131009 MONUMENTED       MNDT
 DP2367  HISTORY     - 20131009 GOOD             MNDT
 DP2367
 DP2367                          STATION DESCRIPTION
 DP2367
 DP2367'DESCRIBED BY MN DEPT OF TRANSP 2013
 DP2367'IN  PLYMOUTH, 0.1 MILE SOUTH ALONG RAMP FROM TRUNK HIGHWAY 55 TO
 DP2367'SOUTHBOUND INTERSTATE 494  IN PLYMOUTH, AT INTERSTATE 494 MILEPOINT
 DP2367'22.15, 48.0 FEET WEST OF ENTRANCE RAMP FROM TRUNK HIGHWAY 55 TO
 DP2367'SOUTHBOUND INTERSTATE 494, 4.6 FEET EAST OF RIGHT OF WAY FENCE, 1.5
 DP2367'FEET SOUTH OF WITNESS POST.
 DP2367
 DP2367                          STATION RECOVERY (2013)
 DP2367
 DP2367'RECOVERY NOTE BY MN DEPT OF TRANSP 2013 (MPP)
 DP2367'RECOVERED IN GOOD CONDITION.
 DP2367'
 DP2367'NOTE - THE STATION MARK CONSISTS OF A 3/4 INCH (19 MM) DIAMETER
 DP2367'ALUMINUM ROD DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL MARK
 DP2367'REMOVABLE DISK SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY
 DP2367'A SIX-INCH PVC PIPE BACKFILLED WITH WASHED SAND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DP2368 ***********************************************************************
 DP2368  DESIGNATION -  2785 DB
 DP2368  PID         -  DP2368
 DP2368  STATE/COUNTY-  MN/HENNEPIN
 DP2368  COUNTRY     -  US
 DP2368  USGS QUAD   -  HOPKINS (2019)
 DP2368
 DP2368                         *CURRENT SURVEY CONTROL
 DP2368  ______________________________________________________________________
 DP2368* NAD 83(2011) POSITION- 44 59 41.17686(N) 093 27 32.05651(W)   ADJUSTED
 DP2368* NAD 83(2011) ELLIP HT-   258.149 (meters)        (04/16/14)   ADJUSTED
 DP2368* NAD 83(2011) EPOCH   -  2010.00
 DP2368* NAVD 88 ORTHO HEIGHT -   285.145 (meters)      935.51  (feet) ADJUSTED
 DP2368  ______________________________________________________________________
 DP2368  GEOID HEIGHT    -        -26.988 (meters)                     GEOID18
 DP2368  NAD 83(2011) X  -   -272,593.857 (meters)                     COMP
 DP2368  NAD 83(2011) Y  - -4,509,953.647 (meters)                     COMP
 DP2368  NAD 83(2011) Z  -  4,487,120.034 (meters)                     COMP
 DP2368  LAPLACE CORR    -          0.47  (seconds)                    DEFLEC18
 DP2368  DYNAMIC HEIGHT  -        285.141 (meters)      935.50  (feet) COMP
 DP2368  MODELED GRAVITY -    980,594.9   (mgal)                       NAVD 88
 DP2368
 DP2368  VERT ORDER      -  SECOND    CLASS I
 DP2368
 DP2368  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DP2368  Standards:
 DP2368         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DP2368            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DP2368  -------------------------------------------------------------------
 DP2368  NETWORK    1.08   1.10           0.50   0.35   0.56      0.12107694
 DP2368  -------------------------------------------------------------------
 DP2368  Click here for local accuracies and other accuracy information.
 DP2368
 DP2368.The horizontal coordinates were established by GPS observations
 DP2368.and adjusted by the MN DEPT OF TRANSP in April 2014.
 DP2368
 DP2368.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DP2368.been affixed to the stable North American tectonic plate. See 
 DP2368.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DP2368
 DP2368.The horizontal coordinates are valid at the epoch date displayed above
 DP2368.which is a decimal equivalence of Year/Month/Day.
 DP2368
 DP2368.The orthometric height was determined by differential leveling and
 DP2368.adjusted by the NATIONAL GEODETIC SURVEY
 DP2368.in September 2016.
 DP2368
 DP2368.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP2368.GEOID18 height accuracy estimate available here.
 DP2368
 DP2368.Click photographs - Photos may exist for this station.
 DP2368
 DP2368.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DP2368
 DP2368.The Laplace correction was computed from DEFLEC18 derived deflections.
 DP2368
 DP2368.The ellipsoidal height was determined by GPS observations
 DP2368.and is referenced to NAD 83.
 DP2368
 DP2368.The dynamic height is computed by dividing the NAVD 88
 DP2368.geopotential number by the normal gravity value computed on the
 DP2368.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP2368.degrees latitude (g = 980.6199 gals.).
 DP2368
 DP2368.The modeled gravity was interpolated from observed gravity values.
 DP2368
 DP2368. The following values were computed from the NAD 83(2011) position.
 DP2368
 DP2368;                    North         East     Units Scale Factor Converg.
 DP2368;SPC MN S     -   321,786.942   842,665.483   MT  0.99995908   +0 22 45.4
 DP2368;SPC MN S     - 1,055,729.33  2,764,645.01   sFT  0.99995908   +0 22 45.4
 DP2368;UTM  15      - 4,982,471.985   463,828.009   MT  0.99961609   -0 19 28.1
 DP2368
 DP2368!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DP2368!SPC MN S     -   0.99995953  x   0.99995908  =   0.99991861
 DP2368!UTM  15      -   0.99995953  x   0.99961609  =   0.99957563
 DP2368
 DP2368:                Primary Azimuth Mark                     Grid Az
 DP2368:SPC MN S     -  2785 DA                                  001 57 07.2
 DP2368:UTM  15      -  2785 DA                                  002 39 20.7
 DP2368
 DP2368_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK6382882471(NAD 83)
 DP2368
 DP2368|---------------------------------------------------------------------|
 DP2368| PID    Reference Object                     Distance      Geod. Az  |
 DP2368|                                                           dddmmss.s |
 DP2368| DP2367 2785 DA                             APPROX. 1.6 KM 0021952.6 |
 DP2368|---------------------------------------------------------------------|
 DP2368
 DP2368                          SUPERSEDED SURVEY CONTROL
 DP2368
 DP2368.No superseded survey control is available for this station.
 DP2368
 DP2368_MARKER: F = FLANGE-ENCASED ROD
 DP2368_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DP2368_STAMPING: 2785 DB 2013
 DP2368_MARK LOGO: MNDT
 DP2368_PROJECTION: RECESSED 8 CENTIMETERS
 DP2368_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DP2368_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DP2368_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP2368+SATELLITE: SATELLITE OBSERVATIONS - October 09, 2013
 DP2368_ROD/PIPE-DEPTH: 7.3 meters
 DP2368
 DP2368  HISTORY     - Date     Condition        Report By
 DP2368  HISTORY     - 20131009 MONUMENTED       MNDT
 DP2368  HISTORY     - 20131009 GOOD             MNDT
 DP2368
 DP2368                          STATION DESCRIPTION
 DP2368
 DP2368'DESCRIBED BY MN DEPT OF TRANSP 2013
 DP2368'IN PLYMOUTH, 1.1 MILES SOUTH ALONG INTERSTATE 494 FROM JUNCTION OF
 DP2368'INTERSTATE 494 AND TRUNK HIGHWAY 55 IN PLYMOUTH, AT INTERSTATE 494
 DP2368'MILEPOINT 21.15, 42.8 FEET WEST OF SOUTHBOUND INTERSTATE 494 FOG LINE,
 DP2368'32.2 FEET EAST OF ENTRANCE RAMP FROM COUNTY ROAD 6 TO SOUTHBOUND
 DP2368'INTERSTATE 494 FOG LINE, 1.5 FEET SOUTH OF WITNESS POST.
 DP2368
 DP2368                          STATION RECOVERY (2013)
 DP2368
 DP2368'RECOVERY NOTE BY MN DEPT OF TRANSP 2013 (MPP)
 DP2368'RECOVERED IN GOOD CONDITION.
 DP2368'
 DP2368'NOTE - THE STATION MARK CONSISTS OF A 3/4 INCH (19 MM) DIAMETER
 DP2368'ALUMINUM ROD DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL MARK
 DP2368'REMOVABLE DISK SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY
 DP2368'A SIX-INCH PVC PIPE BACKFILLED WITH WASHED SAND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DP2369 ***********************************************************************
 DP2369  DESIGNATION -  2785 DC
 DP2369  PID         -  DP2369
 DP2369  STATE/COUNTY-  MN/HENNEPIN
 DP2369  COUNTRY     -  US
 DP2369  USGS QUAD   -  HOPKINS (2019)
 DP2369
 DP2369                         *CURRENT SURVEY CONTROL
 DP2369  ______________________________________________________________________
 DP2369* NAD 83(2011) POSITION- 44 57 38.53545(N) 093 27 37.04316(W)   ADJUSTED
 DP2369* NAD 83(2011) ELLIP HT-   264.985 (meters)        (04/16/14)   ADJUSTED
 DP2369* NAD 83(2011) EPOCH   -  2010.00
 DP2369* NAVD 88 ORTHO HEIGHT -   291.896 (meters)      957.66  (feet) ADJUSTED
 DP2369  ______________________________________________________________________
 DP2369  GEOID HEIGHT    -        -26.906 (meters)                     GEOID18
 DP2369  NAD 83(2011) X  -   -272,864.703 (meters)                     COMP
 DP2369  NAD 83(2011) Y  - -4,512,623.121 (meters)                     COMP
 DP2369  NAD 83(2011) Z  -  4,484,446.668 (meters)                     COMP
 DP2369  LAPLACE CORR    -         -1.12  (seconds)                    DEFLEC18
 DP2369  DYNAMIC HEIGHT  -        291.893 (meters)      957.65  (feet) COMP
 DP2369  MODELED GRAVITY -    980,596.0   (mgal)                       NAVD 88
 DP2369
 DP2369  VERT ORDER      -  SECOND    CLASS I
 DP2369
 DP2369  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DP2369  Standards:
 DP2369         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DP2369            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DP2369  -------------------------------------------------------------------
 DP2369  NETWORK    1.13   1.22           0.51   0.40   0.62      0.02279420
 DP2369  -------------------------------------------------------------------
 DP2369  Click here for local accuracies and other accuracy information.
 DP2369
 DP2369.The horizontal coordinates were established by GPS observations
 DP2369.and adjusted by the MN DEPT OF TRANSP in April 2014.
 DP2369
 DP2369.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DP2369.been affixed to the stable North American tectonic plate. See 
 DP2369.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DP2369
 DP2369.The horizontal coordinates are valid at the epoch date displayed above
 DP2369.which is a decimal equivalence of Year/Month/Day.
 DP2369
 DP2369.The orthometric height was determined by differential leveling and
 DP2369.adjusted by the NATIONAL GEODETIC SURVEY
 DP2369.in September 2016.
 DP2369
 DP2369.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP2369.GEOID18 height accuracy estimate available here.
 DP2369
 DP2369.Click photographs - Photos may exist for this station.
 DP2369
 DP2369.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DP2369
 DP2369.The Laplace correction was computed from DEFLEC18 derived deflections.
 DP2369
 DP2369.The ellipsoidal height was determined by GPS observations
 DP2369.and is referenced to NAD 83.
 DP2369
 DP2369.The dynamic height is computed by dividing the NAVD 88
 DP2369.geopotential number by the normal gravity value computed on the
 DP2369.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP2369.degrees latitude (g = 980.6199 gals.).
 DP2369
 DP2369.The modeled gravity was interpolated from observed gravity values.
 DP2369
 DP2369. The following values were computed from the NAD 83(2011) position.
 DP2369
 DP2369;                    North         East     Units Scale Factor Converg.
 DP2369;SPC MN S     -   318,000.549   842,581.259   MT  0.99995413   +0 22 41.9
 DP2369;SPC MN S     - 1,043,306.80  2,764,368.68   sFT  0.99995413   +0 22 41.9
 DP2369;UTM  15      - 4,978,688.201   463,697.336   MT  0.99961620   -0 19 30.9
 DP2369
 DP2369!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DP2369!SPC MN S     -   0.99995846  x   0.99995413  =   0.99991259
 DP2369!UTM  15      -   0.99995846  x   0.99961620  =   0.99957467
 DP2369
 DP2369:                Primary Azimuth Mark                     Grid Az
 DP2369:SPC MN S     -  2785 DE                                  173 13 57.9
 DP2369:UTM  15      -  2785 DE                                  173 56 10.7
 DP2369
 DP2369_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK6369778688(NAD 83)
 DP2369
 DP2369|---------------------------------------------------------------------|
 DP2369| PID    Reference Object                     Distance      Geod. Az  |
 DP2369|                                                           dddmmss.s |
 DP2369| DP2370 2785 DE                             APPROX. 1.4 KM 1733639.8 |
 DP2369|---------------------------------------------------------------------|
 DP2369
 DP2369                          SUPERSEDED SURVEY CONTROL
 DP2369
 DP2369.No superseded survey control is available for this station.
 DP2369
 DP2369_MARKER: I = METAL ROD
 DP2369_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DP2369_STAMPING: 2785 DC 2013
 DP2369_MARK LOGO: MNDT
 DP2369_PROJECTION: RECESSED 5 CENTIMETERS
 DP2369_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DP2369_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DP2369_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP2369+SATELLITE: SATELLITE OBSERVATIONS - June 02, 2014
 DP2369_ROD/PIPE-DEPTH: 7.3 meters
 DP2369
 DP2369  HISTORY     - Date     Condition        Report By
 DP2369  HISTORY     - 20131009 MONUMENTED       MNDT
 DP2369  HISTORY     - 20131009 GOOD             MNDT
 DP2369  HISTORY     - 20140602 GOOD             MNDT
 DP2369
 DP2369                          STATION DESCRIPTION
 DP2369
 DP2369'DESCRIBED BY MN DEPT OF TRANSP 2013
 DP2369'IN MINNETONKA, 0.7 MILE SOUTH ALONG INTERSTATE 494 FROM JUNCTION OF
 DP2369'INTERSTATE 494 AND INTERSTATE 394/ TRUNK HIGHWAY 12 IN MINNETONKA, AT
 DP2369'INTERSTATE 494 MILEPOINT 18.85, 27.6 FEET WEST OF SOUTHBOUND
 DP2369'INTERSTATE 494 FOG LINE, 82.4 FEET NORTH OF LIGHT POLE NUMBER S2W 20,
 DP2369'1.5 FEET SOUTH OF WITNESS POST.
 DP2369
 DP2369                          STATION RECOVERY (2013)
 DP2369
 DP2369'RECOVERY NOTE BY MN DEPT OF TRANSP 2013 (MPP)
 DP2369'RECOVERED IN GOOD CONDITION.
 DP2369'
 DP2369'NOTE - THE STATION MARK CONSISTS OF A 3/4 INCH (19 MM) DIAMETER
 DP2369'ALUMINUM ROD DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL MARK
 DP2369'REMOVABLE DISK SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY
 DP2369'A SIX-INCH PVC PIPE BACKFILLED WITH WASHED SAND.
 DP2369
 DP2369                          STATION RECOVERY (2014)
 DP2369
 DP2369'RECOVERY NOTE BY MN DEPT OF TRANSP 2014 (JAM)
 DP2369'IN MINNETONKA, 0.7 MI (1.1 KM) SOUTH ALONG INTERSTATE HIGHWAY 494
 DP2369'FROM THE JUNCTION OF INTERSTATE HIGHWAY 494 AND INTERSTATE HIGHWAY
 DP2369'394/TRUNK HIGHWAY 12 IN MINNETONKA, AT INTERSTATE HIGHWAY 494 MILE
 DP2369'POINT 18.85, 27.6 FT (8.4 M) WEST OF SOUTHBOUND INTERSTATE HIGHWAY 494
 DP2369'FOG LINE, 82.4 FT (25.1 M) NORTH OF LIGHT POLE NUMBER S2W 20, 1.5 FT
 DP2369'(0.5 M) SOUTH OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DM6152 ***********************************************************************
 DM6152  DESIGNATION -  2785 DD RESET
 DM6152  PID         -  DM6152
 DM6152  STATE/COUNTY-  MN/HENNEPIN
 DM6152  COUNTRY     -  US
 DM6152  USGS QUAD   -  HOPKINS (2019)
 DM6152
 DM6152                         *CURRENT SURVEY CONTROL
 DM6152  ______________________________________________________________________
 DM6152* NAD 83(1986) POSITION- 44 59 48.53   (N) 093 27 27.66   (W)   HD_HELD1
 DM6152* NAVD 88 ORTHO HEIGHT -   291.819 (meters)      957.41  (feet) ADJUSTED
 DM6152  ______________________________________________________________________
 DM6152  GEOID HEIGHT    -        -26.994 (meters)                     GEOID18
 DM6152  DYNAMIC HEIGHT  -        291.816 (meters)      957.40  (feet) COMP
 DM6152  MODELED GRAVITY -    980,594.9   (mgal)                       NAVD 88
 DM6152
 DM6152  VERT ORDER      -  SECOND    CLASS I
 DM6152
 DM6152.The horizontal coordinates were determined by differentially corrected
 DM6152.hand held GPS observations or other comparable positioning techniques
 DM6152.and have an estimated accuracy of +/- 3 meters.
 DM6152
 DM6152.The orthometric height was determined by differential leveling and
 DM6152.adjusted by the NATIONAL GEODETIC SURVEY
 DM6152.in September 2013.
 DM6152
 DM6152.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM6152.GEOID18 height accuracy estimate available here.
 DM6152
 DM6152.Click photographs - Photos may exist for this station.
 DM6152
 DM6152.The dynamic height is computed by dividing the NAVD 88
 DM6152.geopotential number by the normal gravity value computed on the
 DM6152.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM6152.degrees latitude (g = 980.6199 gals.).
 DM6152
 DM6152.The modeled gravity was interpolated from observed gravity values.
 DM6152
 DM6152;                    North         East    Units  Estimated Accuracy
 DM6152;SPC MN S     -   322,014.6     842,760.3     MT  (+/- 3 meters HH1 GPS) 
 DM6152
 DM6152_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK6392582698(NAD 83)
 DM6152
 DM6152                          SUPERSEDED SURVEY CONTROL
 DM6152
 DM6152.No superseded survey control is available for this station.
 DM6152
 DM6152_MARKER: DV = VERTICAL CONTROL DISK
 DM6152_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DM6152_SP_SET: BRIDGE RAILING
 DM6152_STAMPING: 2785 DD 1970 RESET 1988
 DM6152_MARK LOGO: MNDT
 DM6152_MAGNETIC: N = NO MAGNETIC MATERIAL
 DM6152_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DM6152_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DM6152+SATELLITE: SATELLITE OBSERVATIONS - September 11, 2013
 DM6152
 DM6152  HISTORY     - Date     Condition        Report By
 DM6152  HISTORY     - 19880401 MONUMENTED       MNDT
 DM6152  HISTORY     - 20080701 GOOD             MNDT
 DM6152  HISTORY     - 20130911 GOOD             MNDT
 DM6152
 DM6152                          STATION DESCRIPTION
 DM6152
 DM6152'DESCRIBED BY MN DEPT OF TRANSP 2008 (DAS)
 DM6152'THE STATION IS LOCATED ABOUT 8.4 MI (13.5 KM) NORTHEAST OF EXCELSIOR.
 DM6152'
 DM6152'THE MARK IS IT PLYMOUTH, TO REACH THE MARK GO 5.0 MI (8.0 KM) NORTH OF
 DM6152'HOPKINS AND 4.5 MI (7.2 KM) SOUTHEAST OF HAMEL.  1.0 MI (1.6 KM) SOUTH
 DM6152'OF THE JUNCTION OF INTERSTATE HIGHWAY 494 AND TRUNK HIGHWAY 55, AT
 DM6152'INTERSTATE HIGHWAY 494 MILE POINT 21.3, IN NORTHEAST CORNER OF COUNTY
 DM6152'ROAD 6 BRIDGE 27875 OVER INTERSTATE HIGHWAY 494.
 DM6152'
 DM6152'IT IS 0.7 MI (1.1 KM) WEST ALONG COUNTY ROAD 6 FROM THE JUNCTION OF
 DM6152'TRUNK HIGHWAY 55, 20.7 FT (6.3 M) NORTH OF COUNTY ROAD 6 (ROCKFORD
 DM6152'ROAD), 1.5 FT (0.5 M) WEST OF END OF BRIDGE RAILING, 39.4 FT (12.0 M)
 DM6152'SOUTH OF A POWER POLE.
 DM6152
 DM6152                          STATION RECOVERY (2013)
 DM6152
 DM6152'RECOVERY NOTE BY MN DEPT OF TRANSP 2013 (KMS)
 DM6152'IN PLYMOUTH, 1.0 MILE SOUTH OF JUNCTION OF INTERSTATE HIGHWAY 494 AND
 DM6152'TRUNK HIGHWAY 55, AT INTERSTATE HIGHWAY 494 MILEPOINT 21.3, IN
 DM6152'NORTHEAST CORNER OF COUNTY ROAD 6 BRIDGE NUMBER 27875 OVER INTERSTATE
 DM6152'HIGHWAY 494, 0.7 MILE WEST ALONG COUNTY ROAD 6 FROM JUNCTION OF TRUNK
 DM6152'HIGHWAY 55, 20.7 FEET NORTH OF COUNTY ROAD 6 (ROCKFORD ROAD), 1.5 FEET
 DM6152'WEST OF END OF BRIDGE RAILING, 39.4 FEET SOUTH OF A POWER POLE.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DP2370 ***********************************************************************
 DP2370  DESIGNATION -  2785 DE
 DP2370  PID         -  DP2370
 DP2370  STATE/COUNTY-  MN/HENNEPIN
 DP2370  COUNTRY     -  US
 DP2370  USGS QUAD   -  HOPKINS (2019)
 DP2370
 DP2370                         *CURRENT SURVEY CONTROL
 DP2370  ______________________________________________________________________
 DP2370* NAD 83(2011) POSITION- 44 56 52.03203(N) 093 27 29.71064(W)   ADJUSTED
 DP2370* NAD 83(2011) ELLIP HT-   270.679 (meters)        (04/16/14)   ADJUSTED
 DP2370* NAD 83(2011) EPOCH   -  2010.00
 DP2370* NAVD 88 ORTHO HEIGHT -   297.568 (meters)      976.27  (feet) ADJUSTED
 DP2370  ______________________________________________________________________
 DP2370  GEOID HEIGHT    -        -26.888 (meters)                     GEOID18
 DP2370  NAD 83(2011) X  -   -272,765.712 (meters)                     COMP
 DP2370  NAD 83(2011) Y  - -4,513,649.310 (meters)                     COMP
 DP2370  NAD 83(2011) Z  -  4,483,434.754 (meters)                     COMP
 DP2370  LAPLACE CORR    -         -1.76  (seconds)                    DEFLEC18
 DP2370  DYNAMIC HEIGHT  -        297.564 (meters)      976.26  (feet) COMP
 DP2370  MODELED GRAVITY -    980,595.5   (mgal)                       NAVD 88
 DP2370
 DP2370  VERT ORDER      -  SECOND    CLASS I
 DP2370
 DP2370  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DP2370  Standards:
 DP2370         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DP2370            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DP2370  -------------------------------------------------------------------
 DP2370  NETWORK    1.20   1.25           0.54   0.43   0.64     -0.00584250
 DP2370  -------------------------------------------------------------------
 DP2370  Click here for local accuracies and other accuracy information.
 DP2370
 DP2370.The horizontal coordinates were established by GPS observations
 DP2370.and adjusted by the MN DEPT OF TRANSP in April 2014.
 DP2370
 DP2370.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DP2370.been affixed to the stable North American tectonic plate. See 
 DP2370.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DP2370
 DP2370.The horizontal coordinates are valid at the epoch date displayed above
 DP2370.which is a decimal equivalence of Year/Month/Day.
 DP2370
 DP2370.The orthometric height was determined by differential leveling and
 DP2370.adjusted by the NATIONAL GEODETIC SURVEY
 DP2370.in September 2016.
 DP2370
 DP2370.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP2370.GEOID18 height accuracy estimate available here.
 DP2370
 DP2370.Click photographs - Photos may exist for this station.
 DP2370
 DP2370.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DP2370
 DP2370.The Laplace correction was computed from DEFLEC18 derived deflections.
 DP2370
 DP2370.The ellipsoidal height was determined by GPS observations
 DP2370.and is referenced to NAD 83.
 DP2370
 DP2370.The dynamic height is computed by dividing the NAVD 88
 DP2370.geopotential number by the normal gravity value computed on the
 DP2370.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP2370.degrees latitude (g = 980.6199 gals.).
 DP2370
 DP2370.The modeled gravity was interpolated from observed gravity values.
 DP2370
 DP2370. The following values were computed from the NAD 83(2011) position.
 DP2370
 DP2370;                    North         East     Units Scale Factor Converg.
 DP2370;SPC MN S     -   316,566.164   842,751.467   MT  0.99995235   +0 22 47.0
 DP2370;SPC MN S     - 1,038,600.82  2,764,927.10   sFT  0.99995235   +0 22 47.0
 DP2370;UTM  15      - 4,977,252.319   463,849.868   MT  0.99961607   -0 19 25.5
 DP2370
 DP2370!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DP2370!SPC MN S     -   0.99995756  x   0.99995235  =   0.99990991
 DP2370!UTM  15      -   0.99995756  x   0.99961607  =   0.99957365
 DP2370
 DP2370:                Primary Azimuth Mark                     Grid Az
 DP2370:SPC MN S     -  2785 DC                                  353 13 57.9
 DP2370:UTM  15      -  2785 DC                                  353 56 10.4
 DP2370
 DP2370_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK6384977252(NAD 83)
 DP2370
 DP2370|---------------------------------------------------------------------|
 DP2370| PID    Reference Object                     Distance      Geod. Az  |
 DP2370|                                                           dddmmss.s |
 DP2370| DP2369 2785 DC                             APPROX. 1.4 KM 3533644.9 |
 DP2370|---------------------------------------------------------------------|
 DP2370
 DP2370                          SUPERSEDED SURVEY CONTROL
 DP2370
 DP2370.No superseded survey control is available for this station.
 DP2370
 DP2370_MARKER: F = FLANGE-ENCASED ROD
 DP2370_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DP2370_STAMPING: 2785 DE 2013
 DP2370_MARK LOGO: MNDT
 DP2370_PROJECTION: RECESSED 5 CENTIMETERS
 DP2370_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DP2370_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DP2370_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP2370+SATELLITE: SATELLITE OBSERVATIONS - October 09, 2013
 DP2370_ROD/PIPE-DEPTH: 23.8 meters
 DP2370
 DP2370  HISTORY     - Date     Condition        Report By
 DP2370  HISTORY     - 20131009 MONUMENTED       MNDT
 DP2370  HISTORY     - 20131009 GOOD             MNDT
 DP2370
 DP2370                          STATION DESCRIPTION
 DP2370
 DP2370'DESCRIBED BY MN DEPT OF TRANSP 2013
 DP2370'IN MINNETONKA, 1.65 MILES SOUTH ALONG INTERSTATE 494 FROM JUNCTION OF
 DP2370'INTERSTATE 494 AND INTERSTATE 394/ TRUNK HIGHWAY 12 IN MINNETONKA, AT
 DP2370'INTERSTATE 494 MILEPOINT 17.9, 32.9 FEET WEST OF SOUTHBOUND INTERSTATE
 DP2370'494 FOG LINE, 59.5 FEET NORTH OF LIGHT POLE NUMBER S3A 15, 1.5 FEET
 DP2370'SOUTH OF WITNESS POST.
 DP2370
 DP2370                          STATION RECOVERY (2013)
 DP2370
 DP2370'RECOVERY NOTE BY MN DEPT OF TRANSP 2013 (MPP)
 DP2370'RECOVERED IN GOOD CONDITION.
 DP2370'
 DP2370'NOTE - THE STATION MARK CONSISTS OF A 3/4 INCH (19 MM) DIAMETER
 DP2370'ALUMINUM ROD DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL MARK
 DP2370'REMOVABLE DISK SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY
 DP2370'A SIX-INCH PVC PIPE BACKFILLED WITH WASHED SAND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DP2371 ***********************************************************************
 DP2371  DESIGNATION -  2785 DF
 DP2371  PID         -  DP2371
 DP2371  STATE/COUNTY-  MN/HENNEPIN
 DP2371  COUNTRY     -  US
 DP2371  USGS QUAD   -  HOPKINS (2019)
 DP2371
 DP2371                         *CURRENT SURVEY CONTROL
 DP2371  ______________________________________________________________________
 DP2371* NAD 83(2011) POSITION- 44 54 44.10495(N) 093 26 58.48515(W)   ADJUSTED
 DP2371* NAD 83(2011) ELLIP HT-   260.348 (meters)        (04/16/14)   ADJUSTED
 DP2371* NAD 83(2011) EPOCH   -  2010.00
 DP2371* NAVD 88 ORTHO HEIGHT -   287.222 (meters)      942.33  (feet) ADJUSTED
 DP2371  ______________________________________________________________________
 DP2371  GEOID HEIGHT    -        -26.873 (meters)                     GEOID18
 DP2371  NAD 83(2011) X  -   -272,249.788 (meters)                     COMP
 DP2371  NAD 83(2011) Y  - -4,516,467.302 (meters)                     COMP
 DP2371  NAD 83(2011) Z  -  4,480,631.531 (meters)                     COMP
 DP2371  LAPLACE CORR    -         -3.47  (seconds)                    DEFLEC18
 DP2371  DYNAMIC HEIGHT  -        287.217 (meters)      942.31  (feet) COMP
 DP2371  MODELED GRAVITY -    980,590.3   (mgal)                       NAVD 88
 DP2371
 DP2371  VERT ORDER      -  SECOND    CLASS I
 DP2371
 DP2371  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DP2371  Standards:
 DP2371         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DP2371            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DP2371  -------------------------------------------------------------------
 DP2371  NETWORK    1.16   1.25           0.51   0.43   0.64     -0.03387426
 DP2371  -------------------------------------------------------------------
 DP2371  Click here for local accuracies and other accuracy information.
 DP2371
 DP2371.The horizontal coordinates were established by GPS observations
 DP2371.and adjusted by the MN DEPT OF TRANSP in April 2014.
 DP2371
 DP2371.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DP2371.been affixed to the stable North American tectonic plate. See 
 DP2371.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DP2371
 DP2371.The horizontal coordinates are valid at the epoch date displayed above
 DP2371.which is a decimal equivalence of Year/Month/Day.
 DP2371
 DP2371.The orthometric height was determined by differential leveling and
 DP2371.adjusted by the NATIONAL GEODETIC SURVEY
 DP2371.in September 2016.
 DP2371
 DP2371.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP2371.GEOID18 height accuracy estimate available here.
 DP2371
 DP2371.Click photographs - Photos may exist for this station.
 DP2371
 DP2371.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DP2371
 DP2371.The Laplace correction was computed from DEFLEC18 derived deflections.
 DP2371
 DP2371.The ellipsoidal height was determined by GPS observations
 DP2371.and is referenced to NAD 83.
 DP2371
 DP2371.The dynamic height is computed by dividing the NAVD 88
 DP2371.geopotential number by the normal gravity value computed on the
 DP2371.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP2371.degrees latitude (g = 980.6199 gals.).
 DP2371
 DP2371.The modeled gravity was interpolated from observed gravity values.
 DP2371
 DP2371. The following values were computed from the NAD 83(2011) position.
 DP2371
 DP2371;                    North         East     Units Scale Factor Converg.
 DP2371;SPC MN S     -   312,621.972   843,462.527   MT  0.99994771   +0 23 08.9
 DP2371;SPC MN S     - 1,025,660.59  2,767,259.97   sFT  0.99994771   +0 23 08.9
 DP2371;UTM  15      - 4,973,301.016   464,512.237   MT  0.99961549   -0 19 02.7
 DP2371
 DP2371!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DP2371!SPC MN S     -   0.99995918  x   0.99994771  =   0.99990689
 DP2371!UTM  15      -   0.99995918  x   0.99961549  =   0.99957469
 DP2371
 DP2371:                Primary Azimuth Mark                     Grid Az
 DP2371:SPC MN S     -  2785 DG                                  169 12 25.1
 DP2371:UTM  15      -  2785 DG                                  169 54 36.7
 DP2371
 DP2371_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK6451273301(NAD 83)
 DP2371
 DP2371|---------------------------------------------------------------------|
 DP2371| PID    Reference Object                     Distance      Geod. Az  |
 DP2371|                                                           dddmmss.s |
 DP2371| DP2372 2785 DG                             APPROX. 1.4 KM 1693534.0 |
 DP2371|---------------------------------------------------------------------|
 DP2371
 DP2371                          SUPERSEDED SURVEY CONTROL
 DP2371
 DP2371.No superseded survey control is available for this station.
 DP2371
 DP2371_MARKER: F = FLANGE-ENCASED ROD
 DP2371_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DP2371_STAMPING: 2785 DF 2013
 DP2371_MARK LOGO: MNDT
 DP2371_PROJECTION: RECESSED 5 CENTIMETERS
 DP2371_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DP2371_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DP2371_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP2371+SATELLITE: SATELLITE OBSERVATIONS - April 06, 2020
 DP2371_ROD/PIPE-DEPTH: 26.8 meters
 DP2371
 DP2371  HISTORY     - Date     Condition        Report By
 DP2371  HISTORY     - 20131009 MONUMENTED       MNDT
 DP2371  HISTORY     - 20200406 GOOD             MNDT
 DP2371
 DP2371                          STATION DESCRIPTION
 DP2371
 DP2371'DESCRIBED BY MN DEPT OF TRANSP 2013 (MPP)
 DP2371'IN MINNETONKA, 0.9 MILE SOUTH ALONG INTERSTATE 494 FROM JUNCTION OF
 DP2371'INTERSTATE 494 AND TRUNK HIGHWAY 7 IN MINNETONKA, AT INTERSTATE 494
 DP2371'MILEPOINT 15.4, 35.4 FEET WEST OF SOUTHBOUND INTERSTATE 494 FOG LINE,
 DP2371'74.8 FEET SOUTH OF LIGHT POLE NUMBER 3N26, 1.5 FEET SOUTH OF WITNESS
 DP2371'POST.
 DP2371'
 DP2371'THE STATION MARK CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM ROD
 DP2371'DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL MARK REMOVABLE DISK SE
 DP2371'ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH PVC PIPE
 DP2371'BACKFILLED WITH WASHED SAND.
 DP2371
 DP2371                          STATION RECOVERY (2020)
 DP2371
 DP2371'RECOVERY NOTE BY MN DEPT OF TRANSP 2020 (MPP)
 DP2371'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DP2372 ***********************************************************************
 DP2372  DESIGNATION -  2785 DG
 DP2372  PID         -  DP2372
 DP2372  STATE/COUNTY-  MN/HENNEPIN
 DP2372  COUNTRY     -  US
 DP2372  USGS QUAD   -  HOPKINS (2019)
 DP2372
 DP2372                         *CURRENT SURVEY CONTROL
 DP2372  ______________________________________________________________________
 DP2372* NAD 83(2011) POSITION- 44 53 59.54286(N) 093 26 46.96970(W)   ADJUSTED
 DP2372* NAD 83(2011) ELLIP HT-   263.441 (meters)        (04/16/14)   ADJUSTED
 DP2372* NAD 83(2011) EPOCH   -  2010.00
 DP2372* NAVD 88 ORTHO HEIGHT -   290.321 (meters)      952.49  (feet) ADJUSTED
 DP2372  ______________________________________________________________________
 DP2372  GEOID HEIGHT    -        -26.877 (meters)                     GEOID18
 DP2372  NAD 83(2011) X  -   -272,056.152 (meters)                     COMP
 DP2372  NAD 83(2011) Y  - -4,517,454.069 (meters)                     COMP
 DP2372  NAD 83(2011) Z  -  4,479,659.380 (meters)                     COMP
 DP2372  LAPLACE CORR    -         -3.31  (seconds)                    DEFLEC18
 DP2372  DYNAMIC HEIGHT  -        290.316 (meters)      952.48  (feet) COMP
 DP2372  MODELED GRAVITY -    980,588.2   (mgal)                       NAVD 88
 DP2372
 DP2372  VERT ORDER      -  SECOND    CLASS I
 DP2372
 DP2372  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DP2372  Standards:
 DP2372         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DP2372            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DP2372  -------------------------------------------------------------------
 DP2372  NETWORK    1.34   1.29           0.59   0.50   0.66     -0.06884528
 DP2372  -------------------------------------------------------------------
 DP2372  Click here for local accuracies and other accuracy information.
 DP2372
 DP2372.The horizontal coordinates were established by GPS observations
 DP2372.and adjusted by the MN DEPT OF TRANSP in April 2014.
 DP2372
 DP2372.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DP2372.been affixed to the stable North American tectonic plate. See 
 DP2372.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DP2372
 DP2372.The horizontal coordinates are valid at the epoch date displayed above
 DP2372.which is a decimal equivalence of Year/Month/Day.
 DP2372
 DP2372.The orthometric height was determined by differential leveling and
 DP2372.adjusted by the NATIONAL GEODETIC SURVEY
 DP2372.in September 2016.
 DP2372
 DP2372.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP2372.GEOID18 height accuracy estimate available here.
 DP2372
 DP2372.Click photographs - Photos may exist for this station.
 DP2372
 DP2372.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DP2372
 DP2372.The Laplace correction was computed from DEFLEC18 derived deflections.
 DP2372
 DP2372.The ellipsoidal height was determined by GPS observations
 DP2372.and is referenced to NAD 83.
 DP2372
 DP2372.The dynamic height is computed by dividing the NAVD 88
 DP2372.geopotential number by the normal gravity value computed on the
 DP2372.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP2372.degrees latitude (g = 980.6199 gals.).
 DP2372
 DP2372.The modeled gravity was interpolated from observed gravity values.
 DP2372
 DP2372. The following values were computed from the NAD 83(2011) position.
 DP2372
 DP2372;                    North         East     Units Scale Factor Converg.
 DP2372;SPC MN S     -   311,248.176   843,724.419   MT  0.99994618   +0 23 17.0
 DP2372;SPC MN S     - 1,021,153.39  2,768,119.20   sFT  0.99994618   +0 23 17.0
 DP2372;UTM  15      - 4,971,924.566   464,757.168   MT  0.99961527   -0 18 54.3
 DP2372
 DP2372!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DP2372!SPC MN S     -   0.99995870  x   0.99994618  =   0.99990488
 DP2372!UTM  15      -   0.99995870  x   0.99961527  =   0.99957398
 DP2372
 DP2372:                Primary Azimuth Mark                     Grid Az
 DP2372:SPC MN S     -  2785 DH                                  169 26 46.3
 DP2372:UTM  15      -  2785 DH                                  170 08 57.6
 DP2372
 DP2372_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK6475771924(NAD 83)
 DP2372
 DP2372|---------------------------------------------------------------------|
 DP2372| PID    Reference Object                     Distance      Geod. Az  |
 DP2372|                                                           dddmmss.s |
 DP2372| DP2373 2785 DH                             APPROX. 1.4 KM 1695003.3 |
 DP2372|---------------------------------------------------------------------|
 DP2372
 DP2372                          SUPERSEDED SURVEY CONTROL
 DP2372
 DP2372.No superseded survey control is available for this station.
 DP2372
 DP2372_MARKER: I = METAL ROD
 DP2372_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DP2372_STAMPING: 2785 DG 2013
 DP2372_MARK LOGO: MNDT
 DP2372_PROJECTION: FLUSH
 DP2372_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DP2372_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DP2372_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP2372+SATELLITE: SATELLITE OBSERVATIONS - April 08, 2015
 DP2372_ROD/PIPE-DEPTH: 7.0 meters
 DP2372
 DP2372  HISTORY     - Date     Condition        Report By
 DP2372  HISTORY     - 20131009 MONUMENTED       MNDT
 DP2372  HISTORY     - 20131009 GOOD             MNDT
 DP2372  HISTORY     - 20150408 GOOD             MNDT
 DP2372
 DP2372                          STATION DESCRIPTION
 DP2372
 DP2372'DESCRIBED BY MN DEPT OF TRANSP 2013
 DP2372'IN MINNETONKA, 0.6 MILE NORTH ALONG INTERSTATE 494 FROM JUNCTION OF
 DP2372'INTERSTATE 494 AND TRUNK HIGHWAY 62 IN MINNETONKA, AT INTERSTATE 494
 DP2372'MILEPOINT 14.5, 31.9 FEET WEST OF SOUTHBOUND INTERSTATE 494 FOG LINE,
 DP2372'67.1 FEET NORTH OF LIGHT POLE NUMBER 25, 1.5 FEET SOUTH OF WITNESS
 DP2372'POST.
 DP2372
 DP2372                          STATION RECOVERY (2013)
 DP2372
 DP2372'RECOVERY NOTE BY MN DEPT OF TRANSP 2013 (MPP)
 DP2372'RECOVERED IN GOOD CONDITION.
 DP2372'
 DP2372'NOTE - THE STATION MARK CONSISTS OF A 3/4 INCH (19 MM) DIAMETER
 DP2372'ALUMINUM ROD DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL MARK
 DP2372'REMOVABLE DISK SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY
 DP2372'A SIX-INCH PVC PIPE BACKFILLED WITH WASHED SAND.
 DP2372
 DP2372                          STATION RECOVERY (2015)
 DP2372
 DP2372'RECOVERY NOTE BY MN DEPT OF TRANSP 2015 (MAS)
 DP2372'IN MINNETONKA, 0.6 MI (1.0 KM) NORTH ALONG INTERSTATE HIGHWAY 494
 DP2372'FROM THE JUNCTION OF INTERSTATE HIGHWAY 494 AND TRUNK HIGHWAY 62 IN
 DP2372'MINNETONKA, AT INTERSTATE HIGHWAY 494 MILE POINT 14.5, 31.9 FT (9.7 M)
 DP2372'WEST OF SOUTHBOUND INTERSTATE HIGHWAY 494 FOG LINE, 67.1 FT (20.5 M)
 DP2372'NORTH OF LIGHT POLE NUMBER 25, 1.5 FT (0.5 M) SOUTH OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DP2373 ***********************************************************************
 DP2373  DESIGNATION -  2785 DH
 DP2373  PID         -  DP2373
 DP2373  STATE/COUNTY-  MN/HENNEPIN
 DP2373  COUNTRY     -  US
 DP2373  USGS QUAD   -  HOPKINS (2019)
 DP2373
 DP2373                         *CURRENT SURVEY CONTROL
 DP2373  ______________________________________________________________________
 DP2373* NAD 83(2011) POSITION- 44 53 16.16003(N) 093 26 36.02702(W)   ADJUSTED
 DP2373* NAD 83(2011) ELLIP HT-   267.563 (meters)        (04/16/14)   ADJUSTED
 DP2373* NAD 83(2011) EPOCH   -  2010.00
 DP2373* NAVD 88 ORTHO HEIGHT -   294.450 (meters)      966.04  (feet) ADJUSTED
 DP2373  ______________________________________________________________________
 DP2373  GEOID HEIGHT    -        -26.882 (meters)                     GEOID18
 DP2373  NAD 83(2011) X  -   -271,873.441 (meters)                     COMP
 DP2373  NAD 83(2011) Y  - -4,518,414.945 (meters)                     COMP
 DP2373  NAD 83(2011) Z  -  4,478,713.540 (meters)                     COMP
 DP2373  LAPLACE CORR    -         -3.45  (seconds)                    DEFLEC18
 DP2373  DYNAMIC HEIGHT  -        294.444 (meters)      966.02  (feet) COMP
 DP2373  MODELED GRAVITY -    980,586.7   (mgal)                       NAVD 88
 DP2373
 DP2373  VERT ORDER      -  SECOND    CLASS I
 DP2373
 DP2373  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DP2373  Standards:
 DP2373         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DP2373            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DP2373  -------------------------------------------------------------------
 DP2373  NETWORK    0.87   1.10           0.39   0.31   0.56      0.01194266
 DP2373  -------------------------------------------------------------------
 DP2373  Click here for local accuracies and other accuracy information.
 DP2373
 DP2373.The horizontal coordinates were established by GPS observations
 DP2373.and adjusted by the MN DEPT OF TRANSP in April 2014.
 DP2373
 DP2373.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DP2373.been affixed to the stable North American tectonic plate. See 
 DP2373.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DP2373
 DP2373.The horizontal coordinates are valid at the epoch date displayed above
 DP2373.which is a decimal equivalence of Year/Month/Day.
 DP2373
 DP2373.The orthometric height was determined by differential leveling and
 DP2373.adjusted by the NATIONAL GEODETIC SURVEY
 DP2373.in September 2016.
 DP2373
 DP2373.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP2373.GEOID18 height accuracy estimate available here.
 DP2373
 DP2373.Click photographs - Photos may exist for this station.
 DP2373
 DP2373.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DP2373
 DP2373.The Laplace correction was computed from DEFLEC18 derived deflections.
 DP2373
 DP2373.The ellipsoidal height was determined by GPS observations
 DP2373.and is referenced to NAD 83.
 DP2373
 DP2373.The dynamic height is computed by dividing the NAVD 88
 DP2373.geopotential number by the normal gravity value computed on the
 DP2373.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP2373.degrees latitude (g = 980.6199 gals.).
 DP2373
 DP2373.The modeled gravity was interpolated from observed gravity values.
 DP2373
 DP2373. The following values were computed from the NAD 83(2011) position.
 DP2373
 DP2373;                    North         East     Units Scale Factor Converg.
 DP2373;SPC MN S     -   309,910.710   843,973.602   MT  0.99994474   +0 23 24.6
 DP2373;SPC MN S     - 1,016,765.39  2,768,936.73   sFT  0.99994474   +0 23 24.6
 DP2373;UTM  15      - 4,970,584.586   464,989.844   MT  0.99961507   -0 18 46.4
 DP2373
 DP2373!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DP2373!SPC MN S     -   0.99995805  x   0.99994474  =   0.99990279
 DP2373!UTM  15      -   0.99995805  x   0.99961507  =   0.99957314
 DP2373
 DP2373:                Primary Azimuth Mark                     Grid Az
 DP2373:SPC MN S     -  2785 DG                                  349 26 46.5
 DP2373:UTM  15      -  2785 DG                                  350 08 57.5
 DP2373
 DP2373_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK6498970584(NAD 83)
 DP2373
 DP2373|---------------------------------------------------------------------|
 DP2373| PID    Reference Object                     Distance      Geod. Az  |
 DP2373|                                                           dddmmss.s |
 DP2373| DP2372 2785 DG                             APPROX. 1.4 KM 3495011.1 |
 DP2373|---------------------------------------------------------------------|
 DP2373
 DP2373                          SUPERSEDED SURVEY CONTROL
 DP2373
 DP2373.No superseded survey control is available for this station.
 DP2373
 DP2373_MARKER: F = FLANGE-ENCASED ROD
 DP2373_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DP2373_STAMPING: 2785 DH 2013
 DP2373_MARK LOGO: MNDT
 DP2373_PROJECTION: RECESSED 8 CENTIMETERS
 DP2373_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DP2373_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DP2373_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP2373+SATELLITE: SATELLITE OBSERVATIONS - April 15, 2016
 DP2373_ROD/PIPE-DEPTH: 10.4 meters
 DP2373
 DP2373  HISTORY     - Date     Condition        Report By
 DP2373  HISTORY     - 20131010 MONUMENTED       MNDT
 DP2373  HISTORY     - 20150408 GOOD             MNDT
 DP2373  HISTORY     - 20160415 GOOD             MNDT
 DP2373
 DP2373                          STATION DESCRIPTION
 DP2373
 DP2373'DESCRIBED BY MN DEPT OF TRANSP 2013 (MPP)
 DP2373'IN EDEN PRAIRIE, 0.25 MILE SOUTH ALONG INTERSTATE 494 FROM JUNCTION OF
 DP2373'INTERSTATE 494 AND TRUNK HIGHWAY 62 IN EDEN PRAIRIE, AT INTERSTATE 494
 DP2373'MILEPOINT 13.65, 94.6 FEET WEST OF SOUTHBOUND INTERSTATE 494 FOG LINE,
 DP2373'57.8 FEET WEST OF ENTRANCE RAMP FROM TRUNK HIGHWAY 62 TO SOUTHBOUND
 DP2373'INTERSTATE 494 FOG LINE, 1.5 FEET SOUTH OF WITNESS POST.
 DP2373'
 DP2373'THE STATION MARK CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM ROD
 DP2373'DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL MARK REMOVABLE DISK SET
 DP2373'ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH PVC PIPE
 DP2373'BACKFILLED WITH WASHED SAND.
 DP2373
 DP2373                          STATION RECOVERY (2015)
 DP2373
 DP2373'RECOVERY NOTE BY MN DEPT OF TRANSP 2015 (MAS)
 DP2373'RECOVERED AS DESCRIBED.
 DP2373
 DP2373                          STATION RECOVERY (2016)
 DP2373
 DP2373'RECOVERY NOTE BY MN DEPT OF TRANSP 2016 (DAS)
 DP2373'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DP2374 ***********************************************************************
 DP2374  DESIGNATION -  2785 DJ
 DP2374  PID         -  DP2374
 DP2374  STATE/COUNTY-  MN/HENNEPIN
 DP2374  COUNTRY     -  US
 DP2374  USGS QUAD   -  BLOOMINGTON (2019)
 DP2374
 DP2374                         *CURRENT SURVEY CONTROL
 DP2374  ______________________________________________________________________
 DP2374* NAD 83(2011) POSITION- 44 51 36.52184(N) 093 21 57.88525(W)   ADJUSTED
 DP2374* NAD 83(2011) ELLIP HT-   220.922 (meters)        (04/16/14)   ADJUSTED
 DP2374* NAD 83(2011) EPOCH   -  2010.00
 DP2374* NAVD 88 ORTHO HEIGHT -   247.930 (meters)      813.42  (feet) ADJUSTED
 DP2374  ______________________________________________________________________
 DP2374  GEOID HEIGHT    -        -27.002 (meters)                     GEOID18
 DP2374  NAD 83(2011) X  -   -265,905.734 (meters)                     COMP
 DP2374  NAD 83(2011) Y  - -4,520,910.893 (meters)                     COMP
 DP2374  NAD 83(2011) Z  -  4,476,500.882 (meters)                     COMP
 DP2374  LAPLACE CORR    -         -4.08  (seconds)                    DEFLEC18
 DP2374  DYNAMIC HEIGHT  -        247.923 (meters)      813.39  (feet) COMP
 DP2374  MODELED GRAVITY -    980,581.4   (mgal)                       NAVD 88
 DP2374
 DP2374  VERT ORDER      -  SECOND    CLASS I
 DP2374
 DP2374  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DP2374  Standards:
 DP2374         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DP2374            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DP2374  -------------------------------------------------------------------
 DP2374  NETWORK    0.89   0.92           0.40   0.31   0.47     -0.15728342
 DP2374  -------------------------------------------------------------------
 DP2374  Click here for local accuracies and other accuracy information.
 DP2374
 DP2374.The horizontal coordinates were established by GPS observations
 DP2374.and adjusted by the MN DEPT OF TRANSP in April 2014.
 DP2374
 DP2374.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DP2374.been affixed to the stable North American tectonic plate. See 
 DP2374.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DP2374
 DP2374.The horizontal coordinates are valid at the epoch date displayed above
 DP2374.which is a decimal equivalence of Year/Month/Day.
 DP2374
 DP2374.The orthometric height was determined by differential leveling and
 DP2374.adjusted by the NATIONAL GEODETIC SURVEY
 DP2374.in September 2016.
 DP2374
 DP2374.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP2374.GEOID18 height accuracy estimate available here.
 DP2374
 DP2374.Click photographs - Photos may exist for this station.
 DP2374
 DP2374.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DP2374
 DP2374.The Laplace correction was computed from DEFLEC18 derived deflections.
 DP2374
 DP2374.The ellipsoidal height was determined by GPS observations
 DP2374.and is referenced to NAD 83.
 DP2374
 DP2374.The dynamic height is computed by dividing the NAVD 88
 DP2374.geopotential number by the normal gravity value computed on the
 DP2374.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP2374.degrees latitude (g = 980.6199 gals.).
 DP2374
 DP2374.The modeled gravity was interpolated from observed gravity values.
 DP2374
 DP2374. The following values were computed from the NAD 83(2011) position.
 DP2374
 DP2374;                    North         East     Units Scale Factor Converg.
 DP2374;SPC MN S     -   306,879.668   850,100.662   MT  0.99994160   +0 26 39.6
 DP2374;SPC MN S     - 1,006,821.04  2,789,038.59   sFT  0.99994160   +0 26 39.6
 DP2374;UTM  15      - 4,967,479.644   471,077.251   MT  0.99961029   -0 15 29.6
 DP2374
 DP2374!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DP2374!SPC MN S     -   0.99996536  x   0.99994160  =   0.99990697
 DP2374!UTM  15      -   0.99996536  x   0.99961029  =   0.99957567
 DP2374
 DP2374_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK7107767479(NAD 83)
 DP2374
 DP2374                          SUPERSEDED SURVEY CONTROL
 DP2374
 DP2374.No superseded survey control is available for this station.
 DP2374
 DP2374_MARKER: F = FLANGE-ENCASED ROD
 DP2374_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DP2374_STAMPING: 2785 DJ 2013
 DP2374_MARK LOGO: MNDT
 DP2374_PROJECTION: RECESSED 5 CENTIMETERS
 DP2374_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DP2374_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DP2374_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP2374+SATELLITE: SATELLITE OBSERVATIONS - October 07, 2013
 DP2374_ROD/PIPE-DEPTH: 18.9 meters
 DP2374
 DP2374  HISTORY     - Date     Condition        Report By
 DP2374  HISTORY     - 20131007 MONUMENTED       MNDT
 DP2374  HISTORY     - 20131007 GOOD             MNDT
 DP2374
 DP2374                          STATION DESCRIPTION
 DP2374
 DP2374'DESCRIBED BY MN DEPT OF TRANSP 2013
 DP2374'IN BLOOMINGTON, 0.8 MILE WEST ALONG INTERSTATE 494 FROM JUNCTION OF
 DP2374'INTERSTATE 494 AND TRUNK HIGHWAY 100 IN BLOOMINGTON, AT INTERSTATE 494
 DP2374'MILEPOINT 8.85, 43.5 FEET NORTH OF WESTBOUND INTERSTATE 494 FOG LINE,
 DP2374'11.1 FEET SOUTH OF RIGHT-OF-WAY FENCE, 1.5 FEET SOUTH OF WITNESS POST.
 DP2374
 DP2374                          STATION RECOVERY (2013)
 DP2374
 DP2374'RECOVERY NOTE BY MN DEPT OF TRANSP 2013 (MPP)
 DP2374'RECOVERED IN GOOD CONDITION.
 DP2374'
 DP2374'NOTE - THE STATION MARK CONSISTS OF A 3/4 INCH (19 MM) DIAMETER
 DP2374'ALUMINUM ROD DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL MARK
 DP2374'REMOVABLE DISK SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY
 DP2374'A SIX-INCH PVC PIPE BACKFILLED WITH WASHED SAND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DP2375 ***********************************************************************
 DP2375  DESIGNATION -  2785 DK
 DP2375  PID         -  DP2375
 DP2375  STATE/COUNTY-  MN/HENNEPIN
 DP2375  COUNTRY     -  US
 DP2375  USGS QUAD   -  EDEN PRAIRIE (2019)
 DP2375
 DP2375                         *CURRENT SURVEY CONTROL
 DP2375  ______________________________________________________________________
 DP2375* NAD 83(2011) POSITION- 44 51 36.19610(N) 093 23 08.65477(W)   ADJUSTED
 DP2375* NAD 83(2011) ELLIP HT-   231.937 (meters)        (04/16/14)   ADJUSTED
 DP2375* NAD 83(2011) EPOCH   -  2010.00
 DP2375* NAVD 88 ORTHO HEIGHT -   258.926 (meters)      849.49  (feet) ADJUSTED
 DP2375  ______________________________________________________________________
 DP2375  GEOID HEIGHT    -        -26.972 (meters)                     GEOID18
 DP2375  NAD 83(2011) X  -   -267,457.725 (meters)                     COMP
 DP2375  NAD 83(2011) Y  - -4,520,834.269 (meters)                     COMP
 DP2375  NAD 83(2011) Z  -  4,476,501.524 (meters)                     COMP
 DP2375  LAPLACE CORR    -         -3.71  (seconds)                    DEFLEC18
 DP2375  DYNAMIC HEIGHT  -        258.919 (meters)      849.47  (feet) COMP
 DP2375  MODELED GRAVITY -    980,581.0   (mgal)                       NAVD 88
 DP2375
 DP2375  VERT ORDER      -  SECOND    CLASS I
 DP2375
 DP2375  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DP2375  Standards:
 DP2375         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DP2375            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DP2375  -------------------------------------------------------------------
 DP2375  NETWORK    0.76   0.78           0.35   0.25   0.40      0.07634707
 DP2375  -------------------------------------------------------------------
 DP2375  Click here for local accuracies and other accuracy information.
 DP2375
 DP2375.The horizontal coordinates were established by GPS observations
 DP2375.and adjusted by the MN DEPT OF TRANSP in April 2014.
 DP2375
 DP2375.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DP2375.been affixed to the stable North American tectonic plate. See 
 DP2375.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DP2375
 DP2375.The horizontal coordinates are valid at the epoch date displayed above
 DP2375.which is a decimal equivalence of Year/Month/Day.
 DP2375
 DP2375.The orthometric height was determined by differential leveling and
 DP2375.adjusted by the NATIONAL GEODETIC SURVEY
 DP2375.in September 2016.
 DP2375
 DP2375.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP2375.GEOID18 height accuracy estimate available here.
 DP2375
 DP2375.Click photographs - Photos may exist for this station.
 DP2375
 DP2375.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DP2375
 DP2375.The Laplace correction was computed from DEFLEC18 derived deflections.
 DP2375
 DP2375.The ellipsoidal height was determined by GPS observations
 DP2375.and is referenced to NAD 83.
 DP2375
 DP2375.The dynamic height is computed by dividing the NAVD 88
 DP2375.geopotential number by the normal gravity value computed on the
 DP2375.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP2375.degrees latitude (g = 980.6199 gals.).
 DP2375
 DP2375.The modeled gravity was interpolated from observed gravity values.
 DP2375
 DP2375. The following values were computed from the NAD 83(2011) position.
 DP2375
 DP2375;                    North         East     Units Scale Factor Converg.
 DP2375;SPC MN S     -   306,857.751   848,547.121   MT  0.99994159   +0 25 50.0
 DP2375;SPC MN S     - 1,006,749.14  2,783,941.68   sFT  0.99994159   +0 25 50.0
 DP2375;UTM  15      - 4,967,476.781   469,524.072   MT  0.99961142   -0 16 19.5
 DP2375
 DP2375!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DP2375!SPC MN S     -   0.99996364  x   0.99994159  =   0.99990523
 DP2375!UTM  15      -   0.99996364  x   0.99961142  =   0.99957507
 DP2375
 DP2375_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK6952467476(NAD 83)
 DP2375
 DP2375                          SUPERSEDED SURVEY CONTROL
 DP2375
 DP2375.No superseded survey control is available for this station.
 DP2375
 DP2375_MARKER: F = FLANGE-ENCASED ROD
 DP2375_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DP2375_STAMPING: 2785 DK 2013
 DP2375_MARK LOGO: MNDT
 DP2375_PROJECTION: FLUSH
 DP2375_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DP2375_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DP2375_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP2375+SATELLITE: SATELLITE OBSERVATIONS - October 07, 2013
 DP2375_ROD/PIPE-DEPTH: 19.5 meters
 DP2375
 DP2375  HISTORY     - Date     Condition        Report By
 DP2375  HISTORY     - 20131007 MONUMENTED       MNDT
 DP2375  HISTORY     - 20131007 GOOD             MNDT
 DP2375
 DP2375                          STATION DESCRIPTION
 DP2375
 DP2375'DESCRIBED BY MN DEPT OF TRANSP 2013
 DP2375'IN BLOOMINGTON, 1.75 MILES WEST ALONG INTERSTATE 494 FROM JUNCTION OF
 DP2375'INTERSTATE 494 AND TRUNK HIGHWAY 100 IN BLOOMINGTON, AT INTERSTATE 494
 DP2375'MILEPOINT 9.75, 22.2 FEET NORTH OF WESTBOUND INTERSTATE 494 FOG LINE,
 DP2375'53.1 FEET EAST OF EAST END OF GUARD, 1.5 FEET WEST OF WITNESS POST.
 DP2375
 DP2375                          STATION RECOVERY (2013)
 DP2375
 DP2375'RECOVERY NOTE BY MN DEPT OF TRANSP 2013 (MPP)
 DP2375'RECOVERED IN GOOD CONDITION.
 DP2375'
 DP2375'NOTE - THE STATION MARK CONSISTS OF A 3/4 INCH (19 MM) DIAMETER
 DP2375'ALUMINUM ROD DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL MARK
 DP2375'REMOVABLE DISK SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY
 DP2375'A SIX-INCH PVC PIPE BACKFILLED WITH WASHED SAND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DP2376 ***********************************************************************
 DP2376  DESIGNATION -  2785 DL
 DP2376  PID         -  DP2376
 DP2376  STATE/COUNTY-  MN/HENNEPIN
 DP2376  COUNTRY     -  US
 DP2376  USGS QUAD   -  EDEN PRAIRIE (2019)
 DP2376
 DP2376                         *CURRENT SURVEY CONTROL
 DP2376  ______________________________________________________________________
 DP2376* NAD 83(2011) POSITION- 44 51 34.80629(N) 093 24 12.15176(W)   ADJUSTED
 DP2376* NAD 83(2011) ELLIP HT-   236.180 (meters)        (04/16/14)   ADJUSTED
 DP2376* NAD 83(2011) EPOCH   -  2010.00
 DP2376* NAVD 88 ORTHO HEIGHT -   263.140 (meters)      863.32  (feet) ADJUSTED
 DP2376  ______________________________________________________________________
 DP2376  GEOID HEIGHT    -        -26.947 (meters)                     GEOID18
 DP2376  NAD 83(2011) X  -   -268,851.390 (meters)                     COMP
 DP2376  NAD 83(2011) Y  - -4,520,784.932 (meters)                     COMP
 DP2376  NAD 83(2011) Z  -  4,476,474.105 (meters)                     COMP
 DP2376  LAPLACE CORR    -         -3.55  (seconds)                    DEFLEC18
 DP2376  DYNAMIC HEIGHT  -        263.132 (meters)      863.29  (feet) COMP
 DP2376  MODELED GRAVITY -    980,581.1   (mgal)                       NAVD 88
 DP2376
 DP2376  VERT ORDER      -  SECOND    CLASS I
 DP2376
 DP2376  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DP2376  Standards:
 DP2376         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DP2376            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DP2376  -------------------------------------------------------------------
 DP2376  NETWORK    0.64   0.84           0.29   0.22   0.43     -0.05115494
 DP2376  -------------------------------------------------------------------
 DP2376  Click here for local accuracies and other accuracy information.
 DP2376
 DP2376.The horizontal coordinates were established by GPS observations
 DP2376.and adjusted by the MN DEPT OF TRANSP in April 2014.
 DP2376
 DP2376.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DP2376.been affixed to the stable North American tectonic plate. See 
 DP2376.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DP2376
 DP2376.The horizontal coordinates are valid at the epoch date displayed above
 DP2376.which is a decimal equivalence of Year/Month/Day.
 DP2376
 DP2376.The orthometric height was determined by differential leveling and
 DP2376.adjusted by the NATIONAL GEODETIC SURVEY
 DP2376.in September 2016.
 DP2376
 DP2376.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP2376.GEOID18 height accuracy estimate available here.
 DP2376
 DP2376.Click photographs - Photos may exist for this station.
 DP2376
 DP2376.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DP2376
 DP2376.The Laplace correction was computed from DEFLEC18 derived deflections.
 DP2376
 DP2376.The ellipsoidal height was determined by GPS observations
 DP2376.and is referenced to NAD 83.
 DP2376
 DP2376.The dynamic height is computed by dividing the NAVD 88
 DP2376.geopotential number by the normal gravity value computed on the
 DP2376.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP2376.degrees latitude (g = 980.6199 gals.).
 DP2376
 DP2376.The modeled gravity was interpolated from observed gravity values.
 DP2376
 DP2376. The following values were computed from the NAD 83(2011) position.
 DP2376
 DP2376;                    North         East     Units Scale Factor Converg.
 DP2376;SPC MN S     -   306,804.528   847,153.468   MT  0.99994155   +0 25 05.5
 DP2376;SPC MN S     - 1,006,574.52  2,779,369.34   sFT  0.99994155   +0 25 05.5
 DP2376;UTM  15      - 4,967,440.665   468,130.330   MT  0.99961249   -0 17 04.3
 DP2376
 DP2376!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DP2376!SPC MN S     -   0.99996297  x   0.99994155  =   0.99990452
 DP2376!UTM  15      -   0.99996297  x   0.99961249  =   0.99957548
 DP2376
 DP2376_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK6813067440(NAD 83)
 DP2376
 DP2376                          SUPERSEDED SURVEY CONTROL
 DP2376
 DP2376.No superseded survey control is available for this station.
 DP2376
 DP2376_MARKER: I = METAL ROD
 DP2376_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DP2376_STAMPING: 2785 DL 2013
 DP2376_MARK LOGO: MNDT
 DP2376_PROJECTION: FLUSH
 DP2376_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DP2376_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DP2376_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP2376+SATELLITE: SATELLITE OBSERVATIONS - April 08, 2020
 DP2376_ROD/PIPE-DEPTH: 4.3 meters
 DP2376
 DP2376  HISTORY     - Date     Condition        Report By
 DP2376  HISTORY     - 20131008 MONUMENTED       MNDT
 DP2376  HISTORY     - 20171011 GOOD             MNDT
 DP2376  HISTORY     - 20200408 GOOD             MNDT
 DP2376
 DP2376                          STATION DESCRIPTION
 DP2376
 DP2376'DESCRIBED BY MN DEPT OF TRANSP 2013
 DP2376'IN EDEN PRAIRIE, 0.4 MILE WEST ALONG INTERSTATE 494 FROM JUNCTION OF
 DP2376'INTERSTATE 494 AND TRUNK HIGHWAY 169 IN EDEN PRAIRIE, AT INTERSTATE
 DP2376'494 MILEPOINT 10.6, 40.3 FEET NORTH OF WESTBOUND INTERSTATE 494 FOG
 DP2376'LINE, 10.5 FEET SOUTH OF RIGHT-OF-WAY FENCE, 1.5 FEET WEST OF WITNESS
 DP2376'POST.
 DP2376'
 DP2376'NOTE - THE STATION MARK CONSISTS OF A 3/4 INCH (19 MM) DIAMETER
 DP2376'ALUMINUM ROD DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL MARK
 DP2376'REMOVABLE DISK SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY
 DP2376'A SIX-INCH PVC PIPE BACKFILLED WITH WASHED SAND.
 DP2376
 DP2376                          STATION RECOVERY (2017)
 DP2376
 DP2376'RECOVERY NOTE BY MN DEPT OF TRANSP 2017 (MPP)
 DP2376'RECOVERED IN GOOD CONDITION.
 DP2376
 DP2376                          STATION RECOVERY (2020)
 DP2376
 DP2376'RECOVERY NOTE BY MN DEPT OF TRANSP 2020 (SEL)
 DP2376'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 QO0577 ***********************************************************************
 QO0577  DESIGNATION -  2785 EE
 QO0577  PID         -  QO0577
 QO0577  STATE/COUNTY-  MN/HENNEPIN
 QO0577  COUNTRY     -  US
 QO0577  USGS QUAD   -  OSSEO (2019)
 QO0577
 QO0577                         *CURRENT SURVEY CONTROL
 QO0577  ______________________________________________________________________
 QO0577* NAD 83(1986) POSITION- 45 04 50.17   (N) 093 26 46.71   (W)   HD_HELD1
 QO0577* NAVD 88 ORTHO HEIGHT -   291.874 (meters)      957.59  (feet) ADJUSTED
 QO0577  ______________________________________________________________________
 QO0577  GEOID HEIGHT    -        -27.380 (meters)                     GEOID18
 QO0577  DYNAMIC HEIGHT  -        291.863 (meters)      957.55  (feet) COMP
 QO0577  MODELED GRAVITY -    980,572.0   (mgal)                       NAVD 88
 QO0577
 QO0577  VERT ORDER      -  SECOND    CLASS I
 QO0577
 QO0577.The horizontal coordinates were determined by differentially corrected
 QO0577.hand held GPS observations or other comparable positioning techniques
 QO0577.and have an estimated accuracy of +/- 3 meters.
 QO0577
 QO0577.The orthometric height was determined by differential leveling and
 QO0577.adjusted by the NATIONAL GEODETIC SURVEY
 QO0577.in September 2013.
 QO0577
 QO0577.Significant digits in the geoid height do not necessarily reflect accuracy.
 QO0577.GEOID18 height accuracy estimate available here.
 QO0577
 QO0577.Click photographs - Photos may exist for this station.
 QO0577
 QO0577.The dynamic height is computed by dividing the NAVD 88
 QO0577.geopotential number by the normal gravity value computed on the
 QO0577.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QO0577.degrees latitude (g = 980.6199 gals.).
 QO0577
 QO0577.The modeled gravity was interpolated from observed gravity values.
 QO0577
 QO0577;                    North         East    Units  Estimated Accuracy
 QO0577;SPC MN S     -   331,331.7     843,594.1     MT  (+/- 3 meters HH1 GPS) 
 QO0577
 QO0577_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK6487392001(NAD 83)
 QO0577
 QO0577                          SUPERSEDED SURVEY CONTROL
 QO0577
 QO0577  NAVD 88 (06/15/91)  291.871  (m)          957.58   (f) SUPERSEDED  2 0
 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
 QO0577.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QO0577.See file dsdata.pdf to determine how the superseded data were derived.
 QO0577
 QO0577_MARKER: DB = BENCH MARK DISK
 QO0577_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 QO0577_SP_SET: BRIDGE ABUTMENT
 QO0577_STAMPING: 2785 EE 1970
 QO0577_MARK LOGO: MNHD
 QO0577_MAGNETIC: N = NO MAGNETIC MATERIAL
 QO0577_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QO0577_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 QO0577+SATELLITE: SATELLITE OBSERVATIONS - September 12, 2013
 QO0577
 QO0577  HISTORY     - Date     Condition        Report By
 QO0577  HISTORY     - 19700401 MONUMENTED       MNHD
 QO0577  HISTORY     - 1985     GOOD             USPSQD
 QO0577  HISTORY     - 1989     GOOD             MNDT
 QO0577  HISTORY     - 20020928 GOOD             USPSQD
 QO0577  HISTORY     - 20041118 GOOD             USPSQD
 QO0577  HISTORY     - 20071003 GOOD             MNDT
 QO0577  HISTORY     - 20080528 GOOD             MNDT
 QO0577  HISTORY     - 20130912 GOOD             MNDT
 QO0577  HISTORY     - 20150223 GOOD             ULTEIG
 QO0577
 QO0577                          STATION DESCRIPTION
 QO0577
 QO0577'DESCRIBED BY MN HIGHWAY DEPT 1970
 QO0577'IN MAPLE GROVE.
 QO0577'MARK IS LOCATED IN THE SOUTHEAST CORNER OF BRIDGE NO. 27905, FISH LAKE
 QO0577'ROAD OVER FAI 494, 0.7 MILES SOUTH OF THE JUNCTION OF FAI 494 AND FAI
 QO0577'94.  SE 1/4 SECTION 27, T 119 N, R 22 W.
 QO0577
 QO0577                          STATION RECOVERY (1985)
 QO0577
 QO0577'RECOVERY NOTE BY US POWER SQUADRON 1985 (TZ)
 QO0577'RECOVERED IN GOOD CONDITION.
 QO0577
 QO0577                          STATION RECOVERY (1989)
 QO0577
 QO0577'RECOVERY NOTE BY MN DEPT OF TRANSP 1989
 QO0577'RECOVERED IN GOOD CONDITION.
 QO0577
 QO0577                          STATION RECOVERY (2002)
 QO0577
 QO0577'RECOVERY NOTE BY US POWER SQUADRON 2002 (NDM)
 QO0577'RECOVERED IN GOOD CONDITION.
 QO0577
 QO0577                          STATION RECOVERY (2004)
 QO0577
 QO0577'RECOVERY NOTE BY US POWER SQUADRON 2004 (NDM)
 QO0577'RECOVERED IN GOOD CONDITION.
 QO0577
 QO0577                          STATION RECOVERY (2007)
 QO0577
 QO0577'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (WEF)
 QO0577'THE MARK IS LOCATED ABOUT 8.6 MI (13.8 KM) SOUTH-SOUTHWEST OF ANOKA,
 QO0577'4.7 MI (7.6 KM) NORTHEAST OF HAMEL AND 3.4 MI (5.5 KM) SOUTHWEST OF
 QO0577'OSSEO.
 QO0577'
 QO0577'TO REACH TO THE MARK GO 0.5 MI (0.8 KM) EAST ALONG BASS LAKE ROAD,
 QO0577'THENCE 0.85 MI (1.4 KM) NORTH ON COUNTY ROAD 61, THENCE 0.9 MI (1.4
 QO0577'KM) WEST ON WESTERN FISH LAKE ROAD, AT MAPLE GROVE, 0.7 MI (1.1 KM)
 QO0577'SOUTH OF THE JUNCTION OF INTERSTATE HIGHWAY 494 AND INTERSTATE HIGHWAY
 QO0577'94, WEST ON BASS LAKE ROAD FROM 494, THEN NORTH ON WEDGEWOOD ROAD,
 QO0577'THEN EAST ON FISH LAKE ROAD, IN SOUTHEAST CORNER OF FISH LAKE ROAD
 QO0577'BRIDGE OVER INTERSTATE HIGHWAY 494.
 QO0577
 QO0577                          STATION RECOVERY (2008)
 QO0577
 QO0577'RECOVERY NOTE BY MN DEPT OF TRANSP 2008 (PJG)
 QO0577'RECOVERED AS DESCRIBED.
 QO0577
 QO0577                          STATION RECOVERY (2013)
 QO0577
 QO0577'RECOVERY NOTE BY MN DEPT OF TRANSP 2013 (KMS)
 QO0577'IN MAPLE GROVE, IN BRIDGE ABUTMENT IN SOUTHEAST CORNER OF FISH LAKE
 QO0577'ROAD BRIDGE NUMBER 27905 OVER INTERSTATE HIGHWAY 494, 0.7 MILE SOUTH
 QO0577'ALONG INTERSTATE HIGHWAY 494 FROM JUNCTION OF INTERSTATE HIGHWAY 494
 QO0577'AND INTERSTATE HIGHWAY 94, 0.25 MILE WEST ALONG BASS LAKE ROAD FROM
 QO0577'INTERSTATE HIGHWAY 494, THEN 0.9 MILE NORTH ALONG WEDGEWOOD ROAD, THEN
 QO0577'0.1 MILE EAST ALONG FISH LAKE ROAD.
 QO0577
 QO0577                          STATION RECOVERY (2015)
 QO0577
 QO0577'RECOVERY NOTE BY ULTEIG ENGINEERS 2015 (RB)
 QO0577'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 PP1209 ***********************************************************************
 PP1209  DESIGNATION -  2785 KK
 PP1209  PID         -  PP1209
 PP1209  STATE/COUNTY-  MN/HENNEPIN
 PP1209  COUNTRY     -  US
 PP1209  USGS QUAD   -  HOPKINS (2019)
 PP1209
 PP1209                         *CURRENT SURVEY CONTROL
 PP1209  ______________________________________________________________________
 PP1209* NAD 83(1986) POSITION- 44 58 31.84   (N) 093 27 35.56   (W)   HD_HELD1
 PP1209* NAVD 88 ORTHO HEIGHT -   299.104 (meters)      981.31  (feet) ADJUSTED
 PP1209  ______________________________________________________________________
 PP1209  GEOID HEIGHT    -        -26.935 (meters)                     GEOID18
 PP1209  DYNAMIC HEIGHT  -        299.100 (meters)      981.30  (feet) COMP
 PP1209  MODELED GRAVITY -    980,595.9   (mgal)                       NAVD 88
 PP1209
 PP1209  VERT ORDER      -  SECOND    CLASS I
 PP1209
 PP1209.The horizontal coordinates were determined by differentially corrected
 PP1209.hand held GPS observations or other comparable positioning techniques
 PP1209.and have an estimated accuracy of +/- 3 meters.
 PP1209
 PP1209.The orthometric height was determined by differential leveling and
 PP1209.adjusted by the NATIONAL GEODETIC SURVEY
 PP1209.in June 1991.
 PP1209
 PP1209.Significant digits in the geoid height do not necessarily reflect accuracy.
 PP1209.GEOID18 height accuracy estimate available here.
 PP1209
 PP1209.Click photographs - Photos may exist for this station.
 PP1209
 PP1209.The dynamic height is computed by dividing the NAVD 88
 PP1209.geopotential number by the normal gravity value computed on the
 PP1209.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP1209.degrees latitude (g = 980.6199 gals.).
 PP1209
 PP1209.The modeled gravity was interpolated from observed gravity values.
 PP1209
 PP1209;                    North         East    Units  Estimated Accuracy
 PP1209;SPC MN S     -   319,646.2     842,602.9     MT  (+/- 3 meters HH1 GPS) 
 PP1209
 PP1209_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK6373980332(NAD 83)
 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
 PP1209.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PP1209.See file dsdata.pdf to determine how the superseded data were derived.
 PP1209
 PP1209_MARKER: DB = BENCH MARK DISK
 PP1209_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 PP1209_SP_SET: BRIDGE ABUTMENT
 PP1209_STAMPING: 2785-KK 1970
 PP1209_MARK LOGO: MNHD
 PP1209_MAGNETIC: N = NO MAGNETIC MATERIAL
 PP1209_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PP1209_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 PP1209+SATELLITE: SATELLITE OBSERVATIONS - August 19, 2014
 PP1209
 PP1209  HISTORY     - Date     Condition        Report By
 PP1209  HISTORY     - 19700401 MONUMENTED       MNHD
 PP1209  HISTORY     - 1988     GOOD             MNDT
 PP1209  HISTORY     - 19940505 GOOD             MNDT
 PP1209  HISTORY     - 20021129 GOOD             USPS
 PP1209  HISTORY     - 20060927 GOOD             USPSQD
 PP1209  HISTORY     - 20070926 GOOD             MNDT
 PP1209  HISTORY     - 20080703 GOOD             MNDT
 PP1209  HISTORY     - 20130911 GOOD             MNDT
 PP1209  HISTORY     - 20140819 GOOD             MNDT
 PP1209
 PP1209                          STATION DESCRIPTION
 PP1209
 PP1209'DESCRIBED BY MN HIGHWAY DEPT 1970
 PP1209'IN MINNETONKA.
 PP1209'MARK IS LOCATED IN THE SOUTHEAST CORNER OF BRIDGE NO. 9834.  PROPOSED
 PP1209'SERVICE ROAD OVER FAI 494, ABOUT 0.3 MILES NORTH OF TH 12.  NW 1/4
 PP1209'SECTION 3, T 117N, R 22W.
 PP1209
 PP1209                          STATION RECOVERY (1988)
 PP1209
 PP1209'RECOVERY NOTE BY MN DEPT OF TRANSP 1988
 PP1209'RECOVERED IN GOOD CONDITION.
 PP1209
 PP1209                          STATION RECOVERY (1994)
 PP1209
 PP1209'RECOVERY NOTE BY MN DEPT OF TRANSP 1994 (WAS)
 PP1209'MARK RECOVERED AS FORMERLY DESCRIBED.
 PP1209
 PP1209                          STATION RECOVERY (2002)
 PP1209
 PP1209'RECOVERY NOTE BY US POSTAL SERVICE 2002 (REA)
 PP1209'RECOVERED IN GOOD CONDITION.
 PP1209
 PP1209                          STATION RECOVERY (2006)
 PP1209
 PP1209'RECOVERY NOTE BY US POWER SQUADRON 2006 (REA)
 PP1209'ROAD CROSSING OVER I 494 ON BRIDGE 9794 IS CHESHIRE LANE.
 PP1209
 PP1209                          STATION RECOVERY (2007)
 PP1209
 PP1209'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (WEF)
 PP1209'THE MARK IS LOCATED ABOUT 7.2 MI (11.6 KM) NORTHEAST OF EXCELSIOR, 5.6
 PP1209'MI (9.0 KM) SOUTHEAST OF HAMEL AND 3.5 MI (5.6 KM) NORTH OF HOPKINS.
 PP1209'TO REACH TO THE MARK IN MINNETONKA, GO 0.3 MI (0.5 KM) NORTH OF THE
 PP1209'JUNCTION OF INTERSTATE HIGHWAY 494 AND TRUNK HIGHWAY 12, IN SOUTHEAST
 PP1209'CORNER OF ABUTMENT OF CHESHIRE PARKWAY BRIDGE OVER INTERSTATE HIGHWAY
 PP1209'494.
 PP1209
 PP1209                          STATION RECOVERY (2008)
 PP1209
 PP1209'RECOVERY NOTE BY MN DEPT OF TRANSP 2008 (PJG)
 PP1209'RECOVERED AS DESCRIBED.
 PP1209
 PP1209                          STATION RECOVERY (2013)
 PP1209
 PP1209'RECOVERY NOTE BY MN DEPT OF TRANSP 2013 (MAS)
 PP1209'IN MINNETONKA, IN BRIDGE ABUTMENT IN SOUTHEAST CORNER OF CHESHIRE LANE
 PP1209'BRIDGE NUMBER 9834 OVER INTERSTATE HIGHWAY 494, 0.3 MILE NORTH OF
 PP1209'JUNCTION OF INTERSTATE HIGHWAY 494 AND TRUNK HIGHWAY 12, AT INTERSTATE
 PP1209'HIGHWAY 494 MILEPOINT 19.85.
 PP1209
 PP1209                          STATION RECOVERY (2014)
 PP1209
 PP1209'RECOVERY NOTE BY MN DEPT OF TRANSP 2014 (TME)
 PP1209'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 AH4394 ***********************************************************************
 AH4394  DESIGNATION -  2785 MM
 AH4394  PID         -  AH4394
 AH4394  STATE/COUNTY-  MN/HENNEPIN
 AH4394  COUNTRY     -  US
 AH4394  USGS QUAD   -  SAINT PAUL SW (2019)
 AH4394
 AH4394                         *CURRENT SURVEY CONTROL
 AH4394  ______________________________________________________________________
 AH4394* NAD 83(1986) POSITION- 44 51 45.0    (N) 093 12 14.0    (W)   HD_HELD2
 AH4394* NAVD 88 ORTHO HEIGHT -   237.725 (meters)      779.94  (feet) ADJUSTED
 AH4394  ______________________________________________________________________
 AH4394  GEOID HEIGHT    -        -27.285 (meters)                     GEOID18
 AH4394  DYNAMIC HEIGHT  -        237.717 (meters)      779.91  (feet) COMP
 AH4394  MODELED GRAVITY -    980,576.5   (mgal)                       NAVD 88
 AH4394
 AH4394  VERT ORDER      -  SECOND    CLASS I
 AH4394
 AH4394.The horizontal coordinates were established by autonomous hand held GPS
 AH4394.observations and have an estimated accuracy of +/- 10 meters.
 AH4394
 AH4394.The orthometric height was determined by differential leveling and
 AH4394.adjusted by the NATIONAL GEODETIC SURVEY
 AH4394.in June 2000.
 AH4394
 AH4394.Significant digits in the geoid height do not necessarily reflect accuracy.
 AH4394.GEOID18 height accuracy estimate available here.
 AH4394
 AH4394.Click photographs - Photos may exist for this station.
 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     -   307,253.      862,916.      MT  (+/- 10 meters HH2 GPS)
 AH4394
 AH4394_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK8389267696(NAD 83)
 AH4394
 AH4394                          SUPERSEDED SURVEY CONTROL
 AH4394
 AH4394.No superseded survey control is available for this station.
 AH4394
 AH4394_MARKER: DV = VERTICAL CONTROL DISK
 AH4394_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AH4394_SP_SET: BRIDGE RAILING
 AH4394_STAMPING: 2785 MM 1982
 AH4394_MARK LOGO: MNDT
 AH4394_PROJECTION: FLUSH
 AH4394_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AH4394
 AH4394  HISTORY     - Date     Condition        Report By
 AH4394  HISTORY     - 1982     MONUMENTED       MNDT
 AH4394  HISTORY     - 20070814 MARK NOT FOUND   MNDT
 AH4394  HISTORY     - 20111026 MARK NOT FOUND   MNDT
 AH4394
 AH4394                          STATION DESCRIPTION
 AH4394
 AH4394'DESCRIBED BY MN DEPT OF TRANSP 1982 (OCO)
 AH4394'THE MARK IS LOCATED IN THE CITY OF ST. PAUL, AT THE WEST END OF THE
 AH4394'INTERSTATE HIGHWAY 494 BRIDGE OVER THE MINNESOTA RIVER, AT MILEPOINT
 AH4394'0.85, AND IN THE SW 1/4 OF SECTION 32, T28N, R23W.  THE MARK, A
 AH4394'STANDARD MNDT VERTICAL CONTROL MONUMENT STAMPED---2785 MM 1982---, IS
 AH4394'SET IN THE TOP OF THE JERSEY BARRICADE IN THE MEDIAN OF THE BRIDGE
 AH4394'(NUMBER 9217).  THE MARK IS 28.0 FEET NORTH OF THE EASTBOUND
 AH4394'CENTERLINE OF THE HIGHWAY.
 AH4394
 AH4394                          STATION RECOVERY (2007)
 AH4394
 AH4394'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (BLB)
 AH4394'THE MARK WAS NOT RECOVERED.
 AH4394
 AH4394                          STATION RECOVERY (2011)
 AH4394
 AH4394'RECOVERY NOTE BY MN DEPT OF TRANSP 2011 (DAS)
 AH4394'IN SAINT PAUL, IN THE TOP OF JERSEY BARRICADE MEDIAN AT INTERSTATE
 AH4394'HIGHWAY 494 BRIDGE NUMBER 9217 OVER MINNESOTA RIVER, AT INTERSTATE
 AH4394'HIGHWAY 494 MILE POINT 0.85, 28 FT (8.5 M) NORTH OF EASTBOUND
 AH4394'INTERSTATE HIGHWAY 494.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 PP1215 ***********************************************************************
 PP1215  DESIGNATION -  2785 N 2
 PP1215  PID         -  PP1215
 PP1215  STATE/COUNTY-  MN/HENNEPIN
 PP1215  COUNTRY     -  US
 PP1215  USGS QUAD   -  HOPKINS (2019)
 PP1215
 PP1215                         *CURRENT SURVEY CONTROL
 PP1215  ______________________________________________________________________
 PP1215* NAD 83(1986) POSITION- 44 57 15.03   (N) 093 27 37.96   (W)   HD_HELD1
 PP1215* NAVD 88 ORTHO HEIGHT -   292.849 (meters)      960.79  (feet) ADJUSTED
 PP1215  ______________________________________________________________________
 PP1215  GEOID HEIGHT    -        -26.895 (meters)                     GEOID18
 PP1215  DYNAMIC HEIGHT  -        292.845 (meters)      960.78  (feet) COMP
 PP1215  MODELED GRAVITY -    980,595.8   (mgal)                       NAVD 88
 PP1215
 PP1215  VERT ORDER      -  SECOND    CLASS I
 PP1215
 PP1215.The horizontal coordinates were determined by differentially corrected
 PP1215.hand held GPS observations or other comparable positioning techniques
 PP1215.and have an estimated accuracy of +/- 3 meters.
 PP1215
 PP1215.The orthometric height was determined by differential leveling and
 PP1215.adjusted by the NATIONAL GEODETIC SURVEY
 PP1215.in May 2010.
 PP1215
 PP1215.No vertical observational check was made to the station.
 PP1215
 PP1215.Significant digits in the geoid height do not necessarily reflect accuracy.
 PP1215.GEOID18 height accuracy estimate available here.
 PP1215
 PP1215.Click photographs - Photos may exist for this station.
 PP1215
 PP1215.The dynamic height is computed by dividing the NAVD 88
 PP1215.geopotential number by the normal gravity value computed on the
 PP1215.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP1215.degrees latitude (g = 980.6199 gals.).
 PP1215
 PP1215.The modeled gravity was interpolated from observed gravity values.
 PP1215
 PP1215;                    North         East    Units  Estimated Accuracy
 PP1215;SPC MN S     -   317,274.9     842,566.0     MT  (+/- 3 meters HH1 GPS) 
 PP1215
 PP1215_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK6367377962(NAD 83)
 PP1215
 PP1215                          SUPERSEDED SURVEY CONTROL
 PP1215
 PP1215  NAVD 88 (06/15/91)  292.840  (m)          960.76   (f) SUPERSEDED  2 0
 PP1215  NGVD 29 (??/??/92)  292.787  (m)          960.59   (f) ADJ UNCH    2 0
 PP1215
 PP1215.Superseded values are not recommended for survey control.
 PP1215
 PP1215.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PP1215.See file dsdata.pdf to determine how the superseded data were derived.
 PP1215
 PP1215_MARKER: DB = BENCH MARK DISK
 PP1215_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 PP1215_STAMPING: 2785 N 2 1970
 PP1215_MARK LOGO: MNHD
 PP1215_PROJECTION: PROJECTING 8 CENTIMETERS
 PP1215_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 PP1215_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PP1215_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 PP1215+SATELLITE: SATELLITE OBSERVATIONS - June 02, 2014
 PP1215
 PP1215  HISTORY     - Date     Condition        Report By
 PP1215  HISTORY     - 19700401 MONUMENTED       MNHD
 PP1215  HISTORY     - 19961005 GOOD             USPSQD
 PP1215  HISTORY     - 20070313 GOOD             MNDT
 PP1215  HISTORY     - 20070926 GOOD             MNDT
 PP1215  HISTORY     - 20130911 GOOD             MNDT
 PP1215  HISTORY     - 20140602 GOOD             MNDT
 PP1215
 PP1215                          STATION DESCRIPTION
 PP1215
 PP1215'DESCRIBED BY MN HIGHWAY DEPT 1970
 PP1215'IN MINNETONKA.
 PP1215'MARK IS LOCATED IN THE VILLAGE OF MINNETONKA, 1.2 MILES SOUTH OF THE
 PP1215'JUNCTION OF FAI 494 AND TH 12, 400 FEET NORTH OF THE GREAT NORTHERN
 PP1215'RAILROAD, 200 FEET WEST OF FAI 494 SOUTHBOUND CENTERLINE STATION 411 +
 PP1215'48, 67 FEET SOUTH OF A 24 INCH MAPLE TREE, 3 FEET EAST OF THE WEST 494
 PP1215'RIGHT OF WAY FENCE, 0.5 FEET EAST OF A STEEL WITNESS POST IN A 6 FOOT
 PP1215'PRE-CAST CONCRETE MONUMENT SET FLUSH WITH THE GROUND.  SW 1/4 SECTION
 PP1215'10, T 117N, R 22W.
 PP1215
 PP1215                          STATION RECOVERY (1996)
 PP1215
 PP1215'RECOVERY NOTE BY US POWER SQUADRON 1996
 PP1215'RECOVERED IN GOOD CONDITION.
 PP1215
 PP1215                          STATION RECOVERY (2007)
 PP1215
 PP1215'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (FAD)
 PP1215'RECOVERED AS DESCRIBED.
 PP1215
 PP1215                          STATION RECOVERY (2007)
 PP1215
 PP1215'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (WEF)
 PP1215'THE MARK IS LOCATED ABOUT 6.8 MI (10.9 KM) SOUTH-SOUTHEAST OF HAMEL,
 PP1215'6.3 MI (10.1 KM) NORTHEAST OF EXCELSIOR AND 2.0 MI (3.2 KM) NORTH OF
 PP1215'HOPKINS.
 PP1215'
 PP1215'TO REACH TO THE MARK AT MINNETONKA, GO 1.4 MI (2.3 KM) SOUTH ALONG
 PP1215'INTERSTATE HIGHWAY 494 FROM THE JUNCTION OF INTERSTATE HIGHWAY 494 AND
 PP1215'INTERSTATE HIGHWAY 394, 0.3 MI (0.5 KM) EAST ALONG MINNETONKA
 PP1215'BOULEVARD (COUNTY ROAD 5), THEN 0.1 MI (0.2 KM) NORTH ON COUNTY ROAD
 PP1215'61, THEN NORTHWEST AND NORTH ON MCGINTY ROAD, THEN WEST ON STONE ROAD,
 PP1215'CONTINUE WEST ON STONE ROAD UNDER INTERSTATE HIGHWAY 494 TO BIKE PATH
 PP1215'ON NORTH SIDE OF THE ROAD, FOLLOW BIKE PATH TO MARK, 400 FT (121.9 M)
 PP1215'NORTH OF RAILROAD, 200 FT (61.0 M) WEST OF INTERSTATE HIGHWAY 494
 PP1215'SOUTH-BOUND STATION 411+48, 175.0 FT (53.3 M) NORTH OF BIKE PATH
 PP1215'INTERSECTION NORTH OF PEDESTRIAN BRIDGE OVER STONE ROAD, 3 FT (0.9 M)
 PP1215'EAST OF RIGHT OF WAY FENCE, 18 FT (5.5 M) EAST OF BIKE TRAIL, 0.5 FT
 PP1215'(0.2 M) FROM WITNESS POST.
 PP1215
 PP1215                          STATION RECOVERY (2013)
 PP1215
 PP1215'RECOVERY NOTE BY MN DEPT OF TRANSP 2013 (KMS)
 PP1215'RECOVERED AS DESCRIBED.
 PP1215
 PP1215                          STATION RECOVERY (2014)
 PP1215
 PP1215'RECOVERY NOTE BY MN DEPT OF TRANSP 2014 (JAM)
 PP1215'IN MINNETONKA, 1.05 MI (1.7 KM) SOUTH ALONG INTERSTATE HIGHWAY 494
 PP1215'FROM THE JUNCTION OF INTERSTATE HIGHWAY 494 AND INTERSTATE HIGHWAY 394
 PP1215'IN MINNETONKA, AT INTERSTATE HIGHWAY 494 MILE POINT 18.4, AT
 PP1215'INTERSTATE HIGHWAY 494 STATION 411+48, 200 FT (61.0 M) WEST OF
 PP1215'SOUTHBOUND INTERSTATE HIGHWAY 494, 3.0 FT (0.9 M) EAST OF RIGHT-OF-WAY
 PP1215'FENCE, 18 FT (5.5 M) EAST OF BIKE TRAIL, 0.5 FT (15 CM) FROM WITNESS
 PP1215'POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 AH4414 ***********************************************************************
 AH4414  DESIGNATION -  2785 NN
 AH4414  PID         -  AH4414
 AH4414  STATE/COUNTY-  MN/HENNEPIN
 AH4414  COUNTRY     -  US
 AH4414  USGS QUAD   -  SAINT PAUL SW (2019)
 AH4414
 AH4414                         *CURRENT SURVEY CONTROL
 AH4414  ______________________________________________________________________
 AH4414* NAD 83(1986) POSITION- 44 51 47.10   (N) 093 12 28.88   (W)   HD_HELD1
 AH4414* NAVD 88 ORTHO HEIGHT -   248.515 (meters)      815.34  (feet) ADJUSTED
 AH4414  ______________________________________________________________________
 AH4414  GEOID HEIGHT    -        -27.275 (meters)                     GEOID18
 AH4414  DYNAMIC HEIGHT  -        248.507 (meters)      815.31  (feet) COMP
 AH4414  MODELED GRAVITY -    980,576.6   (mgal)                       NAVD 88
 AH4414
 AH4414  VERT ORDER      -  SECOND    CLASS I
 AH4414
 AH4414.The horizontal coordinates were determined by differentially corrected
 AH4414.hand held GPS observations or other comparable positioning techniques
 AH4414.and have an estimated accuracy of +/- 3 meters.
 AH4414
 AH4414.The orthometric height was determined by differential leveling and
 AH4414.adjusted by the NATIONAL GEODETIC SURVEY
 AH4414.in September 2013.
 AH4414
 AH4414.Significant digits in the geoid height do not necessarily reflect accuracy.
 AH4414.GEOID18 height accuracy estimate available here.
 AH4414
 AH4414.Click photographs - Photos may exist for this station.
 AH4414
 AH4414.The dynamic height is computed by dividing the NAVD 88
 AH4414.geopotential number by the normal gravity value computed on the
 AH4414.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH4414.degrees latitude (g = 980.6199 gals.).
 AH4414
 AH4414.The modeled gravity was interpolated from observed gravity values.
 AH4414
 AH4414;                    North         East    Units  Estimated Accuracy
 AH4414;SPC MN S     -   307,315.1     862,588.9     MT  (+/- 3 meters HH1 GPS) 
 AH4414
 AH4414_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK8356567761(NAD 83)
 AH4414
 AH4414                          SUPERSEDED SURVEY CONTROL
 AH4414
 AH4414  NAVD 88 (06/08/00)  248.509  (m)          815.32   (f) SUPERSEDED  2 1
 AH4414
 AH4414.Superseded values are not recommended for survey control.
 AH4414
 AH4414.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH4414.See file dsdata.pdf to determine how the superseded data were derived.
 AH4414
 AH4414_MARKER: DV = VERTICAL CONTROL DISK
 AH4414_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AH4414_SP_SET: BRIDGE RAILING
 AH4414_STAMPING: 2785 NN 1982
 AH4414_MARK LOGO: MNHD
 AH4414_PROJECTION: FLUSH
 AH4414_MAGNETIC: N = NO MAGNETIC MATERIAL
 AH4414_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AH4414_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH4414+SATELLITE: SATELLITE OBSERVATIONS - June 12, 2014
 AH4414
 AH4414  HISTORY     - Date     Condition        Report By
 AH4414  HISTORY     - 19820401 MONUMENTED       MNHD
 AH4414  HISTORY     - 20041006 GOOD             USPSQD
 AH4414  HISTORY     - 20070814 GOOD             MNDT
 AH4414  HISTORY     - 20100519 GOOD             MNDT
 AH4414  HISTORY     - 20140612 GOOD             MNDT
 AH4414
 AH4414                          STATION DESCRIPTION
 AH4414
 AH4414'DESCRIBED BY MN HIGHWAY DEPT 1982 (OCO)
 AH4414'THE MARK IS LOCATED IN THE CITY OF ST. PAUL, AT THE BRIDGE CARRYING
 AH4414'EASTBOUND TRUNK HIGHWAY 5 (FROM WESTBOUND INTERSTATE HIGHWAY 494
 AH4414'CONNECTOR) OVER HIGHWAY 494, AND IS IN THE SE 1/4 OF SECTION 31, T28N
 AH4414', R23W.  THE MARK, A STANDARD MNDT VERTICAL CONTROL MONUMENT DISK
 AH4414'STAMPED---2785 NN 1982---, IS SET IN THE TOP OF THE RAILING AT THE
 AH4414'SOUTHEAST CORNER OF THE BRIDGE (NUMBER 27763).  THE MARK IS 26.0 FEET
 AH4414'SOUTHEAST OF THE CENTERLINE OF EASTBOUND HIGHWAY 5, 12.9 FEET
 AH4414'SOUTHWEST OF THE SOUTHEAST CORNER OF THE BRIDGE RAILING, AND 15.6 FEET
 AH4414'SOUTHWEST OF A STEEL CORNER FENCEPOST.
 AH4414
 AH4414                          STATION RECOVERY (2004)
 AH4414
 AH4414'RECOVERY NOTE BY US POWER SQUADRON 2004 (JRD)
 AH4414'RECOVERED IN GOOD CONDITION AS DESCRIBED WITH THE FOLLOWING
 AH4414'CORRECTION. REMOVE- IN THE CITH OF ST. PAUL - FROM THE DESCRIPTION.
 AH4414'SPSPS JRD.
 AH4414
 AH4414                          STATION RECOVERY (2007)
 AH4414
 AH4414'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (BLB)
 AH4414'THE MARK IS LOCATED ABOUT 8.2 MI (13.2 KM) WEST OF INVER GROVE
 AH4414'HEIGHTS, 8.0 MI (12.9 KM) SOUTHWEST OF SAINT PAUL AND 4.7 MI (7.6 KM)
 AH4414'EAST-NORTHEAST OF BLOOMINGTON.
 AH4414'
 AH4414'TO REACH TO THE MARK AT ST PAUL, IN THE TOP OF RAILING OF EASTBOUND
 AH4414'TRUNK HIGHWAY 5 FROM WESTBOUND INTERSTATE HIGHWAY 494 BRIDGE 27763
 AH4414'OVER INTERSTATE HIGHWAY 494, GO 26.0 FT (7.9 M) SOUTHEAST OF EASTBOUND
 AH4414'TRUNK HIGHWAY 5, 12.9 FT (3.9 M) SOUTHWEST OF THE SOUTHEAST CORNER OF
 AH4414'BRIDGE RAILING, 15.6 FT (4.8 M) SOUTHWEST OF CORNER OF A FENCE.
 AH4414
 AH4414                          STATION RECOVERY (2010)
 AH4414
 AH4414'RECOVERY NOTE BY MN DEPT OF TRANSP 2010 (KMS)
 AH4414'RECOVERED AS DESCRIBED.
 AH4414
 AH4414                          STATION RECOVERY (2014)
 AH4414
 AH4414'RECOVERY NOTE BY MN DEPT OF TRANSP 2014 (DAS)
 AH4414'IN SAINT PAUL, IN THE TOP OF RAILING OF EASTBOUND TRUNK HIGHWAY 5 AT
 AH4414'TRUNK HIGHWAY 5 MILE POINT 61.75, BRIDGE NUMBER 27763 OVER INTERSTATE
 AH4414'HIGHWAY 494, 26.0 FT (7.9 M) SOUTHEAST OF EASTBOUND TRUNK HIGHWAY 5,
 AH4414'12.9 FT (3.9 M) SOUTHWEST OF THE SOUTHEAST CORNER OF BRIDGE RAILING,
 AH4414'15.6 FT (4.8 M) SOUTHWEST OF CORNER OF A FENCE.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 AH4413 ***********************************************************************
 AH4413  DESIGNATION -  2785 PP
 AH4413  PID         -  AH4413
 AH4413  STATE/COUNTY-  MN/HENNEPIN
 AH4413  COUNTRY     -  US
 AH4413  USGS QUAD   -  SAINT PAUL SW (2019)
 AH4413
 AH4413                         *CURRENT SURVEY CONTROL
 AH4413  ______________________________________________________________________
 AH4413* NAD 83(1986) POSITION- 44 51 47.38   (N) 093 12 30.33   (W)   HD_HELD1
 AH4413* NAVD 88 ORTHO HEIGHT -   249.861 (meters)      819.75  (feet) ADJUSTED
 AH4413  ______________________________________________________________________
 AH4413  GEOID HEIGHT    -        -27.274 (meters)                     GEOID18
 AH4413  DYNAMIC HEIGHT  -        249.852 (meters)      819.72  (feet) COMP
 AH4413  MODELED GRAVITY -    980,576.6   (mgal)                       NAVD 88
 AH4413
 AH4413  VERT ORDER      -  SECOND    CLASS I
 AH4413
 AH4413.The horizontal coordinates were determined by differentially corrected
 AH4413.hand held GPS observations or other comparable positioning techniques
 AH4413.and have an estimated accuracy of +/- 3 meters.
 AH4413
 AH4413.The orthometric height was determined by differential leveling and
 AH4413.adjusted by the NATIONAL GEODETIC SURVEY
 AH4413.in September 2013.
 AH4413
 AH4413.Significant digits in the geoid height do not necessarily reflect accuracy.
 AH4413.GEOID18 height accuracy estimate available here.
 AH4413
 AH4413.Click photographs - Photos may exist for this station.
 AH4413
 AH4413.The dynamic height is computed by dividing the NAVD 88
 AH4413.geopotential number by the normal gravity value computed on the
 AH4413.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH4413.degrees latitude (g = 980.6199 gals.).
 AH4413
 AH4413.The modeled gravity was interpolated from observed gravity values.
 AH4413
 AH4413;                    North         East    Units  Estimated Accuracy
 AH4413;SPC MN S     -   307,323.5     862,557.0     MT  (+/- 3 meters HH1 GPS) 
 AH4413
 AH4413_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK8353367770(NAD 83)
 AH4413
 AH4413                          SUPERSEDED SURVEY CONTROL
 AH4413
 AH4413  NAVD 88 (06/08/00)  249.858  (m)          819.74   (f) SUPERSEDED  2 1
 AH4413
 AH4413.Superseded values are not recommended for survey control.
 AH4413
 AH4413.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH4413.See file dsdata.pdf to determine how the superseded data were derived.
 AH4413
 AH4413_MARKER: DV = VERTICAL CONTROL DISK
 AH4413_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AH4413_SP_SET: BRIDGE RAILING
 AH4413_STAMPING: 2785 PP 1982
 AH4413_MARK LOGO: MNHD
 AH4413_PROJECTION: FLUSH
 AH4413_MAGNETIC: N = NO MAGNETIC MATERIAL
 AH4413_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AH4413_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AH4413+SATELLITE: SATELLITE OBSERVATIONS - June 12, 2014
 AH4413
 AH4413  HISTORY     - Date     Condition        Report By
 AH4413  HISTORY     - 19820401 MONUMENTED       MNHD
 AH4413  HISTORY     - 20041006 GOOD             USPSQD
 AH4413  HISTORY     - 20070814 GOOD             MNDT
 AH4413  HISTORY     - 20100519 GOOD             MNDT
 AH4413  HISTORY     - 20140612 GOOD             MNDT
 AH4413
 AH4413                          STATION DESCRIPTION
 AH4413
 AH4413'DESCRIBED BY MN HIGHWAY DEPT 1982 (OCO)
 AH4413'THE MARK IS LOCATED IN THE CITY OF ST. PAUL, AT THE BRIDGE CARRYING
 AH4413'EASTBOUND TRUNK HIGHWAY 5 (FROM EASTBOUND INTERSTATE HIGHWAY 494) OVER
 AH4413'HIGHWAY 494, AND IS IN THE SE 1/4 OF SECTION 31, T28N, R23W. THE MARK,
 AH4413'A STANDARD MNDT VERTICAL CONTROL MONUMENT DISK STAMPED---2785 PP
 AH4413'1982---, IS SET IN THE TOP OF THE RAILING AT THE SOUTHEAST CORNER OF
 AH4413'THE BRIDGE (NUMBER 27984).  THE MARK IS 24.5 FEET SOUTHEAST OF THE
 AH4413'CENTERLINE OF EASTBOUND HIGHWAY 5 AND 43.0 FEET SOUTHWEST OF THE
 AH4413'SOUTHEAST CORNER OF THE BRIDGE RAILING.
 AH4413
 AH4413                          STATION RECOVERY (2004)
 AH4413
 AH4413'RECOVERY NOTE BY US POWER SQUADRON 2004 (JRD)
 AH4413'RECOVERED IN GOOD CONDITION AS DESCRIBER WITH THE FOLLOWING
 AH4413'CORRECTION. REMOVE - IN THE CITY OF ST. PAUL - FROM THE DESCRIPTION.
 AH4413'SPSPS JRD.
 AH4413
 AH4413                          STATION RECOVERY (2007)
 AH4413
 AH4413'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (BLB)
 AH4413'THE MARK IS LOCATED ABOUT 8.2 MI (13.2 KM) WEST OF INVER GROVE
 AH4413'HEIGHTS, 8.0 MI (12.9 KM) SOUTHWEST OF SAINT PAUL AND 4.7 MI (7.6 KM)
 AH4413'EAST-NORTHEAST OF BLOOMINGTON.
 AH4413'
 AH4413'TO REACH TO THE MARK AT ST PAUL, IN THE TOP OF RAILING AT SOUTHEAST
 AH4413'CORNER OF EASTBOUND TRUNK HIGHWAY 5 FROM INTERSTATE HIGHWAY 494 BRIDGE
 AH4413'27984 OVER INTERSTATE HIGHWAY 494, GO 24.5 FT (7.5 M) SOUTHEAST OF
 AH4413'EASTBOUND TRUNK HIGHWAY 5, 43.0 FT (13.1 M) SOUTHWEST OF THE SOUTHEAST
 AH4413'CORNER OF BRIDGE RAILING.
 AH4413
 AH4413                          STATION RECOVERY (2010)
 AH4413
 AH4413'RECOVERY NOTE BY MN DEPT OF TRANSP 2010 (KMS)
 AH4413'RECOVERED AS DESCRIBED.
 AH4413
 AH4413                          STATION RECOVERY (2014)
 AH4413
 AH4413'RECOVERY NOTE BY MN DEPT OF TRANSP 2014 (DAS)
 AH4413'IN SAINT PAUL, IN THE TOP OF RAILING AT SOUTHEAST CORNER OF EASTBOUND
 AH4413'TRUNK HIGHWAY 5 AT TRUNK HIGHWAY 5 MILE POINT 61.8, BRIDGE NUMBER
 AH4413'27984 OVER INTERSTATE HIGHWAY 494, 24.5 FT (7.5 M) SOUTHEAST OF
 AH4413'EASTBOUND TRUNK HIGHWAY 5, 43.0 FT (13.1 M) SOUTHWEST OF THE SOUTHEAST
 AH4413'CORNER OF BRIDGE RAILING.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 AH4393 ***********************************************************************
 AH4393  DESIGNATION -  2785 QQ
 AH4393  PID         -  AH4393
 AH4393  STATE/COUNTY-  MN/HENNEPIN
 AH4393  COUNTRY     -  US
 AH4393  USGS QUAD   -  SAINT PAUL SW (2019)
 AH4393
 AH4393                         *CURRENT SURVEY CONTROL
 AH4393  ______________________________________________________________________
 AH4393* NAD 83(1986) POSITION- 44 51 44.04   (N) 093 12 52.18   (W)   HD_HELD1
 AH4393* NAVD 88 ORTHO HEIGHT -   250.490 (meters)      821.82  (feet) ADJUSTED
 AH4393  ______________________________________________________________________
 AH4393  GEOID HEIGHT    -        -27.262 (meters)                     GEOID18
 AH4393  DYNAMIC HEIGHT  -        250.481 (meters)      821.79  (feet) COMP
 AH4393  MODELED GRAVITY -    980,576.8   (mgal)                       NAVD 88
 AH4393
 AH4393  VERT ORDER      -  SECOND    CLASS I
 AH4393
 AH4393.The horizontal coordinates were determined by differentially corrected
 AH4393.hand held GPS observations or other comparable positioning techniques
 AH4393.and have an estimated accuracy of +/- 3 meters.
 AH4393
 AH4393.The orthometric height was determined by differential leveling and
 AH4393.adjusted by the NATIONAL GEODETIC SURVEY
 AH4393.in June 2000.
 AH4393
 AH4393.Significant digits in the geoid height do not necessarily reflect accuracy.
 AH4393.GEOID18 height accuracy estimate available here.
 AH4393
 AH4393.Click photographs - Photos may exist for this station.
 AH4393
 AH4393.The dynamic height is computed by dividing the NAVD 88
 AH4393.geopotential number by the normal gravity value computed on the
 AH4393.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH4393.degrees latitude (g = 980.6199 gals.).
 AH4393
 AH4393.The modeled gravity was interpolated from observed gravity values.
 AH4393
 AH4393;                    North         East    Units  Estimated Accuracy
 AH4393;SPC MN S     -   307,215.7     862,078.3     MT  (+/- 3 meters HH1 GPS) 
 AH4393
 AH4393_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK8305467668(NAD 83)
 AH4393
 AH4393                          SUPERSEDED SURVEY CONTROL
 AH4393
 AH4393.No superseded survey control is available for this station.
 AH4393
 AH4393_MARKER: DV = VERTICAL CONTROL DISK
 AH4393_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AH4393_SP_SET: BRIDGE RAILING
 AH4393_STAMPING: 2785 QQ 1982
 AH4393_MARK LOGO: MNDT
 AH4393_MAGNETIC: N = NO MAGNETIC MATERIAL
 AH4393_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AH4393_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AH4393+SATELLITE: SATELLITE OBSERVATIONS - October 26, 2011
 AH4393
 AH4393  HISTORY     - Date     Condition        Report By
 AH4393  HISTORY     - 1982     MONUMENTED       MNDT
 AH4393  HISTORY     - 20041006 GOOD             USPSQD
 AH4393  HISTORY     - 20070815 GOOD             MNDT
 AH4393  HISTORY     - 20100519 GOOD             MNDT
 AH4393  HISTORY     - 20111026 GOOD             MNDT
 AH4393
 AH4393                          STATION DESCRIPTION
 AH4393
 AH4393'DESCRIBED BY MN DEPT OF TRANSP 1982 (OCO)
 AH4393'THE MARK IS LOCATED IN THE CITY OF ST. PAUL, AT THE EASTBOUND
 AH4393'INTERSTATE HIGHWAY 494 BRIDGE (AT MILEPOINT 1.2) OVER THE WESTBOUND
 AH4393'TRUNK HIGHWAY FIVE CONNECTOR LOOP TO EASTBOUND HIGHWAY 494 AND IN THE
 AH4393'SE 1/4 OF SECTION 31, T28N, R23W.  THE MARK, A STANDARD MNDT VERTICAL
 AH4393'CONTROL MONUMENT STAMPED---2785 QQ 1982---, IS SET IN THE RAILING AT
 AH4393'THE SOUTHEAST CORNER OF THE BRIDGE (NUMBER 27767).  THE MARK IS 28.5
 AH4393'FEET SOUTH OF THE EASTBOUND CENTERLINE OF HIGHWAY 494 AND 23.1 FEET
 AH4393'WEST OF THE SOUTHEAST CORNER OF THE SOUTH BRIDGE RAILING.
 AH4393
 AH4393                          STATION RECOVERY (2004)
 AH4393
 AH4393'RECOVERY NOTE BY US POWER SQUADRON 2004 (JRD)
 AH4393'RECOVERED AS DESCRIBED IN GOOD CONDITION WITH THE FOLLOWING
 AH4393'CORRECTION. REMOVE- IN THE CITY OF ST. PAUL - FROM THE DESCRIPTION.
 AH4393'SPSPS JRD.
 AH4393
 AH4393                          STATION RECOVERY (2007)
 AH4393
 AH4393'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (VWC)
 AH4393'THE MARK IS LOCATED ABOUT 8.5 MI (13.7 KM) SOUTH-SOUTHEAST OF
 AH4393'MINNEAPOLIS, 8.2 MI (13.2 KM) SOUTHWEST OF SAINT PAUL AND 4.4 MI (7.1
 AH4393'KM) EAST-NORTHEAST OF BLOOMINGTON.
 AH4393'
 AH4393'TO REACH TO THE MARK IN BLOOMINGTON, IN THE TOP OF RAILING AT
 AH4393'SOUTHEAST CORNER OF EASTBOUND INTERSTATE HIGHWAY 494 BRIDGE 27767 OVER
 AH4393'WESTBOUND TRUNK HIGHWAY 5 CONNECTOR LOOP TO EASTBOUND INTERSTATE
 AH4393'HIGHWAY 494, GO 28.5 FT (8.7 M) SOUTH OF EASTBOUND INTERSTATE HIGHWAY
 AH4393'494, 23.1 FT (7.0 M) WEST OF THE SOUTHEAST CORNER OF BRIDGE RAILING.
 AH4393
 AH4393                          STATION RECOVERY (2010)
 AH4393
 AH4393'RECOVERY NOTE BY MN DEPT OF TRANSP 2010 (KMS)
 AH4393'RECOVERED AS DESCRIBED.
 AH4393
 AH4393                          STATION RECOVERY (2011)
 AH4393
 AH4393'RECOVERY NOTE BY MN DEPT OF TRANSP 2011 (DAS)
 AH4393'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 QO2411 ***********************************************************************
 QO2411  DESIGNATION -  2786 AB
 QO2411  PID         -  QO2411
 QO2411  STATE/COUNTY-  MN/HENNEPIN
 QO2411  COUNTRY     -  US
 QO2411  USGS QUAD   -  MINNEAPOLIS NORTH (2019)
 QO2411
 QO2411                         *CURRENT SURVEY CONTROL
 QO2411  ______________________________________________________________________
 QO2411* NAD 83(1986) POSITION- 45 04 33.24   (N) 093 19 56.03   (W)   HD_HELD1
 QO2411* NAVD 88 ORTHO HEIGHT -   267.243 (meters)      876.78  (feet) ADJUSTED
 QO2411  ______________________________________________________________________
 QO2411  GEOID HEIGHT    -        -27.241 (meters)                     GEOID18
 QO2411  DYNAMIC HEIGHT  -        267.239 (meters)      876.77  (feet) COMP
 QO2411  MODELED GRAVITY -    980,595.4   (mgal)                       NAVD 88
 QO2411
 QO2411  VERT ORDER      -  SECOND    CLASS I
 QO2411
 QO2411.The horizontal coordinates were determined by differentially corrected
 QO2411.hand held GPS observations or other comparable positioning techniques
 QO2411.and have an estimated accuracy of +/- 3 meters.
 QO2411
 QO2411.The orthometric height was determined by differential leveling and
 QO2411.adjusted by the NATIONAL GEODETIC SURVEY
 QO2411.in September 2013.
 QO2411
 QO2411.No vertical observational check was made to the station.
 QO2411
 QO2411.Significant digits in the geoid height do not necessarily reflect accuracy.
 QO2411.GEOID18 height accuracy estimate available here.
 QO2411
 QO2411.Click photographs - Photos may exist for this station.
 QO2411
 QO2411.The dynamic height is computed by dividing the NAVD 88
 QO2411.geopotential number by the normal gravity value computed on the
 QO2411.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QO2411.degrees latitude (g = 980.6199 gals.).
 QO2411
 QO2411.The modeled gravity was interpolated from observed gravity values.
 QO2411
 QO2411;                    North         East    Units  Estimated Accuracy
 QO2411;SPC MN S     -   330,876.2     852,579.9     MT  (+/- 3 meters HH1 GPS) 
 QO2411
 QO2411_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK7384991435(NAD 83)
 QO2411
 QO2411                          SUPERSEDED SURVEY CONTROL
 QO2411
 QO2411  NAVD 88 (06/23/95)  267.239  (m)          876.77   (f) SUPERSEDED  2 2
 QO2411
 QO2411.Superseded values are not recommended for survey control.
 QO2411
 QO2411.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QO2411.See file dsdata.pdf to determine how the superseded data were derived.
 QO2411
 QO2411_MARKER: DV = VERTICAL CONTROL DISK
 QO2411_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 QO2411_SP_SET: BRIDGE ABUTMENT
 QO2411_STAMPING: 2786 AB 1980
 QO2411_MARK LOGO: MNDT
 QO2411_MAGNETIC: N = NO MAGNETIC MATERIAL
 QO2411_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QO2411_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 QO2411+SATELLITE: SATELLITE OBSERVATIONS - May 28, 2008
 QO2411
 QO2411  HISTORY     - Date     Condition        Report By
 QO2411  HISTORY     - 1980     MONUMENTED       MNDT
 QO2411  HISTORY     - 19860209 GOOD             MNDT
 QO2411  HISTORY     - 20070730 GOOD             MNDT
 QO2411  HISTORY     - 20080528 GOOD             MNDT
 QO2411
 QO2411                          STATION DESCRIPTION
 QO2411
 QO2411'DESCRIBED BY MN DEPT OF TRANSP 1986
 QO2411'THE MARK IS LOCATED IN THE TOWN OF BROOKLYN CENTER, IN THE NW 1/4 OF
 QO2411'SECTION 34, T119N, R21W, AT THE JUNCTION OF TRUNK HIGHWAY 94 AND
 QO2411'TRUNK HIGHWAY 152 (BROOKLYN BOULEVARD) IN BROOKLUN CENTER.  THE MARK,
 QO2411'A STANDARD MNDT VERTICAL CONTROL MONUMENT DISK STAMPED---2786 AB
 QO2411'1980---, IS SET FLUSH IN A DRILL HOLE IN TOP OF THE NORTH END OF A
 QO2411'CONCRETE RETAINING WALL.  THE MARK IS BETWEEN THE SOUTHEAST CORNER OF
 QO2411'THE WESTBOUND TRUNK HIGHWAY 94 BRIDGE (NUMBER 27923) OVER TRUNK
 QO2411'HIGHWAY 152 AND THE EASTBOUND TRUNK HIGHWAY 94 BRIDGE (NUMBER 27924)
 QO2411'OVER TRUNK HIGHWAY 152.
 QO2411
 QO2411                          STATION RECOVERY (2007)
 QO2411
 QO2411'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (JJB)
 QO2411'THE MARK IS LOCATED ABOUT 7.4 MI (11.9 KM) NORTH-NORTHWEST OF
 QO2411'MINNEAPOLIS, 6.4 MI (10.3 KM) WEST OF NEW BRIGHTON AND 4.6 MI (7.4 KM)
 QO2411'SOUTHEAST OF OSSEO.
 QO2411'
 QO2411'TO REACH TO THE MARK AT BROOKLYN CENTER, AT THE JUNCTION OF COUNTY
 QO2411'ROAD 152 AND INTERSTATE HIGHWAY 94, IN THE TOP OF NORTH END OF
 QO2411'CONCERTINAING WALL BETWEEN SOUTHEAST CORNER OF WEST-BOUND BRIDGE AND
 QO2411'EASTBOUND BRIDGE, INTERSTATE HIGHWAY 94 OVER COUNTY ROAD 152.
 QO2411
 QO2411                          STATION RECOVERY (2008)
 QO2411
 QO2411'RECOVERY NOTE BY MN DEPT OF TRANSP 2008 (PJG)
 QO2411'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 QO2449 ***********************************************************************
 QO2449  DESIGNATION -  2786 AE
 QO2449  PID         -  QO2449
 QO2449  STATE/COUNTY-  MN/HENNEPIN
 QO2449  COUNTRY     -  US
 QO2449  USGS QUAD   -  MINNEAPOLIS NORTH (2019)
 QO2449
 QO2449                         *CURRENT SURVEY CONTROL
 QO2449  ______________________________________________________________________
 QO2449* NAD 83(1986) POSITION- 45 04 17.81   (N) 093 18 34.09   (W)   HD_HELD1
 QO2449* NAVD 88 ORTHO HEIGHT -   257.921 (meters)      846.20  (feet) ADJUSTED
 QO2449  ______________________________________________________________________
 QO2449  GEOID HEIGHT    -        -27.224 (meters)                     GEOID18
 QO2449  DYNAMIC HEIGHT  -        257.918 (meters)      846.19  (feet) COMP
 QO2449  MODELED GRAVITY -    980,598.3   (mgal)                       NAVD 88
 QO2449
 QO2449  VERT ORDER      -  SECOND    CLASS I
 QO2449
 QO2449.The horizontal coordinates were determined by differentially corrected
 QO2449.hand held GPS observations or other comparable positioning techniques
 QO2449.and have an estimated accuracy of +/- 3 meters.
 QO2449
 QO2449.The orthometric height was determined by differential leveling and
 QO2449.adjusted by the NATIONAL GEODETIC SURVEY
 QO2449.in September 2013.
 QO2449
 QO2449.No vertical observational check was made to the station.
 QO2449
 QO2449.Significant digits in the geoid height do not necessarily reflect accuracy.
 QO2449.GEOID18 height accuracy estimate available here.
 QO2449
 QO2449.Click photographs - Photos may exist for this station.
 QO2449
 QO2449.The dynamic height is computed by dividing the NAVD 88
 QO2449.geopotential number by the normal gravity value computed on the
 QO2449.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QO2449.degrees latitude (g = 980.6199 gals.).
 QO2449
 QO2449.The modeled gravity was interpolated from observed gravity values.
 QO2449
 QO2449;                    North         East    Units  Estimated Accuracy
 QO2449;SPC MN S     -   330,414.8     854,376.1     MT  (+/- 3 meters HH1 GPS) 
 QO2449
 QO2449_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK7563990952(NAD 83)
 QO2449
 QO2449                          SUPERSEDED SURVEY CONTROL
 QO2449
 QO2449  NAVD 88 (06/23/95)  257.920  (m)          846.19   (f) SUPERSEDED  2 2
 QO2449
 QO2449.Superseded values are not recommended for survey control.
 QO2449
 QO2449.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QO2449.See file dsdata.pdf to determine how the superseded data were derived.
 QO2449
 QO2449_MARKER: DV = VERTICAL CONTROL DISK
 QO2449_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 QO2449_SP_SET: BRIDGE WING WALL
 QO2449_STAMPING: 2786 AE 1980
 QO2449_MARK LOGO: MNDT
 QO2449_MAGNETIC: N = NO MAGNETIC MATERIAL
 QO2449_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QO2449_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 QO2449+SATELLITE: SATELLITE OBSERVATIONS - March 27, 2012
 QO2449
 QO2449  HISTORY     - Date     Condition        Report By
 QO2449  HISTORY     - 19800401 MONUMENTED       MNDT
 QO2449  HISTORY     - 19860209 GOOD             MNDT
 QO2449  HISTORY     - 20070730 GOOD             MNDT
 QO2449  HISTORY     - 20080520 GOOD             MNDT
 QO2449  HISTORY     - 20120327 GOOD             MNDT
 QO2449
 QO2449                          STATION DESCRIPTION
 QO2449
 QO2449'DESCRIBED BY MN DEPT OF TRANSP 1986
 QO2449'THE MARK IS LOCATED IN THE TOWN OF BROOKLYN CENTER, IN THE CENTER OF
 QO2449'SECTION 35, T119N, R21W, IN THE SOUTHEAST CORNER OF THE SHINGLE CREEK
 QO2449'BRIDGE (NUMBER 27925) OVER WESTBOUND TRUNK HIGHWAY 94, 1.2 MI
 QO2449'(1.9 KM) EAST ALONG TRUNK HIGHWAY 94 FROM ITS JUCTION WITH TRUNK
 QO2449'HIGHWAY 152 IN BROOKLYN CENTER.  THE MARK, A STANDARD MNDT VERTICAL
 QO2449'CONTROL MONUMENT DISK STAMPED---2786 AE 1980---, IS SET FLUSH IN A
 QO2449'DRILL HOLE IN THE TOP OF THE WINGWALL IN THE SOUTHEAST CORNER OF THE
 QO2449'BRIDGE.
 QO2449
 QO2449                          STATION RECOVERY (2007)
 QO2449
 QO2449'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (BLB)
 QO2449'THE MARK IS LOCATED ABOUT 6.7 MI (10.8 KM) NORTH-NORTHWEST OF
 QO2449'MINNEAPOLIS, 5.6 MI (9.0 KM) SOUTHEAST OF OSSEO AND 5.3 MI (8.5 KM)
 QO2449'WEST OF NEW BRIGHTON.
 QO2449'
 QO2449'TO REACH TO THE MARK AT BROOKLYN CENTER, GO 1.2 MI (1.9 KM) EAST OF
 QO2449'THE JUNCTION OF COUNTY ROAD 152 AND INTERSTATE HIGHWAY 94, IN
 QO2449'SOUTHEAST CORNER OF WEST-BOUND INTERSTATE HIGHWAY 94 BRIDGE 27925 OVER
 QO2449'SHINGLE CREEK.
 QO2449
 QO2449                          STATION RECOVERY (2008)
 QO2449
 QO2449'RECOVERY NOTE BY MN DEPT OF TRANSP 2008 (PJG)
 QO2449'THE MARK IS IN BROOKLYN CENTER, 1.2 MI (1.9 KM) EAST ALONG INTERSTATE
 QO2449'HIGHWAY 94 FROM THE JUNCTION OF COUNTY ROAD 152 AND INTERSTATE HIGHWAY
 QO2449'94, IN SOUTHEAST CORNER OF WESTBOUND INTERSTATE HIGHWAY 94 BRIDGE
 QO2449'NUMBER 27925 OVER SHINGLE CREEK.
 QO2449
 QO2449                          STATION RECOVERY (2012)
 QO2449
 QO2449'RECOVERY NOTE BY MN DEPT OF TRANSP 2012 (JBG)
 QO2449'IN BROOKLYN CENTER, IN BRIDGE WING WALL IN SOUTHEAST CORNER OF
 QO2449'WESTBOUND INTERSTATE HIGHWAY 94 BRIDGE NUMBER 27925 OVER SHINGLE
 QO2449'CREEK, 1.2 MI (1.9 KM) EAST ALONG INTERSTATE HIGHWAY 94  FROM THE
 QO2449'JUNCTION OF COUNTY ROAD 152 AND INTERSTATE HIGHWAY 94.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 QO2414 ***********************************************************************
 QO2414  DESIGNATION -  2786 AF
 QO2414  PID         -  QO2414
 QO2414  STATE/COUNTY-  MN/HENNEPIN
 QO2414  COUNTRY     -  US
 QO2414  USGS QUAD   -  MINNEAPOLIS NORTH (2019)
 QO2414
 QO2414                         *CURRENT SURVEY CONTROL
 QO2414  ______________________________________________________________________
 QO2414* NAD 83(1986) POSITION- 45 04 21.50   (N) 093 18 31.19   (W)   HD_HELD1
 QO2414* NAVD 88 ORTHO HEIGHT -   262.083 (meters)      859.85  (feet) ADJUSTED
 QO2414  ______________________________________________________________________
 QO2414  GEOID HEIGHT    -        -27.227 (meters)                     GEOID18
 QO2414  DYNAMIC HEIGHT  -        262.080 (meters)      859.84  (feet) COMP
 QO2414  MODELED GRAVITY -    980,598.3   (mgal)                       NAVD 88
 QO2414
 QO2414  VERT ORDER      -  SECOND    CLASS I
 QO2414
 QO2414.The horizontal coordinates were determined by differentially corrected
 QO2414.hand held GPS observations or other comparable positioning techniques
 QO2414.and have an estimated accuracy of +/- 3 meters.
 QO2414
 QO2414.The orthometric height was determined by differential leveling and
 QO2414.adjusted by the NATIONAL GEODETIC SURVEY
 QO2414.in September 2013.
 QO2414
 QO2414.No vertical observational check was made to the station.
 QO2414
 QO2414.Significant digits in the geoid height do not necessarily reflect accuracy.
 QO2414.GEOID18 height accuracy estimate available here.
 QO2414
 QO2414.Click photographs - Photos may exist for this station.
 QO2414
 QO2414.The dynamic height is computed by dividing the NAVD 88
 QO2414.geopotential number by the normal gravity value computed on the
 QO2414.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QO2414.degrees latitude (g = 980.6199 gals.).
 QO2414
 QO2414.The modeled gravity was interpolated from observed gravity values.
 QO2414
 QO2414;                    North         East    Units  Estimated Accuracy
 QO2414;SPC MN S     -   330,529.2     854,438.6     MT  (+/- 3 meters HH1 GPS) 
 QO2414
 QO2414_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK7570391066(NAD 83)
 QO2414
 QO2414                          SUPERSEDED SURVEY CONTROL
 QO2414
 QO2414  NAVD 88 (06/23/95)  262.078  (m)          859.83   (f) SUPERSEDED  2 2
 QO2414
 QO2414.Superseded values are not recommended for survey control.
 QO2414
 QO2414.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QO2414.See file dsdata.pdf to determine how the superseded data were derived.
 QO2414
 QO2414_MARKER: DV = VERTICAL CONTROL DISK
 QO2414_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 QO2414_SP_SET: BRIDGE RAILING
 QO2414_STAMPING: 2786 AF 1980
 QO2414_MARK LOGO: MNDT
 QO2414_MAGNETIC: N = NO MAGNETIC MATERIAL
 QO2414_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QO2414_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 QO2414+SATELLITE: SATELLITE OBSERVATIONS - March 27, 2012
 QO2414
 QO2414  HISTORY     - Date     Condition        Report By
 QO2414  HISTORY     - 19800401 MONUMENTED       MNDT
 QO2414  HISTORY     - 19860209 GOOD             MNDT
 QO2414  HISTORY     - 20070730 GOOD             MNDT
 QO2414  HISTORY     - 20080520 GOOD             MNDT
 QO2414  HISTORY     - 20120327 GOOD             MNDT
 QO2414
 QO2414                          STATION DESCRIPTION
 QO2414
 QO2414'DESCRIBED BY MN DEPT OF TRANSP 1986
 QO2414'THE MARK IS LOCATED IN THE TOWN OF BROOKLYN CENTER, IN THE CENTER OF
 QO2414'SECTION 35, T119, R21W, 1.2 MI (1.9 KM) EAST ALONG TRUNK HIGHWAY 94
 QO2414'FROM ITS JUNCTION WITH TRUNK HIGHWAY 152 (BROOKLYN BOULEVARD) IN
 QO2414'BROOKLYN CENTER.  THE MARK, A STANDARD MNDT VERTICAL CONTROL MONUMENT
 QO2414'DISK STAMPED---2786 AF 1980---, IS SET FLUSH IN A DRILL HOLE IN THE
 QO2414'TOP OF A RAILING AT THE SOUTHEAST CORNER OF THE WESTBOUND TRUNK
 QO2414'HIGHWAY 94 BRIDGE (NUMBER 27904) OVER SHINGLE CREEK.  THE BRIDGE
 QO2414'CARRIES THE RAMP FROM SHINGLE CREEK PARKWAY.
 QO2414
 QO2414                          STATION RECOVERY (2007)
 QO2414
 QO2414'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (BLB)
 QO2414'THE MARK IS LOCATED ABOUT 6.8 MI (10.9 KM) NORTH-NORTHWEST OF
 QO2414'MINNEAPOLIS, 5.6 MI (9.0 KM) SOUTHEAST OF OSSEO AND 5.3 MI (8.5 KM)
 QO2414'WEST OF NEW BRIGHTON.
 QO2414'
 QO2414'TO REACH TO THE MARK AT BROOKLYN CENTER, GO 1.2 MI (1.9 KM) EAST OF
 QO2414'THE JUNCTION OF COUNTY ROAD 152 (BROOKLYN BOULEVARD) AND INTERSTATE
 QO2414'HIGHWAY 94, IN THE TOP OF RAILING, SOUTHEAST CORNER OF BRIDGE,
 QO2414'WESTBOUND RAMP OVER SHINGLE CREEK FROM SHINGLE CREEK PARKWAY TO
 QO2414'INTERSTATE HIGHWAY 94.
 QO2414
 QO2414                          STATION RECOVERY (2008)
 QO2414
 QO2414'RECOVERY NOTE BY MN DEPT OF TRANSP 2008 (PJG)
 QO2414'THE MARK IS IN BROOKLYN CENTER, 1.2 MI (1.9 KM) EAST ALONG INTERSTATE
 QO2414'HIGHWAY 94 FROM THE JUNCTION OF COUNTY ROAD 152 (BROOKLYN BOULEVARD)
 QO2414'AND INTERSTATE HIGHWAY 94, IN THE TOP OF RAILING, SOUTHEAST CORNER OF
 QO2414'BRIDGE, WESTBOUND RAMP OVER SHINGLE CREEK FROM SHINGLE CREEK PARKWAY
 QO2414'TO INTERSTATE HIGHWAY 94.
 QO2414
 QO2414                          STATION RECOVERY (2012)
 QO2414
 QO2414'RECOVERY NOTE BY MN DEPT OF TRANSP 2012 (JBG)
 QO2414'IN BROOKLYN CENTER, IN BRIDGE RAILING IN SOUTHEAST CORNER OF WESTBOUND
 QO2414'INTERSTATE HIGHWAY 94 RAMP BRIDGE NUMBER 27904 OVER SHINGLE CREEK, 1.2
 QO2414'MI (1.9 KM) EAST ALONG INTERSTATE HIGHWAY 94  FROM THE JUNCTION OF
 QO2414'INTERSTATE HIGHWAY 94 AND COUNTY ROAD 152/ BROOKLYN BOULEVARD.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 QO2415 ***********************************************************************
 QO2415  DESIGNATION -  2786 AG
 QO2415  PID         -  QO2415
 QO2415  STATE/COUNTY-  MN/HENNEPIN
 QO2415  COUNTRY     -  US
 QO2415  USGS QUAD   -  MINNEAPOLIS NORTH (2019)
 QO2415
 QO2415                         *CURRENT SURVEY CONTROL
 QO2415  ______________________________________________________________________
 QO2415* NAD 83(1986) POSITION- 45 04 13.56   (N) 093 18 26.13   (W)   HD_HELD1
 QO2415* NAVD 88 ORTHO HEIGHT -   265.774 (meters)      871.96  (feet) ADJUSTED
 QO2415  ______________________________________________________________________
 QO2415  GEOID HEIGHT    -        -27.221 (meters)                     GEOID18
 QO2415  DYNAMIC HEIGHT  -        265.771 (meters)      871.95  (feet) COMP
 QO2415  MODELED GRAVITY -    980,599.0   (mgal)                       NAVD 88
 QO2415
 QO2415  VERT ORDER      -  SECOND    CLASS I
 QO2415
 QO2415.The horizontal coordinates were determined by differentially corrected
 QO2415.hand held GPS observations or other comparable positioning techniques
 QO2415.and have an estimated accuracy of +/- 3 meters.
 QO2415
 QO2415.The orthometric height was determined by differential leveling and
 QO2415.adjusted by the NATIONAL GEODETIC SURVEY
 QO2415.in September 2013.
 QO2415
 QO2415.No vertical observational check was made to the station.
 QO2415
 QO2415.Significant digits in the geoid height do not necessarily reflect accuracy.
 QO2415.GEOID18 height accuracy estimate available here.
 QO2415
 QO2415.Click photographs - Photos may exist for this station.
 QO2415
 QO2415.The dynamic height is computed by dividing the NAVD 88
 QO2415.geopotential number by the normal gravity value computed on the
 QO2415.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QO2415.degrees latitude (g = 980.6199 gals.).
 QO2415
 QO2415.The modeled gravity was interpolated from observed gravity values.
 QO2415
 QO2415;                    North         East    Units  Estimated Accuracy
 QO2415;SPC MN S     -   330,285.1     854,551.3     MT  (+/- 3 meters HH1 GPS) 
 QO2415
 QO2415_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK7581390820(NAD 83)
 QO2415
 QO2415                          SUPERSEDED SURVEY CONTROL
 QO2415
 QO2415  NAVD 88 (06/23/95)  265.773  (m)          871.96   (f) SUPERSEDED  2 2
 QO2415
 QO2415.Superseded values are not recommended for survey control.
 QO2415
 QO2415.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QO2415.See file dsdata.pdf to determine how the superseded data were derived.
 QO2415
 QO2415_MARKER: DV = VERTICAL CONTROL DISK
 QO2415_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 QO2415_SP_SET: BRIDGE RAILING
 QO2415_STAMPING: 2786 AG 1980
 QO2415_MARK LOGO: MNDT
 QO2415_MAGNETIC: N = NO MAGNETIC MATERIAL
 QO2415_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QO2415_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 QO2415+SATELLITE: SATELLITE OBSERVATIONS - March 27, 2012
 QO2415
 QO2415  HISTORY     - Date     Condition        Report By
 QO2415  HISTORY     - 19800401 MONUMENTED       MNDT
 QO2415  HISTORY     - 19860209 GOOD             MNDT
 QO2415  HISTORY     - 20070730 GOOD             MNDT
 QO2415  HISTORY     - 20080520 GOOD             MNDT
 QO2415  HISTORY     - 20120327 GOOD             MNDT
 QO2415
 QO2415                          STATION DESCRIPTION
 QO2415
 QO2415'DESCRIBED BY MN DEPT OF TRANSP 1986
 QO2415'THE MARK IS LOCATED IN THE TOWN OF BROOKLYN CENTER, IN THE SE 1/4 OF
 QO2415'SECTION 35, T119N, R21W, IN THE SOUTHEAST CORNER OF THE SHINGLE CREEK
 QO2415'PARKWAY BRIDGE (NUMBER 27910) OVER TRUNK HIGHWAY 94 AND TRUNK HIGHWAY
 QO2415'694 IN BROOKLYN CENTER.  THE MARK, A STANDARD MNDT VERTICAL CONTROL
 QO2415'MONUMENT DISK STAMPED---2786 AG 1980---, IS SET FLUSH IN A DRILL HOLE
 QO2415'IN TOP OF A RAILING IN THE SOUTHEAST CORNER OF THE BRIDGE.
 QO2415
 QO2415                          STATION RECOVERY (2007)
 QO2415
 QO2415'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (BLB)
 QO2415'THE MARK IS LOCATED ABOUT 6.6 MI (10.6 KM) NORTH-NORTHWEST OF
 QO2415'MINNEAPOLIS, 5.8 MI (9.3 KM) SOUTHEAST OF OSSEO AND 5.2 MI (8.4 KM)
 QO2415'WEST OF NEW BRIGHTON.
 QO2415'
 QO2415'TO REACH TO THE MARK AT BROOKLYN CENTER, IN THE TOP OF RAILING AT
 QO2415'SOUTHEAST CORNER OF SHINGLE CREEK PARKWAY BRIDGE 27910 OVER INTERSTATE
 QO2415'HIGHWAY 94.
 QO2415
 QO2415                          STATION RECOVERY (2008)
 QO2415
 QO2415'RECOVERY NOTE BY MN DEPT OF TRANSP 2008 (PJG)
 QO2415'THE MARK IS IN BROOKLYN CENTER, IN TOP OF RAILING AT SOUTHEAST CORNER
 QO2415'OF SHINGLE CREEK PARKWAY BRIDGE NUMBER 27910 OVER INTERSTATE HIGHWAY
 QO2415'94, 0.3 MILE NORTH ON SHINGLE CREEK PARKWAY FROM JUNCTION OF SHINGLE
 QO2415'CREEK PARKWAY AND SUMMIT DRIVE NORTH.
 QO2415
 QO2415                          STATION RECOVERY (2012)
 QO2415
 QO2415'RECOVERY NOTE BY MN DEPT OF TRANSP 2012 (JBG)
 QO2415'IN BROOKLYN CENTER, IN BRIDGE RAILING IN SOUTHEAST CORNER OF SHINGLE
 QO2415'CREEK PARKWAY BRIDGE NUMBER 27910 OVER INTERSTATE HIGHWAY 94, 0.3 MI
 QO2415'(0.5 KM) NORTH ALONG SHINGLE CREEK PARKWAY  FROM THE JUNCTION OF
 QO2415'SHINGLE CREEK PARKWAY AND SUMMIT DRIVE NORTH.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 QO2416 ***********************************************************************
 QO2416  DESIGNATION -  2786 AH
 QO2416  PID         -  QO2416
 QO2416  STATE/COUNTY-  MN/HENNEPIN
 QO2416  COUNTRY     -  US
 QO2416  USGS QUAD   -  MINNEAPOLIS NORTH (2019)
 QO2416
 QO2416                         *CURRENT SURVEY CONTROL
 QO2416  ______________________________________________________________________
 QO2416* NAD 83(1986) POSITION- 45 04 10.     (N) 093 18 09.     (W)   SCALED
 QO2416* NAVD 88 ORTHO HEIGHT -   264.195 (meters)      866.78  (feet) ADJUSTED
 QO2416  ______________________________________________________________________
 QO2416  GEOID HEIGHT    -        -27.219 (meters)                     GEOID18
 QO2416  DYNAMIC HEIGHT  -        264.192 (meters)      866.77  (feet) COMP
 QO2416  MODELED GRAVITY -    980,599.0   (mgal)                       NAVD 88
 QO2416
 QO2416  VERT ORDER      -  SECOND    CLASS II
 QO2416
 QO2416.The horizontal coordinates were scaled from a map and have
 QO2416.an estimated accuracy of +/- 6 seconds.
 QO2416
 QO2416.The orthometric height was determined by differential leveling and
 QO2416.adjusted by the NATIONAL GEODETIC SURVEY
 QO2416.in June 1995.
 QO2416
 QO2416.Significant digits in the geoid height do not necessarily reflect accuracy.
 QO2416.GEOID18 height accuracy estimate available here.
 QO2416
 QO2416.Click photographs - Photos may exist for this station.
 QO2416
 QO2416.The dynamic height is computed by dividing the NAVD 88
 QO2416.geopotential number by the normal gravity value computed on the
 QO2416.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QO2416.degrees latitude (g = 980.6199 gals.).
 QO2416
 QO2416.The modeled gravity was interpolated from observed gravity values.
 QO2416
 QO2416;                    North         East    Units  Estimated Accuracy
 QO2416;SPC MN S     -   330,180.      854,930.      MT  (+/- 180 meters Scaled)
 QO2416
 QO2416_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK761907(NAD 83)
 QO2416
 QO2416                          SUPERSEDED SURVEY CONTROL
 QO2416
 QO2416.No superseded survey control is available for this station.
 QO2416
 QO2416_MARKER: DV = VERTICAL CONTROL DISK
 QO2416_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 QO2416_SP_SET: BRIDGE RAILING
 QO2416_STAMPING: 2786 AH 1985
 QO2416_MARK LOGO: MNDT
 QO2416_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QO2416_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 QO2416+SATELLITE: SATELLITE OBSERVATIONS - August 12, 2019
 QO2416
 QO2416  HISTORY     - Date     Condition        Report By
 QO2416  HISTORY     - 1980     MONUMENTED       MNDT
 QO2416  HISTORY     - 19860209 GOOD             MNDT
 QO2416  HISTORY     - 20010606 MARK NOT FOUND   NGS
 QO2416  HISTORY     - 20190812 GOOD             MNDT
 QO2416
 QO2416                          STATION DESCRIPTION
 QO2416
 QO2416'DESCRIBED BY MN DEPT OF TRANSP 1986
 QO2416'THE MARK IS LOCATED IN THE TOWN OF BROOKLYN CENTER, IN THE SE 1/4 OF
 QO2416'SECTION 35, T119N, R21W, IN THE SOUTHEAST CORNER OF THE EASTBOUND
 QO2416'TRUNK HIGHWAY 694 BRIDGE (NUMBER 27904) OVER EASTBOUND TRUNK HIGHWAY
 QO2416'94 IN BROOKLYN CENTER.  THE MARK, A STANDARD MNDT VERTICAL CONTROL
 QO2416'MONUMENT DISK STAMPED---2786 AH 1980---, IS SET FLUSH IN A DRILL HOLE
 QO2416'IN TOP OF A RAILING IN THE SOUTHEAST CORNER OF THE BRIDGE.  THE
 QO2416'BRIDGE CARRIES THE RAMP FROM SHINGLE CREEK PARKWAY.
 QO2416
 QO2416                          STATION RECOVERY (2001)
 QO2416
 QO2416'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 QO2416'MARK NOT FOUND.
 QO2416
 QO2416                          STATION RECOVERY (2019)
 QO2416
 QO2416'RECOVERY NOTE BY MN DEPT OF TRANSP 2019 (DCH)
 QO2416'IN BROOKLYN CENTER, IN THE TOP OF THE RAILING AT THE SOUTHEAST CORNER
 QO2416'OF SHINGLE CREEK PARKWAY RAMP BRIDGE NUMBER 27909 TO EASTBOUND
 QO2416'INTERSTATE HIGHWAY 94 OVER SHINGLE CREEK, 0.3 MI (0.5 KM) EAST TOWARD
 QO2416'THE RAMP TO INTERSTATE HIGHWAY 694 FROM SHINGLE CREEK.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 QO2417 ***********************************************************************
 QO2417  DESIGNATION -  2786 AJ
 QO2417  PID         -  QO2417
 QO2417  STATE/COUNTY-  MN/HENNEPIN
 QO2417  COUNTRY     -  US
 QO2417  USGS QUAD   -  MINNEAPOLIS NORTH (2019)
 QO2417
 QO2417                         *CURRENT SURVEY CONTROL
 QO2417  ______________________________________________________________________
 QO2417* NAD 83(1986) POSITION- 45 04 06.85   (N) 093 18 00.33   (W)   HD_HELD1
 QO2417* NAVD 88 ORTHO HEIGHT -   266.480 (meters)      874.28  (feet) ADJUSTED
 QO2417  ______________________________________________________________________
 QO2417  GEOID HEIGHT    -        -27.217 (meters)                     GEOID18
 QO2417  DYNAMIC HEIGHT  -        266.477 (meters)      874.27  (feet) COMP
 QO2417  MODELED GRAVITY -    980,599.2   (mgal)                       NAVD 88
 QO2417
 QO2417  VERT ORDER      -  SECOND    CLASS I
 QO2417
 QO2417.The horizontal coordinates were determined by differentially corrected
 QO2417.hand held GPS observations or other comparable positioning techniques
 QO2417.and have an estimated accuracy of +/- 3 meters.
 QO2417
 QO2417.The orthometric height was determined by differential leveling and
 QO2417.adjusted by the NATIONAL GEODETIC SURVEY
 QO2417.in September 2013.
 QO2417
 QO2417.No vertical observational check was made to the station.
 QO2417
 QO2417.Significant digits in the geoid height do not necessarily reflect accuracy.
 QO2417.GEOID18 height accuracy estimate available here.
 QO2417
 QO2417.Click photographs - Photos may exist for this station.
 QO2417
 QO2417.The dynamic height is computed by dividing the NAVD 88
 QO2417.geopotential number by the normal gravity value computed on the
 QO2417.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QO2417.degrees latitude (g = 980.6199 gals.).
 QO2417
 QO2417.The modeled gravity was interpolated from observed gravity values.
 QO2417
 QO2417;                    North         East    Units  Estimated Accuracy
 QO2417;SPC MN S     -   330,082.8     855,117.4     MT  (+/- 3 meters HH1 GPS) 
 QO2417
 QO2417_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK7637690611(NAD 83)
 QO2417
 QO2417                          SUPERSEDED SURVEY CONTROL
 QO2417
 QO2417  NAVD 88 (06/23/95)  266.477  (m)          874.27   (f) SUPERSEDED  2 2
 QO2417
 QO2417.Superseded values are not recommended for survey control.
 QO2417
 QO2417.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QO2417.See file dsdata.pdf to determine how the superseded data were derived.
 QO2417
 QO2417_MARKER: DV = VERTICAL CONTROL DISK
 QO2417_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 QO2417_SP_SET: BRIDGE RAILING
 QO2417_STAMPING: 2786 AJ 1980
 QO2417_MARK LOGO: MNDT
 QO2417_MAGNETIC: N = NO MAGNETIC MATERIAL
 QO2417_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QO2417_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 QO2417+SATELLITE: SATELLITE OBSERVATIONS - March 27, 2012
 QO2417
 QO2417  HISTORY     - Date     Condition        Report By
 QO2417  HISTORY     - 19800401 MONUMENTED       MNDT
 QO2417  HISTORY     - 19860209 GOOD             MNDT
 QO2417  HISTORY     - 20070730 GOOD             MNDT
 QO2417  HISTORY     - 20080520 GOOD             MNDT
 QO2417  HISTORY     - 20120327 GOOD             MNDT
 QO2417
 QO2417                          STATION DESCRIPTION
 QO2417
 QO2417'DESCRIBED BY MN DEPT OF TRANSP 1986
 QO2417'THE MARK IS LOCATED IN THE TOWN OF BROOKLYN CENTER, IN THE SE 1/4 OF
 QO2417'SECTION 35, T119N, R21W, IN THE SOUTHEAST CORNER OF THE SOUTHBOUND
 QO2417'HUMBOLDT AVENUE BRIDGE (NUMBER 27913) OVER TRUNK HIGHWAY 94 AND TRUNK
 QO2417'HIGHWAY 694 IN BROOKLYN CENTER.  THE MARK, A STANDARD MNDT VERTICAL
 QO2417'CONTROL MONUMENT DISK STAMPED---2786 AJ 1980---,IS SET FLUSH IN A
 QO2417'DRILL HOLE IN TOP OF A RAILING IN THE SOUTHEAST CORNER OF THE BRIDGE.
 QO2417
 QO2417                          STATION RECOVERY (2007)
 QO2417
 QO2417'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (BLB)
 QO2417'THE MARK IS LOCATED ABOUT 6.4 MI (10.3 KM) NORTH-NORTHWEST OF
 QO2417'MINNEAPOLIS, 6.1 MI (9.8 KM) SOUTHEAST OF OSSEO AND 4.8 MI (7.7 KM)
 QO2417'WEST OF NEW BRIGHTON.
 QO2417'
 QO2417'TO REACH TO THE MARK AT BROOKLYN CENTER, IN THE TOP OF RAILING AT
 QO2417'SOUTHEAST CORNER OF SOUTH-BOUND HUMBOLDT AVENUE BRIDGE 27913 OVER
 QO2417'INTERSTATE HIGHWAY 94 AND INTERSTATE HIGHWAY 694.
 QO2417
 QO2417                          STATION RECOVERY (2008)
 QO2417
 QO2417'RECOVERY NOTE BY MN DEPT OF TRANSP 2008 (PJG)
 QO2417'RECOVERED AS DESCRIBED.
 QO2417
 QO2417                          STATION RECOVERY (2012)
 QO2417
 QO2417'RECOVERY NOTE BY MN DEPT OF TRANSP 2012 (JBG)
 QO2417'IN BROOKLYN CENTER, IN BRIDGE RAILING IN SOUTHEAST CORNER OF
 QO2417'SOUTHBOUND HUMBOLDT AVENUE BRIDGE NUMBER 27913 OVER INTERSTATE HIGHWAY
 QO2417'94 AND INTERSTATE HIGHWAY 694, 0.3 MI (0.5 KM) SOUTH ALONG HUMBOLDT
 QO2417'AVENUE TOWARD RAMP TO TRUNK HIGHWAY 100 SOUTH.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 QO2419 ***********************************************************************
 QO2419  DESIGNATION -  2786 AK 1
 QO2419  PID         -  QO2419
 QO2419  STATE/COUNTY-  MN/HENNEPIN
 QO2419  COUNTRY     -  US
 QO2419  USGS QUAD   -  MINNEAPOLIS NORTH (2019)
 QO2419
 QO2419                         *CURRENT SURVEY CONTROL
 QO2419  ______________________________________________________________________
 QO2419* NAD 83(1986) POSITION- 45 04 02.91   (N) 093 17 55.93   (W)   HD_HELD1
 QO2419* NAVD 88 ORTHO HEIGHT -   273.289 (meters)      896.62  (feet) ADJUSTED
 QO2419  ______________________________________________________________________
 QO2419  GEOID HEIGHT    -        -27.214 (meters)                     GEOID18
 QO2419  DYNAMIC HEIGHT  -        273.286 (meters)      896.61  (feet) COMP
 QO2419  MODELED GRAVITY -    980,599.4   (mgal)                       NAVD 88
 QO2419
 QO2419  VERT ORDER      -  SECOND    CLASS I
 QO2419
 QO2419.The horizontal coordinates were determined by differentially corrected
 QO2419.hand held GPS observations or other comparable positioning techniques
 QO2419.and have an estimated accuracy of +/- 3 meters.
 QO2419
 QO2419.The orthometric height was determined by differential leveling and
 QO2419.adjusted by the NATIONAL GEODETIC SURVEY
 QO2419.in June 1995.
 QO2419
 QO2419.Significant digits in the geoid height do not necessarily reflect accuracy.
 QO2419.GEOID18 height accuracy estimate available here.
 QO2419
 QO2419.Click photographs - Photos may exist for this station.
 QO2419
 QO2419.The dynamic height is computed by dividing the NAVD 88
 QO2419.geopotential number by the normal gravity value computed on the
 QO2419.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QO2419.degrees latitude (g = 980.6199 gals.).
 QO2419
 QO2419.The modeled gravity was interpolated from observed gravity values.
 QO2419
 QO2419;                    North         East    Units  Estimated Accuracy
 QO2419;SPC MN S     -   329,962.0     855,214.7     MT  (+/- 3 meters HH1 GPS) 
 QO2419
 QO2419_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK7647290489(NAD 83)
 QO2419
 QO2419                          SUPERSEDED SURVEY CONTROL
 QO2419
 QO2419.No superseded survey control is available for this station.
 QO2419
 QO2419_MARKER: DV = VERTICAL CONTROL DISK
 QO2419_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 QO2419_SP_SET: BRIDGE RAILING
 QO2419_STAMPING: 2786 AK 1 1980
 QO2419_MARK LOGO: MNDT
 QO2419_MAGNETIC: N = NO MAGNETIC MATERIAL
 QO2419_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QO2419_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 QO2419+SATELLITE: SATELLITE OBSERVATIONS - March 27, 2012
 QO2419
 QO2419  HISTORY     - Date     Condition        Report By
 QO2419  HISTORY     - 19800401 MONUMENTED       MNDT
 QO2419  HISTORY     - 19860209 GOOD             MNDT
 QO2419  HISTORY     - 19980604 GOOD             MNDT
 QO2419  HISTORY     - 20070726 GOOD             MNDT
 QO2419  HISTORY     - 20080520 GOOD             MNDT
 QO2419  HISTORY     - 20120327 GOOD             MNDT
 QO2419
 QO2419                          STATION DESCRIPTION
 QO2419
 QO2419'DESCRIBED BY MN DEPT OF TRANSP 1986
 QO2419'THE MARK IS LOCATED IN THE TOWN OF BROOKLYN CENTER, IN THE SW 1/4 OF
 QO2419'SECTION 36, T119N, R21W, IN THE SOUTHEAST CORNER OF THE NORTHBOUND
 QO2419'HUMBOLDT AVENUE BRIDGE (NUMBER 27914) OVER TRUNK HIGHWAY 94 AND TRUNK
 QO2419'HIGHWAY 694 IN BROOKLYN CENTER.  THE MARK, A STANDARD MNDT VERTICAL
 QO2419'CONTROL MONUMENT DISK STAMPED---2786 AK 1 1980---, IS SET FLUSH IN A
 QO2419'DRILL HOLE IN TOP OF A RAILING IN THE SOUTHEAST CORNER OF THE BRIDGE.
 QO2419
 QO2419                          STATION RECOVERY (1998)
 QO2419
 QO2419'RECOVERY NOTE BY MN DEPT OF TRANSP 1998 (WAS)
 QO2419'THE MARK WAS RECOVERED AS DESCRIBED.
 QO2419
 QO2419                          STATION RECOVERY (2007)
 QO2419
 QO2419'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (JJB)
 QO2419'THE MARK IS LOCATED ABOUT 6.3 MI (10.1 KM) NORTH-NORTHWEST OF
 QO2419'MINNEAPOLIS, 6.2 MI (10.0 KM) SOUTHEAST OF OSSEO AND 4.7 MI (7.6 KM)
 QO2419'WEST OF NEW BRIGHTON.
 QO2419'
 QO2419'TO REACH TO THE MARK AT BROOKLYN CENTER, SET IN THE TOP OF RAILING AT
 QO2419'SOUTHEAST CORNER OF NORTHBOUND HUMBOLDT AVENUE BRIDGE 27914 OVER
 QO2419'INTERSTATE HIGHWAY 94 AND INTERSTATE HIGHWAY 694.
 QO2419
 QO2419                          STATION RECOVERY (2008)
 QO2419
 QO2419'RECOVERY NOTE BY MN DEPT OF TRANSP 2008 (PJG)
 QO2419'RECOVERED AS DESCRIBED.
 QO2419
 QO2419                          STATION RECOVERY (2012)
 QO2419
 QO2419'RECOVERY NOTE BY MN DEPT OF TRANSP 2012 (JBG)
 QO2419'IN BROOKLYN CENTER, IN BRIDGE RAILING IN SOUTHEAST CORNER OF
 QO2419'NORTHBOUND HUMBOLDT AVENUE BRIDGE NUMBER 27914 OVER INTERSTATE HIGHWAY
 QO2419'94 AND INTERSTATE HIGHWAY 694.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 QO2418 ***********************************************************************
 QO2418  DESIGNATION -  2786 AK 2
 QO2418  PID         -  QO2418
 QO2418  STATE/COUNTY-  MN/HENNEPIN
 QO2418  COUNTRY     -  US
 QO2418  USGS QUAD   -  MINNEAPOLIS NORTH (2019)
 QO2418
 QO2418                         *CURRENT SURVEY CONTROL
 QO2418  ______________________________________________________________________
 QO2418* NAD 83(1986) POSITION- 45 04 12.53   (N) 093 17 59.09   (W)   HD_HELD1
 QO2418* NAVD 88 ORTHO HEIGHT -   268.064 (meters)      879.47  (feet) ADJUSTED
 QO2418  ______________________________________________________________________
 QO2418  GEOID HEIGHT    -        -27.221 (meters)                     GEOID18
 QO2418  DYNAMIC HEIGHT  -        268.061 (meters)      879.46  (feet) COMP
 QO2418  MODELED GRAVITY -    980,599.3   (mgal)                       NAVD 88
 QO2418
 QO2418  VERT ORDER      -  SECOND    CLASS I
 QO2418
 QO2418.The horizontal coordinates were determined by differentially corrected
 QO2418.hand held GPS observations or other comparable positioning techniques
 QO2418.and have an estimated accuracy of +/- 3 meters.
 QO2418
 QO2418.The orthometric height was determined by differential leveling and
 QO2418.adjusted by the NATIONAL GEODETIC SURVEY
 QO2418.in September 2013.
 QO2418
 QO2418.No vertical observational check was made to the station.
 QO2418
 QO2418.Significant digits in the geoid height do not necessarily reflect accuracy.
 QO2418.GEOID18 height accuracy estimate available here.
 QO2418
 QO2418.Click photographs - Photos may exist for this station.
 QO2418
 QO2418.The dynamic height is computed by dividing the NAVD 88
 QO2418.geopotential number by the normal gravity value computed on the
 QO2418.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QO2418.degrees latitude (g = 980.6199 gals.).
 QO2418
 QO2418.The modeled gravity was interpolated from observed gravity values.
 QO2418
 QO2418;                    North         East    Units  Estimated Accuracy
 QO2418;SPC MN S     -   330,258.3     855,143.0     MT  (+/- 3 meters HH1 GPS) 
 QO2418
 QO2418_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK7640490786(NAD 83)
 QO2418
 QO2418                          SUPERSEDED SURVEY CONTROL
 QO2418
 QO2418  NAVD 88 (06/23/95)  268.062  (m)          879.47   (f) SUPERSEDED  2 2
 QO2418
 QO2418.Superseded values are not recommended for survey control.
 QO2418
 QO2418.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QO2418.See file dsdata.pdf to determine how the superseded data were derived.
 QO2418
 QO2418_MARKER: DV = VERTICAL CONTROL DISK
 QO2418_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 QO2418_SP_SET: BRIDGE RAILING
 QO2418_STAMPING: 2786 AK 2 1980
 QO2418_MARK LOGO: MNDT
 QO2418_MAGNETIC: N = NO MAGNETIC MATERIAL
 QO2418_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QO2418_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 QO2418+SATELLITE: SATELLITE OBSERVATIONS - March 27, 2012
 QO2418
 QO2418  HISTORY     - Date     Condition        Report By
 QO2418  HISTORY     - 19800401 MONUMENTED       MNDT
 QO2418  HISTORY     - 19860209 GOOD             MNDT
 QO2418  HISTORY     - 20070730 GOOD             MNDT
 QO2418  HISTORY     - 20080520 GOOD             MNDT
 QO2418  HISTORY     - 20120327 GOOD             MNDT
 QO2418
 QO2418                          STATION DESCRIPTION
 QO2418
 QO2418'DESCRIBED BY MN DEPT OF TRANSP 1986
 QO2418'THE MARK IS LOCATED IN THE TOWN OF BROOKLYN CENTER, IN THE SW 1/4 OF
 QO2418'SECTION 36, T119N, R21W, IN THE NORTHEAST CORNER OF THE NORTHBOUND
 QO2418'HUMBOLDT AVENUE BRIDGE (NUMBER 27914) OVER TRUNK HIGHWAY 94 AND TRUNK
 QO2418'HIGHWAY 694 IN BROOKLYN CENTER.  THE MARK, A STANDARD MNDT VERTICAL
 QO2418'CONTROL MONUMENT DISK STAMPED---2876 AK 2 1980---, IS SET FLUSH IN A
 QO2418'DRILL HOLE IN TOP OF A RAILING IN THE NORTHEAST CORNER OF THE BRIDGE.
 QO2418
 QO2418                          STATION RECOVERY (2007)
 QO2418
 QO2418'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (BLB)
 QO2418'THE MARK IS LOCATED ABOUT 6.5 MI (10.5 KM) NORTH-NORTHWEST OF
 QO2418'MINNEAPOLIS, 6.1 MI (9.8 KM) SOUTHEAST OF OSSEO AND 4.8 MI (7.7 KM)
 QO2418'WEST OF NEW BRIGHTON.
 QO2418'
 QO2418'TO REACH TO THE MARK AT BROOKLYN CENTER, SET IN THE TOP OF RAILING AT
 QO2418'NORTHEAST CORNER OF NORTHBOUND HUMBOLDT AVENUE BRIDGE 27914 OVER
 QO2418'INTERSTATE HIGHWAY 94 AND INTERSTATE HIGHWAY 694.
 QO2418
 QO2418                          STATION RECOVERY (2008)
 QO2418
 QO2418'RECOVERY NOTE BY MN DEPT OF TRANSP 2008 (PJG)
 QO2418'RECOVERED AS DESCRIBED.
 QO2418
 QO2418                          STATION RECOVERY (2012)
 QO2418
 QO2418'RECOVERY NOTE BY MN DEPT OF TRANSP 2012 (JBG)
 QO2418'IN BROOKLYN CENTER, IN BRIDGE RAILING IN NORTHEAST CORNER OF
 QO2418'NORTHBOUND HUMBOLDT AVENUE BRIDGE NUMBER 27914 OVER INTERSTATE HIGHWAY
 QO2418'94 AND INTERSTATE HIGHWAY 694.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 QO2422 ***********************************************************************
 QO2422  DESIGNATION -  2786 AL 1
 QO2422  PID         -  QO2422
 QO2422  STATE/COUNTY-  MN/HENNEPIN
 QO2422  COUNTRY     -  US
 QO2422  USGS QUAD   -  MINNEAPOLIS NORTH (2019)
 QO2422
 QO2422                         *CURRENT SURVEY CONTROL
 QO2422  ______________________________________________________________________
 QO2422* NAD 83(1986) POSITION- 45 04 06.60   (N) 093 17 54.06   (W)   HD_HELD1
 QO2422* NAVD 88 ORTHO HEIGHT -   265.836 (meters)      872.16  (feet) ADJUSTED
 QO2422  ______________________________________________________________________
 QO2422  GEOID HEIGHT    -        -27.217 (meters)                     GEOID18
 QO2422  DYNAMIC HEIGHT  -        265.833 (meters)      872.15  (feet) COMP
 QO2422  MODELED GRAVITY -    980,599.4   (mgal)                       NAVD 88
 QO2422
 QO2422  VERT ORDER      -  SECOND    CLASS I
 QO2422
 QO2422.The horizontal coordinates were determined by differentially corrected
 QO2422.hand held GPS observations or other comparable positioning techniques
 QO2422.and have an estimated accuracy of +/- 3 meters.
 QO2422
 QO2422.The orthometric height was determined by differential leveling and
 QO2422.adjusted by the NATIONAL GEODETIC SURVEY
 QO2422.in September 2013.
 QO2422
 QO2422.No vertical observational check was made to the station.
 QO2422
 QO2422.Significant digits in the geoid height do not necessarily reflect accuracy.
 QO2422.GEOID18 height accuracy estimate available here.
 QO2422
 QO2422.Click photographs - Photos may exist for this station.
 QO2422
 QO2422.The dynamic height is computed by dividing the NAVD 88
 QO2422.geopotential number by the normal gravity value computed on the
 QO2422.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QO2422.degrees latitude (g = 980.6199 gals.).
 QO2422
 QO2422.The modeled gravity was interpolated from observed gravity values.
 QO2422
 QO2422;                    North         East    Units  Estimated Accuracy
 QO2422;SPC MN S     -   330,076.2     855,254.6     MT  (+/- 3 meters HH1 GPS) 
 QO2422
 QO2422_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK7651390603(NAD 83)
 QO2422
 QO2422                          SUPERSEDED SURVEY CONTROL
 QO2422
 QO2422  NAVD 88 (06/23/95)  265.836  (m)          872.16   (f) SUPERSEDED  2 2
 QO2422
 QO2422.Superseded values are not recommended for survey control.
 QO2422
 QO2422.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QO2422.See file dsdata.pdf to determine how the superseded data were derived.
 QO2422
 QO2422_MARKER: DV = VERTICAL CONTROL DISK
 QO2422_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 QO2422_SP_SET: BRIDGE RAILING
 QO2422_STAMPING: 2786 AL 1 1980
 QO2422_MARK LOGO: MNDT
 QO2422_MAGNETIC: N = NO MAGNETIC MATERIAL
 QO2422_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QO2422_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 QO2422+SATELLITE: SATELLITE OBSERVATIONS - March 27, 2012
 QO2422
 QO2422  HISTORY     - Date     Condition        Report By
 QO2422  HISTORY     - 19800401 MONUMENTED       MNDT
 QO2422  HISTORY     - 19860209 GOOD             MNDT
 QO2422  HISTORY     - 20070731 GOOD             MNDT
 QO2422  HISTORY     - 20080520 GOOD             MNDT
 QO2422  HISTORY     - 20120327 GOOD             MNDT
 QO2422
 QO2422                          STATION DESCRIPTION
 QO2422
 QO2422'DESCRIBED BY MN DEPT OF TRANSP 1986
 QO2422'THE MARK IS LOCATED IN THE TOWN OF BROOKLYN CENTER, IN THE SW 1/4 OF
 QO2422'SECTION 36, T119N, R21W, IN THE SOUTHWEST CORNER OF THE NORTHBOUND
 QO2422'TRUNK HIGHWAY 100 BRIDGE (NUMBER 27982) OVER TRUNK HIGHWAY 94 IN
 QO2422'BROOKLYN CENTER.  THE MARK, A STANDARD MNDT VERTICAL CONTROL MONUMENT
 QO2422'DISK STAMPED---2786 AL 1 1980---, IS SET FLUSH IN A DRILL HOLE.
 QO2422
 QO2422                          STATION RECOVERY (2007)
 QO2422
 QO2422'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (JJB)
 QO2422'THE MARK IS LOCATED ABOUT 6.3 MI (10.1 KM) NORTH-NORTHWEST OF
 QO2422'MINNEAPOLIS, 6.2 MI (10.0 KM) SOUTHEAST OF OSSEO AND 4.7 MI (7.6 KM)
 QO2422'WEST OF NEW BRIGHTON.
 QO2422'
 QO2422'TO REACH TO THE MARK AT BROOKLYN CENTER, IN SOUTHEAST CORNER OF
 QO2422'NORTHBOUND TRUNK HIGHWAY 100 BRIDGE 27982 OVER INTERSTATE HIGHWAY 694.
 QO2422
 QO2422                          STATION RECOVERY (2008)
 QO2422
 QO2422'RECOVERY NOTE BY MN DEPT OF TRANSP 2008 (PJG)
 QO2422'THE MARK IS LOCATED ABOUT 6.3 MI (10.1 KM) NORTH-NORTHWEST OF
 QO2422'MINNEAPOLIS, 6.2 MI (10.0 KM) SOUTHEAST OF OSSEO AND 4.7 MI (7.6 KM)
 QO2422'WEST OF NEW BRIGHTON.
 QO2422'
 QO2422'TO REACH TO THE MARK AT BROOKLYN CENTER, IN SOUTHEAST CORNER OF
 QO2422'NORTHBOUND TRUNK HIGHWAY 100 BRIDGE 27982 OVER INTERSTATE HIGHWAY 694.
 QO2422
 QO2422                          STATION RECOVERY (2012)
 QO2422
 QO2422'RECOVERY NOTE BY MN DEPT OF TRANSP 2012 (JBG)
 QO2422'IN BROOKLYN CENTER, IN BRIDGE RAILING IN SOUTHEAST CORNER OF
 QO2422'NORTHBOUND TRUNK HIGHWAY 100 BRIDGE NUMBER 27982 OVER INTERSTATE
 QO2422'HIGHWAY 94.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 QO2423 ***********************************************************************
 QO2423  DESIGNATION -  2786 AM 1
 QO2423  PID         -  QO2423
 QO2423  STATE/COUNTY-  MN/HENNEPIN
 QO2423  COUNTRY     -  US
 QO2423  USGS QUAD   -  MINNEAPOLIS NORTH (2019)
 QO2423
 QO2423                         *CURRENT SURVEY CONTROL
 QO2423  ______________________________________________________________________
 QO2423* NAD 83(1986) POSITION- 45 04 10.     (N) 093 17 54.     (W)   SCALED
 QO2423* NAVD 88 ORTHO HEIGHT -   267.000 (meters)      875.98  (feet) ADJUSTED
 QO2423  ______________________________________________________________________
 QO2423  GEOID HEIGHT    -        -27.219 (meters)                     GEOID18
 QO2423  DYNAMIC HEIGHT  -        266.998 (meters)      875.98  (feet) COMP
 QO2423  MODELED GRAVITY -    980,599.3   (mgal)                       NAVD 88
 QO2423
 QO2423  VERT ORDER      -  SECOND    CLASS I
 QO2423
 QO2423.The horizontal coordinates were scaled from a map and have
 QO2423.an estimated accuracy of +/- 6 seconds.
 QO2423
 QO2423.The orthometric height was determined by differential leveling and
 QO2423.adjusted by the NATIONAL GEODETIC SURVEY
 QO2423.in September 2013.
 QO2423
 QO2423.No vertical observational check was made to the station.
 QO2423
 QO2423.Significant digits in the geoid height do not necessarily reflect accuracy.
 QO2423.GEOID18 height accuracy estimate available here.
 QO2423
 QO2423.Click photographs - Photos may exist for this station.
 QO2423
 QO2423.The dynamic height is computed by dividing the NAVD 88
 QO2423.geopotential number by the normal gravity value computed on the
 QO2423.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QO2423.degrees latitude (g = 980.6199 gals.).
 QO2423
 QO2423.The modeled gravity was interpolated from observed gravity values.
 QO2423
 QO2423;                    North         East    Units  Estimated Accuracy
 QO2423;SPC MN S     -   330,180.      855,260.      MT  (+/- 180 meters Scaled)
 QO2423
 QO2423_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK765907(NAD 83)
 QO2423
 QO2423                          SUPERSEDED SURVEY CONTROL
 QO2423
 QO2423  NAVD 88 (06/23/95)  266.999  (m)          875.98   (f) SUPERSEDED  2 2
 QO2423
 QO2423.Superseded values are not recommended for survey control.
 QO2423
 QO2423.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QO2423.See file dsdata.pdf to determine how the superseded data were derived.
 QO2423
 QO2423_MARKER: DV = VERTICAL CONTROL DISK
 QO2423_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 QO2423_SP_SET: BRIDGE RAILING
 QO2423_STAMPING: 2786 AM 1 1985
 QO2423_MARK LOGO: MNDT
 QO2423_MAGNETIC: N = NO MAGNETIC MATERIAL
 QO2423_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QO2423_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 QO2423+SATELLITE: SATELLITE OBSERVATIONS - March 27, 2012
 QO2423
 QO2423  HISTORY     - Date     Condition        Report By
 QO2423  HISTORY     - 19820401 MONUMENTED       MNDT
 QO2423  HISTORY     - 19860209 GOOD             MNDT
 QO2423  HISTORY     - 20070730 GOOD             MNDT
 QO2423  HISTORY     - 20080520 GOOD             MNDT
 QO2423  HISTORY     - 20120327 GOOD             MNDT
 QO2423
 QO2423                          STATION DESCRIPTION
 QO2423
 QO2423'DESCRIBED BY MN DEPT OF TRANSP 1986
 QO2423'THE MARK IS LOCATED IN THE TOWN OF BROOKLYN CENTER, IN THE SW 1/4 OF
 QO2423'SECTION 36, T119N, R21W, IN THE NORTHWEST CORNER OF THE WESTBOUND
 QO2423'TRUNK HIGHWAY 694 TO SOUTHBOUND TRUNK HIGHWAY 100 BRIDGE (NUMBER
 QO2423'27962) OVER EASTBOUND TRUNK HIGHWAY 94 AND EASTBOUND TRUNK HIGHWAY
 QO2423'694 IN BROOKLYN CENTER.  THE MARK, A STANDARD MNDT VERTICAL CONTROL
 QO2423'MONUMENT DISK STAMPED---2786 AM 1 1982---, IS SET FLUSH IN THE TOP OF
 QO2423'THE CRASH RAILING IN THE NORTHWEST CORNER (ABUTMENT) OF THE BRIDGE.
 QO2423
 QO2423                          STATION RECOVERY (2007)
 QO2423
 QO2423'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (JJB)
 QO2423'THE MARK IS LOCATED ABOUT 6.4 MI (10.3 KM) NORTH-NORTHWEST OF
 QO2423'MINNEAPOLIS, 6.1 MI (9.8 KM) SOUTHEAST OF OSSEO AND 4.7 MI (7.6 KM)
 QO2423'WEST OF NEW BRIGHTON.
 QO2423'
 QO2423'TO REACH TO THE MARK AT BROOKLYN CENTER, IN THE TOP OF RAILING AT
 QO2423'WESTERLY OR SOUTHWEST CORNER OF SOUTH-BOUND TRUNK HIGHWAY 100 BRIDGE
 QO2423'27962 OVER EASTBOUND INTERSTATE HIGHWAY 94 AND EASTBOUND INTERSTATE
 QO2423'HIGHWAY 694, NO GPS UNDER HUMBOLDT AVENUE.
 QO2423
 QO2423                          STATION RECOVERY (2008)
 QO2423
 QO2423'RECOVERY NOTE BY MN DEPT OF TRANSP 2008 (PJG)
 QO2423'THE MARK IS IN BROOKLYN CENTER, IN TOP OF RAILING AT WESTERLY OR
 QO2423'SOUTHWEST CORNER OF SOUTHBOUND TRUNK HIGHWAY 100 BRIDGE NUMBER 27962
 QO2423'OVER EASTBOUND INTERSTATE HIGHWAY 94 AND EASTBOUND INTERSTATE HIGHWAY
 QO2423'694.
 QO2423
 QO2423                          STATION RECOVERY (2012)
 QO2423
 QO2423'RECOVERY NOTE BY MN DEPT OF TRANSP 2012 (JBG)
 QO2423'IN BROOKLYN CENTER, IN BRIDGE RAILING AT WESTERLY OR SOUTHWEST CORNER
 QO2423'OF SOUTHBOUND TRUNK HIGHWAY 100 BRIDGE NUMBER 27962 OVER EASTBOUND
 QO2423'INTERSTATE HIGHWAY 94 AND EASTBOUND INTERSTATE HIGHWAY 694.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 QO2424 ***********************************************************************
 QO2424  DESIGNATION -  2786 AM 2
 QO2424  PID         -  QO2424
 QO2424  STATE/COUNTY-  MN/HENNEPIN
 QO2424  COUNTRY     -  US
 QO2424  USGS QUAD   -  MINNEAPOLIS NORTH (2019)
 QO2424
 QO2424                         *CURRENT SURVEY CONTROL
 QO2424  ______________________________________________________________________
 QO2424* NAD 83(1986) POSITION- 45 04 12.05   (N) 093 17 49.14   (W)   HD_HELD1
 QO2424* NAVD 88 ORTHO HEIGHT -   264.239 (meters)      866.92  (feet) ADJUSTED
 QO2424  ______________________________________________________________________
 QO2424  GEOID HEIGHT    -        -27.221 (meters)                     GEOID18
 QO2424  DYNAMIC HEIGHT  -        264.236 (meters)      866.91  (feet) COMP
 QO2424  MODELED GRAVITY -    980,599.4   (mgal)                       NAVD 88
 QO2424
 QO2424  VERT ORDER      -  SECOND    CLASS I
 QO2424
 QO2424.The horizontal coordinates were determined by differentially corrected
 QO2424.hand held GPS observations or other comparable positioning techniques
 QO2424.and have an estimated accuracy of +/- 3 meters.
 QO2424
 QO2424.The orthometric height was determined by differential leveling and
 QO2424.adjusted by the NATIONAL GEODETIC SURVEY
 QO2424.in September 2013.
 QO2424
 QO2424.No vertical observational check was made to the station.
 QO2424
 QO2424.Significant digits in the geoid height do not necessarily reflect accuracy.
 QO2424.GEOID18 height accuracy estimate available here.
 QO2424
 QO2424.Click photographs - Photos may exist for this station.
 QO2424
 QO2424.The dynamic height is computed by dividing the NAVD 88
 QO2424.geopotential number by the normal gravity value computed on the
 QO2424.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QO2424.degrees latitude (g = 980.6199 gals.).
 QO2424
 QO2424.The modeled gravity was interpolated from observed gravity values.
 QO2424
 QO2424;                    North         East    Units  Estimated Accuracy
 QO2424;SPC MN S     -   330,245.4     855,360.8     MT  (+/- 3 meters HH1 GPS) 
 QO2424
 QO2424_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK7662190770(NAD 83)
 QO2424
 QO2424                          SUPERSEDED SURVEY CONTROL
 QO2424
 QO2424  NAVD 88 (06/23/95)  264.238  (m)          866.92   (f) SUPERSEDED  2 2
 QO2424
 QO2424.Superseded values are not recommended for survey control.
 QO2424
 QO2424.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QO2424.See file dsdata.pdf to determine how the superseded data were derived.
 QO2424
 QO2424_MARKER: DV = VERTICAL CONTROL DISK
 QO2424_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 QO2424_SP_SET: BRIDGE RAILING
 QO2424_STAMPING: 2786 AM 2 1985
 QO2424_MARK LOGO: MNDT
 QO2424_MAGNETIC: N = NO MAGNETIC MATERIAL
 QO2424_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QO2424_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 QO2424+SATELLITE: SATELLITE OBSERVATIONS - March 27, 2012
 QO2424
 QO2424  HISTORY     - Date     Condition        Report By
 QO2424  HISTORY     - 19820401 MONUMENTED       MNDT
 QO2424  HISTORY     - 19860209 GOOD             MNDT
 QO2424  HISTORY     - 20070730 GOOD             MNDT
 QO2424  HISTORY     - 20080520 GOOD             MNDT
 QO2424  HISTORY     - 20120327 GOOD             MNDT
 QO2424
 QO2424                          STATION DESCRIPTION
 QO2424
 QO2424'DESCRIBED BY MN DEPT OF TRANSP 1986
 QO2424'THE MARK IS LOCATED IN THE TOWN OF BROOKLYN CENTER, IN THE SW 1/4 OF
 QO2424'SECTION 36, T119N, R21W, IN THE NORTHEAST CORNER OF THE WESTBOUND
 QO2424'TRUNK HIGHWAY 694 TO SOUTHBOUND TRUNK HIGHWAY 100 BRIDGE (NUMBER
 QO2424'27962) OVER EASTBOUND TRUNK HIGHWAY 94 AND EASTBOUND TRUNK HIGHWAY
 QO2424'694 IN BROOKLYN CENTER.  THE MARK, A STANDARD MNDT VERTICAL CONTROL
 QO2424'MONUMENT DISK STAMPED---2786 AM 2 1982---, IS SET FLUSH IN A DRILL
 QO2424'HOLE IN THE TOP OF A CRASH RAILING IN THE NORTHEAST CORNER (ABUTMENT)
 QO2424'OF THE BRIDGE.
 QO2424
 QO2424                          STATION RECOVERY (2007)
 QO2424
 QO2424'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (BLB)
 QO2424'THE MARK IS LOCATED ABOUT 6.4 MI (10.3 KM) NORTH-NORTHWEST OF
 QO2424'MINNEAPOLIS, 6.2 MI (10.0 KM) EAST-SOUTHEAST OF OSSEO AND 4.7 MI (7.6
 QO2424'KM) WEST OF NEW BRIGHTON.
 QO2424'
 QO2424'TO REACH TO THE MARK AT BROOKLYN CENTER, IN THE TOP OF CRASH RAILING
 QO2424'AT NORTHEAST CORNER OF WEST-BOUND INTERSTATE HIGHWAY 694 TO
 QO2424'SOUTH-BOUND TRUNK HIGHWAY 100 BRIDGE 27962 OVER EASTBOUND INTERSTATE
 QO2424'HIGHWAY 94 AND EASTBOUND INTERSTATE HIGHWAY 694.
 QO2424
 QO2424                          STATION RECOVERY (2008)
 QO2424
 QO2424'RECOVERY NOTE BY MN DEPT OF TRANSP 2008 (PJG)
 QO2424'THE MARK IS IN BROOKLYN CENTER, IN THE TOP OF CRASH RAILING AT
 QO2424'NORTHEAST CORNER OF WESTBOUND INTERSTATE HIGHWAY 694 TO SOUTHBOUND
 QO2424'TRUNK HIGHWAY 100 BRIDGE NUMBER 27962 OVER EASTBOUND INTERSTATE
 QO2424'HIGHWAY 94 AND EASTBOUND INTERSTATE HIGHWAY 694.
 QO2424
 QO2424                          STATION RECOVERY (2012)
 QO2424
 QO2424'RECOVERY NOTE BY MN DEPT OF TRANSP 2012 (JBG)
 QO2424'IN BROOKLYN CENTER, IN BRIDGE RAILING IN NORTHEAST CORNER OF WESTBOUND
 QO2424'INTERSTATE HIGHWAY 694 TO SOUTHBOUND TRUNK HIGHWAY 100 BRIDGE NUMBER
 QO2424'27962 OVER EASTBOUND INTERSTATE HIGHWAY 94 AND EASTBOUND INTERSTATE
 QO2424'HIGHWAY 694.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 QO2425 ***********************************************************************
 QO2425  DESIGNATION -  2786 AN 1
 QO2425  PID         -  QO2425
 QO2425  STATE/COUNTY-  MN/HENNEPIN
 QO2425  COUNTRY     -  US
 QO2425  USGS QUAD   -  MINNEAPOLIS NORTH (2019)
 QO2425
 QO2425                         *CURRENT SURVEY CONTROL
 QO2425  ______________________________________________________________________
 QO2425* NAD 83(1986) POSITION- 45 04 13.2    (N) 093 17 37.6    (W)   HD_HELD2
 QO2425* NAVD 88 ORTHO HEIGHT -   260.904 (meters)      855.98  (feet) ADJUSTED
 QO2425  ______________________________________________________________________
 QO2425  GEOID HEIGHT    -        -27.223 (meters)                     GEOID18
 QO2425  DYNAMIC HEIGHT  -        260.902 (meters)      855.98  (feet) COMP
 QO2425  MODELED GRAVITY -    980,599.6   (mgal)                       NAVD 88
 QO2425
 QO2425  VERT ORDER      -  SECOND    CLASS I
 QO2425
 QO2425.The horizontal coordinates were established by autonomous hand held GPS
 QO2425.observations and have an estimated accuracy of +/- 10 meters.
 QO2425
 QO2425.The orthometric height was determined by differential leveling and
 QO2425.adjusted by the NATIONAL GEODETIC SURVEY
 QO2425.in September 2013.
 QO2425
 QO2425.No vertical observational check was made to the station.
 QO2425
 QO2425.Significant digits in the geoid height do not necessarily reflect accuracy.
 QO2425.GEOID18 height accuracy estimate available here.
 QO2425
 QO2425.Click photographs - Photos may exist for this station.
 QO2425
 QO2425.The dynamic height is computed by dividing the NAVD 88
 QO2425.geopotential number by the normal gravity value computed on the
 QO2425.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QO2425.degrees latitude (g = 980.6199 gals.).
 QO2425
 QO2425.The modeled gravity was interpolated from observed gravity values.
 QO2425
 QO2425;                    North         East    Units  Estimated Accuracy
 QO2425;SPC MN S     -   330,283.      855,613.      MT  (+/- 10 meters HH2 GPS)
 QO2425
 QO2425_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK7687490805(NAD 83)
 QO2425
 QO2425                          SUPERSEDED SURVEY CONTROL
 QO2425
 QO2425  NAVD 88 (06/23/95)  260.902  (m)          855.98   (f) SUPERSEDED  2 2
 QO2425
 QO2425.Superseded values are not recommended for survey control.
 QO2425
 QO2425.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QO2425.See file dsdata.pdf to determine how the superseded data were derived.
 QO2425
 QO2425_MARKER: DV = VERTICAL CONTROL DISK
 QO2425_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 QO2425_SP_SET: BRIDGE RAILING
 QO2425_STAMPING: 2786 AN 1
 QO2425_MARK LOGO: MNHD
 QO2425_MAGNETIC: N = NO MAGNETIC MATERIAL
 QO2425_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QO2425_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 QO2425+SATELLITE: SATELLITE OBSERVATIONS - March 27, 2012
 QO2425
 QO2425  HISTORY     - Date     Condition        Report By
 QO2425  HISTORY     - 19850401 MONUMENTED       MNDT
 QO2425  HISTORY     - 19860209 GOOD             MNDT
 QO2425  HISTORY     - 20070730 GOOD             MNDT
 QO2425  HISTORY     - 20080520 GOOD             MNDT
 QO2425  HISTORY     - 20120327 GOOD             MNDT
 QO2425
 QO2425                          STATION DESCRIPTION
 QO2425
 QO2425'DESCRIBED BY MN DEPT OF TRANSP 1986
 QO2425'THE MARK IS LOCATED IN THE TOWN OF BROOKLYN CENTER, IN THE SW 1/4 OF
 QO2425'SECTION 36, T119N, R21W, IN THE NORTHEAST CORNER OF THE DUPONT AVENUE
 QO2425'BRIDGE (NUMBER 27929) OVER TRUNK HIGHWAY 94 AND TRUNK HIGHWAY 694 IN
 QO2425'BROOKLYN CENTER.  THE MARK, A STANDARD MNDT VERTICAL CONTROL MONUMENT
 QO2425'DISK STAMPED---2786 AN 1 1982---, IS SET FLUSH IN A DRILL HOLE IN THE
 QO2425'TOP OF A CRASH RAILING IN THE NORTHEAST CORNER OF THE BRIDGE.
 QO2425
 QO2425                          STATION RECOVERY (2007)
 QO2425
 QO2425'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (JJB)
 QO2425'THE MARK IS LOCATED ABOUT 6.4 MI (10.3 KM) NORTH-NORTHWEST OF
 QO2425'MINNEAPOLIS, 6.3 MI (10.1 KM) EAST-SOUTHEAST OF OSSEO AND 4.5 MI (7.2
 QO2425'KM) WEST OF NEW BRIGHTON.
 QO2425'
 QO2425'TO REACH TO THE MARK AT BROOKLYN CENTER, IN THE TOP OF CRASH RAILING
 QO2425'AT NORTHEAST CORNER OF DUPONT AVENUE BRIDGE 27929 OVER INTERSTATE
 QO2425'HIGHWAY 94 AND INTERSTATE HIGHWAY 694.
 QO2425
 QO2425                          STATION RECOVERY (2008)
 QO2425
 QO2425'RECOVERY NOTE BY MN DEPT OF TRANSP 2008 (PJG)
 QO2425'RECOVERED AS DESCRIBED.
 QO2425
 QO2425                          STATION RECOVERY (2012)
 QO2425
 QO2425'RECOVERY NOTE BY MN DEPT OF TRANSP 2012 (JBG)
 QO2425'IN BROOKLYN CENTER, IN BRIDGE RAILING IN NORTHEAST CORNER OF DUPONT
 QO2425'AVENUE BRIDGE NUMBER 27929 OVER INTERSTATE HIGHWAY 94 AND INTERSTATE
 QO2425'HIGHWAY 694.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 QO2426 ***********************************************************************
 QO2426  DESIGNATION -  2786 AN 2
 QO2426  PID         -  QO2426
 QO2426  STATE/COUNTY-  MN/HENNEPIN
 QO2426  COUNTRY     -  US
 QO2426  USGS QUAD   -  MINNEAPOLIS NORTH (2019)
 QO2426
 QO2426                         *CURRENT SURVEY CONTROL
 QO2426  ______________________________________________________________________
 QO2426* NAD 83(1986) POSITION- 45 04 08.17   (N) 093 17 37.77   (W)   HD_HELD1
 QO2426* NAVD 88 ORTHO HEIGHT -   260.756 (meters)      855.50  (feet) ADJUSTED
 QO2426  ______________________________________________________________________
 QO2426  GEOID HEIGHT    -        -27.219 (meters)                     GEOID18
 QO2426  DYNAMIC HEIGHT  -        260.754 (meters)      855.49  (feet) COMP
 QO2426  MODELED GRAVITY -    980,599.5   (mgal)                       NAVD 88
 QO2426
 QO2426  VERT ORDER      -  SECOND    CLASS I
 QO2426
 QO2426.The horizontal coordinates were determined by differentially corrected
 QO2426.hand held GPS observations or other comparable positioning techniques
 QO2426.and have an estimated accuracy of +/- 3 meters.
 QO2426
 QO2426.The orthometric height was determined by differential leveling and
 QO2426.adjusted by the NATIONAL GEODETIC SURVEY
 QO2426.in September 2013.
 QO2426
 QO2426.No vertical observational check was made to the station.
 QO2426
 QO2426.Significant digits in the geoid height do not necessarily reflect accuracy.
 QO2426.GEOID18 height accuracy estimate available here.
 QO2426
 QO2426.Click photographs - Photos may exist for this station.
 QO2426
 QO2426.The dynamic height is computed by dividing the NAVD 88
 QO2426.geopotential number by the normal gravity value computed on the
 QO2426.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QO2426.degrees latitude (g = 980.6199 gals.).
 QO2426
 QO2426.The modeled gravity was interpolated from observed gravity values.
 QO2426
 QO2426;                    North         East    Units  Estimated Accuracy
 QO2426;SPC MN S     -   330,127.8     855,610.6     MT  (+/- 3 meters HH1 GPS) 
 QO2426
 QO2426_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK7686990650(NAD 83)
 QO2426
 QO2426                          SUPERSEDED SURVEY CONTROL
 QO2426
 QO2426  NAVD 88 (06/23/95)  260.757  (m)          855.50   (f) SUPERSEDED  2 2
 QO2426
 QO2426.Superseded values are not recommended for survey control.
 QO2426
 QO2426.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QO2426.See file dsdata.pdf to determine how the superseded data were derived.
 QO2426
 QO2426_MARKER: DV = VERTICAL CONTROL DISK
 QO2426_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 QO2426_SP_SET: BRIDGE RAILING
 QO2426_STAMPING: 2786 AN 2 1985
 QO2426_MARK LOGO: MNDT
 QO2426_MAGNETIC: N = NO MAGNETIC MATERIAL
 QO2426_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QO2426_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 QO2426+SATELLITE: SATELLITE OBSERVATIONS - March 27, 2012
 QO2426
 QO2426  HISTORY     - Date     Condition        Report By
 QO2426  HISTORY     - 19850401 MONUMENTED       MNDT
 QO2426  HISTORY     - 19860209 GOOD             MNDT
 QO2426  HISTORY     - 20070730 GOOD             MNDT
 QO2426  HISTORY     - 20080520 GOOD             MNDT
 QO2426  HISTORY     - 20120327 GOOD             MNDT
 QO2426
 QO2426                          STATION DESCRIPTION
 QO2426
 QO2426'DESCRIBED BY MN DEPT OF TRANSP 1986
 QO2426'THE MARK IS LOCATED IN THE TOWN OF BROOKLYN CENTER, IN THE SW 1/4 OF
 QO2426'SECTION 36, T119N, R21W, IN THE SOUTHEAST CORNER OF THE DUPONT AVENUE
 QO2426'BRIDGE (NUMBER 27929) OVER TRUNK HIGHWAY 94 AND TRUNK HIGHWAY 694 IN
 QO2426'BROOKLYN CENTER.  THE MARK, A STANDARD MNDT VERTICAL CONTROL MONUMENT
 QO2426'DISK STAMPED---2786 AN 2 1982---, IS SET FLUSH IN A DRILL HOLE IN THE
 QO2426'TOP OF A CRASH RAILING IN THE SOUTHEAST CORNER OF THE BRIDGE.
 QO2426
 QO2426                          STATION RECOVERY (2007)
 QO2426
 QO2426'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (BLB)
 QO2426'THE MARK IS LOCATED ABOUT 6.3 MI (10.1 KM) EAST-SOUTHEAST OF OSSEO,
 QO2426'6.3 MI (10.1 KM) NORTH-NORTHWEST OF MINNEAPOLIS AND 4.5 MI (7.2 KM)
 QO2426'WEST OF NEW BRIGHTON.
 QO2426'
 QO2426'TO REACH TO THE MARK AT BROOKLYN CENTER, IN THE TOP OF CRASH RAILING
 QO2426'AT SOUTHEAST CORNER OF DUPONT AVENUE BRIDGE 27929 OVER INTERSTATE
 QO2426'HIGHWAY 94 AND INTERSTATE HIGHWAY 694.
 QO2426
 QO2426                          STATION RECOVERY (2008)
 QO2426
 QO2426'RECOVERY NOTE BY MN DEPT OF TRANSP 2008 (PJG)
 QO2426'RECOVERED AS DESCRIBED.
 QO2426
 QO2426                          STATION RECOVERY (2012)
 QO2426
 QO2426'RECOVERY NOTE BY MN DEPT OF TRANSP 2012 (JBG)
 QO2426'IN BROOKLYN CENTER, IN BRIDGE RAILING IN SOUTHEAST CORNER OF DUPONT
 QO2426'AVENUE BRIDGE NUMBER 27929 OVER INTERSTATE HIGHWAY 94 AND INTERSTATE
 QO2426'HIGHWAY 694, 0.1 MI (0.2 KM) SOUTH ALONG DUPONT AVENUE  FROM THE
 QO2426'JUNCTION OF DUPONT AVENUE AND 64TH AVENUE NORTH.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DM6164 ***********************************************************************
 DM6164  DESIGNATION -  2786 AS
 DM6164  PID         -  DM6164
 DM6164  STATE/COUNTY-  MN/HENNEPIN
 DM6164  COUNTRY     -  US
 DM6164  USGS QUAD   -  OSSEO (2019)
 DM6164
 DM6164                         *CURRENT SURVEY CONTROL
 DM6164  ______________________________________________________________________
 DM6164* NAD 83(1986) POSITION- 45 05 21.63   (N) 093 25 52.05   (W)   HD_HELD1
 DM6164* NAVD 88 ORTHO HEIGHT -   287.881 (meters)      944.49  (feet) ADJUSTED
 DM6164  ______________________________________________________________________
 DM6164  GEOID HEIGHT    -        -27.407 (meters)                     GEOID18
 DM6164  DYNAMIC HEIGHT  -        287.871 (meters)      944.46  (feet) COMP
 DM6164  MODELED GRAVITY -    980,573.3   (mgal)                       NAVD 88
 DM6164
 DM6164  VERT ORDER      -  SECOND    CLASS I
 DM6164
 DM6164.The horizontal coordinates were determined by differentially corrected
 DM6164.hand held GPS observations or other comparable positioning techniques
 DM6164.and have an estimated accuracy of +/- 3 meters.
 DM6164
 DM6164.The orthometric height was determined by differential leveling and
 DM6164.adjusted by the NATIONAL GEODETIC SURVEY
 DM6164.in September 2013.
 DM6164
 DM6164.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM6164.GEOID18 height accuracy estimate available here.
 DM6164
 DM6164.Click photographs - Photos may exist for this station.
 DM6164
 DM6164.The dynamic height is computed by dividing the NAVD 88
 DM6164.geopotential number by the normal gravity value computed on the
 DM6164.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM6164.degrees latitude (g = 980.6199 gals.).
 DM6164
 DM6164.The modeled gravity was interpolated from observed gravity values.
 DM6164
 DM6164;                    North         East    Units  Estimated Accuracy
 DM6164;SPC MN S     -   332,311.1     844,782.7     MT  (+/- 3 meters HH1 GPS) 
 DM6164
 DM6164_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK6607392965(NAD 83)
 DM6164
 DM6164                          SUPERSEDED SURVEY CONTROL
 DM6164
 DM6164.No superseded survey control is available for this station.
 DM6164
 DM6164_MARKER: DD = SURVEY DISK
 DM6164_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DM6164_SP_SET: BRIDGE RAILING
 DM6164_STAMPING: 2786 AS 2001
 DM6164_MARK LOGO: MNDT
 DM6164_MAGNETIC: N = NO MAGNETIC MATERIAL
 DM6164_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DM6164_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DM6164+SATELLITE: SATELLITE OBSERVATIONS - September 12, 2013
 DM6164
 DM6164  HISTORY     - Date     Condition        Report By
 DM6164  HISTORY     - 20010401 MONUMENTED       MNDT
 DM6164  HISTORY     - 20080610 GOOD             MNDT
 DM6164  HISTORY     - 20120329 GOOD             MNDT
 DM6164  HISTORY     - 20130912 GOOD             MNDT
 DM6164
 DM6164                          STATION DESCRIPTION
 DM6164
 DM6164'DESCRIBED BY MN DEPT OF TRANSP 2008 (DAS)
 DM6164'THE MARK IS IN MAPLE GROVE.
 DM6164'
 DM6164'TO REACH THE MARK IN BRIDGE RAILING IN SOUTHEAST CORNER OF TRUNK
 DM6164'HIGHWAY 694 BRIDGE NUMBER 27V42 OVER COUNTY ROAD 61 HEMLOCK LANE.
 DM6164'
 DM6164'IT IS 0.8 MI (1.3 KM) EAST ALONG TRUNK HIGHWAY 694 FROM THE JUNCTION
 DM6164'OF TRUNK HIGHWAY 694 AND TRUNK HIGHWAY 494, AT TRUNK HIGHWAY 694 MILE
 DM6164'POINT 28.5, 52.7 FT (16.1 M) WEST OF END BRIDGE RAILING.
 DM6164
 DM6164                          STATION RECOVERY (2012)
 DM6164
 DM6164'RECOVERY NOTE BY MN DEPT OF TRANSP 2012 (JBG)
 DM6164'IN MAPLE GROVE, IN BRIDGE RAILING IN SOUTHEAST CORNER OF TRUNK HIGHWAY
 DM6164'694 BRIDGE NUMBER 27V42 OVER COUNTY ROAD 61/ HEMLOCK LANE, 0.8 MI (1.3
 DM6164'KM) EAST ALONG TRUNK HIGHWAY 694  FROM THE JUNCTION OF TRUNK HIGHWAY
 DM6164'694 AND TRUNK HIGHWAY 494, AT TRUNK HIGHWAY 694 MILE POINT 28.5, 52.7
 DM6164'FT (16.1 M) WEST OF BRIDGE RAILING END, 10.0 FT (3.0 M) SOUTH OF
 DM6164'EASTBOUND INTERSTATE HIGHWAY 94/ INTERSTATE HIGHWAY 694 FOGLINE.
 DM6164
 DM6164                          STATION RECOVERY (2013)
 DM6164
 DM6164'RECOVERY NOTE BY MN DEPT OF TRANSP 2013 (MAS)
 DM6164'IN MAPLE GROVE, IN BRIDGE RAILING IN SOUTHEAST CORNER OF TRUNK HIGHWAY
 DM6164'694 BRIDGE NUMBER 27V42 OVER COUNTY ROAD 61/ HEMLOCK LANE, 0.8 MILE
 DM6164'EAST ALONG TRUNK HIGHWAY 694 FROM JUNCTION OF TRUNK HIGHWAY 694 AND
 DM6164'TRUNK HIGHWAY 494, AT TRUNK HIGHWAY 694 MILEPOINT 28.5, 52.7 FEET WEST
 DM6164'OF END BRIDGE RAILING, 10.0 FEET SOUTH OF EASTBOUND INTERSTATE HIGHWAY
 DM6164'94/ INTERSTATE HIGHWAY 694 FOGLINE.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DM6166 ***********************************************************************
 DM6166  DESIGNATION -  2786 AT
 DM6166  PID         -  DM6166
 DM6166  STATE/COUNTY-  MN/HENNEPIN
 DM6166  COUNTRY     -  US
 DM6166  USGS QUAD   -  OSSEO (2019)
 DM6166
 DM6166                         *CURRENT SURVEY CONTROL
 DM6166  ______________________________________________________________________
 DM6166* NAD 83(1986) POSITION- 45 04 57.86   (N) 093 24 07.98   (W)   HD_HELD1
 DM6166* NAVD 88 ORTHO HEIGHT -   275.668 (meters)      904.42  (feet) ADJUSTED
 DM6166  ______________________________________________________________________
 DM6166  GEOID HEIGHT    -        -27.328 (meters)                     GEOID18
 DM6166  DYNAMIC HEIGHT  -        275.661 (meters)      904.40  (feet) COMP
 DM6166  MODELED GRAVITY -    980,584.3   (mgal)                       NAVD 88
 DM6166
 DM6166  VERT ORDER      -  SECOND    CLASS I
 DM6166
 DM6166.The horizontal coordinates were determined by differentially corrected
 DM6166.hand held GPS observations or other comparable positioning techniques
 DM6166.and have an estimated accuracy of +/- 3 meters.
 DM6166
 DM6166.The orthometric height was determined by differential leveling and
 DM6166.adjusted by the NATIONAL GEODETIC SURVEY
 DM6166.in September 2013.
 DM6166
 DM6166.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM6166.GEOID18 height accuracy estimate available here.
 DM6166
 DM6166.Click photographs - Photos may exist for this station.
 DM6166
 DM6166.The dynamic height is computed by dividing the NAVD 88
 DM6166.geopotential number by the normal gravity value computed on the
 DM6166.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM6166.degrees latitude (g = 980.6199 gals.).
 DM6166
 DM6166.The modeled gravity was interpolated from observed gravity values.
 DM6166
 DM6166;                    North         East    Units  Estimated Accuracy
 DM6166;SPC MN S     -   331,593.5     847,063.8     MT  (+/- 3 meters HH1 GPS) 
 DM6166
 DM6166_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK6834492220(NAD 83)
 DM6166
 DM6166                          SUPERSEDED SURVEY CONTROL
 DM6166
 DM6166.No superseded survey control is available for this station.
 DM6166
 DM6166_MARKER: DD = SURVEY DISK
 DM6166_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DM6166_SP_SET: BRIDGE RAILING
 DM6166_STAMPING: 2786 AT 1997
 DM6166_MARK LOGO: MNDT
 DM6166_MAGNETIC: N = NO MAGNETIC MATERIAL
 DM6166_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DM6166_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DM6166+SATELLITE: SATELLITE OBSERVATIONS - September 16, 2013
 DM6166
 DM6166  HISTORY     - Date     Condition        Report By
 DM6166  HISTORY     - 19970401 MONUMENTED       MNDT
 DM6166  HISTORY     - 20080610 GOOD             MNDT
 DM6166  HISTORY     - 20120402 GOOD             MNDT
 DM6166  HISTORY     - 20130916 GOOD             MNDT
 DM6166
 DM6166                          STATION DESCRIPTION
 DM6166
 DM6166'DESCRIBED BY MN DEPT OF TRANSP 2008 (DAS)
 DM6166'THE MARK IS IN MAPLE GROVE.
 DM6166'
 DM6166'TO REACH THE MARK GO 0.9 MI (1.4 KM) NORTH ALONG TRUNK HIGHWAY 169
 DM6166'FROM THE JUNCTION OF TRUNK HIGHWAY 169 AND 63RD AVENUE.
 DM6166'
 DM6166'IT IS AT TRUNK HIGHWAY 169 MILE POINT 137.8, IN BRIDGE RAIL IN
 DM6166'SOUTHEAST CORNER OF TRUNK HIGHWAY 169 BRIDGE NUMBER 27V01 OVER TRUNK
 DM6166'HIGHWAY 694/94.
 DM6166
 DM6166                          STATION RECOVERY (2012)
 DM6166
 DM6166'RECOVERY NOTE BY MN DEPT OF TRANSP 2012 (KMS)
 DM6166'IN MAPLE GROVE, IN BRIDGE RAILING IN SOUTHEAST CORNER OF SOUTHBOUND
 DM6166'TRUNK HIGHWAY 169 BRIDGE NUMBER 27V01 OVER INTERSTATE HIGHWAY 694/
 DM6166'INTERSTATE HIGHWAY 94, 0.9 MI (1.4 KM) NORTH ALONG TRUNK HIGHWAY 169
 DM6166'FROM THE JUNCTION OF TRUNK HIGHWAY 169 AND 63RD AVENUE NORTH, AT TRUNK
 DM6166'HIGHWAY 169 MILE POINT 137.8.
 DM6166
 DM6166                          STATION RECOVERY (2013)
 DM6166
 DM6166'RECOVERY NOTE BY MN DEPT OF TRANSP 2013 (KMS)
 DM6166'IN MAPLE GROVE, IN BRIDGE RAILING IN SOUTHEAST CORNER OF SOUTHBOUND
 DM6166'TRUNK HIGHWAY 169 BRIDGE NUMBER 27V01 OVER INTERSTATE HIGHWAY 694/
 DM6166'INTERSTATE HIGHWAY 94, 0.9 MILE NORTH ALONG TRUNK HIGHWAY 169 FROM
 DM6166'JUNCTION OF TRUNK HIGHWAY 169 AND 63RD AVENUE NORTH, AT TRUNK HIGHWAY
 DM6166'169 MILEPOINT 137.8.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DM6165 ***********************************************************************
 DM6165  DESIGNATION -  2786 AU
 DM6165  PID         -  DM6165
 DM6165  STATE/COUNTY-  MN/HENNEPIN
 DM6165  COUNTRY     -  US
 DM6165  USGS QUAD   -  OSSEO (2019)
 DM6165
 DM6165                         *CURRENT SURVEY CONTROL
 DM6165  ______________________________________________________________________
 DM6165* NAD 83(1986) POSITION- 45 05 00.72   (N) 093 24 08.81   (W)   HD_HELD1
 DM6165* NAVD 88 ORTHO HEIGHT -   275.488 (meters)      903.83  (feet) ADJUSTED
 DM6165  ______________________________________________________________________
 DM6165  GEOID HEIGHT    -        -27.332 (meters)                     GEOID18
 DM6165  DYNAMIC HEIGHT  -        275.481 (meters)      903.81  (feet) COMP
 DM6165  MODELED GRAVITY -    980,583.9   (mgal)                       NAVD 88
 DM6165
 DM6165  VERT ORDER      -  SECOND    CLASS I
 DM6165
 DM6165.The horizontal coordinates were determined by differentially corrected
 DM6165.hand held GPS observations or other comparable positioning techniques
 DM6165.and have an estimated accuracy of +/- 3 meters.
 DM6165
 DM6165.The orthometric height was determined by differential leveling and
 DM6165.adjusted by the NATIONAL GEODETIC SURVEY
 DM6165.in September 2013.
 DM6165
 DM6165.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM6165.GEOID18 height accuracy estimate available here.
 DM6165
 DM6165.Click photographs - Photos may exist for this station.
 DM6165
 DM6165.The dynamic height is computed by dividing the NAVD 88
 DM6165.geopotential number by the normal gravity value computed on the
 DM6165.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM6165.degrees latitude (g = 980.6199 gals.).
 DM6165
 DM6165.The modeled gravity was interpolated from observed gravity values.
 DM6165
 DM6165;                    North         East    Units  Estimated Accuracy
 DM6165;SPC MN S     -   331,681.7     847,045.0     MT  (+/- 3 meters HH1 GPS) 
 DM6165
 DM6165_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK6832792308(NAD 83)
 DM6165
 DM6165                          SUPERSEDED SURVEY CONTROL
 DM6165
 DM6165.No superseded survey control is available for this station.
 DM6165
 DM6165_MARKER: DD = SURVEY DISK
 DM6165_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DM6165_SP_SET: BRIDGE RAILING
 DM6165_STAMPING: 2786 AU 1997
 DM6165_MARK LOGO: MNDT
 DM6165_MAGNETIC: N = NO MAGNETIC MATERIAL
 DM6165_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DM6165_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DM6165+SATELLITE: SATELLITE OBSERVATIONS - September 16, 2013
 DM6165
 DM6165  HISTORY     - Date     Condition        Report By
 DM6165  HISTORY     - 19970401 MONUMENTED       MNDT
 DM6165  HISTORY     - 20080610 GOOD             MNDT
 DM6165  HISTORY     - 20120402 GOOD             MNDT
 DM6165  HISTORY     - 20130916 GOOD             MNDT
 DM6165
 DM6165                          STATION DESCRIPTION
 DM6165
 DM6165'DESCRIBED BY MN DEPT OF TRANSP 2008 (DAS)
 DM6165'THE MARK IS IN MAPLE GROVE.
 DM6165'
 DM6165'TO REACH THE MARK GO 0.7 MI (1.1 KM) SOUTH ALONG TRUNK HIGHWAY 169
 DM6165'FROM THE JUNCTION OF TRUNK HIGHWAY 169 AND BROOKLYN BOULEVARD (COUNTY
 DM6165'ROAD 130), AT TRUNK HIGHWAY 169 MILE POINT 137.8.
 DM6165'
 DM6165'IT IS IN BRIDGE RAIL IN NORTHWEST CORNER OF TRUNK HIGHWAY 169 BRIDGE
 DM6165'NUMBER 27V01 OVER TRUNK HIGHWAY 694/94.
 DM6165
 DM6165                          STATION RECOVERY (2012)
 DM6165
 DM6165'RECOVERY NOTE BY MN DEPT OF TRANSP 2012 (KMS)
 DM6165'IN MAPLE GROVE, IN BRIDGE RAILING IN NORTHWEST CORNER OF SOUTHBOUND
 DM6165'TRUNK HIGHWAY 169 BRIDGE NUMBER 27V01 OVER INTERSTATE HIGHWAY 694/
 DM6165'INTERSTATE HIGHWAY 94, 0.7 MI (1.1 KM) SOUTH ALONG TRUNK HIGHWAY 169
 DM6165'FROM THE JUNCTION OF TRUNK HIGHWAY 169 AND BROOKLYN BOULEVARD/ COUNTY
 DM6165'ROAD 130, AT TRUNK HIGHWAY 169 MILE POINT 137.8.
 DM6165
 DM6165                          STATION RECOVERY (2013)
 DM6165
 DM6165'RECOVERY NOTE BY MN DEPT OF TRANSP 2013 (KMS)
 DM6165'IN MAPLE GROVE, IN BRIDGE RAILING IN NORTHWEST CORNER OF SOUTHBOUND
 DM6165'TRUNK HIGHWAY 169 BRIDGE NUMBER 27V01 OVER INTERSTATE HIGHWAY 694/
 DM6165'INTERSTATE HIGHWAY 94, 0.7 MILE SOUTH ALONG TRUNK HIGHWAY 169 FROM
 DM6165'JUNCTION OF TRUNK HIGHWAY 169 AND BROOKLYN BOULEVARD/ COUNTY ROAD 130,
 DM6165'AT TRUNK HIGHWAY 169 MILEPOINT 137.8.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DM6167 ***********************************************************************
 DM6167  DESIGNATION -  2786 AV
 DM6167  PID         -  DM6167
 DM6167  STATE/COUNTY-  MN/HENNEPIN
 DM6167  COUNTRY     -  US
 DM6167  USGS QUAD   -  OSSEO (2019)
 DM6167
 DM6167                         *CURRENT SURVEY CONTROL
 DM6167  ______________________________________________________________________
 DM6167* NAD 83(1986) POSITION- 45 04 45.91   (N) 093 23 31.17   (W)   HD_HELD1
 DM6167* NAVD 88 ORTHO HEIGHT -   274.839 (meters)      901.70  (feet) ADJUSTED
 DM6167  ______________________________________________________________________
 DM6167  GEOID HEIGHT    -        -27.298 (meters)                     GEOID18
 DM6167  DYNAMIC HEIGHT  -        274.833 (meters)      901.68  (feet) COMP
 DM6167  MODELED GRAVITY -    980,587.2   (mgal)                       NAVD 88
 DM6167
 DM6167  VERT ORDER      -  SECOND    CLASS I
 DM6167
 DM6167.The horizontal coordinates were determined by differentially corrected
 DM6167.hand held GPS observations or other comparable positioning techniques
 DM6167.and have an estimated accuracy of +/- 3 meters.
 DM6167
 DM6167.The orthometric height was determined by differential leveling and
 DM6167.adjusted by the NATIONAL GEODETIC SURVEY
 DM6167.in September 2013.
 DM6167
 DM6167.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM6167.GEOID18 height accuracy estimate available here.
 DM6167
 DM6167.Click photographs - Photos may exist for this station.
 DM6167
 DM6167.The dynamic height is computed by dividing the NAVD 88
 DM6167.geopotential number by the normal gravity value computed on the
 DM6167.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM6167.degrees latitude (g = 980.6199 gals.).
 DM6167
 DM6167.The modeled gravity was interpolated from observed gravity values.
 DM6167
 DM6167;                    North         East    Units  Estimated Accuracy
 DM6167;SPC MN S     -   331,230.6     847,871.5     MT  (+/- 3 meters HH1 GPS) 
 DM6167
 DM6167_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK6914791847(NAD 83)
 DM6167
 DM6167                          SUPERSEDED SURVEY CONTROL
 DM6167
 DM6167.No superseded survey control is available for this station.
 DM6167
 DM6167_MARKER: DD = SURVEY DISK
 DM6167_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DM6167_SP_SET: BRIDGE RAILING
 DM6167_STAMPING: 2786 AV 1984
 DM6167_MARK LOGO: MNDT
 DM6167_MAGNETIC: N = NO MAGNETIC MATERIAL
 DM6167_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DM6167_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DM6167+SATELLITE: SATELLITE OBSERVATIONS - April 02, 2012
 DM6167
 DM6167  HISTORY     - Date     Condition        Report By
 DM6167  HISTORY     - 19840401 MONUMENTED       MNDT
 DM6167  HISTORY     - 20080610 GOOD             MNDT
 DM6167  HISTORY     - 20120402 GOOD             MNDT
 DM6167
 DM6167                          STATION DESCRIPTION
 DM6167
 DM6167'DESCRIBED BY MN DEPT OF TRANSP 2008 (DAS)
 DM6167'THE MARK IS IN BROOKLYN PARK.
 DM6167'
 DM6167'TO REACH THE MARK IN BRIDGE RAILING IN SOUTHEAST CORNER OF BOONE
 DM6167'AVENUE BRIDGE NUMBER 27707 OVER TRUNK HIGHWAY 694/94.
 DM6167'
 DM6167'IT IS 0.5 MI (0.8 KM) EAST ALONG TRUNK HIGHWAY 694/94 FROM THE
 DM6167'JUNCTION OF TRUNK HIGHWAY 694/94 AND TRUNK HIGHWAY 169, TAKE BOONE
 DM6167'AVENUE EXIT 30, THENCE 0.05 MI (0.1 KM) ON BOONE AVENUE, AT TRUNK
 DM6167'HIGHWAY 694/94 MILE POINT 30.5.
 DM6167
 DM6167                          STATION RECOVERY (2012)
 DM6167
 DM6167'RECOVERY NOTE BY MN DEPT OF TRANSP 2012 (KMS)
 DM6167'IN BROOKLYN PARK, IN BRIDGE RAILING IN SOUTHEAST CORNER OF BOONE
 DM6167'AVENUE BRIDGE NUMBER 27707 OVER INTERSTATE HIGHWAY 694/ INTERSTATE
 DM6167'HIGHWAY 94, 0.5 MI (0.8 KM) EAST ALONG INTERSTATE HIGHWAY 694/
 DM6167'INTERSTATE HIGHWAY 94  FROM THE JUNCTION OF INTERSTATE HIGHWAY 694/
 DM6167'INTERSTATE HIGHWAY 94 AND TRUNK HIGHWAY 169, AT INTERSTATE HIGHWAY
 DM6167'694/ INTERSTATE HIGHWAY 94 MILE POINT 30.5, TAKE BOONE AVENUE EXIT,
 DM6167'THEN 0.05 MI (0.1 KM) SOUTH ALONG BOONE AVENUE.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DM6168 ***********************************************************************
 DM6168  DESIGNATION -  2786 AW
 DM6168  PID         -  DM6168
 DM6168  STATE/COUNTY-  MN/HENNEPIN
 DM6168  COUNTRY     -  US
 DM6168  USGS QUAD   -  OSSEO (2019)
 DM6168
 DM6168                         *CURRENT SURVEY CONTROL
 DM6168  ______________________________________________________________________
 DM6168* NAD 83(1986) POSITION- 45 04 40.80   (N) 093 22 35.25   (W)   HD_HELD1
 DM6168* NAVD 88 ORTHO HEIGHT -   277.279 (meters)      909.71  (feet) ADJUSTED
 DM6168  ______________________________________________________________________
 DM6168  GEOID HEIGHT    -        -27.276 (meters)                     GEOID18
 DM6168  DYNAMIC HEIGHT  -        277.274 (meters)      909.69  (feet) COMP
 DM6168  MODELED GRAVITY -    980,589.6   (mgal)                       NAVD 88
 DM6168
 DM6168  VERT ORDER      -  SECOND    CLASS I
 DM6168
 DM6168.The horizontal coordinates were determined by differentially corrected
 DM6168.hand held GPS observations or other comparable positioning techniques
 DM6168.and have an estimated accuracy of +/- 3 meters.
 DM6168
 DM6168.The orthometric height was determined by differential leveling and
 DM6168.adjusted by the NATIONAL GEODETIC SURVEY
 DM6168.in September 2013.
 DM6168
 DM6168.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM6168.GEOID18 height accuracy estimate available here.
 DM6168
 DM6168.Click photographs - Photos may exist for this station.
 DM6168
 DM6168.The dynamic height is computed by dividing the NAVD 88
 DM6168.geopotential number by the normal gravity value computed on the
 DM6168.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM6168.degrees latitude (g = 980.6199 gals.).
 DM6168
 DM6168.The modeled gravity was interpolated from observed gravity values.
 DM6168
 DM6168;                    North         East    Units  Estimated Accuracy
 DM6168;SPC MN S     -   331,082.1     849,095.7     MT  (+/- 3 meters HH1 GPS) 
 DM6168
 DM6168_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK7036991684(NAD 83)
 DM6168
 DM6168                          SUPERSEDED SURVEY CONTROL
 DM6168
 DM6168.No superseded survey control is available for this station.
 DM6168
 DM6168_MARKER: DD = SURVEY DISK
 DM6168_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DM6168_SP_SET: BRIDGE RAILING
 DM6168_STAMPING: 2786 AW 2001
 DM6168_MARK LOGO: MNDT
 DM6168_MAGNETIC: N = NO MAGNETIC MATERIAL
 DM6168_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DM6168_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DM6168+SATELLITE: SATELLITE OBSERVATIONS - April 02, 2012
 DM6168
 DM6168  HISTORY     - Date     Condition        Report By
 DM6168  HISTORY     - 20010401 MONUMENTED       MNDT
 DM6168  HISTORY     - 20080610 GOOD             MNDT
 DM6168  HISTORY     - 20120402 GOOD             MNDT
 DM6168
 DM6168                          STATION DESCRIPTION
 DM6168
 DM6168'DESCRIBED BY MN DEPT OF TRANSP 2008 (DAS)
 DM6168'THE MARK IS IN BROOKLYN PARK.
 DM6168'
 DM6168'TO REACH THE MARK GO 0.7 MI (1.1 KM) EAST ALONG TRUNK HIGHWAY 694/94
 DM6168'FROM THE JUNCTION OF TRUNK HIGHWAY 694/94 AND BOONE AVENUE IN BROOKLYN
 DM6168'PARK.
 DM6168'
 DM6168'IT IS AT TRUNK HIGHWAY 694/94 MILE POINT 31.3, IN BRIDGE RAIL IN
 DM6168'SOUTHWEST CORNER OF TRUNK HIGHWAY 694 BRIDGE NUMBER 27V40 OVER
 DM6168'BROADWAY.
 DM6168
 DM6168                          STATION RECOVERY (2012)
 DM6168
 DM6168'RECOVERY NOTE BY MN DEPT OF TRANSP 2012 (KMS)
 DM6168'IN BROOKLYN PARK, IN BRIDGE RAILING IN SOUTHWEST CORNER OF INTERSTATE
 DM6168'HIGHWAY 694 BRIDGE NUMBER 27V40 OVER WEST BROADWAY AVENUE, 0.7 MI (1.1
 DM6168'KM) EAST ALONG INTERSTATE HIGHWAY 694/ INTERSTATE HIGHWAY 94  FROM THE
 DM6168'JUNCTION OF INTERSTATE HIGHWAY 694/ INTERSTATE HIGHWAY 94 AND BOONE
 DM6168'AVENUE IN BROOKLYN PARK, AT INTERSTATE HIGHWAY 694/ INTERSTATE HIGHWAY
 DM6168'94 MILE POINT 31.3.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DM6026 ***********************************************************************
 DM6026  DESIGNATION -  2786 AX
 DM6026  PID         -  DM6026
 DM6026  STATE/COUNTY-  MN/HENNEPIN
 DM6026  COUNTRY     -  US
 DM6026  USGS QUAD   -  MINNEAPOLIS NORTH (2019)
 DM6026
 DM6026                         *CURRENT SURVEY CONTROL
 DM6026  ______________________________________________________________________
 DM6026* NAD 83(1986) POSITION- 45 04 40.48   (N) 093 22 27.61   (W)   HD_HELD1
 DM6026* NAVD 88 ORTHO HEIGHT -   279.283 (meters)      916.28  (feet) ADJUSTED
 DM6026  ______________________________________________________________________
 DM6026  GEOID HEIGHT    -        -27.274 (meters)                     GEOID18
 DM6026  DYNAMIC HEIGHT  -        279.278 (meters)      916.26  (feet) COMP
 DM6026  MODELED GRAVITY -    980,589.9   (mgal)                       NAVD 88
 DM6026
 DM6026  VERT ORDER      -  SECOND    CLASS I
 DM6026
 DM6026.The horizontal coordinates were determined by differentially corrected
 DM6026.hand held GPS observations or other comparable positioning techniques
 DM6026.and have an estimated accuracy of +/- 3 meters.
 DM6026
 DM6026.The orthometric height was determined by differential leveling and
 DM6026.adjusted by the NATIONAL GEODETIC SURVEY
 DM6026.in September 2013.
 DM6026
 DM6026.No vertical observational check was made to the station.
 DM6026
 DM6026.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM6026.GEOID18 height accuracy estimate available here.
 DM6026
 DM6026.Click photographs - Photos may exist for this station.
 DM6026
 DM6026.The dynamic height is computed by dividing the NAVD 88
 DM6026.geopotential number by the normal gravity value computed on the
 DM6026.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM6026.degrees latitude (g = 980.6199 gals.).
 DM6026
 DM6026.The modeled gravity was interpolated from observed gravity values.
 DM6026
 DM6026;                    North         East    Units  Estimated Accuracy
 DM6026;SPC MN S     -   331,073.5     849,262.9     MT  (+/- 3 meters HH1 GPS) 
 DM6026
 DM6026_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK7053691673(NAD 83)
 DM6026
 DM6026                          SUPERSEDED SURVEY CONTROL
 DM6026
 DM6026.No superseded survey control is available for this station.
 DM6026
 DM6026_MARKER: DD = SURVEY DISK
 DM6026_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DM6026_SP_SET: BRIDGE RAILING
 DM6026_STAMPING: 2786 AX 2001
 DM6026_MARK LOGO: MNDT
 DM6026_MAGNETIC: N = NO MAGNETIC MATERIAL
 DM6026_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DM6026_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DM6026+SATELLITE: SATELLITE OBSERVATIONS - April 02, 2012
 DM6026
 DM6026  HISTORY     - Date     Condition        Report By
 DM6026  HISTORY     - 20010401 MONUMENTED       MNDT
 DM6026  HISTORY     - 20080528 GOOD             MNDT
 DM6026  HISTORY     - 20080612 GOOD             MNDT
 DM6026  HISTORY     - 20120402 GOOD             MNDT
 DM6026
 DM6026                          STATION DESCRIPTION
 DM6026
 DM6026'DESCRIBED BY MN DEPT OF TRANSP 2008 (PJG)
 DM6026'THE STATION IS LOCATED ABOUT 8.3 MI (13.4 KM) SOUTH OF ANOKA, 7.8 MI
 DM6026'(12.6 KM) EAST-NORTHEAST OF HAMEL AND 3.2 MI (5.1 KM) SOUTH-SOUTHEAST
 DM6026'OF OSSEO.
 DM6026'
 DM6026'THE MARK IS IN BROOKLYN PARK, 0.9 MI (1.4 KM) EAST ALONG INTERSTATE
 DM6026'HIGHWAY 694/INTERSTATE HIGHWAY 94 FROM THE JUNCTION OF INTERSTATE
 DM6026'HIGHWAY 694/INTERSTATE HIGHWAY 94 AND BOONE AVENUE, AT INTERSTETA
 DM6026'HIGHWAY 694/INTERSTATE HIGHWAY 94 MILE POINT 31.4, IN BRIDGE RAIL IN
 DM6026'SOUTHWEST CORNER OF INTERSTATE HIGHWAY 694/INTERSTATE HIGHWAY 94
 DM6026'BRIDGE NUMBER 27V44 OVER COUNTY ROAD 81.
 DM6026
 DM6026                          STATION RECOVERY (2008)
 DM6026
 DM6026'RECOVERY NOTE BY MN DEPT OF TRANSP 2008 (DAS)
 DM6026'RECOVERED AS DESCRIBED.
 DM6026
 DM6026                          STATION RECOVERY (2012)
 DM6026
 DM6026'RECOVERY NOTE BY MN DEPT OF TRANSP 2012 (KMS)
 DM6026'IN BROOKLYN PARK, IN BRIDGE RAILING IN SOUTHWEST CORNER OF INTERSTATE
 DM6026'HIGHWAY 694/ INTERSTATE HIGHWAY 94 BRIDGE NUMBER 27V44 OVER COUNTY
 DM6026'ROAD 81, 0.9 MI (1.4 KM) EAST ALONG INTERSTATE HIGHWAY 694/ INTERSTATE
 DM6026'HIGHWAY 94  FROM THE JUNCTION OF INTERSTATE HIGHWAY 694/ INTERSTATE
 DM6026'HIGHWAY 94 AND BOONE AVENUE, AT INTERSTATE HIGHWAY 694/ INTERSTATE
 DM6026'HIGHWAY 94 MILE POINT 31.4.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DM6169 ***********************************************************************
 DM6169  DESIGNATION -  2786 AY
 DM6169  PID         -  DM6169
 DM6169  STATE/COUNTY-  MN/HENNEPIN
 DM6169  COUNTRY     -  US
 DM6169  USGS QUAD   -  MINNEAPOLIS NORTH (2019)
 DM6169
 DM6169                         *CURRENT SURVEY CONTROL
 DM6169  ______________________________________________________________________
 DM6169* NAD 83(1986) POSITION- 45 04 41.94   (N) 093 22 23.63   (W)   HD_HELD1
 DM6169* NAVD 88 ORTHO HEIGHT -   278.797 (meters)      914.69  (feet) ADJUSTED
 DM6169  ______________________________________________________________________
 DM6169  GEOID HEIGHT    -        -27.274 (meters)                     GEOID18
 DM6169  DYNAMIC HEIGHT  -        278.792 (meters)      914.67  (feet) COMP
 DM6169  MODELED GRAVITY -    980,589.9   (mgal)                       NAVD 88
 DM6169
 DM6169  VERT ORDER      -  SECOND    CLASS I
 DM6169
 DM6169.The horizontal coordinates were determined by differentially corrected
 DM6169.hand held GPS observations or other comparable positioning techniques
 DM6169.and have an estimated accuracy of +/- 3 meters.
 DM6169
 DM6169.The orthometric height was determined by differential leveling and
 DM6169.adjusted by the NATIONAL GEODETIC SURVEY
 DM6169.in September 2013.
 DM6169
 DM6169.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM6169.GEOID18 height accuracy estimate available here.
 DM6169
 DM6169.Click photographs - Photos may exist for this station.
 DM6169
 DM6169.The dynamic height is computed by dividing the NAVD 88
 DM6169.geopotential number by the normal gravity value computed on the
 DM6169.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM6169.degrees latitude (g = 980.6199 gals.).
 DM6169
 DM6169.The modeled gravity was interpolated from observed gravity values.
 DM6169
 DM6169;                    North         East    Units  Estimated Accuracy
 DM6169;SPC MN S     -   331,119.2     849,349.6     MT  (+/- 3 meters HH1 GPS) 
 DM6169
 DM6169_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK7062391718(NAD 83)
 DM6169
 DM6169                          SUPERSEDED SURVEY CONTROL
 DM6169
 DM6169.No superseded survey control is available for this station.
 DM6169
 DM6169_MARKER: DD = SURVEY DISK
 DM6169_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DM6169_SP_SET: BRIDGE RAILING
 DM6169_STAMPING: 2786 AY 2001
 DM6169_MARK LOGO: MNDT
 DM6169_MAGNETIC: N = NO MAGNETIC MATERIAL
 DM6169_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DM6169_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DM6169+SATELLITE: SATELLITE OBSERVATIONS - April 02, 2012
 DM6169
 DM6169  HISTORY     - Date     Condition        Report By
 DM6169  HISTORY     - 20010401 MONUMENTED       MNDT
 DM6169  HISTORY     - 20080612 GOOD             MNDT
 DM6169  HISTORY     - 20120402 GOOD             MNDT
 DM6169
 DM6169                          STATION DESCRIPTION
 DM6169
 DM6169'DESCRIBED BY MN DEPT OF TRANSP 2008 (DAS)
 DM6169'THE MARK IS IN BROOKLYN PARK.
 DM6169'
 DM6169'TO REACH THE MARK GO 1.95 MI (3.1 KM) WEST ALONG TRUNK 694/94 FROM THE
 DM6169'JUNCTION OF TRUNK HIGHWAY 694/94 AND BROOKLYN BOULEVARD COUNTY ROAD
 DM6169'152.
 DM6169'
 DM6169'IT IS AT TRUNK HIGHWAY 694/94 MILE POINT 31.4, IN BRIDGE RAIL IN
 DM6169'NORTHEAST CORNER OF TRUNK HIGHWAY 694/94 BRIDGE NUMBER 27V43 OVER
 DM6169'COUNTY ROAD 81.
 DM6169
 DM6169                          STATION RECOVERY (2012)
 DM6169
 DM6169'RECOVERY NOTE BY MN DEPT OF TRANSP 2012 (KMS)
 DM6169'IN BROOKLYN PARK, IN BRIDGE RAILING IN NORTHEAST CORNER OF INTERSTATE
 DM6169'HIGHWAY 694/ INTERSTATE HIGHWAY 94 BRIDGE NUMBER 27V43 OVER COUNTY
 DM6169'ROAD 81, 1.95 MI (3.1 KM) WEST ALONG INTERSTATE HIGHWAY 694/
 DM6169'INTERSTATE HIGHWAY 94  FROM THE JUNCTION OF INTERSTATE HIGHWAY 694/
 DM6169'INTERSTATE HIGHWAY 94 AND BROOKLYN BOULEVARD/ COUNTY ROAD 152, AT
 DM6169'INTERSTATE HIGHWAY 694/ INTERSTATE HIGHWAY 94 MILE POINT 31.4.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DM6027 ***********************************************************************
 DM6027  DESIGNATION -  2786 AZ
 DM6027  PID         -  DM6027
 DM6027  STATE/COUNTY-  MN/HENNEPIN
 DM6027  COUNTRY     -  US
 DM6027  USGS QUAD   -  MINNEAPOLIS NORTH (2019)
 DM6027
 DM6027                         *CURRENT SURVEY CONTROL
 DM6027  ______________________________________________________________________
 DM6027* NAD 83(1986) POSITION- 45 04 33.     (N) 093 21 20.     (W)   SCALED
 DM6027* NAVD 88 ORTHO HEIGHT -   266.533 (meters)      874.45  (feet) ADJUSTED
 DM6027  ______________________________________________________________________
 DM6027  GEOID HEIGHT    -        -27.252 (meters)                     GEOID18
 DM6027  DYNAMIC HEIGHT  -        266.529 (meters)      874.44  (feet) COMP
 DM6027  MODELED GRAVITY -    980,592.4   (mgal)                       NAVD 88
 DM6027
 DM6027  VERT ORDER      -  SECOND    CLASS I
 DM6027
 DM6027.The horizontal coordinates were scaled from a map and have
 DM6027.an estimated accuracy of +/- 6 seconds.
 DM6027
 DM6027.The orthometric height was determined by differential leveling and
 DM6027.adjusted by the NATIONAL GEODETIC SURVEY
 DM6027.in September 2013.
 DM6027
 DM6027.No vertical observational check was made to the station.
 DM6027
 DM6027.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM6027.GEOID18 height accuracy estimate available here.
 DM6027
 DM6027.Click photographs - Photos may exist for this station.
 DM6027
 DM6027.The dynamic height is computed by dividing the NAVD 88
 DM6027.geopotential number by the normal gravity value computed on the
 DM6027.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM6027.degrees latitude (g = 980.6199 gals.).
 DM6027
 DM6027.The modeled gravity was interpolated from observed gravity values.
 DM6027
 DM6027;                    North         East    Units  Estimated Accuracy
 DM6027;SPC MN S     -   330,850.      850,740.      MT  (+/- 180 meters Scaled)
 DM6027
 DM6027_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK720914(NAD 83)
 DM6027
 DM6027                          SUPERSEDED SURVEY CONTROL
 DM6027
 DM6027.No superseded survey control is available for this station.
 DM6027
 DM6027_MARKER: DD = SURVEY DISK
 DM6027_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 DM6027+WITH SETTING: PAVEMENT
 DM6027_SP_SET: UTILITY BOX BASE
 DM6027_STAMPING: 2786 AZ 2008
 DM6027_MARK LOGO: MNDT
 DM6027_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DM6027_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DM6027+STABILITY: SURFACE MOTION
 DM6027_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DM6027+SATELLITE: SATELLITE OBSERVATIONS - 2008
 DM6027
 DM6027  HISTORY     - Date     Condition        Report By
 DM6027  HISTORY     - 2008     MONUMENTED       MNDT
 DM6027
 DM6027                          STATION DESCRIPTION
 DM6027
 DM6027'DESCRIBED BY MN DEPT OF TRANSP 2008
 DM6027'THE STATION IS LOCATED ABOUT 8.0 MI (12.9 KM) NORTHWEST OF
 DM6027'MINNEAPOLIS, 7.6 MI (12.2 KM) WEST OF NEW BRIGHTON AND 3.8 MI (6.1 KM)
 DM6027'SOUTHEAST OF OSSEO.
 DM6027'
 DM6027'THE MARK IS IN BROOKLYN PARK, 0.85 MI (1.4 KM) EAST ALONG INTERSTATE
 DM6027'HIGHWAY 694/INTERSTATE HIGHWAY 94 FROM THE JUNCTION OF INTERSTATE
 DM6027'HIGHWAY 694/INTERSTATE HIGHWAY 94 AND COUNTY ROAD 81, AT TRUNK HIGHWAY
 DM6027'MILE POINT 32.4.
 DM6027'
 DM6027'IT IS 47.6 FT (14.5 M) SOUTH OF THE SHOULDER OF EASTBOUND INTERSTATE
 DM6027'HIGHWAY 694/INTERSTATE HIGHWAY 94, 33.1 FT (10.1 M) NORTH OF
 DM6027'RIGHT-OF-WAY FENCE, 17.3 WEST BRIDGE SIDE RETAINING WALL, 66.2 FT
 DM6027'(20.2 M) SOUTHEAST OF LIGHT POLE (NUMBER A9X23), IN CONCRETE FOOTING
 DM6027'OF GRAY UTILITY BOX NEXT TO BRIDGE.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DM6028 ***********************************************************************
 DM6028  DESIGNATION -  2786 BC
 DM6028  PID         -  DM6028
 DM6028  STATE/COUNTY-  MN/HENNEPIN
 DM6028  COUNTRY     -  US
 DM6028  USGS QUAD   -  MINNEAPOLIS NORTH (2019)
 DM6028
 DM6028                         *CURRENT SURVEY CONTROL
 DM6028  ______________________________________________________________________
 DM6028* NAD 83(1986) POSITION- 45 04 32.     (N) 093 19 58.     (W)   SCALED
 DM6028* NAVD 88 ORTHO HEIGHT -   268.144 (meters)      879.74  (feet) ADJUSTED
 DM6028  ______________________________________________________________________
 DM6028  GEOID HEIGHT    -        -27.240 (meters)                     GEOID18
 DM6028  DYNAMIC HEIGHT  -        268.140 (meters)      879.72  (feet) COMP
 DM6028  MODELED GRAVITY -    980,595.2   (mgal)                       NAVD 88
 DM6028
 DM6028  VERT ORDER      -  SECOND    CLASS I
 DM6028
 DM6028.The horizontal coordinates were scaled from a map and have
 DM6028.an estimated accuracy of +/- 6 seconds.
 DM6028
 DM6028.The orthometric height was determined by differential leveling and
 DM6028.adjusted by the NATIONAL GEODETIC SURVEY
 DM6028.in September 2013.
 DM6028
 DM6028.No vertical observational check was made to the station.
 DM6028
 DM6028.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM6028.GEOID18 height accuracy estimate available here.
 DM6028
 DM6028.Click photographs - Photos may exist for this station.
 DM6028
 DM6028.The dynamic height is computed by dividing the NAVD 88
 DM6028.geopotential number by the normal gravity value computed on the
 DM6028.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM6028.degrees latitude (g = 980.6199 gals.).
 DM6028
 DM6028.The modeled gravity was interpolated from observed gravity values.
 DM6028
 DM6028;                    North         East    Units  Estimated Accuracy
 DM6028;SPC MN S     -   330,840.      852,540.      MT  (+/- 180 meters Scaled)
 DM6028
 DM6028_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK738913(NAD 83)
 DM6028
 DM6028                          SUPERSEDED SURVEY CONTROL
 DM6028
 DM6028.No superseded survey control is available for this station.
 DM6028
 DM6028_MARKER: DD = SURVEY DISK
 DM6028_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DM6028_SP_SET: BRIDGE RAILING
 DM6028_STAMPING: 2786 BC 1980
 DM6028_MARK LOGO: MNDT
 DM6028_MAGNETIC: N = NO MAGNETIC MATERIAL
 DM6028_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DM6028_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DM6028+SATELLITE: SATELLITE OBSERVATIONS - May 28, 2008
 DM6028
 DM6028  HISTORY     - Date     Condition        Report By
 DM6028  HISTORY     - 1980     MONUMENTED       MNDT
 DM6028  HISTORY     - 20080528 GOOD             MNDT
 DM6028
 DM6028                          STATION DESCRIPTION
 DM6028
 DM6028'DESCRIBED BY MN DEPT OF TRANSP 2008 (PJG)
 DM6028'THE STATION IS LOCATED ABOUT 7.4 MI (11.9 KM) NORTH-NORTHWEST OF
 DM6028'MINNEAPOLIS, 6.5 MI (10.5 KM) WEST OF NEW BRIGHTON AND 4.6 MI (7.4 KM)
 DM6028'SOUTHEAST OF OSSEO.
 DM6028'
 DM6028'THE MARK IS IN BROOKLYN PARK, 2.0 MI (3.2 KM) EAST ALONG INTERSTATE
 DM6028'HIGHWAY 694/INTERSTATE HIGHWAY 94 FROM THE JUNCTION OF INTERSTATE
 DM6028'HIGHWAY 694/INTERSTATE HIGHWAY 94 AND COUNTY ROAD 81, AT INTERSTATE
 DM6028'HIGHWAY 694 MILE POINT 33.5, IN BRIDGE RAILING IN SOUTHWEST CORNER OF
 DM6028'INTERSTATE HIGHWAY 694/INTERSTATE HIGHWAY 94 BRIDGE NUMBER 27924 OVER
 DM6028'BROOKLYN BOULEVARD (COUNTY ROAD 152).
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DL6725 ***********************************************************************
 DL6725  DESIGNATION -  2786 BD
 DL6725  PID         -  DL6725
 DL6725  STATE/COUNTY-  MN/HENNEPIN
 DL6725  COUNTRY     -  US
 DL6725  USGS QUAD   -  MINNEAPOLIS NORTH (2019)
 DL6725
 DL6725                         *CURRENT SURVEY CONTROL
 DL6725  ______________________________________________________________________
 DL6725* NAD 83(2011) POSITION- 45 04 16.59903(N) 093 18 34.77390(W)   ADJUSTED
 DL6725* NAD 83(2011) ELLIP HT-   230.897 (meters)        (06/27/12)   ADJUSTED
 DL6725* NAD 83(2011) EPOCH   -  2010.00
 DL6725* NAVD 88 ORTHO HEIGHT -   258.114 (meters)      846.83  (feet) ADJUSTED
 DL6725  ______________________________________________________________________
 DL6725  GEOID HEIGHT    -        -27.223 (meters)                     GEOID18
 DL6725  NAD 83(2011) X  -   -260,496.916 (meters)                     COMP
 DL6725  NAD 83(2011) Y  - -4,504,623.471 (meters)                     COMP
 DL6725  NAD 83(2011) Z  -  4,493,109.562 (meters)                     COMP
 DL6725  LAPLACE CORR    -         -0.08  (seconds)                    DEFLEC18
 DL6725  DYNAMIC HEIGHT  -        258.111 (meters)      846.82  (feet) COMP
 DL6725  MODELED GRAVITY -    980,598.2   (mgal)                       NAVD 88
 DL6725
 DL6725  VERT ORDER      -  SECOND    CLASS I
 DL6725
 DL6725  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DL6725  Standards:
 DL6725         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DL6725            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DL6725  -------------------------------------------------------------------
 DL6725  NETWORK    0.45   0.53           0.21   0.15   0.27     -0.03628711
 DL6725  -------------------------------------------------------------------
 DL6725  Click here for local accuracies and other accuracy information.
 DL6725
 DL6725.The horizontal coordinates were established by GPS observations
 DL6725.and adjusted by the National Geodetic Survey in June 2012.
 DL6725
 DL6725.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DL6725.been affixed to the stable North American tectonic plate. See 
 DL6725.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DL6725
 DL6725.The horizontal coordinates are valid at the epoch date displayed above
 DL6725.which is a decimal equivalence of Year/Month/Day.
 DL6725
 DL6725.The orthometric height was determined by differential leveling and
 DL6725.adjusted by the NATIONAL GEODETIC SURVEY
 DL6725.in September 2013.
 DL6725
 DL6725.No vertical observational check was made to the station.
 DL6725
 DL6725.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL6725.GEOID18 height accuracy estimate available here.
 DL6725
 DL6725.Click photographs - Photos may exist for this station.
 DL6725
 DL6725.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DL6725
 DL6725.The Laplace correction was computed from DEFLEC18 derived deflections.
 DL6725
 DL6725.The ellipsoidal height was determined by GPS observations
 DL6725.and is referenced to NAD 83.
 DL6725
 DL6725.The dynamic height is computed by dividing the NAVD 88
 DL6725.geopotential number by the normal gravity value computed on the
 DL6725.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL6725.degrees latitude (g = 980.6199 gals.).
 DL6725
 DL6725.The modeled gravity was interpolated from observed gravity values.
 DL6725
 DL6725. The following values were computed from the NAD 83(2011) position.
 DL6725
 DL6725;                    North         East     Units Scale Factor Converg.
 DL6725;SPC MN S     -   330,377.298   854,361.445   MT  0.99997148   +0 29 02.0
 DL6725;SPC MN S     - 1,083,912.85  2,803,017.51   sFT  0.99997148   +0 29 02.0
 DL6725;UTM  15      - 4,990,915.113   475,624.380   MT  0.99960731   -0 13 09.2
 DL6725
 DL6725!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DL6725!SPC MN S     -   0.99996380  x   0.99997148  =   0.99993528
 DL6725!UTM  15      -   0.99996380  x   0.99960731  =   0.99957112
 DL6725
 DL6725_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK7562490915(NAD 83)
 DL6725
 DL6725                          SUPERSEDED SURVEY CONTROL
 DL6725
 DL6725  NAD 83(2007)-  45 04 16.59933(N)    093 18 34.77512(W) AD(2002.00) 1
 DL6725  ELLIP H (03/18/10)  230.921  (m)                       GP(2002.00) 3 2
 DL6725  NAVD 88             258.12   (m)          846.8    (f) LEVELING    3  
 DL6725
 DL6725.Superseded values are not recommended for survey control.
 DL6725
 DL6725.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL6725.See file dsdata.pdf to determine how the superseded data were derived.
 DL6725
 DL6725_MARKER: DV = VERTICAL CONTROL DISK
 DL6725_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DL6725_SP_SET: BRIDGE ABUTMENT
 DL6725_STAMPING: 2786 BD 1988
 DL6725_MARK LOGO: MNDT
 DL6725_MAGNETIC: N = NO MAGNETIC MATERIAL
 DL6725_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL6725_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DL6725+SATELLITE: SATELLITE OBSERVATIONS - April 02, 2012
 DL6725
 DL6725  HISTORY     - Date     Condition        Report By
 DL6725  HISTORY     - 19880401 MONUMENTED       MNDT
 DL6725  HISTORY     - 20080528 GOOD             MNDT
 DL6725  HISTORY     - 20080612 GOOD             MNDT
 DL6725  HISTORY     - 20120402 GOOD             MNDT
 DL6725
 DL6725                          STATION DESCRIPTION
 DL6725
 DL6725'DESCRIBED BY MN DEPT OF TRANSP 2008 (PJG)
 DL6725'RECOVERED AS DESCRIBED.
 DL6725
 DL6725                          STATION RECOVERY (2008)
 DL6725
 DL6725'RECOVERY NOTE BY MN DEPT OF TRANSP 2008 (PJG)
 DL6725'THE MARK WAS RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.
 DL6725'THE MARK IS IN BROOKLYN CENTER, 1.2 MILES EAST ALONG INTERSTATE
 DL6725'HIGHWAY 94 FROM JUNCTION OF INTERSTATE HIGHWAY 94 AND BROOKLYN
 DL6725'BOULEVARD (COUNTY ROAD 152), AT INTERSTATE HIGHWAY 94 MILEPOINT 24.65,
 DL6725'IN WING WALL IN SOUTHEAST CORNER OF INTERSTATE HIGHWAY 94 BRIDGE
 DL6725'NUMBER 27909 OVER A CREEK.
 DL6725
 DL6725                          STATION RECOVERY (2012)
 DL6725
 DL6725'RECOVERY NOTE BY MN DEPT OF TRANSP 2012 (JBG)
 DL6725'CORRECTION-IN ABUTMENT IN SOUTHEAST CORNER OF INTERSTATE HIGHWAY 94
 DL6725'BRIDGE NUMBER 27909 OVER CREEK.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DJ2304 ***********************************************************************
 DJ2304  DESIGNATION -  2789 AA
 DJ2304  PID         -  DJ2304
 DJ2304  STATE/COUNTY-  MN/HENNEPIN
 DJ2304  COUNTRY     -  US
 DJ2304  USGS QUAD   -  HOPKINS (2019)
 DJ2304
 DJ2304                         *CURRENT SURVEY CONTROL
 DJ2304  ______________________________________________________________________
 DJ2304* NAD 83(1986) POSITION- 44 58 14.01   (N) 093 28 10.33   (W)   HD_HELD1
 DJ2304* NAVD 88 ORTHO HEIGHT -   306.313 (meters)     1004.96  (feet) ADJUSTED
 DJ2304  ______________________________________________________________________
 DJ2304  GEOID HEIGHT    -        -26.922 (meters)                     GEOID18
 DJ2304  DYNAMIC HEIGHT  -        306.310 (meters)     1004.95  (feet) COMP
 DJ2304  MODELED GRAVITY -    980,595.8   (mgal)                       NAVD 88
 DJ2304
 DJ2304  VERT ORDER      -  SECOND    CLASS I
 DJ2304
 DJ2304.The horizontal coordinates were determined by differentially corrected
 DJ2304.hand held GPS observations or other comparable positioning techniques
 DJ2304.and have an estimated accuracy of +/- 3 meters.
 DJ2304
 DJ2304.The orthometric height was determined by differential leveling and
 DJ2304.adjusted by the NATIONAL GEODETIC SURVEY
 DJ2304.in May 2010.
 DJ2304
 DJ2304.Significant digits in the geoid height do not necessarily reflect accuracy.
 DJ2304.GEOID18 height accuracy estimate available here.
 DJ2304
 DJ2304.Click photographs - Photos may exist for this station.
 DJ2304
 DJ2304.The dynamic height is computed by dividing the NAVD 88
 DJ2304.geopotential number by the normal gravity value computed on the
 DJ2304.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ2304.degrees latitude (g = 980.6199 gals.).
 DJ2304
 DJ2304.The modeled gravity was interpolated from observed gravity values.
 DJ2304
 DJ2304;                    North         East    Units  Estimated Accuracy
 DJ2304;SPC MN S     -   319,090.8     841,844.7     MT  (+/- 3 meters HH1 GPS) 
 DJ2304
 DJ2304_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK6297479787(NAD 83)
 DJ2304
 DJ2304                          SUPERSEDED SURVEY CONTROL
 DJ2304
 DJ2304.No superseded survey control is available for this station.
 DJ2304
 DJ2304_MARKER: DV = VERTICAL CONTROL DISK
 DJ2304_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DJ2304_SP_SET: BRIDGE RAILING
 DJ2304_STAMPING: 2789 AA 1988
 DJ2304_MARK LOGO: MNDT
 DJ2304_MAGNETIC: N = NO MAGNETIC MATERIAL
 DJ2304_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DJ2304_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DJ2304+SATELLITE: SATELLITE OBSERVATIONS - September 12, 2013
 DJ2304
 DJ2304  HISTORY     - Date     Condition        Report By
 DJ2304  HISTORY     - 19881006 MONUMENTED       MNDT
 DJ2304  HISTORY     - 19940323 GOOD             MNDT
 DJ2304  HISTORY     - 20070313 GOOD             MNDT
 DJ2304  HISTORY     - 20080529 GOOD             MNDT
 DJ2304  HISTORY     - 20130912 GOOD             MNDT
 DJ2304
 DJ2304                          STATION DESCRIPTION
 DJ2304
 DJ2304'DESCRIBED BY MN DEPT OF TRANSP 1988 (EGS)
 DJ2304'THE MARK IS LOCATED IN THE CITY OF MINNETONKA 0.5 MILE WEST ALONG
 DJ2304'TRUNK HIGHWAY 12 FROM ITS JUNCTION WITH INTERSTATE HIGHWAY 494.  THE
 DJ2304'MARK, A STANDARD MNDT ALUMINUM VERTICAL CONTROL MONUMENT DISK
 DJ2304'STAMPED---2789 AA 1988---, IS SET IN THE SIDEWALK OF THE BRIDGE
 DJ2304'ABUTMENT IN THE SOUTHEAST CORNER OF BRIDGE NUMBER 27655 (CARLSON
 DJ2304'PARKWAY OVER TRUNK HIGHWAY 12).
 DJ2304
 DJ2304                          STATION RECOVERY (1994)
 DJ2304
 DJ2304'RECOVERY NOTE BY MN DEPT OF TRANSP 1994 (WAS)
 DJ2304'MARK RECOVERED AS FORMERLY DESCRIBED.
 DJ2304
 DJ2304                          STATION RECOVERY (2007)
 DJ2304
 DJ2304'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (FAD)
 DJ2304'RECOVERED IN GOOD CONDITION.  NEW ADDITIONS FOLLOW.  BEHIND STEEL
 DJ2304'RAILING, 0.5 FEET (15.2 CM) FROM END OF RAILING.  DISK SET IN BRIDGE
 DJ2304'WHEN BUILT IN 1986 THEN STAMPED WHEN USED IN 1988.
 DJ2304
 DJ2304                          STATION RECOVERY (2008)
 DJ2304
 DJ2304'RECOVERY NOTE BY MN DEPT OF TRANSP 2008 (DAS)
 DJ2304'RECOVERED AS DESCRIBED.
 DJ2304
 DJ2304                          STATION RECOVERY (2013)
 DJ2304
 DJ2304'RECOVERY NOTE BY MN DEPT OF TRANSP 2013 (KMS)
 DJ2304'IN MINNETONKA, IN CONCRETE BRIDGE RAILING BEHIND STEEL RAILING IN
 DJ2304'SOUTHEAST CORNER OF CARLSON PARKWAY BRIDGE NUMBER 27655 OVER TRUNK
 DJ2304'HIGHWAY 12, 0.5 MILE WEST ALONG TRUNK HIGHWAY 12 FROM JUNCTION OF
 DJ2304'TRUNK HIGHWAY 12 AND INTERSTATE HIGHWAY 494, 0.5 FOOT FROM END OF
 DJ2304'RAILING.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DJ2305 ***********************************************************************
 DJ2305  DESIGNATION -  2789 AB
 DJ2305  PID         -  DJ2305
 DJ2305  STATE/COUNTY-  MN/HENNEPIN
 DJ2305  COUNTRY     -  US
 DJ2305  USGS QUAD   -  HOPKINS (2019)
 DJ2305
 DJ2305                         *CURRENT SURVEY CONTROL
 DJ2305  ______________________________________________________________________
 DJ2305* NAD 83(1986) POSITION- 44 58 14.60   (N) 093 28 26.77   (W)   HD_HELD1
 DJ2305* NAVD 88 ORTHO HEIGHT -   292.265 (meters)      958.87  (feet) ADJUSTED
 DJ2305  ______________________________________________________________________
 DJ2305  GEOID HEIGHT    -        -26.922 (meters)                     GEOID18
 DJ2305  DYNAMIC HEIGHT  -        292.262 (meters)      958.86  (feet) COMP
 DJ2305  MODELED GRAVITY -    980,595.7   (mgal)                       NAVD 88
 DJ2305
 DJ2305  VERT ORDER      -  SECOND    CLASS I
 DJ2305
 DJ2305.The horizontal coordinates were determined by differentially corrected
 DJ2305.hand held GPS observations or other comparable positioning techniques
 DJ2305.and have an estimated accuracy of +/- 3 meters.
 DJ2305
 DJ2305.The orthometric height was determined by differential leveling and
 DJ2305.adjusted by the NATIONAL GEODETIC SURVEY
 DJ2305.in May 2010.
 DJ2305
 DJ2305.Significant digits in the geoid height do not necessarily reflect accuracy.
 DJ2305.GEOID18 height accuracy estimate available here.
 DJ2305
 DJ2305.Click photographs - Photos may exist for this station.
 DJ2305
 DJ2305.The dynamic height is computed by dividing the NAVD 88
 DJ2305.geopotential number by the normal gravity value computed on the
 DJ2305.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ2305.degrees latitude (g = 980.6199 gals.).
 DJ2305
 DJ2305.The modeled gravity was interpolated from observed gravity values.
 DJ2305
 DJ2305;                    North         East    Units  Estimated Accuracy
 DJ2305;SPC MN S     -   319,106.7     841,484.3     MT  (+/- 3 meters HH1 GPS) 
 DJ2305
 DJ2305_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK6261479807(NAD 83)
 DJ2305
 DJ2305                          SUPERSEDED SURVEY CONTROL
 DJ2305
 DJ2305.No superseded survey control is available for this station.
 DJ2305
 DJ2305_MARKER: B = BOLT
 DJ2305_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 DJ2305_SP_SET: CONCRETE FOOTING
 DJ2305_STAMPING: UNSTAMPED
 DJ2305_MARK LOGO: MNDT
 DJ2305_MAGNETIC: N = NO MAGNETIC MATERIAL
 DJ2305_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DJ2305+STABILITY: SURFACE MOTION
 DJ2305_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DJ2305+SATELLITE: SATELLITE OBSERVATIONS - June 02, 2014
 DJ2305
 DJ2305  HISTORY     - Date     Condition        Report By
 DJ2305  HISTORY     - 19881006 MONUMENTED       MNDT
 DJ2305  HISTORY     - 19930505 GOOD             MNDT
 DJ2305  HISTORY     - 20070313 GOOD             MNDT
 DJ2305  HISTORY     - 20080529 GOOD             MNDT
 DJ2305  HISTORY     - 20140602 GOOD             MNDT
 DJ2305
 DJ2305                          STATION DESCRIPTION
 DJ2305
 DJ2305'DESCRIBED BY MN DEPT OF TRANSP 1988 (EGS)
 DJ2305'THE MARK IS LOCATED IN THE CITY OF MINNETONKA 0.7 MILE WEST ALONG
 DJ2305'TRUNK HIGHWAY 12 FROM ITS JUNCTION WITH INTERSTATE HIGHWAY 494, AT
 DJ2305'MILEPOINT 156.3 AND IN THE SW 1/4 OF SECTION 4, T117N, R22W.  THE
 DJ2305'MARK, A CHISLED X ON THE TOP OF A BOLT (UNSTAMPED), IS THE NORTHEAST
 DJ2305'BOLT IN THE CONCRETE BASE OF AN OVERHEAD SIGN SOUTH OF EASTBOUND 394.
 DJ2305
 DJ2305                          STATION RECOVERY (1993)
 DJ2305
 DJ2305'RECOVERY NOTE BY MN DEPT OF TRANSP 1993 (WAS)
 DJ2305'MARK RECOVERED AS FORMERLY DESCRIBED.
 DJ2305
 DJ2305                          STATION RECOVERY (2007)
 DJ2305
 DJ2305'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (FAD)
 DJ2305'RECOVERED AS DESCRIBED.
 DJ2305
 DJ2305                          STATION RECOVERY (2008)
 DJ2305
 DJ2305'RECOVERY NOTE BY MN DEPT OF TRANSP 2008 (PJG)
 DJ2305'THE MARK IS LOCATED ABOUT 6.3 MI (10.1 KM) NORTHEAST OF EXCELSIOR, 5.4
 DJ2305'MI (8.7 KM) SOUTH-SOUTHEAST OF HAMEL AND 3.2 MI (5.1 KM)
 DJ2305'NORTH-NORTHWEST OF HOPKINS.
 DJ2305'
 DJ2305'TO REACH TO THE MARK AT MINNETONKA, GO 0.7 MI (1.1 KM) WEST OF THE
 DJ2305'JUNCTION OF TRUNK HIGHWAY 12-INTERSTATE (30 CM) HIGHWAY 394 AND
 DJ2305'INTERSTATE HIGHWAY 494, AT TRUNK HIGHWAY 12 MILE POINT 156.3, STATION
 DJ2305'IS CHISELED X ON NORTHEAST BOLT IN CONCRETE BASE OF OVERHEAD SIGN
 DJ2305'(EXIT 1A) SOUTH OF EASTBOUND TRUNK HIGHWAY 12 ON EXIT TO CARLSON
 DJ2305'PARKWAY.
 DJ2305
 DJ2305                          STATION RECOVERY (2014)
 DJ2305
 DJ2305'RECOVERY NOTE BY MN DEPT OF TRANSP 2014 (JAM)
 DJ2305'IN MINNETONKA, 0.7 MI (1.1 KM) WEST ALONG TRUNK HIGHWAY 12  FROM THE
 DJ2305'JUNCTION OF TRUNK HIGHWAY 12 AND INTERSTATE HIGHWAY 494, AT TRUNK
 DJ2305'HIGHWAY 12 MILE POINT 156.3, SOUTH OF EASTBOUND TRUNK HIGHWAY 12 ON
 DJ2305'EXIT TO CARLSON PARKWAY, STATION IS CHISELED X ON NORTHEAST BOLT IN
 DJ2305'CONCRETE BASE OF OVERHEAD SIGN (CARLSON PKWY/ LINNER ROAD).
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DJ2306 ***********************************************************************
 DJ2306  DESIGNATION -  2789 AC
 DJ2306  PID         -  DJ2306
 DJ2306  STATE/COUNTY-  MN/HENNEPIN
 DJ2306  COUNTRY     -  US
 DJ2306  USGS QUAD   -  HOPKINS (2019)
 DJ2306
 DJ2306                         *CURRENT SURVEY CONTROL
 DJ2306  ______________________________________________________________________
 DJ2306* NAD 83(1986) POSITION- 44 58 14.94   (N) 093 28 42.05   (W)   HD_HELD1
 DJ2306* NAVD 88 ORTHO HEIGHT -   289.929 (meters)      951.21  (feet) ADJUSTED
 DJ2306  ______________________________________________________________________
 DJ2306  GEOID HEIGHT    -        -26.923 (meters)                     GEOID18
 DJ2306  DYNAMIC HEIGHT  -        289.925 (meters)      951.20  (feet) COMP
 DJ2306  MODELED GRAVITY -    980,595.3   (mgal)                       NAVD 88
 DJ2306
 DJ2306  VERT ORDER      -  SECOND    CLASS I
 DJ2306
 DJ2306.The horizontal coordinates were determined by differentially corrected
 DJ2306.hand held GPS observations or other comparable positioning techniques
 DJ2306.and have an estimated accuracy of +/- 3 meters.
 DJ2306
 DJ2306.The orthometric height was determined by differential leveling and
 DJ2306.adjusted by the NATIONAL GEODETIC SURVEY
 DJ2306.in May 2010.
 DJ2306
 DJ2306.Significant digits in the geoid height do not necessarily reflect accuracy.
 DJ2306.GEOID18 height accuracy estimate available here.
 DJ2306
 DJ2306.Click photographs - Photos may exist for this station.
 DJ2306
 DJ2306.The dynamic height is computed by dividing the NAVD 88
 DJ2306.geopotential number by the normal gravity value computed on the
 DJ2306.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ2306.degrees latitude (g = 980.6199 gals.).
 DJ2306
 DJ2306.The modeled gravity was interpolated from observed gravity values.
 DJ2306
 DJ2306;                    North         East    Units  Estimated Accuracy
 DJ2306;SPC MN S     -   319,115.0     841,149.4     MT  (+/- 3 meters HH1 GPS) 
 DJ2306
 DJ2306_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK6227979819(NAD 83)
 DJ2306
 DJ2306                          SUPERSEDED SURVEY CONTROL
 DJ2306
 DJ2306.No superseded survey control is available for this station.
 DJ2306
 DJ2306_MARKER: B = BOLT
 DJ2306_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 DJ2306_SP_SET: CONCRETE FOOTING
 DJ2306_STAMPING: 2789 AC 1988
 DJ2306_MARK LOGO: MNDT
 DJ2306_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DJ2306_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DJ2306+STABILITY: SURFACE MOTION
 DJ2306_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DJ2306+SATELLITE: SATELLITE OBSERVATIONS - June 02, 2014
 DJ2306
 DJ2306  HISTORY     - Date     Condition        Report By
 DJ2306  HISTORY     - 19881006 MONUMENTED       MNDT
 DJ2306  HISTORY     - 19930505 GOOD             MNDT
 DJ2306  HISTORY     - 20140602 GOOD             MNDT
 DJ2306
 DJ2306                          STATION DESCRIPTION
 DJ2306
 DJ2306'DESCRIBED BY MN DEPT OF TRANSP 1988 (EGS)
 DJ2306'THE MARK IS LOCATED IN THE CITY OF WAYZATA 0.9 MILE WEST ALONG TRUNK
 DJ2306'HIGHWAY 12 FROM ITS JUNCTION WITH INTERSTATE HIGHWAY 494, AT MILEPOINT
 DJ2306'156.1 AND IN THE SW 1/4 OF SECTION 4, T117N, R22W.  THE MARK, A
 DJ2306'CHISLED X ON THE TOP OF A BOLT (UNSTAMPED), IS THE NORTHEAST BOLT IN
 DJ2306'THE CONCRETE BASE OF AN OVERHEAD SIGN SOUTH OF EASTBOUND 394.
 DJ2306
 DJ2306                          STATION RECOVERY (1993)
 DJ2306
 DJ2306'RECOVERY NOTE BY MN DEPT OF TRANSP 1993 (WAS)
 DJ2306'MARK RECOVERED AS FORMERLY DESCRIBED.
 DJ2306
 DJ2306                          STATION RECOVERY (2014)
 DJ2306
 DJ2306'RECOVERY NOTE BY MN DEPT OF TRANSP 2014 (JAM)
 DJ2306'IN WAYZATA, 0.8 MI (1.3 KM) WEST OF THE JUNCTION OF TRUNK HIGHWAY 12
 DJ2306'AND INTERSTATE HIGHWAY 494, AT TRUNK HIGHWAY 12 MILE POINT 156.1,
 DJ2306'SOUTH OF EASTBOUND TRUNK HIGHWAY 12, STATION IS CHISELED X ON TOP OF
 DJ2306'NORTHEAST BOLT IN CONCRETE BASE OF OVERHEAD SIGN (EXIT 1A-B).
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DJ2307 ***********************************************************************
 DJ2307  DESIGNATION -  2789 AD
 DJ2307  PID         -  DJ2307
 DJ2307  STATE/COUNTY-  MN/HENNEPIN
 DJ2307  COUNTRY     -  US
 DJ2307  USGS QUAD   -  HOPKINS (2019)
 DJ2307
 DJ2307                         *CURRENT SURVEY CONTROL
 DJ2307  ______________________________________________________________________
 DJ2307* NAD 83(1986) POSITION- 44 58 15.09   (N) 093 29 04.29   (W)   HD_HELD1
 DJ2307* NAVD 88 ORTHO HEIGHT -   296.525 (meters)      972.85  (feet) ADJUSTED
 DJ2307  ______________________________________________________________________
 DJ2307  GEOID HEIGHT    -        -26.923 (meters)                     GEOID18
 DJ2307  DYNAMIC HEIGHT  -        296.521 (meters)      972.84  (feet) COMP
 DJ2307  MODELED GRAVITY -    980,594.9   (mgal)                       NAVD 88
 DJ2307
 DJ2307  VERT ORDER      -  SECOND    CLASS I
 DJ2307
 DJ2307.The horizontal coordinates were determined by differentially corrected
 DJ2307.hand held GPS observations or other comparable positioning techniques
 DJ2307.and have an estimated accuracy of +/- 3 meters.
 DJ2307
 DJ2307.The orthometric height was determined by differential leveling and
 DJ2307.adjusted by the NATIONAL GEODETIC SURVEY
 DJ2307.in May 2010.
 DJ2307
 DJ2307.Significant digits in the geoid height do not necessarily reflect accuracy.
 DJ2307.GEOID18 height accuracy estimate available here.
 DJ2307
 DJ2307.Click photographs - Photos may exist for this station.
 DJ2307
 DJ2307.The dynamic height is computed by dividing the NAVD 88
 DJ2307.geopotential number by the normal gravity value computed on the
 DJ2307.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ2307.degrees latitude (g = 980.6199 gals.).
 DJ2307
 DJ2307.The modeled gravity was interpolated from observed gravity values.
 DJ2307
 DJ2307;                    North         East    Units  Estimated Accuracy
 DJ2307;SPC MN S     -   319,116.6     840,662.1     MT  (+/- 3 meters HH1 GPS) 
 DJ2307
 DJ2307_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK6179279827(NAD 83)
 DJ2307
 DJ2307                          SUPERSEDED SURVEY CONTROL
 DJ2307
 DJ2307.No superseded survey control is available for this station.
 DJ2307
 DJ2307_MARKER: B = BOLT
 DJ2307_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 DJ2307_SP_SET: CONCRETE FOOTING
 DJ2307_STAMPING: 2789 AD 1988
 DJ2307_MARK LOGO: MNDT
 DJ2307_MAGNETIC: N = NO MAGNETIC MATERIAL
 DJ2307_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DJ2307+STABILITY: SURFACE MOTION
 DJ2307_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DJ2307+SATELLITE: SATELLITE OBSERVATIONS - June 02, 2014
 DJ2307
 DJ2307  HISTORY     - Date     Condition        Report By
 DJ2307  HISTORY     - 19881006 MONUMENTED       MNDT
 DJ2307  HISTORY     - 19930505 GOOD             MNDT
 DJ2307  HISTORY     - 20140602 GOOD             MNDT
 DJ2307
 DJ2307                          STATION DESCRIPTION
 DJ2307
 DJ2307'DESCRIBED BY MN DEPT OF TRANSP 1988 (EGS)
 DJ2307'THE MARK IS LOCATED IN THE CITY OF WAYZATA 1.3 MILE WEST ALONG TRUNK
 DJ2307'HIGHWAY 12 FROM ITS JUNCTION WITH INTERSTATE HIGHWAY 494.  THE MARK IS
 DJ2307'A CHISELED X IN THE TOP OF THE NORTHEAST BOLT (UNSTAMPED) IN THE
 DJ2307'CONCRETE BASE OF OF THE OVERHEAD SIGN ON THE SOUTH EDGE OF EASTBOUND
 DJ2307'394 AT HIGHWAY 12 MILEPOINT 155.9.
 DJ2307
 DJ2307                          STATION RECOVERY (1993)
 DJ2307
 DJ2307'RECOVERY NOTE BY MN DEPT OF TRANSP 1993 (WAS)
 DJ2307'MARK RECOVERED AS FORMERLY DESCRIBED.
 DJ2307
 DJ2307                          STATION RECOVERY (2014)
 DJ2307
 DJ2307'RECOVERY NOTE BY MN DEPT OF TRANSP 2014 (JAM)
 DJ2307'IN WAYZATA, 1.3 MI (2.1 KM) WEST ALONG TRUNK HIGHWAY 12  FROM THE
 DJ2307'JUNCTION OF TRUNK HIGHWAY 12 AND INTERSTATE HIGHWAY 494, AT TRUNK
 DJ2307'HIGHWAY 12 MILE POINT 155.9, MARK IS AN X ON TOP OF NORTHEAST BOLT IN
 DJ2307'SOUTH BASE OF OVERHEAD SIGN FOR EASTBOUND TRUNK HIGHWAY 12.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DK6314 ***********************************************************************
 DK6314  DESIGNATION -  2789 AE
 DK6314  PID         -  DK6314
 DK6314  STATE/COUNTY-  MN/HENNEPIN
 DK6314  COUNTRY     -  US
 DK6314  USGS QUAD   -  HOPKINS (2019)
 DK6314
 DK6314                         *CURRENT SURVEY CONTROL
 DK6314  ______________________________________________________________________
 DK6314* NAD 83(1986) POSITION- 44 58 19.02   (N) 093 29 35.41   (W)   HD_HELD1
 DK6314* NAVD 88 ORTHO HEIGHT -   301.168 (meters)      988.08  (feet) ADJUSTED
 DK6314  ______________________________________________________________________
 DK6314  GEOID HEIGHT    -        -26.929 (meters)                     GEOID18
 DK6314  DYNAMIC HEIGHT  -        301.164 (meters)      988.07  (feet) COMP
 DK6314  MODELED GRAVITY -    980,594.3   (mgal)                       NAVD 88
 DK6314
 DK6314  VERT ORDER      -  SECOND    CLASS I
 DK6314
 DK6314.The horizontal coordinates were determined by differentially corrected
 DK6314.hand held GPS observations or other comparable positioning techniques
 DK6314.and have an estimated accuracy of +/- 3 meters.
 DK6314
 DK6314.The orthometric height was determined by differential leveling and
 DK6314.adjusted by the NATIONAL GEODETIC SURVEY
 DK6314.in May 2010.
 DK6314
 DK6314.Significant digits in the geoid height do not necessarily reflect accuracy.
 DK6314.GEOID18 height accuracy estimate available here.
 DK6314
 DK6314.Click photographs - Photos may exist for this station.
 DK6314
 DK6314.The dynamic height is computed by dividing the NAVD 88
 DK6314.geopotential number by the normal gravity value computed on the
 DK6314.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK6314.degrees latitude (g = 980.6199 gals.).
 DK6314
 DK6314.The modeled gravity was interpolated from observed gravity values.
 DK6314
 DK6314;                    North         East    Units  Estimated Accuracy
 DK6314;SPC MN S     -   319,233.6     839,979.5     MT  (+/- 3 meters HH1 GPS) 
 DK6314
 DK6314_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK6111179952(NAD 83)
 DK6314
 DK6314                          SUPERSEDED SURVEY CONTROL
 DK6314
 DK6314.No superseded survey control is available for this station.
 DK6314
 DK6314_MARKER: DB = BENCH MARK DISK
 DK6314_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DK6314_SP_SET: BRIDGE ABUTMENT
 DK6314_STAMPING: 2789 AE 1993
 DK6314_MARK LOGO: MNDT
 DK6314_MAGNETIC: N = NO MAGNETIC MATERIAL
 DK6314_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DK6314_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DK6314+SATELLITE: SATELLITE OBSERVATIONS - October 12, 2019
 DK6314
 DK6314  HISTORY     - Date     Condition        Report By
 DK6314  HISTORY     - 19930607 MONUMENTED       MNDT
 DK6314  HISTORY     - 20191012 GOOD             USPSQD
 DK6314
 DK6314                          STATION DESCRIPTION
 DK6314
 DK6314'DESCRIBED BY MN DEPT OF TRANSP 1993
 DK6314'THE MARK IS LOCATED ABOUT 5.9 MI (9.6 KM) NORTHEAST OF EXCELSIOR, 5.0
 DK6314'MI (8.1 KM) SOUTH-SOUTHEAST OF HAMEL AND 3.6 MI (5.8 KM)
 DK6314'NORTH-NORTHWEST OF HOPKINS.
 DK6314'
 DK6314'THE MARK IS LOCATED IN THE TOWN OF WAYZATA, IN THE BRIDGE ABUTMENT AT
 DK6314'THE NORTHWEST CORNER OF TRUNK HIGHWAY 12 BRIDGE NUMBER 27009 OVER
 DK6314'COUNTY ROAD 15, AT TRUNK HIGHWAY 12 MILEPOST 155.05, 1.6 MI (2.6 KM)
 DK6314'WEST OF FAI 494.
 DK6314
 DK6314                          STATION RECOVERY (2019)
 DK6314
 DK6314'RECOVERY NOTE BY US POWER SQUADRON 2019 (JL)
 DK6314'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DK6346 ***********************************************************************
 DK6346  DESIGNATION -  2789 AG
 DK6346  PID         -  DK6346
 DK6346  STATE/COUNTY-  MN/HENNEPIN
 DK6346  COUNTRY     -  US
 DK6346  USGS QUAD   -  HOPKINS (2019)
 DK6346
 DK6346                         *CURRENT SURVEY CONTROL
 DK6346  ______________________________________________________________________
 DK6346* NAD 83(1986) POSITION- 44 58 17.40   (N) 093 27 36.33   (W)   HD_HELD1
 DK6346* NAVD 88 ORTHO HEIGHT -   298.969 (meters)      980.87  (feet) ADJUSTED
 DK6346  ______________________________________________________________________
 DK6346  GEOID HEIGHT    -        -26.926 (meters)                     GEOID18
 DK6346  DYNAMIC HEIGHT  -        298.965 (meters)      980.85  (feet) COMP
 DK6346  MODELED GRAVITY -    980,595.9   (mgal)                       NAVD 88
 DK6346
 DK6346  VERT ORDER      -  SECOND    CLASS I
 DK6346
 DK6346.The horizontal coordinates were determined by differentially corrected
 DK6346.hand held GPS observations or other comparable positioning techniques
 DK6346.and have an estimated accuracy of +/- 3 meters.
 DK6346
 DK6346.The orthometric height was determined by differential leveling and
 DK6346.adjusted by the NATIONAL GEODETIC SURVEY
 DK6346.in May 2010.
 DK6346
 DK6346.Significant digits in the geoid height do not necessarily reflect accuracy.
 DK6346.GEOID18 height accuracy estimate available here.
 DK6346
 DK6346.Click photographs - Photos may exist for this station.
 DK6346
 DK6346.The dynamic height is computed by dividing the NAVD 88
 DK6346.geopotential number by the normal gravity value computed on the
 DK6346.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK6346.degrees latitude (g = 980.6199 gals.).
 DK6346
 DK6346.The modeled gravity was interpolated from observed gravity values.
 DK6346
 DK6346;                    North         East    Units  Estimated Accuracy
 DK6346;SPC MN S     -   319,200.3     842,589.0     MT  (+/- 3 meters HH1 GPS) 
 DK6346
 DK6346_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK6371979887(NAD 83)
 DK6346
 DK6346                          SUPERSEDED SURVEY CONTROL
 DK6346
 DK6346.No superseded survey control is available for this station.
 DK6346
 DK6346_MARKER: DV = VERTICAL CONTROL DISK
 DK6346_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DK6346_SP_SET: BRIDGE RAILING
 DK6346_STAMPING: 2789 AG 1993
 DK6346_MARK LOGO: MNDT
 DK6346_MAGNETIC: N = NO MAGNETIC MATERIAL
 DK6346_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DK6346_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DK6346+SATELLITE: SATELLITE OBSERVATIONS - September 11, 2013
 DK6346
 DK6346  HISTORY     - Date     Condition        Report By
 DK6346  HISTORY     - 19930505 MONUMENTED       MNDT
 DK6346  HISTORY     - 20080703 GOOD             MNDT
 DK6346  HISTORY     - 20130911 GOOD             MNDT
 DK6346
 DK6346                          STATION DESCRIPTION
 DK6346
 DK6346'DESCRIBED BY MN DEPT OF TRANSP 1993
 DK6346'THE MARK IS LOCATED ABOUT 6.8 MI (11.0 KM) NORTHEAST OF EXCELSIOR, 6.0
 DK6346'MI (9.6 KM) SOUTH-SOUTHEAST OF HAMEL AND 3.0 MI (4.8 KM) NORTH OF
 DK6346'HOPKINS IN THE TOWN OF MINNETONKA, IN THE RAILING AT THE NORTHEAST
 DK6346'CORNER OF NORTH BOUND FAI 494 BRIDGE NUMBER 27829 OVER FAI 394, AT FAI
 DK6346'494 MILEPOST 19.5, AT THE JUNCTION OF FAI 394 AND FAI 494.
 DK6346
 DK6346                          STATION RECOVERY (2008)
 DK6346
 DK6346'RECOVERY NOTE BY MN DEPT OF TRANSP 2008 (DAS)
 DK6346'THE MARK IS IN MINNETONKA.
 DK6346'
 DK6346'TO REACH THE MARK FROM THE JUNCTION INTERSTATE HIGHWAY 494 AND TRUNK
 DK6346'HIGHWAY 12/INTERSTATE HIGHWAY 394, AT INTERSTATE HIGHWAY 494 MI (794.8
 DK6346'KM) POINT.
 DK6346'
 DK6346'IT IS 19.5, IN RAILING AT NORTHEAST CORNER OF BRIDGE NORTH BOUND
 DK6346'INTERSTATE HIGHWAY 494 OVER INTERSTATE HIGHWAY 394 (EAST) AND TRUNK
 DK6346'HIGHWAY 12 (WEST).
 DK6346
 DK6346                          STATION RECOVERY (2013)
 DK6346
 DK6346'RECOVERY NOTE BY MN DEPT OF TRANSP 2013 (MAS)
 DK6346'IN MINNETONKA, IN BRIDGE RAILING IN NORTHEAST CORNER OF BRIDGE NUMBER
 DK6346'27829 NORTHBOUND INTERSTATE HIGHWAY 494 OVER INTERSTATE HIGHWAY 394/
 DK6346'TRUNK HIGHWAY 12, AT JUNCTION INTERSTATE HIGHWAY 494 AND INTERSTATE
 DK6346'HIGHWAY 394, AT INTERSTATE HIGHWAY 494 MILEPOINT 19.5.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DK6342 ***********************************************************************
 DK6342  DESIGNATION -  2789 AH
 DK6342  PID         -  DK6342
 DK6342  STATE/COUNTY-  MN/HENNEPIN
 DK6342  COUNTRY     -  US
 DK6342  USGS QUAD   -  HOPKINS (2019)
 DK6342
 DK6342                         *CURRENT SURVEY CONTROL
 DK6342  ______________________________________________________________________
 DK6342* NAD 83(1986) POSITION- 44 58 14.00   (N) 093 26 40.34   (W)   HD_HELD1
 DK6342* NAVD 88 ORTHO HEIGHT -   301.663 (meters)      989.71  (feet) ADJUSTED
 DK6342  ______________________________________________________________________
 DK6342  GEOID HEIGHT    -        -26.931 (meters)                     GEOID18
 DK6342  DYNAMIC HEIGHT  -        301.659 (meters)      989.69  (feet) COMP
 DK6342  MODELED GRAVITY -    980,595.7   (mgal)                       NAVD 88
 DK6342
 DK6342  VERT ORDER      -  SECOND    CLASS I
 DK6342
 DK6342.The horizontal coordinates were determined by differentially corrected
 DK6342.hand held GPS observations or other comparable positioning techniques
 DK6342.and have an estimated accuracy of +/- 3 meters.
 DK6342
 DK6342.The orthometric height was determined by differential leveling and
 DK6342.adjusted by the NATIONAL GEODETIC SURVEY
 DK6342.in September 2013.
 DK6342
 DK6342.No vertical observational check was made to the station.
 DK6342
 DK6342.Significant digits in the geoid height do not necessarily reflect accuracy.
 DK6342.GEOID18 height accuracy estimate available here.
 DK6342
 DK6342.Click photographs - Photos may exist for this station.
 DK6342
 DK6342.The dynamic height is computed by dividing the NAVD 88
 DK6342.geopotential number by the normal gravity value computed on the
 DK6342.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK6342.degrees latitude (g = 980.6199 gals.).
 DK6342
 DK6342.The modeled gravity was interpolated from observed gravity values.
 DK6342
 DK6342;                    North         East    Units  Estimated Accuracy
 DK6342;SPC MN S     -   319,103.6     843,816.5     MT  (+/- 3 meters HH1 GPS) 
 DK6342
 DK6342_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK6494579775(NAD 83)
 DK6342
 DK6342                          SUPERSEDED SURVEY CONTROL
 DK6342
 DK6342  NAVD 88 (05/05/10)  301.660  (m)          989.70   (f) SUPERSEDED  2 1
 DK6342
 DK6342.Superseded values are not recommended for survey control.
 DK6342
 DK6342.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK6342.See file dsdata.pdf to determine how the superseded data were derived.
 DK6342
 DK6342_MARKER: DV = VERTICAL CONTROL DISK
 DK6342_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DK6342_SP_SET: BRIDGE RAILING
 DK6342_STAMPING: 2789 AH 1993
 DK6342_MARK LOGO: MNDT
 DK6342_MAGNETIC: N = NO MAGNETIC MATERIAL
 DK6342_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DK6342_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DK6342+SATELLITE: SATELLITE OBSERVATIONS - June 02, 2014
 DK6342
 DK6342  HISTORY     - Date     Condition        Report By
 DK6342  HISTORY     - 19930505 MONUMENTED       MNDT
 DK6342  HISTORY     - 20080529 GOOD             MNDT
 DK6342  HISTORY     - 20140602 GOOD             MNDT
 DK6342
 DK6342                          STATION DESCRIPTION
 DK6342
 DK6342'DESCRIBED BY MN DEPT OF TRANSP 1993
 DK6342'THE MARK IS LOCATED ABOUT 7.6 MI (12.2 KM) NORTHEAST OF EXCELSIOR, 6.3
 DK6342'MI (10.1 KM) SOUTHEAST OF HAMEL AND 3.3 MI (5.3 KM) NORTH-NORTHEAST OF
 DK6342'HOPKINS IN THE TOWN OF MINNETONKA, IN THE BRIDGE RAILING AT THE
 DK6342'SOUTHEAST CORNER OF PLYMOUTH AVENUE BRIDGE NUMBER 27736 OVER FAI 394,
 DK6342'AT FAI 394 MILEPOST 0.75, 0.8 MI (1.3 KM) EAST OF FAI 494.
 DK6342
 DK6342                          STATION RECOVERY (2008)
 DK6342
 DK6342'RECOVERY NOTE BY MN DEPT OF TRANSP 2008 (DAS)
 DK6342'RECOVERED AS DESCRIBED.
 DK6342
 DK6342                          STATION RECOVERY (2014)
 DK6342
 DK6342'RECOVERY NOTE BY MN DEPT OF TRANSP 2014 (JAM)
 DK6342'IN MINNETONKA, IN BRIDGE RAILING AT SOUTHEAST CORNER OF COUNTY ROAD
 DK6342'61/ PLYMOUTH ROAD BRIDGE NUMBER 27736 OVER INTERSTATE HIGHWAY 394, AT
 DK6342'INTERSTATE HIGHWAY 394 MILE POINT 0.75, 0.8 MI (1.3 KM) EAST ALONG
 DK6342'INTERSTATE HIGHWAY 394  FROM THE JUNCTION OF INTERSTATE HIGHWAYS 394
 DK6342'AND 494, 28.0 FT (8.5 M) EAST OF COUNTY ROAD 61.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DK6341 ***********************************************************************
 DK6341  DESIGNATION -  2789 AJ
 DK6341  PID         -  DK6341
 DK6341  STATE/COUNTY-  MN/HENNEPIN
 DK6341  COUNTRY     -  US
 DK6341  USGS QUAD   -  HOPKINS (2019)
 DK6341
 DK6341                         *CURRENT SURVEY CONTROL
 DK6341  ______________________________________________________________________
 DK6341* NAD 83(1986) POSITION- 44 58 16.90   (N) 093 26 42.16   (W)   HD_HELD1
 DK6341* NAVD 88 ORTHO HEIGHT -   302.374 (meters)      992.04  (feet) ADJUSTED
 DK6341  ______________________________________________________________________
 DK6341  GEOID HEIGHT    -        -26.932 (meters)                     GEOID18
 DK6341  DYNAMIC HEIGHT  -        302.370 (meters)      992.03  (feet) COMP
 DK6341  MODELED GRAVITY -    980,595.7   (mgal)                       NAVD 88
 DK6341
 DK6341  VERT ORDER      -  SECOND    CLASS I
 DK6341
 DK6341.The horizontal coordinates were determined by differentially corrected
 DK6341.hand held GPS observations or other comparable positioning techniques
 DK6341.and have an estimated accuracy of +/- 3 meters.
 DK6341
 DK6341.The orthometric height was determined by differential leveling and
 DK6341.adjusted by the NATIONAL GEODETIC SURVEY
 DK6341.in May 2010.
 DK6341
 DK6341.Significant digits in the geoid height do not necessarily reflect accuracy.
 DK6341.GEOID18 height accuracy estimate available here.
 DK6341
 DK6341.Click photographs - Photos may exist for this station.
 DK6341
 DK6341.The dynamic height is computed by dividing the NAVD 88
 DK6341.geopotential number by the normal gravity value computed on the
 DK6341.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK6341.degrees latitude (g = 980.6199 gals.).
 DK6341
 DK6341.The modeled gravity was interpolated from observed gravity values.
 DK6341
 DK6341;                    North         East    Units  Estimated Accuracy
 DK6341;SPC MN S     -   319,192.8     843,776.0     MT  (+/- 3 meters HH1 GPS) 
 DK6341
 DK6341_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK6490679865(NAD 83)
 DK6341
 DK6341                          SUPERSEDED SURVEY CONTROL
 DK6341
 DK6341.No superseded survey control is available for this station.
 DK6341
 DK6341_MARKER: DV = VERTICAL CONTROL DISK
 DK6341_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DK6341_SP_SET: BRIDGE RAILING
 DK6341_STAMPING: 2789 AJ 1993
 DK6341_MARK LOGO: MNDT
 DK6341_MAGNETIC: N = NO MAGNETIC MATERIAL
 DK6341_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DK6341_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DK6341+SATELLITE: SATELLITE OBSERVATIONS - June 02, 2014
 DK6341
 DK6341  HISTORY     - Date     Condition        Report By
 DK6341  HISTORY     - 19930505 MONUMENTED       MNDT
 DK6341  HISTORY     - 20080529 GOOD             MNDT
 DK6341  HISTORY     - 20140602 GOOD             MNDT
 DK6341
 DK6341                          STATION DESCRIPTION
 DK6341
 DK6341'DESCRIBED BY MN DEPT OF TRANSP 1993
 DK6341'THE MARK IS LOCATED ABOUT 7.6 MI (12.2 KM) NORTHEAST OF EXCELSIOR, 6.2
 DK6341'MI (10.0 KM) SOUTHEAST OF HAMEL AND 3.3 MI (5.3 KM) NORTH-NORTHEAST OF
 DK6341'HOPKINS IN THE TOWN OF MINNETONKA, IN THE BRIDGE RAILING AT THE
 DK6341'NORTHEAST CORNER OF PLYMOUTH AVENUE BRIDGE NUMBER 27736 OVER FAI 394,
 DK6341'AT FAI 394 MILEPOST 0.75, 0.8 MI (1.3 KM) EAST OF FAI 494.
 DK6341
 DK6341                          STATION RECOVERY (2008)
 DK6341
 DK6341'RECOVERY NOTE BY MN DEPT OF TRANSP 2008 (DAS)
 DK6341'RECOVERED AS DESCRIBED.
 DK6341
 DK6341                          STATION RECOVERY (2014)
 DK6341
 DK6341'RECOVERY NOTE BY MN DEPT OF TRANSP 2014 (JAM)
 DK6341'IN MINNETONKA, IN BRIDGE RAILING AT NORTHEAST CORNER OF COUNTY ROAD
 DK6341'61/ PLYMOUTH AVENUE BRIDGE NUMBER 27736 OVER INTERSTATE HIGHWAY 394,
 DK6341'AT INTERSTATE HIGHWAY 394 MILE POINT 0.75, 0.8 MI (1.3 KM) EAST ALONG
 DK6341'INTERSTATE HIGHWAY 394  FROM THE JUNCTION OF INTERSTATE HIGHWAY 394
 DK6341'AND INTERSTATE HIGHWAY 494, 28.0 FT (8.5 M) EAST OF COUNTY ROAD 61.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DK6343 ***********************************************************************
 DK6343  DESIGNATION -  2789 AK
 DK6343  PID         -  DK6343
 DK6343  STATE/COUNTY-  MN/HENNEPIN
 DK6343  COUNTRY     -  US
 DK6343  USGS QUAD   -  HOPKINS (2019)
 DK6343
 DK6343                         *CURRENT SURVEY CONTROL
 DK6343  ______________________________________________________________________
 DK6343* NAD 83(1986) POSITION- 44 58 13.50   (N) 093 26 30.52   (W)   HD_HELD1
 DK6343* NAVD 88 ORTHO HEIGHT -   298.069 (meters)      977.91  (feet) ADJUSTED
 DK6343  ______________________________________________________________________
 DK6343  GEOID HEIGHT    -        -26.932 (meters)                     GEOID18
 DK6343  DYNAMIC HEIGHT  -        298.065 (meters)      977.90  (feet) COMP
 DK6343  MODELED GRAVITY -    980,595.7   (mgal)                       NAVD 88
 DK6343
 DK6343  VERT ORDER      -  SECOND    CLASS I
 DK6343
 DK6343.The horizontal coordinates were determined by differentially corrected
 DK6343.hand held GPS observations or other comparable positioning techniques
 DK6343.and have an estimated accuracy of +/- 3 meters.
 DK6343
 DK6343.The orthometric height was determined by differential leveling and
 DK6343.adjusted by the NATIONAL GEODETIC SURVEY
 DK6343.in May 2010.
 DK6343
 DK6343.Significant digits in the geoid height do not necessarily reflect accuracy.
 DK6343.GEOID18 height accuracy estimate available here.
 DK6343
 DK6343.Click photographs - Photos may exist for this station.
 DK6343
 DK6343.The dynamic height is computed by dividing the NAVD 88
 DK6343.geopotential number by the normal gravity value computed on the
 DK6343.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK6343.degrees latitude (g = 980.6199 gals.).
 DK6343
 DK6343.The modeled gravity was interpolated from observed gravity values.
 DK6343
 DK6343;                    North         East    Units  Estimated Accuracy
 DK6343;SPC MN S     -   319,089.6     844,031.8     MT  (+/- 3 meters HH1 GPS) 
 DK6343
 DK6343_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK6516079759(NAD 83)
 DK6343
 DK6343                          SUPERSEDED SURVEY CONTROL
 DK6343
 DK6343.No superseded survey control is available for this station.
 DK6343
 DK6343_MARKER: DV = VERTICAL CONTROL DISK
 DK6343_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DK6343_SP_SET: BRIDGE RAILING
 DK6343_STAMPING: 2789 AK 1993
 DK6343_MARK LOGO: MNDT
 DK6343_MAGNETIC: N = NO MAGNETIC MATERIAL
 DK6343_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DK6343_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DK6343+SATELLITE: SATELLITE OBSERVATIONS - June 02, 2014
 DK6343
 DK6343  HISTORY     - Date     Condition        Report By
 DK6343  HISTORY     - 19930505 MONUMENTED       MNDT
 DK6343  HISTORY     - 20140602 GOOD             MNDT
 DK6343
 DK6343                          STATION DESCRIPTION
 DK6343
 DK6343'DESCRIBED BY MN DEPT OF TRANSP 1993
 DK6343'THE MARK IS LOCATED ABOUT 7.6 MI (12.2 KM) NORTHEAST OF EXCELSIOR, 6.3
 DK6343'MI (10.1 KM) SOUTHEAST OF HAMEL AND 3.3 MI (5.3 KM) NORTH-NORTHEAST OF
 DK6343'HOPKINS IN THE TOWN OF MINNETONKA, IN THE BRIDGE RAILING AT THE
 DK6343'SOUTHEAST CORNER OF EAST BOUND FAI 394 BRIDGE NUMBER 27731 (PLYMOUTH
 DK6343'AVENUE ON RAMP FOR EASTBOUND FAI 394) OVER EXIT RAMP TO RIDGE DALE
 DK6343'SHOPPING MALL, AT FAI 394 MILEPOST 0.9, 0.9 MI (1.4 KM) EAST OF FAI
 DK6343'494.
 DK6343
 DK6343                          STATION RECOVERY (2014)
 DK6343
 DK6343'RECOVERY NOTE BY MN DEPT OF TRANSP 2014 (MAS)
 DK6343'IN MINNETONKA, IN BRIDGE RAILING AT SOUTHWEST CORNER OF EASTBOUND
 DK6343'INTERSTATE HIGHWAY 394 BRIDGE NUMBER 27731 (PLYMOUTH AVENUE ON RAMP
 DK6343'FOR EASTBOUND INTERSTATE HIGHWAY 394) OVER EXIT RAMP TO RIDGEDALE
 DK6343'SHOPPING MALL, 0.9 MI (1.4 KM) EAST ALONG INTERSTATE HIGHWAY 394 OF
 DK6343'THE JUNCTION OF INTERSTATE HIGHWAY 394 AND INTERSTATE HIGHWAY 494, AT
 DK6343'INTERSTATE HIGHWAY 394 MILE POINT 0.9, 12.0 FT (3.7 M) SOUTH OF
 DK6343'ENTRANCE RAMP.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DK6361 ***********************************************************************
 DK6361  DESIGNATION -  2789 AL
 DK6361  PID         -  DK6361
 DK6361  STATE/COUNTY-  MN/HENNEPIN
 DK6361  COUNTRY     -  US
 DK6361  USGS QUAD   -  HOPKINS (2019)
 DK6361
 DK6361                         *CURRENT SURVEY CONTROL
 DK6361  ______________________________________________________________________
 DK6361* NAD 83(1986) POSITION- 44 58 16.14   (N) 093 25 59.82   (W)   HD_HELD1
 DK6361* NAVD 88 ORTHO HEIGHT -   291.019 (meters)      954.78  (feet) ADJUSTED
 DK6361  ______________________________________________________________________
 DK6361  GEOID HEIGHT    -        -26.939 (meters)                     GEOID18
 DK6361  DYNAMIC HEIGHT  -        291.016 (meters)      954.78  (feet) COMP
 DK6361  MODELED GRAVITY -    980,595.4   (mgal)                       NAVD 88
 DK6361
 DK6361  VERT ORDER      -  SECOND    CLASS I
 DK6361
 DK6361.The horizontal coordinates were determined by differentially corrected
 DK6361.hand held GPS observations or other comparable positioning techniques
 DK6361.and have an estimated accuracy of +/- 3 meters.
 DK6361
 DK6361.The orthometric height was determined by differential leveling and
 DK6361.adjusted by the NATIONAL GEODETIC SURVEY
 DK6361.in September 2016.
 DK6361
 DK6361.Significant digits in the geoid height do not necessarily reflect accuracy.
 DK6361.GEOID18 height accuracy estimate available here.
 DK6361
 DK6361.Click photographs - Photos may exist for this station.
 DK6361
 DK6361.The dynamic height is computed by dividing the NAVD 88
 DK6361.geopotential number by the normal gravity value computed on the
 DK6361.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK6361.degrees latitude (g = 980.6199 gals.).
 DK6361
 DK6361.The modeled gravity was interpolated from observed gravity values.
 DK6361
 DK6361;                    North         East    Units  Estimated Accuracy
 DK6361;SPC MN S     -   319,175.7     844,703.9     MT  (+/- 3 meters HH1 GPS) 
 DK6361
 DK6361_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK6583379836(NAD 83)
 DK6361
 DK6361                          SUPERSEDED SURVEY CONTROL
 DK6361
 DK6361  NAVD 88 (05/05/10)  291.022  (m)          954.79   (f) SUPERSEDED  2 1
 DK6361
 DK6361.Superseded values are not recommended for survey control.
 DK6361
 DK6361.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK6361.See file dsdata.pdf to determine how the superseded data were derived.
 DK6361
 DK6361_MARKER: DV = VERTICAL CONTROL DISK
 DK6361_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DK6361_SP_SET: BRIDGE ABUTMENT
 DK6361_STAMPING: 2789 AL 1993
 DK6361_MARK LOGO: MNDT
 DK6361_MAGNETIC: N = NO MAGNETIC MATERIAL
 DK6361_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DK6361_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DK6361+SATELLITE: SATELLITE OBSERVATIONS - June 02, 2014
 DK6361
 DK6361  HISTORY     - Date     Condition        Report By
 DK6361  HISTORY     - 19930505 MONUMENTED       MNDT
 DK6361  HISTORY     - 20140602 GOOD             MNDT
 DK6361
 DK6361                          STATION DESCRIPTION
 DK6361
 DK6361'DESCRIBED BY MN DEPT OF TRANSP 1993
 DK6361'THE MARK IS LOCATED ABOUT 8.0 MI (12.9 KM) NORTHEAST OF EXCELSIOR, 6.6
 DK6361'MI (10.6 KM) SOUTHEAST OF HAMEL AND 3.5 MI (5.6 KM) NORTH-NORTHEAST OF
 DK6361'HOPKINS IN THE TOWN OF MINNETONKA, IN THE BRIDGE ABUTMENT AT THE
 DK6361'NORTHWEST CORNER OF WEST BOUND FAI 394 BRIDGE NUMBER 27117 OVER RIDGE
 DK6361'DALE DRIVE, AT FAI 394 MILEPOST 1.35, 1.4 MI (2.3 KM) EAST OF FAI 494.
 DK6361
 DK6361                          STATION RECOVERY (2014)
 DK6361
 DK6361'RECOVERY NOTE BY MN DEPT OF TRANSP 2014 (JAM)
 DK6361'THE STATION IS LOCATED ABOUT 8.0 MI (12.9 KM) NORTHEAST OF EXCELSIOR,
 DK6361'6.6 MI (10.6 KM) SOUTHEAST OF HAMEL AND 3.5 MI (5.6 KM)
 DK6361'NORTH-NORTHEAST OF HOPKINS.
 DK6361'
 DK6361'TO REACH THE MARK IN ABUTMENT AT NORTHWEST CORNER OF WESTBOUND
 DK6361'INTERSTATE HIGHWAY 394 BRIDGE NUMBER 27117 OVER RIDGE DALE DRIVE, AT
 DK6361'INTERSTATE HIGHWAY 394 MILE POINT 1.35.
 DK6361'
 DK6361'THE MARK IS LOCATED 1.4 MI (2.3 KM) EAST OF INTERSTATE HIGHWAY 494.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DK6344 ***********************************************************************
 DK6344  DESIGNATION -  2789 AM
 DK6344  PID         -  DK6344
 DK6344  STATE/COUNTY-  MN/HENNEPIN
 DK6344  COUNTRY     -  US
 DK6344  USGS QUAD   -  HOPKINS (2019)
 DK6344
 DK6344                         *CURRENT SURVEY CONTROL
 DK6344  ______________________________________________________________________
 DK6344* NAD 83(1986) POSITION- 44 58 14.92   (N) 093 25 57.33   (W)   HD_HELD1
 DK6344* NAVD 88 ORTHO HEIGHT -   289.404 (meters)      949.49  (feet) ADJUSTED
 DK6344  ______________________________________________________________________
 DK6344  GEOID HEIGHT    -        -26.939 (meters)                     GEOID18
 DK6344  DYNAMIC HEIGHT  -        289.401 (meters)      949.48  (feet) COMP
 DK6344  MODELED GRAVITY -    980,595.3   (mgal)                       NAVD 88
 DK6344
 DK6344  VERT ORDER      -  SECOND    CLASS I
 DK6344
 DK6344.The horizontal coordinates were determined by differentially corrected
 DK6344.hand held GPS observations or other comparable positioning techniques
 DK6344.and have an estimated accuracy of +/- 3 meters.
 DK6344
 DK6344.The orthometric height was determined by differential leveling and
 DK6344.adjusted by the NATIONAL GEODETIC SURVEY
 DK6344.in May 2010.
 DK6344
 DK6344.Significant digits in the geoid height do not necessarily reflect accuracy.
 DK6344.GEOID18 height accuracy estimate available here.
 DK6344
 DK6344.Click photographs - Photos may exist for this station.
 DK6344
 DK6344.The dynamic height is computed by dividing the NAVD 88
 DK6344.geopotential number by the normal gravity value computed on the
 DK6344.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK6344.degrees latitude (g = 980.6199 gals.).
 DK6344
 DK6344.The modeled gravity was interpolated from observed gravity values.
 DK6344
 DK6344;                    North         East    Units  Estimated Accuracy
 DK6344;SPC MN S     -   319,138.5     844,758.7     MT  (+/- 3 meters HH1 GPS) 
 DK6344
 DK6344_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK6588779798(NAD 83)
 DK6344
 DK6344                          SUPERSEDED SURVEY CONTROL
 DK6344
 DK6344.No superseded survey control is available for this station.
 DK6344
 DK6344_MARKER: DV = VERTICAL CONTROL DISK
 DK6344_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DK6344_SP_SET: BRIDGE ABUTMENT
 DK6344_STAMPING: 2789 AM 1993
 DK6344_MARK LOGO: MNDT
 DK6344_MAGNETIC: N = NO MAGNETIC MATERIAL
 DK6344_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DK6344_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DK6344+SATELLITE: SATELLITE OBSERVATIONS - June 02, 2014
 DK6344
 DK6344  HISTORY     - Date     Condition        Report By
 DK6344  HISTORY     - 19930607 MONUMENTED       MNDT
 DK6344  HISTORY     - 20140602 GOOD             MNDT
 DK6344
 DK6344                          STATION DESCRIPTION
 DK6344
 DK6344'DESCRIBED BY MN DEPT OF TRANSP 1993
 DK6344'THE MARK IS LOCATED ABOUT 8.0 MI (12.9 KM) NORTHEAST OF EXCELSIOR, 6.6
 DK6344'MI (10.7 KM) SOUTHEAST OF HAMEL AND 3.5 MI (5.6 KM) NORTH-NORTHEAST OF
 DK6344'HOPKINS IN THE TOWN OF MINNETONKA, IN THE BRIDGE WING WALL AT THE
 DK6344'SOUTHEAST CORNER OF EAST BOUND FAI 394 BRIDGE NUMBER 27120 OVER RIDGE
 DK6344'DALE DR, AT FAI 394 MILEPOST 1.35, 1.4 MI (2.3 KM) EAST OF FAI 494.
 DK6344
 DK6344                          STATION RECOVERY (2014)
 DK6344
 DK6344'RECOVERY NOTE BY MN DEPT OF TRANSP 2014 (JAM)
 DK6344'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DK6347 ***********************************************************************
 DK6347  DESIGNATION -  2789 AN
 DK6347  PID         -  DK6347
 DK6347  STATE/COUNTY-  MN/HENNEPIN
 DK6347  COUNTRY     -  US
 DK6347  USGS QUAD   -  HOPKINS (2019)
 DK6347
 DK6347                         *CURRENT SURVEY CONTROL
 DK6347  ______________________________________________________________________
 DK6347* NAD 83(1986) POSITION- 44 58 14.29   (N) 093 25 13.72   (W)   HD_HELD1
 DK6347* NAVD 88 ORTHO HEIGHT -   289.227 (meters)      948.91  (feet) ADJUSTED
 DK6347  ______________________________________________________________________
 DK6347  GEOID HEIGHT    -        -26.949 (meters)                     GEOID18
 DK6347  DYNAMIC HEIGHT  -        289.224 (meters)      948.90  (feet) COMP
 DK6347  MODELED GRAVITY -    980,594.6   (mgal)                       NAVD 88
 DK6347
 DK6347  VERT ORDER      -  SECOND    CLASS I
 DK6347
 DK6347.The horizontal coordinates were determined by differentially corrected
 DK6347.hand held GPS observations or other comparable positioning techniques
 DK6347.and have an estimated accuracy of +/- 3 meters.
 DK6347
 DK6347.The orthometric height was determined by differential leveling and
 DK6347.adjusted by the NATIONAL GEODETIC SURVEY
 DK6347.in May 2010.
 DK6347
 DK6347.Significant digits in the geoid height do not necessarily reflect accuracy.
 DK6347.GEOID18 height accuracy estimate available here.
 DK6347
 DK6347.Click photographs - Photos may exist for this station.
 DK6347
 DK6347.The dynamic height is computed by dividing the NAVD 88
 DK6347.geopotential number by the normal gravity value computed on the
 DK6347.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK6347.degrees latitude (g = 980.6199 gals.).
 DK6347
 DK6347.The modeled gravity was interpolated from observed gravity values.
 DK6347
 DK6347;                    North         East    Units  Estimated Accuracy
 DK6347;SPC MN S     -   319,125.7     845,714.4     MT  (+/- 3 meters HH1 GPS) 
 DK6347
 DK6347_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK6684279774(NAD 83)
 DK6347
 DK6347                          SUPERSEDED SURVEY CONTROL
 DK6347
 DK6347.No superseded survey control is available for this station.
 DK6347
 DK6347_MARKER: DV = VERTICAL CONTROL DISK
 DK6347_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DK6347_SP_SET: BRIDGE RAILING
 DK6347_STAMPING: 2789 AN 1993
 DK6347_MARK LOGO: MNDT
 DK6347_MAGNETIC: N = NO MAGNETIC MATERIAL
 DK6347_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DK6347_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DK6347+SATELLITE: SATELLITE OBSERVATIONS - June 02, 2014
 DK6347
 DK6347  HISTORY     - Date     Condition        Report By
 DK6347  HISTORY     - 19930505 MONUMENTED       MNDT
 DK6347  HISTORY     - 20140602 GOOD             MNDT
 DK6347
 DK6347                          STATION DESCRIPTION
 DK6347
 DK6347'DESCRIBED BY MN DEPT OF TRANSP 1993
 DK6347'THE MARK IS LOCATED ABOUT 7.7 MI (12.4 KM) WEST OF MINNEAPOLIS, 7.1 MI
 DK6347'(11.4 KM) SOUTHEAST OF HAMEL AND 3.8 MI (6.1 KM) NORTH-NORTHEAST OF
 DK6347'HOPKINS IN THE TOWN OF MINNETONKA, IN THE BRIDGE RAILING AT THE
 DK6347'SOUTHEAST CORNER OF HOPKINS CROSSROAD (CO ROAD 73) BRIDGE NUMBER 27737
 DK6347'OVER FAI 394, AT FAI 394 MILEPOST 1.95, 1.9 MI (3.1 KM) EAST OF FAI
 DK6347'494.
 DK6347
 DK6347                          STATION RECOVERY (2014)
 DK6347
 DK6347'RECOVERY NOTE BY MN DEPT OF TRANSP 2014 (MAS)
 DK6347'IN MINNETONKA, IN BRIDGE RAILING AT SOUTHEAST CORNER OF COUNTY ROAD
 DK6347'73/ HOPKINS CROSSROADS BRIDGE NUMBER 27737 OVER INTERSTATE HIGHWAY
 DK6347'394, AT INTERSTATE HIGHWAY 394 MILE POINT 1.95, 1.9 MI (3.1 KM) EAST
 DK6347'OF INTERSTATE HIGHWAY 494, 16.0 FT (4.9 M) EAST OF COUNTY ROAD 73.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DK6338 ***********************************************************************
 DK6338  DESIGNATION -  2789 AP
 DK6338  PID         -  DK6338
 DK6338  STATE/COUNTY-  MN/HENNEPIN
 DK6338  COUNTRY     -  US
 DK6338  USGS QUAD   -  HOPKINS (2019)
 DK6338
 DK6338                         *CURRENT SURVEY CONTROL
 DK6338  ______________________________________________________________________
 DK6338* NAD 83(1986) POSITION- 44 58 44.30   (N) 093 24 02.97   (W)   HD_HELD1
 DK6338* NAVD 88 ORTHO HEIGHT -   277.533 (meters)      910.54  (feet) ADJUSTED
 DK6338  ______________________________________________________________________
 DK6338  GEOID HEIGHT    -        -26.979 (meters)                     GEOID18
 DK6338  DYNAMIC HEIGHT  -        277.529 (meters)      910.53  (feet) COMP
 DK6338  MODELED GRAVITY -    980,594.1   (mgal)                       NAVD 88
 DK6338
 DK6338  VERT ORDER      -  SECOND    CLASS I
 DK6338
 DK6338.The horizontal coordinates were determined by differentially corrected
 DK6338.hand held GPS observations or other comparable positioning techniques
 DK6338.and have an estimated accuracy of +/- 3 meters.
 DK6338
 DK6338.The orthometric height was determined by differential leveling and
 DK6338.adjusted by the NATIONAL GEODETIC SURVEY
 DK6338.in May 2010.
 DK6338
 DK6338.Significant digits in the geoid height do not necessarily reflect accuracy.
 DK6338.GEOID18 height accuracy estimate available here.
 DK6338
 DK6338.Click photographs - Photos may exist for this station.
 DK6338
 DK6338.The dynamic height is computed by dividing the NAVD 88
 DK6338.geopotential number by the normal gravity value computed on the
 DK6338.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK6338.degrees latitude (g = 980.6199 gals.).
 DK6338
 DK6338.The modeled gravity was interpolated from observed gravity values.
 DK6338
 DK6338;                    North         East    Units  Estimated Accuracy
 DK6338;SPC MN S     -   320,063.2     847,257.9     MT  (+/- 3 meters HH1 GPS) 
 DK6338
 DK6338_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK6839780692(NAD 83)
 DK6338
 DK6338                          SUPERSEDED SURVEY CONTROL
 DK6338
 DK6338.No superseded survey control is available for this station.
 DK6338
 DK6338_MARKER: DB = BENCH MARK DISK
 DK6338_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DK6338_SP_SET: ABUTMENT
 DK6338_STAMPING: 2789 AP 1994
 DK6338_MARK LOGO: MNDT
 DK6338_MAGNETIC: N = NO MAGNETIC MATERIAL
 DK6338_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DK6338_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DK6338+SATELLITE: SATELLITE OBSERVATIONS - November 08, 2011
 DK6338
 DK6338  HISTORY     - Date     Condition        Report By
 DK6338  HISTORY     - 1994     MONUMENTED       MNDT
 DK6338  HISTORY     - 20111108 GOOD             MNDT
 DK6338
 DK6338                          STATION DESCRIPTION
 DK6338
 DK6338'DESCRIBED BY MN DEPT OF TRANSP 1994
 DK6338'THE MARK IS LOCATED ABOUT 1 MI (1.6 KM) SOUTHWEST OF THE TOWN OF
 DK6338'GOLDEN VALLEY, SET IN THE BRIDGE ABUTMENT AT THE SOUTHWEST CORNER OF
 DK6338'BRIDGE NUMBER 27526 OVER TRUNK HIGHWAY 169, 0.35 MI (0.6 KM) NORTH ON
 DK6338'TRUNK HIGHWAY 169 FROM THE JUNCTION OF TRUNK HIGHWAY 169 AND FAI 394,
 DK6338'20.5 FT (6.2 M) SOUTH OF EAST BOUND BETTY CROCKER DRIVE, 47.6 FT (14.5
 DK6338'M) EAST OF AN ELECTRICAL JUNCTION BOX, 2.3 FT (0.7 M) SOUTH OF THE
 DK6338'GUARDRAIL, 2.0 FT (0.6 M) NORTH OF THE END CYCLONE FENCE POST, 21.0 FT
 DK6338'(6.4 M) EAST NORTHEAST OF A WITNESS POST.
 DK6338
 DK6338                          STATION RECOVERY (2011)
 DK6338
 DK6338'RECOVERY NOTE BY MN DEPT OF TRANSP 2011 (JRB)
 DK6338'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DK6348 ***********************************************************************
 DK6348  DESIGNATION -  2789 AQ
 DK6348  PID         -  DK6348
 DK6348  STATE/COUNTY-  MN/HENNEPIN
 DK6348  COUNTRY     -  US
 DK6348  USGS QUAD   -  HOPKINS (2019)
 DK6348
 DK6348                         *CURRENT SURVEY CONTROL
 DK6348  ______________________________________________________________________
 DK6348* NAD 83(1986) POSITION- 44 58 17.75   (N) 093 24 04.19   (W)   HD_HELD1
 DK6348* NAVD 88 ORTHO HEIGHT -   282.471 (meters)      926.74  (feet) ADJUSTED
 DK6348  ______________________________________________________________________
 DK6348  GEOID HEIGHT    -        -26.970 (meters)                     GEOID18
 DK6348  DYNAMIC HEIGHT  -        282.467 (meters)      926.73  (feet) COMP
 DK6348  MODELED GRAVITY -    980,593.3   (mgal)                       NAVD 88
 DK6348
 DK6348  VERT ORDER      -  SECOND    CLASS I
 DK6348
 DK6348.The horizontal coordinates were determined by differentially corrected
 DK6348.hand held GPS observations or other comparable positioning techniques
 DK6348.and have an estimated accuracy of +/- 3 meters.
 DK6348
 DK6348.The orthometric height was determined by differential leveling and
 DK6348.adjusted by the NATIONAL GEODETIC SURVEY
 DK6348.in May 2010.
 DK6348
 DK6348.Significant digits in the geoid height do not necessarily reflect accuracy.
 DK6348.GEOID18 height accuracy estimate available here.
 DK6348
 DK6348.Click photographs - Photos may exist for this station.
 DK6348
 DK6348.The dynamic height is computed by dividing the NAVD 88
 DK6348.geopotential number by the normal gravity value computed on the
 DK6348.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK6348.degrees latitude (g = 980.6199 gals.).
 DK6348
 DK6348.The modeled gravity was interpolated from observed gravity values.
 DK6348
 DK6348;                    North         East    Units  Estimated Accuracy
 DK6348;SPC MN S     -   319,243.5     847,237.1     MT  (+/- 3 meters HH1 GPS) 
 DK6348
 DK6348_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK6836679873(NAD 83)
 DK6348
 DK6348                          SUPERSEDED SURVEY CONTROL
 DK6348
 DK6348.No superseded survey control is available for this station.
 DK6348
 DK6348_MARKER: DV = VERTICAL CONTROL DISK
 DK6348_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DK6348_SP_SET: BRIDGE RAILING
 DK6348_STAMPING: 2789 AQ 1993
 DK6348_MARK LOGO: MNDT
 DK6348_MAGNETIC: N = NO MAGNETIC MATERIAL
 DK6348_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DK6348_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DK6348+SATELLITE: SATELLITE OBSERVATIONS - June 07, 1993
 DK6348
 DK6348  HISTORY     - Date     Condition        Report By
 DK6348  HISTORY     - 19930607 MONUMENTED       MNDT
 DK6348
 DK6348                          STATION DESCRIPTION
 DK6348
 DK6348'DESCRIBED BY MN DEPT OF TRANSP 1993
 DK6348'THE MARK IS LOCATED ABOUT 7.7 MI (12.4 KM) SOUTHEAST OF HAMEL, 6.7 MI
 DK6348'(10.9 KM) WEST OF MINNEAPOLIS AND 4.5 MI (7.2 KM) NORTHEAST OF HOPKINS
 DK6348'IN THE TOWN OF GOLDEN VALLEY, IN THE BRIDGE RAILING AT THE SOUTHEAST
 DK6348'CORNER OF EAST BOUND FAI 394 BRIDGE NUMBER 27739 (EAST BOUND FAI 394
 DK6348'OFF RAMP FOR SOUTH BOUND TRUNK HIGHWAY 169) OVER SOUTH FRONTAGE ROAD,
 DK6348'AT FAI 394 MILEPOST 2.55, AT THE JUNCTION OF TRUNK HIGHWAY 169 (OLD
 DK6348'COUNTY ROAD 18) AND FAI 394.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DK6349 ***********************************************************************
 DK6349  DESIGNATION -  2789 AR
 DK6349  PID         -  DK6349
 DK6349  STATE/COUNTY-  MN/HENNEPIN
 DK6349  COUNTRY     -  US
 DK6349  USGS QUAD   -  HOPKINS (2019)
 DK6349
 DK6349                         *CURRENT SURVEY CONTROL
 DK6349  ______________________________________________________________________
 DK6349* NAD 83(1986) POSITION- 44 58 17.14   (N) 093 24 01.72   (W)   HD_HELD1
 DK6349* NAVD 88 ORTHO HEIGHT -   281.821 (meters)      924.61  (feet) ADJUSTED
 DK6349  ______________________________________________________________________
 DK6349  GEOID HEIGHT    -        -26.970 (meters)                     GEOID18
 DK6349  DYNAMIC HEIGHT  -        281.816 (meters)      924.59  (feet) COMP
 DK6349  MODELED GRAVITY -    980,593.1   (mgal)                       NAVD 88
 DK6349
 DK6349  VERT ORDER      -  SECOND    CLASS I
 DK6349
 DK6349.The horizontal coordinates were determined by differentially corrected
 DK6349.hand held GPS observations or other comparable positioning techniques
 DK6349.and have an estimated accuracy of +/- 3 meters.
 DK6349
 DK6349.The orthometric height was determined by differential leveling and
 DK6349.adjusted by the NATIONAL GEODETIC SURVEY
 DK6349.in May 2010.
 DK6349
 DK6349.Significant digits in the geoid height do not necessarily reflect accuracy.
 DK6349.GEOID18 height accuracy estimate available here.
 DK6349
 DK6349.Click photographs - Photos may exist for this station.
 DK6349
 DK6349.The dynamic height is computed by dividing the NAVD 88
 DK6349.geopotential number by the normal gravity value computed on the
 DK6349.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK6349.degrees latitude (g = 980.6199 gals.).
 DK6349
 DK6349.The modeled gravity was interpolated from observed gravity values.
 DK6349
 DK6349;                    North         East    Units  Estimated Accuracy
 DK6349;SPC MN S     -   319,225.1     847,291.4     MT  (+/- 3 meters HH1 GPS) 
 DK6349
 DK6349_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK6842079854(NAD 83)
 DK6349
 DK6349                          SUPERSEDED SURVEY CONTROL
 DK6349
 DK6349.No superseded survey control is available for this station.
 DK6349
 DK6349_MARKER: DV = VERTICAL CONTROL DISK
 DK6349_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DK6349_SP_SET: BRIDGE RAILING
 DK6349_STAMPING: 2789 AR 1993
 DK6349_MARK LOGO: MNDT
 DK6349_MAGNETIC: N = NO MAGNETIC MATERIAL
 DK6349_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DK6349_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DK6349+SATELLITE: SATELLITE OBSERVATIONS - June 03, 2014
 DK6349
 DK6349  HISTORY     - Date     Condition        Report By
 DK6349  HISTORY     - 19930505 MONUMENTED       MNDT
 DK6349  HISTORY     - 20140603 GOOD             MNDT
 DK6349
 DK6349                          STATION DESCRIPTION
 DK6349
 DK6349'DESCRIBED BY MN DEPT OF TRANSP 1993
 DK6349'THE MARK IS LOCATED ABOUT 7.8 MI (12.5 KM) SOUTHEAST OF HAMEL, 6.7 MI
 DK6349'(10.8 KM) WEST OF MINNEAPOLIS AND 4.4 MI (7.1 KM) NORTHEAST OF HOPKINS
 DK6349'IN THE TOWN OF GOLDEN VALLEY, IN THE BRIDGE RAILING AT THE SOUTHEAST
 DK6349'CORNER OF NORTH BOUND TRUNK HIGHWAY 169 BRIDGE NUMBER 27740 OVER SOUTH
 DK6349'FRONTAGE ROAD, AT TRUNK HIGHWAY 169 MILEPOST 130.15, 0.1 MI (0.2 KM)
 DK6349'SOUTH OF FAI 394.
 DK6349
 DK6349                          STATION RECOVERY (2014)
 DK6349
 DK6349'RECOVERY NOTE BY MN DEPT OF TRANSP 2014 (MAS)
 DK6349'IN GOLDEN VALLEY, IN BRIDGE RAILING AT SOUTHEAST CORNER OF NORTHBOUND
 DK6349'TRUNK HIGHWAY 169 BRIDGE NUMBER 27740 OVER TRUNK HIGHWAY 169 SOUTH
 DK6349'FRONTAGE ROAD, AT TRUNK HIGHWAY 169 MILE POINT 130.15, 0.1 MI (0.2 KM)
 DK6349'SOUTH OF INTERSTATE HIGHWAY 394.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DK6350 ***********************************************************************
 DK6350  DESIGNATION -  2789 AS
 DK6350  PID         -  DK6350
 DK6350  STATE/COUNTY-  MN/HENNEPIN
 DK6350  COUNTRY     -  US
 DK6350  USGS QUAD   -  HOPKINS (2019)
 DK6350
 DK6350                         *CURRENT SURVEY CONTROL
 DK6350  ______________________________________________________________________
 DK6350* NAD 83(1986) POSITION- 44 58 17.03   (N) 093 24 00.49   (W)   HD_HELD1
 DK6350* NAVD 88 ORTHO HEIGHT -   281.137 (meters)      922.36  (feet) ADJUSTED
 DK6350  ______________________________________________________________________
 DK6350  GEOID HEIGHT    -        -26.970 (meters)                     GEOID18
 DK6350  DYNAMIC HEIGHT  -        281.133 (meters)      922.35  (feet) COMP
 DK6350  MODELED GRAVITY -    980,593.1   (mgal)                       NAVD 88
 DK6350
 DK6350  VERT ORDER      -  SECOND    CLASS I
 DK6350
 DK6350.The horizontal coordinates were determined by differentially corrected
 DK6350.hand held GPS observations or other comparable positioning techniques
 DK6350.and have an estimated accuracy of +/- 3 meters.
 DK6350
 DK6350.The orthometric height was determined by differential leveling and
 DK6350.adjusted by the NATIONAL GEODETIC SURVEY
 DK6350.in May 2010.
 DK6350
 DK6350.Significant digits in the geoid height do not necessarily reflect accuracy.
 DK6350.GEOID18 height accuracy estimate available here.
 DK6350
 DK6350.Click photographs - Photos may exist for this station.
 DK6350
 DK6350.The dynamic height is computed by dividing the NAVD 88
 DK6350.geopotential number by the normal gravity value computed on the
 DK6350.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK6350.degrees latitude (g = 980.6199 gals.).
 DK6350
 DK6350.The modeled gravity was interpolated from observed gravity values.
 DK6350
 DK6350;                    North         East    Units  Estimated Accuracy
 DK6350;SPC MN S     -   319,221.9     847,318.4     MT  (+/- 3 meters HH1 GPS) 
 DK6350
 DK6350_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK6844779850(NAD 83)
 DK6350
 DK6350                          SUPERSEDED SURVEY CONTROL
 DK6350
 DK6350.No superseded survey control is available for this station.
 DK6350
 DK6350_MARKER: DV = VERTICAL CONTROL DISK
 DK6350_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DK6350_SP_SET: BRIDGE RAILING
 DK6350_STAMPING: 2789 AS 1993
 DK6350_MARK LOGO: MNDT
 DK6350_MAGNETIC: N = NO MAGNETIC MATERIAL
 DK6350_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DK6350_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DK6350+SATELLITE: SATELLITE OBSERVATIONS - June 03, 2014
 DK6350
 DK6350  HISTORY     - Date     Condition        Report By
 DK6350  HISTORY     - 19930505 MONUMENTED       MNDT
 DK6350  HISTORY     - 20140603 GOOD             MNDT
 DK6350
 DK6350                          STATION DESCRIPTION
 DK6350
 DK6350'DESCRIBED BY MN DEPT OF TRANSP 1993
 DK6350'THE MARK IS LOCATED ABOUT 7.8 MI (12.6 KM) SOUTHEAST OF HAMEL, 6.7 MI
 DK6350'(10.8 KM) WEST OF MINNEAPOLIS AND 4.4 MI (7.1 KM) NORTHEAST OF HOPKINS
 DK6350'IN THE TOWN OF GOLDEN VALLEY, IN THE BRIDGE RAILING AT THE SOUTHEAST
 DK6350'CORNER 0F EAST BOUND FAI 394 BRIDGE NUMBER 27741 (NORTH BOUND TRUNK
 DK6350'HIGHWAY 169 OFF RAMP FOR EASTBOUND FAI 394) OVER SOUTH FRONTAGE ROAD,
 DK6350'AT FAI 394 MILEPOST 2.55, AT THE JUNCTION OF TRUNK HIGHWAY 169 AND FAI
 DK6350'394.
 DK6350
 DK6350                          STATION RECOVERY (2014)
 DK6350
 DK6350'RECOVERY NOTE BY MN DEPT OF TRANSP 2014 (MAS)
 DK6350'IN GOLDEN VALLEY, IN BRIDGE RAILING AT SOUTHEAST CORNER OF EASTBOUND
 DK6350'INTERSTATE HIGHWAY 394 BRIDGE NUMBER 27741 (NORTHBOUND TRUNK HIGHWAY
 DK6350'169 OFF RAMP FOR EASTBOUND INTERSTATE HIGHWAY 394) OVER SOUTH FRONTAGE
 DK6350'ROAD, AT INTERSTATE HIGHWAY 394 MILE POINT 2.55, SOUTH OF THE JUNCTION
 DK6350'OF TRUNK HIGHWAY 169 AND INTERSTATE HIGHWAY 394.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DK6351 ***********************************************************************
 DK6351  DESIGNATION -  2789 AT
 DK6351  PID         -  DK6351
 DK6351  STATE/COUNTY-  MN/HENNEPIN
 DK6351  COUNTRY     -  US
 DK6351  USGS QUAD   -  HOPKINS (2019)
 DK6351
 DK6351                         *CURRENT SURVEY CONTROL
 DK6351  ______________________________________________________________________
 DK6351* NAD 83(1986) POSITION- 44 58 22.82   (N) 093 24 01.29   (W)   HD_HELD1
 DK6351* NAVD 88 ORTHO HEIGHT -   282.388 (meters)      926.47  (feet) ADJUSTED
 DK6351  ______________________________________________________________________
 DK6351  GEOID HEIGHT    -        -26.972 (meters)                     GEOID18
 DK6351  DYNAMIC HEIGHT  -        282.384 (meters)      926.45  (feet) COMP
 DK6351  MODELED GRAVITY -    980,593.3   (mgal)                       NAVD 88
 DK6351
 DK6351  VERT ORDER      -  SECOND    CLASS I
 DK6351
 DK6351.The horizontal coordinates were determined by differentially corrected
 DK6351.hand held GPS observations or other comparable positioning techniques
 DK6351.and have an estimated accuracy of +/- 3 meters.
 DK6351
 DK6351.The orthometric height was determined by differential leveling and
 DK6351.adjusted by the NATIONAL GEODETIC SURVEY
 DK6351.in May 2010.
 DK6351
 DK6351.Significant digits in the geoid height do not necessarily reflect accuracy.
 DK6351.GEOID18 height accuracy estimate available here.
 DK6351
 DK6351.Click photographs - Photos may exist for this station.
 DK6351
 DK6351.The dynamic height is computed by dividing the NAVD 88
 DK6351.geopotential number by the normal gravity value computed on the
 DK6351.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK6351.degrees latitude (g = 980.6199 gals.).
 DK6351
 DK6351.The modeled gravity was interpolated from observed gravity values.
 DK6351
 DK6351;                    North         East    Units  Estimated Accuracy
 DK6351;SPC MN S     -   319,400.5     847,299.5     MT  (+/- 3 meters HH1 GPS) 
 DK6351
 DK6351_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK6843080029(NAD 83)
 DK6351
 DK6351                          SUPERSEDED SURVEY CONTROL
 DK6351
 DK6351.No superseded survey control is available for this station.
 DK6351
 DK6351_MARKER: DV = VERTICAL CONTROL DISK
 DK6351_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DK6351_SP_SET: BRIDGE RAILING
 DK6351_STAMPING: 2789 AT 1993
 DK6351_MARK LOGO: MNDT
 DK6351_MAGNETIC: N = NO MAGNETIC MATERIAL
 DK6351_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DK6351_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DK6351+SATELLITE: SATELLITE OBSERVATIONS - June 03, 2014
 DK6351
 DK6351  HISTORY     - Date     Condition        Report By
 DK6351  HISTORY     - 19930505 MONUMENTED       MNDT
 DK6351  HISTORY     - 20140603 GOOD             MNDT
 DK6351
 DK6351                          STATION DESCRIPTION
 DK6351
 DK6351'DESCRIBED BY MN DEPT OF TRANSP 1993
 DK6351'THE MARK IS LOCATED ABOUT 7.7 MI (12.4 KM) SOUTHEAST OF HAMEL, 6.7 MI
 DK6351'(10.8 KM) WEST OF MINNEAPOLIS AND 4.5 MI (7.2 KM) NORTHEAST OF HOPKINS
 DK6351'IN THE TOWN OF GOLDEN VALLEY, IN THE BRIDGE RAILING AT THE SOUTHEAST
 DK6351'CORNER OF TRUNK HIGHWAY 169 BRIDGE NUMBER 27742 OVER FAI 394, AT FAI
 DK6351'394 MILEPOST 2.95, AT THE JUNCTION OF TRUNK HIGHWAY 169 AND FAI 394.
 DK6351
 DK6351                          STATION RECOVERY (2014)
 DK6351
 DK6351'RECOVERY NOTE BY MN DEPT OF TRANSP 2014 (JAM)
 DK6351'IN GOLDEN VALLEY, IN BRIDGE RAILING AT SOUTHEAST CORNER OF TRUNK
 DK6351'HIGHWAY 169 BRIDGE NUMBER 27742 OVER INTERSTATE HIGHWAY 394, AT
 DK6351'INTERSTATE HIGHWAY 394 MILE POINT 2.95, AT THE JUNCTION OF TRUNK
 DK6351'HIGHWAY 169 AND INTERSTATE HIGHWAY 394.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DK6352 ***********************************************************************
 DK6352  DESIGNATION -  2789 AU
 DK6352  PID         -  DK6352
 DK6352  STATE/COUNTY-  MN/HENNEPIN
 DK6352  COUNTRY     -  US
 DK6352  USGS QUAD   -  HOPKINS (2019)
 DK6352
 DK6352                         *CURRENT SURVEY CONTROL
 DK6352  ______________________________________________________________________
 DK6352* NAD 83(1986) POSITION- 44 58 25.40   (N) 093 23 26.57   (W)   HD_HELD1
 DK6352* NAVD 88 ORTHO HEIGHT -   279.661 (meters)      917.52  (feet) ADJUSTED
 DK6352  ______________________________________________________________________
 DK6352  GEOID HEIGHT    -        -26.983 (meters)                     GEOID18
 DK6352  DYNAMIC HEIGHT  -        279.657 (meters)      917.51  (feet) COMP
 DK6352  MODELED GRAVITY -    980,592.6   (mgal)                       NAVD 88
 DK6352
 DK6352  VERT ORDER      -  SECOND    CLASS I
 DK6352
 DK6352.The horizontal coordinates were determined by differentially corrected
 DK6352.hand held GPS observations or other comparable positioning techniques
 DK6352.and have an estimated accuracy of +/- 3 meters.
 DK6352
 DK6352.The orthometric height was determined by differential leveling and
 DK6352.adjusted by the NATIONAL GEODETIC SURVEY
 DK6352.in May 2010.
 DK6352
 DK6352.Significant digits in the geoid height do not necessarily reflect accuracy.
 DK6352.GEOID18 height accuracy estimate available here.
 DK6352
 DK6352.Click photographs - Photos may exist for this station.
 DK6352
 DK6352.The dynamic height is computed by dividing the NAVD 88
 DK6352.geopotential number by the normal gravity value computed on the
 DK6352.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK6352.degrees latitude (g = 980.6199 gals.).
 DK6352
 DK6352.The modeled gravity was interpolated from observed gravity values.
 DK6352
 DK6352;                    North         East    Units  Estimated Accuracy
 DK6352;SPC MN S     -   319,485.7     848,059.7     MT  (+/- 3 meters HH1 GPS) 
 DK6352
 DK6352_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK6919180105(NAD 83)
 DK6352
 DK6352                          SUPERSEDED SURVEY CONTROL
 DK6352
 DK6352.No superseded survey control is available for this station.
 DK6352
 DK6352_MARKER: DV = VERTICAL CONTROL DISK
 DK6352_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DK6352_SP_SET: BRIDGE RAILING
 DK6352_STAMPING: 2789 AU 1993
 DK6352_MARK LOGO: MNDT
 DK6352_MAGNETIC: N = NO MAGNETIC MATERIAL
 DK6352_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DK6352_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DK6352+SATELLITE: SATELLITE OBSERVATIONS - June 03, 2014
 DK6352
 DK6352  HISTORY     - Date     Condition        Report By
 DK6352  HISTORY     - 19930505 MONUMENTED       MNDT
 DK6352  HISTORY     - 20140603 GOOD             MNDT
 DK6352
 DK6352                          STATION DESCRIPTION
 DK6352
 DK6352'DESCRIBED BY MN DEPT OF TRANSP 1993
 DK6352'THE MARK IS LOCATED ABOUT 8.1 MI (13.0 KM) SOUTHEAST OF HAMEL, 6.2 MI
 DK6352'(10.0 KM) WEST OF MINNEAPOLIS AND 4.9 MI (7.8 KM) NORTHEAST OF HOPKINS
 DK6352'IN THE TOWN OF GOLDEN VALLEY, IN THE BRIDGE RAILING AT THE SOUTHEAST
 DK6352'CORNER OF EAST BOUND FAI 394 BRIDGE NUMBER 27743 OVER BOONE AVENUE AND
 DK6352'GENERAL MILLS BOULEVARD, AT FAI 394 MILEPOST 3.4, 0.5 MI (0.8 KM) EAST
 DK6352'OF TRUNK HIGHWAY 169.
 DK6352
 DK6352                          STATION RECOVERY (2014)
 DK6352
 DK6352'RECOVERY NOTE BY MN DEPT OF TRANSP 2014 (JAM)
 DK6352'IN GOLDEN VALLEY, IN BRIDGE RAILING AT SOUTHEAST CORNER OF EASTBOUND
 DK6352'INTERSTATE HIGHWAY 394 BRIDGE NUMBER 27743 EXIT TO GENERAL MILLS
 DK6352'BOULEVARD/ BOONE AVENUE, AT INTERSTATE HIGHWAY 394 MILE POINT 3.4, 0.5
 DK6352'MI (0.8 KM) EAST OF TRUNK HIGHWAY 169.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DK6317 ***********************************************************************
 DK6317  DESIGNATION -  2789 AV
 DK6317  PID         -  DK6317
 DK6317  STATE/COUNTY-  MN/HENNEPIN
 DK6317  COUNTRY     -  US
 DK6317  USGS QUAD   -  HOPKINS (2019)
 DK6317
 DK6317                         *CURRENT SURVEY CONTROL
 DK6317  ______________________________________________________________________
 DK6317* NAD 83(2011) POSITION- 44 58 18.11489(N) 093 22 54.77142(W)   ADJUSTED
 DK6317* NAD 83(2011) ELLIP HT-   254.075 (meters)        (01/24/14)   ADJUSTED
 DK6317* NAD 83(2011) EPOCH   -  2010.00
 DK6317* NAVD 88 ORTHO HEIGHT -   281.073 (meters)      922.15  (feet) ADJUSTED
 DK6317  ______________________________________________________________________
 DK6317  GEOID HEIGHT    -        -26.992 (meters)                     GEOID18
 DK6317  NAD 83(2011) X  -   -266,637.569 (meters)                     COMP
 DK6317  NAD 83(2011) Y  - -4,512,122.633 (meters)                     COMP
 DK6317  NAD 83(2011) Z  -  4,485,303.451 (meters)                     COMP
 DK6317  LAPLACE CORR    -         -3.08  (seconds)                    DEFLEC18
 DK6317  DYNAMIC HEIGHT  -        281.068 (meters)      922.14  (feet) COMP
 DK6317  MODELED GRAVITY -    980,591.4   (mgal)                       NAVD 88
 DK6317
 DK6317  VERT ORDER      -  SECOND    CLASS I
 DK6317
 DK6317  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DK6317  Standards:
 DK6317         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DK6317            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DK6317  -------------------------------------------------------------------
 DK6317  NETWORK    0.78   0.84           0.36   0.26   0.43     -0.14273315
 DK6317  -------------------------------------------------------------------
 DK6317  Click here for local accuracies and other accuracy information.
 DK6317
 DK6317.The horizontal coordinates were established by GPS observations
 DK6317.and adjusted by the MN DEPT OF TRANSP in January 2014.
 DK6317
 DK6317.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DK6317.been affixed to the stable North American tectonic plate. See 
 DK6317.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DK6317
 DK6317.The horizontal coordinates are valid at the epoch date displayed above
 DK6317.which is a decimal equivalence of Year/Month/Day.
 DK6317
 DK6317.The orthometric height was determined by differential leveling and
 DK6317.adjusted by the NATIONAL GEODETIC SURVEY
 DK6317.in May 2010.
 DK6317
 DK6317.Significant digits in the geoid height do not necessarily reflect accuracy.
 DK6317.GEOID18 height accuracy estimate available here.
 DK6317
 DK6317.Click photographs - Photos may exist for this station.
 DK6317
 DK6317.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DK6317
 DK6317.The Laplace correction was computed from DEFLEC18 derived deflections.
 DK6317
 DK6317.The ellipsoidal height was determined by GPS observations
 DK6317.and is referenced to NAD 83.
 DK6317
 DK6317.The dynamic height is computed by dividing the NAVD 88
 DK6317.geopotential number by the normal gravity value computed on the
 DK6317.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK6317.degrees latitude (g = 980.6199 gals.).
 DK6317
 DK6317.The modeled gravity was interpolated from observed gravity values.
 DK6317
 DK6317. The following values were computed from the NAD 83(2011) position.
 DK6317
 DK6317;                    North         East     Units Scale Factor Converg.
 DK6317;SPC MN S     -   319,266.078   848,758.092   MT  0.99995569   +0 25 59.7
 DK6317;SPC MN S     - 1,047,458.79  2,784,633.84   sFT  0.99995569   +0 25 59.7
 DK6317;UTM  15      - 4,979,877.404   469,887.126   MT  0.99961115   -0 16 11.6
 DK6317
 DK6317!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DK6317!SPC MN S     -   0.99996017  x   0.99995569  =   0.99991586
 DK6317!UTM  15      -   0.99996017  x   0.99961115  =   0.99957133
 DK6317
 DK6317_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK6988779877(NAD 83)
 DK6317
 DK6317|---------------------------------------------------------------------|
 DK6317| PID    Reference Object                     Distance      Geod. Az  |
 DK6317|                                                           dddmmss.s |
 DK6317| CJ4127 WINNETKA RM 1                       144.930 METERS 06533     |
 DK6317|---------------------------------------------------------------------|
 DK6317
 DK6317                          SUPERSEDED SURVEY CONTROL
 DK6317
 DK6317.No superseded survey control is available for this station.
 DK6317
 DK6317_MARKER: DD = SURVEY DISK
 DK6317_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DK6317_SP_SET: BRIDGE WALKWAY
 DK6317_STAMPING: 2789 AV 1993
 DK6317_MARK LOGO: MNDT
 DK6317_MAGNETIC: N = NO MAGNETIC MATERIAL
 DK6317_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DK6317_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DK6317+SATELLITE: SATELLITE OBSERVATIONS - June 03, 2014
 DK6317
 DK6317  HISTORY     - Date     Condition        Report By
 DK6317  HISTORY     - 19930505 MONUMENTED       MNDT
 DK6317  HISTORY     - 20100201 GOOD             MNDT
 DK6317  HISTORY     - 20111108 GOOD             MNDT
 DK6317  HISTORY     - 20111228 GOOD             MNDT
 DK6317  HISTORY     - 20140603 GOOD             MNDT
 DK6317
 DK6317                          STATION DESCRIPTION
 DK6317
 DK6317'DESCRIBED BY MN DEPT OF TRANSP 1993
 DK6317'THE MARK IS LOCATED ABOUT 8.5 MI (13.7 KM) SOUTHEAST OF HAMEL, 5.8 MI
 DK6317'(9.4 KM) WEST OF MINNEAPOLIS AND 5.1 MI (8.2 KM) NORTHEAST OF HOPKINS
 DK6317'IN THE TOWN OF GOLDEN VALLEY, IN THE BRIDGE ABUTMENT AT THE SOUTHEAST
 DK6317'CORNER OF WINNETKA AVENUE BRIDGE NUMBER 27744 OVER FAI 394, AT FAI 394
 DK6317'MILEPOST 3.5, 2.1 MI (3.4 KM) WEST OF TRUNK HIGHWAY 100.
 DK6317
 DK6317                          STATION RECOVERY (2010)
 DK6317
 DK6317'RECOVERY NOTE BY MN DEPT OF TRANSP 2010 (BJB)
 DK6317'RECOVERED AS DESCRIBED.
 DK6317
 DK6317                          STATION RECOVERY (2011)
 DK6317
 DK6317'RECOVERY NOTE BY MN DEPT OF TRANSP 2011 (PJG)
 DK6317'RECOVERED AS DESCRIBED.
 DK6317
 DK6317                          STATION RECOVERY (2011)
 DK6317
 DK6317'RECOVERY NOTE BY MN DEPT OF TRANSP 2011 (KMS)
 DK6317'IN GOLDEN VALLEY, IN WALKWAY IN SOUTHEAST CORNER OF WINNETKA AVENUE
 DK6317'BRIDGE NUMBER 27744 OVER INTERSTATE HIGHWAY 394, AT INTERSTATE HIGHWAY
 DK6317'394 MILEPOINT 3.5, 2.1 MILES WEST OF TRUNK HIGHWAY 100.
 DK6317
 DK6317                          STATION RECOVERY (2014)
 DK6317
 DK6317'RECOVERY NOTE BY MN DEPT OF TRANSP 2014 (MAS)
 DK6317'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DK6318 ***********************************************************************
 DK6318  DESIGNATION -  2789 AW
 DK6318  PID         -  DK6318
 DK6318  STATE/COUNTY-  MN/HENNEPIN
 DK6318  COUNTRY     -  US
 DK6318  USGS QUAD   -  MINNEAPOLIS SOUTH (2019)
 DK6318
 DK6318                         *CURRENT SURVEY CONTROL
 DK6318  ______________________________________________________________________
 DK6318* NAD 83(1986) POSITION- 44 58 17.72   (N) 093 22 14.94   (W)   HD_HELD1
 DK6318* NAVD 88 ORTHO HEIGHT -   275.990 (meters)      905.48  (feet) ADJUSTED
 DK6318  ______________________________________________________________________
 DK6318  GEOID HEIGHT    -        -27.006 (meters)                     GEOID18
 DK6318  DYNAMIC HEIGHT  -        275.985 (meters)      905.46  (feet) COMP
 DK6318  MODELED GRAVITY -    980,590.2   (mgal)                       NAVD 88
 DK6318
 DK6318  VERT ORDER      -  SECOND    CLASS I
 DK6318
 DK6318.The horizontal coordinates were determined by differentially corrected
 DK6318.hand held GPS observations or other comparable positioning techniques
 DK6318.and have an estimated accuracy of +/- 3 meters.
 DK6318
 DK6318.The orthometric height was determined by differential leveling and
 DK6318.adjusted by the NATIONAL GEODETIC SURVEY
 DK6318.in May 2010.
 DK6318
 DK6318.Significant digits in the geoid height do not necessarily reflect accuracy.
 DK6318.GEOID18 height accuracy estimate available here.
 DK6318
 DK6318.Click photographs - Photos may exist for this station.
 DK6318
 DK6318.The dynamic height is computed by dividing the NAVD 88
 DK6318.geopotential number by the normal gravity value computed on the
 DK6318.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK6318.degrees latitude (g = 980.6199 gals.).
 DK6318
 DK6318.The modeled gravity was interpolated from observed gravity values.
 DK6318
 DK6318;                    North         East    Units  Estimated Accuracy
 DK6318;SPC MN S     -   319,260.5     849,630.9     MT  (+/- 3 meters HH1 GPS) 
 DK6318
 DK6318_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK7075979861(NAD 83)
 DK6318
 DK6318                          SUPERSEDED SURVEY CONTROL
 DK6318
 DK6318.No superseded survey control is available for this station.
 DK6318
 DK6318_MARKER: DV = VERTICAL CONTROL DISK
 DK6318_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DK6318_SP_SET: BRIDGE WALKWAY
 DK6318_STAMPING: 2789 AW 1993
 DK6318_MARK LOGO: MNDT
 DK6318_MAGNETIC: N = NO MAGNETIC MATERIAL
 DK6318_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DK6318_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DK6318+SATELLITE: SATELLITE OBSERVATIONS - June 03, 2014
 DK6318
 DK6318  HISTORY     - Date     Condition        Report By
 DK6318  HISTORY     - 19930505 MONUMENTED       MNDT
 DK6318  HISTORY     - 20090927 GOOD             MNDT
 DK6318  HISTORY     - 20140603 GOOD             MNDT
 DK6318
 DK6318                          STATION DESCRIPTION
 DK6318
 DK6318'DESCRIBED BY MN DEPT OF TRANSP 1993
 DK6318'THE MARK IS LOCATED ABOUT 9.0 MI (14.4 KM) EAST-SOUTHEAST OF HAMEL,
 DK6318'5.5 MI (8.9 KM) NORTHEAST OF HOPKINS AND 5.3 MI (8.5 KM) WEST OF
 DK6318'MINNEAPOLIS IN THE TOWN OF GOLDEN VALLEY, IN THE BRIDGE DECK AT THE
 DK6318'NORTHWEST CORNER OF LOUISIANA AVENUE BRIDGE NUMBER 27745 OVER FAI 394,
 DK6318'AT FAI 394 MILEPOST 4.05, 1.4 MI (2.3 KM) WEST OF TRUNK HIGHWAY 100,
 DK6318'1.5 FT (0.5 M) SOUTHEAST OF THE CORNER OF THE RAILING AND THE
 DK6318'RETAINING WALL.
 DK6318
 DK6318                          STATION RECOVERY (2009)
 DK6318
 DK6318'RECOVERY NOTE BY MN DEPT OF TRANSP 2009 (BJB)
 DK6318'RECOVERED AS DESCRIBED.
 DK6318
 DK6318                          STATION RECOVERY (2014)
 DK6318
 DK6318'RECOVERY NOTE BY MN DEPT OF TRANSP 2014 (MAS)
 DK6318'THE STATION IS LOCATED ABOUT 9.0 MI (14.5 KM) EAST-SOUTHEAST OF HAMEL,
 DK6318'5.5 MI (8.8 KM) NORTHEAST OF HOPKINS AND 5.3 MI (8.5 KM) WEST OF
 DK6318'MINNEAPOLIS.
 DK6318'
 DK6318'TO REACH THE MARK IN WALKWAY AT NORTHWEST CORNER OF LOUISIANA AVENUE
 DK6318'BRIDGE NUMBER 27745 OVER INTERSTATE HIGHWAY 394, AT INTERSTATE HIGHWAY
 DK6318'394 MILE POINT 4.05, 1.4 MI (2.3 KM) WEST OF TRUNK HIGHWAY 100.
 DK6318'
 DK6318'THE MARK IS LOCATED 1.5 FT (0.5 M) SOUTHEAST OF CORNER OF RAILING AND
 DK6318'RETAINING WALL, IN SIDEWALK NEXT TO JOHN LOCATED SKARSTON MEMORIAL
 DK6318'PLAQUE.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DK6345 ***********************************************************************
 DK6345  DESIGNATION -  2789 AX
 DK6345  PID         -  DK6345
 DK6345  STATE/COUNTY-  MN/HENNEPIN
 DK6345  COUNTRY     -  US
 DK6345  USGS QUAD   -  MINNEAPOLIS SOUTH (2019)
 DK6345
 DK6345                         *CURRENT SURVEY CONTROL
 DK6345  ______________________________________________________________________
 DK6345* NAD 83(1986) POSITION- 44 58 15.84   (N) 093 22 13.46   (W)   HD_HELD1
 DK6345* NAVD 88 ORTHO HEIGHT -   276.064 (meters)      905.72  (feet) ADJUSTED
 DK6345  ______________________________________________________________________
 DK6345  GEOID HEIGHT    -        -27.006 (meters)                     GEOID18
 DK6345  DYNAMIC HEIGHT  -        276.059 (meters)      905.70  (feet) COMP
 DK6345  MODELED GRAVITY -    980,590.1   (mgal)                       NAVD 88
 DK6345
 DK6345  VERT ORDER      -  SECOND    CLASS I
 DK6345
 DK6345.The horizontal coordinates were determined by differentially corrected
 DK6345.hand held GPS observations or other comparable positioning techniques
 DK6345.and have an estimated accuracy of +/- 3 meters.
 DK6345
 DK6345.The orthometric height was determined by differential leveling and
 DK6345.adjusted by the NATIONAL GEODETIC SURVEY
 DK6345.in May 2010.
 DK6345
 DK6345.Significant digits in the geoid height do not necessarily reflect accuracy.
 DK6345.GEOID18 height accuracy estimate available here.
 DK6345
 DK6345.Click photographs - Photos may exist for this station.
 DK6345
 DK6345.The dynamic height is computed by dividing the NAVD 88
 DK6345.geopotential number by the normal gravity value computed on the
 DK6345.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK6345.degrees latitude (g = 980.6199 gals.).
 DK6345
 DK6345.The modeled gravity was interpolated from observed gravity values.
 DK6345
 DK6345;                    North         East    Units  Estimated Accuracy
 DK6345;SPC MN S     -   319,202.8     849,663.8     MT  (+/- 3 meters HH1 GPS) 
 DK6345
 DK6345_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK7079179803(NAD 83)
 DK6345
 DK6345                          SUPERSEDED SURVEY CONTROL
 DK6345
 DK6345.No superseded survey control is available for this station.
 DK6345
 DK6345_MARKER: DV = VERTICAL CONTROL DISK
 DK6345_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DK6345_SP_SET: BRIDGE WALKWAY
 DK6345_STAMPING: 2789 AX 1993
 DK6345_MARK LOGO: MNDT
 DK6345_MAGNETIC: N = NO MAGNETIC MATERIAL
 DK6345_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DK6345_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DK6345+SATELLITE: SATELLITE OBSERVATIONS - June 03, 2014
 DK6345
 DK6345  HISTORY     - Date     Condition        Report By
 DK6345  HISTORY     - 19930506 MONUMENTED       MNDT
 DK6345  HISTORY     - 20090927 GOOD             MNDT
 DK6345  HISTORY     - 20140603 GOOD             MNDT
 DK6345
 DK6345                          STATION DESCRIPTION
 DK6345
 DK6345'DESCRIBED BY MN DEPT OF TRANSP 1993
 DK6345'THE MARK IS LOCATED ABOUT 9.0 MI (14.5 KM) EAST-SOUTHEAST OF HAMEL,
 DK6345'5.5 MI (8.9 KM) NORTHEAST OF HOPKINS AND 5.3 MI (8.5 KM) WEST OF
 DK6345'MINNEAPOLIS IN GOLDEN VALLEY, IN A SIDEWALK AT SOUTHEAST CORNER OF
 DK6345'LOUISIANA AVENUE BRIDGE NUMBER 27745 OVER FAI 394, AT FAI 394 MILEPOST
 DK6345'4.05, 1.4 MI (2.3 KM) WEST OF TRUNK HIGHWAY 100.
 DK6345
 DK6345                          STATION RECOVERY (2009)
 DK6345
 DK6345'RECOVERY NOTE BY MN DEPT OF TRANSP 2009 (BJB)
 DK6345'RECOVERED AS DESCRIBED.
 DK6345
 DK6345                          STATION RECOVERY (2014)
 DK6345
 DK6345'RECOVERY NOTE BY MN DEPT OF TRANSP 2014 (MAS)
 DK6345'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DK6354 ***********************************************************************
 DK6354  DESIGNATION -  2789 AY
 DK6354  PID         -  DK6354
 DK6354  STATE/COUNTY-  MN/HENNEPIN
 DK6354  COUNTRY     -  US
 DK6354  USGS QUAD   -  MINNEAPOLIS SOUTH (2019)
 DK6354
 DK6354                         *CURRENT SURVEY CONTROL
 DK6354  ______________________________________________________________________
 DK6354* NAD 83(1986) POSITION- 44 58 12.26   (N) 093 21 02.56   (W)   HD_HELD1
 DK6354* NAVD 88 ORTHO HEIGHT -   273.121 (meters)      896.06  (feet) ADJUSTED
 DK6354  ______________________________________________________________________
 DK6354  GEOID HEIGHT    -        -27.032 (meters)                     GEOID18
 DK6354  DYNAMIC HEIGHT  -        273.115 (meters)      896.04  (feet) COMP
 DK6354  MODELED GRAVITY -    980,587.9   (mgal)                       NAVD 88
 DK6354
 DK6354  VERT ORDER      -  SECOND    CLASS I
 DK6354
 DK6354.The horizontal coordinates were determined by differentially corrected
 DK6354.hand held GPS observations or other comparable positioning techniques
 DK6354.and have an estimated accuracy of +/- 3 meters.
 DK6354
 DK6354.The orthometric height was determined by differential leveling and
 DK6354.adjusted by the NATIONAL GEODETIC SURVEY
 DK6354.in May 2010.
 DK6354
 DK6354.Significant digits in the geoid height do not necessarily reflect accuracy.
 DK6354.GEOID18 height accuracy estimate available here.
 DK6354
 DK6354.Click photographs - Photos may exist for this station.
 DK6354
 DK6354.The dynamic height is computed by dividing the NAVD 88
 DK6354.geopotential number by the normal gravity value computed on the
 DK6354.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK6354.degrees latitude (g = 980.6199 gals.).
 DK6354
 DK6354.The modeled gravity was interpolated from observed gravity values.
 DK6354
 DK6354;                    North         East    Units  Estimated Accuracy
 DK6354;SPC MN S     -   319,104.4     851,218.2     MT  (+/- 3 meters HH1 GPS) 
 DK6354
 DK6354_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK7234479685(NAD 83)
 DK6354
 DK6354                          SUPERSEDED SURVEY CONTROL
 DK6354
 DK6354.No superseded survey control is available for this station.
 DK6354
 DK6354_MARKER: DV = VERTICAL CONTROL DISK
 DK6354_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DK6354_SP_SET: BRIDGE RAILING
 DK6354_STAMPING: 2789 AY 1993
 DK6354_MARK LOGO: MNHD
 DK6354_MAGNETIC: N = NO MAGNETIC MATERIAL
 DK6354_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DK6354_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DK6354+SATELLITE: SATELLITE OBSERVATIONS - June 03, 2014
 DK6354
 DK6354  HISTORY     - Date     Condition        Report By
 DK6354  HISTORY     - 19930505 MONUMENTED       MNHD
 DK6354  HISTORY     - 20090924 GOOD             MNDT
 DK6354  HISTORY     - 20120404 GOOD             MNDT
 DK6354  HISTORY     - 20140603 GOOD             MNDT
 DK6354
 DK6354                          STATION DESCRIPTION
 DK6354
 DK6354'DESCRIBED BY MN HIGHWAY DEPT 1993
 DK6354'THE MARK IS LOCATED ABOUT 9.3 MI (15.0 KM) NORTH-NORTHWEST OF
 DK6354'BLOOMINGTON, 6.3 MI (10.1 KM) EAST-NORTHEAST OF HOPKINS AND 4.3 MI
 DK6354'(7.0 KM) WEST OF MINNEAPOLIS IN THE TOWN OF GOLDEN VALLEY, IN THE
 DK6354'BRIDGE RAILING AT THE SOUTHEAST CORNER OF VERNON XENIA BRIDGE NUMBER
 DK6354'27747 OVER FAI 394, AT FAI 394 MILEPOST 5.0, 0.4 MI (0.6 KM) WEST OF
 DK6354'TRUNK HIGHWAY 100.
 DK6354
 DK6354                          STATION RECOVERY (2009)
 DK6354
 DK6354'RECOVERY NOTE BY MN DEPT OF TRANSP 2009 (BJB)
 DK6354'RECOVERED AS DESCRIBED.
 DK6354
 DK6354                          STATION RECOVERY (2012)
 DK6354
 DK6354'RECOVERY NOTE BY MN DEPT OF TRANSP 2012 (KMS)
 DK6354'IN GOLDEN VALLEY, IN BRIDGE RAILING IN SOUTHEAST CORNER OF XENIA/ PARK
 DK6354'PLACE BRIDGE NUMBER 27747 OVER INTERSTATE HIGHWAY 394, AT INTERSTATE
 DK6354'HIGHWAY 394 MILE POINT 5.0, 0.4 MI (0.6 KM) WEST OF TRUNK HIGHWAY 100.
 DK6354
 DK6354                          STATION RECOVERY (2014)
 DK6354
 DK6354'RECOVERY NOTE BY MN DEPT OF TRANSP 2014 (MAS)
 DK6354'IN GOLDEN VALLEY, IN BRIDGE RAILING IN SOUTHEAST CORNER OF XENIA/ PARK
 DK6354'PLACE BRIDGE NUMBER 27747 OVER INTERSTATE HIGHWAY 394, AT INTERSTATE
 DK6354'HIGHWAY 394 MILE POINT 5.0, 0.4 MI (0.6 KM) WEST OF TRUNK HIGHWAY 100.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DK6353 ***********************************************************************
 DK6353  DESIGNATION -  2789 AZ
 DK6353  PID         -  DK6353
 DK6353  STATE/COUNTY-  MN/HENNEPIN
 DK6353  COUNTRY     -  US
 DK6353  USGS QUAD   -  MINNEAPOLIS SOUTH (2019)
 DK6353
 DK6353                         *CURRENT SURVEY CONTROL
 DK6353  ______________________________________________________________________
 DK6353* NAD 83(1986) POSITION- 44 58 14.80   (N) 093 21 05.93   (W)   HD_HELD1
 DK6353* NAVD 88 ORTHO HEIGHT -   271.948 (meters)      892.22  (feet) ADJUSTED
 DK6353  ______________________________________________________________________
 DK6353  GEOID HEIGHT    -        -27.031 (meters)                     GEOID18
 DK6353  DYNAMIC HEIGHT  -        271.942 (meters)      892.20  (feet) COMP
 DK6353  MODELED GRAVITY -    980,588.1   (mgal)                       NAVD 88
 DK6353
 DK6353  VERT ORDER      -  SECOND    CLASS I
 DK6353
 DK6353.The horizontal coordinates were determined by differentially corrected
 DK6353.hand held GPS observations or other comparable positioning techniques
 DK6353.and have an estimated accuracy of +/- 3 meters.
 DK6353
 DK6353.The orthometric height was determined by differential leveling and
 DK6353.adjusted by the NATIONAL GEODETIC SURVEY
 DK6353.in May 2010.
 DK6353
 DK6353.Significant digits in the geoid height do not necessarily reflect accuracy.
 DK6353.GEOID18 height accuracy estimate available here.
 DK6353
 DK6353.Click photographs - Photos may exist for this station.
 DK6353
 DK6353.The dynamic height is computed by dividing the NAVD 88
 DK6353.geopotential number by the normal gravity value computed on the
 DK6353.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK6353.degrees latitude (g = 980.6199 gals.).
 DK6353
 DK6353.The modeled gravity was interpolated from observed gravity values.
 DK6353
 DK6353;                    North         East    Units  Estimated Accuracy
 DK6353;SPC MN S     -   319,182.2     851,143.7     MT  (+/- 3 meters HH1 GPS) 
 DK6353
 DK6353_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK7227079764(NAD 83)
 DK6353
 DK6353                          SUPERSEDED SURVEY CONTROL
 DK6353
 DK6353.No superseded survey control is available for this station.
 DK6353
 DK6353_MARKER: DV = VERTICAL CONTROL DISK
 DK6353_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DK6353_SP_SET: BRIDGE RAILING
 DK6353_STAMPING: 2789 AZ 1993
 DK6353_MARK LOGO: MNHD
 DK6353_MAGNETIC: N = NO MAGNETIC MATERIAL
 DK6353_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DK6353_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DK6353+SATELLITE: SATELLITE OBSERVATIONS - June 03, 2014
 DK6353
 DK6353  HISTORY     - Date     Condition        Report By
 DK6353  HISTORY     - 19930505 MONUMENTED       MNHD
 DK6353  HISTORY     - 20120404 GOOD             MNDT
 DK6353  HISTORY     - 20140603 GOOD             MNDT
 DK6353
 DK6353                          STATION DESCRIPTION
 DK6353
 DK6353'DESCRIBED BY MN HIGHWAY DEPT 1993
 DK6353'THE MARK IS LOCATED ABOUT 9.3 MI (15.1 KM) NORTH-NORTHWEST OF
 DK6353'BLOOMINGTON, 6.3 MI (10.1 KM) EAST-NORTHEAST OF HOPKINS AND 4.4 MI
 DK6353'(7.0 KM) WEST OF MINNEAPOLIS IN THE TOWN OF GOLDEN VALLEY, IN THE
 DK6353'BRIDGE RAILING AT THE NORTHWEST CORNER OF VERNON XENIA BRIDGE NUMBER
 DK6353'27747 OVER FAI394, AT FAI 394 MILEPOST 5.0, 0.4 MI (0.6 KM) WEST ALONG
 DK6353'OF TRUNK HIGHWAY 100.
 DK6353
 DK6353                          STATION RECOVERY (2012)
 DK6353
 DK6353'RECOVERY NOTE BY MN DEPT OF TRANSP 2012 (KMS)
 DK6353'IN GOLDEN VALLEY, IN BRIDGE RAILING IN NORTHWEST CORNER OF XENIA/ PARK
 DK6353'PLACE BRIDGE NUMBER 27747 OVER INTERSTATE HIGHWAY 394, AT INTERSTATE
 DK6353'HIGHWAY 394 MILE POINT 5.0, 0.4 MI (0.6 KM) WEST OF TRUNK HIGHWAY 100,
 DK6353'33.1 FT (10.1 M) WEST OF SOUTHBOUND PARK PLACE BOULEVARD.
 DK6353
 DK6353                          STATION RECOVERY (2014)
 DK6353
 DK6353'RECOVERY NOTE BY MN DEPT OF TRANSP 2014 (MAS)
 DK6353'IN GOLDEN VALLEY, IN BRIDGE RAILING IN NORTHWEST CORNER OF XENIA/ PARK
 DK6353'PLACE BRIDGE NUMBER 27747 OVER INTERSTATE HIGHWAY 394, AT INTERSTATE
 DK6353'HIGHWAY 394 MILE POINT 5.0, 0.4 MI (0.6 KM) WEST OF TRUNK HIGHWAY 100,
 DK6353'33.1 FT (10.1 M) WEST OF SOUTHBOUND PARK PLACE BOULEVARD.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DJ2318 ***********************************************************************
 DJ2318  DESIGNATION -  2789 B
 DJ2318  PID         -  DJ2318
 DJ2318  STATE/COUNTY-  MN/HENNEPIN
 DJ2318  COUNTRY     -  US
 DJ2318  USGS QUAD   -  MINNEAPOLIS SOUTH (2019)
 DJ2318
 DJ2318                         *CURRENT SURVEY CONTROL
 DJ2318  ______________________________________________________________________
 DJ2318* NAD 83(1986) POSITION- 44 58 09.77   (N) 093 18 30.62   (W)   HD_HELD1
 DJ2318* NAVD 88 ORTHO HEIGHT -   267.697 (meters)      878.27  (feet) ADJUSTED
 DJ2318  ______________________________________________________________________
 DJ2318  GEOID HEIGHT    -        -27.091 (meters)                     GEOID18
 DJ2318  DYNAMIC HEIGHT  -        267.690 (meters)      878.25  (feet) COMP
 DJ2318  MODELED GRAVITY -    980,585.5   (mgal)                       NAVD 88
 DJ2318
 DJ2318  VERT ORDER      -  SECOND    CLASS I
 DJ2318
 DJ2318.The horizontal coordinates were determined by differentially corrected
 DJ2318.hand held GPS observations or other comparable positioning techniques
 DJ2318.and have an estimated accuracy of +/- 3 meters.
 DJ2318
 DJ2318.The orthometric height was determined by differential leveling and
 DJ2318.adjusted by the NATIONAL GEODETIC SURVEY
 DJ2318.in September 2016.
 DJ2318
 DJ2318.Significant digits in the geoid height do not necessarily reflect accuracy.
 DJ2318.GEOID18 height accuracy estimate available here.
 DJ2318
 DJ2318.Click photographs - Photos may exist for this station.
 DJ2318
 DJ2318.The dynamic height is computed by dividing the NAVD 88
 DJ2318.geopotential number by the normal gravity value computed on the
 DJ2318.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ2318.degrees latitude (g = 980.6199 gals.).
 DJ2318
 DJ2318.The modeled gravity was interpolated from observed gravity values.
 DJ2318
 DJ2318;                    North         East    Units  Estimated Accuracy
 DJ2318;SPC MN S     -   319,054.9     854,548.1     MT  (+/- 3 meters HH1 GPS) 
 DJ2318
 DJ2318_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK7567279595(NAD 83)
 DJ2318
 DJ2318                          SUPERSEDED SURVEY CONTROL
 DJ2318
 DJ2318  NAVD 88 (05/05/10)  267.704  (m)          878.29   (f) SUPERSEDED  2 2
 DJ2318
 DJ2318.Superseded values are not recommended for survey control.
 DJ2318
 DJ2318.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ2318.See file dsdata.pdf to determine how the superseded data were derived.
 DJ2318
 DJ2318_MARKER: DV = VERTICAL CONTROL DISK
 DJ2318_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DJ2318_SP_SET: BRIDGE ABUTMENT
 DJ2318_STAMPING: 2789 B 1988
 DJ2318_MARK LOGO: MNDT
 DJ2318_MAGNETIC: N = NO MAGNETIC MATERIAL
 DJ2318_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DJ2318_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DJ2318+SATELLITE: SATELLITE OBSERVATIONS - June 04, 2014
 DJ2318
 DJ2318  HISTORY     - Date     Condition        Report By
 DJ2318  HISTORY     - 19881006 MONUMENTED       MNDT
 DJ2318  HISTORY     - 19930506 GOOD             MNDT
 DJ2318  HISTORY     - 20120404 GOOD             MNDT
 DJ2318  HISTORY     - 20140604 GOOD             MNDT
 DJ2318
 DJ2318                          STATION DESCRIPTION
 DJ2318
 DJ2318'DESCRIBED BY MN DEPT OF TRANSP 1988 (EGS)
 DJ2318'THE MARK IS LOCATED IN THE CITY OF MINNEAPOLIS, AT THE SOUTHWEST
 DJ2318'CORNER OF BRIDGE NUMBER 27770, CARRYING THE SOUTHWEST RAMP FROM PENN
 DJ2318'AVENUE TO EASTBOUND INTERSTATE 394 AND IS IN THE SOUTHWEST 1/4 OF
 DJ2318'SECTION 28, T28N, R24W.  THE MARK, A STANDARD MNDT ALUMINUM VERTICAL
 DJ2318'CONTROL MONUMENT DISK STAMPED---2789 B 1988---, IS SET IN THE TOP OF
 DJ2318'THE WINGWALL OF THE BRIDGE.
 DJ2318
 DJ2318                          STATION RECOVERY (1993)
 DJ2318
 DJ2318'RECOVERY NOTE BY MN DEPT OF TRANSP 1993 (WAS)
 DJ2318'RECOVERED AS DESCRIBED.
 DJ2318
 DJ2318                          STATION RECOVERY (2012)
 DJ2318
 DJ2318'RECOVERY NOTE BY MN DEPT OF TRANSP 2012 (KMS)
 DJ2318'IN MINNEAPOLIS, IN ABUTMENT AT SOUTHWEST CORNER (WEST ABUTMENT) OF
 DJ2318'BRIDGE NUMBER 27770 (SOUTHWEST RAMP FROM PENN AVENUE TO EASTBOUND
 DJ2318'INTERSTATE HIGHWAY 394).
 DJ2318
 DJ2318                          STATION RECOVERY (2014)
 DJ2318
 DJ2318'RECOVERY NOTE BY MN DEPT OF TRANSP 2014 (MAS)
 DJ2318'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DM6147 ***********************************************************************
 DM6147  DESIGNATION -  2789 BA
 DM6147  PID         -  DM6147
 DM6147  STATE/COUNTY-  MN/HENNEPIN
 DM6147  COUNTRY     -  US
 DM6147  USGS QUAD   -  HOPKINS (2019)
 DM6147
 DM6147                         *CURRENT SURVEY CONTROL
 DM6147  ______________________________________________________________________
 DM6147* NAD 83(1986) POSITION- 44 58 17.28   (N) 093 28 10.33   (W)   HD_HELD1
 DM6147* NAVD 88 ORTHO HEIGHT -   305.579 (meters)     1002.55  (feet) ADJUSTED
 DM6147  ______________________________________________________________________
 DM6147  GEOID HEIGHT    -        -26.924 (meters)                     GEOID18
 DM6147  DYNAMIC HEIGHT  -        305.576 (meters)     1002.54  (feet) COMP
 DM6147  MODELED GRAVITY -    980,595.8   (mgal)                       NAVD 88
 DM6147
 DM6147  VERT ORDER      -  SECOND    CLASS I
 DM6147
 DM6147.The horizontal coordinates were determined by differentially corrected
 DM6147.hand held GPS observations or other comparable positioning techniques
 DM6147.and have an estimated accuracy of +/- 3 meters.
 DM6147
 DM6147.The orthometric height was determined by differential leveling and
 DM6147.adjusted by the NATIONAL GEODETIC SURVEY
 DM6147.in September 2013.
 DM6147
 DM6147.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM6147.GEOID18 height accuracy estimate available here.
 DM6147
 DM6147.Click photographs - Photos may exist for this station.
 DM6147
 DM6147.The dynamic height is computed by dividing the NAVD 88
 DM6147.geopotential number by the normal gravity value computed on the
 DM6147.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM6147.degrees latitude (g = 980.6199 gals.).
 DM6147
 DM6147.The modeled gravity was interpolated from observed gravity values.
 DM6147
 DM6147;                    North         East    Units  Estimated Accuracy
 DM6147;SPC MN S     -   319,191.7     841,844.0     MT  (+/- 3 meters HH1 GPS) 
 DM6147
 DM6147_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK6297579887(NAD 83)
 DM6147
 DM6147                          SUPERSEDED SURVEY CONTROL
 DM6147
 DM6147.No superseded survey control is available for this station.
 DM6147
 DM6147_MARKER: DV = VERTICAL CONTROL DISK
 DM6147_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DM6147_SP_SET: BRIDGE RAILING
 DM6147_STAMPING: 2789 BA 1985
 DM6147_MARK LOGO: MNDT
 DM6147_MAGNETIC: N = NO MAGNETIC MATERIAL
 DM6147_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DM6147_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DM6147+SATELLITE: SATELLITE OBSERVATIONS - September 12, 2013
 DM6147
 DM6147  HISTORY     - Date     Condition        Report By
 DM6147  HISTORY     - 19850401 MONUMENTED       MNDT
 DM6147  HISTORY     - 20080529 GOOD             MNDT
 DM6147  HISTORY     - 20130912 GOOD             MNDT
 DM6147
 DM6147                          STATION DESCRIPTION
 DM6147
 DM6147'DESCRIBED BY MN DEPT OF TRANSP 2008 (DAS)
 DM6147'THE STATION IS LOCATED ABOUT 6.7 MI (10.8 KM) NORTHEAST OF EXCELSIOR.
 DM6147'
 DM6147'THE MARK IS IN MINNETONKA, TO REACH THE MARK GO 5.5 MI (8.8 KM)
 DM6147'SOUTH-SOUTHEAST OF HAMEL AND 3.2 MI (5.1 KM) NORTH OF HOPKINS.
 DM6147'
 DM6147'IT IS AT THE BRIDGE RAIL IN NORTHEAST CORNER OF CARLSON PARKWAY BRIDGE
 DM6147'NUMBER 27655 OVER TRUNK HIGHWAY 12 BEHIND STEEL RAILING, 0.5 MI (0.8
 DM6147'KM) WEST ALONG TRUNK HIGHWAY 12 FROM THE JUNCTION OF TRUNK HIGHWAY 12
 DM6147'AND TRUNK HIGHWAY 494, TAKE THE CARLSON PARKWAY/LINNEN ROAD, 1.7 FT
 DM6147'(0.5 M) SOUTH OF END OF BRIDGE RAILING.
 DM6147
 DM6147                          STATION RECOVERY (2013)
 DM6147
 DM6147'RECOVERY NOTE BY MN DEPT OF TRANSP 2013 (KMS)
 DM6147'IN MINNETONKA, IN BRIDGE RAIL IN NORTHEAST CORNER OF CARLSON PARKWAY
 DM6147'BRIDGE NUMBER 27655 OVER TRUNK HIGHWAY 12 BEHIND STEEL RAILING, 0.5
 DM6147'MILE WEST ALONG TRUNK HIGHWAY 12 FROM THE JUNCTION OF TRUNK HIGHWAY 12
 DM6147'AND INTERSTATE HIGHWAY 494, TAKE THE CARLSON PARKWAY AND LINNEN ROAD,
 DM6147'1.7 FEET SOUTH OF END OF BRIDGE RAILING.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DP5890 ***********************************************************************
 DP5890  DESIGNATION -  2789 BB
 DP5890  PID         -  DP5890
 DP5890  STATE/COUNTY-  MN/HENNEPIN
 DP5890  COUNTRY     -  US
 DP5890  USGS QUAD   -  MINNEAPOLIS SOUTH (2019)
 DP5890
 DP5890                         *CURRENT SURVEY CONTROL
 DP5890  ______________________________________________________________________
 DP5890* NAD 83(2011) POSITION- 44 58 56.52519(N) 093 16 30.46221(W)   ADJUSTED
 DP5890* NAD 83(2011) ELLIP HT-   226.955 (meters)        (12/05/14)   ADJUSTED
 DP5890* NAD 83(2011) EPOCH   -  2010.00
 DP5890* NAVD 88 ORTHO HEIGHT -   254.087 (meters)      833.62  (feet) ADJUSTED
 DP5890  ______________________________________________________________________
 DP5890  GEOID HEIGHT    -        -27.142 (meters)                     GEOID18
 DP5890  NAD 83(2011) X  -   -258,181.219 (meters)                     COMP
 DP5890  NAD 83(2011) Y  - -4,511,755.686 (meters)                     COMP
 DP5890  NAD 83(2011) Z  -  4,486,123.080 (meters)                     COMP
 DP5890  LAPLACE CORR    -         -3.35  (seconds)                    DEFLEC18
 DP5890  DYNAMIC HEIGHT  -        254.081 (meters)      833.60  (feet) COMP
 DP5890  MODELED GRAVITY -    980,586.1   (mgal)                       NAVD 88
 DP5890
 DP5890  VERT ORDER      -  SECOND    CLASS I
 DP5890
 DP5890  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DP5890  Standards:
 DP5890         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DP5890            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DP5890  -------------------------------------------------------------------
 DP5890  NETWORK    0.76   2.72           0.33   0.28   1.39      0.22724254
 DP5890  -------------------------------------------------------------------
 DP5890  Click here for local accuracies and other accuracy information.
 DP5890
 DP5890.The horizontal coordinates were established by GPS observations
 DP5890.and adjusted by the MN DEPT OF TRANSP in December 2014.
 DP5890
 DP5890.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DP5890.been affixed to the stable North American tectonic plate. See 
 DP5890.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DP5890
 DP5890.The horizontal coordinates are valid at the epoch date displayed above
 DP5890.which is a decimal equivalence of Year/Month/Day.
 DP5890
 DP5890.The orthometric height was determined by differential leveling and
 DP5890.adjusted by the NATIONAL GEODETIC SURVEY
 DP5890.in September 2016.
 DP5890
 DP5890.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP5890.GEOID18 height accuracy estimate available here.
 DP5890
 DP5890.Click photographs - Photos may exist for this station.
 DP5890
 DP5890.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DP5890
 DP5890.The Laplace correction was computed from DEFLEC18 derived deflections.
 DP5890
 DP5890.The ellipsoidal height was determined by GPS observations
 DP5890.and is referenced to NAD 83.
 DP5890
 DP5890.The dynamic height is computed by dividing the NAVD 88
 DP5890.geopotential number by the normal gravity value computed on the
 DP5890.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP5890.degrees latitude (g = 980.6199 gals.).
 DP5890
 DP5890.The modeled gravity was interpolated from observed gravity values.
 DP5890
 DP5890. The following values were computed from the NAD 83(2011) position.
 DP5890
 DP5890;                    North         East     Units Scale Factor Converg.
 DP5890;SPC MN S     -   320,520.873   857,168.164   MT  0.99995724   +0 30 29.1
 DP5890;SPC MN S     - 1,051,575.56  2,812,225.88   sFT  0.99995724   +0 30 29.1
 DP5890;UTM  15      - 4,981,028.538   478,309.025   MT  0.99960579   -0 11 40.1
 DP5890
 DP5890!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DP5890!SPC MN S     -   0.99996442  x   0.99995724  =   0.99992166
 DP5890!UTM  15      -   0.99996442  x   0.99960579  =   0.99957022
 DP5890
 DP5890_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK7830981028(NAD 83)
 DP5890
 DP5890                          SUPERSEDED SURVEY CONTROL
 DP5890
 DP5890.No superseded survey control is available for this station.
 DP5890
 DP5890_MARKER: I = METAL ROD
 DP5890_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DP5890_STAMPING: 2789 BB 2014
 DP5890_MARK LOGO: MNDT
 DP5890_PROJECTION: RECESSED 5 CENTIMETERS
 DP5890_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DP5890_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DP5890_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP5890+SATELLITE: SATELLITE OBSERVATIONS - June 24, 2014
 DP5890_ROD/PIPE-DEPTH: 7.3 meters
 DP5890
 DP5890  HISTORY     - Date     Condition        Report By
 DP5890  HISTORY     - 20140624 MONUMENTED       MNDT
 DP5890
 DP5890                          STATION DESCRIPTION
 DP5890
 DP5890'DESCRIBED BY MN DEPT OF TRANSP 2014
 DP5890'IN MINNEAPOLIS (300 FEET EAST OF TWINS STADIUM), FROM JUNCTION OF
 DP5890'NORTH WASHINGTON AVENUE AND 3RD AVENUE NORTH, CONTINUE SOUTHWESTERLY
 DP5890'ALONG 3RD AVENUE NORTH TAKING IMMEDIATE LEFT ENTRANCE TO WESTBOUND
 DP5890'INTERSTATE HIGHWAY 394, THEN STAY TO RIGHT AND TAKE CARPOOL/BUS LANE
 DP5890'FOR 650 FEET, STATION IS ON RIGHT, HALFWAY BETWEEN 4TH STREET AND 5TH
 DP5890'STREET BRIDGES OVERHEAD, 35.2 FEET NORTHWEST OF CARPOOL/BUS LANE
 DP5890'ENTRANCE RAMP TO WESTBOUND INTERSTATE HIGHWAY 394, 89.0 FEET SOUTHWEST
 DP5890'OF LIGHT POLE NUMBER P342, 1.5 FEET SOUTHEAST OF WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DP5891 ***********************************************************************
 DP5891  DESIGNATION -  2789 BC
 DP5891  PID         -  DP5891
 DP5891  STATE/COUNTY-  MN/HENNEPIN
 DP5891  COUNTRY     -  US
 DP5891  USGS QUAD   -  MINNEAPOLIS SOUTH (2019)
 DP5891
 DP5891                         *CURRENT SURVEY CONTROL
 DP5891  ______________________________________________________________________
 DP5891* NAD 83(2011) POSITION- 44 58 32.01272(N) 093 17 02.53439(W)   ADJUSTED
 DP5891* NAD 83(2011) ELLIP HT-   233.554 (meters)        (12/05/14)   ADJUSTED
 DP5891* NAD 83(2011) EPOCH   -  2010.00
 DP5891* NAVD 88 ORTHO HEIGHT -   260.661 (meters)      855.19  (feet) ADJUSTED
 DP5891  ______________________________________________________________________
 DP5891  GEOID HEIGHT    -        -27.127 (meters)                     GEOID18
 DP5891  NAD 83(2011) X  -   -258,913.659 (meters)                     COMP
 DP5891  NAD 83(2011) Y  - -4,512,254.156 (meters)                     COMP
 DP5891  NAD 83(2011) Z  -  4,485,592.464 (meters)                     COMP
 DP5891  LAPLACE CORR    -         -3.46  (seconds)                    DEFLEC18
 DP5891  DYNAMIC HEIGHT  -        260.655 (meters)      855.17  (feet) COMP
 DP5891  MODELED GRAVITY -    980,585.7   (mgal)                       NAVD 88
 DP5891
 DP5891  VERT ORDER      -  SECOND    CLASS I
 DP5891
 DP5891  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DP5891  Standards:
 DP5891         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DP5891            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DP5891  -------------------------------------------------------------------
 DP5891  NETWORK    0.80   2.10           0.35   0.29   1.07      0.23464923
 DP5891  -------------------------------------------------------------------
 DP5891  Click here for local accuracies and other accuracy information.
 DP5891
 DP5891.The horizontal coordinates were established by GPS observations
 DP5891.and adjusted by the MN DEPT OF TRANSP in December 2014.
 DP5891
 DP5891.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DP5891.been affixed to the stable North American tectonic plate. See 
 DP5891.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DP5891
 DP5891.The horizontal coordinates are valid at the epoch date displayed above
 DP5891.which is a decimal equivalence of Year/Month/Day.
 DP5891
 DP5891.The orthometric height was determined by differential leveling and
 DP5891.adjusted by the NATIONAL GEODETIC SURVEY
 DP5891.in September 2016.
 DP5891
 DP5891.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP5891.GEOID18 height accuracy estimate available here.
 DP5891
 DP5891.Click photographs - Photos may exist for this station.
 DP5891
 DP5891.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DP5891
 DP5891.The Laplace correction was computed from DEFLEC18 derived deflections.
 DP5891
 DP5891.The ellipsoidal height was determined by GPS observations
 DP5891.and is referenced to NAD 83.
 DP5891
 DP5891.The dynamic height is computed by dividing the NAVD 88
 DP5891.geopotential number by the normal gravity value computed on the
 DP5891.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP5891.degrees latitude (g = 980.6199 gals.).
 DP5891
 DP5891.The modeled gravity was interpolated from observed gravity values.
 DP5891
 DP5891. The following values were computed from the NAD 83(2011) position.
 DP5891
 DP5891;                    North         East     Units Scale Factor Converg.
 DP5891;SPC MN S     -   319,758.047   856,472.192   MT  0.99995625   +0 30 06.6
 DP5891;SPC MN S     - 1,049,072.86  2,809,942.52   sFT  0.99995625   +0 30 06.6
 DP5891;UTM  15      - 4,980,274.567   477,603.998   MT  0.99960617   -0 12 02.7
 DP5891
 DP5891!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DP5891!SPC MN S     -   0.99996338  x   0.99995625  =   0.99991963
 DP5891!UTM  15      -   0.99996338  x   0.99960617  =   0.99956957
 DP5891
 DP5891_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK7760380274(NAD 83)
 DP5891
 DP5891                          SUPERSEDED SURVEY CONTROL
 DP5891
 DP5891.No superseded survey control is available for this station.
 DP5891
 DP5891_MARKER: I = METAL ROD
 DP5891_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DP5891_STAMPING: 2789 BC 2014
 DP5891_MARK LOGO: MNDT
 DP5891_PROJECTION: FLUSH
 DP5891_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DP5891_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DP5891_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP5891+SATELLITE: SATELLITE OBSERVATIONS - June 24, 2014
 DP5891_ROD/PIPE-DEPTH: 3.4 meters
 DP5891
 DP5891  HISTORY     - Date     Condition        Report By
 DP5891  HISTORY     - 20140624 MONUMENTED       MNDT
 DP5891
 DP5891                          STATION DESCRIPTION
 DP5891
 DP5891'DESCRIBED BY MN DEPT OF TRANSP 2014
 DP5891'IN MINNEAPOLIS, 0.15 MILE EAST ALONG INTERSTATE 394 FROM JUNCTION OF
 DP5891'INTERSTATE 394 AND INTERSTATE 94 IN MINNEAPOLIS, AT INTERSTATE 394
 DP5891'MILEPOINT 8.75, 32.3 FEET NORTH OF ENTRANCE RAMP, 9.3 FEET EAST OF
 DP5891'FENCE CORNER, 1.5 FEET SOUTH OF WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DP5892 ***********************************************************************
 DP5892  DESIGNATION -  2789 BD
 DP5892  PID         -  DP5892
 DP5892  STATE/COUNTY-  MN/HENNEPIN
 DP5892  COUNTRY     -  US
 DP5892  USGS QUAD   -  MINNEAPOLIS SOUTH (2019)
 DP5892
 DP5892                         *CURRENT SURVEY CONTROL
 DP5892  ______________________________________________________________________
 DP5892* NAD 83(2011) POSITION- 44 58 12.46447(N) 093 18 01.10367(W)   ADJUSTED
 DP5892* NAD 83(2011) ELLIP HT-   231.500 (meters)        (12/05/14)   ADJUSTED
 DP5892* NAD 83(2011) EPOCH   -  2010.00
 DP5892* NAVD 88 ORTHO HEIGHT -   258.586 (meters)      848.38  (feet) ADJUSTED
 DP5892  ______________________________________________________________________
 DP5892  GEOID HEIGHT    -        -27.102 (meters)                     GEOID18
 DP5892  NAD 83(2011) X  -   -260,219.383 (meters)                     COMP
 DP5892  NAD 83(2011) Y  - -4,512,604.814 (meters)                     COMP
 DP5892  NAD 83(2011) Z  -  4,485,164.091 (meters)                     COMP
 DP5892  LAPLACE CORR    -         -3.62  (seconds)                    DEFLEC18
 DP5892  DYNAMIC HEIGHT  -        258.580 (meters)      848.36  (feet) COMP
 DP5892  MODELED GRAVITY -    980,585.4   (mgal)                       NAVD 88
 DP5892
 DP5892  VERT ORDER      -  SECOND    CLASS I
 DP5892
 DP5892  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DP5892  Standards:
 DP5892         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DP5892            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DP5892  -------------------------------------------------------------------
 DP5892  NETWORK    0.96   2.67           0.41   0.36   1.36      0.28620522
 DP5892  -------------------------------------------------------------------
 DP5892  Click here for local accuracies and other accuracy information.
 DP5892
 DP5892.The horizontal coordinates were established by GPS observations
 DP5892.and adjusted by the MN DEPT OF TRANSP in December 2014.
 DP5892
 DP5892.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DP5892.been affixed to the stable North American tectonic plate. See 
 DP5892.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DP5892
 DP5892.The horizontal coordinates are valid at the epoch date displayed above
 DP5892.which is a decimal equivalence of Year/Month/Day.
 DP5892
 DP5892.The orthometric height was determined by differential leveling and
 DP5892.adjusted by the NATIONAL GEODETIC SURVEY
 DP5892.in September 2016.
 DP5892
 DP5892.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP5892.GEOID18 height accuracy estimate available here.
 DP5892
 DP5892.Click photographs - Photos may exist for this station.
 DP5892
 DP5892.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DP5892
 DP5892.The Laplace correction was computed from DEFLEC18 derived deflections.
 DP5892
 DP5892.The ellipsoidal height was determined by GPS observations
 DP5892.and is referenced to NAD 83.
 DP5892
 DP5892.The dynamic height is computed by dividing the NAVD 88
 DP5892.geopotential number by the normal gravity value computed on the
 DP5892.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP5892.degrees latitude (g = 980.6199 gals.).
 DP5892
 DP5892.The modeled gravity was interpolated from observed gravity values.
 DP5892
 DP5892. The following values were computed from the NAD 83(2011) position.
 DP5892
 DP5892;                    North         East     Units Scale Factor Converg.
 DP5892;SPC MN S     -   319,143.533   855,194.138   MT  0.99995547   +0 29 25.6
 DP5892;SPC MN S     - 1,047,056.74  2,805,749.43   sFT  0.99995547   +0 29 25.6
 DP5892;UTM  15      - 4,979,675.982   476,318.953   MT  0.99960690   -0 12 44.1
 DP5892
 DP5892!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DP5892!SPC MN S     -   0.99996371  x   0.99995547  =   0.99991918
 DP5892!UTM  15      -   0.99996371  x   0.99960690  =   0.99957062
 DP5892
 DP5892_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK7631879675(NAD 83)
 DP5892
 DP5892                          SUPERSEDED SURVEY CONTROL
 DP5892
 DP5892.No superseded survey control is available for this station.
 DP5892
 DP5892_MARKER: F = FLANGE-ENCASED ROD
 DP5892_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DP5892_STAMPING: 2789 BD 2014
 DP5892_MARK LOGO: MNDT
 DP5892_PROJECTION: FLUSH
 DP5892_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DP5892_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DP5892_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP5892+SATELLITE: SATELLITE OBSERVATIONS - April 26, 2014
 DP5892_ROD/PIPE-DEPTH: 4.0 meters
 DP5892
 DP5892  HISTORY     - Date     Condition        Report By
 DP5892  HISTORY     - 20140624 MONUMENTED       MNDT
 DP5892  HISTORY     - 20140426 GOOD             MNDT
 DP5892
 DP5892                          STATION DESCRIPTION
 DP5892
 DP5892'DESCRIBED BY MN DEPT OF TRANSP 2014
 DP5892'IN MINNEAPOLIS, 0.7 MILE WEST ALONG INTERSTATE 394 FROM JUNCTION OF
 DP5892'INTERSTATE 394 AND INTERSTATE 94 IN MINNEAPOLIS, AT INTERSTATE 394
 DP5892'MILEPOINT 7.9, 0.4 MILE EAST OF COUNTY ROAD 2 (PENN AVENUE), 39.0 FEET
 DP5892'NORTH OF WESTBOUND INTERSTATE 394 FOG LINE, 51.2 FEET EAST-NORTHEAST
 DP5892'OF END OF GUARDRAIL, 1.5 FEET SOUTH OF WITNESS POST.
 DP5892
 DP5892                          STATION RECOVERY (2014)
 DP5892
 DP5892'RECOVERY NOTE BY MN DEPT OF TRANSP 2014
 DP5892'RECOVERED AS DESCRIBED.
 DP5892'
 DP5892'NOTE - THE STATION MARK CONSISTS OF A 3/4 INCH (19 MM) DIAMETER
 DP5892'ALUMINUM ROD DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL MARK
 DP5892'REMOVABLE DISK SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY
 DP5892'A SIX-INCH PVC PIPE BACKFILLED WITH WASHED SAND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DP5893 ***********************************************************************
 DP5893  DESIGNATION -  2789 BE
 DP5893  PID         -  DP5893
 DP5893  STATE/COUNTY-  MN/HENNEPIN
 DP5893  COUNTRY     -  US
 DP5893  USGS QUAD   -  MINNEAPOLIS SOUTH (2019)
 DP5893
 DP5893                         *CURRENT SURVEY CONTROL
 DP5893  ______________________________________________________________________
 DP5893* NAD 83(2011) POSITION- 44 58 13.54591(N) 093 18 38.52008(W)   ADJUSTED
 DP5893* NAD 83(2011) ELLIP HT-   237.350 (meters)        (12/05/14)   ADJUSTED
 DP5893* NAD 83(2011) EPOCH   -  2010.00
 DP5893* NAVD 88 ORTHO HEIGHT -   264.428 (meters)      867.54  (feet) ADJUSTED
 DP5893  ______________________________________________________________________
 DP5893  GEOID HEIGHT    -        -27.088 (meters)                     GEOID18
 DP5893  NAD 83(2011) X  -   -261,036.841 (meters)                     COMP
 DP5893  NAD 83(2011) Y  - -4,512,538.113 (meters)                     COMP
 DP5893  NAD 83(2011) Z  -  4,485,191.844 (meters)                     COMP
 DP5893  LAPLACE CORR    -         -3.61  (seconds)                    DEFLEC18
 DP5893  DYNAMIC HEIGHT  -        264.422 (meters)      867.52  (feet) COMP
 DP5893  MODELED GRAVITY -    980,585.7   (mgal)                       NAVD 88
 DP5893
 DP5893  VERT ORDER      -  SECOND    CLASS I
 DP5893
 DP5893  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DP5893  Standards:
 DP5893         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DP5893            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DP5893  -------------------------------------------------------------------
 DP5893  NETWORK    0.71   1.94           0.31   0.26   0.99      0.25520785
 DP5893  -------------------------------------------------------------------
 DP5893  Click here for local accuracies and other accuracy information.
 DP5893
 DP5893.The horizontal coordinates were established by GPS observations
 DP5893.and adjusted by the MN DEPT OF TRANSP in December 2014.
 DP5893
 DP5893.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DP5893.been affixed to the stable North American tectonic plate. See 
 DP5893.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DP5893
 DP5893.The horizontal coordinates are valid at the epoch date displayed above
 DP5893.which is a decimal equivalence of Year/Month/Day.
 DP5893
 DP5893.The orthometric height was determined by differential leveling and
 DP5893.adjusted by the NATIONAL GEODETIC SURVEY
 DP5893.in September 2016.
 DP5893
 DP5893.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP5893.GEOID18 height accuracy estimate available here.
 DP5893
 DP5893.Click photographs - Photos may exist for this station.
 DP5893
 DP5893.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DP5893
 DP5893.The Laplace correction was computed from DEFLEC18 derived deflections.
 DP5893
 DP5893.The ellipsoidal height was determined by GPS observations
 DP5893.and is referenced to NAD 83.
 DP5893
 DP5893.The dynamic height is computed by dividing the NAVD 88
 DP5893.geopotential number by the normal gravity value computed on the
 DP5893.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP5893.degrees latitude (g = 980.6199 gals.).
 DP5893
 DP5893.The modeled gravity was interpolated from observed gravity values.
 DP5893
 DP5893. The following values were computed from the NAD 83(2011) position.
 DP5893
 DP5893;                    North         East     Units Scale Factor Converg.
 DP5893;SPC MN S     -   319,169.948   854,374.006   MT  0.99995551   +0 28 59.3
 DP5893;SPC MN S     - 1,047,143.40  2,803,058.72   sFT  0.99995551   +0 28 59.3
 DP5893;UTM  15      - 4,979,712.441   475,499.493   MT  0.99960738   -0 13 10.5
 DP5893
 DP5893!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DP5893!SPC MN S     -   0.99996279  x   0.99995551  =   0.99991830
 DP5893!UTM  15      -   0.99996279  x   0.99960738  =   0.99957018
 DP5893
 DP5893_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK7549979712(NAD 83)
 DP5893
 DP5893                          SUPERSEDED SURVEY CONTROL
 DP5893
 DP5893.No superseded survey control is available for this station.
 DP5893
 DP5893_MARKER: I = METAL ROD
 DP5893_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DP5893_STAMPING: 2789 BE 2014
 DP5893_MARK LOGO: MNDT
 DP5893_PROJECTION: RECESSED 10 CENTIMETERS
 DP5893_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DP5893_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DP5893_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP5893+SATELLITE: SATELLITE OBSERVATIONS - June 23, 2014
 DP5893_ROD/PIPE-DEPTH: 8.8 meters
 DP5893
 DP5893  HISTORY     - Date     Condition        Report By
 DP5893  HISTORY     - 20140623 MONUMENTED       MNDT
 DP5893
 DP5893                          STATION DESCRIPTION
 DP5893
 DP5893'DESCRIBED BY MN DEPT OF TRANSP 2014
 DP5893'IN MINNEAPOLIS, 0.1 MILE WEST ALONG WESTBOUND INTERSTATE 394 ENTRANCE
 DP5893'RAMP FROM COUNTY ROAD 2 (PENN AVENUE) IN MINNEAPOLIS, AT INTERSTATE
 DP5893'394 MILEPOINT 7.4, 26.1 FEET NORTH OF ENTRANCE RAMP FROM COUNTY ROAD 2
 DP5893'(PENN AVENUE) TO WESTBOUND INTERSTATE 394, 58.5 FEET EAST OF LIGHT
 DP5893'POLE NUMBER P5L 15, 1.5 FEET SOUTH OF WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DP5894 ***********************************************************************
 DP5894  DESIGNATION -  2789 BF
 DP5894  PID         -  DP5894
 DP5894  STATE/COUNTY-  MN/HENNEPIN
 DP5894  COUNTRY     -  US
 DP5894  USGS QUAD   -  MINNEAPOLIS SOUTH (2019)
 DP5894
 DP5894                         *CURRENT SURVEY CONTROL
 DP5894  ______________________________________________________________________
 DP5894* NAD 83(2011) POSITION- 44 58 13.45289(N) 093 19 47.04882(W)   ADJUSTED
 DP5894* NAD 83(2011) ELLIP HT-   246.664 (meters)        (12/05/14)   ADJUSTED
 DP5894* NAD 83(2011) EPOCH   -  2010.00
 DP5894* NAVD 88 ORTHO HEIGHT -   273.721 (meters)      898.03  (feet) ADJUSTED
 DP5894  ______________________________________________________________________
 DP5894  GEOID HEIGHT    -        -27.062 (meters)                     GEOID18
 DP5894  NAD 83(2011) X  -   -262,536.558 (meters)                     COMP
 DP5894  NAD 83(2011) Y  - -4,512,459.742 (meters)                     COMP
 DP5894  NAD 83(2011) Z  -  4,485,196.395 (meters)                     COMP
 DP5894  LAPLACE CORR    -         -3.55  (seconds)                    DEFLEC18
 DP5894  DYNAMIC HEIGHT  -        273.715 (meters)      898.01  (feet) COMP
 DP5894  MODELED GRAVITY -    980,586.5   (mgal)                       NAVD 88
 DP5894
 DP5894  VERT ORDER      -  SECOND    CLASS I
 DP5894
 DP5894  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DP5894  Standards:
 DP5894         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DP5894            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DP5894  -------------------------------------------------------------------
 DP5894  NETWORK    0.73   2.00           0.32   0.26   1.02      0.29155400
 DP5894  -------------------------------------------------------------------
 DP5894  Click here for local accuracies and other accuracy information.
 DP5894
 DP5894.The horizontal coordinates were established by GPS observations
 DP5894.and adjusted by the MN DEPT OF TRANSP in December 2014.
 DP5894
 DP5894.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DP5894.been affixed to the stable North American tectonic plate. See 
 DP5894.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DP5894
 DP5894.The horizontal coordinates are valid at the epoch date displayed above
 DP5894.which is a decimal equivalence of Year/Month/Day.
 DP5894
 DP5894.The orthometric height was determined by differential leveling and
 DP5894.adjusted by the NATIONAL GEODETIC SURVEY
 DP5894.in September 2016.
 DP5894
 DP5894.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP5894.GEOID18 height accuracy estimate available here.
 DP5894
 DP5894.Click photographs - Photos may exist for this station.
 DP5894
 DP5894.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DP5894
 DP5894.The Laplace correction was computed from DEFLEC18 derived deflections.
 DP5894
 DP5894.The ellipsoidal height was determined by GPS observations
 DP5894.and is referenced to NAD 83.
 DP5894
 DP5894.The dynamic height is computed by dividing the NAVD 88
 DP5894.geopotential number by the normal gravity value computed on the
 DP5894.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP5894.degrees latitude (g = 980.6199 gals.).
 DP5894
 DP5894.The modeled gravity was interpolated from observed gravity values.
 DP5894
 DP5894. The following values were computed from the NAD 83(2011) position.
 DP5894
 DP5894;                    North         East     Units Scale Factor Converg.
 DP5894;SPC MN S     -   319,154.590   852,872.467   MT  0.99995550   +0 28 11.3
 DP5894;SPC MN S     - 1,047,093.02  2,798,132.42   sFT  0.99995550   +0 28 11.3
 DP5894;UTM  15      - 4,979,715.500   473,998.400   MT  0.99960831   -0 13 58.9
 DP5894
 DP5894!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DP5894!SPC MN S     -   0.99996133  x   0.99995550  =   0.99991683
 DP5894!UTM  15      -   0.99996133  x   0.99960831  =   0.99956965
 DP5894
 DP5894_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK7399879715(NAD 83)
 DP5894
 DP5894                          SUPERSEDED SURVEY CONTROL
 DP5894
 DP5894.No superseded survey control is available for this station.
 DP5894
 DP5894_MARKER: I = METAL ROD
 DP5894_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DP5894_STAMPING: 2789 BF 2014
 DP5894_MARK LOGO: MNDT
 DP5894_PROJECTION: RECESSED 5 CENTIMETERS
 DP5894_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DP5894_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DP5894_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP5894+SATELLITE: SATELLITE OBSERVATIONS - June 23, 2014
 DP5894_ROD/PIPE-DEPTH: 8.8 meters
 DP5894
 DP5894  HISTORY     - Date     Condition        Report By
 DP5894  HISTORY     - 20140623 MONUMENTED       MNDT
 DP5894
 DP5894                          STATION DESCRIPTION
 DP5894
 DP5894'DESCRIBED BY MN DEPT OF TRANSP 2014
 DP5894'IN GOLDEN VALLEY, 1.0 MILE WEST ALONG INTERSTATE 394 FROM JUNCTION OF
 DP5894'INTERSTATE 394 AND COUNTY ROAD 2 (PENN AVENUE) IN MINNEAPOLIS, AT
 DP5894'INTERSTATE 394 MILEPOINT 6.45, 20.1 FEET NORTH OF WESTBOUND INTERSTATE
 DP5894'394 FOG LINE, 1.5 FEET SOUTH OF WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DP5895 ***********************************************************************
 DP5895  DESIGNATION -  2789 BG
 DP5895  PID         -  DP5895
 DP5895  STATE/COUNTY-  MN/HENNEPIN
 DP5895  COUNTRY     -  US
 DP5895  USGS QUAD   -  MINNEAPOLIS SOUTH (2019)
 DP5895
 DP5895                         *CURRENT SURVEY CONTROL
 DP5895  ______________________________________________________________________
 DP5895* NAD 83(2011) POSITION- 44 58 15.87802(N) 093 20 33.21349(W)   ADJUSTED
 DP5895* NAD 83(2011) ELLIP HT-   239.660 (meters)        (12/05/14)   ADJUSTED
 DP5895* NAD 83(2011) EPOCH   -  2010.00
 DP5895* NAVD 88 ORTHO HEIGHT -   266.704 (meters)      875.01  (feet) ADJUSTED
 DP5895  ______________________________________________________________________
 DP5895  GEOID HEIGHT    -        -27.044 (meters)                     GEOID18
 DP5895  NAD 83(2011) X  -   -263,543.123 (meters)                     COMP
 DP5895  NAD 83(2011) Y  - -4,512,343.102 (meters)                     COMP
 DP5895  NAD 83(2011) Z  -  4,485,244.410 (meters)                     COMP
 DP5895  LAPLACE CORR    -         -3.54  (seconds)                    DEFLEC18
 DP5895  DYNAMIC HEIGHT  -        266.698 (meters)      874.99  (feet) COMP
 DP5895  MODELED GRAVITY -    980,587.4   (mgal)                       NAVD 88
 DP5895
 DP5895  VERT ORDER      -  SECOND    CLASS I
 DP5895
 DP5895  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DP5895  Standards:
 DP5895         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DP5895            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DP5895  -------------------------------------------------------------------
 DP5895  NETWORK    0.70   1.84           0.30   0.26   0.94      0.31287272
 DP5895  -------------------------------------------------------------------
 DP5895  Click here for local accuracies and other accuracy information.
 DP5895
 DP5895.The horizontal coordinates were established by GPS observations
 DP5895.and adjusted by the MN DEPT OF TRANSP in December 2014.
 DP5895
 DP5895.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DP5895.been affixed to the stable North American tectonic plate. See 
 DP5895.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DP5895
 DP5895.The horizontal coordinates are valid at the epoch date displayed above
 DP5895.which is a decimal equivalence of Year/Month/Day.
 DP5895
 DP5895.The orthometric height was determined by differential leveling and
 DP5895.adjusted by the NATIONAL GEODETIC SURVEY
 DP5895.in September 2016.
 DP5895
 DP5895.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP5895.GEOID18 height accuracy estimate available here.
 DP5895
 DP5895.Click photographs - Photos may exist for this station.
 DP5895
 DP5895.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DP5895
 DP5895.The Laplace correction was computed from DEFLEC18 derived deflections.
 DP5895
 DP5895.The ellipsoidal height was determined by GPS observations
 DP5895.and is referenced to NAD 83.
 DP5895
 DP5895.The dynamic height is computed by dividing the NAVD 88
 DP5895.geopotential number by the normal gravity value computed on the
 DP5895.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP5895.degrees latitude (g = 980.6199 gals.).
 DP5895
 DP5895.The modeled gravity was interpolated from observed gravity values.
 DP5895
 DP5895. The following values were computed from the NAD 83(2011) position.
 DP5895
 DP5895;                    North         East     Units Scale Factor Converg.
 DP5895;SPC MN S     -   319,221.232   851,860.329   MT  0.99995560   +0 27 38.9
 DP5895;SPC MN S     - 1,047,311.66  2,794,811.76   sFT  0.99995560   +0 27 38.9
 DP5895;UTM  15      - 4,979,794.526   472,987.507   MT  0.99960897   -0 14 31.6
 DP5895
 DP5895!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DP5895!SPC MN S     -   0.99996243  x   0.99995560  =   0.99991803
 DP5895!UTM  15      -   0.99996243  x   0.99960897  =   0.99957141
 DP5895
 DP5895_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK7298779794(NAD 83)
 DP5895
 DP5895                          SUPERSEDED SURVEY CONTROL
 DP5895
 DP5895.No superseded survey control is available for this station.
 DP5895
 DP5895_MARKER: I = METAL ROD
 DP5895_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DP5895_STAMPING: 2789 BG 2014
 DP5895_MARK LOGO: MNDT
 DP5895_PROJECTION: RECESSED 5 CENTIMETERS
 DP5895_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DP5895_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DP5895_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP5895+SATELLITE: SATELLITE OBSERVATIONS - June 23, 2014
 DP5895_ROD/PIPE-DEPTH: 7.3 meters
 DP5895
 DP5895  HISTORY     - Date     Condition        Report By
 DP5895  HISTORY     - 20140623 MONUMENTED       MNDT
 DP5895
 DP5895                          STATION DESCRIPTION
 DP5895
 DP5895'DESCRIBED BY MN DEPT OF TRANSP 2014
 DP5895'IN GOLDEN VALLEY, IN NORTHWEST QUADRANT OF INTERSTATE HIGHWAY 394 AND
 DP5895'TRUNK HIGHWAY 100, FROM WESTBOUND INTERSTATE 394 TAKE EXIT TO TRUNK
 DP5895'HIGHWAY 100 SOUTH/PARK PLACE-XENIA, 54.8 FEET NORTH OF RAMP TO PARK
 DP5895'PLACE-XENIA, 49.0 FEET SOUTHWEST OF LOOP TO SOUTHBOUND TRUNK HIGHWAY
 DP5895'100 FOGLINE, 95.2 FEET NORTHWEST OF POWER POLE NUMBER B5W30, 1.5 FEET
 DP5895'SOUTH OF WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DP5896 ***********************************************************************
 DP5896  DESIGNATION -  2789 BH
 DP5896  PID         -  DP5896
 DP5896  STATE/COUNTY-  MN/HENNEPIN
 DP5896  COUNTRY     -  US
 DP5896  USGS QUAD   -  HOPKINS (2019)
 DP5896
 DP5896                         *CURRENT SURVEY CONTROL
 DP5896  ______________________________________________________________________
 DP5896* NAD 83(2011) POSITION- 44 58 23.26581(N) 093 23 03.12180(W)   ADJUSTED
 DP5896* NAD 83(2011) ELLIP HT-   246.961 (meters)        (12/05/14)   ADJUSTED
 DP5896* NAD 83(2011) EPOCH   -  2010.00
 DP5896* NAVD 88 ORTHO HEIGHT -   273.961 (meters)      898.82  (feet) ADJUSTED
 DP5896  ______________________________________________________________________
 DP5896  GEOID HEIGHT    -        -26.990 (meters)                     GEOID18
 DP5896  NAD 83(2011) X  -   -266,813.305 (meters)                     COMP
 DP5896  NAD 83(2011) Y  - -4,511,994.621 (meters)                     COMP
 DP5896  NAD 83(2011) Z  -  4,485,410.918 (meters)                     COMP
 DP5896  LAPLACE CORR    -         -2.98  (seconds)                    DEFLEC18
 DP5896  DYNAMIC HEIGHT  -        273.957 (meters)      898.81  (feet) COMP
 DP5896  MODELED GRAVITY -    980,591.8   (mgal)                       NAVD 88
 DP5896
 DP5896  VERT ORDER      -  SECOND    CLASS I
 DP5896
 DP5896  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DP5896  Standards:
 DP5896         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DP5896            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DP5896  -------------------------------------------------------------------
 DP5896  NETWORK    0.67   1.86           0.30   0.24   0.95      0.24654443
 DP5896  -------------------------------------------------------------------
 DP5896  Click here for local accuracies and other accuracy information.
 DP5896
 DP5896.The horizontal coordinates were established by GPS observations
 DP5896.and adjusted by the MN DEPT OF TRANSP in December 2014.
 DP5896
 DP5896.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DP5896.been affixed to the stable North American tectonic plate. See 
 DP5896.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DP5896
 DP5896.The horizontal coordinates are valid at the epoch date displayed above
 DP5896.which is a decimal equivalence of Year/Month/Day.
 DP5896
 DP5896.The orthometric height was determined by differential leveling and
 DP5896.adjusted by the NATIONAL GEODETIC SURVEY
 DP5896.in September 2016.
 DP5896
 DP5896.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP5896.GEOID18 height accuracy estimate available here.
 DP5896
 DP5896.Click photographs - Photos may exist for this station.
 DP5896
 DP5896.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DP5896
 DP5896.The Laplace correction was computed from DEFLEC18 derived deflections.
 DP5896
 DP5896.The ellipsoidal height was determined by GPS observations
 DP5896.and is referenced to NAD 83.
 DP5896
 DP5896.The dynamic height is computed by dividing the NAVD 88
 DP5896.geopotential number by the normal gravity value computed on the
 DP5896.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP5896.degrees latitude (g = 980.6199 gals.).
 DP5896
 DP5896.The modeled gravity was interpolated from observed gravity values.
 DP5896
 DP5896. The following values were computed from the NAD 83(2011) position.
 DP5896
 DP5896;                    North         East     Units Scale Factor Converg.
 DP5896;SPC MN S     -   319,423.693   848,573.929   MT  0.99995590   +0 25 53.9
 DP5896;SPC MN S     - 1,047,975.90  2,784,029.63   sFT  0.99995590   +0 25 53.9
 DP5896;UTM  15      - 4,980,037.213   469,704.973   MT  0.99961129   -0 16 17.6
 DP5896
 DP5896!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DP5896!SPC MN S     -   0.99996128  x   0.99995590  =   0.99991718
 DP5896!UTM  15      -   0.99996128  x   0.99961129  =   0.99957259
 DP5896
 DP5896_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK6970480037(NAD 83)
 DP5896
 DP5896                          SUPERSEDED SURVEY CONTROL
 DP5896
 DP5896.No superseded survey control is available for this station.
 DP5896
 DP5896_MARKER: I = METAL ROD
 DP5896_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DP5896_STAMPING: 2789 BH 2014
 DP5896_MARK LOGO: MNDT
 DP5896_PROJECTION: RECESSED 5 CENTIMETERS
 DP5896_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DP5896_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DP5896_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP5896+SATELLITE: SATELLITE OBSERVATIONS - June 23, 2014
 DP5896_ROD/PIPE-DEPTH: 8.8 meters
 DP5896
 DP5896  HISTORY     - Date     Condition        Report By
 DP5896  HISTORY     - 20140623 MONUMENTED       MNDT
 DP5896
 DP5896                          STATION DESCRIPTION
 DP5896
 DP5896'DESCRIBED BY MN DEPT OF TRANSP 2014
 DP5896'IN GOLDEN VALLEY, 3.65 MILES EAST ALONG INTERSTATE 394 FROM JUNCTION
 DP5896'OF INTERSTATE 394 AND TRUNK HIGHWAY 169 IN GOLDEN VALLEY, AT
 DP5896'INTERSTATE 394 MILEPOINT 3.6, 0.15 MILE NORTHWEST OF WINNETKA AVENUE
 DP5896'SOUTH, 16.2 FEET NORTHEAST OF WESTBOUND INTERSTATE 394 FOG LINE, 1.5
 DP5896'FEET SOUTHWEST OF WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DP5897 ***********************************************************************
 DP5897  DESIGNATION -  2789 BJ
 DP5897  PID         -  DP5897
 DP5897  STATE/COUNTY-  MN/HENNEPIN
 DP5897  COUNTRY     -  US
 DP5897  USGS QUAD   -  HOPKINS (2019)
 DP5897
 DP5897                         *CURRENT SURVEY CONTROL
 DP5897  ______________________________________________________________________
 DP5897* NAD 83(2011) POSITION- 44 58 19.11502(N) 093 25 02.86629(W)   ADJUSTED
 DP5897* NAD 83(2011) ELLIP HT-   251.988 (meters)        (12/05/14)   ADJUSTED
 DP5897* NAD 83(2011) EPOCH   -  2010.00
 DP5897* NAVD 88 ORTHO HEIGHT -   278.943 (meters)      915.17  (feet) ADJUSTED
 DP5897  ______________________________________________________________________
 DP5897  GEOID HEIGHT    -        -26.953 (meters)                     GEOID18
 DP5897  NAD 83(2011) X  -   -269,438.253 (meters)                     COMP
 DP5897  NAD 83(2011) Y  - -4,511,932.919 (meters)                     COMP
 DP5897  NAD 83(2011) Z  -  4,485,323.819 (meters)                     COMP
 DP5897  LAPLACE CORR    -         -2.42  (seconds)                    DEFLEC18
 DP5897  DYNAMIC HEIGHT  -        278.939 (meters)      915.15  (feet) COMP
 DP5897  MODELED GRAVITY -    980,594.5   (mgal)                       NAVD 88
 DP5897
 DP5897  VERT ORDER      -  SECOND    CLASS I
 DP5897
 DP5897  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DP5897  Standards:
 DP5897         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DP5897            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DP5897  -------------------------------------------------------------------
 DP5897  NETWORK    0.68   1.84           0.31   0.23   0.94      0.23106205
 DP5897  -------------------------------------------------------------------
 DP5897  Click here for local accuracies and other accuracy information.
 DP5897
 DP5897.The horizontal coordinates were established by GPS observations
 DP5897.and adjusted by the MN DEPT OF TRANSP in December 2014.
 DP5897
 DP5897.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DP5897.been affixed to the stable North American tectonic plate. See 
 DP5897.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DP5897
 DP5897.The horizontal coordinates are valid at the epoch date displayed above
 DP5897.which is a decimal equivalence of Year/Month/Day.
 DP5897
 DP5897.The orthometric height was determined by differential leveling and
 DP5897.adjusted by the NATIONAL GEODETIC SURVEY
 DP5897.in September 2016.
 DP5897
 DP5897.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP5897.GEOID18 height accuracy estimate available here.
 DP5897
 DP5897.Click photographs - Photos may exist for this station.
 DP5897
 DP5897.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DP5897
 DP5897.The Laplace correction was computed from DEFLEC18 derived deflections.
 DP5897
 DP5897.The ellipsoidal height was determined by GPS observations
 DP5897.and is referenced to NAD 83.
 DP5897
 DP5897.The dynamic height is computed by dividing the NAVD 88
 DP5897.geopotential number by the normal gravity value computed on the
 DP5897.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP5897.degrees latitude (g = 980.6199 gals.).
 DP5897
 DP5897.The modeled gravity was interpolated from observed gravity values.
 DP5897
 DP5897. The following values were computed from the NAD 83(2011) position.
 DP5897
 DP5897;                    North         East     Units Scale Factor Converg.
 DP5897;SPC MN S     -   319,276.336   845,951.171   MT  0.99995573   +0 24 29.9
 DP5897;SPC MN S     - 1,047,492.45  2,775,424.80   sFT  0.99995573   +0 24 29.9
 DP5897;UTM  15      - 4,979,922.099   467,081.506   MT  0.99961332   -0 17 42.2
 DP5897
 DP5897!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DP5897!SPC MN S     -   0.99996049  x   0.99995573  =   0.99991622
 DP5897!UTM  15      -   0.99996049  x   0.99961332  =   0.99957383
 DP5897
 DP5897_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK6708179922(NAD 83)
 DP5897
 DP5897                          SUPERSEDED SURVEY CONTROL
 DP5897
 DP5897.No superseded survey control is available for this station.
 DP5897
 DP5897_MARKER: I = METAL ROD
 DP5897_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DP5897_STAMPING: 2789 BJ 2014
 DP5897_MARK LOGO: MNDT
 DP5897_PROJECTION: RECESSED 5 CENTIMETERS
 DP5897_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DP5897_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DP5897_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP5897+SATELLITE: SATELLITE OBSERVATIONS - June 24, 2014
 DP5897_ROD/PIPE-DEPTH: 4.3 meters
 DP5897
 DP5897  HISTORY     - Date     Condition        Report By
 DP5897  HISTORY     - 20140624 MONUMENTED       MNDT
 DP5897
 DP5897                          STATION DESCRIPTION
 DP5897
 DP5897'DESCRIBED BY MN DEPT OF TRANSP 2014
 DP5897'IN MINNETONKA, 0.85 MILE WEST ALONG INTERSTATE 394 FROM JUNCTION OF
 DP5897'INTERSTATE 394 AND TRUNK HIGHWAY 169 IN GOLDEN VALLEY, AT INTERSTATE
 DP5897'394 MILEPOINT 2.1, 0.1 MILE EAST OF HOPKINS CROSSROAD, 24.4 FEET
 DP5897'NORTHEAST OF EXIT RAMP TO COUNTY ROAD 73 (HOPKINS CROSSROAD) FROM
 DP5897'WESTBOUND INTERSTATE 394, 30.4 FEET WEST OF LIGHT POLE NUMBER PP29,
 DP5897'6.5 FEET SOUTHWEST OF FENCE, 1.5 FEET SOUTHWEST OF WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DP5898 ***********************************************************************
 DP5898  DESIGNATION -  2789 BK
 DP5898  PID         -  DP5898
 DP5898  STATE/COUNTY-  MN/HENNEPIN
 DP5898  COUNTRY     -  US
 DP5898  USGS QUAD   -  HOPKINS (2019)
 DP5898
 DP5898                         *CURRENT SURVEY CONTROL
 DP5898  ______________________________________________________________________
 DP5898* NAD 83(2011) POSITION- 44 58 16.33760(N) 093 25 37.06371(W)   ADJUSTED
 DP5898* NAD 83(2011) ELLIP HT-   255.015 (meters)        (12/05/14)   ADJUSTED
 DP5898* NAD 83(2011) EPOCH   -  2010.00
 DP5898* NAVD 88 ORTHO HEIGHT -   281.948 (meters)      925.02  (feet) ADJUSTED
 DP5898  ______________________________________________________________________
 DP5898  GEOID HEIGHT    -        -26.944 (meters)                     GEOID18
 DP5898  NAD 83(2011) X  -   -270,190.050 (meters)                     COMP
 DP5898  NAD 83(2011) Y  - -4,511,950.814 (meters)                     COMP
 DP5898  NAD 83(2011) Z  -  4,485,265.300 (meters)                     COMP
 DP5898  LAPLACE CORR    -         -2.13  (seconds)                    DEFLEC18
 DP5898  DYNAMIC HEIGHT  -        281.944 (meters)      925.01  (feet) COMP
 DP5898  MODELED GRAVITY -    980,595.0   (mgal)                       NAVD 88
 DP5898
 DP5898  VERT ORDER      -  SECOND    CLASS I
 DP5898
 DP5898  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DP5898  Standards:
 DP5898         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DP5898            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DP5898  -------------------------------------------------------------------
 DP5898  NETWORK    0.81   2.12           0.36   0.29   1.08      0.24606589
 DP5898  -------------------------------------------------------------------
 DP5898  Click here for local accuracies and other accuracy information.
 DP5898
 DP5898.The horizontal coordinates were established by GPS observations
 DP5898.and adjusted by the MN DEPT OF TRANSP in December 2014.
 DP5898
 DP5898.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DP5898.been affixed to the stable North American tectonic plate. See 
 DP5898.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DP5898
 DP5898.The horizontal coordinates are valid at the epoch date displayed above
 DP5898.which is a decimal equivalence of Year/Month/Day.
 DP5898
 DP5898.The orthometric height was determined by differential leveling and
 DP5898.adjusted by the NATIONAL GEODETIC SURVEY
 DP5898.in September 2016.
 DP5898
 DP5898.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP5898.GEOID18 height accuracy estimate available here.
 DP5898
 DP5898.Click photographs - Photos may exist for this station.
 DP5898
 DP5898.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DP5898
 DP5898.The Laplace correction was computed from DEFLEC18 derived deflections.
 DP5898
 DP5898.The ellipsoidal height was determined by GPS observations
 DP5898.and is referenced to NAD 83.
 DP5898
 DP5898.The dynamic height is computed by dividing the NAVD 88
 DP5898.geopotential number by the normal gravity value computed on the
 DP5898.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP5898.degrees latitude (g = 980.6199 gals.).
 DP5898
 DP5898.The modeled gravity was interpolated from observed gravity values.
 DP5898
 DP5898. The following values were computed from the NAD 83(2011) position.
 DP5898
 DP5898;                    North         East     Units Scale Factor Converg.
 DP5898;SPC MN S     -   319,185.308   845,202.470   MT  0.99995562   +0 24 06.0
 DP5898;SPC MN S     - 1,047,193.80  2,772,968.44   sFT  0.99995562   +0 24 06.0
 DP5898;UTM  15      - 4,979,840.296   466,332.000   MT  0.99961394   -0 18 06.3
 DP5898
 DP5898!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DP5898!SPC MN S     -   0.99996002  x   0.99995562  =   0.99991564
 DP5898!UTM  15      -   0.99996002  x   0.99961394  =   0.99957397
 DP5898
 DP5898_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK6633279840(NAD 83)
 DP5898
 DP5898                          SUPERSEDED SURVEY CONTROL
 DP5898
 DP5898.No superseded survey control is available for this station.
 DP5898
 DP5898_MARKER: I = METAL ROD
 DP5898_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DP5898_STAMPING: 2789 BK 2014
 DP5898_MARK LOGO: MNDT
 DP5898_PROJECTION: FLUSH
 DP5898_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DP5898_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DP5898_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP5898+SATELLITE: SATELLITE OBSERVATIONS - June 30, 2014
 DP5898_ROD/PIPE-DEPTH: 6.7 meters
 DP5898
 DP5898  HISTORY     - Date     Condition        Report By
 DP5898  HISTORY     - 20140630 MONUMENTED       MNDT
 DP5898
 DP5898                          STATION DESCRIPTION
 DP5898
 DP5898'DESCRIBED BY MN DEPT OF TRANSP 2014
 DP5898'IN MINNETONKA, 0.3 MILE WEST ALONG INTERSTATE 394 FROM JUNCTION OF
 DP5898'INTERSTATE 394 AND HOPKINS CROSSROAD IN MINNETONKA, AT INTERSTATE 394
 DP5898'MILEPOINT 1.7, 0.1 MILE EAST OF RIDGEDALE DRIVE, 23.0 FEET NORTH OF
 DP5898'WESTBOUND INTERSTATE 394 FOG LINE, 37.2 FEET SOUTH OF NORTH FRONTAGE
 DP5898'ROAD (WAYZATA BOULEVARD), 8.6 FEET SOUTH OF FENCE, 7.8 FEET SOUTH OF
 DP5898'WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DP5899 ***********************************************************************
 DP5899  DESIGNATION -  2789 BL
 DP5899  PID         -  DP5899
 DP5899  STATE/COUNTY-  MN/HENNEPIN
 DP5899  COUNTRY     -  US
 DP5899  USGS QUAD   -  HOPKINS (2019)
 DP5899
 DP5899                         *CURRENT SURVEY CONTROL
 DP5899  ______________________________________________________________________
 DP5899* NAD 83(2011) POSITION- 44 58 16.42873(N) 093 26 58.62498(W)   ADJUSTED
 DP5899* NAD 83(2011) ELLIP HT-   263.858 (meters)        (12/05/14)   ADJUSTED
 DP5899* NAD 83(2011) EPOCH   -  2010.00
 DP5899* NAVD 88 ORTHO HEIGHT -   290.774 (meters)      953.98  (feet) ADJUSTED
 DP5899  ______________________________________________________________________
 DP5899  GEOID HEIGHT    -        -26.929 (meters)                     GEOID18
 DP5899  NAD 83(2011) X  -   -271,974.402 (meters)                     COMP
 DP5899  NAD 83(2011) Y  - -4,511,847.882 (meters)                     COMP
 DP5899  NAD 83(2011) Z  -  4,485,273.540 (meters)                     COMP
 DP5899  LAPLACE CORR    -         -1.14  (seconds)                    DEFLEC18
 DP5899  DYNAMIC HEIGHT  -        290.770 (meters)      953.97  (feet) COMP
 DP5899  MODELED GRAVITY -    980,595.8   (mgal)                       NAVD 88
 DP5899
 DP5899  VERT ORDER      -  SECOND    CLASS I
 DP5899
 DP5899  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DP5899  Standards:
 DP5899         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DP5899            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DP5899  -------------------------------------------------------------------
 DP5899  NETWORK    0.71   1.92           0.31   0.26   0.98      0.27239264
 DP5899  -------------------------------------------------------------------
 DP5899  Click here for local accuracies and other accuracy information.
 DP5899
 DP5899.The horizontal coordinates were established by GPS observations
 DP5899.and adjusted by the MN DEPT OF TRANSP in December 2014.
 DP5899
 DP5899.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DP5899.been affixed to the stable North American tectonic plate. See 
 DP5899.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DP5899
 DP5899.The horizontal coordinates are valid at the epoch date displayed above
 DP5899.which is a decimal equivalence of Year/Month/Day.
 DP5899
 DP5899.The orthometric height was determined by differential leveling and
 DP5899.adjusted by the NATIONAL GEODETIC SURVEY
 DP5899.in September 2016.
 DP5899
 DP5899.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP5899.GEOID18 height accuracy estimate available here.
 DP5899
 DP5899.Click photographs - Photos may exist for this station.
 DP5899
 DP5899.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DP5899
 DP5899.The Laplace correction was computed from DEFLEC18 derived deflections.
 DP5899
 DP5899.The ellipsoidal height was determined by GPS observations
 DP5899.and is referenced to NAD 83.
 DP5899
 DP5899.The dynamic height is computed by dividing the NAVD 88
 DP5899.geopotential number by the normal gravity value computed on the
 DP5899.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP5899.degrees latitude (g = 980.6199 gals.).
 DP5899
 DP5899.The modeled gravity was interpolated from observed gravity values.
 DP5899
 DP5899. The following values were computed from the NAD 83(2011) position.
 DP5899
 DP5899;                    North         East     Units Scale Factor Converg.
 DP5899;SPC MN S     -   319,175.840   843,415.332   MT  0.99995562   +0 23 08.8
 DP5899;SPC MN S     - 1,047,162.74  2,767,105.14   sFT  0.99995562   +0 23 08.8
 DP5899;UTM  15      - 4,979,852.767   464,545.490   MT  0.99961546   -0 19 04.0
 DP5899
 DP5899!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DP5899!SPC MN S     -   0.99995863  x   0.99995562  =   0.99991425
 DP5899!UTM  15      -   0.99995863  x   0.99961546  =   0.99957411
 DP5899
 DP5899_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK6454579852(NAD 83)
 DP5899
 DP5899                          SUPERSEDED SURVEY CONTROL
 DP5899
 DP5899.No superseded survey control is available for this station.
 DP5899
 DP5899_MARKER: I = METAL ROD
 DP5899_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DP5899_STAMPING: 2789 BL 2014
 DP5899_MARK LOGO: MNDT
 DP5899_PROJECTION: RECESSED 3 CENTIMETERS
 DP5899_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DP5899_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DP5899_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP5899+SATELLITE: SATELLITE OBSERVATIONS - June 18, 2014
 DP5899_ROD/PIPE-DEPTH: 9.1 meters
 DP5899
 DP5899  HISTORY     - Date     Condition        Report By
 DP5899  HISTORY     - 20140618 MONUMENTED       MNDT
 DP5899
 DP5899                          STATION DESCRIPTION
 DP5899
 DP5899'DESCRIBED BY MN DEPT OF TRANSP 2014
 DP5899'IN MINNETONKA, 0.25 MILE WEST ALONG INTERSTATE 394 FROM JUNCTION OF
 DP5899'INTERSTATE 394 AND COUNTY ROAD 61/PLYMOUTH ROAD, AT INTERSTATE 394
 DP5899'MILEPOINT 0.5, 22.0 FEET NORTH OF WESTBOUND INTERSTATE 394 FOG LINE,
 DP5899'1.5 FEET SOUTH OF WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DK6331 ***********************************************************************
 DK6331  DESIGNATION -  2789 BR
 DK6331  PID         -  DK6331
 DK6331  STATE/COUNTY-  MN/HENNEPIN
 DK6331  COUNTRY     -  US
 DK6331  USGS QUAD   -  MINNEAPOLIS SOUTH (2019)
 DK6331
 DK6331                         *CURRENT SURVEY CONTROL
 DK6331  ______________________________________________________________________
 DK6331* NAD 83(1986) POSITION- 44 58 13.41   (N) 093 20 09.00   (W)   HD_HELD1
 DK6331* NAVD 88 ORTHO HEIGHT -   274.001 (meters)      898.95  (feet) ADJUSTED
 DK6331  ______________________________________________________________________
 DK6331  GEOID HEIGHT    -        -27.053 (meters)                     GEOID18
 DK6331  DYNAMIC HEIGHT  -        273.995 (meters)      898.93  (feet) COMP
 DK6331  MODELED GRAVITY -    980,586.8   (mgal)                       NAVD 88
 DK6331
 DK6331  VERT ORDER      -  SECOND    CLASS I
 DK6331
 DK6331.The horizontal coordinates were determined by differentially corrected
 DK6331.hand held GPS observations or other comparable positioning techniques
 DK6331.and have an estimated accuracy of +/- 3 meters.
 DK6331
 DK6331.The orthometric height was determined by differential leveling and
 DK6331.adjusted by the NATIONAL GEODETIC SURVEY
 DK6331.in May 2010.
 DK6331
 DK6331.Significant digits in the geoid height do not necessarily reflect accuracy.
 DK6331.GEOID18 height accuracy estimate available here.
 DK6331
 DK6331.Click photographs - Photos may exist for this station.
 DK6331
 DK6331.The dynamic height is computed by dividing the NAVD 88
 DK6331.geopotential number by the normal gravity value computed on the
 DK6331.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK6331.degrees latitude (g = 980.6199 gals.).
 DK6331
 DK6331.The modeled gravity was interpolated from observed gravity values.
 DK6331
 DK6331;                    North         East    Units  Estimated Accuracy
 DK6331;SPC MN S     -   319,149.3     852,391.5     MT  (+/- 3 meters HH1 GPS) 
 DK6331
 DK6331_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK7351779716(NAD 83)
 DK6331
 DK6331                          SUPERSEDED SURVEY CONTROL
 DK6331
 DK6331.No superseded survey control is available for this station.
 DK6331
 DK6331_MARKER: DV = VERTICAL CONTROL DISK
 DK6331_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DK6331_SP_SET: BRIDGE RAILING
 DK6331_STAMPING: 2789 BR 1993
 DK6331_MARK LOGO: MNDT
 DK6331_MAGNETIC: N = NO MAGNETIC MATERIAL
 DK6331_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DK6331_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DK6331+SATELLITE: SATELLITE OBSERVATIONS - April 04, 2012
 DK6331
 DK6331  HISTORY     - Date     Condition        Report By
 DK6331  HISTORY     - 19930505 MONUMENTED       MNDT
 DK6331  HISTORY     - 20120404 GOOD             MNDT
 DK6331
 DK6331                          STATION DESCRIPTION
 DK6331
 DK6331'DESCRIBED BY MN DEPT OF TRANSP 1993
 DK6331'THE MARK IS LOCATED ABOUT 9.1 MI (14.7 KM) NORTH OF BLOOMINGTON, 7.0
 DK6331'MI (11.2 KM) EAST-NORTHEAST OF HOPKINS AND 3.6 MI (5.8 KM) WEST OF
 DK6331'MINNEAPOLIS IN THE TOWN OF ST LOUIS PARK, IN THE BRIDGE RAILING IN THE
 DK6331'SOUTH CORNER OF THE EAST LEG OF FAI 394 BRIDGE NUMBER 27753 (NORTH
 DK6331'BOUND TRUNK HIGHWAY 100 OFF RAMP FOR EAST BOUND FAI 394 HOV LANE) OVER
 DK6331'FAI 394, AT FAI 394 MILEPOST 6.05, AT THE JUNCTION OF TRUNK HIGHWAY
 DK6331'100 AND FAI 394.
 DK6331
 DK6331                          STATION RECOVERY (2012)
 DK6331
 DK6331'RECOVERY NOTE BY MN DEPT OF TRANSP 2012 (KMS)
 DK6331'IN SAINT LOUIS PARK, IN BRIDGE RAILING IN SOUTHEAST CORNER OF
 DK6331'INTERSTATE HIGHWAY 394 BRIDGE NUMBER 27753 OVER INTERSTATE HIGHWAY 394
 DK6331'(NORTHBOUND TRUNK HIGHWAY 100 OFF RAMP FOR EASTBOUND INTERSTATE
 DK6331'HIGHWAY 394 HOV LANE), AT THE JUNCTION OF TRUNK HIGHWAY 100 AND
 DK6331'INTERSTATE HIGHWAY 394, AT INTERSTATE HIGHWAY 394 MILE POINT 6.05.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DK6332 ***********************************************************************
 DK6332  DESIGNATION -  2789 BS
 DK6332  PID         -  DK6332
 DK6332  STATE/COUNTY-  MN/HENNEPIN
 DK6332  COUNTRY     -  US
 DK6332  USGS QUAD   -  MINNEAPOLIS SOUTH (2019)
 DK6332
 DK6332                         *CURRENT SURVEY CONTROL
 DK6332  ______________________________________________________________________
 DK6332* NAD 83(1986) POSITION- 44 58 15.64   (N) 093 20 17.45   (W)   HD_HELD1
 DK6332* NAVD 88 ORTHO HEIGHT -   275.535 (meters)      903.98  (feet) ADJUSTED
 DK6332  ______________________________________________________________________
 DK6332  GEOID HEIGHT    -        -27.050 (meters)                     GEOID18
 DK6332  DYNAMIC HEIGHT  -        275.529 (meters)      903.96  (feet) COMP
 DK6332  MODELED GRAVITY -    980,587.3   (mgal)                       NAVD 88
 DK6332
 DK6332  VERT ORDER      -  SECOND    CLASS I
 DK6332
 DK6332.The horizontal coordinates were determined by differentially corrected
 DK6332.hand held GPS observations or other comparable positioning techniques
 DK6332.and have an estimated accuracy of +/- 3 meters.
 DK6332
 DK6332.The orthometric height was determined by differential leveling and
 DK6332.adjusted by the NATIONAL GEODETIC SURVEY
 DK6332.in May 2010.
 DK6332
 DK6332.Significant digits in the geoid height do not necessarily reflect accuracy.
 DK6332.GEOID18 height accuracy estimate available here.
 DK6332
 DK6332.Click photographs - Photos may exist for this station.
 DK6332
 DK6332.The dynamic height is computed by dividing the NAVD 88
 DK6332.geopotential number by the normal gravity value computed on the
 DK6332.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK6332.degrees latitude (g = 980.6199 gals.).
 DK6332
 DK6332.The modeled gravity was interpolated from observed gravity values.
 DK6332
 DK6332;                    North         East    Units  Estimated Accuracy
 DK6332;SPC MN S     -   319,216.7     852,205.8     MT  (+/- 3 meters HH1 GPS) 
 DK6332
 DK6332_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK7333279785(NAD 83)
 DK6332
 DK6332                          SUPERSEDED SURVEY CONTROL
 DK6332
 DK6332.No superseded survey control is available for this station.
 DK6332
 DK6332_MARKER: DV = VERTICAL CONTROL DISK
 DK6332_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DK6332_SP_SET: BRIDGE RAILING
 DK6332_STAMPING: 2789 BS 1993
 DK6332_MARK LOGO: MNDT
 DK6332_MAGNETIC: N = NO MAGNETIC MATERIAL
 DK6332_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DK6332_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DK6332+SATELLITE: SATELLITE OBSERVATIONS - April 04, 2012
 DK6332
 DK6332  HISTORY     - Date     Condition        Report By
 DK6332  HISTORY     - 19930505 MONUMENTED       MNDT
 DK6332  HISTORY     - 20120404 GOOD             MNDT
 DK6332
 DK6332                          STATION DESCRIPTION
 DK6332
 DK6332'DESCRIBED BY MN DEPT OF TRANSP 1993
 DK6332'THE MARK IS LOCATED ABOUT 9.2 MI (14.9 KM) NORTH-NORTHWEST OF
 DK6332'BLOOMINGTON, 6.8 MI (10.9 KM) EAST-NORTHEAST OF HOPKINS AND 3.8 MI
 DK6332'(6.1 KM) WEST OF MINNEAPOLIS IN THE TOWN OF GOLDEN VALLEY, IN THE
 DK6332'BRIDGE RAILING AT THE NORTHEAST CORNER OF THE NORTHWEST LEG OF FAI 394
 DK6332'BRIDGE NUMBER 27753 (WEST BOUND FAI 394 OFF RAMP FOR NORTH BOUND TRUNK
 DK6332'HIGHWAY 100) OVER FAI 394, AT FAI 394 MILEPOST 6.05, AT THE JUNCTION
 DK6332'OF FAI 394 AND TRUNK HIGHWAY 100.
 DK6332
 DK6332                          STATION RECOVERY (2012)
 DK6332
 DK6332'RECOVERY NOTE BY MN DEPT OF TRANSP 2012 (KMS)
 DK6332'IN GOLDEN VALLEY, IN BRIDGE RAILING IN NORTHEAST CORNER OF INTERSTATE
 DK6332'HIGHWAY 394 BRIDGE NUMBER 27753 OVER INTERSTATE HIGHWAY 394 (WESTBOUND
 DK6332'INTERSTATE HIGHWAY 394 OFF RAMP FOR NORTHBOUND TRUNK HIGHWAY 100), AT
 DK6332'INTERSTATE HIGHWAY 394 MILE POINT 6.05, AT THE JUNCTION OF INTERSTATE
 DK6332'HIGHWAY 394 AND TRUNK HIGHWAY 100.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DK6337 ***********************************************************************
 DK6337  DESIGNATION -  2789 CA
 DK6337  PID         -  DK6337
 DK6337  STATE/COUNTY-  MN/HENNEPIN
 DK6337  COUNTRY     -  US
 DK6337  USGS QUAD   -  HOPKINS (2019)
 DK6337
 DK6337                         *CURRENT SURVEY CONTROL
 DK6337  ______________________________________________________________________
 DK6337* NAD 83(1986) POSITION- 44 58 25.45   (N) 093 24 02.77   (W)   HD_HELD1
 DK6337* NAVD 88 ORTHO HEIGHT -   281.651 (meters)      924.05  (feet) ADJUSTED
 DK6337  ______________________________________________________________________
 DK6337  GEOID HEIGHT    -        -26.972 (meters)                     GEOID18
 DK6337  DYNAMIC HEIGHT  -        281.647 (meters)      924.04  (feet) COMP
 DK6337  MODELED GRAVITY -    980,593.5   (mgal)                       NAVD 88
 DK6337
 DK6337  VERT ORDER      -  SECOND    CLASS I
 DK6337
 DK6337.The horizontal coordinates were determined by differentially corrected
 DK6337.hand held GPS observations or other comparable positioning techniques
 DK6337.and have an estimated accuracy of +/- 3 meters.
 DK6337
 DK6337.The orthometric height was determined by differential leveling and
 DK6337.adjusted by the NATIONAL GEODETIC SURVEY
 DK6337.in May 2010.
 DK6337
 DK6337.Significant digits in the geoid height do not necessarily reflect accuracy.
 DK6337.GEOID18 height accuracy estimate available here.
 DK6337
 DK6337.Click photographs - Photos may exist for this station.
 DK6337
 DK6337.The dynamic height is computed by dividing the NAVD 88
 DK6337.geopotential number by the normal gravity value computed on the
 DK6337.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK6337.degrees latitude (g = 980.6199 gals.).
 DK6337
 DK6337.The modeled gravity was interpolated from observed gravity values.
 DK6337
 DK6337;                    North         East    Units  Estimated Accuracy
 DK6337;SPC MN S     -   319,481.4     847,266.5     MT  (+/- 3 meters HH1 GPS) 
 DK6337
 DK6337_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK6839880110(NAD 83)
 DK6337
 DK6337                          SUPERSEDED SURVEY CONTROL
 DK6337
 DK6337.No superseded survey control is available for this station.
 DK6337
 DK6337_MARKER: DV = VERTICAL CONTROL DISK
 DK6337_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DK6337_SP_SET: BRIDGE RAILING
 DK6337_STAMPING: 2789 CA
 DK6337_MARK LOGO: MNDT
 DK6337_MAGNETIC: N = NO MAGNETIC MATERIAL
 DK6337_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DK6337_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DK6337+SATELLITE: SATELLITE OBSERVATIONS - June 03, 2014
 DK6337
 DK6337  HISTORY     - Date     Condition        Report By
 DK6337  HISTORY     - 19940401 MONUMENTED       MNDT
 DK6337  HISTORY     - 20140603 GOOD             MNDT
 DK6337
 DK6337                          STATION DESCRIPTION
 DK6337
 DK6337'DESCRIBED BY MN DEPT OF TRANSP 1994
 DK6337'THE MARK IS LOCATED ABOUT 7.7 MI (12.3 KM) SOUTHEAST OF HAMEL, 6.7 MI
 DK6337'(10.8 KM) WEST OF MINNEAPOLIS AND 4.5 MI (7.3 KM) NORTHEAST OF HOPKINS
 DK6337'IN THE TOWN OF GOLDEN VALLEY, IN THE NORTHWEST QUADRANT OF THE
 DK6337'JUNCTION OF FAI 394 AND TRUNK HIGHWAY 169, IN NORTHWEST CORNER OF
 DK6337'BRIDGE NUMBER 27742
 DK6337
 DK6337                          STATION RECOVERY (2014)
 DK6337
 DK6337'RECOVERY NOTE BY MN DEPT OF TRANSP 2014 (MAS)
 DK6337'IN GOLDEN VALLEY, IN BRIDGE RAILING AT NORTHWEST CORNER OF TRUNK
 DK6337'HIGHWAY 169 BRIDGE NUMBER 27742 OVER INTERSTATE HIGHWAY 394, IN
 DK6337'NORTHWEST QUADRANT OF THE JUNCTION OF INTERSTATE HIGHWAY 394 AND TRUNK
 DK6337'HIGHWAY 169.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DJ2319 ***********************************************************************
 DJ2319  DESIGNATION -  2789 D
 DJ2319  PID         -  DJ2319
 DJ2319  STATE/COUNTY-  MN/HENNEPIN
 DJ2319  COUNTRY     -  US
 DJ2319  USGS QUAD   -  MINNEAPOLIS SOUTH (2019)
 DJ2319
 DJ2319                         *CURRENT SURVEY CONTROL
 DJ2319  ______________________________________________________________________
 DJ2319* NAD 83(1986) POSITION- 44 58 13.40   (N) 093 18 29.46   (W)   HD_HELD1
 DJ2319* NAVD 88 ORTHO HEIGHT -   267.615 (meters)      878.00  (feet) ADJUSTED
 DJ2319  ______________________________________________________________________
 DJ2319  GEOID HEIGHT    -        -27.092 (meters)                     GEOID18
 DJ2319  DYNAMIC HEIGHT  -        267.609 (meters)      877.98  (feet) COMP
 DJ2319  MODELED GRAVITY -    980,585.7   (mgal)                       NAVD 88
 DJ2319
 DJ2319  VERT ORDER      -  SECOND    CLASS I
 DJ2319
 DJ2319.The horizontal coordinates were determined by differentially corrected
 DJ2319.hand held GPS observations or other comparable positioning techniques
 DJ2319.and have an estimated accuracy of +/- 3 meters.
 DJ2319
 DJ2319.The orthometric height was determined by differential leveling and
 DJ2319.adjusted by the NATIONAL GEODETIC SURVEY
 DJ2319.in September 2016.
 DJ2319
 DJ2319.Significant digits in the geoid height do not necessarily reflect accuracy.
 DJ2319.GEOID18 height accuracy estimate available here.
 DJ2319
 DJ2319.Click photographs - Photos may exist for this station.
 DJ2319
 DJ2319.The dynamic height is computed by dividing the NAVD 88
 DJ2319.geopotential number by the normal gravity value computed on the
 DJ2319.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ2319.degrees latitude (g = 980.6199 gals.).
 DJ2319
 DJ2319.The modeled gravity was interpolated from observed gravity values.
 DJ2319
 DJ2319;                    North         East    Units  Estimated Accuracy
 DJ2319;SPC MN S     -   319,167.1     854,572.6     MT  (+/- 3 meters HH1 GPS) 
 DJ2319
 DJ2319_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK7569779707(NAD 83)
 DJ2319
 DJ2319                          SUPERSEDED SURVEY CONTROL
 DJ2319
 DJ2319  NAVD 88 (05/05/10)  267.625  (m)          878.03   (f) SUPERSEDED  2 2
 DJ2319
 DJ2319.Superseded values are not recommended for survey control.
 DJ2319
 DJ2319.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ2319.See file dsdata.pdf to determine how the superseded data were derived.
 DJ2319
 DJ2319_MARKER: DV = VERTICAL CONTROL DISK
 DJ2319_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DJ2319_SP_SET: BRIDGE ABUTMENT
 DJ2319_STAMPING: 2789 D 1988
 DJ2319_MARK LOGO: MNDT
 DJ2319_MAGNETIC: N = NO MAGNETIC MATERIAL
 DJ2319_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DJ2319_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DJ2319+SATELLITE: SATELLITE OBSERVATIONS - June 04, 2014
 DJ2319
 DJ2319  HISTORY     - Date     Condition        Report By
 DJ2319  HISTORY     - 19881006 MONUMENTED       MNDT
 DJ2319  HISTORY     - 19930506 GOOD             MNDT
 DJ2319  HISTORY     - 20120404 GOOD             MNDT
 DJ2319  HISTORY     - 20140604 GOOD             MNDT
 DJ2319
 DJ2319                          STATION DESCRIPTION
 DJ2319
 DJ2319'DESCRIBED BY MN DEPT OF TRANSP 1988 (EGS)
 DJ2319'THE MARK IS LOCATED IN THE CITY OF MINNEAPOLIS, 1.7 MILES EAST ALONG
 DJ2319'INTERSTATE HIGHWAY 394 AND TRUNK HIGHWAY 12 FROM THEIR JUNCTION WITH
 DJ2319'TRUNK HIGHWAY 100, AT THE RAMP OF BRIDGE NUMBER 27770 FROM WESTBOUND
 DJ2319'INTERSTATE 394 TO PENN AVENUE, AND IN THE NORTHWEST 1/4 OF SECTION 28,
 DJ2319'T29N, R24W.  THE MARK, A STANDARD MNDT VERTICAL CONTROL MONUMENT DISK
 DJ2319'STAMPED---2789 D 1988---, IS SET IN THE TOP OF THE SOUTHWEST WINGWALL
 DJ2319'OF THE BRIDGE.
 DJ2319
 DJ2319                          STATION RECOVERY (1993)
 DJ2319
 DJ2319'RECOVERY NOTE BY MN DEPT OF TRANSP 1993 (WAS)
 DJ2319'RECOVERED AS DESCRIBED.
 DJ2319
 DJ2319                          STATION RECOVERY (2012)
 DJ2319
 DJ2319'RECOVERY NOTE BY MN DEPT OF TRANSP 2012 (KMS)
 DJ2319'IN MINNEAPOLIS, IN BRIDGE ABUTMENT IN WESTBOUND INTERSTATE HIGHWAY 394
 DJ2319'BRIDGE NUMBER 27770 FROM WESTBOUND INTERSTATE HIGHWAY 394 TO PENN
 DJ2319'AVENUE, 1.7 MI (2.7 KM) EAST OF THE JUNCTION OF TRUNK HIGHWAY 100 AND
 DJ2319'INTERSTATE HIGHWAY 394.
 DJ2319
 DJ2319                          STATION RECOVERY (2014)
 DJ2319
 DJ2319'RECOVERY NOTE BY MN DEPT OF TRANSP 2014 (MAS)
 DJ2319'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DJ2287 ***********************************************************************
 DJ2287  DESIGNATION -  2789 F
 DJ2287  PID         -  DJ2287
 DJ2287  STATE/COUNTY-  MN/HENNEPIN
 DJ2287  COUNTRY     -  US
 DJ2287  USGS QUAD   -  MINNEAPOLIS SOUTH (2019)
 DJ2287
 DJ2287                         *CURRENT SURVEY CONTROL
 DJ2287  ______________________________________________________________________
 DJ2287* NAD 83(1986) POSITION- 44 58 11.30   (N) 093 19 17.48   (W)   HD_HELD1
 DJ2287* NAVD 88 ORTHO HEIGHT -   273.379 (meters)      896.91  (feet) ADJUSTED
 DJ2287  ______________________________________________________________________
 DJ2287  GEOID HEIGHT    -        -27.073 (meters)                     GEOID18
 DJ2287  DYNAMIC HEIGHT  -        273.373 (meters)      896.89  (feet) COMP
 DJ2287  MODELED GRAVITY -    980,586.0   (mgal)                       NAVD 88
 DJ2287
 DJ2287  VERT ORDER      -  SECOND    CLASS I
 DJ2287
 DJ2287.The horizontal coordinates were determined by differentially corrected
 DJ2287.hand held GPS observations or other comparable positioning techniques
 DJ2287.and have an estimated accuracy of +/- 3 meters.
 DJ2287
 DJ2287.The orthometric height was determined by differential leveling and
 DJ2287.adjusted by the NATIONAL GEODETIC SURVEY
 DJ2287.in September 2013.
 DJ2287
 DJ2287.No vertical observational check was made to the station.
 DJ2287
 DJ2287.Significant digits in the geoid height do not necessarily reflect accuracy.
 DJ2287.GEOID18 height accuracy estimate available here.
 DJ2287
 DJ2287.Click photographs - Photos may exist for this station.
 DJ2287
 DJ2287.The dynamic height is computed by dividing the NAVD 88
 DJ2287.geopotential number by the normal gravity value computed on the
 DJ2287.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ2287.degrees latitude (g = 980.6199 gals.).
 DJ2287
 DJ2287.The modeled gravity was interpolated from observed gravity values.
 DJ2287
 DJ2287;                    North         East    Units  Estimated Accuracy
 DJ2287;SPC MN S     -   319,093.5     853,520.9     MT  (+/- 3 meters HH1 GPS) 
 DJ2287
 DJ2287_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK7464579646(NAD 83)
 DJ2287
 DJ2287                          SUPERSEDED SURVEY CONTROL
 DJ2287
 DJ2287  NAVD 88 (05/05/10)  273.383  (m)          896.92   (f) SUPERSEDED  2 2
 DJ2287
 DJ2287.Superseded values are not recommended for survey control.
 DJ2287
 DJ2287.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ2287.See file dsdata.pdf to determine how the superseded data were derived.
 DJ2287
 DJ2287_MARKER: DV = VERTICAL CONTROL DISK
 DJ2287_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DJ2287_SP_SET: BRIDGE WALKWAY
 DJ2287_STAMPING: 2789 F 1988
 DJ2287_MARK LOGO: MNDT
 DJ2287_MAGNETIC: N = NO MAGNETIC MATERIAL
 DJ2287_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DJ2287_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DJ2287+SATELLITE: SATELLITE OBSERVATIONS - June 04, 2014
 DJ2287
 DJ2287  HISTORY     - Date     Condition        Report By
 DJ2287  HISTORY     - 19881006 MONUMENTED       MNDT
 DJ2287  HISTORY     - 19930505 GOOD             MNDT
 DJ2287  HISTORY     - 20120404 GOOD             MNDT
 DJ2287  HISTORY     - 20140604 GOOD             MNDT
 DJ2287
 DJ2287                          STATION DESCRIPTION
 DJ2287
 DJ2287'DESCRIBED BY MN DEPT OF TRANSP 1988 (EGS)
 DJ2287'THE MARK IS LOCATED IN THE CITY OF MINNEAPOLIS, 1.0 MILE EAST ALONG
 DJ2287'INTERSTATE HIGHWAY 394 AND TRUNK HIGHWAY 12 FROM THEIR JUNCTION WITH
 DJ2287'TRUNK HIGHWAY 100, IN THE SIDEWALK AT THE SOUTHEAST CORNER OF BRIDGE
 DJ2287'NUMBER 27756 (THEODORE WIRTH PARKWAY OVER INTERSTATE HIGHWAY 394) AND
 DJ2287'IN THE NW 1/4 OF SECTION 29, T29N, R24W.  THE MARK, A STANDARD MNDT
 DJ2287'ALUMINUM VERTICAL CONTROL MONUMENT DISK STAMPED---2789 F 1988---, IS
 DJ2287'SET IN THE SIDEWALK AT THE SOUTHEAST CORNER OF THE SOUTH ABUTMENT OF
 DJ2287'THE BRIDGE.
 DJ2287
 DJ2287                          STATION RECOVERY (1993)
 DJ2287
 DJ2287'RECOVERY NOTE BY MN DEPT OF TRANSP 1993 (WAS)
 DJ2287'MARK RECOVERED AS FORMERLY DESCRIBED.
 DJ2287
 DJ2287                          STATION RECOVERY (2012)
 DJ2287
 DJ2287'RECOVERY NOTE BY MN DEPT OF TRANSP 2012 (KMS)
 DJ2287'THE STATION IS LOCATED ABOUT 14.2 KM (8.8 MI) SOUTHWEST OF NEW
 DJ2287'BRIGHTON, 12.2 KM (7.6 MI) EAST-NORTHEAST OF HOPKINS AND 4.7 KM (2.9
 DJ2287'MI) WEST-SOUTHWEST OF MINNEAPOLIS.
 DJ2287'
 DJ2287'IN MINNEAPOLIS, 1.0 MI (1.6 KM) EAST ALONG INTERSTATE HIGHWAY 394 FROM
 DJ2287'THE JUNCTION OF TRUNK HIGHWAY 100 AND INTERSTATE HIGHWAY 394.
 DJ2287'
 DJ2287'THE STATION IS LOCATED IN SIDEWALK AT SOUTHEAST CORNER OF SOUTH
 DJ2287'ABUTMENT OF THEODORE WIRTH PARKWAY BRIDGE NUMBER 27756 OVER INTERSTATE
 DJ2287'HIGHWAY 394.
 DJ2287
 DJ2287                          STATION RECOVERY (2014)
 DJ2287
 DJ2287'RECOVERY NOTE BY MN DEPT OF TRANSP 2014 (MAS)
 DJ2287'THE STATION IS LOCATED ABOUT 8.8 MI (14.2 KM) SOUTHWEST OF NEW
 DJ2287'BRIGHTON, 7.6 MI (12.2 KM) EAST-NORTHEAST OF HOPKINS AND 2.9 MI (4.7
 DJ2287'KM) WEST-SOUTHWEST OF MINNEAPOLIS.
 DJ2287'
 DJ2287'TO REACH THE MARK IN SIDEWALK AT SOUTHEAST CORNER OF THEODORE WIRTH
 DJ2287'PARKWAY BRIDGE NUMBER 27756 OVER INTERSTATE HIGHWAY 394, 0.59 MI (0.9
 DJ2287'KM) WEST ALONG SOUTH WAYZATA BOULEVARD FROM THE JUNCTION OF INTERSTATE
 DJ2287'HIGHWAY 394 AND COUNTY ROAD 2 (PENN AVENUE).
 DJ2287'
 DJ2287'THE MARK IS LOCATED 400 FT (121.9 M) SOUTH AND WEST ALONG ACCESS ROAD
 DJ2287'TO WIRTH PARKWAY/CEDAR LAKE PARKWAY, 18.0 FT (5.5 M) EAST OF THEODORE
 DJ2287'WIRTH PARKWAY.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DJ2289 ***********************************************************************
 DJ2289  DESIGNATION -  2789 L
 DJ2289  PID         -  DJ2289
 DJ2289  STATE/COUNTY-  MN/HENNEPIN
 DJ2289  COUNTRY     -  US
 DJ2289  USGS QUAD   -  MINNEAPOLIS SOUTH (2019)
 DJ2289
 DJ2289                         *CURRENT SURVEY CONTROL
 DJ2289  ______________________________________________________________________
 DJ2289* NAD 83(1986) POSITION- 44 58 20.68   (N) 093 21 18.85   (W)   HD_HELD1
 DJ2289* NAVD 88 ORTHO HEIGHT -   268.577 (meters)      881.16  (feet) ADJUSTED
 DJ2289  ______________________________________________________________________
 DJ2289  GEOID HEIGHT    -        -27.027 (meters)                     GEOID18
 DJ2289  DYNAMIC HEIGHT  -        268.572 (meters)      881.14  (feet) COMP
 DJ2289  MODELED GRAVITY -    980,588.9   (mgal)                       NAVD 88
 DJ2289
 DJ2289  VERT ORDER      -  SECOND    CLASS I
 DJ2289
 DJ2289.The horizontal coordinates were determined by differentially corrected
 DJ2289.hand held GPS observations or other comparable positioning techniques
 DJ2289.and have an estimated accuracy of +/- 3 meters.
 DJ2289
 DJ2289.The orthometric height was determined by differential leveling and
 DJ2289.adjusted by the NATIONAL GEODETIC SURVEY
 DJ2289.in May 2010.
 DJ2289
 DJ2289.Significant digits in the geoid height do not necessarily reflect accuracy.
 DJ2289.GEOID18 height accuracy estimate available here.
 DJ2289
 DJ2289.Click photographs - Photos may exist for this station.
 DJ2289
 DJ2289.The dynamic height is computed by dividing the NAVD 88
 DJ2289.geopotential number by the normal gravity value computed on the
 DJ2289.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ2289.degrees latitude (g = 980.6199 gals.).
 DJ2289
 DJ2289.The modeled gravity was interpolated from observed gravity values.
 DJ2289
 DJ2289;                    North         East    Units  Estimated Accuracy
 DJ2289;SPC MN S     -   319,361.5     850,859.2     MT  (+/- 3 meters HH1 GPS) 
 DJ2289
 DJ2289_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK7198879947(NAD 83)
 DJ2289
 DJ2289                          SUPERSEDED SURVEY CONTROL
 DJ2289
 DJ2289.No superseded survey control is available for this station.
 DJ2289
 DJ2289_MARKER: X = CHISELED CROSS
 DJ2289_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DJ2289_SP_SET: LARGE CONCRETE FOOTING
 DJ2289_MARK LOGO: MNDT
 DJ2289_MAGNETIC: N = NO MAGNETIC MATERIAL
 DJ2289_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DJ2289_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DJ2289+SATELLITE: SATELLITE OBSERVATIONS - April 04, 2012
 DJ2289
 DJ2289  HISTORY     - Date     Condition        Report By
 DJ2289  HISTORY     - 19881006 MONUMENTED       MNDT
 DJ2289  HISTORY     - 20100201 GOOD             MNDT
 DJ2289  HISTORY     - 20120404 GOOD             MNDT
 DJ2289
 DJ2289                          STATION DESCRIPTION
 DJ2289
 DJ2289'DESCRIBED BY MN DEPT OF TRANSP 1988 (EGS)
 DJ2289'THE MARK IS LOCATED IN THE CITY OF GOLDEN VALLEY, 0.4 MILE WEST ALONG
 DJ2289'INTERSTATE HIGHWAY 394 AND TRUNK HIGHWAY 12 FROM THEIR JUNCTION WITH
 DJ2289'TRUNK HIGHWAY 100, TO TURNERS CROSSROADS, THENCE NORTH ALONG TURNERS
 DJ2289'CROSSROAD FOR ABOUT 100 FEET TO WAYZATA BOULEVARD, THEN WEST ALONG
 DJ2289'WAYZATA BOULEVARD FOR ABOUT 0.4 MILE TO THE MINNEAPOLIS, NORTHFIELD
 DJ2289'AND SOUTHERN RAILROAD, THENCE NORTHEAST ALONG THE RAILROAD FOR 0.4
 DJ2289'MILE AND IN THE NORTH 1/2 OF SECTION 4, T117N, R21W.  THE MARK, A BOLT
 DJ2289'(UNSTAMPED), IS THE TOP OF THE NORTHEAST BOLT (WITH CHISELED X) IN THE
 DJ2289'CONCRETE BASE FOR ELECTRIC TRANSMISSION TOWER NUMBER 10.
 DJ2289
 DJ2289                          STATION RECOVERY (2010)
 DJ2289
 DJ2289'RECOVERY NOTE BY MN DEPT OF TRANSP 2010 (BJB)
 DJ2289'THE STATION IS LOCATED ABOUT 9.5 MI (15.3 KM) NORTH-NORTHWEST OF
 DJ2289'BLOOMINGTON.
 DJ2289'
 DJ2289'TO REACH THE MARK GO 6.2 MI (10.0 KM) EAST-NORTHEAST OF HOPKINS AND
 DJ2289'4.5 MI (7.2 KM) WEST OF MINNEAPOLIS.  THE MARK IS IN GOLDEN VALLEY.
 DJ2289'
 DJ2289'IT IS 0.4 MI (0.6 KM) WEST OF TURNERS CROSSROAD ON NORTH FRONTAGE ROAD
 DJ2289'OF INTERSTATE HIGHWAY 394 (WAYZATA BOULEVARD) TO RAILROAD, 0.4 MI (0.6
 DJ2289'KM) NORTHEAST ON RAILROAD, STATION IS CHISELED X ON TOP OF NORTHEAST
 DJ2289'BOLT IN CONCRETE BASE OF ELECTRICAL TRANSMISSION TOWER 10.
 DJ2289
 DJ2289                          STATION RECOVERY (2012)
 DJ2289
 DJ2289'RECOVERY NOTE BY MN DEPT OF TRANSP 2012 (KMS)
 DJ2289'IN GOLDEN VALLEY, 0.4 MI (0.6 KM) WEST OF TURNERS CROSSROAD LONG NORTH
 DJ2289'FRONTAGE ROAD OF INTERSTATE HIGHWAY 394/ WAYZATA BOULEVARD TO RAILROAD
 DJ2289'TRACKS, 0.4 MI (0.6 KM) NORTHEAST ALONG RAILROAD TRACKS, STATION IS
 DJ2289'CHISELED X ON TOP OF NORTHEAST BOLT IN CONCRETE BASE OF ELECTRICAL
 DJ2289'TRANSMISSION TOWER NUMBER 10.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DJ2290 ***********************************************************************
 DJ2290  DESIGNATION -  2789 M
 DJ2290  PID         -  DJ2290
 DJ2290  STATE/COUNTY-  MN/HENNEPIN
 DJ2290  COUNTRY     -  US
 DJ2290  USGS QUAD   -  MINNEAPOLIS SOUTH (2019)
 DJ2290
 DJ2290                         *CURRENT SURVEY CONTROL
 DJ2290  ______________________________________________________________________
 DJ2290* NAD 83(1986) POSITION- 44 58 15.33   (N) 093 21 22.43   (W)   HD_HELD1
 DJ2290* NAVD 88 ORTHO HEIGHT -   269.904 (meters)      885.51  (feet) ADJUSTED
 DJ2290  ______________________________________________________________________
 DJ2290  GEOID HEIGHT    -        -27.025 (meters)                     GEOID18
 DJ2290  DYNAMIC HEIGHT  -        269.899 (meters)      885.49  (feet) COMP
 DJ2290  MODELED GRAVITY -    980,588.5   (mgal)                       NAVD 88
 DJ2290
 DJ2290  VERT ORDER      -  SECOND    CLASS I
 DJ2290
 DJ2290.The horizontal coordinates were determined by differentially corrected
 DJ2290.hand held GPS observations or other comparable positioning techniques
 DJ2290.and have an estimated accuracy of +/- 3 meters.
 DJ2290
 DJ2290.The orthometric height was determined by differential leveling and
 DJ2290.adjusted by the NATIONAL GEODETIC SURVEY
 DJ2290.in May 2010.
 DJ2290
 DJ2290.Significant digits in the geoid height do not necessarily reflect accuracy.
 DJ2290.GEOID18 height accuracy estimate available here.
 DJ2290
 DJ2290.Click photographs - Photos may exist for this station.
 DJ2290
 DJ2290.The dynamic height is computed by dividing the NAVD 88
 DJ2290.geopotential number by the normal gravity value computed on the
 DJ2290.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ2290.degrees latitude (g = 980.6199 gals.).
 DJ2290
 DJ2290.The modeled gravity was interpolated from observed gravity values.
 DJ2290
 DJ2290;                    North         East    Units  Estimated Accuracy
 DJ2290;SPC MN S     -   319,195.7     850,782.1     MT  (+/- 3 meters HH1 GPS) 
 DJ2290
 DJ2290_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK7190979782(NAD 83)
 DJ2290
 DJ2290                          SUPERSEDED SURVEY CONTROL
 DJ2290
 DJ2290.No superseded survey control is available for this station.
 DJ2290
 DJ2290_MARKER: X = CHISELED CROSS
 DJ2290_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DJ2290_SP_SET: LARGE CONCRETE FOOTING
 DJ2290_STAMPING: 2789 M
 DJ2290_MARK LOGO: MNDT
 DJ2290_MAGNETIC: N = NO MAGNETIC MATERIAL
 DJ2290_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DJ2290_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DJ2290+SATELLITE: SATELLITE OBSERVATIONS - April 04, 2012
 DJ2290
 DJ2290  HISTORY     - Date     Condition        Report By
 DJ2290  HISTORY     - 19881006 MONUMENTED       MNDT
 DJ2290  HISTORY     - 19930505 GOOD             MNDT
 DJ2290  HISTORY     - 20090924 GOOD             MNDT
 DJ2290  HISTORY     - 20120404 GOOD             MNDT
 DJ2290
 DJ2290                          STATION DESCRIPTION
 DJ2290
 DJ2290'DESCRIBED BY MN DEPT OF TRANSP 1988 (EGS)
 DJ2290'THE MARK IS LOCATED IN THE CITY OF GOLDEN VALLEY, 0.4 MILE WEST ALONG
 DJ2290'INTERSTATE HIGHWAY 394 AND TRUNK HIGHWAY 12 FROM THEIR JUNCTION WITH
 DJ2290'TRUNK HIGHWAY 100, TO TURNERS CROSSROADS, THENCE NORTH ALONG TURNERS
 DJ2290'CROSSROAD FOR ABOUT 100 FEET TO WAYZATA BOULEVARD, THENCE WEST ALONG
 DJ2290'WAYZATA BOULEVARD FOR ABOUT 0.4 MILE TO THE MINNEAPOLIS, NORTHFIELD
 DJ2290'AND SOUTHERN RAILROAD, IN THE SOUTHWEST QUADRANT OF THE CROSSING AND
 DJ2290'IN THE SOUTH 1/2 OF SECTION 4, T117N, R21W.  THE MARK, A BOLT
 DJ2290'(UNSTAMPED), IS THE TOP OF THE NORTHEAST BOLT (WITH CHISELED X) IN THE
 DJ2290'CONCRETE BASE OF ELECTRIC TRANSMISSION TOWER NUMBER 9.
 DJ2290
 DJ2290                          STATION RECOVERY (1993)
 DJ2290
 DJ2290'RECOVERY NOTE BY MN DEPT OF TRANSP 1993 (WAS)
 DJ2290'RECOVERED AS DESCRIBED.
 DJ2290
 DJ2290                          STATION RECOVERY (2009)
 DJ2290
 DJ2290'RECOVERY NOTE BY MN DEPT OF TRANSP 2009 (BJB)
 DJ2290'RECOVERED AS DESCRIBED.
 DJ2290
 DJ2290                          STATION RECOVERY (2012)
 DJ2290
 DJ2290'RECOVERY NOTE BY MN DEPT OF TRANSP 2012 (KMS)
 DJ2290'IN GOLDEN VALLEY, 0.4 MI (0.6 KM) WEST ON INTERSTATE HIGHWAY 394 NORTH
 DJ2290'FRONTAGE ROAD (WAYZATA BOULEVARD) FROM TURNERS CROSSROAD TO RAILROAD
 DJ2290'CROSSING, STATION IS CHISELED X ON TOP OF NORTHEAST BOLT IN CONCRETE
 DJ2290'BASE OF ELECTRICAL TRANSMISSION TOWER 9.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DK6319 ***********************************************************************
 DK6319  DESIGNATION -  2789 M 2
 DK6319  PID         -  DK6319
 DK6319  STATE/COUNTY-  MN/HENNEPIN
 DK6319  COUNTRY     -  US
 DK6319  USGS QUAD   -  MINNEAPOLIS SOUTH (2019)
 DK6319
 DK6319                         *CURRENT SURVEY CONTROL
 DK6319  ______________________________________________________________________
 DK6319* NAD 83(1986) POSITION- 44 58 15.24   (N) 093 21 22.01   (W)   HD_HELD1
 DK6319* NAVD 88 ORTHO HEIGHT -   269.414 (meters)      883.90  (feet) ADJUSTED
 DK6319  ______________________________________________________________________
 DK6319  GEOID HEIGHT    -        -27.025 (meters)                     GEOID18
 DK6319  DYNAMIC HEIGHT  -        269.409 (meters)      883.89  (feet) COMP
 DK6319  MODELED GRAVITY -    980,588.6   (mgal)                       NAVD 88
 DK6319
 DK6319  VERT ORDER      -  SECOND    CLASS I
 DK6319
 DK6319.The horizontal coordinates were determined by differentially corrected
 DK6319.hand held GPS observations or other comparable positioning techniques
 DK6319.and have an estimated accuracy of +/- 3 meters.
 DK6319
 DK6319.The orthometric height was determined by differential leveling and
 DK6319.adjusted by the NATIONAL GEODETIC SURVEY
 DK6319.in May 2010.
 DK6319
 DK6319.Significant digits in the geoid height do not necessarily reflect accuracy.
 DK6319.GEOID18 height accuracy estimate available here.
 DK6319
 DK6319.Click photographs - Photos may exist for this station.
 DK6319
 DK6319.The dynamic height is computed by dividing the NAVD 88
 DK6319.geopotential number by the normal gravity value computed on the
 DK6319.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK6319.degrees latitude (g = 980.6199 gals.).
 DK6319
 DK6319.The modeled gravity was interpolated from observed gravity values.
 DK6319
 DK6319;                    North         East    Units  Estimated Accuracy
 DK6319;SPC MN S     -   319,193.0     850,791.3     MT  (+/- 3 meters HH1 GPS) 
 DK6319
 DK6319_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK7191879779(NAD 83)
 DK6319
 DK6319                          SUPERSEDED SURVEY CONTROL
 DK6319
 DK6319.No superseded survey control is available for this station.
 DK6319
 DK6319_MARKER: DV = VERTICAL CONTROL DISK
 DK6319_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DK6319_SP_SET: BRIDGE ABUTMENT
 DK6319_STAMPING: 2789 M 2 1993
 DK6319_MARK LOGO: MNDT
 DK6319_MAGNETIC: N = NO MAGNETIC MATERIAL
 DK6319_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DK6319_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DK6319+SATELLITE: SATELLITE OBSERVATIONS - April 04, 2012
 DK6319
 DK6319  HISTORY     - Date     Condition        Report By
 DK6319  HISTORY     - 19930505 MONUMENTED       MNDT
 DK6319  HISTORY     - 20090924 GOOD             MNDT
 DK6319  HISTORY     - 20120404 GOOD             MNDT
 DK6319
 DK6319                          STATION DESCRIPTION
 DK6319
 DK6319'DESCRIBED BY MN DEPT OF TRANSP 1993
 DK6319'THE MARK IS LOCATED ABOUT 9.4 MI (15.2 KM) NORTH-NORTHWEST OF
 DK6319'BLOOMINGTON, 6.1 MI (9.8 KM) EAST-NORTHEAST OF HOPKINS AND 4.6 MI (7.4
 DK6319'KM) WEST OF MINNEAPOLIS IN THE TOWN OF GOLDEN VALLEY, IN THE BRIDGE
 DK6319'ABUTMENT AT THE NORTHEAST CORNER OF RAILROAD BRIDGE NUMBER 27746 OVER
 DK6319'FAI 394, AT FAI 394 MILEPOST 4.75, 0.8 MI (1.3 KM) WEST OF TRUNK
 DK6319'HIGHWAY 100, 62.5 FT (19.1 M) SOUTH OF THE FRONTAGE ROAD, 31.7 FT (9.7
 DK6319'M) EAST OF BENCH MARK 2789-M, 33.2 FT (10.1 M) EAST OF A HIGH TENSION
 DK6319'POLE, 10.1 FT (3.1 M) EAST OF THE EAST RAIL OF THE RAILROAD TRACKS,
 DK6319'0.3 FT (0.1 M) EAST OF A FENCE.
 DK6319
 DK6319                          STATION RECOVERY (2009)
 DK6319
 DK6319'RECOVERY NOTE BY MN DEPT OF TRANSP 2009 (BJB)
 DK6319'RECOVERED AS DESCRIBED.
 DK6319
 DK6319                          STATION RECOVERY (2012)
 DK6319
 DK6319'RECOVERY NOTE BY MN DEPT OF TRANSP 2012 (KMS)
 DK6319'IN GOLDEN VALLEY, IN NORTHEAST CORNER OF RAILROAD BRIDGE NUMBER 27746
 DK6319'OVER INTERSTATE HIGHWAY 394, AT INTERSTATE HIGHWAY 394 MILE POINT
 DK6319'4.75, 0.8 MI (1.3 KM) WEST OF TRUNK HIGHWAY 100, 62.5 FT (19.1 M)
 DK6319'SOUTH OF FRONTAGE ROAD, 31.7 FT (9.7 M) EAST OF BENCH MARK 2789 M
 DK6319'(9150.2 FT), 33.2 FT (10.1 M) EAST OF HIGH TENSION POLE, 10.1 FT (3.1
 DK6319'M) EAST OF EAST RAIL OF RAILROAD TRACKS, 0.3 FT (9 CM) EAST OF A
 DK6319'FENCE.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DJ2291 ***********************************************************************
 DJ2291  DESIGNATION -  2789 N
 DJ2291  PID         -  DJ2291
 DJ2291  STATE/COUNTY-  MN/HENNEPIN
 DJ2291  COUNTRY     -  US
 DJ2291  USGS QUAD   -  MINNEAPOLIS SOUTH (2019)
 DJ2291
 DJ2291                         *CURRENT SURVEY CONTROL
 DJ2291  ______________________________________________________________________
 DJ2291* NAD 83(1986) POSITION- 44 58 11.12   (N) 093 21 25.25   (W)   HD_HELD1
 DJ2291* NAVD 88 ORTHO HEIGHT -   271.589 (meters)      891.04  (feet) ADJUSTED
 DJ2291  ______________________________________________________________________
 DJ2291  GEOID HEIGHT    -        -27.023 (meters)                     GEOID18
 DJ2291  DYNAMIC HEIGHT  -        271.584 (meters)      891.02  (feet) COMP
 DJ2291  MODELED GRAVITY -    980,588.5   (mgal)                       NAVD 88
 DJ2291
 DJ2291  VERT ORDER      -  SECOND    CLASS I
 DJ2291
 DJ2291.The horizontal coordinates were determined by differentially corrected
 DJ2291.hand held GPS observations or other comparable positioning techniques
 DJ2291.and have an estimated accuracy of +/- 3 meters.
 DJ2291
 DJ2291.The orthometric height was determined by differential leveling and
 DJ2291.adjusted by the NATIONAL GEODETIC SURVEY
 DJ2291.in May 2010.
 DJ2291
 DJ2291.Significant digits in the geoid height do not necessarily reflect accuracy.
 DJ2291.GEOID18 height accuracy estimate available here.
 DJ2291
 DJ2291.Click photographs - Photos may exist for this station.
 DJ2291
 DJ2291.The dynamic height is computed by dividing the NAVD 88
 DJ2291.geopotential number by the normal gravity value computed on the
 DJ2291.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ2291.degrees latitude (g = 980.6199 gals.).
 DJ2291
 DJ2291.The modeled gravity was interpolated from observed gravity values.
 DJ2291
 DJ2291;                    North         East    Units  Estimated Accuracy
 DJ2291;SPC MN S     -   319,065.3     850,721.3     MT  (+/- 3 meters HH1 GPS) 
 DJ2291
 DJ2291_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK7184779652(NAD 83)
 DJ2291
 DJ2291                          SUPERSEDED SURVEY CONTROL
 DJ2291
 DJ2291.No superseded survey control is available for this station.
 DJ2291
 DJ2291_MARKER: X = CHISELED CROSS
 DJ2291_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DJ2291_SP_SET: LARGE CONCRETE FOOTING
 DJ2291_MARK LOGO: MNDT
 DJ2291_MAGNETIC: N = NO MAGNETIC MATERIAL
 DJ2291_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DJ2291_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DJ2291+SATELLITE: SATELLITE OBSERVATIONS - April 04, 2012
 DJ2291
 DJ2291  HISTORY     - Date     Condition        Report By
 DJ2291  HISTORY     - 19881006 MONUMENTED       MNDT
 DJ2291  HISTORY     - 20120404 GOOD             MNDT
 DJ2291
 DJ2291                          STATION DESCRIPTION
 DJ2291
 DJ2291'DESCRIBED BY MN DEPT OF TRANSP 1988 (EGS)
 DJ2291'THE MARK IS LOCATED IN THE CITY OF ST LOUIS PARK, 0.4 MILE WEST ALONG
 DJ2291'INTERSTATE HIGHWAY 394 AND TRUNK HIGHWAY 12 FROM THEIR JUNCTION WITH
 DJ2291'TRUNK HIGHWAY 100 TO VERNON AVENUE, THEN SOUTH ON VERNON AVENUE FOR
 DJ2291'O.1 MILE TO THE SOUTH FRONTAGE ROAD, THEN WEST ALONG THE SOUTH
 DJ2291'FRONTAGE ROAD FOR 0.4 MILE TO THE MINNEAPOLIS, NORTHFIELD AND SOUTHERN
 DJ2291'RAILROAD AND IN THE SOUTH 1/2 SECTION 4, T117N, R21W. THE MARK IS 100
 DJ2291'FEET SOUTH ALONG THE RAILROAD FROM THE SOUTH FRONTAGE ROAD.  THE MARK,
 DJ2291'A BOLT (UNSTAMPED), IS THE TOP OF THE NORTHEAST BOLT (WITH CHISELED X)
 DJ2291'IN THE CONCRETE BASE OF ELECTRIC TRANSMISSION TOWER NUMBER 8.
 DJ2291
 DJ2291                          STATION RECOVERY (2012)
 DJ2291
 DJ2291'RECOVERY NOTE BY MN DEPT OF TRANSP 2012 (KMS)
 DJ2291'IN SAINT LOUIS PARK, 0.4 MI (0.6 KM) WEST ON INTERSTATE HIGHWAY 394
 DJ2291'SOUTH FRONTAGE ROAD FROM VERNON AVENUE, THEN 100 FT (30.5 M) SOUTH ON
 DJ2291'RAILROAD, STATION IS CHISELED X ON TOP OF NORTHEAST BOLT IN CONCRETE
 DJ2291'BASE OF ELECTRICAL TRANSMISSION TOWER 8.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DJ2292 ***********************************************************************
 DJ2292  DESIGNATION -  2789 P
 DJ2292  PID         -  DJ2292
 DJ2292  STATE/COUNTY-  MN/HENNEPIN
 DJ2292  COUNTRY     -  US
 DJ2292  USGS QUAD   -  MINNEAPOLIS SOUTH (2019)
 DJ2292
 DJ2292                         *CURRENT SURVEY CONTROL
 DJ2292  ______________________________________________________________________
 DJ2292* NAD 83(1986) POSITION- 44 58 06.93   (N) 093 21 28.09   (W)   HD_HELD1
 DJ2292* NAVD 88 ORTHO HEIGHT -   270.955 (meters)      888.96  (feet) ADJUSTED
 DJ2292  ______________________________________________________________________
 DJ2292  GEOID HEIGHT    -        -27.022 (meters)                     GEOID18
 DJ2292  DYNAMIC HEIGHT  -        270.950 (meters)      888.94  (feet) COMP
 DJ2292  MODELED GRAVITY -    980,588.4   (mgal)                       NAVD 88
 DJ2292
 DJ2292  VERT ORDER      -  SECOND    CLASS I
 DJ2292
 DJ2292.The horizontal coordinates were determined by differentially corrected
 DJ2292.hand held GPS observations or other comparable positioning techniques
 DJ2292.and have an estimated accuracy of +/- 3 meters.
 DJ2292
 DJ2292.The orthometric height was determined by differential leveling and
 DJ2292.adjusted by the NATIONAL GEODETIC SURVEY
 DJ2292.in May 2010.
 DJ2292
 DJ2292.Significant digits in the geoid height do not necessarily reflect accuracy.
 DJ2292.GEOID18 height accuracy estimate available here.
 DJ2292
 DJ2292.Click photographs - Photos may exist for this station.
 DJ2292
 DJ2292.The dynamic height is computed by dividing the NAVD 88
 DJ2292.geopotential number by the normal gravity value computed on the
 DJ2292.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ2292.degrees latitude (g = 980.6199 gals.).
 DJ2292
 DJ2292.The modeled gravity was interpolated from observed gravity values.
 DJ2292
 DJ2292;                    North         East    Units  Estimated Accuracy
 DJ2292;SPC MN S     -   318,935.5     850,660.1     MT  (+/- 3 meters HH1 GPS) 
 DJ2292
 DJ2292_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK7178479523(NAD 83)
 DJ2292
 DJ2292                          SUPERSEDED SURVEY CONTROL
 DJ2292
 DJ2292.No superseded survey control is available for this station.
 DJ2292
 DJ2292_MARKER: X = CHISELED CROSS
 DJ2292_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DJ2292_SP_SET: LARGE CONCRETE FOOTING
 DJ2292_MARK LOGO: MNDT
 DJ2292_MAGNETIC: N = NO MAGNETIC MATERIAL
 DJ2292_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DJ2292_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DJ2292+SATELLITE: SATELLITE OBSERVATIONS - April 04, 2012
 DJ2292
 DJ2292  HISTORY     - Date     Condition        Report By
 DJ2292  HISTORY     - 19881006 MONUMENTED       MNDT
 DJ2292  HISTORY     - 20120404 GOOD             MNDT
 DJ2292
 DJ2292                          STATION DESCRIPTION
 DJ2292
 DJ2292'DESCRIBED BY MN DEPT OF TRANSP 1988 (EGS)
 DJ2292'THE MARK IS LOCATED IN THE CITY OF ST LOUIS PARK, 0.4 MILE WEST ALONG
 DJ2292'INTERSTATE HIGHWAY 394 AND TRUNK HIGHWAY 12 FROM THEIR JUNCTION WITH
 DJ2292'TRUNK HIGHWAY 100 TO VERNON AVENUE, THEN SOUTH ON VERNON AVENUE FOR
 DJ2292'O.1 MILE TO THE SOUTH FRONTAGE ROAD, THEN WEST ALONG THE SOUTH
 DJ2292'FRONTAGE ROAD FOR 0.4 MILE TO THE MINNEAPOLIS, NORTHFIELD AND SOUTHERN
 DJ2292'RAILROAD, THEN SOUTH ALONG THE RAILROAD FOR 0.1 MILE AND IN THE SOUTH
 DJ2292'1/2 OF SECTION 4, T117N, R21W.  THE MARK, A BOLT (UNSTAMPED), IS THE
 DJ2292'TOP OF THE NORTHWEST BOLT (WITH CHISELED X) IN THE CONCRETE BASE FOR
 DJ2292'ELECTRIC TRANSMISSION TOWER NUMBER 7.
 DJ2292
 DJ2292                          STATION RECOVERY (2012)
 DJ2292
 DJ2292'RECOVERY NOTE BY MN DEPT OF TRANSP 2012 (KMS)
 DJ2292'IN SAINT LOUIS PARK, 0.4 MI (0.6 KM) WEST ALONG SOUTH FRONTAGE ROAD OF
 DJ2292'INTERSTATE HIGHWAY 394 FROM VERNON AVENUE TO RAILROAD TRACK CROSSING,
 DJ2292'0.1 MI (0.2 KM) SOUTH-SOUTHWEST, STATION IS CHISELED X ON NORTHWEST
 DJ2292'BOLT IN CONCRETE BASE OF ELECTRICAL TRANSMISSION TOWER 7.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DJ2293 ***********************************************************************
 DJ2293  DESIGNATION -  2789 Q
 DJ2293  PID         -  DJ2293
 DJ2293  STATE/COUNTY-  MN/HENNEPIN
 DJ2293  COUNTRY     -  US
 DJ2293  USGS QUAD   -  MINNEAPOLIS SOUTH (2019)
 DJ2293
 DJ2293                         *CURRENT SURVEY CONTROL
 DJ2293  ______________________________________________________________________
 DJ2293* NAD 83(1986) POSITION- 44 58 13.72   (N) 093 21 38.73   (W)   HD_HELD1
 DJ2293* NAVD 88 ORTHO HEIGHT -   270.420 (meters)      887.20  (feet) ADJUSTED
 DJ2293  ______________________________________________________________________
 DJ2293  GEOID HEIGHT    -        -27.019 (meters)                     GEOID18
 DJ2293  DYNAMIC HEIGHT  -        270.415 (meters)      887.19  (feet) COMP
 DJ2293  MODELED GRAVITY -    980,589.3   (mgal)                       NAVD 88
 DJ2293
 DJ2293  VERT ORDER      -  SECOND    CLASS I
 DJ2293
 DJ2293.The horizontal coordinates were determined by differentially corrected
 DJ2293.hand held GPS observations or other comparable positioning techniques
 DJ2293.and have an estimated accuracy of +/- 3 meters.
 DJ2293
 DJ2293.The orthometric height was determined by differential leveling and
 DJ2293.adjusted by the NATIONAL GEODETIC SURVEY
 DJ2293.in May 2010.
 DJ2293
 DJ2293.Significant digits in the geoid height do not necessarily reflect accuracy.
 DJ2293.GEOID18 height accuracy estimate available here.
 DJ2293
 DJ2293.Click photographs - Photos may exist for this station.
 DJ2293
 DJ2293.The dynamic height is computed by dividing the NAVD 88
 DJ2293.geopotential number by the normal gravity value computed on the
 DJ2293.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ2293.degrees latitude (g = 980.6199 gals.).
 DJ2293
 DJ2293.The modeled gravity was interpolated from observed gravity values.
 DJ2293
 DJ2293;                    North         East    Units  Estimated Accuracy
 DJ2293;SPC MN S     -   319,143.2     850,425.3     MT  (+/- 3 meters HH1 GPS) 
 DJ2293
 DJ2293_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK7155279734(NAD 83)
 DJ2293
 DJ2293                          SUPERSEDED SURVEY CONTROL
 DJ2293
 DJ2293.No superseded survey control is available for this station.
 DJ2293
 DJ2293_MARKER: B = BOLT
 DJ2293_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DJ2293_SP_SET: CONCRETE FOOTING
 DJ2293_MARK LOGO: MNDT
 DJ2293_MAGNETIC: N = NO MAGNETIC MATERIAL
 DJ2293_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DJ2293_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DJ2293+SATELLITE: SATELLITE OBSERVATIONS - June 03, 2014
 DJ2293
 DJ2293  HISTORY     - Date     Condition        Report By
 DJ2293  HISTORY     - 19881006 MONUMENTED       MNDT
 DJ2293  HISTORY     - 20120404 GOOD             MNDT
 DJ2293  HISTORY     - 20140603 GOOD             MNDT
 DJ2293
 DJ2293                          STATION DESCRIPTION
 DJ2293
 DJ2293'DESCRIBED BY MN DEPT OF TRANSP 1988 (EGS)
 DJ2293'THE MARK IS LOCATED IN THE CITY OF ST LOUIS PARK, 0.4 MILE WEST ALONG
 DJ2293'INTERSTATE HIGHWAY 394 AND TRUNK HIGHWAY 12 FROM THEIR JUNCTION WITH
 DJ2293'TRUNK HIGHWAY 100 TO VERNON AVENUE, THEN SOUTH ON VERNON AVENUE FOR
 DJ2293'O.1 MILE TO THE SOUTH FRONTAGE ROAD, THEN WEST ALONG THE SOUTH
 DJ2293'FRONTAGE ROAD FOR 0.7 MILE TO 6401 WAYZATA BOULEVARD.  THE MARK, A
 DJ2293'SIGN BOLT (UNSTAMPED), IS THE TOP OF THE NORTH BOLT (WITH CHISELED X)
 DJ2293'IN THE CONCRETE BASE OF A COMMERCIAL CANTILEVER BILLBOARD SIGN IN
 DJ2293'FRONT OF 6401 WAYZATA BOULEVARD.
 DJ2293
 DJ2293                          STATION RECOVERY (2012)
 DJ2293
 DJ2293'RECOVERY NOTE BY MN DEPT OF TRANSP 2012 (KMS)
 DJ2293'IN SAINT LOUIS PARK, 0.7 MI (1.1 KM) WEST OF VERNON AVENUE ALONG SOUTH
 DJ2293'FRONTAGE ROAD OF INTERSTATE HIGHWAY 394, 66.8 FT (20.4 M) WEST OF
 DJ2293'DAKOTA AVENUE SOUTH, 41.5 FT (12.6 M) SOUTH OF WAYZATA BOULEVARD,
 DJ2293'STATION IS CHISELED X ON NORTH BOLT IN CONCRETE BASE OF BILLBOARD SIGN
 DJ2293'IN FRONT OF 6401 WAYZATA BOULEVARD.
 DJ2293
 DJ2293                          STATION RECOVERY (2014)
 DJ2293
 DJ2293'RECOVERY NOTE BY MN DEPT OF TRANSP 2014 (JAM)
 DJ2293'THE STATION IS LOCATED ABOUT 9.4 MI (15.1 KM) EAST-SOUTHEAST OF HAMEL,
 DJ2293'5.9 MI (9.5 KM) EAST-NORTHEAST OF HOPKINS AND 4.8 MI (7.7 KM) WEST OF
 DJ2293'MINNEAPOLIS.
 DJ2293'
 DJ2293'TO REACH THE MARK GO 0.7 MI (1.1 KM) WEST OF VERNON AVENUE ALONG SOUTH
 DJ2293'FRONTAGE ROAD OF INTERSTATE HIGHWAY 394.
 DJ2293'
 DJ2293'THE MARK IS LOCATED 66.8 FT (20.4 M) WEST OF DAKOTA AVENUE SOUTH, 41.5
 DJ2293'FT (12.6 M) SOUTH OF WAYZATA BOULEVARD, STATION IS CHISELED X ON NORTH
 DJ2293'BOLT IN CONCRETE BASE OF BILLBOARD SIGN IN FRONT OF 6401 WAYZATA
 DJ2293'BOULEVARD.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DJ2294 ***********************************************************************
 DJ2294  DESIGNATION -  2789 S
 DJ2294  PID         -  DJ2294
 DJ2294  STATE/COUNTY-  MN/HENNEPIN
 DJ2294  COUNTRY     -  US
 DJ2294  USGS QUAD   -  HOPKINS (2019)
 DJ2294
 DJ2294                         *CURRENT SURVEY CONTROL
 DJ2294  ______________________________________________________________________
 DJ2294* NAD 83(1986) POSITION- 44 58 27.76   (N) 093 23 26.29   (W)   HD_HELD1
 DJ2294* NAVD 88 ORTHO HEIGHT -   280.638 (meters)      920.73  (feet) ADJUSTED
 DJ2294  ______________________________________________________________________
 DJ2294  GEOID HEIGHT    -        -26.984 (meters)                     GEOID18
 DJ2294  DYNAMIC HEIGHT  -        280.634 (meters)      920.71  (feet) COMP
 DJ2294  MODELED GRAVITY -    980,592.6   (mgal)                       NAVD 88
 DJ2294
 DJ2294  VERT ORDER      -  SECOND    CLASS I
 DJ2294
 DJ2294.The horizontal coordinates were determined by differentially corrected
 DJ2294.hand held GPS observations or other comparable positioning techniques
 DJ2294.and have an estimated accuracy of +/- 3 meters.
 DJ2294
 DJ2294.The orthometric height was determined by differential leveling and
 DJ2294.adjusted by the NATIONAL GEODETIC SURVEY
 DJ2294.in May 2010.
 DJ2294
 DJ2294.Significant digits in the geoid height do not necessarily reflect accuracy.
 DJ2294.GEOID18 height accuracy estimate available here.
 DJ2294
 DJ2294.Click photographs - Photos may exist for this station.
 DJ2294
 DJ2294.The dynamic height is computed by dividing the NAVD 88
 DJ2294.geopotential number by the normal gravity value computed on the
 DJ2294.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ2294.degrees latitude (g = 980.6199 gals.).
 DJ2294
 DJ2294.The modeled gravity was interpolated from observed gravity values.
 DJ2294
 DJ2294;                    North         East    Units  Estimated Accuracy
 DJ2294;SPC MN S     -   319,558.6     848,065.3     MT  (+/- 3 meters HH1 GPS) 
 DJ2294
 DJ2294_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK6919880178(NAD 83)
 DJ2294
 DJ2294                          SUPERSEDED SURVEY CONTROL
 DJ2294
 DJ2294.No superseded survey control is available for this station.
 DJ2294
 DJ2294_MARKER: DV = VERTICAL CONTROL DISK
 DJ2294_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DJ2294_SP_SET: BRIDGE RETAINING WALL
 DJ2294_STAMPING: 2789 S 1988
 DJ2294_MARK LOGO: MNDT
 DJ2294_MAGNETIC: N = NO MAGNETIC MATERIAL
 DJ2294_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DJ2294_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DJ2294+SATELLITE: SATELLITE OBSERVATIONS - November 08, 2011
 DJ2294
 DJ2294  HISTORY     - Date     Condition        Report By
 DJ2294  HISTORY     - 1988     MONUMENTED       MNDT
 DJ2294  HISTORY     - 19930506 GOOD             MNDT
 DJ2294  HISTORY     - 20111108 GOOD             MNDT
 DJ2294
 DJ2294                          STATION DESCRIPTION
 DJ2294
 DJ2294'DESCRIBED BY MN DEPT OF TRANSP 1988 (EGS)
 DJ2294'THE MARK IS LOCATED 2.6 MILES WEST ALONG TRUNK HIGHWAY 12 AND
 DJ2294'INTERSTATE HIGHWAY 494 FROM THEIR JUNCTION WITH TRUNK HIGHWAY 100, 3.4
 DJ2294'MILES EAST ALONG TRUNK HIGHWAY 12 AND INTERSTATE HIGHWAY 394 FROM
 DJ2294'THEIR JUNCTION WITH INTERSTATE HIGHWAY 494, AT THE NORTHEAST CORNER OF
 DJ2294'BRIDGE NUMBER 27743 (HIGHWAY 12 AND INTERSTATE 394 OVER BOONE AVENUE)
 DJ2294'AND IN THE NW 1/4 OF SECTION 6, T117N, R21W.  THE MARK, A STANDARD
 DJ2294'MNDT ALUMINUM VERTICAL CONTROL MONUMENT DISK STAMPED---2789 S 1988---,
 DJ2294'IS SET IN THE TOP OF A POURED CONCRETE RETAINING WALL AT THE NORTHEAST
 DJ2294'CORNER OF THE BRIDGE.
 DJ2294
 DJ2294                          STATION RECOVERY (1993)
 DJ2294
 DJ2294'RECOVERY NOTE BY MN DEPT OF TRANSP 1993 (WAS)
 DJ2294'MARK RECOVERED AS FORMERLY DESCRIBED.
 DJ2294
 DJ2294                          STATION RECOVERY (2011)
 DJ2294
 DJ2294'RECOVERY NOTE BY MN DEPT OF TRANSP 2011 (PJG)
 DJ2294'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DJ2295 ***********************************************************************
 DJ2295  DESIGNATION -  2789 T
 DJ2295  PID         -  DJ2295
 DJ2295  STATE/COUNTY-  MN/HENNEPIN
 DJ2295  COUNTRY     -  US
 DJ2295  USGS QUAD   -  HOPKINS (2019)
 DJ2295
 DJ2295                         *CURRENT SURVEY CONTROL
 DJ2295  ______________________________________________________________________
 DJ2295* NAD 83(1986) POSITION- 44 58 44.4    (N) 093 24 00.8    (W)   HD_HELD2
 DJ2295* NAVD 88 ORTHO HEIGHT -   277.549 (meters)      910.59  (feet) ADJUSTED
 DJ2295  ______________________________________________________________________
 DJ2295  GEOID HEIGHT    -        -26.980 (meters)                     GEOID18
 DJ2295  DYNAMIC HEIGHT  -        277.545 (meters)      910.58  (feet) COMP
 DJ2295  MODELED GRAVITY -    980,594.0   (mgal)                       NAVD 88
 DJ2295
 DJ2295  VERT ORDER      -  SECOND    CLASS I
 DJ2295
 DJ2295.The horizontal coordinates were established by autonomous hand held GPS
 DJ2295.observations and have an estimated accuracy of +/- 10 meters.
 DJ2295
 DJ2295.The orthometric height was determined by differential leveling and
 DJ2295.adjusted by the NATIONAL GEODETIC SURVEY
 DJ2295.in May 2010.
 DJ2295
 DJ2295.Significant digits in the geoid height do not necessarily reflect accuracy.
 DJ2295.GEOID18 height accuracy estimate available here.
 DJ2295
 DJ2295.Click photographs - Photos may exist for this station.
 DJ2295
 DJ2295.The dynamic height is computed by dividing the NAVD 88
 DJ2295.geopotential number by the normal gravity value computed on the
 DJ2295.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ2295.degrees latitude (g = 980.6199 gals.).
 DJ2295
 DJ2295.The modeled gravity was interpolated from observed gravity values.
 DJ2295
 DJ2295;                    North         East    Units  Estimated Accuracy
 DJ2295;SPC MN S     -   320,067.      847,305.      MT  (+/- 10 meters HH2 GPS)
 DJ2295
 DJ2295_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK6844480695(NAD 83)
 DJ2295
 DJ2295                          SUPERSEDED SURVEY CONTROL
 DJ2295
 DJ2295.No superseded survey control is available for this station.
 DJ2295
 DJ2295_MARKER: DB = BENCH MARK DISK
 DJ2295_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DJ2295_SP_SET: ABUTMENT
 DJ2295_STAMPING: 2789 T 1988
 DJ2295_MARK LOGO: MNHD
 DJ2295_MAGNETIC: N = NO MAGNETIC MATERIAL
 DJ2295_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DJ2295_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DJ2295+SATELLITE: SATELLITE OBSERVATIONS - November 08, 2011
 DJ2295
 DJ2295  HISTORY     - Date     Condition        Report By
 DJ2295  HISTORY     - 19881006 MONUMENTED       MNHD
 DJ2295  HISTORY     - 19940505 GOOD             MNDT
 DJ2295  HISTORY     - 20111108 GOOD             MNDT
 DJ2295
 DJ2295                          STATION DESCRIPTION
 DJ2295
 DJ2295'DESCRIBED BY MN HIGHWAY DEPT 1988 (EGS)
 DJ2295'THE MARK IS LOCATED 2.9 MILES EAST ALONG TRUNK HIGHWAY 12 AND
 DJ2295'INTERSTATE HIGHWAY 394 FROM THEIR JUNCTION WITH INTERSTATE HIGHWAY 494
 DJ2295'TO COUNTY ROAD 18, THEN NORTH ALONG COUNTY ROAD 18 FOR 0.5 MILE TO
 DJ2295'BETTY CROCKER DRIVE AND IN THE SW 1/4 OF SECTION 31, T118N, R21W.  THE
 DJ2295'MARK, A STANDARD MNDT ALUMINUM VERTICAL CONTROL MONUMENT DISK
 DJ2295'STAMPED---2789 T 1988---, IS SET IN THE TOP OF THE WINGWALL AT THE
 DJ2295'SOUTHEAST CORNER OF BRIDGE NUMBER 27526 (BETTY CROCKER DRIVE OVER
 DJ2295'COUNTY ROAD 18).
 DJ2295
 DJ2295                          STATION RECOVERY (1994)
 DJ2295
 DJ2295'RECOVERY NOTE BY MN DEPT OF TRANSP 1994 (WAS)
 DJ2295'MARK RECOVERED AS FORMERLY DESCRIBED.
 DJ2295
 DJ2295                          STATION RECOVERY (2011)
 DJ2295
 DJ2295'RECOVERY NOTE BY MN DEPT OF TRANSP 2011 (JRB)
 DJ2295'THE MARK IS LOCATED ABOUT 12.0 KM (7.5 MI) SOUTHEAST OF HAMEL, 10.8 KM
 DJ2295'(6.7 MI) WEST OF MINNEAPOLIS AND 7.8 KM (4.8 MI) NORTHEAST OF HOPKINS.
 DJ2295'IN GOLDEN VALLEY, 2.3 MI (3.7 KM) EAST ALONG INTERSTATE HIGHWAY 394
 DJ2295'FROM THE JUNCTION OF TRUNK HIGHWAY 100 AND INTERSTATE HIGHWAY 394,
 DJ2295'THEN 0.5 MI (0.8 KM) NORTH ALONG TRUNK HIGHWAY 169 (OLD COUNTY ROAD
 DJ2295'18), IN SOUTHEAST CORNER OF BETTY CROCKER DRIVE BRIDGE NUMBER 27526
 DJ2295'OVER TRUNK HIGHWAY 169.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DJ2296 ***********************************************************************
 DJ2296  DESIGNATION -  2789 U
 DJ2296  PID         -  DJ2296
 DJ2296  STATE/COUNTY-  MN/HENNEPIN
 DJ2296  COUNTRY     -  US
 DJ2296  USGS QUAD   -  HOPKINS (2019)
 DJ2296
 DJ2296                         *CURRENT SURVEY CONTROL
 DJ2296  ______________________________________________________________________
 DJ2296* NAD 83(1986) POSITION- 44 58 46.14   (N) 093 24 01.30   (W)   HD_HELD1
 DJ2296* NAVD 88 ORTHO HEIGHT -   271.326 (meters)      890.18  (feet) ADJUSTED
 DJ2296  ______________________________________________________________________
 DJ2296  GEOID HEIGHT    -        -26.980 (meters)                     GEOID18
 DJ2296  DYNAMIC HEIGHT  -        271.322 (meters)      890.16  (feet) COMP
 DJ2296  MODELED GRAVITY -    980,594.1   (mgal)                       NAVD 88
 DJ2296
 DJ2296  VERT ORDER      -  SECOND    CLASS I
 DJ2296
 DJ2296.The horizontal coordinates were determined by differentially corrected
 DJ2296.hand held GPS observations or other comparable positioning techniques
 DJ2296.and have an estimated accuracy of +/- 3 meters.
 DJ2296
 DJ2296.The orthometric height was determined by differential leveling and
 DJ2296.adjusted by the NATIONAL GEODETIC SURVEY
 DJ2296.in September 2013.
 DJ2296
 DJ2296.Significant digits in the geoid height do not necessarily reflect accuracy.
 DJ2296.GEOID18 height accuracy estimate available here.
 DJ2296
 DJ2296.Click photographs - Photos may exist for this station.
 DJ2296
 DJ2296.The dynamic height is computed by dividing the NAVD 88
 DJ2296.geopotential number by the normal gravity value computed on the
 DJ2296.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ2296.degrees latitude (g = 980.6199 gals.).
 DJ2296
 DJ2296.The modeled gravity was interpolated from observed gravity values.
 DJ2296
 DJ2296;                    North         East    Units  Estimated Accuracy
 DJ2296;SPC MN S     -   320,120.3     847,294.0     MT  (+/- 3 meters HH1 GPS) 
 DJ2296
 DJ2296_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK6843480749(NAD 83)
 DJ2296
 DJ2296                          SUPERSEDED SURVEY CONTROL
 DJ2296
 DJ2296  NAVD 88 (05/05/10)  271.330  (m)          890.19   (f) SUPERSEDED  2 1
 DJ2296
 DJ2296.Superseded values are not recommended for survey control.
 DJ2296
 DJ2296.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ2296.See file dsdata.pdf to determine how the superseded data were derived.
 DJ2296
 DJ2296_MARKER: DB = BENCH MARK DISK
 DJ2296_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 DJ2296_SP_SET: BOX CULVERT HEADWALL
 DJ2296_STAMPING: 2789 U 1988
 DJ2296_MARK LOGO: MNHD
 DJ2296_MAGNETIC: N = NO MAGNETIC MATERIAL
 DJ2296_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DJ2296+STABILITY: SURFACE MOTION
 DJ2296_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DJ2296+SATELLITE: SATELLITE OBSERVATIONS - November 08, 2011
 DJ2296
 DJ2296  HISTORY     - Date     Condition        Report By
 DJ2296  HISTORY     - 19881006 MONUMENTED       MNHD
 DJ2296  HISTORY     - 19941121 GOOD             MNDT
 DJ2296  HISTORY     - 20111108 GOOD             MNDT
 DJ2296
 DJ2296                          STATION DESCRIPTION
 DJ2296
 DJ2296'DESCRIBED BY MN HIGHWAY DEPT 1988 (EGS)
 DJ2296'THE MARK IS LOCATED 2.9 MILES EAST ALONG TRUNK HIGHWAY 12 AND
 DJ2296'INTERSTATE HIGHWAY 394 FROM THEIR JUNCTION WITH INTERSTATE HIGHWAY 494
 DJ2296'TO COUNTY ROAD 18, THEN NORTH ALONG COUNTY ROAD 18 FOR 0.5 MILE TO
 DJ2296'BASSETT CREEK AND IN THE SW 1/4 OF SECTION 31, T118N, R21W.  THE MARK,
 DJ2296'A STANDARD MNDT ALUMINUM VERTICAL CONTROL MONUMENT DISK STAMPED---2789
 DJ2296'U 1988---, IS SET IN THE TOP OF THE WINGWALL AT THE SOUTHEAST CORNER
 DJ2296'OF BOX CULVERT NUMBER 91112 (COUNTY ROAD 18 OVER BASSETT CREEK).
 DJ2296
 DJ2296                          STATION RECOVERY (1994)
 DJ2296
 DJ2296'RECOVERY NOTE BY MN DEPT OF TRANSP 1994 (WAS)
 DJ2296'MARK RECOVERED AS FORMERLY DESCRIBED.
 DJ2296
 DJ2296                          STATION RECOVERY (2011)
 DJ2296
 DJ2296'RECOVERY NOTE BY MN DEPT OF TRANSP 2011 (JRB)
 DJ2296'THE MARK IS LOCATED ABOUT 12.0 KM (7.5 MI) SOUTHEAST OF HAMEL, 10.8 KM
 DJ2296'(6.7 MI) WEST OF MINNEAPOLIS AND 7.8 KM (4.8 MI) NORTHEAST OF HOPKINS.
 DJ2296'IN GOLDEN VALLEY, 0.4 MI (0.6 KM) NORTH ALONG TRUNK HIGHWAY 169 FROM
 DJ2296'THE JUNCTION OF TRUNK HIGHWAY 169 AND INTERSTATE HIGHWAY 394 (TRUNK
 DJ2296'HIGHWAY 12) IN MINNETONKA, IN SOUTHEAST CORNER OF BOX CULVERT NUMBER
 DJ2296'91112 OVER BASSETT CREEK.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DJ2298 ***********************************************************************
 DJ2298  DESIGNATION -  2789 V
 DJ2298  PID         -  DJ2298
 DJ2298  STATE/COUNTY-  MN/HENNEPIN
 DJ2298  COUNTRY     -  US
 DJ2298  USGS QUAD   -  HOPKINS (2019)
 DJ2298
 DJ2298                         *CURRENT SURVEY CONTROL
 DJ2298  ______________________________________________________________________
 DJ2298* NAD 83(1986) POSITION- 44 58 21.89   (N) 093 24 32.64   (W)   HD_HELD1
 DJ2298* NAVD 88 ORTHO HEIGHT -   282.640 (meters)      927.29  (feet) ADJUSTED
 DJ2298  ______________________________________________________________________
 DJ2298  GEOID HEIGHT    -        -26.963 (meters)                     GEOID18
 DJ2298  DYNAMIC HEIGHT  -        282.636 (meters)      927.28  (feet) COMP
 DJ2298  MODELED GRAVITY -    980,594.1   (mgal)                       NAVD 88
 DJ2298
 DJ2298  VERT ORDER      -  SECOND    CLASS I
 DJ2298
 DJ2298.The horizontal coordinates were determined by differentially corrected
 DJ2298.hand held GPS observations or other comparable positioning techniques
 DJ2298.and have an estimated accuracy of +/- 3 meters.
 DJ2298
 DJ2298.The orthometric height was determined by differential leveling and
 DJ2298.adjusted by the NATIONAL GEODETIC SURVEY
 DJ2298.in May 2010.
 DJ2298
 DJ2298.Significant digits in the geoid height do not necessarily reflect accuracy.
 DJ2298.GEOID18 height accuracy estimate available here.
 DJ2298
 DJ2298.Click photographs - Photos may exist for this station.
 DJ2298
 DJ2298.The dynamic height is computed by dividing the NAVD 88
 DJ2298.geopotential number by the normal gravity value computed on the
 DJ2298.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ2298.degrees latitude (g = 980.6199 gals.).
 DJ2298
 DJ2298.The modeled gravity was interpolated from observed gravity values.
 DJ2298
 DJ2298;                    North         East    Units  Estimated Accuracy
 DJ2298;SPC MN S     -   319,366.7     846,612.8     MT  (+/- 3 meters HH1 GPS) 
 DJ2298
 DJ2298_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK6774480004(NAD 83)
 DJ2298
 DJ2298                          SUPERSEDED SURVEY CONTROL
 DJ2298
 DJ2298.No superseded survey control is available for this station.
 DJ2298
 DJ2298_MARKER: DV = VERTICAL CONTROL DISK
 DJ2298_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DJ2298_SP_SET: BRIDGE RAILING
 DJ2298_STAMPING: 2789 V 1988
 DJ2298_MARK LOGO: MNDT
 DJ2298_MAGNETIC: N = NO MAGNETIC MATERIAL
 DJ2298_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DJ2298_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DJ2298+SATELLITE: SATELLITE OBSERVATIONS - June 02, 2014
 DJ2298
 DJ2298  HISTORY     - Date     Condition        Report By
 DJ2298  HISTORY     - 19881006 MONUMENTED       MNDT
 DJ2298  HISTORY     - 19930505 GOOD             MNDT
 DJ2298  HISTORY     - 20140602 GOOD             MNDT
 DJ2298
 DJ2298                          STATION DESCRIPTION
 DJ2298
 DJ2298'DESCRIBED BY MN DEPT OF TRANSP 1988 (EGS)
 DJ2298'THE MARK IS LOCATED IN THE CITY OF MINNETONKA, 2.5 MILES EAST ALONG
 DJ2298'INTERSTATE HIGHWAY 394 AND TRUNK HIGHWAY 12 FROM THEIR JUNCTION WITH
 DJ2298'INTERSTATE HIGHWAY 494 AND IN THE NE 1/4 OF SECTION 1, T117N, R22W.
 DJ2298'THE MARK, A MNDT STANDARD ALUMINUM VERTICAL CONTROL MONUMENT DISK
 DJ2298'STAMPED---2789 V 1988---, IS SET IN THE TOP OF THE BRIDGE RAILING OVER
 DJ2298'THE ABUTMENT IN THE SOUTHWEST CORNER OF BRIDGE NUMBER 27738 (SHELARD
 DJ2298'PARKWAY OVER INTERSTATE HIGHWAY 394).
 DJ2298
 DJ2298                          STATION RECOVERY (1993)
 DJ2298
 DJ2298'RECOVERY NOTE BY MN DEPT OF TRANSP 1993 (WAS)
 DJ2298'RECOVERED AS DESCRIBED.
 DJ2298
 DJ2298                          STATION RECOVERY (2014)
 DJ2298
 DJ2298'RECOVERY NOTE BY MN DEPT OF TRANSP 2014 (MAS)
 DJ2298'IN MINNETONKA, IN BRIDGE RAILING AT SOUTHWEST CORNER OF SHELARD
 DJ2298'PARKWAY BRIDGE NUMBER 27738 OVER INTERSTATE HIGHWAY 394, 2.5 MI (4.0
 DJ2298'KM) EAST ALONG INTERSTATE HIGHWAY 394  FROM THE JUNCTION OF INTERSTATE
 DJ2298'HIGHWAY 394 AND INTERSTATE HIGHWAY 494, 35 FT (10.7 M) NORTH OF
 DJ2298'WAYZATA BOULEVARD, 30 FT (9.1 M) WEST OF SHELARD PARKWAY.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DJ2300 ***********************************************************************
 DJ2300  DESIGNATION -  2789 Y
 DJ2300  PID         -  DJ2300
 DJ2300  STATE/COUNTY-  MN/HENNEPIN
 DJ2300  COUNTRY     -  US
 DJ2300  USGS QUAD   -  HOPKINS (2019)
 DJ2300
 DJ2300                         *CURRENT SURVEY CONTROL
 DJ2300  ______________________________________________________________________
 DJ2300* NAD 83(1986) POSITION- 44 58 13.45   (N) 093 26 16.18   (W)   HD_HELD1
 DJ2300* NAVD 88 ORTHO HEIGHT -   292.865 (meters)      960.84  (feet) ADJUSTED
 DJ2300  ______________________________________________________________________
 DJ2300  GEOID HEIGHT    -        -26.935 (meters)                     GEOID18
 DJ2300  DYNAMIC HEIGHT  -        292.861 (meters)      960.83  (feet) COMP
 DJ2300  MODELED GRAVITY -    980,595.5   (mgal)                       NAVD 88
 DJ2300
 DJ2300  VERT ORDER      -  SECOND    CLASS I
 DJ2300
 DJ2300.The horizontal coordinates were determined by differentially corrected
 DJ2300.hand held GPS observations or other comparable positioning techniques
 DJ2300.and have an estimated accuracy of +/- 3 meters.
 DJ2300
 DJ2300.The orthometric height was determined by differential leveling and
 DJ2300.adjusted by the NATIONAL GEODETIC SURVEY
 DJ2300.in May 2010.
 DJ2300
 DJ2300.Significant digits in the geoid height do not necessarily reflect accuracy.
 DJ2300.GEOID18 height accuracy estimate available here.
 DJ2300
 DJ2300.Click photographs - Photos may exist for this station.
 DJ2300
 DJ2300.The dynamic height is computed by dividing the NAVD 88
 DJ2300.geopotential number by the normal gravity value computed on the
 DJ2300.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ2300.degrees latitude (g = 980.6199 gals.).
 DJ2300
 DJ2300.The modeled gravity was interpolated from observed gravity values.
 DJ2300
 DJ2300;                    North         East    Units  Estimated Accuracy
 DJ2300;SPC MN S     -   319,090.2     844,346.0     MT  (+/- 3 meters HH1 GPS) 
 DJ2300
 DJ2300_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK6547479755(NAD 83)
 DJ2300
 DJ2300                          SUPERSEDED SURVEY CONTROL
 DJ2300
 DJ2300.No superseded survey control is available for this station.
 DJ2300
 DJ2300_MARKER: DV = VERTICAL CONTROL DISK
 DJ2300_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DJ2300_SP_SET: FOOTING
 DJ2300_STAMPING: 2789 Y 1988
 DJ2300_MARK LOGO: MNDT
 DJ2300_MAGNETIC: N = NO MAGNETIC MATERIAL
 DJ2300_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DJ2300_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DJ2300+SATELLITE: SATELLITE OBSERVATIONS - June 02, 2014
 DJ2300
 DJ2300  HISTORY     - Date     Condition        Report By
 DJ2300  HISTORY     - 19881006 MONUMENTED       MNDT
 DJ2300  HISTORY     - 19930607 GOOD             MNDT
 DJ2300  HISTORY     - 20140602 GOOD             MNDT
 DJ2300
 DJ2300                          STATION DESCRIPTION
 DJ2300
 DJ2300'DESCRIBED BY MN DEPT OF TRANSP 1988 (EGS)
 DJ2300'THE MARK IS LOCATED IN THE CITY OF MINNETONKA, 1.1 MILES EAST ALONG
 DJ2300'INTERSTATE HIGHWAY 394 AND TRUNK HIGHWAY 12 FROM THEIR JUNCTION WITH
 DJ2300'INTERSTATE HIGHWAY 494 AND IN THE SW 1/4 OF SECTION 2, T117N, R22W.
 DJ2300'THE MARK IS 35 FEET SOUTH OF THE CENTERLINE OF THE SOUTH FRONTAGE
 DJ2300'ROAD.  THE MARK, A STANDARD MNDT ALUMINUM VERTICAL CONTROL MONUMENT
 DJ2300'DISK STAMPED---2789 Y 1988---, IS SET IN A DRILL HOLE IN THE NORTHWEST
 DJ2300'CORNER OF THE CONCRETE BASE OF THE RIDGEDALE CENTER SIGN.
 DJ2300
 DJ2300                          STATION RECOVERY (1993)
 DJ2300
 DJ2300'RECOVERY NOTE BY MN DEPT OF TRANSP 1993 (WAS)
 DJ2300'MARK RECOVERED AS FORMERLY DESCRIBED.
 DJ2300
 DJ2300                          STATION RECOVERY (2014)
 DJ2300
 DJ2300'RECOVERY NOTE BY MN DEPT OF TRANSP 2014 (MAS)
 DJ2300'THE STATION IS LOCATED ABOUT 7.8 MI (12.6 KM) NORTHEAST OF EXCELSIOR,
 DJ2300'6.5 MI (10.5 KM) SOUTHEAST OF HAMEL AND 3.4 MI (5.5 KM)
 DJ2300'NORTH-NORTHEAST OF HOPKINS.
 DJ2300'
 DJ2300'TO REACH THE MARK GO 0.24 MI (0.4 KM) WEST ALONG WAYZATA BOULEVARD
 DJ2300'FROM THE JUNCTION OF WAYZATA BOULEVARD AND RIDGE DALE DRIVE.
 DJ2300'
 DJ2300'THE MARK IS LOCATED 35.0 FT (10.7 M) SOUTH OF WAYZATA BOULEVARD, IN
 DJ2300'NORTHWEST CORNER OF CONCRETE BASE OF RIDGE DALE CENTER SIGN.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DJ2301 ***********************************************************************
 DJ2301  DESIGNATION -  2789 Z
 DJ2301  PID         -  DJ2301
 DJ2301  STATE/COUNTY-  MN/HENNEPIN
 DJ2301  COUNTRY     -  US
 DJ2301  USGS QUAD   -  HOPKINS (2019)
 DJ2301
 DJ2301                         *CURRENT SURVEY CONTROL
 DJ2301  ______________________________________________________________________
 DJ2301* NAD 83(1986) POSITION- 44 58 13.08   (N) 093 26 35.83   (W)   HD_HELD1
 DJ2301* NAVD 88 ORTHO HEIGHT -   294.689 (meters)      966.83  (feet) ADJUSTED
 DJ2301  ______________________________________________________________________
 DJ2301  GEOID HEIGHT    -        -26.931 (meters)                     GEOID18
 DJ2301  DYNAMIC HEIGHT  -        294.686 (meters)      966.82  (feet) COMP
 DJ2301  MODELED GRAVITY -    980,595.6   (mgal)                       NAVD 88
 DJ2301
 DJ2301  VERT ORDER      -  SECOND    CLASS I
 DJ2301
 DJ2301.The horizontal coordinates were determined by differentially corrected
 DJ2301.hand held GPS observations or other comparable positioning techniques
 DJ2301.and have an estimated accuracy of +/- 3 meters.
 DJ2301
 DJ2301.The orthometric height was determined by differential leveling and
 DJ2301.adjusted by the NATIONAL GEODETIC SURVEY
 DJ2301.in September 2016.
 DJ2301
 DJ2301.Significant digits in the geoid height do not necessarily reflect accuracy.
 DJ2301.GEOID18 height accuracy estimate available here.
 DJ2301
 DJ2301.Click photographs - Photos may exist for this station.
 DJ2301
 DJ2301.The dynamic height is computed by dividing the NAVD 88
 DJ2301.geopotential number by the normal gravity value computed on the
 DJ2301.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ2301.degrees latitude (g = 980.6199 gals.).
 DJ2301
 DJ2301.The modeled gravity was interpolated from observed gravity values.
 DJ2301
 DJ2301;                    North         East    Units  Estimated Accuracy
 DJ2301;SPC MN S     -   319,075.9     843,915.5     MT  (+/- 3 meters HH1 GPS) 
 DJ2301
 DJ2301_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK6504479746(NAD 83)
 DJ2301
 DJ2301                          SUPERSEDED SURVEY CONTROL
 DJ2301
 DJ2301  NAVD 88 (05/05/10)  294.693  (m)          966.84   (f) SUPERSEDED  2 1
 DJ2301
 DJ2301.Superseded values are not recommended for survey control.
 DJ2301
 DJ2301.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ2301.See file dsdata.pdf to determine how the superseded data were derived.
 DJ2301
 DJ2301_MARKER: DV = VERTICAL CONTROL DISK
 DJ2301_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DJ2301_SP_SET: FOOTING
 DJ2301_STAMPING: 2789 Z 1988
 DJ2301_MARK LOGO: MNDT
 DJ2301_MAGNETIC: N = NO MAGNETIC MATERIAL
 DJ2301_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DJ2301_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DJ2301+SATELLITE: SATELLITE OBSERVATIONS - June 02, 2014
 DJ2301
 DJ2301  HISTORY     - Date     Condition        Report By
 DJ2301  HISTORY     - 19881006 MONUMENTED       MNDT
 DJ2301  HISTORY     - 19930505 GOOD             MNDT
 DJ2301  HISTORY     - 20140114 GOOD             MNDT
 DJ2301  HISTORY     - 20140602 GOOD             MNDT
 DJ2301
 DJ2301                          STATION DESCRIPTION
 DJ2301
 DJ2301'DESCRIBED BY MN DEPT OF TRANSP 1988 (EGS)
 DJ2301'THE MARK IS LOCATED IN THE CITY OF MINNETONKA, 0.8 MILE EAST ALONG
 DJ2301'INTERSTATE HIGHWAY 394 AND TRUNK HIGHWAY 12 FROM THEIR JUNCTION WITH
 DJ2301'INTERSTATE HIGHWAY 494, IN THE SOUTHEAST QUADRANT OF INTERSECTION OF
 DJ2301'INTERSTATE HIGHWAY 394 AND TRUNK HIGHWAY 12 AND COUNTY ROAD 61
 DJ2301'(PLYMOUTH ROAD) AND IN THE SE 1/4 OF SECTION 3, T117N, R22W.  THE
 DJ2301'MARK, A STANDARD MNDT ALUMINUM VERTICAL CONTROL MONUMENT DISK
 DJ2301'STAMPED---2789 Z 1988---, IS SET IN A DRILL HOLE IN THE CONCRETE
 DJ2301'FOOTING ON THE NORTHWEST SIDE OF OF THE WATER TOWER.
 DJ2301
 DJ2301                          STATION RECOVERY (1993)
 DJ2301
 DJ2301'RECOVERY NOTE BY MN DEPT OF TRANSP 1993 (WAS)
 DJ2301'RECOVERED AS DESCRIBED.
 DJ2301
 DJ2301                          STATION RECOVERY (2014)
 DJ2301
 DJ2301'RECOVERY NOTE BY MN DEPT OF TRANSP 2014 (FAD)
 DJ2301'THE STATION IS LOCATED ABOUT 7.6 MI (12.2 KM) NORTHEAST OF EXCELSIOR,
 DJ2301'6.3 MI (10.1 KM) SOUTHEAST OF HAMEL AND 3.3 MI (5.3 KM)
 DJ2301'NORTH-NORTHEAST OF HOPKINS.
 DJ2301'
 DJ2301'TO REACH THE MARK GO 0.8 MI (1.3 KM) EAST ALONG INTERSTATE HIGHWAY 394
 DJ2301'FROM THE JUNCTION OF INTERSTATE HIGHWAY 394 AND INTERSTATE HIGHWAY 49.
 DJ2301'THE MARK IS IN SOUTHEAST QUADRANT OF THE JUNCTION OF INTERSTATE
 DJ2301'HIGHWAY 394 AND COUNTY ROAD 61(PLYMOUTH ROAD), IN CONCRETE FOOTING ON
 DJ2301'NORTHWEST SIDE OF WATER TOWER.
 DJ2301
 DJ2301                          STATION RECOVERY (2014)
 DJ2301
 DJ2301'RECOVERY NOTE BY MN DEPT OF TRANSP 2014 (JAM)
 DJ2301'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 QO0992 ***********************************************************************
 QO0992  DESIGNATION -  279 3 CAP
 QO0992  PID         -  QO0992
 QO0992  STATE/COUNTY-  MN/WRIGHT
 QO0992  COUNTRY     -  US
 QO0992  USGS QUAD   -  MONTICELLO (2019)
 QO0992
 QO0992                         *CURRENT SURVEY CONTROL
 QO0992  ______________________________________________________________________
 QO0992* NAD 83(1986) POSITION- 45 18 09.99   (N) 093 46 59.42   (W)   HD_HELD1
 QO0992* NAVD 88 ORTHO HEIGHT -   284.884 (meters)      934.66  (feet) ADJUSTED
 QO0992  ______________________________________________________________________
 QO0992  GEOID HEIGHT    -        -27.863 (meters)                     GEOID18
 QO0992  DYNAMIC HEIGHT  -        284.868 (meters)      934.60  (feet) COMP
 QO0992  MODELED GRAVITY -    980,551.0   (mgal)                       NAVD 88
 QO0992
 QO0992  VERT ORDER      -  SECOND    CLASS I
 QO0992
 QO0992.The horizontal coordinates were determined by differentially corrected
 QO0992.hand held GPS observations or other comparable positioning techniques
 QO0992.and have an estimated accuracy of +/- 3 meters.
 QO0992
 QO0992.The orthometric height was determined by differential leveling and
 QO0992.adjusted by the NATIONAL GEODETIC SURVEY
 QO0992.in June 1991.
 QO0992
 QO0992.Significant digits in the geoid height do not necessarily reflect accuracy.
 QO0992.GEOID18 height accuracy estimate available here.
 QO0992
 QO0992.Click photographs - Photos may exist for this station.
 QO0992
 QO0992.The dynamic height is computed by dividing the NAVD 88
 QO0992.geopotential number by the normal gravity value computed on the
 QO0992.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QO0992.degrees latitude (g = 980.6199 gals.).
 QO0992
 QO0992.The modeled gravity was interpolated from observed gravity values.
 QO0992
 QO0992;                    North         East    Units  Estimated Accuracy
 QO0992;SPC MN S     -   355,897.7     817,006.2     MT  (+/- 3 meters HH1 GPS) 
 QO0992
 QO0992_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL3860016884(NAD 83)
 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
 QO0992.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QO0992.See file dsdata.pdf to determine how the superseded data were derived.
 QO0992
 QO0992_MARKER: DD = SURVEY DISK
 QO0992_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 QO0992_STAMPING: 1898 RESET 1956
 QO0992_MARK LOGO: MRC
 QO0992_PROJECTION: FLUSH
 QO0992_MAGNETIC: P = MARKER IS A STEEL PIPE
 QO0992_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QO0992_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 QO0992+SATELLITE: SATELLITE OBSERVATIONS - June 06, 2019
 QO0992
 QO0992  HISTORY     - Date     Condition        Report By
 QO0992  HISTORY     - 19560401 MONUMENTED       MRC
 QO0992  HISTORY     - 1967     GOOD             MNDT
 QO0992  HISTORY     - 1977     GOOD             MNDT
 QO0992  HISTORY     - 20080709 GOOD             MNDT
 QO0992  HISTORY     - 20090325 GOOD             MNDT
 QO0992  HISTORY     - 20110602 GOOD             MNDT
 QO0992  HISTORY     - 20110915 GOOD             GEOCAC
 QO0992  HISTORY     - 20190606 GOOD             MNDT
 QO0992
 QO0992                          STATION DESCRIPTION
 QO0992
 QO0992'DESCRIBED BY MN DEPT OF TRANSP 1967
 QO0992'AT MONTICELLO.  MARK IS A STANDARD IRON PIPE AND COPPER BOLT LEADED IN
 QO0992'TILE.  MARK IS LOCATED IN THE EASTERN PART OF MONTICELLO 130 METERS
 QO0992'BACK FROM THE OLD FERRY LANDING ON THE RIGHT BANK, BETWEEN FIRST
 QO0992'STREET AND BROADWAY.  53 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF
 QO0992'ATTACHED GARAGE, 150 FEET SOUTH OF THE CENTERLINE OF EAST RIVER
 QO0992'STREET, 30 FEET WEST OF THE CENTERLINE OF WASHINGTON STREET AND IRON
 QO0992'PIPE PROJECTING 3 INCHES ABOVE GROUND.  MARK IS LOCATED IN THE SE 1/4,
 QO0992'SECTION 11, T121N, R25W.
 QO0992
 QO0992                          STATION RECOVERY (1977)
 QO0992
 QO0992'RECOVERY NOTE BY MN DEPT OF TRANSP 1977
 QO0992'RECOVERED IN GOOD CONDITION.
 QO0992
 QO0992                          STATION RECOVERY (2008)
 QO0992
 QO0992'RECOVERY NOTE BY MN DEPT OF TRANSP 2008 (VWC)
 QO0992'THE MARK IS LOCATED ABOUT 8.6 MI (13.8 KM) NORTHWEST OF SAINT MICHAEL,
 QO0992'2.8 MI (4.5 KM) SOUTHWEST OF BIG LAKE AND 0.6 MI (1.0 KM)
 QO0992'EAST-SOUTHEAST OF MONTICELLO.
 QO0992'
 QO0992'TO REACH TO THE MARK, AT MONTICELLO GO 0.5 BLOCK NORTHEAST OF THE
 QO0992'JUNCTION OF COUNTY ROAD 75 (EAST BROADWAY) AND WASHINGTON STREET, 30
 QO0992'FT (9.1 M) NORTHEAST OF WASHINGTON STREET, 60.5 FT (18.4 M) NORTHEAST
 QO0992'OF THE NORTHEAST CORNER OF HOUSE 105 WASHINGTON STREET, 52.6 FT (16.0
 QO0992'M) SOUTHEAST OF THE SOUTHEAST CORNER OF ATTACHED GARAGE OF ADJACENT
 QO0992'HOUSE.
 QO0992
 QO0992                          STATION RECOVERY (2009)
 QO0992
 QO0992'RECOVERY NOTE BY MN DEPT OF TRANSP 2009 (JBG)
 QO0992'RECOVERED AS DESCRIBED.
 QO0992
 QO0992                          STATION RECOVERY (2011)
 QO0992
 QO0992'RECOVERY NOTE BY MN DEPT OF TRANSP 2011 (MAS)
 QO0992'THE MARK IS IN MONTICELLO.
 QO0992'
 QO0992'TO REACH THE MARK GO 0.5 MI (0.8 KM) SOUTHEAST ALONG COUNTY ROAD 75
 QO0992'(BROADWAY STREET) FROM THE JUNCTION OF COUNTY ROAD 75 AND TRUNK
 QO0992'HIGHWAY 25 IN MONTICELLO, THEN 0.5 BLOCK NORTH ALONG WASHINGTON
 QO0992'STREET.
 QO0992'
 QO0992'LOCATED 148.8 FT (45.4 M) SOUTH OF EAST RIVER STREET, 30 FT (9.1 M)
 QO0992'NORTHWEST OF WASHINGTON STREET, 60.5 FT (18.4 M) NORTHEAST OF THE
 QO0992'NORTHEAST CORNER OF HOUSE AT 105 WASHINGTON STREET, 52.6 FT (16.0 M)
 QO0992'SOUTHEAST OF THE SOUTHEAST CORNER OF ATTACHED GARAGE OF ADJACENT
 QO0992'HOUSE.
 QO0992
 QO0992                          STATION RECOVERY (2011)
 QO0992
 QO0992'RECOVERY NOTE BY GEOCACHING 2011 (LPC)
 QO0992'RECOVERED IN GOOD CONDITION.
 QO0992
 QO0992                          STATION RECOVERY (2019)
 QO0992
 QO0992'RECOVERY NOTE BY MN DEPT OF TRANSP 2019 (KDJ)
 QO0992'IN MONTICELLO, 0.5 MI (0.8 KM) SOUTHEAST ALONG COUNTY ROAD 75
 QO0992'(BROADWAY STREET) FROM THE JUNCTION OF COUNTY ROAD 75 AND TRUNK
 QO0992'HIGHWAY 25 IN MONTICELLO, THEN 0.5 BLOCK NORTH ALONG WASHINGTON
 QO0992'STREET, 148.8 FT (45.4 M) SOUTH OF EAST RIVER STREET, 30.0 FT (9.1 M)
 QO0992'NORTHWEST OF WASHINGTON STREET, 60.5 FT (18.4 M) NORTHEAST OF THE
 QO0992'NORTHEAST CORNER OF A HOUSE AT 105 WASHINGTON STREET, 52.6 FT (16.0 M)
 QO0992'SOUTHEAST OF THE SOUTHEAST CORNER OF AN ATTACHED GARAGE OF AN ADJACENT
 QO0992'HOUSE.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 QO0902 ***********************************************************************
 QO0902  DESIGNATION -  279/2 BOLT
 QO0902  PID         -  QO0902
 QO0902  STATE/COUNTY-  MN/SHERBURNE
 QO0902  COUNTRY     -  US
 QO0902  USGS QUAD   -  MONTICELLO (2019)
 QO0902
 QO0902                         *CURRENT SURVEY CONTROL
 QO0902  ______________________________________________________________________
 QO0902* NAD 83(1986) POSITION- 45 18 20.49   (N) 093 46 47.06   (W)   HD_HELD1
 QO0902* NAVD 88 ORTHO HEIGHT -   284.455 (meters)      933.25  (feet) ADJUSTED
 QO0902  ______________________________________________________________________
 QO0902  GEOID HEIGHT    -        -27.867 (meters)                     GEOID18
 QO0902  DYNAMIC HEIGHT  -        284.438 (meters)      933.19  (feet) COMP
 QO0902  MODELED GRAVITY -    980,551.1   (mgal)                       NAVD 88
 QO0902
 QO0902  VERT ORDER      -  SECOND    CLASS 0
 QO0902
 QO0902.The horizontal coordinates were determined by differentially corrected
 QO0902.hand held GPS observations or other comparable positioning techniques
 QO0902.and have an estimated accuracy of +/- 3 meters.
 QO0902
 QO0902.The orthometric height was determined by differential leveling and
 QO0902.adjusted by the NATIONAL GEODETIC SURVEY
 QO0902.in June 1991.
 QO0902
 QO0902.Significant digits in the geoid height do not necessarily reflect accuracy.
 QO0902.GEOID18 height accuracy estimate available here.
 QO0902
 QO0902.Click photographs - Photos may exist for this station.
 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     -   356,222.6     817,274.6     MT  (+/- 3 meters HH1 GPS) 
 QO0902
 QO0902_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL3887217205(NAD 83)
 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
 QO0902.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QO0902.See file dsdata.pdf to determine how the superseded data were derived.
 QO0902
 QO0902_MARKER: B = BOLT
 QO0902_SETTING: 21 = SET IN CONCRETE IN A CLAY TILE PIPE
 QO0902_PROJECTION: RECESSED 122 CENTIMETERS
 QO0902_MAGNETIC: O = OTHER; SEE DESCRIPTION
 QO0902_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QO0902_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 QO0902+SATELLITE: SATELLITE OBSERVATIONS - June 25, 2018
 QO0902
 QO0902  HISTORY     - Date     Condition        Report By
 QO0902  HISTORY     - 1898     MONUMENTED       MRC
 QO0902  HISTORY     - 1970     GOOD             NGS
 QO0902  HISTORY     - 20110915 GOOD             GEOCAC
 QO0902  HISTORY     - 20180625 GOOD             MNDT
 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, T33N, R28W.
 QO0902
 QO0902                          STATION RECOVERY (2011)
 QO0902
 QO0902'RECOVERY NOTE BY GEOCACHING 2011 (LPC)
 QO0902'RECOVERED IN GOOD CONDITION.
 QO0902
 QO0902                          STATION RECOVERY (2018)
 QO0902
 QO0902'RECOVERY NOTE BY MN DEPT OF TRANSP 2018 (MAS)
 QO0902'0.76 MI (1.22 KM) EAST OF MONTICELLO, 0.6 MI (1.0 KM) SOUTHEAST ALONG
 QO0902'COUNTY ROAD 14 FROM THE JUNCTION OF TRUNK HIGHWAY 25 AND COUNTY ROAD
 QO0902'14 (THE JUNCTION IS 1.0 MI (1.6 KM) NORTH OF MONTICELLO), 30.0 FT
 QO0902'(9.1 M) SOUTH OF COUNTY ROAD 14, 113.0 FT (34.4 M) NORTHWEST OF A
 QO0902'DRIVEWAY FIRE NUMBER 20011, 0.5 FT (15 CM) NORTHEAST OF A WITNESS
 QO0902'POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 QO0901 ***********************************************************************
 QO0901  DESIGNATION -  279/2 CAP
 QO0901  PID         -  QO0901
 QO0901  STATE/COUNTY-  MN/SHERBURNE
 QO0901  COUNTRY     -  US
 QO0901  USGS QUAD   -  MONTICELLO (2019)
 QO0901
 QO0901                         *CURRENT SURVEY CONTROL
 QO0901  ______________________________________________________________________
 QO0901* NAD 83(1986) POSITION- 45 18 20.49   (N) 093 46 47.06   (W)   HD_HELD1
 QO0901* NAVD 88 ORTHO HEIGHT -   285.659 (meters)      937.20  (feet) ADJUSTED
 QO0901  ______________________________________________________________________
 QO0901  GEOID HEIGHT    -        -27.867 (meters)                     GEOID18
 QO0901  DYNAMIC HEIGHT  -        285.643 (meters)      937.15  (feet) COMP
 QO0901  MODELED GRAVITY -    980,551.1   (mgal)                       NAVD 88
 QO0901
 QO0901  VERT ORDER      -  SECOND    CLASS I
 QO0901
 QO0901.The horizontal coordinates were determined by differentially corrected
 QO0901.hand held GPS observations or other comparable positioning techniques
 QO0901.and have an estimated accuracy of +/- 3 meters.
 QO0901
 QO0901.The orthometric height was determined by differential leveling and
 QO0901.adjusted by the NATIONAL GEODETIC SURVEY
 QO0901.in September 2013.
 QO0901
 QO0901.Significant digits in the geoid height do not necessarily reflect accuracy.
 QO0901.GEOID18 height accuracy estimate available here.
 QO0901
 QO0901.Click photographs - Photos may exist for this station.
 QO0901
 QO0901.The dynamic height is computed by dividing the NAVD 88
 QO0901.geopotential number by the normal gravity value computed on the
 QO0901.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QO0901.degrees latitude (g = 980.6199 gals.).
 QO0901
 QO0901.The modeled gravity was interpolated from observed gravity values.
 QO0901
 QO0901;                    North         East    Units  Estimated Accuracy
 QO0901;SPC MN S     -   356,222.6     817,274.6     MT  (+/- 3 meters HH1 GPS) 
 QO0901
 QO0901_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL3887217205(NAD 83)
 QO0901
 QO0901                          SUPERSEDED SURVEY CONTROL
 QO0901
 QO0901  NAVD 88 (06/15/91)  285.664  (m)          937.22   (f) SUPERSEDED  1 1
 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
 QO0901.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QO0901.See file dsdata.pdf to determine how the superseded data were derived.
 QO0901
 QO0901_MARKER: P = PIPE CAP
 QO0901_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 QO0901_MARK LOGO: MRC
 QO0901_PROJECTION: PROJECTING 36 CENTIMETERS
 QO0901_MAGNETIC: P = MARKER IS A STEEL PIPE
 QO0901_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QO0901_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 QO0901+SATELLITE: SATELLITE OBSERVATIONS - June 25, 2018
 QO0901
 QO0901  HISTORY     - Date     Condition        Report By
 QO0901  HISTORY     - 18980401 MONUMENTED       MRC
 QO0901  HISTORY     - 1970     GOOD             NGS
 QO0901  HISTORY     - 1977     GOOD             MNDT
 QO0901  HISTORY     - 20110601 GOOD             MNDT
 QO0901  HISTORY     - 20110915 MARK NOT FOUND   GEOCAC
 QO0901  HISTORY     - 20180625 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.
 QO0901
 QO0901                          STATION RECOVERY (2011)
 QO0901
 QO0901'RECOVERY NOTE BY MN DEPT OF TRANSP 2011 (MAS)
 QO0901'THE MARK IS 0.75 MI (1.2 KM) EAST OF MONTICELLO.
 QO0901'
 QO0901'TO REACH THE MARK GO 0.6 MI (1.0 KM) SOUTHEAST ON COUNTY ROAD 14 FROM
 QO0901'THE JUNCTION OF TRUNK HIGHWAY 25 AND COUNTY ROAD 14 (ON NORTHEAST SIDE
 QO0901'OF RIVER 0.25 MI (0.4 KM) NORTHEAST OF DOWNTOWN MONTICELLO).
 QO0901'
 QO0901'LOCATED 30.0 FT (9.1 M) SOUTH OF COUNTY ROAD 14, 115 FT (35.1 M)
 QO0901'SOUTHEAST OF DRIVEWAY NUMBER 20015, 115 FT (35.1 M) NORTHWEST OF
 QO0901'DRIVEWAY FIRE NUMBER 20011, 0.5 FT (15 CM) NORTHEAST OF THE WITNESS
 QO0901'POST.
 QO0901
 QO0901                          STATION RECOVERY (2011)
 QO0901
 QO0901'RECOVERY NOTE BY GEOCACHING 2011 (LPC)
 QO0901'MARK NOT FOUND.
 QO0901
 QO0901                          STATION RECOVERY (2018)
 QO0901
 QO0901'RECOVERY NOTE BY MN DEPT OF TRANSP 2018 (MAS)
 QO0901'0.75 MI (1.21 KM) EAST OF MONTICELLO, 0.6 MI (1.0 KM) SOUTHEAST ON
 QO0901'COUNTY ROAD 14 FROM THE JUNCTION OF TRUNK HIGHWAY 25 AND COUNTY ROAD
 QO0901'14 (THE JUNCTION IS 1.0 MI (1.6 KM) NORTH OF MONTICELLO), 30.0 FT (9.1
 QO0901'M) SOUTH OF COUNTY ROAD 14, 115.0 FT (35.1 M) SOUTHEAST OF A DRIVEWAY
 QO0901'NUMBER 20015, 115.0 FT (35.1 M) NORTHWEST OF A DRIVEWAY FIRE NUMBER
 QO0901'20011, 0.5 FT (15 CM) NORTHEAST OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 AH9865 ***********************************************************************
 AH9865  DESIGNATION -  28 CER
 AH9865  PID         -  AH9865
 AH9865  STATE/COUNTY-  MN/MAHNOMEN
 AH9865  COUNTRY     -  US
 AH9865  USGS QUAD   -  ROY LAKE (2019)
 AH9865
 AH9865                         *CURRENT SURVEY CONTROL
 AH9865  ______________________________________________________________________
 AH9865* NAD 83(1986) POSITION- 47 19 29.90   (N) 095 35 39.46   (W)   HD_HELD1
 AH9865* NAVD 88 ORTHO HEIGHT -   455.396 (meters)     1494.08  (feet) ADJUSTED
 AH9865  ______________________________________________________________________
 AH9865  GEOID HEIGHT    -        -27.350 (meters)                     GEOID18
 AH9865  DYNAMIC HEIGHT  -        455.432 (meters)     1494.20  (feet) COMP
 AH9865  MODELED GRAVITY -    980,678.4   (mgal)                       NAVD 88
 AH9865
 AH9865  VERT ORDER      -  SECOND    CLASS I
 AH9865
 AH9865.The horizontal coordinates were determined by differentially corrected
 AH9865.hand held GPS observations or other comparable positioning techniques
 AH9865.and have an estimated accuracy of +/- 3 meters.
 AH9865
 AH9865.The orthometric height was determined by differential leveling and
 AH9865.adjusted by the NATIONAL GEODETIC SURVEY
 AH9865.in August 2019.
 AH9865
 AH9865.Significant digits in the geoid height do not necessarily reflect accuracy.
 AH9865.GEOID18 height accuracy estimate available here.
 AH9865
 AH9865.Click photographs - Photos may exist for this station.
 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     -   194,756.8     611,490.9     MT  (+/- 3 meters HH1 GPS) 
 AH9865
 AH9865_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUN0397144542(NAD 83)
 AH9865
 AH9865                          SUPERSEDED SURVEY CONTROL
 AH9865
 AH9865  NAVD 88 (06/02/04)  455.408  (m)         1494.12   (f) SUPERSEDED  2 1
 AH9865
 AH9865.Superseded values are not recommended for survey control.
 AH9865
 AH9865.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH9865.See file dsdata.pdf to determine how the superseded data were derived.
 AH9865
 AH9865_MARKER: DD = SURVEY DISK
 AH9865_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 AH9865_STAMPING: 1493 28 CER 1967
 AH9865_MARK LOGO: USGS
 AH9865_PROJECTION: FLUSH
 AH9865_MAGNETIC: I = MARKER IS A STEEL ROD
 AH9865_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AH9865_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AH9865+SATELLITE: SATELLITE OBSERVATIONS - September 17, 2019
 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  HISTORY     - 20190917 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.
 AH9865
 AH9865                          STATION RECOVERY (2019)
 AH9865
 AH9865'RECOVERY NOTE BY MN DEPT OF TRANSP 2019 (KMS)
 AH9865'17.4 MI (28.0 KM) EAST OF MAHNOMEN, 17.4 MI (28.0 KM) EAST ALONG TRUNK
 AH9865'HIGHWAY 200 FROM THE JUNCTION OF TRUNK HIGHWAY 200 AND TRUNK HIGHWAY
 AH9865'59 IN MAHNOMEN, AT TRUNK HIGHWAY 200 MILE POINT 64.15, 54.0 FT (16.5
 AH9865'M) NORTH OF TRUNK HIGHWAY 200, 5.0 FT (1.5 M) EAST OF AN EXTENDED
 AH9865'BIA-25 ROAD, 4.0 FT (1.2 M) NORTHEAST OF A RIGHT-OF-WAY POST, 7.0 FT
 AH9865'(2.1 M) NORTHWEST OF TELEPHONE PEDESTAL 100-9, 3.5 FT (1.1 M) NORTH OF
 AH9865'A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DM4858 ***********************************************************************
 DM4858  DESIGNATION -  28 CWH
 DM4858  PID         -  DM4858
 DM4858  STATE/COUNTY-  MN/CASS
 DM4858  COUNTRY     -  US
 DM4858  USGS QUAD   -  GRAFF (2019)
 DM4858
 DM4858                         *CURRENT SURVEY CONTROL
 DM4858  ______________________________________________________________________
 DM4858* NAD 83(1986) POSITION- 46 36 58.6    (N) 094 33 47.1    (W)   HD_HELD2
 DM4858* NAVD 88 ORTHO HEIGHT -   445.364 (meters)     1461.17  (feet) ADJUSTED
 DM4858  ______________________________________________________________________
 DM4858  GEOID HEIGHT    -        -27.496 (meters)                     GEOID18
 DM4858  DYNAMIC HEIGHT  -        445.382 (meters)     1461.22  (feet) COMP
 DM4858  MODELED GRAVITY -    980,641.0   (mgal)                       NAVD 88
 DM4858
 DM4858  VERT ORDER      -  SECOND    CLASS I
 DM4858
 DM4858.The horizontal coordinates were established by autonomous hand held GPS
 DM4858.observations and have an estimated accuracy of +/- 10 meters.
 DM4858
 DM4858.The orthometric height was determined by differential leveling and
 DM4858.adjusted by the NATIONAL GEODETIC SURVEY
 DM4858.in February 2020.
 DM4858
 DM4858.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM4858.GEOID18 height accuracy estimate available here.
 DM4858
 DM4858.Click photographs - Photos may exist for this station.
 DM4858
 DM4858.The dynamic height is computed by dividing the NAVD 88
 DM4858.geopotential number by the normal gravity value computed on the
 DM4858.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM4858.degrees latitude (g = 980.6199 gals.).
 DM4858
 DM4858.The modeled gravity was interpolated from observed gravity values.
 DM4858
 DM4858;                    North         East    Units  Estimated Accuracy
 DM4858;SPC MN C     -   279,692.      776,020.      MT  (+/- 10 meters HH2 GPS)
 DM4858
 DM4858_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUM8031863710(NAD 83)
 DM4858
 DM4858                          SUPERSEDED SURVEY CONTROL
 DM4858
 DM4858  NAVD 88 (02/16/11)  445.373  (m)         1461.19   (f) SUPERSEDED  2 1
 DM4858
 DM4858.Superseded values are not recommended for survey control.
 DM4858
 DM4858.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DM4858.See file dsdata.pdf to determine how the superseded data were derived.
 DM4858
 DM4858_MARKER: DD = SURVEY DISK
 DM4858_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 DM4858_STAMPING: 28 CWH 1969
 DM4858_MARK LOGO: USGS
 DM4858_PROJECTION: FLUSH
 DM4858_MAGNETIC: I = MARKER IS A STEEL ROD
 DM4858_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DM4858_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DM4858+SATELLITE: SATELLITE OBSERVATIONS - May 09, 2023
 DM4858
 DM4858  HISTORY     - Date     Condition        Report By
 DM4858  HISTORY     - 19690401 MONUMENTED       USGS
 DM4858  HISTORY     - 20070404 GOOD             MNDT
 DM4858  HISTORY     - 20101103 GOOD             MNDT
 DM4858  HISTORY     - 20230509 GOOD             MNDT
 DM4858
 DM4858                          STATION DESCRIPTION
 DM4858
 DM4858'DESCRIBED BY MN DEPT OF TRANSP 2007 (WAS)
 DM4858'THE MARK IS 10.0 MILES SOUTH OF PINE RIVER, 7.1 MILES SOUTH AND WEST
 DM4858'ALONG COUNTY ROAD 1 FROM THE JUNCTION OF TRUNK HIGHWAY 371 AND COUNTY
 DM4858'ROAD 1 IN PINE RIVER, THENCE 6.15 MILES WEST ON COUNTY ROAD 28, THENCE
 DM4858'1.1 MILES SOUTH OF ALONG COUNTY ROAD 25, THENCE 0.05 MILE WEST ON 52ND
 DM4858'STREET SOUTHWEST, 2.0 FEET WEST OF POWER POLE, 2.0 FEET WEST OF
 DM4858'WITNESS POST EST, 2.0 FEET WEST OF POWER POLE, 2.0 FEET WEST OF
 DM4858'WITNESS POST EST, 2.0 FEET WEST OF POWER POLE, 2.0 FEET WEST OF
 DM4858'WITNESS POST.
 DM4858
 DM4858                          STATION RECOVERY (2010)
 DM4858
 DM4858'RECOVERY NOTE BY MN DEPT OF TRANSP 2010 (MPP)
 DM4858'10.25 MI (16.5 KM) SOUTHWEST OF PINE RIVER, 7.1 MI (11.4 KM) SOUTH AND
 DM4858'WEST ALONG COUNTY ROAD 1 FROM THE JUNCTION OF TRUNK HIGHWAY 371 AND
 DM4858'COUNTY ROAD 1 IN PINE RIVER, THEN 6.15 MI (9.9 KM) WEST ALONG COUNTY
 DM4858'ROAD 28, THEN 1.1 MI (1.8 KM) SOUTH ALONG COUNTY ROAD 25, THEN 0.05 MI
 DM4858'(0.1 KM) WEST ALONG 52ND STREET SOUTHWEST, 2.0 FT (0.6 M) WEST OF
 DM4858'POWER POLE, 2.0 FT (0.6 M) WEST OF A WITNESS POST.  MARK UNDER POWER
 DM4858'POLE TRANSFORMER.
 DM4858
 DM4858                          STATION RECOVERY (2023)
 DM4858
 DM4858'RECOVERY NOTE BY MN DEPT OF TRANSP 2023 (KMS)
 DM4858'10.25 MI (16.49 KM) SOUTHWEST OF PINE RIVER, 7.1 MI (11.4 KM) SOUTH
 DM4858'AND WEST ALONG COUNTY ROAD 1 FROM THE JUNCTION OF COUNTY ROAD 1 AND
 DM4858'TRUNK HIGHWAY 371 IN PINE RIVER, THEN 6.15 MI (9.90 KM) WEST ON COUNTY
 DM4858'ROAD 28, THEN 1.15 MI (1.85 KM) SOUTH AND WEST ON COUNTY ROAD 25 (53RD
 DM4858'AVENUE SOUTHWEST), 34.8 FT (10.6 M) NORTH OF COUNTY ROAD 25, 160.5 FT
 DM4858'(48.9 M) WEST OF COUNTY ROAD 25 EXTENDED, 2.0 FT (0.6 M) WEST OF A
 DM4858'POWER POLE.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DM1933 ***********************************************************************
 DM1933  HT_MOD      -  This is a Height Modernization Survey Station.
 DM1933  DESIGNATION -  28 NH
 DM1933  PID         -  DM1933
 DM1933  STATE/COUNTY-  MN/SWIFT
 DM1933  COUNTRY     -  US
 DM1933  USGS QUAD   -  DE GRAFF SE (2019)
 DM1933
 DM1933                         *CURRENT SURVEY CONTROL
 DM1933  ______________________________________________________________________
 DM1933* NAD 83(2011) POSITION- 45 15 11.33916(N) 095 21 16.38938(W)   ADJUSTED
 DM1933* NAD 83(2011) ELLIP HT-   312.874 (meters)        (06/27/12)   ADJUSTED
 DM1933* NAD 83(2011) EPOCH   -  2010.00
 DM1933* NAVD 88 ORTHO HEIGHT -   339.42  (meters)     1113.6   (feet) GPS OBS
 DM1933  ______________________________________________________________________
 DM1933  NAVD 88 orthometric height was determined with geoid model    GEOID03
 DM1933  GEOID HEIGHT    -        -26.458 (meters)                     GEOID03
 DM1933  GEOID HEIGHT    -        -26.534 (meters)                     GEOID18
 DM1933  NAD 83(2011) X  -   -419,735.273 (meters)                     COMP
 DM1933  NAD 83(2011) Y  - -4,478,246.408 (meters)                     COMP
 DM1933  NAD 83(2011) Z  -  4,507,420.073 (meters)                     COMP
 DM1933  LAPLACE CORR    -         -1.64  (seconds)                    DEFLEC18
 DM1933
 DM1933  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DM1933  Standards:
 DM1933         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DM1933            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DM1933  -------------------------------------------------------------------
 DM1933  NETWORK    0.47   0.51           0.22   0.15   0.26      0.02074370
 DM1933  -------------------------------------------------------------------
 DM1933  Click here for local accuracies and other accuracy information.
 DM1933
 DM1933.The horizontal coordinates were established by GPS observations
 DM1933.and adjusted by the National Geodetic Survey in June 2012.
 DM1933
 DM1933.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DM1933.been affixed to the stable North American tectonic plate. See 
 DM1933.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DM1933
 DM1933.The horizontal coordinates are valid at the epoch date displayed above
 DM1933.which is a decimal equivalence of Year/Month/Day.
 DM1933
 DM1933.The orthometric height was determined by GPS observations and a
 DM1933.high-resolution geoid model using precise GPS observation and
 DM1933.processing techniques.
 DM1933
 DM1933.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM1933.GEOID18 height accuracy estimate available here.
 DM1933
 DM1933.Click photographs - Photos may exist for this station.
 DM1933
 DM1933.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DM1933
 DM1933.The Laplace correction was computed from DEFLEC18 derived deflections.
 DM1933
 DM1933.The ellipsoidal height was determined by GPS observations
 DM1933.and is referenced to NAD 83.
 DM1933
 DM1933. The following values were computed from the NAD 83(2011) position.
 DM1933
 DM1933;                    North         East     Units Scale Factor Converg.
 DM1933;SPC MN S     -   351,240.876   693,673.158   MT  1.00000818   -0 56 58.0
 DM1933;SPC MN S     - 1,152,362.77  2,275,826.02   sFT  1.00000818   -0 56 58.0
 DM1933;UTM  15      - 5,013,769.693   315,244.617   MT  1.00001972   -1 40 21.8
 DM1933
 DM1933!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DM1933!SPC MN S     -   0.99995095  x   1.00000818  =   0.99995913
 DM1933!UTM  15      -   0.99995095  x   1.00001972  =   0.99997067
 DM1933
 DM1933_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUL1524413769(NAD 83)
 DM1933
 DM1933                          SUPERSEDED SURVEY CONTROL
 DM1933
 DM1933  NAD 83(2007)-  45 15 11.33902(N)    095 21 16.39020(W) AD(2002.00) 1
 DM1933  ELLIP H (08/04/10)  312.901  (m)                       GP(2002.00) 3 1
 DM1933
 DM1933.Superseded values are not recommended for survey control.
 DM1933
 DM1933.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DM1933.See file dsdata.pdf to determine how the superseded data were derived.
 DM1933
 DM1933_MARKER: DB = BENCH MARK DISK
 DM1933_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 DM1933_STAMPING: 28 NH 1956
 DM1933_MARK LOGO: USGS
 DM1933_PROJECTION: RECESSED 8 CENTIMETERS
 DM1933_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT
 DM1933_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DM1933_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DM1933+SATELLITE: SATELLITE OBSERVATIONS - May 26, 2021
 DM1933
 DM1933  HISTORY     - Date     Condition        Report By
 DM1933  HISTORY     - 19560401 MONUMENTED       USGS
 DM1933  HISTORY     - 20080324 GOOD             MNDT
 DM1933  HISTORY     - 20210526 GOOD             MNDT
 DM1933
 DM1933                          STATION DESCRIPTION
 DM1933
 DM1933'DESCRIBED BY MN DEPT OF TRANSP 2008 (MDF)
 DM1933'THE MARK WAS RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.
 DM1933'THE MARK IS 2.6 MILES NORTHEAST OF MURDOCK, 1.2 MILES NORTHEAST ALONG
 DM1933'COUNTY ROAD 31 FROM THE JUNCTION OF COUNTY ROAD 31 AND TRUNK HIGHWAY
 DM1933'12 IN MURDOCK, THEN 0.9 MILE EAST ON 60TH STREET, THEN 1.0 MILE NORTH
 DM1933'ON 130TH AVENUE, THEN 0.1 MILE EAST ON 50TH STREET, 33.5 FEET SOUTH
 DM1933'AND 740 FEET EAST OF TEE-ROAD EAST.
 DM1933
 DM1933                          STATION RECOVERY (2021)
 DM1933
 DM1933'RECOVERY NOTE BY MN DEPT OF TRANSP 2021 (TJD)
 DM1933'2.6 MI (4.2 KM) NORTHEAST OF MURDOCK, 1.2 MI (1.9 KM) NORTHEAST ALONG
 DM1933'COUNTY ROAD 31 FROM THE JUNCTION OF COUNTY ROAD 31 AND TRUNK HIGHWAY
 DM1933'12 IN MURDOCK, THEN 0.9 MI (1.4 KM) EAST ON 60TH STREET, THEN 1.0 MI
 DM1933'(1.6 KM) NORTH ON 130TH AVENUE, THEN 0.1 MI (0.2 KM) EAST ON 50TH
 DM1933'STREET, 33.5 FT (10.2 M) SOUTH AND 740.0 FT (225.6 M) EAST OF A
 DM1933'TEE-ROAD EAST, 4.0 FT (1.2 M) SOUTH OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DQ3777 ***********************************************************************
 DQ3777  DESIGNATION -  28 RB
 DQ3777  PID         -  DQ3777
 DQ3777  STATE/COUNTY-  MN/POPE
 DQ3777  COUNTRY     -  US
 DQ3777  USGS QUAD   -  LAKE HASSEL (2019)
 DQ3777
 DQ3777                         *CURRENT SURVEY CONTROL
 DQ3777  ______________________________________________________________________
 DQ3777* NAD 83(1986) POSITION- 45 29 05.27   (N) 095 35 34.71   (W)   HD_HELD1
 DQ3777* NAVD 88 ORTHO HEIGHT -   361.786 (meters)     1186.96  (feet) ADJUSTED
 DQ3777  ______________________________________________________________________
 DQ3777  GEOID HEIGHT    -        -26.272 (meters)                     GEOID18
 DQ3777  DYNAMIC HEIGHT  -        361.772 (meters)     1186.91  (feet) COMP
 DQ3777  MODELED GRAVITY -    980,565.9   (mgal)                       NAVD 88
 DQ3777
 DQ3777  VERT ORDER      -  SECOND    CLASS I
 DQ3777
 DQ3777.The horizontal coordinates were determined by differentially corrected
 DQ3777.hand held GPS observations or other comparable positioning techniques
 DQ3777.and have an estimated accuracy of +/- 3 meters.
 DQ3777
 DQ3777.The orthometric height was determined by differential leveling and
 DQ3777.adjusted by the NATIONAL GEODETIC SURVEY
 DQ3777.in February 2018.
 DQ3777
 DQ3777.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ3777.GEOID18 height accuracy estimate available here.
 DQ3777
 DQ3777.Click photographs - Photos may exist for this station.
 DQ3777
 DQ3777.The dynamic height is computed by dividing the NAVD 88
 DQ3777.geopotential number by the normal gravity value computed on the
 DQ3777.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ3777.degrees latitude (g = 980.6199 gals.).
 DQ3777
 DQ3777.The modeled gravity was interpolated from observed gravity values.
 DQ3777
 DQ3777;                    North         East    Units  Estimated Accuracy
 DQ3777;SPC MN C     -   154,774.4     695,009.2     MT  (+/- 3 meters HH1 GPS) 
 DQ3777
 DQ3777_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTL9736540078(NAD 83)
 DQ3777
 DQ3777                          SUPERSEDED SURVEY CONTROL
 DQ3777
 DQ3777.No superseded survey control is available for this station.
 DQ3777
 DQ3777_MARKER: DB = BENCH MARK DISK
 DQ3777_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DQ3777_STAMPING: 28 RB 1966
 DQ3777_MARK LOGO: USGS
 DQ3777_PROJECTION: PROJECTING 3 CENTIMETERS
 DQ3777_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT
 DQ3777_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DQ3777+STABILITY: SURFACE MOTION
 DQ3777_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DQ3777+SATELLITE: SATELLITE OBSERVATIONS - October 19, 2015
 DQ3777
 DQ3777  HISTORY     - Date     Condition        Report By
 DQ3777  HISTORY     - 19660401 MONUMENTED       USGS
 DQ3777  HISTORY     - 20151019 GOOD             MNDT
 DQ3777
 DQ3777                          STATION DESCRIPTION
 DQ3777
 DQ3777'DESCRIBED BY MN DEPT OF TRANSP 2015 (KMS)
 DQ3777'9.4 MI (15.1 KM) SOUTH-SOUTHWEST OF STARBUCK.
 DQ3777'
 DQ3777'TO REACH THE MARK GO 9.5 MI (15.3 KM) SOUTH ALONG TRUNK HIGHWAY 29
 DQ3777'FROM THE JUNCTION OF TRUNK HIGHWAY 29 AND TRUNK HIGHWAYS 28 AND 114 IN
 DQ3777'STARBUCK TO TRUNK HIGHWAY 29 MILE POINT 45.4, THEN 1.5 MI (2.4 KM)
 DQ3777'WEST ALONG 290TH STREET.
 DQ3777'
 DQ3777'THE MARK IS LOCATED 8 FT (2.4 M) NORTH OF 290TH STREET EXTENDED, 30.5
 DQ3777'FT (9.3 M) WEST OF 325TH AVENUE, 1.0 FT (0.3 M) EAST OF A WITNESS
 DQ3777'POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DQ2604 ***********************************************************************
 DQ2604  DESIGNATION -  28 RC
 DQ2604  PID         -  DQ2604
 DQ2604  STATE/COUNTY-  MN/ST LOUIS
 DQ2604  COUNTRY     -  US
 DQ2604  USGS QUAD   -  BIWABIK (2019)
 DQ2604
 DQ2604                         *CURRENT SURVEY CONTROL
 DQ2604  ______________________________________________________________________
 DQ2604* NAD 83(1986) POSITION- 47 31 59.7    (N) 092 17 39.5    (W)   HD_HELD2
 DQ2604* NAVD 88 ORTHO HEIGHT -   420.957 (meters)     1381.09  (feet) ADJUSTED
 DQ2604  ______________________________________________________________________
 DQ2604  GEOID HEIGHT    -        -30.204 (meters)                     GEOID18
 DQ2604  DYNAMIC HEIGHT  -        420.998 (meters)     1381.22  (feet) COMP
 DQ2604  MODELED GRAVITY -    980,699.2   (mgal)                       NAVD 88
 DQ2604
 DQ2604  VERT ORDER      -  SECOND    CLASS I
 DQ2604
 DQ2604.The horizontal coordinates were established by autonomous hand held GPS
 DQ2604.observations and have an estimated accuracy of +/- 10 meters.
 DQ2604
 DQ2604.The orthometric height was determined by differential leveling and
 DQ2604.adjusted by the NATIONAL GEODETIC SURVEY
 DQ2604.in April 2021.
 DQ2604
 DQ2604.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ2604.GEOID18 height accuracy estimate available here.
 DQ2604
 DQ2604.Click photographs - Photos may exist for this station.
 DQ2604
 DQ2604.The dynamic height is computed by dividing the NAVD 88
 DQ2604.geopotential number by the normal gravity value computed on the
 DQ2604.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ2604.degrees latitude (g = 980.6199 gals.).
 DQ2604
 DQ2604.The modeled gravity was interpolated from observed gravity values.
 DQ2604
 DQ2604;                    North         East    Units  Estimated Accuracy
 DQ2604;SPC MN N     -   215,186.      860,659.      MT  (+/- 10 meters HH2 GPS)
 DQ2604
 DQ2604_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWN5311464666(NAD 83)
 DQ2604
 DQ2604                          SUPERSEDED SURVEY CONTROL
 DQ2604
 DQ2604.No superseded survey control is available for this station.
 DQ2604
 DQ2604_MARKER: DB = BENCH MARK DISK
 DQ2604_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 DQ2604_STAMPING: 28 RC 1949
 DQ2604_MARK LOGO: USGS
 DQ2604_PROJECTION: PROJECTING 15 CENTIMETERS
 DQ2604_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DQ2604_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DQ2604_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DQ2604+SATELLITE: SATELLITE OBSERVATIONS - August 12, 2015
 DQ2604
 DQ2604  HISTORY     - Date     Condition        Report By
 DQ2604  HISTORY     - 19490401 MONUMENTED       USGS
 DQ2604  HISTORY     - 20150812 GOOD             MNDT
 DQ2604
 DQ2604                          STATION DESCRIPTION
 DQ2604
 DQ2604'DESCRIBED BY MN DEPT OF TRANSP 2015 (MAS)
 DQ2604'THE STATION IS LOCATED ABOUT 5.6 MI (9.0 KM) EAST-NORTHEAST OF
 DQ2604'MCKINLEY, 2.7 MI (4.3 KM) WEST OF AURORA AND 2.1 MI (3.4 KM) EAST OF
 DQ2604'BIWABIK.
 DQ2604'
 DQ2604'TO REACH THE MARK GO 2.0 MI (3.2 KM) EAST ALONG TRUNK HIGHWAY 135 FROM
 DQ2604'THE JUNCTION OF TRUNK HIGHWAY 135 AND COUNTY ROAD 4 SOUTH IN BIWABIK
 DQ2604'TO TRUNK HIGHWAY 135 MILE POINT 16.1, THEN 0.05 MI (0.08 KM) NORTH
 DQ2604'ALONG RYAN STREET.
 DQ2604'
 DQ2604'THE MARK IS LOCATED 56.4 FT (17.2 M) NORTH OF DRIVEWAY NUMBER 5731,
 DQ2604'45.0 FT (13.7 M) WEST OF RYAN STREET, 18.0 FT (5.5 M) SOUTH OF
 DQ2604'DRIVEWAY NUMBER 5733/5735, 1.0 FT (0.3 M) EAST OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DL4801 ***********************************************************************
 DL4801  HT_MOD      -  This is a Height Modernization Survey Station.
 DL4801  DESIGNATION -  28 RWM
 DL4801  PID         -  DL4801
 DL4801  STATE/COUNTY-  MN/HOUSTON
 DL4801  COUNTRY     -  US
 DL4801  USGS QUAD   -  YUCATAN (2019)
 DL4801
 DL4801                         *CURRENT SURVEY CONTROL
 DL4801  ______________________________________________________________________
 DL4801* NAD 83(2011) POSITION- 43 41 38.74223(N) 091 37 32.54736(W)   ADJUSTED
 DL4801* NAD 83(2011) ELLIP HT-   342.974 (meters)        (06/27/12)   ADJUSTED
 DL4801* NAD 83(2011) EPOCH   -  2010.00
 DL4801* NAVD 88 ORTHO HEIGHT -   373.49  (meters)     1225.4   (feet) GPS OBS
 DL4801  ______________________________________________________________________
 DL4801  NAVD 88 orthometric height was determined with geoid model    GEOID03
 DL4801  GEOID HEIGHT    -        -30.421 (meters)                     GEOID03
 DL4801  GEOID HEIGHT    -        -30.508 (meters)                     GEOID18
 DL4801  NAD 83(2011) X  -   -131,049.340 (meters)                     COMP
 DL4801  NAD 83(2011) Y  - -4,617,410.293 (meters)                     COMP
 DL4801  NAD 83(2011) Z  -  4,383,816.082 (meters)                     COMP
 DL4801  LAPLACE CORR    -         -5.34  (seconds)                    DEFLEC18
 DL4801
 DL4801  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DL4801  Standards:
 DL4801         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DL4801            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DL4801  -------------------------------------------------------------------
 DL4801  NETWORK    0.33   0.45           0.15   0.11   0.23      0.09976783
 DL4801  -------------------------------------------------------------------
 DL4801  Click here for local accuracies and other accuracy information.
 DL4801
 DL4801.The horizontal coordinates were established by GPS observations
 DL4801.and adjusted by the National Geodetic Survey in June 2012.
 DL4801
 DL4801.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DL4801.been affixed to the stable North American tectonic plate. See 
 DL4801.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DL4801
 DL4801.The horizontal coordinates are valid at the epoch date displayed above
 DL4801.which is a decimal equivalence of Year/Month/Day.
 DL4801
 DL4801.The orthometric height was determined by GPS observations and a
 DL4801.high-resolution geoid model using precise GPS observation and
 DL4801.processing techniques.
 DL4801
 DL4801.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL4801.GEOID18 height accuracy estimate available here.
 DL4801
 DL4801.Click photographs - Photos may exist for this station.
 DL4801
 DL4801.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DL4801
 DL4801.The Laplace correction was computed from DEFLEC18 derived deflections.
 DL4801
 DL4801.The ellipsoidal height was determined by GPS observations
 DL4801.and is referenced to NAD 83.
 DL4801
 DL4801. The following values were computed from the NAD 83(2011) position.
 DL4801
 DL4801;                    North         East     Units Scale Factor Converg.
 DL4801;SPC MN S     -   179,903.243   991,385.669   MT  1.00002053   +1 39 51.1
 DL4801;SPC MN S     -   590,232.56  3,252,571.15   sFT  1.00002053   +1 39 51.1
 DL4801;UTM  15      - 4,838,815.183   610,747.703   MT  0.99975086   +0 56 58.1
 DL4801
 DL4801!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DL4801!SPC MN S     -   0.99994622  x   1.00002053  =   0.99996675
 DL4801!UTM  15      -   0.99994622  x   0.99975086  =   0.99969709
 DL4801
 DL4801_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXJ1074738815(NAD 83)
 DL4801
 DL4801                          SUPERSEDED SURVEY CONTROL
 DL4801
 DL4801  NAD 83(2007)-  43 41 38.74235(N)    091 37 32.54839(W) AD(2002.00) 1
 DL4801  ELLIP H (09/09/09)  343.016  (m)                       GP(2002.00) 4 1
 DL4801
 DL4801.Superseded values are not recommended for survey control.
 DL4801
 DL4801.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL4801.See file dsdata.pdf to determine how the superseded data were derived.
 DL4801
 DL4801_MARKER: DD = SURVEY DISK
 DL4801_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 DL4801_STAMPING: 28 RWM 1963
 DL4801_MARK LOGO: USGS
 DL4801_PROJECTION: FLUSH
 DL4801_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DL4801_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DL4801_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL4801+SATELLITE: SATELLITE OBSERVATIONS - September 04, 2024
 DL4801
 DL4801  HISTORY     - Date     Condition        Report By
 DL4801  HISTORY     - 1963     MONUMENTED       USGS
 DL4801  HISTORY     - 20080226 GOOD             MNDT
 DL4801  HISTORY     - 20201209 GOOD             MNDT
 DL4801  HISTORY     - 20240904 GOOD             MNDT
 DL4801
 DL4801                          STATION DESCRIPTION
 DL4801
 DL4801'DESCRIBED BY MN DEPT OF TRANSP 2008 (PRB)
 DL4801'THE MARK WAS RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.
 DL4801'THE MARK IS 6.0 MILES SOUTH-SOUTHWEST OF HOUSTON, 1.8 MILES SOUTH
 DL4801'ALONG TRUNK HIGHWAY 76 FROM JUNCTION OF TRUNK HIGHWAY 76 AND TRUNK
 DL4801'HIGHWAY 16 IN HOUSTON, THEN 4.0 MILES WEST ALONG COUNTY ROAD 4, THEN
 DL4801'2.5 MILES SOUTH ALONG EAST TWIN ROAD, 25 FEET EAST OF EAST TWIN ROAD,
 DL4801'111 FEET NORTH OF FARM DRIVE EAST, 1.5 FEET WEST OF FENCE, 1.0 FOOT
 DL4801'WEST OF WITNESS POST.
 DL4801
 DL4801                          STATION RECOVERY (2020)
 DL4801
 DL4801'RECOVERY NOTE BY MN DEPT OF TRANSP 2020 (KMS)
 DL4801'6.0 MI (9.7 KM) SOUTH-SOUTHWEST OF HOUSTON, 1.8 MI (2.9 KM) SOUTH
 DL4801'ALONG TRUNK HIGHWAY 76 FROM THE JUNCTION OF TRUNK HIGHWAY 76 AND TRUNK
 DL4801'HIGHWAY 16 IN HOUSTON, THEN 4.0 MI (6.4 KM) WEST ALONG COUNTY ROAD 4,
 DL4801'THEN 2.5 MI (4.0 KM) SOUTH ALONG EAST TWIN ROAD, 25.0 FT (7.6 M) EAST
 DL4801'OF EAST TWIN ROAD, 111.0 FT (33.8 M) NORTH OF A DRIVEWAY NUMBER 10559,
 DL4801'1.5 FT (0.5 M) WEST OF A FENCE, 1.0 FT (0.3 M) WEST OF A WITNESS POST.
 DL4801
 DL4801                          STATION RECOVERY (2024)
 DL4801
 DL4801'RECOVERY NOTE BY MN DEPT OF TRANSP 2024 (KMS)
 DL4801'6.0 MI (9.7 KM) SOUTH-SOUTHWEST OF HOUSTON, 1.8 MI (2.9 KM) SOUTH
 DL4801'ALONG TRUNK HIGHWAY 76 FROM THE JUNCTION OF TRUNK HIGHWAY 76 AND TRUNK
 DL4801'HIGHWAY 16 IN HOUSTON, THEN 4.0 MI (6.4 KM) WEST ALONG COUNTY ROAD 4,
 DL4801'THEN 2.5 MI (4.0 KM) SOUTH ALONG EAST TWIN ROAD, 25.0 FT (7.6 M) EAST
 DL4801'OF EAST TWIN ROAD, 111.0 FT (33.8 M) NORTH OF A DRIVEWAY NUMBER 10559,
 DL4801'1.0 FT (0.3 M) WEST OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 PR0721 ***********************************************************************
 PR0721  DESIGNATION -  28 SEM
 PR0721  PID         -  PR0721
 PR0721  STATE/COUNTY-  MN/LINCOLN
 PR0721  COUNTRY     -  US
 PR0721  USGS QUAD   -  PORTER SW (2019)
 PR0721
 PR0721                         *CURRENT SURVEY CONTROL
 PR0721  ______________________________________________________________________
 PR0721* NAD 83(1996) POSITION- 44 37 03.67190(N) 096 14 09.27873(W)   ADJUSTED
 PR0721* NAVD 88 ORTHO HEIGHT -   433.    (meters)     1421.    (feet) VERTCON3
 PR0721  ______________________________________________________________________
 PR0721  GEOID HEIGHT    -        -25.971 (meters)                     GEOID18
 PR0721  LAPLACE CORR    -         -6.19  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 PR0721.GEOID18 height accuracy estimate available here.
 PR0721
 PR0721.Click photographs - Photos may exist for this station.
 PR0721
 PR0721.The Laplace correction was computed from DEFLEC18 derived deflections.
 PR0721
 PR0721. The following values were computed from the NAD 83(1996) position.
 PR0721
 PR0721;                    North         East     Units Scale Factor Converg.
 PR0721;SPC MN S     -   282,170.400   622,572.674   MT  0.99992409   -1 34 02.0
 PR0721;SPC MN S     -   925,754.05  2,042,557.18   sFT  0.99992409   -1 34 02.0
 PR0721;UTM  14      - 4,944,198.481   719,297.639   MT  1.00019144   +1 56 31.9
 PR0721
 PR0721!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PR0721!SPC MN S     -   0.99993615  x   0.99992409  =   0.99986025
 PR0721!UTM  14      -   0.99993615  x   1.00019144  =   1.00012758
 PR0721
 PR0721_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQQ1929744198(NAD 83)
 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
 PR0721.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PR0721.See file dsdata.pdf to determine how the superseded data were derived.
 PR0721
 PR0721_MARKER: DB = BENCH MARK DISK
 PR0721_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PR0721_STAMPING: 28 SEM 1965 1423
 PR0721_MARK LOGO: USGS
 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 = MARCH 21, 2026 06:05:54 EDT
 DR3651 ***********************************************************************
 DR3651  HT_MOD      -  This is a Height Modernization Survey Station.
 DR3651  DESIGNATION -  28 SEM
 DR3651  PID         -  DR3651
 DR3651  STATE/COUNTY-  MN/ROCK
 DR3651  COUNTRY     -  US
 DR3651  USGS QUAD   -  MAGNOLIA (2019)
 DR3651
 DR3651                         *CURRENT SURVEY CONTROL
 DR3651  ______________________________________________________________________
 DR3651* NAD 83(2011) POSITION- 43 44 49.77330(N) 096 04 22.44096(W)   ADJUSTED
 DR3651* NAD 83(2011) ELLIP HT-   451.428 (meters)        (12/18/19)   ADJUSTED
 DR3651* NAD 83(2011) EPOCH   -  2010.00
 DR3651* NAVD 88 ORTHO HEIGHT -   477.79  (meters)     1567.5   (feet) GPS OBS
 DR3651  ______________________________________________________________________
 DR3651  GEOID HEIGHT    -        -26.356 (meters)                     GEOID18
 DR3651  NAD 83(2011) X  -   -488,267.065 (meters)                     COMP
 DR3651  NAD 83(2011) Y  - -4,589,372.427 (meters)                     COMP
 DR3651  NAD 83(2011) Z  -  4,388,152.302 (meters)                     COMP
 DR3651  LAPLACE CORR    -          1.55  (seconds)                    DEFLEC18
 DR3651
 DR3651  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DR3651  Standards:
 DR3651         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DR3651            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DR3651  -------------------------------------------------------------------
 DR3651  NETWORK    0.72   1.16           0.33   0.25   0.59     -0.10049966
 DR3651  -------------------------------------------------------------------
 DR3651  Click here for local accuracies and other accuracy information.
 DR3651
 DR3651.The horizontal coordinates were established by GPS observations
 DR3651.and adjusted by the MN DEPT OF TRANSP in December 2019.
 DR3651
 DR3651.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DR3651.been affixed to the stable North American tectonic plate. See 
 DR3651.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DR3651
 DR3651.The horizontal coordinates are valid at the epoch date displayed above
 DR3651.which is a decimal equivalence of Year/Month/Day.
 DR3651
 DR3651.The orthometric height was determined by GPS observations and a
 DR3651.high-resolution geoid model using precise GPS observation and
 DR3651.processing techniques.
 DR3651
 DR3651.Significant digits in the geoid height do not necessarily reflect accuracy.
 DR3651.GEOID18 height accuracy estimate available here.
 DR3651
 DR3651.Click photographs - Photos may exist for this station.
 DR3651
 DR3651.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DR3651
 DR3651.The Laplace correction was computed from DEFLEC18 derived deflections.
 DR3651
 DR3651.The ellipsoidal height was determined by GPS observations
 DR3651.and is referenced to NAD 83.
 DR3651
 DR3651. The following values were computed from the NAD 83(2011) position.
 DR3651
 DR3651;                    North         East     Units Scale Factor Converg.
 DR3651;SPC MN S     -   185,136.345   633,052.694   MT  1.00000803   -1 27 10.6
 DR3651;SPC MN S     -   607,401.49  2,076,940.38   sFT  1.00000803   -1 27 10.6
 DR3651;UTM  14      - 4,847,955.601   735,676.547   MT  1.00028323   +2 01 29.8
 DR3651;UTM  15      - 4,848,381.035   252,583.776   MT  1.00035300   -2 07 33.3
 DR3651
 DR3651!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DR3651!SPC MN S     -   0.99992922  x   1.00000803  =   0.99993725
 DR3651!UTM  14      -   0.99992922  x   1.00028323  =   1.00021243
 DR3651!UTM  15      -   0.99992922  x   1.00035300  =   1.00028219
 DR3651
 DR3651_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQP3567647955(NAD 83)
 DR3651
 DR3651                          SUPERSEDED SURVEY CONTROL
 DR3651
 DR3651.No superseded survey control is available for this station.
 DR3651
 DR3651_MARKER: DD = SURVEY DISK
 DR3651_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DR3651_STAMPING: 28 SEM 1966 1567
 DR3651_MARK LOGO: USGS
 DR3651_PROJECTION: FLUSH
 DR3651_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DR3651_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DR3651+STABILITY: SURFACE MOTION
 DR3651_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DR3651+SATELLITE: SATELLITE OBSERVATIONS - August 08, 2019
 DR3651
 DR3651  HISTORY     - Date     Condition        Report By
 DR3651  HISTORY     - 19660207 MONUMENTED       USGS
 DR3651  HISTORY     - 20190808 GOOD             MNDT
 DR3651
 DR3651                          STATION DESCRIPTION
 DR3651
 DR3651'DESCRIBED BY MN DEPT OF TRANSP 2019 (AXH)
 DR3651'IN KENNETH, 0.45 MILE SOUTH ALONG COUNTY ROAD 3 (MAIN AVENUE) FROM THE
 DR3651'JUNCTION OF COUNTY ROAD 3 AND CENTRAL AVENUE IN KENNETH, 216.0 FEET
 DR3651'NORTH OF COUNTY ROAD 9, 51.0 FEET WEST OF COUNTY ROAD 3, 1.5 FEET EAST
 DR3651'OF A FENCE, 1.0 FOOT EAST OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 QO0911 ***********************************************************************
 QO0911  DESIGNATION -  280/2 BOLT
 QO0911  PID         -  QO0911
 QO0911  STATE/COUNTY-  MN/SHERBURNE
 QO0911  COUNTRY     -  US
 QO0911  USGS QUAD   -  MONTICELLO (2019)
 QO0911
 QO0911                         *CURRENT SURVEY CONTROL
 QO0911  ______________________________________________________________________
 QO0911* NAD 83(1986) POSITION- 45 19 51.1    (N) 093 49 11.8    (W)   HD_HELD2
 QO0911* NAVD 88 ORTHO HEIGHT -   289.413 (meters)      949.52  (feet) ADJUSTED
 QO0911  ______________________________________________________________________
 QO0911  GEOID HEIGHT    -        -27.805 (meters)                     GEOID18
 QO0911  DYNAMIC HEIGHT  -        289.398 (meters)      949.47  (feet) COMP
 QO0911  MODELED GRAVITY -    980,556.8   (mgal)                       NAVD 88
 QO0911
 QO0911  VERT ORDER      -  FIRST     CLASS I
 QO0911
 QO0911.The horizontal coordinates were established by autonomous hand held GPS
 QO0911.observations and have an estimated accuracy of +/- 10 meters.
 QO0911
 QO0911.The orthometric height was determined by differential leveling and
 QO0911.adjusted by the NATIONAL GEODETIC SURVEY
 QO0911.in June 1991.
 QO0911
 QO0911.Significant digits in the geoid height do not necessarily reflect accuracy.
 QO0911.GEOID18 height accuracy estimate available here.
 QO0911
 QO0911.Click photographs - Photos may exist for this station.
 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     -   359,012.      814,115.      MT  (+/- 10 meters HH2 GPS)
 QO0911
 QO0911_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL3574820032(NAD 83)
 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
 QO0911.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QO0911.See file dsdata.pdf to determine how the superseded data were derived.
 QO0911
 QO0911_MARKER: B = BOLT
 QO0911_SETTING: 21 = SET IN CONCRETE IN A CLAY TILE PIPE
 QO0911_PROJECTION: PROJECTING 20 CENTIMETERS
 QO0911_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QO0911_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 QO0911+SATELLITE: SATELLITE OBSERVATIONS - June 26, 2018
 QO0911
 QO0911  HISTORY     - Date     Condition        Report By
 QO0911  HISTORY     - 1898     MONUMENTED       MRC
 QO0911  HISTORY     - 1970     GOOD             NGS
 QO0911  HISTORY     - 20080617 GOOD             MNDT
 QO0911  HISTORY     - 20180626 GOOD             MNDT
 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, T33N, R28W.
 QO0911
 QO0911                          STATION RECOVERY (2008)
 QO0911
 QO0911'RECOVERY NOTE BY MN DEPT OF TRANSP 2008 (DRB)
 QO0911'IN NORTHEAST PART OF MONTICELLO, 2.0 MI (3.2 KM) NORTHWEST ON COUNTY
 QO0911'ROAD 11  FROM THE JUNCTION OF TRUNK HIGHWAY 25 AND COUNTY ROAD 11 AT
 QO0911'MONTICELLO, 1.78 MI (2.86 KM) SOUTH ON COUNTY ROAD 11 FROM THE
 QO0911'JUNCTION OF COUNTY ROAD 11 AND TRUNK HIGHWAY 10 AT SALIDA ON SMALL
 QO0911'KNOLL IN PASTURE, 220 FT (67.1 M) SOUTHWEST OF COUNTY ROAD 11, 270 FT
 QO0911'(82.3 M) NORTHWEST OF HOUSE, 193 FT (58.8 M) NORTH-NORTHWEST OF
 QO0911'NORTHWEST SIDE OF SILO, 28 FT (8.5 M) EAST OF A FENCE, 2.5 FT (0.8 M)
 QO0911'NORTH OF A WITNESS POST.
 QO0911
 QO0911                          STATION RECOVERY (2018)
 QO0911
 QO0911'RECOVERY NOTE BY MN DEPT OF TRANSP 2018 (MAS)
 QO0911'IN THE NORTHEAST PART OF MONTICELLO, 2.0 MI (3.2 KM) NORTHWEST ALONG
 QO0911'COUNTY ROAD 11 FROM THE JUNCTION OF TRUNK HIGHWAY 25 AND COUNTY ROAD
 QO0911'11 IN MONTICELLO, 1.78 MI (2.86 KM) SOUTH ON COUNTY ROAD 11 FROM THE
 QO0911'JUNCTION OF COUNTY ROAD 11 AND TRUNK HIGHWAY 10 IN SALIDA ON A SMALL
 QO0911'KNOLL IN A PASTURE, 220.0 FT (67.1 M) SOUTHWEST OF COUNTY ROAD 11,
 QO0911'270.0 FT (82.3 M) NORTHWEST OF A HOUSE, 193.0 FT (58.8 M)
 QO0911'NORTH-NORTHWEST OF THE NORTHWEST SIDE OF A SILO, 28.0 FT (8.5 M) EAST
 QO0911'OF A FENCE, 2.5 FT (0.8 M) NORTH OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DK6800 ***********************************************************************
 DK6800  DESIGNATION -  2801 AB
 DK6800  PID         -  DK6800
 DK6800  STATE/COUNTY-  MN/HOUSTON
 DK6800  COUNTRY     -  US
 DK6800  USGS QUAD   -  LA CRESCENT (2019)
 DK6800
 DK6800                         *CURRENT SURVEY CONTROL
 DK6800  ______________________________________________________________________
 DK6800* NAD 83(1986) POSITION- 43 48 40.39   (N) 091 18 18.88   (W)   HD_HELD1
 DK6800* NAVD 88 ORTHO HEIGHT -   197.228 (meters)      647.07  (feet) ADJUSTED
 DK6800  ______________________________________________________________________
 DK6800  GEOID HEIGHT    -        -31.564 (meters)                     GEOID18
 DK6800  DYNAMIC HEIGHT  -        197.194 (meters)      646.96  (feet) COMP
 DK6800  MODELED GRAVITY -    980,441.3   (mgal)                       NAVD 88
 DK6800
 DK6800  VERT ORDER      -  SECOND    CLASS I
 DK6800
 DK6800.The horizontal coordinates were determined by differentially corrected
 DK6800.hand held GPS observations or other comparable positioning techniques
 DK6800.and have an estimated accuracy of +/- 3 meters.
 DK6800
 DK6800.The orthometric height was determined by differential leveling and
 DK6800.adjusted by the NATIONAL GEODETIC SURVEY
 DK6800.in December 2008.
 DK6800
 DK6800.Significant digits in the geoid height do not necessarily reflect accuracy.
 DK6800.GEOID18 height accuracy estimate available here.
 DK6800
 DK6800.Click photographs - Photos may exist for this station.
 DK6800
 DK6800.The dynamic height is computed by dividing the NAVD 88
 DK6800.geopotential number by the normal gravity value computed on the
 DK6800.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK6800.degrees latitude (g = 980.6199 gals.).
 DK6800
 DK6800.The modeled gravity was interpolated from observed gravity values.
 DK6800
 DK6800;                    North         East    Units  Estimated Accuracy
 DK6800;SPC MN S     -   193,710.6   1,016,779.7     MT  (+/- 3 meters HH1 GPS) 
 DK6800
 DK6800_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXJ3630652301(NAD 83)
 DK6800
 DK6800                          SUPERSEDED SURVEY CONTROL
 DK6800
 DK6800.No superseded survey control is available for this station.
 DK6800
 DK6800_MARKER: DB = BENCH MARK DISK
 DK6800_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DK6800_SP_SET: BRIDGE ABUTMENT
 DK6800_STAMPING: 2801 AB 2005
 DK6800_MARK LOGO: MNHD
 DK6800_MAGNETIC: N = NO MAGNETIC MATERIAL
 DK6800_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DK6800_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DK6800+SATELLITE: SATELLITE OBSERVATIONS - December 06, 2016
 DK6800
 DK6800  HISTORY     - Date     Condition        Report By
 DK6800  HISTORY     - 1990     MONUMENTED       MNDT
 DK6800  HISTORY     - 20060717 GOOD             MNDT
 DK6800  HISTORY     - 20061011 GOOD             MNDT
 DK6800  HISTORY     - 20161206 GOOD             MNDT
 DK6800
 DK6800                          STATION DESCRIPTION
 DK6800
 DK6800'DESCRIBED BY MN DEPT OF TRANSP 2006 (MPP)
 DK6800'THE MARK IS LOCATED ABOUT 14.6 MI (23.5 KM) NORTH OF RENO, 13.6 MI
 DK6800'(21.9 KM) EAST-NORTHEAST OF HOUSTON AND 8.2 MI (13.2 KM) NORTH OF
 DK6800'BROWNSVILLE AND 0.5 MI (0.8 KM) SOUTH OF LA CRESCENT, IN THE ABUTMENT
 DK6800'IN SOUTHEAST CORNER OF TRUNK HIGHWAY 16 BRIDGE NUMBER 28002 OVER
 DK6800'CREEK, 0.85 MI (1.4 KM) SOUTH ALONG TRUNK HIGHWAY 16 FROM THE JUNCTION
 DK6800'OF TRUNK HIGHWAY 16 AND TRUNK HIGHWAY 14 AND 61 IN LA CRESCENT, AT
 DK6800'TRUNK HIGHWAY 16 MILE POINT 287.40,
 DK6800'
 DK6800'27.0 FT (8.2 M) EAST OF TRUNK HIGHWAY 61.  THE DISK WAS SET IN THE
 DK6800'BRIDGE WHEN IT WAS BUILT IN 1990, THEN STAMPED WHEN USED IN 2005.
 DK6800
 DK6800                          STATION RECOVERY (2006)
 DK6800
 DK6800'RECOVERY NOTE BY MN DEPT OF TRANSP 2006 (MPP)
 DK6800'0.5 MI (0.8 KM) SOUTH OF LA CRESCENT, IN ABUTMENT IN SOUTHEAST CORNER
 DK6800'OF TRUNK HIGHWAY 16 BRIDGE NUMBER 28002 OVER CREEK, 0.85 MI (1.4 KM)
 DK6800'SOUTH ALONG TRUNK HIGHWAY 16 FROM THE JUNCTION OF TRUNK HIGHWAY 16 AND
 DK6800'TRUNK HIGHWAY 14 AND 61 IN LA CRESCENT, AT TRUNK HIGHWAY 16 MILE POINT
 DK6800'POINT 287.40, 27.0 FT (8.2 M) EAST OF TRUNK HIGHWAY 61.
 DK6800
 DK6800                          STATION RECOVERY (2016)
 DK6800
 DK6800'RECOVERY NOTE BY MN DEPT OF TRANSP 2016 (DAS)
 DK6800'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DK6809 ***********************************************************************
 DK6809  DESIGNATION -  2801 AC
 DK6809  PID         -  DK6809
 DK6809  STATE/COUNTY-  MN/HOUSTON
 DK6809  COUNTRY     -  US
 DK6809  USGS QUAD   -  LA CRESCENT (2019)
 DK6809
 DK6809                         *CURRENT SURVEY CONTROL
 DK6809  ______________________________________________________________________
 DK6809* NAD 83(1986) POSITION- 43 45 55.4    (N) 091 20 41.5    (W)   HD_HELD2
 DK6809* NAVD 88 ORTHO HEIGHT -   201.684 (meters)      661.69  (feet) ADJUSTED
 DK6809  ______________________________________________________________________
 DK6809  GEOID HEIGHT    -        -31.368 (meters)                     GEOID18
 DK6809  DYNAMIC HEIGHT  -        201.649 (meters)      661.58  (feet) COMP
 DK6809  MODELED GRAVITY -    980,439.3   (mgal)                       NAVD 88
 DK6809
 DK6809  VERT ORDER      -  SECOND    CLASS I
 DK6809
 DK6809.The horizontal coordinates were established by autonomous hand held GPS
 DK6809.observations and have an estimated accuracy of +/- 10 meters.
 DK6809
 DK6809.The orthometric height was determined by differential leveling and
 DK6809.adjusted by the NATIONAL GEODETIC SURVEY
 DK6809.in December 2008.
 DK6809
 DK6809.Significant digits in the geoid height do not necessarily reflect accuracy.
 DK6809.GEOID18 height accuracy estimate available here.
 DK6809
 DK6809.Click photographs - Photos may exist for this station.
 DK6809
 DK6809.The dynamic height is computed by dividing the NAVD 88
 DK6809.geopotential number by the normal gravity value computed on the
 DK6809.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK6809.degrees latitude (g = 980.6199 gals.).
 DK6809
 DK6809.The modeled gravity was interpolated from observed gravity values.
 DK6809
 DK6809;                    North         East    Units  Estimated Accuracy
 DK6809;SPC MN S     -   188,517.    1,013,759.      MT  (+/- 10 meters HH2 GPS)
 DK6809
 DK6809_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXJ3322147146(NAD 83)
 DK6809
 DK6809                          SUPERSEDED SURVEY CONTROL
 DK6809
 DK6809.No superseded survey control is available for this station.
 DK6809
 DK6809_MARKER: DD = SURVEY DISK
 DK6809_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DK6809_SP_SET: BRIDGE RAILING
 DK6809_STAMPING: 2801 AC
 DK6809_MARK LOGO: MNDT
 DK6809_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DK6809_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DK6809_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DK6809+SATELLITE: SATELLITE OBSERVATIONS - September 18, 2024
 DK6809
 DK6809  HISTORY     - Date     Condition        Report By
 DK6809  HISTORY     - 2002     MONUMENTED       MNDT
 DK6809  HISTORY     - 20070109 GOOD             MNDT
 DK6809  HISTORY     - 20161206 GOOD             MNDT
 DK6809  HISTORY     - 20240918 GOOD             MNDT
 DK6809
 DK6809                          STATION DESCRIPTION
 DK6809
 DK6809'DESCRIBED BY MN DEPT OF TRANSP 2007 (FAP)
 DK6809'0.2 MI (0.3 KM) NORTH-NORTHEAST OF HOKAH, 0.2 MI (0.3 KM)
 DK6809'NORTH-NORTHEAST ALONG TRUNK HIGHWAY 16 FROM THE JUNCTION OF TRUNK
 DK6809'HIGHWAY 16 AND TRUNK HIGHWAY 44 IN HOKAH, IN THE TOP OF BRIDGE RAIL AT
 DK6809'THE SOUTHEAST CORNER OF BRIDGE NUMBER 28012 (TRUNK HIGHWAY 16 OVER
 DK6809'ROOT RIVER), AT STATION 172+30, 47.0 FT (14.3 M) EAST OF TRUNK HIGHWAY
 DK6809'16.
 DK6809
 DK6809                          STATION RECOVERY (2016)
 DK6809
 DK6809'RECOVERY NOTE BY MN DEPT OF TRANSP 2016 (DAS)
 DK6809'RECOVERED IN GOOD CONDITION.
 DK6809
 DK6809                          STATION RECOVERY (2024)
 DK6809
 DK6809'RECOVERY NOTE BY MN DEPT OF TRANSP 2024 (RMJ)
 DK6809'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DK6808 ***********************************************************************
 DK6808  DESIGNATION -  2801 AD
 DK6808  PID         -  DK6808
 DK6808  STATE/COUNTY-  MN/HOUSTON
 DK6808  COUNTRY     -  US
 DK6808  USGS QUAD   -  LA CRESCENT (2019)
 DK6808
 DK6808                         *CURRENT SURVEY CONTROL
 DK6808  ______________________________________________________________________
 DK6808* NAD 83(1986) POSITION- 43 45 58.8    (N) 091 20 40.9    (W)   HD_HELD2
 DK6808* NAVD 88 ORTHO HEIGHT -   201.833 (meters)      662.18  (feet) ADJUSTED
 DK6808  ______________________________________________________________________
 DK6808  GEOID HEIGHT    -        -31.370 (meters)                     GEOID18
 DK6808  DYNAMIC HEIGHT  -        201.798 (meters)      662.07  (feet) COMP
 DK6808  MODELED GRAVITY -    980,439.5   (mgal)                       NAVD 88
 DK6808
 DK6808  VERT ORDER      -  SECOND    CLASS I
 DK6808
 DK6808.The horizontal coordinates were established by autonomous hand held GPS
 DK6808.observations and have an estimated accuracy of +/- 10 meters.
 DK6808
 DK6808.The orthometric height was determined by differential leveling and
 DK6808.adjusted by the NATIONAL GEODETIC SURVEY
 DK6808.in December 2008.
 DK6808
 DK6808.Significant digits in the geoid height do not necessarily reflect accuracy.
 DK6808.GEOID18 height accuracy estimate available here.
 DK6808
 DK6808.Click photographs - Photos may exist for this station.
 DK6808
 DK6808.The dynamic height is computed by dividing the NAVD 88
 DK6808.geopotential number by the normal gravity value computed on the
 DK6808.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK6808.degrees latitude (g = 980.6199 gals.).
 DK6808
 DK6808.The modeled gravity was interpolated from observed gravity values.
 DK6808
 DK6808;                    North         East    Units  Estimated Accuracy
 DK6808;SPC MN S     -   188,622.    1,013,769.      MT  (+/- 10 meters HH2 GPS)
 DK6808
 DK6808_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXJ3323347251(NAD 83)
 DK6808
 DK6808                          SUPERSEDED SURVEY CONTROL
 DK6808
 DK6808.No superseded survey control is available for this station.
 DK6808
 DK6808_MARKER: DD = SURVEY DISK
 DK6808_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DK6808_SP_SET: BRIDGE RAILING
 DK6808_STAMPING: 2801 AD
 DK6808_MARK LOGO: MNDT
 DK6808_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DK6808_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DK6808_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DK6808+SATELLITE: SATELLITE OBSERVATIONS - September 18, 2024
 DK6808
 DK6808  HISTORY     - Date     Condition        Report By
 DK6808  HISTORY     - 2002     MONUMENTED       MNDT
 DK6808  HISTORY     - 20070109 GOOD             MNDT
 DK6808  HISTORY     - 20161206 GOOD             MNDT
 DK6808  HISTORY     - 20240918 GOOD             MNDT
 DK6808
 DK6808                          STATION DESCRIPTION
 DK6808
 DK6808'DESCRIBED BY MN DEPT OF TRANSP 2007 (JLM)
 DK6808'0.25 MI (0.4 KM) NORTH-NORTHEAST OF HOKAH, 0.25 MI (0.4 KM)
 DK6808'NORTH-NORTHEAST ALONG TRUNK HIGHWAY 16 FROM THE JUNCTION OF TRUNK
 DK6808'HIGHWAY 16 AND TRUNK HIGHWAY 44 IN HOKAH, IN THE TOP OF BRIDGE RAIL AT
 DK6808'THE NORTHEAST CORNER OF BRIDGE NUMBER 28012 (TRUNK HIGHWAY 16 OVER
 DK6808'ROOT RIVER), AT STATION 1275+88, 47.0 FT (14.3 M) EAST OF TRUNK
 DK6808'HIGHWAY 16.
 DK6808
 DK6808                          STATION RECOVERY (2016)
 DK6808
 DK6808'RECOVERY NOTE BY MN DEPT OF TRANSP 2016 (DAS)
 DK6808'RECOVERED IN GOOD CONDITION.
 DK6808
 DK6808                          STATION RECOVERY (2024)
 DK6808
 DK6808'RECOVERY NOTE BY MN DEPT OF TRANSP 2024 (RMJ)
 DK6808'0.25 MI (0.40 KM) NORTH-NORTHEAST OF HOKAH, IN THE TOP OF A BRIDGE
 DK6808'RAIL AT THE NORTHEAST CORNER OF BRIDGE NUMBER 28012 (TRUNK HIGHWAY 16
 DK6808'OVER THE ROOT RIVER), 0.25 MI (0.40 KM) NORTH-NORTHEAST ALONG TRUNK
 DK6808'HIGHWAY 16 FROM THE JUNCTION OF TRUNK HIGHWAY 16 AND TRUNK HIGHWAY 44
 DK6808'IN HOKAH, AT STATION 1275+88, 47.0 FT (14.3 M) EAST OF TRUNK HIGHWAY
 DK6808'16.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DK6807 ***********************************************************************
 DK6807  DESIGNATION -  2801 AE
 DK6807  PID         -  DK6807
 DK6807  STATE/COUNTY-  MN/HOUSTON
 DK6807  COUNTRY     -  US
 DK6807  USGS QUAD   -  LA CRESCENT (2019)
 DK6807
 DK6807                         *CURRENT SURVEY CONTROL
 DK6807  ______________________________________________________________________
 DK6807* NAD 83(1986) POSITION- 43 46 18.7    (N) 091 20 31.9    (W)   HD_HELD2
 DK6807* NAVD 88 ORTHO HEIGHT -   199.512 (meters)      654.57  (feet) ADJUSTED
 DK6807  ______________________________________________________________________
 DK6807  GEOID HEIGHT    -        -31.386 (meters)                     GEOID18
 DK6807  DYNAMIC HEIGHT  -        199.477 (meters)      654.45  (feet) COMP
 DK6807  MODELED GRAVITY -    980,440.3   (mgal)                       NAVD 88
 DK6807
 DK6807  VERT ORDER      -  SECOND    CLASS I
 DK6807
 DK6807.The horizontal coordinates were established by autonomous hand held GPS
 DK6807.observations and have an estimated accuracy of +/- 10 meters.
 DK6807
 DK6807.The orthometric height was determined by differential leveling and
 DK6807.adjusted by the NATIONAL GEODETIC SURVEY
 DK6807.in December 2008.
 DK6807
 DK6807.Significant digits in the geoid height do not necessarily reflect accuracy.
 DK6807.GEOID18 height accuracy estimate available here.
 DK6807
 DK6807.Click photographs - Photos may exist for this station.
 DK6807
 DK6807.The dynamic height is computed by dividing the NAVD 88
 DK6807.geopotential number by the normal gravity value computed on the
 DK6807.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK6807.degrees latitude (g = 980.6199 gals.).
 DK6807
 DK6807.The modeled gravity was interpolated from observed gravity values.
 DK6807
 DK6807;                    North         East    Units  Estimated Accuracy
 DK6807;SPC MN S     -   189,243.    1,013,950.      MT  (+/- 10 meters HH2 GPS)
 DK6807
 DK6807_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXJ3342247869(NAD 83)
 DK6807
 DK6807                          SUPERSEDED SURVEY CONTROL
 DK6807
 DK6807.No superseded survey control is available for this station.
 DK6807
 DK6807_MARKER: DD = SURVEY DISK
 DK6807_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DK6807_SP_SET: BRIDGE RAILING
 DK6807_STAMPING: 2801 AE
 DK6807_MARK LOGO: MNDT
 DK6807_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DK6807_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DK6807_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DK6807+SATELLITE: SATELLITE OBSERVATIONS - December 06, 2016
 DK6807
 DK6807  HISTORY     - Date     Condition        Report By
 DK6807  HISTORY     - 2002     MONUMENTED       MNDT
 DK6807  HISTORY     - 20070109 GOOD             MNDT
 DK6807  HISTORY     - 20161206 GOOD             MNDT
 DK6807
 DK6807                          STATION DESCRIPTION
 DK6807
 DK6807'DESCRIBED BY MN DEPT OF TRANSP 2007 (JLM)
 DK6807'0.7 MI (1.1 KM) NORTH-NORTHEAST OF HOKAH, 0.7 MI (1.1 KM)
 DK6807'NORTH-NORTHEAST ALONG TRUNK HIGHWAY 16 FROM THE JUNCTION OF TRUNK
 DK6807'HIGHWAY 16 AND TRUNK HIGHWAY 44 IN HOKAH, IN THE TOP OF BRIDGE RAIL AT
 DK6807'THE SOUTHEAST CORNER OF BRIDGE NUMBER 28014 (TRUNK HIGHWAY 16 OVER
 DK6807'ROOT RIVER OVERFLOW), AT STATION 197+29.0, 25.0 FT (7.6 M) EAST OF
 DK6807'TRUNK HIGHWAY 16.
 DK6807
 DK6807                          STATION RECOVERY (2016)
 DK6807
 DK6807'RECOVERY NOTE BY MN DEPT OF TRANSP 2016 (DAS)
 DK6807'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DK6806 ***********************************************************************
 DK6806  DESIGNATION -  2801 AF
 DK6806  PID         -  DK6806
 DK6806  STATE/COUNTY-  MN/HOUSTON
 DK6806  COUNTRY     -  US
 DK6806  USGS QUAD   -  LA CRESCENT (2019)
 DK6806
 DK6806                         *CURRENT SURVEY CONTROL
 DK6806  ______________________________________________________________________
 DK6806* NAD 83(1986) POSITION- 43 46 29.7    (N) 091 20 25.4    (W)   HD_HELD2
 DK6806* NAVD 88 ORTHO HEIGHT -   200.706 (meters)      658.48  (feet) ADJUSTED
 DK6806  ______________________________________________________________________
 DK6806  GEOID HEIGHT    -        -31.397 (meters)                     GEOID18
 DK6806  DYNAMIC HEIGHT  -        200.671 (meters)      658.37  (feet) COMP
 DK6806  MODELED GRAVITY -    980,440.6   (mgal)                       NAVD 88
 DK6806
 DK6806  VERT ORDER      -  SECOND    CLASS I
 DK6806
 DK6806.The horizontal coordinates were established by autonomous hand held GPS
 DK6806.observations and have an estimated accuracy of +/- 10 meters.
 DK6806
 DK6806.The orthometric height was determined by differential leveling and
 DK6806.adjusted by the NATIONAL GEODETIC SURVEY
 DK6806.in December 2008.
 DK6806
 DK6806.Significant digits in the geoid height do not necessarily reflect accuracy.
 DK6806.GEOID18 height accuracy estimate available here.
 DK6806
 DK6806.Click photographs - Photos may exist for this station.
 DK6806
 DK6806.The dynamic height is computed by dividing the NAVD 88
 DK6806.geopotential number by the normal gravity value computed on the
 DK6806.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK6806.degrees latitude (g = 980.6199 gals.).
 DK6806
 DK6806.The modeled gravity was interpolated from observed gravity values.
 DK6806
 DK6806;                    North         East    Units  Estimated Accuracy
 DK6806;SPC MN S     -   189,587.    1,014,085.      MT  (+/- 10 meters HH2 GPS)
 DK6806
 DK6806_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXJ3356048212(NAD 83)
 DK6806
 DK6806                          SUPERSEDED SURVEY CONTROL
 DK6806
 DK6806.No superseded survey control is available for this station.
 DK6806
 DK6806_MARKER: DD = SURVEY DISK
 DK6806_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DK6806_SP_SET: BRIDGE RAILING
 DK6806_STAMPING: 2801 AF
 DK6806_MARK LOGO: MNDT
 DK6806_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DK6806_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DK6806_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DK6806+SATELLITE: SATELLITE OBSERVATIONS - December 06, 2016
 DK6806
 DK6806  HISTORY     - Date     Condition        Report By
 DK6806  HISTORY     - 2002     MONUMENTED       MNDT
 DK6806  HISTORY     - 20070109 GOOD             MNDT
 DK6806  HISTORY     - 20161206 GOOD             MNDT
 DK6806
 DK6806                          STATION DESCRIPTION
 DK6806
 DK6806'DESCRIBED BY MN DEPT OF TRANSP 2007 (JLM)
 DK6806'1 MI (1.6 KM) NORTH-NORTHEAST OF HOKAH, 0.9 MI (1.4 KM)
 DK6806'NORTH-NORTHEAST ALONG TRUNK HIGHWAY 16 FROM THE JUNCTION OF TRUNK
 DK6806'HIGHWAY 16 AND TRUNK HIGHWAY 44 IN HOKAH, IN THE TOP OF BRIDGE RAIL AT
 DK6806'THE SOUTHEAST CORNER OF BRIDGE NUMBER 28015 (TRUNK HIGHWAY 16 OVER
 DK6806'ROOT RIVER), AT STATION 1309+41.7, 25.0 FT (7.6 M) EAST OF TRUNK
 DK6806'HIGHWAY 16.
 DK6806
 DK6806                          STATION RECOVERY (2016)
 DK6806
 DK6806'RECOVERY NOTE BY MN DEPT OF TRANSP 2016 (DAS)
 DK6806'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DK6805 ***********************************************************************
 DK6805  DESIGNATION -  2801 AG
 DK6805  PID         -  DK6805
 DK6805  STATE/COUNTY-  MN/HOUSTON
 DK6805  COUNTRY     -  US
 DK6805  USGS QUAD   -  LA CRESCENT (2019)
 DK6805
 DK6805                         *CURRENT SURVEY CONTROL
 DK6805  ______________________________________________________________________
 DK6805* NAD 83(1986) POSITION- 43 46 33.3    (N) 091 20 23.1    (W)   HD_HELD2
 DK6805* NAVD 88 ORTHO HEIGHT -   200.575 (meters)      658.05  (feet) ADJUSTED
 DK6805  ______________________________________________________________________
 DK6805  GEOID HEIGHT    -        -31.401 (meters)                     GEOID18
 DK6805  DYNAMIC HEIGHT  -        200.540 (meters)      657.94  (feet) COMP
 DK6805  MODELED GRAVITY -    980,440.7   (mgal)                       NAVD 88
 DK6805
 DK6805  VERT ORDER      -  SECOND    CLASS I
 DK6805
 DK6805.The horizontal coordinates were established by autonomous hand held GPS
 DK6805.observations and have an estimated accuracy of +/- 10 meters.
 DK6805
 DK6805.The orthometric height was determined by differential leveling and
 DK6805.adjusted by the NATIONAL GEODETIC SURVEY
 DK6805.in December 2008.
 DK6805
 DK6805.Significant digits in the geoid height do not necessarily reflect accuracy.
 DK6805.GEOID18 height accuracy estimate available here.
 DK6805
 DK6805.Click photographs - Photos may exist for this station.
 DK6805
 DK6805.The dynamic height is computed by dividing the NAVD 88
 DK6805.geopotential number by the normal gravity value computed on the
 DK6805.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK6805.degrees latitude (g = 980.6199 gals.).
 DK6805
 DK6805.The modeled gravity was interpolated from observed gravity values.
 DK6805
 DK6805;                    North         East    Units  Estimated Accuracy
 DK6805;SPC MN S     -   189,699.    1,014,132.      MT  (+/- 10 meters HH2 GPS)
 DK6805
 DK6805_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXJ3360948324(NAD 83)
 DK6805
 DK6805                          SUPERSEDED SURVEY CONTROL
 DK6805
 DK6805.No superseded survey control is available for this station.
 DK6805
 DK6805_MARKER: DD = SURVEY DISK
 DK6805_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DK6805_SP_SET: BRIDGE RAILING
 DK6805_STAMPING: 2801 AG
 DK6805_MARK LOGO: MNDT
 DK6805_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DK6805_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DK6805_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DK6805+SATELLITE: SATELLITE OBSERVATIONS - December 06, 2016
 DK6805
 DK6805  HISTORY     - Date     Condition        Report By
 DK6805  HISTORY     - 2002     MONUMENTED       MNDT
 DK6805  HISTORY     - 20070109 GOOD             MNDT
 DK6805  HISTORY     - 20161206 GOOD             MNDT
 DK6805
 DK6805                          STATION DESCRIPTION
 DK6805
 DK6805'DESCRIBED BY MN DEPT OF TRANSP 2007 (JLM)
 DK6805'1 MI (1.6 KM) NORTH-NORTHEAST OF HOKAH, 1.0 MI (1.6 KM)
 DK6805'NORTH-NORTHEAST ALONG TRUNK HIGHWAY 16 FROM THE JUNCTION OF TRUNK
 DK6805'HIGHWAY 16 AND TRUNK HIGHWAY 44 IN HOKAH, IN THE TOP OF BRIDGE RAIL AT
 DK6805'THE NORTHEAST CORNER OF BRIDGE NUMBER 28015 (TRUNK HIGHWAY 16 OVER
 DK6805'ROOT RIVER), AT STATION 1313+40.3, 25.0 FT (7.6 M) EAST OF TRUNK
 DK6805'HIGHWAY 16.
 DK6805
 DK6805                          STATION RECOVERY (2016)
 DK6805
 DK6805'RECOVERY NOTE BY MN DEPT OF TRANSP 2016 (DAS)
 DK6805'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DK6804 ***********************************************************************
 DK6804  DESIGNATION -  2801 AH
 DK6804  PID         -  DK6804
 DK6804  STATE/COUNTY-  MN/HOUSTON
 DK6804  COUNTRY     -  US
 DK6804  USGS QUAD   -  LA CRESCENT (2019)
 DK6804
 DK6804                         *CURRENT SURVEY CONTROL
 DK6804  ______________________________________________________________________
 DK6804* NAD 83(1986) POSITION- 43 46 47.7    (N) 091 20 14.8    (W)   HD_HELD2
 DK6804* NAVD 88 ORTHO HEIGHT -   199.290 (meters)      653.84  (feet) ADJUSTED
 DK6804  ______________________________________________________________________
 DK6804  GEOID HEIGHT    -        -31.414 (meters)                     GEOID18
 DK6804  DYNAMIC HEIGHT  -        199.255 (meters)      653.72  (feet) COMP
 DK6804  MODELED GRAVITY -    980,441.1   (mgal)                       NAVD 88
 DK6804
 DK6804  VERT ORDER      -  SECOND    CLASS I
 DK6804
 DK6804.The horizontal coordinates were established by autonomous hand held GPS
 DK6804.observations and have an estimated accuracy of +/- 10 meters.
 DK6804
 DK6804.The orthometric height was determined by differential leveling and
 DK6804.adjusted by the NATIONAL GEODETIC SURVEY
 DK6804.in December 2008.
 DK6804
 DK6804.Significant digits in the geoid height do not necessarily reflect accuracy.
 DK6804.GEOID18 height accuracy estimate available here.
 DK6804
 DK6804.Click photographs - Photos may exist for this station.
 DK6804
 DK6804.The dynamic height is computed by dividing the NAVD 88
 DK6804.geopotential number by the normal gravity value computed on the
 DK6804.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK6804.degrees latitude (g = 980.6199 gals.).
 DK6804
 DK6804.The modeled gravity was interpolated from observed gravity values.
 DK6804
 DK6804;                    North         East    Units  Estimated Accuracy
 DK6804;SPC MN S     -   190,150.    1,014,304.      MT  (+/- 10 meters HH2 GPS)
 DK6804
 DK6804_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXJ3378648772(NAD 83)
 DK6804
 DK6804                          SUPERSEDED SURVEY CONTROL
 DK6804
 DK6804.No superseded survey control is available for this station.
 DK6804
 DK6804_MARKER: DD = SURVEY DISK
 DK6804_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DK6804_SP_SET: BRIDGE RAILING
 DK6804_STAMPING: 2801 AH
 DK6804_MARK LOGO: MNDT
 DK6804_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DK6804_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DK6804_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DK6804+SATELLITE: SATELLITE OBSERVATIONS - December 06, 2016
 DK6804
 DK6804  HISTORY     - Date     Condition        Report By
 DK6804  HISTORY     - 2002     MONUMENTED       MNDT
 DK6804  HISTORY     - 20070109 GOOD             MNDT
 DK6804  HISTORY     - 20161206 GOOD             MNDT
 DK6804
 DK6804                          STATION DESCRIPTION
 DK6804
 DK6804'DESCRIBED BY MN DEPT OF TRANSP 2007 (JLM)
 DK6804'1.5 MI (2.4 KM) NORTH-NORTHEAST OF HOKAH, 1.3 MI (2.1 KM)
 DK6804'NORTH-NORTHEAST ALONG TRUNK HIGHWAY 16 FROM THE JUNCTION OF TRUNK
 DK6804'HIGHWAY 16 AND TRUNK HIGHWAY 44 IN HOKAH, IN THE TOP OF BRIDGE RAIL AT
 DK6804'THE SOUTHEAST CORNER OF BRIDGE NUMBER 28016 (TRUNK HIGHWAY 16 OVER
 DK6804'ROOT RIVER OVERFLOW), STATION 1329+22.0, 25.0 FT (7.6 M) EAST OF TRUNK
 DK6804'HIGHWAY 16.
 DK6804
 DK6804                          STATION RECOVERY (2016)
 DK6804
 DK6804'RECOVERY NOTE BY MN DEPT OF TRANSP 2016 (DAS)
 DK6804'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DK6803 ***********************************************************************
 DK6803  DESIGNATION -  2801 AJ
 DK6803  PID         -  DK6803
 DK6803  STATE/COUNTY-  MN/HOUSTON
 DK6803  COUNTRY     -  US
 DK6803  USGS QUAD   -  LA CRESCENT (2019)
 DK6803
 DK6803                         *CURRENT SURVEY CONTROL
 DK6803  ______________________________________________________________________
 DK6803* NAD 83(1986) POSITION- 43 46 51.6    (N) 091 20 12.1    (W)   HD_HELD2
 DK6803* NAVD 88 ORTHO HEIGHT -   199.657 (meters)      655.04  (feet) ADJUSTED
 DK6803  ______________________________________________________________________
 DK6803  GEOID HEIGHT    -        -31.418 (meters)                     GEOID18
 DK6803  DYNAMIC HEIGHT  -        199.623 (meters)      654.93  (feet) COMP
 DK6803  MODELED GRAVITY -    980,441.2   (mgal)                       NAVD 88
 DK6803
 DK6803  VERT ORDER      -  SECOND    CLASS I
 DK6803
 DK6803.The horizontal coordinates were established by autonomous hand held GPS
 DK6803.observations and have an estimated accuracy of +/- 10 meters.
 DK6803
 DK6803.The orthometric height was determined by differential leveling and
 DK6803.adjusted by the NATIONAL GEODETIC SURVEY
 DK6803.in December 2008.
 DK6803
 DK6803.Significant digits in the geoid height do not necessarily reflect accuracy.
 DK6803.GEOID18 height accuracy estimate available here.
 DK6803
 DK6803.Click photographs - Photos may exist for this station.
 DK6803
 DK6803.The dynamic height is computed by dividing the NAVD 88
 DK6803.geopotential number by the normal gravity value computed on the
 DK6803.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK6803.degrees latitude (g = 980.6199 gals.).
 DK6803
 DK6803.The modeled gravity was interpolated from observed gravity values.
 DK6803
 DK6803;                    North         East    Units  Estimated Accuracy
 DK6803;SPC MN S     -   190,272.    1,014,360.      MT  (+/- 10 meters HH2 GPS)
 DK6803
 DK6803_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXJ3384448893(NAD 83)
 DK6803
 DK6803                          SUPERSEDED SURVEY CONTROL
 DK6803
 DK6803.No superseded survey control is available for this station.
 DK6803
 DK6803_MARKER: DD = SURVEY DISK
 DK6803_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DK6803_SP_SET: BRIDGE RAILING
 DK6803_STAMPING: 2801 AJ
 DK6803_MARK LOGO: MNDT
 DK6803_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DK6803_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DK6803_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DK6803+SATELLITE: SATELLITE OBSERVATIONS - December 06, 2016
 DK6803
 DK6803  HISTORY     - Date     Condition        Report By
 DK6803  HISTORY     - 2002     MONUMENTED       MNDT
 DK6803  HISTORY     - 20070109 GOOD             MNDT
 DK6803  HISTORY     - 20161206 GOOD             MNDT
 DK6803
 DK6803                          STATION DESCRIPTION
 DK6803
 DK6803'DESCRIBED BY MN DEPT OF TRANSP 2007 (JLM)
 DK6803'1.5 MI (2.4 KM) NORTH-NORTHEAST OF HOKAH, 1.4 MI (2.3 KM)
 DK6803'NORTH-NORTHEAST ALONG TRUNK HIGHWAY 16 FROM THE JUNCTION OF TRUNK
 DK6803'HIGHWAY 16 AND TRUNK HIGHWAY 44 IN HOKAH, IN THE TOP OF BRIDGE RAIL AT
 DK6803'THE NORTHEAST CORNER OF BRIDGE NUMBER 28016 (TRUNK HIGHWAY 16 OVER
 DK6803'ROOT RIVER OVERFLOW), STATION 1333+47.3, 25.0 FT (7.6 M) EAST OF TRUNK
 DK6803'HIGHWAY 16.
 DK6803
 DK6803                          STATION RECOVERY (2016)
 DK6803
 DK6803'RECOVERY NOTE BY MN DEPT OF TRANSP 2016 (DAS)
 DK6803'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DK6802 ***********************************************************************
 DK6802  DESIGNATION -  2801 AL
 DK6802  PID         -  DK6802
 DK6802  STATE/COUNTY-  MN/HOUSTON
 DK6802  COUNTRY     -  US
 DK6802  USGS QUAD   -  LA CRESCENT (2019)
 DK6802
 DK6802                         *CURRENT SURVEY CONTROL
 DK6802  ______________________________________________________________________
 DK6802* NAD 83(2011) POSITION- 43 47 19.92397(N) 091 19 06.70306(W)   ADJUSTED
 DK6802* NAD 83(2011) ELLIP HT-   166.243 (meters)        (06/27/12)   ADJUSTED
 DK6802* NAD 83(2011) EPOCH   -  2010.00
 DK6802* NAVD 88 ORTHO HEIGHT -   197.738 (meters)      648.75  (feet) ADJUSTED
 DK6802  ______________________________________________________________________
 DK6802  GEOID HEIGHT    -        -31.492 (meters)                     GEOID18
 DK6802  NAD 83(2011) X  -   -106,121.853 (meters)                     COMP
 DK6802  NAD 83(2011) Y  - -4,610,640.059 (meters)                     COMP
 DK6802  NAD 83(2011) Z  -  4,391,301.717 (meters)                     COMP
 DK6802  LAPLACE CORR    -         -9.51  (seconds)                    DEFLEC18
 DK6802  DYNAMIC HEIGHT  -        197.703 (meters)      648.63  (feet) COMP
 DK6802  MODELED GRAVITY -    980,440.8   (mgal)                       NAVD 88
 DK6802
 DK6802  VERT ORDER      -  SECOND    CLASS I
 DK6802
 DK6802  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DK6802  Standards:
 DK6802         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DK6802            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DK6802  -------------------------------------------------------------------
 DK6802  NETWORK    0.29   0.45           0.13   0.10   0.23      0.07310478
 DK6802  -------------------------------------------------------------------
 DK6802  Click here for local accuracies and other accuracy information.
 DK6802
 DK6802.The horizontal coordinates were established by GPS observations
 DK6802.and adjusted by the National Geodetic Survey in June 2012.
 DK6802
 DK6802.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DK6802.been affixed to the stable North American tectonic plate. See 
 DK6802.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DK6802
 DK6802.The horizontal coordinates are valid at the epoch date displayed above
 DK6802.which is a decimal equivalence of Year/Month/Day.
 DK6802
 DK6802.The orthometric height was determined by differential leveling and
 DK6802.adjusted by the NATIONAL GEODETIC SURVEY
 DK6802.in December 2008.
 DK6802
 DK6802.Significant digits in the geoid height do not necessarily reflect accuracy.
 DK6802.GEOID18 height accuracy estimate available here.
 DK6802
 DK6802.Click photographs - Photos may exist for this station.
 DK6802
 DK6802.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DK6802
 DK6802.The Laplace correction was computed from DEFLEC18 derived deflections.
 DK6802
 DK6802.The ellipsoidal height was determined by GPS observations
 DK6802.and is referenced to NAD 83.
 DK6802
 DK6802.The dynamic height is computed by dividing the NAVD 88
 DK6802.geopotential number by the normal gravity value computed on the
 DK6802.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK6802.degrees latitude (g = 980.6199 gals.).
 DK6802
 DK6802.The modeled gravity was interpolated from observed gravity values.
 DK6802
 DK6802. The following values were computed from the NAD 83(2011) position.
 DK6802
 DK6802;                    North         East     Units Scale Factor Converg.
 DK6802;SPC MN S     -   191,193.319 1,015,792.848   MT  0.99999881   +1 52 46.3
 DK6802;SPC MN S     -   627,273.41  3,332,647.04   sFT  0.99999881   +1 52 46.3
 DK6802;UTM  15      - 4,849,797.230   635,288.462   MT  0.99982512   +1 09 49.5
 DK6802
 DK6802!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DK6802!SPC MN S     -   0.99997393  x   0.99999881  =   0.99997274
 DK6802!UTM  15      -   0.99997393  x   0.99982512  =   0.99979906
 DK6802
 DK6802_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXJ3528849797(NAD 83)
 DK6802
 DK6802                          SUPERSEDED SURVEY CONTROL
 DK6802
 DK6802  NAD 83(2007)-  43 47 19.92449(N)    091 19 06.70422(W) AD(2002.00) 1
 DK6802  ELLIP H (09/09/09)  166.274  (m)                       GP(2002.00) 4 1
 DK6802  NAVD 88             197.74   (m)          648.8    (f) LEVELING    3  
 DK6802
 DK6802.Superseded values are not recommended for survey control.
 DK6802
 DK6802.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK6802.See file dsdata.pdf to determine how the superseded data were derived.
 DK6802
 DK6802_MARKER: DD = SURVEY DISK
 DK6802_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DK6802_STAMPING: 2801 AL 2006
 DK6802_MARK LOGO: MNDT
 DK6802_PROJECTION: RECESSED 5 CENTIMETERS
 DK6802_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DK6802_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DK6802_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DK6802+SATELLITE: SATELLITE OBSERVATIONS - September 18, 2024
 DK6802_ROD/PIPE-DEPTH: 10.7 meters
 DK6802
 DK6802  HISTORY     - Date     Condition        Report By
 DK6802  HISTORY     - 2006     MONUMENTED       MNDT
 DK6802  HISTORY     - 20061121 GOOD             MNDT
 DK6802  HISTORY     - 20161206 GOOD             MNDT
 DK6802  HISTORY     - 20191002 GOOD             MNDT
 DK6802  HISTORY     - 20240918 GOOD             MNDT
 DK6802
 DK6802                          STATION DESCRIPTION
 DK6802
 DK6802'DESCRIBED BY MN DEPT OF TRANSP 2006
 DK6802'2.5 MI (4.0 KM) SOUTH OF LA CRESCENT.  3.2 MI (5.1 KM) SOUTH AND WEST
 DK6802'ALONG TRUNK HIGHWAY 16 FROM THE JUNCTION OF TRUNK HIGHWAY 14/61 AND
 DK6802'TRUNK HIGHWAY 16 IN LA CRESCENT.  AT TRUNK HIGHWAY 16 MILE POINT
 DK6802'285.2, 36.4 FT (11.1 M) SOUTH SOUTH EAST OF TRUNK HIGHWAY 16, 8.2 FT
 DK6802'(2.5 M) SOUTH OF GUARD RAIL, 47 FT (14.3 M) SOUTH WEST OF BOX CULVERT.
 DK6802'6.8 FT (2.1 M) SOUTH OF A WITNESS POST.
 DK6802
 DK6802                          STATION RECOVERY (2006)
 DK6802
 DK6802'RECOVERY NOTE BY MN DEPT OF TRANSP 2006 (JBG)
 DK6802'THE MARK WAS RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.
 DK6802'THE MARK IS 2.5 MILES SOUTH OF LA CRESCENT, 3.2 MILES SOUTH AND WEST
 DK6802'ON TRUNK HIGHWAY 16 FROM JUNCTION OF TRUNK HIGHWAY 14/61 AND TRUNK
 DK6802'HIGHWAY 16 IN LA CRESCENT, AT TRUNK HIGHWAY 16 MILEPOINT 285.2, 36.4
 DK6802'FEET SOUTH-SOUTHEAST OF TRUNK HIGHWAY 16, 8.2 FEET SOUTH OF GUARD
 DK6802'RAIL, 47 FEET SOUTHWEST OF BOX CULVERT, 6.8 FEET SOUTH OF WITNESS
 DK6802'POST.
 DK6802
 DK6802                          STATION RECOVERY (2016)
 DK6802
 DK6802'RECOVERY NOTE BY MN DEPT OF TRANSP 2016 (DAS)
 DK6802'RECOVERED AS DESCRIBED.
 DK6802
 DK6802                          STATION RECOVERY (2019)
 DK6802
 DK6802'RECOVERY NOTE BY MN DEPT OF TRANSP 2019 (TJL)
 DK6802'RECOVERED IN GOOD CONDITION.
 DK6802
 DK6802                          STATION RECOVERY (2024)
 DK6802
 DK6802'RECOVERY NOTE BY MN DEPT OF TRANSP 2024 (RMJ)
 DK6802'2.5 MI (4.0 KM) SOUTH OF LA CRESCENT, 3.2 MI (5.1 KM) SOUTH AND WEST
 DK6802'ON TRUNK HIGHWAY 16 FROM THE JUNCTION OF TRUNK HIGHWAY 14/TRUNK
 DK6802'HIGHWAY 61 AND TRUNK HIGHWAY 16 IN LA CRESCENT, AT TRUNK HIGHWAY 16
 DK6802'MILE POINT 285.2, 36.4 FT (11.1 M) SOUTH-SOUTHEAST OF TRUNK HIGHWAY
 DK6802'16, 47.0 FT (14.3 M) SOUTHWEST OF A BOX CULVERT, 8.2 FT (2.5 M) SOUTH
 DK6802'OF A GUARDRAIL, 6.8 FT (2.1 M) SOUTH OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DQ6531 ***********************************************************************
 DQ6531  DESIGNATION -  2801 AN
 DQ6531  PID         -  DQ6531
 DQ6531  STATE/COUNTY-  MN/HOUSTON
 DQ6531  COUNTRY     -  US
 DQ6531  USGS QUAD   -  RUSHFORD EAST (2019)
 DQ6531
 DQ6531                         *CURRENT SURVEY CONTROL
 DQ6531  ______________________________________________________________________
 DQ6531* NAD 83(1986) POSITION- 43 45 40.     (N) 091 39 49.     (W)   SCALED
 DQ6531* NAVD 88 ORTHO HEIGHT -   217.832 (meters)      714.67  (feet) ADJUSTED
 DQ6531  ______________________________________________________________________
 DQ6531  GEOID HEIGHT    -        -30.481 (meters)                     GEOID18
 DQ6531  DYNAMIC HEIGHT  -        217.796 (meters)      714.55  (feet) COMP
 DQ6531  MODELED GRAVITY -    980,445.1   (mgal)                       NAVD 88
 DQ6531
 DQ6531  VERT ORDER      -  SECOND    CLASS I
 DQ6531
 DQ6531.The horizontal coordinates were scaled from a map and have
 DQ6531.an estimated accuracy of +/- 6 seconds.
 DQ6531
 DQ6531.The orthometric height was determined by differential leveling and
 DQ6531.adjusted by the NATIONAL GEODETIC SURVEY
 DQ6531.in May 2019.
 DQ6531
 DQ6531.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ6531.GEOID18 height accuracy estimate available here.
 DQ6531
 DQ6531.Click photographs - Photos may exist for this station.
 DQ6531
 DQ6531.The dynamic height is computed by dividing the NAVD 88
 DQ6531.geopotential number by the normal gravity value computed on the
 DQ6531.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ6531.degrees latitude (g = 980.6199 gals.).
 DQ6531
 DQ6531.The modeled gravity was interpolated from observed gravity values.
 DQ6531
 DQ6531;                    North         East    Units  Estimated Accuracy
 DQ6531;SPC MN S     -   187,260.      988,120.      MT  (+/- 180 meters Scaled)
 DQ6531
 DQ6531_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXJ075462(NAD 83)
 DQ6531
 DQ6531                          SUPERSEDED SURVEY CONTROL
 DQ6531
 DQ6531.No superseded survey control is available for this station.
 DQ6531
 DQ6531_MARKER: DB = BENCH MARK DISK
 DQ6531_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 DQ6531_SP_SET: BOX CULVERT
 DQ6531_STAMPING: 19
 DQ6531_MARK LOGO: MNHD
 DQ6531_MAGNETIC: N = NO MAGNETIC MATERIAL
 DQ6531_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DQ6531+STABILITY: SURFACE MOTION
 DQ6531_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DQ6531+SATELLITE: SATELLITE OBSERVATIONS - November 28, 2016
 DQ6531
 DQ6531  HISTORY     - Date     Condition        Report By
 DQ6531  HISTORY     - 19800401 MONUMENTED       MNHD
 DQ6531  HISTORY     - 20161128 GOOD             MNDT
 DQ6531
 DQ6531                          STATION DESCRIPTION
 DQ6531
 DQ6531'DESCRIBED BY MN DEPT OF TRANSP 2016 (DAS)
 DQ6531'THE MARK IS LOCATED ABOUT 4.75 MI (7.64 KM) WEST OF HOUSTON.
 DQ6531'
 DQ6531'TO REACH THE MARK IN SOUTHEAST CORNER OF TRUNK HIGHWAY 16 BOX CULVERT,
 DQ6531'5.2 MI (8.4 KM) WEST ALONG TRUNK HIGHWAY 16 FROM THE JUNCTION OF TRUNK
 DQ6531'HIGHWAY 16 AND NORTH GRANITE STREET IN HOUSTON.
 DQ6531'
 DQ6531'THE MARK IS LOCATED 4.6 MI (7.4 KM) WEST OF THE EAST EDGE OF HOUSTON.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DQ6524 ***********************************************************************
 DQ6524  DESIGNATION -  2801 AP
 DQ6524  PID         -  DQ6524
 DQ6524  STATE/COUNTY-  MN/HOUSTON
 DQ6524  COUNTRY     -  US
 DQ6524  USGS QUAD   -  RUSHFORD EAST (2019)
 DQ6524
 DQ6524                         *CURRENT SURVEY CONTROL
 DQ6524  ______________________________________________________________________
 DQ6524* NAD 83(1986) POSITION- 43 47 22.5    (N) 091 43 28.6    (W)   HD_HELD2
 DQ6524* NAVD 88 ORTHO HEIGHT -   246.438 (meters)      808.52  (feet) ADJUSTED
 DQ6524  ______________________________________________________________________
 DQ6524  GEOID HEIGHT    -        -30.371 (meters)                     GEOID18
 DQ6524  DYNAMIC HEIGHT  -        246.397 (meters)      808.39  (feet) COMP
 DQ6524  MODELED GRAVITY -    980,445.4   (mgal)                       NAVD 88
 DQ6524
 DQ6524  VERT ORDER      -  SECOND    CLASS I
 DQ6524
 DQ6524.The horizontal coordinates were established by autonomous hand held GPS
 DQ6524.observations and have an estimated accuracy of +/- 10 meters.
 DQ6524
 DQ6524.The orthometric height was determined by differential leveling and
 DQ6524.adjusted by the NATIONAL GEODETIC SURVEY
 DQ6524.in May 2019.
 DQ6524
 DQ6524.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ6524.GEOID18 height accuracy estimate available here.
 DQ6524
 DQ6524.Click photographs - Photos may exist for this station.
 DQ6524
 DQ6524.The dynamic height is computed by dividing the NAVD 88
 DQ6524.geopotential number by the normal gravity value computed on the
 DQ6524.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ6524.degrees latitude (g = 980.6199 gals.).
 DQ6524
 DQ6524.The modeled gravity was interpolated from observed gravity values.
 DQ6524
 DQ6524;                    North         East    Units  Estimated Accuracy
 DQ6524;SPC MN S     -   190,282.      983,120.      MT  (+/- 10 meters HH2 GPS)
 DQ6524
 DQ6524_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXJ0261449293(NAD 83)
 DQ6524
 DQ6524                          SUPERSEDED SURVEY CONTROL
 DQ6524
 DQ6524.No superseded survey control is available for this station.
 DQ6524
 DQ6524_MARKER: I = METAL ROD
 DQ6524_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DQ6524_STAMPING: 2801 AP 2017
 DQ6524_MARK LOGO: MNDT
 DQ6524_PROJECTION: RECESSED 5 CENTIMETERS
 DQ6524_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DQ6524_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ6524_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ6524+SATELLITE: SATELLITE OBSERVATIONS - August 28, 2024
 DQ6524_ROD/PIPE-DEPTH: 4.0 meters
 DQ6524
 DQ6524  HISTORY     - Date     Condition        Report By
 DQ6524  HISTORY     - 20170404 MONUMENTED       MNDT
 DQ6524  HISTORY     - 20240828 GOOD             MNDT
 DQ6524
 DQ6524                          STATION DESCRIPTION
 DQ6524
 DQ6524'DESCRIBED BY MN DEPT OF TRANSP 2017
 DQ6524'THE MARK IS LOCATED ABOUT 2.5 MI (4.0 KM) EAST OF RUSHFORD VILLAGE.
 DQ6524'
 DQ6524'TO REACH THE MARK GO 1.6 MI (2.6 KM) EAST-SOUTHEAST ALONG TRUNK
 DQ6524'HIGHWAY 16 FROM THE SOUTH JUNCTION OF TRUNK HIGHWAY 16 AND TRUNK
 DQ6524'HIGHWAY 43 IN RUSHFORD VILLAGE, AT TRUNK HIGHWAY 16 MILE POINT 260.03.
 DQ6524'THE MARK IS LOCATED 49.4 FT (15.1 M) SOUTHWEST OF TRUNK HIGHWAY 16,
 DQ6524'36.5 FT (11.1 M) WEST OF SPRUCE LANE, 1.5 FT (0.5 M) NORTHEAST OF A
 DQ6524'WITNESS POST.
 DQ6524'
 DQ6524'NOTE-THE STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM ROD
 DQ6524'DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION REMOVABLE DISK
 DQ6524'SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH PVC
 DQ6524'PIPE BACK FILLED WITH WASHED SAND.
 DQ6524
 DQ6524                          STATION RECOVERY (2024)
 DQ6524
 DQ6524'RECOVERY NOTE BY MN DEPT OF TRANSP 2024 (RMJ)
 DQ6524'2.5 MI (4.0 KM) EAST OF RUSHFORD VILLAGE, 1.6 MI (2.6 KM)
 DQ6524'EAST-SOUTHEAST ALONG TRUNK HIGHWAY 16 FROM THE SOUTH JUNCTION OF TRUNK
 DQ6524'HIGHWAY 16 AND TRUNK HIGHWAY 43 IN RUSHFORD VILLAGE, AT TRUNK HIGHWAY
 DQ6524'16 MILE POINT 260.03, 49.4 FT (15.1 M) SOUTHWEST OF TRUNK HIGHWAY 16,
 DQ6524'36.5 FT (11.1 M) WEST OF SPRUCE LANE, 1.5 FT (0.5 M) NORTHEAST OF A
 DQ6524'WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DQ6527 ***********************************************************************
 DQ6527  DESIGNATION -  2801 AQ
 DQ6527  PID         -  DQ6527
 DQ6527  STATE/COUNTY-  MN/HOUSTON
 DQ6527  COUNTRY     -  US
 DQ6527  USGS QUAD   -  RUSHFORD EAST (2019)
 DQ6527
 DQ6527                         *CURRENT SURVEY CONTROL
 DQ6527  ______________________________________________________________________
 DQ6527* NAD 83(1986) POSITION- 43 47 04.93   (N) 091 41 34.56   (W)   HD_HELD1
 DQ6527* NAVD 88 ORTHO HEIGHT -   217.587 (meters)      713.87  (feet) ADJUSTED
 DQ6527  ______________________________________________________________________
 DQ6527  GEOID HEIGHT    -        -30.433 (meters)                     GEOID18
 DQ6527  DYNAMIC HEIGHT  -        217.550 (meters)      713.75  (feet) COMP
 DQ6527  MODELED GRAVITY -    980,445.0   (mgal)                       NAVD 88
 DQ6527
 DQ6527  VERT ORDER      -  SECOND    CLASS I
 DQ6527
 DQ6527.The horizontal coordinates were determined by differentially corrected
 DQ6527.hand held GPS observations or other comparable positioning techniques
 DQ6527.and have an estimated accuracy of +/- 3 meters.
 DQ6527
 DQ6527.The orthometric height was determined by differential leveling and
 DQ6527.adjusted by the NATIONAL GEODETIC SURVEY
 DQ6527.in May 2019.
 DQ6527
 DQ6527.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ6527.GEOID18 height accuracy estimate available here.
 DQ6527
 DQ6527.Click photographs - Photos may exist for this station.
 DQ6527
 DQ6527.The dynamic height is computed by dividing the NAVD 88
 DQ6527.geopotential number by the normal gravity value computed on the
 DQ6527.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ6527.degrees latitude (g = 980.6199 gals.).
 DQ6527
 DQ6527.The modeled gravity was interpolated from observed gravity values.
 DQ6527
 DQ6527;                    North         East    Units  Estimated Accuracy
 DQ6527;SPC MN S     -   189,811.3     985,684.1     MT  (+/- 3 meters HH1 GPS) 
 DQ6527
 DQ6527_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXJ0517148790(NAD 83)
 DQ6527
 DQ6527                          SUPERSEDED SURVEY CONTROL
 DQ6527
 DQ6527.No superseded survey control is available for this station.
 DQ6527
 DQ6527_MARKER: I = METAL ROD
 DQ6527_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DQ6527_STAMPING: 2801 AQ 2017
 DQ6527_MARK LOGO: MNDT
 DQ6527_PROJECTION: RECESSED 5 CENTIMETERS
 DQ6527_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DQ6527_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ6527_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ6527+SATELLITE: SATELLITE OBSERVATIONS - August 28, 2024
 DQ6527_ROD/PIPE-DEPTH: 20.4 meters
 DQ6527
 DQ6527  HISTORY     - Date     Condition        Report By
 DQ6527  HISTORY     - 20170327 MONUMENTED       MNDT
 DQ6527  HISTORY     - 20201214 GOOD             MNDT
 DQ6527  HISTORY     - 20240828 GOOD             MNDT
 DQ6527
 DQ6527                          STATION DESCRIPTION
 DQ6527
 DQ6527'DESCRIBED BY MN DEPT OF TRANSP 2017
 DQ6527'THE MARK IS LOCATED ABOUT IN RUSHFORD VILLAGE.
 DQ6527'
 DQ6527'TO REACH THE MARK GO 1.1 MI (1.8 KM) WEST ALONG TRUNK HIGHWAY 30 FROM
 DQ6527'THE JUNCTION OF TRUNK HIGHWAY 30 AND TRUNK HIGHWAY 43 IN RUSHFORD
 DQ6527'VILLAGE, AT TRUNK HIGHWAY 16 MILE POINT 261.85.
 DQ6527'
 DQ6527'THE MARK IS LOCATED 34.4 FT (10.5 M) SOUTHWEST OF TRUNK HIGHWAY 16,
 DQ6527'127.7 FT (38.9 M) EAST OF A DRIVEWAY NUMBER 22331, 41.4 FT (12.6 M)
 DQ6527'SOUTHWEST OF CABLE BOX NUMBER C5B6A.
 DQ6527'
 DQ6527'NOTE-THE STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM ROD
 DQ6527'DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION REMOVABLE DISK
 DQ6527'SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH PVC
 DQ6527'PIPE BACK FILLED WITH WASHED SAND.
 DQ6527
 DQ6527                          STATION RECOVERY (2020)
 DQ6527
 DQ6527'RECOVERY NOTE BY MN DEPT OF TRANSP 2020 (KMS)
 DQ6527'RECOVERED IN GOOD CONDITION.
 DQ6527
 DQ6527                          STATION RECOVERY (2024)
 DQ6527
 DQ6527'RECOVERY NOTE BY MN DEPT OF TRANSP 2024 (RMJ)
 DQ6527'IN RUSHFORD VILLAGE, 1.1 MI (1.8 KM) WEST ALONG TRUNK HIGHWAY 30 FROM
 DQ6527'THE JUNCTION OF TRUNK HIGHWAY 30 AND TRUNK HIGHWAY 43 IN RUSHFORD
 DQ6527'VILLAGE, AT TRUNK HIGHWAY 16 MILE POINT 261.85, 34.4 FT (10.5 M)
 DQ6527'SOUTHWEST OF TRUNK HIGHWAY 16, 127.7 FT (38.9 M) EAST OF DRIVEWAY
 DQ6527'NUMBER 22331, 41.4 FT (12.6 M) SOUTHWEST OF CABLE BOX NUMBER C5B6A.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DQ6528 ***********************************************************************
 DQ6528  DESIGNATION -  2801 AR
 DQ6528  PID         -  DQ6528
 DQ6528  STATE/COUNTY-  MN/HOUSTON
 DQ6528  COUNTRY     -  US
 DQ6528  USGS QUAD   -  RUSHFORD EAST (2019)
 DQ6528
 DQ6528                         *CURRENT SURVEY CONTROL
 DQ6528  ______________________________________________________________________
 DQ6528* NAD 83(1986) POSITION- 43 46 35.40   (N) 091 41 14.88   (W)   HD_HELD1
 DQ6528* NAVD 88 ORTHO HEIGHT -   216.583 (meters)      710.57  (feet) ADJUSTED
 DQ6528  ______________________________________________________________________
 DQ6528  GEOID HEIGHT    -        -30.440 (meters)                     GEOID18
 DQ6528  DYNAMIC HEIGHT  -        216.547 (meters)      710.45  (feet) COMP
 DQ6528  MODELED GRAVITY -    980,444.6   (mgal)                       NAVD 88
 DQ6528
 DQ6528  VERT ORDER      -  SECOND    CLASS I
 DQ6528
 DQ6528.The horizontal coordinates were determined by differentially corrected
 DQ6528.hand held GPS observations or other comparable positioning techniques
 DQ6528.and have an estimated accuracy of +/- 3 meters.
 DQ6528
 DQ6528.The orthometric height was determined by differential leveling and
 DQ6528.adjusted by the NATIONAL GEODETIC SURVEY
 DQ6528.in May 2019.
 DQ6528
 DQ6528.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ6528.GEOID18 height accuracy estimate available here.
 DQ6528
 DQ6528.Click photographs - Photos may exist for this station.
 DQ6528
 DQ6528.The dynamic height is computed by dividing the NAVD 88
 DQ6528.geopotential number by the normal gravity value computed on the
 DQ6528.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ6528.degrees latitude (g = 980.6199 gals.).
 DQ6528
 DQ6528.The modeled gravity was interpolated from observed gravity values.
 DQ6528
 DQ6528;                    North         East    Units  Estimated Accuracy
 DQ6528;SPC MN S     -   188,912.7     986,149.8     MT  (+/- 3 meters HH1 GPS) 
 DQ6528
 DQ6528_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXJ0562547886(NAD 83)
 DQ6528
 DQ6528                          SUPERSEDED SURVEY CONTROL
 DQ6528
 DQ6528.No superseded survey control is available for this station.
 DQ6528
 DQ6528_MARKER: I = METAL ROD
 DQ6528_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DQ6528_STAMPING: 2801 AR 2017
 DQ6528_MARK LOGO: MNDT
 DQ6528_PROJECTION: RECESSED 5 CENTIMETERS
 DQ6528_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DQ6528_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ6528_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ6528+SATELLITE: SATELLITE OBSERVATIONS - August 28, 2024
 DQ6528_ROD/PIPE-DEPTH: 24.4 meters
 DQ6528
 DQ6528  HISTORY     - Date     Condition        Report By
 DQ6528  HISTORY     - 20170405 MONUMENTED       MNDT
 DQ6528  HISTORY     - 20201214 GOOD             MNDT
 DQ6528  HISTORY     - 20240828 GOOD             MNDT
 DQ6528
 DQ6528                          STATION DESCRIPTION
 DQ6528
 DQ6528'DESCRIBED BY MN DEPT OF TRANSP 2017
 DQ6528'THE MARK IS LOCATED ABOUT 4.0 MI (6.4 KM) EAST OF RUSHFORD VILLAGE.
 DQ6528'
 DQ6528'TO REACH THE MARK GO 4.0 MI (6.4 KM) EAST-SOUTHEAST ALONG TRUNK
 DQ6528'HIGHWAY 16 FROM THE SOUTH JUNCTION OF TRUNK HIGHWAY 16 AND TRUNK
 DQ6528'HIGHWAY 43 IN RUSHFORD VILLAGE, AT TRUNK HIGHWAY 16 MILE POINT 262.5.
 DQ6528'
 DQ6528'THE MARK IS LOCATED 39.2 FT (11.9 M) EAST-NORTHEAST OF TRUNK HIGHWAY
 DQ6528'16, 205.3 NORTH OF A DRIVEWAY, 1.5 FT (0.5 M) WEST-SOUTHWEST OF A
 DQ6528'WITNESS POST.
 DQ6528'
 DQ6528'NOTE-THE STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM ROD
 DQ6528'DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION REMOVABLE DISK
 DQ6528'SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH PVC
 DQ6528'PIPE BACK FILLED WITH WASHED SAND.
 DQ6528
 DQ6528                          STATION RECOVERY (2020)
 DQ6528
 DQ6528'RECOVERY NOTE BY MN DEPT OF TRANSP 2020 (KMS)
 DQ6528'RECOVERED IN GOOD CONDITION.
 DQ6528
 DQ6528                          STATION RECOVERY (2024)
 DQ6528
 DQ6528'RECOVERY NOTE BY MN DEPT OF TRANSP 2024 (RMJ)
 DQ6528'4.0 MI (6.4 KM) EAST OF RUSHFORD VILLAGE, 4.0 MI (6.4 KM)
 DQ6528'EAST-SOUTHEAST ALONG TRUNK HIGHWAY 16 FROM THE SOUTH JUNCTION OF TRUNK
 DQ6528'HIGHWAY 16 AND TRUNK HIGHWAY 43 IN RUSHFORD VILLAGE, AT TRUNK HIGHWAY
 DQ6528'16 MILE POINT 262.5, 39.2 FT (11.9 M) EAST-NORTHEAST OF TRUNK HIGHWAY
 DQ6528'16, 205.3 FT (62.6 M) NORTH OF A DRIVEWAY, 1.5 FT (0.5 M)
 DQ6528'WEST-SOUTHWEST OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DQ6532 ***********************************************************************
 DQ6532  DESIGNATION -  2801 AS
 DQ6532  PID         -  DQ6532
 DQ6532  STATE/COUNTY-  MN/HOUSTON
 DQ6532  COUNTRY     -  US
 DQ6532  USGS QUAD   -  RUSHFORD EAST (2019)
 DQ6532
 DQ6532                         *CURRENT SURVEY CONTROL
 DQ6532  ______________________________________________________________________
 DQ6532* NAD 83(1986) POSITION- 43 45 42.94   (N) 091 39 17.39   (W)   HD_HELD1
 DQ6532* NAVD 88 ORTHO HEIGHT -   216.989 (meters)      711.90  (feet) ADJUSTED
 DQ6532  ______________________________________________________________________
 DQ6532  GEOID HEIGHT    -        -30.502 (meters)                     GEOID18
 DQ6532  DYNAMIC HEIGHT  -        216.952 (meters)      711.78  (feet) COMP
 DQ6532  MODELED GRAVITY -    980,446.1   (mgal)                       NAVD 88
 DQ6532
 DQ6532  VERT ORDER      -  SECOND    CLASS I
 DQ6532
 DQ6532.The horizontal coordinates were determined by differentially corrected
 DQ6532.hand held GPS observations or other comparable positioning techniques
 DQ6532.and have an estimated accuracy of +/- 3 meters.
 DQ6532
 DQ6532.The orthometric height was determined by differential leveling and
 DQ6532.adjusted by the NATIONAL GEODETIC SURVEY
 DQ6532.in May 2019.
 DQ6532
 DQ6532.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ6532.GEOID18 height accuracy estimate available here.
 DQ6532
 DQ6532.Click photographs - Photos may exist for this station.
 DQ6532
 DQ6532.The dynamic height is computed by dividing the NAVD 88
 DQ6532.geopotential number by the normal gravity value computed on the
 DQ6532.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ6532.degrees latitude (g = 980.6199 gals.).
 DQ6532
 DQ6532.The modeled gravity was interpolated from observed gravity values.
 DQ6532
 DQ6532;                    North         East    Units  Estimated Accuracy
 DQ6532;SPC MN S     -   187,369.2     988,822.6     MT  (+/- 3 meters HH1 GPS) 
 DQ6532
 DQ6532_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXJ0827846310(NAD 83)
 DQ6532
 DQ6532                          SUPERSEDED SURVEY CONTROL
 DQ6532
 DQ6532.No superseded survey control is available for this station.
 DQ6532
 DQ6532_MARKER: I = METAL ROD
 DQ6532_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DQ6532_STAMPING: 2801 AS 2017
 DQ6532_MARK LOGO: MNDT
 DQ6532_PROJECTION: RECESSED 5 CENTIMETERS
 DQ6532_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DQ6532_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ6532_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ6532+SATELLITE: SATELLITE OBSERVATIONS - August 28, 2024
 DQ6532_ROD/PIPE-DEPTH: 28.0 meters
 DQ6532
 DQ6532  HISTORY     - Date     Condition        Report By
 DQ6532  HISTORY     - 20170405 MONUMENTED       MNDT
 DQ6532  HISTORY     - 20201214 GOOD             MNDT
 DQ6532  HISTORY     - 20240828 GOOD             MNDT
 DQ6532
 DQ6532                          STATION DESCRIPTION
 DQ6532
 DQ6532'DESCRIBED BY MN DEPT OF TRANSP 2017
 DQ6532'THE MARK IS LOCATED ABOUT 6.0 MI (9.7 KM) EAST OF RUSHFORD VILLAGE.
 DQ6532'
 DQ6532'TO REACH THE MARK GO 6.2 MI (10.0 KM) EAST-SOUTHEAST ALONG TRUNK
 DQ6532'HIGHWAY 16 FROM THE SOUTH JUNCTION OF TRUNK HIGHWAY 16 AND TRUNK
 DQ6532'HIGHWAY 43 IN RUSHFORD VILLAGE, AT TRUNK HIGHWAY 16 MILE POINT 264.70.
 DQ6532'THE MARK IS LOCATED 47.1 FT (14.4 M) SOUTH-SOUTHEAST OF TRUNK HIGHWAY
 DQ6532'16, 215.4 FT (65.7 M) EAST OF LITTLE VALLEY ROAD, 21.2 FT (6.5 M) EAST
 DQ6532'OF A DRIVEWAY NUMBER 20213, 5.0 FT (1.5 M) WEST OF A WITNESS POST.
 DQ6532'
 DQ6532'NOTE-THE STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM ROD
 DQ6532'DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION REMOVABLE DISK
 DQ6532'SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH PVC
 DQ6532'PIPE BACK FILLED WITH WASHED SAND.
 DQ6532
 DQ6532                          STATION RECOVERY (2020)
 DQ6532
 DQ6532'RECOVERY NOTE BY MN DEPT OF TRANSP 2020 (KMS)
 DQ6532'RECOVERED IN GOOD CONDITION.
 DQ6532
 DQ6532                          STATION RECOVERY (2024)
 DQ6532
 DQ6532'RECOVERY NOTE BY MN DEPT OF TRANSP 2024 (RMJ)
 DQ6532'6.0 MI (9.7 KM) EAST OF RUSHFORD VILLAGE, 6.2 MI (10.0 KM)
 DQ6532'EAST-SOUTHEAST ALONG TRUNK HIGHWAY 16 FROM THE SOUTH JUNCTION OF TRUNK
 DQ6532'HIGHWAY 16 AND TRUNK HIGHWAY 43 IN RUSHFORD VILLAGE, AT TRUNK HIGHWAY
 DQ6532'16 MILE POINT 264.70, 47.1 FT (14.4 M) SOUTH-SOUTHEAST OF TRUNK
 DQ6532'HIGHWAY 16, 215.4 FT (65.7 M) EAST OF LITTLE VALLEY ROAD, 21.2 FT (6.5
 DQ6532'M) EAST OF DRIVEWAY NUMBER 20213, 5.0 FT (1.5 M) WEST OF A WITNESS
 DQ6532'POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DQ6533 ***********************************************************************
 DQ6533  DESIGNATION -  2801 AT
 DQ6533  PID         -  DQ6533
 DQ6533  STATE/COUNTY-  MN/HOUSTON
 DQ6533  COUNTRY     -  US
 DQ6533  USGS QUAD   -  RUSHFORD EAST (2019)
 DQ6533
 DQ6533                         *CURRENT SURVEY CONTROL
 DQ6533  ______________________________________________________________________
 DQ6533* NAD 83(1986) POSITION- 43 46 10.7    (N) 091 38 12.7    (W)   HD_HELD2
 DQ6533* NAVD 88 ORTHO HEIGHT -   240.911 (meters)      790.39  (feet) ADJUSTED
 DQ6533  ______________________________________________________________________
 DQ6533  GEOID HEIGHT    -        -30.546 (meters)                     GEOID18
 DQ6533  DYNAMIC HEIGHT  -        240.872 (meters)      790.26  (feet) COMP
 DQ6533  MODELED GRAVITY -    980,448.2   (mgal)                       NAVD 88
 DQ6533
 DQ6533  VERT ORDER      -  SECOND    CLASS I
 DQ6533
 DQ6533.The horizontal coordinates were established by autonomous hand held GPS
 DQ6533.observations and have an estimated accuracy of +/- 10 meters.
 DQ6533
 DQ6533.The orthometric height was determined by differential leveling and
 DQ6533.adjusted by the NATIONAL GEODETIC SURVEY
 DQ6533.in May 2019.
 DQ6533
 DQ6533.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ6533.GEOID18 height accuracy estimate available here.
 DQ6533
 DQ6533.Click photographs - Photos may exist for this station.
 DQ6533
 DQ6533.The dynamic height is computed by dividing the NAVD 88
 DQ6533.geopotential number by the normal gravity value computed on the
 DQ6533.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ6533.degrees latitude (g = 980.6199 gals.).
 DQ6533
 DQ6533.The modeled gravity was interpolated from observed gravity values.
 DQ6533
 DQ6533;                    North         East    Units  Estimated Accuracy
 DQ6533;SPC MN S     -   188,267.      990,244.      MT  (+/- 10 meters HH2 GPS)
 DQ6533
 DQ6533_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXJ0971047190(NAD 83)
 DQ6533
 DQ6533                          SUPERSEDED SURVEY CONTROL
 DQ6533
 DQ6533.No superseded survey control is available for this station.
 DQ6533
 DQ6533_MARKER: I = METAL ROD
 DQ6533_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DQ6533_STAMPING: 2801 AT 2017
 DQ6533_MARK LOGO: MNDT
 DQ6533_PROJECTION: RECESSED 5 CENTIMETERS
 DQ6533_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DQ6533_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ6533_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ6533+SATELLITE: SATELLITE OBSERVATIONS - August 28, 2024
 DQ6533_ROD/PIPE-DEPTH: 6.1 meters
 DQ6533
 DQ6533  HISTORY     - Date     Condition        Report By
 DQ6533  HISTORY     - 20170405 MONUMENTED       MNDT
 DQ6533  HISTORY     - 20240828 GOOD             MNDT
 DQ6533
 DQ6533                          STATION DESCRIPTION
 DQ6533
 DQ6533'DESCRIBED BY MN DEPT OF TRANSP 2017
 DQ6533'THE MARK IS LOCATED ABOUT 6.5 MI (10.5 KM) EAST OF RUSHFORD VILLAGE.
 DQ6533'
 DQ6533'TO REACH THE MARK GO 7.3 MI (11.7 KM) EAST-SOUTHEAST ALONG TRUNK
 DQ6533'HIGHWAY 16 FROM THE SOUTH JUNCTION OF TRUNK HIGHWAY 16 AND TRUNK
 DQ6533'HIGHWAY 43 IN RUSHFORD VILLAGE, AT TRUNK HIGHWAY 16 MILE POINT 265.85.
 DQ6533'THE MARK IS LOCATED 49.3 FT (15.0 M) WEST-NORTHWEST OF TRUNK HIGHWAY
 DQ6533'16, 1.5 FT (0.5 M) EAST-SOUTHEAST OF A WITNESS POST.
 DQ6533'
 DQ6533'NOTE-THE STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM ROD
 DQ6533'DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION REMOVABLE DISK
 DQ6533'SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH PVC
 DQ6533'PIPE BACK FILLED WITH WASHED SAND.
 DQ6533
 DQ6533                          STATION RECOVERY (2024)
 DQ6533
 DQ6533'RECOVERY NOTE BY MN DEPT OF TRANSP 2024 (RMJ)
 DQ6533'6.5 MI (10.5 KM) EAST OF RUSHFORD VILLAGE, 7.3 MI (11.7 KM)
 DQ6533'EAST-SOUTHEAST ALONG TRUNK HIGHWAY 16 FROM THE SOUTH JUNCTION OF TRUNK
 DQ6533'HIGHWAY 16 AND TRUNK HIGHWAY 43 IN RUSHFORD VILLAGE, AT TRUNK HIGHWAY
 DQ6533'16 MILE POINT 265.85, 49.3 FT (15.0 M) WEST-NORTHWEST OF TRUNK HIGHWAY
 DQ6533'16, 1.5 FT (0.5 M) EAST-SOUTHEAST OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DQ6537 ***********************************************************************
 DQ6537  DESIGNATION -  2801 AU
 DQ6537  PID         -  DQ6537
 DQ6537  STATE/COUNTY-  MN/HOUSTON
 DQ6537  COUNTRY     -  US
 DQ6537  USGS QUAD   -  HOUSTON (2019)
 DQ6537
 DQ6537                         *CURRENT SURVEY CONTROL
 DQ6537  ______________________________________________________________________
 DQ6537* NAD 83(1986) POSITION- 43 45 47.59   (N) 091 34 50.61   (W)   HD_HELD1
 DQ6537* NAVD 88 ORTHO HEIGHT -   210.636 (meters)      691.06  (feet) ADJUSTED
 DQ6537  ______________________________________________________________________
 DQ6537  GEOID HEIGHT    -        -30.680 (meters)                     GEOID18
 DQ6537  DYNAMIC HEIGHT  -        210.600 (meters)      690.94  (feet) COMP
 DQ6537  MODELED GRAVITY -    980,447.4   (mgal)                       NAVD 88
 DQ6537
 DQ6537  VERT ORDER      -  SECOND    CLASS I
 DQ6537
 DQ6537.The horizontal coordinates were determined by differentially corrected
 DQ6537.hand held GPS observations or other comparable positioning techniques
 DQ6537.and have an estimated accuracy of +/- 3 meters.
 DQ6537
 DQ6537.The orthometric height was determined by differential leveling and
 DQ6537.adjusted by the NATIONAL GEODETIC SURVEY
 DQ6537.in May 2019.
 DQ6537
 DQ6537.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ6537.GEOID18 height accuracy estimate available here.
 DQ6537
 DQ6537.Click photographs - Photos may exist for this station.
 DQ6537
 DQ6537.The dynamic height is computed by dividing the NAVD 88
 DQ6537.geopotential number by the normal gravity value computed on the
 DQ6537.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ6537.degrees latitude (g = 980.6199 gals.).
 DQ6537
 DQ6537.The modeled gravity was interpolated from observed gravity values.
 DQ6537
 DQ6537;                    North         East    Units  Estimated Accuracy
 DQ6537;SPC MN S     -   187,686.5     994,783.3     MT  (+/- 3 meters HH1 GPS) 
 DQ6537
 DQ6537_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXJ1424146553(NAD 83)
 DQ6537
 DQ6537                          SUPERSEDED SURVEY CONTROL
 DQ6537
 DQ6537.No superseded survey control is available for this station.
 DQ6537
 DQ6537_MARKER: I = METAL ROD
 DQ6537_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DQ6537_STAMPING: 2801 AU 2017
 DQ6537_MARK LOGO: MNDT
 DQ6537_PROJECTION: RECESSED 5 CENTIMETERS
 DQ6537_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DQ6537_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ6537_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ6537+SATELLITE: SATELLITE OBSERVATIONS - August 28, 2024
 DQ6537_ROD/PIPE-DEPTH: 17.7 meters
 DQ6537
 DQ6537  HISTORY     - Date     Condition        Report By
 DQ6537  HISTORY     - 20170404 MONUMENTED       MNDT
 DQ6537  HISTORY     - 20201215 GOOD             MNDT
 DQ6537  HISTORY     - 20240828 GOOD             MNDT
 DQ6537
 DQ6537                          STATION DESCRIPTION
 DQ6537
 DQ6537'DESCRIBED BY MN DEPT OF TRANSP 2017
 DQ6537'THE STATION IS LOCATED ABOUT 7.9 MI (12.7 KM) NORTHEAST OF YUCATAN,
 DQ6537'5.9 MI (9.5 KM) NORTH OF SHELDON AND 0.6 MI (1.0 KM) WEST OF HOUSTON.
 DQ6537'
 DQ6537'TO REACH THE MARK GO 0.6 MI (1.0 KM) WEST ALONG TRUNK HIGHWAY 16 FROM
 DQ6537'THE WEST JUNCTION OF TRUNK HIGHWAY 16 AND TRUNK HIGHWAY 76 IN HOUSTON,
 DQ6537'AT TRUNK HIGHWAY 16 MILE POINT 269.01.
 DQ6537'
 DQ6537'THE MARK IS LOCATED 75.2 FT (22.9 M) NORTH OF TRUNK HIGHWAY 16, 155.0
 DQ6537'FT (47.2 M) SOUTH OF TRAIL, 30.1 FT (9.2 M) EAST OF AN ENTRANCE, 1.5
 DQ6537'FT (0.5 M) SOUTH OF A WITNESS POST.
 DQ6537'
 DQ6537'NOTE-THE STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM ROD
 DQ6537'DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION REMOVABLE DISK
 DQ6537'SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH PVC
 DQ6537'PIPE BACK FILLED WITH WASHED SAND.
 DQ6537
 DQ6537                          STATION RECOVERY (2020)
 DQ6537
 DQ6537'RECOVERY NOTE BY MN DEPT OF TRANSP 2020 (KMS)
 DQ6537'RECOVERED IN GOOD CONDITION.
 DQ6537
 DQ6537                          STATION RECOVERY (2024)
 DQ6537
 DQ6537'RECOVERY NOTE BY MN DEPT OF TRANSP 2024 (RMJ)
 DQ6537'IN HOUSTON, 0.6 MI (1.0 KM) WEST ALONG TRUNK HIGHWAY 16 FROM THE WEST
 DQ6537'JUNCTION OF TRUNK HIGHWAY 16 AND TRUNK HIGHWAY 76 IN HOUSTON, AT TRUNK
 DQ6537'HIGHWAY 16 MILE POINT 269.01, 75.2 FT (22.9 M) NORTH OF TRUNK HIGHWAY
 DQ6537'16, 155.0 FT (47.2 M) SOUTH OF A TRAIL, 30.1 FT (9.2 M) EAST OF AN
 DQ6537'ENTRANCE, 1.5 FT (0.5 M) SOUTH OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DQ6538 ***********************************************************************
 DQ6538  DESIGNATION -  2801 AV
 DQ6538  PID         -  DQ6538
 DQ6538  STATE/COUNTY-  MN/HOUSTON
 DQ6538  COUNTRY     -  US
 DQ6538  USGS QUAD   -  HOUSTON (2019)
 DQ6538
 DQ6538                         *CURRENT SURVEY CONTROL
 DQ6538  ______________________________________________________________________
 DQ6538* NAD 83(1986) POSITION- 43 45 47.43   (N) 091 33 35.70   (W)   HD_HELD1
 DQ6538* NAVD 88 ORTHO HEIGHT -   207.028 (meters)      679.22  (feet) ADJUSTED
 DQ6538  ______________________________________________________________________
 DQ6538  GEOID HEIGHT    -        -30.733 (meters)                     GEOID18
 DQ6538  DYNAMIC HEIGHT  -        206.993 (meters)      679.11  (feet) COMP
 DQ6538  MODELED GRAVITY -    980,444.9   (mgal)                       NAVD 88
 DQ6538
 DQ6538  VERT ORDER      -  SECOND    CLASS I
 DQ6538
 DQ6538.The horizontal coordinates were determined by differentially corrected
 DQ6538.hand held GPS observations or other comparable positioning techniques
 DQ6538.and have an estimated accuracy of +/- 3 meters.
 DQ6538
 DQ6538.The orthometric height was determined by differential leveling and
 DQ6538.adjusted by the NATIONAL GEODETIC SURVEY
 DQ6538.in May 2019.
 DQ6538
 DQ6538.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ6538.GEOID18 height accuracy estimate available here.
 DQ6538
 DQ6538.Click photographs - Photos may exist for this station.
 DQ6538
 DQ6538.The dynamic height is computed by dividing the NAVD 88
 DQ6538.geopotential number by the normal gravity value computed on the
 DQ6538.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ6538.degrees latitude (g = 980.6199 gals.).
 DQ6538
 DQ6538.The modeled gravity was interpolated from observed gravity values.
 DQ6538
 DQ6538;                    North         East    Units  Estimated Accuracy
 DQ6538;SPC MN S     -   187,731.4     996,458.3     MT  (+/- 3 meters HH1 GPS) 
 DQ6538
 DQ6538_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXJ1591646577(NAD 83)
 DQ6538
 DQ6538                          SUPERSEDED SURVEY CONTROL
 DQ6538
 DQ6538.No superseded survey control is available for this station.
 DQ6538
 DQ6538_MARKER: I = METAL ROD
 DQ6538_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DQ6538_STAMPING: 2801 AV 2017
 DQ6538_MARK LOGO: MNDT
 DQ6538_PROJECTION: RECESSED 5 CENTIMETERS
 DQ6538_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DQ6538_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ6538_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ6538+SATELLITE: SATELLITE OBSERVATIONS - September 04, 2024
 DQ6538_ROD/PIPE-DEPTH: 24.1 meters
 DQ6538
 DQ6538  HISTORY     - Date     Condition        Report By
 DQ6538  HISTORY     - 20170404 MONUMENTED       MNDT
 DQ6538  HISTORY     - 20240904 GOOD             MNDT
 DQ6538
 DQ6538                          STATION DESCRIPTION
 DQ6538
 DQ6538'DESCRIBED BY MN DEPT OF TRANSP 2017
 DQ6538'THE MARK IS LOCATED ABOUT AT THE EAST EDGE OF HOUSTON CITY LIMITS.
 DQ6538'
 DQ6538'TO REACH THE MARK GO 0.45 MI (0.72 KM) EAST ALONG TRUNK HIGHWAY 16
 DQ6538'FROM THE WEST JUNCTION OF TRUNK HIGHWAY 16 AND TRUNK HIGHWAY 76 IN
 DQ6538'HOUSTON, AT TRUNK HIGHWAY 16 MILE POINT 270.1.
 DQ6538'
 DQ6538'THE MARK IS LOCATED 50.8 FT (15.5 M) SOUTH OF TRUNK HIGHWAY 16, 34.2
 DQ6538'FT (10.4 M) EAST OF KILBORN STREET, 1.5 FT (0.5 M) NORTH OF A WITNESS
 DQ6538'POST.
 DQ6538'
 DQ6538'NOTE-THE STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM ROD
 DQ6538'DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION REMOVABLE DISK
 DQ6538'SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH PVC
 DQ6538'PIPE BACK FILLED WITH WASHED SAND.
 DQ6538
 DQ6538                          STATION RECOVERY (2024)
 DQ6538
 DQ6538'RECOVERY NOTE BY MN DEPT OF TRANSP 2024 (RMJ)
 DQ6538'AT THE EAST EDGE OF HOUSTON CITY LIMITS, 0.45 MI (0.72 KM) EAST ALONG
 DQ6538'TRUNK HIGHWAY 16 FROM THE WEST JUNCTION OF TRUNK HIGHWAY 16 AND TRUNK
 DQ6538'HIGHWAY 76 IN HOUSTON, AT TRUNK HIGHWAY 16 MILE POINT 270.1, 50.8 FT
 DQ6538'(15.5 M) SOUTH OF TRUNK HIGHWAY 16, 34.2 FT (10.4 M) EAST OF KILBORN
 DQ6538'STREET, 1.5 FT (0.5 M) NORTH OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DQ6544 ***********************************************************************
 DQ6544  DESIGNATION -  2801 AW
 DQ6544  PID         -  DQ6544
 DQ6544  STATE/COUNTY-  MN/HOUSTON
 DQ6544  COUNTRY     -  US
 DQ6544  USGS QUAD   -  HOUSTON (2019)
 DQ6544
 DQ6544                         *CURRENT SURVEY CONTROL
 DQ6544  ______________________________________________________________________
 DQ6544* NAD 83(1986) POSITION- 43 45 51.51   (N) 091 31 52.84   (W)   HD_HELD1
 DQ6544* NAVD 88 ORTHO HEIGHT -   205.397 (meters)      673.87  (feet) ADJUSTED
 DQ6544  ______________________________________________________________________
 DQ6544  GEOID HEIGHT    -        -30.802 (meters)                     GEOID18
 DQ6544  DYNAMIC HEIGHT  -        205.361 (meters)      673.76  (feet) COMP
 DQ6544  MODELED GRAVITY -    980,441.4   (mgal)                       NAVD 88
 DQ6544
 DQ6544  VERT ORDER      -  SECOND    CLASS I
 DQ6544
 DQ6544.The horizontal coordinates were determined by differentially corrected
 DQ6544.hand held GPS observations or other comparable positioning techniques
 DQ6544.and have an estimated accuracy of +/- 3 meters.
 DQ6544
 DQ6544.The orthometric height was determined by differential leveling and
 DQ6544.adjusted by the NATIONAL GEODETIC SURVEY
 DQ6544.in May 2019.
 DQ6544
 DQ6544.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ6544.GEOID18 height accuracy estimate available here.
 DQ6544
 DQ6544.Click photographs - Photos may exist for this station.
 DQ6544
 DQ6544.The dynamic height is computed by dividing the NAVD 88
 DQ6544.geopotential number by the normal gravity value computed on the
 DQ6544.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ6544.degrees latitude (g = 980.6199 gals.).
 DQ6544
 DQ6544.The modeled gravity was interpolated from observed gravity values.
 DQ6544
 DQ6544;                    North         East    Units  Estimated Accuracy
 DQ6544;SPC MN S     -   187,926.3     998,754.2     MT  (+/- 3 meters HH1 GPS) 
 DQ6544
 DQ6544_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXJ1821346743(NAD 83)
 DQ6544
 DQ6544                          SUPERSEDED SURVEY CONTROL
 DQ6544
 DQ6544.No superseded survey control is available for this station.
 DQ6544
 DQ6544_MARKER: I = METAL ROD
 DQ6544_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DQ6544_STAMPING: 2801 AW 2017
 DQ6544_MARK LOGO: MNDT
 DQ6544_PROJECTION: RECESSED 5 CENTIMETERS
 DQ6544_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DQ6544_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ6544_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ6544+SATELLITE: SATELLITE OBSERVATIONS - September 04, 2024
 DQ6544_ROD/PIPE-DEPTH: 32.0 meters
 DQ6544
 DQ6544  HISTORY     - Date     Condition        Report By
 DQ6544  HISTORY     - 20170406 MONUMENTED       MNDT
 DQ6544  HISTORY     - 20201214 GOOD             MNDT
 DQ6544  HISTORY     - 20240904 GOOD             MNDT
 DQ6544
 DQ6544                          STATION DESCRIPTION
 DQ6544
 DQ6544'DESCRIBED BY MN DEPT OF TRANSP 2017
 DQ6544'THE STATION IS LOCATED ABOUT 9.1 MI (14.6 KM) NORTH OF CALEDONIA, 6.7
 DQ6544'MI (10.8 KM) NORTH-NORTHEAST OF SHELDON AND 1.9 MI (3.1 KM) EAST OF
 DQ6544'HOUSTON.
 DQ6544'
 DQ6544'TO REACH THE MARK GO 1.0 MI (1.6 KM) EAST ALONG TRUNK HIGHWAY 16 FROM
 DQ6544'THE EAST JUNCTION OF TRUNK HIGHWAY 16 AND TRUNK HIGHWAY 76 IN HOUSTON,
 DQ6544'AT TRUNK HIGHWAY 16 MILE POINT 271.55.
 DQ6544'
 DQ6544'THE MARK IS LOCATED 65.5 FT (20.0 M) NORTH OF TRUNK HIGHWAY 16, 1.5 FT
 DQ6544'(0.5 M) SOUTH OF A WITNESS POST.
 DQ6544'
 DQ6544'NOTE-THE STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM ROD
 DQ6544'DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION REMOVABLE DISK
 DQ6544'SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH PVC
 DQ6544'PIPE BACK FILLED WITH WASHED SAND.
 DQ6544
 DQ6544                          STATION RECOVERY (2020)
 DQ6544
 DQ6544'RECOVERY NOTE BY MN DEPT OF TRANSP 2020 (KMS)
 DQ6544'RECOVERED IN GOOD CONDITION.
 DQ6544
 DQ6544                          STATION RECOVERY (2024)
 DQ6544
 DQ6544'RECOVERY NOTE BY MN DEPT OF TRANSP 2024 (RMJ)
 DQ6544'2.0 MI (3.2 KM) EAST OF HOUSTON, 1.0 MI (1.6 KM) EAST ALONG TRUNK
 DQ6544'HIGHWAY 16 FROM THE EAST JUNCTION OF TRUNK HIGHWAY 16 AND TRUNK
 DQ6544'HIGHWAY 76 IN HOUSTON, AT TRUNK HIGHWAY 16 MILE POINT 271.55, 65.5 FT
 DQ6544'(20.0 M) NORTH OF TRUNK HIGHWAY 16, 1.5 FT (0.5 M) SOUTH OF A WITNESS
 DQ6544'POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DQ6546 ***********************************************************************
 DQ6546  DESIGNATION -  2801 AX
 DQ6546  PID         -  DQ6546
 DQ6546  STATE/COUNTY-  MN/HOUSTON
 DQ6546  COUNTRY     -  US
 DQ6546  USGS QUAD   -  HOUSTON (2019)
 DQ6546
 DQ6546                         *CURRENT SURVEY CONTROL
 DQ6546  ______________________________________________________________________
 DQ6546* NAD 83(1986) POSITION- 43 46 24.06   (N) 091 30 29.81   (W)   HD_HELD1
 DQ6546* NAVD 88 ORTHO HEIGHT -   205.816 (meters)      675.25  (feet) ADJUSTED
 DQ6546  ______________________________________________________________________
 DQ6546  GEOID HEIGHT    -        -30.867 (meters)                     GEOID18
 DQ6546  DYNAMIC HEIGHT  -        205.781 (meters)      675.13  (feet) COMP
 DQ6546  MODELED GRAVITY -    980,445.8   (mgal)                       NAVD 88
 DQ6546
 DQ6546  VERT ORDER      -  SECOND    CLASS I
 DQ6546
 DQ6546.The horizontal coordinates were determined by differentially corrected
 DQ6546.hand held GPS observations or other comparable positioning techniques
 DQ6546.and have an estimated accuracy of +/- 3 meters.
 DQ6546
 DQ6546.The orthometric height was determined by differential leveling and
 DQ6546.adjusted by the NATIONAL GEODETIC SURVEY
 DQ6546.in May 2019.
 DQ6546
 DQ6546.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ6546.GEOID18 height accuracy estimate available here.
 DQ6546
 DQ6546.Click photographs - Photos may exist for this station.
 DQ6546
 DQ6546.The dynamic height is computed by dividing the NAVD 88
 DQ6546.geopotential number by the normal gravity value computed on the
 DQ6546.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ6546.degrees latitude (g = 980.6199 gals.).
 DQ6546
 DQ6546.The modeled gravity was interpolated from observed gravity values.
 DQ6546
 DQ6546;                    North         East    Units  Estimated Accuracy
 DQ6546;SPC MN S     -   188,986.8   1,000,579.9     MT  (+/- 3 meters HH1 GPS) 
 DQ6546
 DQ6546_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXJ2005247781(NAD 83)
 DQ6546
 DQ6546                          SUPERSEDED SURVEY CONTROL
 DQ6546
 DQ6546.No superseded survey control is available for this station.
 DQ6546
 DQ6546_MARKER: I = METAL ROD
 DQ6546_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DQ6546_STAMPING: 2801 AX 2017
 DQ6546_MARK LOGO: MNDT
 DQ6546_PROJECTION: RECESSED 5 CENTIMETERS
 DQ6546_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DQ6546_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ6546_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ6546+SATELLITE: SATELLITE OBSERVATIONS - September 04, 2024
 DQ6546_ROD/PIPE-DEPTH: 10.4 meters
 DQ6546
 DQ6546  HISTORY     - Date     Condition        Report By
 DQ6546  HISTORY     - 20170404 MONUMENTED       MNDT
 DQ6546  HISTORY     - 20240904 GOOD             MNDT
 DQ6546
 DQ6546                          STATION DESCRIPTION
 DQ6546
 DQ6546'DESCRIBED BY MN DEPT OF TRANSP 2017
 DQ6546'THE MARK IS LOCATED ABOUT 3.0 MI (4.8 KM) NORTHEAST OF HOUSTON.
 DQ6546'
 DQ6546'TO REACH THE MARK GO 2.4 MI (3.9 KM) EAST ALONG TRUNK HIGHWAY 16 FROM
 DQ6546'THE EAST JUNCTION OF TRUNK HIGHWAY 16 AND TRUNK HIGHWAY 76 IN HOUSTON,
 DQ6546'AT TRUNK HIGHWAY 16 MILE POINT 272.98.
 DQ6546'
 DQ6546'THE MARK IS LOCATED 34.2 FT (10.4 M) SOUTH OF TRUNK HIGHWAY 16, 1.5 FT
 DQ6546'(0.5 M) NORTH OF A WITNESS POST.
 DQ6546'
 DQ6546'NOTE-THE STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM ROD
 DQ6546'DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION REMOVABLE DISK
 DQ6546'SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH PVC
 DQ6546'PIPE BACK FILLED WITH WASHED SAND.
 DQ6546
 DQ6546                          STATION RECOVERY (2024)
 DQ6546
 DQ6546'RECOVERY NOTE BY MN DEPT OF TRANSP 2024 (RMJ)
 DQ6546'3.0 MI (4.8 KM) NORTHEAST OF HOUSTON, 2.4 MI (3.9 KM) EAST ALONG TRUNK
 DQ6546'HIGHWAY 16 FROM THE EAST JUNCTION OF TRUNK HIGHWAY 16 AND TRUNK
 DQ6546'HIGHWAY 76 IN HOUSTON, AT TRUNK HIGHWAY 16 MILE POINT 272.98, 34.2 FT
 DQ6546'(10.4 M) SOUTH OF TRUNK HIGHWAY 16, 1.5 FT (0.5 M) NORTH OF A WITNESS
 DQ6546'POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DQ6549 ***********************************************************************
 DQ6549  DESIGNATION -  2801 AY
 DQ6549  PID         -  DQ6549
 DQ6549  STATE/COUNTY-  MN/HOUSTON
 DQ6549  COUNTRY     -  US
 DQ6549  USGS QUAD   -  MOUND PRAIRIE (2019)
 DQ6549
 DQ6549                         *CURRENT SURVEY CONTROL
 DQ6549  ______________________________________________________________________
 DQ6549* NAD 83(1986) POSITION- 43 46 15.19   (N) 091 28 06.74   (W)   HD_HELD1
 DQ6549* NAVD 88 ORTHO HEIGHT -   204.137 (meters)      669.74  (feet) ADJUSTED
 DQ6549  ______________________________________________________________________
 DQ6549  GEOID HEIGHT    -        -30.974 (meters)                     GEOID18
 DQ6549  DYNAMIC HEIGHT  -        204.102 (meters)      669.62  (feet) COMP
 DQ6549  MODELED GRAVITY -    980,445.1   (mgal)                       NAVD 88
 DQ6549
 DQ6549  VERT ORDER      -  SECOND    CLASS I
 DQ6549
 DQ6549.The horizontal coordinates were determined by differentially corrected
 DQ6549.hand held GPS observations or other comparable positioning techniques
 DQ6549.and have an estimated accuracy of +/- 3 meters.
 DQ6549
 DQ6549.The orthometric height was determined by differential leveling and
 DQ6549.adjusted by the NATIONAL GEODETIC SURVEY
 DQ6549.in May 2019.
 DQ6549
 DQ6549.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ6549.GEOID18 height accuracy estimate available here.
 DQ6549
 DQ6549.Click photographs - Photos may exist for this station.
 DQ6549
 DQ6549.The dynamic height is computed by dividing the NAVD 88
 DQ6549.geopotential number by the normal gravity value computed on the
 DQ6549.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ6549.degrees latitude (g = 980.6199 gals.).
 DQ6549
 DQ6549.The modeled gravity was interpolated from observed gravity values.
 DQ6549
 DQ6549;                    North         East    Units  Estimated Accuracy
 DQ6549;SPC MN S     -   188,811.4   1,003,786.5     MT  (+/- 3 meters HH1 GPS) 
 DQ6549
 DQ6549_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXJ2325547565(NAD 83)
 DQ6549
 DQ6549                          SUPERSEDED SURVEY CONTROL
 DQ6549
 DQ6549.No superseded survey control is available for this station.
 DQ6549
 DQ6549_MARKER: I = METAL ROD
 DQ6549_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DQ6549_STAMPING: 2801 AY 2017
 DQ6549_MARK LOGO: MNDT
 DQ6549_PROJECTION: RECESSED 5 CENTIMETERS
 DQ6549_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DQ6549_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ6549_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ6549+SATELLITE: SATELLITE OBSERVATIONS - September 08, 2024
 DQ6549_ROD/PIPE-DEPTH: 14.0 meters
 DQ6549
 DQ6549  HISTORY     - Date     Condition        Report By
 DQ6549  HISTORY     - 20170404 MONUMENTED       MNDT
 DQ6549  HISTORY     - 20240908 GOOD             MNDT
 DQ6549
 DQ6549                          STATION DESCRIPTION
 DQ6549
 DQ6549'DESCRIBED BY MN DEPT OF TRANSP 2017
 DQ6549'THE STATION IS LOCATED ABOUT 9.5 MI (15.3 KM) NORTH OF CALEDONIA, 8.9
 DQ6549'MI (14.3 KM) NORTHEAST OF SHELDON AND 5.0 MI (8.0 KM) EAST OF HOUSTON.
 DQ6549'TO REACH THE MARK GO 4.5 MI (7.2 KM) EAST ALONG TRUNK HIGHWAY 16 FROM
 DQ6549'THE EAST JUNCTION OF TRUNK HIGHWAY 16 AND TRUNK HIGHWAY 76 IN HOUSTON,
 DQ6549'AT TRUNK HIGHWAY 16 MILE POINT 276.00.
 DQ6549'
 DQ6549'THE MARK IS LOCATED 31.7 FT (9.7 M) NORTH-NORTHWEST OF TRUNK HIGHWAY
 DQ6549'16, 1.5 FT (0.5 M) SOUTH-SOUTHEAST OF A WITNESS POST.
 DQ6549'
 DQ6549'NOTE-THE STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM ROD
 DQ6549'DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION REMOVABLE DISK
 DQ6549'SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH PVC
 DQ6549'PIPE BACK FILLED WITH WASHED SAND.
 DQ6549
 DQ6549                          STATION RECOVERY (2024)
 DQ6549
 DQ6549'RECOVERY NOTE BY MN DEPT OF TRANSP 2024 (RMJ)
 DQ6549'5.0 MI (8.0 KM) EAST OF HOUSTON, 4.5 MI (7.2 KM) EAST ALONG TRUNK
 DQ6549'HIGHWAY 16 FROM THE EAST JUNCTION OF TRUNK HIGHWAY 16 AND TRUNK
 DQ6549'HIGHWAY 76 IN HOUSTON, AT TRUNK HIGHWAY 16 MILE POINT 276.00, 31.7 FT
 DQ6549'(9.7 M) NORTH-NORTHWEST OF TRUNK HIGHWAY 16, 1.5 FT (0.5 M)
 DQ6549'SOUTH-SOUTHEAST OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DQ6550 ***********************************************************************
 DQ6550  DESIGNATION -  2801 AZ
 DQ6550  PID         -  DQ6550
 DQ6550  STATE/COUNTY-  MN/HOUSTON
 DQ6550  COUNTRY     -  US
 DQ6550  USGS QUAD   -  MOUND PRAIRIE (2019)
 DQ6550
 DQ6550                         *CURRENT SURVEY CONTROL
 DQ6550  ______________________________________________________________________
 DQ6550* NAD 83(1986) POSITION- 43 45 53.86   (N) 091 26 59.49   (W)   HD_HELD1
 DQ6550* NAVD 88 ORTHO HEIGHT -   204.986 (meters)      672.52  (feet) ADJUSTED
 DQ6550  ______________________________________________________________________
 DQ6550  GEOID HEIGHT    -        -31.025 (meters)                     GEOID18
 DQ6550  DYNAMIC HEIGHT  -        204.950 (meters)      672.41  (feet) COMP
 DQ6550  MODELED GRAVITY -    980,442.4   (mgal)                       NAVD 88
 DQ6550
 DQ6550  VERT ORDER      -  SECOND    CLASS I
 DQ6550
 DQ6550.The horizontal coordinates were determined by differentially corrected
 DQ6550.hand held GPS observations or other comparable positioning techniques
 DQ6550.and have an estimated accuracy of +/- 3 meters.
 DQ6550
 DQ6550.The orthometric height was determined by differential leveling and
 DQ6550.adjusted by the NATIONAL GEODETIC SURVEY
 DQ6550.in May 2019.
 DQ6550
 DQ6550.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ6550.GEOID18 height accuracy estimate available here.
 DQ6550
 DQ6550.Click photographs - Photos may exist for this station.
 DQ6550
 DQ6550.The dynamic height is computed by dividing the NAVD 88
 DQ6550.geopotential number by the normal gravity value computed on the
 DQ6550.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ6550.degrees latitude (g = 980.6199 gals.).
 DQ6550
 DQ6550.The modeled gravity was interpolated from observed gravity values.
 DQ6550
 DQ6550;                    North         East    Units  Estimated Accuracy
 DQ6550;SPC MN S     -   188,200.2   1,005,310.4     MT  (+/- 3 meters HH1 GPS) 
 DQ6550
 DQ6550_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXJ2477146935(NAD 83)
 DQ6550
 DQ6550                          SUPERSEDED SURVEY CONTROL
 DQ6550
 DQ6550.No superseded survey control is available for this station.
 DQ6550
 DQ6550_MARKER: I = METAL ROD
 DQ6550_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DQ6550_STAMPING: 2801 AZ 2017
 DQ6550_MARK LOGO: MNDT
 DQ6550_PROJECTION: RECESSED 5 CENTIMETERS
 DQ6550_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DQ6550_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ6550_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ6550+SATELLITE: SATELLITE OBSERVATIONS - September 03, 2024
 DQ6550_ROD/PIPE-DEPTH: 19.8 meters
 DQ6550
 DQ6550  HISTORY     - Date     Condition        Report By
 DQ6550  HISTORY     - 20170404 MONUMENTED       MNDT
 DQ6550  HISTORY     - 20240903 GOOD             MNDT
 DQ6550
 DQ6550                          STATION DESCRIPTION
 DQ6550
 DQ6550'DESCRIBED BY MN DEPT OF TRANSP 2017
 DQ6550'THE STATION IS LOCATED ABOUT 9.3 MI (15.0 KM) NORTHEAST OF SHELDON,
 DQ6550'9.3 MI (15.0 KM) NORTH-NORTHEAST OF CALEDONIA AND 5.9 MI (9.5 KM) EAST
 DQ6550'OF HOUSTON.
 DQ6550'
 DQ6550'TO REACH THE MARK GO 5.3 MI (8.5 KM) EAST ALONG TRUNK HIGHWAY 16 FROM
 DQ6550'THE EAST JUNCTION OF TRUNK HIGHWAY 16 AND TRUNK HIGHWAY 76 IN HOUSTON,
 DQ6550'AT TRUNK HIGHWAY 16 MILE POINT 276.95.
 DQ6550'
 DQ6550'THE MARK IS LOCATED 39.0 FT (11.9 M) NORTH-NORTHWEST OF TRUNK HIGHWAY
 DQ6550'16, 177.0 FT (53.9 M) EAST OF THE WEST JUNCTION OF MOUND PRAIRIE DRIVE
 DQ6550'EXTENDED, 74.5 FT (22.7 M) WEST OF A EXTENDED DRIVEWAY NUMBER 9839,
 DQ6550'1.5 FT (0.5 M) SOUTH-SOUTHEAST OF A WITNESS POST.
 DQ6550'
 DQ6550'NOTE-THE STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM ROD
 DQ6550'DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION REMOVABLE DISK
 DQ6550'SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH PVC
 DQ6550'PIPE BACK FILLED WITH WASHED SAND.
 DQ6550
 DQ6550                          STATION RECOVERY (2024)
 DQ6550
 DQ6550'RECOVERY NOTE BY MN DEPT OF TRANSP 2024 (RMJ)
 DQ6550'6.0 MI (9.7 KM) EAST OF HOUSTON, 5.3 MI (8.5 KM) EAST ALONG TRUNK
 DQ6550'HIGHWAY 16 FROM THE EAST JUNCTION OF TRUNK HIGHWAY 16 AND TRUNK
 DQ6550'HIGHWAY 76 IN HOUSTON, AT TRUNK HIGHWAY 16 MILE POINT 276.95, 39.0 FT
 DQ6550'(11.9 M) NORTH-NORTHWEST OF TRUNK HIGHWAY 16, 177.0 FT (53.9 M) EAST
 DQ6550'OF THE WEST JUNCTION OF MOUND PRAIRIE DRIVE EXTENDED, 74.5 FT (22.7 M)
 DQ6550'WEST OF EXTENDED DRIVEWAY NUMBER 9839, 1.5 FT (0.5 M) SOUTH-SOUTHEAST
 DQ6550'OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DQ6539 ***********************************************************************
 DQ6539  DESIGNATION -  2801 BB
 DQ6539  PID         -  DQ6539
 DQ6539  STATE/COUNTY-  MN/HOUSTON
 DQ6539  COUNTRY     -  US
 DQ6539  USGS QUAD   -  HOUSTON (2019)
 DQ6539
 DQ6539                         *CURRENT SURVEY CONTROL
 DQ6539  ______________________________________________________________________
 DQ6539* NAD 83(1986) POSITION- 43 45 52.38   (N) 091 32 54.00   (W)   HD_HELD1
 DQ6539* NAVD 88 ORTHO HEIGHT -   206.714 (meters)      678.19  (feet) ADJUSTED
 DQ6539  ______________________________________________________________________
 DQ6539  GEOID HEIGHT    -        -30.763 (meters)                     GEOID18
 DQ6539  DYNAMIC HEIGHT  -        206.679 (meters)      678.08  (feet) COMP
 DQ6539  MODELED GRAVITY -    980,443.2   (mgal)                       NAVD 88
 DQ6539
 DQ6539  VERT ORDER      -  SECOND    CLASS I
 DQ6539
 DQ6539.The horizontal coordinates were determined by differentially corrected
 DQ6539.hand held GPS observations or other comparable positioning techniques
 DQ6539.and have an estimated accuracy of +/- 3 meters.
 DQ6539
 DQ6539.The orthometric height was determined by differential leveling and
 DQ6539.adjusted by the NATIONAL GEODETIC SURVEY
 DQ6539.in May 2019.
 DQ6539
 DQ6539.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ6539.GEOID18 height accuracy estimate available here.
 DQ6539
 DQ6539.Click photographs - Photos may exist for this station.
 DQ6539
 DQ6539.The dynamic height is computed by dividing the NAVD 88
 DQ6539.geopotential number by the normal gravity value computed on the
 DQ6539.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ6539.degrees latitude (g = 980.6199 gals.).
 DQ6539
 DQ6539.The modeled gravity was interpolated from observed gravity values.
 DQ6539
 DQ6539;                    North         East    Units  Estimated Accuracy
 DQ6539;SPC MN S     -   187,912.0     997,386.0     MT  (+/- 3 meters HH1 GPS) 
 DQ6539
 DQ6539_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXJ1684546746(NAD 83)
 DQ6539
 DQ6539                          SUPERSEDED SURVEY CONTROL
 DQ6539
 DQ6539.No superseded survey control is available for this station.
 DQ6539
 DQ6539_MARKER: DB = BENCH MARK DISK
 DQ6539_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 DQ6539_STAMPING: 2801 BB
 DQ6539_MARK LOGO: MNHD
 DQ6539_PROJECTION: FLUSH
 DQ6539_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DQ6539_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DQ6539_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DQ6539+SATELLITE: SATELLITE OBSERVATIONS - September 04, 2024
 DQ6539
 DQ6539  HISTORY     - Date     Condition        Report By
 DQ6539  HISTORY     - 19650401 MONUMENTED       MNHD
 DQ6539  HISTORY     - 20161129 GOOD             MNDT
 DQ6539  HISTORY     - 20240904 GOOD             MNDT
 DQ6539
 DQ6539                          STATION DESCRIPTION
 DQ6539
 DQ6539'DESCRIBED BY MN DEPT OF TRANSP 2016 (DAS)
 DQ6539'THE STATION IS LOCATED ABOUT 9.1 MI (14.6 KM) NORTHEAST OF YUCATAN,
 DQ6539'6.4 MI (10.3 KM) NORTH-NORTHEAST OF SHELDON AND 1.0 MI (1.6 KM) EAST
 DQ6539'OF HOUSTON.
 DQ6539'
 DQ6539'TO REACH THE MARK GO 0.2 MI (0.3 KM) EAST ALONG TRUNK HIGHWAY 16 FROM
 DQ6539'THE EAST JUNCTION OF TRUNK HIGHWAY 16 AND TRUNK HIGHWAY 76 IN HOUSTON.
 DQ6539'THE MARK IS LOCATED 78 FT (23.8 M) NORTH OF TRUNK HIGHWAY 16, 1.0 FT
 DQ6539'(0.3 M) WEST OF A WITNESS POST.
 DQ6539
 DQ6539                          STATION RECOVERY (2024)
 DQ6539
 DQ6539'RECOVERY NOTE BY MN DEPT OF TRANSP 2024 (RMJ)
 DQ6539'0.2 MI (0.3 KM) EAST OF HOUSTON, 0.2 MI (0.3 KM) EAST ALONG TRUNK
 DQ6539'HIGHWAY 16 FROM THE EAST JUNCTION OF TRUNK HIGHWAY 16 AND TRUNK
 DQ6539'HIGHWAY 76 IN HOUSTON, 78.0 FT (23.8 M) NORTH OF TRUNK HIGHWAY 16, 1.0
 DQ6539'FT (0.3 M) WEST OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DQ6555 ***********************************************************************
 DQ6555  DESIGNATION -  2801 BC
 DQ6555  PID         -  DQ6555
 DQ6555  STATE/COUNTY-  MN/HOUSTON
 DQ6555  COUNTRY     -  US
 DQ6555  USGS QUAD   -  MOUND PRAIRIE (2019)
 DQ6555
 DQ6555                         *CURRENT SURVEY CONTROL
 DQ6555  ______________________________________________________________________
 DQ6555* NAD 83(1986) POSITION- 43 45 59.20   (N) 091 25 20.01   (W)   HD_HELD1
 DQ6555* NAVD 88 ORTHO HEIGHT -   250.427 (meters)      821.61  (feet) ADJUSTED
 DQ6555  ______________________________________________________________________
 DQ6555  GEOID HEIGHT    -        -31.108 (meters)                     GEOID18
 DQ6555  DYNAMIC HEIGHT  -        250.384 (meters)      821.47  (feet) COMP
 DQ6555  MODELED GRAVITY -    980,443.9   (mgal)                       NAVD 88
 DQ6555
 DQ6555  VERT ORDER      -  SECOND    CLASS I
 DQ6555
 DQ6555.The horizontal coordinates were determined by differentially corrected
 DQ6555.hand held GPS observations or other comparable positioning techniques
 DQ6555.and have an estimated accuracy of +/- 3 meters.
 DQ6555
 DQ6555.The orthometric height was determined by differential leveling and
 DQ6555.adjusted by the NATIONAL GEODETIC SURVEY
 DQ6555.in May 2019.
 DQ6555
 DQ6555.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ6555.GEOID18 height accuracy estimate available here.
 DQ6555
 DQ6555.Click photographs - Photos may exist for this station.
 DQ6555
 DQ6555.The dynamic height is computed by dividing the NAVD 88
 DQ6555.geopotential number by the normal gravity value computed on the
 DQ6555.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ6555.degrees latitude (g = 980.6199 gals.).
 DQ6555
 DQ6555.The modeled gravity was interpolated from observed gravity values.
 DQ6555
 DQ6555;                    North         East    Units  Estimated Accuracy
 DQ6555;SPC MN S     -   188,434.7   1,007,529.2     MT  (+/- 3 meters HH1 GPS) 
 DQ6555
 DQ6555_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXJ2699247142(NAD 83)
 DQ6555
 DQ6555                          SUPERSEDED SURVEY CONTROL
 DQ6555
 DQ6555.No superseded survey control is available for this station.
 DQ6555
 DQ6555_MARKER: I = METAL ROD
 DQ6555_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DQ6555_STAMPING: 2801 BC 2017
 DQ6555_MARK LOGO: MNDT
 DQ6555_PROJECTION: RECESSED 5 CENTIMETERS
 DQ6555_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DQ6555_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ6555_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DQ6555+SATELLITE: SATELLITE OBSERVATIONS - September 18, 2024
 DQ6555_ROD/PIPE-DEPTH: 7.0 meters
 DQ6555
 DQ6555  HISTORY     - Date     Condition        Report By
 DQ6555  HISTORY     - 20170405 MONUMENTED       MNDT
 DQ6555  HISTORY     - 20240918 GOOD             MNDT
 DQ6555
 DQ6555                          STATION DESCRIPTION
 DQ6555
 DQ6555'DESCRIBED BY MN DEPT OF TRANSP 2017
 DQ6555'THE STATION IS LOCATED ABOUT 9.8 MI (15.8 KM) NORTH-NORTHEAST OF
 DQ6555'CALEDONIA, 8.7 MI (14.0 KM) NORTHWEST OF BROWNSVILLE AND 7.3 MI (11.7
 DQ6555'KM) EAST OF HOUSTON.
 DQ6555'
 DQ6555'TO REACH THE MARK GO 4.1 MI (6.6 KM) WEST ALONG TRUNK HIGHWAY 16 FROM
 DQ6555'THE JUNCTION OF TRUNK HIGHWAY 16 AND TRUNK HIGHWAY 44 IN HOKAH, AT
 DQ6555'TRUNK HIGHWAY 16 MILE POINT 278.5.
 DQ6555'
 DQ6555'THE MARK IS LOCATED 33.5 FT (10.2 M) NORTH OF TRUNK HIGHWAY 16, 1.5 FT
 DQ6555'(0.5 M) SOUTH OF A WITNESS POST.
 DQ6555'
 DQ6555'NOTE-THE STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM ROD
 DQ6555'DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION REMOVABLE DISK
 DQ6555'SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH PVC
 DQ6555'PIPE BACK FILLED WITH WASHED SAND.
 DQ6555
 DQ6555                          STATION RECOVERY (2024)
 DQ6555
 DQ6555'RECOVERY NOTE BY MN DEPT OF TRANSP 2024 (RMJ)
 DQ6555'4.0 MI (6.4 KM) WEST OF HOKAH, 4.1 MI (6.6 KM) WEST ALONG TRUNK
 DQ6555'HIGHWAY 16 FROM THE JUNCTION OF TRUNK HIGHWAY 16 AND TRUNK HIGHWAY 44
 DQ6555'IN HOKAH, AT TRUNK HIGHWAY 16 MILE POINT 278.5, 33.5 FT (10.2 M) NORTH
 DQ6555'OF TRUNK HIGHWAY 16, 1.5 FT (0.5 M) SOUTH OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DQ6556 ***********************************************************************
 DQ6556  DESIGNATION -  2801 BD
 DQ6556  PID         -  DQ6556
 DQ6556  STATE/COUNTY-  MN/HOUSTON
 DQ6556  COUNTRY     -  US
 DQ6556  USGS QUAD   -  MOUND PRAIRIE (2019)
 DQ6556
 DQ6556                         *CURRENT SURVEY CONTROL
 DQ6556  ______________________________________________________________________
 DQ6556* NAD 83(1986) POSITION- 43 45 46.94   (N) 091 24 48.02   (W)   HD_HELD1
 DQ6556* NAVD 88 ORTHO HEIGHT -   208.872 (meters)      685.27  (feet) ADJUSTED
 DQ6556  ______________________________________________________________________
 DQ6556  GEOID HEIGHT    -        -31.131 (meters)                     GEOID18
 DQ6556  DYNAMIC HEIGHT  -        208.836 (meters)      685.16  (feet) COMP
 DQ6556  MODELED GRAVITY -    980,444.0   (mgal)                       NAVD 88
 DQ6556
 DQ6556  VERT ORDER      -  SECOND    CLASS I
 DQ6556
 DQ6556.The horizontal coordinates were determined by differentially corrected
 DQ6556.hand held GPS observations or other comparable positioning techniques
 DQ6556.and have an estimated accuracy of +/- 3 meters.
 DQ6556
 DQ6556.The orthometric height was determined by differential leveling and
 DQ6556.adjusted by the NATIONAL GEODETIC SURVEY
 DQ6556.in May 2019.
 DQ6556
 DQ6556.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ6556.GEOID18 height accuracy estimate available here.
 DQ6556
 DQ6556.Click photographs - Photos may exist for this station.
 DQ6556
 DQ6556.The dynamic height is computed by dividing the NAVD 88
 DQ6556.geopotential number by the normal gravity value computed on the
 DQ6556.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ6556.degrees latitude (g = 980.6199 gals.).
 DQ6556
 DQ6556.The modeled gravity was interpolated from observed gravity values.
 DQ6556
 DQ6556;                    North         East    Units  Estimated Accuracy
 DQ6556;SPC MN S     -   188,079.1   1,008,256.3     MT  (+/- 3 meters HH1 GPS) 
 DQ6556
 DQ6556_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXJ2771546777(NAD 83)
 DQ6556
 DQ6556                          SUPERSEDED SURVEY CONTROL
 DQ6556
 DQ6556.No superseded survey control is available for this station.
 DQ6556
 DQ6556_MARKER: I = METAL ROD
 DQ6556_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DQ6556_STAMPING: 2801 BD 2017
 DQ6556_MARK LOGO: MNDT
 DQ6556_PROJECTION: RECESSED 5 CENTIMETERS
 DQ6556_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DQ6556_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ6556_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ6556+SATELLITE: SATELLITE OBSERVATIONS - September 18, 2024
 DQ6556_ROD/PIPE-DEPTH: 29.9 meters
 DQ6556
 DQ6556  HISTORY     - Date     Condition        Report By
 DQ6556  HISTORY     - 20170405 MONUMENTED       MNDT
 DQ6556  HISTORY     - 20201214 GOOD             MNDT
 DQ6556  HISTORY     - 20240918 GOOD             MNDT
 DQ6556
 DQ6556                          STATION DESCRIPTION
 DQ6556
 DQ6556'DESCRIBED BY MN DEPT OF TRANSP 2017
 DQ6556'THE MARK IS LOCATED ABOUT 3.5 MI (5.6 KM) WEST OF HOKAH.
 DQ6556'
 DQ6556'TO REACH THE MARK GO 3.6 MI (5.8 KM) WEST ALONG TRUNK HIGHWAY 16 FROM
 DQ6556'THE JUNCTION OF TRUNK HIGHWAY 16 AND TRUNK HIGHWAY 44 IN HOKAH, AT
 DQ6556'TRUNK HIGHWAY 16 MILE POINT 279.0.
 DQ6556'
 DQ6556'THE MARK IS LOCATED 32.8 FT (10.0 M) NORTH OF TRUNK HIGHWAY 16, 16.0
 DQ6556'FT (4.9 M) SOUTH-SOUTHWEST OF RYAN ROAD, 1.5 FT (0.5 M) EAST OF A
 DQ6556'WITNESS POST.
 DQ6556'
 DQ6556'NOTE-THE STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM ROD
 DQ6556'DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION REMOVABLE DISK
 DQ6556'SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH PVC
 DQ6556'PIPE BACK FILLED WITH WASHED SAND.
 DQ6556
 DQ6556                          STATION RECOVERY (2020)
 DQ6556
 DQ6556'RECOVERY NOTE BY MN DEPT OF TRANSP 2020 (KMS)
 DQ6556'RECOVERED IN GOOD CONDITION.
 DQ6556
 DQ6556                          STATION RECOVERY (2024)
 DQ6556
 DQ6556'RECOVERY NOTE BY MN DEPT OF TRANSP 2024 (RMJ)
 DQ6556'3.5 MI (5.6 KM) WEST OF HOKAH, 3.6 MI (5.8 KM) WEST ALONG TRUNK
 DQ6556'HIGHWAY 16 FROM THE JUNCTION OF TRUNK HIGHWAY 16 AND TRUNK HIGHWAY 44
 DQ6556'IN HOKAH, AT TRUNK HIGHWAY 16 MILE POINT 279.0, 32.8 FT (10.0 M) NORTH
 DQ6556'OF TRUNK HIGHWAY 16, 16.0 FT (4.9 M) SOUTH-SOUTHWEST OF RYAN ROAD, 1.5
 DQ6556'FT (0.5 M) EAST OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DQ6557 ***********************************************************************
 DQ6557  DESIGNATION -  2801 BF
 DQ6557  PID         -  DQ6557
 DQ6557  STATE/COUNTY-  MN/HOUSTON
 DQ6557  COUNTRY     -  US
 DQ6557  USGS QUAD   -  MOUND PRAIRIE (2019)
 DQ6557
 DQ6557                         *CURRENT SURVEY CONTROL
 DQ6557  ______________________________________________________________________
 DQ6557* NAD 83(1986) POSITION- 43 45 28.0    (N) 091 23 23.1    (W)   HD_HELD2
 DQ6557* NAVD 88 ORTHO HEIGHT -   233.797 (meters)      767.05  (feet) ADJUSTED
 DQ6557  ______________________________________________________________________
 DQ6557  GEOID HEIGHT    -        -31.200 (meters)                     GEOID18
 DQ6557  DYNAMIC HEIGHT  -        233.757 (meters)      766.92  (feet) COMP
 DQ6557  MODELED GRAVITY -    980,443.7   (mgal)                       NAVD 88
 DQ6557
 DQ6557  VERT ORDER      -  SECOND    CLASS I
 DQ6557
 DQ6557.The horizontal coordinates were established by autonomous hand held GPS
 DQ6557.observations and have an estimated accuracy of +/- 10 meters.
 DQ6557
 DQ6557.The orthometric height was determined by differential leveling and
 DQ6557.adjusted by the NATIONAL GEODETIC SURVEY
 DQ6557.in May 2019.
 DQ6557
 DQ6557.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ6557.GEOID18 height accuracy estimate available here.
 DQ6557
 DQ6557.Click photographs - Photos may exist for this station.
 DQ6557
 DQ6557.The dynamic height is computed by dividing the NAVD 88
 DQ6557.geopotential number by the normal gravity value computed on the
 DQ6557.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ6557.degrees latitude (g = 980.6199 gals.).
 DQ6557
 DQ6557.The modeled gravity was interpolated from observed gravity values.
 DQ6557
 DQ6557;                    North         East    Units  Estimated Accuracy
 DQ6557;SPC MN S     -   187,555.    1,010,174.      MT  (+/- 10 meters HH2 GPS)
 DQ6557
 DQ6557_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXJ2962546230(NAD 83)
 DQ6557
 DQ6557                          SUPERSEDED SURVEY CONTROL
 DQ6557
 DQ6557.No superseded survey control is available for this station.
 DQ6557
 DQ6557_MARKER: I = METAL ROD
 DQ6557_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DQ6557_STAMPING: 2801 BF 2017
 DQ6557_MARK LOGO: MNDT
 DQ6557_PROJECTION: RECESSED 8 CENTIMETERS
 DQ6557_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DQ6557_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ6557_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ6557+SATELLITE: SATELLITE OBSERVATIONS - September 18, 2024
 DQ6557_ROD/PIPE-DEPTH: 7.3 meters
 DQ6557
 DQ6557  HISTORY     - Date     Condition        Report By
 DQ6557  HISTORY     - 20170405 MONUMENTED       MNDT
 DQ6557  HISTORY     - 20240918 GOOD             MNDT
 DQ6557
 DQ6557                          STATION DESCRIPTION
 DQ6557
 DQ6557'DESCRIBED BY MN DEPT OF TRANSP 2017
 DQ6557'THE STATION IS LOCATED ABOUT 10.0 MI (16.1 KM) NORTH-NORTHEAST OF
 DQ6557'CALEDONIA, 8.9 MI (14.3 KM) EAST OF HOUSTON AND 7.0 MI (11.3 KM)
 DQ6557'NORTHWEST OF BROWNSVILLE.
 DQ6557'
 DQ6557'TO REACH THE MARK GO 2.3 MI (3.7 KM) WEST ALONG TRUNK HIGHWAY 16 FROM
 DQ6557'THE JUNCTION OF TRUNK HIGHWAY 16 AND TRUNK HIGHWAY 44 IN HOKAH, AT
 DQ6557'TRUNK HIGHWAY 16 MILE POINT 280.3.
 DQ6557'
 DQ6557'THE MARK IS LOCATED 33.0 FT (10.1 M) NORTH OF TRUNK HIGHWAY 16, 1.5 FT
 DQ6557'(0.5 M) SOUTH OF A WITNESS POST.
 DQ6557'
 DQ6557'NOTE-THE STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM ROD
 DQ6557'DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION REMOVABLE DISK
 DQ6557'SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH PVC
 DQ6557'PIPE BACK FILLED WITH WASHED SAND.
 DQ6557
 DQ6557                          STATION RECOVERY (2024)
 DQ6557
 DQ6557'RECOVERY NOTE BY MN DEPT OF TRANSP 2024 (RMJ)
 DQ6557'2.0 MI (3.2 KM) WEST OF HOKAH, 2.3 MI (3.7 KM) WEST ALONG TRUNK
 DQ6557'HIGHWAY 16 FROM THE JUNCTION OF TRUNK HIGHWAY 16 AND TRUNK HIGHWAY 44
 DQ6557'IN HOKAH, AT TRUNK HIGHWAY 16 MILE POINT 280.3, 33.0 FT (10.1 M) NORTH
 DQ6557'OF TRUNK HIGHWAY 16, 1.5 FT (0.5 M) SOUTH OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DQ6559 ***********************************************************************
 DQ6559  DESIGNATION -  2801 BG
 DQ6559  PID         -  DQ6559
 DQ6559  STATE/COUNTY-  MN/HOUSTON
 DQ6559  COUNTRY     -  US
 DQ6559  USGS QUAD   -  LA CRESCENT (2019)
 DQ6559
 DQ6559                         *CURRENT SURVEY CONTROL
 DQ6559  ______________________________________________________________________
 DQ6559* NAD 83(1986) POSITION- 43 45 41.43   (N) 091 21 42.64   (W)   HD_HELD1
 DQ6559* NAVD 88 ORTHO HEIGHT -   226.541 (meters)      743.24  (feet) ADJUSTED
 DQ6559  ______________________________________________________________________
 DQ6559  GEOID HEIGHT    -        -31.305 (meters)                     GEOID18
 DQ6559  DYNAMIC HEIGHT  -        226.501 (meters)      743.11  (feet) COMP
 DQ6559  MODELED GRAVITY -    980,440.0   (mgal)                       NAVD 88
 DQ6559
 DQ6559  VERT ORDER      -  SECOND    CLASS I
 DQ6559
 DQ6559.The horizontal coordinates were determined by differentially corrected
 DQ6559.hand held GPS observations or other comparable positioning techniques
 DQ6559.and have an estimated accuracy of +/- 3 meters.
 DQ6559
 DQ6559.The orthometric height was determined by differential leveling and
 DQ6559.adjusted by the NATIONAL GEODETIC SURVEY
 DQ6559.in May 2019.
 DQ6559
 DQ6559.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ6559.GEOID18 height accuracy estimate available here.
 DQ6559
 DQ6559.Click photographs - Photos may exist for this station.
 DQ6559
 DQ6559.The dynamic height is computed by dividing the NAVD 88
 DQ6559.geopotential number by the normal gravity value computed on the
 DQ6559.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ6559.degrees latitude (g = 980.6199 gals.).
 DQ6559
 DQ6559.The modeled gravity was interpolated from observed gravity values.
 DQ6559
 DQ6559;                    North         East    Units  Estimated Accuracy
 DQ6559;SPC MN S     -   188,041.6   1,012,406.3     MT  (+/- 3 meters HH1 GPS) 
 DQ6559
 DQ6559_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXJ3186346688(NAD 83)
 DQ6559
 DQ6559                          SUPERSEDED SURVEY CONTROL
 DQ6559
 DQ6559.No superseded survey control is available for this station.
 DQ6559
 DQ6559_MARKER: I = METAL ROD
 DQ6559_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DQ6559_STAMPING: 2801 BG 2017
 DQ6559_MARK LOGO: MNDT
 DQ6559_PROJECTION: RECESSED 5 CENTIMETERS
 DQ6559_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DQ6559_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ6559_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ6559+SATELLITE: SATELLITE OBSERVATIONS - September 18, 2024
 DQ6559_ROD/PIPE-DEPTH: 9.8 meters
 DQ6559
 DQ6559  HISTORY     - Date     Condition        Report By
 DQ6559  HISTORY     - 20170405 MONUMENTED       MNDT
 DQ6559  HISTORY     - 20201214 GOOD             MNDT
 DQ6559  HISTORY     - 20240918 GOOD             MNDT
 DQ6559
 DQ6559                          STATION DESCRIPTION
 DQ6559
 DQ6559'DESCRIBED BY MN DEPT OF TRANSP 2017
 DQ6559'THE STATION IS LOCATED ABOUT 11.1 MI (17.9 KM) NORTHEAST OF CALEDONIA,
 DQ6559'10.3 MI (16.6 KM) EAST OF HOUSTON AND 6.2 MI (10.0 KM) NORTHWEST OF
 DQ6559'BROWNSVILLE.
 DQ6559'
 DQ6559'TO REACH THE MARK GO 0.85 MI (1.37 KM) WEST ALONG TRUNK HIGHWAY 16
 DQ6559'FROM THE JUNCTION OF TRUNK HIGHWAY 16 AND TRUNK HIGHWAY 44 IN HOKAH,
 DQ6559'AT TRUNK HIGHWAY 16 MILE POINT 281.85.
 DQ6559'
 DQ6559'THE MARK IS LOCATED 40.4 FT (12.3 M) NORTH OF TRUNK HIGHWAY 16, 33.5
 DQ6559'FT (10.2 M) EAST OF 10TH STREET, 1.5 FT (0.5 M) SOUTH OF A WITNESS
 DQ6559'POST.
 DQ6559'
 DQ6559'NOTE-THE STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM ROD
 DQ6559'DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION REMOVABLE DISK
 DQ6559'SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH PVC
 DQ6559'PIPE BACK FILLED WITH WASHED SAND.
 DQ6559
 DQ6559                          STATION RECOVERY (2020)
 DQ6559
 DQ6559'RECOVERY NOTE BY MN DEPT OF TRANSP 2020 (KMS)
 DQ6559'RECOVERED IN GOOD CONDITION.
 DQ6559
 DQ6559                          STATION RECOVERY (2024)
 DQ6559
 DQ6559'RECOVERY NOTE BY MN DEPT OF TRANSP 2024 (RMJ)
 DQ6559'IN HOKAH, 0.85 MI (1.37 KM) WEST ALONG TRUNK HIGHWAY 16 FROM THE
 DQ6559'JUNCTION OF TRUNK HIGHWAY 16 AND TRUNK HIGHWAY 44 IN HOKAH, AT TRUNK
 DQ6559'HIGHWAY 16 MILE POINT 281.85, 40.4 FT (12.3 M) NORTH OF TRUNK HIGHWAY
 DQ6559'16, 33.5 FT (10.2 M) EAST OF 10TH STREET, 1.5 FT (0.5 M) SOUTH OF A
 DQ6559'WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DQ6561 ***********************************************************************
 DQ6561  DESIGNATION -  2801 BH
 DQ6561  PID         -  DQ6561
 DQ6561  STATE/COUNTY-  MN/HOUSTON
 DQ6561  COUNTRY     -  US
 DQ6561  USGS QUAD   -  LA CRESCENT (2019)
 DQ6561
 DQ6561                         *CURRENT SURVEY CONTROL
 DQ6561  ______________________________________________________________________
 DQ6561* NAD 83(1986) POSITION- 43 46 24.44   (N) 091 20 29.77   (W)   HD_HELD1
 DQ6561* NAVD 88 ORTHO HEIGHT -   198.597 (meters)      651.56  (feet) ADJUSTED
 DQ6561  ______________________________________________________________________
 DQ6561  GEOID HEIGHT    -        -31.391 (meters)                     GEOID18
 DQ6561  DYNAMIC HEIGHT  -        198.563 (meters)      651.45  (feet) COMP
 DQ6561  MODELED GRAVITY -    980,440.5   (mgal)                       NAVD 88
 DQ6561
 DQ6561  VERT ORDER      -  SECOND    CLASS I
 DQ6561
 DQ6561.The horizontal coordinates were determined by differentially corrected
 DQ6561.hand held GPS observations or other comparable positioning techniques
 DQ6561.and have an estimated accuracy of +/- 3 meters.
 DQ6561
 DQ6561.The orthometric height was determined by differential leveling and
 DQ6561.adjusted by the NATIONAL GEODETIC SURVEY
 DQ6561.in May 2019.
 DQ6561
 DQ6561.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ6561.GEOID18 height accuracy estimate available here.
 DQ6561
 DQ6561.Click photographs - Photos may exist for this station.
 DQ6561
 DQ6561.The dynamic height is computed by dividing the NAVD 88
 DQ6561.geopotential number by the normal gravity value computed on the
 DQ6561.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ6561.degrees latitude (g = 980.6199 gals.).
 DQ6561
 DQ6561.The modeled gravity was interpolated from observed gravity values.
 DQ6561
 DQ6561;                    North         East    Units  Estimated Accuracy
 DQ6561;SPC MN S     -   189,421.2   1,013,992.3     MT  (+/- 3 meters HH1 GPS) 
 DQ6561
 DQ6561_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXJ3346648048(NAD 83)
 DQ6561
 DQ6561                          SUPERSEDED SURVEY CONTROL
 DQ6561
 DQ6561.No superseded survey control is available for this station.
 DQ6561
 DQ6561_MARKER: I = METAL ROD
 DQ6561_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DQ6561_STAMPING: 2801 BH 2017
 DQ6561_MARK LOGO: MNDT
 DQ6561_PROJECTION: RECESSED 8 CENTIMETERS
 DQ6561_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DQ6561_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ6561_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ6561+SATELLITE: SATELLITE OBSERVATIONS - September 18, 2024
 DQ6561_ROD/PIPE-DEPTH: 28.7 meters
 DQ6561
 DQ6561  HISTORY     - Date     Condition        Report By
 DQ6561  HISTORY     - 20170405 MONUMENTED       MNDT
 DQ6561  HISTORY     - 20240918 GOOD             MNDT
 DQ6561
 DQ6561                          STATION DESCRIPTION
 DQ6561
 DQ6561'DESCRIBED BY MN DEPT OF TRANSP 2017
 DQ6561'THE MARK IS LOCATED ABOUT 1.0 MI (1.6 KM) NORTHEAST OF HOKAH.
 DQ6561'
 DQ6561'TO REACH THE MARK GO 0.8 MI (1.3 KM) NORTHEAST ALONG TRUNK HIGHWAY 16
 DQ6561'FROM THE JUNCTION OF TRUNK HIGHWAY 16 AND TRUNK HIGHWAY 44 IN HOKAH,
 DQ6561'AT TRUNK HIGHWAY 16 MILE POINT 283.4.
 DQ6561'
 DQ6561'THE MARK IS LOCATED 61.2 FT (18.7 M) WEST-NORTHWEST OF TRUNK HIGHWAY
 DQ6561'16, 35.6 FT (10.9 M) NORTH OF LORENZ ROAD, 1.5 FT (0.5 M)
 DQ6561'EAST-SOUTHEAST OF A WITNESS POST.
 DQ6561'
 DQ6561'NOTE-THE STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM ROD
 DQ6561'DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION REMOVABLE DISK
 DQ6561'SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH PVC
 DQ6561'PIPE BACK FILLED WITH WASHED SAND.
 DQ6561
 DQ6561                          STATION RECOVERY (2024)
 DQ6561
 DQ6561'RECOVERY NOTE BY MN DEPT OF TRANSP 2024 (RMJ)
 DQ6561'1.0 MI (1.6 KM) NORTHEAST OF HOKAH, 0.8 MI (1.3 KM) NORTHEAST ALONG
 DQ6561'TRUNK HIGHWAY 16 FROM THE JUNCTION OF TRUNK HIGHWAY 16 AND TRUNK
 DQ6561'HIGHWAY 44 IN HOKAH, AT TRUNK HIGHWAY 16 MILE POINT 283.4, 61.2 FT
 DQ6561'(18.7 M) WEST-NORTHWEST OF TRUNK HIGHWAY 16, 35.6 FT (10.9 M) NORTH OF
 DQ6561'LORENZ ROAD, 1.5 FT (0.5 M) EAST-SOUTHEAST OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DQ6562 ***********************************************************************
 DQ6562  DESIGNATION -  2801 BJ
 DQ6562  PID         -  DQ6562
 DQ6562  STATE/COUNTY-  MN/HOUSTON
 DQ6562  COUNTRY     -  US
 DQ6562  USGS QUAD   -  LA CRESCENT (2019)
 DQ6562
 DQ6562                         *CURRENT SURVEY CONTROL
 DQ6562  ______________________________________________________________________
 DQ6562* NAD 83(1986) POSITION- 43 47 06.24   (N) 091 19 51.73   (W)   HD_HELD1
 DQ6562* NAVD 88 ORTHO HEIGHT -   198.149 (meters)      650.09  (feet) ADJUSTED
 DQ6562  ______________________________________________________________________
 DQ6562  GEOID HEIGHT    -        -31.443 (meters)                     GEOID18
 DQ6562  DYNAMIC HEIGHT  -        198.115 (meters)      649.98  (feet) COMP
 DQ6562  MODELED GRAVITY -    980,441.3   (mgal)                       NAVD 88
 DQ6562
 DQ6562  VERT ORDER      -  SECOND    CLASS I
 DQ6562
 DQ6562.The horizontal coordinates were determined by differentially corrected
 DQ6562.hand held GPS observations or other comparable positioning techniques
 DQ6562.and have an estimated accuracy of +/- 3 meters.
 DQ6562
 DQ6562.The orthometric height was determined by differential leveling and
 DQ6562.adjusted by the NATIONAL GEODETIC SURVEY
 DQ6562.in May 2019.
 DQ6562
 DQ6562.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ6562.GEOID18 height accuracy estimate available here.
 DQ6562
 DQ6562.Click photographs - Photos may exist for this station.
 DQ6562
 DQ6562.The dynamic height is computed by dividing the NAVD 88
 DQ6562.geopotential number by the normal gravity value computed on the
 DQ6562.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ6562.degrees latitude (g = 980.6199 gals.).
 DQ6562
 DQ6562.The modeled gravity was interpolated from observed gravity values.
 DQ6562
 DQ6562;                    North         East    Units  Estimated Accuracy
 DQ6562;SPC MN S     -   190,738.3   1,014,800.4     MT  (+/- 3 meters HH1 GPS) 
 DQ6562
 DQ6562_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXJ3429049354(NAD 83)
 DQ6562
 DQ6562                          SUPERSEDED SURVEY CONTROL
 DQ6562
 DQ6562.No superseded survey control is available for this station.
 DQ6562
 DQ6562_MARKER: I = METAL ROD
 DQ6562_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DQ6562_STAMPING: 2801 BJ 2017
 DQ6562_MARK LOGO: MNDT
 DQ6562_PROJECTION: RECESSED 8 CENTIMETERS
 DQ6562_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DQ6562_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ6562_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ6562+SATELLITE: SATELLITE OBSERVATIONS - August 19, 2024
 DQ6562_ROD/PIPE-DEPTH: 31.7 meters
 DQ6562
 DQ6562  HISTORY     - Date     Condition        Report By
 DQ6562  HISTORY     - 20170405 MONUMENTED       MNDT
 DQ6562  HISTORY     - 20201214 GOOD             MNDT
 DQ6562  HISTORY     - 20240819 GOOD             MNDT
 DQ6562
 DQ6562                          STATION DESCRIPTION
 DQ6562
 DQ6562'DESCRIBED BY MN DEPT OF TRANSP 2017
 DQ6562'THE MARK IS LOCATED ABOUT 2.0 MI (3.2 KM) NORTHEAST OF HOKAH.
 DQ6562'
 DQ6562'TO REACH THE MARK GO 1.75 MI (2.82 KM) NORTHEAST ALONG TRUNK HIGHWAY
 DQ6562'16 FROM THE JUNCTION OF TRUNK HIGHWAY 16 AND TRUNK HIGHWAY 44 IN
 DQ6562'HOKAH, AT TRUNK HIGHWAY 16 MILE POINT 284.4.
 DQ6562'
 DQ6562'THE MARK IS LOCATED 41.9 FT (12.8 M) SOUTHEAST OF TRUNK HIGHWAY 16,
 DQ6562'1.5 FT (0.5 M) NORTHWEST OF A WITNESS POST.
 DQ6562'
 DQ6562'NOTE-THE STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM ROD
 DQ6562'DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION REMOVABLE DISK
 DQ6562'SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH PVC
 DQ6562'PIPE BACK FILLED WITH WASHED SAND.
 DQ6562
 DQ6562                          STATION RECOVERY (2020)
 DQ6562
 DQ6562'RECOVERY NOTE BY MN DEPT OF TRANSP 2020 (KMS)
 DQ6562'RECOVERED IN GOOD CONDITION.
 DQ6562
 DQ6562                          STATION RECOVERY (2024)
 DQ6562
 DQ6562'RECOVERY NOTE BY MN DEPT OF TRANSP 2024 (RMJ)
 DQ6562'2.0 MI (3.2 KM) NORTHEAST OF HOKAH, 1.75 MI (2.82 KM) NORTHEAST ALONG
 DQ6562'TRUNK HIGHWAY 16 FROM THE JUNCTION OF TRUNK HIGHWAY 16 AND TRUNK
 DQ6562'HIGHWAY 44 IN HOKAH, AT TRUNK HIGHWAY 16 MILE POINT 284.4, 41.9 FT
 DQ6562'(12.8 M) SOUTHEAST OF TRUNK HIGHWAY 16, 1.5 FT (0.5 M) NORTHWEST OF A
 DQ6562'WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DQ6565 ***********************************************************************
 DQ6565  DESIGNATION -  2801 BK
 DQ6565  PID         -  DQ6565
 DQ6565  STATE/COUNTY-  MN/HOUSTON
 DQ6565  COUNTRY     -  US
 DQ6565  USGS QUAD   -  LA CRESCENT (2019)
 DQ6565
 DQ6565                         *CURRENT SURVEY CONTROL
 DQ6565  ______________________________________________________________________
 DQ6565* NAD 83(1986) POSITION- 43 48 38.29   (N) 091 18 19.30   (W)   HD_HELD1
 DQ6565* NAVD 88 ORTHO HEIGHT -   197.894 (meters)      649.26  (feet) ADJUSTED
 DQ6565  ______________________________________________________________________
 DQ6565  GEOID HEIGHT    -        -31.563 (meters)                     GEOID18
 DQ6565  DYNAMIC HEIGHT  -        197.859 (meters)      649.14  (feet) COMP
 DQ6565  MODELED GRAVITY -    980,441.3   (mgal)                       NAVD 88
 DQ6565
 DQ6565  VERT ORDER      -  SECOND    CLASS I
 DQ6565
 DQ6565.The horizontal coordinates were determined by differentially corrected
 DQ6565.hand held GPS observations or other comparable positioning techniques
 DQ6565.and have an estimated accuracy of +/- 3 meters.
 DQ6565
 DQ6565.The orthometric height was determined by differential leveling and
 DQ6565.adjusted by the NATIONAL GEODETIC SURVEY
 DQ6565.in May 2019.
 DQ6565
 DQ6565.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ6565.GEOID18 height accuracy estimate available here.
 DQ6565
 DQ6565.Click photographs - Photos may exist for this station.
 DQ6565
 DQ6565.The dynamic height is computed by dividing the NAVD 88
 DQ6565.geopotential number by the normal gravity value computed on the
 DQ6565.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ6565.degrees latitude (g = 980.6199 gals.).
 DQ6565
 DQ6565.The modeled gravity was interpolated from observed gravity values.
 DQ6565
 DQ6565;                    North         East    Units  Estimated Accuracy
 DQ6565;SPC MN S     -   193,645.5   1,016,772.4     MT  (+/- 3 meters HH1 GPS) 
 DQ6565
 DQ6565_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXJ3629852236(NAD 83)
 DQ6565
 DQ6565                          SUPERSEDED SURVEY CONTROL
 DQ6565
 DQ6565.No superseded survey control is available for this station.
 DQ6565
 DQ6565_MARKER: I = METAL ROD
 DQ6565_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DQ6565_STAMPING: 2801 BK 2017
 DQ6565_MARK LOGO: MNDT
 DQ6565_PROJECTION: RECESSED 8 CENTIMETERS
 DQ6565_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DQ6565_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ6565_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ6565+SATELLITE: SATELLITE OBSERVATIONS - September 12, 2024
 DQ6565_ROD/PIPE-DEPTH: 3.7 meters
 DQ6565
 DQ6565  HISTORY     - Date     Condition        Report By
 DQ6565  HISTORY     - 20170405 MONUMENTED       MNDT
 DQ6565  HISTORY     - 20240912 GOOD             MNDT
 DQ6565
 DQ6565                          STATION DESCRIPTION
 DQ6565
 DQ6565'DESCRIBED BY MN DEPT OF TRANSP 2017
 DQ6565'THE MARK IS LOCATED ABOUT 1.0 MI (1.6 KM) SOUTH OF LA CRESCENT.
 DQ6565'
 DQ6565'TO REACH THE MARK GO 1.0 MI (1.6 KM) SOUTH ALONG TRUNK HIGHWAY 16 FROM
 DQ6565'THE JUNCTION OF TRUNK HIGHWAY 16 AND TRUNK HIGHWAY 61 IN LA CRESCENT,
 DQ6565'AT TRUNK HIGHWAY 16 MILE POINT 287.35.
 DQ6565'
 DQ6565'THE MARK IS LOCATED 31.3 FT (9.5 M) WEST OF TRUNK HIGHWAY 16, 63.4 FT
 DQ6565'(19.3 M) SOUTH OF A DRIVEWAY NUMBER 480, 1.5 FT (0.5 M) NORTH OF A
 DQ6565'WITNESS POST.
 DQ6565'
 DQ6565'NOTE-THE STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM ROD
 DQ6565'DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION REMOVABLE DISK
 DQ6565'SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH PVC
 DQ6565'PIPE BACK FILLED WITH WASHED SAND.
 DQ6565
 DQ6565                          STATION RECOVERY (2024)
 DQ6565
 DQ6565'RECOVERY NOTE BY MN DEPT OF TRANSP 2024 (RMJ)
 DQ6565'1.0 MI (1.6 KM) SOUTH OF LA CRESCENT, 1.0 MI (1.6 KM) SOUTH ALONG
 DQ6565'TRUNK HIGHWAY 16 FROM THE JUNCTION OF TRUNK HIGHWAY 16 AND TRUNK
 DQ6565'HIGHWAY 61 IN LA CRESCENT, AT TRUNK HIGHWAY 16 MILE POINT 287.35, 31.3
 DQ6565'FT (9.5 M) WEST OF TRUNK HIGHWAY 16, 63.4 FT (19.3 M) SOUTH OF
 DQ6565'DRIVEWAY NUMBER 480, 1.5 FT (0.5 M) NORTH OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DQ6525 ***********************************************************************
 DQ6525  DESIGNATION -  2801 C
 DQ6525  PID         -  DQ6525
 DQ6525  STATE/COUNTY-  MN/HOUSTON
 DQ6525  COUNTRY     -  US
 DQ6525  USGS QUAD   -  RUSHFORD EAST (2019)
 DQ6525
 DQ6525                         *CURRENT SURVEY CONTROL
 DQ6525  ______________________________________________________________________
 DQ6525* NAD 83(1986) POSITION- 43 47 06.60   (N) 091 42 22.66   (W)   HD_HELD1
 DQ6525* NAVD 88 ORTHO HEIGHT -   234.622 (meters)      769.76  (feet) ADJUSTED
 DQ6525  ______________________________________________________________________
 DQ6525  GEOID HEIGHT    -        -30.404 (meters)                     GEOID18
 DQ6525  DYNAMIC HEIGHT  -        234.583 (meters)      769.63  (feet) COMP
 DQ6525  MODELED GRAVITY -    980,444.6   (mgal)                       NAVD 88
 DQ6525
 DQ6525  VERT ORDER      -  SECOND    CLASS I
 DQ6525
 DQ6525.The horizontal coordinates were determined by differentially corrected
 DQ6525.hand held GPS observations or other comparable positioning techniques
 DQ6525.and have an estimated accuracy of +/- 3 meters.
 DQ6525
 DQ6525.The orthometric height was determined by differential leveling and
 DQ6525.adjusted by the NATIONAL GEODETIC SURVEY
 DQ6525.in May 2019.
 DQ6525
 DQ6525.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ6525.GEOID18 height accuracy estimate available here.
 DQ6525
 DQ6525.Click photographs - Photos may exist for this station.
 DQ6525
 DQ6525.The dynamic height is computed by dividing the NAVD 88
 DQ6525.geopotential number by the normal gravity value computed on the
 DQ6525.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ6525.degrees latitude (g = 980.6199 gals.).
 DQ6525
 DQ6525.The modeled gravity was interpolated from observed gravity values.
 DQ6525
 DQ6525;                    North         East    Units  Estimated Accuracy
 DQ6525;SPC MN S     -   189,832.6     984,607.6     MT  (+/- 3 meters HH1 GPS) 
 DQ6525
 DQ6525_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXJ0409548825(NAD 83)
 DQ6525
 DQ6525                          SUPERSEDED SURVEY CONTROL
 DQ6525
 DQ6525.No superseded survey control is available for this station.
 DQ6525
 DQ6525_MARKER: DB = BENCH MARK DISK
 DQ6525_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 DQ6525_STAMPING: 2801 C 1956
 DQ6525_MARK LOGO: MNHD
 DQ6525_PROJECTION: RECESSED 8 CENTIMETERS
 DQ6525_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DQ6525_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DQ6525_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ6525+SATELLITE: SATELLITE OBSERVATIONS - August 28, 2024
 DQ6525
 DQ6525  HISTORY     - Date     Condition        Report By
 DQ6525  HISTORY     - 19560401 MONUMENTED       MNHD
 DQ6525  HISTORY     - 20161122 GOOD             MNDT
 DQ6525  HISTORY     - 20240828 GOOD             MNDT
 DQ6525
 DQ6525                          STATION DESCRIPTION
 DQ6525
 DQ6525'DESCRIBED BY MN DEPT OF TRANSP 2016 (DAS)
 DQ6525'THE MARK IS LOCATED ABOUT 2.83 MI (4.55 KM) SOUTHEAST OF RUSHFORD.
 DQ6525'
 DQ6525'TO REACH THE MARK GO 75.0 FT (22.9 M) SOUTH OF TRUNK HIGHWAY 16, AT
 DQ6525'TRUNK HIGHWAY 16 MILE POINT 261.1, 1.4 MI (2.3 KM) EAST OF COUNTY
 DQ6525'LINE.
 DQ6525'
 DQ6525'THE MARK IS LOCATED 11.0 FT (3.4 M) SOUTHWEST OF A WITNESS POST AND A
 DQ6525'RIGHT-OF-WAY MARKER, 27.0 FT (8.2 M) NORTH-NORTHEAST OF HATCHERY
 DQ6525'DRIVE.
 DQ6525
 DQ6525                          STATION RECOVERY (2024)
 DQ6525
 DQ6525'RECOVERY NOTE BY MN DEPT OF TRANSP 2024 (RMJ)
 DQ6525'2.83 MI (4.55 KM) SOUTHEAST OF RUSHFORD, 75.0 FT (22.9 M) SOUTH OF
 DQ6525'TRUNK HIGHWAY 16, AT TRUNK HIGHWAY 16 MILE POINT 261.1, 1.4 MI (2.3
 DQ6525'KM) EAST OF THE COUNTY LINE, 11.0 FT (3.4 M) SOUTHWEST OF A WITNESS
 DQ6525'POST AND A RIGHT-OF-WAY MARKER, 27.0 FT (8.2 M) NORTH-NORTHEAST OF
 DQ6525'HATCHERY DRIVE.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DQ6526 ***********************************************************************
 DQ6526  DESIGNATION -  2801 D
 DQ6526  PID         -  DQ6526
 DQ6526  STATE/COUNTY-  MN/HOUSTON
 DQ6526  COUNTRY     -  US
 DQ6526  USGS QUAD   -  RUSHFORD EAST (2019)
 DQ6526
 DQ6526                         *CURRENT SURVEY CONTROL
 DQ6526  ______________________________________________________________________
 DQ6526* NAD 83(1986) POSITION- 43 47 13.     (N) 091 42 02.     (W)   SCALED
 DQ6526* NAVD 88 ORTHO HEIGHT -   219.495 (meters)      720.13  (feet) ADJUSTED
 DQ6526  ______________________________________________________________________
 DQ6526  GEOID HEIGHT    -        -30.417 (meters)                     GEOID18
 DQ6526  DYNAMIC HEIGHT  -        219.458 (meters)      720.01  (feet) COMP
 DQ6526  MODELED GRAVITY -    980,444.9   (mgal)                       NAVD 88
 DQ6526
 DQ6526  VERT ORDER      -  SECOND    CLASS I
 DQ6526
 DQ6526.The horizontal coordinates were scaled from a map and have
 DQ6526.an estimated accuracy of +/- 6 seconds.
 DQ6526
 DQ6526.The orthometric height was determined by differential leveling and
 DQ6526.adjusted by the NATIONAL GEODETIC SURVEY
 DQ6526.in May 2019.
 DQ6526
 DQ6526.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ6526.GEOID18 height accuracy estimate available here.
 DQ6526
 DQ6526.Click photographs - Photos may exist for this station.
 DQ6526
 DQ6526.The dynamic height is computed by dividing the NAVD 88
 DQ6526.geopotential number by the normal gravity value computed on the
 DQ6526.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ6526.degrees latitude (g = 980.6199 gals.).
 DQ6526
 DQ6526.The modeled gravity was interpolated from observed gravity values.
 DQ6526
 DQ6526;                    North         East    Units  Estimated Accuracy
 DQ6526;SPC MN S     -   190,040.      985,060.      MT  (+/- 180 meters Scaled)
 DQ6526
 DQ6526_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXJ045490(NAD 83)
 DQ6526
 DQ6526                          SUPERSEDED SURVEY CONTROL
 DQ6526
 DQ6526.No superseded survey control is available for this station.
 DQ6526
 DQ6526_MARKER: DB = BENCH MARK DISK
 DQ6526_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 DQ6526_SP_SET: BOX CULVERT
 DQ6526_STAMPING: 2801 D 1956
 DQ6526_MARK LOGO: MNHD
 DQ6526_MAGNETIC: N = NO MAGNETIC MATERIAL
 DQ6526_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DQ6526+STABILITY: SURFACE MOTION
 DQ6526_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DQ6526+SATELLITE: SATELLITE OBSERVATIONS - November 22, 2016
 DQ6526
 DQ6526  HISTORY     - Date     Condition        Report By
 DQ6526  HISTORY     - 19560401 MONUMENTED       MNHD
 DQ6526  HISTORY     - 20161122 GOOD             MNDT
 DQ6526
 DQ6526                          STATION DESCRIPTION
 DQ6526
 DQ6526'DESCRIBED BY MN DEPT OF TRANSP 2016 (DAS)
 DQ6526'THE MARK IS LOCATED ABOUT 3.01 MI (4.84 KM) SOUTHEAST OF RUSHFORD.
 DQ6526'
 DQ6526'TO REACH THE MARK IN NORTHEAST HEADWALL OF TRUNK HIGHWAY 16 DOUBLE BOX
 DQ6526'CULVERT.
 DQ6526'
 DQ6526'THE MARK IS LOCATED 1.7 MI (2.7 KM) EAST OF COUNTY LINE JUST EAST OF
 DQ6526'FERNDALE ROAD, 1.0 FT (0.3 M) WEST OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DQ6547 ***********************************************************************
 DQ6547  DESIGNATION -  2801 GG
 DQ6547  PID         -  DQ6547
 DQ6547  STATE/COUNTY-  MN/HOUSTON
 DQ6547  COUNTRY     -  US
 DQ6547  USGS QUAD   -  MOUND PRAIRIE (2019)
 DQ6547
 DQ6547                         *CURRENT SURVEY CONTROL
 DQ6547  ______________________________________________________________________
 DQ6547* NAD 83(1986) POSITION- 43 46 23.44   (N) 091 29 29.69   (W)   HD_HELD1
 DQ6547* NAVD 88 ORTHO HEIGHT -   205.085 (meters)      672.85  (feet) ADJUSTED
 DQ6547  ______________________________________________________________________
 DQ6547  GEOID HEIGHT    -        -30.913 (meters)                     GEOID18
 DQ6547  DYNAMIC HEIGHT  -        205.051 (meters)      672.74  (feet) COMP
 DQ6547  MODELED GRAVITY -    980,449.6   (mgal)                       NAVD 88
 DQ6547
 DQ6547  VERT ORDER      -  SECOND    CLASS I
 DQ6547
 DQ6547.The horizontal coordinates were determined by differentially corrected
 DQ6547.hand held GPS observations or other comparable positioning techniques
 DQ6547.and have an estimated accuracy of +/- 3 meters.
 DQ6547
 DQ6547.The orthometric height was determined by differential leveling and
 DQ6547.adjusted by the NATIONAL GEODETIC SURVEY
 DQ6547.in May 2019.
 DQ6547
 DQ6547.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ6547.GEOID18 height accuracy estimate available here.
 DQ6547
 DQ6547.Click photographs - Photos may exist for this station.
 DQ6547
 DQ6547.The dynamic height is computed by dividing the NAVD 88
 DQ6547.geopotential number by the normal gravity value computed on the
 DQ6547.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ6547.degrees latitude (g = 980.6199 gals.).
 DQ6547
 DQ6547.The modeled gravity was interpolated from observed gravity values.
 DQ6547
 DQ6547;                    North         East    Units  Estimated Accuracy
 DQ6547;SPC MN S     -   189,008.8   1,001,924.4     MT  (+/- 3 meters HH1 GPS) 
 DQ6547
 DQ6547_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXJ2139647786(NAD 83)
 DQ6547
 DQ6547                          SUPERSEDED SURVEY CONTROL
 DQ6547
 DQ6547.No superseded survey control is available for this station.
 DQ6547
 DQ6547_MARKER: DB = BENCH MARK DISK
 DQ6547_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 DQ6547_STAMPING: 2801 GG
 DQ6547_MARK LOGO: MNHD
 DQ6547_PROJECTION: RECESSED 2 CENTIMETERS
 DQ6547_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DQ6547_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DQ6547_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ6547+SATELLITE: SATELLITE OBSERVATIONS - September 04, 2024
 DQ6547
 DQ6547  HISTORY     - Date     Condition        Report By
 DQ6547  HISTORY     - 19650401 MONUMENTED       MNHD
 DQ6547  HISTORY     - 20161130 GOOD             MNDT
 DQ6547  HISTORY     - 20240904 GOOD             MNDT
 DQ6547
 DQ6547                          STATION DESCRIPTION
 DQ6547
 DQ6547'DESCRIBED BY MN DEPT OF TRANSP 2016 (DAS)
 DQ6547'THE MARK IS LOCATED ABOUT 3.92 MI (6.31 KM) EAST-NORTHEAST OF HOUSTON.
 DQ6547'TO REACH THE MARK GO 3.2 MI (5.1 KM) EAST FROM THE EAST JUNCTION OF
 DQ6547'TRUNK HIGHWAY 16 AND TRUNK HIGHWAY 76 IN HOUSTON, AT TRUNK HIGHWAY 16
 DQ6547'MILE POINT 273.8.
 DQ6547'
 DQ6547'THE MARK IS LOCATED 57.0 FT (17.4 M) SOUTH OF TRUNK HIGHWAY 16, 10.0
 DQ6547'FT (3.0 M) EAST OF EDGE OF COUNTY ROAD 22, 7.0 FT (2.1 M) WEST OF A
 DQ6547'WITNESS POST.
 DQ6547
 DQ6547                          STATION RECOVERY (2024)
 DQ6547
 DQ6547'RECOVERY NOTE BY MN DEPT OF TRANSP 2024 (RMJ)
 DQ6547'3.92 MI (6.31 KM) EAST-NORTHEAST OF HOUSTON, 3.2 MI (5.1 KM) EAST FROM
 DQ6547'THE EAST JUNCTION OF TRUNK HIGHWAY 16 AND TRUNK HIGHWAY 76 IN HOUSTON,
 DQ6547'AT TRUNK HIGHWAY 16 MILE POINT 273.8, 57.0 FT (17.4 M) SOUTH OF TRUNK
 DQ6547'HIGHWAY 16, 10.0 FT (3.0 M) EAST OF THE EDGE OF COUNTY ROAD 22, 7.0 FT
 DQ6547'(2.1 M) WEST OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DQ6548 ***********************************************************************
 DQ6548  DESIGNATION -  2801 HH
 DQ6548  PID         -  DQ6548
 DQ6548  STATE/COUNTY-  MN/HOUSTON
 DQ6548  COUNTRY     -  US
 DQ6548  USGS QUAD   -  MOUND PRAIRIE (2019)
 DQ6548
 DQ6548                         *CURRENT SURVEY CONTROL
 DQ6548  ______________________________________________________________________
 DQ6548* NAD 83(1986) POSITION- 43 46 23.17   (N) 091 28 51.10   (W)   HD_HELD1
 DQ6548* NAVD 88 ORTHO HEIGHT -   205.101 (meters)      672.90  (feet) ADJUSTED
 DQ6548  ______________________________________________________________________
 DQ6548  GEOID HEIGHT    -        -30.943 (meters)                     GEOID18
 DQ6548  DYNAMIC HEIGHT  -        205.066 (meters)      672.79  (feet) COMP
 DQ6548  MODELED GRAVITY -    980,447.4   (mgal)                       NAVD 88
 DQ6548
 DQ6548  VERT ORDER      -  SECOND    CLASS I
 DQ6548
 DQ6548.The horizontal coordinates were determined by differentially corrected
 DQ6548.hand held GPS observations or other comparable positioning techniques
 DQ6548.and have an estimated accuracy of +/- 3 meters.
 DQ6548
 DQ6548.The orthometric height was determined by differential leveling and
 DQ6548.adjusted by the NATIONAL GEODETIC SURVEY
 DQ6548.in May 2019.
 DQ6548
 DQ6548.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ6548.GEOID18 height accuracy estimate available here.
 DQ6548
 DQ6548.Click photographs - Photos may exist for this station.
 DQ6548
 DQ6548.The dynamic height is computed by dividing the NAVD 88
 DQ6548.geopotential number by the normal gravity value computed on the
 DQ6548.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ6548.degrees latitude (g = 980.6199 gals.).
 DQ6548
 DQ6548.The modeled gravity was interpolated from observed gravity values.
 DQ6548
 DQ6548;                    North         East    Units  Estimated Accuracy
 DQ6548;SPC MN S     -   189,027.0   1,002,787.3     MT  (+/- 3 meters HH1 GPS) 
 DQ6548
 DQ6548_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXJ2225947793(NAD 83)
 DQ6548
 DQ6548                          SUPERSEDED SURVEY CONTROL
 DQ6548
 DQ6548.No superseded survey control is available for this station.
 DQ6548
 DQ6548_MARKER: DB = BENCH MARK DISK
 DQ6548_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 DQ6548_STAMPING: 2801 HH
 DQ6548_MARK LOGO: MNHD
 DQ6548_PROJECTION: FLUSH
 DQ6548_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DQ6548_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DQ6548_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ6548+SATELLITE: SATELLITE OBSERVATIONS - September 03, 2024
 DQ6548
 DQ6548  HISTORY     - Date     Condition        Report By
 DQ6548  HISTORY     - 19650401 MONUMENTED       MNHD
 DQ6548  HISTORY     - 20161130 GOOD             MNDT
 DQ6548  HISTORY     - 20240903 GOOD             MNDT
 DQ6548
 DQ6548                          STATION DESCRIPTION
 DQ6548
 DQ6548'DESCRIBED BY MN DEPT OF TRANSP 2016 (DAS)
 DQ6548'THE MARK IS LOCATED ABOUT 4.5 MI (7.2 KM) EAST-NORTHEAST OF HOUSTON.
 DQ6548'
 DQ6548'THE MARK IS LOCATED 4.6 MI (7.4 KM) EAST ALONG TRUNK HIGHWAY 16 FROM
 DQ6548'THE WEST JUNCTION OF TRUNK HIGHWAY 16 AND TRUNK HIGHWAY 76 IN HOUSTON,
 DQ6548'AT TRUNK HIGHWAY 16 MILE POINT 275.35, 0.2 MI (0.3 KM) WEST OF TRUNK
 DQ6548'HIGHWAY 16 BRIDGE NUMBER 5848 OVER CRYSTAL CREEK.
 DQ6548'
 DQ6548'THE MARK IS LOCATED 85.0 FT (25.9 M) NORTH OF TRUNK HIGHWAY 16, 5.0 FT
 DQ6548'(1.5 M) EAST OF A FIELD ENTRANCE.
 DQ6548
 DQ6548                          STATION RECOVERY (2024)
 DQ6548
 DQ6548'RECOVERY NOTE BY MN DEPT OF TRANSP 2024 (RMJ)
 DQ6548'4.5 MI (7.2 KM) EAST-NORTHEAST OF HOUSTON, 4.6 MI (7.4 KM) EAST ALONG
 DQ6548'TRUNK HIGHWAY 16 FROM THE WEST JUNCTION OF TRUNK HIGHWAY 16 AND TRUNK
 DQ6548'HIGHWAY 76 IN HOUSTON, AT TRUNK HIGHWAY 16 MILE POINT 275.35, 0.2 MI
 DQ6548'(0.3 KM) WEST OF TRUNK HIGHWAY 16 BRIDGE NUMBER 5848 OVER CRYSTAL
 DQ6548'CREEK, 85.0 FT (25.9 M) NORTH OF TRUNK HIGHWAY 16, 5.0 FT (1.5 M) EAST
 DQ6548'OF A FIELD ENTRANCE.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DQ6552 ***********************************************************************
 DQ6552  DESIGNATION -  2801 KK
 DQ6552  PID         -  DQ6552
 DQ6552  STATE/COUNTY-  MN/HOUSTON
 DQ6552  COUNTRY     -  US
 DQ6552  USGS QUAD   -  MOUND PRAIRIE (2019)
 DQ6552
 DQ6552                         *CURRENT SURVEY CONTROL
 DQ6552  ______________________________________________________________________
 DQ6552* NAD 83(1986) POSITION- 43 45 51.60   (N) 091 26 28.24   (W)   HD_HELD1
 DQ6552* NAVD 88 ORTHO HEIGHT -   225.791 (meters)      740.78  (feet) ADJUSTED
 DQ6552  ______________________________________________________________________
 DQ6552  GEOID HEIGHT    -        -31.048 (meters)                     GEOID18
 DQ6552  DYNAMIC HEIGHT  -        225.752 (meters)      740.65  (feet) COMP
 DQ6552  MODELED GRAVITY -    980,442.3   (mgal)                       NAVD 88
 DQ6552
 DQ6552  VERT ORDER      -  SECOND    CLASS I
 DQ6552
 DQ6552.The horizontal coordinates were determined by differentially corrected
 DQ6552.hand held GPS observations or other comparable positioning techniques
 DQ6552.and have an estimated accuracy of +/- 3 meters.
 DQ6552
 DQ6552.The orthometric height was determined by differential leveling and
 DQ6552.adjusted by the NATIONAL GEODETIC SURVEY
 DQ6552.in May 2019.
 DQ6552
 DQ6552.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ6552.GEOID18 height accuracy estimate available here.
 DQ6552
 DQ6552.Click photographs - Photos may exist for this station.
 DQ6552
 DQ6552.The dynamic height is computed by dividing the NAVD 88
 DQ6552.geopotential number by the normal gravity value computed on the
 DQ6552.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ6552.degrees latitude (g = 980.6199 gals.).
 DQ6552
 DQ6552.The modeled gravity was interpolated from observed gravity values.
 DQ6552
 DQ6552;                    North         East    Units  Estimated Accuracy
 DQ6552;SPC MN S     -   188,152.3   1,006,011.2     MT  (+/- 3 meters HH1 GPS) 
 DQ6552
 DQ6552_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXJ2547146879(NAD 83)
 DQ6552
 DQ6552                          SUPERSEDED SURVEY CONTROL
 DQ6552
 DQ6552.No superseded survey control is available for this station.
 DQ6552
 DQ6552_MARKER: DB = BENCH MARK DISK
 DQ6552_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 DQ6552_STAMPING: 2801 KK
 DQ6552_MARK LOGO: MNHD
 DQ6552_PROJECTION: RECESSED 1 CENTIMETERS
 DQ6552_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT
 DQ6552_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DQ6552_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ6552+SATELLITE: SATELLITE OBSERVATIONS - September 17, 2024
 DQ6552
 DQ6552  HISTORY     - Date     Condition        Report By
 DQ6552  HISTORY     - 19650401 MONUMENTED       MNHD
 DQ6552  HISTORY     - 20161130 GOOD             MNDT
 DQ6552  HISTORY     - 20240917 GOOD             MNDT
 DQ6552
 DQ6552                          STATION DESCRIPTION
 DQ6552
 DQ6552'DESCRIBED BY MN DEPT OF TRANSP 2016 (DAS)
 DQ6552'THE MARK IS LOCATED ABOUT 4.5 MI (7.2 KM) WEST OF HOKAH.
 DQ6552'
 DQ6552'TO REACH THE MARK GO 5.2 MI (8.4 KM) WEST ALONG TRUNK HIGHWAY 16 FROM
 DQ6552'THE JUNCTION OF TRUNK HIGHWAY 16 AND TRUNK HIGHWAY 44 IN HOKAH, AT
 DQ6552'TRUNK HIGHWAY 16 MILE POINT 277.4, 0.4 MI (0.6 KM) EAST OF COUNTY ROAD
 DQ6552'25, 74.0 FT (22.6 M) NORTH OF TRUNK HIGHWAY 16.
 DQ6552'
 DQ6552'THE MARK IS LOCATED 30.0 FT (9.1 M) EAST OF ENTRANCE TO A DRIVEWAY
 DQ6552'NUMBER 9428, 11.8 FT (3.6 M) WEST OF STATION C 387, AT THE EAST EDGE
 DQ6552'OF A RIGHT-OF-WAY FENCE LINE, 2.0 FT (0.6 M) SOUTH OF A WITNESS POST.
 DQ6552
 DQ6552                          STATION RECOVERY (2024)
 DQ6552
 DQ6552'RECOVERY NOTE BY MN DEPT OF TRANSP 2024 (RMJ)
 DQ6552'4.5 MI (7.2 KM) WEST OF HOKAH, 5.2 MI (8.4 KM) WEST ALONG TRUNK
 DQ6552'HIGHWAY 16 FROM THE JUNCTION OF TRUNK HIGHWAY 16 AND TRUNK HIGHWAY 44
 DQ6552'IN HOKAH, AT TRUNK HIGHWAY 16 MILE POINT 277.4, 0.4 MI (0.6 KM) EAST
 DQ6552'OF COUNTY ROAD 25, 74.0 FT (22.6 M) NORTH OF TRUNK HIGHWAY 16, 30.0 FT
 DQ6552'(9.1 M) EAST OF AN ENTRANCE TO DRIVEWAY NUMBER 9428, 11.8 FT (3.6 M)
 DQ6552'WEST OF STATION C 387, AT THE EAST EDGE OF A RIGHT-OF-WAY FENCE LINE,
 DQ6552'2.0 FT (0.6 M) SOUTH OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 ON1280 ***********************************************************************
 ON1280  DESIGNATION -  2801 L
 ON1280  PID         -  ON1280
 ON1280  STATE/COUNTY-  MN/HOUSTON
 ON1280  COUNTRY     -  US
 ON1280  USGS QUAD   -  RUSHFORD EAST (2019)
 ON1280
 ON1280                         *CURRENT SURVEY CONTROL
 ON1280  ______________________________________________________________________
 ON1280* NAD 83(1986) POSITION- 43 45 50.     (N) 091 38 50.     (W)   SCALED
 ON1280* NAVD 88 ORTHO HEIGHT -   219.893 (meters)      721.43  (feet) ADJUSTED
 ON1280  ______________________________________________________________________
 ON1280  GEOID HEIGHT    -        -30.520 (meters)                     GEOID18
 ON1280  DYNAMIC HEIGHT  -        219.856 (meters)      721.31  (feet) COMP
 ON1280  MODELED GRAVITY -    980,447.1   (mgal)                       NAVD 88
 ON1280
 ON1280  VERT ORDER      -  FIRST     CLASS II
 ON1280
 ON1280.The horizontal coordinates were scaled from a map and have
 ON1280.an estimated accuracy of +/- 6 seconds.
 ON1280
 ON1280.The orthometric height was determined by differential leveling and
 ON1280.adjusted by the NATIONAL GEODETIC SURVEY
 ON1280.in June 1991.
 ON1280
 ON1280.Significant digits in the geoid height do not necessarily reflect accuracy.
 ON1280.GEOID18 height accuracy estimate available here.
 ON1280
 ON1280.Click photographs - Photos may exist for this station.
 ON1280
 ON1280.The dynamic height is computed by dividing the NAVD 88
 ON1280.geopotential number by the normal gravity value computed on the
 ON1280.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ON1280.degrees latitude (g = 980.6199 gals.).
 ON1280
 ON1280.The modeled gravity was interpolated from observed gravity values.
 ON1280
 ON1280;                    North         East    Units  Estimated Accuracy
 ON1280;SPC MN S     -   187,610.      989,430.      MT  (+/- 180 meters Scaled)
 ON1280
 ON1280_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXJ088465(NAD 83)
 ON1280
 ON1280                          SUPERSEDED SURVEY CONTROL
 ON1280
 ON1280.No superseded survey control is available for this station.
 ON1280
 ON1280_MARKER: DB = BENCH MARK DISK
 ON1280_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 ON1280_SP_SET: BOX CULVERT
 ON1280_STAMPING: 2801 L 1956
 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 - November 28, 2016
 ON1280
 ON1280  HISTORY     - Date     Condition        Report By
 ON1280  HISTORY     - 1956     MONUMENTED       MNHD
 ON1280  HISTORY     - 19900810 GOOD             NGS
 ON1280  HISTORY     - 20161128 GOOD             MNDT
 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.
 ON1280
 ON1280                          STATION RECOVERY (2016)
 ON1280
 ON1280'RECOVERY NOTE BY MN DEPT OF TRANSP 2016 (DAS)
 ON1280'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DQ6554 ***********************************************************************
 DQ6554  DESIGNATION -  2801 LL
 DQ6554  PID         -  DQ6554
 DQ6554  STATE/COUNTY-  MN/HOUSTON
 DQ6554  COUNTRY     -  US
 DQ6554  USGS QUAD   -  MOUND PRAIRIE (2019)
 DQ6554
 DQ6554                         *CURRENT SURVEY CONTROL
 DQ6554  ______________________________________________________________________
 DQ6554* NAD 83(1986) POSITION- 43 45 49.52   (N) 091 25 41.80   (W)   HD_HELD1
 DQ6554* NAVD 88 ORTHO HEIGHT -   258.477 (meters)      848.02  (feet) ADJUSTED
 DQ6554  ______________________________________________________________________
 DQ6554  GEOID HEIGHT    -        -31.084 (meters)                     GEOID18
 DQ6554  DYNAMIC HEIGHT  -        258.433 (meters)      847.88  (feet) COMP
 DQ6554  MODELED GRAVITY -    980,442.8   (mgal)                       NAVD 88
 DQ6554
 DQ6554  VERT ORDER      -  SECOND    CLASS I
 DQ6554
 DQ6554.The horizontal coordinates were determined by differentially corrected
 DQ6554.hand held GPS observations or other comparable positioning techniques
 DQ6554.and have an estimated accuracy of +/- 3 meters.
 DQ6554
 DQ6554.The orthometric height was determined by differential leveling and
 DQ6554.adjusted by the NATIONAL GEODETIC SURVEY
 DQ6554.in May 2019.
 DQ6554
 DQ6554.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ6554.GEOID18 height accuracy estimate available here.
 DQ6554
 DQ6554.Click photographs - Photos may exist for this station.
 DQ6554
 DQ6554.The dynamic height is computed by dividing the NAVD 88
 DQ6554.geopotential number by the normal gravity value computed on the
 DQ6554.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ6554.degrees latitude (g = 980.6199 gals.).
 DQ6554
 DQ6554.The modeled gravity was interpolated from observed gravity values.
 DQ6554
 DQ6554;                    North         East    Units  Estimated Accuracy
 DQ6554;SPC MN S     -   188,120.7   1,007,051.5     MT  (+/- 3 meters HH1 GPS) 
 DQ6554
 DQ6554_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXJ2651146834(NAD 83)
 DQ6554
 DQ6554                          SUPERSEDED SURVEY CONTROL
 DQ6554
 DQ6554.No superseded survey control is available for this station.
 DQ6554
 DQ6554_MARKER: DB = BENCH MARK DISK
 DQ6554_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 DQ6554_STAMPING: 2801 LL
 DQ6554_MARK LOGO: MNHD
 DQ6554_PROJECTION: RECESSED 3 CENTIMETERS
 DQ6554_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DQ6554_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DQ6554_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ6554+SATELLITE: SATELLITE OBSERVATIONS - September 18, 2024
 DQ6554
 DQ6554  HISTORY     - Date     Condition        Report By
 DQ6554  HISTORY     - 19650401 MONUMENTED       MNHD
 DQ6554  HISTORY     - 20161130 GOOD             MNDT
 DQ6554  HISTORY     - 20240918 GOOD             MNDT
 DQ6554
 DQ6554                          STATION DESCRIPTION
 DQ6554
 DQ6554'DESCRIBED BY MN DEPT OF TRANSP 2016 (DAS)
 DQ6554'THE MARK IS LOCATED ABOUT 3.5 MI (5.6 KM) WEST OF HOKAH.
 DQ6554'
 DQ6554'TO REACH THE MARK GO 4.5 MI (7.2 KM) WEST ALONG TRUNK HIGHWAY 16 FROM
 DQ6554'THE JUNCTION OF TRUNK HIGHWAY 16 AND TRUNK HIGHWAY 44 EAST OF HOKAH,
 DQ6554'AT TRUNK HIGHWAY 16 STATION 1007+00, 0.2 MI (0.3 KM) EAST OF MOUND
 DQ6554'PRAIRIE DRIVE.
 DQ6554'
 DQ6554'THE MARK IS LOCATED 70.0 FT (21.3 M) SOUTH OF TRUNK HIGHWAY 16, 152.0
 DQ6554'FT (46.3 M) EAST OF END OF HIGHWAY CURVE, 600.0 FT (182.9 M) WEST OF A
 DQ6554'FIELD ENTRANCE SOUTH, 100.0 FT (30.5 M) WEST OF A RIGHT-OF-WAY POST,
 DQ6554'DUE SOUTH OF MOUND PRAIRIE PARK SIGN.
 DQ6554
 DQ6554                          STATION RECOVERY (2024)
 DQ6554
 DQ6554'RECOVERY NOTE BY MN DEPT OF TRANSP 2024 (RMJ)
 DQ6554'3.5 MI (5.6 KM) WEST OF HOKAH, 4.5 MI (7.2 KM) WEST ALONG TRUNK
 DQ6554'HIGHWAY 16 FROM THE JUNCTION OF TRUNK HIGHWAY 16 AND TRUNK HIGHWAY 44
 DQ6554'EAST OF HOKAH, AT TRUNK HIGHWAY 16 STATION 1007+00, 0.2 MI (0.3 KM)
 DQ6554'EAST OF MOUND PRAIRIE DRIVE, 70.0 FT (21.3 M) SOUTH OF TRUNK HIGHWAY
 DQ6554'16, 152.0 FT (46.3 M) EAST OF THE END OF A HIGHWAY CURVE, 600.0 FT
 DQ6554'(182.9 M) WEST OF A FIELD ENTRANCE SOUTH, 100.0 FT (30.5 M) WEST OF A
 DQ6554'RIGHT-OF-WAY POST, DUE SOUTH OF THE MOUND PRAIRIE PARK SIGN.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DQ6534 ***********************************************************************
 DQ6534  DESIGNATION -  2801 O
 DQ6534  PID         -  DQ6534
 DQ6534  STATE/COUNTY-  MN/HOUSTON
 DQ6534  COUNTRY     -  US
 DQ6534  USGS QUAD   -  RUSHFORD EAST (2019)
 DQ6534
 DQ6534                         *CURRENT SURVEY CONTROL
 DQ6534  ______________________________________________________________________
 DQ6534* NAD 83(1986) POSITION- 43 46 30.02   (N) 091 37 38.75   (W)   HD_HELD1
 DQ6534* NAVD 88 ORTHO HEIGHT -   228.953 (meters)      751.16  (feet) ADJUSTED
 DQ6534  ______________________________________________________________________
 DQ6534  GEOID HEIGHT    -        -30.574 (meters)                     GEOID18
 DQ6534  DYNAMIC HEIGHT  -        228.915 (meters)      751.03  (feet) COMP
 DQ6534  MODELED GRAVITY -    980,448.9   (mgal)                       NAVD 88
 DQ6534
 DQ6534  VERT ORDER      -  SECOND    CLASS I
 DQ6534
 DQ6534.The horizontal coordinates were determined by differentially corrected
 DQ6534.hand held GPS observations or other comparable positioning techniques
 DQ6534.and have an estimated accuracy of +/- 3 meters.
 DQ6534
 DQ6534.The orthometric height was determined by differential leveling and
 DQ6534.adjusted by the NATIONAL GEODETIC SURVEY
 DQ6534.in May 2019.
 DQ6534
 DQ6534.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ6534.GEOID18 height accuracy estimate available here.
 DQ6534
 DQ6534.Click photographs - Photos may exist for this station.
 DQ6534
 DQ6534.The dynamic height is computed by dividing the NAVD 88
 DQ6534.geopotential number by the normal gravity value computed on the
 DQ6534.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ6534.degrees latitude (g = 980.6199 gals.).
 DQ6534
 DQ6534.The modeled gravity was interpolated from observed gravity values.
 DQ6534
 DQ6534;                    North         East    Units  Estimated Accuracy
 DQ6534;SPC MN S     -   188,885.2     990,985.9     MT  (+/- 3 meters HH1 GPS) 
 DQ6534
 DQ6534_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXJ1046047799(NAD 83)
 DQ6534
 DQ6534                          SUPERSEDED SURVEY CONTROL
 DQ6534
 DQ6534.No superseded survey control is available for this station.
 DQ6534
 DQ6534_MARKER: DB = BENCH MARK DISK
 DQ6534_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 DQ6534_STAMPING: 2801 O 1956
 DQ6534_MARK LOGO: MNHD
 DQ6534_PROJECTION: PROJECTING 2 CENTIMETERS
 DQ6534_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DQ6534_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DQ6534_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DQ6534+SATELLITE: SATELLITE OBSERVATIONS - August 28, 2024
 DQ6534
 DQ6534  HISTORY     - Date     Condition        Report By
 DQ6534  HISTORY     - 19560401 MONUMENTED       MNHD
 DQ6534  HISTORY     - 20161129 GOOD             MNDT
 DQ6534  HISTORY     - 20240828 GOOD             MNDT
 DQ6534
 DQ6534                          STATION DESCRIPTION
 DQ6534
 DQ6534'DESCRIBED BY MN DEPT OF TRANSP 2016 (DAS)
 DQ6534'THE MARK IS LOCATED ABOUT 2.5 MI (4.0 KM) WEST HOUSTON.
 DQ6534'
 DQ6534'TO REACH THE MARK GO 3.1 MI (5.0 KM) WEST ALONG TRUNK HIGHWAY 16 FROM
 DQ6534'THE JUNCTION OF TRUNK HIGHWAY 16 AND TRUNK HIGHWAY 76 IN HOUSTON, AT
 DQ6534'TRUNK HIGHWAY 16 MILE POINT 266.45.
 DQ6534'
 DQ6534'THE MARK IS LOCATED 75.0 FT (22.9 M) NORTH OF TRUNK HIGHWAY 16, 25.0
 DQ6534'FT (7.6 M) EAST OF THE EAST END OF A GUARDRAIL, 1.0 FT (0.3 M) SOUTH
 DQ6534'OF A WITNESS POST, THE WEST OF ENTRANCE NORTH FOR CUSHION'S PEAK
 DQ6534'CAMPGROUND.
 DQ6534
 DQ6534                          STATION RECOVERY (2024)
 DQ6534
 DQ6534'RECOVERY NOTE BY MN DEPT OF TRANSP 2024 (RMJ)
 DQ6534'2.5 MI (4.0 KM) WEST OF HOUSTON, 3.1 MI (5.0 KM) WEST ALONG TRUNK
 DQ6534'HIGHWAY 16 FROM THE JUNCTION OF TRUNK HIGHWAY 16 AND TRUNK HIGHWAY 76
 DQ6534'IN HOUSTON, AT TRUNK HIGHWAY 16 MILE POINT 266.45, 75.0 FT (22.9 M)
 DQ6534'NORTH OF TRUNK HIGHWAY 16, 25.0 FT (7.6 M) EAST OF THE EAST END OF A
 DQ6534'GUARDRAIL, 1.0 FT (0.3 M) SOUTH OF A WITNESS POST, WEST OF THE
 DQ6534'ENTRANCE NORTH FOR CUSHION'S PEAK CAMPGROUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DQ6558 ***********************************************************************
 DQ6558  DESIGNATION -  2801 QQ
 DQ6558  PID         -  DQ6558
 DQ6558  STATE/COUNTY-  MN/HOUSTON
 DQ6558  COUNTRY     -  US
 DQ6558  USGS QUAD   -  MOUND PRAIRIE (2019)
 DQ6558
 DQ6558                         *CURRENT SURVEY CONTROL
 DQ6558  ______________________________________________________________________
 DQ6558* NAD 83(1986) POSITION- 43 45 33.67   (N) 091 22 42.44   (W)   HD_HELD1
 DQ6558* NAVD 88 ORTHO HEIGHT -   247.286 (meters)      811.30  (feet) ADJUSTED
 DQ6558  ______________________________________________________________________
 DQ6558  GEOID HEIGHT    -        -31.243 (meters)                     GEOID18
 DQ6558  DYNAMIC HEIGHT  -        247.244 (meters)      811.17  (feet) COMP
 DQ6558  MODELED GRAVITY -    980,441.8   (mgal)                       NAVD 88
 DQ6558
 DQ6558  VERT ORDER      -  SECOND    CLASS I
 DQ6558
 DQ6558.The horizontal coordinates were determined by differentially corrected
 DQ6558.hand held GPS observations or other comparable positioning techniques
 DQ6558.and have an estimated accuracy of +/- 3 meters.
 DQ6558
 DQ6558.The orthometric height was determined by differential leveling and
 DQ6558.adjusted by the NATIONAL GEODETIC SURVEY
 DQ6558.in May 2019.
 DQ6558
 DQ6558.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ6558.GEOID18 height accuracy estimate available here.
 DQ6558
 DQ6558.Click photographs - Photos may exist for this station.
 DQ6558
 DQ6558.The dynamic height is computed by dividing the NAVD 88
 DQ6558.geopotential number by the normal gravity value computed on the
 DQ6558.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ6558.degrees latitude (g = 980.6199 gals.).
 DQ6558
 DQ6558.The modeled gravity was interpolated from observed gravity values.
 DQ6558
 DQ6558;                    North         East    Units  Estimated Accuracy
 DQ6558;SPC MN S     -   187,759.2   1,011,077.0     MT  (+/- 3 meters HH1 GPS) 
 DQ6558
 DQ6558_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXJ3053046422(NAD 83)
 DQ6558
 DQ6558                          SUPERSEDED SURVEY CONTROL
 DQ6558
 DQ6558.No superseded survey control is available for this station.
 DQ6558
 DQ6558_MARKER: DB = BENCH MARK DISK
 DQ6558_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 DQ6558_STAMPING: 2801 QQ
 DQ6558_MARK LOGO: MNHD
 DQ6558_PROJECTION: RECESSED 1 CENTIMETERS
 DQ6558_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DQ6558_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DQ6558_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DQ6558+SATELLITE: SATELLITE OBSERVATIONS - September 18, 2024
 DQ6558
 DQ6558  HISTORY     - Date     Condition        Report By
 DQ6558  HISTORY     - 19650401 MONUMENTED       MNHD
 DQ6558  HISTORY     - 20161201 GOOD             MNDT
 DQ6558  HISTORY     - 20240918 GOOD             MNDT
 DQ6558
 DQ6558                          STATION DESCRIPTION
 DQ6558
 DQ6558'DESCRIBED BY MN DEPT OF TRANSP 2016 (DAS)
 DQ6558'THE MARK IS LOCATED ABOUT 1.2 MI (1.9 KM) WEST OF HOKAH.
 DQ6558'
 DQ6558'TO REACH THE MARK GO 1.7 MI (2.7 KM) WEST ALONG TRUNK HIGHWAY 16 FROM
 DQ6558'THE JUNCTION OF TRUNK HIGHWAY 16 AND TRUNK HIGHWAY 44 EAST OF HOKAH,
 DQ6558'AT TRUNK HIGHWAY 16 MILE POINT 280.9, 0.2 MI (0.3 KM) WEST OF ENTRANCE
 DQ6558'NORTH.
 DQ6558'
 DQ6558'THE MARK IS LOCATED 52.0 FT (15.8 M) NORTH OF TRUNK HIGHWAY 16, 175.0
 DQ6558'FT (53.3 M) WEST OF STATION A 387, 25.0 FT (7.6 M) EAST OF END OF
 DQ6558'GUARDRAIL, 1.0 SOUTH OF A WITNESS POST.
 DQ6558
 DQ6558                          STATION RECOVERY (2024)
 DQ6558
 DQ6558'RECOVERY NOTE BY MN DEPT OF TRANSP 2024 (RMJ)
 DQ6558'1.2 MI (1.9 KM) WEST OF HOKAH, 1.7 MI (2.7 KM) WEST ALONG TRUNK
 DQ6558'HIGHWAY 16 FROM THE JUNCTION OF TRUNK HIGHWAY 16 AND TRUNK HIGHWAY 44
 DQ6558'EAST OF HOKAH, AT TRUNK HIGHWAY 16 MILE POINT 280.9, 0.2 MI (0.3 KM)
 DQ6558'WEST OF AN ENTRANCE NORTH, 52.0 FT (15.8 M) NORTH OF TRUNK HIGHWAY 16,
 DQ6558'175.0 FT (53.3 M) SOUTHWEST OF STATION A 387, 25.0 FT (7.6 M) EAST OF
 DQ6558'THE END OF A GUARDRAIL, 1.0 SOUTH OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DK6810 ***********************************************************************
 DK6810  DESIGNATION -  2801 SS
 DK6810  PID         -  DK6810
 DK6810  STATE/COUNTY-  MN/HOUSTON
 DK6810  COUNTRY     -  US
 DK6810  USGS QUAD   -  LA CRESCENT (2019)
 DK6810
 DK6810                         *CURRENT SURVEY CONTROL
 DK6810  ______________________________________________________________________
 DK6810* NAD 83(1986) POSITION- 43 45 43.     (N) 091 21 25.     (W)   SCALED
 DK6810* NAVD 88 ORTHO HEIGHT -   221.332 (meters)      726.15  (feet) ADJUSTED
 DK6810  ______________________________________________________________________
 DK6810  GEOID HEIGHT    -        -31.323 (meters)                     GEOID18
 DK6810  DYNAMIC HEIGHT  -        221.293 (meters)      726.03  (feet) COMP
 DK6810  MODELED GRAVITY -    980,439.6   (mgal)                       NAVD 88
 DK6810
 DK6810  VERT ORDER      -  SECOND    CLASS I
 DK6810
 DK6810.The horizontal coordinates were scaled from a map and have
 DK6810.an estimated accuracy of +/- 6 seconds.
 DK6810
 DK6810.The orthometric height was determined by differential leveling and
 DK6810.adjusted by the NATIONAL GEODETIC SURVEY
 DK6810.in December 2008.
 DK6810
 DK6810.Significant digits in the geoid height do not necessarily reflect accuracy.
 DK6810.GEOID18 height accuracy estimate available here.
 DK6810
 DK6810.Click photographs - Photos may exist for this station.
 DK6810
 DK6810.The dynamic height is computed by dividing the NAVD 88
 DK6810.geopotential number by the normal gravity value computed on the
 DK6810.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK6810.degrees latitude (g = 980.6199 gals.).
 DK6810
 DK6810.The modeled gravity was interpolated from observed gravity values.
 DK6810
 DK6810;                    North         East    Units  Estimated Accuracy
 DK6810;SPC MN S     -   188,100.    1,012,800.      MT  (+/- 180 meters Scaled)
 DK6810
 DK6810_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXJ322467(NAD 83)
 DK6810
 DK6810                          SUPERSEDED SURVEY CONTROL
 DK6810
 DK6810.No superseded survey control is available for this station.
 DK6810
 DK6810_MARKER: DB = BENCH MARK DISK
 DK6810_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 DK6810_STAMPING: 2801 SS 1985
 DK6810_MARK LOGO: MNHD
 DK6810_PROJECTION: RECESSED 1 CENTIMETERS
 DK6810_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DK6810_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DK6810_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DK6810+SATELLITE: SATELLITE OBSERVATIONS - December 01, 2016
 DK6810
 DK6810  HISTORY     - Date     Condition        Report By
 DK6810  HISTORY     - 1965     MONUMENTED       MNHD
 DK6810  HISTORY     - 20011108 GOOD             MNDT
 DK6810  HISTORY     - 20161201 GOOD             MNDT
 DK6810
 DK6810                          STATION DESCRIPTION
 DK6810
 DK6810'DESCRIBED BY MN DEPT OF TRANSP 2001 (DRB)
 DK6810'AT HOKAH, AT TRUNK HIGHWAY 16 MILE POINT 281.95, 0.6 MI (1.0 KM) WEST
 DK6810'OF THE JUNCTION OF TRUNK HIGHWAY 16 AND TRUNK HIGHWAY 44 EAST OF
 DK6810'HOKAH, 600 FT (182.9 M) EAST OF COUNTY HIGHWAY SHOP BUILDING, 54 FT
 DK6810'(16.5 M) NORTH OF TRUNK HIGHWAY 16, 31 FT (9.4 M) NORTH OF GUARDRAIL,
 DK6810'1.0 FT (0.3 M) NORTH OF A WITNESS POST.
 DK6810
 DK6810                          STATION RECOVERY (2016)
 DK6810
 DK6810'RECOVERY NOTE BY MN DEPT OF TRANSP 2016 (DAS)
 DK6810'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DK6906 ***********************************************************************
 DK6906  DESIGNATION -  2801 TT
 DK6906  PID         -  DK6906
 DK6906  STATE/COUNTY-  MN/HOUSTON
 DK6906  COUNTRY     -  US
 DK6906  USGS QUAD   -  LA CRESCENT (2019)
 DK6906
 DK6906                         *CURRENT SURVEY CONTROL
 DK6906  ______________________________________________________________________
 DK6906* NAD 83(2011) POSITION- 43 45 41.05943(N) 091 21 03.53466(W)   ADJUSTED
 DK6906* NAD 83(2011) ELLIP HT-   166.450 (meters)        (06/27/12)   ADJUSTED
 DK6906* NAD 83(2011) EPOCH   -  2010.00
 DK6906* NAVD 88 ORTHO HEIGHT -   197.788 (meters)      648.91  (feet) ADJUSTED
 DK6906  ______________________________________________________________________
 DK6906  GEOID HEIGHT    -        -31.342 (meters)                     GEOID18
 DK6906  NAD 83(2011) X  -   -108,783.149 (meters)                     COMP
 DK6906  NAD 83(2011) Y  - -4,612,689.799 (meters)                     COMP
 DK6906  NAD 83(2011) Z  -  4,389,098.590 (meters)                     COMP
 DK6906  LAPLACE CORR    -         -7.83  (seconds)                    DEFLEC18
 DK6906  DYNAMIC HEIGHT  -        197.753 (meters)      648.79  (feet) COMP
 DK6906  MODELED GRAVITY -    980,438.9   (mgal)                       NAVD 88
 DK6906
 DK6906  VERT ORDER      -  SECOND    CLASS I
 DK6906
 DK6906  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DK6906  Standards:
 DK6906         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DK6906            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DK6906  -------------------------------------------------------------------
 DK6906  NETWORK    0.29   0.45           0.13   0.10   0.23      0.10173979
 DK6906  -------------------------------------------------------------------
 DK6906  Click here for local accuracies and other accuracy information.
 DK6906
 DK6906.The horizontal coordinates were established by GPS observations
 DK6906.and adjusted by the National Geodetic Survey in June 2012.
 DK6906
 DK6906.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DK6906.been affixed to the stable North American tectonic plate. See 
 DK6906.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DK6906
 DK6906.The horizontal coordinates are valid at the epoch date displayed above
 DK6906.which is a decimal equivalence of Year/Month/Day.
 DK6906
 DK6906.The orthometric height was determined by differential leveling and
 DK6906.adjusted by the NATIONAL GEODETIC SURVEY
 DK6906.in December 2008.
 DK6906
 DK6906.Significant digits in the geoid height do not necessarily reflect accuracy.
 DK6906.GEOID18 height accuracy estimate available here.
 DK6906
 DK6906.Click photographs - Photos may exist for this station.
 DK6906
 DK6906.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DK6906
 DK6906.The Laplace correction was computed from DEFLEC18 derived deflections.
 DK6906
 DK6906.The ellipsoidal height was determined by GPS observations
 DK6906.and is referenced to NAD 83.
 DK6906
 DK6906.The dynamic height is computed by dividing the NAVD 88
 DK6906.geopotential number by the normal gravity value computed on the
 DK6906.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK6906.degrees latitude (g = 980.6199 gals.).
 DK6906
 DK6906.The modeled gravity was interpolated from observed gravity values.
 DK6906
 DK6906. The following values were computed from the NAD 83(2011) position.
 DK6906
 DK6906;                    North         East     Units Scale Factor Converg.
 DK6906;SPC MN S     -   188,058.476 1,013,280.942   MT  1.00000482   +1 51 24.4
 DK6906;SPC MN S     -   616,988.52  3,324,405.89   sFT  1.00000482   +1 51 24.4
 DK6906;UTM  15      - 4,846,694.577   632,738.045   MT  0.99981672   +1 08 26.6
 DK6906
 DK6906!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DK6906!SPC MN S     -   0.99997390  x   1.00000482  =   0.99997872
 DK6906!UTM  15      -   0.99997390  x   0.99981672  =   0.99979062
 DK6906
 DK6906_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXJ3273846694(NAD 83)
 DK6906
 DK6906                          SUPERSEDED SURVEY CONTROL
 DK6906
 DK6906  NAD 83(2007)-  43 45 41.05993(N)    091 21 03.53570(W) AD(2002.00) 1
 DK6906  ELLIP H (09/09/09)  166.478  (m)                       GP(2002.00) 4 1
 DK6906  NAVD 88             197.79   (m)          648.9    (f) LEVELING    3  
 DK6906
 DK6906.Superseded values are not recommended for survey control.
 DK6906
 DK6906.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK6906.See file dsdata.pdf to determine how the superseded data were derived.
 DK6906
 DK6906_MARKER: DB = BENCH MARK DISK
 DK6906_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 DK6906_STAMPING: 2801 TT 1985
 DK6906_MARK LOGO: MNHD
 DK6906_PROJECTION: FLUSH
 DK6906_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DK6906_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DK6906_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DK6906+SATELLITE: SATELLITE OBSERVATIONS - September 18, 2024
 DK6906
 DK6906  HISTORY     - Date     Condition        Report By
 DK6906  HISTORY     - 1985     MONUMENTED       MNHD
 DK6906  HISTORY     - 20070109 GOOD             MNDT
 DK6906  HISTORY     - 20080225 GOOD             MNDT
 DK6906  HISTORY     - 20161206 GOOD             MNDT
 DK6906  HISTORY     - 20201214 GOOD             MNDT
 DK6906  HISTORY     - 20240918 GOOD             MNDT
 DK6906
 DK6906                          STATION DESCRIPTION
 DK6906
 DK6906'DESCRIBED BY MN DEPT OF TRANSP 2007 (JLM)
 DK6906'AT HOKAH, AT TRUNK HIGHWAY 16 MILE POINT 282.3, 0.3 MI (0.5 KM) WEST
 DK6906'OF THE JUNCTION OF TRUNK HIGHWAY 44 AND TRUNK HIGHWAY 16, 71 FT (21.6
 DK6906'M) NORTH OF TRUNK HIGHWAY 16, 15 FT (4.6 M) WEST OF A FIELD ENTRANCE,
 DK6906'1.0 FT (0.3 M) NORTH OF A WITNESS POST.
 DK6906
 DK6906                          STATION RECOVERY (2008)
 DK6906
 DK6906'RECOVERY NOTE BY MN DEPT OF TRANSP 2008 (DJS)
 DK6906'THE MARK WAS RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.
 DK6906'THE MARK IS AT HOKAH, AT TRUNK HIGHWAY 16 MILEPOINT 282.3, 0.3 MILE
 DK6906'WEST OF JUNCTION OF TRUNK HIGHWAY 44 AND TRUNK HIGHWAY 16, 71 FEET
 DK6906'NORTH OF TRUNK HIGHWAY 16, 15 FEET WEST OF FIELD ENTRANCE, 1.0 FOOT
 DK6906'NORTH OF WITNESS POST.
 DK6906
 DK6906                          STATION RECOVERY (2016)
 DK6906
 DK6906'RECOVERY NOTE BY MN DEPT OF TRANSP 2016 (DAS)
 DK6906'RECOVERED AS DESCRIBED.
 DK6906
 DK6906                          STATION RECOVERY (2020)
 DK6906
 DK6906'RECOVERY NOTE BY MN DEPT OF TRANSP 2020 (KMS)
 DK6906'IN HOKAH, 0.3 MI (0.5 KM) WEST OF THE JUNCTION OF THE TRUNK HIGHWAY 44
 DK6906'AND TRUNK HIGHWAY 16, AT TRUNK HIGHWAY 16 MILE POINT 282.3, 71.0 FT
 DK6906'(21.6 M) NORTH OF TRUNK HIGHWAY 16, 15.0 FT (4.6 M) WEST OF A FIELD
 DK6906'ENTRANCE, 1.0 FT (0.3 M) NORTH OF A WITNESS POST.
 DK6906
 DK6906                          STATION RECOVERY (2024)
 DK6906
 DK6906'RECOVERY NOTE BY MN DEPT OF TRANSP 2024 (RMJ)
 DK6906'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 ON1296 ***********************************************************************
 ON1296  DESIGNATION -  2801 YY
 ON1296  PID         -  ON1296
 ON1296  STATE/COUNTY-  MN/HOUSTON
 ON1296  COUNTRY     -  US
 ON1296  USGS QUAD   -  LA CRESCENT (2019)
 ON1296
 ON1296                         *CURRENT SURVEY CONTROL
 ON1296  ______________________________________________________________________
 ON1296* NAD 83(1986) POSITION- 43 48 13.83   (N) 091 18 07.01   (W)   HD_HELD1
 ON1296* NAVD 88 ORTHO HEIGHT -   203.986 (meters)      669.24  (feet) ADJUSTED
 ON1296  ______________________________________________________________________
 ON1296  GEOID HEIGHT    -        -31.569 (meters)                     GEOID18
 ON1296  DYNAMIC HEIGHT  -        203.950 (meters)      669.13  (feet) COMP
 ON1296  MODELED GRAVITY -    980,440.7   (mgal)                       NAVD 88
 ON1296
 ON1296  VERT ORDER      -  FIRST     CLASS II
 ON1296
 ON1296.The horizontal coordinates were determined by differentially corrected
 ON1296.hand held GPS observations or other comparable positioning techniques
 ON1296.and have an estimated accuracy of +/- 3 meters.
 ON1296
 ON1296.The orthometric height was determined by differential leveling and
 ON1296.adjusted by the NATIONAL GEODETIC SURVEY
 ON1296.in June 1991.
 ON1296
 ON1296.Significant digits in the geoid height do not necessarily reflect accuracy.
 ON1296.GEOID18 height accuracy estimate available here.
 ON1296
 ON1296.Click photographs - Photos may exist for this station.
 ON1296
 ON1296.The dynamic height is computed by dividing the NAVD 88
 ON1296.geopotential number by the normal gravity value computed on the
 ON1296.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ON1296.degrees latitude (g = 980.6199 gals.).
 ON1296
 ON1296.The modeled gravity was interpolated from observed gravity values.
 ON1296
 ON1296;                    North         East    Units  Estimated Accuracy
 ON1296;SPC MN S     -   192,900.0   1,017,071.9     MT  (+/- 3 meters HH1 GPS) 
 ON1296
 ON1296_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXJ3658851487(NAD 83)
 ON1296
 ON1296                          SUPERSEDED SURVEY CONTROL
 ON1296
 ON1296.No superseded survey control is available for this station.
 ON1296
 ON1296_MARKER: DV = VERTICAL CONTROL DISK
 ON1296_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 ON1296_STAMPING: 2801 YY 1985
 ON1296_MARK LOGO: MNDT
 ON1296_PROJECTION: RECESSED 8 CENTIMETERS
 ON1296_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 ON1296_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 ON1296_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 ON1296+SATELLITE: SATELLITE OBSERVATIONS - September 12, 2024
 ON1296_ROD/PIPE-DEPTH: 6.1 meters
 ON1296
 ON1296  HISTORY     - Date     Condition        Report By
 ON1296  HISTORY     - 1985     MONUMENTED       MNDT
 ON1296  HISTORY     - 19900806 GOOD             NGS
 ON1296  HISTORY     - 20060717 GOOD             MNDT
 ON1296  HISTORY     - 20060717 GOOD             MNDT
 ON1296  HISTORY     - 20161206 GOOD             MNDT
 ON1296  HISTORY     - 20240912 GOOD             MNDT
 ON1296
 ON1296                          STATION DESCRIPTION
 ON1296
 ON1296'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 ON1296'2.4 KM (1.5 MI) SOUTHERLY ALONG STATE HIGHWAY 16 FROM THE JUNCTION OF
 ON1296'U.S. HIGHWAYS 14 AND 61 IN LA CRESCENT, 13.9 M (45.6 FT) EAST OF THE
 ON1296'HIGHWAY CENTERLINE, 8.3 M (27.2 FT) NORTH OF A STEEL POST, 4.5 M
 ON1296'(14.8 FT) NORTHEAST OF A STEEL POST, 0.6 M (2.0 FT) BELOW THE LEVEL
 ON1296'OF THE HIGHWAY, 0.5 M (1.6 FT) EAST OF UTILITY POLE NUMBER 9905CC24,
 ON1296'AND 0.4 M (1.3 FT) WEST OF A WITNESS POST.  NOTE--THE ROD IS ENCASED
 ON1296'IN A 6-INCH PVC PIPE THAT IS FLUSH WITH THE GROUND SURFACE.
 ON1296
 ON1296                          STATION RECOVERY (2006)
 ON1296
 ON1296'RECOVERY NOTE BY MN DEPT OF TRANSP 2006 (MPP)
 ON1296'1.5 MI (2.4 KM) SOUTH OF LA CRESCENT, AT TRUNK HIGHWAY 16 MILE POINT
 ON1296'286.85, 1.45 MI (2.3 KM) SOUTH OF THE JUNCTION OF TRUNK HIGHWAY 61 AND
 ON1296'TRUNK HIGHWAY 16, 46.5 FT (14.2 M) EAST OF TRUNK HIGHWAY 16, 27.2 FT
 ON1296'(8.3 M) NORTH OF STEEL POST, 14.8 FT (4.5 M) NORTHEAST OF STEEL POST,
 ON1296'1.6 FT (0.5 M) EAST OF POWER POLE 9905CC24, 1.3 FT (0.4 M) WEST OF A
 ON1296'WITNESS POST.
 ON1296
 ON1296                          STATION RECOVERY (2006)
 ON1296
 ON1296'RECOVERY NOTE BY MN DEPT OF TRANSP 2006 (MPP)
 ON1296'THE MARK IS 1.5 MI (2.4 KM) SOUTH OF LA CRESCENT, AT TRUNK HIGHWAY 16
 ON1296'MILE POINT 286.85, 1.45 MI (2.3 KM) SOUTH OF THE JUNCTION OF TRUNK
 ON1296'HIGHWAY 61 AND TRUNK HIGHWAY 16, 46.5 FT (14.2 M) EAST OF TRUNK
 ON1296'HIGHWAY 16, 27.2 FT (8.3 M) NORTH OF STEEL POST, 14.8 FT (4.5 M)
 ON1296'NORTHEAST OF STEEL POST, 1.6 FT (0.5 M) EAST OF POWER POLE NUMBER
 ON1296'9905CC24, 1.3 FT (0.4 M) WEST OF A WITNESS POST.
 ON1296
 ON1296                          STATION RECOVERY (2016)
 ON1296
 ON1296'RECOVERY NOTE BY MN DEPT OF TRANSP 2016 (DAS)
 ON1296'RECOVERED AS DESCRIBED.
 ON1296
 ON1296                          STATION RECOVERY (2024)
 ON1296
 ON1296'RECOVERY NOTE BY MN DEPT OF TRANSP 2024 (RMJ)
 ON1296'1.5 MI (2.4 KM) SOUTH OF LA CRESCENT, 1.45 MI (2.33 KM) SOUTH OF THE
 ON1296'JUNCTION OF TRUNK HIGHWAY 61 AND TRUNK HIGHWAY 16, AT TRUNK HIGHWAY 16
 ON1296'MILE POINT 286.85, 46.5 FT (14.2 M) EAST OF TRUNK HIGHWAY 16, 27.2 FT
 ON1296'(8.3 M) NORTH OF A STEEL POST, 14.8 FT (4.5 M) NORTHEAST OF A STEEL
 ON1296'POST, 1.6 FT (0.5 M) EAST OF A POWER POLE NUMBER 9905CC24, 1.3 FT (0.4
 ON1296'M) WEST OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DJ3714 ***********************************************************************
 DJ3714  DESIGNATION -  2801 ZZ
 DJ3714  PID         -  DJ3714
 DJ3714  STATE/COUNTY-  MN/HOUSTON
 DJ3714  COUNTRY     -  US
 DJ3714  USGS QUAD   -  HOUSTON (2019)
 DJ3714
 DJ3714                         *CURRENT SURVEY CONTROL
 DJ3714  ______________________________________________________________________
 DJ3714* NAD 83(1986) POSITION- 43 45 49.1    (N) 091 32 58.7    (W)   HD_HELD2
 DJ3714* NAVD 88 ORTHO HEIGHT -   207.558 (meters)      680.96  (feet) ADJUSTED
 DJ3714  ______________________________________________________________________
 DJ3714  GEOID HEIGHT    -        -30.759 (meters)                     GEOID18
 DJ3714  DYNAMIC HEIGHT  -        207.522 (meters)      680.85  (feet) COMP
 DJ3714  MODELED GRAVITY -    980,443.1   (mgal)                       NAVD 88
 DJ3714
 DJ3714  VERT ORDER      -  SECOND    CLASS I
 DJ3714
 DJ3714.The horizontal coordinates were established by autonomous hand held GPS
 DJ3714.observations and have an estimated accuracy of +/- 10 meters.
 DJ3714
 DJ3714.The orthometric height was determined by differential leveling and
 DJ3714.adjusted by the NATIONAL GEODETIC SURVEY
 DJ3714.in May 2019.
 DJ3714
 DJ3714.Significant digits in the geoid height do not necessarily reflect accuracy.
 DJ3714.GEOID18 height accuracy estimate available here.
 DJ3714
 DJ3714.Click photographs - Photos may exist for this station.
 DJ3714
 DJ3714.The dynamic height is computed by dividing the NAVD 88
 DJ3714.geopotential number by the normal gravity value computed on the
 DJ3714.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ3714.degrees latitude (g = 980.6199 gals.).
 DJ3714
 DJ3714.The modeled gravity was interpolated from observed gravity values.
 DJ3714
 DJ3714;                    North         East    Units  Estimated Accuracy
 DJ3714;SPC MN S     -   187,808.      997,284.      MT  (+/- 10 meters HH2 GPS)
 DJ3714
 DJ3714_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXJ1674246643(NAD 83)
 DJ3714
 DJ3714                          SUPERSEDED SURVEY CONTROL
 DJ3714
 DJ3714  NAVD 88 (05/05/08)  207.548  (m)          680.93   (f) SUPERSEDED  2 1
 DJ3714
 DJ3714.Superseded values are not recommended for survey control.
 DJ3714
 DJ3714.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ3714.See file dsdata.pdf to determine how the superseded data were derived.
 DJ3714
 DJ3714_MARKER: DB = BENCH MARK DISK
 DJ3714_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 DJ3714_SP_SET: BOX CULVERT
 DJ3714_STAMPING: 2801 ZZ 2005
 DJ3714_MARK LOGO: MNHD
 DJ3714_MAGNETIC: N = NO MAGNETIC MATERIAL
 DJ3714_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DJ3714+STABILITY: SURFACE MOTION
 DJ3714_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DJ3714+SATELLITE: SATELLITE OBSERVATIONS - November 29, 2016
 DJ3714
 DJ3714  HISTORY     - Date     Condition        Report By
 DJ3714  HISTORY     - 1986     MONUMENTED       MNDT
 DJ3714  HISTORY     - 20051115 GOOD             MNDT
 DJ3714  HISTORY     - 20161129 GOOD             MNDT
 DJ3714
 DJ3714                          STATION DESCRIPTION
 DJ3714
 DJ3714'DESCRIBED BY MN DEPT OF TRANSP 2005 (MPP)
 DJ3714'THE MARK WAS RECOVERED IN GOOD CONDITION.  THE MARK IS 1.0 MILE (1.6
 DJ3714'KM) EAST OF HOUSTON, IN HEAD WALL BOX CULVERT IN SOUTHEAST CORNER OF
 DJ3714'TRUNK HIGHWAY 16 CULVERT NUMBER 95111 OVER CREEK, 0.15 MILES (0.24 KM)
 DJ3714'EAST ALONG TRUNK HIGHWAY 16 FROM THE JUNCTION OF TRUNK HIGHWAY 16 AND
 DJ3714'TRUNK HIGHWAY 76 SOUTH (WHICH IS 1.0 MILES (1.6 KM) EAST OF HOUSTON),
 DJ3714'28.6 FEET (8.7 M) SOUTH-SOUTHEAST OF TRUNK HIGHWAY 16.  DISK SET IN
 DJ3714'BRIDGE WHEN BUILT IN 1986 THEN STAMPED WHEN USED IN 2005.  ROD DEPTH
 DJ3714'UNKNOWN.
 DJ3714
 DJ3714                          STATION RECOVERY (2016)
 DJ3714
 DJ3714'RECOVERY NOTE BY MN DEPT OF TRANSP 2016 (DAS)
 DJ3714'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DK6891 ***********************************************************************
 DK6891  DESIGNATION -  2802 A
 DK6891  PID         -  DK6891
 DK6891  STATE/COUNTY-  MN/HOUSTON
 DK6891  COUNTRY     -  US
 DK6891  USGS QUAD   -  RENO (2019)
 DK6891
 DK6891                         *CURRENT SURVEY CONTROL
 DK6891  ______________________________________________________________________
 DK6891* NAD 83(1986) POSITION- 43 33 57.1    (N) 091 16 48.5    (W)   HD_HELD2
 DK6891* NAVD 88 ORTHO HEIGHT -   195.061 (meters)      639.96  (feet) ADJUSTED
 DK6891  ______________________________________________________________________
 DK6891  GEOID HEIGHT    -        -31.413 (meters)                     GEOID18
 DK6891  DYNAMIC HEIGHT  -        195.025 (meters)      639.84  (feet) COMP
 DK6891  MODELED GRAVITY -    980,426.7   (mgal)                       NAVD 88
 DK6891
 DK6891  VERT ORDER      -  SECOND    CLASS I
 DK6891
 DK6891.The horizontal coordinates were established by autonomous hand held GPS
 DK6891.observations and have an estimated accuracy of +/- 10 meters.
 DK6891
 DK6891.The orthometric height was determined by differential leveling and
 DK6891.adjusted by the NATIONAL GEODETIC SURVEY
 DK6891.in December 2008.
 DK6891
 DK6891.Significant digits in the geoid height do not necessarily reflect accuracy.
 DK6891.GEOID18 height accuracy estimate available here.
 DK6891
 DK6891.Click photographs - Photos may exist for this station.
 DK6891
 DK6891.The dynamic height is computed by dividing the NAVD 88
 DK6891.geopotential number by the normal gravity value computed on the
 DK6891.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK6891.degrees latitude (g = 980.6199 gals.).
 DK6891
 DK6891.The modeled gravity was interpolated from observed gravity values.
 DK6891
 DK6891;                    North         East    Units  Estimated Accuracy
 DK6891;SPC MN S     -   166,531.    1,019,705.      MT  (+/- 10 meters HH2 GPS)
 DK6891
 DK6891_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXJ3889025092(NAD 83)
 DK6891
 DK6891                          SUPERSEDED SURVEY CONTROL
 DK6891
 DK6891.No superseded survey control is available for this station.
 DK6891
 DK6891_MARKER: DB = BENCH MARK DISK
 DK6891_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DK6891_SP_SET: BRIDGE HEADWALL
 DK6891_STAMPING: 2802 A 1947
 DK6891_MARK LOGO: MNHD
 DK6891_MAGNETIC: N = NO MAGNETIC MATERIAL
 DK6891_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DK6891_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DK6891+SATELLITE: SATELLITE OBSERVATIONS - February 14, 2007
 DK6891
 DK6891  HISTORY     - Date     Condition        Report By
 DK6891  HISTORY     - 1947     MONUMENTED       MNHD
 DK6891  HISTORY     - 20070214 GOOD             MNDT
 DK6891
 DK6891                          STATION DESCRIPTION
 DK6891
 DK6891'DESCRIBED BY MN DEPT OF TRANSP 2007 (JLM)
 DK6891'2.6 MI (4.2 KM) SOUTH OF RENO, IN HEADWALL AT THE NORTHWEST CORNER OF
 DK6891'TRUNK HIGHWAY 26 BRIDGE NUMBER 5873 (DOUBLE BOX CULVERT), 15 FT (4.6
 DK6891'M) WEST OF EDGE OF PAVEMENT OF TRUNK HIGHWAY 26, AT TRUNK HIGHWAY 26
 DK6891'MILE POINT 4.6 (STATION 240+20), OPPOSITE RAILROAD BRIDGE, 100 FT
 DK6891'(30.5 M) SOUTH OF MAUSS DRIVE, 700 FT (213.4 M) EAST OF CENTER OF
 DK6891'SECTION 11.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DK6825 ***********************************************************************
 DK6825  DESIGNATION -  2802 AB
 DK6825  PID         -  DK6825
 DK6825  STATE/COUNTY-  MN/HOUSTON
 DK6825  COUNTRY     -  US
 DK6825  USGS QUAD   -  BROWNSVILLE (2019)
 DK6825
 DK6825                         *CURRENT SURVEY CONTROL
 DK6825  ______________________________________________________________________
 DK6825* NAD 83(1986) POSITION- 43 37 57.8    (N) 091 16 25.8    (W)   HD_HELD2
 DK6825* NAVD 88 ORTHO HEIGHT -   202.831 (meters)      665.45  (feet) ADJUSTED
 DK6825  ______________________________________________________________________
 DK6825  GEOID HEIGHT    -        -31.504 (meters)                     GEOID18
 DK6825  DYNAMIC HEIGHT  -        202.791 (meters)      665.32  (feet) COMP
 DK6825  MODELED GRAVITY -    980,421.9   (mgal)                       NAVD 88
 DK6825
 DK6825  VERT ORDER      -  SECOND    CLASS I
 DK6825
 DK6825.The horizontal coordinates were established by autonomous hand held GPS
 DK6825.observations and have an estimated accuracy of +/- 10 meters.
 DK6825
 DK6825.The orthometric height was determined by differential leveling and
 DK6825.adjusted by the NATIONAL GEODETIC SURVEY
 DK6825.in December 2008.
 DK6825
 DK6825.Significant digits in the geoid height do not necessarily reflect accuracy.
 DK6825.GEOID18 height accuracy estimate available here.
 DK6825
 DK6825.Click photographs - Photos may exist for this station.
 DK6825
 DK6825.The dynamic height is computed by dividing the NAVD 88
 DK6825.geopotential number by the normal gravity value computed on the
 DK6825.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK6825.degrees latitude (g = 980.6199 gals.).
 DK6825
 DK6825.The modeled gravity was interpolated from observed gravity values.
 DK6825
 DK6825;                    North         East    Units  Estimated Accuracy
 DK6825;SPC MN S     -   173,973.    1,019,967.      MT  (+/- 10 meters HH2 GPS)
 DK6825
 DK6825_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXJ3924532529(NAD 83)
 DK6825
 DK6825                          SUPERSEDED SURVEY CONTROL
 DK6825
 DK6825.No superseded survey control is available for this station.
 DK6825
 DK6825_MARKER: DD = SURVEY DISK
 DK6825_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DK6825_STAMPING: 2802 AB 2006
 DK6825_MARK LOGO: MNDT
 DK6825_PROJECTION: RECESSED 15 CENTIMETERS
 DK6825_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DK6825_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DK6825_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DK6825+SATELLITE: SATELLITE OBSERVATIONS - September 17, 2024
 DK6825_ROD/PIPE-DEPTH: 4.6 meters
 DK6825
 DK6825  HISTORY     - Date     Condition        Report By
 DK6825  HISTORY     - 20060724 MONUMENTED       MNDT
 DK6825  HISTORY     - 20110705 GOOD             GEOCAC
 DK6825  HISTORY     - 20240917 GOOD             MNDT
 DK6825
 DK6825                          STATION DESCRIPTION
 DK6825
 DK6825'DESCRIBED BY MN DEPT OF TRANSP 2006
 DK6825'2.0 MI (3.2 KM) NORTH OF RENO, 2.25 MI (3.6 KM) NORTH ALONG TRUNK
 DK6825'HIGHWAY 26 FROM THE JUNCTION OF TRUNK HIGHWAY 26 AND HILLSIDE ROAD IN
 DK6825'RENO, AT TRUNK HIGHWAY 26 MILE POINT 9.55, 53.7 FT (16.4 M)
 DK6825'EAST-NORTHEAST OF TRUNK HIGHWAY 26, 6.6 FT (2.0 M) SOUTHEAST OF THE
 DK6825'SOUTHEAST CORNER OF DEPARTMENT OF NATURAL RESOURCES INFORMATION SIGN,
 DK6825'1.0 FT (0.3 M) WEST OF A WITNESS POST.
 DK6825
 DK6825                          STATION RECOVERY (2011)
 DK6825
 DK6825'RECOVERY NOTE BY GEOCACHING 2011 (PR)
 DK6825'RECOVERED IN GOOD CONDITION.
 DK6825
 DK6825                          STATION RECOVERY (2024)
 DK6825
 DK6825'RECOVERY NOTE BY MN DEPT OF TRANSP 2024 (KMS)
 DK6825'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DK6898 ***********************************************************************
 DK6898  DESIGNATION -  2802 AC
 DK6898  PID         -  DK6898
 DK6898  STATE/COUNTY-  MN/HOUSTON
 DK6898  COUNTRY     -  US
 DK6898  USGS QUAD   -  BROWNSVILLE (2019)
 DK6898
 DK6898                         *CURRENT SURVEY CONTROL
 DK6898  ______________________________________________________________________
 DK6898* NAD 83(1986) POSITION- 43 38 40.8    (N) 091 16 32.5    (W)   HD_HELD2
 DK6898* NAVD 88 ORTHO HEIGHT -   204.666 (meters)      671.48  (feet) ADJUSTED
 DK6898  ______________________________________________________________________
 DK6898  GEOID HEIGHT    -        -31.508 (meters)                     GEOID18
 DK6898  DYNAMIC HEIGHT  -        204.626 (meters)      671.34  (feet) COMP
 DK6898  MODELED GRAVITY -    980,422.0   (mgal)                       NAVD 88
 DK6898
 DK6898  VERT ORDER      -  SECOND    CLASS I
 DK6898
 DK6898.The horizontal coordinates were established by autonomous hand held GPS
 DK6898.observations and have an estimated accuracy of +/- 10 meters.
 DK6898
 DK6898.The orthometric height was determined by differential leveling and
 DK6898.adjusted by the NATIONAL GEODETIC SURVEY
 DK6898.in December 2008.
 DK6898
 DK6898.Significant digits in the geoid height do not necessarily reflect accuracy.
 DK6898.GEOID18 height accuracy estimate available here.
 DK6898
 DK6898.Click photographs - Photos may exist for this station.
 DK6898
 DK6898.The dynamic height is computed by dividing the NAVD 88
 DK6898.geopotential number by the normal gravity value computed on the
 DK6898.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK6898.degrees latitude (g = 980.6199 gals.).
 DK6898
 DK6898.The modeled gravity was interpolated from observed gravity values.
 DK6898
 DK6898;                    North         East    Units  Estimated Accuracy
 DK6898;SPC MN S     -   175,294.    1,019,773.      MT  (+/- 10 meters HH2 GPS)
 DK6898
 DK6898_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXJ3906833852(NAD 83)
 DK6898
 DK6898                          SUPERSEDED SURVEY CONTROL
 DK6898
 DK6898.No superseded survey control is available for this station.
 DK6898
 DK6898_MARKER: DD = SURVEY DISK
 DK6898_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 DK6898+WITH SETTING: INFORMATION.
 DK6898_STAMPING: 2802 AC 2006
 DK6898_MARK LOGO: MNDT
 DK6898_PROJECTION: FLUSH
 DK6898_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DK6898_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DK6898_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DK6898+SATELLITE: SATELLITE OBSERVATIONS - September 17, 2024
 DK6898_ROD/PIPE-DEPTH: 2.7 meters
 DK6898
 DK6898  HISTORY     - Date     Condition        Report By
 DK6898  HISTORY     - 20060724 MONUMENTED       MNDT
 DK6898  HISTORY     - 20240917 GOOD             MNDT
 DK6898
 DK6898                          STATION DESCRIPTION
 DK6898
 DK6898'DESCRIBED BY MN DEPT OF TRANSP 2006
 DK6898'3.5 MI (5.6 KM) SOUTH OF BROWNSVILLE, 3.60 MI (5.8 KM) SOUTH ALONG
 DK6898'TRUNK HIGHWAY 26 FROM THE JUNCTION OF TRUNK HIGHWAY 26 AND COUNTY ROAD
 DK6898'3 IN BROWNSVILLE, AT TRUNK HIGHWAY 26 MILE POINT 10.40,
 DK6898'59.8 FT (18.2 M) NORTHEAST OF TRUNK HIGHWAY 26, 1.0 MI (1.6 KM) WEST
 DK6898'OF A WITNESS POST.  NOTE-ROD WAS DRIVEN TO REFUSAL.
 DK6898
 DK6898                          STATION RECOVERY (2024)
 DK6898
 DK6898'RECOVERY NOTE BY MN DEPT OF TRANSP 2024 (KMS)
 DK6898'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DK6824 ***********************************************************************
 DK6824  DESIGNATION -  2802 AD
 DK6824  PID         -  DK6824
 DK6824  STATE/COUNTY-  MN/HOUSTON
 DK6824  COUNTRY     -  US
 DK6824  USGS QUAD   -  BROWNSVILLE (2019)
 DK6824
 DK6824                         *CURRENT SURVEY CONTROL
 DK6824  ______________________________________________________________________
 DK6824* NAD 83(1986) POSITION- 43 39 33.9    (N) 091 16 31.4    (W)   HD_HELD2
 DK6824* NAVD 88 ORTHO HEIGHT -   203.855 (meters)      668.81  (feet) ADJUSTED
 DK6824  ______________________________________________________________________
 DK6824  GEOID HEIGHT    -        -31.522 (meters)                     GEOID18
 DK6824  DYNAMIC HEIGHT  -        203.816 (meters)      668.69  (feet) COMP
 DK6824  MODELED GRAVITY -    980,423.0   (mgal)                       NAVD 88
 DK6824
 DK6824  VERT ORDER      -  SECOND    CLASS I
 DK6824
 DK6824.The horizontal coordinates were established by autonomous hand held GPS
 DK6824.observations and have an estimated accuracy of +/- 10 meters.
 DK6824
 DK6824.The orthometric height was determined by differential leveling and
 DK6824.adjusted by the NATIONAL GEODETIC SURVEY
 DK6824.in December 2008.
 DK6824
 DK6824.Significant digits in the geoid height do not necessarily reflect accuracy.
 DK6824.GEOID18 height accuracy estimate available here.
 DK6824
 DK6824.Click photographs - Photos may exist for this station.
 DK6824
 DK6824.The dynamic height is computed by dividing the NAVD 88
 DK6824.geopotential number by the normal gravity value computed on the
 DK6824.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK6824.degrees latitude (g = 980.6199 gals.).
 DK6824
 DK6824.The modeled gravity was interpolated from observed gravity values.
 DK6824
 DK6824;                    North         East    Units  Estimated Accuracy
 DK6824;SPC MN S     -   176,933.    1,019,743.      MT  (+/- 10 meters HH2 GPS)
 DK6824
 DK6824_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXJ3905835491(NAD 83)
 DK6824
 DK6824                          SUPERSEDED SURVEY CONTROL
 DK6824
 DK6824.No superseded survey control is available for this station.
 DK6824
 DK6824_MARKER: DD = SURVEY DISK
 DK6824_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DK6824_STAMPING: 2802 AD 2006
 DK6824_MARK LOGO: MNDT
 DK6824_PROJECTION: RECESSED 20 CENTIMETERS
 DK6824_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DK6824_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DK6824_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DK6824+SATELLITE: SATELLITE OBSERVATIONS - September 17, 2024
 DK6824_ROD/PIPE-DEPTH: 4.6 meters
 DK6824
 DK6824  HISTORY     - Date     Condition        Report By
 DK6824  HISTORY     - 20060724 MONUMENTED       MNDT
 DK6824  HISTORY     - 20240917 GOOD             MNDT
 DK6824
 DK6824                          STATION DESCRIPTION
 DK6824
 DK6824'DESCRIBED BY MN DEPT OF TRANSP 2006
 DK6824'2.5 MI (4.0 KM) SOUTH OF BROWNSVILLE, 2.60 MI (4.2 KM) SOUTH ALONG
 DK6824'TRUNK HIGHWAY 26 FROM THE JUNCTION OF TRUNK HIGHWAY 26 AND COUNTY ROAD
 DK6824'3 IN BROWNSVILLE, AT TRUNK HIGHWAY 26 MILE POINT 11.50, 78.1 FT (23.8
 DK6824'M) SOUTHWEST OF DRIVEWAY NUMBER 13004, 51 FT (15.5 M) WEST-SOUTHWEST
 DK6824'OF TRUNK HIGHWAY 26, 6 FT (1.8 M) SOUTHEAST OF DRIVEWAY, 2.0 FT (0.6
 DK6824'M) WEST OF A WITNESS POST.
 DK6824
 DK6824                          STATION RECOVERY (2024)
 DK6824
 DK6824'RECOVERY NOTE BY MN DEPT OF TRANSP 2024 (KMS)
 DK6824'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DK6890 ***********************************************************************
 DK6890  DESIGNATION -  2802 AE
 DK6890  PID         -  DK6890
 DK6890  STATE/COUNTY-  MN/HOUSTON
 DK6890  COUNTRY     -  US
 DK6890  USGS QUAD   -  BROWNSVILLE (2019)
 DK6890
 DK6890                         *CURRENT SURVEY CONTROL
 DK6890  ______________________________________________________________________
 DK6890* NAD 83(2011) POSITION- 43 40 37.32698(N) 091 16 40.62966(W)   ADJUSTED
 DK6890* NAD 83(2011) ELLIP HT-   172.167 (meters)        (06/27/12)   ADJUSTED
 DK6890* NAD 83(2011) EPOCH   -  2010.00
 DK6890* NAVD 88 ORTHO HEIGHT -   203.699 (meters)      668.30  (feet) ADJUSTED
 DK6890  ______________________________________________________________________
 DK6890  GEOID HEIGHT    -        -31.525 (meters)                     GEOID18
 DK6890  NAD 83(2011) X  -   -103,048.318 (meters)                     COMP
 DK6890  NAD 83(2011) Y  - -4,619,306.066 (meters)                     COMP
 DK6890  NAD 83(2011) Z  -  4,382,327.375 (meters)                     COMP
 DK6890  LAPLACE CORR    -        -10.21  (seconds)                    DEFLEC18
 DK6890  DYNAMIC HEIGHT  -        203.661 (meters)      668.18  (feet) COMP
 DK6890  MODELED GRAVITY -    980,427.0   (mgal)                       NAVD 88
 DK6890
 DK6890  VERT ORDER      -  SECOND    CLASS I
 DK6890
 DK6890  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DK6890  Standards:
 DK6890         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DK6890            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DK6890  -------------------------------------------------------------------
 DK6890  NETWORK    0.28   0.53           0.13   0.09   0.27      0.13571120
 DK6890  -------------------------------------------------------------------
 DK6890  Click here for local accuracies and other accuracy information.
 DK6890
 DK6890.The horizontal coordinates were established by GPS observations
 DK6890.and adjusted by the National Geodetic Survey in June 2012.
 DK6890
 DK6890.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DK6890.been affixed to the stable North American tectonic plate. See 
 DK6890.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DK6890
 DK6890.The horizontal coordinates are valid at the epoch date displayed above
 DK6890.which is a decimal equivalence of Year/Month/Day.
 DK6890
 DK6890.The orthometric height was determined by differential leveling and
 DK6890.adjusted by the NATIONAL GEODETIC SURVEY
 DK6890.in December 2008.
 DK6890
 DK6890.Significant digits in the geoid height do not necessarily reflect accuracy.
 DK6890.GEOID18 height accuracy estimate available here.
 DK6890
 DK6890.Click photographs - Photos may exist for this station.
 DK6890
 DK6890.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DK6890
 DK6890.The Laplace correction was computed from DEFLEC18 derived deflections.
 DK6890
 DK6890.The ellipsoidal height was determined by GPS observations
 DK6890.and is referenced to NAD 83.
 DK6890
 DK6890.The dynamic height is computed by dividing the NAVD 88
 DK6890.geopotential number by the normal gravity value computed on the
 DK6890.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK6890.degrees latitude (g = 980.6199 gals.).
 DK6890
 DK6890.The modeled gravity was interpolated from observed gravity values.
 DK6890
 DK6890. The following values were computed from the NAD 83(2011) position.
 DK6890
 DK6890;                    North         East     Units Scale Factor Converg.
 DK6890;SPC MN S     -   178,882.616 1,019,470.716   MT  1.00002473   +1 54 28.7
 DK6890;SPC MN S     -   586,884.05  3,344,713.51   sFT  1.00002473   +1 54 28.7
 DK6890;UTM  15      - 4,837,443.687   638,811.324   MT  0.99983701   +1 11 21.9
 DK6890
 DK6890!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DK6890!SPC MN S     -   0.99997300  x   1.00002473  =   0.99999773
 DK6890!UTM  15      -   0.99997300  x   0.99983701  =   0.99981002
 DK6890
 DK6890_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXJ3881137443(NAD 83)
 DK6890
 DK6890                          SUPERSEDED SURVEY CONTROL
 DK6890
 DK6890  NAD 83(2007)-  43 40 37.32735(N)    091 16 40.63058(W) AD(2002.00) 1
 DK6890  ELLIP H (09/09/09)  172.192  (m)                       GP(2002.00) 4 1
 DK6890  NAVD 88             203.70   (m)          668.3    (f) LEVELING    3  
 DK6890
 DK6890.Superseded values are not recommended for survey control.
 DK6890
 DK6890.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK6890.See file dsdata.pdf to determine how the superseded data were derived.
 DK6890
 DK6890_MARKER: DD = SURVEY DISK
 DK6890_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 DK6890+WITH SETTING: INFORMATION.
 DK6890_STAMPING: 2802 AE 2006
 DK6890_MARK LOGO: MNDT
 DK6890_PROJECTION: FLUSH
 DK6890_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DK6890_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DK6890_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DK6890+SATELLITE: SATELLITE OBSERVATIONS - September 18, 2024
 DK6890_ROD/PIPE-DEPTH: 2.4 meters
 DK6890
 DK6890  HISTORY     - Date     Condition        Report By
 DK6890  HISTORY     - 2006     MONUMENTED       MNDT
 DK6890  HISTORY     - 20080306 GOOD             MNDT
 DK6890  HISTORY     - 20120119 GOOD             AE
 DK6890  HISTORY     - 20201215 GOOD             MNDT
 DK6890  HISTORY     - 20240918 GOOD             MNDT
 DK6890
 DK6890                          STATION DESCRIPTION
 DK6890
 DK6890'DESCRIBED BY MN DEPT OF TRANSP 2006
 DK6890'1.5 MI (2.4 KM) SOUTH OF BROWNSVILLE, 1.35 MI (2.2 KM) SOUTH ALONG
 DK6890'TRUNK HIGHWAY 26 FROM THE JUNCTION OF TRUNK HIGHWAY 26 AND COUNTY ROAD
 DK6890'3 IN BROWNSVILLE, AT TRUNK HIGHWAY 26 MILE POINT 12.75,
 DK6890'95.0 FT (29.0 M) NORTHWEST OF BULLHEAD BAY LANE, 23.3 FT (7.1 M) EAST
 DK6890'OF TRUNK HIGHWAY 26.
 DK6890
 DK6890                          STATION RECOVERY (2008)
 DK6890
 DK6890'RECOVERY NOTE BY MN DEPT OF TRANSP 2008 (TNP)
 DK6890'THE MARK WAS RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.
 DK6890'THE MARK IS 1.5 MILES SOUTH OF BROWNSVILLE, 1.35 MILES SOUTH ALONG
 DK6890'TRUNK HIGHWAY 26 FROM THE JUNCTION OF TRUNK HIGHWAY 26 AND COUNTY ROAD
 DK6890'3 IN BROWNSVILLE, AT TRUNK HIGHWAY 26 MILEPOINT 12.75, 95.0 FEET
 DK6890'NORTHWEST OF BULLHEAD BAY LANE, 23.3 FEET EAST OF TRUNK HIGHWAY 26.
 DK6890
 DK6890                          STATION RECOVERY (2012)
 DK6890
 DK6890'RECOVERY NOTE BY ANDERSON ENGINEERING OF MINNESOTA 2012 (TS)
 DK6890'RECOVERED AS DESCRIBED
 DK6890
 DK6890                          STATION RECOVERY (2020)
 DK6890
 DK6890'RECOVERY NOTE BY MN DEPT OF TRANSP 2020 (KMS)
 DK6890'1.5 MI (2.4 KM) SOUTH OF BROWNSVILLE, 1.35 MI (2.17 KM) SOUTH ALONG
 DK6890'TRUNK HIGHWAY 26 FROM THE JUNCTION OF TRUNK HIGHWAY 26 AND COUNTY ROAD
 DK6890'3 IN BROWNSVILLE, AT TRUNK HIGHWAY 26 MILE POINT 12.75, 95.0 FT (29.0
 DK6890'M) NORTHWEST OF BULLHEAD BAY LANE, 23.3 FT (7.1 M) EAST OF TRUNK
 DK6890'HIGHWAY 26, 1.0 FT (0.3 M) WEST OF A WITNESS POST.
 DK6890
 DK6890                          STATION RECOVERY (2024)
 DK6890
 DK6890'RECOVERY NOTE BY MN DEPT OF TRANSP 2024 (KMS)
 DK6890'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DK6817 ***********************************************************************
 DK6817  DESIGNATION -  2802 AF 1
 DK6817  PID         -  DK6817
 DK6817  STATE/COUNTY-  MN/HOUSTON
 DK6817  COUNTRY     -  US
 DK6817  USGS QUAD   -  BROWNSVILLE (2019)
 DK6817
 DK6817                         *CURRENT SURVEY CONTROL
 DK6817  ______________________________________________________________________
 DK6817* NAD 83(1986) POSITION- 43 41 18.9    (N) 091 17 35.4    (W)   HD_HELD2
 DK6817* NAVD 88 ORTHO HEIGHT -   199.908 (meters)      655.86  (feet) ADJUSTED
 DK6817  ______________________________________________________________________
 DK6817  GEOID HEIGHT    -        -31.473 (meters)                     GEOID18
 DK6817  DYNAMIC HEIGHT  -        199.871 (meters)      655.74  (feet) COMP
 DK6817  MODELED GRAVITY -    980,429.3   (mgal)                       NAVD 88
 DK6817
 DK6817  VERT ORDER      -  SECOND    CLASS I
 DK6817
 DK6817.The horizontal coordinates were established by autonomous hand held GPS
 DK6817.observations and have an estimated accuracy of +/- 10 meters.
 DK6817
 DK6817.The orthometric height was determined by differential leveling and
 DK6817.adjusted by the NATIONAL GEODETIC SURVEY
 DK6817.in December 2008.
 DK6817
 DK6817.Significant digits in the geoid height do not necessarily reflect accuracy.
 DK6817.GEOID18 height accuracy estimate available here.
 DK6817
 DK6817.Click photographs - Photos may exist for this station.
 DK6817
 DK6817.The dynamic height is computed by dividing the NAVD 88
 DK6817.geopotential number by the normal gravity value computed on the
 DK6817.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK6817.degrees latitude (g = 980.6199 gals.).
 DK6817
 DK6817.The modeled gravity was interpolated from observed gravity values.
 DK6817
 DK6817;                    North         East    Units  Estimated Accuracy
 DK6817;SPC MN S     -   180,124.    1,018,202.      MT  (+/- 10 meters HH2 GPS)
 DK6817
 DK6817_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXJ3755838700(NAD 83)
 DK6817
 DK6817                          SUPERSEDED SURVEY CONTROL
 DK6817
 DK6817.No superseded survey control is available for this station.
 DK6817
 DK6817_MARKER: DB = BENCH MARK DISK
 DK6817_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DK6817_SP_SET: BRIDGE ABUTMENT
 DK6817_STAMPING: 2802 AF 1 2006
 DK6817_MARK LOGO: MNHD
 DK6817_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DK6817_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DK6817_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DK6817+SATELLITE: SATELLITE OBSERVATIONS - September 18, 2024
 DK6817
 DK6817  HISTORY     - Date     Condition        Report By
 DK6817  HISTORY     - 20060724 MONUMENTED       MNDT
 DK6817  HISTORY     - 20240918 GOOD             MNDT
 DK6817
 DK6817                          STATION DESCRIPTION
 DK6817
 DK6817'DESCRIBED BY MN DEPT OF TRANSP 2006
 DK6817'1.0 MI (1.6 KM) SOUTHWEST OF BROWNSVILLE, IN SOUTHEAST CORNER OF
 DK6817'COUNTY ROAD 3 BRIDGE NUMBER 28503 OVER WILDCAT CREEK, 1.20 MI (1.9 KM)
 DK6817'WEST-SOUTHWEST ALONG COUNTY ROAD 3 FROM THE JUNCTION OF COUNTY ROAD 3
 DK6817'AND TRUNK HIGHWAY 26 IN BROWNSVILLE, 17.0 FT (5.2 M) SOUTHEAST OF
 DK6817'COUNTY ROAD 3.
 DK6817
 DK6817                          STATION RECOVERY (2024)
 DK6817
 DK6817'RECOVERY NOTE BY MN DEPT OF TRANSP 2024 (RMJ)
 DK6817'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DK6896 ***********************************************************************
 DK6896  DESIGNATION -  2802 AH
 DK6896  PID         -  DK6896
 DK6896  STATE/COUNTY-  MN/HOUSTON
 DK6896  COUNTRY     -  US
 DK6896  USGS QUAD   -  BROWNSVILLE (2019)
 DK6896
 DK6896                         *CURRENT SURVEY CONTROL
 DK6896  ______________________________________________________________________
 DK6896* NAD 83(2011) POSITION- 43 42 59.49763(N) 091 16 21.98665(W)   ADJUSTED
 DK6896* NAD 83(2011) ELLIP HT-   169.772 (meters)        (06/27/12)   ADJUSTED
 DK6896* NAD 83(2011) EPOCH   -  2010.00
 DK6896* NAVD 88 ORTHO HEIGHT -   201.343 (meters)      660.57  (feet) ADJUSTED
 DK6896  ______________________________________________________________________
 DK6896  GEOID HEIGHT    -        -31.574 (meters)                     GEOID18
 DK6896  NAD 83(2011) X  -   -102,563.435 (meters)                     COMP
 DK6896  NAD 83(2011) Y  - -4,616,283.025 (meters)                     COMP
 DK6896  NAD 83(2011) Z  -  4,385,498.206 (meters)                     COMP
 DK6896  LAPLACE CORR    -        -10.90  (seconds)                    DEFLEC18
 DK6896  DYNAMIC HEIGHT  -        201.307 (meters)      660.45  (feet) COMP
 DK6896  MODELED GRAVITY -    980,432.3   (mgal)                       NAVD 88
 DK6896
 DK6896  VERT ORDER      -  SECOND    CLASS I
 DK6896
 DK6896  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DK6896  Standards:
 DK6896         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DK6896            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DK6896  -------------------------------------------------------------------
 DK6896  NETWORK    0.29   0.49           0.13   0.10   0.25      0.12923857
 DK6896  -------------------------------------------------------------------
 DK6896  Click here for local accuracies and other accuracy information.
 DK6896
 DK6896.The horizontal coordinates were established by GPS observations
 DK6896.and adjusted by the National Geodetic Survey in June 2012.
 DK6896
 DK6896.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DK6896.been affixed to the stable North American tectonic plate. See 
 DK6896.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DK6896
 DK6896.The horizontal coordinates are valid at the epoch date displayed above
 DK6896.which is a decimal equivalence of Year/Month/Day.
 DK6896
 DK6896.The orthometric height was determined by differential leveling and
 DK6896.adjusted by the NATIONAL GEODETIC SURVEY
 DK6896.in December 2008.
 DK6896
 DK6896.Significant digits in the geoid height do not necessarily reflect accuracy.
 DK6896.GEOID18 height accuracy estimate available here.
 DK6896
 DK6896.Click photographs - Photos may exist for this station.
 DK6896
 DK6896.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DK6896
 DK6896.The Laplace correction was computed from DEFLEC18 derived deflections.
 DK6896
 DK6896.The ellipsoidal height was determined by GPS observations
 DK6896.and is referenced to NAD 83.
 DK6896
 DK6896.The dynamic height is computed by dividing the NAVD 88
 DK6896.geopotential number by the normal gravity value computed on the
 DK6896.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK6896.degrees latitude (g = 980.6199 gals.).
 DK6896
 DK6896.The modeled gravity was interpolated from observed gravity values.
 DK6896
 DK6896. The following values were computed from the NAD 83(2011) position.
 DK6896
 DK6896;                    North         East     Units Scale Factor Converg.
 DK6896;SPC MN S     -   183,281.972 1,019,741.730   MT  1.00001514   +1 54 41.7
 DK6896;SPC MN S     -   601,317.60  3,345,602.66   sFT  1.00001514   +1 54 41.7
 DK6896;UTM  15      - 4,841,838.500   639,137.396   MT  0.99983812   +1 11 37.9
 DK6896
 DK6896!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DK6896!SPC MN S     -   0.99997338  x   1.00001514  =   0.99998852
 DK6896!UTM  15      -   0.99997338  x   0.99983812  =   0.99981150
 DK6896
 DK6896:                Primary Azimuth Mark                     Grid Az
 DK6896:SPC MN S     -  2802 AG                                  170 03 45.6
 DK6896:UTM  15      -  2802 AG                                  170 46 49.4
 DK6896
 DK6896_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXJ3913741838(NAD 83)
 DK6896
 DK6896|---------------------------------------------------------------------|
 DK6896| PID    Reference Object                     Distance      Geod. Az  |
 DK6896|                                                           dddmmss.s |
 DK6896| DK6897 2802 AG                             APPROX. 1.5 KM 1715827.3 |
 DK6896|---------------------------------------------------------------------|
 DK6896
 DK6896                          SUPERSEDED SURVEY CONTROL
 DK6896
 DK6896  NAD 83(2007)-  43 42 59.49810(N)    091 16 21.98763(W) AD(2002.00) 1
 DK6896  ELLIP H (09/09/09)  169.797  (m)                       GP(2002.00) 4 1
 DK6896  NAVD 88             201.34   (m)          660.6    (f) LEVELING    3  
 DK6896
 DK6896.Superseded values are not recommended for survey control.
 DK6896
 DK6896.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK6896.See file dsdata.pdf to determine how the superseded data were derived.
 DK6896
 DK6896_MARKER: DD = SURVEY DISK
 DK6896_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DK6896_STAMPING: 2802 AH 2006
 DK6896_MARK LOGO: MNDT
 DK6896_PROJECTION: FLUSH
 DK6896_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DK6896_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DK6896_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DK6896+SATELLITE: SATELLITE OBSERVATIONS - September 18, 2024
 DK6896_ROD/PIPE-DEPTH: 3.0 meters
 DK6896
 DK6896  HISTORY     - Date     Condition        Report By
 DK6896  HISTORY     - 2006     MONUMENTED       MNDT
 DK6896  HISTORY     - 20080306 GOOD             MNDT
 DK6896  HISTORY     - 20120119 GOOD             AE
 DK6896  HISTORY     - 20191003 GOOD             MNDT
 DK6896  HISTORY     - 20240918 GOOD             MNDT
 DK6896
 DK6896                          STATION DESCRIPTION
 DK6896
 DK6896'DESCRIBED BY MN DEPT OF TRANSP 2006
 DK6896'2.0 MI (3.2 KM) NORTH OF BROWNSVILLE, 1.60 MI (2.6 KM) NORTH ALONG
 DK6896'TRUNK HIGHWAY 26 FROM THE JUNCTION OF TRUNK HIGHWAY 26 AND COUNTY ROAD
 DK6896'3 IN BROWNSVILLE, AT TRUNK HIGHWAY 26 MILE POINT 15.65, 48.2 FT (14.7
 DK6896'M) EAST-NORTHEAST OF TRUNK HIGHWAY 26, 9.0 FT (2.7 M) EAST-NORTHEAST
 DK6896'OF LAWRENCE LAKE LANE, 2.0 FT (0.6 M) WEST OF A WITNESS POST.
 DK6896
 DK6896                          STATION RECOVERY (2008)
 DK6896
 DK6896'RECOVERY NOTE BY MN DEPT OF TRANSP 2008 (TNP)
 DK6896'THE MARK WAS RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.
 DK6896'THE MARK IS 2.0 MILES NORTH OF BROWNSVILLE, 1.6 MILES NORTH ALONG
 DK6896'TRUNK HIGHWAY 26 FROM THE JUNCTION OF TRUNK HIGHWAY 26 AND COUNTY ROAD
 DK6896'3 IN BROWNSVILLE, AT TRUNK HIGHWAY 26 MILEPOINT 15.65, 48.2 FEET
 DK6896'EAST-NORTHEAST OF TRUNK HIGHWAY 26, 9.0 FEET EAST-NORTHEAST OF
 DK6896'LAWRENCE LAKE LANE, 2.0 FEET WEST OF WITNESS POST.
 DK6896
 DK6896                          STATION RECOVERY (2012)
 DK6896
 DK6896'RECOVERY NOTE BY ANDERSON ENGINEERING OF MINNESOTA 2012 (TS)
 DK6896'RECOVERED AS DESCRIBED
 DK6896
 DK6896                          STATION RECOVERY (2019)
 DK6896
 DK6896'RECOVERY NOTE BY MN DEPT OF TRANSP 2019 (MPP)
 DK6896'2.0 MI (3.2 KM) NORTH OF BROWNSVILLE, 1.6 MI (2.6 KM) NORTH ALONG
 DK6896'TRUNK HIGHWAY 26 FROM THE JUNCTION OF TRUNK HIGHWAY 26 AND COUNTY ROAD
 DK6896'3 IN BROWNSVILLE, AT TRUNK HIGHWAY 26 MILE POINT 15.65, 48.2 FT (14.7
 DK6896'M) EAST-NORTHEAST OF TRUNK HIGHWAY 26, 9.0 FT (2.7 M) EAST-NORTHEAST
 DK6896'OF LAWRENCE LAKE LANE, 2.0 FT (0.6 M) WEST OF A WITNESS POST.
 DK6896
 DK6896                          STATION RECOVERY (2024)
 DK6896
 DK6896'RECOVERY NOTE BY MN DEPT OF TRANSP 2024 (KMS)
 DK6896'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DK6884 ***********************************************************************
 DK6884  DESIGNATION -  2802 AJ
 DK6884  PID         -  DK6884
 DK6884  STATE/COUNTY-  MN/HOUSTON
 DK6884  COUNTRY     -  US
 DK6884  USGS QUAD   -  BROWNSVILLE (2019)
 DK6884
 DK6884                         *CURRENT SURVEY CONTROL
 DK6884  ______________________________________________________________________
 DK6884* NAD 83(2011) POSITION- 43 44 21.69878(N) 091 16 29.54267(W)   ADJUSTED
 DK6884* NAD 83(2011) ELLIP HT-   169.784 (meters)        (06/27/12)   ADJUSTED
 DK6884* NAD 83(2011) EPOCH   -  2010.00
 DK6884* NAVD 88 ORTHO HEIGHT -   201.359 (meters)      660.63  (feet) ADJUSTED
 DK6884  ______________________________________________________________________
 DK6884  GEOID HEIGHT    -        -31.589 (meters)                     GEOID18
 DK6884  NAD 83(2011) X  -   -102,693.524 (meters)                     COMP
 DK6884  NAD 83(2011) Y  - -4,614,526.013 (meters)                     COMP
 DK6884  NAD 83(2011) Z  -  4,387,331.560 (meters)                     COMP
 DK6884  LAPLACE CORR    -        -10.79  (seconds)                    DEFLEC18
 DK6884  DYNAMIC HEIGHT  -        201.323 (meters)      660.51  (feet) COMP
 DK6884  MODELED GRAVITY -    980,434.1   (mgal)                       NAVD 88
 DK6884
 DK6884  VERT ORDER      -  SECOND    CLASS I
 DK6884
 DK6884  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DK6884  Standards:
 DK6884         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DK6884            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DK6884  -------------------------------------------------------------------
 DK6884  NETWORK    0.30   0.47           0.14   0.10   0.24      0.11783365
 DK6884  -------------------------------------------------------------------
 DK6884  Click here for local accuracies and other accuracy information.
 DK6884
 DK6884.The horizontal coordinates were established by GPS observations
 DK6884.and adjusted by the National Geodetic Survey in June 2012.
 DK6884
 DK6884.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DK6884.been affixed to the stable North American tectonic plate. See 
 DK6884.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DK6884
 DK6884.The horizontal coordinates are valid at the epoch date displayed above
 DK6884.which is a decimal equivalence of Year/Month/Day.
 DK6884
 DK6884.The orthometric height was determined by differential leveling and
 DK6884.adjusted by the NATIONAL GEODETIC SURVEY
 DK6884.in December 2008.
 DK6884
 DK6884.Significant digits in the geoid height do not necessarily reflect accuracy.
 DK6884.GEOID18 height accuracy estimate available here.
 DK6884
 DK6884.Click photographs - Photos may exist for this station.
 DK6884
 DK6884.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DK6884
 DK6884.The Laplace correction was computed from DEFLEC18 derived deflections.
 DK6884
 DK6884.The ellipsoidal height was determined by GPS observations
 DK6884.and is referenced to NAD 83.
 DK6884
 DK6884.The dynamic height is computed by dividing the NAVD 88
 DK6884.geopotential number by the normal gravity value computed on the
 DK6884.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK6884.degrees latitude (g = 980.6199 gals.).
 DK6884
 DK6884.The modeled gravity was interpolated from observed gravity values.
 DK6884
 DK6884. The following values were computed from the NAD 83(2011) position.
 DK6884
 DK6884;                    North         East     Units Scale Factor Converg.
 DK6884;SPC MN S     -   185,811.931 1,019,488.115   MT  1.00000982   +1 54 36.4
 DK6884;SPC MN S     -   609,617.98  3,344,770.59   sFT  1.00000982   +1 54 36.4
 DK6884;UTM  15      - 4,844,370.994   638,915.520   MT  0.99983736   +1 11 34.5
 DK6884
 DK6884!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DK6884!SPC MN S     -   0.99997338  x   1.00000982  =   0.99998320
 DK6884!UTM  15      -   0.99997338  x   0.99983736  =   0.99981074
 DK6884
 DK6884_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXJ3891544370(NAD 83)
 DK6884
 DK6884                          SUPERSEDED SURVEY CONTROL
 DK6884
 DK6884  NAD 83(2007)-  43 44 21.69930(N)    091 16 29.54368(W) AD(2002.00) 1
 DK6884  ELLIP H (09/09/09)  169.807  (m)                       GP(2002.00) 4 1
 DK6884  NAVD 88             201.36   (m)          660.6    (f) LEVELING    3  
 DK6884
 DK6884.Superseded values are not recommended for survey control.
 DK6884
 DK6884.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK6884.See file dsdata.pdf to determine how the superseded data were derived.
 DK6884
 DK6884_MARKER: DD = SURVEY DISK
 DK6884_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DK6884_STAMPING: 2802 AJ 2006
 DK6884_MARK LOGO: MNDT
 DK6884_PROJECTION: FLUSH
 DK6884_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DK6884_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DK6884_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DK6884+SATELLITE: SATELLITE OBSERVATIONS - September 18, 2024
 DK6884_ROD/PIPE-DEPTH: 3.0 meters
 DK6884
 DK6884  HISTORY     - Date     Condition        Report By
 DK6884  HISTORY     - 2006     MONUMENTED       MNDT
 DK6884  HISTORY     - 20080306 GOOD             MNDT
 DK6884  HISTORY     - 20201215 GOOD             MNDT
 DK6884  HISTORY     - 20240918 GOOD             MNDT
 DK6884
 DK6884                          STATION DESCRIPTION
 DK6884
 DK6884'DESCRIBED BY MN DEPT OF TRANSP 2006
 DK6884'3.50 MI (5.6 KM) NORTH OF BROWNSVILLE, 3.20 MI (5.1 KM) NORTH ALONG
 DK6884'TRUNK HIGHWAY 26 FROM THE JUNCTION OF TRUNK HIGHWAY 26 AND COUNTY ROAD
 DK6884'23 IN BROWNSVILLE, AT TRUNK HIGHWAY 26 MILE POINT 17.2, 38.0 FT (11.6
 DK6884'M) NORTHEAST OF TRUNK HIGHWAY 26, 1.0 FT (0.3 M) WEST OF A WITNESS
 DK6884'POST.
 DK6884
 DK6884                          STATION RECOVERY (2008)
 DK6884
 DK6884'RECOVERY NOTE BY MN DEPT OF TRANSP 2008 (TNP)
 DK6884'RECOVERED IN GOOD CONDITION.
 DK6884
 DK6884                          STATION RECOVERY (2020)
 DK6884
 DK6884'RECOVERY NOTE BY MN DEPT OF TRANSP 2020 (KMS)
 DK6884'RECOVERED IN GOOD CONDITION.
 DK6884
 DK6884                          STATION RECOVERY (2024)
 DK6884
 DK6884'RECOVERY NOTE BY MN DEPT OF TRANSP 2024 (KMS)
 DK6884'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DK6831 ***********************************************************************
 DK6831  DESIGNATION -  2802 D
 DK6831  PID         -  DK6831
 DK6831  STATE/COUNTY-  MN/HOUSTON
 DK6831  COUNTRY     -  US
 DK6831  USGS QUAD   -  RENO (2019)
 DK6831
 DK6831                         *CURRENT SURVEY CONTROL
 DK6831  ______________________________________________________________________
 DK6831* NAD 83(1986) POSITION- 43 32 23.4    (N) 091 16 54.5    (W)   HD_HELD2
 DK6831* NAVD 88 ORTHO HEIGHT -   193.645 (meters)      635.32  (feet) ADJUSTED
 DK6831  ______________________________________________________________________
 DK6831  GEOID HEIGHT    -        -31.388 (meters)                     GEOID18
 DK6831  DYNAMIC HEIGHT  -        193.608 (meters)      635.20  (feet) COMP
 DK6831  MODELED GRAVITY -    980,424.3   (mgal)                       NAVD 88
 DK6831
 DK6831  VERT ORDER      -  SECOND    CLASS I
 DK6831
 DK6831.The horizontal coordinates were established by autonomous hand held GPS
 DK6831.observations and have an estimated accuracy of +/- 10 meters.
 DK6831
 DK6831.The orthometric height was determined by differential leveling and
 DK6831.adjusted by the NATIONAL GEODETIC SURVEY
 DK6831.in December 2008.
 DK6831
 DK6831.Significant digits in the geoid height do not necessarily reflect accuracy.
 DK6831.GEOID18 height accuracy estimate available here.
 DK6831
 DK6831.Click photographs - Photos may exist for this station.
 DK6831
 DK6831.The dynamic height is computed by dividing the NAVD 88
 DK6831.geopotential number by the normal gravity value computed on the
 DK6831.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK6831.degrees latitude (g = 980.6199 gals.).
 DK6831
 DK6831.The modeled gravity was interpolated from observed gravity values.
 DK6831
 DK6831;                    North         East    Units  Estimated Accuracy
 DK6831;SPC MN S     -   163,636.    1,019,667.      MT  (+/- 10 meters HH2 GPS)
 DK6831
 DK6831_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXJ3881622199(NAD 83)
 DK6831
 DK6831                          SUPERSEDED SURVEY CONTROL
 DK6831
 DK6831.No superseded survey control is available for this station.
 DK6831
 DK6831_MARKER: DB = BENCH MARK DISK
 DK6831_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DK6831_SP_SET: BRIDGE ABUTMENT
 DK6831_STAMPING: 2802 D 1947
 DK6831_MARK LOGO: MNHD
 DK6831_MAGNETIC: N = NO MAGNETIC MATERIAL
 DK6831_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DK6831_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DK6831+SATELLITE: SATELLITE OBSERVATIONS - February 28, 2007
 DK6831
 DK6831  HISTORY     - Date     Condition        Report By
 DK6831  HISTORY     - 1947     MONUMENTED       MNHD
 DK6831  HISTORY     - 20070228 GOOD             MNDT
 DK6831
 DK6831                          STATION DESCRIPTION
 DK6831
 DK6831'DESCRIBED BY MN DEPT OF TRANSP 2007 (MPP)
 DK6831'1.7 MI (2.7 KM) NORTH OF JEFFERSON, IN SOUTHWEST CORNER OF SOUTH
 DK6831'ABUTMENT OF RAILROAD BRIDGE, AT TRUNK HIGHWAY 26 MILE POINT 2.80, 110
 DK6831'FT (33.5 M) EAST OF TRUNK HIGHWAY 26, 50 FT (15.2 M) NORTH OF RAILROAD
 DK6831'MILEPOST 139, 7 FT (2.1 M) WEST OF WEST RAIL OF RAILROAD TRACKS, 120
 DK6831'FT (36.6 M) NORTH OF MILLSTONE LANDING ENTRANCE ROAD.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 AC5050 ***********************************************************************
 AC5050  DESIGNATION -  2802 K
 AC5050  PID         -  AC5050
 AC5050  STATE/COUNTY-  MN/HOUSTON
 AC5050  COUNTRY     -  US
 AC5050  USGS QUAD   -  RENO (2019)
 AC5050
 AC5050                         *CURRENT SURVEY CONTROL
 AC5050  ______________________________________________________________________
 AC5050* NAD 83(2011) POSITION- 43 35 22.38836(N) 091 16 46.71845(W)   ADJUSTED
 AC5050* NAD 83(2011) ELLIP HT-   165.087 (meters)        (06/27/12)   ADJUSTED
 AC5050* NAD 83(2011) EPOCH   -  2010.00
 AC5050* NAVD 88 ORTHO HEIGHT -   196.526 (meters)      644.77  (feet) ADJUSTED
 AC5050  ______________________________________________________________________
 AC5050  GEOID HEIGHT    -        -31.439 (meters)                     GEOID18
 AC5050  NAD 83(2011) X  -   -103,334.349 (meters)                     COMP
 AC5050  NAD 83(2011) Y  - -4,626,003.456 (meters)                     COMP
 AC5050  NAD 83(2011) Z  -  4,375,287.394 (meters)                     COMP
 AC5050  LAPLACE CORR    -         -8.74  (seconds)                    DEFLEC18
 AC5050  DYNAMIC HEIGHT  -        196.489 (meters)      644.65  (feet) COMP
 AC5050  MODELED GRAVITY -    980,427.6   (mgal)                       NAVD 88
 AC5050
 AC5050  VERT ORDER      -  SECOND    CLASS I
 AC5050
 AC5050  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AC5050  Standards:
 AC5050         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AC5050            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AC5050  -------------------------------------------------------------------
 AC5050  NETWORK    0.34   0.51           0.16   0.11   0.26      0.05668235
 AC5050  -------------------------------------------------------------------
 AC5050  Click here for local accuracies and other accuracy information.
 AC5050
 AC5050.The horizontal coordinates were established by GPS observations
 AC5050.and adjusted by the National Geodetic Survey in June 2012.
 AC5050
 AC5050.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AC5050.been affixed to the stable North American tectonic plate. See 
 AC5050.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AC5050
 AC5050.The horizontal coordinates are valid at the epoch date displayed above
 AC5050.which is a decimal equivalence of Year/Month/Day.
 AC5050
 AC5050.The orthometric height was determined by differential leveling and
 AC5050.adjusted by the NATIONAL GEODETIC SURVEY
 AC5050.in December 2008.
 AC5050
 AC5050.Significant digits in the geoid height do not necessarily reflect accuracy.
 AC5050.GEOID18 height accuracy estimate available here.
 AC5050
 AC5050.Click photographs - Photos may exist for this station.
 AC5050
 AC5050.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AC5050
 AC5050.The Laplace correction was computed from DEFLEC18 derived deflections.
 AC5050
 AC5050.The ellipsoidal height was determined by GPS observations
 AC5050.and is referenced to NAD 83.
 AC5050
 AC5050.The dynamic height is computed by dividing the NAVD 88
 AC5050.geopotential number by the normal gravity value computed on the
 AC5050.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC5050.degrees latitude (g = 980.6199 gals.).
 AC5050
 AC5050.The modeled gravity was interpolated from observed gravity values.
 AC5050
 AC5050. The following values were computed from the NAD 83(2011) position.
 AC5050
 AC5050;                    North         East     Units Scale Factor Converg.
 AC5050;SPC MN S     -   169,163.308 1,019,657.821   MT  1.00004761   +1 54 24.4
 AC5050;SPC MN S     -   554,996.62  3,345,327.37   sFT  1.00004761   +1 54 24.4
 AC5050;UTM  15      - 4,827,724.729   638,876.357   MT  0.99983723   +1 11 10.9
 AC5050
 AC5050!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AC5050!SPC MN S     -   0.99997411  x   1.00004761  =   1.00002172
 AC5050!UTM  15      -   0.99997411  x   0.99983723  =   0.99981135
 AC5050
 AC5050_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXJ3887627724(NAD 83)
 AC5050
 AC5050                          SUPERSEDED SURVEY CONTROL
 AC5050
 AC5050  NAD 83(2007)-  43 35 22.38882(N)    091 16 46.71886(W) AD(2002.00) 0
 AC5050  ELLIP H (02/10/07)  165.111  (m)                       GP(2002.00)    
 AC5050  NAD 83(1996)-  43 35 22.38822(N)    091 16 46.71813(W) AD(       ) 1
 AC5050  ELLIP H (01/15/97)  165.173  (m)                       GP(       ) 4 2
 AC5050  NAVD 88             196.53   (m)          644.8    (f) LEVELING    3  
 AC5050  NAVD 88 (01/15/97)  196.5    (m)  GEOID96  model used  GPS OBS        
 AC5050
 AC5050.Superseded values are not recommended for survey control.
 AC5050
 AC5050.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC5050.See file dsdata.pdf to determine how the superseded data were derived.
 AC5050
 AC5050_MARKER: DB = BENCH MARK DISK
 AC5050_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AC5050_SP_SET: BRIDGE RAILING
 AC5050_STAMPING: 2802 K 1995
 AC5050_MARK LOGO: MNDT
 AC5050_MAGNETIC: N = NO MAGNETIC MATERIAL
 AC5050_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AC5050_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC5050+SATELLITE: SATELLITE OBSERVATIONS - February 28, 2008
 AC5050
 AC5050  HISTORY     - Date     Condition        Report By
 AC5050  HISTORY     - 1995     MONUMENTED       MNDT
 AC5050  HISTORY     - 19960315 GOOD             MN-055
 AC5050  HISTORY     - 20070214 GOOD             MNDT
 AC5050  HISTORY     - 20080228 GOOD             MNDT
 AC5050  HISTORY     - 20090726 GOOD             GEOCAC
 AC5050
 AC5050                          STATION DESCRIPTION
 AC5050
 AC5050'DESCRIBED BY HOUSTON COUNTY MINNESOTA 1996 (TAM)
 AC5050'THE MARK WAS RECOVERED IN GOOD CONDITION.  THE MARK IS LOCATED ABOUT 1
 AC5050'MI (1.6 KM) SOUTH OF THE TOWN OF RENO IN THE SE 1/4 OF SECTION 35,
 AC5050'T102N, R4W.  THE MARK IS AT THE JCT OF TH 26 AND CO RD 249, IN THE
 AC5050'SOUTH END OF THE EAST CONC RAILING OF TH 26 BRDG NO 5807 OVER THE
 AC5050'CROOKED CREEK.  RECOVERED AND DESCRIBED BY TAMMY A.  MAUSS, CHECKED BY
 AC5050'J.E.M.
 AC5050
 AC5050                          STATION RECOVERY (2007)
 AC5050
 AC5050'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (JLM)
 AC5050'0.9 MI (1.4 KM) SOUTH OF RENO, AT THE JUNCTION OF TRUNK HIGHWAY 26 AND
 AC5050'COUNTY ROAD 249, IN SOUTH END OF EAST CONCRETE RAILING OF TRUNK
 AC5050'HIGHWAY 26 BRIDGE 5807 OVER CROOKED CREEK, 17 FT (5.2 M) EAST OF TRUNK
 AC5050'HIGHWAY 26 STATION 330+.
 AC5050
 AC5050                          STATION RECOVERY (2008)
 AC5050
 AC5050'RECOVERY NOTE BY MN DEPT OF TRANSP 2008 (TAM)
 AC5050'THE MARK WAS RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.
 AC5050'THE MARK IS 0.9 MILE SOUTH OF RENO, AT JUNCTION OF TRUNK HIGHWAY 26
 AC5050'AND COUNTY ROAD 249, IN SOUTH END OF EAST CONCRETE RAILING OF TRUNK
 AC5050'HIGHWAY 26 BRIDGE 5807 OVER CROOKED CREEK, 17 FEET EAST OF TRUNK
 AC5050'HIGHWAY 26 STATION 330.
 AC5050
 AC5050                          STATION RECOVERY (2009)
 AC5050
 AC5050'RECOVERY NOTE BY GEOCACHING 2009 (WS)
 AC5050'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DK6815 ***********************************************************************
 DK6815  DESIGNATION -  2802 M
 DK6815  PID         -  DK6815
 DK6815  STATE/COUNTY-  MN/HOUSTON
 DK6815  COUNTRY     -  US
 DK6815  USGS QUAD   -  LA CRESCENT (2019)
 DK6815
 DK6815                         *CURRENT SURVEY CONTROL
 DK6815  ______________________________________________________________________
 DK6815* NAD 83(1986) POSITION- 43 46 17.8    (N) 091 17 44.4    (W)   HD_HELD2
 DK6815* NAVD 88 ORTHO HEIGHT -   197.475 (meters)      647.88  (feet) ADJUSTED
 DK6815  ______________________________________________________________________
 DK6815  GEOID HEIGHT    -        -31.554 (meters)                     GEOID18
 DK6815  DYNAMIC HEIGHT  -        197.440 (meters)      647.77  (feet) COMP
 DK6815  MODELED GRAVITY -    980,438.0   (mgal)                       NAVD 88
 DK6815
 DK6815  VERT ORDER      -  SECOND    CLASS I
 DK6815
 DK6815.The horizontal coordinates were established by autonomous hand held GPS
 DK6815.observations and have an estimated accuracy of +/- 10 meters.
 DK6815
 DK6815.The orthometric height was determined by differential leveling and
 DK6815.adjusted by the NATIONAL GEODETIC SURVEY
 DK6815.in December 2008.
 DK6815
 DK6815.Significant digits in the geoid height do not necessarily reflect accuracy.
 DK6815.GEOID18 height accuracy estimate available here.
 DK6815
 DK6815.Click photographs - Photos may exist for this station.
 DK6815
 DK6815.The dynamic height is computed by dividing the NAVD 88
 DK6815.geopotential number by the normal gravity value computed on the
 DK6815.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK6815.degrees latitude (g = 980.6199 gals.).
 DK6815
 DK6815.The modeled gravity was interpolated from observed gravity values.
 DK6815
 DK6815;                    North         East    Units  Estimated Accuracy
 DK6815;SPC MN S     -   189,338.    1,017,695.      MT  (+/- 10 meters HH2 GPS)
 DK6815
 DK6815_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXJ3716747918(NAD 83)
 DK6815
 DK6815                          SUPERSEDED SURVEY CONTROL
 DK6815
 DK6815.No superseded survey control is available for this station.
 DK6815
 DK6815_MARKER: DV = VERTICAL CONTROL DISK
 DK6815_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DK6815_SP_SET: BRIDGE RAILING
 DK6815_STAMPING: 2802 M 1998
 DK6815_MARK LOGO: MNDT
 DK6815_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DK6815_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DK6815_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DK6815+SATELLITE: SATELLITE OBSERVATIONS - January 22, 2007
 DK6815
 DK6815  HISTORY     - Date     Condition        Report By
 DK6815  HISTORY     - 1998     MONUMENTED       MNDT
 DK6815  HISTORY     - 20070122 GOOD             MNDT
 DK6815
 DK6815                          STATION DESCRIPTION
 DK6815
 DK6815'DESCRIBED BY MN DEPT OF TRANSP 2007 (JMS)
 DK6815'3 MI (4.8 KM) SOUTH OF LA CRESCENT, 1.5 MI (2.4 KM) SOUTH ON TRUNK
 DK6815'HIGHWAY 26 FROM THE JUNCTION OF TRUNK HIGHWAY 16 AND TRUNK HIGHWAY 26,
 DK6815'AT TRUNK HIGHWAY 26 MILE POINT 20.0, ON TOP OF BRIDGE RAIL AT
 DK6815'SOUTHEAST CORNER TRUNK HIGHWAY 26 BRIDGE OVER BACKWATER, CONSTRUCTION
 DK6815'ELEVATION 647.93 FEET (NGVD29), (ORIGINAL DESIGNATION WAS BRIDGE 28021
 DK6815'SE).
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DK6883 ***********************************************************************
 DK6883  DESIGNATION -  2802 N
 DK6883  PID         -  DK6883
 DK6883  STATE/COUNTY-  MN/HOUSTON
 DK6883  COUNTRY     -  US
 DK6883  USGS QUAD   -  BROWNSVILLE (2019)
 DK6883
 DK6883                         *CURRENT SURVEY CONTROL
 DK6883  ______________________________________________________________________
 DK6883* NAD 83(1986) POSITION- 43 44 49.4    (N) 091 16 51.6    (W)   HD_HELD2
 DK6883* NAVD 88 ORTHO HEIGHT -   198.794 (meters)      652.21  (feet) ADJUSTED
 DK6883  ______________________________________________________________________
 DK6883  GEOID HEIGHT    -        -31.573 (meters)                     GEOID18
 DK6883  DYNAMIC HEIGHT  -        198.758 (meters)      652.09  (feet) COMP
 DK6883  MODELED GRAVITY -    980,435.2   (mgal)                       NAVD 88
 DK6883
 DK6883  VERT ORDER      -  SECOND    CLASS I
 DK6883
 DK6883.The horizontal coordinates were established by autonomous hand held GPS
 DK6883.observations and have an estimated accuracy of +/- 10 meters.
 DK6883
 DK6883.The orthometric height was determined by differential leveling and
 DK6883.adjusted by the NATIONAL GEODETIC SURVEY
 DK6883.in December 2008.
 DK6883
 DK6883.Significant digits in the geoid height do not necessarily reflect accuracy.
 DK6883.GEOID18 height accuracy estimate available here.
 DK6883
 DK6883.Click photographs - Photos may exist for this station.
 DK6883
 DK6883.The dynamic height is computed by dividing the NAVD 88
 DK6883.geopotential number by the normal gravity value computed on the
 DK6883.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK6883.degrees latitude (g = 980.6199 gals.).
 DK6883
 DK6883.The modeled gravity was interpolated from observed gravity values.
 DK6883
 DK6883;                    North         East    Units  Estimated Accuracy
 DK6883;SPC MN S     -   186,650.    1,018,966.      MT  (+/- 10 meters HH2 GPS)
 DK6883
 DK6883_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXJ3840445215(NAD 83)
 DK6883
 DK6883                          SUPERSEDED SURVEY CONTROL
 DK6883
 DK6883.No superseded survey control is available for this station.
 DK6883
 DK6883_MARKER: DB = BENCH MARK DISK
 DK6883_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 DK6883_SP_SET: BOX CULVERT HEADWALL
 DK6883_STAMPING: 2802 N 1998
 DK6883_MARK LOGO: MNHD
 DK6883_MAGNETIC: N = NO MAGNETIC MATERIAL
 DK6883_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DK6883+STABILITY: SURFACE MOTION
 DK6883_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DK6883+SATELLITE: SATELLITE OBSERVATIONS - January 22, 2007
 DK6883
 DK6883  HISTORY     - Date     Condition        Report By
 DK6883  HISTORY     - 1956     MONUMENTED       MNHD
 DK6883  HISTORY     - 20070122 GOOD             MNDT
 DK6883
 DK6883                          STATION DESCRIPTION
 DK6883
 DK6883'DESCRIBED BY MN DEPT OF TRANSP 2007 (JMS)
 DK6883'3.9 MI (6.3 KM) NORTH OF BROWNSVILLE, AT TRUNK HIGHWAY 26 MILE POINT
 DK6883'18.04, IN SOUTHEAST CORNER OF EAST HEADWALL OF BOX CULVERT, 3.93 MI
 DK6883'(6.3 KM) NORTH ALONG TRUNK HIGHWAY 26 FROM THE JUNCTION OF COUNTY
 DK6883'STATE AID HIGHWAY 3 AND TRUNK HIGHWAY 26 IN BROWNSVILLE, 27.6 FT (8.4
 DK6883'M) EAST OF TRUNK HIGHWAY 26, STATION 182+05.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DK6885 ***********************************************************************
 DK6885  DESIGNATION -  2802 P
 DK6885  PID         -  DK6885
 DK6885  STATE/COUNTY-  MN/HOUSTON
 DK6885  COUNTRY     -  US
 DK6885  USGS QUAD   -  BROWNSVILLE (2019)
 DK6885
 DK6885                         *CURRENT SURVEY CONTROL
 DK6885  ______________________________________________________________________
 DK6885* NAD 83(1986) POSITION- 43 43 31.     (N) 091 16 27.     (W)   SCALED
 DK6885* NAVD 88 ORTHO HEIGHT -   195.978 (meters)      642.97  (feet) ADJUSTED
 DK6885  ______________________________________________________________________
 DK6885  GEOID HEIGHT    -        -31.575 (meters)                     GEOID18
 DK6885  DYNAMIC HEIGHT  -        195.942 (meters)      642.85  (feet) COMP
 DK6885  MODELED GRAVITY -    980,432.9   (mgal)                       NAVD 88
 DK6885
 DK6885  VERT ORDER      -  SECOND    CLASS I
 DK6885
 DK6885.The horizontal coordinates were scaled from a map and have
 DK6885.an estimated accuracy of +/- 6 seconds.
 DK6885
 DK6885.The orthometric height was determined by differential leveling and
 DK6885.adjusted by the NATIONAL GEODETIC SURVEY
 DK6885.in December 2008.
 DK6885
 DK6885.Significant digits in the geoid height do not necessarily reflect accuracy.
 DK6885.GEOID18 height accuracy estimate available here.
 DK6885
 DK6885.Click photographs - Photos may exist for this station.
 DK6885
 DK6885.The dynamic height is computed by dividing the NAVD 88
 DK6885.geopotential number by the normal gravity value computed on the
 DK6885.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK6885.degrees latitude (g = 980.6199 gals.).
 DK6885
 DK6885.The modeled gravity was interpolated from observed gravity values.
 DK6885
 DK6885;                    North         East    Units  Estimated Accuracy
 DK6885;SPC MN S     -   184,250.    1,019,600.      MT  (+/- 180 meters Scaled)
 DK6885
 DK6885_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXJ390428(NAD 83)
 DK6885
 DK6885                          SUPERSEDED SURVEY CONTROL
 DK6885
 DK6885.No superseded survey control is available for this station.
 DK6885
 DK6885_MARKER: DB = BENCH MARK DISK
 DK6885_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 DK6885_SP_SET: BOX CULVERT HEADWALL
 DK6885_STAMPING: 2802 P
 DK6885_MARK LOGO: MNHD
 DK6885_MAGNETIC: N = NO MAGNETIC MATERIAL
 DK6885_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DK6885+STABILITY: SURFACE MOTION
 DK6885_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DK6885+SATELLITE: SATELLITE OBSERVATIONS - January 22, 2007
 DK6885
 DK6885  HISTORY     - Date     Condition        Report By
 DK6885  HISTORY     - 1956     MONUMENTED       MNHD
 DK6885  HISTORY     - 20070122 GOOD             MNDT
 DK6885
 DK6885                          STATION DESCRIPTION
 DK6885
 DK6885'DESCRIBED BY MN DEPT OF TRANSP 2007 (JMS)
 DK6885'2.1 MI (3.4 KM) NORTH OF BROWNSVILLE, AT TRUNK HIGHWAY 26 MILE POINT
 DK6885'16.26, IN SOUTHEAST CORNER OF EAST HEADWALL OF BOX CULVERT, 2.15 MI
 DK6885'(3.5 KM) NORTH ALONG TRUNK HIGHWAY 26 FROM THE JUNCTION OF COUNTY
 DK6885'STATE AID HIGHWAY 3 AND TRUNK HIGHWAY 26 IN BROWNSVILLE, STATION
 DK6885'269+36, 250 FT (76.2 M) NORTH OF SWAN VIEW LANE, EAST OF TRUNK HIGHWAY
 DK6885'26.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DK6814 ***********************************************************************
 DK6814  DESIGNATION -  2802 R
 DK6814  PID         -  DK6814
 DK6814  STATE/COUNTY-  MN/HOUSTON
 DK6814  COUNTRY     -  US
 DK6814  USGS QUAD   -  LA CRESCENT (2019)
 DK6814
 DK6814                         *CURRENT SURVEY CONTROL
 DK6814  ______________________________________________________________________
 DK6814* NAD 83(1986) POSITION- 43 46 19.2    (N) 091 17 44.9    (W)   HD_HELD2
 DK6814* NAVD 88 ORTHO HEIGHT -   196.979 (meters)      646.26  (feet) ADJUSTED
 DK6814  ______________________________________________________________________
 DK6814  GEOID HEIGHT    -        -31.554 (meters)                     GEOID18
 DK6814  DYNAMIC HEIGHT  -        196.944 (meters)      646.14  (feet) COMP
 DK6814  MODELED GRAVITY -    980,438.1   (mgal)                       NAVD 88
 DK6814
 DK6814  VERT ORDER      -  SECOND    CLASS I
 DK6814
 DK6814.The horizontal coordinates were established by autonomous hand held GPS
 DK6814.observations and have an estimated accuracy of +/- 10 meters.
 DK6814
 DK6814.The orthometric height was determined by differential leveling and
 DK6814.adjusted by the NATIONAL GEODETIC SURVEY
 DK6814.in December 2008.
 DK6814
 DK6814.Significant digits in the geoid height do not necessarily reflect accuracy.
 DK6814.GEOID18 height accuracy estimate available here.
 DK6814
 DK6814.Click photographs - Photos may exist for this station.
 DK6814
 DK6814.The dynamic height is computed by dividing the NAVD 88
 DK6814.geopotential number by the normal gravity value computed on the
 DK6814.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK6814.degrees latitude (g = 980.6199 gals.).
 DK6814
 DK6814.The modeled gravity was interpolated from observed gravity values.
 DK6814
 DK6814;                    North         East    Units  Estimated Accuracy
 DK6814;SPC MN S     -   189,380.    1,017,683.      MT  (+/- 10 meters HH2 GPS)
 DK6814
 DK6814_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXJ3715547961(NAD 83)
 DK6814
 DK6814                          SUPERSEDED SURVEY CONTROL
 DK6814
 DK6814.No superseded survey control is available for this station.
 DK6814
 DK6814_MARKER: DV = VERTICAL CONTROL DISK
 DK6814_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DK6814_SP_SET: BRIDGE RAILING
 DK6814_STAMPING: 2802 R 1998
 DK6814_MARK LOGO: MNDT
 DK6814_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DK6814_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DK6814_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DK6814+SATELLITE: SATELLITE OBSERVATIONS - January 22, 2007
 DK6814
 DK6814  HISTORY     - Date     Condition        Report By
 DK6814  HISTORY     - 1998     MONUMENTED       MNDT
 DK6814  HISTORY     - 20070122 GOOD             MNDT
 DK6814
 DK6814                          STATION DESCRIPTION
 DK6814
 DK6814'DESCRIBED BY MN DEPT OF TRANSP 2007 (JMS)
 DK6814'3 MI (4.8 KM) SOUTH OF LA CRESCENT, 1.5 MI (2.4 KM) SOUTH ON TRUNK
 DK6814'HIGHWAY 26 FROM THE JUNCTION OF TRUNK HIGHWAY 16 AND TRUNK HIGHWAY 26,
 DK6814'AT TRUNK HIGHWAY 26 MILE POINT 20.05, ON TOP OF BRIDGE RAIL AT
 DK6814'NORTHEAST CORNER TRUNK HIGHWAY 26 BRIDGE OVER BACKWATER, CONSTRUCTION
 DK6814'ELEVATION 646.29 FEET (NGVD29), (ORIGINAL DESIGNATION WAS BRIDGE 28021
 DK6814'NE).
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DK6813 ***********************************************************************
 DK6813  DESIGNATION -  2802 S
 DK6813  PID         -  DK6813
 DK6813  STATE/COUNTY-  MN/HOUSTON
 DK6813  COUNTRY     -  US
 DK6813  USGS QUAD   -  LA CRESCENT (2019)
 DK6813
 DK6813                         *CURRENT SURVEY CONTROL
 DK6813  ______________________________________________________________________
 DK6813* NAD 83(1986) POSITION- 43 46 35.0    (N) 091 17 51.1    (W)   HD_HELD2
 DK6813* NAVD 88 ORTHO HEIGHT -   200.085 (meters)      656.45  (feet) ADJUSTED
 DK6813  ______________________________________________________________________
 DK6813  GEOID HEIGHT    -        -31.555 (meters)                     GEOID18
 DK6813  DYNAMIC HEIGHT  -        200.049 (meters)      656.33  (feet) COMP
 DK6813  MODELED GRAVITY -    980,438.6   (mgal)                       NAVD 88
 DK6813
 DK6813  VERT ORDER      -  SECOND    CLASS I
 DK6813
 DK6813.The horizontal coordinates were established by autonomous hand held GPS
 DK6813.observations and have an estimated accuracy of +/- 10 meters.
 DK6813
 DK6813.The orthometric height was determined by differential leveling and
 DK6813.adjusted by the NATIONAL GEODETIC SURVEY
 DK6813.in December 2008.
 DK6813
 DK6813.Significant digits in the geoid height do not necessarily reflect accuracy.
 DK6813.GEOID18 height accuracy estimate available here.
 DK6813
 DK6813.Click photographs - Photos may exist for this station.
 DK6813
 DK6813.The dynamic height is computed by dividing the NAVD 88
 DK6813.geopotential number by the normal gravity value computed on the
 DK6813.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK6813.degrees latitude (g = 980.6199 gals.).
 DK6813
 DK6813.The modeled gravity was interpolated from observed gravity values.
 DK6813
 DK6813;                    North         East    Units  Estimated Accuracy
 DK6813;SPC MN S     -   189,863.    1,017,528.      MT  (+/- 10 meters HH2 GPS)
 DK6813
 DK6813_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXJ3700648445(NAD 83)
 DK6813
 DK6813                          SUPERSEDED SURVEY CONTROL
 DK6813
 DK6813.No superseded survey control is available for this station.
 DK6813
 DK6813_MARKER: DD = SURVEY DISK
 DK6813_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DK6813_SP_SET: BRIDGE RAILING
 DK6813_STAMPING: 2802 S 1998
 DK6813_MARK LOGO: MNDT
 DK6813_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DK6813_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DK6813_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DK6813+SATELLITE: SATELLITE OBSERVATIONS - December 06, 2016
 DK6813
 DK6813  HISTORY     - Date     Condition        Report By
 DK6813  HISTORY     - 1998     MONUMENTED       MNDT
 DK6813  HISTORY     - 20070122 GOOD             MNDT
 DK6813  HISTORY     - 20161206 GOOD             MNDT
 DK6813
 DK6813                          STATION DESCRIPTION
 DK6813
 DK6813'DESCRIBED BY MN DEPT OF TRANSP 2007 (JMS)
 DK6813'3 MI (4.8 KM) SOUTH OF LA CRESCENT, 1 MI (1.6 KM) SOUTH ON TRUNK
 DK6813'HIGHWAY 26 FROM THE JUNCTION OF TRUNK HIGHWAY 16 AND TRUNK HIGHWAY 26,
 DK6813'AT TRUNK HIGHWAY 26 MILE POINT 20.30, ON TOP OF BRIDGE RAIL AT
 DK6813'SOUTHEAST CORNER OF TRUNK HIGHWAY 26 BRIDGE OVER ROOT RIVER,
 DK6813'CONSTRUCTION ELEVATION 656.57 FEET (NGVD29), (ORIGINAL DESIGNATION WAS
 DK6813'BRIDGE 28004 SE).
 DK6813
 DK6813                          STATION RECOVERY (2016)
 DK6813
 DK6813'RECOVERY NOTE BY MN DEPT OF TRANSP 2016 (DAS)
 DK6813'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DK6812 ***********************************************************************
 DK6812  DESIGNATION -  2802 T
 DK6812  PID         -  DK6812
 DK6812  STATE/COUNTY-  MN/HOUSTON
 DK6812  COUNTRY     -  US
 DK6812  USGS QUAD   -  LA CRESCENT (2019)
 DK6812
 DK6812                         *CURRENT SURVEY CONTROL
 DK6812  ______________________________________________________________________
 DK6812* NAD 83(1986) POSITION- 43 46 37.4    (N) 091 17 52.3    (W)   HD_HELD2
 DK6812* NAVD 88 ORTHO HEIGHT -   200.114 (meters)      656.54  (feet) ADJUSTED
 DK6812  ______________________________________________________________________
 DK6812  GEOID HEIGHT    -        -31.555 (meters)                     GEOID18
 DK6812  DYNAMIC HEIGHT  -        200.079 (meters)      656.43  (feet) COMP
 DK6812  MODELED GRAVITY -    980,438.6   (mgal)                       NAVD 88
 DK6812
 DK6812  VERT ORDER      -  SECOND    CLASS I
 DK6812
 DK6812.The horizontal coordinates were established by autonomous hand held GPS
 DK6812.observations and have an estimated accuracy of +/- 10 meters.
 DK6812
 DK6812.The orthometric height was determined by differential leveling and
 DK6812.adjusted by the NATIONAL GEODETIC SURVEY
 DK6812.in December 2008.
 DK6812
 DK6812.Significant digits in the geoid height do not necessarily reflect accuracy.
 DK6812.GEOID18 height accuracy estimate available here.
 DK6812
 DK6812.Click photographs - Photos may exist for this station.
 DK6812
 DK6812.The dynamic height is computed by dividing the NAVD 88
 DK6812.geopotential number by the normal gravity value computed on the
 DK6812.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK6812.degrees latitude (g = 980.6199 gals.).
 DK6812
 DK6812.The modeled gravity was interpolated from observed gravity values.
 DK6812
 DK6812;                    North         East    Units  Estimated Accuracy
 DK6812;SPC MN S     -   189,936.    1,017,499.      MT  (+/- 10 meters HH2 GPS)
 DK6812
 DK6812_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXJ3697848519(NAD 83)
 DK6812
 DK6812                          SUPERSEDED SURVEY CONTROL
 DK6812
 DK6812.No superseded survey control is available for this station.
 DK6812
 DK6812_MARKER: DD = SURVEY DISK
 DK6812_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DK6812_SP_SET: BRIDGE RAILING
 DK6812_STAMPING: 2802 T 1998
 DK6812_MARK LOGO: MNDT
 DK6812_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DK6812_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DK6812_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DK6812+SATELLITE: SATELLITE OBSERVATIONS - December 06, 2016
 DK6812
 DK6812  HISTORY     - Date     Condition        Report By
 DK6812  HISTORY     - 1998     MONUMENTED       MNDT
 DK6812  HISTORY     - 20070122 GOOD             MNDT
 DK6812  HISTORY     - 20161206 GOOD             MNDT
 DK6812
 DK6812                          STATION DESCRIPTION
 DK6812
 DK6812'DESCRIBED BY MN DEPT OF TRANSP 2007 (JMS)
 DK6812'3 MI (4.8 KM) SOUTH OF LA CRESCENT, 1 MI (1.6 KM) SOUTH ON TRUNK
 DK6812'HIGHWAY 26 FROM THE JUNCTION OF TRUNK HIGHWAY 16 AND TRUNK HIGHWAY 26,
 DK6812'AT TRUNK HIGHWAY 26 MILE POINT 20.35, ON TOP OF BRIDGE RAIL AT
 DK6812'NORTHEAST CORNER OF TRUNK HIGHWAY 26 BRIDGE OVER ROOT RIVER,
 DK6812'CONSTRUCTION ELEVATION 656.66 FEET (NGVD29), (ORIGINAL DESIGNATION
 DK6812'BRIDGE 28004 NE).
 DK6812
 DK6812                          STATION RECOVERY (2016)
 DK6812
 DK6812'RECOVERY NOTE BY MN DEPT OF TRANSP 2016 (DAS)
 DK6812'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DK6811 ***********************************************************************
 DK6811  DESIGNATION -  2802 U
 DK6811  PID         -  DK6811
 DK6811  STATE/COUNTY-  MN/HOUSTON
 DK6811  COUNTRY     -  US
 DK6811  USGS QUAD   -  LA CRESCENT (2019)
 DK6811
 DK6811                         *CURRENT SURVEY CONTROL
 DK6811  ______________________________________________________________________
 DK6811* NAD 83(1986) POSITION- 43 47 21.7    (N) 091 18 08.7    (W)   HD_HELD2
 DK6811* NAVD 88 ORTHO HEIGHT -   197.846 (meters)      649.10  (feet) ADJUSTED
 DK6811  ______________________________________________________________________
 DK6811  GEOID HEIGHT    -        -31.555 (meters)                     GEOID18
 DK6811  DYNAMIC HEIGHT  -        197.811 (meters)      648.98  (feet) COMP
 DK6811  MODELED GRAVITY -    980,439.8   (mgal)                       NAVD 88
 DK6811
 DK6811  VERT ORDER      -  SECOND    CLASS I
 DK6811
 DK6811.The horizontal coordinates were established by autonomous hand held GPS
 DK6811.observations and have an estimated accuracy of +/- 10 meters.
 DK6811
 DK6811.The orthometric height was determined by differential leveling and
 DK6811.adjusted by the NATIONAL GEODETIC SURVEY
 DK6811.in December 2008.
 DK6811
 DK6811.Significant digits in the geoid height do not necessarily reflect accuracy.
 DK6811.GEOID18 height accuracy estimate available here.
 DK6811
 DK6811.Click photographs - Photos may exist for this station.
 DK6811
 DK6811.The dynamic height is computed by dividing the NAVD 88
 DK6811.geopotential number by the normal gravity value computed on the
 DK6811.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK6811.degrees latitude (g = 980.6199 gals.).
 DK6811
 DK6811.The modeled gravity was interpolated from observed gravity values.
 DK6811
 DK6811;                    North         East    Units  Estimated Accuracy
 DK6811;SPC MN S     -   191,291.    1,017,087.      MT  (+/- 10 meters HH2 GPS)
 DK6811
 DK6811_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXJ3658349878(NAD 83)
 DK6811
 DK6811                          SUPERSEDED SURVEY CONTROL
 DK6811
 DK6811.No superseded survey control is available for this station.
 DK6811
 DK6811_MARKER: DD = SURVEY DISK
 DK6811_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DK6811_SP_SET: BRIDGE RAILING
 DK6811_STAMPING: 2802 U 1998
 DK6811_MARK LOGO: MNDT
 DK6811_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DK6811_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DK6811_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DK6811+SATELLITE: SATELLITE OBSERVATIONS - December 06, 2016
 DK6811
 DK6811  HISTORY     - Date     Condition        Report By
 DK6811  HISTORY     - 1998     MONUMENTED       MNDT
 DK6811  HISTORY     - 20070109 GOOD             MNDT
 DK6811  HISTORY     - 20161206 GOOD             MNDT
 DK6811
 DK6811                          STATION DESCRIPTION
 DK6811
 DK6811'DESCRIBED BY MN DEPT OF TRANSP 2007 (JLM)
 DK6811'2 MI (3.2 KM) SOUTH OF LA CRESCENT, 800 FT (243.8 M) SOUTH ON TRUNK
 DK6811'HIGHWAY 26 FROM THE JUNCTION OF TRUNK HIGHWAY 16 AND TRUNK HIGHWAY 26,
 DK6811'AT TRUNK HIGHWAY 26 MILE POINT 21.25, ON TOP OF BRIDGE RAIL AT
 DK6811'SOUTHEAST CORNER OF TRUNK HIGHWAY 26 BRIDGE OVER MILLERS CORNER
 DK6811'BACKWATER, CONSTRUCTION ELEVATION 649.26 FEET (NGVD29), (ORIGINAL
 DK6811'DESIGNATION WAS BRIDGE 28019 SE).
 DK6811
 DK6811                          STATION RECOVERY (2016)
 DK6811
 DK6811'RECOVERY NOTE BY MN DEPT OF TRANSP 2016 (DAS)
 DK6811'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DK6801 ***********************************************************************
 DK6801  DESIGNATION -  2802 V
 DK6801  PID         -  DK6801
 DK6801  STATE/COUNTY-  MN/HOUSTON
 DK6801  COUNTRY     -  US
 DK6801  USGS QUAD   -  LA CRESCENT (2019)
 DK6801
 DK6801                         *CURRENT SURVEY CONTROL
 DK6801  ______________________________________________________________________
 DK6801* NAD 83(1986) POSITION- 43 47 27.     (N) 091 18 09.     (W)   SCALED
 DK6801* NAVD 88 ORTHO HEIGHT -   198.798 (meters)      652.22  (feet) ADJUSTED
 DK6801  ______________________________________________________________________
 DK6801  GEOID HEIGHT    -        -31.556 (meters)                     GEOID18
 DK6801  DYNAMIC HEIGHT  -        198.764 (meters)      652.11  (feet) COMP
 DK6801  MODELED GRAVITY -    980,440.0   (mgal)                       NAVD 88
 DK6801
 DK6801  VERT ORDER      -  SECOND    CLASS I
 DK6801
 DK6801.The horizontal coordinates were scaled from a map and have
 DK6801.an estimated accuracy of +/- 6 seconds.
 DK6801
 DK6801.The orthometric height was determined by differential leveling and
 DK6801.adjusted by the NATIONAL GEODETIC SURVEY
 DK6801.in December 2008.
 DK6801
 DK6801.Significant digits in the geoid height do not necessarily reflect accuracy.
 DK6801.GEOID18 height accuracy estimate available here.
 DK6801
 DK6801.Click photographs - Photos may exist for this station.
 DK6801
 DK6801.The dynamic height is computed by dividing the NAVD 88
 DK6801.geopotential number by the normal gravity value computed on the
 DK6801.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK6801.degrees latitude (g = 980.6199 gals.).
 DK6801
 DK6801.The modeled gravity was interpolated from observed gravity values.
 DK6801
 DK6801;                    North         East    Units  Estimated Accuracy
 DK6801;SPC MN S     -   191,450.    1,017,080.      MT  (+/- 180 meters Scaled)
 DK6801
 DK6801_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXJ365500(NAD 83)
 DK6801
 DK6801                          SUPERSEDED SURVEY CONTROL
 DK6801
 DK6801.No superseded survey control is available for this station.
 DK6801
 DK6801_MARKER: DV = VERTICAL CONTROL DISK
 DK6801_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DK6801_SP_SET: BRIDGE RAILING
 DK6801_STAMPING: 2802 V 1998
 DK6801_MARK LOGO: MNDT
 DK6801_MAGNETIC: N = NO MAGNETIC MATERIAL
 DK6801_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DK6801_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DK6801+SATELLITE: SATELLITE OBSERVATIONS - December 06, 2016
 DK6801
 DK6801  HISTORY     - Date     Condition        Report By
 DK6801  HISTORY     - 1998     MONUMENTED       MNDT
 DK6801  HISTORY     - 20070109 GOOD             MNDT
 DK6801  HISTORY     - 20161206 GOOD             MNDT
 DK6801
 DK6801                          STATION DESCRIPTION
 DK6801
 DK6801'DESCRIBED BY MN DEPT OF TRANSP 2007 (JLM)
 DK6801'2 MI (3.2 KM) SOUTH OF LA CRESCENT, 400 FT (121.9 M) SOUTH ON TRUNK
 DK6801'HIGHWAY 26 FROM THE JUNCTION OF TRUNK HIGHWAY 16 AND TRUNK HIGHWAY 26,
 DK6801'AT TRUNK HIGHWAY 26 MILE POINT 21.30, ON TOP OF BRIDGE RAIL, NORTHEAST
 DK6801'CORNER OF TRUNK HIGHWAY 26 BRIDGE OVER MILLERS CORNER BACKWATER,
 DK6801'CONSTRUCTION ELEVATION 652.39 FEET (NGVD29), ORIGINAL DESIGNATION WAS
 DK6801'BRIDGE 28019 NE.
 DK6801
 DK6801                          STATION RECOVERY (2016)
 DK6801
 DK6801'RECOVERY NOTE BY MN DEPT OF TRANSP 2016 (DAS)
 DK6801'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DK6834 ***********************************************************************
 DK6834  DESIGNATION -  2802 W
 DK6834  PID         -  DK6834
 DK6834  STATE/COUNTY-  MN/HOUSTON
 DK6834  COUNTRY     -  US
 DK6834  USGS QUAD   -  RENO (2019)
 DK6834
 DK6834                         *CURRENT SURVEY CONTROL
 DK6834  ______________________________________________________________________
 DK6834* NAD 83(1986) POSITION- 43 30 11.4    (N) 091 16 58.6    (W)   HD_HELD2
 DK6834* NAVD 88 ORTHO HEIGHT -   195.953 (meters)      642.89  (feet) ADJUSTED
 DK6834  ______________________________________________________________________
 DK6834  GEOID HEIGHT    -        -31.370 (meters)                     GEOID18
 DK6834  DYNAMIC HEIGHT  -        195.915 (meters)      642.76  (feet) COMP
 DK6834  MODELED GRAVITY -    980,418.2   (mgal)                       NAVD 88
 DK6834
 DK6834  VERT ORDER      -  SECOND    CLASS I
 DK6834
 DK6834.The horizontal coordinates were established by autonomous hand held GPS
 DK6834.observations and have an estimated accuracy of +/- 10 meters.
 DK6834
 DK6834.The orthometric height was determined by differential leveling and
 DK6834.adjusted by the NATIONAL GEODETIC SURVEY
 DK6834.in December 2008.
 DK6834
 DK6834.Significant digits in the geoid height do not necessarily reflect accuracy.
 DK6834.GEOID18 height accuracy estimate available here.
 DK6834
 DK6834.Click photographs - Photos may exist for this station.
 DK6834
 DK6834.The dynamic height is computed by dividing the NAVD 88
 DK6834.geopotential number by the normal gravity value computed on the
 DK6834.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK6834.degrees latitude (g = 980.6199 gals.).
 DK6834
 DK6834.The modeled gravity was interpolated from observed gravity values.
 DK6834
 DK6834;                    North         East    Units  Estimated Accuracy
 DK6834;SPC MN S     -   159,561.    1,019,710.      MT  (+/- 10 meters HH2 GPS)
 DK6834
 DK6834_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXJ3880818125(NAD 83)
 DK6834
 DK6834                          SUPERSEDED SURVEY CONTROL
 DK6834
 DK6834.No superseded survey control is available for this station.
 DK6834
 DK6834_MARKER: DB = BENCH MARK DISK
 DK6834_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DK6834_SP_SET: BRIDGE ABUTMENT
 DK6834_STAMPING: 2802 W 2006
 DK6834_MARK LOGO: MNHD
 DK6834_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DK6834_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DK6834_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DK6834+SATELLITE: SATELLITE OBSERVATIONS - February 28, 2007
 DK6834
 DK6834  HISTORY     - Date     Condition        Report By
 DK6834  HISTORY     - 20060724 MONUMENTED       MNHD
 DK6834  HISTORY     - 20070228 GOOD             MNDT
 DK6834
 DK6834                          STATION DESCRIPTION
 DK6834
 DK6834'DESCRIBED BY MN DEPT OF TRANSP 2007 (BG)
 DK6834'0.50 MI (0.8 KM) NORTH OF NEW ALBIN, IN SOUTHEAST CORNER OF TRUNK
 DK6834'HIGHWAY 26 BRIDGE NUMBER 5706 OVER CREEK, 0.20 MI (0.3 KM) NORTH ALONG
 DK6834'TRUNK HIGHWAY 26 FROM THE JUNCTION OF TRUNK HIGHWAY 26 AND MINNESOTA
 DK6834'AND IOWA STATE LINE IN NEW ALBIN, AT TRUNK HIGHWAY 26 MILE POINT 0.20,
 DK6834'14.7 FT (4.5 M) EAST OF TRUNK HIGHWAY 26.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DK6827 ***********************************************************************
 DK6827  DESIGNATION -  2802 Z
 DK6827  PID         -  DK6827
 DK6827  STATE/COUNTY-  MN/HOUSTON
 DK6827  COUNTRY     -  US
 DK6827  USGS QUAD   -  RENO (2019)
 DK6827
 DK6827                         *CURRENT SURVEY CONTROL
 DK6827  ______________________________________________________________________
 DK6827* NAD 83(1986) POSITION- 43 36 08.1    (N) 091 16 24.7    (W)   HD_HELD2
 DK6827* NAVD 88 ORTHO HEIGHT -   208.809 (meters)      685.07  (feet) ADJUSTED
 DK6827  ______________________________________________________________________
 DK6827  GEOID HEIGHT    -        -31.476 (meters)                     GEOID18
 DK6827  DYNAMIC HEIGHT  -        208.770 (meters)      684.94  (feet) COMP
 DK6827  MODELED GRAVITY -    980,427.2   (mgal)                       NAVD 88
 DK6827
 DK6827  VERT ORDER      -  SECOND    CLASS I
 DK6827
 DK6827.The horizontal coordinates were established by autonomous hand held GPS
 DK6827.observations and have an estimated accuracy of +/- 10 meters.
 DK6827
 DK6827.The orthometric height was determined by differential leveling and
 DK6827.adjusted by the NATIONAL GEODETIC SURVEY
 DK6827.in December 2008.
 DK6827
 DK6827.Significant digits in the geoid height do not necessarily reflect accuracy.
 DK6827.GEOID18 height accuracy estimate available here.
 DK6827
 DK6827.Click photographs - Photos may exist for this station.
 DK6827
 DK6827.The dynamic height is computed by dividing the NAVD 88
 DK6827.geopotential number by the normal gravity value computed on the
 DK6827.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK6827.degrees latitude (g = 980.6199 gals.).
 DK6827
 DK6827.The modeled gravity was interpolated from observed gravity values.
 DK6827
 DK6827;                    North         East    Units  Estimated Accuracy
 DK6827;SPC MN S     -   170,590.    1,020,104.      MT  (+/- 10 meters HH2 GPS)
 DK6827
 DK6827_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXJ3934029145(NAD 83)
 DK6827
 DK6827                          SUPERSEDED SURVEY CONTROL
 DK6827
 DK6827.No superseded survey control is available for this station.
 DK6827
 DK6827_MARKER: DD = SURVEY DISK
 DK6827_SETTING: 65 = SET IN UNSPECIFIED ROCK OR BOULDER
 DK6827_SP_SET: ROCK
 DK6827_STAMPING: 2802 Z 2006
 DK6827_MARK LOGO: MNDT
 DK6827_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DK6827_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DK6827_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DK6827+SATELLITE: SATELLITE OBSERVATIONS - July 24, 2006
 DK6827
 DK6827  HISTORY     - Date     Condition        Report By
 DK6827  HISTORY     - 20060724 MONUMENTED       MNDT
 DK6827  HISTORY     - 20240917 MARK NOT FOUND   MNDT
 DK6827
 DK6827                          STATION DESCRIPTION
 DK6827
 DK6827'DESCRIBED BY MN DEPT OF TRANSP 2006
 DK6827'IN RENO, IN ROCK, 0.10 MI (0.2 KM) NORTHEAST ALONG TRUNK HIGHWAY 26
 DK6827'FROM THE JUNCTION OF TRUNK HIGHWAY 26 AND HILLSIDE ROAD IN RENO, AT
 DK6827'TRUNK HIGHWAY 26 MILE POINT 7.40, 45.5 FT (13.9 M) NORTHWEST OF TRUNK
 DK6827'HIGHWAY 26, 1.0 FT (0.3 M) SOUTH OF A WITNESS POST.
 DK6827
 DK6827                          STATION RECOVERY (2024)
 DK6827
 DK6827'RECOVERY NOTE BY MN DEPT OF TRANSP 2024 (KMS)
 DK6827'AFTER A THOROUGH FIELD SEARCH MARK WAS NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DJ3688 ***********************************************************************
 DJ3688  DESIGNATION -  2803 C
 DJ3688  PID         -  DJ3688
 DJ3688  STATE/COUNTY-  MN/HOUSTON
 DJ3688  COUNTRY     -  US
 DJ3688  USGS QUAD   -  WILMINGTON (2019)
 DJ3688
 DJ3688                         *CURRENT SURVEY CONTROL
 DJ3688  ______________________________________________________________________
 DJ3688* NAD 83(1986) POSITION- 43 35 30.9    (N) 091 32 54.7    (W)   HD_HELD2
 DJ3688* NAVD 88 ORTHO HEIGHT -   339.411 (meters)     1113.55  (feet) ADJUSTED
 DJ3688  ______________________________________________________________________
 DJ3688  GEOID HEIGHT    -        -30.576 (meters)                     GEOID18
 DJ3688  DYNAMIC HEIGHT  -        339.342 (meters)     1113.32  (feet) COMP
 DJ3688  MODELED GRAVITY -    980,403.9   (mgal)                       NAVD 88
 DJ3688
 DJ3688  VERT ORDER      -  SECOND    CLASS I
 DJ3688
 DJ3688.The horizontal coordinates were established by autonomous hand held GPS
 DJ3688.observations and have an estimated accuracy of +/- 10 meters.
 DJ3688
 DJ3688.The orthometric height was determined by differential leveling and
 DJ3688.adjusted by the NATIONAL GEODETIC SURVEY
 DJ3688.in May 2008.
 DJ3688
 DJ3688.Significant digits in the geoid height do not necessarily reflect accuracy.
 DJ3688.GEOID18 height accuracy estimate available here.
 DJ3688
 DJ3688.Click photographs - Photos may exist for this station.
 DJ3688
 DJ3688.The dynamic height is computed by dividing the NAVD 88
 DJ3688.geopotential number by the normal gravity value computed on the
 DJ3688.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ3688.degrees latitude (g = 980.6199 gals.).
 DJ3688
 DJ3688.The modeled gravity was interpolated from observed gravity values.
 DJ3688
 DJ3688;                    North         East    Units  Estimated Accuracy
 DJ3688;SPC MN S     -   168,739.      997,946.      MT  (+/- 10 meters HH2 GPS)
 DJ3688
 DJ3688_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXJ1716527572(NAD 83)
 DJ3688
 DJ3688                          SUPERSEDED SURVEY CONTROL
 DJ3688
 DJ3688.No superseded survey control is available for this station.
 DJ3688
 DJ3688_MARKER: DB = BENCH MARK DISK
 DJ3688_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 DJ3688_SP_SET: BOX CULVERT
 DJ3688_STAMPING: 2308 C 1948
 DJ3688_MARK LOGO: MNHD
 DJ3688_MAGNETIC: N = NO MAGNETIC MATERIAL
 DJ3688_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DJ3688+STABILITY: SURFACE MOTION
 DJ3688_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DJ3688+SATELLITE: SATELLITE OBSERVATIONS - October 12, 2006
 DJ3688
 DJ3688  HISTORY     - Date     Condition        Report By
 DJ3688  HISTORY     - 1948     MONUMENTED       MNHD
 DJ3688  HISTORY     - 20051115 GOOD             MNDT
 DJ3688  HISTORY     - 20061012 GOOD             MNDT
 DJ3688
 DJ3688                          STATION DESCRIPTION
 DJ3688
 DJ3688'DESCRIBED BY MN DEPT OF TRANSP 2005 (MPP)
 DJ3688'THE MARK WAS RECOVERED IN GOOD CONDITION.  THE MARK IS 3.75 MI (6.0
 DJ3688'KM) SOUTHWEST OF SOUTH LIMITS OF CALEDONIA, 2.10 MI (3.4 KM) (3.38 KM)
 DJ3688'SOUTHWEST ALONG TRUNK HIGHWAY 44 FROM THE JUNCTION OF TRUNK HIGHWAY 44
 DJ3688'AND TRUNK HIGHWAY 76 (2.5 MILES SOUTH OF CALEDONIA), AT TRUNK HIGHWAY
 DJ3688'44 MILE POINT 48.25, IN SOUTHEAST CORNER OF HEADWALL OF TRUNK HIGHWAY
 DJ3688'44 DOUBLE BOX CULVERT, AT TRUNK HIGHWAY 44 STATION 677+00, 40 FEET
 DJ3688'(12.2 M) SOUTHEAST OF TRUNK HIGHWAY 44.
 DJ3688
 DJ3688                          STATION RECOVERY (2006)
 DJ3688
 DJ3688'RECOVERY NOTE BY MN DEPT OF TRANSP 2006 (DRB)
 DJ3688'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DJ3683 ***********************************************************************
 DJ3683  DESIGNATION -  2803 F
 DJ3683  PID         -  DJ3683
 DJ3683  STATE/COUNTY-  MN/HOUSTON
 DJ3683  COUNTRY     -  US
 DJ3683  USGS QUAD   -  SHELDON (2019)
 DJ3683
 DJ3683                         *CURRENT SURVEY CONTROL
 DJ3683  ______________________________________________________________________
 DJ3683* NAD 83(2011) POSITION- 43 37 42.84686(N) 091 30 25.03597(W)   ADJUSTED
 DJ3683* NAD 83(2011) ELLIP HT-   309.121 (meters)        (06/27/12)   ADJUSTED
 DJ3683* NAD 83(2011) EPOCH   -  2010.00
 DJ3683* NAVD 88 ORTHO HEIGHT -   339.845 (meters)     1114.97  (feet) ADJUSTED
 DJ3683  ______________________________________________________________________
 DJ3683  GEOID HEIGHT    -        -30.723 (meters)                     GEOID18
 DJ3683  NAD 83(2011) X  -   -121,610.412 (meters)                     COMP
 DJ3683  NAD 83(2011) Y  - -4,622,672.350 (meters)                     COMP
 DJ3683  NAD 83(2011) Z  -  4,378,525.585 (meters)                     COMP
 DJ3683  LAPLACE CORR    -         -6.94  (seconds)                    DEFLEC18
 DJ3683  DYNAMIC HEIGHT  -        339.775 (meters)     1114.75  (feet) COMP
 DJ3683  MODELED GRAVITY -    980,404.8   (mgal)                       NAVD 88
 DJ3683
 DJ3683  VERT ORDER      -  SECOND    CLASS I
 DJ3683
 DJ3683  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DJ3683  Standards:
 DJ3683         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DJ3683            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DJ3683  -------------------------------------------------------------------
 DJ3683  NETWORK    0.30   0.53           0.14   0.10   0.27     -0.00164380
 DJ3683  -------------------------------------------------------------------
 DJ3683  Click here for local accuracies and other accuracy information.
 DJ3683
 DJ3683.The horizontal coordinates were established by GPS observations
 DJ3683.and adjusted by the National Geodetic Survey in June 2012.
 DJ3683
 DJ3683.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DJ3683.been affixed to the stable North American tectonic plate. See 
 DJ3683.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DJ3683
 DJ3683.The horizontal coordinates are valid at the epoch date displayed above
 DJ3683.which is a decimal equivalence of Year/Month/Day.
 DJ3683
 DJ3683.The orthometric height was determined by differential leveling and
 DJ3683.adjusted by the NATIONAL GEODETIC SURVEY
 DJ3683.in May 2008.
 DJ3683
 DJ3683.Significant digits in the geoid height do not necessarily reflect accuracy.
 DJ3683.GEOID18 height accuracy estimate available here.
 DJ3683
 DJ3683.Click photographs - Photos may exist for this station.
 DJ3683
 DJ3683.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DJ3683
 DJ3683.The Laplace correction was computed from DEFLEC18 derived deflections.
 DJ3683
 DJ3683.The ellipsoidal height was determined by GPS observations
 DJ3683.and is referenced to NAD 83.
 DJ3683
 DJ3683.The dynamic height is computed by dividing the NAVD 88
 DJ3683.geopotential number by the normal gravity value computed on the
 DJ3683.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ3683.degrees latitude (g = 980.6199 gals.).
 DJ3683
 DJ3683.The modeled gravity was interpolated from observed gravity values.
 DJ3683
 DJ3683. The following values were computed from the NAD 83(2011) position.
 DJ3683
 DJ3683;                    North         East     Units Scale Factor Converg.
 DJ3683;SPC MN S     -   172,911.047 1,001,177.175   MT  1.00003712   +1 44 50.8
 DJ3683;SPC MN S     -   567,292.33  3,284,695.45   sFT  1.00003712   +1 44 50.8
 DJ3683;UTM  15      - 4,831,703.069   620,448.513   MT  0.99977845   +1 01 49.1
 DJ3683
 DJ3683!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DJ3683!SPC MN S     -   0.99995153  x   1.00003712  =   0.99998865
 DJ3683!UTM  15      -   0.99995153  x   0.99977845  =   0.99972999
 DJ3683
 DJ3683_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXJ2044831703(NAD 83)
 DJ3683
 DJ3683                          SUPERSEDED SURVEY CONTROL
 DJ3683
 DJ3683  NAD 83(2007)-  43 37 42.84709(N)    091 30 25.03705(W) AD(2002.00) 1
 DJ3683  ELLIP H (09/09/09)  309.141  (m)                       GP(2002.00) 4 1
 DJ3683  NAVD 88             339.85   (m)         1115.0    (f) LEVELING    3  
 DJ3683
 DJ3683.Superseded values are not recommended for survey control.
 DJ3683
 DJ3683.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ3683.See file dsdata.pdf to determine how the superseded data were derived.
 DJ3683
 DJ3683_MARKER: DD = SURVEY DISK
 DJ3683_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DJ3683_STAMPING: 2803 F 2005
 DJ3683_MARK LOGO: MNDT
 DJ3683_PROJECTION: RECESSED 5 CENTIMETERS
 DJ3683_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DJ3683_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DJ3683_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DJ3683+SATELLITE: SATELLITE OBSERVATIONS - September 11, 2024
 DJ3683_ROD/PIPE-DEPTH: 12.2 meters
 DJ3683
 DJ3683  HISTORY     - Date     Condition        Report By
 DJ3683  HISTORY     - 2005     MONUMENTED       MNDT
 DJ3683  HISTORY     - 2005     GOOD             MNDT
 DJ3683  HISTORY     - 20080303 GOOD             MNDT
 DJ3683  HISTORY     - 20090624 GOOD             MNDT
 DJ3683  HISTORY     - 20161207 GOOD             MNDT
 DJ3683  HISTORY     - 20201215 GOOD             MNDT
 DJ3683  HISTORY     - 20240911 GOOD             MNDT
 DJ3683
 DJ3683                          STATION DESCRIPTION
 DJ3683
 DJ3683'DESCRIBED BY MN DEPT OF TRANSP 2005
 DJ3683'THE MARK IS IN CALEDONIA, 1.20 MILES (1.93 KM) SOUTH ALONG TRUNK
 DJ3683'HIGHWAY 44, TRUNK HIGHWAY 76 FROM NORTH JUNCTION OF TRUNK HIGHWAY 76
 DJ3683'AND TRUNK HIGHWAY 44 IN CALEDONIA, AT TRUNK HIGHWAY 76, TRUNK HIGHWAY
 DJ3683'44 MILE POINT 52.45, 77.6 FEET (23.7 M) WEST OF TRUNK HIGHWAY 76,
 DJ3683'TRUNK HIGHWAY 44, 58.2 FEET (17.7 M) SOUTHEAST OF COUNTY ROAD 12, 35.3
 DJ3683'FEET (10.8 M) NORTH OF A POWER POLE WITH GUY WIRE, 1.1 FEET (0.3 M)
 DJ3683'EAST OF A WITNESS POST.
 DJ3683
 DJ3683                          STATION RECOVERY (2005)
 DJ3683
 DJ3683'RECOVERY NOTE BY MN DEPT OF TRANSP 2005 (WAS)
 DJ3683'IN CALEDONIA, 1.20 MI (1.9 KM) SOUTH ALONG TRUNK HIGHWAY 44/TRUNK
 DJ3683'HIGHWAY 76 FROM NORTH JUNCTION OF TRUNK HIGHWAY 76 AND TRUNK HIGHWAY
 DJ3683'44 IN CALEDONIA, AT TRUNK HIGHWAY 76/TRUNK HIGHWAY 44 MILE POINT
 DJ3683'52.45, 77.6 FT (23.7 M) WEST OF TRUNK HIGHWAY 76/TRUNK HIGHWAY 44,
 DJ3683'58.2 FT (17.7 M) SOUTHEAST OF COUNTY ROAD 12, 35.3 FT (10.8 M) NORTH
 DJ3683'OF POWER POLE WITH GUY WIRE, 1.1 FT (0.3 M) EAST OF A WITNESS POST.
 DJ3683
 DJ3683                          STATION RECOVERY (2008)
 DJ3683
 DJ3683'RECOVERY NOTE BY MN DEPT OF TRANSP 2008 (MQP)
 DJ3683'THE MARK WAS RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.
 DJ3683'THE MARK IS IN CALEDONIA, 1.2 MILES SOUTH ALONG TRUNK HIGHWAY 44 AND
 DJ3683'TRUNK HIGHWAY 76 FROM THE NORTH JUNCTION OF TRUNK HIGHWAYS 76 AND 44,
 DJ3683'AT MILEPOINT 52.45, 77.6 FEET WEST OF THE CENTERLINE OF HIGHWAY, 58.2
 DJ3683'FEET SOUTHEAST OF COUNTY ROAD 12, 35.3 FEET NORTH OF POWER POLE WITH
 DJ3683'GUY WIRE, 1.1 FEET EAST OF WITNESS POST.
 DJ3683
 DJ3683                          STATION RECOVERY (2009)
 DJ3683
 DJ3683'RECOVERY NOTE BY MN DEPT OF TRANSP 2009 (DAS)
 DJ3683'RECOVERED AS DESCRIBED.
 DJ3683
 DJ3683                          STATION RECOVERY (2016)
 DJ3683
 DJ3683'RECOVERY NOTE BY MN DEPT OF TRANSP 2016 (DAS)
 DJ3683'RECOVERED AS DESCRIBED.
 DJ3683
 DJ3683                          STATION RECOVERY (2020)
 DJ3683
 DJ3683'RECOVERY NOTE BY MN DEPT OF TRANSP 2020 (KMS)
 DJ3683'RECOVERED IN GOOD CONDITION.
 DJ3683
 DJ3683                          STATION RECOVERY (2024)
 DJ3683
 DJ3683'RECOVERY NOTE BY MN DEPT OF TRANSP 2024 (RMJ)
 DJ3683'IN CALEDONIA, 1.2 MI (1.9 KM) SOUTH ALONG TRUNK HIGHWAY 44 AND TRUNK
 DJ3683'HIGHWAY 76 FROM THE NORTH JUNCTION OF TRUNK HIGHWAYS 76 AND 44, AT
 DJ3683'TRUNK HIGHWAY 76 MILE POINT 52.45, 77.6 FT (23.7 M) WEST OF THE
 DJ3683'CENTERLINE OF A HIGHWAY, 58.2 FT (17.7 M) SOUTHEAST OF COUNTY ROAD 12,
 DJ3683'35.3 FT (10.8 M) NORTH OF A POWER POLE WITH A GUY WIRE, 1.1 FT (0.3 M)
 DJ3683'EAST OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DJ3719 ***********************************************************************
 DJ3719  DESIGNATION -  2803 F 1
 DJ3719  PID         -  DJ3719
 DJ3719  STATE/COUNTY-  MN/HOUSTON
 DJ3719  COUNTRY     -  US
 DJ3719  USGS QUAD   -  CALEDONIA (2019)
 DJ3719
 DJ3719                         *CURRENT SURVEY CONTROL
 DJ3719  ______________________________________________________________________
 DJ3719* NAD 83(1986) POSITION- 43 38 06.8    (N) 091 29 42.8    (W)   HD_HELD2
 DJ3719* NAVD 88 ORTHO HEIGHT -   362.702 (meters)     1189.96  (feet) ADJUSTED
 DJ3719  ______________________________________________________________________
 DJ3719  GEOID HEIGHT    -        -30.762 (meters)                     GEOID18
 DJ3719  DYNAMIC HEIGHT  -        362.628 (meters)     1189.72  (feet) COMP
 DJ3719  MODELED GRAVITY -    980,404.5   (mgal)                       NAVD 88
 DJ3719
 DJ3719  VERT ORDER      -  SECOND    CLASS I
 DJ3719
 DJ3719.The horizontal coordinates were established by autonomous hand held GPS
 DJ3719.observations and have an estimated accuracy of +/- 10 meters.
 DJ3719
 DJ3719.The orthometric height was determined by differential leveling and
 DJ3719.adjusted by the NATIONAL GEODETIC SURVEY
 DJ3719.in May 2008.
 DJ3719
 DJ3719.Significant digits in the geoid height do not necessarily reflect accuracy.
 DJ3719.GEOID18 height accuracy estimate available here.
 DJ3719
 DJ3719.Click photographs - Photos may exist for this station.
 DJ3719
 DJ3719.The dynamic height is computed by dividing the NAVD 88
 DJ3719.geopotential number by the normal gravity value computed on the
 DJ3719.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ3719.degrees latitude (g = 980.6199 gals.).
 DJ3719
 DJ3719.The modeled gravity was interpolated from observed gravity values.
 DJ3719
 DJ3719;                    North         East    Units  Estimated Accuracy
 DJ3719;SPC MN S     -   173,679.    1,002,101.      MT  (+/- 10 meters HH2 GPS)
 DJ3719
 DJ3719_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXJ2138132459(NAD 83)
 DJ3719
 DJ3719                          SUPERSEDED SURVEY CONTROL
 DJ3719
 DJ3719.No superseded survey control is available for this station.
 DJ3719
 DJ3719_MARKER: B = BOLT
 DJ3719_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 DJ3719_SP_SET: BOLT
 DJ3719_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DJ3719_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DJ3719+STABILITY: SURFACE MOTION
 DJ3719_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DJ3719+SATELLITE: SATELLITE OBSERVATIONS - September 11, 2024
 DJ3719
 DJ3719  HISTORY     - Date     Condition        Report By
 DJ3719  HISTORY     - 2006     MONUMENTED       MNDT
 DJ3719  HISTORY     - 20061009 GOOD             MNDT
 DJ3719  HISTORY     - 20090624 GOOD             MNDT
 DJ3719  HISTORY     - 20240911 GOOD             MNDT
 DJ3719
 DJ3719                          STATION DESCRIPTION
 DJ3719
 DJ3719'DESCRIBED BY MN DEPT OF TRANSP 2006
 DJ3719'THE MARK IS IN CALEDONIA, 0.5 MILES (0.8 KM) ALONG NORTH KINGSTON
 DJ3719'STREET FROM THE EAST JUNCTION OF TRUNK HIGHWAY 76 AND COUNTY ROAD 44
 DJ3719'(KINGSTON STREET) IN CALEDONIA, THENCE 0.1 MILES (0.2 KM) EAST ON EAST
 DJ3719'LINCOLN STREET TO WATER TANK, 155.0 FEET (47.2 M) SOUTH OF EAST
 DJ3719'LINCOLN STREET, 6.35 FEET (1.94 M) WEST OF WEST EDGE OF WATER TANK
 DJ3719'DOOR.
 DJ3719
 DJ3719                          STATION RECOVERY (2006)
 DJ3719
 DJ3719'RECOVERY NOTE BY MN DEPT OF TRANSP 2006 (WAS)
 DJ3719'IN CALEDONIA, 0.5 MI (0.8 KM) SOUTH ALONG NORTH KINGSTON STREET FROM
 DJ3719'THE EAST JUNCTION OF TRUNK HIGHWAY 76 AND COUNTY ROAD 44 (KINGSTON
 DJ3719'STREET) IN CALEDONIA, THENCE 0.1 MI (0.2 KM) EAST ON EAST LINCOLN
 DJ3719'STREET TO WATER TANK, 155.0 FT (47.2 M) SOUTH OF EAST LINCOLN STREET,
 DJ3719'6.35 FT (1.9 M) WEST OF WEST EDGE OF WATER TANK DOOR.
 DJ3719
 DJ3719                          STATION RECOVERY (2009)
 DJ3719
 DJ3719'RECOVERY NOTE BY MN DEPT OF TRANSP 2009 (DAS)
 DJ3719'RECOVERED AS DESCRIBED.
 DJ3719
 DJ3719                          STATION RECOVERY (2024)
 DJ3719
 DJ3719'RECOVERY NOTE BY MN DEPT OF TRANSP 2024 (RMJ)
 DJ3719'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DK6888 ***********************************************************************
 DK6888  DESIGNATION -  2803 F 3
 DK6888  PID         -  DK6888
 DK6888  STATE/COUNTY-  MN/HOUSTON
 DK6888  COUNTRY     -  US
 DK6888  USGS QUAD   -  CALEDONIA (2019)
 DK6888
 DK6888                         *CURRENT SURVEY CONTROL
 DK6888  ______________________________________________________________________
 DK6888* NAD 83(2011) POSITION- 43 39 07.70312(N) 091 27 32.17392(W)   ADJUSTED
 DK6888* NAD 83(2011) ELLIP HT-   295.023 (meters)        (06/27/12)   ADJUSTED
 DK6888* NAD 83(2011) EPOCH   -  2010.00
 DK6888* NAVD 88 ORTHO HEIGHT -   325.911 (meters)     1069.26  (feet) ADJUSTED
 DK6888  ______________________________________________________________________
 DK6888  GEOID HEIGHT    -        -30.880 (meters)                     GEOID18
 DK6888  NAD 83(2011) X  -   -117,690.020 (meters)                     COMP
 DK6888  NAD 83(2011) Y  - -4,620,955.577 (meters)                     COMP
 DK6888  NAD 83(2011) Z  -  4,380,411.193 (meters)                     COMP
 DK6888  LAPLACE CORR    -         -7.18  (seconds)                    DEFLEC18
 DK6888  DYNAMIC HEIGHT  -        325.846 (meters)     1069.05  (feet) COMP
 DK6888  MODELED GRAVITY -    980,409.3   (mgal)                       NAVD 88
 DK6888
 DK6888  VERT ORDER      -  SECOND    CLASS I
 DK6888
 DK6888  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DK6888  Standards:
 DK6888         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DK6888            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DK6888  -------------------------------------------------------------------
 DK6888  NETWORK    0.26   0.45           0.12   0.09   0.23     -0.01319022
 DK6888  -------------------------------------------------------------------
 DK6888  Click here for local accuracies and other accuracy information.
 DK6888
 DK6888.The horizontal coordinates were established by GPS observations
 DK6888.and adjusted by the National Geodetic Survey in June 2012.
 DK6888
 DK6888.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DK6888.been affixed to the stable North American tectonic plate. See 
 DK6888.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DK6888
 DK6888.The horizontal coordinates are valid at the epoch date displayed above
 DK6888.which is a decimal equivalence of Year/Month/Day.
 DK6888
 DK6888.The orthometric height was determined by differential leveling and
 DK6888.adjusted by the NATIONAL GEODETIC SURVEY
 DK6888.in December 2008.
 DK6888
 DK6888.Significant digits in the geoid height do not necessarily reflect accuracy.
 DK6888.GEOID18 height accuracy estimate available here.
 DK6888
 DK6888.Click photographs - Photos may exist for this station.
 DK6888
 DK6888.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DK6888
 DK6888.The Laplace correction was computed from DEFLEC18 derived deflections.
 DK6888
 DK6888.The ellipsoidal height was determined by GPS observations
 DK6888.and is referenced to NAD 83.
 DK6888
 DK6888.The dynamic height is computed by dividing the NAVD 88
 DK6888.geopotential number by the normal gravity value computed on the
 DK6888.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK6888.degrees latitude (g = 980.6199 gals.).
 DK6888
 DK6888.The modeled gravity was interpolated from observed gravity values.
 DK6888
 DK6888. The following values were computed from the NAD 83(2011) position.
 DK6888
 DK6888;                    North         East     Units Scale Factor Converg.
 DK6888;SPC MN S     -   175,648.066 1,004,969.305   MT  1.00003101   +1 46 52.0
 DK6888;SPC MN S     -   576,272.03  3,297,136.79   sFT  1.00003101   +1 46 52.0
 DK6888;UTM  15      - 4,834,391.735   624,273.649   MT  0.99978996   +1 03 50.0
 DK6888
 DK6888!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DK6888!SPC MN S     -   0.99995374  x   1.00003101  =   0.99998475
 DK6888!UTM  15      -   0.99995374  x   0.99978996  =   0.99974371
 DK6888
 DK6888_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXJ2427334391(NAD 83)
 DK6888
 DK6888                          SUPERSEDED SURVEY CONTROL
 DK6888
 DK6888  NAD 83(2007)-  43 39 07.70339(N)    091 27 32.17494(W) AD(2002.00) 1
 DK6888  ELLIP H (09/09/09)  295.048  (m)                       GP(2002.00) 4 1
 DK6888  NAVD 88             325.91   (m)         1069.3    (f) LEVELING    3  
 DK6888
 DK6888.Superseded values are not recommended for survey control.
 DK6888
 DK6888.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK6888.See file dsdata.pdf to determine how the superseded data were derived.
 DK6888
 DK6888_MARKER: DD = SURVEY DISK
 DK6888_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 DK6888+WITH SETTING: INFORMATION.
 DK6888_STAMPING: 2803 F 3 2006
 DK6888_MARK LOGO: MNDT
 DK6888_PROJECTION: FLUSH
 DK6888_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DK6888_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DK6888_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DK6888+SATELLITE: SATELLITE OBSERVATIONS - September 19, 2024
 DK6888_ROD/PIPE-DEPTH: 2.4 meters
 DK6888
 DK6888  HISTORY     - Date     Condition        Report By
 DK6888  HISTORY     - 2006     MONUMENTED       MNDT
 DK6888  HISTORY     - 20080304 GOOD             MNDT
 DK6888  HISTORY     - 20201215 GOOD             MNDT
 DK6888  HISTORY     - 20240919 GOOD             MNDT
 DK6888
 DK6888                          STATION DESCRIPTION
 DK6888
 DK6888'DESCRIBED BY MN DEPT OF TRANSP 2006
 DK6888'2.0 MI (3.2 KM) NORTHEAST OF CALEDONIA, 3.10 MI (5.0 KM) EASTERLY
 DK6888'ALONG COUNTY ROAD 3 FROM THE JUNCTION OF COUNTY ROAD 3 AND TRUNK
 DK6888'HIGHWAY 44 AND TRUNK HIGHWAY 76,
 DK6888'
 DK6888'87.6 FT (26.7 M) SOUTHEAST OF COUNTY ROAD 3, 39.5 FT (12.0 M) SOUTH OF
 DK6888'DOGWOOD DRIVE, 1.0 FT (0.3 M) EAST OF A WITNESS POST.
 DK6888'
 DK6888'NOTE--ROD WAS DRIVEN TO REFUSAL.
 DK6888
 DK6888                          STATION RECOVERY (2008)
 DK6888
 DK6888'RECOVERY NOTE BY MN DEPT OF TRANSP 2008 (TAM)
 DK6888'RECOVERED IN GOOD CONDITION.
 DK6888
 DK6888                          STATION RECOVERY (2020)
 DK6888
 DK6888'RECOVERY NOTE BY MN DEPT OF TRANSP 2020 (KMS)
 DK6888'RECOVERED IN GOOD CONDITION.
 DK6888
 DK6888                          STATION RECOVERY (2024)
 DK6888
 DK6888'RECOVERY NOTE BY MN DEPT OF TRANSP 2024 (RMJ)
 DK6888'2.0 MI (3.2 KM) NORTHEAST OF CALEDONIA, 3.1 MI (5.0 KM) EASTERLY ALONG
 DK6888'COUNTY ROAD 3 FROM THE JUNCTION OF COUNTY ROAD 3 AND TRUNK HIGHWAY 44
 DK6888'AND TRUNK HIGHWAY 76, 87.6 FT (26.7 M) SOUTHEAST OF COUNTY ROAD 3,
 DK6888'39.5 FT (12.0 M) SOUTH OF DOGWOOD DRIVE, 1.0 FT (0.3 M) NORTH OF A
 DK6888'WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DK6820 ***********************************************************************
 DK6820  DESIGNATION -  2803 F 7
 DK6820  PID         -  DK6820
 DK6820  STATE/COUNTY-  MN/HOUSTON
 DK6820  COUNTRY     -  US
 DK6820  USGS QUAD   -  BROWNSVILLE (2019)
 DK6820
 DK6820                         *CURRENT SURVEY CONTROL
 DK6820  ______________________________________________________________________
 DK6820* NAD 83(1986) POSITION- 43 39 53.2    (N) 091 20 32.6    (W)   HD_HELD2
 DK6820* NAVD 88 ORTHO HEIGHT -   345.354 (meters)     1133.05  (feet) ADJUSTED
 DK6820  ______________________________________________________________________
 DK6820  GEOID HEIGHT    -        -31.268 (meters)                     GEOID18
 DK6820  DYNAMIC HEIGHT  -        345.288 (meters)     1132.83  (feet) COMP
 DK6820  MODELED GRAVITY -    980,418.4   (mgal)                       NAVD 88
 DK6820
 DK6820  VERT ORDER      -  SECOND    CLASS I
 DK6820
 DK6820.The horizontal coordinates were established by autonomous hand held GPS
 DK6820.observations and have an estimated accuracy of +/- 10 meters.
 DK6820
 DK6820.The orthometric height was determined by differential leveling and
 DK6820.adjusted by the NATIONAL GEODETIC SURVEY
 DK6820.in December 2008.
 DK6820
 DK6820.Significant digits in the geoid height do not necessarily reflect accuracy.
 DK6820.GEOID18 height accuracy estimate available here.
 DK6820
 DK6820.Click photographs - Photos may exist for this station.
 DK6820
 DK6820.The dynamic height is computed by dividing the NAVD 88
 DK6820.geopotential number by the normal gravity value computed on the
 DK6820.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK6820.degrees latitude (g = 980.6199 gals.).
 DK6820
 DK6820.The modeled gravity was interpolated from observed gravity values.
 DK6820
 DK6820;                    North         East    Units  Estimated Accuracy
 DK6820;SPC MN S     -   177,350.    1,014,322.      MT  (+/- 10 meters HH2 GPS)
 DK6820
 DK6820_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXJ3364435976(NAD 83)
 DK6820
 DK6820                          SUPERSEDED SURVEY CONTROL
 DK6820
 DK6820.No superseded survey control is available for this station.
 DK6820
 DK6820_MARKER: DD = SURVEY DISK
 DK6820_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DK6820_STAMPING: 2803 F 7 2006
 DK6820_MARK LOGO: MNDT
 DK6820_PROJECTION: FLUSH
 DK6820_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DK6820_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DK6820_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DK6820+SATELLITE: SATELLITE OBSERVATIONS - July 24, 2006
 DK6820_ROD/PIPE-DEPTH: 4.6 meters
 DK6820
 DK6820  HISTORY     - Date     Condition        Report By
 DK6820  HISTORY     - 20060724 MONUMENTED       MNDT
 DK6820
 DK6820                          STATION DESCRIPTION
 DK6820
 DK6820'DESCRIBED BY MN DEPT OF TRANSP 2006
 DK6820'3.0 MI (4.8 KM) SOUTHWEST OF BROWNSVILLE, 4.40 MI (7.1 KM) SOUTHWEST
 DK6820'ALONG COUNTY ROAD 3 FROM THE JUNCTION OF COUNTY ROAD 3 AND TRUNK
 DK6820'HIGHWAY 26 IN BROWNSVILLE, 102.0 FT (31.1 M) SOUTHEAST OF DRIVEWAY,
 DK6820'51.0 FT (15.5 M) SOUTHWEST OF COUNTY ROAD 3, 16.2 FT (4.9 M) SOUTHEAST
 DK6820'OF POWER-POLE, 1.0 FT (0.3 M) NORTHEAST OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DK6819 ***********************************************************************
 DK6819  DESIGNATION -  2803 F 8
 DK6819  PID         -  DK6819
 DK6819  STATE/COUNTY-  MN/HOUSTON
 DK6819  COUNTRY     -  US
 DK6819  USGS QUAD   -  BROWNSVILLE (2019)
 DK6819
 DK6819                         *CURRENT SURVEY CONTROL
 DK6819  ______________________________________________________________________
 DK6819* NAD 83(2011) POSITION- 43 39 53.28047(N) 091 19 59.78299(W)   ADJUSTED
 DK6819* NAD 83(2011) ELLIP HT-   321.218 (meters)        (06/27/12)   ADJUSTED
 DK6819* NAD 83(2011) EPOCH   -  2010.00
 DK6819* NAVD 88 ORTHO HEIGHT -   352.530 (meters)     1156.59  (feet) ADJUSTED
 DK6819  ______________________________________________________________________
 DK6819  GEOID HEIGHT    -        -31.300 (meters)                     GEOID18
 DK6819  NAD 83(2011) X  -   -107,532.664 (meters)                     COMP
 DK6819  NAD 83(2011) Y  - -4,620,250.665 (meters)                     COMP
 DK6819  NAD 83(2011) Z  -  4,381,446.984 (meters)                     COMP
 DK6819  LAPLACE CORR    -         -8.81  (seconds)                    DEFLEC18
 DK6819  DYNAMIC HEIGHT  -        352.463 (meters)     1156.37  (feet) COMP
 DK6819  MODELED GRAVITY -    980,420.5   (mgal)                       NAVD 88
 DK6819
 DK6819  VERT ORDER      -  SECOND    CLASS I
 DK6819
 DK6819  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DK6819  Standards:
 DK6819         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DK6819            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DK6819  -------------------------------------------------------------------
 DK6819  NETWORK    0.25   0.51           0.12   0.08   0.26      0.00707436
 DK6819  -------------------------------------------------------------------
 DK6819  Click here for local accuracies and other accuracy information.
 DK6819
 DK6819.The horizontal coordinates were established by GPS observations
 DK6819.and adjusted by the National Geodetic Survey in June 2012.
 DK6819
 DK6819.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DK6819.been affixed to the stable North American tectonic plate. See 
 DK6819.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DK6819
 DK6819.The horizontal coordinates are valid at the epoch date displayed above
 DK6819.which is a decimal equivalence of Year/Month/Day.
 DK6819
 DK6819.The orthometric height was determined by differential leveling and
 DK6819.adjusted by the NATIONAL GEODETIC SURVEY
 DK6819.in December 2008.
 DK6819
 DK6819.Significant digits in the geoid height do not necessarily reflect accuracy.
 DK6819.GEOID18 height accuracy estimate available here.
 DK6819
 DK6819.Click photographs - Photos may exist for this station.
 DK6819
 DK6819.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DK6819
 DK6819.The Laplace correction was computed from DEFLEC18 derived deflections.
 DK6819
 DK6819.The ellipsoidal height was determined by GPS observations
 DK6819.and is referenced to NAD 83.
 DK6819
 DK6819.The dynamic height is computed by dividing the NAVD 88
 DK6819.geopotential number by the normal gravity value computed on the
 DK6819.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK6819.degrees latitude (g = 980.6199 gals.).
 DK6819
 DK6819.The modeled gravity was interpolated from observed gravity values.
 DK6819
 DK6819. The following values were computed from the NAD 83(2011) position.
 DK6819
 DK6819;                    North         East     Units Scale Factor Converg.
 DK6819;SPC MN S     -   177,376.887 1,015,056.337   MT  1.00002779   +1 52 09.1
 DK6819;SPC MN S     -   581,944.00  3,330,230.67   sFT  1.00002779   +1 52 09.1
 DK6819;UTM  15      - 4,835,993.709   634,379.285   MT  0.99982211   +1 09 03.4
 DK6819
 DK6819!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DK6819!SPC MN S     -   0.99994963  x   1.00002779  =   0.99997742
 DK6819!UTM  15      -   0.99994963  x   0.99982211  =   0.99977175
 DK6819
 DK6819:                Primary Azimuth Mark                     Grid Az
 DK6819:SPC MN S     -  WALTER                                   176 17 37.5
 DK6819:UTM  15      -  WALTER                                   177 00 43.2
 DK6819
 DK6819_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXJ3437935993(NAD 83)
 DK6819
 DK6819|---------------------------------------------------------------------|
 DK6819| PID    Reference Object                     Distance      Geod. Az  |
 DK6819|                                                           dddmmss.s |
 DK6819| AC4928 WALTER                              475.142 METERS 1780946.6 |
 DK6819|---------------------------------------------------------------------|
 DK6819
 DK6819                          SUPERSEDED SURVEY CONTROL
 DK6819
 DK6819  NAD 83(2007)-  43 39 53.28082(N)    091 19 59.78392(W) AD(2002.00) 1
 DK6819  ELLIP H (09/09/09)  321.243  (m)                       GP(2002.00) 4 1
 DK6819  NAVD 88             352.53   (m)         1156.6    (f) LEVELING    3  
 DK6819
 DK6819.Superseded values are not recommended for survey control.
 DK6819
 DK6819.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK6819.See file dsdata.pdf to determine how the superseded data were derived.
 DK6819
 DK6819_MARKER: DD = SURVEY DISK
 DK6819_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DK6819_STAMPING: 2803 F 8 2006
 DK6819_MARK LOGO: MNDT
 DK6819_PROJECTION: FLUSH
 DK6819_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DK6819_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DK6819_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DK6819+SATELLITE: SATELLITE OBSERVATIONS - September 18, 2024
 DK6819_ROD/PIPE-DEPTH: 4.3 meters
 DK6819
 DK6819  HISTORY     - Date     Condition        Report By
 DK6819  HISTORY     - 2006     MONUMENTED       MNDT
 DK6819  HISTORY     - 20080304 GOOD             MNDT
 DK6819  HISTORY     - 20240918 GOOD             MNDT
 DK6819
 DK6819                          STATION DESCRIPTION
 DK6819
 DK6819'DESCRIBED BY MN DEPT OF TRANSP 2006
 DK6819'3.0 MI (4.8 KM) SOUTHWEST OF BROWNSVILLE, 3.90 MI (6.3 KM) SOUTHWEST
 DK6819'ALONG COUNTY ROAD 3 FROM THE JUNCTION OF COUNTY ROAD 3 AND TRUNK
 DK6819'HIGHWAY 26 IN BROWNSVILLE, 59.0 FT (18.0 M) NORTHWEST OF COUNTY ROAD
 DK6819'3, 17.0 FT (5.2 M) SOUTHWEST OF A FIELD ENTRANCE, 1.0 FT (0.3 M)
 DK6819'SOUTHEAST OF A WITNESS POST.
 DK6819
 DK6819                          STATION RECOVERY (2008)
 DK6819
 DK6819'RECOVERY NOTE BY MN DEPT OF TRANSP 2008 (TAM)
 DK6819'RECOVERED IN GOOD CONDITION.
 DK6819
 DK6819                          STATION RECOVERY (2024)
 DK6819
 DK6819'RECOVERY NOTE BY MN DEPT OF TRANSP 2024 (RMJ)
 DK6819'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DK6818 ***********************************************************************
 DK6818  DESIGNATION -  2803 F 9
 DK6818  PID         -  DK6818
 DK6818  STATE/COUNTY-  MN/HOUSTON
 DK6818  COUNTRY     -  US
 DK6818  USGS QUAD   -  BROWNSVILLE (2019)
 DK6818
 DK6818                         *CURRENT SURVEY CONTROL
 DK6818  ______________________________________________________________________
 DK6818* NAD 83(1986) POSITION- 43 40 26.8    (N) 091 18 52.0    (W)   HD_HELD2
 DK6818* NAVD 88 ORTHO HEIGHT -   262.287 (meters)      860.52  (feet) ADJUSTED
 DK6818  ______________________________________________________________________
 DK6818  GEOID HEIGHT    -        -31.378 (meters)                     GEOID18
 DK6818  DYNAMIC HEIGHT  -        262.238 (meters)      860.36  (feet) COMP
 DK6818  MODELED GRAVITY -    980,424.4   (mgal)                       NAVD 88
 DK6818
 DK6818  VERT ORDER      -  SECOND    CLASS I
 DK6818
 DK6818.The horizontal coordinates were established by autonomous hand held GPS
 DK6818.observations and have an estimated accuracy of +/- 10 meters.
 DK6818
 DK6818.The orthometric height was determined by differential leveling and
 DK6818.adjusted by the NATIONAL GEODETIC SURVEY
 DK6818.in December 2008.
 DK6818
 DK6818.Significant digits in the geoid height do not necessarily reflect accuracy.
 DK6818.GEOID18 height accuracy estimate available here.
 DK6818
 DK6818.Click photographs - Photos may exist for this station.
 DK6818
 DK6818.The dynamic height is computed by dividing the NAVD 88
 DK6818.geopotential number by the normal gravity value computed on the
 DK6818.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK6818.degrees latitude (g = 980.6199 gals.).
 DK6818
 DK6818.The modeled gravity was interpolated from observed gravity values.
 DK6818
 DK6818;                    North         East    Units  Estimated Accuracy
 DK6818;SPC MN S     -   178,461.    1,016,540.      MT  (+/- 10 meters HH2 GPS)
 DK6818
 DK6818_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXJ3587637058(NAD 83)
 DK6818
 DK6818                          SUPERSEDED SURVEY CONTROL
 DK6818
 DK6818.No superseded survey control is available for this station.
 DK6818
 DK6818_MARKER: DD = SURVEY DISK
 DK6818_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DK6818_STAMPING: 2803 F 9 2006
 DK6818_MARK LOGO: MNDT
 DK6818_PROJECTION: FLUSH
 DK6818_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DK6818_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DK6818_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DK6818+SATELLITE: SATELLITE OBSERVATIONS - September 18, 2024
 DK6818_ROD/PIPE-DEPTH: 4.3 meters
 DK6818
 DK6818  HISTORY     - Date     Condition        Report By
 DK6818  HISTORY     - 20060724 MONUMENTED       MNDT
 DK6818  HISTORY     - 20240918 GOOD             MNDT
 DK6818
 DK6818                          STATION DESCRIPTION
 DK6818
 DK6818'DESCRIBED BY MN DEPT OF TRANSP 2006
 DK6818'2.0 MI (3.2 KM) SOUTHWEST OF BROWNSVILLE, 2.75 MI (4.4 KM) SOUTHWEST
 DK6818'ALONG COUNTY ROAD 3 FROM THE JUNCTION OF COUNTY ROAD 3 AND TRUNK
 DK6818'HIGHWAY 26 IN BROWNSVILLE, 79.2 FT (24.1 M) SOUTHEAST OF COUNTY ROAD
 DK6818'3, 56.5 FT (17.2 M) NORTHWEST OF POWER-POLE, 3.0 FT (0.9 M) NORTHEAST
 DK6818'OF SNOW MOBILE TRAIL, 1.0 FT (0.3 M) NORTHWEST OF A WITNESS POST.
 DK6818
 DK6818                          STATION RECOVERY (2024)
 DK6818
 DK6818'RECOVERY NOTE BY MN DEPT OF TRANSP 2024 (RMJ)
 DK6818'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DJ3684 ***********************************************************************
 DJ3684  DESIGNATION -  2803 G
 DJ3684  PID         -  DJ3684
 DJ3684  STATE/COUNTY-  MN/HOUSTON
 DJ3684  COUNTRY     -  US
 DJ3684  USGS QUAD   -  WILMINGTON (2019)
 DJ3684
 DJ3684                         *CURRENT SURVEY CONTROL
 DJ3684  ______________________________________________________________________
 DJ3684* NAD 83(1986) POSITION- 43 36 51.3    (N) 091 30 22.5    (W)   HD_HELD2
 DJ3684* NAVD 88 ORTHO HEIGHT -   342.979 (meters)     1125.26  (feet) ADJUSTED
 DJ3684  ______________________________________________________________________
 DJ3684  GEOID HEIGHT    -        -30.712 (meters)                     GEOID18
 DJ3684  DYNAMIC HEIGHT  -        342.909 (meters)     1125.03  (feet) COMP
 DJ3684  MODELED GRAVITY -    980,405.2   (mgal)                       NAVD 88
 DJ3684
 DJ3684  VERT ORDER      -  SECOND    CLASS I
 DJ3684
 DJ3684.The horizontal coordinates were established by autonomous hand held GPS
 DJ3684.observations and have an estimated accuracy of +/- 10 meters.
 DJ3684
 DJ3684.The orthometric height was determined by differential leveling and
 DJ3684.adjusted by the NATIONAL GEODETIC SURVEY
 DJ3684.in May 2008.
 DJ3684
 DJ3684.Significant digits in the geoid height do not necessarily reflect accuracy.
 DJ3684.GEOID18 height accuracy estimate available here.
 DJ3684
 DJ3684.Click photographs - Photos may exist for this station.
 DJ3684
 DJ3684.The dynamic height is computed by dividing the NAVD 88
 DJ3684.geopotential number by the normal gravity value computed on the
 DJ3684.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ3684.degrees latitude (g = 980.6199 gals.).
 DJ3684
 DJ3684.The modeled gravity was interpolated from observed gravity values.
 DJ3684
 DJ3684;                    North         East    Units  Estimated Accuracy
 DJ3684;SPC MN S     -   171,323.    1,001,283.      MT  (+/- 10 meters HH2 GPS)
 DJ3684
 DJ3684_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXJ2053330113(NAD 83)
 DJ3684
 DJ3684                          SUPERSEDED SURVEY CONTROL
 DJ3684
 DJ3684.No superseded survey control is available for this station.
 DJ3684
 DJ3684_MARKER: DD = SURVEY DISK
 DJ3684_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DJ3684_STAMPING: 2803 G 2005
 DJ3684_MARK LOGO: MNDT
 DJ3684_PROJECTION: FLUSH
 DJ3684_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DJ3684_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DJ3684_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DJ3684+SATELLITE: SATELLITE OBSERVATIONS - September 16, 2024
 DJ3684_ROD/PIPE-DEPTH: 10.7 meters
 DJ3684
 DJ3684  HISTORY     - Date     Condition        Report By
 DJ3684  HISTORY     - 2005     MONUMENTED       MNDT
 DJ3684  HISTORY     - 2005     GOOD             MNDT
 DJ3684  HISTORY     - 20090624 GOOD             MNDT
 DJ3684  HISTORY     - 20240916 GOOD             MNDT
 DJ3684
 DJ3684                          STATION DESCRIPTION
 DJ3684
 DJ3684'DESCRIBED BY MN DEPT OF TRANSP 2005
 DJ3684'THE MARK IS 1.0 MILE (1.6 KM) SOUTH OF CALEDONIA, 2.2 MILES (3.5 KM)
 DJ3684'SOUTH ALONG TRUNK HIGHWAY 76 FROM NORTH JUNCTION OF TRUNK HIGHWAY 76
 DJ3684'AND TRUNK HIGHWAY 44 IN CALEDONIA, AT TRUNK HIGHWAY 76, TRUNK HIGHWAY
 DJ3684'44 MILE POINT 51.40, 77.9 FEET (23.7 M) EAST OF TRUNK HIGHWAY 76,
 DJ3684'TRUNK HIGHWAY 44, 0.9 FEET (27.4 CM) WEST OF A WITNESS POST.
 DJ3684
 DJ3684                          STATION RECOVERY (2005)
 DJ3684
 DJ3684'RECOVERY NOTE BY MN DEPT OF TRANSP 2005 (WAS)
 DJ3684'1.0 MI (1.6 KM) SOUTH OF CALEDONIA, 2.2 MI (3.5 KM) SOUTH ALONG TRUNK
 DJ3684'HIGHWAY 76 FROM NORTH JUNCTION OF TRUNK HIGHWAY 76 AND TRUNK HIGHWAY
 DJ3684'44 IN CALEDONIA, AT TRUNK HIGHWAY 76/TRUNK HIGHWAY 44 MILE POINT
 DJ3684'51.40, 77.9 FT (23.7 M) EAST OF TRUNK HIGHWAY 76/TRUNK HIGHWAY 44, 0.9
 DJ3684'FT (0.3 M) WEST OF A WITNESS POST, VICINITY IS SOUTHWEST CORNER OF
 DJ3684'GOLF COURSE.
 DJ3684
 DJ3684                          STATION RECOVERY (2009)
 DJ3684
 DJ3684'RECOVERY NOTE BY MN DEPT OF TRANSP 2009 (DAS)
 DJ3684'RECOVERED AS DESCRIBED.
 DJ3684
 DJ3684                          STATION RECOVERY (2024)
 DJ3684
 DJ3684'RECOVERY NOTE BY MN DEPT OF TRANSP 2024 (RMJ)
 DJ3684'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DJ3685 ***********************************************************************
 DJ3685  DESIGNATION -  2803 H
 DJ3685  PID         -  DJ3685
 DJ3685  STATE/COUNTY-  MN/HOUSTON
 DJ3685  COUNTRY     -  US
 DJ3685  USGS QUAD   -  WILMINGTON (2019)
 DJ3685
 DJ3685                         *CURRENT SURVEY CONTROL
 DJ3685  ______________________________________________________________________
 DJ3685* NAD 83(1986) POSITION- 43 36 07.4    (N) 091 30 40.3    (W)   HD_HELD2
 DJ3685* NAVD 88 ORTHO HEIGHT -   355.990 (meters)     1167.94  (feet) ADJUSTED
 DJ3685  ______________________________________________________________________
 DJ3685  GEOID HEIGHT    -        -30.685 (meters)                     GEOID18
 DJ3685  DYNAMIC HEIGHT  -        355.918 (meters)     1167.71  (feet) COMP
 DJ3685  MODELED GRAVITY -    980,405.4   (mgal)                       NAVD 88
 DJ3685
 DJ3685  VERT ORDER      -  SECOND    CLASS I
 DJ3685
 DJ3685.The horizontal coordinates were established by autonomous hand held GPS
 DJ3685.observations and have an estimated accuracy of +/- 10 meters.
 DJ3685
 DJ3685.The orthometric height was determined by differential leveling and
 DJ3685.adjusted by the NATIONAL GEODETIC SURVEY
 DJ3685.in May 2008.
 DJ3685
 DJ3685.Significant digits in the geoid height do not necessarily reflect accuracy.
 DJ3685.GEOID18 height accuracy estimate available here.
 DJ3685
 DJ3685.Click photographs - Photos may exist for this station.
 DJ3685
 DJ3685.The dynamic height is computed by dividing the NAVD 88
 DJ3685.geopotential number by the normal gravity value computed on the
 DJ3685.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ3685.degrees latitude (g = 980.6199 gals.).
 DJ3685
 DJ3685.The modeled gravity was interpolated from observed gravity values.
 DJ3685
 DJ3685;                    North         East    Units  Estimated Accuracy
 DJ3685;SPC MN S     -   169,956.    1,000,925.      MT  (+/- 10 meters HH2 GPS)
 DJ3685
 DJ3685_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXJ2015928752(NAD 83)
 DJ3685
 DJ3685                          SUPERSEDED SURVEY CONTROL
 DJ3685
 DJ3685.No superseded survey control is available for this station.
 DJ3685
 DJ3685_MARKER: DD = SURVEY DISK
 DJ3685_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DJ3685_STAMPING: 2803 H 2005
 DJ3685_MARK LOGO: MNDT
 DJ3685_PROJECTION: RECESSED 3 CENTIMETERS
 DJ3685_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DJ3685_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DJ3685_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DJ3685+SATELLITE: SATELLITE OBSERVATIONS - September 16, 2024
 DJ3685_ROD/PIPE-DEPTH: 4.3 meters
 DJ3685
 DJ3685  HISTORY     - Date     Condition        Report By
 DJ3685  HISTORY     - 2005     MONUMENTED       MNDT
 DJ3685  HISTORY     - 20240916 GOOD             MNDT
 DJ3685
 DJ3685                          STATION DESCRIPTION
 DJ3685
 DJ3685'DESCRIBED BY MN DEPT OF TRANSP 2005
 DJ3685'THE MARK IS 2.50 MILES (4.02 KM) SOUTH OF HOUSTON, AT SOUTH JUNCTION
 DJ3685'OF TRUNK HIGHWAY 76 AND TRUNK HIGHWAY 44 (2.5 MILES SOUTH OF
 DJ3685'CALEDONIA), AT TRUNK HIGHWAY 76 MILE POINT 50.40, 71.3 FEET (21.7 M)
 DJ3685'NORTHWEST OF TRUNK HIGHWAY 76,TRUNK HIGHWAY 44, 48.5 FEET (14.8 M)
 DJ3685'EWALB ROAD, 1.0 FOOT (0.3 M) SOUTHEAST OF A WITNESS POST.
 DJ3685
 DJ3685                          STATION RECOVERY (2024)
 DJ3685
 DJ3685'RECOVERY NOTE BY MN DEPT OF TRANSP 2024 (RMJ)
 DJ3685'THE MARK IS 2.50 MI (4.02 KM) SOUTH OF HOUSTON, AT THE SOUTH JUNCTION
 DJ3685'OF TRUNK HIGHWAY 76 AND TRUNK HIGHWAY 44, AT TRUNK HIGHWAY 76 MILE
 DJ3685'POINT 50.40, 71.3 FT (21.7 M) NORTHWEST OF TRUNK HIGHWAY 76/TRUNK
 DJ3685'HIGHWAY 44, 48.5 FT (14.8 M) EAST OF EWALD ROAD, 1.0 FT (0.3 M)
 DJ3685'SOUTHEAST OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DJ3686 ***********************************************************************
 DJ3686  DESIGNATION -  2803 J
 DJ3686  PID         -  DJ3686
 DJ3686  STATE/COUNTY-  MN/HOUSTON
 DJ3686  COUNTRY     -  US
 DJ3686  USGS QUAD   -  WILMINGTON (2019)
 DJ3686
 DJ3686                         *CURRENT SURVEY CONTROL
 DJ3686  ______________________________________________________________________
 DJ3686* NAD 83(1986) POSITION- 43 36 07.0    (N) 091 31 52.7    (W)   HD_HELD2
 DJ3686* NAVD 88 ORTHO HEIGHT -   352.292 (meters)     1155.81  (feet) ADJUSTED
 DJ3686  ______________________________________________________________________
 DJ3686  GEOID HEIGHT    -        -30.629 (meters)                     GEOID18
 DJ3686  DYNAMIC HEIGHT  -        352.220 (meters)     1155.58  (feet) COMP
 DJ3686  MODELED GRAVITY -    980,404.7   (mgal)                       NAVD 88
 DJ3686
 DJ3686  VERT ORDER      -  SECOND    CLASS I
 DJ3686
 DJ3686.The horizontal coordinates were established by autonomous hand held GPS
 DJ3686.observations and have an estimated accuracy of +/- 10 meters.
 DJ3686
 DJ3686.The orthometric height was determined by differential leveling and
 DJ3686.adjusted by the NATIONAL GEODETIC SURVEY
 DJ3686.in May 2008.
 DJ3686
 DJ3686.Significant digits in the geoid height do not necessarily reflect accuracy.
 DJ3686.GEOID18 height accuracy estimate available here.
 DJ3686
 DJ3686.Click photographs - Photos may exist for this station.
 DJ3686
 DJ3686.The dynamic height is computed by dividing the NAVD 88
 DJ3686.geopotential number by the normal gravity value computed on the
 DJ3686.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ3686.degrees latitude (g = 980.6199 gals.).
 DJ3686
 DJ3686.The modeled gravity was interpolated from observed gravity values.
 DJ3686
 DJ3686;                    North         East    Units  Estimated Accuracy
 DJ3686;SPC MN S     -   169,895.      999,302.      MT  (+/- 10 meters HH2 GPS)
 DJ3686
 DJ3686_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXJ1853628711(NAD 83)
 DJ3686
 DJ3686                          SUPERSEDED SURVEY CONTROL
 DJ3686
 DJ3686.No superseded survey control is available for this station.
 DJ3686
 DJ3686_MARKER: DD = SURVEY DISK
 DJ3686_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DJ3686_STAMPING: 2803 J 2005
 DJ3686_MARK LOGO: MNDT
 DJ3686_PROJECTION: RECESSED 5 CENTIMETERS
 DJ3686_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DJ3686_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DJ3686_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DJ3686+SATELLITE: SATELLITE OBSERVATIONS - September 10, 2024
 DJ3686_ROD/PIPE-DEPTH: 10.1 meters
 DJ3686
 DJ3686  HISTORY     - Date     Condition        Report By
 DJ3686  HISTORY     - 2005     MONUMENTED       MNDT
 DJ3686  HISTORY     - 20240910 GOOD             MNDT
 DJ3686
 DJ3686                          STATION DESCRIPTION
 DJ3686
 DJ3686'DESCRIBED BY MN DEPT OF TRANSP 2005
 DJ3686'THE MARK IS 2.5 MILES (4.0 KM) SOUTHWEST OF CALEDONIA, 1.05 MI (1.7
 DJ3686'KM) (1.69 KM) SOUTH AND WEST ALONG TRUNK HIGHWAY 44 FROM SOUTH
 DJ3686'JUNCTION OF TRUNK HIGHWAY 44 AND TRUNK HIGHWAY 76 (2.5 MILES SOUTH OF
 DJ3686'CALEDONIA), AT TRUNK HIGHWAY 44 MILE POINT 49.55, 65.7 FEET (20.0 M)
 DJ3686'NORTH OF TRUNK HIGHWAY 44, 3.9 FEET (1.2 M) SOUTH-SOUTHWEST OF A FENCE
 DJ3686'CORNER, 1.0 FEET (0.3 M) SOUTH OF A WITNESS POST.
 DJ3686
 DJ3686                          STATION RECOVERY (2024)
 DJ3686
 DJ3686'RECOVERY NOTE BY MN DEPT OF TRANSP 2024 (KMS)
 DJ3686'THE MARK IS 2.5 MI (4.0 KM) SOUTHWEST OF CALEDONIA, 1.05 MI (1.69 KM)
 DJ3686'SOUTH AND WEST ALONG TRUNK HIGHWAY 44 FROM THE SOUTH JUNCTION OF TRUNK
 DJ3686'HIGHWAY 44 AND TRUNK HIGHWAY 76 (THE JUNCTION IS 2.5 MI (4.0 KM) SOUTH
 DJ3686'OF CALEDONIA), AT TRUNK HIGHWAY 44 MILE POINT 49.55, 65.7 FT (20.0 M)
 DJ3686'NORTH OF TRUNK HIGHWAY 44, 3.9 FT (1.2 M) SOUTH-SOUTHWEST OF A FENCE
 DJ3686'CORNER, 1.0 FT (0.3 M) SOUTH OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DJ3687 ***********************************************************************
 DJ3687  DESIGNATION -  2803 K
 DJ3687  PID         -  DJ3687
 DJ3687  STATE/COUNTY-  MN/HOUSTON
 DJ3687  COUNTRY     -  US
 DJ3687  USGS QUAD   -  WILMINGTON (2019)
 DJ3687
 DJ3687                         *CURRENT SURVEY CONTROL
 DJ3687  ______________________________________________________________________
 DJ3687* NAD 83(2011) POSITION- 43 35 39.99116(N) 091 32 45.21434(W)   ADJUSTED
 DJ3687* NAD 83(2011) ELLIP HT-   325.823 (meters)        (06/27/12)   ADJUSTED
 DJ3687* NAD 83(2011) EPOCH   -  2010.00
 DJ3687* NAVD 88 ORTHO HEIGHT -   356.405 (meters)     1169.31  (feet) ADJUSTED
 DJ3687  ______________________________________________________________________
 DJ3687  GEOID HEIGHT    -        -30.585 (meters)                     GEOID18
 DJ3687  NAD 83(2011) X  -   -124,822.855 (meters)                     COMP
 DJ3687  NAD 83(2011) Y  - -4,625,215.231 (meters)                     COMP
 DJ3687  NAD 83(2011) Z  -  4,375,791.707 (meters)                     COMP
 DJ3687  LAPLACE CORR    -         -6.22  (seconds)                    DEFLEC18
 DJ3687  DYNAMIC HEIGHT  -        356.332 (meters)     1169.07  (feet) COMP
 DJ3687  MODELED GRAVITY -    980,404.1   (mgal)                       NAVD 88
 DJ3687
 DJ3687  VERT ORDER      -  SECOND    CLASS I
 DJ3687
 DJ3687  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DJ3687  Standards:
 DJ3687         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DJ3687            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DJ3687  -------------------------------------------------------------------
 DJ3687  NETWORK    0.28   0.43           0.13   0.09   0.22     -0.01057909
 DJ3687  -------------------------------------------------------------------
 DJ3687  Click here for local accuracies and other accuracy information.
 DJ3687
 DJ3687.The horizontal coordinates were established by GPS observations
 DJ3687.and adjusted by the National Geodetic Survey in June 2012.
 DJ3687
 DJ3687.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DJ3687.been affixed to the stable North American tectonic plate. See 
 DJ3687.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DJ3687
 DJ3687.The horizontal coordinates are valid at the epoch date displayed above
 DJ3687.which is a decimal equivalence of Year/Month/Day.
 DJ3687
 DJ3687.The orthometric height was determined by differential leveling and
 DJ3687.adjusted by the NATIONAL GEODETIC SURVEY
 DJ3687.in May 2008.
 DJ3687
 DJ3687.Significant digits in the geoid height do not necessarily reflect accuracy.
 DJ3687.GEOID18 height accuracy estimate available here.
 DJ3687
 DJ3687.Click photographs - Photos may exist for this station.
 DJ3687
 DJ3687.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DJ3687
 DJ3687.The Laplace correction was computed from DEFLEC18 derived deflections.
 DJ3687
 DJ3687.The ellipsoidal height was determined by GPS observations
 DJ3687.and is referenced to NAD 83.
 DJ3687
 DJ3687.The dynamic height is computed by dividing the NAVD 88
 DJ3687.geopotential number by the normal gravity value computed on the
 DJ3687.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ3687.degrees latitude (g = 980.6199 gals.).
 DJ3687
 DJ3687.The modeled gravity was interpolated from observed gravity values.
 DJ3687
 DJ3687. The following values were computed from the NAD 83(2011) position.
 DJ3687
 DJ3687;                    North         East     Units Scale Factor Converg.
 DJ3687;SPC MN S     -   169,025.892   998,149.797   MT  1.00004628   +1 43 12.5
 DJ3687;SPC MN S     -   554,545.78  3,274,763.13   sFT  1.00004628   +1 43 12.5
 DJ3687;UTM  15      - 4,827,857.145   617,373.561   MT  0.99976946   +1 00 10.1
 DJ3687
 DJ3687!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DJ3687!SPC MN S     -   0.99994891  x   1.00004628  =   0.99999519
 DJ3687!UTM  15      -   0.99994891  x   0.99976946  =   0.99971838
 DJ3687
 DJ3687_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXJ1737327857(NAD 83)
 DJ3687
 DJ3687                          SUPERSEDED SURVEY CONTROL
 DJ3687
 DJ3687  NAD 83(2007)-  43 35 39.99138(N)    091 32 45.21551(W) AD(2002.00) 1
 DJ3687  ELLIP H (09/09/09)  325.849  (m)                       GP(2002.00) 4 1
 DJ3687  NAVD 88             356.41   (m)         1169.3    (f) LEVELING    3  
 DJ3687
 DJ3687.Superseded values are not recommended for survey control.
 DJ3687
 DJ3687.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ3687.See file dsdata.pdf to determine how the superseded data were derived.
 DJ3687
 DJ3687_MARKER: DD = SURVEY DISK
 DJ3687_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DJ3687_STAMPING: 2803 K 2005
 DJ3687_MARK LOGO: MNDT
 DJ3687_PROJECTION: FLUSH
 DJ3687_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DJ3687_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DJ3687_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DJ3687+SATELLITE: SATELLITE OBSERVATIONS - September 10, 2024
 DJ3687_ROD/PIPE-DEPTH: 6.1 meters
 DJ3687
 DJ3687  HISTORY     - Date     Condition        Report By
 DJ3687  HISTORY     - 2005     MONUMENTED       MNDT
 DJ3687  HISTORY     - 20080306 GOOD             MNDT
 DJ3687  HISTORY     - 20201215 GOOD             MNDT
 DJ3687  HISTORY     - 20240910 GOOD             MNDT
 DJ3687
 DJ3687                          STATION DESCRIPTION
 DJ3687
 DJ3687'DESCRIBED BY MN DEPT OF TRANSP 2005
 DJ3687'THE MARK IS 3.5 MILES (5.6 KM) SOUTHWEST OF CALEDONIA, 1.95 MI (3.1
 DJ3687'KM) WEST AND SOUTHWEST ALONG TRUNK HIGHWAY 44 FROM SOUTH JUNCTION OF
 DJ3687'TRUNK HIGHWAY 44 AND TRUNK HIGHWAY 76 (2.5 MILES SOUTH OF CALEDONIA),
 DJ3687'AT TRUNK HIGHWAY 44 MILE POINT 48.45, 95.4 FEET (29.1 M) NORTHWEST OF
 DJ3687'TRUNK HIGHWAY 44, 5.5 FEET (1.7 M) SOUTHWEST OF A FENCE CORNER, 1.0
 DJ3687'FOOT (0.3 M) SOUTHEAST OF A WITNESS POST.
 DJ3687
 DJ3687                          STATION RECOVERY (2008)
 DJ3687
 DJ3687'RECOVERY NOTE BY MN DEPT OF TRANSP 2008 (TNP)
 DJ3687'THE MARK WAS RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.
 DJ3687'THE MARK IS 3.5 MILES SOUTHWEST OF CALEDONIA, 1.95 MILES WEST AND
 DJ3687'SOUTHWEST ALONG TRUNK HIGHWAY 44 FROM SOUTH JUNCTION OF TRUNK HIGHWAY
 DJ3687'44 AND TRUNK HIGHWAY 76 WHICH IS 2.5 MILES SOUTH OF CALEDONIA, AT
 DJ3687'TRUNK HIGHWAY 44 MILEPOINT 48.45, 95.4 FEET NORTHWEST OF TRUNK HIGHWAY
 DJ3687'44, 5.5 FEET SOUTHWEST OF FENCE CORNER, 1.0 FOOT SOUTHEAST OF WITNESS
 DJ3687'POST.
 DJ3687
 DJ3687                          STATION RECOVERY (2020)
 DJ3687
 DJ3687'RECOVERY NOTE BY MN DEPT OF TRANSP 2020 (KMS)
 DJ3687'RECOVERED IN GOOD CONDITION.
 DJ3687
 DJ3687                          STATION RECOVERY (2024)
 DJ3687
 DJ3687'RECOVERY NOTE BY MN DEPT OF TRANSP 2024 (KMS)
 DJ3687'3.5 MI (5.6 KM) SOUTHWEST OF CALEDONIA, 1.95 MI (3.14 KM) WEST AND
 DJ3687'SOUTHWEST ALONG TRUNK HIGHWAY 44 FROM THE SOUTH JUNCTION OF TRUNK
 DJ3687'HIGHWAY 44 AND TRUNK HIGHWAY 76 (THE JUNCTION IS 2.5 MI (4.0 KM) SOUTH
 DJ3687'OF CALEDONIA), AT TRUNK HIGHWAY 44 MILE POINT 48.45, 95.4 FT (29.1 M)
 DJ3687'NORTHWEST OF TRUNK HIGHWAY 44, 5.5 FT (1.7 M) SOUTHWEST OF A FENCE
 DJ3687'CORNER, 1.0 FT (0.3 M) SOUTHEAST OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DJ3689 ***********************************************************************
 DJ3689  DESIGNATION -  2803 L
 DJ3689  PID         -  DJ3689
 DJ3689  STATE/COUNTY-  MN/HOUSTON
 DJ3689  COUNTRY     -  US
 DJ3689  USGS QUAD   -  WILMINGTON (2019)
 DJ3689
 DJ3689                         *CURRENT SURVEY CONTROL
 DJ3689  ______________________________________________________________________
 DJ3689* NAD 83(2011) POSITION- 43 35 12.96430(N) 091 33 57.28828(W)   ADJUSTED
 DJ3689* NAD 83(2011) ELLIP HT-   323.862 (meters)        (06/27/12)   ADJUSTED
 DJ3689* NAD 83(2011) EPOCH   -  2010.00
 DJ3689* NAVD 88 ORTHO HEIGHT -   354.383 (meters)     1162.67  (feet) ADJUSTED
 DJ3689  ______________________________________________________________________
 DJ3689  GEOID HEIGHT    -        -30.529 (meters)                     GEOID18
 DJ3689  NAD 83(2011) X  -   -126,454.688 (meters)                     COMP
 DJ3689  NAD 83(2011) Y  - -4,625,744.848 (meters)                     COMP
 DJ3689  NAD 83(2011) Z  -  4,375,186.191 (meters)                     COMP
 DJ3689  LAPLACE CORR    -         -5.82  (seconds)                    DEFLEC18
 DJ3689  DYNAMIC HEIGHT  -        354.310 (meters)     1162.43  (feet) COMP
 DJ3689  MODELED GRAVITY -    980,402.9   (mgal)                       NAVD 88
 DJ3689
 DJ3689  VERT ORDER      -  SECOND    CLASS I
 DJ3689
 DJ3689  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DJ3689  Standards:
 DJ3689         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DJ3689            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DJ3689  -------------------------------------------------------------------
 DJ3689  NETWORK    0.28   0.43           0.13   0.09   0.22      0.00590703
 DJ3689  -------------------------------------------------------------------
 DJ3689  Click here for local accuracies and other accuracy information.
 DJ3689
 DJ3689.The horizontal coordinates were established by GPS observations
 DJ3689.and adjusted by the National Geodetic Survey in June 2012.
 DJ3689
 DJ3689.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DJ3689.been affixed to the stable North American tectonic plate. See 
 DJ3689.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DJ3689
 DJ3689.The horizontal coordinates are valid at the epoch date displayed above
 DJ3689.which is a decimal equivalence of Year/Month/Day.
 DJ3689
 DJ3689.The orthometric height was determined by differential leveling and
 DJ3689.adjusted by the NATIONAL GEODETIC SURVEY
 DJ3689.in May 2008.
 DJ3689
 DJ3689.Significant digits in the geoid height do not necessarily reflect accuracy.
 DJ3689.GEOID18 height accuracy estimate available here.
 DJ3689
 DJ3689.Click photographs - Photos may exist for this station.
 DJ3689
 DJ3689.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DJ3689
 DJ3689.The Laplace correction was computed from DEFLEC18 derived deflections.
 DJ3689
 DJ3689.The ellipsoidal height was determined by GPS observations
 DJ3689.and is referenced to NAD 83.
 DJ3689
 DJ3689.The dynamic height is computed by dividing the NAVD 88
 DJ3689.geopotential number by the normal gravity value computed on the
 DJ3689.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ3689.degrees latitude (g = 980.6199 gals.).
 DJ3689
 DJ3689.The modeled gravity was interpolated from observed gravity values.
 DJ3689
 DJ3689. The following values were computed from the NAD 83(2011) position.
 DJ3689
 DJ3689;                    North         East     Units Scale Factor Converg.
 DJ3689;SPC MN S     -   168,143.779   996,558.611   MT  1.00004833   +1 42 22.0
 DJ3689;SPC MN S     -   551,651.71  3,269,542.71   sFT  1.00004833   +1 42 22.0
 DJ3689;UTM  15      - 4,826,995.263   615,771.905   MT  0.99976486   +0 59 19.8
 DJ3689
 DJ3689!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DJ3689!SPC MN S     -   0.99994922  x   1.00004833  =   0.99999754
 DJ3689!UTM  15      -   0.99994922  x   0.99976486  =   0.99971409
 DJ3689
 DJ3689_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXJ1577126995(NAD 83)
 DJ3689
 DJ3689                          SUPERSEDED SURVEY CONTROL
 DJ3689
 DJ3689  NAD 83(2007)-  43 35 12.96460(N)    091 33 57.28921(W) AD(2002.00) 1
 DJ3689  ELLIP H (09/09/09)  323.890  (m)                       GP(2002.00) 4 1
 DJ3689  NAVD 88             354.38   (m)         1162.7    (f) LEVELING    3  
 DJ3689
 DJ3689.Superseded values are not recommended for survey control.
 DJ3689
 DJ3689.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ3689.See file dsdata.pdf to determine how the superseded data were derived.
 DJ3689
 DJ3689_MARKER: DD = SURVEY DISK
 DJ3689_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DJ3689_STAMPING: 2803 L 2005
 DJ3689_MARK LOGO: MNDT
 DJ3689_PROJECTION: RECESSED 5 CENTIMETERS
 DJ3689_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DJ3689_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DJ3689_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DJ3689+SATELLITE: SATELLITE OBSERVATIONS - September 10, 2024
 DJ3689_ROD/PIPE-DEPTH: 3.0 meters
 DJ3689
 DJ3689  HISTORY     - Date     Condition        Report By
 DJ3689  HISTORY     - 2005     MONUMENTED       MNDT
 DJ3689  HISTORY     - 20080306 GOOD             MNDT
 DJ3689  HISTORY     - 20201215 GOOD             MNDT
 DJ3689  HISTORY     - 20240910 GOOD             MNDT
 DJ3689
 DJ3689                          STATION DESCRIPTION
 DJ3689
 DJ3689'DESCRIBED BY MN DEPT OF TRANSP 2005
 DJ3689'THE MARK IS 4.5 MILES (7.2 KM) SOUTHWEST OF CALEDONIA, 3.15 MI (5.1
 DJ3689'KM) (5.07 KM) SOUTHWEST ALONG TRUNK HIGHWAY 44 FROM SOUTH JUNCTION OF
 DJ3689'TRUNK HIGHWAY 44 AND TRUNK HIGHWAY 76 (2.5 MILES SOUTH OF CALEDONIA),
 DJ3689'AT TRUNK HIGHWAY 44 MILE POINT 47.30, 72.4 FEET (22.1 M)
 DJ3689'NORTH-NORTHWEST OF TRUNK HIGHWAY 44, 3.6 FEET (1.1 M) SOUTH-SOUTHEAST
 DJ3689'OF RIGHT OF WAY POST, 1.0 FOOT (0.3 M) SOUTHEAST OF A WITNESS POST.
 DJ3689
 DJ3689                          STATION RECOVERY (2008)
 DJ3689
 DJ3689'RECOVERY NOTE BY MN DEPT OF TRANSP 2008 (TNP)
 DJ3689'THE MARK WAS RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.
 DJ3689'THE MARK IS 4.5 MILES SOUTHWEST OF CALEDONIA, 3.15 MILES SOUTHWEST
 DJ3689'ALONG TRUNK HIGHWAY 44 FROM SOUTH JUNCTION OF TRUNK HIGHWAY 44 AND
 DJ3689'TRUNK HIGHWAY 76 WHICH IS 2.5 MILES SOUTH OF CALEDONIA, AT TRUNK
 DJ3689'HIGHWAY 44 MILEPOINT 47.30, 72.4 FEET NORTH-NORTHWEST OF TRUNK HIGHWAY
 DJ3689'44, 3.6 FEET SOUTH-SOUTHEAST OF RIGHT-OF-WAY POST, 1.0 FOOT SOUTHEAST
 DJ3689'OF WITNESS POST.
 DJ3689
 DJ3689                          STATION RECOVERY (2020)
 DJ3689
 DJ3689'RECOVERY NOTE BY MN DEPT OF TRANSP 2020 (KMS)
 DJ3689'RECOVERED IN GOOD CONDITION.
 DJ3689
 DJ3689                          STATION RECOVERY (2024)
 DJ3689
 DJ3689'RECOVERY NOTE BY MN DEPT OF TRANSP 2024 (KMS)
 DJ3689'4.5 MI (7.2 KM) SOUTHWEST OF CALEDONIA, 3.15 MI (5.07 KM) SOUTHWEST
 DJ3689'ALONG TRUNK HIGHWAY 44 FROM THE SOUTH JUNCTION OF TRUNK HIGHWAY 44 AND
 DJ3689'TRUNK HIGHWAY 76 (THE JUNCTION IS 2.5 MI (4.0 KM) SOUTH OF CALEDONIA),
 DJ3689'AT TRUNK HIGHWAY 44 MILE POINT 47.30, 72.4 FT (22.1 M) NORTH-NORTHWEST
 DJ3689'OF TRUNK HIGHWAY 44, 3.6 FT (1.1 M) SOUTH-SOUTHEAST OF A RIGHT-OF-WAY
 DJ3689'POST, 1.0 FT (0.3 M) SOUTHEAST OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DJ3690 ***********************************************************************
 DJ3690  DESIGNATION -  2803 M
 DJ3690  PID         -  DJ3690
 DJ3690  STATE/COUNTY-  MN/HOUSTON
 DJ3690  COUNTRY     -  US
 DJ3690  USGS QUAD   -  WILMINGTON (2019)
 DJ3690
 DJ3690                         *CURRENT SURVEY CONTROL
 DJ3690  ______________________________________________________________________
 DJ3690* NAD 83(1986) POSITION- 43 34 42.39   (N) 091 34 44.39   (W)   HD_HELD1
 DJ3690* NAVD 88 ORTHO HEIGHT -   395.403 (meters)     1297.25  (feet) ADJUSTED
 DJ3690  ______________________________________________________________________
 DJ3690  GEOID HEIGHT    -        -30.493 (meters)                     GEOID18
 DJ3690  DYNAMIC HEIGHT  -        395.322 (meters)     1296.99  (feet) COMP
 DJ3690  MODELED GRAVITY -    980,401.7   (mgal)                       NAVD 88
 DJ3690
 DJ3690  VERT ORDER      -  SECOND    CLASS I
 DJ3690
 DJ3690.The horizontal coordinates were determined by differentially corrected
 DJ3690.hand held GPS observations or other comparable positioning techniques
 DJ3690.and have an estimated accuracy of +/- 3 meters.
 DJ3690
 DJ3690.The orthometric height was determined by differential leveling and
 DJ3690.adjusted by the NATIONAL GEODETIC SURVEY
 DJ3690.in May 2008.
 DJ3690
 DJ3690.Significant digits in the geoid height do not necessarily reflect accuracy.
 DJ3690.GEOID18 height accuracy estimate available here.
 DJ3690
 DJ3690.Click photographs - Photos may exist for this station.
 DJ3690
 DJ3690.The dynamic height is computed by dividing the NAVD 88
 DJ3690.geopotential number by the normal gravity value computed on the
 DJ3690.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ3690.degrees latitude (g = 980.6199 gals.).
 DJ3690
 DJ3690.The modeled gravity was interpolated from observed gravity values.
 DJ3690
 DJ3690;                    North         East    Units  Estimated Accuracy
 DJ3690;SPC MN S     -   167,169.2     995,530.3     MT  (+/- 3 meters HH1 GPS) 
 DJ3690
 DJ3690_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXJ1473126033(NAD 83)
 DJ3690
 DJ3690                          SUPERSEDED SURVEY CONTROL
 DJ3690
 DJ3690.No superseded survey control is available for this station.
 DJ3690
 DJ3690_MARKER: DD = SURVEY DISK
 DJ3690_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DJ3690_STAMPING: 2803 M 2005
 DJ3690_MARK LOGO: MNDT
 DJ3690_PROJECTION: FLUSH
 DJ3690_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DJ3690_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DJ3690_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DJ3690+SATELLITE: SATELLITE OBSERVATIONS - September 10, 2024
 DJ3690_ROD/PIPE-DEPTH: 5.5 meters
 DJ3690
 DJ3690  HISTORY     - Date     Condition        Report By
 DJ3690  HISTORY     - 2005     MONUMENTED       MNDT
 DJ3690  HISTORY     - 20201215 GOOD             MNDT
 DJ3690  HISTORY     - 20240910 GOOD             MNDT
 DJ3690
 DJ3690                          STATION DESCRIPTION
 DJ3690
 DJ3690'DESCRIBED BY MN DEPT OF TRANSP 2005
 DJ3690'THE MARK IS 5.5 MILES (8.9 KM) SOUTHWEST OF CALEDONIA, 4.05 MI (6.5
 DJ3690'KM) SOUTHWEST ALONG TRUNK HIGHWAY 44 FROM SOUTH JUNCTION OF TRUNK
 DJ3690'HIGHWAY 44 AND TRUNK HIGHWAY 76 (2.5 MILES SOUTHWEST OF CALEDONIA), AT
 DJ3690'TRUNK HIGHWAY 44 MILE POINT 46.40, 66.7 FEET (20.3 M) NORTHWEST OF
 DJ3690'TRUNK HIGHWAY 44, 44.1 FEET (13.4 M) NORTHEAST OF SWITCH ROAD, 10.7
 DJ3690'FEET (3.3 M) EAST OF PEDESTAL NUMBER B5A 1, 1.0 FT (0.3 M) (0.3 M)
 DJ3690'SOUTHEAST OF A WITNESS POST.
 DJ3690
 DJ3690                          STATION RECOVERY (2020)
 DJ3690
 DJ3690'RECOVERY NOTE BY MN DEPT OF TRANSP 2020 (KMS)
 DJ3690'RECOVERED IN GOOD CONDITION.
 DJ3690
 DJ3690                          STATION RECOVERY (2024)
 DJ3690
 DJ3690'RECOVERY NOTE BY MN DEPT OF TRANSP 2024 (KMS)
 DJ3690'5.5 MI (8.8 KM) SOUTHWEST OF CALEDONIA, 4.05 MI (6.52 KM) SOUTHWEST
 DJ3690'ALONG TRUNK HIGHWAY 44 FROM THE SOUTH JUNCTION OF TRUNK HIGHWAY 44 AND
 DJ3690'TRUNK HIGHWAY 76 (THE JUNCTION IS 2.5 MI (4.0 KM) SOUTHWEST OF
 DJ3690'CALEDONIA), AT TRUNK HIGHWAY 44 MILE POINT 46.40, 66.7 FT (20.3 M)
 DJ3690'NORTHWEST OF TRUNK HIGHWAY 44, 44.1 FT (13.4 M) NORTHEAST OF SWITCH
 DJ3690'ROAD, 10.7 FT (3.3 M) EAST OF PEDESTAL NUMBER B5A 1, 1.0 FT (0.3 M)
 DJ3690'SOUTHEAST OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DJ3691 ***********************************************************************
 DJ3691  DESIGNATION -  2803 N
 DJ3691  PID         -  DJ3691
 DJ3691  STATE/COUNTY-  MN/HOUSTON
 DJ3691  COUNTRY     -  US
 DJ3691  USGS QUAD   -  WILMINGTON (2019)
 DJ3691
 DJ3691                         *CURRENT SURVEY CONTROL
 DJ3691  ______________________________________________________________________
 DJ3691* NAD 83(2011) POSITION- 43 34 22.13899(N) 091 35 44.02435(W)   ADJUSTED
 DJ3691* NAD 83(2011) ELLIP HT-   371.860 (meters)        (06/27/12)   ADJUSTED
 DJ3691* NAD 83(2011) EPOCH   -  2010.00
 DJ3691* NAVD 88 ORTHO HEIGHT -   402.310 (meters)     1319.91  (feet) ADJUSTED
 DJ3691  ______________________________________________________________________
 DJ3691  GEOID HEIGHT    -        -30.456 (meters)                     GEOID18
 DJ3691  NAD 83(2011) X  -   -128,879.439 (meters)                     COMP
 DJ3691  NAD 83(2011) Y  - -4,626,794.515 (meters)                     COMP
 DJ3691  NAD 83(2011) Z  -  4,374,082.914 (meters)                     COMP
 DJ3691  LAPLACE CORR    -         -4.58  (seconds)                    DEFLEC18
 DJ3691  DYNAMIC HEIGHT  -        402.227 (meters)     1319.64  (feet) COMP
 DJ3691  MODELED GRAVITY -    980,400.3   (mgal)                       NAVD 88
 DJ3691
 DJ3691  VERT ORDER      -  SECOND    CLASS I
 DJ3691
 DJ3691  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DJ3691  Standards:
 DJ3691         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DJ3691            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DJ3691  -------------------------------------------------------------------
 DJ3691  NETWORK    0.30   0.43           0.14   0.09   0.22     -0.02311058
 DJ3691  -------------------------------------------------------------------
 DJ3691  Click here for local accuracies and other accuracy information.
 DJ3691
 DJ3691.The horizontal coordinates were established by GPS observations
 DJ3691.and adjusted by the National Geodetic Survey in June 2012.
 DJ3691
 DJ3691.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DJ3691.been affixed to the stable North American tectonic plate. See 
 DJ3691.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DJ3691
 DJ3691.The horizontal coordinates are valid at the epoch date displayed above
 DJ3691.which is a decimal equivalence of Year/Month/Day.
 DJ3691
 DJ3691.The orthometric height was determined by differential leveling and
 DJ3691.adjusted by the NATIONAL GEODETIC SURVEY
 DJ3691.in May 2008.
 DJ3691
 DJ3691.Significant digits in the geoid height do not necessarily reflect accuracy.
 DJ3691.GEOID18 height accuracy estimate available here.
 DJ3691
 DJ3691.Click photographs - Photos may exist for this station.
 DJ3691
 DJ3691.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DJ3691
 DJ3691.The Laplace correction was computed from DEFLEC18 derived deflections.
 DJ3691
 DJ3691.The ellipsoidal height was determined by GPS observations
 DJ3691.and is referenced to NAD 83.
 DJ3691
 DJ3691.The dynamic height is computed by dividing the NAVD 88
 DJ3691.geopotential number by the normal gravity value computed on the
 DJ3691.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ3691.degrees latitude (g = 980.6199 gals.).
 DJ3691
 DJ3691.The modeled gravity was interpolated from observed gravity values.
 DJ3691
 DJ3691. The following values were computed from the NAD 83(2011) position.
 DJ3691
 DJ3691;                    North         East     Units Scale Factor Converg.
 DJ3691;SPC MN S     -   166,504.936   994,211.217   MT  1.00005225   +1 41 07.2
 DJ3691;SPC MN S     -   546,274.94  3,261,841.30   sFT  1.00005225   +1 41 07.2
 DJ3691;UTM  15      - 4,825,386.397   613,404.864   MT  0.99975819   +0 58 05.3
 DJ3691
 DJ3691!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DJ3691!SPC MN S     -   0.99994169  x   1.00005225  =   0.99999394
 DJ3691!UTM  15      -   0.99994169  x   0.99975819  =   0.99969990
 DJ3691
 DJ3691_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXJ1340425386(NAD 83)
 DJ3691
 DJ3691                          SUPERSEDED SURVEY CONTROL
 DJ3691
 DJ3691  NAD 83(2007)-  43 34 22.13929(N)    091 35 44.02528(W) AD(2002.00) 1
 DJ3691  ELLIP H (09/09/09)  371.888  (m)                       GP(2002.00) 4 1
 DJ3691  NAVD 88             402.31   (m)         1319.9    (f) LEVELING    3  
 DJ3691
 DJ3691.Superseded values are not recommended for survey control.
 DJ3691
 DJ3691.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ3691.See file dsdata.pdf to determine how the superseded data were derived.
 DJ3691
 DJ3691_MARKER: DD = SURVEY DISK
 DJ3691_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DJ3691_STAMPING: 2803 N 2005
 DJ3691_MARK LOGO: MNDT
 DJ3691_PROJECTION: FLUSH
 DJ3691_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DJ3691_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DJ3691_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DJ3691+SATELLITE: SATELLITE OBSERVATIONS - September 10, 2024
 DJ3691_ROD/PIPE-DEPTH: 7.6 meters
 DJ3691
 DJ3691  HISTORY     - Date     Condition        Report By
 DJ3691  HISTORY     - 2005     MONUMENTED       MNDT
 DJ3691  HISTORY     - 20070228 GOOD             MNDT
 DJ3691  HISTORY     - 20191003 GOOD             MNDT
 DJ3691  HISTORY     - 20240910 GOOD             MNDT
 DJ3691
 DJ3691                          STATION DESCRIPTION
 DJ3691
 DJ3691'DESCRIBED BY MN DEPT OF TRANSP 2005
 DJ3691'THE MARK IS 3.0 MILES (4.8 KM) NORTHEAST OF SPRING GROVE, 3.20 MI (5.1
 DJ3691'KM) NORTHEAST ALONG TRUNK HIGHWAY 44 FROM THE JUNCTION OF TRUNK
 DJ3691'HIGHWAY 44 AND COUNTY ROAD 16 IN SPRING GROVE, AT TRUNK HIGHWAY 44
 DJ3691'MILE POINT 45.45, 179.8 FEET (54.8 M) WEST-SOUTHWEST OF VALLEY VISTA
 DJ3691'ROAD, 72.7 FEET (22.2 M) SOUTH-SOUTHEAST OF TRUNK HIGHWAY 44, 6.1 FEET
 DJ3691'(1.9 M) NORTH OF A FENCE CORNER, 1.0 FOOT (0.3 M) NORTHWEST OF A
 DJ3691'WITNESS POST.
 DJ3691
 DJ3691                          STATION RECOVERY (2007)
 DJ3691
 DJ3691'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (TAM)
 DJ3691'THE MARK WAS RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.
 DJ3691'THE MARK IS 3.0 MILES NORTHEAST OF SPRING GROVE, 3.2 MILES NORTHEAST
 DJ3691'ALONG TRUNK HIGHWAY 44 FROM JUNCTION OF TRUNK HIGHWAY 44 AND COUNTY
 DJ3691'ROAD 16 IN SPRING GROVE, AT TRUNK HIGHWAY 44 MILEPOINT 45.45, 179.8
 DJ3691'FEET WEST-SOUTHWEST OF VALLEY VISTA ROAD, 72.7 FEET SOUTH-SOUTHEAST OF
 DJ3691'TRUNK HIGHWAY 44, 6.1 FEET NORTHWEST OF FENCE CORNER, 1.0 FOOT NORTH
 DJ3691'OF WITNESS POST.
 DJ3691
 DJ3691                          STATION RECOVERY (2019)
 DJ3691
 DJ3691'RECOVERY NOTE BY MN DEPT OF TRANSP 2019 (MPP)
 DJ3691'3.0 MI (4.8 KM) NORTHEAST OF SPRING GROVE, 3.2 MI (5.1 KM) NORTHEAST
 DJ3691'ALONG TRUNK HIGHWAY 44 FROM THE JUNCTION OF TRUNK HIGHWAY 44 AND
 DJ3691'COUNTY ROAD 16 IN SPRING GROVE, AT TRUNK HIGHWAY 44 MILE POINT 45.45,
 DJ3691'179.8 FT (54.8 M) WEST-SOUTHWEST OF VALLEY VISTA ROAD, 72.7 FT (22.2
 DJ3691'M) SOUTH-SOUTHEAST OF TRUNK HIGHWAY 44, 6.1 FT (1.9 M) NORTHWEST OF A
 DJ3691'FENCE CORNER, 1.0 FT (0.3 M) NORTH OF A WITNESS POST.
 DJ3691
 DJ3691                          STATION RECOVERY (2024)
 DJ3691
 DJ3691'RECOVERY NOTE BY MN DEPT OF TRANSP 2024 (KMS)
 DJ3691'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DJ3692 ***********************************************************************
 DJ3692  DESIGNATION -  2803 P
 DJ3692  PID         -  DJ3692
 DJ3692  STATE/COUNTY-  MN/HOUSTON
 DJ3692  COUNTRY     -  US
 DJ3692  USGS QUAD   -  WILMINGTON (2019)
 DJ3692
 DJ3692                         *CURRENT SURVEY CONTROL
 DJ3692  ______________________________________________________________________
 DJ3692* NAD 83(2011) POSITION- 43 34 01.59318(N) 091 36 50.85342(W)   ADJUSTED
 DJ3692* NAD 83(2011) ELLIP HT-   369.920 (meters)        (06/27/12)   ADJUSTED
 DJ3692* NAD 83(2011) EPOCH   -  2010.00
 DJ3692* NAVD 88 ORTHO HEIGHT -   400.337 (meters)     1313.44  (feet) ADJUSTED
 DJ3692  ______________________________________________________________________
 DJ3692  GEOID HEIGHT    -        -30.419 (meters)                     GEOID18
 DJ3692  NAD 83(2011) X  -   -130,390.769 (meters)                     COMP
 DJ3692  NAD 83(2011) Y  - -4,627,188.002 (meters)                     COMP
 DJ3692  NAD 83(2011) Z  -  4,373,622.132 (meters)                     COMP
 DJ3692  LAPLACE CORR    -         -4.29  (seconds)                    DEFLEC18
 DJ3692  DYNAMIC HEIGHT  -        400.253 (meters)     1313.16  (feet) COMP
 DJ3692  MODELED GRAVITY -    980,398.5   (mgal)                       NAVD 88
 DJ3692
 DJ3692  VERT ORDER      -  SECOND    CLASS I
 DJ3692
 DJ3692  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DJ3692  Standards:
 DJ3692         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DJ3692            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DJ3692  -------------------------------------------------------------------
 DJ3692  NETWORK    0.28   0.41           0.13   0.09   0.21      0.00924779
 DJ3692  -------------------------------------------------------------------
 DJ3692  Click here for local accuracies and other accuracy information.
 DJ3692
 DJ3692.The horizontal coordinates were established by GPS observations
 DJ3692.and adjusted by the National Geodetic Survey in June 2012.
 DJ3692
 DJ3692.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DJ3692.been affixed to the stable North American tectonic plate. See 
 DJ3692.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DJ3692
 DJ3692.The horizontal coordinates are valid at the epoch date displayed above
 DJ3692.which is a decimal equivalence of Year/Month/Day.
 DJ3692
 DJ3692.The orthometric height was determined by differential leveling and
 DJ3692.adjusted by the NATIONAL GEODETIC SURVEY
 DJ3692.in May 2008.
 DJ3692
 DJ3692.Significant digits in the geoid height do not necessarily reflect accuracy.
 DJ3692.GEOID18 height accuracy estimate available here.
 DJ3692
 DJ3692.Click photographs - Photos may exist for this station.
 DJ3692
 DJ3692.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DJ3692
 DJ3692.The Laplace correction was computed from DEFLEC18 derived deflections.
 DJ3692
 DJ3692.The ellipsoidal height was determined by GPS observations
 DJ3692.and is referenced to NAD 83.
 DJ3692
 DJ3692.The dynamic height is computed by dividing the NAVD 88
 DJ3692.geopotential number by the normal gravity value computed on the
 DJ3692.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ3692.degrees latitude (g = 980.6199 gals.).
 DJ3692
 DJ3692.The modeled gravity was interpolated from observed gravity values.
 DJ3692
 DJ3692. The following values were computed from the NAD 83(2011) position.
 DJ3692
 DJ3692;                    North         East     Units Scale Factor Converg.
 DJ3692;SPC MN S     -   165,827.149   992,730.729   MT  1.00005386   +1 40 20.4
 DJ3692;SPC MN S     -   544,051.24  3,256,984.07   sFT  1.00005386   +1 40 20.4
 DJ3692;UTM  15      - 4,824,727.389   611,916.451   MT  0.99975407   +0 57 18.9
 DJ3692
 DJ3692!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DJ3692!SPC MN S     -   0.99994200  x   1.00005386  =   0.99999585
 DJ3692!UTM  15      -   0.99994200  x   0.99975407  =   0.99969608
 DJ3692
 DJ3692_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXJ1191624727(NAD 83)
 DJ3692
 DJ3692                          SUPERSEDED SURVEY CONTROL
 DJ3692
 DJ3692  NAD 83(2007)-  43 34 01.59350(N)    091 36 50.85429(W) AD(2002.00) 1
 DJ3692  ELLIP H (09/09/09)  369.950  (m)                       GP(2002.00) 4 1
 DJ3692  NAVD 88             400.34   (m)         1313.4    (f) LEVELING    3  
 DJ3692
 DJ3692.Superseded values are not recommended for survey control.
 DJ3692
 DJ3692.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ3692.See file dsdata.pdf to determine how the superseded data were derived.
 DJ3692
 DJ3692_MARKER: DD = SURVEY DISK
 DJ3692_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DJ3692_STAMPING: 2803 P 2005
 DJ3692_MARK LOGO: MNDT
 DJ3692_PROJECTION: FLUSH
 DJ3692_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DJ3692_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DJ3692_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DJ3692+SATELLITE: SATELLITE OBSERVATIONS - September 10, 2024
 DJ3692_ROD/PIPE-DEPTH: 5.2 meters
 DJ3692
 DJ3692  HISTORY     - Date     Condition        Report By
 DJ3692  HISTORY     - 2005     MONUMENTED       MNDT
 DJ3692  HISTORY     - 20070228 GOOD             MNDT
 DJ3692  HISTORY     - 20201215 GOOD             MNDT
 DJ3692  HISTORY     - 20240910 GOOD             MNDT
 DJ3692
 DJ3692                          STATION DESCRIPTION
 DJ3692
 DJ3692'DESCRIBED BY MN DEPT OF TRANSP 2005
 DJ3692'THE MARK IS 1.50 MILES (2.41 KM) NORTHEAST OF SPRING GROVE, 1.30
 DJ3692'MILES(2.09 KM) NORTHEAST ALONG TRUNK HIGHWAY 44 FROM THE JUNCTION OF
 DJ3692'TRUNK HIGHWAY 44 AND COUNTY ROAD 16 (DIVISION AVENUE) IN SPRING GROVE,
 DJ3692'AT TRUNK HIGHWAY 44 MILE POINT 44.30, 84.2 FEET (25.7 M)
 DJ3692'NORTH-NORTHWEST OF TRUNK HIGHWAY 44, 2.9 FEET (0.9 M) SOUTH-SOUTHEAST
 DJ3692'OF FIBER CABLE MARKER, 1.0 FEET (0.3 M) SOUTH OF A WITNESS POST.
 DJ3692
 DJ3692                          STATION RECOVERY (2007)
 DJ3692
 DJ3692'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (TAM)
 DJ3692'THE MARK WAS RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.
 DJ3692'THE MARK IS 1.5 MILES NORTHEAST OF SPRING GROVE, 1.3 MILES NORTHEAST
 DJ3692'ALONG TRUNK HIGHWAY 44 FROM JUNCTION OF TRUNK HIGHWAY 44 AND COUNTY
 DJ3692'ROAD 16 (DIVISION AVENUE) IN SPRING GROVE, AT TRUNK HIGHWAY 44
 DJ3692'MILEPOINT 44.30, 84.2 FEET NORTH-NORTHWEST OF TRUNK HIGHWAY 44, 2.9
 DJ3692'FEET SOUTH-SOUTHEAST OF FIBER CABLE MARKER, 1.0 FOOT SOUTH OF WITNESS
 DJ3692'POST, ACROSS FROM LARGE BUILDING AND CABOOSES 700 EAST MAIN STEET.
 DJ3692
 DJ3692                          STATION RECOVERY (2020)
 DJ3692
 DJ3692'RECOVERY NOTE BY MN DEPT OF TRANSP 2020 (KMS)
 DJ3692'RECOVERED IN GOOD CONDITION.
 DJ3692
 DJ3692                          STATION RECOVERY (2024)
 DJ3692
 DJ3692'RECOVERY NOTE BY MN DEPT OF TRANSP 2024 (KMS)
 DJ3692'1.5 MI (2.4 KM) NORTHEAST OF SPRING GROVE, 1.3 MI (2.1 KM) NORTHEAST
 DJ3692'ALONG TRUNK HIGHWAY 44 FROM THE JUNCTION OF TRUNK HIGHWAY 44 AND
 DJ3692'COUNTY ROAD 16 (DIVISION AVENUE) IN SPRING GROVE, AT TRUNK HIGHWAY 44
 DJ3692'MILE POINT 44.30, 84.2 FT (25.7 M) NORTH-NORTHWEST OF TRUNK HIGHWAY
 DJ3692'44, 2.9 FT (0.9 M) SOUTH-SOUTHEAST OF A FIBER CABLE MARKER, 1.0 FT
 DJ3692'(0.3 M) SOUTH OF A WITNESS POST, ACROSS FROM A LARGE BUILDING AND
 DJ3692'CABOOSES (700 EAST MAIN STREET).
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DJ3693 ***********************************************************************
 DJ3693  DESIGNATION -  2803 Q
 DJ3693  PID         -  DJ3693
 DJ3693  STATE/COUNTY-  MN/HOUSTON
 DJ3693  COUNTRY     -  US
 DJ3693  USGS QUAD   -  SPRING GROVE (2019)
 DJ3693
 DJ3693                         *CURRENT SURVEY CONTROL
 DJ3693  ______________________________________________________________________
 DJ3693* NAD 83(1986) POSITION- 43 33 40.2    (N) 091 37 54.2    (W)   HD_HELD2
 DJ3693* NAVD 88 ORTHO HEIGHT -   403.597 (meters)     1324.13  (feet) ADJUSTED
 DJ3693  ______________________________________________________________________
 DJ3693  GEOID HEIGHT    -        -30.386 (meters)                     GEOID18
 DJ3693  DYNAMIC HEIGHT  -        403.512 (meters)     1323.86  (feet) COMP
 DJ3693  MODELED GRAVITY -    980,396.7   (mgal)                       NAVD 88
 DJ3693
 DJ3693  VERT ORDER      -  SECOND    CLASS I
 DJ3693
 DJ3693.The horizontal coordinates were established by autonomous hand held GPS
 DJ3693.observations and have an estimated accuracy of +/- 10 meters.
 DJ3693
 DJ3693.The orthometric height was determined by differential leveling and
 DJ3693.adjusted by the NATIONAL GEODETIC SURVEY
 DJ3693.in May 2008.
 DJ3693
 DJ3693.Significant digits in the geoid height do not necessarily reflect accuracy.
 DJ3693.GEOID18 height accuracy estimate available here.
 DJ3693
 DJ3693.Click photographs - Photos may exist for this station.
 DJ3693
 DJ3693.The dynamic height is computed by dividing the NAVD 88
 DJ3693.geopotential number by the normal gravity value computed on the
 DJ3693.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ3693.degrees latitude (g = 980.6199 gals.).
 DJ3693
 DJ3693.The modeled gravity was interpolated from observed gravity values.
 DJ3693
 DJ3693;                    North         East    Units  Estimated Accuracy
 DJ3693;SPC MN S     -   165,126.      991,329.      MT  (+/- 10 meters HH2 GPS)
 DJ3693
 DJ3693_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXJ1050624043(NAD 83)
 DJ3693
 DJ3693                          SUPERSEDED SURVEY CONTROL
 DJ3693
 DJ3693.No superseded survey control is available for this station.
 DJ3693
 DJ3693_MARKER: DD = SURVEY DISK
 DJ3693_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DJ3693_STAMPING: 2803 Q 2005
 DJ3693_MARK LOGO: MNDT
 DJ3693_PROJECTION: FLUSH
 DJ3693_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DJ3693_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DJ3693_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DJ3693+SATELLITE: SATELLITE OBSERVATIONS - September 10, 2024
 DJ3693_ROD/PIPE-DEPTH: 3.7 meters
 DJ3693
 DJ3693  HISTORY     - Date     Condition        Report By
 DJ3693  HISTORY     - 2005     MONUMENTED       MNDT
 DJ3693  HISTORY     - 20240910 GOOD             MNDT
 DJ3693
 DJ3693                          STATION DESCRIPTION
 DJ3693
 DJ3693'DESCRIBED BY MN DEPT OF TRANSP 2005
 DJ3693'THE MARK IS IN SPRING GROVE, 0.20 MILES (0.32 KM) EAST ALONG TRUNK
 DJ3693'HIGHWAY 44 FROM THE JUNCTION OF TRUNK HIGHWAY 44 AND COUNTY ROAD 16
 DJ3693'(DIVISION AVENUE) IN SPRING GROVE, AT TRUNK HIGHWAY 44 MILE POINT
 DJ3693'43.40, 31.7 FEET (9.7 M) NORTH OF TRUNK HIGHWAY 44, 29.5 FEET (9.0 M)
 DJ3693'EAST OF GROVE AVENUE NORTHEAST, 0.9 FEET (27.4 CM) SOUTH OF A WITNESS
 DJ3693'POST.
 DJ3693
 DJ3693                          STATION RECOVERY (2024)
 DJ3693
 DJ3693'RECOVERY NOTE BY MN DEPT OF TRANSP 2024 (KMS)
 DJ3693'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DJ3695 ***********************************************************************
 DJ3695  DESIGNATION -  2803 S
 DJ3695  PID         -  DJ3695
 DJ3695  STATE/COUNTY-  MN/HOUSTON
 DJ3695  COUNTRY     -  US
 DJ3695  USGS QUAD   -  SPRING GROVE (2019)
 DJ3695
 DJ3695                         *CURRENT SURVEY CONTROL
 DJ3695  ______________________________________________________________________
 DJ3695* NAD 83(1986) POSITION- 43 33 06.84   (N) 091 40 48.87   (W)   HD_HELD1
 DJ3695* NAVD 88 ORTHO HEIGHT -   391.040 (meters)     1282.94  (feet) ADJUSTED
 DJ3695  ______________________________________________________________________
 DJ3695  GEOID HEIGHT    -        -30.310 (meters)                     GEOID18
 DJ3695  DYNAMIC HEIGHT  -        390.960 (meters)     1282.67  (feet) COMP
 DJ3695  MODELED GRAVITY -    980,404.5   (mgal)                       NAVD 88
 DJ3695
 DJ3695  VERT ORDER      -  SECOND    CLASS I
 DJ3695
 DJ3695.The horizontal coordinates were determined by differentially corrected
 DJ3695.hand held GPS observations or other comparable positioning techniques
 DJ3695.and have an estimated accuracy of +/- 3 meters.
 DJ3695
 DJ3695.The orthometric height was determined by differential leveling and
 DJ3695.adjusted by the NATIONAL GEODETIC SURVEY
 DJ3695.in May 2008.
 DJ3695
 DJ3695.Significant digits in the geoid height do not necessarily reflect accuracy.
 DJ3695.GEOID18 height accuracy estimate available here.
 DJ3695
 DJ3695.Click photographs - Photos may exist for this station.
 DJ3695
 DJ3695.The dynamic height is computed by dividing the NAVD 88
 DJ3695.geopotential number by the normal gravity value computed on the
 DJ3695.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ3695.degrees latitude (g = 980.6199 gals.).
 DJ3695
 DJ3695.The modeled gravity was interpolated from observed gravity values.
 DJ3695
 DJ3695;                    North         East    Units  Estimated Accuracy
 DJ3695;SPC MN S     -   163,984.2     987,439.3     MT  (+/- 3 meters HH1 GPS) 
 DJ3695
 DJ3695_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXJ0660422951(NAD 83)
 DJ3695
 DJ3695                          SUPERSEDED SURVEY CONTROL
 DJ3695
 DJ3695.No superseded survey control is available for this station.
 DJ3695
 DJ3695_MARKER: DD = SURVEY DISK
 DJ3695_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DJ3695_STAMPING: 2803 S 2005
 DJ3695_MARK LOGO: MNDT
 DJ3695_PROJECTION: FLUSH
 DJ3695_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DJ3695_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DJ3695_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DJ3695+SATELLITE: SATELLITE OBSERVATIONS - September 10, 2024
 DJ3695_ROD/PIPE-DEPTH: 4.0 meters
 DJ3695
 DJ3695  HISTORY     - Date     Condition        Report By
 DJ3695  HISTORY     - 2005     MONUMENTED       MNDT
 DJ3695  HISTORY     - 20201215 GOOD             MNDT
 DJ3695  HISTORY     - 20240910 GOOD             MNDT
 DJ3695
 DJ3695                          STATION DESCRIPTION
 DJ3695
 DJ3695'DESCRIBED BY MN DEPT OF TRANSP 2005
 DJ3695'THE MARK IS 2.0 MILES (3.2 KM) WEST-SOUTHWEST OF SPRING GROVE, 2.40
 DJ3695'MILES (3.86 KM) WEST-SOUTHWEST ALONG TRUNK HIGHWAY 44 FROM THE
 DJ3695'JUNCTION OF TRUNK HIGHWAY 44 AND COUNTY ROAD 16 IN SPRING GROVE, AT
 DJ3695'TRUNK HIGHWAY 44 MILE POINT 40.75, 69.0 FEET (21.0 M) SOUTHEAST OF
 DJ3695'TRUNK HIGHWAY 44, 29.5 FEET (9.0 M) NORTHEAST OF DRIVEWAY NUMBER
 DJ3695'21331, 5.6 FEET (1.7 M) NORTHEAST OF CABLE PEDESTAL NUMBER D3EB1,
 DJ3695'1.0 FT (0.3 M) NORTHWEST OF A WITNESS POST.
 DJ3695
 DJ3695                          STATION RECOVERY (2020)
 DJ3695
 DJ3695'RECOVERY NOTE BY MN DEPT OF TRANSP 2020 (KMS)
 DJ3695'RECOVERED IN GOOD CONDITION.
 DJ3695
 DJ3695                          STATION RECOVERY (2024)
 DJ3695
 DJ3695'RECOVERY NOTE BY MN DEPT OF TRANSP 2024 (KMS)
 DJ3695'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DJ3696 ***********************************************************************
 DJ3696  DESIGNATION -  2803 T
 DJ3696  PID         -  DJ3696
 DJ3696  STATE/COUNTY-  MN/HOUSTON
 DJ3696  COUNTRY     -  US
 DJ3696  USGS QUAD   -  SPRING GROVE (2019)
 DJ3696
 DJ3696                         *CURRENT SURVEY CONTROL
 DJ3696  ______________________________________________________________________
 DJ3696* NAD 83(2011) POSITION- 43 32 36.76519(N) 091 41 39.43641(W)   ADJUSTED
 DJ3696* NAD 83(2011) ELLIP HT-   354.066 (meters)        (06/27/12)   ADJUSTED
 DJ3696* NAD 83(2011) EPOCH   -  2010.00
 DJ3696* NAVD 88 ORTHO HEIGHT -   384.357 (meters)     1261.01  (feet) ADJUSTED
 DJ3696  ______________________________________________________________________
 DJ3696  GEOID HEIGHT    -        -30.286 (meters)                     GEOID18
 DJ3696  NAD 83(2011) X  -   -136,917.490 (meters)                     COMP
 DJ3696  NAD 83(2011) Y  - -4,628,792.799 (meters)                     COMP
 DJ3696  NAD 83(2011) Z  -  4,371,713.832 (meters)                     COMP
 DJ3696  LAPLACE CORR    -         -3.40  (seconds)                    DEFLEC18
 DJ3696  DYNAMIC HEIGHT  -        384.280 (meters)     1260.76  (feet) COMP
 DJ3696  MODELED GRAVITY -    980,406.7   (mgal)                       NAVD 88
 DJ3696
 DJ3696  VERT ORDER      -  SECOND    CLASS I
 DJ3696
 DJ3696  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DJ3696  Standards:
 DJ3696         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DJ3696            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DJ3696  -------------------------------------------------------------------
 DJ3696  NETWORK    0.34   0.49           0.16   0.11   0.25      0.09156911
 DJ3696  -------------------------------------------------------------------
 DJ3696  Click here for local accuracies and other accuracy information.
 DJ3696
 DJ3696.The horizontal coordinates were established by GPS observations
 DJ3696.and adjusted by the National Geodetic Survey in June 2012.
 DJ3696
 DJ3696.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DJ3696.been affixed to the stable North American tectonic plate. See 
 DJ3696.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DJ3696
 DJ3696.The horizontal coordinates are valid at the epoch date displayed above
 DJ3696.which is a decimal equivalence of Year/Month/Day.
 DJ3696
 DJ3696.The orthometric height was determined by differential leveling and
 DJ3696.adjusted by the NATIONAL GEODETIC SURVEY
 DJ3696.in May 2008.
 DJ3696
 DJ3696.Significant digits in the geoid height do not necessarily reflect accuracy.
 DJ3696.GEOID18 height accuracy estimate available here.
 DJ3696
 DJ3696.Click photographs - Photos may exist for this station.
 DJ3696
 DJ3696.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DJ3696
 DJ3696.The Laplace correction was computed from DEFLEC18 derived deflections.
 DJ3696
 DJ3696.The ellipsoidal height was determined by GPS observations
 DJ3696.and is referenced to NAD 83.
 DJ3696
 DJ3696.The dynamic height is computed by dividing the NAVD 88
 DJ3696.geopotential number by the normal gravity value computed on the
 DJ3696.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ3696.degrees latitude (g = 980.6199 gals.).
 DJ3696
 DJ3696.The modeled gravity was interpolated from observed gravity values.
 DJ3696
 DJ3696. The following values were computed from the NAD 83(2011) position.
 DJ3696
 DJ3696;                    North         East     Units Scale Factor Converg.
 DJ3696;SPC MN S     -   163,024.242   986,330.840   MT  1.00006057   +1 36 58.1
 DJ3696;SPC MN S     -   534,855.37  3,235,987.10   sFT  1.00006057   +1 36 58.1
 DJ3696;UTM  15      - 4,822,005.615   605,484.003   MT  0.99973686   +0 53 58.5
 DJ3696
 DJ3696!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DJ3696!SPC MN S     -   0.99994448  x   1.00006057  =   1.00000505
 DJ3696!UTM  15      -   0.99994448  x   0.99973686  =   0.99968136
 DJ3696
 DJ3696_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXJ0548422005(NAD 83)
 DJ3696
 DJ3696                          SUPERSEDED SURVEY CONTROL
 DJ3696
 DJ3696  NAD 83(2007)-  43 32 36.76544(N)    091 41 39.43738(W) AD(2002.00) 1
 DJ3696  ELLIP H (09/09/09)  354.098  (m)                       GP(2002.00) 4 1
 DJ3696  NAVD 88             384.36   (m)         1261.0    (f) LEVELING    3  
 DJ3696
 DJ3696.Superseded values are not recommended for survey control.
 DJ3696
 DJ3696.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ3696.See file dsdata.pdf to determine how the superseded data were derived.
 DJ3696
 DJ3696_MARKER: DD = SURVEY DISK
 DJ3696_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DJ3696_STAMPING: 2803 T 2005
 DJ3696_MARK LOGO: MNDT
 DJ3696_PROJECTION: FLUSH
 DJ3696_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DJ3696_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DJ3696_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DJ3696+SATELLITE: SATELLITE OBSERVATIONS - September 10, 2024
 DJ3696_ROD/PIPE-DEPTH: 3.7 meters
 DJ3696
 DJ3696  HISTORY     - Date     Condition        Report By
 DJ3696  HISTORY     - 2005     MONUMENTED       MNDT
 DJ3696  HISTORY     - 20070228 GOOD             MNDT
 DJ3696  HISTORY     - 20201215 GOOD             MNDT
 DJ3696  HISTORY     - 20240910 GOOD             MNDT
 DJ3696
 DJ3696                          STATION DESCRIPTION
 DJ3696
 DJ3696'DESCRIBED BY MN DEPT OF TRANSP 2005
 DJ3696'THE MARK IS 3.0 MILES (4.8 KM) SOUTHWEST OF SPRING GROVE, 3.45 MI (5.6
 DJ3696'KM) SOUTHWEST ALONG TRUNK HIGHWAY 44 FROM THE JUNCTION OF TRUNK
 DJ3696'HIGHWAY 44 AND COUNTY ROAD 16 IN SPRING GROVE, AT TRUNK HIGHWAY 44
 DJ3696'MILE POINT 39.70, 56.9 FEET (17.3 M) WEST OF QUARRY DRIVEWAY, 54.4
 DJ3696'FEET (16.6 M) SOUTH OF TRUNK HIGHWAY 44, 0.9 FEET (27.4 CM) NORTH OF A
 DJ3696'WITNESS POST.
 DJ3696
 DJ3696                          STATION RECOVERY (2007)
 DJ3696
 DJ3696'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (TAM)
 DJ3696'THE MARK WAS RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.
 DJ3696'THE MARK IS 3.0 MILES SOUTHWEST OF SPRING GROVE, 3.45 MILES SOUTHWEST
 DJ3696'ALONG TRUNK HIGHWAY 44 FROM JUNCTION OF TRUNK HGIHWAY 44 AND COUNTY
 DJ3696'ROAD 16 IN SPRING GROVE, AT TRUNK HIGHWAY 44 MILEPOINT 39.70, 56.9
 DJ3696'FEET WEST OF QUARRY DRIVEWAY, 54.4 FEET SOUTH OF TRUNK HIGHWAY 44, 0.9
 DJ3696'FOOT NORTH OF WITNESS POST.
 DJ3696
 DJ3696                          STATION RECOVERY (2020)
 DJ3696
 DJ3696'RECOVERY NOTE BY MN DEPT OF TRANSP 2020 (KMS)
 DJ3696'3.0 MI (4.8 KM) SOUTHWEST OF SPRING GROVE, 3.45 MI (5.55 KM) SOUTHWEST
 DJ3696'ALONG TRUNK HIGHWAY 44 FROM THE JUNCTION OF TRUNK HIGHWAY 44 AND
 DJ3696'COUNTY ROAD 16 IN SPRING GROVE, AT TRUNK HIGHWAY 44 MILE POINT 39.70,
 DJ3696'56.9 FT (17.3 M) WEST OF QUARRY DRIVEWAY NUMBER 22195, 54.4 FT (16.6
 DJ3696'M) SOUTH OF TRUNK HIGHWAY 44, 0.9 FT (27 CM) NORTH OF A WITNESS POST.
 DJ3696
 DJ3696                          STATION RECOVERY (2024)
 DJ3696
 DJ3696'RECOVERY NOTE BY MN DEPT OF TRANSP 2024 (KMS)
 DJ3696'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DJ3697 ***********************************************************************
 DJ3697  DESIGNATION -  2803 U
 DJ3697  PID         -  DJ3697
 DJ3697  STATE/COUNTY-  MN/HOUSTON
 DJ3697  COUNTRY     -  US
 DJ3697  USGS QUAD   -  SPRING GROVE (2019)
 DJ3697
 DJ3697                         *CURRENT SURVEY CONTROL
 DJ3697  ______________________________________________________________________
 DJ3697* NAD 83(1986) POSITION- 43 32 11.48   (N) 091 42 43.78   (W)   HD_HELD1
 DJ3697* NAVD 88 ORTHO HEIGHT -   348.499 (meters)     1143.37  (feet) ADJUSTED
 DJ3697  ______________________________________________________________________
 DJ3697  GEOID HEIGHT    -        -30.257 (meters)                     GEOID18
 DJ3697  DYNAMIC HEIGHT  -        348.430 (meters)     1143.14  (feet) COMP
 DJ3697  MODELED GRAVITY -    980,409.0   (mgal)                       NAVD 88
 DJ3697
 DJ3697  VERT ORDER      -  SECOND    CLASS I
 DJ3697
 DJ3697.The horizontal coordinates were determined by differentially corrected
 DJ3697.hand held GPS observations or other comparable positioning techniques
 DJ3697.and have an estimated accuracy of +/- 3 meters.
 DJ3697
 DJ3697.The orthometric height was determined by differential leveling and
 DJ3697.adjusted by the NATIONAL GEODETIC SURVEY
 DJ3697.in May 2008.
 DJ3697
 DJ3697.Significant digits in the geoid height do not necessarily reflect accuracy.
 DJ3697.GEOID18 height accuracy estimate available here.
 DJ3697
 DJ3697.Click photographs - Photos may exist for this station.
 DJ3697
 DJ3697.The dynamic height is computed by dividing the NAVD 88
 DJ3697.geopotential number by the normal gravity value computed on the
 DJ3697.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ3697.degrees latitude (g = 980.6199 gals.).
 DJ3697
 DJ3697.The modeled gravity was interpolated from observed gravity values.
 DJ3697
 DJ3697;                    North         East    Units  Estimated Accuracy
 DJ3697;SPC MN S     -   162,203.6     984,908.7     MT  (+/- 3 meters HH1 GPS) 
 DJ3697
 DJ3697_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXJ0405221203(NAD 83)
 DJ3697
 DJ3697                          SUPERSEDED SURVEY CONTROL
 DJ3697
 DJ3697.No superseded survey control is available for this station.
 DJ3697
 DJ3697_MARKER: DD = SURVEY DISK
 DJ3697_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DJ3697_STAMPING: 2803 U 2005
 DJ3697_MARK LOGO: MNDT
 DJ3697_PROJECTION: FLUSH
 DJ3697_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DJ3697_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DJ3697_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DJ3697+SATELLITE: SATELLITE OBSERVATIONS - September 10, 2024
 DJ3697_ROD/PIPE-DEPTH: 10.7 meters
 DJ3697
 DJ3697  HISTORY     - Date     Condition        Report By
 DJ3697  HISTORY     - 2005     MONUMENTED       MNDT
 DJ3697  HISTORY     - 20201215 GOOD             MNDT
 DJ3697  HISTORY     - 20240910 GOOD             MNDT
 DJ3697
 DJ3697                          STATION DESCRIPTION
 DJ3697
 DJ3697'DESCRIBED BY MN DEPT OF TRANSP 2005
 DJ3697'THE MARK IS 4.50 MILES (7.24 KM) SOUTHWEST OF SPRING GROVE, 4.55
 DJ3697'MILES(7.32 KM) SOUTHWEST ALONG TRUNK HIGHWAY 44 FROM THE JUNCTION OF
 DJ3697'TRUNK HIGHWAY 44 AND COUNTY ROAD 16 IN SPRING GROVE, AT TRUNK HIGHWAY
 DJ3697'44 MILE POINT 38.65, 61.4 FEET (18.7 M) NORTHWEST OF TRUNK HIGHWAY 44,
 DJ3697'33.2 FEET (10.1 M) NORTHEAST OF A POWER POLE, 25.7 FEET (7.8 M)
 DJ3697'SOUTHWEST OF ENTRANCE, 1.0 FOOT (0.3 M) SOUTHEAST OF A WITNESS POST.
 DJ3697
 DJ3697                          STATION RECOVERY (2020)
 DJ3697
 DJ3697'RECOVERY NOTE BY MN DEPT OF TRANSP 2020 (KMS)
 DJ3697'RECOVERED IN GOOD CONDITION.
 DJ3697
 DJ3697                          STATION RECOVERY (2024)
 DJ3697
 DJ3697'RECOVERY NOTE BY MN DEPT OF TRANSP 2024 (KMS)
 DJ3697'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DQ6618 ***********************************************************************
 DQ6618  DESIGNATION -  2804 A
 DQ6618  PID         -  DQ6618
 DQ6618  STATE/COUNTY-  MN/HOUSTON
 DQ6618  COUNTRY     -  US
 DQ6618  USGS QUAD   -  CALEDONIA (2019)
 DQ6618
 DQ6618                         *CURRENT SURVEY CONTROL
 DQ6618  ______________________________________________________________________
 DQ6618* NAD 83(1986) POSITION- 43 38 35.96   (N) 091 29 49.39   (W)   HD_HELD1
 DQ6618* NAVD 88 ORTHO HEIGHT -   347.720 (meters)     1140.81  (feet) ADJUSTED
 DQ6618  ______________________________________________________________________
 DQ6618  GEOID HEIGHT    -        -30.763 (meters)                     GEOID18
 DQ6618  DYNAMIC HEIGHT  -        347.649 (meters)     1140.58  (feet) COMP
 DQ6618  MODELED GRAVITY -    980,404.9   (mgal)                       NAVD 88
 DQ6618
 DQ6618  VERT ORDER      -  SECOND    CLASS I
 DQ6618
 DQ6618.The horizontal coordinates were determined by differentially corrected
 DQ6618.hand held GPS observations or other comparable positioning techniques
 DQ6618.and have an estimated accuracy of +/- 3 meters.
 DQ6618
 DQ6618.The orthometric height was determined by differential leveling and
 DQ6618.adjusted by the NATIONAL GEODETIC SURVEY
 DQ6618.in May 2019.
 DQ6618
 DQ6618.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ6618.GEOID18 height accuracy estimate available here.
 DQ6618
 DQ6618.Click photographs - Photos may exist for this station.
 DQ6618
 DQ6618.The dynamic height is computed by dividing the NAVD 88
 DQ6618.geopotential number by the normal gravity value computed on the
 DQ6618.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ6618.degrees latitude (g = 980.6199 gals.).
 DQ6618
 DQ6618.The modeled gravity was interpolated from observed gravity values.
 DQ6618
 DQ6618;                    North         East    Units  Estimated Accuracy
 DQ6618;SPC MN S     -   174,574.0   1,001,925.8     MT  (+/- 3 meters HH1 GPS) 
 DQ6618
 DQ6618_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXJ2121733356(NAD 83)
 DQ6618
 DQ6618                          SUPERSEDED SURVEY CONTROL
 DQ6618
 DQ6618.No superseded survey control is available for this station.
 DQ6618
 DQ6618_MARKER: I = METAL ROD
 DQ6618_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DQ6618_STAMPING: 2804 A 2017
 DQ6618_MARK LOGO: MNDT
 DQ6618_PROJECTION: RECESSED 10 CENTIMETERS
 DQ6618_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DQ6618_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ6618_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ6618+SATELLITE: SATELLITE OBSERVATIONS - September 11, 2024
 DQ6618_ROD/PIPE-DEPTH: 6.1 meters
 DQ6618
 DQ6618  HISTORY     - Date     Condition        Report By
 DQ6618  HISTORY     - 20170410 MONUMENTED       MNDT
 DQ6618  HISTORY     - 20240911 GOOD             MNDT
 DQ6618
 DQ6618                          STATION DESCRIPTION
 DQ6618
 DQ6618'DESCRIBED BY MN DEPT OF TRANSP 2017
 DQ6618'THE STATION IS LOCATED ABOUT 7.0 MI (11.3 KM) NORTH-NORTHEAST OF
 DQ6618'WILMINGTON, 5.4 MI (8.7 KM) EAST-SOUTHEAST OF SHELDON AND IN THE TOWN
 DQ6618'OF CALEDONIA, MN.
 DQ6618'
 DQ6618'TO REACH THE MARK GO AT THE NORTH JUNCTION OF TRUNK HIGHWAY 44 AND
 DQ6618'TRUNK HIGHWAY 76 IN CALEDONIA, AT TRUNK HIGHWAY 44 MILE POINT 53.6.
 DQ6618'
 DQ6618'THE MARK IS LOCATED 38.8 FT (11.8 M) SOUTHEAST OF TRUNK HIGHWAY 44,
 DQ6618'106.1 FT (32.3 M) NORTHEAST OF TRUNK HIGHWAY 76 EXTENDED, 1.5 FT (0.5
 DQ6618'M) NORTHWEST OF A WITNESS POST.
 DQ6618'
 DQ6618'NOTE-THE STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM ROD
 DQ6618'DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION REMOVABLE DISK
 DQ6618'SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH PVC
 DQ6618'PIPE BACK FILLED WITH WASHED SAND.
 DQ6618
 DQ6618                          STATION RECOVERY (2024)
 DQ6618
 DQ6618'RECOVERY NOTE BY MN DEPT OF TRANSP 2024 (RMJ)
 DQ6618'IN CALEDONIA, AT THE NORTH JUNCTION OF TRUNK HIGHWAY 44 AND TRUNK
 DQ6618'HIGHWAY 76 IN CALEDONIA, AT TRUNK HIGHWAY 44 MILE POINT 53.6, 38.8 FT
 DQ6618'(11.8 M) SOUTHEAST OF TRUNK HIGHWAY 44, 106.1 FT (32.3 M) NORTHEAST OF
 DQ6618'TRUNK HIGHWAY 76 EXTENDED, 1.5 FT (0.5 M) NORTHWEST OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DQ6617 ***********************************************************************
 DQ6617  DESIGNATION -  2804 B
 DQ6617  PID         -  DQ6617
 DQ6617  STATE/COUNTY-  MN/HOUSTON
 DQ6617  COUNTRY     -  US
 DQ6617  USGS QUAD   -  CALEDONIA (2019)
 DQ6617
 DQ6617                         *CURRENT SURVEY CONTROL
 DQ6617  ______________________________________________________________________
 DQ6617* NAD 83(1986) POSITION- 43 38 52.69   (N) 091 29 31.94   (W)   HD_HELD1
 DQ6617* NAVD 88 ORTHO HEIGHT -   350.732 (meters)     1150.69  (feet) ADJUSTED
 DQ6617  ______________________________________________________________________
 DQ6617  GEOID HEIGHT    -        -30.780 (meters)                     GEOID18
 DQ6617  DYNAMIC HEIGHT  -        350.660 (meters)     1150.46  (feet) COMP
 DQ6617  MODELED GRAVITY -    980,405.5   (mgal)                       NAVD 88
 DQ6617
 DQ6617  VERT ORDER      -  SECOND    CLASS I
 DQ6617
 DQ6617.The horizontal coordinates were determined by differentially corrected
 DQ6617.hand held GPS observations or other comparable positioning techniques
 DQ6617.and have an estimated accuracy of +/- 3 meters.
 DQ6617
 DQ6617.The orthometric height was determined by differential leveling and
 DQ6617.adjusted by the NATIONAL GEODETIC SURVEY
 DQ6617.in May 2019.
 DQ6617
 DQ6617.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ6617.GEOID18 height accuracy estimate available here.
 DQ6617
 DQ6617.Click photographs - Photos may exist for this station.
 DQ6617
 DQ6617.The dynamic height is computed by dividing the NAVD 88
 DQ6617.geopotential number by the normal gravity value computed on the
 DQ6617.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ6617.degrees latitude (g = 980.6199 gals.).
 DQ6617
 DQ6617.The modeled gravity was interpolated from observed gravity values.
 DQ6617
 DQ6617;                    North         East    Units  Estimated Accuracy
 DQ6617;SPC MN S     -   175,102.1   1,002,300.8     MT  (+/- 3 meters HH1 GPS) 
 DQ6617
 DQ6617_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXJ2159933879(NAD 83)
 DQ6617
 DQ6617                          SUPERSEDED SURVEY CONTROL
 DQ6617
 DQ6617.No superseded survey control is available for this station.
 DQ6617
 DQ6617_MARKER: I = METAL ROD
 DQ6617_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DQ6617_STAMPING: 2804 B 2017
 DQ6617_MARK LOGO: MNDT
 DQ6617_PROJECTION: RECESSED 5 CENTIMETERS
 DQ6617_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DQ6617_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ6617_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ6617+SATELLITE: SATELLITE OBSERVATIONS - September 16, 2024
 DQ6617_ROD/PIPE-DEPTH: 4.3 meters
 DQ6617
 DQ6617  HISTORY     - Date     Condition        Report By
 DQ6617  HISTORY     - 20170406 MONUMENTED       MNDT
 DQ6617  HISTORY     - 20240916 GOOD             MNDT
 DQ6617
 DQ6617                          STATION DESCRIPTION
 DQ6617
 DQ6617'DESCRIBED BY MN DEPT OF TRANSP 2017
 DQ6617'THE STATION IS LOCATED ABOUT 7.4 MI (11.9 KM) NORTH-NORTHEAST OF
 DQ6617'WILMINGTON, 5.5 MI (8.8 KM) EAST-SOUTHEAST OF SHELDON AND 0.9 MI (1.4
 DQ6617'KM) NORTH-NORTHEAST OF CALEDONIA.
 DQ6617'
 DQ6617'TO REACH THE MARK GO 0.4 MI (0.6 KM) NORTH ALONG TRUNK HIGHWAY 44 FROM
 DQ6617'THE NORTH JUNCTION OF TRUNK HIGHWAY 44 AND TRUNK HIGHWAY 76 IN
 DQ6617'CALEDONIA, AT TRUNK HIGHWAY 44 MILE POINT 54.0.
 DQ6617'
 DQ6617'THE MARK IS LOCATED 43.7 FT (13.3 M) NORTHWEST OF TRUNK HIGHWAY 44,
 DQ6617'50.0 FT (15.2 M) NORTHWEST OF MILEPOST 54 SIGN, 1.5 FT (0.5 M)
 DQ6617'SOUTHEAST OF A WITNESS POST.
 DQ6617'
 DQ6617'NOTE-THE STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM ROD
 DQ6617'DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION REMOVABLE DISK
 DQ6617'SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH PVC
 DQ6617'PIPE BACK FILLED WITH WASHED SAND.
 DQ6617
 DQ6617                          STATION RECOVERY (2024)
 DQ6617
 DQ6617'RECOVERY NOTE BY MN DEPT OF TRANSP 2024 (RMJ)
 DQ6617'1.0 MI (1.6 KM) NORTH OF CALEDONIA, 0.4 MI (0.6 KM) NORTH ALONG TRUNK
 DQ6617'HIGHWAY 44 FROM THE NORTH JUNCTION OF TRUNK HIGHWAY 44 AND TRUNK
 DQ6617'HIGHWAY 76 IN CALEDONIA, AT TRUNK HIGHWAY 44 MILE POINT 54.0, 43.7 FT
 DQ6617'(13.3 M) NORTHWEST OF TRUNK HIGHWAY 44, 50.0 FT (15.2 M) NORTHWEST OF
 DQ6617'MILEPOST 54 SIGN, 1.5 FT (0.5 M) SOUTHEAST OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DQ6616 ***********************************************************************
 DQ6616  DESIGNATION -  2804 C
 DQ6616  PID         -  DQ6616
 DQ6616  STATE/COUNTY-  MN/HOUSTON
 DQ6616  COUNTRY     -  US
 DQ6616  USGS QUAD   -  CALEDONIA (2019)
 DQ6616
 DQ6616                         *CURRENT SURVEY CONTROL
 DQ6616  ______________________________________________________________________
 DQ6616* NAD 83(1986) POSITION- 43 39 17.33   (N) 091 29 30.52   (W)   HD_HELD1
 DQ6616* NAVD 88 ORTHO HEIGHT -   350.410 (meters)     1149.64  (feet) ADJUSTED
 DQ6616  ______________________________________________________________________
 DQ6616  GEOID HEIGHT    -        -30.785 (meters)                     GEOID18
 DQ6616  DYNAMIC HEIGHT  -        350.339 (meters)     1149.40  (feet) COMP
 DQ6616  MODELED GRAVITY -    980,406.1   (mgal)                       NAVD 88
 DQ6616
 DQ6616  VERT ORDER      -  SECOND    CLASS I
 DQ6616
 DQ6616.The horizontal coordinates were determined by differentially corrected
 DQ6616.hand held GPS observations or other comparable positioning techniques
 DQ6616.and have an estimated accuracy of +/- 3 meters.
 DQ6616
 DQ6616.The orthometric height was determined by differential leveling and
 DQ6616.adjusted by the NATIONAL GEODETIC SURVEY
 DQ6616.in May 2019.
 DQ6616
 DQ6616.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ6616.GEOID18 height accuracy estimate available here.
 DQ6616
 DQ6616.Click photographs - Photos may exist for this station.
 DQ6616
 DQ6616.The dynamic height is computed by dividing the NAVD 88
 DQ6616.geopotential number by the normal gravity value computed on the
 DQ6616.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ6616.degrees latitude (g = 980.6199 gals.).
 DQ6616
 DQ6616.The modeled gravity was interpolated from observed gravity values.
 DQ6616
 DQ6616;                    North         East    Units  Estimated Accuracy
 DQ6616;SPC MN S     -   175,863.1   1,002,309.3     MT  (+/- 3 meters HH1 GPS) 
 DQ6616
 DQ6616_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXJ2161734640(NAD 83)
 DQ6616
 DQ6616                          SUPERSEDED SURVEY CONTROL
 DQ6616
 DQ6616.No superseded survey control is available for this station.
 DQ6616
 DQ6616_MARKER: I = METAL ROD
 DQ6616_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DQ6616_STAMPING: 2804 C 2017
 DQ6616_MARK LOGO: MNDT
 DQ6616_PROJECTION: RECESSED 8 CENTIMETERS
 DQ6616_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DQ6616_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ6616_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ6616+SATELLITE: SATELLITE OBSERVATIONS - September 16, 2024
 DQ6616_ROD/PIPE-DEPTH: 11.9 meters
 DQ6616
 DQ6616  HISTORY     - Date     Condition        Report By
 DQ6616  HISTORY     - 20170410 MONUMENTED       MNDT
 DQ6616  HISTORY     - 20240916 GOOD             MNDT
 DQ6616
 DQ6616                          STATION DESCRIPTION
 DQ6616
 DQ6616'DESCRIBED BY MN DEPT OF TRANSP 2017
 DQ6616'THE STATION IS LOCATED ABOUT 7.9 MI (12.7 KM) NORTH-NORTHEAST OF
 DQ6616'WILMINGTON, 5.3 MI (8.5 KM) EAST-SOUTHEAST OF SHELDON AND 1.4 MI (2.3
 DQ6616'KM) NORTH OF CALEDONIA.
 DQ6616'
 DQ6616'TO REACH THE MARK GO 0.9 MI (1.4 KM) NORTH ALONG TRUNK HIGHWAY 44 FROM
 DQ6616'THE NORTH JUNCTION OF TRUNK HIGHWAY 44 AND TRUNK HIGHWAY 76 IN
 DQ6616'CALEDONIA, AT TRUNK HIGHWAY 44 MILE POINT 54.48.
 DQ6616'
 DQ6616'THE MARK IS LOCATED 34.5 FT (10.5 M) WEST OF TRUNK HIGHWAY 44, 1.5 FT
 DQ6616'(0.5 M) EAST OF A WITNESS POST.
 DQ6616'
 DQ6616'NOTE-THE STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM ROD
 DQ6616'DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION REMOVABLE DISK
 DQ6616'SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH PVC
 DQ6616'PIPE BACK FILLED WITH WASHED SAND.
 DQ6616
 DQ6616                          STATION RECOVERY (2024)
 DQ6616
 DQ6616'RECOVERY NOTE BY MN DEPT OF TRANSP 2024 (RMJ)
 DQ6616'1.5 MI (2.4 KM) NORTH OF CALEDONIA, 0.9 MI (1.4 KM) NORTH ALONG TRUNK
 DQ6616'HIGHWAY 44 FROM THE NORTH JUNCTION OF TRUNK HIGHWAY 44 AND TRUNK
 DQ6616'HIGHWAY 76 IN CALEDONIA, AT TRUNK HIGHWAY 44 MILE POINT 54.48, 34.5 FT
 DQ6616'(10.5 M) WEST OF TRUNK HIGHWAY 44, 1.5 FT (0.5 M) EAST OF A WITNESS
 DQ6616'POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DQ6615 ***********************************************************************
 DQ6615  DESIGNATION -  2804 D
 DQ6615  PID         -  DQ6615
 DQ6615  STATE/COUNTY-  MN/HOUSTON
 DQ6615  COUNTRY     -  US
 DQ6615  USGS QUAD   -  CALEDONIA (2019)
 DQ6615
 DQ6615                         *CURRENT SURVEY CONTROL
 DQ6615  ______________________________________________________________________
 DQ6615* NAD 83(1986) POSITION- 43 39 55.20   (N) 091 29 30.56   (W)   HD_HELD1
 DQ6615* NAVD 88 ORTHO HEIGHT -   370.198 (meters)     1214.56  (feet) ADJUSTED
 DQ6615  ______________________________________________________________________
 DQ6615  GEOID HEIGHT    -        -30.790 (meters)                     GEOID18
 DQ6615  DYNAMIC HEIGHT  -        370.124 (meters)     1214.32  (feet) COMP
 DQ6615  MODELED GRAVITY -    980,407.1   (mgal)                       NAVD 88
 DQ6615
 DQ6615  VERT ORDER      -  SECOND    CLASS I
 DQ6615
 DQ6615.The horizontal coordinates were determined by differentially corrected
 DQ6615.hand held GPS observations or other comparable positioning techniques
 DQ6615.and have an estimated accuracy of +/- 3 meters.
 DQ6615
 DQ6615.The orthometric height was determined by differential leveling and
 DQ6615.adjusted by the NATIONAL GEODETIC SURVEY
 DQ6615.in May 2019.
 DQ6615
 DQ6615.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ6615.GEOID18 height accuracy estimate available here.
 DQ6615
 DQ6615.Click photographs - Photos may exist for this station.
 DQ6615
 DQ6615.The dynamic height is computed by dividing the NAVD 88
 DQ6615.geopotential number by the normal gravity value computed on the
 DQ6615.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ6615.degrees latitude (g = 980.6199 gals.).
 DQ6615
 DQ6615.The modeled gravity was interpolated from observed gravity values.
 DQ6615
 DQ6615;                    North         East    Units  Estimated Accuracy
 DQ6615;SPC MN S     -   177,031.4   1,002,272.6     MT  (+/- 3 meters HH1 GPS) 
 DQ6615
 DQ6615_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXJ2159535808(NAD 83)
 DQ6615
 DQ6615                          SUPERSEDED SURVEY CONTROL
 DQ6615
 DQ6615.No superseded survey control is available for this station.
 DQ6615
 DQ6615_MARKER: F = FLANGE-ENCASED ROD
 DQ6615_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DQ6615_STAMPING: 2804 D 2017
 DQ6615_MARK LOGO: MNDT
 DQ6615_PROJECTION: RECESSED 8 CENTIMETERS
 DQ6615_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DQ6615_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ6615_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ6615+SATELLITE: SATELLITE OBSERVATIONS - September 16, 2024
 DQ6615_ROD/PIPE-DEPTH: 10.1 meters
 DQ6615
 DQ6615  HISTORY     - Date     Condition        Report By
 DQ6615  HISTORY     - 20170410 MONUMENTED       MNDT
 DQ6615  HISTORY     - 20240916 GOOD             MNDT
 DQ6615
 DQ6615                          STATION DESCRIPTION
 DQ6615
 DQ6615'DESCRIBED BY MN DEPT OF TRANSP 2017
 DQ6615'THE STATION IS LOCATED ABOUT 7.8 MI (12.6 KM) SOUTH-SOUTHEAST OF
 DQ6615'HOUSTON, 5.2 MI (8.4 KM) EAST OF SHELDON AND 2.1 MI (3.4 KM) NORTH OF
 DQ6615'CALEDONIA.
 DQ6615'
 DQ6615'TO REACH THE MARK 1.6 MI (2.6 KM) NORTH ALONG TRUNK HIGHWAY 44 FROM
 DQ6615'THE NORTH JUNCTION OF TRUNK HIGHWAY 44 AND TRUNK HIGHWAY 76 IN
 DQ6615'CALEDONIA, AT TRUNK HIGHWAY 44 MILE POINT 55.25.
 DQ6615'
 DQ6615'THE MARK IS LOCATED 51.1 FT (15.6 M) WEST OF TRUNK HIGHWAY 44, 34.0 FT
 DQ6615'(10.4 M) NORTH OF A FIELD ENTRANCE, 1.5 FT (0.5 M) EAST OF A WITNESS
 DQ6615'POST.
 DQ6615'
 DQ6615'NOTE-THE STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM ROD
 DQ6615'DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION REMOVABLE DISK
 DQ6615'SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH PVC
 DQ6615'PIPE BACK FILLED WITH WASHED SAND.
 DQ6615
 DQ6615                          STATION RECOVERY (2024)
 DQ6615
 DQ6615'RECOVERY NOTE BY MN DEPT OF TRANSP 2024 (RMJ)
 DQ6615'2.75 MI (4.42 KM) NORTH OF CALEDONIA, 1.6 MI (2.6 KM) NORTH ALONG
 DQ6615'TRUNK HIGHWAY 44 FROM THE NORTH JUNCTION OF TRUNK HIGHWAY 44 AND TRUNK
 DQ6615'HIGHWAY 76 IN CALEDONIA, AT TRUNK HIGHWAY 44 MILE POINT 55.25, 51.1 FT
 DQ6615'(15.6 M) WEST OF TRUNK HIGHWAY 44, 34.0 FT (10.4 M) NORTH OF A FIELD
 DQ6615'ENTRANCE, 1.5 FT (0.5 M) EAST OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DQ6614 ***********************************************************************
 DQ6614  DESIGNATION -  2804 E
 DQ6614  PID         -  DQ6614
 DQ6614  STATE/COUNTY-  MN/HOUSTON
 DQ6614  COUNTRY     -  US
 DQ6614  USGS QUAD   -  CALEDONIA (2019)
 DQ6614
 DQ6614                         *CURRENT SURVEY CONTROL
 DQ6614  ______________________________________________________________________
 DQ6614* NAD 83(1986) POSITION- 43 40 38.69   (N) 091 29 18.47   (W)   HD_HELD1
 DQ6614* NAVD 88 ORTHO HEIGHT -   364.700 (meters)     1196.52  (feet) ADJUSTED
 DQ6614  ______________________________________________________________________
 DQ6614  GEOID HEIGHT    -        -30.808 (meters)                     GEOID18
 DQ6614  DYNAMIC HEIGHT  -        364.627 (meters)     1196.28  (feet) COMP
 DQ6614  MODELED GRAVITY -    980,408.6   (mgal)                       NAVD 88
 DQ6614
 DQ6614  VERT ORDER      -  SECOND    CLASS I
 DQ6614
 DQ6614.The horizontal coordinates were determined by differentially corrected
 DQ6614.hand held GPS observations or other comparable positioning techniques
 DQ6614.and have an estimated accuracy of +/- 3 meters.
 DQ6614
 DQ6614.The orthometric height was determined by differential leveling and
 DQ6614.adjusted by the NATIONAL GEODETIC SURVEY
 DQ6614.in May 2019.
 DQ6614
 DQ6614.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ6614.GEOID18 height accuracy estimate available here.
 DQ6614
 DQ6614.Click photographs - Photos may exist for this station.
 DQ6614
 DQ6614.The dynamic height is computed by dividing the NAVD 88
 DQ6614.geopotential number by the normal gravity value computed on the
 DQ6614.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ6614.degrees latitude (g = 980.6199 gals.).
 DQ6614
 DQ6614.The modeled gravity was interpolated from observed gravity values.
 DQ6614
 DQ6614;                    North         East    Units  Estimated Accuracy
 DQ6614;SPC MN S     -   178,381.3   1,002,502.1     MT  (+/- 3 meters HH1 GPS) 
 DQ6614
 DQ6614_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXJ2184137154(NAD 83)
 DQ6614
 DQ6614                          SUPERSEDED SURVEY CONTROL
 DQ6614
 DQ6614.No superseded survey control is available for this station.
 DQ6614
 DQ6614_MARKER: I = METAL ROD
 DQ6614_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DQ6614_STAMPING: 2804 E 2017
 DQ6614_MARK LOGO: MNDT
 DQ6614_PROJECTION: RECESSED 5 CENTIMETERS
 DQ6614_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DQ6614_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ6614_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ6614+SATELLITE: SATELLITE OBSERVATIONS - September 16, 2024
 DQ6614_ROD/PIPE-DEPTH: 7.0 meters
 DQ6614
 DQ6614  HISTORY     - Date     Condition        Report By
 DQ6614  HISTORY     - 20170410 MONUMENTED       MNDT
 DQ6614  HISTORY     - 20201215 GOOD             MNDT
 DQ6614  HISTORY     - 20240916 GOOD             MNDT
 DQ6614
 DQ6614                          STATION DESCRIPTION
 DQ6614
 DQ6614'DESCRIBED BY MN DEPT OF TRANSP 2017
 DQ6614'THE STATION IS LOCATED ABOUT 7.2 MI (11.6 KM) SOUTHEAST OF HOUSTON,
 DQ6614'5.2 MI (8.4 KM) EAST OF SHELDON AND 3.0 MI (4.8 KM) NORTH OF
 DQ6614'CALEDONIA.
 DQ6614'
 DQ6614'TO REACH THE MARK GO 2.5 MI (4.0 KM) NORTH ALONG TRUNK HIGHWAY 44 FROM
 DQ6614'THE NORTH JUNCTION OF TRUNK HIGHWAY 44 AND TRUNK HIGHWAY 76 IN
 DQ6614'CALEDONIA, AT TRUNK HIGHWAY 44 MILE POINT 56.15.
 DQ6614'
 DQ6614'THE MARK IS LOCATED 55.0 FT (16.8 M) NORTHWEST OF TRUNK HIGHWAY 44,
 DQ6614'23.5 FT (7.2 M) EAST OF A FIELD ENTRANCE, 1.5 FT (0.5 M) SOUTHEAST OF
 DQ6614'A WITNESS POST.
 DQ6614'
 DQ6614'NOTE-THE STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM ROD
 DQ6614'DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION REMOVABLE DISK
 DQ6614'SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH PVC
 DQ6614'PIPE BACK FILLED WITH WASHED SAND.
 DQ6614
 DQ6614                          STATION RECOVERY (2020)
 DQ6614
 DQ6614'RECOVERY NOTE BY MN DEPT OF TRANSP 2020 (KMS)
 DQ6614'RECOVERED IN GOOD CONDITION.
 DQ6614
 DQ6614                          STATION RECOVERY (2024)
 DQ6614
 DQ6614'RECOVERY NOTE BY MN DEPT OF TRANSP 2024 (RMJ)
 DQ6614'3.0 MI (4.8 KM) NORTH OF CALEDONIA, 2.5 MI (4.0 KM) NORTH ALONG TRUNK
 DQ6614'HIGHWAY 44 FROM THE NORTH JUNCTION OF TRUNK HIGHWAY 44 AND TRUNK
 DQ6614'HIGHWAY 76 IN CALEDONIA, AT TRUNK HIGHWAY 44 MILE POINT 56.15, 55.0 FT
 DQ6614'(16.8 M) NORTHWEST OF TRUNK HIGHWAY 44, 23.5 FT (7.2 M) EAST OF A
 DQ6614'FIELD ENTRANCE, 1.5 FT (0.5 M) SOUTHEAST OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DQ6613 ***********************************************************************
 DQ6613  DESIGNATION -  2804 F
 DQ6613  PID         -  DQ6613
 DQ6613  STATE/COUNTY-  MN/HOUSTON
 DQ6613  COUNTRY     -  US
 DQ6613  USGS QUAD   -  CALEDONIA (2019)
 DQ6613
 DQ6613                         *CURRENT SURVEY CONTROL
 DQ6613  ______________________________________________________________________
 DQ6613* NAD 83(1986) POSITION- 43 40 56.28   (N) 091 28 50.07   (W)   HD_HELD1
 DQ6613* NAVD 88 ORTHO HEIGHT -   366.215 (meters)     1201.49  (feet) ADJUSTED
 DQ6613  ______________________________________________________________________
 DQ6613  GEOID HEIGHT    -        -30.833 (meters)                     GEOID18
 DQ6613  DYNAMIC HEIGHT  -        366.143 (meters)     1201.25  (feet) COMP
 DQ6613  MODELED GRAVITY -    980,410.2   (mgal)                       NAVD 88
 DQ6613
 DQ6613  VERT ORDER      -  SECOND    CLASS I
 DQ6613
 DQ6613.The horizontal coordinates were determined by differentially corrected
 DQ6613.hand held GPS observations or other comparable positioning techniques
 DQ6613.and have an estimated accuracy of +/- 3 meters.
 DQ6613
 DQ6613.The orthometric height was determined by differential leveling and
 DQ6613.adjusted by the NATIONAL GEODETIC SURVEY
 DQ6613.in May 2019.
 DQ6613
 DQ6613.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ6613.GEOID18 height accuracy estimate available here.
 DQ6613
 DQ6613.Click photographs - Photos may exist for this station.
 DQ6613
 DQ6613.The dynamic height is computed by dividing the NAVD 88
 DQ6613.geopotential number by the normal gravity value computed on the
 DQ6613.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ6613.degrees latitude (g = 980.6199 gals.).
 DQ6613
 DQ6613.The modeled gravity was interpolated from observed gravity values.
 DQ6613
 DQ6613;                    North         East    Units  Estimated Accuracy
 DQ6613;SPC MN S     -   178,943.5   1,003,121.2     MT  (+/- 3 meters HH1 GPS) 
 DQ6613
 DQ6613_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXJ2246737709(NAD 83)
 DQ6613
 DQ6613                          SUPERSEDED SURVEY CONTROL
 DQ6613
 DQ6613.No superseded survey control is available for this station.
 DQ6613
 DQ6613_MARKER: I = METAL ROD
 DQ6613_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DQ6613_STAMPING: 2804 F 2017
 DQ6613_MARK LOGO: MNDT
 DQ6613_PROJECTION: RECESSED 5 CENTIMETERS
 DQ6613_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DQ6613_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ6613_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ6613+SATELLITE: SATELLITE OBSERVATIONS - September 16, 2024
 DQ6613_ROD/PIPE-DEPTH: 9.4 meters
 DQ6613
 DQ6613  HISTORY     - Date     Condition        Report By
 DQ6613  HISTORY     - 20170406 MONUMENTED       MNDT
 DQ6613  HISTORY     - 20240916 GOOD             MNDT
 DQ6613
 DQ6613                          STATION DESCRIPTION
 DQ6613
 DQ6613'DESCRIBED BY MN DEPT OF TRANSP 2017
 DQ6613'THE STATION IS LOCATED ABOUT 7.1 MI (11.4 KM) SOUTHEAST OF HOUSTON,
 DQ6613'5.6 MI (9.0 KM) EAST OF SHELDON AND 3.4 MI (5.5 KM) NORTH-NORTHEAST OF
 DQ6613'CALEDONIA.
 DQ6613'
 DQ6613'TO REACH THE MARK GO 3.0 MI (4.8 KM) NORTHEAST ALONG TRUNK HIGHWAY 44
 DQ6613'FROM THE NORTH JUNCTION OF TRUNK HIGHWAY 44 AND TRUNK HIGHWAY 76 IN
 DQ6613'CALEDONIA, AT TRUNK HIGHWAY 44 MILE POINT 56.65.
 DQ6613'
 DQ6613'THE MARK IS LOCATED 51.0 SOUTHEAST OF TRUNK HIGHWAY 44, 1.5 FT (0.5 M)
 DQ6613'NORTHEAST OF A WITNESS POST.
 DQ6613'
 DQ6613'NOTE-THE STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM ROD
 DQ6613'DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION REMOVABLE DISK
 DQ6613'SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH PVC
 DQ6613'PIPE BACK FILLED WITH WASHED SAND.
 DQ6613
 DQ6613                          STATION RECOVERY (2024)
 DQ6613
 DQ6613'RECOVERY NOTE BY MN DEPT OF TRANSP 2024 (RMJ)
 DQ6613'3.5 MI (5.6 KM) NORTHEAST OF CALEDONIA, 3.0 MI (4.8 KM) NORTHEAST
 DQ6613'ALONG TRUNK HIGHWAY 44 FROM THE NORTH JUNCTION OF TRUNK HIGHWAY 44 AND
 DQ6613'TRUNK HIGHWAY 76 IN CALEDONIA, AT TRUNK HIGHWAY 44 MILE POINT 56.65,
 DQ6613'51.0 SOUTHEAST OF TRUNK HIGHWAY 44, 1.5 FT (0.5 M) NORTHEAST OF A
 DQ6613'WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DQ6612 ***********************************************************************
 DQ6612  DESIGNATION -  2804 G
 DQ6612  PID         -  DQ6612
 DQ6612  STATE/COUNTY-  MN/HOUSTON
 DQ6612  COUNTRY     -  US
 DQ6612  USGS QUAD   -  CALEDONIA (2019)
 DQ6612
 DQ6612                         *CURRENT SURVEY CONTROL
 DQ6612  ______________________________________________________________________
 DQ6612* NAD 83(1986) POSITION- 43 42 29.85   (N) 091 27 19.96   (W)   HD_HELD1
 DQ6612* NAVD 88 ORTHO HEIGHT -   366.533 (meters)     1202.53  (feet) ADJUSTED
 DQ6612  ______________________________________________________________________
 DQ6612  GEOID HEIGHT    -        -30.926 (meters)                     GEOID18
 DQ6612  DYNAMIC HEIGHT  -        366.464 (meters)     1202.31  (feet) COMP
 DQ6612  MODELED GRAVITY -    980,420.2   (mgal)                       NAVD 88
 DQ6612
 DQ6612  VERT ORDER      -  SECOND    CLASS I
 DQ6612
 DQ6612.The horizontal coordinates were determined by differentially corrected
 DQ6612.hand held GPS observations or other comparable positioning techniques
 DQ6612.and have an estimated accuracy of +/- 3 meters.
 DQ6612
 DQ6612.The orthometric height was determined by differential leveling and
 DQ6612.adjusted by the NATIONAL GEODETIC SURVEY
 DQ6612.in May 2019.
 DQ6612
 DQ6612.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ6612.GEOID18 height accuracy estimate available here.
 DQ6612
 DQ6612.Click photographs - Photos may exist for this station.
 DQ6612
 DQ6612.The dynamic height is computed by dividing the NAVD 88
 DQ6612.geopotential number by the normal gravity value computed on the
 DQ6612.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ6612.degrees latitude (g = 980.6199 gals.).
 DQ6612
 DQ6612.The modeled gravity was interpolated from observed gravity values.
 DQ6612
 DQ6612;                    North         East    Units  Estimated Accuracy
 DQ6612;SPC MN S     -   181,892.5   1,005,048.7     MT  (+/- 3 meters HH1 GPS) 
 DQ6612
 DQ6612_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXJ2443140633(NAD 83)
 DQ6612
 DQ6612                          SUPERSEDED SURVEY CONTROL
 DQ6612
 DQ6612.No superseded survey control is available for this station.
 DQ6612
 DQ6612_MARKER: I = METAL ROD
 DQ6612_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DQ6612_STAMPING: 2804 G 2017
 DQ6612_MARK LOGO: MNDT
 DQ6612_PROJECTION: RECESSED 8 CENTIMETERS
 DQ6612_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DQ6612_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ6612_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ6612+SATELLITE: SATELLITE OBSERVATIONS - September 17, 2024
 DQ6612_ROD/PIPE-DEPTH: 8.2 meters
 DQ6612
 DQ6612  HISTORY     - Date     Condition        Report By
 DQ6612  HISTORY     - 20170406 MONUMENTED       MNDT
 DQ6612  HISTORY     - 20240917 GOOD             MNDT
 DQ6612
 DQ6612                          STATION DESCRIPTION
 DQ6612
 DQ6612'DESCRIBED BY MN DEPT OF TRANSP 2017
 DQ6612'THE STATION IS LOCATED ABOUT 7.2 MI (11.6 KM) EAST-NORTHEAST OF
 DQ6612'SHELDON, 6.8 MI (10.9 KM) SOUTHEAST OF HOUSTON AND 5.5 MI (8.8 KM)
 DQ6612'NORTH-NORTHEAST OF CALEDONIA.
 DQ6612'
 DQ6612'TO REACH THE MARK GO 5.3 MI (8.5 KM) NORTHEAST ALONG TRUNK HIGHWAY 44
 DQ6612'FROM THE NORTH JUNCTION OF TRUNK HIGHWAY 44 AND TRUNK HIGHWAY 76 IN
 DQ6612'CALEDONIA, AT TRUNK HIGHWAY 44 MILE POINT 58.95.
 DQ6612'
 DQ6612'THE MARK IS LOCATED 90.3 FT (27.5 M) SOUTHEAST OF TRUNK HIGHWAY 44,
 DQ6612'38.3.0 FT (11.7 M) SOUTH OF CARPENTER DRIVE, 1.5 FT (0.5 M) NORTHWEST
 DQ6612'OF A WITNESS POST.
 DQ6612'
 DQ6612'NOTE-THE STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM ROD
 DQ6612'DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION REMOVABLE DISK
 DQ6612'SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH PVC
 DQ6612'PIPE BACK FILLED WITH WASHED SAND.
 DQ6612
 DQ6612                          STATION RECOVERY (2024)
 DQ6612
 DQ6612'RECOVERY NOTE BY MN DEPT OF TRANSP 2024 (RMJ)
 DQ6612'5.5 MI (8.8 KM) NORTHEAST OF CALEDONIA, 5.3 MI (8.5 KM) NORTHEAST
 DQ6612'ALONG TRUNK HIGHWAY 44 FROM THE NORTH JUNCTION OF TRUNK HIGHWAY 44 AND
 DQ6612'TRUNK HIGHWAY 76 IN CALEDONIA, AT TRUNK HIGHWAY 44 MILE POINT 58.95,
 DQ6612'90.3 FT (27.5 M) SOUTHEAST OF TRUNK HIGHWAY 44, 38.3.0 FT (11.7 M)
 DQ6612'SOUTH OF CARPENTER DRIVE, 1.5 FT (0.5 M) NORTHWEST OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DQ6611 ***********************************************************************
 DQ6611  DESIGNATION -  2804 H
 DQ6611  PID         -  DQ6611
 DQ6611  STATE/COUNTY-  MN/HOUSTON
 DQ6611  COUNTRY     -  US
 DQ6611  USGS QUAD   -  CALEDONIA (2019)
 DQ6611
 DQ6611                         *CURRENT SURVEY CONTROL
 DQ6611  ______________________________________________________________________
 DQ6611* NAD 83(1986) POSITION- 43 42 50.15   (N) 091 26 58.03   (W)   HD_HELD1
 DQ6611* NAVD 88 ORTHO HEIGHT -   326.121 (meters)     1069.95  (feet) ADJUSTED
 DQ6611  ______________________________________________________________________
 DQ6611  GEOID HEIGHT    -        -30.949 (meters)                     GEOID18
 DQ6611  DYNAMIC HEIGHT  -        326.060 (meters)     1069.75  (feet) COMP
 DQ6611  MODELED GRAVITY -    980,422.9   (mgal)                       NAVD 88
 DQ6611
 DQ6611  VERT ORDER      -  SECOND    CLASS I
 DQ6611
 DQ6611.The horizontal coordinates were determined by differentially corrected
 DQ6611.hand held GPS observations or other comparable positioning techniques
 DQ6611.and have an estimated accuracy of +/- 3 meters.
 DQ6611
 DQ6611.The orthometric height was determined by differential leveling and
 DQ6611.adjusted by the NATIONAL GEODETIC SURVEY
 DQ6611.in May 2019.
 DQ6611
 DQ6611.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ6611.GEOID18 height accuracy estimate available here.
 DQ6611
 DQ6611.Click photographs - Photos may exist for this station.
 DQ6611
 DQ6611.The dynamic height is computed by dividing the NAVD 88
 DQ6611.geopotential number by the normal gravity value computed on the
 DQ6611.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ6611.degrees latitude (g = 980.6199 gals.).
 DQ6611
 DQ6611.The modeled gravity was interpolated from observed gravity values.
 DQ6611
 DQ6611;                    North         East    Units  Estimated Accuracy
 DQ6611;SPC MN S     -   182,534.0   1,005,519.9     MT  (+/- 3 meters HH1 GPS) 
 DQ6611
 DQ6611_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXJ2491041268(NAD 83)
 DQ6611
 DQ6611                          SUPERSEDED SURVEY CONTROL
 DQ6611
 DQ6611.No superseded survey control is available for this station.
 DQ6611
 DQ6611_MARKER: I = METAL ROD
 DQ6611_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DQ6611_STAMPING: 2804 H 2017
 DQ6611_MARK LOGO: MNDT
 DQ6611_PROJECTION: RECESSED 8 CENTIMETERS
 DQ6611_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DQ6611_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ6611_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ6611+SATELLITE: SATELLITE OBSERVATIONS - September 17, 2024
 DQ6611_ROD/PIPE-DEPTH: 4.0 meters
 DQ6611
 DQ6611  HISTORY     - Date     Condition        Report By
 DQ6611  HISTORY     - 20170410 MONUMENTED       MNDT
 DQ6611  HISTORY     - 20240917 GOOD             MNDT
 DQ6611
 DQ6611                          STATION DESCRIPTION
 DQ6611
 DQ6611'DESCRIBED BY MN DEPT OF TRANSP 2017
 DQ6611'THE STATION IS LOCATED ABOUT 7.6 MI (12.2 KM) EAST-NORTHEAST OF
 DQ6611'SHELDON, 6.9 MI (11.1 KM) EAST-SOUTHEAST OF HOUSTON AND 6.0 MI (9.7
 DQ6611'KM) NORTH-NORTHEAST OF CALEDONIA.
 DQ6611'
 DQ6611'TO REACH THE MARK GO 5.75 MI (9.25 KM) NORTHEAST ALONG TRUNK HIGHWAY
 DQ6611'44 FROM THE NORTH JUNCTION OF TRUNK HIGHWAY 44 AND TRUNK HIGHWAY 76 IN
 DQ6611'CALEDONIA, AT TRUNK HIGHWAY 44 MILE POINT 59.5.
 DQ6611'
 DQ6611'THE MARK IS LOCATED 25.0 FT (7.6 M) SOUTHEAST OF TRUNK HIGHWAY 44,
 DQ6611'152.5 FT (46.5 M) SOUTHWEST OF WILSON DRIVE, 19.0 FT (5.8 M) NORTHEAST
 DQ6611'OF AN ENTRANCE, 2.0 FT (0.6 M) SOUTHWEST OF A WITNESS POST.
 DQ6611'
 DQ6611'NOTE-THE STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM ROD
 DQ6611'DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION REMOVABLE DISK
 DQ6611'SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH PVC
 DQ6611'PIPE BACK FILLED WITH WASHED SAND.
 DQ6611
 DQ6611                          STATION RECOVERY (2024)
 DQ6611
 DQ6611'RECOVERY NOTE BY MN DEPT OF TRANSP 2024 (RMJ)
 DQ6611'6.0 MI (9.7 KM) NORTHEAST OF CALEDONIA, 5.75 MI (9.25 KM) NORTHEAST
 DQ6611'ALONG TRUNK HIGHWAY 44 FROM THE NORTH JUNCTION OF TRUNK HIGHWAY 44 AND
 DQ6611'TRUNK HIGHWAY 76 IN CALEDONIA, AT TRUNK HIGHWAY 44 MILE POINT 59.5,
 DQ6611'25.0 FT (7.6 M) SOUTHEAST OF TRUNK HIGHWAY 44, 152.5 FT (46.5 M)
 DQ6611'SOUTHWEST OF WILSON DRIVE, 19.0 FT (5.8 M) NORTHEAST OF AN ENTRANCE,
 DQ6611'2.0 FT (0.6 M) SOUTHWEST OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DQ6610 ***********************************************************************
 DQ6610  DESIGNATION -  2804 J
 DQ6610  PID         -  DQ6610
 DQ6610  STATE/COUNTY-  MN/HOUSTON
 DQ6610  COUNTRY     -  US
 DQ6610  USGS QUAD   -  CALEDONIA (2019)
 DQ6610
 DQ6610                         *CURRENT SURVEY CONTROL
 DQ6610  ______________________________________________________________________
 DQ6610* NAD 83(1986) POSITION- 43 43 06.86   (N) 091 26 41.85   (W)   HD_HELD1
 DQ6610* NAVD 88 ORTHO HEIGHT -   294.231 (meters)      965.32  (feet) ADJUSTED
 DQ6610  ______________________________________________________________________
 DQ6610  GEOID HEIGHT    -        -30.968 (meters)                     GEOID18
 DQ6610  DYNAMIC HEIGHT  -        294.176 (meters)      965.14  (feet) COMP
 DQ6610  MODELED GRAVITY -    980,425.0   (mgal)                       NAVD 88
 DQ6610
 DQ6610  VERT ORDER      -  SECOND    CLASS I
 DQ6610
 DQ6610.The horizontal coordinates were determined by differentially corrected
 DQ6610.hand held GPS observations or other comparable positioning techniques
 DQ6610.and have an estimated accuracy of +/- 3 meters.
 DQ6610
 DQ6610.The orthometric height was determined by differential leveling and
 DQ6610.adjusted by the NATIONAL GEODETIC SURVEY
 DQ6610.in May 2019.
 DQ6610
 DQ6610.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ6610.GEOID18 height accuracy estimate available here.
 DQ6610
 DQ6610.Click photographs - Photos may exist for this station.
 DQ6610
 DQ6610.The dynamic height is computed by dividing the NAVD 88
 DQ6610.geopotential number by the normal gravity value computed on the
 DQ6610.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ6610.degrees latitude (g = 980.6199 gals.).
 DQ6610
 DQ6610.The modeled gravity was interpolated from observed gravity values.
 DQ6610
 DQ6610;                    North         East    Units  Estimated Accuracy
 DQ6610;SPC MN S     -   183,060.8   1,005,865.8     MT  (+/- 3 meters HH1 GPS) 
 DQ6610
 DQ6610_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXJ2526241790(NAD 83)
 DQ6610
 DQ6610                          SUPERSEDED SURVEY CONTROL
 DQ6610
 DQ6610.No superseded survey control is available for this station.
 DQ6610
 DQ6610_MARKER: I = METAL ROD
 DQ6610_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DQ6610_STAMPING: 2804 J 2017
 DQ6610_MARK LOGO: MNDT
 DQ6610_PROJECTION: RECESSED 5 CENTIMETERS
 DQ6610_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DQ6610_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ6610_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DQ6610+SATELLITE: SATELLITE OBSERVATIONS - September 17, 2024
 DQ6610_ROD/PIPE-DEPTH: 10.1 meters
 DQ6610
 DQ6610  HISTORY     - Date     Condition        Report By
 DQ6610  HISTORY     - 20170410 MONUMENTED       MNDT
 DQ6610  HISTORY     - 20240917 GOOD             MNDT
 DQ6610
 DQ6610                          STATION DESCRIPTION
 DQ6610
 DQ6610'DESCRIBED BY MN DEPT OF TRANSP 2017
 DQ6610'THE STATION IS LOCATED ABOUT 7.9 MI (12.7 KM) EAST-NORTHEAST OF
 DQ6610'SHELDON, 6.9 MI (11.1 KM) EAST-SOUTHEAST OF HOUSTON AND 6.3 MI (10.1
 DQ6610'KM) NORTH-NORTHEAST OF CALEDONIA.
 DQ6610'
 DQ6610'TO REACH THE MARK GO 6.2 MI (10.0 KM) NORTHEAST ALONG TRUNK HIGHWAY 44
 DQ6610'FROM THE NORTH JUNCTION OF TRUNK HIGHWAY 44 AND TRUNK HIGHWAY 76 IN
 DQ6610'CALEDONIA, AT TRUNK HIGHWAY 44 MILE POINT 59.85.
 DQ6610'
 DQ6610'THE MARK IS LOCATED 40.0 FT (12.2 M) NORTHWEST OF TRUNK HIGHWAY 44,
 DQ6610'12.1 FT (3.7 M) SOUTH OF AN ENTRANCE, 1.5 FT (0.5 M) SOUTHEAST OF A
 DQ6610'WITNESS POST.
 DQ6610'
 DQ6610'NOTE-THE STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM ROD
 DQ6610'DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION REMOVABLE DISK
 DQ6610'SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH PVC
 DQ6610'PIPE BACK FILLED WITH WASHED SAND.
 DQ6610
 DQ6610                          STATION RECOVERY (2024)
 DQ6610
 DQ6610'RECOVERY NOTE BY MN DEPT OF TRANSP 2024 (RMJ)
 DQ6610'6.5 MI (10.5 KM) NORTHEAST OF CALEDONIA, 6.2 MI (10.0 KM) NORTHEAST
 DQ6610'ALONG TRUNK HIGHWAY 44 FROM THE NORTH JUNCTION OF TRUNK HIGHWAY 44 AND
 DQ6610'TRUNK HIGHWAY 76 IN CALEDONIA, AT TRUNK HIGHWAY 44 MILE POINT 59.85,
 DQ6610'40.0 FT (12.2 M) NORTHWEST OF TRUNK HIGHWAY 44, 12.1 FT (3.7 M) SOUTH
 DQ6610'OF AN ENTRANCE, 1.5 FT (0.5 M) SOUTHEAST OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DQ6607 ***********************************************************************
 DQ6607  DESIGNATION -  2804 K
 DQ6607  PID         -  DQ6607
 DQ6607  STATE/COUNTY-  MN/HOUSTON
 DQ6607  COUNTRY     -  US
 DQ6607  USGS QUAD   -  CALEDONIA (2019)
 DQ6607
 DQ6607                         *CURRENT SURVEY CONTROL
 DQ6607  ______________________________________________________________________
 DQ6607* NAD 83(1986) POSITION- 43 43 46.06   (N) 091 24 15.26   (W)   HD_HELD1
 DQ6607* NAVD 88 ORTHO HEIGHT -   238.751 (meters)      783.30  (feet) ADJUSTED
 DQ6607  ______________________________________________________________________
 DQ6607  GEOID HEIGHT    -        -31.111 (meters)                     GEOID18
 DQ6607  DYNAMIC HEIGHT  -        238.707 (meters)      783.16  (feet) COMP
 DQ6607  MODELED GRAVITY -    980,430.9   (mgal)                       NAVD 88
 DQ6607
 DQ6607  VERT ORDER      -  SECOND    CLASS I
 DQ6607
 DQ6607.The horizontal coordinates were determined by differentially corrected
 DQ6607.hand held GPS observations or other comparable positioning techniques
 DQ6607.and have an estimated accuracy of +/- 3 meters.
 DQ6607
 DQ6607.The orthometric height was determined by differential leveling and
 DQ6607.adjusted by the NATIONAL GEODETIC SURVEY
 DQ6607.in May 2019.
 DQ6607
 DQ6607.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ6607.GEOID18 height accuracy estimate available here.
 DQ6607
 DQ6607.Click photographs - Photos may exist for this station.
 DQ6607
 DQ6607.The dynamic height is computed by dividing the NAVD 88
 DQ6607.geopotential number by the normal gravity value computed on the
 DQ6607.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ6607.degrees latitude (g = 980.6199 gals.).
 DQ6607
 DQ6607.The modeled gravity was interpolated from observed gravity values.
 DQ6607
 DQ6607;                    North         East    Units  Estimated Accuracy
 DQ6607;SPC MN S     -   184,373.4   1,009,107.2     MT  (+/- 3 meters HH1 GPS) 
 DQ6607
 DQ6607_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXJ2851943062(NAD 83)
 DQ6607
 DQ6607                          SUPERSEDED SURVEY CONTROL
 DQ6607
 DQ6607.No superseded survey control is available for this station.
 DQ6607
 DQ6607_MARKER: I = METAL ROD
 DQ6607_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DQ6607_STAMPING: 2804 K 2017
 DQ6607_MARK LOGO: MNDT
 DQ6607_PROJECTION: RECESSED 5 CENTIMETERS
 DQ6607_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DQ6607_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ6607_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ6607+SATELLITE: SATELLITE OBSERVATIONS - September 17, 2024
 DQ6607_ROD/PIPE-DEPTH: 14.9 meters
 DQ6607
 DQ6607  HISTORY     - Date     Condition        Report By
 DQ6607  HISTORY     - 20170411 MONUMENTED       MNDT
 DQ6607  HISTORY     - 20240917 GOOD             MNDT
 DQ6607
 DQ6607                          STATION DESCRIPTION
 DQ6607
 DQ6607'DESCRIBED BY MN DEPT OF TRANSP 2017
 DQ6607'THE STATION IS LOCATED ABOUT 8.5 MI (13.7 KM) EAST-SOUTHEAST OF
 DQ6607'HOUSTON, 8.0 MI (12.9 KM) NORTHEAST OF CALEDONIA AND 6.7 MI (10.8 KM)
 DQ6607'WEST-NORTHWEST OF BROWNSVILLE.
 DQ6607'
 DQ6607'TO REACH THE MARK GO 4.1 MI (6.6 KM) SOUTHWEST ALONG TRUNK HIGHWAY 44
 DQ6607'FROM THE JUNCTION OF TRUNK HIGHWAY 44 AND TRUNK HIGHWAY 16 IN HOKAH,
 DQ6607'AT TRUNK HIGHWAY 44 MILE POINT 62.15.
 DQ6607'
 DQ6607'THE MARK IS LOCATED 55.6 FT (16.9 M) SOUTHEAST OF TRUNK HIGHWAY 44,
 DQ6607'25.6 FT (7.8 M) SOUTHWEST OF THE SOUTH ENTRANCE TO A DRIVEWAY NUMBER
 DQ6607'7533, 1.5 FT (0.5 M) NORTHWEST OF A WITNESS POST.
 DQ6607'
 DQ6607'NOTE-THE STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM ROD
 DQ6607'DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION REMOVABLE DISK
 DQ6607'SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH PVC
 DQ6607'PIPE BACK FILLED WITH WASHED SAND.
 DQ6607
 DQ6607                          STATION RECOVERY (2024)
 DQ6607
 DQ6607'RECOVERY NOTE BY MN DEPT OF TRANSP 2024 (RMJ)
 DQ6607'3.5 MI (5.6 KM) SOUTHWEST OF HOKAH, 4.1 MI (6.6 KM) SOUTHWEST ALONG
 DQ6607'TRUNK HIGHWAY 44 FROM THE JUNCTION OF TRUNK HIGHWAY 44 AND TRUNK
 DQ6607'HIGHWAY 16 IN HOKAH, AT TRUNK HIGHWAY 44 MILE POINT 62.15, 55.6 FT
 DQ6607'(16.9 M) SOUTHEAST OF TRUNK HIGHWAY 44, 25.6 FT (7.8 M) SOUTHWEST OF
 DQ6607'THE SOUTH ENTRANCE TO DRIVEWAY NUMBER 7533, 1.5 FT (0.5 M) NORTHWEST
 DQ6607'OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DQ6606 ***********************************************************************
 DQ6606  DESIGNATION -  2804 L
 DQ6606  PID         -  DQ6606
 DQ6606  STATE/COUNTY-  MN/HOUSTON
 DQ6606  COUNTRY     -  US
 DQ6606  USGS QUAD   -  CALEDONIA (2019)
 DQ6606
 DQ6606                         *CURRENT SURVEY CONTROL
 DQ6606  ______________________________________________________________________
 DQ6606* NAD 83(1986) POSITION- 43 44 05.65   (N) 091 23 31.30   (W)   HD_HELD1
 DQ6606* NAVD 88 ORTHO HEIGHT -   223.448 (meters)      733.10  (feet) ADJUSTED
 DQ6606  ______________________________________________________________________
 DQ6606  GEOID HEIGHT    -        -31.160 (meters)                     GEOID18
 DQ6606  DYNAMIC HEIGHT  -        223.408 (meters)      732.96  (feet) COMP
 DQ6606  MODELED GRAVITY -    980,433.1   (mgal)                       NAVD 88
 DQ6606
 DQ6606  VERT ORDER      -  SECOND    CLASS I
 DQ6606
 DQ6606.The horizontal coordinates were determined by differentially corrected
 DQ6606.hand held GPS observations or other comparable positioning techniques
 DQ6606.and have an estimated accuracy of +/- 3 meters.
 DQ6606
 DQ6606.The orthometric height was determined by differential leveling and
 DQ6606.adjusted by the NATIONAL GEODETIC SURVEY
 DQ6606.in May 2019.
 DQ6606
 DQ6606.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ6606.GEOID18 height accuracy estimate available here.
 DQ6606
 DQ6606.Click photographs - Photos may exist for this station.
 DQ6606
 DQ6606.The dynamic height is computed by dividing the NAVD 88
 DQ6606.geopotential number by the normal gravity value computed on the
 DQ6606.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ6606.degrees latitude (g = 980.6199 gals.).
 DQ6606
 DQ6606.The modeled gravity was interpolated from observed gravity values.
 DQ6606
 DQ6606;                    North         East    Units  Estimated Accuracy
 DQ6606;SPC MN S     -   185,009.0   1,010,071.3     MT  (+/- 3 meters HH1 GPS) 
 DQ6606
 DQ6606_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXJ2949143686(NAD 83)
 DQ6606
 DQ6606                          SUPERSEDED SURVEY CONTROL
 DQ6606
 DQ6606.No superseded survey control is available for this station.
 DQ6606
 DQ6606_MARKER: I = METAL ROD
 DQ6606_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DQ6606_STAMPING: 2804 L 2017
 DQ6606_MARK LOGO: MNDT
 DQ6606_PROJECTION: RECESSED 10 CENTIMETERS
 DQ6606_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DQ6606_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ6606_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ6606+SATELLITE: SATELLITE OBSERVATIONS - September 17, 2024
 DQ6606_ROD/PIPE-DEPTH: 17.7 meters
 DQ6606
 DQ6606  HISTORY     - Date     Condition        Report By
 DQ6606  HISTORY     - 20170411 MONUMENTED       MNDT
 DQ6606  HISTORY     - 20201215 GOOD             MNDT
 DQ6606  HISTORY     - 20240917 GOOD             MNDT
 DQ6606
 DQ6606                          STATION DESCRIPTION
 DQ6606
 DQ6606'DESCRIBED BY MN DEPT OF TRANSP 2017
 DQ6606'THE STATION IS LOCATED ABOUT 9.0 MI (14.5 KM) EAST-SOUTHEAST OF
 DQ6606'HOUSTON, 8.7 MI (14.0 KM) NORTHEAST OF CALEDONIA AND 6.3 MI (10.1 KM)
 DQ6606'WEST-NORTHWEST OF BROWNSVILLE.
 DQ6606'
 DQ6606'TO REACH THE MARK GO 3.4 MI (5.5 KM) SOUTHWEST ALONG TRUNK HIGHWAY 44
 DQ6606'FROM THE JUNCTION OF TRUNK HIGHWAY 44 AND TRUNK HIGHWAY 16 IN HOKAH,
 DQ6606'AT TRUNK HIGHWAY 44 MILE POINT 62.9.
 DQ6606'
 DQ6606'THE MARK IS LOCATED 54.5 FT (16.6 M) SOUTH OF TRUNK HIGHWAY 44, 18.0
 DQ6606'FT (5.5 M) EAST OF A FIELD ENTRANCE, 1.5 FT (0.5 M) NORTH OF A WITNESS
 DQ6606'POST.
 DQ6606'
 DQ6606'NOTE-THE STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM ROD
 DQ6606'DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION REMOVABLE DISK
 DQ6606'SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH PVC
 DQ6606'PIPE BACK FILLED WITH WASHED SAND.
 DQ6606
 DQ6606                          STATION RECOVERY (2020)
 DQ6606
 DQ6606'RECOVERY NOTE BY MN DEPT OF TRANSP 2020 (KMS)
 DQ6606'RECOVERED IN GOOD CONDITION.
 DQ6606
 DQ6606                          STATION RECOVERY (2024)
 DQ6606
 DQ6606'RECOVERY NOTE BY MN DEPT OF TRANSP 2024 (RMJ)
 DQ6606'3.0 MI (4.8 KM) SOUTHWEST OF HOKAH, 3.4 MI (5.5 KM) SOUTHWEST ALONG
 DQ6606'TRUNK HIGHWAY 44 FROM THE JUNCTION OF TRUNK HIGHWAY 44 AND TRUNK
 DQ6606'HIGHWAY 16 IN HOKAH, AT TRUNK HIGHWAY 44 MILE POINT 62.9, 54.5 FT
 DQ6606'(16.6 M) SOUTH OF TRUNK HIGHWAY 44, 18.0 FT (5.5 M) EAST OF A FIELD
 DQ6606'ENTRANCE, 1.5 FT (0.5 M) NORTH OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DQ6605 ***********************************************************************
 DQ6605  DESIGNATION -  2804 M
 DQ6605  PID         -  DQ6605
 DQ6605  STATE/COUNTY-  MN/HOUSTON
 DQ6605  COUNTRY     -  US
 DQ6605  USGS QUAD   -  CALEDONIA (2019)
 DQ6605
 DQ6605                         *CURRENT SURVEY CONTROL
 DQ6605  ______________________________________________________________________
 DQ6605* NAD 83(1986) POSITION- 43 44 41.29   (N) 091 22 38.74   (W)   HD_HELD1
 DQ6605* NAVD 88 ORTHO HEIGHT -   226.211 (meters)      742.16  (feet) ADJUSTED
 DQ6605  ______________________________________________________________________
 DQ6605  GEOID HEIGHT    -        -31.222 (meters)                     GEOID18
 DQ6605  DYNAMIC HEIGHT  -        226.171 (meters)      742.03  (feet) COMP
 DQ6605  MODELED GRAVITY -    980,436.5   (mgal)                       NAVD 88
 DQ6605
 DQ6605  VERT ORDER      -  SECOND    CLASS I
 DQ6605
 DQ6605.The horizontal coordinates were determined by differentially corrected
 DQ6605.hand held GPS observations or other comparable positioning techniques
 DQ6605.and have an estimated accuracy of +/- 3 meters.
 DQ6605
 DQ6605.The orthometric height was determined by differential leveling and
 DQ6605.adjusted by the NATIONAL GEODETIC SURVEY
 DQ6605.in May 2019.
 DQ6605
 DQ6605.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ6605.GEOID18 height accuracy estimate available here.
 DQ6605
 DQ6605.Click photographs - Photos may exist for this station.
 DQ6605
 DQ6605.The dynamic height is computed by dividing the NAVD 88
 DQ6605.geopotential number by the normal gravity value computed on the
 DQ6605.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ6605.degrees latitude (g = 980.6199 gals.).
 DQ6605
 DQ6605.The modeled gravity was interpolated from observed gravity values.
 DQ6605
 DQ6605;                    North         East    Units  Estimated Accuracy
 DQ6605;SPC MN S     -   186,146.1   1,011,211.6     MT  (+/- 3 meters HH1 GPS) 
 DQ6605
 DQ6605_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXJ3064544808(NAD 83)
 DQ6605
 DQ6605                          SUPERSEDED SURVEY CONTROL
 DQ6605
 DQ6605.No superseded survey control is available for this station.
 DQ6605
 DQ6605_MARKER: I = METAL ROD
 DQ6605_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DQ6605_STAMPING: 2804 M 2017
 DQ6605_MARK LOGO: MNDT
 DQ6605_PROJECTION: RECESSED 8 CENTIMETERS
 DQ6605_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DQ6605_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ6605_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ6605+SATELLITE: SATELLITE OBSERVATIONS - September 17, 2024
 DQ6605_ROD/PIPE-DEPTH: 16.5 meters
 DQ6605
 DQ6605  HISTORY     - Date     Condition        Report By
 DQ6605  HISTORY     - 20170406 MONUMENTED       MNDT
 DQ6605  HISTORY     - 20240917 GOOD             MNDT
 DQ6605
 DQ6605                          STATION DESCRIPTION
 DQ6605
 DQ6605'DESCRIBED BY MN DEPT OF TRANSP 2017
 DQ6605'THE MARK IS LOCATED ABOUT 2.0 MI (3.2 KM) SOUTHWEST OF HOKAH.
 DQ6605'
 DQ6605'TO REACH THE MARK GO 2.3 MI (3.7 KM) SOUTHWEST ALONG TRUNK HIGHWAY 44
 DQ6605'FROM THE JUNCTION OF TRUNK HIGHWAY 44 AND TRUNK HIGHWAY 16 IN HOKAH,
 DQ6605'AT TRUNK HIGHWAY 44 MILE POINT 63.98.
 DQ6605'
 DQ6605'THE MARK IS LOCATED 32.8 FT (10.0 M) EAST-SOUTHEAST OF TRUNK HIGHWAY
 DQ6605'44, 200.2 FT (61.0 M) SOUTH-SOUTHWEST OF A DRIVEWAY NUMBER 6270, 20.0
 DQ6605'FT (6.1 M) EAST-SOUTHEAST OF A FIELD ENTRANCE, 1.5 FT (0.5 M)
 DQ6605'WEST-NORTHWEST OF A WITNESS POST.
 DQ6605'
 DQ6605'NOTE-THE STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM ROD
 DQ6605'DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION REMOVABLE DISK
 DQ6605'SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH PVC
 DQ6605'PIPE BACK FILLED WITH WASHED SAND.
 DQ6605
 DQ6605                          STATION RECOVERY (2024)
 DQ6605
 DQ6605'RECOVERY NOTE BY MN DEPT OF TRANSP 2024 (RMJ)
 DQ6605'2.0 MI (3.2 KM) SOUTHWEST OF HOKAH, 2.3 MI (3.7 KM) SOUTHWEST ALONG
 DQ6605'TRUNK HIGHWAY 44 FROM THE JUNCTION OF TRUNK HIGHWAY 44 AND TRUNK
 DQ6605'HIGHWAY 16 IN HOKAH, AT TRUNK HIGHWAY 44 MILE POINT 63.98, 32.8 FT
 DQ6605'(10.0 M) EAST-SOUTHEAST OF TRUNK HIGHWAY 44, 200.2 FT (61.0 M)
 DQ6605'SOUTH-SOUTHWEST OF DRIVEWAY NUMBER 6270, 20.0 FT (6.1 M)
 DQ6605'EAST-SOUTHEAST OF A FIELD ENTRANCE, 1.5 FT (0.5 M) WEST-NORTHWEST OF A
 DQ6605'WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DQ6604 ***********************************************************************
 DQ6604  DESIGNATION -  2804 N
 DQ6604  PID         -  DQ6604
 DQ6604  STATE/COUNTY-  MN/HOUSTON
 DQ6604  COUNTRY     -  US
 DQ6604  USGS QUAD   -  LA CRESCENT (2019)
 DQ6604
 DQ6604                         *CURRENT SURVEY CONTROL
 DQ6604  ______________________________________________________________________
 DQ6604* NAD 83(1986) POSITION- 43 45 18.0    (N) 091 22 12.6    (W)   HD_HELD2
 DQ6604* NAVD 88 ORTHO HEIGHT -   224.600 (meters)      736.88  (feet) ADJUSTED
 DQ6604  ______________________________________________________________________
 DQ6604  GEOID HEIGHT    -        -31.265 (meters)                     GEOID18
 DQ6604  DYNAMIC HEIGHT  -        224.561 (meters)      736.75  (feet) COMP
 DQ6604  MODELED GRAVITY -    980,439.3   (mgal)                       NAVD 88
 DQ6604
 DQ6604  VERT ORDER      -  SECOND    CLASS I
 DQ6604
 DQ6604.The horizontal coordinates were established by autonomous hand held GPS
 DQ6604.observations and have an estimated accuracy of +/- 10 meters.
 DQ6604
 DQ6604.The orthometric height was determined by differential leveling and
 DQ6604.adjusted by the NATIONAL GEODETIC SURVEY
 DQ6604.in May 2019.
 DQ6604
 DQ6604.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ6604.GEOID18 height accuracy estimate available here.
 DQ6604
 DQ6604.Click photographs - Photos may exist for this station.
 DQ6604
 DQ6604.The dynamic height is computed by dividing the NAVD 88
 DQ6604.geopotential number by the normal gravity value computed on the
 DQ6604.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ6604.degrees latitude (g = 980.6199 gals.).
 DQ6604
 DQ6604.The modeled gravity was interpolated from observed gravity values.
 DQ6604
 DQ6604;                    North         East    Units  Estimated Accuracy
 DQ6604;SPC MN S     -   187,297.    1,011,760.      MT  (+/- 10 meters HH2 GPS)
 DQ6604
 DQ6604_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXJ3120745952(NAD 83)
 DQ6604
 DQ6604                          SUPERSEDED SURVEY CONTROL
 DQ6604
 DQ6604.No superseded survey control is available for this station.
 DQ6604
 DQ6604_MARKER: I = METAL ROD
 DQ6604_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DQ6604_STAMPING: 2804 N 2017
 DQ6604_MARK LOGO: MNDT
 DQ6604_PROJECTION: RECESSED 5 CENTIMETERS
 DQ6604_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DQ6604_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ6604_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ6604+SATELLITE: SATELLITE OBSERVATIONS - September 17, 2024
 DQ6604_ROD/PIPE-DEPTH: 9.8 meters
 DQ6604
 DQ6604  HISTORY     - Date     Condition        Report By
 DQ6604  HISTORY     - 20170405 MONUMENTED       MNDT
 DQ6604  HISTORY     - 20240917 GOOD             MNDT
 DQ6604
 DQ6604                          STATION DESCRIPTION
 DQ6604
 DQ6604'DESCRIBED BY MN DEPT OF TRANSP 2017
 DQ6604'THE STATION IS LOCATED ABOUT 10.4 MI (16.7 KM) NORTHEAST OF CALEDONIA,
 DQ6604'9.9 MI (15.9 KM) EAST OF HOUSTON AND 6.2 MI (10.0 KM) NORTHWEST OF
 DQ6604'BROWNSVILLE.
 DQ6604'
 DQ6604'TO REACH THE MARK GO 1.5 MI (2.4 KM) SOUTHWEST ALONG TRUNK HIGHWAY 44
 DQ6604'FROM THE JUNCTION OF TRUNK HIGHWAY 44 AND TRUNK HIGHWAY 16 IN HOKAH,
 DQ6604'AT TRUNK HIGHWAY 44 MILE POINT 64.7.
 DQ6604'
 DQ6604'THE MARK IS LOCATED 67.1 FT (20.5 M) NORTHWEST OF TRUNK HIGHWAY 44,
 DQ6604'37.3 FT (11.4 M) NORTHWEST OF UNION RIDGE DRIVE, 27.7 FT (8.4 M)
 DQ6604'WEST-SOUTHWEST OF A FIELD ENTRANCE, 1.5 FT (0.5 M) SOUTHEAST OF A
 DQ6604'WITNESS POST.
 DQ6604'
 DQ6604'NOTE-THE STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM ROD
 DQ6604'DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION REMOVABLE DISK
 DQ6604'SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH PVC
 DQ6604'PIPE BACK FILLED WITH WASHED SAND.
 DQ6604
 DQ6604                          STATION RECOVERY (2024)
 DQ6604
 DQ6604'RECOVERY NOTE BY MN DEPT OF TRANSP 2024 (RMJ)
 DQ6604'1.0 MI (1.6 KM) SOUTHWEST OF HOKAH, 1.5 MI (2.4 KM) SOUTHWEST ALONG
 DQ6604'TRUNK HIGHWAY 44 FROM THE JUNCTION OF TRUNK HIGHWAY 44 AND TRUNK
 DQ6604'HIGHWAY 16 IN HOKAH, AT TRUNK HIGHWAY 44 MILE POINT 64.7, 67.1 FT
 DQ6604'(20.5 M) NORTHWEST OF TRUNK HIGHWAY 44, 37.3 FT (11.4 M) NORTHWEST OF
 DQ6604'UNION RIDGE DRIVE, 27.7 FT (8.4 M) WEST-SOUTHWEST OF A FIELD ENTRANCE,
 DQ6604'1.5 FT (0.5 M) SOUTHEAST OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DQ6602 ***********************************************************************
 DQ6602  DESIGNATION -  2804 P
 DQ6602  PID         -  DQ6602
 DQ6602  STATE/COUNTY-  MN/HOUSTON
 DQ6602  COUNTRY     -  US
 DQ6602  USGS QUAD   -  LA CRESCENT (2019)
 DQ6602
 DQ6602                         *CURRENT SURVEY CONTROL
 DQ6602  ______________________________________________________________________
 DQ6602* NAD 83(1986) POSITION- 43 45 27.3    (N) 091 21 26.5    (W)   HD_HELD2
 DQ6602* NAVD 88 ORTHO HEIGHT -   218.639 (meters)      717.32  (feet) ADJUSTED
 DQ6602  ______________________________________________________________________
 DQ6602  GEOID HEIGHT    -        -31.314 (meters)                     GEOID18
 DQ6602  DYNAMIC HEIGHT  -        218.601 (meters)      717.19  (feet) COMP
 DQ6602  MODELED GRAVITY -    980,438.6   (mgal)                       NAVD 88
 DQ6602
 DQ6602  VERT ORDER      -  SECOND    CLASS I
 DQ6602
 DQ6602.The horizontal coordinates were established by autonomous hand held GPS
 DQ6602.observations and have an estimated accuracy of +/- 10 meters.
 DQ6602
 DQ6602.The orthometric height was determined by differential leveling and
 DQ6602.adjusted by the NATIONAL GEODETIC SURVEY
 DQ6602.in May 2019.
 DQ6602
 DQ6602.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ6602.GEOID18 height accuracy estimate available here.
 DQ6602
 DQ6602.Click photographs - Photos may exist for this station.
 DQ6602
 DQ6602.The dynamic height is computed by dividing the NAVD 88
 DQ6602.geopotential number by the normal gravity value computed on the
 DQ6602.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ6602.degrees latitude (g = 980.6199 gals.).
 DQ6602
 DQ6602.The modeled gravity was interpolated from observed gravity values.
 DQ6602
 DQ6602;                    North         East    Units  Estimated Accuracy
 DQ6602;SPC MN S     -   187,617.    1,012,781.      MT  (+/- 10 meters HH2 GPS)
 DQ6602
 DQ6602_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXJ3223246259(NAD 83)
 DQ6602
 DQ6602                          SUPERSEDED SURVEY CONTROL
 DQ6602
 DQ6602.No superseded survey control is available for this station.
 DQ6602
 DQ6602_MARKER: I = METAL ROD
 DQ6602_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DQ6602_STAMPING: 2804 P 2017
 DQ6602_MARK LOGO: MNDT
 DQ6602_PROJECTION: RECESSED 5 CENTIMETERS
 DQ6602_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DQ6602_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ6602_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ6602+SATELLITE: SATELLITE OBSERVATIONS - September 17, 2024
 DQ6602_ROD/PIPE-DEPTH: 13.4 meters
 DQ6602
 DQ6602  HISTORY     - Date     Condition        Report By
 DQ6602  HISTORY     - 20170405 MONUMENTED       MNDT
 DQ6602  HISTORY     - 20240917 GOOD             MNDT
 DQ6602
 DQ6602                          STATION DESCRIPTION
 DQ6602
 DQ6602'DESCRIBED BY MN DEPT OF TRANSP 2017
 DQ6602'THE STATION IS LOCATED ABOUT 11.0 MI (17.7 KM) NORTHEAST OF CALEDONIA,
 DQ6602'10.6 MI (17.1 KM) EAST OF HOUSTON AND 5.9 MI (9.5 KM) NORTHWEST OF
 DQ6602'BROWNSVILLE.
 DQ6602'
 DQ6602'TO REACH THE MARK GO 0.85 MI (1.37 KM) SOUTHWEST ALONG TRUNK HIGHWAY
 DQ6602'44 FROM THE JUNCTION OF TRUNK HIGHWAY 44 AND TRUNK HIGHWAY 16 IN
 DQ6602'HOKAH, AT TRUNK HIGHWAY 44 MILE POINT 63.45.
 DQ6602'
 DQ6602'THE MARK IS LOCATED 40.3 FT (12.3 M) NORTH OF TRUNK HIGHWAY 44, 57.4
 DQ6602'FT (17.5 M) WEST OF EXTENDED SIXTH STREET, 1.5 FT (0.5 M) SOUTH OF A
 DQ6602'WITNESS POST.
 DQ6602'
 DQ6602'NOTE-THE STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM ROD
 DQ6602'DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION REMOVABLE DISK
 DQ6602'SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH PVC
 DQ6602'PIPE BACK FILLED WITH WASHED SAND.
 DQ6602
 DQ6602                          STATION RECOVERY (2024)
 DQ6602
 DQ6602'RECOVERY NOTE BY MN DEPT OF TRANSP 2024 (RMJ)
 DQ6602'IN HOKAH, 0.85 MI (1.37 KM) SOUTHWEST ALONG TRUNK HIGHWAY 44 FROM THE
 DQ6602'JUNCTION OF TRUNK HIGHWAY 44 AND TRUNK HIGHWAY 16 IN HOKAH, AT TRUNK
 DQ6602'HIGHWAY 44 MILE POINT 63.45, 40.3 FT (12.3 M) NORTH OF TRUNK HIGHWAY
 DQ6602'44, 57.4 FT (17.5 M) WEST OF EXTENDED SIXTH STREET, 1.5 FT (0.5 M)
 DQ6602'SOUTH OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DQ8237 ***********************************************************************
 DQ8237  DESIGNATION -  2805 A RESET
 DQ8237  PID         -  DQ8237
 DQ8237  STATE/COUNTY-  MN/HOUSTON
 DQ8237  COUNTRY     -  US
 DQ8237  USGS QUAD   -  LA CRESCENT (2019)
 DQ8237
 DQ8237                         *CURRENT SURVEY CONTROL
 DQ8237  ______________________________________________________________________
 DQ8237* NAD 83(1986) POSITION- 43 49 56.69   (N) 091 18 08.44   (W)   HD_HELD1
 DQ8237* NAVD 88 ORTHO HEIGHT -   207.001 (meters)      679.14  (feet) ADJUSTED
 DQ8237  ______________________________________________________________________
 DQ8237  GEOID HEIGHT    -        -31.588 (meters)                     GEOID18
 DQ8237  DYNAMIC HEIGHT  -        206.965 (meters)      679.02  (feet) COMP
 DQ8237  MODELED GRAVITY -    980,441.8   (mgal)                       NAVD 88
 DQ8237
 DQ8237  VERT ORDER      -  SECOND    CLASS I
 DQ8237
 DQ8237.The horizontal coordinates were determined by differentially corrected
 DQ8237.hand held GPS observations or other comparable positioning techniques
 DQ8237.and have an estimated accuracy of +/- 3 meters.
 DQ8237
 DQ8237.The orthometric height was determined by differential leveling and
 DQ8237.adjusted by the NATIONAL GEODETIC SURVEY
 DQ8237.in May 2019.
 DQ8237
 DQ8237.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ8237.GEOID18 height accuracy estimate available here.
 DQ8237
 DQ8237.Click photographs - Photos may exist for this station.
 DQ8237
 DQ8237.The dynamic height is computed by dividing the NAVD 88
 DQ8237.geopotential number by the normal gravity value computed on the
 DQ8237.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ8237.degrees latitude (g = 980.6199 gals.).
 DQ8237
 DQ8237.The modeled gravity was interpolated from observed gravity values.
 DQ8237
 DQ8237;                    North         East    Units  Estimated Accuracy
 DQ8237;SPC MN S     -   196,071.9   1,016,935.2     MT  (+/- 3 meters HH1 GPS) 
 DQ8237
 DQ8237_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXJ3649154660(NAD 83)
 DQ8237
 DQ8237                          SUPERSEDED SURVEY CONTROL
 DQ8237
 DQ8237.No superseded survey control is available for this station.
 DQ8237
 DQ8237_MARKER: I = METAL ROD
 DQ8237_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DQ8237_STAMPING: 2805 A RESET 2013
 DQ8237_MARK LOGO: MNDT
 DQ8237_PROJECTION: RECESSED 5 CENTIMETERS
 DQ8237_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DQ8237_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ8237_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ8237+SATELLITE: SATELLITE OBSERVATIONS - September 12, 2024
 DQ8237
 DQ8237  HISTORY     - Date     Condition        Report By
 DQ8237  HISTORY     - 20130409 MONUMENTED       MNDT
 DQ8237  HISTORY     - 20161205 GOOD             MNDT
 DQ8237  HISTORY     - 20240912 GOOD             MNDT
 DQ8237
 DQ8237                          STATION DESCRIPTION
 DQ8237
 DQ8237'DESCRIBED BY MN DEPT OF TRANSP 2016 (DAS)
 DQ8237'THE STATION IS LOCATED ABOUT 14.1 MI (22.7 KM) EAST-NORTHEAST OF
 DQ8237'HOUSTON, 14.1 MI (22.7 KM) SOUTHEAST OF PICKWICK AND 9.6 MI (15.4 KM)
 DQ8237'NORTH OF BROWNSVILLE.
 DQ8237'
 DQ8237'TO REACH THE MARK GO 0.45 MI (0.72 KM) NORTH ALONG TRUNK HIGHWAY
 DQ8237'14/TRUNK HIGHWAY 61 FROM THE JUNCTION OF TRUNK HIGHWAY 14/TRUNK
 DQ8237'HIGHWAY 61 EAST AND TRUNK HIGHWAY 16 IN LA CRESCENT, AT TRUNK HIGHWAY
 DQ8237'14/TRUNK HIGHWAY 61 MILE POINT 2.15.
 DQ8237'
 DQ8237'THE MARK IS LOCATED 73.6 FT (22.4 M) WEST OF SOUTHBOUND TRUNK HIGHWAY
 DQ8237'14/TRUNK HIGHWAY 61, 157.8 FT (48.1 M) SOUTH OF FOURTH STREET, 8.9 FT
 DQ8237'(2.7 M) NORTH OF A WITNESS POST.
 DQ8237'
 DQ8237'NOTE-THE STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM ROD
 DQ8237'DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION REMOVABLE DISK
 DQ8237'SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH PVC
 DQ8237'PIPE BACK FILLED WITH WASHED SAND.
 DQ8237
 DQ8237                          STATION RECOVERY (2024)
 DQ8237
 DQ8237'RECOVERY NOTE BY MN DEPT OF TRANSP 2024 (RMJ)
 DQ8237'IN LA CRESCENT, 0.45 MI (0.72 KM) NORTH ALONG TRUNK HIGHWAY 14/TRUNK
 DQ8237'HIGHWAY 61 FROM THE JUNCTION OF TRUNK HIGHWAY 14/TRUNK HIGHWAY 61 EAST
 DQ8237'AND TRUNK HIGHWAY 16 IN LA CRESCENT, AT TRUNK HIGHWAY 14/TRUNK HIGHWAY
 DQ8237'61 MILE POINT 2.15, 73.6 FT (22.4 M) WEST OF SOUTHBOUND TRUNK HIGHWAY
 DQ8237'14/TRUNK HIGHWAY 61, 157.8 FT (48.1 M) SOUTH OF FOURTH STREET, 8.9 FT
 DQ8237'(2.7 M) NORTH OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DQ8239 ***********************************************************************
 DQ8239  DESIGNATION -  2805 B
 DQ8239  PID         -  DQ8239
 DQ8239  STATE/COUNTY-  MN/HOUSTON
 DQ8239  COUNTRY     -  US
 DQ8239  USGS QUAD   -  LA CRESCENT (2019)
 DQ8239
 DQ8239                         *CURRENT SURVEY CONTROL
 DQ8239  ______________________________________________________________________
 DQ8239* NAD 83(1986) POSITION- 43 49 08.90   (N) 091 16 34.79   (W)   HD_HELD1
 DQ8239* NAVD 88 ORTHO HEIGHT -   197.304 (meters)      647.32  (feet) ADJUSTED
 DQ8239  ______________________________________________________________________
 DQ8239  GEOID HEIGHT    -        -31.674 (meters)                     GEOID18
 DQ8239  DYNAMIC HEIGHT  -        197.269 (meters)      647.21  (feet) COMP
 DQ8239  MODELED GRAVITY -    980,438.8   (mgal)                       NAVD 88
 DQ8239
 DQ8239  VERT ORDER      -  SECOND    CLASS I
 DQ8239
 DQ8239.The horizontal coordinates were determined by differentially corrected
 DQ8239.hand held GPS observations or other comparable positioning techniques
 DQ8239.and have an estimated accuracy of +/- 3 meters.
 DQ8239
 DQ8239.The orthometric height was determined by differential leveling and
 DQ8239.adjusted by the NATIONAL GEODETIC SURVEY
 DQ8239.in May 2019.
 DQ8239
 DQ8239.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ8239.GEOID18 height accuracy estimate available here.
 DQ8239
 DQ8239.Click photographs - Photos may exist for this station.
 DQ8239
 DQ8239.The dynamic height is computed by dividing the NAVD 88
 DQ8239.geopotential number by the normal gravity value computed on the
 DQ8239.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ8239.degrees latitude (g = 980.6199 gals.).
 DQ8239
 DQ8239.The modeled gravity was interpolated from observed gravity values.
 DQ8239
 DQ8239;                    North         East    Units  Estimated Accuracy
 DQ8239;SPC MN S     -   194,667.1   1,019,075.5     MT  (+/- 3 meters HH1 GPS) 
 DQ8239
 DQ8239_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXJ3861353229(NAD 83)
 DQ8239
 DQ8239                          SUPERSEDED SURVEY CONTROL
 DQ8239
 DQ8239.No superseded survey control is available for this station.
 DQ8239
 DQ8239_MARKER: I = METAL ROD
 DQ8239_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DQ8239_STAMPING: 2805 B 2013
 DQ8239_MARK LOGO: MNDT
 DQ8239_PROJECTION: RECESSED 5 CENTIMETERS
 DQ8239_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DQ8239_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ8239_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ8239+SATELLITE: SATELLITE OBSERVATIONS - September 12, 2024
 DQ8239_ROD/PIPE-DEPTH: 29.0 meters
 DQ8239
 DQ8239  HISTORY     - Date     Condition        Report By
 DQ8239  HISTORY     - 20130415 MONUMENTED       MNDT
 DQ8239  HISTORY     - 20161205 GOOD             MNDT
 DQ8239  HISTORY     - 20201214 GOOD             MNDT
 DQ8239  HISTORY     - 20240912 GOOD             MNDT
 DQ8239
 DQ8239                          STATION DESCRIPTION
 DQ8239
 DQ8239'DESCRIBED BY MN DEPT OF TRANSP 2016 (DAS)
 DQ8239'THE MARK IS LOCATED ABOUT 2.0 MI (3.2 KM) SOUTHEAST OF LA CRESCENT.
 DQ8239'
 DQ8239'TO REACH THE MARK GO 1.55 MI (2.49 KM) EAST AND SOUTHEAST ALONG TRUNK
 DQ8239'HIGHWAY 14 FROM THE JUNCTION OF TRUNK HIGHWAY 14/TRUNK HIGHWAY
 DQ8239'16/TRUNK HIGHWAY 61/COUNTY ROAD 6 AND TRUNK HIGHWAY 14 IN LA CRESCENT,
 DQ8239'AT TRUNK HIGHWAY 14/TRUNK HIGHWAY 61 MILE POINT 0.20.
 DQ8239'
 DQ8239'THE MARK IS LOCATED 41.5 FT (12.6 M) SOUTH-SOUTHWEST OF TRUNK HIGHWAY
 DQ8239'14/TRUNK HIGHWAY 61, 58.5 FT (17.8 M) NORTH-NORTHEAST OF FRONTAGE
 DQ8239'ROAD, 115.2 FT (35.1 M) EAST-SOUTHEAST OF ROAD, 29.1 FT (8.9 M)
 DQ8239'NORTH-NORTHEAST OF CABLE PEDESTAL, 1.5 FT (0.5 M) NORTHEAST OF A
 DQ8239'WITNESS POST.
 DQ8239'
 DQ8239'NOTE - THE STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM
 DQ8239'ROD DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION REMOVABLE
 DQ8239'DISK SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH
 DQ8239'PVC PIPE BACK FILLED WITH WASHED SAND.
 DQ8239
 DQ8239                          STATION RECOVERY (2020)
 DQ8239
 DQ8239'RECOVERY NOTE BY MN DEPT OF TRANSP 2020 (KMS)
 DQ8239'RECOVERED IN GOOD CONDITION.
 DQ8239
 DQ8239                          STATION RECOVERY (2024)
 DQ8239
 DQ8239'RECOVERY NOTE BY MN DEPT OF TRANSP 2024 (RMJ)
 DQ8239'2.0 MI (3.2 KM) SOUTHEAST OF LA CRESCENT, 1.55 MI (2.49 KM) EAST AND
 DQ8239'SOUTHEAST ALONG TRUNK HIGHWAY 14 FROM THE JUNCTION OF TRUNK HIGHWAY
 DQ8239'14/TRUNK HIGHWAY 16/TRUNK HIGHWAY 61/COUNTY ROAD 6 AND TRUNK HIGHWAY
 DQ8239'14 IN LA CRESCENT, AT TRUNK HIGHWAY 14/TRUNK HIGHWAY 61 MILE POINT
 DQ8239'0.20, 41.5 FT (12.6 M) SOUTH-SOUTHWEST OF TRUNK HIGHWAY 14/TRUNK
 DQ8239'HIGHWAY 61, 58.5 FT (17.8 M) NORTH-NORTHEAST OF A FRONTAGE ROAD, 115.2
 DQ8239'FT (35.1 M) EAST-SOUTHEAST OF A ROAD, 29.1 FT (8.9 M) NORTH-NORTHEAST
 DQ8239'OF A CABLE PEDESTAL, 1.5 FT (0.5 M) NORTHEAST OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DJ3701 ***********************************************************************
 DJ3701  DESIGNATION -  2806 A
 DJ3701  PID         -  DJ3701
 DJ3701  STATE/COUNTY-  MN/HOUSTON
 DJ3701  COUNTRY     -  US
 DJ3701  USGS QUAD   -  WILMINGTON (2019)
 DJ3701
 DJ3701                         *CURRENT SURVEY CONTROL
 DJ3701  ______________________________________________________________________
 DJ3701* NAD 83(2011) POSITION- 43 35 19.87372(N) 091 30 42.66940(W)   ADJUSTED
 DJ3701* NAD 83(2011) ELLIP HT-   318.475 (meters)        (06/27/12)   ADJUSTED
 DJ3701* NAD 83(2011) EPOCH   -  2010.00
 DJ3701* NAVD 88 ORTHO HEIGHT -   349.143 (meters)     1145.48  (feet) ADJUSTED
 DJ3701  ______________________________________________________________________
 DJ3701  GEOID HEIGHT    -        -30.672 (meters)                     GEOID18
 DJ3701  NAD 83(2011) X  -   -122,086.080 (meters)                     COMP
 DJ3701  NAD 83(2011) Y  - -4,625,711.225 (meters)                     COMP
 DJ3701  NAD 83(2011) Z  -  4,375,336.939 (meters)                     COMP
 DJ3701  LAPLACE CORR    -         -6.89  (seconds)                    DEFLEC18
 DJ3701  DYNAMIC HEIGHT  -        349.072 (meters)     1145.25  (feet) COMP
 DJ3701  MODELED GRAVITY -    980,405.8   (mgal)                       NAVD 88
 DJ3701
 DJ3701  VERT ORDER      -  SECOND    CLASS I
 DJ3701
 DJ3701  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DJ3701  Standards:
 DJ3701         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DJ3701            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DJ3701  -------------------------------------------------------------------
 DJ3701  NETWORK    0.28   0.43           0.13   0.09   0.22      0.02914910
 DJ3701  -------------------------------------------------------------------
 DJ3701  Click here for local accuracies and other accuracy information.
 DJ3701
 DJ3701.The horizontal coordinates were established by GPS observations
 DJ3701.and adjusted by the National Geodetic Survey in June 2012.
 DJ3701
 DJ3701.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DJ3701.been affixed to the stable North American tectonic plate. See 
 DJ3701.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DJ3701
 DJ3701.The horizontal coordinates are valid at the epoch date displayed above
 DJ3701.which is a decimal equivalence of Year/Month/Day.
 DJ3701
 DJ3701.The orthometric height was determined by differential leveling and
 DJ3701.adjusted by the NATIONAL GEODETIC SURVEY
 DJ3701.in May 2008.
 DJ3701
 DJ3701.No vertical observational check was made to the station.
 DJ3701
 DJ3701.Significant digits in the geoid height do not necessarily reflect accuracy.
 DJ3701.GEOID18 height accuracy estimate available here.
 DJ3701
 DJ3701.Click photographs - Photos may exist for this station.
 DJ3701
 DJ3701.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DJ3701
 DJ3701.The Laplace correction was computed from DEFLEC18 derived deflections.
 DJ3701
 DJ3701.The ellipsoidal height was determined by GPS observations
 DJ3701.and is referenced to NAD 83.
 DJ3701
 DJ3701.The dynamic height is computed by dividing the NAVD 88
 DJ3701.geopotential number by the normal gravity value computed on the
 DJ3701.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ3701.degrees latitude (g = 980.6199 gals.).
 DJ3701
 DJ3701.The modeled gravity was interpolated from observed gravity values.
 DJ3701
 DJ3701. The following values were computed from the NAD 83(2011) position.
 DJ3701
 DJ3701;                    North         East     Units Scale Factor Converg.
 DJ3701;SPC MN S     -   168,488.368 1,000,916.333   MT  1.00004781   +1 44 38.4
 DJ3701;SPC MN S     -   552,782.25  3,283,839.67   sFT  1.00004781   +1 44 38.4
 DJ3701;UTM  15      - 4,827,285.171   620,132.393   MT  0.99977752   +1 01 34.2
 DJ3701
 DJ3701!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DJ3701!SPC MN S     -   0.99995006  x   1.00004781  =   0.99999787
 DJ3701!UTM  15      -   0.99995006  x   0.99977752  =   0.99972759
 DJ3701
 DJ3701_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXJ2013227285(NAD 83)
 DJ3701
 DJ3701                          SUPERSEDED SURVEY CONTROL
 DJ3701
 DJ3701  NAD 83(2007)-  43 35 19.87393(N)    091 30 42.67056(W) AD(2002.00) 1
 DJ3701  ELLIP H (09/09/09)  318.497  (m)                       GP(2002.00) 4 1
 DJ3701  NAVD 88             349.14   (m)         1145.5    (f) LEVELING    3  
 DJ3701
 DJ3701.Superseded values are not recommended for survey control.
 DJ3701
 DJ3701.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ3701.See file dsdata.pdf to determine how the superseded data were derived.
 DJ3701
 DJ3701_MARKER: DD = SURVEY DISK
 DJ3701_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DJ3701_STAMPING: 2806 A 2005
 DJ3701_MARK LOGO: MNDT
 DJ3701_PROJECTION: RECESSED 3 CENTIMETERS
 DJ3701_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DJ3701_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DJ3701_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DJ3701+SATELLITE: SATELLITE OBSERVATIONS - September 16, 2024
 DJ3701_ROD/PIPE-DEPTH: 4.6 meters
 DJ3701
 DJ3701  HISTORY     - Date     Condition        Report By
 DJ3701  HISTORY     - 2005     MONUMENTED       MNDT
 DJ3701  HISTORY     - 20070228 GOOD             MNDT
 DJ3701  HISTORY     - 20191002 GOOD             MNDT
 DJ3701  HISTORY     - 20240916 GOOD             MNDT
 DJ3701
 DJ3701                          STATION DESCRIPTION
 DJ3701
 DJ3701'DESCRIBED BY MN DEPT OF TRANSP 2005
 DJ3701'THE MARK IS 3.5 MILES (5.6 KM) SOUTH OF CALEDONIA, 0.9 MILES (1.4 KM)
 DJ3701'SOUTH ALONG TRUNK HIGHWAY 76 FROM SOUTH JUNCTION OF TRUNK HIGHWAY 76
 DJ3701'AND TRUNK HIGHWAY 44 (2.5 MILES (0.8 KM) SOUTH OF CALEDONIA), AT TRUNK
 DJ3701'HIGHWAY 76 MILE POINT 7.0, 83.6 FEET (25.5 M) WEST OF TRUNK HIGHWAY
 DJ3701'76, 70.6 FEET (21.5 M) SOUTH OF A POWER POLE, 1.0 FOOT (0.3 M) EAST OF
 DJ3701'A WITNESS POST.
 DJ3701
 DJ3701                          STATION RECOVERY (2007)
 DJ3701
 DJ3701'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (TAM)
 DJ3701'THE MARK WAS RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.
 DJ3701'THE MARK IS 3.5 MILES SOUTH OF CALEDONIA, 0.9 MILE SOUTH ALONG TRUNK
 DJ3701'HIGHWAY 76 FROM SOUTH JUNCTION OF TRUNK HIGHWAY 76 AND TRUNK HIGHWAY
 DJ3701'44 WHICH IS 2.5 MILES SOUTH OF CALEDONIA, AT TRUNK HIGHWAY 76
 DJ3701'MILEPOINT 7.0, 83.6 FEET WEST OF TRUNK HIGHWAY 76, 70.6 FEET SOUTH OF
 DJ3701'POWER POLE, 1.0 FOOT EAST OF WITNESS POST.
 DJ3701
 DJ3701                          STATION RECOVERY (2019)
 DJ3701
 DJ3701'RECOVERY NOTE BY MN DEPT OF TRANSP 2019 (MPP)
 DJ3701'3.5 MI (5.6 KM) SOUTH OF CALEDONIA, 0.9 MI (1.4 KM) SOUTH ALONG TRUNK
 DJ3701'HIGHWAY 76 FROM THE SOUTH JUNCTION OF TRUNK HIGHWAY 76 AND TRUNK
 DJ3701'HIGHWAY 44 WHICH IS 2.5 MI (4.0 KM) SOUTH OF CALEDONIA, AT TRUNK
 DJ3701'HIGHWAY 76 MILE POINT 7.0, 83.6 FT (25.5 M) WEST OF TRUNK HIGHWAY 76,
 DJ3701'70.6 FT (21.5 M) SOUTH OF A POWER POLE, 1.0 FT (0.3 M) EAST OF A
 DJ3701'WITNESS POST.
 DJ3701
 DJ3701                          STATION RECOVERY (2024)
 DJ3701
 DJ3701'RECOVERY NOTE BY MN DEPT OF TRANSP 2024 (RMJ)
 DJ3701'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DJ3702 ***********************************************************************
 DJ3702  DESIGNATION -  2806 B
 DJ3702  PID         -  DJ3702
 DJ3702  STATE/COUNTY-  MN/HOUSTON
 DJ3702  COUNTRY     -  US
 DJ3702  USGS QUAD   -  WILMINGTON (2019)
 DJ3702
 DJ3702                         *CURRENT SURVEY CONTROL
 DJ3702  ______________________________________________________________________
 DJ3702* NAD 83(1986) POSITION- 43 34 37.6    (N) 091 30 47.1    (W)   HD_HELD2
 DJ3702* NAVD 88 ORTHO HEIGHT -   340.733 (meters)     1117.89  (feet) ADJUSTED
 DJ3702  ______________________________________________________________________
 DJ3702  GEOID HEIGHT    -        -30.660 (meters)                     GEOID18
 DJ3702  DYNAMIC HEIGHT  -        340.664 (meters)     1117.66  (feet) COMP
 DJ3702  MODELED GRAVITY -    980,406.0   (mgal)                       NAVD 88
 DJ3702
 DJ3702  VERT ORDER      -  SECOND    CLASS I
 DJ3702
 DJ3702.The horizontal coordinates were established by autonomous hand held GPS
 DJ3702.observations and have an estimated accuracy of +/- 10 meters.
 DJ3702
 DJ3702.The orthometric height was determined by differential leveling and
 DJ3702.adjusted by the NATIONAL GEODETIC SURVEY
 DJ3702.in May 2008.
 DJ3702
 DJ3702.No vertical observational check was made to the station.
 DJ3702
 DJ3702.Significant digits in the geoid height do not necessarily reflect accuracy.
 DJ3702.GEOID18 height accuracy estimate available here.
 DJ3702
 DJ3702.Click photographs - Photos may exist for this station.
 DJ3702
 DJ3702.The dynamic height is computed by dividing the NAVD 88
 DJ3702.geopotential number by the normal gravity value computed on the
 DJ3702.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ3702.degrees latitude (g = 980.6199 gals.).
 DJ3702
 DJ3702.The modeled gravity was interpolated from observed gravity values.
 DJ3702
 DJ3702;                    North         East    Units  Estimated Accuracy
 DJ3702;SPC MN S     -   167,181.    1,000,857.      MT  (+/- 10 meters HH2 GPS)
 DJ3702
 DJ3702_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXJ2005625979(NAD 83)
 DJ3702
 DJ3702                          SUPERSEDED SURVEY CONTROL
 DJ3702
 DJ3702.No superseded survey control is available for this station.
 DJ3702
 DJ3702_MARKER: DD = SURVEY DISK
 DJ3702_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DJ3702_STAMPING: 2806 B 2006
 DJ3702_MARK LOGO: MNDT
 DJ3702_PROJECTION: FLUSH
 DJ3702_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DJ3702_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DJ3702_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DJ3702+SATELLITE: SATELLITE OBSERVATIONS - September 16, 2024
 DJ3702_ROD/PIPE-DEPTH: 4.3 meters
 DJ3702
 DJ3702  HISTORY     - Date     Condition        Report By
 DJ3702  HISTORY     - 2006     MONUMENTED       MNDT
 DJ3702  HISTORY     - 20240916 GOOD             MNDT
 DJ3702
 DJ3702                          STATION DESCRIPTION
 DJ3702
 DJ3702'DESCRIBED BY MN DEPT OF TRANSP 2006
 DJ3702'THE MARK IS 1.78 MILES (2.86 KM) SOUTH ALONG TRUNK HIGHWAY 76 FROM THE
 DJ3702'JUNCTION OF TRUNK HIGHWAY 76 AND TRUNK HIGHWAY 44 IN CALEDONIA, AT
 DJ3702'TRUNK HIGHWAY 76 MILE POINT 6.15, 62.7 FEET (19.1 M) WEST OF TRUNK
 DJ3702'HIGHWAY 76, 2.9 FEET (0.9 M) EAST-NORTHEAST OF WOODEN FENCE CORNER,
 DJ3702'27.2 FEET (8.3 M) NORTH-NORTHEAST OF A POWER POLE, 2.6 FEET (0.8 M)
 DJ3702'EAST OF A WITNESS POST.
 DJ3702
 DJ3702                          STATION RECOVERY (2024)
 DJ3702
 DJ3702'RECOVERY NOTE BY MN DEPT OF TRANSP 2024 (RMJ)
 DJ3702'3.98 MI (6.40 KM) SOUTH OF CALEDONIA, 1.78 MI (2.86 KM) SOUTH ALONG
 DJ3702'TRUNK HIGHWAY 76 FROM THE JUNCTION OF TRUNK HIGHWAY 76 AND TRUNK
 DJ3702'HIGHWAY 44 IN CALEDONIA, AT TRUNK HIGHWAY 76 MILE POINT 6.15, 62.7 FT
 DJ3702'(19.1 M) WEST OF TRUNK HIGHWAY 76, 2.9 FT (0.9 M) EAST-NORTHEAST OF A
 DJ3702'WOODEN FENCE CORNER, 27.2 FT (8.3 M) NORTH-NORTHEAST OF A POWER POLE,
 DJ3702'2.6 FT (0.8 M) EAST OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DJ3703 ***********************************************************************
 DJ3703  DESIGNATION -  2806 C
 DJ3703  PID         -  DJ3703
 DJ3703  STATE/COUNTY-  MN/HOUSTON
 DJ3703  COUNTRY     -  US
 DJ3703  USGS QUAD   -  WILMINGTON (2019)
 DJ3703
 DJ3703                         *CURRENT SURVEY CONTROL
 DJ3703  ______________________________________________________________________
 DJ3703* NAD 83(1986) POSITION- 43 34 08.9    (N) 091 30 49.6    (W)   HD_HELD2
 DJ3703* NAVD 88 ORTHO HEIGHT -   334.006 (meters)     1095.82  (feet) ADJUSTED
 DJ3703  ______________________________________________________________________
 DJ3703  GEOID HEIGHT    -        -30.652 (meters)                     GEOID18
 DJ3703  DYNAMIC HEIGHT  -        333.938 (meters)     1095.59  (feet) COMP
 DJ3703  MODELED GRAVITY -    980,406.1   (mgal)                       NAVD 88
 DJ3703
 DJ3703  VERT ORDER      -  SECOND    CLASS I
 DJ3703
 DJ3703.The horizontal coordinates were established by autonomous hand held GPS
 DJ3703.observations and have an estimated accuracy of +/- 10 meters.
 DJ3703
 DJ3703.The orthometric height was determined by differential leveling and
 DJ3703.adjusted by the NATIONAL GEODETIC SURVEY
 DJ3703.in May 2008.
 DJ3703
 DJ3703.No vertical observational check was made to the station.
 DJ3703
 DJ3703.Significant digits in the geoid height do not necessarily reflect accuracy.
 DJ3703.GEOID18 height accuracy estimate available here.
 DJ3703
 DJ3703.Click photographs - Photos may exist for this station.
 DJ3703
 DJ3703.The dynamic height is computed by dividing the NAVD 88
 DJ3703.geopotential number by the normal gravity value computed on the
 DJ3703.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ3703.degrees latitude (g = 980.6199 gals.).
 DJ3703
 DJ3703.The modeled gravity was interpolated from observed gravity values.
 DJ3703
 DJ3703;                    North         East    Units  Estimated Accuracy
 DJ3703;SPC MN S     -   166,294.    1,000,828.      MT  (+/- 10 meters HH2 GPS)
 DJ3703
 DJ3703_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXJ2001625092(NAD 83)
 DJ3703
 DJ3703                          SUPERSEDED SURVEY CONTROL
 DJ3703
 DJ3703.No superseded survey control is available for this station.
 DJ3703
 DJ3703_MARKER: DD = SURVEY DISK
 DJ3703_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DJ3703_STAMPING: 2806 C 2005
 DJ3703_MARK LOGO: MNDT
 DJ3703_PROJECTION: RECESSED 5 CENTIMETERS
 DJ3703_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DJ3703_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DJ3703_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DJ3703+SATELLITE: SATELLITE OBSERVATIONS - September 16, 2024
 DJ3703_ROD/PIPE-DEPTH: 5.8 meters
 DJ3703
 DJ3703  HISTORY     - Date     Condition        Report By
 DJ3703  HISTORY     - 2005     MONUMENTED       MNDT
 DJ3703  HISTORY     - 20240916 GOOD             MNDT
 DJ3703
 DJ3703                          STATION DESCRIPTION
 DJ3703
 DJ3703'DESCRIBED BY MN DEPT OF TRANSP 2005
 DJ3703'THE MARK IS 5.0 MILES (8.0 KM) NORTHWEST OF EITZEN, 5.05 MI (8.1 KM)
 DJ3703'NORTHWEST ALONG TRUNK HIGHWAY 76 FROM THE JUNCTION OF TRUNK HIGHWAY 76
 DJ3703'AND COUNTY ROAD 2 IN EITZEN, AT TRUNK HIGHWAY 44 MILE POINT 5.60, 97.3
 DJ3703'FEET (29.7 M) WEST OF TRUNK HIGHWAY 76, 13.4 FEET (4.1 M) SOUTH OF A
 DJ3703'FIELD ENTRANCE, 0.9 FEET (27.4 CM) EAST OF A WITNESS POST.
 DJ3703
 DJ3703                          STATION RECOVERY (2024)
 DJ3703
 DJ3703'RECOVERY NOTE BY MN DEPT OF TRANSP 2024 (RMJ)
 DJ3703'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DJ3704 ***********************************************************************
 DJ3704  DESIGNATION -  2806 D
 DJ3704  PID         -  DJ3704
 DJ3704  STATE/COUNTY-  MN/HOUSTON
 DJ3704  COUNTRY     -  US
 DJ3704  USGS QUAD   -  WILMINGTON (2019)
 DJ3704
 DJ3704                         *CURRENT SURVEY CONTROL
 DJ3704  ______________________________________________________________________
 DJ3704* NAD 83(2011) POSITION- 43 33 15.48429(N) 091 30 45.12952(W)   ADJUSTED
 DJ3704* NAD 83(2011) ELLIP HT-   310.694 (meters)        (06/27/12)   ADJUSTED
 DJ3704* NAD 83(2011) EPOCH   -  2010.00
 DJ3704* NAVD 88 ORTHO HEIGHT -   341.334 (meters)     1119.86  (feet) ADJUSTED
 DJ3704  ______________________________________________________________________
 DJ3704  GEOID HEIGHT    -        -30.645 (meters)                     GEOID18
 DJ3704  NAD 83(2011) X  -   -122,210.949 (meters)                     COMP
 DJ3704  NAD 83(2011) Y  - -4,628,349.364 (meters)                     COMP
 DJ3704  NAD 83(2011) Z  -  4,372,550.080 (meters)                     COMP
 DJ3704  LAPLACE CORR    -         -6.93  (seconds)                    DEFLEC18
 DJ3704  DYNAMIC HEIGHT  -        341.265 (meters)     1119.63  (feet) COMP
 DJ3704  MODELED GRAVITY -    980,406.3   (mgal)                       NAVD 88
 DJ3704
 DJ3704  VERT ORDER      -  SECOND    CLASS I
 DJ3704
 DJ3704  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DJ3704  Standards:
 DJ3704         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DJ3704            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DJ3704  -------------------------------------------------------------------
 DJ3704  NETWORK    0.29   0.43           0.13   0.10   0.22      0.00427944
 DJ3704  -------------------------------------------------------------------
 DJ3704  Click here for local accuracies and other accuracy information.
 DJ3704
 DJ3704.The horizontal coordinates were established by GPS observations
 DJ3704.and adjusted by the National Geodetic Survey in June 2012.
 DJ3704
 DJ3704.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DJ3704.been affixed to the stable North American tectonic plate. See 
 DJ3704.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DJ3704
 DJ3704.The horizontal coordinates are valid at the epoch date displayed above
 DJ3704.which is a decimal equivalence of Year/Month/Day.
 DJ3704
 DJ3704.The orthometric height was determined by differential leveling and
 DJ3704.adjusted by the NATIONAL GEODETIC SURVEY
 DJ3704.in May 2008.
 DJ3704
 DJ3704.No vertical observational check was made to the station.
 DJ3704
 DJ3704.Significant digits in the geoid height do not necessarily reflect accuracy.
 DJ3704.GEOID18 height accuracy estimate available here.
 DJ3704
 DJ3704.Click photographs - Photos may exist for this station.
 DJ3704
 DJ3704.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DJ3704
 DJ3704.The Laplace correction was computed from DEFLEC18 derived deflections.
 DJ3704
 DJ3704.The ellipsoidal height was determined by GPS observations
 DJ3704.and is referenced to NAD 83.
 DJ3704
 DJ3704.The dynamic height is computed by dividing the NAVD 88
 DJ3704.geopotential number by the normal gravity value computed on the
 DJ3704.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ3704.degrees latitude (g = 980.6199 gals.).
 DJ3704
 DJ3704.The modeled gravity was interpolated from observed gravity values.
 DJ3704
 DJ3704. The following values were computed from the NAD 83(2011) position.
 DJ3704
 DJ3704;                    North         East     Units Scale Factor Converg.
 DJ3704;SPC MN S     -   164,649.334 1,000,977.977   MT  1.00005748   +1 44 36.7
 DJ3704;SPC MN S     -   540,187.02  3,284,041.91   sFT  1.00005748   +1 44 36.7
 DJ3704;UTM  15      - 4,823,446.722   620,145.910   MT  0.99977756   +1 01 30.2
 DJ3704
 DJ3704!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DJ3704!SPC MN S     -   0.99995128  x   1.00005748  =   1.00000876
 DJ3704!UTM  15      -   0.99995128  x   0.99977756  =   0.99972885
 DJ3704
 DJ3704_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXJ2014523446(NAD 83)
 DJ3704
 DJ3704                          SUPERSEDED SURVEY CONTROL
 DJ3704
 DJ3704  NAD 83(2007)-  43 33 15.48454(N)    091 30 45.13047(W) AD(2002.00) 1
 DJ3704  ELLIP H (09/09/09)  310.718  (m)                       GP(2002.00) 4 1
 DJ3704  NAVD 88             341.33   (m)         1119.8    (f) LEVELING    3  
 DJ3704
 DJ3704.Superseded values are not recommended for survey control.
 DJ3704
 DJ3704.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ3704.See file dsdata.pdf to determine how the superseded data were derived.
 DJ3704
 DJ3704_MARKER: DD = SURVEY DISK
 DJ3704_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DJ3704_STAMPING: 2806 D 2005
 DJ3704_MARK LOGO: MNDT
 DJ3704_PROJECTION: FLUSH
 DJ3704_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DJ3704_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DJ3704_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DJ3704+SATELLITE: SATELLITE OBSERVATIONS - September 16, 2024
 DJ3704_ROD/PIPE-DEPTH: 5.8 meters
 DJ3704
 DJ3704  HISTORY     - Date     Condition        Report By
 DJ3704  HISTORY     - 2005     MONUMENTED       MNDT
 DJ3704  HISTORY     - 20080227 GOOD             MNDT
 DJ3704  HISTORY     - 20201215 GOOD             MNDT
 DJ3704  HISTORY     - 20240916 GOOD             MNDT
 DJ3704
 DJ3704                          STATION DESCRIPTION
 DJ3704
 DJ3704'DESCRIBED BY MN DEPT OF TRANSP 2005
 DJ3704'THE MARK IS 4.0 MILES (6.4 KM) NORTHWEST OF EITZEN, 4.0 MILES (6.4 KM)
 DJ3704'NORTHWEST ALONG TRUNK HIGHWAY 76 FROM THE JUNCTION OF TRUNK HIGHWAY 76
 DJ3704'AND COUNTY ROAD 2 IN EITZEN, AT TRUNK HIGHWAY 44 MILE POINT 4.55, 68.5
 DJ3704'FEET (20.9 M) SOUTHWEST OF TRUNK HIGHWAY 76, 41.9 FEET (12.8 M)
 DJ3704'NORTHWEST OF A FIELD ENTRANCE, 19.3 FEET (5.9 M) NORTHWEST OF A POWER
 DJ3704'POLE, 1.0 FOOT (0.3 M) NORTHEAST OF A WITNESS POST.
 DJ3704
 DJ3704                          STATION RECOVERY (2008)
 DJ3704
 DJ3704'RECOVERY NOTE BY MN DEPT OF TRANSP 2008 (DKH)
 DJ3704'THE MARK WAS RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.
 DJ3704'THE MARK IS 4.0 MILES NORTHWEST OF EITZEN, 4.0 MILES NORTHWEST ALONG
 DJ3704'TRUNK HIGHWAY 76 FROM JUNCTION OF TRUNK HIGHWAY 76 AND COUNTY ROAD 2
 DJ3704'IN EITZEN, AT TRUNK HIGHWAY 76 MILEPOINT 4.55, 68.5 FEET SOUTHWEST OF
 DJ3704'TRUNK HIGHWAY 76, 42 FEET NORTHWEST OF FIELD ENTRANCE, 19.3 FEET
 DJ3704'NORTHWEST OF POWER POLE, 1.0 FOOT NORTHEAST OF WITNESS POST.
 DJ3704
 DJ3704                          STATION RECOVERY (2020)
 DJ3704
 DJ3704'RECOVERY NOTE BY MN DEPT OF TRANSP 2020 (KMS)
 DJ3704'RECOVERED IN GOOD CONDITION.
 DJ3704
 DJ3704                          STATION RECOVERY (2024)
 DJ3704
 DJ3704'RECOVERY NOTE BY MN DEPT OF TRANSP 2024 (RMJ)
 DJ3704'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DJ3705 ***********************************************************************
 DJ3705  DESIGNATION -  2806 E
 DJ3705  PID         -  DJ3705
 DJ3705  STATE/COUNTY-  MN/HOUSTON
 DJ3705  COUNTRY     -  US
 DJ3705  USGS QUAD   -  WILMINGTON (2019)
 DJ3705
 DJ3705                         *CURRENT SURVEY CONTROL
 DJ3705  ______________________________________________________________________
 DJ3705* NAD 83(1986) POSITION- 43 32 32.06   (N) 091 30 10.07   (W)   HD_HELD1
 DJ3705* NAVD 88 ORTHO HEIGHT -   352.136 (meters)     1155.30  (feet) ADJUSTED
 DJ3705  ______________________________________________________________________
 DJ3705  GEOID HEIGHT    -        -30.664 (meters)                     GEOID18
 DJ3705  DYNAMIC HEIGHT  -        352.065 (meters)     1155.07  (feet) COMP
 DJ3705  MODELED GRAVITY -    980,406.8   (mgal)                       NAVD 88
 DJ3705
 DJ3705  VERT ORDER      -  SECOND    CLASS I
 DJ3705
 DJ3705.The horizontal coordinates were determined by differentially corrected
 DJ3705.hand held GPS observations or other comparable positioning techniques
 DJ3705.and have an estimated accuracy of +/- 3 meters.
 DJ3705
 DJ3705.The orthometric height was determined by differential leveling and
 DJ3705.adjusted by the NATIONAL GEODETIC SURVEY
 DJ3705.in May 2008.
 DJ3705
 DJ3705.No vertical observational check was made to the station.
 DJ3705
 DJ3705.Significant digits in the geoid height do not necessarily reflect accuracy.
 DJ3705.GEOID18 height accuracy estimate available here.
 DJ3705
 DJ3705.Click photographs - Photos may exist for this station.
 DJ3705
 DJ3705.The dynamic height is computed by dividing the NAVD 88
 DJ3705.geopotential number by the normal gravity value computed on the
 DJ3705.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ3705.degrees latitude (g = 980.6199 gals.).
 DJ3705
 DJ3705.The modeled gravity was interpolated from observed gravity values.
 DJ3705
 DJ3705;                    North         East    Units  Estimated Accuracy
 DJ3705;SPC MN S     -   163,333.7   1,001,805.5     MT  (+/- 3 meters HH1 GPS) 
 DJ3705
 DJ3705_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXJ2095622121(NAD 83)
 DJ3705
 DJ3705                          SUPERSEDED SURVEY CONTROL
 DJ3705
 DJ3705.No superseded survey control is available for this station.
 DJ3705
 DJ3705_MARKER: DD = SURVEY DISK
 DJ3705_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DJ3705_STAMPING: 2806 E 2005
 DJ3705_MARK LOGO: MNDT
 DJ3705_PROJECTION: FLUSH
 DJ3705_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DJ3705_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DJ3705_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DJ3705+SATELLITE: SATELLITE OBSERVATIONS - September 16, 2024
 DJ3705_ROD/PIPE-DEPTH: 5.2 meters
 DJ3705
 DJ3705  HISTORY     - Date     Condition        Report By
 DJ3705  HISTORY     - 2005     MONUMENTED       MNDT
 DJ3705  HISTORY     - 20201215 GOOD             MNDT
 DJ3705  HISTORY     - 20240916 GOOD             MNDT
 DJ3705
 DJ3705                          STATION DESCRIPTION
 DJ3705
 DJ3705'DESCRIBED BY MN DEPT OF TRANSP 2005
 DJ3705'THE MARK IS 3.0 MILES (4.8 KM) NORTHWEST OF EITZEN, 3.0 MILES (4.8 KM)
 DJ3705'NORTHWEST ALONG TRUNK HIGHWAY 76 FROM THE JUNCTION OF TRUNK HIGHWAY 76
 DJ3705'AND COUNTY ROAD 2 IN EITZEN, AT TRUNK HIGHWAY 76 MILE POINT 3.55, 68.3
 DJ3705'FEET (20.8 M) NORTHEAST OF TRUNK HIGHWAY 76, 2.8 FEET (0.9 M)
 DJ3705'SOUTHWEST OF A FENCE LINE, 1.0 FOOT (0.3 M) SOUTHWEST OF A WITNESS
 DJ3705'POST.
 DJ3705
 DJ3705                          STATION RECOVERY (2020)
 DJ3705
 DJ3705'RECOVERY NOTE BY MN DEPT OF TRANSP 2020 (KMS)
 DJ3705'RECOVERED IN GOOD CONDITION.
 DJ3705
 DJ3705                          STATION RECOVERY (2024)
 DJ3705
 DJ3705'RECOVERY NOTE BY MN DEPT OF TRANSP 2024 (RMJ)
 DJ3705'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DJ3706 ***********************************************************************
 DJ3706  DESIGNATION -  2806 F
 DJ3706  PID         -  DJ3706
 DJ3706  STATE/COUNTY-  MN/HOUSTON
 DJ3706  COUNTRY     -  US
 DJ3706  USGS QUAD   -  EITZEN (2019)
 DJ3706
 DJ3706                         *CURRENT SURVEY CONTROL
 DJ3706  ______________________________________________________________________
 DJ3706* NAD 83(2011) POSITION- 43 32 00.10326(N) 091 29 32.16529(W)   ADJUSTED
 DJ3706* NAD 83(2011) ELLIP HT-   322.710 (meters)        (06/27/12)   ADJUSTED
 DJ3706* NAD 83(2011) EPOCH   -  2010.00
 DJ3706* NAVD 88 ORTHO HEIGHT -   353.399 (meters)     1159.44  (feet) ADJUSTED
 DJ3706  ______________________________________________________________________
 DJ3706  GEOID HEIGHT    -        -30.689 (meters)                     GEOID18
 DJ3706  NAD 83(2011) X  -   -120,615.673 (meters)                     COMP
 DJ3706  NAD 83(2011) Y  - -4,630,003.235 (meters)                     COMP
 DJ3706  NAD 83(2011) Z  -  4,370,871.980 (meters)                     COMP
 DJ3706  LAPLACE CORR    -         -7.52  (seconds)                    DEFLEC18
 DJ3706  DYNAMIC HEIGHT  -        353.327 (meters)     1159.21  (feet) COMP
 DJ3706  MODELED GRAVITY -    980,404.0   (mgal)                       NAVD 88
 DJ3706
 DJ3706  VERT ORDER      -  SECOND    CLASS I
 DJ3706
 DJ3706  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DJ3706  Standards:
 DJ3706         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DJ3706            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DJ3706  -------------------------------------------------------------------
 DJ3706  NETWORK    0.30   0.45           0.14   0.10   0.23      0.00448189
 DJ3706  -------------------------------------------------------------------
 DJ3706  Click here for local accuracies and other accuracy information.
 DJ3706
 DJ3706.The horizontal coordinates were established by GPS observations
 DJ3706.and adjusted by the National Geodetic Survey in June 2012.
 DJ3706
 DJ3706.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DJ3706.been affixed to the stable North American tectonic plate. See 
 DJ3706.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DJ3706
 DJ3706.The horizontal coordinates are valid at the epoch date displayed above
 DJ3706.which is a decimal equivalence of Year/Month/Day.
 DJ3706
 DJ3706.The orthometric height was determined by differential leveling and
 DJ3706.adjusted by the NATIONAL GEODETIC SURVEY
 DJ3706.in May 2008.
 DJ3706
 DJ3706.No vertical observational check was made to the station.
 DJ3706
 DJ3706.Significant digits in the geoid height do not necessarily reflect accuracy.
 DJ3706.GEOID18 height accuracy estimate available here.
 DJ3706
 DJ3706.Click photographs - Photos may exist for this station.
 DJ3706
 DJ3706.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DJ3706
 DJ3706.The Laplace correction was computed from DEFLEC18 derived deflections.
 DJ3706
 DJ3706.The ellipsoidal height was determined by GPS observations
 DJ3706.and is referenced to NAD 83.
 DJ3706
 DJ3706.The dynamic height is computed by dividing the NAVD 88
 DJ3706.geopotential number by the normal gravity value computed on the
 DJ3706.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ3706.degrees latitude (g = 980.6199 gals.).
 DJ3706
 DJ3706.The modeled gravity was interpolated from observed gravity values.
 DJ3706
 DJ3706. The following values were computed from the NAD 83(2011) position.
 DJ3706
 DJ3706;                    North         East     Units Scale Factor Converg.
 DJ3706;SPC MN S     -   162,373.911 1,002,686.396   MT  1.00006352   +1 45 27.9
 DJ3706;SPC MN S     -   532,721.74  3,289,646.95   sFT  1.00006352   +1 45 27.9
 DJ3706;UTM  15      - 4,821,150.689   621,825.178   MT  0.99978256   +1 02 19.0
 DJ3706
 DJ3706!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DJ3706!SPC MN S     -   0.99994940  x   1.00006352  =   1.00001291
 DJ3706!UTM  15      -   0.99994940  x   0.99978256  =   0.99973197
 DJ3706
 DJ3706_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXJ2182521150(NAD 83)
 DJ3706
 DJ3706                          SUPERSEDED SURVEY CONTROL
 DJ3706
 DJ3706  NAD 83(2007)-  43 32 00.10350(N)    091 29 32.16623(W) AD(2002.00) 1
 DJ3706  ELLIP H (09/09/09)  322.733  (m)                       GP(2002.00) 4 1
 DJ3706  NAVD 88             353.40   (m)         1159.4    (f) LEVELING    3  
 DJ3706
 DJ3706.Superseded values are not recommended for survey control.
 DJ3706
 DJ3706.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ3706.See file dsdata.pdf to determine how the superseded data were derived.
 DJ3706
 DJ3706_MARKER: DD = SURVEY DISK
 DJ3706_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DJ3706_STAMPING: 2806 F 2005
 DJ3706_MARK LOGO: MNDT
 DJ3706_PROJECTION: RECESSED 3 CENTIMETERS
 DJ3706_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DJ3706_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DJ3706_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DJ3706+SATELLITE: SATELLITE OBSERVATIONS - September 16, 2024
 DJ3706_ROD/PIPE-DEPTH: 6.1 meters
 DJ3706
 DJ3706  HISTORY     - Date     Condition        Report By
 DJ3706  HISTORY     - 2005     MONUMENTED       MNDT
 DJ3706  HISTORY     - 20080227 GOOD             MNDT
 DJ3706  HISTORY     - 20201215 GOOD             MNDT
 DJ3706  HISTORY     - 20240916 GOOD             MNDT
 DJ3706
 DJ3706                          STATION DESCRIPTION
 DJ3706
 DJ3706'DESCRIBED BY MN DEPT OF TRANSP 2005
 DJ3706'THE MARK IS 2.0 MILES (3.2 KM) NORTHWEST OF EITZEN, 2.20 MI (3.5 KM)
 DJ3706'NORTHWEST ALONG TRUNK HIGHWAY 76 FROM THE JUNCTION OF TRUNK HIGHWAY 76
 DJ3706'AND COUNTY ROAD 2 IN EITZEN, AT TRUNK HIGHWAY 76 MILE POINT 2.75,
 DJ3706'113.2 FEET (34.5 M) NORTHEAST OF TRUNK HIGHWAY 76, 47.5 FT (14.5 M)
 DJ3706'NORTH OF DRIVEWAY NUMBER 21759, 2.8 FEET (0.9 M) SOUTH OF A FENCE
 DJ3706'CORNER, 1.0 FOOT (0.3 M) WEST OF A WITNESS POST.
 DJ3706
 DJ3706                          STATION RECOVERY (2008)
 DJ3706
 DJ3706'RECOVERY NOTE BY MN DEPT OF TRANSP 2008 (DKH)
 DJ3706'THE MARK WAS RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.
 DJ3706'THE MARK IS 2.0 MILES NORTHWEST OF EITZEN, 2.2 MILES NORTHWEST ALONG
 DJ3706'TRUNK HIGHWAY 76 FROM JUNCTION OF TRUNK HIGHWAY 76 AND COUNTY ROAD 2
 DJ3706'IN EITZEN, AT TRUNK HIGHWAY 76 MILEPOINT 2.75, 113.2 FEET NORTHEAST OF
 DJ3706'TRUNK HIGHWAY 76, 47.5 FEET NORTH OF DRIVEWAY NUMBER 21759, 2.8 FEET
 DJ3706'SOUTH OF FENCE CORNER, 1.0 FOOT WEST OF WITNESS POST.
 DJ3706
 DJ3706                          STATION RECOVERY (2020)
 DJ3706
 DJ3706'RECOVERY NOTE BY MN DEPT OF TRANSP 2020 (KMS)
 DJ3706'RECOVERED IN GOOD CONDITION.
 DJ3706
 DJ3706                          STATION RECOVERY (2024)
 DJ3706
 DJ3706'RECOVERY NOTE BY MN DEPT OF TRANSP 2024 (RMJ)
 DJ3706'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DJ3707 ***********************************************************************
 DJ3707  DESIGNATION -  2806 G
 DJ3707  PID         -  DJ3707
 DJ3707  STATE/COUNTY-  MN/HOUSTON
 DJ3707  COUNTRY     -  US
 DJ3707  USGS QUAD   -  EITZEN (2019)
 DJ3707
 DJ3707                         *CURRENT SURVEY CONTROL
 DJ3707  ______________________________________________________________________
 DJ3707* NAD 83(1986) POSITION- 43 31 15.3    (N) 091 29 04.0    (W)   HD_HELD2
 DJ3707* NAVD 88 ORTHO HEIGHT -   352.264 (meters)     1155.72  (feet) ADJUSTED
 DJ3707  ______________________________________________________________________
 DJ3707  GEOID HEIGHT    -        -30.704 (meters)                     GEOID18
 DJ3707  DYNAMIC HEIGHT  -        352.191 (meters)     1155.48  (feet) COMP
 DJ3707  MODELED GRAVITY -    980,403.8   (mgal)                       NAVD 88
 DJ3707
 DJ3707  VERT ORDER      -  SECOND    CLASS I
 DJ3707
 DJ3707.The horizontal coordinates were established by autonomous hand held GPS
 DJ3707.observations and have an estimated accuracy of +/- 10 meters.
 DJ3707
 DJ3707.The orthometric height was determined by differential leveling and
 DJ3707.adjusted by the NATIONAL GEODETIC SURVEY
 DJ3707.in May 2008.
 DJ3707
 DJ3707.No vertical observational check was made to the station.
 DJ3707
 DJ3707.Significant digits in the geoid height do not necessarily reflect accuracy.
 DJ3707.GEOID18 height accuracy estimate available here.
 DJ3707
 DJ3707.Click photographs - Photos may exist for this station.
 DJ3707
 DJ3707.The dynamic height is computed by dividing the NAVD 88
 DJ3707.geopotential number by the normal gravity value computed on the
 DJ3707.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ3707.degrees latitude (g = 980.6199 gals.).
 DJ3707
 DJ3707.The modeled gravity was interpolated from observed gravity values.
 DJ3707
 DJ3707;                    North         East    Units  Estimated Accuracy
 DJ3707;SPC MN S     -   161,011.    1,003,361.      MT  (+/- 10 meters HH2 GPS)
 DJ3707
 DJ3707_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXJ2248219779(NAD 83)
 DJ3707
 DJ3707                          SUPERSEDED SURVEY CONTROL
 DJ3707
 DJ3707.No superseded survey control is available for this station.
 DJ3707
 DJ3707_MARKER: DD = SURVEY DISK
 DJ3707_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DJ3707_STAMPING: 2806 G 2005
 DJ3707_MARK LOGO: MNDT
 DJ3707_PROJECTION: RECESSED 3 CENTIMETERS
 DJ3707_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DJ3707_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DJ3707_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DJ3707+SATELLITE: SATELLITE OBSERVATIONS - September 16, 2024
 DJ3707_ROD/PIPE-DEPTH: 5.5 meters
 DJ3707
 DJ3707  HISTORY     - Date     Condition        Report By
 DJ3707  HISTORY     - 2005     MONUMENTED       MNDT
 DJ3707  HISTORY     - 20240916 GOOD             MNDT
 DJ3707
 DJ3707                          STATION DESCRIPTION
 DJ3707
 DJ3707'DESCRIBED BY MN DEPT OF TRANSP 2005
 DJ3707'THE MARK IS 1.5 MILES (2.4 KM) NORTHWEST OF EITZEN, 1.25 MI (2.0 KM)
 DJ3707'NORTHWEST ALONG TRUNK HIGHWAY 76 FROM THE JUNCTION OF TRUNK HIGHWAY 76
 DJ3707'AND COUNTY ROAD 2 IN EITZEN, AT TRUNK HIGHWAY 76 MILE POINT 1.80, 70.6
 DJ3707'FEET (21.5 M) SOUTHWEST OF TRUNK HIGHWAY 76, 19.8 FT (6.0 M) NORTHWEST
 DJ3707'OF A FIELD ENTRANCE, 1.0 FOOT (0.3 M) NORTHEAST OF A WITNESS POST.
 DJ3707
 DJ3707                          STATION RECOVERY (2024)
 DJ3707
 DJ3707'RECOVERY NOTE BY MN DEPT OF TRANSP 2024 (RMJ)
 DJ3707'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DJ3711 ***********************************************************************
 DJ3711  DESIGNATION -  2806 G 2
 DJ3711  PID         -  DJ3711
 DJ3711  STATE/COUNTY-  MN/HOUSTON
 DJ3711  COUNTRY     -  US
 DJ3711  USGS QUAD   -  WILMINGTON (2019)
 DJ3711
 DJ3711                         *CURRENT SURVEY CONTROL
 DJ3711  ______________________________________________________________________
 DJ3711* NAD 83(2011) POSITION- 43 31 06.80690(N) 091 31 53.55978(W)   ADJUSTED
 DJ3711* NAD 83(2011) ELLIP HT-   308.880 (meters)        (06/27/12)   ADJUSTED
 DJ3711* NAD 83(2011) EPOCH   -  2010.00
 DJ3711* NAVD 88 ORTHO HEIGHT -   339.446 (meters)     1113.67  (feet) ADJUSTED
 DJ3711  ______________________________________________________________________
 DJ3711  GEOID HEIGHT    -        -30.567 (meters)                     GEOID18
 DJ3711  NAD 83(2011) X  -   -123,819.520 (meters)                     COMP
 DJ3711  NAD 83(2011) Y  - -4,631,041.859 (meters)                     COMP
 DJ3711  NAD 83(2011) Z  -  4,369,669.792 (meters)                     COMP
 DJ3711  LAPLACE CORR    -         -6.37  (seconds)                    DEFLEC18
 DJ3711  DYNAMIC HEIGHT  -        339.377 (meters)     1113.44  (feet) COMP
 DJ3711  MODELED GRAVITY -    980,404.7   (mgal)                       NAVD 88
 DJ3711
 DJ3711  VERT ORDER      -  SECOND    CLASS I
 DJ3711
 DJ3711  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DJ3711  Standards:
 DJ3711         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DJ3711            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DJ3711  -------------------------------------------------------------------
 DJ3711  NETWORK    0.24   0.41           0.11   0.08   0.21     -0.00169269
 DJ3711  -------------------------------------------------------------------
 DJ3711  Click here for local accuracies and other accuracy information.
 DJ3711
 DJ3711.The horizontal coordinates were established by GPS observations
 DJ3711.and adjusted by the National Geodetic Survey in June 2012.
 DJ3711
 DJ3711.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DJ3711.been affixed to the stable North American tectonic plate. See 
 DJ3711.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DJ3711
 DJ3711.The horizontal coordinates are valid at the epoch date displayed above
 DJ3711.which is a decimal equivalence of Year/Month/Day.
 DJ3711
 DJ3711.The orthometric height was determined by differential leveling and
 DJ3711.adjusted by the NATIONAL GEODETIC SURVEY
 DJ3711.in May 2008.
 DJ3711
 DJ3711.No vertical observational check was made to the station.
 DJ3711
 DJ3711.Significant digits in the geoid height do not necessarily reflect accuracy.
 DJ3711.GEOID18 height accuracy estimate available here.
 DJ3711
 DJ3711.Click photographs - Photos may exist for this station.
 DJ3711
 DJ3711.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DJ3711
 DJ3711.The Laplace correction was computed from DEFLEC18 derived deflections.
 DJ3711
 DJ3711.The ellipsoidal height was determined by GPS observations
 DJ3711.and is referenced to NAD 83.
 DJ3711
 DJ3711.The dynamic height is computed by dividing the NAVD 88
 DJ3711.geopotential number by the normal gravity value computed on the
 DJ3711.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ3711.degrees latitude (g = 980.6199 gals.).
 DJ3711
 DJ3711.The modeled gravity was interpolated from observed gravity values.
 DJ3711
 DJ3711. The following values were computed from the NAD 83(2011) position.
 DJ3711
 DJ3711;                    North         East     Units Scale Factor Converg.
 DJ3711;SPC MN S     -   160,633.098   999,562.548   MT  1.00006787   +1 43 48.8
 DJ3711;SPC MN S     -   527,010.42  3,279,398.13   sFT  1.00006787   +1 43 48.8
 DJ3711;UTM  15      - 4,819,449.705   618,680.636   MT  0.99977325   +1 00 40.6
 DJ3711
 DJ3711!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DJ3711!SPC MN S     -   0.99995157  x   1.00006787  =   1.00001943
 DJ3711!UTM  15      -   0.99995157  x   0.99977325  =   0.99972483
 DJ3711
 DJ3711_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXJ1868019449(NAD 83)
 DJ3711
 DJ3711                          SUPERSEDED SURVEY CONTROL
 DJ3711
 DJ3711  NAD 83(2007)-  43 31 06.80710(N)    091 31 53.56065(W) AD(2002.00) 1
 DJ3711  ELLIP H (09/09/09)  308.905  (m)                       GP(2002.00) 4 1
 DJ3711  NAVD 88             339.45   (m)         1113.7    (f) LEVELING    3  
 DJ3711
 DJ3711.Superseded values are not recommended for survey control.
 DJ3711
 DJ3711.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ3711.See file dsdata.pdf to determine how the superseded data were derived.
 DJ3711
 DJ3711_MARKER: DD = SURVEY DISK
 DJ3711_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DJ3711_STAMPING: 2806 G 2 2005
 DJ3711_MARK LOGO: MNDT
 DJ3711_PROJECTION: FLUSH
 DJ3711_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DJ3711_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DJ3711_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DJ3711+SATELLITE: SATELLITE OBSERVATIONS - September 11, 2024
 DJ3711_ROD/PIPE-DEPTH: 3.0 meters
 DJ3711
 DJ3711  HISTORY     - Date     Condition        Report By
 DJ3711  HISTORY     - 2005     MONUMENTED       MNDT
 DJ3711  HISTORY     - 20080227 GOOD             MNDT
 DJ3711  HISTORY     - 20240911 GOOD             MNDT
 DJ3711
 DJ3711                          STATION DESCRIPTION
 DJ3711
 DJ3711'DESCRIBED BY MN DEPT OF TRANSP 2005
 DJ3711'THE MARK IS 3.5 MILES (5.6 KM) WEST-NORTHWEST OF EITZEN, 0.7 MI
 DJ3711'(1.1 KM) NORTH-NORTHWEST ALONG TRUNK HIGHWAY 76 FROM THE JUNCTION OF
 DJ3711'TRUNK HIGHWAY 76 AND COUNTY ROAD 2 IN EITZEN, THEN 2.80 MI (4.5 KM)
 DJ3711'WEST ON COUNTY ROAD 27, 71.5 FEET (21.8 M) SOUTH OF COUNTY ROAD
 DJ3711'27, 49.6 FEET (15.1 M) WEST OF DUCK CREEK ROAD, 0.9 FT (0.3 M)
 DJ3711'NORTH OF A WITNESS POST.
 DJ3711
 DJ3711                          STATION RECOVERY (2008)
 DJ3711
 DJ3711'RECOVERY NOTE BY MN DEPT OF TRANSP 2008 (DKH)
 DJ3711'RECOVERED IN GOOD CONDITION.
 DJ3711
 DJ3711                          STATION RECOVERY (2024)
 DJ3711
 DJ3711'RECOVERY NOTE BY MN DEPT OF TRANSP 2024 (KMS)
 DJ3711'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DJ3712 ***********************************************************************
 DJ3712  DESIGNATION -  2806 G 3
 DJ3712  PID         -  DJ3712
 DJ3712  STATE/COUNTY-  MN/HOUSTON
 DJ3712  COUNTRY     -  US
 DJ3712  USGS QUAD   -  WILMINGTON (2019)
 DJ3712
 DJ3712                         *CURRENT SURVEY CONTROL
 DJ3712  ______________________________________________________________________
 DJ3712* NAD 83(1986) POSITION- 43 30 34.24   (N) 091 31 27.73   (W)   HD_HELD1
 DJ3712* NAVD 88 ORTHO HEIGHT -   297.234 (meters)      975.18  (feet) ADJUSTED
 DJ3712  ______________________________________________________________________
 DJ3712  GEOID HEIGHT    -        -30.583 (meters)                     GEOID18
 DJ3712  DYNAMIC HEIGHT  -        297.173 (meters)      974.98  (feet) COMP
 DJ3712  MODELED GRAVITY -    980,404.9   (mgal)                       NAVD 88
 DJ3712
 DJ3712  VERT ORDER      -  SECOND    CLASS I
 DJ3712
 DJ3712.The horizontal coordinates were determined by differentially corrected
 DJ3712.hand held GPS observations or other comparable positioning techniques
 DJ3712.and have an estimated accuracy of +/- 3 meters.
 DJ3712
 DJ3712.The orthometric height was determined by differential leveling and
 DJ3712.adjusted by the NATIONAL GEODETIC SURVEY
 DJ3712.in May 2008.
 DJ3712
 DJ3712.No vertical observational check was made to the station.
 DJ3712
 DJ3712.Significant digits in the geoid height do not necessarily reflect accuracy.
 DJ3712.GEOID18 height accuracy estimate available here.
 DJ3712
 DJ3712.Click photographs - Photos may exist for this station.
 DJ3712
 DJ3712.The dynamic height is computed by dividing the NAVD 88
 DJ3712.geopotential number by the normal gravity value computed on the
 DJ3712.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ3712.degrees latitude (g = 980.6199 gals.).
 DJ3712
 DJ3712.The modeled gravity was interpolated from observed gravity values.
 DJ3712
 DJ3712;                    North         East    Units  Estimated Accuracy
 DJ3712;SPC MN S     -   159,646.0   1,000,172.9     MT  (+/- 3 meters HH1 GPS) 
 DJ3712
 DJ3712_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXJ1927818455(NAD 83)
 DJ3712
 DJ3712                          SUPERSEDED SURVEY CONTROL
 DJ3712
 DJ3712.No superseded survey control is available for this station.
 DJ3712
 DJ3712_MARKER: DD = SURVEY DISK
 DJ3712_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DJ3712_STAMPING: 2806 G3 2006
 DJ3712_MARK LOGO: MNDT
 DJ3712_PROJECTION: RECESSED 3 CENTIMETERS
 DJ3712_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DJ3712_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DJ3712_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DJ3712+SATELLITE: SATELLITE OBSERVATIONS - September 11, 2024
 DJ3712_ROD/PIPE-DEPTH: 3.7 meters
 DJ3712
 DJ3712  HISTORY     - Date     Condition        Report By
 DJ3712  HISTORY     - 2006     MONUMENTED       MNDT
 DJ3712  HISTORY     - 20201215 GOOD             MNDT
 DJ3712  HISTORY     - 20240911 GOOD             MNDT
 DJ3712
 DJ3712                          STATION DESCRIPTION
 DJ3712
 DJ3712'DESCRIBED BY MN DEPT OF TRANSP 2006
 DJ3712'THE MARK IS 3.5 MILES (5.6 KM) WEST-NORTHWEST OF EITZEN, 0.75 MI (1.2
 DJ3712'KM) NORTHWEST ALONG TRUNK HIGHWAY 76 FROM THE JUNCTION OF TRUNK
 DJ3712'HIGHWAY 76 AND COUNTY ROAD 2 IN EITZEN, TO TRUNK HIGHWAY 9 MILE POINT
 DJ3712'1.25, THENCE 2.9 MILES (4.7 KM) WEST-NORTHWEST ON COUNTY ROAD 27,
 DJ3712'THENCE 0.9 MILES (1.4 KM) SOUTHEAST ON DUCK CREEK ROAD, 36.4 FT (11.1
 DJ3712'M) EAST OF DUCK CREEK ROAD, 50.1 FEET (15.3 M) NORTH OF OAKLAND DRIVE,
 DJ3712'1.0 FOOT (0.3 M) WEST OF A WITNESS POST.
 DJ3712
 DJ3712                          STATION RECOVERY (2020)
 DJ3712
 DJ3712'RECOVERY NOTE BY MN DEPT OF TRANSP 2020 (KMS)
 DJ3712'RECOVERED IN GOOD CONDITION.
 DJ3712
 DJ3712                          STATION RECOVERY (2024)
 DJ3712
 DJ3712'RECOVERY NOTE BY MN DEPT OF TRANSP 2024 (KMS)
 DJ3712'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DJ3709 ***********************************************************************
 DJ3709  DESIGNATION -  2806 H
 DJ3709  PID         -  DJ3709
 DJ3709  STATE/COUNTY-  MN/HOUSTON
 DJ3709  COUNTRY     -  US
 DJ3709  USGS QUAD   -  EITZEN (2019)
 DJ3709
 DJ3709                         *CURRENT SURVEY CONTROL
 DJ3709  ______________________________________________________________________
 DJ3709* NAD 83(1986) POSITION- 43 30 36.6    (N) 091 28 16.4    (W)   HD_HELD2
 DJ3709* NAVD 88 ORTHO HEIGHT -   346.982 (meters)     1138.39  (feet) ADJUSTED
 DJ3709  ______________________________________________________________________
 DJ3709  GEOID HEIGHT    -        -30.741 (meters)                     GEOID18
 DJ3709  DYNAMIC HEIGHT  -        346.911 (meters)     1138.16  (feet) COMP
 DJ3709  MODELED GRAVITY -    980,403.2   (mgal)                       NAVD 88
 DJ3709
 DJ3709  VERT ORDER      -  SECOND    CLASS I
 DJ3709
 DJ3709.The horizontal coordinates were established by autonomous hand held GPS
 DJ3709.observations and have an estimated accuracy of +/- 10 meters.
 DJ3709
 DJ3709.The orthometric height was determined by differential leveling and
 DJ3709.adjusted by the NATIONAL GEODETIC SURVEY
 DJ3709.in May 2008.
 DJ3709
 DJ3709.No vertical observational check was made to the station.
 DJ3709
 DJ3709.Significant digits in the geoid height do not necessarily reflect accuracy.
 DJ3709.GEOID18 height accuracy estimate available here.
 DJ3709
 DJ3709.Click photographs - Photos may exist for this station.
 DJ3709
 DJ3709.The dynamic height is computed by dividing the NAVD 88
 DJ3709.geopotential number by the normal gravity value computed on the
 DJ3709.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ3709.degrees latitude (g = 980.6199 gals.).
 DJ3709
 DJ3709.The modeled gravity was interpolated from observed gravity values.
 DJ3709
 DJ3709;                    North         East    Units  Estimated Accuracy
 DJ3709;SPC MN S     -   159,850.    1,004,467.      MT  (+/- 10 meters HH2 GPS)
 DJ3709
 DJ3709_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXJ2357318605(NAD 83)
 DJ3709
 DJ3709                          SUPERSEDED SURVEY CONTROL
 DJ3709
 DJ3709.No superseded survey control is available for this station.
 DJ3709
 DJ3709_MARKER: DD = SURVEY DISK
 DJ3709_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DJ3709_STAMPING: 2806 H 2005
 DJ3709_MARK LOGO: MNDT
 DJ3709_PROJECTION: FLUSH
 DJ3709_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DJ3709_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DJ3709_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DJ3709+SATELLITE: SATELLITE OBSERVATIONS - September 16, 2024
 DJ3709_ROD/PIPE-DEPTH: 3.7 meters
 DJ3709
 DJ3709  HISTORY     - Date     Condition        Report By
 DJ3709  HISTORY     - 2005     MONUMENTED       MNDT
 DJ3709  HISTORY     - 2005     GOOD             MNDT
 DJ3709  HISTORY     - 20070216 GOOD             MNDT
 DJ3709  HISTORY     - 20240916 GOOD             MNDT
 DJ3709
 DJ3709                          STATION DESCRIPTION
 DJ3709
 DJ3709'DESCRIBED BY MN DEPT OF TRANSP 2005
 DJ3709'THE MARK IS 0.5 MILES (0.8 KM) NORTHWEST OF EITZEN, 0.25 MI (0.4 KM)
 DJ3709'NORTHWEST ALONG TRUNK HIGHWAY 76 FROM THE JUNCTION OF TRUNK HIGHWAY 76
 DJ3709'AND COUNTY ROAD 2 IN EITZEN, AT TRUNK HIGHWAY 76 MILE POINT 0.75, 98.8
 DJ3709'FEET (30.1 M) SOUTHWEST OF TRUNK HIGHWAY 76, 3.4 FT (1.0 M) NORTHEAST
 DJ3709'OF A FENCE LINE, 1.0 FOOT (0.3 M) NORTHEAST OF A WITNESS POST.
 DJ3709
 DJ3709                          STATION RECOVERY (2005)
 DJ3709
 DJ3709'RECOVERY NOTE BY MN DEPT OF TRANSP 2005 (WAS)
 DJ3709'0.5 MI (0.8 KM) NORTHWEST OF EITZEN, 0.25 MI (0.4 KM) NORTHWEST ALONG
 DJ3709'TRUNK HIGHWAY 76 FROM THE JUNCTION OF TRUNK HIGHWAY 76 AND COUNTY ROAD
 DJ3709'2 IN EITZEN, AT TRUNK HIGHWAY 76 MILE POINT 0.75, 98.8 FT (30.1 M)
 DJ3709'SOUTHWEST OF TRUNK HIGHWAY 76, 3.4 FT (1.0 M) NORTHEAST OF A FENCE
 DJ3709'LINE, 1.0 FT (0.3 M) NORTHEAST OF A WITNESS POST.
 DJ3709
 DJ3709                          STATION RECOVERY (2007)
 DJ3709
 DJ3709'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (JLM)
 DJ3709'RECOVERED IN GOOD CONDITION.
 DJ3709
 DJ3709                          STATION RECOVERY (2024)
 DJ3709
 DJ3709'RECOVERY NOTE BY MN DEPT OF TRANSP 2024 (RMJ)
 DJ3709'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DK6837 ***********************************************************************
 DK6837  DESIGNATION -  2806 J 1
 DK6837  PID         -  DK6837
 DK6837  STATE/COUNTY-  MN/HOUSTON
 DK6837  COUNTRY     -  US
 DK6837  USGS QUAD   -  EITZEN (2019)
 DK6837
 DK6837                         *CURRENT SURVEY CONTROL
 DK6837  ______________________________________________________________________
 DK6837* NAD 83(1986) POSITION- 43 30 17.6    (N) 091 26 44.9    (W)   HD_HELD2
 DK6837* NAVD 88 ORTHO HEIGHT -   351.870 (meters)     1154.43  (feet) ADJUSTED
 DK6837  ______________________________________________________________________
 DK6837  GEOID HEIGHT    -        -30.823 (meters)                     GEOID18
 DK6837  DYNAMIC HEIGHT  -        351.797 (meters)     1154.19  (feet) COMP
 DK6837  MODELED GRAVITY -    980,401.6   (mgal)                       NAVD 88
 DK6837
 DK6837  VERT ORDER      -  SECOND    CLASS I
 DK6837
 DK6837.The horizontal coordinates were established by autonomous hand held GPS
 DK6837.observations and have an estimated accuracy of +/- 10 meters.
 DK6837
 DK6837.The orthometric height was determined by differential leveling and
 DK6837.adjusted by the NATIONAL GEODETIC SURVEY
 DK6837.in December 2008.
 DK6837
 DK6837.Significant digits in the geoid height do not necessarily reflect accuracy.
 DK6837.GEOID18 height accuracy estimate available here.
 DK6837
 DK6837.Click photographs - Photos may exist for this station.
 DK6837
 DK6837.The dynamic height is computed by dividing the NAVD 88
 DK6837.geopotential number by the normal gravity value computed on the
 DK6837.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK6837.degrees latitude (g = 980.6199 gals.).
 DK6837
 DK6837.The modeled gravity was interpolated from observed gravity values.
 DK6837
 DK6837;                    North         East    Units  Estimated Accuracy
 DK6837;SPC MN S     -   159,328.    1,006,539.      MT  (+/- 10 meters HH2 GPS)
 DK6837
 DK6837_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXJ2563818057(NAD 83)
 DK6837
 DK6837                          SUPERSEDED SURVEY CONTROL
 DK6837
 DK6837.No superseded survey control is available for this station.
 DK6837
 DK6837_MARKER: DD = SURVEY DISK
 DK6837_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DK6837_STAMPING: 2806 J 1 2006
 DK6837_MARK LOGO: MNDT
 DK6837_PROJECTION: FLUSH
 DK6837_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DK6837_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DK6837_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DK6837+SATELLITE: SATELLITE OBSERVATIONS - September 11, 2024
 DK6837_ROD/PIPE-DEPTH: 6.1 meters
 DK6837
 DK6837  HISTORY     - Date     Condition        Report By
 DK6837  HISTORY     - 20060724 MONUMENTED       MNDT
 DK6837  HISTORY     - 20240911 GOOD             MNDT
 DK6837
 DK6837                          STATION DESCRIPTION
 DK6837
 DK6837'DESCRIBED BY MN DEPT OF TRANSP 2006
 DK6837'1.0 MI (1.6 KM) EAST OF EITZEN, 1.25 MI (2.0 KM) EAST ALONG COUNTY
 DK6837'ROAD 2 FROM THE JUNCTION OF COUNTY ROAD 2 AND TRUNK HIGHWAY 76 IN
 DK6837'EITZEN, 74.4 FT (22.7 M) SOUTHWEST OF COUNTY ROAD 2, 47.4 FT (14.4 M)
 DK6837'EAST OF FOX FARM ROAD, 1.0 FT (0.3 M) NORTH OF A WITNESS POST.
 DK6837
 DK6837                          STATION RECOVERY (2024)
 DK6837
 DK6837'RECOVERY NOTE BY MN DEPT OF TRANSP 2024 (KMS)
 DK6837'23.3 FT (7.1 M) NORTH OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DK6836 ***********************************************************************
 DK6836  DESIGNATION -  2806 J 2
 DK6836  PID         -  DK6836
 DK6836  STATE/COUNTY-  MN/HOUSTON
 DK6836  COUNTRY     -  US
 DK6836  USGS QUAD   -  EITZEN (2019)
 DK6836
 DK6836                         *CURRENT SURVEY CONTROL
 DK6836  ______________________________________________________________________
 DK6836* NAD 83(2011) POSITION- 43 30 16.38722(N) 091 24 42.51002(W)   ADJUSTED
 DK6836* NAD 83(2011) ELLIP HT-   317.886 (meters)        (06/27/12)   ADJUSTED
 DK6836* NAD 83(2011) EPOCH   -  2010.00
 DK6836* NAVD 88 ORTHO HEIGHT -   348.815 (meters)     1144.40  (feet) ADJUSTED
 DK6836  ______________________________________________________________________
 DK6836  GEOID HEIGHT    -        -30.937 (meters)                     GEOID18
 DK6836  NAD 83(2011) X  -   -114,167.918 (meters)                     COMP
 DK6836  NAD 83(2011) Y  - -4,632,368.098 (meters)                     COMP
 DK6836  NAD 83(2011) Z  -  4,368,547.438 (meters)                     COMP
 DK6836  LAPLACE CORR    -         -8.29  (seconds)                    DEFLEC18
 DK6836  DYNAMIC HEIGHT  -        348.742 (meters)     1144.16  (feet) COMP
 DK6836  MODELED GRAVITY -    980,398.8   (mgal)                       NAVD 88
 DK6836
 DK6836  VERT ORDER      -  SECOND    CLASS I
 DK6836
 DK6836  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DK6836  Standards:
 DK6836         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DK6836            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DK6836  -------------------------------------------------------------------
 DK6836  NETWORK    0.34   0.51           0.16   0.11   0.26      0.01881278
 DK6836  -------------------------------------------------------------------
 DK6836  Click here for local accuracies and other accuracy information.
 DK6836
 DK6836.The horizontal coordinates were established by GPS observations
 DK6836.and adjusted by the National Geodetic Survey in June 2012.
 DK6836
 DK6836.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DK6836.been affixed to the stable North American tectonic plate. See 
 DK6836.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DK6836
 DK6836.The horizontal coordinates are valid at the epoch date displayed above
 DK6836.which is a decimal equivalence of Year/Month/Day.
 DK6836
 DK6836.The orthometric height was determined by differential leveling and
 DK6836.adjusted by the NATIONAL GEODETIC SURVEY
 DK6836.in December 2008.
 DK6836
 DK6836.Significant digits in the geoid height do not necessarily reflect accuracy.
 DK6836.GEOID18 height accuracy estimate available here.
 DK6836
 DK6836.Click photographs - Photos may exist for this station.
 DK6836
 DK6836.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DK6836
 DK6836.The Laplace correction was computed from DEFLEC18 derived deflections.
 DK6836
 DK6836.The ellipsoidal height was determined by GPS observations
 DK6836.and is referenced to NAD 83.
 DK6836
 DK6836.The dynamic height is computed by dividing the NAVD 88
 DK6836.geopotential number by the normal gravity value computed on the
 DK6836.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK6836.degrees latitude (g = 980.6199 gals.).
 DK6836
 DK6836.The modeled gravity was interpolated from observed gravity values.
 DK6836
 DK6836. The following values were computed from the NAD 83(2011) position.
 DK6836
 DK6836;                    North         East     Units Scale Factor Converg.
 DK6836;SPC MN S     -   159,377.129 1,009,288.724   MT  1.00007205   +1 48 50.9
 DK6836;SPC MN S     -   522,889.80  3,311,308.09   sFT  1.00007205   +1 48 50.9
 DK6836;UTM  15      - 4,818,072.039   628,387.527   MT  0.99980276   +1 05 36.5
 DK6836
 DK6836!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DK6836!SPC MN S     -   0.99995015  x   1.00007205  =   1.00002220
 DK6836!UTM  15      -   0.99995015  x   0.99980276  =   0.99975292
 DK6836
 DK6836_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXJ2838718072(NAD 83)
 DK6836
 DK6836                          SUPERSEDED SURVEY CONTROL
 DK6836
 DK6836  NAD 83(2007)-  43 30 16.38759(N)    091 24 42.51087(W) AD(2002.00) 1
 DK6836  ELLIP H (09/09/09)  317.911  (m)                       GP(2002.00) 4 1
 DK6836  NAVD 88             348.82   (m)         1144.4    (f) LEVELING    3  
 DK6836
 DK6836.Superseded values are not recommended for survey control.
 DK6836
 DK6836.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK6836.See file dsdata.pdf to determine how the superseded data were derived.
 DK6836
 DK6836_MARKER: DD = SURVEY DISK
 DK6836_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DK6836_STAMPING: 2806 J 2 2006
 DK6836_MARK LOGO: MNDT
 DK6836_PROJECTION: FLUSH
 DK6836_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DK6836_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DK6836_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DK6836+SATELLITE: SATELLITE OBSERVATIONS - September 11, 2024
 DK6836_ROD/PIPE-DEPTH: 4.0 meters
 DK6836
 DK6836  HISTORY     - Date     Condition        Report By
 DK6836  HISTORY     - 2006     MONUMENTED       MNDT
 DK6836  HISTORY     - 20080227 GOOD             MNDT
 DK6836  HISTORY     - 20191003 GOOD             MNDT
 DK6836  HISTORY     - 20240911 GOOD             MNDT
 DK6836
 DK6836                          STATION DESCRIPTION
 DK6836
 DK6836'DESCRIBED BY MN DEPT OF TRANSP 2006
 DK6836'2.5 MI (4.0 KM) EAST OF EITZEN, 3.0 MI (4.8 KM) EASTERLY ALONG COUNTY
 DK6836'ROAD 2 FROM THE JUNCTION OF COUNTY ROAD 2 AND TRUNK HIGHWAY 76 IN
 DK6836'EITZEN, 52.3 FT (15.9 M) NORTH OF COUNTY ROAD 2, 13.0 FT (4.0 M) EAST
 DK6836'OF A FIELD ENTRANCE, 1.0 FT (0.3 M) SOUTH OF A WITNESS POST.
 DK6836
 DK6836                          STATION RECOVERY (2008)
 DK6836
 DK6836'RECOVERY NOTE BY MN DEPT OF TRANSP 2008 (DKH)
 DK6836'RECOVERED IN GOOD CONDITION.
 DK6836
 DK6836                          STATION RECOVERY (2019)
 DK6836
 DK6836'RECOVERY NOTE BY MN DEPT OF TRANSP 2019 (MPP)
 DK6836'RECOVERED IN GOOD CONDITION.
 DK6836
 DK6836                          STATION RECOVERY (2024)
 DK6836
 DK6836'RECOVERY NOTE BY MN DEPT OF TRANSP 2024 (KMS)
 DK6836'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DK6835 ***********************************************************************
 DK6835  DESIGNATION -  2806 J 4
 DK6835  PID         -  DK6835
 DK6835  STATE/COUNTY-  MN/HOUSTON
 DK6835  COUNTRY     -  US
 DK6835  USGS QUAD   -  RENO (2019)
 DK6835
 DK6835                         *CURRENT SURVEY CONTROL
 DK6835  ______________________________________________________________________
 DK6835* NAD 83(1986) POSITION- 43 30 22.2    (N) 091 20 49.7    (W)   HD_HELD2
 DK6835* NAVD 88 ORTHO HEIGHT -   344.912 (meters)     1131.60  (feet) ADJUSTED
 DK6835  ______________________________________________________________________
 DK6835  GEOID HEIGHT    -        -31.157 (meters)                     GEOID18
 DK6835  DYNAMIC HEIGHT  -        344.839 (meters)     1131.36  (feet) COMP
 DK6835  MODELED GRAVITY -    980,400.2   (mgal)                       NAVD 88
 DK6835
 DK6835  VERT ORDER      -  SECOND    CLASS I
 DK6835
 DK6835.The horizontal coordinates were established by autonomous hand held GPS
 DK6835.observations and have an estimated accuracy of +/- 10 meters.
 DK6835
 DK6835.The orthometric height was determined by differential leveling and
 DK6835.adjusted by the NATIONAL GEODETIC SURVEY
 DK6835.in December 2008.
 DK6835
 DK6835.Significant digits in the geoid height do not necessarily reflect accuracy.
 DK6835.GEOID18 height accuracy estimate available here.
 DK6835
 DK6835.Click photographs - Photos may exist for this station.
 DK6835
 DK6835.The dynamic height is computed by dividing the NAVD 88
 DK6835.geopotential number by the normal gravity value computed on the
 DK6835.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK6835.degrees latitude (g = 980.6199 gals.).
 DK6835
 DK6835.The modeled gravity was interpolated from observed gravity values.
 DK6835
 DK6835;                    North         East    Units  Estimated Accuracy
 DK6835;SPC MN S     -   159,724.    1,014,510.      MT  (+/- 10 meters HH2 GPS)
 DK6835
 DK6835_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXJ3361118353(NAD 83)
 DK6835
 DK6835                          SUPERSEDED SURVEY CONTROL
 DK6835
 DK6835.No superseded survey control is available for this station.
 DK6835
 DK6835_MARKER: DD = SURVEY DISK
 DK6835_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DK6835_STAMPING: 2806 J 4 2006
 DK6835_MARK LOGO: MNDT
 DK6835_PROJECTION: FLUSH
 DK6835_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DK6835_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DK6835_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DK6835+SATELLITE: SATELLITE OBSERVATIONS - September 17, 2024
 DK6835_ROD/PIPE-DEPTH: 3.7 meters
 DK6835
 DK6835  HISTORY     - Date     Condition        Report By
 DK6835  HISTORY     - 20060724 MONUMENTED       MNDT
 DK6835  HISTORY     - 20240917 GOOD             MNDT
 DK6835
 DK6835                          STATION DESCRIPTION
 DK6835
 DK6835'DESCRIBED BY MN DEPT OF TRANSP 2006
 DK6835'6.0 MI (9.7 KM) EAST OF EITZEN, 6.90 MI (11.1 KM) EASTERLY ALONG
 DK6835'COUNTY ROAD 2 FROM THE JUNCTION OF COUNTY ROAD 2 AND TRUNK
 DK6835'HIGHWAY 76 IN EITZEN, 108.6 FT (33.1 M) SOUTHEAST OF DRIVEWAY NUMBER
 DK6835'4715, 54.4 FT (16.6 M) SOUTHWEST OF COUNTY ROAD 2, 3.7 FT (1.1 M)
 DK6835'NORTHEAST OF A WITNESS POST.
 DK6835
 DK6835                          STATION RECOVERY (2024)
 DK6835
 DK6835'RECOVERY NOTE BY MN DEPT OF TRANSP 2024 (KMS)
 DK6835'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DJ3717 ***********************************************************************
 DJ3717  DESIGNATION -  2807 A
 DJ3717  PID         -  DJ3717
 DJ3717  STATE/COUNTY-  MN/HOUSTON
 DJ3717  COUNTRY     -  US
 DJ3717  USGS QUAD   -  CALEDONIA (2019)
 DJ3717
 DJ3717                         *CURRENT SURVEY CONTROL
 DJ3717  ______________________________________________________________________
 DJ3717* NAD 83(1986) POSITION- 43 38 35.48   (N) 091 29 52.65   (W)   HD_HELD1
 DJ3717* NAVD 88 ORTHO HEIGHT -   350.596 (meters)     1150.25  (feet) ADJUSTED
 DJ3717  ______________________________________________________________________
 DJ3717  GEOID HEIGHT    -        -30.760 (meters)                     GEOID18
 DJ3717  DYNAMIC HEIGHT  -        350.524 (meters)     1150.01  (feet) COMP
 DJ3717  MODELED GRAVITY -    980,404.9   (mgal)                       NAVD 88
 DJ3717
 DJ3717  VERT ORDER      -  SECOND    CLASS I
 DJ3717
 DJ3717.The horizontal coordinates were determined by differentially corrected
 DJ3717.hand held GPS observations or other comparable positioning techniques
 DJ3717.and have an estimated accuracy of +/- 3 meters.
 DJ3717
 DJ3717.The orthometric height was determined by differential leveling and
 DJ3717.adjusted by the NATIONAL GEODETIC SURVEY
 DJ3717.in May 2008.
 DJ3717
 DJ3717.Significant digits in the geoid height do not necessarily reflect accuracy.
 DJ3717.GEOID18 height accuracy estimate available here.
 DJ3717
 DJ3717.Click photographs - Photos may exist for this station.
 DJ3717
 DJ3717.The dynamic height is computed by dividing the NAVD 88
 DJ3717.geopotential number by the normal gravity value computed on the
 DJ3717.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ3717.degrees latitude (g = 980.6199 gals.).
 DJ3717
 DJ3717.The modeled gravity was interpolated from observed gravity values.
 DJ3717
 DJ3717;                    North         East    Units  Estimated Accuracy
 DJ3717;SPC MN S     -   174,556.9   1,001,853.2     MT  (+/- 3 meters HH1 GPS) 
 DJ3717
 DJ3717_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXJ2114433339(NAD 83)
 DJ3717
 DJ3717                          SUPERSEDED SURVEY CONTROL
 DJ3717
 DJ3717.No superseded survey control is available for this station.
 DJ3717
 DJ3717_MARKER: DV = VERTICAL CONTROL DISK
 DJ3717_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 DJ3717_STAMPING: 2807 A 1976
 DJ3717_MARK LOGO: MNHD
 DJ3717_PROJECTION: RECESSED 1 CENTIMETERS
 DJ3717_MAGNETIC: I = MARKER IS A STEEL ROD
 DJ3717_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DJ3717_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DJ3717+SATELLITE: SATELLITE OBSERVATIONS - September 11, 2024
 DJ3717
 DJ3717  HISTORY     - Date     Condition        Report By
 DJ3717  HISTORY     - 1976     MONUMENTED       MNHD
 DJ3717  HISTORY     - 20051115 GOOD             MNDT
 DJ3717  HISTORY     - 20161207 GOOD             MNDT
 DJ3717  HISTORY     - 20240911 GOOD             MNDT
 DJ3717
 DJ3717                          STATION DESCRIPTION
 DJ3717
 DJ3717'DESCRIBED BY MN DEPT OF TRANSP 2005 (MPP)
 DJ3717'THE MARK WAS RECOVERED IN GOOD CONDITION.  THE MARK IS IN CALEDONIA,
 DJ3717'IN SOUTHWEST QUADRANT OF THE JUNCTION OF TRUNK HIGHWAY 44 AND TRUNK
 DJ3717'HIGHWAY 76, AT TRUNK HIGHWAY 76 MILE POINT 10.95, 101 FEET (30.8 M)
 DJ3717'SOUTHWEST OF TRUNK HIGHWAY 76, 66 FEET (20.1 M) NORTHWEST OF WESTBOUND
 DJ3717'TRUNK HIGHWAY 44, 1 FOOT (0.3 M) SOUTHWEST OF A WITNESS POST.  ROD
 DJ3717'DEPTH UNKNOWN.
 DJ3717
 DJ3717                          STATION RECOVERY (2016)
 DJ3717
 DJ3717'RECOVERY NOTE BY MN DEPT OF TRANSP 2016 (DAS)
 DJ3717'RECOVERED AS DESCRIBED.
 DJ3717
 DJ3717                          STATION RECOVERY (2024)
 DJ3717
 DJ3717'RECOVERY NOTE BY MN DEPT OF TRANSP 2024 (RMJ)
 DJ3717'IN CALEDONIA, IN THE SOUTHWEST QUADRANT OF THE JUNCTION OF TRUNK
 DJ3717'HIGHWAY 44 AND TRUNK HIGHWAY 76, AT TRUNK HIGHWAY 76 MILE POINT 10.95,
 DJ3717'101.0 FT (30.8 M) SOUTHWEST OF TRUNK HIGHWAY 76, 66.0 FT (20.1 M)
 DJ3717'NORTHWEST OF WESTBOUND TRUNK HIGHWAY 44, 1.0 FT (0.3 M) SOUTHWEST OF A
 DJ3717'WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DJ3726 ***********************************************************************
 DJ3726  DESIGNATION -  2807 D
 DJ3726  PID         -  DJ3726
 DJ3726  STATE/COUNTY-  MN/HOUSTON
 DJ3726  COUNTRY     -  US
 DJ3726  USGS QUAD   -  SHELDON (2019)
 DJ3726
 DJ3726                         *CURRENT SURVEY CONTROL
 DJ3726  ______________________________________________________________________
 DJ3726* NAD 83(1986) POSITION- 43 40 27.9    (N) 091 30 36.8    (W)   HD_HELD2
 DJ3726* NAVD 88 ORTHO HEIGHT -   368.344 (meters)     1208.48  (feet) ADJUSTED
 DJ3726  ______________________________________________________________________
 DJ3726  GEOID HEIGHT    -        -30.749 (meters)                     GEOID18
 DJ3726  DYNAMIC HEIGHT  -        368.270 (meters)     1208.23  (feet) COMP
 DJ3726  MODELED GRAVITY -    980,407.3   (mgal)                       NAVD 88
 DJ3726
 DJ3726  VERT ORDER      -  SECOND    CLASS I
 DJ3726
 DJ3726.The horizontal coordinates were established by autonomous hand held GPS
 DJ3726.observations and have an estimated accuracy of +/- 10 meters.
 DJ3726
 DJ3726.The orthometric height was determined by differential leveling and
 DJ3726.adjusted by the NATIONAL GEODETIC SURVEY
 DJ3726.in May 2008.
 DJ3726
 DJ3726.Significant digits in the geoid height do not necessarily reflect accuracy.
 DJ3726.GEOID18 height accuracy estimate available here.
 DJ3726
 DJ3726.Click photographs - Photos may exist for this station.
 DJ3726
 DJ3726.The dynamic height is computed by dividing the NAVD 88
 DJ3726.geopotential number by the normal gravity value computed on the
 DJ3726.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ3726.degrees latitude (g = 980.6199 gals.).
 DJ3726
 DJ3726.The modeled gravity was interpolated from observed gravity values.
 DJ3726
 DJ3726;                    North         East    Units  Estimated Accuracy
 DJ3726;SPC MN S     -   177,995.    1,000,758.      MT  (+/- 10 meters HH2 GPS)
 DJ3726
 DJ3726_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXJ2009336790(NAD 83)
 DJ3726
 DJ3726                          SUPERSEDED SURVEY CONTROL
 DJ3726
 DJ3726.No superseded survey control is available for this station.
 DJ3726
 DJ3726_MARKER: DV = VERTICAL CONTROL DISK
 DJ3726_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 DJ3726_STAMPING: 2807 D 1976
 DJ3726_MARK LOGO: MNHD
 DJ3726_PROJECTION: FLUSH
 DJ3726_MAGNETIC: I = MARKER IS A STEEL ROD
 DJ3726_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DJ3726_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DJ3726+SATELLITE: SATELLITE OBSERVATIONS - September 11, 2024
 DJ3726
 DJ3726  HISTORY     - Date     Condition        Report By
 DJ3726  HISTORY     - 1976     MONUMENTED       MNHD
 DJ3726  HISTORY     - 20051115 GOOD             MNDT
 DJ3726  HISTORY     - 20160712 GOOD             MNDT
 DJ3726  HISTORY     - 20240911 GOOD             MNDT
 DJ3726
 DJ3726                          STATION DESCRIPTION
 DJ3726
 DJ3726'DESCRIBED BY MN DEPT OF TRANSP 2005 (MPP)
 DJ3726'THE MARK WAS RECOVERED IN GOOD CONDITION.  THE MARK IS 3.0 MI (4.8 KM)
 DJ3726'NORTH OF CALEDONIA, 2.8 MILES (4.5 KM) NORTH OF NORTH JUNCTION OF
 DJ3726'TRUNK HIGHWAY 44 AND TRUNK HIGHWAY 76, AT TRUNK HIGHWAY 76 MILE POINT
 DJ3726'13.75, 355 FEET (108.2 M) EAST OF TRUNK HIGHWAY 76, 47 FEET (14.3 M)
 DJ3726'NORTH OF COUNTY ROAD 20, 3 FEET (0.9 M) SOUTHWEST OF A POWER POLE, 1
 DJ3726'FOOT (0.3 M) SOUTH OF A WITNESS POST.  ROD DEPTH UNKNOWN.
 DJ3726
 DJ3726                          STATION RECOVERY (2016)
 DJ3726
 DJ3726'RECOVERY NOTE BY MN DEPT OF TRANSP 2016 (DAS)
 DJ3726'RECOVERED IN GOOD CONDITION.
 DJ3726
 DJ3726                          STATION RECOVERY (2024)
 DJ3726
 DJ3726'RECOVERY NOTE BY MN DEPT OF TRANSP 2024 (RMJ)
 DJ3726'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 AC4915 ***********************************************************************
 AC4915  CBN         -  This is a Cooperative Base Network Control Station.
 AC4915  DESIGNATION -  2807 E
 AC4915  PID         -  AC4915
 AC4915  STATE/COUNTY-  MN/HOUSTON
 AC4915  COUNTRY     -  US
 AC4915  USGS QUAD   -  SHELDON (2019)
 AC4915
 AC4915                         *CURRENT SURVEY CONTROL
 AC4915  ______________________________________________________________________
 AC4915* NAD 83(2011) POSITION- 43 41 06.79159(N) 091 30 41.01126(W)   ADJUSTED
 AC4915* NAD 83(2011) ELLIP HT-   336.808 (meters)        (06/27/12)   ADJUSTED
 AC4915* NAD 83(2011) EPOCH   -  2010.00
 AC4915* NAVD 88 ORTHO HEIGHT -   367.582 (meters)     1205.98  (feet) ADJUSTED
 AC4915  ______________________________________________________________________
 AC4915  GEOID HEIGHT    -        -30.756 (meters)                     GEOID18
 AC4915  NAD 83(2011) X  -   -121,854.355 (meters)                     COMP
 AC4915  NAD 83(2011) Y  - -4,618,339.054 (meters)                     COMP
 AC4915  NAD 83(2011) Z  -  4,383,098.753 (meters)                     COMP
 AC4915  LAPLACE CORR    -         -5.81  (seconds)                    DEFLEC18
 AC4915  DYNAMIC HEIGHT  -        367.508 (meters)     1205.73  (feet) COMP
 AC4915  MODELED GRAVITY -    980,408.1   (mgal)                       NAVD 88
 AC4915
 AC4915  VERT ORDER      -  SECOND    CLASS I
 AC4915
 AC4915  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AC4915  Standards:
 AC4915         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AC4915            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AC4915  -------------------------------------------------------------------
 AC4915  NETWORK    0.22   0.47           0.10   0.08   0.24      0.01148774
 AC4915  -------------------------------------------------------------------
 AC4915  Click here for local accuracies and other accuracy information.
 AC4915
 AC4915.The horizontal coordinates were established by GPS observations
 AC4915.and adjusted by the National Geodetic Survey in June 2012.
 AC4915
 AC4915.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AC4915.been affixed to the stable North American tectonic plate. See 
 AC4915.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AC4915
 AC4915.The horizontal coordinates are valid at the epoch date displayed above
 AC4915.which is a decimal equivalence of Year/Month/Day.
 AC4915
 AC4915.The orthometric height was determined by differential leveling and
 AC4915.adjusted by the NATIONAL GEODETIC SURVEY
 AC4915.in May 2008.
 AC4915
 AC4915.Significant digits in the geoid height do not necessarily reflect accuracy.
 AC4915.GEOID18 height accuracy estimate available here.
 AC4915
 AC4915.Click photographs - Photos may exist for this station.
 AC4915
 AC4915.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AC4915
 AC4915.The Laplace correction was computed from DEFLEC18 derived deflections.
 AC4915
 AC4915.The ellipsoidal height was determined by GPS observations
 AC4915.and is referenced to NAD 83.
 AC4915
 AC4915.The dynamic height is computed by dividing the NAVD 88
 AC4915.geopotential number by the normal gravity value computed on the
 AC4915.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC4915.degrees latitude (g = 980.6199 gals.).
 AC4915
 AC4915.The modeled gravity was interpolated from observed gravity values.
 AC4915
 AC4915. The following values were computed from the NAD 83(2011) position.
 AC4915
 AC4915;                    North         East     Units Scale Factor Converg.
 AC4915;SPC MN S     -   179,191.682 1,000,627.592   MT  1.00002270   +1 44 39.6
 AC4915;SPC MN S     -   587,898.04  3,282,892.36   sFT  1.00002270   +1 44 39.6
 AC4915;UTM  15      - 4,837,988.500   619,977.641   MT  0.99977705   +1 01 41.9
 AC4915
 AC4915!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AC4915!SPC MN S     -   0.99994719  x   1.00002270  =   0.99996989
 AC4915!UTM  15      -   0.99994719  x   0.99977705  =   0.99972425
 AC4915
 AC4915_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXJ1997737988(NAD 83)
 AC4915
 AC4915                          SUPERSEDED SURVEY CONTROL
 AC4915
 AC4915  NAD 83(2007)-  43 41 06.79174(N)    091 30 41.01229(W) AD(2002.00) 0
 AC4915  ELLIP H (02/10/07)  336.833  (m)                       GP(2002.00)    
 AC4915  NAD 83(1996)-  43 41 06.79133(N)    091 30 41.01148(W) AD(       ) B
 AC4915  ELLIP H (01/15/97)  336.900  (m)                       GP(       ) 4 1
 AC4915  NAVD 88             367.58   (m)         1206.0    (f) LEVELING    3  
 AC4915  NAVD 88 (08/23/05)  367.54   (m)  GEOID03  model used  GPS OBS        
 AC4915  NAVD 88 (01/15/97)  367.6    (m)  GEOID96  model used  GPS OBS        
 AC4915
 AC4915.Superseded values are not recommended for survey control.
 AC4915
 AC4915.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC4915.See file dsdata.pdf to determine how the superseded data were derived.
 AC4915
 AC4915_MARKER: DV = VERTICAL CONTROL DISK
 AC4915_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 AC4915_STAMPING: 2807 E 1976
 AC4915_MARK LOGO: MNHD
 AC4915_PROJECTION: FLUSH
 AC4915_MAGNETIC: I = MARKER IS A STEEL ROD
 AC4915_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AC4915_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC4915+SATELLITE: SATELLITE OBSERVATIONS - September 11, 2024
 AC4915_ROD/PIPE-DEPTH: 5.5 meters
 AC4915
 AC4915  HISTORY     - Date     Condition        Report By
 AC4915  HISTORY     - 19760401 MONUMENTED       MNHD
 AC4915  HISTORY     - 19950518 GOOD             MNDT
 AC4915  HISTORY     - 20040823 GOOD             MNDT
 AC4915  HISTORY     - 20051116 GOOD             MNDT
 AC4915  HISTORY     - 20060824 GOOD             MNDT
 AC4915  HISTORY     - 20080304 GOOD             MNDT
 AC4915  HISTORY     - 20151001 GOOD             MNDT
 AC4915  HISTORY     - 20161207 GOOD             MNDT
 AC4915  HISTORY     - 20240911 GOOD             MNDT
 AC4915
 AC4915                          STATION DESCRIPTION
 AC4915
 AC4915'DESCRIBED BY MN DEPT OF TRANSP 1995 (DKH)
 AC4915'THE MARK WAS RECOVERED IN GOOD CONDITION.  THE MARK IS LOCATED ABOUT
 AC4915'3-1/4 MI NORTH OF THE TOWN OF CALEDONIA IN THE NW 1/4 OF SECTION 36,
 AC4915'T103N, R6W.  TO REACH THE MARK FROM THE NORTH JCT OF TH 44 AND TH 76
 AC4915'IN CALEDONIA, GO NORTH ALONG TH 76 FOR 3.9 MI (6.3 KM) TO TH 76 MP
 AC4915'14.5 AND THE MARK ON THE LEFT.  THE MARK, A DISK SET ON A DRIVEN ROD,
 AC4915'IS 18 FT (5.5 M) NORTH WB TH 76, 46 FT (14.0 M) EAST OF CO RD 22, 6.0
 AC4915'FT (1.8 M) SOUTH OF A P-POLE, AND 2.0 FT (0.6 M) WEST OF A WIT POST.
 AC4915'RECOVERED AND DESCRIBED BY DAVID K.  HERDER, TYPED BY M.P.P.
 AC4915
 AC4915                          STATION RECOVERY (2004)
 AC4915
 AC4915'RECOVERY NOTE BY MN DEPT OF TRANSP 2004 (MPP)
 AC4915'3.2 MILES NORTH OF CALEDONIA, 0.75 MILES WEST ALONG TRUNK HIGHWAY 76
 AC4915'FROM THE JUNCTION OF TRUNK HIGHWAY 76 AND TRUNK HIGHWAY 44 AT
 AC4915'CALEDONIA, THENCE 2.70 MILES NORTH ON TRUNK HIGHWAY 76, 18 FEET NORTH
 AC4915'OF TRUNK HIGHWAY 76 TO THE WEST, AT TRUNK HIGHWAY 76 MILEPOINT 14.50,
 AC4915'46 FEET EAST OF COUNTY ROAD 22, 6 FEET SOUTH OF POWER POLE, 2 FEET
 AC4915'WEST OF WITNESS POST
 AC4915
 AC4915                          STATION RECOVERY (2005)
 AC4915
 AC4915'RECOVERY NOTE BY MN DEPT OF TRANSP 2005 (MPP)
 AC4915'RECOVERED AS DESCRIBED.
 AC4915
 AC4915                          STATION RECOVERY (2006)
 AC4915
 AC4915'RECOVERY NOTE BY MN DEPT OF TRANSP 2006 (MPP)
 AC4915'RECOVERED IN GOOD CONDITION.
 AC4915
 AC4915                          STATION RECOVERY (2008)
 AC4915
 AC4915'RECOVERY NOTE BY MN DEPT OF TRANSP 2008 (RDW)
 AC4915'THE MARK WAS RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.
 AC4915'THE MARK IS 3.2 MILES NORTH OF CALEDONIA, 0.75 MILE WEST ALONG TRUNK
 AC4915'HIGHWAY 76 FROM THE JUNCTION OF TRUNK HIGHWAY 76 AND TRUNK HIGHWAY 44
 AC4915'AT CALEDONIA, THEN 2.70 MILES NORTH ON TRUNK HIGHWAY 76, 18 FEET NORTH
 AC4915'OF TRUNK HIGHWAY 76 TO THE WEST, AT TRUNK HIGHWAY 76 MILEPOINT 14.50,
 AC4915'46 FEET EAST OF COUNTY ROAD 22, 6 FEET SOUTH OF POWER POLE, 2 FEET
 AC4915'WEST OF WITNESS POST.
 AC4915
 AC4915                          STATION RECOVERY (2015)
 AC4915
 AC4915'RECOVERY NOTE BY MN DEPT OF TRANSP 2015 (MPP)
 AC4915'RECOVERED IN GOOD CONDITION.
 AC4915
 AC4915                          STATION RECOVERY (2016)
 AC4915
 AC4915'RECOVERY NOTE BY MN DEPT OF TRANSP 2016 (DAS)
 AC4915'RECOVERED IN GOOD CONDITION.
 AC4915
 AC4915                          STATION RECOVERY (2024)
 AC4915
 AC4915'RECOVERY NOTE BY MN DEPT OF TRANSP 2024 (RMJ)
 AC4915'3.2 MI (5.1 KM) NORTH OF CALEDONIA, 0.75 MI (1.21 KM) WEST ALONG TRUNK
 AC4915'HIGHWAY 76 FROM THE JUNCTION OF TRUNK HIGHWAY 76 AND TRUNK HIGHWAY 44
 AC4915'AT CALEDONIA, THEN 2.7 MI (4.3 KM) NORTH ON TRUNK HIGHWAY 76, 18.0 FT
 AC4915'(5.5 M) NORTH OF TRUNK HIGHWAY 76 TO THE WEST, AT TRUNK HIGHWAY 76
 AC4915'MILE POINT 14.50, 46.0 FT (14.0 M) EAST OF COUNTY ROAD 22, 6.0 FT (1.8
 AC4915'M) SOUTH OF A POWER POLE, 2.0 FT (0.6 M) WEST OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DJ3725 ***********************************************************************
 DJ3725  DESIGNATION -  2807 F
 DJ3725  PID         -  DJ3725
 DJ3725  STATE/COUNTY-  MN/HOUSTON
 DJ3725  COUNTRY     -  US
 DJ3725  USGS QUAD   -  SHELDON (2019)
 DJ3725
 DJ3725                         *CURRENT SURVEY CONTROL
 DJ3725  ______________________________________________________________________
 DJ3725* NAD 83(1986) POSITION- 43 41 13.1    (N) 091 31 36.3    (W)   HD_HELD2
 DJ3725* NAVD 88 ORTHO HEIGHT -   317.603 (meters)     1042.00  (feet) ADJUSTED
 DJ3725  ______________________________________________________________________
 DJ3725  GEOID HEIGHT    -        -30.723 (meters)                     GEOID18
 DJ3725  DYNAMIC HEIGHT  -        317.539 (meters)     1041.79  (feet) COMP
 DJ3725  MODELED GRAVITY -    980,410.1   (mgal)                       NAVD 88
 DJ3725
 DJ3725  VERT ORDER      -  SECOND    CLASS I
 DJ3725
 DJ3725.The horizontal coordinates were established by autonomous hand held GPS
 DJ3725.observations and have an estimated accuracy of +/- 10 meters.
 DJ3725
 DJ3725.The orthometric height was determined by differential leveling and
 DJ3725.adjusted by the NATIONAL GEODETIC SURVEY
 DJ3725.in May 2008.
 DJ3725
 DJ3725.Significant digits in the geoid height do not necessarily reflect accuracy.
 DJ3725.GEOID18 height accuracy estimate available here.
 DJ3725
 DJ3725.Click photographs - Photos may exist for this station.
 DJ3725
 DJ3725.The dynamic height is computed by dividing the NAVD 88
 DJ3725.geopotential number by the normal gravity value computed on the
 DJ3725.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ3725.degrees latitude (g = 980.6199 gals.).
 DJ3725
 DJ3725.The modeled gravity was interpolated from observed gravity values.
 DJ3725
 DJ3725;                    North         East    Units  Estimated Accuracy
 DJ3725;SPC MN S     -   179,349.      999,384.      MT  (+/- 10 meters HH2 GPS)
 DJ3725
 DJ3725_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXJ1873638161(NAD 83)
 DJ3725
 DJ3725                          SUPERSEDED SURVEY CONTROL
 DJ3725
 DJ3725.No superseded survey control is available for this station.
 DJ3725
 DJ3725_MARKER: DB = BENCH MARK DISK
 DJ3725_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 DJ3725_SP_SET: BOX CULVERT
 DJ3725_STAMPING: 2807 F 1976
 DJ3725_MARK LOGO: MNHD
 DJ3725_MAGNETIC: N = NO MAGNETIC MATERIAL
 DJ3725_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DJ3725+STABILITY: SURFACE MOTION
 DJ3725_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DJ3725+SATELLITE: SATELLITE OBSERVATIONS - September 04, 2024
 DJ3725
 DJ3725  HISTORY     - Date     Condition        Report By
 DJ3725  HISTORY     - 1976     MONUMENTED       MNHD
 DJ3725  HISTORY     - 20051115 GOOD             MNDT
 DJ3725  HISTORY     - 20061025 GOOD             MNDT
 DJ3725  HISTORY     - 20240904 GOOD             MNDT
 DJ3725
 DJ3725                          STATION DESCRIPTION
 DJ3725
 DJ3725'DESCRIBED BY MN DEPT OF TRANSP 2005 (MPP)
 DJ3725'THE MARK WAS RECOVERED IN GOOD CONDITION.  THE MARK IS 3.6 MI (5.8 KM)
 DJ3725'NORTHWEST OF CALEDONIA, 4.3 MILES (6.9 KM) WEST AND NORTHWEST OF NORTH
 DJ3725'JUNCTION OF TRUNK HIGHWAY 44 AND TRUNK HIGHWAY 76, AT TRUNK HIGHWAY 76
 DJ3725'MILE POINT 15.25, 20 FEET (6.1 M) NORTH OF TRUNK HIGHWAY 76, 25 FEET
 DJ3725'(7.6 M) WEST OF A WITNESS POST, IN NORTHWEST CORNER OF TRUNK HIGHWAY
 DJ3725'76 BOX CULVERT.
 DJ3725
 DJ3725                          STATION RECOVERY (2006)
 DJ3725
 DJ3725'RECOVERY NOTE BY MN DEPT OF TRANSP 2006 (DRB)
 DJ3725'RECOVERED IN GOOD CONDITION.
 DJ3725
 DJ3725                          STATION RECOVERY (2024)
 DJ3725
 DJ3725'RECOVERY NOTE BY MN DEPT OF TRANSP 2024 (RMJ)
 DJ3725'3.6 MI (5.8 KM) NORTHWEST OF CALEDONIA, IN THE NORTHWEST CORNER OF A
 DJ3725'TRUNK HIGHWAY 76 BOX CULVERT, 4.3 MI (6.9 KM) WEST AND NORTHWEST OF
 DJ3725'THE NORTH JUNCTION OF TRUNK HIGHWAY 44 AND TRUNK HIGHWAY 76, AT TRUNK
 DJ3725'HIGHWAY 76 MILE POINT 15.25, 20.0 FT (6.1 M) NORTH OF TRUNK HIGHWAY
 DJ3725'76, 25.0 FT (7.6 M) WEST OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DJ3723 ***********************************************************************
 DJ3723  DESIGNATION -  2807 J
 DJ3723  PID         -  DJ3723
 DJ3723  STATE/COUNTY-  MN/HOUSTON
 DJ3723  COUNTRY     -  US
 DJ3723  USGS QUAD   -  SHELDON (2019)
 DJ3723
 DJ3723                         *CURRENT SURVEY CONTROL
 DJ3723  ______________________________________________________________________
 DJ3723* NAD 83(1986) POSITION- 43 41 46.5    (N) 091 33 04.4    (W)   HD_HELD2
 DJ3723* NAVD 88 ORTHO HEIGHT -   242.186 (meters)      794.57  (feet) ADJUSTED
 DJ3723  ______________________________________________________________________
 DJ3723  GEOID HEIGHT    -        -30.679 (meters)                     GEOID18
 DJ3723  DYNAMIC HEIGHT  -        242.138 (meters)      794.41  (feet) COMP
 DJ3723  MODELED GRAVITY -    980,418.2   (mgal)                       NAVD 88
 DJ3723
 DJ3723  VERT ORDER      -  SECOND    CLASS I
 DJ3723
 DJ3723.The horizontal coordinates were established by autonomous hand held GPS
 DJ3723.observations and have an estimated accuracy of +/- 10 meters.
 DJ3723
 DJ3723.The orthometric height was determined by differential leveling and
 DJ3723.adjusted by the NATIONAL GEODETIC SURVEY
 DJ3723.in May 2008.
 DJ3723
 DJ3723.Significant digits in the geoid height do not necessarily reflect accuracy.
 DJ3723.GEOID18 height accuracy estimate available here.
 DJ3723
 DJ3723.Click photographs - Photos may exist for this station.
 DJ3723
 DJ3723.The dynamic height is computed by dividing the NAVD 88
 DJ3723.geopotential number by the normal gravity value computed on the
 DJ3723.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ3723.degrees latitude (g = 980.6199 gals.).
 DJ3723
 DJ3723.The modeled gravity was interpolated from observed gravity values.
 DJ3723
 DJ3723;                    North         East    Units  Estimated Accuracy
 DJ3723;SPC MN S     -   180,320.      997,381.      MT  (+/- 10 meters HH2 GPS)
 DJ3723
 DJ3723_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXJ1674639156(NAD 83)
 DJ3723
 DJ3723                          SUPERSEDED SURVEY CONTROL
 DJ3723
 DJ3723.No superseded survey control is available for this station.
 DJ3723
 DJ3723_MARKER: DV = VERTICAL CONTROL DISK
 DJ3723_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 DJ3723_STAMPING: 2807 J 1976
 DJ3723_MARK LOGO: MNHD
 DJ3723_PROJECTION: FLUSH
 DJ3723_MAGNETIC: I = MARKER IS A STEEL ROD
 DJ3723_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DJ3723_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DJ3723+SATELLITE: SATELLITE OBSERVATIONS - September 04, 2024
 DJ3723
 DJ3723  HISTORY     - Date     Condition        Report By
 DJ3723  HISTORY     - 1976     MONUMENTED       MNHD
 DJ3723  HISTORY     - 20051115 GOOD             MNDT
 DJ3723  HISTORY     - 20061026 GOOD             MNDT
 DJ3723  HISTORY     - 20240904 GOOD             MNDT
 DJ3723
 DJ3723                          STATION DESCRIPTION
 DJ3723
 DJ3723'DESCRIBED BY MN DEPT OF TRANSP 2005 (MPP)
 DJ3723'THE MARK WAS RECOVERED IN GOOD CONDITION.  THE MARK IS 4.2 MI (6.8 KM)
 DJ3723'SOUTH OF HOUSTON, 6.0 MILES (9.7 KM) SOUTH OF EAST JUNCTION OF TRUNK
 DJ3723'HIGHWAY 16 AND TRUNK HIGHWAY 76, AT TRUNK HIGHWAY 76 MILE POINT 16.90,
 DJ3723'64 FEET (19.5 M) WEST OF TRUNK HIGHWAY 76, 44 FT (13.4 M) (13.4 M)
 DJ3723'NORTHWEST OF METAL CULVERT UNDER TRUNK HIGHWAY 76, 93 FT (28.3 M)
 DJ3723'SOUTHWEST OF 18 INCH (46 CM) OAK TREE, 1 FOOT (0.3 M) EAST OF A
 DJ3723'WITNESS POST.  ROD DEPTH UNKNOWN.
 DJ3723
 DJ3723                          STATION RECOVERY (2006)
 DJ3723
 DJ3723'RECOVERY NOTE BY MN DEPT OF TRANSP 2006 (DRB)
 DJ3723'RECOVERED IN GOOD CONDITION.
 DJ3723
 DJ3723                          STATION RECOVERY (2024)
 DJ3723
 DJ3723'RECOVERY NOTE BY MN DEPT OF TRANSP 2024 (RMJ)
 DJ3723'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DJ3681 ***********************************************************************
 DJ3681  DESIGNATION -  2807 L
 DJ3681  PID         -  DJ3681
 DJ3681  STATE/COUNTY-  MN/HOUSTON
 DJ3681  COUNTRY     -  US
 DJ3681  USGS QUAD   -  SHELDON (2019)
 DJ3681
 DJ3681                         *CURRENT SURVEY CONTROL
 DJ3681  ______________________________________________________________________
 DJ3681* NAD 83(1986) POSITION- 43 43 38.4    (N) 091 34 14.2    (W)   HD_HELD2
 DJ3681* NAVD 88 ORTHO HEIGHT -   220.399 (meters)      723.09  (feet) ADJUSTED
 DJ3681  ______________________________________________________________________
 DJ3681  GEOID HEIGHT    -        -30.673 (meters)                     GEOID18
 DJ3681  DYNAMIC HEIGHT  -        220.359 (meters)      722.96  (feet) COMP
 DJ3681  MODELED GRAVITY -    980,434.6   (mgal)                       NAVD 88
 DJ3681
 DJ3681  VERT ORDER      -  SECOND    CLASS I
 DJ3681
 DJ3681.The horizontal coordinates were established by autonomous hand held GPS
 DJ3681.observations and have an estimated accuracy of +/- 10 meters.
 DJ3681
 DJ3681.The orthometric height was determined by differential leveling and
 DJ3681.adjusted by the NATIONAL GEODETIC SURVEY
 DJ3681.in May 2008.
 DJ3681
 DJ3681.Significant digits in the geoid height do not necessarily reflect accuracy.
 DJ3681.GEOID18 height accuracy estimate available here.
 DJ3681
 DJ3681.Click photographs - Photos may exist for this station.
 DJ3681
 DJ3681.The dynamic height is computed by dividing the NAVD 88
 DJ3681.geopotential number by the normal gravity value computed on the
 DJ3681.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ3681.degrees latitude (g = 980.6199 gals.).
 DJ3681
 DJ3681.The modeled gravity was interpolated from observed gravity values.
 DJ3681
 DJ3681;                    North         East    Units  Estimated Accuracy
 DJ3681;SPC MN S     -   183,725.      995,716.      MT  (+/- 10 meters HH2 GPS)
 DJ3681
 DJ3681_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXJ1512442581(NAD 83)
 DJ3681
 DJ3681                          SUPERSEDED SURVEY CONTROL
 DJ3681
 DJ3681.No superseded survey control is available for this station.
 DJ3681
 DJ3681_MARKER: DB = BENCH MARK DISK
 DJ3681_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 DJ3681_SP_SET: BOX CULVERT
 DJ3681_STAMPING: 2807 L 1976
 DJ3681_MARK LOGO: MNHD
 DJ3681_MAGNETIC: N = NO MAGNETIC MATERIAL
 DJ3681_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DJ3681+STABILITY: SURFACE MOTION
 DJ3681_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DJ3681+SATELLITE: SATELLITE OBSERVATIONS - October 26, 2006
 DJ3681
 DJ3681  HISTORY     - Date     Condition        Report By
 DJ3681  HISTORY     - 1976     MONUMENTED       MNHD
 DJ3681  HISTORY     - 20051115 GOOD             MNDT
 DJ3681  HISTORY     - 20061026 GOOD             MNDT
 DJ3681  HISTORY     - 20240904 MARK NOT FOUND   MNDT
 DJ3681
 DJ3681                          STATION DESCRIPTION
 DJ3681
 DJ3681'DESCRIBED BY MN DEPT OF TRANSP 2005 (MPP)
 DJ3681'THE MARK WAS RECOVERED IN GOOD CONDITION.  THE MARK IS 2.4 MI (3.9 KM)
 DJ3681'SOUTH OF HOUSTON, 2.8 MILES (4.5 KM) SOUTH OF EAST JUNCTION OF TRUNK
 DJ3681'HIGHWAY 16 AND TRUNK HIGHWAY 76, AT TRUNK HIGHWAY 76 MILE POINT 19.40,
 DJ3681'IN SOUTHEAST CORNER OF TRUNK HIGHWAY 76 CATTLE PASS, 77 FEET (23.5 M)
 DJ3681'NORTHEAST OF TRUNK HIGHWAY 76, 3 FEET (0.9 M) NORTHEAST OF A FENCE
 DJ3681'LINE.
 DJ3681
 DJ3681                          STATION RECOVERY (2006)
 DJ3681
 DJ3681'RECOVERY NOTE BY MN DEPT OF TRANSP 2006 (DRB)
 DJ3681'RECOVERED IN GOOD CONDITION.
 DJ3681
 DJ3681                          STATION RECOVERY (2024)
 DJ3681
 DJ3681'RECOVERY NOTE BY MN DEPT OF TRANSP 2024 (RMJ)
 DJ3681'AFTER A THOROUGH FIELD SEARCH MARK WAS NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DJ3722 ***********************************************************************
 DJ3722  DESIGNATION -  2807 M
 DJ3722  PID         -  DJ3722
 DJ3722  STATE/COUNTY-  MN/HOUSTON
 DJ3722  COUNTRY     -  US
 DJ3722  USGS QUAD   -  SHELDON (2019)
 DJ3722
 DJ3722                         *CURRENT SURVEY CONTROL
 DJ3722  ______________________________________________________________________
 DJ3722* NAD 83(1986) POSITION- 43 44 17.     (N) 091 33 52.     (W)   SCALED
 DJ3722* NAVD 88 ORTHO HEIGHT -   215.229 (meters)      706.13  (feet) ADJUSTED
 DJ3722  ______________________________________________________________________
 DJ3722  GEOID HEIGHT    -        -30.695 (meters)                     GEOID18
 DJ3722  DYNAMIC HEIGHT  -        215.191 (meters)      706.01  (feet) COMP
 DJ3722  MODELED GRAVITY -    980,437.2   (mgal)                       NAVD 88
 DJ3722
 DJ3722  VERT ORDER      -  SECOND    CLASS I
 DJ3722
 DJ3722.The horizontal coordinates were scaled from a map and have
 DJ3722.an estimated accuracy of +/- 6 seconds.
 DJ3722
 DJ3722.The orthometric height was determined by differential leveling and
 DJ3722.adjusted by the NATIONAL GEODETIC SURVEY
 DJ3722.in May 2008.
 DJ3722
 DJ3722.Significant digits in the geoid height do not necessarily reflect accuracy.
 DJ3722.GEOID18 height accuracy estimate available here.
 DJ3722
 DJ3722.Click photographs - Photos may exist for this station.
 DJ3722
 DJ3722.The dynamic height is computed by dividing the NAVD 88
 DJ3722.geopotential number by the normal gravity value computed on the
 DJ3722.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ3722.degrees latitude (g = 980.6199 gals.).
 DJ3722
 DJ3722.The modeled gravity was interpolated from observed gravity values.
 DJ3722
 DJ3722;                    North         East    Units  Estimated Accuracy
 DJ3722;SPC MN S     -   184,930.      996,180.      MT  (+/- 180 meters Scaled)
 DJ3722
 DJ3722_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXJ156437(NAD 83)
 DJ3722
 DJ3722                          SUPERSEDED SURVEY CONTROL
 DJ3722
 DJ3722.No superseded survey control is available for this station.
 DJ3722
 DJ3722_MARKER: DB = BENCH MARK DISK
 DJ3722_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DJ3722_SP_SET: BRIDGE ABUTMENT
 DJ3722_STAMPING: 2807 M 1976
 DJ3722_MARK LOGO: MNHD
 DJ3722_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DJ3722_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DJ3722_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DJ3722+SATELLITE: SATELLITE OBSERVATIONS - September 04, 2024
 DJ3722
 DJ3722  HISTORY     - Date     Condition        Report By
 DJ3722  HISTORY     - 1976     MONUMENTED       MNDT
 DJ3722  HISTORY     - 20051115 GOOD             MNDT
 DJ3722  HISTORY     - 20061026 GOOD             MNDT
 DJ3722  HISTORY     - 20240904 GOOD             MNDT
 DJ3722
 DJ3722                          STATION DESCRIPTION
 DJ3722
 DJ3722'DESCRIBED BY MN DEPT OF TRANSP 2005 (MPP)
 DJ3722'THE MARK IS 1.7 MI (2.7 KM) SOUTH OF HOUSTON, 2.0 MILES (3.2 KM)
 DJ3722'SOUTH OF EAST JUNCTION OF TRUNK HIGHWAY 16 AND TRUNK HIGHWAY 76, AT
 DJ3722'TRUNK HIGHWAY 76 MILE POINT 20.20, IN SOUTHEAST CORNER OF TRUNK
 DJ3722'HIGHWAY 76 BRIDGE NUMBER 6679 OVER SOUTH FORK RIVER, 17 FT (5.2 M)
 DJ3722'EAST OF TRUNK HIGHWAY 76.
 DJ3722
 DJ3722                          STATION RECOVERY (2006)
 DJ3722
 DJ3722'RECOVERY NOTE BY MN DEPT OF TRANSP 2006 (DRB)
 DJ3722'RECOVERED IN GOOD CONDITION.
 DJ3722
 DJ3722                          STATION RECOVERY (2024)
 DJ3722
 DJ3722'RECOVERY NOTE BY MN DEPT OF TRANSP 2024 (RMJ)
 DJ3722'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DJ3721 ***********************************************************************
 DJ3721  DESIGNATION -  2807 N
 DJ3721  PID         -  DJ3721
 DJ3721  STATE/COUNTY-  MN/HOUSTON
 DJ3721  COUNTRY     -  US
 DJ3721  USGS QUAD   -  SHELDON (2019)
 DJ3721
 DJ3721                         *CURRENT SURVEY CONTROL
 DJ3721  ______________________________________________________________________
 DJ3721* NAD 83(1986) POSITION- 43 44 46.0    (N) 091 33 29.4    (W)   HD_HELD2
 DJ3721* NAVD 88 ORTHO HEIGHT -   227.454 (meters)      746.24  (feet) ADJUSTED
 DJ3721  ______________________________________________________________________
 DJ3721  GEOID HEIGHT    -        -30.717 (meters)                     GEOID18
 DJ3721  DYNAMIC HEIGHT  -        227.414 (meters)      746.11  (feet) COMP
 DJ3721  MODELED GRAVITY -    980,438.9   (mgal)                       NAVD 88
 DJ3721
 DJ3721  VERT ORDER      -  SECOND    CLASS I
 DJ3721
 DJ3721.The horizontal coordinates were established by autonomous hand held GPS
 DJ3721.observations and have an estimated accuracy of +/- 10 meters.
 DJ3721
 DJ3721.The orthometric height was determined by differential leveling and
 DJ3721.adjusted by the NATIONAL GEODETIC SURVEY
 DJ3721.in May 2008.
 DJ3721
 DJ3721.Significant digits in the geoid height do not necessarily reflect accuracy.
 DJ3721.GEOID18 height accuracy estimate available here.
 DJ3721
 DJ3721.Click photographs - Photos may exist for this station.
 DJ3721
 DJ3721.The dynamic height is computed by dividing the NAVD 88
 DJ3721.geopotential number by the normal gravity value computed on the
 DJ3721.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ3721.degrees latitude (g = 980.6199 gals.).
 DJ3721
 DJ3721.The modeled gravity was interpolated from observed gravity values.
 DJ3721
 DJ3721;                    North         East    Units  Estimated Accuracy
 DJ3721;SPC MN S     -   185,840.      996,656.      MT  (+/- 10 meters HH2 GPS)
 DJ3721
 DJ3721_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXJ1609044684(NAD 83)
 DJ3721
 DJ3721                          SUPERSEDED SURVEY CONTROL
 DJ3721
 DJ3721.No superseded survey control is available for this station.
 DJ3721
 DJ3721_MARKER: DV = VERTICAL CONTROL DISK
 DJ3721_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 DJ3721_STAMPING: 2807 N 1976
 DJ3721_MARK LOGO: MNHD
 DJ3721_PROJECTION: RECESSED 1 CENTIMETERS
 DJ3721_MAGNETIC: I = MARKER IS A STEEL ROD
 DJ3721_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DJ3721_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DJ3721+SATELLITE: SATELLITE OBSERVATIONS - September 04, 2024
 DJ3721
 DJ3721  HISTORY     - Date     Condition        Report By
 DJ3721  HISTORY     - 1976     MONUMENTED       MNHD
 DJ3721  HISTORY     - 20051115 GOOD             MNDT
 DJ3721  HISTORY     - 20161129 GOOD             MNDT
 DJ3721  HISTORY     - 20240904 GOOD             MNDT
 DJ3721
 DJ3721                          STATION DESCRIPTION
 DJ3721
 DJ3721'DESCRIBED BY MN DEPT OF TRANSP 2005 (MPP)
 DJ3721'THE MARK WAS RECOVERED IN GOOD CONDITION.  THE MARK IS 1.4 MI (2.3 KM)
 DJ3721'SOUTH OF HOUSTON, 1.25 MILES (2.01 KM) SOUTH OF EAST JUNCTION OF TRUNK
 DJ3721'HIGHWAY 16 AND TRUNK HIGHWAY 76, AT TRUNK HIGHWAY 76 MILE POINT 20.95,
 DJ3721'IN SOUTHWEST CORNER OF HOUSTON LUTHERAN STONE CHURCH YARD, 2 FEET (0.6
 DJ3721'M) WEST OF SOUTH PILLAR, 173 FEET (52.7 M) EAST OF TRUNK HIGHWAY 76,
 DJ3721'2.6 FEET (0.8 M) SOUTHWEST OF A WITNESS POST.  ROD DEPTH UNKNOWN.
 DJ3721
 DJ3721                          STATION RECOVERY (2016)
 DJ3721
 DJ3721'RECOVERY NOTE BY MN DEPT OF TRANSP 2016 (DAS)
 DJ3721'RECOVERED IN GOOD CONDITION.
 DJ3721
 DJ3721                          STATION RECOVERY (2024)
 DJ3721
 DJ3721'RECOVERY NOTE BY MN DEPT OF TRANSP 2024 (RMJ)
 DJ3721'1.4 MI (2.3 KM) SOUTH OF HOUSTON, 1.25 MI (2.01 KM) SOUTH ALONG TRUNK
 DJ3721'HIGHWAY 76 FROM THE EAST JUNCTION OF TRUNK HIGHWAY 16 AND TRUNK
 DJ3721'HIGHWAY 76 IN HOUSTON, AT TRUNK HIGHWAY 76 MILE POINT 20.95, 173.0 FT
 DJ3721'(52.7 M) EAST OF TRUNK HIGHWAY 76, IN THE SOUTHWEST CORNER OF THE
 DJ3721'HOUSTON LUTHERAN STONE CHURCH YARD, 2.0 FT (0.6 M) WEST OF A SOUTH
 DJ3721'PILLAR, 2.6 FT (0.8 M) SOUTHWEST OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DJ3720 ***********************************************************************
 DJ3720  DESIGNATION -  2807 P
 DJ3720  PID         -  DJ3720
 DJ3720  STATE/COUNTY-  MN/HOUSTON
 DJ3720  COUNTRY     -  US
 DJ3720  USGS QUAD   -  HOUSTON (2019)
 DJ3720
 DJ3720                         *CURRENT SURVEY CONTROL
 DJ3720  ______________________________________________________________________
 DJ3720* NAD 83(2011) POSITION- 43 45 07.35450(N) 091 33 22.23837(W)   ADJUSTED
 DJ3720* NAD 83(2011) ELLIP HT-   192.761 (meters)        (06/27/12)   ADJUSTED
 DJ3720* NAD 83(2011) EPOCH   -  2010.00
 DJ3720* NAVD 88 ORTHO HEIGHT -   223.491 (meters)      733.24  (feet) ADJUSTED
 DJ3720  ______________________________________________________________________
 DJ3720  GEOID HEIGHT    -        -30.729 (meters)                     GEOID18
 DJ3720  NAD 83(2011) X  -   -125,322.066 (meters)                     COMP
 DJ3720  NAD 83(2011) Y  - -4,613,008.810 (meters)                     COMP
 DJ3720  NAD 83(2011) Z  -  4,388,365.417 (meters)                     COMP
 DJ3720  LAPLACE CORR    -         -6.53  (seconds)                    DEFLEC18
 DJ3720  DYNAMIC HEIGHT  -        223.452 (meters)      733.11  (feet) COMP
 DJ3720  MODELED GRAVITY -    980,440.7   (mgal)                       NAVD 88
 DJ3720
 DJ3720  VERT ORDER      -  SECOND    CLASS I
 DJ3720
 DJ3720  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DJ3720  Standards:
 DJ3720         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DJ3720            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DJ3720  -------------------------------------------------------------------
 DJ3720  NETWORK    0.37   0.49           0.17   0.13   0.25     -0.07135305
 DJ3720  -------------------------------------------------------------------
 DJ3720  Click here for local accuracies and other accuracy information.
 DJ3720
 DJ3720.The horizontal coordinates were established by GPS observations
 DJ3720.and adjusted by the National Geodetic Survey in June 2012.
 DJ3720
 DJ3720.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DJ3720.been affixed to the stable North American tectonic plate. See 
 DJ3720.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DJ3720
 DJ3720.The horizontal coordinates are valid at the epoch date displayed above
 DJ3720.which is a decimal equivalence of Year/Month/Day.
 DJ3720
 DJ3720.The orthometric height was determined by differential leveling and
 DJ3720.adjusted by the NATIONAL GEODETIC SURVEY
 DJ3720.in May 2019.
 DJ3720
 DJ3720.Significant digits in the geoid height do not necessarily reflect accuracy.
 DJ3720.GEOID18 height accuracy estimate available here.
 DJ3720
 DJ3720.Click photographs - Photos may exist for this station.
 DJ3720
 DJ3720.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DJ3720
 DJ3720.The Laplace correction was computed from DEFLEC18 derived deflections.
 DJ3720
 DJ3720.The ellipsoidal height was determined by GPS observations
 DJ3720.and is referenced to NAD 83.
 DJ3720
 DJ3720.The dynamic height is computed by dividing the NAVD 88
 DJ3720.geopotential number by the normal gravity value computed on the
 DJ3720.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ3720.degrees latitude (g = 980.6199 gals.).
 DJ3720
 DJ3720.The modeled gravity was interpolated from observed gravity values.
 DJ3720
 DJ3720. The following values were computed from the NAD 83(2011) position.
 DJ3720
 DJ3720;                    North         East     Units Scale Factor Converg.
 DJ3720;SPC MN S     -   186,504.032   996,796.221   MT  1.00000693   +1 42 46.6
 DJ3720;SPC MN S     -   611,888.64  3,270,322.27   sFT  1.00000693   +1 42 46.6
 DJ3720;UTM  15      - 4,845,346.315   616,238.753   MT  0.99976619   +0 59 54.9
 DJ3720
 DJ3720!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DJ3720!SPC MN S     -   0.99996977  x   1.00000693  =   0.99997670
 DJ3720!UTM  15      -   0.99996977  x   0.99976619  =   0.99973597
 DJ3720
 DJ3720_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXJ1623845346(NAD 83)
 DJ3720
 DJ3720                          SUPERSEDED SURVEY CONTROL
 DJ3720
 DJ3720  NAD 83(2007)-  43 45 07.35474(N)    091 33 22.23936(W) AD(2002.00) 1
 DJ3720  ELLIP H (09/09/09)  192.789  (m)                       GP(2002.00) 4 1
 DJ3720  NAVD 88             223.48   (m)          733.2    (f) LEVELING    3  
 DJ3720  NAVD 88 (05/05/08)  223.480  (m)          733.20   (f) SUPERSEDED  2 1
 DJ3720
 DJ3720.Superseded values are not recommended for survey control.
 DJ3720
 DJ3720.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ3720.See file dsdata.pdf to determine how the superseded data were derived.
 DJ3720
 DJ3720_MARKER: DV = VERTICAL CONTROL DISK
 DJ3720_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 DJ3720_STAMPING: 2807 P 1976
 DJ3720_MARK LOGO: MNHD
 DJ3720_PROJECTION: FLUSH
 DJ3720_MAGNETIC: I = MARKER IS A STEEL ROD
 DJ3720_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DJ3720_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DJ3720+SATELLITE: SATELLITE OBSERVATIONS - September 04, 2024
 DJ3720
 DJ3720  HISTORY     - Date     Condition        Report By
 DJ3720  HISTORY     - 1976     MONUMENTED       MNHD
 DJ3720  HISTORY     - 20051115 GOOD             MNDT
 DJ3720  HISTORY     - 20080310 GOOD             MNDT
 DJ3720  HISTORY     - 20161129 GOOD             MNDT
 DJ3720  HISTORY     - 20191003 GOOD             MNDT
 DJ3720  HISTORY     - 20240904 GOOD             MNDT
 DJ3720
 DJ3720                          STATION DESCRIPTION
 DJ3720
 DJ3720'DESCRIBED BY MN DEPT OF TRANSP 2005 (MPP)
 DJ3720'THE MARK WAS RECOVERED IN GOOD CONDITION.  THE MARK IS 0.9 MI (1.4 KM)
 DJ3720'SOUTHEAST OF HOUSTON, 0.85 MILES (1.37 KM) SOUTH OF EAST JUNCTION OF
 DJ3720'TRUNK HIGHWAY 16 AND TRUNK HIGHWAY 76, AT TRUNK HIGHWAY 76 MILE POINT
 DJ3720'21.40, 0.1 MILE (0.2 KM) SOUTH OF SUB-STATION, 73 FT (22.3 M) (22.3 M)
 DJ3720'EAST OF TRUNK HIGHWAY 76, 2 FEET (0.6 M) WEST OF A FENCE AND WITNESS
 DJ3720'POST.  ROD DEPTH UNKNOWN.
 DJ3720
 DJ3720                          STATION RECOVERY (2008)
 DJ3720
 DJ3720'RECOVERY NOTE BY MN DEPT OF TRANSP 2008 (TAM)
 DJ3720'THE MARK WAS RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.
 DJ3720'THE MARK IS 0.9 MILE SOUTHEAST OF HOUSTON, 0.85 MILE SOUTH OF THE EAST
 DJ3720'JUNCTION OF TRUNK HIGHWAY 16 ON TRUNK HIGHWAY 76, 0.1 MILE SOUTH OF
 DJ3720'SUB-STATION, 73 FEET EAST OF TRUNK HIGHWAY 76 AT MILEPOINT 21.4, 2
 DJ3720'FEET WEST OF FENCE AND WITNESS POST.
 DJ3720
 DJ3720                          STATION RECOVERY (2016)
 DJ3720
 DJ3720'RECOVERY NOTE BY MN DEPT OF TRANSP 2016 (DAS)
 DJ3720'RECOVERED AS DESCRIBED.
 DJ3720
 DJ3720                          STATION RECOVERY (2019)
 DJ3720
 DJ3720'RECOVERY NOTE BY MN DEPT OF TRANSP 2019 (MPP)
 DJ3720'0.9 MI (1.4 KM) SOUTHEAST OF HOUSTON, 0.85 MI (1.37 KM) SOUTH ALONG
 DJ3720'TRUNK HIGHWAY 76 FROM THE JUNCTION OF TRUNK HIGHWAY 16 AND TRUNK
 DJ3720'HIGHWAY 76 IN HOUSTON, AT TRUNK HIGHWAY 76 MILE POINT 21.4, 0.1 MI
 DJ3720'(0.2 KM) SOUTH OF A SUB-STATION, 73.0 FT (22.3 M) EAST OF TRUNK
 DJ3720'HIGHWAY 76, 2.0 FT (0.6 M) WEST OF A FENCE AND A WITNESS POST.
 DJ3720
 DJ3720                          STATION RECOVERY (2024)
 DJ3720
 DJ3720'RECOVERY NOTE BY MN DEPT OF TRANSP 2024 (RMJ)
 DJ3720'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DJ3716 ***********************************************************************
 DJ3716  DESIGNATION -  2807 Q 1
 DJ3716  PID         -  DJ3716
 DJ3716  STATE/COUNTY-  MN/HOUSTON
 DJ3716  COUNTRY     -  US
 DJ3716  USGS QUAD   -  SHELDON (2019)
 DJ3716
 DJ3716                         *CURRENT SURVEY CONTROL
 DJ3716  ______________________________________________________________________
 DJ3716* NAD 83(2011) POSITION- 43 39 34.05747(N) 091 30 42.49206(W)   ADJUSTED
 DJ3716* NAD 83(2011) ELLIP HT-   336.720 (meters)        (06/27/12)   ADJUSTED
 DJ3716* NAD 83(2011) EPOCH   -  2010.00
 DJ3716* NAVD 88 ORTHO HEIGHT -   367.468 (meters)     1205.60  (feet) ADJUSTED
 DJ3716  ______________________________________________________________________
 DJ3716  GEOID HEIGHT    -        -30.734 (meters)                     GEOID18
 DJ3716  NAD 83(2011) X  -   -121,939.653 (meters)                     COMP
 DJ3716  NAD 83(2011) Y  - -4,620,313.858 (meters)                     COMP
 DJ3716  NAD 83(2011) Z  -  4,381,028.476 (meters)                     COMP
 DJ3716  LAPLACE CORR    -         -6.21  (seconds)                    DEFLEC18
 DJ3716  DYNAMIC HEIGHT  -        367.393 (meters)     1205.36  (feet) COMP
 DJ3716  MODELED GRAVITY -    980,406.3   (mgal)                       NAVD 88
 DJ3716
 DJ3716  VERT ORDER      -  SECOND    CLASS I
 DJ3716
 DJ3716  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DJ3716  Standards:
 DJ3716         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DJ3716            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DJ3716  -------------------------------------------------------------------
 DJ3716  NETWORK    0.30   0.53           0.14   0.10   0.27     -0.01478925
 DJ3716  -------------------------------------------------------------------
 DJ3716  Click here for local accuracies and other accuracy information.
 DJ3716
 DJ3716.The horizontal coordinates were established by GPS observations
 DJ3716.and adjusted by the National Geodetic Survey in June 2012.
 DJ3716
 DJ3716.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DJ3716.been affixed to the stable North American tectonic plate. See 
 DJ3716.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DJ3716
 DJ3716.The horizontal coordinates are valid at the epoch date displayed above
 DJ3716.which is a decimal equivalence of Year/Month/Day.
 DJ3716
 DJ3716.The orthometric height was determined by differential leveling and
 DJ3716.adjusted by the NATIONAL GEODETIC SURVEY
 DJ3716.in May 2008.
 DJ3716
 DJ3716.Significant digits in the geoid height do not necessarily reflect accuracy.
 DJ3716.GEOID18 height accuracy estimate available here.
 DJ3716
 DJ3716.Click photographs - Photos may exist for this station.
 DJ3716
 DJ3716.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DJ3716
 DJ3716.The Laplace correction was computed from DEFLEC18 derived deflections.
 DJ3716
 DJ3716.The ellipsoidal height was determined by GPS observations
 DJ3716.and is referenced to NAD 83.
 DJ3716
 DJ3716.The dynamic height is computed by dividing the NAVD 88
 DJ3716.geopotential number by the normal gravity value computed on the
 DJ3716.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ3716.degrees latitude (g = 980.6199 gals.).
 DJ3716
 DJ3716.The modeled gravity was interpolated from observed gravity values.
 DJ3716
 DJ3716. The following values were computed from the NAD 83(2011) position.
 DJ3716
 DJ3716;                    North         East     Units Scale Factor Converg.
 DJ3716;SPC MN S     -   176,329.895 1,000,681.548   MT  1.00002914   +1 44 38.6
 DJ3716;SPC MN S     -   578,509.00  3,283,069.38   sFT  1.00002914   +1 44 38.6
 DJ3716;UTM  15      - 4,835,126.975   619,995.814   MT  0.99977711   +1 01 39.1
 DJ3716
 DJ3716!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DJ3716!SPC MN S     -   0.99994720  x   1.00002914  =   0.99997634
 DJ3716!UTM  15      -   0.99994720  x   0.99977711  =   0.99972432
 DJ3716
 DJ3716:                Primary Azimuth Mark                     Grid Az
 DJ3716:SPC MN S     -  BURROUGHS                                268 16 30.3
 DJ3716:UTM  15      -  BURROUGHS                                268 59 29.8
 DJ3716
 DJ3716_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXJ1999535126(NAD 83)
 DJ3716
 DJ3716|---------------------------------------------------------------------|
 DJ3716| PID    Reference Object                     Distance      Geod. Az  |
 DJ3716|                                                           dddmmss.s |
 DJ3716| ON0937 BURROUGHS                           439.924 METERS 2700108.9 |
 DJ3716|---------------------------------------------------------------------|
 DJ3716
 DJ3716                          SUPERSEDED SURVEY CONTROL
 DJ3716
 DJ3716  NAD 83(2007)-  43 39 34.05771(N)    091 30 42.49310(W) AD(2002.00) 1
 DJ3716  ELLIP H (09/09/09)  336.748  (m)                       GP(2002.00) 4 1
 DJ3716  NAVD 88             367.47   (m)         1205.6    (f) LEVELING    3  
 DJ3716
 DJ3716.Superseded values are not recommended for survey control.
 DJ3716
 DJ3716.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ3716.See file dsdata.pdf to determine how the superseded data were derived.
 DJ3716
 DJ3716_MARKER: DD = SURVEY DISK
 DJ3716_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DJ3716_STAMPING: 2807 Q1 2006
 DJ3716_MARK LOGO: MNDT
 DJ3716_PROJECTION: FLUSH
 DJ3716_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DJ3716_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DJ3716_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DJ3716+SATELLITE: SATELLITE OBSERVATIONS - September 11, 2024
 DJ3716_ROD/PIPE-DEPTH: 7.6 meters
 DJ3716
 DJ3716  HISTORY     - Date     Condition        Report By
 DJ3716  HISTORY     - 2006     MONUMENTED       MNDT
 DJ3716  HISTORY     - 20080310 GOOD             MNDT
 DJ3716  HISTORY     - 20161207 GOOD             MNDT
 DJ3716  HISTORY     - 20201215 GOOD             MNDT
 DJ3716  HISTORY     - 20240911 GOOD             MNDT
 DJ3716
 DJ3716                          STATION DESCRIPTION
 DJ3716
 DJ3716'DESCRIBED BY MN DEPT OF TRANSP 2006
 DJ3716'THE MARK IS 2.0 MILES (3.2 KM) NORTH OF CALEDONIA, 1.8 MILES (2.9 KM)
 DJ3716'NORTH AND WEST ALONG TRUNK HIGHWAY 76 FROM THE EAST JUNCTION OF TRUNK
 DJ3716'HIGHWAY 76 AND TRUNK HIGHWAY 44 IN CALEDONIA, AT TRUNK HIGHWAY MILE
 DJ3716'POINT 12.7, 79.9 FEET (24.4 M) WEST OF TRUNK HIGHWAY 76, 49.7 MILES
 DJ3716'(80.0 KM) SOUTH OF COUNTY ROAD 10, 17.1 MILES (27.5 KM) SOUTHEAST OF A
 DJ3716'POWER POLE ABC S3 1, 1.7 FEET (0.5 M) NORTH OF A FENCE, 1.1 FEET (0.3
 DJ3716'M) NORTH OF A WITNESS POST.
 DJ3716
 DJ3716                          STATION RECOVERY (2008)
 DJ3716
 DJ3716'RECOVERY NOTE BY MN DEPT OF TRANSP 2008 (TAM)
 DJ3716'THE MARK WAS RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.
 DJ3716'THE MARK IS 2.0 MILES NORTH OF CALEDONIA, 1.8 MILES NORTH AND WEST
 DJ3716'ALONG TRUNK HIGHWAY 76 FROM THE EAST JUNCTION OF TRUNK HIGHWAY 76 AND
 DJ3716'TRUNK HIGHWAY 44 IN CALEDONIA, AT MILEPOINT 12.7, 79.9 FEET WEST OF
 DJ3716'TRUNK HIGHWAY 76, 49.7 FEET SOUTH OF COUNTY ROAD 10 (ANGUS ROAD), IN
 DJ3716'SOUTHWEST QUADRANT OF TRUNK HIGHWAY 76 AND COUNTY ROAD 10 (ANGUS
 DJ3716'ROAD), 17.1 FEET SOUTHEAST OF POWER POLE ABC S3 1, 1.7 FEET NORTH OF
 DJ3716'FENCE, 1.1 FEET NORTH OF WITNESS POST.
 DJ3716
 DJ3716                          STATION RECOVERY (2016)
 DJ3716
 DJ3716'RECOVERY NOTE BY MN DEPT OF TRANSP 2016 (DAS)
 DJ3716'RECOVERED IN GOOD CONDITION.
 DJ3716
 DJ3716                          STATION RECOVERY (2020)
 DJ3716
 DJ3716'RECOVERY NOTE BY MN DEPT OF TRANSP 2020 (KMS)
 DJ3716'RECOVERED IN GOOD CONDITION.
 DJ3716
 DJ3716                          STATION RECOVERY (2024)
 DJ3716
 DJ3716'RECOVERY NOTE BY MN DEPT OF TRANSP 2024 (RMJ)
 DJ3716'2.0 MI (3.2 KM) NORTH OF CALEDONIA, 1.8 MI (2.9 KM) NORTH AND WEST
 DJ3716'ALONG TRUNK HIGHWAY 76 FROM THE EAST JUNCTION OF TRUNK HIGHWAY 76 AND
 DJ3716'TRUNK HIGHWAY 44 IN CALEDONIA, AT MILE POINT 12.7, 79.9 FT (24.4 M)
 DJ3716'WEST OF TRUNK HIGHWAY 76, 49.7 FT (15.1 M) SOUTH OF COUNTY ROAD 10
 DJ3716'(ANGUS ROAD), IN THE SOUTHWEST QUADRANT OF TRUNK HIGHWAY 76 AND COUNTY
 DJ3716'ROAD 10 (ANGUS ROAD), 1.7 FT (0.5 M) NORTH OF A FENCE, 1.1 FT (0.3 M)
 DJ3716'NORTH OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DJ3715 ***********************************************************************
 DJ3715  DESIGNATION -  2807 R
 DJ3715  PID         -  DJ3715
 DJ3715  STATE/COUNTY-  MN/HOUSTON
 DJ3715  COUNTRY     -  US
 DJ3715  USGS QUAD   -  SHELDON (2019)
 DJ3715
 DJ3715                         *CURRENT SURVEY CONTROL
 DJ3715  ______________________________________________________________________
 DJ3715* NAD 83(1986) POSITION- 43 42 44.7    (N) 091 33 36.9    (W)   HD_HELD2
 DJ3715* NAVD 88 ORTHO HEIGHT -   228.092 (meters)      748.33  (feet) ADJUSTED
 DJ3715  ______________________________________________________________________
 DJ3715  GEOID HEIGHT    -        -30.679 (meters)                     GEOID18
 DJ3715  DYNAMIC HEIGHT  -        228.049 (meters)      748.19  (feet) COMP
 DJ3715  MODELED GRAVITY -    980,426.1   (mgal)                       NAVD 88
 DJ3715
 DJ3715  VERT ORDER      -  SECOND    CLASS I
 DJ3715
 DJ3715.The horizontal coordinates were established by autonomous hand held GPS
 DJ3715.observations and have an estimated accuracy of +/- 10 meters.
 DJ3715
 DJ3715.The orthometric height was determined by differential leveling and
 DJ3715.adjusted by the NATIONAL GEODETIC SURVEY
 DJ3715.in May 2008.
 DJ3715
 DJ3715.Significant digits in the geoid height do not necessarily reflect accuracy.
 DJ3715.GEOID18 height accuracy estimate available here.
 DJ3715
 DJ3715.Click photographs - Photos may exist for this station.
 DJ3715
 DJ3715.The dynamic height is computed by dividing the NAVD 88
 DJ3715.geopotential number by the normal gravity value computed on the
 DJ3715.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ3715.degrees latitude (g = 980.6199 gals.).
 DJ3715
 DJ3715.The modeled gravity was interpolated from observed gravity values.
 DJ3715
 DJ3715;                    North         East    Units  Estimated Accuracy
 DJ3715;SPC MN S     -   182,093.      996,600.      MT  (+/- 10 meters HH2 GPS)
 DJ3715
 DJ3715_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXJ1598740939(NAD 83)
 DJ3715
 DJ3715                          SUPERSEDED SURVEY CONTROL
 DJ3715
 DJ3715.No superseded survey control is available for this station.
 DJ3715
 DJ3715_MARKER: DB = BENCH MARK DISK
 DJ3715_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DJ3715_SP_SET: BRIDGE RAIL
 DJ3715_STAMPING: 2807 R 2005
 DJ3715_MARK LOGO: MNHD
 DJ3715_MAGNETIC: N = NO MAGNETIC MATERIAL
 DJ3715_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DJ3715_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DJ3715+SATELLITE: SATELLITE OBSERVATIONS - September 04, 2024
 DJ3715
 DJ3715  HISTORY     - Date     Condition        Report By
 DJ3715  HISTORY     - 1982     MONUMENTED       MNDT
 DJ3715  HISTORY     - 20051116 GOOD             MNDT
 DJ3715  HISTORY     - 20061026 GOOD             MNDT
 DJ3715  HISTORY     - 20240904 GOOD             MNDT
 DJ3715
 DJ3715                          STATION DESCRIPTION
 DJ3715
 DJ3715'DESCRIBED BY MN DEPT OF TRANSP 2005 (MPP)
 DJ3715'THE MARK WAS RECOVERED IN GOOD CONDITION.  THE MARK IS 4.0 MI (6.4 KM)
 DJ3715'SOUTH OF HOUSTON, IN BRIDGE RAILING IN SOUTHEAST CORNER OF TRUNK
 DJ3715'HIGHWAY 76 BRIDGE NUMBER 28003 OVER BADGER CREEK, 3.90 MI (6.3 KM)
 DJ3715'(6.28 KM) SOUTH ALONG TRUNK HIGHWAY 76 FROM EAST JUNCTION OF TRUNK
 DJ3715'HIGHWAY 76 SOUTH AND TRUNK HIGHWAY 16 (1.0 MILES EAST OF HOUSTON), AT
 DJ3715'TRUNK HIGHWAY 76 MILE POINT 18.30, 29.0 FEET (8.8 M) NORTHEAST OF
 DJ3715'TRUNK HIGHWAY 76.  DISK SET IN BRIDGE WHEN BUILT IN 1982 THEN STAMPED
 DJ3715'IN 2005.
 DJ3715
 DJ3715                          STATION RECOVERY (2006)
 DJ3715
 DJ3715'RECOVERY NOTE BY MN DEPT OF TRANSP 2006 (DRB)
 DJ3715'RECOVERED IN GOOD CONDITION.
 DJ3715
 DJ3715                          STATION RECOVERY (2024)
 DJ3715
 DJ3715'RECOVERY NOTE BY MN DEPT OF TRANSP 2024 (RMJ)
 DJ3715'4.0 MI (6.4 KM) SOUTH OF HOUSTON, IN A BRIDGE RAILING IN THE SOUTHEAST
 DJ3715'CORNER OF TRUNK HIGHWAY 76 BRIDGE NUMBER 28003 OVER BADGER CREEK, 3.90
 DJ3715'MI (6.28 KM) SOUTH ALONG TRUNK HIGHWAY 76 FROM THE EAST JUNCTION OF
 DJ3715'TRUNK HIGHWAY 76 SOUTH AND TRUNK HIGHWAY 16 WHICH IS 1.0 MI (1.6 KM)
 DJ3715'EAST OF HOUSTON, AT TRUNK HIGHWAY 76 MILE POINT 18.30, 29.0 FT (8.8 M)
 DJ3715'NORTHEAST OF TRUNK HIGHWAY 76.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DJ3682 ***********************************************************************
 DJ3682  DESIGNATION -  2807 S
 DJ3682  PID         -  DJ3682
 DJ3682  STATE/COUNTY-  MN/HOUSTON
 DJ3682  COUNTRY     -  US
 DJ3682  USGS QUAD   -  SHELDON (2019)
 DJ3682
 DJ3682                         *CURRENT SURVEY CONTROL
 DJ3682  ______________________________________________________________________
 DJ3682* NAD 83(2011) POSITION- 43 42 11.47010(N) 091 33 35.86055(W)   ADJUSTED
 DJ3682* NAD 83(2011) ELLIP HT-   217.358 (meters)        (06/27/12)   ADJUSTED
 DJ3682* NAD 83(2011) EPOCH   -  2010.00
 DJ3682* NAVD 88 ORTHO HEIGHT -   248.023 (meters)      813.72  (feet) ADJUSTED
 DJ3682  ______________________________________________________________________
 DJ3682  GEOID HEIGHT    -        -30.668 (meters)                     GEOID18
 DJ3682  NAD 83(2011) X  -   -125,729.353 (meters)                     COMP
 DJ3682  NAD 83(2011) Y  - -4,616,769.248 (meters)                     COMP
 DJ3682  NAD 83(2011) Z  -  4,384,459.599 (meters)                     COMP
 DJ3682  LAPLACE CORR    -         -5.62  (seconds)                    DEFLEC18
 DJ3682  DYNAMIC HEIGHT  -        247.976 (meters)      813.57  (feet) COMP
 DJ3682  MODELED GRAVITY -    980,422.7   (mgal)                       NAVD 88
 DJ3682
 DJ3682  VERT ORDER      -  SECOND    CLASS I
 DJ3682
 DJ3682  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DJ3682  Standards:
 DJ3682         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DJ3682            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DJ3682  -------------------------------------------------------------------
 DJ3682  NETWORK    0.36   0.47           0.16   0.13   0.24      0.12450054
 DJ3682  -------------------------------------------------------------------
 DJ3682  Click here for local accuracies and other accuracy information.
 DJ3682
 DJ3682.The horizontal coordinates were established by GPS observations
 DJ3682.and adjusted by the National Geodetic Survey in June 2012.
 DJ3682
 DJ3682.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DJ3682.been affixed to the stable North American tectonic plate. See 
 DJ3682.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DJ3682
 DJ3682.The horizontal coordinates are valid at the epoch date displayed above
 DJ3682.which is a decimal equivalence of Year/Month/Day.
 DJ3682
 DJ3682.The orthometric height was determined by differential leveling and
 DJ3682.adjusted by the NATIONAL GEODETIC SURVEY
 DJ3682.in May 2008.
 DJ3682
 DJ3682.Significant digits in the geoid height do not necessarily reflect accuracy.
 DJ3682.GEOID18 height accuracy estimate available here.
 DJ3682
 DJ3682.Click photographs - Photos may exist for this station.
 DJ3682
 DJ3682.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DJ3682
 DJ3682.The Laplace correction was computed from DEFLEC18 derived deflections.
 DJ3682
 DJ3682.The ellipsoidal height was determined by GPS observations
 DJ3682.and is referenced to NAD 83.
 DJ3682
 DJ3682.The dynamic height is computed by dividing the NAVD 88
 DJ3682.geopotential number by the normal gravity value computed on the
 DJ3682.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ3682.degrees latitude (g = 980.6199 gals.).
 DJ3682
 DJ3682.The modeled gravity was interpolated from observed gravity values.
 DJ3682
 DJ3682. The following values were computed from the NAD 83(2011) position.
 DJ3682
 DJ3682;                    North         East     Units Scale Factor Converg.
 DJ3682;SPC MN S     -   181,068.953   996,653.613   MT  1.00001833   +1 42 37.0
 DJ3682;SPC MN S     -   594,057.06  3,269,854.40   sFT  1.00001833   +1 42 37.0
 DJ3682;UTM  15      - 4,839,914.779   616,028.404   MT  0.99976559   +0 59 42.2
 DJ3682
 DJ3682!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DJ3682!SPC MN S     -   0.99996592  x   1.00001833  =   0.99998425
 DJ3682!UTM  15      -   0.99996592  x   0.99976559  =   0.99973152
 DJ3682
 DJ3682_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXJ1602839914(NAD 83)
 DJ3682
 DJ3682                          SUPERSEDED SURVEY CONTROL
 DJ3682
 DJ3682  NAD 83(2007)-  43 42 11.47029(N)    091 33 35.86157(W) AD(2002.00) 1
 DJ3682  ELLIP H (09/09/09)  217.388  (m)                       GP(2002.00) 4 1
 DJ3682  NAVD 88             248.02   (m)          813.7    (f) LEVELING    3  
 DJ3682
 DJ3682.Superseded values are not recommended for survey control.
 DJ3682
 DJ3682.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ3682.See file dsdata.pdf to determine how the superseded data were derived.
 DJ3682
 DJ3682_MARKER: DD = SURVEY DISK
 DJ3682_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DJ3682_STAMPING: 2807 S 2005
 DJ3682_MARK LOGO: MNDT
 DJ3682_PROJECTION: FLUSH
 DJ3682_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DJ3682_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DJ3682_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DJ3682+SATELLITE: SATELLITE OBSERVATIONS - September 04, 2024
 DJ3682_ROD/PIPE-DEPTH: 7.6 meters
 DJ3682
 DJ3682  HISTORY     - Date     Condition        Report By
 DJ3682  HISTORY     - 2005     MONUMENTED       MNDT
 DJ3682  HISTORY     - 20080310 GOOD             MNDT
 DJ3682  HISTORY     - 20191003 GOOD             MNDT
 DJ3682  HISTORY     - 20240904 GOOD             MNDT
 DJ3682
 DJ3682                          STATION DESCRIPTION
 DJ3682
 DJ3682'DESCRIBED BY MN DEPT OF TRANSP 2005
 DJ3682'THE MARK IS 4.50 MILES (7.24 KM) SOUTH OF HOUSTON, 4.60 MI (7.4 KM)
 DJ3682'SOUTH ALONG TRUNK HIGHWAY 76 FROM EAST JUNCTION OF TRUNK HIGHWAY 76
 DJ3682'AND TRUNK HIGHWAY 16 IN HOUSTON, AT TRUNK HIGHWAY 76 MILE POINT 17.60,
 DJ3682'45.2 FEET (13.8 M) WEST OF TRUNK HIGHWAY 76, 0.9 FEET (27.4 CM) EAST
 DJ3682'OF A WITNESS POST.
 DJ3682
 DJ3682                          STATION RECOVERY (2008)
 DJ3682
 DJ3682'RECOVERY NOTE BY MN DEPT OF TRANSP 2008 (TAM)
 DJ3682'THE MARK WAS RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.
 DJ3682'THE MARK IS 4.5 MILES SOUTH OF HOUSTON, 4.6 MILES SOUTH ALONG TRUNK
 DJ3682'HIGHWAY 76 FROM EAST JUNCTION OF TRUNK HIGHWAY 76 AND TRUNK HIGHWAY 16
 DJ3682'IN HOUSTON, AT TRUNK HIGHWAY 76 MILEPOINT 17.60, 45.2 FEET WEST OF
 DJ3682'TRUNK HIGHWAY 76, NORTH OF DRIVEWAY TO 9788 - 9790, 0.9 FOOT EAST OF
 DJ3682'WITNESS POST.
 DJ3682
 DJ3682                          STATION RECOVERY (2019)
 DJ3682
 DJ3682'RECOVERY NOTE BY MN DEPT OF TRANSP 2019 (MPP)
 DJ3682'4.5 MI (7.2 KM) SOUTH OF HOUSTON, 4.6 MI (7.4 KM) SOUTH ALONG TRUNK
 DJ3682'HIGHWAY 76 FROM THE EAST JUNCTION OF TRUNK HIGHWAY 76 AND TRUNK
 DJ3682'HIGHWAY 16 IN HOUSTON, AT TRUNK HIGHWAY 76 MILE POINT 17.60, 45.2 FT
 DJ3682'(13.8 M) WEST OF TRUNK HIGHWAY 76, NORTH OF A DRIVEWAY TO 9788 - 9790,
 DJ3682'0.9 FT (27 CM) EAST OF A WITNESS POST.
 DJ3682
 DJ3682                          STATION RECOVERY (2024)
 DJ3682
 DJ3682'RECOVERY NOTE BY MN DEPT OF TRANSP 2024 (RMJ)
 DJ3682'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DQ6580 ***********************************************************************
 DQ6580  DESIGNATION -  2808 D
 DQ6580  PID         -  DQ6580
 DQ6580  STATE/COUNTY-  MN/HOUSTON
 DQ6580  COUNTRY     -  US
 DQ6580  USGS QUAD   -  HOUSTON (2019)
 DQ6580
 DQ6580                         *CURRENT SURVEY CONTROL
 DQ6580  ______________________________________________________________________
 DQ6580* NAD 83(1986) POSITION- 43 46 11.52   (N) 091 34 38.34   (W)   HD_HELD1
 DQ6580* NAVD 88 ORTHO HEIGHT -   215.248 (meters)      706.19  (feet) ADJUSTED
 DQ6580  ______________________________________________________________________
 DQ6580  GEOID HEIGHT    -        -30.694 (meters)                     GEOID18
 DQ6580  DYNAMIC HEIGHT  -        215.212 (meters)      706.07  (feet) COMP
 DQ6580  MODELED GRAVITY -    980,448.3   (mgal)                       NAVD 88
 DQ6580
 DQ6580  VERT ORDER      -  SECOND    CLASS I
 DQ6580
 DQ6580.The horizontal coordinates were determined by differentially corrected
 DQ6580.hand held GPS observations or other comparable positioning techniques
 DQ6580.and have an estimated accuracy of +/- 3 meters.
 DQ6580
 DQ6580.The orthometric height was determined by differential leveling and
 DQ6580.adjusted by the NATIONAL GEODETIC SURVEY
 DQ6580.in May 2019.
 DQ6580
 DQ6580.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ6580.GEOID18 height accuracy estimate available here.
 DQ6580
 DQ6580.Click photographs - Photos may exist for this station.
 DQ6580
 DQ6580.The dynamic height is computed by dividing the NAVD 88
 DQ6580.geopotential number by the normal gravity value computed on the
 DQ6580.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ6580.degrees latitude (g = 980.6199 gals.).
 DQ6580
 DQ6580.The modeled gravity was interpolated from observed gravity values.
 DQ6580
 DQ6580;                    North         East    Units  Estimated Accuracy
 DQ6580;SPC MN S     -   188,432.9     995,035.7     MT  (+/- 3 meters HH1 GPS) 
 DQ6580
 DQ6580_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXJ1450247296(NAD 83)
 DQ6580
 DQ6580                          SUPERSEDED SURVEY CONTROL
 DQ6580
 DQ6580.No superseded survey control is available for this station.
 DQ6580
 DQ6580_MARKER: DB = BENCH MARK DISK
 DQ6580_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 DQ6580_STAMPING: 2808 D 1956
 DQ6580_MARK LOGO: MNHD
 DQ6580_PROJECTION: RECESSED 5 CENTIMETERS
 DQ6580_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DQ6580_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DQ6580_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DQ6580+SATELLITE: SATELLITE OBSERVATIONS - August 28, 2024
 DQ6580
 DQ6580  HISTORY     - Date     Condition        Report By
 DQ6580  HISTORY     - 19590401 MONUMENTED       MNHD
 DQ6580  HISTORY     - 20160907 GOOD             MNDT
 DQ6580  HISTORY     - 20240828 GOOD             MNDT
 DQ6580
 DQ6580                          STATION DESCRIPTION
 DQ6580
 DQ6580'DESCRIBED BY MN DEPT OF TRANSP 2016 (KMS)
 DQ6580'THE STATION IS LOCATED ABOUT 8.3 MI (13.4 KM) NORTHEAST OF YUCATAN,
 DQ6580'6.4 MI (10.3 KM) NORTH OF SHELDON AND 0.6 MI (1.0 KM) NORTHWEST OF
 DQ6580'HOUSTON.
 DQ6580'
 DQ6580'TO REACH THE MARK GO 0.8 MI (1.3 KM) NORTHWEST ALONG TRUNK HIGHWAY 76
 DQ6580'FROM THE JUNCTION OF TRUNK HIGHWAY 76 AND TRUNK HIGHWAY 16 IN HOUSTON,
 DQ6580'AT TRUNK HIGHWAY 76 MILE POINT 23.9.
 DQ6580'
 DQ6580'THE MARK IS LOCATED 70.8 FT (21.6 M) SOUTH OF TRUNK HIGHWAY 76, 1.0 FT
 DQ6580'(0.3 M) NORTH OF A WITNESS POST.
 DQ6580
 DQ6580                          STATION RECOVERY (2024)
 DQ6580
 DQ6580'RECOVERY NOTE BY MN DEPT OF TRANSP 2024 (RMJ)
 DQ6580'0.8 MI (1.3 KM) NORTHWEST OF HOUSTON, 0.8 MI (1.3 KM) NORTHWEST ALONG
 DQ6580'TRUNK HIGHWAY 76 FROM THE JUNCTION OF TRUNK HIGHWAY 76 AND TRUNK
 DQ6580'HIGHWAY 16 IN HOUSTON, AT TRUNK HIGHWAY 76 MILE POINT 23.9, 70.8 FT
 DQ6580'(21.6 M) SOUTH OF TRUNK HIGHWAY 76, 1.0 FT (0.3 M) NORTH OF A WITNESS
 DQ6580'POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DQ6592 ***********************************************************************
 DQ6592  DESIGNATION -  2808 F
 DQ6592  PID         -  DQ6592
 DQ6592  STATE/COUNTY-  MN/HOUSTON
 DQ6592  COUNTRY     -  US
 DQ6592  USGS QUAD   -  RUSHFORD EAST (2019)
 DQ6592
 DQ6592                         *CURRENT SURVEY CONTROL
 DQ6592  ______________________________________________________________________
 DQ6592* NAD 83(1986) POSITION- 43 50 34.56   (N) 091 38 02.19   (W)   HD_HELD1
 DQ6592* NAVD 88 ORTHO HEIGHT -   235.002 (meters)      771.00  (feet) ADJUSTED
 DQ6592  ______________________________________________________________________
 DQ6592  GEOID HEIGHT    -        -30.578 (meters)                     GEOID18
 DQ6592  DYNAMIC HEIGHT  -        234.963 (meters)      770.87  (feet) COMP
 DQ6592  MODELED GRAVITY -    980,448.5   (mgal)                       NAVD 88
 DQ6592
 DQ6592  VERT ORDER      -  SECOND    CLASS I
 DQ6592
 DQ6592.The horizontal coordinates were determined by differentially corrected
 DQ6592.hand held GPS observations or other comparable positioning techniques
 DQ6592.and have an estimated accuracy of +/- 3 meters.
 DQ6592
 DQ6592.The orthometric height was determined by differential leveling and
 DQ6592.adjusted by the NATIONAL GEODETIC SURVEY
 DQ6592.in May 2019.
 DQ6592
 DQ6592.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ6592.GEOID18 height accuracy estimate available here.
 DQ6592
 DQ6592.Click photographs - Photos may exist for this station.
 DQ6592
 DQ6592.The dynamic height is computed by dividing the NAVD 88
 DQ6592.geopotential number by the normal gravity value computed on the
 DQ6592.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ6592.degrees latitude (g = 980.6199 gals.).
 DQ6592
 DQ6592.The modeled gravity was interpolated from observed gravity values.
 DQ6592
 DQ6592;                    North         East    Units  Estimated Accuracy
 DQ6592;SPC MN S     -   196,414.2     990,243.5     MT  (+/- 3 meters HH1 GPS) 
 DQ6592
 DQ6592_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXJ0981155334(NAD 83)
 DQ6592
 DQ6592                          SUPERSEDED SURVEY CONTROL
 DQ6592
 DQ6592.No superseded survey control is available for this station.
 DQ6592
 DQ6592_MARKER: DB = BENCH MARK DISK
 DQ6592_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 DQ6592_STAMPING: 2808 F 1959
 DQ6592_MARK LOGO: MNHD
 DQ6592_PROJECTION: FLUSH
 DQ6592_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DQ6592_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DQ6592_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ6592+SATELLITE: SATELLITE OBSERVATIONS - August 28, 2024
 DQ6592
 DQ6592  HISTORY     - Date     Condition        Report By
 DQ6592  HISTORY     - 19590401 MONUMENTED       MNHD
 DQ6592  HISTORY     - 20160907 GOOD             MNDT
 DQ6592  HISTORY     - 20240828 GOOD             MNDT
 DQ6592
 DQ6592                          STATION DESCRIPTION
 DQ6592
 DQ6592'DESCRIBED BY MN DEPT OF TRANSP 2016 (KMS)
 DQ6592'THE STATION IS LOCATED ABOUT 6.4 MI (10.3 KM) EAST-NORTHEAST OF
 DQ6592'RUSHFORD, 6.4 MI (10.3 KM) NORTH-NORTHWEST OF HOUSTON AND 6.3 MI (10.1
 DQ6592'KM) SOUTH OF WITOKA.
 DQ6592'
 DQ6592'TO REACH THE MARK GO 7.2 MI (11.6 KM) NORTHWEST ALONG TRUNK HIGHWAY 76
 DQ6592'FROM THE JUNCTION OF TRUNK HIGHWAY 76 AND TRUNK HIGHWAY 16 IN HOUSTON,
 DQ6592'AT TRUNK HIGHWAY 76 MILE POINT 30.3.
 DQ6592'
 DQ6592'THE MARK IS LOCATED 30.0 FT (9.1 M) EAST OF TRUNK HIGHWAY 76, 20.0 FT
 DQ6592'(6.1 M) NORTH OF A FIELD ENTRANCE EAST, 1.0 FT (0.3 M) WEST-SOUTHWEST
 DQ6592'OF A WITNESS POST.
 DQ6592
 DQ6592                          STATION RECOVERY (2024)
 DQ6592
 DQ6592'RECOVERY NOTE BY MN DEPT OF TRANSP 2024 (RMJ)
 DQ6592'7.1 MI (11.4 KM) NORTHWEST OF HOUSTON, 7.2 MI (11.6 KM) NORTHWEST
 DQ6592'ALONG TRUNK HIGHWAY 76 FROM THE JUNCTION OF TRUNK HIGHWAY 76 AND TRUNK
 DQ6592'HIGHWAY 16 IN HOUSTON, AT TRUNK HIGHWAY 76 MILE POINT 30.3, 30.0 FT
 DQ6592'(9.1 M) EAST OF TRUNK HIGHWAY 76, 20.0 FT (6.1 M) NORTH OF A FIELD
 DQ6592'ENTRANCE EAST, 1.0 FT (0.3 M) WEST-SOUTHWEST OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DQ6590 ***********************************************************************
 DQ6590  DESIGNATION -  2808 G
 DQ6590  PID         -  DQ6590
 DQ6590  STATE/COUNTY-  MN/HOUSTON
 DQ6590  COUNTRY     -  US
 DQ6590  USGS QUAD   -  RUSHFORD EAST (2019)
 DQ6590
 DQ6590                         *CURRENT SURVEY CONTROL
 DQ6590  ______________________________________________________________________
 DQ6590* NAD 83(1986) POSITION- 43 50 16.84   (N) 091 37 53.94   (W)   HD_HELD1
 DQ6590* NAVD 88 ORTHO HEIGHT -   230.987 (meters)      757.83  (feet) ADJUSTED
 DQ6590  ______________________________________________________________________
 DQ6590  GEOID HEIGHT    -        -30.583 (meters)                     GEOID18
 DQ6590  DYNAMIC HEIGHT  -        230.949 (meters)      757.71  (feet) COMP
 DQ6590  MODELED GRAVITY -    980,448.6   (mgal)                       NAVD 88
 DQ6590
 DQ6590  VERT ORDER      -  SECOND    CLASS I
 DQ6590
 DQ6590.The horizontal coordinates were determined by differentially corrected
 DQ6590.hand held GPS observations or other comparable positioning techniques
 DQ6590.and have an estimated accuracy of +/- 3 meters.
 DQ6590
 DQ6590.The orthometric height was determined by differential leveling and
 DQ6590.adjusted by the NATIONAL GEODETIC SURVEY
 DQ6590.in May 2019.
 DQ6590
 DQ6590.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ6590.GEOID18 height accuracy estimate available here.
 DQ6590
 DQ6590.Click photographs - Photos may exist for this station.
 DQ6590
 DQ6590.The dynamic height is computed by dividing the NAVD 88
 DQ6590.geopotential number by the normal gravity value computed on the
 DQ6590.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ6590.degrees latitude (g = 980.6199 gals.).
 DQ6590
 DQ6590.The modeled gravity was interpolated from observed gravity values.
 DQ6590
 DQ6590;                    North         East    Units  Estimated Accuracy
 DQ6590;SPC MN S     -   195,872.9     990,443.6     MT  (+/- 3 meters HH1 GPS) 
 DQ6590
 DQ6590_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXJ1000454791(NAD 83)
 DQ6590
 DQ6590                          SUPERSEDED SURVEY CONTROL
 DQ6590
 DQ6590.No superseded survey control is available for this station.
 DQ6590
 DQ6590_MARKER: DB = BENCH MARK DISK
 DQ6590_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DQ6590_SP_SET: BRIDGE ABUTMENT
 DQ6590_STAMPING: 2808 G 1958
 DQ6590_MARK LOGO: MNHD
 DQ6590_MAGNETIC: N = NO MAGNETIC MATERIAL
 DQ6590_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ6590_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DQ6590+SATELLITE: SATELLITE OBSERVATIONS - September 07, 2016
 DQ6590
 DQ6590  HISTORY     - Date     Condition        Report By
 DQ6590  HISTORY     - 19580401 MONUMENTED       MNHD
 DQ6590  HISTORY     - 20160907 GOOD             MNDT
 DQ6590
 DQ6590                          STATION DESCRIPTION
 DQ6590
 DQ6590'DESCRIBED BY MN DEPT OF TRANSP 2016 (KMS)
 DQ6590'THE STATION IS LOCATED ABOUT 6.6 MI (10.6 KM) SOUTH OF WITOKA, 6.4 MI
 DQ6590'(10.3 KM) EAST-NORTHEAST OF RUSHFORD AND 6.1 MI (9.8 KM)
 DQ6590'NORTH-NORTHWEST OF HOUSTON.
 DQ6590'
 DQ6590'TO REACH THE MARK GO 6.8 MI (10.9 KM) NORTHWEST ALONG TRUNK HIGHWAY 76
 DQ6590'FROM THE JUNCTION OF TRUNK HIGHWAY 76 AND TRUNK HIGHWAY 16 IN HOUSTON,
 DQ6590'AT TRUNK HIGHWAY 76 MILE POINT 29.9.
 DQ6590'
 DQ6590'THE MARK IS LOCATED 19.2 FT (5.9 M) EAST-NORTHEAST OF TRUNK HIGHWAY
 DQ6590'76, IN THE SOUTHEAST CORNER OF SOUTH ABUTMENT OF TRUNK HIGHWAY 76
 DQ6590'BRIDGE NUMBER 9104 OVER MONEY CREEK.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DQ6589 ***********************************************************************
 DQ6589  DESIGNATION -  2808 H
 DQ6589  PID         -  DQ6589
 DQ6589  STATE/COUNTY-  MN/HOUSTON
 DQ6589  COUNTRY     -  US
 DQ6589  USGS QUAD   -  RUSHFORD EAST (2019)
 DQ6589
 DQ6589                         *CURRENT SURVEY CONTROL
 DQ6589  ______________________________________________________________________
 DQ6589* NAD 83(1986) POSITION- 43 49 54.81   (N) 091 37 38.93   (W)   HD_HELD1
 DQ6589* NAVD 88 ORTHO HEIGHT -   231.867 (meters)      760.72  (feet) ADJUSTED
 DQ6589  ______________________________________________________________________
 DQ6589  GEOID HEIGHT    -        -30.593 (meters)                     GEOID18
 DQ6589  DYNAMIC HEIGHT  -        231.829 (meters)      760.59  (feet) COMP
 DQ6589  MODELED GRAVITY -    980,448.6   (mgal)                       NAVD 88
 DQ6589
 DQ6589  VERT ORDER      -  SECOND    CLASS I
 DQ6589
 DQ6589.The horizontal coordinates were determined by differentially corrected
 DQ6589.hand held GPS observations or other comparable positioning techniques
 DQ6589.and have an estimated accuracy of +/- 3 meters.
 DQ6589
 DQ6589.The orthometric height was determined by differential leveling and
 DQ6589.adjusted by the NATIONAL GEODETIC SURVEY
 DQ6589.in May 2019.
 DQ6589
 DQ6589.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ6589.GEOID18 height accuracy estimate available here.
 DQ6589
 DQ6589.Click photographs - Photos may exist for this station.
 DQ6589
 DQ6589.The dynamic height is computed by dividing the NAVD 88
 DQ6589.geopotential number by the normal gravity value computed on the
 DQ6589.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ6589.degrees latitude (g = 980.6199 gals.).
 DQ6589
 DQ6589.The modeled gravity was interpolated from observed gravity values.
 DQ6589
 DQ6589;                    North         East    Units  Estimated Accuracy
 DQ6589;SPC MN S     -   195,203.0     990,798.5     MT  (+/- 3 meters HH1 GPS) 
 DQ6589
 DQ6589_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXJ1035154117(NAD 83)
 DQ6589
 DQ6589                          SUPERSEDED SURVEY CONTROL
 DQ6589
 DQ6589.No superseded survey control is available for this station.
 DQ6589
 DQ6589_MARKER: DB = BENCH MARK DISK
 DQ6589_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 DQ6589_STAMPING: 2808 H 1959
 DQ6589_MARK LOGO: MNHD
 DQ6589_PROJECTION: RECESSED 5 CENTIMETERS
 DQ6589_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DQ6589_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DQ6589_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ6589+SATELLITE: SATELLITE OBSERVATIONS - August 28, 2024
 DQ6589
 DQ6589  HISTORY     - Date     Condition        Report By
 DQ6589  HISTORY     - 19590401 MONUMENTED       MNHD
 DQ6589  HISTORY     - 20160907 GOOD             MNDT
 DQ6589  HISTORY     - 20240828 GOOD             MNDT
 DQ6589
 DQ6589                          STATION DESCRIPTION
 DQ6589
 DQ6589'DESCRIBED BY MN DEPT OF TRANSP 2016 (KMS)
 DQ6589'THE MARK IS LOCATED ABOUT 6.3 MI (10.1 KM) NORTHWEST OF HOUSTON.
 DQ6589'
 DQ6589'TO REACH THE MARK GO 6.3 MI (10.1 KM) NORTHWEST ALONG TRUNK HIGHWAY 76
 DQ6589'FROM THE JUNCTION OF TRUNK HIGHWAY 76 AND TRUNK HIGHWAY 16 IN HOUSTON,
 DQ6589'AT TRUNK HIGHWAY 76 MILE POINT 29.45.
 DQ6589'
 DQ6589'THE MARK IS LOCATED 48.2 FT (14.7 M) NORTHEAST OF TRUNK HIGHWAY 76,
 DQ6589'22.2 FT (6.8 M) SOUTHEAST OF A DRIVEWAY NUMBER 986 EXTENDED.
 DQ6589
 DQ6589                          STATION RECOVERY (2024)
 DQ6589
 DQ6589'RECOVERY NOTE BY MN DEPT OF TRANSP 2024 (RMJ)
 DQ6589'6.3 MI (10.1 KM) NORTHWEST OF HOUSTON, 6.3 MI (10.1 KM) NORTHWEST
 DQ6589'ALONG TRUNK HIGHWAY 76 FROM THE JUNCTION OF TRUNK HIGHWAY 76 AND TRUNK
 DQ6589'HIGHWAY 16 IN HOUSTON, AT TRUNK HIGHWAY 76 MILE POINT 29.45, 48.2 FT
 DQ6589'(14.7 M) NORTHEAST OF TRUNK HIGHWAY 76 AND 22.2 FT (6.8 M) SOUTHEAST
 DQ6589'OF DRIVEWAY NUMBER 986 EXTENDED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 AC5051 ***********************************************************************
 AC5051  DESIGNATION -  2808 J
 AC5051  PID         -  AC5051
 AC5051  STATE/COUNTY-  MN/HOUSTON
 AC5051  COUNTRY     -  US
 AC5051  USGS QUAD   -  HOUSTON (2019)
 AC5051
 AC5051                         *CURRENT SURVEY CONTROL
 AC5051  ______________________________________________________________________
 AC5051* NAD 83(2011) POSITION- 43 49 38.24737(N) 091 37 17.62654(W)   ADJUSTED
 AC5051* NAD 83(2011) ELLIP HT-   198.824 (meters)        (06/27/12)   ADJUSTED
 AC5051* NAD 83(2011) EPOCH   -  2010.00
 AC5051* NAVD 88 ORTHO HEIGHT -   229.447 (meters)      752.78  (feet) ADJUSTED
 AC5051  ______________________________________________________________________
 AC5051  GEOID HEIGHT    -        -30.608 (meters)                     GEOID18
 AC5051  NAD 83(2011) X  -   -130,422.717 (meters)                     COMP
 AC5051  NAD 83(2011) Y  - -4,607,083.614 (meters)                     COMP
 AC5051  NAD 83(2011) Z  -  4,394,405.238 (meters)                     COMP
 AC5051  LAPLACE CORR    -         -6.41  (seconds)                    DEFLEC18
 AC5051  DYNAMIC HEIGHT  -        229.409 (meters)      752.65  (feet) COMP
 AC5051  MODELED GRAVITY -    980,448.6   (mgal)                       NAVD 88
 AC5051
 AC5051  VERT ORDER      -  SECOND    CLASS I
 AC5051
 AC5051  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AC5051  Standards:
 AC5051         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AC5051            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AC5051  -------------------------------------------------------------------
 AC5051  NETWORK    0.34   0.51           0.16   0.11   0.26      0.04524120
 AC5051  -------------------------------------------------------------------
 AC5051  Click here for local accuracies and other accuracy information.
 AC5051
 AC5051.The horizontal coordinates were established by GPS observations
 AC5051.and adjusted by the National Geodetic Survey in June 2012.
 AC5051
 AC5051.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AC5051.been affixed to the stable North American tectonic plate. See 
 AC5051.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AC5051
 AC5051.The horizontal coordinates are valid at the epoch date displayed above
 AC5051.which is a decimal equivalence of Year/Month/Day.
 AC5051
 AC5051.The orthometric height was determined by differential leveling and
 AC5051.adjusted by the NATIONAL GEODETIC SURVEY
 AC5051.in May 2019.
 AC5051
 AC5051.Significant digits in the geoid height do not necessarily reflect accuracy.
 AC5051.GEOID18 height accuracy estimate available here.
 AC5051
 AC5051.Click photographs - Photos may exist for this station.
 AC5051
 AC5051.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AC5051
 AC5051.The Laplace correction was computed from DEFLEC18 derived deflections.
 AC5051
 AC5051.The ellipsoidal height was determined by GPS observations
 AC5051.and is referenced to NAD 83.
 AC5051
 AC5051.The dynamic height is computed by dividing the NAVD 88
 AC5051.geopotential number by the normal gravity value computed on the
 AC5051.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC5051.degrees latitude (g = 980.6199 gals.).
 AC5051
 AC5051.The modeled gravity was interpolated from observed gravity values.
 AC5051
 AC5051. The following values were computed from the NAD 83(2011) position.
 AC5051
 AC5051;                    North         East     Units Scale Factor Converg.
 AC5051;SPC MN S     -   194,705.838   991,289.122   MT  0.99999077   +1 40 01.6
 AC5051;SPC MN S     -   638,797.40  3,252,254.39   sFT  0.99999077   +1 40 01.6
 AC5051;UTM  15      - 4,853,614.069   610,835.499   MT  0.99975109   +0 57 16.7
 AC5051
 AC5051!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AC5051!SPC MN S     -   0.99996882  x   0.99999077  =   0.99995959
 AC5051!UTM  15      -   0.99996882  x   0.99975109  =   0.99971992
 AC5051
 AC5051_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXJ1083553614(NAD 83)
 AC5051
 AC5051                          SUPERSEDED SURVEY CONTROL
 AC5051
 AC5051  NAD 83(2007)-  43 49 38.24789(N)    091 37 17.62716(W) AD(2002.00) 0
 AC5051  ELLIP H (02/10/07)  198.836  (m)                       GP(2002.00)    
 AC5051  NAD 83(1996)-  43 49 38.24758(N)    091 37 17.62624(W) AD(       ) 1
 AC5051  ELLIP H (01/15/97)  198.899  (m)                       GP(       ) 4 2
 AC5051  NAVD 88 (09/09/09)  229.43   (m)  GEOID03  model used  GPS OBS        
 AC5051  NAVD 88 (01/15/97)  229.4    (m)  GEOID96  model used  GPS OBS        
 AC5051
 AC5051.Superseded values are not recommended for survey control.
 AC5051
 AC5051.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC5051.See file dsdata.pdf to determine how the superseded data were derived.
 AC5051
 AC5051_MARKER: DB = BENCH MARK DISK
 AC5051_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AC5051_STAMPING: 2808 J 1959
 AC5051_MARK LOGO: MNHD
 AC5051_PROJECTION: FLUSH
 AC5051_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AC5051_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AC5051+STABILITY: SURFACE MOTION
 AC5051_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC5051+SATELLITE: SATELLITE OBSERVATIONS - August 23, 2024
 AC5051
 AC5051  HISTORY     - Date     Condition        Report By
 AC5051  HISTORY     - 1959     MONUMENTED       MNHD
 AC5051  HISTORY     - 19960315 GOOD             MN-055
 AC5051  HISTORY     - 20010401 GOOD             MNDT
 AC5051  HISTORY     - 20080304 GOOD             MNDT
 AC5051  HISTORY     - 20160907 GOOD             MNDT
 AC5051  HISTORY     - 20191002 GOOD             MNDT
 AC5051  HISTORY     - 20240823 GOOD             MNDT
 AC5051
 AC5051                          STATION DESCRIPTION
 AC5051
 AC5051'DESCRIBED BY HOUSTON COUNTY MINNESOTA 1996 (TAM)
 AC5051'THE MARK WAS RECOVERED IN GOOD CONDITION.  THE MARK IS LOCATED ABOUT 5
 AC5051'MI (8.0 KM) NNW OF THE TOWN OF HOUSTON IN THE NW 1/4 OF SECTION 12,
 AC5051'T104N, R7W.  TO REACH THE MARK FROM THE JCT OF TH 16 AND TH 76 IN
 AC5051'HOUSTON, GO NORTH FOR 5.8 MI (9.3 KM) ON TH 76 TO THE MARK ON THE
 AC5051'LEFT.  THE MARK, A DISK SET IN A CONC MON, IS 45 FT (13.7 M) LT OF TH
 AC5051'76, 200 FT (61.0 M) SE OF A CONC CULVERT, AND 100 FT (30.5 M) SE OF
 AC5051'JCT OF TWP RD AND TH 76.  RECOVERED AND DESCRIBED BY TAMMY A.  MAUSS,
 AC5051'CHECKED BY J.E.M.
 AC5051
 AC5051                          STATION RECOVERY (2001)
 AC5051
 AC5051'RECOVERY NOTE BY MN DEPT OF TRANSP 2001 (WAS)
 AC5051'THE MARK WAS RECOVERED IN GOOD CONDITION AS DESCRIBED 5 MI NNW OF
 AC5051'HOUSTON, 5.8 MI NW ON TH 76 FROM JCT OF TH 16 AND TH 76 IN  HOUSTON,
 AC5051'45 FT LT OF TH 76, AT TH 76 STA 734+00, 200 FT SE OF CONC CU LVERT,
 AC5051'100 FT SE OF JCT OF TWP RD AND TH 76, WIT POST 2 FT NORTH
 AC5051
 AC5051                          STATION RECOVERY (2008)
 AC5051
 AC5051'RECOVERY NOTE BY MN DEPT OF TRANSP 2008 (DJS)
 AC5051'THE MARK WAS RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.
 AC5051'THE MARK IS 5.0 MILES NORTH-NORTHWEST OF HOUSTON, 5.8 MILES NORTHWEST
 AC5051'ON TRUNK HIGHWAY 76 FROM JUNCTION OF TRUNK HIGHWAY 76 AND TRUNK
 AC5051'HIGHWAY 16 IN HOUSTON, 45 FEET EAST OF TRUNK HIGHWAY 76 AT STATION
 AC5051'734+00, 200 FEET SOUTHEAST OF CONCRETE CULVERT, 100 FEET SOUTHEAST OF
 AC5051'THE JUNCTION OF STINSON ROAD AND TRUNK HIGHWAY 76 AT MILEPOST 29, 2
 AC5051'FEET NORTH OF WITNESS POST.
 AC5051
 AC5051                          STATION RECOVERY (2016)
 AC5051
 AC5051'RECOVERY NOTE BY MN DEPT OF TRANSP 2016 (KMS)
 AC5051'RECOVERED AS DESCRIBED.
 AC5051
 AC5051                          STATION RECOVERY (2019)
 AC5051
 AC5051'RECOVERY NOTE BY MN DEPT OF TRANSP 2019 (MPP)
 AC5051'5.0 MI (8.0 KM) NORTH-NORTHWEST OF HOUSTON, 5.8 MI (9.3 KM) NORTHWEST
 AC5051'ALONG TRUNK HIGHWAY 76 FROM THE JUNCTION OF TRUNK HIGHWAY 76 AND TRUNK
 AC5051'HIGHWAY 16 IN HOUSTON, 45.0 FT (13.7 M) NORTHEAST OF TRUNK HIGHWAY 76,
 AC5051'103.5 FT (31.5 M) SOUTHEAST OF STINSON ROAD, 2.0 FT (0.6 M) NORTH OF A
 AC5051'WITNESS POST.
 AC5051
 AC5051                          STATION RECOVERY (2024)
 AC5051
 AC5051'RECOVERY NOTE BY MN DEPT OF TRANSP 2024 (RMJ)
 AC5051'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DQ6587 ***********************************************************************
 DQ6587  DESIGNATION -  2808 L
 DQ6587  PID         -  DQ6587
 DQ6587  STATE/COUNTY-  MN/HOUSTON
 DQ6587  COUNTRY     -  US
 DQ6587  USGS QUAD   -  HOUSTON (2019)
 DQ6587
 DQ6587                         *CURRENT SURVEY CONTROL
 DQ6587  ______________________________________________________________________
 DQ6587* NAD 83(1986) POSITION- 43 48 51.89   (N) 091 36 39.00   (W)   HD_HELD1
 DQ6587* NAVD 88 ORTHO HEIGHT -   227.597 (meters)      746.71  (feet) ADJUSTED
 DQ6587  ______________________________________________________________________
 DQ6587  GEOID HEIGHT    -        -30.632 (meters)                     GEOID18
 DQ6587  DYNAMIC HEIGHT  -        227.559 (meters)      746.58  (feet) COMP
 DQ6587  MODELED GRAVITY -    980,448.8   (mgal)                       NAVD 88
 DQ6587
 DQ6587  VERT ORDER      -  SECOND    CLASS I
 DQ6587
 DQ6587.The horizontal coordinates were determined by differentially corrected
 DQ6587.hand held GPS observations or other comparable positioning techniques
 DQ6587.and have an estimated accuracy of +/- 3 meters.
 DQ6587
 DQ6587.The orthometric height was determined by differential leveling and
 DQ6587.adjusted by the NATIONAL GEODETIC SURVEY
 DQ6587.in May 2019.
 DQ6587
 DQ6587.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ6587.GEOID18 height accuracy estimate available here.
 DQ6587
 DQ6587.Click photographs - Photos may exist for this station.
 DQ6587
 DQ6587.The dynamic height is computed by dividing the NAVD 88
 DQ6587.geopotential number by the normal gravity value computed on the
 DQ6587.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ6587.degrees latitude (g = 980.6199 gals.).
 DQ6587
 DQ6587.The modeled gravity was interpolated from observed gravity values.
 DQ6587
 DQ6587;                    North         East    Units  Estimated Accuracy
 DQ6587;SPC MN S     -   193,300.9     992,193.6     MT  (+/- 3 meters HH1 GPS) 
 DQ6587
 DQ6587_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXJ1172252198(NAD 83)
 DQ6587
 DQ6587                          SUPERSEDED SURVEY CONTROL
 DQ6587
 DQ6587.No superseded survey control is available for this station.
 DQ6587
 DQ6587_MARKER: DB = BENCH MARK DISK
 DQ6587_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DQ6587_SP_SET: BRIDGE ABUTMENT
 DQ6587_STAMPING: 2808 L 1958
 DQ6587_MARK LOGO: MNHD
 DQ6587_MAGNETIC: N = NO MAGNETIC MATERIAL
 DQ6587_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ6587_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DQ6587+SATELLITE: SATELLITE OBSERVATIONS - September 07, 2016
 DQ6587
 DQ6587  HISTORY     - Date     Condition        Report By
 DQ6587  HISTORY     - 19580401 MONUMENTED       MNHD
 DQ6587  HISTORY     - 20160907 GOOD             MNDT
 DQ6587
 DQ6587                          STATION DESCRIPTION
 DQ6587
 DQ6587'DESCRIBED BY MN DEPT OF TRANSP 2016 (KMS)
 DQ6587'THE STATION IS LOCATED ABOUT 8.2 MI (13.2 KM) SOUTH OF WITOKA, 7.1 MI
 DQ6587'(11.4 KM) EAST OF RUSHFORD AND 4.1 MI (6.6 KM) NORTH-NORTHWEST OF
 DQ6587'HOUSTON.
 DQ6587'
 DQ6587'TO REACH THE MARK GO 4.8 MI (7.7 KM) NORTHWEST ALONG TRUNK HIGHWAY 76
 DQ6587'FROM THE JUNCTION OF TRUNK HIGHWAY 76 AND TRUNK HIGHWAY 16 IN HOUSTON,
 DQ6587'AT TRUNK HIGHWAY 76 MILE POINT 27.95.
 DQ6587'
 DQ6587'THE MARK IS LOCATED IN SOUTHWEST CORNER OF TRUNK HIGHWAY 76 BRIDGE
 DQ6587'NUMBER 9105 OVER MONEY CREEK.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DQ6584 ***********************************************************************
 DQ6584  DESIGNATION -  2808 Q
 DQ6584  PID         -  DQ6584
 DQ6584  STATE/COUNTY-  MN/HOUSTON
 DQ6584  COUNTRY     -  US
 DQ6584  USGS QUAD   -  HOUSTON (2019)
 DQ6584
 DQ6584                         *CURRENT SURVEY CONTROL
 DQ6584  ______________________________________________________________________
 DQ6584* NAD 83(1986) POSITION- 43 47 40.11   (N) 091 35 40.54   (W)   HD_HELD1
 DQ6584* NAVD 88 ORTHO HEIGHT -   220.371 (meters)      723.00  (feet) ADJUSTED
 DQ6584  ______________________________________________________________________
 DQ6584  GEOID HEIGHT    -        -30.664 (meters)                     GEOID18
 DQ6584  DYNAMIC HEIGHT  -        220.335 (meters)      722.88  (feet) COMP
 DQ6584  MODELED GRAVITY -    980,449.1   (mgal)                       NAVD 88
 DQ6584
 DQ6584  VERT ORDER      -  SECOND    CLASS I
 DQ6584
 DQ6584.The horizontal coordinates were determined by differentially corrected
 DQ6584.hand held GPS observations or other comparable positioning techniques
 DQ6584.and have an estimated accuracy of +/- 3 meters.
 DQ6584
 DQ6584.The orthometric height was determined by differential leveling and
 DQ6584.adjusted by the NATIONAL GEODETIC SURVEY
 DQ6584.in May 2019.
 DQ6584
 DQ6584.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ6584.GEOID18 height accuracy estimate available here.
 DQ6584
 DQ6584.Click photographs - Photos may exist for this station.
 DQ6584
 DQ6584.The dynamic height is computed by dividing the NAVD 88
 DQ6584.geopotential number by the normal gravity value computed on the
 DQ6584.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ6584.degrees latitude (g = 980.6199 gals.).
 DQ6584
 DQ6584.The modeled gravity was interpolated from observed gravity values.
 DQ6584
 DQ6584;                    North         East    Units  Estimated Accuracy
 DQ6584;SPC MN S     -   191,124.8     993,564.8     MT  (+/- 3 meters HH1 GPS) 
 DQ6584
 DQ6584_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXJ1306550005(NAD 83)
 DQ6584
 DQ6584                          SUPERSEDED SURVEY CONTROL
 DQ6584
 DQ6584.No superseded survey control is available for this station.
 DQ6584
 DQ6584_MARKER: DB = BENCH MARK DISK
 DQ6584_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DQ6584_SP_SET: BRIDGE ABUTMENT
 DQ6584_STAMPING: 2808 Q 1948
 DQ6584_MARK LOGO: MNHD
 DQ6584_MAGNETIC: N = NO MAGNETIC MATERIAL
 DQ6584_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ6584_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DQ6584+SATELLITE: SATELLITE OBSERVATIONS - September 07, 2016
 DQ6584
 DQ6584  HISTORY     - Date     Condition        Report By
 DQ6584  HISTORY     - 19590401 MONUMENTED       MNHD
 DQ6584  HISTORY     - 20160907 GOOD             MNDT
 DQ6584
 DQ6584                          STATION DESCRIPTION
 DQ6584
 DQ6584'DESCRIBED BY MN DEPT OF TRANSP 2016 (KMS)
 DQ6584'THE STATION IS LOCATED ABOUT 8.0 MI (12.9 KM) NORTH OF SHELDON, 8.0 MI
 DQ6584'(12.9 KM) EAST OF RUSHFORD AND 2.5 MI (4.0 KM) NORTH-NORTHWEST OF
 DQ6584'HOUSTON.
 DQ6584'
 DQ6584'TO REACH THE MARK GO 3.5 MI (5.6 KM) NORTHWEST ALONG TRUNK HIGHWAY 76
 DQ6584'FROM THE JUNCTION OF TRUNK HIGHWAY 16 AND TRUNK HIGHWAY 76 IN HOUSTON,
 DQ6584'AT TRUNK HIGHWAY 76 MILE POINT 26.35.
 DQ6584'
 DQ6584'THE MARK IS LOCATED 19.5 FT (5.9 M) EAST-NORTHEAST OF TRUNK HIGHWAY
 DQ6584'76, IN SOUTHEAST CORNER OF SOUTH ABUTMENT OF TRUNK HIGHWAY 76 BRIDGE
 DQ6584'NUMBER 9106 OVER MONEY CREEK.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DQ6582 ***********************************************************************
 DQ6582  DESIGNATION -  2808 S
 DQ6582  PID         -  DQ6582
 DQ6582  STATE/COUNTY-  MN/HOUSTON
 DQ6582  COUNTRY     -  US
 DQ6582  USGS QUAD   -  HOUSTON (2019)
 DQ6582
 DQ6582                         *CURRENT SURVEY CONTROL
 DQ6582  ______________________________________________________________________
 DQ6582* NAD 83(1986) POSITION- 43 46 43.51   (N) 091 35 34.06   (W)   HD_HELD1
 DQ6582* NAVD 88 ORTHO HEIGHT -   213.175 (meters)      699.39  (feet) ADJUSTED
 DQ6582  ______________________________________________________________________
 DQ6582  GEOID HEIGHT    -        -30.661 (meters)                     GEOID18
 DQ6582  DYNAMIC HEIGHT  -        213.140 (meters)      699.28  (feet) COMP
 DQ6582  MODELED GRAVITY -    980,449.1   (mgal)                       NAVD 88
 DQ6582
 DQ6582  VERT ORDER      -  SECOND    CLASS I
 DQ6582
 DQ6582.The horizontal coordinates were determined by differentially corrected
 DQ6582.hand held GPS observations or other comparable positioning techniques
 DQ6582.and have an estimated accuracy of +/- 3 meters.
 DQ6582
 DQ6582.The orthometric height was determined by differential leveling and
 DQ6582.adjusted by the NATIONAL GEODETIC SURVEY
 DQ6582.in May 2019.
 DQ6582
 DQ6582.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ6582.GEOID18 height accuracy estimate available here.
 DQ6582
 DQ6582.Click photographs - Photos may exist for this station.
 DQ6582
 DQ6582.The dynamic height is computed by dividing the NAVD 88
 DQ6582.geopotential number by the normal gravity value computed on the
 DQ6582.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ6582.degrees latitude (g = 980.6199 gals.).
 DQ6582
 DQ6582.The modeled gravity was interpolated from observed gravity values.
 DQ6582
 DQ6582;                    North         East    Units  Estimated Accuracy
 DQ6582;SPC MN S     -   189,382.9     993,761.0     MT  (+/- 3 meters HH1 GPS) 
 DQ6582
 DQ6582_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXJ1324048262(NAD 83)
 DQ6582
 DQ6582                          SUPERSEDED SURVEY CONTROL
 DQ6582
 DQ6582.No superseded survey control is available for this station.
 DQ6582
 DQ6582_MARKER: DB = BENCH MARK DISK
 DQ6582_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 DQ6582_STAMPING: 2808 S 1959
 DQ6582_MARK LOGO: MNHD
 DQ6582_PROJECTION: PROJECTING 5 CENTIMETERS
 DQ6582_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DQ6582_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DQ6582_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ6582+SATELLITE: SATELLITE OBSERVATIONS - August 28, 2024
 DQ6582
 DQ6582  HISTORY     - Date     Condition        Report By
 DQ6582  HISTORY     - 19590401 MONUMENTED       MNHD
 DQ6582  HISTORY     - 20160907 GOOD             MNDT
 DQ6582  HISTORY     - 20240828 GOOD             MNDT
 DQ6582
 DQ6582                          STATION DESCRIPTION
 DQ6582
 DQ6582'DESCRIBED BY MN DEPT OF TRANSP 2016 (KMS)
 DQ6582'THE STATION IS LOCATED ABOUT 8.3 MI (13.4 KM) EAST-SOUTHEAST OF
 DQ6582'RUSHFORD, 6.9 MI (11.1 KM) NORTH OF SHELDON AND 1.6 MI (2.6 KM)
 DQ6582'NORTHWEST OF HOUSTON.
 DQ6582'
 DQ6582'TO REACH THE MARK GO 2.1 MI (3.4 KM) NORTHWEST ALONG TRUNK HIGHWAY 76
 DQ6582'FROM THE JUNCTION OF TRUNK HIGHWAY 76 AND TRUNK HIGHWAY 16 IN HOUSTON,
 DQ6582'AT TRUNK HIGHWAY 6 MILE POINT 25.2.
 DQ6582'
 DQ6582'THE MARK IS LOCATED 60.6 FT (18.5 M) EAST OF TRUNK HIGHWAY 76, 12.2 FT
 DQ6582'(3.7 M) WEST-NORTHWEST OF RIGHT-OF-WAY POST, 1.0 FT (0.3 M) WEST OF A
 DQ6582'WITNESS POST.
 DQ6582
 DQ6582                          STATION RECOVERY (2024)
 DQ6582
 DQ6582'RECOVERY NOTE BY MN DEPT OF TRANSP 2024 (RMJ)
 DQ6582'2.1 MI (3.4 KM) NORTHWEST OF HOUSTON, 2.1 MI (3.4 KM) NORTHWEST ALONG
 DQ6582'TRUNK HIGHWAY 76 FROM THE JUNCTION OF TRUNK HIGHWAY 76 AND TRUNK
 DQ6582'HIGHWAY 16 IN HOUSTON, AT TRUNK HIGHWAY 6 MILE POINT 25.2, 60.6 FT
 DQ6582'(18.5 M) EAST OF TRUNK HIGHWAY 76, 12.2 FT (3.7 M) WEST-NORTHWEST OF A
 DQ6582'RIGHT-OF-WAY POST, 1.0 FT (0.3 M) WEST OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DQ6578 ***********************************************************************
 DQ6578  DESIGNATION -  2808 T
 DQ6578  PID         -  DQ6578
 DQ6578  STATE/COUNTY-  MN/HOUSTON
 DQ6578  COUNTRY     -  US
 DQ6578  USGS QUAD   -  HOUSTON (2019)
 DQ6578
 DQ6578                         *CURRENT SURVEY CONTROL
 DQ6578  ______________________________________________________________________
 DQ6578* NAD 83(1986) POSITION- 43 46 06.39   (N) 091 34 11.21   (W)   HD_HELD1
 DQ6578* NAVD 88 ORTHO HEIGHT -   213.635 (meters)      700.90  (feet) ADJUSTED
 DQ6578  ______________________________________________________________________
 DQ6578  GEOID HEIGHT    -        -30.712 (meters)                     GEOID18
 DQ6578  DYNAMIC HEIGHT  -        213.600 (meters)      700.79  (feet) COMP
 DQ6578  MODELED GRAVITY -    980,447.8   (mgal)                       NAVD 88
 DQ6578
 DQ6578  VERT ORDER      -  SECOND    CLASS I
 DQ6578
 DQ6578.The horizontal coordinates were determined by differentially corrected
 DQ6578.hand held GPS observations or other comparable positioning techniques
 DQ6578.and have an estimated accuracy of +/- 3 meters.
 DQ6578
 DQ6578.The orthometric height was determined by differential leveling and
 DQ6578.adjusted by the NATIONAL GEODETIC SURVEY
 DQ6578.in May 2019.
 DQ6578
 DQ6578.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ6578.GEOID18 height accuracy estimate available here.
 DQ6578
 DQ6578.Click photographs - Photos may exist for this station.
 DQ6578
 DQ6578.The dynamic height is computed by dividing the NAVD 88
 DQ6578.geopotential number by the normal gravity value computed on the
 DQ6578.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ6578.degrees latitude (g = 980.6199 gals.).
 DQ6578
 DQ6578.The modeled gravity was interpolated from observed gravity values.
 DQ6578
 DQ6578;                    North         East    Units  Estimated Accuracy
 DQ6578;SPC MN S     -   188,292.6     995,646.9     MT  (+/- 3 meters HH1 GPS) 
 DQ6578
 DQ6578_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXJ1511247148(NAD 83)
 DQ6578
 DQ6578                          SUPERSEDED SURVEY CONTROL
 DQ6578
 DQ6578.No superseded survey control is available for this station.
 DQ6578
 DQ6578_MARKER: DB = BENCH MARK DISK
 DQ6578_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DQ6578_SP_SET: BRIDGE ABUTMENT
 DQ6578_STAMPING: 2808 T 1957
 DQ6578_MARK LOGO: MNHD
 DQ6578_MAGNETIC: N = NO MAGNETIC MATERIAL
 DQ6578_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ6578_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DQ6578+SATELLITE: SATELLITE OBSERVATIONS - September 07, 2016
 DQ6578
 DQ6578  HISTORY     - Date     Condition        Report By
 DQ6578  HISTORY     - 19580401 MONUMENTED       MNHD
 DQ6578  HISTORY     - 20160907 GOOD             MNDT
 DQ6578
 DQ6578                          STATION DESCRIPTION
 DQ6578
 DQ6578'DESCRIBED BY MN DEPT OF TRANSP 2016 (KMS)
 DQ6578'THE STATION IS LOCATED ABOUT 8.5 MI (13.7 KM) NORTHEAST OF YUCATAN,
 DQ6578'6.3 MI (10.1 KM) NORTH OF SHELDON AND IN THE TOWN OF HOUSTON, MN.
 DQ6578'
 DQ6578'TO REACH THE MARK GO 0.35 MI (0.56 KM) NORTH ALONG TRUNK HIGHWAY 76
 DQ6578'FROM THE JUNCTION OF TRUNK HIGHWAY 76 AND TRUNK HIGHWAY 43 IN HOUSTON,
 DQ6578'AT TRUNK HIGHWAY 76 MILE POINT 23.45.
 DQ6578'
 DQ6578'THE MARK IS LOCATED 19.5 FT (5.9 M) EAST OF TRUNK HIGHWAY 76, IN
 DQ6578'SOUTHEAST CORNER OF TRUNK HIGHWAY 76 BRIDGE NUMBER 9003 OVER ROOT
 DQ6578'RIVER.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DQ6588 ***********************************************************************
 DQ6588  DESIGNATION -  2808 U
 DQ6588  PID         -  DQ6588
 DQ6588  STATE/COUNTY-  MN/HOUSTON
 DQ6588  COUNTRY     -  US
 DQ6588  USGS QUAD   -  HOUSTON (2019)
 DQ6588
 DQ6588                         *CURRENT SURVEY CONTROL
 DQ6588  ______________________________________________________________________
 DQ6588* NAD 83(1986) POSITION- 43 48 58.73   (N) 091 36 42.46   (W)   HD_HELD1
 DQ6588* NAVD 88 ORTHO HEIGHT -   229.482 (meters)      752.89  (feet) ADJUSTED
 DQ6588  ______________________________________________________________________
 DQ6588  GEOID HEIGHT    -        -30.631 (meters)                     GEOID18
 DQ6588  DYNAMIC HEIGHT  -        229.444 (meters)      752.77  (feet) COMP
 DQ6588  MODELED GRAVITY -    980,448.7   (mgal)                       NAVD 88
 DQ6588
 DQ6588  VERT ORDER      -  SECOND    CLASS I
 DQ6588
 DQ6588.The horizontal coordinates were determined by differentially corrected
 DQ6588.hand held GPS observations or other comparable positioning techniques
 DQ6588.and have an estimated accuracy of +/- 3 meters.
 DQ6588
 DQ6588.The orthometric height was determined by differential leveling and
 DQ6588.adjusted by the NATIONAL GEODETIC SURVEY
 DQ6588.in May 2019.
 DQ6588
 DQ6588.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ6588.GEOID18 height accuracy estimate available here.
 DQ6588
 DQ6588.Click photographs - Photos may exist for this station.
 DQ6588
 DQ6588.The dynamic height is computed by dividing the NAVD 88
 DQ6588.geopotential number by the normal gravity value computed on the
 DQ6588.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ6588.degrees latitude (g = 980.6199 gals.).
 DQ6588
 DQ6588.The modeled gravity was interpolated from observed gravity values.
 DQ6588
 DQ6588;                    North         East    Units  Estimated Accuracy
 DQ6588;SPC MN S     -   193,509.6     992,110.2     MT  (+/- 3 meters HH1 GPS) 
 DQ6588
 DQ6588_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXJ1164152408(NAD 83)
 DQ6588
 DQ6588                          SUPERSEDED SURVEY CONTROL
 DQ6588
 DQ6588.No superseded survey control is available for this station.
 DQ6588
 DQ6588_MARKER: I = METAL ROD
 DQ6588_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DQ6588_STAMPING: 2808 U 2016
 DQ6588_MARK LOGO: MNDT
 DQ6588_PROJECTION: RECESSED 5 CENTIMETERS
 DQ6588_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DQ6588_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ6588_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ6588+SATELLITE: SATELLITE OBSERVATIONS - August 28, 2024
 DQ6588_ROD/PIPE-DEPTH: 6.4 meters
 DQ6588
 DQ6588  HISTORY     - Date     Condition        Report By
 DQ6588  HISTORY     - 20161012 MONUMENTED       MNDT
 DQ6588  HISTORY     - 20201214 GOOD             MNDT
 DQ6588  HISTORY     - 20240828 GOOD             MNDT
 DQ6588
 DQ6588                          STATION DESCRIPTION
 DQ6588
 DQ6588'DESCRIBED BY MN DEPT OF TRANSP 2016
 DQ6588'THE STATION IS LOCATED ABOUT 8.1 MI (13.0 KM) SOUTH OF WITOKA, 7.1 MI
 DQ6588'(11.4 KM) EAST OF RUSHFORD AND 4.3 MI (6.9 KM) NORTH-NORTHWEST OF
 DQ6588'HOUSTON.
 DQ6588'
 DQ6588'TO REACH THE MARK GO 4.95 MI (7.96 KM) NORTH ALONG TRUNK HIGHWAY 76
 DQ6588'FROM THE JUNCTION OF TRUNK HIGHWAY 76 AND TRUNK HIGHWAY 16 IN HOUSTON,
 DQ6588'AT TRUNK HIGHWAY 76 MILE POINT 28.15.
 DQ6588'
 DQ6588'THE MARK IS LOCATED 49.0 FT (14.9 M) EAST-NORTHEAST OF TRUNK HIGHWAY
 DQ6588'76, 92.0 FT (28.0 M) SOUTH-SOUTHEAST OF MONEY CREEK ROAD, 1.5 FT (0.5
 DQ6588'M) WEST-SOUTHWEST OF A WITNESS POST.
 DQ6588'
 DQ6588'NOTE-THE STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM ROD
 DQ6588'DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION REMOVABLE DISK
 DQ6588'SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH PVC
 DQ6588'PIPE BACK FILLED WITH WASHED SAND.
 DQ6588
 DQ6588                          STATION RECOVERY (2020)
 DQ6588
 DQ6588'RECOVERY NOTE BY MN DEPT OF TRANSP 2020 (KMS)
 DQ6588'RECOVERED IN GOOD CONDITION.
 DQ6588
 DQ6588                          STATION RECOVERY (2024)
 DQ6588
 DQ6588'RECOVERY NOTE BY MN DEPT OF TRANSP 2024 (RMJ)
 DQ6588'4.4 MI (7.1 KM) NORTH-NORTHWEST OF HOUSTON, 4.95 MI (7.96 KM) NORTH
 DQ6588'ALONG TRUNK HIGHWAY 76 FROM THE JUNCTION OF TRUNK HIGHWAY 76 AND TRUNK
 DQ6588'HIGHWAY 16 IN HOUSTON, AT TRUNK HIGHWAY 76 MILE POINT 28.15, 49.0 FT
 DQ6588'(14.9 M) EAST-NORTHEAST OF TRUNK HIGHWAY 76, 92.0 FT (28.0 M)
 DQ6588'SOUTH-SOUTHEAST OF MONEY CREEK ROAD, 1.5 FT (0.5 M) WEST-SOUTHWEST OF
 DQ6588'A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DQ6583 ***********************************************************************
 DQ6583  DESIGNATION -  2808 V
 DQ6583  PID         -  DQ6583
 DQ6583  STATE/COUNTY-  MN/HOUSTON
 DQ6583  COUNTRY     -  US
 DQ6583  USGS QUAD   -  HOUSTON (2019)
 DQ6583
 DQ6583                         *CURRENT SURVEY CONTROL
 DQ6583  ______________________________________________________________________
 DQ6583* NAD 83(1986) POSITION- 43 47 05.80   (N) 091 35 37.01   (W)   HD_HELD1
 DQ6583* NAVD 88 ORTHO HEIGHT -   212.187 (meters)      696.15  (feet) ADJUSTED
 DQ6583  ______________________________________________________________________
 DQ6583  GEOID HEIGHT    -        -30.662 (meters)                     GEOID18
 DQ6583  DYNAMIC HEIGHT  -        212.152 (meters)      696.04  (feet) COMP
 DQ6583  MODELED GRAVITY -    980,449.2   (mgal)                       NAVD 88
 DQ6583
 DQ6583  VERT ORDER      -  SECOND    CLASS I
 DQ6583
 DQ6583.The horizontal coordinates were determined by differentially corrected
 DQ6583.hand held GPS observations or other comparable positioning techniques
 DQ6583.and have an estimated accuracy of +/- 3 meters.
 DQ6583
 DQ6583.The orthometric height was determined by differential leveling and
 DQ6583.adjusted by the NATIONAL GEODETIC SURVEY
 DQ6583.in May 2019.
 DQ6583
 DQ6583.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ6583.GEOID18 height accuracy estimate available here.
 DQ6583
 DQ6583.Click photographs - Photos may exist for this station.
 DQ6583
 DQ6583.The dynamic height is computed by dividing the NAVD 88
 DQ6583.geopotential number by the normal gravity value computed on the
 DQ6583.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ6583.degrees latitude (g = 980.6199 gals.).
 DQ6583
 DQ6583.The modeled gravity was interpolated from observed gravity values.
 DQ6583
 DQ6583;                    North         East    Units  Estimated Accuracy
 DQ6583;SPC MN S     -   190,068.6     993,674.8     MT  (+/- 3 meters HH1 GPS) 
 DQ6583
 DQ6583_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXJ1316248948(NAD 83)
 DQ6583
 DQ6583                          SUPERSEDED SURVEY CONTROL
 DQ6583
 DQ6583.No superseded survey control is available for this station.
 DQ6583
 DQ6583_MARKER: I = METAL ROD
 DQ6583_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DQ6583_STAMPING: 2808 V 2016
 DQ6583_MARK LOGO: MNDT
 DQ6583_PROJECTION: RECESSED 8 CENTIMETERS
 DQ6583_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DQ6583_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ6583_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ6583+SATELLITE: SATELLITE OBSERVATIONS - August 28, 2024
 DQ6583_ROD/PIPE-DEPTH: 9.8 meters
 DQ6583
 DQ6583  HISTORY     - Date     Condition        Report By
 DQ6583  HISTORY     - 20161012 MONUMENTED       MNDT
 DQ6583  HISTORY     - 20240828 GOOD             MNDT
 DQ6583
 DQ6583                          STATION DESCRIPTION
 DQ6583
 DQ6583'DESCRIBED BY MN DEPT OF TRANSP 2016
 DQ6583'THE STATION IS LOCATED ABOUT 8.1 MI (13.0 KM) EAST-SOUTHEAST OF
 DQ6583'RUSHFORD, 7.4 MI (11.9 KM) NORTH OF SHELDON AND 2.0 MI (3.2 KM)
 DQ6583'NORTHWEST OF HOUSTON.
 DQ6583'
 DQ6583'TO REACH THE MARK GO 2.55 MI (4.10 KM) NORTH ALONG TRUNK HIGHWAY 76
 DQ6583'FROM THE JUNCTION OF TRUNK HIGHWAY 76 AND TRUNK HIGHWAY 16 IN HOUSTON,
 DQ6583'AT TRUNK HIGHWAY 76 MILE POINT 25.65.
 DQ6583'
 DQ6583'THE MARK IS LOCATED 61.9 FT (18.9 M) WEST OF TRUNK HIGHWAY 76, 57.0 FT
 DQ6583'(17.4 M) SOUTH OF PERKINS VALLEY DRIVE, 11.7 FT (3.6 M) EAST OF CABLE
 DQ6583'BOX, 1.5 FT (0.5 M) EAST OF A WITNESS POST.
 DQ6583
 DQ6583                          STATION RECOVERY (2024)
 DQ6583
 DQ6583'RECOVERY NOTE BY MN DEPT OF TRANSP 2024 (RMJ)
 DQ6583'2.0 MI (3.2 KM) NORTHWEST OF HOUSTON, 2.55 MI (4.10 KM) NORTH ALONG
 DQ6583'TRUNK HIGHWAY 76 FROM THE JUNCTION OF TRUNK HIGHWAY 76 AND TRUNK
 DQ6583'HIGHWAY 16 IN HOUSTON, AT TRUNK HIGHWAY 76 MILE POINT 25.65, 61.9 FT
 DQ6583'(18.9 M) WEST OF TRUNK HIGHWAY 76, 57.0 FT (17.4 M) SOUTH OF PERKINS
 DQ6583'VALLEY DRIVE, 11.7 FT (3.6 M) EAST OF A CABLE BOX, 1.5 FT (0.5 M) EAST
 DQ6583'OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DQ6581 ***********************************************************************
 DQ6581  DESIGNATION -  2808 W
 DQ6581  PID         -  DQ6581
 DQ6581  STATE/COUNTY-  MN/HOUSTON
 DQ6581  COUNTRY     -  US
 DQ6581  USGS QUAD   -  HOUSTON (2019)
 DQ6581
 DQ6581                         *CURRENT SURVEY CONTROL
 DQ6581  ______________________________________________________________________
 DQ6581* NAD 83(1986) POSITION- 43 46 19.00   (N) 091 35 30.75   (W)   HD_HELD1
 DQ6581* NAVD 88 ORTHO HEIGHT -   211.981 (meters)      695.47  (feet) ADJUSTED
 DQ6581  ______________________________________________________________________
 DQ6581  GEOID HEIGHT    -        -30.660 (meters)                     GEOID18
 DQ6581  DYNAMIC HEIGHT  -        211.946 (meters)      695.36  (feet) COMP
 DQ6581  MODELED GRAVITY -    980,448.7   (mgal)                       NAVD 88
 DQ6581
 DQ6581  VERT ORDER      -  SECOND    CLASS I
 DQ6581
 DQ6581.The horizontal coordinates were determined by differentially corrected
 DQ6581.hand held GPS observations or other comparable positioning techniques
 DQ6581.and have an estimated accuracy of +/- 3 meters.
 DQ6581
 DQ6581.The orthometric height was determined by differential leveling and
 DQ6581.adjusted by the NATIONAL GEODETIC SURVEY
 DQ6581.in May 2019.
 DQ6581
 DQ6581.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ6581.GEOID18 height accuracy estimate available here.
 DQ6581
 DQ6581.Click photographs - Photos may exist for this station.
 DQ6581
 DQ6581.The dynamic height is computed by dividing the NAVD 88
 DQ6581.geopotential number by the normal gravity value computed on the
 DQ6581.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ6581.degrees latitude (g = 980.6199 gals.).
 DQ6581
 DQ6581.The modeled gravity was interpolated from observed gravity values.
 DQ6581
 DQ6581;                    North         East    Units  Estimated Accuracy
 DQ6581;SPC MN S     -   188,629.0     993,857.3     MT  (+/- 3 meters HH1 GPS) 
 DQ6581
 DQ6581_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXJ1332747507(NAD 83)
 DQ6581
 DQ6581                          SUPERSEDED SURVEY CONTROL
 DQ6581
 DQ6581.No superseded survey control is available for this station.
 DQ6581
 DQ6581_MARKER: I = METAL ROD
 DQ6581_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DQ6581_STAMPING: 2808 W 2016
 DQ6581_MARK LOGO: MNDT
 DQ6581_PROJECTION: RECESSED 5 CENTIMETERS
 DQ6581_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DQ6581_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ6581_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ6581+SATELLITE: SATELLITE OBSERVATIONS - August 28, 2024
 DQ6581_ROD/PIPE-DEPTH: 7.9 meters
 DQ6581
 DQ6581  HISTORY     - Date     Condition        Report By
 DQ6581  HISTORY     - 20161011 MONUMENTED       MNDT
 DQ6581  HISTORY     - 20240828 GOOD             MNDT
 DQ6581
 DQ6581                          STATION DESCRIPTION
 DQ6581
 DQ6581'DESCRIBED BY MN DEPT OF TRANSP 2016
 DQ6581'THE MARK IS LOCATED ABOUT 1.3 MI (2.1 KM) NORTHWEST OF HOUSTON.
 DQ6581'
 DQ6581'TO REACH THE MARK GO 1.65 MI (2.65 KM) NORTH AND WEST ALONG TRUNK
 DQ6581'HIGHWAY 76 FROM THE JUNCTION OF TRUNK HIGHWAY 76 AND TRUNK HIGHWAY 16
 DQ6581'IN HOUSTON, AT TRUNK HIGHWAY 76 MILE POINT 24.7.
 DQ6581'
 DQ6581'THE MARK IS LOCATED 36.5 FT (11.1 M) WEST-SOUTHWEST OF TRUNK HIGHWAY
 DQ6581'76, 1.5 FT (0.5 M) EAST-NORTHEAST OF A WITNESS POST.
 DQ6581'
 DQ6581'NOTE-THE STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM ROD
 DQ6581'DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION REMOVABLE DISK
 DQ6581'SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH PVC
 DQ6581'PIPE BACK FILLED WITH WASHED SAND.
 DQ6581
 DQ6581                          STATION RECOVERY (2024)
 DQ6581
 DQ6581'RECOVERY NOTE BY MN DEPT OF TRANSP 2024 (RMJ)
 DQ6581'1.3 MI (2.1 KM) NORTHWEST OF HOUSTON, 1.65 MI (2.65 KM) NORTH AND WEST
 DQ6581'ALONG TRUNK HIGHWAY 76 FROM THE JUNCTION OF TRUNK HIGHWAY 76 AND TRUNK
 DQ6581'HIGHWAY 16 IN HOUSTON, AT TRUNK HIGHWAY 76 MILE POINT 24.7, 36.5 FT
 DQ6581'(11.1 M) WEST-SOUTHWEST OF TRUNK HIGHWAY 76, 1.5 FT (0.5 M)
 DQ6581'EAST-NORTHEAST OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 QO0922 ***********************************************************************
 QO0922  DESIGNATION -  282/2 BOLT
 QO0922  PID         -  QO0922
 QO0922  STATE/COUNTY-  MN/SHERBURNE
 QO0922  COUNTRY     -  US
 QO0922  USGS QUAD   -  CLEAR LAKE (2019)
 QO0922
 QO0922                         *CURRENT SURVEY CONTROL
 QO0922  ______________________________________________________________________
 QO0922* NAD 83(1986) POSITION- 45 22 54.     (N) 093 54 20.     (W)   SCALED
 QO0922* NAVD 88 ORTHO HEIGHT -   294.242 (meters)      965.36  (feet) ADJUSTED
 QO0922  ______________________________________________________________________
 QO0922  GEOID HEIGHT    -        -27.687 (meters)                     GEOID18
 QO0922  DYNAMIC HEIGHT  -        294.225 (meters)      965.30  (feet) COMP
 QO0922  MODELED GRAVITY -    980,550.7   (mgal)                       NAVD 88
 QO0922
 QO0922  VERT ORDER      -  FIRST     CLASS I
 QO0922
 QO0922.The horizontal coordinates were scaled from a map and have
 QO0922.an estimated accuracy of +/- 6 seconds.
 QO0922
 QO0922.The orthometric height was determined by differential leveling and
 QO0922.adjusted by the NATIONAL GEODETIC SURVEY
 QO0922.in June 1991.
 QO0922
 QO0922.Significant digits in the geoid height do not necessarily reflect accuracy.
 QO0922.GEOID18 height accuracy estimate available here.
 QO0922
 QO0922.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL291257(NAD 83)
 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
 QO0922.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QO0922.See file dsdata.pdf to determine how the superseded data were derived.
 QO0922
 QO0922_MARKER: B = BOLT
 QO0922_SETTING: 21 = SET IN CONCRETE IN A CLAY TILE PIPE
 QO0922_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QO0922
 QO0922  HISTORY     - Date     Condition        Report By
 QO0922  HISTORY     - 1898     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, T33N,
 QO0922'R29W.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 QO0921 ***********************************************************************
 QO0921  DESIGNATION -  282/2 CAP
 QO0921  PID         -  QO0921
 QO0921  STATE/COUNTY-  MN/SHERBURNE
 QO0921  COUNTRY     -  US
 QO0921  USGS QUAD   -  CLEAR LAKE (2019)
 QO0921
 QO0921                         *CURRENT SURVEY CONTROL
 QO0921  ______________________________________________________________________
 QO0921* NAD 83(1986) POSITION- 45 22 54.     (N) 093 54 20.     (W)   SCALED
 QO0921* NAVD 88 ORTHO HEIGHT -   295.447 (meters)      969.31  (feet) ADJUSTED
 QO0921  ______________________________________________________________________
 QO0921  GEOID HEIGHT    -        -27.687 (meters)                     GEOID18
 QO0921  DYNAMIC HEIGHT  -        295.429 (meters)      969.25  (feet) COMP
 QO0921  MODELED GRAVITY -    980,550.7   (mgal)                       NAVD 88
 QO0921
 QO0921  VERT ORDER      -  FIRST     CLASS I
 QO0921
 QO0921.The horizontal coordinates were scaled from a map and have
 QO0921.an estimated accuracy of +/- 6 seconds.
 QO0921
 QO0921.The orthometric height was determined by differential leveling and
 QO0921.adjusted by the NATIONAL GEODETIC SURVEY
 QO0921.in June 1991.
 QO0921
 QO0921.Significant digits in the geoid height do not necessarily reflect accuracy.
 QO0921.GEOID18 height accuracy estimate available here.
 QO0921
 QO0921.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL291257(NAD 83)
 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
 QO0921.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QO0921.See file dsdata.pdf to determine how the superseded data were derived.
 QO0921
 QO0921_MARKER: C = CAP OF CAP-AND-BOLT PAIR
 QO0921_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 QO0921_MARK LOGO: MRC
 QO0921_MAGNETIC: P = MARKER IS A STEEL PIPE
 QO0921_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QO0921
 QO0921  HISTORY     - Date     Condition        Report By
 QO0921  HISTORY     - 1898     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 = MARCH 21, 2026 06:05:54 EDT
 QP0348 ***********************************************************************
 QP0348  DESIGNATION -  285/2 BOLT
 QP0348  PID         -  QP0348
 QP0348  STATE/COUNTY-  MN/SHERBURNE
 QP0348  COUNTRY     -  US
 QP0348  USGS QUAD   -  CLEARWATER (2019)
 QP0348
 QP0348                         *CURRENT SURVEY CONTROL
 QP0348  ______________________________________________________________________
 QP0348* NAD 83(1986) POSITION- 45 25 32.0    (N) 094 02 41.7    (W)   HD_HELD2
 QP0348* NAVD 88 ORTHO HEIGHT -   291.005 (meters)      954.74  (feet) ADJUSTED
 QP0348  ______________________________________________________________________
 QP0348  GEOID HEIGHT    -        -27.441 (meters)                     GEOID18
 QP0348  DYNAMIC HEIGHT  -        290.992 (meters)      954.70  (feet) COMP
 QP0348  MODELED GRAVITY -    980,563.8   (mgal)                       NAVD 88
 QP0348
 QP0348  VERT ORDER      -  FIRST     CLASS I
 QP0348
 QP0348.The horizontal coordinates were established by autonomous hand held GPS
 QP0348.observations and have an estimated accuracy of +/- 10 meters.
 QP0348
 QP0348.The orthometric height was determined by differential leveling and
 QP0348.adjusted by the NATIONAL GEODETIC SURVEY
 QP0348.in June 1991.
 QP0348
 QP0348.Significant digits in the geoid height do not necessarily reflect accuracy.
 QP0348.GEOID18 height accuracy estimate available here.
 QP0348
 QP0348.Click photographs - Photos may exist for this station.
 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     -   369,522.      796,485.      MT  (+/- 10 meters HH2 GPS)
 QP0348
 QP0348_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL1825630756(NAD 83)
 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
 QP0348.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QP0348.See file dsdata.pdf to determine how the superseded data were derived.
 QP0348
 QP0348_MARKER: B = BOLT
 QP0348_SETTING: 21 = SET IN CONCRETE IN A CLAY TILE PIPE
 QP0348_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QP0348
 QP0348  HISTORY     - Date     Condition        Report By
 QP0348  HISTORY     - 1898     MONUMENTED       MRC
 QP0348  HISTORY     - 1970     GOOD             NGS
 QP0348
 QP0348                          STATION DESCRIPTION
 QP0348
 QP0348'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 QP0348'2.15 MI NORTHWEST FROM CLEARWATER.  ABOUT 0.9 MILE NORTHEAST ALONG
 QP0348'STATE HIGHWAY 24 FROM THE NORTHEAST END OF THE HIGHWAY BRIDGE OVER THE
 QP0348'MISSISSIPPI RIVER AT CLEARWATER, THENCE 0.2 MILE NORTHWEST ALONG
 QP0348'COUNTY ROAD 8, THENCE 0.75 MILE SOUTHWEST ALONG A PAVED ROAD, THENCE
 QP0348'0.2 MILE NORTH-NORTHEAST ACROSS FARM LOTS, 128 FEET SOUTHWEST OF THE
 QP0348'NORTHEAST CORNER OF A FENCE AROUND A PASTURE, 100 FEET NORTH OF THE
 QP0348'SOUTH FENCE ON THE SOUTH SIDE OF THE PASTURE, 47 FEET SOUTH OF THE
 QP0348'FENCE ON THE NORTH SIDE OF THE PASTURE, 0.7 FOOT WEST OF A METAL POST
 QP0348'WHICH PROJECTS 18 INCHES, AND IS A COPPER BOLT LEADED IN A TILE 4 FEET
 QP0348'UNDERGROUND, ACCESS TO WHICH IS HAD THROUGH A 4-INCH IRON PIPE WHICH
 QP0348'BEARS A MISSISSIPPI RIVER COMMISSION CAP AND WHICH PROJECTS 12 INCHES.
 QP0348'SEC 23, T34N, R30W.  NOTE-THE MARK IS 0.1 MILE NORTH-NORTHEAST OF THE
 QP0348'MOST NORTHERLY BUILDING IN A GROUP OF FARM BUILDINGS.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 QP0349 ***********************************************************************
 QP0349  DESIGNATION -  285/2 CAP
 QP0349  PID         -  QP0349
 QP0349  STATE/COUNTY-  MN/SHERBURNE
 QP0349  COUNTRY     -  US
 QP0349  USGS QUAD   -  CLEARWATER (2019)
 QP0349
 QP0349                         *CURRENT SURVEY CONTROL
 QP0349  ______________________________________________________________________
 QP0349* NAD 83(1986) POSITION- 45 25 32.01   (N) 094 02 41.70   (W)   HD_HELD1
 QP0349* NAVD 88 ORTHO HEIGHT -   292.213 (meters)      958.70  (feet) ADJUSTED
 QP0349  ______________________________________________________________________
 QP0349  GEOID HEIGHT    -        -27.441 (meters)                     GEOID18
 QP0349  DYNAMIC HEIGHT  -        292.200 (meters)      958.66  (feet) COMP
 QP0349  MODELED GRAVITY -    980,563.8   (mgal)                       NAVD 88
 QP0349
 QP0349  VERT ORDER      -  FIRST     CLASS I
 QP0349
 QP0349.The horizontal coordinates were determined by differentially corrected
 QP0349.hand held GPS observations or other comparable positioning techniques
 QP0349.and have an estimated accuracy of +/- 3 meters.
 QP0349
 QP0349.The orthometric height was determined by differential leveling and
 QP0349.adjusted by the NATIONAL GEODETIC SURVEY
 QP0349.in June 1991.
 QP0349
 QP0349.Significant digits in the geoid height do not necessarily reflect accuracy.
 QP0349.GEOID18 height accuracy estimate available here.
 QP0349
 QP0349.Click photographs - Photos may exist for this station.
 QP0349
 QP0349.The dynamic height is computed by dividing the NAVD 88
 QP0349.geopotential number by the normal gravity value computed on the
 QP0349.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QP0349.degrees latitude (g = 980.6199 gals.).
 QP0349
 QP0349.The modeled gravity was interpolated from observed gravity values.
 QP0349
 QP0349;                    North         East    Units  Estimated Accuracy
 QP0349;SPC MN S     -   369,522.6     796,484.6     MT  (+/- 3 meters HH1 GPS) 
 QP0349
 QP0349_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL1825630757(NAD 83)
 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
 QP0349.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QP0349.See file dsdata.pdf to determine how the superseded data were derived.
 QP0349
 QP0349_MARKER: P = PIPE CAP
 QP0349_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 QP0349_MARK LOGO: MRC
 QP0349_PROJECTION: PROJECTING 30 CENTIMETERS
 QP0349_MAGNETIC: P = MARKER IS A STEEL PIPE
 QP0349_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QP0349_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 QP0349+SATELLITE: SATELLITE OBSERVATIONS - November 21, 2011
 QP0349
 QP0349  HISTORY     - Date     Condition        Report By
 QP0349  HISTORY     - 1898     MONUMENTED       MRC
 QP0349  HISTORY     - 1970     GOOD             NGS
 QP0349  HISTORY     - 20080515 GOOD             MNDT
 QP0349  HISTORY     - 20111121 GOOD             MNDT
 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, T34N, R30W.  NOTE-- THE MARK IS
 QP0349'0.1 MILE NORTH-NORTHEAST OF THE MOST NORTHERLY BUILDING IN A GROUP OF
 QP0349'FARM BUILDINGS.
 QP0349
 QP0349                          STATION RECOVERY (2008)
 QP0349
 QP0349'RECOVERY NOTE BY MN DEPT OF TRANSP 2008 (DRB)
 QP0349'2.8 MI (4.5 KM) SOUTH OF CLEAR LAKE, 2.1 MI (3.4 KM) SOUTHWEST ON
 QP0349'TRUNK HIGHWAY 24 FROM THE JUNCTION OF TRUNK HIGHWAY 24 AND TRUNK
 QP0349'HIGHWAY 10 IN CLEAR LAKE, THEN 0.2 MI (0.3 KM) NORTHWEST ON COUNTY
 QP0349'ROAD 8, THEN 0.7 MI (1.1 KM) SOUTHWEST ON 99TH STREET (OLD HIGHWAY 24)
 QP0349'TO RESIDENCE ON THE RIGHT, FIRE NUMBER 5716, 600 FT (182.9 M) WEST OF
 QP0349'99TH STREET, 128 FT (39.0 M) SOUTHWEST OF NORTHEAST PASTURE FENCE
 QP0349'CORNER, 100 FT (30.5 M) NORTH OF SOUTH PASTURE FENCE, 47 FT (14.3 M)
 QP0349'SOUTH OF NORTH PASTURE FENCE, 0.1 MI (0.2 KM) NORTH-NORTHEAST OF NORTH
 QP0349'FARM BUILDING, 2.0 FT (0.6 M) NORTHEAST OF A WITNESS POST.
 QP0349
 QP0349                          STATION RECOVERY (2011)
 QP0349
 QP0349'RECOVERY NOTE BY MN DEPT OF TRANSP 2011 (MAS)
 QP0349'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 QP0039 ***********************************************************************
 QP0039  DESIGNATION -  288/2 BOLT
 QP0039  PID         -  QP0039
 QP0039  STATE/COUNTY-  MN/SHERBURNE
 QP0039  COUNTRY     -  US
 QP0039  USGS QUAD   -  SAINT CLOUD (2019)
 QP0039
 QP0039                         *CURRENT SURVEY CONTROL
 QP0039  ______________________________________________________________________
 QP0039* NAD 83(1986) POSITION- 45 31 22.     (N) 094 08 18.     (W)   SCALED
 QP0039* NAVD 88 ORTHO HEIGHT -   312.573 (meters)     1025.50  (feet) ADJUSTED
 QP0039  ______________________________________________________________________
 QP0039  GEOID HEIGHT    -        -27.161 (meters)                     GEOID18
 QP0039  DYNAMIC HEIGHT  -        312.566 (meters)     1025.48  (feet) COMP
 QP0039  MODELED GRAVITY -    980,582.9   (mgal)                       NAVD 88
 QP0039
 QP0039  VERT ORDER      -  FIRST     CLASS I
 QP0039
 QP0039.The horizontal coordinates were scaled from a map and have
 QP0039.an estimated accuracy of +/- 6 seconds.
 QP0039
 QP0039.The orthometric height was determined by differential leveling and
 QP0039.adjusted by the NATIONAL GEODETIC SURVEY
 QP0039.in June 1991.
 QP0039
 QP0039.Significant digits in the geoid height do not necessarily reflect accuracy.
 QP0039.GEOID18 height accuracy estimate available here.
 QP0039
 QP0039.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL111416(NAD 83)
 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
 QP0039.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QP0039.See file dsdata.pdf to determine how the superseded data were derived.
 QP0039
 QP0039_MARKER: B = BOLT
 QP0039_SETTING: 21 = SET IN CONCRETE IN A CLAY TILE PIPE
 QP0039_PROJECTION: RECESSED 122 CENTIMETERS
 QP0039_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QP0039
 QP0039  HISTORY     - Date     Condition        Report By
 QP0039  HISTORY     - 1898     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, T35N, R31W.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DF8694 ***********************************************************************
 DF8694  DESIGNATION -  29
 DF8694  PID         -  DF8694
 DF8694  STATE/COUNTY-  MN/KANABEC
 DF8694  COUNTRY     -  US
 DF8694  USGS QUAD   -  KROSCHEL (2019)
 DF8694
 DF8694                         *CURRENT SURVEY CONTROL
 DF8694  ______________________________________________________________________
 DF8694* NAD 83(2011) POSITION- 46 01 30.52528(N) 093 05 42.23493(W)   ADJUSTED
 DF8694* NAD 83(2011) ELLIP HT-   302.505 (meters)        (06/27/12)   ADJUSTED
 DF8694* NAD 83(2011) EPOCH   -  2010.00
 DF8694* NAVD 88 ORTHO HEIGHT -   330.2   (meters)     1083.    (feet) GPS OBS
 DF8694  ______________________________________________________________________
 DF8694  NAVD 88 orthometric height was determined with geoid model    GEOID99
 DF8694  GEOID HEIGHT    -        -27.638 (meters)                     GEOID99
 DF8694  GEOID HEIGHT    -        -27.713 (meters)                     GEOID18
 DF8694  NAD 83(2011) X  -   -239,540.142 (meters)                     COMP
 DF8694  NAD 83(2011) Y  - -4,430,047.719 (meters)                     COMP
 DF8694  NAD 83(2011) Z  -  4,567,406.371 (meters)                     COMP
 DF8694  LAPLACE CORR    -          1.84  (seconds)                    DEFLEC18
 DF8694
 DF8694  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DF8694  Standards:
 DF8694         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DF8694            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DF8694  -------------------------------------------------------------------
 DF8694  NETWORK    0.57   0.49           0.26   0.20   0.25     -0.00530370
 DF8694  -------------------------------------------------------------------
 DF8694  Click here for local accuracies and other accuracy information.
 DF8694
 DF8694.The horizontal coordinates were established by GPS observations
 DF8694.and adjusted by the National Geodetic Survey in June 2012.
 DF8694
 DF8694.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DF8694.been affixed to the stable North American tectonic plate. See 
 DF8694.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DF8694
 DF8694.The horizontal coordinates are valid at the epoch date displayed above
 DF8694.which is a decimal equivalence of Year/Month/Day.
 DF8694
 DF8694.The orthometric height was determined by GPS observations and a
 DF8694.high-resolution geoid model.
 DF8694
 DF8694.Significant digits in the geoid height do not necessarily reflect accuracy.
 DF8694.GEOID18 height accuracy estimate available here.
 DF8694
 DF8694.Click photographs - Photos may exist for this station.
 DF8694
 DF8694.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DF8694
 DF8694.The Laplace correction was computed from DEFLEC18 derived deflections.
 DF8694
 DF8694.The ellipsoidal height was determined by GPS observations
 DF8694.and is referenced to NAD 83.
 DF8694
 DF8694. The following values were computed from the NAD 83(2011) position.
 DF8694
 DF8694;                    North         East     Units Scale Factor Converg.
 DF8694;SPC MN C     -   214,592.728   889,415.677   MT  0.99993656   +0 50 07.7
 DF8694;SPC MN C     -   704,042.98  2,918,024.60   sFT  0.99993656   +0 50 07.7
 DF8694;UTM  15      - 5,096,845.774   492,642.212   MT  0.99960067   -0 04 06.3
 DF8694
 DF8694!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF8694!SPC MN C     -   0.99995258  x   0.99993656  =   0.99988914
 DF8694!UTM  15      -   0.99995258  x   0.99960067  =   0.99955327
 DF8694
 DF8694_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL9264296845(NAD 83)
 DF8694
 DF8694                          SUPERSEDED SURVEY CONTROL
 DF8694
 DF8694  NAD 83(2007)-  46 01 30.52538(N)    093 05 42.23565(W) AD(2002.00) 0
 DF8694  ELLIP H (02/10/07)  302.534  (m)                       GP(2002.00)    
 DF8694  NAD 83(1996)-  46 01 30.52524(N)    093 05 42.23503(W) AD(       ) 1
 DF8694  ELLIP H (10/22/03)  302.576  (m)                       GP(       ) 3 2
 DF8694
 DF8694.Superseded values are not recommended for survey control.
 DF8694
 DF8694.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF8694.See file dsdata.pdf to determine how the superseded data were derived.
 DF8694
 DF8694_MARKER: DD = SURVEY DISK
 DF8694_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF8694_STAMPING: 29
 DF8694_MARK LOGO: MN-065
 DF8694_PROJECTION: FLUSH
 DF8694_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DF8694_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DF8694+STABILITY: SURFACE MOTION
 DF8694_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DF8694+SATELLITE: SATELLITE OBSERVATIONS - June 14, 2017
 DF8694
 DF8694  HISTORY     - Date     Condition        Report By
 DF8694  HISTORY     - 2001     MONUMENTED       MN-065
 DF8694  HISTORY     - 20170614 GOOD             MNDT
 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.
 DF8694
 DF8694                          STATION RECOVERY (2017)
 DF8694
 DF8694'RECOVERY NOTE BY MN DEPT OF TRANSP 2017 (MAS)
 DF8694'10.9 MI (17.5 KM) NORTH OF MORA ALONG TRUNK HIGHWAY 65 FROM THE
 DF8694'JUNCTION OF TRUNK HIGHWAY 65 AND TRUNK HIGHWAY 23 IN MORA, AT TRUNK
 DF8694'HIGHWAY 65 MILE POINT 77.80, THEN 9.25 MI (14.88 KM) EAST ON COUNTY
 DF8694'ROAD 3 (300TH AVENUE) TO COUNTY ROAD 20 (UNIFORM STREET), 336.0 FT
 DF8694'(102.4 M) EAST OF UNIFORM STREET, 57.0 FT (17.4 M) NORTH OF COUNTY
 DF8694'ROAD 3 (300TH AVENUE), 2.0 FT (0.6 M) SOUTH OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 QO0093 ***********************************************************************
 QO0093  DESIGNATION -  29 CAP RESET
 QO0093  PID         -  QO0093
 QO0093  STATE/COUNTY-  MN/CHISAGO
 QO0093  COUNTRY     -  US
 QO0093  USGS QUAD   -  FOREST LAKE (2019)
 QO0093
 QO0093                         *CURRENT SURVEY CONTROL
 QO0093  ______________________________________________________________________
 QO0093* NAD 83(1986) POSITION- 45 20 24.6    (N) 092 59 52.8    (W)   HD_HELD2
 QO0093* NAVD 88 ORTHO HEIGHT -   272.686 (meters)      894.64  (feet) ADJUSTED
 QO0093  ______________________________________________________________________
 QO0093  GEOID HEIGHT    -        -27.793 (meters)                     GEOID18
 QO0093  DYNAMIC HEIGHT  -        272.681 (meters)      894.62  (feet) COMP
 QO0093  MODELED GRAVITY -    980,587.7   (mgal)                       NAVD 88
 QO0093
 QO0093  VERT ORDER      -  SECOND    CLASS I
 QO0093
 QO0093.The horizontal coordinates were established by autonomous hand held GPS
 QO0093.observations and have an estimated accuracy of +/- 10 meters.
 QO0093
 QO0093.The orthometric height was determined by differential leveling and
 QO0093.adjusted by the NATIONAL GEODETIC SURVEY
 QO0093.in August 2013.
 QO0093
 QO0093.No vertical observational check was made to the station.
 QO0093
 QO0093.Significant digits in the geoid height do not necessarily reflect accuracy.
 QO0093.GEOID18 height accuracy estimate available here.
 QO0093
 QO0093.Click photographs - Photos may exist for this station.
 QO0093
 QO0093.The dynamic height is computed by dividing the NAVD 88
 QO0093.geopotential number by the normal gravity value computed on the
 QO0093.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QO0093.degrees latitude (g = 980.6199 gals.).
 QO0093
 QO0093.The modeled gravity was interpolated from observed gravity values.
 QO0093
 QO0093;                    North         East    Units  Estimated Accuracy
 QO0093;SPC MN C     -   138,585.      898,133.      MT  (+/- 10 meters HH2 GPS)
 QO0093
 QO0093_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWL0015620739(NAD 83)
 QO0093
 QO0093                          SUPERSEDED SURVEY CONTROL
 QO0093
 QO0093  NAVD 88 (06/15/91)  272.675  (m)          894.60   (f) SUPERSEDED  2 0
 QO0093
 QO0093.Superseded values are not recommended for survey control.
 QO0093
 QO0093.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QO0093.See file dsdata.pdf to determine how the superseded data were derived.
 QO0093
 QO0093_MARKER: P = PIPE CAP
 QO0093_SETTING: 21 = SET IN CONCRETE IN A CLAY TILE PIPE
 QO0093_STAMPING: MISSISSIPPI RIVER COM US PBM 1891
 QO0093_MARK LOGO: MRC
 QO0093_MAGNETIC: P = MARKER IS A STEEL PIPE
 QO0093_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QO0093_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 QO0093+SATELLITE: SATELLITE OBSERVATIONS - November 03, 2011
 QO0093
 QO0093  HISTORY     - Date     Condition        Report By
 QO0093  HISTORY     - 19480401 MONUMENTED       USACE
 QO0093  HISTORY     - 1966     GOOD             MNDT
 QO0093  HISTORY     - 1966     GOOD             MNDT
 QO0093  HISTORY     - 20070611 GOOD             MNDT
 QO0093  HISTORY     - 20081021 GOOD             MNDT
 QO0093  HISTORY     - 20111103 GOOD             MNDT
 QO0093
 QO0093                          STATION DESCRIPTION
 QO0093
 QO0093'DESCRIBED BY MN DEPT OF TRANSP 1966
 QO0093'IN WYOMING.
 QO0093'AT WYOMING, CHISAGO COUNTY, 0.2 MILE NORTH ALONG THE NORTHERN PACIFIC
 QO0093'RAILWAY FROM THE STATION, 140 FEET EAST OF THE INTERSECTION OF FOURTH
 QO0093'STREET AND U.S. HIGHWAY 61, 27.0 FEET NORTH OF THE CENTERLINE OF
 QO0093'FOURTH STREET, 239 FEET EAST OF THE TRACK, 170 FEET EAST OF THE
 QO0093'SOUTHEAST CORNER SECTION 8, T 33N, R21W, AND PIPE PROJECTING 0.8 FOOT.
 QO0093'(THE TOP OF A COPPER BOLT LEADED IN A TILE ABOUT 3.5 FEET
 QO0093'UNDERGROUND,) ACCESS TO WHICH IS HAD THROUGH A 4 INCH IRON PIPE
 QO0093'BEARING A MISSISSIPPI RIVER COMMISSION STANDARD CAP, STAMPED RESET
 QO0093'1948.
 QO0093
 QO0093                          STATION RECOVERY (1966)
 QO0093
 QO0093'RECOVERY NOTE BY MN DEPT OF TRANSP 1966
 QO0093'AT WYOMING, CHISAGO COUNTY, 0.2 MILE NORTH ALONG THE NORTHERN PACIFIC
 QO0093'RAILWAY FROM THE STATION, 140 FEET EAST OF THE INTERSECTION OF FOURTH
 QO0093'STREET AND U.S. HIGHWAY 61, 27.0 FEET NORTH OF THE CENTERLINE OF
 QO0093'FOURTH STREET, 239 FEET EAST OF THE TRACK, 170 FEET EAST OF THE
 QO0093'SOUTHEAST CORNER SECTION 8, T 33 N, R 21 W, AND PIPE PROJECTING 0.8
 QO0093'FOOT. THE TOP OF A COPPER BOLT LEADED IN A TILE ABOUT 3.5 FEET
 QO0093'UNDERGROUND, ACCESS TO WHICH IS HAD THROUGH A 4 INCH IRON PIPE
 QO0093'BEARING A MISSISSIPPI RIVER COMMISSION STANDARD CAP, STAMPED RESET
 QO0093'1948. NOTE: THIS BENCH MARK WAS ESTABLISHED AND ITS ELEVATION
 QO0093'DETERMINED BY CORPS OF ENGINEER U.S. ARMY FIELD PARTY IN JULY 1948.
 QO0093
 QO0093                          STATION RECOVERY (2007)
 QO0093
 QO0093'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (BLB)
 QO0093'AT WYOMING, 0.2 MILES NORTH ALONG COUNTY ROAD 30 FROM JUNCTION OF
 QO0093'COUNTY ROAD 30 AND TRUNK HIGHWAY 61 IN WYOMING, 135 FEET EAST OF TRUNK
 QO0093'HIGHWAY 61, 32 FEET NORTH OF 270TH STREET, 24.5 FEET WEST OF POLE
 QO0093'6404.
 QO0093
 QO0093                          STATION RECOVERY (2008)
 QO0093
 QO0093'RECOVERY NOTE BY MN DEPT OF TRANSP 2008 (VWC)
 QO0093'RECOVERED AS DESCRIBED.
 QO0093
 QO0093                          STATION RECOVERY (2011)
 QO0093
 QO0093'RECOVERY NOTE BY MN DEPT OF TRANSP 2011 (BJB)
 QO0093'THE STATION IS LOCATED ABOUT 9.1 KM (5.7 MI) EAST-SOUTHEAST OF
 QO0093'LINWOOD, 6.9 KM (4.3 MI) NORTH OF FOREST LAKE AND 6.5 KM (4.0 MI)
 QO0093'SOUTH OF STACY.
 QO0093'
 QO0093'IN WYOMING, 0.2 MI (0.3 KM) NORTH ALONG COUNTY ROAD 30 FROM THE
 QO0093'JUNCTION OF COUNTY ROAD 30 AND TRUNK HIGHWAY 61 IN WYOMING, 135.0 FT
 QO0093'(41.1 M) EAST OF TRUNK HIGHWAY 61.
 QO0093'
 QO0093'THE STATION IS FOUND 32.0 FT (9.8 M) NORTH OF 270TH STREET AND 24.5 FT
 QO0093'(7.5 M) WEST OF POLE NUMBER 6404.
 QO0093'
 QO0093'NOTE-THIS MARK WAS RESET USING THE SALVAGED MATERIALS FROM THE 1891
 QO0093'MARK PBM 29 A CAP.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 SK0702 ***********************************************************************
 SK0702  DESIGNATION -  29 CER
 SK0702  PID         -  SK0702
 SK0702  STATE/COUNTY-  MN/CLEARWATER
 SK0702  COUNTRY     -  US
 SK0702  USGS QUAD   -  GONVICK (2019)
 SK0702
 SK0702                         *CURRENT SURVEY CONTROL
 SK0702  ______________________________________________________________________
 SK0702* NAD 83(2011) POSITION- 47 44 20.12601(N) 095 31 20.57722(W)   ADJUSTED
 SK0702* NAD 83(2011) ELLIP HT-   364.012 (meters)        (06/27/12)   ADJUSTED
 SK0702* NAD 83(2011) EPOCH   -  2010.00
 SK0702* NAVD 88 ORTHO HEIGHT -   391.520 (meters)     1284.51  (feet) ADJUSTED
 SK0702  ______________________________________________________________________
 SK0702  GEOID HEIGHT    -        -27.508 (meters)                     GEOID18
 SK0702  NAD 83(2011) X  -   -413,567.276 (meters)                     COMP
 SK0702  NAD 83(2011) Y  - -4,277,544.610 (meters)                     COMP
 SK0702  NAD 83(2011) Z  -  4,697,672.810 (meters)                     COMP
 SK0702  LAPLACE CORR    -         -4.18  (seconds)                    DEFLEC18
 SK0702  DYNAMIC HEIGHT  -        391.578 (meters)     1284.70  (feet) COMP
 SK0702  MODELED GRAVITY -    980,750.5   (mgal)                       NAVD 88
 SK0702
 SK0702  VERT ORDER      -  SECOND    CLASS I
 SK0702
 SK0702  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 SK0702  Standards:
 SK0702         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 SK0702            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 SK0702  -------------------------------------------------------------------
 SK0702  NETWORK    0.28   0.47           0.13   0.09   0.24      0.02950399
 SK0702  -------------------------------------------------------------------
 SK0702  Click here for local accuracies and other accuracy information.
 SK0702
 SK0702.The horizontal coordinates were established by GPS observations
 SK0702.and adjusted by the National Geodetic Survey in June 2012.
 SK0702
 SK0702.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 SK0702.been affixed to the stable North American tectonic plate. See 
 SK0702.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 SK0702
 SK0702.The horizontal coordinates are valid at the epoch date displayed above
 SK0702.which is a decimal equivalence of Year/Month/Day.
 SK0702
 SK0702.The orthometric height was determined by differential leveling and
 SK0702.adjusted by the NATIONAL GEODETIC SURVEY
 SK0702.in August 2019.
 SK0702
 SK0702.Significant digits in the geoid height do not necessarily reflect accuracy.
 SK0702.GEOID18 height accuracy estimate available here.
 SK0702
 SK0702.Click photographs - Photos may exist for this station.
 SK0702
 SK0702.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 SK0702
 SK0702.The Laplace correction was computed from DEFLEC18 derived deflections.
 SK0702
 SK0702.The ellipsoidal height was determined by GPS observations
 SK0702.and is referenced to NAD 83.
 SK0702
 SK0702.The dynamic height is computed by dividing the NAVD 88
 SK0702.geopotential number by the normal gravity value computed on the
 SK0702.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SK0702.degrees latitude (g = 980.6199 gals.).
 SK0702
 SK0702.The modeled gravity was interpolated from observed gravity values.
 SK0702
 SK0702. The following values were computed from the NAD 83(2011) position.
 SK0702
 SK0702;                    North         East     Units Scale Factor Converg.
 SK0702;SPC MN N     -   240,581.250   618,365.803   MT  0.99990423   -1 47 43.9
 SK0702;SPC MN N     -   789,306.98  2,028,755.14   sFT  0.99990423   -1 47 43.9
 SK0702;UTM  15      - 5,290,364.901   310,900.000   MT  1.00003944   -1 52 02.4
 SK0702
 SK0702!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SK0702!SPC MN N     -   0.99994295  x   0.99990423  =   0.99984718
 SK0702!UTM  15      -   0.99994295  x   1.00003944  =   0.99998239
 SK0702
 SK0702_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUN1090090364(NAD 83)
 SK0702
 SK0702                          SUPERSEDED SURVEY CONTROL
 SK0702
 SK0702  NAD 83(2007)-  47 44 20.12587(N)    095 31 20.57813(W) AD(2002.00) 0
 SK0702  ELLIP H (02/10/07)  364.058  (m)                       GP(2002.00)    
 SK0702  NAD 83(1996)-  47 44 20.12589(N)    095 31 20.57800(W) AD(       ) 1
 SK0702  ELLIP H (08/20/03)  364.061  (m)                       GP(       ) 3 2
 SK0702  NAVD 88             391.52   (m)         1284.5    (f) LEVELING    3  
 SK0702  NAVD 88 (06/15/91)  391.521  (m)         1284.52   (f) SUPERSEDED  2 0
 SK0702
 SK0702.Superseded values are not recommended for survey control.
 SK0702
 SK0702.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SK0702.See file dsdata.pdf to determine how the superseded data were derived.
 SK0702
 SK0702_MARKER: DD = SURVEY DISK
 SK0702_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 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 - May 03, 2017
 SK0702_ROD/PIPE-DEPTH: 4.6 meters
 SK0702
 SK0702  HISTORY     - Date     Condition        Report By
 SK0702  HISTORY     - 1967     MONUMENTED       USGS
 SK0702  HISTORY     - 20020827 GOOD             MNDT
 SK0702  HISTORY     - 20061206 GOOD             MNDT
 SK0702  HISTORY     - 20140701 GOOD             MNDT
 SK0702  HISTORY     - 20170503 GOOD             MNDT
 SK0702
 SK0702                          STATION DESCRIPTION
 SK0702
 SK0702'DESCRIBED BY US GEOLOGICAL SURVEY 1967
 SK0702'0.6 KM (0.40 MI) WEST FROM GONVICK.
 SK0702'GONVICK, CLEARWATER CO., 0.25 MI WEST OF, T. 149 N., R. 38 W., NEAR
 SK0702'THE CENTER OF THE EAST HALF OF SECTION 9, 174 FT SW., 23 FT NW. AND
 SK0702'4.0 FT HIGHER THAN T-RD. SW., 1 FT NW. OF A FENCE, ON TOP OF A
 SK0702'COPPER-CLAD STEEL ROD DRIVEN TO A DEPTH OF 15 FEET, A STANDARD TABLET
 SK0702'STAMPED 29 CER 1967.
 SK0702
 SK0702                          STATION RECOVERY (2002)
 SK0702
 SK0702'RECOVERY NOTE BY MN DEPT OF TRANSP 2002 (DKH)
 SK0702'THE MARK WAS RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.
 SK0702'THE MARK IS 0.25 MI (0.40 KM) WEST OF GONVICK, 0.3 MI (0.5 KM) NW
 SK0702'ALONG TH 92 FROM JCT OF TH 92 AND CO RD 7 IN GONVICK, AT TH 92 MP
 SK0702'39.05, 156 FT (47.5 M) SW OF TH 92, 23 FT (7.0 M) NW OF RD, 2.1 FT
 SK0702'(0.6 M) NW OF WIT POST, 1 FT (0.3 M) NW OF FENCE, RECESSED 2 INCHES,
 SK0702'MAGNETIC, AND SUITABLE FOR GPS.  ROD DEPTH IS 15 FT.
 SK0702
 SK0702                          STATION RECOVERY (2006)
 SK0702
 SK0702'RECOVERY NOTE BY MN DEPT OF TRANSP 2006 (MPP)
 SK0702'0.25 MILE WEST OF GONVICK, 0.3 MILE NORTHWEST ALONG TRUNK HIGHWAY 92
 SK0702'FROM JUNCTION OF TRUNK HIGHWAY 92 AND COUNTY ROAD 7 IN GONVICK, AT
 SK0702'TRUNK HIGHWAY 92 MILEPOINT 39.05, 156 FEET SOUTHWEST OF TRUNK HIGHWAY
 SK0702'92, 23 FEET NORTHWEST OF 506TH STREET, 2.1 FEET NORTHWEST OF WITNESS
 SK0702'POST, 1.0 FEET NORTHWEST OF FENCE.
 SK0702
 SK0702                          STATION RECOVERY (2014)
 SK0702
 SK0702'RECOVERY NOTE BY MN DEPT OF TRANSP 2014 (MAS)
 SK0702'RECOVERED AS DESCRIBED.
 SK0702
 SK0702                          STATION RECOVERY (2017)
 SK0702
 SK0702'RECOVERY NOTE BY MN DEPT OF TRANSP 2017 (CLW)
 SK0702'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DM8095 ***********************************************************************
 DM8095  HT_MOD      -  This is a Height Modernization Survey Station.
 DM8095  DESIGNATION -  29 DLS
 DM8095  PID         -  DM8095
 DM8095  STATE/COUNTY-  MN/ITASCA
 DM8095  COUNTRY     -  US
 DM8095  USGS QUAD   -  BOWSTRING LAKE (2019)
 DM8095
 DM8095                         *CURRENT SURVEY CONTROL
 DM8095  ______________________________________________________________________
 DM8095* NAD 83(2011) POSITION- 47 34 18.81880(N) 093 59 17.30181(W)   ADJUSTED
 DM8095* NAD 83(2011) ELLIP HT-   383.124 (meters)        (06/27/12)   ADJUSTED
 DM8095* NAD 83(2011) EPOCH   -  2010.00
 DM8095* NAVD 88 ORTHO HEIGHT -   411.82  (meters)     1351.1   (feet) GPS OBS
 DM8095  ______________________________________________________________________
 DM8095  NAVD 88 orthometric height was determined with geoid model    GEOID09
 DM8095  GEOID HEIGHT    -        -28.671 (meters)                     GEOID09
 DM8095  GEOID HEIGHT    -        -28.706 (meters)                     GEOID18
 DM8095  NAD 83(2011) X  -   -299,845.934 (meters)                     COMP
 DM8095  NAD 83(2011) Y  - -4,300,790.473 (meters)                     COMP
 DM8095  NAD 83(2011) Z  -  4,685,177.022 (meters)                     COMP
 DM8095  LAPLACE CORR    -         -2.66  (seconds)                    DEFLEC18
 DM8095
 DM8095  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DM8095  Standards:
 DM8095         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DM8095            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DM8095  -------------------------------------------------------------------
 DM8095  NETWORK    0.56   0.88           0.26   0.19   0.45     -0.02182852
 DM8095  -------------------------------------------------------------------
 DM8095  Click here for local accuracies and other accuracy information.
 DM8095
 DM8095.The horizontal coordinates were established by GPS observations
 DM8095.and adjusted by the National Geodetic Survey in June 2012.
 DM8095
 DM8095.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DM8095.been affixed to the stable North American tectonic plate. See 
 DM8095.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DM8095
 DM8095.The horizontal coordinates are valid at the epoch date displayed above
 DM8095.which is a decimal equivalence of Year/Month/Day.
 DM8095
 DM8095.The orthometric height was determined by GPS observations and a
 DM8095.high-resolution geoid model using precise GPS observation and
 DM8095.processing techniques.
 DM8095
 DM8095.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM8095.GEOID18 height accuracy estimate available here.
 DM8095
 DM8095.Click photographs - Photos may exist for this station.
 DM8095
 DM8095.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DM8095
 DM8095.The Laplace correction was computed from DEFLEC18 derived deflections.
 DM8095
 DM8095.The ellipsoidal height was determined by GPS observations
 DM8095.and is referenced to NAD 83.
 DM8095
 DM8095. The following values were computed from the NAD 83(2011) position.
 DM8095
 DM8095;                    North         East     Units Scale Factor Converg.
 DM8095;SPC MN N     -   219,549.605   733,183.075   MT  0.99991334   -0 39 29.9
 DM8095;SPC MN N     -   720,305.66  2,405,451.47   sFT  0.99991334   -0 39 29.9
 DM8095;UTM  15      - 5,269,192.870   425,681.813   MT  0.99966787   -0 43 45.9
 DM8095
 DM8095!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DM8095!SPC MN N     -   0.99993995  x   0.99991334  =   0.99985330
 DM8095!UTM  15      -   0.99993995  x   0.99966787  =   0.99960784
 DM8095
 DM8095_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVN2568169192(NAD 83)
 DM8095
 DM8095                          SUPERSEDED SURVEY CONTROL
 DM8095
 DM8095  NAD 83(2007)-  47 34 18.81880(N)    093 59 17.30246(W) AD(2002.00) 1
 DM8095  ELLIP H (06/13/11)  383.151  (m)                       GP(2002.00) 4 1
 DM8095
 DM8095.Superseded values are not recommended for survey control.
 DM8095
 DM8095.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DM8095.See file dsdata.pdf to determine how the superseded data were derived.
 DM8095
 DM8095_MARKER: DD = SURVEY DISK
 DM8095_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DM8095_STAMPING: 29 DLS 1969
 DM8095_MARK LOGO: USGS
 DM8095_PROJECTION: FLUSH
 DM8095_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DM8095_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DM8095+STABILITY: SURFACE MOTION
 DM8095_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DM8095+SATELLITE: SATELLITE OBSERVATIONS - July 22, 2008
 DM8095
 DM8095  HISTORY     - Date     Condition        Report By
 DM8095  HISTORY     - 19690401 MONUMENTED       USGS
 DM8095  HISTORY     - 20080722 GOOD             MNDT
 DM8095
 DM8095                          STATION DESCRIPTION
 DM8095
 DM8095'DESCRIBED BY MN DEPT OF TRANSP 2008 (GC)
 DM8095'THE MARK WAS RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.
 DM8095'THE MARK IS 1.0 MILE NORTH OF INGER, 64 FEET NORTH AND 87 FEET EAST OF
 DM8095'TEE-ROAD EAST, 47 FEET NORTHEAST OF POWER POLE, 14 FEET SOUTH OF BIRCH
 DM8095'TREE CLUMP, 2.0 FEET NORTH OF WITNESS POST.  FROM DEER RIVER GO
 DM8095'NORTHWEST ON TRUNK HIGHWAY 46 THEN NORTHEAST ON COUNTY ROAD 35.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DH3131 ***********************************************************************
 DH3131  DESIGNATION -  29 DWB
 DH3131  PID         -  DH3131
 DH3131  STATE/COUNTY-  MN/PIPESTONE
 DH3131  COUNTRY     -  US
 DH3131  USGS QUAD   -  ELKTON SW (2019)
 DH3131
 DH3131                         *CURRENT SURVEY CONTROL
 DH3131  ______________________________________________________________________
 DH3131* NAD 83(2011) POSITION- 44 06 39.60059(N) 096 26 48.56351(W)   ADJUSTED
 DH3131* NAD 83(2011) ELLIP HT-   492.429 (meters)        (06/27/12)   ADJUSTED
 DH3131* NAD 83(2011) EPOCH   -  2010.00
 DH3131* NAVD 88 ORTHO HEIGHT -   518.4   (meters)     1701.    (feet) GPS OBS
 DH3131  ______________________________________________________________________
 DH3131  NAVD 88 orthometric height was determined with geoid model    GEOID03
 DH3131  GEOID HEIGHT    -        -25.882 (meters)                     GEOID03
 DH3131  GEOID HEIGHT    -        -25.950 (meters)                     GEOID18
 DH3131  NAD 83(2011) X  -   -515,061.527 (meters)                     COMP
 DH3131  NAD 83(2011) Y  - -4,558,246.159 (meters)                     COMP
 DH3131  NAD 83(2011) Z  -  4,417,298.111 (meters)                     COMP
 DH3131  LAPLACE CORR    -         -0.73  (seconds)                    DEFLEC18
 DH3131
 DH3131  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DH3131  Standards:
 DH3131         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DH3131            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DH3131  -------------------------------------------------------------------
 DH3131  NETWORK    0.52   0.84           0.24   0.17   0.43      0.11866409
 DH3131  -------------------------------------------------------------------
 DH3131  Click here for local accuracies and other accuracy information.
 DH3131
 DH3131.The horizontal coordinates were established by GPS observations
 DH3131.and adjusted by the National Geodetic Survey in June 2012.
 DH3131
 DH3131.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DH3131.been affixed to the stable North American tectonic plate. See 
 DH3131.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DH3131
 DH3131.The horizontal coordinates are valid at the epoch date displayed above
 DH3131.which is a decimal equivalence of Year/Month/Day.
 DH3131
 DH3131.The orthometric height was determined by GPS observations and a
 DH3131.high-resolution geoid model.
 DH3131
 DH3131.Significant digits in the geoid height do not necessarily reflect accuracy.
 DH3131.GEOID18 height accuracy estimate available here.
 DH3131
 DH3131.Click photographs - Photos may exist for this station.
 DH3131
 DH3131.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH3131
 DH3131.The Laplace correction was computed from DEFLEC18 derived deflections.
 DH3131
 DH3131.The ellipsoidal height was determined by GPS observations
 DH3131.and is referenced to NAD 83.
 DH3131
 DH3131. The following values were computed from the NAD 83(2011) position.
 DH3131
 DH3131;                    North         East     Units Scale Factor Converg.
 DH3131;SPC MN S     -   226,376.374   604,155.872   MT  0.99994513   -1 42 54.2
 DH3131;SPC MN S     -   742,703.15  1,982,134.72   sFT  0.99994513   -1 42 54.2
 DH3131;UTM  14      - 4,887,371.251   704,318.863   MT  1.00011346   +1 46 39.9
 DH3131
 DH3131!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH3131!SPC MN S     -   0.99992279  x   0.99994513  =   0.99986793
 DH3131!UTM  14      -   0.99992279  x   1.00011346  =   1.00003624
 DH3131
 DH3131_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQP0431887371(NAD 83)
 DH3131
 DH3131                          SUPERSEDED SURVEY CONTROL
 DH3131
 DH3131  NAD 83(2007)-  44 06 39.60052(N)    096 26 48.56449(W) AD(2002.00) 0
 DH3131  ELLIP H (02/10/07)  492.461  (m)                       GP(2002.00)    
 DH3131  NAD 83(1996)-  44 06 39.59997(N)    096 26 48.56390(W) AD(       ) 1
 DH3131  ELLIP H (04/27/05)  492.491  (m)                       GP(       ) 3 2
 DH3131
 DH3131.Superseded values are not recommended for survey control.
 DH3131
 DH3131.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH3131.See file dsdata.pdf to determine how the superseded data were derived.
 DH3131
 DH3131_MARKER: DD = SURVEY DISK
 DH3131_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH3131_STAMPING: 29 DWB 1965
 DH3131_MARK LOGO: USGS
 DH3131_PROJECTION: FLUSH
 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 - October 22, 2019
 DH3131
 DH3131  HISTORY     - Date     Condition        Report By
 DH3131  HISTORY     - 1965     MONUMENTED       USGS
 DH3131  HISTORY     - 20040623 GOOD             MNDT
 DH3131  HISTORY     - 20191022 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.
 DH3131
 DH3131                          STATION RECOVERY (2019)
 DH3131
 DH3131'RECOVERY NOTE BY MN DEPT OF TRANSP 2019 (MPP)
 DH3131'10.0 MI (16.1 KM) NORTHWEST OF PIPESTONE, 0.25 MI (0.40 KM) EAST OF
 DH3131'THE STATE LINE, 7.4 MI (11.9 KM) NORTH ALONG TRUNK HIGHWAY 75 FROM THE
 DH3131'NORTH JUNCTION OF TRUNK HIGHWAY 75 AND TRUNK HIGHWAY 23 IN PIPESTONE
 DH3131'TO TRUNK HIGHWAY 75 MILE POINT 44.0, THEN 6.9 MI (11.1 KM) WEST ON
 DH3131'COUNTY ROAD 8, 384.0 FT (117.0 M) EAST OF 10TH AVENUE, 36.0 FT (11.0
 DH3131'M) SOUTH OF COUNTY ROAD 8 (181ST STREET), 135.3 FT (41.2 M) WEST OF
 DH3131'THE NORTH POLE (NUMBER 159) OF THREE, 1.0 FT (0.3 M) NORTH OF A FENCE
 DH3131'LINE, 1.0 FT (0.3 M) NORTH OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 PP1989 ***********************************************************************
 PP1989  DESIGNATION -  29 ES
 PP1989  PID         -  PP1989
 PP1989  STATE/COUNTY-  MN/CARVER
 PP1989  COUNTRY     -  US
 PP1989  USGS QUAD   -  SHAKOPEE (2019)
 PP1989
 PP1989                         *CURRENT SURVEY CONTROL
 PP1989  ______________________________________________________________________
 PP1989* NAD 83(1986) POSITION- 44 52 13.99   (N) 093 35 36.40   (W)   HD_HELD1
 PP1989* NAVD 88 ORTHO HEIGHT -   293.226 (meters)      962.03  (feet) ADJUSTED
 PP1989  ______________________________________________________________________
 PP1989  GEOID HEIGHT    -        -26.771 (meters)                     GEOID18
 PP1989  DYNAMIC HEIGHT  -        293.222 (meters)      962.01  (feet) COMP
 PP1989  MODELED GRAVITY -    980,592.7   (mgal)                       NAVD 88
 PP1989
 PP1989  VERT ORDER      -  SECOND    CLASS I
 PP1989
 PP1989.The horizontal coordinates were determined by differentially corrected
 PP1989.hand held GPS observations or other comparable positioning techniques
 PP1989.and have an estimated accuracy of +/- 3 meters.
 PP1989
 PP1989.The orthometric height was determined by differential leveling and
 PP1989.adjusted by the NATIONAL GEODETIC SURVEY
 PP1989.in November 1999.
 PP1989
 PP1989.Significant digits in the geoid height do not necessarily reflect accuracy.
 PP1989.GEOID18 height accuracy estimate available here.
 PP1989
 PP1989.Click photographs - Photos may exist for this station.
 PP1989
 PP1989.The dynamic height is computed by dividing the NAVD 88
 PP1989.geopotential number by the normal gravity value computed on the
 PP1989.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP1989.degrees latitude (g = 980.6199 gals.).
 PP1989
 PP1989.The modeled gravity was interpolated from observed gravity values.
 PP1989
 PP1989;                    North         East    Units  Estimated Accuracy
 PP1989;SPC MN S     -   307,921.8     832,125.7     MT  (+/- 3 meters HH1 GPS) 
 PP1989
 PP1989_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK5312268741(NAD 83)
 PP1989
 PP1989                          SUPERSEDED SURVEY CONTROL
 PP1989
 PP1989  NAVD 88 (06/15/91)  293.089  (m)          961.58   (f) SUPERSEDED  2 0
 PP1989  NGVD 29 (??/??/92)  293.035  (m)          961.40   (f) ADJ UNCH    2 0
 PP1989
 PP1989.Superseded values are not recommended for survey control.
 PP1989
 PP1989.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PP1989.See file dsdata.pdf to determine how the superseded data were derived.
 PP1989
 PP1989_MARKER: DB = BENCH MARK DISK
 PP1989_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PP1989_STAMPING: 29 ES 1955
 PP1989_MARK LOGO: USGS
 PP1989_PROJECTION: RECESSED 10 CENTIMETERS
 PP1989_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 PP1989_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PP1989+STABILITY: SURFACE MOTION
 PP1989_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 PP1989+SATELLITE: SATELLITE OBSERVATIONS - November 17, 2025
 PP1989
 PP1989  HISTORY     - Date     Condition        Report By
 PP1989  HISTORY     - 19550401 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  HISTORY     - 20131001 GOOD             MNDT
 PP1989  HISTORY     - 20251117 GOOD             MNDT
 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.
 PP1989
 PP1989                          STATION RECOVERY (2013)
 PP1989
 PP1989'RECOVERY NOTE BY MN DEPT OF TRANSP 2013 (KMS)
 PP1989'IN CHANHASSEN, 0.6 MI (1.0 KM) NORTH ALONG TRUNK HIGHWAY 41  FROM THE
 PP1989'JUNCTION OF TRUNK HIGHWAY 41 AND TRUNK HIGHWAY 5, AT TRUNK HIGHWAY 41
 PP1989'MILE POINT 7.7, 93.9 FT (28.6 M) SOUTHWEST OF DRIVEWAY NUMBER 7325,
 PP1989'67.8 FT (20.7 M) SOUTHEAST OF TRUNK HIGHWAY 41, 25.0 FT (7.6 M)
 PP1989'SOUTHWEST OF WEST END CULVERT UNDER DRIVEWAY NUMBER 7331, 1.0 FT (0.3
 PP1989'M) SOUTHWEST OF A WITNESS POST.
 PP1989
 PP1989                          STATION RECOVERY (2025)
 PP1989
 PP1989'RECOVERY NOTE BY MN DEPT OF TRANSP 2025 (KMS)
 PP1989'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DO5270 ***********************************************************************
 DO5270  DESIGNATION -  29 GAF RESET
 DO5270  PID         -  DO5270
 DO5270  STATE/COUNTY-  MN/CARVER
 DO5270  COUNTRY     -  US
 DO5270  USGS QUAD   -  WACONIA (2019)
 DO5270
 DO5270                         *CURRENT SURVEY CONTROL
 DO5270  ______________________________________________________________________
 DO5270* NAD 83(1986) POSITION- 44 52 25.     (N) 093 45 28.     (W)   SCALED
 DO5270* NAVD 88 ORTHO HEIGHT -   298.846 (meters)      980.46  (feet) ADJUSTED
 DO5270  ______________________________________________________________________
 DO5270  GEOID HEIGHT    -        -27.131 (meters)                     GEOID18
 DO5270  DYNAMIC HEIGHT  -        298.831 (meters)      980.41  (feet) COMP
 DO5270  MODELED GRAVITY -    980,557.6   (mgal)                       NAVD 88
 DO5270
 DO5270  VERT ORDER      -  SECOND    CLASS I
 DO5270
 DO5270.The horizontal coordinates were scaled from a map and have
 DO5270.an estimated accuracy of +/- 6 seconds.
 DO5270
 DO5270.The orthometric height was determined by differential leveling and
 DO5270.adjusted by the NATIONAL GEODETIC SURVEY
 DO5270.in May 2020.
 DO5270
 DO5270.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO5270.GEOID18 height accuracy estimate available here.
 DO5270
 DO5270.Click photographs - Photos may exist for this station.
 DO5270
 DO5270.The dynamic height is computed by dividing the NAVD 88
 DO5270.geopotential number by the normal gravity value computed on the
 DO5270.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO5270.degrees latitude (g = 980.6199 gals.).
 DO5270
 DO5270.The modeled gravity was interpolated from observed gravity values.
 DO5270
 DO5270;                    North         East    Units  Estimated Accuracy
 DO5270;SPC MN S     -   308,210.      819,140.      MT  (+/- 180 meters Scaled)
 DO5270
 DO5270_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK401691(NAD 83)
 DO5270
 DO5270                          SUPERSEDED SURVEY CONTROL
 DO5270
 DO5270  NAVD 88 (08/01/13)  298.858  (m)          980.50   (f) SUPERSEDED  2 1
 DO5270
 DO5270.Superseded values are not recommended for survey control.
 DO5270
 DO5270.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DO5270.See file dsdata.pdf to determine how the superseded data were derived.
 DO5270
 DO5270_MARKER: DB = BENCH MARK DISK
 DO5270_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 DO5270_STAMPING: 29 GAF RESET 1972
 DO5270_MARK LOGO: MNHD
 DO5270_PROJECTION: FLUSH
 DO5270_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DO5270_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DO5270_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DO5270+SATELLITE: SATELLITE OBSERVATIONS - August 09, 2011
 DO5270
 DO5270  HISTORY     - Date     Condition        Report By
 DO5270  HISTORY     - 19720401 MONUMENTED       MNHD
 DO5270  HISTORY     - 20110809 GOOD             MNDT
 DO5270
 DO5270                          STATION DESCRIPTION
 DO5270
 DO5270'DESCRIBED BY MN DEPT OF TRANSP 2011 (EMS)
 DO5270'THE BENCH MARK IS LOCATED ABOUT 6.3 MI (10.1 KM) SOUTHWEST OF MOUND,
 DO5270'4.8 MI (7.7 KM) WEST-NORTHWEST OF VICTORIA AND 2.0 MI (3.2 KM)
 DO5270'NORTHEAST OF WACONIA.
 DO5270'
 DO5270'2.01 MILES SOUTHWEST OF SAINT BONIFACIUS, 0.8 MI (1.3 KM) SOUTH ALONG
 DO5270'COUNTY ROAD 92 FROM THE JUNCTION OF COUNTY ROAD 92 AND TRUNK HIGHWAY 7
 DO5270'IN SAINT BONIFACIUS, THEN 1.3 MI (2.1 KM) SOUTHWEST ON COUNTY ROAD 30.
 DO5270'THE BENCH MARK IS FOUND 81 FT (24.7 M) NORTH-NORTHWEST OF COUNTY ROAD
 DO5270'30, 49 FT (14.9 M) NORTH OF A TELEPHONE POLE, 4.0 FT (1.2 M) SOUTHEAST
 DO5270'OF A FENCE CORNER, 3.0 FT (0.9 M) NORTH OF A STATE GAME REFUGE SIGN,
 DO5270'1.0 FT (0.3 M) EAST OF A STEEL BENCH MARK POST AND 1.0 FT (0.3 M) EAST
 DO5270'OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 AI2027 ***********************************************************************
 AI2027  DESIGNATION -  29 HEH
 AI2027  PID         -  AI2027
 AI2027  STATE/COUNTY-  MN/ROSEAU
 AI2027  COUNTRY     -  US
 AI2027  USGS QUAD   -  WARROAD (2019)
 AI2027
 AI2027                         *CURRENT SURVEY CONTROL
 AI2027  ______________________________________________________________________
 AI2027* NAD 83(1986) POSITION- 48 58 25.17   (N) 095 21 37.20   (W)   HD_HELD1
 AI2027* NAVD 88 ORTHO HEIGHT -   329.612 (meters)     1081.40  (feet) ADJUSTED
 AI2027  ______________________________________________________________________
 AI2027  GEOID HEIGHT    -        -28.575 (meters)                     GEOID18
 AI2027  DYNAMIC HEIGHT  -        329.707 (meters)     1081.71  (feet) COMP
 AI2027  MODELED GRAVITY -    980,887.0   (mgal)                       NAVD 88
 AI2027
 AI2027  VERT ORDER      -  SECOND    CLASS I
 AI2027
 AI2027.The horizontal coordinates were determined by differentially corrected
 AI2027.hand held GPS observations or other comparable positioning techniques
 AI2027.and have an estimated accuracy of +/- 3 meters.
 AI2027
 AI2027.The orthometric height was determined by differential leveling and
 AI2027.adjusted by the NATIONAL GEODETIC SURVEY
 AI2027.in August 2000.
 AI2027
 AI2027.No vertical observational check was made to the station.
 AI2027
 AI2027.Significant digits in the geoid height do not necessarily reflect accuracy.
 AI2027.GEOID18 height accuracy estimate available here.
 AI2027
 AI2027.Click photographs - Photos may exist for this station.
 AI2027
 AI2027.The dynamic height is computed by dividing the NAVD 88
 AI2027.geopotential number by the normal gravity value computed on the
 AI2027.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI2027.degrees latitude (g = 980.6199 gals.).
 AI2027
 AI2027.The modeled gravity was interpolated from observed gravity values.
 AI2027
 AI2027;                    North         East    Units  Estimated Accuracy
 AI2027;SPC MN N     -   377,448.6     634,527.0     MT  (+/- 3 meters HH1 GPS) 
 AI2027
 AI2027_U.S. NATIONAL GRID SPATIAL ADDRESS: 15UUQ2727427212(NAD 83)
 AI2027
 AI2027                          SUPERSEDED SURVEY CONTROL
 AI2027
 AI2027.No superseded survey control is available for this station.
 AI2027
 AI2027_MARKER: DB = BENCH MARK DISK
 AI2027_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI2027_STAMPING: 29 HEH 1966
 AI2027_MARK LOGO: USGS
 AI2027_PROJECTION: FLUSH
 AI2027_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 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 - October 10, 2012
 AI2027
 AI2027  HISTORY     - Date     Condition        Report By
 AI2027  HISTORY     - 19660401 MONUMENTED       USGS
 AI2027  HISTORY     - 19980106 GOOD             MNDT
 AI2027  HISTORY     - 20121010 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.
 AI2027
 AI2027                          STATION RECOVERY (2012)
 AI2027
 AI2027'RECOVERY NOTE BY MN DEPT OF TRANSP 2012 (KMS)
 AI2027'4.3 MILES NORTH-NORTHWEST ALONG TRUNK HIGHWAY 313 FROM JUNCTION OF
 AI2027'TRUNK HIGHWAY 313 AND TRUNK HIGHWAY 11 IN WARROAD, AT TRUNK HIGHWAY
 AI2027'313 MILEPOINT 4.35, 91.0 FEET SOUTH-SOUTHWEST OF TRUNK HIGHWAY 313,
 AI2027'35.5 FEET SOUTH OF 400TH STREET, 3.8 FEET SOUTH-SOUTHEAST OF POWER
 AI2027'POLE, 2.7 FEET NORTH OF WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 PQ0477 ***********************************************************************
 PQ0477  DESIGNATION -  29 LMT
 PQ0477  PID         -  PQ0477
 PQ0477  STATE/COUNTY-  MN/YELLOW MEDICINE
 PQ0477  COUNTRY     -  US
 PQ0477  USGS QUAD   -  WOOD LAKE (2019)
 PQ0477
 PQ0477                         *CURRENT SURVEY CONTROL
 PQ0477  ______________________________________________________________________
 PQ0477* NAD 83(1986) POSITION- 44 44 45.     (N) 095 33 50.     (W)   SCALED
 PQ0477* NAVD 88 ORTHO HEIGHT -   317.155 (meters)     1040.53  (feet) ADJUSTED
 PQ0477  ______________________________________________________________________
 PQ0477  GEOID HEIGHT    -        -26.880 (meters)                     GEOID18
 PQ0477  DYNAMIC HEIGHT  -        317.121 (meters)     1040.42  (feet) COMP
 PQ0477  MODELED GRAVITY -    980,500.4   (mgal)                       NAVD 88
 PQ0477
 PQ0477  VERT ORDER      -  SECOND    CLASS 0
 PQ0477
 PQ0477.The horizontal coordinates were scaled from a map and have
 PQ0477.an estimated accuracy of +/- 6 seconds.
 PQ0477
 PQ0477.The orthometric height was determined by differential leveling and
 PQ0477.adjusted by the NATIONAL GEODETIC SURVEY
 PQ0477.in June 1991.
 PQ0477
 PQ0477.Significant digits in the geoid height do not necessarily reflect accuracy.
 PQ0477.GEOID18 height accuracy estimate available here.
 PQ0477
 PQ0477.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTK970579(NAD 83)
 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
 PQ0477.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PQ0477.See file dsdata.pdf to determine how the superseded data were derived.
 PQ0477
 PQ0477_MARKER: DD = SURVEY DISK
 PQ0477_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 PQ0477_STAMPING: 29 LMT 1040 1964
 PQ0477_MARK LOGO: USGS
 PQ0477_PROJECTION: PROJECTING 5 CENTIMETERS
 PQ0477_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 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 = MARCH 21, 2026 06:05:54 EDT
 DM1934 ***********************************************************************
 DM1934  HT_MOD      -  This is a Height Modernization Survey Station.
 DM1934  DESIGNATION -  29 NH
 DM1934  PID         -  DM1934
 DM1934  STATE/COUNTY-  MN/SWIFT
 DM1934  COUNTRY     -  US
 DM1934  USGS QUAD   -  DE GRAFF SE (2019)
 DM1934
 DM1934                         *CURRENT SURVEY CONTROL
 DM1934  ______________________________________________________________________
 DM1934* NAD 83(2011) POSITION- 45 15 11.30944(N) 095 17 50.32064(W)   ADJUSTED
 DM1934* NAD 83(2011) ELLIP HT-   324.128 (meters)        (06/27/12)   ADJUSTED
 DM1934* NAD 83(2011) EPOCH   -  2010.00
 DM1934* NAVD 88 ORTHO HEIGHT -   350.71  (meters)     1150.6   (feet) GPS OBS
 DM1934  ______________________________________________________________________
 DM1934  NAVD 88 orthometric height was determined with geoid model    GEOID03
 DM1934  GEOID HEIGHT    -        -26.506 (meters)                     GEOID03
 DM1934  GEOID HEIGHT    -        -26.573 (meters)                     GEOID18
 DM1934  NAD 83(2011) X  -   -415,261.866 (meters)                     COMP
 DM1934  NAD 83(2011) Y  - -4,478,672.047 (meters)                     COMP
 DM1934  NAD 83(2011) Z  -  4,507,427.420 (meters)                     COMP
 DM1934  LAPLACE CORR    -         -1.74  (seconds)                    DEFLEC18
 DM1934
 DM1934  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DM1934  Standards:
 DM1934         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DM1934            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DM1934  -------------------------------------------------------------------
 DM1934  NETWORK    0.45   0.51           0.21   0.14   0.26      0.09794504
 DM1934  -------------------------------------------------------------------
 DM1934  Click here for local accuracies and other accuracy information.
 DM1934
 DM1934.The horizontal coordinates were established by GPS observations
 DM1934.and adjusted by the National Geodetic Survey in June 2012.
 DM1934
 DM1934.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DM1934.been affixed to the stable North American tectonic plate. See 
 DM1934.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DM1934
 DM1934.The horizontal coordinates are valid at the epoch date displayed above
 DM1934.which is a decimal equivalence of Year/Month/Day.
 DM1934
 DM1934.The orthometric height was determined by GPS observations and a
 DM1934.high-resolution geoid model using precise GPS observation and
 DM1934.processing techniques.
 DM1934
 DM1934.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM1934.GEOID18 height accuracy estimate available here.
 DM1934
 DM1934.Click photographs - Photos may exist for this station.
 DM1934
 DM1934.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DM1934
 DM1934.The Laplace correction was computed from DEFLEC18 derived deflections.
 DM1934
 DM1934.The ellipsoidal height was determined by GPS observations
 DM1934.and is referenced to NAD 83.
 DM1934
 DM1934. The following values were computed from the NAD 83(2011) position.
 DM1934
 DM1934;                    North         East     Units Scale Factor Converg.
 DM1934;SPC MN S     -   351,167.075   698,165.967   MT  1.00000817   -0 54 33.6
 DM1934;SPC MN S     - 1,152,120.65  2,290,566.18   sFT  1.00000817   -0 54 33.6
 DM1934;UTM  15      - 5,013,639.205   319,736.144   MT  0.99999956   -1 37 55.4
 DM1934
 DM1934!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DM1934!SPC MN S     -   0.99994919  x   1.00000817  =   0.99995735
 DM1934!UTM  15      -   0.99994919  x   0.99999956  =   0.99994875
 DM1934
 DM1934_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUL1973613639(NAD 83)
 DM1934
 DM1934                          SUPERSEDED SURVEY CONTROL
 DM1934
 DM1934  NAD 83(2007)-  45 15 11.30926(N)    095 17 50.32145(W) AD(2002.00) 1
 DM1934  ELLIP H (08/04/10)  324.156  (m)                       GP(2002.00) 3 1
 DM1934
 DM1934.Superseded values are not recommended for survey control.
 DM1934
 DM1934.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DM1934.See file dsdata.pdf to determine how the superseded data were derived.
 DM1934
 DM1934_MARKER: DB = BENCH MARK DISK
 DM1934_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 DM1934_STAMPING: 29 NH 1956
 DM1934_MARK LOGO: USGS
 DM1934_PROJECTION: FLUSH
 DM1934_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT
 DM1934_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DM1934_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DM1934+SATELLITE: SATELLITE OBSERVATIONS - May 26, 2021
 DM1934
 DM1934  HISTORY     - Date     Condition        Report By
 DM1934  HISTORY     - 19560401 MONUMENTED       USGS
 DM1934  HISTORY     - 20061122 GOOD             MNDT
 DM1934  HISTORY     - 20210526 GOOD             MNDT
 DM1934
 DM1934                          STATION DESCRIPTION
 DM1934
 DM1934'DESCRIBED BY MN DEPT OF TRANSP 2006 (CAG)
 DM1934'THE MARK WAS RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.
 DM1934'THE MARK IS 4.3 MILES NORTH OF KERKHOVEN, 4.2 MILES NORTH ALONG COUNTY
 DM1934'ROAD 35 FROM THE JUNCTION OF COUNTY ROAD 35 AND TRUNK HIGHWAY 12 IN
 DM1934'KERKHOVEN, THEN 0.9 MILE EAST ON 50TH STREET, 47 FEET SOUTH AND 335
 DM1934'FEET WEST OF CROSSROADS, 1.5 FEET EAST OF WITNESS POST.
 DM1934
 DM1934                          STATION RECOVERY (2021)
 DM1934
 DM1934'RECOVERY NOTE BY MN DEPT OF TRANSP 2021 (TJD)
 DM1934'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DR5754 ***********************************************************************
 DR5754  HT_MOD      -  This is a Height Modernization Survey Station.
 DR5754  DESIGNATION -  29 WGW
 DR5754  PID         -  DR5754
 DR5754  STATE/COUNTY-  MN/OTTER TAIL
 DR5754  COUNTRY     -  US
 DR5754  USGS QUAD   -  DENT (2019)
 DR5754
 DR5754                         *CURRENT SURVEY CONTROL
 DR5754  ______________________________________________________________________
 DR5754* NAD 83(2011) POSITION- 46 35 46.00185(N) 095 43 31.21091(W)   ADJUSTED
 DR5754* NAD 83(2011) ELLIP HT-   396.599 (meters)        (07/20/20)   ADJUSTED
 DR5754* NAD 83(2011) EPOCH   -  2010.00
 DR5754* NAVD 88 ORTHO HEIGHT -   423.19  (meters)     1388.4   (feet) GPS OBS
 DR5754  ______________________________________________________________________
 DR5754  GEOID HEIGHT    -        -26.585 (meters)                     GEOID18
 DR5754  NAD 83(2011) X  -   -438,014.075 (meters)                     COMP
 DR5754  NAD 83(2011) Y  - -4,368,786.375 (meters)                     COMP
 DR5754  NAD 83(2011) Z  -  4,611,316.390 (meters)                     COMP
 DR5754  LAPLACE CORR    -         -2.17  (seconds)                    DEFLEC18
 DR5754
 DR5754  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DR5754  Standards:
 DR5754         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DR5754            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DR5754  -------------------------------------------------------------------
 DR5754  NETWORK    0.76   1.18           0.35   0.25   0.60     -0.13561049
 DR5754  -------------------------------------------------------------------
 DR5754  Click here for local accuracies and other accuracy information.
 DR5754
 DR5754.The horizontal coordinates were established by GPS observations
 DR5754.and adjusted by the MN DEPT OF TRANSP in July 2020.
 DR5754
 DR5754.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DR5754.been affixed to the stable North American tectonic plate. See 
 DR5754.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DR5754
 DR5754.The horizontal coordinates are valid at the epoch date displayed above
 DR5754.which is a decimal equivalence of Year/Month/Day.
 DR5754
 DR5754.The orthometric height was determined by GPS observations and a
 DR5754.high-resolution geoid model using precise GPS observation and
 DR5754.processing techniques.
 DR5754
 DR5754.Significant digits in the geoid height do not necessarily reflect accuracy.
 DR5754.GEOID18 height accuracy estimate available here.
 DR5754
 DR5754.Click photographs - Photos may exist for this station.
 DR5754
 DR5754.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DR5754
 DR5754.The Laplace correction was computed from DEFLEC18 derived deflections.
 DR5754
 DR5754.The ellipsoidal height was determined by GPS observations
 DR5754.and is referenced to NAD 83.
 DR5754
 DR5754. The following values were computed from the NAD 83(2011) position.
 DR5754
 DR5754;                    North         East     Units Scale Factor Converg.
 DR5754;SPC MN C     -   278,455.968   686,963.248   MT  0.99993240   -1 04 02.1
 DR5754;SPC MN C     -   913,567.62  2,253,811.92   sFT  0.99993240   -1 04 02.1
 DR5754;UTM  15      - 5,163,891.333   291,252.865   MT  1.00013564   -1 58 50.7
 DR5754
 DR5754!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DR5754!SPC MN C     -   0.99993783  x   0.99993240  =   0.99987024
 DR5754!UTM  15      -   0.99993783  x   1.00013564  =   1.00007347
 DR5754
 DR5754_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTM9125263891(NAD 83)
 DR5754
 DR5754                          SUPERSEDED SURVEY CONTROL
 DR5754
 DR5754.No superseded survey control is available for this station.
 DR5754
 DR5754_MARKER: DD = SURVEY DISK
 DR5754_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 DR5754_STAMPING: 29 WGW 1973
 DR5754_MARK LOGO: USGS
 DR5754_PROJECTION: FLUSH
 DR5754_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DR5754_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DR5754_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DR5754+SATELLITE: SATELLITE OBSERVATIONS - July 18, 2018
 DR5754
 DR5754  HISTORY     - Date     Condition        Report By
 DR5754  HISTORY     - 19730401 MONUMENTED       USGS
 DR5754  HISTORY     - 20180718 GOOD             MNDT
 DR5754
 DR5754                          STATION DESCRIPTION
 DR5754
 DR5754'DESCRIBED BY MN DEPT OF TRANSP 2018 (CXB)
 DR5754'3.0 MILES NORTH OF DENT, 2.85 MILES NORTH-NORTHWEST ALONG COUNTY ROAD
 DR5754'35 FROM THE JUNCTION OF COUNTY ROAD 55 NORTH AND TRUNK HIGHWAY 108 IN
 DR5754'DENT TO TRUNK HIGHWAY 108 MILEPOINT 31.60, NEAR THE CENTER OF SECTION
 DR5754'16, 121.0 FEET SOUTH OF COUNTY ROAD 34, 121.0 FEET EAST OF COUNTY ROAD
 DR5754'35, 0.5 FOOT NORTHWEST OF A WITNESS POST.  ROD DEPTH UNKNOWN.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 QP0206 ***********************************************************************
 QP0206  DESIGNATION -  290/3 CAP
 QP0206  PID         -  QP0206
 QP0206  STATE/COUNTY-  MN/STEARNS
 QP0206  COUNTRY     -  US
 QP0206  USGS QUAD   -  SAINT CLOUD (2019)
 QP0206
 QP0206                         *CURRENT SURVEY CONTROL
 QP0206  ______________________________________________________________________
 QP0206* NAD 83(1986) POSITION- 45 35 48.0    (N) 094 11 15.9    (W)   HD_HELD2
 QP0206* NAVD 88 ORTHO HEIGHT -   308.446 (meters)     1011.96  (feet) ADJUSTED
 QP0206  ______________________________________________________________________
 QP0206  GEOID HEIGHT    -        -27.005 (meters)                     GEOID18
 QP0206  DYNAMIC HEIGHT  -        308.441 (meters)     1011.94  (feet) COMP
 QP0206  MODELED GRAVITY -    980,589.0   (mgal)                       NAVD 88
 QP0206
 QP0206  VERT ORDER      -  SECOND    CLASS 0
 QP0206
 QP0206.The horizontal coordinates were established by autonomous hand held GPS
 QP0206.observations and have an estimated accuracy of +/- 10 meters.
 QP0206
 QP0206.The orthometric height was determined by differential leveling and
 QP0206.adjusted by the NATIONAL GEODETIC SURVEY
 QP0206.in June 1991.
 QP0206
 QP0206.Significant digits in the geoid height do not necessarily reflect accuracy.
 QP0206.GEOID18 height accuracy estimate available here.
 QP0206
 QP0206.Click photographs - Photos may exist for this station.
 QP0206
 QP0206.The dynamic height is computed by dividing the NAVD 88
 QP0206.geopotential number by the normal gravity value computed on the
 QP0206.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QP0206.degrees latitude (g = 980.6199 gals.).
 QP0206
 QP0206.The modeled gravity was interpolated from observed gravity values.
 QP0206
 QP0206;                    North         East    Units  Estimated Accuracy
 QP0206;SPC MN C     -   166,320.      804,857.      MT  (+/- 10 meters HH2 GPS)
 QP0206
 QP0206_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL0736349922(NAD 83)
 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
 QP0206.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QP0206.See file dsdata.pdf to determine how the superseded data were derived.
 QP0206
 QP0206_MARKER: P = PIPE CAP
 QP0206_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 QP0206_MARK LOGO: MRC
 QP0206_PROJECTION: PROJECTING 30 CENTIMETERS
 QP0206_MAGNETIC: P = MARKER IS A STEEL PIPE
 QP0206_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QP0206_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 QP0206+SATELLITE: SATELLITE OBSERVATIONS - April 20, 2005
 QP0206
 QP0206  HISTORY     - Date     Condition        Report By
 QP0206  HISTORY     - 1898     MONUMENTED       MRC
 QP0206  HISTORY     - 1974     GOOD             MNDT
 QP0206  HISTORY     - 20050420 GOOD             MNDT
 QP0206  HISTORY     - 20110817 GOOD             GEOCAC
 QP0206  HISTORY     - 20190701 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
 QP0206
 QP0206                          STATION RECOVERY (2011)
 QP0206
 QP0206'RECOVERY NOTE BY GEOCACHING 2011 (MEL)
 QP0206'RECOVERED IN GOOD CONDITION.
 QP0206
 QP0206                          STATION RECOVERY (2019)
 QP0206
 QP0206'RECOVERY NOTE BY MN DEPT OF TRANSP 2019 (KDJ)
 QP0206'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DF6649 ***********************************************************************
 DF6649  DESIGNATION -  2901 A
 DF6649  PID         -  DF6649
 DF6649  STATE/COUNTY-  MN/HUBBARD
 DF6649  COUNTRY     -  US
 DF6649  USGS QUAD   -  PARK RAPIDS NW (2019)
 DF6649
 DF6649                         *CURRENT SURVEY CONTROL
 DF6649  ______________________________________________________________________
 DF6649* NAD 83(2011) POSITION- 46 55 14.27718(N) 095 08 38.44550(W)   ADJUSTED
 DF6649* NAD 83(2011) ELLIP HT-   418.762 (meters)        (06/27/12)   ADJUSTED
 DF6649* NAD 83(2011) EPOCH   -  2010.00
 DF6649* NAVD 88 ORTHO HEIGHT -   445.986 (meters)     1463.21  (feet) ADJUSTED
 DF6649  ______________________________________________________________________
 DF6649  GEOID HEIGHT    -        -27.205 (meters)                     GEOID18
 DF6649  NAD 83(2011) X  -   -391,311.481 (meters)                     COMP
 DF6649  NAD 83(2011) Y  - -4,346,844.728 (meters)                     COMP
 DF6649  NAD 83(2011) Z  -  4,636,048.723 (meters)                     COMP
 DF6649  LAPLACE CORR    -         -4.67  (seconds)                    DEFLEC18
 DF6649  DYNAMIC HEIGHT  -        446.009 (meters)     1463.28  (feet) COMP
 DF6649  MODELED GRAVITY -    980,652.8   (mgal)                       NAVD 88
 DF6649
 DF6649  VERT ORDER      -  SECOND    CLASS I
 DF6649
 DF6649  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DF6649  Standards:
 DF6649         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DF6649            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DF6649  -------------------------------------------------------------------
 DF6649  NETWORK    0.58   0.78           0.27   0.19   0.40     -0.02910268
 DF6649  -------------------------------------------------------------------
 DF6649  Click here for local accuracies and other accuracy information.
 DF6649
 DF6649.The horizontal coordinates were established by GPS observations
 DF6649.and adjusted by the National Geodetic Survey in June 2012.
 DF6649
 DF6649.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DF6649.been affixed to the stable North American tectonic plate. See 
 DF6649.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DF6649
 DF6649.The horizontal coordinates are valid at the epoch date displayed above
 DF6649.which is a decimal equivalence of Year/Month/Day.
 DF6649
 DF6649.The orthometric height was determined by differential leveling and
 DF6649.adjusted by the NATIONAL GEODETIC SURVEY
 DF6649.in August 2019.
 DF6649
 DF6649.Significant digits in the geoid height do not necessarily reflect accuracy.
 DF6649.GEOID18 height accuracy estimate available here.
 DF6649
 DF6649.Click photographs - Photos may exist for this station.
 DF6649
 DF6649.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DF6649
 DF6649.The Laplace correction was computed from DEFLEC18 derived deflections.
 DF6649
 DF6649.The ellipsoidal height was determined by GPS observations
 DF6649.and is referenced to NAD 83.
 DF6649
 DF6649.The dynamic height is computed by dividing the NAVD 88
 DF6649.geopotential number by the normal gravity value computed on the
 DF6649.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DF6649.degrees latitude (g = 980.6199 gals.).
 DF6649
 DF6649.The modeled gravity was interpolated from observed gravity values.
 DF6649
 DF6649. The following values were computed from the NAD 83(2011) position.
 DF6649
 DF6649;                    North         East     Units Scale Factor Converg.
 DF6649;SPC MN C     -   313,861.428   731,907.549   MT  0.99997429   -0 38 48.2
 DF6649;SPC MN C     - 1,029,727.04  2,401,266.68   sFT  0.99997429   -0 38 48.2
 DF6649;UTM  15      - 5,198,575.673   336,761.492   MT  0.99992752   -1 33 58.9
 DF6649
 DF6649!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF6649!SPC MN C     -   0.99993436  x   0.99997429  =   0.99990865
 DF6649!UTM  15      -   0.99993436  x   0.99992752  =   0.99986189
 DF6649
 DF6649_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUM3676198575(NAD 83)
 DF6649
 DF6649                          SUPERSEDED SURVEY CONTROL
 DF6649
 DF6649  NAD 83(2007)-  46 55 14.27702(N)    095 08 38.44622(W) AD(2002.00) 0
 DF6649  ELLIP H (02/10/07)  418.794  (m)                       GP(2002.00)    
 DF6649  NAD 83(1996)-  46 55 14.27661(N)    095 08 38.44624(W) AD(       ) 1
 DF6649  ELLIP H (08/01/03)  418.821  (m)                       GP(       ) 3 1
 DF6649  NAVD 88 (12/15/04)  445.955  (m)         1463.10   (f) SUPERSEDED  2 1
 DF6649  NAVD 88             445.95   (m)         1463.1    (f) LEVELING    3  
 DF6649
 DF6649.Superseded values are not recommended for survey control.
 DF6649
 DF6649.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF6649.See file dsdata.pdf to determine how the superseded data were derived.
 DF6649
 DF6649_MARKER: DB = BENCH MARK DISK
 DF6649_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF6649_STAMPING: 2901 A 1990
 DF6649_MARK LOGO: MNHD
 DF6649_PROJECTION: FLUSH
 DF6649_MAGNETIC: T = STEEL SPIKE ADJACENT TO 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 - February 27, 2023
 DF6649
 DF6649  HISTORY     - Date     Condition        Report By
 DF6649  HISTORY     - 19680401 MONUMENTED       MNHD
 DF6649  HISTORY     - 20010124 GOOD             MNDT
 DF6649  HISTORY     - 20010401 GOOD             MNDT
 DF6649  HISTORY     - 20160411 GOOD             MNDT
 DF6649  HISTORY     - 20190829 GOOD             MNDT
 DF6649  HISTORY     - 20230227 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'
 DF6649
 DF6649                          STATION RECOVERY (2016)
 DF6649
 DF6649'RECOVERY NOTE BY MN DEPT OF TRANSP 2016 (MDM)
 DF6649'RECOVERED IN GOOD CONDITION.
 DF6649
 DF6649                          STATION RECOVERY (2019)
 DF6649
 DF6649'RECOVERY NOTE BY MN DEPT OF TRANSP 2019 (BDB)
 DF6649'RECOVERED AS DESCRIBED.
 DF6649
 DF6649                          STATION RECOVERY (2023)
 DF6649
 DF6649'RECOVERY NOTE BY MN DEPT OF TRANSP 2023 (AXD)
 DF6649'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DR6919 ***********************************************************************
 DR6919  DESIGNATION -  2901 E RESET
 DR6919  PID         -  DR6919
 DR6919  STATE/COUNTY-  MN/HUBBARD
 DR6919  COUNTRY     -  US
 DR6919  USGS QUAD   -  PARK RAPIDS (2019)
 DR6919
 DR6919                         *CURRENT SURVEY CONTROL
 DR6919  ______________________________________________________________________
 DR6919* NAD 83(2011) POSITION- 46 55 15.56139(N) 095 07 23.10081(W)   ADJUSTED
 DR6919* NAD 83(2011) ELLIP HT-   415.350 (meters)        (06/20/23)   ADJUSTED
 DR6919* NAD 83(2011) EPOCH   -  2010.00
 DR6919* NAVD 88 ORTHO HEIGHT -   442.607 (meters)     1452.12  (feet) ADJUSTED
 DR6919  ______________________________________________________________________
 DR6919  GEOID HEIGHT    -        -27.237 (meters)                     GEOID18
 DR6919  NAD 83(2011) X  -   -389,720.838 (meters)                     COMP
 DR6919  NAD 83(2011) Y  - -4,346,956.204 (meters)                     COMP
 DR6919  NAD 83(2011) Z  -  4,636,073.318 (meters)                     COMP
 DR6919  LAPLACE CORR    -         -4.33  (seconds)                    DEFLEC18
 DR6919  DYNAMIC HEIGHT  -        442.630 (meters)     1452.20  (feet) COMP
 DR6919  MODELED GRAVITY -    980,652.3   (mgal)                       NAVD 88
 DR6919
 DR6919  VERT ORDER      -  SECOND    CLASS I
 DR6919
 DR6919  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DR6919  Standards:
 DR6919         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DR6919            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DR6919  -------------------------------------------------------------------
 DR6919  NETWORK    0.74   1.37           0.34   0.25   0.70     -0.04907503
 DR6919  -------------------------------------------------------------------
 DR6919  Click here for local accuracies and other accuracy information.
 DR6919
 DR6919.The horizontal coordinates were established by GPS observations
 DR6919.and adjusted by the MN DEPT OF TRANSP in June 2023.
 DR6919
 DR6919.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DR6919.been affixed to the stable North American tectonic plate. See 
 DR6919.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DR6919
 DR6919.The horizontal coordinates are valid at the epoch date displayed above
 DR6919.which is a decimal equivalence of Year/Month/Day.
 DR6919
 DR6919.The orthometric height was determined by differential leveling and
 DR6919.adjusted by the NATIONAL GEODETIC SURVEY
 DR6919.in March 2023.
 DR6919
 DR6919.Significant digits in the geoid height do not necessarily reflect accuracy.
 DR6919.GEOID18 height accuracy estimate available here.
 DR6919
 DR6919.Click photographs - Photos may exist for this station.
 DR6919
 DR6919.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DR6919
 DR6919.The Laplace correction was computed from DEFLEC18 derived deflections.
 DR6919
 DR6919.The ellipsoidal height was determined by GPS observations
 DR6919.and is referenced to NAD 83.
 DR6919
 DR6919.The dynamic height is computed by dividing the NAVD 88
 DR6919.geopotential number by the normal gravity value computed on the
 DR6919.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DR6919.degrees latitude (g = 980.6199 gals.).
 DR6919
 DR6919.The modeled gravity was interpolated from observed gravity values.
 DR6919
 DR6919. The following values were computed from the NAD 83(2011) position.
 DR6919
 DR6919;                    North         East     Units Scale Factor Converg.
 DR6919;SPC MN C     -   313,883.299   733,501.984   MT  0.99997436   -0 37 53.7
 DR6919;SPC MN C     - 1,029,798.79  2,406,497.76   sFT  0.99997436   -0 37 53.7
 DR6919;UTM  15      - 5,198,571.953   338,355.993   MT  0.99992115   -1 33 03.8
 DR6919
 DR6919!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DR6919!SPC MN C     -   0.99993490  x   0.99997436  =   0.99990926
 DR6919!UTM  15      -   0.99993490  x   0.99992115  =   0.99985605
 DR6919
 DR6919_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUM3835598571(NAD 83)
 DR6919
 DR6919                          SUPERSEDED SURVEY CONTROL
 DR6919
 DR6919.No superseded survey control is available for this station.
 DR6919
 DR6919_MARKER: DD = SURVEY DISK
 DR6919_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DR6919_STAMPING: 2901 E RESET 2019
 DR6919_MARK LOGO: MNDT
 DR6919_PROJECTION: RECESSED 5 CENTIMETERS
 DR6919_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DR6919_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DR6919_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DR6919+SATELLITE: SATELLITE OBSERVATIONS - February 27, 2023
 DR6919_ROD/PIPE-DEPTH: 19.8 meters
 DR6919
 DR6919  HISTORY     - Date     Condition        Report By
 DR6919  HISTORY     - 20000913 MONUMENTED       MNDT
 DR6919  HISTORY     - 20230227 GOOD             MNDT
 DR6919
 DR6919                          STATION DESCRIPTION
 DR6919
 DR6919'DESCRIBED BY MN DEPT OF TRANSP 2000
 DR6919'THE MARK IS LOCATED ABOUT 3.0 MI (4.8 KM) WEST OF PARK RAPIDS.
 DR6919'
 DR6919'TO REACH THE MARK GO 3.1 MI (5.0 KM) WEST ALONG TRUNK HIGHWAY 34 FROM
 DR6919'THE JUNCTION OF TRUNK HIGHWAY 34 AND TRUNK HIGHWAY 71 IN PARK RAPIDS,
 DR6919'AT TRUNK HIGHWAY 34 MILE POINT 71.9, 97.0 FT (29.6 M) SOUTH OF TRUNK
 DR6919'HIGHWAY 34, 133.0 FT (40.5 M) WEST OF COUNTY ROAD 115.
 DR6919'
 DR6919'THE MARK IS LOCATED 3.3 FT (1.0 M) SOUTH OF A RIGHT-OF-WAY POST, 34.6
 DR6919'FT (10.5 M) EAST-NORTHEAST OF A POWER POLE, 2.3 FT (0.7 M) EAST OF A
 DR6919'WITNESS POST.
 DR6919
 DR6919                          STATION RECOVERY (2023)
 DR6919
 DR6919'RECOVERY NOTE BY MN DEPT OF TRANSP 2023 (AXD)
 DR6919'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DR6918 ***********************************************************************
 DR6918  DESIGNATION -  2901 F
 DR6918  PID         -  DR6918
 DR6918  STATE/COUNTY-  MN/HUBBARD
 DR6918  COUNTRY     -  US
 DR6918  USGS QUAD   -  PARK RAPIDS (2019)
 DR6918
 DR6918                         *CURRENT SURVEY CONTROL
 DR6918  ______________________________________________________________________
 DR6918* NAD 83(1986) POSITION- 46 55 18.48   (N) 095 06 23.39   (W)   HD_HELD1
 DR6918* NAVD 88 ORTHO HEIGHT -   441.229 (meters)     1447.60  (feet) ADJUSTED
 DR6918  ______________________________________________________________________
 DR6918  GEOID HEIGHT    -        -27.262 (meters)                     GEOID18
 DR6918  DYNAMIC HEIGHT  -        441.251 (meters)     1447.67  (feet) COMP
 DR6918  MODELED GRAVITY -    980,652.1   (mgal)                       NAVD 88
 DR6918
 DR6918  VERT ORDER      -  SECOND    CLASS I
 DR6918
 DR6918.The horizontal coordinates were determined by differentially corrected
 DR6918.hand held GPS observations or other comparable positioning techniques
 DR6918.and have an estimated accuracy of +/- 3 meters.
 DR6918
 DR6918.The orthometric height was determined by differential leveling and
 DR6918.adjusted by the NATIONAL GEODETIC SURVEY
 DR6918.in March 2023.
 DR6918
 DR6918.Significant digits in the geoid height do not necessarily reflect accuracy.
 DR6918.GEOID18 height accuracy estimate available here.
 DR6918
 DR6918.Click photographs - Photos may exist for this station.
 DR6918
 DR6918.The dynamic height is computed by dividing the NAVD 88
 DR6918.geopotential number by the normal gravity value computed on the
 DR6918.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DR6918.degrees latitude (g = 980.6199 gals.).
 DR6918
 DR6918.The modeled gravity was interpolated from observed gravity values.
 DR6918
 DR6918;                    North         East    Units  Estimated Accuracy
 DR6918;SPC MN C     -   313,959.6     734,766.2     MT  (+/- 3 meters HH1 GPS) 
 DR6918
 DR6918_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUM3962198627(NAD 83)
 DR6918
 DR6918                          SUPERSEDED SURVEY CONTROL
 DR6918
 DR6918.No superseded survey control is available for this station.
 DR6918
 DR6918_MARKER: F = FLANGE-ENCASED ROD
 DR6918_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DR6918_STAMPING: 2901 F 2019
 DR6918_MARK LOGO: MNDT
 DR6918_PROJECTION: RECESSED 8 CENTIMETERS
 DR6918_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DR6918_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DR6918_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DR6918+SATELLITE: SATELLITE OBSERVATIONS - September 16, 2019
 DR6918_ROD/PIPE-DEPTH: 15.5 meters
 DR6918
 DR6918  HISTORY     - Date     Condition        Report By
 DR6918  HISTORY     - 20190916 MONUMENTED       MNDT
 DR6918
 DR6918                          STATION DESCRIPTION
 DR6918
 DR6918'DESCRIBED BY MN DEPT OF TRANSP 2019
 DR6918'THE MARK IS LOCATED ABOUT 2.2 MI (3.5 KM) WEST OF PARK RAPIDS.
 DR6918'
 DR6918'TO REACH THE MARK GO 2.2 MI (3.5 KM) WEST ALONG TRUNK HIGHWAY 34 FROM
 DR6918'THE JUNCTION OF TRUNK HIGHWAY 34 AND TRUNK HIGHWAY 71 IN PARK RAPIDS,
 DR6918'AT TRUNK HIGHWAY 34 MILE POINT 72.7.
 DR6918'
 DR6918'THE MARK IS 109.0 FT (33.2 M) NORTH OF TRUNK HIGHWAY 34, 28.1 FT (8.6
 DR6918'M) WEST OF A FIELD ENTRANCE, 3.5 FT (1.1 M) SOUTH OF A FENCE.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DE6189 ***********************************************************************
 DE6189  DESIGNATION -  2902 B
 DE6189  PID         -  DE6189
 DE6189  STATE/COUNTY-  MN/HUBBARD
 DE6189  COUNTRY     -  US
 DE6189  USGS QUAD   -  AKELEY (2019)
 DE6189
 DE6189                         *CURRENT SURVEY CONTROL
 DE6189  ______________________________________________________________________
 DE6189* NAD 83(2011) POSITION- 47 01 05.67097(N) 094 40 57.11772(W)   ADJUSTED
 DE6189* NAD 83(2011) ELLIP HT-   403.055 (meters)        (06/27/12)   ADJUSTED
 DE6189* NAD 83(2011) EPOCH   -  2010.00
 DE6189* NAVD 88 ORTHO HEIGHT -   430.693 (meters)     1413.03  (feet) ADJUSTED
 DE6189  ______________________________________________________________________
 DE6189  GEOID HEIGHT    -        -27.626 (meters)                     GEOID18
 DE6189  NAD 83(2011) X  -   -355,639.726 (meters)                     COMP
 DE6189  NAD 83(2011) Y  - -4,341,938.580 (meters)                     COMP
 DE6189  NAD 83(2011) Z  -  4,643,442.491 (meters)                     COMP
 DE6189  LAPLACE CORR    -         -2.40  (seconds)                    DEFLEC18
 DE6189  DYNAMIC HEIGHT  -        430.729 (meters)     1413.15  (feet) COMP
 DE6189  MODELED GRAVITY -    980,683.7   (mgal)                       NAVD 88
 DE6189
 DE6189  VERT ORDER      -  SECOND    CLASS I
 DE6189
 DE6189  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DE6189  Standards:
 DE6189         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DE6189            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DE6189  -------------------------------------------------------------------
 DE6189  NETWORK    0.49   0.61           0.22   0.17   0.31     -0.06133571
 DE6189  -------------------------------------------------------------------
 DE6189  Click here for local accuracies and other accuracy information.
 DE6189
 DE6189.The horizontal coordinates were established by GPS observations
 DE6189.and adjusted by the National Geodetic Survey in June 2012.
 DE6189
 DE6189.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DE6189.been affixed to the stable North American tectonic plate. See 
 DE6189.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DE6189
 DE6189.The horizontal coordinates are valid at the epoch date displayed above
 DE6189.which is a decimal equivalence of Year/Month/Day.
 DE6189
 DE6189.The orthometric height was determined by differential leveling and
 DE6189.adjusted by the NATIONAL GEODETIC SURVEY
 DE6189.in February 2020.
 DE6189
 DE6189.Significant digits in the geoid height do not necessarily reflect accuracy.
 DE6189.GEOID18 height accuracy estimate available here.
 DE6189
 DE6189.Click photographs - Photos may exist for this station.
 DE6189
 DE6189.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DE6189
 DE6189.The Laplace correction was computed from DEFLEC18 derived deflections.
 DE6189
 DE6189.The ellipsoidal height was determined by GPS observations
 DE6189.and is referenced to NAD 83.
 DE6189
 DE6189.The dynamic height is computed by dividing the NAVD 88
 DE6189.geopotential number by the normal gravity value computed on the
 DE6189.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE6189.degrees latitude (g = 980.6199 gals.).
 DE6189
 DE6189.The modeled gravity was interpolated from observed gravity values.
 DE6189
 DE6189. The following values were computed from the NAD 83(2011) position.
 DE6189
 DE6189;                    North         East     Units Scale Factor Converg.
 DE6189;SPC MN C     -   324,418.004   767,114.879   MT  0.99999321   -0 18 46.4
 DE6189;SPC MN C     - 1,064,361.40  2,516,776.07   sFT  0.99999321   -0 18 46.4
 DE6189;UTM  15      - 5,208,564.995   372,129.295   MT  0.99980096   -1 13 51.8
 DE6189
 DE6189!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE6189!SPC MN C     -   0.99993683  x   0.99999321  =   0.99993004
 DE6189!UTM  15      -   0.99993683  x   0.99980096  =   0.99973780
 DE6189
 DE6189_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUN7212908564(NAD 83)
 DE6189
 DE6189                          SUPERSEDED SURVEY CONTROL
 DE6189
 DE6189  NAD 83(2007)-  47 01 05.67099(N)    094 40 57.11857(W) AD(2002.00) 0
 DE6189  ELLIP H (02/10/07)  403.079  (m)                       GP(2002.00)    
 DE6189  NAD 83(1996)-  47 01 05.67072(N)    094 40 57.11809(W) AD(       ) 1
 DE6189  ELLIP H (09/24/02)  403.089  (m)                       GP(       ) 4 1
 DE6189  NAVD 88 (08/26/19)  430.692  (m)         1413.03   (f) SUPERSEDED  2 1
 DE6189  NAVD 88 (05/02/18)  430.681  (m)         1412.99   (f) SUPERSEDED  2 1
 DE6189  NAVD 88             430.69   (m)         1413.0    (f) LEVELING    3  
 DE6189  NAVD 88 (08/05/02)  430.673  (m)         1412.97   (f) SUPERSEDED  2 1
 DE6189
 DE6189.Superseded values are not recommended for survey control.
 DE6189
 DE6189.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE6189.See file dsdata.pdf to determine how the superseded data were derived.
 DE6189
 DE6189_MARKER: DD = SURVEY DISK
 DE6189_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DE6189_STAMPING: 2902 B 1998
 DE6189_MARK LOGO: MNDT
 DE6189_PROJECTION: FLUSH
 DE6189_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DE6189_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DE6189_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE6189+SATELLITE: SATELLITE OBSERVATIONS - February 22, 2023
 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  HISTORY     - 20140811 GOOD             MNDT
 DE6189  HISTORY     - 20170531 GOOD             MNDT
 DE6189  HISTORY     - 20180814 GOOD             MNDT
 DE6189  HISTORY     - 20230222 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.
 DE6189
 DE6189                          STATION RECOVERY (2014)
 DE6189
 DE6189'RECOVERY NOTE BY MN DEPT OF TRANSP 2014 (MAS)
 DE6189'RECOVERED AS DESCRIBED.
 DE6189
 DE6189                          STATION RECOVERY (2017)
 DE6189
 DE6189'RECOVERY NOTE BY MN DEPT OF TRANSP 2017 (ZLZ)
 DE6189'2.25 MILES NORTHEAST OF AKELEY, 1.8 MILES NORTHEAST ALONG TRUNK
 DE6189'HIGHWAY 34 FROM THE EAST JUNCTION OF TRUNK HIGHWAY 64 AND TRUNK
 DE6189'HIGHWAY 34 IN AKELEY, AT TRUNK HIGHWAY 34 MILEPOINT 95.25, 87 FEET
 DE6189'NORTHWEST OF TRUNK HIGHWAY 34, 30 FEET SOUTHWEST OF ENTRANCE, 88.6
 DE6189'FEET WEST-SOUTHWEST OF POWER POLE, 23 FEET SOUTHEAST OF STATE TRAIL,
 DE6189'4.2 FEET NORTHEAST OF A WITNESS POST.
 DE6189
 DE6189                          STATION RECOVERY (2018)
 DE6189
 DE6189'RECOVERY NOTE BY MN DEPT OF TRANSP 2018 (TJD)
 DE6189'RECOVERED IN GOOD CONDITION.
 DE6189
 DE6189                          STATION RECOVERY (2023)
 DE6189
 DE6189'RECOVERY NOTE BY MN DEPT OF TRANSP 2023 (AXH)
 DE6189'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DQ1183 ***********************************************************************
 DQ1183  DESIGNATION -  2902 C RESET
 DQ1183  PID         -  DQ1183
 DQ1183  STATE/COUNTY-  MN/HUBBARD
 DQ1183  COUNTRY     -  US
 DQ1183  USGS QUAD   -  AKELEY (2019)
 DQ1183
 DQ1183                         *CURRENT SURVEY CONTROL
 DQ1183  ______________________________________________________________________
 DQ1183* NAD 83(2011) POSITION- 47 00 18.04152(N) 094 43 37.59672(W)   ADJUSTED
 DQ1183* NAD 83(2011) ELLIP HT-   409.498 (meters)        (05/01/18)   ADJUSTED
 DQ1183* NAD 83(2011) EPOCH   -  2010.00
 DQ1183* NAVD 88 ORTHO HEIGHT -   437.111 (meters)     1434.09  (feet) ADJUSTED
 DQ1183  ______________________________________________________________________
 DQ1183  GEOID HEIGHT    -        -27.601 (meters)                     GEOID18
 DQ1183  NAD 83(2011) X  -   -359,106.784 (meters)                     COMP
 DQ1183  NAD 83(2011) Y  - -4,342,737.263 (meters)                     COMP
 DQ1183  NAD 83(2011) Z  -  4,642,444.249 (meters)                     COMP
 DQ1183  LAPLACE CORR    -         -2.28  (seconds)                    DEFLEC18
 DQ1183  DYNAMIC HEIGHT  -        437.144 (meters)     1434.20  (feet) COMP
 DQ1183  MODELED GRAVITY -    980,676.5   (mgal)                       NAVD 88
 DQ1183
 DQ1183  VERT ORDER      -  SECOND    CLASS I
 DQ1183
 DQ1183  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DQ1183  Standards:
 DQ1183         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DQ1183            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DQ1183  -------------------------------------------------------------------
 DQ1183  NETWORK    0.75   1.37           0.34   0.26   0.70     -0.02043029
 DQ1183  -------------------------------------------------------------------
 DQ1183  Click here for local accuracies and other accuracy information.
 DQ1183
 DQ1183.The horizontal coordinates were established by GPS observations
 DQ1183.and adjusted by the MN DEPT OF TRANSP in May 2018.
 DQ1183
 DQ1183.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DQ1183.been affixed to the stable North American tectonic plate. See 
 DQ1183.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DQ1183
 DQ1183.The horizontal coordinates are valid at the epoch date displayed above
 DQ1183.which is a decimal equivalence of Year/Month/Day.
 DQ1183
 DQ1183.The orthometric height was determined by differential leveling and
 DQ1183.adjusted by the NATIONAL GEODETIC SURVEY
 DQ1183.in August 2019.
 DQ1183
 DQ1183.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ1183.GEOID18 height accuracy estimate available here.
 DQ1183
 DQ1183.Click photographs - Photos may exist for this station.
 DQ1183
 DQ1183.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DQ1183
 DQ1183.The Laplace correction was computed from DEFLEC18 derived deflections.
 DQ1183
 DQ1183.The ellipsoidal height was determined by GPS observations
 DQ1183.and is referenced to NAD 83.
 DQ1183
 DQ1183.The dynamic height is computed by dividing the NAVD 88
 DQ1183.geopotential number by the normal gravity value computed on the
 DQ1183.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ1183.degrees latitude (g = 980.6199 gals.).
 DQ1183
 DQ1183.The modeled gravity was interpolated from observed gravity values.
 DQ1183
 DQ1183. The following values were computed from the NAD 83(2011) position.
 DQ1183
 DQ1183;                    North         East     Units Scale Factor Converg.
 DQ1183;SPC MN C     -   322,966.667   763,716.866   MT  0.99999048   -0 20 42.5
 DQ1183;SPC MN C     - 1,059,599.81  2,505,627.75   sFT  0.99999048   -0 20 42.5
 DQ1183;UTM  15      - 5,207,168.558   368,709.095   MT  0.99981186   -1 15 48.3
 DQ1183
 DQ1183!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DQ1183!SPC MN C     -   0.99993582  x   0.99999048  =   0.99992630
 DQ1183!UTM  15      -   0.99993582  x   0.99981186  =   0.99974769
 DQ1183
 DQ1183_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUN6870907168(NAD 83)
 DQ1183
 DQ1183                          SUPERSEDED SURVEY CONTROL
 DQ1183
 DQ1183  NAVD 88 (05/02/18)  437.098  (m)         1434.05   (f) SUPERSEDED  2 1
 DQ1183
 DQ1183.Superseded values are not recommended for survey control.
 DQ1183
 DQ1183.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DQ1183.See file dsdata.pdf to determine how the superseded data were derived.
 DQ1183
 DQ1183_MARKER: I = METAL ROD
 DQ1183_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DQ1183_STAMPING: 2902 C RESET 2014
 DQ1183_MARK LOGO: MNDT
 DQ1183_PROJECTION: RECESSED 8 CENTIMETERS
 DQ1183_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DQ1183_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ1183_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ1183+SATELLITE: SATELLITE OBSERVATIONS - May 31, 2017
 DQ1183_ROD/PIPE-DEPTH: 18.3 meters
 DQ1183
 DQ1183  HISTORY     - Date     Condition        Report By
 DQ1183  HISTORY     - 20140811 MONUMENTED       MNDT
 DQ1183  HISTORY     - 20170531 GOOD             MNDT
 DQ1183
 DQ1183                          STATION DESCRIPTION
 DQ1183
 DQ1183'DESCRIBED BY MN DEPT OF TRANSP 2014
 DQ1183'THE STATION IS LOCATED ABOUT 9.4 MI (15.1 KM) SOUTHWEST OF WALKER, 6.0
 DQ1183'MI (9.7 KM) EAST-NORTHEAST OF NEVIS AND IN THE TOWN OF AKELEY, MN.
 DQ1183'
 DQ1183'TO REACH THE MARK GO 0.05 MI (0.1 KM) NORTH ALONG MARIE AVENUE  FROM
 DQ1183'THE JUNCTION OF MARIE AVENUE/ TRUNK HIGHWAY 64 AND TRUNK HIGHWAY 34 IN
 DQ1183'AKELEY, AT TRUNK HIGHWAY 64 MILE POINT 47.8.
 DQ1183'
 DQ1183'THE MARK IS LOCATED 44.0 FT (13.4 M) NORTH OF MILLING STREET, 15.0 FT
 DQ1183'(4.6 M) WEST OF MARIE AVENUE EXTENDED, 31.0 FT (9.4 M) WEST OF POWER
 DQ1183'POLE, 46.0 FT (14.0 M) SOUTH OF STATE TRAIL, 3.1 FT (0.9 M) SOUTH OF A
 DQ1183'WITNESS POST.
 DQ1183
 DQ1183                          STATION RECOVERY (2017)
 DQ1183
 DQ1183'RECOVERY NOTE BY MN DEPT OF TRANSP 2017 (JRA)
 DQ1183'IN AKELEY, 0.05 MILE NORTH ALONG MARIE AVENUE FROM THE JUNCTION OF
 DQ1183'TRUNK HIGHWAY 64 (MARIE AVENUE) AND TRUNK HIGHWAY 34 IN AKELEY TO
 DQ1183'TRUNK HIGHWAY 64 MILEPOINT 47.8, THEN 44.0 FEET NORTH OF MILL STREET,
 DQ1183'15.0 FEET WEST OF MARIE AVENUE EXTENDED, 31.0 FEET WEST OF A POWER
 DQ1183'POLE, 46.0 FEET SOUTH OF STATE TRAIL, 3.1 FEET SOUTH OF A WITNESS
 DQ1183'POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DE6942 ***********************************************************************
 DE6942  DESIGNATION -  2902 E
 DE6942  PID         -  DE6942
 DE6942  STATE/COUNTY-  MN/HUBBARD
 DE6942  COUNTRY     -  US
 DE6942  USGS QUAD   -  NEVIS (2019)
 DE6942
 DE6942                         *CURRENT SURVEY CONTROL
 DE6942  ______________________________________________________________________
 DE6942* NAD 83(2011) POSITION- 46 59 45.41607(N) 094 46 37.00053(W)   ADJUSTED
 DE6942* NAD 83(2011) ELLIP HT-   421.113 (meters)        (06/27/12)   ADJUSTED
 DE6942* NAD 83(2011) EPOCH   -  2010.00
 DE6942* NAVD 88 ORTHO HEIGHT -   448.686 (meters)     1472.06  (feet) ADJUSTED
 DE6942  ______________________________________________________________________
 DE6942  GEOID HEIGHT    -        -27.565 (meters)                     GEOID18
 DE6942  NAD 83(2011) X  -   -362,945.875 (meters)                     COMP
 DE6942  NAD 83(2011) Y  - -4,343,165.505 (meters)                     COMP
 DE6942  NAD 83(2011) Z  -  4,641,765.592 (meters)                     COMP
 DE6942  LAPLACE CORR    -         -2.33  (seconds)                    DEFLEC18
 DE6942  DYNAMIC HEIGHT  -        448.721 (meters)     1472.18  (feet) COMP
 DE6942  MODELED GRAVITY -    980,676.2   (mgal)                       NAVD 88
 DE6942
 DE6942  VERT ORDER      -  SECOND    CLASS I
 DE6942
 DE6942  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DE6942  Standards:
 DE6942         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DE6942            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DE6942  -------------------------------------------------------------------
 DE6942  NETWORK    0.65   0.59           0.30   0.22   0.30      0.03742198
 DE6942  -------------------------------------------------------------------
 DE6942  Click here for local accuracies and other accuracy information.
 DE6942
 DE6942.The horizontal coordinates were established by GPS observations
 DE6942.and adjusted by the National Geodetic Survey in June 2012.
 DE6942
 DE6942.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DE6942.been affixed to the stable North American tectonic plate. See 
 DE6942.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DE6942
 DE6942.The horizontal coordinates are valid at the epoch date displayed above
 DE6942.which is a decimal equivalence of Year/Month/Day.
 DE6942
 DE6942.The orthometric height was determined by differential leveling and
 DE6942.adjusted by the NATIONAL GEODETIC SURVEY
 DE6942.in February 2020.
 DE6942
 DE6942.Significant digits in the geoid height do not necessarily reflect accuracy.
 DE6942.GEOID18 height accuracy estimate available here.
 DE6942
 DE6942.Click photographs - Photos may exist for this station.
 DE6942
 DE6942.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DE6942
 DE6942.The Laplace correction was computed from DEFLEC18 derived deflections.
 DE6942
 DE6942.The ellipsoidal height was determined by GPS observations
 DE6942.and is referenced to NAD 83.
 DE6942
 DE6942.The dynamic height is computed by dividing the NAVD 88
 DE6942.geopotential number by the normal gravity value computed on the
 DE6942.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE6942.degrees latitude (g = 980.6199 gals.).
 DE6942
 DE6942.The modeled gravity was interpolated from observed gravity values.
 DE6942
 DE6942. The following values were computed from the NAD 83(2011) position.
 DE6942
 DE6942;                    North         East     Units Scale Factor Converg.
 DE6942;SPC MN C     -   321,983.221   759,920.425   MT  0.99998863   -0 22 52.3
 DE6942;SPC MN C     - 1,056,373.28  2,493,172.26   sFT  0.99998863   -0 22 52.3
 DE6942;UTM  15      - 5,206,246.247   364,898.033   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  =   0.99992263
 DE6942!UTM  15      -   0.99993399  x   0.99982433  =   0.99975834
 DE6942
 DE6942_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUN6489806246(NAD 83)
 DE6942
 DE6942                          SUPERSEDED SURVEY CONTROL
 DE6942
 DE6942  NAD 83(2007)-  46 59 45.41598(N)    094 46 37.00132(W) AD(2002.00) 0
 DE6942  ELLIP H (02/10/07)  421.144  (m)                       GP(2002.00)    
 DE6942  NAD 83(1996)-  46 59 45.41572(N)    094 46 37.00059(W) AD(       ) 1
 DE6942  ELLIP H (08/23/02)  421.157  (m)                       GP(       ) 4 1
 DE6942  NAVD 88 (08/26/19)  448.688  (m)         1472.07   (f) SUPERSEDED  2 1
 DE6942  NAVD 88 (05/01/08)  448.671  (m)         1472.01   (f) SUPERSEDED  2 1
 DE6942  NAVD 88             448.69   (m)         1472.1    (f) LEVELING    3  
 DE6942
 DE6942.Superseded values are not recommended for survey control.
 DE6942
 DE6942.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE6942.See file dsdata.pdf to determine how the superseded data were derived.
 DE6942
 DE6942_MARKER: DD = SURVEY DISK
 DE6942_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DE6942_STAMPING: 2902 E 1999
 DE6942_MARK LOGO: MNDT
 DE6942_PROJECTION: FLUSH
 DE6942_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DE6942_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DE6942_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE6942+SATELLITE: SATELLITE OBSERVATIONS - May 31, 2017
 DE6942_ROD/PIPE-DEPTH: 16.8 meters
 DE6942
 DE6942  HISTORY     - Date     Condition        Report By
 DE6942  HISTORY     - 1999     MONUMENTED       MNDT
 DE6942  HISTORY     - 20140811 GOOD             MNDT
 DE6942  HISTORY     - 20170531 GOOD             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.
 DE6942
 DE6942                          STATION RECOVERY (2014)
 DE6942
 DE6942'RECOVERY NOTE BY MN DEPT OF TRANSP 2014 (KMS)
 DE6942'RECOVERED AS DESCRIBED.
 DE6942
 DE6942                          STATION RECOVERY (2017)
 DE6942
 DE6942'RECOVERY NOTE BY MN DEPT OF TRANSP 2017 (ZLZ)
 DE6942'2.45 MILES WEST OF AKELEY, 2.45 MILES WEST-SOUTHWEST ALONG TRUNK
 DE6942'HIGHWAY 34 FROM THE JUNCTION OF TRUNK HIGHWAY 34 AND TRUNK HIGHWAY 64
 DE6942'IN AKELEY, AT TRUNK HIGHWAY 34 MILEPOINT 90.45, 70.5 FEET
 DE6942'SOUTH-SOUTHEAST OF TRUNK HIGHWAY 34, 14 FEET WEST-SOUTHWEST OF A
 DE6942'DRIVEWAY NUMBER 28235, 46.6 FEET WEST-SOUTHWEST OF A POWER POLE, 2.1
 DE6942'FEET NORTH-NORTHWEST OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DQ1189 ***********************************************************************
 DQ1189  DESIGNATION -  2902 F RESET
 DQ1189  PID         -  DQ1189
 DQ1189  STATE/COUNTY-  MN/HUBBARD
 DQ1189  COUNTRY     -  US
 DQ1189  USGS QUAD   -  NEVIS (2019)
 DQ1189
 DQ1189                         *CURRENT SURVEY CONTROL
 DQ1189  ______________________________________________________________________
 DQ1189* NAD 83(2011) POSITION- 46 59 07.83629(N) 094 47 36.09247(W)   ADJUSTED
 DQ1189* NAD 83(2011) ELLIP HT-   414.133 (meters)        (05/01/18)   ADJUSTED
 DQ1189* NAD 83(2011) EPOCH   -  2010.00
 DQ1189* NAVD 88 ORTHO HEIGHT -   441.692 (meters)     1449.12  (feet) ADJUSTED
 DQ1189  ______________________________________________________________________
 DQ1189  GEOID HEIGHT    -        -27.559 (meters)                     GEOID18
 DQ1189  NAD 83(2011) X  -   -364,260.633 (meters)                     COMP
 DQ1189  NAD 83(2011) Y  - -4,343,902.293 (meters)                     COMP
 DQ1189  NAD 83(2011) Z  -  4,640,968.846 (meters)                     COMP
 DQ1189  LAPLACE CORR    -         -2.42  (seconds)                    DEFLEC18
 DQ1189  DYNAMIC HEIGHT  -        441.723 (meters)     1449.22  (feet) COMP
 DQ1189  MODELED GRAVITY -    980,670.2   (mgal)                       NAVD 88
 DQ1189
 DQ1189  VERT ORDER      -  SECOND    CLASS I
 DQ1189
 DQ1189  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DQ1189  Standards:
 DQ1189         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DQ1189            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DQ1189  -------------------------------------------------------------------
 DQ1189  NETWORK    0.95   1.61           0.44   0.32   0.82      0.06486043
 DQ1189  -------------------------------------------------------------------
 DQ1189  Click here for local accuracies and other accuracy information.
 DQ1189
 DQ1189.The horizontal coordinates were established by GPS observations
 DQ1189.and adjusted by the MN DEPT OF TRANSP in May 2018.
 DQ1189
 DQ1189.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DQ1189.been affixed to the stable North American tectonic plate. See 
 DQ1189.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DQ1189
 DQ1189.The horizontal coordinates are valid at the epoch date displayed above
 DQ1189.which is a decimal equivalence of Year/Month/Day.
 DQ1189
 DQ1189.The orthometric height was determined by differential leveling and
 DQ1189.adjusted by the NATIONAL GEODETIC SURVEY
 DQ1189.in February 2020.
 DQ1189
 DQ1189.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ1189.GEOID18 height accuracy estimate available here.
 DQ1189
 DQ1189.Click photographs - Photos may exist for this station.
 DQ1189
 DQ1189.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DQ1189
 DQ1189.The Laplace correction was computed from DEFLEC18 derived deflections.
 DQ1189
 DQ1189.The ellipsoidal height was determined by GPS observations
 DQ1189.and is referenced to NAD 83.
 DQ1189
 DQ1189.The dynamic height is computed by dividing the NAVD 88
 DQ1189.geopotential number by the normal gravity value computed on the
 DQ1189.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ1189.degrees latitude (g = 980.6199 gals.).
 DQ1189
 DQ1189.The modeled gravity was interpolated from observed gravity values.
 DQ1189
 DQ1189. The following values were computed from the NAD 83(2011) position.
 DQ1189
 DQ1189;                    North         East     Units Scale Factor Converg.
 DQ1189;SPC MN C     -   320,831.207   758,663.997   MT  0.99998654   -0 23 35.0
 DQ1189;SPC MN C     - 1,052,593.72  2,489,050.13   sFT  0.99998654   -0 23 35.0
 DQ1189;UTM  15      - 5,205,114.702   363,623.505   MT  0.99982859   -1 18 41.3
 DQ1189
 DQ1189!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DQ1189!SPC MN C     -   0.99993509  x   0.99998654  =   0.99992163
 DQ1189!UTM  15      -   0.99993509  x   0.99982859  =   0.99976369
 DQ1189
 DQ1189_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUN6362305114(NAD 83)
 DQ1189
 DQ1189                          SUPERSEDED SURVEY CONTROL
 DQ1189
 DQ1189  NAVD 88 (08/26/19)  441.693  (m)         1449.12   (f) SUPERSEDED  2 1
 DQ1189  NAVD 88 (05/02/18)  441.675  (m)         1449.06   (f) SUPERSEDED  2 1
 DQ1189
 DQ1189.Superseded values are not recommended for survey control.
 DQ1189
 DQ1189.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DQ1189.See file dsdata.pdf to determine how the superseded data were derived.
 DQ1189
 DQ1189_MARKER: I = METAL ROD
 DQ1189_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DQ1189_STAMPING: 2902 F 1999 2014
 DQ1189_MARK LOGO: MNDT
 DQ1189_PROJECTION: RECESSED 10 CENTIMETERS
 DQ1189_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DQ1189_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ1189_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ1189+SATELLITE: SATELLITE OBSERVATIONS - May 31, 2017
 DQ1189_ROD/PIPE-DEPTH: 19.8 meters
 DQ1189
 DQ1189  HISTORY     - Date     Condition        Report By
 DQ1189  HISTORY     - 20140811 MONUMENTED       MNDT
 DQ1189  HISTORY     - 20170531 GOOD             MNDT
 DQ1189
 DQ1189                          STATION DESCRIPTION
 DQ1189
 DQ1189'DESCRIBED BY MN DEPT OF TRANSP 2014
 DQ1189'THE STATION IS LOCATED ABOUT 7.8 MI (12.6 KM) EAST-NORTHEAST OF
 DQ1189'DORSET, 3.4 MI (5.5 KM) WEST-SOUTHWEST OF AKELEY AND 2.6 MI (4.2 KM)
 DQ1189'EAST-NORTHEAST OF NEVIS.
 DQ1189'
 DQ1189'TO REACH THE MARK GO 3.55 MI (5.7 KM) SOUTHWEST ALONG TRUNK HIGHWAY 34
 DQ1189'FROM THE JUNCTION OF TRUNK HIGHWAY 34 AND TRUNK HIGHWAY 64 IN AKELEY,
 DQ1189'AT TRUNK HIGHWAY 34 MILE POINT 89.35.
 DQ1189'
 DQ1189'THE MARK IS LOCATED 97.0 FT (29.6 M) NORTHWEST OF TRUNK HIGHWAY 34,
 DQ1189'17.5 FT (5.3 M) SOUTHEAST OF STATE TRAIL, 122.6 FT (37.4 M) WEST OF
 DQ1189'CABLE MARKER, 2.5 FT (0.8 M) SOUTHWEST OF A WITNESS POST.
 DQ1189'
 DQ1189'NOTE - THE STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM
 DQ1189'ROD DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION REMOVABLE
 DQ1189'DISK SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH
 DQ1189'PVC PIPE BACK FILLED WITH WASHED SAND.
 DQ1189
 DQ1189                          STATION RECOVERY (2017)
 DQ1189
 DQ1189'RECOVERY NOTE BY MN DEPT OF TRANSP 2017 (ZLZ)
 DQ1189'3.55 MILES SOUTHWEST OF AKELEY, 3.55 MILES SOUTHWEST ALONG TRUNK
 DQ1189'HIGHWAY 34 FROM THE JUNCTION OF TRUNK HIGHWAY 34 AND TRUNK HIGHWAY 64
 DQ1189'IN AKELEY, AT TRUNK HIGHWAY 34 MILEPOINT 89.35, 97.0 FEET NORTHWEST OF
 DQ1189'TRUNK HIGHWAY 34, 17.5 FEET SOUTHEAST OF STATE TRAIL, 122.6 FEET WEST
 DQ1189'OF CABLE MARKER, 2.5 FEET SOUTHWEST OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DQ1193 ***********************************************************************
 DQ1193  DESIGNATION -  2902 G RESET
 DQ1193  PID         -  DQ1193
 DQ1193  STATE/COUNTY-  MN/HUBBARD
 DQ1193  COUNTRY     -  US
 DQ1193  USGS QUAD   -  NEVIS (2019)
 DQ1193
 DQ1193                         *CURRENT SURVEY CONTROL
 DQ1193  ______________________________________________________________________
 DQ1193* NAD 83(2011) POSITION- 46 58 14.00441(N) 094 49 40.38861(W)   ADJUSTED
 DQ1193* NAD 83(2011) ELLIP HT-   414.728 (meters)        (05/01/18)   ADJUSTED
 DQ1193* NAD 83(2011) EPOCH   -  2010.00
 DQ1193* NAVD 88 ORTHO HEIGHT -   442.286 (meters)     1451.07  (feet) ADJUSTED
 DQ1193  ______________________________________________________________________
 DQ1193  GEOID HEIGHT    -        -27.541 (meters)                     GEOID18
 DQ1193  NAD 83(2011) X  -   -366,980.550 (meters)                     COMP
 DQ1193  NAD 83(2011) Y  - -4,344,893.512 (meters)                     COMP
 DQ1193  NAD 83(2011) Z  -  4,639,835.011 (meters)                     COMP
 DQ1193  LAPLACE CORR    -         -2.62  (seconds)                    DEFLEC18
 DQ1193  DYNAMIC HEIGHT  -        442.315 (meters)     1451.16  (feet) COMP
 DQ1193  MODELED GRAVITY -    980,665.6   (mgal)                       NAVD 88
 DQ1193
 DQ1193  VERT ORDER      -  SECOND    CLASS I
 DQ1193
 DQ1193  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DQ1193  Standards:
 DQ1193         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DQ1193            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DQ1193  -------------------------------------------------------------------
 DQ1193  NETWORK    1.00   1.49           0.46   0.33   0.76     -0.11712836
 DQ1193  -------------------------------------------------------------------
 DQ1193  Click here for local accuracies and other accuracy information.
 DQ1193
 DQ1193.The horizontal coordinates were established by GPS observations
 DQ1193.and adjusted by the MN DEPT OF TRANSP in May 2018.
 DQ1193
 DQ1193.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DQ1193.been affixed to the stable North American tectonic plate. See 
 DQ1193.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DQ1193
 DQ1193.The horizontal coordinates are valid at the epoch date displayed above
 DQ1193.which is a decimal equivalence of Year/Month/Day.
 DQ1193
 DQ1193.The orthometric height was determined by differential leveling and
 DQ1193.adjusted by the NATIONAL GEODETIC SURVEY
 DQ1193.in February 2020.
 DQ1193
 DQ1193.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ1193.GEOID18 height accuracy estimate available here.
 DQ1193
 DQ1193.Click photographs - Photos may exist for this station.
 DQ1193
 DQ1193.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DQ1193
 DQ1193.The Laplace correction was computed from DEFLEC18 derived deflections.
 DQ1193
 DQ1193.The ellipsoidal height was determined by GPS observations
 DQ1193.and is referenced to NAD 83.
 DQ1193
 DQ1193.The dynamic height is computed by dividing the NAVD 88
 DQ1193.geopotential number by the normal gravity value computed on the
 DQ1193.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ1193.degrees latitude (g = 980.6199 gals.).
 DQ1193
 DQ1193.The modeled gravity was interpolated from observed gravity values.
 DQ1193
 DQ1193. The following values were computed from the NAD 83(2011) position.
 DQ1193
 DQ1193;                    North         East     Units Scale Factor Converg.
 DQ1193;SPC MN C     -   319,187.503   756,025.297   MT  0.99998360   -0 25 04.9
 DQ1193;SPC MN C     - 1,047,201.00  2,480,393.00   sFT  0.99998360   -0 25 04.9
 DQ1193;UTM  15      - 5,203,513.747   360,959.203   MT  0.99983761   -1 20 11.1
 DQ1193
 DQ1193!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DQ1193!SPC MN C     -   0.99993500  x   0.99998360  =   0.99991860
 DQ1193!UTM  15      -   0.99993500  x   0.99983761  =   0.99977262
 DQ1193
 DQ1193_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUN6095903513(NAD 83)
 DQ1193
 DQ1193                          SUPERSEDED SURVEY CONTROL
 DQ1193
 DQ1193  NAVD 88 (08/26/19)  442.287  (m)         1451.07   (f) SUPERSEDED  2 1
 DQ1193  NAVD 88 (05/02/18)  442.268  (m)         1451.01   (f) SUPERSEDED  2 1
 DQ1193
 DQ1193.Superseded values are not recommended for survey control.
 DQ1193
 DQ1193.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DQ1193.See file dsdata.pdf to determine how the superseded data were derived.
 DQ1193
 DQ1193_MARKER: I = METAL ROD
 DQ1193_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DQ1193_STAMPING: 2902 G RESET 2014
 DQ1193_MARK LOGO: MNDT
 DQ1193_PROJECTION: RECESSED 8 CENTIMETERS
 DQ1193_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DQ1193_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ1193_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ1193+SATELLITE: SATELLITE OBSERVATIONS - May 31, 2017
 DQ1193_ROD/PIPE-DEPTH: 24.4 meters
 DQ1193
 DQ1193  HISTORY     - Date     Condition        Report By
 DQ1193  HISTORY     - 20140812 MONUMENTED       MNDT
 DQ1193  HISTORY     - 20170531 GOOD             MNDT
 DQ1193
 DQ1193                          STATION DESCRIPTION
 DQ1193
 DQ1193'DESCRIBED BY MN DEPT OF TRANSP 2014
 DQ1193'THE STATION IS LOCATED ABOUT 6.0 MI (9.7 KM) EAST OF DORSET, 5.3 MI
 DQ1193'(8.5 KM) WEST-SOUTHWEST OF AKELEY AND 0.6 MI (1.0 KM) NORTHEAST OF
 DQ1193'NEVIS.
 DQ1193'
 DQ1193'TO REACH THE MARK GO 1.0 MI (1.6 KM) NORTHEAST ALONG TRUNK HIGHWAY 34
 DQ1193'FROM THE JUNCTION OF TRUNK HIGHWAY 34 AND COUNTY ROAD 13 IN NEVIS, AT
 DQ1193'TRUNK HIGHWAY 34 MILE POINT 87.45.
 DQ1193'
 DQ1193'THE MARK IS LOCATED 79.0 FT (24.1 M) SOUTHEAST OF TRUNK HIGHWAY 34,
 DQ1193'160.0 FT (48.8 M) SOUTHWEST OF DRIVEWAY NUMBER 26111, 2.4 FT (0.7 M)
 DQ1193'NORTHWEST OF A FENCE LINE, 1.9 FT (0.6 M) NORTHWEST OF A WITNESS POST.
 DQ1193'NOTE - THE STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM
 DQ1193'ROD DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION REMOVABLE
 DQ1193'DISK SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH
 DQ1193'PVC PIPE BACK FILLED WITH WASHED SAND.
 DQ1193
 DQ1193                          STATION RECOVERY (2017)
 DQ1193
 DQ1193'RECOVERY NOTE BY MN DEPT OF TRANSP 2017 (JRA)
 DQ1193'1.0 MILE NORTHEAST OF NEVIS, 1.0 MILE NORTHEAST ALONG TRUNK HIGHWAY 34
 DQ1193'FROM THE JUNCTION OF TRUNK HIGHWAY 34 AND COUNTY ROAD 13 IN NEVIS, AT
 DQ1193'TRUNK HIGHWAY 34 MILEPOINT 87.45, 79.0 FEET SOUTHEAST OF TRUNK HIGHWAY
 DQ1193'34, 160.0 FEET SOUTHWEST OF A DRIVEWAY NUMBER 26111, 2.4 FEET
 DQ1193'NORTHWEST OF A FENCE LINE, 1.9 FEET NORTHWEST OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DE6945 ***********************************************************************
 DE6945  DESIGNATION -  2902 H
 DE6945  PID         -  DE6945
 DE6945  STATE/COUNTY-  MN/HUBBARD
 DE6945  COUNTRY     -  US
 DE6945  USGS QUAD   -  NEVIS (2019)
 DE6945
 DE6945                         *CURRENT SURVEY CONTROL
 DE6945  ______________________________________________________________________
 DE6945* NAD 83(2011) POSITION- 46 57 34.51942(N) 094 50 32.30745(W)   ADJUSTED
 DE6945* NAD 83(2011) ELLIP HT-   410.572 (meters)        (06/27/12)   ADJUSTED
 DE6945* NAD 83(2011) EPOCH   -  2010.00
 DE6945* NAVD 88 ORTHO HEIGHT -   438.126 (meters)     1437.42  (feet) ADJUSTED
 DE6945  ______________________________________________________________________
 DE6945  GEOID HEIGHT    -        -27.533 (meters)                     GEOID18
 DE6945  NAD 83(2011) X  -   -368,149.189 (meters)                     COMP
 DE6945  NAD 83(2011) Y  - -4,345,686.299 (meters)                     COMP
 DE6945  NAD 83(2011) Z  -  4,638,999.802 (meters)                     COMP
 DE6945  LAPLACE CORR    -         -2.87  (seconds)                    DEFLEC18
 DE6945  DYNAMIC HEIGHT  -        438.155 (meters)     1437.51  (feet) COMP
 DE6945  MODELED GRAVITY -    980,664.7   (mgal)                       NAVD 88
 DE6945
 DE6945  VERT ORDER      -  SECOND    CLASS I
 DE6945
 DE6945  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DE6945  Standards:
 DE6945         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DE6945            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DE6945  -------------------------------------------------------------------
 DE6945  NETWORK    0.72   0.61           0.34   0.23   0.31     -0.04464299
 DE6945  -------------------------------------------------------------------
 DE6945  Click here for local accuracies and other accuracy information.
 DE6945
 DE6945.The horizontal coordinates were established by GPS observations
 DE6945.and adjusted by the National Geodetic Survey in June 2012.
 DE6945
 DE6945.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DE6945.been affixed to the stable North American tectonic plate. See 
 DE6945.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DE6945
 DE6945.The horizontal coordinates are valid at the epoch date displayed above
 DE6945.which is a decimal equivalence of Year/Month/Day.
 DE6945
 DE6945.The orthometric height was determined by differential leveling and
 DE6945.adjusted by the NATIONAL GEODETIC SURVEY
 DE6945.in February 2020.
 DE6945
 DE6945.Significant digits in the geoid height do not necessarily reflect accuracy.
 DE6945.GEOID18 height accuracy estimate available here.
 DE6945
 DE6945.Click photographs - Photos may exist for this station.
 DE6945
 DE6945.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DE6945
 DE6945.The Laplace correction was computed from DEFLEC18 derived deflections.
 DE6945
 DE6945.The ellipsoidal height was determined by GPS observations
 DE6945.and is referenced to NAD 83.
 DE6945
 DE6945.The dynamic height is computed by dividing the NAVD 88
 DE6945.geopotential number by the normal gravity value computed on the
 DE6945.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE6945.degrees latitude (g = 980.6199 gals.).
 DE6945
 DE6945.The modeled gravity was interpolated from observed gravity values.
 DE6945
 DE6945. The following values were computed from the NAD 83(2011) position.
 DE6945
 DE6945;                    North         East     Units Scale Factor Converg.
 DE6945;SPC MN C     -   317,976.345   754,918.752   MT  0.99998149   -0 25 42.5
 DE6945;SPC MN C     - 1,043,227.39  2,476,762.61   sFT  0.99998149   -0 25 42.5
 DE6945;UTM  15      - 5,202,320.650   359,833.551   MT  0.99984147   -1 20 48.2
 DE6945
 DE6945!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE6945!SPC MN C     -   0.99993565  x   0.99998149  =   0.99991714
 DE6945!UTM  15      -   0.99993565  x   0.99984147  =   0.99977713
 DE6945
 DE6945_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUN5983302320(NAD 83)
 DE6945
 DE6945                          SUPERSEDED SURVEY CONTROL
 DE6945
 DE6945  NAD 83(2007)-  46 57 34.51932(N)    094 50 32.30824(W) AD(2002.00) 0
 DE6945  ELLIP H (02/10/07)  410.601  (m)                       GP(2002.00)    
 DE6945  NAD 83(1996)-  46 57 34.51910(N)    094 50 32.30769(W) AD(       ) 1
 DE6945  ELLIP H (08/23/02)  410.609  (m)                       GP(       ) 4 1
 DE6945  NAVD 88 (08/26/19)  438.128  (m)         1437.42   (f) SUPERSEDED  2 1
 DE6945  NAVD 88 (05/01/08)  438.110  (m)         1437.37   (f) SUPERSEDED  2 1
 DE6945  NAVD 88             438.12   (m)         1437.4    (f) LEVELING    3  
 DE6945
 DE6945.Superseded values are not recommended for survey control.
 DE6945
 DE6945.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE6945.See file dsdata.pdf to determine how the superseded data were derived.
 DE6945
 DE6945_MARKER: DD = SURVEY DISK
 DE6945_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DE6945_STAMPING: 2902 H 1999
 DE6945_MARK LOGO: MNDT
 DE6945_PROJECTION: RECESSED 5 CENTIMETERS
 DE6945_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DE6945_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DE6945_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE6945+SATELLITE: SATELLITE OBSERVATIONS - May 31, 2017
 DE6945_ROD/PIPE-DEPTH: 30.4 meters
 DE6945
 DE6945  HISTORY     - Date     Condition        Report By
 DE6945  HISTORY     - 1999     MONUMENTED       MNDT
 DE6945  HISTORY     - 20140812 GOOD             MNDT
 DE6945  HISTORY     - 20170531 GOOD             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.
 DE6945
 DE6945                          STATION RECOVERY (2014)
 DE6945
 DE6945'RECOVERY NOTE BY MN DEPT OF TRANSP 2014 (KMS)
 DE6945'RECOVERED AS DESCRIBED.
 DE6945
 DE6945                          STATION RECOVERY (2017)
 DE6945
 DE6945'RECOVERY NOTE BY MN DEPT OF TRANSP 2017 (ZLZ)
 DE6945'IN NEVIS, AT TRUNK HIGHWAY 34 MILEPOINT 86.40, 102.5 FEET SOUTHEAST OF
 DE6945'TRUNK HIGHWAY 34, SOUTHWEST CORNER COUNTY ROAD 13 AND TRUNK HIGHWAY
 DE6945'34, 26 FEET WEST OF COUNTY ROAD 13, 8.4 FEET SOUTH OF A POWER POLE
 DE6945'NUMBER 40 WITH TWO GUIDE WIRES, 2.4 FEET SOUTH OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DE6946 ***********************************************************************
 DE6946  DESIGNATION -  2902 J
 DE6946  PID         -  DE6946
 DE6946  STATE/COUNTY-  MN/HUBBARD
 DE6946  COUNTRY     -  US
 DE6946  USGS QUAD   -  NEVIS (2019)
 DE6946
 DE6946                         *CURRENT SURVEY CONTROL
 DE6946  ______________________________________________________________________
 DE6946* NAD 83(2011) POSITION- 46 56 26.48214(N) 094 51 44.67740(W)   ADJUSTED
 DE6946* NAD 83(2011) ELLIP HT-   415.253 (meters)        (06/27/12)   ADJUSTED
 DE6946* NAD 83(2011) EPOCH   -  2010.00
 DE6946* NAVD 88 ORTHO HEIGHT -   442.792 (meters)     1452.73  (feet) ADJUSTED
 DE6946  ______________________________________________________________________
 DE6946  GEOID HEIGHT    -        -27.519 (meters)                     GEOID18
 DE6946  NAD 83(2011) X  -   -369,804.311 (meters)                     COMP
 DE6946  NAD 83(2011) Y  - -4,347,089.967 (meters)                     COMP
 DE6946  NAD 83(2011) Z  -  4,637,568.896 (meters)                     COMP
 DE6946  LAPLACE CORR    -         -3.14  (seconds)                    DEFLEC18
 DE6946  DYNAMIC HEIGHT  -        442.820 (meters)     1452.82  (feet) COMP
 DE6946  MODELED GRAVITY -    980,663.9   (mgal)                       NAVD 88
 DE6946
 DE6946  VERT ORDER      -  SECOND    CLASS I
 DE6946
 DE6946  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DE6946  Standards:
 DE6946         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DE6946            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DE6946  -------------------------------------------------------------------
 DE6946  NETWORK    0.64   0.45           0.29   0.22   0.23      0.08342704
 DE6946  -------------------------------------------------------------------
 DE6946  Click here for local accuracies and other accuracy information.
 DE6946
 DE6946.The horizontal coordinates were established by GPS observations
 DE6946.and adjusted by the National Geodetic Survey in June 2012.
 DE6946
 DE6946.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DE6946.been affixed to the stable North American tectonic plate. See 
 DE6946.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DE6946
 DE6946.The horizontal coordinates are valid at the epoch date displayed above
 DE6946.which is a decimal equivalence of Year/Month/Day.
 DE6946
 DE6946.The orthometric height was determined by differential leveling and
 DE6946.adjusted by the NATIONAL GEODETIC SURVEY
 DE6946.in February 2020.
 DE6946
 DE6946.Significant digits in the geoid height do not necessarily reflect accuracy.
 DE6946.GEOID18 height accuracy estimate available here.
 DE6946
 DE6946.Click photographs - Photos may exist for this station.
 DE6946
 DE6946.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DE6946
 DE6946.The Laplace correction was computed from DEFLEC18 derived deflections.
 DE6946
 DE6946.The ellipsoidal height was determined by GPS observations
 DE6946.and is referenced to NAD 83.
 DE6946
 DE6946.The dynamic height is computed by dividing the NAVD 88
 DE6946.geopotential number by the normal gravity value computed on the
 DE6946.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE6946.degrees latitude (g = 980.6199 gals.).
 DE6946
 DE6946.The modeled gravity was interpolated from observed gravity values.
 DE6946
 DE6946. The following values were computed from the NAD 83(2011) position.
 DE6946
 DE6946;                    North         East     Units Scale Factor Converg.
 DE6946;SPC MN C     -   315,887.060   753,372.492   MT  0.99997794   -0 26 34.8
 DE6946;SPC MN C     - 1,036,372.80  2,471,689.58   sFT  0.99997794   -0 26 34.8
 DE6946;UTM  15      - 5,200,256.689   358,254.226   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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUN5825400256(NAD 83)
 DE6946
 DE6946                          SUPERSEDED SURVEY CONTROL
 DE6946
 DE6946  NAD 83(2007)-  46 56 26.48203(N)    094 51 44.67816(W) AD(2002.00) 0
 DE6946  ELLIP H (02/10/07)  415.284  (m)                       GP(2002.00)    
 DE6946  NAD 83(1996)-  46 56 26.48183(N)    094 51 44.67764(W) AD(       ) 1
 DE6946  ELLIP H (08/23/02)  415.291  (m)                       GP(       ) 4 1
 DE6946  NAVD 88 (08/26/19)  442.792  (m)         1452.73   (f) SUPERSEDED  2 1
 DE6946  NAVD 88 (05/01/08)  442.771  (m)         1452.66   (f) SUPERSEDED  2 1
 DE6946  NAVD 88             442.78   (m)         1452.7    (f) LEVELING    3  
 DE6946
 DE6946.Superseded values are not recommended for survey control.
 DE6946
 DE6946.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE6946.See file dsdata.pdf to determine how the superseded data were derived.
 DE6946
 DE6946_MARKER: DD = SURVEY DISK
 DE6946_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DE6946_STAMPING: 2902 J 1999
 DE6946_MARK LOGO: MNDT
 DE6946_PROJECTION: FLUSH
 DE6946_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DE6946_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DE6946_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DE6946+SATELLITE: SATELLITE OBSERVATIONS - August 12, 2014
 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  HISTORY     - 20140812 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.
 DE6946
 DE6946                          STATION RECOVERY (2014)
 DE6946
 DE6946'RECOVERY NOTE BY MN DEPT OF TRANSP 2014 (KMS)
 DE6946'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DE6947 ***********************************************************************
 DE6947  DESIGNATION -  2902 K
 DE6947  PID         -  DE6947
 DE6947  STATE/COUNTY-  MN/HUBBARD
 DE6947  COUNTRY     -  US
 DE6947  USGS QUAD   -  DORSET (2019)
 DE6947
 DE6947                         *CURRENT SURVEY CONTROL
 DE6947  ______________________________________________________________________
 DE6947* NAD 83(2011) POSITION- 46 55 47.44478(N) 094 53 54.78419(W)   ADJUSTED
 DE6947* NAD 83(2011) ELLIP HT-   410.680 (meters)        (06/27/12)   ADJUSTED
 DE6947* NAD 83(2011) EPOCH   -  2010.00
 DE6947* NAVD 88 ORTHO HEIGHT -   438.177 (meters)     1437.59  (feet) ADJUSTED
 DE6947  ______________________________________________________________________
 DE6947  GEOID HEIGHT    -        -27.481 (meters)                     GEOID18
 DE6947  NAD 83(2011) X  -   -372,621.219 (meters)                     COMP
 DE6947  NAD 83(2011) Y  - -4,347,730.278 (meters)                     COMP
 DE6947  NAD 83(2011) Z  -  4,636,742.363 (meters)                     COMP
 DE6947  LAPLACE CORR    -         -3.14  (seconds)                    DEFLEC18
 DE6947  DYNAMIC HEIGHT  -        438.204 (meters)     1437.67  (feet) COMP
 DE6947  MODELED GRAVITY -    980,662.6   (mgal)                       NAVD 88
 DE6947
 DE6947  VERT ORDER      -  SECOND    CLASS I
 DE6947
 DE6947  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DE6947  Standards:
 DE6947         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DE6947            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DE6947  -------------------------------------------------------------------
 DE6947  NETWORK    0.58   0.53           0.26   0.21   0.27     -0.00556482
 DE6947  -------------------------------------------------------------------
 DE6947  Click here for local accuracies and other accuracy information.
 DE6947
 DE6947.The horizontal coordinates were established by GPS observations
 DE6947.and adjusted by the National Geodetic Survey in June 2012.
 DE6947
 DE6947.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DE6947.been affixed to the stable North American tectonic plate. See 
 DE6947.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DE6947
 DE6947.The horizontal coordinates are valid at the epoch date displayed above
 DE6947.which is a decimal equivalence of Year/Month/Day.
 DE6947
 DE6947.The orthometric height was determined by differential leveling and
 DE6947.adjusted by the NATIONAL GEODETIC SURVEY
 DE6947.in August 2019.
 DE6947
 DE6947.Significant digits in the geoid height do not necessarily reflect accuracy.
 DE6947.GEOID18 height accuracy estimate available here.
 DE6947
 DE6947.Click photographs - Photos may exist for this station.
 DE6947
 DE6947.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DE6947
 DE6947.The Laplace correction was computed from DEFLEC18 derived deflections.
 DE6947
 DE6947.The ellipsoidal height was determined by GPS observations
 DE6947.and is referenced to NAD 83.
 DE6947
 DE6947.The dynamic height is computed by dividing the NAVD 88
 DE6947.geopotential number by the normal gravity value computed on the
 DE6947.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE6947.degrees latitude (g = 980.6199 gals.).
 DE6947
 DE6947.The modeled gravity was interpolated from observed gravity values.
 DE6947
 DE6947. The following values were computed from the NAD 83(2011) position.
 DE6947
 DE6947;                    North         East     Units Scale Factor Converg.
 DE6947;SPC MN C     -   314,703.541   750,611.006   MT  0.99997596   -0 28 09.0
 DE6947;SPC MN C     - 1,032,489.87  2,462,629.61   sFT  0.99997596   -0 28 09.0
 DE6947;UTM  15      - 5,199,117.707   355,474.481   MT  0.99985673   -1 23 13.8
 DE6947
 DE6947!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE6947!SPC MN C     -   0.99993563  x   0.99997596  =   0.99991159
 DE6947!UTM  15      -   0.99993563  x   0.99985673  =   0.99979237
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUM5547499117(NAD 83)
 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  NAD 83(2007)-  46 55 47.44467(N)    094 53 54.78493(W) AD(2002.00) 0
 DE6947  ELLIP H (02/10/07)  410.711  (m)                       GP(2002.00)    
 DE6947  NAD 83(1996)-  46 55 47.44443(N)    094 53 54.78450(W) AD(       ) 1
 DE6947  ELLIP H (08/23/02)  410.724  (m)                       GP(       ) 4 1
 DE6947  NAVD 88 (05/01/08)  438.155  (m)         1437.51   (f) SUPERSEDED  2 1
 DE6947  NAVD 88             438.16   (m)         1437.5    (f) LEVELING    3  
 DE6947
 DE6947.Superseded values are not recommended for survey control.
 DE6947
 DE6947.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE6947.See file dsdata.pdf to determine how the superseded data were derived.
 DE6947
 DE6947_MARKER: DD = SURVEY DISK
 DE6947_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DE6947_STAMPING: 2902 K 1999
 DE6947_MARK LOGO: MNDT
 DE6947_PROJECTION: RECESSED 5 CENTIMETERS
 DE6947_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DE6947_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DE6947_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE6947+SATELLITE: SATELLITE OBSERVATIONS - May 30, 2017
 DE6947_ROD/PIPE-DEPTH: 10.7 meters
 DE6947
 DE6947  HISTORY     - Date     Condition        Report By
 DE6947  HISTORY     - 1999     MONUMENTED       MNDT
 DE6947  HISTORY     - 20140812 GOOD             MNDT
 DE6947  HISTORY     - 20170530 GOOD             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.
 DE6947
 DE6947                          STATION RECOVERY (2014)
 DE6947
 DE6947'RECOVERY NOTE BY MN DEPT OF TRANSP 2014 (KMS)
 DE6947'RECOVERED AS DESCRIBED.
 DE6947
 DE6947                          STATION RECOVERY (2017)
 DE6947
 DE6947'RECOVERY NOTE BY MN DEPT OF TRANSP 2017 (ZLZ)
 DE6947'2.75 MILES EAST-SOUTHEAST OF DORSET, 2.7 MILES EAST ALONG TRUNK
 DE6947'HIGHWAY 34 FROM THE JUNCTION OF TRUNK HIGHWAY 34 AND TRUNK HIGHWAY
 DE6947'226, JUNCTION IS 1.5 MILES SOUTH OF DORSET, AT TRUNK HIGHWAY 34
 DE6947'MILEPOINT 82.85, 73 FEET NORTH OF TRUNK HIGHWAY 34, 87 FEET SOUTH OF
 DE6947'COUNTY ROAD 80, 58.3 FEET SOUTH-SOUTHWEST OF GUIDE POLE, 2.8 FEET
 DE6947'SOUTH OF A FENCE CORNER, 2.2 FEET SOUTH OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DE6948 ***********************************************************************
 DE6948  DESIGNATION -  2902 L
 DE6948  PID         -  DE6948
 DE6948  STATE/COUNTY-  MN/HUBBARD
 DE6948  COUNTRY     -  US
 DE6948  USGS QUAD   -  DORSET (2019)
 DE6948
 DE6948                         *CURRENT SURVEY CONTROL
 DE6948  ______________________________________________________________________
 DE6948* NAD 83(2011) POSITION- 46 55 48.81769(N) 094 54 48.96135(W)   ADJUSTED
 DE6948* NAD 83(2011) ELLIP HT-   413.493 (meters)        (06/27/12)   ADJUSTED
 DE6948* NAD 83(2011) EPOCH   -  2010.00
 DE6948* NAVD 88 ORTHO HEIGHT -   440.962 (meters)     1446.72  (feet) ADJUSTED
 DE6948  ______________________________________________________________________
 DE6948  GEOID HEIGHT    -        -27.464 (meters)                     GEOID18
 DE6948  NAD 83(2011) X  -   -373,760.685 (meters)                     COMP
 DE6948  NAD 83(2011) Y  - -4,347,603.311 (meters)                     COMP
 DE6948  NAD 83(2011) Z  -  4,636,773.372 (meters)                     COMP
 DE6948  LAPLACE CORR    -         -3.12  (seconds)                    DEFLEC18
 DE6948  DYNAMIC HEIGHT  -        440.989 (meters)     1446.81  (feet) COMP
 DE6948  MODELED GRAVITY -    980,661.9   (mgal)                       NAVD 88
 DE6948
 DE6948  VERT ORDER      -  SECOND    CLASS I
 DE6948
 DE6948  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DE6948  Standards:
 DE6948         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DE6948            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DE6948  -------------------------------------------------------------------
 DE6948  NETWORK    0.63   0.59           0.29   0.21   0.30     -0.04182961
 DE6948  -------------------------------------------------------------------
 DE6948  Click here for local accuracies and other accuracy information.
 DE6948
 DE6948.The horizontal coordinates were established by GPS observations
 DE6948.and adjusted by the National Geodetic Survey in June 2012.
 DE6948
 DE6948.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DE6948.been affixed to the stable North American tectonic plate. See 
 DE6948.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DE6948
 DE6948.The horizontal coordinates are valid at the epoch date displayed above
 DE6948.which is a decimal equivalence of Year/Month/Day.
 DE6948
 DE6948.The orthometric height was determined by differential leveling and
 DE6948.adjusted by the NATIONAL GEODETIC SURVEY
 DE6948.in August 2019.
 DE6948
 DE6948.Significant digits in the geoid height do not necessarily reflect accuracy.
 DE6948.GEOID18 height accuracy estimate available here.
 DE6948
 DE6948.Click photographs - Photos may exist for this station.
 DE6948
 DE6948.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DE6948
 DE6948.The Laplace correction was computed from DEFLEC18 derived deflections.
 DE6948
 DE6948.The ellipsoidal height was determined by GPS observations
 DE6948.and is referenced to NAD 83.
 DE6948
 DE6948.The dynamic height is computed by dividing the NAVD 88
 DE6948.geopotential number by the normal gravity value computed on the
 DE6948.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE6948.degrees latitude (g = 980.6199 gals.).
 DE6948
 DE6948.The modeled gravity was interpolated from observed gravity values.
 DE6948
 DE6948. The following values were computed from the NAD 83(2011) position.
 DE6948
 DE6948;                    North         East     Units Scale Factor Converg.
 DE6948;SPC MN C     -   314,755.428   749,465.348   MT  0.99997602   -0 28 48.1
 DE6948;SPC MN C     - 1,032,660.10  2,458,870.90   sFT  0.99997602   -0 28 48.1
 DE6948;UTM  15      - 5,199,187.935   354,329.935   MT  0.99986081   -1 23 53.4
 DE6948
 DE6948!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE6948!SPC MN C     -   0.99993519  x   0.99997602  =   0.99991121
 DE6948!UTM  15      -   0.99993519  x   0.99986081  =   0.99979601
 DE6948
 DE6948:                Primary Azimuth Mark                     Grid Az
 DE6948:SPC MN C     -  2902 K                                   092 35 35.1
 DE6948:UTM  15      -  2902 K                                   093 30 40.4
 DE6948
 DE6948_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUM5432999187(NAD 83)
 DE6948
 DE6948|---------------------------------------------------------------------|
 DE6948| PID    Reference Object                     Distance      Geod. Az  |
 DE6948|                                                           dddmmss.s |
 DE6948| DE6947 2902 K                              APPROX. 1.1 KM 0920647.0 |
 DE6948|---------------------------------------------------------------------|
 DE6948
 DE6948                          SUPERSEDED SURVEY CONTROL
 DE6948
 DE6948  NAD 83(2007)-  46 55 48.81759(N)    094 54 48.96205(W) AD(2002.00) 0
 DE6948  ELLIP H (02/10/07)  413.524  (m)                       GP(2002.00)    
 DE6948  NAD 83(1996)-  46 55 48.81733(N)    094 54 48.96166(W) AD(       ) 1
 DE6948  ELLIP H (08/23/02)  413.540  (m)                       GP(       ) 4 1
 DE6948  NAVD 88 (05/01/08)  440.941  (m)         1446.65   (f) SUPERSEDED  2 1
 DE6948  NAVD 88             440.95   (m)         1446.7    (f) LEVELING    3  
 DE6948
 DE6948.Superseded values are not recommended for survey control.
 DE6948
 DE6948.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE6948.See file dsdata.pdf to determine how the superseded data were derived.
 DE6948
 DE6948_MARKER: DD = SURVEY DISK
 DE6948_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DE6948_STAMPING: 2902 L 1999
 DE6948_MARK LOGO: MNDT
 DE6948_PROJECTION: RECESSED 3 CENTIMETERS
 DE6948_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DE6948_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DE6948_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE6948+SATELLITE: SATELLITE OBSERVATIONS - May 30, 2017
 DE6948_ROD/PIPE-DEPTH: 29.0 meters
 DE6948
 DE6948  HISTORY     - Date     Condition        Report By
 DE6948  HISTORY     - 19990922 MONUMENTED       MNDT
 DE6948  HISTORY     - 20120530 GOOD             MNDT
 DE6948  HISTORY     - 20140812 GOOD             MNDT
 DE6948  HISTORY     - 20170530 GOOD             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.
 DE6948
 DE6948                          STATION RECOVERY (2012)
 DE6948
 DE6948'RECOVERY NOTE BY MN DEPT OF TRANSP 2012 (KMS)
 DE6948'2.0 MILES SOUTH-SOUTHEAST OF DORSET, 2.0 MILES EAST ALONG TRUNK
 DE6948'HIGHWAY 34 FROM JUNCTION OF TRUNK HIGHWAY 34 AND TRUNK HIGHWAY 226 IN
 DE6948'DORSET, JUNCTION IS 1.5 MILES SOUTH OF DORSET AT TRUNK HIGHWAY 34
 DE6948'MILEPOINT 82.15, 69 FEET NORTH OF TRUNK HIGHWAY 34, 2.0 FEET SOUTH OF
 DE6948'FENCE, 1.8 FEET SOUTH OF WITNESS POST.
 DE6948
 DE6948                          STATION RECOVERY (2014)
 DE6948
 DE6948'RECOVERY NOTE BY MN DEPT OF TRANSP 2014 (KMS)
 DE6948'RECOVERED AS DESCRIBED.
 DE6948
 DE6948                          STATION RECOVERY (2017)
 DE6948
 DE6948'RECOVERY NOTE BY MN DEPT OF TRANSP 2017 (ZLZ)
 DE6948'2.0 MILES SOUTH-SOUTHEAST OF DORSET, 2.0 MILES EAST ALONG TRUNK
 DE6948'HIGHWAY 34 FROM THE JUNCTION OF TRUNK HIGHWAY 34 AND TRUNK HIGHWAY
 DE6948'226, THE JUNCTION IS 1.5 MILES SOUTH OF DORSET, AT TRUNK HIGHWAY 34
 DE6948'MILEPOINT 82.15, 69 FEET NORTH OF TRUNK HIGHWAY 34, 2.0 FEET SOUTH OF
 DE6948'A FENCE, 1.8 FEET SOUTH OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DP0803 ***********************************************************************
 DP0803  DESIGNATION -  2902 M RESET
 DP0803  PID         -  DP0803
 DP0803  STATE/COUNTY-  MN/HUBBARD
 DP0803  COUNTRY     -  US
 DP0803  USGS QUAD   -  DORSET (2019)
 DP0803
 DP0803                         *CURRENT SURVEY CONTROL
 DP0803  ______________________________________________________________________
 DP0803* NAD 83(1986) POSITION- 46 56 11.33   (N) 094 56 41.24   (W)   HD_HELD1
 DP0803* NAVD 88 ORTHO HEIGHT -   447.881 (meters)     1469.42  (feet) ADJUSTED
 DP0803  ______________________________________________________________________
 DP0803  GEOID HEIGHT    -        -27.433 (meters)                     GEOID18
 DP0803  DYNAMIC HEIGHT  -        447.908 (meters)     1469.51  (feet) COMP
 DP0803  MODELED GRAVITY -    980,660.9   (mgal)                       NAVD 88
 DP0803
 DP0803  VERT ORDER      -  SECOND    CLASS I
 DP0803
 DP0803.The horizontal coordinates were determined by differentially corrected
 DP0803.hand held GPS observations or other comparable positioning techniques
 DP0803.and have an estimated accuracy of +/- 3 meters.
 DP0803
 DP0803.The orthometric height was determined by differential leveling and
 DP0803.adjusted by the NATIONAL GEODETIC SURVEY
 DP0803.in August 2019.
 DP0803
 DP0803.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP0803.GEOID18 height accuracy estimate available here.
 DP0803
 DP0803.Click photographs - Photos may exist for this station.
 DP0803
 DP0803.The dynamic height is computed by dividing the NAVD 88
 DP0803.geopotential number by the normal gravity value computed on the
 DP0803.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP0803.degrees latitude (g = 980.6199 gals.).
 DP0803
 DP0803.The modeled gravity was interpolated from observed gravity values.
 DP0803
 DP0803;                    North         East    Units  Estimated Accuracy
 DP0803;SPC MN C     -   315,470.9     747,096.4     MT  (+/- 3 meters HH1 GPS) 
 DP0803
 DP0803_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUM5197399941(NAD 83)
 DP0803
 DP0803                          SUPERSEDED SURVEY CONTROL
 DP0803
 DP0803  NAVD 88 (08/06/14)  447.858  (m)         1469.35   (f) SUPERSEDED  2 1
 DP0803
 DP0803.Superseded values are not recommended for survey control.
 DP0803
 DP0803.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DP0803.See file dsdata.pdf to determine how the superseded data were derived.
 DP0803
 DP0803_MARKER: I = METAL ROD
 DP0803_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DP0803_STAMPING: 2902 M RESET 2012
 DP0803_MARK LOGO: MNDT
 DP0803_PROJECTION: RECESSED 8 CENTIMETERS
 DP0803_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DP0803_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DP0803_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP0803+SATELLITE: SATELLITE OBSERVATIONS - August 12, 2014
 DP0803_ROD/PIPE-DEPTH: 30.5 meters
 DP0803
 DP0803  HISTORY     - Date     Condition        Report By
 DP0803  HISTORY     - 20120530 MONUMENTED       MNDT
 DP0803  HISTORY     - 20140812 GOOD             MNDT
 DP0803
 DP0803                          STATION DESCRIPTION
 DP0803
 DP0803'DESCRIBED BY MN DEPT OF TRANSP 2012
 DP0803'1.5 MILES SOUTH-SOUTHEAST OF DORSET, 0.4 MILE EAST ALONG TRUNK HIGHWAY
 DP0803'34 FROM JUNCTION OF TRUNK HIGHWAY 34 AND TRUNK HIGHWAY 226 IN DORSET,
 DP0803'1.5 MILES SOUTH OF DORSET AT TRUNK HIGHWAY 34 MILEPOINT 80.55, 81 FEET
 DP0803'NORTH OF TRUNK HIGHWAY 34, 54.2 FEET WEST OF POWER POLE, 105 FEET WEST
 DP0803'OF ENTRANCE TO CAMAS GRAVEL PIT, 1.3 FEET SOUTH OF FENCE, 3.4 FEET
 DP0803'EAST OF WITNESS POST.
 DP0803
 DP0803                          STATION RECOVERY (2014)
 DP0803
 DP0803'RECOVERY NOTE BY MN DEPT OF TRANSP 2014 (KMS)
 DP0803'1.5 MI (2.4 KM) SOUTH-SOUTHEAST OF DORSET, 0.4 MI (0.6 KM) EAST ALONG
 DP0803'TRUNK HIGHWAY 34  FROM THE JUNCTION OF TRUNK HIGHWAY 34 AND TRUNK
 DP0803'HIGHWAY 226 IN DORSET, 1.5 MI (2.4 KM) SOUTH OF DORSET AT TRUNK
 DP0803'HIGHWAY 34 MILE POINT 80.55, 81 FT (24.7 M) NORTH OF TRUNK HIGHWAY 34,
 DP0803'54.2 FT (16.5 M) WEST OF POWER POLE, 105 FT (32.0 M) WEST OF ENTRANCE
 DP0803'TO AGGREGATE GRAVEL PIT, 1.3 FT (0.4 M) SOUTH OF A FENCE, 3.4 FT (1.0
 DP0803'M) EAST OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DE6950 ***********************************************************************
 DE6950  DESIGNATION -  2902 N
 DE6950  PID         -  DE6950
 DE6950  STATE/COUNTY-  MN/HUBBARD
 DE6950  COUNTRY     -  US
 DE6950  USGS QUAD   -  DORSET (2019)
 DE6950
 DE6950                         *CURRENT SURVEY CONTROL
 DE6950  ______________________________________________________________________
 DE6950* NAD 83(2011) POSITION- 46 55 54.96286(N) 094 59 17.80856(W)   ADJUSTED
 DE6950* NAD 83(2011) ELLIP HT-   400.724 (meters)        (05/01/18)   ADJUSTED
 DE6950* NAD 83(2011) EPOCH   -  2010.00
 DE6950* NAVD 88 ORTHO HEIGHT -   428.143 (meters)     1404.67  (feet) ADJUSTED
 DE6950  ______________________________________________________________________
 DE6950  GEOID HEIGHT    -        -27.392 (meters)                     GEOID18
 DE6950  NAD 83(2011) X  -   -379,414.254 (meters)                     COMP
 DE6950  NAD 83(2011) Y  - -4,346,965.655 (meters)                     COMP
 DE6950  NAD 83(2011) Z  -  4,636,893.639 (meters)                     COMP
 DE6950  LAPLACE CORR    -         -2.65  (seconds)                    DEFLEC18
 DE6950  DYNAMIC HEIGHT  -        428.168 (meters)     1404.75  (feet) COMP
 DE6950  MODELED GRAVITY -    980,657.6   (mgal)                       NAVD 88
 DE6950
 DE6950  VERT ORDER      -  SECOND    CLASS I
 DE6950
 DE6950  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DE6950  Standards:
 DE6950         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DE6950            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DE6950  -------------------------------------------------------------------
 DE6950  NETWORK    0.95   1.47           0.44   0.32   0.75     -0.04091814
 DE6950  -------------------------------------------------------------------
 DE6950  Click here for local accuracies and other accuracy information.
 DE6950
 DE6950.The horizontal coordinates were established by GPS observations
 DE6950.and adjusted by the MN DEPT OF TRANSP in May 2018.
 DE6950
 DE6950.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DE6950.been affixed to the stable North American tectonic plate. See 
 DE6950.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DE6950
 DE6950.The horizontal coordinates are valid at the epoch date displayed above
 DE6950.which is a decimal equivalence of Year/Month/Day.
 DE6950
 DE6950.The orthometric height was determined by differential leveling and
 DE6950.adjusted by the NATIONAL GEODETIC SURVEY
 DE6950.in August 2019.
 DE6950
 DE6950.Significant digits in the geoid height do not necessarily reflect accuracy.
 DE6950.GEOID18 height accuracy estimate available here.
 DE6950
 DE6950.Click photographs - Photos may exist for this station.
 DE6950
 DE6950.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DE6950
 DE6950.The Laplace correction was computed from DEFLEC18 derived deflections.
 DE6950
 DE6950.The ellipsoidal height was determined by GPS observations
 DE6950.and is referenced to NAD 83.
 DE6950
 DE6950.The dynamic height is computed by dividing the NAVD 88
 DE6950.geopotential number by the normal gravity value computed on the
 DE6950.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE6950.degrees latitude (g = 980.6199 gals.).
 DE6950
 DE6950.The modeled gravity was interpolated from observed gravity values.
 DE6950
 DE6950. The following values were computed from the NAD 83(2011) position.
 DE6950
 DE6950;                    North         East     Units Scale Factor Converg.
 DE6950;SPC MN C     -   314,995.509   743,780.241   MT  0.99997634   -0 32 02.6
 DE6950;SPC MN C     - 1,033,447.77  2,440,219.01   sFT  0.99997634   -0 32 02.6
 DE6950;UTM  15      - 5,199,519.078   348,650.004   MT  0.99988155   -1 27 10.1
 DE6950
 DE6950!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE6950!SPC MN C     -   0.99993719  x   0.99997634  =   0.99991353
 DE6950!UTM  15      -   0.99993719  x   0.99988155  =   0.99981875
 DE6950
 DE6950:                Primary Azimuth Mark                     Grid Az
 DE6950:SPC MN C     -  2902 P                                   253 47 15.6
 DE6950:UTM  15      -  2902 P                                   254 42 23.1
 DE6950
 DE6950_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUM4865099519(NAD 83)
 DE6950
 DE6950|---------------------------------------------------------------------|
 DE6950| PID    Reference Object                     Distance      Geod. Az  |
 DE6950|                                                           dddmmss.s |
 DE6950| DE6951 2902 P                              APPROX. 1.3 KM 2531513.0 |
 DE6950|---------------------------------------------------------------------|
 DE6950
 DE6950                          SUPERSEDED SURVEY CONTROL
 DE6950
 DE6950  NAD 83(2011)-  46 55 54.96413(N)    094 59 17.80915(W) AD(2010.00) 0
 DE6950  ELLIP H (06/27/12)  400.726  (m)                       GP(2010.00)    
 DE6950  NAD 83(2007)-  46 55 54.96402(N)    094 59 17.80989(W) AD(2002.00) 0
 DE6950  ELLIP H (02/10/07)  400.759  (m)                       GP(2002.00)    
 DE6950  NAD 83(1996)-  46 55 54.96366(N)    094 59 17.80962(W) AD(       ) 1
 DE6950  ELLIP H (08/23/02)  400.784  (m)                       GP(       ) 4 1
 DE6950  NAVD 88 (05/01/08)  428.119  (m)         1404.59   (f) SUPERSEDED  2 1
 DE6950  NAVD 88             428.12   (m)         1404.6    (f) LEVELING    3  
 DE6950
 DE6950.Superseded values are not recommended for survey control.
 DE6950
 DE6950.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE6950.See file dsdata.pdf to determine how the superseded data were derived.
 DE6950
 DE6950_MARKER: DD = SURVEY DISK
 DE6950_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DE6950_STAMPING: 2902 N 1999
 DE6950_MARK LOGO: MNDT
 DE6950_PROJECTION: RECESSED 5 CENTIMETERS
 DE6950_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DE6950_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DE6950_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE6950+SATELLITE: SATELLITE OBSERVATIONS - May 30, 2017
 DE6950_ROD/PIPE-DEPTH: 30.4 meters
 DE6950
 DE6950  HISTORY     - Date     Condition        Report By
 DE6950  HISTORY     - 19990922 MONUMENTED       MNDT
 DE6950  HISTORY     - 20130328 GOOD             MNDT
 DE6950  HISTORY     - 20170530 GOOD             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.
 DE6950
 DE6950                          STATION RECOVERY (2013)
 DE6950
 DE6950'RECOVERY NOTE BY MN DEPT OF TRANSP 2013 (MPP)
 DE6950'3.5 MILES EAST OF PARK RAPIDS, 3.5 MILES EAST ALONG TRUNK HIGHWAY 34
 DE6950'FROM JUNCTION OF TRUNK HIGHWAY 34 AND TRUNK HIGHWAY 71 IN PARK RAPIDS,
 DE6950'AT TRUNK HIGHWAY 34 MILEPOINT 78.45, 65 FEET NORTHWEST OF TRUNK
 DE6950'HIGHWAY 34, 22 FEET SOUTHWEST OF POWER POLE, 2.6 FEET SOUTHEAST OF
 DE6950'WITNESS POST.
 DE6950
 DE6950                          STATION RECOVERY (2017)
 DE6950
 DE6950'RECOVERY NOTE BY MN DEPT OF TRANSP 2017 (ZLZ)
 DE6950'3.5 MILES EAST OF PARK RAPIDS, 3.5 MILES EAST ALONG TRUNK HIGHWAY 34
 DE6950'FROM THE JUNCTION OF TRUNK HIGHWAY 34 AND TRUNK HIGHWAY 71 IN PARK
 DE6950'RAPIDS, AT TRUNK HIGHWAY 34 MILEPOINT 78.45, 65 FEET NORTHWEST OF
 DE6950'TRUNK HIGHWAY 34, 2.6 FEET SOUTHEAST OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DP0795 ***********************************************************************
 DP0795  DESIGNATION -  2902 T
 DP0795  PID         -  DP0795
 DP0795  STATE/COUNTY-  MN/HUBBARD
 DP0795  COUNTRY     -  US
 DP0795  USGS QUAD   -  PARK RAPIDS (2019)
 DP0795
 DP0795                         *CURRENT SURVEY CONTROL
 DP0795  ______________________________________________________________________
 DP0795* NAD 83(2011) POSITION- 46 55 17.97433(N) 095 02 11.70437(W)   ADJUSTED
 DP0795* NAD 83(2011) ELLIP HT-   415.504 (meters)        (05/01/18)   ADJUSTED
 DP0795* NAD 83(2011) EPOCH   -  2010.00
 DP0795* NAVD 88 ORTHO HEIGHT -   442.865 (meters)     1452.97  (feet) ADJUSTED
 DP0795  ______________________________________________________________________
 DP0795  GEOID HEIGHT    -        -27.342 (meters)                     GEOID18
 DP0795  NAD 83(2011) X  -   -383,153.060 (meters)                     COMP
 DP0795  NAD 83(2011) Y  - -4,347,485.494 (meters)                     COMP
 DP0795  NAD 83(2011) Z  -  4,636,124.326 (meters)                     COMP
 DP0795  LAPLACE CORR    -         -2.79  (seconds)                    DEFLEC18
 DP0795  DYNAMIC HEIGHT  -        442.888 (meters)     1453.04  (feet) COMP
 DP0795  MODELED GRAVITY -    980,653.8   (mgal)                       NAVD 88
 DP0795
 DP0795  VERT ORDER      -  SECOND    CLASS I
 DP0795
 DP0795  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DP0795  Standards:
 DP0795         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DP0795            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DP0795  -------------------------------------------------------------------
 DP0795  NETWORK    0.57   1.02           0.26   0.20   0.52     -0.03220279
 DP0795  -------------------------------------------------------------------
 DP0795  Click here for local accuracies and other accuracy information.
 DP0795
 DP0795.The horizontal coordinates were established by GPS observations
 DP0795.and adjusted by the MN DEPT OF TRANSP in May 2018.
 DP0795
 DP0795.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DP0795.been affixed to the stable North American tectonic plate. See 
 DP0795.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DP0795
 DP0795.The horizontal coordinates are valid at the epoch date displayed above
 DP0795.which is a decimal equivalence of Year/Month/Day.
 DP0795
 DP0795.The orthometric height was determined by differential leveling and
 DP0795.adjusted by the NATIONAL GEODETIC SURVEY
 DP0795.in August 2019.
 DP0795
 DP0795.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP0795.GEOID18 height accuracy estimate available here.
 DP0795
 DP0795.Click photographs - Photos may exist for this station.
 DP0795
 DP0795.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DP0795
 DP0795.The Laplace correction was computed from DEFLEC18 derived deflections.
 DP0795
 DP0795.The ellipsoidal height was determined by GPS observations
 DP0795.and is referenced to NAD 83.
 DP0795
 DP0795.The dynamic height is computed by dividing the NAVD 88
 DP0795.geopotential number by the normal gravity value computed on the
 DP0795.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP0795.degrees latitude (g = 980.6199 gals.).
 DP0795
 DP0795.The modeled gravity was interpolated from observed gravity values.
 DP0795
 DP0795. The following values were computed from the NAD 83(2011) position.
 DP0795
 DP0795;                    North         East     Units Scale Factor Converg.
 DP0795;SPC MN C     -   313,888.781   740,090.654   MT  0.99997448   -0 34 08.4
 DP0795;SPC MN C     - 1,029,816.78  2,428,114.09   sFT  0.99997448   -0 34 08.4
 DP0795;UTM  15      - 5,198,471.747   344,943.466   MT  0.99989551   -1 29 16.3
 DP0795
 DP0795!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DP0795!SPC MN C     -   0.99993487  x   0.99997448  =   0.99990936
 DP0795!UTM  15      -   0.99993487  x   0.99989551  =   0.99983039
 DP0795
 DP0795_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUM4494398471(NAD 83)
 DP0795
 DP0795                          SUPERSEDED SURVEY CONTROL
 DP0795
 DP0795  NAVD 88 (08/06/14)  442.839  (m)         1452.88   (f) SUPERSEDED  2 1
 DP0795
 DP0795.Superseded values are not recommended for survey control.
 DP0795
 DP0795.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DP0795.See file dsdata.pdf to determine how the superseded data were derived.
 DP0795
 DP0795_MARKER: F = FLANGE-ENCASED ROD
 DP0795_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DP0795_STAMPING: 2902 T 2012
 DP0795_MARK LOGO: MNDT
 DP0795_PROJECTION: RECESSED 5 CENTIMETERS
 DP0795_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DP0795_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DP0795_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP0795+SATELLITE: SATELLITE OBSERVATIONS - February 22, 2023
 DP0795_ROD/PIPE-DEPTH: 12.2 meters
 DP0795
 DP0795  HISTORY     - Date     Condition        Report By
 DP0795  HISTORY     - 20120711 MONUMENTED       MNDT
 DP0795  HISTORY     - 20170530 GOOD             MNDT
 DP0795  HISTORY     - 20190826 GOOD             MNDT
 DP0795  HISTORY     - 20230222 GOOD             MNDT
 DP0795
 DP0795                          STATION DESCRIPTION
 DP0795
 DP0795'DESCRIBED BY MN DEPT OF TRANSP 2012
 DP0795'1.05 MILES EAST ALONG TRUNK HIGHWAY 34 FROM JUNCTION OF TRUNK HIGHWAY
 DP0795'34 AND TRUNK HIGHWAY 71 IN PARK RAPIDS, AT TRUNK HIGHWAY 34 MILEPOINT
 DP0795'76.05, 106.7 FEET EAST OF COUNTY ROAD 61 (HENRIETTA AVENUE SOUTH),
 DP0795'22.3 FEET SOUTH OF EASTBOUND TRUNK HIGHWAY 34, 30.7 FEET EAST OF
 DP0795'WITNESS POST.
 DP0795
 DP0795                          STATION RECOVERY (2017)
 DP0795
 DP0795'RECOVERY NOTE BY MN DEPT OF TRANSP 2017 (JRA)
 DP0795'1.05 MILES EAST ALONG TRUNK HIGHWAY 34 FROM THE JUNCTION OF TRUNK
 DP0795'HIGHWAY 34 AND TRUNK HIGHWAY 71 IN PARK RAPIDS, AT TRUNK HIGHWAY 34
 DP0795'MILEPOINT 76.05, 106.7 FEET EAST OF COUNTY ROAD 61 (HENRIETTA AVENUE
 DP0795'SOUTH), 22.3 FEET SOUTH OF EASTBOUND TRUNK HIGHWAY 34, 30.7 FEET EAST
 DP0795'OF A WITNESS POST.
 DP0795
 DP0795                          STATION RECOVERY (2019)
 DP0795
 DP0795'RECOVERY NOTE BY MN DEPT OF TRANSP 2019 (BDB)
 DP0795'RECOVERED AS DESCRIBED.
 DP0795
 DP0795                          STATION RECOVERY (2023)
 DP0795
 DP0795'RECOVERY NOTE BY MN DEPT OF TRANSP 2023 (TXD)
 DP0795'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DP0796 ***********************************************************************
 DP0796  DESIGNATION -  2902 U
 DP0796  PID         -  DP0796
 DP0796  STATE/COUNTY-  MN/HUBBARD
 DP0796  COUNTRY     -  US
 DP0796  USGS QUAD   -  PARK RAPIDS (2019)
 DP0796
 DP0796                         *CURRENT SURVEY CONTROL
 DP0796  ______________________________________________________________________
 DP0796* NAD 83(2011) POSITION- 46 55 30.70549(N) 095 00 57.15921(W)   ADJUSTED
 DP0796* NAD 83(2011) ELLIP HT-   410.964 (meters)        (05/01/18)   ADJUSTED
 DP0796* NAD 83(2011) EPOCH   -  2010.00
 DP0796* NAVD 88 ORTHO HEIGHT -   438.359 (meters)     1438.18  (feet) ADJUSTED
 DP0796  ______________________________________________________________________
 DP0796  GEOID HEIGHT    -        -27.364 (meters)                     GEOID18
 DP0796  NAD 83(2011) X  -   -381,556.451 (meters)                     COMP
 DP0796  NAD 83(2011) Y  - -4,347,334.508 (meters)                     COMP
 DP0796  NAD 83(2011) Z  -  4,636,389.534 (meters)                     COMP
 DP0796  LAPLACE CORR    -         -3.02  (seconds)                    DEFLEC18
 DP0796  DYNAMIC HEIGHT  -        438.383 (meters)     1438.26  (feet) COMP
 DP0796  MODELED GRAVITY -    980,655.2   (mgal)                       NAVD 88
 DP0796
 DP0796  VERT ORDER      -  SECOND    CLASS I
 DP0796
 DP0796  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DP0796  Standards:
 DP0796         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DP0796            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DP0796  -------------------------------------------------------------------
 DP0796  NETWORK    0.93   1.47           0.42   0.33   0.75      0.01071780
 DP0796  -------------------------------------------------------------------
 DP0796  Click here for local accuracies and other accuracy information.
 DP0796
 DP0796.The horizontal coordinates were established by GPS observations
 DP0796.and adjusted by the MN DEPT OF TRANSP in May 2018.
 DP0796
 DP0796.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DP0796.been affixed to the stable North American tectonic plate. See 
 DP0796.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DP0796
 DP0796.The horizontal coordinates are valid at the epoch date displayed above
 DP0796.which is a decimal equivalence of Year/Month/Day.
 DP0796
 DP0796.The orthometric height was determined by differential leveling and
 DP0796.adjusted by the NATIONAL GEODETIC SURVEY
 DP0796.in August 2019.
 DP0796
 DP0796.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP0796.GEOID18 height accuracy estimate available here.
 DP0796
 DP0796.Click photographs - Photos may exist for this station.
 DP0796
 DP0796.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DP0796
 DP0796.The Laplace correction was computed from DEFLEC18 derived deflections.
 DP0796
 DP0796.The ellipsoidal height was determined by GPS observations
 DP0796.and is referenced to NAD 83.
 DP0796
 DP0796.The dynamic height is computed by dividing the NAVD 88
 DP0796.geopotential number by the normal gravity value computed on the
 DP0796.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP0796.degrees latitude (g = 980.6199 gals.).
 DP0796
 DP0796.The modeled gravity was interpolated from observed gravity values.
 DP0796
 DP0796. The following values were computed from the NAD 83(2011) position.
 DP0796
 DP0796;                    North         East     Units Scale Factor Converg.
 DP0796;SPC MN C     -   314,266.440   741,671.530   MT  0.99997511   -0 33 14.5
 DP0796;SPC MN C     - 1,031,055.81  2,433,300.68   sFT  0.99997511   -0 33 14.5
 DP0796;UTM  15      - 5,198,823.977   346,530.065   MT  0.99988949   -1 28 22.1
 DP0796
 DP0796!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DP0796!SPC MN C     -   0.99993559  x   0.99997511  =   0.99991070
 DP0796!UTM  15      -   0.99993559  x   0.99988949  =   0.99982508
 DP0796
 DP0796_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUM4653098823(NAD 83)
 DP0796
 DP0796                          SUPERSEDED SURVEY CONTROL
 DP0796
 DP0796  NAVD 88 (08/06/14)  438.335  (m)         1438.10   (f) SUPERSEDED  2 1
 DP0796
 DP0796.Superseded values are not recommended for survey control.
 DP0796
 DP0796.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DP0796.See file dsdata.pdf to determine how the superseded data were derived.
 DP0796
 DP0796_MARKER: I = METAL ROD
 DP0796_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DP0796_STAMPING: 2902 U 2012
 DP0796_MARK LOGO: MNDT
 DP0796_PROJECTION: RECESSED 10 CENTIMETERS
 DP0796_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DP0796_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DP0796_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP0796+SATELLITE: SATELLITE OBSERVATIONS - August 26, 2019
 DP0796_ROD/PIPE-DEPTH: 15.2 meters
 DP0796
 DP0796  HISTORY     - Date     Condition        Report By
 DP0796  HISTORY     - 20120626 MONUMENTED       MNDT
 DP0796  HISTORY     - 20170530 GOOD             MNDT
 DP0796  HISTORY     - 20190826 GOOD             MNDT
 DP0796
 DP0796                          STATION DESCRIPTION
 DP0796
 DP0796'DESCRIBED BY MN DEPT OF TRANSP 2012
 DP0796'IN PARK RAPIDS, 2.0 MILES EAST ALONG TRUNK HIGHWAY 34 FROM JUNCTION OF
 DP0796'TRUNK HIGHWAY 34 AND TRUNK HIGHWAY 71 IN PARK RAPIDS, AT TRUNK HIGHWAY
 DP0796'34 MILEPOINT 77.0, 101.6 FEET WEST OF 169TH AVENUE, 78.1 FEET
 DP0796'EAST-SOUTHEAST OF MILEPOST NUMBER 77, 72.2 FEET SOUTH OF EASTBOUND
 DP0796'TRUNK HIGHWAY 34, 27.9 FEET NORTH OF CABLE BOX, 1.5 FEET EAST OF
 DP0796'WITNESS POST.
 DP0796
 DP0796                          STATION RECOVERY (2017)
 DP0796
 DP0796'RECOVERY NOTE BY MN DEPT OF TRANSP 2017 (JRA)
 DP0796'IN PARK RAPIDS, 2.0 MILES EAST ALONG TRUNK HIGHWAY 34 FROM THE
 DP0796'JUNCTION OF TRUNK HIGHWAY 34 AND TRUNK HIGHWAY 71 IN PARK RAPIDS, AT
 DP0796'TRUNK HIGHWAY 34 MILEPOST 77.0, 101.6 FEET WEST OF 169TH AVENUE, 78.1
 DP0796'FEET EAST-SOUTHEAST OF MILEPOST NUMBER 77.0, 72.2 FEET SOUTH OF
 DP0796'EASTBOUND TRUNK HIGHWAY 34, 27.9 FEET NORTH OF CABLE BOX, 1.5 FEET
 DP0796'EAST OF A WITNESS POST.
 DP0796
 DP0796                          STATION RECOVERY (2019)
 DP0796
 DP0796'RECOVERY NOTE BY MN DEPT OF TRANSP 2019 (BDB)
 DP0796'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DP0798 ***********************************************************************
 DP0798  DESIGNATION -  2902 V
 DP0798  PID         -  DP0798
 DP0798  STATE/COUNTY-  MN/HUBBARD
 DP0798  COUNTRY     -  US
 DP0798  USGS QUAD   -  PARK RAPIDS (2019)
 DP0798
 DP0798                         *CURRENT SURVEY CONTROL
 DP0798  ______________________________________________________________________
 DP0798* NAD 83(2011) POSITION- 46 55 43.30449(N) 095 00 13.45421(W)   ADJUSTED
 DP0798* NAD 83(2011) ELLIP HT-   411.829 (meters)        (05/01/18)   ADJUSTED
 DP0798* NAD 83(2011) EPOCH   -  2010.00
 DP0798* NAVD 88 ORTHO HEIGHT -   439.220 (meters)     1441.01  (feet) ADJUSTED
 DP0798  ______________________________________________________________________
 DP0798  GEOID HEIGHT    -        -27.377 (meters)                     GEOID18
 DP0798  NAD 83(2011) X  -   -380,610.557 (meters)                     COMP
 DP0798  NAD 83(2011) Y  - -4,347,132.708 (meters)                     COMP
 DP0798  NAD 83(2011) Z  -  4,636,655.886 (meters)                     COMP
 DP0798  LAPLACE CORR    -         -2.92  (seconds)                    DEFLEC18
 DP0798  DYNAMIC HEIGHT  -        439.244 (meters)     1441.09  (feet) COMP
 DP0798  MODELED GRAVITY -    980,656.3   (mgal)                       NAVD 88
 DP0798
 DP0798  VERT ORDER      -  SECOND    CLASS I
 DP0798
 DP0798  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DP0798  Standards:
 DP0798         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DP0798            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DP0798  -------------------------------------------------------------------
 DP0798  NETWORK    0.94   1.49           0.43   0.32   0.76      0.00248085
 DP0798  -------------------------------------------------------------------
 DP0798  Click here for local accuracies and other accuracy information.
 DP0798
 DP0798.The horizontal coordinates were established by GPS observations
 DP0798.and adjusted by the MN DEPT OF TRANSP in May 2018.
 DP0798
 DP0798.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DP0798.been affixed to the stable North American tectonic plate. See 
 DP0798.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DP0798
 DP0798.The horizontal coordinates are valid at the epoch date displayed above
 DP0798.which is a decimal equivalence of Year/Month/Day.
 DP0798
 DP0798.The orthometric height was determined by differential leveling and
 DP0798.adjusted by the NATIONAL GEODETIC SURVEY
 DP0798.in August 2019.
 DP0798
 DP0798.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP0798.GEOID18 height accuracy estimate available here.
 DP0798
 DP0798.Click photographs - Photos may exist for this station.
 DP0798
 DP0798.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DP0798
 DP0798.The Laplace correction was computed from DEFLEC18 derived deflections.
 DP0798
 DP0798.The ellipsoidal height was determined by GPS observations
 DP0798.and is referenced to NAD 83.
 DP0798
 DP0798.The dynamic height is computed by dividing the NAVD 88
 DP0798.geopotential number by the normal gravity value computed on the
 DP0798.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP0798.degrees latitude (g = 980.6199 gals.).
 DP0798
 DP0798.The modeled gravity was interpolated from observed gravity values.
 DP0798
 DP0798. The following values were computed from the NAD 83(2011) position.
 DP0798
 DP0798;                    North         East     Units Scale Factor Converg.
 DP0798;SPC MN C     -   314,646.605   742,599.796   MT  0.99997575   -0 32 42.9
 DP0798;SPC MN C     - 1,032,303.07  2,436,346.16   sFT  0.99997575   -0 32 42.9
 DP0798;UTM  15      - 5,199,189.177   347,464.225   MT  0.99988597   -1 27 50.5
 DP0798
 DP0798!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DP0798!SPC MN C     -   0.99993545  x   0.99997575  =   0.99991120
 DP0798!UTM  15      -   0.99993545  x   0.99988597  =   0.99982143
 DP0798
 DP0798_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUM4746499189(NAD 83)
 DP0798
 DP0798                          SUPERSEDED SURVEY CONTROL
 DP0798
 DP0798  NAVD 88 (08/06/14)  439.195  (m)         1440.93   (f) SUPERSEDED  2 1
 DP0798
 DP0798.Superseded values are not recommended for survey control.
 DP0798
 DP0798.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DP0798.See file dsdata.pdf to determine how the superseded data were derived.
 DP0798
 DP0798_MARKER: I = METAL ROD
 DP0798_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DP0798_STAMPING: 2902 V 2012
 DP0798_MARK LOGO: MNDT
 DP0798_PROJECTION: RECESSED 3 CENTIMETERS
 DP0798_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DP0798_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DP0798_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP0798+SATELLITE: SATELLITE OBSERVATIONS - May 30, 2017
 DP0798_ROD/PIPE-DEPTH: 19.8 meters
 DP0798
 DP0798  HISTORY     - Date     Condition        Report By
 DP0798  HISTORY     - 20120710 MONUMENTED       MNDT
 DP0798  HISTORY     - 20170530 GOOD             MNDT
 DP0798
 DP0798                          STATION DESCRIPTION
 DP0798
 DP0798'DESCRIBED BY MN DEPT OF TRANSP 2012
 DP0798'3.5 MILES EAST OF PARK RAPIDS, 2.7 MILE EAST ALONG TRUNK HIGHWAY 34
 DP0798'FROM JUNCTION OF TRUNK HIGHWAY 34 AND TRUNK HIGHWAY 71 IN PARK RAPIDS,
 DP0798'AT TRUNK HIGHWAY 34 MILEPOINT 77.65, 60.0 FEET NORTH OF TRUNK HIGHWAY
 DP0798'34, 16.7 FEET SOUTH OF FENCE LINE, 1.5 FEET SOUTH OF WITNESS POST.
 DP0798
 DP0798                          STATION RECOVERY (2017)
 DP0798
 DP0798'RECOVERY NOTE BY MN DEPT OF TRANSP 2017 (ZLZ)
 DP0798'3.5 MILES EAST OF PARK RAPIDS, 2.7 MILES EAST ALONG TRUNK HIGHWAY 34
 DP0798'FROM THE JUNCTION OF TRUNK HIGHWAY 34 AND TRUNK HIGHWAY 71 IN PARK
 DP0798'RAPIDS, AT TRUNK HIGHWAY 34 MILEPOINT 77.65, 60.0 FEET NORTH OF TRUNK
 DP0798'HIGHWAY 34, 16.7 FEET SOUTH OF A FENCE LINE, 1.5 FEET SOUTH OF A
 DP0798'WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DP0800 ***********************************************************************
 DP0800  DESIGNATION -  2902 W
 DP0800  PID         -  DP0800
 DP0800  STATE/COUNTY-  MN/HUBBARD
 DP0800  COUNTRY     -  US
 DP0800  USGS QUAD   -  DORSET (2019)
 DP0800
 DP0800                         *CURRENT SURVEY CONTROL
 DP0800  ______________________________________________________________________
 DP0800* NAD 83(2011) POSITION- 46 56 11.97222(N) 094 57 11.79179(W)   ADJUSTED
 DP0800* NAD 83(2011) ELLIP HT-   415.533 (meters)        (05/01/18)   ADJUSTED
 DP0800* NAD 83(2011) EPOCH   -  2010.00
 DP0800* NAVD 88 ORTHO HEIGHT -   442.997 (meters)     1453.40  (feet) ADJUSTED
 DP0800  ______________________________________________________________________
 DP0800  GEOID HEIGHT    -        -27.425 (meters)                     GEOID18
 DP0800  NAD 83(2011) X  -   -376,726.158 (meters)                     COMP
 DP0800  NAD 83(2011) Y  - -4,346,824.391 (meters)                     COMP
 DP0800  NAD 83(2011) Z  -  4,637,263.145 (meters)                     COMP
 DP0800  LAPLACE CORR    -         -2.87  (seconds)                    DEFLEC18
 DP0800  DYNAMIC HEIGHT  -        443.024 (meters)     1453.49  (feet) COMP
 DP0800  MODELED GRAVITY -    980,660.4   (mgal)                       NAVD 88
 DP0800
 DP0800  VERT ORDER      -  SECOND    CLASS I
 DP0800
 DP0800  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DP0800  Standards:
 DP0800         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DP0800            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DP0800  -------------------------------------------------------------------
 DP0800  NETWORK    0.97   1.43           0.45   0.32   0.73     -0.06642042
 DP0800  -------------------------------------------------------------------
 DP0800  Click here for local accuracies and other accuracy information.
 DP0800
 DP0800.The horizontal coordinates were established by GPS observations
 DP0800.and adjusted by the MN DEPT OF TRANSP in May 2018.
 DP0800
 DP0800.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DP0800.been affixed to the stable North American tectonic plate. See 
 DP0800.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DP0800
 DP0800.The horizontal coordinates are valid at the epoch date displayed above
 DP0800.which is a decimal equivalence of Year/Month/Day.
 DP0800
 DP0800.The orthometric height was determined by differential leveling and
 DP0800.adjusted by the NATIONAL GEODETIC SURVEY
 DP0800.in August 2019.
 DP0800
 DP0800.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP0800.GEOID18 height accuracy estimate available here.
 DP0800
 DP0800.Click photographs - Photos may exist for this station.
 DP0800
 DP0800.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DP0800
 DP0800.The Laplace correction was computed from DEFLEC18 derived deflections.
 DP0800
 DP0800.The ellipsoidal height was determined by GPS observations
 DP0800.and is referenced to NAD 83.
 DP0800
 DP0800.The dynamic height is computed by dividing the NAVD 88
 DP0800.geopotential number by the normal gravity value computed on the
 DP0800.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP0800.degrees latitude (g = 980.6199 gals.).
 DP0800
 DP0800.The modeled gravity was interpolated from observed gravity values.
 DP0800
 DP0800. The following values were computed from the NAD 83(2011) position.
 DP0800
 DP0800;                    North         East     Units Scale Factor Converg.
 DP0800;SPC MN C     -   315,496.475   746,450.425   MT  0.99997720   -0 30 31.5
 DP0800;SPC MN C     - 1,035,091.35  2,448,979.44   sFT  0.99997720   -0 30 31.5
 DP0800;UTM  15      - 5,199,977.122   351,327.608   MT  0.99987167   -1 25 38.4
 DP0800
 DP0800!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DP0800!SPC MN C     -   0.99993487  x   0.99997720  =   0.99991207
 DP0800!UTM  15      -   0.99993487  x   0.99987167  =   0.99980655
 DP0800
 DP0800_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUM5132799977(NAD 83)
 DP0800
 DP0800                          SUPERSEDED SURVEY CONTROL
 DP0800
 DP0800  NAVD 88 (08/06/14)  442.975  (m)         1453.33   (f) SUPERSEDED  2 1
 DP0800
 DP0800.Superseded values are not recommended for survey control.
 DP0800
 DP0800.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DP0800.See file dsdata.pdf to determine how the superseded data were derived.
 DP0800
 DP0800_MARKER: I = METAL ROD
 DP0800_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DP0800_STAMPING: 2902 W 2012
 DP0800_MARK LOGO: MNDT
 DP0800_PROJECTION: RECESSED 8 CENTIMETERS
 DP0800_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DP0800_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DP0800_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP0800+SATELLITE: SATELLITE OBSERVATIONS - May 30, 2017
 DP0800_ROD/PIPE-DEPTH: 24.4 meters
 DP0800
 DP0800  HISTORY     - Date     Condition        Report By
 DP0800  HISTORY     - 20120626 MONUMENTED       MNDT
 DP0800  HISTORY     - 20170530 GOOD             MNDT
 DP0800
 DP0800                          STATION DESCRIPTION
 DP0800
 DP0800'DESCRIBED BY MN DEPT OF TRANSP 2012
 DP0800'1.5 MILES SOUTH OF DORSET, AT JUNCTION OF TRUNK HIGHWAY 34 AND TRUNK
 DP0800'HIGHWAY 226 (1.5 MILES SOUTH OF DORSET), AT TRUNK HIGHWAY 34 MILEPOINT
 DP0800'80.15, 110.4 FEET NORTH OF WESTBOUND TRUNK HIGHWAY 34, 68.1 FEET WEST
 DP0800'OF TRUNK HIGHWAY 226, 60.4 FEET NORTH-NORTHEAST OF POWER CABINET
 DP0800'NUMBER 29C4, 24.1 FEET SOUTH-SOUTHEAST OF TELEPHONE CABINET NUMBER
 DP0800'(F1S3 A9T4 S8A T7T 6E), 1.5 FEET SOUTH OF WITNESS POST.
 DP0800
 DP0800                          STATION RECOVERY (2017)
 DP0800
 DP0800'RECOVERY NOTE BY MN DEPT OF TRANSP 2017 (JRA)
 DP0800'1.5 MILES SOUTH OF DORSET, AT THE JUNCTION OF TRUNK HIGHWAY 34 AND
 DP0800'TRUNK HIGHWAY 226, AT TRUNK HIGHWAY 34 MILEPOINT 80.15, 110.4 FEET
 DP0800'NORTH OF WESTBOUND TRUNK HIGHWAY 34, 68.1 FEET WEST OF TRUNK HIGHWAY
 DP0800'226, 60.4 FEET NORTH-NORTHEAST OF POWER CABINET NUMBER 29C4, 24.1 FEET
 DP0800'SOUTH-SOUTHEAST OF TELEPHONE CABINET NUMBER (F1S3 A9T4 S8A T7T 6E),
 DP0800'1.5 FEET SOUTH OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DQ1199 ***********************************************************************
 DQ1199  DESIGNATION -  2902 X
 DQ1199  PID         -  DQ1199
 DQ1199  STATE/COUNTY-  MN/HUBBARD
 DQ1199  COUNTRY     -  US
 DQ1199  USGS QUAD   -  AKELEY (2019)
 DQ1199
 DQ1199                         *CURRENT SURVEY CONTROL
 DQ1199  ______________________________________________________________________
 DQ1199* NAD 83(2011) POSITION- 47 00 44.34667(N) 094 42 08.07974(W)   ADJUSTED
 DQ1199* NAD 83(2011) ELLIP HT-   406.722 (meters)        (05/01/18)   ADJUSTED
 DQ1199* NAD 83(2011) EPOCH   -  2010.00
 DQ1199* NAVD 88 ORTHO HEIGHT -   434.353 (meters)     1425.04  (feet) ADJUSTED
 DQ1199  ______________________________________________________________________
 DQ1199  GEOID HEIGHT    -        -27.616 (meters)                     GEOID18
 DQ1199  NAD 83(2011) X  -   -357,173.176 (meters)                     COMP
 DQ1199  NAD 83(2011) Y  - -4,342,298.598 (meters)                     COMP
 DQ1199  NAD 83(2011) Z  -  4,642,996.169 (meters)                     COMP
 DQ1199  LAPLACE CORR    -         -2.16  (seconds)                    DEFLEC18
 DQ1199  DYNAMIC HEIGHT  -        434.387 (meters)     1425.15  (feet) COMP
 DQ1199  MODELED GRAVITY -    980,679.0   (mgal)                       NAVD 88
 DQ1199
 DQ1199  VERT ORDER      -  SECOND    CLASS I
 DQ1199
 DQ1199  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DQ1199  Standards:
 DQ1199         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DQ1199            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DQ1199  -------------------------------------------------------------------
 DQ1199  NETWORK    0.97   1.55           0.45   0.32   0.79      0.00154451
 DQ1199  -------------------------------------------------------------------
 DQ1199  Click here for local accuracies and other accuracy information.
 DQ1199
 DQ1199.The horizontal coordinates were established by GPS observations
 DQ1199.and adjusted by the MN DEPT OF TRANSP in May 2018.
 DQ1199
 DQ1199.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DQ1199.been affixed to the stable North American tectonic plate. See 
 DQ1199.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DQ1199
 DQ1199.The horizontal coordinates are valid at the epoch date displayed above
 DQ1199.which is a decimal equivalence of Year/Month/Day.
 DQ1199
 DQ1199.The orthometric height was determined by differential leveling and
 DQ1199.adjusted by the NATIONAL GEODETIC SURVEY
 DQ1199.in February 2020.
 DQ1199
 DQ1199.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ1199.GEOID18 height accuracy estimate available here.
 DQ1199
 DQ1199.Click photographs - Photos may exist for this station.
 DQ1199
 DQ1199.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DQ1199
 DQ1199.The Laplace correction was computed from DEFLEC18 derived deflections.
 DQ1199
 DQ1199.The ellipsoidal height was determined by GPS observations
 DQ1199.and is referenced to NAD 83.
 DQ1199
 DQ1199.The dynamic height is computed by dividing the NAVD 88
 DQ1199.geopotential number by the normal gravity value computed on the
 DQ1199.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ1199.degrees latitude (g = 980.6199 gals.).
 DQ1199
 DQ1199.The modeled gravity was interpolated from observed gravity values.
 DQ1199
 DQ1199. The following values were computed from the NAD 83(2011) position.
 DQ1199
 DQ1199;                    North         East     Units Scale Factor Converg.
 DQ1199;SPC MN C     -   323,767.878   765,612.472   MT  0.99999198   -0 19 37.7
 DQ1199;SPC MN C     - 1,062,228.45  2,511,846.92   sFT  0.99999198   -0 19 37.7
 DQ1199;UTM  15      - 5,207,939.146   370,616.949   MT  0.99980574   -1 14 43.3
 DQ1199
 DQ1199!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DQ1199!SPC MN C     -   0.99993625  x   0.99999198  =   0.99992823
 DQ1199!UTM  15      -   0.99993625  x   0.99980574  =   0.99974200
 DQ1199
 DQ1199_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUN7061607939(NAD 83)
 DQ1199
 DQ1199                          SUPERSEDED SURVEY CONTROL
 DQ1199
 DQ1199  NAVD 88 (08/26/19)  434.352  (m)         1425.04   (f) SUPERSEDED  2 1
 DQ1199  NAVD 88 (05/02/18)  434.340  (m)         1425.00   (f) SUPERSEDED  2 1
 DQ1199
 DQ1199.Superseded values are not recommended for survey control.
 DQ1199
 DQ1199.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DQ1199.See file dsdata.pdf to determine how the superseded data were derived.
 DQ1199
 DQ1199_MARKER: I = METAL ROD
 DQ1199_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DQ1199_STAMPING: 2902 X 2014
 DQ1199_MARK LOGO: MNDT
 DQ1199_PROJECTION: RECESSED 3 CENTIMETERS
 DQ1199_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DQ1199_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ1199_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ1199+SATELLITE: SATELLITE OBSERVATIONS - May 31, 2017
 DQ1199_ROD/PIPE-DEPTH: 13.4 meters
 DQ1199
 DQ1199  HISTORY     - Date     Condition        Report By
 DQ1199  HISTORY     - 20141007 MONUMENTED       MNDT
 DQ1199  HISTORY     - 20170531 GOOD             MNDT
 DQ1199
 DQ1199                          STATION DESCRIPTION
 DQ1199
 DQ1199'DESCRIBED BY MN DEPT OF TRANSP 2014
 DQ1199'THE STATION IS LOCATED ABOUT 8.2 MI (13.2 KM) SOUTHWEST OF WALKER, 7.2
 DQ1199'MI (11.6 KM) EAST-NORTHEAST OF NEVIS AND 1.3 MI (2.1 KM)
 DQ1199'EAST-NORTHEAST OF AKELEY.
 DQ1199'
 DQ1199'TO REACH THE MARK GO 0.75 MI (1.2 KM) NORTHEAST ALONG TRUNK HIGHWAY 34
 DQ1199'FROM EAST JUNCTION OF TRUNK HIGHWAY 34 AND TRUNK HIGHWAY 64 IN AKELEY,
 DQ1199'AT TRUNK HIGHWAY 34 MILE POINT 94.25.
 DQ1199'
 DQ1199'THE MARK IS LOCATED 51.2 FT (15.6 M) NORTH-NORTHWEST OF TRUNK HIGHWAY
 DQ1199'34, 12.6 FT (3.8 M) SOUTH-SOUTHEAST OF POWER POLE, 1.5 FT (0.5 M)
 DQ1199'SOUTH-SOUTHEAST OF A WITNESS POST.
 DQ1199'
 DQ1199'NOTE - THE STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM
 DQ1199'ROD DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION REMOVABLE
 DQ1199'DISK SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH
 DQ1199'PVC PIPE BACK FILLED WITH WASHED SAND.
 DQ1199
 DQ1199                          STATION RECOVERY (2017)
 DQ1199
 DQ1199'RECOVERY NOTE BY MN DEPT OF TRANSP 2017 (ZLZ)
 DQ1199'1.6 MILES NORTHEAST OF AKELEY, 0.75 MILE NORTHEAST ALONG TRUNK HIGHWAY
 DQ1199'34 FROM THE EAST JUNCTION OF TRUNK HIGHWAY 34 AND TRUNK HIGHWAY 64 IN
 DQ1199'AKELEY, AT TRUNK HIGHWAY 34 MILEPOINT 94.25, 51.2 FEET NORTH-NORTHWEST
 DQ1199'OF TRUNK HIGHWAY 34, 12.6 FEET SOUTH-SOUTHEAST OF A POWER POLE, 1.5
 DQ1199'FEET SOUTH-SOUTHEAST OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DQ1188 ***********************************************************************
 DQ1188  DESIGNATION -  2902 Y
 DQ1188  PID         -  DQ1188
 DQ1188  STATE/COUNTY-  MN/HUBBARD
 DQ1188  COUNTRY     -  US
 DQ1188  USGS QUAD   -  NEVIS (2019)
 DQ1188
 DQ1188                         *CURRENT SURVEY CONTROL
 DQ1188  ______________________________________________________________________
 DQ1188* NAD 83(2011) POSITION- 46 59 50.80154(N) 094 46 13.27080(W)   ADJUSTED
 DQ1188* NAD 83(2011) ELLIP HT-   415.129 (meters)        (05/01/18)   ADJUSTED
 DQ1188* NAD 83(2011) EPOCH   -  2010.00
 DQ1188* NAVD 88 ORTHO HEIGHT -   442.698 (meters)     1452.42  (feet) ADJUSTED
 DQ1188  ______________________________________________________________________
 DQ1188  GEOID HEIGHT    -        -27.569 (meters)                     GEOID18
 DQ1188  NAD 83(2011) X  -   -362,435.759 (meters)                     COMP
 DQ1188  NAD 83(2011) Y  - -4,343,081.955 (meters)                     COMP
 DQ1188  NAD 83(2011) Z  -  4,641,874.652 (meters)                     COMP
 DQ1188  LAPLACE CORR    -         -2.43  (seconds)                    DEFLEC18
 DQ1188  DYNAMIC HEIGHT  -        442.732 (meters)     1452.53  (feet) COMP
 DQ1188  MODELED GRAVITY -    980,677.6   (mgal)                       NAVD 88
 DQ1188
 DQ1188  VERT ORDER      -  SECOND    CLASS I
 DQ1188
 DQ1188  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DQ1188  Standards:
 DQ1188         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DQ1188            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DQ1188  -------------------------------------------------------------------
 DQ1188  NETWORK    0.93   1.53           0.42   0.33   0.78      0.08324057
 DQ1188  -------------------------------------------------------------------
 DQ1188  Click here for local accuracies and other accuracy information.
 DQ1188
 DQ1188.The horizontal coordinates were established by GPS observations
 DQ1188.and adjusted by the MN DEPT OF TRANSP in May 2018.
 DQ1188
 DQ1188.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DQ1188.been affixed to the stable North American tectonic plate. See 
 DQ1188.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DQ1188
 DQ1188.The horizontal coordinates are valid at the epoch date displayed above
 DQ1188.which is a decimal equivalence of Year/Month/Day.
 DQ1188
 DQ1188.The orthometric height was determined by differential leveling and
 DQ1188.adjusted by the NATIONAL GEODETIC SURVEY
 DQ1188.in February 2020.
 DQ1188
 DQ1188.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ1188.GEOID18 height accuracy estimate available here.
 DQ1188
 DQ1188.Click photographs - Photos may exist for this station.
 DQ1188
 DQ1188.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DQ1188
 DQ1188.The Laplace correction was computed from DEFLEC18 derived deflections.
 DQ1188
 DQ1188.The ellipsoidal height was determined by GPS observations
 DQ1188.and is referenced to NAD 83.
 DQ1188
 DQ1188.The dynamic height is computed by dividing the NAVD 88
 DQ1188.geopotential number by the normal gravity value computed on the
 DQ1188.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ1188.degrees latitude (g = 980.6199 gals.).
 DQ1188
 DQ1188.The modeled gravity was interpolated from observed gravity values.
 DQ1188
 DQ1188. The following values were computed from the NAD 83(2011) position.
 DQ1188
 DQ1188;                    North         East     Units Scale Factor Converg.
 DQ1188;SPC MN C     -   322,146.208   760,422.869   MT  0.99998894   -0 22 35.1
 DQ1188;SPC MN C     - 1,056,908.02  2,494,820.70   sFT  0.99998894   -0 22 35.1
 DQ1188;UTM  15      - 5,206,401.133   365,402.941   MT  0.99982266   -1 17 41.6
 DQ1188
 DQ1188!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DQ1188!SPC MN C     -   0.99993493  x   0.99998894  =   0.99992387
 DQ1188!UTM  15      -   0.99993493  x   0.99982266  =   0.99975760
 DQ1188
 DQ1188_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUN6540206401(NAD 83)
 DQ1188
 DQ1188                          SUPERSEDED SURVEY CONTROL
 DQ1188
 DQ1188  NAVD 88 (08/26/19)  442.699  (m)         1452.42   (f) SUPERSEDED  2 1
 DQ1188  NAVD 88 (05/02/18)  442.683  (m)         1452.37   (f) SUPERSEDED  2 1
 DQ1188
 DQ1188.Superseded values are not recommended for survey control.
 DQ1188
 DQ1188.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DQ1188.See file dsdata.pdf to determine how the superseded data were derived.
 DQ1188
 DQ1188_MARKER: I = METAL ROD
 DQ1188_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DQ1188_STAMPING: 2902 Y 2014
 DQ1188_MARK LOGO: MNDT
 DQ1188_PROJECTION: RECESSED 3 CENTIMETERS
 DQ1188_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DQ1188_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ1188_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ1188+SATELLITE: SATELLITE OBSERVATIONS - May 31, 2017
 DQ1188_ROD/PIPE-DEPTH: 22.6 meters
 DQ1188
 DQ1188  HISTORY     - Date     Condition        Report By
 DQ1188  HISTORY     - 20141007 MONUMENTED       MNDT
 DQ1188  HISTORY     - 20170531 GOOD             MNDT
 DQ1188
 DQ1188                          STATION DESCRIPTION
 DQ1188
 DQ1188'DESCRIBED BY MN DEPT OF TRANSP 2014
 DQ1188'THE STATION IS LOCATED ABOUT 9.1 MI (14.6 KM) EAST-NORTHEAST OF
 DQ1188'DORSET, 3.9 MI (6.3 KM) NORTHEAST OF NEVIS AND 2.1 MI (3.4 KM)
 DQ1188'WEST-SOUTHWEST OF AKELEY.
 DQ1188'
 DQ1188'TO REACH THE MARK GO 2.1 MI (3.4 KM) WEST ALONG TRUNK HIGHWAY 34 FROM
 DQ1188'WEST JUNCTION OF TRUNK HIGHWAY 34 AND TRUNK HIGHWAY 64 IN AKELEY, AT
 DQ1188'TRUNK HIGHWAY 34 MILE POINT 90.8.
 DQ1188'
 DQ1188'THE MARK IS LOCATED 61.5 FT (18.7 M) SOUTH OF TRUNK HIGHWAY 34, 25.5
 DQ1188'FT (7.8 M) WEST OF ENTRANCE, 12.0 FT (3.7 M) NORTH OF A FENCE LINE,
 DQ1188'1.5 FT (0.5 M) NORTH OF A WITNESS POST.
 DQ1188'
 DQ1188'NOTE - THE STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM
 DQ1188'ROD DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION REMOVABLE
 DQ1188'DISK SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH
 DQ1188'PVC PIPE BACK FILLED WITH WASHED SAND.
 DQ1188
 DQ1188                          STATION RECOVERY (2017)
 DQ1188
 DQ1188'RECOVERY NOTE BY MN DEPT OF TRANSP 2017 (ZLZ)
 DQ1188'2.2 MILES WEST OF AKELEY, 2.1 MILES WEST ALONG TRUNK HIGHWAY 34 FROM
 DQ1188'THE WEST JUNCTION OF TRUNK HIGHWAY 34 AND TRUNK HIGHWAY 64 IN AKELEY,
 DQ1188'AT TRUNK HIGHWAY 34 MILEPOINT 90.8, 61.5 FEET SOUTH OF TRUNK HIGHWAY
 DQ1188'34, 25.5 FEET WEST OF ENTRANCE, 12.0 FEET NORTH OF A FENCE LINE, 1.5
 DQ1188'FEET NORTH OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DQ1196 ***********************************************************************
 DQ1196  DESIGNATION -  2902 Z
 DQ1196  PID         -  DQ1196
 DQ1196  STATE/COUNTY-  MN/HUBBARD
 DQ1196  COUNTRY     -  US
 DQ1196  USGS QUAD   -  NEVIS (2019)
 DQ1196
 DQ1196                         *CURRENT SURVEY CONTROL
 DQ1196  ______________________________________________________________________
 DQ1196* NAD 83(2011) POSITION- 46 56 38.04282(N) 094 51 33.28465(W)   ADJUSTED
 DQ1196* NAD 83(2011) ELLIP HT-   416.000 (meters)        (05/01/18)   ADJUSTED
 DQ1196* NAD 83(2011) EPOCH   -  2010.00
 DQ1196* NAVD 88 ORTHO HEIGHT -   443.539 (meters)     1455.18  (feet) ADJUSTED
 DQ1196  ______________________________________________________________________
 DQ1196  GEOID HEIGHT    -        -27.522 (meters)                     GEOID18
 DQ1196  NAD 83(2011) X  -   -369,542.151 (meters)                     COMP
 DQ1196  NAD 83(2011) Y  - -4,346,850.967 (meters)                     COMP
 DQ1196  NAD 83(2011) Z  -  4,637,813.194 (meters)                     COMP
 DQ1196  LAPLACE CORR    -         -3.06  (seconds)                    DEFLEC18
 DQ1196  DYNAMIC HEIGHT  -        443.567 (meters)     1455.27  (feet) COMP
 DQ1196  MODELED GRAVITY -    980,664.0   (mgal)                       NAVD 88
 DQ1196
 DQ1196  VERT ORDER      -  SECOND    CLASS I
 DQ1196
 DQ1196  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DQ1196  Standards:
 DQ1196         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DQ1196            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DQ1196  -------------------------------------------------------------------
 DQ1196  NETWORK    0.99   1.51           0.46   0.32   0.77     -0.12764336
 DQ1196  -------------------------------------------------------------------
 DQ1196  Click here for local accuracies and other accuracy information.
 DQ1196
 DQ1196.The horizontal coordinates were established by GPS observations
 DQ1196.and adjusted by the MN DEPT OF TRANSP in May 2018.
 DQ1196
 DQ1196.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DQ1196.been affixed to the stable North American tectonic plate. See 
 DQ1196.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DQ1196
 DQ1196.The horizontal coordinates are valid at the epoch date displayed above
 DQ1196.which is a decimal equivalence of Year/Month/Day.
 DQ1196
 DQ1196.The orthometric height was determined by differential leveling and
 DQ1196.adjusted by the NATIONAL GEODETIC SURVEY
 DQ1196.in February 2020.
 DQ1196
 DQ1196.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ1196.GEOID18 height accuracy estimate available here.
 DQ1196
 DQ1196.Click photographs - Photos may exist for this station.
 DQ1196
 DQ1196.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DQ1196
 DQ1196.The Laplace correction was computed from DEFLEC18 derived deflections.
 DQ1196
 DQ1196.The ellipsoidal height was determined by GPS observations
 DQ1196.and is referenced to NAD 83.
 DQ1196
 DQ1196.The dynamic height is computed by dividing the NAVD 88
 DQ1196.geopotential number by the normal gravity value computed on the
 DQ1196.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ1196.degrees latitude (g = 980.6199 gals.).
 DQ1196
 DQ1196.The modeled gravity was interpolated from observed gravity values.
 DQ1196
 DQ1196. The following values were computed from the NAD 83(2011) position.
 DQ1196
 DQ1196;                    North         East     Units Scale Factor Converg.
 DQ1196;SPC MN C     -   316,242.183   753,616.182   MT  0.99997854   -0 26 26.6
 DQ1196;SPC MN C     - 1,037,537.90  2,472,489.09   sFT  0.99997854   -0 26 26.6
 DQ1196;UTM  15      - 5,200,607.816   358,503.542   MT  0.99984608   -1 21 31.5
 DQ1196
 DQ1196!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DQ1196!SPC MN C     -   0.99993480  x   0.99997854  =   0.99991334
 DQ1196!UTM  15      -   0.99993480  x   0.99984608  =   0.99978089
 DQ1196
 DQ1196_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUN5850300607(NAD 83)
 DQ1196
 DQ1196                          SUPERSEDED SURVEY CONTROL
 DQ1196
 DQ1196  NAVD 88 (08/26/19)  443.539  (m)         1455.18   (f) SUPERSEDED  2 1
 DQ1196  NAVD 88 (05/02/18)  443.519  (m)         1455.11   (f) SUPERSEDED  2 1
 DQ1196
 DQ1196.Superseded values are not recommended for survey control.
 DQ1196
 DQ1196.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DQ1196.See file dsdata.pdf to determine how the superseded data were derived.
 DQ1196
 DQ1196_MARKER: I = METAL ROD
 DQ1196_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DQ1196_STAMPING: 2902 Z 2014
 DQ1196_MARK LOGO: MNDT
 DQ1196_PROJECTION: RECESSED 3 CENTIMETERS
 DQ1196_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DQ1196_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ1196_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ1196+SATELLITE: SATELLITE OBSERVATIONS - May 31, 2017
 DQ1196_ROD/PIPE-DEPTH: 16.5 meters
 DQ1196
 DQ1196  HISTORY     - Date     Condition        Report By
 DQ1196  HISTORY     - 20141007 MONUMENTED       MNDT
 DQ1196  HISTORY     - 20170531 GOOD             MNDT
 DQ1196
 DQ1196                          STATION DESCRIPTION
 DQ1196
 DQ1196'DESCRIBED BY MN DEPT OF TRANSP 2014
 DQ1196'THE STATION IS LOCATED ABOUT 7.5 MI (12.1 KM) WEST-SOUTHWEST OF
 DQ1196'AKELEY, 4.5 MI (7.2 KM) EAST OF DORSET AND 1.8 MI (2.9 KM)
 DQ1196'SOUTH-SOUTHWEST OF NEVIS.
 DQ1196'
 DQ1196'TO REACH THE MARK GO 1.35 MI (2.2 KM) SOUTHWEST ALONG TRUNK HIGHWAY 34
 DQ1196'FROM THE JUNCTION OF TRUNK HIGHWAY 34 AND COUNTY ROAD 22/COUNTY ROAD
 DQ1196'13 IN NEVIS, AT TRUNK HIGHWAY 34 MILE POINT 85.05.
 DQ1196'
 DQ1196'THE MARK IS LOCATED 49.7 FT (15.1 M) NORTHWEST OF TRUNK HIGHWAY 34,
 DQ1196'47.4 FT (14.4 M) NORTHEAST OF ENTRANCE, 1.5 FT (0.5 M) SOUTHEAST OF A
 DQ1196'WITNESS POST.
 DQ1196'
 DQ1196'NOTE - THE STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM
 DQ1196'ROD DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION REMOVABLE
 DQ1196'DISK SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH
 DQ1196'PVC PIPE BACK FILLED WITH WASHED SAND.
 DQ1196
 DQ1196                          STATION RECOVERY (2017)
 DQ1196
 DQ1196'RECOVERY NOTE BY MN DEPT OF TRANSP 2017 (JRA)
 DQ1196'1.5 MILES SOUTHWEST OF NEVIS, 1.35 MILES SOUTHWEST ALONG TRUNK HIGHWAY
 DQ1196'34 FROM THE JUNCTION OF TRUNK HIGHWAY 34 AND COUNTY ROAD 2/COUNTY ROAD
 DQ1196'13 IN NEVIS, AT TRUNK HIGHWAY 34 MILEPOINT 85.05, 49.7 FEET NORTHWEST
 DQ1196'OF TRUNK HIGHWAY 34, 47.4 FEET NORTHEAST OF ENTRANCE, 1.5 FEET
 DQ1196'SOUTHEAST OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DE6212 ***********************************************************************
 DE6212  DESIGNATION -  2903 C
 DE6212  PID         -  DE6212
 DE6212  STATE/COUNTY-  MN/HUBBARD
 DE6212  COUNTRY     -  US
 DE6212  USGS QUAD   -  OSHAWA (2019)
 DE6212
 DE6212                         *CURRENT SURVEY CONTROL
 DE6212  ______________________________________________________________________
 DE6212* NAD 83(2011) POSITION- 46 49 07.77305(N) 094 43 22.40477(W)   ADJUSTED
 DE6212* NAD 83(2011) ELLIP HT-   399.511 (meters)        (06/27/12)   ADJUSTED
 DE6212* NAD 83(2011) EPOCH   -  2010.00
 DE6212* NAVD 88 ORTHO HEIGHT -   427.154 (meters)     1401.42  (feet) ADJUSTED
 DE6212  ______________________________________________________________________
 DE6212  GEOID HEIGHT    -        -27.646 (meters)                     GEOID18
 DE6212  NAD 83(2011) X  -   -360,031.040 (meters)                     COMP
 DE6212  NAD 83(2011) Y  - -4,357,822.439 (meters)                     COMP
 DE6212  NAD 83(2011) Z  -  4,628,296.740 (meters)                     COMP
 DE6212  LAPLACE CORR    -         -3.14  (seconds)                    DEFLEC18
 DE6212  DYNAMIC HEIGHT  -        427.175 (meters)     1401.49  (feet) COMP
 DE6212  MODELED GRAVITY -    980,648.4   (mgal)                       NAVD 88
 DE6212
 DE6212  VERT ORDER      -  SECOND    CLASS I
 DE6212
 DE6212  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DE6212  Standards:
 DE6212         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DE6212            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DE6212  -------------------------------------------------------------------
 DE6212  NETWORK    0.41   0.41           0.19   0.13   0.21     -0.06041684
 DE6212  -------------------------------------------------------------------
 DE6212  Click here for local accuracies and other accuracy information.
 DE6212
 DE6212.The horizontal coordinates were established by GPS observations
 DE6212.and adjusted by the National Geodetic Survey in June 2012.
 DE6212
 DE6212.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DE6212.been affixed to the stable North American tectonic plate. See 
 DE6212.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DE6212
 DE6212.The horizontal coordinates are valid at the epoch date displayed above
 DE6212.which is a decimal equivalence of Year/Month/Day.
 DE6212
 DE6212.The orthometric height was determined by differential leveling and
 DE6212.adjusted by the NATIONAL GEODETIC SURVEY
 DE6212.in February 2020.
 DE6212
 DE6212.Significant digits in the geoid height do not necessarily reflect accuracy.
 DE6212.GEOID18 height accuracy estimate available here.
 DE6212
 DE6212.Click photographs - Photos may exist for this station.
 DE6212
 DE6212.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DE6212
 DE6212.The Laplace correction was computed from DEFLEC18 derived deflections.
 DE6212
 DE6212.The ellipsoidal height was determined by GPS observations
 DE6212.and is referenced to NAD 83.
 DE6212
 DE6212.The dynamic height is computed by dividing the NAVD 88
 DE6212.geopotential number by the normal gravity value computed on the
 DE6212.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE6212.degrees latitude (g = 980.6199 gals.).
 DE6212
 DE6212.The modeled gravity was interpolated from observed gravity values.
 DE6212
 DE6212. The following values were computed from the NAD 83(2011) position.
 DE6212
 DE6212;                    North         East     Units Scale Factor Converg.
 DE6212;SPC MN C     -   302,267.567   763,914.208   MT  0.99995768   -0 20 31.5
 DE6212;SPC MN C     -   991,689.51  2,506,275.20   sFT  0.99995768   -0 20 31.5
 DE6212;UTM  15      - 5,186,472.284   368,575.402   MT  0.99981230   -1 15 23.4
 DE6212
 DE6212!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE6212!SPC MN C     -   0.99993738  x   0.99995768  =   0.99989506
 DE6212!UTM  15      -   0.99993738  x   0.99981230  =   0.99974969
 DE6212
 DE6212:                Primary Azimuth Mark                     Grid Az
 DE6212:SPC MN C     -  2903 D                                   356 11 00.7
 DE6212:UTM  15      -  2903 D                                   357 05 52.6
 DE6212
 DE6212_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUM6857586472(NAD 83)
 DE6212
 DE6212|---------------------------------------------------------------------|
 DE6212| PID    Reference Object                     Distance      Geod. Az  |
 DE6212|                                                           dddmmss.s |
 DE6212| DE6213 2903 D                              APPROX. 1.6 KM 3555029.2 |
 DE6212|---------------------------------------------------------------------|
 DE6212
 DE6212                          SUPERSEDED SURVEY CONTROL
 DE6212
 DE6212  NAD 83(2007)-  46 49 07.77274(N)    094 43 22.40571(W) AD(2002.00) 0
 DE6212  ELLIP H (02/10/07)  399.541  (m)                       GP(2002.00)    
 DE6212  NAD 83(1996)-  46 49 07.77259(N)    094 43 22.40564(W) AD(       ) 1
 DE6212  ELLIP H (09/24/02)  399.564  (m)                       GP(       ) 4 1
 DE6212  NAVD 88 (08/26/19)  427.159  (m)         1401.44   (f) SUPERSEDED  2 1
 DE6212  NAVD 88             427.16   (m)         1401.4    (f) LEVELING    3  
 DE6212  NAVD 88 (08/05/02)  427.155  (m)         1401.42   (f) SUPERSEDED  2 1
 DE6212
 DE6212.Superseded values are not recommended for survey control.
 DE6212
 DE6212.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE6212.See file dsdata.pdf to determine how the superseded data were derived.
 DE6212
 DE6212_MARKER: DH = HORIZONTAL CONTROL DISK
 DE6212_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DE6212_STAMPING: 2903 C 1993
 DE6212_MARK LOGO: MNDT
 DE6212_PROJECTION: RECESSED 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 NOT SUITABLE FOR
 DE6212+SATELLITE: SATELLITE OBSERVATIONS - May 31, 2023
 DE6212_ROD/PIPE-DEPTH: 7.3 meters
 DE6212
 DE6212  HISTORY     - Date     Condition        Report By
 DE6212  HISTORY     - 19930401 MONUMENTED       MNDT
 DE6212  HISTORY     - 19980825 GOOD             MNDT
 DE6212  HISTORY     - 19980901 GOOD             MNDT
 DE6212  HISTORY     - 20101216 GOOD             MNDT
 DE6212  HISTORY     - 20120611 GOOD             MNDT
 DE6212  HISTORY     - 20140812 GOOD             MNDT
 DE6212  HISTORY     - 20230531 POOR             MNDT
 DE6212
 DE6212                          STATION DESCRIPTION
 DE6212
 DE6212'DESCRIBED BY MN DEPT OF TRANSP 1998 (WAS)
 DE6212'THE MARK WAS RECOVERED IN GOOD CONDITION.  THE MARK IS 13 MI (20.9 KM)
 DE6212'SOUTH ON TH 64 FROM JCT OF TH 64 AND TH 34 AT AKELEY, 3 MI (4.8 KM)
 DE6212'SOUTH ON TH 64 FROM NORTH JCT OF TH 64 AND TH 87 AT BADOURA FIRE TWR,
 DE6212'AT TH 64 MP 35.74, 194 FT (59.1 M) EAST OF TH 64, ON SOUTH EDGE OF
 DE6212'TREELINE, 54 FT (16.5 M) SOUTH OF ENTRANCE, 91 FT (27.7 M) ESE OF 30
 DE6212'INCH METAL CULVERT, AND 1.3 FT (0.4 M) WEST OF A WIT POST, MARK IS
 DE6212'MNDT ALUMINUM DISK ON 3/4 INCH DIAMETER BY 24 FT (7.3 M) LONG DRIVEN
 DE6212'ALUMINUM ROD, PROJECTS 3 INCHES.
 DE6212
 DE6212                          STATION RECOVERY (1998)
 DE6212
 DE6212'RECOVERY NOTE BY MN DEPT OF TRANSP 1998 (DKH)
 DE6212'THE MARK IS LOCATED 13 MI (20.9 KM) SOUTH OF AKELEY, 3 MI (4.8 KM)
 DE6212'SOUTH ON TH 64 FROM NORTH JCT OF TH 87 AT BADOURA FIRE TOWER, 109 FT
 DE6212'(33.2 M) EAST OF TH 64 AT MP 35.74, ON SOUTH EDGE OF TREELINE.
 DE6212
 DE6212                          STATION RECOVERY (2010)
 DE6212
 DE6212'RECOVERY NOTE BY MN DEPT OF TRANSP 2010 (PJG)
 DE6212'THE MARK IS 13.0 MILES SOUTH OF AKELEY, 13.0 MILES SOUTH ALONG TRUNK
 DE6212'HIGHWAY 64 FROM JUNCTION OF TRUNK HIGHWAY 64 AND TRUNK HIGHWAY 34 IN
 DE6212'AKELEY, 3.0 MILES SOUTH ON TRUNK HIGHWAY 64 FROM NORTH JUNCTION OF
 DE6212'TRUNK HIGHWAY 64 AND TRUNK HIGHWAY 87 AT BADOURA FIRE TOWER, AT TRUNK
 DE6212'HIGHWAY 64 MILEPOINT 35.74, 194 FEET EAST OF TRUNK HIGHWAY 64, ON
 DE6212'SOUTH EDGE OF TREELINE, 54 FEET SOUTH OF ENTRANCE, 91 FEET
 DE6212'EAST-SOUTHEAST OF 30 INCH METAL CULVERT, AND 1.3 FEET WEST OF A
 DE6212'WITNESS POST.
 DE6212
 DE6212                          STATION RECOVERY (2012)
 DE6212
 DE6212'RECOVERY NOTE BY MN DEPT OF TRANSP 2012 (KMS)
 DE6212'13.0 MI (20.9 KM) SOUTH OF AKELEY, 13.0 MI (20.9 KM) SOUTH ALONG TRUNK
 DE6212'HIGHWAY 64  FROM THE JUNCTION OF TRUNK HIGHWAY 64 AND TRUNK HIGHWAY 34
 DE6212'IN AKELEY, 3.0 MI (4.8 KM) SOUTH ALONG TRUNK HIGHWAY 64 FROM NORTH
 DE6212'JUNCTION OF TRUNK HIGHWAY 64 AND TRUNK HIGHWAY 87 AT BADOURA FIRE
 DE6212'TOWER, AT TRUNK HIGHWAY 64 MILE POINT 35.74, 194 FT (59.1 M) EAST OF
 DE6212'TRUNK HIGHWAY 64, ALONG SOUTH EDGE OF TREELINE, 54 FT (16.5 M) SOUTH
 DE6212'OF ENTRANCE, 91 FT (27.7 M) EAST-SOUTHEAST OF 30 INCH METAL CULVERT
 DE6212'AND 1.3 FT (0.4 M) WEST OF A WITNESS POST.
 DE6212
 DE6212                          STATION RECOVERY (2014)
 DE6212
 DE6212'RECOVERY NOTE BY MN DEPT OF TRANSP 2014 (JAM)
 DE6212'RECOVERED AS DESCRIBED.
 DE6212
 DE6212                          STATION RECOVERY (2023)
 DE6212
 DE6212'RECOVERY NOTE BY MN DEPT OF TRANSP 2023 (AJH)
 DE6212'13.0 MI (20.9 KM) SOUTH OF AKELEY, 13.0 MI (20.9 KM) SOUTH ALONG TRUNK
 DE6212'HIGHWAY 64 FROM THE JUNCTION OF TRUNK HIGHWAY 64 AND TRUNK HIGHWAY 34
 DE6212'IN AKELEY, 3.0 MI (4.8 KM) SOUTH ALONG TRUNK HIGHWAY 64 FROM THE NORTH
 DE6212'JUNCTION OF TRUNK HIGHWAY 64 AND TRUNK HIGHWAY 87 AT THE BADOURA FIRE
 DE6212'TOWER, AT TRUNK HIGHWAY 64 MILE POINT 35.74, 194.0 FT (59.1 M) EAST OF
 DE6212'TRUNK HIGHWAY 64, ALONG THE SOUTH EDGE OF A TREE LINE, 54.0 FT (16.5
 DE6212'M) SOUTH OF AN ENTRANCE, 91.0 FT (27.7 M) EAST-SOUTHEAST OF A 30.0
 DE6212'INCH (76 CM) DIAMETER METAL CULVERT AND 1.3 FT (0.4 M) WEST OF A
 DE6212'WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DE6213 ***********************************************************************
 DE6213  DESIGNATION -  2903 D
 DE6213  PID         -  DE6213
 DE6213  STATE/COUNTY-  MN/HUBBARD
 DE6213  COUNTRY     -  US
 DE6213  USGS QUAD   -  OSHAWA (2019)
 DE6213
 DE6213                         *CURRENT SURVEY CONTROL
 DE6213  ______________________________________________________________________
 DE6213* NAD 83(2011) POSITION- 46 49 59.60164(N) 094 43 27.89576(W)   ADJUSTED
 DE6213* NAD 83(2011) ELLIP HT-   400.421 (meters)        (06/27/12)   ADJUSTED
 DE6213* NAD 83(2011) EPOCH   -  2010.00
 DE6213* NAVD 88 ORTHO HEIGHT -   428.068 (meters)     1404.42  (feet) ADJUSTED
 DE6213  ______________________________________________________________________
 DE6213  GEOID HEIGHT    -        -27.652 (meters)                     GEOID18
 DE6213  NAD 83(2011) X  -   -360,050.962 (meters)                     COMP
 DE6213  NAD 83(2011) Y  - -4,356,650.185 (meters)                     COMP
 DE6213  NAD 83(2011) Z  -  4,629,392.532 (meters)                     COMP
 DE6213  LAPLACE CORR    -         -3.08  (seconds)                    DEFLEC18
 DE6213  DYNAMIC HEIGHT  -        428.089 (meters)     1404.49  (feet) COMP
 DE6213  MODELED GRAVITY -    980,648.8   (mgal)                       NAVD 88
 DE6213
 DE6213  VERT ORDER      -  SECOND    CLASS I
 DE6213
 DE6213  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DE6213  Standards:
 DE6213         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DE6213            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DE6213  -------------------------------------------------------------------
 DE6213  NETWORK    0.61   0.45           0.29   0.18   0.23     -0.09615967
 DE6213  -------------------------------------------------------------------
 DE6213  Click here for local accuracies and other accuracy information.
 DE6213
 DE6213.The horizontal coordinates were established by GPS observations
 DE6213.and adjusted by the National Geodetic Survey in June 2012.
 DE6213
 DE6213.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DE6213.been affixed to the stable North American tectonic plate. See 
 DE6213.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DE6213
 DE6213.The horizontal coordinates are valid at the epoch date displayed above
 DE6213.which is a decimal equivalence of Year/Month/Day.
 DE6213
 DE6213.The orthometric height was determined by differential leveling and
 DE6213.adjusted by the NATIONAL GEODETIC SURVEY
 DE6213.in February 2020.
 DE6213
 DE6213.Significant digits in the geoid height do not necessarily reflect accuracy.
 DE6213.GEOID18 height accuracy estimate available here.
 DE6213
 DE6213.Click photographs - Photos may exist for this station.
 DE6213
 DE6213.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DE6213
 DE6213.The Laplace correction was computed from DEFLEC18 derived deflections.
 DE6213
 DE6213.The ellipsoidal height was determined by GPS observations
 DE6213.and is referenced to NAD 83.
 DE6213
 DE6213.The dynamic height is computed by dividing the NAVD 88
 DE6213.geopotential number by the normal gravity value computed on the
 DE6213.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE6213.degrees latitude (g = 980.6199 gals.).
 DE6213
 DE6213.The modeled gravity was interpolated from observed gravity values.
 DE6213
 DE6213. The following values were computed from the NAD 83(2011) position.
 DE6213
 DE6213;                    North         East     Units Scale Factor Converg.
 DE6213;SPC MN C     -   303,868.627   763,807.403   MT  0.99995984   -0 20 35.5
 DE6213;SPC MN C     -   996,942.32  2,505,924.79   sFT  0.99995984   -0 20 35.5
 DE6213;UTM  15      - 5,188,074.610   368,494.178   MT  0.99981256   -1 15 28.5
 DE6213
 DE6213!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE6213!SPC MN C     -   0.99993724  x   0.99995984  =   0.99989708
 DE6213!UTM  15      -   0.99993724  x   0.99981256  =   0.99974981
 DE6213
 DE6213:                Primary Azimuth Mark                     Grid Az
 DE6213:SPC MN C     -  2903 C                                   176 11 00.7
 DE6213:UTM  15      -  2903 C                                   177 05 53.7
 DE6213
 DE6213_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUM6849488074(NAD 83)
 DE6213
 DE6213|---------------------------------------------------------------------|
 DE6213| PID    Reference Object                     Distance      Geod. Az  |
 DE6213|                                                           dddmmss.s |
 DE6213| DE6212 2903 C                              APPROX. 1.6 KM 1755025.2 |
 DE6213|---------------------------------------------------------------------|
 DE6213
 DE6213                          SUPERSEDED SURVEY CONTROL
 DE6213
 DE6213  NAD 83(2007)-  46 49 59.60147(N)    094 43 27.89663(W) AD(2002.00) 0
 DE6213  ELLIP H (02/10/07)  400.452  (m)                       GP(2002.00)    
 DE6213  NAD 83(1996)-  46 49 59.60132(N)    094 43 27.89657(W) AD(       ) 1
 DE6213  ELLIP H (09/24/02)  400.476  (m)                       GP(       ) 4 1
 DE6213  NAVD 88 (08/26/19)  428.072  (m)         1404.43   (f) SUPERSEDED  2 1
 DE6213  NAVD 88             428.07   (m)         1404.4    (f) LEVELING    3  
 DE6213  NAVD 88 (08/05/02)  428.067  (m)         1404.42   (f) SUPERSEDED  2 1
 DE6213
 DE6213.Superseded values are not recommended for survey control.
 DE6213
 DE6213.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE6213.See file dsdata.pdf to determine how the superseded data were derived.
 DE6213
 DE6213_MARKER: DD = SURVEY DISK
 DE6213_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DE6213_STAMPING: 2903 D 1993
 DE6213_MARK LOGO: MNDT
 DE6213_PROJECTION: FLUSH
 DE6213_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DE6213_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DE6213_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE6213+SATELLITE: SATELLITE OBSERVATIONS - May 20, 2015
 DE6213_ROD/PIPE-DEPTH: 3.0 meters
 DE6213
 DE6213  HISTORY     - Date     Condition        Report By
 DE6213  HISTORY     - 1993     MONUMENTED       MNDT
 DE6213  HISTORY     - 19980825 GOOD             MNDT
 DE6213  HISTORY     - 19980901 GOOD             MNDT
 DE6213  HISTORY     - 20110328 GOOD             MNDT
 DE6213  HISTORY     - 20150520 GOOD             MNDT
 DE6213
 DE6213                          STATION DESCRIPTION
 DE6213
 DE6213'DESCRIBED BY MN DEPT OF TRANSP 1998 (WAS)
 DE6213'THE MARK IS LOCATED 12 MI (19.3 KM) SOUTH OF AKELEY, 2 MI (3.2 KM)
 DE6213'SOUTH ON TH 64 FROM NORTH JCT OF TH 87 AT BADOURA FIRE TOWER, 269 FT
 DE6213'(82.0 M) WEST OF TH 64, AT TH 64 MP 36.73, 9 FT (2.7 M) NORTH OF ROAD
 DE6213'LEADING TO QUADE CAMPSITE.
 DE6213
 DE6213                          STATION RECOVERY (1998)
 DE6213
 DE6213'RECOVERY NOTE BY MN DEPT OF TRANSP 1998 (DKH)
 DE6213'THE MARK IS LOCATED 12 MI (19.3 KM) SOUTH OF AKELEY, 2 MI (3.2 KM)
 DE6213'SOUTH ON TH 64 FROM NORTH JCT OF TH 87 AT BADOURA FIRE TOWER, 269 FT
 DE6213'(82.0 M) WEST OF TH 64, AT TH 64 MP 36.73, 9 FT (2.7 M) NORTH OF ROAD
 DE6213'LEADING TO QUADE CAMPSITE.
 DE6213
 DE6213                          STATION RECOVERY (2011)
 DE6213
 DE6213'RECOVERY NOTE BY MN DEPT OF TRANSP 2011 (DDS)
 DE6213'RECOVERED AS DESCRIBED.
 DE6213
 DE6213                          STATION RECOVERY (2015)
 DE6213
 DE6213'RECOVERY NOTE BY MN DEPT OF TRANSP 2015 (BK)
 DE6213'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DE6216 ***********************************************************************
 DE6216  DESIGNATION -  2903 E
 DE6216  PID         -  DE6216
 DE6216  STATE/COUNTY-  MN/HUBBARD
 DE6216  COUNTRY     -  US
 DE6216  USGS QUAD   -  OSHAWA (2019)
 DE6216
 DE6216                         *CURRENT SURVEY CONTROL
 DE6216  ______________________________________________________________________
 DE6216* NAD 83(1986) POSITION- 46 50 51.71   (N) 094 43 27.01   (W)   HD_HELD1
 DE6216* NAVD 88 ORTHO HEIGHT -   429.190 (meters)     1408.10  (feet) ADJUSTED
 DE6216  ______________________________________________________________________
 DE6216  GEOID HEIGHT    -        -27.659 (meters)                     GEOID18
 DE6216  DYNAMIC HEIGHT  -        429.211 (meters)     1408.17  (feet) COMP
 DE6216  MODELED GRAVITY -    980,648.9   (mgal)                       NAVD 88
 DE6216
 DE6216  VERT ORDER      -  SECOND    CLASS I
 DE6216
 DE6216.The horizontal coordinates were determined by differentially corrected
 DE6216.hand held GPS observations or other comparable positioning techniques
 DE6216.and have an estimated accuracy of +/- 3 meters.
 DE6216
 DE6216.The orthometric height was determined by differential leveling and
 DE6216.adjusted by the NATIONAL GEODETIC SURVEY
 DE6216.in February 2020.
 DE6216
 DE6216.Significant digits in the geoid height do not necessarily reflect accuracy.
 DE6216.GEOID18 height accuracy estimate available here.
 DE6216
 DE6216.Click photographs - Photos may exist for this station.
 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     -   305,477.5     763,835.8     MT  (+/- 3 meters HH1 GPS) 
 DE6216
 DE6216_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUM6854889682(NAD 83)
 DE6216
 DE6216                          SUPERSEDED SURVEY CONTROL
 DE6216
 DE6216  NAVD 88 (08/26/19)  429.194  (m)         1408.11   (f) SUPERSEDED  2 1
 DE6216  NAVD 88 (05/02/18)  429.188  (m)         1408.09   (f) SUPERSEDED  2 1
 DE6216  NAVD 88 (08/05/02)  429.184  (m)         1408.08   (f) SUPERSEDED  2 1
 DE6216
 DE6216.Superseded values are not recommended for survey control.
 DE6216
 DE6216.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE6216.See file dsdata.pdf to determine how the superseded data were derived.
 DE6216
 DE6216_MARKER: DH = HORIZONTAL CONTROL 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: M = MARKER EQUIPPED WITH BAR MAGNET
 DE6216_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DE6216_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DE6216+SATELLITE: SATELLITE OBSERVATIONS - August 12, 2014
 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  HISTORY     - 20140812 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.
 DE6216
 DE6216                          STATION RECOVERY (2014)
 DE6216
 DE6216'RECOVERY NOTE BY MN DEPT OF TRANSP 2014 (MAS)
 DE6216'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DQ1182 ***********************************************************************
 DQ1182  DESIGNATION -  2903 F RESET
 DQ1182  PID         -  DQ1182
 DQ1182  STATE/COUNTY-  MN/HUBBARD
 DQ1182  COUNTRY     -  US
 DQ1182  USGS QUAD   -  CRYSTAL LAKE (2019)
 DQ1182
 DQ1182                         *CURRENT SURVEY CONTROL
 DQ1182  ______________________________________________________________________
 DQ1182* NAD 83(2011) POSITION- 46 59 30.98747(N) 094 43 38.54885(W)   ADJUSTED
 DQ1182* NAD 83(2011) ELLIP HT-   403.758 (meters)        (11/14/18)   ADJUSTED
 DQ1182* NAD 83(2011) EPOCH   -  2010.00
 DQ1182* NAVD 88 ORTHO HEIGHT -   431.385 (meters)     1415.30  (feet) ADJUSTED
 DQ1182  ______________________________________________________________________
 DQ1182  GEOID HEIGHT    -        -27.611 (meters)                     GEOID18
 DQ1182  NAD 83(2011) X  -   -359,214.094 (meters)                     COMP
 DQ1182  NAD 83(2011) Y  - -4,343,790.835 (meters)                     COMP
 DQ1182  NAD 83(2011) Z  -  4,641,448.972 (meters)                     COMP
 DQ1182  LAPLACE CORR    -         -2.50  (seconds)                    DEFLEC18
 DQ1182  DYNAMIC HEIGHT  -        431.416 (meters)     1415.40  (feet) COMP
 DQ1182  MODELED GRAVITY -    980,672.3   (mgal)                       NAVD 88
 DQ1182
 DQ1182  VERT ORDER      -  SECOND    CLASS I
 DQ1182
 DQ1182  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DQ1182  Standards:
 DQ1182         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DQ1182            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DQ1182  -------------------------------------------------------------------
 DQ1182  NETWORK    0.95   2.08           0.44   0.32   1.06      0.02588830
 DQ1182  -------------------------------------------------------------------
 DQ1182  Click here for local accuracies and other accuracy information.
 DQ1182
 DQ1182.The horizontal coordinates were established by GPS observations
 DQ1182.and adjusted by the MN DEPT OF TRANSP in November 2018.
 DQ1182
 DQ1182.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DQ1182.been affixed to the stable North American tectonic plate. See 
 DQ1182.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DQ1182
 DQ1182.The horizontal coordinates are valid at the epoch date displayed above
 DQ1182.which is a decimal equivalence of Year/Month/Day.
 DQ1182
 DQ1182.The orthometric height was determined by differential leveling and
 DQ1182.adjusted by the NATIONAL GEODETIC SURVEY
 DQ1182.in February 2020.
 DQ1182
 DQ1182.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ1182.GEOID18 height accuracy estimate available here.
 DQ1182
 DQ1182.Click photographs - Photos may exist for this station.
 DQ1182
 DQ1182.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DQ1182
 DQ1182.The Laplace correction was computed from DEFLEC18 derived deflections.
 DQ1182
 DQ1182.The ellipsoidal height was determined by GPS observations
 DQ1182.and is referenced to NAD 83.
 DQ1182
 DQ1182.The dynamic height is computed by dividing the NAVD 88
 DQ1182.geopotential number by the normal gravity value computed on the
 DQ1182.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ1182.degrees latitude (g = 980.6199 gals.).
 DQ1182
 DQ1182.The modeled gravity was interpolated from observed gravity values.
 DQ1182
 DQ1182. The following values were computed from the NAD 83(2011) position.
 DQ1182
 DQ1182;                    North         East     Units Scale Factor Converg.
 DQ1182;SPC MN C     -   321,513.764   763,687.995   MT  0.99998783   -0 20 43.2
 DQ1182;SPC MN C     - 1,054,833.07  2,505,533.03   sFT  0.99998783   -0 20 43.2
 DQ1182;UTM  15      - 5,205,716.562   368,656.956   MT  0.99981202   -1 15 48.0
 DQ1182
 DQ1182!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DQ1182!SPC MN C     -   0.99993671  x   0.99998783  =   0.99992455
 DQ1182!UTM  15      -   0.99993671  x   0.99981202  =   0.99974875
 DQ1182
 DQ1182_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUN6865605716(NAD 83)
 DQ1182
 DQ1182                          SUPERSEDED SURVEY CONTROL
 DQ1182
 DQ1182  NAVD 88 (08/26/19)  431.385  (m)         1415.30   (f) SUPERSEDED  2 1
 DQ1182  NAVD 88 (05/02/18)  431.373  (m)         1415.26   (f) SUPERSEDED  2 1
 DQ1182
 DQ1182.Superseded values are not recommended for survey control.
 DQ1182
 DQ1182.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DQ1182.See file dsdata.pdf to determine how the superseded data were derived.
 DQ1182
 DQ1182_MARKER: I = METAL ROD
 DQ1182_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DQ1182_STAMPING: 2903 F RESET 2014
 DQ1182_MARK LOGO: MNDT
 DQ1182_PROJECTION: RECESSED 8 CENTIMETERS
 DQ1182_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DQ1182_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ1182_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ1182+SATELLITE: SATELLITE OBSERVATIONS - June 20, 2017
 DQ1182_ROD/PIPE-DEPTH: 9.1 meters
 DQ1182
 DQ1182  HISTORY     - Date     Condition        Report By
 DQ1182  HISTORY     - 20140812 MONUMENTED       MNDT
 DQ1182  HISTORY     - 20170620 GOOD             MNDT
 DQ1182
 DQ1182                          STATION DESCRIPTION
 DQ1182
 DQ1182'DESCRIBED BY MN DEPT OF TRANSP 2014
 DQ1182'THE STATION IS LOCATED ABOUT 10.1 MI (16.3 KM) SOUTHWEST OF WALKER,
 DQ1182'5.6 MI (9.0 KM) EAST-NORTHEAST OF NEVIS AND 0.8 MI (1.3 KM) SOUTH OF
 DQ1182'AKELEY.
 DQ1182'
 DQ1182'TO REACH THE MARK GO 0.9 MI (1.4 KM) SOUTH ALONG TRUNK HIGHWAY 64 FROM
 DQ1182'THE JUNCTION OF TRUNK HIGHWAY 64 AND TRUNK HIGHWAY 34 IN AKELEY, AT
 DQ1182'TRUNK HIGHWAY 64 MILE POINT 47.8.
 DQ1182'
 DQ1182'THE MARK IS LOCATED 46.5 FT (14.2 M) WEST OF TRUNK HIGHWAY 64, 24.0 FT
 DQ1182'(7.3 M) NORTH OF ENTRANCE TO GRANDPA J'S, 2.6 FT (0.8 M) EAST OF A
 DQ1182'FENCE LINE, 1.2 FT (0.4 M) EAST OF A WITNESS POST.
 DQ1182'
 DQ1182'NOTE - THE STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM
 DQ1182'ROD DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION REMOVABLE
 DQ1182'DISK SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH
 DQ1182'PVC PIPE BACK FILLED WITH WASHED SAND.
 DQ1182
 DQ1182                          STATION RECOVERY (2017)
 DQ1182
 DQ1182'RECOVERY NOTE BY MN DEPT OF TRANSP 2017 (JNB)
 DQ1182'1.0 MILE SOUTH OF AKELEY, 0.9 MILE SOUTH ALONG TRUNK HIGHWAY 64 FROM
 DQ1182'THE JUNCTION OF TRUNK HIGHWAY 64 AND TRUNK HIGHWAY 34 IN AKELEY, AT
 DQ1182'TRUNK HIGHWAY 64 MILEPOINT 47.8, 46.5 FEET WEST OF TRUNK HIGHWAY 64,
 DQ1182'24.0 FEET NORTH OF THE ENTRANCE TO GRANDPA J'S, 2.6 FEET EAST OF A
 DQ1182'FENCE LINE, 1.2 FEET EAST OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DE6194 ***********************************************************************
 DE6194  DESIGNATION -  2903 J
 DE6194  PID         -  DE6194
 DE6194  STATE/COUNTY-  MN/HUBBARD
 DE6194  COUNTRY     -  US
 DE6194  USGS QUAD   -  CRYSTAL LAKE (2019)
 DE6194
 DE6194                         *CURRENT SURVEY CONTROL
 DE6194  ______________________________________________________________________
 DE6194* NAD 83(2011) POSITION- 46 56 03.80378(N) 094 43 24.66006(W)   ADJUSTED
 DE6194* NAD 83(2011) ELLIP HT-   415.790 (meters)        (06/27/12)   ADJUSTED
 DE6194* NAD 83(2011) EPOCH   -  2010.00
 DE6194* NAVD 88 ORTHO HEIGHT -   443.461 (meters)     1454.92  (feet) ADJUSTED
 DE6194  ______________________________________________________________________
 DE6194  GEOID HEIGHT    -        -27.659 (meters)                     GEOID18
 DE6194  NAD 83(2011) X  -   -359,307.393 (meters)                     COMP
 DE6194  NAD 83(2011) Y  - -4,348,483.975 (meters)                     COMP
 DE6194  NAD 83(2011) Z  -  4,637,091.083 (meters)                     COMP
 DE6194  LAPLACE CORR    -         -2.62  (seconds)                    DEFLEC18
 DE6194  DYNAMIC HEIGHT  -        443.486 (meters)     1455.00  (feet) COMP
 DE6194  MODELED GRAVITY -    980,656.4   (mgal)                       NAVD 88
 DE6194
 DE6194  VERT ORDER      -  SECOND    CLASS I
 DE6194
 DE6194  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DE6194  Standards:
 DE6194         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DE6194            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DE6194  -------------------------------------------------------------------
 DE6194  NETWORK    0.85   0.55           0.41   0.23   0.28     -0.23813711
 DE6194  -------------------------------------------------------------------
 DE6194  Click here for local accuracies and other accuracy information.
 DE6194
 DE6194.The horizontal coordinates were established by GPS observations
 DE6194.and adjusted by the National Geodetic Survey in June 2012.
 DE6194
 DE6194.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DE6194.been affixed to the stable North American tectonic plate. See 
 DE6194.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DE6194
 DE6194.The horizontal coordinates are valid at the epoch date displayed above
 DE6194.which is a decimal equivalence of Year/Month/Day.
 DE6194
 DE6194.The orthometric height was determined by differential leveling and
 DE6194.adjusted by the NATIONAL GEODETIC SURVEY
 DE6194.in February 2020.
 DE6194
 DE6194.Significant digits in the geoid height do not necessarily reflect accuracy.
 DE6194.GEOID18 height accuracy estimate available here.
 DE6194
 DE6194.Click photographs - Photos may exist for this station.
 DE6194
 DE6194.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DE6194
 DE6194.The Laplace correction was computed from DEFLEC18 derived deflections.
 DE6194
 DE6194.The ellipsoidal height was determined by GPS observations
 DE6194.and is referenced to NAD 83.
 DE6194
 DE6194.The dynamic height is computed by dividing the NAVD 88
 DE6194.geopotential number by the normal gravity value computed on the
 DE6194.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE6194.degrees latitude (g = 980.6199 gals.).
 DE6194
 DE6194.The modeled gravity was interpolated from observed gravity values.
 DE6194
 DE6194. The following values were computed from the NAD 83(2011) position.
 DE6194
 DE6194;                    North         East     Units Scale Factor Converg.
 DE6194;SPC MN C     -   315,114.276   763,943.206   MT  0.99997678   -0 20 33.1
 DE6194;SPC MN C     - 1,033,837.42  2,506,370.34   sFT  0.99997678   -0 20 33.1
 DE6194;UTM  15      - 5,199,314.899   368,809.646   MT  0.99981153   -1 15 33.6
 DE6194
 DE6194!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE6194!SPC MN C     -   0.99993483  x   0.99997678  =   0.99991161
 DE6194!UTM  15      -   0.99993483  x   0.99981153  =   0.99974637
 DE6194
 DE6194:                Primary Azimuth Mark                     Grid Az
 DE6194:SPC MN C     -  2903 K                                   178 55 58.5
 DE6194:UTM  15      -  2903 K                                   179 50 59.0
 DE6194
 DE6194_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUM6880999314(NAD 83)
 DE6194
 DE6194|---------------------------------------------------------------------|
 DE6194| PID    Reference Object                     Distance      Geod. Az  |
 DE6194|                                                           dddmmss.s |
 DE6194| DE6195 2903 K                              APPROX. 1.6 KM 1783525.4 |
 DE6194|---------------------------------------------------------------------|
 DE6194
 DE6194                          SUPERSEDED SURVEY CONTROL
 DE6194
 DE6194  NAD 83(2007)-  46 56 03.80363(N)    094 43 24.66085(W) AD(2002.00) 0
 DE6194  ELLIP H (02/10/07)  415.822  (m)                       GP(2002.00)    
 DE6194  NAD 83(1996)-  46 56 03.80368(N)    094 43 24.66069(W) AD(       ) 1
 DE6194  ELLIP H (09/24/02)  415.840  (m)                       GP(       ) 4 1
 DE6194  NAVD 88 (08/26/19)  443.462  (m)         1454.92   (f) SUPERSEDED  2 1
 DE6194  NAVD 88 (05/02/18)  443.452  (m)         1454.89   (f) SUPERSEDED  2 1
 DE6194  NAVD 88             443.45   (m)         1454.9    (f) LEVELING    3  
 DE6194  NAVD 88 (08/05/02)  443.448  (m)         1454.88   (f) SUPERSEDED  2 1
 DE6194
 DE6194.Superseded values are not recommended for survey control.
 DE6194
 DE6194.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE6194.See file dsdata.pdf to determine how the superseded data were derived.
 DE6194
 DE6194_MARKER: DD = SURVEY DISK
 DE6194_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DE6194_STAMPING: 2903 J 1998
 DE6194_MARK LOGO: MNDT
 DE6194_PROJECTION: FLUSH
 DE6194_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DE6194_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DE6194_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DE6194+SATELLITE: SATELLITE OBSERVATIONS - August 11, 2014
 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  HISTORY     - 20140811 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.
 DE6194
 DE6194                          STATION RECOVERY (2014)
 DE6194
 DE6194'RECOVERY NOTE BY MN DEPT OF TRANSP 2014 (MAS)
 DE6194'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DE6195 ***********************************************************************
 DE6195  DESIGNATION -  2903 K
 DE6195  PID         -  DE6195
 DE6195  STATE/COUNTY-  MN/HUBBARD
 DE6195  COUNTRY     -  US
 DE6195  USGS QUAD   -  CRYSTAL LAKE (2019)
 DE6195
 DE6195                         *CURRENT SURVEY CONTROL
 DE6195  ______________________________________________________________________
 DE6195* NAD 83(2011) POSITION- 46 55 12.20438(N) 094 43 22.80689(W)   ADJUSTED
 DE6195* NAD 83(2011) ELLIP HT-   424.344 (meters)        (06/27/12)   ADJUSTED
 DE6195* NAD 83(2011) EPOCH   -  2010.00
 DE6195* NAVD 88 ORTHO HEIGHT -   452.025 (meters)     1483.02  (feet) ADJUSTED
 DE6195  ______________________________________________________________________
 DE6195  GEOID HEIGHT    -        -27.666 (meters)                     GEOID18
 DE6195  NAD 83(2011) X  -   -359,364.651 (meters)                     COMP
 DE6195  NAD 83(2011) Y  - -4,349,653.114 (meters)                     COMP
 DE6195  NAD 83(2011) Z  -  4,636,009.078 (meters)                     COMP
 DE6195  LAPLACE CORR    -         -2.65  (seconds)                    DEFLEC18
 DE6195  DYNAMIC HEIGHT  -        452.049 (meters)     1483.10  (feet) COMP
 DE6195  MODELED GRAVITY -    980,653.2   (mgal)                       NAVD 88
 DE6195
 DE6195  VERT ORDER      -  SECOND    CLASS I
 DE6195
 DE6195  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DE6195  Standards:
 DE6195         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DE6195            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DE6195  -------------------------------------------------------------------
 DE6195  NETWORK    0.72   0.61           0.34   0.23   0.31     -0.01022841
 DE6195  -------------------------------------------------------------------
 DE6195  Click here for local accuracies and other accuracy information.
 DE6195
 DE6195.The horizontal coordinates were established by GPS observations
 DE6195.and adjusted by the National Geodetic Survey in June 2012.
 DE6195
 DE6195.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DE6195.been affixed to the stable North American tectonic plate. See 
 DE6195.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DE6195
 DE6195.The horizontal coordinates are valid at the epoch date displayed above
 DE6195.which is a decimal equivalence of Year/Month/Day.
 DE6195
 DE6195.The orthometric height was determined by differential leveling and
 DE6195.adjusted by the NATIONAL GEODETIC SURVEY
 DE6195.in February 2020.
 DE6195
 DE6195.Significant digits in the geoid height do not necessarily reflect accuracy.
 DE6195.GEOID18 height accuracy estimate available here.
 DE6195
 DE6195.Click photographs - Photos may exist for this station.
 DE6195
 DE6195.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DE6195
 DE6195.The Laplace correction was computed from DEFLEC18 derived deflections.
 DE6195
 DE6195.The ellipsoidal height was determined by GPS observations
 DE6195.and is referenced to NAD 83.
 DE6195
 DE6195.The dynamic height is computed by dividing the NAVD 88
 DE6195.geopotential number by the normal gravity value computed on the
 DE6195.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE6195.degrees latitude (g = 980.6199 gals.).
 DE6195
 DE6195.The modeled gravity was interpolated from observed gravity values.
 DE6195
 DE6195. The following values were computed from the NAD 83(2011) position.
 DE6195
 DE6195;                    North         East     Units Scale Factor Converg.
 DE6195;SPC MN C     -   313,520.700   763,972.888   MT  0.99997419   -0 20 31.8
 DE6195;SPC MN C     - 1,028,609.16  2,506,467.72   sFT  0.99997419   -0 20 31.8
 DE6195;UTM  15      - 5,197,721.313   368,813.830   MT  0.99981152   -1 15 31.2
 DE6195
 DE6195!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE6195!SPC MN C     -   0.99993349  x   0.99997419  =   0.99990768
 DE6195!UTM  15      -   0.99993349  x   0.99981152  =   0.99974502
 DE6195
 DE6195:                Primary Azimuth Mark                     Grid Az
 DE6195:SPC MN C     -  2903 J                                   358 55 58.5
 DE6195:UTM  15      -  2903 J                                   359 50 57.9
 DE6195
 DE6195_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUM6881397721(NAD 83)
 DE6195
 DE6195|---------------------------------------------------------------------|
 DE6195| PID    Reference Object                     Distance      Geod. Az  |
 DE6195|                                                           dddmmss.s |
 DE6195| DE6194 2903 J                              APPROX. 1.6 KM 3583526.7 |
 DE6195|---------------------------------------------------------------------|
 DE6195
 DE6195                          SUPERSEDED SURVEY CONTROL
 DE6195
 DE6195  NAD 83(2007)-  46 55 12.20424(N)    094 43 22.80769(W) AD(2002.00) 0
 DE6195  ELLIP H (02/10/07)  424.377  (m)                       GP(2002.00)    
 DE6195  NAD 83(1996)-  46 55 12.20430(N)    094 43 22.80758(W) AD(       ) 1
 DE6195  ELLIP H (09/24/02)  424.392  (m)                       GP(       ) 4 1
 DE6195  NAVD 88 (08/26/19)  452.027  (m)         1483.03   (f) SUPERSEDED  2 1
 DE6195  NAVD 88 (05/02/18)  452.017  (m)         1482.99   (f) SUPERSEDED  2 1
 DE6195  NAVD 88             452.02   (m)         1483.0    (f) LEVELING    3  
 DE6195  NAVD 88 (08/05/02)  452.015  (m)         1482.99   (f) SUPERSEDED  2 1
 DE6195
 DE6195.Superseded values are not recommended for survey control.
 DE6195
 DE6195.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE6195.See file dsdata.pdf to determine how the superseded data were derived.
 DE6195
 DE6195_MARKER: DD = SURVEY DISK
 DE6195_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DE6195_STAMPING: 2903 K 1998
 DE6195_MARK LOGO: MNDT
 DE6195_PROJECTION: FLUSH
 DE6195_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DE6195_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DE6195_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE6195+SATELLITE: SATELLITE OBSERVATIONS - June 14, 2017
 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  HISTORY     - 20140811 GOOD             MNDT
 DE6195  HISTORY     - 20170614 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.
 DE6195
 DE6195                          STATION RECOVERY (2014)
 DE6195
 DE6195'RECOVERY NOTE BY MN DEPT OF TRANSP 2014 (MAS)
 DE6195'RECOVERED AS DESCRIBED.
 DE6195
 DE6195                          STATION RECOVERY (2017)
 DE6195
 DE6195'RECOVERY NOTE BY MN DEPT OF TRANSP 2017 (ZLZ)
 DE6195'6.0 MILES SOUTH OF AKELEY, 6.1 MILES SOUTH ALONG TRUNK HIGHWAY 64 FROM
 DE6195'THE JUNCTION OF TRUNK HIGHWAY 64 AND TRUNK HIGHWAY 34 IN AKELEY, AT
 DE6195'TRUNK HIGHWAY 64 MILEPOINT 42.75, 131.0 FEET WEST OF TRUNK HIGHWAY 64,
 DE6195'28.0 FEET NORTH OF 180TH STREET, 2.8 FEET EAST OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DQ1176 ***********************************************************************
 DQ1176  DESIGNATION -  2903 M RESET
 DQ1176  PID         -  DQ1176
 DQ1176  STATE/COUNTY-  MN/HUBBARD
 DQ1176  COUNTRY     -  US
 DQ1176  USGS QUAD   -  CRYSTAL LAKE (2019)
 DQ1176
 DQ1176                         *CURRENT SURVEY CONTROL
 DQ1176  ______________________________________________________________________
 DQ1176* NAD 83(2011) POSITION- 46 52 37.41693(N) 094 43 22.17408(W)   ADJUSTED
 DQ1176* NAD 83(2011) ELLIP HT-   411.624 (meters)        (11/14/18)   ADJUSTED
 DQ1176* NAD 83(2011) EPOCH   -  2010.00
 DQ1176* NAVD 88 ORTHO HEIGHT -   439.309 (meters)     1441.30  (feet) ADJUSTED
 DQ1176  ______________________________________________________________________
 DQ1176  GEOID HEIGHT    -        -27.669 (meters)                     GEOID18
 DQ1176  NAD 83(2011) X  -   -359,637.961 (meters)                     COMP
 DQ1176  NAD 83(2011) Y  - -4,353,123.934 (meters)                     COMP
 DQ1176  NAD 83(2011) Z  -  4,632,733.526 (meters)                     COMP
 DQ1176  LAPLACE CORR    -         -2.78  (seconds)                    DEFLEC18
 DQ1176  DYNAMIC HEIGHT  -        439.330 (meters)     1441.37  (feet) COMP
 DQ1176  MODELED GRAVITY -    980,649.3   (mgal)                       NAVD 88
 DQ1176
 DQ1176  VERT ORDER      -  SECOND    CLASS I
 DQ1176
 DQ1176  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DQ1176  Standards:
 DQ1176         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DQ1176            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DQ1176  -------------------------------------------------------------------
 DQ1176  NETWORK    0.97   1.80           0.45   0.32   0.92     -0.02374198
 DQ1176  -------------------------------------------------------------------
 DQ1176  Click here for local accuracies and other accuracy information.
 DQ1176
 DQ1176.The horizontal coordinates were established by GPS observations
 DQ1176.and adjusted by the MN DEPT OF TRANSP in November 2018.
 DQ1176
 DQ1176.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DQ1176.been affixed to the stable North American tectonic plate. See 
 DQ1176.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DQ1176
 DQ1176.The horizontal coordinates are valid at the epoch date displayed above
 DQ1176.which is a decimal equivalence of Year/Month/Day.
 DQ1176
 DQ1176.The orthometric height was determined by differential leveling and
 DQ1176.adjusted by the NATIONAL GEODETIC SURVEY
 DQ1176.in February 2020.
 DQ1176
 DQ1176.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ1176.GEOID18 height accuracy estimate available here.
 DQ1176
 DQ1176.Click photographs - Photos may exist for this station.
 DQ1176
 DQ1176.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DQ1176
 DQ1176.The Laplace correction was computed from DEFLEC18 derived deflections.
 DQ1176
 DQ1176.The ellipsoidal height was determined by GPS observations
 DQ1176.and is referenced to NAD 83.
 DQ1176
 DQ1176.The dynamic height is computed by dividing the NAVD 88
 DQ1176.geopotential number by the normal gravity value computed on the
 DQ1176.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ1176.degrees latitude (g = 980.6199 gals.).
 DQ1176
 DQ1176.The modeled gravity was interpolated from observed gravity values.
 DQ1176
 DQ1176. The following values were computed from the NAD 83(2011) position.
 DQ1176
 DQ1176;                    North         East     Units Scale Factor Converg.
 DQ1176;SPC MN C     -   308,740.973   763,957.743   MT  0.99996679   -0 20 31.3
 DQ1176;SPC MN C     - 1,012,927.68  2,506,418.03   sFT  0.99996679   -0 20 31.3
 DQ1176;UTM  15      - 5,192,943.198   368,722.285   MT  0.99981182   -1 15 27.5
 DQ1176
 DQ1176!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DQ1176!SPC MN C     -   0.99993548  x   0.99996679  =   0.99990227
 DQ1176!UTM  15      -   0.99993548  x   0.99981182  =   0.99974731
 DQ1176
 DQ1176_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUM6872292943(NAD 83)
 DQ1176
 DQ1176                          SUPERSEDED SURVEY CONTROL
 DQ1176
 DQ1176  NAVD 88 (08/26/19)  439.312  (m)         1441.31   (f) SUPERSEDED  2 1
 DQ1176  NAVD 88 (05/02/18)  439.303  (m)         1441.28   (f) SUPERSEDED  2 1
 DQ1176
 DQ1176.Superseded values are not recommended for survey control.
 DQ1176
 DQ1176.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DQ1176.See file dsdata.pdf to determine how the superseded data were derived.
 DQ1176
 DQ1176_MARKER: I = METAL ROD
 DQ1176_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DQ1176_STAMPING: 2903 M RESET 2014
 DQ1176_MARK LOGO: MNDT
 DQ1176_PROJECTION: RECESSED 10 CENTIMETERS
 DQ1176_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DQ1176_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ1176_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ1176+SATELLITE: SATELLITE OBSERVATIONS - June 14, 2017
 DQ1176_ROD/PIPE-DEPTH: 16.8 meters
 DQ1176
 DQ1176  HISTORY     - Date     Condition        Report By
 DQ1176  HISTORY     - 20140812 MONUMENTED       MNDT
 DQ1176  HISTORY     - 20170614 GOOD             MNDT
 DQ1176
 DQ1176                          STATION DESCRIPTION
 DQ1176
 DQ1176'DESCRIBED BY MN DEPT OF TRANSP 2014
 DQ1176'THE STATION IS LOCATED ABOUT 8.8 MI (14.2 KM) SOUTH OF AKELEY, 8.2 MI
 DQ1176'(13.2 KM) SOUTHEAST OF NEVIS AND 6.4 MI (10.3 KM) NORTHWEST OF OSHAWA.
 DQ1176'TO REACH THE MARK GO 1.0 MI (1.6 KM) NORTH ALONG TRUNK HIGHWAY 64 FROM
 DQ1176'THE JUNCTION OF TRUNK HIGHWAY 64 AND TRUNK HIGHWAY 87 IN BADOURA, AT
 DQ1176'TRUNK HIGHWAY 64 MILE POINT 39.75.
 DQ1176'
 DQ1176'THE MARK IS LOCATED 39 FT (11.9 M) NORTH OF COUNTY ROAD 22, 138.5 FT
 DQ1176'(42.2 M) EAST OF TRUNK HIGHWAY 64, 14.7 FT (4.5 M) WEST OF POWER POLE,
 DQ1176'4.2 FT (1.3 M) EAST OF A WITNESS POST.
 DQ1176'
 DQ1176'NOTE - THE STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM
 DQ1176'ROD DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION REMOVABLE
 DQ1176'DISK SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH
 DQ1176'PVC PIPE BACK FILLED WITH WASHED SAND.
 DQ1176
 DQ1176                          STATION RECOVERY (2017)
 DQ1176
 DQ1176'RECOVERY NOTE BY MN DEPT OF TRANSP 2017 (ZLZ)
 DQ1176'1.0 MILE NORTH OF BADOURA, 1.0 MILE NORTH ALONG TRUNK HIGHWAY 64 FROM
 DQ1176'THE JUNCTION OF TRUNK HIGHWAY 64 AND TRUNK HIGHWAY 87 IN BADOURA, AT
 DQ1176'TRUNK HIGHWAY 64 MILEPOINT 39.75, 39.0 FEET NORTH OF COUNTY ROAD 113,
 DQ1176'138.5 FEET EAST OF TRUNK HIGHWAY 64, 14.7 FEET WEST OF A POWER POLE,
 DQ1176'4.2 FEET EAST OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DQ1166 ***********************************************************************
 DQ1166  DESIGNATION -  2903 N
 DQ1166  PID         -  DQ1166
 DQ1166  STATE/COUNTY-  MN/HUBBARD
 DQ1166  COUNTRY     -  US
 DQ1166  USGS QUAD   -  OSHAWA (2019)
 DQ1166
 DQ1166                         *CURRENT SURVEY CONTROL
 DQ1166  ______________________________________________________________________
 DQ1166* NAD 83(2011) POSITION- 46 48 23.61769(N) 094 43 22.95779(W)   ADJUSTED
 DQ1166* NAD 83(2011) ELLIP HT-   399.565 (meters)        (11/14/18)   ADJUSTED
 DQ1166* NAD 83(2011) EPOCH   -  2010.00
 DQ1166* NAVD 88 ORTHO HEIGHT -   427.194 (meters)     1401.55  (feet) ADJUSTED
 DQ1166  ______________________________________________________________________
 DQ1166  GEOID HEIGHT    -        -27.639 (meters)                     GEOID18
 DQ1166  NAD 83(2011) X  -   -360,124.591 (meters)                     COMP
 DQ1166  NAD 83(2011) Y  - -4,358,812.358 (meters)                     COMP
 DQ1166  NAD 83(2011) Z  -  4,627,363.556 (meters)                     COMP
 DQ1166  LAPLACE CORR    -         -3.18  (seconds)                    DEFLEC18
 DQ1166  DYNAMIC HEIGHT  -        427.214 (meters)     1401.62  (feet) COMP
 DQ1166  MODELED GRAVITY -    980,647.8   (mgal)                       NAVD 88
 DQ1166
 DQ1166  VERT ORDER      -  SECOND    CLASS I
 DQ1166
 DQ1166  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DQ1166  Standards:
 DQ1166         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DQ1166            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DQ1166  -------------------------------------------------------------------
 DQ1166  NETWORK    0.85   1.51           0.39   0.29   0.77      0.01737912
 DQ1166  -------------------------------------------------------------------
 DQ1166  Click here for local accuracies and other accuracy information.
 DQ1166
 DQ1166.The horizontal coordinates were established by GPS observations
 DQ1166.and adjusted by the MN DEPT OF TRANSP in November 2018.
 DQ1166
 DQ1166.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DQ1166.been affixed to the stable North American tectonic plate. See 
 DQ1166.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DQ1166
 DQ1166.The horizontal coordinates are valid at the epoch date displayed above
 DQ1166.which is a decimal equivalence of Year/Month/Day.
 DQ1166
 DQ1166.The orthometric height was determined by differential leveling and
 DQ1166.adjusted by the NATIONAL GEODETIC SURVEY
 DQ1166.in February 2020.
 DQ1166
 DQ1166.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ1166.GEOID18 height accuracy estimate available here.
 DQ1166
 DQ1166.Click photographs - Photos may exist for this station.
 DQ1166
 DQ1166.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DQ1166
 DQ1166.The Laplace correction was computed from DEFLEC18 derived deflections.
 DQ1166
 DQ1166.The ellipsoidal height was determined by GPS observations
 DQ1166.and is referenced to NAD 83.
 DQ1166
 DQ1166.The dynamic height is computed by dividing the NAVD 88
 DQ1166.geopotential number by the normal gravity value computed on the
 DQ1166.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ1166.degrees latitude (g = 980.6199 gals.).
 DQ1166
 DQ1166.The modeled gravity was interpolated from observed gravity values.
 DQ1166
 DQ1166. The following values were computed from the NAD 83(2011) position.
 DQ1166
 DQ1166;                    North         East     Units Scale Factor Converg.
 DQ1166;SPC MN C     -   300,904.212   763,894.343   MT  0.99995589   -0 20 31.9
 DQ1166;SPC MN C     -   987,216.57  2,506,210.02   sFT  0.99995589   -0 20 31.9
 DQ1166;UTM  15      - 5,185,109.617   368,533.791   MT  0.99981243   -1 15 22.9
 DQ1166
 DQ1166!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DQ1166!SPC MN C     -   0.99993737  x   0.99995589  =   0.99989326
 DQ1166!UTM  15      -   0.99993737  x   0.99981243  =   0.99974981
 DQ1166
 DQ1166_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUM6853385109(NAD 83)
 DQ1166
 DQ1166                          SUPERSEDED SURVEY CONTROL
 DQ1166
 DQ1166  NAVD 88 (08/26/19)  427.200  (m)         1401.57   (f) SUPERSEDED  2 1
 DQ1166  NAVD 88 (05/02/18)  427.197  (m)         1401.56   (f) SUPERSEDED  2 1
 DQ1166
 DQ1166.Superseded values are not recommended for survey control.
 DQ1166
 DQ1166.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DQ1166.See file dsdata.pdf to determine how the superseded data were derived.
 DQ1166
 DQ1166_MARKER: I = METAL ROD
 DQ1166_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DQ1166_STAMPING: 2903 N 2014
 DQ1166_MARK LOGO: MNDT
 DQ1166_PROJECTION: FLUSH
 DQ1166_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DQ1166_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ1166_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ1166+SATELLITE: SATELLITE OBSERVATIONS - May 10, 2023
 DQ1166_ROD/PIPE-DEPTH: 5.8 meters
 DQ1166
 DQ1166  HISTORY     - Date     Condition        Report By
 DQ1166  HISTORY     - 20141006 MONUMENTED       MNDT
 DQ1166  HISTORY     - 20170620 GOOD             MNDT
 DQ1166  HISTORY     - 20230510 GOOD             MNDT
 DQ1166
 DQ1166                          STATION DESCRIPTION
 DQ1166
 DQ1166'DESCRIBED BY MN DEPT OF TRANSP 2014
 DQ1166'THE STATION IS LOCATED ABOUT 9.9 MI (15.9 KM) WEST OF BACKUS, 8.3 MI
 DQ1166'(13.4 KM) EAST-NORTHEAST OF HUNTERSVILLE AND 4.0 MI (6.4 KM) WEST OF
 DQ1166'OSHAWA.
 DQ1166'
 DQ1166'TO REACH THE MARK GO 3.85 MI (6.2 KM) SOUTH ALONG TRUNK HIGHWAY 64
 DQ1166'FROM THE JUNCTION OF TRUNK HIGHWAY 64 FROM THE JUNCTION OF TRUNK
 DQ1166'HIGHWAY 64 AND TRUNK HIGHWAY 87 IN BADOURA, AT TRUNK HIGHWAY 64 MILE
 DQ1166'POINT 34.9.
 DQ1166'
 DQ1166'THE MARK IS LOCATED 101.5 FT (30.9 M) SOUTHWEST OF TRUNK HIGHWAY 64,
 DQ1166'16.2 FT (4.9 M) SOUTHEAST OF ENTRANCE, 1.5 FT (0.5 M) NORTHEAST OF A
 DQ1166'WITNESS OF POST.
 DQ1166'
 DQ1166'NOTE - THE STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM
 DQ1166'ROD DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION REMOVABLE
 DQ1166'DISK SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH
 DQ1166'PVC PIPE BACK FILLED WITH WASHED SAND.
 DQ1166
 DQ1166                          STATION RECOVERY (2017)
 DQ1166
 DQ1166'RECOVERY NOTE BY MN DEPT OF TRANSP 2017 (JNB)
 DQ1166'3.85 MILES SOUTH OF BADOURA, 3.85 MILES SOUTH ALONG TRUNK HIGHWAY 64,
 DQ1166'FROM THE JUNCTION OF TRUNK HIGHWAY 64 AND TRUNK HIGHWAY 87 IN BADOURA,
 DQ1166'AT TRUNK HIGHWAY 64 MILEPOINT 34.9, 101.5 FEET SOUTHWEST OF TRUNK
 DQ1166'HIGHWAY 64, 16.2 FEET SOUTHEAST OF AN ENTRANCE, 1.5 FEET NORTHEAST OF
 DQ1166'A WITNESS OF POST.
 DQ1166
 DQ1166                          STATION RECOVERY (2023)
 DQ1166
 DQ1166'RECOVERY NOTE BY MN DEPT OF TRANSP 2023 (TJD)
 DQ1166'3.85 MI (6.19 KM) SOUTH OF BADOURA, 3.85 MI (6.19 KM) SOUTH ALONG
 DQ1166'TRUNK HIGHWAY 64 FROM THE JUNCTION OF TRUNK HIGHWAY 64 AND TRUNK
 DQ1166'HIGHWAY 87 IN BADOURA, AT TRUNK HIGHWAY 64 MILE POINT 34.9, 101.5 FT
 DQ1166'(30.9 M) SOUTHWEST OF TRUNK HIGHWAY 64, 16.2 FT (4.9 M) SOUTHEAST OF
 DQ1166'AN ENTRANCE, 1.5 FT (0.5 M) NORTHEAST OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DQ1169 ***********************************************************************
 DQ1169  DESIGNATION -  2903 P
 DQ1169  PID         -  DQ1169
 DQ1169  STATE/COUNTY-  MN/HUBBARD
 DQ1169  COUNTRY     -  US
 DQ1169  USGS QUAD   -  OSHAWA (2019)
 DQ1169
 DQ1169                         *CURRENT SURVEY CONTROL
 DQ1169  ______________________________________________________________________
 DQ1169* NAD 83(2011) POSITION- 46 50 25.68130(N) 094 43 24.16409(W)   ADJUSTED
 DQ1169* NAD 83(2011) ELLIP HT-   402.192 (meters)        (11/14/18)   ADJUSTED
 DQ1169* NAD 83(2011) EPOCH   -  2010.00
 DQ1169* NAVD 88 ORTHO HEIGHT -   429.843 (meters)     1410.24  (feet) ADJUSTED
 DQ1169  ______________________________________________________________________
 DQ1169  GEOID HEIGHT    -        -27.657 (meters)                     GEOID18
 DQ1169  NAD 83(2011) X  -   -359,923.869 (meters)                     COMP
 DQ1169  NAD 83(2011) Y  - -4,356,072.443 (meters)                     COMP
 DQ1169  NAD 83(2011) Z  -  4,629,944.772 (meters)                     COMP
 DQ1169  LAPLACE CORR    -         -3.10  (seconds)                    DEFLEC18
 DQ1169  DYNAMIC HEIGHT  -        429.864 (meters)     1410.31  (feet) COMP
 DQ1169  MODELED GRAVITY -    980,648.8   (mgal)                       NAVD 88
 DQ1169
 DQ1169  VERT ORDER      -  SECOND    CLASS I
 DQ1169
 DQ1169  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DQ1169  Standards:
 DQ1169         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DQ1169            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DQ1169  -------------------------------------------------------------------
 DQ1169  NETWORK    0.91   1.67           0.42   0.30   0.85     -0.01674112
 DQ1169  -------------------------------------------------------------------
 DQ1169  Click here for local accuracies and other accuracy information.
 DQ1169
 DQ1169.The horizontal coordinates were established by GPS observations
 DQ1169.and adjusted by the MN DEPT OF TRANSP in November 2018.
 DQ1169
 DQ1169.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DQ1169.been affixed to the stable North American tectonic plate. See 
 DQ1169.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DQ1169
 DQ1169.The horizontal coordinates are valid at the epoch date displayed above
 DQ1169.which is a decimal equivalence of Year/Month/Day.
 DQ1169
 DQ1169.The orthometric height was determined by differential leveling and
 DQ1169.adjusted by the NATIONAL GEODETIC SURVEY
 DQ1169.in February 2020.
 DQ1169
 DQ1169.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ1169.GEOID18 height accuracy estimate available here.
 DQ1169
 DQ1169.Click photographs - Photos may exist for this station.
 DQ1169
 DQ1169.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DQ1169
 DQ1169.The Laplace correction was computed from DEFLEC18 derived deflections.
 DQ1169
 DQ1169.The ellipsoidal height was determined by GPS observations
 DQ1169.and is referenced to NAD 83.
 DQ1169
 DQ1169.The dynamic height is computed by dividing the NAVD 88
 DQ1169.geopotential number by the normal gravity value computed on the
 DQ1169.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ1169.degrees latitude (g = 980.6199 gals.).
 DQ1169
 DQ1169.The modeled gravity was interpolated from observed gravity values.
 DQ1169
 DQ1169. The following values were computed from the NAD 83(2011) position.
 DQ1169
 DQ1169;                    North         East     Units Scale Factor Converg.
 DQ1169;SPC MN C     -   304,673.445   763,891.295   MT  0.99996095   -0 20 32.8
 DQ1169;SPC MN C     -   999,582.79  2,506,200.02   sFT  0.99996095   -0 20 32.8
 DQ1169;UTM  15      - 5,188,877.867   368,590.894   MT  0.99981225   -1 15 26.3
 DQ1169
 DQ1169!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DQ1169!SPC MN C     -   0.99993696  x   0.99996095  =   0.99989791
 DQ1169!UTM  15      -   0.99993696  x   0.99981225  =   0.99974922
 DQ1169
 DQ1169_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUM6859088877(NAD 83)
 DQ1169
 DQ1169                          SUPERSEDED SURVEY CONTROL
 DQ1169
 DQ1169  NAVD 88 (08/26/19)  429.847  (m)         1410.26   (f) SUPERSEDED  2 1
 DQ1169  NAVD 88 (05/02/18)  429.841  (m)         1410.24   (f) SUPERSEDED  2 1
 DQ1169
 DQ1169.Superseded values are not recommended for survey control.
 DQ1169
 DQ1169.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DQ1169.See file dsdata.pdf to determine how the superseded data were derived.
 DQ1169
 DQ1169_MARKER: I = METAL ROD
 DQ1169_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DQ1169_STAMPING: 2903 P 2014
 DQ1169_MARK LOGO: MNDT
 DQ1169_PROJECTION: FLUSH
 DQ1169_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DQ1169_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ1169_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ1169+SATELLITE: SATELLITE OBSERVATIONS - June 20, 2017
 DQ1169_ROD/PIPE-DEPTH: 10.4 meters
 DQ1169
 DQ1169  HISTORY     - Date     Condition        Report By
 DQ1169  HISTORY     - 20141007 MONUMENTED       MNDT
 DQ1169  HISTORY     - 20170620 GOOD             MNDT
 DQ1169
 DQ1169                          STATION DESCRIPTION
 DQ1169
 DQ1169'DESCRIBED BY MN DEPT OF TRANSP 2014
 DQ1169'THE STATION IS LOCATED ABOUT 9.9 MI (15.9 KM) WEST OF BACKUS, 9.2 MI
 DQ1169'(14.8 KM) EAST-NORTHEAST OF HUNTERSVILLE AND 4.7 MI (7.6 KM)
 DQ1169'WEST-NORTHWEST OF OSHAWA.
 DQ1169'
 DQ1169'TO REACH THE MARK GO 1.5 MI (2.4 KM) SOUTH ALONG TRUNK HIGHWAY 64 FROM
 DQ1169'THE JUNCTION OF TRUNK HIGHWAY 64 AND TRUNK HIGHWAY 87 IN BADOURA, AT
 DQ1169'TRUNK HIGHWAY 64 MILE POINT 37.2.
 DQ1169'
 DQ1169'THE MARK IS LOCATED 68.7 FT (20.9 M) EAST OF TRUNK HIGHWAY 64, 14.5 FT
 DQ1169'(4.4 M) NORTH OF ENTRANCE, 1.5 FT (0.5 M) WEST OF A WITNESS POST.
 DQ1169'
 DQ1169'NOTE - THE STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM
 DQ1169'ROD DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION REMOVABLE
 DQ1169'DISK SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH
 DQ1169'PVC PIPE BACK FILLED WITH WASHED SAND.
 DQ1169
 DQ1169                          STATION RECOVERY (2017)
 DQ1169
 DQ1169'RECOVERY NOTE BY MN DEPT OF TRANSP 2017 (JRA)
 DQ1169'1.5 MILES SOUTH OF BADOURA, 1.5 MILES SOUTH ALONG TRUNK HIGHWAY 64
 DQ1169'FROM THE JUNCTION OF TRUNK HIGHWAY 64 AND TRUNK HIGHWAY 87 IN BADOURA,
 DQ1169'AT TRUNK HIGHWAY 64 MILEPOINT 37.2, 68.7 FEET EAST OF TRUNK HIGHWAY
 DQ1169'64, 14.5 FEET NORTH OF AN ENTRANCE, 1.5 FEET WEST OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DQ1170 ***********************************************************************
 DQ1170  DESIGNATION -  2903 Q
 DQ1170  PID         -  DQ1170
 DQ1170  STATE/COUNTY-  MN/HUBBARD
 DQ1170  COUNTRY     -  US
 DQ1170  USGS QUAD   -  OSHAWA (2019)
 DQ1170
 DQ1170                         *CURRENT SURVEY CONTROL
 DQ1170  ______________________________________________________________________
 DQ1170* NAD 83(2011) POSITION- 46 51 17.72417(N) 094 43 23.15808(W)   ADJUSTED
 DQ1170* NAD 83(2011) ELLIP HT-   404.640 (meters)        (11/14/18)   ADJUSTED
 DQ1170* NAD 83(2011) EPOCH   -  2010.00
 DQ1170* NAVD 88 ORTHO HEIGHT -   432.313 (meters)     1418.35  (feet) ADJUSTED
 DQ1170  ______________________________________________________________________
 DQ1170  GEOID HEIGHT    -        -27.663 (meters)                     GEOID18
 DQ1170  NAD 83(2011) X  -   -359,806.217 (meters)                     COMP
 DQ1170  NAD 83(2011) Y  - -4,354,907.347 (meters)                     COMP
 DQ1170  NAD 83(2011) Z  -  4,631,045.775 (meters)                     COMP
 DQ1170  LAPLACE CORR    -         -3.02  (seconds)                    DEFLEC18
 DQ1170  DYNAMIC HEIGHT  -        432.334 (meters)     1418.42  (feet) COMP
 DQ1170  MODELED GRAVITY -    980,649.0   (mgal)                       NAVD 88
 DQ1170
 DQ1170  VERT ORDER      -  SECOND    CLASS I
 DQ1170
 DQ1170  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DQ1170  Standards:
 DQ1170         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DQ1170            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DQ1170  -------------------------------------------------------------------
 DQ1170  NETWORK    0.95   1.80           0.44   0.31   0.92     -0.03779763
 DQ1170  -------------------------------------------------------------------
 DQ1170  Click here for local accuracies and other accuracy information.
 DQ1170
 DQ1170.The horizontal coordinates were established by GPS observations
 DQ1170.and adjusted by the MN DEPT OF TRANSP in November 2018.
 DQ1170
 DQ1170.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DQ1170.been affixed to the stable North American tectonic plate. See 
 DQ1170.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DQ1170
 DQ1170.The horizontal coordinates are valid at the epoch date displayed above
 DQ1170.which is a decimal equivalence of Year/Month/Day.
 DQ1170
 DQ1170.The orthometric height was determined by differential leveling and
 DQ1170.adjusted by the NATIONAL GEODETIC SURVEY
 DQ1170.in February 2020.
 DQ1170
 DQ1170.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ1170.GEOID18 height accuracy estimate available here.
 DQ1170
 DQ1170.Click photographs - Photos may exist for this station.
 DQ1170
 DQ1170.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DQ1170
 DQ1170.The Laplace correction was computed from DEFLEC18 derived deflections.
 DQ1170
 DQ1170.The ellipsoidal height was determined by GPS observations
 DQ1170.and is referenced to NAD 83.
 DQ1170
 DQ1170.The dynamic height is computed by dividing the NAVD 88
 DQ1170.geopotential number by the normal gravity value computed on the
 DQ1170.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ1170.degrees latitude (g = 980.6199 gals.).
 DQ1170
 DQ1170.The modeled gravity was interpolated from observed gravity values.
 DQ1170
 DQ1170. The following values were computed from the NAD 83(2011) position.
 DQ1170
 DQ1170;                    North         East     Units Scale Factor Converg.
 DQ1170;SPC MN C     -   306,280.310   763,922.209   MT  0.99996321   -0 20 32.0
 DQ1170;SPC MN C     - 1,004,854.65  2,506,301.45   sFT  0.99996321   -0 20 32.0
 DQ1170;UTM  15      - 5,190,483.793   368,647.456   MT  0.99981206   -1 15 26.6
 DQ1170
 DQ1170!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DQ1170!SPC MN C     -   0.99993658  x   0.99996321  =   0.99989979
 DQ1170!UTM  15      -   0.99993658  x   0.99981206  =   0.99974865
 DQ1170
 DQ1170_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUM6864790483(NAD 83)
 DQ1170
 DQ1170                          SUPERSEDED SURVEY CONTROL
 DQ1170
 DQ1170  NAVD 88 (08/26/19)  432.317  (m)         1418.36   (f) SUPERSEDED  2 1
 DQ1170  NAVD 88 (05/02/18)  432.310  (m)         1418.34   (f) SUPERSEDED  2 1
 DQ1170
 DQ1170.Superseded values are not recommended for survey control.
 DQ1170
 DQ1170.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DQ1170.See file dsdata.pdf to determine how the superseded data were derived.
 DQ1170
 DQ1170_MARKER: I = METAL ROD
 DQ1170_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DQ1170_STAMPING: 2903 Q 2014
 DQ1170_MARK LOGO: MNDT
 DQ1170_PROJECTION: RECESSED 3 CENTIMETERS
 DQ1170_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DQ1170_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ1170_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ1170+SATELLITE: SATELLITE OBSERVATIONS - June 20, 2017
 DQ1170_ROD/PIPE-DEPTH: 5.8 meters
 DQ1170
 DQ1170  HISTORY     - Date     Condition        Report By
 DQ1170  HISTORY     - 20141006 MONUMENTED       MNDT
 DQ1170  HISTORY     - 20170620 GOOD             MNDT
 DQ1170
 DQ1170                          STATION DESCRIPTION
 DQ1170
 DQ1170'DESCRIBED BY MN DEPT OF TRANSP 2014
 DQ1170'THE STATION IS LOCATED ABOUT 9.7 MI (15.6 KM) NORTHEAST OF
 DQ1170'HUNTERSVILLE, 9.4 MI (15.1 KM) SOUTHEAST OF NEVIS AND 5.3 MI (8.5 KM)
 DQ1170'NORTHWEST OF OSHAWA.
 DQ1170'
 DQ1170'TO REACH THE MARK GO 0.5 MI (0.8 KM) SOUTH ALONG TRUNK HIGHWAY 64 FROM
 DQ1170'THE JUNCTION OF TRUNK HIGHWAY 64 AND TRUNK HIGHWAY 87 IN BADOURA, AT
 DQ1170'TRUNK HIGHWAY 64 MILE POINT 38.2.
 DQ1170'
 DQ1170'THE MARK IS LOCATED 58.8 FT (17.9 M) EAST OF TRUNK HIGHWAY 64, 26.9 FT
 DQ1170'(8.2 M) SOUTH OF ROAD, 1.5 FT (0.5 M) WEST OF A WITNESS POST.
 DQ1170'
 DQ1170'NOTE - THE STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM
 DQ1170'ROD DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION REMOVABLE
 DQ1170'DISK SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH
 DQ1170'PVC PIPE BACK FILLED WITH WASHED SAND.
 DQ1170
 DQ1170                          STATION RECOVERY (2017)
 DQ1170
 DQ1170'RECOVERY NOTE BY MN DEPT OF TRANSP 2017 (JNB)
 DQ1170'0.5 MILE SOUTH OF BADOURA, 0.5 MILE SOUTH ALONG TRUNK HIGHWAY 64 FROM
 DQ1170'THE JUNCTION OF TRUNK HIGHWAY 64 AND TRUNK HIGHWAY 87 IN BADOURA, AT
 DQ1170'TRUNK HIGHWAY 64 MILEPOINT 38.2, 58.8 FEET EAST OF TRUNK HIGHWAY 64,
 DQ1170'26.9 FEET SOUTH OF A ROAD, 1.5 FEET WEST OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DQ1177 ***********************************************************************
 DQ1177  DESIGNATION -  2903 R
 DQ1177  PID         -  DQ1177
 DQ1177  STATE/COUNTY-  MN/HUBBARD
 DQ1177  COUNTRY     -  US
 DQ1177  USGS QUAD   -  CRYSTAL LAKE (2019)
 DQ1177
 DQ1177                         *CURRENT SURVEY CONTROL
 DQ1177  ______________________________________________________________________
 DQ1177* NAD 83(2011) POSITION- 46 53 28.15647(N) 094 43 25.70599(W)   ADJUSTED
 DQ1177* NAD 83(2011) ELLIP HT-   416.119 (meters)        (11/14/18)   ADJUSTED
 DQ1177* NAD 83(2011) EPOCH   -  2010.00
 DQ1177* NAVD 88 ORTHO HEIGHT -   443.800 (meters)     1456.03  (feet) ADJUSTED
 DQ1177  ______________________________________________________________________
 DQ1177  GEOID HEIGHT    -        -27.669 (meters)                     GEOID18
 DQ1177  NAD 83(2011) X  -   -359,618.556 (meters)                     COMP
 DQ1177  NAD 83(2011) Y  - -4,351,980.894 (meters)                     COMP
 DQ1177  NAD 83(2011) Z  -  4,633,807.779 (meters)                     COMP
 DQ1177  LAPLACE CORR    -         -2.83  (seconds)                    DEFLEC18
 DQ1177  DYNAMIC HEIGHT  -        443.822 (meters)     1456.11  (feet) COMP
 DQ1177  MODELED GRAVITY -    980,649.7   (mgal)                       NAVD 88
 DQ1177
 DQ1177  VERT ORDER      -  SECOND    CLASS I
 DQ1177
 DQ1177  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DQ1177  Standards:
 DQ1177         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DQ1177            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DQ1177  -------------------------------------------------------------------
 DQ1177  NETWORK    0.95   1.74           0.44   0.32   0.89     -0.01800750
 DQ1177  -------------------------------------------------------------------
 DQ1177  Click here for local accuracies and other accuracy information.
 DQ1177
 DQ1177.The horizontal coordinates were established by GPS observations
 DQ1177.and adjusted by the MN DEPT OF TRANSP in November 2018.
 DQ1177
 DQ1177.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DQ1177.been affixed to the stable North American tectonic plate. See 
 DQ1177.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DQ1177
 DQ1177.The horizontal coordinates are valid at the epoch date displayed above
 DQ1177.which is a decimal equivalence of Year/Month/Day.
 DQ1177
 DQ1177.The orthometric height was determined by differential leveling and
 DQ1177.adjusted by the NATIONAL GEODETIC SURVEY
 DQ1177.in February 2020.
 DQ1177
 DQ1177.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ1177.GEOID18 height accuracy estimate available here.
 DQ1177
 DQ1177.Click photographs - Photos may exist for this station.
 DQ1177
 DQ1177.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DQ1177
 DQ1177.The Laplace correction was computed from DEFLEC18 derived deflections.
 DQ1177
 DQ1177.The ellipsoidal height was determined by GPS observations
 DQ1177.and is referenced to NAD 83.
 DQ1177
 DQ1177.The dynamic height is computed by dividing the NAVD 88
 DQ1177.geopotential number by the normal gravity value computed on the
 DQ1177.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ1177.degrees latitude (g = 980.6199 gals.).
 DQ1177
 DQ1177.The modeled gravity was interpolated from observed gravity values.
 DQ1177
 DQ1177. The following values were computed from the NAD 83(2011) position.
 DQ1177
 DQ1177;                    North         East     Units Scale Factor Converg.
 DQ1177;SPC MN C     -   310,308.187   763,892.331   MT  0.99996916   -0 20 33.9
 DQ1177;SPC MN C     - 1,018,069.44  2,506,203.42   sFT  0.99996916   -0 20 33.9
 DQ1177;UTM  15      - 5,194,511.012   368,681.936   MT  0.99981195   -1 15 31.2
 DQ1177
 DQ1177!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DQ1177!SPC MN C     -   0.99993478  x   0.99996916  =   0.99990394
 DQ1177!UTM  15      -   0.99993478  x   0.99981195  =   0.99974674
 DQ1177
 DQ1177_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUM6868194511(NAD 83)
 DQ1177
 DQ1177                          SUPERSEDED SURVEY CONTROL
 DQ1177
 DQ1177  NAVD 88 (08/26/19)  443.803  (m)         1456.04   (f) SUPERSEDED  2 1
 DQ1177  NAVD 88 (05/02/18)  443.793  (m)         1456.01   (f) SUPERSEDED  2 1
 DQ1177
 DQ1177.Superseded values are not recommended for survey control.
 DQ1177
 DQ1177.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DQ1177.See file dsdata.pdf to determine how the superseded data were derived.
 DQ1177
 DQ1177_MARKER: I = METAL ROD
 DQ1177_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DQ1177_STAMPING: 2903 R 2014
 DQ1177_MARK LOGO: MNDT
 DQ1177_PROJECTION: RECESSED 3 CENTIMETERS
 DQ1177_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DQ1177_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ1177_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ1177+SATELLITE: SATELLITE OBSERVATIONS - June 14, 2017
 DQ1177_ROD/PIPE-DEPTH: 18.0 meters
 DQ1177
 DQ1177  HISTORY     - Date     Condition        Report By
 DQ1177  HISTORY     - 20141006 MONUMENTED       MNDT
 DQ1177  HISTORY     - 20170614 GOOD             MNDT
 DQ1177
 DQ1177                          STATION DESCRIPTION
 DQ1177
 DQ1177'DESCRIBED BY MN DEPT OF TRANSP 2014
 DQ1177'THE STATION IS LOCATED ABOUT 7.8 MI (12.6 KM) SOUTH OF AKELEY, 7.5 MI
 DQ1177'(12.1 KM) SOUTHEAST OF NEVIS AND 7.3 MI (11.7 KM) NORTHWEST OF OSHAWA.
 DQ1177'TO REACH THE MARK GO 2.0 MI (3.2 KM) NORTH ALONG TRUNK HIGHWAY 64
 DQ1177'FROM THE JUNCTION OF TRUNK HIGHWAY 64 AND TRUNK HIGHWAY 87 IN BADOURA,
 DQ1177'AT TRUNK HIGHWAY 64 MILE POINT 40.75.
 DQ1177'
 DQ1177'THE MARK IS LOCATED 63.5 FT (19.4 M) WEST OF TRUNK HIGHWAY 64, 56.6 FT
 DQ1177'(17.3 M) SOUTH OF ENTRANCE, 40 FT (12.2 M) NORTH OF ENTRANCE, 1.5 FT
 DQ1177'(0.5 M) EAST OF A WITNESS POST.
 DQ1177'
 DQ1177'NOTE - THE STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM
 DQ1177'ROD DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION REMOVABLE
 DQ1177'DISK SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH
 DQ1177'PVC PIPE BACK FILLED WITH WASHED SAND.
 DQ1177
 DQ1177                          STATION RECOVERY (2017)
 DQ1177
 DQ1177'RECOVERY NOTE BY MN DEPT OF TRANSP 2017 (JRA)
 DQ1177'2.0 MILES NORTH OF BADOURA, 2.0 MILES NORTH ALONG TRUNK HIGHWAY 64
 DQ1177'FROM THE JUNCTION OF TRUNK HIGHWAY 64 AND TRUNK HIGHWAY 87 IN BADOURA,
 DQ1177'AT TRUNK HIGHWAY 64 MILEPOINT 40.75, 63.5 FEET WEST OF TRUNK HIGHWAY
 DQ1177'64, 56.6 FEET SOUTH OF AN ENTRANCE, 40.0 FEET NORTH OF AN ENTRANCE,
 DQ1177'1.5 FEET EAST OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DQ1178 ***********************************************************************
 DQ1178  DESIGNATION -  2903 S
 DQ1178  PID         -  DQ1178
 DQ1178  STATE/COUNTY-  MN/HUBBARD
 DQ1178  COUNTRY     -  US
 DQ1178  USGS QUAD   -  CRYSTAL LAKE (2019)
 DQ1178
 DQ1178                         *CURRENT SURVEY CONTROL
 DQ1178  ______________________________________________________________________
 DQ1178* NAD 83(2011) POSITION- 46 56 02.74940(N) 094 43 19.28953(W)   ADJUSTED
 DQ1178* NAD 83(2011) ELLIP HT-   412.195 (meters)        (11/14/18)   ADJUSTED
 DQ1178* NAD 83(2011) EPOCH   -  2010.00
 DQ1178* NAVD 88 ORTHO HEIGHT -   439.860 (meters)     1443.11  (feet) ADJUSTED
 DQ1178  ______________________________________________________________________
 DQ1178  GEOID HEIGHT    -        -27.661 (meters)                     GEOID18
 DQ1178  NAD 83(2011) X  -   -359,195.927 (meters)                     COMP
 DQ1178  NAD 83(2011) Y  - -4,348,514.590 (meters)                     COMP
 DQ1178  NAD 83(2011) Z  -  4,637,066.223 (meters)                     COMP
 DQ1178  LAPLACE CORR    -         -2.63  (seconds)                    DEFLEC18
 DQ1178  DYNAMIC HEIGHT  -        439.885 (meters)     1443.19  (feet) COMP
 DQ1178  MODELED GRAVITY -    980,656.3   (mgal)                       NAVD 88
 DQ1178
 DQ1178  VERT ORDER      -  SECOND    CLASS I
 DQ1178
 DQ1178  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DQ1178  Standards:
 DQ1178         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DQ1178            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DQ1178  -------------------------------------------------------------------
 DQ1178  NETWORK    0.94   1.82           0.43   0.32   0.93      0.02767515
 DQ1178  -------------------------------------------------------------------
 DQ1178  Click here for local accuracies and other accuracy information.
 DQ1178
 DQ1178.The horizontal coordinates were established by GPS observations
 DQ1178.and adjusted by the MN DEPT OF TRANSP in November 2018.
 DQ1178
 DQ1178.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DQ1178.been affixed to the stable North American tectonic plate. See 
 DQ1178.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DQ1178
 DQ1178.The horizontal coordinates are valid at the epoch date displayed above
 DQ1178.which is a decimal equivalence of Year/Month/Day.
 DQ1178
 DQ1178.The orthometric height was determined by differential leveling and
 DQ1178.adjusted by the NATIONAL GEODETIC SURVEY
 DQ1178.in February 2020.
 DQ1178
 DQ1178.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ1178.GEOID18 height accuracy estimate available here.
 DQ1178
 DQ1178.Click photographs - Photos may exist for this station.
 DQ1178
 DQ1178.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DQ1178
 DQ1178.The Laplace correction was computed from DEFLEC18 derived deflections.
 DQ1178
 DQ1178.The ellipsoidal height was determined by GPS observations
 DQ1178.and is referenced to NAD 83.
 DQ1178
 DQ1178.The dynamic height is computed by dividing the NAVD 88
 DQ1178.geopotential number by the normal gravity value computed on the
 DQ1178.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ1178.degrees latitude (g = 980.6199 gals.).
 DQ1178
 DQ1178.The modeled gravity was interpolated from observed gravity values.
 DQ1178
 DQ1178. The following values were computed from the NAD 83(2011) position.
 DQ1178
 DQ1178;                    North         East     Units Scale Factor Converg.
 DQ1178;SPC MN C     -   315,081.040   764,056.607   MT  0.99997673   -0 20 29.2
 DQ1178;SPC MN C     - 1,033,728.38  2,506,742.38   sFT  0.99997673   -0 20 29.2
 DQ1178;UTM  15      - 5,199,279.858   368,922.482   MT  0.99981117   -1 15 29.6
 DQ1178
 DQ1178!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DQ1178!SPC MN C     -   0.99993539  x   0.99997673  =   0.99991212
 DQ1178!UTM  15      -   0.99993539  x   0.99981117  =   0.99974657
 DQ1178
 DQ1178_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUM6892299279(NAD 83)
 DQ1178
 DQ1178                          SUPERSEDED SURVEY CONTROL
 DQ1178
 DQ1178  NAVD 88 (08/26/19)  439.862  (m)         1443.11   (f) SUPERSEDED  2 1
 DQ1178  NAVD 88 (05/02/18)  439.851  (m)         1443.08   (f) SUPERSEDED  2 1
 DQ1178
 DQ1178.Superseded values are not recommended for survey control.
 DQ1178
 DQ1178.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DQ1178.See file dsdata.pdf to determine how the superseded data were derived.
 DQ1178
 DQ1178_MARKER: I = METAL ROD
 DQ1178_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DQ1178_STAMPING: 2903 S 2014
 DQ1178_MARK LOGO: MNDT
 DQ1178_PROJECTION: FLUSH
 DQ1178_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DQ1178_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ1178_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ1178+SATELLITE: SATELLITE OBSERVATIONS - June 14, 2017
 DQ1178_ROD/PIPE-DEPTH: 5.8 meters
 DQ1178
 DQ1178  HISTORY     - Date     Condition        Report By
 DQ1178  HISTORY     - 20141006 MONUMENTED       MNDT
 DQ1178  HISTORY     - 20170614 GOOD             MNDT
 DQ1178
 DQ1178                          STATION DESCRIPTION
 DQ1178
 DQ1178'DESCRIBED BY MN DEPT OF TRANSP 2014
 DQ1178'THE STATION IS LOCATED ABOUT 9.5 MI (15.3 KM) WEST OF HACKENSACK, 5.9
 DQ1178'MI (9.5 KM) EAST-SOUTHEAST OF NEVIS AND 4.8 MI (7.7 KM) SOUTH OF
 DQ1178'AKELEY.
 DQ1178'
 DQ1178'TO REACH THE MARK GO 2.0 MI (3.2 KM) NORTH ALONG TRUNK HIGHWAY 64 FROM
 DQ1178'THE JUNCTION OF TRUNK HIGHWAY 64 AND COUNTY ROAD 119 IN CHAMBERLIN, AT
 DQ1178'TRUNK HIGHWAY 64 MILE POINT 43.75.
 DQ1178'
 DQ1178'THE MARK IS LOCATED 76.3 FT (23.3 M) EAST OF TRUNK HIGHWAY 64, 128.7
 DQ1178'FT (39.2 M) SOUTH OF 190TH STREET, 5.1 FT (1.6 M) WEST OF RIGHT-OF-WAY
 DQ1178'POST, 1.5 FT (0.5 M) WEST OF A WITNESS POST.
 DQ1178'
 DQ1178'NOTE - THE STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM
 DQ1178'ROD DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION REMOVABLE
 DQ1178'DISK SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH
 DQ1178'PVC PIPE BACK FILLED WITH WASHED SAND.
 DQ1178
 DQ1178                          STATION RECOVERY (2017)
 DQ1178
 DQ1178'RECOVERY NOTE BY MN DEPT OF TRANSP 2017 (JRA)
 DQ1178'2.0 MILES NORTH OF CHAMBERLIN, 2.0 MILES NORTH ALONG TRUNK HIGHWAY 64
 DQ1178'FROM THE JUNCTION OF TRUNK HIGHWAY 64 AND COUNTY ROAD 119 IN
 DQ1178'CHAMBERLIN, AT TRUNK HIGHWAY 64 MILEPOINT 43.75, 76.3 FEET EAST OF
 DQ1178'TRUNK HIGHWAY 64, 128.7 FEET SOUTH OF 190TH STREET, 5.1 FEET WEST OF A
 DQ1178'RIGHT-OF-WAY POST, 1.5 FEET WEST OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DQ1180 ***********************************************************************
 DQ1180  DESIGNATION -  2903 T
 DQ1180  PID         -  DQ1180
 DQ1180  STATE/COUNTY-  MN/HUBBARD
 DQ1180  COUNTRY     -  US
 DQ1180  USGS QUAD   -  CRYSTAL LAKE (2019)
 DQ1180
 DQ1180                         *CURRENT SURVEY CONTROL
 DQ1180  ______________________________________________________________________
 DQ1180* NAD 83(2011) POSITION- 46 57 53.06526(N) 094 43 18.54083(W)   ADJUSTED
 DQ1180* NAD 83(2011) ELLIP HT-   400.780 (meters)        (11/14/18)   ADJUSTED
 DQ1180* NAD 83(2011) EPOCH   -  2010.00
 DQ1180* NAVD 88 ORTHO HEIGHT -   428.427 (meters)     1405.60  (feet) ADJUSTED
 DQ1180  ______________________________________________________________________
 DQ1180  GEOID HEIGHT    -        -27.641 (meters)                     GEOID18
 DQ1180  NAD 83(2011) X  -   -358,974.567 (meters)                     COMP
 DQ1180  NAD 83(2011) Y  - -4,346,027.033 (meters)                     COMP
 DQ1180  NAD 83(2011) Z  -  4,639,383.531 (meters)                     COMP
 DQ1180  LAPLACE CORR    -         -2.62  (seconds)                    DEFLEC18
 DQ1180  DYNAMIC HEIGHT  -        428.455 (meters)     1405.69  (feet) COMP
 DQ1180  MODELED GRAVITY -    980,664.7   (mgal)                       NAVD 88
 DQ1180
 DQ1180  VERT ORDER      -  SECOND    CLASS I
 DQ1180
 DQ1180  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DQ1180  Standards:
 DQ1180         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DQ1180            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DQ1180  -------------------------------------------------------------------
 DQ1180  NETWORK    1.14   2.25           0.53   0.37   1.15      0.00988115
 DQ1180  -------------------------------------------------------------------
 DQ1180  Click here for local accuracies and other accuracy information.
 DQ1180
 DQ1180.The horizontal coordinates were established by GPS observations
 DQ1180.and adjusted by the MN DEPT OF TRANSP in November 2018.
 DQ1180
 DQ1180.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DQ1180.been affixed to the stable North American tectonic plate. See 
 DQ1180.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DQ1180
 DQ1180.The horizontal coordinates are valid at the epoch date displayed above
 DQ1180.which is a decimal equivalence of Year/Month/Day.
 DQ1180
 DQ1180.The orthometric height was determined by differential leveling and
 DQ1180.adjusted by the NATIONAL GEODETIC SURVEY
 DQ1180.in February 2020.
 DQ1180
 DQ1180.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ1180.GEOID18 height accuracy estimate available here.
 DQ1180
 DQ1180.Click photographs - Photos may exist for this station.
 DQ1180
 DQ1180.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DQ1180
 DQ1180.The Laplace correction was computed from DEFLEC18 derived deflections.
 DQ1180
 DQ1180.The ellipsoidal height was determined by GPS observations
 DQ1180.and is referenced to NAD 83.
 DQ1180
 DQ1180.The dynamic height is computed by dividing the NAVD 88
 DQ1180.geopotential number by the normal gravity value computed on the
 DQ1180.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ1180.degrees latitude (g = 980.6199 gals.).
 DQ1180
 DQ1180.The modeled gravity was interpolated from observed gravity values.
 DQ1180
 DQ1180. The following values were computed from the NAD 83(2011) position.
 DQ1180
 DQ1180;                    North         East     Units Scale Factor Converg.
 DQ1180;SPC MN C     -   318,487.426   764,092.736   MT  0.99998248   -0 20 28.7
 DQ1180;SPC MN C     - 1,044,904.16  2,506,860.92   sFT  0.99998248   -0 20 28.7
 DQ1180;UTM  15      - 5,202,684.656   369,013.112   MT  0.99981088   -1 15 31.4
 DQ1180
 DQ1180!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DQ1180!SPC MN C     -   0.99993718  x   0.99998248  =   0.99991966
 DQ1180!UTM  15      -   0.99993718  x   0.99981088  =   0.99974807
 DQ1180
 DQ1180_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUN6901302684(NAD 83)
 DQ1180
 DQ1180                          SUPERSEDED SURVEY CONTROL
 DQ1180
 DQ1180  NAVD 88 (08/26/19)  428.428  (m)         1405.60   (f) SUPERSEDED  2 1
 DQ1180  NAVD 88 (05/02/18)  428.417  (m)         1405.56   (f) SUPERSEDED  2 1
 DQ1180
 DQ1180.Superseded values are not recommended for survey control.
 DQ1180
 DQ1180.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DQ1180.See file dsdata.pdf to determine how the superseded data were derived.
 DQ1180
 DQ1180_MARKER: I = METAL ROD
 DQ1180_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DQ1180_STAMPING: 2903 T 2014
 DQ1180_MARK LOGO: MNDT
 DQ1180_PROJECTION: FLUSH
 DQ1180_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DQ1180_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ1180_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ1180+SATELLITE: SATELLITE OBSERVATIONS - June 14, 2017
 DQ1180_ROD/PIPE-DEPTH: 7.0 meters
 DQ1180
 DQ1180  HISTORY     - Date     Condition        Report By
 DQ1180  HISTORY     - 20141008 MONUMENTED       MNDT
 DQ1180  HISTORY     - 20170614 GOOD             MNDT
 DQ1180
 DQ1180                          STATION DESCRIPTION
 DQ1180
 DQ1180'DESCRIBED BY MN DEPT OF TRANSP 2014
 DQ1180'THE STATION IS LOCATED ABOUT 9.8 MI (15.8 KM) WEST-NORTHWEST OF
 DQ1180'HACKENSACK, 5.5 MI (8.8 KM) EAST OF NEVIS AND 2.7 MI (4.3 KM) SOUTH OF
 DQ1180'AKELEY.
 DQ1180'
 DQ1180'TO REACH THE MARK GO 2.8 MI (4.5 KM) SOUTH ALONG TRUNK HIGHWAY 64 FROM
 DQ1180'WEST JUNCTION OF TRUNK HIGHWAY 64 AND TRUNK HIGHWAY 34 IN AKELEY, AT
 DQ1180'TRUNK HIGHWAY 64 MILE POINT 45.85.
 DQ1180'
 DQ1180'THE MARK IS LOCATED 78.0 FT (23.8 M) WEST OF TRUNK HIGHWAY 64, 8.0 FT
 DQ1180'(2.4 M) SOUTH OF ENTRANCE, 11.9 FT (3.6 M) EAST OF RIGHT-OF-WAY POST,
 DQ1180'1.5 FT (0.5 M) EAST OF A WITNESS POST.
 DQ1180'
 DQ1180'NOTE - THE STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM
 DQ1180'ROD DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION REMOVABLE
 DQ1180'DISK SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH
 DQ1180'PVC PIPE BACK FILLED WITH WASHED SAND.
 DQ1180
 DQ1180                          STATION RECOVERY (2017)
 DQ1180
 DQ1180'RECOVERY NOTE BY MN DEPT OF TRANSP 2017 (ZLZ)
 DQ1180'3.1 MILES SOUTH OF AKELEY, 2.8 MILES SOUTH ALONG TRUNK HIGHWAY 64 FROM
 DQ1180'THE WEST JUNCTION OF TRUNK HIGHWAY 64 AND TRUNK HIGHWAY 34 IN AKELEY,
 DQ1180'AT TRUNK HIGHWAY 64 MILEPOINT 45.85, 78.0 FEET WEST OF TRUNK HIGHWAY
 DQ1180'64, 8.0 FEET SOUTH OF AN ENTRANCE, 11.9 FEET EAST OF A RIGHT-OF-WAY
 DQ1180'POST, 1.5 FEET EAST OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DQ1181 ***********************************************************************
 DQ1181  DESIGNATION -  2903 U
 DQ1181  PID         -  DQ1181
 DQ1181  STATE/COUNTY-  MN/HUBBARD
 DQ1181  COUNTRY     -  US
 DQ1181  USGS QUAD   -  CRYSTAL LAKE (2019)
 DQ1181
 DQ1181                         *CURRENT SURVEY CONTROL
 DQ1181  ______________________________________________________________________
 DQ1181* NAD 83(2011) POSITION- 46 58 36.30203(N) 094 43 44.73141(W)   ADJUSTED
 DQ1181* NAD 83(2011) ELLIP HT-   400.581 (meters)        (11/14/18)   ADJUSTED
 DQ1181* NAD 83(2011) EPOCH   -  2010.00
 DQ1181* NAVD 88 ORTHO HEIGHT -   428.206 (meters)     1404.87  (feet) ADJUSTED
 DQ1181  ______________________________________________________________________
 DQ1181  GEOID HEIGHT    -        -27.624 (meters)                     GEOID18
 DQ1181  NAD 83(2011) X  -   -359,445.920 (meters)                     COMP
 DQ1181  NAD 83(2011) Y  - -4,345,008.521 (meters)                     COMP
 DQ1181  NAD 83(2011) Z  -  4,640,294.531 (meters)                     COMP
 DQ1181  LAPLACE CORR    -         -2.69  (seconds)                    DEFLEC18
 DQ1181  DYNAMIC HEIGHT  -        428.235 (meters)     1404.97  (feet) COMP
 DQ1181  MODELED GRAVITY -    980,668.4   (mgal)                       NAVD 88
 DQ1181
 DQ1181  VERT ORDER      -  SECOND    CLASS I
 DQ1181
 DQ1181  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DQ1181  Standards:
 DQ1181         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DQ1181            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DQ1181  -------------------------------------------------------------------
 DQ1181  NETWORK    1.23   2.69           0.56   0.43   1.37     -0.03518780
 DQ1181  -------------------------------------------------------------------
 DQ1181  Click here for local accuracies and other accuracy information.
 DQ1181
 DQ1181.The horizontal coordinates were established by GPS observations
 DQ1181.and adjusted by the MN DEPT OF TRANSP in November 2018.
 DQ1181
 DQ1181.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DQ1181.been affixed to the stable North American tectonic plate. See 
 DQ1181.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DQ1181
 DQ1181.The horizontal coordinates are valid at the epoch date displayed above
 DQ1181.which is a decimal equivalence of Year/Month/Day.
 DQ1181
 DQ1181.The orthometric height was determined by differential leveling and
 DQ1181.adjusted by the NATIONAL GEODETIC SURVEY
 DQ1181.in February 2020.
 DQ1181
 DQ1181.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ1181.GEOID18 height accuracy estimate available here.
 DQ1181
 DQ1181.Click photographs - Photos may exist for this station.
 DQ1181
 DQ1181.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DQ1181
 DQ1181.The Laplace correction was computed from DEFLEC18 derived deflections.
 DQ1181
 DQ1181.The ellipsoidal height was determined by GPS observations
 DQ1181.and is referenced to NAD 83.
 DQ1181
 DQ1181.The dynamic height is computed by dividing the NAVD 88
 DQ1181.geopotential number by the normal gravity value computed on the
 DQ1181.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ1181.degrees latitude (g = 980.6199 gals.).
 DQ1181
 DQ1181.The modeled gravity was interpolated from observed gravity values.
 DQ1181
 DQ1181. The following values were computed from the NAD 83(2011) position.
 DQ1181
 DQ1181;                    North         East     Units Scale Factor Converg.
 DQ1181;SPC MN C     -   319,825.882   763,547.148   MT  0.99998481   -0 20 47.7
 DQ1181;SPC MN C     - 1,049,295.41  2,505,070.93   sFT  0.99998481   -0 20 47.7
 DQ1181;UTM  15      - 5,204,031.446   368,489.118   MT  0.99981257   -1 15 51.4
 DQ1181
 DQ1181!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DQ1181!SPC MN C     -   0.99993721  x   0.99998481  =   0.99992202
 DQ1181!UTM  15      -   0.99993721  x   0.99981257  =   0.99974979
 DQ1181
 DQ1181_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUN6848904031(NAD 83)
 DQ1181
 DQ1181                          SUPERSEDED SURVEY CONTROL
 DQ1181
 DQ1181  NAVD 88 (08/26/19)  428.207  (m)         1404.88   (f) SUPERSEDED  2 1
 DQ1181  NAVD 88 (05/02/18)  428.195  (m)         1404.84   (f) SUPERSEDED  2 1
 DQ1181
 DQ1181.Superseded values are not recommended for survey control.
 DQ1181
 DQ1181.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DQ1181.See file dsdata.pdf to determine how the superseded data were derived.
 DQ1181
 DQ1181_MARKER: I = METAL ROD
 DQ1181_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DQ1181_STAMPING: 2903 U 2014
 DQ1181_MARK LOGO: MNDT
 DQ1181_PROJECTION: FLUSH
 DQ1181_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DQ1181_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ1181_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ1181+SATELLITE: SATELLITE OBSERVATIONS - June 14, 2017
 DQ1181_ROD/PIPE-DEPTH: 4.3 meters
 DQ1181
 DQ1181  HISTORY     - Date     Condition        Report By
 DQ1181  HISTORY     - 20141008 MONUMENTED       MNDT
 DQ1181  HISTORY     - 20170614 GOOD             MNDT
 DQ1181
 DQ1181                          STATION DESCRIPTION
 DQ1181
 DQ1181'DESCRIBED BY MN DEPT OF TRANSP 2014
 DQ1181'THE STATION IS LOCATED ABOUT 10.4 MI (16.7 KM) WEST-NORTHWEST OF
 DQ1181'HACKENSACK, 5.3 MI (8.5 KM) EAST OF NEVIS AND 1.9 MI (3.1 KM) SOUTH OF
 DQ1181'AKELEY.
 DQ1181'
 DQ1181'TO REACH THE MARK GO 1.85 MI (3.0 KM) SOUTH ALONG TRUNK HIGHWAY 64
 DQ1181'FROM WEST JUNCTION OF TRUNK HIGHWAY 64 AND TRUNK HIGHWAY 34 IN AKELEY,
 DQ1181'AT TRUNK HIGHWAY 64 MILE POINT 46.8.
 DQ1181'
 DQ1181'THE MARK IS LOCATED 56.0 FT (17.1 M) SOUTHWEST OF TRUNK HIGHWAY 64,
 DQ1181'51.0 FT (15.5 M) SOUTHEAST OF ENTRANCE, 1.5 FT (0.5 M) NORTHEAST OF A
 DQ1181'WITNESS POST.
 DQ1181'
 DQ1181'NOTE - THE STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM
 DQ1181'ROD DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION REMOVABLE
 DQ1181'DISK SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH
 DQ1181'PVC PIPE BACK FILLED WITH WASHED SAND.
 DQ1181
 DQ1181                          STATION RECOVERY (2017)
 DQ1181
 DQ1181'RECOVERY NOTE BY MN DEPT OF TRANSP 2017 (JRA)
 DQ1181'2.2 MILES SOUTH OF AKELEY, 1.85 MILES SOUTH ALONG TRUNK HIGHWAY 64
 DQ1181'FROM THE WEST JUNCTION OF TRUNK HIGHWAY 64 AND TRUNK HIGHWAY 34 IN
 DQ1181'AKELEY, AT TRUNK HIGHWAY 64 MILEPOINT 46.8, 56.0 FEET SOUTHWEST OF
 DQ1181'TRUNK HIGHWAY 64, 51.0 FEET SOUTHEAST OF AN ENTRANCE, 1.5 FEET
 DQ1181'NORTHEAST OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 AJ2411 ***********************************************************************
 AJ2411  DESIGNATION -  2904 A
 AJ2411  PID         -  AJ2411
 AJ2411  STATE/COUNTY-  MN/HUBBARD
 AJ2411  COUNTRY     -  US
 AJ2411  USGS QUAD   -  MENAHGA (2019)
 AJ2411
 AJ2411                         *CURRENT SURVEY CONTROL
 AJ2411  ______________________________________________________________________
 AJ2411* NAD 83(1986) POSITION- 46 48 27.15   (N) 095 06 05.93   (W)   HD_HELD1
 AJ2411* NAVD 88 ORTHO HEIGHT -   425.747 (meters)     1396.80  (feet) ADJUSTED
 AJ2411  ______________________________________________________________________
 AJ2411  GEOID HEIGHT    -        -27.265 (meters)                     GEOID18
 AJ2411  DYNAMIC HEIGHT  -        425.765 (meters)     1396.86  (feet) COMP
 AJ2411  MODELED GRAVITY -    980,644.1   (mgal)                       NAVD 88
 AJ2411
 AJ2411  VERT ORDER      -  SECOND    CLASS I
 AJ2411
 AJ2411.The horizontal coordinates were determined by differentially corrected
 AJ2411.hand held GPS observations or other comparable positioning techniques
 AJ2411.and have an estimated accuracy of +/- 3 meters.
 AJ2411
 AJ2411.The orthometric height was determined by differential leveling and
 AJ2411.adjusted by the NATIONAL GEODETIC SURVEY
 AJ2411.in August 2019.
 AJ2411
 AJ2411.Significant digits in the geoid height do not necessarily reflect accuracy.
 AJ2411.GEOID18 height accuracy estimate available here.
 AJ2411
 AJ2411.Click photographs - Photos may exist for this station.
 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     -   301,254.9     734,999.0     MT  (+/- 3 meters HH1 GPS) 
 AJ2411
 AJ2411_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUM3965085921(NAD 83)
 AJ2411
 AJ2411                          SUPERSEDED SURVEY CONTROL
 AJ2411
 AJ2411  NAVD 88 (08/10/04)  425.724  (m)         1396.73   (f) SUPERSEDED  2 1
 AJ2411
 AJ2411.Superseded values are not recommended for survey control.
 AJ2411
 AJ2411.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ2411.See file dsdata.pdf to determine how the superseded data were derived.
 AJ2411
 AJ2411_MARKER: DB = BENCH MARK DISK
 AJ2411_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 AJ2411_SP_SET: CULVERT
 AJ2411_STAMPING: 2904 A 1998
 AJ2411_MARK LOGO: MNHD
 AJ2411_MAGNETIC: N = NO MAGNETIC MATERIAL
 AJ2411_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AJ2411+STABILITY: SURFACE MOTION
 AJ2411_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AJ2411+SATELLITE: SATELLITE OBSERVATIONS - May 29, 2012
 AJ2411
 AJ2411  HISTORY     - Date     Condition        Report By
 AJ2411  HISTORY     - 19600401 MONUMENTED       MNHD
 AJ2411  HISTORY     - 19980328 GOOD             MNDT
 AJ2411  HISTORY     - 20120529 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.
 AJ2411
 AJ2411                          STATION RECOVERY (2012)
 AJ2411
 AJ2411'RECOVERY NOTE BY MN DEPT OF TRANSP 2012 (MAS)
 AJ2411'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DL3542 ***********************************************************************
 DL3542  DESIGNATION -  2904 B 1
 DL3542  PID         -  DL3542
 DL3542  STATE/COUNTY-  MN/HUBBARD
 DL3542  COUNTRY     -  US
 DL3542  USGS QUAD   -  PARK RAPIDS (2019)
 DL3542
 DL3542                         *CURRENT SURVEY CONTROL
 DL3542  ______________________________________________________________________
 DL3542* NAD 83(2011) POSITION- 46 54 27.84881(N) 095 04 01.40769(W)   ADJUSTED
 DL3542* NAD 83(2011) ELLIP HT-   413.156 (meters)        (06/20/23)   ADJUSTED
 DL3542* NAD 83(2011) EPOCH   -  2010.00
 DL3542* NAVD 88 ORTHO HEIGHT -   440.474 (meters)     1445.12  (feet) ADJUSTED
 DL3542  ______________________________________________________________________
 DL3542  GEOID HEIGHT    -        -27.306 (meters)                     GEOID18
 DL3542  NAD 83(2011) X  -   -385,564.956 (meters)                     COMP
 DL3542  NAD 83(2011) Y  - -4,348,405.639 (meters)                     COMP
 DL3542  NAD 83(2011) Z  -  4,635,065.198 (meters)                     COMP
 DL3542  LAPLACE CORR    -         -3.46  (seconds)                    DEFLEC18
 DL3542  DYNAMIC HEIGHT  -        440.496 (meters)     1445.19  (feet) COMP
 DL3542  MODELED GRAVITY -    980,651.6   (mgal)                       NAVD 88
 DL3542
 DL3542  VERT ORDER      -  SECOND    CLASS I
 DL3542
 DL3542  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DL3542  Standards:
 DL3542         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DL3542            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DL3542  -------------------------------------------------------------------
 DL3542  NETWORK    0.71   1.31           0.32   0.25   0.67     -0.06156922
 DL3542  -------------------------------------------------------------------
 DL3542  Click here for local accuracies and other accuracy information.
 DL3542
 DL3542.The horizontal coordinates were established by GPS observations
 DL3542.and adjusted by the MN DEPT OF TRANSP in June 2023.
 DL3542
 DL3542.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DL3542.been affixed to the stable North American tectonic plate. See 
 DL3542.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DL3542
 DL3542.The horizontal coordinates are valid at the epoch date displayed above
 DL3542.which is a decimal equivalence of Year/Month/Day.
 DL3542
 DL3542.The orthometric height was determined by differential leveling and
 DL3542.adjusted by the NATIONAL GEODETIC SURVEY
 DL3542.in August 2019.
 DL3542
 DL3542.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL3542.GEOID18 height accuracy estimate available here.
 DL3542
 DL3542.Click photographs - Photos may exist for this station.
 DL3542
 DL3542.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DL3542
 DL3542.The Laplace correction was computed from DEFLEC18 derived deflections.
 DL3542
 DL3542.The ellipsoidal height was determined by GPS observations
 DL3542.and is referenced to NAD 83.
 DL3542
 DL3542.The dynamic height is computed by dividing the NAVD 88
 DL3542.geopotential number by the normal gravity value computed on the
 DL3542.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL3542.degrees latitude (g = 980.6199 gals.).
 DL3542
 DL3542.The modeled gravity was interpolated from observed gravity values.
 DL3542
 DL3542. The following values were computed from the NAD 83(2011) position.
 DL3542
 DL3542;                    North         East     Units Scale Factor Converg.
 DL3542;SPC MN C     -   312,364.509   737,753.814   MT  0.99997201   -0 35 27.8
 DL3542;SPC MN C     - 1,024,815.89  2,420,447.30   sFT  0.99997201   -0 35 27.8
 DL3542;UTM  15      - 5,196,985.251   342,582.658   MT  0.99990457   -1 30 35.2
 DL3542
 DL3542!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DL3542!SPC MN C     -   0.99993524  x   0.99997201  =   0.99990725
 DL3542!UTM  15      -   0.99993524  x   0.99990457  =   0.99983982
 DL3542
 DL3542_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUM4258296985(NAD 83)
 DL3542
 DL3542                          SUPERSEDED SURVEY CONTROL
 DL3542
 DL3542  NAVD 88 (08/06/14)  440.448  (m)         1445.04   (f) SUPERSEDED  2 1
 DL3542  NAVD 88 (07/21/09)  440.446  (m)         1445.03   (f) SUPERSEDED  2 1
 DL3542
 DL3542.Superseded values are not recommended for survey control.
 DL3542
 DL3542.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL3542.See file dsdata.pdf to determine how the superseded data were derived.
 DL3542
 DL3542_MARKER: DD = SURVEY DISK
 DL3542_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DL3542_STAMPING: 2904 B 1 2007
 DL3542_MARK LOGO: MNDT
 DL3542_PROJECTION: RECESSED 30 CENTIMETERS
 DL3542_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DL3542_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL3542_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL3542+SATELLITE: SATELLITE OBSERVATIONS - February 22, 2023
 DL3542_ROD/PIPE-DEPTH: 13.7 meters
 DL3542
 DL3542  HISTORY     - Date     Condition        Report By
 DL3542  HISTORY     - 20070524 MONUMENTED       MNDT
 DL3542  HISTORY     - 20130328 GOOD             MNDT
 DL3542  HISTORY     - 20190829 GOOD             MNDT
 DL3542  HISTORY     - 20230222 GOOD             MNDT
 DL3542
 DL3542                          STATION DESCRIPTION
 DL3542
 DL3542'DESCRIBED BY MN DEPT OF TRANSP 2007
 DL3542'THE MARK IS 1.0 MI (1.6 KM) SOUTH OF PARK RAPIDS, IN MNDT MAINTENANCE
 DL3542'YARD, 1.0 MI (1.6 KM) SOUTH ALONG TRUNK HIGHWAY 71 FROM THE JUNCTION
 DL3542'OF TRUNK HIGHWAY 71 AND TRUNK HIGHWAY 34 IN PARK RAPIDS TO TRUNK
 DL3542'HIGHWAY 71 MILE POINT 258.9, THENCE 0.4 MI (0.6 KM) WEST ON INDUSTRIAL
 DL3542'ROAD, 165 FT (50.3 M) NORTH OF INDUSTRIAL ROAD, 88.8 FT (27.1 M)
 DL3542'SOUTH-SOUTHEAST OF THE SOUTHEAST CORNER OF MAINTENANCE GARAGE, 32.4 FT
 DL3542'(9.9 M) WEST OF CYCLONE FENCE, 24.6 FT (7.5 M) EAST OF CURB, 32.0 FT
 DL3542'(9.8 M) WEST OF A WITNESS POST.
 DL3542
 DL3542                          STATION RECOVERY (2013)
 DL3542
 DL3542'RECOVERY NOTE BY MN DEPT OF TRANSP 2013 (MPP)
 DL3542'RECOVERED IN GOOD CONDITION.
 DL3542
 DL3542                          STATION RECOVERY (2019)
 DL3542
 DL3542'RECOVERY NOTE BY MN DEPT OF TRANSP 2019 (BDB)
 DL3542'RECOVERED AS DESCRIBED.
 DL3542
 DL3542                          STATION RECOVERY (2023)
 DL3542
 DL3542'RECOVERY NOTE BY MN DEPT OF TRANSP 2023 (AXD)
 DL3542'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 AJ2412 ***********************************************************************
 AJ2412  DESIGNATION -  2904 C
 AJ2412  PID         -  AJ2412
 AJ2412  STATE/COUNTY-  MN/HUBBARD
 AJ2412  COUNTRY     -  US
 AJ2412  USGS QUAD   -  MENAHGA (2019)
 AJ2412
 AJ2412                         *CURRENT SURVEY CONTROL
 AJ2412  ______________________________________________________________________
 AJ2412* NAD 83(2011) POSITION- 46 49 32.70338(N) 095 05 24.23463(W)   ADJUSTED
 AJ2412* NAD 83(2011) ELLIP HT-   410.808 (meters)        (06/27/12)   ADJUSTED
 AJ2412* NAD 83(2011) EPOCH   -  2010.00
 AJ2412* NAVD 88 ORTHO HEIGHT -   438.107 (meters)     1437.36  (feet) ADJUSTED
 AJ2412  ______________________________________________________________________
 AJ2412  GEOID HEIGHT    -        -27.276 (meters)                     GEOID18
 AJ2412  NAD 83(2011) X  -   -387,901.052 (meters)                     COMP
 AJ2412  NAD 83(2011) Y  - -4,354,874.226 (meters)                     COMP
 AJ2412  NAD 83(2011) Z  -  4,628,831.788 (meters)                     COMP
 AJ2412  LAPLACE CORR    -         -3.62  (seconds)                    DEFLEC18
 AJ2412  DYNAMIC HEIGHT  -        438.126 (meters)     1437.42  (feet) COMP
 AJ2412  MODELED GRAVITY -    980,645.6   (mgal)                       NAVD 88
 AJ2412
 AJ2412  VERT ORDER      -  SECOND    CLASS I
 AJ2412
 AJ2412  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AJ2412  Standards:
 AJ2412         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AJ2412            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AJ2412  -------------------------------------------------------------------
 AJ2412  NETWORK    0.51   0.55           0.23   0.18   0.28     -0.00767260
 AJ2412  -------------------------------------------------------------------
 AJ2412  Click here for local accuracies and other accuracy information.
 AJ2412
 AJ2412.The horizontal coordinates were established by GPS observations
 AJ2412.and adjusted by the National Geodetic Survey in June 2012.
 AJ2412
 AJ2412.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AJ2412.been affixed to the stable North American tectonic plate. See 
 AJ2412.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AJ2412
 AJ2412.The horizontal coordinates are valid at the epoch date displayed above
 AJ2412.which is a decimal equivalence of Year/Month/Day.
 AJ2412
 AJ2412.The orthometric height was determined by differential leveling and
 AJ2412.adjusted by the NATIONAL GEODETIC SURVEY
 AJ2412.in August 2019.
 AJ2412
 AJ2412.Significant digits in the geoid height do not necessarily reflect accuracy.
 AJ2412.GEOID18 height accuracy estimate available here.
 AJ2412
 AJ2412.Click photographs - Photos may exist for this station.
 AJ2412
 AJ2412.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ2412
 AJ2412.The Laplace correction was computed from DEFLEC18 derived deflections.
 AJ2412
 AJ2412.The ellipsoidal height was determined by GPS observations
 AJ2412.and is referenced to NAD 83.
 AJ2412
 AJ2412.The dynamic height is computed by dividing the NAVD 88
 AJ2412.geopotential number by the normal gravity value computed on the
 AJ2412.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ2412.degrees latitude (g = 980.6199 gals.).
 AJ2412
 AJ2412.The modeled gravity was interpolated from observed gravity values.
 AJ2412
 AJ2412. The following values were computed from the NAD 83(2011) position.
 AJ2412
 AJ2412;                    North         East     Units Scale Factor Converg.
 AJ2412;SPC MN C     -   303,269.564   735,904.431   MT  0.99995871   -0 36 27.7
 AJ2412;SPC MN C     -   994,976.89  2,414,379.79   sFT  0.99995871   -0 36 27.7
 AJ2412;UTM  15      - 5,187,921.611   340,587.942   MT  0.99991235   -1 31 28.4
 AJ2412
 AJ2412!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ2412!SPC MN C     -   0.99993561  x   0.99995871  =   0.99989432
 AJ2412!UTM  15      -   0.99993561  x   0.99991235  =   0.99984796
 AJ2412
 AJ2412_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUM4058787921(NAD 83)
 AJ2412
 AJ2412                          SUPERSEDED SURVEY CONTROL
 AJ2412
 AJ2412  NAD 83(2007)-  46 49 32.70339(N)    095 05 24.23548(W) AD(2002.00) 0
 AJ2412  ELLIP H (02/10/07)  410.837  (m)                       GP(2002.00)    
 AJ2412  NAD 83(1996)-  46 49 32.70308(N)    095 05 24.23555(W) AD(       ) 1
 AJ2412  ELLIP H (07/22/02)  410.862  (m)                       GP(       ) 4 1
 AJ2412  NAVD 88 (08/10/04)  438.081  (m)         1437.27   (f) SUPERSEDED  2 1
 AJ2412  NAVD 88             438.08   (m)         1437.3    (f) LEVELING    3  
 AJ2412
 AJ2412.Superseded values are not recommended for survey control.
 AJ2412
 AJ2412.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ2412.See file dsdata.pdf to determine how the superseded data were derived.
 AJ2412
 AJ2412_MARKER: DD = SURVEY DISK
 AJ2412_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 AJ2412_STAMPING: 2904 C 1998
 AJ2412_MARK LOGO: MNDT
 AJ2412_PROJECTION: FLUSH
 AJ2412_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AJ2412_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AJ2412_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ2412+SATELLITE: SATELLITE OBSERVATIONS - May 24, 2017
 AJ2412_ROD/PIPE-DEPTH: 13.7 meters
 AJ2412
 AJ2412  HISTORY     - Date     Condition        Report By
 AJ2412  HISTORY     - 19980713 MONUMENTED       MNDT
 AJ2412  HISTORY     - 20021016 GOOD             MNDT
 AJ2412  HISTORY     - 20120529 GOOD             MNDT
 AJ2412  HISTORY     - 20170524 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.
 AJ2412
 AJ2412                          STATION RECOVERY (2012)
 AJ2412
 AJ2412'RECOVERY NOTE BY MN DEPT OF TRANSP 2012 (KMS)
 AJ2412'6.85 MILES SOUTH OF PARK RAPIDS, 6.85 MILES SOUTH ALONG TRUNK HIGHWAY
 AJ2412'71 FROM JUNCTION OF TRUNK HIGHWAY 71 AND TRUNK HIGHWAY 34 IN PARK
 AJ2412'RAPIDS, AT TRUNK HIGHWAY 71 MILEPOINT 253.0, 71.3 FEET EAST-SOUTHEAST
 AJ2412'OF TRUNK HIGHWAY 71, 37.5 FEET EAST-SOUTHEAST OF MILEPOST NUMBER 253,
 AJ2412'3.0 FEET NORTH-NORTHEAST OF WITNESS POST.
 AJ2412
 AJ2412                          STATION RECOVERY (2017)
 AJ2412
 AJ2412'RECOVERY NOTE BY MN DEPT OF TRANSP 2017 (JRA)
 AJ2412'6.85 MILES SOUTH OF PARK RAPIDS, 6.85 MILES SOUTH ALONG TRUNK HIGHWAY
 AJ2412'71 FROM THE JUNCTION OF TRUNK HIGHWAY 71 AND TRUNK HIGHWAY 34 IN PARK
 AJ2412'RAPIDS, AT TRUNK HIGHWAY 71 MILEPOST 253.0, 71.3 FEET EAST-SOUTHEAST
 AJ2412'OF TRUNK HIGHWAY 71, 37.5 FEET EAST-SOUTHEAST OF MILEPOST NUMBER
 AJ2412'253.0, 3.0 FEET NORTH-NORTHEAST OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 AJ2413 ***********************************************************************
 AJ2413  DESIGNATION -  2904 D
 AJ2413  PID         -  AJ2413
 AJ2413  STATE/COUNTY-  MN/HUBBARD
 AJ2413  COUNTRY     -  US
 AJ2413  USGS QUAD   -  MENAHGA (2019)
 AJ2413
 AJ2413                         *CURRENT SURVEY CONTROL
 AJ2413  ______________________________________________________________________
 AJ2413* NAD 83(2011) POSITION- 46 51 48.90918(N) 095 04 11.66330(W)   ADJUSTED
 AJ2413* NAD 83(2011) ELLIP HT-   409.026 (meters)        (06/27/12)   ADJUSTED
 AJ2413* NAD 83(2011) EPOCH   -  2010.00
 AJ2413* NAVD 88 ORTHO HEIGHT -   436.347 (meters)     1431.58  (feet) ADJUSTED
 AJ2413  ______________________________________________________________________
 AJ2413  GEOID HEIGHT    -        -27.294 (meters)                     GEOID18
 AJ2413  NAD 83(2011) X  -   -386,097.553 (meters)                     COMP
 AJ2413  NAD 83(2011) Y  - -4,351,952.721 (meters)                     COMP
 AJ2413  NAD 83(2011) Z  -  4,631,707.506 (meters)                     COMP
 AJ2413  LAPLACE CORR    -         -3.49  (seconds)                    DEFLEC18
 AJ2413  DYNAMIC HEIGHT  -        436.368 (meters)     1431.65  (feet) COMP
 AJ2413  MODELED GRAVITY -    980,648.5   (mgal)                       NAVD 88
 AJ2413
 AJ2413  VERT ORDER      -  SECOND    CLASS I
 AJ2413
 AJ2413  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AJ2413  Standards:
 AJ2413         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AJ2413            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AJ2413  -------------------------------------------------------------------
 AJ2413  NETWORK    0.36   0.47           0.16   0.13   0.24      0.00500268
 AJ2413  -------------------------------------------------------------------
 AJ2413  Click here for local accuracies and other accuracy information.
 AJ2413
 AJ2413.The horizontal coordinates were established by GPS observations
 AJ2413.and adjusted by the National Geodetic Survey in June 2012.
 AJ2413
 AJ2413.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AJ2413.been affixed to the stable North American tectonic plate. See 
 AJ2413.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AJ2413
 AJ2413.The horizontal coordinates are valid at the epoch date displayed above
 AJ2413.which is a decimal equivalence of Year/Month/Day.
 AJ2413
 AJ2413.The orthometric height was determined by differential leveling and
 AJ2413.adjusted by the NATIONAL GEODETIC SURVEY
 AJ2413.in August 2019.
 AJ2413
 AJ2413.Significant digits in the geoid height do not necessarily reflect accuracy.
 AJ2413.GEOID18 height accuracy estimate available here.
 AJ2413
 AJ2413.Click photographs - Photos may exist for this station.
 AJ2413
 AJ2413.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ2413
 AJ2413.The Laplace correction was computed from DEFLEC18 derived deflections.
 AJ2413
 AJ2413.The ellipsoidal height was determined by GPS observations
 AJ2413.and is referenced to NAD 83.
 AJ2413
 AJ2413.The dynamic height is computed by dividing the NAVD 88
 AJ2413.geopotential number by the normal gravity value computed on the
 AJ2413.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ2413.degrees latitude (g = 980.6199 gals.).
 AJ2413
 AJ2413.The modeled gravity was interpolated from observed gravity values.
 AJ2413
 AJ2413. The following values were computed from the NAD 83(2011) position.
 AJ2413
 AJ2413;                    North         East     Units Scale Factor Converg.
 AJ2413;SPC MN C     -   307,459.087   737,485.988   MT  0.99996459   -0 35 35.2
 AJ2413;SPC MN C     - 1,008,722.02  2,419,568.61   sFT  0.99996459   -0 35 35.2
 AJ2413;UTM  15      - 5,192,085.060   342,236.278   MT  0.99990592   -1 30 38.8
 AJ2413
 AJ2413!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ2413!SPC MN C     -   0.99993589  x   0.99996459  =   0.99990048
 AJ2413!UTM  15      -   0.99993589  x   0.99990592  =   0.99984181
 AJ2413
 AJ2413_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUM4223692085(NAD 83)
 AJ2413
 AJ2413                          SUPERSEDED SURVEY CONTROL
 AJ2413
 AJ2413  NAD 83(2007)-  46 51 48.90905(N)    095 04 11.66410(W) AD(2002.00) 0
 AJ2413  ELLIP H (02/10/07)  409.057  (m)                       GP(2002.00)    
 AJ2413  NAD 83(1996)-  46 51 48.90855(N)    095 04 11.66421(W) AD(       ) 1
 AJ2413  ELLIP H (07/22/02)  409.079  (m)                       GP(       ) 4 1
 AJ2413  NAVD 88 (08/10/04)  436.321  (m)         1431.50   (f) SUPERSEDED  2 1
 AJ2413  NAVD 88             436.32   (m)         1431.5    (f) LEVELING    3  
 AJ2413
 AJ2413.Superseded values are not recommended for survey control.
 AJ2413
 AJ2413.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ2413.See file dsdata.pdf to determine how the superseded data were derived.
 AJ2413
 AJ2413_MARKER: DD = SURVEY DISK
 AJ2413_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 AJ2413_STAMPING: 2904 D 1998
 AJ2413_MARK LOGO: MNDT
 AJ2413_PROJECTION: RECESSED 8 CENTIMETERS
 AJ2413_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AJ2413_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AJ2413_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ2413+SATELLITE: SATELLITE OBSERVATIONS - March 26, 2018
 AJ2413_ROD/PIPE-DEPTH: 13.7 meters
 AJ2413
 AJ2413  HISTORY     - Date     Condition        Report By
 AJ2413  HISTORY     - 19980713 MONUMENTED       MNDT
 AJ2413  HISTORY     - 20020910 GOOD             MNDT
 AJ2413  HISTORY     - 20050609 GOOD             MNDT
 AJ2413  HISTORY     - 20111111 GOOD             MNDT
 AJ2413  HISTORY     - 20130328 GOOD             MNDT
 AJ2413  HISTORY     - 20170524 GOOD             MNDT
 AJ2413  HISTORY     - 20180326 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.
 AJ2413
 AJ2413                          STATION RECOVERY (2011)
 AJ2413
 AJ2413'RECOVERY NOTE BY MN DEPT OF TRANSP 2011 (DD)
 AJ2413'4.0 MI (6.4 KM) SOUTH-SOUTHWEST OF PARK RAPIDS, 4.1 MI (6.6 KM) SOUTH
 AJ2413'ALONG TRUNK HIGHWAY 71  FROM THE JUNCTION OF TRUNK HIGHWAY 71 AND
 AJ2413'TRUNK HIGHWAY 34 IN PARK RAPIDS, AT TRUNK HIGHWAY 71 MILE POINT
 AJ2413'255.75, 87.0 FT (26.5 M) NORTH OF TRUNK HIGHWAY 87, 90.0 FT (27.4 M)
 AJ2413'EAST-SOUTHEAST OF TRUNK HIGHWAY 71, 66.0 FT (20.1 M) NORTHWEST OF
 AJ2413'POWER POLE, 2.3 FT (0.7 M) NORTH-NORTHEAST OF A WITNESS POST.
 AJ2413
 AJ2413                          STATION RECOVERY (2013)
 AJ2413
 AJ2413'RECOVERY NOTE BY MN DEPT OF TRANSP 2013 (MPP)
 AJ2413'4.0 MILES SOUTH-SOUTHWEST OF PARK RAPIDS, 4.1 MILES SOUTH ALONG TRUNK
 AJ2413'HIGHWAY 71 FROM JUNCTION OF TRUNK HIGHWAY 71 AND TRUNK HIGHWAY 34 IN
 AJ2413'PARK RAPIDS, AT TRUNK HIGHWAY 71 MILEPOINT 255.75, 87.0 FEET NORTH OF
 AJ2413'TRUNK HIGHWAY 87, 90.0 FEET EAST-SOUTHEAST OF TRUNK HIGHWAY 71, 66.0
 AJ2413'FEET NORTHWEST OF POWER POLE, 2.3 FEET NORTH-NORTHEAST OF WITNESS
 AJ2413'POST.
 AJ2413
 AJ2413                          STATION RECOVERY (2017)
 AJ2413
 AJ2413'RECOVERY NOTE BY MN DEPT OF TRANSP 2017 (ZLZ)
 AJ2413'4.0 MILES SOUTH-SOUTHWEST OF PARK RAPIDS, 4.1 MILES SOUTH ALONG TRUNK
 AJ2413'HIGHWAY 71 FROM THE JUNCTION OF TRUNK HIGHWAY 71 AND TRUNK HIGHWAY 34
 AJ2413'IN PARK RAPIDS, AT TRUNK HIGHWAY 71 MILEPOINT 255.75, 87.0 FEET NORTH
 AJ2413'OF TRUNK HIGHWAY 87, 90.0 FEET EAST-SOUTHEAST OF TRUNK HIGHWAY 71,
 AJ2413'66.0 FEET NORTHWEST OF A POWER POLE, 2.3 FEET NORTH-NORTHEAST OF A
 AJ2413'WITNESS POST.
 AJ2413
 AJ2413                          STATION RECOVERY (2018)
 AJ2413
 AJ2413'RECOVERY NOTE BY MN DEPT OF TRANSP 2018 (BXG)
 AJ2413'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DP0791 ***********************************************************************
 DP0791  DESIGNATION -  2904 E RESET
 DP0791  PID         -  DP0791
 DP0791  STATE/COUNTY-  MN/HUBBARD
 DP0791  COUNTRY     -  US
 DP0791  USGS QUAD   -  PARK RAPIDS (2019)
 DP0791
 DP0791                         *CURRENT SURVEY CONTROL
 DP0791  ______________________________________________________________________
 DP0791* NAD 83(2011) POSITION- 46 53 32.98866(N) 095 03 40.99474(W)   ADJUSTED
 DP0791* NAD 83(2011) ELLIP HT-   411.015 (meters)        (05/01/18)   ADJUSTED
 DP0791* NAD 83(2011) EPOCH   -  2010.00
 DP0791* NAVD 88 ORTHO HEIGHT -   438.346 (meters)     1438.14  (feet) ADJUSTED
 DP0791  ______________________________________________________________________
 DP0791  GEOID HEIGHT    -        -27.308 (meters)                     GEOID18
 DP0791  NAD 83(2011) X  -   -385,243.622 (meters)                     COMP
 DP0791  NAD 83(2011) Y  - -4,349,674.541 (meters)                     COMP
 DP0791  NAD 83(2011) Z  -  4,633,906.032 (meters)                     COMP
 DP0791  LAPLACE CORR    -         -3.45  (seconds)                    DEFLEC18
 DP0791  DYNAMIC HEIGHT  -        438.368 (meters)     1438.21  (feet) COMP
 DP0791  MODELED GRAVITY -    980,650.7   (mgal)                       NAVD 88
 DP0791
 DP0791  VERT ORDER      -  SECOND    CLASS I
 DP0791
 DP0791  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DP0791  Standards:
 DP0791         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DP0791            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DP0791  -------------------------------------------------------------------
 DP0791  NETWORK    0.56   1.02           0.26   0.19   0.52     -0.02467023
 DP0791  -------------------------------------------------------------------
 DP0791  Click here for local accuracies and other accuracy information.
 DP0791
 DP0791.The horizontal coordinates were established by GPS observations
 DP0791.and adjusted by the MN DEPT OF TRANSP in May 2018.
 DP0791
 DP0791.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DP0791.been affixed to the stable North American tectonic plate. See 
 DP0791.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DP0791
 DP0791.The horizontal coordinates are valid at the epoch date displayed above
 DP0791.which is a decimal equivalence of Year/Month/Day.
 DP0791
 DP0791.The orthometric height was determined by differential leveling and
 DP0791.adjusted by the NATIONAL GEODETIC SURVEY
 DP0791.in August 2019.
 DP0791
 DP0791.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP0791.GEOID18 height accuracy estimate available here.
 DP0791
 DP0791.Click photographs - Photos may exist for this station.
 DP0791
 DP0791.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DP0791
 DP0791.The Laplace correction was computed from DEFLEC18 derived deflections.
 DP0791
 DP0791.The ellipsoidal height was determined by GPS observations
 DP0791.and is referenced to NAD 83.
 DP0791
 DP0791.The dynamic height is computed by dividing the NAVD 88
 DP0791.geopotential number by the normal gravity value computed on the
 DP0791.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP0791.degrees latitude (g = 980.6199 gals.).
 DP0791
 DP0791.The modeled gravity was interpolated from observed gravity values.
 DP0791
 DP0791. The following values were computed from the NAD 83(2011) position.
 DP0791
 DP0791;                    North         East     Units Scale Factor Converg.
 DP0791;SPC MN C     -   310,666.111   738,168.425   MT  0.99996938   -0 35 13.0
 DP0791;SPC MN C     - 1,019,243.73  2,421,807.57   sFT  0.99996938   -0 35 13.0
 DP0791;UTM  15      - 5,195,280.539   342,969.963   MT  0.99990308   -1 30 19.0
 DP0791
 DP0791!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DP0791!SPC MN C     -   0.99993558  x   0.99996938  =   0.99990496
 DP0791!UTM  15      -   0.99993558  x   0.99990308  =   0.99983866
 DP0791
 DP0791_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUM4296995280(NAD 83)
 DP0791
 DP0791                          SUPERSEDED SURVEY CONTROL
 DP0791
 DP0791  NAVD 88 (08/06/14)  438.320  (m)         1438.05   (f) SUPERSEDED  2 1
 DP0791
 DP0791.Superseded values are not recommended for survey control.
 DP0791
 DP0791.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DP0791.See file dsdata.pdf to determine how the superseded data were derived.
 DP0791
 DP0791_MARKER: I = METAL ROD
 DP0791_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DP0791_STAMPING: 2904 E RESET 2012
 DP0791_MARK LOGO: MNDT
 DP0791_PROJECTION: RECESSED 13 CENTIMETERS
 DP0791_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DP0791_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DP0791_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP0791+SATELLITE: SATELLITE OBSERVATIONS - February 22, 2023
 DP0791_ROD/PIPE-DEPTH: 10.7 meters
 DP0791
 DP0791  HISTORY     - Date     Condition        Report By
 DP0791  HISTORY     - 20120529 MONUMENTED       MNDT
 DP0791  HISTORY     - 20170530 GOOD             MNDT
 DP0791  HISTORY     - 20190828 GOOD             MNDT
 DP0791  HISTORY     - 20230222 GOOD             MNDT
 DP0791
 DP0791                          STATION DESCRIPTION
 DP0791
 DP0791'DESCRIBED BY MN DEPT OF TRANSP 2012
 DP0791'2.0 MILES SOUTH OF PARK RAPIDS, 2.0 MILES SOUTH ALONG TRUNK HIGHWAY 71
 DP0791'FROM JUNCTION OF TRUNK HIGHWAY 71 AND TRUNK HIGHWAY 34 IN PARK RAPIDS,
 DP0791'AT TRUNK HIGHWAY 71 MILEPOINT 257.85, 137.0 FEET SOUTHEAST OF TRUNK
 DP0791'HIGHWAY 71 OF TOWNSHIP ROAD 1, 137.0 FEET SOUTHEAST OF 160TH STREET,
 DP0791'76 FEET SOUTH-SOUTHWEST OF CABLE BOX, 2.5 FEET WEST OF FENCE CORNER,
 DP0791'2.1 FEET WEST OF WITNESS POST.
 DP0791
 DP0791                          STATION RECOVERY (2017)
 DP0791
 DP0791'RECOVERY NOTE BY MN DEPT OF TRANSP 2017 (JRA)
 DP0791'2.0 MILES SOUTH OF PARK RAPIDS, 2.0 MILES SOUTH ALONG TRUNK HIGHWAY 71
 DP0791'FROM THE JUNCTION OF TRUNK HIGHWAY 71 AND TRUNK HIGHWAY 34 IN PARK
 DP0791'RAPIDS, AT TRUNK HIGHWAY 71 MILEPOINT 257.85, 137.0 FEET SOUTHEAST OF
 DP0791'TRUNK HIGHWAY 71, 36.0 FEET SOUTH-SOUTHWEST OF TOWNSHIP ROAD 1 (160TH
 DP0791'STREET), 76 FEET SOUTH-SOUTHWEST OF CABLE BOX, 2.5 FEET WEST OF A
 DP0791'FENCE CORNER, 2.1 FEET WEST OF A WITNESS POST.
 DP0791
 DP0791                          STATION RECOVERY (2019)
 DP0791
 DP0791'RECOVERY NOTE BY MN DEPT OF TRANSP 2019 (DAS)
 DP0791'RECOVERED IN GOOD CONDITION.
 DP0791
 DP0791                          STATION RECOVERY (2023)
 DP0791
 DP0791'RECOVERY NOTE BY MN DEPT OF TRANSP 2023 (AXD)
 DP0791'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DP0786 ***********************************************************************
 DP0786  DESIGNATION -  2904 F
 DP0786  PID         -  DP0786
 DP0786  STATE/COUNTY-  MN/HUBBARD
 DP0786  COUNTRY     -  US
 DP0786  USGS QUAD   -  MENAHGA (2019)
 DP0786
 DP0786                         *CURRENT SURVEY CONTROL
 DP0786  ______________________________________________________________________
 DP0786* NAD 83(2011) POSITION- 46 48 50.50060(N) 095 05 45.02820(W)   ADJUSTED
 DP0786* NAD 83(2011) ELLIP HT-   399.948 (meters)        (05/01/18)   ADJUSTED
 DP0786* NAD 83(2011) EPOCH   -  2010.00
 DP0786* NAVD 88 ORTHO HEIGHT -   427.255 (meters)     1401.75  (feet) ADJUSTED
 DP0786  ______________________________________________________________________
 DP0786  GEOID HEIGHT    -        -27.272 (meters)                     GEOID18
 DP0786  NAD 83(2011) X  -   -388,423.819 (meters)                     COMP
 DP0786  NAD 83(2011) Y  - -4,355,774.313 (meters)                     COMP
 DP0786  NAD 83(2011) Z  -  4,627,932.030 (meters)                     COMP
 DP0786  LAPLACE CORR    -         -3.65  (seconds)                    DEFLEC18
 DP0786  DYNAMIC HEIGHT  -        427.274 (meters)     1401.81  (feet) COMP
 DP0786  MODELED GRAVITY -    980,644.6   (mgal)                       NAVD 88
 DP0786
 DP0786  VERT ORDER      -  SECOND    CLASS I
 DP0786
 DP0786  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DP0786  Standards:
 DP0786         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DP0786            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DP0786  -------------------------------------------------------------------
 DP0786  NETWORK    0.91   1.33           0.42   0.31   0.68      0.02181025
 DP0786  -------------------------------------------------------------------
 DP0786  Click here for local accuracies and other accuracy information.
 DP0786
 DP0786.The horizontal coordinates were established by GPS observations
 DP0786.and adjusted by the MN DEPT OF TRANSP in May 2018.
 DP0786
 DP0786.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DP0786.been affixed to the stable North American tectonic plate. See 
 DP0786.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DP0786
 DP0786.The horizontal coordinates are valid at the epoch date displayed above
 DP0786.which is a decimal equivalence of Year/Month/Day.
 DP0786
 DP0786.The orthometric height was determined by differential leveling and
 DP0786.adjusted by the NATIONAL GEODETIC SURVEY
 DP0786.in August 2019.
 DP0786
 DP0786.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP0786.GEOID18 height accuracy estimate available here.
 DP0786
 DP0786.Click photographs - Photos may exist for this station.
 DP0786
 DP0786.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DP0786
 DP0786.The Laplace correction was computed from DEFLEC18 derived deflections.
 DP0786
 DP0786.The ellipsoidal height was determined by GPS observations
 DP0786.and is referenced to NAD 83.
 DP0786
 DP0786.The dynamic height is computed by dividing the NAVD 88
 DP0786.geopotential number by the normal gravity value computed on the
 DP0786.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP0786.degrees latitude (g = 980.6199 gals.).
 DP0786
 DP0786.The modeled gravity was interpolated from observed gravity values.
 DP0786
 DP0786. The following values were computed from the NAD 83(2011) position.
 DP0786
 DP0786;                    North         East     Units Scale Factor Converg.
 DP0786;SPC MN C     -   301,971.169   735,449.832   MT  0.99995697   -0 36 42.7
 DP0786;SPC MN C     -   990,717.08  2,412,888.32   sFT  0.99995697   -0 36 42.7
 DP0786;UTM  15      - 5,186,630.713   340,112.650   MT  0.99991421   -1 31 42.5
 DP0786
 DP0786!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DP0786!SPC MN C     -   0.99993731  x   0.99995697  =   0.99989428
 DP0786!UTM  15      -   0.99993731  x   0.99991421  =   0.99985153
 DP0786
 DP0786_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUM4011286630(NAD 83)
 DP0786
 DP0786                          SUPERSEDED SURVEY CONTROL
 DP0786
 DP0786  NAVD 88 (08/06/14)  427.231  (m)         1401.67   (f) SUPERSEDED  2 1
 DP0786
 DP0786.Superseded values are not recommended for survey control.
 DP0786
 DP0786.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DP0786.See file dsdata.pdf to determine how the superseded data were derived.
 DP0786
 DP0786_MARKER: I = METAL ROD
 DP0786_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DP0786_STAMPING: 2904 F 2012
 DP0786_MARK LOGO: MNDT
 DP0786_PROJECTION: RECESSED 8 CENTIMETERS
 DP0786_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DP0786_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DP0786_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP0786+SATELLITE: SATELLITE OBSERVATIONS - May 24, 2017
 DP0786_ROD/PIPE-DEPTH: 15.2 meters
 DP0786
 DP0786  HISTORY     - Date     Condition        Report By
 DP0786  HISTORY     - 20120710 MONUMENTED       MNDT
 DP0786  HISTORY     - 20170524 GOOD             MNDT
 DP0786
 DP0786                          STATION DESCRIPTION
 DP0786
 DP0786'DESCRIBED BY MN DEPT OF TRANSP 2012
 DP0786'7.75 MILES SOUTH OF PARK RAPIDS,7.75 MILES SOUTH ALONG TRUNK HIGHWAY
 DP0786'71  JUNCTION OF TRUNK HIGHWAY 71 AND TRUNK HIGHWAY 34 IN PARK RAPIDS
 DP0786'AT TRUNK HIGHWAY 71 MILEPOINT 252.15, 51.2 FEET NORTHWEST OF TRUNK
 DP0786'HIGHWAY 71, 1.5 FEET SOUTHEAST OF WITNESS POST.
 DP0786
 DP0786                          STATION RECOVERY (2017)
 DP0786
 DP0786'RECOVERY NOTE BY MN DEPT OF TRANSP 2017 (ZLZ)
 DP0786'7.75 MILES SOUTH OF PARK RAPIDS,7.75 MILES SOUTH ALONG TRUNK HIGHWAY
 DP0786'71 AT THE JUNCTION OF TRUNK HIGHWAY 71 AND TRUNK HIGHWAY 34 IN PARK
 DP0786'RAPIDS, AT TRUNK HIGHWAY 71 MILEPOINT 252.15, 51.2 FEET NORTHWEST OF
 DP0786'TRUNK HIGHWAY 71, 1.5 FEET SOUTHEAST OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DP0788 ***********************************************************************
 DP0788  DESIGNATION -  2904 G
 DP0788  PID         -  DP0788
 DP0788  STATE/COUNTY-  MN/HUBBARD
 DP0788  COUNTRY     -  US
 DP0788  USGS QUAD   -  MENAHGA (2019)
 DP0788
 DP0788                         *CURRENT SURVEY CONTROL
 DP0788  ______________________________________________________________________
 DP0788* NAD 83(2011) POSITION- 46 50 45.92187(N) 095 04 55.39297(W)   ADJUSTED
 DP0788* NAD 83(2011) ELLIP HT-   408.369 (meters)        (05/01/18)   ADJUSTED
 DP0788* NAD 83(2011) EPOCH   -  2010.00
 DP0788* NAVD 88 ORTHO HEIGHT -   435.683 (meters)     1429.40  (feet) ADJUSTED
 DP0788  ______________________________________________________________________
 DP0788  GEOID HEIGHT    -        -27.281 (meters)                     GEOID18
 DP0788  NAD 83(2011) X  -   -387,145.871 (meters)                     COMP
 DP0788  NAD 83(2011) Y  - -4,353,283.985 (meters)                     COMP
 DP0788  NAD 83(2011) Z  -  4,630,376.822 (meters)                     COMP
 DP0788  LAPLACE CORR    -         -3.66  (seconds)                    DEFLEC18
 DP0788  DYNAMIC HEIGHT  -        435.703 (meters)     1429.47  (feet) COMP
 DP0788  MODELED GRAVITY -    980,647.2   (mgal)                       NAVD 88
 DP0788
 DP0788  VERT ORDER      -  SECOND    CLASS I
 DP0788
 DP0788  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DP0788  Standards:
 DP0788         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DP0788            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DP0788  -------------------------------------------------------------------
 DP0788  NETWORK    0.89   1.41           0.40   0.32   0.72      0.09299807
 DP0788  -------------------------------------------------------------------
 DP0788  Click here for local accuracies and other accuracy information.
 DP0788
 DP0788.The horizontal coordinates were established by GPS observations
 DP0788.and adjusted by the MN DEPT OF TRANSP in May 2018.
 DP0788
 DP0788.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DP0788.been affixed to the stable North American tectonic plate. See 
 DP0788.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DP0788
 DP0788.The horizontal coordinates are valid at the epoch date displayed above
 DP0788.which is a decimal equivalence of Year/Month/Day.
 DP0788
 DP0788.The orthometric height was determined by differential leveling and
 DP0788.adjusted by the NATIONAL GEODETIC SURVEY
 DP0788.in August 2019.
 DP0788
 DP0788.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP0788.GEOID18 height accuracy estimate available here.
 DP0788
 DP0788.Click photographs - Photos may exist for this station.
 DP0788
 DP0788.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DP0788
 DP0788.The Laplace correction was computed from DEFLEC18 derived deflections.
 DP0788
 DP0788.The ellipsoidal height was determined by GPS observations
 DP0788.and is referenced to NAD 83.
 DP0788
 DP0788.The dynamic height is computed by dividing the NAVD 88
 DP0788.geopotential number by the normal gravity value computed on the
 DP0788.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP0788.degrees latitude (g = 980.6199 gals.).
 DP0788
 DP0788.The modeled gravity was interpolated from observed gravity values.
 DP0788
 DP0788. The following values were computed from the NAD 83(2011) position.
 DP0788
 DP0788;                    North         East     Units Scale Factor Converg.
 DP0788;SPC MN C     -   305,523.876   736,539.428   MT  0.99996182   -0 36 06.8
 DP0788;SPC MN C     - 1,002,372.92  2,416,463.11   sFT  0.99996182   -0 36 06.8
 DP0788;UTM  15      - 5,190,165.361   341,258.907   MT  0.99990972   -1 31 09.2
 DP0788
 DP0788!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DP0788!SPC MN C     -   0.99993599  x   0.99996182  =   0.99989781
 DP0788!UTM  15      -   0.99993599  x   0.99990972  =   0.99984572
 DP0788
 DP0788_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUM4125890165(NAD 83)
 DP0788
 DP0788                          SUPERSEDED SURVEY CONTROL
 DP0788
 DP0788  NAVD 88 (08/06/14)  435.657  (m)         1429.32   (f) SUPERSEDED  2 1
 DP0788
 DP0788.Superseded values are not recommended for survey control.
 DP0788
 DP0788.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DP0788.See file dsdata.pdf to determine how the superseded data were derived.
 DP0788
 DP0788_MARKER: I = METAL ROD
 DP0788_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DP0788_STAMPING: 2904 G 2012
 DP0788_MARK LOGO: MNDT
 DP0788_PROJECTION: RECESSED 3 CENTIMETERS
 DP0788_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DP0788_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DP0788_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP0788+SATELLITE: SATELLITE OBSERVATIONS - May 24, 2017
 DP0788_ROD/PIPE-DEPTH: 10.7 meters
 DP0788
 DP0788  HISTORY     - Date     Condition        Report By
 DP0788  HISTORY     - 20120710 MONUMENTED       MNDT
 DP0788  HISTORY     - 20170524 GOOD             MNDT
 DP0788
 DP0788                          STATION DESCRIPTION
 DP0788
 DP0788'DESCRIBED BY MN DEPT OF TRANSP 2012
 DP0788'5.7 MILES SOUTH OF PARK RAPIDS, 5.4 MILES SOUTH ALONG TRUNK HIGHWAY 71
 DP0788'FROM JUNCTION OF TRUNK HIGHWAY 71 AND TRUNK HIGHWAY 34 IN PARK RAPIDS,
 DP0788'AT TRUNK HIGHWAY 71 MILEPOINT 254.45, 58.2 FEET NORTHWEST OF TRUNK
 DP0788'HIGHWAY 71, 1.5 FEET SOUTHEAST OF WITNESS POST.
 DP0788
 DP0788                          STATION RECOVERY (2017)
 DP0788
 DP0788'RECOVERY NOTE BY MN DEPT OF TRANSP 2017 (JRA)
 DP0788'5.7 MILES SOUTH OF PARK RAPIDS, 5.4 MILES SOUTH ALONG TRUNK HIGHWAY 71
 DP0788'FROM THE JUNCTION OF TRUNK HIGHWAY 71 AND TRUNK HIGHWAY 34 IN PARK
 DP0788'RAPIDS, AT TRUNK HIGHWAY 71 MILEPOINT 254.45, 58.2 FEET NORTHWEST OF
 DP0788'TRUNK HIGHWAY 71, 1.5 FEET SOUTHEAST OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DP0789 ***********************************************************************
 DP0789  DESIGNATION -  2904 H
 DP0789  PID         -  DP0789
 DP0789  STATE/COUNTY-  MN/HUBBARD
 DP0789  COUNTRY     -  US
 DP0789  USGS QUAD   -  MENAHGA (2019)
 DP0789
 DP0789                         *CURRENT SURVEY CONTROL
 DP0789  ______________________________________________________________________
 DP0789* NAD 83(2011) POSITION- 46 51 24.79960(N) 095 04 29.94695(W)   ADJUSTED
 DP0789* NAD 83(2011) ELLIP HT-   409.926 (meters)        (05/01/18)   ADJUSTED
 DP0789* NAD 83(2011) EPOCH   -  2010.00
 DP0789* NAVD 88 ORTHO HEIGHT -   437.243 (meters)     1434.52  (feet) ADJUSTED
 DP0789  ______________________________________________________________________
 DP0789  GEOID HEIGHT    -        -27.288 (meters)                     GEOID18
 DP0789  NAD 83(2011) X  -   -386,531.429 (meters)                     COMP
 DP0789  NAD 83(2011) Y  - -4,352,460.254 (meters)                     COMP
 DP0789  NAD 83(2011) Z  -  4,631,199.052 (meters)                     COMP
 DP0789  LAPLACE CORR    -         -3.57  (seconds)                    DEFLEC18
 DP0789  DYNAMIC HEIGHT  -        437.264 (meters)     1434.59  (feet) COMP
 DP0789  MODELED GRAVITY -    980,648.0   (mgal)                       NAVD 88
 DP0789
 DP0789  VERT ORDER      -  SECOND    CLASS I
 DP0789
 DP0789  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DP0789  Standards:
 DP0789         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DP0789            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DP0789  -------------------------------------------------------------------
 DP0789  NETWORK    0.51   1.14           0.23   0.18   0.58      0.01043229
 DP0789  -------------------------------------------------------------------
 DP0789  Click here for local accuracies and other accuracy information.
 DP0789
 DP0789.The horizontal coordinates were established by GPS observations
 DP0789.and adjusted by the MN DEPT OF TRANSP in May 2018.
 DP0789
 DP0789.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DP0789.been affixed to the stable North American tectonic plate. See 
 DP0789.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DP0789
 DP0789.The horizontal coordinates are valid at the epoch date displayed above
 DP0789.which is a decimal equivalence of Year/Month/Day.
 DP0789
 DP0789.The orthometric height was determined by differential leveling and
 DP0789.adjusted by the NATIONAL GEODETIC SURVEY
 DP0789.in August 2019.
 DP0789
 DP0789.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP0789.GEOID18 height accuracy estimate available here.
 DP0789
 DP0789.Click photographs - Photos may exist for this station.
 DP0789
 DP0789.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DP0789
 DP0789.The Laplace correction was computed from DEFLEC18 derived deflections.
 DP0789
 DP0789.The ellipsoidal height was determined by GPS observations
 DP0789.and is referenced to NAD 83.
 DP0789
 DP0789.The dynamic height is computed by dividing the NAVD 88
 DP0789.geopotential number by the normal gravity value computed on the
 DP0789.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP0789.degrees latitude (g = 980.6199 gals.).
 DP0789
 DP0789.The modeled gravity was interpolated from observed gravity values.
 DP0789
 DP0789. The following values were computed from the NAD 83(2011) position.
 DP0789
 DP0789;                    North         East     Units Scale Factor Converg.
 DP0789;SPC MN C     -   306,718.671   737,091.013   MT  0.99996352   -0 35 48.4
 DP0789;SPC MN C     - 1,006,292.84  2,418,272.77   sFT  0.99996352   -0 35 48.4
 DP0789;UTM  15      - 5,191,351.106   341,829.521   MT  0.99990750   -1 30 51.6
 DP0789
 DP0789!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DP0789!SPC MN C     -   0.99993575  x   0.99996352  =   0.99989927
 DP0789!UTM  15      -   0.99993575  x   0.99990750  =   0.99984325
 DP0789
 DP0789_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUM4182991351(NAD 83)
 DP0789
 DP0789                          SUPERSEDED SURVEY CONTROL
 DP0789
 DP0789  NAVD 88 (08/06/14)  437.217  (m)         1434.44   (f) SUPERSEDED  2 1
 DP0789
 DP0789.Superseded values are not recommended for survey control.
 DP0789
 DP0789.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DP0789.See file dsdata.pdf to determine how the superseded data were derived.
 DP0789
 DP0789_MARKER: I = METAL ROD
 DP0789_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DP0789_STAMPING: 2904 H 2012
 DP0789_MARK LOGO: MNDT
 DP0789_PROJECTION: RECESSED 3 CENTIMETERS
 DP0789_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DP0789_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DP0789_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP0789+SATELLITE: SATELLITE OBSERVATIONS - March 26, 2018
 DP0789_ROD/PIPE-DEPTH: 16.2 meters
 DP0789
 DP0789  HISTORY     - Date     Condition        Report By
 DP0789  HISTORY     - 20120626 MONUMENTED       MNDT
 DP0789  HISTORY     - 20170524 GOOD             MNDT
 DP0789  HISTORY     - 20180326 GOOD             MNDT
 DP0789
 DP0789                          STATION DESCRIPTION
 DP0789
 DP0789'DESCRIBED BY MN DEPT OF TRANSP 2012
 DP0789'4.9 MILES SOUTH OF PARK RAPIDS, 4.6 MILES SOUTH ALONG TRUNK HIGHWAY 71
 DP0789'FROM JUNCTION OF TRUNK HIGHWAY 71 AND TRUNK HIGHWAY 34 IN PARK RAPIDS,
 DP0789'AT TRUNK HIGHWAY 71 MILEPOINT 255.3, 64.1 FEET NORTHWEST OF TRUNK
 DP0789'HIGHWAY 71, 22.0 FEET SOUTHWEST OF EXTENDED COUNTY ROAD 9 (BLUE BIRD
 DP0789'DRIVE), 24.5 FEET SOUTHWEST OF FIELD ENTRANCE, 16.0 FEET EAST OF CABLE
 DP0789'BOX,1.5 FEET NORTHEAST OF WITNESS POST.
 DP0789
 DP0789                          STATION RECOVERY (2017)
 DP0789
 DP0789'RECOVERY NOTE BY MN DEPT OF TRANSP 2017 (ZLZ)
 DP0789'4.9 MILES SOUTH OF PARK RAPIDS, 4.6 MILES SOUTH ALONG TRUNK HIGHWAY 71
 DP0789'FROM THE JUNCTION OF TRUNK HIGHWAY 71 AND TRUNK HIGHWAY 34 IN PARK
 DP0789'RAPIDS, AT TRUNK HIGHWAY 71 MILEPOINT 255.3, 64.1 FEET NORTHWEST OF
 DP0789'TRUNK HIGHWAY 71, 22.0 FEET SOUTHWEST OF EXTENDED TOWNSHIP ROAD 9
 DP0789'(BLUE BIRD DRIVE), 24.5 FEET SOUTHWEST OF FIELD ENTRANCE, 16.0 FEET
 DP0789'EAST OF CABLE BOX, 1.5 FEET NORTHEAST OF A WITNESS POST.
 DP0789
 DP0789                          STATION RECOVERY (2018)
 DP0789
 DP0789'RECOVERY NOTE BY MN DEPT OF TRANSP 2018 (BXG)
 DP0789'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DP0790 ***********************************************************************
 DP0790  DESIGNATION -  2904 J
 DP0790  PID         -  DP0790
 DP0790  STATE/COUNTY-  MN/HUBBARD
 DP0790  COUNTRY     -  US
 DP0790  USGS QUAD   -  PARK RAPIDS (2019)
 DP0790
 DP0790                         *CURRENT SURVEY CONTROL
 DP0790  ______________________________________________________________________
 DP0790* NAD 83(2011) POSITION- 46 52 41.33761(N) 095 03 53.61265(W)   ADJUSTED
 DP0790* NAD 83(2011) ELLIP HT-   408.106 (meters)        (05/01/18)   ADJUSTED
 DP0790* NAD 83(2011) EPOCH   -  2010.00
 DP0790* NAVD 88 ORTHO HEIGHT -   435.431 (meters)     1428.58  (feet) ADJUSTED
 DP0790  ______________________________________________________________________
 DP0790  GEOID HEIGHT    -        -27.301 (meters)                     GEOID18
 DP0790  NAD 83(2011) X  -   -385,612.328 (meters)                     COMP
 DP0790  NAD 83(2011) Y  - -4,350,808.838 (meters)                     COMP
 DP0790  NAD 83(2011) Z  -  4,632,813.723 (meters)                     COMP
 DP0790  LAPLACE CORR    -         -3.48  (seconds)                    DEFLEC18
 DP0790  DYNAMIC HEIGHT  -        435.452 (meters)     1428.65  (feet) COMP
 DP0790  MODELED GRAVITY -    980,649.6   (mgal)                       NAVD 88
 DP0790
 DP0790  VERT ORDER      -  SECOND    CLASS I
 DP0790
 DP0790  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DP0790  Standards:
 DP0790         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DP0790            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DP0790  -------------------------------------------------------------------
 DP0790  NETWORK    0.89   1.41           0.40   0.32   0.72      0.08751050
 DP0790  -------------------------------------------------------------------
 DP0790  Click here for local accuracies and other accuracy information.
 DP0790
 DP0790.The horizontal coordinates were established by GPS observations
 DP0790.and adjusted by the MN DEPT OF TRANSP in May 2018.
 DP0790
 DP0790.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DP0790.been affixed to the stable North American tectonic plate. See 
 DP0790.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DP0790
 DP0790.The horizontal coordinates are valid at the epoch date displayed above
 DP0790.which is a decimal equivalence of Year/Month/Day.
 DP0790
 DP0790.The orthometric height was determined by differential leveling and
 DP0790.adjusted by the NATIONAL GEODETIC SURVEY
 DP0790.in August 2019.
 DP0790
 DP0790.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP0790.GEOID18 height accuracy estimate available here.
 DP0790
 DP0790.Click photographs - Photos may exist for this station.
 DP0790
 DP0790.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DP0790
 DP0790.The Laplace correction was computed from DEFLEC18 derived deflections.
 DP0790
 DP0790.The ellipsoidal height was determined by GPS observations
 DP0790.and is referenced to NAD 83.
 DP0790
 DP0790.The dynamic height is computed by dividing the NAVD 88
 DP0790.geopotential number by the normal gravity value computed on the
 DP0790.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP0790.degrees latitude (g = 980.6199 gals.).
 DP0790
 DP0790.The modeled gravity was interpolated from observed gravity values.
 DP0790
 DP0790. The following values were computed from the NAD 83(2011) position.
 DP0790
 DP0790;                    North         East     Units Scale Factor Converg.
 DP0790;SPC MN C     -   309,073.995   737,884.929   MT  0.99996697   -0 35 22.1
 DP0790;SPC MN C     - 1,014,020.27  2,420,877.47   sFT  0.99996697   -0 35 22.1
 DP0790;UTM  15      - 5,193,693.273   342,661.011   MT  0.99990427   -1 30 26.9
 DP0790
 DP0790!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DP0790!SPC MN C     -   0.99993603  x   0.99996697  =   0.99990300
 DP0790!UTM  15      -   0.99993603  x   0.99990427  =   0.99984031
 DP0790
 DP0790_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUM4266193693(NAD 83)
 DP0790
 DP0790                          SUPERSEDED SURVEY CONTROL
 DP0790
 DP0790  NAVD 88 (08/06/14)  435.405  (m)         1428.49   (f) SUPERSEDED  2 1
 DP0790
 DP0790.Superseded values are not recommended for survey control.
 DP0790
 DP0790.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DP0790.See file dsdata.pdf to determine how the superseded data were derived.
 DP0790
 DP0790_MARKER: I = METAL ROD
 DP0790_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DP0790_STAMPING: 2904 J 2012
 DP0790_MARK LOGO: MNDT
 DP0790_PROJECTION: RECESSED 3 CENTIMETERS
 DP0790_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DP0790_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DP0790_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP0790+SATELLITE: SATELLITE OBSERVATIONS - August 28, 2019
 DP0790_ROD/PIPE-DEPTH: 15.2 meters
 DP0790
 DP0790  HISTORY     - Date     Condition        Report By
 DP0790  HISTORY     - 20120626 MONUMENTED       MNDT
 DP0790  HISTORY     - 20170524 GOOD             MNDT
 DP0790  HISTORY     - 20190828 GOOD             MNDT
 DP0790
 DP0790                          STATION DESCRIPTION
 DP0790
 DP0790'DESCRIBED BY MN DEPT OF TRANSP 2012
 DP0790'3.0 MILES SOUTH OF PARK RAPIDS, 3.05 MILES SOUTH ALONG TRUNK HIGHWAY
 DP0790'71 FROM JUNCTION OF TRUNK HIGHWAY 71 AND TRUNK HIGHWAY 34 IN PARK
 DP0790'RAPIDS, AT TRUNK HIGHWAY 71 MILEPOINT 256.85, 83.5 FEET EAST OF TRUNK
 DP0790'HIGHWAY 71, 76.4 FEET NORTH OF COUNTY ROAD 3 (150TH STREET), 19 FEET
 DP0790'WEST OF LOCKSMITH ROAD, 1.5 FEET SOUTH OF WITNESS POST.
 DP0790
 DP0790                          STATION RECOVERY (2017)
 DP0790
 DP0790'RECOVERY NOTE BY MN DEPT OF TRANSP 2017 (ZLZ)
 DP0790'3.0 MILES SOUTH OF PARK RAPIDS, 3.05 MILES SOUTH ALONG TRUNK HIGHWAY
 DP0790'71 FROM THE JUNCTION OF TRUNK HIGHWAY 71 AND TRUNK HIGHWAY 34 IN PARK
 DP0790'RAPIDS, AT TRUNK HIGHWAY 71 MILEPOINT 256.85, 83.5 FEET EAST OF TRUNK
 DP0790'HIGHWAY 71, 76.4 FEET NORTH OF TOWNSHIP ROAD 3 (150TH STREET), 19 FEET
 DP0790'WEST OF LOCKSMITH ROAD, 1.5 FEET SOUTH OF A WITNESS POST.
 DP0790
 DP0790                          STATION RECOVERY (2019)
 DP0790
 DP0790'RECOVERY NOTE BY MN DEPT OF TRANSP 2019 (DAS)
 DP0790'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DP0792 ***********************************************************************
 DP0792  DESIGNATION -  2904 K
 DP0792  PID         -  DP0792
 DP0792  STATE/COUNTY-  MN/HUBBARD
 DP0792  COUNTRY     -  US
 DP0792  USGS QUAD   -  PARK RAPIDS (2019)
 DP0792
 DP0792                         *CURRENT SURVEY CONTROL
 DP0792  ______________________________________________________________________
 DP0792* NAD 83(2011) POSITION- 46 53 59.40941(N) 095 03 38.55957(W)   ADJUSTED
 DP0792* NAD 83(2011) ELLIP HT-   410.724 (meters)        (01/09/18)   ADJUSTED
 DP0792* NAD 83(2011) EPOCH   -  2010.00
 DP0792* NAVD 88 ORTHO HEIGHT -   438.058 (meters)     1437.20  (feet) ADJUSTED
 DP0792  ______________________________________________________________________
 DP0792  GEOID HEIGHT    -        -27.311 (meters)                     GEOID18
 DP0792  NAD 83(2011) X  -   -385,139.703 (meters)                     COMP
 DP0792  NAD 83(2011) Y  - -4,349,085.488 (meters)                     COMP
 DP0792  NAD 83(2011) Z  -  4,634,463.364 (meters)                     COMP
 DP0792  LAPLACE CORR    -         -3.40  (seconds)                    DEFLEC18
 DP0792  DYNAMIC HEIGHT  -        438.081 (meters)     1437.27  (feet) COMP
 DP0792  MODELED GRAVITY -    980,651.2   (mgal)                       NAVD 88
 DP0792
 DP0792  VERT ORDER      -  SECOND    CLASS I
 DP0792
 DP0792  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DP0792  Standards:
 DP0792         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DP0792            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DP0792  -------------------------------------------------------------------
 DP0792  NETWORK    0.44   0.80           0.20   0.15   0.41     -0.01888164
 DP0792  -------------------------------------------------------------------
 DP0792  Click here for local accuracies and other accuracy information.
 DP0792
 DP0792.The horizontal coordinates were established by GPS observations
 DP0792.and adjusted by the MN DEPT OF TRANSP in January 2018.
 DP0792
 DP0792.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DP0792.been affixed to the stable North American tectonic plate. See 
 DP0792.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DP0792
 DP0792.The horizontal coordinates are valid at the epoch date displayed above
 DP0792.which is a decimal equivalence of Year/Month/Day.
 DP0792
 DP0792.The orthometric height was determined by differential leveling and
 DP0792.adjusted by the NATIONAL GEODETIC SURVEY
 DP0792.in August 2019.
 DP0792
 DP0792.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP0792.GEOID18 height accuracy estimate available here.
 DP0792
 DP0792.Click photographs - Photos may exist for this station.
 DP0792
 DP0792.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DP0792
 DP0792.The Laplace correction was computed from DEFLEC18 derived deflections.
 DP0792
 DP0792.The ellipsoidal height was determined by GPS observations
 DP0792.and is referenced to NAD 83.
 DP0792
 DP0792.The dynamic height is computed by dividing the NAVD 88
 DP0792.geopotential number by the normal gravity value computed on the
 DP0792.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP0792.degrees latitude (g = 980.6199 gals.).
 DP0792
 DP0792.The modeled gravity was interpolated from observed gravity values.
 DP0792
 DP0792. The following values were computed from the NAD 83(2011) position.
 DP0792
 DP0792;                    North         East     Units Scale Factor Converg.
 DP0792;SPC MN C     -   311,481.395   738,228.321   MT  0.99997064   -0 35 11.3
 DP0792;SPC MN C     - 1,021,918.54  2,422,004.08   sFT  0.99997064   -0 35 11.3
 DP0792;UTM  15      - 5,196,094.704   343,042.915   MT  0.99990280   -1 30 17.8
 DP0792
 DP0792!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DP0792!SPC MN C     -   0.99993562  x   0.99997064  =   0.99990626
 DP0792!UTM  15      -   0.99993562  x   0.99990280  =   0.99983843
 DP0792
 DP0792_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUM4304296094(NAD 83)
 DP0792
 DP0792                          SUPERSEDED SURVEY CONTROL
 DP0792
 DP0792  NAVD 88 (08/06/14)  438.032  (m)         1437.11   (f) SUPERSEDED  2 1
 DP0792
 DP0792.Superseded values are not recommended for survey control.
 DP0792
 DP0792.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DP0792.See file dsdata.pdf to determine how the superseded data were derived.
 DP0792
 DP0792_MARKER: I = METAL ROD
 DP0792_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DP0792_STAMPING: 2904 K 2012
 DP0792_MARK LOGO: MNDT
 DP0792_PROJECTION: RECESSED 8 CENTIMETERS
 DP0792_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DP0792_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DP0792_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP0792+SATELLITE: SATELLITE OBSERVATIONS - February 22, 2023
 DP0792_ROD/PIPE-DEPTH: 14.3 meters
 DP0792
 DP0792  HISTORY     - Date     Condition        Report By
 DP0792  HISTORY     - 20120626 MONUMENTED       MNDT
 DP0792  HISTORY     - 20151001 GOOD             MNDT
 DP0792  HISTORY     - 20170530 GOOD             MNDT
 DP0792  HISTORY     - 20190828 GOOD             MNDT
 DP0792  HISTORY     - 20230222 GOOD             MNDT
 DP0792
 DP0792                          STATION DESCRIPTION
 DP0792
 DP0792'DESCRIBED BY MN DEPT OF TRANSP 2012
 DP0792'IN PARK RAPIDS, 1.55 MILES SOUTH ALONG TRUNK HIGHWAY 71 FROM JUNCTION
 DP0792'OF TRUNK HIGHWAY 71 AND TRUNK HIGHWAY 34 IN PARK RAPIDS, AT TRUNK
 DP0792'HIGHWAY 71 MILEPOINT 258.4, 114.6 FEET WEST OF TRUNK HIGHWAY 71, 38.4
 DP0792'FEET SOUTH OF AIRPORT LOOP ROAD, 1.5 FEET NORTH OF WITNESS POST.
 DP0792
 DP0792                          STATION RECOVERY (2015)
 DP0792
 DP0792'RECOVERY NOTE BY MN DEPT OF TRANSP 2015 (MPP)
 DP0792'IN PARK RAPIDS, 1.55 MILES SOUTH ALONG TRUNK HIGHWAY 71 FROM JUNCTION
 DP0792'OF TRUNK HIGHWAY 71 AND TRUNK HIGHWAY 34 IN PARK RAPIDS, AT TRUNK
 DP0792'HIGHWAY 71 MILEPOINT 258.4, 114.6 FEET WEST OF TRUNK HIGHWAY 71, 38.4
 DP0792'FEET SOUTH OF AIRPORT LOOP ROAD, 1.5 FEET NORTH OF WITNESS POST.
 DP0792
 DP0792                          STATION RECOVERY (2017)
 DP0792
 DP0792'RECOVERY NOTE BY MN DEPT OF TRANSP 2017 (JRA)
 DP0792'IN PARK RAPIDS, 1.55 MILES SOUTH ALONG TRUNK HIGHWAY 71 FROM THE
 DP0792'JUNCTION OF TRUNK HIGHWAY 71 AND TRUNK HIGHWAY 34 IN PARK RAPIDS, AT
 DP0792'TRUNK HIGHWAY 71 MILEPOINT 258.4, 114.6 FEET WEST OF TRUNK HIGHWAY 71,
 DP0792'38.4 FEET SOUTHEAST OF AIRPORT LOOP ROAD, 1.5 FEET NORTH OF A WITNESS
 DP0792'POST.
 DP0792
 DP0792                          STATION RECOVERY (2019)
 DP0792
 DP0792'RECOVERY NOTE BY MN DEPT OF TRANSP 2019 (DAS)
 DP0792'RECOVERED IN GOOD CONDITION.
 DP0792
 DP0792                          STATION RECOVERY (2023)
 DP0792
 DP0792'RECOVERY NOTE BY MN DEPT OF TRANSP 2023 (AXD)
 DP0792'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DP0794 ***********************************************************************
 DP0794  DESIGNATION -  2904 M
 DP0794  PID         -  DP0794
 DP0794  STATE/COUNTY-  MN/HUBBARD
 DP0794  COUNTRY     -  US
 DP0794  USGS QUAD   -  PARK RAPIDS (2019)
 DP0794
 DP0794                         *CURRENT SURVEY CONTROL
 DP0794  ______________________________________________________________________
 DP0794* NAD 83(2011) POSITION- 46 55 18.67280(N) 095 03 30.90814(W)   ADJUSTED
 DP0794* NAD 83(2011) ELLIP HT-   411.290 (meters)        (05/01/18)   ADJUSTED
 DP0794* NAD 83(2011) EPOCH   -  2010.00
 DP0794* NAVD 88 ORTHO HEIGHT -   438.638 (meters)     1439.10  (feet) ADJUSTED
 DP0794  ______________________________________________________________________
 DP0794  GEOID HEIGHT    -        -27.320 (meters)                     GEOID18
 DP0794  NAD 83(2011) X  -   -384,820.783 (meters)                     COMP
 DP0794  NAD 83(2011) Y  - -4,347,319.486 (meters)                     COMP
 DP0794  NAD 83(2011) Z  -  4,636,135.981 (meters)                     COMP
 DP0794  LAPLACE CORR    -         -3.05  (seconds)                    DEFLEC18
 DP0794  DYNAMIC HEIGHT  -        438.661 (meters)     1439.17  (feet) COMP
 DP0794  MODELED GRAVITY -    980,652.8   (mgal)                       NAVD 88
 DP0794
 DP0794  VERT ORDER      -  SECOND    CLASS I
 DP0794
 DP0794  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DP0794  Standards:
 DP0794         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DP0794            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DP0794  -------------------------------------------------------------------
 DP0794  NETWORK    0.65   1.16           0.30   0.22   0.59     -0.05909450
 DP0794  -------------------------------------------------------------------
 DP0794  Click here for local accuracies and other accuracy information.
 DP0794
 DP0794.The horizontal coordinates were established by GPS observations
 DP0794.and adjusted by the MN DEPT OF TRANSP in May 2018.
 DP0794
 DP0794.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DP0794.been affixed to the stable North American tectonic plate. See 
 DP0794.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DP0794
 DP0794.The horizontal coordinates are valid at the epoch date displayed above
 DP0794.which is a decimal equivalence of Year/Month/Day.
 DP0794
 DP0794.The orthometric height was determined by differential leveling and
 DP0794.adjusted by the NATIONAL GEODETIC SURVEY
 DP0794.in August 2019.
 DP0794
 DP0794.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP0794.GEOID18 height accuracy estimate available here.
 DP0794
 DP0794.Click photographs - Photos may exist for this station.
 DP0794
 DP0794.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DP0794
 DP0794.The Laplace correction was computed from DEFLEC18 derived deflections.
 DP0794
 DP0794.The ellipsoidal height was determined by GPS observations
 DP0794.and is referenced to NAD 83.
 DP0794
 DP0794.The dynamic height is computed by dividing the NAVD 88
 DP0794.geopotential number by the normal gravity value computed on the
 DP0794.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP0794.degrees latitude (g = 980.6199 gals.).
 DP0794
 DP0794.The modeled gravity was interpolated from observed gravity values.
 DP0794
 DP0794. The following values were computed from the NAD 83(2011) position.
 DP0794
 DP0794;                    North         East     Units Scale Factor Converg.
 DP0794;SPC MN C     -   313,927.223   738,415.246   MT  0.99997451   -0 35 05.7
 DP0794;SPC MN C     - 1,029,942.90  2,422,617.35   sFT  0.99997451   -0 35 05.7
 DP0794;UTM  15      - 5,198,537.048   343,269.017   MT  0.99990192   -1 30 14.2
 DP0794
 DP0794!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DP0794!SPC MN C     -   0.99993553  x   0.99997451  =   0.99991005
 DP0794!UTM  15      -   0.99993553  x   0.99990192  =   0.99983746
 DP0794
 DP0794_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUM4326998537(NAD 83)
 DP0794
 DP0794                          SUPERSEDED SURVEY CONTROL
 DP0794
 DP0794  NAVD 88 (08/06/14)  438.611  (m)         1439.01   (f) SUPERSEDED  2 1
 DP0794
 DP0794.Superseded values are not recommended for survey control.
 DP0794
 DP0794.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DP0794.See file dsdata.pdf to determine how the superseded data were derived.
 DP0794
 DP0794_MARKER: F = FLANGE-ENCASED ROD
 DP0794_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DP0794_STAMPING: 2904 M 2012
 DP0794_MARK LOGO: MNDT
 DP0794_PROJECTION: RECESSED 5 CENTIMETERS
 DP0794_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DP0794_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DP0794_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP0794+SATELLITE: SATELLITE OBSERVATIONS - February 22, 2023
 DP0794_ROD/PIPE-DEPTH: 20.7 meters
 DP0794
 DP0794  HISTORY     - Date     Condition        Report By
 DP0794  HISTORY     - 20120626 MONUMENTED       MNDT
 DP0794  HISTORY     - 20170530 GOOD             MNDT
 DP0794  HISTORY     - 20190826 GOOD             MNDT
 DP0794  HISTORY     - 20230222 GOOD             MNDT
 DP0794
 DP0794                          STATION DESCRIPTION
 DP0794
 DP0794'DESCRIBED BY MN DEPT OF TRANSP 2012
 DP0794'IN PARK RAPIDS, AT JUNCTION OF TRUNK HIGHWAY 71 AND TRUNK HIGHWAY 34
 DP0794'IN PARK RAPIDS, AT TRUNK HIGHWAY 71 MILEPOINT 259.9, 86.1 FEET SOUTH
 DP0794'OF EASTBOUND TRUNK HIGHWAY 34, 42.7 FEET SOUTH OF STOPLIGHT BASE, 34.0
 DP0794'FEET WEST OF TRUNK HIGHWAY 71, 25.2 FEET NORTH OF ENTRANCE TO MC
 DP0794'DONALDS, 1.5 FEET SOUTH OF WITNESS POST.
 DP0794
 DP0794                          STATION RECOVERY (2017)
 DP0794
 DP0794'RECOVERY NOTE BY MN DEPT OF TRANSP 2017 (ZLZ)
 DP0794'IN PARK RAPIDS, AT THE JUNCTION OF TRUNK HIGHWAY 71 AND TRUNK HIGHWAY
 DP0794'34 IN PARK RAPIDS, AT TRUNK HIGHWAY 71 MILEPOINT 259.9, 86.1 FEET
 DP0794'SOUTH OF EASTBOUND TRUNK HIGHWAY 34, 42.7 FEET SOUTH OF STOPLIGHT
 DP0794'BASE, 34.0 FEET WEST OF TRUNK HIGHWAY 71, 25.2 FEET NORTH OF ENTRANCE
 DP0794'TO MCDONALD'S, 1.5 FEET SOUTH OF A WITNESS POST.
 DP0794
 DP0794                          STATION RECOVERY (2019)
 DP0794
 DP0794'RECOVERY NOTE BY MN DEPT OF TRANSP 2019 (BDB)
 DP0794'RECOVERED AS DESCRIBED.
 DP0794
 DP0794                          STATION RECOVERY (2023)
 DP0794
 DP0794'RECOVERY NOTE BY MN DEPT OF TRANSP 2023 (TXD)
 DP0794'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 AJ2387 ***********************************************************************
 AJ2387  DESIGNATION -  2905 A
 AJ2387  PID         -  AJ2387
 AJ2387  STATE/COUNTY-  MN/HUBBARD
 AJ2387  COUNTRY     -  US
 AJ2387  USGS QUAD   -  PARK RAPIDS (2019)
 AJ2387
 AJ2387                         *CURRENT SURVEY CONTROL
 AJ2387  ______________________________________________________________________
 AJ2387* NAD 83(2011) POSITION- 46 56 37.98089(N) 095 04 57.25825(W)   ADJUSTED
 AJ2387* NAD 83(2011) ELLIP HT-   414.288 (meters)        (06/27/12)   ADJUSTED
 AJ2387* NAD 83(2011) EPOCH   -  2010.00
 AJ2387* NAVD 88 ORTHO HEIGHT -   441.612 (meters)     1448.86  (feet) ADJUSTED
 AJ2387  ______________________________________________________________________
 AJ2387  GEOID HEIGHT    -        -27.304 (meters)                     GEOID18
 AJ2387  NAD 83(2011) X  -   -386,482.364 (meters)                     COMP
 AJ2387  NAD 83(2011) Y  - -4,345,377.787 (meters)                     COMP
 AJ2387  NAD 83(2011) Z  -  4,637,810.637 (meters)                     COMP
 AJ2387  LAPLACE CORR    -         -3.58  (seconds)                    DEFLEC18
 AJ2387  DYNAMIC HEIGHT  -        441.635 (meters)     1448.93  (feet) COMP
 AJ2387  MODELED GRAVITY -    980,653.6   (mgal)                       NAVD 88
 AJ2387
 AJ2387  VERT ORDER      -  SECOND    CLASS I
 AJ2387
 AJ2387  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AJ2387  Standards:
 AJ2387         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AJ2387            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AJ2387  -------------------------------------------------------------------
 AJ2387  NETWORK    0.45   0.47           0.21   0.15   0.24     -0.01306351
 AJ2387  -------------------------------------------------------------------
 AJ2387  Click here for local accuracies and other accuracy information.
 AJ2387
 AJ2387.The horizontal coordinates were established by GPS observations
 AJ2387.and adjusted by the National Geodetic Survey in June 2012.
 AJ2387
 AJ2387.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AJ2387.been affixed to the stable North American tectonic plate. See 
 AJ2387.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AJ2387
 AJ2387.The horizontal coordinates are valid at the epoch date displayed above
 AJ2387.which is a decimal equivalence of Year/Month/Day.
 AJ2387
 AJ2387.The orthometric height was determined by differential leveling and
 AJ2387.adjusted by the NATIONAL GEODETIC SURVEY
 AJ2387.in August 2019.
 AJ2387
 AJ2387.Significant digits in the geoid height do not necessarily reflect accuracy.
 AJ2387.GEOID18 height accuracy estimate available here.
 AJ2387
 AJ2387.Click photographs - Photos may exist for this station.
 AJ2387
 AJ2387.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ2387
 AJ2387.The Laplace correction was computed from DEFLEC18 derived deflections.
 AJ2387
 AJ2387.The ellipsoidal height was determined by GPS observations
 AJ2387.and is referenced to NAD 83.
 AJ2387
 AJ2387.The dynamic height is computed by dividing the NAVD 88
 AJ2387.geopotential number by the normal gravity value computed on the
 AJ2387.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ2387.degrees latitude (g = 980.6199 gals.).
 AJ2387
 AJ2387.The modeled gravity was interpolated from observed gravity values.
 AJ2387
 AJ2387. The following values were computed from the NAD 83(2011) position.
 AJ2387
 AJ2387;                    North         East     Units Scale Factor Converg.
 AJ2387;SPC MN C     -   316,395.024   736,614.185   MT  0.99997854   -0 36 08.2
 AJ2387;SPC MN C     - 1,038,039.34  2,416,708.37   sFT  0.99997854   -0 36 08.2
 AJ2387;UTM  15      - 5,201,033.253   341,507.911   MT  0.99990874   -1 31 19.3
 AJ2387
 AJ2387!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ2387!SPC MN C     -   0.99993506  x   0.99997854  =   0.99991361
 AJ2387!UTM  15      -   0.99993506  x   0.99990874  =   0.99984381
 AJ2387
 AJ2387_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUN4150701033(NAD 83)
 AJ2387
 AJ2387                          SUPERSEDED SURVEY CONTROL
 AJ2387
 AJ2387  NAD 83(2007)-  46 56 37.98076(N)    095 04 57.25902(W) AD(2002.00) 0
 AJ2387  ELLIP H (02/10/07)  414.319  (m)                       GP(2002.00)    
 AJ2387  NAD 83(1996)-  46 56 37.98034(N)    095 04 57.25911(W) AD(       ) 1
 AJ2387  ELLIP H (07/22/02)  414.349  (m)                       GP(       ) 4 1
 AJ2387  NAVD 88 (08/10/04)  441.586  (m)         1448.77   (f) SUPERSEDED  2 1
 AJ2387  NAVD 88             441.58   (m)         1448.8    (f) LEVELING    3  
 AJ2387
 AJ2387.Superseded values are not recommended for survey control.
 AJ2387
 AJ2387.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ2387.See file dsdata.pdf to determine how the superseded data were derived.
 AJ2387
 AJ2387_MARKER: DD = SURVEY DISK
 AJ2387_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 AJ2387_STAMPING: 2905 A 1998
 AJ2387_MARK LOGO: MNDT
 AJ2387_PROJECTION: RECESSED 3 CENTIMETERS
 AJ2387_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AJ2387_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AJ2387_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ2387+SATELLITE: SATELLITE OBSERVATIONS - February 27, 2023
 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  HISTORY     - 20190827 GOOD             MNDT
 AJ2387  HISTORY     - 20230227 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.
 AJ2387
 AJ2387                          STATION RECOVERY (2019)
 AJ2387
 AJ2387'RECOVERY NOTE BY MN DEPT OF TRANSP 2019 (DAS)
 AJ2387'RECOVERED AS DESCRIBED.
 AJ2387
 AJ2387                          STATION RECOVERY (2023)
 AJ2387
 AJ2387'RECOVERY NOTE BY MN DEPT OF TRANSP 2023 (TXD)
 AJ2387'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DR6915 ***********************************************************************
 DR6915  DESIGNATION -  2905 C RESET
 DR6915  PID         -  DR6915
 DR6915  STATE/COUNTY-  MN/HUBBARD
 DR6915  COUNTRY     -  US
 DR6915  USGS QUAD   -  PARK RAPIDS (2019)
 DR6915
 DR6915                         *CURRENT SURVEY CONTROL
 DR6915  ______________________________________________________________________
 DR6915* NAD 83(1986) POSITION- 46 59 21.86   (N) 095 06 12.97   (W)   HD_HELD1
 DR6915* NAVD 88 ORTHO HEIGHT -   446.718 (meters)     1465.61  (feet) ADJUSTED
 DR6915  ______________________________________________________________________
 DR6915  GEOID HEIGHT    -        -27.276 (meters)                     GEOID18
 DR6915  DYNAMIC HEIGHT  -        446.744 (meters)     1465.69  (feet) COMP
 DR6915  MODELED GRAVITY -    980,657.9   (mgal)                       NAVD 88
 DR6915
 DR6915  VERT ORDER      -  SECOND    CLASS I
 DR6915
 DR6915.The horizontal coordinates were determined by differentially corrected
 DR6915.hand held GPS observations or other comparable positioning techniques
 DR6915.and have an estimated accuracy of +/- 3 meters.
 DR6915
 DR6915.The orthometric height was determined by differential leveling and
 DR6915.adjusted by the NATIONAL GEODETIC SURVEY
 DR6915.in March 2023.
 DR6915
 DR6915.Significant digits in the geoid height do not necessarily reflect accuracy.
 DR6915.GEOID18 height accuracy estimate available here.
 DR6915
 DR6915.Click photographs - Photos may exist for this station.
 DR6915
 DR6915.The dynamic height is computed by dividing the NAVD 88
 DR6915.geopotential number by the normal gravity value computed on the
 DR6915.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DR6915.degrees latitude (g = 980.6199 gals.).
 DR6915
 DR6915.The modeled gravity was interpolated from observed gravity values.
 DR6915
 DR6915;                    North         East    Units  Estimated Accuracy
 DR6915;SPC MN C     -   321,472.4     735,067.6     MT  (+/- 3 meters HH1 GPS) 
 DR6915
 DR6915_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUN4004306134(NAD 83)
 DR6915
 DR6915                          SUPERSEDED SURVEY CONTROL
 DR6915
 DR6915.No superseded survey control is available for this station.
 DR6915
 DR6915_MARKER: I = METAL ROD
 DR6915_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DR6915_STAMPING: 2905 C RESET 2019
 DR6915_MARK LOGO: MNDT
 DR6915_PROJECTION: RECESSED 5 CENTIMETERS
 DR6915_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DR6915_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DR6915_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DR6915+SATELLITE: SATELLITE OBSERVATIONS - August 29, 2019
 DR6915_ROD/PIPE-DEPTH: 13.7 meters
 DR6915
 DR6915  HISTORY     - Date     Condition        Report By
 DR6915  HISTORY     - 20190829 MONUMENTED       MNDT
 DR6915
 DR6915                          STATION DESCRIPTION
 DR6915
 DR6915'DESCRIBED BY MN DEPT OF TRANSP 2019
 DR6915'THE MARK IS LOCATED ABOUT 6.0 MI (9.7 KM) NORTH OF PARK RAPIDS.
 DR6915'
 DR6915'TO REACH THE MARK GO 5.95 MI (9.57 KM) NORTH ALONG TRUNK HIGHWAY 71
 DR6915'FROM THE JUNCTION OF TRUNK HIGHWAY 71 AND TRUNK HIGHWAY 34 IN PARK
 DR6915'RAPIDS, AT TRUNK HIGHWAY 71 MILE POINT 265.75.
 DR6915'
 DR6915'THE MARK IS 75.0 FT (22.9 M) WEST OF TRUNK HIGHWAY 71, 76.0 FT (23.2
 DR6915'M) SOUTH OF A DRIVEWAY, 4.4 FT (1.3 M) EAST OF A POWER POLE, 3.7 FT
 DR6915'(1.1 M) EAST OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DR6914 ***********************************************************************
 DR6914  DESIGNATION -  2905 D RESET
 DR6914  PID         -  DR6914
 DR6914  STATE/COUNTY-  MN/HUBBARD
 DR6914  COUNTRY     -  US
 DR6914  USGS QUAD   -  SKUNK LAKE (2019)
 DR6914
 DR6914                         *CURRENT SURVEY CONTROL
 DR6914  ______________________________________________________________________
 DR6914* NAD 83(1986) POSITION- 47 00 08.75   (N) 095 06 25.21   (W)   HD_HELD1
 DR6914* NAVD 88 ORTHO HEIGHT -   446.308 (meters)     1464.26  (feet) ADJUSTED
 DR6914  ______________________________________________________________________
 DR6914  GEOID HEIGHT    -        -27.265 (meters)                     GEOID18
 DR6914  DYNAMIC HEIGHT  -        446.336 (meters)     1464.35  (feet) COMP
 DR6914  MODELED GRAVITY -    980,663.3   (mgal)                       NAVD 88
 DR6914
 DR6914  VERT ORDER      -  SECOND    CLASS I
 DR6914
 DR6914.The horizontal coordinates were determined by differentially corrected
 DR6914.hand held GPS observations or other comparable positioning techniques
 DR6914.and have an estimated accuracy of +/- 3 meters.
 DR6914
 DR6914.The orthometric height was determined by differential leveling and
 DR6914.adjusted by the NATIONAL GEODETIC SURVEY
 DR6914.in March 2023.
 DR6914
 DR6914.Significant digits in the geoid height do not necessarily reflect accuracy.
 DR6914.GEOID18 height accuracy estimate available here.
 DR6914
 DR6914.Click photographs - Photos may exist for this station.
 DR6914
 DR6914.The dynamic height is computed by dividing the NAVD 88
 DR6914.geopotential number by the normal gravity value computed on the
 DR6914.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DR6914.degrees latitude (g = 980.6199 gals.).
 DR6914
 DR6914.The modeled gravity was interpolated from observed gravity values.
 DR6914
 DR6914;                    North         East    Units  Estimated Accuracy
 DR6914;SPC MN C     -   322,923.1     734,824.7     MT  (+/- 3 meters HH1 GPS) 
 DR6914
 DR6914_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUN3982307588(NAD 83)
 DR6914
 DR6914                          SUPERSEDED SURVEY CONTROL
 DR6914
 DR6914.No superseded survey control is available for this station.
 DR6914
 DR6914_MARKER: F = FLANGE-ENCASED ROD
 DR6914_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DR6914_STAMPING: 2905 D RESET 2019
 DR6914_MARK LOGO: MNDT
 DR6914_PROJECTION: RECESSED 8 CENTIMETERS
 DR6914_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DR6914_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DR6914_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DR6914+SATELLITE: SATELLITE OBSERVATIONS - July 13, 1998
 DR6914_ROD/PIPE-DEPTH: 13.7 meters
 DR6914
 DR6914  HISTORY     - Date     Condition        Report By
 DR6914  HISTORY     - 19980713 MONUMENTED       MNDT
 DR6914
 DR6914                          STATION DESCRIPTION
 DR6914
 DR6914'DESCRIBED BY MN DEPT OF TRANSP 1998
 DR6914'THE MARK IS LOCATED ABOUT 7.0 MI (11.3 KM) NORTHWEST OF PARK RAPIDS.
 DR6914'
 DR6914'TO REACH THE MARK GO 6.9 MI (11.1 KM) NORTH ALONG TRUNK HIGHWAY 71
 DR6914'FROM THE JUNCTION OF TRUNK HIGHWAY 71 AND TRUNK HIGHWAY 34 IN PARK
 DR6914'RAPIDS, AT TRUNK HIGHWAY 71 MILE POINT 266.65.
 DR6914'
 DR6914'THE MARK IS 76.5 FT (23.3 M) EAST OF TRUNK HIGHWAY 71, 13.0 FT (4.0 M)
 DR6914'SOUTH OF AN ENTRANCE, 2.5 FT (0.8 M) WEST OF A FENCE, 2.8 FT (0.9 M)
 DR6914'NORTH OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 AJ2415 ***********************************************************************
 AJ2415  DESIGNATION -  2905 E
 AJ2415  PID         -  AJ2415
 AJ2415  STATE/COUNTY-  MN/HUBBARD
 AJ2415  COUNTRY     -  US
 AJ2415  USGS QUAD   -  SKUNK LAKE (2019)
 AJ2415
 AJ2415                         *CURRENT SURVEY CONTROL
 AJ2415  ______________________________________________________________________
 AJ2415* NAD 83(1986) POSITION- 47 02 17.2    (N) 095 06 46.6    (W)   HD_HELD2
 AJ2415* NAVD 88 ORTHO HEIGHT -   441.702 (meters)     1449.15  (feet) ADJUSTED
 AJ2415  ______________________________________________________________________
 AJ2415  GEOID HEIGHT    -        -27.226 (meters)                     GEOID18
 AJ2415  DYNAMIC HEIGHT  -        441.734 (meters)     1449.26  (feet) COMP
 AJ2415  MODELED GRAVITY -    980,673.2   (mgal)                       NAVD 88
 AJ2415
 AJ2415  VERT ORDER      -  SECOND    CLASS I
 AJ2415
 AJ2415.The horizontal coordinates were established by autonomous hand held GPS
 AJ2415.observations and have an estimated accuracy of +/- 10 meters.
 AJ2415
 AJ2415.The orthometric height was determined by differential leveling and
 AJ2415.adjusted by the NATIONAL GEODETIC SURVEY
 AJ2415.in March 2023.
 AJ2415
 AJ2415.Significant digits in the geoid height do not necessarily reflect accuracy.
 AJ2415.GEOID18 height accuracy estimate available here.
 AJ2415
 AJ2415.Click photographs - Photos may exist for this station.
 AJ2415
 AJ2415.The dynamic height is computed by dividing the NAVD 88
 AJ2415.geopotential number by the normal gravity value computed on the
 AJ2415.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ2415.degrees latitude (g = 980.6199 gals.).
 AJ2415
 AJ2415.The modeled gravity was interpolated from observed gravity values.
 AJ2415
 AJ2415;                    North         East    Units  Estimated Accuracy
 AJ2415;SPC MN C     -   326,894.      734,416.      MT  (+/- 10 meters HH2 GPS)
 AJ2415
 AJ2415_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUN3947811565(NAD 83)
 AJ2415
 AJ2415                          SUPERSEDED SURVEY CONTROL
 AJ2415
 AJ2415  NAVD 88 (08/26/19)  441.707  (m)         1449.17   (f) SUPERSEDED  2 1
 AJ2415  NAVD 88 (08/10/04)  441.689  (m)         1449.11   (f) SUPERSEDED  2 1
 AJ2415
 AJ2415.Superseded values are not recommended for survey control.
 AJ2415
 AJ2415.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ2415.See file dsdata.pdf to determine how the superseded data were derived.
 AJ2415
 AJ2415_MARKER: DD = SURVEY DISK
 AJ2415_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AJ2415_SP_SET: 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 - August 27, 2019
 AJ2415
 AJ2415  HISTORY     - Date     Condition        Report By
 AJ2415  HISTORY     - 1998     MONUMENTED       MNDT
 AJ2415  HISTORY     - 20190827 GOOD             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.
 AJ2415
 AJ2415                          STATION RECOVERY (2019)
 AJ2415
 AJ2415'RECOVERY NOTE BY MN DEPT OF TRANSP 2019 (DAS)
 AJ2415'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DR6912 ***********************************************************************
 DR6912  DESIGNATION -  2905 F RESET
 DR6912  PID         -  DR6912
 DR6912  STATE/COUNTY-  MN/HUBBARD
 DR6912  COUNTRY     -  US
 DR6912  USGS QUAD   -  TWO INLETS (2019)
 DR6912
 DR6912                         *CURRENT SURVEY CONTROL
 DR6912  ______________________________________________________________________
 DR6912* NAD 83(1986) POSITION- 47 02 29.92   (N) 095 07 50.49   (W)   HD_HELD1
 DR6912* NAVD 88 ORTHO HEIGHT -   448.402 (meters)     1471.13  (feet) ADJUSTED
 DR6912  ______________________________________________________________________
 DR6912  GEOID HEIGHT    -        -27.202 (meters)                     GEOID18
 DR6912  DYNAMIC HEIGHT  -        448.436 (meters)     1471.24  (feet) COMP
 DR6912  MODELED GRAVITY -    980,675.1   (mgal)                       NAVD 88
 DR6912
 DR6912  VERT ORDER      -  SECOND    CLASS I
 DR6912
 DR6912.The horizontal coordinates were determined by differentially corrected
 DR6912.hand held GPS observations or other comparable positioning techniques
 DR6912.and have an estimated accuracy of +/- 3 meters.
 DR6912
 DR6912.The orthometric height was determined by differential leveling and
 DR6912.adjusted by the NATIONAL GEODETIC SURVEY
 DR6912.in March 2023.
 DR6912
 DR6912.Significant digits in the geoid height do not necessarily reflect accuracy.
 DR6912.GEOID18 height accuracy estimate available here.
 DR6912
 DR6912.Click photographs - Photos may exist for this station.
 DR6912
 DR6912.The dynamic height is computed by dividing the NAVD 88
 DR6912.geopotential number by the normal gravity value computed on the
 DR6912.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DR6912.degrees latitude (g = 980.6199 gals.).
 DR6912
 DR6912.The modeled gravity was interpolated from observed gravity values.
 DR6912
 DR6912;                    North         East    Units  Estimated Accuracy
 DR6912;SPC MN C     -   327,302.0     733,071.7     MT  (+/- 3 meters HH1 GPS) 
 DR6912
 DR6912_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUN3814111994(NAD 83)
 DR6912
 DR6912                          SUPERSEDED SURVEY CONTROL
 DR6912
 DR6912.No superseded survey control is available for this station.
 DR6912
 DR6912_MARKER: F = FLANGE-ENCASED ROD
 DR6912_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DR6912_STAMPING: 2905 F RESET 2019
 DR6912_MARK LOGO: MNDT
 DR6912_PROJECTION: RECESSED 8 CENTIMETERS
 DR6912_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DR6912_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DR6912_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DR6912+SATELLITE: SATELLITE OBSERVATIONS - August 29, 2019
 DR6912_ROD/PIPE-DEPTH: 16.8 meters
 DR6912
 DR6912  HISTORY     - Date     Condition        Report By
 DR6912  HISTORY     - 20190829 MONUMENTED       MNDT
 DR6912  HISTORY     - 20190829 GOOD             MNDT
 DR6912
 DR6912                          STATION DESCRIPTION
 DR6912
 DR6912'DESCRIBED BY MN DEPT OF TRANSP 2019 (TJD)
 DR6912'THE MARK IS LOCATED ABOUT 10.0 MI (16.1 KM) NORTHWEST OF PARK RAPIDS.
 DR6912'
 DR6912'TO REACH THE MARK GO 10.4 MI (16.7 KM) NORTH ALONG TRUNK HIGHWAY 71
 DR6912'FROM THE JUNCTION OF TRUNK HIGHWAY 71 AND TRUNK HIGHWAY 34 IN PARK
 DR6912'RAPIDS, AT TRUNK HIGHWAY 71 MILE POINT 270.19.
 DR6912'
 DR6912'THE MARK IS 72.0 FT (21.9 M) NORTHEAST OF TRUNK HIGHWAY 71, 34.7 FT
 DR6912'(10.6 M) NORTHWEST OF A CABLE MARKER, 1.4 FT (0.4 M) SOUTHWEST OF A
 DR6912'FENCE CORNER, 2.9 FT (0.9 M) WEST OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DI0849 ***********************************************************************
 DI0849  DESIGNATION -  2905 G 1
 DI0849  PID         -  DI0849
 DI0849  STATE/COUNTY-  MN/BECKER
 DI0849  COUNTRY     -  US
 DI0849  USGS QUAD   -  TWO INLETS (2019)
 DI0849
 DI0849                         *CURRENT SURVEY CONTROL
 DI0849  ______________________________________________________________________
 DI0849* NAD 83(1986) POSITION- 47 03 03.0    (N) 095 11 00.4    (W)   HD_HELD2
 DI0849* NAVD 88 ORTHO HEIGHT -   465.749 (meters)     1528.04  (feet) ADJUSTED
 DI0849  ______________________________________________________________________
 DI0849  GEOID HEIGHT    -        -27.129 (meters)                     GEOID18
 DI0849  DYNAMIC HEIGHT  -        465.787 (meters)     1528.17  (feet) COMP
 DI0849  MODELED GRAVITY -    980,679.7   (mgal)                       NAVD 88
 DI0849
 DI0849  VERT ORDER      -  SECOND    CLASS I
 DI0849
 DI0849.The horizontal coordinates were established by autonomous hand held GPS
 DI0849.observations and have an estimated accuracy of +/- 10 meters.
 DI0849
 DI0849.The orthometric height was determined by differential leveling and
 DI0849.adjusted by the NATIONAL GEODETIC SURVEY
 DI0849.in August 2019.
 DI0849
 DI0849.Significant digits in the geoid height do not necessarily reflect accuracy.
 DI0849.GEOID18 height accuracy estimate available here.
 DI0849
 DI0849.Click photographs - Photos may exist for this station.
 DI0849
 DI0849.The dynamic height is computed by dividing the NAVD 88
 DI0849.geopotential number by the normal gravity value computed on the
 DI0849.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DI0849.degrees latitude (g = 980.6199 gals.).
 DI0849
 DI0849.The modeled gravity was interpolated from observed gravity values.
 DI0849
 DI0849;                    North         East    Units  Estimated Accuracy
 DI0849;SPC MN C     -   328,369.      729,075.      MT  (+/- 10 meters HH2 GPS)
 DI0849
 DI0849_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUN3416213126(NAD 83)
 DI0849
 DI0849                          SUPERSEDED SURVEY CONTROL
 DI0849
 DI0849  NAVD 88 (09/21/06)  465.731  (m)         1527.99   (f) SUPERSEDED  2 1
 DI0849
 DI0849.Superseded values are not recommended for survey control.
 DI0849
 DI0849.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DI0849.See file dsdata.pdf to determine how the superseded data were derived.
 DI0849
 DI0849_MARKER: DD = SURVEY DISK
 DI0849_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DI0849_STAMPING: 2905 G 1 2005
 DI0849_MARK LOGO: MNDT
 DI0849_PROJECTION: RECESSED 8 CENTIMETERS
 DI0849_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DI0849_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DI0849_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DI0849+SATELLITE: SATELLITE OBSERVATIONS - August 29, 2019
 DI0849_ROD/PIPE-DEPTH: 16.8 meters
 DI0849
 DI0849  HISTORY     - Date     Condition        Report By
 DI0849  HISTORY     - 20050510 MONUMENTED       MNDT
 DI0849  HISTORY     - 20061120 GOOD             MNDT
 DI0849  HISTORY     - 20190829 GOOD             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.
 DI0849
 DI0849                          STATION RECOVERY (2006)
 DI0849
 DI0849'RECOVERY NOTE BY MN DEPT OF TRANSP 2006 (MPP)
 DI0849'2.0 MI (3.2 KM) EAST OF TWO INLETS, 1.55 MI (2.49 KM) EAST ALONG
 DI0849'COUNTY ROAD 44 FROM THE JUNCTION OF COUNTY ROAD 44 AND COUNTY ROAD 135
 DI0849'(0.8 MILES WEST OF TWO INLETS), 52.7 FT (16.1 M) SOUTH OF COUNTY ROAD
 DI0849'44, 29.5 FT (9.0 M) WEST OF DRIVEWAY NUMBER 57359, 6.1 FT (1.9 M)
 DI0849'SOUTHEAST OF CABLE PEDESTAL NUMBER 65017, 1.3 FT (0.4 M) NORTH OF A
 DI0849'WITNESS POST.
 DI0849
 DI0849                          STATION RECOVERY (2019)
 DI0849
 DI0849'RECOVERY NOTE BY MN DEPT OF TRANSP 2019 (TJD)
 DI0849'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DI0850 ***********************************************************************
 DI0850  DESIGNATION -  2905 G 2
 DI0850  PID         -  DI0850
 DI0850  STATE/COUNTY-  MN/BECKER
 DI0850  COUNTRY     -  US
 DI0850  USGS QUAD   -  TWO INLETS (2019)
 DI0850
 DI0850                         *CURRENT SURVEY CONTROL
 DI0850  ______________________________________________________________________
 DI0850* NAD 83(2011) POSITION- 47 03 03.67759(N) 095 13 03.54357(W)   ADJUSTED
 DI0850* NAD 83(2011) ELLIP HT-   433.513 (meters)        (06/27/12)   ADJUSTED
 DI0850* NAD 83(2011) EPOCH   -  2010.00
 DI0850* NAVD 88 ORTHO HEIGHT -   460.625 (meters)     1511.23  (feet) ADJUSTED
 DI0850  ______________________________________________________________________
 DI0850  GEOID HEIGHT    -        -27.086 (meters)                     GEOID18
 DI0850  NAD 83(2011) X  -   -395,934.858 (meters)                     COMP
 DI0850  NAD 83(2011) Y  - -4,335,792.613 (meters)                     COMP
 DI0850  NAD 83(2011) Z  -  4,645,948.642 (meters)                     COMP
 DI0850  LAPLACE CORR    -         -3.88  (seconds)                    DEFLEC18
 DI0850  DYNAMIC HEIGHT  -        460.661 (meters)     1511.35  (feet) COMP
 DI0850  MODELED GRAVITY -    980,677.4   (mgal)                       NAVD 88
 DI0850
 DI0850  VERT ORDER      -  SECOND    CLASS I
 DI0850
 DI0850  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DI0850  Standards:
 DI0850         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DI0850            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DI0850  -------------------------------------------------------------------
 DI0850  NETWORK    0.38   0.55           0.18   0.11   0.28     -0.01430081
 DI0850  -------------------------------------------------------------------
 DI0850  Click here for local accuracies and other accuracy information.
 DI0850
 DI0850.The horizontal coordinates were established by GPS observations
 DI0850.and adjusted by the National Geodetic Survey in June 2012.
 DI0850
 DI0850.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DI0850.been affixed to the stable North American tectonic plate. See 
 DI0850.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DI0850
 DI0850.The horizontal coordinates are valid at the epoch date displayed above
 DI0850.which is a decimal equivalence of Year/Month/Day.
 DI0850
 DI0850.The orthometric height was determined by differential leveling and
 DI0850.adjusted by the NATIONAL GEODETIC SURVEY
 DI0850.in August 2019.
 DI0850
 DI0850.Significant digits in the geoid height do not necessarily reflect accuracy.
 DI0850.GEOID18 height accuracy estimate available here.
 DI0850
 DI0850.Click photographs - Photos may exist for this station.
 DI0850
 DI0850.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DI0850
 DI0850.The Laplace correction was computed from DEFLEC18 derived deflections.
 DI0850
 DI0850.The ellipsoidal height was determined by GPS observations
 DI0850.and is referenced to NAD 83.
 DI0850
 DI0850.The dynamic height is computed by dividing the NAVD 88
 DI0850.geopotential number by the normal gravity value computed on the
 DI0850.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DI0850.degrees latitude (g = 980.6199 gals.).
 DI0850
 DI0850.The modeled gravity was interpolated from observed gravity values.
 DI0850
 DI0850. The following values were computed from the NAD 83(2011) position.
 DI0850
 DI0850;                    North         East     Units Scale Factor Converg.
 DI0850;SPC MN C     -   328,421.488   726,476.239   MT  1.00000022   -0 41 60.0
 DI0850;SPC MN C     - 1,077,496.17  2,383,447.46   sFT  1.00000022   -0 41 60.0
 DI0850;UTM  15      - 5,213,220.495   331,565.328   MT  0.99994869   -1 37 25.0
 DI0850
 DI0850!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DI0850!SPC MN C     -   0.99993205  x   1.00000022  =   0.99993227
 DI0850!UTM  15      -   0.99993205  x   0.99994869  =   0.99988075
 DI0850
 DI0850_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUN3156513220(NAD 83)
 DI0850
 DI0850                          SUPERSEDED SURVEY CONTROL
 DI0850
 DI0850  NAD 83(1996)-  47 03 03.67719(N)    095 13 03.54423(W) AD(       ) 1
 DI0850  ELLIP H (03/06/08)  433.557  (m)                       GP(       ) 3 1
 DI0850  NAD 83(2007)-  47 03 03.67748(N)    095 13 03.54436(W) AD(2002.00) 1
 DI0850  ELLIP H (02/07/08)  433.542  (m)                       GP(2002.00) 3 1
 DI0850  NAVD 88             460.61   (m)         1511.2    (f) LEVELING    3  
 DI0850  NAVD 88 (09/21/06)  460.605  (m)         1511.17   (f) SUPERSEDED  2 1
 DI0850
 DI0850.Superseded values are not recommended for survey control.
 DI0850
 DI0850.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DI0850.See file dsdata.pdf to determine how the superseded data were derived.
 DI0850
 DI0850_MARKER: DD = SURVEY DISK
 DI0850_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DI0850_STAMPING: 2905 G 2 2005
 DI0850_MARK LOGO: MNDT
 DI0850_PROJECTION: RECESSED 5 CENTIMETERS
 DI0850_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DI0850_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DI0850_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DI0850+SATELLITE: SATELLITE OBSERVATIONS - June 30, 2021
 DI0850_ROD/PIPE-DEPTH: 9.1 meters
 DI0850
 DI0850  HISTORY     - Date     Condition        Report By
 DI0850  HISTORY     - 2005     MONUMENTED       MNDT
 DI0850  HISTORY     - 20061120 GOOD             MNDT
 DI0850  HISTORY     - 20210630 GOOD             MNDT
 DI0850
 DI0850                          STATION DESCRIPTION
 DI0850
 DI0850'DESCRIBED BY MN DEPT OF TRANSP 2005 (MPP)
 DI0850'THE MARK IS LOCATED IN TWO INLETS, 0.80 MILES EAST ALONG COUNTY ROAD
 DI0850'44 FROM THE JUNCTION OF COUNTY ROAD 44 AND COUNTY ROAD 135 (0.80 MILES
 DI0850'WEST OF TWO INLETS), 58.7 FEET NORTH OF COUNTY ROAD 44, 35.5 FEET EAST
 DI0850'OF DRIVEWAY NUMBERS 55676/55680, 1.4 FEET EAST OF WITNESS POST.
 DI0850
 DI0850                          STATION RECOVERY (2006)
 DI0850
 DI0850'RECOVERY NOTE BY MN DEPT OF TRANSP 2006 (MPP)
 DI0850'IN TWO INLETS, 0.80 MILES EAST ALONG COUNTY ROAD 44 FROM THE JUNCTION
 DI0850'OF COUNTY ROAD 44 AND COUNTY ROAD 135 (0.80 MILES WEST OF TWO INLETS),
 DI0850'58.7 FEET NORTH OF COUNTY ROAD 44, 35.5 FEET EAST OF DRIVEWAY NUMBERS
 DI0850'55676/55680, 1.4 FEET EAST OF WITNESS POST.
 DI0850
 DI0850                          STATION RECOVERY (2021)
 DI0850
 DI0850'RECOVERY NOTE BY MN DEPT OF TRANSP 2021 (DAS)
 DI0850'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DR6909 ***********************************************************************
 DR6909  DESIGNATION -  2905 G RESET
 DR6909  PID         -  DR6909
 DR6909  STATE/COUNTY-  MN/HUBBARD
 DR6909  COUNTRY     -  US
 DR6909  USGS QUAD   -  TWO INLETS (2019)
 DR6909
 DR6909                         *CURRENT SURVEY CONTROL
 DR6909  ______________________________________________________________________
 DR6909* NAD 83(1986) POSITION- 47 03 52.60   (N) 095 09 02.97   (W)   HD_HELD1
 DR6909* NAVD 88 ORTHO HEIGHT -   447.843 (meters)     1469.30  (feet) ADJUSTED
 DR6909  ______________________________________________________________________
 DR6909  GEOID HEIGHT    -        -27.163 (meters)                     GEOID18
 DR6909  DYNAMIC HEIGHT  -        447.880 (meters)     1469.42  (feet) COMP
 DR6909  MODELED GRAVITY -    980,682.5   (mgal)                       NAVD 88
 DR6909
 DR6909  VERT ORDER      -  SECOND    CLASS I
 DR6909
 DR6909.The horizontal coordinates were determined by differentially corrected
 DR6909.hand held GPS observations or other comparable positioning techniques
 DR6909.and have an estimated accuracy of +/- 3 meters.
 DR6909
 DR6909.The orthometric height was determined by differential leveling and
 DR6909.adjusted by the NATIONAL GEODETIC SURVEY
 DR6909.in March 2023.
 DR6909
 DR6909.Significant digits in the geoid height do not necessarily reflect accuracy.
 DR6909.GEOID18 height accuracy estimate available here.
 DR6909
 DR6909.Click photographs - Photos may exist for this station.
 DR6909
 DR6909.The dynamic height is computed by dividing the NAVD 88
 DR6909.geopotential number by the normal gravity value computed on the
 DR6909.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DR6909.degrees latitude (g = 980.6199 gals.).
 DR6909
 DR6909.The modeled gravity was interpolated from observed gravity values.
 DR6909
 DR6909;                    North         East    Units  Estimated Accuracy
 DR6909;SPC MN C     -   329,872.3     731,570.7     MT  (+/- 3 meters HH1 GPS) 
 DR6909
 DR6909_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUN3668214588(NAD 83)
 DR6909
 DR6909                          SUPERSEDED SURVEY CONTROL
 DR6909
 DR6909.No superseded survey control is available for this station.
 DR6909
 DR6909_MARKER: I = METAL ROD
 DR6909_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DR6909_STAMPING: 2905 G RESET 2019
 DR6909_MARK LOGO: MNDT
 DR6909_PROJECTION: RECESSED 5 CENTIMETERS
 DR6909_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DR6909_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DR6909_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DR6909+SATELLITE: SATELLITE OBSERVATIONS - July 13, 1998
 DR6909_ROD/PIPE-DEPTH: 10.7 meters
 DR6909
 DR6909  HISTORY     - Date     Condition        Report By
 DR6909  HISTORY     - 19980713 MONUMENTED       MNDT
 DR6909
 DR6909                          STATION DESCRIPTION
 DR6909
 DR6909'DESCRIBED BY MN DEPT OF TRANSP 1998
 DR6909'THE MARK IS LOCATED ABOUT 12.5 MI (20.1 KM) NORTH-NORTHWEST OF PARK
 DR6909'RAPIDS.
 DR6909'
 DR6909'TO REACH THE MARK GO 12.55 MI (20.19 KM) NORTH ALONG TRUNK HIGHWAY 71
 DR6909'FROM THE JUNCTION OF TRUNK HIGHWAY 71 AND TRUNK HIGHWAY 34 IN PARK
 DR6909'RAPIDS, AT TRUNK HIGHWAY 71 MILE POINT 272.15.
 DR6909'
 DR6909'THE MARK IS 60.5 FT (18.4 M) EAST OF TRUNK HIGHWAY 71, 10.0 FT (3.0 M)
 DR6909'NORTH OF AN ENTRANCE, 3.6 FT (1.1 M) WEST OF A FENCE, 2.5 FT (0.8 M)
 DR6909'SOUTH OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 AJ2393 ***********************************************************************
 AJ2393  DESIGNATION -  2905 H
 AJ2393  PID         -  AJ2393
 AJ2393  STATE/COUNTY-  MN/HUBBARD
 AJ2393  COUNTRY     -  US
 AJ2393  USGS QUAD   -  TWO INLETS (2019)
 AJ2393
 AJ2393                         *CURRENT SURVEY CONTROL
 AJ2393  ______________________________________________________________________
 AJ2393* NAD 83(2011) POSITION- 47 04 48.09956(N) 095 09 03.93649(W)   ADJUSTED
 AJ2393* NAD 83(2011) ELLIP HT-   442.566 (meters)        (06/27/12)   ADJUSTED
 AJ2393* NAD 83(2011) EPOCH   -  2010.00
 AJ2393* NAVD 88 ORTHO HEIGHT -   469.745 (meters)     1541.16  (feet) ADJUSTED
 AJ2393  ______________________________________________________________________
 AJ2393  GEOID HEIGHT    -        -27.157 (meters)                     GEOID18
 AJ2393  NAD 83(2011) X  -   -390,686.500 (meters)                     COMP
 AJ2393  NAD 83(2011) Y  - -4,333,904.252 (meters)                     COMP
 AJ2393  NAD 83(2011) Z  -  4,648,151.942 (meters)                     COMP
 AJ2393  LAPLACE CORR    -         -3.02  (seconds)                    DEFLEC18
 AJ2393  DYNAMIC HEIGHT  -        469.786 (meters)     1541.29  (feet) COMP
 AJ2393  MODELED GRAVITY -    980,685.7   (mgal)                       NAVD 88
 AJ2393
 AJ2393  VERT ORDER      -  SECOND    CLASS I
 AJ2393
 AJ2393  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AJ2393  Standards:
 AJ2393         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AJ2393            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AJ2393  -------------------------------------------------------------------
 AJ2393  NETWORK    0.62   0.69           0.28   0.21   0.35     -0.18788539
 AJ2393  -------------------------------------------------------------------
 AJ2393  Click here for local accuracies and other accuracy information.
 AJ2393
 AJ2393.The horizontal coordinates were established by GPS observations
 AJ2393.and adjusted by the National Geodetic Survey in June 2012.
 AJ2393
 AJ2393.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AJ2393.been affixed to the stable North American tectonic plate. See 
 AJ2393.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AJ2393
 AJ2393.The horizontal coordinates are valid at the epoch date displayed above
 AJ2393.which is a decimal equivalence of Year/Month/Day.
 AJ2393
 AJ2393.The orthometric height was determined by differential leveling and
 AJ2393.adjusted by the NATIONAL GEODETIC SURVEY
 AJ2393.in August 2019.
 AJ2393
 AJ2393.Significant digits in the geoid height do not necessarily reflect accuracy.
 AJ2393.GEOID18 height accuracy estimate available here.
 AJ2393
 AJ2393.Click photographs - Photos may exist for this station.
 AJ2393
 AJ2393.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ2393
 AJ2393.The Laplace correction was computed from DEFLEC18 derived deflections.
 AJ2393
 AJ2393.The ellipsoidal height was determined by GPS observations
 AJ2393.and is referenced to NAD 83.
 AJ2393
 AJ2393.The dynamic height is computed by dividing the NAVD 88
 AJ2393.geopotential number by the normal gravity value computed on the
 AJ2393.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ2393.degrees latitude (g = 980.6199 gals.).
 AJ2393
 AJ2393.The modeled gravity was interpolated from observed gravity values.
 AJ2393
 AJ2393. The following values were computed from the NAD 83(2011) position.
 AJ2393
 AJ2393;                    North         East     Units Scale Factor Converg.
 AJ2393;SPC MN C     -   331,586.302   731,569.852   MT  1.00000670   -0 39 06.6
 AJ2393;SPC MN C     - 1,087,879.39  2,400,158.76   sFT  1.00000670   -0 39 06.6
 AJ2393;UTM  15      - 5,216,302.582   336,708.963   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  =   0.99985835
 AJ2393
 AJ2393:                Primary Azimuth Mark                     Grid Az
 AJ2393:SPC MN C     -  2905 G                                   179 57 59.6
 AJ2393:UTM  15      -  2905 G                                   180 53 25.2
 AJ2393
 AJ2393_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUN3670816302(NAD 83)
 AJ2393
 AJ2393|---------------------------------------------------------------------|
 AJ2393| PID    Reference Object                     Distance      Geod. Az  |
 AJ2393|                                                           dddmmss.s |
 AJ2393| AJ2392 2905 G                              APPROX. 1.7 KM 1791853.0 |
 AJ2393|---------------------------------------------------------------------|
 AJ2393
 AJ2393                          SUPERSEDED SURVEY CONTROL
 AJ2393
 AJ2393  NAD 83(2007)-  47 04 48.09943(N)    095 09 03.93738(W) AD(2002.00) 0
 AJ2393  ELLIP H (02/10/07)  442.597  (m)                       GP(2002.00)    
 AJ2393  NAD 83(1996)-  47 04 48.09927(N)    095 09 03.93722(W) AD(       ) 1
 AJ2393  ELLIP H (07/22/02)  442.611  (m)                       GP(       ) 4 1
 AJ2393  NAVD 88 (08/10/04)  469.731  (m)         1541.11   (f) SUPERSEDED  2 1
 AJ2393  NAVD 88             469.73   (m)         1541.1    (f) LEVELING    3  
 AJ2393
 AJ2393.Superseded values are not recommended for survey control.
 AJ2393
 AJ2393.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ2393.See file dsdata.pdf to determine how the superseded data were derived.
 AJ2393
 AJ2393_MARKER: DD = SURVEY DISK
 AJ2393_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 AJ2393_STAMPING: 2905 H 1998
 AJ2393_MARK LOGO: MNDT
 AJ2393_PROJECTION: RECESSED 3 CENTIMETERS
 AJ2393_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AJ2393_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AJ2393_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AJ2393+SATELLITE: SATELLITE OBSERVATIONS - July 13, 2021
 AJ2393_ROD/PIPE-DEPTH: 6.1 meters
 AJ2393
 AJ2393  HISTORY     - Date     Condition        Report By
 AJ2393  HISTORY     - 1998     MONUMENTED       MNDT
 AJ2393  HISTORY     - 20190827 GOOD             MNDT
 AJ2393  HISTORY     - 20210713 POOR             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.
 AJ2393
 AJ2393                          STATION RECOVERY (2019)
 AJ2393
 AJ2393'RECOVERY NOTE BY MN DEPT OF TRANSP 2019 (DAS)
 AJ2393'RECOVERED AS DESCRIBED.
 AJ2393
 AJ2393                          STATION RECOVERY (2021)
 AJ2393
 AJ2393'RECOVERY NOTE BY MN DEPT OF TRANSP 2021 (TJD)
 AJ2393'MARK RECOVERED IN POOR CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 AJ2394 ***********************************************************************
 AJ2394  HT_MOD      -  This is a Height Modernization Survey Station.
 AJ2394  DESIGNATION -  2905 J
 AJ2394  PID         -  AJ2394
 AJ2394  STATE/COUNTY-  MN/HUBBARD
 AJ2394  COUNTRY     -  US
 AJ2394  USGS QUAD   -  LAKE ITASCA (2019)
 AJ2394
 AJ2394                         *CURRENT SURVEY CONTROL
 AJ2394  ______________________________________________________________________
 AJ2394* NAD 83(2011) POSITION- 47 09 13.08613(N) 095 09 00.47091(W)   ADJUSTED
 AJ2394* NAD 83(2011) ELLIP HT-   462.743 (meters)        (06/27/12)   ADJUSTED
 AJ2394* NAD 83(2011) EPOCH   -  2010.00
 AJ2394* NAVD 88 ORTHO HEIGHT -   490.01  (meters)     1607.6   (feet) GPS OBS
 AJ2394  ______________________________________________________________________
 AJ2394  NAVD 88 orthometric height was determined with geoid model    GEOID12B
 AJ2394  GEOID HEIGHT    -        -27.239 (meters)                     GEOID12B
 AJ2394  GEOID HEIGHT    -        -27.237 (meters)                     GEOID18
 AJ2394  NAD 83(2011) X  -   -390,076.629 (meters)                     COMP
 AJ2394  NAD 83(2011) Y  - -4,327,952.120 (meters)                     COMP
 AJ2394  NAD 83(2011) Z  -  4,653,735.810 (meters)                     COMP
 AJ2394  LAPLACE CORR    -         -0.68  (seconds)                    DEFLEC18
 AJ2394
 AJ2394  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AJ2394  Standards:
 AJ2394         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AJ2394            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AJ2394  -------------------------------------------------------------------
 AJ2394  NETWORK    0.33   0.41           0.15   0.11   0.21     -0.01577219
 AJ2394  -------------------------------------------------------------------
 AJ2394  Click here for local accuracies and other accuracy information.
 AJ2394
 AJ2394.The horizontal coordinates were established by GPS observations
 AJ2394.and adjusted by the National Geodetic Survey in June 2012.
 AJ2394
 AJ2394.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AJ2394.been affixed to the stable North American tectonic plate. See 
 AJ2394.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AJ2394
 AJ2394.The horizontal coordinates are valid at the epoch date displayed above
 AJ2394.which is a decimal equivalence of Year/Month/Day.
 AJ2394
 AJ2394.The orthometric height was determined by GPS observations and a
 AJ2394.high-resolution geoid model using precise GPS observation and
 AJ2394.processing techniques.
 AJ2394
 AJ2394.Significant digits in the geoid height do not necessarily reflect accuracy.
 AJ2394.GEOID18 height accuracy estimate available here.
 AJ2394
 AJ2394.Click photographs - Photos may exist for this station.
 AJ2394
 AJ2394.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ2394
 AJ2394.The Laplace correction was computed from DEFLEC18 derived deflections.
 AJ2394
 AJ2394.The ellipsoidal height was determined by GPS observations
 AJ2394.and is referenced to NAD 83.
 AJ2394
 AJ2394. The following values were computed from the NAD 83(2011) position.
 AJ2394
 AJ2394;                    North         East     Units Scale Factor Converg.
 AJ2394;SPC MN C     -   339,768.230   731,735.952   MT  1.00002431   -0 39 04.1
 AJ2394;SPC MN C     - 1,114,722.93  2,400,703.70   sFT  1.00002431   -0 39 04.1
 AJ2394;UTM  15      - 5,224,480.043   337,007.058   MT  0.99992651   -1 34 36.4
 AJ2394
 AJ2394!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ2394!SPC MN C     -   0.99992747  x   1.00002431  =   0.99995178
 AJ2394!UTM  15      -   0.99992747  x   0.99992651  =   0.99985399
 AJ2394
 AJ2394_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUN3700724480(NAD 83)
 AJ2394
 AJ2394                          SUPERSEDED SURVEY CONTROL
 AJ2394
 AJ2394  NAD 83(2007)-  47 09 13.08603(N)    095 09 00.47178(W) AD(2002.00) 0
 AJ2394  ELLIP H (02/10/07)  462.769  (m)                       GP(2002.00)    
 AJ2394  NAD 83(1996)-  47 09 13.08589(N)    095 09 00.47164(W) AD(       ) 1
 AJ2394  ELLIP H (07/22/02)  462.782  (m)                       GP(       ) 4 1
 AJ2394  NAVD 88 (08/26/19)  489.996  (m)         1607.60   (f) ADJUSTED    2 1
 AJ2394  NAVD 88 (06/17/15)  489.966  (m)         1607.50   (f) SUPERSEDED  2 1
 AJ2394  NAVD 88 (08/10/04)  489.980  (m)         1607.54   (f) SUPERSEDED  2 1
 AJ2394  NAVD 88             489.98   (m)         1607.5    (f) LEVELING    3  
 AJ2394
 AJ2394.Superseded values are not recommended for survey control.
 AJ2394
 AJ2394.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ2394.See file dsdata.pdf to determine how the superseded data were derived.
 AJ2394
 AJ2394_MARKER: DD = SURVEY DISK
 AJ2394_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 AJ2394_STAMPING: 2905 J 1998
 AJ2394_MARK LOGO: MNDT
 AJ2394_PROJECTION: RECESSED 3 CENTIMETERS
 AJ2394_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AJ2394_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AJ2394_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ2394+SATELLITE: SATELLITE OBSERVATIONS - December 07, 2023
 AJ2394_ROD/PIPE-DEPTH: 15.2 meters
 AJ2394
 AJ2394  HISTORY     - Date     Condition        Report By
 AJ2394  HISTORY     - 19980713 MONUMENTED       MNDT
 AJ2394  HISTORY     - 20020911 GOOD             MNDT
 AJ2394  HISTORY     - 20061115 GOOD             MNDT
 AJ2394  HISTORY     - 20130724 GOOD             MNDT
 AJ2394  HISTORY     - 20150804 GOOD             MNDT
 AJ2394  HISTORY     - 20180626 GOOD             MNDT
 AJ2394  HISTORY     - 20190828 GOOD             MNDT
 AJ2394  HISTORY     - 20231207 GOOD             MNDT
 AJ2394
 AJ2394                          STATION DESCRIPTION
 AJ2394
 AJ2394'DESCRIBED BY MN DEPT OF TRANSP 1998 (DKH)
 AJ2394'THE MARK IS LOCATED 18.5 MI (29.8 KM) NNW OF PARK RAPIDS, 18.80 MI
 AJ2394'(30.25 KM) NORTH ALONG TH 71 FROM JCT OF TH 71 AND TH 34 IN PARK
 AJ2394'RAPIDS, AT TH 71 MP 278.25, 56.5 FT (17.2 M) WNW OF TH 71, 24.0 FT
 AJ2394'(7.3 M) SSW OF WB CO RD 122 (ENT TO ITASCA STATE PARK), 37 FT (11.3 M)
 AJ2394'NNE OF EB CO RD 122, 5.3 FT (1.6 M) NORTH OF NE COR OF SIGN ITASCA
 AJ2394'STATE PARK, 9.6 FT (2.9 M) NE OF NW COR OF PARK SIGN, 6.7 FT (2.0 M)
 AJ2394'NORTH OF WIT POST.
 AJ2394
 AJ2394                          STATION RECOVERY (2002)
 AJ2394
 AJ2394'RECOVERY NOTE BY MN DEPT OF TRANSP 2002 (DKH)
 AJ2394'THE MARK WAS RECOVERED AS DESCRIBED.
 AJ2394
 AJ2394                          STATION RECOVERY (2006)
 AJ2394
 AJ2394'RECOVERY NOTE BY MN DEPT OF TRANSP 2006 (MPP)
 AJ2394'18.5 MILES NORTH-NORTHWEST OF PARK RAPIDS, 18.80 MILES NORTH ALONG
 AJ2394'TRUNK HIGHWAY 71 FROM JUNCTION OF TRUNK HIGHWAY 71 AND TRUNK HIGHWAY
 AJ2394'34 IN PARK RAPIDS, AT TRUNK HIGHWAY 71 MILEPOINT 278.25, 56.5 FEET
 AJ2394'WEST-NORTHWEST OF TRUNK HIGHWAY 71, 24.0 FEET SOUTH-SOUTHWEST OF
 AJ2394'WESTBOUND COUNTY ROAD 122 (ENTRANCE TO ITASCA STATE PARK), 37 FEET
 AJ2394'NORTH-NORTHEAST OF EASTBOUND COUNTY ROAD 122, 5.3 FEET NORTH OF
 AJ2394'NORTHEAST CORNER OF SIGN ITASCA STATE PARK, 9.6 FEET NORTHEAST OF
 AJ2394'NORTHWEST CORNER OF PARK SIGN, 6.8 FEET NORTH OF SIGN POST, 6.7 FEET
 AJ2394'NORTH OF WITNESS POST.
 AJ2394
 AJ2394                          STATION RECOVERY (2013)
 AJ2394
 AJ2394'RECOVERY NOTE BY MN DEPT OF TRANSP 2013 (KMS)
 AJ2394'THE STATION IS LOCATED ABOUT 15.4 MI (24.8 KM) SOUTHEAST OF ZERKEL,
 AJ2394'8.1 MI (13.0 KM) WEST-SOUTHWEST OF LAKE GEORGE AND 7.7 MI (12.4 KM)
 AJ2394'NORTH-NORTHEAST OF TWO INLETS, 18.5 MI (29.8 KM) NORTH-NORTHWEST OF
 AJ2394'PARK RAPIDS.
 AJ2394'
 AJ2394'TO REACH THE MARK GO 18.8 MI (30.2 KM) NORTH ALONG TRUNK HIGHWAY 71
 AJ2394'FROM THE JUNCTION OF TRUNK HIGHWAY 71 AND TRUNK HIGHWAY 34 INCH (86
 AJ2394'CM) PARK RAPIDS, AT TRUNK HIGHWAY 71 MILE POINT 278.25.
 AJ2394'
 AJ2394'THE MARK IS LOCATED 56.5 FT (17.2 M) WEST-NORTHWEST OF TRUNK HIGHWAY
 AJ2394'71, 24.0 FT (7.3 M) SOUTH-SOUTHWEST OF WESTBOUND COUNTY ROAD 122
 AJ2394'(ENTRANCE TO ITASCA STATE PARK), 37 FT (11.3 M) NORTH-NORTHEAST OF
 AJ2394'EASTBOUND COUNTY ROAD 122, 5.3 FT (1.6 M) NORTH OF THE NORTHEAST
 AJ2394'CORNER OF SIGN ITASCA STATE PARK, 9.6 FT (2.9 M) NORTHEAST OF THE
 AJ2394'NORTHWEST CORNER OF PARK SIGN, 6.8 FT (2.1 M) NORTH OF SIGN POST, 6.7
 AJ2394'FT (2.0 M) NORTH OF A WITNESS POST.
 AJ2394
 AJ2394                          STATION RECOVERY (2015)
 AJ2394
 AJ2394'RECOVERY NOTE BY MN DEPT OF TRANSP 2015 (JMH)
 AJ2394'RECOVERED AS DESCRIBED.
 AJ2394
 AJ2394                          STATION RECOVERY (2018)
 AJ2394
 AJ2394'RECOVERY NOTE BY MN DEPT OF TRANSP 2018 (MXJ)
 AJ2394'RECOVERED IN GOOD CONDITION.
 AJ2394
 AJ2394                          STATION RECOVERY (2019)
 AJ2394
 AJ2394'RECOVERY NOTE BY MN DEPT OF TRANSP 2019 (DAS)
 AJ2394'RECOVERED IN GOOD CONDITION.
 AJ2394
 AJ2394                          STATION RECOVERY (2023)
 AJ2394
 AJ2394'RECOVERY NOTE BY MN DEPT OF TRANSP 2023 (KMS)
 AJ2394'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DP4451 ***********************************************************************
 DP4451  DESIGNATION -  2905 K RESET
 DP4451  PID         -  DP4451
 DP4451  STATE/COUNTY-  MN/HUBBARD
 DP4451  COUNTRY     -  US
 DP4451  USGS QUAD   -  LAKE ITASCA (2019)
 DP4451
 DP4451                         *CURRENT SURVEY CONTROL
 DP4451  ______________________________________________________________________
 DP4451* NAD 83(1986) POSITION- 47 10 42.48   (N) 095 08 40.58   (W)   HD_HELD1
 DP4451* NAVD 88 ORTHO HEIGHT -   482.876 (meters)     1584.24  (feet) ADJUSTED
 DP4451  ______________________________________________________________________
 DP4451  GEOID HEIGHT    -        -27.299 (meters)                     GEOID18
 DP4451  DYNAMIC HEIGHT  -        482.919 (meters)     1584.38  (feet) COMP
 DP4451  MODELED GRAVITY -    980,685.7   (mgal)                       NAVD 88
 DP4451
 DP4451  VERT ORDER      -  SECOND    CLASS I
 DP4451
 DP4451.The horizontal coordinates were determined by differentially corrected
 DP4451.hand held GPS observations or other comparable positioning techniques
 DP4451.and have an estimated accuracy of +/- 3 meters.
 DP4451
 DP4451.The orthometric height was determined by differential leveling and
 DP4451.adjusted by the NATIONAL GEODETIC SURVEY
 DP4451.in August 2019.
 DP4451
 DP4451.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP4451.GEOID18 height accuracy estimate available here.
 DP4451
 DP4451.Click photographs - Photos may exist for this station.
 DP4451
 DP4451.The dynamic height is computed by dividing the NAVD 88
 DP4451.geopotential number by the normal gravity value computed on the
 DP4451.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP4451.degrees latitude (g = 980.6199 gals.).
 DP4451
 DP4451.The modeled gravity was interpolated from observed gravity values.
 DP4451
 DP4451;                    North         East    Units  Estimated Accuracy
 DP4451;SPC MN C     -   342,524.0     732,186.1     MT  (+/- 3 meters HH1 GPS) 
 DP4451
 DP4451_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUN3750127227(NAD 83)
 DP4451
 DP4451                          SUPERSEDED SURVEY CONTROL
 DP4451
 DP4451  NAVD 88 (06/17/15)  482.849  (m)         1584.15   (f) SUPERSEDED  2 1
 DP4451
 DP4451.Superseded values are not recommended for survey control.
 DP4451
 DP4451.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DP4451.See file dsdata.pdf to determine how the superseded data were derived.
 DP4451
 DP4451_MARKER: I = METAL ROD
 DP4451_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DP4451_STAMPING: 2905 K RESET 2013
 DP4451_MARK LOGO: MNDT
 DP4451_PROJECTION: RECESSED 5 CENTIMETERS
 DP4451_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DP4451_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DP4451_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DP4451+SATELLITE: SATELLITE OBSERVATIONS - August 2, 2019
 DP4451_ROD/PIPE-DEPTH: 9.1 meters
 DP4451
 DP4451  HISTORY     - Date     Condition        Report By
 DP4451  HISTORY     - 20130724 MONUMENTED       MNDT
 DP4451  HISTORY     - 20140702 GOOD             MNDT
 DP4451  HISTORY     - 2019082  GOOD             MNDT
 DP4451
 DP4451                          STATION DESCRIPTION
 DP4451
 DP4451'DESCRIBED BY MN DEPT OF TRANSP 2013
 DP4451'THE STATION IS LOCATED ABOUT 14.4 MI (23.2 KM) SOUTHEAST OF ZERKEL,
 DP4451'9.3 MI (15.0 KM) NORTH-NORTHEAST OF TWO INLETS AND 7.3 MI (11.7 KM)
 DP4451'WEST-SOUTHWEST OF LAKE GEORGE.
 DP4451'
 DP4451'TO REACH THE MARK GO 20.6 MI (33.1 KM) NORTH ALONG TRUNK HIGHWAY 71
 DP4451'FROM THE JUNCTION OF TRUNK HIGHWAY 71 AND TRUNK HIGHWAY 34 INCH (86
 DP4451'CM) PARK RAPIDS, AT TRUNK HIGHWAY 71 MILE POINT 280.0.
 DP4451'
 DP4451'THE MARK IS LOCATED 60.0 FT (18.3 M) EAST OF TRUNK HIGHWAY 71, 0.5 MI
 DP4451'(0.8 KM) SOUTH OF THE JUNCTION OF TRUNK HIGHWAY 71 AND TRUNK HIGHWAY
 DP4451'200, 30.2 FT (9.2 M) EAST OF MILEPOST 280, 2.7 FT (0.8 M) SOUTH OF A
 DP4451'WITNESS POST.
 DP4451'
 DP4451'NOTE - THE STATION MARK CONSISTS OF A 3/4 INCH (19 MM) DIAMETER
 DP4451'ALUMINUM ROD DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL MARK
 DP4451'REMOVABLE DISK SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY
 DP4451'A SIX-INCH PVC PIPE BACKFILLED WITH WASHED SAND.
 DP4451
 DP4451                          STATION RECOVERY (2014)
 DP4451
 DP4451'RECOVERY NOTE BY MN DEPT OF TRANSP 2014 (KMS)
 DP4451'RECOVERED AS DESCRIBED.
 DP4451
 DP4451                          STATION RECOVERY (2019)
 DP4451
 DP4451'RECOVERY NOTE BY MN DEPT OF TRANSP 2019 (DAS)
 DP4451'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DR6916 ***********************************************************************
 DR6916  DESIGNATION -  2905 L
 DR6916  PID         -  DR6916
 DR6916  STATE/COUNTY-  MN/HUBBARD
 DR6916  COUNTRY     -  US
 DR6916  USGS QUAD   -  PARK RAPIDS (2019)
 DR6916
 DR6916                         *CURRENT SURVEY CONTROL
 DR6916  ______________________________________________________________________
 DR6916* NAD 83(1986) POSITION- 46 57 03.04   (N) 095 06 03.04   (W)   HD_HELD1
 DR6916* NAVD 88 ORTHO HEIGHT -   443.930 (meters)     1456.46  (feet) ADJUSTED
 DR6916  ______________________________________________________________________
 DR6916  GEOID HEIGHT    -        -27.283 (meters)                     GEOID18
 DR6916  DYNAMIC HEIGHT  -        443.954 (meters)     1456.54  (feet) COMP
 DR6916  MODELED GRAVITY -    980,653.8   (mgal)                       NAVD 88
 DR6916
 DR6916  VERT ORDER      -  SECOND    CLASS I
 DR6916
 DR6916.The horizontal coordinates were determined by differentially corrected
 DR6916.hand held GPS observations or other comparable positioning techniques
 DR6916.and have an estimated accuracy of +/- 3 meters.
 DR6916
 DR6916.The orthometric height was determined by differential leveling and
 DR6916.adjusted by the NATIONAL GEODETIC SURVEY
 DR6916.in March 2023.
 DR6916
 DR6916.Significant digits in the geoid height do not necessarily reflect accuracy.
 DR6916.GEOID18 height accuracy estimate available here.
 DR6916
 DR6916.Click photographs - Photos may exist for this station.
 DR6916
 DR6916.The dynamic height is computed by dividing the NAVD 88
 DR6916.geopotential number by the normal gravity value computed on the
 DR6916.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DR6916.degrees latitude (g = 980.6199 gals.).
 DR6916
 DR6916.The modeled gravity was interpolated from observed gravity values.
 DR6916
 DR6916;                    North         East    Units  Estimated Accuracy
 DR6916;SPC MN C     -   317,183.6     735,231.4     MT  (+/- 3 meters HH1 GPS) 
 DR6916
 DR6916_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUN4013801843(NAD 83)
 DR6916
 DR6916                          SUPERSEDED SURVEY CONTROL
 DR6916
 DR6916.No superseded survey control is available for this station.
 DR6916
 DR6916_MARKER: F = FLANGE-ENCASED ROD
 DR6916_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DR6916_STAMPING: 2905 L 2019
 DR6916_MARK LOGO: MNDT
 DR6916_PROJECTION: RECESSED 5 CENTIMETERS
 DR6916_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DR6916_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DR6916_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DR6916+SATELLITE: SATELLITE OBSERVATIONS - September 16, 2019
 DR6916_ROD/PIPE-DEPTH: 25.9 meters
 DR6916
 DR6916  HISTORY     - Date     Condition        Report By
 DR6916  HISTORY     - 20190916 MONUMENTED       MNDT
 DR6916
 DR6916                          STATION DESCRIPTION
 DR6916
 DR6916'DESCRIBED BY MN DEPT OF TRANSP 2019
 DR6916'THE MARK IS LOCATED ABOUT 3.0 MILES NORTHWEST OF PARK RAPIDS.
 DR6916'
 DR6916'TO REACH THE MARK GO 3.15 MILES NORTHWEST ALONG TRUNK HIGHWAY 71 FROM
 DR6916'THE JUNCTION OF TRUNK HIGHWAY 71 AND TRUNK HIGHWAY 34 IN PARK RAPIDS,
 DR6916'AT TRUNK HIGHWAY 71 MILEPOINT 263.05.
 DR6916'
 DR6916'THE MARK IS 102.9 FEET WEST- SOUTHWEST OF TRUNK HIGHWAY 71, 164.7 FEET
 DR6916'EAST-NORTHEAST OF COUNTY ROAD 28, 55.8 FEET SOUTH-SOUTHEAST OF COUNTY
 DR6916'ROAD 48,169.0 FEET EAST NORTHEAST OF COUNTY ROAD 28, 1.5 FEET
 DR6916'EAST-NORTHEAST OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DR6913 ***********************************************************************
 DR6913  DESIGNATION -  2905 M
 DR6913  PID         -  DR6913
 DR6913  STATE/COUNTY-  MN/HUBBARD
 DR6913  COUNTRY     -  US
 DR6913  USGS QUAD   -  SKUNK LAKE (2019)
 DR6913
 DR6913                         *CURRENT SURVEY CONTROL
 DR6913  ______________________________________________________________________
 DR6913* NAD 83(1986) POSITION- 47 02 13.92   (N) 095 06 45.79   (W)   HD_HELD1
 DR6913* NAVD 88 ORTHO HEIGHT -   447.207 (meters)     1467.21  (feet) ADJUSTED
 DR6913  ______________________________________________________________________
 DR6913  GEOID HEIGHT    -        -27.228 (meters)                     GEOID18
 DR6913  DYNAMIC HEIGHT  -        447.240 (meters)     1467.32  (feet) COMP
 DR6913  MODELED GRAVITY -    980,673.0   (mgal)                       NAVD 88
 DR6913
 DR6913  VERT ORDER      -  SECOND    CLASS I
 DR6913
 DR6913.The horizontal coordinates were determined by differentially corrected
 DR6913.hand held GPS observations or other comparable positioning techniques
 DR6913.and have an estimated accuracy of +/- 3 meters.
 DR6913
 DR6913.The orthometric height was determined by differential leveling and
 DR6913.adjusted by the NATIONAL GEODETIC SURVEY
 DR6913.in March 2023.
 DR6913
 DR6913.Significant digits in the geoid height do not necessarily reflect accuracy.
 DR6913.GEOID18 height accuracy estimate available here.
 DR6913
 DR6913.Click photographs - Photos may exist for this station.
 DR6913
 DR6913.The dynamic height is computed by dividing the NAVD 88
 DR6913.geopotential number by the normal gravity value computed on the
 DR6913.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DR6913.degrees latitude (g = 980.6199 gals.).
 DR6913
 DR6913.The modeled gravity was interpolated from observed gravity values.
 DR6913
 DR6913;                    North         East    Units  Estimated Accuracy
 DR6913;SPC MN C     -   326,792.9     734,432.0     MT  (+/- 3 meters HH1 GPS) 
 DR6913
 DR6913_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUN3949311464(NAD 83)
 DR6913
 DR6913                          SUPERSEDED SURVEY CONTROL
 DR6913
 DR6913.No superseded survey control is available for this station.
 DR6913
 DR6913_MARKER: F = FLANGE-ENCASED ROD
 DR6913_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DR6913_STAMPING: 2905 M 2019
 DR6913_MARK LOGO: MNDT
 DR6913_PROJECTION: RECESSED 10 CENTIMETERS
 DR6913_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DR6913_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DR6913_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DR6913+SATELLITE: SATELLITE OBSERVATIONS - September 16, 2019
 DR6913_ROD/PIPE-DEPTH: 24.1 meters
 DR6913
 DR6913  HISTORY     - Date     Condition        Report By
 DR6913  HISTORY     - 20190916 MONUMENTED       MNDT
 DR6913
 DR6913                          STATION DESCRIPTION
 DR6913
 DR6913'DESCRIBED BY MN DEPT OF TRANSP 2019
 DR6913'THE MARK IS LOCATED ABOUT 8.5 MI (13.7 KM) NORTH OF PARK RAPIDS.
 DR6913'
 DR6913'TO REACH THE MARK GO 9.1 MI (14.6 KM) NORTH ALONG TRUNK HIGHWAY 71
 DR6913'FROM THE JUNCTION OF TRUNK HIGHWAY 71 AND TRUNK HIGHWAY 34 IN PARK
 DR6913'RAPIDS, AT TRUNK HIGHWAY 71 MILE POINT 269.1.
 DR6913'
 DR6913'THE MARK IS 67.3 FT (20.5 M) SOUTHWEST OF TRUNK HIGHWAY 71, 32.8 FT
 DR6913'(10.0 M) NORTH OF A DEAD END TOWNSHIP ROAD, 38.9 FT (11.9 M) NORTH OF
 DR6913'AN EXTENDED HAPPY HOLLOW ROAD, 1.5 FT (0.5 M) NORTHEAST OF A WITNESS
 DR6913'POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DR6908 ***********************************************************************
 DR6908  DESIGNATION -  2905 N
 DR6908  PID         -  DR6908
 DR6908  STATE/COUNTY-  MN/HUBBARD
 DR6908  COUNTRY     -  US
 DR6908  USGS QUAD   -  TWO INLETS (2019)
 DR6908
 DR6908                         *CURRENT SURVEY CONTROL
 DR6908  ______________________________________________________________________
 DR6908* NAD 83(1986) POSITION- 47 04 51.79   (N) 095 09 04.29   (W)   HD_HELD1
 DR6908* NAVD 88 ORTHO HEIGHT -   471.401 (meters)     1546.59  (feet) ADJUSTED
 DR6908  ______________________________________________________________________
 DR6908  GEOID HEIGHT    -        -27.157 (meters)                     GEOID18
 DR6908  DYNAMIC HEIGHT  -        471.443 (meters)     1546.73  (feet) COMP
 DR6908  MODELED GRAVITY -    980,686.0   (mgal)                       NAVD 88
 DR6908
 DR6908  VERT ORDER      -  SECOND    CLASS I
 DR6908
 DR6908.The horizontal coordinates were determined by differentially corrected
 DR6908.hand held GPS observations or other comparable positioning techniques
 DR6908.and have an estimated accuracy of +/- 3 meters.
 DR6908
 DR6908.The orthometric height was determined by differential leveling and
 DR6908.adjusted by the NATIONAL GEODETIC SURVEY
 DR6908.in March 2023.
 DR6908
 DR6908.Significant digits in the geoid height do not necessarily reflect accuracy.
 DR6908.GEOID18 height accuracy estimate available here.
 DR6908
 DR6908.Click photographs - Photos may exist for this station.
 DR6908
 DR6908.The dynamic height is computed by dividing the NAVD 88
 DR6908.geopotential number by the normal gravity value computed on the
 DR6908.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DR6908.degrees latitude (g = 980.6199 gals.).
 DR6908
 DR6908.The modeled gravity was interpolated from observed gravity values.
 DR6908
 DR6908;                    North         East    Units  Estimated Accuracy
 DR6908;SPC MN C     -   331,700.3     731,563.7     MT  (+/- 3 meters HH1 GPS) 
 DR6908
 DR6908_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUN3670416416(NAD 83)
 DR6908
 DR6908                          SUPERSEDED SURVEY CONTROL
 DR6908
 DR6908.No superseded survey control is available for this station.
 DR6908
 DR6908_MARKER: F = FLANGE-ENCASED ROD
 DR6908_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DR6908_STAMPING: 2905 N 2019
 DR6908_MARK LOGO: MNDT
 DR6908_PROJECTION: RECESSED 10 CENTIMETERS
 DR6908_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DR6908_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DR6908_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DR6908+SATELLITE: SATELLITE OBSERVATIONS - September 16, 2019
 DR6908_ROD/PIPE-DEPTH: 4.6 meters
 DR6908
 DR6908  HISTORY     - Date     Condition        Report By
 DR6908  HISTORY     - 20190916 MONUMENTED       MNDT
 DR6908
 DR6908                          STATION DESCRIPTION
 DR6908
 DR6908'DESCRIBED BY MN DEPT OF TRANSP 2019
 DR6908'THE MARK IS LOCATED ABOUT 11.5 MI (18.5 KM) NORTH OF PARK RAPIDS.
 DR6908'
 DR6908'TO REACH THE MARK GO 13.0 MI (20.9 KM) NORTH ALONG TRUNK HIGHWAY 71
 DR6908'FROM THE JUNCTION OF TRUNK HIGHWAY 71 AND TRUNK HIGHWAY 34 IN PARK
 DR6908'RAPIDS, AT TRUNK HIGHWAY 71 MILE POINT 273.25.
 DR6908'
 DR6908'THE MARK IS 51.5 FT (15.7 M) EAST OF TRUNK HIGHWAY 71, 444.70 FT
 DR6908'(135.5 M) NORTH OF JADE ROSE DRIVE, 6.8 FT (2.1 M) NORTH OF AN
 DR6908'EXTENDED DRIVEWAY NUMBER 29081.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 SK0395 ***********************************************************************
 SK0395  DESIGNATION -  2906 A
 SK0395  PID         -  SK0395
 SK0395  STATE/COUNTY-  MN/HUBBARD
 SK0395  COUNTRY     -  US
 SK0395  USGS QUAD   -  LAKE ITASCA (2019)
 SK0395
 SK0395                         *CURRENT SURVEY CONTROL
 SK0395  ______________________________________________________________________
 SK0395* NAD 83(1986) POSITION- 47 11 19.39   (N) 095 07 32.66   (W)   HD_HELD1
 SK0395* NAVD 88 ORTHO HEIGHT -   458.461 (meters)     1504.13  (feet) ADJUSTED
 SK0395  ______________________________________________________________________
 SK0395  GEOID HEIGHT    -        -27.333 (meters)                     GEOID18
 SK0395  DYNAMIC HEIGHT  -        458.502 (meters)     1504.27  (feet) COMP
 SK0395  MODELED GRAVITY -    980,688.8   (mgal)                       NAVD 88
 SK0395
 SK0395  VERT ORDER      -  SECOND    CLASS I
 SK0395
 SK0395.The horizontal coordinates were determined by differentially corrected
 SK0395.hand held GPS observations or other comparable positioning techniques
 SK0395.and have an estimated accuracy of +/- 3 meters.
 SK0395
 SK0395.The orthometric height was determined by differential leveling and
 SK0395.adjusted by the NATIONAL GEODETIC SURVEY
 SK0395.in February 2020.
 SK0395
 SK0395.Significant digits in the geoid height do not necessarily reflect accuracy.
 SK0395.GEOID18 height accuracy estimate available here.
 SK0395
 SK0395.Click photographs - Photos may exist for this station.
 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     -   343,647.8     733,628.8     MT  (+/- 3 meters HH1 GPS) 
 SK0395
 SK0395_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUN3896228328(NAD 83)
 SK0395
 SK0395                          SUPERSEDED SURVEY CONTROL
 SK0395
 SK0395  NAVD 88 (08/26/19)  458.460  (m)         1504.13   (f) SUPERSEDED  2 1
 SK0395  NAVD 88 (06/17/15)  458.437  (m)         1504.06   (f) SUPERSEDED  2 1
 SK0395  NAVD 88 (06/15/91)  458.433  (m)         1504.04   (f) SUPERSEDED  2 0
 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
 SK0395.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SK0395.See file dsdata.pdf to determine how the superseded data were derived.
 SK0395
 SK0395_MARKER: DB = BENCH MARK DISK
 SK0395_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 SK0395_STAMPING: 2906-A 1972
 SK0395_MARK LOGO: MNHD
 SK0395_PROJECTION: FLUSH
 SK0395_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SK0395_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 SK0395+SATELLITE: SATELLITE OBSERVATIONS - July 25, 2013
 SK0395
 SK0395  HISTORY     - Date     Condition        Report By
 SK0395  HISTORY     - 19720401 MONUMENTED       MNHD
 SK0395  HISTORY     - 20010501 GOOD             MNDT
 SK0395  HISTORY     - 20120814 GOOD             MNDT
 SK0395  HISTORY     - 20130725 GOOD             MNDT
 SK0395
 SK0395                          STATION DESCRIPTION
 SK0395
 SK0395'DESCRIBED BY MN HIGHWAY DEPT 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.
 SK0395
 SK0395                          STATION RECOVERY (2012)
 SK0395
 SK0395'RECOVERY NOTE BY MN DEPT OF TRANSP 2012 (RS)
 SK0395'6.3 MILES WEST OF LAKE GEORGE, 6.4 MILES WEST ALONG TRUNK HIGHWAY 71
 SK0395'FROM JUNCTION OF TRUNK HIGHWAY 71 AND COUNTY ROAD 4 IN LAKE GEORGE,
 SK0395'0.9 MILE EAST OF TRUNK HIGHWAY 200 NORTH, 162 FEET NORTH OF TRUNK
 SK0395'HIGHWAY 71, AT NEW TRUNK HIGHWAY 71 MILEPOINT 281.36, 152 FEET
 SK0395'NORTHEAST OF POWER POLE WITH TRANSFORMER, 22 FEET SOUTHEAST OF 15 INCH
 SK0395'BIRCH TREE, 0.5 FOOT SOUTH OF WITNESS POST.
 SK0395
 SK0395                          STATION RECOVERY (2013)
 SK0395
 SK0395'RECOVERY NOTE BY MN DEPT OF TRANSP 2013 (KMS)
 SK0395'THE STATION IS LOCATED ABOUT 14.4 MI (23.2 KM) SOUTH-SOUTHEAST OF
 SK0395'ALIDA, 10.3 MI (16.6 KM) NORTH-NORTHEAST OF TWO INLETS AND 6.3 MI
 SK0395'(10.1 KM) WEST OF LAKE GEORGE.
 SK0395'
 SK0395'TO REACH THE MARK GO 6.4 MI (10.3 KM) WEST ALONG TRUNK HIGHWAY 71
 SK0395'FROM THE JUNCTION OF TRUNK HIGHWAY 71 AND COUNTY ROAD 4 INCH (10 CM)
 SK0395'LAKE GEORGE, 0.9 MI (1.4 KM) EAST OF TRUNK HIGHWAY 200 NORTH,, AT
 SK0395'TRUNK HIGHWAY 71 MILE POINT 281.36.
 SK0395'
 SK0395'THE MARK IS LOCATED 280.0 FT (85.3 M) NORTH OF TRUNK HIGHWAY 71/TRUNK
 SK0395'HIGHWAY 200, 79.0 FT (24.1 M) FROM RIGHT-OF-WAY POST, 0.5 FT (15 CM)
 SK0395'SOUTH OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 SK0396 ***********************************************************************
 SK0396  DESIGNATION -  2906 B
 SK0396  PID         -  SK0396
 SK0396  STATE/COUNTY-  MN/HUBBARD
 SK0396  COUNTRY     -  US
 SK0396  USGS QUAD   -  SCHOOLCRAFT LAKE (2019)
 SK0396
 SK0396                         *CURRENT SURVEY CONTROL
 SK0396  ______________________________________________________________________
 SK0396* NAD 83(1986) POSITION- 47 11 13.68   (N) 095 06 18.94   (W)   HD_HELD1
 SK0396* NAVD 88 ORTHO HEIGHT -   455.789 (meters)     1495.37  (feet) ADJUSTED
 SK0396  ______________________________________________________________________
 SK0396  GEOID HEIGHT    -        -27.337 (meters)                     GEOID18
 SK0396  DYNAMIC HEIGHT  -        455.831 (meters)     1495.51  (feet) COMP
 SK0396  MODELED GRAVITY -    980,691.5   (mgal)                       NAVD 88
 SK0396
 SK0396  VERT ORDER      -  SECOND    CLASS I
 SK0396
 SK0396.The horizontal coordinates were determined by differentially corrected
 SK0396.hand held GPS observations or other comparable positioning techniques
 SK0396.and have an estimated accuracy of +/- 3 meters.
 SK0396
 SK0396.The orthometric height was determined by differential leveling and
 SK0396.adjusted by the NATIONAL GEODETIC SURVEY
 SK0396.in February 2020.
 SK0396
 SK0396.Significant digits in the geoid height do not necessarily reflect accuracy.
 SK0396.GEOID18 height accuracy estimate available here.
 SK0396
 SK0396.Click photographs - Photos may exist for this station.
 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     -   343,454.6     735,178.9     MT  (+/- 3 meters HH1 GPS) 
 SK0396
 SK0396_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUN4050828109(NAD 83)
 SK0396
 SK0396                          SUPERSEDED SURVEY CONTROL
 SK0396
 SK0396  NAVD 88 (08/26/19)  455.787  (m)         1495.36   (f) SUPERSEDED  2 1
 SK0396  NAVD 88 (06/15/91)  455.764  (m)         1495.29   (f) SUPERSEDED  2 1
 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
 SK0396.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SK0396.See file dsdata.pdf to determine how the superseded data were derived.
 SK0396
 SK0396_MARKER: DB = BENCH MARK DISK
 SK0396_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 SK0396_STAMPING: 2906 B 1972
 SK0396_MARK LOGO: MNHD
 SK0396_PROJECTION: FLUSH
 SK0396_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SK0396_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 SK0396+SATELLITE: SATELLITE OBSERVATIONS - July 25, 2013
 SK0396
 SK0396  HISTORY     - Date     Condition        Report By
 SK0396  HISTORY     - 19720401 MONUMENTED       MNHD
 SK0396  HISTORY     - 20010501 GOOD             MNDT
 SK0396  HISTORY     - 20050209 GOOD             MNDT
 SK0396  HISTORY     - 20090212 GOOD             MNDT
 SK0396  HISTORY     - 20120801 GOOD             MNDT
 SK0396  HISTORY     - 20130725 GOOD             MNDT
 SK0396
 SK0396                          STATION DESCRIPTION
 SK0396
 SK0396'DESCRIBED BY MN HIGHWAY DEPT 1972
 SK0396'5.5 MI W FROM LAKE GEORGE.
 SK0396'MARK IS LOCATED 5.4 MILES WEST ALONG T.H. 71 FROM THE JUNCTION OF T.H.
 SK0396'71 AND COUNTY ROAD 4 IN LAKE GEORGE, 3 MILES EAST OF T.H. 200 (NORTH),
 SK0396'207 FEET SOUTH OF, AND 5 FEET HIGHER THAN THE CENTERLINE OF T.H. 71 AT
 SK0396'MILE POINT 282.65 (OPPOSITE COUNTY ROAD 3 NORTH) 101 FEET SOUTHWEST OF
 SK0396'THE SOUTHWEST CORNER OF A 1-STORY FRAME BUILDING (LAKE ALICE STORE) 17
 SK0396'FEET WEST OF THE CENTER OF THE SPIDER LAKE TRAIL, 14 FEET EAST OF A 20
 SK0396'INCH PINE TREE, 6 FEET SOUTHWEST OF AN 18 INCH PINE TREE, 0.5 FEET
 SK0396'NORTH OF A STEEL WITNESS POST, IN A 6 FOOT PRECAST CONCRETE MONUMENT
 SK0396'SET FLUSH WITH THE GROUND.  SW 1/4 SECTION 22, T 143, R 35.
 SK0396
 SK0396                          STATION RECOVERY (2001)
 SK0396
 SK0396'RECOVERY NOTE BY MN DEPT OF TRANSP 2001
 SK0396'RECOVERED IN GOOD CONDITION.
 SK0396
 SK0396                          STATION RECOVERY (2005)
 SK0396
 SK0396'RECOVERY NOTE BY MN DEPT OF TRANSP 2005 (KMS)
 SK0396'THE STATION IS LOCATED ABOUT 14.8 MI (23.8 KM) SOUTH-SOUTHEAST OF
 SK0396'ALIDA, 10.7 MI (17.2 KM) NORTH-NORTHEAST OF TWO INLETS AND 5.4 MI (8.7
 SK0396'KM) WEST OF LAKE GEORGE.
 SK0396'
 SK0396'TO REACH TO THE MARK GO 5.4 MI (8.7 KM) WEST OF THE JUNCTION OF TRUNK
 SK0396'HIGHWAY 71 AND COUNTY ROAD 4 IN LAKE GEORGE, 3 MI (4.8 KM) EAST OF
 SK0396'TRUNK HIGHWAY 200 NORTH, 207 FT (63.1 M) SOUTH OF TRUNK HIGHWAY 71, AT
 SK0396'TRUNK HIGHWAY 71 MILE POINT 282.65, OPPOSITE COUNTY ROAD 3 NORTH, 101
 SK0396'FT (30.8 M) SOUTHWEST OF THE SOUTHWEST CORNER OF STORE, 17 FT (5.2 M)
 SK0396'WEST OF SPIDER LAKE TRAIL, 0.5 FT (0.2 M) NORTH OF A WITNESS POST.
 SK0396
 SK0396                          STATION RECOVERY (2009)
 SK0396
 SK0396'RECOVERY NOTE BY MN DEPT OF TRANSP 2009 (MPP)
 SK0396'RECOVERED AS DESCRIBED.
 SK0396
 SK0396                          STATION RECOVERY (2012)
 SK0396
 SK0396'RECOVERY NOTE BY MN DEPT OF TRANSP 2012 (DD)
 SK0396'5.3 MILES SOUTHWEST OF LAKE GEORGE, 5.4 MILES WEST ALONG TRUNK HIGHWAY
 SK0396'71 FROM JUNCTION OF TRUNK HIGHWAY 71 AND COUNTY ROAD 4 IN LAKE GEORGE,
 SK0396'AT TRUNK HIGHWAY 71 MILEPOINT 282.65, 207 FEET SOUTH OF TRUNK HIGHWAY
 SK0396'71, OPPOSITE COUNTY ROAD 3 NORTH, 101 FEET SOUTHWEST OF SOUTHWEST
 SK0396'CORNER OF STORE, 17 FEET WEST OF SPIDER LAKE TRAIL, 0.5 FOOT NORTH OF
 SK0396'WITNESS POST.
 SK0396
 SK0396                          STATION RECOVERY (2013)
 SK0396
 SK0396'RECOVERY NOTE BY MN DEPT OF TRANSP 2013 (KMS)
 SK0396'THE STATION IS LOCATED ABOUT 14.9 MI (24.0 KM) SOUTH-SOUTHEAST OF
 SK0396'ALIDA, 10.7 MI (17.2 KM) NORTH-NORTHEAST OF TWO INLETS AND 5.4 MI (8.7
 SK0396'KM) WEST OF LAKE GEORGE.
 SK0396'
 SK0396'TO REACH THE MARK GO 5.45 MI (8.8 KM) WEST ALONG TRUNK HIGHWAY 71
 SK0396'FROM THE JUNCTION OF TRUNK HIGHWAY 71 AND COUNTY ROAD 4 INCH (10 CM)
 SK0396'LAKE GEORGE, AT TRUNK HIGHWAY 71 MILE POINT 282.65.
 SK0396'
 SK0396'THE MARK IS LOCATED 207 FT (63.1 M) SOUTH OF TRUNK HIGHWAY 71,
 SK0396'OPPOSITE COUNTY ROAD 3 NORTH,, 101 FT (30.8 M) SOUTHWEST OF THE
 SK0396'SOUTHWEST CORNER OF BAD 2 THE BONE BBQ, 17 FT (5.2 M) WEST OF SPIDER
 SK0396'LAKE FOREST ROAD, 0.5 FT (15 CM) NORTHEAST OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 SK0397 ***********************************************************************
 SK0397  DESIGNATION -  2906 C
 SK0397  PID         -  SK0397
 SK0397  STATE/COUNTY-  MN/HUBBARD
 SK0397  COUNTRY     -  US
 SK0397  USGS QUAD   -  SCHOOLCRAFT LAKE (2019)
 SK0397
 SK0397                         *CURRENT SURVEY CONTROL
 SK0397  ______________________________________________________________________
 SK0397* NAD 83(1986) POSITION- 47 11 17.     (N) 095 04 58.     (W)   SCALED
 SK0397* NAVD 88 ORTHO HEIGHT -   447.447 (meters)     1468.00  (feet) ADJUSTED
 SK0397  ______________________________________________________________________
 SK0397  GEOID HEIGHT    -        -27.351 (meters)                     GEOID18
 SK0397  DYNAMIC HEIGHT  -        447.490 (meters)     1468.14  (feet) COMP
 SK0397  MODELED GRAVITY -    980,694.8   (mgal)                       NAVD 88
 SK0397
 SK0397  VERT ORDER      -  SECOND    CLASS I
 SK0397
 SK0397.The horizontal coordinates were scaled from a map and have
 SK0397.an estimated accuracy of +/- 6 seconds.
 SK0397
 SK0397.The orthometric height was determined by differential leveling and
 SK0397.adjusted by the NATIONAL GEODETIC SURVEY
 SK0397.in February 2020.
 SK0397
 SK0397.Significant digits in the geoid height do not necessarily reflect accuracy.
 SK0397.GEOID18 height accuracy estimate available here.
 SK0397
 SK0397.Click photographs - Photos may exist for this station.
 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.      736,880.      MT  (+/- 180 meters Scaled)
 SK0397
 SK0397_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUN422281(NAD 83)
 SK0397
 SK0397                          SUPERSEDED SURVEY CONTROL
 SK0397
 SK0397  NAVD 88 (08/26/19)  447.446  (m)         1468.00   (f) SUPERSEDED  2 1
 SK0397  NAVD 88 (06/15/91)  447.418  (m)         1467.90   (f) SUPERSEDED  2 1
 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
 SK0397.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SK0397.See file dsdata.pdf to determine how the superseded data were derived.
 SK0397
 SK0397_MARKER: DB = BENCH MARK DISK
 SK0397_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 SK0397_STAMPING: 2906-C 1972
 SK0397_MARK LOGO: MNHD
 SK0397_PROJECTION: FLUSH
 SK0397_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SK0397_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 SK0397+SATELLITE: SATELLITE OBSERVATIONS - April 14, 2014
 SK0397
 SK0397  HISTORY     - Date     Condition        Report By
 SK0397  HISTORY     - 19720401 MONUMENTED       MNHD
 SK0397  HISTORY     - 20010501 GOOD             MNDT
 SK0397  HISTORY     - 20120827 GOOD             MNDT
 SK0397  HISTORY     - 20140414 GOOD             MNDT
 SK0397
 SK0397                          STATION DESCRIPTION
 SK0397
 SK0397'DESCRIBED BY MN HIGHWAY DEPT 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
 SK0397
 SK0397                          STATION RECOVERY (2012)
 SK0397
 SK0397'RECOVERY NOTE BY MN DEPT OF TRANSP 2012 (RD)
 SK0397'4.3 MILES WEST-SOUTHWEST OF LAKE GEORGE, 4.4 MILES WEST ALONG TRUNK
 SK0397'HIGHWAY 71 FROM JUNCTION OF TRUNK HIGHWAY 71 AND COUNTY ROAD 4 IN LAKE
 SK0397'GEORGE, AT TRUNK HIGHWAY 71 MILEPOINT 283.55, 0.9 MILE EAST OF LAKE
 SK0397'ALICE STORE, 0.15 MILE WEST OF FARM ENTRANCE SOUTH, 200 FEET SOUTH OF
 SK0397'TRUNK HIGHWAY 71, AT WEST EDGE OF SMALL FIELD, 0.5 FOOT NORTH OF
 SK0397'WITNESS POST.
 SK0397
 SK0397                          STATION RECOVERY (2014)
 SK0397
 SK0397'RECOVERY NOTE BY MN DEPT OF TRANSP 2014 (MPP)
 SK0397'THE STATION IS LOCATED ABOUT 15.3 MI (24.6 KM) SOUTH-SOUTHEAST OF
 SK0397'ALIDA, 11.3 MI (18.2 KM) NORTHEAST OF TWO INLETS AND 4.3 MI (6.9 KM)
 SK0397'WEST-SOUTHWEST OF LAKE GEORGE.
 SK0397'
 SK0397'TO REACH THE MARK GO 4.4 MI (7.1 KM) WEST ALONG TRUNK HIGHWAY 71  FROM
 SK0397'THE JUNCTION OF TRUNK HIGHWAY 71 AND COUNTY ROAD 4 INCH (10 CM) LAKE
 SK0397'GEORGE, AT TRUNK HIGHWAY 71 MILE POINT 283.55, 0.9 MI (1.4 KM) EAST OF
 SK0397'LAKE ALICE STORE, 0.15 MI (0.2 KM) WEST OF FARM ENTRANCE SOUTH.
 SK0397'
 SK0397'THE MARK IS LOCATED 230 FT (70.1 M) SOUTH OF TRUNK HIGHWAY 71, AT WEST
 SK0397'EDGE OF SMALL FIELD, 0.5 FT (15 CM) NORTH OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 SK0399 ***********************************************************************
 SK0399  DESIGNATION -  2906 D
 SK0399  PID         -  SK0399
 SK0399  STATE/COUNTY-  MN/HUBBARD
 SK0399  COUNTRY     -  US
 SK0399  USGS QUAD   -  SCHOOLCRAFT LAKE (2019)
 SK0399
 SK0399                         *CURRENT SURVEY CONTROL
 SK0399  ______________________________________________________________________
 SK0399* NAD 83(1986) POSITION- 47 11 17.     (N) 095 03 56.     (W)   SCALED
 SK0399* NAVD 88 ORTHO HEIGHT -   440.564 (meters)     1445.42  (feet) ADJUSTED
 SK0399  ______________________________________________________________________
 SK0399  GEOID HEIGHT    -        -27.362 (meters)                     GEOID18
 SK0399  DYNAMIC HEIGHT  -        440.607 (meters)     1445.56  (feet) COMP
 SK0399  MODELED GRAVITY -    980,697.1   (mgal)                       NAVD 88
 SK0399
 SK0399  VERT ORDER      -  SECOND    CLASS I
 SK0399
 SK0399.The horizontal coordinates were scaled from a map and have
 SK0399.an estimated accuracy of +/- 6 seconds.
 SK0399
 SK0399.The orthometric height was determined by differential leveling and
 SK0399.adjusted by the NATIONAL GEODETIC SURVEY
 SK0399.in February 2020.
 SK0399
 SK0399.Significant digits in the geoid height do not necessarily reflect accuracy.
 SK0399.GEOID18 height accuracy estimate available here.
 SK0399
 SK0399.Click photographs - Photos may exist for this station.
 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.      738,190.      MT  (+/- 180 meters Scaled)
 SK0399
 SK0399_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUN435281(NAD 83)
 SK0399
 SK0399                          SUPERSEDED SURVEY CONTROL
 SK0399
 SK0399  NAVD 88 (08/26/19)  440.562  (m)         1445.41   (f) SUPERSEDED  2 1
 SK0399  NAVD 88 (06/15/91)  440.540  (m)         1445.34   (f) SUPERSEDED  2 1
 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
 SK0399.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SK0399.See file dsdata.pdf to determine how the superseded data were derived.
 SK0399
 SK0399_MARKER: DV = VERTICAL CONTROL DISK
 SK0399_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 SK0399_STAMPING: 2906-D 1972
 SK0399_MARK LOGO: MNHD
 SK0399_PROJECTION: FLUSH
 SK0399_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SK0399_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 SK0399+SATELLITE: SATELLITE OBSERVATIONS - August 14, 2012
 SK0399
 SK0399  HISTORY     - Date     Condition        Report By
 SK0399  HISTORY     - 19720401 MONUMENTED       MNHD
 SK0399  HISTORY     - 20010501 GOOD             MNDT
 SK0399  HISTORY     - 20120814 GOOD             MNDT
 SK0399  HISTORY     - 20140414 GOOD             MNDT
 SK0399
 SK0399                          STATION DESCRIPTION
 SK0399
 SK0399'DESCRIBED BY MN HIGHWAY DEPT 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.
 SK0399
 SK0399                          STATION RECOVERY (2012)
 SK0399
 SK0399'RECOVERY NOTE BY MN DEPT OF TRANSP 2012 (RD)
 SK0399'3.5 MILES SOUTHWEST OF LAKE GEORGE, 3.55 MILES WEST-SOUTHWEST ALONG
 SK0399'TRUNK HIGHWAY 71 FROM JUNCTION OF TRUNK HIGHWAY 71 AND COUNTY ROAD 4
 SK0399'IN LAKE GEORGE, AT TRUNK HIGHWAY 71 MILEPOINT 284.2, 198 FEET SOUTH OF
 SK0399'TRUNK HIGHWAY 71, 37.2 FEET EAST OF BENCH MARK 10 WGW, 0.5 FOOT NORTH
 SK0399'OF WITNESS POST.
 SK0399
 SK0399                          STATION RECOVERY (2014)
 SK0399
 SK0399'RECOVERY NOTE BY MN DEPT OF TRANSP 2014 (MPP)
 SK0399'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 SK0402 ***********************************************************************
 SK0402  DESIGNATION -  2906 G
 SK0402  PID         -  SK0402
 SK0402  STATE/COUNTY-  MN/HUBBARD
 SK0402  COUNTRY     -  US
 SK0402  USGS QUAD   -  SCHOOLCRAFT LAKE (2019)
 SK0402
 SK0402                         *CURRENT SURVEY CONTROL
 SK0402  ______________________________________________________________________
 SK0402* NAD 83(1986) POSITION- 47 11 47.55   (N) 095 00 15.82   (W)   HD_HELD1
 SK0402* NAVD 88 ORTHO HEIGHT -   434.071 (meters)     1424.11  (feet) ADJUSTED
 SK0402  ______________________________________________________________________
 SK0402  GEOID HEIGHT    -        -27.448 (meters)                     GEOID18
 SK0402  DYNAMIC HEIGHT  -        434.115 (meters)     1424.26  (feet) COMP
 SK0402  MODELED GRAVITY -    980,702.7   (mgal)                       NAVD 88
 SK0402
 SK0402  VERT ORDER      -  SECOND    CLASS I
 SK0402
 SK0402.The horizontal coordinates were determined by differentially corrected
 SK0402.hand held GPS observations or other comparable positioning techniques
 SK0402.and have an estimated accuracy of +/- 3 meters.
 SK0402
 SK0402.The orthometric height was determined by differential leveling and
 SK0402.adjusted by the NATIONAL GEODETIC SURVEY
 SK0402.in February 2020.
 SK0402
 SK0402.Significant digits in the geoid height do not necessarily reflect accuracy.
 SK0402.GEOID18 height accuracy estimate available here.
 SK0402
 SK0402.Click photographs - Photos may exist for this station.
 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     -   344,422.8     742,833.4     MT  (+/- 3 meters HH1 GPS) 
 SK0402
 SK0402_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUN4817628954(NAD 83)
 SK0402
 SK0402                          SUPERSEDED SURVEY CONTROL
 SK0402
 SK0402  NAVD 88 (08/26/19)  434.068  (m)         1424.10   (f) SUPERSEDED  2 1
 SK0402  NAVD 88 (06/15/91)  434.052  (m)         1424.05   (f) SUPERSEDED  2 1
 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
 SK0402.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SK0402.See file dsdata.pdf to determine how the superseded data were derived.
 SK0402
 SK0402_MARKER: DB = BENCH MARK DISK
 SK0402_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 SK0402_STAMPING: 2906-G 1972
 SK0402_MARK LOGO: MNHD
 SK0402_PROJECTION: FLUSH
 SK0402_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SK0402_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 SK0402+SATELLITE: SATELLITE OBSERVATIONS - July 29, 2013
 SK0402
 SK0402  HISTORY     - Date     Condition        Report By
 SK0402  HISTORY     - 19720401 MONUMENTED       MNHD
 SK0402  HISTORY     - 20010501 GOOD             MNDT
 SK0402  HISTORY     - 20120801 GOOD             MNDT
 SK0402  HISTORY     - 20130729 GOOD             MNDT
 SK0402
 SK0402                          STATION DESCRIPTION
 SK0402
 SK0402'DESCRIBED BY MN HIGHWAY DEPT 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.
 SK0402
 SK0402                          STATION RECOVERY (2012)
 SK0402
 SK0402'RECOVERY NOTE BY MN DEPT OF TRANSP 2012 (RD)
 SK0402'0.5 MILE SOUTHWEST OF LAKE GEORGE, 0.6 MILE WEST-SOUTHWEST ALONG TRUNK
 SK0402'HIGHWAY 71 FROM JUNCTION OF TRUNK HIGHWAY 71 AND COUNTY ROAD 4 IN LAKE
 SK0402'GEORGE, AT TRUNK HIGHWAY 71 MILEPOINT 287.4, 450 FEET NORTH OF TRUNK
 SK0402'HIGHWAY 71, 114 FEET SOUTHEAST OF SOUTHEAST CORNER OF HOUSE, 30 FEET
 SK0402'EAST OF PRIVATE DRIVEWAY, 0.5 FOOT SOUTH OF WITNESS POST.
 SK0402
 SK0402                          STATION RECOVERY (2013)
 SK0402
 SK0402'RECOVERY NOTE BY MN DEPT OF TRANSP 2013 (KMS)
 SK0402'THE STATION IS LOCATED ABOUT 12.3 MI (19.8 KM) SOUTHWEST OF GUTHRIE,
 SK0402'11.9 MI (19.1 KM) WEST OF LAPORTE AND IN THE TOWN OF LAKE GEORGE, MN.
 SK0402'
 SK0402'TO REACH THE MARK GO 0.6 MI (1.0 KM) WEST-SOUTHWEST ALONG TRUNK
 SK0402'HIGHWAY 71  FROM THE JUNCTION OF TRUNK HIGHWAY 71 AND COUNTY ROAD 4
 SK0402'INCH (10 CM) LAKE GEORGE, AT TRUNK HIGHWAY 71 MILE POINT 287.25.
 SK0402'
 SK0402'THE MARK IS LOCATED 270 FT (82.3 M) NORTH OF TRUNK HIGHWAY 71, 114 FT
 SK0402'(34.7 M) SOUTHEAST OF THE SOUTHEAST CORNER OF HOUSE, 30 FT (9.1 M)
 SK0402'EAST OF A PRIVATE DRIVEWAY NUMBER 36941, 0.5 FT (15 CM) SOUTH OF A
 SK0402'WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 SK0251 ***********************************************************************
 SK0251  DESIGNATION -  2906 H
 SK0251  PID         -  SK0251
 SK0251  STATE/COUNTY-  MN/HUBBARD
 SK0251  COUNTRY     -  US
 SK0251  USGS QUAD   -  LAKE GEORGE (2019)
 SK0251
 SK0251                         *CURRENT SURVEY CONTROL
 SK0251  ______________________________________________________________________
 SK0251* NAD 83(1986) POSITION- 47 12 15.64   (N) 094 59 14.22   (W)   HD_HELD1
 SK0251* NAVD 88 ORTHO HEIGHT -   434.294 (meters)     1424.85  (feet) ADJUSTED
 SK0251  ______________________________________________________________________
 SK0251  GEOID HEIGHT    -        -27.490 (meters)                     GEOID18
 SK0251  DYNAMIC HEIGHT  -        434.338 (meters)     1424.99  (feet) COMP
 SK0251  MODELED GRAVITY -    980,701.5   (mgal)                       NAVD 88
 SK0251
 SK0251  VERT ORDER      -  SECOND    CLASS I
 SK0251
 SK0251.The horizontal coordinates were determined by differentially corrected
 SK0251.hand held GPS observations or other comparable positioning techniques
 SK0251.and have an estimated accuracy of +/- 3 meters.
 SK0251
 SK0251.The orthometric height was determined by differential leveling and
 SK0251.adjusted by the NATIONAL GEODETIC SURVEY
 SK0251.in February 2020.
 SK0251
 SK0251.Significant digits in the geoid height do not necessarily reflect accuracy.
 SK0251.GEOID18 height accuracy estimate available here.
 SK0251
 SK0251.Click photographs - Photos may exist for this station.
 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     -   345,278.1     744,138.0     MT  (+/- 3 meters HH1 GPS) 
 SK0251
 SK0251_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUN4949429788(NAD 83)
 SK0251
 SK0251                          SUPERSEDED SURVEY CONTROL
 SK0251
 SK0251  NAVD 88 (08/26/19)  434.291  (m)         1424.84   (f) SUPERSEDED  2 1
 SK0251  NAVD 88 (06/17/15)  434.277  (m)         1424.79   (f) SUPERSEDED  2 1
 SK0251  NAVD 88 (06/15/91)  434.221  (m)         1424.61   (f) SUPERSEDED  2 0
 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
 SK0251.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SK0251.See file dsdata.pdf to determine how the superseded data were derived.
 SK0251
 SK0251_MARKER: DB = BENCH MARK DISK
 SK0251_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 SK0251_STAMPING: 2906-H 1972
 SK0251_MARK LOGO: MNHD
 SK0251_PROJECTION: PROJECTING 25 CENTIMETERS
 SK0251_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SK0251_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 SK0251+SATELLITE: SATELLITE OBSERVATIONS - July 29, 2013
 SK0251
 SK0251  HISTORY     - Date     Condition        Report By
 SK0251  HISTORY     - 19720401 MONUMENTED       MNHD
 SK0251  HISTORY     - 20010501 GOOD             MNDT
 SK0251  HISTORY     - 20120801 POOR             MNDT
 SK0251  HISTORY     - 20130729 POOR             MNDT
 SK0251
 SK0251                          STATION DESCRIPTION
 SK0251
 SK0251'DESCRIBED BY MN HIGHWAY DEPT 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
 SK0251
 SK0251                          STATION RECOVERY (2012)
 SK0251
 SK0251'RECOVERY NOTE BY MN DEPT OF TRANSP 2012 (RD)
 SK0251'IN LAKE GEORGE, 0.4 MILE NORTHEAST OF JUNCTION OF TRUNK HIGHWAY 71 AND
 SK0251'COUNTY ROAD 4, AT TRUNK HIGHWAY 71 MILEPOINT 288.4, 140 FEET NORTH OF
 SK0251'TRUNK HIGHWAY 71, 106 FEET SOUTHEAST OF SOUTHEAST CORNER OF HOUSE, 30
 SK0251'FEET WEST OF STREET, 0.5 FOOT SOUTH OF WITNESS POST.  STATION IS
 SK0251'LEANING, WIGGLES AND ON EDGE OF DRIVEWAY.
 SK0251
 SK0251                          STATION RECOVERY (2013)
 SK0251
 SK0251'RECOVERY NOTE BY MN DEPT OF TRANSP 2013 (KMS)
 SK0251'THE STATION IS LOCATED ABOUT 11.4 MI (18.3 KM) SOUTHWEST OF GUTHRIE,
 SK0251'11.0 MI (17.7 KM) WEST OF LAPORTE AND IN THE TOWN OF LAKE GEORGE, MN.
 SK0251'
 SK0251'TO REACH THE MARK GO 0.35 MI (0.6 KM) NORTHEAST OF THE JUNCTION OF
 SK0251'TRUNK HIGHWAY 71/TRUNK HIGHWAY 200 AND COUNTY ROAD 4, AT TRUNK HIGHWAY
 SK0251'71 MILE POINT 288.25.
 SK0251'
 SK0251'THE MARK IS LOCATED 140 FT (42.7 M) NORTH OF TRUNK HIGHWAY 71, 106 FT
 SK0251'(32.3 M) SOUTHEAST OF THE SOUTHEAST CORNER OF HOUSE, 30 FT (9.1 M)
 SK0251'WEST OF NARROW DRIVE ROAD, 0.5 FT (15 CM) SOUTH OF A WITNESS POST.
 SK0251'STATION IS LEANING, WIGGLES AND ON EDGE OF DRIVEWAY NUMBER 37639.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DP4427 ***********************************************************************
 DP4427  DESIGNATION -  2906 J RESET
 DP4427  PID         -  DP4427
 DP4427  STATE/COUNTY-  MN/HUBBARD
 DP4427  COUNTRY     -  US
 DP4427  USGS QUAD   -  LAKE GEORGE (2019)
 DP4427
 DP4427                         *CURRENT SURVEY CONTROL
 DP4427  ______________________________________________________________________
 DP4427* NAD 83(1986) POSITION- 47 12 34.94   (N) 094 57 02.03   (W)   HD_HELD1
 DP4427* NAVD 88 ORTHO HEIGHT -   449.885 (meters)     1476.00  (feet) ADJUSTED
 DP4427  ______________________________________________________________________
 DP4427  GEOID HEIGHT    -        -27.555 (meters)                     GEOID18
 DP4427  DYNAMIC HEIGHT  -        449.927 (meters)     1476.14  (feet) COMP
 DP4427  MODELED GRAVITY -    980,692.0   (mgal)                       NAVD 88
 DP4427
 DP4427  VERT ORDER      -  SECOND    CLASS I
 DP4427
 DP4427.The horizontal coordinates were determined by differentially corrected
 DP4427.hand held GPS observations or other comparable positioning techniques
 DP4427.and have an estimated accuracy of +/- 3 meters.
 DP4427
 DP4427.The orthometric height was determined by differential leveling and
 DP4427.adjusted by the NATIONAL GEODETIC SURVEY
 DP4427.in February 2020.
 DP4427
 DP4427.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP4427.GEOID18 height accuracy estimate available here.
 DP4427
 DP4427.Click photographs - Photos may exist for this station.
 DP4427
 DP4427.The dynamic height is computed by dividing the NAVD 88
 DP4427.geopotential number by the normal gravity value computed on the
 DP4427.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP4427.degrees latitude (g = 980.6199 gals.).
 DP4427
 DP4427.The modeled gravity was interpolated from observed gravity values.
 DP4427
 DP4427;                    North         East    Units  Estimated Accuracy
 DP4427;SPC MN C     -   345,848.9     746,925.4     MT  (+/- 3 meters HH1 GPS) 
 DP4427
 DP4427_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUN5229030313(NAD 83)
 DP4427
 DP4427                          SUPERSEDED SURVEY CONTROL
 DP4427
 DP4427  NAVD 88 (08/26/19)  449.882  (m)         1475.99   (f) SUPERSEDED  2 1
 DP4427  NAVD 88 (06/17/15)  449.870  (m)         1475.95   (f) SUPERSEDED  2 1
 DP4427
 DP4427.Superseded values are not recommended for survey control.
 DP4427
 DP4427.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DP4427.See file dsdata.pdf to determine how the superseded data were derived.
 DP4427
 DP4427_MARKER: DV = VERTICAL CONTROL DISK
 DP4427_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 DP4427_STAMPING: 2906 J RESET 1984
 DP4427_MARK LOGO: MNDT
 DP4427_PROJECTION: FLUSH
 DP4427_MAGNETIC: I = MARKER IS A STEEL ROD
 DP4427_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DP4427_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DP4427+SATELLITE: SATELLITE OBSERVATIONS - April 01, 1984
 DP4427
 DP4427  HISTORY     - Date     Condition        Report By
 DP4427  HISTORY     - 19840401 MONUMENTED       MNDT
 DP4427
 DP4427                          STATION DESCRIPTION
 DP4427
 DP4427'DESCRIBED BY MN DEPT OF TRANSP 1984 (KMS)
 DP4427'THE STATION IS LOCATED ABOUT 9.8 MI (15.8 KM) SOUTHWEST OF GUTHRIE,
 DP4427'9.3 MI (15.0 KM) WEST OF LAPORTE AND 2.1 MI (3.4 KM) EAST-NORTHEAST OF
 DP4427'LAKE GEORGE.
 DP4427'
 DP4427'TO REACH THE MARK GO 2.25 MI (3.6 KM) NORTHEAST OF THE JUNCTION OF
 DP4427'TRUNK HIGHWAY 71 AND COUNTY ROAD 4 INCH (10 CM) LAKE GEORGE, AT TRUNK
 DP4427'HIGHWAY 71 MILE POINT 290.05.
 DP4427'
 DP4427'THE MARK IS LOCATED 143 FT (43.6 M) SOUTH OF TRUNK HIGHWAY 71, 73 FT
 DP4427'(22.3 M) SOUTHEAST OF POWER POLE, 111 FT (33.8 M) EAST OF 201ST
 DP4427'AVENUE.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 SK0254 ***********************************************************************
 SK0254  DESIGNATION -  2906 K
 SK0254  PID         -  SK0254
 SK0254  STATE/COUNTY-  MN/HUBBARD
 SK0254  COUNTRY     -  US
 SK0254  USGS QUAD   -  LAKE GEORGE (2019)
 SK0254
 SK0254                         *CURRENT SURVEY CONTROL
 SK0254  ______________________________________________________________________
 SK0254* NAD 83(1986) POSITION- 47 12 35.84   (N) 094 55 45.30   (W)   HD_HELD1
 SK0254* NAVD 88 ORTHO HEIGHT -   453.286 (meters)     1487.16  (feet) ADJUSTED
 SK0254  ______________________________________________________________________
 SK0254  GEOID HEIGHT    -        -27.585 (meters)                     GEOID18
 SK0254  DYNAMIC HEIGHT  -        453.327 (meters)     1487.29  (feet) COMP
 SK0254  MODELED GRAVITY -    980,688.7   (mgal)                       NAVD 88
 SK0254
 SK0254  VERT ORDER      -  SECOND    CLASS I
 SK0254
 SK0254.The horizontal coordinates were determined by differentially corrected
 SK0254.hand held GPS observations or other comparable positioning techniques
 SK0254.and have an estimated accuracy of +/- 3 meters.
 SK0254
 SK0254.The orthometric height was determined by differential leveling and
 SK0254.adjusted by the NATIONAL GEODETIC SURVEY
 SK0254.in February 2020.
 SK0254
 SK0254.Significant digits in the geoid height do not necessarily reflect accuracy.
 SK0254.GEOID18 height accuracy estimate available here.
 SK0254
 SK0254.Click photographs - Photos may exist for this station.
 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     -   345,862.6     748,540.3     MT  (+/- 3 meters HH1 GPS) 
 SK0254
 SK0254_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUN5390530301(NAD 83)
 SK0254
 SK0254                          SUPERSEDED SURVEY CONTROL
 SK0254
 SK0254  NAVD 88 (08/26/19)  453.283  (m)         1487.15   (f) SUPERSEDED  2 1
 SK0254  NAVD 88 (06/15/91)  453.273  (m)         1487.11   (f) SUPERSEDED  2 1
 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
 SK0254.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SK0254.See file dsdata.pdf to determine how the superseded data were derived.
 SK0254
 SK0254_MARKER: DB = BENCH MARK DISK
 SK0254_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 SK0254_STAMPING: 2906-K 1972
 SK0254_MARK LOGO: MNHD
 SK0254_PROJECTION: FLUSH
 SK0254_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 SK0254_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SK0254_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 SK0254+SATELLITE: SATELLITE OBSERVATIONS - July 30, 2013
 SK0254
 SK0254  HISTORY     - Date     Condition        Report By
 SK0254  HISTORY     - 19720401 MONUMENTED       MNHD
 SK0254  HISTORY     - 20130730 GOOD             MNDT
 SK0254
 SK0254                          STATION DESCRIPTION
 SK0254
 SK0254'DESCRIBED BY MN HIGHWAY DEPT 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.
 SK0254
 SK0254                          STATION RECOVERY (2013)
 SK0254
 SK0254'RECOVERY NOTE BY MN DEPT OF TRANSP 2013 (KMS)
 SK0254'THE STATION IS LOCATED ABOUT 9.0 MI (14.5 KM) SOUTHWEST OF GUTHRIE,
 SK0254'8.3 MI (13.4 KM) WEST OF LAPORTE AND 3.1 MI (5.0 KM) EAST-NORTHEAST OF
 SK0254'LAKE GEORGE.
 SK0254'
 SK0254'TO REACH THE MARK GO 3.25 MI (5.2 KM) EAST ALONG TRUNK HIGHWAY
 SK0254'71/TRUNK HIGHWAY 200 FROM THE JUNCTION OF TRUNK HIGHWAY 71/TRUNK
 SK0254'HIGHWAY 200 AND COUNTY ROAD 4 INCH (10 CM) LAKE GEORGE, AT TRUNK
 SK0254'HIGHWAY 71 MILE POINT 291.05.
 SK0254'
 SK0254'THE MARK IS LOCATED 229.5 FT (70.0 M) SOUTH OF TRUNK HIGHWAY 71/TRUNK
 SK0254'HIGHWAY 200, 37.8 FT (11.5 M) EAST OF DRIVEWAY NUMBER 38556, 109.5 FT
 SK0254'(33.4 M) NORTHEAST OF THE NORTHEAST CORNER OF GARAGE, 0.5 FT (15 CM)
 SK0254'NORTH OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 SK0256 ***********************************************************************
 SK0256  DESIGNATION -  2906 L
 SK0256  PID         -  SK0256
 SK0256  STATE/COUNTY-  MN/HUBBARD
 SK0256  COUNTRY     -  US
 SK0256  USGS QUAD   -  LAKE GEORGE (2019)
 SK0256
 SK0256                         *CURRENT SURVEY CONTROL
 SK0256  ______________________________________________________________________
 SK0256* NAD 83(1996) POSITION- 47 12 35.96518(N) 094 54 36.83106(W)   NO CHECK
 SK0256* NAVD 88 ORTHO HEIGHT -   458.533 (meters)     1504.37  (feet) ADJUSTED
 SK0256  ______________________________________________________________________
 SK0256  GEOID HEIGHT    -        -27.609 (meters)                     GEOID18
 SK0256  LAPLACE CORR    -         -3.40  (seconds)                    DEFLEC18
 SK0256  DYNAMIC HEIGHT  -        458.574 (meters)     1504.50  (feet) COMP
 SK0256  MODELED GRAVITY -    980,688.2   (mgal)                       NAVD 88
 SK0256
 SK0256  HORZ ORDER      -  THIRD
 SK0256  VERT ORDER      -  SECOND    CLASS I
 SK0256
 SK0256.The horizontal coordinates were established by classical geodetic methods
 SK0256.and adjusted by the National Geodetic Survey in March 1999.
 SK0256
 SK0256.No horizontal observational check was made to the station.
 SK0256
 SK0256.The orthometric height was determined by differential leveling and
 SK0256.adjusted by the NATIONAL GEODETIC SURVEY
 SK0256.in February 2020.
 SK0256
 SK0256.Significant digits in the geoid height do not necessarily reflect accuracy.
 SK0256.GEOID18 height accuracy estimate available here.
 SK0256
 SK0256.Click photographs - Photos may exist for this station.
 SK0256
 SK0256.The Laplace correction was computed from DEFLEC18 derived deflections.
 SK0256
 SK0256.The dynamic height is computed by dividing the NAVD 88
 SK0256.geopotential number by the normal gravity value computed on the
 SK0256.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SK0256.degrees latitude (g = 980.6199 gals.).
 SK0256
 SK0256.The modeled gravity was interpolated from observed gravity values.
 SK0256
 SK0256. The following values were computed from the NAD 83(1996) position.
 SK0256
 SK0256;                    North         East     Units Scale Factor Converg.
 SK0256;SPC MN C     -   345,854.265   749,981.195   MT  1.00003892   -0 28 39.4
 SK0256;SPC MN C     - 1,134,690.20  2,460,563.30   sFT  1.00003892   -0 28 39.4
 SK0256;UTM  15      - 5,230,269.904   355,345.606   MT  0.99985717   -1 24 07.4
 SK0256
 SK0256!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SK0256!SPC MN C     -   0.99993246  x   1.00003892  =   0.99997138
 SK0256!UTM  15      -   0.99993246  x   0.99985717  =   0.99978964
 SK0256
 SK0256_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUN5534530269(NAD 83)
 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  NAVD 88 (08/26/19)  458.530  (m)         1504.36   (f) SUPERSEDED  2 1
 SK0256  NAVD 88 (06/15/91)  458.522  (m)         1504.33   (f) SUPERSEDED  2 1
 SK0256  NGVD 29 (??/??/92)  458.242  (m)         1503.42   (f) ADJ UNCH    2 0
 SK0256  NGVD 29 (07/19/86)  458.24   (m)         1503.4    (f) LEVELING    3  
 SK0256
 SK0256.Superseded values are not recommended for survey control.
 SK0256
 SK0256.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SK0256.See file dsdata.pdf to determine how the superseded data were derived.
 SK0256
 SK0256_MARKER: DB = BENCH MARK DISK
 SK0256_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 SK0256_STAMPING: 2906-L 1972
 SK0256_MARK LOGO: MNHD
 SK0256_PROJECTION: FLUSH
 SK0256_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 SK0256_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SK0256_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 SK0256+SATELLITE: SATELLITE OBSERVATIONS - July 30, 2013
 SK0256
 SK0256  HISTORY     - Date     Condition        Report By
 SK0256  HISTORY     - 19720401 MONUMENTED       MNHD
 SK0256  HISTORY     - 1975     GOOD             MNHD
 SK0256  HISTORY     - 20130730 GOOD             MNDT
 SK0256
 SK0256                          STATION DESCRIPTION
 SK0256
 SK0256'DESCRIBED BY MN HIGHWAY DEPT 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.
 SK0256
 SK0256                          STATION RECOVERY (2013)
 SK0256
 SK0256'RECOVERY NOTE BY MN DEPT OF TRANSP 2013 (KMS)
 SK0256'THE STATION IS LOCATED ABOUT 8.4 MI (13.5 KM) SOUTHWEST OF GUTHRIE,
 SK0256'7.4 MI (11.9 KM) WEST OF LAPORTE AND 4.0 MI (6.4 KM) EAST OF LAKE
 SK0256'GEORGE.
 SK0256'
 SK0256'TO REACH THE MARK GO 3.9 MI (6.3 KM) EAST ALONG TRUNK HIGHWAY 71/TRUNK
 SK0256'HIGHWAY 200 FROM THE JUNCTION OF TRUNK HIGHWAY 71/TRUNK HIGHWAY 200
 SK0256'AND COUNTY ROAD 4 INCH (10 CM) LAKE GEORGE TO TRUNK HIGHWAY 71 MILE
 SK0256'POINT 291.75, THEN 0.05 MI (0.1 KM) SOUTH ON COUNTY ROAD 91, THEN 0.2
 SK0256'MI (0.3 KM) EAST ON COUNTY ROAD 92.
 SK0256'
 SK0256'THE MARK IS LOCATED 121 FT (36.9 M) SOUTH OF COUNTY ROAD 92, 93.0 FT
 SK0256'(28.3 M) SOUTHEAST OF STATION HANT MNDT, 94.4 FT (28.8 M) SOUTHWEST OF
 SK0256'HANT MNDT REFERENCE MARK 1, 0.5 FT (15 CM) NORTHWEST OF A WITNESS
 SK0256'POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 SK0262 ***********************************************************************
 SK0262  DESIGNATION -  2906 M
 SK0262  PID         -  SK0262
 SK0262  STATE/COUNTY-  MN/HUBBARD
 SK0262  COUNTRY     -  US
 SK0262  USGS QUAD   -  LAKE GEORGE (2019)
 SK0262
 SK0262                         *CURRENT SURVEY CONTROL
 SK0262  ______________________________________________________________________
 SK0262* NAD 83(1996) POSITION- 47 13 13.62817(N) 094 53 55.27981(W)   NO CHECK
 SK0262* NAVD 88 ORTHO HEIGHT -   459.869 (meters)     1508.75  (feet) ADJUSTED
 SK0262  ______________________________________________________________________
 SK0262  GEOID HEIGHT    -        -27.649 (meters)                     GEOID18
 SK0262  LAPLACE CORR    -         -3.05  (seconds)                    DEFLEC18
 SK0262  DYNAMIC HEIGHT  -        459.910 (meters)     1508.89  (feet) COMP
 SK0262  MODELED GRAVITY -    980,687.0   (mgal)                       NAVD 88
 SK0262
 SK0262  HORZ ORDER      -  THIRD
 SK0262  VERT ORDER      -  SECOND    CLASS I
 SK0262
 SK0262.The horizontal coordinates were established by classical geodetic methods
 SK0262.and adjusted by the National Geodetic Survey in March 1999.
 SK0262
 SK0262.No horizontal observational check was made to the station.
 SK0262
 SK0262.The orthometric height was determined by differential leveling and
 SK0262.adjusted by the NATIONAL GEODETIC SURVEY
 SK0262.in February 2020.
 SK0262
 SK0262.Significant digits in the geoid height do not necessarily reflect accuracy.
 SK0262.GEOID18 height accuracy estimate available here.
 SK0262
 SK0262.Click photographs - Photos may exist for this station.
 SK0262
 SK0262.The Laplace correction was computed from DEFLEC18 derived deflections.
 SK0262
 SK0262.The dynamic height is computed by dividing the NAVD 88
 SK0262.geopotential number by the normal gravity value computed on the
 SK0262.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SK0262.degrees latitude (g = 980.6199 gals.).
 SK0262
 SK0262.The modeled gravity was interpolated from observed gravity values.
 SK0262
 SK0262. The following values were computed from the NAD 83(1996) position.
 SK0262
 SK0262;                    North         East     Units Scale Factor Converg.
 SK0262;SPC MN C     -   347,010.154   750,865.119   MT  1.00004174   -0 28 09.3
 SK0262;SPC MN C     - 1,138,482.48  2,463,463.31   sFT  1.00004174   -0 28 09.3
 SK0262;UTM  15      - 5,231,411.170   356,247.899   MT  0.99985397   -1 23 37.8
 SK0262
 SK0262!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SK0262!SPC MN C     -   0.99993226  x   1.00004174  =   0.99997399
 SK0262!UTM  15      -   0.99993226  x   0.99985397  =   0.99978624
 SK0262
 SK0262_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUN5624731411(NAD 83)
 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  NAVD 88 (08/26/19)  459.866  (m)         1508.74   (f) SUPERSEDED  2 1
 SK0262  NAVD 88 (06/17/15)  459.854  (m)         1508.70   (f) SUPERSEDED  2 1
 SK0262  NAVD 88 (06/15/91)  459.857  (m)         1508.71   (f) SUPERSEDED  2 0
 SK0262  NGVD 29 (??/??/92)  459.577  (m)         1507.80   (f) ADJ UNCH    2 0
 SK0262  NGVD 29 (07/19/86)  459.58   (m)         1507.8    (f) LEVELING    3  
 SK0262
 SK0262.Superseded values are not recommended for survey control.
 SK0262
 SK0262.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SK0262.See file dsdata.pdf to determine how the superseded data were derived.
 SK0262
 SK0262_MARKER: DB = BENCH MARK DISK
 SK0262_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 SK0262_STAMPING: 2906 M 1972
 SK0262_MARK LOGO: MNHD
 SK0262_PROJECTION: FLUSH
 SK0262_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 SK0262_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SK0262_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 SK0262+SATELLITE: SATELLITE OBSERVATIONS - June 14, 2023
 SK0262
 SK0262  HISTORY     - Date     Condition        Report By
 SK0262  HISTORY     - 19720401 MONUMENTED       MNHD
 SK0262  HISTORY     - 1975     GOOD             MNHD
 SK0262  HISTORY     - 19990401 GOOD             MNDT
 SK0262  HISTORY     - 20010501 GOOD             MNDT
 SK0262  HISTORY     - 20130730 GOOD             MNDT
 SK0262  HISTORY     - 20230614 GOOD             MNDT
 SK0262
 SK0262                          STATION DESCRIPTION
 SK0262
 SK0262'DESCRIBED BY MN HIGHWAY DEPT 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.
 SK0262
 SK0262                          STATION RECOVERY (2013)
 SK0262
 SK0262'RECOVERY NOTE BY MN DEPT OF TRANSP 2013 (KMS)
 SK0262'THE STATION IS LOCATED ABOUT 7.5 MI (12.1 KM) SOUTHWEST OF GUTHRIE,
 SK0262'6.8 MI (10.9 KM) WEST OF LAPORTE AND 4.7 MI (7.6 KM) EAST-NORTHEAST OF
 SK0262'LAKE GEORGE.
 SK0262'
 SK0262'TO REACH THE MARK GO 4.95 MI (8.0 KM) EAST ALONG TRUNK HIGHWAY
 SK0262'71/TRUNK HIGHWAY 200 FROM THE JUNCTION OF TRUNK HIGHWAY 71/TRUNK
 SK0262'HIGHWAY 200 AND COUNTY ROAD 4 INCH (10 CM) LAKE GEORGE, AT TRUNK
 SK0262'HIGHWAY 71 MILE POINT 292.8.
 SK0262'
 SK0262'THE MARK IS LOCATED 286.0 FT (87.2 M) NORTHWEST OF TRUNK HIGHWAY
 SK0262'71/TRUNK HIGHWAY 200, 33 FT (10.1 M) NORTHEAST OF DIM TRAIL, 1.0 FT
 SK0262'(0.3 M) SOUTH OF A WITNESS POST.
 SK0262
 SK0262                          STATION RECOVERY (2023)
 SK0262
 SK0262'RECOVERY NOTE BY MN DEPT OF TRANSP 2023 (AJH)
 SK0262'5.1 MI (8.2 KM) NORTHEAST OF LAKE GEORGE, 4.95 MI (7.96 KM) EAST ALONG
 SK0262'TRUNK HIGHWAY 71/TRUNK HIGHWAY 200 FROM THE JUNCTION OF TRUNK HIGHWAY
 SK0262'71/TRUNK HIGHWAY 200 AND COUNTY ROAD 4 IN LAKE GEORGE, AT TRUNK
 SK0262'HIGHWAY 71 MILE POINT 292.8, 286.0 FT (87.2 M) NORTHWEST OF TRUNK
 SK0262'HIGHWAY 71/TRUNK HIGHWAY 200, 33.0 FT (10.1 M) NORTHEAST OF A DIM
 SK0262'TRAIL, 1.0 FT (0.3 M) SOUTH OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DP4449 ***********************************************************************
 DP4449  DESIGNATION -  2906 N
 DP4449  PID         -  DP4449
 DP4449  STATE/COUNTY-  MN/HUBBARD
 DP4449  COUNTRY     -  US
 DP4449  USGS QUAD   -  SCHOOLCRAFT LAKE (2019)
 DP4449
 DP4449                         *CURRENT SURVEY CONTROL
 DP4449  ______________________________________________________________________
 DP4449* NAD 83(2011) POSITION- 47 11 16.90915(N) 095 07 07.54078(W)   ADJUSTED
 DP4449* NAD 83(2011) ELLIP HT-   427.493 (meters)        (04/18/18)   ADJUSTED
 DP4449* NAD 83(2011) EPOCH   -  2010.00
 DP4449* NAVD 88 ORTHO HEIGHT -   454.848 (meters)     1492.28  (feet) ADJUSTED
 DP4449  ______________________________________________________________________
 DP4449  GEOID HEIGHT    -        -27.334 (meters)                     GEOID18
 DP4449  NAD 83(2011) X  -   -387,454.652 (meters)                     COMP
 DP4449  NAD 83(2011) Y  - -4,325,347.797 (meters)                     COMP
 DP4449  NAD 83(2011) Z  -  4,656,309.661 (meters)                     COMP
 DP4449  LAPLACE CORR    -         -1.44  (seconds)                    DEFLEC18
 DP4449  DYNAMIC HEIGHT  -        454.890 (meters)     1492.42  (feet) COMP
 DP4449  MODELED GRAVITY -    980,689.6   (mgal)                       NAVD 88
 DP4449
 DP4449  VERT ORDER      -  SECOND    CLASS I
 DP4449
 DP4449  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DP4449  Standards:
 DP4449         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DP4449            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DP4449  -------------------------------------------------------------------
 DP4449  NETWORK    0.45   1.41           0.21   0.15   0.72      0.00376604
 DP4449  -------------------------------------------------------------------
 DP4449  Click here for local accuracies and other accuracy information.
 DP4449
 DP4449.The horizontal coordinates were established by GPS observations
 DP4449.and adjusted by the MN DEPT OF TRANSP in April 2018.
 DP4449
 DP4449.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DP4449.been affixed to the stable North American tectonic plate. See 
 DP4449.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DP4449
 DP4449.The horizontal coordinates are valid at the epoch date displayed above
 DP4449.which is a decimal equivalence of Year/Month/Day.
 DP4449
 DP4449.The orthometric height was determined by differential leveling and
 DP4449.adjusted by the NATIONAL GEODETIC SURVEY
 DP4449.in February 2020.
 DP4449
 DP4449.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP4449.GEOID18 height accuracy estimate available here.
 DP4449
 DP4449.Click photographs - Photos may exist for this station.
 DP4449
 DP4449.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DP4449
 DP4449.The Laplace correction was computed from DEFLEC18 derived deflections.
 DP4449
 DP4449.The ellipsoidal height was determined by GPS observations
 DP4449.and is referenced to NAD 83.
 DP4449
 DP4449.The dynamic height is computed by dividing the NAVD 88
 DP4449.geopotential number by the normal gravity value computed on the
 DP4449.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP4449.degrees latitude (g = 980.6199 gals.).
 DP4449
 DP4449.The modeled gravity was interpolated from observed gravity values.
 DP4449
 DP4449. The following values were computed from the NAD 83(2011) position.
 DP4449
 DP4449;                    North         East     Units Scale Factor Converg.
 DP4449;SPC MN C     -   343,565.412   734,156.794   MT  1.00003311   -0 37 42.4
 DP4449;SPC MN C     - 1,127,180.86  2,408,646.08   sFT  1.00003311   -0 37 42.4
 DP4449;UTM  15      - 5,228,237.206   339,488.678   MT  0.99991664   -1 33 16.7
 DP4449
 DP4449!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DP4449!SPC MN C     -   0.99993300  x   1.00003311  =   0.99996610
 DP4449!UTM  15      -   0.99993300  x   0.99991664  =   0.99984964
 DP4449
 DP4449_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUN3948828237(NAD 83)
 DP4449
 DP4449                          SUPERSEDED SURVEY CONTROL
 DP4449
 DP4449  NAVD 88 (08/26/19)  454.847  (m)         1492.28   (f) SUPERSEDED  2 1
 DP4449  NAVD 88 (06/17/15)  454.824  (m)         1492.20   (f) SUPERSEDED  2 1
 DP4449
 DP4449.Superseded values are not recommended for survey control.
 DP4449
 DP4449.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DP4449.See file dsdata.pdf to determine how the superseded data were derived.
 DP4449
 DP4449_MARKER: I = METAL ROD
 DP4449_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DP4449_STAMPING: 2906 N 2013
 DP4449_MARK LOGO: MNDT
 DP4449_PROJECTION: RECESSED 5 CENTIMETERS
 DP4449_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DP4449_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DP4449_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP4449+SATELLITE: SATELLITE OBSERVATIONS - June 07, 2017
 DP4449_ROD/PIPE-DEPTH: 21.3 meters
 DP4449
 DP4449  HISTORY     - Date     Condition        Report By
 DP4449  HISTORY     - 20130813 MONUMENTED       MNDT
 DP4449  HISTORY     - 20170607 GOOD             MNDT
 DP4449
 DP4449                          STATION DESCRIPTION
 DP4449
 DP4449'DESCRIBED BY MN DEPT OF TRANSP 2013
 DP4449'THE STATION IS LOCATED ABOUT 14.6 MI (23.5 KM) SOUTH-SOUTHEAST OF
 DP4449'ALIDA, 10.4 MI (16.7 KM) NORTH-NORTHEAST OF TWO INLETS AND 6.0 MI (9.7
 DP4449'KM) WEST OF LAKE GEORGE.
 DP4449'
 DP4449'TO REACH THE MARK GO 6.05 MI (9.7 KM) WEST ALONG TRUNK HIGHWAY 71/
 DP4449'TRUNK HIGHWAY 200 FROM THE JUNCTION OF TRUNK HIGHWAY 71/TRUNK HIGHWAY
 DP4449'200 AND COUNTY ROAD 4 INCH (10 CM) LAKE GEORGE, AT TRUNK HIGHWAY 71
 DP4449'MILE POINT 281.7.
 DP4449'
 DP4449'THE MARK IS LOCATED 47.5 FT (14.5 M) NORTH OF TRUNK HIGHWAY 71/TRUNK
 DP4449'HIGHWAY 200, 1.5 FT (0.5 M) SOUTH OF A WITNESS POINT.
 DP4449'
 DP4449'NOTE - THE STATION MARK CONSISTS OF A 3/4 INCH (19 MM) DIAMETER
 DP4449'ALUMINUM ROD DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL MARK
 DP4449'REMOVABLE DISK SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY
 DP4449'A SIX-INCH PVC PIPE BACKFILLED WITH WASHED SAND.
 DP4449
 DP4449                          STATION RECOVERY (2017)
 DP4449
 DP4449'RECOVERY NOTE BY MN DEPT OF TRANSP 2017 (ALS)
 DP4449'5.75 MILES WEST OF LAKE GEORGE, 6.05 MILES WEST ALONG TRUNK HIGHWAY
 DP4449'71/TRUNK HIGHWAY 200 FROM THE JUNCTION OF TRUNK HIGHWAY 71/TRUNK
 DP4449'HIGHWAY 200 AND COUNTY ROAD 4 IN LAKE GEORGE, AT TRUNK HIGHWAY 71
 DP4449'MILEPOINT 281.7, 47.5 FEET NORTH OF TRUNK HIGHWAY 71/TRUNK HIGHWAY
 DP4449'200, 1.5 FEET SOUTH OF A WITNESS POINT.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DP4442 ***********************************************************************
 DP4442  DESIGNATION -  2906 P
 DP4442  PID         -  DP4442
 DP4442  STATE/COUNTY-  MN/HUBBARD
 DP4442  COUNTRY     -  US
 DP4442  USGS QUAD   -  SCHOOLCRAFT LAKE (2019)
 DP4442
 DP4442                         *CURRENT SURVEY CONTROL
 DP4442  ______________________________________________________________________
 DP4442* NAD 83(2011) POSITION- 47 11 19.20883(N) 095 02 09.36493(W)   ADJUSTED
 DP4442* NAD 83(2011) ELLIP HT-   414.653 (meters)        (04/18/18)   ADJUSTED
 DP4442* NAD 83(2011) EPOCH   -  2010.00
 DP4442* NAVD 88 ORTHO HEIGHT -   442.075 (meters)     1450.37  (feet) ADJUSTED
 DP4442  ______________________________________________________________________
 DP4442  GEOID HEIGHT    -        -27.390 (meters)                     GEOID18
 DP4442  NAD 83(2011) X  -   -381,196.198 (meters)                     COMP
 DP4442  NAD 83(2011) Y  - -4,325,842.788 (meters)                     COMP
 DP4442  NAD 83(2011) Z  -  4,656,348.508 (meters)                     COMP
 DP4442  LAPLACE CORR    -         -3.51  (seconds)                    DEFLEC18
 DP4442  DYNAMIC HEIGHT  -        442.120 (meters)     1450.52  (feet) COMP
 DP4442  MODELED GRAVITY -    980,700.8   (mgal)                       NAVD 88
 DP4442
 DP4442  VERT ORDER      -  SECOND    CLASS I
 DP4442
 DP4442  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DP4442  Standards:
 DP4442         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DP4442            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DP4442  -------------------------------------------------------------------
 DP4442  NETWORK    0.45   1.31           0.21   0.15   0.67     -0.10493630
 DP4442  -------------------------------------------------------------------
 DP4442  Click here for local accuracies and other accuracy information.
 DP4442
 DP4442.The horizontal coordinates were established by GPS observations
 DP4442.and adjusted by the MN DEPT OF TRANSP in April 2018.
 DP4442
 DP4442.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DP4442.been affixed to the stable North American tectonic plate. See 
 DP4442.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DP4442
 DP4442.The horizontal coordinates are valid at the epoch date displayed above
 DP4442.which is a decimal equivalence of Year/Month/Day.
 DP4442
 DP4442.The orthometric height was determined by differential leveling and
 DP4442.adjusted by the NATIONAL GEODETIC SURVEY
 DP4442.in February 2020.
 DP4442
 DP4442.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP4442.GEOID18 height accuracy estimate available here.
 DP4442
 DP4442.Click photographs - Photos may exist for this station.
 DP4442
 DP4442.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DP4442
 DP4442.The Laplace correction was computed from DEFLEC18 derived deflections.
 DP4442
 DP4442.The ellipsoidal height was determined by GPS observations
 DP4442.and is referenced to NAD 83.
 DP4442
 DP4442.The dynamic height is computed by dividing the NAVD 88
 DP4442.geopotential number by the normal gravity value computed on the
 DP4442.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP4442.degrees latitude (g = 980.6199 gals.).
 DP4442
 DP4442.The modeled gravity was interpolated from observed gravity values.
 DP4442
 DP4442. The following values were computed from the NAD 83(2011) position.
 DP4442
 DP4442;                    North         East     Units Scale Factor Converg.
 DP4442;SPC MN C     -   343,570.857   740,434.691   MT  1.00003328   -0 34 06.7
 DP4442;SPC MN C     - 1,127,198.72  2,429,242.82   sFT  1.00003328   -0 34 06.7
 DP4442;UTM  15      - 5,228,141.234   345,765.036   MT  0.99989236   -1 29 37.8
 DP4442
 DP4442!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DP4442!SPC MN C     -   0.99993501  x   1.00003328  =   0.99996829
 DP4442!UTM  15      -   0.99993501  x   0.99989236  =   0.99982738
 DP4442
 DP4442_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUN4576528141(NAD 83)
 DP4442
 DP4442                          SUPERSEDED SURVEY CONTROL
 DP4442
 DP4442  NAVD 88 (08/26/19)  442.073  (m)         1450.37   (f) SUPERSEDED  2 1
 DP4442  NAVD 88 (06/17/15)  442.053  (m)         1450.30   (f) SUPERSEDED  2 1
 DP4442
 DP4442.Superseded values are not recommended for survey control.
 DP4442
 DP4442.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DP4442.See file dsdata.pdf to determine how the superseded data were derived.
 DP4442
 DP4442_MARKER: I = METAL ROD
 DP4442_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DP4442_STAMPING: 2906 P 2013
 DP4442_MARK LOGO: MNDT
 DP4442_PROJECTION: RECESSED 5 CENTIMETERS
 DP4442_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DP4442_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DP4442_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP4442+SATELLITE: SATELLITE OBSERVATIONS - June 07, 2017
 DP4442_ROD/PIPE-DEPTH: 16.2 meters
 DP4442
 DP4442  HISTORY     - Date     Condition        Report By
 DP4442  HISTORY     - 20130813 MONUMENTED       MNDT
 DP4442  HISTORY     - 20170607 GOOD             MNDT
 DP4442
 DP4442                          STATION DESCRIPTION
 DP4442
 DP4442'DESCRIBED BY MN DEPT OF TRANSP 2013
 DP4442'THE STATION IS LOCATED ABOUT 13.4 MI (21.6 KM) WEST OF LAPORTE, 12.7
 DP4442'MI (20.4 KM) NORTHEAST OF TWO INLETS AND 2.2 MI (3.5 KM)
 DP4442'WEST-SOUTHWEST OF LAKE GEORGE.
 DP4442'
 DP4442'TO REACH THE MARK GO 2.2 MI (3.5 KM) WEST ALONG TRUNK HIGHWAY 71/TRUNK
 DP4442'HIGHWAY 200  FROM THE JUNCTION OF TRUNK HIGHWAY 71/TRUNK HIGHWAY 200
 DP4442'AND COUNTY ROAD 4 INCH (10 CM) LAKE GEORGE, AT TRUNK HIGHWAY 71 MILE
 DP4442'POINT 285.6.
 DP4442'
 DP4442'THE MARK IS 85.2 FT (26.0 M) NORTH OF TRUNK HIGHWAY 71/TRUNK HIGHWAY
 DP4442'200, 34.6 FT (10.5 M) EAST OF ENTRANCE, 1.5 FT (0.5 M) WEST OF A
 DP4442'WITNESS POINT.
 DP4442'
 DP4442'NOTE - THE STATION MARK CONSISTS OF A 3/4 INCH (19 MM) DIAMETER
 DP4442'ALUMINUM ROD DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL MARK
 DP4442'REMOVABLE DISK SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY
 DP4442'A SIX-INCH PVC PIPE BACKFILLED WITH WASHED SAND.
 DP4442
 DP4442                          STATION RECOVERY (2017)
 DP4442
 DP4442'RECOVERY NOTE BY MN DEPT OF TRANSP 2017 (MPG)
 DP4442'2.25 MILES WEST OF LAKE GEORGE, 2.2 MILES WEST ALONG TRUNK HIGHWAY
 DP4442'71/TRUNK HIGHWAY 200 FROM THE JUNCTION OF TRUNK HIGHWAY 71/TRUNK
 DP4442'HIGHWAY 200 AND COUNTY ROAD 4 IN LAKE GEORGE, AT TRUNK HIGHWAY 71
 DP4442'MILEPOINT 285.6, 85.2 FEET NORTH OF TRUNK HIGHWAY 71/TRUNK HIGHWAY
 DP4442'200, 34.6 FEET EAST OF ENTRANCE, 1.5 FEET WEST OF A WITNESS POINT.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DP4434 ***********************************************************************
 DP4434  DESIGNATION -  2906 Q
 DP4434  PID         -  DP4434
 DP4434  STATE/COUNTY-  MN/HUBBARD
 DP4434  COUNTRY     -  US
 DP4434  USGS QUAD   -  LAKE GEORGE (2019)
 DP4434
 DP4434                         *CURRENT SURVEY CONTROL
 DP4434  ______________________________________________________________________
 DP4434* NAD 83(2011) POSITION- 47 12 12.78035(N) 094 59 17.69713(W)   ADJUSTED
 DP4434* NAD 83(2011) ELLIP HT-   406.847 (meters)        (04/18/18)   ADJUSTED
 DP4434* NAD 83(2011) EPOCH   -  2010.00
 DP4434* NAVD 88 ORTHO HEIGHT -   434.355 (meters)     1425.05  (feet) ADJUSTED
 DP4434  ______________________________________________________________________
 DP4434  GEOID HEIGHT    -        -27.486 (meters)                     GEOID18
 DP4434  NAD 83(2011) X  -   -377,489.793 (meters)                     COMP
 DP4434  NAD 83(2011) Y  - -4,324,943.985 (meters)                     COMP
 DP4434  NAD 83(2011) Z  -  4,657,466.995 (meters)                     COMP
 DP4434  LAPLACE CORR    -         -3.94  (seconds)                    DEFLEC18
 DP4434  DYNAMIC HEIGHT  -        434.400 (meters)     1425.19  (feet) COMP
 DP4434  MODELED GRAVITY -    980,701.2   (mgal)                       NAVD 88
 DP4434
 DP4434  VERT ORDER      -  SECOND    CLASS I
 DP4434
 DP4434  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DP4434  Standards:
 DP4434         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DP4434            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DP4434  -------------------------------------------------------------------
 DP4434  NETWORK    0.43   1.29           0.20   0.14   0.66     -0.05827576
 DP4434  -------------------------------------------------------------------
 DP4434  Click here for local accuracies and other accuracy information.
 DP4434
 DP4434.The horizontal coordinates were established by GPS observations
 DP4434.and adjusted by the MN DEPT OF TRANSP in April 2018.
 DP4434
 DP4434.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DP4434.been affixed to the stable North American tectonic plate. See 
 DP4434.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DP4434
 DP4434.The horizontal coordinates are valid at the epoch date displayed above
 DP4434.which is a decimal equivalence of Year/Month/Day.
 DP4434
 DP4434.The orthometric height was determined by differential leveling and
 DP4434.adjusted by the NATIONAL GEODETIC SURVEY
 DP4434.in February 2020.
 DP4434
 DP4434.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP4434.GEOID18 height accuracy estimate available here.
 DP4434
 DP4434.Click photographs - Photos may exist for this station.
 DP4434
 DP4434.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DP4434
 DP4434.The Laplace correction was computed from DEFLEC18 derived deflections.
 DP4434
 DP4434.The ellipsoidal height was determined by GPS observations
 DP4434.and is referenced to NAD 83.
 DP4434
 DP4434.The dynamic height is computed by dividing the NAVD 88
 DP4434.geopotential number by the normal gravity value computed on the
 DP4434.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP4434.degrees latitude (g = 980.6199 gals.).
 DP4434
 DP4434.The modeled gravity was interpolated from observed gravity values.
 DP4434
 DP4434. The following values were computed from the NAD 83(2011) position.
 DP4434
 DP4434;                    North         East     Units Scale Factor Converg.
 DP4434;SPC MN C     -   345,190.457   744,064.046   MT  1.00003720   -0 32 02.5
 DP4434;SPC MN C     - 1,132,512.36  2,441,150.12   sFT  1.00003720   -0 32 02.5
 DP4434;UTM  15      - 5,229,701.784   349,419.523   MT  0.99987867   -1 27 33.1
 DP4434
 DP4434!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DP4434!SPC MN C     -   0.99993623  x   1.00003720  =   0.99997343
 DP4434!UTM  15      -   0.99993623  x   0.99987867  =   0.99981491
 DP4434
 DP4434_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUN4941929701(NAD 83)
 DP4434
 DP4434                          SUPERSEDED SURVEY CONTROL
 DP4434
 DP4434  NAVD 88 (08/26/19)  434.353  (m)         1425.04   (f) SUPERSEDED  2 1
 DP4434  NAVD 88 (06/17/15)  434.338  (m)         1424.99   (f) SUPERSEDED  2 1
 DP4434
 DP4434.Superseded values are not recommended for survey control.
 DP4434
 DP4434.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DP4434.See file dsdata.pdf to determine how the superseded data were derived.
 DP4434
 DP4434_MARKER: I = METAL ROD
 DP4434_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DP4434_STAMPING: 2906 Q 2013
 DP4434_MARK LOGO: MNDT
 DP4434_PROJECTION: RECESSED 10 CENTIMETERS
 DP4434_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DP4434_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DP4434_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP4434+SATELLITE: SATELLITE OBSERVATIONS - June 07, 2017
 DP4434_ROD/PIPE-DEPTH: 24.4 meters
 DP4434
 DP4434  HISTORY     - Date     Condition        Report By
 DP4434  HISTORY     - 20130813 MONUMENTED       MNDT
 DP4434  HISTORY     - 20170607 GOOD             MNDT
 DP4434
 DP4434                          STATION DESCRIPTION
 DP4434
 DP4434'DESCRIBED BY MN DEPT OF TRANSP 2013
 DP4434'THE STATION IS LOCATED ABOUT 11.4 MI (18.3 KM) SOUTHWEST OF GUTHRIE,
 DP4434'11.1 MI (17.9 KM) WEST OF LAPORTE AND IN THE TOWN OF LAKE GEORGE, MN.
 DP4434'
 DP4434'TO REACH THE MARK GO 0.35 MI (0.6 KM) EAST-NORTHEAST ALONG TRUNK
 DP4434'HIGHWAY 71/TRUNK HIGHWAY 200 FROM THE JUNCTION OF TRUNK HIGHWAY
 DP4434'71/TRUNK HIGHWAY 200 AND COUNTY ROAD 4 INCH (10 CM) LAKE GEORGE, AT
 DP4434'TRUNK HIGHWAY 71 MILE POINT 288.15.
 DP4434'
 DP4434'THE MARK IS LOCATED 45.6 FT (13.9 M) NORTHWEST OF TRUNK HIGHWAY
 DP4434'71/TRUNK HIGHWAY 200, 56.6 FT (17.3 M) NORTHEAST OF NIGHT HAWK ROAD,
 DP4434'10.7 FT (3.3 M) NORTHEAST OF CABLE BOX NUMBER 1A1, 1.5 FT (0.5 M)
 DP4434'NORTHEAST OF A WITNESS POST.
 DP4434'
 DP4434'NOTE - THE STATION MARK CONSISTS OF A 3/4 INCH (19 MM) DIAMETER
 DP4434'ALUMINUM ROD DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL MARK
 DP4434'REMOVABLE DISK SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY
 DP4434'A SIX-INCH PVC PIPE BACKFILLED WITH WASHED SAND.
 DP4434
 DP4434                          STATION RECOVERY (2017)
 DP4434
 DP4434'RECOVERY NOTE BY MN DEPT OF TRANSP 2017 (DXW)
 DP4434'IN LAKE GEORGE, 0.35 MILE EAST-NORTHEAST ALONG TRUNK HIGHWAY 71/TRUNK
 DP4434'HIGHWAY 200 FROM THE JUNCTION OF TRUNK HIGHWAY 71/TRUNK HIGHWAY 200
 DP4434'AND COUNTY ROAD 4 IN LAKE GEORGE, AT TRUNK HIGHWAY 71 MILEPOINT
 DP4434'288.15, 45.6 FEET NORTHWEST OF TRUNK HIGHWAY 71/TRUNK HIGHWAY 200,
 DP4434'56.6 FEET NORTHEAST OF NIGHTHAWK ROAD, 10.7 FEET NORTHEAST OF CABLE
 DP4434'BOX NUMBER 1A1, 1.5 FEET NORTHEAST OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DP4422 ***********************************************************************
 DP4422  DESIGNATION -  2906 R
 DP4422  PID         -  DP4422
 DP4422  STATE/COUNTY-  MN/HUBBARD
 DP4422  COUNTRY     -  US
 DP4422  USGS QUAD   -  LAKE GEORGE (2019)
 DP4422
 DP4422                         *CURRENT SURVEY CONTROL
 DP4422  ______________________________________________________________________
 DP4422* NAD 83(2011) POSITION- 47 12 59.90063(N) 094 54 07.88534(W)   ADJUSTED
 DP4422* NAD 83(2011) ELLIP HT-   430.422 (meters)        (04/18/18)   ADJUSTED
 DP4422* NAD 83(2011) EPOCH   -  2010.00
 DP4422* NAVD 88 ORTHO HEIGHT -   458.071 (meters)     1502.85  (feet) ADJUSTED
 DP4422  ______________________________________________________________________
 DP4422  GEOID HEIGHT    -        -27.635 (meters)                     GEOID18
 DP4422  NAD 83(2011) X  -   -370,903.368 (meters)                     COMP
 DP4422  NAD 83(2011) Y  - -4,324,458.020 (meters)                     COMP
 DP4422  NAD 83(2011) Z  -  4,658,472.872 (meters)                     COMP
 DP4422  LAPLACE CORR    -         -3.04  (seconds)                    DEFLEC18
 DP4422  DYNAMIC HEIGHT  -        458.112 (meters)     1502.99  (feet) COMP
 DP4422  MODELED GRAVITY -    980,687.3   (mgal)                       NAVD 88
 DP4422
 DP4422  VERT ORDER      -  SECOND    CLASS I
 DP4422
 DP4422  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DP4422  Standards:
 DP4422         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DP4422            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DP4422  -------------------------------------------------------------------
 DP4422  NETWORK    0.44   1.35           0.20   0.15   0.69     -0.05445014
 DP4422  -------------------------------------------------------------------
 DP4422  Click here for local accuracies and other accuracy information.
 DP4422
 DP4422.The horizontal coordinates were established by GPS observations
 DP4422.and adjusted by the MN DEPT OF TRANSP in April 2018.
 DP4422
 DP4422.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DP4422.been affixed to the stable North American tectonic plate. See 
 DP4422.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DP4422
 DP4422.The horizontal coordinates are valid at the epoch date displayed above
 DP4422.which is a decimal equivalence of Year/Month/Day.
 DP4422
 DP4422.The orthometric height was determined by differential leveling and
 DP4422.adjusted by the NATIONAL GEODETIC SURVEY
 DP4422.in February 2020.
 DP4422
 DP4422.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP4422.GEOID18 height accuracy estimate available here.
 DP4422
 DP4422.Click photographs - Photos may exist for this station.
 DP4422
 DP4422.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DP4422
 DP4422.The Laplace correction was computed from DEFLEC18 derived deflections.
 DP4422
 DP4422.The ellipsoidal height was determined by GPS observations
 DP4422.and is referenced to NAD 83.
 DP4422
 DP4422.The dynamic height is computed by dividing the NAVD 88
 DP4422.geopotential number by the normal gravity value computed on the
 DP4422.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP4422.degrees latitude (g = 980.6199 gals.).
 DP4422
 DP4422.The modeled gravity was interpolated from observed gravity values.
 DP4422
 DP4422. The following values were computed from the NAD 83(2011) position.
 DP4422
 DP4422;                    North         East     Units Scale Factor Converg.
 DP4422;SPC MN C     -   346,588.396   750,596.411   MT  1.00004071   -0 28 18.4
 DP4422;SPC MN C     - 1,137,098.76  2,462,581.73   sFT  1.00004071   -0 28 18.4
 DP4422;UTM  15      - 5,230,993.880   355,972.472   MT  0.99985494   -1 23 46.7
 DP4422
 DP4422!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DP4422!SPC MN C     -   0.99993254  x   1.00004071  =   0.99997324
 DP4422!UTM  15      -   0.99993254  x   0.99985494  =   0.99978749
 DP4422
 DP4422_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUN5597230993(NAD 83)
 DP4422
 DP4422                          SUPERSEDED SURVEY CONTROL
 DP4422
 DP4422  NAVD 88 (08/26/19)  458.068  (m)         1502.84   (f) SUPERSEDED  2 1
 DP4422  NAVD 88 (06/17/15)  458.057  (m)         1502.81   (f) SUPERSEDED  2 1
 DP4422
 DP4422.Superseded values are not recommended for survey control.
 DP4422
 DP4422.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DP4422.See file dsdata.pdf to determine how the superseded data were derived.
 DP4422
 DP4422_MARKER: I = METAL ROD
 DP4422_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DP4422_STAMPING: 2906 R 2013
 DP4422_MARK LOGO: MNDT
 DP4422_PROJECTION: RECESSED 5 CENTIMETERS
 DP4422_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DP4422_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DP4422_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP4422+SATELLITE: SATELLITE OBSERVATIONS - June 14, 2023
 DP4422_ROD/PIPE-DEPTH: 7.6 meters
 DP4422
 DP4422  HISTORY     - Date     Condition        Report By
 DP4422  HISTORY     - 20130813 MONUMENTED       MNDT
 DP4422  HISTORY     - 20170608 GOOD             MNDT
 DP4422  HISTORY     - 20230614 GOOD             MNDT
 DP4422
 DP4422                          STATION DESCRIPTION
 DP4422
 DP4422'DESCRIBED BY MN DEPT OF TRANSP 2013
 DP4422'THE STATION IS LOCATED ABOUT 7.8 MI (12.6 KM) SOUTHWEST OF GUTHRIE,
 DP4422'7.0 MI (11.3 KM) WEST OF LAPORTE AND 4.4 MI (7.1 KM) EAST-NORTHEAST OF
 DP4422'LAKE GEORGE.
 DP4422'
 DP4422'TO REACH THE MARK GO 4.65 MI (7.5 KM) EAST-NORTHEAST ALONG TRUNK
 DP4422'HIGHWAY 71/TRUNK HIGHWAY 200 FROM THE JUNCTION OF TRUNK HIGHWAY
 DP4422'71/TRUNK HIGHWAY 200 AND COUNTY ROAD 4 INCH (10 CM) LAKE GEORGE, AT
 DP4422'TRUNK HIGHWAY 71 MILE POINT 292.45.
 DP4422'
 DP4422'THE MARK IS LOCATED 43.5 FT (13.3 M) NORTHWEST OF TRUNK HIGHWAY
 DP4422'71/TRUNK HIGHWAY 200, 1.5 FT (0.5 M) SOUTHEAST OF A WITNESS POST.
 DP4422'
 DP4422'NOTE - THE STATION MARK CONSISTS OF A 3/4 INCH (19 MM) DIAMETER
 DP4422'ALUMINUM ROD DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL MARK
 DP4422'REMOVABLE DISK SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY
 DP4422'A SIX-INCH PVC PIPE BACKFILLED WITH WASHED SAND.
 DP4422
 DP4422                          STATION RECOVERY (2017)
 DP4422
 DP4422'RECOVERY NOTE BY MN DEPT OF TRANSP 2017 (CLW)
 DP4422'4.4 MILES EAST-NORTHEAST OF LAKE GEORGE, 4.65 MILES EAST-NORTHEAST
 DP4422'ALONG TRUNK HIGHWAY 71/TRUNK HIGHWAY 200 FROM THE JUNCTION OF TRUNK
 DP4422'HIGHWAY 71/TRUNK HIGHWAY 200 AND COUNTY ROAD 4 IN LAKE GEORGE, AT
 DP4422'TRUNK HIGHWAY 71 MILEPOINT 292.45, 43.5 FEET NORTHWEST OF TRUNK
 DP4422'HIGHWAY 71/TRUNK HIGHWAY 200, 1.5 FEET SOUTHEAST OF A WITNESS POST.
 DP4422
 DP4422                          STATION RECOVERY (2023)
 DP4422
 DP4422'RECOVERY NOTE BY MN DEPT OF TRANSP 2023 (AJH)
 DP4422'4.4 MI (7.1 KM) EAST-NORTHEAST OF LAKE GEORGE, 4.65 MI (7.48 KM)
 DP4422'EAST-NORTHEAST ALONG TRUNK HIGHWAY 71/TRUNK HIGHWAY 200 FROM THE
 DP4422'JUNCTION OF TRUNK HIGHWAY 71/TRUNK HIGHWAY 200 AND COUNTY ROAD 4 IN
 DP4422'LAKE GEORGE, AT TRUNK HIGHWAY 71 MILE POINT 292.45, 43.5 FT (13.3 M)
 DP4422'NORTHWEST OF TRUNK HIGHWAY 71/TRUNK HIGHWAY 200, 1.5 FT (0.5 M)
 DP4422'SOUTHEAST OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DE6285 ***********************************************************************
 DE6285  DESIGNATION -  2907 B
 DE6285  PID         -  DE6285
 DE6285  STATE/COUNTY-  MN/HUBBARD
 DE6285  COUNTRY     -  US
 DE6285  USGS QUAD   -  GUTHRIE (2019)
 DE6285
 DE6285                         *CURRENT SURVEY CONTROL
 DE6285  ______________________________________________________________________
 DE6285* NAD 83(2011) POSITION- 47 22 01.38924(N) 094 51 45.43355(W)   ADJUSTED
 DE6285* NAD 83(2011) ELLIP HT-   423.736 (meters)        (06/27/12)   ADJUSTED
 DE6285* NAD 83(2011) EPOCH   -  2010.00
 DE6285* NAVD 88 ORTHO HEIGHT -   451.769 (meters)     1482.18  (feet) ADJUSTED
 DE6285  ______________________________________________________________________
 DE6285  GEOID HEIGHT    -        -28.017 (meters)                     GEOID18
 DE6285  NAD 83(2011) X  -   -366,874.631 (meters)                     COMP
 DE6285  NAD 83(2011) Y  - -4,312,464.075 (meters)                     COMP
 DE6285  NAD 83(2011) Z  -  4,669,810.957 (meters)                     COMP
 DE6285  LAPLACE CORR    -         -1.79  (seconds)                    DEFLEC18
 DE6285  DYNAMIC HEIGHT  -        451.808 (meters)     1482.31  (feet) COMP
 DE6285  MODELED GRAVITY -    980,684.9   (mgal)                       NAVD 88
 DE6285
 DE6285  VERT ORDER      -  SECOND    CLASS I
 DE6285
 DE6285  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DE6285  Standards:
 DE6285         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DE6285            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DE6285  -------------------------------------------------------------------
 DE6285  NETWORK    0.36   0.47           0.16   0.13   0.24      0.03114958
 DE6285  -------------------------------------------------------------------
 DE6285  Click here for local accuracies and other accuracy information.
 DE6285
 DE6285.The horizontal coordinates were established by GPS observations
 DE6285.and adjusted by the National Geodetic Survey in June 2012.
 DE6285
 DE6285.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DE6285.been affixed to the stable North American tectonic plate. See 
 DE6285.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DE6285
 DE6285.The horizontal coordinates are valid at the epoch date displayed above
 DE6285.which is a decimal equivalence of Year/Month/Day.
 DE6285
 DE6285.The orthometric height was determined by differential leveling and
 DE6285.adjusted by the NATIONAL GEODETIC SURVEY
 DE6285.in February 2020.
 DE6285
 DE6285.Significant digits in the geoid height do not necessarily reflect accuracy.
 DE6285.GEOID18 height accuracy estimate available here.
 DE6285
 DE6285.Click photographs - Photos may exist for this station.
 DE6285
 DE6285.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DE6285
 DE6285.The Laplace correction was computed from DEFLEC18 derived deflections.
 DE6285
 DE6285.The ellipsoidal height was determined by GPS observations
 DE6285.and is referenced to NAD 83.
 DE6285
 DE6285.The dynamic height is computed by dividing the NAVD 88
 DE6285.geopotential number by the normal gravity value computed on the
 DE6285.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE6285.degrees latitude (g = 980.6199 gals.).
 DE6285
 DE6285.The modeled gravity was interpolated from observed gravity values.
 DE6285
 DE6285. The following values were computed from the NAD 83(2011) position.
 DE6285
 DE6285;                    North         East     Units Scale Factor Converg.
 DE6285;SPC MN C     -   363,287.454   753,723.131   MT  1.00008481   -0 26 35.4
 DE6285;SPC MN C     - 1,191,885.59  2,472,839.97   sFT  1.00008481   -0 26 35.4
 DE6285;UTM  15      - 5,247,636.679   359,367.927   MT  0.99984306   -1 22 14.0
 DE6285
 DE6285!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE6285!SPC MN C     -   0.99993359  x   1.00008481  =   1.00001839
 DE6285!UTM  15      -   0.99993359  x   0.99984306  =   0.99977666
 DE6285
 DE6285_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUN5936747636(NAD 83)
 DE6285
 DE6285                          SUPERSEDED SURVEY CONTROL
 DE6285
 DE6285  NAD 83(2007)-  47 22 01.38920(N)    094 51 45.43439(W) AD(2002.00) 0
 DE6285  ELLIP H (02/10/07)  423.764  (m)                       GP(2002.00)    
 DE6285  NAD 83(1996)-  47 22 01.38900(N)    094 51 45.43437(W) AD(       ) 1
 DE6285  ELLIP H (07/08/02)  423.793  (m)                       GP(       ) 3 1
 DE6285  NAVD 88 (08/26/19)  451.767  (m)         1482.17   (f) SUPERSEDED  2 1
 DE6285  NAVD 88 (07/14/08)  451.766  (m)         1482.17   (f) SUPERSEDED  2 1
 DE6285  NAVD 88 (07/08/02)  451.8    (m)  GEOID99  model used  GPS OBS        
 DE6285
 DE6285.Superseded values are not recommended for survey control.
 DE6285
 DE6285.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE6285.See file dsdata.pdf to determine how the superseded data were derived.
 DE6285
 DE6285_MARKER: DB = BENCH MARK DISK
 DE6285_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 DE6285_STAMPING: 2907 B 1962
 DE6285_MARK LOGO: MNHD
 DE6285_PROJECTION: RECESSED 5 CENTIMETERS
 DE6285_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DE6285_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DE6285_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE6285+SATELLITE: SATELLITE OBSERVATIONS - June 13, 2023
 DE6285
 DE6285  HISTORY     - Date     Condition        Report By
 DE6285  HISTORY     - 1962     MONUMENTED       MNHD
 DE6285  HISTORY     - 19990401 GOOD             MNDT
 DE6285  HISTORY     - 20020819 GOOD             MNDT
 DE6285  HISTORY     - 20200203 GOOD             MNDT
 DE6285  HISTORY     - 20230613 GOOD             MNDT
 DE6285
 DE6285                          STATION DESCRIPTION
 DE6285
 DE6285'DESCRIBED BY MN DEPT OF TRANSP 1999 (DKH)
 DE6285'4.45 MI (7.16 KM) SOUTH ON TH 71 FROM SE JCT OF TH 71 AND TH 2 IN SE
 DE6285'PART OF BEMIDJI, 75 FT (22.9 M) EAST OF TH 71, AT TH 71 MP 303.87, 48
 DE6285'FT (14.6 M) SOUTH OF CO RD 9, 0.4 FT (12.2 CM) WEST OF WIT POST.
 DE6285
 DE6285                          STATION RECOVERY (2002)
 DE6285
 DE6285'RECOVERY NOTE BY MN DEPT OF TRANSP 2002 (WAS)
 DE6285'RECOVERED AS DESCRIBED.
 DE6285
 DE6285                          STATION RECOVERY (2020)
 DE6285
 DE6285'RECOVERY NOTE BY MN DEPT OF TRANSP 2020 (KMS)
 DE6285'7.5 MI (12.1 KM) SOUTH OF BEMIDJI, 4.45 MI (7.16 KM) SOUTH OF THE
 DE6285'SOUTH JUNCTION OF TRUNK HIGHWAY 71 AND TRUNK HIGHWAY 2 IN BEMIDJI, AT
 DE6285'THE SOUTHEAST CORNER OF THE JUNCTION OF TRUNK HIGHWAY 71 AND COUNTY
 DE6285'ROAD 9, 75.0 FT (22.9 M) EAST OF TRUNK HIGHWAY 71, AT TRUNK HIGHWAY 71
 DE6285'MILE POINT 303.87, 48.0 FT (14.6 M) SOUTH OF COUNTY ROAD 9, 0.4 FT (12
 DE6285'CM) WEST OF A WITNESS POST.
 DE6285
 DE6285                          STATION RECOVERY (2023)
 DE6285
 DE6285'RECOVERY NOTE BY MN DEPT OF TRANSP 2023 (AJH)
 DE6285'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DJ9401 ***********************************************************************
 DJ9401  DESIGNATION -  2907 D
 DJ9401  PID         -  DJ9401
 DJ9401  STATE/COUNTY-  MN/HUBBARD
 DJ9401  COUNTRY     -  US
 DJ9401  USGS QUAD   -  GUTHRIE (2019)
 DJ9401
 DJ9401                         *CURRENT SURVEY CONTROL
 DJ9401  ______________________________________________________________________
 DJ9401* NAD 83(1986) POSITION- 47 20 17.41   (N) 094 51 45.66   (W)   HD_HELD1
 DJ9401* NAVD 88 ORTHO HEIGHT -   460.337 (meters)     1510.29  (feet) ADJUSTED
 DJ9401  ______________________________________________________________________
 DJ9401  GEOID HEIGHT    -        -27.961 (meters)                     GEOID18
 DJ9401  DYNAMIC HEIGHT  -        460.377 (meters)     1510.42  (feet) COMP
 DJ9401  MODELED GRAVITY -    980,685.5   (mgal)                       NAVD 88
 DJ9401
 DJ9401  VERT ORDER      -  SECOND    CLASS I
 DJ9401
 DJ9401.The horizontal coordinates were determined by differentially corrected
 DJ9401.hand held GPS observations or other comparable positioning techniques
 DJ9401.and have an estimated accuracy of +/- 3 meters.
 DJ9401
 DJ9401.The orthometric height was determined by differential leveling and
 DJ9401.adjusted by the NATIONAL GEODETIC SURVEY
 DJ9401.in February 2020.
 DJ9401
 DJ9401.Significant digits in the geoid height do not necessarily reflect accuracy.
 DJ9401.GEOID18 height accuracy estimate available here.
 DJ9401
 DJ9401.Click photographs - Photos may exist for this station.
 DJ9401
 DJ9401.The dynamic height is computed by dividing the NAVD 88
 DJ9401.geopotential number by the normal gravity value computed on the
 DJ9401.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ9401.degrees latitude (g = 980.6199 gals.).
 DJ9401
 DJ9401.The modeled gravity was interpolated from observed gravity values.
 DJ9401
 DJ9401;                    North         East    Units  Estimated Accuracy
 DJ9401;SPC MN C     -   360,076.2     753,693.5     MT  (+/- 3 meters HH1 GPS) 
 DJ9401
 DJ9401_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUN5928644427(NAD 83)
 DJ9401
 DJ9401                          SUPERSEDED SURVEY CONTROL
 DJ9401
 DJ9401  NAVD 88 (08/26/19)  460.335  (m)         1510.28   (f) SUPERSEDED  2 1
 DJ9401  NAVD 88 (07/14/08)  460.331  (m)         1510.27   (f) SUPERSEDED  2 1
 DJ9401
 DJ9401.Superseded values are not recommended for survey control.
 DJ9401
 DJ9401.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ9401.See file dsdata.pdf to determine how the superseded data were derived.
 DJ9401
 DJ9401_MARKER: DB = BENCH MARK DISK
 DJ9401_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 DJ9401_STAMPING: 2907 D 1962
 DJ9401_MARK LOGO: MNHD
 DJ9401_PROJECTION: RECESSED 3 CENTIMETERS
 DJ9401_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DJ9401_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DJ9401_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DJ9401+SATELLITE: SATELLITE OBSERVATIONS - August 19, 2002
 DJ9401
 DJ9401  HISTORY     - Date     Condition        Report By
 DJ9401  HISTORY     - 1962     MONUMENTED       MNHD
 DJ9401  HISTORY     - 20020819 GOOD             MNDT
 DJ9401
 DJ9401                          STATION DESCRIPTION
 DJ9401
 DJ9401'DESCRIBED BY MN DEPT OF TRANSP 2002 (WAS)
 DJ9401'THE MARK IS 8.1 MI (13.0 KM) SOUTH OF SOUTH JUNCTION OF TH 71 AND TH 2
 DJ9401'IN BEMIDJI, AT THE SOUTHEAST CORNER OF THE JUNCTION OF TH 71 AND
 DJ9401'TOWNSHIP CROSSROAD, 75 FT (22.9 M) EAST OF TH 71, AT TH 71 MILEPOST
 DJ9401'301.88, 50 FT (15.2 M) SOUTH OF TOWNSHIP ROAD, 0.4 FT (12.2 CM) WEST
 DJ9401'OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DJ9402 ***********************************************************************
 DJ9402  DESIGNATION -  2907 E
 DJ9402  PID         -  DJ9402
 DJ9402  STATE/COUNTY-  MN/HUBBARD
 DJ9402  COUNTRY     -  US
 DJ9402  USGS QUAD   -  GUTHRIE (2019)
 DJ9402
 DJ9402                         *CURRENT SURVEY CONTROL
 DJ9402  ______________________________________________________________________
 DJ9402* NAD 83(1986) POSITION- 47 19 09.79   (N) 094 52 02.84   (W)   HD_HELD1
 DJ9402* NAVD 88 ORTHO HEIGHT -   441.841 (meters)     1449.61  (feet) ADJUSTED
 DJ9402  ______________________________________________________________________
 DJ9402  GEOID HEIGHT    -        -27.919 (meters)                     GEOID18
 DJ9402  DYNAMIC HEIGHT  -        441.879 (meters)     1449.73  (feet) COMP
 DJ9402  MODELED GRAVITY -    980,685.8   (mgal)                       NAVD 88
 DJ9402
 DJ9402  VERT ORDER      -  SECOND    CLASS I
 DJ9402
 DJ9402.The horizontal coordinates were determined by differentially corrected
 DJ9402.hand held GPS observations or other comparable positioning techniques
 DJ9402.and have an estimated accuracy of +/- 3 meters.
 DJ9402
 DJ9402.The orthometric height was determined by differential leveling and
 DJ9402.adjusted by the NATIONAL GEODETIC SURVEY
 DJ9402.in February 2020.
 DJ9402
 DJ9402.Significant digits in the geoid height do not necessarily reflect accuracy.
 DJ9402.GEOID18 height accuracy estimate available here.
 DJ9402
 DJ9402.Click photographs - Photos may exist for this station.
 DJ9402
 DJ9402.The dynamic height is computed by dividing the NAVD 88
 DJ9402.geopotential number by the normal gravity value computed on the
 DJ9402.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ9402.degrees latitude (g = 980.6199 gals.).
 DJ9402
 DJ9402.The modeled gravity was interpolated from observed gravity values.
 DJ9402
 DJ9402;                    North         East    Units  Estimated Accuracy
 DJ9402;SPC MN C     -   357,990.6     753,316.6     MT  (+/- 3 meters HH1 GPS) 
 DJ9402
 DJ9402_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUN5887542348(NAD 83)
 DJ9402
 DJ9402                          SUPERSEDED SURVEY CONTROL
 DJ9402
 DJ9402  NAVD 88 (08/26/19)  441.840  (m)         1449.60   (f) SUPERSEDED  2 1
 DJ9402  NAVD 88 (07/14/08)  441.832  (m)         1449.58   (f) SUPERSEDED  2 1
 DJ9402
 DJ9402.Superseded values are not recommended for survey control.
 DJ9402
 DJ9402.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ9402.See file dsdata.pdf to determine how the superseded data were derived.
 DJ9402
 DJ9402_MARKER: DB = BENCH MARK DISK
 DJ9402_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 DJ9402_STAMPING: 2907 E 1962
 DJ9402_MARK LOGO: MNHD
 DJ9402_PROJECTION: RECESSED 5 CENTIMETERS
 DJ9402_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DJ9402_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DJ9402_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DJ9402+SATELLITE: SATELLITE OBSERVATIONS - June 13, 2023
 DJ9402
 DJ9402  HISTORY     - Date     Condition        Report By
 DJ9402  HISTORY     - 1962     MONUMENTED       MNHD
 DJ9402  HISTORY     - 20020819 GOOD             MNDT
 DJ9402  HISTORY     - 20230613 GOOD             MNDT
 DJ9402
 DJ9402                          STATION DESCRIPTION
 DJ9402
 DJ9402'DESCRIBED BY MN DEPT OF TRANSP 2002 (WAS)
 DJ9402'THE MARK IS 9.5 MI (15.3 KM) SOUTH OF SOUTH JUNCTION OF TH 71 AND TH 2
 DJ9402'IN BEMIDJI, 70 FT (21.3 M) EAST OF TH 71, AT TH 71 MILEPOST 300.54, 5
 DJ9402'FT (1.5 M) EAST OF EDGE OF THE WOODS, 0.4 FT (12.2 CM) WEST OF A
 DJ9402'WITNESS POST.
 DJ9402
 DJ9402                          STATION RECOVERY (2023)
 DJ9402
 DJ9402'RECOVERY NOTE BY MN DEPT OF TRANSP 2023 (AJH)
 DJ9402'10.5 MI (16.9 KM) SOUTH OF BEMIDJI, 9.5 MI (15.3 KM) SOUTH OF THE
 DJ9402'SOUTH JUNCTION OF TRUNK HIGHWAY 71 AND TRUNK HIGHWAY 2 IN BEMIDJI,
 DJ9402'70.0 FT (21.3 M) EAST OF TRUNK HIGHWAY 71, AT TRUNK HIGHWAY 71 MILE
 DJ9402'POINT 300.54, 5.0 FT (1.5 M) EAST OF THE EDGE OF A WOODS, 0.4 FT (12
 DJ9402'CM) WEST OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DE6286 ***********************************************************************
 DE6286  DESIGNATION -  2907 F
 DE6286  PID         -  DE6286
 DE6286  STATE/COUNTY-  MN/HUBBARD
 DE6286  COUNTRY     -  US
 DE6286  USGS QUAD   -  FRONTENAC LAKE (2019)
 DE6286
 DE6286                         *CURRENT SURVEY CONTROL
 DE6286  ______________________________________________________________________
 DE6286* NAD 83(2011) POSITION- 47 18 39.23276(N) 094 52 36.17938(W)   ADJUSTED
 DE6286* NAD 83(2011) ELLIP HT-   399.119 (meters)        (06/27/12)   ADJUSTED
 DE6286* NAD 83(2011) EPOCH   -  2010.00
 DE6286* NAVD 88 ORTHO HEIGHT -   427.021 (meters)     1400.98  (feet) ADJUSTED
 DE6286  ______________________________________________________________________
 DE6286  GEOID HEIGHT    -        -27.894 (meters)                     GEOID18
 DE6286  NAD 83(2011) X  -   -368,324.485 (meters)                     COMP
 DE6286  NAD 83(2011) Y  - -4,316,931.780 (meters)                     COMP
 DE6286  NAD 83(2011) Z  -  4,665,561.870 (meters)                     COMP
 DE6286  LAPLACE CORR    -         -2.48  (seconds)                    DEFLEC18
 DE6286  DYNAMIC HEIGHT  -        427.057 (meters)     1401.10  (feet) COMP
 DE6286  MODELED GRAVITY -    980,685.2   (mgal)                       NAVD 88
 DE6286
 DE6286  VERT ORDER      -  SECOND    CLASS I
 DE6286
 DE6286  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DE6286  Standards:
 DE6286         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DE6286            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DE6286  -------------------------------------------------------------------
 DE6286  NETWORK    0.49   0.69           0.22   0.18   0.35      0.04249436
 DE6286  -------------------------------------------------------------------
 DE6286  Click here for local accuracies and other accuracy information.
 DE6286
 DE6286.The horizontal coordinates were established by GPS observations
 DE6286.and adjusted by the National Geodetic Survey in June 2012.
 DE6286
 DE6286.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DE6286.been affixed to the stable North American tectonic plate. See 
 DE6286.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DE6286
 DE6286.The horizontal coordinates are valid at the epoch date displayed above
 DE6286.which is a decimal equivalence of Year/Month/Day.
 DE6286
 DE6286.The orthometric height was determined by differential leveling and
 DE6286.adjusted by the NATIONAL GEODETIC SURVEY
 DE6286.in February 2020.
 DE6286
 DE6286.Significant digits in the geoid height do not necessarily reflect accuracy.
 DE6286.GEOID18 height accuracy estimate available here.
 DE6286
 DE6286.Click photographs - Photos may exist for this station.
 DE6286
 DE6286.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DE6286
 DE6286.The Laplace correction was computed from DEFLEC18 derived deflections.
 DE6286
 DE6286.The ellipsoidal height was determined by GPS observations
 DE6286.and is referenced to NAD 83.
 DE6286
 DE6286.The dynamic height is computed by dividing the NAVD 88
 DE6286.geopotential number by the normal gravity value computed on the
 DE6286.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE6286.degrees latitude (g = 980.6199 gals.).
 DE6286
 DE6286.The modeled gravity was interpolated from observed gravity values.
 DE6286
 DE6286. The following values were computed from the NAD 83(2011) position.
 DE6286
 DE6286;                    North         East     Units Scale Factor Converg.
 DE6286;SPC MN C     -   357,052.382   752,608.945   MT  1.00006753   -0 27 12.1
 DE6286;SPC MN C     - 1,171,429.36  2,469,184.51   sFT  1.00006753   -0 27 12.1
 DE6286;UTM  15      - 5,241,421.882   358,153.307   MT  0.99984728   -1 22 46.9
 DE6286
 DE6286!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE6286!SPC MN C     -   0.99993744  x   1.00006753  =   1.00000497
 DE6286!UTM  15      -   0.99993744  x   0.99984728  =   0.99978473
 DE6286
 DE6286:                Primary Azimuth Mark                     Grid Az
 DE6286:SPC MN C     -  2907 G                                   180 54 36.9
 DE6286:UTM  15      -  2907 G                                   181 50 11.7
 DE6286
 DE6286_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUN5815341421(NAD 83)
 DE6286
 DE6286|---------------------------------------------------------------------|
 DE6286| PID    Reference Object                     Distance      Geod. Az  |
 DE6286|                                                           dddmmss.s |
 DE6286| DE6287 2907 G                              APPROX. 1.6 KM 1802724.8 |
 DE6286|---------------------------------------------------------------------|
 DE6286
 DE6286                          SUPERSEDED SURVEY CONTROL
 DE6286
 DE6286  NAD 83(2007)-  47 18 39.23274(N)    094 52 36.18025(W) AD(2002.00) 0
 DE6286  ELLIP H (02/10/07)  399.147  (m)                       GP(2002.00)    
 DE6286  NAD 83(1996)-  47 18 39.23255(N)    094 52 36.18021(W) AD(       ) 1
 DE6286  ELLIP H (07/08/02)  399.173  (m)                       GP(       ) 3 1
 DE6286  NAVD 88 (08/26/19)  427.020  (m)         1400.98   (f) SUPERSEDED  2 1
 DE6286  NAVD 88 (07/14/08)  427.011  (m)         1400.95   (f) SUPERSEDED  2 1
 DE6286  NAVD 88 (07/08/02)  427.0    (m)  GEOID99  model used  GPS OBS        
 DE6286
 DE6286.Superseded values are not recommended for survey control.
 DE6286
 DE6286.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE6286.See file dsdata.pdf to determine how the superseded data were derived.
 DE6286
 DE6286_MARKER: DB = BENCH MARK DISK
 DE6286_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 DE6286_STAMPING: 2907 F 1962
 DE6286_MARK LOGO: MNHD
 DE6286_PROJECTION: RECESSED 30 CENTIMETERS
 DE6286_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DE6286_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DE6286_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE6286+SATELLITE: SATELLITE OBSERVATIONS - June 13, 2023
 DE6286
 DE6286  HISTORY     - Date     Condition        Report By
 DE6286  HISTORY     - 1962     MONUMENTED       MNHD
 DE6286  HISTORY     - 19990401 GOOD             MNDT
 DE6286  HISTORY     - 20020819 GOOD             MNDT
 DE6286  HISTORY     - 20210713 GOOD             MNDT
 DE6286  HISTORY     - 20230613 GOOD             MNDT
 DE6286
 DE6286                          STATION DESCRIPTION
 DE6286
 DE6286'DESCRIBED BY MN DEPT OF TRANSP 1999 (DKH)
 DE6286'8.5 MI (13.7 KM) SOUTH ON TH 71 FROM SE JCT OF TH 71 AND TH 2 IN SE
 DE6286'PART OF BEMIDJI, 90 FT (27.4 M) WEST OF TH 71, AT TH 71 MP 299.80, 31
 DE6286'FT (9.4 M) SOUTH OF CO RD 118, 0.4 FT (12.2 CM) EAST OF WIT POST.
 DE6286'RECESSED 12 INCHES
 DE6286
 DE6286                          STATION RECOVERY (2002)
 DE6286
 DE6286'RECOVERY NOTE BY MN DEPT OF TRANSP 2002 (WAS)
 DE6286'RECOVERED AS DESCRIBED.
 DE6286
 DE6286                          STATION RECOVERY (2021)
 DE6286
 DE6286'RECOVERY NOTE BY MN DEPT OF TRANSP 2021 (TJD)
 DE6286'RECOVERED IN GOOD CONDITION.
 DE6286
 DE6286                          STATION RECOVERY (2023)
 DE6286
 DE6286'RECOVERY NOTE BY MN DEPT OF TRANSP 2023 (AJH)
 DE6286'11.5 MI (18.5 KM) SOUTH OF BEMIDJI, 8.5 MI (13.7 KM) SOUTH OF THE
 DE6286'SOUTH JUNCTION OF TRUNK HIGHWAY 71 AND TRUNK HIGHWAY 2 IN BEMIDJI, AT
 DE6286'THE SOUTHWEST CORNER OF THE JUNCTION OF TRUNK HIGHWAY 71 AND COUNTY
 DE6286'ROAD 118 WEST, 90.0 FT (27.4 M) WEST OF TRUNK HIGHWAY 71, AT TRUNK
 DE6286'HIGHWAY 71 MILE POINT 299.80, 31.0 FT (9.4 M) SOUTH OF COUNTY ROAD
 DE6286'118, 0.4 FT (12 CM) EAST OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DE6287 ***********************************************************************
 DE6287  DESIGNATION -  2907 G
 DE6287  PID         -  DE6287
 DE6287  STATE/COUNTY-  MN/HUBBARD
 DE6287  COUNTRY     -  US
 DE6287  USGS QUAD   -  FRONTENAC LAKE (2019)
 DE6287
 DE6287                         *CURRENT SURVEY CONTROL
 DE6287  ______________________________________________________________________
 DE6287* NAD 83(2011) POSITION- 47 17 46.88260(N) 094 52 36.79301(W)   ADJUSTED
 DE6287* NAD 83(2011) ELLIP HT-   405.447 (meters)        (06/27/12)   ADJUSTED
 DE6287* NAD 83(2011) EPOCH   -  2010.00
 DE6287* NAVD 88 ORTHO HEIGHT -   433.322 (meters)     1421.66  (feet) ADJUSTED
 DE6287  ______________________________________________________________________
 DE6287  GEOID HEIGHT    -        -27.861 (meters)                     GEOID18
 DE6287  NAD 83(2011) X  -   -368,438.714 (meters)                     COMP
 DE6287  NAD 83(2011) Y  - -4,318,118.939 (meters)                     COMP
 DE6287  NAD 83(2011) Z  -  4,664,470.145 (meters)                     COMP
 DE6287  LAPLACE CORR    -         -2.12  (seconds)                    DEFLEC18
 DE6287  DYNAMIC HEIGHT  -        433.359 (meters)     1421.78  (feet) COMP
 DE6287  MODELED GRAVITY -    980,685.8   (mgal)                       NAVD 88
 DE6287
 DE6287  VERT ORDER      -  SECOND    CLASS I
 DE6287
 DE6287  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DE6287  Standards:
 DE6287         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DE6287            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DE6287  -------------------------------------------------------------------
 DE6287  NETWORK    0.44   0.65           0.20   0.15   0.33      0.00452983
 DE6287  -------------------------------------------------------------------
 DE6287  Click here for local accuracies and other accuracy information.
 DE6287
 DE6287.The horizontal coordinates were established by GPS observations
 DE6287.and adjusted by the National Geodetic Survey in June 2012.
 DE6287
 DE6287.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DE6287.been affixed to the stable North American tectonic plate. See 
 DE6287.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DE6287
 DE6287.The horizontal coordinates are valid at the epoch date displayed above
 DE6287.which is a decimal equivalence of Year/Month/Day.
 DE6287
 DE6287.The orthometric height was determined by differential leveling and
 DE6287.adjusted by the NATIONAL GEODETIC SURVEY
 DE6287.in February 2020.
 DE6287
 DE6287.Significant digits in the geoid height do not necessarily reflect accuracy.
 DE6287.GEOID18 height accuracy estimate available here.
 DE6287
 DE6287.Click photographs - Photos may exist for this station.
 DE6287
 DE6287.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DE6287
 DE6287.The Laplace correction was computed from DEFLEC18 derived deflections.
 DE6287
 DE6287.The ellipsoidal height was determined by GPS observations
 DE6287.and is referenced to NAD 83.
 DE6287
 DE6287.The dynamic height is computed by dividing the NAVD 88
 DE6287.geopotential number by the normal gravity value computed on the
 DE6287.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE6287.degrees latitude (g = 980.6199 gals.).
 DE6287
 DE6287.The modeled gravity was interpolated from observed gravity values.
 DE6287
 DE6287. The following values were computed from the NAD 83(2011) position.
 DE6287
 DE6287;                    North         East     Units Scale Factor Converg.
 DE6287;SPC MN C     -   355,435.729   752,583.259   MT  1.00006321   -0 27 12.5
 DE6287;SPC MN C     - 1,166,125.39  2,469,100.24   sFT  1.00006321   -0 27 12.5
 DE6287;UTM  15      - 5,239,806.207   358,101.504   MT  0.99984746   -1 22 46.2
 DE6287
 DE6287!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE6287!SPC MN C     -   0.99993645  x   1.00006321  =   0.99999966
 DE6287!UTM  15      -   0.99993645  x   0.99984746  =   0.99978392
 DE6287
 DE6287:                Primary Azimuth Mark                     Grid Az
 DE6287:SPC MN C     -  2907 F                                   000 54 36.8
 DE6287:UTM  15      -  2907 F                                   001 50 10.5
 DE6287
 DE6287_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUN5810139806(NAD 83)
 DE6287
 DE6287|---------------------------------------------------------------------|
 DE6287| PID    Reference Object                     Distance      Geod. Az  |
 DE6287|                                                           dddmmss.s |
 DE6287| DE6286 2907 F                              APPROX. 1.6 KM 0002724.3 |
 DE6287|---------------------------------------------------------------------|
 DE6287
 DE6287                          SUPERSEDED SURVEY CONTROL
 DE6287
 DE6287  NAD 83(2007)-  47 17 46.88259(N)    094 52 36.79388(W) AD(2002.00) 0
 DE6287  ELLIP H (02/10/07)  405.475  (m)                       GP(2002.00)    
 DE6287  NAD 83(1996)-  47 17 46.88240(N)    094 52 36.79384(W) AD(       ) 1
 DE6287  ELLIP H (07/08/02)  405.497  (m)                       GP(       ) 3 1
 DE6287  NAVD 88 (08/26/19)  433.320  (m)         1421.65   (f) SUPERSEDED  2 1
 DE6287  NAVD 88 (07/14/08)  433.310  (m)         1421.62   (f) SUPERSEDED  2 1
 DE6287  NAVD 88 (07/08/02)  433.3    (m)  GEOID99  model used  GPS OBS        
 DE6287
 DE6287.Superseded values are not recommended for survey control.
 DE6287
 DE6287.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE6287.See file dsdata.pdf to determine how the superseded data were derived.
 DE6287
 DE6287_MARKER: DB = BENCH MARK DISK
 DE6287_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 DE6287_STAMPING: 2907 G 1962
 DE6287_MARK LOGO: MNHD
 DE6287_PROJECTION: RECESSED 5 CENTIMETERS
 DE6287_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DE6287_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DE6287_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE6287+SATELLITE: SATELLITE OBSERVATIONS - June 13, 2023
 DE6287
 DE6287  HISTORY     - Date     Condition        Report By
 DE6287  HISTORY     - 1962     MONUMENTED       MNHD
 DE6287  HISTORY     - 19990401 GOOD             MNDT
 DE6287  HISTORY     - 20020819 GOOD             MNDT
 DE6287  HISTORY     - 20210713 GOOD             MNDT
 DE6287  HISTORY     - 20230613 GOOD             MNDT
 DE6287
 DE6287                          STATION DESCRIPTION
 DE6287
 DE6287'DESCRIBED BY MN DEPT OF TRANSP 1999 (DKH)
 DE6287'10.1 MI (16.3 KM) SOUTH ON TH 71 FROM SE JCT OF TH 71 AND TH 2 IN SE
 DE6287'PART OF BEMIDJI, AT SW COR OF JCT OF TH 71, CO RD 16 EAST AND TWP RD
 DE6287'WEST, 74 FT (22.6 M) WEST OF TH 71, AT TH 71 MP 298.20, 60 FT (18.3 M)
 DE6287'SOUTH OF TWP RD, 0.4 FT (12.2 CM) WEST OF WIT POST. RECESSED 2 INCHES
 DE6287
 DE6287                          STATION RECOVERY (2002)
 DE6287
 DE6287'RECOVERY NOTE BY MN DEPT OF TRANSP 2002 (WAS)
 DE6287'RECOVERED IN GOOD CONDITION.  THE MARK IS AT TH 71 MILEPOST 298.80,
 DE6287'0.3 FT (9.1 CM) EAST OF A WITNESS POST.
 DE6287
 DE6287                          STATION RECOVERY (2021)
 DE6287
 DE6287'RECOVERY NOTE BY MN DEPT OF TRANSP 2021 (TJD)
 DE6287'RECOVERED IN GOOD CONDITION.
 DE6287
 DE6287                          STATION RECOVERY (2023)
 DE6287
 DE6287'RECOVERY NOTE BY MN DEPT OF TRANSP 2023 (AJH)
 DE6287'12.5 MI (20.1 KM) SOUTH OF BEMIDJI, 10.1 MI (16.3 KM) SOUTH OF THE
 DE6287'SOUTH JUNCTION OF TRUNK HIGHWAY 71 AND TRUNK HIGHWAY 2 IN BEMIDJI, AT
 DE6287'THE SOUTHWEST CORNER OF THE JUNCTION OF TRUNK HIGHWAY 71/COUNTY ROAD
 DE6287'16 AND A TOWNSHIP ROAD (WEST), 74.0 FT (22.6 M) WEST OF TRUNK HIGHWAY
 DE6287'71, AT TRUNK HIGHWAY 71 MILE POINT 298.80, 60.0 FT (18.3 M) SOUTH OF A
 DE6287'TOWNSHIP ROAD, 0.3 FT (9 CM) EAST OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DJ9403 ***********************************************************************
 DJ9403  DESIGNATION -  2907 H
 DJ9403  PID         -  DJ9403
 DJ9403  STATE/COUNTY-  MN/HUBBARD
 DJ9403  COUNTRY     -  US
 DJ9403  USGS QUAD   -  FRONTENAC LAKE (2019)
 DJ9403
 DJ9403                         *CURRENT SURVEY CONTROL
 DJ9403  ______________________________________________________________________
 DJ9403* NAD 83(1986) POSITION- 47 15 58.32   (N) 094 52 36.81   (W)   HD_HELD1
 DJ9403* NAVD 88 ORTHO HEIGHT -   451.245 (meters)     1480.46  (feet) ADJUSTED
 DJ9403  ______________________________________________________________________
 DJ9403  GEOID HEIGHT    -        -27.788 (meters)                     GEOID18
 DJ9403  DYNAMIC HEIGHT  -        451.285 (meters)     1480.59  (feet) COMP
 DJ9403  MODELED GRAVITY -    980,687.1   (mgal)                       NAVD 88
 DJ9403
 DJ9403  VERT ORDER      -  SECOND    CLASS I
 DJ9403
 DJ9403.The horizontal coordinates were determined by differentially corrected
 DJ9403.hand held GPS observations or other comparable positioning techniques
 DJ9403.and have an estimated accuracy of +/- 3 meters.
 DJ9403
 DJ9403.The orthometric height was determined by differential leveling and
 DJ9403.adjusted by the NATIONAL GEODETIC SURVEY
 DJ9403.in February 2020.
 DJ9403
 DJ9403.Significant digits in the geoid height do not necessarily reflect accuracy.
 DJ9403.GEOID18 height accuracy estimate available here.
 DJ9403
 DJ9403.Click photographs - Photos may exist for this station.
 DJ9403
 DJ9403.The dynamic height is computed by dividing the NAVD 88
 DJ9403.geopotential number by the normal gravity value computed on the
 DJ9403.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ9403.degrees latitude (g = 980.6199 gals.).
 DJ9403
 DJ9403.The modeled gravity was interpolated from observed gravity values.
 DJ9403
 DJ9403;                    North         East    Units  Estimated Accuracy
 DJ9403;SPC MN C     -   352,083.0     752,556.4     MT  (+/- 3 meters HH1 GPS) 
 DJ9403
 DJ9403_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUN5802036455(NAD 83)
 DJ9403
 DJ9403                          SUPERSEDED SURVEY CONTROL
 DJ9403
 DJ9403  NAVD 88 (08/26/19)  451.241  (m)         1480.45   (f) SUPERSEDED  2 1
 DJ9403  NAVD 88 (07/14/08)  451.232  (m)         1480.42   (f) SUPERSEDED  2 1
 DJ9403
 DJ9403.Superseded values are not recommended for survey control.
 DJ9403
 DJ9403.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ9403.See file dsdata.pdf to determine how the superseded data were derived.
 DJ9403
 DJ9403_MARKER: DB = BENCH MARK DISK
 DJ9403_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 DJ9403_STAMPING: 2907 H 1962
 DJ9403_MARK LOGO: MNHD
 DJ9403_PROJECTION: RECESSED 5 CENTIMETERS
 DJ9403_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DJ9403_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DJ9403_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DJ9403+SATELLITE: SATELLITE OBSERVATIONS - June 14, 2023
 DJ9403
 DJ9403  HISTORY     - Date     Condition        Report By
 DJ9403  HISTORY     - 19620401 MONUMENTED       MNHD
 DJ9403  HISTORY     - 20020819 GOOD             MNDT
 DJ9403  HISTORY     - 20130801 GOOD             MNDT
 DJ9403  HISTORY     - 20230614 GOOD             MNDT
 DJ9403
 DJ9403                          STATION DESCRIPTION
 DJ9403
 DJ9403'DESCRIBED BY MN DEPT OF TRANSP 2002 (WAS)
 DJ9403'THE MARK IS 13.3 MI (21.4 KM) SOUTH OF SOUTH JUNCTION OF TH 71 AND TH
 DJ9403'2 IN BEMIDJI, 510 FT (155.4 M) SOUTH OF THE JUNCTION OF TH 71 AND
 DJ9403'COUNTY ROAD 44, 71 FT (21.6 M) WEST OF TH 71, AT TH 71 MILEPOST
 DJ9403'296.73, IN FRONT YARD OF THE FORESTRY DEPARTMENT HOUSE, 0.3 FT (9.1
 DJ9403'CM) EAST OF A WITNESS POST.
 DJ9403
 DJ9403                          STATION RECOVERY (2013)
 DJ9403
 DJ9403'RECOVERY NOTE BY MN DEPT OF TRANSP 2013 (KMS)
 DJ9403'THE STATION IS LOCATED ABOUT 7.1 MI (11.4 KM) NORTHEAST OF LAKE
 DJ9403'GEORGE, 6.8 MI (10.9 KM) WEST-NORTHWEST OF LAPORTE AND 4.7 MI (7.6 KM)
 DJ9403'WEST-SOUTHWEST OF GUTHRIE.
 DJ9403'
 DJ9403'TO REACH THE MARK GO 13.3 MI (21.4 KM) SOUTH ALONG TRUNK HIGHWAY 71
 DJ9403'FROM THE SOUTH JUNCTION OF TRUNK HIGHWAY 71 AND TRUNK HIGHWAY 2 INCH
 DJ9403'(5 CM) BEMIDJI.
 DJ9403'
 DJ9403'THE MARK IS LOCATED 510 FT (155.4 M) SOUTH OF THE JUNCTION OF TRUNK
 DJ9403'HIGHWAY 71 AND COUNTY ROAD 44, 71 FT (21.6 M) WEST OF TRUNK HIGHWAY
 DJ9403'71, AT TRUNK HIGHWAY 71 MILE POINT 296.73, INCH (754 CM) FRONT YARD OF
 DJ9403'FORESTRY DEPARTMENT HOUSE, 0.3 FT (9 CM) EAST OF A WITNESS POST.
 DJ9403
 DJ9403                          STATION RECOVERY (2023)
 DJ9403
 DJ9403'RECOVERY NOTE BY MN DEPT OF TRANSP 2023 (AJH)
 DJ9403'14.5 MI (23.3 KM) SOUTH OF BEMIDJI, 13.3 MI (21.4 KM) SOUTH ALONG
 DJ9403'TRUNK HIGHWAY 71 FROM THE SOUTH JUNCTION OF TRUNK HIGHWAY 71 AND TRUNK
 DJ9403'HIGHWAY 2 IN BEMIDJI, 510.0 FT (155.4 M) SOUTH OF THE JUNCTION OF
 DJ9403'TRUNK HIGHWAY 71 AND COUNTY ROAD 44, 71.0 FT (21.6 M) WEST OF TRUNK
 DJ9403'HIGHWAY 71, AT TRUNK HIGHWAY 71 MILE POINT 296.73, IN THE FRONT YARD
 DJ9403'OF THE FORESTRY DEPARTMENT HOUSE, 0.3 FT (9 CM) EAST OF A WITNESS
 DJ9403'POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 SK0264 ***********************************************************************
 SK0264  DESIGNATION -  2907 I
 SK0264  PID         -  SK0264
 SK0264  STATE/COUNTY-  MN/HUBBARD
 SK0264  COUNTRY     -  US
 SK0264  USGS QUAD   -  LAKE GEORGE (2019)
 SK0264
 SK0264                         *CURRENT SURVEY CONTROL
 SK0264  ______________________________________________________________________
 SK0264* NAD 83(2011) POSITION- 47 14 27.49991(N) 094 52 35.51935(W)   ADJUSTED
 SK0264* NAD 83(2011) ELLIP HT-   386.707 (meters)        (06/27/12)   ADJUSTED
 SK0264* NAD 83(2011) EPOCH   -  2010.00
 SK0264* NAVD 88 ORTHO HEIGHT -   414.453 (meters)     1359.75  (feet) ADJUSTED
 SK0264  ______________________________________________________________________
 SK0264  GEOID HEIGHT    -        -27.729 (meters)                     GEOID18
 SK0264  NAD 83(2011) X  -   -368,795.477 (meters)                     COMP
 SK0264  NAD 83(2011) Y  - -4,322,615.319 (meters)                     COMP
 SK0264  NAD 83(2011) Z  -  4,660,277.956 (meters)                     COMP
 SK0264  LAPLACE CORR    -         -2.92  (seconds)                    DEFLEC18
 SK0264  DYNAMIC HEIGHT  -        414.490 (meters)     1359.87  (feet) COMP
 SK0264  MODELED GRAVITY -    980,689.3   (mgal)                       NAVD 88
 SK0264
 SK0264  VERT ORDER      -  SECOND    CLASS I
 SK0264
 SK0264  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 SK0264  Standards:
 SK0264         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 SK0264            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 SK0264  -------------------------------------------------------------------
 SK0264  NETWORK    0.33   0.47           0.15   0.12   0.24      0.01695664
 SK0264  -------------------------------------------------------------------
 SK0264  Click here for local accuracies and other accuracy information.
 SK0264
 SK0264.The horizontal coordinates were established by GPS observations
 SK0264.and adjusted by the National Geodetic Survey in June 2012.
 SK0264
 SK0264.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 SK0264.been affixed to the stable North American tectonic plate. See 
 SK0264.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 SK0264
 SK0264.The horizontal coordinates are valid at the epoch date displayed above
 SK0264.which is a decimal equivalence of Year/Month/Day.
 SK0264
 SK0264.The orthometric height was determined by differential leveling and
 SK0264.adjusted by the NATIONAL GEODETIC SURVEY
 SK0264.in February 2020.
 SK0264
 SK0264.Significant digits in the geoid height do not necessarily reflect accuracy.
 SK0264.GEOID18 height accuracy estimate available here.
 SK0264
 SK0264.Click photographs - Photos may exist for this station.
 SK0264
 SK0264.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 SK0264
 SK0264.The Laplace correction was computed from DEFLEC18 derived deflections.
 SK0264
 SK0264.The ellipsoidal height was determined by GPS observations
 SK0264.and is referenced to NAD 83.
 SK0264
 SK0264.The dynamic height is computed by dividing the NAVD 88
 SK0264.geopotential number by the normal gravity value computed on the
 SK0264.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SK0264.degrees latitude (g = 980.6199 gals.).
 SK0264
 SK0264.The modeled gravity was interpolated from observed gravity values.
 SK0264
 SK0264. The following values were computed from the NAD 83(2011) position.
 SK0264
 SK0264;                    North         East     Units Scale Factor Converg.
 SK0264;SPC MN C     -   349,277.985   752,561.310   MT  1.00004737   -0 27 11.6
 SK0264;SPC MN C     - 1,145,922.86  2,469,028.23   sFT  1.00004737   -0 27 11.6
 SK0264;UTM  15      - 5,233,650.899   357,980.132   MT  0.99984788   -1 22 40.8
 SK0264
 SK0264!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SK0264!SPC MN C     -   0.99993939  x   1.00004737  =   0.99998676
 SK0264!UTM  15      -   0.99993939  x   0.99984788  =   0.99978728
 SK0264
 SK0264_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUN5798033650(NAD 83)
 SK0264
 SK0264                          SUPERSEDED SURVEY CONTROL
 SK0264
 SK0264  NAD 83(2007)-  47 14 27.49992(N)    094 52 35.52023(W) AD(2002.00) 0
 SK0264  ELLIP H (02/10/07)  386.735  (m)                       GP(2002.00)    
 SK0264  NAD 83(1996)-  47 14 27.49973(N)    094 52 35.52019(W) AD(       ) 1
 SK0264  ELLIP H (07/08/02)  386.754  (m)                       GP(       ) 3 1
 SK0264  NAVD 88 (08/26/19)  414.450  (m)         1359.74   (f) SUPERSEDED  2 1
 SK0264  NAVD 88             414.44   (m)         1359.7    (f) LEVELING    3  
 SK0264  NAVD 88 (06/15/91)  414.439  (m)         1359.71   (f) SUPERSEDED  2 1
 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
 SK0264.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SK0264.See file dsdata.pdf to determine how the superseded data were derived.
 SK0264
 SK0264_MARKER: DB = BENCH MARK DISK
 SK0264_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 SK0264_SP_SET: BOX CULVERT
 SK0264_STAMPING: 2907-I 1962
 SK0264_MARK LOGO: MNHD
 SK0264_MAGNETIC: N = NO MAGNETIC MATERIAL
 SK0264_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SK0264+STABILITY: SURFACE MOTION
 SK0264_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 SK0264+SATELLITE: SATELLITE OBSERVATIONS - August 01, 2013
 SK0264
 SK0264  HISTORY     - Date     Condition        Report By
 SK0264  HISTORY     - 19620401 MONUMENTED       MNHD
 SK0264  HISTORY     - 1972     GOOD             MNDT
 SK0264  HISTORY     - 1980     GOOD             MNDT
 SK0264  HISTORY     - 19990401 GOOD             MNDT
 SK0264  HISTORY     - 20020903 GOOD             MNDT
 SK0264  HISTORY     - 20130801 GOOD             MNDT
 SK0264
 SK0264                          STATION DESCRIPTION
 SK0264
 SK0264'DESCRIBED BY MN DEPT OF TRANSP 1972
 SK0264'15.5 MI S FROM BEMIDJI.
 SK0264'MARK IS LOCATED 15.5 MILES SOUTH ALONG T.H. 71 FROM THE JUNCTION OF
 SK0264'T.H. 71 AND T.H. 2 IN BEMIDJI, 0.45 MILES NORTH OF THE JUNCTION OF
 SK0264'T.H. 71 AND T.H. 200 (KABEKONA CORNERS), 38 FEET EAST OF, AND 5 FEET
 SK0264'LOWER THAN THE CENTERLINE OF T.H. 71 AT MILE POINT 295, 66.4 FEET
 SK0264'SOUTHEAST OF MILE POST NO. 295, IN THE SOUTHEAST CORNER OF A DOUBLE
 SK0264'BOX (8 BY 22 FEET) CULVERT NO. 4577, UNDER T.H. 71 AT THE KABEKONA
 SK0264'RIVER.  SW 1/4 SECTION 33, T 144, R 33.
 SK0264
 SK0264                          STATION RECOVERY (1980)
 SK0264
 SK0264'RECOVERY NOTE BY MN DEPT OF TRANSP 1980
 SK0264'APPROXIMATELY 15.01 MILES SOUTH ALONG T.H. 71 FROM SOUTH JCT. T.H. 2
 SK0264'AND 71 IN BEMIDJI TO ENGINEERS STATION 798 & 04 AND/OR M.P. 294.99.
 SK0264'THE MARK IS LOCATED IN THE SOUTHEAST CORNER OF THE HEADWALL OF BRIDGE
 SK0264'4577 A W 10 8 D BOX OVER KABEKONA RIVER. IT IS 40 FEET EAST OF T.H.
 SK0264'71 AND IS A STANDARD DISK DRILLED INTO THE HEADWALL. THIS MARK IS
 SK0264'ALSO 0.30 MILES NORTH OF EAST JCT. T.H. 200 AND 71.
 SK0264
 SK0264                          STATION RECOVERY (1999)
 SK0264
 SK0264'RECOVERY NOTE BY MN DEPT OF TRANSP 1999 (DKH)
 SK0264'THE MARK WAS RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.
 SK0264'THE MARK IS LOCATED ABOUT 13.3 MI (21.4 KM) SOUTH ON TH 71 FROM SE JCT
 SK0264'OF TH 71 AND TH 2 IN SE PART OF BEMIDJI, IN SE HEADWALL OF TH 71
 SK0264'DOUBLE BOX CULVERT NO 4577 AT KABEKONA RIVER, 40 FT (12.2 M) EAST OF
 SK0264'TH 71, AT TH 71 MP 294.99, 0.3 MI (0.5 KM) NORTH OF JCT OF TH 71 AND
 SK0264'TH 200.
 SK0264
 SK0264                          STATION RECOVERY (2002)
 SK0264
 SK0264'RECOVERY NOTE BY MN DEPT OF TRANSP 2002 (WAS)
 SK0264'RECOVERED AS DESCRIBED.
 SK0264
 SK0264                          STATION RECOVERY (2013)
 SK0264
 SK0264'RECOVERY NOTE BY MN DEPT OF TRANSP 2013 (KMS)
 SK0264'THE STATION IS LOCATED ABOUT 6.2 MI (10.0 KM) EAST-NORTHEAST OF LAKE
 SK0264'GEORGE, 6.1 MI (9.8 KM) WEST-NORTHWEST OF LAPORTE AND 5.7 MI (9.2 KM)
 SK0264'SOUTHWEST OF GUTHRIE.
 SK0264'
 SK0264'TO REACH THE MARK GO 13.3 MI (21.4 KM) SOUTH OF SOUTH JUNCTION OF
 SK0264'TRUNK HIGHWAY 71 AND TRUNK HIGHWAY 2 INCH (5 CM) BEMIDJI, IN SOUTHEAST
 SK0264'HEADWALL OF TRUNK HIGHWAY 71 DOUBLE BOX CULVERT NUMBER 4577 OVER
 SK0264'KABEKONA CREEK, AT TRUNK HIGHWAY 71 MILE POINT 294.99.
 SK0264'
 SK0264'THE MARK IS LOCATED 40 FT (12.2 M) EAST OF TRUNK HIGHWAY 71, 0.4 MI
 SK0264'(0.6 KM) NORTH OF THE JUNCTION OF TRUNK HIGHWAY 71 AND TRUNK HIGHWAY
 SK0264'200.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DP4420 ***********************************************************************
 DP4420  DESIGNATION -  2907 J RESET
 DP4420  PID         -  DP4420
 DP4420  STATE/COUNTY-  MN/HUBBARD
 DP4420  COUNTRY     -  US
 DP4420  USGS QUAD   -  FRONTENAC LAKE (2019)
 DP4420
 DP4420                         *CURRENT SURVEY CONTROL
 DP4420  ______________________________________________________________________
 DP4420* NAD 83(1986) POSITION- 47 15 19.47   (N) 094 52 36.80   (W)   HD_HELD1
 DP4420* NAVD 88 ORTHO HEIGHT -   420.283 (meters)     1378.88  (feet) ADJUSTED
 DP4420  ______________________________________________________________________
 DP4420  GEOID HEIGHT    -        -27.764 (meters)                     GEOID18
 DP4420  DYNAMIC HEIGHT  -        420.320 (meters)     1379.00  (feet) COMP
 DP4420  MODELED GRAVITY -    980,687.8   (mgal)                       NAVD 88
 DP4420
 DP4420  VERT ORDER      -  SECOND    CLASS I
 DP4420
 DP4420.The horizontal coordinates were determined by differentially corrected
 DP4420.hand held GPS observations or other comparable positioning techniques
 DP4420.and have an estimated accuracy of +/- 3 meters.
 DP4420
 DP4420.The orthometric height was determined by differential leveling and
 DP4420.adjusted by the NATIONAL GEODETIC SURVEY
 DP4420.in February 2020.
 DP4420
 DP4420.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP4420.GEOID18 height accuracy estimate available here.
 DP4420
 DP4420.Click photographs - Photos may exist for this station.
 DP4420
 DP4420.The dynamic height is computed by dividing the NAVD 88
 DP4420.geopotential number by the normal gravity value computed on the
 DP4420.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP4420.degrees latitude (g = 980.6199 gals.).
 DP4420
 DP4420.The modeled gravity was interpolated from observed gravity values.
 DP4420
 DP4420;                    North         East    Units  Estimated Accuracy
 DP4420;SPC MN C     -   350,883.2     752,547.1     MT  (+/- 3 meters HH1 GPS) 
 DP4420
 DP4420_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUN5799135255(NAD 83)
 DP4420
 DP4420                          SUPERSEDED SURVEY CONTROL
 DP4420
 DP4420  NAVD 88 (08/26/19)  420.280  (m)         1378.87   (f) SUPERSEDED  2 1
 DP4420  NAVD 88 (06/17/15)  420.270  (m)         1378.84   (f) SUPERSEDED  2 1
 DP4420
 DP4420.Superseded values are not recommended for survey control.
 DP4420
 DP4420.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DP4420.See file dsdata.pdf to determine how the superseded data were derived.
 DP4420
 DP4420_MARKER: I = METAL ROD
 DP4420_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DP4420_STAMPING: 2907 J RESET 2013
 DP4420_MARK LOGO: MNDT
 DP4420_PROJECTION: RECESSED 5 CENTIMETERS
 DP4420_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DP4420_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DP4420_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP4420+SATELLITE: SATELLITE OBSERVATIONS - June 14, 2023
 DP4420_ROD/PIPE-DEPTH: 5.2 meters
 DP4420
 DP4420  HISTORY     - Date     Condition        Report By
 DP4420  HISTORY     - 20130801 MONUMENTED       MNDT
 DP4420  HISTORY     - 20210713 GOOD             MNDT
 DP4420  HISTORY     - 20230614 GOOD             MNDT
 DP4420
 DP4420                          STATION DESCRIPTION
 DP4420
 DP4420'DESCRIBED BY MN DEPT OF TRANSP 2013
 DP4420'THE STATION IS LOCATED ABOUT 6.7 MI (10.8 KM) NORTHEAST OF LAKE
 DP4420'GEORGE, 6.5 MI (10.5 KM) WEST-NORTHWEST OF LAPORTE AND 5.1 MI (8.2 KM)
 DP4420'SOUTHWEST OF GUTHRIE.
 DP4420'
 DP4420'TO REACH THE MARK GO 1.45 MI (2.3 KM) NORTH ALONG TRUNK HIGHWAY 71
 DP4420'FROM THE JUNCTION OF TRUNK HIGHWAY 71 AND TRUNK HIGHWAY 200 INCH (508
 DP4420'CM) KABEKONA, AT TRUNK HIGHWAY 71 MILE POINT 296.0.
 DP4420'
 DP4420'THE MARK IS LOCATED 72.0 FT (21.9 M) WEST OF TRUNK HIGHWAY 71, 39.5 FT
 DP4420'(12.0 M) SOUTH OF DRIVEWAY NUMBER 41193, 6.3 FT (1.9 M) SOUTHEAST OF A
 DP4420'FENCE CORNER, 2.4 FT (0.7 M) EAST OF A WITNESS POST.
 DP4420'
 DP4420'NOTE - THE STATION MARK CONSISTS OF A 3/4 INCH (19 MM) DIAMETER
 DP4420'ALUMINUM ROD DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL MARK
 DP4420'REMOVABLE DISK SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY
 DP4420'A SIX-INCH PVC PIPE BACKFILLED WITH WASHED SAND.
 DP4420
 DP4420                          STATION RECOVERY (2021)
 DP4420
 DP4420'RECOVERY NOTE BY MN DEPT OF TRANSP 2021 (TJD)
 DP4420'RECOVERED IN GOOD CONDITION.
 DP4420
 DP4420                          STATION RECOVERY (2023)
 DP4420
 DP4420'RECOVERY NOTE BY MN DEPT OF TRANSP 2023 (AJH)
 DP4420'1.5 MI (2.4 KM) NORTH OF KABEKONA, 1.45 MI (2.33 KM) NORTH ALONG TRUNK
 DP4420'HIGHWAY 71 FROM THE JUNCTION OF TRUNK HIGHWAY 71 AND TRUNK HIGHWAY 200
 DP4420'IN KABEKONA, AT TRUNK HIGHWAY 71 MILEPOST 296.0, 72.0 FT (21.9 M) WEST
 DP4420'OF TRUNK HIGHWAY 71, 39.5 FT (12.0 M) SOUTH OF DRIVEWAY NUMBER 41193,
 DP4420'6.3 FT (1.9 M) SOUTHEAST OF A FENCE CORNER, 2.4 FT (0.7 M) EAST OF A
 DP4420'WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DP4419 ***********************************************************************
 DP4419  DESIGNATION -  2907 N
 DP4419  PID         -  DP4419
 DP4419  STATE/COUNTY-  MN/HUBBARD
 DP4419  COUNTRY     -  US
 DP4419  USGS QUAD   -  LAKE GEORGE (2019)
 DP4419
 DP4419                         *CURRENT SURVEY CONTROL
 DP4419  ______________________________________________________________________
 DP4419* NAD 83(1986) POSITION- 47 14 48.80   (N) 094 52 37.04   (W)   HD_HELD1
 DP4419* NAVD 88 ORTHO HEIGHT -   415.922 (meters)     1364.57  (feet) ADJUSTED
 DP4419  ______________________________________________________________________
 DP4419  GEOID HEIGHT    -        -27.744 (meters)                     GEOID18
 DP4419  DYNAMIC HEIGHT  -        415.959 (meters)     1364.69  (feet) COMP
 DP4419  MODELED GRAVITY -    980,688.5   (mgal)                       NAVD 88
 DP4419
 DP4419  VERT ORDER      -  SECOND    CLASS I
 DP4419
 DP4419.The horizontal coordinates were determined by differentially corrected
 DP4419.hand held GPS observations or other comparable positioning techniques
 DP4419.and have an estimated accuracy of +/- 3 meters.
 DP4419
 DP4419.The orthometric height was determined by differential leveling and
 DP4419.adjusted by the NATIONAL GEODETIC SURVEY
 DP4419.in February 2020.
 DP4419
 DP4419.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP4419.GEOID18 height accuracy estimate available here.
 DP4419
 DP4419.Click photographs - Photos may exist for this station.
 DP4419
 DP4419.The dynamic height is computed by dividing the NAVD 88
 DP4419.geopotential number by the normal gravity value computed on the
 DP4419.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP4419.degrees latitude (g = 980.6199 gals.).
 DP4419
 DP4419.The modeled gravity was interpolated from observed gravity values.
 DP4419
 DP4419;                    North         East    Units  Estimated Accuracy
 DP4419;SPC MN C     -   349,936.0     752,534.5     MT  (+/- 3 meters HH1 GPS) 
 DP4419
 DP4419_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUN5796334309(NAD 83)
 DP4419
 DP4419                          SUPERSEDED SURVEY CONTROL
 DP4419
 DP4419  NAVD 88 (08/26/19)  415.919  (m)         1364.56   (f) SUPERSEDED  2 1
 DP4419  NAVD 88 (06/17/15)  415.908  (m)         1364.52   (f) SUPERSEDED  2 1
 DP4419
 DP4419.Superseded values are not recommended for survey control.
 DP4419
 DP4419.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DP4419.See file dsdata.pdf to determine how the superseded data were derived.
 DP4419
 DP4419_MARKER: I = METAL ROD
 DP4419_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DP4419_STAMPING: 2907 N 2013
 DP4419_MARK LOGO: MNDT
 DP4419_PROJECTION: RECESSED 5 CENTIMETERS
 DP4419_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DP4419_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DP4419_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP4419+SATELLITE: SATELLITE OBSERVATIONS - June 14, 2023
 DP4419_ROD/PIPE-DEPTH: 9.8 meters
 DP4419
 DP4419  HISTORY     - Date     Condition        Report By
 DP4419  HISTORY     - 20130814 MONUMENTED       MNDT
 DP4419  HISTORY     - 20230614 GOOD             MNDT
 DP4419
 DP4419                          STATION DESCRIPTION
 DP4419
 DP4419'DESCRIBED BY MN DEPT OF TRANSP 2013
 DP4419'THE STATION IS LOCATED ABOUT 6.3 MI (10.1 KM) EAST-NORTHEAST OF LAKE
 DP4419'GEORGE, 6.2 MI (10.0 KM) WEST-NORTHWEST OF LAPORTE AND 5.5 MI (8.8 KM)
 DP4419'SOUTHWEST OF GUTHRIE.
 DP4419'
 DP4419'TO REACH THE MARK GO 0.85 MI (1.4 KM) NORTH ALONG TRUNK HIGHWAY 71
 DP4419'FROM THE JUNCTION OF TRUNK HIGHWAY 71 AND TRUNK HIGHWAY 200 INCH (508
 DP4419'CM) KABEKONA, AT TRUNK HIGHWAY 71 MILE POINT 295.35.
 DP4419'
 DP4419'THE MARK IS LOCATED 69.2 FT (21.1 M) WEST OF TRUNK HIGHWAY 71, 24.2 FT
 DP4419'(7.4 M) NORTH OF THE NORTHEAST CORNER OF CABLE BOX, 1.5 FT (0.5 M)
 DP4419'EAST OF A WITNESS POST.
 DP4419'
 DP4419'NOTE - THE STATION MARK CONSISTS OF A 3/4 INCH (19 MM) DIAMETER
 DP4419'ALUMINUM ROD DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL MARK
 DP4419'REMOVABLE DISK SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY
 DP4419'A SIX-INCH PVC PIPE BACKFILLED WITH WASHED SAND.
 DP4419
 DP4419                          STATION RECOVERY (2023)
 DP4419
 DP4419'RECOVERY NOTE BY MN DEPT OF TRANSP 2023 (AJH)
 DP4419'1.0 MI (1.6 KM) NORTH OF KABEKONA, 0.85 MI (1.37 KM) NORTH ALONG TRUNK
 DP4419'HIGHWAY 71 FROM THE JUNCTION OF TRUNK HIGHWAY 71 AND TRUNK HIGHWAY 200
 DP4419'IN KABEKONA, AT TRUNK HIGHWAY 71 MILE POINT 295.35, 69.2 FT (21.1 M)
 DP4419'WEST OF TRUNK HIGHWAY 71, 24.2 FT (7.4 M) NORTH OF THE NORTHEAST
 DP4419'CORNER OF A CABLE BOX, 1.5 FT (0.5 M) EAST OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 SK0263 ***********************************************************************
 SK0263  DESIGNATION -  2908 A
 SK0263  PID         -  SK0263
 SK0263  STATE/COUNTY-  MN/HUBBARD
 SK0263  COUNTRY     -  US
 SK0263  USGS QUAD   -  LAKE GEORGE (2019)
 SK0263
 SK0263                         *CURRENT SURVEY CONTROL
 SK0263  ______________________________________________________________________
 SK0263* NAD 83(1986) POSITION- 47 14 03.11   (N) 094 52 37.82   (W)   HD_HELD1
 SK0263* NAVD 88 ORTHO HEIGHT -   418.767 (meters)     1373.90  (feet) ADJUSTED
 SK0263  ______________________________________________________________________
 SK0263  GEOID HEIGHT    -        -27.710 (meters)                     GEOID18
 SK0263  DYNAMIC HEIGHT  -        418.804 (meters)     1374.03  (feet) COMP
 SK0263  MODELED GRAVITY -    980,689.9   (mgal)                       NAVD 88
 SK0263
 SK0263  VERT ORDER      -  SECOND    CLASS I
 SK0263
 SK0263.The horizontal coordinates were determined by differentially corrected
 SK0263.hand held GPS observations or other comparable positioning techniques
 SK0263.and have an estimated accuracy of +/- 3 meters.
 SK0263
 SK0263.The orthometric height was determined by differential leveling and
 SK0263.adjusted by the NATIONAL GEODETIC SURVEY
 SK0263.in February 2020.
 SK0263
 SK0263.Significant digits in the geoid height do not necessarily reflect accuracy.
 SK0263.GEOID18 height accuracy estimate available here.
 SK0263
 SK0263.Click photographs - Photos may exist for this station.
 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     -   348,525.1     752,507.0     MT  (+/- 3 meters HH1 GPS) 
 SK0263
 SK0263_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUN5791332899(NAD 83)
 SK0263
 SK0263                          SUPERSEDED SURVEY CONTROL
 SK0263
 SK0263  NAVD 88 (08/26/19)  418.763  (m)         1373.89   (f) SUPERSEDED  2 1
 SK0263  NAVD 88 (06/15/91)  418.747  (m)         1373.84   (f) SUPERSEDED  2 1
 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
 SK0263.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SK0263.See file dsdata.pdf to determine how the superseded data were derived.
 SK0263
 SK0263_MARKER: DB = BENCH MARK DISK
 SK0263_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 SK0263_STAMPING: 2908-A 1972
 SK0263_MARK LOGO: MNHD
 SK0263_PROJECTION: FLUSH
 SK0263_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 SK0263_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SK0263_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 SK0263+SATELLITE: SATELLITE OBSERVATIONS - June 14, 2023
 SK0263
 SK0263  HISTORY     - Date     Condition        Report By
 SK0263  HISTORY     - 19720401 MONUMENTED       MNHD
 SK0263  HISTORY     - 19990401 GOOD             MNDT
 SK0263  HISTORY     - 20010501 GOOD             MNDT
 SK0263  HISTORY     - 20020819 GOOD             MNDT
 SK0263  HISTORY     - 20130731 GOOD             MNDT
 SK0263  HISTORY     - 20230614 GOOD             MNDT
 SK0263
 SK0263                          STATION DESCRIPTION
 SK0263
 SK0263'DESCRIBED BY MN HIGHWAY DEPT 1972
 SK0263'6 MI NNW FROM LAPORTE.
 SK0263'MARK IS LOCATED 6.1 MILES WEST ALONG T.H. 200 FROM THE JUNCTION OF
 SK0263'T.H. 200 AND THE BURLINGTON NORTHERN RAILROAD IN LAPORTE, 125 FEET
 SK0263'WEST OF, AND 4 FEET LOWER THAN THE CENTERLINE OF T.H. 200 AT MILE
 SK0263'POINT 105.1, 125 FEET SOUTH OF THE CENTERLINE OF T.H. 71 AT MILE POINT
 SK0263'294.5, 44 FEET SOUTHEAST OF A 24 INCH PINE TREE, 0.5 FEET EAST OF A
 SK0263'STEEL WITNESS POST, IN A 6 FOOT PRECAST CONCRETE MONUMENT PROJECTING 4
 SK0263'INCHES ABOVE GROUND.  NE 1/4 SECTION 5, T 143, R 33. NOTE-- THIS MARK
 SK0263'IS ALSO 6.4 MILES EAST ALONG T.H. 71 FROM THE JUNCTION OF T.H. 71 AND
 SK0263'COUNTY ROAD 4 AT LAKE GEORGE, AND 16 MILES SOUTH ALONG T.H. 71 FROM
 SK0263'THE JUNCTION OF T.H. 71 AND T.H. 2 IN BEMIDJI, AT A CROSSROADS KNOWN
 SK0263'AS KABEKONA CORNERS.
 SK0263
 SK0263                          STATION RECOVERY (1999)
 SK0263
 SK0263'RECOVERY NOTE BY MN DEPT OF TRANSP 1999 (DKH)
 SK0263'RECOVERED AS DESCRIBED.
 SK0263
 SK0263                          STATION RECOVERY (2001)
 SK0263
 SK0263'RECOVERY NOTE BY MN DEPT OF TRANSP 2001
 SK0263'RECOVERED IN GOOD CONDITION.
 SK0263
 SK0263                          STATION RECOVERY (2002)
 SK0263
 SK0263'RECOVERY NOTE BY MN DEPT OF TRANSP 2002 (WAS)
 SK0263'RECOVERED AS DESCRIBED.
 SK0263
 SK0263                          STATION RECOVERY (2013)
 SK0263
 SK0263'RECOVERY NOTE BY MN DEPT OF TRANSP 2013 (KMS)
 SK0263'THE STATION IS LOCATED ABOUT 6.1 MI (9.8 KM) SOUTHWEST OF GUTHRIE, 6.0
 SK0263'MI (9.7 KM) WEST-NORTHWEST OF LAPORTE AND 5.9 MI (9.5 KM)
 SK0263'EAST-NORTHEAST OF LAKE GEORGE.
 SK0263'
 SK0263'TO REACH THE MARK AT THE JUNCTION OF TRUNK HIGHWAY 200 AND TRUNK
 SK0263'HIGHWAY 71 INCH (180 CM) KABEKONA CORNERS.
 SK0263'
 SK0263'THE MARK IS LOCATED 137.0 FT (41.8 M) WEST OF TRUNK HIGHWAY 200, AT
 SK0263'TRUNK HIGHWAY 200 MILE POINT 105.15, 187 FT (57.0 M) SOUTH OF TRUNK
 SK0263'HIGHWAY 71/TRUNK HIGHWAY 200, 0.5 FT (15 CM) EAST OF A WITNESS POST.
 SK0263
 SK0263                          STATION RECOVERY (2023)
 SK0263
 SK0263'RECOVERY NOTE BY MN DEPT OF TRANSP 2023 (AJH)
 SK0263'IN KABEKONA, AT THE JUNCTION OF TRUNK HIGHWAY 200 AND TRUNK HIGHWAY 71
 SK0263'IN KABEKONA CORNERS, 137.0 FT (41.8 M) WEST OF TRUNK HIGHWAY 200, AT
 SK0263'TRUNK HIGHWAY 200 MILE POINT 105.15, 187.0 FT (57.0 M) SOUTH OF TRUNK
 SK0263'HIGHWAY 71/TRUNK HIGHWAY 200, 0.5 FT (15 CM) EAST OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DP4404 ***********************************************************************
 DP4404  DESIGNATION -  2908 AA
 DP4404  PID         -  DP4404
 DP4404  STATE/COUNTY-  MN/HUBBARD
 DP4404  COUNTRY     -  US
 DP4404  USGS QUAD   -  BENEDICT (2019)
 DP4404
 DP4404                         *CURRENT SURVEY CONTROL
 DP4404  ______________________________________________________________________
 DP4404* NAD 83(2011) POSITION- 47 10 28.49856(N) 094 42 37.20530(W)   ADJUSTED
 DP4404* NAD 83(2011) ELLIP HT-   369.516 (meters)        (04/18/18)   ADJUSTED
 DP4404* NAD 83(2011) EPOCH   -  2010.00
 DP4404* NAVD 88 ORTHO HEIGHT -   397.335 (meters)     1303.59  (feet) ADJUSTED
 DP4404  ______________________________________________________________________
 DP4404  GEOID HEIGHT    -        -27.799 (meters)                     GEOID18
 DP4404  NAD 83(2011) X  -   -356,699.134 (meters)                     COMP
 DP4404  NAD 83(2011) Y  - -4,329,053.497 (meters)                     COMP
 DP4404  NAD 83(2011) Z  -  4,655,250.945 (meters)                     COMP
 DP4404  LAPLACE CORR    -         -2.54  (seconds)                    DEFLEC18
 DP4404  DYNAMIC HEIGHT  -        397.372 (meters)     1303.71  (feet) COMP
 DP4404  MODELED GRAVITY -    980,692.8   (mgal)                       NAVD 88
 DP4404
 DP4404  VERT ORDER      -  SECOND    CLASS I
 DP4404
 DP4404  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DP4404  Standards:
 DP4404         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DP4404            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DP4404  -------------------------------------------------------------------
 DP4404  NETWORK    0.45   1.41           0.21   0.15   0.72      0.00058903
 DP4404  -------------------------------------------------------------------
 DP4404  Click here for local accuracies and other accuracy information.
 DP4404
 DP4404.The horizontal coordinates were established by GPS observations
 DP4404.and adjusted by the MN DEPT OF TRANSP in April 2018.
 DP4404
 DP4404.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DP4404.been affixed to the stable North American tectonic plate. See 
 DP4404.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DP4404
 DP4404.The horizontal coordinates are valid at the epoch date displayed above
 DP4404.which is a decimal equivalence of Year/Month/Day.
 DP4404
 DP4404.The orthometric height was determined by differential leveling and
 DP4404.adjusted by the NATIONAL GEODETIC SURVEY
 DP4404.in February 2020.
 DP4404
 DP4404.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP4404.GEOID18 height accuracy estimate available here.
 DP4404
 DP4404.Click photographs - Photos may exist for this station.
 DP4404
 DP4404.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DP4404
 DP4404.The Laplace correction was computed from DEFLEC18 derived deflections.
 DP4404
 DP4404.The ellipsoidal height was determined by GPS observations
 DP4404.and is referenced to NAD 83.
 DP4404
 DP4404.The dynamic height is computed by dividing the NAVD 88
 DP4404.geopotential number by the normal gravity value computed on the
 DP4404.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP4404.degrees latitude (g = 980.6199 gals.).
 DP4404
 DP4404.The modeled gravity was interpolated from observed gravity values.
 DP4404
 DP4404. The following values were computed from the NAD 83(2011) position.
 DP4404
 DP4404;                    North         East     Units Scale Factor Converg.
 DP4404;SPC MN C     -   341,810.667   765,102.147   MT  1.00002962   -0 19 58.8
 DP4404;SPC MN C     - 1,121,423.83  2,510,172.63   sFT  1.00002962   -0 19 58.8
 DP4404;UTM  15      - 5,225,984.121   370,396.404   MT  0.99980644   -1 15 16.5
 DP4404
 DP4404!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DP4404!SPC MN C     -   0.99994208  x   1.00002962  =   0.99997170
 DP4404!UTM  15      -   0.99994208  x   0.99980644  =   0.99974853
 DP4404
 DP4404_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUN7039625984(NAD 83)
 DP4404
 DP4404                          SUPERSEDED SURVEY CONTROL
 DP4404
 DP4404  NAVD 88 (08/26/19)  397.332  (m)         1303.58   (f) SUPERSEDED  2 1
 DP4404  NAVD 88 (06/17/15)  397.321  (m)         1303.54   (f) SUPERSEDED  2 1
 DP4404
 DP4404.Superseded values are not recommended for survey control.
 DP4404
 DP4404.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DP4404.See file dsdata.pdf to determine how the superseded data were derived.
 DP4404
 DP4404_MARKER: I = METAL ROD
 DP4404_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DP4404_STAMPING: 2908 AA 2013
 DP4404_MARK LOGO: MNDT
 DP4404_PROJECTION: RECESSED 5 CENTIMETERS
 DP4404_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DP4404_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DP4404_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP4404+SATELLITE: SATELLITE OBSERVATIONS - June 09, 2017
 DP4404_ROD/PIPE-DEPTH: 22.9 meters
 DP4404
 DP4404  HISTORY     - Date     Condition        Report By
 DP4404  HISTORY     - 20130814 MONUMENTED       MNDT
 DP4404  HISTORY     - 20170609 GOOD             MNDT
 DP4404
 DP4404                          STATION DESCRIPTION
 DP4404
 DP4404'DESCRIBED BY MN DEPT OF TRANSP 2013
 DP4404'THE STATION IS LOCATED ABOUT 7.7 MI (12.4 KM) NORTHWEST OF WALKER, 3.4
 DP4404'MI (5.5 KM) SOUTHEAST OF LAPORTE AND 1.5 MI (2.4 KM) NORTHWEST OF
 DP4404'BENEDICT.
 DP4404'
 DP4404'TO REACH THE MARK GO 3.35 MI (5.4 KM) SOUTHEAST ALONG TRUNK HIGHWAY
 DP4404'200 FROM THE JUNCTION OF TRUNK HIGHWAY 200 AND MAIN STREET IN LAPORTE,
 DP4404'AT TRUNK HIGHWAY 200 MILE POINT 115.25.
 DP4404'
 DP4404'THE MARK IS LOCATED 37.0 FT (11.3 M) NORTHEAST OF TRUNK HIGHWAY 200,
 DP4404'185.4 FT (56.5 M) NORTHWEST OF DRIVEWAY NUMBER 31354, 1.5 FT (0.5 M)
 DP4404'NORTHWEST OF A WITNESS POST.
 DP4404'
 DP4404'NOTE - THE STATION MARK CONSISTS OF A 3/4 INCH (19 MM) DIAMETER
 DP4404'ALUMINUM ROD DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL MARK
 DP4404'REMOVABLE DISK SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY
 DP4404'A SIX-INCH PVC PIPE BACKFILLED WITH WASHED SAND.
 DP4404
 DP4404                          STATION RECOVERY (2017)
 DP4404
 DP4404'RECOVERY NOTE BY MN DEPT OF TRANSP 2017 (DXW)
 DP4404'3.4 MILES SOUTHEAST OF LAPORTE, 3.35 MILES SOUTHEAST ALONG TRUNK
 DP4404'HIGHWAY 200 FROM THE JUNCTION OF TRUNK HIGHWAY 200 AND MAIN STREET IN
 DP4404'LAPORTE, AT TRUNK HIGHWAY 200 MILEPOINT 115.25, 37.0 FEET NORTHEAST OF
 DP4404'TRUNK HIGHWAY 200, 185.4 FEET NORTHWEST OF A DRIVEWAY NUMBER 31354,
 DP4404'1.5 FEET NORTHWEST OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DP4403 ***********************************************************************
 DP4403  DESIGNATION -  2908 AB
 DP4403  PID         -  DP4403
 DP4403  STATE/COUNTY-  MN/HUBBARD
 DP4403  COUNTRY     -  US
 DP4403  USGS QUAD   -  BENEDICT (2019)
 DP4403
 DP4403                         *CURRENT SURVEY CONTROL
 DP4403  ______________________________________________________________________
 DP4403* NAD 83(2011) POSITION- 47 09 25.49191(N) 094 41 22.04209(W)   ADJUSTED
 DP4403* NAD 83(2011) ELLIP HT-   372.279 (meters)        (04/18/18)   ADJUSTED
 DP4403* NAD 83(2011) EPOCH   -  2010.00
 DP4403* NAVD 88 ORTHO HEIGHT -   400.077 (meters)     1312.59  (feet) ADJUSTED
 DP4403  ______________________________________________________________________
 DP4403  GEOID HEIGHT    -        -27.789 (meters)                     GEOID18
 DP4403  NAD 83(2011) X  -   -355,238.410 (meters)                     COMP
 DP4403  NAD 83(2011) Y  - -4,330,607.237 (meters)                     COMP
 DP4403  NAD 83(2011) Z  -  4,653,930.019 (meters)                     COMP
 DP4403  LAPLACE CORR    -         -2.20  (seconds)                    DEFLEC18
 DP4403  DYNAMIC HEIGHT  -        400.113 (meters)     1312.70  (feet) COMP
 DP4403  MODELED GRAVITY -    980,691.3   (mgal)                       NAVD 88
 DP4403
 DP4403  VERT ORDER      -  SECOND    CLASS I
 DP4403
 DP4403  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DP4403  Standards:
 DP4403         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DP4403            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DP4403  -------------------------------------------------------------------
 DP4403  NETWORK    0.45   1.37           0.21   0.15   0.70     -0.00668915
 DP4403  -------------------------------------------------------------------
 DP4403  Click here for local accuracies and other accuracy information.
 DP4403
 DP4403.The horizontal coordinates were established by GPS observations
 DP4403.and adjusted by the MN DEPT OF TRANSP in April 2018.
 DP4403
 DP4403.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DP4403.been affixed to the stable North American tectonic plate. See 
 DP4403.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DP4403
 DP4403.The horizontal coordinates are valid at the epoch date displayed above
 DP4403.which is a decimal equivalence of Year/Month/Day.
 DP4403
 DP4403.The orthometric height was determined by differential leveling and
 DP4403.adjusted by the NATIONAL GEODETIC SURVEY
 DP4403.in February 2020.
 DP4403
 DP4403.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP4403.GEOID18 height accuracy estimate available here.
 DP4403
 DP4403.Click photographs - Photos may exist for this station.
 DP4403
 DP4403.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DP4403
 DP4403.The Laplace correction was computed from DEFLEC18 derived deflections.
 DP4403
 DP4403.The ellipsoidal height was determined by GPS observations
 DP4403.and is referenced to NAD 83.
 DP4403
 DP4403.The dynamic height is computed by dividing the NAVD 88
 DP4403.geopotential number by the normal gravity value computed on the
 DP4403.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP4403.degrees latitude (g = 980.6199 gals.).
 DP4403
 DP4403.The modeled gravity was interpolated from observed gravity values.
 DP4403
 DP4403. The following values were computed from the NAD 83(2011) position.
 DP4403
 DP4403;                    North         East     Units Scale Factor Converg.
 DP4403;SPC MN C     -   339,855.901   766,674.140   MT  1.00002517   -0 19 04.4
 DP4403;SPC MN C     - 1,115,010.57  2,515,330.07   sFT  1.00002517   -0 19 04.4
 DP4403;UTM  15      - 5,224,004.774   371,936.419   MT  0.99980156   -1 14 20.1
 DP4403
 DP4403!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DP4403!SPC MN C     -   0.99994165  x   1.00002517  =   0.99996682
 DP4403!UTM  15      -   0.99994165  x   0.99980156  =   0.99974322
 DP4403
 DP4403_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUN7193624004(NAD 83)
 DP4403
 DP4403                          SUPERSEDED SURVEY CONTROL
 DP4403
 DP4403  NAVD 88 (08/26/19)  400.074  (m)         1312.58   (f) SUPERSEDED  2 1
 DP4403  NAVD 88 (06/17/15)  400.063  (m)         1312.54   (f) SUPERSEDED  2 1
 DP4403
 DP4403.Superseded values are not recommended for survey control.
 DP4403
 DP4403.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DP4403.See file dsdata.pdf to determine how the superseded data were derived.
 DP4403
 DP4403_MARKER: I = METAL ROD
 DP4403_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DP4403_STAMPING: 2908 AB 2013
 DP4403_MARK LOGO: MNDT
 DP4403_PROJECTION: RECESSED 5 CENTIMETERS
 DP4403_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DP4403_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DP4403_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP4403+SATELLITE: SATELLITE OBSERVATIONS - June 09, 2017
 DP4403_ROD/PIPE-DEPTH: 13.7 meters
 DP4403
 DP4403  HISTORY     - Date     Condition        Report By
 DP4403  HISTORY     - 20130814 MONUMENTED       MNDT
 DP4403  HISTORY     - 20170609 GOOD             MNDT
 DP4403
 DP4403                          STATION DESCRIPTION
 DP4403
 DP4403'DESCRIBED BY MN DEPT OF TRANSP 2013
 DP4403'THE STATION IS LOCATED ABOUT 6.2 MI (10.0 KM) NORTHWEST OF WALKER, 5.0
 DP4403'MI (8.0 KM) SOUTHEAST OF LAPORTE AND IN THE TOWN OF BENEDICT, MN.
 DP4403'
 DP4403'TO REACH THE MARK AT THE JUNCTION OF TRUNK HIGHWAY 200 AND COUNTY ROAD
 DP4403'38 INCH (97 CM) BENEDICT, AT TRUNK HIGHWAY 200 MILE POINT 116.85.
 DP4403'
 DP4403'THE MARK IS LOCATED 91.7 FT (28.0 M) SOUTHWEST OF TRUNK HIGHWAY 200,
 DP4403'65.4 FT (19.9 M) NORTHWEST OF COUNTY ROAD 38, 22.4 FT (6.8 M)
 DP4403'NORTHEAST OF MERIT SCHOOL DRIVE, 27.5 FT (8.4 M) NORTHWEST OF POWER
 DP4403'POLE.
 DP4403'
 DP4403'NOTE - THE STATION MARK CONSISTS OF A 3/4 INCH (19 MM) DIAMETER
 DP4403'ALUMINUM ROD DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL MARK
 DP4403'REMOVABLE DISK SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY
 DP4403'A SIX-INCH PVC PIPE BACKFILLED WITH WASHED SAND.
 DP4403
 DP4403                          STATION RECOVERY (2017)
 DP4403
 DP4403'RECOVERY NOTE BY MN DEPT OF TRANSP 2017 (DXW)
 DP4403'IN BENEDICT, AT THE JUNCTION OF TRUNK HIGHWAY 200 AND COUNTY ROAD 38
 DP4403'IN BENEDICT, AT TRUNK HIGHWAY 200 MILEPOINT 116.85, 91.7 FEET
 DP4403'SOUTHWEST OF TRUNK HIGHWAY 200, 65.4 FEET NORTHWEST OF COUNTY ROAD 38,
 DP4403'22.4 FEET NORTHEAST OF MERIT SCHOOL DRIVE, 27.5 FEET NORTHWEST OF
 DP4403'POWER POLE.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 SK0266 ***********************************************************************
 SK0266  DESIGNATION -  2908 B
 SK0266  PID         -  SK0266
 SK0266  STATE/COUNTY-  MN/HUBBARD
 SK0266  COUNTRY     -  US
 SK0266  USGS QUAD   -  LAPORTE (2019)
 SK0266
 SK0266                         *CURRENT SURVEY CONTROL
 SK0266  ______________________________________________________________________
 SK0266* NAD 83(1986) POSITION- 47 13 10.01   (N) 094 51 38.23   (W)   HD_HELD1
 SK0266* NAVD 88 ORTHO HEIGHT -   418.414 (meters)     1372.75  (feet) ADJUSTED
 SK0266  ______________________________________________________________________
 SK0266  GEOID HEIGHT    -        -27.693 (meters)                     GEOID18
 SK0266  DYNAMIC HEIGHT  -        418.454 (meters)     1372.88  (feet) COMP
 SK0266  MODELED GRAVITY -    980,695.8   (mgal)                       NAVD 88
 SK0266
 SK0266  VERT ORDER      -  SECOND    CLASS I
 SK0266
 SK0266.The horizontal coordinates were determined by differentially corrected
 SK0266.hand held GPS observations or other comparable positioning techniques
 SK0266.and have an estimated accuracy of +/- 3 meters.
 SK0266
 SK0266.The orthometric height was determined by differential leveling and
 SK0266.adjusted by the NATIONAL GEODETIC SURVEY
 SK0266.in February 2020.
 SK0266
 SK0266.Significant digits in the geoid height do not necessarily reflect accuracy.
 SK0266.GEOID18 height accuracy estimate available here.
 SK0266
 SK0266.Click photographs - Photos may exist for this station.
 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     -   346,875.5     753,747.8     MT  (+/- 3 meters HH1 GPS) 
 SK0266
 SK0266_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUN5912731230(NAD 83)
 SK0266
 SK0266                          SUPERSEDED SURVEY CONTROL
 SK0266
 SK0266  NAVD 88 (08/26/19)  418.410  (m)         1372.73   (f) SUPERSEDED  2 1
 SK0266  NAVD 88 (07/14/08)  418.394  (m)         1372.68   (f) SUPERSEDED  2 1
 SK0266  NAVD 88 (06/15/91)  418.400  (m)         1372.70   (f) SUPERSEDED  2 0
 SK0266  NGVD 29 (??/??/92)  418.125  (m)         1371.80   (f) ADJ UNCH    2 0
 SK0266
 SK0266.Superseded values are not recommended for survey control.
 SK0266
 SK0266.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SK0266.See file dsdata.pdf to determine how the superseded data were derived.
 SK0266
 SK0266_MARKER: DB = BENCH MARK DISK
 SK0266_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 SK0266_STAMPING: 2908 B 1964
 SK0266_MARK LOGO: MNHD
 SK0266_PROJECTION: PROJECTING 3 CENTIMETERS
 SK0266_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 SK0266_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SK0266_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 SK0266+SATELLITE: SATELLITE OBSERVATIONS - June 14, 2023
 SK0266
 SK0266  HISTORY     - Date     Condition        Report By
 SK0266  HISTORY     - 19640401 MONUMENTED       MNHD
 SK0266  HISTORY     - 1972     GOOD             MNDT
 SK0266  HISTORY     - 19990401 GOOD             MNDT
 SK0266  HISTORY     - 20020819 GOOD             MNDT
 SK0266  HISTORY     - 20130731 GOOD             MNDT
 SK0266  HISTORY     - 20230614 GOOD             MNDT
 SK0266
 SK0266                          STATION DESCRIPTION
 SK0266
 SK0266'DESCRIBED BY MN DEPT OF TRANSP 1972
 SK0266'5 MI W FROM LAPORTE.
 SK0266'MARK IS LOCATED 5.2 MILES WEST ALONG T.H. 200 FROM THE JUNCTION OF
 SK0266'T.H. 200 AND THE BURLINGTON NORTHERN RAILROAD IN LAPORTE, 312 FEET
 SK0266'SOUTH OF THE CENTERLINE OF T.H. 200 AT MILE POINT 106.5, 19 FEET EAST
 SK0266'OF THE CENTER OF A FIELD ROAD, 4 FEET SOUTHEAST OF THE SOUTHWEST
 SK0266'CORNER OF THE FENCE AROUND THE EVERGREEN CEMETERY, 4 FEET SOUTHWEST OF
 SK0266'A 6 INCH PINE TREE, 0.5 FEET SOUTH OF A STEEL WITNESS POST, IN A 6
 SK0266'FOOT PRECAST CONCRETE MONUMENT PROJECTING 2 INCHES ABOVE GROUND.  NE
 SK0266'1/4 SECTION 9, T 143, R 33.
 SK0266
 SK0266                          STATION RECOVERY (1999)
 SK0266
 SK0266'RECOVERY NOTE BY MN DEPT OF TRANSP 1999 (DKH)
 SK0266'RECOVERED AS DESCRIBED.
 SK0266
 SK0266                          STATION RECOVERY (2002)
 SK0266
 SK0266'RECOVERY NOTE BY MN DEPT OF TRANSP 2002 (WAS)
 SK0266'THE MARK IS 0.75 MI (1.21 KM) SOUTH ALONG TH 200 FROM THE JUNCTION OF
 SK0266'TH 200 AND TH 71 IN KABEKONA, THENCE 0.7 MI (1.1 KM) SOUTHEAST ALONG
 SK0266'OLD CEMETERY ROAD, 312 FT (95.1 M) SOUTH OF OLD CEMETERY ROAD, 19 FT
 SK0266'(5.8 M) EAST OF FIELD ROAD, 4 FT (1.2 M) SOUTHEAST OF THE SOUTHWEST
 SK0266'CORNER OF CEMETERY FENCE, 4 FT (1.2 M) SOUTHWEST OF 6 INCH (15 CM)
 SK0266'PINE TREE, 0.5 FT (15.2 CM) SOUTH OF A WITNESS POST.
 SK0266
 SK0266                          STATION RECOVERY (2013)
 SK0266
 SK0266'RECOVERY NOTE BY MN DEPT OF TRANSP 2013 (KMS)
 SK0266'THE STATION IS LOCATED ABOUT 6.5 MI (10.4 KM) SOUTH-SOUTHWEST OF
 SK0266'GUTHRIE, 6.4 MI (10.3 KM) EAST-NORTHEAST OF LAKE GEORGE AND 5.0 MI
 SK0266'(8.1 KM) WEST OF LAPORTE.
 SK0266'
 SK0266'TO REACH THE MARK GO 0.75 MILE SOUTH ALONG TRUNK HIGHWAY 200 FROM THE
 SK0266'JUNCTION OF TRUNK HIGHWAY 200 AND TRUNK HIGHWAY 71 IN KABEKONA, THEN
 SK0266'0.7 MILE SOUTHEAST ALONG OLD CEMETERY ROAD.
 SK0266'
 SK0266'THE MARK IS LOCATED 312 FEET SOUTH OF OLD CEMETERY ROAD, 19 FEET EAST
 SK0266'OF FIELD ROAD, 4.0 FEET SOUTHEAST OF SOUTHWEST CORNER OF CEMETERY
 SK0266'FENCE, 4.0 FEET SOUTHWEST OF 15 INCH PINE TREE, 0.5 FOOT SOUTH OF
 SK0266'WITNESS POST.
 SK0266
 SK0266                          STATION RECOVERY (2023)
 SK0266
 SK0266'RECOVERY NOTE BY MN DEPT OF TRANSP 2023 (AJH)
 SK0266'1.3 MI (2.1 KM) SOUTHEAST OF KABEKONA, 0.75 MI (1.21 KM) SOUTH ALONG
 SK0266'TRUNK HIGHWAY 200 FROM THE JUNCTION OF TRUNK HIGHWAY 200 AND TRUNK
 SK0266'HIGHWAY 71 IN KABEKONA, THEN 0.7 MI (1.1 KM) SOUTHEAST ALONG OLD
 SK0266'CEMETERY ROAD, 312.0 FT (95.1 M) SOUTH OF OLD CEMETERY ROAD, 37.7 FT
 SK0266'(11.5 M) EAST OF 243RD AVENUE, 4.0 FT (1.2 M) SOUTHEAST OF THE
 SK0266'SOUTHWEST CORNER OF A CEMETERY FENCE, 4.0 FT (1.2 M) SOUTHWEST OF A
 SK0266'15.0 INCH (38 CM) DIAMETER PINE TREE, 0.5 FT (15 CM) SOUTH OF A
 SK0266'WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 SK0267 ***********************************************************************
 SK0267  DESIGNATION -  2908 C
 SK0267  PID         -  SK0267
 SK0267  STATE/COUNTY-  MN/HUBBARD
 SK0267  COUNTRY     -  US
 SK0267  USGS QUAD   -  LAPORTE (2019)
 SK0267
 SK0267                         *CURRENT SURVEY CONTROL
 SK0267  ______________________________________________________________________
 SK0267* NAD 83(1986) POSITION- 47 13 00.81   (N) 094 50 41.11   (W)   HD_HELD1
 SK0267* NAVD 88 ORTHO HEIGHT -   414.087 (meters)     1358.55  (feet) ADJUSTED
 SK0267  ______________________________________________________________________
 SK0267  GEOID HEIGHT    -        -27.707 (meters)                     GEOID18
 SK0267  DYNAMIC HEIGHT  -        414.128 (meters)     1358.68  (feet) COMP
 SK0267  MODELED GRAVITY -    980,698.7   (mgal)                       NAVD 88
 SK0267
 SK0267  VERT ORDER      -  SECOND    CLASS I
 SK0267
 SK0267.The horizontal coordinates were determined by differentially corrected
 SK0267.hand held GPS observations or other comparable positioning techniques
 SK0267.and have an estimated accuracy of +/- 3 meters.
 SK0267
 SK0267.The orthometric height was determined by differential leveling and
 SK0267.adjusted by the NATIONAL GEODETIC SURVEY
 SK0267.in February 2020.
 SK0267
 SK0267.Significant digits in the geoid height do not necessarily reflect accuracy.
 SK0267.GEOID18 height accuracy estimate available here.
 SK0267
 SK0267.Click photographs - Photos may exist for this station.
 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     -   346,582.2     754,947.4     MT  (+/- 3 meters HH1 GPS) 
 SK0267
 SK0267_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUN6032230917(NAD 83)
 SK0267
 SK0267                          SUPERSEDED SURVEY CONTROL
 SK0267
 SK0267  NAVD 88 (08/26/19)  414.084  (m)         1358.54   (f) SUPERSEDED  2 1
 SK0267  NAVD 88 (06/15/91)  414.068  (m)         1358.49   (f) SUPERSEDED  2 1
 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
 SK0267.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SK0267.See file dsdata.pdf to determine how the superseded data were derived.
 SK0267
 SK0267_MARKER: DB = BENCH MARK DISK
 SK0267_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 SK0267_STAMPING: 2908 C 1964
 SK0267_MARK LOGO: MNHD
 SK0267_PROJECTION: RECESSED 8 CENTIMETERS
 SK0267_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 SK0267_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SK0267_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 SK0267+SATELLITE: SATELLITE OBSERVATIONS - July 31, 2013
 SK0267
 SK0267  HISTORY     - Date     Condition        Report By
 SK0267  HISTORY     - 19640401 MONUMENTED       MNHD
 SK0267  HISTORY     - 1972     GOOD             MNDT
 SK0267  HISTORY     - 19990401 GOOD             MNDT
 SK0267  HISTORY     - 20020819 GOOD             MNDT
 SK0267  HISTORY     - 20130731 GOOD             MNDT
 SK0267
 SK0267                          STATION DESCRIPTION
 SK0267
 SK0267'DESCRIBED BY MN DEPT OF TRANSP 1972
 SK0267'4.2 MI W FROM LAPORTE.
 SK0267'MARK IS LOCATED 4.3 MILES WEST ALONG T.H. 200 FROM THE JUNCTION OF
 SK0267'T.H. 200 AND THE BURLINGTON NORTHERN RAILROAD IN LAPORTE, 0.45 MILES
 SK0267'WEST OF COUNTY ROAD 93, 66 FEET WEST OF THE EAST EDGE OF A WOODS, 76
 SK0267'FEET NORTH OF, AND 2 FEET LOWER THAN THE CENTERLINE OF T.H. 200 AT
 SK0267'MILE POINT 107.45, 31 FEET NORTHEAST OF A 12 INCH PINE TREE, 0.5 FEET
 SK0267'SOUTH OF A STEEL WITNESS POST, IN A 6 FOOT PRECAST CONCRETE MONUMENT
 SK0267'BURIED 2 INCHES BELOW GROUND.  NE 1/4 SECTION 10, T 143, R 33.
 SK0267
 SK0267                          STATION RECOVERY (1999)
 SK0267
 SK0267'RECOVERY NOTE BY MN DEPT OF TRANSP 1999 (DKH)
 SK0267'RECOVERED AS DESCRIBED.
 SK0267
 SK0267                          STATION RECOVERY (2002)
 SK0267
 SK0267'RECOVERY NOTE BY MN DEPT OF TRANSP 2002 (WAS)
 SK0267'THE MARK IS 4.3 MI (6.9 KM) WEST OF THE JUNCTION OF TH 200 AND
 SK0267'RAILROAD IN LAPORTE, 0.45 MI (0.72 KM) WEST OF COUNTY ROAD 93, 194.3
 SK0267'FT (59.2 M) NORTH OF TH 200, AT TH 200 MILEPOST 107.45, 9.0 FT (2.7 M)
 SK0267'NORTHWEST OF A FENCE CORNER, 0.5 FT (15.2 CM) SOUTH OF A WITNESS POST.
 SK0267
 SK0267                          STATION RECOVERY (2013)
 SK0267
 SK0267'RECOVERY NOTE BY MN DEPT OF TRANSP 2013 (KMS)
 SK0267'THE STATION IS LOCATED ABOUT 7.1 MI (11.4 KM) EAST OF LAKE GEORGE, 6.3
 SK0267'MI (10.1 KM) SOUTH-SOUTHWEST OF GUTHRIE AND 4.3 MI (6.9 KM) WEST OF
 SK0267'LAPORTE.
 SK0267'
 SK0267'TO REACH THE MARK GO 2.25 MI (3.6 KM) WEST ALONG TRUNK HIGHWAY 200
 SK0267'FROM THE JUNCTION OF TRUNK HIGHWAY 200 AND TRUNK HIGHWAY 64 SOUTH
 SK0267'(JUNCTION IS 1.7 MI (2.7 KM) WEST OF LAPORTE), AT TRUNK HIGHWAY 200
 SK0267'MILE POINT 107.35.
 SK0267'
 SK0267'THE MARK IS LOCATED 194.3 FT (59.2 M) NORTH OF TRUNK HIGHWAY 200, 9.0
 SK0267'FT (2.7 M) NORTHWEST OF A FENCE CORNER, 0.5 FT (15 CM) SOUTH OF A
 SK0267'WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DJ9412 ***********************************************************************
 DJ9412  DESIGNATION -  2908 D 1
 DJ9412  PID         -  DJ9412
 DJ9412  STATE/COUNTY-  MN/HUBBARD
 DJ9412  COUNTRY     -  US
 DJ9412  USGS QUAD   -  LAPORTE (2019)
 DJ9412
 DJ9412                         *CURRENT SURVEY CONTROL
 DJ9412  ______________________________________________________________________
 DJ9412* NAD 83(1986) POSITION- 47 12 57.05   (N) 094 48 46.07   (W)   HD_HELD1
 DJ9412* NAVD 88 ORTHO HEIGHT -   407.286 (meters)     1336.24  (feet) ADJUSTED
 DJ9412  ______________________________________________________________________
 DJ9412  GEOID HEIGHT    -        -27.744 (meters)                     GEOID18
 DJ9412  DYNAMIC HEIGHT  -        407.325 (meters)     1336.37  (feet) COMP
 DJ9412  MODELED GRAVITY -    980,697.5   (mgal)                       NAVD 88
 DJ9412
 DJ9412  VERT ORDER      -  SECOND    CLASS I
 DJ9412
 DJ9412.The horizontal coordinates were determined by differentially corrected
 DJ9412.hand held GPS observations or other comparable positioning techniques
 DJ9412.and have an estimated accuracy of +/- 3 meters.
 DJ9412
 DJ9412.The orthometric height was determined by differential leveling and
 DJ9412.adjusted by the NATIONAL GEODETIC SURVEY
 DJ9412.in February 2020.
 DJ9412
 DJ9412.Significant digits in the geoid height do not necessarily reflect accuracy.
 DJ9412.GEOID18 height accuracy estimate available here.
 DJ9412
 DJ9412.Click photographs - Photos may exist for this station.
 DJ9412
 DJ9412.The dynamic height is computed by dividing the NAVD 88
 DJ9412.geopotential number by the normal gravity value computed on the
 DJ9412.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ9412.degrees latitude (g = 980.6199 gals.).
 DJ9412
 DJ9412.The modeled gravity was interpolated from observed gravity values.
 DJ9412
 DJ9412;                    North         East    Units  Estimated Accuracy
 DJ9412;SPC MN C     -   346,448.4     757,367.2     MT  (+/- 3 meters HH1 GPS) 
 DJ9412
 DJ9412_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUN6273830744(NAD 83)
 DJ9412
 DJ9412                          SUPERSEDED SURVEY CONTROL
 DJ9412
 DJ9412  NAVD 88 (08/26/19)  407.283  (m)         1336.23   (f) SUPERSEDED  2 1
 DJ9412  NAVD 88 (07/14/08)  407.268  (m)         1336.18   (f) SUPERSEDED  2 1
 DJ9412
 DJ9412.Superseded values are not recommended for survey control.
 DJ9412
 DJ9412.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ9412.See file dsdata.pdf to determine how the superseded data were derived.
 DJ9412
 DJ9412_MARKER: DV = VERTICAL CONTROL DISK
 DJ9412_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DJ9412_STAMPING: 2908 D 1 1991
 DJ9412_MARK LOGO: MNDT
 DJ9412_PROJECTION: RECESSED 5 CENTIMETERS
 DJ9412_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DJ9412_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DJ9412_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DJ9412+SATELLITE: SATELLITE OBSERVATIONS - July 17, 2014
 DJ9412_ROD/PIPE-DEPTH: 6.1 meters
 DJ9412
 DJ9412  HISTORY     - Date     Condition        Report By
 DJ9412  HISTORY     - 19910401 MONUMENTED       MNDT
 DJ9412  HISTORY     - 20020819 GOOD             MNDT
 DJ9412  HISTORY     - 20130731 GOOD             MNDT
 DJ9412  HISTORY     - 20140717 GOOD             MNDT
 DJ9412
 DJ9412                          STATION DESCRIPTION
 DJ9412
 DJ9412'DESCRIBED BY MN DEPT OF TRANSP 2002 (WAS)
 DJ9412'THE MARK IS A STANDARD MNDT VERTICAL CONTROL DISK 2.75 MI (4.43 KM)
 DJ9412'WEST OF LAPORTE, 2.8 MI (4.5 KM) WEST ALONG TH 200 FROM THE JUNCTION
 DJ9412'OF TH 200 AND MAIN STREET IN LAPORTE, AT TH 200 MILEPOST 108.9, 73 FT
 DJ9412'(22.3 M) SOUTH OF TH 200, 15 FT (4.6 M) WEST OF COUNTY ROAD 36 TO
 DJ9412'NORTH, 0.8 MI (1.3 KM) WEST OF TH 64, 1.0 FT (0.3 M) NORTH OF A
 DJ9412'WITNESS POST.
 DJ9412
 DJ9412                          STATION RECOVERY (2013)
 DJ9412
 DJ9412'RECOVERY NOTE BY MN DEPT OF TRANSP 2013 (KMS)
 DJ9412'THE STATION IS LOCATED ABOUT 7.0 MI (11.3 KM) NORTHWEST OF BENEDICT,
 DJ9412'5.9 MI (9.5 KM) SOUTH OF GUTHRIE AND 2.8 MI (4.5 KM) WEST OF LAPORTE.
 DJ9412'
 DJ9412'TO REACH THE MARK GO 2.8 MI (4.5 KM) WEST ALONG TRUNK HIGHWAY 200
 DJ9412'FROM THE JUNCTION OF TRUNK HIGHWAY 200 AND MAIN STREET IN LAPORTE, AT
 DJ9412'TRUNK HIGHWAY 200 MILE POINT 108.9.
 DJ9412'
 DJ9412'THE MARK IS LOCATED 73 FT (22.3 M) SOUTH OF TRUNK HIGHWAY 200, 15 FT
 DJ9412'(4.6 M) WEST OF EXTENDED COUNTY ROAD 36, 0.8 MI (1.3 KM) WEST OF TRUNK
 DJ9412'HIGHWAY 64, 1.0 FT (0.3 M) NORTH OF A WITNESS POST.
 DJ9412
 DJ9412                          STATION RECOVERY (2014)
 DJ9412
 DJ9412'RECOVERY NOTE BY MN DEPT OF TRANSP 2014 (KMS)
 DJ9412'2.75 MI (4.4 KM) WEST OF LAPORTE, 2.8 MI (4.5 KM) WEST ALONG TRUNK
 DJ9412'HIGHWAY 200  FROM THE JUNCTION OF TRUNK HIGHWAY 200 AND MAIN STREET IN
 DJ9412'LAPORTE, AT TRUNK HIGHWAY 200 MILE POINT 108.9, 73 FT (22.3 M) SOUTH
 DJ9412'OF TRUNK HIGHWAY 200, 15 FT (4.6 M) WEST OF EXTENDED COUNTY ROAD 36,
 DJ9412'0.8 MI (1.3 KM) WEST OF TRUNK HIGHWAY 64, 1.0 FT (0.3 M) NORTH OF A
 DJ9412'WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 SK0272 ***********************************************************************
 SK0272  DESIGNATION -  2908 F
 SK0272  PID         -  SK0272
 SK0272  STATE/COUNTY-  MN/HUBBARD
 SK0272  COUNTRY     -  US
 SK0272  USGS QUAD   -  LAPORTE (2019)
 SK0272
 SK0272                         *CURRENT SURVEY CONTROL
 SK0272  ______________________________________________________________________
 SK0272* NAD 83(2011) POSITION- 47 12 58.67278(N) 094 46 12.37013(W)   ADJUSTED
 SK0272* NAD 83(2011) ELLIP HT-   390.990 (meters)        (06/27/12)   ADJUSTED
 SK0272* NAD 83(2011) EPOCH   -  2010.00
 SK0272* NAVD 88 ORTHO HEIGHT -   418.778 (meters)     1373.94  (feet) ADJUSTED
 SK0272  ______________________________________________________________________
 SK0272  GEOID HEIGHT    -        -27.793 (meters)                     GEOID18
 SK0272  NAD 83(2011) X  -   -360,933.034 (meters)                     COMP
 SK0272  NAD 83(2011) Y  - -4,325,302.638 (meters)                     COMP
 SK0272  NAD 83(2011) Z  -  4,658,418.175 (meters)                     COMP
 SK0272  LAPLACE CORR    -         -3.18  (seconds)                    DEFLEC18
 SK0272  DYNAMIC HEIGHT  -        418.818 (meters)     1374.07  (feet) COMP
 SK0272  MODELED GRAVITY -    980,695.9   (mgal)                       NAVD 88
 SK0272
 SK0272  VERT ORDER      -  SECOND    CLASS I
 SK0272
 SK0272  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 SK0272  Standards:
 SK0272         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 SK0272            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 SK0272  -------------------------------------------------------------------
 SK0272  NETWORK    0.82   0.71           0.37   0.28   0.36      0.32119153
 SK0272  -------------------------------------------------------------------
 SK0272  Click here for local accuracies and other accuracy information.
 SK0272
 SK0272.The horizontal coordinates were established by GPS observations
 SK0272.and adjusted by the National Geodetic Survey in June 2012.
 SK0272
 SK0272.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 SK0272.been affixed to the stable North American tectonic plate. See 
 SK0272.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 SK0272
 SK0272.The horizontal coordinates are valid at the epoch date displayed above
 SK0272.which is a decimal equivalence of Year/Month/Day.
 SK0272
 SK0272.The orthometric height was determined by differential leveling and
 SK0272.adjusted by the NATIONAL GEODETIC SURVEY
 SK0272.in February 2020.
 SK0272
 SK0272.Significant digits in the geoid height do not necessarily reflect accuracy.
 SK0272.GEOID18 height accuracy estimate available here.
 SK0272
 SK0272.Click photographs - Photos may exist for this station.
 SK0272
 SK0272.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 SK0272
 SK0272.The Laplace correction was computed from DEFLEC18 derived deflections.
 SK0272
 SK0272.The ellipsoidal height was determined by GPS observations
 SK0272.and is referenced to NAD 83.
 SK0272
 SK0272.The dynamic height is computed by dividing the NAVD 88
 SK0272.geopotential number by the normal gravity value computed on the
 SK0272.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SK0272.degrees latitude (g = 980.6199 gals.).
 SK0272
 SK0272.The modeled gravity was interpolated from observed gravity values.
 SK0272
 SK0272. The following values were computed from the NAD 83(2011) position.
 SK0272
 SK0272;                    North         East     Units Scale Factor Converg.
 SK0272;SPC MN C     -   346,476.430   760,601.666   MT  1.00004061   -0 22 34.5
 SK0272;SPC MN C     - 1,136,731.42  2,495,407.30   sFT  1.00004061   -0 22 34.5
 SK0272;UTM  15      - 5,230,720.674   365,972.591   MT  0.99982077   -1 17 57.5
 SK0272
 SK0272!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SK0272!SPC MN C     -   0.99993872  x   1.00004061  =   0.99997933
 SK0272!UTM  15      -   0.99993872  x   0.99982077  =   0.99975950
 SK0272
 SK0272_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUN6597230720(NAD 83)
 SK0272
 SK0272                          SUPERSEDED SURVEY CONTROL
 SK0272
 SK0272  NAD 83(2007)-  47 12 58.67279(N)    094 46 12.37101(W) AD(2002.00) 0
 SK0272  ELLIP H (02/10/07)  391.018  (m)                       GP(2002.00)    
 SK0272  NAD 83(1996)-  47 12 58.67266(N)    094 46 12.37090(W) AD(       ) 1
 SK0272  ELLIP H (12/03/03)  391.043  (m)                       GP(       ) 3 1
 SK0272  NAVD 88 (08/26/19)  418.775  (m)         1373.93   (f) SUPERSEDED  2 1
 SK0272  NAVD 88             418.77   (m)         1373.9    (f) LEVELING    3  
 SK0272  NAVD 88 (06/15/91)  418.767  (m)         1373.90   (f) SUPERSEDED  2 1
 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
 SK0272.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SK0272.See file dsdata.pdf to determine how the superseded data were derived.
 SK0272
 SK0272_MARKER: DB = BENCH MARK DISK
 SK0272_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 SK0272_STAMPING: 2908 F 1964
 SK0272_MARK LOGO: MNHD
 SK0272_PROJECTION: FLUSH
 SK0272_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 SK0272_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SK0272_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 SK0272+SATELLITE: SATELLITE OBSERVATIONS - July 17, 2014
 SK0272
 SK0272  HISTORY     - Date     Condition        Report By
 SK0272  HISTORY     - 19640401 MONUMENTED       MNHD
 SK0272  HISTORY     - 1972     GOOD             MNDT
 SK0272  HISTORY     - 19990615 GOOD             MNDT
 SK0272  HISTORY     - 20020819 GOOD             MNDT
 SK0272  HISTORY     - 20021126 GOOD             MNDT
 SK0272  HISTORY     - 20130731 GOOD             MNDT
 SK0272  HISTORY     - 20140717 GOOD             MNDT
 SK0272
 SK0272                          STATION DESCRIPTION
 SK0272
 SK0272'DESCRIBED BY MN DEPT OF TRANSP 1972
 SK0272'0.75 MI W FROM LAPORTE.
 SK0272'MARK IS LOCATED 0.85 MILES WEST ALONG T.H. 200 FROM THE JUNCTION OF
 SK0272'T.H. 200 AND THE BURLINGTON NORTHERN RAILROAD IN LAPORTE, 257 FEET
 SK0272'NORTH OF, AND 5 FEET LOWER THAN THE CENTERLINE OF T.H. 200 AT MILE
 SK0272'POINT 110.9, 36 FEET EAST OF THE CENTER OF A TOWNSHIP ROAD, 6 FEET
 SK0272'EAST OF A NORTH-SOUTH FENCE LINE, 5 FEET NORTH OF POWER POLE NO.
 SK0272'90-8-45 (NORTH-SOUTH LINE), 0.5 FEET SOUTH OF A STEEL WITNESS POST, IN
 SK0272'A 6 FOOT PRECAST CONCRETE MONUMENT PROJECTING 2 INCHES ABOVE GROUND.
 SK0272'NW 1/4 SECTION 8, T 143, T 32.
 SK0272
 SK0272                          STATION RECOVERY (1999)
 SK0272
 SK0272'RECOVERY NOTE BY MN DEPT OF TRANSP 1999
 SK0272'RECOVERED 5 FT (1.5 M) SOUTH OF P-POLE.  ALL OTHER TIES OK.
 SK0272
 SK0272                          STATION RECOVERY (2002)
 SK0272
 SK0272'RECOVERY NOTE BY MN DEPT OF TRANSP 2002 (WAS)
 SK0272'THE MARK WAS RECOVERED AS PREVIOUSLY DESCRIBED.  THE MARK IS 10.5 FT
 SK0272'(3.2 M) WEST OF A NORTH-SOUTH FENCE LINE.
 SK0272
 SK0272                          STATION RECOVERY (2002)
 SK0272
 SK0272'RECOVERY NOTE BY MN DEPT OF TRANSP 2002 (GWO)
 SK0272'THE MARK WAS RECOVERED 0.85 MI (1.37 KM) WEST OF LAPORTE, 257 FT (78.3
 SK0272'M) NORTH OF TH 200, AT TH 200 MP 110.9, 36 FT (11.0 M) EAST OF TWP RD,
 SK0272'0.5 FT (15.2 CM) WEST OF N-S FENCE LINE, 5 FT (1.5 M) SOUTH OF P-POLE,
 SK0272'0.5 FT (15.2 CM) SOUTH OF WIT POST.  MAGNETIC, FLUSH, GOOD FOR GPS.
 SK0272
 SK0272                          STATION RECOVERY (2013)
 SK0272
 SK0272'RECOVERY NOTE BY MN DEPT OF TRANSP 2013 (KMS)
 SK0272'THE STATION IS LOCATED ABOUT 5.9 MI (9.5 KM) SOUTH OF GUTHRIE, 5.5 MI
 SK0272'(8.8 KM) NORTHWEST OF BENEDICT AND 0.8 MI (1.3 KM) WEST-NORTHWEST OF
 SK0272'LAPORTE.
 SK0272'
 SK0272'TO REACH THE MARK 0.5 MI (0.8 KM) WEST ALONG TRUNK HIGHWAY 200 FROM
 SK0272'THE JUNCTION OF TRUNK HIGHWAY 200 AND COUNTY ROAD 39 INCH (99 CM)
 SK0272'LAPORTE.
 SK0272'
 SK0272'THE MARK IS LOCATED 257 FT (78.3 M) NORTH OF TRUNK HIGHWAY 200, AT
 SK0272'TRUNK HIGHWAY 200 MILE POINT 110.9, 36 FT (11.0 M) EAST OF OLD
 SK0272'BACKBOARD ROAD, 5.0 FT (1.5 M) SOUTH OF POWER POLE 90-8-45, 0.5 FT (15
 SK0272'CM) SOUTH OF A WITNESS POST.
 SK0272
 SK0272                          STATION RECOVERY (2014)
 SK0272
 SK0272'RECOVERY NOTE BY MN DEPT OF TRANSP 2014 (KMS)
 SK0272'0.8 MI (1.3 KM) WEST OF LAPORTE, 0.5 MI (0.8 KM) WEST ALONG TRUNK
 SK0272'HIGHWAY 200 FROM THE JUNCTION OF TRUNK HIGHWAY 200 AND COUNTY ROAD 39
 SK0272'IN LAPORTE, 257 FT (78.3 M) NORTH OF TRUNK HIGHWAY 200, AT TRUNK
 SK0272'HIGHWAY 200 MILE POINT 110.9, 36 FT (11.0 M) EAST OF OLD BACKBOARD
 SK0272'ROAD, 5.0 FT (1.5 M) SOUTH OF POWER POLE 90-8-45, 0.5 FT (15 CM) SOUTH
 SK0272'OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 SK0273 ***********************************************************************
 SK0273  DESIGNATION -  2908 G
 SK0273  PID         -  SK0273
 SK0273  STATE/COUNTY-  MN/HUBBARD
 SK0273  COUNTRY     -  US
 SK0273  USGS QUAD   -  LAPORTE (2019)
 SK0273
 SK0273                         *CURRENT SURVEY CONTROL
 SK0273  ______________________________________________________________________
 SK0273* NAD 83(1986) POSITION- 47 12 55.02   (N) 094 45 35.63   (W)   HD_HELD1
 SK0273* NAVD 88 ORTHO HEIGHT -   417.738 (meters)     1370.53  (feet) ADJUSTED
 SK0273  ______________________________________________________________________
 SK0273  GEOID HEIGHT    -        -27.803 (meters)                     GEOID18
 SK0273  DYNAMIC HEIGHT  -        417.778 (meters)     1370.66  (feet) COMP
 SK0273  MODELED GRAVITY -    980,695.7   (mgal)                       NAVD 88
 SK0273
 SK0273  VERT ORDER      -  SECOND    CLASS I
 SK0273
 SK0273.The horizontal coordinates were determined by differentially corrected
 SK0273.hand held GPS observations or other comparable positioning techniques
 SK0273.and have an estimated accuracy of +/- 3 meters.
 SK0273
 SK0273.The orthometric height was determined by differential leveling and
 SK0273.adjusted by the NATIONAL GEODETIC SURVEY
 SK0273.in February 2020.
 SK0273
 SK0273.Significant digits in the geoid height do not necessarily reflect accuracy.
 SK0273.GEOID18 height accuracy estimate available here.
 SK0273
 SK0273.Click photographs - Photos may exist for this station.
 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     -   346,358.6     761,374.0     MT  (+/- 3 meters HH1 GPS) 
 SK0273
 SK0273_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUN6674230590(NAD 83)
 SK0273
 SK0273                          SUPERSEDED SURVEY CONTROL
 SK0273
 SK0273  NAVD 88 (08/26/19)  417.734  (m)         1370.52   (f) SUPERSEDED  2 1
 SK0273  NAVD 88 (07/14/08)  417.727  (m)         1370.49   (f) SUPERSEDED  2 1
 SK0273  NAVD 88 (06/15/91)  417.717  (m)         1370.46   (f) SUPERSEDED  2 0
 SK0273  NGVD 29 (??/??/92)  417.447  (m)         1369.57   (f) ADJ UNCH    2 0
 SK0273
 SK0273.Superseded values are not recommended for survey control.
 SK0273
 SK0273.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SK0273.See file dsdata.pdf to determine how the superseded data were derived.
 SK0273
 SK0273_MARKER: DB = BENCH MARK DISK
 SK0273_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 SK0273_STAMPING: 2908 G 1964
 SK0273_MARK LOGO: MNHD
 SK0273_PROJECTION: PROJECTING 5 CENTIMETERS
 SK0273_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 SK0273_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SK0273_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 SK0273+SATELLITE: SATELLITE OBSERVATIONS - July 31, 2013
 SK0273
 SK0273  HISTORY     - Date     Condition        Report By
 SK0273  HISTORY     - 1964     MONUMENTED       MNHD
 SK0273  HISTORY     - 1972     GOOD             MNDT
 SK0273  HISTORY     - 19990615 GOOD             MNDT
 SK0273  HISTORY     - 20020819 GOOD             MNDT
 SK0273  HISTORY     - 20130731 GOOD             MNDT
 SK0273
 SK0273                          STATION DESCRIPTION
 SK0273
 SK0273'DESCRIBED BY MN DEPT OF TRANSP 1972
 SK0273'0.25 MI W FROM LAPORTE.
 SK0273'MARK IS LOCATED 0.4 MILES WEST ALONG T.H. 200 FROM THE JUNCTION OF
 SK0273'T.H. 200 AND THE BURLINGTON NORTHERN RAILROAD, 124 FEET SOUTH OF THE
 SK0273'CENTERLINE OF T.H. 200 AT MILE POINT 111.35, 55.4 FEET WEST OF THE
 SK0273'CENTERLINE OF COUNTY ROAD 39, 25 FEET SOUTHEAST OF A 24 INCH OAK TREE,
 SK0273'16.5 FEET WEST-NORTHWEST OF POWER POLE NO. 90861, 0.5 FEET NORTH OF A
 SK0273'STEEL WITNESS POST, IN A 6 FOOT PRECAST CONCRETE MONUMENT PROJECTING 4
 SK0273'INCHES ABOVE GROUND.  SW 1/4 SECTION 8, T 143, R 32.
 SK0273
 SK0273                          STATION RECOVERY (1999)
 SK0273
 SK0273'RECOVERY NOTE BY MN DEPT OF TRANSP 1999 (DKH)
 SK0273'RECOVERED AS DESCRIBED.  PROJECTS 2 INCHES
 SK0273
 SK0273                          STATION RECOVERY (2002)
 SK0273
 SK0273'RECOVERY NOTE BY MN DEPT OF TRANSP 2002 (WAS)
 SK0273'THE MARK WAS RECOVERED AS PREVIOUSLY DESCRIBED.
 SK0273
 SK0273                          STATION RECOVERY (2013)
 SK0273
 SK0273'RECOVERY NOTE BY MN DEPT OF TRANSP 2013 (KMS)
 SK0273'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 SK0282 ***********************************************************************
 SK0282  DESIGNATION -  2908 M
 SK0282  PID         -  SK0282
 SK0282  STATE/COUNTY-  MN/HUBBARD
 SK0282  COUNTRY     -  US
 SK0282  USGS QUAD   -  BENEDICT (2019)
 SK0282
 SK0282                         *CURRENT SURVEY CONTROL
 SK0282  ______________________________________________________________________
 SK0282* NAD 83(1986) POSITION- 47 10 44.58   (N) 094 42 55.65   (W)   HD_HELD1
 SK0282* NAVD 88 ORTHO HEIGHT -   399.130 (meters)     1309.48  (feet) ADJUSTED
 SK0282  ______________________________________________________________________
 SK0282  GEOID HEIGHT    -        -27.801 (meters)                     GEOID18
 SK0282  DYNAMIC HEIGHT  -        399.167 (meters)     1309.60  (feet) COMP
 SK0282  MODELED GRAVITY -    980,693.3   (mgal)                       NAVD 88
 SK0282
 SK0282  VERT ORDER      -  SECOND    CLASS I
 SK0282
 SK0282.The horizontal coordinates were determined by differentially corrected
 SK0282.hand held GPS observations or other comparable positioning techniques
 SK0282.and have an estimated accuracy of +/- 3 meters.
 SK0282
 SK0282.The orthometric height was determined by differential leveling and
 SK0282.adjusted by the NATIONAL GEODETIC SURVEY
 SK0282.in February 2020.
 SK0282
 SK0282.Significant digits in the geoid height do not necessarily reflect accuracy.
 SK0282.GEOID18 height accuracy estimate available here.
 SK0282
 SK0282.Click photographs - Photos may exist for this station.
 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     -   342,309.6     764,716.7     MT  (+/- 3 meters HH1 GPS) 
 SK0282
 SK0282_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUN7001926489(NAD 83)
 SK0282
 SK0282                          SUPERSEDED SURVEY CONTROL
 SK0282
 SK0282  NAVD 88 (08/26/19)  399.127  (m)         1309.47   (f) SUPERSEDED  2 1
 SK0282  NAVD 88 (06/15/91)  399.116  (m)         1309.43   (f) SUPERSEDED  2 1
 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
 SK0282.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SK0282.See file dsdata.pdf to determine how the superseded data were derived.
 SK0282
 SK0282_MARKER: DB = BENCH MARK DISK
 SK0282_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 SK0282_STAMPING: 2908 M 1972
 SK0282_MARK LOGO: MNHD
 SK0282_PROJECTION: RECESSED 5 CENTIMETERS
 SK0282_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 SK0282_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SK0282_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 SK0282+SATELLITE: SATELLITE OBSERVATIONS - July 31, 2013
 SK0282
 SK0282  HISTORY     - Date     Condition        Report By
 SK0282  HISTORY     - 19720401 MONUMENTED       MNHD
 SK0282  HISTORY     - 19990615 GOOD             MNDT
 SK0282  HISTORY     - 20020819 GOOD             MNDT
 SK0282  HISTORY     - 20130731 GOOD             MNDT
 SK0282
 SK0282                          STATION DESCRIPTION
 SK0282
 SK0282'DESCRIBED BY MN HIGHWAY DEPT 1972
 SK0282'3 MI SE FROM LAPORTE.
 SK0282'MARK IS LOCATED 3 MILES SOUTHEAST ALONG T.H. 200 FROM THE JUNCTION OF
 SK0282'T.H. 200 AND THE BURLINGTON NORTHERN RAILROAD IN LAPORTE, 0.05 MILES
 SK0282'SOUTHEAST OF RAILROAD MILE POST NO. 72, 134 FEET SOUTHWEST OF THE
 SK0282'CENTERLINE OF T.H. 200 AT MILE POINT 114.85, 52 FEET SOUTHEAST OF THE
 SK0282'CENTER OF A TOWNSHIP ROAD, 48 FEET SOUTHWEST OF, AND 2 FEET HIGHER
 SK0282'THAN THE SOUTHWEST RAIL OF THE BURLINGTON NORTHERN RAILROAD, 42.5 FEET
 SK0282'SOUTH OF A RAILROAD CROSSING POST, 24 FEET SOUTHEAST OF POWER POLE NO.
 SK0282'4, 11 FEET EAST OF A STEEL WITNESS POST, IN A 6 FOOT PRECAST CONCRETE
 SK0282'MONUMENT SET FLUSH WITH THE GROUND.  NE 1/4 SECTION 27, T 143, R 32.
 SK0282
 SK0282                          STATION RECOVERY (1999)
 SK0282
 SK0282'RECOVERY NOTE BY MN DEPT OF TRANSP 1999 (DKH)
 SK0282'RECOVERED 1.1 FT (0.3 M) EAST OF WIT POST.  ALL OTHER TIES OK
 SK0282
 SK0282                          STATION RECOVERY (2002)
 SK0282
 SK0282'RECOVERY NOTE BY MN DEPT OF TRANSP 2002 (WAS)
 SK0282'THE MARK IS 3 MI (4.8 KM) SOUTHEAST OF THE JUNCTION OF TH 200 AND
 SK0282'RAILROAD IN LAPORTE, 134 FT (40.8 M) SOUTHWEST OF TH 200, AT TH 200
 SK0282'MILEPOST 114.85, 52 FT (15.8 M) SOUTHEAST OF 360TH STREET, 50 FT (15.2
 SK0282'M) SOUTHWEST OF STATE TRAIL, 1.1 FT (0.3 M) EAST OF A WITNESS POST.
 SK0282
 SK0282                          STATION RECOVERY (2013)
 SK0282
 SK0282'RECOVERY NOTE BY MN DEPT OF TRANSP 2013 (KMS)
 SK0282'THE STATION IS LOCATED ABOUT 8.1 MI (13.0 KM) NORTHWEST OF WALKER, 3.0
 SK0282'MI (4.8 KM) SOUTHEAST OF LAPORTE AND 1.9 MI (3.1 KM) NORTHWEST OF
 SK0282'BENEDICT.
 SK0282'
 SK0282'TO REACH THE MARK GO 3.0 MI (4.8 KM) SOUTHEAST ALONG TRUNK HIGHWAY 200
 SK0282'FROM THE JUNCTION OF TRUNK HIGHWAY 200 AND MAIN STREET IN LAPORTE.
 SK0282'
 SK0282'THE MARK IS LOCATED 134 FT (40.8 M) SOUTHWEST OF TRUNK HIGHWAY 200, AT
 SK0282'TRUNK HIGHWAY 200 MILE POINT 114.85, 52 FT (15.8 M) SOUTHEAST OF 360TH
 SK0282'STREET,50 FT (15.2 M) SOUTHWEST OF STATE TRAIL, 1.1 FT (0.3 M) EAST OF
 SK0282'A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 SK0283 ***********************************************************************
 SK0283  DESIGNATION -  2908 N
 SK0283  PID         -  SK0283
 SK0283  STATE/COUNTY-  MN/HUBBARD
 SK0283  COUNTRY     -  US
 SK0283  USGS QUAD   -  BENEDICT (2019)
 SK0283
 SK0283                         *CURRENT SURVEY CONTROL
 SK0283  ______________________________________________________________________
 SK0283* NAD 83(1986) POSITION- 47 10 06.95   (N) 094 41 58.31   (W)   HD_HELD1
 SK0283* NAVD 88 ORTHO HEIGHT -   397.081 (meters)     1302.76  (feet) ADJUSTED
 SK0283  ______________________________________________________________________
 SK0283  GEOID HEIGHT    -        -27.799 (meters)                     GEOID18
 SK0283  DYNAMIC HEIGHT  -        397.117 (meters)     1302.87  (feet) COMP
 SK0283  MODELED GRAVITY -    980,692.1   (mgal)                       NAVD 88
 SK0283
 SK0283  VERT ORDER      -  SECOND    CLASS I
 SK0283
 SK0283.The horizontal coordinates were determined by differentially corrected
 SK0283.hand held GPS observations or other comparable positioning techniques
 SK0283.and have an estimated accuracy of +/- 3 meters.
 SK0283
 SK0283.The orthometric height was determined by differential leveling and
 SK0283.adjusted by the NATIONAL GEODETIC SURVEY
 SK0283.in February 2020.
 SK0283
 SK0283.Significant digits in the geoid height do not necessarily reflect accuracy.
 SK0283.GEOID18 height accuracy estimate available here.
 SK0283
 SK0283.Click photographs - Photos may exist for this station.
 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     -   341,140.5     765,917.4     MT  (+/- 3 meters HH1 GPS) 
 SK0283
 SK0283_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUN7120025301(NAD 83)
 SK0283
 SK0283                          SUPERSEDED SURVEY CONTROL
 SK0283
 SK0283  NAVD 88 (08/26/19)  397.078  (m)         1302.75   (f) SUPERSEDED  2 1
 SK0283  NAVD 88 (06/15/91)  397.067  (m)         1302.71   (f) SUPERSEDED  2 1
 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
 SK0283.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SK0283.See file dsdata.pdf to determine how the superseded data were derived.
 SK0283
 SK0283_MARKER: DV = VERTICAL CONTROL DISK
 SK0283_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 SK0283_STAMPING: 2908 N 1972
 SK0283_MARK LOGO: MNHD
 SK0283_PROJECTION: FLUSH
 SK0283_MAGNETIC: I = MARKER IS A STEEL ROD
 SK0283_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 SK0283_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 SK0283+SATELLITE: SATELLITE OBSERVATIONS - July 31, 2013
 SK0283
 SK0283  HISTORY     - Date     Condition        Report By
 SK0283  HISTORY     - 19720401 MONUMENTED       MNHD
 SK0283  HISTORY     - 20020819 GOOD             MNDT
 SK0283  HISTORY     - 20120731 GOOD             MNDT
 SK0283  HISTORY     - 20130731 GOOD             MNDT
 SK0283
 SK0283                          STATION DESCRIPTION
 SK0283
 SK0283'DESCRIBED BY MN HIGHWAY DEPT 1972
 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, T143N, R32W.  NOTE-THIS MARK IS ALSO 0.95 MILES
 SK0283'NORTHWEST ALONG T.H. 200 FROM THE JUNCTION OF T.H. 200 AND COUNTY ROAD
 SK0283'38 (SOUTH) IN BENEDICT.
 SK0283
 SK0283                          STATION RECOVERY (2002)
 SK0283
 SK0283'RECOVERY NOTE BY MN DEPT OF TRANSP 2002 (WAS)
 SK0283'THE MARK IS 4 MI (6.4 KM) SOUTHEAST OF THE JUNCTION OF TH 200 AND
 SK0283'RAILROAD IN LAPORTE, 0.34 MI (0.5 KM) NORTHWEST OF COUNTY ROAD 31
 SK0283'EAST, 158 FT (48.2 M) SOUTHWEST OF TH 200, AT TH 200 MILEPOST 115.85,
 SK0283'41 FT (12.5 M) WEST OF A FIELD ROAD, 54 FT (16.5 M) SOUTHWEST OF A
 SK0283'STATE TRAIL, 1.5 FT (0.5 M) NORTH OF A WITNESS POST.
 SK0283
 SK0283                          STATION RECOVERY (2012)
 SK0283
 SK0283'RECOVERY NOTE BY MN DEPT OF TRANSP 2012 (KMS)
 SK0283'4.2 MILES SOUTHEAST OF LAPORTE, 4.0 MILES SOUTHEAST ALONG TRUNK
 SK0283'HIGHWAY 200 FROM JUNCTION OF TRUNK HIGHWAY 200 AND MAIN STREET IN
 SK0283'LAPORTE, AT TRUNK HIGHWAY 200 MILEPOINT 115.85, 0.4 MILE NORTHWEST OF
 SK0283'COUNTY ROAD 31 EAST, 158.0 FEET SOUTHWEST OF TRUNK HIGHWAY 200, 54.0
 SK0283'FEET SOUTHWEST OF STATE TRAIL, 41.0 FEET WEST OF FIELD ROAD, 1.5 FEET
 SK0283'NORTH OF WITNESS POST.
 SK0283
 SK0283                          STATION RECOVERY (2013)
 SK0283
 SK0283'RECOVERY NOTE BY MN DEPT OF TRANSP 2013 (KMS)
 SK0283'THE STATION IS LOCATED ABOUT 7.1 MI (11.4 KM) NORTHWEST OF WALKER, 4.0
 SK0283'MI (6.4 KM) SOUTHEAST OF LAPORTE AND 0.8 MI (1.3 KM) NORTH-NORTHWEST
 SK0283'OF BENEDICT.
 SK0283'
 SK0283'TO REACH THE MARK GO 4.05 MI (6.5 KM) SOUTHEAST ALONG TRUNK HIGHWAY
 SK0283'200 FROM THE JUNCTION OF TRUNK HIGHWAY 200 AND MAIN STREET IN LAPORTE,
 SK0283'AT TRUNK HIGHWAY 200 MILE POINT 115.85, 0.4 MI (0.6 KM) NORTHWEST OF
 SK0283'COUNTY ROAD 31 EAST.
 SK0283'
 SK0283'THE MARK IS LOCATED 158.0 FT (48.2 M) SOUTHWEST OF TRUNK HIGHWAY 200,
 SK0283'54.0 FT (16.5 M) SOUTHWEST OF STATE TRAIL, 41.0 FT (12.5 M) WEST OF
 SK0283'FIELD ROAD, 1.5 FT (0.5 M) NORTH OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 SK0285 ***********************************************************************
 SK0285  DESIGNATION -  2908 P
 SK0285  PID         -  SK0285
 SK0285  STATE/COUNTY-  MN/HUBBARD
 SK0285  COUNTRY     -  US
 SK0285  USGS QUAD   -  BENEDICT (2019)
 SK0285
 SK0285                         *CURRENT SURVEY CONTROL
 SK0285  ______________________________________________________________________
 SK0285* NAD 83(1986) POSITION- 47 09 05.65   (N) 094 40 29.02   (W)   HD_HELD1
 SK0285* NAVD 88 ORTHO HEIGHT -   398.744 (meters)     1308.21  (feet) ADJUSTED
 SK0285  ______________________________________________________________________
 SK0285  GEOID HEIGHT    -        -27.792 (meters)                     GEOID18
 SK0285  DYNAMIC HEIGHT  -        398.780 (meters)     1308.33  (feet) COMP
 SK0285  MODELED GRAVITY -    980,691.7   (mgal)                       NAVD 88
 SK0285
 SK0285  VERT ORDER      -  SECOND    CLASS I
 SK0285
 SK0285.The horizontal coordinates were determined by differentially corrected
 SK0285.hand held GPS observations or other comparable positioning techniques
 SK0285.and have an estimated accuracy of +/- 3 meters.
 SK0285
 SK0285.The orthometric height was determined by differential leveling and
 SK0285.adjusted by the NATIONAL GEODETIC SURVEY
 SK0285.in February 2020.
 SK0285
 SK0285.Significant digits in the geoid height do not necessarily reflect accuracy.
 SK0285.GEOID18 height accuracy estimate available here.
 SK0285
 SK0285.Click photographs - Photos may exist for this station.
 SK0285
 SK0285.The dynamic height is computed by dividing the NAVD 88
 SK0285.geopotential number by the normal gravity value computed on the
 SK0285.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SK0285.degrees latitude (g = 980.6199 gals.).
 SK0285
 SK0285.The modeled gravity was interpolated from observed gravity values.
 SK0285
 SK0285;                    North         East    Units  Estimated Accuracy
 SK0285;SPC MN C     -   339,237.1     767,787.8     MT  (+/- 3 meters HH1 GPS) 
 SK0285
 SK0285_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUN7303923368(NAD 83)
 SK0285
 SK0285                          SUPERSEDED SURVEY CONTROL
 SK0285
 SK0285  NAVD 88 (08/26/19)  398.740  (m)         1308.20   (f) SUPERSEDED  2 1
 SK0285  NAVD 88 (06/15/91)  398.730  (m)         1308.17   (f) SUPERSEDED  2 1
 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
 SK0285.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SK0285.See file dsdata.pdf to determine how the superseded data were derived.
 SK0285
 SK0285_MARKER: DB = BENCH MARK DISK
 SK0285_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 SK0285_STAMPING: 2908 P 1972
 SK0285_MARK LOGO: MNHD
 SK0285_PROJECTION: FLUSH
 SK0285_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 SK0285_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SK0285_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 SK0285+SATELLITE: SATELLITE OBSERVATIONS - July 31, 2013
 SK0285
 SK0285  HISTORY     - Date     Condition        Report By
 SK0285  HISTORY     - 19720401 MONUMENTED       MNHD
 SK0285  HISTORY     - 19960930 GOOD             MN-057
 SK0285  HISTORY     - 20020819 GOOD             MNDT
 SK0285  HISTORY     - 20070502 GOOD             MNDT
 SK0285  HISTORY     - 20130731 GOOD             MNDT
 SK0285
 SK0285                          STATION DESCRIPTION
 SK0285
 SK0285'DESCRIBED BY MN HIGHWAY DEPT 1972
 SK0285'0.75 MI SE FROM BENEDICT.
 SK0285'MARK IS LOCATED 0.8 MILES SOUTHEAST ALONG T.H. 200 FROM THE JUNCTION
 SK0285'OF T.H. 200 AND COUNTY ROAD 38 (SOUTH) IN BENEDICT, 2.8 MILES WEST OF
 SK0285'T.H. 371, 97 FEET SOUTH OF THE CENTERLINE OF T.H. 200 AT MILE POINT
 SK0285'117.65 (OPPOSITE T ROAD NORTH), 87.5 FEET SOUTH-SOUTHEAST OF THE
 SK0285'CENTER OF THE SOUTH HEADWALL OF A 24 INCH CULVERT UNDER T.H. 200, 64
 SK0285'FEET SOUTHWEST OF THE CENTER OF THE ENTRANCE TO A GRAVEL STORAGE AREA,
 SK0285'0.5 FEET NORTHEAST OF A STEEL WITNESS POST, IN A 6 FOOT PRECAST
 SK0285'CONCRETE MONUMENT SET FLUSH WITH THE GROUND.  SW 1/4 SECTION 36, T
 SK0285'143, R 32.
 SK0285
 SK0285                          STATION RECOVERY (1996)
 SK0285
 SK0285'RECOVERY NOTE BY HUBBARD COUNTY MINNESOTA 1996 (SB)
 SK0285'RECOVERED AS DESCRIBED, 1 FT (0.3 M) NORTH OF WITNESS POST.
 SK0285
 SK0285                          STATION RECOVERY (2002)
 SK0285
 SK0285'RECOVERY NOTE BY MN DEPT OF TRANSP 2002 (WAS)
 SK0285'THE MARK WAS RECOVERED AS PREVIOUSLY DESCRIBED.
 SK0285
 SK0285                          STATION RECOVERY (2007)
 SK0285
 SK0285'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (WAS)
 SK0285'0.8 MILES SOUTHEAST OF JUNCTION OF TRUNK HIGHWAY 200 AND COUNTY ROAD
 SK0285'38 SOUTH IN BENEDICT, 97 FEET SOUTH OF TRUNK HIGHWAY 200, AT TRUNK
 SK0285'HIGHWAY 200 MILE POINT 117.65, OPPOSITE TEE ROAD NORTH, 87.5 FEET
 SK0285'SOUTH-SOUTHEAST OF SOUTH HEADWALL OF CULVERT, 64 FEET SOUTHWEST OF
 SK0285'ENTRANCE, 0.5 FEET NORTHEAST OF WITNESS POST.
 SK0285
 SK0285                          STATION RECOVERY (2013)
 SK0285
 SK0285'RECOVERY NOTE BY MN DEPT OF TRANSP 2013 (MAS)
 SK0285'THE STATION IS LOCATED ABOUT 5.7 MI (9.2 KM) SOUTHEAST OF LAPORTE, 5.4
 SK0285'MI (8.7 KM) NORTHWEST OF WALKER AND 0.9 MI (1.4 KM) EAST-SOUTHEAST OF
 SK0285'BENEDICT.
 SK0285'
 SK0285'TO REACH THE MARK GO 0.8 MI (1.3 KM) SOUTHEAST OF THE JUNCTION OF
 SK0285'TRUNK HIGHWAY 200 AND COUNTY ROAD 38 SOUTH IN BENEDICT.
 SK0285'
 SK0285'THE MARK IS LOCATED 97 FT (29.6 M) SOUTH OF TRUNK HIGHWAY 200, AT
 SK0285'TRUNK HIGHWAY 200 MILE POINT 117.65, 64 FT (19.5 M) SOUTHWEST OF
 SK0285'DRIVEWAY NUMBER 33007, 0.5 FT (15 CM) NORTHEAST OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DP4408 ***********************************************************************
 DP4408  DESIGNATION -  2908 Q RESET
 DP4408  PID         -  DP4408
 DP4408  STATE/COUNTY-  MN/HUBBARD
 DP4408  COUNTRY     -  US
 DP4408  USGS QUAD   -  BENEDICT (2019)
 DP4408
 DP4408                         *CURRENT SURVEY CONTROL
 DP4408  ______________________________________________________________________
 DP4408* NAD 83(2011) POSITION- 47 12 16.62985(N) 094 44 21.17945(W)   ADJUSTED
 DP4408* NAD 83(2011) ELLIP HT-   372.571 (meters)        (04/18/18)   ADJUSTED
 DP4408* NAD 83(2011) EPOCH   -  2010.00
 DP4408* NAVD 88 ORTHO HEIGHT -   400.388 (meters)     1313.61  (feet) ADJUSTED
 DP4408  ______________________________________________________________________
 DP4408  GEOID HEIGHT    -        -27.811 (meters)                     GEOID18
 DP4408  NAD 83(2011) X  -   -358,679.043 (meters)                     COMP
 DP4408  NAD 83(2011) Y  - -4,326,433.719 (meters)                     COMP
 DP4408  NAD 83(2011) Z  -  4,657,522.615 (meters)                     COMP
 DP4408  LAPLACE CORR    -         -3.12  (seconds)                    DEFLEC18
 DP4408  DYNAMIC HEIGHT  -        400.426 (meters)     1313.73  (feet) COMP
 DP4408  MODELED GRAVITY -    980,694.7   (mgal)                       NAVD 88
 DP4408
 DP4408  VERT ORDER      -  SECOND    CLASS I
 DP4408
 DP4408  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DP4408  Standards:
 DP4408         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DP4408            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DP4408  -------------------------------------------------------------------
 DP4408  NETWORK    0.43   1.43           0.20   0.14   0.73      0.01434654
 DP4408  -------------------------------------------------------------------
 DP4408  Click here for local accuracies and other accuracy information.
 DP4408
 DP4408.The horizontal coordinates were established by GPS observations
 DP4408.and adjusted by the MN DEPT OF TRANSP in April 2018.
 DP4408
 DP4408.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DP4408.been affixed to the stable North American tectonic plate. See 
 DP4408.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DP4408
 DP4408.The horizontal coordinates are valid at the epoch date displayed above
 DP4408.which is a decimal equivalence of Year/Month/Day.
 DP4408
 DP4408.The orthometric height was determined by differential leveling and
 DP4408.adjusted by the NATIONAL GEODETIC SURVEY
 DP4408.in February 2020.
 DP4408
 DP4408.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP4408.GEOID18 height accuracy estimate available here.
 DP4408
 DP4408.Click photographs - Photos may exist for this station.
 DP4408
 DP4408.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DP4408
 DP4408.The Laplace correction was computed from DEFLEC18 derived deflections.
 DP4408
 DP4408.The ellipsoidal height was determined by GPS observations
 DP4408.and is referenced to NAD 83.
 DP4408
 DP4408.The dynamic height is computed by dividing the NAVD 88
 DP4408.geopotential number by the normal gravity value computed on the
 DP4408.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP4408.degrees latitude (g = 980.6199 gals.).
 DP4408
 DP4408.The modeled gravity was interpolated from observed gravity values.
 DP4408
 DP4408. The following values were computed from the NAD 83(2011) position.
 DP4408
 DP4408;                    North         East     Units Scale Factor Converg.
 DP4408;SPC MN C     -   345,163.130   762,933.286   MT  1.00003748   -0 21 14.0
 DP4408;SPC MN C     - 1,132,422.70  2,503,056.96   sFT  1.00003748   -0 21 14.0
 DP4408;UTM  15      - 5,229,370.293   368,282.244   MT  0.99981323   -1 16 35.0
 DP4408
 DP4408!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DP4408!SPC MN C     -   0.99994160  x   1.00003748  =   0.99997908
 DP4408!UTM  15      -   0.99994160  x   0.99981323  =   0.99975485
 DP4408
 DP4408_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUN6828229370(NAD 83)
 DP4408
 DP4408                          SUPERSEDED SURVEY CONTROL
 DP4408
 DP4408  NAVD 88 (08/26/19)  400.385  (m)         1313.60   (f) SUPERSEDED  2 1
 DP4408  NAVD 88 (06/17/15)  400.377  (m)         1313.57   (f) SUPERSEDED  2 1
 DP4408
 DP4408.Superseded values are not recommended for survey control.
 DP4408
 DP4408.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DP4408.See file dsdata.pdf to determine how the superseded data were derived.
 DP4408
 DP4408_MARKER: DD = SURVEY DISK
 DP4408_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DP4408_STAMPING: 2908 Q 2002 RESET 2007
 DP4408_MARK LOGO: MNDT
 DP4408_PROJECTION: FLUSH
 DP4408_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DP4408_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DP4408_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP4408+SATELLITE: SATELLITE OBSERVATIONS - June 09, 2017
 DP4408_ROD/PIPE-DEPTH: 17.7 meters
 DP4408
 DP4408  HISTORY     - Date     Condition        Report By
 DP4408  HISTORY     - 20070530 MONUMENTED       MNDT
 DP4408  HISTORY     - 20170609 GOOD             MNDT
 DP4408
 DP4408                          STATION DESCRIPTION
 DP4408
 DP4408'DESCRIBED BY MN DEPT OF TRANSP 2007 (KMS)
 DP4408'THE STATION IS LOCATED ABOUT 7.0 MI (11.3 KM) SOUTH-SOUTHEAST OF
 DP4408'GUTHRIE, 4.0 MI (6.4 KM) NORTHWEST OF BENEDICT AND 0.9 MI (1.4 KM)
 DP4408'SOUTHEAST OF LAPORTE.
 DP4408'
 DP4408'TO REACH THE MARK GO 0.95 MI (1.5 KM) SOUTHEAST ALONG TRUNK HIGHWAY
 DP4408'200 FROM THE JUNCTION OF TRUNK HIGHWAY 200 AND MAIN ST IN LAPORTE, AT
 DP4408'TRUNK HIGHWAY 200 MILE POINT 112.75.
 DP4408'
 DP4408'THE MARK IS LOCATED 97.5 FT (29.7 M) NORTHEAST OF TRUNK HIGHWAY 200,
 DP4408'63.4 FT (19.3 M) NORTHWEST OF COUNTY ROAD 45, 74.0 FT (22.6 M) EAST OF
 DP4408'TELEPHONE PEDESTAL, 1.5 FT (0.5 M) SOUTH OF A WITNESS POST.
 DP4408
 DP4408                          STATION RECOVERY (2017)
 DP4408
 DP4408'RECOVERY NOTE BY MN DEPT OF TRANSP 2017 (CLW)
 DP4408'1.0 MILE SOUTHEAST OF LAPORTE, 0.95 MILE SOUTHEAST ALONG TRUNK HIGHWAY
 DP4408'200 FROM THE JUNCTION OF TRUNK HIGHWAY 200 AND MAIN STREET IN LAPORTE,
 DP4408'AT TRUNK HIGHWAY 200 MILEPOINT 112.75, 97.5 FEET NORTHEAST OF TRUNK
 DP4408'HIGHWAY 200, 63.4 FEET NORTHWEST OF COUNTY ROAD 45, 74.0 FEET EAST OF
 DP4408'TELEPHONE PEDESTAL, 1.5 FEET SOUTH OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DP4418 ***********************************************************************
 DP4418  DESIGNATION -  2908 R RESET
 DP4418  PID         -  DP4418
 DP4418  STATE/COUNTY-  MN/HUBBARD
 DP4418  COUNTRY     -  US
 DP4418  USGS QUAD   -  LAPORTE (2019)
 DP4418
 DP4418                         *CURRENT SURVEY CONTROL
 DP4418  ______________________________________________________________________
 DP4418* NAD 83(2011) POSITION- 47 13 28.12664(N) 094 52 23.21669(W)   ADJUSTED
 DP4418* NAD 83(2011) ELLIP HT-   398.232 (meters)        (04/18/18)   ADJUSTED
 DP4418* NAD 83(2011) EPOCH   -  2010.00
 DP4418* NAVD 88 ORTHO HEIGHT -   425.939 (meters)     1397.43  (feet) ADJUSTED
 DP4418  ______________________________________________________________________
 DP4418  GEOID HEIGHT    -        -27.689 (meters)                     GEOID18
 DP4418  NAD 83(2011) X  -   -368,652.673 (meters)                     COMP
 DP4418  NAD 83(2011) Y  - -4,323,986.378 (meters)                     COMP
 DP4418  NAD 83(2011) Z  -  4,659,041.307 (meters)                     COMP
 DP4418  LAPLACE CORR    -         -3.79  (seconds)                    DEFLEC18
 DP4418  DYNAMIC HEIGHT  -        425.978 (meters)     1397.56  (feet) COMP
 DP4418  MODELED GRAVITY -    980,692.0   (mgal)                       NAVD 88
 DP4418
 DP4418  VERT ORDER      -  SECOND    CLASS I
 DP4418
 DP4418  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DP4418  Standards:
 DP4418         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DP4418            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DP4418  -------------------------------------------------------------------
 DP4418  NETWORK    0.45   1.55           0.21   0.15   0.79     -0.00304938
 DP4418  -------------------------------------------------------------------
 DP4418  Click here for local accuracies and other accuracy information.
 DP4418
 DP4418.The horizontal coordinates were established by GPS observations
 DP4418.and adjusted by the MN DEPT OF TRANSP in April 2018.
 DP4418
 DP4418.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DP4418.been affixed to the stable North American tectonic plate. See 
 DP4418.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DP4418
 DP4418.The horizontal coordinates are valid at the epoch date displayed above
 DP4418.which is a decimal equivalence of Year/Month/Day.
 DP4418
 DP4418.The orthometric height was determined by differential leveling and
 DP4418.adjusted by the NATIONAL GEODETIC SURVEY
 DP4418.in February 2020.
 DP4418
 DP4418.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP4418.GEOID18 height accuracy estimate available here.
 DP4418
 DP4418.Click photographs - Photos may exist for this station.
 DP4418
 DP4418.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DP4418
 DP4418.The Laplace correction was computed from DEFLEC18 derived deflections.
 DP4418
 DP4418.The ellipsoidal height was determined by GPS observations
 DP4418.and is referenced to NAD 83.
 DP4418
 DP4418.The dynamic height is computed by dividing the NAVD 88
 DP4418.geopotential number by the normal gravity value computed on the
 DP4418.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP4418.degrees latitude (g = 980.6199 gals.).
 DP4418
 DP4418.The modeled gravity was interpolated from observed gravity values.
 DP4418
 DP4418. The following values were computed from the NAD 83(2011) position.
 DP4418
 DP4418;                    North         East     Units Scale Factor Converg.
 DP4418;SPC MN C     -   347,442.349   752,805.633   MT  1.00004283   -0 27 02.7
 DP4418;SPC MN C     - 1,139,900.44  2,469,829.81   sFT  1.00004283   -0 27 02.7
 DP4418;UTM  15      - 5,231,811.923   358,194.759   MT  0.99984714   -1 22 30.5
 DP4418
 DP4418!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DP4418!SPC MN C     -   0.99993758  x   1.00004283  =   0.99998041
 DP4418!UTM  15      -   0.99993758  x   0.99984714  =   0.99978473
 DP4418
 DP4418_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUN5819431811(NAD 83)
 DP4418
 DP4418                          SUPERSEDED SURVEY CONTROL
 DP4418
 DP4418  NAVD 88 (08/26/19)  425.936  (m)         1397.43   (f) SUPERSEDED  2 1
 DP4418  NAVD 88 (06/17/15)  425.920  (m)         1397.37   (f) SUPERSEDED  2 1
 DP4418
 DP4418.Superseded values are not recommended for survey control.
 DP4418
 DP4418.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DP4418.See file dsdata.pdf to determine how the superseded data were derived.
 DP4418
 DP4418_MARKER: I = METAL ROD
 DP4418_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DP4418_STAMPING: 2908 R RESET 2013
 DP4418_MARK LOGO: MNDT
 DP4418_PROJECTION: RECESSED 5 CENTIMETERS
 DP4418_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DP4418_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DP4418_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP4418+SATELLITE: SATELLITE OBSERVATIONS - June 14, 2023
 DP4418_ROD/PIPE-DEPTH: 3.0 meters
 DP4418
 DP4418  HISTORY     - Date     Condition        Report By
 DP4418  HISTORY     - 20130731 MONUMENTED       MNDT
 DP4418  HISTORY     - 20170608 GOOD             MNDT
 DP4418  HISTORY     - 20230614 GOOD             MNDT
 DP4418
 DP4418                          STATION DESCRIPTION
 DP4418
 DP4418'DESCRIBED BY MN DEPT OF TRANSP 2013
 DP4418'THE STATION IS LOCATED ABOUT 6.5 MI (10.5 KM) SOUTHWEST OF GUTHRIE,
 DP4418'5.9 MI (9.5 KM) EAST-NORTHEAST OF LAKE GEORGE AND 5.7 MI (9.2 KM) WEST
 DP4418'OF LAPORTE.
 DP4418'
 DP4418'TO REACH THE MARK GO 0.75 MI (1.2 KM) SOUTH ALONG TRUNK HIGHWAY 200
 DP4418'FROM THE JUNCTION OF TRUNK HIGHWAY 200 AND TRUNK HIGHWAY 71 INCH (180
 DP4418'CM) KABEKONA, AT TRUNK HIGHWAY 200 MILE POINT 105.85.
 DP4418'
 DP4418'THE MARK IS LOCATED 105.0 FT (32.0 M) EAST OF TRUNK HIGHWAY 200, 35.0
 DP4418'FT (10.7 M) NORTH OF OLD CEMETERY ROAD, 1.9 FT (0.6 M) SOUTH OF A
 DP4418'WITNESS POST.
 DP4418'
 DP4418'NOTE - THE STATION MARK CONSISTS OF A 3/4 INCH (19 MM) DIAMETER
 DP4418'ALUMINUM ROD DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL MARK
 DP4418'REMOVABLE DISK SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY
 DP4418'A SIX-INCH PVC PIPE BACKFILLED WITH WASHED SAND.
 DP4418
 DP4418                          STATION RECOVERY (2017)
 DP4418
 DP4418'RECOVERY NOTE BY MN DEPT OF TRANSP 2017 (MPG)
 DP4418'0.75 MILE SOUTH OF KABEKONA, 0.75 MILE SOUTH ALONG TRUNK HIGHWAY 200
 DP4418'FROM THE JUNCTION OF TRUNK HIGHWAY 200 AND TRUNK HIGHWAY 71 IN
 DP4418'KABEKONA, AT TRUNK HIGHWAY 200 MILEPOINT 105.85, 105.0 FEET EAST OF
 DP4418'TRUNK HIGHWAY 200, 35.0 FEET NORTH OF OLD CEMETERY ROAD, 1.9 FEET
 DP4418'SOUTH OF A WITNESS POST.
 DP4418
 DP4418                          STATION RECOVERY (2023)
 DP4418
 DP4418'RECOVERY NOTE BY MN DEPT OF TRANSP 2023 (AJH)
 DP4418'0.75 MI (1.21 KM) SOUTH OF KABEKONA, 0.75 MI (1.21 KM) SOUTH ALONG
 DP4418'TRUNK HIGHWAY 200 FROM THE JUNCTION OF TRUNK HIGHWAY 200 AND TRUNK
 DP4418'HIGHWAY 71 IN KABEKONA, AT TRUNK HIGHWAY 200 MILE POINT 105.85, 105.0
 DP4418'FT (32.0 M) EAST OF TRUNK HIGHWAY 200, 35.0 FT (10.7 M) NORTH OF OLD
 DP4418'CEMETERY ROAD, 1.9 FT (0.6 M) SOUTH OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DP4414 ***********************************************************************
 DP4414  DESIGNATION -  2908 S RESET
 DP4414  PID         -  DP4414
 DP4414  STATE/COUNTY-  MN/HUBBARD
 DP4414  COUNTRY     -  US
 DP4414  USGS QUAD   -  LAPORTE (2019)
 DP4414
 DP4414                         *CURRENT SURVEY CONTROL
 DP4414  ______________________________________________________________________
 DP4414* NAD 83(1986) POSITION- 47 12 58.58   (N) 094 49 49.99   (W)   HD_HELD1
 DP4414* NAVD 88 ORTHO HEIGHT -   427.553 (meters)     1402.73  (feet) ADJUSTED
 DP4414  ______________________________________________________________________
 DP4414  GEOID HEIGHT    -        -27.722 (meters)                     GEOID18
 DP4414  DYNAMIC HEIGHT  -        427.595 (meters)     1402.87  (feet) COMP
 DP4414  MODELED GRAVITY -    980,698.2   (mgal)                       NAVD 88
 DP4414
 DP4414  VERT ORDER      -  SECOND    CLASS I
 DP4414
 DP4414.The horizontal coordinates were determined by differentially corrected
 DP4414.hand held GPS observations or other comparable positioning techniques
 DP4414.and have an estimated accuracy of +/- 3 meters.
 DP4414
 DP4414.The orthometric height was determined by differential leveling and
 DP4414.adjusted by the NATIONAL GEODETIC SURVEY
 DP4414.in February 2020.
 DP4414
 DP4414.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP4414.GEOID18 height accuracy estimate available here.
 DP4414
 DP4414.Click photographs - Photos may exist for this station.
 DP4414
 DP4414.The dynamic height is computed by dividing the NAVD 88
 DP4414.geopotential number by the normal gravity value computed on the
 DP4414.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP4414.degrees latitude (g = 980.6199 gals.).
 DP4414
 DP4414.The modeled gravity was interpolated from observed gravity values.
 DP4414
 DP4414;                    North         East    Units  Estimated Accuracy
 DP4414;SPC MN C     -   346,505.4     756,022.6     MT  (+/- 3 meters HH1 GPS) 
 DP4414
 DP4414_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUN6139530823(NAD 83)
 DP4414
 DP4414                          SUPERSEDED SURVEY CONTROL
 DP4414
 DP4414  NAVD 88 (08/26/19)  427.550  (m)         1402.72   (f) SUPERSEDED  2 1
 DP4414  NAVD 88 (06/17/15)  427.534  (m)         1402.67   (f) SUPERSEDED  2 1
 DP4414
 DP4414.Superseded values are not recommended for survey control.
 DP4414
 DP4414.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DP4414.See file dsdata.pdf to determine how the superseded data were derived.
 DP4414
 DP4414_MARKER: I = METAL ROD
 DP4414_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DP4414_STAMPING: 2908 S RESET 2013
 DP4414_MARK LOGO: MNDT
 DP4414_PROJECTION: RECESSED 5 CENTIMETERS
 DP4414_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DP4414_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DP4414_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP4414+SATELLITE: SATELLITE OBSERVATIONS - July 31, 2013
 DP4414_ROD/PIPE-DEPTH: 19.8 meters
 DP4414
 DP4414  HISTORY     - Date     Condition        Report By
 DP4414  HISTORY     - 20130731 MONUMENTED       MNDT
 DP4414
 DP4414                          STATION DESCRIPTION
 DP4414
 DP4414'DESCRIBED BY MN DEPT OF TRANSP 2013
 DP4414'THE STATION IS LOCATED ABOUT 7.7 MI (12.4 KM) WEST-NORTHWEST OF
 DP4414'BENEDICT, 6.1 MI (9.8 KM) SOUTH-SOUTHWEST OF GUTHRIE AND 3.6 MI (5.8
 DP4414'KM) WEST OF LAPORTE.
 DP4414'
 DP4414'TO REACH THE MARK GO 3.05 MI (4.9 KM) SOUTHEAST ALONG TRUNK HIGHWAY
 DP4414'200 FROM THE JUNCTION OF TRUNK HIGHWAY 200 AND TRUNK HIGHWAY 71 INCH
 DP4414'(180 CM) KABEKONA, AT TRUNK HIGHWAY 200 MILE POINT 108.05.
 DP4414'
 DP4414'THE MARK IS LOCATED 85.0 FT (25.9 M) NORTH OF TRUNK HIGHWAY 200, 25.0
 DP4414'FT (7.6 M) WEST OF ENTRANCE, 1.4 FT (0.4 M) SOUTH OF A WITNESS POST.
 DP4414'
 DP4414'NOTE - THE STATION MARK CONSISTS OF A 3/4 INCH (19 MM) DIAMETER
 DP4414'ALUMINUM ROD DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL MARK
 DP4414'REMOVABLE DISK SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY
 DP4414'A SIX-INCH PVC PIPE BACKFILLED WITH WASHED SAND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DP4416 ***********************************************************************
 DP4416  DESIGNATION -  2908 T RESET
 DP4416  PID         -  DP4416
 DP4416  STATE/COUNTY-  MN/HUBBARD
 DP4416  COUNTRY     -  US
 DP4416  USGS QUAD   -  LAPORTE (2019)
 DP4416
 DP4416                         *CURRENT SURVEY CONTROL
 DP4416  ______________________________________________________________________
 DP4416* NAD 83(2011) POSITION- 47 13 00.61890(N) 094 51 02.39430(W)   ADJUSTED
 DP4416* NAD 83(2011) ELLIP HT-   398.147 (meters)        (04/18/18)   ADJUSTED
 DP4416* NAD 83(2011) EPOCH   -  2010.00
 DP4416* NAVD 88 ORTHO HEIGHT -   425.857 (meters)     1397.17  (feet) ADJUSTED
 DP4416  ______________________________________________________________________
 DP4416  GEOID HEIGHT    -        -27.699 (meters)                     GEOID18
 DP4416  NAD 83(2011) X  -   -367,011.064 (meters)                     COMP
 DP4416  NAD 83(2011) Y  - -4,324,751.753 (meters)                     COMP
 DP4416  NAD 83(2011) Z  -  4,658,464.252 (meters)                     COMP
 DP4416  LAPLACE CORR    -         -3.61  (seconds)                    DEFLEC18
 DP4416  DYNAMIC HEIGHT  -        425.899 (meters)     1397.30  (feet) COMP
 DP4416  MODELED GRAVITY -    980,698.7   (mgal)                       NAVD 88
 DP4416
 DP4416  VERT ORDER      -  SECOND    CLASS I
 DP4416
 DP4416  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DP4416  Standards:
 DP4416         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DP4416            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DP4416  -------------------------------------------------------------------
 DP4416  NETWORK    0.45   1.55           0.21   0.15   0.79      0.00557624
 DP4416  -------------------------------------------------------------------
 DP4416  Click here for local accuracies and other accuracy information.
 DP4416
 DP4416.The horizontal coordinates were established by GPS observations
 DP4416.and adjusted by the MN DEPT OF TRANSP in April 2018.
 DP4416
 DP4416.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DP4416.been affixed to the stable North American tectonic plate. See 
 DP4416.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DP4416
 DP4416.The horizontal coordinates are valid at the epoch date displayed above
 DP4416.which is a decimal equivalence of Year/Month/Day.
 DP4416
 DP4416.The orthometric height was determined by differential leveling and
 DP4416.adjusted by the NATIONAL GEODETIC SURVEY
 DP4416.in February 2020.
 DP4416
 DP4416.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP4416.GEOID18 height accuracy estimate available here.
 DP4416
 DP4416.Click photographs - Photos may exist for this station.
 DP4416
 DP4416.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DP4416
 DP4416.The Laplace correction was computed from DEFLEC18 derived deflections.
 DP4416
 DP4416.The ellipsoidal height was determined by GPS observations
 DP4416.and is referenced to NAD 83.
 DP4416
 DP4416.The dynamic height is computed by dividing the NAVD 88
 DP4416.geopotential number by the normal gravity value computed on the
 DP4416.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP4416.degrees latitude (g = 980.6199 gals.).
 DP4416
 DP4416.The modeled gravity was interpolated from observed gravity values.
 DP4416
 DP4416. The following values were computed from the NAD 83(2011) position.
 DP4416
 DP4416;                    North         East     Units Scale Factor Converg.
 DP4416;SPC MN C     -   346,579.708   754,499.555   MT  1.00004076   -0 26 04.3
 DP4416;SPC MN C     - 1,137,070.26  2,475,387.29   sFT  1.00004076   -0 26 04.3
 DP4416;UTM  15      - 5,230,922.249   359,874.216   MT  0.99984132   -1 21 30.5
 DP4416
 DP4416!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DP4416!SPC MN C     -   0.99993760  x   1.00004076  =   0.99997835
 DP4416!UTM  15      -   0.99993760  x   0.99984132  =   0.99977893
 DP4416
 DP4416_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUN5987430922(NAD 83)
 DP4416
 DP4416                          SUPERSEDED SURVEY CONTROL
 DP4416
 DP4416  NAVD 88 (08/26/19)  425.853  (m)         1397.15   (f) SUPERSEDED  2 1
 DP4416  NAVD 88 (06/17/15)  425.837  (m)         1397.10   (f) SUPERSEDED  2 1
 DP4416
 DP4416.Superseded values are not recommended for survey control.
 DP4416
 DP4416.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DP4416.See file dsdata.pdf to determine how the superseded data were derived.
 DP4416
 DP4416_MARKER: I = METAL ROD
 DP4416_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DP4416_STAMPING: 2908 T RESET 2013
 DP4416_MARK LOGO: MNDT
 DP4416_PROJECTION: RECESSED 5 CENTIMETERS
 DP4416_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DP4416_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DP4416_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP4416+SATELLITE: SATELLITE OBSERVATIONS - June 08, 2017
 DP4416_ROD/PIPE-DEPTH: 4.6 meters
 DP4416
 DP4416  HISTORY     - Date     Condition        Report By
 DP4416  HISTORY     - 20130731 MONUMENTED       MNDT
 DP4416  HISTORY     - 20170608 GOOD             MNDT
 DP4416
 DP4416                          STATION DESCRIPTION
 DP4416
 DP4416'DESCRIBED BY MN DEPT OF TRANSP 2013
 DP4416'THE STATION IS LOCATED ABOUT 6.8 MI (10.9 KM) EAST OF LAKE GEORGE, 6.4
 DP4416'MI (10.3 KM) SOUTH-SOUTHWEST OF GUTHRIE AND 4.6 MI (7.4 KM) WEST OF
 DP4416'LAPORTE.
 DP4416'
 DP4416'TO REACH THE MARK GO 2.1 MI (3.4 KM) SOUTHEAST ALONG TRUNK HIGHWAY 200
 DP4416'FROM THE JUNCTION OF TRUNK HIGHWAY 200 AND TRUNK HIGHWAY 71 INCH (180
 DP4416'CM) KABEKONA, AT TRUNK HIGHWAY 200 MILE POINT 107.10.
 DP4416'
 DP4416'THE MARK IS LOCATED 105.5 FT (32.2 M) NORTH OF TRUNK HIGHWAY 200, 32.5
 DP4416'FT (9.9 M) EAST OF OLD CEMETERY ROAD, 3.0 FT (0.9 M) WEST OF A WITNESS
 DP4416'POST.
 DP4416'
 DP4416'NOTE - THE STATION MARK CONSISTS OF A 3/4 INCH (19 MM) DIAMETER
 DP4416'ALUMINUM ROD DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL MARK
 DP4416'REMOVABLE DISK SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY
 DP4416'A SIX-INCH PVC PIPE BACKFILLED WITH WASHED SAND.
 DP4416
 DP4416                          STATION RECOVERY (2017)
 DP4416
 DP4416'RECOVERY NOTE BY MN DEPT OF TRANSP 2017 (MPG)
 DP4416'2.0 MILES SOUTHEAST OF KABEKONA, 2.1 MILES SOUTHEAST ALONG TRUNK
 DP4416'HIGHWAY 200 FROM THE JUNCTION OF TRUNK HIGHWAY 200 AND TRUNK HIGHWAY
 DP4416'71 IN KABEKONA, AT TRUNK HIGHWAY 200 MILEPOINT 107.10, 105.5 FEET
 DP4416'NORTH OF TRUNK HIGHWAY 200, 32.5 FEET EAST OF OLD CEMETERY ROAD, 3.0
 DP4416'FEET WEST OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DJ9400 ***********************************************************************
 DJ9400  DESIGNATION -  2908 U
 DJ9400  PID         -  DJ9400
 DJ9400  STATE/COUNTY-  MN/HUBBARD
 DJ9400  COUNTRY     -  US
 DJ9400  USGS QUAD   -  LAPORTE (2019)
 DJ9400
 DJ9400                         *CURRENT SURVEY CONTROL
 DJ9400  ______________________________________________________________________
 DJ9400* NAD 83(1986) POSITION- 47 12 58.00   (N) 094 47 11.09   (W)   HD_HELD1
 DJ9400* NAVD 88 ORTHO HEIGHT -   406.360 (meters)     1333.20  (feet) ADJUSTED
 DJ9400  ______________________________________________________________________
 DJ9400  GEOID HEIGHT    -        -27.775 (meters)                     GEOID18
 DJ9400  DYNAMIC HEIGHT  -        406.398 (meters)     1333.32  (feet) COMP
 DJ9400  MODELED GRAVITY -    980,696.4   (mgal)                       NAVD 88
 DJ9400
 DJ9400  VERT ORDER      -  SECOND    CLASS I
 DJ9400
 DJ9400.The horizontal coordinates were determined by differentially corrected
 DJ9400.hand held GPS observations or other comparable positioning techniques
 DJ9400.and have an estimated accuracy of +/- 3 meters.
 DJ9400
 DJ9400.The orthometric height was determined by differential leveling and
 DJ9400.adjusted by the NATIONAL GEODETIC SURVEY
 DJ9400.in February 2020.
 DJ9400
 DJ9400.Significant digits in the geoid height do not necessarily reflect accuracy.
 DJ9400.GEOID18 height accuracy estimate available here.
 DJ9400
 DJ9400.Click photographs - Photos may exist for this station.
 DJ9400
 DJ9400.The dynamic height is computed by dividing the NAVD 88
 DJ9400.geopotential number by the normal gravity value computed on the
 DJ9400.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ9400.degrees latitude (g = 980.6199 gals.).
 DJ9400
 DJ9400.The modeled gravity was interpolated from observed gravity values.
 DJ9400
 DJ9400;                    North         East    Units  Estimated Accuracy
 DJ9400;SPC MN C     -   346,463.9     759,366.0     MT  (+/- 3 meters HH1 GPS) 
 DJ9400
 DJ9400_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUN6473730728(NAD 83)
 DJ9400
 DJ9400                          SUPERSEDED SURVEY CONTROL
 DJ9400
 DJ9400  NAVD 88 (08/26/19)  406.356  (m)         1333.19   (f) SUPERSEDED  2 1
 DJ9400  NAVD 88 (07/14/08)  406.345  (m)         1333.15   (f) SUPERSEDED  2 1
 DJ9400
 DJ9400.Superseded values are not recommended for survey control.
 DJ9400
 DJ9400.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ9400.See file dsdata.pdf to determine how the superseded data were derived.
 DJ9400
 DJ9400_MARKER: DV = VERTICAL CONTROL DISK
 DJ9400_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 DJ9400+WITH SETTING: INFORMATION.
 DJ9400_STAMPING: 2908 U 2002
 DJ9400_MARK LOGO: MNDT
 DJ9400_PROJECTION: FLUSH
 DJ9400_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DJ9400_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DJ9400_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DJ9400+SATELLITE: SATELLITE OBSERVATIONS - July 17, 2014
 DJ9400
 DJ9400  HISTORY     - Date     Condition        Report By
 DJ9400  HISTORY     - 19910819 MONUMENTED       MNDT
 DJ9400  HISTORY     - 20020819 GOOD             MNDT
 DJ9400  HISTORY     - 20130731 GOOD             MNDT
 DJ9400  HISTORY     - 20140717 GOOD             MNDT
 DJ9400
 DJ9400                          STATION DESCRIPTION
 DJ9400
 DJ9400'DESCRIBED BY MN DEPT OF TRANSP 2002 (WAS)
 DJ9400'THE MARK IS A STANDARD MNDT VERTICAL CONTROL DISK SET ATOP A ROD OF
 DJ9400'UNKNOWN DEPTH 1.5 MI (2.4 KM) WEST OF LAPORTE, 0.5 MI (0.8 KM) EAST
 DJ9400'ALONG TH 200 FROM THE JUNCTION OF TH 200 AND TH 64 (ABOUT 2 MI (3.2
 DJ9400'KM) WEST OF LAPORTE), AT TH 200 MILEPOST 110.15, 97.6 FT (29.7 M)
 DJ9400'NORTH OF TH 200, 28.5 FT (8.7 M) WEST OF A FIELD ENTRANCE, 2.0 FT (0.6
 DJ9400'M) SOUTH OF A WITNESS POST.  THE MARK WAS SET IN 1991 THEN LEVELED TO
 DJ9400'AND STAMPED IN 2002.
 DJ9400
 DJ9400                          STATION RECOVERY (2013)
 DJ9400
 DJ9400'RECOVERY NOTE BY MN DEPT OF TRANSP 2013 (KMS)
 DJ9400'THE STATION IS LOCATED ABOUT 6.0 MI (9.7 KM) NORTHWEST OF BENEDICT,
 DJ9400'5.8 MI (9.3 KM) SOUTH OF GUTHRIE AND 1.5 MI (2.4 KM) WEST OF LAPORTE.
 DJ9400'
 DJ9400'TO REACH THE MARK GO 0.5 MI (0.8 KM) EAST ALONG TRUNK HIGHWAY 200 FROM
 DJ9400'THE JUNCTION OF TRUNK HIGHWAY 200 AND TRUNK HIGHWAY 64 (JUNCTION IS
 DJ9400'2.0 MI (3.2 KM) WEST OF LA PORTE, AT TRUNK HIGHWAY 200 MILE POINT
 DJ9400'110.15.
 DJ9400'
 DJ9400'THE MARK IS LOCATED 97.6 FT (29.7 M) NORTH OF TRUNK HIGHWAY 200, 28.5
 DJ9400'FT (8.7 M) WEST OF DRIVEWAY NUMBER 27772, 2.0 FT (0.6 M) SOUTH OF A
 DJ9400'WITNESS POST.
 DJ9400
 DJ9400                          STATION RECOVERY (2014)
 DJ9400
 DJ9400'RECOVERY NOTE BY MN DEPT OF TRANSP 2014 (KMS)
 DJ9400'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DP4417 ***********************************************************************
 DP4417  DESIGNATION -  2908 V
 DP4417  PID         -  DP4417
 DP4417  STATE/COUNTY-  MN/HUBBARD
 DP4417  COUNTRY     -  US
 DP4417  USGS QUAD   -  LAPORTE (2019)
 DP4417
 DP4417                         *CURRENT SURVEY CONTROL
 DP4417  ______________________________________________________________________
 DP4417* NAD 83(1986) POSITION- 47 13 05.55   (N) 094 51 57.02   (W)   HD_HELD1
 DP4417* NAVD 88 ORTHO HEIGHT -   432.008 (meters)     1417.35  (feet) ADJUSTED
 DP4417  ______________________________________________________________________
 DP4417  GEOID HEIGHT    -        -27.683 (meters)                     GEOID18
 DP4417  DYNAMIC HEIGHT  -        432.049 (meters)     1417.48  (feet) COMP
 DP4417  MODELED GRAVITY -    980,694.4   (mgal)                       NAVD 88
 DP4417
 DP4417  VERT ORDER      -  SECOND    CLASS I
 DP4417
 DP4417.The horizontal coordinates were determined by differentially corrected
 DP4417.hand held GPS observations or other comparable positioning techniques
 DP4417.and have an estimated accuracy of +/- 3 meters.
 DP4417
 DP4417.The orthometric height was determined by differential leveling and
 DP4417.adjusted by the NATIONAL GEODETIC SURVEY
 DP4417.in February 2020.
 DP4417
 DP4417.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP4417.GEOID18 height accuracy estimate available here.
 DP4417
 DP4417.Click photographs - Photos may exist for this station.
 DP4417
 DP4417.The dynamic height is computed by dividing the NAVD 88
 DP4417.geopotential number by the normal gravity value computed on the
 DP4417.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP4417.degrees latitude (g = 980.6199 gals.).
 DP4417
 DP4417.The modeled gravity was interpolated from observed gravity values.
 DP4417
 DP4417;                    North         East    Units  Estimated Accuracy
 DP4417;SPC MN C     -   346,740.8     753,351.3     MT  (+/- 3 meters HH1 GPS) 
 DP4417
 DP4417_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUN5872831101(NAD 83)
 DP4417
 DP4417                          SUPERSEDED SURVEY CONTROL
 DP4417
 DP4417  NAVD 88 (08/26/19)  432.004  (m)         1417.33   (f) SUPERSEDED  2 1
 DP4417  NAVD 88 (06/17/15)  431.988  (m)         1417.28   (f) SUPERSEDED  2 1
 DP4417
 DP4417.Superseded values are not recommended for survey control.
 DP4417
 DP4417.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DP4417.See file dsdata.pdf to determine how the superseded data were derived.
 DP4417
 DP4417_MARKER: I = METAL ROD
 DP4417_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DP4417_STAMPING: 2908 V 2013
 DP4417_MARK LOGO: MNDT
 DP4417_PROJECTION: RECESSED 5 CENTIMETERS
 DP4417_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DP4417_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DP4417_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP4417+SATELLITE: SATELLITE OBSERVATIONS - June 14, 2023
 DP4417_ROD/PIPE-DEPTH: 4.6 meters
 DP4417
 DP4417  HISTORY     - Date     Condition        Report By
 DP4417  HISTORY     - 20130814 MONUMENTED       MNDT
 DP4417  HISTORY     - 20230614 GOOD             MNDT
 DP4417
 DP4417                          STATION DESCRIPTION
 DP4417
 DP4417'DESCRIBED BY MN DEPT OF TRANSP 2013
 DP4417'THE STATION IS LOCATED ABOUT 6.7 MI (10.8 KM) SOUTH-SOUTHWEST OF
 DP4417'GUTHRIE, 6.1 MI (9.8 KM) EAST-NORTHEAST OF LAKE GEORGE AND 5.3 MI (8.5
 DP4417'KM) WEST OF LAPORTE.
 DP4417'
 DP4417'TO REACH THE MARK GO 1.3 MI (2.1 KM) SOUTHEAST ALONG TRUNK HIGHWAY 200
 DP4417'FROM THE JUNCTION OF TRUNK HIGHWAY 200 AND TRUNK HIGHWAY 71 INCH (180
 DP4417'CM) KABEKONA, AT TRUNK HIGHWAY 200 MILE POINT 106.3.
 DP4417'
 DP4417'THE MARK IS LOCATED 80.4 FT (24.5 M) SOUTH-SOUTHWEST TRUNK HIGHWAY
 DP4417'200, 1.5 FT (0.5 M) NORTHEAST OF A WITNESS POST.
 DP4417'
 DP4417'NOTE - THE STATION MARK CONSISTS OF A 3/4 INCH (19 MM) DIAMETER
 DP4417'ALUMINUM ROD DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL MARK
 DP4417'REMOVABLE DISK SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY
 DP4417'A SIX-INCH PVC PIPE BACKFILLED WITH WASHED SAND.
 DP4417
 DP4417                          STATION RECOVERY (2023)
 DP4417
 DP4417'RECOVERY NOTE BY MN DEPT OF TRANSP 2023 (AJH)
 DP4417'1.35 MI (2.17 KM) SOUTHEAST OF KABEKONA, 1.3 MI (2.1 KM) SOUTHEAST
 DP4417'ALONG TRUNK HIGHWAY 200 FROM THE JUNCTION OF TRUNK HIGHWAY 200 AND
 DP4417'TRUNK HIGHWAY 71 IN KABEKONA, AT TRUNK HIGHWAY 200 MILE POINT 106.40,
 DP4417'80.4 FT (24.5 M) SOUTH-SOUTHWEST TRUNK HIGHWAY 200, 1.5 FT (0.5 M)
 DP4417'NORTHEAST OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DP4413 ***********************************************************************
 DP4413  DESIGNATION -  2908 W
 DP4413  PID         -  DP4413
 DP4413  STATE/COUNTY-  MN/HUBBARD
 DP4413  COUNTRY     -  US
 DP4413  USGS QUAD   -  LAPORTE (2019)
 DP4413
 DP4413                         *CURRENT SURVEY CONTROL
 DP4413  ______________________________________________________________________
 DP4413* NAD 83(2011) POSITION- 47 12 58.17297(N) 094 48 48.15204(W)   ADJUSTED
 DP4413* NAD 83(2011) ELLIP HT-   379.485 (meters)        (04/18/18)   ADJUSTED
 DP4413* NAD 83(2011) EPOCH   -  2010.00
 DP4413* NAVD 88 ORTHO HEIGHT -   407.247 (meters)     1336.11  (feet) ADJUSTED
 DP4413  ______________________________________________________________________
 DP4413  GEOID HEIGHT    -        -27.744 (meters)                     GEOID18
 DP4413  NAD 83(2011) X  -   -364,199.919 (meters)                     COMP
 DP4413  NAD 83(2011) Y  - -4,325,032.311 (meters)                     COMP
 DP4413  NAD 83(2011) Z  -  4,658,399.246 (meters)                     COMP
 DP4413  LAPLACE CORR    -         -3.63  (seconds)                    DEFLEC18
 DP4413  DYNAMIC HEIGHT  -        407.287 (meters)     1336.24  (feet) COMP
 DP4413  MODELED GRAVITY -    980,697.6   (mgal)                       NAVD 88
 DP4413
 DP4413  VERT ORDER      -  SECOND    CLASS I
 DP4413
 DP4413  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DP4413  Standards:
 DP4413         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DP4413            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DP4413  -------------------------------------------------------------------
 DP4413  NETWORK    0.45   1.55           0.21   0.15   0.79      0.00682436
 DP4413  -------------------------------------------------------------------
 DP4413  Click here for local accuracies and other accuracy information.
 DP4413
 DP4413.The horizontal coordinates were established by GPS observations
 DP4413.and adjusted by the MN DEPT OF TRANSP in April 2018.
 DP4413
 DP4413.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DP4413.been affixed to the stable North American tectonic plate. See 
 DP4413.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DP4413
 DP4413.The horizontal coordinates are valid at the epoch date displayed above
 DP4413.which is a decimal equivalence of Year/Month/Day.
 DP4413
 DP4413.The orthometric height was determined by differential leveling and
 DP4413.adjusted by the NATIONAL GEODETIC SURVEY
 DP4413.in February 2020.
 DP4413
 DP4413.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP4413.GEOID18 height accuracy estimate available here.
 DP4413
 DP4413.Click photographs - Photos may exist for this station.
 DP4413
 DP4413.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DP4413
 DP4413.The Laplace correction was computed from DEFLEC18 derived deflections.
 DP4413
 DP4413.The ellipsoidal height was determined by GPS observations
 DP4413.and is referenced to NAD 83.
 DP4413
 DP4413.The dynamic height is computed by dividing the NAVD 88
 DP4413.geopotential number by the normal gravity value computed on the
 DP4413.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP4413.degrees latitude (g = 980.6199 gals.).
 DP4413
 DP4413.The modeled gravity was interpolated from observed gravity values.
 DP4413
 DP4413. The following values were computed from the NAD 83(2011) position.
 DP4413
 DP4413;                    North         East     Units Scale Factor Converg.
 DP4413;SPC MN C     -   346,483.415   757,323.653   MT  1.00004058   -0 24 27.1
 DP4413;SPC MN C     - 1,136,754.34  2,484,652.68   sFT  1.00004058   -0 24 27.1
 DP4413;UTM  15      - 5,230,780.467   362,695.819   MT  0.99983170   -1 19 51.9
 DP4413
 DP4413!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DP4413!SPC MN C     -   0.99994052  x   1.00004058  =   0.99998110
 DP4413!UTM  15      -   0.99994052  x   0.99983170  =   0.99977223
 DP4413
 DP4413_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUN6269530780(NAD 83)
 DP4413
 DP4413                          SUPERSEDED SURVEY CONTROL
 DP4413
 DP4413  NAVD 88 (08/26/19)  407.244  (m)         1336.10   (f) SUPERSEDED  2 1
 DP4413  NAVD 88 (06/17/15)  407.229  (m)         1336.05   (f) SUPERSEDED  2 1
 DP4413
 DP4413.Superseded values are not recommended for survey control.
 DP4413
 DP4413.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DP4413.See file dsdata.pdf to determine how the superseded data were derived.
 DP4413
 DP4413_MARKER: I = METAL ROD
 DP4413_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DP4413_STAMPING: 2908 W 2013
 DP4413_MARK LOGO: MNDT
 DP4413_PROJECTION: RECESSED 8 CENTIMETERS
 DP4413_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DP4413_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DP4413_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP4413+SATELLITE: SATELLITE OBSERVATIONS - June 08, 2017
 DP4413_ROD/PIPE-DEPTH: 22.9 meters
 DP4413
 DP4413  HISTORY     - Date     Condition        Report By
 DP4413  HISTORY     - 20130813 MONUMENTED       MNDT
 DP4413  HISTORY     - 20140717 GOOD             MNDT
 DP4413  HISTORY     - 20170608 GOOD             MNDT
 DP4413
 DP4413                          STATION DESCRIPTION
 DP4413
 DP4413'DESCRIBED BY MN DEPT OF TRANSP 2013
 DP4413'THE STATION IS LOCATED ABOUT 7.1 MI (11.4 KM) NORTHWEST OF BENEDICT,
 DP4413'5.9 MI (9.5 KM) SOUTH OF GUTHRIE AND 2.8 MI (4.5 KM) WEST OF LAPORTE.
 DP4413'
 DP4413'TO REACH THE MARK GO 3.75 MI (6.0 KM) SOUTHEAST ALONG TRUNK HIGHWAY
 DP4413'200 FROM THE JUNCTION OF TRUNK HIGHWAY 200 AND TRUNK HIGHWAY 71 INCH
 DP4413'(180 CM) KABEKONA, AT TRUNK HIGHWAY 200 MILE POINT 108.85.
 DP4413'
 DP4413'THE MARK IS LOCATED 36.5 FT (11.1 M) NORTH TRUNK HIGHWAY 200, 152.4 FT
 DP4413'(46.5 M) WEST OF COUNTY ROAD 36, 1.5 FT (0.5 M) SOUTH OF A WITNESS
 DP4413'POST.
 DP4413'
 DP4413'NOTE - THE STATION MARK CONSISTS OF A 3/4 INCH (19 MM) DIAMETER
 DP4413'ALUMINUM ROD DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL MARK
 DP4413'REMOVABLE DISK SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY
 DP4413'A SIX-INCH PVC PIPE BACKFILLED WITH WASHED SAND.
 DP4413
 DP4413                          STATION RECOVERY (2014)
 DP4413
 DP4413'RECOVERY NOTE BY MN DEPT OF TRANSP 2014 (KMS)
 DP4413'3.15 MI (5.1 KM) SOUTHEAST OF KABEKONA, 3.75 MI (6.0 KM) SOUTHEAST
 DP4413'ALONG TRUNK HIGHWAY 200  FROM THE JUNCTION OF TRUNK HIGHWAY 200 AND
 DP4413'TRUNK HIGHWAY 71 IN KABEKONA, AT TRUNK HIGHWAY 200 MILE POINT 108.85,
 DP4413'36.5 FT (11.1 M) NORTH TRUNK HIGHWAY 200, 152.4 FT (46.5 M) WEST OF
 DP4413'COUNTY ROAD 36, 1.5 FT (0.5 M) SOUTH OF A WITNESS POST.
 DP4413
 DP4413                          STATION RECOVERY (2017)
 DP4413
 DP4413'RECOVERY NOTE BY MN DEPT OF TRANSP 2017 (DXW)
 DP4413'3.15 MILES SOUTHEAST OF KABEKONA, 3.75 MILES SOUTHEAST ALONG TRUNK
 DP4413'HIGHWAY 200 FROM THE JUNCTION OF TRUNK HIGHWAY 200 AND TRUNK HIGHWAY
 DP4413'71 IN KABEKONA, AT TRUNK HIGHWAY 200 MILEPOINT 108.85, 36.5 FEET NORTH
 DP4413'TRUNK HIGHWAY 200, 152.4 FEET WEST OF COUNTY ROAD 36, 1.5 FEET SOUTH
 DP4413'OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DP4410 ***********************************************************************
 DP4410  DESIGNATION -  2908 X
 DP4410  PID         -  DP4410
 DP4410  STATE/COUNTY-  MN/HUBBARD
 DP4410  COUNTRY     -  US
 DP4410  USGS QUAD   -  LAPORTE (2019)
 DP4410
 DP4410                         *CURRENT SURVEY CONTROL
 DP4410  ______________________________________________________________________
 DP4410* NAD 83(2011) POSITION- 47 12 55.33646(N) 094 46 11.88361(W)   ADJUSTED
 DP4410* NAD 83(2011) ELLIP HT-   394.532 (meters)        (04/18/18)   ADJUSTED
 DP4410* NAD 83(2011) EPOCH   -  2010.00
 DP4410* NAVD 88 ORTHO HEIGHT -   422.337 (meters)     1385.62  (feet) ADJUSTED
 DP4410  ______________________________________________________________________
 DP4410  GEOID HEIGHT    -        -27.792 (meters)                     GEOID18
 DP4410  NAD 83(2011) X  -   -360,929.320 (meters)                     COMP
 DP4410  NAD 83(2011) Y  - -4,325,381.247 (meters)                     COMP
 DP4410  NAD 83(2011) Z  -  4,658,350.787 (meters)                     COMP
 DP4410  LAPLACE CORR    -         -3.18  (seconds)                    DEFLEC18
 DP4410  DYNAMIC HEIGHT  -        422.377 (meters)     1385.75  (feet) COMP
 DP4410  MODELED GRAVITY -    980,695.9   (mgal)                       NAVD 88
 DP4410
 DP4410  VERT ORDER      -  SECOND    CLASS I
 DP4410
 DP4410  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DP4410  Standards:
 DP4410         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DP4410            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DP4410  -------------------------------------------------------------------
 DP4410  NETWORK    0.43   1.35           0.20   0.14   0.69      0.00753359
 DP4410  -------------------------------------------------------------------
 DP4410  Click here for local accuracies and other accuracy information.
 DP4410
 DP4410.The horizontal coordinates were established by GPS observations
 DP4410.and adjusted by the MN DEPT OF TRANSP in April 2018.
 DP4410
 DP4410.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DP4410.been affixed to the stable North American tectonic plate. See 
 DP4410.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DP4410
 DP4410.The horizontal coordinates are valid at the epoch date displayed above
 DP4410.which is a decimal equivalence of Year/Month/Day.
 DP4410
 DP4410.The orthometric height was determined by differential leveling and
 DP4410.adjusted by the NATIONAL GEODETIC SURVEY
 DP4410.in February 2020.
 DP4410
 DP4410.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP4410.GEOID18 height accuracy estimate available here.
 DP4410
 DP4410.Click photographs - Photos may exist for this station.
 DP4410
 DP4410.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DP4410
 DP4410.The Laplace correction was computed from DEFLEC18 derived deflections.
 DP4410
 DP4410.The ellipsoidal height was determined by GPS observations
 DP4410.and is referenced to NAD 83.
 DP4410
 DP4410.The dynamic height is computed by dividing the NAVD 88
 DP4410.geopotential number by the normal gravity value computed on the
 DP4410.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP4410.degrees latitude (g = 980.6199 gals.).
 DP4410
 DP4410.The modeled gravity was interpolated from observed gravity values.
 DP4410
 DP4410. The following values were computed from the NAD 83(2011) position.
 DP4410
 DP4410;                    North         East     Units Scale Factor Converg.
 DP4410;SPC MN C     -   346,373.329   760,611.227   MT  1.00004036   -0 22 34.1
 DP4410;SPC MN C     - 1,136,393.16  2,495,438.67   sFT  1.00004036   -0 22 34.1
 DP4410;UTM  15      - 5,230,617.455   365,980.488   MT  0.99982074   -1 17 57.1
 DP4410
 DP4410!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DP4410!SPC MN C     -   0.99993816  x   1.00004036  =   0.99997852
 DP4410!UTM  15      -   0.99993816  x   0.99982074  =   0.99975891
 DP4410
 DP4410_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUN6598030617(NAD 83)
 DP4410
 DP4410                          SUPERSEDED SURVEY CONTROL
 DP4410
 DP4410  NAVD 88 (08/26/19)  422.334  (m)         1385.61   (f) SUPERSEDED  2 1
 DP4410  NAVD 88 (06/17/15)  422.326  (m)         1385.58   (f) SUPERSEDED  2 1
 DP4410
 DP4410.Superseded values are not recommended for survey control.
 DP4410
 DP4410.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DP4410.See file dsdata.pdf to determine how the superseded data were derived.
 DP4410
 DP4410_MARKER: I = METAL ROD
 DP4410_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DP4410_STAMPING: 2908 X 2013
 DP4410_MARK LOGO: MNDT
 DP4410_PROJECTION: RECESSED 5 CENTIMETERS
 DP4410_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DP4410_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DP4410_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP4410+SATELLITE: SATELLITE OBSERVATIONS - June 09, 2017
 DP4410_ROD/PIPE-DEPTH: 7.0 meters
 DP4410
 DP4410  HISTORY     - Date     Condition        Report By
 DP4410  HISTORY     - 20130813 MONUMENTED       MNDT
 DP4410  HISTORY     - 20140717 GOOD             MNDT
 DP4410  HISTORY     - 20170609 GOOD             MNDT
 DP4410
 DP4410                          STATION DESCRIPTION
 DP4410
 DP4410'DESCRIBED BY MN DEPT OF TRANSP 2013
 DP4410'THE STATION IS LOCATED ABOUT 5.9 MI (9.5 KM) SOUTH OF GUTHRIE, 5.5 MI
 DP4410'(8.8 KM) NORTHWEST OF BENEDICT AND 0.8 MI (1.3 KM) WEST OF LAPORTE.
 DP4410'
 DP4410'TO REACH THE MARK GO 0.5 MI (0.8 KM) WEST ALONG TRUNK HIGHWAY 200 FROM
 DP4410'THE JUNCTION OF TRUNK HIGHWAY 200 AND COUNTY ROAD 39 INCH (99 CM)
 DP4410'LAPORTE, AT TRUNK HIGHWAY 200 MILE POINT 110.95.
 DP4410'
 DP4410'THE MARK IS LOCATED 79.9 FT (24.4 M) SOUTH OF TRUNK HIGHWAY 200, 65.1
 DP4410'FT (19.8 M) EAST OF EXTENDED OLD BACKBOARD ROAD, 58.8 FT (17.9 M) EAST
 DP4410'OF DRIVEWAY NUMBER 28495, 1.5 FT (0.5 M) WEST OF A WITNESS POST.
 DP4410'
 DP4410'NOTE - THE STATION MARK CONSISTS OF A 3/4 INCH (19 MM) DIAMETER
 DP4410'ALUMINUM ROD DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL MARK
 DP4410'REMOVABLE DISK SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY
 DP4410'A SIX-INCH PVC PIPE BACKFILLED WITH WASHED SAND.
 DP4410
 DP4410                          STATION RECOVERY (2014)
 DP4410
 DP4410'RECOVERY NOTE BY MN DEPT OF TRANSP 2014 (KMS)
 DP4410'0.75 MI (1.2 KM) WEST OF LAPORTE, 0.5 MI (0.8 KM) WEST ALONG TRUNK
 DP4410'HIGHWAY 200  FROM THE JUNCTION OF TRUNK HIGHWAY 200 AND COUNTY ROAD 39
 DP4410'IN LAPORTE, AT TRUNK HIGHWAY 200 MILE POINT 110.95, 79.9 FT (24.4 M)
 DP4410'SOUTH OF TRUNK HIGHWAY 200, 65.1 FT (19.8 M) EAST OF EXTENDED OLD
 DP4410'BACKBOARD ROAD, 58.8 FT (17.9 M) EAST OF DRIVEWAY NUMBER 28495, 1.5 FT
 DP4410'(0.5 M) WEST OF A WITNESS POST.
 DP4410
 DP4410                          STATION RECOVERY (2017)
 DP4410
 DP4410'RECOVERY NOTE BY MN DEPT OF TRANSP 2017 (ALS)
 DP4410'0.75 MILE WEST OF LAPORTE, 0.5 MILE WEST ALONG TRUNK HIGHWAY 200 FROM
 DP4410'THE JUNCTION OF TRUNK HIGHWAY 200 AND COUNTY ROAD 39 IN LAPORTE, AT
 DP4410'TRUNK HIGHWAY 200 MILEPOINT 110.95, 79.9 FEET SOUTH OF TRUNK HIGHWAY
 DP4410'200, 65.1 FEET EAST OF EXTENDED OLD BACKBOARD ROAD, 58.8 FEET EAST OF
 DP4410'A DRIVEWAY NUMBER 28495, 1.5 FEET WEST OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DP4409 ***********************************************************************
 DP4409  DESIGNATION -  2908 Y
 DP4409  PID         -  DP4409
 DP4409  STATE/COUNTY-  MN/HUBBARD
 DP4409  COUNTRY     -  US
 DP4409  USGS QUAD   -  LAPORTE (2019)
 DP4409
 DP4409                         *CURRENT SURVEY CONTROL
 DP4409  ______________________________________________________________________
 DP4409* NAD 83(2011) POSITION- 47 12 49.00546(N) 094 45 08.86191(W)   ADJUSTED
 DP4409* NAD 83(2011) ELLIP HT-   378.001 (meters)        (04/18/18)   ADJUSTED
 DP4409* NAD 83(2011) EPOCH   -  2010.00
 DP4409* NAVD 88 ORTHO HEIGHT -   405.830 (meters)     1331.46  (feet) ADJUSTED
 DP4409  ______________________________________________________________________
 DP4409  GEOID HEIGHT    -        -27.809 (meters)                     GEOID18
 DP4409  NAD 83(2011) X  -   -359,618.694 (meters)                     COMP
 DP4409  NAD 83(2011) Y  - -4,325,623.136 (meters)                     COMP
 DP4409  NAD 83(2011) Z  -  4,658,205.843 (meters)                     COMP
 DP4409  LAPLACE CORR    -         -3.38  (seconds)                    DEFLEC18
 DP4409  DYNAMIC HEIGHT  -        405.868 (meters)     1331.59  (feet) COMP
 DP4409  MODELED GRAVITY -    980,695.4   (mgal)                       NAVD 88
 DP4409
 DP4409  VERT ORDER      -  SECOND    CLASS I
 DP4409
 DP4409  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DP4409  Standards:
 DP4409         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DP4409            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DP4409  -------------------------------------------------------------------
 DP4409  NETWORK    0.43   1.41           0.20   0.14   0.72      0.00546644
 DP4409  -------------------------------------------------------------------
 DP4409  Click here for local accuracies and other accuracy information.
 DP4409
 DP4409.The horizontal coordinates were established by GPS observations
 DP4409.and adjusted by the MN DEPT OF TRANSP in April 2018.
 DP4409
 DP4409.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DP4409.been affixed to the stable North American tectonic plate. See 
 DP4409.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DP4409
 DP4409.The horizontal coordinates are valid at the epoch date displayed above
 DP4409.which is a decimal equivalence of Year/Month/Day.
 DP4409
 DP4409.The orthometric height was determined by differential leveling and
 DP4409.adjusted by the NATIONAL GEODETIC SURVEY
 DP4409.in February 2020.
 DP4409
 DP4409.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP4409.GEOID18 height accuracy estimate available here.
 DP4409
 DP4409.Click photographs - Photos may exist for this station.
 DP4409
 DP4409.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DP4409
 DP4409.The Laplace correction was computed from DEFLEC18 derived deflections.
 DP4409
 DP4409.The ellipsoidal height was determined by GPS observations
 DP4409.and is referenced to NAD 83.
 DP4409
 DP4409.The dynamic height is computed by dividing the NAVD 88
 DP4409.geopotential number by the normal gravity value computed on the
 DP4409.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP4409.degrees latitude (g = 980.6199 gals.).
 DP4409
 DP4409.The modeled gravity was interpolated from observed gravity values.
 DP4409
 DP4409. The following values were computed from the NAD 83(2011) position.
 DP4409
 DP4409;                    North         East     Units Scale Factor Converg.
 DP4409;SPC MN C     -   346,169.252   761,936.091   MT  1.00003989   -0 21 48.5
 DP4409;SPC MN C     - 1,135,723.62  2,499,785.33   sFT  1.00003989   -0 21 48.5
 DP4409;UTM  15      - 5,230,392.114   367,301.600   MT  0.99981641   -1 17 10.7
 DP4409
 DP4409!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DP4409!SPC MN C     -   0.99994075  x   1.00003989  =   0.99998064
 DP4409!UTM  15      -   0.99994075  x   0.99981641  =   0.99975717
 DP4409
 DP4409_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUN6730130392(NAD 83)
 DP4409
 DP4409                          SUPERSEDED SURVEY CONTROL
 DP4409
 DP4409  NAVD 88 (08/26/19)  405.826  (m)         1331.45   (f) SUPERSEDED  2 1
 DP4409  NAVD 88 (06/17/15)  405.819  (m)         1331.42   (f) SUPERSEDED  2 1
 DP4409
 DP4409.Superseded values are not recommended for survey control.
 DP4409
 DP4409.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DP4409.See file dsdata.pdf to determine how the superseded data were derived.
 DP4409
 DP4409_MARKER: I = METAL ROD
 DP4409_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DP4409_STAMPING: 2908 Y 2013
 DP4409_MARK LOGO: MNDT
 DP4409_PROJECTION: RECESSED 3 CENTIMETERS
 DP4409_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DP4409_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DP4409_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP4409+SATELLITE: SATELLITE OBSERVATIONS - June 09, 2017
 DP4409_ROD/PIPE-DEPTH: 15.2 meters
 DP4409
 DP4409  HISTORY     - Date     Condition        Report By
 DP4409  HISTORY     - 20130814 MONUMENTED       MNDT
 DP4409  HISTORY     - 20170609 GOOD             MNDT
 DP4409
 DP4409                          STATION DESCRIPTION
 DP4409
 DP4409'DESCRIBED BY MN DEPT OF TRANSP 2013
 DP4409'THE STATION IS LOCATED ABOUT 6.3 MI (10.1 KM) SOUTH-SOUTHEAST OF
 DP4409'GUTHRIE, 4.8 MI (7.7 KM) NORTHWEST OF BENEDICT AND IN THE TOWN OF
 DP4409'LAPORTE, MN.
 DP4409'
 DP4409'TO REACH THE MARK AT THE JUNCTION OF TRUNK HIGHWAY 200 (CENTRAL
 DP4409'AVENUE) AND TRUNK HIGHWAY 200 (MAIN STREET) IN LAPORTE, AT TRUNK
 DP4409'HIGHWAY 200 MILE POINT 111.80.
 DP4409'
 DP4409'THE MARK IS LOCATED 56.8 FT (17.3 M) SOUTHWEST OF TRUNK HIGHWAY 200
 DP4409'(CENTRAL AVENUE), 214.7 FT (65.4 M) SOUTHEAST OF TRUNK HIGHWAY 200
 DP4409'(MAIN STREET), 28.5 FT (8.7 M) SOUTHWEST OF POWER POLE WITH LIGHT, 2.3
 DP4409'FT (0.7 M) NORTHEAST OF A WITNESS POST.
 DP4409'
 DP4409'NOTE - THE STATION MARK CONSISTS OF A 3/4 INCH (19 MM) DIAMETER
 DP4409'ALUMINUM ROD DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL MARK
 DP4409'REMOVABLE DISK SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY
 DP4409'A SIX-INCH PVC PIPE BACKFILLED WITH WASHED SAND.
 DP4409
 DP4409                          STATION RECOVERY (2017)
 DP4409
 DP4409'RECOVERY NOTE BY MN DEPT OF TRANSP 2017 (ALS)
 DP4409'IN LAPORTE, AT THE JUNCTION OF TRUNK HIGHWAY 200 (CENTRAL AVENUE) AND
 DP4409'TRUNK HIGHWAY 200 (MAIN STREET) IN LAPORTE, AT TRUNK HIGHWAY 200
 DP4409'MILEPOINT 111.80, 56.8 FEET SOUTHWEST OF TRUNK HIGHWAY 200 (CENTRAL
 DP4409'AVENUE), 214.7 FEET SOUTHEAST OF TRUNK HIGHWAY 200 (MAIN STREET), 28.5
 DP4409'FEET SOUTHWEST OF A POWER POLE WITH LIGHT, 2.3 FEET NORTHEAST OF A
 DP4409'WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DP4405 ***********************************************************************
 DP4405  DESIGNATION -  2908 Z
 DP4405  PID         -  DP4405
 DP4405  STATE/COUNTY-  MN/HUBBARD
 DP4405  COUNTRY     -  US
 DP4405  USGS QUAD   -  BENEDICT (2019)
 DP4405
 DP4405                         *CURRENT SURVEY CONTROL
 DP4405  ______________________________________________________________________
 DP4405* NAD 83(1986) POSITION- 47 11 10.31   (N) 094 43 19.30   (W)   HD_HELD1
 DP4405* NAVD 88 ORTHO HEIGHT -   397.028 (meters)     1302.58  (feet) ADJUSTED
 DP4405  ______________________________________________________________________
 DP4405  GEOID HEIGHT    -        -27.804 (meters)                     GEOID18
 DP4405  DYNAMIC HEIGHT  -        397.065 (meters)     1302.70  (feet) COMP
 DP4405  MODELED GRAVITY -    980,693.7   (mgal)                       NAVD 88
 DP4405
 DP4405  VERT ORDER      -  SECOND    CLASS I
 DP4405
 DP4405.The horizontal coordinates were determined by differentially corrected
 DP4405.hand held GPS observations or other comparable positioning techniques
 DP4405.and have an estimated accuracy of +/- 3 meters.
 DP4405
 DP4405.The orthometric height was determined by differential leveling and
 DP4405.adjusted by the NATIONAL GEODETIC SURVEY
 DP4405.in February 2020.
 DP4405
 DP4405.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP4405.GEOID18 height accuracy estimate available here.
 DP4405
 DP4405.Click photographs - Photos may exist for this station.
 DP4405
 DP4405.The dynamic height is computed by dividing the NAVD 88
 DP4405.geopotential number by the normal gravity value computed on the
 DP4405.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP4405.degrees latitude (g = 980.6199 gals.).
 DP4405
 DP4405.The modeled gravity was interpolated from observed gravity values.
 DP4405
 DP4405;                    North         East    Units  Estimated Accuracy
 DP4405;SPC MN C     -   343,107.1     764,223.4     MT  (+/- 3 meters HH1 GPS) 
 DP4405
 DP4405_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUN6953827294(NAD 83)
 DP4405
 DP4405                          SUPERSEDED SURVEY CONTROL
 DP4405
 DP4405  NAVD 88 (08/26/19)  397.025  (m)         1302.57   (f) SUPERSEDED  2 1
 DP4405  NAVD 88 (06/17/15)  397.015  (m)         1302.54   (f) SUPERSEDED  2 1
 DP4405
 DP4405.Superseded values are not recommended for survey control.
 DP4405
 DP4405.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DP4405.See file dsdata.pdf to determine how the superseded data were derived.
 DP4405
 DP4405_MARKER: F = FLANGE-ENCASED ROD
 DP4405_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DP4405_STAMPING: 2908 Z 2013
 DP4405_MARK LOGO: MNDT
 DP4405_PROJECTION: RECESSED 5 CENTIMETERS
 DP4405_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DP4405_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DP4405_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP4405+SATELLITE: SATELLITE OBSERVATIONS - August 14, 2013
 DP4405_ROD/PIPE-DEPTH: 29.0 meters
 DP4405
 DP4405  HISTORY     - Date     Condition        Report By
 DP4405  HISTORY     - 20130814 MONUMENTED       MNDT
 DP4405
 DP4405                          STATION DESCRIPTION
 DP4405
 DP4405'DESCRIBED BY MN DEPT OF TRANSP 2013
 DP4405'THE STATION IS LOCATED ABOUT 8.5 MI (13.7 KM) SOUTH-SOUTHEAST OF
 DP4405'GUTHRIE, 2.5 MI (4.0 KM) NORTHWEST OF BENEDICT AND 2.4 MI (3.9 KM)
 DP4405'SOUTHEAST OF LAPORTE.
 DP4405'
 DP4405'TO REACH THE MARK GO 2.45 MI (3.9 KM) SOUTHEAST ALONG TRUNK HIGHWAY
 DP4405'200 FROM THE JUNCTION OF TRUNK HIGHWAY 200 AND MAIN STREET IN LAPORTE,
 DP4405'AT TRUNK HIGHWAY 200 MILE POINT 114.3.
 DP4405'
 DP4405'THE MARK IS LOCATED 67.8 FT (20.7 M) SOUTHWEST OF TRUNK HIGHWAY 200,
 DP4405'12.7 FT (3.9 M) NORTHWEST OF DRIVEWAY NUMBER 30807, 14.8 FT (4.5 M)
 DP4405'NORTHEAST OF BIKE PATH, 1.5 FT (0.5 M) SOUTHEAST OF A WITNESS POST.
 DP4405'
 DP4405'NOTE - THE STATION MARK CONSISTS OF A 3/4 INCH (19 MM) DIAMETER
 DP4405'ALUMINUM ROD DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL MARK
 DP4405'REMOVABLE DISK SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY
 DP4405'A SIX-INCH PVC PIPE BACKFILLED WITH WASHED SAND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DQ1172 ***********************************************************************
 DQ1172  DESIGNATION -  2909 A RESET
 DQ1172  PID         -  DQ1172
 DQ1172  STATE/COUNTY-  MN/HUBBARD
 DQ1172  COUNTRY     -  US
 DQ1172  USGS QUAD   -  FIRST CROW WING LAKE (2019)
 DQ1172
 DQ1172                         *CURRENT SURVEY CONTROL
 DQ1172  ______________________________________________________________________
 DQ1172* NAD 83(2011) POSITION- 46 51 46.16162(N) 094 45 07.05919(W)   ADJUSTED
 DQ1172* NAD 83(2011) ELLIP HT-   401.694 (meters)        (11/14/18)   ADJUSTED
 DQ1172* NAD 83(2011) EPOCH   -  2010.00
 DQ1172* NAVD 88 ORTHO HEIGHT -   429.350 (meters)     1408.63  (feet) ADJUSTED
 DQ1172  ______________________________________________________________________
 DQ1172  GEOID HEIGHT    -        -27.636 (meters)                     GEOID18
 DQ1172  NAD 83(2011) X  -   -361,946.602 (meters)                     COMP
 DQ1172  NAD 83(2011) Y  - -4,354,084.944 (meters)                     COMP
 DQ1172  NAD 83(2011) Z  -  4,631,644.140 (meters)                     COMP
 DQ1172  LAPLACE CORR    -         -3.09  (seconds)                    DEFLEC18
 DQ1172  DYNAMIC HEIGHT  -        429.371 (meters)     1408.69  (feet) COMP
 DQ1172  MODELED GRAVITY -    980,650.6   (mgal)                       NAVD 88
 DQ1172
 DQ1172  VERT ORDER      -  SECOND    CLASS I
 DQ1172
 DQ1172  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DQ1172  Standards:
 DQ1172         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DQ1172            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DQ1172  -------------------------------------------------------------------
 DQ1172  NETWORK    0.69   1.78           0.32   0.23   0.91      0.05837929
 DQ1172  -------------------------------------------------------------------
 DQ1172  Click here for local accuracies and other accuracy information.
 DQ1172
 DQ1172.The horizontal coordinates were established by GPS observations
 DQ1172.and adjusted by the MN DEPT OF TRANSP in November 2018.
 DQ1172
 DQ1172.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DQ1172.been affixed to the stable North American tectonic plate. See 
 DQ1172.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DQ1172
 DQ1172.The horizontal coordinates are valid at the epoch date displayed above
 DQ1172.which is a decimal equivalence of Year/Month/Day.
 DQ1172
 DQ1172.The orthometric height was determined by differential leveling and
 DQ1172.adjusted by the NATIONAL GEODETIC SURVEY
 DQ1172.in February 2020.
 DQ1172
 DQ1172.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ1172.GEOID18 height accuracy estimate available here.
 DQ1172
 DQ1172.Click photographs - Photos may exist for this station.
 DQ1172
 DQ1172.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DQ1172
 DQ1172.The Laplace correction was computed from DEFLEC18 derived deflections.
 DQ1172
 DQ1172.The ellipsoidal height was determined by GPS observations
 DQ1172.and is referenced to NAD 83.
 DQ1172
 DQ1172.The dynamic height is computed by dividing the NAVD 88
 DQ1172.geopotential number by the normal gravity value computed on the
 DQ1172.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ1172.degrees latitude (g = 980.6199 gals.).
 DQ1172
 DQ1172.The modeled gravity was interpolated from observed gravity values.
 DQ1172
 DQ1172. The following values were computed from the NAD 83(2011) position.
 DQ1172
 DQ1172;                    North         East     Units Scale Factor Converg.
 DQ1172;SPC MN C     -   307,171.957   761,726.878   MT  0.99996447   -0 21 47.2
 DQ1172;SPC MN C     - 1,007,780.00  2,499,098.93   sFT  0.99996447   -0 21 47.2
 DQ1172;UTM  15      - 5,191,410.259   366,466.973   MT  0.99981916   -1 16 43.1
 DQ1172
 DQ1172!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DQ1172!SPC MN C     -   0.99993704  x   0.99996447  =   0.99990151
 DQ1172!UTM  15      -   0.99993704  x   0.99981916  =   0.99975621
 DQ1172
 DQ1172_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUM6646691410(NAD 83)
 DQ1172
 DQ1172                          SUPERSEDED SURVEY CONTROL
 DQ1172
 DQ1172  NAVD 88 (08/26/19)  429.352  (m)         1408.63   (f) SUPERSEDED  2 1
 DQ1172  NAVD 88 (05/02/18)  429.344  (m)         1408.61   (f) SUPERSEDED  2 1
 DQ1172
 DQ1172.Superseded values are not recommended for survey control.
 DQ1172
 DQ1172.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DQ1172.See file dsdata.pdf to determine how the superseded data were derived.
 DQ1172
 DQ1172_MARKER: I = METAL ROD
 DQ1172_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DQ1172_STAMPING: 2909 A RESET 2014
 DQ1172_MARK LOGO: MNDT
 DQ1172_PROJECTION: RECESSED 25 CENTIMETERS
 DQ1172_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DQ1172_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ1172_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ1172+SATELLITE: SATELLITE OBSERVATIONS - March 27, 2018
 DQ1172_ROD/PIPE-DEPTH: 18.3 meters
 DQ1172
 DQ1172  HISTORY     - Date     Condition        Report By
 DQ1172  HISTORY     - 20140812 MONUMENTED       MNDT
 DQ1172  HISTORY     - 20170614 GOOD             MNDT
 DQ1172  HISTORY     - 20180327 GOOD             MNDT
 DQ1172
 DQ1172                          STATION DESCRIPTION
 DQ1172
 DQ1172'DESCRIBED BY MN DEPT OF TRANSP 2014
 DQ1172'THE STATION IS LOCATED ABOUT 9.0 MI (14.5 KM) NORTHEAST OF
 DQ1172'HUNTERSVILLE, 8.2 MI (13.2 KM) SOUTH-SOUTHEAST OF NEVIS AND 6.7 MI
 DQ1172'(10.8 KM) NORTHWEST OF OSHAWA.
 DQ1172'
 DQ1172'TO REACH THE MARK GO 1.4 MI (2.3 KM) WEST ALONG TRUNK HIGHWAY 87 FROM
 DQ1172'THE JUNCTION OF TRUNK HIGHWAY 87 AND TRUNK HIGHWAY 64 IN BADOURA, AT
 DQ1172'TRUNK HIGHWAY 87 MILE POINT 58.5.
 DQ1172'
 DQ1172'THE MARK IS LOCATED 31.3 FT (9.5 M) SOUTH OF TRUNK HIGHWAY 87, 1.0 FT
 DQ1172'(0.3 M) SOUTH OF A WITNESS POST.
 DQ1172'
 DQ1172'NOTE - THE STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM
 DQ1172'ROD DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION REMOVABLE
 DQ1172'DISK SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH
 DQ1172'PVC PIPE BACK FILLED WITH WASHED SAND.
 DQ1172
 DQ1172                          STATION RECOVERY (2017)
 DQ1172
 DQ1172'RECOVERY NOTE BY MN DEPT OF TRANSP 2017 (ZLZ)
 DQ1172'1.4 MILES WEST OF BADOURA, 1.4 MILES WEST ALONG TRUNK HIGHWAY 87 FROM
 DQ1172'THE JUNCTION OF TRUNK HIGHWAY 87 AND TRUNK HIGHWAY 64 IN BADOURA, AT
 DQ1172'TRUNK HIGHWAY 87 MILEPOINT 58.5, 31.3 FEET SOUTH OF TRUNK HIGHWAY 87,
 DQ1172'1.0 FOOT SOUTH OF A WITNESS POST.
 DQ1172
 DQ1172                          STATION RECOVERY (2018)
 DQ1172
 DQ1172'RECOVERY NOTE BY MN DEPT OF TRANSP 2018 (BXH)
 DQ1172'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DI1029 ***********************************************************************
 DI1029  DESIGNATION -  2909 B
 DI1029  PID         -  DI1029
 DI1029  STATE/COUNTY-  MN/HUBBARD
 DI1029  COUNTRY     -  US
 DI1029  USGS QUAD   -  MENAHGA (2019)
 DI1029
 DI1029                         *CURRENT SURVEY CONTROL
 DI1029  ______________________________________________________________________
 DI1029* NAD 83(1986) POSITION- 46 51 50.98   (N) 095 01 58.82   (W)   HD_HELD1
 DI1029* NAVD 88 ORTHO HEIGHT -   433.675 (meters)     1422.82  (feet) ADJUSTED
 DI1029  ______________________________________________________________________
 DI1029  GEOID HEIGHT    -        -27.336 (meters)                     GEOID18
 DI1029  DYNAMIC HEIGHT  -        433.696 (meters)     1422.88  (feet) COMP
 DI1029  MODELED GRAVITY -    980,649.2   (mgal)                       NAVD 88
 DI1029
 DI1029  VERT ORDER      -  SECOND    CLASS I
 DI1029
 DI1029.The horizontal coordinates were determined by differentially corrected
 DI1029.hand held GPS observations or other comparable positioning techniques
 DI1029.and have an estimated accuracy of +/- 3 meters.
 DI1029
 DI1029.The orthometric height was determined by differential leveling and
 DI1029.adjusted by the NATIONAL GEODETIC SURVEY
 DI1029.in August 2019.
 DI1029
 DI1029.Significant digits in the geoid height do not necessarily reflect accuracy.
 DI1029.GEOID18 height accuracy estimate available here.
 DI1029
 DI1029.Click photographs - Photos may exist for this station.
 DI1029
 DI1029.The dynamic height is computed by dividing the NAVD 88
 DI1029.geopotential number by the normal gravity value computed on the
 DI1029.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DI1029.degrees latitude (g = 980.6199 gals.).
 DI1029
 DI1029.The modeled gravity was interpolated from observed gravity values.
 DI1029
 DI1029;                    North         East    Units  Estimated Accuracy
 DI1029;SPC MN C     -   307,494.6     740,300.0     MT  (+/- 3 meters HH1 GPS) 
 DI1029
 DI1029_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUM4505092075(NAD 83)
 DI1029
 DI1029                          SUPERSEDED SURVEY CONTROL
 DI1029
 DI1029  NAVD 88 (06/24/08)  433.652  (m)         1422.74   (f) SUPERSEDED  2 1
 DI1029
 DI1029.Superseded values are not recommended for survey control.
 DI1029
 DI1029.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DI1029.See file dsdata.pdf to determine how the superseded data were derived.
 DI1029
 DI1029_MARKER: DV = VERTICAL CONTROL DISK
 DI1029_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DI1029_STAMPING: 2909 B 1988
 DI1029_MARK LOGO: MNDT
 DI1029_PROJECTION: RECESSED 8 CENTIMETERS
 DI1029_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DI1029_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DI1029_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DI1029+SATELLITE: SATELLITE OBSERVATIONS - June 20, 2012
 DI1029
 DI1029  HISTORY     - Date     Condition        Report By
 DI1029  HISTORY     - 1988     MONUMENTED       MNDT
 DI1029  HISTORY     - 20120620 GOOD             MNDT
 DI1029
 DI1029                          STATION DESCRIPTION
 DI1029
 DI1029'DESCRIBED BY MN DEPT OF TRANSP 1988
 DI1029'ABOUT 4 MILES SOUTH OF PARK RAPIDS, 2.5 MILES NORTHWEST OF HUBBARD,
 DI1029'1.8 MILES EAST ALONG TRUNK HIGHWAY 87 FROM THE JUNCTION OF TRUNK
 DI1029'HIGHWAY 87 AND TRUNK HIGHWAY 71, AT TRUNK HIGHWAY 87 MILEPOINT 42.65,
 DI1029'100.0 FEET NORTH OF TRUNK HIGHWAY 87, 48.0 FEET NORTH OF ELECTRIC
 DI1029'UNDERGROUND BOX, 22.0 FEET WEST OF DRIVEWAY NUMBER 16016, 0.5 FEET
 DI1029'SOUTH OF WITNESS POST.
 DI1029
 DI1029                          STATION RECOVERY (2012)
 DI1029
 DI1029'RECOVERY NOTE BY MN DEPT OF TRANSP 2012 (KMS)
 DI1029'4.0 MI (6.4 KM) SOUTH OF PARK RAPIDS, 1.8 MI (2.9 KM) EAST ALONG TRUNK
 DI1029'HIGHWAY 87  FROM THE JUNCTION OF TRUNK HIGHWAY 87 AND TRUNK HIGHWAY 71
 DI1029'IN PARK RAPIDS, AT TRUNK HIGHWAY 87 MILE POINT 42.65, 100 FT (30.5 M)
 DI1029'NORTH OF TRUNK HIGHWAY 87, 48.0 FT (14.6 M) NORTH OF ELECTRIC
 DI1029'UNDERGROUND BOX, 22.0 FT (6.7 M) WEST OF DRIVEWAY NUMBER 16016, 0.5 FT
 DI1029'(15 CM) SOUTH OF A WITNESS POST.  ROD DEPTH UNKNOWN.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DI1041 ***********************************************************************
 DI1041  DESIGNATION -  2909 C
 DI1041  PID         -  DI1041
 DI1041  STATE/COUNTY-  MN/HUBBARD
 DI1041  COUNTRY     -  US
 DI1041  USGS QUAD   -  FIRST CROW WING LAKE (2019)
 DI1041
 DI1041                         *CURRENT SURVEY CONTROL
 DI1041  ______________________________________________________________________
 DI1041* NAD 83(2011) POSITION- 46 51 23.98576(N) 094 49 05.40148(W)   ADJUSTED
 DI1041* NAD 83(2011) ELLIP HT-   392.309 (meters)        (02/19/20)   ADJUSTED
 DI1041* NAD 83(2011) EPOCH   -  2010.00
 DI1041* NAVD 88 ORTHO HEIGHT -   419.873 (meters)     1377.53  (feet) ADJUSTED
 DI1041  ______________________________________________________________________
 DI1041  GEOID HEIGHT    -        -27.558 (meters)                     GEOID18
 DI1041  NAD 83(2011) X  -   -367,019.008 (meters)                     COMP
 DI1041  NAD 83(2011) Y  - -4,354,155.353 (meters)                     COMP
 DI1041  NAD 83(2011) Z  -  4,631,169.012 (meters)                     COMP
 DI1041  LAPLACE CORR    -         -3.34  (seconds)                    DEFLEC18
 DI1041  DYNAMIC HEIGHT  -        419.896 (meters)     1377.61  (feet) COMP
 DI1041  MODELED GRAVITY -    980,654.9   (mgal)                       NAVD 88
 DI1041
 DI1041  VERT ORDER      -  SECOND    CLASS I
 DI1041
 DI1041  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DI1041  Standards:
 DI1041         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DI1041            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DI1041  -------------------------------------------------------------------
 DI1041  NETWORK    1.02   2.55           0.48   0.31   1.30      0.12992467
 DI1041  -------------------------------------------------------------------
 DI1041  Click here for local accuracies and other accuracy information.
 DI1041
 DI1041.The horizontal coordinates were established by GPS observations
 DI1041.and adjusted by the MN DEPT OF TRANSP in February 2020.
 DI1041
 DI1041.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DI1041.been affixed to the stable North American tectonic plate. See 
 DI1041.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DI1041
 DI1041.The horizontal coordinates are valid at the epoch date displayed above
 DI1041.which is a decimal equivalence of Year/Month/Day.
 DI1041
 DI1041.The orthometric height was determined by differential leveling and
 DI1041.adjusted by the NATIONAL GEODETIC SURVEY
 DI1041.in August 2019.
 DI1041
 DI1041.Significant digits in the geoid height do not necessarily reflect accuracy.
 DI1041.GEOID18 height accuracy estimate available here.
 DI1041
 DI1041.Click photographs - Photos may exist for this station.
 DI1041
 DI1041.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DI1041
 DI1041.The Laplace correction was computed from DEFLEC18 derived deflections.
 DI1041
 DI1041.The ellipsoidal height was determined by GPS observations
 DI1041.and is referenced to NAD 83.
 DI1041
 DI1041.The dynamic height is computed by dividing the NAVD 88
 DI1041.geopotential number by the normal gravity value computed on the
 DI1041.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DI1041.degrees latitude (g = 980.6199 gals.).
 DI1041
 DI1041.The modeled gravity was interpolated from observed gravity values.
 DI1041
 DI1041. The following values were computed from the NAD 83(2011) position.
 DI1041
 DI1041;                    North         East     Units Scale Factor Converg.
 DI1041;SPC MN C     -   306,521.310   756,674.010   MT  0.99996348   -0 24 39.6
 DI1041;SPC MN C     - 1,005,645.33  2,482,521.31   sFT  0.99996348   -0 24 39.6
 DI1041;UTM  15      - 5,190,840.522   361,405.042   MT  0.99983609   -1 19 36.6
 DI1041
 DI1041!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DI1041!SPC MN C     -   0.99993851  x   0.99996348  =   0.99990199
 DI1041!UTM  15      -   0.99993851  x   0.99983609  =   0.99977461
 DI1041
 DI1041_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUM6140590840(NAD 83)
 DI1041
 DI1041                          SUPERSEDED SURVEY CONTROL
 DI1041
 DI1041  NAVD 88 (06/24/08)  419.860  (m)         1377.49   (f) SUPERSEDED  2 1
 DI1041
 DI1041.Superseded values are not recommended for survey control.
 DI1041
 DI1041.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DI1041.See file dsdata.pdf to determine how the superseded data were derived.
 DI1041
 DI1041_MARKER: DD = SURVEY DISK
 DI1041_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DI1041_STAMPING: 2909 C 2005
 DI1041_MARK LOGO: MNDT
 DI1041_PROJECTION: FLUSH
 DI1041_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DI1041_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DI1041_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DI1041+SATELLITE: SATELLITE OBSERVATIONS - March 27, 2018
 DI1041_ROD/PIPE-DEPTH: 16.8 meters
 DI1041
 DI1041  HISTORY     - Date     Condition        Report By
 DI1041  HISTORY     - 2005     MONUMENTED       MNDT
 DI1041  HISTORY     - 20140812 GOOD             MNDT
 DI1041  HISTORY     - 20180327 GOOD             MNDT
 DI1041
 DI1041                          STATION DESCRIPTION
 DI1041
 DI1041'DESCRIBED BY MN DEPT OF TRANSP 2005
 DI1041'5.5 MILES SOUTHWEST OF CHAMBERLAIN, 4.8 MILES WEST ALONG TRUNK HIGHWAY
 DI1041'87 FROM THE JUNCTION OF TRUNK HIGHWAY 64 AND TRUNK HIGHWAY 87, AT
 DI1041'TRUNK HIGHWAY 87 MILEPOINT 55.1, 34 FEET NORTHWEST OF TRUNK HIGHWAY
 DI1041'87, 54.8 FEET NORTHEAST OF ENTRANCE NUMBER 26692, 1.0 FEET SOUTH OF
 DI1041'WITNESS POST.
 DI1041
 DI1041                          STATION RECOVERY (2014)
 DI1041
 DI1041'RECOVERY NOTE BY MN DEPT OF TRANSP 2014 (KMS)
 DI1041'RECOVERED AS DESCRIBED.
 DI1041
 DI1041                          STATION RECOVERY (2018)
 DI1041
 DI1041'RECOVERY NOTE BY MN DEPT OF TRANSP 2018 (BXH)
 DI1041'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DI1040 ***********************************************************************
 DI1040  DESIGNATION -  2909 D
 DI1040  PID         -  DI1040
 DI1040  STATE/COUNTY-  MN/HUBBARD
 DI1040  COUNTRY     -  US
 DI1040  USGS QUAD   -  FIRST CROW WING LAKE (2019)
 DI1040
 DI1040                         *CURRENT SURVEY CONTROL
 DI1040  ______________________________________________________________________
 DI1040* NAD 83(2011) POSITION- 46 51 36.34379(N) 094 50 13.98400(W)   ADJUSTED
 DI1040* NAD 83(2011) ELLIP HT-   390.630 (meters)        (02/19/20)   ADJUSTED
 DI1040* NAD 83(2011) EPOCH   -  2010.00
 DI1040* NAVD 88 ORTHO HEIGHT -   418.158 (meters)     1371.91  (feet) ADJUSTED
 DI1040  ______________________________________________________________________
 DI1040  GEOID HEIGHT    -        -27.536 (meters)                     GEOID18
 DI1040  NAD 83(2011) X  -   -368,443.154 (meters)                     COMP
 DI1040  NAD 83(2011) Y  - -4,353,754.458 (meters)                     COMP
 DI1040  NAD 83(2011) Z  -  4,631,428.753 (meters)                     COMP
 DI1040  LAPLACE CORR    -         -3.40  (seconds)                    DEFLEC18
 DI1040  DYNAMIC HEIGHT  -        418.181 (meters)     1371.98  (feet) COMP
 DI1040  MODELED GRAVITY -    980,656.4   (mgal)                       NAVD 88
 DI1040
 DI1040  VERT ORDER      -  SECOND    CLASS I
 DI1040
 DI1040  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DI1040  Standards:
 DI1040         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DI1040            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DI1040  -------------------------------------------------------------------
 DI1040  NETWORK    0.97   2.25           0.46   0.29   1.15      0.10492595
 DI1040  -------------------------------------------------------------------
 DI1040  Click here for local accuracies and other accuracy information.
 DI1040
 DI1040.The horizontal coordinates were established by GPS observations
 DI1040.and adjusted by the MN DEPT OF TRANSP in February 2020.
 DI1040
 DI1040.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DI1040.been affixed to the stable North American tectonic plate. See 
 DI1040.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DI1040
 DI1040.The horizontal coordinates are valid at the epoch date displayed above
 DI1040.which is a decimal equivalence of Year/Month/Day.
 DI1040
 DI1040.The orthometric height was determined by differential leveling and
 DI1040.adjusted by the NATIONAL GEODETIC SURVEY
 DI1040.in August 2019.
 DI1040
 DI1040.Significant digits in the geoid height do not necessarily reflect accuracy.
 DI1040.GEOID18 height accuracy estimate available here.
 DI1040
 DI1040.Click photographs - Photos may exist for this station.
 DI1040
 DI1040.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DI1040
 DI1040.The Laplace correction was computed from DEFLEC18 derived deflections.
 DI1040
 DI1040.The ellipsoidal height was determined by GPS observations
 DI1040.and is referenced to NAD 83.
 DI1040
 DI1040.The dynamic height is computed by dividing the NAVD 88
 DI1040.geopotential number by the normal gravity value computed on the
 DI1040.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DI1040.degrees latitude (g = 980.6199 gals.).
 DI1040
 DI1040.The modeled gravity was interpolated from observed gravity values.
 DI1040
 DI1040. The following values were computed from the NAD 83(2011) position.
 DI1040
 DI1040;                    North         East     Units Scale Factor Converg.
 DI1040;SPC MN C     -   306,913.497   755,224.140   MT  0.99996403   -0 25 29.2
 DI1040;SPC MN C     - 1,006,932.03  2,477,764.53   sFT  0.99996403   -0 25 29.2
 DI1040;UTM  15      - 5,191,255.784   359,961.808   MT  0.99984104   -1 20 26.9
 DI1040
 DI1040!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DI1040!SPC MN C     -   0.99993877  x   0.99996403  =   0.99990280
 DI1040!UTM  15      -   0.99993877  x   0.99984104  =   0.99977982
 DI1040
 DI1040_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUM5996191255(NAD 83)
 DI1040
 DI1040                          SUPERSEDED SURVEY CONTROL
 DI1040
 DI1040  NAVD 88 (06/24/08)  418.143  (m)         1371.86   (f) SUPERSEDED  2 1
 DI1040
 DI1040.Superseded values are not recommended for survey control.
 DI1040
 DI1040.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DI1040.See file dsdata.pdf to determine how the superseded data were derived.
 DI1040
 DI1040_MARKER: DD = SURVEY DISK
 DI1040_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DI1040_STAMPING: 2909 D 2005
 DI1040_MARK LOGO: MNDT
 DI1040_PROJECTION: FLUSH
 DI1040_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DI1040_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DI1040_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DI1040+SATELLITE: SATELLITE OBSERVATIONS - March 27, 2018
 DI1040_ROD/PIPE-DEPTH: 16.8 meters
 DI1040
 DI1040  HISTORY     - Date     Condition        Report By
 DI1040  HISTORY     - 2005     MONUMENTED       MNDT
 DI1040  HISTORY     - 20140812 GOOD             MNDT
 DI1040  HISTORY     - 20180327 GOOD             MNDT
 DI1040
 DI1040                          STATION DESCRIPTION
 DI1040
 DI1040'DESCRIBED BY MN DEPT OF TRANSP 2005
 DI1040'6.0 MILES SOUTHWEST OF CHAMBERLAIN, 5.8 MILES WEST ALONG TRUNK HIGHWAY
 DI1040'87 FROM THE JUNCTION OF TRUNK HIGHWAY 64 AND TRUNK HIGHWAY 87, AT
 DI1040'TRUNK HIGHWAY 87 MILEPOINT 54.1, 33.1 FEET NORTHEAST OF TRUNK HIGHWAY
 DI1040'87, 18.8 FEET WEST OF ENTRANCE, 1.0 FEET SOUTH OF WITNESS POST.
 DI1040
 DI1040                          STATION RECOVERY (2014)
 DI1040
 DI1040'RECOVERY NOTE BY MN DEPT OF TRANSP 2014 (KMS)
 DI1040'RECOVERED AS DESCRIBED.
 DI1040
 DI1040                          STATION RECOVERY (2018)
 DI1040
 DI1040'RECOVERY NOTE BY MN DEPT OF TRANSP 2018 (BXH)
 DI1040'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DI1036 ***********************************************************************
 DI1036  DESIGNATION -  2909 E
 DI1036  PID         -  DI1036
 DI1036  STATE/COUNTY-  MN/HUBBARD
 DI1036  COUNTRY     -  US
 DI1036  USGS QUAD   -  HUNTERSVILLE (2019)
 DI1036
 DI1036                         *CURRENT SURVEY CONTROL
 DI1036  ______________________________________________________________________
 DI1036* NAD 83(2011) POSITION- 46 50 52.95669(N) 094 53 38.32881(W)   ADJUSTED
 DI1036* NAD 83(2011) ELLIP HT-   405.923 (meters)        (02/19/20)   ADJUSTED
 DI1036* NAD 83(2011) EPOCH   -  2010.00
 DI1036* NAVD 88 ORTHO HEIGHT -   433.386 (meters)     1421.87  (feet) ADJUSTED
 DI1036  ______________________________________________________________________
 DI1036  GEOID HEIGHT    -        -27.468 (meters)                     GEOID18
 DI1036  NAD 83(2011) X  -   -372,840.494 (meters)                     COMP
 DI1036  NAD 83(2011) Y  - -4,354,371.758 (meters)                     COMP
 DI1036  NAD 83(2011) Z  -  4,630,523.624 (meters)                     COMP
 DI1036  LAPLACE CORR    -         -3.22  (seconds)                    DEFLEC18
 DI1036  DYNAMIC HEIGHT  -        433.410 (meters)     1421.95  (feet) COMP
 DI1036  MODELED GRAVITY -    980,654.8   (mgal)                       NAVD 88
 DI1036
 DI1036  VERT ORDER      -  SECOND    CLASS I
 DI1036
 DI1036  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DI1036  Standards:
 DI1036         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DI1036            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DI1036  -------------------------------------------------------------------
 DI1036  NETWORK    0.64   1.39           0.30   0.20   0.71      0.11662250
 DI1036  -------------------------------------------------------------------
 DI1036  Click here for local accuracies and other accuracy information.
 DI1036
 DI1036.The horizontal coordinates were established by GPS observations
 DI1036.and adjusted by the MN DEPT OF TRANSP in February 2020.
 DI1036
 DI1036.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DI1036.been affixed to the stable North American tectonic plate. See 
 DI1036.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DI1036
 DI1036.The horizontal coordinates are valid at the epoch date displayed above
 DI1036.which is a decimal equivalence of Year/Month/Day.
 DI1036
 DI1036.The orthometric height was determined by differential leveling and
 DI1036.adjusted by the NATIONAL GEODETIC SURVEY
 DI1036.in August 2019.
 DI1036
 DI1036.Significant digits in the geoid height do not necessarily reflect accuracy.
 DI1036.GEOID18 height accuracy estimate available here.
 DI1036
 DI1036.Click photographs - Photos may exist for this station.
 DI1036
 DI1036.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DI1036
 DI1036.The Laplace correction was computed from DEFLEC18 derived deflections.
 DI1036
 DI1036.The ellipsoidal height was determined by GPS observations
 DI1036.and is referenced to NAD 83.
 DI1036
 DI1036.The dynamic height is computed by dividing the NAVD 88
 DI1036.geopotential number by the normal gravity value computed on the
 DI1036.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DI1036.degrees latitude (g = 980.6199 gals.).
 DI1036
 DI1036.The modeled gravity was interpolated from observed gravity values.
 DI1036
 DI1036. The following values were computed from the NAD 83(2011) position.
 DI1036
 DI1036;                    North         East     Units Scale Factor Converg.
 DI1036;SPC MN C     -   305,607.437   750,885.153   MT  0.99996212   -0 27 57.1
 DI1036;SPC MN C     - 1,002,647.07  2,463,529.04   sFT  0.99996212   -0 27 57.1
 DI1036;UTM  15      - 5,190,019.403   355,602.993   MT  0.99985628   -1 22 55.1
 DI1036
 DI1036!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DI1036!SPC MN C     -   0.99993637  x   0.99996212  =   0.99989850
 DI1036!UTM  15      -   0.99993637  x   0.99985628  =   0.99979266
 DI1036
 DI1036_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUM5560290019(NAD 83)
 DI1036
 DI1036                          SUPERSEDED SURVEY CONTROL
 DI1036
 DI1036  NAVD 88 (06/24/08)  433.369  (m)         1421.81   (f) SUPERSEDED  2 1
 DI1036
 DI1036.Superseded values are not recommended for survey control.
 DI1036
 DI1036.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DI1036.See file dsdata.pdf to determine how the superseded data were derived.
 DI1036
 DI1036_MARKER: DD = SURVEY DISK
 DI1036_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DI1036_STAMPING: 2909 E 2005
 DI1036_MARK LOGO: MNDT
 DI1036_PROJECTION: RECESSED 10 CENTIMETERS
 DI1036_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DI1036_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DI1036_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DI1036+SATELLITE: SATELLITE OBSERVATIONS - March 27, 2018
 DI1036_ROD/PIPE-DEPTH: 19.8 meters
 DI1036
 DI1036  HISTORY     - Date     Condition        Report By
 DI1036  HISTORY     - 2005     MONUMENTED       MNDT
 DI1036  HISTORY     - 20180327 GOOD             MNDT
 DI1036
 DI1036                          STATION DESCRIPTION
 DI1036
 DI1036'DESCRIBED BY MN DEPT OF TRANSP 2005
 DI1036'8.0 MILES SOUTHWEST OF CHAMBERLAIN, 9.0 MILES WEST ALONG TRUNK HIGHWAY
 DI1036'87 FROM THE JUNCTION OF TRUNK HIGHWAY 64 AND TRUNK HIGHWAY 87, AT
 DI1036'TRUNK HIGHWAY 87 MILEPOINT 51.0, 44.7 FEET SOUTH OF TRUNK HIGHWAY 87,
 DI1036'40 FEET WEST OF COUNTY ROAD 13, 1.0 FEET NORTH OF WITNESS POST.
 DI1036
 DI1036                          STATION RECOVERY (2018)
 DI1036
 DI1036'RECOVERY NOTE BY MN DEPT OF TRANSP 2018 (BXG)
 DI1036'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DI1037 ***********************************************************************
 DI1037  DESIGNATION -  2909 F
 DI1037  PID         -  DI1037
 DI1037  STATE/COUNTY-  MN/HUBBARD
 DI1037  COUNTRY     -  US
 DI1037  USGS QUAD   -  HUNTERSVILLE (2019)
 DI1037
 DI1037                         *CURRENT SURVEY CONTROL
 DI1037  ______________________________________________________________________
 DI1037* NAD 83(1986) POSITION- 46 50 47.5    (N) 094 52 29.7    (W)   HD_HELD2
 DI1037* NAVD 88 ORTHO HEIGHT -   420.790 (meters)     1380.54  (feet) ADJUSTED
 DI1037  ______________________________________________________________________
 DI1037  GEOID HEIGHT    -        -27.489 (meters)                     GEOID18
 DI1037  DYNAMIC HEIGHT  -        420.812 (meters)     1380.61  (feet) COMP
 DI1037  MODELED GRAVITY -    980,655.3   (mgal)                       NAVD 88
 DI1037
 DI1037  VERT ORDER      -  SECOND    CLASS I
 DI1037
 DI1037.The horizontal coordinates were established by autonomous hand held GPS
 DI1037.observations and have an estimated accuracy of +/- 10 meters.
 DI1037
 DI1037.The orthometric height was determined by differential leveling and
 DI1037.adjusted by the NATIONAL GEODETIC SURVEY
 DI1037.in August 2019.
 DI1037
 DI1037.Significant digits in the geoid height do not necessarily reflect accuracy.
 DI1037.GEOID18 height accuracy estimate available here.
 DI1037
 DI1037.Click photographs - Photos may exist for this station.
 DI1037
 DI1037.The dynamic height is computed by dividing the NAVD 88
 DI1037.geopotential number by the normal gravity value computed on the
 DI1037.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DI1037.degrees latitude (g = 980.6199 gals.).
 DI1037
 DI1037.The modeled gravity was interpolated from observed gravity values.
 DI1037
 DI1037;                    North         East    Units  Estimated Accuracy
 DI1037;SPC MN C     -   305,427.      752,338.      MT  (+/- 10 meters HH2 GPS)
 DI1037
 DI1037_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUM5705289816(NAD 83)
 DI1037
 DI1037                          SUPERSEDED SURVEY CONTROL
 DI1037
 DI1037  NAVD 88 (06/24/08)  420.774  (m)         1380.49   (f) SUPERSEDED  2 1
 DI1037
 DI1037.Superseded values are not recommended for survey control.
 DI1037
 DI1037.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DI1037.See file dsdata.pdf to determine how the superseded data were derived.
 DI1037
 DI1037_MARKER: DB = BENCH MARK DISK
 DI1037_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DI1037_SP_SET: BRIDGE RAILING
 DI1037_STAMPING: 2909 F 2001
 DI1037_MARK LOGO: MNDT
 DI1037_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DI1037_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DI1037_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DI1037+SATELLITE: SATELLITE OBSERVATIONS - 2001
 DI1037
 DI1037  HISTORY     - Date     Condition        Report By
 DI1037  HISTORY     - 2001     MONUMENTED       MNDT
 DI1037
 DI1037                          STATION DESCRIPTION
 DI1037
 DI1037'DESCRIBED BY MN DEPT OF TRANSP 2001
 DI1037'7.0 MILES EAST OF HUBBARD, IN ABUTMENT IN SOUTHEAST CORNER OF TRUNK
 DI1037'HIGHWAY 87 BRIDGE NUMBER 29001 OVER CROW WING RIVER, 7.7 MILES WEST
 DI1037'ALONG TRUNK HIGHWAY 87 FROM JUCTION OF TRUNK HIGHWAY 87 AND TRUNK
 DI1037'HIGHWAY 64 IN BADOURA, AT TRUNK HIGHWAY 87 MILEPOINT 52.0, 17.0 FEET
 DI1037'SOUTH OF TRUNK HIGHWAY 87.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DI1033 ***********************************************************************
 DI1033  DESIGNATION -  2909 G
 DI1033  PID         -  DI1033
 DI1033  STATE/COUNTY-  MN/HUBBARD
 DI1033  COUNTRY     -  US
 DI1033  USGS QUAD   -  HUNTERSVILLE (2019)
 DI1033
 DI1033                         *CURRENT SURVEY CONTROL
 DI1033  ______________________________________________________________________
 DI1033* NAD 83(2011) POSITION- 46 50 56.59832(N) 094 57 12.56426(W)   ADJUSTED
 DI1033* NAD 83(2011) ELLIP HT-   405.572 (meters)        (02/19/20)   ADJUSTED
 DI1033* NAD 83(2011) EPOCH   -  2010.00
 DI1033* NAVD 88 ORTHO HEIGHT -   432.979 (meters)     1420.53  (feet) ADJUSTED
 DI1033  ______________________________________________________________________
 DI1033  GEOID HEIGHT    -        -27.409 (meters)                     GEOID18
 DI1033  NAD 83(2011) X  -   -377,355.823 (meters)                     COMP
 DI1033  NAD 83(2011) Y  - -4,353,900.183 (meters)                     COMP
 DI1033  NAD 83(2011) Z  -  4,630,600.283 (meters)                     COMP
 DI1033  LAPLACE CORR    -         -2.67  (seconds)                    DEFLEC18
 DI1033  DYNAMIC HEIGHT  -        433.002 (meters)     1420.61  (feet) COMP
 DI1033  MODELED GRAVITY -    980,651.6   (mgal)                       NAVD 88
 DI1033
 DI1033  VERT ORDER      -  SECOND    CLASS I
 DI1033
 DI1033  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DI1033  Standards:
 DI1033         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DI1033            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DI1033  -------------------------------------------------------------------
 DI1033  NETWORK    0.59   1.43           0.27   0.20   0.73      0.04574458
 DI1033  -------------------------------------------------------------------
 DI1033  Click here for local accuracies and other accuracy information.
 DI1033
 DI1033.The horizontal coordinates were established by GPS observations
 DI1033.and adjusted by the MN DEPT OF TRANSP in February 2020.
 DI1033
 DI1033.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DI1033.been affixed to the stable North American tectonic plate. See 
 DI1033.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DI1033
 DI1033.The horizontal coordinates are valid at the epoch date displayed above
 DI1033.which is a decimal equivalence of Year/Month/Day.
 DI1033
 DI1033.The orthometric height was determined by differential leveling and
 DI1033.adjusted by the NATIONAL GEODETIC SURVEY
 DI1033.in August 2019.
 DI1033
 DI1033.Significant digits in the geoid height do not necessarily reflect accuracy.
 DI1033.GEOID18 height accuracy estimate available here.
 DI1033
 DI1033.Click photographs - Photos may exist for this station.
 DI1033
 DI1033.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DI1033
 DI1033.The Laplace correction was computed from DEFLEC18 derived deflections.
 DI1033
 DI1033.The ellipsoidal height was determined by GPS observations
 DI1033.and is referenced to NAD 83.
 DI1033
 DI1033.The dynamic height is computed by dividing the NAVD 88
 DI1033.geopotential number by the normal gravity value computed on the
 DI1033.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DI1033.degrees latitude (g = 980.6199 gals.).
 DI1033
 DI1033.The modeled gravity was interpolated from observed gravity values.
 DI1033
 DI1033. The following values were computed from the NAD 83(2011) position.
 DI1033
 DI1033;                    North         East     Units Scale Factor Converg.
 DI1033;SPC MN C     -   305,758.489   746,347.591   MT  0.99996228   -0 30 32.0
 DI1033;SPC MN C     - 1,003,142.64  2,448,642.05   sFT  0.99996228   -0 30 32.0
 DI1033;UTM  15      - 5,190,242.980   351,068.871   MT  0.99987262   -1 25 31.6
 DI1033
 DI1033!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DI1033!SPC MN C     -   0.99993643  x   0.99996228  =   0.99989871
 DI1033!UTM  15      -   0.99993643  x   0.99987262  =   0.99980906
 DI1033
 DI1033_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUM5106890242(NAD 83)
 DI1033
 DI1033                          SUPERSEDED SURVEY CONTROL
 DI1033
 DI1033  NAVD 88 (06/24/08)  432.960  (m)         1420.47   (f) SUPERSEDED  2 1
 DI1033
 DI1033.Superseded values are not recommended for survey control.
 DI1033
 DI1033.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DI1033.See file dsdata.pdf to determine how the superseded data were derived.
 DI1033
 DI1033_MARKER: DD = SURVEY DISK
 DI1033_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DI1033_STAMPING: 2909 G 2005
 DI1033_MARK LOGO: MNDT
 DI1033_PROJECTION: FLUSH
 DI1033_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DI1033_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DI1033_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DI1033+SATELLITE: SATELLITE OBSERVATIONS - March 26, 2018
 DI1033_ROD/PIPE-DEPTH: 16.8 meters
 DI1033
 DI1033  HISTORY     - Date     Condition        Report By
 DI1033  HISTORY     - 2005     MONUMENTED       MNDT
 DI1033  HISTORY     - 20180326 GOOD             MNDT
 DI1033
 DI1033                          STATION DESCRIPTION
 DI1033
 DI1033'DESCRIBED BY MN DEPT OF TRANSP 2005
 DI1033'3.0 MILES EAST OF HUBBARD, 3.2 MILES EAST ALONG TRUNK HIGHWAY 87 FROM
 DI1033'THE JUNCTION OF TRUNK HIGHWAY 87 AND COUNTY ROAD 6 IN HUBBARD, AT
 DI1033'TRUNK HIGHWAY 87 MILEPOINT 48.15, 40 FEET NORTH OF TRUNK HIGHWAY 87,
 DI1033'58.0 FEET EAST OF COUNTY ROAD 11, 1.0 FEET SOUTH OF WITNESS POST.
 DI1033
 DI1033                          STATION RECOVERY (2018)
 DI1033
 DI1033'RECOVERY NOTE BY MN DEPT OF TRANSP 2018 (BXH)
 DI1033'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DI1032 ***********************************************************************
 DI1032  DESIGNATION -  2909 H
 DI1032  PID         -  DI1032
 DI1032  STATE/COUNTY-  MN/HUBBARD
 DI1032  COUNTRY     -  US
 DI1032  USGS QUAD   -  HUNTERSVILLE (2019)
 DI1032
 DI1032                         *CURRENT SURVEY CONTROL
 DI1032  ______________________________________________________________________
 DI1032* NAD 83(2011) POSITION- 46 50 56.40291(N) 094 58 31.00664(W)   ADJUSTED
 DI1032* NAD 83(2011) ELLIP HT-   405.433 (meters)        (02/19/20)   ADJUSTED
 DI1032* NAD 83(2011) EPOCH   -  2010.00
 DI1032* NAVD 88 ORTHO HEIGHT -   432.836 (meters)     1420.06  (feet) ADJUSTED
 DI1032  ______________________________________________________________________
 DI1032  GEOID HEIGHT    -        -27.389 (meters)                     GEOID18
 DI1032  NAD 83(2011) X  -   -379,011.955 (meters)                     COMP
 DI1032  NAD 83(2011) Y  - -4,353,760.651 (meters)                     COMP
 DI1032  NAD 83(2011) Z  -  4,630,596.055 (meters)                     COMP
 DI1032  LAPLACE CORR    -         -2.61  (seconds)                    DEFLEC18
 DI1032  DYNAMIC HEIGHT  -        432.858 (meters)     1420.14  (feet) COMP
 DI1032  MODELED GRAVITY -    980,650.2   (mgal)                       NAVD 88
 DI1032
 DI1032  VERT ORDER      -  SECOND    CLASS I
 DI1032
 DI1032  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DI1032  Standards:
 DI1032         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DI1032            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DI1032  -------------------------------------------------------------------
 DI1032  NETWORK    0.59   1.41           0.27   0.20   0.72      0.03526456
 DI1032  -------------------------------------------------------------------
 DI1032  Click here for local accuracies and other accuracy information.
 DI1032
 DI1032.The horizontal coordinates were established by GPS observations
 DI1032.and adjusted by the MN DEPT OF TRANSP in February 2020.
 DI1032
 DI1032.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DI1032.been affixed to the stable North American tectonic plate. See 
 DI1032.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DI1032
 DI1032.The horizontal coordinates are valid at the epoch date displayed above
 DI1032.which is a decimal equivalence of Year/Month/Day.
 DI1032
 DI1032.The orthometric height was determined by differential leveling and
 DI1032.adjusted by the NATIONAL GEODETIC SURVEY
 DI1032.in August 2019.
 DI1032
 DI1032.Significant digits in the geoid height do not necessarily reflect accuracy.
 DI1032.GEOID18 height accuracy estimate available here.
 DI1032
 DI1032.Click photographs - Photos may exist for this station.
 DI1032
 DI1032.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DI1032
 DI1032.The Laplace correction was computed from DEFLEC18 derived deflections.
 DI1032
 DI1032.The ellipsoidal height was determined by GPS observations
 DI1032.and is referenced to NAD 83.
 DI1032
 DI1032.The dynamic height is computed by dividing the NAVD 88
 DI1032.geopotential number by the normal gravity value computed on the
 DI1032.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DI1032.degrees latitude (g = 980.6199 gals.).
 DI1032
 DI1032.The modeled gravity was interpolated from observed gravity values.
 DI1032
 DI1032. The following values were computed from the NAD 83(2011) position.
 DI1032
 DI1032;                    North         East     Units Scale Factor Converg.
 DI1032;SPC MN C     -   305,767.444   744,685.779   MT  0.99996227   -0 31 28.8
 DI1032;SPC MN C     - 1,003,172.02  2,443,189.93   sFT  0.99996227   -0 31 28.8
 DI1032;UTM  15      - 5,190,278.515   349,407.558   MT  0.99987874   -1 26 28.8
 DI1032
 DI1032!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DI1032!SPC MN C     -   0.99993645  x   0.99996227  =   0.99989872
 DI1032!UTM  15      -   0.99993645  x   0.99987874  =   0.99981520
 DI1032
 DI1032_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUM4940790278(NAD 83)
 DI1032
 DI1032                          SUPERSEDED SURVEY CONTROL
 DI1032
 DI1032  NAVD 88 (06/24/08)  432.816  (m)         1420.00   (f) SUPERSEDED  2 1
 DI1032
 DI1032.Superseded values are not recommended for survey control.
 DI1032
 DI1032.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DI1032.See file dsdata.pdf to determine how the superseded data were derived.
 DI1032
 DI1032_MARKER: DD = SURVEY DISK
 DI1032_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DI1032_STAMPING: 2909 H 2005
 DI1032_MARK LOGO: MNDT
 DI1032_PROJECTION: RECESSED 10 CENTIMETERS
 DI1032_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DI1032_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DI1032_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DI1032+SATELLITE: SATELLITE OBSERVATIONS - March 26, 2018
 DI1032_ROD/PIPE-DEPTH: 18.3 meters
 DI1032
 DI1032  HISTORY     - Date     Condition        Report By
 DI1032  HISTORY     - 2005     MONUMENTED       MNDT
 DI1032  HISTORY     - 20180326 GOOD             MNDT
 DI1032
 DI1032                          STATION DESCRIPTION
 DI1032
 DI1032'DESCRIBED BY MN DEPT OF TRANSP 2005
 DI1032'2.0 MILES EAST OF HUBBARD, 2.2 MILES EAST ALONG TRUNK HIGHWAY 87 FROM
 DI1032'THE JUNCTION OF TRUNK HIGHWAY 87 AND COUNTY ROAD 6 IN HUBBARD, AT
 DI1032'TRUNK HIGHWAY 87 MILEPOINT 47.15, 81.7 FEET NORTH OF TRUNK HIGHWAY 87,
 DI1032'46 FEET EAST OF 189TH AVENUE, 1.0 FEET WEST OF WITNESS POST.
 DI1032
 DI1032                          STATION RECOVERY (2018)
 DI1032
 DI1032'RECOVERY NOTE BY MN DEPT OF TRANSP 2018 (BXH)
 DI1032'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DI1031 ***********************************************************************
 DI1031  DESIGNATION -  2909 J
 DI1031  PID         -  DI1031
 DI1031  STATE/COUNTY-  MN/HUBBARD
 DI1031  COUNTRY     -  US
 DI1031  USGS QUAD   -  MENAHGA (2019)
 DI1031
 DI1031                         *CURRENT SURVEY CONTROL
 DI1031  ______________________________________________________________________
 DI1031* NAD 83(1986) POSITION- 46 50 33.3    (N) 095 00 55.8    (W)   HD_HELD2
 DI1031* NAVD 88 ORTHO HEIGHT -   425.867 (meters)     1397.20  (feet) ADJUSTED
 DI1031  ______________________________________________________________________
 DI1031  GEOID HEIGHT    -        -27.352 (meters)                     GEOID18
 DI1031  DYNAMIC HEIGHT  -        425.886 (meters)     1397.26  (feet) COMP
 DI1031  MODELED GRAVITY -    980,647.7   (mgal)                       NAVD 88
 DI1031
 DI1031  VERT ORDER      -  SECOND    CLASS I
 DI1031
 DI1031.The horizontal coordinates were established by autonomous hand held GPS
 DI1031.observations and have an estimated accuracy of +/- 10 meters.
 DI1031
 DI1031.The orthometric height was determined by differential leveling and
 DI1031.adjusted by the NATIONAL GEODETIC SURVEY
 DI1031.in August 2019.
 DI1031
 DI1031.Significant digits in the geoid height do not necessarily reflect accuracy.
 DI1031.GEOID18 height accuracy estimate available here.
 DI1031
 DI1031.Click photographs - Photos may exist for this station.
 DI1031
 DI1031.The dynamic height is computed by dividing the NAVD 88
 DI1031.geopotential number by the normal gravity value computed on the
 DI1031.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DI1031.degrees latitude (g = 980.6199 gals.).
 DI1031
 DI1031.The modeled gravity was interpolated from observed gravity values.
 DI1031
 DI1031;                    North         East    Units  Estimated Accuracy
 DI1031;SPC MN C     -   305,083.      741,612.      MT  (+/- 10 meters HH2 GPS)
 DI1031
 DI1031_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUM4632289643(NAD 83)
 DI1031
 DI1031                          SUPERSEDED SURVEY CONTROL
 DI1031
 DI1031  NAVD 88 (06/24/08)  425.845  (m)         1397.13   (f) SUPERSEDED  2 1
 DI1031
 DI1031.Superseded values are not recommended for survey control.
 DI1031
 DI1031.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DI1031.See file dsdata.pdf to determine how the superseded data were derived.
 DI1031
 DI1031_MARKER: DD = SURVEY DISK
 DI1031_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DI1031_STAMPING: 2909 J 2005
 DI1031_MARK LOGO: MNDT
 DI1031_PROJECTION: RECESSED 20 CENTIMETERS
 DI1031_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DI1031_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DI1031_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DI1031+SATELLITE: SATELLITE OBSERVATIONS - 2005
 DI1031_ROD/PIPE-DEPTH: 9.1 meters
 DI1031
 DI1031  HISTORY     - Date     Condition        Report By
 DI1031  HISTORY     - 2005     MONUMENTED       MNDT
 DI1031
 DI1031                          STATION DESCRIPTION
 DI1031
 DI1031'DESCRIBED BY MN DEPT OF TRANSP 2005
 DI1031'0.15 MILES NORTH OF HUBBARD, 0.3 MILES NORTHWEST ALONG TRUNK HIGHWAY
 DI1031'87 FROM THE JUNCTION OF TRUNK HIGHWAY 87 AND COUNTY ROAD 6 IN HUBBARD,
 DI1031'AT TRUNK HIGHWAY 87 MILEPOINT 44.75, 47.2 FEET EAST OF TRUNK HIGHWAY
 DI1031'87, 16.5 FEET NORTH OF DRIVEWAY, 1.0 FEET WEST OF WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DI1030 ***********************************************************************
 DI1030  DESIGNATION -  2909 K
 DI1030  PID         -  DI1030
 DI1030  STATE/COUNTY-  MN/HUBBARD
 DI1030  COUNTRY     -  US
 DI1030  USGS QUAD   -  MENAHGA (2019)
 DI1030
 DI1030                         *CURRENT SURVEY CONTROL
 DI1030  ______________________________________________________________________
 DI1030* NAD 83(2011) POSITION- 46 51 25.11282(N) 095 01 04.52034(W)   ADJUSTED
 DI1030* NAD 83(2011) ELLIP HT-   398.753 (meters)        (02/19/20)   ADJUSTED
 DI1030* NAD 83(2011) EPOCH   -  2010.00
 DI1030* NAVD 88 ORTHO HEIGHT -   426.140 (meters)     1398.09  (feet) ADJUSTED
 DI1030  ______________________________________________________________________
 DI1030  GEOID HEIGHT    -        -27.351 (meters)                     GEOID18
 DI1030  NAD 83(2011) X  -   -382,195.180 (meters)                     COMP
 DI1030  NAD 83(2011) Y  - -4,352,828.414 (meters)                     COMP
 DI1030  NAD 83(2011) Z  -  4,631,197.515 (meters)                     COMP
 DI1030  LAPLACE CORR    -         -2.87  (seconds)                    DEFLEC18
 DI1030  DYNAMIC HEIGHT  -        426.160 (meters)     1398.16  (feet) COMP
 DI1030  MODELED GRAVITY -    980,649.0   (mgal)                       NAVD 88
 DI1030
 DI1030  VERT ORDER      -  SECOND    CLASS I
 DI1030
 DI1030  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DI1030  Standards:
 DI1030         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DI1030            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DI1030  -------------------------------------------------------------------
 DI1030  NETWORK    0.59   1.53           0.27   0.20   0.78      0.05041084
 DI1030  -------------------------------------------------------------------
 DI1030  Click here for local accuracies and other accuracy information.
 DI1030
 DI1030.The horizontal coordinates were established by GPS observations
 DI1030.and adjusted by the MN DEPT OF TRANSP in February 2020.
 DI1030
 DI1030.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DI1030.been affixed to the stable North American tectonic plate. See 
 DI1030.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DI1030
 DI1030.The horizontal coordinates are valid at the epoch date displayed above
 DI1030.which is a decimal equivalence of Year/Month/Day.
 DI1030
 DI1030.The orthometric height was determined by differential leveling and
 DI1030.adjusted by the NATIONAL GEODETIC SURVEY
 DI1030.in August 2019.
 DI1030
 DI1030.Significant digits in the geoid height do not necessarily reflect accuracy.
 DI1030.GEOID18 height accuracy estimate available here.
 DI1030
 DI1030.Click photographs - Photos may exist for this station.
 DI1030
 DI1030.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DI1030
 DI1030.The Laplace correction was computed from DEFLEC18 derived deflections.
 DI1030
 DI1030.The ellipsoidal height was determined by GPS observations
 DI1030.and is referenced to NAD 83.
 DI1030
 DI1030.The dynamic height is computed by dividing the NAVD 88
 DI1030.geopotential number by the normal gravity value computed on the
 DI1030.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DI1030.degrees latitude (g = 980.6199 gals.).
 DI1030
 DI1030.The modeled gravity was interpolated from observed gravity values.
 DI1030
 DI1030. The following values were computed from the NAD 83(2011) position.
 DI1030
 DI1030;                    North         East     Units Scale Factor Converg.
 DI1030;SPC MN C     -   306,684.587   741,442.282   MT  0.99996353   -0 33 19.8
 DI1030;SPC MN C     - 1,006,181.02  2,432,548.55   sFT  0.99996353   -0 33 19.8
 DI1030;UTM  15      - 5,191,247.369   346,179.406   MT  0.99989082   -1 28 21.6
 DI1030
 DI1030!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DI1030!SPC MN C     -   0.99993750  x   0.99996353  =   0.99990103
 DI1030!UTM  15      -   0.99993750  x   0.99989082  =   0.99982833
 DI1030
 DI1030_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUM4617991247(NAD 83)
 DI1030
 DI1030                          SUPERSEDED SURVEY CONTROL
 DI1030
 DI1030  NAVD 88 (06/24/08)  426.117  (m)         1398.02   (f) SUPERSEDED  2 1
 DI1030
 DI1030.Superseded values are not recommended for survey control.
 DI1030
 DI1030.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DI1030.See file dsdata.pdf to determine how the superseded data were derived.
 DI1030
 DI1030_MARKER: DD = SURVEY DISK
 DI1030_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DI1030_STAMPING: 2909 K 2005
 DI1030_MARK LOGO: MNDT
 DI1030_PROJECTION: FLUSH
 DI1030_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DI1030_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DI1030_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DI1030+SATELLITE: SATELLITE OBSERVATIONS - March 26, 2018
 DI1030_ROD/PIPE-DEPTH: 13.7 meters
 DI1030
 DI1030  HISTORY     - Date     Condition        Report By
 DI1030  HISTORY     - 2005     MONUMENTED       MNDT
 DI1030  HISTORY     - 20180326 GOOD             MNDT
 DI1030
 DI1030                          STATION DESCRIPTION
 DI1030
 DI1030'DESCRIBED BY MN DEPT OF TRANSP 2005
 DI1030'1.15 MILES NORTH OF HUBBARD, 1.3 MILES NORTHWEST ALONG TRUNK HIGHWAY
 DI1030'87 FROM THE JUNCTION OF TRUNK HIGHWAY 87 AND COUNTY ROAD 6 IN HUBBARD,
 DI1030'AT TRUNK HIGHWAY 87 MILEPOINT 43.75, 68.9 FEET WEST OF TRUNK HIGHWAY
 DI1030'87, 72.8 FEET SOUTH OF DRIVEWAY NUMBER 16555, 37.9 FEET
 DI1030'SOUTH-SOUTHEAST OF CABLE PEDESTAL NUMBER 973 45 A, 25.2 FEET EAST OF
 DI1030'NORTH/SOUTH FENCE, 1.0 FEET EAST OF WITNESS POST.
 DI1030
 DI1030                          STATION RECOVERY (2018)
 DI1030
 DI1030'RECOVERY NOTE BY MN DEPT OF TRANSP 2018 (KXV)
 DI1030'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DI1047 ***********************************************************************
 DI1047  DESIGNATION -  2909 L
 DI1047  PID         -  DI1047
 DI1047  STATE/COUNTY-  MN/HUBBARD
 DI1047  COUNTRY     -  US
 DI1047  USGS QUAD   -  MENAHGA (2019)
 DI1047
 DI1047                         *CURRENT SURVEY CONTROL
 DI1047  ______________________________________________________________________
 DI1047* NAD 83(2011) POSITION- 46 51 48.88956(N) 095 03 31.72330(W)   ADJUSTED
 DI1047* NAD 83(2011) ELLIP HT-   408.865 (meters)        (02/19/20)   ADJUSTED
 DI1047* NAD 83(2011) EPOCH   -  2010.00
 DI1047* NAVD 88 ORTHO HEIGHT -   436.203 (meters)     1431.11  (feet) ADJUSTED
 DI1047  ______________________________________________________________________
 DI1047  GEOID HEIGHT    -        -27.307 (meters)                     GEOID18
 DI1047  NAD 83(2011) X  -   -385,254.887 (meters)                     COMP
 DI1047  NAD 83(2011) Y  - -4,352,027.732 (meters)                     COMP
 DI1047  NAD 83(2011) Z  -  4,631,706.974 (meters)                     COMP
 DI1047  LAPLACE CORR    -         -3.35  (seconds)                    DEFLEC18
 DI1047  DYNAMIC HEIGHT  -        436.224 (meters)     1431.18  (feet) COMP
 DI1047  MODELED GRAVITY -    980,648.6   (mgal)                       NAVD 88
 DI1047
 DI1047  VERT ORDER      -  SECOND    CLASS I
 DI1047
 DI1047  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DI1047  Standards:
 DI1047         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DI1047            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DI1047  -------------------------------------------------------------------
 DI1047  NETWORK    0.56   1.57           0.25   0.20   0.80      0.03147557
 DI1047  -------------------------------------------------------------------
 DI1047  Click here for local accuracies and other accuracy information.
 DI1047
 DI1047.The horizontal coordinates were established by GPS observations
 DI1047.and adjusted by the MN DEPT OF TRANSP in February 2020.
 DI1047
 DI1047.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DI1047.been affixed to the stable North American tectonic plate. See 
 DI1047.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DI1047
 DI1047.The horizontal coordinates are valid at the epoch date displayed above
 DI1047.which is a decimal equivalence of Year/Month/Day.
 DI1047
 DI1047.The orthometric height was determined by differential leveling and
 DI1047.adjusted by the NATIONAL GEODETIC SURVEY
 DI1047.in August 2019.
 DI1047
 DI1047.Significant digits in the geoid height do not necessarily reflect accuracy.
 DI1047.GEOID18 height accuracy estimate available here.
 DI1047
 DI1047.Click photographs - Photos may exist for this station.
 DI1047
 DI1047.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DI1047
 DI1047.The Laplace correction was computed from DEFLEC18 derived deflections.
 DI1047
 DI1047.The ellipsoidal height was determined by GPS observations
 DI1047.and is referenced to NAD 83.
 DI1047
 DI1047.The dynamic height is computed by dividing the NAVD 88
 DI1047.geopotential number by the normal gravity value computed on the
 DI1047.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DI1047.degrees latitude (g = 980.6199 gals.).
 DI1047
 DI1047.The modeled gravity was interpolated from observed gravity values.
 DI1047
 DI1047. The following values were computed from the NAD 83(2011) position.
 DI1047
 DI1047;                    North         East     Units Scale Factor Converg.
 DI1047;SPC MN C     -   307,449.784   738,331.851   MT  0.99996459   -0 35 06.3
 DI1047;SPC MN C     - 1,008,691.50  2,422,343.75   sFT  0.99996459   -0 35 06.3
 DI1047;UTM  15      - 5,192,062.213   343,081.833   MT  0.99990265   -1 30 09.6
 DI1047
 DI1047!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DI1047!SPC MN C     -   0.99993591  x   0.99996459  =   0.99990051
 DI1047!UTM  15      -   0.99993591  x   0.99990265  =   0.99983857
 DI1047
 DI1047_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUM4308192062(NAD 83)
 DI1047
 DI1047                          SUPERSEDED SURVEY CONTROL
 DI1047
 DI1047  NAVD 88 (06/24/08)  436.178  (m)         1431.03   (f) SUPERSEDED  2 1
 DI1047
 DI1047.Superseded values are not recommended for survey control.
 DI1047
 DI1047.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DI1047.See file dsdata.pdf to determine how the superseded data were derived.
 DI1047
 DI1047_MARKER: DD = SURVEY DISK
 DI1047_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DI1047_STAMPING: 2909 L 2005
 DI1047_MARK LOGO: MNDT
 DI1047_PROJECTION: FLUSH
 DI1047_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DI1047_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DI1047_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DI1047+SATELLITE: SATELLITE OBSERVATIONS - March 26, 2018
 DI1047_ROD/PIPE-DEPTH: 6.7 meters
 DI1047
 DI1047  HISTORY     - Date     Condition        Report By
 DI1047  HISTORY     - 20050614 MONUMENTED       MNDT
 DI1047  HISTORY     - 20120530 GOOD             MNDT
 DI1047  HISTORY     - 20180326 GOOD             MNDT
 DI1047
 DI1047                          STATION DESCRIPTION
 DI1047
 DI1047'DESCRIBED BY MN DEPT OF TRANSP 2005
 DI1047'3.5 MILES NORTH AND WEST OF HUBBARD. GO 0.55 MILES EAST ALONG TRUNK
 DI1047'HIGHWAY 87 FROM THE JUNCTION OF TRUNK HIGHWAY 87 AND TRUNK HIGHWAY 71
 DI1047'SOUTH OF PARK RAPIDS, AT TRUNK HIGHWAY 87 MILEPOST 41.4, 62.7 FEET
 DI1047'NORTH OF TRUNK HIGHWAY 87, 35.2 FEET WEST OF 149TH AVENUE (COUNTY ROAD
 DI1047'11), 32.7 FEET NORTH-NORTHEAST OF POWER POLE, 20.3 FEET NORTH OF ROAD
 DI1047'SIGN, 1.0 FEET EAST OF WITNESS POST.
 DI1047
 DI1047                          STATION RECOVERY (2012)
 DI1047
 DI1047'RECOVERY NOTE BY MN DEPT OF TRANSP 2012 (KMS)
 DI1047'RECOVERED AS DESCRIBED.
 DI1047
 DI1047                          STATION RECOVERY (2018)
 DI1047
 DI1047'RECOVERY NOTE BY MN DEPT OF TRANSP 2018 (TXD)
 DI1047'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DQ1173 ***********************************************************************
 DQ1173  DESIGNATION -  2909 M RESET
 DQ1173  PID         -  DQ1173
 DQ1173  STATE/COUNTY-  MN/HUBBARD
 DQ1173  COUNTRY     -  US
 DQ1173  USGS QUAD   -  FIRST CROW WING LAKE (2019)
 DQ1173
 DQ1173                         *CURRENT SURVEY CONTROL
 DQ1173  ______________________________________________________________________
 DQ1173* NAD 83(2011) POSITION- 46 51 43.80264(N) 094 46 17.90747(W)   ADJUSTED
 DQ1173* NAD 83(2011) ELLIP HT-   399.700 (meters)        (11/14/18)   ADJUSTED
 DQ1173* NAD 83(2011) EPOCH   -  2010.00
 DQ1173* NAVD 88 ORTHO HEIGHT -   427.341 (meters)     1402.03  (feet) ADJUSTED
 DQ1173  ______________________________________________________________________
 DQ1173  GEOID HEIGHT    -        -27.615 (meters)                     GEOID18
 DQ1173  NAD 83(2011) X  -   -363,446.440 (meters)                     COMP
 DQ1173  NAD 83(2011) Y  - -4,354,011.982 (meters)                     COMP
 DQ1173  NAD 83(2011) Z  -  4,631,592.874 (meters)                     COMP
 DQ1173  LAPLACE CORR    -         -3.23  (seconds)                    DEFLEC18
 DQ1173  DYNAMIC HEIGHT  -        427.363 (meters)     1402.11  (feet) COMP
 DQ1173  MODELED GRAVITY -    980,651.8   (mgal)                       NAVD 88
 DQ1173
 DQ1173  VERT ORDER      -  SECOND    CLASS I
 DQ1173
 DQ1173  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DQ1173  Standards:
 DQ1173         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DQ1173            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DQ1173  -------------------------------------------------------------------
 DQ1173  NETWORK    0.70   1.63           0.33   0.22   0.83      0.05469641
 DQ1173  -------------------------------------------------------------------
 DQ1173  Click here for local accuracies and other accuracy information.
 DQ1173
 DQ1173.The horizontal coordinates were established by GPS observations
 DQ1173.and adjusted by the MN DEPT OF TRANSP in November 2018.
 DQ1173
 DQ1173.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DQ1173.been affixed to the stable North American tectonic plate. See 
 DQ1173.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DQ1173
 DQ1173.The horizontal coordinates are valid at the epoch date displayed above
 DQ1173.which is a decimal equivalence of Year/Month/Day.
 DQ1173
 DQ1173.The orthometric height was determined by differential leveling and
 DQ1173.adjusted by the NATIONAL GEODETIC SURVEY
 DQ1173.in February 2020.
 DQ1173
 DQ1173.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ1173.GEOID18 height accuracy estimate available here.
 DQ1173
 DQ1173.Click photographs - Photos may exist for this station.
 DQ1173
 DQ1173.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DQ1173
 DQ1173.The Laplace correction was computed from DEFLEC18 derived deflections.
 DQ1173
 DQ1173.The ellipsoidal height was determined by GPS observations
 DQ1173.and is referenced to NAD 83.
 DQ1173
 DQ1173.The dynamic height is computed by dividing the NAVD 88
 DQ1173.geopotential number by the normal gravity value computed on the
 DQ1173.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ1173.degrees latitude (g = 980.6199 gals.).
 DQ1173
 DQ1173.The modeled gravity was interpolated from observed gravity values.
 DQ1173
 DQ1173. The following values were computed from the NAD 83(2011) position.
 DQ1173
 DQ1173;                    North         East     Units Scale Factor Converg.
 DQ1173;SPC MN C     -   307,108.812   760,225.868   MT  0.99996436   -0 22 38.5
 DQ1173;SPC MN C     - 1,007,572.83  2,494,174.37   sFT  0.99996436   -0 22 38.5
 DQ1173;UTM  15      - 5,191,371.113   364,965.360   MT  0.99982412   -1 17 34.7
 DQ1173
 DQ1173!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DQ1173!SPC MN C     -   0.99993735  x   0.99996436  =   0.99990171
 DQ1173!UTM  15      -   0.99993735  x   0.99982412  =   0.99976148
 DQ1173
 DQ1173_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUM6496591371(NAD 83)
 DQ1173
 DQ1173                          SUPERSEDED SURVEY CONTROL
 DQ1173
 DQ1173  NAVD 88 (08/26/19)  427.342  (m)         1402.04   (f) SUPERSEDED  2 1
 DQ1173  NAVD 88 (05/02/18)  427.333  (m)         1402.01   (f) SUPERSEDED  2 1
 DQ1173
 DQ1173.Superseded values are not recommended for survey control.
 DQ1173
 DQ1173.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DQ1173.See file dsdata.pdf to determine how the superseded data were derived.
 DQ1173
 DQ1173_MARKER: I = METAL ROD
 DQ1173_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DQ1173_STAMPING: 2909 M RESET 2014
 DQ1173_MARK LOGO: MNDT
 DQ1173_PROJECTION: RECESSED 8 CENTIMETERS
 DQ1173_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DQ1173_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ1173_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ1173+SATELLITE: SATELLITE OBSERVATIONS - March 27, 2018
 DQ1173_ROD/PIPE-DEPTH: 19.8 meters
 DQ1173
 DQ1173  HISTORY     - Date     Condition        Report By
 DQ1173  HISTORY     - 20140812 MONUMENTED       MNDT
 DQ1173  HISTORY     - 20170620 GOOD             MNDT
 DQ1173  HISTORY     - 20180327 GOOD             MNDT
 DQ1173
 DQ1173                          STATION DESCRIPTION
 DQ1173
 DQ1173'DESCRIBED BY MN DEPT OF TRANSP 2014
 DQ1173'THE STATION IS LOCATED ABOUT 8.3 MI (13.4 KM) NORTHEAST OF
 DQ1173'HUNTERSVILLE, 7.8 MI (12.6 KM) SOUTH-SOUTHEAST OF NEVIS AND 7.5 MI
 DQ1173'(12.1 KM) WEST-NORTHWEST OF OSHAWA.
 DQ1173'
 DQ1173'TO REACH THE MARK GO 2.35 MI (3.8 KM) WEST ALONG TRUNK HIGHWAY 87 FROM
 DQ1173'THE JUNCTION OF TRUNK HIGHWAY 87 AND TRUNK HIGHWAY 64 (JUNCTION 3.0 MI
 DQ1173'(4.8 KM) SOUTH OF CHAMBERLAIN), AT TRUNK HIGHWAY 87 MILE POINT 57.5.
 DQ1173'
 DQ1173'THE MARK IS LOCATED 39.5 FT (12.0 M) SOUTH OF TRUNK HIGHWAY 87, 37.9
 DQ1173'FT (11.6 M) WEST OF BOONESTRA DRIVE, 1.0 FT (0.3 M) NORTH OF A WITNESS
 DQ1173'POST.
 DQ1173'
 DQ1173'NOTE - THE STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM
 DQ1173'ROD DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION REMOVABLE
 DQ1173'DISK SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH
 DQ1173'PVC PIPE BACK FILLED WITH WASHED SAND.
 DQ1173
 DQ1173                          STATION RECOVERY (2017)
 DQ1173
 DQ1173'RECOVERY NOTE BY MN DEPT OF TRANSP 2017 (JRA)
 DQ1173'4.0 MILES SOUTHWEST OF CHAMBERLAIN, 2.35 MILES WEST ALONG TRUNK
 DQ1173'HIGHWAY 87 FROM THE JUNCTION OF TRUNK HIGHWAY 87 AND TRUNK HIGHWAY 64
 DQ1173'(THE JUNCTION IS 3.0 MILES SOUTH OF CHAMBERLAIN), AT TRUNK HIGHWAY 87
 DQ1173'MILEPOINT 57.5, 39.5 FEET SOUTH OF TRUNK HIGHWAY 87, 37.9 FEET WEST OF
 DQ1173'BOONSTRA DRIVE, 1.0 FOOT NORTH OF A WITNESS POST.
 DQ1173
 DQ1173                          STATION RECOVERY (2018)
 DQ1173
 DQ1173'RECOVERY NOTE BY MN DEPT OF TRANSP 2018 (TXD)
 DQ1173'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 QP0080 ***********************************************************************
 QP0080  DESIGNATION -  291/2 BOLT
 QP0080  PID         -  QP0080
 QP0080  STATE/COUNTY-  MN/BENTON
 QP0080  COUNTRY     -  US
 QP0080  USGS QUAD   -  LITTLE ROCK LAKE (2019)
 QP0080
 QP0080                         *CURRENT SURVEY CONTROL
 QP0080  ______________________________________________________________________
 QP0080* NAD 83(1986) POSITION- 45 38 22.     (N) 094 12 07.     (W)   SCALED
 QP0080* NAVD 88 ORTHO HEIGHT -   312.622 (meters)     1025.66  (feet) ADJUSTED
 QP0080  ______________________________________________________________________
 QP0080  GEOID HEIGHT    -        -26.942 (meters)                     GEOID18
 QP0080  DYNAMIC HEIGHT  -        312.618 (meters)     1025.65  (feet) COMP
 QP0080  MODELED GRAVITY -    980,593.5   (mgal)                       NAVD 88
 QP0080
 QP0080  VERT ORDER      -  FIRST     CLASS II
 QP0080
 QP0080.The horizontal coordinates were scaled from a map and have
 QP0080.an estimated accuracy of +/- 6 seconds.
 QP0080
 QP0080.The orthometric height was determined by differential leveling and
 QP0080.adjusted by the NATIONAL GEODETIC SURVEY
 QP0080.in June 1991.
 QP0080
 QP0080.Significant digits in the geoid height do not necessarily reflect accuracy.
 QP0080.GEOID18 height accuracy estimate available here.
 QP0080
 QP0080.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL063546(NAD 83)
 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
 QP0080.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QP0080.See file dsdata.pdf to determine how the superseded data were derived.
 QP0080
 QP0080_MARKER: B = BOLT
 QP0080_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 QP0080_SP_SET: UNDERGROUND TILE
 QP0080_MAGNETIC: P = MARKER IS A STEEL PIPE
 QP0080_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QP0080
 QP0080  HISTORY     - Date     Condition        Report By
 QP0080  HISTORY     - 1898     MONUMENTED       MRC
 QP0080  HISTORY     - 1974     GOOD             MNDT
 QP0080  HISTORY     - 20180821 MARK NOT FOUND   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.
 QP0080
 QP0080                          STATION RECOVERY (2018)
 QP0080
 QP0080'RECOVERY NOTE BY MN DEPT OF TRANSP 2018 (MAS)
 QP0080'AFTER A THOROUGH FIELD SEARCH MARK WAS NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 QP0079 ***********************************************************************
 QP0079  DESIGNATION -  291/2 CAP
 QP0079  PID         -  QP0079
 QP0079  STATE/COUNTY-  MN/BENTON
 QP0079  COUNTRY     -  US
 QP0079  USGS QUAD   -  LITTLE ROCK LAKE (2019)
 QP0079
 QP0079                         *CURRENT SURVEY CONTROL
 QP0079  ______________________________________________________________________
 QP0079* NAD 83(1986) POSITION- 45 38 22.     (N) 094 12 06.     (W)   SCALED
 QP0079* NAVD 88 ORTHO HEIGHT -   313.832 (meters)     1029.63  (feet) ADJUSTED
 QP0079  ______________________________________________________________________
 QP0079  GEOID HEIGHT    -        -26.942 (meters)                     GEOID18
 QP0079  DYNAMIC HEIGHT  -        313.827 (meters)     1029.61  (feet) COMP
 QP0079  MODELED GRAVITY -    980,593.5   (mgal)                       NAVD 88
 QP0079
 QP0079  VERT ORDER      -  FIRST     CLASS I
 QP0079
 QP0079.The horizontal coordinates were scaled from a map and have
 QP0079.an estimated accuracy of +/- 6 seconds.
 QP0079
 QP0079.The orthometric height was determined by differential leveling and
 QP0079.adjusted by the NATIONAL GEODETIC SURVEY
 QP0079.in June 1991.
 QP0079
 QP0079.Significant digits in the geoid height do not necessarily reflect accuracy.
 QP0079.GEOID18 height accuracy estimate available here.
 QP0079
 QP0079.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL063546(NAD 83)
 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
 QP0079.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QP0079.See file dsdata.pdf to determine how the superseded data were derived.
 QP0079
 QP0079_MARKER: C = CAP OF CAP-AND-BOLT PAIR
 QP0079_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 QP0079_MARK LOGO: MRC
 QP0079_MAGNETIC: P = MARKER IS A STEEL PIPE
 QP0079_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QP0079
 QP0079  HISTORY     - Date     Condition        Report By
 QP0079  HISTORY     - 1898     MONUMENTED       MRC
 QP0079  HISTORY     - 1974     GOOD             MNDT
 QP0079  HISTORY     - 1976     GOOD             NGS
 QP0079  HISTORY     - 20180821 MARK NOT FOUND   MNDT
 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.
 QP0079
 QP0079                          STATION RECOVERY (2018)
 QP0079
 QP0079'RECOVERY NOTE BY MN DEPT OF TRANSP 2018 (MAS)
 QP0079'AFTER A THOROUGH FIELD SEARCH MARK WAS NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 SK0380 ***********************************************************************
 SK0380  DESIGNATION -  2910 A
 SK0380  PID         -  SK0380
 SK0380  STATE/COUNTY-  MN/HUBBARD
 SK0380  COUNTRY     -  US
 SK0380  USGS QUAD   -  LAKE ITASCA (2019)
 SK0380
 SK0380                         *CURRENT SURVEY CONTROL
 SK0380  ______________________________________________________________________
 SK0380* NAD 83(2011) POSITION- 47 14 26.12581(N) 095 10 08.29267(W)   ADJUSTED
 SK0380* NAD 83(2011) ELLIP HT-   448.891 (meters)        (06/27/12)   ADJUSTED
 SK0380* NAD 83(2011) EPOCH   -  2010.00
 SK0380* NAVD 88 ORTHO HEIGHT -   476.357 (meters)     1562.85  (feet) ADJUSTED
 SK0380  ______________________________________________________________________
 SK0380  GEOID HEIGHT    -        -27.453 (meters)                     GEOID18
 SK0380  NAD 83(2011) X  -   -390,859.770 (meters)                     COMP
 SK0380  NAD 83(2011) Y  - -4,320,749.774 (meters)                     COMP
 SK0380  NAD 83(2011) Z  -  4,660,294.800 (meters)                     COMP
 SK0380  LAPLACE CORR    -         -1.71  (seconds)                    DEFLEC18
 SK0380  DYNAMIC HEIGHT  -        476.398 (meters)     1562.98  (feet) COMP
 SK0380  MODELED GRAVITY -    980,682.8   (mgal)                       NAVD 88
 SK0380
 SK0380  VERT ORDER      -  SECOND    CLASS I
 SK0380
 SK0380  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 SK0380  Standards:
 SK0380         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 SK0380            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 SK0380  -------------------------------------------------------------------
 SK0380  NETWORK    1.21   1.47           0.56   0.40   0.75     -0.02538088
 SK0380  -------------------------------------------------------------------
 SK0380  Click here for local accuracies and other accuracy information.
 SK0380
 SK0380.The horizontal coordinates were established by GPS observations
 SK0380.and adjusted by the National Geodetic Survey in June 2012.
 SK0380
 SK0380.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 SK0380.been affixed to the stable North American tectonic plate. See 
 SK0380.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 SK0380
 SK0380.The horizontal coordinates are valid at the epoch date displayed above
 SK0380.which is a decimal equivalence of Year/Month/Day.
 SK0380
 SK0380.The orthometric height was determined by differential leveling and
 SK0380.adjusted by the NATIONAL GEODETIC SURVEY
 SK0380.in August 2019.
 SK0380
 SK0380.Significant digits in the geoid height do not necessarily reflect accuracy.
 SK0380.GEOID18 height accuracy estimate available here.
 SK0380
 SK0380.Click photographs - Photos may exist for this station.
 SK0380
 SK0380.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 SK0380
 SK0380.The Laplace correction was computed from DEFLEC18 derived deflections.
 SK0380
 SK0380.The ellipsoidal height was determined by GPS observations
 SK0380.and is referenced to NAD 83.
 SK0380
 SK0380.The dynamic height is computed by dividing the NAVD 88
 SK0380.geopotential number by the normal gravity value computed on the
 SK0380.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SK0380.degrees latitude (g = 980.6199 gals.).
 SK0380
 SK0380.The modeled gravity was interpolated from observed gravity values.
 SK0380
 SK0380. The following values were computed from the NAD 83(2011) position.
 SK0380
 SK0380;                    North         East     Units Scale Factor Converg.
 SK0380;SPC MN C     -   349,451.577   730,419.442   MT  1.00004726   -0 39 53.2
 SK0380;SPC MN C     - 1,146,492.38  2,396,384.45   sFT  1.00004726   -0 39 53.2
 SK0380;UTM  15      - 5,234,182.382   335,847.480   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  =   0.99986082
 SK0380
 SK0380_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUN3584734182(NAD 83)
 SK0380
 SK0380|---------------------------------------------------------------------|
 SK0380| PID    Reference Object                     Distance      Geod. Az  |
 SK0380|                                                           dddmmss.s |
 SK0380| AF9204 SALL                                121.312 METERS 13825     |
 SK0380|---------------------------------------------------------------------|
 SK0380
 SK0380                          SUPERSEDED SURVEY CONTROL
 SK0380
 SK0380  NAD 83(2007)-  47 14 26.12572(N)    095 10 08.29352(W) AD(2002.00) 0
 SK0380  ELLIP H (02/10/07)  448.919  (m)                       GP(2002.00)    
 SK0380  NAD 83(1996)-  47 14 26.12546(N)    095 10 08.29333(W) AD(       ) 1
 SK0380  ELLIP H (07/17/98)  448.923  (m)                       GP(       ) 4 1
 SK0380  NAVD 88             476.34   (m)         1562.8    (f) LEVELING    3  
 SK0380  NAVD 88 (06/15/91)  476.337  (m)         1562.78   (f) SUPERSEDED  2 1
 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
 SK0380.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SK0380.See file dsdata.pdf to determine how the superseded data were derived.
 SK0380
 SK0380_MARKER: DB = BENCH MARK DISK
 SK0380_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 SK0380_STAMPING: 2910 A 1972
 SK0380_MARK LOGO: MNHD
 SK0380_PROJECTION: RECESSED 3 CENTIMETERS
 SK0380_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 SK0380_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SK0380_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 SK0380+SATELLITE: SATELLITE OBSERVATIONS - August 15, 2018
 SK0380
 SK0380  HISTORY     - Date     Condition        Report By
 SK0380  HISTORY     - 1972     MONUMENTED       MNHD
 SK0380  HISTORY     - 19920826 GOOD             MNDT
 SK0380  HISTORY     - 19971118 GOOD             MNDT
 SK0380  HISTORY     - 20061206 GOOD             MNDT
 SK0380  HISTORY     - 20140625 GOOD             MNDT
 SK0380  HISTORY     - 20180815 GOOD             MNDT
 SK0380
 SK0380                          STATION DESCRIPTION
 SK0380
 SK0380'DESCRIBED BY MN HIGHWAY DEPT 1972
 SK0380'2.2 MI SE FROM LAKE ITASCA.
 SK0380'MARK IS LOCATED 2.25 MILES SOUTHEAST ALONG T.H. 200 FROM THE JUNCTION
 SK0380'OF T.H. 200 AND COUNTY ROAD 38 (NO. 2 NORTH) IN LAKE ITASCA, 4 MILES
 SK0380'NORTHWEST OF THE EAST ENTRANCE (COUNTY ROAD 48) TO ITASCA STATE PARK,
 SK0380'0.1 MILES NORTHWEST OF A EAST-WEST TOWNSHIP ROAD, 61.7 FEET NORTHEAST
 SK0380'OF, AND 1 FOOT LOWER THAN THE CENTERLINE OF T.H. 200 AT MILE POINT
 SK0380'87.05, 38.5 FEET NORTH-NORTHEAST OF A HIGHWAY INFORMATION SIGN
 SK0380'CLEARWATER COUNTY - MAINT. AREA 2A, 16.9 FEET NORTH OF THE CENTER OF A
 SK0380'FORESTRY SIGN ENTERING WHITE EARTH STATE FOREST, 0.7 FEET SOUTHWEST OF
 SK0380'A STEEL WITNESS POST, IN A 6 FOOT PRECAST CONCRETE MONUMENT SET FLUSH
 SK0380'WITH THE GROUND.  SW 1/4 SECTION 31, T 144, R 35.
 SK0380
 SK0380                          STATION RECOVERY (1992)
 SK0380
 SK0380'RECOVERY NOTE BY MN DEPT OF TRANSP 1992 (HTS)
 SK0380'RECOVERED AS DESCRIBED.
 SK0380
 SK0380                          STATION RECOVERY (1997)
 SK0380
 SK0380'RECOVERY NOTE BY MN DEPT OF TRANSP 1997 (DKH)
 SK0380'THE MARK WAS RECOVERED AS DESCRIBED.
 SK0380
 SK0380                          STATION RECOVERY (2006)
 SK0380
 SK0380'RECOVERY NOTE BY MN DEPT OF TRANSP 2006 (MPP)
 SK0380'THE MARK IS LOCATED ABOUT 11.1 MI (17.9 KM) EAST-SOUTHEAST OF ZERKEL,
 SK0380'10.3 MI (16.6 KM) SOUTH-SOUTHEAST OF ALIDA AND 8.7 MI (14.0 KM)
 SK0380'WEST-NORTHWEST OF LAKE GEORGE.
 SK0380'
 SK0380'2.25 MI (3.6 KM) SOUTHEAST OF THE JUNCTION OF TRUNK HIGHWAY 200 AND
 SK0380'COUNTY ROAD 38-CO ROAD 2 IN LAKE ITASCA, 0.1 MI (0.2 KM) NORTHWEST OF
 SK0380'EAST-WEST TOWNSHIP ROAD, 61.7 FT (18.8 M) NORTHEAST OF TRUNK HIGHWAY
 SK0380'200, AT TRUNK HIGHWAY 200 MILE POINT 87.05, 38.5 FT (11.7 M)
 SK0380'NORTH-NORTHEAST OF HIGHWAY SIGN, 0.7 FT (0.2 M) SOUTHWEST OF A WITNESS
 SK0380'POST.
 SK0380
 SK0380                          STATION RECOVERY (2014)
 SK0380
 SK0380'RECOVERY NOTE BY MN DEPT OF TRANSP 2014 (KMS)
 SK0380'RECOVERED AS DESCRIBED.
 SK0380
 SK0380                          STATION RECOVERY (2018)
 SK0380
 SK0380'RECOVERY NOTE BY MN DEPT OF TRANSP 2018 (TJD)
 SK0380'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 SK0381 ***********************************************************************
 SK0381  DESIGNATION -  2910 B
 SK0381  PID         -  SK0381
 SK0381  STATE/COUNTY-  MN/HUBBARD
 SK0381  COUNTRY     -  US
 SK0381  USGS QUAD   -  LAKE ITASCA (2019)
 SK0381
 SK0381                         *CURRENT SURVEY CONTROL
 SK0381  ______________________________________________________________________
 SK0381* NAD 83(1986) POSITION- 47 13 31.69   (N) 095 09 46.07   (W)   HD_HELD1
 SK0381* NAVD 88 ORTHO HEIGHT -   454.938 (meters)     1492.58  (feet) ADJUSTED
 SK0381  ______________________________________________________________________
 SK0381  GEOID HEIGHT    -        -27.419 (meters)                     GEOID18
 SK0381  DYNAMIC HEIGHT  -        454.976 (meters)     1492.70  (feet) COMP
 SK0381  MODELED GRAVITY -    980,683.5   (mgal)                       NAVD 88
 SK0381
 SK0381  VERT ORDER      -  SECOND    CLASS I
 SK0381
 SK0381.The horizontal coordinates were determined by differentially corrected
 SK0381.hand held GPS observations or other comparable positioning techniques
 SK0381.and have an estimated accuracy of +/- 3 meters.
 SK0381
 SK0381.The orthometric height was determined by differential leveling and
 SK0381.adjusted by the NATIONAL GEODETIC SURVEY
 SK0381.in August 2019.
 SK0381
 SK0381.Significant digits in the geoid height do not necessarily reflect accuracy.
 SK0381.GEOID18 height accuracy estimate available here.
 SK0381
 SK0381.Click photographs - Photos may exist for this station.
 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     -   347,765.1     730,867.4     MT  (+/- 3 meters HH1 GPS) 
 SK0381
 SK0381_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUN3626832489(NAD 83)
 SK0381
 SK0381                          SUPERSEDED SURVEY CONTROL
 SK0381
 SK0381  NAVD 88 (06/15/91)  454.916  (m)         1492.50   (f) SUPERSEDED  2 1
 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
 SK0381.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SK0381.See file dsdata.pdf to determine how the superseded data were derived.
 SK0381
 SK0381_MARKER: DB = BENCH MARK DISK
 SK0381_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 SK0381_STAMPING: 2910 B 1972
 SK0381_MARK LOGO: MNHD
 SK0381_PROJECTION: FLUSH
 SK0381_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 SK0381_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SK0381_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 SK0381+SATELLITE: SATELLITE OBSERVATIONS - June 25, 2014
 SK0381
 SK0381  HISTORY     - Date     Condition        Report By
 SK0381  HISTORY     - 1972     MONUMENTED       MNHD
 SK0381  HISTORY     - 19920826 GOOD             MNDT
 SK0381  HISTORY     - 20140625 GOOD             MNDT
 SK0381
 SK0381                          STATION DESCRIPTION
 SK0381
 SK0381'DESCRIBED BY MN HIGHWAY DEPT 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, T143N, R35W.
 SK0381
 SK0381                          STATION RECOVERY (1992)
 SK0381
 SK0381'RECOVERY NOTE BY MN DEPT OF TRANSP 1992 (HTS)
 SK0381'RECOVERED AS DESCRIBED.
 SK0381
 SK0381                          STATION RECOVERY (2014)
 SK0381
 SK0381'RECOVERY NOTE BY MN DEPT OF TRANSP 2014 (KMS)
 SK0381'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 SK0383 ***********************************************************************
 SK0383  DESIGNATION -  2910 C
 SK0383  PID         -  SK0383
 SK0383  STATE/COUNTY-  MN/HUBBARD
 SK0383  COUNTRY     -  US
 SK0383  USGS QUAD   -  LAKE ITASCA (2019)
 SK0383
 SK0383                         *CURRENT SURVEY CONTROL
 SK0383  ______________________________________________________________________
 SK0383* NAD 83(1986) POSITION- 47 13 05.73   (N) 095 08 54.56   (W)   HD_HELD1
 SK0383* NAVD 88 ORTHO HEIGHT -   472.907 (meters)     1551.53  (feet) ADJUSTED
 SK0383  ______________________________________________________________________
 SK0383  GEOID HEIGHT    -        -27.406 (meters)                     GEOID18
 SK0383  DYNAMIC HEIGHT  -        472.948 (meters)     1551.66  (feet) COMP
 SK0383  MODELED GRAVITY -    980,685.4   (mgal)                       NAVD 88
 SK0383
 SK0383  VERT ORDER      -  SECOND    CLASS I
 SK0383
 SK0383.The horizontal coordinates were determined by differentially corrected
 SK0383.hand held GPS observations or other comparable positioning techniques
 SK0383.and have an estimated accuracy of +/- 3 meters.
 SK0383
 SK0383.The orthometric height was determined by differential leveling and
 SK0383.adjusted by the NATIONAL GEODETIC SURVEY
 SK0383.in August 2019.
 SK0383
 SK0383.Significant digits in the geoid height do not necessarily reflect accuracy.
 SK0383.GEOID18 height accuracy estimate available here.
 SK0383
 SK0383.Click photographs - Photos may exist for this station.
 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     -   346,951.0     731,942.0     MT  (+/- 3 meters HH1 GPS) 
 SK0383
 SK0383_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUN3732931657(NAD 83)
 SK0383
 SK0383                          SUPERSEDED SURVEY CONTROL
 SK0383
 SK0383  NAVD 88 (06/15/91)  472.884  (m)         1551.45   (f) SUPERSEDED  2 1
 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
 SK0383.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SK0383.See file dsdata.pdf to determine how the superseded data were derived.
 SK0383
 SK0383_MARKER: DB = BENCH MARK DISK
 SK0383_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 SK0383_STAMPING: 2910 C 1972
 SK0383_MARK LOGO: MNHD
 SK0383_PROJECTION: PROJECTING 10 CENTIMETERS
 SK0383_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 SK0383_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SK0383_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 SK0383+SATELLITE: SATELLITE OBSERVATIONS - June 25, 2014
 SK0383
 SK0383  HISTORY     - Date     Condition        Report By
 SK0383  HISTORY     - 19720401 MONUMENTED       MNHD
 SK0383  HISTORY     - 19920826 GOOD             MNDT
 SK0383  HISTORY     - 19980610 GOOD             MNDT
 SK0383  HISTORY     - 20130724 GOOD             MNDT
 SK0383  HISTORY     - 20140625 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).
 SK0383
 SK0383                          STATION RECOVERY (2013)
 SK0383
 SK0383'RECOVERY NOTE BY MN DEPT OF TRANSP 2013 (KMS)
 SK0383'THE STATION IS LOCATED ABOUT 12.1 MI (19.5 KM) SOUTH-SOUTHEAST OF
 SK0383'ALIDA, 11.9 MI (19.1 KM) NORTH-NORTHEAST OF TWO INLETS AND 7.4 MI
 SK0383'(11.9 KM) WEST OF LAKE GEORGE, 4.3 MI (6.9 KM) SOUTHEAST OF LAKE
 SK0383'ITASCA.
 SK0383'
 SK0383'TO REACH THE MARK GO 4.2 MI (6.8 KM) SOUTHEAST OF THE JUNCTION OF
 SK0383'TRUNK HIGHWAY 200 AND COUNTY ROAD 38/COUNTY ROAD 2 INCH (5 CM) LAKE
 SK0383'ITASCA, 2.1 MI (3.4 KM) NORTH OF EAST PARK ENTRANCE (COUNTY ROAD 123).
 SK0383'THE MARK IS LOCATED 58 FT (17.7 M) NORTHEAST OF TRUNK HIGHWAY 200,
 SK0383'78.5 FT (23.9 M) EAST OF MILEPOST 89, 0.8 FT (24 CM) SOUTHWEST OF A
 SK0383'WITNESS POST.
 SK0383
 SK0383                          STATION RECOVERY (2014)
 SK0383
 SK0383'RECOVERY NOTE BY MN DEPT OF TRANSP 2014 (KMS)
 SK0383'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 SK0384 ***********************************************************************
 SK0384  DESIGNATION -  2910 D
 SK0384  PID         -  SK0384
 SK0384  STATE/COUNTY-  MN/HUBBARD
 SK0384  COUNTRY     -  US
 SK0384  USGS QUAD   -  LAKE ITASCA (2019)
 SK0384
 SK0384                         *CURRENT SURVEY CONTROL
 SK0384  ______________________________________________________________________
 SK0384* NAD 83(1986) POSITION- 47 12 12.84   (N) 095 08 44.04   (W)   HD_HELD1
 SK0384* NAVD 88 ORTHO HEIGHT -   468.236 (meters)     1536.20  (feet) ADJUSTED
 SK0384  ______________________________________________________________________
 SK0384  GEOID HEIGHT    -        -27.368 (meters)                     GEOID18
 SK0384  DYNAMIC HEIGHT  -        468.277 (meters)     1536.34  (feet) COMP
 SK0384  MODELED GRAVITY -    980,685.6   (mgal)                       NAVD 88
 SK0384
 SK0384  VERT ORDER      -  SECOND    CLASS I
 SK0384
 SK0384.The horizontal coordinates were determined by differentially corrected
 SK0384.hand held GPS observations or other comparable positioning techniques
 SK0384.and have an estimated accuracy of +/- 3 meters.
 SK0384
 SK0384.The orthometric height was determined by differential leveling and
 SK0384.adjusted by the NATIONAL GEODETIC SURVEY
 SK0384.in August 2019.
 SK0384
 SK0384.Significant digits in the geoid height do not necessarily reflect accuracy.
 SK0384.GEOID18 height accuracy estimate available here.
 SK0384
 SK0384.Click photographs - Photos may exist for this station.
 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     -   345,315.2     732,144.8     MT  (+/- 3 meters HH1 GPS) 
 SK0384
 SK0384_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUN3750530019(NAD 83)
 SK0384
 SK0384                          SUPERSEDED SURVEY CONTROL
 SK0384
 SK0384  NAVD 88 (06/15/91)  468.210  (m)         1536.12   (f) SUPERSEDED  2 1
 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
 SK0384.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SK0384.See file dsdata.pdf to determine how the superseded data were derived.
 SK0384
 SK0384_MARKER: DB = BENCH MARK DISK
 SK0384_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 SK0384_STAMPING: 2910 D 1972
 SK0384_MARK LOGO: MNHD
 SK0384_PROJECTION: RECESSED 10 CENTIMETERS
 SK0384_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 SK0384_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SK0384_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 SK0384+SATELLITE: SATELLITE OBSERVATIONS - June 25, 2014
 SK0384
 SK0384  HISTORY     - Date     Condition        Report By
 SK0384  HISTORY     - 19720401 MONUMENTED       MNHD
 SK0384  HISTORY     - 19920826 GOOD             MNDT
 SK0384  HISTORY     - 19930401 GOOD             MNDT
 SK0384  HISTORY     - 19980610 GOOD             MNDT
 SK0384  HISTORY     - 20130724 GOOD             MNDT
 SK0384  HISTORY     - 20140625 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).
 SK0384
 SK0384                          STATION RECOVERY (2013)
 SK0384
 SK0384'RECOVERY NOTE BY MN DEPT OF TRANSP 2013 (KMS)
 SK0384'THE STATION IS LOCATED ABOUT 13.1 MI (21.1 KM) SOUTH-SOUTHEAST OF
 SK0384'ALIDA, 11.0 MI (17.7 KM) NORTH-NORTHEAST OF TWO INLETS AND 7.2 MI
 SK0384'(11.6 KM) WEST OF LAKE GEORGE, 5.2 MI (8.4 KM) SOUTHEAST OF LAKE
 SK0384'ITASCA.
 SK0384'
 SK0384'T0 REACH THE MARK GO 5.2 MI (8.4 KM) SOUTHEAST OF THE JUNCTION OF
 SK0384'TRUNK HIGHWAY 200 AND COUNTY ROAD 38/COUNTY ROAD 2 INCH (5 CM) LAKE
 SK0384'ITASCA, AT TRUNK HIGHWAY 200 MILE POINT 89.90, 1.2 MI (1.9 KM) NORTH
 SK0384'OF EAST PARK ENTRANCE (COUNTY ROAD 123).
 SK0384'
 SK0384'THE MARK IS LOCATED 49.7 FT (15.1 M) WEST OF TRUNK HIGHWAY 200, 613 FT
 SK0384'(186.8 M) SOUTH-SOUTHWEST OF MILE POINT 90, 81 FT (24.7 M) NORTH OF
 SK0384'THE NORTHEAST CORNER OF STATE PARK SIGN, 56 FT (17.1 M) NORTH OF
 SK0384'WOODED ENTRANCE, 1.0 FT (0.3 M) EAST OF A WITNESS POST.
 SK0384
 SK0384                          STATION RECOVERY (2014)
 SK0384
 SK0384'RECOVERY NOTE BY MN DEPT OF TRANSP 2014 (KMS)
 SK0384'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DP9612 ***********************************************************************
 DP9612  DESIGNATION -  2910 E
 DP9612  PID         -  DP9612
 DP9612  STATE/COUNTY-  MN/HUBBARD
 DP9612  COUNTRY     -  US
 DP9612  USGS QUAD   -  LAKE ITASCA (2019)
 DP9612
 DP9612                         *CURRENT SURVEY CONTROL
 DP9612  ______________________________________________________________________
 DP9612* NAD 83(1986) POSITION- 47 11 33.63   (N) 095 08 42.86   (W)   HD_HELD1
 DP9612* NAVD 88 ORTHO HEIGHT -   472.168 (meters)     1549.10  (feet) ADJUSTED
 DP9612  ______________________________________________________________________
 DP9612  GEOID HEIGHT    -        -27.338 (meters)                     GEOID18
 DP9612  DYNAMIC HEIGHT  -        472.209 (meters)     1549.24  (feet) COMP
 DP9612  MODELED GRAVITY -    980,685.6   (mgal)                       NAVD 88
 DP9612
 DP9612  VERT ORDER      -  SECOND    CLASS I
 DP9612
 DP9612.The horizontal coordinates were determined by differentially corrected
 DP9612.hand held GPS observations or other comparable positioning techniques
 DP9612.and have an estimated accuracy of +/- 3 meters.
 DP9612
 DP9612.The orthometric height was determined by differential leveling and
 DP9612.adjusted by the NATIONAL GEODETIC SURVEY
 DP9612.in August 2019.
 DP9612
 DP9612.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP9612.GEOID18 height accuracy estimate available here.
 DP9612
 DP9612.Click photographs - Photos may exist for this station.
 DP9612
 DP9612.The dynamic height is computed by dividing the NAVD 88
 DP9612.geopotential number by the normal gravity value computed on the
 DP9612.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP9612.degrees latitude (g = 980.6199 gals.).
 DP9612
 DP9612.The modeled gravity was interpolated from observed gravity values.
 DP9612
 DP9612;                    North         East    Units  Estimated Accuracy
 DP9612;SPC MN C     -   344,104.1     732,156.0     MT  (+/- 3 meters HH1 GPS) 
 DP9612
 DP9612_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUN3749728808(NAD 83)
 DP9612
 DP9612                          SUPERSEDED SURVEY CONTROL
 DP9612
 DP9612.No superseded survey control is available for this station.
 DP9612
 DP9612_MARKER: F = FLANGE-ENCASED ROD
 DP9612_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DP9612_STAMPING: 2910 E 2014
 DP9612_MARK LOGO: MNDT
 DP9612_PROJECTION: RECESSED 10 CENTIMETERS
 DP9612_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DP9612_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DP9612_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP9612+SATELLITE: SATELLITE OBSERVATIONS - August 18, 2014
 DP9612_ROD/PIPE-DEPTH: 4.0 meters
 DP9612
 DP9612  HISTORY     - Date     Condition        Report By
 DP9612  HISTORY     - 20140818 MONUMENTED       MNDT
 DP9612
 DP9612                          STATION DESCRIPTION
 DP9612
 DP9612'DESCRIBED BY MN DEPT OF TRANSP 2014
 DP9612'THE STATION IS LOCATED ABOUT 13.8 MI (22.2 KM) SOUTHEAST OF ZERKEL,
 DP9612'10.2 MI (16.4 KM) NORTH-NORTHEAST OF TWO INLETS AND 7.2 MI (11.6 KM)
 DP9612'WEST OF LAKE GEORGE.
 DP9612'
 DP9612'TO REACH THE MARK GO 4.2 MI (6.8 KM) SOUTHEAST ALONG TRUNK HIGHWAY 200
 DP9612'FROM THE JUNCTION OF TRUNK HIGHWAY 200 AND COUNTY ROAD 2 IN LAKE
 DP9612'ITASCA, AT TRUNK HIGHWAY 200 MILE POINT 90.85.
 DP9612'
 DP9612'THE MARK IS LOCATED 25.5 FT (7.8 M) WEST OF TRUNK HIGHWAY 200, 1.5 FT
 DP9612'(0.5 M) EAST OF A WITNESS POST.
 DP9612'
 DP9612'NOTE - THE STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM
 DP9612'ROD DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION REMOVABLE
 DP9612'DISK SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH
 DP9612'PVC PIPE BACK FILLED WITH WASHED SAND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DP9611 ***********************************************************************
 DP9611  DESIGNATION -  2910 F
 DP9611  PID         -  DP9611
 DP9611  STATE/COUNTY-  MN/HUBBARD
 DP9611  COUNTRY     -  US
 DP9611  USGS QUAD   -  LAKE ITASCA (2019)
 DP9611
 DP9611                         *CURRENT SURVEY CONTROL
 DP9611  ______________________________________________________________________
 DP9611* NAD 83(1986) POSITION- 47 12 19.91   (N) 095 08 43.59   (W)   HD_HELD1
 DP9611* NAVD 88 ORTHO HEIGHT -   464.526 (meters)     1524.03  (feet) ADJUSTED
 DP9611  ______________________________________________________________________
 DP9611  GEOID HEIGHT    -        -27.373 (meters)                     GEOID18
 DP9611  DYNAMIC HEIGHT  -        464.567 (meters)     1524.17  (feet) COMP
 DP9611  MODELED GRAVITY -    980,685.6   (mgal)                       NAVD 88
 DP9611
 DP9611  VERT ORDER      -  SECOND    CLASS I
 DP9611
 DP9611.The horizontal coordinates were determined by differentially corrected
 DP9611.hand held GPS observations or other comparable positioning techniques
 DP9611.and have an estimated accuracy of +/- 3 meters.
 DP9611
 DP9611.The orthometric height was determined by differential leveling and
 DP9611.adjusted by the NATIONAL GEODETIC SURVEY
 DP9611.in August 2019.
 DP9611
 DP9611.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP9611.GEOID18 height accuracy estimate available here.
 DP9611
 DP9611.Click photographs - Photos may exist for this station.
 DP9611
 DP9611.The dynamic height is computed by dividing the NAVD 88
 DP9611.geopotential number by the normal gravity value computed on the
 DP9611.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP9611.degrees latitude (g = 980.6199 gals.).
 DP9611
 DP9611.The modeled gravity was interpolated from observed gravity values.
 DP9611
 DP9611;                    North         East    Units  Estimated Accuracy
 DP9611;SPC MN C     -   345,533.5     732,156.8     MT  (+/- 3 meters HH1 GPS) 
 DP9611
 DP9611_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUN3752030237(NAD 83)
 DP9611
 DP9611                          SUPERSEDED SURVEY CONTROL
 DP9611
 DP9611.No superseded survey control is available for this station.
 DP9611
 DP9611_MARKER: F = FLANGE-ENCASED ROD
 DP9611_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DP9611_STAMPING: 2910 F 2014
 DP9611_MARK LOGO: MNDT
 DP9611_PROJECTION: RECESSED 5 CENTIMETERS
 DP9611_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DP9611_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DP9611_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP9611+SATELLITE: SATELLITE OBSERVATIONS - August 18, 2014
 DP9611_ROD/PIPE-DEPTH: 15.8 meters
 DP9611
 DP9611  HISTORY     - Date     Condition        Report By
 DP9611  HISTORY     - 20140818 MONUMENTED       MNDT
 DP9611
 DP9611                          STATION DESCRIPTION
 DP9611
 DP9611'DESCRIBED BY MN DEPT OF TRANSP 2014
 DP9611'THE STATION IS LOCATED ABOUT 13.0 MI (20.9 KM) SOUTH-SOUTHEAST OF
 DP9611'ALIDA, 11.1 MI (17.9 KM) NORTH-NORTHEAST OF TWO INLETS AND 7.2 MI
 DP9611'(11.6 KM) WEST OF LAKE GEORGE.
 DP9611'
 DP9611'TO REACH THE MARK GO 4.3 MI (6.9 KM) SOUTHEAST ALONG TRUNK HIGHWAY 200
 DP9611'FROM THE JUNCTION OF TRUNK HIGHWAY 200 AND COUNTY ROAD 2 IN LAKE
 DP9611'ITASCA, AT TRUNK HIGHWAY 200 MILE POINT 89.95.
 DP9611'
 DP9611'THE MARK IS LOCATED 28.0 FT (8.5 M) EAST OF TRUNK HIGHWAY 200, 1.5 FT
 DP9611'(0.5 M) WEST OF A WITNESS POST.
 DP9611'
 DP9611'NOTE - THE STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM
 DP9611'ROD DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION REMOVABLE
 DP9611'DISK SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH
 DP9611'PVC PIPE BACK FILLED WITH WASHED SAND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DQ4129 ***********************************************************************
 DQ4129  DESIGNATION -  2911 A
 DQ4129  PID         -  DQ4129
 DQ4129  STATE/COUNTY-  MN/HUBBARD
 DQ4129  COUNTRY     -  US
 DQ4129  USGS QUAD   -  LAKE ITASCA (2019)
 DQ4129
 DQ4129                         *CURRENT SURVEY CONTROL
 DQ4129  ______________________________________________________________________
 DQ4129* NAD 83(2011) POSITION- 47 08 17.67513(N) 095 09 59.94751(W)   ADJUSTED
 DQ4129* NAD 83(2011) ELLIP HT-   452.765 (meters)        (07/16/24)   ADJUSTED
 DQ4129* NAD 83(2011) EPOCH   -  2010.00
 DQ4129* NAVD 88 ORTHO HEIGHT -   479.974 (meters)     1574.71  (feet) ADJUSTED
 DQ4129  ______________________________________________________________________
 DQ4129  GEOID HEIGHT    -        -27.204 (meters)                     GEOID18
 DQ4129  NAD 83(2011) X  -   -391,436.944 (meters)                     COMP
 DQ4129  NAD 83(2011) Y  - -4,329,082.141 (meters)                     COMP
 DQ4129  NAD 83(2011) Z  -  4,652,564.582 (meters)                     COMP
 DQ4129  LAPLACE CORR    -         -0.88  (seconds)                    DEFLEC18
 DQ4129  DYNAMIC HEIGHT  -        480.015 (meters)     1574.85  (feet) COMP
 DQ4129  MODELED GRAVITY -    980,683.5   (mgal)                       NAVD 88
 DQ4129
 DQ4129  VERT ORDER      -  SECOND    CLASS I
 DQ4129
 DQ4129  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DQ4129  Standards:
 DQ4129         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DQ4129            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DQ4129  -------------------------------------------------------------------
 DQ4129  NETWORK    0.45   0.76           0.21   0.15   0.39     -0.02526502
 DQ4129  -------------------------------------------------------------------
 DQ4129  Click here for local accuracies and other accuracy information.
 DQ4129
 DQ4129.The horizontal coordinates were established by GPS observations
 DQ4129.and adjusted by the MN DEPT OF TRANSP in July 2024.
 DQ4129
 DQ4129.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DQ4129.been affixed to the stable North American tectonic plate. See 
 DQ4129.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DQ4129
 DQ4129.The horizontal coordinates are valid at the epoch date displayed above
 DQ4129.which is a decimal equivalence of Year/Month/Day.
 DQ4129
 DQ4129.The orthometric height was determined by differential leveling and
 DQ4129.adjusted by the NATIONAL GEODETIC SURVEY
 DQ4129.in August 2019.
 DQ4129
 DQ4129.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ4129.GEOID18 height accuracy estimate available here.
 DQ4129
 DQ4129.Click photographs - Photos may exist for this station.
 DQ4129
 DQ4129.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DQ4129
 DQ4129.The Laplace correction was computed from DEFLEC18 derived deflections.
 DQ4129
 DQ4129.The ellipsoidal height was determined by GPS observations
 DQ4129.and is referenced to NAD 83.
 DQ4129
 DQ4129.The dynamic height is computed by dividing the NAVD 88
 DQ4129.geopotential number by the normal gravity value computed on the
 DQ4129.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ4129.degrees latitude (g = 980.6199 gals.).
 DQ4129
 DQ4129.The modeled gravity was interpolated from observed gravity values.
 DQ4129
 DQ4129. The following values were computed from the NAD 83(2011) position.
 DQ4129
 DQ4129;                    North         East     Units Scale Factor Converg.
 DQ4129;SPC MN C     -   338,071.497   730,463.265   MT  1.00002049   -0 39 47.1
 DQ4129;SPC MN C     - 1,109,156.24  2,396,528.23   sFT  1.00002049   -0 39 47.1
 DQ4129;UTM  15      - 5,222,804.244   335,707.251   MT  0.99993174   -1 35 18.6
 DQ4129
 DQ4129!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DQ4129!SPC MN C     -   0.99992904  x   1.00002049  =   0.99994952
 DQ4129!UTM  15      -   0.99992904  x   0.99993174  =   0.99986078
 DQ4129
 DQ4129_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUN3570722804(NAD 83)
 DQ4129
 DQ4129                          SUPERSEDED SURVEY CONTROL
 DQ4129
 DQ4129.No superseded survey control is available for this station.
 DQ4129
 DQ4129_MARKER: F = FLANGE-ENCASED ROD
 DQ4129_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DQ4129_STAMPING: 2911 A 2015
 DQ4129_MARK LOGO: MNDT
 DQ4129_PROJECTION: RECESSED 5 CENTIMETERS
 DQ4129_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DQ4129_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ4129_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ4129+SATELLITE: SATELLITE OBSERVATIONS - August 02, 2023
 DQ4129_ROD/PIPE-DEPTH: 17.1 meters
 DQ4129
 DQ4129  HISTORY     - Date     Condition        Report By
 DQ4129  HISTORY     - 20150923 MONUMENTED       MNDT
 DQ4129  HISTORY     - 20190827 GOOD             MNDT
 DQ4129  HISTORY     - 20230802 GOOD             MNDT
 DQ4129
 DQ4129                          STATION DESCRIPTION
 DQ4129
 DQ4129'DESCRIBED BY MN DEPT OF TRANSP 2015
 DQ4129'THE MARK IS LOCATED ABOUT 18.0 MI (29.0 KM) NORTH OF PARK RAPIDS, 0.7
 DQ4129'MI (1.1 KM) WEST ALONG TRUNK HIGHWAY 113  FROM THE JUNCTION OF TRUNK
 DQ4129'HIGHWAY 113 AND TRUNK HIGHWAY 71 (JUNCTION IS 18.0 MI (29.0 KM) NORTH
 DQ4129'OF PARK RAPIDS), AT TRUNK HIGHWAY 113 MILE POINT 54.00, 20.2 FT (6.2
 DQ4129'M) NORTH OF TRUNK HIGHWAY 113, 24.3 FT (7.4 M) SOUTH OF A WITNESS
 DQ4129'POST.
 DQ4129
 DQ4129                          STATION RECOVERY (2019)
 DQ4129
 DQ4129'RECOVERY NOTE BY MN DEPT OF TRANSP 2019 (DAS)
 DQ4129'RECOVERED IN GOOD CONDITION.
 DQ4129
 DQ4129                          STATION RECOVERY (2023)
 DQ4129
 DQ4129'RECOVERY NOTE BY MN DEPT OF TRANSP 2023 (KMS)
 DQ4129'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DQ4128 ***********************************************************************
 DQ4128  DESIGNATION -  2911 B
 DQ4128  PID         -  DQ4128
 DQ4128  STATE/COUNTY-  MN/HUBBARD
 DQ4128  COUNTRY     -  US
 DQ4128  USGS QUAD   -  LAKE ITASCA (2019)
 DQ4128
 DQ4128                         *CURRENT SURVEY CONTROL
 DQ4128  ______________________________________________________________________
 DQ4128* NAD 83(2011) POSITION- 47 08 19.00986(N) 095 09 09.35357(W)   ADJUSTED
 DQ4128* NAD 83(2011) ELLIP HT-   453.484 (meters)        (07/16/24)   ADJUSTED
 DQ4128* NAD 83(2011) EPOCH   -  2010.00
 DQ4128* NAVD 88 ORTHO HEIGHT -   480.704 (meters)     1577.11  (feet) ADJUSTED
 DQ4128  ______________________________________________________________________
 DQ4128  GEOID HEIGHT    -        -27.208 (meters)                     GEOID18
 DQ4128  NAD 83(2011) X  -   -390,372.398 (meters)                     COMP
 DQ4128  NAD 83(2011) Y  - -4,329,148.419 (meters)                     COMP
 DQ4128  NAD 83(2011) Z  -  4,652,593.149 (meters)                     COMP
 DQ4128  LAPLACE CORR    -         -0.77  (seconds)                    DEFLEC18
 DQ4128  DYNAMIC HEIGHT  -        480.746 (meters)     1577.25  (feet) COMP
 DQ4128  MODELED GRAVITY -    980,685.5   (mgal)                       NAVD 88
 DQ4128
 DQ4128  VERT ORDER      -  SECOND    CLASS I
 DQ4128
 DQ4128  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DQ4128  Standards:
 DQ4128         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DQ4128            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DQ4128  -------------------------------------------------------------------
 DQ4128  NETWORK    0.44   0.73           0.20   0.15   0.37     -0.07186404
 DQ4128  -------------------------------------------------------------------
 DQ4128  Click here for local accuracies and other accuracy information.
 DQ4128
 DQ4128.The horizontal coordinates were established by GPS observations
 DQ4128.and adjusted by the MN DEPT OF TRANSP in July 2024.
 DQ4128
 DQ4128.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DQ4128.been affixed to the stable North American tectonic plate. See 
 DQ4128.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DQ4128
 DQ4128.The horizontal coordinates are valid at the epoch date displayed above
 DQ4128.which is a decimal equivalence of Year/Month/Day.
 DQ4128
 DQ4128.The orthometric height was determined by differential leveling and
 DQ4128.adjusted by the NATIONAL GEODETIC SURVEY
 DQ4128.in August 2019.
 DQ4128
 DQ4128.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ4128.GEOID18 height accuracy estimate available here.
 DQ4128
 DQ4128.Click photographs - Photos may exist for this station.
 DQ4128
 DQ4128.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DQ4128
 DQ4128.The Laplace correction was computed from DEFLEC18 derived deflections.
 DQ4128
 DQ4128.The ellipsoidal height was determined by GPS observations
 DQ4128.and is referenced to NAD 83.
 DQ4128
 DQ4128.The dynamic height is computed by dividing the NAVD 88
 DQ4128.geopotential number by the normal gravity value computed on the
 DQ4128.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ4128.degrees latitude (g = 980.6199 gals.).
 DQ4128
 DQ4128.The modeled gravity was interpolated from observed gravity values.
 DQ4128
 DQ4128. The following values were computed from the NAD 83(2011) position.
 DQ4128
 DQ4128;                    North         East     Units Scale Factor Converg.
 DQ4128;SPC MN C     -   338,100.470   731,529.807   MT  1.00002058   -0 39 10.5
 DQ4128;SPC MN C     - 1,109,251.29  2,400,027.38   sFT  1.00002058   -0 39 10.5
 DQ4128;UTM  15      - 5,222,815.988   336,774.025   MT  0.99992745   -1 34 41.5
 DQ4128
 DQ4128!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DQ4128!SPC MN C     -   0.99992892  x   1.00002058  =   0.99994950
 DQ4128!UTM  15      -   0.99992892  x   0.99992745  =   0.99985638
 DQ4128
 DQ4128_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUN3677422815(NAD 83)
 DQ4128
 DQ4128                          SUPERSEDED SURVEY CONTROL
 DQ4128
 DQ4128.No superseded survey control is available for this station.
 DQ4128
 DQ4128_MARKER: F = FLANGE-ENCASED ROD
 DQ4128_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DQ4128_STAMPING: 2911 B 2015
 DQ4128_MARK LOGO: MNDT
 DQ4128_PROJECTION: RECESSED 5 CENTIMETERS
 DQ4128_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DQ4128_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ4128_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ4128+SATELLITE: SATELLITE OBSERVATIONS - December 07, 2023
 DQ4128_ROD/PIPE-DEPTH: 22.6 meters
 DQ4128
 DQ4128  HISTORY     - Date     Condition        Report By
 DQ4128  HISTORY     - 20150923 MONUMENTED       MNDT
 DQ4128  HISTORY     - 20190827 GOOD             MNDT
 DQ4128  HISTORY     - 20231207 GOOD             MNDT
 DQ4128
 DQ4128                          STATION DESCRIPTION
 DQ4128
 DQ4128'DESCRIBED BY MN DEPT OF TRANSP 2015
 DQ4128'THE MARK IS LOCATED ABOUT 18.0 MI (29.0 KM) NORTH OF PARK RAPIDS, AT
 DQ4128'THE JUNCTION OF TRUNK HIGHWAY 113 AND TRUNK HIGHWAY 71 (JUNCTION IS
 DQ4128'18.0 MI (29.0 KM) NORTH OF PARK RAPIDS), AT TRUNK HIGHWAY 113 MILE
 DQ4128'POINT 54.70, 117.8 FT (35.9 M) NORTH OF TRUNK HIGHWAY 113, 95.4 FT
 DQ4128'(29.1 M) WEST OF TRUNK HIGHWAY 71, 1.5 FT (0.5 M) SOUTH OF A WITNESS
 DQ4128'POST.
 DQ4128
 DQ4128                          STATION RECOVERY (2019)
 DQ4128
 DQ4128'RECOVERY NOTE BY MN DEPT OF TRANSP 2019 (DAS)
 DQ4128'RECOVERED IN GOOD CONDITION.
 DQ4128
 DQ4128                          STATION RECOVERY (2023)
 DQ4128
 DQ4128'RECOVERY NOTE BY MN DEPT OF TRANSP 2023 (KMS)
 DQ4128'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 SK0501 ***********************************************************************
 SK0501  DESIGNATION -  2912 B
 SK0501  PID         -  SK0501
 SK0501  STATE/COUNTY-  MN/HUBBARD
 SK0501  COUNTRY     -  US
 SK0501  USGS QUAD   -  ANDRUSIA LAKE (2019)
 SK0501
 SK0501                         *CURRENT SURVEY CONTROL
 SK0501  ______________________________________________________________________
 SK0501* NAD 83(1986) POSITION- 47 23 42.4    (N) 094 44 15.5    (W)   HD_HELD2
 SK0501* NAVD 88 ORTHO HEIGHT -   406.829 (meters)     1334.74  (feet) ADJUSTED
 SK0501  ______________________________________________________________________
 SK0501  GEOID HEIGHT    -        -28.126 (meters)                     GEOID18
 SK0501  DYNAMIC HEIGHT  -        406.869 (meters)     1334.87  (feet) COMP
 SK0501  MODELED GRAVITY -    980,698.9   (mgal)                       NAVD 88
 SK0501
 SK0501  VERT ORDER      -  SECOND    CLASS I
 SK0501
 SK0501.The horizontal coordinates were established by autonomous hand held GPS
 SK0501.observations and have an estimated accuracy of +/- 10 meters.
 SK0501
 SK0501.The orthometric height was determined by differential leveling and
 SK0501.adjusted by the NATIONAL GEODETIC SURVEY
 SK0501.in August 2019.
 SK0501
 SK0501.Significant digits in the geoid height do not necessarily reflect accuracy.
 SK0501.GEOID18 height accuracy estimate available here.
 SK0501
 SK0501.Click photographs - Photos may exist for this station.
 SK0501
 SK0501.The dynamic height is computed by dividing the NAVD 88
 SK0501.geopotential number by the normal gravity value computed on the
 SK0501.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SK0501.degrees latitude (g = 980.6199 gals.).
 SK0501
 SK0501.The modeled gravity was interpolated from observed gravity values.
 SK0501
 SK0501;                    North         East    Units  Estimated Accuracy
 SK0501;SPC MN C     -   366,342.      763,183.      MT  (+/- 10 meters HH2 GPS)
 SK0501
 SK0501_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUN6887350536(NAD 83)
 SK0501
 SK0501                          SUPERSEDED SURVEY CONTROL
 SK0501
 SK0501  NAVD 88 (06/15/91)  406.829  (m)         1334.74   (f) SUPERSEDED  1 2
 SK0501
 SK0501.Superseded values are not recommended for survey control.
 SK0501
 SK0501.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SK0501.See file dsdata.pdf to determine how the superseded data were derived.
 SK0501
 SK0501_MARKER: DV = VERTICAL CONTROL DISK
 SK0501_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 SK0501_STAMPING: 2912 B 1976
 SK0501_MARK LOGO: MNHD
 SK0501_PROJECTION: PROJECTING 5 CENTIMETERS
 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 - June 14, 2023
 SK0501_ROD/PIPE-DEPTH: 12.2 meters
 SK0501
 SK0501  HISTORY     - Date     Condition        Report By
 SK0501  HISTORY     - 19760401 MONUMENTED       MNHD
 SK0501  HISTORY     - 1980     GOOD             NGS
 SK0501  HISTORY     - 20010814 MARK NOT FOUND   MNDT
 SK0501  HISTORY     - 20020805 GOOD             MNDT
 SK0501  HISTORY     - 20041017 GOOD             GEOCAC
 SK0501  HISTORY     - 20120420 GOOD             MNDT
 SK0501  HISTORY     - 20230614 GOOD             MNDT
 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.
 SK0501
 SK0501                          STATION RECOVERY (2012)
 SK0501
 SK0501'RECOVERY NOTE BY MN DEPT OF TRANSP 2012 (KMS)
 SK0501'6.5 MILES WEST OF CASS LAKE, 6.05 MILES WEST ALONG TRUNK HIGHWAY 2
 SK0501'FROM JUNCTION OF TRUNK HIGHWAY 2 AND TRUNK HIGHWAY 371 IN CASS LAKE,
 SK0501'AT TRUNK HIGHWAY 2 MILEPOINT 123.85, 91.5 FEET SOUTH OF EASTBOUND
 SK0501'TRUNK HIGHWAY 2, 15.0 FEET EAST OF WATERLILY TRAIL, 35.0 FEET
 SK0501'SOUTH-SOUTHWEST OF POWER POLE, 39.0 FEET SOUTHEAST OF RIGHT-OF-WAY
 SK0501'MARKER, 1.0 FOOT NORTH OF WITNESS POST.
 SK0501
 SK0501                          STATION RECOVERY (2023)
 SK0501
 SK0501'RECOVERY NOTE BY MN DEPT OF TRANSP 2023 (AJH)
 SK0501'6.5 MI (10.5 KM) WEST OF CASS LAKE, 6.05 MI (9.73 KM) WEST ALONG TRUNK
 SK0501'HIGHWAY 2 FROM THE JUNCTION OF TRUNK HIGHWAY 2 AND TRUNK HIGHWAY 371
 SK0501'IN CASS LAKE, AT TRUNK HIGHWAY 2 MILE POINT 123.85, 91.5 FT (27.9 M)
 SK0501'SOUTH OF EASTBOUND TRUNK HIGHWAY 2, 15.0 FT (4.6 M) EAST OF WATERLILY
 SK0501'TRAIL, 35.0 FT (10.7 M) SOUTH-SOUTHWEST OF A POWER POLE, 39.0 FT (11.9
 SK0501'M) SOUTHEAST OF A RIGHT-OF-WAY MARKER, 1.0 FT (0.3 M) NORTH OF A
 SK0501'WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 SK0795 ***********************************************************************
 SK0795  DESIGNATION -  2912 D
 SK0795  PID         -  SK0795
 SK0795  STATE/COUNTY-  MN/HUBBARD
 SK0795  COUNTRY     -  US
 SK0795  USGS QUAD   -  ANDRUSIA LAKE (2019)
 SK0795
 SK0795                         *CURRENT SURVEY CONTROL
 SK0795  ______________________________________________________________________
 SK0795* NAD 83(1996) POSITION- 47 23 12.15116(N) 094 41 04.12005(W)   NO CHECK
 SK0795* NAVD 88 ORTHO HEIGHT -   410.    (meters)     1345.    (feet) SCALED
 SK0795  ______________________________________________________________________
 SK0795  GEOID HEIGHT    -        -28.129 (meters)                     GEOID18
 SK0795  LAPLACE CORR    -         -1.10  (seconds)                    DEFLEC18
 SK0795  HORZ ORDER      -  THIRD
 SK0795
 SK0795.The horizontal coordinates were established by classical geodetic methods
 SK0795.and adjusted by the National Geodetic Survey in March 1999.
 SK0795
 SK0795.No horizontal observational check was made to the station.
 SK0795
 SK0795.The orthometric height was scaled from a topographic map.
 SK0795
 SK0795.Significant digits in the geoid height do not necessarily reflect accuracy.
 SK0795.GEOID18 height accuracy estimate available here.
 SK0795
 SK0795.Click photographs - Photos may exist for this station.
 SK0795
 SK0795.The Laplace correction was computed from DEFLEC18 derived deflections.
 SK0795
 SK0795. The following values were computed from the NAD 83(1996) position.
 SK0795
 SK0795;                    North         East     Units Scale Factor Converg.
 SK0795;SPC MN C     -   365,383.991   767,191.713   MT  1.00009109   -0 18 51.5
 SK0795;SPC MN C     - 1,198,763.98  2,517,028.15   sFT  1.00009109   -0 18 51.5
 SK0795;UTM  15      - 5,249,514.661   372,865.037   MT  0.99979864   -1 14 23.4
 SK0795
 SK0795!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SK0795!SPC MN C     -   0.99994014  x   1.00009109  =   1.00003122
 SK0795!UTM  15      -   0.99994014  x   0.99979864  =   0.99973879
 SK0795
 SK0795_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUN7286549514(NAD 83)
 SK0795
 SK0795                          SUPERSEDED SURVEY CONTROL
 SK0795
 SK0795  NAD 83(1986)-  47 23 12.15020(N)    094 41 04.12011(W) AD(       ) 3
 SK0795  NAD 27      -  47 23 12.31720(N)    094 41 03.18752(W) AD(       ) 3
 SK0795
 SK0795.Superseded values are not recommended for survey control.
 SK0795
 SK0795.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SK0795.See file dsdata.pdf to determine how the superseded data were derived.
 SK0795
 SK0795_MARKER: DB = BENCH MARK DISK
 SK0795_STAMPING: 2912 D 1976
 SK0795_MARK LOGO: MNHD
 SK0795_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SK0795
 SK0795  HISTORY     - Date     Condition        Report By
 SK0795  HISTORY     - 1976     MONUMENTED       MNDT
 SK0795
 SK0795                          STATION DESCRIPTION
 SK0795
 SK0795'DESCRIBED BY MN DEPT OF TRANSP 1976
 SK0795'THE MARK IS LOCATED ABOUT 7.8 MI (12.5 KM) NORTHEAST OF GUTHRIE, 6.9
 SK0795'MI (11.2 KM) SOUTH OF ANDRUSIA AND 3.8 MI (6.1 KM) WEST OF CASS LAKE.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DO8665 ***********************************************************************
 DO8665  DESIGNATION -  2912 F RESET
 DO8665  PID         -  DO8665
 DO8665  STATE/COUNTY-  MN/HUBBARD
 DO8665  COUNTRY     -  US
 DO8665  USGS QUAD   -  ANDRUSIA LAKE (2019)
 DO8665
 DO8665                         *CURRENT SURVEY CONTROL
 DO8665  ______________________________________________________________________
 DO8665* NAD 83(1986) POSITION- 47 23 45.44   (N) 094 43 06.38   (W)   HD_HELD1
 DO8665* NAVD 88 ORTHO HEIGHT -   409.538 (meters)     1343.63  (feet) ADJUSTED
 DO8665  ______________________________________________________________________
 DO8665  GEOID HEIGHT    -        -28.133 (meters)                     GEOID18
 DO8665  DYNAMIC HEIGHT  -        409.579 (meters)     1343.76  (feet) COMP
 DO8665  MODELED GRAVITY -    980,699.6   (mgal)                       NAVD 88
 DO8665
 DO8665  VERT ORDER      -  SECOND    CLASS I
 DO8665
 DO8665.The horizontal coordinates were determined by differentially corrected
 DO8665.hand held GPS observations or other comparable positioning techniques
 DO8665.and have an estimated accuracy of +/- 3 meters.
 DO8665
 DO8665.The orthometric height was determined by differential leveling and
 DO8665.adjusted by the NATIONAL GEODETIC SURVEY
 DO8665.in August 2019.
 DO8665
 DO8665.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO8665.GEOID18 height accuracy estimate available here.
 DO8665
 DO8665.Click photographs - Photos may exist for this station.
 DO8665
 DO8665.The dynamic height is computed by dividing the NAVD 88
 DO8665.geopotential number by the normal gravity value computed on the
 DO8665.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO8665.degrees latitude (g = 980.6199 gals.).
 DO8665
 DO8665.The modeled gravity was interpolated from observed gravity values.
 DO8665
 DO8665;                    North         East    Units  Estimated Accuracy
 DO8665;SPC MN C     -   366,426.7     764,633.4     MT  (+/- 3 meters HH1 GPS) 
 DO8665
 DO8665_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUN7032450598(NAD 83)
 DO8665
 DO8665                          SUPERSEDED SURVEY CONTROL
 DO8665
 DO8665  NAVD 88 (09/23/13)  409.537  (m)         1343.62   (f) SUPERSEDED  2 1
 DO8665
 DO8665.Superseded values are not recommended for survey control.
 DO8665
 DO8665.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DO8665.See file dsdata.pdf to determine how the superseded data were derived.
 DO8665
 DO8665_MARKER: I = METAL ROD
 DO8665_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DO8665_STAMPING: 2912 F RESET 2012
 DO8665_MARK LOGO: MNDT
 DO8665_PROJECTION: RECESSED 20 CENTIMETERS
 DO8665_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DO8665_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DO8665_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DO8665+SATELLITE: SATELLITE OBSERVATIONS - June 14, 2023
 DO8665_ROD/PIPE-DEPTH: 18.3 meters
 DO8665
 DO8665  HISTORY     - Date     Condition        Report By
 DO8665  HISTORY     - 20120719 MONUMENTED       MNDT
 DO8665  HISTORY     - 20210713 GOOD             MNDT
 DO8665  HISTORY     - 20230614 GOOD             MNDT
 DO8665
 DO8665                          STATION DESCRIPTION
 DO8665
 DO8665'DESCRIBED BY MN DEPT OF TRANSP 2012 (KMS)
 DO8665'8.0 MILES SOUTHEAST OF BEMIDJI, 7.85 MILES SOUTHEAST ALONG TRUNK
 DO8665'HIGHWAY 2 FROM JUNCTION OF TRUNK HIGHWAY 2 AND TRUNK HIGHWAY 71 IN
 DO8665'BEMIDJI, AT TRUNK HIGHWAY 2 MILEPOINT 124.75, 189.9 FEET NORTH OF
 DO8665'WESTBOUND TRUNK HIGHWAY 2, 28.9 FEET EAST OF 307TH AVENUE, 1.3 FEET
 DO8665'SOUTH OF WITNESS POST.
 DO8665
 DO8665                          STATION RECOVERY (2021)
 DO8665
 DO8665'RECOVERY NOTE BY MN DEPT OF TRANSP 2021 (TJD)
 DO8665'RECOVERED IN GOOD CONDITION.
 DO8665
 DO8665                          STATION RECOVERY (2023)
 DO8665
 DO8665'RECOVERY NOTE BY MN DEPT OF TRANSP 2023 (AJH)
 DO8665'8.0 MI (12.9 KM) SOUTHEAST OF BEMIDJI, 7.85 MI (12.63 KM) SOUTHEAST
 DO8665'ALONG TRUNK HIGHWAY 2 FROM THE JUNCTION OF TRUNK HIGHWAY 2 AND TRUNK
 DO8665'HIGHWAY 71 IN BEMIDJI, AT TRUNK HIGHWAY 2 MILE POINT 124.75, 189.9 FT
 DO8665'(57.9 M) NORTH OF WESTBOUND TRUNK HIGHWAY 2, 28.9 FT (8.8 M) EAST OF
 DO8665'307TH AVENUE, 1.3 FT (0.4 M) SOUTH OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DE6215 ***********************************************************************
 DE6215  DESIGNATION -  2913 A
 DE6215  PID         -  DE6215
 DE6215  STATE/COUNTY-  MN/HUBBARD
 DE6215  COUNTRY     -  US
 DE6215  USGS QUAD   -  AKELEY (2019)
 DE6215
 DE6215                         *CURRENT SURVEY CONTROL
 DE6215  ______________________________________________________________________
 DE6215* NAD 83(1986) POSITION- 47 00 31.79   (N) 094 42 58.14   (W)   HD_HELD1
 DE6215* NAVD 88 ORTHO HEIGHT -   435.739 (meters)     1429.59  (feet) ADJUSTED
 DE6215  ______________________________________________________________________
 DE6215  GEOID HEIGHT    -        -27.608 (meters)                     GEOID18
 DE6215  DYNAMIC HEIGHT  -        435.773 (meters)     1429.70  (feet) COMP
 DE6215  MODELED GRAVITY -    980,677.2   (mgal)                       NAVD 88
 DE6215
 DE6215  VERT ORDER      -  SECOND    CLASS I
 DE6215
 DE6215.The horizontal coordinates were determined by differentially corrected
 DE6215.hand held GPS observations or other comparable positioning techniques
 DE6215.and have an estimated accuracy of +/- 3 meters.
 DE6215
 DE6215.The orthometric height was determined by differential leveling and
 DE6215.adjusted by the NATIONAL GEODETIC SURVEY
 DE6215.in February 2020.
 DE6215
 DE6215.Significant digits in the geoid height do not necessarily reflect accuracy.
 DE6215.GEOID18 height accuracy estimate available here.
 DE6215
 DE6215.Click photographs - Photos may exist for this station.
 DE6215
 DE6215.The dynamic height is computed by dividing the NAVD 88
 DE6215.geopotential number by the normal gravity value computed on the
 DE6215.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE6215.degrees latitude (g = 980.6199 gals.).
 DE6215
 DE6215.The modeled gravity was interpolated from observed gravity values.
 DE6215
 DE6215;                    North         East    Units  Estimated Accuracy
 DE6215;SPC MN C     -   323,386.3     764,552.9     MT  (+/- 3 meters HH1 GPS) 
 DE6215
 DE6215_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUN6955107574(NAD 83)
 DE6215
 DE6215                          SUPERSEDED SURVEY CONTROL
 DE6215
 DE6215  NAVD 88 (08/26/19)  435.738  (m)         1429.58   (f) SUPERSEDED  2 1
 DE6215  NAVD 88 (05/02/18)  435.726  (m)         1429.54   (f) SUPERSEDED  2 1
 DE6215  NAVD 88 (08/05/02)  435.721  (m)         1429.53   (f) SUPERSEDED  2 1
 DE6215
 DE6215.Superseded values are not recommended for survey control.
 DE6215
 DE6215.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE6215.See file dsdata.pdf to determine how the superseded data were derived.
 DE6215
 DE6215_MARKER: DB = BENCH MARK DISK
 DE6215_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 DE6215_STAMPING: 2913 A 1965
 DE6215_MARK LOGO: MNHD
 DE6215_PROJECTION: FLUSH
 DE6215_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DE6215_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DE6215_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DE6215+SATELLITE: SATELLITE OBSERVATIONS - July 17, 2014
 DE6215
 DE6215  HISTORY     - Date     Condition        Report By
 DE6215  HISTORY     - 19650401 MONUMENTED       MNHD
 DE6215  HISTORY     - 19980825 GOOD             MNDT
 DE6215  HISTORY     - 20140717 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.
 DE6215
 DE6215                          STATION RECOVERY (2014)
 DE6215
 DE6215'RECOVERY NOTE BY MN DEPT OF TRANSP 2014 (MAS)
 DE6215'THE STATION IS LOCATED ABOUT 8.8 MI (14.2 KM) SOUTHWEST OF WALKER, 6.5
 DE6215'MI (10.5 KM) EAST-NORTHEAST OF NEVIS AND IN THE TOWN OF AKELEY, MN.
 DE6215'
 DE6215'TO REACH THE MARK GO 0.05 MI (0.1 KM) NORTH ALONG TRUNK HIGHWAY 64
 DE6215'FROM THE JUNCTION OF TRUNK HIGHWAY 64 AND TRUNK HIGHWAY 34 IN AKELEY,
 DE6215'AT TRUNK HIGHWAY 64 MILE POINT 49.3.
 DE6215'
 DE6215'THE MARK IS LOCATED 75 FT (22.9 M) EAST OF TRUNK HIGHWAY 64, AT TRUNK
 DE6215'HIGHWAY 64 STATION 70+00, 0.5 FT (15 CM) WEST OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DQ1229 ***********************************************************************
 DQ1229  DESIGNATION -  2913 AA
 DQ1229  PID         -  DQ1229
 DQ1229  STATE/COUNTY-  MN/HUBBARD
 DQ1229  COUNTRY     -  US
 DQ1229  USGS QUAD   -  LAPORTE (2019)
 DQ1229
 DQ1229                         *CURRENT SURVEY CONTROL
 DQ1229  ______________________________________________________________________
 DQ1229* NAD 83(2011) POSITION- 47 12 24.64543(N) 094 47 48.27458(W)   ADJUSTED
 DQ1229* NAD 83(2011) ELLIP HT-   382.748 (meters)        (11/14/18)   ADJUSTED
 DQ1229* NAD 83(2011) EPOCH   -  2010.00
 DQ1229* NAVD 88 ORTHO HEIGHT -   410.483 (meters)     1346.73  (feet) ADJUSTED
 DQ1229  ______________________________________________________________________
 DQ1229  GEOID HEIGHT    -        -27.749 (meters)                     GEOID18
 DQ1229  NAD 83(2011) X  -   -363,008.100 (meters)                     COMP
 DQ1229  NAD 83(2011) Y  - -4,325,897.289 (meters)                     COMP
 DQ1229  NAD 83(2011) Z  -  4,657,698.261 (meters)                     COMP
 DQ1229  LAPLACE CORR    -         -3.55  (seconds)                    DEFLEC18
 DQ1229  DYNAMIC HEIGHT  -        410.522 (meters)     1346.85  (feet) COMP
 DQ1229  MODELED GRAVITY -    980,696.4   (mgal)                       NAVD 88
 DQ1229
 DQ1229  VERT ORDER      -  SECOND    CLASS I
 DQ1229
 DQ1229  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DQ1229  Standards:
 DQ1229         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DQ1229            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DQ1229  -------------------------------------------------------------------
 DQ1229  NETWORK    1.15   2.25           0.54   0.37   1.15     -0.01052268
 DQ1229  -------------------------------------------------------------------
 DQ1229  Click here for local accuracies and other accuracy information.
 DQ1229
 DQ1229.The horizontal coordinates were established by GPS observations
 DQ1229.and adjusted by the MN DEPT OF TRANSP in November 2018.
 DQ1229
 DQ1229.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DQ1229.been affixed to the stable North American tectonic plate. See 
 DQ1229.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DQ1229
 DQ1229.The horizontal coordinates are valid at the epoch date displayed above
 DQ1229.which is a decimal equivalence of Year/Month/Day.
 DQ1229
 DQ1229.The orthometric height was determined by differential leveling and
 DQ1229.adjusted by the NATIONAL GEODETIC SURVEY
 DQ1229.in February 2020.
 DQ1229
 DQ1229.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ1229.GEOID18 height accuracy estimate available here.
 DQ1229
 DQ1229.Click photographs - Photos may exist for this station.
 DQ1229
 DQ1229.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DQ1229
 DQ1229.The Laplace correction was computed from DEFLEC18 derived deflections.
 DQ1229
 DQ1229.The ellipsoidal height was determined by GPS observations
 DQ1229.and is referenced to NAD 83.
 DQ1229
 DQ1229.The dynamic height is computed by dividing the NAVD 88
 DQ1229.geopotential number by the normal gravity value computed on the
 DQ1229.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ1229.degrees latitude (g = 980.6199 gals.).
 DQ1229
 DQ1229.The modeled gravity was interpolated from observed gravity values.
 DQ1229
 DQ1229. The following values were computed from the NAD 83(2011) position.
 DQ1229
 DQ1229;                    North         East     Units Scale Factor Converg.
 DQ1229;SPC MN C     -   345,439.174   758,576.426   MT  1.00003808   -0 23 43.8
 DQ1229;SPC MN C     - 1,133,328.36  2,488,762.82   sFT  1.00003808   -0 23 43.8
 DQ1229;UTM  15      - 5,229,716.397   363,931.342   MT  0.99982755   -1 19 07.2
 DQ1229
 DQ1229!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DQ1229!SPC MN C     -   0.99994001  x   1.00003808  =   0.99997809
 DQ1229!UTM  15      -   0.99994001  x   0.99982755  =   0.99976757
 DQ1229
 DQ1229_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUN6393129716(NAD 83)
 DQ1229
 DQ1229                          SUPERSEDED SURVEY CONTROL
 DQ1229
 DQ1229  NAVD 88 (08/26/19)  410.480  (m)         1346.72   (f) SUPERSEDED  2 1
 DQ1229  NAVD 88 (05/02/18)  410.467  (m)         1346.67   (f) SUPERSEDED  2 1
 DQ1229
 DQ1229.Superseded values are not recommended for survey control.
 DQ1229
 DQ1229.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DQ1229.See file dsdata.pdf to determine how the superseded data were derived.
 DQ1229
 DQ1229_MARKER: I = METAL ROD
 DQ1229_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DQ1229_STAMPING: 2913 AA 2014
 DQ1229_MARK LOGO: MNDT
 DQ1229_PROJECTION: FLUSH
 DQ1229_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DQ1229_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ1229_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ1229+SATELLITE: SATELLITE OBSERVATIONS - June 19, 2017
 DQ1229_ROD/PIPE-DEPTH: 4.0 meters
 DQ1229
 DQ1229  HISTORY     - Date     Condition        Report By
 DQ1229  HISTORY     - 20141007 MONUMENTED       MNDT
 DQ1229  HISTORY     - 20170619 GOOD             MNDT
 DQ1229
 DQ1229                          STATION DESCRIPTION
 DQ1229
 DQ1229'DESCRIBED BY MN DEPT OF TRANSP 2014
 DQ1229'THE STATION IS LOCATED ABOUT 6.5 MI (10.5 KM) SOUTH OF GUTHRIE, 6.0 MI
 DQ1229'(9.7 KM) NORTHWEST OF BENEDICT AND 2.1 MI (3.4 KM) WEST-SOUTHWEST OF
 DQ1229'LAPORTE.
 DQ1229'
 DQ1229'TO REACH THE MARK GO 0.6 MI (1.0 KM) SOUTH ALONG TRUNK HIGHWAY 64
 DQ1229'FROM THE JUNCTION OF TRUNK HIGHWAY 64 AND TRUNK HIGHWAY 200, JUNCTION
 DQ1229'IS 2.0 MI (3.2 KM) WEST OF LAPORTE, AT TRUNK HIGHWAY 64 MILE POINT
 DQ1229'64.35.
 DQ1229'
 DQ1229'THE MARK IS LOCATED 34.5 FT (10.5 M) WEST OF TRUNK HIGHWAY 64, 1.5 FT
 DQ1229'(0.5 M) EAST OF A WITNESS POST.
 DQ1229'
 DQ1229'NOTE - THE STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM
 DQ1229'ROD DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION REMOVABLE
 DQ1229'DISK SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH
 DQ1229'PVC PIPE BACK FILLED WITH WASHED SAND.
 DQ1229
 DQ1229                          STATION RECOVERY (2017)
 DQ1229
 DQ1229'RECOVERY NOTE BY MN DEPT OF TRANSP 2017 (JRA)
 DQ1229'2.2 MILES WEST-SOUTHWEST OF LAPORTE, 0.6 MILE SOUTH ALONG TRUNK
 DQ1229'HIGHWAY 64 FROM THE JUNCTION OF TRUNK HIGHWAY 64 AND TRUNK HIGHWAY
 DQ1229'200, THE JUNCTION IS 2.0 MILES WEST OF LAPORTE, AT TRUNK HIGHWAY 64
 DQ1229'MILEPOINT 64.35, 34.5 FEET WEST OF TRUNK HIGHWAY 64, 1.5 FEET EAST OF
 DQ1229'A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DE6214 ***********************************************************************
 DE6214  DESIGNATION -  2913 B
 DE6214  PID         -  DE6214
 DE6214  STATE/COUNTY-  MN/HUBBARD
 DE6214  COUNTRY     -  US
 DE6214  USGS QUAD   -  AKELEY (2019)
 DE6214
 DE6214                         *CURRENT SURVEY CONTROL
 DE6214  ______________________________________________________________________
 DE6214* NAD 83(2011) POSITION- 47 00 47.59454(N) 094 42 58.14983(W)   ADJUSTED
 DE6214* NAD 83(2011) ELLIP HT-   406.310 (meters)        (06/27/12)   ADJUSTED
 DE6214* NAD 83(2011) EPOCH   -  2010.00
 DE6214* NAVD 88 ORTHO HEIGHT -   433.937 (meters)     1423.68  (feet) ADJUSTED
 DE6214  ______________________________________________________________________
 DE6214  GEOID HEIGHT    -        -27.606 (meters)                     GEOID18
 DE6214  NAD 83(2011) X  -   -358,221.188 (meters)                     COMP
 DE6214  NAD 83(2011) Y  - -4,342,138.363 (meters)                     COMP
 DE6214  NAD 83(2011) Z  -  4,643,064.258 (meters)                     COMP
 DE6214  LAPLACE CORR    -         -2.13  (seconds)                    DEFLEC18
 DE6214  DYNAMIC HEIGHT  -        433.971 (meters)     1423.79  (feet) COMP
 DE6214  MODELED GRAVITY -    980,677.9   (mgal)                       NAVD 88
 DE6214
 DE6214  VERT ORDER      -  SECOND    CLASS I
 DE6214
 DE6214  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DE6214  Standards:
 DE6214         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DE6214            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DE6214  -------------------------------------------------------------------
 DE6214  NETWORK    0.68   0.63           0.31   0.24   0.32     -0.09083270
 DE6214  -------------------------------------------------------------------
 DE6214  Click here for local accuracies and other accuracy information.
 DE6214
 DE6214.The horizontal coordinates were established by GPS observations
 DE6214.and adjusted by the National Geodetic Survey in June 2012.
 DE6214
 DE6214.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DE6214.been affixed to the stable North American tectonic plate. See 
 DE6214.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DE6214
 DE6214.The horizontal coordinates are valid at the epoch date displayed above
 DE6214.which is a decimal equivalence of Year/Month/Day.
 DE6214
 DE6214.The orthometric height was determined by differential leveling and
 DE6214.adjusted by the NATIONAL GEODETIC SURVEY
 DE6214.in February 2020.
 DE6214
 DE6214.Significant digits in the geoid height do not necessarily reflect accuracy.
 DE6214.GEOID18 height accuracy estimate available here.
 DE6214
 DE6214.Click photographs - Photos may exist for this 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 DEFLEC18 derived deflections.
 DE6214
 DE6214.The ellipsoidal height was determined by GPS observations
 DE6214.and is referenced to NAD 83.
 DE6214
 DE6214.The dynamic height is computed by dividing the NAVD 88
 DE6214.geopotential number by the normal gravity value computed on the
 DE6214.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE6214.degrees latitude (g = 980.6199 gals.).
 DE6214
 DE6214.The modeled gravity was interpolated from observed gravity values.
 DE6214
 DE6214. The following values were computed from the NAD 83(2011) position.
 DE6214
 DE6214;                    North         East     Units Scale Factor Converg.
 DE6214;SPC MN C     -   323,874.303   764,555.517   MT  0.99999217   -0 20 14.0
 DE6214;SPC MN C     - 1,062,577.61  2,508,379.23   sFT  0.99999217   -0 20 14.0
 DE6214;UTM  15      - 5,208,062.475   369,562.031   MT  0.99980911   -1 15 20.0
 DE6214
 DE6214!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE6214!SPC MN C     -   0.99993632  x   0.99999217  =   0.99992849
 DE6214!UTM  15      -   0.99993632  x   0.99980911  =   0.99974544
 DE6214
 DE6214:                Primary Azimuth Mark                     Grid Az
 DE6214:SPC MN C     -  AKELEY                                   184 58 05.3
 DE6214:UTM  15      -  AKELEY                                   185 53 11.3
 DE6214
 DE6214_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUN6956208062(NAD 83)
 DE6214
 DE6214|---------------------------------------------------------------------|
 DE6214| PID    Reference Object                     Distance      Geod. Az  |
 DE6214|                                                           dddmmss.s |
 DE6214| DE6198 AKELEY                              APPROX. 0.6 KM 1843751.3 |
 DE6214|---------------------------------------------------------------------|
 DE6214
 DE6214                          SUPERSEDED SURVEY CONTROL
 DE6214
 DE6214  NAD 83(2007)-  47 00 47.59447(N)    094 42 58.15065(W) AD(2002.00) 0
 DE6214  ELLIP H (02/10/07)  406.343  (m)                       GP(2002.00)    
 DE6214  NAD 83(1996)-  47 00 47.59423(N)    094 42 58.15000(W) AD(       ) 1
 DE6214  ELLIP H (08/29/02)  406.353  (m)                       GP(       ) 3 1
 DE6214  NAVD 88 (08/26/19)  433.937  (m)         1423.68   (f) SUPERSEDED  2 1
 DE6214  NAVD 88 (05/02/18)  433.925  (m)         1423.64   (f) SUPERSEDED  2 1
 DE6214  NAVD 88             433.93   (m)         1423.7    (f) LEVELING    3  
 DE6214  NAVD 88 (08/05/02)  433.919  (m)         1423.62   (f) SUPERSEDED  2 1
 DE6214
 DE6214.Superseded values are not recommended for survey control.
 DE6214
 DE6214.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE6214.See file dsdata.pdf to determine how the superseded data were derived.
 DE6214
 DE6214_MARKER: DB = BENCH MARK DISK
 DE6214_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 DE6214_STAMPING: 2913 B 1965
 DE6214_MARK LOGO: MNHD
 DE6214_PROJECTION: FLUSH
 DE6214_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DE6214_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DE6214_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DE6214+SATELLITE: SATELLITE OBSERVATIONS - July 17, 2014
 DE6214
 DE6214  HISTORY     - Date     Condition        Report By
 DE6214  HISTORY     - 1965     MONUMENTED       MNHD
 DE6214  HISTORY     - 19980401 GOOD             MNDT
 DE6214  HISTORY     - 19980901 GOOD             MNDT
 DE6214  HISTORY     - 19990615 GOOD             MNDT
 DE6214  HISTORY     - 20140717 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.
 DE6214
 DE6214                          STATION RECOVERY (2014)
 DE6214
 DE6214'RECOVERY NOTE BY MN DEPT OF TRANSP 2014 (KMS)
 DE6214'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DQ1206 ***********************************************************************
 DQ1206  DESIGNATION -  2913 C
 DQ1206  PID         -  DQ1206
 DQ1206  STATE/COUNTY-  MN/HUBBARD
 DQ1206  COUNTRY     -  US
 DQ1206  USGS QUAD   -  AKELEY (2019)
 DQ1206
 DQ1206                         *CURRENT SURVEY CONTROL
 DQ1206  ______________________________________________________________________
 DQ1206* NAD 83(1986) POSITION- 47 01 17.75   (N) 094 43 15.05   (W)   HD_HELD1
 DQ1206* NAVD 88 ORTHO HEIGHT -   427.664 (meters)     1403.09  (feet) ADJUSTED
 DQ1206  ______________________________________________________________________
 DQ1206  GEOID HEIGHT    -        -27.598 (meters)                     GEOID18
 DQ1206  DYNAMIC HEIGHT  -        427.697 (meters)     1403.20  (feet) COMP
 DQ1206  MODELED GRAVITY -    980,678.2   (mgal)                       NAVD 88
 DQ1206
 DQ1206  VERT ORDER      -  SECOND    CLASS I
 DQ1206
 DQ1206.The horizontal coordinates were determined by differentially corrected
 DQ1206.hand held GPS observations or other comparable positioning techniques
 DQ1206.and have an estimated accuracy of +/- 3 meters.
 DQ1206
 DQ1206.The orthometric height was determined by differential leveling and
 DQ1206.adjusted by the NATIONAL GEODETIC SURVEY
 DQ1206.in February 2020.
 DQ1206
 DQ1206.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ1206.GEOID18 height accuracy estimate available here.
 DQ1206
 DQ1206.Click photographs - Photos may exist for this station.
 DQ1206
 DQ1206.The dynamic height is computed by dividing the NAVD 88
 DQ1206.geopotential number by the normal gravity value computed on the
 DQ1206.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ1206.degrees latitude (g = 980.6199 gals.).
 DQ1206
 DQ1206.The modeled gravity was interpolated from observed gravity values.
 DQ1206
 DQ1206;                    North         East    Units  Estimated Accuracy
 DQ1206;SPC MN C     -   324,807.6     764,204.1     MT  (+/- 3 meters HH1 GPS) 
 DQ1206
 DQ1206_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUN6922509001(NAD 83)
 DQ1206
 DQ1206                          SUPERSEDED SURVEY CONTROL
 DQ1206
 DQ1206  NAVD 88 (08/26/19)  427.663  (m)         1403.09   (f) SUPERSEDED  2 1
 DQ1206  NAVD 88 (05/02/18)  427.651  (m)         1403.05   (f) SUPERSEDED  2 1
 DQ1206
 DQ1206.Superseded values are not recommended for survey control.
 DQ1206
 DQ1206.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DQ1206.See file dsdata.pdf to determine how the superseded data were derived.
 DQ1206
 DQ1206_MARKER: DB = BENCH MARK DISK
 DQ1206_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 DQ1206_STAMPING: 2913 C 1965
 DQ1206_MARK LOGO: MNHD
 DQ1206_PROJECTION: RECESSED 10 CENTIMETERS
 DQ1206_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DQ1206_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DQ1206_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DQ1206+SATELLITE: SATELLITE OBSERVATIONS - July 17, 2014
 DQ1206
 DQ1206  HISTORY     - Date     Condition        Report By
 DQ1206  HISTORY     - 19650401 MONUMENTED       MNHD
 DQ1206  HISTORY     - 20140717 GOOD             MNDT
 DQ1206
 DQ1206                          STATION DESCRIPTION
 DQ1206
 DQ1206'DESCRIBED BY MN DEPT OF TRANSP 2014 (MAS)
 DQ1206'THE STATION IS LOCATED ABOUT 8.4 MI (13.5 KM) SOUTHWEST OF WALKER, 6.8
 DQ1206'MI (10.9 KM) NORTHEAST OF NEVIS AND 1.2 MI (1.9 KM) NORTH-NORTHEAST OF
 DQ1206'AKELEY.
 DQ1206'
 DQ1206'TO REACH THE MARK GO 1.0 MI (1.6 KM) NORTH ALONG TRUNK HIGHWAY 64 FROM
 DQ1206'THE JUNCTION OF TRUNK HIGHWAY 64 AND TRUNK HIGHWAY 34 IN AKELEY.
 DQ1206'
 DQ1206'THE MARK IS LOCATED 75 FT (22.9 M) SOUTHWEST OF TRUNK HIGHWAY 64, AT
 DQ1206'TRUNK HIGHWAY 64 MILE POINT 50.35, AT TRUNK HIGHWAY 64 STATION 119+30,
 DQ1206'47.0 FT (14.3 M) NORTH OF DRIVEWAY NUMBER 30682, 0.5 FT (15 CM)
 DQ1206'NORTHEAST OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DQ1208 ***********************************************************************
 DQ1208  DESIGNATION -  2913 D
 DQ1208  PID         -  DQ1208
 DQ1208  STATE/COUNTY-  MN/HUBBARD
 DQ1208  COUNTRY     -  US
 DQ1208  USGS QUAD   -  AKELEY (2019)
 DQ1208
 DQ1208                         *CURRENT SURVEY CONTROL
 DQ1208  ______________________________________________________________________
 DQ1208* NAD 83(1986) POSITION- 47 02 05.55   (N) 094 43 36.27   (W)   HD_HELD1
 DQ1208* NAVD 88 ORTHO HEIGHT -   446.567 (meters)     1465.11  (feet) ADJUSTED
 DQ1208  ______________________________________________________________________
 DQ1208  GEOID HEIGHT    -        -27.591 (meters)                     GEOID18
 DQ1208  DYNAMIC HEIGHT  -        446.602 (meters)     1465.23  (feet) COMP
 DQ1208  MODELED GRAVITY -    980,677.4   (mgal)                       NAVD 88
 DQ1208
 DQ1208  VERT ORDER      -  SECOND    CLASS I
 DQ1208
 DQ1208.The horizontal coordinates were determined by differentially corrected
 DQ1208.hand held GPS observations or other comparable positioning techniques
 DQ1208.and have an estimated accuracy of +/- 3 meters.
 DQ1208
 DQ1208.The orthometric height was determined by differential leveling and
 DQ1208.adjusted by the NATIONAL GEODETIC SURVEY
 DQ1208.in February 2020.
 DQ1208
 DQ1208.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ1208.GEOID18 height accuracy estimate available here.
 DQ1208
 DQ1208.Click photographs - Photos may exist for this station.
 DQ1208
 DQ1208.The dynamic height is computed by dividing the NAVD 88
 DQ1208.geopotential number by the normal gravity value computed on the
 DQ1208.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ1208.degrees latitude (g = 980.6199 gals.).
 DQ1208
 DQ1208.The modeled gravity was interpolated from observed gravity values.
 DQ1208
 DQ1208;                    North         East    Units  Estimated Accuracy
 DQ1208;SPC MN C     -   326,286.4     763,764.9     MT  (+/- 3 meters HH1 GPS) 
 DQ1208
 DQ1208_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUN6881010486(NAD 83)
 DQ1208
 DQ1208                          SUPERSEDED SURVEY CONTROL
 DQ1208
 DQ1208  NAVD 88 (08/26/19)  446.566  (m)         1465.11   (f) SUPERSEDED  2 1
 DQ1208  NAVD 88 (05/02/18)  446.554  (m)         1465.07   (f) SUPERSEDED  2 1
 DQ1208
 DQ1208.Superseded values are not recommended for survey control.
 DQ1208
 DQ1208.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DQ1208.See file dsdata.pdf to determine how the superseded data were derived.
 DQ1208
 DQ1208_MARKER: DB = BENCH MARK DISK
 DQ1208_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 DQ1208_STAMPING: 2913 D 1965
 DQ1208_MARK LOGO: MNHD
 DQ1208_PROJECTION: RECESSED 10 CENTIMETERS
 DQ1208_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DQ1208_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DQ1208_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DQ1208+SATELLITE: SATELLITE OBSERVATIONS - July 17, 2014
 DQ1208
 DQ1208  HISTORY     - Date     Condition        Report By
 DQ1208  HISTORY     - 19650401 MONUMENTED       MNHD
 DQ1208  HISTORY     - 20140717 GOOD             MNDT
 DQ1208
 DQ1208                          STATION DESCRIPTION
 DQ1208
 DQ1208'DESCRIBED BY MN DEPT OF TRANSP 2014 (JAM)
 DQ1208'THE STATION IS LOCATED ABOUT 8.0 MI (12.9 KM) SOUTHWEST OF WALKER, 7.2
 DQ1208'MI (11.6 KM) NORTHEAST OF NEVIS AND 2.1 MI (3.4 KM) NORTH OF AKELEY.
 DQ1208'
 DQ1208'TO REACH THE MARK GO 2.0 MI (3.2 KM) NORTH ALONG TRUNK HIGHWAY 64
 DQ1208'FROM THE JUNCTION OF TRUNK HIGHWAY 64 AND TRUNK HIGHWAY 34 IN AKELEY,
 DQ1208'AT TRUNK HIGHWAY 64 MILE POINT 51.3, AT TRUNK HIGHWAY 64 STATION
 DQ1208'171+95V.
 DQ1208'
 DQ1208'THE MARK IS LOCATED 21.2 FT (6.5 M) NORTHEAST OF IDAHO DRIVE, 0.5 FT
 DQ1208'(15 CM) EAST OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DQ1211 ***********************************************************************
 DQ1211  DESIGNATION -  2913 F
 DQ1211  PID         -  DQ1211
 DQ1211  STATE/COUNTY-  MN/HUBBARD
 DQ1211  COUNTRY     -  US
 DQ1211  USGS QUAD   -  AKELEY (2019)
 DQ1211
 DQ1211                         *CURRENT SURVEY CONTROL
 DQ1211  ______________________________________________________________________
 DQ1211* NAD 83(1986) POSITION- 47 03 33.33   (N) 094 43 52.49   (W)   HD_HELD1
 DQ1211* NAVD 88 ORTHO HEIGHT -   473.543 (meters)     1553.62  (feet) ADJUSTED
 DQ1211  ______________________________________________________________________
 DQ1211  GEOID HEIGHT    -        -27.598 (meters)                     GEOID18
 DQ1211  DYNAMIC HEIGHT  -        473.579 (meters)     1553.73  (feet) COMP
 DQ1211  MODELED GRAVITY -    980,673.3   (mgal)                       NAVD 88
 DQ1211
 DQ1211  VERT ORDER      -  SECOND    CLASS I
 DQ1211
 DQ1211.The horizontal coordinates were determined by differentially corrected
 DQ1211.hand held GPS observations or other comparable positioning techniques
 DQ1211.and have an estimated accuracy of +/- 3 meters.
 DQ1211
 DQ1211.The orthometric height was determined by differential leveling and
 DQ1211.adjusted by the NATIONAL GEODETIC SURVEY
 DQ1211.in February 2020.
 DQ1211
 DQ1211.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ1211.GEOID18 height accuracy estimate available here.
 DQ1211
 DQ1211.Click photographs - Photos may exist for this station.
 DQ1211
 DQ1211.The dynamic height is computed by dividing the NAVD 88
 DQ1211.geopotential number by the normal gravity value computed on the
 DQ1211.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ1211.degrees latitude (g = 980.6199 gals.).
 DQ1211
 DQ1211.The modeled gravity was interpolated from observed gravity values.
 DQ1211
 DQ1211;                    North         East    Units  Estimated Accuracy
 DQ1211;SPC MN C     -   328,999.1     763,438.9     MT  (+/- 3 meters HH1 GPS) 
 DQ1211
 DQ1211_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUN6852713203(NAD 83)
 DQ1211
 DQ1211                          SUPERSEDED SURVEY CONTROL
 DQ1211
 DQ1211  NAVD 88 (08/26/19)  473.542  (m)         1553.61   (f) SUPERSEDED  2 1
 DQ1211  NAVD 88 (05/02/18)  473.530  (m)         1553.57   (f) SUPERSEDED  2 1
 DQ1211
 DQ1211.Superseded values are not recommended for survey control.
 DQ1211
 DQ1211.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DQ1211.See file dsdata.pdf to determine how the superseded data were derived.
 DQ1211
 DQ1211_MARKER: DB = BENCH MARK DISK
 DQ1211_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 DQ1211_STAMPING: 2913 F 1965
 DQ1211_MARK LOGO: MNHD
 DQ1211_PROJECTION: FLUSH
 DQ1211_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DQ1211_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DQ1211_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DQ1211+SATELLITE: SATELLITE OBSERVATIONS - July 17, 2014
 DQ1211
 DQ1211  HISTORY     - Date     Condition        Report By
 DQ1211  HISTORY     - 19650401 MONUMENTED       MNHD
 DQ1211  HISTORY     - 20140717 GOOD             MNDT
 DQ1211
 DQ1211                          STATION DESCRIPTION
 DQ1211
 DQ1211'DESCRIBED BY MN DEPT OF TRANSP 2014 (JAM)
 DQ1211'THE STATION IS LOCATED ABOUT 7.4 MI (11.9 KM) WEST-SOUTHWEST OF
 DQ1211'WALKER, 7.1 MI (11.4 KM) SOUTH-SOUTHWEST OF BENEDICT AND 3.8 MI (6.1
 DQ1211'KM) NORTH OF AKELEY.
 DQ1211'
 DQ1211'TO REACH THE MARK GO 3.7 MI (6.0 KM) NORTH ALONG TRUNK HIGHWAY 64
 DQ1211'FROM THE JUNCTION OF TRUNK HIGHWAY 64 AND TRUNK HIGHWAY 34 IN AKELEY,
 DQ1211'AT TRUNK HIGHWAY 64 MILE POINT 53.0, AT TRUNK HIGHWAY 64 STATION
 DQ1211'261+88.
 DQ1211'
 DQ1211'THE MARK IS LOCATED 114.7 FT (35.0 M) WEST OF TRUNK HIGHWAY 6444.2 FT
 DQ1211'(1964.2 M) SOUTH OF GRAVEL ROAD, 1.0 FT (0.3 M) EAST OF A WITNESS
 DQ1211'POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DQ1218 ***********************************************************************
 DQ1218  DESIGNATION -  2913 J
 DQ1218  PID         -  DQ1218
 DQ1218  STATE/COUNTY-  MN/HUBBARD
 DQ1218  COUNTRY     -  US
 DQ1218  USGS QUAD   -  EAST CROOKED LAKE (2019)
 DQ1218
 DQ1218                         *CURRENT SURVEY CONTROL
 DQ1218  ______________________________________________________________________
 DQ1218* NAD 83(1986) POSITION- 47 06 54.12   (N) 094 45 13.82   (W)   HD_HELD1
 DQ1218* NAVD 88 ORTHO HEIGHT -   478.965 (meters)     1571.40  (feet) ADJUSTED
 DQ1218  ______________________________________________________________________
 DQ1218  GEOID HEIGHT    -        -27.665 (meters)                     GEOID18
 DQ1218  DYNAMIC HEIGHT  -        479.002 (meters)     1571.53  (feet) COMP
 DQ1218  MODELED GRAVITY -    980,675.1   (mgal)                       NAVD 88
 DQ1218
 DQ1218  VERT ORDER      -  SECOND    CLASS I
 DQ1218
 DQ1218.The horizontal coordinates were determined by differentially corrected
 DQ1218.hand held GPS observations or other comparable positioning techniques
 DQ1218.and have an estimated accuracy of +/- 3 meters.
 DQ1218
 DQ1218.The orthometric height was determined by differential leveling and
 DQ1218.adjusted by the NATIONAL GEODETIC SURVEY
 DQ1218.in February 2020.
 DQ1218
 DQ1218.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ1218.GEOID18 height accuracy estimate available here.
 DQ1218
 DQ1218.Click photographs - Photos may exist for this station.
 DQ1218
 DQ1218.The dynamic height is computed by dividing the NAVD 88
 DQ1218.geopotential number by the normal gravity value computed on the
 DQ1218.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ1218.degrees latitude (g = 980.6199 gals.).
 DQ1218
 DQ1218.The modeled gravity was interpolated from observed gravity values.
 DQ1218
 DQ1218;                    North         East    Units  Estimated Accuracy
 DQ1218;SPC MN C     -   335,210.4     761,762.0     MT  (+/- 3 meters HH1 GPS) 
 DQ1218
 DQ1218_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUN6695119439(NAD 83)
 DQ1218
 DQ1218                          SUPERSEDED SURVEY CONTROL
 DQ1218
 DQ1218  NAVD 88 (08/26/19)  478.964  (m)         1571.40   (f) SUPERSEDED  2 1
 DQ1218  NAVD 88 (05/02/18)  478.951  (m)         1571.36   (f) SUPERSEDED  2 1
 DQ1218
 DQ1218.Superseded values are not recommended for survey control.
 DQ1218
 DQ1218.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DQ1218.See file dsdata.pdf to determine how the superseded data were derived.
 DQ1218
 DQ1218_MARKER: DB = BENCH MARK DISK
 DQ1218_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 DQ1218_STAMPING: 2913 J 1965
 DQ1218_MARK LOGO: MNHD
 DQ1218_PROJECTION: FLUSH
 DQ1218_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DQ1218_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DQ1218_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DQ1218+SATELLITE: SATELLITE OBSERVATIONS - July 17, 2014
 DQ1218
 DQ1218  HISTORY     - Date     Condition        Report By
 DQ1218  HISTORY     - 19650401 MONUMENTED       MNHD
 DQ1218  HISTORY     - 20140717 GOOD             MNDT
 DQ1218
 DQ1218                          STATION DESCRIPTION
 DQ1218
 DQ1218'DESCRIBED BY MN DEPT OF TRANSP 2014 (KMS)
 DQ1218'THE STATION IS LOCATED ABOUT 7.8 MI (12.6 KM) NORTH OF AKELEY, 6.8 MI
 DQ1218'(10.9 KM) SOUTH OF LAPORTE AND 4.2 MI (6.8 KM) SOUTHWEST OF BENEDICT.
 DQ1218'
 DQ1218'TO REACH THE MARK GO 7.7 MI (12.4 KM) NORTH ALONG TRUNK HIGHWAY 64
 DQ1218'FROM THE JUNCTION OF TRUNK HIGHWAY 64 AND TRUNK HIGHWAY 34 IN AKELEY,
 DQ1218'AT TRUNK HIGHWAY 64 STATION 475+00.
 DQ1218'
 DQ1218'THE MARK IS LOCATED 85 FT (25.9 M) EAST OF TRUNK HIGHWAY 64, 0.5 FT
 DQ1218'(15 CM) WEST OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DQ1224 ***********************************************************************
 DQ1224  DESIGNATION -  2913 M
 DQ1224  PID         -  DQ1224
 DQ1224  STATE/COUNTY-  MN/HUBBARD
 DQ1224  COUNTRY     -  US
 DQ1224  USGS QUAD   -  LAPORTE (2019)
 DQ1224
 DQ1224                         *CURRENT SURVEY CONTROL
 DQ1224  ______________________________________________________________________
 DQ1224* NAD 83(1986) POSITION- 47 09 23.88   (N) 094 47 52.89   (W)   HD_HELD1
 DQ1224* NAVD 88 ORTHO HEIGHT -   417.969 (meters)     1371.29  (feet) ADJUSTED
 DQ1224  ______________________________________________________________________
 DQ1224  GEOID HEIGHT    -        -27.682 (meters)                     GEOID18
 DQ1224  DYNAMIC HEIGHT  -        418.004 (meters)     1371.40  (feet) COMP
 DQ1224  MODELED GRAVITY -    980,686.0   (mgal)                       NAVD 88
 DQ1224
 DQ1224  VERT ORDER      -  SECOND    CLASS I
 DQ1224
 DQ1224.The horizontal coordinates were determined by differentially corrected
 DQ1224.hand held GPS observations or other comparable positioning techniques
 DQ1224.and have an estimated accuracy of +/- 3 meters.
 DQ1224
 DQ1224.The orthometric height was determined by differential leveling and
 DQ1224.adjusted by the NATIONAL GEODETIC SURVEY
 DQ1224.in February 2020.
 DQ1224
 DQ1224.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ1224.GEOID18 height accuracy estimate available here.
 DQ1224
 DQ1224.Click photographs - Photos may exist for this station.
 DQ1224
 DQ1224.The dynamic height is computed by dividing the NAVD 88
 DQ1224.geopotential number by the normal gravity value computed on the
 DQ1224.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ1224.degrees latitude (g = 980.6199 gals.).
 DQ1224
 DQ1224.The modeled gravity was interpolated from observed gravity values.
 DQ1224
 DQ1224;                    North         East    Units  Estimated Accuracy
 DQ1224;SPC MN C     -   339,857.4     758,440.7     MT  (+/- 3 meters HH1 GPS) 
 DQ1224
 DQ1224_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUN6370524138(NAD 83)
 DQ1224
 DQ1224                          SUPERSEDED SURVEY CONTROL
 DQ1224
 DQ1224  NAVD 88 (08/26/19)  417.966  (m)         1371.28   (f) SUPERSEDED  2 1
 DQ1224  NAVD 88 (05/02/18)  417.953  (m)         1371.23   (f) SUPERSEDED  2 1
 DQ1224
 DQ1224.Superseded values are not recommended for survey control.
 DQ1224
 DQ1224.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DQ1224.See file dsdata.pdf to determine how the superseded data were derived.
 DQ1224
 DQ1224_MARKER: DB = BENCH MARK DISK
 DQ1224_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 DQ1224_STAMPING: 2913 M 1965
 DQ1224_MARK LOGO: MNHD
 DQ1224_PROJECTION: FLUSH
 DQ1224_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DQ1224_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DQ1224_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DQ1224+SATELLITE: SATELLITE OBSERVATIONS - July 17, 2014
 DQ1224
 DQ1224  HISTORY     - Date     Condition        Report By
 DQ1224  HISTORY     - 19650401 MONUMENTED       MNHD
 DQ1224  HISTORY     - 20140717 GOOD             MNDT
 DQ1224
 DQ1224                          STATION DESCRIPTION
 DQ1224
 DQ1224'DESCRIBED BY MN DEPT OF TRANSP 2014 (KMS)
 DQ1224'THE STATION IS LOCATED ABOUT 9.7 MI (15.6 KM) EAST-SOUTHEAST OF LAKE
 DQ1224'GEORGE, 5.1 MI (8.2 KM) WEST OF BENEDICT AND 4.5 MI (7.2 KM)
 DQ1224'SOUTH-SOUTHWEST OF LAPORTE.
 DQ1224'
 DQ1224'TO REACH THE MARK GO 6.7 MI (10.8 KM) NORTH ALONG TRUNK HIGHWAY 64
 DQ1224'FROM THE JUNCTION OF TRUNK HIGHWAY 64 AND TRUNK HIGHWAY 34 IN AKELEY,
 DQ1224'AT TRUNK HIGHWAY 64 MILE POINT 60.80.
 DQ1224'
 DQ1224'THE MARK IS LOCATED 126.5 FT (38.6 M) WEST OF TRUNK HIGHWAY 64, 128.2
 DQ1224'FT (39.1 M) NORTH OF EAST GULCH FOREST LANE, 0.5 FT (15 CM) EAST OF A
 DQ1224'WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DJ9399 ***********************************************************************
 DJ9399  DESIGNATION -  2913 P 1
 DJ9399  PID         -  DJ9399
 DJ9399  STATE/COUNTY-  MN/HUBBARD
 DJ9399  COUNTRY     -  US
 DJ9399  USGS QUAD   -  LAPORTE (2019)
 DJ9399
 DJ9399                         *CURRENT SURVEY CONTROL
 DJ9399  ______________________________________________________________________
 DJ9399* NAD 83(1986) POSITION- 47 12 58.20   (N) 094 47 47.95   (W)   HD_HELD1
 DJ9399* NAVD 88 ORTHO HEIGHT -   405.104 (meters)     1329.08  (feet) ADJUSTED
 DJ9399  ______________________________________________________________________
 DJ9399  GEOID HEIGHT    -        -27.764 (meters)                     GEOID18
 DJ9399  DYNAMIC HEIGHT  -        405.143 (meters)     1329.21  (feet) COMP
 DJ9399  MODELED GRAVITY -    980,696.8   (mgal)                       NAVD 88
 DJ9399
 DJ9399  VERT ORDER      -  SECOND    CLASS I
 DJ9399
 DJ9399.The horizontal coordinates were determined by differentially corrected
 DJ9399.hand held GPS observations or other comparable positioning techniques
 DJ9399.and have an estimated accuracy of +/- 3 meters.
 DJ9399
 DJ9399.The orthometric height was determined by differential leveling and
 DJ9399.adjusted by the NATIONAL GEODETIC SURVEY
 DJ9399.in February 2020.
 DJ9399
 DJ9399.Significant digits in the geoid height do not necessarily reflect accuracy.
 DJ9399.GEOID18 height accuracy estimate available here.
 DJ9399
 DJ9399.Click photographs - Photos may exist for this station.
 DJ9399
 DJ9399.The dynamic height is computed by dividing the NAVD 88
 DJ9399.geopotential number by the normal gravity value computed on the
 DJ9399.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ9399.degrees latitude (g = 980.6199 gals.).
 DJ9399
 DJ9399.The modeled gravity was interpolated from observed gravity values.
 DJ9399
 DJ9399;                    North         East    Units  Estimated Accuracy
 DJ9399;SPC MN C     -   346,475.4     758,590.4     MT  (+/- 3 meters HH1 GPS) 
 DJ9399
 DJ9399_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUN6396230752(NAD 83)
 DJ9399
 DJ9399                          SUPERSEDED SURVEY CONTROL
 DJ9399
 DJ9399  NAVD 88 (08/26/19)  405.101  (m)         1329.07   (f) SUPERSEDED  2 1
 DJ9399  NAVD 88 (07/14/08)  405.089  (m)         1329.03   (f) SUPERSEDED  2 1
 DJ9399
 DJ9399.Superseded values are not recommended for survey control.
 DJ9399
 DJ9399.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ9399.See file dsdata.pdf to determine how the superseded data were derived.
 DJ9399
 DJ9399_MARKER: DV = VERTICAL CONTROL DISK
 DJ9399_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 DJ9399+WITH SETTING: INFORMATION.
 DJ9399_STAMPING: 2913 P 1 1991
 DJ9399_MARK LOGO: MNDT
 DJ9399_PROJECTION: RECESSED 5 CENTIMETERS
 DJ9399_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DJ9399_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DJ9399_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DJ9399+SATELLITE: SATELLITE OBSERVATIONS - July 17, 2014
 DJ9399
 DJ9399  HISTORY     - Date     Condition        Report By
 DJ9399  HISTORY     - 19910401 MONUMENTED       MNDT
 DJ9399  HISTORY     - 20020819 GOOD             MNDT
 DJ9399  HISTORY     - 20130731 GOOD             MNDT
 DJ9399  HISTORY     - 20140717 GOOD             MNDT
 DJ9399
 DJ9399                          STATION DESCRIPTION
 DJ9399
 DJ9399'DESCRIBED BY MN DEPT OF TRANSP 2002 (WAS)
 DJ9399'THE MARK IS A STANDARD MNDT VERTICAL CONTROL DISK SET ATOP A ROD OF AN
 DJ9399'UNKNOWN DEPTH 2.0 MI (3.2 KM) WEST OF LAPORTE AT THE JUNCTION OF TH 64
 DJ9399'AND TH 200, AT TH 200 MILEPOST 109.6, 181.9 FT (55.4 M) NORTH OF TH
 DJ9399'200, 46.7 FT (14.2 M) WEST OF TELEPHONE PEDESTAL, 89.0 FT (27.1 M)
 DJ9399'EAST OF A GAS LINE MARKER, 0.7 FT (21.3 CM) SOUTH OF A WITNESS POST.
 DJ9399
 DJ9399                          STATION RECOVERY (2013)
 DJ9399
 DJ9399'RECOVERY NOTE BY MN DEPT OF TRANSP 2013 (KMS)
 DJ9399'THE STATION IS LOCATED ABOUT 6.4 MI (10.3 KM) NORTHWEST OF BENEDICT,
 DJ9399'5.8 MI (9.3 KM) SOUTH OF GUTHRIE AND 2.0 MI (3.2 KM) WEST OF LAPORTE.
 DJ9399'
 DJ9399'TO REACH THE MARK AT THE JUNCTION OF TRUNK HIGHWAY 200 AND TRUNK
 DJ9399'HIGHWAY 64 (JUNCTION IS 2.0 MI (3.2 KM) WEST OF LAPORTE), AT TRUNK
 DJ9399'HIGHWAY 200 MILE POINT 109.6.
 DJ9399'
 DJ9399'THE MARK IS LOCATED 181.9 FT (55.4 M) NORTH OF TRUNK HIGHWAY 200, 2.0
 DJ9399'FT (0.6 M) WEST OF EXTENDED TRUNK HIGHWAY 64, 46.7 FT (14.2 M) WEST OF
 DJ9399'TELEPHONE PEDESTAL, 0.7 FT (21 CM) SOUTH OF A WITNESS POST.
 DJ9399
 DJ9399                          STATION RECOVERY (2014)
 DJ9399
 DJ9399'RECOVERY NOTE BY MN DEPT OF TRANSP 2014 (KMS)
 DJ9399'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DQ1209 ***********************************************************************
 DQ1209  DESIGNATION -  2913 R
 DQ1209  PID         -  DQ1209
 DQ1209  STATE/COUNTY-  MN/HUBBARD
 DQ1209  COUNTRY     -  US
 DQ1209  USGS QUAD   -  AKELEY (2019)
 DQ1209
 DQ1209                         *CURRENT SURVEY CONTROL
 DQ1209  ______________________________________________________________________
 DQ1209* NAD 83(2011) POSITION- 47 02 24.79871(N) 094 43 37.66746(W)   ADJUSTED
 DQ1209* NAD 83(2011) ELLIP HT-   413.098 (meters)        (11/14/18)   ADJUSTED
 DQ1209* NAD 83(2011) EPOCH   -  2010.00
 DQ1209* NAVD 88 ORTHO HEIGHT -   440.674 (meters)     1445.78  (feet) ADJUSTED
 DQ1209  ______________________________________________________________________
 DQ1209  GEOID HEIGHT    -        -27.592 (meters)                     GEOID18
 DQ1209  NAD 83(2011) X  -   -358,872.450 (meters)                     COMP
 DQ1209  NAD 83(2011) Y  - -4,339,885.295 (meters)                     COMP
 DQ1209  NAD 83(2011) Z  -  4,645,115.524 (meters)                     COMP
 DQ1209  LAPLACE CORR    -         -1.69  (seconds)                    DEFLEC18
 DQ1209  DYNAMIC HEIGHT  -        440.708 (meters)     1445.89  (feet) COMP
 DQ1209  MODELED GRAVITY -    980,677.0   (mgal)                       NAVD 88
 DQ1209
 DQ1209  VERT ORDER      -  SECOND    CLASS I
 DQ1209
 DQ1209  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DQ1209  Standards:
 DQ1209         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DQ1209            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DQ1209  -------------------------------------------------------------------
 DQ1209  NETWORK    1.41   2.69           0.60   0.53   1.37     -0.31489672
 DQ1209  -------------------------------------------------------------------
 DQ1209  Click here for local accuracies and other accuracy information.
 DQ1209
 DQ1209.The horizontal coordinates were established by GPS observations
 DQ1209.and adjusted by the MN DEPT OF TRANSP in November 2018.
 DQ1209
 DQ1209.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DQ1209.been affixed to the stable North American tectonic plate. See 
 DQ1209.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DQ1209
 DQ1209.The horizontal coordinates are valid at the epoch date displayed above
 DQ1209.which is a decimal equivalence of Year/Month/Day.
 DQ1209
 DQ1209.The orthometric height was determined by differential leveling and
 DQ1209.adjusted by the NATIONAL GEODETIC SURVEY
 DQ1209.in February 2020.
 DQ1209
 DQ1209.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ1209.GEOID18 height accuracy estimate available here.
 DQ1209
 DQ1209.Click photographs - Photos may exist for this station.
 DQ1209
 DQ1209.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DQ1209
 DQ1209.The Laplace correction was computed from DEFLEC18 derived deflections.
 DQ1209
 DQ1209.The ellipsoidal height was determined by GPS observations
 DQ1209.and is referenced to NAD 83.
 DQ1209
 DQ1209.The dynamic height is computed by dividing the NAVD 88
 DQ1209.geopotential number by the normal gravity value computed on the
 DQ1209.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ1209.degrees latitude (g = 980.6199 gals.).
 DQ1209
 DQ1209.The modeled gravity was interpolated from observed gravity values.
 DQ1209
 DQ1209. The following values were computed from the NAD 83(2011) position.
 DQ1209
 DQ1209;                    North         East     Units Scale Factor Converg.
 DQ1209;SPC MN C     -   326,880.960   763,738.951   MT  0.99999788   -0 20 42.5
 DQ1209;SPC MN C     - 1,072,441.95  2,505,700.21   sFT  0.99999788   -0 20 42.5
 DQ1209;UTM  15      - 5,211,081.279   368,793.918   MT  0.99981158   -1 15 50.9
 DQ1209
 DQ1209!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DQ1209!SPC MN C     -   0.99993525  x   0.99999788  =   0.99993313
 DQ1209!UTM  15      -   0.99993525  x   0.99981158  =   0.99974684
 DQ1209
 DQ1209_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUN6879311081(NAD 83)
 DQ1209
 DQ1209                          SUPERSEDED SURVEY CONTROL
 DQ1209
 DQ1209  NAVD 88 (08/26/19)  440.673  (m)         1445.77   (f) SUPERSEDED  2 1
 DQ1209  NAVD 88 (05/02/18)  440.661  (m)         1445.74   (f) SUPERSEDED  2 1
 DQ1209
 DQ1209.Superseded values are not recommended for survey control.
 DQ1209
 DQ1209.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DQ1209.See file dsdata.pdf to determine how the superseded data were derived.
 DQ1209
 DQ1209_MARKER: I = METAL ROD
 DQ1209_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DQ1209_STAMPING: 2913 R 2014
 DQ1209_MARK LOGO: MNDT
 DQ1209_PROJECTION: FLUSH
 DQ1209_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DQ1209_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ1209_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ1209+SATELLITE: SATELLITE OBSERVATIONS - June 19, 2017
 DQ1209_ROD/PIPE-DEPTH: 8.8 meters
 DQ1209
 DQ1209  HISTORY     - Date     Condition        Report By
 DQ1209  HISTORY     - 20141008 MONUMENTED       MNDT
 DQ1209  HISTORY     - 20170619 GOOD             MNDT
 DQ1209
 DQ1209                          STATION DESCRIPTION
 DQ1209
 DQ1209'DESCRIBED BY MN DEPT OF TRANSP 2014
 DQ1209'THE STATION IS LOCATED ABOUT 7.9 MI (12.7 KM) WEST-SOUTHWEST OF
 DQ1209'WALKER, 7.4 MI (11.9 KM) NORTHEAST OF NEVIS AND 2.5 MI (4.0 KM) NORTH
 DQ1209'OF AKELEY.
 DQ1209'
 DQ1209'TO REACH THE MARK GO 2.35 MI (3.8 KM) NORTH ALONG TRUNK HIGHWAY 64
 DQ1209'FROM EAST JUNCTION OF TRUNK HIGHWAY 64 AND TRUNK HIGHWAY 34 IN AKELEY,
 DQ1209'AT TRUNK HIGHWAY 64 MILE POINT 51.7.
 DQ1209'
 DQ1209'THE MARK IS LOCATED 28.0 FT (8.5 M) WEST OF TRUNK HIGHWAY 64, 191.0 FT
 DQ1209'(58.2 M) SOUTH OF DRIVEWAY NUMBER 26411, 1.5 FT (0.5 M) EAST OF A
 DQ1209'WITNESS POST.
 DQ1209'
 DQ1209'NOTE - THE STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM
 DQ1209'ROD DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION REMOVABLE
 DQ1209'DISK SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH
 DQ1209'PVC PIPE BACK FILLED WITH WASHED SAND.
 DQ1209
 DQ1209                          STATION RECOVERY (2017)
 DQ1209
 DQ1209'RECOVERY NOTE BY MN DEPT OF TRANSP 2017 (ZLZ)
 DQ1209'2.7 MILES NORTH OF AKELEY, 2.35 MILES NORTH ALONG TRUNK HIGHWAY 64
 DQ1209'FROM THE EAST JUNCTION OF TRUNK HIGHWAY 64 AND TRUNK HIGHWAY 34 IN
 DQ1209'AKELEY, AT TRUNK HIGHWAY 64 MILEPOINT 51.7, 28.0 FEET WEST OF TRUNK
 DQ1209'HIGHWAY 64, 191.0 FEET SOUTH OF DRIVEWAY NUMBER 26411, 1.5 FEET EAST
 DQ1209'OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DQ1210 ***********************************************************************
 DQ1210  DESIGNATION -  2913 S
 DQ1210  PID         -  DQ1210
 DQ1210  STATE/COUNTY-  MN/HUBBARD
 DQ1210  COUNTRY     -  US
 DQ1210  USGS QUAD   -  AKELEY (2019)
 DQ1210
 DQ1210                         *CURRENT SURVEY CONTROL
 DQ1210  ______________________________________________________________________
 DQ1210* NAD 83(2011) POSITION- 47 03 16.79017(N) 094 43 46.23818(W)   ADJUSTED
 DQ1210* NAD 83(2011) ELLIP HT-   444.122 (meters)        (11/14/18)   ADJUSTED
 DQ1210* NAD 83(2011) EPOCH   -  2010.00
 DQ1210* NAVD 88 ORTHO HEIGHT -   471.664 (meters)     1547.45  (feet) ADJUSTED
 DQ1210  ______________________________________________________________________
 DQ1210  GEOID HEIGHT    -        -27.597 (meters)                     GEOID18
 DQ1210  NAD 83(2011) X  -   -358,957.625 (meters)                     COMP
 DQ1210  NAD 83(2011) Y  - -4,338,720.237 (meters)                     COMP
 DQ1210  NAD 83(2011) Z  -  4,646,232.315 (meters)                     COMP
 DQ1210  LAPLACE CORR    -         -1.49  (seconds)                    DEFLEC18
 DQ1210  DYNAMIC HEIGHT  -        471.700 (meters)     1547.57  (feet) COMP
 DQ1210  MODELED GRAVITY -    980,674.5   (mgal)                       NAVD 88
 DQ1210
 DQ1210  VERT ORDER      -  SECOND    CLASS I
 DQ1210
 DQ1210  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DQ1210  Standards:
 DQ1210         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DQ1210            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DQ1210  -------------------------------------------------------------------
 DQ1210  NETWORK    1.53   4.06           0.69   0.54   2.07     -0.00683025
 DQ1210  -------------------------------------------------------------------
 DQ1210  Click here for local accuracies and other accuracy information.
 DQ1210
 DQ1210.The horizontal coordinates were established by GPS observations
 DQ1210.and adjusted by the MN DEPT OF TRANSP in November 2018.
 DQ1210
 DQ1210.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DQ1210.been affixed to the stable North American tectonic plate. See 
 DQ1210.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DQ1210
 DQ1210.The horizontal coordinates are valid at the epoch date displayed above
 DQ1210.which is a decimal equivalence of Year/Month/Day.
 DQ1210
 DQ1210.The orthometric height was determined by differential leveling and
 DQ1210.adjusted by the NATIONAL GEODETIC SURVEY
 DQ1210.in February 2020.
 DQ1210
 DQ1210.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ1210.GEOID18 height accuracy estimate available here.
 DQ1210
 DQ1210.Click photographs - Photos may exist for this station.
 DQ1210
 DQ1210.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DQ1210
 DQ1210.The Laplace correction was computed from DEFLEC18 derived deflections.
 DQ1210
 DQ1210.The ellipsoidal height was determined by GPS observations
 DQ1210.and is referenced to NAD 83.
 DQ1210
 DQ1210.The dynamic height is computed by dividing the NAVD 88
 DQ1210.geopotential number by the normal gravity value computed on the
 DQ1210.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ1210.degrees latitude (g = 980.6199 gals.).
 DQ1210
 DQ1210.The modeled gravity was interpolated from observed gravity values.
 DQ1210
 DQ1210. The following values were computed from the NAD 83(2011) position.
 DQ1210
 DQ1210;                    North         East     Units Scale Factor Converg.
 DQ1210;SPC MN C     -   328,487.573   763,567.740   MT  1.00000102   -0 20 48.7
 DQ1210;SPC MN C     - 1,077,712.98  2,505,138.49   sFT  1.00000102   -0 20 48.7
 DQ1210;UTM  15      - 5,212,690.130   368,648.529   MT  0.99981205   -1 15 58.3
 DQ1210
 DQ1210!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DQ1210!SPC MN C     -   0.99993039  x   1.00000102  =   0.99993141
 DQ1210!UTM  15      -   0.99993039  x   0.99981205  =   0.99974245
 DQ1210
 DQ1210_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUN6864812690(NAD 83)
 DQ1210
 DQ1210                          SUPERSEDED SURVEY CONTROL
 DQ1210
 DQ1210  NAVD 88 (08/26/19)  471.663  (m)         1547.45   (f) SUPERSEDED  2 1
 DQ1210  NAVD 88 (11/14/18)  471.7    (m)  GEOID12B model used  GPS OBS        
 DQ1210  NAVD 88 (05/02/18)  471.651  (m)         1547.41   (f) SUPERSEDED  2 1
 DQ1210
 DQ1210.Superseded values are not recommended for survey control.
 DQ1210
 DQ1210.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DQ1210.See file dsdata.pdf to determine how the superseded data were derived.
 DQ1210
 DQ1210_MARKER: I = METAL ROD
 DQ1210_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DQ1210_STAMPING: 2913 S 2014
 DQ1210_MARK LOGO: MNDT
 DQ1210_PROJECTION: FLUSH
 DQ1210_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DQ1210_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ1210_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ1210+SATELLITE: SATELLITE OBSERVATIONS - June 20, 2017
 DQ1210_ROD/PIPE-DEPTH: 3.7 meters
 DQ1210
 DQ1210  HISTORY     - Date     Condition        Report By
 DQ1210  HISTORY     - 20141008 MONUMENTED       MNDT
 DQ1210  HISTORY     - 20170620 GOOD             MNDT
 DQ1210
 DQ1210                          STATION DESCRIPTION
 DQ1210
 DQ1210'DESCRIBED BY MN DEPT OF TRANSP 2014
 DQ1210'THE STATION IS LOCATED ABOUT 7.5 MI (12.1 KM) WEST-SOUTHWEST OF
 DQ1210'WALKER, 7.4 MI (11.9 KM) SOUTH-SOUTHWEST OF BENEDICT AND 3.5 MI (5.6
 DQ1210'KM) NORTH OF AKELEY.
 DQ1210'
 DQ1210'3.35 MILES NORTH ALONG TRUNK HIGHWAY 64 FROM EAST JUNCTION TRUNK
 DQ1210'HIGHWAY 64 AND TRUNK HIGHWAY 34 IN AKELEY, AT TRUNK HIGHWAY 64 MILE
 DQ1210'POINT 52.7.
 DQ1210'
 DQ1210'THE MARK IS LOCATED 28.3 FT (8.6 M) WEST-SOUTHWEST OF TRUNK HIGHWAY
 DQ1210'64, 1.5 FT (0.5 M) EAST-NORTHEAST OF A WITNESS POST.
 DQ1210'
 DQ1210'NOTE - THE STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM
 DQ1210'ROD DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION REMOVABLE
 DQ1210'DISK SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH
 DQ1210'PVC PIPE BACK FILLED WITH WASHED SAND.
 DQ1210
 DQ1210                          STATION RECOVERY (2017)
 DQ1210
 DQ1210'RECOVERY NOTE BY MN DEPT OF TRANSP 2017 (JRA)
 DQ1210'3.9 MILES NORTH OF AKELEY, 3.35 MILES NORTH ALONG TRUNK HIGHWAY 64
 DQ1210'FROM THE EAST JUNCTION TRUNK HIGHWAY 64 AND TRUNK HIGHWAY 34 IN
 DQ1210'AKELEY, AT TRUNK HIGHWAY 64 MILEPOINT 52.7, 28.3 FEET WEST-SOUTHWEST
 DQ1210'OF TRUNK HIGHWAY 64, 1.5 FEET EAST-NORTHEAST OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DQ1214 ***********************************************************************
 DQ1214  DESIGNATION -  2913 T
 DQ1214  PID         -  DQ1214
 DQ1214  STATE/COUNTY-  MN/HUBBARD
 DQ1214  COUNTRY     -  US
 DQ1214  USGS QUAD   -  AKELEY (2019)
 DQ1214
 DQ1214                         *CURRENT SURVEY CONTROL
 DQ1214  ______________________________________________________________________
 DQ1214* NAD 83(2011) POSITION- 47 05 12.65792(N) 094 44 20.43435(W)   ADJUSTED
 DQ1214* NAD 83(2011) ELLIP HT-   475.043 (meters)        (11/14/18)   ADJUSTED
 DQ1214* NAD 83(2011) EPOCH   -  2010.00
 DQ1214* NAVD 88 ORTHO HEIGHT -   502.673 (meters)     1649.19  (feet) ADJUSTED
 DQ1214  ______________________________________________________________________
 DQ1214  GEOID HEIGHT    -        -27.626 (meters)                     GEOID18
 DQ1214  NAD 83(2011) X  -   -359,462.204 (meters)                     COMP
 DQ1214  NAD 83(2011) Y  - -4,336,070.532 (meters)                     COMP
 DQ1214  NAD 83(2011) Z  -  4,648,692.178 (meters)                     COMP
 DQ1214  LAPLACE CORR    -         -2.00  (seconds)                    DEFLEC18
 DQ1214  DYNAMIC HEIGHT  -        502.707 (meters)     1649.30  (feet) COMP
 DQ1214  MODELED GRAVITY -    980,665.0   (mgal)                       NAVD 88
 DQ1214
 DQ1214  VERT ORDER      -  SECOND    CLASS I
 DQ1214
 DQ1214  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DQ1214  Standards:
 DQ1214         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DQ1214            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DQ1214  -------------------------------------------------------------------
 DQ1214  NETWORK    1.33   2.33           0.61   0.45   1.19     -0.14217072
 DQ1214  -------------------------------------------------------------------
 DQ1214  Click here for local accuracies and other accuracy information.
 DQ1214
 DQ1214.The horizontal coordinates were established by GPS observations
 DQ1214.and adjusted by the MN DEPT OF TRANSP in November 2018.
 DQ1214
 DQ1214.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DQ1214.been affixed to the stable North American tectonic plate. See 
 DQ1214.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DQ1214
 DQ1214.The horizontal coordinates are valid at the epoch date displayed above
 DQ1214.which is a decimal equivalence of Year/Month/Day.
 DQ1214
 DQ1214.The orthometric height was determined by differential leveling and
 DQ1214.adjusted by the NATIONAL GEODETIC SURVEY
 DQ1214.in February 2020.
 DQ1214
 DQ1214.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ1214.GEOID18 height accuracy estimate available here.
 DQ1214
 DQ1214.Click photographs - Photos may exist for this station.
 DQ1214
 DQ1214.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DQ1214
 DQ1214.The Laplace correction was computed from DEFLEC18 derived deflections.
 DQ1214
 DQ1214.The ellipsoidal height was determined by GPS observations
 DQ1214.and is referenced to NAD 83.
 DQ1214
 DQ1214.The dynamic height is computed by dividing the NAVD 88
 DQ1214.geopotential number by the normal gravity value computed on the
 DQ1214.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ1214.degrees latitude (g = 980.6199 gals.).
 DQ1214
 DQ1214.The modeled gravity was interpolated from observed gravity values.
 DQ1214
 DQ1214. The following values were computed from the NAD 83(2011) position.
 DQ1214
 DQ1214;                    North         East     Units Scale Factor Converg.
 DQ1214;SPC MN C     -   332,070.066   762,868.130   MT  1.00000826   -0 21 13.5
 DQ1214;SPC MN C     - 1,089,466.54  2,502,843.19   sFT  1.00000826   -0 21 13.5
 DQ1214;UTM  15      - 5,216,282.703   368,006.635   MT  0.99981412   -1 16 25.7
 DQ1214
 DQ1214!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DQ1214!SPC MN C     -   0.99992554  x   1.00000826  =   0.99993380
 DQ1214!UTM  15      -   0.99992554  x   0.99981412  =   0.99973968
 DQ1214
 DQ1214_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUN6800616282(NAD 83)
 DQ1214
 DQ1214                          SUPERSEDED SURVEY CONTROL
 DQ1214
 DQ1214  NAVD 88 (08/26/19)  502.672  (m)         1649.18   (f) SUPERSEDED  2 1
 DQ1214  NAVD 88 (05/02/18)  502.659  (m)         1649.14   (f) SUPERSEDED  2 1
 DQ1214
 DQ1214.Superseded values are not recommended for survey control.
 DQ1214
 DQ1214.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DQ1214.See file dsdata.pdf to determine how the superseded data were derived.
 DQ1214
 DQ1214_MARKER: I = METAL ROD
 DQ1214_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DQ1214_STAMPING: 2913 T 2014
 DQ1214_MARK LOGO: MNDT
 DQ1214_PROJECTION: RECESSED 3 CENTIMETERS
 DQ1214_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DQ1214_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ1214_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ1214+SATELLITE: SATELLITE OBSERVATIONS - June 19, 2017
 DQ1214_ROD/PIPE-DEPTH: 4.0 meters
 DQ1214
 DQ1214  HISTORY     - Date     Condition        Report By
 DQ1214  HISTORY     - 20141008 MONUMENTED       MNDT
 DQ1214  HISTORY     - 20170619 GOOD             MNDT
 DQ1214
 DQ1214                          STATION DESCRIPTION
 DQ1214
 DQ1214'DESCRIBED BY MN DEPT OF TRANSP 2014
 DQ1214'THE STATION IS LOCATED ABOUT 7.2 MI (11.6 KM) WEST OF WALKER, 5.7 MI
 DQ1214'(9.2 KM) NORTH OF AKELEY AND 5.4 MI (8.7 KM) SOUTH-SOUTHWEST OF
 DQ1214'BENEDICT.
 DQ1214'
 DQ1214'TO REACH THE MARK GO 5.6 MI (9.0 KM) NORTH ALONG TRUNK HIGHWAY 64 FROM
 DQ1214'EAST JUNCTION OF TRUNK HIGHWAY 64 AND TRUNK HIGHWAY 34 IN AKELEY, AT
 DQ1214'TRUNK HIGHWAY 64 MILE POINT 54.95.
 DQ1214'
 DQ1214'THE MARK IS LOCATED 58.5 FT (17.8 M) SOUTHWEST OF TRUNK HIGHWAY 64,
 DQ1214'23.9 FT (7.3 M) NORTHWEST OF BLUE TRAIL FOREST ROAD, 1.5 FT (0.5 M)
 DQ1214'NORTHEAST OF A WITNESS POST.
 DQ1214'
 DQ1214'NOTE - THE STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM
 DQ1214'ROD DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION REMOVABLE
 DQ1214'DISK SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH
 DQ1214'PVC PIPE BACK FILLED WITH WASHED SAND.
 DQ1214
 DQ1214                          STATION RECOVERY (2017)
 DQ1214
 DQ1214'RECOVERY NOTE BY MN DEPT OF TRANSP 2017 (ZLZ)
 DQ1214'6.4 MILES NORTH OF AKELEY, 5.6 MILES NORTH ALONG TRUNK HIGHWAY 64 FROM
 DQ1214'THE EAST JUNCTION OF TRUNK HIGHWAY 64 AND TRUNK HIGHWAY 34 IN AKELEY,
 DQ1214'AT TRUNK HIGHWAY 64 MILEPOINT 54.95, 58.5 FEET SOUTHWEST OF TRUNK
 DQ1214'HIGHWAY 64, 23.9 FEET NORTHWEST OF BLUE TRAIL FOREST ROAD, 1.5 FEET
 DQ1214'NORTHEAST OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DQ1215 ***********************************************************************
 DQ1215  DESIGNATION -  2913 U
 DQ1215  PID         -  DQ1215
 DQ1215  STATE/COUNTY-  MN/HUBBARD
 DQ1215  COUNTRY     -  US
 DQ1215  USGS QUAD   -  AKELEY (2019)
 DQ1215
 DQ1215                         *CURRENT SURVEY CONTROL
 DQ1215  ______________________________________________________________________
 DQ1215* NAD 83(2011) POSITION- 47 05 57.33941(N) 094 44 37.80894(W)   ADJUSTED
 DQ1215* NAD 83(2011) ELLIP HT-   466.746 (meters)        (11/14/18)   ADJUSTED
 DQ1215* NAD 83(2011) EPOCH   -  2010.00
 DQ1215* NAVD 88 ORTHO HEIGHT -   494.422 (meters)     1622.12  (feet) ADJUSTED
 DQ1215  ______________________________________________________________________
 DQ1215  GEOID HEIGHT    -        -27.644 (meters)                     GEOID18
 DQ1215  NAD 83(2011) X  -   -359,743.392 (meters)                     COMP
 DQ1215  NAD 83(2011) Y  - -4,335,027.330 (meters)                     COMP
 DQ1215  NAD 83(2011) Z  -  4,649,625.566 (meters)                     COMP
 DQ1215  LAPLACE CORR    -         -2.21  (seconds)                    DEFLEC18
 DQ1215  DYNAMIC HEIGHT  -        494.457 (meters)     1622.23  (feet) COMP
 DQ1215  MODELED GRAVITY -    980,669.7   (mgal)                       NAVD 88
 DQ1215
 DQ1215  VERT ORDER      -  SECOND    CLASS I
 DQ1215
 DQ1215  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DQ1215  Standards:
 DQ1215         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DQ1215            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DQ1215  -------------------------------------------------------------------
 DQ1215  NETWORK    1.00   1.78           0.46   0.34   0.91     -0.01975732
 DQ1215  -------------------------------------------------------------------
 DQ1215  Click here for local accuracies and other accuracy information.
 DQ1215
 DQ1215.The horizontal coordinates were established by GPS observations
 DQ1215.and adjusted by the MN DEPT OF TRANSP in November 2018.
 DQ1215
 DQ1215.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DQ1215.been affixed to the stable North American tectonic plate. See 
 DQ1215.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DQ1215
 DQ1215.The horizontal coordinates are valid at the epoch date displayed above
 DQ1215.which is a decimal equivalence of Year/Month/Day.
 DQ1215
 DQ1215.The orthometric height was determined by differential leveling and
 DQ1215.adjusted by the NATIONAL GEODETIC SURVEY
 DQ1215.in February 2020.
 DQ1215
 DQ1215.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ1215.GEOID18 height accuracy estimate available here.
 DQ1215
 DQ1215.Click photographs - Photos may exist for this station.
 DQ1215
 DQ1215.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DQ1215
 DQ1215.The Laplace correction was computed from DEFLEC18 derived deflections.
 DQ1215
 DQ1215.The ellipsoidal height was determined by GPS observations
 DQ1215.and is referenced to NAD 83.
 DQ1215
 DQ1215.The dynamic height is computed by dividing the NAVD 88
 DQ1215.geopotential number by the normal gravity value computed on the
 DQ1215.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ1215.degrees latitude (g = 980.6199 gals.).
 DQ1215
 DQ1215.The modeled gravity was interpolated from observed gravity values.
 DQ1215
 DQ1215. The following values were computed from the NAD 83(2011) position.
 DQ1215
 DQ1215;                    North         East     Units Scale Factor Converg.
 DQ1215;SPC MN C     -   333,452.148   762,510.265   MT  1.00001114   -0 21 26.0
 DQ1215;SPC MN C     - 1,094,000.92  2,501,669.09   sFT  1.00001114   -0 21 26.0
 DQ1215;UTM  15      - 5,217,670.084   367,671.078   MT  0.99981521   -1 16 39.4
 DQ1215
 DQ1215!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DQ1215!SPC MN C     -   0.99992684  x   1.00001114  =   0.99993798
 DQ1215!UTM  15      -   0.99992684  x   0.99981521  =   0.99974207
 DQ1215
 DQ1215_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUN6767117670(NAD 83)
 DQ1215
 DQ1215                          SUPERSEDED SURVEY CONTROL
 DQ1215
 DQ1215  NAVD 88 (08/26/19)  494.420  (m)         1622.11   (f) SUPERSEDED  2 1
 DQ1215  NAVD 88 (05/02/18)  494.408  (m)         1622.07   (f) SUPERSEDED  2 1
 DQ1215
 DQ1215.Superseded values are not recommended for survey control.
 DQ1215
 DQ1215.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DQ1215.See file dsdata.pdf to determine how the superseded data were derived.
 DQ1215
 DQ1215_MARKER: I = METAL ROD
 DQ1215_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DQ1215_STAMPING: 2913 U 2014
 DQ1215_MARK LOGO: MNDT
 DQ1215_PROJECTION: RECESSED 3 CENTIMETERS
 DQ1215_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DQ1215_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ1215_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ1215+SATELLITE: SATELLITE OBSERVATIONS - June 19, 2017
 DQ1215_ROD/PIPE-DEPTH: 4.0 meters
 DQ1215
 DQ1215  HISTORY     - Date     Condition        Report By
 DQ1215  HISTORY     - 20141008 MONUMENTED       MNDT
 DQ1215  HISTORY     - 20170619 GOOD             MNDT
 DQ1215
 DQ1215                          STATION DESCRIPTION
 DQ1215
 DQ1215'DESCRIBED BY MN DEPT OF TRANSP 2014
 DQ1215'THE STATION IS LOCATED ABOUT 7.4 MI (11.9 KM) WEST OF WALKER, 6.6 MI
 DQ1215'(10.6 KM) NORTH OF AKELEY AND 4.8 MI (7.7 KM) SOUTH-SOUTHWEST OF
 DQ1215'BENEDICT.
 DQ1215'
 DQ1215'TO REACH THE MARK GO 6.5 MI (10.5 KM) NORTH ALONG TRUNK HIGHWAY 64
 DQ1215'FROM EAST JUNCTION OF TRUNK HIGHWAY 64 AND TRUNK HIGHWAY 34 IN AKELEY,
 DQ1215'AT TRUNK HIGHWAY 64 MILE POINT 55.85.
 DQ1215'
 DQ1215'THE MARK IS LOCATED 29.3 FT (8.9 M) WEST-SOUTHWEST OF TRUNK HIGHWAY
 DQ1215'64, 1.5 FT (0.5 M) EAST-NORTHEAST OF A WITNESS POST.
 DQ1215'
 DQ1215'NOTE-THE STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM ROD
 DQ1215'DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION REMOVABLE DISK
 DQ1215'SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH PVC
 DQ1215'PIPE BACK FILLED WITH WASHED SAND.
 DQ1215
 DQ1215                          STATION RECOVERY (2017)
 DQ1215
 DQ1215'RECOVERY NOTE BY MN DEPT OF TRANSP 2017 (JRA)
 DQ1215'7.3 MILES NORTH OF AKELEY, 6.5 MILES NORTH ALONG TRUNK HIGHWAY 64 FROM
 DQ1215'THE EAST JUNCTION OF TRUNK HIGHWAY 64 AND TRUNK HIGHWAY 34 IN AKELEY,
 DQ1215'AT TRUNK HIGHWAY 64 MILEPOINT 55.85, 29.3 FEET WEST-SOUTHWEST OF TRUNK
 DQ1215'HIGHWAY 64, 1.5 FEET EAST-NORTHEAST OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DQ1219 ***********************************************************************
 DQ1219  DESIGNATION -  2913 V
 DQ1219  PID         -  DQ1219
 DQ1219  STATE/COUNTY-  MN/HUBBARD
 DQ1219  COUNTRY     -  US
 DQ1219  USGS QUAD   -  EAST CROOKED LAKE (2019)
 DQ1219
 DQ1219                         *CURRENT SURVEY CONTROL
 DQ1219  ______________________________________________________________________
 DQ1219* NAD 83(2011) POSITION- 47 07 25.34514(N) 094 45 43.67596(W)   ADJUSTED
 DQ1219* NAD 83(2011) ELLIP HT-   432.138 (meters)        (11/14/18)   ADJUSTED
 DQ1219* NAD 83(2011) EPOCH   -  2010.00
 DQ1219* NAVD 88 ORTHO HEIGHT -   459.834 (meters)     1508.64  (feet) ADJUSTED
 DQ1219  ______________________________________________________________________
 DQ1219  GEOID HEIGHT    -        -27.673 (meters)                     GEOID18
 DQ1219  NAD 83(2011) X  -   -360,960.411 (meters)                     COMP
 DQ1219  NAD 83(2011) Y  - -4,332,904.262 (meters)                     COMP
 DQ1219  NAD 83(2011) Z  -  4,651,449.963 (meters)                     COMP
 DQ1219  LAPLACE CORR    -         -2.43  (seconds)                    DEFLEC18
 DQ1219  DYNAMIC HEIGHT  -        459.870 (meters)     1508.76  (feet) COMP
 DQ1219  MODELED GRAVITY -    980,677.5   (mgal)                       NAVD 88
 DQ1219
 DQ1219  VERT ORDER      -  SECOND    CLASS I
 DQ1219
 DQ1219  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DQ1219  Standards:
 DQ1219         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DQ1219            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DQ1219  -------------------------------------------------------------------
 DQ1219  NETWORK    1.06   2.20           0.49   0.36   1.12      0.01085538
 DQ1219  -------------------------------------------------------------------
 DQ1219  Click here for local accuracies and other accuracy information.
 DQ1219
 DQ1219.The horizontal coordinates were established by GPS observations
 DQ1219.and adjusted by the MN DEPT OF TRANSP in November 2018.
 DQ1219
 DQ1219.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DQ1219.been affixed to the stable North American tectonic plate. See 
 DQ1219.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DQ1219
 DQ1219.The horizontal coordinates are valid at the epoch date displayed above
 DQ1219.which is a decimal equivalence of Year/Month/Day.
 DQ1219
 DQ1219.The orthometric height was determined by differential leveling and
 DQ1219.adjusted by the NATIONAL GEODETIC SURVEY
 DQ1219.in February 2020.
 DQ1219
 DQ1219.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ1219.GEOID18 height accuracy estimate available here.
 DQ1219
 DQ1219.Click photographs - Photos may exist for this station.
 DQ1219
 DQ1219.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DQ1219
 DQ1219.The Laplace correction was computed from DEFLEC18 derived deflections.
 DQ1219
 DQ1219.The ellipsoidal height was determined by GPS observations
 DQ1219.and is referenced to NAD 83.
 DQ1219
 DQ1219.The dynamic height is computed by dividing the NAVD 88
 DQ1219.geopotential number by the normal gravity value computed on the
 DQ1219.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ1219.degrees latitude (g = 980.6199 gals.).
 DQ1219
 DQ1219.The modeled gravity was interpolated from observed gravity values.
 DQ1219
 DQ1219. The following values were computed from the NAD 83(2011) position.
 DQ1219
 DQ1219;                    North         East     Units Scale Factor Converg.
 DQ1219;SPC MN C     -   336,178.690   761,138.880   MT  1.00001695   -0 22 13.7
 DQ1219;SPC MN C     - 1,102,946.25  2,497,169.81   sFT  1.00001695   -0 22 13.7
 DQ1219;UTM  15      - 5,220,417.769   366,343.942   MT  0.99981955   -1 17 29.5
 DQ1219
 DQ1219!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DQ1219!SPC MN C     -   0.99993227  x   1.00001695  =   0.99994922
 DQ1219!UTM  15      -   0.99993227  x   0.99981955  =   0.99975183
 DQ1219
 DQ1219_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUN6634320417(NAD 83)
 DQ1219
 DQ1219                          SUPERSEDED SURVEY CONTROL
 DQ1219
 DQ1219  NAVD 88 (08/26/19)  459.832  (m)         1508.63   (f) SUPERSEDED  2 1
 DQ1219  NAVD 88 (05/02/18)  459.820  (m)         1508.59   (f) SUPERSEDED  2 1
 DQ1219
 DQ1219.Superseded values are not recommended for survey control.
 DQ1219
 DQ1219.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DQ1219.See file dsdata.pdf to determine how the superseded data were derived.
 DQ1219
 DQ1219_MARKER: I = METAL ROD
 DQ1219_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DQ1219_STAMPING: 2913 V 2014
 DQ1219_MARK LOGO: MNDT
 DQ1219_PROJECTION: FLUSH
 DQ1219_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DQ1219_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ1219_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ1219+SATELLITE: SATELLITE OBSERVATIONS - June 19, 2017
 DQ1219_ROD/PIPE-DEPTH: 7.0 meters
 DQ1219
 DQ1219  HISTORY     - Date     Condition        Report By
 DQ1219  HISTORY     - 20141008 MONUMENTED       MNDT
 DQ1219  HISTORY     - 20170619 GOOD             MNDT
 DQ1219
 DQ1219                          STATION DESCRIPTION
 DQ1219
 DQ1219'DESCRIBED BY MN DEPT OF TRANSP 2014
 DQ1219'THE STATION IS LOCATED ABOUT 8.4 MI (13.5 KM) WEST OF WALKER, 6.2 MI
 DQ1219'(10.0 KM) SOUTH OF LAPORTE AND 4.1 MI (6.6 KM) SOUTHWEST OF BENEDICT.
 DQ1219'
 DQ1219'TO REACH THE MARK GO 7.1 MI (11.4 KM) SOUTH ALONG TRUNK HIGHWAY 64
 DQ1219'FROM THE JUNCTION OF TRUNK HIGHWAY 64 AND TRUNK HIGHWAY 200 OR
 DQ1219'JUNCTION IS 2.00 WEST OF LAPORTE, AT TRUNK HIGHWAY 64 MILE POINT 57.8.
 DQ1219'THE MARK IS LOCATED 40.7 FT (12.4 M) NORTHEAST OF TRUNK HIGHWAY 64,
 DQ1219'1.5 FT (0.5 M) SOUTHWEST OF A WITNESS POST.
 DQ1219'
 DQ1219'NOTE - THE STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM
 DQ1219'ROD DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION REMOVABLE
 DQ1219'DISK SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH
 DQ1219'PVC PIPE BACK FILLED WITH WASHED SAND.
 DQ1219
 DQ1219                          STATION RECOVERY (2017)
 DQ1219
 DQ1219'RECOVERY NOTE BY MN DEPT OF TRANSP 2017 (ZLZ)
 DQ1219'7.0 MILES SOUTH OF LAPORTE, 7.1 MILES SOUTH ALONG TRUNK HIGHWAY 64
 DQ1219'FROM THE JUNCTION OF TRUNK HIGHWAY 64 AND TRUNK HIGHWAY 200 (THE
 DQ1219'JUNCTION IS 2.00 MILES WEST OF LAPORTE), AT TRUNK HIGHWAY 64 MILEPOINT
 DQ1219'57.8, 40.7 FEET NORTHEAST OF TRUNK HIGHWAY 64, 1.5 FEET SOUTHWEST OF A
 DQ1219'WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DQ1220 ***********************************************************************
 DQ1220  DESIGNATION -  2913 W
 DQ1220  PID         -  DQ1220
 DQ1220  STATE/COUNTY-  MN/HUBBARD
 DQ1220  COUNTRY     -  US
 DQ1220  USGS QUAD   -  LAPORTE (2019)
 DQ1220
 DQ1220                         *CURRENT SURVEY CONTROL
 DQ1220  ______________________________________________________________________
 DQ1220* NAD 83(2011) POSITION- 47 07 53.26615(N) 094 46 44.02863(W)   ADJUSTED
 DQ1220* NAD 83(2011) ELLIP HT-   400.410 (meters)        (11/14/18)   ADJUSTED
 DQ1220* NAD 83(2011) EPOCH   -  2010.00
 DQ1220* NAVD 88 ORTHO HEIGHT -   428.127 (meters)     1404.61  (feet) ADJUSTED
 DQ1220  ______________________________________________________________________
 DQ1220  GEOID HEIGHT    -        -27.671 (meters)                     GEOID18
 DQ1220  NAD 83(2011) X  -   -362,173.747 (meters)                     COMP
 DQ1220  NAD 83(2011) Y  - -4,332,147.192 (meters)                     COMP
 DQ1220  NAD 83(2011) Z  -  4,652,013.391 (meters)                     COMP
 DQ1220  LAPLACE CORR    -         -3.04  (seconds)                    DEFLEC18
 DQ1220  DYNAMIC HEIGHT  -        428.161 (meters)     1404.72  (feet) COMP
 DQ1220  MODELED GRAVITY -    980,678.8   (mgal)                       NAVD 88
 DQ1220
 DQ1220  VERT ORDER      -  SECOND    CLASS I
 DQ1220
 DQ1220  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DQ1220  Standards:
 DQ1220         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DQ1220            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DQ1220  -------------------------------------------------------------------
 DQ1220  NETWORK    1.03   1.96           0.48   0.34   1.00     -0.02187725
 DQ1220  -------------------------------------------------------------------
 DQ1220  Click here for local accuracies and other accuracy information.
 DQ1220
 DQ1220.The horizontal coordinates were established by GPS observations
 DQ1220.and adjusted by the MN DEPT OF TRANSP in November 2018.
 DQ1220
 DQ1220.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DQ1220.been affixed to the stable North American tectonic plate. See 
 DQ1220.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DQ1220
 DQ1220.The horizontal coordinates are valid at the epoch date displayed above
 DQ1220.which is a decimal equivalence of Year/Month/Day.
 DQ1220
 DQ1220.The orthometric height was determined by differential leveling and
 DQ1220.adjusted by the NATIONAL GEODETIC SURVEY
 DQ1220.in February 2020.
 DQ1220
 DQ1220.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ1220.GEOID18 height accuracy estimate available here.
 DQ1220
 DQ1220.Click photographs - Photos may exist for this station.
 DQ1220
 DQ1220.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DQ1220
 DQ1220.The Laplace correction was computed from DEFLEC18 derived deflections.
 DQ1220
 DQ1220.The ellipsoidal height was determined by GPS observations
 DQ1220.and is referenced to NAD 83.
 DQ1220
 DQ1220.The dynamic height is computed by dividing the NAVD 88
 DQ1220.geopotential number by the normal gravity value computed on the
 DQ1220.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ1220.degrees latitude (g = 980.6199 gals.).
 DQ1220
 DQ1220.The modeled gravity was interpolated from observed gravity values.
 DQ1220
 DQ1220. The following values were computed from the NAD 83(2011) position.
 DQ1220
 DQ1220;                    North         East     Units Scale Factor Converg.
 DQ1220;SPC MN C     -   337,049.288   759,872.538   MT  1.00001883   -0 22 57.4
 DQ1220;SPC MN C     - 1,105,802.54  2,493,015.15   sFT  1.00001883   -0 22 57.4
 DQ1220;UTM  15      - 5,221,308.440   365,092.008   MT  0.99982368   -1 18 14.3
 DQ1220
 DQ1220!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DQ1220!SPC MN C     -   0.99993724  x   1.00001883  =   0.99995607
 DQ1220!UTM  15      -   0.99993724  x   0.99982368  =   0.99976093
 DQ1220
 DQ1220_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUN6509221308(NAD 83)
 DQ1220
 DQ1220                          SUPERSEDED SURVEY CONTROL
 DQ1220
 DQ1220  NAVD 88 (08/26/19)  428.125  (m)         1404.61   (f) SUPERSEDED  2 1
 DQ1220  NAVD 88 (05/02/18)  428.113  (m)         1404.57   (f) SUPERSEDED  2 1
 DQ1220
 DQ1220.Superseded values are not recommended for survey control.
 DQ1220
 DQ1220.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DQ1220.See file dsdata.pdf to determine how the superseded data were derived.
 DQ1220
 DQ1220_MARKER: I = METAL ROD
 DQ1220_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DQ1220_STAMPING: 2913 W 2014
 DQ1220_MARK LOGO: MNDT
 DQ1220_PROJECTION: RECESSED 3 CENTIMETERS
 DQ1220_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DQ1220_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ1220_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ1220+SATELLITE: SATELLITE OBSERVATIONS - June 19, 2017
 DQ1220_ROD/PIPE-DEPTH: 10.4 meters
 DQ1220
 DQ1220  HISTORY     - Date     Condition        Report By
 DQ1220  HISTORY     - 20141008 MONUMENTED       MNDT
 DQ1220  HISTORY     - 20170619 GOOD             MNDT
 DQ1220
 DQ1220                          STATION DESCRIPTION
 DQ1220
 DQ1220'DESCRIBED BY MN DEPT OF TRANSP 2014
 DQ1220'THE STATION IS LOCATED ABOUT 9.1 MI (14.6 KM) NORTH-NORTHWEST OF
 DQ1220'AKELEY, 5.8 MI (9.3 KM) SOUTH-SOUTHWEST OF LAPORTE AND 4.6 MI (7.4 KM)
 DQ1220'WEST-SOUTHWEST OF BENEDICT.
 DQ1220'
 DQ1220'TO REACH THE 6.15 MI (9.9 KM) SOUTH ALONG TRUNK HIGHWAY 64 FROM THE
 DQ1220'JUNCTION OF TRUNK HIGHWAY 64 AND TRUNK HIGHWAY 200 OR JUNCTION IS 2.0
 DQ1220'MI (3.2 KM) WEST OF LAPORTE, AT TRUNK HIGHWAY 64 MILE POINT 58.75.
 DQ1220'
 DQ1220'THE MARK IS LOCATED 49.3 FT (15.0 M) NORTH-NORTHEAST OF TRUNK HIGHWAY
 DQ1220'64, 1.5 FT (0.5 M) SOUTH-SOUTHWEST OF A WITNESS POST.
 DQ1220'
 DQ1220'NOTE - THE STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM
 DQ1220'ROD DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION REMOVABLE
 DQ1220'DISK SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH
 DQ1220'PVC PIPE BACK FILLED WITH WASHED SAND.
 DQ1220
 DQ1220                          STATION RECOVERY (2017)
 DQ1220
 DQ1220'RECOVERY NOTE BY MN DEPT OF TRANSP 2017 (JRA)
 DQ1220'6.6 MILES SOUTH OF LAPORTE, 6.15 MILES SOUTH ALONG TRUNK HIGHWAY 64
 DQ1220'FROM THE JUNCTION OF TRUNK HIGHWAY 64 AND TRUNK HIGHWAY 200 (THE
 DQ1220'JUNCTION IS 2.0 MILES WEST OF LAPORTE), AT TRUNK HIGHWAY 64 MILEPOINT
 DQ1220'58.75, 49.3 FEET NORTH-NORTHEAST OF TRUNK HIGHWAY 64, 1.5 FEET
 DQ1220'SOUTH-SOUTHWEST OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DQ1223 ***********************************************************************
 DQ1223  DESIGNATION -  2913 X
 DQ1223  PID         -  DQ1223
 DQ1223  STATE/COUNTY-  MN/HUBBARD
 DQ1223  COUNTRY     -  US
 DQ1223  USGS QUAD   -  LAPORTE (2019)
 DQ1223
 DQ1223                         *CURRENT SURVEY CONTROL
 DQ1223  ______________________________________________________________________
 DQ1223* NAD 83(2011) POSITION- 47 09 02.28886(N) 094 47 47.61409(W)   ADJUSTED
 DQ1223* NAD 83(2011) ELLIP HT-   397.945 (meters)        (11/14/18)   ADJUSTED
 DQ1223* NAD 83(2011) EPOCH   -  2010.00
 DQ1223* NAVD 88 ORTHO HEIGHT -   425.638 (meters)     1396.45  (feet) ADJUSTED
 DQ1223  ______________________________________________________________________
 DQ1223  GEOID HEIGHT    -        -27.675 (meters)                     GEOID18
 DQ1223  NAD 83(2011) X  -   -363,378.406 (meters)                     COMP
 DQ1223  NAD 83(2011) Y  - -4,330,476.567 (meters)                     COMP
 DQ1223  NAD 83(2011) Z  -  4,653,461.532 (meters)                     COMP
 DQ1223  LAPLACE CORR    -         -4.43  (seconds)                    DEFLEC18
 DQ1223  DYNAMIC HEIGHT  -        425.673 (meters)     1396.56  (feet) COMP
 DQ1223  MODELED GRAVITY -    980,684.0   (mgal)                       NAVD 88
 DQ1223
 DQ1223  VERT ORDER      -  SECOND    CLASS I
 DQ1223
 DQ1223  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DQ1223  Standards:
 DQ1223         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DQ1223            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DQ1223  -------------------------------------------------------------------
 DQ1223  NETWORK    1.23   2.37           0.55   0.44   1.21      0.03844184
 DQ1223  -------------------------------------------------------------------
 DQ1223  Click here for local accuracies and other accuracy information.
 DQ1223
 DQ1223.The horizontal coordinates were established by GPS observations
 DQ1223.and adjusted by the MN DEPT OF TRANSP in November 2018.
 DQ1223
 DQ1223.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DQ1223.been affixed to the stable North American tectonic plate. See 
 DQ1223.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DQ1223
 DQ1223.The horizontal coordinates are valid at the epoch date displayed above
 DQ1223.which is a decimal equivalence of Year/Month/Day.
 DQ1223
 DQ1223.The orthometric height was determined by differential leveling and
 DQ1223.adjusted by the NATIONAL GEODETIC SURVEY
 DQ1223.in February 2020.
 DQ1223
 DQ1223.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ1223.GEOID18 height accuracy estimate available here.
 DQ1223
 DQ1223.Click photographs - Photos may exist for this station.
 DQ1223
 DQ1223.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DQ1223
 DQ1223.The Laplace correction was computed from DEFLEC18 derived deflections.
 DQ1223
 DQ1223.The ellipsoidal height was determined by GPS observations
 DQ1223.and is referenced to NAD 83.
 DQ1223
 DQ1223.The dynamic height is computed by dividing the NAVD 88
 DQ1223.geopotential number by the normal gravity value computed on the
 DQ1223.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ1223.degrees latitude (g = 980.6199 gals.).
 DQ1223
 DQ1223.The modeled gravity was interpolated from observed gravity values.
 DQ1223
 DQ1223. The following values were computed from the NAD 83(2011) position.
 DQ1223
 DQ1223;                    North         East     Units Scale Factor Converg.
 DQ1223;SPC MN C     -   339,189.909   758,547.203   MT  1.00002356   -0 23 43.3
 DQ1223;SPC MN C     - 1,112,825.56  2,488,666.95   sFT  1.00002356   -0 23 43.3
 DQ1223;UTM  15      - 5,223,469.680   363,801.529   MT  0.99982798   -1 19 02.4
 DQ1223
 DQ1223!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DQ1223!SPC MN C     -   0.99993763  x   1.00002356  =   0.99996119
 DQ1223!UTM  15      -   0.99993763  x   0.99982798  =   0.99976562
 DQ1223
 DQ1223_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUN6380123469(NAD 83)
 DQ1223
 DQ1223                          SUPERSEDED SURVEY CONTROL
 DQ1223
 DQ1223  NAVD 88 (08/26/19)  425.635  (m)         1396.44   (f) SUPERSEDED  2 1
 DQ1223  NAVD 88 (05/02/18)  425.623  (m)         1396.40   (f) SUPERSEDED  2 1
 DQ1223
 DQ1223.Superseded values are not recommended for survey control.
 DQ1223
 DQ1223.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DQ1223.See file dsdata.pdf to determine how the superseded data were derived.
 DQ1223
 DQ1223_MARKER: I = METAL ROD
 DQ1223_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DQ1223_STAMPING: 2913 X 2014
 DQ1223_MARK LOGO: MNDT
 DQ1223_PROJECTION: FLUSH
 DQ1223_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DQ1223_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ1223_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ1223+SATELLITE: SATELLITE OBSERVATIONS - June 19, 2017
 DQ1223_ROD/PIPE-DEPTH: 14.9 meters
 DQ1223
 DQ1223  HISTORY     - Date     Condition        Report By
 DQ1223  HISTORY     - 20141008 MONUMENTED       MNDT
 DQ1223  HISTORY     - 20170619 GOOD             MNDT
 DQ1223
 DQ1223                          STATION DESCRIPTION
 DQ1223
 DQ1223'DESCRIBED BY MN DEPT OF TRANSP 2014
 DQ1223'THE STATION IS LOCATED ABOUT 9.9 MI (15.9 KM) EAST-SOUTHEAST OF LAKE
 DQ1223'GEORGE, 5.0 MI (8.0 KM) WEST OF BENEDICT AND 4.8 MI (7.7 KM)
 DQ1223'SOUTH-SOUTHWEST OF LAPORTE.
 DQ1223'
 DQ1223'TO REACH THE MARK GO 4.5 MI (7.2 KM) SOUTH ALONG TRUNK HIGHWAY 64
 DQ1223'FROM THE JUNCTION OF TRUNK HIGHWAY 64 AND TRUNK HIGHWAY 200 OR
 DQ1223'JUNCTION IS 2.0 MI (3.2 KM) WEST OF LAPORTE, AT TRUNK HIGHWAY 64 MILE
 DQ1223'POINT 60.45.
 DQ1223'
 DQ1223'THE MARK IS LOCATED 32.6 FT (9.9 M) SOUTHWEST OF TRUNK HIGHWAY 64, 1.5
 DQ1223'FT (0.5 M) NORTHEAST OF A WITNESS POST.
 DQ1223'
 DQ1223'NOTE - THE STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM
 DQ1223'ROD DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION REMOVABLE
 DQ1223'DISK SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH
 DQ1223'PVC PIPE BACK FILLED WITH WASHED SAND.
 DQ1223
 DQ1223                          STATION RECOVERY (2017)
 DQ1223
 DQ1223'RECOVERY NOTE BY MN DEPT OF TRANSP 2017 (ZLZ)
 DQ1223'5.5 MILES SOUTHWEST OF LAPORTE, 4.5 MILES SOUTH ALONG TRUNK HIGHWAY 64
 DQ1223'FROM THE JUNCTION OF TRUNK HIGHWAY 64 AND TRUNK HIGHWAY 200 (THE
 DQ1223'JUNCTION IS 2.0 MILES WEST OF LAPORTE), AT TRUNK HIGHWAY 64 MILEPOINT
 DQ1223'60.45, 32.6 FEET SOUTHWEST OF TRUNK HIGHWAY 64, 1.5 FEET NORTHEAST OF
 DQ1223'A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DQ1225 ***********************************************************************
 DQ1225  DESIGNATION -  2913 Y
 DQ1225  PID         -  DQ1225
 DQ1225  STATE/COUNTY-  MN/HUBBARD
 DQ1225  COUNTRY     -  US
 DQ1225  USGS QUAD   -  LAPORTE (2019)
 DQ1225
 DQ1225                         *CURRENT SURVEY CONTROL
 DQ1225  ______________________________________________________________________
 DQ1225* NAD 83(2011) POSITION- 47 09 53.75580(N) 094 47 47.71616(W)   ADJUSTED
 DQ1225* NAD 83(2011) ELLIP HT-   384.505 (meters)        (11/14/18)   ADJUSTED
 DQ1225* NAD 83(2011) EPOCH   -  2010.00
 DQ1225* NAVD 88 ORTHO HEIGHT -   412.199 (meters)     1352.36  (feet) ADJUSTED
 DQ1225  ______________________________________________________________________
 DQ1225  GEOID HEIGHT    -        -27.695 (meters)                     GEOID18
 DQ1225  NAD 83(2011) X  -   -363,282.331 (meters)                     COMP
 DQ1225  NAD 83(2011) Y  - -4,329,305.908 (meters)                     COMP
 DQ1225  NAD 83(2011) Z  -  4,654,532.496 (meters)                     COMP
 DQ1225  LAPLACE CORR    -         -4.08  (seconds)                    DEFLEC18
 DQ1225  DYNAMIC HEIGHT  -        412.236 (meters)     1352.48  (feet) COMP
 DQ1225  MODELED GRAVITY -    980,688.8   (mgal)                       NAVD 88
 DQ1225
 DQ1225  VERT ORDER      -  SECOND    CLASS I
 DQ1225
 DQ1225  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DQ1225  Standards:
 DQ1225         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DQ1225            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DQ1225  -------------------------------------------------------------------
 DQ1225  NETWORK    1.57   3.45           0.71   0.54   1.76     -0.17967917
 DQ1225  -------------------------------------------------------------------
 DQ1225  Click here for local accuracies and other accuracy information.
 DQ1225
 DQ1225.The horizontal coordinates were established by GPS observations
 DQ1225.and adjusted by the MN DEPT OF TRANSP in November 2018.
 DQ1225
 DQ1225.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DQ1225.been affixed to the stable North American tectonic plate. See 
 DQ1225.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DQ1225
 DQ1225.The horizontal coordinates are valid at the epoch date displayed above
 DQ1225.which is a decimal equivalence of Year/Month/Day.
 DQ1225
 DQ1225.The orthometric height was determined by differential leveling and
 DQ1225.adjusted by the NATIONAL GEODETIC SURVEY
 DQ1225.in February 2020.
 DQ1225
 DQ1225.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ1225.GEOID18 height accuracy estimate available here.
 DQ1225
 DQ1225.Click photographs - Photos may exist for this station.
 DQ1225
 DQ1225.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DQ1225
 DQ1225.The Laplace correction was computed from DEFLEC18 derived deflections.
 DQ1225
 DQ1225.The ellipsoidal height was determined by GPS observations
 DQ1225.and is referenced to NAD 83.
 DQ1225
 DQ1225.The dynamic height is computed by dividing the NAVD 88
 DQ1225.geopotential number by the normal gravity value computed on the
 DQ1225.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ1225.degrees latitude (g = 980.6199 gals.).
 DQ1225
 DQ1225.The modeled gravity was interpolated from observed gravity values.
 DQ1225
 DQ1225. The following values were computed from the NAD 83(2011) position.
 DQ1225
 DQ1225;                    North         East     Units Scale Factor Converg.
 DQ1225;SPC MN C     -   340,779.310   758,556.021   MT  1.00002716   -0 23 43.4
 DQ1225;SPC MN C     - 1,118,040.12  2,488,695.88   sFT  1.00002716   -0 23 43.4
 DQ1225;UTM  15      - 5,225,058.420   363,835.918   MT  0.99982787   -1 19 03.6
 DQ1225
 DQ1225!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DQ1225!SPC MN C     -   0.99993973  x   1.00002716  =   0.99996689
 DQ1225!UTM  15      -   0.99993973  x   0.99982787  =   0.99976761
 DQ1225
 DQ1225_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUN6383525058(NAD 83)
 DQ1225
 DQ1225                          SUPERSEDED SURVEY CONTROL
 DQ1225
 DQ1225  NAVD 88 (08/26/19)  412.197  (m)         1352.35   (f) SUPERSEDED  2 1
 DQ1225  NAVD 88 (05/02/18)  412.184  (m)         1352.31   (f) SUPERSEDED  2 1
 DQ1225
 DQ1225.Superseded values are not recommended for survey control.
 DQ1225
 DQ1225.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DQ1225.See file dsdata.pdf to determine how the superseded data were derived.
 DQ1225
 DQ1225_MARKER: I = METAL ROD
 DQ1225_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DQ1225_STAMPING: 2913 Y 2014
 DQ1225_MARK LOGO: MNDT
 DQ1225_PROJECTION: FLUSH
 DQ1225_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DQ1225_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ1225_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ1225+SATELLITE: SATELLITE OBSERVATIONS - June 19, 2017
 DQ1225_ROD/PIPE-DEPTH: 10.4 meters
 DQ1225
 DQ1225  HISTORY     - Date     Condition        Report By
 DQ1225  HISTORY     - 20141008 MONUMENTED       MNDT
 DQ1225  HISTORY     - 20170619 GOOD             MNDT
 DQ1225
 DQ1225                          STATION DESCRIPTION
 DQ1225
 DQ1225'DESCRIBED BY MN DEPT OF TRANSP 2014
 DQ1225'THE STATION IS LOCATED ABOUT 9.4 MI (15.1 KM) SOUTH OF GUTHRIE, 5.0 MI
 DQ1225'(8.0 KM) WEST OF BENEDICT AND 3.9 MI (6.3 KM) SOUTH-SOUTHWEST OF
 DQ1225'LAPORTE.
 DQ1225'
 DQ1225'TO REACH THE MARK GO 3.45 MI (5.6 KM) SOUTH ALONG TRUNK HIGHWAY 64
 DQ1225'FROM THE JUNCTION OF TRUNK HIGHWAY 64 AND TRUNK HIGHWAY 200 OR
 DQ1225'JUNCTION IS 2.0 MI (3.2 KM) WEST OF LAPORTE, AT TRUNK HIGHWAY 64 MILE
 DQ1225'POINT 61.45.
 DQ1225'
 DQ1225'THE MARK IS LOCATED 54.0 FT (16.5 M) WEST OF TRUNK HIGHWAY 64, 13.0 FT
 DQ1225'(4.0 M) NORTH OF DRIVEWAY NUMBER 34973, 1.5 FT (0.5 M) EAST OF A
 DQ1225'WITNESS POST.
 DQ1225'
 DQ1225'NOTE - THE STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM
 DQ1225'ROD DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION REMOVABLE
 DQ1225'DISK SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH
 DQ1225'PVC PIPE BACK FILLED WITH WASHED SAND.
 DQ1225
 DQ1225                          STATION RECOVERY (2017)
 DQ1225
 DQ1225'RECOVERY NOTE BY MN DEPT OF TRANSP 2017 (JRA)
 DQ1225'4.3 MILES SOUTHWEST OF LAPORTE, 3.45 MILES SOUTH ALONG TRUNK HIGHWAY
 DQ1225'64 FROM THE JUNCTION OF TRUNK HIGHWAY 64 AND TRUNK HIGHWAY 200 (THE
 DQ1225'JUNCTION IS 2.0 MILES WEST OF LAPORTE), AT TRUNK HIGHWAY 64 MILEPOINT
 DQ1225'61.45, 54.0 FEET WEST OF TRUNK HIGHWAY 64, 13.0 FEET NORTH OF DRIVEWAY
 DQ1225'NUMBER 34973, 1.5 FEET EAST OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DQ1228 ***********************************************************************
 DQ1228  DESIGNATION -  2913 Z
 DQ1228  PID         -  DQ1228
 DQ1228  STATE/COUNTY-  MN/HUBBARD
 DQ1228  COUNTRY     -  US
 DQ1228  USGS QUAD   -  LAPORTE (2019)
 DQ1228
 DQ1228                         *CURRENT SURVEY CONTROL
 DQ1228  ______________________________________________________________________
 DQ1228* NAD 83(2011) POSITION- 47 11 40.11618(N) 094 47 48.59286(W)   ADJUSTED
 DQ1228* NAD 83(2011) ELLIP HT-   386.871 (meters)        (11/14/18)   ADJUSTED
 DQ1228* NAD 83(2011) EPOCH   -  2010.00
 DQ1228* NAVD 88 ORTHO HEIGHT -   414.602 (meters)     1360.24  (feet) ADJUSTED
 DQ1228  ______________________________________________________________________
 DQ1228  GEOID HEIGHT    -        -27.732 (meters)                     GEOID18
 DQ1228  NAD 83(2011) X  -   -363,099.390 (meters)                     COMP
 DQ1228  NAD 83(2011) Y  - -4,326,905.044 (meters)                     COMP
 DQ1228  NAD 83(2011) Z  -  4,656,766.910 (meters)                     COMP
 DQ1228  LAPLACE CORR    -         -3.80  (seconds)                    DEFLEC18
 DQ1228  DYNAMIC HEIGHT  -        414.641 (meters)     1360.37  (feet) COMP
 DQ1228  MODELED GRAVITY -    980,695.2   (mgal)                       NAVD 88
 DQ1228
 DQ1228  VERT ORDER      -  SECOND    CLASS I
 DQ1228
 DQ1228  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DQ1228  Standards:
 DQ1228         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DQ1228            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DQ1228  -------------------------------------------------------------------
 DQ1228  NETWORK    1.12   2.14           0.52   0.37   1.09      0.01832017
 DQ1228  -------------------------------------------------------------------
 DQ1228  Click here for local accuracies and other accuracy information.
 DQ1228
 DQ1228.The horizontal coordinates were established by GPS observations
 DQ1228.and adjusted by the MN DEPT OF TRANSP in November 2018.
 DQ1228
 DQ1228.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DQ1228.been affixed to the stable North American tectonic plate. See 
 DQ1228.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DQ1228
 DQ1228.The horizontal coordinates are valid at the epoch date displayed above
 DQ1228.which is a decimal equivalence of Year/Month/Day.
 DQ1228
 DQ1228.The orthometric height was determined by differential leveling and
 DQ1228.adjusted by the NATIONAL GEODETIC SURVEY
 DQ1228.in February 2020.
 DQ1228
 DQ1228.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ1228.GEOID18 height accuracy estimate available here.
 DQ1228
 DQ1228.Click photographs - Photos may exist for this station.
 DQ1228
 DQ1228.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DQ1228
 DQ1228.The Laplace correction was computed from DEFLEC18 derived deflections.
 DQ1228
 DQ1228.The ellipsoidal height was determined by GPS observations
 DQ1228.and is referenced to NAD 83.
 DQ1228
 DQ1228.The dynamic height is computed by dividing the NAVD 88
 DQ1228.geopotential number by the normal gravity value computed on the
 DQ1228.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ1228.degrees latitude (g = 980.6199 gals.).
 DQ1228
 DQ1228.The modeled gravity was interpolated from observed gravity values.
 DQ1228
 DQ1228. The following values were computed from the NAD 83(2011) position.
 DQ1228
 DQ1228;                    North         East     Units Scale Factor Converg.
 DQ1228;SPC MN C     -   344,064.057   758,560.234   MT  1.00003480   -0 23 44.1
 DQ1228;SPC MN C     - 1,128,816.83  2,488,709.70   sFT  1.00003480   -0 23 44.1
 DQ1228;UTM  15      - 5,228,342.006   363,893.007   MT  0.99982767   -1 19 06.5
 DQ1228
 DQ1228!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DQ1228!SPC MN C     -   0.99993936  x   1.00003480  =   0.99997416
 DQ1228!UTM  15      -   0.99993936  x   0.99982767  =   0.99976704
 DQ1228
 DQ1228_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUN6389328342(NAD 83)
 DQ1228
 DQ1228                          SUPERSEDED SURVEY CONTROL
 DQ1228
 DQ1228  NAVD 88 (08/26/19)  414.599  (m)         1360.23   (f) SUPERSEDED  2 1
 DQ1228  NAVD 88 (05/02/18)  414.586  (m)         1360.19   (f) SUPERSEDED  2 1
 DQ1228
 DQ1228.Superseded values are not recommended for survey control.
 DQ1228
 DQ1228.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DQ1228.See file dsdata.pdf to determine how the superseded data were derived.
 DQ1228
 DQ1228_MARKER: I = METAL ROD
 DQ1228_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DQ1228_STAMPING: 2913 Z 2014
 DQ1228_MARK LOGO: MNDT
 DQ1228_PROJECTION: FLUSH
 DQ1228_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DQ1228_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ1228_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ1228+SATELLITE: SATELLITE OBSERVATIONS - June 19, 2017
 DQ1228_ROD/PIPE-DEPTH: 10.4 meters
 DQ1228
 DQ1228  HISTORY     - Date     Condition        Report By
 DQ1228  HISTORY     - 20141008 MONUMENTED       MNDT
 DQ1228  HISTORY     - 20170619 GOOD             MNDT
 DQ1228
 DQ1228                          STATION DESCRIPTION
 DQ1228
 DQ1228'DESCRIBED BY MN DEPT OF TRANSP 2014
 DQ1228'THE STATION IS LOCATED ABOUT 7.3 MI (11.7 KM) SOUTH OF GUTHRIE, 5.6 MI
 DQ1228'(9.0 KM) WEST-NORTHWEST OF BENEDICT AND 2.4 MI (3.9 KM) WEST-SOUTHWEST
 DQ1228'OF LAPORTE.
 DQ1228'
 DQ1228'TO REACH THE MARK GO 1.5 MI (2.4 KM) SOUTH ALONG TRUNK HIGHWAY 64 FROM
 DQ1228'THE JUNCTION OF TRUNK HIGHWAY 64 AND TRUNK HIGHWAY 200 OR JUNCTION IS
 DQ1228'2.0 MI (3.2 KM) WEST OF LAPORTE, AT TRUNK HIGHWAY 64 MILE POINT 63.45.
 DQ1228'THE MARK IS LOCATED 74.3 FT (22.6 M) WEST OF TRUNK HIGHWAY 64, 68.0 FT
 DQ1228'(20.7 M) NORTH OF COUNTY ROAD 93, 1.5 FT (0.5 M) EAST OF A WITNESS
 DQ1228'POST.
 DQ1228'
 DQ1228'NOTE - THE STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM
 DQ1228'ROD DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION REMOVABLE
 DQ1228'DISK SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH
 DQ1228'PVC PIPE BACK FILLED WITH WASHED SAND.
 DQ1228
 DQ1228                          STATION RECOVERY (2017)
 DQ1228
 DQ1228'RECOVERY NOTE BY MN DEPT OF TRANSP 2017 (ZLZ)
 DQ1228'2.4 MILES SOUTHWEST OF LAPORTE, 1.5 MILES SOUTH ALONG TRUNK HIGHWAY 64
 DQ1228'FROM THE JUNCTION OF TRUNK HIGHWAY 64 AND TRUNK HIGHWAY 200 (THE
 DQ1228'JUNCTION IS 2.0 MILES WEST OF LAPORTE), AT TRUNK HIGHWAY 64 MILEPOINT
 DQ1228'63.45, 74.3 FEET WEST OF TRUNK HIGHWAY 64, 68.0 FEET NORTH OF COUNTY
 DQ1228'ROAD 93, 1.5 FEET EAST OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 QP0083 ***********************************************************************
 QP0083  DESIGNATION -  292/2 BOLT
 QP0083  PID         -  QP0083
 QP0083  STATE/COUNTY-  MN/BENTON
 QP0083  COUNTRY     -  US
 QP0083  USGS QUAD   -  LITTLE ROCK LAKE (2019)
 QP0083
 QP0083                         *CURRENT SURVEY CONTROL
 QP0083  ______________________________________________________________________
 QP0083* NAD 83(1986) POSITION- 45 40 03.26   (N) 094 11 24.78   (W)   HD_HELD1
 QP0083* NAVD 88 ORTHO HEIGHT -   311.95  (+/-2cm)     1023.5   (feet) VERTCON3
 QP0083  ______________________________________________________________________
 QP0083  GEOID HEIGHT    -        -26.928 (meters)                     GEOID18
 QP0083  VERT ORDER      -  ? (See Below)
 QP0083
 QP0083.The horizontal coordinates were determined by differentially corrected
 QP0083.hand held GPS observations or other comparable positioning techniques
 QP0083.and have an estimated accuracy of +/- 3 meters.
 QP0083
 QP0083.The NAVD 88 height was computed by applying the VERTCON shift value to
 QP0083.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QP0083
 QP0083.Significant digits in the geoid height do not necessarily reflect accuracy.
 QP0083.GEOID18 height accuracy estimate available here.
 QP0083
 QP0083.The vertical order pertains to the NGVD 29 superseded value.
 QP0083
 QP0083.Click photographs - Photos may exist for this station.
 QP0083
 QP0083;                    North         East    Units  Estimated Accuracy
 QP0083;SPC MN C     -   174,200.4     804,658.6     MT  (+/- 3 meters HH1 GPS) 
 QP0083
 QP0083_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL0728857802(NAD 83)
 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
 QP0083.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QP0083.See file dsdata.pdf to determine how the superseded data were derived.
 QP0083
 QP0083_MARKER: B = BOLT
 QP0083_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 QP0083_SP_SET: UNDERGROUND TILE
 QP0083_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QP0083
 QP0083  HISTORY     - Date     Condition        Report By
 QP0083  HISTORY     - 1898     MONUMENTED       MRC
 QP0083  HISTORY     - 1934     GOOD             CGS
 QP0083
 QP0083                          STATION DESCRIPTION
 QP0083
 QP0083'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 QP0083'3.25 MI N FROM SARTELL.
 QP0083'3-1/4 MILES UPSTREAM ALONG THE LEFT BANK OF MISSISSIPPI RIVER FROM THE
 QP0083'PAPER MILL AT SARTELL, ABOUT 412 YARDS SOUTH OF THE SOUTH END OF A
 QP0083'LARGE GRANITE MOUND KNOWN AS LITTLE ROCK ABOUT 650 YARDS BACK FROM THE
 QP0083'RIVER BANK, ON A WINDING ROAD CURVING NORTHEAST AND SOUTHEAST AT THIS
 QP0083'LOCALITY, ABOUT 400 FEET DOWNSTREAM FROM A FENCE CORNER, 200 FEET
 QP0083'DOWNSTREAM FROM A LARGE GRANITE BOULDER VERY CLOSE TO THE ROAD, AND 33
 QP0083'FEET WEST OF THE CENTER LINE OF THE ROAD.  THERE ARE LARGE OUTCROPS OF
 QP0083'GRANITE ON THE EAST SIDE OF THE ROAD NEARBY.  THE TOP OF A COPPER BOLT
 QP0083'LEADED IN A TILE, ACCESS TO WHICH IS HAD THROUGH A 4-INCH IRON PIPE
 QP0083'BEARING A MISSISSIPPI RIVER COMMISSION STANDARD CAP.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 QP0082 ***********************************************************************
 QP0082  DESIGNATION -  292/2 CAP
 QP0082  PID         -  QP0082
 QP0082  STATE/COUNTY-  MN/BENTON
 QP0082  COUNTRY     -  US
 QP0082  USGS QUAD   -  LITTLE ROCK LAKE (2019)
 QP0082
 QP0082                         *CURRENT SURVEY CONTROL
 QP0082  ______________________________________________________________________
 QP0082* NAD 83(1986) POSITION- 45 40 03.26   (N) 094 11 24.78   (W)   HD_HELD1
 QP0082* NAVD 88 ORTHO HEIGHT -   313.206 (meters)     1027.58  (feet) ADJUSTED
 QP0082  ______________________________________________________________________
 QP0082  GEOID HEIGHT    -        -26.928 (meters)                     GEOID18
 QP0082  DYNAMIC HEIGHT  -        313.203 (meters)     1027.57  (feet) COMP
 QP0082  MODELED GRAVITY -    980,596.2   (mgal)                       NAVD 88
 QP0082
 QP0082  VERT ORDER      -  FIRST     CLASS I
 QP0082
 QP0082.The horizontal coordinates were determined by differentially corrected
 QP0082.hand held GPS observations or other comparable positioning techniques
 QP0082.and have an estimated accuracy of +/- 3 meters.
 QP0082
 QP0082.The orthometric height was determined by differential leveling and
 QP0082.adjusted by the NATIONAL GEODETIC SURVEY
 QP0082.in June 1991.
 QP0082
 QP0082.Significant digits in the geoid height do not necessarily reflect accuracy.
 QP0082.GEOID18 height accuracy estimate available here.
 QP0082
 QP0082.Click photographs - Photos may exist for this station.
 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     -   174,200.4     804,658.6     MT  (+/- 3 meters HH1 GPS) 
 QP0082
 QP0082_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL0728857802(NAD 83)
 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
 QP0082.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QP0082.See file dsdata.pdf to determine how the superseded data were derived.
 QP0082
 QP0082_MARKER: C = CAP OF CAP-AND-BOLT PAIR
 QP0082_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 QP0082_MARK LOGO: MRC
 QP0082_PROJECTION: PROJECTING 30 CENTIMETERS
 QP0082_MAGNETIC: P = MARKER IS A STEEL PIPE
 QP0082_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QP0082_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 QP0082+SATELLITE: SATELLITE OBSERVATIONS - August 22, 2018
 QP0082
 QP0082  HISTORY     - Date     Condition        Report By
 QP0082  HISTORY     - 1898     MONUMENTED       MRC
 QP0082  HISTORY     - 1934     GOOD             CGS
 QP0082  HISTORY     - 1976     GOOD             NGS
 QP0082  HISTORY     - 20180822 GOOD             MNDT
 QP0082
 QP0082                          STATION DESCRIPTION
 QP0082
 QP0082'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 QP0082'3.25 MI N FROM SARTELL.
 QP0082'3-1/4 MILES UPSTREAM ALONG THE LEFT BANK OF MISSISSIPPI RIVER FROM THE
 QP0082'PAPER MILL AT SARTELL, ABOUT 412 YARDS SOUTH OF THE SOUTH END OF A
 QP0082'LARGE GRANITE MOUND KNOWN AS LITTLE ROCK ABOUT 650 YARDS BACK FROM THE
 QP0082'RIVER BANK, ON A WINDING ROAD CURVING NORTHEAST AND SOUTHEAST AT THIS
 QP0082'LOCALITY, ABOUT 400 FEET DOWNSTREAM FROM A FENCE CORNER, 200 FEET
 QP0082'DOWNSTREAM FROM A LARGE GRANITE BOULDER VERY CLOSE TO THE ROAD, AND 33
 QP0082'FEET WEST OF THE CENTER LINE OF THE ROAD.  THERE ARE LARGE OUTCROPS OF
 QP0082'GRANITE ON THE EAST SIDE OF THE ROAD NEARBY.  A 4-INCH IRON PIPE
 QP0082'BEARING A MISSISSIPPI RIVER COMMISSION STANDARD CAP.
 QP0082
 QP0082                          STATION RECOVERY (1976)
 QP0082
 QP0082'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 QP0082'1.3 MILES NORTH ALONG COUNTY ROAD 33 FROM THE JUNCTION OF COUNTY
 QP0082'ROAD 29, THENCE 2.5 MILES NORTH ALONG COUNTY ROAD 55, 0.15 MILE
 QP0082'NORTH OF THE JUNCTION OF WATAB TOWNSHIP ROAD 2 LEADING WEST, ON THE
 QP0082'OUTSIDE OF A CURVE, 284 FT. SOUTH OF THE JUNCTION OF A DRIVEWAY
 QP0082'LEADING EAST TO FIRE NUMBER 329A, 42.5 FT. WEST OF THE CENTER LINE
 QP0082'OF THE ROAD, 58.5 FT. SOUTH OF THE CENTER LINE OF A TRACK ROAD
 QP0082'LEADING WEST, 127 FT. SOUTH OF A POWER LINE POLE WITH 2 GUY WIRES,
 QP0082'A COPPER BOLT SET IN A TILE SLAB ABOUT 3 FT. BELOW THE LEVEL OF THE
 QP0082'GROUND, ACCESS TO WHICH IS HAD THROUGH A 4-INCH IRON PIPE BEARING
 QP0082'A CAP WHICH PROJECTS 1 FT. ABOVE THE GROUND.
 QP0082
 QP0082                          STATION RECOVERY (2018)
 QP0082
 QP0082'RECOVERY NOTE BY MN DEPT OF TRANSP 2018 (MAS)
 QP0082'3.8 MI (6.1 KM) NORTH OF SARTELL, 2.5 MI (4.0 KM) NORTH ALONG COUNTY
 QP0082'ROAD 55 FROM THE JUNCTION OF COUNTY ROAD 55 AND COUNTY ROAD 33 IN
 QP0082'SARTELL, 42.5 FT (13.0 M) WEST OF COUNTY ROAD 55, 284.0 FT (86.6 M)
 QP0082'SOUTH OF A DRIVEWAY EAST AT FIRE NUMBER 329A, ALONG A CURVE, 58.5 FT
 QP0082'(17.8 M) SOUTH OF A BITUMINOUS ROAD WEST (DRIVEWAY NUMBER 329 B),
 QP0082'127.0 FT (38.7 M) SOUTH OF A POWER POLE WITH 2 GUY WIRES.  NO WITNESS
 QP0082'POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 QP0086 ***********************************************************************
 QP0086  DESIGNATION -  293/2 BOLT
 QP0086  PID         -  QP0086
 QP0086  STATE/COUNTY-  MN/BENTON
 QP0086  COUNTRY     -  US
 QP0086  USGS QUAD   -  LITTLE ROCK LAKE (2019)
 QP0086
 QP0086                         *CURRENT SURVEY CONTROL
 QP0086  ______________________________________________________________________
 QP0086* NAD 83(1986) POSITION- 45 41 53.     (N) 094 12 27.     (W)   SCALED
 QP0086* NAVD 88 ORTHO HEIGHT -   314.11  (+/-2cm)     1030.5   (feet) VERTCON3
 QP0086  ______________________________________________________________________
 QP0086  GEOID HEIGHT    -        -26.882 (meters)                     GEOID18
 QP0086  VERT ORDER      -  ? (See Below)
 QP0086
 QP0086.The horizontal coordinates were scaled from a map and have
 QP0086.an estimated accuracy of +/- 6 seconds.
 QP0086
 QP0086.The NAVD 88 height was computed by applying the VERTCON shift value to
 QP0086.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QP0086
 QP0086.Significant digits in the geoid height do not necessarily reflect accuracy.
 QP0086.GEOID18 height accuracy estimate available here.
 QP0086
 QP0086.The vertical order pertains to the NGVD 29 superseded value.
 QP0086
 QP0086.Click photographs - Photos may exist for this station.
 QP0086
 QP0086;                    North         East    Units  Estimated Accuracy
 QP0086;SPC MN C     -   177,590.      803,310.      MT  (+/- 180 meters Scaled)
 QP0086
 QP0086_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL059612(NAD 83)
 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
 QP0086.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QP0086.See file dsdata.pdf to determine how the superseded data were derived.
 QP0086
 QP0086_MARKER: B = BOLT
 QP0086_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 QP0086_SP_SET: UNDERGROUND TILE
 QP0086_PROJECTION: RECESSED 91 CENTIMETERS
 QP0086_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QP0086
 QP0086  HISTORY     - Date     Condition        Report By
 QP0086  HISTORY     - UNK      MONUMENTED       MRC
 QP0086  HISTORY     - 1934     GOOD             CGS
 QP0086
 QP0086                          STATION DESCRIPTION
 QP0086
 QP0086'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 QP0086'4 MI S FROM RICE.
 QP0086'ABOUT 4 MILES SOUTH ALONG THE RIVER ROAD (COUNTY AID ROAD 21) FROM THE
 QP0086'NORTHERN PACIFIC RAILWAY STATION AT RICE, 250 FEET SOUTH OF THE
 QP0086'EAST-WEST QUARTER LINE OF SECTION 16, T 37 N, R 31 W, 100 FEET EAST OF
 QP0086'THE EAST BANK OF THE MISSISSIPPI RIVER, ON PROPERTY OF WALTER
 QP0086'ANDERSON, ABOUT 380 YARDS NORTH OF THE ANDERSON HOUSE, ON THE TOP OF A
 QP0086'SLOPE, AND IN A SMALL CLEARING.  IN 1898 THE MARK WAS REFERENCED BY
 QP0086'THE FOLLOWING BLAZED TREES-- 15-INCH OAK, 10 YARDS DISTANT IN AZIMUTH
 QP0086'197 DEGREES.  20-INCH OAK, 15 YARDS DISTANT IN AZIMUTH 287-1/2
 QP0086'DEGREES.  AND 18-INCH OAK, 16 FEET DISTANT IN AZIMUTH 26 DEGREES. THE
 QP0086'TOP OF A COPPER BOLT LEADED IN A TILE ABOUT 3 FEET UNDERGROUND, ACCESS
 QP0086'TO WHICH IS HAD THROUGH A 4-INCH IRON PIPE BEARING A MISSISSIPPI RIVER
 QP0086'COMMISSION STANDARD CAP AND PROJECTING ABOUT 1 FOOT ABOVE GROUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 QP0085 ***********************************************************************
 QP0085  DESIGNATION -  293/2 CAP
 QP0085  PID         -  QP0085
 QP0085  STATE/COUNTY-  MN/BENTON
 QP0085  COUNTRY     -  US
 QP0085  USGS QUAD   -  LITTLE ROCK LAKE (2019)
 QP0085
 QP0085                         *CURRENT SURVEY CONTROL
 QP0085  ______________________________________________________________________
 QP0085* NAD 83(1986) POSITION- 45 41 53.     (N) 094 12 27.     (W)   SCALED
 QP0085* NAVD 88 ORTHO HEIGHT -   315.32  (+/-2cm)     1034.5   (feet) VERTCON3
 QP0085  ______________________________________________________________________
 QP0085  GEOID HEIGHT    -        -26.882 (meters)                     GEOID18
 QP0085  VERT ORDER      -  ? (See Below)
 QP0085
 QP0085.The horizontal coordinates were scaled from a map and have
 QP0085.an estimated accuracy of +/- 6 seconds.
 QP0085
 QP0085.The NAVD 88 height was computed by applying the VERTCON shift value to
 QP0085.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QP0085
 QP0085.Significant digits in the geoid height do not necessarily reflect accuracy.
 QP0085.GEOID18 height accuracy estimate available here.
 QP0085
 QP0085.The vertical order pertains to the NGVD 29 superseded value.
 QP0085
 QP0085.Click photographs - Photos may exist for this station.
 QP0085
 QP0085;                    North         East    Units  Estimated Accuracy
 QP0085;SPC MN C     -   177,590.      803,310.      MT  (+/- 180 meters Scaled)
 QP0085
 QP0085_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL059612(NAD 83)
 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
 QP0085.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QP0085.See file dsdata.pdf to determine how the superseded data were derived.
 QP0085
 QP0085_MARKER: C = CAP OF CAP-AND-BOLT PAIR
 QP0085_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 QP0085_MARK LOGO: MRC
 QP0085_MAGNETIC: P = MARKER IS A STEEL PIPE
 QP0085_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QP0085
 QP0085  HISTORY     - Date     Condition        Report By
 QP0085  HISTORY     - 1898     MONUMENTED       MRC
 QP0085  HISTORY     - 1934     GOOD             CGS
 QP0085
 QP0085                          STATION DESCRIPTION
 QP0085
 QP0085'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 QP0085'4 MI S FROM RICE.
 QP0085'ABOUT 4 MILES SOUTH ALONG THE RIVER ROAD (COUNTY AID ROAD 21) FROM THE
 QP0085'NORTHERN PACIFIC RAILWAY STATION AT RICE, 250 FEET SOUTH OF THE
 QP0085'EAST-WEST QUARTER LINE OF SECTION 16, T 37 N, R 31 W, 100 FEET EAST OF
 QP0085'THE EAST BANK OF THE MISSISSIPPI RIVER, ON PROPERTY OF WALTER
 QP0085'ANDERSON, ABOUT 380 YARDS NORTH OF THE ANDERSON HOUSE, ON THE TOP OF A
 QP0085'SLOPE, AND IN A SMALL CLEARING.  IN 1898 THE MARK WAS REFERENCED BY
 QP0085'THE FOLLOWING BLAZED TREES-- 15-INCH OAK, 10 YARDS DISTANT IN AZIMUTH
 QP0085'197 DEGREES.  20-INCH OAK, 15 YARDS DISTANT IN AZIMUTH 287-1/2
 QP0085'DEGREES.  AND 18-INCH OAK, 16 FEET DISTANT IN AZIMUTH 26 DEGREES.  A
 QP0085'4-INCH IRON PIPE BEARING A MISSISSIPPI RIVER COMMISSION STANDARD CAP
 QP0085'AND PROJECTING ABOUT 1 FOOT ABOVE GROUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 QP0094 ***********************************************************************
 QP0094  DESIGNATION -  294/2 CAP
 QP0094  PID         -  QP0094
 QP0094  STATE/COUNTY-  MN/BENTON
 QP0094  COUNTRY     -  US
 QP0094  USGS QUAD   -  LITTLE ROCK LAKE (2019)
 QP0094
 QP0094                         *CURRENT SURVEY CONTROL
 QP0094  ______________________________________________________________________
 QP0094* NAD 83(1986) POSITION- 45 43 46.40   (N) 094 12 52.85   (W)   HD_HELD1
 QP0094* NAVD 88 ORTHO HEIGHT -   322.481 (meters)     1058.01  (feet) ADJUSTED
 QP0094  ______________________________________________________________________
 QP0094  GEOID HEIGHT    -        -26.858 (meters)                     GEOID18
 QP0094  DYNAMIC HEIGHT  -        322.480 (meters)     1058.00  (feet) COMP
 QP0094  MODELED GRAVITY -    980,603.9   (mgal)                       NAVD 88
 QP0094
 QP0094  VERT ORDER      -  FIRST     CLASS I
 QP0094
 QP0094.The horizontal coordinates were determined by differentially corrected
 QP0094.hand held GPS observations or other comparable positioning techniques
 QP0094.and have an estimated accuracy of +/- 3 meters.
 QP0094
 QP0094.The orthometric height was determined by differential leveling and
 QP0094.adjusted by the NATIONAL GEODETIC SURVEY
 QP0094.in June 1991.
 QP0094
 QP0094.Significant digits in the geoid height do not necessarily reflect accuracy.
 QP0094.GEOID18 height accuracy estimate available here.
 QP0094
 QP0094.Click photographs - Photos may exist for this station.
 QP0094
 QP0094.The dynamic height is computed by dividing the NAVD 88
 QP0094.geopotential number by the normal gravity value computed on the
 QP0094.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QP0094.degrees latitude (g = 980.6199 gals.).
 QP0094
 QP0094.The modeled gravity was interpolated from observed gravity values.
 QP0094
 QP0094;                    North         East    Units  Estimated Accuracy
 QP0094;SPC MN C     -   181,088.4     802,749.2     MT  (+/- 3 meters HH1 GPS) 
 QP0094
 QP0094_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL0548764717(NAD 83)
 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
 QP0094.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QP0094.See file dsdata.pdf to determine how the superseded data were derived.
 QP0094
 QP0094_MARKER: C = CAP OF CAP-AND-BOLT PAIR
 QP0094_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 QP0094_MARK LOGO: MRC
 QP0094_PROJECTION: PROJECTING 10 CENTIMETERS
 QP0094_MAGNETIC: P = MARKER IS A STEEL PIPE
 QP0094_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QP0094_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QP0094+SATELLITE: SATELLITE OBSERVATIONS - June 10, 2020
 QP0094
 QP0094  HISTORY     - Date     Condition        Report By
 QP0094  HISTORY     - 1898     MONUMENTED       MRC
 QP0094  HISTORY     - 1934     GOOD             CGS
 QP0094  HISTORY     - 1976     GOOD             NGS
 QP0094  HISTORY     - 20080504 GOOD             GEOCAC
 QP0094  HISTORY     - 20180828 GOOD             MNDT
 QP0094  HISTORY     - 20200610 GOOD             MNDT
 QP0094
 QP0094                          STATION DESCRIPTION
 QP0094
 QP0094'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 QP0094'1.5 MI S FROM RICE.
 QP0094'1-1/2 MILES SOUTH ALONG THE RIVER ROAD (COUNTY AID ROAD 21) FROM THE
 QP0094'NORTHERN PACIFIC RAILWAY STATION AT RICE, IN SECTION 4, T 37 N, R 31
 QP0094'W, ON PROPERTY OF ETHEL GRAVES, ABOUT 500 FEET SOUTH OF THE FARMHOUSE,
 QP0094'210 YARDS SOUTH OF THE SOUTH END OF NORTH-AND-SOUTH TANGENT IN THE
 QP0094'RIVER ROAD, ABOUT 220 YARDS BACK FROM THE LEFT BANK OF THE MISSISSIPPI
 QP0094'RIVER, 24 FEET BACK FROM A ROAD SKIRTING THE RIVER BANK, 6 FEET BACK
 QP0094'FROM A FENCE, AND IN A CATTLE LANE.  A 4-INCH IRON PIPE BEARING A
 QP0094'MISSISSIPPI RIVER COMMISSION STANDARD CAP AND PROJECTING ABOUT 15
 QP0094'INCHES ABOVE GROUND.
 QP0094
 QP0094                          STATION RECOVERY (1976)
 QP0094
 QP0094'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 QP0094'2.8 MILES SOUTHEAST ALONG U.S. HIGHWAY 10 FROM THE JUNCTIN OF COUNTY
 QP0094'HIGHWAYS 2 AND 12, THENCE 0.8 MILE WEST ALONG WATAB TOWNSHIP ROAD 6,
 QP0094'THENCE 0.9 MILE NORTH ALONG COUNTY ROAD 55, THENCE 0.05 MILE WEST
 QP0094'ALONG A DRIVEWAY TO THE GRAVES FARMHOUSE, 495 FT. SOUTH-SOUTHEAST
 QP0094'OF THE SOUTHEAST CORNER OF THE TWO STORY HOUSE, AT THE SOUTHWEST
 QP0094'CORNER OF A FIELD, 25.5 FT. EAST OF THE CENTER LINE OF A FIELD ROAD
 QP0094'ALONG THE EAST SIDE OF A ROW OF TREES, A COPPER BOLT SET IN A TILE
 QP0094'SLAB ABOUT 4 FT. BELOW THE LEVEL OF THE GROUND, ACCESS TO WHICH IS
 QP0094'HAD THROUGH A 4-INCH IRON PIPE BEARING A CAP WHICH PROJECTS 0.3 FT.
 QP0094'ABOVE THE GROUND.
 QP0094
 QP0094                          STATION RECOVERY (2008)
 QP0094
 QP0094'RECOVERY NOTE BY GEOCACHING 2008
 QP0094'AT BEND IN THE RIVER REGIONAL PARK. 150.9 M (495 FT) SOUTH-SOUTHEAST
 QP0094'OF THE SOUTHEAST CORNER OF TWO STORY HOUSE, 9.1 M (30 FT) NORTHEAST OF
 QP0094'THE CENTER LINE OF A MOWED TRAIL, 0.2 M (0.7 FT) NORTH-NORTHWEST OF A
 QP0094'WITNESS POST. A 4-INCH IRON PIPE BEARING A MISSISSIPPI RIVER
 QP0094'COMMISSION STANDARD CAP AND PROJECTING 0.1 M (5 IN) ABOVE GROUND.
 QP0094
 QP0094                          STATION RECOVERY (2018)
 QP0094
 QP0094'RECOVERY NOTE BY MN DEPT OF TRANSP 2018 (MAS)
 QP0094'4.5 MI (7.2 KM) SOUTH OF RICE, 0.35 MI (0.56 KM) SOUTHWEST ALONG
 QP0094'COUNTY ROAD 2 FROM THE JUNCTION OF COUNTY ROAD 2 AND TRUNK HIGHWAY 10
 QP0094'IN RICE, THEN 1.6 MI (2.6 KM) SOUTHEAST AND SOUTH ON COUNTY ROAD 55 TO
 QP0094'A PARKING AREA FOR 'BEND IN THE RIVER REGIONAL PARK', THEN WALK 500.0
 QP0094'FT (152.4 M) SOUTH ON A GRAVEL TRAIL, 495.0 FT (150.9 M)
 QP0094'SOUTH-SOUTHEAST OF THE SOUTHEAST CORNER OF A HOUSE, AT THE SOUTHWEST
 QP0094'CORNER OF A FIELD, 25.5 FT (7.8 M) EAST OF A GRAVEL TRAIL, 1.0 FT (0.3
 QP0094'M) NORTH OF A WITNESS POST.
 QP0094
 QP0094                          STATION RECOVERY (2020)
 QP0094
 QP0094'RECOVERY NOTE BY MN DEPT OF TRANSP 2020 (TJD)
 QP0094'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 QP0101 ***********************************************************************
 QP0101  DESIGNATION -  296/2 BOLT
 QP0101  PID         -  QP0101
 QP0101  STATE/COUNTY-  MN/BENTON
 QP0101  COUNTRY     -  US
 QP0101  USGS QUAD   -  ROYALTON (2019)
 QP0101
 QP0101                         *CURRENT SURVEY CONTROL
 QP0101  ______________________________________________________________________
 QP0101* NAD 83(1986) POSITION- 45 47 06.     (N) 094 17 41.     (W)   SCALED
 QP0101* NAVD 88 ORTHO HEIGHT -   318.38  (+/-2cm)     1044.6   (feet) VERTCON3
 QP0101  ______________________________________________________________________
 QP0101  GEOID HEIGHT    -        -26.774 (meters)                     GEOID18
 QP0101  VERT ORDER      -  ? (See Below)
 QP0101
 QP0101.The horizontal coordinates were scaled from a map and have
 QP0101.an estimated accuracy of +/- 6 seconds.
 QP0101
 QP0101.The NAVD 88 height was computed by applying the VERTCON shift value to
 QP0101.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QP0101
 QP0101.Significant digits in the geoid height do not necessarily reflect accuracy.
 QP0101.GEOID18 height accuracy estimate available here.
 QP0101
 QP0101.The vertical order pertains to the NGVD 29 superseded value.
 QP0101
 QP0101.Click photographs - Photos may exist for this station.
 QP0101
 QP0101;                    North         East    Units  Estimated Accuracy
 QP0101;SPC MN C     -   187,250.      796,520.      MT  (+/- 180 meters Scaled)
 QP0101
 QP0101_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUL993709(NAD 83)
 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
 QP0101.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QP0101.See file dsdata.pdf to determine how the superseded data were derived.
 QP0101
 QP0101_MARKER: B = BOLT
 QP0101_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 QP0101_SP_SET: UNDERGROUND TILE
 QP0101_PROJECTION: RECESSED 91 CENTIMETERS
 QP0101_MAGNETIC: P = MARKER IS A STEEL PIPE
 QP0101_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QP0101
 QP0101  HISTORY     - Date     Condition        Report By
 QP0101  HISTORY     - 1898     MONUMENTED       MRC
 QP0101  HISTORY     - 1947     GOOD             USACE
 QP0101  HISTORY     - 20180828 MARK NOT FOUND   MNDT
 QP0101
 QP0101                          STATION DESCRIPTION
 QP0101
 QP0101'DESCRIBED BY US ARMY CORPS OF ENGINEERS 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.
 QP0101
 QP0101                          STATION RECOVERY (2018)
 QP0101
 QP0101'RECOVERY NOTE BY MN DEPT OF TRANSP 2018 (MAS)
 QP0101'AFTER A THOROUGH FIELD SEARCH MARK WAS NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 QP0100 ***********************************************************************
 QP0100  DESIGNATION -  296/2 CAP
 QP0100  PID         -  QP0100
 QP0100  STATE/COUNTY-  MN/BENTON
 QP0100  COUNTRY     -  US
 QP0100  USGS QUAD   -  ROYALTON (2019)
 QP0100
 QP0100                         *CURRENT SURVEY CONTROL
 QP0100  ______________________________________________________________________
 QP0100* NAD 83(1986) POSITION- 45 47 06.     (N) 094 17 42.     (W)   SCALED
 QP0100* NAVD 88 ORTHO HEIGHT -   319.59  (+/-2cm)     1048.5   (feet) VERTCON3
 QP0100  ______________________________________________________________________
 QP0100  GEOID HEIGHT    -        -26.774 (meters)                     GEOID18
 QP0100  VERT ORDER      -  ? (See Below)
 QP0100
 QP0100.The horizontal coordinates were scaled from a map and have
 QP0100.an estimated accuracy of +/- 6 seconds.
 QP0100
 QP0100.The NAVD 88 height was computed by applying the VERTCON shift value to
 QP0100.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QP0100
 QP0100.Significant digits in the geoid height do not necessarily reflect accuracy.
 QP0100.GEOID18 height accuracy estimate available here.
 QP0100
 QP0100.The vertical order pertains to the NGVD 29 superseded value.
 QP0100
 QP0100.Click photographs - Photos may exist for this station.
 QP0100
 QP0100;                    North         East    Units  Estimated Accuracy
 QP0100;SPC MN C     -   187,250.      796,500.      MT  (+/- 180 meters Scaled)
 QP0100
 QP0100_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUL993709(NAD 83)
 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
 QP0100.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QP0100.See file dsdata.pdf to determine how the superseded data were derived.
 QP0100
 QP0100_MARKER: C = CAP OF CAP-AND-BOLT PAIR
 QP0100_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 QP0100_MARK LOGO: MRC
 QP0100_MAGNETIC: P = MARKER IS A STEEL PIPE
 QP0100_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QP0100
 QP0100  HISTORY     - Date     Condition        Report By
 QP0100  HISTORY     - 1898     MONUMENTED       MRC
 QP0100  HISTORY     - 1947     GOOD             DOD
 QP0100  HISTORY     - 20180828 MARK NOT FOUND   MNDT
 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.
 QP0100
 QP0100                          STATION RECOVERY (2018)
 QP0100
 QP0100'RECOVERY NOTE BY MN DEPT OF TRANSP 2018 (MAS)
 QP0100'AFTER A THOROUGH FIELD SEARCH MARK WAS NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 QP0104 ***********************************************************************
 QP0104  DESIGNATION -  297/2 BOLT
 QP0104  PID         -  QP0104
 QP0104  STATE/COUNTY-  MN/BENTON
 QP0104  COUNTRY     -  US
 QP0104  USGS QUAD   -  ROYALTON (2019)
 QP0104
 QP0104                         *CURRENT SURVEY CONTROL
 QP0104  ______________________________________________________________________
 QP0104* NAD 83(1986) POSITION- 45 48 45.     (N) 094 20 09.     (W)   SCALED
 QP0104* NAVD 88 ORTHO HEIGHT -   324.64  (+/-2cm)     1065.1   (feet) VERTCON3
 QP0104  ______________________________________________________________________
 QP0104  GEOID HEIGHT    -        -26.725 (meters)                     GEOID18
 QP0104  VERT ORDER      -  ? (See Below)
 QP0104
 QP0104.The horizontal coordinates were scaled from a map and have
 QP0104.an estimated accuracy of +/- 6 seconds.
 QP0104
 QP0104.The NAVD 88 height was computed by applying the VERTCON shift value to
 QP0104.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QP0104
 QP0104.Significant digits in the geoid height do not necessarily reflect accuracy.
 QP0104.GEOID18 height accuracy estimate available here.
 QP0104
 QP0104.The vertical order pertains to the NGVD 29 superseded value.
 QP0104
 QP0104.Click photographs - Photos may exist for this station.
 QP0104
 QP0104;                    North         East    Units  Estimated Accuracy
 QP0104;SPC MN C     -   190,310.      793,330.      MT  (+/- 180 meters Scaled)
 QP0104
 QP0104_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUL962740(NAD 83)
 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
 QP0104.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QP0104.See file dsdata.pdf to determine how the superseded data were derived.
 QP0104
 QP0104_MARKER: B = BOLT
 QP0104_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 QP0104_SP_SET: UNDERGROUND TILE
 QP0104_PROJECTION: RECESSED 91 CENTIMETERS
 QP0104_MAGNETIC: P = MARKER IS A STEEL PIPE
 QP0104_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QP0104
 QP0104  HISTORY     - Date     Condition        Report By
 QP0104  HISTORY     - 1898     MONUMENTED       MRC
 QP0104  HISTORY     - 1934     GOOD             CGS
 QP0104  HISTORY     - 20180828 MARK NOT FOUND   MNDT
 QP0104
 QP0104                          STATION DESCRIPTION
 QP0104
 QP0104'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 QP0104'0.25 MI SE FROM ROYALTON.
 QP0104'IN BENTON COUNTY, ABOUT 1/4 MILE SOUTHEAST ALONG U.S. HIGHWAY 10 FROM
 QP0104'A POINT OPPOSITE THE NORTHERN PACIFIC RAILWAY STATION AT ROYALTON,
 QP0104'MORRISON COUNTY, THENCE ABOUT 1 MILE SOUTH ALONG A COUNTY ROAD, THENCE
 QP0104'2-1/2 MILES WEST ALONG A COUNTY ROAD, IN SECTION 4, T 38 N, R 32 W,
 QP0104'ABOUT 0.2 MILE BACK FROM THE LEFT BANK OF THE MISSISSIPPI RIVER, ON
 QP0104'PROPERTY OF JAKE BURGGRAFF, ON THE SOUTH EDGE OF HIGH BENCH LAND TO
 QP0104'THE EAST OF THE FARM BUILDINGS, WEST OF A LARGE CIRCULAR LOW SECTION
 QP0104'OF LAND, 100 FEET EAST ALONG A ROAD FROM THE TOP OF THE SLOPE DOWN THE
 QP0104'SIDE OF THE BENCH, 60 FEET SOUTH OF THE ROAD, AND ON THE TOP OF THE
 QP0104'SLOPE.  THE TOP OF A COPPER BOLT LEADED IN A TILE ABOUT 3 FEET
 QP0104'UNDERGROUND, ACCESS TO WHICH IS HAD THROUGH A 4-INCH IRON PIPE BEARING
 QP0104'A MISSISSIPPI RIVER COMMISSION STANDARD CAP AND PROJECTING ABOUT 15
 QP0104'INCHES ABOVE GROUND.
 QP0104
 QP0104                          STATION RECOVERY (2018)
 QP0104
 QP0104'RECOVERY NOTE BY MN DEPT OF TRANSP 2018 (MAS)
 QP0104'AFTER A THOROUGH FIELD SEARCH MARK WAS NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 QP0103 ***********************************************************************
 QP0103  DESIGNATION -  297/2 CAP
 QP0103  PID         -  QP0103
 QP0103  STATE/COUNTY-  MN/BENTON
 QP0103  COUNTRY     -  US
 QP0103  USGS QUAD   -  ROYALTON (2019)
 QP0103
 QP0103                         *CURRENT SURVEY CONTROL
 QP0103  ______________________________________________________________________
 QP0103* NAD 83(1986) POSITION- 45 48 45.     (N) 094 20 09.     (W)   SCALED
 QP0103* NAVD 88 ORTHO HEIGHT -   325.85  (+/-2cm)     1069.1   (feet) VERTCON3
 QP0103  ______________________________________________________________________
 QP0103  GEOID HEIGHT    -        -26.725 (meters)                     GEOID18
 QP0103  VERT ORDER      -  ? (See Below)
 QP0103
 QP0103.The horizontal coordinates were scaled from a map and have
 QP0103.an estimated accuracy of +/- 6 seconds.
 QP0103
 QP0103.The NAVD 88 height was computed by applying the VERTCON shift value to
 QP0103.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QP0103
 QP0103.Significant digits in the geoid height do not necessarily reflect accuracy.
 QP0103.GEOID18 height accuracy estimate available here.
 QP0103
 QP0103.The vertical order pertains to the NGVD 29 superseded value.
 QP0103
 QP0103.Click photographs - Photos may exist for this station.
 QP0103
 QP0103;                    North         East    Units  Estimated Accuracy
 QP0103;SPC MN C     -   190,310.      793,330.      MT  (+/- 180 meters Scaled)
 QP0103
 QP0103_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUL962740(NAD 83)
 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
 QP0103.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QP0103.See file dsdata.pdf to determine how the superseded data were derived.
 QP0103
 QP0103_MARKER: C = CAP OF CAP-AND-BOLT PAIR
 QP0103_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 QP0103_MARK LOGO: MRC
 QP0103_PROJECTION: PROJECTING 38 CENTIMETERS
 QP0103_MAGNETIC: P = MARKER IS A STEEL PIPE
 QP0103_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QP0103
 QP0103  HISTORY     - Date     Condition        Report By
 QP0103  HISTORY     - 1898     MONUMENTED       MRC
 QP0103  HISTORY     - 1934     GOOD             CGS
 QP0103  HISTORY     - 20180828 MARK NOT FOUND   MNDT
 QP0103
 QP0103                          STATION DESCRIPTION
 QP0103
 QP0103'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 QP0103'0.25 MI SE FROM ROYALTON.
 QP0103'IN BENTON COUNTY, ABOUT 1/4 MILE SOUTHEAST ALONG U.S. HIGHWAY 10 FROM
 QP0103'A POINT OPPOSITE THE NORTHERN PACIFIC RAILWAY STATION AT ROYALTON,
 QP0103'MORRISON COUNTY, THENCE ABOUT 1 MILE SOUTH ALONG A COUNTY ROAD, THENCE
 QP0103'2-1/2 MILES WEST ALONG A COUNTY ROAD, IN SECTION 4, T 38 N, R 32 W,
 QP0103'ABOUT 0.2 MILE BACK FROM THE LEFT BANK OF THE MISSISSIPPI RIVER, ON
 QP0103'PROPERTY OF JAKE BURGGRAFF, ON THE SOUTH EDGE OF HIGH BENCH LAND TO
 QP0103'THE EAST OF THE FARM BUILDINGS, WEST OF A LARGE CIRCULAR LOW SECTION
 QP0103'OF LAND, 100 FEET EAST ALONG A ROAD FROM THE TOP OF THE SLOPE DOWN THE
 QP0103'SIDE OF THE BENCH, 60 FEET SOUTH OF THE ROAD, AND ON THE TOP OF THE
 QP0103'SLOPE.  A 4-INCH IRON PIPE BEARING A MISSISSIPPI RIVER COMMISSION
 QP0103'STANDARD CAP AND PROJECTING ABOUT 15 INCHES ABOVE GROUND.
 QP0103
 QP0103                          STATION RECOVERY (2018)
 QP0103
 QP0103'RECOVERY NOTE BY MN DEPT OF TRANSP 2018 (MAS)
 QP0103'AFTER A THOROUGH FIELD SEARCH MARK WAS NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 QP0107 ***********************************************************************
 QP0107  DESIGNATION -  298/2 BOLT
 QP0107  PID         -  QP0107
 QP0107  STATE/COUNTY-  MN/MORRISON
 QP0107  COUNTRY     -  US
 QP0107  USGS QUAD   -  ROYALTON (2019)
 QP0107
 QP0107                         *CURRENT SURVEY CONTROL
 QP0107  ______________________________________________________________________
 QP0107* NAD 83(1986) POSITION- 45 50 45.     (N) 094 20 39.     (W)   SCALED
 QP0107* NAVD 88 ORTHO HEIGHT -   331.33  (+/-2cm)     1087.0   (feet) VERTCON3
 QP0107  ______________________________________________________________________
 QP0107  GEOID HEIGHT    -        -26.694 (meters)                     GEOID18
 QP0107  VERT ORDER      -  ? (See Below)
 QP0107
 QP0107.The horizontal coordinates were scaled from a map and have
 QP0107.an estimated accuracy of +/- 6 seconds.
 QP0107
 QP0107.The NAVD 88 height was computed by applying the VERTCON shift value to
 QP0107.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QP0107
 QP0107.Significant digits in the geoid height do not necessarily reflect accuracy.
 QP0107.GEOID18 height accuracy estimate available here.
 QP0107
 QP0107.The vertical order pertains to the NGVD 29 superseded value.
 QP0107
 QP0107.Click photographs - Photos may exist for this station.
 QP0107
 QP0107;                    North         East    Units  Estimated Accuracy
 QP0107;SPC MN C     -   194,020.      792,690.      MT  (+/- 180 meters Scaled)
 QP0107
 QP0107_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUL956777(NAD 83)
 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
 QP0107.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QP0107.See file dsdata.pdf to determine how the superseded data were derived.
 QP0107
 QP0107_MARKER: B = BOLT
 QP0107_SETTING: 21 = SET IN CONCRETE IN A CLAY TILE PIPE
 QP0107_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QP0107
 QP0107  HISTORY     - Date     Condition        Report By
 QP0107  HISTORY     - 1898     MONUMENTED       MRC
 QP0107  HISTORY     - 1947     MARK NOT FOUND   USACE
 QP0107
 QP0107                          STATION DESCRIPTION
 QP0107
 QP0107'DESCRIBED BY US ARMY CORPS OF ENGINEERS 1947
 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'T39N, R32W, 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 = MARCH 21, 2026 06:05:54 EDT
 QP0110 ***********************************************************************
 QP0110  DESIGNATION -  299/2 BOLT
 QP0110  PID         -  QP0110
 QP0110  STATE/COUNTY-  MN/MORRISON
 QP0110  COUNTRY     -  US
 QP0110  USGS QUAD   -  LITTLE FALLS EAST (2019)
 QP0110
 QP0110                         *CURRENT SURVEY CONTROL
 QP0110  ______________________________________________________________________
 QP0110* NAD 83(1986) POSITION- 45 53 00.     (N) 094 21 26.     (W)   SCALED
 QP0110* NAVD 88 ORTHO HEIGHT -   332.76  (+/-2cm)     1091.7   (feet) VERTCON3
 QP0110  ______________________________________________________________________
 QP0110  GEOID HEIGHT    -        -26.658 (meters)                     GEOID18
 QP0110  VERT ORDER      -  ? (See Below)
 QP0110
 QP0110.The horizontal coordinates were scaled from a map and have
 QP0110.an estimated accuracy of +/- 6 seconds.
 QP0110
 QP0110.The NAVD 88 height was computed by applying the VERTCON shift value to
 QP0110.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QP0110
 QP0110.Significant digits in the geoid height do not necessarily reflect accuracy.
 QP0110.GEOID18 height accuracy estimate available here.
 QP0110
 QP0110.The vertical order pertains to the NGVD 29 superseded value.
 QP0110
 QP0110.Click photographs - Photos may exist for this station.
 QP0110
 QP0110;                    North         East    Units  Estimated Accuracy
 QP0110;SPC MN C     -   198,190.      791,680.      MT  (+/- 180 meters Scaled)
 QP0110
 QP0110_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUL946819(NAD 83)
 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
 QP0110.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QP0110.See file dsdata.pdf to determine how the superseded data were derived.
 QP0110
 QP0110_MARKER: B = BOLT
 QP0110_SETTING: 21 = SET IN CONCRETE IN A CLAY TILE PIPE
 QP0110_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QP0110
 QP0110  HISTORY     - Date     Condition        Report By
 QP0110  HISTORY     - 1898     MONUMENTED       MRC
 QP0110  HISTORY     - 1934     GOOD             CGS
 QP0110
 QP0110                          STATION DESCRIPTION
 QP0110
 QP0110'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 QP0110'4.5 MI N FROM ROYALTON.
 QP0110'4-1/2 MILES UPSTREAM ALONG THE LEFT BANK FROM THE BRIDGE OVER
 QP0110'MISSISSIPPI RIVER WEST OF ROYALTON, ABOUT 700 FEET NORTH OF THE SOUTH
 QP0110'LINE OF SECTION 8, T39N, R32W, 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 = MARCH 21, 2026 06:05:54 EDT
 QQ0063 ***********************************************************************
 QQ0063  DESIGNATION -  3
 QQ0063  PID         -  QQ0063
 QQ0063  STATE/COUNTY-  MN/BIG STONE
 QQ0063  COUNTRY     -  US
 QQ0063  USGS QUAD   -  ORTONVILLE (2019)
 QQ0063
 QQ0063                         *CURRENT SURVEY CONTROL
 QQ0063  ______________________________________________________________________
 QQ0063* NAD 83(1986) POSITION- 45 18 16.     (N) 096 26 48.     (W)   SCALED
 QQ0063* NAVD 88 ORTHO HEIGHT -   295.949 (meters)      970.96  (feet) ADJUSTED
 QQ0063  ______________________________________________________________________
 QQ0063  GEOID HEIGHT    -        -26.086 (meters)                     GEOID18
 QQ0063  DYNAMIC HEIGHT  -        295.931 (meters)      970.90  (feet) COMP
 QQ0063  MODELED GRAVITY -    980,546.3   (mgal)                       NAVD 88
 QQ0063
 QQ0063  VERT ORDER      -  FIRST     CLASS II
 QQ0063
 QQ0063.The horizontal coordinates were scaled from a map and have
 QQ0063.an estimated accuracy of +/- 6 seconds.
 QQ0063
 QQ0063.The orthometric height was determined by differential leveling and
 QQ0063.adjusted by the NATIONAL GEODETIC SURVEY
 QQ0063.in June 1991.
 QQ0063
 QQ0063.Significant digits in the geoid height do not necessarily reflect accuracy.
 QQ0063.GEOID18 height accuracy estimate available here.
 QQ0063
 QQ0063.Click photographs - Photos may exist for this station.
 QQ0063
 QQ0063.The dynamic height is computed by dividing the NAVD 88
 QQ0063.geopotential number by the normal gravity value computed on the
 QQ0063.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QQ0063.degrees latitude (g = 980.6199 gals.).
 QQ0063
 QQ0063.The modeled gravity was interpolated from observed gravity values.
 QQ0063
 QQ0063;                    North         East    Units  Estimated Accuracy
 QQ0063;SPC MN S     -   358,930.      608,140.      MT  (+/- 180 meters Scaled)
 QQ0063
 QQ0063_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQR001199(NAD 83)
 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
 QQ0063.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QQ0063.See file dsdata.pdf to determine how the superseded data were derived.
 QQ0063
 QQ0063_MARKER: B = BOLT
 QQ0063_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QQ0063_STAMPING: UNSTAMPED
 QQ0063_MARK LOGO: USACE
 QQ0063_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QQ0063+STABILITY: SURFACE MOTION
 QQ0063
 QQ0063  HISTORY     - Date     Condition        Report By
 QQ0063  HISTORY     - 1934     MONUMENTED       USACE
 QQ0063  HISTORY     - 1934     GOOD             CGS
 QQ0063  HISTORY     - 20040805 MARK NOT FOUND   MNDT
 QQ0063  HISTORY     - 20070531 MARK NOT FOUND   MNDT
 QQ0063
 QQ0063                          STATION DESCRIPTION
 QQ0063
 QQ0063'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 QQ0063'AT ORTONVILLE.
 QQ0063'AT ORTONVILLE, BIG STONE COUNTY, ON THE NORTH SIDE OF MADISON
 QQ0063'AVENUE, 132 FEET SOUTHWEST OF THE CENTER OF A SEWER MAN-HOLE
 QQ0063'COVER AT THE CENTER OF THE INTERSECTION OF MADISON AVENUE
 QQ0063'AND FIRST STREET, 72 FEET SOUTHWEST OF A POWER-TRANSMISSION LINE
 QQ0063'POLE, 52 FEET NORTHWEST OF THE CORNERSTONE OF AN ICE HOUSE
 QQ0063'MARKED 1925, IN LINE WITH A ROW OF POLES, AT A FENCE LINE, ABOUT
 QQ0063'2 FEET LOWER THAN THE STREET, AND UNDER THE EXCAVATION DIRT
 QQ0063'FROM A DITCH.
 QQ0063
 QQ0063                          STATION RECOVERY (2004)
 QQ0063
 QQ0063'RECOVERY NOTE BY MN DEPT OF TRANSP 2004 (MMB)
 QQ0063'AT ORTONVILLE, 132 FEET SOUTHWEST OF SEWER MANHOLE COVER AT JUNCTION
 QQ0063'OF MADISON AVENUE AND 1STREET, 72 FEET SOUTHWEST OF POWER POLE, 52
 QQ0063'FEET NORTHWEST OF CORNERSTONE 1925 ICE HOUSE, IN LINE WITH POLE, AT
 QQ0063'FENCELINE
 QQ0063
 QQ0063                          STATION RECOVERY (2007)
 QQ0063
 QQ0063'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (CAG)
 QQ0063'AT ORTONVILLE, 132 FEET SOUTHWEST OF SEWER MANHOLE COVER AT JUNCTION
 QQ0063'OF MADISON AVENUE AND 1STREET, 72 FEET SOUTHWEST OF POWER POLE, 52
 QQ0063'FEET NORTHWEST OF CORNERSTONE 1925 ICE HOUSE, IN LINE WITH POLE, AT
 QQ0063'FENCELINE.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 PP0343 ***********************************************************************
 PP0343  DESIGNATION -  3 001
 PP0343  PID         -  PP0343
 PP0343  STATE/COUNTY-  MN/OLMSTED
 PP0343  COUNTRY     -  US
 PP0343  USGS QUAD   -  PINE ISLAND (2019)
 PP0343
 PP0343                         *CURRENT SURVEY CONTROL
 PP0343  ______________________________________________________________________
 PP0343* NAD 83(1986) POSITION- 44 11 33.73   (N) 092 38 54.69   (W)   HD_HELD1
 PP0343* NAVD 88 ORTHO HEIGHT -   306.548 (meters)     1005.73  (feet) ADJUSTED
 PP0343  ______________________________________________________________________
 PP0343  GEOID HEIGHT    -        -29.958 (meters)                     GEOID18
 PP0343  DYNAMIC HEIGHT  -        306.489 (meters)     1005.54  (feet) COMP
 PP0343  MODELED GRAVITY -    980,418.4   (mgal)                       NAVD 88
 PP0343
 PP0343  VERT ORDER      -  SECOND    CLASS I
 PP0343
 PP0343.The horizontal coordinates were determined by differentially corrected
 PP0343.hand held GPS observations or other comparable positioning techniques
 PP0343.and have an estimated accuracy of +/- 3 meters.
 PP0343
 PP0343.The orthometric height was determined by differential leveling and
 PP0343.adjusted by the NATIONAL GEODETIC SURVEY
 PP0343.in July 2014.
 PP0343
 PP0343.No vertical observational check was made to the station.
 PP0343
 PP0343.Significant digits in the geoid height do not necessarily reflect accuracy.
 PP0343.GEOID18 height accuracy estimate available here.
 PP0343
 PP0343.Click photographs - Photos may exist for this station.
 PP0343
 PP0343.The dynamic height is computed by dividing the NAVD 88
 PP0343.geopotential number by the normal gravity value computed on the
 PP0343.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP0343.degrees latitude (g = 980.6199 gals.).
 PP0343
 PP0343.The modeled gravity was interpolated from observed gravity values.
 PP0343
 PP0343;                    North         East    Units  Estimated Accuracy
 PP0343;SPC MN S     -   233,416.0     908,033.4     MT  (+/- 3 meters HH1 GPS) 
 PP0343
 PP0343_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWJ2808793336(NAD 83)
 PP0343
 PP0343                          SUPERSEDED SURVEY CONTROL
 PP0343
 PP0343  NAVD 88 (06/15/91)  306.544  (m)         1005.72   (f) SUPERSEDED  2 0
 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
 PP0343.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PP0343.See file dsdata.pdf to determine how the superseded data were derived.
 PP0343
 PP0343_MARKER: DB = BENCH MARK DISK
 PP0343_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 PP0343_SP_SET: BRIDGE ABUTMENT
 PP0343_STAMPING: 3 001 1972
 PP0343_MARK LOGO: MNHD
 PP0343_MAGNETIC: N = NO MAGNETIC MATERIAL
 PP0343_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PP0343_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 PP0343+SATELLITE: SATELLITE OBSERVATIONS - October 11, 2012
 PP0343
 PP0343  HISTORY     - Date     Condition        Report By
 PP0343  HISTORY     - 19720401 MONUMENTED       MNHD
 PP0343  HISTORY     - 20121011 GOOD             MNDT
 PP0343
 PP0343                          STATION DESCRIPTION
 PP0343
 PP0343'DESCRIBED BY MN HIGHWAY DEPT 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.
 PP0343
 PP0343                          STATION RECOVERY (2012)
 PP0343
 PP0343'RECOVERY NOTE BY MN DEPT OF TRANSP 2012 (MPP)
 PP0343'THE STATION IS LOCATED ABOUT 6.9 MI (11.1 KM) NORTH-NORTHWEST OF
 PP0343'DOUGLAS, 5.9 MI (9.5 KM) WEST-NORTHWEST OF ORONOCO AND 0.6 MI (1.0 KM)
 PP0343'SOUTH-SOUTHWEST OF PINE ISLAND.
 PP0343'
 PP0343'TO REACH THE MARK GO 0.2 MI (0.3 KM) SOUTH ALONG COUNTY ROAD 3 FROM
 PP0343'THE JUNCTION OF COUNTY ROAD 3 AND EIGHTH STREET SOUTHWEST IN PINE
 PP0343'ISLAND.
 PP0343'
 PP0343'THE MARK IS LOCATED IN SOUTHEAST CORNER OF COUNTY ROAD 3 BRIDGE NUMBER
 PP0343'7212 OVER ZUMBRO RIVER, 1.8 FT (0.5 M) NORTHEAST OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 RN0081 ***********************************************************************
 RN0081  DESIGNATION -  3 BOLT
 RN0081  PID         -  RN0081
 RN0081  STATE/COUNTY-  MN/ST LOUIS
 RN0081  COUNTRY     -  US
 RN0081  USGS QUAD   -  ESKO (2019)
 RN0081
 RN0081                         *CURRENT SURVEY CONTROL
 RN0081  ______________________________________________________________________
 RN0081* NAD 83(1986) POSITION- 46 41 26.     (N) 092 16 42.     (W)   SCALED
 RN0081* NAVD 88 ORTHO HEIGHT -   291.180 (meters)      955.31  (feet) ADJUSTED
 RN0081  ______________________________________________________________________
 RN0081  GEOID HEIGHT    -        -28.266 (meters)                     GEOID18
 RN0081  DYNAMIC HEIGHT  -        291.204 (meters)      955.39  (feet) COMP
 RN0081  MODELED GRAVITY -    980,689.9   (mgal)                       NAVD 88
 RN0081
 RN0081  VERT ORDER      -  FIRST     CLASS II
 RN0081
 RN0081.The horizontal coordinates were scaled from a map and have
 RN0081.an estimated accuracy of +/- 6 seconds.
 RN0081
 RN0081.The orthometric height was determined by differential leveling and
 RN0081.adjusted by the NATIONAL GEODETIC SURVEY
 RN0081.in June 1991.
 RN0081
 RN0081.Significant digits in the geoid height do not necessarily reflect accuracy.
 RN0081.GEOID18 height accuracy estimate available here.
 RN0081
 RN0081.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWM551710(NAD 83)
 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
 RN0081.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RN0081.See file dsdata.pdf to determine how the superseded data were derived.
 RN0081
 RN0081_MARKER: B = BOLT
 RN0081_SETTING: 21 = SET IN CONCRETE IN A CLAY TILE PIPE
 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 = MARCH 21, 2026 06:05:54 EDT
 RN0080 ***********************************************************************
 RN0080  DESIGNATION -  3 CAP
 RN0080  PID         -  RN0080
 RN0080  STATE/COUNTY-  MN/ST LOUIS
 RN0080  COUNTRY     -  US
 RN0080  USGS QUAD   -  ESKO (2019)
 RN0080
 RN0080                         *CURRENT SURVEY CONTROL
 RN0080  ______________________________________________________________________
 RN0080* NAD 83(1986) POSITION- 46 41 24.     (N) 092 16 42.     (W)   SCALED
 RN0080* NAVD 88 ORTHO HEIGHT -   292.400 (meters)      959.32  (feet) ADJUSTED
 RN0080  ______________________________________________________________________
 RN0080  GEOID HEIGHT    -        -28.266 (meters)                     GEOID18
 RN0080  DYNAMIC HEIGHT  -        292.425 (meters)      959.40  (feet) COMP
 RN0080  MODELED GRAVITY -    980,690.2   (mgal)                       NAVD 88
 RN0080
 RN0080  VERT ORDER      -  FIRST     CLASS II
 RN0080
 RN0080.The horizontal coordinates were scaled from a map and have
 RN0080.an estimated accuracy of +/- 6 seconds.
 RN0080
 RN0080.The orthometric height was determined by differential leveling and
 RN0080.adjusted by the NATIONAL GEODETIC SURVEY
 RN0080.in June 1991.
 RN0080
 RN0080.Significant digits in the geoid height do not necessarily reflect accuracy.
 RN0080.GEOID18 height accuracy estimate available here.
 RN0080
 RN0080.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWM551709(NAD 83)
 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
 RN0080.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RN0080.See file dsdata.pdf to determine how the superseded data were derived.
 RN0080
 RN0080_MARKER: C = CAP OF CAP-AND-BOLT PAIR
 RN0080_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 RN0080_MARK LOGO: MRC
 RN0080_MAGNETIC: P = MARKER IS A STEEL PIPE
 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 = MARCH 21, 2026 06:05:54 EDT
 SK0673 ***********************************************************************
 SK0673  DESIGNATION -  3 CER
 SK0673  PID         -  SK0673
 SK0673  STATE/COUNTY-  MN/CLEARWATER
 SK0673  COUNTRY     -  US
 SK0673  USGS QUAD   -  SHEVLIN (2019)
 SK0673
 SK0673                         *CURRENT SURVEY CONTROL
 SK0673  ______________________________________________________________________
 SK0673* NAD 83(1986) POSITION- 47 36 58.     (N) 095 16 10.     (W)   SCALED
 SK0673* NAVD 88 ORTHO HEIGHT -   456.196 (meters)     1496.70  (feet) ADJUSTED
 SK0673  ______________________________________________________________________
 SK0673  GEOID HEIGHT    -        -27.748 (meters)                     GEOID18
 SK0673  DYNAMIC HEIGHT  -        456.250 (meters)     1496.88  (feet) COMP
 SK0673  MODELED GRAVITY -    980,716.9   (mgal)                       NAVD 88
 SK0673
 SK0673  VERT ORDER      -  SECOND    CLASS 0
 SK0673
 SK0673.The horizontal coordinates were scaled from a map and have
 SK0673.an estimated accuracy of +/- 6 seconds.
 SK0673
 SK0673.The orthometric height was determined by differential leveling and
 SK0673.adjusted by the NATIONAL GEODETIC SURVEY
 SK0673.in June 1991.
 SK0673
 SK0673.Significant digits in the geoid height do not necessarily reflect accuracy.
 SK0673.GEOID18 height accuracy estimate available here.
 SK0673
 SK0673.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUN294761(NAD 83)
 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
 SK0673.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SK0673.See file dsdata.pdf to determine how the superseded data were derived.
 SK0673
 SK0673_MARKER: DD = SURVEY DISK
 SK0673_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 SK0673_SP_SET: STEP
 SK0673_STAMPING: 3 CER 1967
 SK0673_MARK LOGO: USGS
 SK0673_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SK0673
 SK0673  HISTORY     - Date     Condition        Report By
 SK0673  HISTORY     - 1967     MONUMENTED       USGS
 SK0673  HISTORY     - 20041027 GOOD             GEOCAC
 SK0673
 SK0673                          STATION DESCRIPTION
 SK0673
 SK0673'DESCRIBED BY US GEOLOGICAL SURVEY 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 = MARCH 21, 2026 06:05:54 EDT
 SK0672 ***********************************************************************
 SK0672  DESIGNATION -  3 CER RM
 SK0672  PID         -  SK0672
 SK0672  STATE/COUNTY-  MN/CLEARWATER
 SK0672  COUNTRY     -  US
 SK0672  USGS QUAD   -  SHEVLIN (2019)
 SK0672
 SK0672                         *CURRENT SURVEY CONTROL
 SK0672  ______________________________________________________________________
 SK0672* NAD 83(1986) POSITION- 47 36 58.     (N) 095 16 14.     (W)   SCALED
 SK0672* NAVD 88 ORTHO HEIGHT -   453.667 (meters)     1488.41  (feet) ADJUSTED
 SK0672  ______________________________________________________________________
 SK0672  GEOID HEIGHT    -        -27.746 (meters)                     GEOID18
 SK0672  DYNAMIC HEIGHT  -        453.721 (meters)     1488.58  (feet) COMP
 SK0672  MODELED GRAVITY -    980,716.9   (mgal)                       NAVD 88
 SK0672
 SK0672  VERT ORDER      -  SECOND    CLASS 0
 SK0672
 SK0672.The horizontal coordinates were scaled from a map and have
 SK0672.an estimated accuracy of +/- 6 seconds.
 SK0672
 SK0672.The orthometric height was determined by differential leveling and
 SK0672.adjusted by the NATIONAL GEODETIC SURVEY
 SK0672.in June 1991.
 SK0672
 SK0672.Significant digits in the geoid height do not necessarily reflect accuracy.
 SK0672.GEOID18 height accuracy estimate available here.
 SK0672
 SK0672.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUN293761(NAD 83)
 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
 SK0672.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SK0672.See file dsdata.pdf to determine how the superseded data were derived.
 SK0672
 SK0672_MARKER: H = DRILL HOLE
 SK0672_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 SK0672_SP_SET: IN METAL CULVERT
 SK0672_STAMPING: 3 CER RM
 SK0672_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SK0672
 SK0672  HISTORY     - Date     Condition        Report By
 SK0672  HISTORY     - 1967     MONUMENTED       USGS
 SK0672
 SK0672                          STATION DESCRIPTION
 SK0672
 SK0672'DESCRIBED BY US GEOLOGICAL SURVEY 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 = MARCH 21, 2026 06:05:54 EDT
 DQ7826 ***********************************************************************
 DQ7826  DESIGNATION -  3 DEM
 DQ7826  PID         -  DQ7826
 DQ7826  STATE/COUNTY-  MN/MORRISON
 DQ7826  COUNTRY     -  US
 DQ7826  USGS QUAD   -  RANDALL WEST (2019)
 DQ7826
 DQ7826                         *CURRENT SURVEY CONTROL
 DQ7826  ______________________________________________________________________
 DQ7826* NAD 83(1986) POSITION- 46 06 26.43   (N) 094 30 17.18   (W)   HD_HELD1
 DQ7826* NAVD 88 ORTHO HEIGHT -   362.650 (meters)     1189.79  (feet) ADJUSTED
 DQ7826  ______________________________________________________________________
 DQ7826  GEOID HEIGHT    -        -26.764 (meters)                     GEOID18
 DQ7826  DYNAMIC HEIGHT  -        362.659 (meters)     1189.82  (feet) COMP
 DQ7826  MODELED GRAVITY -    980,627.5   (mgal)                       NAVD 88
 DQ7826
 DQ7826  VERT ORDER      -  SECOND    CLASS I
 DQ7826
 DQ7826.The horizontal coordinates were determined by differentially corrected
 DQ7826.hand held GPS observations or other comparable positioning techniques
 DQ7826.and have an estimated accuracy of +/- 3 meters.
 DQ7826
 DQ7826.The orthometric height was determined by differential leveling and
 DQ7826.adjusted by the NATIONAL GEODETIC SURVEY
 DQ7826.in May 2018.
 DQ7826
 DQ7826.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ7826.GEOID18 height accuracy estimate available here.
 DQ7826
 DQ7826.Click photographs - Photos may exist for this station.
 DQ7826
 DQ7826.The dynamic height is computed by dividing the NAVD 88
 DQ7826.geopotential number by the normal gravity value computed on the
 DQ7826.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ7826.degrees latitude (g = 980.6199 gals.).
 DQ7826
 DQ7826.The modeled gravity was interpolated from observed gravity values.
 DQ7826
 DQ7826;                    North         East    Units  Estimated Accuracy
 DQ7826;SPC MN C     -   223,108.1     780,304.1     MT  (+/- 3 meters HH1 GPS) 
 DQ7826
 DQ7826_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUM8370807074(NAD 83)
 DQ7826
 DQ7826                          SUPERSEDED SURVEY CONTROL
 DQ7826
 DQ7826.No superseded survey control is available for this station.
 DQ7826
 DQ7826_MARKER: DD = SURVEY DISK
 DQ7826_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 DQ7826_STAMPING: 3 DEM 1978
 DQ7826_MARK LOGO: USGS
 DQ7826_PROJECTION: RECESSED 5 CENTIMETERS
 DQ7826_MAGNETIC: I = MARKER IS A STEEL ROD
 DQ7826_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ7826_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ7826+SATELLITE: SATELLITE OBSERVATIONS - September 21, 2021
 DQ7826
 DQ7826  HISTORY     - Date     Condition        Report By
 DQ7826  HISTORY     - 19780401 MONUMENTED       USGS
 DQ7826  HISTORY     - 20170517 GOOD             MNDT
 DQ7826  HISTORY     - 20210921 GOOD             MNDT
 DQ7826
 DQ7826                          STATION DESCRIPTION
 DQ7826
 DQ7826'DESCRIBED BY MN DEPT OF TRANSP 2017 (KDJ)
 DQ7826'THE STATION IS LOCATED ABOUT 8.0 MI (12.9 KM) WEST-SOUTHWEST OF FORT
 DQ7826'RIPLEY, 4.1 MI (6.6 KM) EAST-SOUTHEAST OF CUSHING AND 1.1 MI (1.8 KM)
 DQ7826'NORTH OF RANDALL.
 DQ7826'
 DQ7826'TO REACH THE MARK GO 0.15 MI (0.24 KM) EAST ALONG COUNTY ROAD 14 (1ST
 DQ7826'STREET) FROM THE JUNCTION OF COUNTY ROAD 14 AND TRUNK HIGHWAY 10, THEN
 DQ7826'0.9 MI (1.4 KM) NORTH ALONG COUNTY ROAD 1 (DOVE ROAD).
 DQ7826'
 DQ7826'THE MARK IS LOCATED 57.3 FT (17.5 M) WEST OF COUNTY ROAD 1 (DOVE
 DQ7826'ROAD), 2.0 FT (0.6 M) NORTH-NORTHEAST OF A POWER POLE, 2.0 FT (0.6 M)
 DQ7826'NORTH OF A WITNESS POST.
 DQ7826'
 DQ7826'NOTE-THE ROD DEPTH IS UNKNOWN.
 DQ7826
 DQ7826                          STATION RECOVERY (2021)
 DQ7826
 DQ7826'RECOVERY NOTE BY MN DEPT OF TRANSP 2021 (KMS)
 DQ7826'1.0 MI (1.6 KM) NORTH OF RANDALL, 0.15 MI (0.24 KM) EAST ALONG COUNTY
 DQ7826'ROAD 14 (1ST STREET) FROM THE JUNCTION OF COUNTY ROAD 14 AND TRUNK
 DQ7826'HIGHWAY 10, THEN 0.9 MI (1.4 KM) NORTH ALONG COUNTY ROAD 1 (DOVE
 DQ7826'ROAD), 57.3 FT (17.5 M) WEST OF COUNTY ROAD 1 (DOVE ROAD), 2.0 FT (0.6
 DQ7826'M) NORTH-NORTHEAST OF A POWER POLE, 2.0 FT (0.6 M) NORTH OF A WITNESS
 DQ7826'POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DQ9163 ***********************************************************************
 DQ9163  DESIGNATION -  3 DLS
 DQ9163  PID         -  DQ9163
 DQ9163  STATE/COUNTY-  MN/ITASCA
 DQ9163  COUNTRY     -  US
 DQ9163  USGS QUAD   -  LITTLE BALL CLUB LAKE (2019)
 DQ9163
 DQ9163                         *CURRENT SURVEY CONTROL
 DQ9163  ______________________________________________________________________
 DQ9163* NAD 83(1986) POSITION- 47 23 28.64   (N) 093 59 27.83   (W)   HD_HELD1
 DQ9163* NAVD 88 ORTHO HEIGHT -   396.404 (meters)     1300.54  (feet) ADJUSTED
 DQ9163  ______________________________________________________________________
 DQ9163  GEOID HEIGHT    -        -28.722 (meters)                     GEOID18
 DQ9163  DYNAMIC HEIGHT  -        396.449 (meters)     1300.68  (feet) COMP
 DQ9163  MODELED GRAVITY -    980,714.2   (mgal)                       NAVD 88
 DQ9163
 DQ9163  VERT ORDER      -  SECOND    CLASS I
 DQ9163
 DQ9163.The horizontal coordinates were determined by differentially corrected
 DQ9163.hand held GPS observations or other comparable positioning techniques
 DQ9163.and have an estimated accuracy of +/- 3 meters.
 DQ9163
 DQ9163.The orthometric height was determined by differential leveling and
 DQ9163.adjusted by the NATIONAL GEODETIC SURVEY
 DQ9163.in April 2021.
 DQ9163
 DQ9163.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ9163.GEOID18 height accuracy estimate available here.
 DQ9163
 DQ9163.Click photographs - Photos may exist for this station.
 DQ9163
 DQ9163.The dynamic height is computed by dividing the NAVD 88
 DQ9163.geopotential number by the normal gravity value computed on the
 DQ9163.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ9163.degrees latitude (g = 980.6199 gals.).
 DQ9163
 DQ9163.The modeled gravity was interpolated from observed gravity values.
 DQ9163
 DQ9163;                    North         East    Units  Estimated Accuracy
 DQ9163;SPC MN N     -   199,475.3     732,731.6     MT  (+/- 3 meters HH1 GPS) 
 DQ9163
 DQ9163_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVN2520549124(NAD 83)
 DQ9163
 DQ9163                          SUPERSEDED SURVEY CONTROL
 DQ9163
 DQ9163.No superseded survey control is available for this station.
 DQ9163
 DQ9163_MARKER: DD = SURVEY DISK
 DQ9163_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 DQ9163_STAMPING: 3 DLS 1969
 DQ9163_MARK LOGO: USGS
 DQ9163_PROJECTION: FLUSH
 DQ9163_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DQ9163_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DQ9163_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DQ9163+SATELLITE: SATELLITE OBSERVATIONS - September 27, 2017
 DQ9163
 DQ9163  HISTORY     - Date     Condition        Report By
 DQ9163  HISTORY     - 19690401 MONUMENTED       USGS
 DQ9163  HISTORY     - 20170927 GOOD             MNDT
 DQ9163
 DQ9163                          STATION DESCRIPTION
 DQ9163
 DQ9163'DESCRIBED BY MN DEPT OF TRANSP 2017 (KMS)
 DQ9163'THE MARK IS LOCATED ABOUT 5.5 MI (8.8 KM) NORTH OF BALL CLUB.
 DQ9163'
 DQ9163'TO REACH THE MARK GO 5.4 MI (8.7 KM) NORTHWEST ALONG COUNTY ROAD 39
 DQ9163'FROM THE JUNCTION OF COUNTY ROAD 39 AND TRUNK HIGHWAY 2 IN BALL CLUB.
 DQ9163'
 DQ9163'THE MARK IS LOCATED 64.5 FT (19.7 M) WEST OF COUNTY ROAD 39, 20.0 FT
 DQ9163'(6.1 M) NORTH OF A TRAIL, 1.0 FT (0.3 M) EAST OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 QP0378 ***********************************************************************
 QP0378  DESIGNATION -  3 ERS TT RESET
 QP0378  PID         -  QP0378
 QP0378  STATE/COUNTY-  MN/WRIGHT
 QP0378  COUNTRY     -  US
 QP0378  USGS QUAD   -  CLEARWATER (2019)
 QP0378
 QP0378                         *CURRENT SURVEY CONTROL
 QP0378  ______________________________________________________________________
 QP0378* NAD 83(1996) POSITION- 45 23 09.06384(N) 094 00 15.71892(W)   ADJUSTED
 QP0378* NAVD 88 ORTHO HEIGHT -   298.240 (meters)      978.48  (feet) ADJUSTED
 QP0378  ______________________________________________________________________
 QP0378  GEOID HEIGHT    -        -27.550 (meters)                     GEOID18
 QP0378  LAPLACE CORR    -         -3.83  (seconds)                    DEFLEC18
 QP0378  DYNAMIC HEIGHT  -        298.224 (meters)      978.42  (feet) COMP
 QP0378  MODELED GRAVITY -    980,554.4   (mgal)                       NAVD 88
 QP0378
 QP0378  HORZ ORDER      -  SECOND
 QP0378  VERT ORDER      -  SECOND    CLASS I
 QP0378
 QP0378.The horizontal coordinates were established by classical geodetic methods
 QP0378.and adjusted by the National Geodetic Survey in March 1999.
 QP0378
 QP0378.The orthometric height was determined by differential leveling and
 QP0378.adjusted by the NATIONAL GEODETIC SURVEY
 QP0378.in June 1991.
 QP0378
 QP0378.Significant digits in the geoid height do not necessarily reflect accuracy.
 QP0378.GEOID18 height accuracy estimate available here.
 QP0378
 QP0378.Click photographs - Photos may exist for this station.
 QP0378
 QP0378.The Laplace correction was computed from DEFLEC18 derived deflections.
 QP0378
 QP0378.The dynamic height is computed by dividing the NAVD 88
 QP0378.geopotential number by the normal gravity value computed on the
 QP0378.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QP0378.degrees latitude (g = 980.6199 gals.).
 QP0378
 QP0378.The modeled gravity was interpolated from observed gravity values.
 QP0378
 QP0378. The following values were computed from the NAD 83(1996) position.
 QP0378
 QP0378;                    North         East     Units Scale Factor Converg.
 QP0378;SPC MN S     -   365,108.417   799,658.030   MT  1.00004137   -0 00 11.0
 QP0378;SPC MN S     - 1,197,859.86  2,623,544.72   sFT  1.00004137   -0 00 11.0
 QP0378;UTM  15      - 5,026,305.608   421,373.717   MT  0.99967601   -0 42 54.0
 QP0378
 QP0378!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QP0378!SPC MN S     -   0.99995756  x   1.00004137  =   0.99999893
 QP0378!UTM  15      -   0.99995756  x   0.99967601  =   0.99963359
 QP0378
 QP0378_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL2137326305(NAD 83)
 QP0378
 QP0378                          SUPERSEDED SURVEY CONTROL
 QP0378
 QP0378  NAD 83(1986)-  45 23 09.06031(N)    094 00 15.71076(W) AD(       ) 2
 QP0378  NAD 27      -  45 23 09.18603(N)    094 00 14.76380(W) AD(       ) 2
 QP0378  NGVD 29 (??/??/92)  298.123  (m)          978.09   (f) ADJ UNCH    2 0
 QP0378  NGVD 29 (07/19/86)  298.0    (m)          978.     (f) VERT ANG       
 QP0378
 QP0378.Superseded values are not recommended for survey control.
 QP0378
 QP0378.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QP0378.See file dsdata.pdf to determine how the superseded data were derived.
 QP0378
 QP0378_MARKER: DB = BENCH MARK DISK
 QP0378_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QP0378_STAMPING: 3 ERS TT 1950 RESET 1958
 QP0378_MARK LOGO: USGS
 QP0378_PROJECTION: PROJECTING 3 CENTIMETERS
 QP0378_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 QP0378_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QP0378+STABILITY: SURFACE MOTION
 QP0378_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 QP0378+SATELLITE: SATELLITE OBSERVATIONS - June 03, 2019
 QP0378
 QP0378  HISTORY     - Date     Condition        Report By
 QP0378  HISTORY     - 1958     MONUMENTED       USGS
 QP0378  HISTORY     - 1963     GOOD             CGS
 QP0378  HISTORY     - 1968     GOOD             MNDT
 QP0378  HISTORY     - 1977     GOOD             MNDT
 QP0378  HISTORY     - 20090401 GOOD             MNDT
 QP0378  HISTORY     - 20190520 GOOD             MNDT
 QP0378  HISTORY     - 20190603 GOOD             MNDT
 QP0378
 QP0378                          STATION DESCRIPTION
 QP0378
 QP0378'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (BAF)
 QP0378'THE MARK IS LOCATED 3.0 MILES SE OF THE TOWN OF CLEARWATER
 QP0378'IN THE SE 1/4, SECTION 7, T122N, R26W ON COUNTY ROAD R/W.
 QP0378'
 QP0378'TO REACH THE MARK FROM THE JUNCTION OF T.H. 152 AND T.H. 24
 QP0378'IN CLEARWATER GO SE ON T.H. 152 FOR 3.2 MILES TO COUNTY ROAD
 QP0378'CROSSING, TURN LEFT AND GO EAST FOR 0.1 MILE TO MARK ON RIGHT.
 QP0378'
 QP0378'*THE MARK IS A STANDARD U.S.G.S. TRAVERSE STATION DISK SET
 QP0378'IN AN 8 INCH SQUARE CONCRETE MONUMENT PROJECTING 0.3 FT.
 QP0378'ABOVE THE SURFACE OF THE GROUND.  THE MARK IS 290 FT. ESE OF
 QP0378'THE SE CORNER OF RAILROAD BRIDGE, 38.0 FT. SOUTH OF THE
 QP0378'CENTERLINE OF COUNTY ROAD AND 3.8 FT. EAST OF A TELEPHONE POLE.
 QP0378'
 QP0378'THE DISK IS STAMPED 3 ERS 1950 TT RESET 1958.
 QP0378
 QP0378                          STATION RECOVERY (1968)
 QP0378
 QP0378'RECOVERY NOTE BY MN DEPT OF TRANSP 1968
 QP0378'3.3 MI SE FROM CLEARWATER.
 QP0378'MARK IS STANDARD USGS DISK STAMPED 3 ERS 1950 RESET 1958, 241 FEET
 QP0378'NORTHEAST OF NORTHEAST CORNER OF WOODEN BRIDGE OF GREAT NORTHERN
 QP0378'RAILROAD, 45 FEET SOUTH OF EAST-WEST ROAD, 4 FEET NORTHEAST OF
 QP0378'TELEPHONE POLE, 2 FEET SOUTHEAST OF STEEL WITNESS POST AND PROJECTS
 QP0378'ABOUT 1 INCH ABOVE GROUND.  SE 1/4 SECTION 7, T 122N, R 26W.
 QP0378
 QP0378                          STATION RECOVERY (1977)
 QP0378
 QP0378'RECOVERY NOTE BY MN DEPT OF TRANSP 1977
 QP0378'THE MARK WAS FOUND AS DESCRIBED 3.4 MILES SOUTHEAST ALONG COUNTY ROAD
 QP0378'75 OLD TRUNK HIGHWAY 152 FROM THE JUNCTION OF COUNTY ROAD 75 AND
 QP0378'TRUNK HIGHWAY 24 IN CLEARWATER, THENCE, 0.15 MILES NORTHEAST ACROSS
 QP0378'A RAILROAD BRIDGE ALONG A TOWNSHIP ROAD. IT IS 241 FT. NORTHEAST OF
 QP0378'THE NORTHEAST CORNER OF A WOOD BRIDGE OVER THE BURLINGTON NORTHERN
 QP0378'RAILROAD, 39 FT. SOUTHEAST OF AND 2 FT. HIGHER THAN THE CENTER OF A
 QP0378'TOWNSHIP ROAD, AND 3.8 FT. EAST OF A POWERLINE GUY POLE. IT IS 2.2 FT.
 QP0378'SOUTHEAST OF A STEEL WITNESS POST.
 QP0378
 QP0378                          STATION RECOVERY (2009)
 QP0378
 QP0378'RECOVERY NOTE BY MN DEPT OF TRANSP 2009 (JBG)
 QP0378'THE MARK IS LOCATED 3.6 MI (5.8 KM) SOUTHEAST OF CLEARWATER, 3.4 MI
 QP0378'(5.5 KM) SOUTHEAST ALONG COUNTY ROAD 75 FROM THE JUNCTION OF COUNTY
 QP0378'ROAD 75 AND TRUNK HIGHWAY 24 IN CLEARWATER.
 QP0378'
 QP0378'TO REACH STATION HEAD SOUTHEAST ON SPRING ST TOWARD MAPLE ST FOR 26 FT
 QP0378'(7.9 M) THEN TAKE THE FIRST LEFT ONTO MAPLE ST AND GO 256 FT (78.0 M)
 QP0378'HEN TAKE THE FIRST RIGHT ONTO MAIN ST AND GO 0.9 MI (1.4 KM) TURN LEFT
 QP0378'AT CO ROAD 75 NW FOR 2.5 MI (4.0 KM) TURN LEFT AT 160TH ST NW FOR 0.1
 QP0378'MI (0.2 KM) AND DESTINATION WILL BE ON THE RIGHT.  MARK IS 39 FT (11.9
 QP0378'M) SOUTHEAST OF 160TH STREET NORTHWEST, 3.8 FT (1.2 M) EAST OF POWER
 QP0378'POLE, 2.2 FT (0.7 M) SOUTHEAST OF A WITNESS POST.
 QP0378'
 QP0378'MARK IS USGS BENCH MARK DISK SET IN MONUMENT PROJECTING 1 INCH (3 CM)
 QP0378'ABOVE GROUND.
 QP0378
 QP0378                          STATION RECOVERY (2019)
 QP0378
 QP0378'RECOVERY NOTE BY MN DEPT OF TRANSP 2019 (KMS)
 QP0378'3.3 MI (5.3 KM) SOUTHEAST OF CLEARWATER, 3.4 MI (5.5 KM) SOUTHEAST
 QP0378'ALONG COUNTY ROAD 75 FROM THE JUNCTION OF COUNTY ROAD 75 AND TRUNK
 QP0378'HIGHWAY 24 IN CLEARWATER, THEN 0.15 MI (0.24 KM) NORTHEAST ON 160TH
 QP0378'STREET NORTHWEST, 39.0 FT (11.9 M) SOUTHEAST OF 160TH STREET
 QP0378'NORTHWEST, 3.8 FT (1.2 M) EAST OF A POWER POLE, 2.2 FT (0.7 M)
 QP0378'SOUTHEAST OF A WITNESS POST.
 QP0378
 QP0378                          STATION RECOVERY (2019)
 QP0378
 QP0378'RECOVERY NOTE BY MN DEPT OF TRANSP 2019 (KDJ)
 QP0378'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DQ1076 ***********************************************************************
 DQ1076  DESIGNATION -  3 GAF
 DQ1076  PID         -  DQ1076
 DQ1076  STATE/COUNTY-  MN/DAKOTA
 DQ1076  COUNTRY     -  US
 DQ1076  USGS QUAD   -  HASTINGS (2019)
 DQ1076
 DQ1076                         *CURRENT SURVEY CONTROL
 DQ1076  ______________________________________________________________________
 DQ1076* NAD 83(1986) POSITION- 44 37 40.88   (N) 092 52 24.48   (W)   HD_HELD1
 DQ1076* NAVD 88 ORTHO HEIGHT -   269.025 (meters)      882.63  (feet) ADJUSTED
 DQ1076  ______________________________________________________________________
 DQ1076  GEOID HEIGHT    -        -29.322 (meters)                     GEOID18
 DQ1076  DYNAMIC HEIGHT  -        268.989 (meters)      882.51  (feet) COMP
 DQ1076  MODELED GRAVITY -    980,478.3   (mgal)                       NAVD 88
 DQ1076
 DQ1076  VERT ORDER      -  SECOND    CLASS I
 DQ1076
 DQ1076.The horizontal coordinates were determined by differentially corrected
 DQ1076.hand held GPS observations or other comparable positioning techniques
 DQ1076.and have an estimated accuracy of +/- 3 meters.
 DQ1076
 DQ1076.The orthometric height was determined by differential leveling and
 DQ1076.adjusted by the NATIONAL GEODETIC SURVEY
 DQ1076.in September 2016.
 DQ1076
 DQ1076.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ1076.GEOID18 height accuracy estimate available here.
 DQ1076
 DQ1076.Click photographs - Photos may exist for this station.
 DQ1076
 DQ1076.The dynamic height is computed by dividing the NAVD 88
 DQ1076.geopotential number by the normal gravity value computed on the
 DQ1076.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ1076.degrees latitude (g = 980.6199 gals.).
 DQ1076
 DQ1076.The modeled gravity was interpolated from observed gravity values.
 DQ1076
 DQ1076;                    North         East    Units  Estimated Accuracy
 DQ1076;SPC MN S     -   281,508.1     889,386.8     MT  (+/- 3 meters HH1 GPS) 
 DQ1076
 DQ1076_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWK1003741637(NAD 83)
 DQ1076
 DQ1076                          SUPERSEDED SURVEY CONTROL
 DQ1076
 DQ1076.No superseded survey control is available for this station.
 DQ1076
 DQ1076_MARKER: DB = BENCH MARK DISK
 DQ1076_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 DQ1076_STAMPING: 3 GAF 1955 883
 DQ1076_MARK LOGO: USGS
 DQ1076_PROJECTION: PROJECTING 3 CENTIMETERS
 DQ1076_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DQ1076_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DQ1076_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ1076+SATELLITE: SATELLITE OBSERVATIONS - September 30, 2022
 DQ1076
 DQ1076  HISTORY     - Date     Condition        Report By
 DQ1076  HISTORY     - 19550401 MONUMENTED       USGS
 DQ1076  HISTORY     - 20141027 GOOD             MNDT
 DQ1076  HISTORY     - 20220930 GOOD             MNDT
 DQ1076
 DQ1076                          STATION DESCRIPTION
 DQ1076
 DQ1076'DESCRIBED BY MN DEPT OF TRANSP 2014 (MAS)
 DQ1076'THE STATION IS LOCATED ABOUT 7.8 MI (12.6 KM) WEST-NORTHWEST OF WELCH,
 DQ1076'5.6 MI (9.0 KM) SOUTHEAST OF VERMILLION AND 3.5 MI (5.6 KM)
 DQ1076'WEST-NORTHWEST OF MIESVILLE.
 DQ1076'
 DQ1076'TO REACH THE MARK GO 2.0 MI (3.2 KM) NORTH ALONG TRUNK HIGHWAY 61 FROM
 DQ1076'THE JUNCTION OF TRUNK HIGHWAYS 61 AND 50 (JUNCTION IS 2.0 MI (3.2 KM)
 DQ1076'WEST OF MIESVILLE), THEN 1.0 MI (1.6 KM) WEST ON 220TH STREET EAST,
 DQ1076'THEN 0.15 MI (0.2 KM) SOUTH ON KIRBY AVENUE.
 DQ1076'
 DQ1076'THE MARK IS LOCATED 510 FT (155.4 M) NORTH OF DRIVEWAY NUMBER 22240
 DQ1076'EAST, 24.0 FT (7.3 M) WEST OF KIRBY AVENUE, 12.0 FT (3.7 M) SOUTH OF A
 DQ1076'FIELD ENTRANCE, 2.0 FT (0.6 M) NORTHWEST OF 12-INCH (30 CM) WOODEN
 DQ1076'POST, 0.4 FT (12 CM) EAST OF A WITNESS POST.
 DQ1076
 DQ1076                          STATION RECOVERY (2022)
 DQ1076
 DQ1076'RECOVERY NOTE BY MN DEPT OF TRANSP 2022 (MJS)
 DQ1076'3.6 MI (5.8 KM) NORTHWEST OF MIESVILLE, 2.0 MI (3.2 KM) NORTH ALONG
 DQ1076'TRUNK HIGHWAY 61 FROM THE JUNCTION OF TRUNK HIGHWAYS 61 AND 50 (THE
 DQ1076'JUNCTION IS 2.0 MI (3.2 KM) WEST OF MIESVILLE), THEN 1.0 MI (1.6 KM)
 DQ1076'WEST ON 220TH STREET EAST, THEN 0.15 MI (0.24 KM) SOUTH ON KIRBY
 DQ1076'AVENUE, 510.0 FT (155.4 M) NORTH OF DRIVEWAY NUMBER 22240 EAST, 24.0
 DQ1076'FT (7.3 M) WEST OF KIRBY AVENUE, 12.0 FT (3.7 M) SOUTH OF A FIELD
 DQ1076'ENTRANCE, 2.0 FT (0.6 M) NORTHWEST OF 12.0 INCH DIAMETER WOODEN POST,
 DQ1076'0.4 FT (12 CM) EAST OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DF4767 ***********************************************************************
 DF4767  DESIGNATION -  3 GJS
 DF4767  PID         -  DF4767
 DF4767  STATE/COUNTY-  MN/DODGE
 DF4767  COUNTRY     -  US
 DF4767  USGS QUAD   -  HAYFIELD NW (2019)
 DF4767
 DF4767                         *CURRENT SURVEY CONTROL
 DF4767  ______________________________________________________________________
 DF4767* NAD 83(2011) POSITION- 43 59 37.56564(N) 092 53 58.40572(W)   ADJUSTED
 DF4767* NAD 83(2011) ELLIP HT-   358.743 (meters)        (06/27/12)   ADJUSTED
 DF4767* NAD 83(2011) EPOCH   -  2010.00
 DF4767* NAVD 88 ORTHO HEIGHT -   388.0   (meters)     1273.    (feet) GPS OBS
 DF4767  ______________________________________________________________________
 DF4767  NAVD 88 orthometric height was determined with geoid model    GEOID99
 DF4767  GEOID HEIGHT    -        -29.202 (meters)                     GEOID99
 DF4767  GEOID HEIGHT    -        -29.267 (meters)                     GEOID18
 DF4767  NAD 83(2011) X  -   -232,500.571 (meters)                     COMP
 DF4767  NAD 83(2011) Y  - -4,590,331.100 (meters)                     COMP
 DF4767  NAD 83(2011) Z  -  4,407,842.673 (meters)                     COMP
 DF4767  LAPLACE CORR    -         -9.44  (seconds)                    DEFLEC18
 DF4767
 DF4767  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DF4767  Standards:
 DF4767         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DF4767            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DF4767  -------------------------------------------------------------------
 DF4767  NETWORK    1.03   0.88           0.48   0.33   0.45      0.03027391
 DF4767  -------------------------------------------------------------------
 DF4767  Click here for local accuracies and other accuracy information.
 DF4767
 DF4767.The horizontal coordinates were established by GPS observations
 DF4767.and adjusted by the National Geodetic Survey in June 2012.
 DF4767
 DF4767.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DF4767.been affixed to the stable North American tectonic plate. See 
 DF4767.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DF4767
 DF4767.The horizontal coordinates are valid at the epoch date displayed above
 DF4767.which is a decimal equivalence of Year/Month/Day.
 DF4767
 DF4767.The orthometric height was determined by GPS observations and a
 DF4767.high-resolution geoid model.
 DF4767
 DF4767.Significant digits in the geoid height do not necessarily reflect accuracy.
 DF4767.GEOID18 height accuracy estimate available here.
 DF4767
 DF4767.Click photographs - Photos may exist for this station.
 DF4767
 DF4767.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DF4767
 DF4767.The Laplace correction was computed from DEFLEC18 derived deflections.
 DF4767
 DF4767.The ellipsoidal height was determined by GPS observations
 DF4767.and is referenced to NAD 83.
 DF4767
 DF4767. The following values were computed from the NAD 83(2011) position.
 DF4767
 DF4767;                    North         East     Units Scale Factor Converg.
 DF4767;SPC MN S     -   211,013.762   888,265.466   MT  0.99996105   +0 46 16.8
 DF4767;SPC MN S     -   692,300.98  2,914,250.95   sFT  0.99996105   +0 46 16.8
 DF4767;UTM  15      - 4,871,185.596   508,053.760   MT  0.99960080   +0 04 11.2
 DF4767
 DF4767!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF4767!SPC MN S     -   0.99994375  x   0.99996105  =   0.99990480
 DF4767!UTM  15      -   0.99994375  x   0.99960080  =   0.99954457
 DF4767
 DF4767_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWJ0805371185(NAD 83)
 DF4767
 DF4767                          SUPERSEDED SURVEY CONTROL
 DF4767
 DF4767  NAD 83(2007)-  43 59 37.56581(N)    092 53 58.40668(W) AD(2002.00) 0
 DF4767  ELLIP H (02/10/07)  358.769  (m)                       GP(2002.00)    
 DF4767  NAD 83(1996)-  43 59 37.56521(N)    092 53 58.40602(W) AD(       ) 1
 DF4767  ELLIP H (04/02/03)  358.827  (m)                       GP(       ) 3 2
 DF4767
 DF4767.Superseded values are not recommended for survey control.
 DF4767
 DF4767.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF4767.See file dsdata.pdf to determine how the superseded data were derived.
 DF4767
 DF4767_MARKER: DD = SURVEY DISK
 DF4767_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF4767_STAMPING: 1273 3 GJS 1964
 DF4767_MARK LOGO: USGS
 DF4767_PROJECTION: PROJECTING 8 CENTIMETERS
 DF4767_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DF4767_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DF4767+STABILITY: SURFACE MOTION
 DF4767_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF4767+SATELLITE: SATELLITE OBSERVATIONS - April 13, 2021
 DF4767
 DF4767  HISTORY     - Date     Condition        Report By
 DF4767  HISTORY     - 1964     MONUMENTED       USGS
 DF4767  HISTORY     - 20000401 GOOD             MNDT
 DF4767  HISTORY     - 20210413 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
 DF4767
 DF4767                          STATION RECOVERY (2021)
 DF4767
 DF4767'RECOVERY NOTE BY MN DEPT OF TRANSP 2021 (KMS)
 DF4767'3.3 MI (5.3 KM) SOUTHWEST OF DODGE CENTER, 1.7 MI (2.7 KM) SOUTH ALONG
 DF4767'TRUNK HIGHWAY 56 FROM THE JUNCTION OF TRUNK HIGHWAY 56 AND TRUNK
 DF4767'HIGHWAY 14 (THE JUNCTION IS 1.0 MI (1.6 KM) SOUTH OF DODGE CENTER),
 DF4767'THEN 2.0 MI (3.2 KM) WEST ON 660TH STREET, 35.6 FT (10.9 M) SOUTH OF
 DF4767'660TH STREET, 30.4 FT (9.3 M) WEST OF 170TH AVENUE, 3.0 FT (0.9 M)
 DF4767'EAST OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DP7053 ***********************************************************************
 DP7053  DESIGNATION -  3 JER
 DP7053  PID         -  DP7053
 DP7053  STATE/COUNTY-  MN/WILKIN
 DP7053  COUNTRY     -  US
 DP7053  USGS QUAD   -  WAHPETON NE (2019)
 DP7053
 DP7053                         *CURRENT SURVEY CONTROL
 DP7053  ______________________________________________________________________
 DP7053* NAD 83(2011) POSITION- 46 27 23.76510(N) 096 36 48.67440(W)   ADJUSTED
 DP7053* NAD 83(2011) ELLIP HT-   265.028 (meters)        (04/23/15)   ADJUSTED
 DP7053* NAD 83(2011) EPOCH   -  2010.00
 DP7053* NAVD 88 ORTHO HEIGHT -   291.7   (meters)      957.    (feet) GPS OBS
 DP7053  ______________________________________________________________________
 DP7053  NAVD 88 orthometric height was determined with geoid model    GEOID12A
 DP7053  GEOID HEIGHT    -        -26.661 (meters)                     GEOID12A
 DP7053  GEOID HEIGHT    -        -26.666 (meters)                     GEOID18
 DP7053  NAD 83(2011) X  -   -506,968.327 (meters)                     COMP
 DP7053  NAD 83(2011) Y  - -4,372,561.670 (meters)                     COMP
 DP7053  NAD 83(2011) Z  -  4,600,550.409 (meters)                     COMP
 DP7053  LAPLACE CORR    -         -3.13  (seconds)                    DEFLEC18
 DP7053
 DP7053  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DP7053  Standards:
 DP7053         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DP7053            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DP7053  -------------------------------------------------------------------
 DP7053  NETWORK    0.61   0.80           0.27   0.22   0.41      0.20589500
 DP7053  -------------------------------------------------------------------
 DP7053  Click here for local accuracies and other accuracy information.
 DP7053
 DP7053.The horizontal coordinates were established by GPS observations
 DP7053.and adjusted by the MN DEPT OF TRANSP in April 2015.
 DP7053
 DP7053.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DP7053.been affixed to the stable North American tectonic plate. See 
 DP7053.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DP7053
 DP7053.The horizontal coordinates are valid at the epoch date displayed above
 DP7053.which is a decimal equivalence of Year/Month/Day.
 DP7053
 DP7053.The orthometric height was determined by GPS observations and a
 DP7053.high-resolution geoid model.
 DP7053
 DP7053.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP7053.GEOID18 height accuracy estimate available here.
 DP7053
 DP7053.Click photographs - Photos may exist for this station.
 DP7053
 DP7053.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DP7053
 DP7053.The Laplace correction was computed from DEFLEC18 derived deflections.
 DP7053
 DP7053.The ellipsoidal height was determined by GPS observations
 DP7053.and is referenced to NAD 83.
 DP7053
 DP7053. The following values were computed from the NAD 83(2011) position.
 DP7053
 DP7053;                    North         East     Units Scale Factor Converg.
 DP7053;SPC MN C     -   264,604.859   618,466.418   MT  0.99992427   -1 42 35.1
 DP7053;SPC MN C     -   868,124.44  2,029,085.24   sFT  0.99992427   -1 42 35.1
 DP7053;UTM  14      - 5,147,548.340   683,262.083   MT  1.00001284   +1 43 49.2
 DP7053
 DP7053!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DP7053!SPC MN C     -   0.99995846  x   0.99992427  =   0.99988273
 DP7053!UTM  14      -   0.99995846  x   1.00001284  =   0.99997130
 DP7053
 DP7053_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPS8326247548(NAD 83)
 DP7053
 DP7053                          SUPERSEDED SURVEY CONTROL
 DP7053
 DP7053.No superseded survey control is available for this station.
 DP7053
 DP7053_MARKER: DD = SURVEY DISK
 DP7053_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 DP7053_STAMPING: 3 JER 1973
 DP7053_MARK LOGO: USGS
 DP7053_PROJECTION: RECESSED 5 CENTIMETERS
 DP7053_MAGNETIC: I = MARKER IS A STEEL ROD
 DP7053_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DP7053_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP7053+SATELLITE: SATELLITE OBSERVATIONS - June 23, 2021
 DP7053
 DP7053  HISTORY     - Date     Condition        Report By
 DP7053  HISTORY     - 19730401 MONUMENTED       USGS
 DP7053  HISTORY     - 20130806 GOOD             MNDT
 DP7053  HISTORY     - 20210623 GOOD             MNDT
 DP7053
 DP7053                          STATION DESCRIPTION
 DP7053
 DP7053'DESCRIBED BY MN DEPT OF TRANSP 2013 (MPP)
 DP7053'3.64 MILES NORTHEAST OF KENT, 2.4 MILES EAST-NORTHEAST ALONG COUNTY
 DP7053'ROAD 24 FROM JUNCTION OF COUNTY ROAD 24 AND TRUNK HIGHWAY 75 IN KENT,
 DP7053'THEN 1.0 MILE NORTH ON COUNTY ROAD 3, THEN 1.0 MILE EAST ON TEE-ROAD
 DP7053'38, 17 FEET NORTH OF TEE-ROAD 38, 114 FEET EAST OF TEE-ROAD 80, 1.2
 DP7053'FEET WEST OF WITNESS POST.  ROD DEPTH UNKNOWN.
 DP7053
 DP7053                          STATION RECOVERY (2021)
 DP7053
 DP7053'RECOVERY NOTE BY MN DEPT OF TRANSP 2021 (DAS)
 DP7053'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DK9887 ***********************************************************************
 DK9887  DESIGNATION -  3 KED
 DK9887  PID         -  DK9887
 DK9887  STATE/COUNTY-  MN/ST LOUIS
 DK9887  COUNTRY     -  US
 DK9887  USGS QUAD   -  SHAGAWA LAKE (2019)
 DK9887
 DK9887                         *CURRENT SURVEY CONTROL
 DK9887  ______________________________________________________________________
 DK9887* NAD 83(1986) POSITION- 47 58 59.2    (N) 091 54 39.7    (W)   HD_HELD2
 DK9887* NAVD 88 ORTHO HEIGHT -   440.783 (meters)     1446.14  (feet) ADJUSTED
 DK9887  ______________________________________________________________________
 DK9887  GEOID HEIGHT    -        -31.132 (meters)                     GEOID18
 DK9887  DYNAMIC HEIGHT  -        440.847 (meters)     1446.35  (feet) COMP
 DK9887  MODELED GRAVITY -    980,744.9   (mgal)                       NAVD 88
 DK9887
 DK9887  VERT ORDER      -  SECOND    CLASS I
 DK9887
 DK9887.The horizontal coordinates were established by autonomous hand held GPS
 DK9887.observations and have an estimated accuracy of +/- 10 meters.
 DK9887
 DK9887.The orthometric height was determined by differential leveling and
 DK9887.adjusted by the NATIONAL GEODETIC SURVEY
 DK9887.in June 2009.
 DK9887
 DK9887.Significant digits in the geoid height do not necessarily reflect accuracy.
 DK9887.GEOID18 height accuracy estimate available here.
 DK9887
 DK9887.Click photographs - Photos may exist for this station.
 DK9887
 DK9887.The dynamic height is computed by dividing the NAVD 88
 DK9887.geopotential number by the normal gravity value computed on the
 DK9887.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK9887.degrees latitude (g = 980.6199 gals.).
 DK9887
 DK9887.The modeled gravity was interpolated from observed gravity values.
 DK9887
 DK9887;                    North         East    Units  Estimated Accuracy
 DK9887;SPC MN N     -   265,566.      888,745.      MT  (+/- 10 meters HH2 GPS)
 DK9887
 DK9887_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWP8125814996(NAD 83)
 DK9887
 DK9887                          SUPERSEDED SURVEY CONTROL
 DK9887
 DK9887.No superseded survey control is available for this station.
 DK9887
 DK9887_MARKER: DD = SURVEY DISK
 DK9887_SETTING: 66 = SET IN ROCK OUTCROP
 DK9887_STAMPING: 3 KED 1964
 DK9887_MARK LOGO: USGS
 DK9887_MAGNETIC: N = NO MAGNETIC MATERIAL
 DK9887_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DK9887+STABILITY: POSITION/ELEVATION WELL
 DK9887_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DK9887+SATELLITE: SATELLITE OBSERVATIONS - October 17, 2006
 DK9887
 DK9887  HISTORY     - Date     Condition        Report By
 DK9887  HISTORY     - 1964     MONUMENTED       USGS
 DK9887  HISTORY     - 20061017 GOOD             MNDT
 DK9887
 DK9887                          STATION DESCRIPTION
 DK9887
 DK9887'DESCRIBED BY MN DEPT OF TRANSP 2006 (MAS)
 DK9887'THE STATION IS LOCATED ABOUT 19.0 MI (30.6 KM) NORTH OF BABBITT, 13.1
 DK9887'MI (21.1 KM) NORTHEAST OF EAGLES NEST AND 5.9 MI (9.5 KM)
 DK9887'NORTH-NORTHWEST OF ELY, 34 FT (10.4 M) WEST OF COUNTY ROAD 116 (ECHO
 DK9887'TRAIL), ABOUT 210 FT (64.0 M) SOUTH OF GLACIER CREEK DRIVE, IN THE TOP
 DK9887'OF LARGE GRANITE OUTCROP ON NORTH BROW OF HILL, 66.4 WEST OF POWER
 DK9887'POLE, 16.0 FT (4.9 M) WEST OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DG5406 ***********************************************************************
 DG5406  DESIGNATION -  3 KEE
 DG5406  PID         -  DG5406
 DG5406  STATE/COUNTY-  MN/TODD
 DG5406  COUNTRY     -  US
 DG5406  USGS QUAD   -  MOTLEY (2019)
 DG5406
 DG5406                         *CURRENT SURVEY CONTROL
 DG5406  ______________________________________________________________________
 DG5406* NAD 83(2011) POSITION- 46 18 39.27900(N) 094 44 46.09195(W)   ADJUSTED
 DG5406* NAD 83(2011) ELLIP HT-   358.794 (meters)        (06/27/12)   ADJUSTED
 DG5406* NAD 83(2011) EPOCH   -  2010.00
 DG5406* NAVD 88 ORTHO HEIGHT -   385.9   (meters)     1266.    (feet) GPS OBS
 DG5406  ______________________________________________________________________
 DG5406  NAVD 88 orthometric height was determined with geoid model    GEOID99
 DG5406  GEOID HEIGHT    -        -27.007 (meters)                     GEOID99
 DG5406  GEOID HEIGHT    -        -27.075 (meters)                     GEOID18
 DG5406  NAD 83(2011) X  -   -365,189.299 (meters)                     COMP
 DG5406  NAD 83(2011) Y  - -4,398,509.183 (meters)                     COMP
 DG5406  NAD 83(2011) Z  -  4,589,446.180 (meters)                     COMP
 DG5406  LAPLACE CORR    -         -2.59  (seconds)                    DEFLEC18
 DG5406
 DG5406  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DG5406  Standards:
 DG5406         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DG5406            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DG5406  -------------------------------------------------------------------
 DG5406  NETWORK    1.05   0.86           0.49   0.34   0.44     -0.09901135
 DG5406  -------------------------------------------------------------------
 DG5406  Click here for local accuracies and other accuracy information.
 DG5406
 DG5406.The horizontal coordinates were established by GPS observations
 DG5406.and adjusted by the National Geodetic Survey in June 2012.
 DG5406
 DG5406.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DG5406.been affixed to the stable North American tectonic plate. See 
 DG5406.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DG5406
 DG5406.The horizontal coordinates are valid at the epoch date displayed above
 DG5406.which is a decimal equivalence of Year/Month/Day.
 DG5406
 DG5406.The orthometric height was determined by GPS observations and a
 DG5406.high-resolution geoid model.
 DG5406
 DG5406.Significant digits in the geoid height do not necessarily reflect accuracy.
 DG5406.GEOID18 height accuracy estimate available here.
 DG5406
 DG5406.Click photographs - Photos may exist for this station.
 DG5406
 DG5406.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DG5406
 DG5406.The Laplace correction was computed from DEFLEC18 derived deflections.
 DG5406
 DG5406.The ellipsoidal height was determined by GPS observations
 DG5406.and is referenced to NAD 83.
 DG5406
 DG5406. The following values were computed from the NAD 83(2011) position.
 DG5406
 DG5406;                    North         East     Units Scale Factor Converg.
 DG5406;SPC MN C     -   245,822.263   761,786.673   MT  0.99992211   -0 21 32.0
 DG5406;SPC MN C     -   806,501.87  2,499,295.11   sFT  0.99992211   -0 21 32.0
 DG5406;UTM  15      - 5,130,074.395   365,552.820   MT  0.99982220   -1 15 46.1
 DG5406
 DG5406!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG5406!SPC MN C     -   0.99994376  x   0.99992211  =   0.99986587
 DG5406!UTM  15      -   0.99994376  x   0.99982220  =   0.99976597
 DG5406
 DG5406_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUM6555230074(NAD 83)
 DG5406
 DG5406                          SUPERSEDED SURVEY CONTROL
 DG5406
 DG5406  NAD 83(2007)-  46 18 39.27898(N)    094 44 46.09298(W) AD(2002.00) 0
 DG5406  ELLIP H (02/10/07)  358.831  (m)                       GP(2002.00)    
 DG5406  NAD 83(1996)-  46 18 39.27881(N)    094 44 46.09268(W) AD(       ) 1
 DG5406  ELLIP H (05/07/04)  358.861  (m)                       GP(       ) 4 1
 DG5406
 DG5406.Superseded values are not recommended for survey control.
 DG5406
 DG5406.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG5406.See file dsdata.pdf to determine how the superseded data were derived.
 DG5406
 DG5406_MARKER: DD = SURVEY DISK
 DG5406_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 DG5406_STAMPING: 3 KEE 1962
 DG5406_MARK LOGO: USGS
 DG5406_PROJECTION: RECESSED 20 CENTIMETERS
 DG5406_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT
 DG5406_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 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 = MARCH 21, 2026 06:05:54 EDT
 QO1166 ***********************************************************************
 QO1166  DESIGNATION -  3 KOS
 QO1166  PID         -  QO1166
 QO1166  STATE/COUNTY-  MN/HENNEPIN
 QO1166  COUNTRY     -  US
 QO1166  USGS QUAD   -  ROCKFORD (2019)
 QO1166
 QO1166                         *CURRENT SURVEY CONTROL
 QO1166  ______________________________________________________________________
 QO1166* NAD 83(1986) POSITION- 45 03 55.7    (N) 093 44 15.8    (W)   HD_HELD2
 QO1166* NAVD 88 ORTHO HEIGHT -   286.325 (meters)      939.38  (feet) ADJUSTED
 QO1166  ______________________________________________________________________
 QO1166  GEOID HEIGHT    -        -27.654 (meters)                     GEOID18
 QO1166  DYNAMIC HEIGHT  -        286.301 (meters)      939.31  (feet) COMP
 QO1166  MODELED GRAVITY -    980,526.5   (mgal)                       NAVD 88
 QO1166
 QO1166  VERT ORDER      -  SECOND    CLASS I
 QO1166
 QO1166.The horizontal coordinates were established by autonomous hand held GPS
 QO1166.observations and have an estimated accuracy of +/- 10 meters.
 QO1166
 QO1166.The orthometric height was determined by differential leveling and
 QO1166.adjusted by the NATIONAL GEODETIC SURVEY
 QO1166.in June 1991.
 QO1166
 QO1166.Significant digits in the geoid height do not necessarily reflect accuracy.
 QO1166.GEOID18 height accuracy estimate available here.
 QO1166
 QO1166.Click photographs - Photos may exist for this station.
 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     -   329,536.      820,656.      MT  (+/- 10 meters HH2 GPS)
 QO1166
 QO1166_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK4192290488(NAD 83)
 QO1166
 QO1166                          SUPERSEDED SURVEY CONTROL
 QO1166
 QO1166.No superseded survey control is available for this station.
 QO1166
 QO1166_MARKER: DV = VERTICAL CONTROL DISK
 QO1166_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 QO1166+WITH SETTING: INTO GROUND
 QO1166_STAMPING: 3 KOS 1977
 QO1166_MARK LOGO: MNHD
 QO1166_PROJECTION: FLUSH
 QO1166_MAGNETIC: I = MARKER IS A STEEL ROD
 QO1166_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QO1166_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 QO1166+SATELLITE: SATELLITE OBSERVATIONS - April 17, 2012
 QO1166_ROD/PIPE-DEPTH: 2.44 meters
 QO1166
 QO1166  HISTORY     - Date     Condition        Report By
 QO1166  HISTORY     - 19770401 MONUMENTED       MNDT
 QO1166  HISTORY     - 1978     GOOD             MNDT
 QO1166  HISTORY     - 20070823 MARK NOT FOUND   MNDT
 QO1166  HISTORY     - 20120417 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.
 QO1166
 QO1166                          STATION RECOVERY (2007)
 QO1166
 QO1166'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (JJB)
 QO1166'THE MARK WAS NOT RECOVERED.
 QO1166
 QO1166                          STATION RECOVERY (2012)
 QO1166
 QO1166'RECOVERY NOTE BY MN DEPT OF TRANSP 2012 (KMS)
 QO1166'THE VERTICAL CONTROL DISK IS LOCATED ABOUT 14.4 KM (8.9 MI) NORTHEAST
 QO1166'OF WATERTOWN, 5.0 KM (3.1 MI) EAST-NORTHEAST OF DELANO AND 2.4 KM (1.5
 QO1166'MI) SOUTH OF ROCKFORD.
 QO1166'
 QO1166'1.4 MI SOUTH OF ROCKFORD, 0.5 MI (0.8 KM) SOUTHWEST ALONG COUNTY ROAD
 QO1166'50 FROM THE JUNCTION OF COUNTY ROAD 50 AND TRUNK HIGHWAY 55 IN
 QO1166'ROCKFORD, THEN 0.9 MI (1.4 KM) SOUTH ON EAST LAKE REBECCA PARK
 QO1166'ROAD/TAMARACK STREET.
 QO1166'
 QO1166'THE VERTICAL CONTROL DISK IS FOUND 40.0 FT (12.2 M) EAST OF ROAD, 10.0
 QO1166'FT (3.0 M) EAST OF POWER POLE NUMBER 589 AND 1.5 FT (0.5 M) SOUTHWEST
 QO1166'OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DL1974 ***********************************************************************
 DL1974  DESIGNATION -  3 LMT
 DL1974  PID         -  DL1974
 DL1974  STATE/COUNTY-  MN/AITKIN
 DL1974  COUNTRY     -  US
 DL1974  USGS QUAD   -  BAIN (2019)
 DL1974
 DL1974                         *CURRENT SURVEY CONTROL
 DL1974  ______________________________________________________________________
 DL1974* NAD 83(1986) POSITION- 46 50 26.80   (N) 093 36 53.00   (W)   HD_HELD1
 DL1974* NAVD 88 ORTHO HEIGHT -   390.514 (meters)     1281.21  (feet) ADJUSTED
 DL1974  ______________________________________________________________________
 DL1974  GEOID HEIGHT    -        -28.547 (meters)                     GEOID18
 DL1974  DYNAMIC HEIGHT  -        390.538 (meters)     1281.29  (feet) COMP
 DL1974  MODELED GRAVITY -    980,663.4   (mgal)                       NAVD 88
 DL1974
 DL1974  VERT ORDER      -  SECOND    CLASS I
 DL1974
 DL1974.The horizontal coordinates were determined by differentially corrected
 DL1974.hand held GPS observations or other comparable positioning techniques
 DL1974.and have an estimated accuracy of +/- 3 meters.
 DL1974
 DL1974.The orthometric height was determined by differential leveling and
 DL1974.adjusted by the NATIONAL GEODETIC SURVEY
 DL1974.in April 2021.
 DL1974
 DL1974.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL1974.GEOID18 height accuracy estimate available here.
 DL1974
 DL1974.Click photographs - Photos may exist for this station.
 DL1974
 DL1974.The dynamic height is computed by dividing the NAVD 88
 DL1974.geopotential number by the normal gravity value computed on the
 DL1974.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL1974.degrees latitude (g = 980.6199 gals.).
 DL1974
 DL1974.The modeled gravity was interpolated from observed gravity values.
 DL1974
 DL1974;                    North         East    Units  Estimated Accuracy
 DL1974;SPC MN C     -   304,794.4     848,457.6     MT  (+/- 3 meters HH1 GPS) 
 DL1974
 DL1974_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVM5312687653(NAD 83)
 DL1974
 DL1974                          SUPERSEDED SURVEY CONTROL
 DL1974
 DL1974  NAVD 88 (05/06/09)  390.517  (m)         1281.22   (f) SUPERSEDED  2 1
 DL1974
 DL1974.Superseded values are not recommended for survey control.
 DL1974
 DL1974.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL1974.See file dsdata.pdf to determine how the superseded data were derived.
 DL1974
 DL1974_MARKER: DD = SURVEY DISK
 DL1974_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 DL1974_STAMPING: 3 LMT 1969
 DL1974_MARK LOGO: USGS
 DL1974_PROJECTION: RECESSED 5 CENTIMETERS
 DL1974_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DL1974_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DL1974_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DL1974+SATELLITE: SATELLITE OBSERVATIONS - March 29, 2017
 DL1974
 DL1974  HISTORY     - Date     Condition        Report By
 DL1974  HISTORY     - 1969     MONUMENTED       USGS
 DL1974  HISTORY     - 19970709 GOOD             MNDT
 DL1974  HISTORY     - 20090205 GOOD             MNDT
 DL1974  HISTORY     - 20170329 GOOD             MNDT
 DL1974
 DL1974                          STATION DESCRIPTION
 DL1974
 DL1974'DESCRIBED BY MN DEPT OF TRANSP 1997 (WAS)
 DL1974'THE STATION IS LOCATED ABOUT 7.0 MI (11.3 KM) NORTH OF WAUKENABO, 4.7
 DL1974'MI (7.6 KM) SOUTHEAST OF SWATARA AND 3.6 MI (5.9 KM) NORTH-NORTHWEST
 DL1974'OF BAIN.  THE MARK IS LOCATED ABOUT 10 MI (16.1 KM) SOUTH OF HILL
 DL1974'CITY, 100 FT (30.5 M) WEST OF TH 169, TH 169 MP 276.8, 6 FT (1.8 M)
 DL1974'NORTH OF NORTHERN MOST WHITE PINE TREE OF THREE, 1.0 FT (0.3 M) EAST
 DL1974'OF WITNESS POST.
 DL1974
 DL1974                          STATION RECOVERY (2009)
 DL1974
 DL1974'RECOVERY NOTE BY MN DEPT OF TRANSP 2009 (DAS)
 DL1974'RECOVERED AS DESCRIBED.
 DL1974
 DL1974                          STATION RECOVERY (2017)
 DL1974
 DL1974'RECOVERY NOTE BY MN DEPT OF TRANSP 2017 (MAS)
 DL1974'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DH5969 ***********************************************************************
 DH5969  DESIGNATION -  3 LNB
 DH5969  PID         -  DH5969
 DH5969  STATE/COUNTY-  MN/OTTER TAIL
 DH5969  COUNTRY     -  US
 DH5969  USGS QUAD   -  HENNING (2019)
 DH5969
 DH5969                         *CURRENT SURVEY CONTROL
 DH5969  ______________________________________________________________________
 DH5969* NAD 83(1986) POSITION- 46 18 06.     (N) 095 24 02.     (W)   SCALED
 DH5969* NAVD 88 ORTHO HEIGHT -   449.499 (meters)     1474.73  (feet) ADJUSTED
 DH5969  ______________________________________________________________________
 DH5969  GEOID HEIGHT    -        -26.514 (meters)                     GEOID18
 DH5969  DYNAMIC HEIGHT  -        449.507 (meters)     1474.76  (feet) COMP
 DH5969  MODELED GRAVITY -    980,619.2   (mgal)                       NAVD 88
 DH5969
 DH5969  VERT ORDER      -  THIRD
 DH5969
 DH5969.The horizontal coordinates were scaled from a map and have
 DH5969.an estimated accuracy of +/- 6 seconds.
 DH5969
 DH5969.The orthometric height was determined by differential leveling and
 DH5969.adjusted by the NATIONAL GEODETIC SURVEY
 DH5969.in May 2009.
 DH5969
 DH5969.No vertical observational check was made to the station.
 DH5969
 DH5969.Significant digits in the geoid height do not necessarily reflect accuracy.
 DH5969.GEOID18 height accuracy estimate available here.
 DH5969
 DH5969.Click photographs - Photos may exist for this station.
 DH5969
 DH5969.The dynamic height is computed by dividing the NAVD 88
 DH5969.geopotential number by the normal gravity value computed on the
 DH5969.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH5969.degrees latitude (g = 980.6199 gals.).
 DH5969
 DH5969.The modeled gravity was interpolated from observed gravity values.
 DH5969
 DH5969;                    North         East    Units  Estimated Accuracy
 DH5969;SPC MN C     -   245,320.      711,370.      MT  (+/- 180 meters Scaled)
 DH5969
 DH5969_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUM151303(NAD 83)
 DH5969
 DH5969                          SUPERSEDED SURVEY CONTROL
 DH5969
 DH5969.No superseded survey control is available for this station.
 DH5969
 DH5969_MARKER: DB = BENCH MARK DISK
 DH5969_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH5969_STAMPING: 3 LNB 1967
 DH5969_MARK LOGO: USGS
 DH5969_MAGNETIC: N = NO MAGNETIC MATERIAL
 DH5969_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DH5969+STABILITY: SURFACE MOTION
 DH5969
 DH5969  HISTORY     - Date     Condition        Report By
 DH5969  HISTORY     - 1967     MONUMENTED       USGS
 DH5969
 DH5969                          STATION DESCRIPTION
 DH5969
 DH5969'DESCRIBED BY US GEOLOGICAL SURVEY 1967 (LLB)
 DH5969'HENNING, ABOUT 2.4 MI (3.9 KM) SE. OF ALONG THE SOO LINE RR., ALMORA,
 DH5969'ABOUT 4.3 MI (6.9 KM) NW. OF, ALONG THE SOO LINE RR., NEAR THE CENTER
 DH5969'OF THE SW. 1/4 OF SECTION 30, T. 133 NORTH, R. 37 WEST, ABOUT 0.25 MI
 DH5969'(0.40 KM) SE. OF MILEPOST 168, 154 FT (46.9 M) WEST OF COOUNT ROAD AT
 DH5969'CENTER OF CURVE, 154 FT (46.9 M) NW. OF A T-FENCE S., 46 FT (14.0 M)
 DH5969'SW. OF CENTER OF TRACKS, 1 FT (0.3 M) NE. OF RIGHT-OF-WAY FENCE AND
 DH5969'1.6 FT (0.5 M) NW. OF A METAL WITNESS POST, IN TOP OF CONCRETE POST, A
 DH5969'STANDARD TABLET STAMPED 3 LNB 1967
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DE9754 ***********************************************************************
 DE9754  DESIGNATION -  3 PGH
 DE9754  PID         -  DE9754
 DE9754  STATE/COUNTY-  MN/CLEARWATER
 DE9754  COUNTRY     -  US
 DE9754  USGS QUAD   -  BERNER NE (2019)
 DE9754
 DE9754                         *CURRENT SURVEY CONTROL
 DE9754  ______________________________________________________________________
 DE9754* NAD 83(2011) POSITION- 47 57 35.24387(N) 095 16 28.83228(W)   ADJUSTED
 DE9754* NAD 83(2011) ELLIP HT-   332.250 (meters)        (06/27/12)   ADJUSTED
 DE9754* NAD 83(2011) EPOCH   -  2010.00
 DE9754* NAVD 88 ORTHO HEIGHT -   360.195 (meters)     1181.74  (feet) ADJUSTED
 DE9754  ______________________________________________________________________
 DE9754  GEOID HEIGHT    -        -27.950 (meters)                     GEOID18
 DE9754  NAD 83(2011) X  -   -393,394.569 (meters)                     COMP
 DE9754  NAD 83(2011) Y  - -4,261,140.968 (meters)                     COMP
 DE9754  NAD 83(2011) Z  -  4,714,130.268 (meters)                     COMP
 DE9754  LAPLACE CORR    -         -3.91  (seconds)                    DEFLEC18
 DE9754  DYNAMIC HEIGHT  -        360.256 (meters)     1181.94  (feet) COMP
 DE9754  MODELED GRAVITY -    980,770.6   (mgal)                       NAVD 88
 DE9754
 DE9754  VERT ORDER      -  SECOND    CLASS I
 DE9754
 DE9754  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DE9754  Standards:
 DE9754         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DE9754            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DE9754  -------------------------------------------------------------------
 DE9754  NETWORK    0.78   0.63           0.35   0.28   0.32     -0.02767924
 DE9754  -------------------------------------------------------------------
 DE9754  Click here for local accuracies and other accuracy information.
 DE9754
 DE9754.The horizontal coordinates were established by GPS observations
 DE9754.and adjusted by the National Geodetic Survey in June 2012.
 DE9754
 DE9754.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DE9754.been affixed to the stable North American tectonic plate. See 
 DE9754.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DE9754
 DE9754.The horizontal coordinates are valid at the epoch date displayed above
 DE9754.which is a decimal equivalence of Year/Month/Day.
 DE9754
 DE9754.The orthometric height was determined by differential leveling and
 DE9754.adjusted by the NATIONAL GEODETIC SURVEY
 DE9754.in August 2019.
 DE9754
 DE9754.Significant digits in the geoid height do not necessarily reflect accuracy.
 DE9754.GEOID18 height accuracy estimate available here.
 DE9754
 DE9754.Click photographs - Photos may exist for this 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 DEFLEC18 derived deflections.
 DE9754
 DE9754.The ellipsoidal height was determined by GPS observations
 DE9754.and is referenced to NAD 83.
 DE9754
 DE9754.The dynamic height is computed by dividing the NAVD 88
 DE9754.geopotential number by the normal gravity value computed on the
 DE9754.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE9754.degrees latitude (g = 980.6199 gals.).
 DE9754
 DE9754.The modeled gravity was interpolated from observed gravity values.
 DE9754
 DE9754. The following values were computed from the NAD 83(2011) position.
 DE9754
 DE9754;                    North         East     Units Scale Factor Converg.
 DE9754;SPC MN N     -   264,574.386   637,624.816   MT  0.99990517   -1 36 42.9
 DE9754;SPC MN N     -   868,024.46  2,091,940.75   sFT  0.99990517   -1 36 42.9
 DE9754;UTM  15      - 5,314,335.049   330,192.164   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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUP3019214335(NAD 83)
 DE9754
 DE9754                          SUPERSEDED SURVEY CONTROL
 DE9754
 DE9754  NAD 83(2007)-  47 57 35.24411(N)    095 16 28.83301(W) AD(2002.00) 0
 DE9754  ELLIP H (02/10/07)  332.285  (m)                       GP(2002.00)    
 DE9754  NAD 83(1996)-  47 57 35.24414(N)    095 16 28.83303(W) AD(       ) 1
 DE9754  ELLIP H (01/24/03)  332.274  (m)                       GP(       ) 4 1
 DE9754  NAVD 88 (10/29/07)  360.199  (m)         1181.75   (f) SUPERSEDED  2 1
 DE9754  NAVD 88 (04/16/04)  360.232  (m)         1181.86   (f) SUPERSEDED  2 1
 DE9754  NAVD 88             360.20   (m)         1181.8    (f) LEVELING    3  
 DE9754
 DE9754.Superseded values are not recommended for survey control.
 DE9754
 DE9754.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE9754.See file dsdata.pdf to determine how the superseded data were derived.
 DE9754
 DE9754_MARKER: DB = BENCH MARK DISK
 DE9754_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DE9754_SP_SET: BRIDGE HEADWALL
 DE9754_STAMPING: 3 PGH 1972
 DE9754_MARK LOGO: USGS
 DE9754_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DE9754_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DE9754_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE9754+SATELLITE: SATELLITE OBSERVATIONS - February 09, 2023
 DE9754
 DE9754  HISTORY     - Date     Condition        Report By
 DE9754  HISTORY     - 1972     MONUMENTED       USGS
 DE9754  HISTORY     - 20010710 GOOD             MNDT
 DE9754  HISTORY     - 20010720 GOOD             MNDT
 DE9754  HISTORY     - 20230209 GOOD             USACES
 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.
 DE9754
 DE9754                          STATION RECOVERY (2023)
 DE9754
 DE9754'RECOVERY NOTE BY USACE ST. PAUL  MN DISTRICT 2023 (PJ)
 DE9754'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DM2874 ***********************************************************************
 DM2874  HT_MOD      -  This is a Height Modernization Survey Station.
 DM2874  DESIGNATION -  3 RB
 DM2874  PID         -  DM2874
 DM2874  STATE/COUNTY-  MN/POPE
 DM2874  COUNTRY     -  US
 DM2874  USGS QUAD   -  CYRUS (2019)
 DM2874
 DM2874                         *CURRENT SURVEY CONTROL
 DM2874  ______________________________________________________________________
 DM2874* NAD 83(2011) POSITION- 45 30 48.34268(N) 095 44 50.69097(W)   ADJUSTED
 DM2874* NAD 83(2011) ELLIP HT-   306.610 (meters)        (06/27/12)   ADJUSTED
 DM2874* NAD 83(2011) EPOCH   -  2010.00
 DM2874* NAVD 88 ORTHO HEIGHT -   332.87  (meters)     1092.1   (feet) GPS OBS
 DM2874  ______________________________________________________________________
 DM2874  NAVD 88 orthometric height was determined with geoid model    GEOID03
 DM2874  GEOID HEIGHT    -        -26.176 (meters)                     GEOID03
 DM2874  GEOID HEIGHT    -        -26.269 (meters)                     GEOID18
 DM2874  NAD 83(2011) X  -   -448,368.696 (meters)                     COMP
 DM2874  NAD 83(2011) Y  - -4,454,770.314 (meters)                     COMP
 DM2874  NAD 83(2011) Z  -  4,527,733.906 (meters)                     COMP
 DM2874  LAPLACE CORR    -          0.16  (seconds)                    DEFLEC18
 DM2874
 DM2874  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DM2874  Standards:
 DM2874         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DM2874            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DM2874  -------------------------------------------------------------------
 DM2874  NETWORK    0.26   0.41           0.12   0.09   0.21      0.11876647
 DM2874  -------------------------------------------------------------------
 DM2874  Click here for local accuracies and other accuracy information.
 DM2874
 DM2874.The horizontal coordinates were established by GPS observations
 DM2874.and adjusted by the National Geodetic Survey in June 2012.
 DM2874
 DM2874.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DM2874.been affixed to the stable North American tectonic plate. See 
 DM2874.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DM2874
 DM2874.The horizontal coordinates are valid at the epoch date displayed above
 DM2874.which is a decimal equivalence of Year/Month/Day.
 DM2874
 DM2874.The orthometric height was determined by GPS observations and a
 DM2874.high-resolution geoid model using precise GPS observation and
 DM2874.processing techniques.
 DM2874
 DM2874.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM2874.GEOID18 height accuracy estimate available here.
 DM2874
 DM2874.Click photographs - Photos may exist for this station.
 DM2874
 DM2874.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DM2874
 DM2874.The Laplace correction was computed from DEFLEC18 derived deflections.
 DM2874
 DM2874.The ellipsoidal height was determined by GPS observations
 DM2874.and is referenced to NAD 83.
 DM2874
 DM2874. The following values were computed from the NAD 83(2011) position.
 DM2874
 DM2874;                    North         East     Units Scale Factor Converg.
 DM2874;SPC MN C     -   158,172.582   682,996.999   MT  1.00002397   -1 04 59.6
 DM2874;SPC MN C     -   518,937.88  2,240,799.32   sFT  1.00002397   -1 04 59.6
 DM2874;UTM  15      - 5,043,660.333   285,405.721   MT  1.00016622   -1 57 38.8
 DM2874
 DM2874!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DM2874!SPC MN C     -   0.99995193  x   1.00002397  =   0.99997590
 DM2874!UTM  15      -   0.99995193  x   1.00016622  =   1.00011814
 DM2874
 DM2874_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTL8540543660(NAD 83)
 DM2874
 DM2874                          SUPERSEDED SURVEY CONTROL
 DM2874
 DM2874  NAD 83(2007)-  45 30 48.34272(N)    095 44 50.69176(W) AD(2002.00) 1
 DM2874  ELLIP H (08/27/10)  306.654  (m)                       GP(2002.00) 3 1
 DM2874
 DM2874.Superseded values are not recommended for survey control.
 DM2874
 DM2874.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DM2874.See file dsdata.pdf to determine how the superseded data were derived.
 DM2874
 DM2874_MARKER: DB = BENCH MARK DISK
 DM2874_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DM2874_STAMPING: 3 RB 1966 1091
 DM2874_MARK LOGO: USGS
 DM2874_PROJECTION: PROJECTING 3 CENTIMETERS
 DM2874_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT
 DM2874_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DM2874+STABILITY: SURFACE MOTION
 DM2874_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DM2874+SATELLITE: SATELLITE OBSERVATIONS - June 08, 2021
 DM2874
 DM2874  HISTORY     - Date     Condition        Report By
 DM2874  HISTORY     - 19660401 MONUMENTED       USGS
 DM2874  HISTORY     - 20090806 GOOD             MNDT
 DM2874  HISTORY     - 20210608 GOOD             MNDT
 DM2874
 DM2874                          STATION DESCRIPTION
 DM2874
 DM2874'DESCRIBED BY MN DEPT OF TRANSP 2009 (MPP)
 DM2874'THE MARK WAS RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.
 DM2874'THE MARK IS 2.3 MILES EAST-NORTHEAST OF HANCOCK, 0.7 MILE
 DM2874'NORTH-NORTHEAST ALONG COUNTY ROAD 1 (270TH STREET) FROM JUNCTION OF
 DM2874'COUNTY ROAD 1 AND TRUNK HIGHWAY 9 IN HANCOCK TO JUNCTION OF COUNTY
 DM2874'ROAD 51 (270TH STREET), THEN 1.0 MILE EAST ALONG COUNTY ROAD 1, THEN
 DM2874'1.0 MILE EAST ALONG 270TH STREET TO TEE-JUNCTION OF 400TH AVENUE, 37.0
 DM2874'FEET EAST OF 400TH AVENUE, 24.0 FEET SOUTH OF 270TH STREET, 26.0 FEET
 DM2874'SOUTH AND 1.5 FEET WEST OF TEE-FENCE EAST, 3.0 FEET SOUTH OF WITNESS
 DM2874'POST.
 DM2874
 DM2874                          STATION RECOVERY (2021)
 DM2874
 DM2874'RECOVERY NOTE BY MN DEPT OF TRANSP 2021 (KMS)
 DM2874'2.3 MI (3.7 KM) EAST-NORTHEAST OF HANCOCK, 0.7 MI (1.1 KM)
 DM2874'NORTH-NORTHEAST ALONG COUNTY ROAD 1 (270TH STREET) FROM THE JUNCTION
 DM2874'OF COUNTY ROAD 1 AND TRUNK HIGHWAY 9 IN HANCOCK, THEN 1.0 MI (1.6 KM)
 DM2874'EAST ALONG COUNTY ROAD 1, THEN 1.0 MI (1.6 KM) EAST ALONG 270TH
 DM2874'STREET, 37.0 FT (11.3 M) EAST OF 400TH AVENUE, 24.0 FT (7.3 M) SOUTH
 DM2874'OF 270TH STREET EXTENDED, 3.0 FT (0.9 M) SOUTH OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 QQ0746 ***********************************************************************
 QQ0746  DESIGNATION -  3 RESET
 QQ0746  PID         -  QQ0746
 QQ0746  STATE/COUNTY-  MN/BIG STONE
 QQ0746  COUNTRY     -  US
 QQ0746  USGS QUAD   -  ORTONVILLE (2019)
 QQ0746
 QQ0746                         *CURRENT SURVEY CONTROL
 QQ0746  ______________________________________________________________________
 QQ0746* NAD 83(1986) POSITION- 45 18 21.14   (N) 096 26 51.38   (W)   HD_HELD1
 QQ0746* NAVD 88 ORTHO HEIGHT -   298.143 (meters)      978.16  (feet) ADJUSTED
 QQ0746  ______________________________________________________________________
 QQ0746  GEOID HEIGHT    -        -26.087 (meters)                     GEOID18
 QQ0746  DYNAMIC HEIGHT  -        298.125 (meters)      978.10  (feet) COMP
 QQ0746  MODELED GRAVITY -    980,546.2   (mgal)                       NAVD 88
 QQ0746
 QQ0746  VERT ORDER      -  SECOND    CLASS I
 QQ0746
 QQ0746.The horizontal coordinates were determined by differentially corrected
 QQ0746.hand held GPS observations or other comparable positioning techniques
 QQ0746.and have an estimated accuracy of +/- 3 meters.
 QQ0746
 QQ0746.The orthometric height was determined by differential leveling and
 QQ0746.adjusted by the NATIONAL GEODETIC SURVEY
 QQ0746.in July 2008.
 QQ0746
 QQ0746.Significant digits in the geoid height do not necessarily reflect accuracy.
 QQ0746.GEOID18 height accuracy estimate available here.
 QQ0746
 QQ0746.Click photographs - Photos may exist for this station.
 QQ0746
 QQ0746.The dynamic height is computed by dividing the NAVD 88
 QQ0746.geopotential number by the normal gravity value computed on the
 QQ0746.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QQ0746.degrees latitude (g = 980.6199 gals.).
 QQ0746
 QQ0746.The modeled gravity was interpolated from observed gravity values.
 QQ0746
 QQ0746;                    North         East    Units  Estimated Accuracy
 QQ0746;SPC MN S     -   359,093.1     608,068.3     MT  (+/- 3 meters HH1 GPS) 
 QQ0746
 QQ0746_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQR0009320099(NAD 83)
 QQ0746
 QQ0746                          SUPERSEDED SURVEY CONTROL
 QQ0746
 QQ0746  NAVD 88 (07/28/98)  298.158  (m)          978.21   (f) SUPERSEDED  1 2
 QQ0746  NGVD 29 (04/14/03)  298.07   (m)          977.9    (f) RESET       3  
 QQ0746
 QQ0746.Superseded values are not recommended for survey control.
 QQ0746
 QQ0746.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QQ0746.See file dsdata.pdf to determine how the superseded data were derived.
 QQ0746
 QQ0746_MARKER: DV = VERTICAL CONTROL DISK
 QQ0746_SETTING: 30 = SET IN A LIGHT STRUCTURE
 QQ0746_SP_SET: CONCRETE FOOTING
 QQ0746_STAMPING: 3 USE RESET 1976
 QQ0746_MARK LOGO: NGS
 QQ0746_MAGNETIC: N = NO MAGNETIC MATERIAL
 QQ0746_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QQ0746_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 QQ0746+SATELLITE: SATELLITE OBSERVATIONS - May 31, 2007
 QQ0746
 QQ0746  HISTORY     - Date     Condition        Report By
 QQ0746  HISTORY     - 1976     MONUMENTED       NGS
 QQ0746  HISTORY     - 19970609 GOOD             NGS
 QQ0746  HISTORY     - 20050921 GOOD             MNDT
 QQ0746  HISTORY     - 20070531 GOOD             MNDT
 QQ0746
 QQ0746                          STATION DESCRIPTION
 QQ0746
 QQ0746'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 QQ0746'IN ORTONVILLE.
 QQ0746'AT THE INTERSECTION OF MADISON AVENUE AND FIRST STREET NW, 49 FEET
 QQ0746'SOUTHWEST OF THE CENTER OF THE MANHOLE COVER IN THE CENTER OF THE
 QQ0746'INTERSECTION, 39.3 FEET EAST OF THE NORTHEAST CORNER OF THE RED OWL
 QQ0746'STORE, 34 FEET WEST OF THE CENTER OF FIRST STREET, 30 FEET SOUTH OF
 QQ0746'THE CENTER MADISON AVENUE, IN THE TOP OF THE NORTHWEST 1 OF 2
 QQ0746'CONCRETE PILLARS WHICH SUPPORT A RED OWL STORE SIGN, THE PILLAR IS 20
 QQ0746'BY 20-INCHES SQUARE AND PROJECTS 18-INCHES ABOVE GROUND. THE USE BENCH
 QQ0746'MARK NO 3, A COPPER PLUG IN A GRANITE MONUMENT, WAS RECOVERED IN GOOD
 QQ0746'CONDITION AND REMOVED AT THIS TIME. IT WAS THE UNDERGROUND MARKER.
 QQ0746
 QQ0746                          STATION RECOVERY (1997)
 QQ0746
 QQ0746'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (GAS)
 QQ0746'IN ORTONVILLE, AT THE INTERSECTION OF MADISON AVENUE AND 1ST STREET,
 QQ0746'IN THE CONCRETE FOOTING FOR THE NORTHEAST LEG FOR A SIGN (BILLS SUPER
 QQ0746'VALUE), 10.2 M (33.5 FT) SOUTHWEST OF THE STREET CENTERLINE, 9.2 M
 QQ0746'(30.2 FT) SOUTHEAST OF THE AVENUE CENTERLINE, 4.7 M (15.4 FT)
 QQ0746'NORTHEAST OF THE NORTHEAST CORNER OF THE STORE, AND 0.5 M (1.6 FT)
 QQ0746'ABOVE THE LEVEL OF THE AVENUE.
 QQ0746
 QQ0746                          STATION RECOVERY (2005)
 QQ0746
 QQ0746'RECOVERY NOTE BY MN DEPT OF TRANSP 2005 (KNB)
 QQ0746'RECOVERED AS DESCRIBED.
 QQ0746
 QQ0746                          STATION RECOVERY (2007)
 QQ0746
 QQ0746'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (CAG)
 QQ0746'IN ORTONVILLE, AT THE INTERSECTION OF MADISON AVENUE AND FIRST STREET
 QQ0746'NORTHWEST, 49 FEET SOUTHWEST OF THE CENTER OF THE MANHOLE COVER IN THE
 QQ0746'INTERSECTION, 15.4 FEET EAST OF THE NORTHEAST CORNER OF BILL'S
 QQ0746'SUPERVALU FOODS, 34 FEET WEST OF THE CENTER OF FIRST STREET, 30 FEET
 QQ0746'SOUTH OF MADISON AVENUE, IN THE TOP OF THE NORTHWEST 1 OF 2 CONCRETE
 QQ0746'PILLAS WHICH SUPPORT A RED OWL STORE SIGN, THE PILLAR IS 20 BY
 QQ0746'20-INCHES SQUARE AND POJECTS 18-INCHES ABOVE GROUND. STORE THE CENTER
 QQ0746'MADISON AVENUE CONCRETE PILLARS WHICH SUPPORT A SUPERVALUE STORE STORE
 QQ0746'SIGN BY 20-INCHES SQUARE AND PROJECTS 18-INCHES ABOVE GROUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DO1224 ***********************************************************************
 DO1224  DESIGNATION -  3 SEM
 DO1224  PID         -  DO1224
 DO1224  STATE/COUNTY-  MN/AITKIN
 DO1224  COUNTRY     -  US
 DO1224  USGS QUAD   -  SPLIT ROCK LAKE (2019)
 DO1224
 DO1224                         *CURRENT SURVEY CONTROL
 DO1224  ______________________________________________________________________
 DO1224* NAD 83(1986) POSITION- 46 26 49.     (N) 093 12 07.     (W)   SCALED
 DO1224* NAVD 88 ORTHO HEIGHT -   400.140 (meters)     1312.79  (feet) ADJUSTED
 DO1224  ______________________________________________________________________
 DO1224  GEOID HEIGHT    -        -27.851 (meters)                     GEOID18
 DO1224  DYNAMIC HEIGHT  -        400.156 (meters)     1312.85  (feet) COMP
 DO1224  MODELED GRAVITY -    980,640.3   (mgal)                       NAVD 88
 DO1224
 DO1224  VERT ORDER      -  SECOND    CLASS I
 DO1224
 DO1224.The horizontal coordinates were scaled from a map and have
 DO1224.an estimated accuracy of +/- 6 seconds.
 DO1224
 DO1224.The orthometric height was determined by differential leveling and
 DO1224.adjusted by the NATIONAL GEODETIC SURVEY
 DO1224.in November 2013.
 DO1224
 DO1224.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO1224.GEOID18 height accuracy estimate available here.
 DO1224
 DO1224.Click photographs - Photos may exist for this station.
 DO1224
 DO1224.The dynamic height is computed by dividing the NAVD 88
 DO1224.geopotential number by the normal gravity value computed on the
 DO1224.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO1224.degrees latitude (g = 980.6199 gals.).
 DO1224
 DO1224.The modeled gravity was interpolated from observed gravity values.
 DO1224
 DO1224;                    North         East    Units  Estimated Accuracy
 DO1224;SPC MN C     -   261,360.      880,520.      MT  (+/- 180 meters Scaled)
 DO1224
 DO1224_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVM844437(NAD 83)
 DO1224
 DO1224                          SUPERSEDED SURVEY CONTROL
 DO1224
 DO1224.No superseded survey control is available for this station.
 DO1224
 DO1224_MARKER: DB = BENCH MARK DISK
 DO1224_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DO1224_STAMPING: 3 SEM 1967 1312
 DO1224_MARK LOGO: USGS
 DO1224_PROJECTION: PROJECTING 10 CENTIMETERS
 DO1224_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 DO1224_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DO1224+STABILITY: SURFACE MOTION
 DO1224_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DO1224+SATELLITE: SATELLITE OBSERVATIONS - December 20, 2006
 DO1224
 DO1224  HISTORY     - Date     Condition        Report By
 DO1224  HISTORY     - 1967     MONUMENTED       USGS
 DO1224  HISTORY     - 20061220 GOOD             MNDT
 DO1224
 DO1224                          STATION DESCRIPTION
 DO1224
 DO1224'DESCRIBED BY MN DEPT OF TRANSP 2006 (MAS)
 DO1224'THE STATION IS LOCATED ABOUT 8.3 MI (13.4 KM) NORTHWEST OF ARTHYDE,
 DO1224'7.0 MI (11.3 KM) WEST OF RONALD AND 6.3 MI (10.1 KM) SOUTH-SOUTHWEST
 DO1224'OF LAWLER.
 DO1224'
 DO1224'THE MARK IS 7.4 MI (11.9 KM) SOUTHEAST OF EAST LAKE, 3.0 MI (4.8 KM)
 DO1224'EAST ALONG TRUNK HIGHWAY 27 FROM THE JUNCTION OF TRUNK HIGHWAY 27 AND
 DO1224'TRUNK HIGHWAY 65, AT TRUNK HIGHWAY 27 MILE POINT 225.15.
 DO1224'
 DO1224'IT IS 156.0 FT (47.5 M) NORTH OF TRUNK HIGHWAY 27, 2.0 FT (0.6 M) WEST
 DO1224'OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 PQ1100 ***********************************************************************
 PQ1100  DESIGNATION -  3 T
 PQ1100  PID         -  PQ1100
 PQ1100  STATE/COUNTY-  MN/LYON
 PQ1100  COUNTRY     -  US
 PQ1100  USGS QUAD   -  RUSSELL (2019)
 PQ1100
 PQ1100                         *CURRENT SURVEY CONTROL
 PQ1100  ______________________________________________________________________
 PQ1100* NAD 83(1996) POSITION- 44 22 04.79193(N) 095 59 54.40997(W)   ADJUSTED
 PQ1100* NAVD 88 ORTHO HEIGHT -   482.54  (+/-2cm)     1583.1   (feet) VERTCON3
 PQ1100  ______________________________________________________________________
 PQ1100  GEOID HEIGHT    -        -26.551 (meters)                     GEOID18
 PQ1100  LAPLACE CORR    -         -4.65  (seconds)                    DEFLEC18
 PQ1100  HORZ ORDER      -  THIRD
 PQ1100  VERT ORDER      -  THIRD ? (See Below)
 PQ1100
 PQ1100.The horizontal coordinates were established by classical geodetic methods
 PQ1100.and adjusted by the National Geodetic Survey in March 1999.
 PQ1100
 PQ1100.The NAVD 88 height was computed by applying the VERTCON shift value to
 PQ1100.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PQ1100
 PQ1100.Significant digits in the geoid height do not necessarily reflect accuracy.
 PQ1100.GEOID18 height accuracy estimate available here.
 PQ1100
 PQ1100.The vertical order pertains to the NGVD 29 superseded value.
 PQ1100
 PQ1100.Click photographs - Photos may exist for this station.
 PQ1100
 PQ1100.The Laplace correction was computed from DEFLEC18 derived deflections.
 PQ1100
 PQ1100. The following values were computed from the NAD 83(1996) position.
 PQ1100
 PQ1100;                    North         East     Units Scale Factor Converg.
 PQ1100;SPC MN S     -   253,946.873   640,734.046   MT  0.99992474   -1 24 02.8
 PQ1100;SPC MN S     -   833,157.37  2,102,141.62   sFT  0.99992474   -1 24 02.8
 PQ1100;UTM  15      - 4,917,120.273   261,090.449   MT  1.00030200   -2 05 51.7
 PQ1100;UTM  14      - 4,917,129.342   739,157.001   MT  1.00030346   +2 05 59.5
 PQ1100
 PQ1100!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PQ1100!SPC MN S     -   0.99992851  x   0.99992474  =   0.99985325
 PQ1100!UTM  15      -   0.99992851  x   1.00030200  =   1.00023048
 PQ1100!UTM  14      -   0.99992851  x   1.00030346  =   1.00023194
 PQ1100
 PQ1100_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTK6109017120(NAD 83)
 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             482.31   (m)         1582.4    (f) LEVELING    3  
 PQ1100
 PQ1100.Superseded values are not recommended for survey control.
 PQ1100
 PQ1100.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PQ1100.See file dsdata.pdf to determine how the superseded data were derived.
 PQ1100
 PQ1100_MARKER: DB = BENCH MARK DISK
 PQ1100_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PQ1100_STAMPING: 3 T 1960 1582
 PQ1100_MARK LOGO: USGS
 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 = MARCH 21, 2026 06:05:54 EDT
 DS1487 ***********************************************************************
 DS1487  HT_MOD      -  This is a Height Modernization Survey Station.
 DS1487  DESIGNATION -  3 TPA RESET
 DS1487  PID         -  DS1487
 DS1487  STATE/COUNTY-  MN/BELTRAMI
 DS1487  COUNTRY     -  US
 DS1487  USGS QUAD   -  NEBISH (2019)
 DS1487
 DS1487                         *CURRENT SURVEY CONTROL
 DS1487  ______________________________________________________________________
 DS1487* NAD 83(2011) POSITION- 47 51 38.09227(N) 094 45 49.78851(W)   ADJUSTED
 DS1487* NAD 83(2011) ELLIP HT-   342.209 (meters)        (05/14/24)   ADJUSTED
 DS1487* NAD 83(2011) EPOCH   -  2010.00
 DS1487* NAVD 88 ORTHO HEIGHT -   370.39  (meters)     1215.2   (feet) GPS OBS
 DS1487  ______________________________________________________________________
 DS1487  GEOID HEIGHT    -        -28.196 (meters)                     GEOID18
 DS1487  NAD 83(2011) X  -   -356,067.801 (meters)                     COMP
 DS1487  NAD 83(2011) Y  - -4,272,643.804 (meters)                     COMP
 DS1487  NAD 83(2011) Z  -  4,706,743.326 (meters)                     COMP
 DS1487  LAPLACE CORR    -         -0.57  (seconds)                    DEFLEC18
 DS1487
 DS1487  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DS1487  Standards:
 DS1487         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DS1487            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DS1487  -------------------------------------------------------------------
 DS1487  NETWORK    0.85   1.74           0.40   0.27   0.89      0.02960394
 DS1487  -------------------------------------------------------------------
 DS1487  Click here for local accuracies and other accuracy information.
 DS1487
 DS1487.The horizontal coordinates were established by GPS observations
 DS1487.and adjusted by the MN DEPT OF TRANSP in May 2024.
 DS1487
 DS1487.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DS1487.been affixed to the stable North American tectonic plate. See 
 DS1487.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DS1487
 DS1487.The horizontal coordinates are valid at the epoch date displayed above
 DS1487.which is a decimal equivalence of Year/Month/Day.
 DS1487
 DS1487.The orthometric height was determined by GPS observations and a
 DS1487.high-resolution geoid model using precise GPS observation and
 DS1487.processing techniques.
 DS1487
 DS1487.Significant digits in the geoid height do not necessarily reflect accuracy.
 DS1487.GEOID18 height accuracy estimate available here.
 DS1487
 DS1487.Click photographs - Photos may exist for this station.
 DS1487
 DS1487.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DS1487
 DS1487.The Laplace correction was computed from DEFLEC18 derived deflections.
 DS1487
 DS1487.The ellipsoidal height was determined by GPS observations
 DS1487.and is referenced to NAD 83.
 DS1487
 DS1487. The following values were computed from the NAD 83(2011) position.
 DS1487
 DS1487;                    North         East     Units Scale Factor Converg.
 DS1487;SPC MN N     -   252,600.047   675,523.618   MT  0.99990291   -1 13 59.7
 DS1487;SPC MN N     -   828,738.65  2,216,280.40   sFT  0.99990291   -1 13 59.7
 DS1487;UTM  15      - 5,302,310.571   368,074.143   MT  0.99981387   -1 18 29.1
 DS1487
 DS1487!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DS1487!SPC MN N     -   0.99994637  x   0.99990291  =   0.99984928
 DS1487!UTM  15      -   0.99994637  x   0.99981387  =   0.99976025
 DS1487
 DS1487_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUP6807402310(NAD 83)
 DS1487
 DS1487                          SUPERSEDED SURVEY CONTROL
 DS1487
 DS1487.No superseded survey control is available for this station.
 DS1487
 DS1487_MARKER: DD = SURVEY DISK
 DS1487_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 DS1487_STAMPING: 3 TPA 1972
 DS1487_MARK LOGO: USGS
 DS1487_PROJECTION: RECESSED 3 CENTIMETERS
 DS1487_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DS1487_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DS1487_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DS1487+SATELLITE: SATELLITE OBSERVATIONS - July 26, 2023
 DS1487
 DS1487  HISTORY     - Date     Condition        Report By
 DS1487  HISTORY     - 20230726 MONUMENTED       USGS
 DS1487  HISTORY     - 20230726 GOOD             MNDT
 DS1487
 DS1487                          STATION DESCRIPTION
 DS1487
 DS1487'DESCRIBED BY MN DEPT OF TRANSP 2023 (TJD)
 DS1487'THE MARK IS LOCATED ABOUT 8.9 MI (14.3 KM) SOUTH-SOUTHWEST OF SAUM,
 DS1487'7.3 MI (11.7 KM) NORTH-NORTHEAST OF NEBISH AND 7.0 MI (11.3 KM) EAST
 DS1487'OF REDBY.
 DS1487'
 DS1487'THE MARK WAS LOCATED ABOUT 13.8 MI (22.2 KM) EAST OF RED LAKE, 14.8 FT
 DS1487'(4.5 M) EAST ALONG TRUNK HIGHWAY 1 FROM THE JUNCTION OF TRUNK HIGHWAY
 DS1487'1 AND TRUNK HIGHWAY 89 (THE JUNCTION IS 1.0 MI (1.6 KM) WEST OF RED
 DS1487'LAKE), AT TRUNK HIGHWAY 1 MILE POINT 130.81.
 DS1487'
 DS1487'IT IS 37.0 FT (11.3 M) NORTH OF TRUNK HIGHWAY 1, 3.5 FT (1.1 M) SOUTH
 DS1487'OF A FENCE AND 1.7 FT (0.5 M) NORTHEAST OF A WITNESS POST.
 DS1487'
 DS1487'NOTE-ROD DEPTH UNKNOWN.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DN1700 ***********************************************************************
 DN1700  HT_MOD      -  This is a Height Modernization Survey Station.
 DN1700  DESIGNATION -  30
 DN1700  PID         -  DN1700
 DN1700  STATE/COUNTY-  MN/ANOKA
 DN1700  COUNTRY     -  US
 DN1700  USGS QUAD   -  CEDAR (2019)
 DN1700
 DN1700                         *CURRENT SURVEY CONTROL
 DN1700  ______________________________________________________________________
 DN1700* NAD 83(2011) POSITION- 45 17 52.91927(N) 093 17 23.21289(W)   ADJUSTED
 DN1700* NAD 83(2011) ELLIP HT-   247.540 (meters)        (06/27/12)   ADJUSTED
 DN1700* NAD 83(2011) EPOCH   -  2010.00
 DN1700* NAVD 88 ORTHO HEIGHT -   275.76  (meters)      904.7   (feet) GPS OBS
 DN1700  ______________________________________________________________________
 DN1700  NAVD 88 orthometric height was determined with geoid model    GEOID09
 DN1700  GEOID HEIGHT    -        -28.194 (meters)                     GEOID09
 DN1700  GEOID HEIGHT    -        -28.213 (meters)                     GEOID18
 DN1700  NAD 83(2011) X  -   -257,908.833 (meters)                     COMP
 DN1700  NAD 83(2011) Y  - -4,486,877.255 (meters)                     COMP
 DN1700  NAD 83(2011) Z  -  4,510,883.998 (meters)                     COMP
 DN1700  LAPLACE CORR    -          3.07  (seconds)                    DEFLEC18
 DN1700
 DN1700  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DN1700  Standards:
 DN1700         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DN1700            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DN1700  -------------------------------------------------------------------
 DN1700  NETWORK    0.49   0.86           0.22   0.18   0.44      0.03566065
 DN1700  -------------------------------------------------------------------
 DN1700  Click here for local accuracies and other accuracy information.
 DN1700
 DN1700.The horizontal coordinates were established by GPS observations
 DN1700.and adjusted by the National Geodetic Survey in June 2012.
 DN1700
 DN1700.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DN1700.been affixed to the stable North American tectonic plate. See 
 DN1700.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DN1700
 DN1700.The horizontal coordinates are valid at the epoch date displayed above
 DN1700.which is a decimal equivalence of Year/Month/Day.
 DN1700
 DN1700.The orthometric height was determined by GPS observations and a
 DN1700.high-resolution geoid model using precise GPS observation and
 DN1700.processing techniques.
 DN1700
 DN1700.Significant digits in the geoid height do not necessarily reflect accuracy.
 DN1700.GEOID18 height accuracy estimate available here.
 DN1700
 DN1700.Click photographs - Photos may exist for this station.
 DN1700
 DN1700.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DN1700
 DN1700.The Laplace correction was computed from DEFLEC18 derived deflections.
 DN1700
 DN1700.The ellipsoidal height was determined by GPS observations
 DN1700.and is referenced to NAD 83.
 DN1700
 DN1700. The following values were computed from the NAD 83(2011) position.
 DN1700
 DN1700;                    North         East     Units Scale Factor Converg.
 DN1700;SPC MN S     -   355,590.175   855,707.770   MT  1.00001880   +0 29 52.1
 DN1700;SPC MN S     - 1,166,632.10  2,807,434.58   sFT  1.00001880   +0 29 52.1
 DN1700;UTM  15      - 5,016,099.809   477,279.511   MT  0.99960635   -0 12 21.5
 DN1700
 DN1700!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DN1700!SPC MN S     -   0.99996119  x   1.00001880  =   0.99997999
 DN1700!UTM  15      -   0.99996119  x   0.99960635  =   0.99956756
 DN1700
 DN1700_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL7727916099(NAD 83)
 DN1700
 DN1700                          SUPERSEDED SURVEY CONTROL
 DN1700
 DN1700  NAD 83(2007)-  45 17 52.91940(N)    093 17 23.21392(W) AD(2002.00) 1
 DN1700  ELLIP H (07/18/11)  247.566  (m)                       GP(2002.00) 2 1
 DN1700
 DN1700.Superseded values are not recommended for survey control.
 DN1700
 DN1700.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN1700.See file dsdata.pdf to determine how the superseded data were derived.
 DN1700
 DN1700_MARKER: F = FLANGE-ENCASED ROD
 DN1700_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 DN1700+WITH SETTING: INFORMATION.
 DN1700_MARK LOGO: MN-003
 DN1700_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 DN1700_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DN1700_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DN1700+SATELLITE: SATELLITE OBSERVATIONS - September 03, 2019
 DN1700
 DN1700  HISTORY     - Date     Condition        Report By
 DN1700  HISTORY     - 19950101 MONUMENTED       MN-003
 DN1700  HISTORY     - 20110518 GOOD             MNDT
 DN1700  HISTORY     - 20190903 GOOD             MNDT
 DN1700
 DN1700                          STATION DESCRIPTION
 DN1700
 DN1700'DESCRIBED BY MN DEPT OF TRANSP 2011 (KMS)
 DN1700'THE MARK WAS RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.
 DN1700'THE MARK IS 3.0 MILES WEST-NORTHWEST OF SODERVILLE, 2.5 MILES WEST
 DN1700'ALONG VIKING BOULEVARD (COUNTY ROAD 22) FROM JUNCTION OF VIKING
 DN1700'BOULEVARD AND TRUNK HIGHWAY 65 WHICH IS NORTH OF SODERVILLE, THEN 1.6
 DN1700'MILES SOUTH ON CEDAR DRIVE NORTHWEST, THEN 0.2 MILE WEST ON COUNTY
 DN1700'ROAD 58 (181ST AVENUE NORTHWEST), 108.3 FEET WEST OF WEST RAIL AND
 DN1700'TRACKS, 44 FEET WEST OF ENTRANCE TO SOUTH, 35 FEET SOUTH OF COUNTY
 DN1700'ROAD 58, 33.4 FEET WEST OF GAS PIPELINE POST, 14.0 FEET SOUTHEAST OF
 DN1700'UNDERGROUND CABLE BOX, 1.0 FOOT NORTH OF WITNESS POST.
 DN1700
 DN1700                          STATION RECOVERY (2019)
 DN1700
 DN1700'RECOVERY NOTE BY MN DEPT OF TRANSP 2019 (MPP)
 DN1700'3.0 MI (4.8 KM) WEST-NORTHWEST OF SODERVILLE, 2.5 MI (4.0 KM) WEST
 DN1700'ALONG VIKING BOULEVARD (COUNTY ROAD 22) FROM THE JUNCTION OF VIKING
 DN1700'BOULEVARD AND TRUNK HIGHWAY 65 WHICH IS NORTH OF SODERVILLE, THEN 1.6
 DN1700'MI (2.6 KM) SOUTH ON CEDAR DRIVE NORTHWEST, THEN 0.2 MI (0.3 KM) WEST
 DN1700'ON COUNTY ROAD 58 (181ST AVENUE NORTHWEST), 108.3 FT (33.0 M) WEST OF
 DN1700'THE WEST RAIL AND TRACKS, 44.0 FT (13.4 M) WEST OF AN ENTRANCE TO THE
 DN1700'SOUTH, 35.0 FT (10.7 M) SOUTH OF COUNTY ROAD 58, 33.4 FT (10.2 M) WEST
 DN1700'OF A GAS PIPELINE POST, 14.0 FT (4.3 M) SOUTHEAST OF AN UNDERGROUND
 DN1700'CABLE BOX, 1.0 FT (0.3 M) NORTH OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 SL1417 ***********************************************************************
 SL1417  DESIGNATION -  30 KEE
 SL1417  PID         -  SL1417
 SL1417  STATE/COUNTY-  MN/POLK
 SL1417  COUNTRY     -  US
 SL1417  USGS QUAD   -  FERTILE (2019)
 SL1417
 SL1417                         *CURRENT SURVEY CONTROL
 SL1417  ______________________________________________________________________
 SL1417* NAD 83(1996) POSITION- 47 36 56.73095(N) 096 16 48.96240(W)   ADJUSTED
 SL1417* NAVD 88 ORTHO HEIGHT -   348.445 (meters)     1143.19  (feet) ADJUSTED
 SL1417  ______________________________________________________________________
 SL1417  GEOID HEIGHT    -        -26.854 (meters)                     GEOID18
 SL1417  LAPLACE CORR    -         -2.02  (seconds)                    DEFLEC18
 SL1417  DYNAMIC HEIGHT  -        348.502 (meters)     1143.38  (feet) COMP
 SL1417  MODELED GRAVITY -    980,764.0   (mgal)                       NAVD 88
 SL1417
 SL1417  HORZ ORDER      -  SECOND
 SL1417  VERT ORDER      -  SECOND    CLASS I
 SL1417
 SL1417.The horizontal coordinates were established by classical geodetic methods
 SL1417.and adjusted by the National Geodetic Survey in March 1999.
 SL1417
 SL1417.The orthometric height was determined by differential leveling and
 SL1417.adjusted by the NATIONAL GEODETIC SURVEY
 SL1417.in February 2025.
 SL1417
 SL1417.Significant digits in the geoid height do not necessarily reflect accuracy.
 SL1417.GEOID18 height accuracy estimate available here.
 SL1417
 SL1417.Click photographs - Photos may exist for this station.
 SL1417
 SL1417.The Laplace correction was computed from DEFLEC18 derived deflections.
 SL1417
 SL1417.The dynamic height is computed by dividing the NAVD 88
 SL1417.geopotential number by the normal gravity value computed on the
 SL1417.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SL1417.degrees latitude (g = 980.6199 gals.).
 SL1417
 SL1417.The modeled gravity was interpolated from observed gravity values.
 SL1417
 SL1417. The following values were computed from the NAD 83(1996) position.
 SL1417
 SL1417;                    North         East     Units Scale Factor Converg.
 SL1417;SPC MN N     -   228,959.400   561,003.419   MT  0.99991013   -2 21 26.2
 SL1417;SPC MN N     -   751,177.63  1,840,558.72   sFT  0.99991013   -2 21 26.2
 SL1417;UTM  14      - 5,277,179.012   704,374.817   MT  1.00011332   +2 00 34.6
 SL1417
 SL1417!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SL1417!SPC MN N     -   0.99994960  x   0.99991013  =   0.99985973
 SL1417!UTM  14      -   0.99994960  x   1.00011332  =   1.00006291
 SL1417
 SL1417_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQT0437477179(NAD 83)
 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  NAVD 88 (08/26/19)  348.445  (m)         1143.19   (f) SUPERSEDED  2 1
 SL1417  NAVD 88 (03/18/05)  348.491  (m)         1143.34   (f) SUPERSEDED  2 1
 SL1417
 SL1417.Superseded values are not recommended for survey control.
 SL1417
 SL1417.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SL1417.See file dsdata.pdf to determine how the superseded data were derived.
 SL1417
 SL1417_MARKER: DB = BENCH MARK DISK
 SL1417_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SL1417_STAMPING: 30 KEE 1963
 SL1417_MARK LOGO: USGS
 SL1417_PROJECTION: FLUSH
 SL1417_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 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 - May 28, 2023
 SL1417
 SL1417  HISTORY     - Date     Condition        Report By
 SL1417  HISTORY     - 19630401 MONUMENTED       USGS
 SL1417  HISTORY     - 1964     GOOD             USGS
 SL1417  HISTORY     - 1979     GOOD             NGS
 SL1417  HISTORY     - 20031208 GOOD             DUCKS
 SL1417  HISTORY     - 20040508 GOOD             MNDT
 SL1417  HISTORY     - 20060927 GOOD             MNDT
 SL1417  HISTORY     - 20100720 GOOD             MNDT
 SL1417  HISTORY     - 20210721 GOOD             MNDT
 SL1417  HISTORY     - 20230528 GOOD             MNDT
 SL1417
 SL1417                          STATION DESCRIPTION
 SL1417
 SL1417'DESCRIBED BY US GEOLOGICAL SURVEY 1964 (RAR)
 SL1417'THE STATION IS 5-1/2 MILES NORTH OF FERTILE, 2-3/4 MILES
 SL1417'SOUTHWEST OF MAPLE BAY, AND IN THE NORTHWEST ANGLE OF THE
 SL1417'INTERSECTION OF STATE HIGHWAY 32 AND COUNTY ROUTE 41.  A
 SL1417'TRAVERSE CONNECTION WAS MADE FROM TRIANGULATION STATION MAPLE,
 SL1417'DISTANCE BEING 26.576 METERS (87.19 FEET) SOUTH OF STATION MAPLE.
 SL1417'
 SL1417'TO REACH STATION MAPLE FROM THE JUNCTION OF STATE HIGHWAYS 32
 SL1417'AND 102, APPROXIMATELY 1 MILE NORTH OF FERTILE, GO NORTH ON
 SL1417'HIGHWAY 32 FOR 4.55 MILES TO A CROSSROAD (COUNTY ROUTE 41)
 SL1417'AND STATION MAPLE IN THE NORTHWEST ANGLE OF THE INTERSECTION.
 SL1417'
 SL1417'THE STATION IS A U.S. GEOLOGICAL SURVEY BENCH MARK DISK,
 SL1417'STAMPED 30 KEE 1963, SET IN A 6 INCH SQUARE CONCRETE POST WHICH
 SL1417'PROJECTS 2 INCHES.  IT IS 72.5 FEET NORTH OF THE CENTER OF
 SL1417'COUNTY ROUTE 41, 22 FEET NORTH OF A FENCE, 2.5 FEET EAST OF A
 SL1417'TELEPHONE POLE, AND 1.3 FEET WEST OF A METAL WITNESS POST.
 SL1417
 SL1417                          STATION RECOVERY (1979)
 SL1417
 SL1417'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979 (CF)
 SL1417'THE MARK WAS RECOVERED IN GOOD CONDITION AS DESCRIBED, AND IS
 SL1417'LOCATED AT T.H. 32 MILE POINT 66.95 AND ENGINEERING STATION
 SL1417'535 + 45.
 SL1417
 SL1417                          STATION RECOVERY (2003)
 SL1417
 SL1417'RECOVERY NOTE BY DUCKS UNLIMITED 2003 (GLJ)
 SL1417'RECOVERED IN GOOD CONDITION.
 SL1417
 SL1417                          STATION RECOVERY (2004)
 SL1417
 SL1417'RECOVERY NOTE BY MN DEPT OF TRANSP 2004 (DAS)
 SL1417'5.5 MILES (8.9 KM) NORTH OF FERTILE, IN NORTHWEST QUADRANT OF JUNCTION
 SL1417'OF TRUNK HIGHWAY 32 AND COUNTY ROAD 41, AT TRUNK HIGHWAY 32 MILEPOINT
 SL1417'66.95, 72.5 FEET (22.1 M) NORTH OF COUNTY ROAD 41, 22 FEET (6.7 M)
 SL1417'NORTH OF FENCE, 1.0 FEET (0.3 M) WEST OF WITNESS POST, 87.19 FEET
 SL1417'(26.58 M) SOUTH OF STATION MAPLE.
 SL1417
 SL1417                          STATION RECOVERY (2006)
 SL1417
 SL1417'RECOVERY NOTE BY MN DEPT OF TRANSP 2006 (DNR)
 SL1417'5.5 MILES NORTH OF FERTILE, IN NORTHWEST QUADRANT OF JUNCTION OF TRUNK
 SL1417'HIGHWAY 32 AND COUNTY ROAD 41, AT TRUNK HIGHWAY 32 MILEPOINT 66.95,
 SL1417'72.5 FEET NORTH OF COUNTY ROAD 41, 87.19 FEET SOUTH OF STATION MAPLE,
 SL1417'22 FEET NORTH OF FENCE, 1.0 FEET WEST OF WITNESS POST
 SL1417
 SL1417                          STATION RECOVERY (2010)
 SL1417
 SL1417'RECOVERY NOTE BY MN DEPT OF TRANSP 2010 (KMS)
 SL1417'THE MARK IS 5.5 MI (8.8 KM) NORTH OF FERTILE.
 SL1417'
 SL1417'TO REACH THE MARK GO 4.5 MI (7.2 KM) NORTH ALONG TRUNK HIGHWAY 32 FROM
 SL1417'THE JUNCTION OF TRUNK HIGHWAY 32 AND TRUNK HIGHWAY 102 WEST AT 1.0 MI
 SL1417'(1.6 KM) NORTH OF FERTILE, IN NORTHWEST QUADRANT OF THE JUNCTION OF
 SL1417'TRUNK HIGHWAY 32 AND COUNTY ROAD 41, AT TRUNK HIGHWAY 32 MILE POINT
 SL1417'66.95.
 SL1417'
 SL1417'IT IS 162.6 FT (49.6 M) WEST OF TRUNK HIGHWAY 32, 72.5 FT (22.1 M)
 SL1417'NORTH OF COUNTY ROAD 41, 87.19 FT (26.6 M) SOUTH OF STATION MAPLE, 22
 SL1417'FT (6.7 M) NORTH OF A FENCE, 1.0 FT (0.3 M) WEST OF A WITNESS POST.
 SL1417
 SL1417                          STATION RECOVERY (2021)
 SL1417
 SL1417'RECOVERY NOTE BY MN DEPT OF TRANSP 2021 (DAS)
 SL1417'RECOVERED IN GOOD CONDITION.
 SL1417
 SL1417                          STATION RECOVERY (2023)
 SL1417
 SL1417'RECOVERY NOTE BY MN DEPT OF TRANSP 2023 (DAS)
 SL1417'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 PQ0544 ***********************************************************************
 PQ0544  DESIGNATION -  30 LMT
 PQ0544  PID         -  PQ0544
 PQ0544  STATE/COUNTY-  MN/LAC QUI PARLE
 PQ0544  COUNTRY     -  US
 PQ0544  USGS QUAD   -  CLARKFIELD NE (2019)
 PQ0544
 PQ0544                         *CURRENT SURVEY CONTROL
 PQ0544  ______________________________________________________________________
 PQ0544* NAD 83(1996) POSITION- 44 55 40.05763(N) 095 46 03.24555(W)   ADJUSTED
 PQ0544* NAVD 88 ORTHO HEIGHT -   306.120 (meters)     1004.33  (feet) ADJUSTED
 PQ0544  ______________________________________________________________________
 PQ0544  GEOID HEIGHT    -        -26.316 (meters)                     GEOID18
 PQ0544  LAPLACE CORR    -         -1.38  (seconds)                    DEFLEC18
 PQ0544  DYNAMIC HEIGHT  -        306.098 (meters)     1004.26  (feet) COMP
 PQ0544  MODELED GRAVITY -    980,533.6   (mgal)                       NAVD 88
 PQ0544
 PQ0544  HORZ ORDER      -  SECOND
 PQ0544  VERT ORDER      -  SECOND    CLASS I
 PQ0544
 PQ0544.The horizontal coordinates were established by classical geodetic methods
 PQ0544.and adjusted by the National Geodetic Survey in March 1999.
 PQ0544
 PQ0544.The orthometric height was determined by differential leveling and
 PQ0544.adjusted by the NATIONAL GEODETIC SURVEY
 PQ0544.in September 2021.
 PQ0544
 PQ0544.Significant digits in the geoid height do not necessarily reflect accuracy.
 PQ0544.GEOID18 height accuracy estimate available here.
 PQ0544
 PQ0544.Click photographs - Photos may exist for this station.
 PQ0544
 PQ0544.The Laplace correction was computed from DEFLEC18 derived deflections.
 PQ0544
 PQ0544.The dynamic height is computed by dividing the NAVD 88
 PQ0544.geopotential number by the normal gravity value computed on the
 PQ0544.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PQ0544.degrees latitude (g = 980.6199 gals.).
 PQ0544
 PQ0544.The modeled gravity was interpolated from observed gravity values.
 PQ0544
 PQ0544. The following values were computed from the NAD 83(1996) position.
 PQ0544
 PQ0544;                    North         East     Units Scale Factor Converg.
 PQ0544;SPC MN S     -   315,711.347   660,475.800   MT  0.99994969   -1 14 20.2
 PQ0544;SPC MN S     - 1,035,796.31  2,166,911.02   sFT  0.99994969   -1 14 20.2
 PQ0544;UTM  15      - 4,978,655.807   281,599.170   MT  1.00018657   -1 57 19.0
 PQ0544
 PQ0544!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PQ0544!SPC MN S     -   0.99995613  x   0.99994969  =   0.99990582
 PQ0544!UTM  15      -   0.99995613  x   1.00018657  =   1.00014269
 PQ0544
 PQ0544_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTK8159978655(NAD 83)
 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  NAVD 88 (06/15/91)  306.114  (m)         1004.31   (f) SUPERSEDED  2 0
 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
 PQ0544.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PQ0544.See file dsdata.pdf to determine how the superseded data were derived.
 PQ0544
 PQ0544_MARKER: DD = SURVEY DISK
 PQ0544_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PQ0544_STAMPING: 1004 30 LMT 1964
 PQ0544_MARK LOGO: USGS
 PQ0544_PROJECTION: RECESSED 8 CENTIMETERS
 PQ0544_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 PQ0544_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PQ0544+STABILITY: SURFACE MOTION
 PQ0544_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 PQ0544+SATELLITE: SATELLITE OBSERVATIONS - July 30, 2020
 PQ0544
 PQ0544  HISTORY     - Date     Condition        Report By
 PQ0544  HISTORY     - 1964     MONUMENTED       USGS
 PQ0544  HISTORY     - 1974     GOOD             MNDT
 PQ0544  HISTORY     - 20050926 GOOD             MNDT
 PQ0544  HISTORY     - 20200730 GOOD             MNDT
 PQ0544
 PQ0544                          STATION DESCRIPTION
 PQ0544
 PQ0544'DESCRIBED BY US GEOLOGICAL SURVEY 1964 (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.  IT IS
 PQ0544'34 FEET SOUTH OF A TOWNSHIP ROAD, 35 FEET WEST OF A TOWNSHIP ROAD, 2.4
 PQ0544'FEET LOWER THAN THE LEVEL OF THE CROSSROADS, AND 2 FEET SOUTH OF A
 PQ0544'POWER POLE.
 PQ0544'
 PQ0544'TO REACH THE MARK FROM THE STATION GO EAST ON THE TOWNSHIP ROAD FOR
 PQ0544'0.5 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, T117N, R41W.
 PQ0544
 PQ0544                          STATION RECOVERY (2005)
 PQ0544
 PQ0544'RECOVERY NOTE BY MN DEPT OF TRANSP 2005 (MPP)
 PQ0544'3.0 MI (4.8 KM) WEST-SOUTHWEST OF MONTEVIDEO, 0.8 MI (1.3 KM) WEST ON
 PQ0544'TRUNK HIGHWAY 212 FROM TRUNK HIGHWAY 212 BRIDGE OVER MINNESOTA RIVER
 PQ0544'THEN 0.6 MI (1.0 KM) SOUTH ON 435TH AVENUE, 35 FT (10.7 M) SOUTH OF
 PQ0544'EAST - WEST TOWNSHIP ROAD, 2.8 FT (0.9 M) SOUTHWEST OF POWER POLE,
 PQ0544'18.8 FT (5.7 M) WEST - SOUTHWEST OF THE WEST END OF A 24 INCH METAL
 PQ0544'CULVERT UNDER THE NORTH - SOUTH TOWNSHIP ROAD, 1.2 FT (0.4 M) WEST OF
 PQ0544'A WITNESS POST.
 PQ0544
 PQ0544                          STATION RECOVERY (2020)
 PQ0544
 PQ0544'RECOVERY NOTE BY MN DEPT OF TRANSP 2020 (BAB)
 PQ0544'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 AC5048 ***********************************************************************
 AC5048  HT_MOD      -  This is a Height Modernization Survey Station.
 AC5048  DESIGNATION -  30 LMT
 AC5048  PID         -  AC5048
 AC5048  STATE/COUNTY-  MN/HOUSTON
 AC5048  COUNTRY     -  US
 AC5048  USGS QUAD   -  SPRING GROVE (2019)
 AC5048
 AC5048                         *CURRENT SURVEY CONTROL
 AC5048  ______________________________________________________________________
 AC5048* NAD 83(2011) POSITION- 43 36 08.52542(N) 091 39 39.90330(W)   ADJUSTED
 AC5048* NAD 83(2011) ELLIP HT-   330.093 (meters)        (06/27/12)   ADJUSTED
 AC5048* NAD 83(2011) EPOCH   -  2010.00
 AC5048* NAVD 88 ORTHO HEIGHT -   360.46  (meters)     1182.6   (feet) GPS OBS
 AC5048  ______________________________________________________________________
 AC5048  NAVD 88 orthometric height was determined with geoid model    GEOID03
 AC5048  GEOID HEIGHT    -        -30.264 (meters)                     GEOID03
 AC5048  GEOID HEIGHT    -        -30.364 (meters)                     GEOID18
 AC5048  NAD 83(2011) X  -   -134,103.933 (meters)                     COMP
 AC5048  NAD 83(2011) Y  - -4,624,350.962 (meters)                     COMP
 AC5048  NAD 83(2011) Z  -  4,376,432.432 (meters)                     COMP
 AC5048  LAPLACE CORR    -         -4.23  (seconds)                    DEFLEC18
 AC5048
 AC5048  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AC5048  Standards:
 AC5048         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AC5048            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AC5048  -------------------------------------------------------------------
 AC5048  NETWORK    0.39   0.51           0.18   0.13   0.26      0.11937950
 AC5048  -------------------------------------------------------------------
 AC5048  Click here for local accuracies and other accuracy information.
 AC5048
 AC5048.The horizontal coordinates were established by GPS observations
 AC5048.and adjusted by the National Geodetic Survey in June 2012.
 AC5048
 AC5048.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AC5048.been affixed to the stable North American tectonic plate. See 
 AC5048.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AC5048
 AC5048.The horizontal coordinates are valid at the epoch date displayed above
 AC5048.which is a decimal equivalence of Year/Month/Day.
 AC5048
 AC5048.The orthometric height was determined by GPS observations and a
 AC5048.high-resolution geoid model using precise GPS observation and
 AC5048.processing techniques.
 AC5048
 AC5048.Significant digits in the geoid height do not necessarily reflect accuracy.
 AC5048.GEOID18 height accuracy estimate available here.
 AC5048
 AC5048.Click photographs - Photos may exist for this station.
 AC5048
 AC5048.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AC5048
 AC5048.The Laplace correction was computed from DEFLEC18 derived deflections.
 AC5048
 AC5048.The ellipsoidal height was determined by GPS observations
 AC5048.and is referenced to NAD 83.
 AC5048
 AC5048. The following values were computed from the NAD 83(2011) position.
 AC5048
 AC5048;                    North         East     Units Scale Factor Converg.
 AC5048;SPC MN S     -   169,633.526   988,826.407   MT  1.00004412   +1 38 21.9
 AC5048;SPC MN S     -   556,539.33  3,244,174.64   sFT  1.00004412   +1 38 21.9
 AC5048;UTM  15      - 4,828,581.134   608,061.191   MT  0.99974363   +0 55 24.5
 AC5048
 AC5048!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AC5048!SPC MN S     -   0.99994824  x   1.00004412  =   0.99999236
 AC5048!UTM  15      -   0.99994824  x   0.99974363  =   0.99969188
 AC5048
 AC5048_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXJ0806128581(NAD 83)
 AC5048
 AC5048                          SUPERSEDED SURVEY CONTROL
 AC5048
 AC5048  NAD 83(2007)-  43 36 08.52558(N)    091 39 39.90429(W) AD(2002.00) 0
 AC5048  ELLIP H (02/10/07)  330.128  (m)                       GP(2002.00)    
 AC5048  NAD 83(1996)-  43 36 08.52506(N)    091 39 39.90347(W) AD(       ) 1
 AC5048  ELLIP H (01/15/97)  330.177  (m)                       GP(       ) 4 2
 AC5048  NAVD 88 (01/15/97)  360.5    (m)  GEOID96  model used  GPS OBS        
 AC5048
 AC5048.Superseded values are not recommended for survey control.
 AC5048
 AC5048.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC5048.See file dsdata.pdf to determine how the superseded data were derived.
 AC5048
 AC5048_MARKER: DD = SURVEY DISK
 AC5048_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 AC5048_STAMPING: 1182 30 LMT 1963
 AC5048_MARK LOGO: USGS
 AC5048_PROJECTION: FLUSH
 AC5048_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AC5048_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AC5048_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC5048+SATELLITE: SATELLITE OBSERVATIONS - September 04, 2024
 AC5048
 AC5048  HISTORY     - Date     Condition        Report By
 AC5048  HISTORY     - 1963     MONUMENTED       USGS
 AC5048  HISTORY     - 19960315 GOOD             MN-055
 AC5048  HISTORY     - 20080227 GOOD             MNDT
 AC5048  HISTORY     - 20191003 GOOD             MNDT
 AC5048  HISTORY     - 20240904 GOOD             MNDT
 AC5048
 AC5048                          STATION DESCRIPTION
 AC5048
 AC5048'DESCRIBED BY HOUSTON COUNTY MINNESOTA 1996 (TAM)
 AC5048'THE MARK WAS RECOVERED IN GOOD CONDITION.  IT IS LOCATED ABOUT 3 1.5
 AC5048'MI (2.4 KM) SOUTH OF THE TOWN OF BLACK HAMMER IN THE NORTHWEST 1/4 OF
 AC5048'SECTION 34, T102N, R7W.
 AC5048'
 AC5048'TO REACH THE MARK FROM THE JCT OF CO RD 19 AND CO RD 4 ABOUT 1 MI
 AC5048'(1.6 KM) SOUTH OF BLACK HAMMER, GO SOUTH FOR 0.5 MI (0.8 KM) ON CO RD
 AC5048'4 TO THE MARK ON THE RIGHT.
 AC5048'
 AC5048'THE MARK, A DISK SET IN A CONC MON, IS 53 FT (16.2 M) WEST OF CO RD 4,
 AC5048'26 FT (7.9 M) SOUTH OF A T-RD TO THE WEST, AND 1 FT (0.3 M) NORTH OF A
 AC5048'P-POLE.  RECOVERED AND DESCRIBED BY TAMMY A. MAUSS, CHECKED BY J.E.M.
 AC5048
 AC5048                          STATION RECOVERY (2008)
 AC5048
 AC5048'RECOVERY NOTE BY MN DEPT OF TRANSP 2008 (DJS)
 AC5048'THE MARK IS 3.1 MILES NORTH OF SPRING GROVE, 3.4 MILES NORTH ALONG
 AC5048'COUNTY ROAD 4 FROM THE JUNCTION OF COUNTY ROAD 4 AND TRUNK HIGHWAY 44
 AC5048'IN SPRING GROVE, 53 FEET WEST OF COUNTY ROAD 4, 26 FEET SOUTH OF
 AC5048'COUNTY ROAD 19, 0.5 FOOT NORTH OF WITNESS POST.
 AC5048
 AC5048                          STATION RECOVERY (2019)
 AC5048
 AC5048'RECOVERY NOTE BY MN DEPT OF TRANSP 2019 (MPP)
 AC5048'3.1 MI (5.0 KM) NORTH OF SPRING GROVE, 3.4 MI (5.5 KM) NORTH ALONG
 AC5048'COUNTY ROAD 4 FROM THE JUNCTION OF COUNTY ROAD 4 AND TRUNK HIGHWAY 44
 AC5048'IN SPRING GROVE, 53.0 FT (16.2 M) WEST OF COUNTY ROAD 4, 26.0 FT
 AC5048'(7.9 M) SOUTH OF COUNTY ROAD 19, 0.5 FT (15 CM) NORTH OF A WITNESS
 AC5048'POST.
 AC5048
 AC5048                          STATION RECOVERY (2024)
 AC5048
 AC5048'RECOVERY NOTE BY MN DEPT OF TRANSP 2024 (RMJ)
 AC5048'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DF4647 ***********************************************************************
 DF4647  DESIGNATION -  30 RDS
 DF4647  PID         -  DF4647
 DF4647  STATE/COUNTY-  MN/FARIBAULT
 DF4647  COUNTRY     -  US
 DF4647  USGS QUAD   -  FROST (2019)
 DF4647
 DF4647                         *CURRENT SURVEY CONTROL
 DF4647  ______________________________________________________________________
 DF4647* NAD 83(2011) POSITION- 43 35 18.12569(N) 093 53 18.30013(W)   ADJUSTED
 DF4647* NAD 83(2011) ELLIP HT-   310.447 (meters)        (06/27/12)   ADJUSTED
 DF4647* NAD 83(2011) EPOCH   -  2010.00
 DF4647* NAVD 88 ORTHO HEIGHT -   339.4   (meters)     1114.    (feet) GPS OBS
 DF4647  ______________________________________________________________________
 DF4647  NAVD 88 orthometric height was determined with geoid model    GEOID99
 DF4647  GEOID HEIGHT    -        -28.833 (meters)                     GEOID99
 DF4647  GEOID HEIGHT    -        -28.918 (meters)                     GEOID18
 DF4647  NAD 83(2011) X  -   -313,797.452 (meters)                     COMP
 DF4647  NAD 83(2011) Y  - -4,616,701.306 (meters)                     COMP
 DF4647  NAD 83(2011) Z  -  4,375,292.326 (meters)                     COMP
 DF4647  LAPLACE CORR    -         -6.66  (seconds)                    DEFLEC18
 DF4647
 DF4647  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DF4647  Standards:
 DF4647         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DF4647            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DF4647  -------------------------------------------------------------------
 DF4647  NETWORK    0.76   1.08           0.35   0.25   0.55      0.13594330
 DF4647  -------------------------------------------------------------------
 DF4647  Click here for local accuracies and other accuracy information.
 DF4647
 DF4647.The horizontal coordinates were established by GPS observations
 DF4647.and adjusted by the National Geodetic Survey in June 2012.
 DF4647
 DF4647.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DF4647.been affixed to the stable North American tectonic plate. See 
 DF4647.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DF4647
 DF4647.The horizontal coordinates are valid at the epoch date displayed above
 DF4647.which is a decimal equivalence of Year/Month/Day.
 DF4647
 DF4647.The orthometric height was determined by GPS observations and a
 DF4647.high-resolution geoid model.
 DF4647
 DF4647.Significant digits in the geoid height do not necessarily reflect accuracy.
 DF4647.GEOID18 height accuracy estimate available here.
 DF4647
 DF4647.Click photographs - Photos may exist for this station.
 DF4647
 DF4647.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DF4647
 DF4647.The Laplace correction was computed from DEFLEC18 derived deflections.
 DF4647
 DF4647.The ellipsoidal height was determined by GPS observations
 DF4647.and is referenced to NAD 83.
 DF4647
 DF4647. The following values were computed from the NAD 83(2011) position.
 DF4647
 DF4647;                    North         East     Units Scale Factor Converg.
 DF4647;SPC MN S     -   165,382.512   809,011.743   MT  1.00004794   +0 04 41.6
 DF4647;SPC MN S     -   542,592.46  2,654,232.69   sFT  1.00004794   +0 04 41.6
 DF4647;UTM  15      - 4,826,538.844   428,281.238   MT  0.99966327   -0 36 45.2
 DF4647
 DF4647!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF4647!SPC MN S     -   0.99995132  x   1.00004794  =   0.99999926
 DF4647!UTM  15      -   0.99995132  x   0.99966327  =   0.99961461
 DF4647
 DF4647_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVJ2828126538(NAD 83)
 DF4647
 DF4647                          SUPERSEDED SURVEY CONTROL
 DF4647
 DF4647  NAD 83(2007)-  43 35 18.12577(N)    093 53 18.30088(W) AD(2002.00) 0
 DF4647  ELLIP H (02/10/07)  310.470  (m)                       GP(2002.00)    
 DF4647  NAD 83(1996)-  43 35 18.12507(N)    093 53 18.30026(W) AD(       ) 1
 DF4647  ELLIP H (03/20/03)  310.531  (m)                       GP(       ) 3 2
 DF4647
 DF4647.Superseded values are not recommended for survey control.
 DF4647
 DF4647.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF4647.See file dsdata.pdf to determine how the superseded data were derived.
 DF4647
 DF4647_MARKER: DB = BENCH MARK DISK
 DF4647_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 DF4647_STAMPING: 1113 30 RDS 1953
 DF4647_MARK LOGO: USGS
 DF4647_PROJECTION: FLUSH
 DF4647_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 DF4647_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DF4647_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF4647+SATELLITE: SATELLITE OBSERVATIONS - August 28, 2019
 DF4647
 DF4647  HISTORY     - Date     Condition        Report By
 DF4647  HISTORY     - 19530601 MONUMENTED       USGS
 DF4647  HISTORY     - 20000516 GOOD             MNDT
 DF4647  HISTORY     - 20120206 GOOD             MNDT
 DF4647  HISTORY     - 20180712 GOOD             MNDT
 DF4647  HISTORY     - 20190828 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.
 DF4647
 DF4647                          STATION RECOVERY (2012)
 DF4647
 DF4647'RECOVERY NOTE BY MN DEPT OF TRANSP 2012 (JXG)
 DF4647'2.0 MILES EAST OF FROST, 2.0 MILES EAST ON 4TH STREET (70TH STREET)
 DF4647'FROM JUNCTION OF 4TH STREET (COUNTY ROAD 112) AND TRUNK HIGHWAY 254,
 DF4647'THEN 0.1 MILE NORTH ON COUNTY ROAD 19 (490TH AVENUE), 43.0 FEET WEST
 DF4647'OF COUNTY ROAD 19 (490TH AVENUE), 0.5 FOOT EAST OF WITNESS POST.
 DF4647
 DF4647                          STATION RECOVERY (2018)
 DF4647
 DF4647'RECOVERY NOTE BY MN DEPT OF TRANSP 2018 (KDJ)
 DF4647'2.0 MI (3.2 KM) EAST OF FROST, 2.0 MI (3.2 KM) EAST ALONG FOURTH
 DF4647'STREET (70TH STREET) FROM THE JUNCTION OF COUNTY ROAD 112 (4TH STREET)
 DF4647'AND TRUNK HIGHWAY 254, THEN 0.1 MI (0.2 KM) NORTH ON COUNTY ROAD 19
 DF4647'(490TH AVENUE), 43.0 FT (13.1 M) WEST OF COUNTY ROAD 19 (490TH
 DF4647'AVENUE), 0.5 FT (15 CM) EAST OF A WITNESS POST.
 DF4647
 DF4647                          STATION RECOVERY (2019)
 DF4647
 DF4647'RECOVERY NOTE BY MN DEPT OF TRANSP 2019 (MPP)
 DF4647'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DI0740 ***********************************************************************
 DI0740  DESIGNATION -  30 SEM
 DI0740  PID         -  DI0740
 DI0740  STATE/COUNTY-  MN/ROCK
 DI0740  COUNTRY     -  US
 DI0740  USGS QUAD   -  LUVERNE (2019)
 DI0740
 DI0740                         *CURRENT SURVEY CONTROL
 DI0740  ______________________________________________________________________
 DI0740* NAD 83(2011) POSITION- 43 44 46.09047(N) 096 09 14.90973(W)   ADJUSTED
 DI0740* NAD 83(2011) ELLIP HT-   427.682 (meters)        (06/27/12)   ADJUSTED
 DI0740* NAD 83(2011) EPOCH   -  2010.00
 DI0740* NAVD 88 ORTHO HEIGHT -   454.1   (meters)     1490.    (feet) GPS OBS
 DI0740  ______________________________________________________________________
 DI0740  NAVD 88 orthometric height was determined with geoid model    GEOID03
 DI0740  GEOID HEIGHT    -        -26.304 (meters)                     GEOID03
 DI0740  GEOID HEIGHT    -        -26.387 (meters)                     GEOID18
 DI0740  NAD 83(2011) X  -   -494,780.561 (meters)                     COMP
 DI0740  NAD 83(2011) Y  - -4,588,736.578 (meters)                     COMP
 DI0740  NAD 83(2011) Z  -  4,388,053.765 (meters)                     COMP
 DI0740  LAPLACE CORR    -         -0.22  (seconds)                    DEFLEC18
 DI0740
 DI0740  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DI0740  Standards:
 DI0740         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DI0740            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DI0740  -------------------------------------------------------------------
 DI0740  NETWORK    0.78   0.67           0.36   0.26   0.34     -0.02155209
 DI0740  -------------------------------------------------------------------
 DI0740  Click here for local accuracies and other accuracy information.
 DI0740
 DI0740.The horizontal coordinates were established by GPS observations
 DI0740.and adjusted by the National Geodetic Survey in June 2012.
 DI0740
 DI0740.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DI0740.been affixed to the stable North American tectonic plate. See 
 DI0740.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DI0740
 DI0740.The horizontal coordinates are valid at the epoch date displayed above
 DI0740.which is a decimal equivalence of Year/Month/Day.
 DI0740
 DI0740.The orthometric height was determined by GPS observations and a
 DI0740.high-resolution geoid model.
 DI0740
 DI0740.Significant digits in the geoid height do not necessarily reflect accuracy.
 DI0740.GEOID18 height accuracy estimate available here.
 DI0740
 DI0740.Click photographs - Photos may exist for this station.
 DI0740
 DI0740.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DI0740
 DI0740.The Laplace correction was computed from DEFLEC18 derived deflections.
 DI0740
 DI0740.The ellipsoidal height was determined by GPS observations
 DI0740.and is referenced to NAD 83.
 DI0740
 DI0740. The following values were computed from the NAD 83(2011) position.
 DI0740
 DI0740;                    North         East     Units Scale Factor Converg.
 DI0740;SPC MN S     -   185,191.894   626,508.169   MT  1.00000827   -1 30 35.6
 DI0740;SPC MN S     -   607,583.74  2,055,468.88   sFT  1.00000827   -1 30 35.6
 DI0740;UTM  14      - 4,847,613.908   729,139.032   MT  1.00024585   +1 58 07.2
 DI0740
 DI0740!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DI0740!SPC MN S     -   0.99993294  x   1.00000827  =   0.99994121
 DI0740!UTM  14      -   0.99993294  x   1.00024585  =   1.00017877
 DI0740
 DI0740_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQP2913947613(NAD 83)
 DI0740
 DI0740                          SUPERSEDED SURVEY CONTROL
 DI0740
 DI0740  NAD 83(2007)-  43 44 46.09038(N)    096 09 14.91092(W) AD(2002.00) 1
 DI0740  ELLIP H (12/22/10)  427.712  (m)                       GP(2002.00) 4 1
 DI0740  NAD 83(1996)-  43 44 46.08985(N)    096 09 14.90982(W) AD(       ) 1
 DI0740  ELLIP H (06/28/06)  427.744  (m)                       GP(       ) 4 1
 DI0740
 DI0740.Superseded values are not recommended for survey control.
 DI0740
 DI0740.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DI0740.See file dsdata.pdf to determine how the superseded data were derived.
 DI0740
 DI0740_MARKER: DD = SURVEY DISK
 DI0740_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DI0740_STAMPING: 1489 30 SEM 1966
 DI0740_MARK LOGO: USGS
 DI0740_PROJECTION: FLUSH
 DI0740_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 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 - September 14, 2020
 DI0740
 DI0740  HISTORY     - Date     Condition        Report By
 DI0740  HISTORY     - 19660401 MONUMENTED       USGS
 DI0740  HISTORY     - 20110607 GOOD             MNDT
 DI0740  HISTORY     - 20170627 GOOD             MNDT
 DI0740  HISTORY     - 20200914 GOOD             MNDT
 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.
 DI0740
 DI0740                          STATION RECOVERY (2011)
 DI0740
 DI0740'RECOVERY NOTE BY MN DEPT OF TRANSP 2011 (BXJ)
 DI0740'3.0 MILES SOUTHEAST OF HARDWICK, 2.0 MILES EAST ALONG COUNTY ROAD 7
 DI0740'(201ST STREET) FROM THE JUNCTION OF COUNTY ROAD 7 AND COUNTY ROAD 19
 DI0740'TO 160TH AVENUE, THEN 2.0 MILES SOUTH ON 160TH AVENUE, 233 FEET SOUTH
 DI0740'OF 181ST STREET AND 36 FEET EAST OF 160TH AVENUE, ON THE BACK SLOPE OF
 DI0740'PITCH, 2 FEET EAST OF FENCE, 1 FOOT SOUTH OF WITNESS POST.
 DI0740
 DI0740                          STATION RECOVERY (2017)
 DI0740
 DI0740'RECOVERY NOTE BY MN DEPT OF TRANSP 2017 (DAS)
 DI0740'3.0 MI (4.8 KM) SOUTHEAST OF HARDWICK, 2.0 MI (3.2 KM) EAST ALONG
 DI0740'COUNTY ROAD 7 (201ST STREET) FROM THE JUNCTION OF COUNTY ROAD 7 AND
 DI0740'COUNTY ROAD 19 TO 160TH AVENUE, THEN 2.0 MI (3.2 KM) SOUTH ON 160TH
 DI0740'AVENUE, THEN 0.11 MI (0.18 KM) WEST ON 181ST STREET, 233.0 FT (71.0 M)
 DI0740'SOUTH OF 181ST STREET AND 36.0 FT (11.0 M) EAST OF 160TH AVENUE, ON
 DI0740'THE BACK SLOPE OF A DITCH, 2 FT (0.6 M) EAST OF A FENCE, 1.0 FT (0.3
 DI0740'M) SOUTH OF A WITNESS POST.
 DI0740
 DI0740                          STATION RECOVERY (2020)
 DI0740
 DI0740'RECOVERY NOTE BY MN DEPT OF TRANSP 2020 (KMS)
 DI0740'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 AD9325 ***********************************************************************
 AD9325  DESIGNATION -  30 WGW
 AD9325  PID         -  AD9325
 AD9325  STATE/COUNTY-  MN/OTTER TAIL
 AD9325  COUNTRY     -  US
 AD9325  USGS QUAD   -  DENT (2019)
 AD9325
 AD9325                         *CURRENT SURVEY CONTROL
 AD9325  ______________________________________________________________________
 AD9325* NAD 83(1996) POSITION- 46 33 24.73140(N) 095 43 04.07740(W)   ADJUSTED
 AD9325* NAVD 88 ORTHO HEIGHT -   415.715 (meters)     1363.89  (feet) ADJUSTED
 AD9325  ______________________________________________________________________
 AD9325  GEOID HEIGHT    -        -26.622 (meters)                     GEOID18
 AD9325  LAPLACE CORR    -         -2.21  (seconds)                    DEFLEC18
 AD9325  DYNAMIC HEIGHT  -        415.736 (meters)     1363.96  (feet) COMP
 AD9325  MODELED GRAVITY -    980,650.4   (mgal)                       NAVD 88
 AD9325
 AD9325  HORZ ORDER      -  SECOND
 AD9325  VERT ORDER      -  SECOND    CLASS I
 AD9325
 AD9325.The horizontal coordinates were established by classical geodetic methods
 AD9325.and adjusted by the National Geodetic Survey in March 1999.
 AD9325
 AD9325.The orthometric height was determined by differential leveling and
 AD9325.adjusted by the NATIONAL GEODETIC SURVEY
 AD9325.in August 2019.
 AD9325
 AD9325.Significant digits in the geoid height do not necessarily reflect accuracy.
 AD9325.GEOID18 height accuracy estimate available here.
 AD9325
 AD9325.Click photographs - Photos may exist for this station.
 AD9325
 AD9325.The Laplace correction was computed from DEFLEC18 derived deflections.
 AD9325
 AD9325.The dynamic height is computed by dividing the NAVD 88
 AD9325.geopotential number by the normal gravity value computed on the
 AD9325.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AD9325.degrees latitude (g = 980.6199 gals.).
 AD9325
 AD9325.The modeled gravity was interpolated from observed gravity values.
 AD9325
 AD9325. The following values were computed from the NAD 83(1996) position.
 AD9325
 AD9325;                    North         East     Units Scale Factor Converg.
 AD9325;SPC MN C     -   274,084.071   687,459.826   MT  0.99992951   -1 03 42.4
 AD9325;SPC MN C     -   899,224.16  2,255,441.11   sFT  0.99992951   -1 03 42.4
 AD9325;UTM  15      - 5,159,511.187   291,679.816   MT  1.00013346   -1 58 26.3
 AD9325
 AD9325!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AD9325!SPC MN C     -   0.99993901  x   0.99992951  =   0.99986852
 AD9325!UTM  15      -   0.99993901  x   1.00013346  =   1.00007246
 AD9325
 AD9325_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTM9167959511(NAD 83)
 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 (03/27/06)  415.714  (m)         1363.89   (f) SUPERSEDED  2 1
 AD9325  NAVD 88             415.44   (m)         1363.0    (f) LEVELING    3  
 AD9325
 AD9325.Superseded values are not recommended for survey control.
 AD9325
 AD9325.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AD9325.See file dsdata.pdf to determine how the superseded data were derived.
 AD9325
 AD9325_MARKER: DB = BENCH MARK DISK
 AD9325_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 AD9325_STAMPING: 30 WGW 1973
 AD9325_MARK LOGO: USGS
 AD9325_PROJECTION: PROJECTING 3 CENTIMETERS
 AD9325_MAGNETIC: I = MARKER IS A STEEL ROD
 AD9325_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AD9325_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AD9325+SATELLITE: SATELLITE OBSERVATIONS - December 18, 2019
 AD9325
 AD9325  HISTORY     - Date     Condition        Report By
 AD9325  HISTORY     - 19730401 MONUMENTED       USGS
 AD9325  HISTORY     - 20010911 GOOD             MNDT
 AD9325  HISTORY     - 20090603 POOR             MNDT
 AD9325  HISTORY     - 20090804 GOOD             MNDT
 AD9325  HISTORY     - 20191218 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.
 AD9325
 AD9325                          STATION RECOVERY (2009)
 AD9325
 AD9325'RECOVERY NOTE BY MN DEPT OF TRANSP 2009 (DDS)
 AD9325'RECOVERED AS DESCRIBED.   THE MARK WAS FOUND IN POOR CONDITION.
 AD9325
 AD9325                          STATION RECOVERY (2009)
 AD9325
 AD9325'RECOVERY NOTE BY MN DEPT OF TRANSP 2009 (KMS)
 AD9325'IN DENT, IN NORTHEAST QUADRANT OF THE JUNCTION OF TRUNK HIGHWAY 108
 AD9325'AND RAILROAD, AT TRUNK HIGHWAY 108 MILE POINT 31.60, 57.0 FT (17.4 M)
 AD9325'NORTH OF TRUNK HIGHWAY 108, 51.0 FT (15.5 M) WEST-SOUTHWEST OF COUNTY
 AD9325'ROAD 35, 30.0 FT (9.1 M) EAST-NORTHEAST OF EAST RAIL OF MAIN LINE
 AD9325'RAILROAD TRACKS, 1.3 FT (0.4 M) WEST OF A WITNESS POST.
 AD9325
 AD9325                          STATION RECOVERY (2019)
 AD9325
 AD9325'RECOVERY NOTE BY MN DEPT OF TRANSP 2019 (DAS)
 AD9325'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 QP0113 ***********************************************************************
 QP0113  DESIGNATION -  300/2 BOLT
 QP0113  PID         -  QP0113
 QP0113  STATE/COUNTY-  MN/MORRISON
 QP0113  COUNTRY     -  US
 QP0113  USGS QUAD   -  LITTLE FALLS WEST (2019)
 QP0113
 QP0113                         *CURRENT SURVEY CONTROL
 QP0113  ______________________________________________________________________
 QP0113* NAD 83(1986) POSITION- 45 55 27.     (N) 094 22 45.     (W)   SCALED
 QP0113* NAVD 88 ORTHO HEIGHT -   336.09  (+/-2cm)     1102.7   (feet) VERTCON3
 QP0113  ______________________________________________________________________
 QP0113  GEOID HEIGHT    -        -26.631 (meters)                     GEOID18
 QP0113  VERT ORDER      -  ? (See Below)
 QP0113
 QP0113.The horizontal coordinates were scaled from a map and have
 QP0113.an estimated accuracy of +/- 6 seconds.
 QP0113
 QP0113.The NAVD 88 height was computed by applying the VERTCON shift value to
 QP0113.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QP0113
 QP0113.Significant digits in the geoid height do not necessarily reflect accuracy.
 QP0113.GEOID18 height accuracy estimate available here.
 QP0113
 QP0113.The vertical order pertains to the NGVD 29 superseded value.
 QP0113
 QP0113.Click photographs - Photos may exist for this station.
 QP0113
 QP0113;                    North         East    Units  Estimated Accuracy
 QP0113;SPC MN C     -   202,730.      789,980.      MT  (+/- 180 meters Scaled)
 QP0113
 QP0113_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUL930865(NAD 83)
 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
 QP0113.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QP0113.See file dsdata.pdf to determine how the superseded data were derived.
 QP0113
 QP0113_MARKER: B = BOLT
 QP0113_SETTING: 21 = SET IN CONCRETE IN A CLAY TILE PIPE
 QP0113_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QP0113
 QP0113  HISTORY     - Date     Condition        Report By
 QP0113  HISTORY     - 1898     MONUMENTED       MRC
 QP0113  HISTORY     - 1934     GOOD             CGS
 QP0113
 QP0113                          STATION DESCRIPTION
 QP0113
 QP0113'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 QP0113'3.75 MI S FROM LITTLE FALLS.
 QP0113'3-3/4 MILES DOWNSTREAM ALONG THE LEFT BANK OF THE MISSISSIPPI RIVER
 QP0113'FROM FIRST STREET AT LITTLE FALLS, 0.2 MILE SOUTH OF THE NORTH LINE OF
 QP0113'SEC. 31, T40N, R32W, 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 = MARCH 21, 2026 06:05:54 EDT
 QP0112 ***********************************************************************
 QP0112  DESIGNATION -  300/2 CAP
 QP0112  PID         -  QP0112
 QP0112  STATE/COUNTY-  MN/MORRISON
 QP0112  COUNTRY     -  US
 QP0112  USGS QUAD   -  LITTLE FALLS WEST (2019)
 QP0112
 QP0112                         *CURRENT SURVEY CONTROL
 QP0112  ______________________________________________________________________
 QP0112* NAD 83(1986) POSITION- 45 55 27.     (N) 094 22 45.     (W)   SCALED
 QP0112* NAVD 88 ORTHO HEIGHT -   337.301 (meters)     1106.63  (feet) ADJUSTED
 QP0112  ______________________________________________________________________
 QP0112  GEOID HEIGHT    -        -26.631 (meters)                     GEOID18
 QP0112  DYNAMIC HEIGHT  -        337.307 (meters)     1106.65  (feet) COMP
 QP0112  MODELED GRAVITY -    980,624.7   (mgal)                       NAVD 88
 QP0112
 QP0112  VERT ORDER      -  FIRST     CLASS I
 QP0112
 QP0112.The horizontal coordinates were scaled from a map and have
 QP0112.an estimated accuracy of +/- 6 seconds.
 QP0112
 QP0112.The orthometric height was determined by differential leveling and
 QP0112.adjusted by the NATIONAL GEODETIC SURVEY
 QP0112.in June 1991.
 QP0112
 QP0112.Significant digits in the geoid height do not necessarily reflect accuracy.
 QP0112.GEOID18 height accuracy estimate available here.
 QP0112
 QP0112.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUL930865(NAD 83)
 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
 QP0112.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QP0112.See file dsdata.pdf to determine how the superseded data were derived.
 QP0112
 QP0112_MARKER: C = CAP OF CAP-AND-BOLT PAIR
 QP0112_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 QP0112_MARK LOGO: MRC
 QP0112_MAGNETIC: P = MARKER IS A STEEL PIPE
 QP0112_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QP0112
 QP0112  HISTORY     - Date     Condition        Report By
 QP0112  HISTORY     - 1898     MONUMENTED       MRC
 QP0112  HISTORY     - 1934     GOOD             CGS
 QP0112  HISTORY     - 1976     GOOD             NGS
 QP0112
 QP0112                          STATION DESCRIPTION
 QP0112
 QP0112'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 QP0112'3.75 MI S FROM LITTLE FALLS.
 QP0112'3-3/4 MILES DOWNSTREAM ALONG THE LEFT BANK OF THE MISSISSIPPI RIVER
 QP0112'FROM FIRST STREET AT LITTLE FALLS, 0.2 MILE SOUTH OF THE NORTH LINE OF
 QP0112'SEC. 31, T40N, R32W, 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 = MARCH 21, 2026 06:05:54 EDT
 AH8970 ***********************************************************************
 AH8970  DESIGNATION -  3001 B
 AH8970  PID         -  AH8970
 AH8970  STATE/COUNTY-  MN/ISANTI
 AH8970  COUNTRY     -  US
 AH8970  USGS QUAD   -  WYANETT (2019)
 AH8970
 AH8970                         *CURRENT SURVEY CONTROL
 AH8970  ______________________________________________________________________
 AH8970* NAD 83(1986) POSITION- 45 34 08.07   (N) 093 23 21.74   (W)   HD_HELD1
 AH8970* NAVD 88 ORTHO HEIGHT -   291.805 (meters)      957.36  (feet) ADJUSTED
 AH8970  ______________________________________________________________________
 AH8970  GEOID HEIGHT    -        -28.211 (meters)                     GEOID18
 AH8970  DYNAMIC HEIGHT  -        291.792 (meters)      957.32  (feet) COMP
 AH8970  MODELED GRAVITY -    980,565.3   (mgal)                       NAVD 88
 AH8970
 AH8970  VERT ORDER      -  SECOND    CLASS I
 AH8970
 AH8970.The horizontal coordinates were determined by differentially corrected
 AH8970.hand held GPS observations or other comparable positioning techniques
 AH8970.and have an estimated accuracy of +/- 3 meters.
 AH8970
 AH8970.The orthometric height was determined by differential leveling and
 AH8970.adjusted by the NATIONAL GEODETIC SURVEY
 AH8970.in May 2000.
 AH8970
 AH8970.Significant digits in the geoid height do not necessarily reflect accuracy.
 AH8970.GEOID18 height accuracy estimate available here.
 AH8970
 AH8970.Click photographs - Photos may exist for this station.
 AH8970
 AH8970.The dynamic height is computed by dividing the NAVD 88
 AH8970.geopotential number by the normal gravity value computed on the
 AH8970.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH8970.degrees latitude (g = 980.6199 gals.).
 AH8970
 AH8970.The modeled gravity was interpolated from observed gravity values.
 AH8970
 AH8970;                    North         East    Units  Estimated Accuracy
 AH8970;SPC MN C     -   163,597.8     867,182.3     MT  (+/- 3 meters HH1 GPS) 
 AH8970
 AH8970_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL6961646225(NAD 83)
 AH8970
 AH8970                          SUPERSEDED SURVEY CONTROL
 AH8970
 AH8970.No superseded survey control is available for this station.
 AH8970
 AH8970_MARKER: DV = VERTICAL CONTROL DISK
 AH8970_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 AH8970_STAMPING: 3001 B 1991
 AH8970_MARK LOGO: MNDT
 AH8970_PROJECTION: FLUSH
 AH8970_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AH8970_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AH8970_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AH8970+SATELLITE: SATELLITE OBSERVATIONS - September 20, 2017
 AH8970_ROD/PIPE-DEPTH: 13.1 meters
 AH8970
 AH8970  HISTORY     - Date     Condition        Report By
 AH8970  HISTORY     - 1991     MONUMENTED       MNDT
 AH8970  HISTORY     - 19950418 GOOD             MNDT
 AH8970  HISTORY     - 20041120 GOOD             USPSQD
 AH8970  HISTORY     - 20080703 GOOD             MNDT
 AH8970  HISTORY     - 20170920 GOOD             MNDT
 AH8970
 AH8970                          STATION DESCRIPTION
 AH8970
 AH8970'DESCRIBED BY MN DEPT OF TRANSP 1991 (HTS)
 AH8970'THE MARK IS LOCATED ABOUT 0.6 MI (1.0 KM) NORTH OF WEST POINT, 1.25
 AH8970'MILE (2.01 KM) SOUTH ALONG TH 47 FROM THE JCT OF TH 95 AND TH 47 IN
 AH8970'PINE BROOK, AT THE JCT OF TH 47 AND CO RD 37 WEST, 133 FT (40.5 M)
 AH8970'WEST OF TH 47, AT TH 47 MP 48.4, 50.0 FT (15.2 M) NORTH OF CO RD 37,
 AH8970'89.7 FT (27.3 M) WNW OF A P-POLE, 89.0 FT (27.1 M) ENE OF A CABLE
 AH8970'MARKER BOX, 2.5 FT (0.8 M) SOUTH OF A WITNESS POST AND FLUSH WITH THE
 AH8970'GROUND.
 AH8970
 AH8970                          STATION RECOVERY (1995)
 AH8970
 AH8970'RECOVERY NOTE BY MN DEPT OF TRANSP 1995 (WAS)
 AH8970'RECOVERED AS DESCRIBED.
 AH8970
 AH8970                          STATION RECOVERY (2004)
 AH8970
 AH8970'RECOVERY NOTE BY US POWER SQUADRON 2004 (JCH)
 AH8970'RECOVERED IN GOOD CONDITION.
 AH8970
 AH8970                          STATION RECOVERY (2008)
 AH8970
 AH8970'RECOVERY NOTE BY MN DEPT OF TRANSP 2008 (WEF)
 AH8970'THE STATION IS LOCATED ABOUT 5.8 MI (9.3 KM) SOUTHWEST OF SPRINGVALE,
 AH8970'3.4 MI (5.5 KM) NORTH-NORTHWEST OF BRADFORD AND 3.2 MI (5.1 KM)
 AH8970'EAST-SOUTHEAST OF WYANETT.
 AH8970'
 AH8970'TO REACH TO THE MARK GO 0.6 MI (1.0 KM) NORTH OF WEST POINT, 1.25 MI
 AH8970'(2.0 KM) SOUTH ON TRUNK HIGHWAY 47 FROM THE JUNCTION OF TRUNK HIGHWAY
 AH8970'95 AND TRUNK HIGHWAY 47 IN PINE BROOK, AT THE JUNCTION OF TRUNK
 AH8970'HIGHWAY 47 AND COUNTY ROAD 37 WEST, AT TRUNK HIGHWAY 47 MILE POINT
 AH8970'48.4, 133 FT (40.5 M) WEST OF TRUNK HIGHWAY 47, 50 FT (15.2 M) NORTH
 AH8970'OF COUNTY ROAD 37 63.0 FT (19.2 M) WEST-SOUTHWEST OF POWER POLE, 89 FT
 AH8970'(27.1 M) EAST-NORTHEAST OF CABLE MARKER BOX, 2.5 FT (0.8 M) SOUTH OF A
 AH8970'WITNESS POST.
 AH8970
 AH8970                          STATION RECOVERY (2017)
 AH8970
 AH8970'RECOVERY NOTE BY MN DEPT OF TRANSP 2017 (MAS)
 AH8970'7.7 MI (12.4 KM) WEST OF CAMBRIDGE, 1.25 MI (2.01 KM) SOUTH ALONG
 AH8970'TRUNK HIGHWAY 47 FROM THE JUNCTION OF TRUNK HIGHWAY 95 AND TRUNK
 AH8970'HIGHWAY 47 (THE JUNCTION IS 8.0 MI (12.9 KM) WEST-NORTHWEST OF
 AH8970'CAMBRIDGE), AT TRUNK HIGHWAY 47 MILE POINT 48.4, 133 FT (40.5 M) WEST
 AH8970'OF TRUNK HIGHWAY 47, 89.0 FT (27.1 M) EAST-NORTHEAST OF A CABLE MARKER
 AH8970'BOX, 63.0 FT (19.2 M) WEST-SOUTHWEST OF A POWER POLE, 50.0 FT (15.2 M)
 AH8970'NORTH OF COUNTY ROAD 37 (331ST AVENUE NORTHWEST), 2.5 FT (0.8 M) SOUTH
 AH8970'OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 AH8969 ***********************************************************************
 AH8969  DESIGNATION -  3001 C
 AH8969  PID         -  AH8969
 AH8969  STATE/COUNTY-  MN/ISANTI
 AH8969  COUNTRY     -  US
 AH8969  USGS QUAD   -  WYANETT (2019)
 AH8969
 AH8969                         *CURRENT SURVEY CONTROL
 AH8969  ______________________________________________________________________
 AH8969* NAD 83(1986) POSITION- 45 33 31.96   (N) 093 22 45.44   (W)   HD_HELD1
 AH8969* NAVD 88 ORTHO HEIGHT -   290.230 (meters)      952.20  (feet) ADJUSTED
 AH8969  ______________________________________________________________________
 AH8969  GEOID HEIGHT    -        -28.240 (meters)                     GEOID18
 AH8969  DYNAMIC HEIGHT  -        290.217 (meters)      952.15  (feet) COMP
 AH8969  MODELED GRAVITY -    980,563.1   (mgal)                       NAVD 88
 AH8969
 AH8969  VERT ORDER      -  SECOND    CLASS I
 AH8969
 AH8969.The horizontal coordinates were determined by differentially corrected
 AH8969.hand held GPS observations or other comparable positioning techniques
 AH8969.and have an estimated accuracy of +/- 3 meters.
 AH8969
 AH8969.The orthometric height was determined by differential leveling and
 AH8969.adjusted by the NATIONAL GEODETIC SURVEY
 AH8969.in May 2000.
 AH8969
 AH8969.Significant digits in the geoid height do not necessarily reflect accuracy.
 AH8969.GEOID18 height accuracy estimate available here.
 AH8969
 AH8969.Click photographs - Photos may exist for this station.
 AH8969
 AH8969.The dynamic height is computed by dividing the NAVD 88
 AH8969.geopotential number by the normal gravity value computed on the
 AH8969.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH8969.degrees latitude (g = 980.6199 gals.).
 AH8969
 AH8969.The modeled gravity was interpolated from observed gravity values.
 AH8969
 AH8969;                    North         East    Units  Estimated Accuracy
 AH8969;SPC MN C     -   162,491.6     867,981.6     MT  (+/- 3 meters HH1 GPS) 
 AH8969
 AH8969_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL7039845107(NAD 83)
 AH8969
 AH8969                          SUPERSEDED SURVEY CONTROL
 AH8969
 AH8969.No superseded survey control is available for this station.
 AH8969
 AH8969_MARKER: DV = VERTICAL CONTROL DISK
 AH8969_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 AH8969_STAMPING: 3001 C 1991
 AH8969_MARK LOGO: MNDT
 AH8969_PROJECTION: 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 NOT SUITABLE FOR
 AH8969+SATELLITE: SATELLITE OBSERVATIONS - September 21, 2017
 AH8969_ROD/PIPE-DEPTH: 21.3 meters
 AH8969
 AH8969  HISTORY     - Date     Condition        Report By
 AH8969  HISTORY     - 19910331 MONUMENTED       MNDT
 AH8969  HISTORY     - 20041120 GOOD             USPSQD
 AH8969  HISTORY     - 20080703 GOOD             MNDT
 AH8969  HISTORY     - 20081013 GOOD             MNDT
 AH8969  HISTORY     - 20110713 GOOD             MNDT
 AH8969  HISTORY     - 20150323 GOOD             MNDT
 AH8969  HISTORY     - 20170921 GOOD             MNDT
 AH8969
 AH8969                          STATION DESCRIPTION
 AH8969
 AH8969'DESCRIBED BY MN DEPT OF TRANSP 1991 (HTS)
 AH8969'THE MARK IS LOCATED ABOUT 0.5 MI (0.8 KM) EAST OF WEST POINT, 2.55
 AH8969'MILES (4.10 KM) SOUTH AND EAST ALONG TH 47 FROM THE JCT OF TH 95 AND
 AH8969'TH 47 IN PINE BROOK, 0.5 MI (0.8 KM) WEST OF THE JCT OF TH 47 AND CO
 AH8969'RD 1 EAST, 250 FT (76.2 M) NORTH OF TH 47, AT TH 47 MP 47.1, 26 FT
 AH8969'(7.9 M) WEST OF A GRAVEL RD, 2.6 FT (0.8 M) SOUTH OF A P-POLE, 2.3 FT
 AH8969'(0.7 M) NORTH OF A WITNESS POST AND FLUSH WITH THE GROUND.
 AH8969
 AH8969                          STATION RECOVERY (2004)
 AH8969
 AH8969'RECOVERY NOTE BY US POWER SQUADRON 2004 (JCH)
 AH8969'RECOVERED IN GOOD CONDITION.
 AH8969
 AH8969                          STATION RECOVERY (2008)
 AH8969
 AH8969'RECOVERY NOTE BY MN DEPT OF TRANSP 2008 (WEF)
 AH8969'THE STATION IS LOCATED ABOUT 6.1 MI (9.8 KM) SOUTHWEST OF SPRINGVALE,
 AH8969'4.0 MI (6.4 KM) EAST-SOUTHEAST OF WYANETT AND 2.5 MI (4.0 KM) NORTH OF
 AH8969'BRADFORD.
 AH8969'
 AH8969'TO REACH TO THE MARK GO 0.5 MI (0.8 KM) EAST OF WEST POINT, 2.55 MI
 AH8969'(4.1 KM) SOUTH AND EAST ON TRUNK HIGHWAY 47 FROM THE JUNCTION OF TRUNK
 AH8969'HIGHWAY 47 AND TRUNK HIGHWAY 95 IN PINE BROOK, 0.5 MI (0.8 KM) WEST OF
 AH8969'THE JUNCTION OF TRUNK HIGHWAY 47 AND COUNTY ROAD 1 EAST, AT TRUNK
 AH8969'HIGHWAY 47 MILE POINT 47.1, 250 FT (76.2 M) NORTH OF TRUNK HIGHWAY 47,
 AH8969'26 FT (7.9 M) WEST OF JIVARO STREET, 1.0 FT (0.3 M) SOUTH OF POWER
 AH8969'POLE, 2.3 FT (0.7 M) NORTH OF A WITNESS POST.
 AH8969
 AH8969                          STATION RECOVERY (2008)
 AH8969
 AH8969'RECOVERY NOTE BY MN DEPT OF TRANSP 2008 (MPP)
 AH8969'THE MARK IS 0.5 MI (0.8 KM) EAST OF WEST POINT, 2.55 MI (4.1 KM) SOUTH
 AH8969'AND EAST ON TRUNK HIGHWAY 47 FROM THE JUNCTION OF TRUNK HIGHWAY 47 AND
 AH8969'TRUNK HIGHWAY 95 IN PINE BROOK, 0.5 MI (0.8 KM) WEST OF THE JUNCTION
 AH8969'OF TRUNK HIGHWAY 47 AND COUNTY ROAD 1 EAST, AT TRUNK HIGHWAY 47 MILE
 AH8969'POINT 47.1.
 AH8969'
 AH8969'IT IS 250 FT (76.2 M) NORTH OF TRUNK HIGHWAY 47, 26 FT (7.9 M) WEST OF
 AH8969'JIVARO STREET, 1.0 FT (0.3 M) SOUTH OF POWER POLE, 2.3 FT (0.7 M)
 AH8969'NORTH OF A WITNESS POST.
 AH8969
 AH8969                          STATION RECOVERY (2011)
 AH8969
 AH8969'RECOVERY NOTE BY MN DEPT OF TRANSP 2011 (ETK)
 AH8969'2.5 MI (4.0 KM) SOUTHEAST OF PINE BROOK, 2.55 MI (4.1 KM) SOUTH AND
 AH8969'EAST ALONG TRUNK HIGHWAY 47  FROM THE JUNCTION OF TRUNK HIGHWAY 47 AND
 AH8969'TRUNK HIGHWAY 95 IN PINE BROOK, 0.5 MI (0.8 KM) WEST OF THE JUNCTION
 AH8969'OF TRUNK HIGHWAY 47 AND COUNTY ROAD 1 EAST, AT TRUNK HIGHWAY 47 MILE
 AH8969'POINT 47.1, 250 FT (76.2 M) NORTH OF TRUNK HIGHWAY 47, 26 FT (7.9 M)
 AH8969'WEST OF JIVARO STREET, 1.0 FT (0.3 M) SOUTH OF POWER POLE, 2.3 FT (0.7
 AH8969'M) NORTH OF A WITNESS POST.
 AH8969
 AH8969                          STATION RECOVERY (2015)
 AH8969
 AH8969'RECOVERY NOTE BY MN DEPT OF TRANSP 2015 (BB)
 AH8969'RECOVERED AS DESCRIBED.
 AH8969
 AH8969                          STATION RECOVERY (2017)
 AH8969
 AH8969'RECOVERY NOTE BY MN DEPT OF TRANSP 2017 (MAS)
 AH8969'7.2 MI (11.6 KM) WEST OF CAMBRIDGE, 2.55 MI (4.10 KM) SOUTH AND EAST
 AH8969'ALONG TRUNK HIGHWAY 47 FROM THE JUNCTION OF TRUNK HIGHWAY 47 AND TRUNK
 AH8969'HIGHWAY 95 (THE JUNCTION IS 8.0 MI (12.9 KM) WEST-NORTHWEST OF
 AH8969'CAMBRIDGE), AT TRUNK HIGHWAY 47 MILE POINT 47.1, 250 FT (76.2 M) NORTH
 AH8969'OF TRUNK HIGHWAY 47, 26.0 FT (7.9 M) WEST OF JIVARO STREET, 1.0 FT
 AH8969'(0.3 M) SOUTH OF A POWER POLE, 2.0 FT (0.6 M) NORTH OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 AH8967 ***********************************************************************
 AH8967  DESIGNATION -  3001 E
 AH8967  PID         -  AH8967
 AH8967  STATE/COUNTY-  MN/ISANTI
 AH8967  COUNTRY     -  US
 AH8967  USGS QUAD   -  BRADFORD (2019)
 AH8967
 AH8967                         *CURRENT SURVEY CONTROL
 AH8967  ______________________________________________________________________
 AH8967* NAD 83(1986) POSITION- 45 32 53.49   (N) 093 22 05.57   (W)   HD_HELD1
 AH8967* NAVD 88 ORTHO HEIGHT -   283.068 (meters)      928.70  (feet) ADJUSTED
 AH8967  ______________________________________________________________________
 AH8967  GEOID HEIGHT    -        -28.269 (meters)                     GEOID18
 AH8967  DYNAMIC HEIGHT  -        283.055 (meters)      928.66  (feet) COMP
 AH8967  MODELED GRAVITY -    980,561.0   (mgal)                       NAVD 88
 AH8967
 AH8967  VERT ORDER      -  SECOND    CLASS I
 AH8967
 AH8967.The horizontal coordinates were determined by differentially corrected
 AH8967.hand held GPS observations or other comparable positioning techniques
 AH8967.and have an estimated accuracy of +/- 3 meters.
 AH8967
 AH8967.The orthometric height was determined by differential leveling and
 AH8967.adjusted by the NATIONAL GEODETIC SURVEY
 AH8967.in May 2000.
 AH8967
 AH8967.Significant digits in the geoid height do not necessarily reflect accuracy.
 AH8967.GEOID18 height accuracy estimate available here.
 AH8967
 AH8967.Click photographs - Photos may exist for this station.
 AH8967
 AH8967.The dynamic height is computed by dividing the NAVD 88
 AH8967.geopotential number by the normal gravity value computed on the
 AH8967.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH8967.degrees latitude (g = 980.6199 gals.).
 AH8967
 AH8967.The modeled gravity was interpolated from observed gravity values.
 AH8967
 AH8967;                    North         East    Units  Estimated Accuracy
 AH8967;SPC MN C     -   161,313.6     868,859.5     MT  (+/- 3 meters HH1 GPS) 
 AH8967
 AH8967_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL7125743916(NAD 83)
 AH8967
 AH8967                          SUPERSEDED SURVEY CONTROL
 AH8967
 AH8967.No superseded survey control is available for this station.
 AH8967
 AH8967_MARKER: DV = VERTICAL CONTROL DISK
 AH8967_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 AH8967_STAMPING: 3001 E 1991
 AH8967_MARK LOGO: MNDT
 AH8967_PROJECTION: PROJECTING 5 CENTIMETERS
 AH8967_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AH8967_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AH8967_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AH8967+SATELLITE: SATELLITE OBSERVATIONS - September 21, 2017
 AH8967_ROD/PIPE-DEPTH: 15.8 meters
 AH8967
 AH8967  HISTORY     - Date     Condition        Report By
 AH8967  HISTORY     - 1991     MONUMENTED       MNDT
 AH8967  HISTORY     - 20041120 MARK NOT FOUND   USPSQD
 AH8967  HISTORY     - 20080703 GOOD             MNDT
 AH8967  HISTORY     - 20150323 GOOD             MNDT
 AH8967  HISTORY     - 20170921 GOOD             MNDT
 AH8967
 AH8967                          STATION DESCRIPTION
 AH8967
 AH8967'DESCRIBED BY MN DEPT OF TRANSP 1991 (HTS)
 AH8967'THE MARK IS LOCATED ABOUT 1.75 MI (2.82 KM) NORTH OF BRADFORD, 11.65
 AH8967'MILES (18.75 KM) NORTH ALONG TH 47 FROM THE JCT OF TH 47 AND CO RD 24
 AH8967'EAST IN ST FRANCIS, 1.25 MI (2.01 KM) NORTH OF THE JCT OF TH 47 AND CO
 AH8967'RD 17 EAST, 0.7 MI (1.1 KM) SOUTH OF THE JCT OF TH 47 AND CO RD 1
 AH8967'EAST, 58 FT (17.7 M) EAST OF TH 47, AT TH 47 MP 45.9, 25 FT (7.6 M)
 AH8967'SOUTH OF A DRIVEWAY, 161 FT (49.1 M) SE OF A P-POLE, 0.8 FT (24.4 CM)
 AH8967'WEST OF A WITNESS POST AND FLUSH WITH THE GROUND.
 AH8967
 AH8967                          STATION RECOVERY (2004)
 AH8967
 AH8967'RECOVERY NOTE BY US POWER SQUADRON 2004 (JCH)
 AH8967'RECENT CONSTRUCTION INVOLVING TRUNK HIGHWAY 47.  THE LOCATION
 AH8967'DETERMINED BY THE LATITUDE AND LONGITUDE GIVEN FOR THE CURRENT SURVEY
 AH8967'CONTROL PLACES THE STATION WEST OF TH 47.
 AH8967
 AH8967                          STATION RECOVERY (2008)
 AH8967
 AH8967'RECOVERY NOTE BY MN DEPT OF TRANSP 2008 (WEF)
 AH8967'THE STATION IS LOCATED ABOUT 6.4 MI (10.3 KM) SOUTH-SOUTHWEST OF
 AH8967'SPRINGVALE, 4.8 MI (7.7 KM) SOUTHEAST OF WYANETT AND 1.8 MI (2.9 KM)
 AH8967'NORTH OF BRADFORD.
 AH8967'
 AH8967'TO REACH TO THE MARK GO 11.65 MI (18.7 KM) NORTH ON TRUNK HIGHWAY 47
 AH8967'FROM THE JUNCTION OF TRUNK HIGHWAY 47 AND COUNTY ROAD 24 EAST IN SAINT
 AH8967'FRANCIS, 1.25 MI (2.0 KM) NORTH OF THE JUNCTION OF TRUNK HIGHWAY 47
 AH8967'AND COUNTY ROAD 17 EAST, 0.7 MI (1.1 KM) SOUTH OF THE JUNCTION OF
 AH8967'TRUNK HIGHWAY 47 AND COUNTY ROAD 1 EAST, AT TRUNK HIGHWAY 47 MILE
 AH8967'POINT 45.9, 77.0 FT (23.5 M) EAST OF TRUNK HIGHWAY 47, 25 FT (7.6 M)
 AH8967'SOUTH OF DRIVEWAY, 161 FT (49.1 M) SOUTHEAST OF POWER POLE, 0.8 FT
 AH8967'(0.2 M) WEST OF A WITNESS POST.
 AH8967
 AH8967                          STATION RECOVERY (2015)
 AH8967
 AH8967'RECOVERY NOTE BY MN DEPT OF TRANSP 2015 (BB)
 AH8967'RECOVERED AS DESCRIBED.
 AH8967
 AH8967                          STATION RECOVERY (2017)
 AH8967
 AH8967'RECOVERY NOTE BY MN DEPT OF TRANSP 2017 (MAS)
 AH8967'6.8 MI (10.9 KM) WEST-SOUTHWEST OF CAMBRIDGE, 3.65 MI (5.87 KM)
 AH8967'SOUTHEAST-EAST ALONG TRUNK HIGHWAY 47 FROM THE JUNCTION OF TRUNK
 AH8967'HIGHWAY 47 AND TRUNK HIGHWAY 95 (THE JUNCTION IS 8.0 MI (12.9 KM)
 AH8967'WEST-NORTHWEST OF CAMBRIDGE), AT TRUNK HIGHWAY 47 MILE POINT 45.9,
 AH8967'77.0 FT (23.5 M) EAST OF TRUNK HIGHWAY 47, 25.0 FT (7.6 M) SOUTH OF A
 AH8967'WOOD TRAIL, 0.8 FT (24 CM) WEST OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 AH8966 ***********************************************************************
 AH8966  DESIGNATION -  3001 F
 AH8966  PID         -  AH8966
 AH8966  STATE/COUNTY-  MN/ISANTI
 AH8966  COUNTRY     -  US
 AH8966  USGS QUAD   -  BRADFORD (2019)
 AH8966
 AH8966                         *CURRENT SURVEY CONTROL
 AH8966  ______________________________________________________________________
 AH8966* NAD 83(2011) POSITION- 45 31 47.63894(N) 093 22 04.70574(W)   ADJUSTED
 AH8966* NAD 83(2011) ELLIP HT-   262.568 (meters)        (06/27/12)   ADJUSTED
 AH8966* NAD 83(2011) EPOCH   -  2010.00
 AH8966* NAVD 88 ORTHO HEIGHT -   290.849 (meters)      954.23  (feet) ADJUSTED
 AH8966  ______________________________________________________________________
 AH8966  GEOID HEIGHT    -        -28.282 (meters)                     GEOID18
 AH8966  NAD 83(2011) X  -   -262,954.268 (meters)                     COMP
 AH8966  NAD 83(2011) Y  - -4,468,209.562 (meters)                     COMP
 AH8966  NAD 83(2011) Z  -  4,528,985.157 (meters)                     COMP
 AH8966  LAPLACE CORR    -         -3.91  (seconds)                    DEFLEC18
 AH8966  DYNAMIC HEIGHT  -        290.835 (meters)      954.18  (feet) COMP
 AH8966  MODELED GRAVITY -    980,559.4   (mgal)                       NAVD 88
 AH8966
 AH8966  VERT ORDER      -  SECOND    CLASS I
 AH8966
 AH8966  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AH8966  Standards:
 AH8966         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AH8966            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AH8966  -------------------------------------------------------------------
 AH8966  NETWORK    0.51   0.51           0.22   0.19   0.26      0.16474576
 AH8966  -------------------------------------------------------------------
 AH8966  Click here for local accuracies and other accuracy information.
 AH8966
 AH8966.The horizontal coordinates were established by GPS observations
 AH8966.and adjusted by the National Geodetic Survey in June 2012.
 AH8966
 AH8966.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AH8966.been affixed to the stable North American tectonic plate. See 
 AH8966.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AH8966
 AH8966.The horizontal coordinates are valid at the epoch date displayed above
 AH8966.which is a decimal equivalence of Year/Month/Day.
 AH8966
 AH8966.The orthometric height was determined by differential leveling and
 AH8966.adjusted by the NATIONAL GEODETIC SURVEY
 AH8966.in May 2000.
 AH8966
 AH8966.Significant digits in the geoid height do not necessarily reflect accuracy.
 AH8966.GEOID18 height accuracy estimate available here.
 AH8966
 AH8966.Click photographs - Photos may exist for this station.
 AH8966
 AH8966.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AH8966
 AH8966.The Laplace correction was computed from DEFLEC18 derived deflections.
 AH8966
 AH8966.The ellipsoidal height was determined by GPS observations
 AH8966.and is referenced to NAD 83.
 AH8966
 AH8966.The dynamic height is computed by dividing the NAVD 88
 AH8966.geopotential number by the normal gravity value computed on the
 AH8966.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH8966.degrees latitude (g = 980.6199 gals.).
 AH8966
 AH8966.The modeled gravity was interpolated from observed gravity values.
 AH8966
 AH8966. The following values were computed from the NAD 83(2011) position.
 AH8966
 AH8966;                    North         East     Units Scale Factor Converg.
 AH8966;SPC MN C     -   159,280.868   868,900.911   MT  1.00001993   +0 38 17.0
 AH8966;SPC MN C     -   522,573.98  2,850,719.07   sFT  1.00001993   +0 38 17.0
 AH8966;UTM  15      - 5,041,884.128   471,266.607   MT  0.99961015   -0 15 45.3
 AH8966
 AH8966!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH8966!SPC MN C     -   0.99995884  x   1.00001993  =   0.99997877
 AH8966!UTM  15      -   0.99995884  x   0.99961015  =   0.99956900
 AH8966
 AH8966_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL7126641884(NAD 83)
 AH8966
 AH8966                          SUPERSEDED SURVEY CONTROL
 AH8966
 AH8966  NAD 83(2007)-  45 31 47.63938(N)    093 22 04.70632(W) AD(2002.00) 1
 AH8966  ELLIP H (10/16/09)  262.600  (m)                       GP(2002.00) 3 1
 AH8966  NAVD 88             290.85   (m)          954.2    (f) LEVELING    3  
 AH8966
 AH8966.Superseded values are not recommended for survey control.
 AH8966
 AH8966.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH8966.See file dsdata.pdf to determine how the superseded data were derived.
 AH8966
 AH8966_MARKER: DV = VERTICAL CONTROL DISK
 AH8966_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 AH8966_STAMPING: 3001 F 1991
 AH8966_MARK LOGO: MNDT
 AH8966_PROJECTION: RECESSED 20 CENTIMETERS
 AH8966_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AH8966_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AH8966_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH8966+SATELLITE: SATELLITE OBSERVATIONS - September 21, 2017
 AH8966_ROD/PIPE-DEPTH: 19.8 meters
 AH8966
 AH8966  HISTORY     - Date     Condition        Report By
 AH8966  HISTORY     - 19910401 MONUMENTED       MNDT
 AH8966  HISTORY     - 20041120 GOOD             USPSQD
 AH8966  HISTORY     - 20080703 GOOD             MNDT
 AH8966  HISTORY     - 20081015 GOOD             MNDT
 AH8966  HISTORY     - 20141014 GOOD             MNDT
 AH8966  HISTORY     - 20170921 GOOD             MNDT
 AH8966
 AH8966                          STATION DESCRIPTION
 AH8966
 AH8966'DESCRIBED BY MN DEPT OF TRANSP 1991 (HTS)
 AH8966'THE MARK IS LOCATED ABOUT 0.5 MI (0.8 KM) NORTH OF BRADFORD, 10.35
 AH8966'MILES (16.66 KM) NORTH ALONG TH 47 FROM THE JCT OF TH 47 AND CO RD 24
 AH8966'EAST IN ST FRANCIS, AT THE JCT OF TH 47 AND CO RD 17 EAST, 195 FT
 AH8966'(59.4 M) EAST OF TH 47, AT TH 47 MP 44.65, 30.0 FT (9.1 M) NORTH OF CO
 AH8966'RD 17, 76.0 FT (23.2 M) NNW OF A P-POLE, 11.0 FT (3.4 M) WEST OF A
 AH8966'P-POLE, 9.7 FT (3.0 M) WEST OF A WIT POST AND IS FLUSH WITH THE
 AH8966'GROUND.
 AH8966
 AH8966                          STATION RECOVERY (2004)
 AH8966
 AH8966'RECOVERY NOTE BY US POWER SQUADRON 2004 (JCH)
 AH8966'RECOVERED IN GOOD CONDITION.
 AH8966
 AH8966                          STATION RECOVERY (2008)
 AH8966
 AH8966'RECOVERY NOTE BY MN DEPT OF TRANSP 2008 (WEF)
 AH8966'THE STATION IS LOCATED ABOUT 6.4 MI (10.3 KM) WEST-NORTHWEST OF
 AH8966'ISANTI, 5.6 MI (9.0 KM) SOUTHEAST OF WYANETT AND 0.5 MI (0.8 KM) NORTH
 AH8966'OF BRADFORD.
 AH8966'
 AH8966'TO REACH TO THE MARK GO 10.35 MI (16.7 KM) NORTH ON TRUNK HIGHWAY 47
 AH8966'FROM THE JUNCTION OF TRUNK HIGHWAY 47 AND COUNTY ROAD 24 EAST IN SAINT
 AH8966'FRANCIS, AT TRUNK HIGHWAY 47 MILE POINT 44.65, 195 FT (59.4 M) EAST OF
 AH8966'TRUNK HIGHWAY 47, 30 FT (9.1 M) NORTH OF COUNTY ROAD 17, 76 FT (23.2
 AH8966'M) NORTH-NORTHWEST OF POWER POLE, 11 FT (3.4 M) WEST OF POWER POLE,
 AH8966'9.7 FT (3.0 M) WEST OF A WITNESS POST, 1.0 FT (0.3 M) SOUTH OF A
 AH8966'WITNESS POST, 7.0 FT (2.1 M) EAST-SOUTHEAST OF RIGHT OF WAY POST,
 AH8966'ACROSS FROM DRIVE NUMBER 3980.
 AH8966
 AH8966                          STATION RECOVERY (2008)
 AH8966
 AH8966'RECOVERY NOTE BY MN DEPT OF TRANSP 2008 (MPP)
 AH8966'0.5 MILE NORTH OF BRADFORD, 10.35 MILES NORTH ON TRUNK HIGHWAY 47 FROM
 AH8966'JUNCTION OF TRUNK HIGHWAY 47 AND COUNTY ROAD 24 EAST IN SAINT FRANCIS,
 AH8966'AT TRUNK HIGHWAY 47 MILEPOINT 44.65, 195 FEET EAST OF TRUNK HIGHWAY
 AH8966'47, 30 FEET NORTH OF COUNTY ROAD 17, 76 FEET NORTH-NORTHWEST OF POWER
 AH8966'POLE, 11 FEET WEST OF POWER POLE, 9.7 FEET WEST OF WITNESS POST, 1.0
 AH8966'FOOT SOUTH OF WITNESS POST, 7.0 FEET EAST-SOUTHEAST OF RIGHT-OF-WAY
 AH8966'POST, ACROSS FROM DRIVE NUMBER 3980.
 AH8966
 AH8966                          STATION RECOVERY (2014)
 AH8966
 AH8966'RECOVERY NOTE BY MN DEPT OF TRANSP 2014 (KMS)
 AH8966'RECOVERED AS DESCRIBED.
 AH8966
 AH8966                          STATION RECOVERY (2017)
 AH8966
 AH8966'RECOVERY NOTE BY MN DEPT OF TRANSP 2017 (MAS)
 AH8966'9.0 MI (14.5 KM) NORTH OF ST. FRANCIS, 9.0 MI (14.5 KM) NORTH ALONG
 AH8966'TRUNK HIGHWAY 47 FROM THE JUNCTION OF TRUNK HIGHWAY 47 AND COUNTY ROAD
 AH8966'28 IN ST. FRANCIS, AT TRUNK HIGHWAY 47 MILE POINT 44.65, 195 FT (59.4
 AH8966'M) EAST OF TRUNK HIGHWAY 47, 76.0 FT (23.2 M) NORTH-NORTHWEST OF A
 AH8966'POWER POLE, 30.0 FT (9.1 M) NORTH OF COUNTY ROAD 17, ACROSS FROM
 AH8966'DRIVEWAY NUMBER 3980, 11.0 FT (3.4 M) WEST OF A POWER POLE, 9.7 FT
 AH8966'(3.0 M) WEST OF A WITNESS POST, 7.0 FT (2.1 M) EAST-SOUTHEAST OF A
 AH8966'RIGHT-OF-WAY POST, 1.0 FT (0.3 M) SOUTH OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 AH8965 ***********************************************************************
 AH8965  DESIGNATION -  3001 G
 AH8965  PID         -  AH8965
 AH8965  STATE/COUNTY-  MN/ISANTI
 AH8965  COUNTRY     -  US
 AH8965  USGS QUAD   -  BRADFORD (2019)
 AH8965
 AH8965                         *CURRENT SURVEY CONTROL
 AH8965  ______________________________________________________________________
 AH8965* NAD 83(1986) POSITION- 45 31 04.62   (N) 093 22 08.46   (W)   HD_HELD1
 AH8965* NAVD 88 ORTHO HEIGHT -   290.537 (meters)      953.20  (feet) ADJUSTED
 AH8965  ______________________________________________________________________
 AH8965  GEOID HEIGHT    -        -28.287 (meters)                     GEOID18
 AH8965  DYNAMIC HEIGHT  -        290.522 (meters)      953.15  (feet) COMP
 AH8965  MODELED GRAVITY -    980,558.6   (mgal)                       NAVD 88
 AH8965
 AH8965  VERT ORDER      -  SECOND    CLASS I
 AH8965
 AH8965.The horizontal coordinates were determined by differentially corrected
 AH8965.hand held GPS observations or other comparable positioning techniques
 AH8965.and have an estimated accuracy of +/- 3 meters.
 AH8965
 AH8965.The orthometric height was determined by differential leveling and
 AH8965.adjusted by the NATIONAL GEODETIC SURVEY
 AH8965.in May 2000.
 AH8965
 AH8965.Significant digits in the geoid height do not necessarily reflect accuracy.
 AH8965.GEOID18 height accuracy estimate available here.
 AH8965
 AH8965.Click photographs - Photos may exist for this station.
 AH8965
 AH8965.The dynamic height is computed by dividing the NAVD 88
 AH8965.geopotential number by the normal gravity value computed on the
 AH8965.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH8965.degrees latitude (g = 980.6199 gals.).
 AH8965
 AH8965.The modeled gravity was interpolated from observed gravity values.
 AH8965
 AH8965;                    North         East    Units  Estimated Accuracy
 AH8965;SPC MN C     -   157,951.9     868,834.2     MT  (+/- 3 meters HH1 GPS) 
 AH8965
 AH8965_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL7117940556(NAD 83)
 AH8965
 AH8965                          SUPERSEDED SURVEY CONTROL
 AH8965
 AH8965.No superseded survey control is available for this station.
 AH8965
 AH8965_MARKER: DV = VERTICAL CONTROL DISK
 AH8965_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 AH8965_STAMPING: 3001 G 1991
 AH8965_MARK LOGO: MNDT
 AH8965_PROJECTION: RECESSED 8 CENTIMETERS
 AH8965_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AH8965_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AH8965_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AH8965+SATELLITE: SATELLITE OBSERVATIONS - September 21, 2017
 AH8965_ROD/PIPE-DEPTH: 21.3 meters
 AH8965
 AH8965  HISTORY     - Date     Condition        Report By
 AH8965  HISTORY     - 1991     MONUMENTED       MNDT
 AH8965  HISTORY     - 20041120 GOOD             USPSQD
 AH8965  HISTORY     - 20080703 GOOD             MNDT
 AH8965  HISTORY     - 20141014 GOOD             MNDT
 AH8965  HISTORY     - 20170921 GOOD             MNDT
 AH8965
 AH8965                          STATION DESCRIPTION
 AH8965
 AH8965'DESCRIBED BY MN DEPT OF TRANSP 1991 (HTS)
 AH8965'THE MARK IS LOCATED ABOUT 9.0 MILES (14.5 KM) NORTH OF THE CITY OF ST
 AH8965'FRANCIS, 9.55 MI (15.37 KM) NORTH ALONG TH 47 FROM THE JCT OF TH 47
 AH8965'AND CO RD 24 EAST IN ST FRANCIS, 0.35 MI (0.56 KM) SOUTH OF BRADFORD,
 AH8965'0.85 MI (1.37 KM) SOUTH OF JCT OF TH 47 AND CO RD 17 EAST, 58.0 FT
 AH8965'(17.7 M) WEST OF TH 47, AT TH 47 MP 43.85, 42.0 FT (12.8 M) NORTH OF
 AH8965'THE CENTER OF A DRIVE, 108.7 FT (33.1 M) SSW OF A P-POLE, 1.0 FT (0.3
 AH8965'M) EAST OF SOUTH END OF JUNKYARD FENCE, 1.8 FT (0.5 M) WEST OF A
 AH8965'WITNESS POST, AND 0.3 FT (9.1 CM) BELOW GROUND LEVEL.
 AH8965
 AH8965                          STATION RECOVERY (2004)
 AH8965
 AH8965'RECOVERY NOTE BY US POWER SQUADRON 2004 (JCH)
 AH8965'RECOVERED IN GOOD CONDITION.
 AH8965
 AH8965                          STATION RECOVERY (2008)
 AH8965
 AH8965'RECOVERY NOTE BY MN DEPT OF TRANSP 2008 (WEF)
 AH8965'THE STATION IS LOCATED ABOUT 6.2 MI (10.0 KM) SOUTHEAST OF WYANETT,
 AH8965'6.2 MI (10.0 KM) WEST-NORTHWEST OF ISANTI AND 0.3 MI (0.5 KM) SOUTH OF
 AH8965'BRADFORD.
 AH8965'
 AH8965'TO REACH TO THE MARK GO 9.0 MI (14.5 KM) NORTH OF SAINT FRANCIS, 0.35
 AH8965'MI (0.6 KM) SOUTH OF BRADFORD, 9.55 MI (15.4 KM) NORTH ON TRUNK
 AH8965'HIGHWAY 47 FROM THE JUNCTION OF TRUNK HIGHWAY 47 AND COUNTY ROAD 24
 AH8965'EAST IN SAINT FRANCIS, 0.85 MI (1.4 KM) SOUTH OF THE JUNCTION OF TRUNK
 AH8965'HIGHWAY 47 AND COUNTY ROAD 17 EAST, 58 FT (17.7 M) WEST OF TRUNK
 AH8965'HIGHWAY 47, AT TRUNK HIGHWAY 47 MILE POINT 43.85, 42 FT (12.8 M) NORTH
 AH8965'OF NORTH DRIVEWAY, 108.7 FT (33.1 M) SOUTH-SOUTHWEST OF POWER POLE,
 AH8965'1.0 FT (0.3 M) EAST OF SOUTH END OF JUNKYARD FENCE, 1.8 FT (0.5 M)
 AH8965'SOUTHEAST OF A WITNESS POST.
 AH8965
 AH8965                          STATION RECOVERY (2014)
 AH8965
 AH8965'RECOVERY NOTE BY MN DEPT OF TRANSP 2014 (KMS)
 AH8965'RECOVERED AS DESCRIBED.
 AH8965
 AH8965                          STATION RECOVERY (2017)
 AH8965
 AH8965'RECOVERY NOTE BY MN DEPT OF TRANSP 2017 (MAS)
 AH8965'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 AH8963 ***********************************************************************
 AH8963  DESIGNATION -  3001 H
 AH8963  PID         -  AH8963
 AH8963  STATE/COUNTY-  MN/ISANTI
 AH8963  COUNTRY     -  US
 AH8963  USGS QUAD   -  SAINT FRANCIS (2019)
 AH8963
 AH8963                         *CURRENT SURVEY CONTROL
 AH8963  ______________________________________________________________________
 AH8963* NAD 83(1986) POSITION- 45 29 21.21   (N) 093 22 03.22   (W)   HD_HELD1
 AH8963* NAVD 88 ORTHO HEIGHT -   288.422 (meters)      946.26  (feet) ADJUSTED
 AH8963  ______________________________________________________________________
 AH8963  GEOID HEIGHT    -        -28.299 (meters)                     GEOID18
 AH8963  DYNAMIC HEIGHT  -        288.407 (meters)      946.22  (feet) COMP
 AH8963  MODELED GRAVITY -    980,555.8   (mgal)                       NAVD 88
 AH8963
 AH8963  VERT ORDER      -  SECOND    CLASS I
 AH8963
 AH8963.The horizontal coordinates were determined by differentially corrected
 AH8963.hand held GPS observations or other comparable positioning techniques
 AH8963.and have an estimated accuracy of +/- 3 meters.
 AH8963
 AH8963.The orthometric height was determined by differential leveling and
 AH8963.adjusted by the NATIONAL GEODETIC SURVEY
 AH8963.in May 2000.
 AH8963
 AH8963.Significant digits in the geoid height do not necessarily reflect accuracy.
 AH8963.GEOID18 height accuracy estimate available here.
 AH8963
 AH8963.Click photographs - Photos may exist for this station.
 AH8963
 AH8963.The dynamic height is computed by dividing the NAVD 88
 AH8963.geopotential number by the normal gravity value computed on the
 AH8963.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH8963.degrees latitude (g = 980.6199 gals.).
 AH8963
 AH8963.The modeled gravity was interpolated from observed gravity values.
 AH8963
 AH8963;                    North         East    Units  Estimated Accuracy
 AH8963;SPC MN C     -   154,760.7     868,983.5     MT  (+/- 3 meters HH1 GPS) 
 AH8963
 AH8963_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL7127837365(NAD 83)
 AH8963
 AH8963                          SUPERSEDED SURVEY CONTROL
 AH8963
 AH8963.No superseded survey control is available for this station.
 AH8963
 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 NOT SUITABLE FOR
 AH8963+SATELLITE: SATELLITE OBSERVATIONS - October 09, 2017
 AH8963_ROD/PIPE-DEPTH: 19.8 meters
 AH8963
 AH8963  HISTORY     - Date     Condition        Report By
 AH8963  HISTORY     - 19920331 MONUMENTED       MNDT
 AH8963  HISTORY     - 20041120 MARK NOT FOUND   USPSQD
 AH8963  HISTORY     - 20080702 GOOD             MNDT
 AH8963  HISTORY     - 20111029 GOOD             MNDT
 AH8963  HISTORY     - 20141014 GOOD             MNDT
 AH8963  HISTORY     - 20171009 GOOD             MNDT
 AH8963
 AH8963                          STATION DESCRIPTION
 AH8963
 AH8963'DESCRIBED BY MN DEPT OF TRANSP 1992 (HTS)
 AH8963'THE MARK IS LOCATED ABOUT 2 MI (3.2 KM) SOUTH OF BRADFORD, 7.5 MILES
 AH8963'(12.1 KM) NORTH ALONG TH 47 FROM THE JCT OF TH 47 AND CO RD 24 EAST IN
 AH8963'ST FRANCIS, 1.25 MI (2.01 KM) NORTH OF JCT OF TH 47 AND CO RD 59 WEST,
 AH8963'0.75 MI (1.21 KM) SOUTH OF JCT OF TH 47 AND CO RD 5, 200 FT (61.0 M)
 AH8963'EAST OF TH 47, AT TH 47 MP 41.85, 18 FT (5.5 M) NORTH OF A GRAVEL RD,
 AH8963'79.0 FT (24.1 M) WEST OF A P-POLE, 9.9 FT (3.0 M) WNW OF A TEL JCT
 AH8963'BOX, 8.6 FT (2.6 M) WEST OF A WIT POST AND 0.1 FT (3.0 CM) BELOW
 AH8963'GROUND LEVEL.
 AH8963
 AH8963                          STATION RECOVERY (2004)
 AH8963
 AH8963'RECOVERY NOTE BY US POWER SQUADRON 2004 (JCH)
 AH8963'2004 IMPROVEMENTS TO TH 47 INCLUDED MOVING THE HIGHWAY SLIGHTLY.
 AH8963
 AH8963                          STATION RECOVERY (2008)
 AH8963
 AH8963'RECOVERY NOTE BY MN DEPT OF TRANSP 2008 (WEF)
 AH8963'THE STATION IS LOCATED ABOUT 5.8 MI (9.3 KM) WEST OF ISANTI, 5.4 MI
 AH8963'(8.7 KM) NORTHEAST OF CROWN AND 2.3 MI (3.7 KM) SOUTH OF BRADFORD.
 AH8963'
 AH8963'TO REACH TO THE MARK GO 7.5 MI (12.1 KM) NORTH ON TRUNK HIGHWAY 47
 AH8963'FROM THE JUNCTION OF TRUNK HIGHWAY 47 AND COUNTY ROAD 24 EAST IN SAINT
 AH8963'FRANCIS, 1.25 MI (2.0 KM) NORTH OF THE JUNCTION OF TRUNK HIGHWAY 47
 AH8963'AND COUNTY ROAD 59 WEST, 0.75 MI (1.2 KM) SOUTH OF THE JUNCTION OF
 AH8963'TRUNK HIGHWAY 47 AND COUNTY ROAD 5, AT TRUNK HIGHWAY 47 MILE POINT
 AH8963'41.85, 200 FT (61.0 M) EAST OF TRUNK HIGHWAY 47, 18 FT (5.5 M) NORTH
 AH8963'OF GRAVEL ROAD, 79 FT (24.1 M) WEST OF POWER POLE, 9.9 FT (3.0 M)
 AH8963'WEST-NORTHWEST OF TELEPHONE JUNCTION BOX, 8.6 FT (2.6 M) WEST OF A
 AH8963'WITNESS POST.
 AH8963
 AH8963                          STATION RECOVERY (2011)
 AH8963
 AH8963'RECOVERY NOTE BY MN DEPT OF TRANSP 2011 (ETK)
 AH8963'2.0 MI (3.2 KM) SOUTH OF BRADFORD, 7.5 MI (12.1 KM) NORTH ALONG TRUNK
 AH8963'HIGHWAY 47  FROM THE JUNCTION OF TRUNK HIGHWAY 47 AND COUNTY ROAD 24
 AH8963'EAST IN SAINT FRANCIS, 1.25 MI (2.0 KM) NORTH OF THE JUNCTION OF TRUNK
 AH8963'HIGHWAY 47 AND COUNTY ROAD 59 WEST, 0.75 MI (1.2 KM) SOUTH OF THE
 AH8963'JUNCTION OF TRUNK HIGHWAY 47 AND COUNTY ROAD 5, AT TRUNK HIGHWAY 47
 AH8963'MILE POINT 41.85, 200 FT (61.0 M) EAST OF TRUNK HIGHWAY 47, 79 FT
 AH8963'(24.1 M) WEST OF POWER POLE, 18 FT (5.5 M) NORTH OF GRAVEL ROAD, 9.9
 AH8963'FT (3.0 M) WEST-NORTHWEST OF TELEPHONE JUNCTION BOX, 8.6 FT (2.6 M)
 AH8963'WEST OF A WITNESS POST.  DISK WAS SET ON 3/31/1992, BUT STAMPED 1991.
 AH8963
 AH8963                          STATION RECOVERY (2014)
 AH8963
 AH8963'RECOVERY NOTE BY MN DEPT OF TRANSP 2014 (KMS)
 AH8963'RECOVERED AS DESCRIBED.
 AH8963
 AH8963                          STATION RECOVERY (2017)
 AH8963
 AH8963'RECOVERY NOTE BY MN DEPT OF TRANSP 2017 (MAS)
 AH8963'6.25 MI (10.06 KM) NORTH OF ST. FRANCIS, 6.25 MI (10.06 KM) NORTH
 AH8963'ALONG TRUNK HIGHWAY 47 FROM THE JUNCTION OF TRUNK HIGHWAY 47 AND
 AH8963'COUNTY ROAD 28 IN ST. FRANCIS, AT TRUNK HIGHWAY 47 MILE POINT 41.85,
 AH8963'200 FT (61.0 M) EAST OF TRUNK HIGHWAY 47, 79.0 FT (24.1 M) WEST OF A
 AH8963'POWER POLE, 18.0 FT (5.5 M) NORTH OF 287TH AVENUE NORTHWEST, 14.0 FT
 AH8963'(4.3 M) SOUTHEAST OF A RIGHT-OF-WAY POST, 13.6 FT (4.1 M) SOUTHEAST OF
 AH8963'CABLE BOX NUMBER 1969, 1.0 FT (0.3 M) WEST OF A WITNESS POST.  THE
 AH8963'DISK WAS SET ON 3/31/1992, BUT STAMPED 1991.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 AH8961 ***********************************************************************
 AH8961  DESIGNATION -  3001 K
 AH8961  PID         -  AH8961
 AH8961  STATE/COUNTY-  MN/ISANTI
 AH8961  COUNTRY     -  US
 AH8961  USGS QUAD   -  SAINT FRANCIS (2019)
 AH8961
 AH8961                         *CURRENT SURVEY CONTROL
 AH8961  ______________________________________________________________________
 AH8961* NAD 83(1986) POSITION- 45 27 38.32   (N) 093 22 04.70   (W)   HD_HELD1
 AH8961* NAVD 88 ORTHO HEIGHT -   286.065 (meters)      938.53  (feet) ADJUSTED
 AH8961  ______________________________________________________________________
 AH8961  GEOID HEIGHT    -        -28.306 (meters)                     GEOID18
 AH8961  DYNAMIC HEIGHT  -        286.050 (meters)      938.48  (feet) COMP
 AH8961  MODELED GRAVITY -    980,555.0   (mgal)                       NAVD 88
 AH8961
 AH8961  VERT ORDER      -  SECOND    CLASS I
 AH8961
 AH8961.The horizontal coordinates were determined by differentially corrected
 AH8961.hand held GPS observations or other comparable positioning techniques
 AH8961.and have an estimated accuracy of +/- 3 meters.
 AH8961
 AH8961.The orthometric height was determined by differential leveling and
 AH8961.adjusted by the NATIONAL GEODETIC SURVEY
 AH8961.in May 2000.
 AH8961
 AH8961.Significant digits in the geoid height do not necessarily reflect accuracy.
 AH8961.GEOID18 height accuracy estimate available here.
 AH8961
 AH8961.Click photographs - Photos may exist for this station.
 AH8961
 AH8961.The dynamic height is computed by dividing the NAVD 88
 AH8961.geopotential number by the normal gravity value computed on the
 AH8961.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH8961.degrees latitude (g = 980.6199 gals.).
 AH8961
 AH8961.The modeled gravity was interpolated from observed gravity values.
 AH8961
 AH8961;                    North         East    Units  Estimated Accuracy
 AH8961;SPC MN C     -   151,584.0     868,986.8     MT  (+/- 3 meters HH1 GPS) 
 AH8961
 AH8961_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL7123134190(NAD 83)
 AH8961
 AH8961                          SUPERSEDED SURVEY CONTROL
 AH8961
 AH8961.No superseded survey control is available for this station.
 AH8961
 AH8961_MARKER: DV = VERTICAL CONTROL DISK
 AH8961_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 AH8961_STAMPING: 3001 K 1991
 AH8961_MARK LOGO: MNDT
 AH8961_PROJECTION: RECESSED 10 CENTIMETERS
 AH8961_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AH8961_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AH8961_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AH8961+SATELLITE: SATELLITE OBSERVATIONS - October 09, 2017
 AH8961_ROD/PIPE-DEPTH: 25.9 meters
 AH8961
 AH8961  HISTORY     - Date     Condition        Report By
 AH8961  HISTORY     - 1991     MONUMENTED       MNDT
 AH8961  HISTORY     - 20041120 GOOD             USPSQD
 AH8961  HISTORY     - 20080720 GOOD             MNDT
 AH8961  HISTORY     - 20141014 GOOD             MNDT
 AH8961  HISTORY     - 20171009 GOOD             MNDT
 AH8961
 AH8961                          STATION DESCRIPTION
 AH8961
 AH8961'DESCRIBED BY MN DEPT OF TRANSP 1991 (HTS)
 AH8961'THE MARK IS LOCATED ABOUT 5 MI (8.0 KM) NORTH OF ST FRANCIS, 5.5 MI
 AH8961'(8.9 KM) NORTH ALONG TH 47 FROM THE JCT OF TH 47 AND CO RD 24 EAST IN
 AH8961'ST FRANCIS, 3.25 MI (5.23 KM) NORTH OF THE COUNTY LINE, 101.5 FT (30.9
 AH8961'M) WEST OF TH 47, AT TH 47 MP 39.85, 107.0 FT (32.6 M) NW OF A P-POLE,
 AH8961'AT THE SE COR OF AN OAK TREE GROVE, 1.0 FT (0.3 M) EAST OF A WITNESS
 AH8961'POST AND 0.1 FT (3.0 CM) BELOW GROUND LEVEL.
 AH8961
 AH8961                          STATION RECOVERY (2004)
 AH8961
 AH8961'RECOVERY NOTE BY US POWER SQUADRON 2004 (JCH)
 AH8961'RECOVERED IN GOOD CONDITION.
 AH8961
 AH8961                          STATION RECOVERY (2008)
 AH8961
 AH8961'RECOVERY NOTE BY MN DEPT OF TRANSP 2008 (WEF)
 AH8961'THE STATION IS LOCATED ABOUT 5.1 MI (8.2 KM) NORTH OF SAINT FRANCIS,
 AH8961'4.6 MI (7.4 KM) EAST-NORTHEAST OF CROWN AND 4.3 MI (6.9 KM) SOUTH OF
 AH8961'BRADFORD.
 AH8961'
 AH8961'TO REACH TO THE MARK GO 5.0 MI (8.0 KM) NORTH OF SAINT FRANCIS, 5.5 MI
 AH8961'(8.8 KM) NORTH ON TRUNK HIGHWAY 47 FROM THE JUNCTION OF TRUNK HIGHWAY
 AH8961'47 AND COUNTY ROAD 24 EAST IN SAINT FRANCIS, 3.25 MI (5.2 KM) NORTH OF
 AH8961'COUNTY LINE, 101.5 FT (30.9 M) WEST OF TRUNK HIGHWAY 47, AT TRUNK
 AH8961'HIGHWAY 47 MILE POINT 39.85,, AT SOUTHEAST CORNER OF OAK TREE GROVE,
 AH8961'25 FT (7.6 M) NORTH FIELD ENTRANCE, 44 FT (13.4 M) WEST-SOUTHWEST OF
 AH8961'POWER POLE, 1.0 FT (0.3 M) EAST OF A WITNESS POST.
 AH8961
 AH8961                          STATION RECOVERY (2014)
 AH8961
 AH8961'RECOVERY NOTE BY MN DEPT OF TRANSP 2014 (KMS)
 AH8961'RECOVERED AS DESCRIBED.
 AH8961
 AH8961                          STATION RECOVERY (2017)
 AH8961
 AH8961'RECOVERY NOTE BY MN DEPT OF TRANSP 2017 (MAS)
 AH8961'4.3 MI (6.9 KM) NORTH OF ST. FRANCIS, 4.3 MI (6.9 KM) NORTH ALONG
 AH8961'TRUNK HIGHWAY 47 FROM THE JUNCTION OF TRUNK HIGHWAY 47 AND COUNTY ROAD
 AH8961'28 IN ST. FRANCIS, AT TRUNK HIGHWAY 47 MILE POINT 39.85, 101.5 FT
 AH8961'(30.9 M) WEST OF TRUNK HIGHWAY 47, 44.0 FT (13.4 M) WEST-SOUTHWEST OF
 AH8961'A POWER POLE, 25.0 FT (7.6 M) NORTH OF A FIELD ENTRANCE, AT THE
 AH8961'SOUTHEAST CORNER OF AN OAK TREE GROVE, 1.0 FT (0.3 M) EAST OF A
 AH8961'WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 AH8960 ***********************************************************************
 AH8960  DESIGNATION -  3001 L
 AH8960  PID         -  AH8960
 AH8960  STATE/COUNTY-  MN/ISANTI
 AH8960  COUNTRY     -  US
 AH8960  USGS QUAD   -  SAINT FRANCIS (2019)
 AH8960
 AH8960                         *CURRENT SURVEY CONTROL
 AH8960  ______________________________________________________________________
 AH8960* NAD 83(1986) POSITION- 45 27 06.17   (N) 093 22 01.84   (W)   HD_HELD1
 AH8960* NAVD 88 ORTHO HEIGHT -   283.619 (meters)      930.51  (feet) ADJUSTED
 AH8960  ______________________________________________________________________
 AH8960  GEOID HEIGHT    -        -28.309 (meters)                     GEOID18
 AH8960  DYNAMIC HEIGHT  -        283.604 (meters)      930.46  (feet) COMP
 AH8960  MODELED GRAVITY -    980,554.9   (mgal)                       NAVD 88
 AH8960
 AH8960  VERT ORDER      -  SECOND    CLASS I
 AH8960
 AH8960.The horizontal coordinates were determined by differentially corrected
 AH8960.hand held GPS observations or other comparable positioning techniques
 AH8960.and have an estimated accuracy of +/- 3 meters.
 AH8960
 AH8960.The orthometric height was determined by differential leveling and
 AH8960.adjusted by the NATIONAL GEODETIC SURVEY
 AH8960.in May 2000.
 AH8960
 AH8960.Significant digits in the geoid height do not necessarily reflect accuracy.
 AH8960.GEOID18 height accuracy estimate available here.
 AH8960
 AH8960.Click photographs - Photos may exist for this station.
 AH8960
 AH8960.The dynamic height is computed by dividing the NAVD 88
 AH8960.geopotential number by the normal gravity value computed on the
 AH8960.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH8960.degrees latitude (g = 980.6199 gals.).
 AH8960
 AH8960.The modeled gravity was interpolated from observed gravity values.
 AH8960
 AH8960;                    North         East    Units  Estimated Accuracy
 AH8960;SPC MN C     -   150,592.2     869,059.9     MT  (+/- 3 meters HH1 GPS) 
 AH8960
 AH8960_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL7128933197(NAD 83)
 AH8960
 AH8960                          SUPERSEDED SURVEY CONTROL
 AH8960
 AH8960.No superseded survey control is available for this station.
 AH8960
 AH8960_MARKER: DV = VERTICAL CONTROL DISK
 AH8960_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 AH8960_STAMPING: 3001 L 1991
 AH8960_MARK LOGO: MNDT
 AH8960_PROJECTION: RECESSED 5 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 NOT SUITABLE FOR
 AH8960+SATELLITE: SATELLITE OBSERVATIONS - October 17, 2017
 AH8960_ROD/PIPE-DEPTH: 19.8 meters
 AH8960
 AH8960  HISTORY     - Date     Condition        Report By
 AH8960  HISTORY     - 1991     MONUMENTED       MNDT
 AH8960  HISTORY     - 20041120 GOOD             USPSQD
 AH8960  HISTORY     - 20080702 GOOD             MNDT
 AH8960  HISTORY     - 20141014 GOOD             MNDT
 AH8960  HISTORY     - 20171017 GOOD             MNDT
 AH8960
 AH8960                          STATION DESCRIPTION
 AH8960
 AH8960'DESCRIBED BY MN DEPT OF TRANSP 1991 (HTS)
 AH8960'THE MARK IS LOCATED ABOUT 4.5 MI (7.2 KM) NORTH OF ST FRANCIS, 4.85 MI
 AH8960'(7.81 KM) NORTH ALONG TH 47 FROM THE JCT OF TH 47 AND CO RD 24 EAST IN
 AH8960'ST FRANCIS, 2.5 MI (4.0 KM) NORTH OF THE COUNTY LINE, 75.5 FT (23.0 M)
 AH8960'EAST OF TH 47, AT TH 47 MP 39.2, 2.4 FT (0.7 M) NORTH OF A WITNESS
 AH8960'POST AND 0.1 FT (3.0 CM) BELOW GROUND LEVEL.
 AH8960
 AH8960                          STATION RECOVERY (2004)
 AH8960
 AH8960'RECOVERY NOTE BY US POWER SQUADRON 2004 (JCH)
 AH8960'RECOVERED IN GOOD CONDITION.
 AH8960
 AH8960                          STATION RECOVERY (2008)
 AH8960
 AH8960'RECOVERY NOTE BY MN DEPT OF TRANSP 2008 (WEF)
 AH8960'THE STATION IS LOCATED ABOUT 4.9 MI (7.9 KM) SOUTH OF BRADFORD, 4.5 MI
 AH8960'(7.2 KM) EAST OF CROWN AND 4.5 MI (7.2 KM) NORTH OF SAINT FRANCIS.
 AH8960'
 AH8960'TO REACH TO THE MARK GO 4.85 MI (7.8 KM) NORTH ON TRUNK HIGHWAY 47
 AH8960'FROM THE JUNCTION OF TRUNK HIGHWAY 47 AND COUNTY ROAD 24 EAST IN SAINT
 AH8960'FRANCIS, 2.5 MI (4.0 KM) NORTH OF COUNTY LINE, AT TRUNK HIGHWAY 47
 AH8960'MILE POINT 39.2, 75.5 FT (23.0 M) EAST OF TRUNK HIGHWAY 47, 2.4 FT
 AH8960'(0.7 M) NORTH OF A WITNESS POS.
 AH8960
 AH8960                          STATION RECOVERY (2014)
 AH8960
 AH8960'RECOVERY NOTE BY MN DEPT OF TRANSP 2014 (KMS)
 AH8960'RECOVERED AS DESCRIBED.
 AH8960
 AH8960                          STATION RECOVERY (2017)
 AH8960
 AH8960'RECOVERY NOTE BY MN DEPT OF TRANSP 2017 (MAS)
 AH8960'4.5 MI (7.2 KM) NORTH OF ST. FRANCIS, 3.65 MI (5.87 KM) NORTH ALONG
 AH8960'TRUNK HIGHWAY 47 FROM THE JUNCTION OF TRUNK HIGHWAY 47 AND COUNTY ROAD
 AH8960'28 IN ST. FRANCIS, AT TRUNK HIGHWAY 47 MILE POINT 39.2, 2.65 MI (4.26
 AH8960'KM) NORTH OF THE COUNTY LINE, 75.5 FT (23.0 M) EAST OF TRUNK HIGHWAY
 AH8960'47, 2.4 FT (0.7 M) NORTH OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 AH8959 ***********************************************************************
 AH8959  DESIGNATION -  3001 M
 AH8959  PID         -  AH8959
 AH8959  STATE/COUNTY-  MN/ISANTI
 AH8959  COUNTRY     -  US
 AH8959  USGS QUAD   -  SAINT FRANCIS (2019)
 AH8959
 AH8959                         *CURRENT SURVEY CONTROL
 AH8959  ______________________________________________________________________
 AH8959* NAD 83(2011) POSITION- 45 25 41.19273(N) 093 22 02.38133(W)   ADJUSTED
 AH8959* NAD 83(2011) ELLIP HT-   253.794 (meters)        (09/04/15)   ADJUSTED
 AH8959* NAD 83(2011) EPOCH   -  2010.00
 AH8959* NAVD 88 ORTHO HEIGHT -   282.111 (meters)      925.56  (feet) ADJUSTED
 AH8959  ______________________________________________________________________
 AH8959  GEOID HEIGHT    -        -28.314 (meters)                     GEOID18
 AH8959  NAD 83(2011) X  -   -263,377.358 (meters)                     COMP
 AH8959  NAD 83(2011) Y  - -4,476,258.968 (meters)                     COMP
 AH8959  NAD 83(2011) Z  -  4,521,046.151 (meters)                     COMP
 AH8959  LAPLACE CORR    -         -1.61  (seconds)                    DEFLEC18
 AH8959  DYNAMIC HEIGHT  -        282.095 (meters)      925.51  (feet) COMP
 AH8959  MODELED GRAVITY -    980,553.9   (mgal)                       NAVD 88
 AH8959
 AH8959  VERT ORDER      -  SECOND    CLASS I
 AH8959
 AH8959  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AH8959  Standards:
 AH8959         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AH8959            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AH8959  -------------------------------------------------------------------
 AH8959  NETWORK    0.63   1.63           0.28   0.23   0.83      0.10375560
 AH8959  -------------------------------------------------------------------
 AH8959  Click here for local accuracies and other accuracy information.
 AH8959
 AH8959.The horizontal coordinates were established by GPS observations
 AH8959.and adjusted by the MN DEPT OF TRANSP in September 2015.
 AH8959
 AH8959.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AH8959.been affixed to the stable North American tectonic plate. See 
 AH8959.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AH8959
 AH8959.The horizontal coordinates are valid at the epoch date displayed above
 AH8959.which is a decimal equivalence of Year/Month/Day.
 AH8959
 AH8959.The orthometric height was determined by differential leveling and
 AH8959.adjusted by the NATIONAL GEODETIC SURVEY
 AH8959.in May 2000.
 AH8959
 AH8959.Significant digits in the geoid height do not necessarily reflect accuracy.
 AH8959.GEOID18 height accuracy estimate available here.
 AH8959
 AH8959.Click photographs - Photos may exist for this station.
 AH8959
 AH8959.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AH8959
 AH8959.The Laplace correction was computed from DEFLEC18 derived deflections.
 AH8959
 AH8959.The ellipsoidal height was determined by GPS observations
 AH8959.and is referenced to NAD 83.
 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. The following values were computed from the NAD 83(2011) position.
 AH8959
 AH8959;                    North         East     Units Scale Factor Converg.
 AH8959;SPC MN C     -   147,968.637   869,077.423   MT  1.00004618   +0 38 18.7
 AH8959;SPC MN C     -   485,460.44  2,851,298.18   sFT  1.00004618   +0 38 18.7
 AH8959;UTM  15      - 5,030,575.301   471,265.331   MT  0.99961015   -0 15 42.0
 AH8959
 AH8959!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH8959!SPC MN C     -   0.99996021  x   1.00004618  =   1.00000639
 AH8959!UTM  15      -   0.99996021  x   0.99961015  =   0.99957038
 AH8959
 AH8959_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL7126530575(NAD 83)
 AH8959
 AH8959                          SUPERSEDED SURVEY CONTROL
 AH8959
 AH8959.No superseded survey control is available for this station.
 AH8959
 AH8959_MARKER: DV = VERTICAL CONTROL DISK
 AH8959_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 AH8959_STAMPING: 3001 M 1991
 AH8959_MARK LOGO: MNDT
 AH8959_PROJECTION: RECESSED 3 CENTIMETERS
 AH8959_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AH8959_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AH8959_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AH8959+SATELLITE: SATELLITE OBSERVATIONS - October 17, 2017
 AH8959_ROD/PIPE-DEPTH: 19.8 meters
 AH8959
 AH8959  HISTORY     - Date     Condition        Report By
 AH8959  HISTORY     - 19920331 MONUMENTED       MNDT
 AH8959  HISTORY     - 20041120 GOOD             USPSQD
 AH8959  HISTORY     - 20080702 GOOD             MNDT
 AH8959  HISTORY     - 20141014 GOOD             MNDT
 AH8959  HISTORY     - 20150610 GOOD             MNDT
 AH8959  HISTORY     - 20171017 GOOD             MNDT
 AH8959
 AH8959                          STATION DESCRIPTION
 AH8959
 AH8959'DESCRIBED BY MN DEPT OF TRANSP 1992 (HTS)
 AH8959'THE MARK IS LOCATED ABOUT 3 MI (4.8 KM) NORTH OF ST FRANCIS, 3.25 MI
 AH8959'(5.23 KM) NORTH ALONG TH 47 FROM THE JCT OF TH 47 AND CO RD 24 EAST IN
 AH8959'ST FRANCIS, 1 MI (1.6 KM) NORTH OF THE COUNTY LINE, 148.5 FT (45.3 M)
 AH8959'EAST OF TH 47, AT TH 47 MP 37.6, 38 FT (11.6 M) SOUTH OF CO RD 53, 3.0
 AH8959'FT (0.9 M) WEST OF A FENCE COR, 1.0 FT (0.3 M) EAST OF A WITNESS POST,
 AH8959'AND 0.1 FT (3.0 CM) BELOW GROUND LEVEL.
 AH8959
 AH8959                          STATION RECOVERY (2004)
 AH8959
 AH8959'RECOVERY NOTE BY US POWER SQUADRON 2004 (JCH)
 AH8959'RECOVERED IN GOOD CONDITION.
 AH8959
 AH8959                          STATION RECOVERY (2008)
 AH8959
 AH8959'RECOVERY NOTE BY MN DEPT OF TRANSP 2008 (WEF)
 AH8959'THE STATION IS LOCATED ABOUT 6.5 MI (10.5 KM) SOUTH OF BRADFORD, 4.7
 AH8959'MI (7.6 KM) EAST-SOUTHEAST OF CROWN AND 2.9 MI (4.7 KM) NORTH OF SAINT
 AH8959'FRANCIS.
 AH8959'
 AH8959'TO REACH TO THE MARK 0.25 MI (0.4 KM) NORTH ON TRUNK HIGHWAY 47 FROM
 AH8959'THE JUNCTION OF TRUNK HIGHWAY 47 AND COUNTY ROAD 24 EAST IN SAINT
 AH8959'FRANCIS, 1.0 MI (1.6 KM) NORTH OF COUNTY LINE, AT TRUNK HIGHWAY 47
 AH8959'MILE POINT 37.6, 148.5 FT (45.3 M) EAST OF TRUNK HIGHWAY 47, 38 FT
 AH8959'(11.6 M) SOUTH OF COUNTY ROAD 53, 30.8 FT (9.4 M) SOUTHEAST COUNTY
 AH8959'ROAD 53 SIGN, 1.0 FT (0.3 M) NORTH OF A WITNESS POST.
 AH8959
 AH8959                          STATION RECOVERY (2014)
 AH8959
 AH8959'RECOVERY NOTE BY MN DEPT OF TRANSP 2014 (KMS)
 AH8959'RECOVERED AS DESCRIBED.
 AH8959
 AH8959                          STATION RECOVERY (2015)
 AH8959
 AH8959'RECOVERY NOTE BY MN DEPT OF TRANSP 2015 (AXD)
 AH8959'3.0 MILES NORTH OF SAINT FRANCIS, 3.25 MILES NORTH ALONG TRUNK HIGHWAY
 AH8959'47 FROM JUNCTION OF TRUNK HIGHWAY 47 AND COUNTY ROAD 24 EAST IN SAINT
 AH8959'FRANCIS, AT TRUNK HIGHWAY 47 MILEPOINT 37.6, 1.0 MILE NORTH OF COUNTY
 AH8959'LINE, 148.5 FEET EAST OF TRUNK HIGHWAY 47, 38 FEET SOUTH OF COUNTY
 AH8959'ROAD 53, 30.8 FEET SOUTHEAST COUNTY ROAD 53 SIGN, 1.0 FOOT NORTH OF
 AH8959'WITNESS POST.
 AH8959
 AH8959                          STATION RECOVERY (2017)
 AH8959
 AH8959'RECOVERY NOTE BY MN DEPT OF TRANSP 2017 (MAS)
 AH8959'3.0 MI (4.8 KM) NORTH OF ST. FRANCIS, 2.0 MI (3.2 KM) NORTH ALONG
 AH8959'TRUNK HIGHWAY 47 FROM THE JUNCTION OF TRUNK HIGHWAY 47 AND COUNTY ROAD
 AH8959'28 IN ST. FRANCIS, AT TRUNK HIGHWAY 47 MILE POINT 37.6, 1.0 MI (1.6
 AH8959'KM) NORTH OF THE COUNTY LINE, 148.5 FT (45.3 M) EAST OF TRUNK HIGHWAY
 AH8959'47, 38.0 FT (11.6 M) SOUTH OF COUNTY ROAD 53, 30.8 FT (9.4 M)
 AH8959'SOUTHEAST A COUNTY ROAD 53 SIGN, 1.0 FT (0.3 M) NORTH OF A WITNESS
 AH8959'POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DL7221 ***********************************************************************
 DL7221  DESIGNATION -  3001 N
 DL7221  PID         -  DL7221
 DL7221  STATE/COUNTY-  MN/ISANTI
 DL7221  COUNTRY     -  US
 DL7221  USGS QUAD   -  WYANETT (2019)
 DL7221
 DL7221                         *CURRENT SURVEY CONTROL
 DL7221  ______________________________________________________________________
 DL7221* NAD 83(2011) POSITION- 45 34 32.14049(N) 093 23 21.07958(W)   ADJUSTED
 DL7221* NAD 83(2011) ELLIP HT-   260.943 (meters)        (06/27/12)   ADJUSTED
 DL7221* NAD 83(2011) EPOCH   -  2010.00
 DL7221* NAVD 88 ORTHO HEIGHT -   289.142 (meters)      948.63  (feet) ADJUSTED
 DL7221  ______________________________________________________________________
 DL7221  GEOID HEIGHT    -        -28.203 (meters)                     GEOID18
 DL7221  NAD 83(2011) X  -   -264,394.282 (meters)                     COMP
 DL7221  NAD 83(2011) Y  - -4,464,491.326 (meters)                     COMP
 DL7221  NAD 83(2011) Z  -  4,532,540.477 (meters)                     COMP
 DL7221  LAPLACE CORR    -         -4.91  (seconds)                    DEFLEC18
 DL7221  DYNAMIC HEIGHT  -        289.129 (meters)      948.58  (feet) COMP
 DL7221  MODELED GRAVITY -    980,565.9   (mgal)                       NAVD 88
 DL7221
 DL7221  VERT ORDER      -  SECOND    CLASS I
 DL7221
 DL7221  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DL7221  Standards:
 DL7221         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DL7221            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DL7221  -------------------------------------------------------------------
 DL7221  NETWORK    0.43   0.47           0.19   0.16   0.24     -0.01355683
 DL7221  -------------------------------------------------------------------
 DL7221  Click here for local accuracies and other accuracy information.
 DL7221
 DL7221.The horizontal coordinates were established by GPS observations
 DL7221.and adjusted by the National Geodetic Survey in June 2012.
 DL7221
 DL7221.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DL7221.been affixed to the stable North American tectonic plate. See 
 DL7221.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DL7221
 DL7221.The horizontal coordinates are valid at the epoch date displayed above
 DL7221.which is a decimal equivalence of Year/Month/Day.
 DL7221
 DL7221.The orthometric height was determined by differential leveling and
 DL7221.adjusted by the NATIONAL GEODETIC SURVEY
 DL7221.in February 2011.
 DL7221
 DL7221.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL7221.GEOID18 height accuracy estimate available here.
 DL7221
 DL7221.Click photographs - Photos may exist for this station.
 DL7221
 DL7221.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DL7221
 DL7221.The Laplace correction was computed from DEFLEC18 derived deflections.
 DL7221
 DL7221.The ellipsoidal height was determined by GPS observations
 DL7221.and is referenced to NAD 83.
 DL7221
 DL7221.The dynamic height is computed by dividing the NAVD 88
 DL7221.geopotential number by the normal gravity value computed on the
 DL7221.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL7221.degrees latitude (g = 980.6199 gals.).
 DL7221
 DL7221.The modeled gravity was interpolated from observed gravity values.
 DL7221
 DL7221. The following values were computed from the NAD 83(2011) position.
 DL7221
 DL7221;                    North         East     Units Scale Factor Converg.
 DL7221;SPC MN C     -   164,341.055   867,188.541   MT  1.00000915   +0 37 21.7
 DL7221;SPC MN C     -   539,175.61  2,845,101.07   sFT  1.00000915   +0 37 21.7
 DL7221;UTM  15      - 5,046,968.552   469,634.646   MT  0.99961134   -0 16 40.6
 DL7221
 DL7221!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DL7221!SPC MN C     -   0.99995909  x   1.00000915  =   0.99996824
 DL7221!UTM  15      -   0.99995909  x   0.99961134  =   0.99957045
 DL7221
 DL7221_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL6963446968(NAD 83)
 DL7221
 DL7221                          SUPERSEDED SURVEY CONTROL
 DL7221
 DL7221  NAD 83(2007)-  45 34 32.14082(N)    093 23 21.08020(W) AD(2002.00) 1
 DL7221  ELLIP H (10/16/09)  260.975  (m)                       GP(2002.00) 3 1
 DL7221  NAVD 88             289.14   (m)          948.6    (f) LEVELING    3  
 DL7221
 DL7221.Superseded values are not recommended for survey control.
 DL7221
 DL7221.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL7221.See file dsdata.pdf to determine how the superseded data were derived.
 DL7221
 DL7221_MARKER: I = METAL ROD
 DL7221_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DL7221_STAMPING: 3001 N 2008
 DL7221_MARK LOGO: MNDT
 DL7221_PROJECTION: RECESSED 5 CENTIMETERS
 DL7221_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DL7221_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL7221_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL7221+SATELLITE: SATELLITE OBSERVATIONS - September 20, 2017
 DL7221_ROD/PIPE-DEPTH: 16.8 meters
 DL7221
 DL7221  HISTORY     - Date     Condition        Report By
 DL7221  HISTORY     - 2008     MONUMENTED       MNDT
 DL7221  HISTORY     - 20170920 GOOD             MNDT
 DL7221
 DL7221                          STATION DESCRIPTION
 DL7221
 DL7221'DESCRIBED BY MN DEPT OF TRANSP 2008
 DL7221'1.0 MILE SOUTH OF PINE BROOK, 0.7 MILE SOUTH ALONG TRUNK HIGHWAY 47
 DL7221'FROM JUNCTION OF TRUNK HIGHWAY 47 AND TRUNK HIGHWAY 95 IN PINE BROOK,
 DL7221'AT TRUNK HIGHWAY 47 MILEPOINT 48.8, 79.6 FEET WEST TRUNK HIGHWAY 47,
 DL7221'132.7 FEET SOUTH OF 335TH AVENUE, 5.7 FEET EAST OF RIGHT-OF-WAY SIGN,
 DL7221'53.6 FEET SOUTH OF POWER POLE, 2.0 FEET EAST OF WITNESS POST.
 DL7221
 DL7221                          STATION RECOVERY (2017)
 DL7221
 DL7221'RECOVERY NOTE BY MN DEPT OF TRANSP 2017 (MAS)
 DL7221'7.8 MI (12.6 KM) WEST-NORTHWEST OF CAMBRIDGE, 0.7 MI (1.1 KM) SOUTH
 DL7221'ALONG TRUNK HIGHWAY 47 FROM THE JUNCTION OF TRUNK HIGHWAY 47 AND TRUNK
 DL7221'HIGHWAY 95 (THE JUNCTION IS 8.0 MI (12.9 KM) WEST-NORTHWEST OF
 DL7221'CAMBRIDGE), AT TRUNK HIGHWAY 47 MILE POINT 48.8, 132.7 FT (40.4 M)
 DL7221'SOUTH OF 335TH AVENUE, 79.6 FT (24.3 M) WEST TRUNK HIGHWAY 47, 53.6 FT
 DL7221'(16.3 M) SOUTH OF A POWER POLE, 5.7 FT (1.7 M) EAST OF A RIGHT-OF-WAY
 DL7221'SIGN, 2.0 FT (0.6 M) EAST OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DM4971 ***********************************************************************
 DM4971  DESIGNATION -  3001 P
 DM4971  PID         -  DM4971
 DM4971  STATE/COUNTY-  MN/ISANTI
 DM4971  COUNTRY     -  US
 DM4971  USGS QUAD   -  WYANETT (2019)
 DM4971
 DM4971                         *CURRENT SURVEY CONTROL
 DM4971  ______________________________________________________________________
 DM4971* NAD 83(1986) POSITION- 45 33 32.70   (N) 093 23 24.80   (W)   HD_HELD1
 DM4971* NAVD 88 ORTHO HEIGHT -   288.167 (meters)      945.43  (feet) ADJUSTED
 DM4971  ______________________________________________________________________
 DM4971  GEOID HEIGHT    -        -28.220 (meters)                     GEOID18
 DM4971  DYNAMIC HEIGHT  -        288.154 (meters)      945.39  (feet) COMP
 DM4971  MODELED GRAVITY -    980,564.1   (mgal)                       NAVD 88
 DM4971
 DM4971  VERT ORDER      -  SECOND    CLASS I
 DM4971
 DM4971.The horizontal coordinates were determined by differentially corrected
 DM4971.hand held GPS observations or other comparable positioning techniques
 DM4971.and have an estimated accuracy of +/- 3 meters.
 DM4971
 DM4971.The orthometric height was determined by differential leveling and
 DM4971.adjusted by the NATIONAL GEODETIC SURVEY
 DM4971.in February 2011.
 DM4971
 DM4971.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM4971.GEOID18 height accuracy estimate available here.
 DM4971
 DM4971.Click photographs - Photos may exist for this station.
 DM4971
 DM4971.The dynamic height is computed by dividing the NAVD 88
 DM4971.geopotential number by the normal gravity value computed on the
 DM4971.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM4971.degrees latitude (g = 980.6199 gals.).
 DM4971
 DM4971.The modeled gravity was interpolated from observed gravity values.
 DM4971
 DM4971;                    North         East    Units  Estimated Accuracy
 DM4971;SPC MN C     -   162,505.2     867,127.8     MT  (+/- 3 meters HH1 GPS) 
 DM4971
 DM4971_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL6954545134(NAD 83)
 DM4971
 DM4971                          SUPERSEDED SURVEY CONTROL
 DM4971
 DM4971.No superseded survey control is available for this station.
 DM4971
 DM4971_MARKER: DD = SURVEY DISK
 DM4971_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DM4971_SP_SET: BRIDGE RAILING
 DM4971_STAMPING: 3001 P 2008
 DM4971_MARK LOGO: MNDT
 DM4971_MAGNETIC: N = NO MAGNETIC MATERIAL
 DM4971_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DM4971_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DM4971+SATELLITE: SATELLITE OBSERVATIONS - September 20, 2017
 DM4971
 DM4971  HISTORY     - Date     Condition        Report By
 DM4971  HISTORY     - 2002     MONUMENTED       MNDT
 DM4971  HISTORY     - 20081028 GOOD             MNDT
 DM4971  HISTORY     - 20170920 GOOD             MNDT
 DM4971
 DM4971                          STATION DESCRIPTION
 DM4971
 DM4971'DESCRIBED BY MN DEPT OF TRANSP 2008 (DAS)
 DM4971'THE MARK IS 2.0 MI (3.2 KM) SOUTH OF PINE BROOK, IN RAIL IN SOUTHEAST
 DM4971'CORNER OF TRUNK HIGHWAY 47 BRIDGE NUMMBER 30002 OVER RUM RIVER, 2.0 MI
 DM4971'(3.2 KM) SOUTH ALONG TRUNK HIGHWAY 47 FROM THE JUNCTION OF TRUNK
 DM4971'HIGHWAY 47 AND TRUNK HIGHWAY 95 IN PINE BROOK, AT TRUNK HIGHWAY 47
 DM4971'MILEPOST 47.6.
 DM4971'
 DM4971'IT IS 24 FT (7.3 M) NORTHEAST OF TRUNK HIGHWAY 47.
 DM4971'
 DM4971'NOTE-DISK SET INBRIDGE WHEN BUILT IN 2002 THEN STAMPED WHEN USED IN
 DM4971'2008.
 DM4971
 DM4971                          STATION RECOVERY (2017)
 DM4971
 DM4971'RECOVERY NOTE BY MN DEPT OF TRANSP 2017 (MAS)
 DM4971'7.6 MI (12.2 KM) WEST OF CAMBRIDGE, IN A BRIDGE RAILING IN THE
 DM4971'SOUTHEAST CORNER OF TRUNK HIGHWAY 47 BRIDGE NUMBER 30002 OVER THE RUM
 DM4971'RIVER, 2.0 MI (3.2 KM) SOUTH ALONG TRUNK HIGHWAY 47 FROM THE JUNCTION
 DM4971'OF TRUNK HIGHWAY 47 AND TRUNK HIGHWAY 95 (THE JUNCTION IS 8.0 MI (12.9
 DM4971'KM) WEST-NORTHWEST OF CAMBRIDGE), AT TRUNK HIGHWAY 47 MILE POINT 47.6,
 DM4971'24.0 FT (7.3 M) NORTHEAST OF TRUNK HIGHWAY 47.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DL7222 ***********************************************************************
 DL7222  DESIGNATION -  3001 Q
 DL7222  PID         -  DL7222
 DL7222  STATE/COUNTY-  MN/ISANTI
 DL7222  COUNTRY     -  US
 DL7222  USGS QUAD   -  BRADFORD (2019)
 DL7222
 DL7222                         *CURRENT SURVEY CONTROL
 DL7222  ______________________________________________________________________
 DL7222* NAD 83(2011) POSITION- 45 30 27.22071(N) 093 22 09.63612(W)   ADJUSTED
 DL7222* NAD 83(2011) ELLIP HT-   260.094 (meters)        (06/27/12)   ADJUSTED
 DL7222* NAD 83(2011) EPOCH   -  2010.00
 DL7222* NAVD 88 ORTHO HEIGHT -   288.386 (meters)      946.15  (feet) ADJUSTED
 DL7222  ______________________________________________________________________
 DL7222  GEOID HEIGHT    -        -28.291 (meters)                     GEOID18
 DL7222  NAD 83(2011) X  -   -263,165.083 (meters)                     COMP
 DL7222  NAD 83(2011) Y  - -4,469,969.934 (meters)                     COMP
 DL7222  NAD 83(2011) Z  -  4,527,243.730 (meters)                     COMP
 DL7222  LAPLACE CORR    -         -3.24  (seconds)                    DEFLEC18
 DL7222  DYNAMIC HEIGHT  -        288.371 (meters)      946.10  (feet) COMP
 DL7222  MODELED GRAVITY -    980,557.9   (mgal)                       NAVD 88
 DL7222
 DL7222  VERT ORDER      -  SECOND    CLASS I
 DL7222
 DL7222  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DL7222  Standards:
 DL7222         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DL7222            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DL7222  -------------------------------------------------------------------
 DL7222  NETWORK    0.33   0.43           0.15   0.12   0.22      0.00014365
 DL7222  -------------------------------------------------------------------
 DL7222  Click here for local accuracies and other accuracy information.
 DL7222
 DL7222.The horizontal coordinates were established by GPS observations
 DL7222.and adjusted by the National Geodetic Survey in June 2012.
 DL7222
 DL7222.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DL7222.been affixed to the stable North American tectonic plate. See 
 DL7222.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DL7222
 DL7222.The horizontal coordinates are valid at the epoch date displayed above
 DL7222.which is a decimal equivalence of Year/Month/Day.
 DL7222
 DL7222.The orthometric height was determined by differential leveling and
 DL7222.adjusted by the NATIONAL GEODETIC SURVEY
 DL7222.in February 2011.
 DL7222
 DL7222.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL7222.GEOID18 height accuracy estimate available here.
 DL7222
 DL7222.Click photographs - Photos may exist for this station.
 DL7222
 DL7222.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DL7222
 DL7222.The Laplace correction was computed from DEFLEC18 derived deflections.
 DL7222
 DL7222.The ellipsoidal height was determined by GPS observations
 DL7222.and is referenced to NAD 83.
 DL7222
 DL7222.The dynamic height is computed by dividing the NAVD 88
 DL7222.geopotential number by the normal gravity value computed on the
 DL7222.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL7222.degrees latitude (g = 980.6199 gals.).
 DL7222
 DL7222.The modeled gravity was interpolated from observed gravity values.
 DL7222
 DL7222. The following values were computed from the NAD 83(2011) position.
 DL7222
 DL7222;                    North         East     Units Scale Factor Converg.
 DL7222;SPC MN C     -   156,797.042   868,821.535   MT  1.00002542   +0 38 13.4
 DL7222;SPC MN C     -   514,424.96  2,850,458.65   sFT  1.00002542   +0 38 13.4
 DL7222;UTM  15      - 5,039,402.881   471,148.250   MT  0.99961023   -0 15 48.5
 DL7222
 DL7222!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DL7222!SPC MN C     -   0.99995922  x   1.00002542  =   0.99998464
 DL7222!UTM  15      -   0.99995922  x   0.99961023  =   0.99956947
 DL7222
 DL7222_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL7114839402(NAD 83)
 DL7222
 DL7222                          SUPERSEDED SURVEY CONTROL
 DL7222
 DL7222  NAD 83(2007)-  45 30 27.22126(N)    093 22 09.63666(W) AD(2002.00) 1
 DL7222  ELLIP H (10/16/09)  260.125  (m)                       GP(2002.00) 3 1
 DL7222  NAVD 88             288.39   (m)          946.2    (f) LEVELING    3  
 DL7222
 DL7222.Superseded values are not recommended for survey control.
 DL7222
 DL7222.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL7222.See file dsdata.pdf to determine how the superseded data were derived.
 DL7222
 DL7222_MARKER: DD = SURVEY DISK
 DL7222_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DL7222_STAMPING: 3001 Q 2008
 DL7222_MARK LOGO: MNDT
 DL7222_PROJECTION: RECESSED 5 CENTIMETERS
 DL7222_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DL7222_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL7222_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL7222+SATELLITE: SATELLITE OBSERVATIONS - May 30, 2018
 DL7222_ROD/PIPE-DEPTH: 20.1 meters
 DL7222
 DL7222  HISTORY     - Date     Condition        Report By
 DL7222  HISTORY     - 20081028 MONUMENTED       MNDT
 DL7222  HISTORY     - 20141014 GOOD             MNDT
 DL7222  HISTORY     - 20170705 GOOD             MNDT
 DL7222  HISTORY     - 20171009 GOOD             MNDT
 DL7222  HISTORY     - 20180530 GOOD             MNDT
 DL7222
 DL7222                          STATION DESCRIPTION
 DL7222
 DL7222'DESCRIBED BY MN DEPT OF TRANSP 2008
 DL7222'1.0 MILE SOUTH OF BRADFORD, 1.05 MILE SOUTH ALONG TRUNK HIGHWAY 47
 DL7222'FROM JUNCTION OF TRUNK HIGHWAY 47 AND COUNTY ROAD 40 IN BRADFORD, AT
 DL7222'TRUNK HIGHWAY 47 MILEPOINT 43.1, 174 FEET WEST OF TRUNK HIGHWAY 47,
 DL7222'30.5 FEET NORTH OF 297TH AVENUE NORTHWEST, 8.3 FEET EAST OF
 DL7222'RIGHT-OF-WAY POST, 7.1 FEET EAST OF CABLE PEDISTAL, 2.3 FEET EAST OF
 DL7222'WITNESS POST.
 DL7222
 DL7222                          STATION RECOVERY (2014)
 DL7222
 DL7222'RECOVERY NOTE BY MN DEPT OF TRANSP 2014 (KMS)
 DL7222'RECOVERED AS DESCRIBED.
 DL7222
 DL7222                          STATION RECOVERY (2017)
 DL7222
 DL7222'RECOVERY NOTE BY MN DEPT OF TRANSP 2017 (MXJ)
 DL7222'7.5 MILES NORTH OF ST. FRANCIS, 7.5 MILES NORTH ALONG TRUNK HIGHWAY 47
 DL7222'FROM THE JUNCTION OF TRUNK HIGHWAY 47 AND COUNTY ROAD 28 IN ST.
 DL7222'FRANCIS, AT TRUNK HIGHWAY 47 MILEPOINT 43.1, 174 FEET WEST OF TRUNK
 DL7222'HIGHWAY 47, 30.5 FEET NORTH OF 297TH AVENUE NORTHWEST, 8.3 FEET
 DL7222'EAST-SOUTHEAST OF A RIGHT-OF-WAY POST, 7.1 FEET EAST-SOUTHEAST OF A
 DL7222'CABLE PEDESTAL, 2.3 FEET EAST OF A WITNESS POST.
 DL7222
 DL7222                          STATION RECOVERY (2017)
 DL7222
 DL7222'RECOVERY NOTE BY MN DEPT OF TRANSP 2017 (MAS)
 DL7222'7.5 MI (12.1 KM) NORTH OF ST. FRANCIS, 7.5 MI (12.1 KM) NORTH ALONG
 DL7222'TRUNK HIGHWAY 47 FROM THE JUNCTION OF TRUNK HIGHWAY 47 AND COUNTY ROAD
 DL7222'28 IN ST. FRANCIS, AT TRUNK HIGHWAY 47 MILE POINT 43.1, 174 FT (53.0
 DL7222'M) WEST OF TRUNK HIGHWAY 47, 30.5 FT (9.3 M) NORTH OF 297TH AVENUE
 DL7222'NORTHWEST, 8.3 FT (2.5 M) EAST-SOUTHEAST OF A RIGHT-OF-WAY POST, 7.1
 DL7222'FT (2.2 M) EAST-SOUTHEAST OF A CABLE PEDESTAL, 2.3 FT (0.7 M) EAST OF
 DL7222'A WITNESS POST.
 DL7222
 DL7222                          STATION RECOVERY (2018)
 DL7222
 DL7222'RECOVERY NOTE BY MN DEPT OF TRANSP 2018 (CXB)
 DL7222'7.5 MILES NORTH OF ST. FRANCIS, 7.5 MILES NORTH ALONG TRUNK HIGHWAY 47
 DL7222'FROM THE JUNCTION OF TRUNK HIGHWAY 47 AND COUNTY ROAD 28 IN ST.
 DL7222'FRANCIS, AT TRUNK HIGHWAY 47 MILEPOINT 43.1, 174.0 FEET WEST OF TRUNK
 DL7222'HIGHWAY 47, 30.5 FEET NORTH OF 297TH AVENUE NORTHWEST, 8.3 FEET
 DL7222'EAST-SOUTHEAST OF A RIGHT-OF-WAY POST, 7.1 FEET EAST-SOUTHEAST OF A
 DL7222'CABLE PEDESTAL, 2.3 FEET EAST OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DP8539 ***********************************************************************
 DP8539  DESIGNATION -  3001 R
 DP8539  PID         -  DP8539
 DP8539  STATE/COUNTY-  MN/ISANTI
 DP8539  COUNTRY     -  US
 DP8539  USGS QUAD   -  BRADFORD (2019)
 DP8539
 DP8539                         *CURRENT SURVEY CONTROL
 DP8539  ______________________________________________________________________
 DP8539* NAD 83(2011) POSITION- 45 31 02.08370(N) 093 22 06.83397(W)   ADJUSTED
 DP8539* NAD 83(2011) ELLIP HT-   262.535 (meters)        (09/04/15)   ADJUSTED
 DP8539* NAD 83(2011) EPOCH   -  2010.00
 DP8539* NAVD 88 ORTHO HEIGHT -   290.819 (meters)      954.13  (feet) ADJUSTED
 DP8539  ______________________________________________________________________
 DP8539  GEOID HEIGHT    -        -28.288 (meters)                     GEOID18
 DP8539  NAD 83(2011) X  -   -263,059.338 (meters)                     COMP
 DP8539  NAD 83(2011) Y  - -4,469,208.666 (meters)                     COMP
 DP8539  NAD 83(2011) Z  -  4,527,999.735 (meters)                     COMP
 DP8539  LAPLACE CORR    -         -3.55  (seconds)                    DEFLEC18
 DP8539  DYNAMIC HEIGHT  -        290.805 (meters)      954.08  (feet) COMP
 DP8539  MODELED GRAVITY -    980,558.5   (mgal)                       NAVD 88
 DP8539
 DP8539  VERT ORDER      -  SECOND    CLASS I
 DP8539
 DP8539  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DP8539  Standards:
 DP8539         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DP8539            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DP8539  -------------------------------------------------------------------
 DP8539  NETWORK    0.63   1.49           0.28   0.23   0.76      0.10971928
 DP8539  -------------------------------------------------------------------
 DP8539  Click here for local accuracies and other accuracy information.
 DP8539
 DP8539.The horizontal coordinates were established by GPS observations
 DP8539.and adjusted by the MN DEPT OF TRANSP in September 2015.
 DP8539
 DP8539.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DP8539.been affixed to the stable North American tectonic plate. See 
 DP8539.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DP8539
 DP8539.The horizontal coordinates are valid at the epoch date displayed above
 DP8539.which is a decimal equivalence of Year/Month/Day.
 DP8539
 DP8539.The orthometric height was determined by differential leveling and
 DP8539.adjusted by the NATIONAL GEODETIC SURVEY
 DP8539.in May 2016.
 DP8539
 DP8539.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP8539.GEOID18 height accuracy estimate available here.
 DP8539
 DP8539.Click photographs - Photos may exist for this station.
 DP8539
 DP8539.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DP8539
 DP8539.The Laplace correction was computed from DEFLEC18 derived deflections.
 DP8539
 DP8539.The ellipsoidal height was determined by GPS observations
 DP8539.and is referenced to NAD 83.
 DP8539
 DP8539.The dynamic height is computed by dividing the NAVD 88
 DP8539.geopotential number by the normal gravity value computed on the
 DP8539.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP8539.degrees latitude (g = 980.6199 gals.).
 DP8539
 DP8539.The modeled gravity was interpolated from observed gravity values.
 DP8539
 DP8539. The following values were computed from the NAD 83(2011) position.
 DP8539
 DP8539;                    North         East     Units Scale Factor Converg.
 DP8539;SPC MN C     -   157,873.994   868,870.383   MT  1.00002302   +0 38 15.4
 DP8539;SPC MN C     -   517,958.26  2,850,618.91   sFT  1.00002302   +0 38 15.4
 DP8539;UTM  15      - 5,040,478.486   471,213.991   MT  0.99961019   -0 15 46.7
 DP8539
 DP8539!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DP8539!SPC MN C     -   0.99995884  x   1.00002302  =   0.99998186
 DP8539!UTM  15      -   0.99995884  x   0.99961019  =   0.99956905
 DP8539
 DP8539_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL7121340478(NAD 83)
 DP8539
 DP8539                          SUPERSEDED SURVEY CONTROL
 DP8539
 DP8539.No superseded survey control is available for this station.
 DP8539
 DP8539_MARKER: F = FLANGE-ENCASED ROD
 DP8539_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DP8539_STAMPING: 3001 R 2014
 DP8539_MARK LOGO: MNDT
 DP8539_PROJECTION: FLUSH
 DP8539_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DP8539_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DP8539_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP8539+SATELLITE: SATELLITE OBSERVATIONS - September 21, 2017
 DP8539_ROD/PIPE-DEPTH: 25.9 meters
 DP8539
 DP8539  HISTORY     - Date     Condition        Report By
 DP8539  HISTORY     - 20141028 MONUMENTED       MNDT
 DP8539  HISTORY     - 20170921 GOOD             MNDT
 DP8539
 DP8539                          STATION DESCRIPTION
 DP8539
 DP8539'DESCRIBED BY MN DEPT OF TRANSP 2014
 DP8539'0.4 MILE SOUTH OF BRADFORD, 0.4 MILE SOUTH ALONG TRUNK HIGHWAY 47 FROM
 DP8539'THE JUNCTION OF TRUNK HIGHWAY 47 AND COUNTY ROAD 40 WEST IN BRADFORD,
 DP8539'AT TRUNK HIGHWAY 47 MILEPOINT 43.75, 60.5 FEET EAST OF TRUNK HIGHWAY
 DP8539'47, 30.8 FEET SOUTH OF POWER POLE WITH 2 GUY WIRES, 1.5 FEET WEST OF
 DP8539'WITNESS POST.
 DP8539
 DP8539                          STATION RECOVERY (2017)
 DP8539
 DP8539'RECOVERY NOTE BY MN DEPT OF TRANSP 2017 (MAS)
 DP8539'8.2 MI (13.2 KM) NORTH OF ST. FRANCIS, 8.2 MI (13.2 KM) NORTH ALONG
 DP8539'TRUNK HIGHWAY 47 FROM THE JUNCTION OF TRUNK HIGHWAY 47 AND COUNTY ROAD
 DP8539'28 IN ST. FRANCIS, AT TRUNK HIGHWAY 47 MILE POINT 43.75, 60.5 FT (18.4
 DP8539'M) EAST OF TRUNK HIGHWAY 47, 30.8 FT (9.4 M) SOUTH OF A POWER POLE
 DP8539'WITH 2 GUY WIRES, 1.5 FT (0.5 M) WEST OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DP8540 ***********************************************************************
 DP8540  DESIGNATION -  3001 S
 DP8540  PID         -  DP8540
 DP8540  STATE/COUNTY-  MN/ISANTI
 DP8540  COUNTRY     -  US
 DP8540  USGS QUAD   -  SAINT FRANCIS (2019)
 DP8540
 DP8540                         *CURRENT SURVEY CONTROL
 DP8540  ______________________________________________________________________
 DP8540* NAD 83(2011) POSITION- 45 29 09.17397(N) 093 22 04.57962(W)   ADJUSTED
 DP8540* NAD 83(2011) ELLIP HT-   261.395 (meters)        (09/04/15)   ADJUSTED
 DP8540* NAD 83(2011) EPOCH   -  2010.00
 DP8540* NAVD 88 ORTHO HEIGHT -   289.690 (meters)      950.42  (feet) ADJUSTED
 DP8540  ______________________________________________________________________
 DP8540  GEOID HEIGHT    -        -28.299 (meters)                     GEOID18
 DP8540  NAD 83(2011) X  -   -263,156.518 (meters)                     COMP
 DP8540  NAD 83(2011) Y  - -4,471,692.883 (meters)                     COMP
 DP8540  NAD 83(2011) Z  -  4,525,555.643 (meters)                     COMP
 DP8540  LAPLACE CORR    -         -2.72  (seconds)                    DEFLEC18
 DP8540  DYNAMIC HEIGHT  -        289.675 (meters)      950.38  (feet) COMP
 DP8540  MODELED GRAVITY -    980,555.6   (mgal)                       NAVD 88
 DP8540
 DP8540  VERT ORDER      -  SECOND    CLASS I
 DP8540
 DP8540  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DP8540  Standards:
 DP8540         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DP8540            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DP8540  -------------------------------------------------------------------
 DP8540  NETWORK    0.65   1.51           0.29   0.23   0.77      0.10776354
 DP8540  -------------------------------------------------------------------
 DP8540  Click here for local accuracies and other accuracy information.
 DP8540
 DP8540.The horizontal coordinates were established by GPS observations
 DP8540.and adjusted by the MN DEPT OF TRANSP in September 2015.
 DP8540
 DP8540.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DP8540.been affixed to the stable North American tectonic plate. See 
 DP8540.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DP8540
 DP8540.The horizontal coordinates are valid at the epoch date displayed above
 DP8540.which is a decimal equivalence of Year/Month/Day.
 DP8540
 DP8540.The orthometric height was determined by differential leveling and
 DP8540.adjusted by the NATIONAL GEODETIC SURVEY
 DP8540.in May 2016.
 DP8540
 DP8540.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP8540.GEOID18 height accuracy estimate available here.
 DP8540
 DP8540.Click photographs - Photos may exist for this station.
 DP8540
 DP8540.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DP8540
 DP8540.The Laplace correction was computed from DEFLEC18 derived deflections.
 DP8540
 DP8540.The ellipsoidal height was determined by GPS observations
 DP8540.and is referenced to NAD 83.
 DP8540
 DP8540.The dynamic height is computed by dividing the NAVD 88
 DP8540.geopotential number by the normal gravity value computed on the
 DP8540.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP8540.degrees latitude (g = 980.6199 gals.).
 DP8540
 DP8540.The modeled gravity was interpolated from observed gravity values.
 DP8540
 DP8540. The following values were computed from the NAD 83(2011) position.
 DP8540
 DP8540;                    North         East     Units Scale Factor Converg.
 DP8540;SPC MN C     -   154,388.837   868,958.130   MT  1.00003090   +0 38 17.1
 DP8540;SPC MN C     -   506,524.04  2,850,906.80   sFT  1.00003090   +0 38 17.1
 DP8540;UTM  15      - 5,036,993.833   471,246.940   MT  0.99961016   -0 15 44.5
 DP8540
 DP8540!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DP8540!SPC MN C     -   0.99995902  x   1.00003090  =   0.99998992
 DP8540!UTM  15      -   0.99995902  x   0.99961016  =   0.99956920
 DP8540
 DP8540_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL7124636993(NAD 83)
 DP8540
 DP8540                          SUPERSEDED SURVEY CONTROL
 DP8540
 DP8540.No superseded survey control is available for this station.
 DP8540
 DP8540_MARKER: F = FLANGE-ENCASED ROD
 DP8540_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DP8540_STAMPING: 3001 S 2014
 DP8540_MARK LOGO: MNDT
 DP8540_PROJECTION: RECESSED 15 CENTIMETERS
 DP8540_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DP8540_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DP8540_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP8540+SATELLITE: SATELLITE OBSERVATIONS - October 09, 2017
 DP8540_ROD/PIPE-DEPTH: 18.0 meters
 DP8540
 DP8540  HISTORY     - Date     Condition        Report By
 DP8540  HISTORY     - 20141028 MONUMENTED       MNDT
 DP8540  HISTORY     - 20171009 GOOD             MNDT
 DP8540
 DP8540                          STATION DESCRIPTION
 DP8540
 DP8540'DESCRIBED BY MN DEPT OF TRANSP 2014
 DP8540'6.0 MILES NORTH OF SAINT FRANCIS, 6.0 MILES NORTH ALONG TRUNK HIGHWAY
 DP8540'47 FROM THE JUNCTION OF TRUNK HIGHWAY 47 AND COUNTY ROAD 28 IN SAINT
 DP8540'FRANCIS, AT TRUNK HIGHWAY 47 MILEPOINT 41.6, 74.9 FEET EAST OF TRUNK
 DP8540'HIGHWAY 47, 131.9 FEET NORTH OF COUNTY ROAD 52 (285TH AVENUE
 DP8540'NORTHWEST), 7.0 FEET WEST OF RIGHT-OF-WAY POST, 1.5 FEET WEST OF
 DP8540'WITNESS POST.
 DP8540
 DP8540                          STATION RECOVERY (2017)
 DP8540
 DP8540'RECOVERY NOTE BY MN DEPT OF TRANSP 2017 (MAS)
 DP8540'6.0 MI (9.7 KM) NORTH OF ST. FRANCIS, 6.0 MI (9.7 KM) NORTH ALONG
 DP8540'TRUNK HIGHWAY 47 FROM THE JUNCTION OF TRUNK HIGHWAY 47 AND COUNTY ROAD
 DP8540'28 IN ST. FRANCIS, AT TRUNK HIGHWAY 47 MILE POINT 41.6, 74.9 FT (22.8
 DP8540'M) EAST OF TRUNK HIGHWAY 47, 131.9 FT (40.2 M) NORTH OF COUNTY ROAD 52
 DP8540'(285TH AVENUE NORTHWEST), 7.0 FT (2.1 M) WEST OF A RIGHT-OF-WAY POST,
 DP8540'1.5 FT (0.5 M) WEST OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DP9238 ***********************************************************************
 DP9238  DESIGNATION -  3001 T
 DP9238  PID         -  DP9238
 DP9238  STATE/COUNTY-  MN/ISANTI
 DP9238  COUNTRY     -  US
 DP9238  USGS QUAD   -  SAINT FRANCIS (2019)
 DP9238
 DP9238                         *CURRENT SURVEY CONTROL
 DP9238  ______________________________________________________________________
 DP9238* NAD 83(2011) POSITION- 45 25 21.67781(N) 093 22 05.07149(W)   ADJUSTED
 DP9238* NAD 83(2011) ELLIP HT-   253.413 (meters)        (12/03/18)   ADJUSTED
 DP9238* NAD 83(2011) EPOCH   -  2010.00
 DP9238* NAVD 88 ORTHO HEIGHT -   281.721 (meters)      924.28  (feet) ADJUSTED
 DP9238  ______________________________________________________________________
 DP9238  GEOID HEIGHT    -        -28.314 (meters)                     GEOID18
 DP9238  NAD 83(2011) X  -   -263,460.937 (meters)                     COMP
 DP9238  NAD 83(2011) Y  - -4,476,683.702 (meters)                     COMP
 DP9238  NAD 83(2011) Z  -  4,520,623.027 (meters)                     COMP
 DP9238  LAPLACE CORR    -         -1.51  (seconds)                    DEFLEC18
 DP9238  DYNAMIC HEIGHT  -        281.705 (meters)      924.23  (feet) COMP
 DP9238  MODELED GRAVITY -    980,553.1   (mgal)                       NAVD 88
 DP9238
 DP9238  VERT ORDER      -  SECOND    CLASS I
 DP9238
 DP9238  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DP9238  Standards:
 DP9238         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DP9238            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DP9238  -------------------------------------------------------------------
 DP9238  NETWORK    0.81   1.37           0.36   0.30   0.70     -0.01405941
 DP9238  -------------------------------------------------------------------
 DP9238  Click here for local accuracies and other accuracy information.
 DP9238
 DP9238.The horizontal coordinates were established by GPS observations
 DP9238.and adjusted by the MN DEPT OF TRANSP in December 2018.
 DP9238
 DP9238.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DP9238.been affixed to the stable North American tectonic plate. See 
 DP9238.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DP9238
 DP9238.The horizontal coordinates are valid at the epoch date displayed above
 DP9238.which is a decimal equivalence of Year/Month/Day.
 DP9238
 DP9238.The orthometric height was determined by differential leveling and
 DP9238.adjusted by the NATIONAL GEODETIC SURVEY
 DP9238.in May 2016.
 DP9238
 DP9238.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP9238.GEOID18 height accuracy estimate available here.
 DP9238
 DP9238.Click photographs - Photos may exist for this station.
 DP9238
 DP9238.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DP9238
 DP9238.The Laplace correction was computed from DEFLEC18 derived deflections.
 DP9238
 DP9238.The ellipsoidal height was determined by GPS observations
 DP9238.and is referenced to NAD 83.
 DP9238
 DP9238.The dynamic height is computed by dividing the NAVD 88
 DP9238.geopotential number by the normal gravity value computed on the
 DP9238.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP9238.degrees latitude (g = 980.6199 gals.).
 DP9238
 DP9238.The modeled gravity was interpolated from observed gravity values.
 DP9238
 DP9238. The following values were computed from the NAD 83(2011) position.
 DP9238
 DP9238;                    North         East     Units Scale Factor Converg.
 DP9238;SPC MN C     -   147,365.525   869,025.653   MT  1.00004766   +0 38 16.7
 DP9238;SPC MN C     -   483,481.73  2,851,128.33   sFT  1.00004766   +0 38 16.7
 DP9238;UTM  15      - 5,029,973.340   471,204.119   MT  0.99961019   -0 15 43.9
 DP9238
 DP9238!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DP9238!SPC MN C     -   0.99996027  x   1.00004766  =   1.00000793
 DP9238!UTM  15      -   0.99996027  x   0.99961019  =   0.99957048
 DP9238
 DP9238_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL7120429973(NAD 83)
 DP9238
 DP9238                          SUPERSEDED SURVEY CONTROL
 DP9238
 DP9238.No superseded survey control is available for this station.
 DP9238
 DP9238_MARKER: I = METAL ROD
 DP9238_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DP9238_STAMPING: 3001 T 2014
 DP9238_MARK LOGO: MNDT
 DP9238_PROJECTION: RECESSED 3 CENTIMETERS
 DP9238_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DP9238_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DP9238_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP9238+SATELLITE: SATELLITE OBSERVATIONS - May 30, 2018
 DP9238_ROD/PIPE-DEPTH: 13.4 meters
 DP9238
 DP9238  HISTORY     - Date     Condition        Report By
 DP9238  HISTORY     - 20141029 MONUMENTED       MNDT
 DP9238  HISTORY     - 20171009 GOOD             MNDT
 DP9238  HISTORY     - 20180530 GOOD             MNDT
 DP9238
 DP9238                          STATION DESCRIPTION
 DP9238
 DP9238'DESCRIBED BY MN DEPT OF TRANSP 2014
 DP9238'THE STATION IS LOCATED ABOUT 6.9 MI (11.1 KM) SOUTH OF BRADFORD, 4.7
 DP9238'MI (7.6 KM) EAST-SOUTHEAST OF CROWN AND 2.5 MI (4.0 KM) NORTH OF SAINT
 DP9238'FRANCIS.
 DP9238'
 DP9238'TO REACH THE MARK GO 1.6 MI (2.6 KM) NORTH ALONG TRUNK HIGHWAY 47 FROM
 DP9238'THE JUNCTION OF TRUNK HIGHWAY 47 AND COUNTY ROAD 28 IN SAINT FRANCIS,
 DP9238'AT TRUNK HIGHWAY 47 MILE POINT 37.2.
 DP9238'
 DP9238'THE MARK IS LOCATED 63.9 FT (19.5 M) WEST OF TRUNK HIGHWAY 47, 27.0 FT
 DP9238'(8.2 M) SOUTH OF DRIVEWAY NUMBER 25016, 1.5 FT (0.5 M) EAST OF A
 DP9238'WITNESS POST.
 DP9238'
 DP9238'NOTE - THE STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM
 DP9238'ROD DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION REMOVABLE
 DP9238'DISK SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH
 DP9238'PVC PIPE BACK FILLED WITH WASHED SAND.
 DP9238
 DP9238                          STATION RECOVERY (2017)
 DP9238
 DP9238'RECOVERY NOTE BY MN DEPT OF TRANSP 2017 (MAS)
 DP9238'1.6 MI (2.6 KM) NORTH OF ST. FRANCIS, 1.6 MI (2.6 KM) NORTH ALONG
 DP9238'TRUNK HIGHWAY 47 FROM THE JUNCTION OF TRUNK HIGHWAY 47 AND COUNTY ROAD
 DP9238'28 IN ST. FRANCIS, AT TRUNK HIGHWAY 47 MILE POINT 37.2, 63.9 FT (19.5
 DP9238'M) WEST OF TRUNK HIGHWAY 47, 27.0 FT (8.2 M) SOUTH OF DRIVEWAY NUMBER
 DP9238'25016, 1.5 FT (0.5 M) EAST OF A WITNESS POST.
 DP9238
 DP9238                          STATION RECOVERY (2018)
 DP9238
 DP9238'RECOVERY NOTE BY MN DEPT OF TRANSP 2018 (KXW)
 DP9238'1.6 MILES NORTH OF ST. FRANCIS, 1.6 MILES NORTH ALONG TRUNK HIGHWAY 47
 DP9238'FROM THE JUNCTION OF TRUNK HIGHWAY 47 AND COUNTY ROAD 28 IN ST.
 DP9238'FRANCIS, AT TRUNK HIGHWAY 47 MILEPOINT 37.2, 63.9 FEET WEST OF TRUNK
 DP9238'HIGHWAY 47, 27.0 FEET SOUTH OF DRIVEWAY NUMBER 25016, 1.5 FEET EAST OF
 DP9238'A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DQ9867 ***********************************************************************
 DQ9867  DESIGNATION -  3001 U
 DQ9867  PID         -  DQ9867
 DQ9867  STATE/COUNTY-  MN/ISANTI
 DQ9867  COUNTRY     -  US
 DQ9867  USGS QUAD   -  WYANETT (2019)
 DQ9867
 DQ9867                         *CURRENT SURVEY CONTROL
 DQ9867  ______________________________________________________________________
 DQ9867* NAD 83(2011) POSITION- 45 33 41.26125(N) 093 23 32.51369(W)   ADJUSTED
 DQ9867* NAD 83(2011) ELLIP HT-   260.155 (meters)        (12/03/18)   ADJUSTED
 DQ9867* NAD 83(2011) EPOCH   -  2010.00
 DQ9867* NAVD 88 ORTHO HEIGHT -   288.379 (meters)      946.12  (feet) ADJUSTED
 DQ9867  ______________________________________________________________________
 DQ9867  GEOID HEIGHT    -        -28.214 (meters)                     GEOID18
 DQ9867  NAD 83(2011) X  -   -264,708.111 (meters)                     COMP
 DQ9867  NAD 83(2011) Y  - -4,465,595.879 (meters)                     COMP
 DQ9867  NAD 83(2011) Z  -  4,531,440.225 (meters)                     COMP
 DQ9867  LAPLACE CORR    -         -4.58  (seconds)                    DEFLEC18
 DQ9867  DYNAMIC HEIGHT  -        288.366 (meters)      946.08  (feet) COMP
 DQ9867  MODELED GRAVITY -    980,564.6   (mgal)                       NAVD 88
 DQ9867
 DQ9867  VERT ORDER      -  SECOND    CLASS I
 DQ9867
 DQ9867  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DQ9867  Standards:
 DQ9867         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DQ9867            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DQ9867  -------------------------------------------------------------------
 DQ9867  NETWORK    0.76   1.43           0.35   0.25   0.73      0.01551727
 DQ9867  -------------------------------------------------------------------
 DQ9867  Click here for local accuracies and other accuracy information.
 DQ9867
 DQ9867.The horizontal coordinates were established by GPS observations
 DQ9867.and adjusted by the MN DEPT OF TRANSP in December 2018.
 DQ9867
 DQ9867.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DQ9867.been affixed to the stable North American tectonic plate. See 
 DQ9867.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DQ9867
 DQ9867.The horizontal coordinates are valid at the epoch date displayed above
 DQ9867.which is a decimal equivalence of Year/Month/Day.
 DQ9867
 DQ9867.The orthometric height was determined by differential leveling and
 DQ9867.adjusted by the NATIONAL GEODETIC SURVEY
 DQ9867.in April 2021.
 DQ9867
 DQ9867.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ9867.GEOID18 height accuracy estimate available here.
 DQ9867
 DQ9867.Click photographs - Photos may exist for this station.
 DQ9867
 DQ9867.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DQ9867
 DQ9867.The Laplace correction was computed from DEFLEC18 derived deflections.
 DQ9867
 DQ9867.The ellipsoidal height was determined by GPS observations
 DQ9867.and is referenced to NAD 83.
 DQ9867
 DQ9867.The dynamic height is computed by dividing the NAVD 88
 DQ9867.geopotential number by the normal gravity value computed on the
 DQ9867.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ9867.degrees latitude (g = 980.6199 gals.).
 DQ9867
 DQ9867.The modeled gravity was interpolated from observed gravity values.
 DQ9867
 DQ9867. The following values were computed from the NAD 83(2011) position.
 DQ9867
 DQ9867;                    North         East     Units Scale Factor Converg.
 DQ9867;SPC MN C     -   162,767.645   866,957.653   MT  1.00001242   +0 37 13.5
 DQ9867;SPC MN C     -   534,013.52  2,844,343.57   sFT  1.00001242   +0 37 13.5
 DQ9867;UTM  15      - 5,045,399.592   469,379.158   MT  0.99961153   -0 16 48.5
 DQ9867
 DQ9867!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DQ9867!SPC MN C     -   0.99995922  x   1.00001242  =   0.99997163
 DQ9867!UTM  15      -   0.99995922  x   0.99961153  =   0.99957076
 DQ9867
 DQ9867_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL6937945399(NAD 83)
 DQ9867
 DQ9867                          SUPERSEDED SURVEY CONTROL
 DQ9867
 DQ9867  NAVD 88 (12/03/18)  288.39   (m)  GEOID12B model used  GPS OBS        
 DQ9867
 DQ9867.Superseded values are not recommended for survey control.
 DQ9867
 DQ9867.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DQ9867.See file dsdata.pdf to determine how the superseded data were derived.
 DQ9867
 DQ9867_MARKER: F = FLANGE-ENCASED ROD
 DQ9867_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DQ9867_STAMPING: 3001 U 2017
 DQ9867_MARK LOGO: MNDT
 DQ9867_PROJECTION: RECESSED 5 CENTIMETERS
 DQ9867_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DQ9867_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ9867_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ9867+SATELLITE: SATELLITE OBSERVATIONS - July 02, 2018
 DQ9867_ROD/PIPE-DEPTH: 18.9 meters
 DQ9867
 DQ9867  HISTORY     - Date     Condition        Report By
 DQ9867  HISTORY     - 20171106 MONUMENTED       MNDT
 DQ9867  HISTORY     - 20180702 GOOD             MNDT
 DQ9867
 DQ9867                          STATION DESCRIPTION
 DQ9867
 DQ9867'DESCRIBED BY MN DEPT OF TRANSP 2017
 DQ9867'7.9 MILES WEST OF CAMBRIDGE, 1.8 MILES SOUTH ALONG TRUNK HIGHWAY 47
 DQ9867'FROM THE JUNCTION OF TRUNK HIGHWAY 47 AND TRUNK HIGHWAY 95 (THE
 DQ9867'JUNCTION IS 8.0 MILES WEST-NORTHWEST OF CAMBRIDGE), AT TRUNK HIGHWAY
 DQ9867'47 MILEPOINT 47.8, 73.0 FEET WEST OF TRUNK HIGHWAY 47, 62.9 FEET SOUTH
 DQ9867'OF COUNTY ROAD 39 (RIVER RIDGE DRIVE NORTHWEST), 42.5 FEET SOUTHEAST
 DQ9867'OF A POWER POLE WITH A GUY WIRE, 1.5 FEET EAST OF A WITNESS POST.
 DQ9867
 DQ9867                          STATION RECOVERY (2018)
 DQ9867
 DQ9867'RECOVERY NOTE BY MN DEPT OF TRANSP 2018 (TJD)
 DQ9867'RECOVERED AS DESCRIBED.
 DQ9867'
 DQ9867'NOTE-THE STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM ROD
 DQ9867'DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION REMOVABLE DISK
 DQ9867'SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH PVC
 DQ9867'PIPE BACK FILLED WITH WASHED SAND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DQ9868 ***********************************************************************
 DQ9868  DESIGNATION -  3001 V
 DQ9868  PID         -  DQ9868
 DQ9868  STATE/COUNTY-  MN/ISANTI
 DQ9868  COUNTRY     -  US
 DQ9868  USGS QUAD   -  WYANETT (2019)
 DQ9868
 DQ9868                         *CURRENT SURVEY CONTROL
 DQ9868  ______________________________________________________________________
 DQ9868* NAD 83(2011) POSITION- 45 33 30.53180(N) 093 22 46.43189(W)   ADJUSTED
 DQ9868* NAD 83(2011) ELLIP HT-   257.784 (meters)        (12/03/18)   ADJUSTED
 DQ9868* NAD 83(2011) EPOCH   -  2010.00
 DQ9868* NAVD 88 ORTHO HEIGHT -   286.020 (meters)      938.38  (feet) ADJUSTED
 DQ9868  ______________________________________________________________________
 DQ9868  GEOID HEIGHT    -        -28.239 (meters)                     GEOID18
 DQ9868  NAD 83(2011) X  -   -263,724.287 (meters)                     COMP
 DQ9868  NAD 83(2011) Y  - -4,465,889.355 (meters)                     COMP
 DQ9868  NAD 83(2011) Z  -  4,531,206.594 (meters)                     COMP
 DQ9868  LAPLACE CORR    -         -4.66  (seconds)                    DEFLEC18
 DQ9868  DYNAMIC HEIGHT  -        286.007 (meters)      938.34  (feet) COMP
 DQ9868  MODELED GRAVITY -    980,563.0   (mgal)                       NAVD 88
 DQ9868
 DQ9868  VERT ORDER      -  SECOND    CLASS I
 DQ9868
 DQ9868  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DQ9868  Standards:
 DQ9868         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DQ9868            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DQ9868  -------------------------------------------------------------------
 DQ9868  NETWORK    0.84   1.43           0.35   0.34   0.73     -0.01247387
 DQ9868  -------------------------------------------------------------------
 DQ9868  Click here for local accuracies and other accuracy information.
 DQ9868
 DQ9868.The horizontal coordinates were established by GPS observations
 DQ9868.and adjusted by the MN DEPT OF TRANSP in December 2018.
 DQ9868
 DQ9868.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DQ9868.been affixed to the stable North American tectonic plate. See 
 DQ9868.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DQ9868
 DQ9868.The horizontal coordinates are valid at the epoch date displayed above
 DQ9868.which is a decimal equivalence of Year/Month/Day.
 DQ9868
 DQ9868.The orthometric height was determined by differential leveling and
 DQ9868.adjusted by the NATIONAL GEODETIC SURVEY
 DQ9868.in April 2021.
 DQ9868
 DQ9868.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ9868.GEOID18 height accuracy estimate available here.
 DQ9868
 DQ9868.Click photographs - Photos may exist for this station.
 DQ9868
 DQ9868.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DQ9868
 DQ9868.The Laplace correction was computed from DEFLEC18 derived deflections.
 DQ9868
 DQ9868.The ellipsoidal height was determined by GPS observations
 DQ9868.and is referenced to NAD 83.
 DQ9868
 DQ9868.The dynamic height is computed by dividing the NAVD 88
 DQ9868.geopotential number by the normal gravity value computed on the
 DQ9868.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ9868.degrees latitude (g = 980.6199 gals.).
 DQ9868
 DQ9868.The modeled gravity was interpolated from observed gravity values.
 DQ9868
 DQ9868. The following values were computed from the NAD 83(2011) position.
 DQ9868
 DQ9868;                    North         East     Units Scale Factor Converg.
 DQ9868;SPC MN C     -   162,447.312   867,960.619   MT  1.00001311   +0 37 46.8
 DQ9868;SPC MN C     -   532,962.56  2,847,634.13   sFT  1.00001311   +0 37 46.8
 DQ9868;UTM  15      - 5,045,063.669   470,376.565   MT  0.99961079   -0 16 15.6
 DQ9868
 DQ9868!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DQ9868!SPC MN C     -   0.99995959  x   1.00001311  =   0.99997270
 DQ9868!UTM  15      -   0.99995959  x   0.99961079  =   0.99957039
 DQ9868
 DQ9868_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL7037645063(NAD 83)
 DQ9868
 DQ9868                          SUPERSEDED SURVEY CONTROL
 DQ9868
 DQ9868  NAVD 88 (12/03/18)  286.04   (m)  GEOID12B model used  GPS OBS        
 DQ9868
 DQ9868.Superseded values are not recommended for survey control.
 DQ9868
 DQ9868.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DQ9868.See file dsdata.pdf to determine how the superseded data were derived.
 DQ9868
 DQ9868_MARKER: F = FLANGE-ENCASED ROD
 DQ9868_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DQ9868_STAMPING: 3001 V 2017
 DQ9868_MARK LOGO: MNDT
 DQ9868_PROJECTION: RECESSED 8 CENTIMETERS
 DQ9868_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DQ9868_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ9868_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ9868+SATELLITE: SATELLITE OBSERVATIONS - July 02, 2018
 DQ9868_ROD/PIPE-DEPTH: 16.5 meters
 DQ9868
 DQ9868  HISTORY     - Date     Condition        Report By
 DQ9868  HISTORY     - 20171106 MONUMENTED       MNDT
 DQ9868  HISTORY     - 20180702 GOOD             MNDT
 DQ9868
 DQ9868                          STATION DESCRIPTION
 DQ9868
 DQ9868'DESCRIBED BY MN DEPT OF TRANSP 2017
 DQ9868'7.3 MILES WEST OF CAMBRIDGE, 2.5 MILES SOUTH AND EAST ALONG TRUNK
 DQ9868'HIGHWAY 47 FROM THE JUNCTION OF TRUNK HIGHWAY 47 AND TRUNK HIGHWAY 95
 DQ9868'(THE JUNCTION IS 8.0 MILES WEST-NORTHWEST OF CAMBRIDGE), AT TRUNK
 DQ9868'HIGHWAY 47 MILEPOINT 47.05, 118.8 FEET NORTH OF TRUNK HIGHWAY 47, 93.0
 DQ9868'FEET WEST OF JIVARO STREET NORTHWEST, 2.6 FEET SOUTH OF A RIGHT-OF-WAY
 DQ9868'POST, 2.6 FEET SOUTH OF A WITNESS POST.
 DQ9868
 DQ9868                          STATION RECOVERY (2018)
 DQ9868
 DQ9868'RECOVERY NOTE BY MN DEPT OF TRANSP 2018 (TJD)
 DQ9868'RECOVERED AS DESCRIBED.
 DQ9868'
 DQ9868'NOTE-THE STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM ROD
 DQ9868'DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION REMOVABLE DISK
 DQ9868'SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH PVC
 DQ9868'PIPE BACK FILLED WITH WASHED SAND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DQ9869 ***********************************************************************
 DQ9869  DESIGNATION -  3001 W
 DQ9869  PID         -  DQ9869
 DQ9869  STATE/COUNTY-  MN/ISANTI
 DQ9869  COUNTRY     -  US
 DQ9869  USGS QUAD   -  SAINT FRANCIS (2019)
 DQ9869
 DQ9869                         *CURRENT SURVEY CONTROL
 DQ9869  ______________________________________________________________________
 DQ9869* NAD 83(2011) POSITION- 45 25 51.26231(N) 093 22 03.24652(W)   ADJUSTED
 DQ9869* NAD 83(2011) ELLIP HT-   256.225 (meters)        (12/03/18)   ADJUSTED
 DQ9869* NAD 83(2011) EPOCH   -  2010.00
 DQ9869* NAVD 88 ORTHO HEIGHT -   284.537 (meters)      933.52  (feet) ADJUSTED
 DQ9869  ______________________________________________________________________
 DQ9869  GEOID HEIGHT    -        -28.313 (meters)                     GEOID18
 DQ9869  NAD 83(2011) X  -   -263,383.225 (meters)                     COMP
 DQ9869  NAD 83(2011) Y  - -4,476,038.479 (meters)                     COMP
 DQ9869  NAD 83(2011) Z  -  4,521,266.056 (meters)                     COMP
 DQ9869  LAPLACE CORR    -         -1.65  (seconds)                    DEFLEC18
 DQ9869  DYNAMIC HEIGHT  -        284.522 (meters)      933.47  (feet) COMP
 DQ9869  MODELED GRAVITY -    980,554.0   (mgal)                       NAVD 88
 DQ9869
 DQ9869  VERT ORDER      -  SECOND    CLASS I
 DQ9869
 DQ9869  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DQ9869  Standards:
 DQ9869         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DQ9869            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DQ9869  -------------------------------------------------------------------
 DQ9869  NETWORK    0.83   1.37           0.37   0.30   0.70     -0.02029049
 DQ9869  -------------------------------------------------------------------
 DQ9869  Click here for local accuracies and other accuracy information.
 DQ9869
 DQ9869.The horizontal coordinates were established by GPS observations
 DQ9869.and adjusted by the MN DEPT OF TRANSP in December 2018.
 DQ9869
 DQ9869.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DQ9869.been affixed to the stable North American tectonic plate. See 
 DQ9869.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DQ9869
 DQ9869.The horizontal coordinates are valid at the epoch date displayed above
 DQ9869.which is a decimal equivalence of Year/Month/Day.
 DQ9869
 DQ9869.The orthometric height was determined by differential leveling and
 DQ9869.adjusted by the NATIONAL GEODETIC SURVEY
 DQ9869.in April 2021.
 DQ9869
 DQ9869.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ9869.GEOID18 height accuracy estimate available here.
 DQ9869
 DQ9869.Click photographs - Photos may exist for this station.
 DQ9869
 DQ9869.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DQ9869
 DQ9869.The Laplace correction was computed from DEFLEC18 derived deflections.
 DQ9869
 DQ9869.The ellipsoidal height was determined by GPS observations
 DQ9869.and is referenced to NAD 83.
 DQ9869
 DQ9869.The dynamic height is computed by dividing the NAVD 88
 DQ9869.geopotential number by the normal gravity value computed on the
 DQ9869.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ9869.degrees latitude (g = 980.6199 gals.).
 DQ9869
 DQ9869.The modeled gravity was interpolated from observed gravity values.
 DQ9869
 DQ9869. The following values were computed from the NAD 83(2011) position.
 DQ9869
 DQ9869;                    North         East     Units Scale Factor Converg.
 DQ9869;SPC MN C     -   148,279.293   869,055.152   MT  1.00004542   +0 38 18.0
 DQ9869;SPC MN C     -   486,479.65  2,851,225.11   sFT  1.00004542   +0 38 18.0
 DQ9869;UTM  15      - 5,030,886.133   471,247.951   MT  0.99961016   -0 15 42.7
 DQ9869
 DQ9869!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DQ9869!SPC MN C     -   0.99995983  x   1.00004542  =   1.00000525
 DQ9869!UTM  15      -   0.99995983  x   0.99961016  =   0.99957001
 DQ9869
 DQ9869_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL7124730886(NAD 83)
 DQ9869
 DQ9869                          SUPERSEDED SURVEY CONTROL
 DQ9869
 DQ9869  NAVD 88 (12/03/18)  284.55   (m)  GEOID12B model used  GPS OBS        
 DQ9869
 DQ9869.Superseded values are not recommended for survey control.
 DQ9869
 DQ9869.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DQ9869.See file dsdata.pdf to determine how the superseded data were derived.
 DQ9869
 DQ9869_MARKER: F = FLANGE-ENCASED ROD
 DQ9869_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DQ9869_STAMPING: 3001 W 2017
 DQ9869_MARK LOGO: MNDT
 DQ9869_PROJECTION: RECESSED 8 CENTIMETERS
 DQ9869_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DQ9869_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ9869_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ9869+SATELLITE: SATELLITE OBSERVATIONS - July 02, 2018
 DQ9869_ROD/PIPE-DEPTH: 21.0 meters
 DQ9869
 DQ9869  HISTORY     - Date     Condition        Report By
 DQ9869  HISTORY     - 20171106 MONUMENTED       MNDT
 DQ9869  HISTORY     - 20180702 GOOD             MNDT
 DQ9869
 DQ9869                          STATION DESCRIPTION
 DQ9869
 DQ9869'DESCRIBED BY MN DEPT OF TRANSP 2017
 DQ9869'2.65 MILES NORTH OF ST. FRANCIS, 2.2 MILES NORTH ALONG TRUNK HIGHWAY
 DQ9869'47 FROM THE JUNCTION OF TRUNK HIGHWAY 47 AND COUNTY ROAD 28 IN ST.
 DQ9869'FRANCIS, AT TRUNK HIGHWAY 47 MILEPOINT 37.8, 69.9 FEET EAST OF TRUNK
 DQ9869'HIGHWAY 47, 32.0 FEET NORTH OF A FIELD ENTRANCE, 1.5 FEET WEST OF A
 DQ9869'WITNESS POST.
 DQ9869
 DQ9869                          STATION RECOVERY (2018)
 DQ9869
 DQ9869'RECOVERY NOTE BY MN DEPT OF TRANSP 2018 (TJD)
 DQ9869'RECOVERED AS DESCRIBED.
 DQ9869'
 DQ9869'NOTE-THE STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM ROD
 DQ9869'DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION REMOVABLE DISK
 DQ9869'SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH PVC
 DQ9869'PIPE BACK FILLED WITH WASHED SAND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 AH9066 ***********************************************************************
 AH9066  DESIGNATION -  3002 D
 AH9066  PID         -  AH9066
 AH9066  STATE/COUNTY-  MN/ISANTI
 AH9066  COUNTRY     -  US
 AH9066  USGS QUAD   -  DALBO (2019)
 AH9066
 AH9066                         *CURRENT SURVEY CONTROL
 AH9066  ______________________________________________________________________
 AH9066* NAD 83(1986) POSITION- 45 37 48.69   (N) 093 23 23.72   (W)   HD_HELD1
 AH9066* NAVD 88 ORTHO HEIGHT -   295.297 (meters)      968.82  (feet) ADJUSTED
 AH9066  ______________________________________________________________________
 AH9066  GEOID HEIGHT    -        -28.124 (meters)                     GEOID18
 AH9066  DYNAMIC HEIGHT  -        295.287 (meters)      968.79  (feet) COMP
 AH9066  MODELED GRAVITY -    980,572.3   (mgal)                       NAVD 88
 AH9066
 AH9066  VERT ORDER      -  SECOND    CLASS I
 AH9066
 AH9066.The horizontal coordinates were determined by differentially corrected
 AH9066.hand held GPS observations or other comparable positioning techniques
 AH9066.and have an estimated accuracy of +/- 3 meters.
 AH9066
 AH9066.The orthometric height was determined by differential leveling and
 AH9066.adjusted by the NATIONAL GEODETIC SURVEY
 AH9066.in April 2021.
 AH9066
 AH9066.Significant digits in the geoid height do not necessarily reflect accuracy.
 AH9066.GEOID18 height accuracy estimate available here.
 AH9066
 AH9066.Click photographs - Photos may exist for this station.
 AH9066
 AH9066.The dynamic height is computed by dividing the NAVD 88
 AH9066.geopotential number by the normal gravity value computed on the
 AH9066.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH9066.degrees latitude (g = 980.6199 gals.).
 AH9066
 AH9066.The modeled gravity was interpolated from observed gravity values.
 AH9066
 AH9066;                    North         East    Units  Estimated Accuracy
 AH9066;SPC MN C     -   170,408.2     867,065.4     MT  (+/- 3 meters HH1 GPS) 
 AH9066
 AH9066_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL6960653034(NAD 83)
 AH9066
 AH9066                          SUPERSEDED SURVEY CONTROL
 AH9066
 AH9066  NAVD 88 (05/16/00)  295.300  (m)          968.83   (f) SUPERSEDED  2 1
 AH9066
 AH9066.Superseded values are not recommended for survey control.
 AH9066
 AH9066.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH9066.See file dsdata.pdf to determine how the superseded data were derived.
 AH9066
 AH9066_MARKER: DD = SURVEY DISK
 AH9066_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 AH9066_STAMPING: 3002 D 1995
 AH9066_MARK LOGO: MNDT
 AH9066_PROJECTION: RECESSED 5 CENTIMETERS
 AH9066_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AH9066_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AH9066_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AH9066+SATELLITE: SATELLITE OBSERVATIONS - October 11, 2017
 AH9066_ROD/PIPE-DEPTH: 15.2 meters
 AH9066
 AH9066  HISTORY     - Date     Condition        Report By
 AH9066  HISTORY     - 1995     MONUMENTED       MNDT
 AH9066  HISTORY     - 20080703 GOOD             MNDT
 AH9066  HISTORY     - 20171011 GOOD             MNDT
 AH9066
 AH9066                          STATION DESCRIPTION
 AH9066
 AH9066'DESCRIBED BY MN DEPT OF TRANSP 1995 (WAS)
 AH9066'THE MARK IS LOCATED ABOUT 2 MI (3.2 KM) SSE OF THE TOWN OF DALBO OR 3
 AH9066'MI (4.8 KM) NORTH OF THE TOWN OF PINE BROOK, IN THE SE 1/4 OF SECTION
 AH9066'1, T36N, R25W. TO REACH THE MARK FROM THE JCT OF TH 47 AND TH 95 IN
 AH9066'PINE BROOK, GO NORTH ALONG TH 47 FOR 3.0 MI (4.8 KM) TO TH 47 MP 52.65
 AH9066'AND THE MARK ON THE LEFT.  THE MARK, A DISK SET ON A DRIVEN ALUMINUM
 AH9066'ROD, IS 27.5 FT (8.4 M) WEST OF TH 47, 42.5 FT (13.0 M) NORTH OF CO RD
 AH9066'6, 61 FT (18.6 M) WEST OF A FIELD ENT, 2.4 FT (0.7 M) EAST OF A
 AH9066'P-POLE, AND 1.0 FT (0.3 M) WEST OF A WITNESS POST.
 AH9066
 AH9066                          STATION RECOVERY (2008)
 AH9066
 AH9066'RECOVERY NOTE BY MN DEPT OF TRANSP 2008 (WEF)
 AH9066'THE STATION IS LOCATED ABOUT 4.2 MI (6.8 KM) NORTHEAST OF WYANETT, 4.0
 AH9066'MI (6.4 KM) WEST OF SPRINGVALE AND 2.0 MI (3.2 KM) SOUTH-SOUTHEAST OF
 AH9066'DALBO.
 AH9066'
 AH9066'TO REACH TO THE MARK GO 3.0 MI (4.8 KM) NORTH ALONG TRUNK HIGHWAY 47
 AH9066'FROM THE JUNCTION OF TRUNK HIGHWAY 47 AND TRUNK HIGHWAY 95 IN PINE
 AH9066'BROOK, AT TRUNK HIGHWAY 47 MILE POINT 52.65, 275 FT (83.8 M) WEST OF
 AH9066'TRUNK HIGHWAY 47, 42.5 FT (13.0 M) NORTH OF COUNTY ROAD 6, 61 FT (18.6
 AH9066'M) WEST OF A FIELD ENTRANCE, 2.4 FT (0.7 M) EAST OF POWER POLE, 1.0 FT
 AH9066'(0.3 M) WEST OF A WITNESS POST.
 AH9066
 AH9066                          STATION RECOVERY (2017)
 AH9066
 AH9066'RECOVERY NOTE BY MN DEPT OF TRANSP 2017 (MAS)
 AH9066'2.0 MI (3.2 KM) SOUTH-SOUTHEAST OF DALBO, 2.0 MI (3.2 KM) SOUTH ALONG
 AH9066'TRUNK HIGHWAY 47 FROM THE JUNCTION OF TRUNK HIGHWAY 47 AND COUNTY ROAD
 AH9066'3 IN DALBO, AT TRUNK HIGHWAY 47 MILE POINT 52.65, 275 FT (83.8 M) WEST
 AH9066'OF TRUNK HIGHWAY 47, 61.0 FT (18.6 M) WEST OF AN ENTRANCE, 42.5 FT
 AH9066'(13.0 M) NORTH OF COUNTY ROAD 6, 2.4 FT (0.7 M) EAST OF A POWER POLE,
 AH9066'1.0 FT (0.3 M) WEST OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DL7223 ***********************************************************************
 DL7223  DESIGNATION -  3002 E RESET
 DL7223  PID         -  DL7223
 DL7223  STATE/COUNTY-  MN/ISANTI
 DL7223  COUNTRY     -  US
 DL7223  USGS QUAD   -  DALBO (2019)
 DL7223
 DL7223                         *CURRENT SURVEY CONTROL
 DL7223  ______________________________________________________________________
 DL7223* NAD 83(2011) POSITION- 45 39 04.90648(N) 093 23 17.18927(W)   ADJUSTED
 DL7223* NAD 83(2011) ELLIP HT-   269.470 (meters)        (06/27/12)   ADJUSTED
 DL7223* NAD 83(2011) EPOCH   -  2010.00
 DL7223* NAVD 88 ORTHO HEIGHT -   297.572 (meters)      976.28  (feet) ADJUSTED
 DL7223  ______________________________________________________________________
 DL7223  GEOID HEIGHT    -        -28.090 (meters)                     GEOID18
 DL7223  NAD 83(2011) X  -   -263,954.752 (meters)                     COMP
 DL7223  NAD 83(2011) Y  - -4,458,494.448 (meters)                     COMP
 DL7223  NAD 83(2011) Z  -  4,538,437.390 (meters)                     COMP
 DL7223  LAPLACE CORR    -         -5.13  (seconds)                    DEFLEC18
 DL7223  DYNAMIC HEIGHT  -        297.562 (meters)      976.25  (feet) COMP
 DL7223  MODELED GRAVITY -    980,574.7   (mgal)                       NAVD 88
 DL7223
 DL7223  VERT ORDER      -  SECOND    CLASS I
 DL7223
 DL7223  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DL7223  Standards:
 DL7223         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DL7223            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DL7223  -------------------------------------------------------------------
 DL7223  NETWORK    0.33   0.47           0.15   0.12   0.24     -0.00792852
 DL7223  -------------------------------------------------------------------
 DL7223  Click here for local accuracies and other accuracy information.
 DL7223
 DL7223.The horizontal coordinates were established by GPS observations
 DL7223.and adjusted by the National Geodetic Survey in June 2012.
 DL7223
 DL7223.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DL7223.been affixed to the stable North American tectonic plate. See 
 DL7223.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DL7223
 DL7223.The horizontal coordinates are valid at the epoch date displayed above
 DL7223.which is a decimal equivalence of Year/Month/Day.
 DL7223
 DL7223.The orthometric height was determined by differential leveling and
 DL7223.adjusted by the NATIONAL GEODETIC SURVEY
 DL7223.in April 2021.
 DL7223
 DL7223.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL7223.GEOID18 height accuracy estimate available here.
 DL7223
 DL7223.Click photographs - Photos may exist for this station.
 DL7223
 DL7223.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DL7223
 DL7223.The Laplace correction was computed from DEFLEC18 derived deflections.
 DL7223
 DL7223.The ellipsoidal height was determined by GPS observations
 DL7223.and is referenced to NAD 83.
 DL7223
 DL7223.The dynamic height is computed by dividing the NAVD 88
 DL7223.geopotential number by the normal gravity value computed on the
 DL7223.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL7223.degrees latitude (g = 980.6199 gals.).
 DL7223
 DL7223.The modeled gravity was interpolated from observed gravity values.
 DL7223
 DL7223. The following values were computed from the NAD 83(2011) position.
 DL7223
 DL7223;                    North         East     Units Scale Factor Converg.
 DL7223;SPC MN C     -   172,762.657   867,181.248   MT  0.99999266   +0 37 24.5
 DL7223;SPC MN C     -   566,805.48  2,845,077.14   sFT  0.99999266   +0 37 24.5
 DL7223;UTM  15      - 5,055,385.949   469,759.709   MT  0.99961124   -0 16 39.1
 DL7223
 DL7223!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DL7223!SPC MN C     -   0.99995776  x   0.99999266  =   0.99995042
 DL7223!UTM  15      -   0.99995776  x   0.99961124  =   0.99956901
 DL7223
 DL7223:                Primary Azimuth Mark                     Grid Az
 DL7223:SPC MN C     -  3002 M                                   331 46 03.1
 DL7223:UTM  15      -  3002 M                                   332 40 06.7
 DL7223
 DL7223_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL6975955385(NAD 83)
 DL7223
 DL7223|---------------------------------------------------------------------|
 DL7223| PID    Reference Object                     Distance      Geod. Az  |
 DL7223|                                                           dddmmss.s |
 DL7223| DL7262 3002 M                              APPROX. 0.9 KM 3322327.6 |
 DL7223|---------------------------------------------------------------------|
 DL7223
 DL7223                          SUPERSEDED SURVEY CONTROL
 DL7223
 DL7223  NAD 83(2007)-  45 39 04.90669(N)    093 23 17.18973(W) AD(2002.00) 1
 DL7223  ELLIP H (10/16/09)  269.500  (m)                       GP(2002.00) 3 1
 DL7223  NAVD 88 (02/24/11)  297.572  (m)          976.28   (f) SUPERSEDED  2 1
 DL7223  NAVD 88             297.57   (m)          976.3    (f) LEVELING    3  
 DL7223
 DL7223.Superseded values are not recommended for survey control.
 DL7223
 DL7223.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL7223.See file dsdata.pdf to determine how the superseded data were derived.
 DL7223
 DL7223_MARKER: I = METAL ROD
 DL7223_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DL7223_STAMPING: 3002 E 1995 RESET 2008
 DL7223_MARK LOGO: MNDT
 DL7223_PROJECTION: FLUSH
 DL7223_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DL7223_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL7223_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL7223+SATELLITE: SATELLITE OBSERVATIONS - April 15, 2020
 DL7223_ROD/PIPE-DEPTH: 13.7 meters
 DL7223
 DL7223  HISTORY     - Date     Condition        Report By
 DL7223  HISTORY     - 20080728 MONUMENTED       MNDT
 DL7223  HISTORY     - 20100414 GOOD             MNDT
 DL7223  HISTORY     - 20111029 GOOD             MNDT
 DL7223  HISTORY     - 20171011 GOOD             MNDT
 DL7223  HISTORY     - 20200415 GOOD             MNDT
 DL7223
 DL7223                          STATION DESCRIPTION
 DL7223
 DL7223'DESCRIBED BY MN DEPT OF TRANSP 2008
 DL7223'0.6 MILE SOUTHEAST OF DALBO, 0.8 MILE EAST AND SOUTH ALONG TRUNK
 DL7223'HIGHWAY 47 FROM THE POST OFFICE IN DALBO, AT TRUNK HIGHWAY 47
 DL7223'MILEPOINT 54.1, 206.5 FEET EAST OF TRUNK HIGHWAY 47, 35.5 FEET SOUTH
 DL7223'OF COUNTY ROAD 41, 31.5 FEET EAST OF FIELD ENTRANCE, 74.8 FEET
 DL7223'SOUTHEAST OF RIGHT-OF-WAY POST, 32 FEET WEST OF POWER POLE, 1.1 FEET
 DL7223'EAST OF WITNESS POST.
 DL7223
 DL7223                          STATION RECOVERY (2010)
 DL7223
 DL7223'RECOVERY NOTE BY MN DEPT OF TRANSP 2010 (MAS)
 DL7223'THE MARK WAS RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.
 DL7223'THE MARK IS 0.6 MILE SOUTHEAST OF DALBO, 0.8 MILE EAST AND SOUTH ALONG
 DL7223'TRUNK HIGHWAY 47 FROM THE POST OFFICE IN DALBO, AT TRUNK HIGHWAY 47
 DL7223'MILEPOINT 54.1, 206.5 FEET EAST OF TRUNK HIGHWAY 47, 74.8 FEET
 DL7223'SOUTHEAST OF RIGHT-OF-WAY POST, 35.5 FEET SOUTH OF COUNTY ROAD 41,
 DL7223'32.0  FEET WEST OF POWER POLE, 31.5 FEET EAST OF FIELD ENTRANCE, 1.1
 DL7223'FEET EAST OF WITNESS POST.
 DL7223
 DL7223                          STATION RECOVERY (2011)
 DL7223
 DL7223'RECOVERY NOTE BY MN DEPT OF TRANSP 2011 (ETK)
 DL7223'0.6 MI (1.0 KM) SOUTHEAST OF DALBO, 0.8 MI (1.3 KM) EAST AND SOUTH
 DL7223'ALONG TRUNK HIGHWAY 47 FROM THE POST OFFICE IN DALBO, AT TRUNK HIGHWAY
 DL7223'47 MILE POINT 54.1, 206.5 FT (62.9 M) EAST OF TRUNK HIGHWAY 47, 74.8
 DL7223'FT (22.8 M) SOUTHEAST OF RIGHT-OF-WAY POST, 35.5 FT (10.8 M) SOUTH OF
 DL7223'COUNTY ROAD 41, 32.0 FT (9.8 M) WEST OF POWER POLE, 31.5 FT (9.6 M)
 DL7223'EAST OF A FIELD ENTRANCE, 1.1 FT (0.3 M) EAST OF A WITNESS POST.
 DL7223
 DL7223                          STATION RECOVERY (2017)
 DL7223
 DL7223'RECOVERY NOTE BY MN DEPT OF TRANSP 2017 (MAS)
 DL7223'0.6 MI (1.0 KM) SOUTHEAST OF DALBO, 0.5 MI (0.8 KM) SOUTH ALONG TRUNK
 DL7223'HIGHWAY 47 FROM THE JUNCTION OF TRUNK HIGHWAY 47 AND COUNTY ROAD 3 IN
 DL7223'DALBO, AT TRUNK HIGHWAY 47 MILE POINT 54.1, 206.5 FT (62.9 M) EAST OF
 DL7223'TRUNK HIGHWAY 47, 74.8 FT (22.8 M) SOUTHEAST OF A RIGHT-OF-WAY POST,
 DL7223'35.5 FT (10.8 M) SOUTH OF COUNTY ROAD 41, 32.0 FT (9.8 M) WEST OF A
 DL7223'POWER POLE, 31.5 FT (9.6 M) EAST OF A FIELD ENTRANCE, 1.1 FT (0.3 M)
 DL7223'EAST OF A WITNESS POST.
 DL7223
 DL7223                          STATION RECOVERY (2020)
 DL7223
 DL7223'RECOVERY NOTE BY MN DEPT OF TRANSP 2020 (MPP)
 DL7223'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DL7224 ***********************************************************************
 DL7224  DESIGNATION -  3002 J RESET
 DL7224  PID         -  DL7224
 DL7224  STATE/COUNTY-  MN/ISANTI
 DL7224  COUNTRY     -  US
 DL7224  USGS QUAD   -  DALBO (2019)
 DL7224
 DL7224                         *CURRENT SURVEY CONTROL
 DL7224  ______________________________________________________________________
 DL7224* NAD 83(2011) POSITION- 45 41 42.86123(N) 093 24 36.93777(W)   ADJUSTED
 DL7224* NAD 83(2011) ELLIP HT-   275.747 (meters)        (06/27/12)   ADJUSTED
 DL7224* NAD 83(2011) EPOCH   -  2010.00
 DL7224* NAVD 88 ORTHO HEIGHT -   303.714 (meters)      996.44  (feet) ADJUSTED
 DL7224  ______________________________________________________________________
 DL7224  GEOID HEIGHT    -        -27.962 (meters)                     GEOID18
 DL7224  NAD 83(2011) X  -   -265,471.261 (meters)                     COMP
 DL7224  NAD 83(2011) Y  - -4,454,913.886 (meters)                     COMP
 DL7224  NAD 83(2011) Z  -  4,541,849.565 (meters)                     COMP
 DL7224  LAPLACE CORR    -         -5.15  (seconds)                    DEFLEC18
 DL7224  DYNAMIC HEIGHT  -        303.707 (meters)      996.41  (feet) COMP
 DL7224  MODELED GRAVITY -    980,583.1   (mgal)                       NAVD 88
 DL7224
 DL7224  VERT ORDER      -  SECOND    CLASS I
 DL7224
 DL7224  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DL7224  Standards:
 DL7224         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DL7224            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DL7224  -------------------------------------------------------------------
 DL7224  NETWORK    0.44   0.49           0.20   0.15   0.25      0.07345509
 DL7224  -------------------------------------------------------------------
 DL7224  Click here for local accuracies and other accuracy information.
 DL7224
 DL7224.The horizontal coordinates were established by GPS observations
 DL7224.and adjusted by the National Geodetic Survey in June 2012.
 DL7224
 DL7224.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DL7224.been affixed to the stable North American tectonic plate. See 
 DL7224.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DL7224
 DL7224.The horizontal coordinates are valid at the epoch date displayed above
 DL7224.which is a decimal equivalence of Year/Month/Day.
 DL7224
 DL7224.The orthometric height was determined by differential leveling and
 DL7224.adjusted by the NATIONAL GEODETIC SURVEY
 DL7224.in February 2011.
 DL7224
 DL7224.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL7224.GEOID18 height accuracy estimate available here.
 DL7224
 DL7224.Click photographs - Photos may exist for this station.
 DL7224
 DL7224.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DL7224
 DL7224.The Laplace correction was computed from DEFLEC18 derived deflections.
 DL7224
 DL7224.The ellipsoidal height was determined by GPS observations
 DL7224.and is referenced to NAD 83.
 DL7224
 DL7224.The dynamic height is computed by dividing the NAVD 88
 DL7224.geopotential number by the normal gravity value computed on the
 DL7224.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL7224.degrees latitude (g = 980.6199 gals.).
 DL7224
 DL7224.The modeled gravity was interpolated from observed gravity values.
 DL7224
 DL7224. The following values were computed from the NAD 83(2011) position.
 DL7224
 DL7224;                    North         East     Units Scale Factor Converg.
 DL7224;SPC MN C     -   177,620.409   865,402.919   MT  0.99998390   +0 36 26.8
 DL7224;SPC MN C     -   582,742.96  2,839,242.74   sFT  0.99998390   +0 36 26.8
 DL7224;UTM  15      - 5,060,269.226   468,058.631   MT  0.99961254   -0 17 37.0
 DL7224
 DL7224!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DL7224!SPC MN C     -   0.99995677  x   0.99998390  =   0.99994067
 DL7224!UTM  15      -   0.99995677  x   0.99961254  =   0.99956933
 DL7224
 DL7224:                Primary Azimuth Mark                     Grid Az
 DL7224:SPC MN C     -  3002 Q                                   176 24 54.1
 DL7224:UTM  15      -  3002 Q                                   177 18 57.9
 DL7224
 DL7224_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL6805860269(NAD 83)
 DL7224
 DL7224|---------------------------------------------------------------------|
 DL7224| PID    Reference Object                     Distance      Geod. Az  |
 DL7224|                                                           dddmmss.s |
 DL7224| DL7265 3002 Q                              APPROX. 1.3 KM 1770120.9 |
 DL7224|---------------------------------------------------------------------|
 DL7224
 DL7224                          SUPERSEDED SURVEY CONTROL
 DL7224
 DL7224  NAD 83(2007)-  45 41 42.86132(N)    093 24 36.93816(W) AD(2002.00) 1
 DL7224  ELLIP H (10/16/09)  275.774  (m)                       GP(2002.00) 3 1
 DL7224  NAVD 88             303.71   (m)          996.4    (f) LEVELING    3  
 DL7224
 DL7224.Superseded values are not recommended for survey control.
 DL7224
 DL7224.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL7224.See file dsdata.pdf to determine how the superseded data were derived.
 DL7224
 DL7224_MARKER: I = METAL ROD
 DL7224_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DL7224_STAMPING: 3002 J RESET 1995 2008
 DL7224_MARK LOGO: MNDT
 DL7224_PROJECTION: PROJECTING 3 CENTIMETERS
 DL7224_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DL7224_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL7224_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL7224+SATELLITE: SATELLITE OBSERVATIONS - October 11, 2017
 DL7224_ROD/PIPE-DEPTH: 13.7 meters
 DL7224
 DL7224  HISTORY     - Date     Condition        Report By
 DL7224  HISTORY     - 20081208 MONUMENTED       MNDT
 DL7224  HISTORY     - 20170601 GOOD             MNDT
 DL7224  HISTORY     - 20171011 GOOD             MNDT
 DL7224
 DL7224                          STATION DESCRIPTION
 DL7224
 DL7224'DESCRIBED BY MN DEPT OF TRANSP 2008
 DL7224'2.6 MILES NORTH-NORTHWEST OF DALBO, 2.9 MILES WEST AND NORTH ALONG
 DL7224'TRUNK HIGHWAY 47 FROM THE POST OFFICE IN DALBO, AT TRUNK HIGHWAY 47
 DL7224'MILEPOINT 58.15, 164.5 FEET WEST OF TRUNK HIGHWAY 47, 61.5 FEET NORTH
 DL7224'OF COUNTY ROAD 16 (401ST AVENUE NORTHWEST), 10 FEET WEST OF FIELD
 DL7224'ENTRANCE, 1.2 FEET EAST OF WITNESS POST.
 DL7224
 DL7224                          STATION RECOVERY (2017)
 DL7224
 DL7224'RECOVERY NOTE BY MN DEPT OF TRANSP 2017 (MAS)
 DL7224'RECOVERED AS DESCRIBED.
 DL7224'
 DL7224'NOTE-THE STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM ROD
 DL7224'DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION REMOVABLE DISK
 DL7224'SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH PVC
 DL7224'PIPE BACK FILLED WITH WASHED SAND.
 DL7224
 DL7224                          STATION RECOVERY (2017)
 DL7224
 DL7224'RECOVERY NOTE BY MN DEPT OF TRANSP 2017 (MAS)
 DL7224'2.6 MI (4.2 KM) NORTH-NORTHWEST OF DALBO, 3.2 MI (5.1 KM) WEST AND
 DL7224'NORTH ALONG TRUNK HIGHWAY 47 FROM THE JUNCTION OF TRUNK HIGHWAY 47 AND
 DL7224'COUNTY ROAD 3 IN DALBO, AT TRUNK HIGHWAY 47 MILE POINT 58.15, 164.5 FT
 DL7224'(50.1 M) WEST OF TRUNK HIGHWAY 47, 61.5 FT (18.7 M) NORTH OF COUNTY
 DL7224'ROAD 16 (401ST AVENUE NORTHWEST), 10.0 FT (3.0 M) WEST OF AN ENTRANCE,
 DL7224'1.2 FT (0.4 M) EAST OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 AH9074 ***********************************************************************
 AH9074  DESIGNATION -  3002 K
 AH9074  PID         -  AH9074
 AH9074  STATE/COUNTY-  MN/ISANTI
 AH9074  COUNTRY     -  US
 AH9074  USGS QUAD   -  DALBO (2019)
 AH9074
 AH9074                         *CURRENT SURVEY CONTROL
 AH9074  ______________________________________________________________________
 AH9074* NAD 83(2011) POSITION- 45 43 00.30840(N) 093 24 48.47963(W)   ADJUSTED
 AH9074* NAD 83(2011) ELLIP HT-   276.541 (meters)        (06/27/12)   ADJUSTED
 AH9074* NAD 83(2011) EPOCH   -  2010.00
 AH9074* NAVD 88 ORTHO HEIGHT -   304.443 (meters)      998.83  (feet) ADJUSTED
 AH9074  ______________________________________________________________________
 AH9074  GEOID HEIGHT    -        -27.919 (meters)                     GEOID18
 AH9074  NAD 83(2011) X  -   -265,618.668 (meters)                     COMP
 AH9074  NAD 83(2011) Y  - -4,453,191.083 (meters)                     COMP
 AH9074  NAD 83(2011) Z  -  4,543,519.998 (meters)                     COMP
 AH9074  LAPLACE CORR    -         -4.93  (seconds)                    DEFLEC18
 AH9074  DYNAMIC HEIGHT  -        304.437 (meters)      998.81  (feet) COMP
 AH9074  MODELED GRAVITY -    980,586.4   (mgal)                       NAVD 88
 AH9074
 AH9074  VERT ORDER      -  SECOND    CLASS I
 AH9074
 AH9074  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AH9074  Standards:
 AH9074         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AH9074            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AH9074  -------------------------------------------------------------------
 AH9074  NETWORK    0.73   0.74           0.32   0.27   0.38      0.01950104
 AH9074  -------------------------------------------------------------------
 AH9074  Click here for local accuracies and other accuracy information.
 AH9074
 AH9074.The horizontal coordinates were established by GPS observations
 AH9074.and adjusted by the National Geodetic Survey in June 2012.
 AH9074
 AH9074.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AH9074.been affixed to the stable North American tectonic plate. See 
 AH9074.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AH9074
 AH9074.The horizontal coordinates are valid at the epoch date displayed above
 AH9074.which is a decimal equivalence of Year/Month/Day.
 AH9074
 AH9074.The orthometric height was determined by differential leveling and
 AH9074.adjusted by the NATIONAL GEODETIC SURVEY
 AH9074.in May 2000.
 AH9074
 AH9074.Significant digits in the geoid height do not necessarily reflect accuracy.
 AH9074.GEOID18 height accuracy estimate available here.
 AH9074
 AH9074.Click photographs - Photos may exist for this station.
 AH9074
 AH9074.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AH9074
 AH9074.The Laplace correction was computed from DEFLEC18 derived deflections.
 AH9074
 AH9074.The ellipsoidal height was determined by GPS observations
 AH9074.and is referenced to NAD 83.
 AH9074
 AH9074.The dynamic height is computed by dividing the NAVD 88
 AH9074.geopotential number by the normal gravity value computed on the
 AH9074.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH9074.degrees latitude (g = 980.6199 gals.).
 AH9074
 AH9074.The modeled gravity was interpolated from observed gravity values.
 AH9074
 AH9074. The following values were computed from the NAD 83(2011) position.
 AH9074
 AH9074;                    North         East     Units Scale Factor Converg.
 AH9074;SPC MN C     -   180,008.676   865,127.971   MT  0.99997982   +0 36 18.5
 AH9074;SPC MN C     -   590,578.46  2,838,340.68   sFT  0.99997982   +0 36 18.5
 AH9074;UTM  15      - 5,062,660.638   467,821.363   MT  0.99961273   -0 17 45.6
 AH9074
 AH9074!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH9074!SPC MN C     -   0.99995665  x   0.99997982  =   0.99993647
 AH9074!UTM  15      -   0.99995665  x   0.99961273  =   0.99956939
 AH9074
 AH9074_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL6782162660(NAD 83)
 AH9074
 AH9074                          SUPERSEDED SURVEY CONTROL
 AH9074
 AH9074  NAD 83(2007)-  45 43 00.30852(N)    093 24 48.47976(W) AD(2002.00) 1
 AH9074  ELLIP H (10/16/09)  276.555  (m)                       GP(2002.00) 3 1
 AH9074  NAVD 88             304.44   (m)          998.8    (f) LEVELING    3  
 AH9074
 AH9074.Superseded values are not recommended for survey control.
 AH9074
 AH9074.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH9074.See file dsdata.pdf to determine how the superseded data were derived.
 AH9074
 AH9074_MARKER: DD = SURVEY DISK
 AH9074_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 AH9074_STAMPING: 3002 K 1995
 AH9074_MARK LOGO: MNDT
 AH9074_PROJECTION: RECESSED 10 CENTIMETERS
 AH9074_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AH9074_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AH9074_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AH9074+SATELLITE: SATELLITE OBSERVATIONS - October 11, 2017
 AH9074_ROD/PIPE-DEPTH: 6.1 meters
 AH9074
 AH9074  HISTORY     - Date     Condition        Report By
 AH9074  HISTORY     - 1995     MONUMENTED       MNDT
 AH9074  HISTORY     - 20080709 GOOD             MNDT
 AH9074  HISTORY     - 20081015 GOOD             MNDT
 AH9074  HISTORY     - 20170601 GOOD             MNDT
 AH9074  HISTORY     - 20171011 GOOD             MNDT
 AH9074
 AH9074                          STATION DESCRIPTION
 AH9074
 AH9074'DESCRIBED BY MN DEPT OF TRANSP 1995 (WAS)
 AH9074'THE MARK IS LOCATED ABOUT 4 MI (6.4 KM) NE OF THE TOWN OF DALBO, IN
 AH9074'THE NE 1/4 OF SECTION 11, T37N, R25W.  TO REACH THE MARK FROM THE POST
 AH9074'OFFICE IN DALBO, GO WEST AND NORTH ALONG TH 47 FOR 4.65 MI (7.48 KM)
 AH9074'TO TH 47 MP 59.7 AND THE MARK ON THE RIGHT.  THE MARK, A DISK SET ON A
 AH9074'DRIVEN ALUMINUM ROD, IS 370 FT (112.8 M) EAST OF TH 47, 32 FT (9.8 M)
 AH9074'SOUTH OF 413TH AVE NW, 2.1 FT (0.6 M) WEST OF A P-POLE, AND 0.9 FT
 AH9074'(27.4 CM) EAST OF A WITNESS POST.
 AH9074
 AH9074                          STATION RECOVERY (2008)
 AH9074
 AH9074'RECOVERY NOTE BY MN DEPT OF TRANSP 2008 (WEF)
 AH9074'THE STATION IS LOCATED ABOUT 8.0 MI (12.9 KM) SOUTH OF OGILVIE, 7.9 MI
 AH9074'(12.7 KM) NORTHWEST OF SPRINGVALE AND 4.1 MI (6.6 KM) NORTH OF DALBO.
 AH9074'TO REACH TO THE MARK GO 4.65 MI (7.5 KM) WEST AND NORTH ALONG TRUNK
 AH9074'HIGHWAY 47 FROM THE POST OFFICE IN DALBO, AT TRUNK HIGHWAY 47 MILE
 AH9074'POINT 59.7, 370 FT (112.8 M) EAST OF TRUNK HIGHWAY 47, 32 FT (9.8 M)
 AH9074'SOUTH OF 413TH AVENUE NORTHWEST, 2.1 FT (0.6 M) WEST OF POWER POLE,
 AH9074'0.9 FT (0.3 M) EAST OF A WITNESS POST.
 AH9074
 AH9074                          STATION RECOVERY (2008)
 AH9074
 AH9074'RECOVERY NOTE BY MN DEPT OF TRANSP 2008 (MPP)
 AH9074'4.0 MILES NORTH-NORTHWEST OF DALBO, 4.65 MILES WEST AND NORTH ALONG
 AH9074'TRUNK HIGHWAY 47 FROM THE POST OFFICE IN DALBO, AT TRUNK HIGHWAY 47
 AH9074'MILEPOINT 59.7, 370 FEET EAST OF TRUNK HIGHWAY 47, 32 FEET SOUTH OF
 AH9074'413TH AVENUE NORTHWEST, 2.1 FEET WEST OF POWER POLE, 0.9 FOOT EAST OF
 AH9074'WITNESS POST.
 AH9074
 AH9074                          STATION RECOVERY (2017)
 AH9074
 AH9074'RECOVERY NOTE BY MN DEPT OF TRANSP 2017 (MAS)
 AH9074'RECOVERED AS DESCRIBED.
 AH9074
 AH9074                          STATION RECOVERY (2017)
 AH9074
 AH9074'RECOVERY NOTE BY MN DEPT OF TRANSP 2017 (MAS)
 AH9074'4.0 MI (6.4 KM) NORTH-NORTHWEST OF DALBO, 4.75 MI (7.64 KM) WEST AND
 AH9074'NORTH ALONG TRUNK HIGHWAY 47 FROM THE JUNCTION OF TRUNK HIGHWAY 47 AND
 AH9074'COUNTY ROAD 3 IN DALBO, AT TRUNK HIGHWAY 47 MILE POINT 59.7, 370 FT
 AH9074'(112.8 M) EAST OF TRUNK HIGHWAY 47, 32.0 FT (9.8 M) SOUTH OF 413TH
 AH9074'AVENUE NORTHWEST, 2.1 FT (0.6 M) WEST OF A POWER POLE, 1.0 FT (0.3 M)
 AH9074'EAST OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DL7261 ***********************************************************************
 DL7261  DESIGNATION -  3002 L
 DL7261  PID         -  DL7261
 DL7261  STATE/COUNTY-  MN/ISANTI
 DL7261  COUNTRY     -  US
 DL7261  USGS QUAD   -  DALBO (2019)
 DL7261
 DL7261                         *CURRENT SURVEY CONTROL
 DL7261  ______________________________________________________________________
 DL7261* NAD 83(2011) POSITION- 45 38 13.42110(N) 093 23 19.15571(W)   ADJUSTED
 DL7261* NAD 83(2011) ELLIP HT-   269.932 (meters)        (06/27/12)   ADJUSTED
 DL7261* NAD 83(2011) EPOCH   -  2010.00
 DL7261* NAVD 88 ORTHO HEIGHT -   298.053 (meters)      977.86  (feet) ADJUSTED
 DL7261  ______________________________________________________________________
 DL7261  GEOID HEIGHT    -        -28.115 (meters)                     GEOID18
 DL7261  NAD 83(2011) X  -   -264,064.458 (meters)                     COMP
 DL7261  NAD 83(2011) Y  - -4,459,626.848 (meters)                     COMP
 DL7261  NAD 83(2011) Z  -  4,537,326.413 (meters)                     COMP
 DL7261  LAPLACE CORR    -         -5.21  (seconds)                    DEFLEC18
 DL7261  DYNAMIC HEIGHT  -        298.043 (meters)      977.83  (feet) COMP
 DL7261  MODELED GRAVITY -    980,573.0   (mgal)                       NAVD 88
 DL7261
 DL7261  VERT ORDER      -  SECOND    CLASS I
 DL7261
 DL7261  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DL7261  Standards:
 DL7261         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DL7261            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DL7261  -------------------------------------------------------------------
 DL7261  NETWORK    0.47   0.49           0.20   0.18   0.25     -0.19080366
 DL7261  -------------------------------------------------------------------
 DL7261  Click here for local accuracies and other accuracy information.
 DL7261
 DL7261.The horizontal coordinates were established by GPS observations
 DL7261.and adjusted by the National Geodetic Survey in June 2012.
 DL7261
 DL7261.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DL7261.been affixed to the stable North American tectonic plate. See 
 DL7261.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DL7261
 DL7261.The horizontal coordinates are valid at the epoch date displayed above
 DL7261.which is a decimal equivalence of Year/Month/Day.
 DL7261
 DL7261.The orthometric height was determined by differential leveling and
 DL7261.adjusted by the NATIONAL GEODETIC SURVEY
 DL7261.in April 2021.
 DL7261
 DL7261.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL7261.GEOID18 height accuracy estimate available here.
 DL7261
 DL7261.Click photographs - Photos may exist for this station.
 DL7261
 DL7261.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DL7261
 DL7261.The Laplace correction was computed from DEFLEC18 derived deflections.
 DL7261
 DL7261.The ellipsoidal height was determined by GPS observations
 DL7261.and is referenced to NAD 83.
 DL7261
 DL7261.The dynamic height is computed by dividing the NAVD 88
 DL7261.geopotential number by the normal gravity value computed on the
 DL7261.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL7261.degrees latitude (g = 980.6199 gals.).
 DL7261
 DL7261.The modeled gravity was interpolated from observed gravity values.
 DL7261
 DL7261. The following values were computed from the NAD 83(2011) position.
 DL7261
 DL7261;                    North         East     Units Scale Factor Converg.
 DL7261;SPC MN C     -   171,172.767   867,155.959   MT  0.99999564   +0 37 23.1
 DL7261;SPC MN C     -   561,589.32  2,844,994.18   sFT  0.99999564   +0 37 23.1
 DL7261;UTM  15      - 5,053,797.261   469,709.442   MT  0.99961128   -0 16 40.3
 DL7261
 DL7261!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DL7261!SPC MN C     -   0.99995768  x   0.99999564  =   0.99995332
 DL7261!UTM  15      -   0.99995768  x   0.99961128  =   0.99956898
 DL7261
 DL7261:                Primary Azimuth Mark                     Grid Az
 DL7261:SPC MN C     -  3002 E RESET                             000 54 40.7
 DL7261:UTM  15      -  3002 E RESET                             001 48 44.1
 DL7261
 DL7261_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL6970953797(NAD 83)
 DL7261
 DL7261|---------------------------------------------------------------------|
 DL7261| PID    Reference Object                     Distance      Geod. Az  |
 DL7261|                                                           dddmmss.s |
 DL7261| DL7223 3002 E RESET                        APPROX. 1.6 KM 0013203.8 |
 DL7261|---------------------------------------------------------------------|
 DL7261
 DL7261                          SUPERSEDED SURVEY CONTROL
 DL7261
 DL7261  NAD 83(2007)-  45 38 13.42121(N)    093 23 19.15620(W) AD(2002.00) 1
 DL7261  ELLIP H (10/16/09)  269.961  (m)                       GP(2002.00) 3 1
 DL7261  NAVD 88 (02/24/11)  298.056  (m)          977.87   (f) SUPERSEDED  2 1
 DL7261  NAVD 88             298.06   (m)          977.9    (f) LEVELING    3  
 DL7261
 DL7261.Superseded values are not recommended for survey control.
 DL7261
 DL7261.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL7261.See file dsdata.pdf to determine how the superseded data were derived.
 DL7261
 DL7261_MARKER: I = METAL ROD
 DL7261_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DL7261_STAMPING: 3002 L 2008
 DL7261_MARK LOGO: MNDT
 DL7261_PROJECTION: RECESSED 5 CENTIMETERS
 DL7261_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DL7261_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL7261_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL7261+SATELLITE: SATELLITE OBSERVATIONS - October 11, 2017
 DL7261_ROD/PIPE-DEPTH: 15.2 meters
 DL7261
 DL7261  HISTORY     - Date     Condition        Report By
 DL7261  HISTORY     - 2008     MONUMENTED       MNDT
 DL7261  HISTORY     - 20171011 GOOD             MNDT
 DL7261
 DL7261                          STATION DESCRIPTION
 DL7261
 DL7261'DESCRIBED BY MN DEPT OF TRANSP 2008
 DL7261'1.5 MILES SOUTH ALONG TRUNK HIGHWAY 47 FROM JUNCTION OF TRUNK HIGHWAY
 DL7261'47 AND COUNTY ROAD 3 IN DALBO, AT TRUNK HIGHWAY 47 MILEPOINT 53.15,
 DL7261'67.2 FEET EAST OF TRUNK HIGHWAY 47, 85.6 FEET SOUTH OF COUNTY ROAD 6
 DL7261'(TO EAST), 1.7 FEET NORTHWEST OF WITNESS POST.
 DL7261
 DL7261                          STATION RECOVERY (2017)
 DL7261
 DL7261'RECOVERY NOTE BY MN DEPT OF TRANSP 2017 (MAS)
 DL7261'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DL7262 ***********************************************************************
 DL7262  DESIGNATION -  3002 M
 DL7262  PID         -  DL7262
 DL7262  STATE/COUNTY-  MN/ISANTI
 DL7262  COUNTRY     -  US
 DL7262  USGS QUAD   -  DALBO (2019)
 DL7262
 DL7262                         *CURRENT SURVEY CONTROL
 DL7262  ______________________________________________________________________
 DL7262* NAD 83(2011) POSITION- 45 39 30.46148(N) 093 23 36.24873(W)   ADJUSTED
 DL7262* NAD 83(2011) ELLIP HT-   267.572 (meters)        (06/27/12)   ADJUSTED
 DL7262* NAD 83(2011) EPOCH   -  2010.00
 DL7262* NAVD 88 ORTHO HEIGHT -   295.645 (meters)      969.96  (feet) ADJUSTED
 DL7262  ______________________________________________________________________
 DL7262  GEOID HEIGHT    -        -28.066 (meters)                     GEOID18
 DL7262  NAD 83(2011) X  -   -264,333.251 (meters)                     COMP
 DL7262  NAD 83(2011) Y  - -4,457,905.452 (meters)                     COMP
 DL7262  NAD 83(2011) Z  -  4,538,987.530 (meters)                     COMP
 DL7262  LAPLACE CORR    -         -5.17  (seconds)                    DEFLEC18
 DL7262  DYNAMIC HEIGHT  -        295.636 (meters)      969.93  (feet) COMP
 DL7262  MODELED GRAVITY -    980,576.3   (mgal)                       NAVD 88
 DL7262
 DL7262  VERT ORDER      -  SECOND    CLASS I
 DL7262
 DL7262  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DL7262  Standards:
 DL7262         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DL7262            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DL7262  -------------------------------------------------------------------
 DL7262  NETWORK    0.33   0.45           0.15   0.12   0.23     -0.01128837
 DL7262  -------------------------------------------------------------------
 DL7262  Click here for local accuracies and other accuracy information.
 DL7262
 DL7262.The horizontal coordinates were established by GPS observations
 DL7262.and adjusted by the National Geodetic Survey in June 2012.
 DL7262
 DL7262.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DL7262.been affixed to the stable North American tectonic plate. See 
 DL7262.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DL7262
 DL7262.The horizontal coordinates are valid at the epoch date displayed above
 DL7262.which is a decimal equivalence of Year/Month/Day.
 DL7262
 DL7262.The orthometric height was determined by differential leveling and
 DL7262.adjusted by the NATIONAL GEODETIC SURVEY
 DL7262.in April 2021.
 DL7262
 DL7262.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL7262.GEOID18 height accuracy estimate available here.
 DL7262
 DL7262.Click photographs - Photos may exist for this station.
 DL7262
 DL7262.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DL7262
 DL7262.The Laplace correction was computed from DEFLEC18 derived deflections.
 DL7262
 DL7262.The ellipsoidal height was determined by GPS observations
 DL7262.and is referenced to NAD 83.
 DL7262
 DL7262.The dynamic height is computed by dividing the NAVD 88
 DL7262.geopotential number by the normal gravity value computed on the
 DL7262.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL7262.degrees latitude (g = 980.6199 gals.).
 DL7262
 DL7262.The modeled gravity was interpolated from observed gravity values.
 DL7262
 DL7262. The following values were computed from the NAD 83(2011) position.
 DL7262
 DL7262;                    North         East     Units Scale Factor Converg.
 DL7262;SPC MN C     -   173,547.100   866,760.061   MT  0.99999121   +0 37 10.7
 DL7262;SPC MN C     -   569,379.11  2,843,695.30   sFT  0.99999121   +0 37 10.7
 DL7262;UTM  15      - 5,056,176.617   469,351.066   MT  0.99961155   -0 16 52.9
 DL7262
 DL7262!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DL7262!SPC MN C     -   0.99995805  x   0.99999121  =   0.99994926
 DL7262!UTM  15      -   0.99995805  x   0.99961155  =   0.99956962
 DL7262
 DL7262:                Primary Azimuth Mark                     Grid Az
 DL7262:SPC MN C     -  3002 E RESET                             151 46 03.3
 DL7262:UTM  15      -  3002 E RESET                             152 40 06.9
 DL7262
 DL7262_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL6935156176(NAD 83)
 DL7262
 DL7262|---------------------------------------------------------------------|
 DL7262| PID    Reference Object                     Distance      Geod. Az  |
 DL7262|                                                           dddmmss.s |
 DL7262| DL7223 3002 E RESET                        APPROX. 0.9 KM 1522314.0 |
 DL7262|---------------------------------------------------------------------|
 DL7262
 DL7262                          SUPERSEDED SURVEY CONTROL
 DL7262
 DL7262  NAD 83(2007)-  45 39 30.46146(N)    093 23 36.24910(W) AD(2002.00) 1
 DL7262  ELLIP H (10/16/09)  267.599  (m)                       GP(2002.00) 3 1
 DL7262  NAVD 88 (02/24/11)  295.646  (m)          969.97   (f) SUPERSEDED  2 1
 DL7262  NAVD 88             295.65   (m)          970.0    (f) LEVELING    3  
 DL7262
 DL7262.Superseded values are not recommended for survey control.
 DL7262
 DL7262.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL7262.See file dsdata.pdf to determine how the superseded data were derived.
 DL7262
 DL7262_MARKER: I = METAL ROD
 DL7262_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DL7262_STAMPING: 3002 M 2008
 DL7262_MARK LOGO: MNDT
 DL7262_PROJECTION: RECESSED 5 CENTIMETERS
 DL7262_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DL7262_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL7262_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL7262+SATELLITE: SATELLITE OBSERVATIONS - October 11, 2017
 DL7262_ROD/PIPE-DEPTH: 21.3 meters
 DL7262
 DL7262  HISTORY     - Date     Condition        Report By
 DL7262  HISTORY     - 20081126 MONUMENTED       MNDT
 DL7262  HISTORY     - 20100414 GOOD             MNDT
 DL7262  HISTORY     - 20171011 GOOD             MNDT
 DL7262
 DL7262                          STATION DESCRIPTION
 DL7262
 DL7262'DESCRIBED BY MN DEPT OF TRANSP 2008
 DL7262'0.5 MILE EAST OF DALBO, 0.1 MILE WEST ALONG TRUNK HIGHWAY 47 FROM
 DL7262'JUNCTION OF TRUNK HIGHWAY 47 AND COUNTY ROAD 3, AT TRUNK HIGHWAY 47
 DL7262'MILEPOINT 54.8, 44.7 FEET NORTH OF TRUNK HIGHWAY 47, 30 FEET EAST OF
 DL7262'ENTRANCE, 3.2 FEET WEST OF WITNESS POST.
 DL7262
 DL7262                          STATION RECOVERY (2010)
 DL7262
 DL7262'RECOVERY NOTE BY MN DEPT OF TRANSP 2010 (MAS)
 DL7262'THE MARK WAS RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.
 DL7262'THE MARK IS 0.5 MILE EAST OF DALBO, 0.1 MILE WEST ALONG TRUNK HIGHWAY
 DL7262'47 FROM JUNCTION OF TRUNK HIGHWAY 47 AND COUNTY ROAD 3 IN DALBO, AT
 DL7262'TRUNK HIGHWAY 47 MILEPOINT 54.8, 44.7 FEET NORTH OF TRUNK HIGHWAY 47,
 DL7262'30.0 FEET EAST OF ENTRANCE, 3.2 FEET WEST OF WITNESS POST.
 DL7262
 DL7262                          STATION RECOVERY (2017)
 DL7262
 DL7262'RECOVERY NOTE BY MN DEPT OF TRANSP 2017 (MAS)
 DL7262'IN DALBO, 0.05 MI (0.08 KM) WEST ALONG TRUNK HIGHWAY 47 FROM THE
 DL7262'JUNCTION OF TRUNK HIGHWAY 47 AND COUNTY ROAD 3 IN DALBO, AT TRUNK
 DL7262'HIGHWAY 47 MILE POINT 54.6, 44.7 FT (13.6 M) NORTHEAST OF TRUNK
 DL7262'HIGHWAY 47, 30.0 FT (9.1 M) SOUTHEAST OF AN ENTRANCE, 3.8 FT (1.2 M)
 DL7262'WEST-NORTHWEST OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DL7263 ***********************************************************************
 DL7263  DESIGNATION -  3002 N
 DL7263  PID         -  DL7263
 DL7263  STATE/COUNTY-  MN/ISANTI
 DL7263  COUNTRY     -  US
 DL7263  USGS QUAD   -  DALBO (2019)
 DL7263
 DL7263                         *CURRENT SURVEY CONTROL
 DL7263  ______________________________________________________________________
 DL7263* NAD 83(2011) POSITION- 45 39 33.12907(N) 093 24 25.07076(W)   ADJUSTED
 DL7263* NAD 83(2011) ELLIP HT-   269.929 (meters)        (06/27/12)   ADJUSTED
 DL7263* NAD 83(2011) EPOCH   -  2010.00
 DL7263* NAVD 88 ORTHO HEIGHT -   297.975 (meters)      977.61  (feet) ADJUSTED
 DL7263  ______________________________________________________________________
 DL7263  GEOID HEIGHT    -        -28.038 (meters)                     GEOID18
 DL7263  NAD 83(2011) X  -   -265,385.009 (meters)                     COMP
 DL7263  NAD 83(2011) Y  - -4,457,785.605 (meters)                     COMP
 DL7263  NAD 83(2011) Z  -  4,539,046.780 (meters)                     COMP
 DL7263  LAPLACE CORR    -         -5.26  (seconds)                    DEFLEC18
 DL7263  DYNAMIC HEIGHT  -        297.966 (meters)      977.58  (feet) COMP
 DL7263  MODELED GRAVITY -    980,578.1   (mgal)                       NAVD 88
 DL7263
 DL7263  VERT ORDER      -  SECOND    CLASS I
 DL7263
 DL7263  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DL7263  Standards:
 DL7263         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DL7263            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DL7263  -------------------------------------------------------------------
 DL7263  NETWORK    0.33   0.43           0.15   0.12   0.22     -0.04938231
 DL7263  -------------------------------------------------------------------
 DL7263  Click here for local accuracies and other accuracy information.
 DL7263
 DL7263.The horizontal coordinates were established by GPS observations
 DL7263.and adjusted by the National Geodetic Survey in June 2012.
 DL7263
 DL7263.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DL7263.been affixed to the stable North American tectonic plate. See 
 DL7263.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DL7263
 DL7263.The horizontal coordinates are valid at the epoch date displayed above
 DL7263.which is a decimal equivalence of Year/Month/Day.
 DL7263
 DL7263.The orthometric height was determined by differential leveling and
 DL7263.adjusted by the NATIONAL GEODETIC SURVEY
 DL7263.in April 2021.
 DL7263
 DL7263.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL7263.GEOID18 height accuracy estimate available here.
 DL7263
 DL7263.Click photographs - Photos may exist for this station.
 DL7263
 DL7263.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DL7263
 DL7263.The Laplace correction was computed from DEFLEC18 derived deflections.
 DL7263
 DL7263.The ellipsoidal height was determined by GPS observations
 DL7263.and is referenced to NAD 83.
 DL7263
 DL7263.The dynamic height is computed by dividing the NAVD 88
 DL7263.geopotential number by the normal gravity value computed on the
 DL7263.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL7263.degrees latitude (g = 980.6199 gals.).
 DL7263
 DL7263.The modeled gravity was interpolated from observed gravity values.
 DL7263
 DL7263. The following values were computed from the NAD 83(2011) position.
 DL7263
 DL7263;                    North         East     Units Scale Factor Converg.
 DL7263;SPC MN C     -   173,618.112   865,702.278   MT  0.99999105   +0 36 35.4
 DL7263;SPC MN C     -   569,612.09  2,840,224.89   sFT  0.99999105   +0 36 35.4
 DL7263;UTM  15      - 5,056,264.219   468,294.930   MT  0.99961236   -0 17 27.8
 DL7263
 DL7263!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DL7263!SPC MN C     -   0.99995768  x   0.99999105  =   0.99994873
 DL7263!UTM  15      -   0.99995768  x   0.99961236  =   0.99957006
 DL7263
 DL7263:                Primary Azimuth Mark                     Grid Az
 DL7263:SPC MN C     -  3002 M                                   093 50 26.6
 DL7263:UTM  15      -  3002 M                                   094 44 29.8
 DL7263
 DL7263_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL6829456264(NAD 83)
 DL7263
 DL7263|---------------------------------------------------------------------|
 DL7263| PID    Reference Object                     Distance      Geod. Az  |
 DL7263|                                                           dddmmss.s |
 DL7263| DL7262 3002 M                              APPROX. 1.1 KM 0942702.0 |
 DL7263| DL7264 3002 P                              APPROX. 1.6 KM 3530445.8 |
 DL7263|---------------------------------------------------------------------|
 DL7263
 DL7263                          SUPERSEDED SURVEY CONTROL
 DL7263
 DL7263  NAD 83(2007)-  45 39 33.12915(N)    093 24 25.07119(W) AD(2002.00) 1
 DL7263  ELLIP H (10/16/09)  269.958  (m)                       GP(2002.00) 3 1
 DL7263  NAVD 88 (02/24/11)  297.975  (m)          977.61   (f) SUPERSEDED  2 1
 DL7263  NAVD 88             297.98   (m)          977.6    (f) LEVELING    3  
 DL7263
 DL7263.Superseded values are not recommended for survey control.
 DL7263
 DL7263.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL7263.See file dsdata.pdf to determine how the superseded data were derived.
 DL7263
 DL7263_MARKER: I = METAL ROD
 DL7263_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DL7263_STAMPING: 3002 N 2008
 DL7263_MARK LOGO: MNDT
 DL7263_PROJECTION: RECESSED 3 CENTIMETERS
 DL7263_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DL7263_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL7263_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL7263+SATELLITE: SATELLITE OBSERVATIONS - October 12, 2017
 DL7263_ROD/PIPE-DEPTH: 15.2 meters
 DL7263
 DL7263  HISTORY     - Date     Condition        Report By
 DL7263  HISTORY     - 2008     MONUMENTED       MNDT
 DL7263  HISTORY     - 20171012 GOOD             MNDT
 DL7263
 DL7263                          STATION DESCRIPTION
 DL7263
 DL7263'DESCRIBED BY MN DEPT OF TRANSP 2008
 DL7263'0.5 MILE WEST OF DALBO, 0.02 MILE EAST OF JUNCTION OF TRUNK HIGHWAY
 DL7263'47, COUNTY ROAD 57 AND COUNTY ROAD 13, AT TRUNK HIGHWAY 47 MILEPOINT
 DL7263'55.8, 153.8 FEET SOUTH OF TRUNK HIGHWAY 47, 102 FEET EAST OF COUNTY
 DL7263'ROAD 57, 57.6 FEET NORTH OF POWER POLE NUMBER 09357, 1.7 FEET
 DL7263'NORTHEAST OF WITNESS POST.
 DL7263
 DL7263                          STATION RECOVERY (2017)
 DL7263
 DL7263'RECOVERY NOTE BY MN DEPT OF TRANSP 2017 (MAS)
 DL7263'0.5 MI (0.8 KM) WEST OF DALBO, 0.7 MI (1.1 KM) WEST ALONG TRUNK
 DL7263'HIGHWAY 47 FROM THE JUNCTION OF TRUNK HIGHWAY 47 AND COUNTY ROAD 3 IN
 DL7263'DALBO, AT TRUNK HIGHWAY 47 MILE POINT 55.3, 153.8 FT (46.9 M)
 DL7263'SOUTHWEST OF TRUNK HIGHWAY 47, 102 FT (31.1 M) SOUTHEAST OF COUNTY
 DL7263'ROAD 13 (381ST AVENUE NORTHWEST), 57.6 FT (17.6 M) NORTH OF POWER POLE
 DL7263'NUMBER 09357, 1.7 FT (0.5 M) NORTHEAST OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DL7264 ***********************************************************************
 DL7264  DESIGNATION -  3002 P
 DL7264  PID         -  DL7264
 DL7264  STATE/COUNTY-  MN/ISANTI
 DL7264  COUNTRY     -  US
 DL7264  USGS QUAD   -  DALBO (2019)
 DL7264
 DL7264                         *CURRENT SURVEY CONTROL
 DL7264  ______________________________________________________________________
 DL7264* NAD 83(2011) POSITION- 45 40 24.63444(N) 093 24 33.98837(W)   ADJUSTED
 DL7264* NAD 83(2011) ELLIP HT-   269.944 (meters)        (06/27/12)   ADJUSTED
 DL7264* NAD 83(2011) EPOCH   -  2010.00
 DL7264* NAVD 88 ORTHO HEIGHT -   297.955 (meters)      977.54  (feet) ADJUSTED
 DL7264  ______________________________________________________________________
 DL7264  GEOID HEIGHT    -        -28.006 (meters)                     GEOID18
 DL7264  NAD 83(2011) X  -   -265,510.091 (meters)                     COMP
 DL7264  NAD 83(2011) Y  - -4,456,638.693 (meters)                     COMP
 DL7264  NAD 83(2011) Z  -  4,540,158.094 (meters)                     COMP
 DL7264  LAPLACE CORR    -         -5.28  (seconds)                    DEFLEC18
 DL7264  DYNAMIC HEIGHT  -        297.947 (meters)      977.51  (feet) COMP
 DL7264  MODELED GRAVITY -    980,580.2   (mgal)                       NAVD 88
 DL7264
 DL7264  VERT ORDER      -  SECOND    CLASS I
 DL7264
 DL7264  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DL7264  Standards:
 DL7264         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DL7264            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DL7264  -------------------------------------------------------------------
 DL7264  NETWORK    0.35   0.47           0.16   0.12   0.24     -0.00524401
 DL7264  -------------------------------------------------------------------
 DL7264  Click here for local accuracies and other accuracy information.
 DL7264
 DL7264.The horizontal coordinates were established by GPS observations
 DL7264.and adjusted by the National Geodetic Survey in June 2012.
 DL7264
 DL7264.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DL7264.been affixed to the stable North American tectonic plate. See 
 DL7264.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DL7264
 DL7264.The horizontal coordinates are valid at the epoch date displayed above
 DL7264.which is a decimal equivalence of Year/Month/Day.
 DL7264
 DL7264.The orthometric height was determined by differential leveling and
 DL7264.adjusted by the NATIONAL GEODETIC SURVEY
 DL7264.in April 2021.
 DL7264
 DL7264.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL7264.GEOID18 height accuracy estimate available here.
 DL7264
 DL7264.Click photographs - Photos may exist for this station.
 DL7264
 DL7264.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DL7264
 DL7264.The Laplace correction was computed from DEFLEC18 derived deflections.
 DL7264
 DL7264.The ellipsoidal height was determined by GPS observations
 DL7264.and is referenced to NAD 83.
 DL7264
 DL7264.The dynamic height is computed by dividing the NAVD 88
 DL7264.geopotential number by the normal gravity value computed on the
 DL7264.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL7264.degrees latitude (g = 980.6199 gals.).
 DL7264
 DL7264.The modeled gravity was interpolated from observed gravity values.
 DL7264
 DL7264. The following values were computed from the NAD 83(2011) position.
 DL7264
 DL7264;                    North         East     Units Scale Factor Converg.
 DL7264;SPC MN C     -   175,206.108   865,492.356   MT  0.99998817   +0 36 29.0
 DL7264;SPC MN C     -   574,822.04  2,839,536.17   sFT  0.99998817   +0 36 29.0
 DL7264;UTM  15      - 5,057,854.720   468,110.072   MT  0.99961250   -0 17 34.5
 DL7264
 DL7264!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DL7264!SPC MN C     -   0.99995768  x   0.99998817  =   0.99994585
 DL7264!UTM  15      -   0.99995768  x   0.99961250  =   0.99957020
 DL7264
 DL7264:                Primary Azimuth Mark                     Grid Az
 DL7264:SPC MN C     -  3002 N                                   172 28 10.4
 DL7264:UTM  15      -  3002 N                                   173 22 13.9
 DL7264
 DL7264_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL6811057854(NAD 83)
 DL7264
 DL7264|---------------------------------------------------------------------|
 DL7264| PID    Reference Object                     Distance      Geod. Az  |
 DL7264|                                                           dddmmss.s |
 DL7264| DL7263 3002 N                              APPROX. 1.6 KM 1730439.4 |
 DL7264|---------------------------------------------------------------------|
 DL7264
 DL7264                          SUPERSEDED SURVEY CONTROL
 DL7264
 DL7264  NAD 83(2007)-  45 40 24.63452(N)    093 24 33.98878(W) AD(2002.00) 1
 DL7264  ELLIP H (10/16/09)  269.972  (m)                       GP(2002.00) 3 1
 DL7264  NAVD 88 (02/24/11)  297.956  (m)          977.54   (f) SUPERSEDED  2 1
 DL7264  NAVD 88             297.96   (m)          977.6    (f) LEVELING    3  
 DL7264
 DL7264.Superseded values are not recommended for survey control.
 DL7264
 DL7264.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL7264.See file dsdata.pdf to determine how the superseded data were derived.
 DL7264
 DL7264_MARKER: I = METAL ROD
 DL7264_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DL7264_STAMPING: 3002 P 2008
 DL7264_MARK LOGO: MNDT
 DL7264_PROJECTION: RECESSED 5 CENTIMETERS
 DL7264_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DL7264_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL7264_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL7264+SATELLITE: SATELLITE OBSERVATIONS - July 02, 2018
 DL7264_ROD/PIPE-DEPTH: 12.2 meters
 DL7264
 DL7264  HISTORY     - Date     Condition        Report By
 DL7264  HISTORY     - 20081201 MONUMENTED       MNDT
 DL7264  HISTORY     - 20170706 GOOD             MNDT
 DL7264  HISTORY     - 20171016 GOOD             MNDT
 DL7264  HISTORY     - 20180702 GOOD             MNDT
 DL7264
 DL7264                          STATION DESCRIPTION
 DL7264
 DL7264'DESCRIBED BY MN DEPT OF TRANSP 2008
 DL7264'1.25 MILE NORTHWEST OF DALBO, 1.0 MILE NORTH ALONG TRUNK HIGHWAY 47
 DL7264'FROM JUNCTION OF TRUNK HIGHWAY 47 AND COUNTY ROAD 57/13, AT TRUNK
 DL7264'HIGHWAY 47 MILEPOINT 56.6, 58.8 FEET EAST OF TRUNK HIGHWAY 47, 47.7
 DL7264'FEET NORTH OF ENTRANCE, 1.2 FEET WEST OF WITNESS POST.
 DL7264
 DL7264                          STATION RECOVERY (2017)
 DL7264
 DL7264'RECOVERY NOTE BY MN DEPT OF TRANSP 2017 (MXJ)
 DL7264'1.25 MILES NORTHWEST OF DALBO, 1.7 MILES NORTH ALONG TRUNK HIGHWAY 47
 DL7264'FROM THE JUNCTION OF TRUNK HIGHWAY 47 AND COUNTY ROAD 3 IN DALBO, AT
 DL7264'TRUNK HIGHWAY 47 MILEPOINT 56.6, 58.8 FEET EAST OF TRUNK HIGHWAY 47,
 DL7264'47.7 FEET NORTH OF AN ENTRANCE, 1.2 FEET WEST OF A WITNESS POST.
 DL7264
 DL7264                          STATION RECOVERY (2017)
 DL7264
 DL7264'RECOVERY NOTE BY MN DEPT OF TRANSP 2017 (MAS)
 DL7264'1.25 MI (2.01 KM) NORTHWEST OF DALBO, 1.7 MI (2.7 KM) NORTH ALONG
 DL7264'TRUNK HIGHWAY 47 FROM THE JUNCTION OF TRUNK HIGHWAY 47 AND COUNTY ROAD
 DL7264'3 IN DALBO, AT TRUNK HIGHWAY 47 MILE POINT 56.6, 58.8 FT (17.9 M) EAST
 DL7264'OF TRUNK HIGHWAY 47, 47.7 FT (14.5 M) NORTH OF AN ENTRANCE, 1.2 FT
 DL7264'(0.4 M) WEST OF A WITNESS POST.
 DL7264
 DL7264                          STATION RECOVERY (2018)
 DL7264
 DL7264'RECOVERY NOTE BY MN DEPT OF TRANSP 2018 (BXB)
 DL7264'1.25 MILES NORTHWEST OF DALBO, 1.7 MILES NORTH ALONG TRUNK HIGHWAY 47
 DL7264'FROM THE JUNCTION OF TRUNK HIGHWAY 47 AND COUNTY ROAD 3 IN DALBO, AT
 DL7264'TRUNK HIGHWAY 47 MILEPOINT 56.6, 58.8 FEET EAST OF TRUNK HIGHWAY 47,
 DL7264'47.7 FEET NORTH OF AN ENTRANCE, 1.2 FEET WEST OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DL7265 ***********************************************************************
 DL7265  DESIGNATION -  3002 Q
 DL7265  PID         -  DL7265
 DL7265  STATE/COUNTY-  MN/ISANTI
 DL7265  COUNTRY     -  US
 DL7265  USGS QUAD   -  DALBO (2019)
 DL7265
 DL7265                         *CURRENT SURVEY CONTROL
 DL7265  ______________________________________________________________________
 DL7265* NAD 83(2011) POSITION- 45 41 01.98480(N) 093 24 33.90435(W)   ADJUSTED
 DL7265* NAD 83(2011) ELLIP HT-   277.185 (meters)        (06/27/12)   ADJUSTED
 DL7265* NAD 83(2011) EPOCH   -  2010.00
 DL7265* NAVD 88 ORTHO HEIGHT -   305.180 (meters)     1001.24  (feet) ADJUSTED
 DL7265  ______________________________________________________________________
 DL7265  GEOID HEIGHT    -        -27.985 (meters)                     GEOID18
 DL7265  NAD 83(2011) X  -   -265,459.511 (meters)                     COMP
 DL7265  NAD 83(2011) Y  - -4,455,820.282 (meters)                     COMP
 DL7265  NAD 83(2011) Z  -  4,540,968.987 (meters)                     COMP
 DL7265  LAPLACE CORR    -         -5.24  (seconds)                    DEFLEC18
 DL7265  DYNAMIC HEIGHT  -        305.172 (meters)     1001.22  (feet) COMP
 DL7265  MODELED GRAVITY -    980,581.5   (mgal)                       NAVD 88
 DL7265
 DL7265  VERT ORDER      -  SECOND    CLASS I
 DL7265
 DL7265  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DL7265  Standards:
 DL7265         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DL7265            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DL7265  -------------------------------------------------------------------
 DL7265  NETWORK    0.45   0.49           0.21   0.15   0.25      0.07305723
 DL7265  -------------------------------------------------------------------
 DL7265  Click here for local accuracies and other accuracy information.
 DL7265
 DL7265.The horizontal coordinates were established by GPS observations
 DL7265.and adjusted by the National Geodetic Survey in June 2012.
 DL7265
 DL7265.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DL7265.been affixed to the stable North American tectonic plate. See 
 DL7265.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DL7265
 DL7265.The horizontal coordinates are valid at the epoch date displayed above
 DL7265.which is a decimal equivalence of Year/Month/Day.
 DL7265
 DL7265.The orthometric height was determined by differential leveling and
 DL7265.adjusted by the NATIONAL GEODETIC SURVEY
 DL7265.in April 2021.
 DL7265
 DL7265.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL7265.GEOID18 height accuracy estimate available here.
 DL7265
 DL7265.Click photographs - Photos may exist for this station.
 DL7265
 DL7265.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DL7265
 DL7265.The Laplace correction was computed from DEFLEC18 derived deflections.
 DL7265
 DL7265.The ellipsoidal height was determined by GPS observations
 DL7265.and is referenced to NAD 83.
 DL7265
 DL7265.The dynamic height is computed by dividing the NAVD 88
 DL7265.geopotential number by the normal gravity value computed on the
 DL7265.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL7265.degrees latitude (g = 980.6199 gals.).
 DL7265
 DL7265.The modeled gravity was interpolated from observed gravity values.
 DL7265
 DL7265. The following values were computed from the NAD 83(2011) position.
 DL7265
 DL7265;                    North         East     Units Scale Factor Converg.
 DL7265;SPC MN C     -   176,359.189   865,481.936   MT  0.99998611   +0 36 29.0
 DL7265;SPC MN C     -   578,605.11  2,839,501.99   sFT  0.99998611   +0 36 29.0
 DL7265;UTM  15      - 5,059,007.389   468,117.783   MT  0.99961250   -0 17 34.6
 DL7265
 DL7265!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DL7265!SPC MN C     -   0.99995655  x   0.99998611  =   0.99994266
 DL7265!UTM  15      -   0.99995655  x   0.99961250  =   0.99956906
 DL7265
 DL7265:                Primary Azimuth Mark                     Grid Az
 DL7265:SPC MN C     -  3002 P                                   179 28 56.3
 DL7265:UTM  15      -  3002 P                                   180 22 59.9
 DL7265
 DL7265_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL6811759007(NAD 83)
 DL7265
 DL7265|---------------------------------------------------------------------|
 DL7265| PID    Reference Object                     Distance      Geod. Az  |
 DL7265|                                                           dddmmss.s |
 DL7265| DL7264 3002 P                              APPROX. 1.2 KM 1800525.3 |
 DL7265| DL7224 3002 J RESET                        APPROX. 1.3 KM 3570123.1 |
 DL7265|---------------------------------------------------------------------|
 DL7265
 DL7265                          SUPERSEDED SURVEY CONTROL
 DL7265
 DL7265  NAD 83(2007)-  45 41 01.98490(N)    093 24 33.90474(W) AD(2002.00) 1
 DL7265  ELLIP H (10/16/09)  277.213  (m)                       GP(2002.00) 3 1
 DL7265  NAVD 88 (02/24/11)  305.179  (m)         1001.24   (f) SUPERSEDED  2 1
 DL7265  NAVD 88             305.18   (m)         1001.2    (f) LEVELING    3  
 DL7265
 DL7265.Superseded values are not recommended for survey control.
 DL7265
 DL7265.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL7265.See file dsdata.pdf to determine how the superseded data were derived.
 DL7265
 DL7265_MARKER: I = METAL ROD
 DL7265_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DL7265_STAMPING: 3002 Q 2008
 DL7265_MARK LOGO: MNDT
 DL7265_PROJECTION: RECESSED 5 CENTIMETERS
 DL7265_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DL7265_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL7265_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL7265+SATELLITE: SATELLITE OBSERVATIONS - October 16, 2017
 DL7265_ROD/PIPE-DEPTH: 16.8 meters
 DL7265
 DL7265  HISTORY     - Date     Condition        Report By
 DL7265  HISTORY     - 2008     MONUMENTED       MNDT
 DL7265  HISTORY     - 20170601 GOOD             MNDT
 DL7265  HISTORY     - 20171016 GOOD             MNDT
 DL7265
 DL7265                          STATION DESCRIPTION
 DL7265
 DL7265'DESCRIBED BY MN DEPT OF TRANSP 2008
 DL7265'2.0 MILES NORTHWEST OF DALBO, 1.75 MILES NORTH ALONG TRUNK HIGHWAY 47
 DL7265'FROM JUNCTION OF TRUNK HIGHWAY 47, COUNTY ROAD 13 AND COUNTY ROAD 57,
 DL7265'AT TRUNK HIGHWAY 47 MILEPOINT 57.3, 55.3 FEET EAST OF TRUNK HIGHWAY
 DL7265'47, 26 FEET NORTH OF FARM ENTRANCE, 19.4 FEET SOUTH OF POWER POLE, 1.9
 DL7265'FEET WEST OF WITNESS POST.
 DL7265
 DL7265                          STATION RECOVERY (2017)
 DL7265
 DL7265'RECOVERY NOTE BY MN DEPT OF TRANSP 2017 (MAS)
 DL7265'RECOVERED AS DESCRIBED.
 DL7265'
 DL7265'NOTE-THE STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM ROD
 DL7265'DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION REMOVABLE DISK
 DL7265'SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH PVC
 DL7265'PIPE BACK FILLED WITH WASHED SAND.
 DL7265
 DL7265                          STATION RECOVERY (2017)
 DL7265
 DL7265'RECOVERY NOTE BY MN DEPT OF TRANSP 2017 (MAS)
 DL7265'2.0 MI (3.2 KM) NORTHWEST OF DALBO, 2.4 MI (3.9 KM) NORTH ALONG TRUNK
 DL7265'HIGHWAY 47 FROM THE JUNCTION OF TRUNK HIGHWAY 47 AND COUNTY ROAD 3 IN
 DL7265'DALBO, AT TRUNK HIGHWAY 47 MILE POINT 57.3, 55.3 FT (16.9 M) EAST OF
 DL7265'TRUNK HIGHWAY 47, 26.0 FT (7.9 M) NORTH OF A FIELD ENTRANCE, 19.4 FT
 DL7265'(5.9 M) SOUTH-SOUTHWEST OF A POWER POLE, 1.5 FT (0.5 M) WEST OF A
 DL7265'WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DQ9870 ***********************************************************************
 DQ9870  DESIGNATION -  3002 R
 DQ9870  PID         -  DQ9870
 DQ9870  STATE/COUNTY-  MN/ISANTI
 DQ9870  COUNTRY     -  US
 DQ9870  USGS QUAD   -  DALBO (2019)
 DQ9870
 DQ9870                         *CURRENT SURVEY CONTROL
 DQ9870  ______________________________________________________________________
 DQ9870* NAD 83(2011) POSITION- 45 42 12.24181(N) 093 24 35.42349(W)   ADJUSTED
 DQ9870* NAD 83(2011) ELLIP HT-   285.102 (meters)        (12/03/18)   ADJUSTED
 DQ9870* NAD 83(2011) EPOCH   -  2010.00
 DQ9870* NAVD 88 ORTHO HEIGHT -   313.047 (meters)     1027.06  (feet) ADJUSTED
 DQ9870  ______________________________________________________________________
 DQ9870  GEOID HEIGHT    -        -27.948 (meters)                     GEOID18
 DQ9870  NAD 83(2011) X  -   -265,400.330 (meters)                     COMP
 DQ9870  NAD 83(2011) Y  - -4,454,274.289 (meters)                     COMP
 DQ9870  NAD 83(2011) Z  -  4,542,489.820 (meters)                     COMP
 DQ9870  LAPLACE CORR    -         -5.07  (seconds)                    DEFLEC18
 DQ9870  DYNAMIC HEIGHT  -        313.040 (meters)     1027.03  (feet) COMP
 DQ9870  MODELED GRAVITY -    980,584.2   (mgal)                       NAVD 88
 DQ9870
 DQ9870  VERT ORDER      -  SECOND    CLASS I
 DQ9870
 DQ9870  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DQ9870  Standards:
 DQ9870         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DQ9870            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DQ9870  -------------------------------------------------------------------
 DQ9870  NETWORK    0.63   1.10           0.29   0.21   0.56     -0.00861595
 DQ9870  -------------------------------------------------------------------
 DQ9870  Click here for local accuracies and other accuracy information.
 DQ9870
 DQ9870.The horizontal coordinates were established by GPS observations
 DQ9870.and adjusted by the MN DEPT OF TRANSP in December 2018.
 DQ9870
 DQ9870.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DQ9870.been affixed to the stable North American tectonic plate. See 
 DQ9870.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DQ9870
 DQ9870.The horizontal coordinates are valid at the epoch date displayed above
 DQ9870.which is a decimal equivalence of Year/Month/Day.
 DQ9870
 DQ9870.The orthometric height was determined by differential leveling and
 DQ9870.adjusted by the NATIONAL GEODETIC SURVEY
 DQ9870.in April 2021.
 DQ9870
 DQ9870.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ9870.GEOID18 height accuracy estimate available here.
 DQ9870
 DQ9870.Click photographs - Photos may exist for this station.
 DQ9870
 DQ9870.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DQ9870
 DQ9870.The Laplace correction was computed from DEFLEC18 derived deflections.
 DQ9870
 DQ9870.The ellipsoidal height was determined by GPS observations
 DQ9870.and is referenced to NAD 83.
 DQ9870
 DQ9870.The dynamic height is computed by dividing the NAVD 88
 DQ9870.geopotential number by the normal gravity value computed on the
 DQ9870.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ9870.degrees latitude (g = 980.6199 gals.).
 DQ9870
 DQ9870.The modeled gravity was interpolated from observed gravity values.
 DQ9870
 DQ9870. The following values were computed from the NAD 83(2011) position.
 DQ9870
 DQ9870;                    North         East     Units Scale Factor Converg.
 DQ9870;SPC MN C     -   178,527.778   865,426.057   MT  0.99998234   +0 36 27.9
 DQ9870;SPC MN C     -   585,719.88  2,839,318.66   sFT  0.99998234   +0 36 27.9
 DQ9870;UTM  15      - 5,061,175.783   468,096.021   MT  0.99961251   -0 17 36.0
 DQ9870
 DQ9870!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DQ9870!SPC MN C     -   0.99995531  x   0.99998234  =   0.99993765
 DQ9870!UTM  15      -   0.99995531  x   0.99961251  =   0.99956783
 DQ9870
 DQ9870_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL6809661175(NAD 83)
 DQ9870
 DQ9870                          SUPERSEDED SURVEY CONTROL
 DQ9870
 DQ9870  NAVD 88 (12/03/18)  313.07   (m)  GEOID12B model used  GPS OBS        
 DQ9870
 DQ9870.Superseded values are not recommended for survey control.
 DQ9870
 DQ9870.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DQ9870.See file dsdata.pdf to determine how the superseded data were derived.
 DQ9870
 DQ9870_MARKER: I = METAL ROD
 DQ9870_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DQ9870_STAMPING: 3002 R 2017
 DQ9870_MARK LOGO: MNDT
 DQ9870_PROJECTION: RECESSED 8 CENTIMETERS
 DQ9870_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DQ9870_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ9870_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ9870+SATELLITE: SATELLITE OBSERVATIONS - November 06, 2017
 DQ9870_ROD/PIPE-DEPTH: 16.5 meters
 DQ9870
 DQ9870  HISTORY     - Date     Condition        Report By
 DQ9870  HISTORY     - 20171106 MONUMENTED       MNDT
 DQ9870
 DQ9870                          STATION DESCRIPTION
 DQ9870
 DQ9870'DESCRIBED BY MN DEPT OF TRANSP 2017
 DQ9870'3.2 MILES NORTH OF DALBO, 3.75 MILES NORTH ALONG TRUNK HIGHWAY 47 FROM
 DQ9870'THE JUNCTION OF TRUNK HIGHWAY 47 AND COUNTY ROAD 3 IN DALBO, AT TRUNK
 DQ9870'HIGHWAY 47 MILEPOINT 58.75, 56.3 FEET WEST OF TRUNK HIGHWAY 47, 24.1
 DQ9870'FEET NORTH OF AN ENTRANCE, 41.8 FEET SOUTH-SOUTHEAST OF A POWER POLE
 DQ9870'WITH 3 GUY WIRES, 1.5 FEET EAST OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DQ9871 ***********************************************************************
 DQ9871  DESIGNATION -  3002 S
 DQ9871  PID         -  DQ9871
 DQ9871  STATE/COUNTY-  MN/ISANTI
 DQ9871  COUNTRY     -  US
 DQ9871  USGS QUAD   -  WYANETT (2019)
 DQ9871
 DQ9871                         *CURRENT SURVEY CONTROL
 DQ9871  ______________________________________________________________________
 DQ9871* NAD 83(2011) POSITION- 45 36 28.38671(N) 093 23 21.04375(W)   ADJUSTED
 DQ9871* NAD 83(2011) ELLIP HT-   263.435 (meters)        (12/03/18)   ADJUSTED
 DQ9871* NAD 83(2011) EPOCH   -  2010.00
 DQ9871* NAVD 88 ORTHO HEIGHT -   291.622 (meters)      956.76  (feet) ADJUSTED
 DQ9871  ______________________________________________________________________
 DQ9871  GEOID HEIGHT    -        -28.161 (meters)                     GEOID18
 DQ9871  NAD 83(2011) X  -   -264,242.037 (meters)                     COMP
 DQ9871  NAD 83(2011) Y  - -4,461,933.692 (meters)                     COMP
 DQ9871  NAD 83(2011) Z  -  4,535,053.743 (meters)                     COMP
 DQ9871  LAPLACE CORR    -         -5.16  (seconds)                    DEFLEC18
 DQ9871  DYNAMIC HEIGHT  -        291.610 (meters)      956.72  (feet) COMP
 DQ9871  MODELED GRAVITY -    980,569.6   (mgal)                       NAVD 88
 DQ9871
 DQ9871  VERT ORDER      -  SECOND    CLASS I
 DQ9871
 DQ9871  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DQ9871  Standards:
 DQ9871         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DQ9871            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DQ9871  -------------------------------------------------------------------
 DQ9871  NETWORK    0.80   1.49           0.35   0.30   0.76      0.01242199
 DQ9871  -------------------------------------------------------------------
 DQ9871  Click here for local accuracies and other accuracy information.
 DQ9871
 DQ9871.The horizontal coordinates were established by GPS observations
 DQ9871.and adjusted by the MN DEPT OF TRANSP in December 2018.
 DQ9871
 DQ9871.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DQ9871.been affixed to the stable North American tectonic plate. See 
 DQ9871.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DQ9871
 DQ9871.The horizontal coordinates are valid at the epoch date displayed above
 DQ9871.which is a decimal equivalence of Year/Month/Day.
 DQ9871
 DQ9871.The orthometric height was determined by differential leveling and
 DQ9871.adjusted by the NATIONAL GEODETIC SURVEY
 DQ9871.in April 2021.
 DQ9871
 DQ9871.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ9871.GEOID18 height accuracy estimate available here.
 DQ9871
 DQ9871.Click photographs - Photos may exist for this station.
 DQ9871
 DQ9871.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DQ9871
 DQ9871.The Laplace correction was computed from DEFLEC18 derived deflections.
 DQ9871
 DQ9871.The ellipsoidal height was determined by GPS observations
 DQ9871.and is referenced to NAD 83.
 DQ9871
 DQ9871.The dynamic height is computed by dividing the NAVD 88
 DQ9871.geopotential number by the normal gravity value computed on the
 DQ9871.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ9871.degrees latitude (g = 980.6199 gals.).
 DQ9871
 DQ9871.The modeled gravity was interpolated from observed gravity values.
 DQ9871
 DQ9871. The following values were computed from the NAD 83(2011) position.
 DQ9871
 DQ9871;                    North         East     Units Scale Factor Converg.
 DQ9871;SPC MN C     -   167,929.758   867,150.313   MT  1.00000191   +0 37 21.7
 DQ9871;SPC MN C     -   550,949.55  2,844,975.65   sFT  1.00000191   +0 37 21.7
 DQ9871;UTM  15      - 5,050,555.998   469,652.830   MT  0.99961132   -0 16 41.1
 DQ9871
 DQ9871!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DQ9871!SPC MN C     -   0.99995870  x   1.00000191  =   0.99996061
 DQ9871!UTM  15      -   0.99995870  x   0.99961132  =   0.99957004
 DQ9871
 DQ9871_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL6965250555(NAD 83)
 DQ9871
 DQ9871                          SUPERSEDED SURVEY CONTROL
 DQ9871
 DQ9871  NAVD 88 (12/03/18)  291.61   (m)  GEOID12B model used  GPS OBS        
 DQ9871
 DQ9871.Superseded values are not recommended for survey control.
 DQ9871
 DQ9871.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DQ9871.See file dsdata.pdf to determine how the superseded data were derived.
 DQ9871
 DQ9871_MARKER: F = FLANGE-ENCASED ROD
 DQ9871_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DQ9871_STAMPING: 3002 S 2017
 DQ9871_MARK LOGO: MNDT
 DQ9871_PROJECTION: RECESSED 5 CENTIMETERS
 DQ9871_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DQ9871_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ9871_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ9871+SATELLITE: SATELLITE OBSERVATIONS - July 02, 2018
 DQ9871_ROD/PIPE-DEPTH: 27.1 meters
 DQ9871
 DQ9871  HISTORY     - Date     Condition        Report By
 DQ9871  HISTORY     - 20171106 MONUMENTED       MNDT
 DQ9871  HISTORY     - 20180702 GOOD             MNDT
 DQ9871
 DQ9871                          STATION DESCRIPTION
 DQ9871
 DQ9871'DESCRIBED BY MN DEPT OF TRANSP 2017
 DQ9871'3.6 MILES SOUTH OF DALBO, 3.5 MILES SOUTH ALONG TRUNK HIGHWAY 47 FROM
 DQ9871'THE JUNCTION OF TRUNK HIGHWAY 47 AND COUNTY ROAD 3 IN DALBO, AT TRUNK
 DQ9871'HIGHWAY 47 MILEPOINT 51.1, 69.1 FEET WEST OF TRUNK HIGHWAY 47, 34.0
 DQ9871'FEET NORTH OF AN ENTRANCE, 13.1 FEET SOUTH-SOUTHEAST OF CABLE BOX
 DQ9871'NUMBER SP, 1.5 FEET EAST OF A WITNESS POST.
 DQ9871
 DQ9871                          STATION RECOVERY (2018)
 DQ9871
 DQ9871'RECOVERY NOTE BY MN DEPT OF TRANSP 2018 (TJD)
 DQ9871'RECOVERED AS DESCRIBED.
 DQ9871'
 DQ9871'NOTE-THE STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM ROD
 DQ9871'DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION REMOVABLE DISK
 DQ9871'SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH PVC
 DQ9871'PIPE BACK FILLED WITH WASHED SAND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DQ9872 ***********************************************************************
 DQ9872  DESIGNATION -  3002 T
 DQ9872  PID         -  DQ9872
 DQ9872  STATE/COUNTY-  MN/ISANTI
 DQ9872  COUNTRY     -  US
 DQ9872  USGS QUAD   -  WYANETT (2019)
 DQ9872
 DQ9872                         *CURRENT SURVEY CONTROL
 DQ9872  ______________________________________________________________________
 DQ9872* NAD 83(2011) POSITION- 45 35 43.56675(N) 093 23 21.11958(W)   ADJUSTED
 DQ9872* NAD 83(2011) ELLIP HT-   267.341 (meters)        (12/03/18)   ADJUSTED
 DQ9872* NAD 83(2011) EPOCH   -  2010.00
 DQ9872* NAVD 88 ORTHO HEIGHT -   295.517 (meters)      969.54  (feet) ADJUSTED
 DQ9872  ______________________________________________________________________
 DQ9872  GEOID HEIGHT    -        -28.179 (meters)                     GEOID18
 DQ9872  NAD 83(2011) X  -   -264,302.290 (meters)                     COMP
 DQ9872  NAD 83(2011) Y  - -4,462,923.304 (meters)                     COMP
 DQ9872  NAD 83(2011) Z  -  4,534,088.373 (meters)                     COMP
 DQ9872  LAPLACE CORR    -         -5.10  (seconds)                    DEFLEC18
 DQ9872  DYNAMIC HEIGHT  -        295.505 (meters)      969.50  (feet) COMP
 DQ9872  MODELED GRAVITY -    980,568.2   (mgal)                       NAVD 88
 DQ9872
 DQ9872  VERT ORDER      -  SECOND    CLASS I
 DQ9872
 DQ9872  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DQ9872  Standards:
 DQ9872         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DQ9872            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DQ9872  -------------------------------------------------------------------
 DQ9872  NETWORK    0.80   1.41           0.35   0.30   0.72      0.00617025
 DQ9872  -------------------------------------------------------------------
 DQ9872  Click here for local accuracies and other accuracy information.
 DQ9872
 DQ9872.The horizontal coordinates were established by GPS observations
 DQ9872.and adjusted by the MN DEPT OF TRANSP in December 2018.
 DQ9872
 DQ9872.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DQ9872.been affixed to the stable North American tectonic plate. See 
 DQ9872.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DQ9872
 DQ9872.The horizontal coordinates are valid at the epoch date displayed above
 DQ9872.which is a decimal equivalence of Year/Month/Day.
 DQ9872
 DQ9872.The orthometric height was determined by differential leveling and
 DQ9872.adjusted by the NATIONAL GEODETIC SURVEY
 DQ9872.in April 2021.
 DQ9872
 DQ9872.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ9872.GEOID18 height accuracy estimate available here.
 DQ9872
 DQ9872.Click photographs - Photos may exist for this station.
 DQ9872
 DQ9872.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DQ9872
 DQ9872.The Laplace correction was computed from DEFLEC18 derived deflections.
 DQ9872
 DQ9872.The ellipsoidal height was determined by GPS observations
 DQ9872.and is referenced to NAD 83.
 DQ9872
 DQ9872.The dynamic height is computed by dividing the NAVD 88
 DQ9872.geopotential number by the normal gravity value computed on the
 DQ9872.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ9872.degrees latitude (g = 980.6199 gals.).
 DQ9872
 DQ9872.The modeled gravity was interpolated from observed gravity values.
 DQ9872
 DQ9872. The following values were computed from the NAD 83(2011) position.
 DQ9872
 DQ9872;                    North         East     Units Scale Factor Converg.
 DQ9872;SPC MN C     -   166,546.082   867,163.708   MT  1.00000467   +0 37 21.7
 DQ9872;SPC MN C     -   546,409.94  2,845,019.60   sFT  1.00000467   +0 37 21.7
 DQ9872;UTM  15      - 5,049,172.824   469,644.475   MT  0.99961133   -0 16 41.0
 DQ9872
 DQ9872!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DQ9872!SPC MN C     -   0.99995809  x   1.00000467  =   0.99996276
 DQ9872!UTM  15      -   0.99995809  x   0.99961133  =   0.99956944
 DQ9872
 DQ9872_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL6964449172(NAD 83)
 DQ9872
 DQ9872                          SUPERSEDED SURVEY CONTROL
 DQ9872
 DQ9872  NAVD 88 (12/03/18)  295.53   (m)  GEOID12B model used  GPS OBS        
 DQ9872
 DQ9872.Superseded values are not recommended for survey control.
 DQ9872
 DQ9872.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DQ9872.See file dsdata.pdf to determine how the superseded data were derived.
 DQ9872
 DQ9872_MARKER: F = FLANGE-ENCASED ROD
 DQ9872_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DQ9872_STAMPING: 3002 T 2017
 DQ9872_MARK LOGO: MNDT
 DQ9872_PROJECTION: RECESSED 8 CENTIMETERS
 DQ9872_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DQ9872_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ9872_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ9872+SATELLITE: SATELLITE OBSERVATIONS - July 02, 2018
 DQ9872_ROD/PIPE-DEPTH: 22.3 meters
 DQ9872
 DQ9872  HISTORY     - Date     Condition        Report By
 DQ9872  HISTORY     - 20171106 MONUMENTED       MNDT
 DQ9872  HISTORY     - 20180702 GOOD             MNDT
 DQ9872
 DQ9872                          STATION DESCRIPTION
 DQ9872
 DQ9872'DESCRIBED BY MN DEPT OF TRANSP 2017
 DQ9872'4.4 MILES SOUTH OF DALBO, 4.4 MILES SOUTH ALONG TRUNK HIGHWAY 47 FROM
 DQ9872'THE JUNCTION OF TRUNK HIGHWAY 47 AND COUNTY ROAD 3 IN DALBO, AT TRUNK
 DQ9872'HIGHWAY 47 MILEPOINT 50.25, 71.3 FEET WEST OF TRUNK HIGHWAY 47, 1.5
 DQ9872'FEET EAST OF A WITNESS POST.
 DQ9872
 DQ9872                          STATION RECOVERY (2018)
 DQ9872
 DQ9872'RECOVERY NOTE BY MN DEPT OF TRANSP 2018 (TJD)
 DQ9872'RECOVERED AS DESCRIBED.
 DQ9872'
 DQ9872'NOTE-THE STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM ROD
 DQ9872'DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION REMOVABLE DISK
 DQ9872'SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH PVC
 DQ9872'PIPE BACK FILLED WITH WASHED SAND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 QO1213 ***********************************************************************
 QO1213  DESIGNATION -  3003 A
 QO1213  PID         -  QO1213
 QO1213  STATE/COUNTY-  MN/ISANTI
 QO1213  COUNTRY     -  US
 QO1213  USGS QUAD   -  ISANTI (2019)
 QO1213
 QO1213                         *CURRENT SURVEY CONTROL
 QO1213  ______________________________________________________________________
 QO1213* NAD 83(2011) POSITION- 45 25 28.85443(N) 093 14 09.57845(W)   ADJUSTED
 QO1213* NAD 83(2011) ELLIP HT-   255.779 (meters)        (09/10/18)   ADJUSTED
 QO1213* NAD 83(2011) EPOCH   -  2010.00
 QO1213* NAVD 88 ORTHO HEIGHT -   284.225 (meters)      932.49  (feet) ADJUSTED
 QO1213  ______________________________________________________________________
 QO1213  GEOID HEIGHT    -        -28.436 (meters)                     GEOID18
 QO1213  NAD 83(2011) X  -   -253,131.532 (meters)                     COMP
 QO1213  NAD 83(2011) Y  - -4,477,123.235 (meters)                     COMP
 QO1213  NAD 83(2011) Z  -  4,520,780.221 (meters)                     COMP
 QO1213  LAPLACE CORR    -         -2.37  (seconds)                    DEFLEC18
 QO1213  DYNAMIC HEIGHT  -        284.204 (meters)      932.43  (feet) COMP
 QO1213  MODELED GRAVITY -    980,536.9   (mgal)                       NAVD 88
 QO1213
 QO1213  VERT ORDER      -  SECOND    CLASS I
 QO1213
 QO1213  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 QO1213  Standards:
 QO1213         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 QO1213            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 QO1213  -------------------------------------------------------------------
 QO1213  NETWORK    0.63   1.08           0.28   0.23   0.55     -0.01752060
 QO1213  -------------------------------------------------------------------
 QO1213  Click here for local accuracies and other accuracy information.
 QO1213
 QO1213.The horizontal coordinates were established by GPS observations
 QO1213.and adjusted by the MN DEPT OF TRANSP in September 2018.
 QO1213
 QO1213.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 QO1213.been affixed to the stable North American tectonic plate. See 
 QO1213.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 QO1213
 QO1213.The horizontal coordinates are valid at the epoch date displayed above
 QO1213.which is a decimal equivalence of Year/Month/Day.
 QO1213
 QO1213.The orthometric height was determined by differential leveling and
 QO1213.adjusted by the NATIONAL GEODETIC SURVEY
 QO1213.in June 1991.
 QO1213
 QO1213.Significant digits in the geoid height do not necessarily reflect accuracy.
 QO1213.GEOID18 height accuracy estimate available here.
 QO1213
 QO1213.Click photographs - Photos may exist for this station.
 QO1213
 QO1213.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 QO1213
 QO1213.The Laplace correction was computed from DEFLEC18 derived deflections.
 QO1213
 QO1213.The ellipsoidal height was determined by GPS observations
 QO1213.and is referenced to NAD 83.
 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. The following values were computed from the NAD 83(2011) position.
 QO1213
 QO1213;                    North         East     Units Scale Factor Converg.
 QO1213;SPC MN C     -   147,710.801   879,359.913   MT  1.00004712   +0 44 00.7
 QO1213;SPC MN C     -   484,614.52  2,885,033.31   sFT  1.00004712   +0 44 00.7
 QO1213;UTM  15      - 5,030,156.009   481,537.977   MT  0.99960419   -0 10 05.2
 QO1213
 QO1213!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QO1213!SPC MN C     -   0.99995990  x   1.00004712  =   1.00000702
 QO1213!UTM  15      -   0.99995990  x   0.99960419  =   0.99956411
 QO1213
 QO1213_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL8153730156(NAD 83)
 QO1213
 QO1213                          SUPERSEDED SURVEY CONTROL
 QO1213
 QO1213.No superseded survey control is available for this station.
 QO1213
 QO1213_MARKER: DV = VERTICAL CONTROL DISK
 QO1213_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 QO1213_STAMPING: 3003 A 1977
 QO1213_MARK LOGO: MNHD
 QO1213_PROJECTION: FLUSH
 QO1213_MAGNETIC: I = MARKER IS A STEEL ROD
 QO1213_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QO1213_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QO1213+SATELLITE: SATELLITE OBSERVATIONS - July 05, 2018
 QO1213_ROD/PIPE-DEPTH: 7.32 meters
 QO1213
 QO1213  HISTORY     - Date     Condition        Report By
 QO1213  HISTORY     - 1977     MONUMENTED       MNHD
 QO1213  HISTORY     - 20080625 GOOD             MNDT
 QO1213  HISTORY     - 20120410 GOOD             FAMM
 QO1213  HISTORY     - 20150312 GOOD             MNDT
 QO1213  HISTORY     - 20170629 GOOD             MNDT
 QO1213  HISTORY     - 20170907 GOOD             MNDT
 QO1213  HISTORY     - 20180705 GOOD             MNDT
 QO1213
 QO1213                          STATION DESCRIPTION
 QO1213
 QO1213'DESCRIBED BY MN HIGHWAY DEPT 1977
 QO1213'4.8 MI SOUTH FROM ISANTI.
 QO1213'THE MARK IS LOCATED 4.8 MILES SOUTH ALONG TRUNK HIGHWAY 65 FROM THE
 QO1213'JUNCTION OF TRUNK HIGHWAY 65 AND COUNTY ROAD 5 AT ISANTI AND 0.7 MILES
 QO1213'NORTH OF ISANTI ANOKA COUNTY LINE, NEAR THE SOUTHEAST CORNER OF A
 QO1213'WOODED AREA. IT IS 94.2 FT. WEST OF AND 3 FT. LOWER THAN THE CENTER OF
 QO1213'SOUTHBOUND TRUNK HIGHWAY 65 AT MILEPOINT 31.15, 59.2 FT. NORTH OF
 QO1213'POWER POLE 029230, 25.1 FT. EAST OF A 10 INCH OAK TREE AND 20.7 FT.
 QO1213'NORTH OF A STEEL RIGHT OF WAY POST. IT IS 0.7 FT. EAST OF A STEEL
 QO1213'WITNESS POST.
 QO1213
 QO1213                          STATION RECOVERY (2008)
 QO1213
 QO1213'RECOVERY NOTE BY MN DEPT OF TRANSP 2008 (WEF)
 QO1213'THE STATION IS LOCATED ABOUT 7.6 MI (12.2 KM) NORTH-NORTHEAST OF
 QO1213'CEDAR, 6.5 MI (10.5 KM) EAST-NORTHEAST OF SAINT FRANCIS AND 4.6 MI
 QO1213'(7.4 KM) SOUTH OF ISANTI.
 QO1213'
 QO1213'TO REACH TO THE MARK GO 4.8 MI (7.7 KM) SOUTH OF THE JUNCTION OF TRUNK
 QO1213'HIGHWAY 65 AND COUNTY ROAD 5 AT ISANTI, 0.7 MI (1.1 KM) NORTH OF
 QO1213'COUNTY LINE, AT TRUNK HIGHWAY 65 MILE POINT 31.15, 94.2 FT (28.7 M)
 QO1213'WEST OF SOUTHBOUND TRUNK HIGHWAY 65, 59.2 FT (18.0 M) NORTH OF POWER
 QO1213'POLE 029230, 25.1 FT (7.7 M) EAST OF 10 INCH (25 CM) OAK TREE, 20.7 FT
 QO1213'(6.3 M) NORTH OF RIGHT OF WAY POST, 0.7 FT (0.2 M) EAST OF A WITNESS
 QO1213'POST.
 QO1213
 QO1213                          STATION RECOVERY (2012)
 QO1213
 QO1213'RECOVERY NOTE BY FUGRO AERIAL AND MOBILE MAPPING INC 2012
 QO1213'RECOVERED IN GOOD CONDITION.
 QO1213
 QO1213                          STATION RECOVERY (2015)
 QO1213
 QO1213'RECOVERY NOTE BY MN DEPT OF TRANSP 2015 (MAS)
 QO1213'RECOVERED AS DESCRIBED.
 QO1213
 QO1213                          STATION RECOVERY (2017)
 QO1213
 QO1213'RECOVERY NOTE BY MN DEPT OF TRANSP 2017 (MXH)
 QO1213'4.8 MILES SOUTH OF ISANTI, 4.8 MILES SOUTH ALONG TRUNK HIGHWAY 65 FROM
 QO1213'THE JUNCTION OF TRUNK HIGHWAY 65 AND COUNTY ROAD 5 IN ISANTI, AT TRUNK
 QO1213'HIGHWAY 65 MILEPOINT 31.15, 94.2 FEET WEST OF SOUTHBOUND TRUNK HIGHWAY
 QO1213'65, 59.2 FEET NORTH OF POWER POLE NUMBER 029230, 20.7 FEET NORTH OF A
 QO1213'RIGHT-OF-WAY POST, 1.5 FEET EAST OF A WITNESS POST.
 QO1213
 QO1213                          STATION RECOVERY (2017)
 QO1213
 QO1213'RECOVERY NOTE BY MN DEPT OF TRANSP 2017 (MAS)
 QO1213'4.8 MI (7.7 KM) SOUTH OF ISANTI, 4.8 MI (7.7 KM) SOUTH ALONG TRUNK
 QO1213'HIGHWAY 65 FROM THE JUNCTION OF TRUNK HIGHWAY 65 AND COUNTY ROAD 5 IN
 QO1213'ISANTI, AT TRUNK HIGHWAY 65 MILE POINT 31.15, 94.2 FT (28.7 M) WEST OF
 QO1213'SOUTHBOUND TRUNK HIGHWAY 65, 59.2 FT (18.0 M) NORTH OF POWER POLE
 QO1213'NUMBER 029230, 20.7 FT (6.3 M) NORTH OF A RIGHT-OF-WAY POST, 1.5 FT
 QO1213'(0.5 M) EAST OF A WITNESS POST.
 QO1213
 QO1213                          STATION RECOVERY (2018)
 QO1213
 QO1213'RECOVERY NOTE BY MN DEPT OF TRANSP 2018 (MXH)
 QO1213'4.8 MILES SOUTH OF ISANTI, 4.8 MILES SOUTH ALONG TRUNK HIGHWAY 65 FROM
 QO1213'THE JUNCTION OF TRUNK HIGHWAY 65 AND COUNTY ROAD 5 IN ISANTI, AT TRUNK
 QO1213'HIGHWAY 65 MILEPOINT 31.15, 94.2 FEET WEST OF SOUTHBOUND TRUNK HIGHWAY
 QO1213'65, 59.2 FEET NORTH OF POWER POLE NUMBER 029230, 20.7 FEET NORTH OF A
 QO1213'RIGHT-OF-WAY POST, 1.5 FEET EAST OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 QO1218 ***********************************************************************
 QO1218  DESIGNATION -  3003 B
 QO1218  PID         -  QO1218
 QO1218  STATE/COUNTY-  MN/ISANTI
 QO1218  COUNTRY     -  US
 QO1218  USGS QUAD   -  ISANTI (2019)
 QO1218
 QO1218                         *CURRENT SURVEY CONTROL
 QO1218  ______________________________________________________________________
 QO1218* NAD 83(1986) POSITION- 45 27 26.07   (N) 093 14 08.64   (W)   HD_HELD1
 QO1218* NAVD 88 ORTHO HEIGHT -   282.572 (meters)      927.07  (feet) ADJUSTED
 QO1218  ______________________________________________________________________
 QO1218  GEOID HEIGHT    -        -28.456 (meters)                     GEOID18
 QO1218  DYNAMIC HEIGHT  -        282.552 (meters)      927.01  (feet) COMP
 QO1218  MODELED GRAVITY -    980,540.3   (mgal)                       NAVD 88
 QO1218
 QO1218  VERT ORDER      -  SECOND    CLASS I
 QO1218
 QO1218.The horizontal coordinates were determined by differentially corrected
 QO1218.hand held GPS observations or other comparable positioning techniques
 QO1218.and have an estimated accuracy of +/- 3 meters.
 QO1218
 QO1218.The orthometric height was determined by differential leveling and
 QO1218.adjusted by the NATIONAL GEODETIC SURVEY
 QO1218.in September 2016.
 QO1218
 QO1218.Significant digits in the geoid height do not necessarily reflect accuracy.
 QO1218.GEOID18 height accuracy estimate available here.
 QO1218
 QO1218.Click photographs - Photos may exist for this station.
 QO1218
 QO1218.The dynamic height is computed by dividing the NAVD 88
 QO1218.geopotential number by the normal gravity value computed on the
 QO1218.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QO1218.degrees latitude (g = 980.6199 gals.).
 QO1218
 QO1218.The modeled gravity was interpolated from observed gravity values.
 QO1218
 QO1218;                    North         East    Units  Estimated Accuracy
 QO1218;SPC MN C     -   151,329.6     879,334.0     MT  (+/- 3 meters HH1 GPS) 
 QO1218
 QO1218_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL8156833773(NAD 83)
 QO1218
 QO1218                          SUPERSEDED SURVEY CONTROL
 QO1218
 QO1218  NAVD 88 (06/15/91)  282.586  (m)          927.12   (f) SUPERSEDED  2 1
 QO1218
 QO1218.Superseded values are not recommended for survey control.
 QO1218
 QO1218.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QO1218.See file dsdata.pdf to determine how the superseded data were derived.
 QO1218
 QO1218_MARKER: DV = VERTICAL CONTROL DISK
 QO1218_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 QO1218_SP_SET: CULVERT
 QO1218_STAMPING: 3003 B 1977
 QO1218_MARK LOGO: MNHD
 QO1218_MAGNETIC: N = NO MAGNETIC MATERIAL
 QO1218_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QO1218+STABILITY: SURFACE MOTION
 QO1218_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 QO1218+SATELLITE: SATELLITE OBSERVATIONS - September 07, 2017
 QO1218
 QO1218  HISTORY     - Date     Condition        Report By
 QO1218  HISTORY     - 1977     MONUMENTED       MNHD
 QO1218  HISTORY     - 20080625 GOOD             MNDT
 QO1218  HISTORY     - 20150312 GOOD             MNDT
 QO1218  HISTORY     - 20170907 GOOD             MNDT
 QO1218
 QO1218                          STATION DESCRIPTION
 QO1218
 QO1218'DESCRIBED BY MN HIGHWAY DEPT 1977
 QO1218'THE MARK IS LOCATED 2.5 MILES SOUTH ALONG TRUNK HIGHWAY 65 FROM THE
 QO1218'JUNCTION OF TRUNK HIGHWAY 65 AND COUNTY ROAD 5 AT ISANTI AND 3 MILES
 QO1218'NORTH OF THE ISANTI ANOKA COUNTY LINE. IT IS 72.9 FT. SOUTHEAST OF
 QO1218'POWER POLE 029289, 51.8 FT. WEST OF AND 5 FT. LOWER THAN THE CENTER
 QO1218'OF SOUTHBOUND TRUNK HIGHWAY 65 AT MILEPOINT 33.45 AND 29 FT. SOUTH OF
 QO1218'THE EXTENDED CENTER OF COUNTY ROAD 9 EAST. IT IS CEMENTED IN THE
 QO1218'NORTHEAST END OF THE NORTHWEST HEADWALL AROUND A 36 INCH CONCRETE
 QO1218'CULVERT UNDER TRUNK HIGHWAY 65. IT IS 4.5 FT. NORTHEAST OF THE CENTER
 QO1218'OF THE CULVERT AND 1 FT. HIGHER THAN THE NORTHEAST WINGWALL OF A FISH
 QO1218'CONTROL GATE.
 QO1218
 QO1218                          STATION RECOVERY (2008)
 QO1218
 QO1218'RECOVERY NOTE BY MN DEPT OF TRANSP 2008 (WEF)
 QO1218'THE STATION IS LOCATED ABOUT 7.9 MI (12.7 KM) SOUTHEAST OF BRADFORD,
 QO1218'7.7 MI (12.4 KM) NORTHEAST OF SAINT FRANCIS AND 2.4 MI (3.9 KM)
 QO1218'SOUTH-SOUTHEAST OF ISANTI.
 QO1218'
 QO1218'TO REACH TO THE MARK GO 2.5 MI (4.0 KM) SOUTH OF THE JUNCTION OF TRUNK
 QO1218'HIGHWAY 65 AND COUNTY ROAD 5 AT ISANTI, AT TRUNK HIGHWAY 65 MILE POINT
 QO1218'33.45, 51.8 FT (15.8 M) WEST OF SOUTHBOUND TRUNK HIGHWAY 65, 72.9 FT
 QO1218'(22.2 M) SOUTHEAST OF POWER POLE 029289, 29 FT (8.8 M) SOUTH OF
 QO1218'EXTENDED COUNTY ROAD 9 EAST, IN NORTHEAST END OF NORTHWEST HEADWALL OF
 QO1218'TRUNK HIGHWAY 65 CULVERT, 4.5 FT (1.4 M) NORTHEAST OF CENTER OF
 QO1218'CULVERT, 1 FT (0.3 M) WEST CAUTION POST.
 QO1218
 QO1218                          STATION RECOVERY (2015)
 QO1218
 QO1218'RECOVERY NOTE BY MN DEPT OF TRANSP 2015 (MAS)
 QO1218'RECOVERED AS DESCRIBED.
 QO1218
 QO1218                          STATION RECOVERY (2017)
 QO1218
 QO1218'RECOVERY NOTE BY MN DEPT OF TRANSP 2017 (MAS)
 QO1218'2.5 MI (4.0 KM) SOUTH OF ISANTI, IN THE NORTHEAST END OF THE NORTHWEST
 QO1218'HEADWALL OF A TRUNK HIGHWAY 65 CULVERT, 2.5 MI (4.0 KM) SOUTH ALONG
 QO1218'TRUNK HIGHWAY 65 FROM THE JUNCTION OF TRUNK HIGHWAY 65 AND COUNTY ROAD
 QO1218'5 IN ISANTI, AT TRUNK HIGHWAY 65 MILE POINT 33.45, 72.9 FT (22.2 M)
 QO1218'SOUTHEAST OF POWER POLE NUMBER 029289, 51.8 FT (15.8 M) WEST OF
 QO1218'SOUTHBOUND TRUNK HIGHWAY 65, 29.0 FT (8.8 M) SOUTH OF EXTENDED COUNTY
 QO1218'ROAD 9 EAST, 4.5 FT (1.4 M) NORTHEAST OF THE CENTER OF A CULVERT.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DQ0938 ***********************************************************************
 DQ0938  DESIGNATION -  3003 C RESET
 DQ0938  PID         -  DQ0938
 DQ0938  STATE/COUNTY-  MN/ISANTI
 DQ0938  COUNTRY     -  US
 DQ0938  USGS QUAD   -  CAMBRIDGE (2019)
 DQ0938
 DQ0938                         *CURRENT SURVEY CONTROL
 DQ0938  ______________________________________________________________________
 DQ0938* NAD 83(2011) POSITION- 45 30 33.22536(N) 093 14 05.68782(W)   ADJUSTED
 DQ0938* NAD 83(2011) ELLIP HT-   258.278 (meters)        (09/10/18)   ADJUSTED
 DQ0938* NAD 83(2011) EPOCH   -  2010.00
 DQ0938* NAVD 88 ORTHO HEIGHT -   286.740 (meters)      940.75  (feet) ADJUSTED
 DQ0938  ______________________________________________________________________
 DQ0938  GEOID HEIGHT    -        -28.455 (meters)                     GEOID18
 DQ0938  NAD 83(2011) X  -   -252,669.178 (meters)                     COMP
 DQ0938  NAD 83(2011) Y  - -4,470,441.774 (meters)                     COMP
 DQ0938  NAD 83(2011) Z  -  4,527,372.355 (meters)                     COMP
 DQ0938  LAPLACE CORR    -         -2.10  (seconds)                    DEFLEC18
 DQ0938  DYNAMIC HEIGHT  -        286.722 (meters)      940.69  (feet) COMP
 DQ0938  MODELED GRAVITY -    980,547.7   (mgal)                       NAVD 88
 DQ0938
 DQ0938  VERT ORDER      -  SECOND    CLASS I
 DQ0938
 DQ0938  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DQ0938  Standards:
 DQ0938         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DQ0938            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DQ0938  -------------------------------------------------------------------
 DQ0938  NETWORK    0.65   1.16           0.29   0.24   0.59     -0.04015143
 DQ0938  -------------------------------------------------------------------
 DQ0938  Click here for local accuracies and other accuracy information.
 DQ0938
 DQ0938.The horizontal coordinates were established by GPS observations
 DQ0938.and adjusted by the MN DEPT OF TRANSP in September 2018.
 DQ0938
 DQ0938.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DQ0938.been affixed to the stable North American tectonic plate. See 
 DQ0938.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DQ0938
 DQ0938.The horizontal coordinates are valid at the epoch date displayed above
 DQ0938.which is a decimal equivalence of Year/Month/Day.
 DQ0938
 DQ0938.The orthometric height was determined by differential leveling and
 DQ0938.adjusted by the NATIONAL GEODETIC SURVEY
 DQ0938.in September 2016.
 DQ0938
 DQ0938.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ0938.GEOID18 height accuracy estimate available here.
 DQ0938
 DQ0938.Click photographs - Photos may exist for this station.
 DQ0938
 DQ0938.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DQ0938
 DQ0938.The Laplace correction was computed from DEFLEC18 derived deflections.
 DQ0938
 DQ0938.The ellipsoidal height was determined by GPS observations
 DQ0938.and is referenced to NAD 83.
 DQ0938
 DQ0938.The dynamic height is computed by dividing the NAVD 88
 DQ0938.geopotential number by the normal gravity value computed on the
 DQ0938.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ0938.degrees latitude (g = 980.6199 gals.).
 DQ0938
 DQ0938.The modeled gravity was interpolated from observed gravity values.
 DQ0938
 DQ0938. The following values were computed from the NAD 83(2011) position.
 DQ0938
 DQ0938;                    North         East     Units Scale Factor Converg.
 DQ0938;SPC MN C     -   157,108.134   879,324.062   MT  1.00002501   +0 44 03.5
 DQ0938;SPC MN C     -   515,445.60  2,884,915.69   sFT  1.00002501   +0 44 03.5
 DQ0938;UTM  15      - 5,039,548.685   481,649.976   MT  0.99960414   -0 10 03.3
 DQ0938
 DQ0938!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DQ0938!SPC MN C     -   0.99995951  x   1.00002501  =   0.99998452
 DQ0938!UTM  15      -   0.99995951  x   0.99960414  =   0.99956367
 DQ0938
 DQ0938_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL8164939548(NAD 83)
 DQ0938
 DQ0938                          SUPERSEDED SURVEY CONTROL
 DQ0938
 DQ0938.No superseded survey control is available for this station.
 DQ0938
 DQ0938_MARKER: I = METAL ROD
 DQ0938_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 DQ0938_STAMPING: 3003 C RESET 2015
 DQ0938_MARK LOGO: MNDT
 DQ0938_PROJECTION: RECESSED 15 CENTIMETERS
 DQ0938_MAGNETIC: I = MARKER IS A STEEL ROD
 DQ0938_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ0938_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ0938+SATELLITE: SATELLITE OBSERVATIONS - July 03, 2018
 DQ0938_ROD/PIPE-DEPTH: 14.6 meters
 DQ0938
 DQ0938  HISTORY     - Date     Condition        Report By
 DQ0938  HISTORY     - 20150323 MONUMENTED       MNDT
 DQ0938  HISTORY     - 20170628 GOOD             MNDT
 DQ0938  HISTORY     - 20170919 GOOD             MNDT
 DQ0938  HISTORY     - 20180703 GOOD             MNDT
 DQ0938
 DQ0938                          STATION DESCRIPTION
 DQ0938
 DQ0938'DESCRIBED BY MN DEPT OF TRANSP 2015
 DQ0938'THE STATION IS LOCATED ABOUT 6.6 MI (10.6 KM) EAST OF BRADFORD, 4.4 MI
 DQ0938'(7.1 KM) SOUTH OF CAMBRIDGE AND 1.4 MI (2.3 KM) NORTH-NORTHEAST OF
 DQ0938'ISANTI.
 DQ0938'
 DQ0938'TO REACH THE MARK GO 1.15 MI (1.9 KM) NORTH ALONG TRUNK HIGHWAY 65
 DQ0938'FROM THE JUNCTION OF TRUNK HIGHWAY 65 AND COUNTY ROAD 5 IN ISANTI, AT
 DQ0938'TRUNK HIGHWAY 65 MILE POINT 37.00.
 DQ0938'
 DQ0938'THE MARK IS LOCATED 113.7 FT (34.7 M) SOUTH-SOUTHEAST OF TRUNK HIGHWAY
 DQ0938'65 MILEPOST 37, 71.3 FT (21.7 M) EAST OF NORTHBOUND TRUNK HIGHWAY 65,
 DQ0938'1.5 FT (0.5 M) WEST OF A WITNESS POST.
 DQ0938'
 DQ0938'NOTE - THE STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM
 DQ0938'ROD DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION REMOVABLE
 DQ0938'DISK SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH
 DQ0938'PVC PIPE BACK FILLED WITH WASHED SAND.
 DQ0938
 DQ0938                          STATION RECOVERY (2017)
 DQ0938
 DQ0938'RECOVERY NOTE BY MN DEPT OF TRANSP 2017 (MXL)
 DQ0938'1.15 MILES NORTH OF ISANTI, 1.15 MILES NORTH ALONG TRUNK HIGHWAY 65
 DQ0938'FROM THE JUNCTION OF TRUNK HIGHWAY 65 AND COUNTY ROAD 5 IN ISANTI, AT
 DQ0938'TRUNK HIGHWAY 65 MILEPOINT 37.00, 71.3 FEET EAST OF NORTHBOUND TRUNK
 DQ0938'HIGHWAY 65, 113.7 FEET SOUTH-SOUTHEAST OF TRUNK HIGHWAY 65 MILEPOST
 DQ0938'37, 1.5 FEET WEST OF A WITNESS POST.
 DQ0938
 DQ0938                          STATION RECOVERY (2017)
 DQ0938
 DQ0938'RECOVERY NOTE BY MN DEPT OF TRANSP 2017 (MAS)
 DQ0938'1.15 MI (1.85 KM) NORTH OF ISANTI, 1.15 MI (1.85 KM) NORTH ALONG TRUNK
 DQ0938'HIGHWAY 65 FROM THE JUNCTION OF TRUNK HIGHWAY 65 AND COUNTY ROAD 5 IN
 DQ0938'ISANTI, AT TRUNK HIGHWAY 65 MILE POINT 37.00, 71.3 FT (21.7 M) EAST OF
 DQ0938'NORTHBOUND TRUNK HIGHWAY 65, 113.7 FT (34.7 M) SOUTH-SOUTHEAST OF
 DQ0938'TRUNK HIGHWAY 65 MILEPOST 37, 1.5 FT (0.5 M) WEST OF A WITNESS POST.
 DQ0938
 DQ0938                          STATION RECOVERY (2018)
 DQ0938
 DQ0938'RECOVERY NOTE BY MN DEPT OF TRANSP 2018 (AXH)
 DQ0938'1.15 MILES NORTH OF ISANTI, 1.15 MILES NORTH ALONG TRUNK HIGHWAY 65
 DQ0938'FROM THE JUNCTION OF TRUNK HIGHWAY 65 AND COUNTY ROAD 5 IN ISANTI, AT
 DQ0938'TRUNK HIGHWAY 65 MILEPOINT 37.00, 71.3 FEET EAST OF NORTHBOUND TRUNK
 DQ0938'HIGHWAY 65, 113.7 FEET SOUTH-SOUTHEAST OF TRUNK HIGHWAY 65 MILEPOST
 DQ0938'37, 1.5 FEET WEST OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 QO1228 ***********************************************************************
 QO1228  DESIGNATION -  3003 D
 QO1228  PID         -  QO1228
 QO1228  STATE/COUNTY-  MN/ISANTI
 QO1228  COUNTRY     -  US
 QO1228  USGS QUAD   -  CAMBRIDGE (2019)
 QO1228
 QO1228                         *CURRENT SURVEY CONTROL
 QO1228  ______________________________________________________________________
 QO1228* NAD 83(1986) POSITION- 45 31 18.95   (N) 093 13 19.32   (W)   HD_HELD1
 QO1228* NAVD 88 ORTHO HEIGHT -   292.645 (meters)      960.12  (feet) ADJUSTED
 QO1228  ______________________________________________________________________
 QO1228  GEOID HEIGHT    -        -28.460 (meters)                     GEOID18
 QO1228  DYNAMIC HEIGHT  -        292.627 (meters)      960.06  (feet) COMP
 QO1228  MODELED GRAVITY -    980,548.5   (mgal)                       NAVD 88
 QO1228
 QO1228  VERT ORDER      -  SECOND    CLASS I
 QO1228
 QO1228.The horizontal coordinates were determined by differentially corrected
 QO1228.hand held GPS observations or other comparable positioning techniques
 QO1228.and have an estimated accuracy of +/- 3 meters.
 QO1228
 QO1228.The orthometric height was determined by differential leveling and
 QO1228.adjusted by the NATIONAL GEODETIC SURVEY
 QO1228.in September 2016.
 QO1228
 QO1228.Significant digits in the geoid height do not necessarily reflect accuracy.
 QO1228.GEOID18 height accuracy estimate available here.
 QO1228
 QO1228.Click photographs - Photos may exist for this station.
 QO1228
 QO1228.The dynamic height is computed by dividing the NAVD 88
 QO1228.geopotential number by the normal gravity value computed on the
 QO1228.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QO1228.degrees latitude (g = 980.6199 gals.).
 QO1228
 QO1228.The modeled gravity was interpolated from observed gravity values.
 QO1228
 QO1228;                    North         East    Units  Estimated Accuracy
 QO1228;SPC MN C     -   158,532.7     880,312.2     MT  (+/- 3 meters HH1 GPS) 
 QO1228
 QO1228_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL8265940956(NAD 83)
 QO1228
 QO1228                          SUPERSEDED SURVEY CONTROL
 QO1228
 QO1228  NAVD 88 (06/15/91)  292.657  (m)          960.16   (f) SUPERSEDED  2 1
 QO1228
 QO1228.Superseded values are not recommended for survey control.
 QO1228
 QO1228.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QO1228.See file dsdata.pdf to determine how the superseded data were derived.
 QO1228
 QO1228_MARKER: DV = VERTICAL CONTROL DISK
 QO1228_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 QO1228_STAMPING: 3003 D 1977
 QO1228_MARK LOGO: MNHD
 QO1228_PROJECTION: FLUSH
 QO1228_MAGNETIC: I = MARKER IS A STEEL ROD
 QO1228_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QO1228_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QO1228+SATELLITE: SATELLITE OBSERVATIONS - April 15, 2020
 QO1228_ROD/PIPE-DEPTH: 17.1 meters
 QO1228
 QO1228  HISTORY     - Date     Condition        Report By
 QO1228  HISTORY     - 1977     MONUMENTED       MNHD
 QO1228  HISTORY     - 20060625 GOOD             MNDT
 QO1228  HISTORY     - 20061104 GOOD             USPSQD
 QO1228  HISTORY     - 20150312 GOOD             MNDT
 QO1228  HISTORY     - 20170919 GOOD             MNDT
 QO1228  HISTORY     - 20200415 GOOD             MNDT
 QO1228
 QO1228                          STATION DESCRIPTION
 QO1228
 QO1228'DESCRIBED BY MN HIGHWAY DEPT 1977
 QO1228'3.55 MI SOUTH FROM CAMBRIDGE.  IT IS LOCATED 3.75 MILES SOUTH ALONG
 QO1228'TRUNK HIGHWAY 65 FROM THE JUNCTION OF TRUNK HIGHWAY 65 AND TRUNK
 QO1228'HIGHWAY 95 IN CAMBRIDGE, THENCE 0.7 MILES EAST ALONG COUNTY ROAD 19.
 QO1228'IT IS 123.0 FT. WEST OF NORTHERN NATURAL GAS PIPELINE TELEPHONE POLE.
 QO1228'31.8 FT. SOUTH OF AND LEVEL WITH THE CENTER OF COUNTY ROAD 19 AND 1.8
 QO1228'FT. NORTH OF A POWER POLE.  IT IS 1.0 FT. NORTH OF A STEEL WITNESS
 QO1228'POST.
 QO1228
 QO1228                          STATION RECOVERY (2006)
 QO1228
 QO1228'RECOVERY NOTE BY MN DEPT OF TRANSP 2006 (WEF)
 QO1228'THE STATION IS LOCATED ABOUT 7.1 MI (11.4 KM) EAST OF BRADFORD, 3.5 MI
 QO1228'(5.6 KM) SOUTH OF CAMBRIDGE AND 2.5 MI (4.0 KM) NORTH-NORTHEAST OF
 QO1228'ISANTI.
 QO1228'
 QO1228'TO REACH TO THE MARK GO 3.75 MI (6.0 KM) SOUTH AND 0.7 MI (1.1 KM)
 QO1228'EAST OF THE JUNCTION OF TRUNK HIGHWAY 65 AND TRUNK HIGHWAY 95 AT
 QO1228'CAMBRIDGE, 0.7 MI (1.1 KM) EAST OF TRUNK HIGHWAY 65, 31.8 FT (9.7 M)
 QO1228'SOUTH OF COUNTY ROAD 19, 123 FT (37.5 M) WEST OF PIPELINE POST 4-12,
 QO1228'1.8 FT (0.5 M) NORTH OF POWER POLE, 1.0 FT (0.3 M) NORTH OF A WITNESS
 QO1228'POST.
 QO1228
 QO1228                          STATION RECOVERY (2006)
 QO1228
 QO1228'RECOVERY NOTE BY US POWER SQUADRON 2006 (JCH)
 QO1228'RECOVERED IN GOOD CONDITION.
 QO1228
 QO1228                          STATION RECOVERY (2015)
 QO1228
 QO1228'RECOVERY NOTE BY MN DEPT OF TRANSP 2015 (KMS)
 QO1228'RECOVERED AS DESCRIBED.
 QO1228
 QO1228                          STATION RECOVERY (2017)
 QO1228
 QO1228'RECOVERY NOTE BY MN DEPT OF TRANSP 2017 (MAS)
 QO1228'3.5 MI (5.6 KM) SOUTH OF CAMBRIDGE, 3.75 MI (6.03 KM) SOUTHWEST ALONG
 QO1228'TRUNK HIGHWAY 65 FROM THE JUNCTION OF TRUNK HIGHWAY 65 AND TRUNK
 QO1228'HIGHWAY 95 IN CAMBRIDGE TO TRUNK HIGHWAY 65 MILE POINT 37.9, THEN 0.7
 QO1228'MI (1.1 KM) EAST ON COUNTY ROAD 19 (305TH AVENUE), 123 FT (37.5 M)
 QO1228'WEST OF PIPELINE POST NUMBER 4-12, 31.8 FT (9.7 M) SOUTH OF COUNTY
 QO1228'ROAD 19, 1.0 FT (0.3 M) NORTHEAST OF A WITNESS POST.
 QO1228
 QO1228                          STATION RECOVERY (2020)
 QO1228
 QO1228'RECOVERY NOTE BY MN DEPT OF TRANSP 2020 (TJD)
 QO1228'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 QO1237 ***********************************************************************
 QO1237  DESIGNATION -  3003 G
 QO1237  PID         -  QO1237
 QO1237  STATE/COUNTY-  MN/ISANTI
 QO1237  COUNTRY     -  US
 QO1237  USGS QUAD   -  CAMBRIDGE (2019)
 QO1237
 QO1237                         *CURRENT SURVEY CONTROL
 QO1237  ______________________________________________________________________
 QO1237* NAD 83(1986) POSITION- 45 33 30.46   (N) 093 13 25.87   (W)   HD_HELD1
 QO1237* NAVD 88 ORTHO HEIGHT -   292.895 (meters)      960.94  (feet) ADJUSTED
 QO1237  ______________________________________________________________________
 QO1237  GEOID HEIGHT    -        -28.446 (meters)                     GEOID18
 QO1237  DYNAMIC HEIGHT  -        292.878 (meters)      960.88  (feet) COMP
 QO1237  MODELED GRAVITY -    980,552.1   (mgal)                       NAVD 88
 QO1237
 QO1237  VERT ORDER      -  SECOND    CLASS I
 QO1237
 QO1237.The horizontal coordinates were determined by differentially corrected
 QO1237.hand held GPS observations or other comparable positioning techniques
 QO1237.and have an estimated accuracy of +/- 3 meters.
 QO1237
 QO1237.The orthometric height was determined by differential leveling and
 QO1237.adjusted by the NATIONAL GEODETIC SURVEY
 QO1237.in June 1991.
 QO1237
 QO1237.Significant digits in the geoid height do not necessarily reflect accuracy.
 QO1237.GEOID18 height accuracy estimate available here.
 QO1237
 QO1237.Click photographs - Photos may exist for this station.
 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     -   162,590.7     880,117.4     MT  (+/- 3 meters HH1 GPS) 
 QO1237
 QO1237_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL8252945015(NAD 83)
 QO1237
 QO1237                          SUPERSEDED SURVEY CONTROL
 QO1237
 QO1237.No superseded survey control is available for this station.
 QO1237
 QO1237_MARKER: DB = BENCH MARK DISK
 QO1237_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 QO1237_STAMPING: 3003 G 1977
 QO1237_MARK LOGO: MNHD
 QO1237_PROJECTION: FLUSH
 QO1237_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 QO1237_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QO1237_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 QO1237+SATELLITE: SATELLITE OBSERVATIONS - September 18, 2017
 QO1237
 QO1237  HISTORY     - Date     Condition        Report By
 QO1237  HISTORY     - 19770401 MONUMENTED       MNHD
 QO1237  HISTORY     - 20061119 GOOD             USPSQD
 QO1237  HISTORY     - 20080630 MARK NOT FOUND   MNDT
 QO1237  HISTORY     - 20150316 GOOD             MNDT
 QO1237  HISTORY     - 20170918 GOOD             MNDT
 QO1237
 QO1237                          STATION DESCRIPTION
 QO1237
 QO1237'DESCRIBED BY MN HIGHWAY DEPT 1977
 QO1237'1.0 MI SOUTH FROM CAMBRIDGE.
 QO1237'THE MARK IS LOCATED 0.5 MILE SOUTH ALONG TRUNK HIGHWAY 65 FROM THE
 QO1237'JUNCTION OF TRUNK HIGHWAY 65 AND TRUNK HIGHWAY 95 IN CAMBRIDGE, THENCE
 QO1237'EAST ACROSS THE RAILROAD TRACK AND SOUTH 0.45 MILE ALONG COUNTY ROAD
 QO1237'45 TO THE JUNCTION WITH COUNTY ROAD 67 NEAR THE SOUTHEAST CORNER OF A
 QO1237'CEMETERY. IT IS 27.3 FT. WEST OF THE CENTER OF A NORTH SOUTH ROAD,
 QO1237'26 FT. NORTH OF THE EXTENDED CENTER OF A T ROAD WEST COUNTY ROAD 45,
 QO1237'47.0 FT. EAST SOUTHEAST OF THE SOUTHEAST CORNER OF A GRAVE MARKER
 QO1237'EMMET NILES, 7.8 FT. WEST OF THE NORTH END OF A 12 INCH METAL CULVERT
 QO1237'UNDER THE CEMETERY ENTRANCE AND 6 FT. EAST OF A 36 INCH NORWAY PINE
 QO1237'TREE.
 QO1237
 QO1237                          STATION RECOVERY (2006)
 QO1237
 QO1237'RECOVERY NOTE BY US POWER SQUADRON 2006 (JCH)
 QO1237'STATE HIGHWAY 65 HAS BEEN RELOCATED EAST TO BYPASS THE CENTER OF THE
 QO1237'TOWN OF CAMBRIDGE.  WHAT WAS HIGHWAY 65 IN THE TOWN OF CAMBRIDGE IS
 QO1237'NOW MAIN STREET.
 QO1237'
 QO1237'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 95 AND MAIN
 QO1237'STREET IN CAMBRIDGE GO SOUTH ALONG SOUTH MAIN STREET APPROXIMATELY .5
 QO1237'MI TO 11TH AVENUE SE ON THE LEFT.
 QO1237'TURN LEFT, GO ACROSS THE RAILROAD TRACKS AND CONTINUE EAST ALONG 11TH
 QO1237'AVENUE SE FOR .1 MI TO OLD SOUTH MAIN STREET ON THE RIGHT.
 QO1237'TURN RIGHT AND GO SOUTH ALONG OLD SOUTH MAIN STREET .2 MI TO THE SE
 QO1237'CORNER OF A CEMETARY, THE JUNCTION WITH 16TH AVENUE SE ON THE LEFT AND
 QO1237'THE STATION ON THE RIGHT.
 QO1237'
 QO1237'THE STATION IS 27 FT WEST OF THE CENTER OF OLD SOUTH MAIN STREET, 26
 QO1237'FT NORTH OF THE EXTENDED CENTER OF 16TH AVENUE SE, 47 FT E-SE OF THE
 QO1237'SW CORNER OF THE VERTICAL GRAVESTONE OF EMMET NILES AND 6 FT EAST OF A
 QO1237'PINE TREE.  THERE IS NO LONGER A CULVERT UNDER THE CEMETERY ENTRANCE.
 QO1237
 QO1237                          STATION RECOVERY (2008)
 QO1237
 QO1237'RECOVERY NOTE BY MN DEPT OF TRANSP 2008 (WEF)
 QO1237'THE MARK WAS NOT RECOVERED.
 QO1237
 QO1237                          STATION RECOVERY (2015)
 QO1237
 QO1237'RECOVERY NOTE BY MN DEPT OF TRANSP 2015 (KMS)
 QO1237'THE STATION IS LOCATED ABOUT 6.4 MI (10.3 KM) SOUTHEAST OF SPRINGVALE,
 QO1237'4.9 MI (7.9 KM) NORTH-NORTHEAST OF ISANTI AND 1.0 MI (1.6 KM) SOUTH OF
 QO1237'CAMBRIDGE.
 QO1237'
 QO1237'TO REACH THE MARK GO 0.1 MI (0.2 KM) EAST ALONG COUNTY ROAD 43 FROM
 QO1237'THE JUNCTION OF COUNTY ROAD 43 AND TRUNK HIGHWAY 65, THEN 1.75 MI (2.8
 QO1237'KM) NORTH ALONG COUNTY ROAD 67, THEN 0.25 MI (0.4 KM) WEST ALONG 16TH
 QO1237'AVENUE SOUTHEAST.
 QO1237'
 QO1237'THE MARK IS LOCATED 69.5 FT (21.2 M) SOUTHWEST OF 16TH AVENUE
 QO1237'SOUTHEAST, 63.0 FT (19.2 M) WEST OF OLD MAIN STREET, 17.0 FT (5.2 M)
 QO1237'NORTH OF NORTH ROAD OF CEMETERY, AT SOUTHEAST CORNER OF CEMETERY, 47
 QO1237'FT (14.3 M) EAST-SOUTHEAST OF THE SOUTHEAST CORNER OF EMMET NILES
 QO1237'GRAVESTONE, 6.0 FT (1.8 M) EAST OF 36 INCH PINE TREE.
 QO1237
 QO1237                          STATION RECOVERY (2017)
 QO1237
 QO1237'RECOVERY NOTE BY MN DEPT OF TRANSP 2017 (MAS)
 QO1237'IN CAMBRIDGE, 0.1 MI (0.2 KM) EAST ALONG COUNTY ROAD 43 FROM THE
 QO1237'JUNCTION OF COUNTY ROAD 43 AND TRUNK HIGHWAY 65, THEN 1.75 MI (2.82
 QO1237'KM) NORTH ALONG COUNTY ROAD 67, THEN 0.25 MI (0.40 KM) WEST ALONG 16TH
 QO1237'AVENUE SOUTHEAST, 69.5 FT (21.2 M) SOUTHWEST OF 16TH AVENUE SOUTHEAST,
 QO1237'63.0 FT (19.2 M) WEST OF OLD MAIN STREET, 17.0 FT (5.2 M) NORTH OF THE
 QO1237'NORTH ROAD OF A CEMETERY, AT THE SOUTHEAST CORNER OF A CEMETERY, 47.0
 QO1237'FT (14.3 M) EAST-SOUTHEAST OF THE SOUTHEAST CORNER OF THE EMMET NILES
 QO1237'GRAVESTONE, 6.0 FT (1.8 M) EAST OF A 36 INCH DIAMETER PINE TREE.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DQ0935 ***********************************************************************
 DQ0935  DESIGNATION -  3003 K
 DQ0935  PID         -  DQ0935
 DQ0935  STATE/COUNTY-  MN/ISANTI
 DQ0935  COUNTRY     -  US
 DQ0935  USGS QUAD   -  ISANTI (2019)
 DQ0935
 DQ0935                         *CURRENT SURVEY CONTROL
 DQ0935  ______________________________________________________________________
 DQ0935* NAD 83(2011) POSITION- 45 27 23.61921(N) 093 14 08.93494(W)   ADJUSTED
 DQ0935* NAD 83(2011) ELLIP HT-   255.251 (meters)        (09/10/18)   ADJUSTED
 DQ0935* NAD 83(2011) EPOCH   -  2010.00
 DQ0935* NAVD 88 ORTHO HEIGHT -   283.717 (meters)      930.83  (feet) ADJUSTED
 DQ0935  ______________________________________________________________________
 DQ0935  GEOID HEIGHT    -        -28.456 (meters)                     GEOID18
 DQ0935  NAD 83(2011) X  -   -252,975.040 (meters)                     COMP
 DQ0935  NAD 83(2011) Y  - -4,474,603.068 (meters)                     COMP
 DQ0935  NAD 83(2011) Z  -  4,523,265.923 (meters)                     COMP
 DQ0935  LAPLACE CORR    -         -2.67  (seconds)                    DEFLEC18
 DQ0935  DYNAMIC HEIGHT  -        283.698 (meters)      930.77  (feet) COMP
 DQ0935  MODELED GRAVITY -    980,540.2   (mgal)                       NAVD 88
 DQ0935
 DQ0935  VERT ORDER      -  SECOND    CLASS I
 DQ0935
 DQ0935  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DQ0935  Standards:
 DQ0935         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DQ0935            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DQ0935  -------------------------------------------------------------------
 DQ0935  NETWORK    0.57   1.00           0.25   0.21   0.51     -0.00900159
 DQ0935  -------------------------------------------------------------------
 DQ0935  Click here for local accuracies and other accuracy information.
 DQ0935
 DQ0935.The horizontal coordinates were established by GPS observations
 DQ0935.and adjusted by the MN DEPT OF TRANSP in September 2018.
 DQ0935
 DQ0935.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DQ0935.been affixed to the stable North American tectonic plate. See 
 DQ0935.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DQ0935
 DQ0935.The horizontal coordinates are valid at the epoch date displayed above
 DQ0935.which is a decimal equivalence of Year/Month/Day.
 DQ0935
 DQ0935.The orthometric height was determined by differential leveling and
 DQ0935.adjusted by the NATIONAL GEODETIC SURVEY
 DQ0935.in September 2016.
 DQ0935
 DQ0935.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ0935.GEOID18 height accuracy estimate available here.
 DQ0935
 DQ0935.Click photographs - Photos may exist for this station.
 DQ0935
 DQ0935.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DQ0935
 DQ0935.The Laplace correction was computed from DEFLEC18 derived deflections.
 DQ0935
 DQ0935.The ellipsoidal height was determined by GPS observations
 DQ0935.and is referenced to NAD 83.
 DQ0935
 DQ0935.The dynamic height is computed by dividing the NAVD 88
 DQ0935.geopotential number by the normal gravity value computed on the
 DQ0935.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ0935.degrees latitude (g = 980.6199 gals.).
 DQ0935
 DQ0935.The modeled gravity was interpolated from observed gravity values.
 DQ0935
 DQ0935. The following values were computed from the NAD 83(2011) position.
 DQ0935
 DQ0935;                    North         East     Units Scale Factor Converg.
 DQ0935;SPC MN C     -   151,253.898   879,328.534   MT  1.00003853   +0 44 01.1
 DQ0935;SPC MN C     -   496,238.83  2,884,930.37   sFT  1.00003853   +0 44 01.1
 DQ0935;UTM  15      - 5,033,697.606   481,562.347   MT  0.99960418   -0 10 05.1
 DQ0935
 DQ0935!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DQ0935!SPC MN C     -   0.99995998  x   1.00003853  =   0.99999851
 DQ0935!UTM  15      -   0.99995998  x   0.99960418  =   0.99956418
 DQ0935
 DQ0935_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL8156233697(NAD 83)
 DQ0935
 DQ0935                          SUPERSEDED SURVEY CONTROL
 DQ0935
 DQ0935.No superseded survey control is available for this station.
 DQ0935
 DQ0935_MARKER: I = METAL ROD
 DQ0935_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DQ0935_STAMPING: 3003 K 2015
 DQ0935_MARK LOGO: MNDT
 DQ0935_PROJECTION: RECESSED 5 CENTIMETERS
 DQ0935_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DQ0935_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ0935_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ0935+SATELLITE: SATELLITE OBSERVATIONS - July 05, 2018
 DQ0935_ROD/PIPE-DEPTH: 16.5 meters
 DQ0935
 DQ0935  HISTORY     - Date     Condition        Report By
 DQ0935  HISTORY     - 20150407 MONUMENTED       MNDT
 DQ0935  HISTORY     - 20170907 GOOD             MNDT
 DQ0935  HISTORY     - 20180705 GOOD             MNDT
 DQ0935
 DQ0935                          STATION DESCRIPTION
 DQ0935
 DQ0935'DESCRIBED BY MN DEPT OF TRANSP 2015
 DQ0935'THE STATION IS LOCATED ABOUT 7.9 MI (12.7 KM) SOUTHEAST OF BRADFORD,
 DQ0935'7.7 MI (12.4 KM) NORTHEAST OF SAINT FRANCIS AND 2.4 MI (3.9 KM)
 DQ0935'SOUTH-SOUTHEAST OF ISANTI.
 DQ0935'
 DQ0935'TO REACH THE MARK GO 2.5 MI (4.0 KM) SOUTH ALONG TRUNK HIGHWAY 65 FROM
 DQ0935'THE JUNCTION TRUNK HIGHWAY 65 AND COUNTY ROAD 5 IN ISANTI, AT TRUNK
 DQ0935'HIGHWAY 65 MILE POINT 33.35.
 DQ0935'
 DQ0935'THE MARK IS LOCATED 54.6 FT (16.6 M) WEST OF SOUTHBOUND TRUNK HIGHWAY
 DQ0935'65 FOG LINE, 50.4 FT (15.4 M) SOUTH OF ENTRANCE TO WILDLIFE PARKING
 DQ0935'AREA, 1.5 FT (0.5 M) EAST OF A WITNESS POST.
 DQ0935'
 DQ0935'NOTE - THE STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM
 DQ0935'ROD DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION REMOVABLE
 DQ0935'DISK SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH
 DQ0935'PVC PIPE BACK FILLED WITH WASHED SAND.
 DQ0935
 DQ0935                          STATION RECOVERY (2017)
 DQ0935
 DQ0935'RECOVERY NOTE BY MN DEPT OF TRANSP 2017 (MAS)
 DQ0935'2.5 MI (4.0 KM) SOUTH OF ISANTI, 2.5 MI (4.0 KM) SOUTH ALONG TRUNK
 DQ0935'HIGHWAY 65 FROM THE JUNCTION TRUNK HIGHWAY 65 AND COUNTY ROAD 5 IN
 DQ0935'ISANTI, AT TRUNK HIGHWAY 65 MILE POINT 33.35, 54.6 FT (16.6 M) WEST OF
 DQ0935'SOUTHBOUND TRUNK HIGHWAY 65 FOG LINE, 50.4 FT (15.4 M) SOUTH OF THE
 DQ0935'ENTRANCE TO A WILDLIFE PARKING AREA, 1.5 FT (0.5 M) EAST OF A WITNESS
 DQ0935'POST.
 DQ0935
 DQ0935                          STATION RECOVERY (2018)
 DQ0935
 DQ0935'RECOVERY NOTE BY MN DEPT OF TRANSP 2018 (JXM)
 DQ0935'2.5 MILES SOUTH OF ISANTI, 2.5 MILES SOUTH ALONG TRUNK HIGHWAY 65 FROM
 DQ0935'THE JUNCTION TRUNK HIGHWAY 65 AND COUNTY ROAD 5 IN ISANTI, AT TRUNK
 DQ0935'HIGHWAY 65 MILEPOINT 33.35, 54.6 FEET WEST OF SOUTHBOUND TRUNK HIGHWAY
 DQ0935'65 FOG LINE, 50.4 FEET SOUTH OF THE ENTRANCE TO A WILDLIFE PARKING
 DQ0935'AREA, 1.5 FEET EAST OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DQ0936 ***********************************************************************
 DQ0936  DESIGNATION -  3003 L
 DQ0936  PID         -  DQ0936
 DQ0936  STATE/COUNTY-  MN/ISANTI
 DQ0936  COUNTRY     -  US
 DQ0936  USGS QUAD   -  ISANTI (2019)
 DQ0936
 DQ0936                         *CURRENT SURVEY CONTROL
 DQ0936  ______________________________________________________________________
 DQ0936* NAD 83(2011) POSITION- 45 28 10.85961(N) 093 14 06.97359(W)   ADJUSTED
 DQ0936* NAD 83(2011) ELLIP HT-   255.980 (meters)        (09/10/18)   ADJUSTED
 DQ0936* NAD 83(2011) EPOCH   -  2010.00
 DQ0936* NAVD 88 ORTHO HEIGHT -   284.450 (meters)      933.23  (feet) ADJUSTED
 DQ0936  ______________________________________________________________________
 DQ0936  GEOID HEIGHT    -        -28.459 (meters)                     GEOID18
 DQ0936  NAD 83(2011) X  -   -252,873.849 (meters)                     COMP
 DQ0936  NAD 83(2011) Y  - -4,473,568.033 (meters)                     COMP
 DQ0936  NAD 83(2011) Z  -  4,524,289.378 (meters)                     COMP
 DQ0936  LAPLACE CORR    -         -2.60  (seconds)                    DEFLEC18
 DQ0936  DYNAMIC HEIGHT  -        284.431 (meters)      933.17  (feet) COMP
 DQ0936  MODELED GRAVITY -    980,541.7   (mgal)                       NAVD 88
 DQ0936
 DQ0936  VERT ORDER      -  SECOND    CLASS I
 DQ0936
 DQ0936  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DQ0936  Standards:
 DQ0936         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DQ0936            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DQ0936  -------------------------------------------------------------------
 DQ0936  NETWORK    0.60   1.08           0.26   0.23   0.55     -0.00980658
 DQ0936  -------------------------------------------------------------------
 DQ0936  Click here for local accuracies and other accuracy information.
 DQ0936
 DQ0936.The horizontal coordinates were established by GPS observations
 DQ0936.and adjusted by the MN DEPT OF TRANSP in September 2018.
 DQ0936
 DQ0936.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DQ0936.been affixed to the stable North American tectonic plate. See 
 DQ0936.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DQ0936
 DQ0936.The horizontal coordinates are valid at the epoch date displayed above
 DQ0936.which is a decimal equivalence of Year/Month/Day.
 DQ0936
 DQ0936.The orthometric height was determined by differential leveling and
 DQ0936.adjusted by the NATIONAL GEODETIC SURVEY
 DQ0936.in September 2016.
 DQ0936
 DQ0936.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ0936.GEOID18 height accuracy estimate available here.
 DQ0936
 DQ0936.Click photographs - Photos may exist for this station.
 DQ0936
 DQ0936.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DQ0936
 DQ0936.The Laplace correction was computed from DEFLEC18 derived deflections.
 DQ0936
 DQ0936.The ellipsoidal height was determined by GPS observations
 DQ0936.and is referenced to NAD 83.
 DQ0936
 DQ0936.The dynamic height is computed by dividing the NAVD 88
 DQ0936.geopotential number by the normal gravity value computed on the
 DQ0936.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ0936.degrees latitude (g = 980.6199 gals.).
 DQ0936
 DQ0936.The modeled gravity was interpolated from observed gravity values.
 DQ0936
 DQ0936. The following values were computed from the NAD 83(2011) position.
 DQ0936
 DQ0936;                    North         East     Units Scale Factor Converg.
 DQ0936;SPC MN C     -   152,712.805   879,352.462   MT  1.00003508   +0 44 02.6
 DQ0936;SPC MN C     -   501,025.26  2,885,008.87   sFT  1.00003508   +0 44 02.6
 DQ0936;UTM  15      - 5,035,155.325   481,609.212   MT  0.99960416   -0 10 03.8
 DQ0936
 DQ0936!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DQ0936!SPC MN C     -   0.99995987  x   1.00003508  =   0.99999495
 DQ0936!UTM  15      -   0.99995987  x   0.99960416  =   0.99956405
 DQ0936
 DQ0936_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL8160935155(NAD 83)
 DQ0936
 DQ0936                          SUPERSEDED SURVEY CONTROL
 DQ0936
 DQ0936.No superseded survey control is available for this station.
 DQ0936
 DQ0936_MARKER: I = METAL ROD
 DQ0936_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DQ0936_STAMPING: 3003 L 2015
 DQ0936_MARK LOGO: MNDT
 DQ0936_PROJECTION: RECESSED 5 CENTIMETERS
 DQ0936_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DQ0936_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ0936_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ0936+SATELLITE: SATELLITE OBSERVATIONS - July 03, 2018
 DQ0936_ROD/PIPE-DEPTH: 18.0 meters
 DQ0936
 DQ0936  HISTORY     - Date     Condition        Report By
 DQ0936  HISTORY     - 20150407 MONUMENTED       MNDT
 DQ0936  HISTORY     - 20170918 GOOD             MNDT
 DQ0936  HISTORY     - 20180703 GOOD             MNDT
 DQ0936
 DQ0936                          STATION DESCRIPTION
 DQ0936
 DQ0936'DESCRIBED BY MN DEPT OF TRANSP 2015
 DQ0936'THE STATION IS LOCATED ABOUT 7.4 MI (11.9 KM) EAST-SOUTHEAST OF
 DQ0936'BRADFORD, 7.1 MI (11.4 KM) SOUTH OF CAMBRIDGE AND 1.5 MI (2.4 KM)
 DQ0936'SOUTH-SOUTHEAST OF ISANTI.
 DQ0936'
 DQ0936'TO REACH THE MARK GO 1.6 MI (2.6 KM) SOUTH ALONG TRUNK HIGHWAY 65 FROM
 DQ0936'THE JUNCTION OF TRUNK HIGHWAY 65 AND COUNTY ROAD 5 IN ISANTI, AT TRUNK
 DQ0936'HIGHWAY 65 MILE POINT 34.25.
 DQ0936'
 DQ0936'THE MARK IS LOCATED 61.8 FT (18.8 M) WEST OF SOUTHBOUND TRUNK HIGHWAY
 DQ0936'65, 5.6 FT (1.7 M) SOUTH-SOUTHWEST OF SNOWMOBILE TRAIL SIGN, 1.5 FT
 DQ0936'(0.5 M) SOUTH OF A WITNESS POST.
 DQ0936'
 DQ0936'NOTE - THE STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM
 DQ0936'ROD DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION REMOVABLE
 DQ0936'DISK SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH
 DQ0936'PVC PIPE BACK FILLED WITH WASHED SAND.
 DQ0936
 DQ0936                          STATION RECOVERY (2017)
 DQ0936
 DQ0936'RECOVERY NOTE BY MN DEPT OF TRANSP 2017 (MAS)
 DQ0936'1.6 MI (2.6 KM) SOUTH OF ISANTI, 1.6 MI (2.6 KM) SOUTH ALONG TRUNK
 DQ0936'HIGHWAY 65 FROM THE JUNCTION OF TRUNK HIGHWAY 65 AND COUNTY ROAD 5 IN
 DQ0936'ISANTI, AT TRUNK HIGHWAY 65 MILE POINT 34.25, 61.8 FT (18.8 M) WEST OF
 DQ0936'SOUTHBOUND TRUNK HIGHWAY 65, 5.6 FT (1.7 M) SOUTH-SOUTHWEST OF A
 DQ0936'SNOWMOBILE TRAIL SIGN, 1.5 FT (0.5 M) SOUTH OF A WITNESS POST.
 DQ0936
 DQ0936                          STATION RECOVERY (2018)
 DQ0936
 DQ0936'RECOVERY NOTE BY MN DEPT OF TRANSP 2018 (JXM)
 DQ0936'1.6 MILES SOUTH OF ISANTI, 1.6 MILES SOUTH ALONG TRUNK HIGHWAY 65 FROM
 DQ0936'THE JUNCTION OF TRUNK HIGHWAY 65 AND COUNTY ROAD 5 IN ISANTI, AT TRUNK
 DQ0936'HIGHWAY 65 MILEPOINT 34.25, 61.8 FEET WEST OF SOUTHBOUND TRUNK HIGHWAY
 DQ0936'65, 5.6 FEET SOUTH-SOUTHWEST OF A SNOWMOBILE TRAIL SIGN, 1.5 FEET
 DQ0936'SOUTH OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DQ0937 ***********************************************************************
 DQ0937  DESIGNATION -  3003 M
 DQ0937  PID         -  DQ0937
 DQ0937  STATE/COUNTY-  MN/ISANTI
 DQ0937  COUNTRY     -  US
 DQ0937  USGS QUAD   -  ISANTI (2019)
 DQ0937
 DQ0937                         *CURRENT SURVEY CONTROL
 DQ0937  ______________________________________________________________________
 DQ0937* NAD 83(2011) POSITION- 45 29 20.81892(N) 093 14 12.68911(W)   ADJUSTED
 DQ0937* NAD 83(2011) ELLIP HT-   257.999 (meters)        (09/10/18)   ADJUSTED
 DQ0937* NAD 83(2011) EPOCH   -  2010.00
 DQ0937* NAVD 88 ORTHO HEIGHT -   286.463 (meters)      939.84  (feet) ADJUSTED
 DQ0937  ______________________________________________________________________
 DQ0937  GEOID HEIGHT    -        -28.458 (meters)                     GEOID18
 DQ0937  NAD 83(2011) X  -   -252,910.935 (meters)                     COMP
 DQ0937  NAD 83(2011) Y  - -4,472,024.883 (meters)                     COMP
 DQ0937  NAD 83(2011) Z  -  4,525,805.272 (meters)                     COMP
 DQ0937  LAPLACE CORR    -         -2.43  (seconds)                    DEFLEC18
 DQ0937  DYNAMIC HEIGHT  -        286.445 (meters)      939.78  (feet) COMP
 DQ0937  MODELED GRAVITY -    980,544.7   (mgal)                       NAVD 88
 DQ0937
 DQ0937  VERT ORDER      -  SECOND    CLASS I
 DQ0937
 DQ0937  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DQ0937  Standards:
 DQ0937         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DQ0937            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DQ0937  -------------------------------------------------------------------
 DQ0937  NETWORK    0.63   1.10           0.28   0.23   0.56      0.00350507
 DQ0937  -------------------------------------------------------------------
 DQ0937  Click here for local accuracies and other accuracy information.
 DQ0937
 DQ0937.The horizontal coordinates were established by GPS observations
 DQ0937.and adjusted by the MN DEPT OF TRANSP in September 2018.
 DQ0937
 DQ0937.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DQ0937.been affixed to the stable North American tectonic plate. See 
 DQ0937.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DQ0937
 DQ0937.The horizontal coordinates are valid at the epoch date displayed above
 DQ0937.which is a decimal equivalence of Year/Month/Day.
 DQ0937
 DQ0937.The orthometric height was determined by differential leveling and
 DQ0937.adjusted by the NATIONAL GEODETIC SURVEY
 DQ0937.in September 2016.
 DQ0937
 DQ0937.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ0937.GEOID18 height accuracy estimate available here.
 DQ0937
 DQ0937.Click photographs - Photos may exist for this station.
 DQ0937
 DQ0937.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DQ0937
 DQ0937.The Laplace correction was computed from DEFLEC18 derived deflections.
 DQ0937
 DQ0937.The ellipsoidal height was determined by GPS observations
 DQ0937.and is referenced to NAD 83.
 DQ0937
 DQ0937.The dynamic height is computed by dividing the NAVD 88
 DQ0937.geopotential number by the normal gravity value computed on the
 DQ0937.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ0937.degrees latitude (g = 980.6199 gals.).
 DQ0937
 DQ0937.The modeled gravity was interpolated from observed gravity values.
 DQ0937
 DQ0937. The following values were computed from the NAD 83(2011) position.
 DQ0937
 DQ0937;                    North         East     Units Scale Factor Converg.
 DQ0937;SPC MN C     -   154,870.931   879,200.687   MT  1.00003007   +0 43 58.4
 DQ0937;SPC MN C     -   508,105.71  2,884,510.92   sFT  1.00003007   +0 43 58.4
 DQ0937;UTM  15      - 5,037,314.647   481,491.472   MT  0.99960421   -0 10 08.1
 DQ0937
 DQ0937!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DQ0937!SPC MN C     -   0.99995955  x   1.00003007  =   0.99998962
 DQ0937!UTM  15      -   0.99995955  x   0.99960421  =   0.99956378
 DQ0937
 DQ0937_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL8149137314(NAD 83)
 DQ0937
 DQ0937                          SUPERSEDED SURVEY CONTROL
 DQ0937
 DQ0937.No superseded survey control is available for this station.
 DQ0937
 DQ0937_MARKER: I = METAL ROD
 DQ0937_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DQ0937_STAMPING: 3003 M 2015
 DQ0937_MARK LOGO: MNDT
 DQ0937_PROJECTION: RECESSED 8 CENTIMETERS
 DQ0937_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DQ0937_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ0937_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ0937+SATELLITE: SATELLITE OBSERVATIONS - July 03, 2018
 DQ0937_ROD/PIPE-DEPTH: 14.3 meters
 DQ0937
 DQ0937  HISTORY     - Date     Condition        Report By
 DQ0937  HISTORY     - 20150407 MONUMENTED       MNDT
 DQ0937  HISTORY     - 20170919 GOOD             MNDT
 DQ0937  HISTORY     - 20180703 GOOD             MNDT
 DQ0937
 DQ0937                          STATION DESCRIPTION
 DQ0937
 DQ0937'DESCRIBED BY MN DEPT OF TRANSP 2015
 DQ0937'THE STATION IS LOCATED ABOUT 6.8 MI (10.9 KM) EAST-SOUTHEAST OF
 DQ0937'BRADFORD, 5.8 MI (9.3 KM) SOUTH OF CAMBRIDGE AND IN THE TOWN OF
 DQ0937'ISANTI, MN.
 DQ0937'
 DQ0937'TO REACH THE MARK GO 0.25 MI (0.4 KM) SOUTH ALONG TRUNK HIGHWAY 65
 DQ0937'FROM THE JUNCTION OF TRUNK HIGHWAY 65 AND COUNTY ROAD 5 IN ISANTI, AT
 DQ0937'TRUNK HIGHWAY 65 MILE POINT 35.7.
 DQ0937'
 DQ0937'THE MARK IS LOCATED 81.2 FT (24.7 M) EAST OF NORTHBOUND TRUNK HIGHWAY
 DQ0937'65, 132.5 FT (40.4 M) SOUTH OF SIXTH AVENUE NORTHEAST, 1.5 FT (0.5 M)
 DQ0937'WEST OF A WITNESS POST.
 DQ0937'
 DQ0937'NOTE - THE STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM
 DQ0937'ROD DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION REMOVABLE
 DQ0937'DISK SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH
 DQ0937'PVC PIPE BACK FILLED WITH WASHED SAND.
 DQ0937
 DQ0937                          STATION RECOVERY (2017)
 DQ0937
 DQ0937'RECOVERY NOTE BY MN DEPT OF TRANSP 2017 (MAS)
 DQ0937'0.25 MI (0.40 KM) SOUTH OF ISANTI, 0.25 MI (0.40 KM) SOUTH ALONG TRUNK
 DQ0937'HIGHWAY 65 FROM THE JUNCTION OF TRUNK HIGHWAY 65 AND COUNTY ROAD 5 IN
 DQ0937'ISANTI, AT TRUNK HIGHWAY 65 MILE POINT 35.7, 81.2 FT (24.7 M) EAST OF
 DQ0937'NORTHBOUND TRUNK HIGHWAY 65, 132.5 FT (40.4 M) SOUTH OF BROADWAY
 DQ0937'STREET SOUTHEAST, 1.5 FT (0.5 M) WEST OF A WITNESS POST.
 DQ0937
 DQ0937                          STATION RECOVERY (2018)
 DQ0937
 DQ0937'RECOVERY NOTE BY MN DEPT OF TRANSP 2018 (AXH)
 DQ0937'0.25 MILE SOUTH OF ISANTI, 0.25 MILE SOUTH ALONG TRUNK HIGHWAY 65 FROM
 DQ0937'THE JUNCTION OF TRUNK HIGHWAY 65 AND COUNTY ROAD 5 IN ISANTI, AT TRUNK
 DQ0937'HIGHWAY 65 MILEPOINT 35.7, 81.2 FEET EAST OF NORTHBOUND TRUNK HIGHWAY
 DQ0937'65, 132.5 FEET SOUTH OF BROADWAY STREET SOUTHEAST, 1.5 FEET WEST OF A
 DQ0937'WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DQ0941 ***********************************************************************
 DQ0941  DESIGNATION -  3003 N
 DQ0941  PID         -  DQ0941
 DQ0941  STATE/COUNTY-  MN/ISANTI
 DQ0941  COUNTRY     -  US
 DQ0941  USGS QUAD   -  CAMBRIDGE (2019)
 DQ0941
 DQ0941                         *CURRENT SURVEY CONTROL
 DQ0941  ______________________________________________________________________
 DQ0941* NAD 83(2011) POSITION- 45 32 31.17371(N) 093 13 49.12896(W)   ADJUSTED
 DQ0941* NAD 83(2011) ELLIP HT-   260.841 (meters)        (09/10/18)   ADJUSTED
 DQ0941* NAD 83(2011) EPOCH   -  2010.00
 DQ0941* NAVD 88 ORTHO HEIGHT -   289.300 (meters)      949.15  (feet) ADJUSTED
 DQ0941  ______________________________________________________________________
 DQ0941  GEOID HEIGHT    -        -28.447 (meters)                     GEOID18
 DQ0941  NAD 83(2011) X  -   -252,163.969 (meters)                     COMP
 DQ0941  NAD 83(2011) Y  - -4,467,869.492 (meters)                     COMP
 DQ0941  NAD 83(2011) Z  -  4,529,925.414 (meters)                     COMP
 DQ0941  LAPLACE CORR    -         -1.52  (seconds)                    DEFLEC18
 DQ0941  DYNAMIC HEIGHT  -        289.284 (meters)      949.09  (feet) COMP
 DQ0941  MODELED GRAVITY -    980,553.4   (mgal)                       NAVD 88
 DQ0941
 DQ0941  VERT ORDER      -  SECOND    CLASS I
 DQ0941
 DQ0941  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DQ0941  Standards:
 DQ0941         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DQ0941            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DQ0941  -------------------------------------------------------------------
 DQ0941  NETWORK    0.59   1.06           0.27   0.20   0.54     -0.03229748
 DQ0941  -------------------------------------------------------------------
 DQ0941  Click here for local accuracies and other accuracy information.
 DQ0941
 DQ0941.The horizontal coordinates were established by GPS observations
 DQ0941.and adjusted by the MN DEPT OF TRANSP in September 2018.
 DQ0941
 DQ0941.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DQ0941.been affixed to the stable North American tectonic plate. See 
 DQ0941.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DQ0941
 DQ0941.The horizontal coordinates are valid at the epoch date displayed above
 DQ0941.which is a decimal equivalence of Year/Month/Day.
 DQ0941
 DQ0941.The orthometric height was determined by differential leveling and
 DQ0941.adjusted by the NATIONAL GEODETIC SURVEY
 DQ0941.in September 2016.
 DQ0941
 DQ0941.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ0941.GEOID18 height accuracy estimate available here.
 DQ0941
 DQ0941.Click photographs - Photos may exist for this station.
 DQ0941
 DQ0941.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DQ0941
 DQ0941.The Laplace correction was computed from DEFLEC18 derived deflections.
 DQ0941
 DQ0941.The ellipsoidal height was determined by GPS observations
 DQ0941.and is referenced to NAD 83.
 DQ0941
 DQ0941.The dynamic height is computed by dividing the NAVD 88
 DQ0941.geopotential number by the normal gravity value computed on the
 DQ0941.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ0941.degrees latitude (g = 980.6199 gals.).
 DQ0941
 DQ0941.The modeled gravity was interpolated from observed gravity values.
 DQ0941
 DQ0941. The following values were computed from the NAD 83(2011) position.
 DQ0941
 DQ0941;                    North         East     Units Scale Factor Converg.
 DQ0941;SPC MN C     -   160,753.920   879,636.605   MT  1.00001702   +0 44 15.5
 DQ0941;SPC MN C     -   527,406.82  2,885,941.09   sFT  1.00001702   +0 44 15.5
 DQ0941;UTM  15      - 5,043,187.582   482,019.717   MT  0.99960397   -0 09 51.8
 DQ0941
 DQ0941!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DQ0941!SPC MN C     -   0.99995911  x   1.00001702  =   0.99997613
 DQ0941!UTM  15      -   0.99995911  x   0.99960397  =   0.99956309
 DQ0941
 DQ0941_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL8201943187(NAD 83)
 DQ0941
 DQ0941                          SUPERSEDED SURVEY CONTROL
 DQ0941
 DQ0941.No superseded survey control is available for this station.
 DQ0941
 DQ0941_MARKER: I = METAL ROD
 DQ0941_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DQ0941_STAMPING: 3003 N 2015
 DQ0941_MARK LOGO: MNDT
 DQ0941_PROJECTION: RECESSED 5 CENTIMETERS
 DQ0941_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DQ0941_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ0941_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ0941+SATELLITE: SATELLITE OBSERVATIONS - July 03, 2018
 DQ0941_ROD/PIPE-DEPTH: 13.4 meters
 DQ0941
 DQ0941  HISTORY     - Date     Condition        Report By
 DQ0941  HISTORY     - 20150407 MONUMENTED       MNDT
 DQ0941  HISTORY     - 20170918 GOOD             MNDT
 DQ0941  HISTORY     - 20180703 GOOD             MNDT
 DQ0941
 DQ0941                          STATION DESCRIPTION
 DQ0941
 DQ0941'DESCRIBED BY MN DEPT OF TRANSP 2015
 DQ0941'THE STATION IS LOCATED ABOUT 6.8 MI (10.9 KM) EAST-NORTHEAST OF
 DQ0941'BRADFORD, 3.7 MI (6.0 KM) NORTH-NORTHEAST OF ISANTI AND 2.1 MI (3.4
 DQ0941'KM) SOUTH OF CAMBRIDGE.
 DQ0941'
 DQ0941'TO REACH THE MARK GO 2.4 MI (3.9 KM) SOUTH ALONG TRUNK HIGHWAY 65 FROM
 DQ0941'THE JUNCTION OF TRUNK HIGHWAY 65 AND TRUNK HIGHWAY 95 IN CAMBRIDGE, AT
 DQ0941'TRUNK HIGHWAY 65 MILE POINT 39.3.
 DQ0941'
 DQ0941'THE MARK IS LOCATED 88.8 FT (27.1 M) EAST OF NORTHBOUND TRUNK HIGHWAY
 DQ0941'65, 7.1 FT (2.2 M) WEST OF RIGHT-OF-WAY FENCE, 1.5 FT (0.5 M) WEST OF
 DQ0941'A WITNESS POST.
 DQ0941'
 DQ0941'NOTE - THE STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM
 DQ0941'ROD DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION REMOVABLE
 DQ0941'DISK SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH
 DQ0941'PVC PIPE BACK FILLED WITH WASHED SAND.
 DQ0941
 DQ0941                          STATION RECOVERY (2017)
 DQ0941
 DQ0941'RECOVERY NOTE BY MN DEPT OF TRANSP 2017 (MAS)
 DQ0941'2.4 MI (3.9 KM) SOUTH OF CAMBRIDGE, 2.4 MI (3.9 KM) SOUTH ALONG TRUNK
 DQ0941'HIGHWAY 65 FROM THE JUNCTION OF TRUNK HIGHWAY 65 AND TRUNK HIGHWAY 95
 DQ0941'IN CAMBRIDGE, AT TRUNK HIGHWAY 65 MILE POINT 39.3, 88.8 FT (27.1 M)
 DQ0941'EAST OF NORTHBOUND TRUNK HIGHWAY 65, 7.1 FT (2.2 M) WEST OF A
 DQ0941'RIGHT-OF-WAY FENCE, 1.5 FT (0.5 M) WEST OF A WITNESS POST.
 DQ0941
 DQ0941                          STATION RECOVERY (2018)
 DQ0941
 DQ0941'RECOVERY NOTE BY MN DEPT OF TRANSP 2018 (KXW)
 DQ0941'2.4 MILES SOUTH OF CAMBRIDGE, 2.4 MILES SOUTH ALONG TRUNK HIGHWAY 65
 DQ0941'FROM THE JUNCTION OF TRUNK HIGHWAY 65 AND TRUNK HIGHWAY 95 IN
 DQ0941'CAMBRIDGE, AT TRUNK HIGHWAY 65 MILEPOINT 39.3, 88.8 FEET EAST OF
 DQ0941'NORTHBOUND TRUNK HIGHWAY 65, 7.1 FEET WEST OF A RIGHT-OF-WAY FENCE,
 DQ0941'1.5 FEET WEST OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DQ0942 ***********************************************************************
 DQ0942  DESIGNATION -  3003 P
 DQ0942  PID         -  DQ0942
 DQ0942  STATE/COUNTY-  MN/ISANTI
 DQ0942  COUNTRY     -  US
 DQ0942  USGS QUAD   -  CAMBRIDGE (2019)
 DQ0942
 DQ0942                         *CURRENT SURVEY CONTROL
 DQ0942  ______________________________________________________________________
 DQ0942* NAD 83(2011) POSITION- 45 33 17.81590(N) 093 13 16.71259(W)   ADJUSTED
 DQ0942* NAD 83(2011) ELLIP HT-   264.323 (meters)        (09/10/18)   ADJUSTED
 DQ0942* NAD 83(2011) EPOCH   -  2010.00
 DQ0942* NAVD 88 ORTHO HEIGHT -   292.779 (meters)      960.56  (feet) ADJUSTED
 DQ0942  ______________________________________________________________________
 DQ0942  GEOID HEIGHT    -        -28.448 (meters)                     GEOID18
 DQ0942  NAD 83(2011) X  -   -251,404.173 (meters)                     COMP
 DQ0942  NAD 83(2011) Y  - -4,466,885.163 (meters)                     COMP
 DQ0942  NAD 83(2011) Z  -  4,530,936.367 (meters)                     COMP
 DQ0942  LAPLACE CORR    -         -1.25  (seconds)                    DEFLEC18
 DQ0942  DYNAMIC HEIGHT  -        292.763 (meters)      960.51  (feet) COMP
 DQ0942  MODELED GRAVITY -    980,552.4   (mgal)                       NAVD 88
 DQ0942
 DQ0942  VERT ORDER      -  SECOND    CLASS I
 DQ0942
 DQ0942  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DQ0942  Standards:
 DQ0942         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DQ0942            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DQ0942  -------------------------------------------------------------------
 DQ0942  NETWORK    0.57   1.00           0.26   0.20   0.51     -0.02781989
 DQ0942  -------------------------------------------------------------------
 DQ0942  Click here for local accuracies and other accuracy information.
 DQ0942
 DQ0942.The horizontal coordinates were established by GPS observations
 DQ0942.and adjusted by the MN DEPT OF TRANSP in September 2018.
 DQ0942
 DQ0942.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DQ0942.been affixed to the stable North American tectonic plate. See 
 DQ0942.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DQ0942
 DQ0942.The horizontal coordinates are valid at the epoch date displayed above
 DQ0942.which is a decimal equivalence of Year/Month/Day.
 DQ0942
 DQ0942.The orthometric height was determined by differential leveling and
 DQ0942.adjusted by the NATIONAL GEODETIC SURVEY
 DQ0942.in September 2016.
 DQ0942
 DQ0942.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ0942.GEOID18 height accuracy estimate available here.
 DQ0942
 DQ0942.Click photographs - Photos may exist for this station.
 DQ0942
 DQ0942.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DQ0942
 DQ0942.The Laplace correction was computed from DEFLEC18 derived deflections.
 DQ0942
 DQ0942.The ellipsoidal height was determined by GPS observations
 DQ0942.and is referenced to NAD 83.
 DQ0942
 DQ0942.The dynamic height is computed by dividing the NAVD 88
 DQ0942.geopotential number by the normal gravity value computed on the
 DQ0942.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ0942.degrees latitude (g = 980.6199 gals.).
 DQ0942
 DQ0942.The modeled gravity was interpolated from observed gravity values.
 DQ0942
 DQ0942. The following values were computed from the NAD 83(2011) position.
 DQ0942
 DQ0942;                    North         East     Units Scale Factor Converg.
 DQ0942;SPC MN C     -   162,202.895   880,321.111   MT  1.00001394   +0 44 38.9
 DQ0942;SPC MN C     -   532,160.66  2,888,186.85   sFT  1.00001394   +0 44 38.9
 DQ0942;UTM  15      - 5,044,625.009   482,726.659   MT  0.99960367   -0 09 28.8
 DQ0942
 DQ0942!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DQ0942!SPC MN C     -   0.99995856  x   1.00001394  =   0.99997250
 DQ0942!UTM  15      -   0.99995856  x   0.99960367  =   0.99956225
 DQ0942
 DQ0942_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL8272644625(NAD 83)
 DQ0942
 DQ0942                          SUPERSEDED SURVEY CONTROL
 DQ0942
 DQ0942.No superseded survey control is available for this station.
 DQ0942
 DQ0942_MARKER: I = METAL ROD
 DQ0942_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DQ0942_STAMPING: 3003 P 2015
 DQ0942_MARK LOGO: MNDT
 DQ0942_PROJECTION: RECESSED 5 CENTIMETERS
 DQ0942_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DQ0942_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ0942_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ0942+SATELLITE: SATELLITE OBSERVATIONS - July 03, 2018
 DQ0942_ROD/PIPE-DEPTH: 13.4 meters
 DQ0942
 DQ0942  HISTORY     - Date     Condition        Report By
 DQ0942  HISTORY     - 20150407 MONUMENTED       MNDT
 DQ0942  HISTORY     - 20170918 GOOD             MNDT
 DQ0942  HISTORY     - 20180703 GOOD             MNDT
 DQ0942
 DQ0942                          STATION DESCRIPTION
 DQ0942
 DQ0942'DESCRIBED BY MN DEPT OF TRANSP 2015
 DQ0942'THE STATION IS LOCATED ABOUT 6.7 MI (10.8 KM) SOUTHEAST OF SPRINGVALE,
 DQ0942'4.6 MI (7.4 KM) NORTH-NORTHEAST OF ISANTI AND 1.2 MI (1.9 KM) SOUTH OF
 DQ0942'CAMBRIDGE.
 DQ0942'
 DQ0942'TO REACH THE MARK GO 1.4 MI (2.3 KM) SOUTH ALONG TRUNK HIGHWAY 65 FROM
 DQ0942'THE JUNCTION OF TRUNK HIGHWAY 65 AND TRUNK HIGHWAY 95 IN CAMBRIDGE, AT
 DQ0942'TRUNK HIGHWAY 65 MILE POINT 40.3.
 DQ0942'
 DQ0942'THE MARK IS LOCATED 49.3 FT (15.0 M) SOUTHEAST OF NORTHBOUND TRUNK
 DQ0942'HIGHWAY 65, 1.5 FT (0.5 M) NORTHWEST OF A WITNESS POST.
 DQ0942'
 DQ0942'NOTE - THE STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM
 DQ0942'ROD DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION REMOVABLE
 DQ0942'DISK SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH
 DQ0942'PVC PIPE BACK FILLED WITH WASHED SAND.
 DQ0942
 DQ0942                          STATION RECOVERY (2017)
 DQ0942
 DQ0942'RECOVERY NOTE BY MN DEPT OF TRANSP 2017 (MAS)
 DQ0942'IN CAMBRIDGE, 1.4 MI (2.3 KM) SOUTH ALONG TRUNK HIGHWAY 65 FROM THE
 DQ0942'JUNCTION OF TRUNK HIGHWAY 65 AND TRUNK HIGHWAY 95 IN CAMBRIDGE, AT
 DQ0942'TRUNK HIGHWAY 65 MILE POINT 40.3, 49.3 FT (15.0 M) SOUTHEAST OF
 DQ0942'NORTHBOUND TRUNK HIGHWAY 65, 1.5 FT (0.5 M) NORTHWEST OF A WITNESS
 DQ0942'POST.
 DQ0942
 DQ0942                          STATION RECOVERY (2018)
 DQ0942
 DQ0942'RECOVERY NOTE BY MN DEPT OF TRANSP 2018 (KXW)
 DQ0942'IN CAMBRIDGE, 1.4 MILES SOUTH ALONG TRUNK HIGHWAY 65 FROM THE JUNCTION
 DQ0942'OF TRUNK HIGHWAY 65 AND TRUNK HIGHWAY 95 IN CAMBRIDGE, AT TRUNK
 DQ0942'HIGHWAY 65 MILEPOINT 40.3, 49.3 FEET SOUTHEAST OF NORTHBOUND TRUNK
 DQ0942'HIGHWAY 65, 1.5 FEET NORTHWEST OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DQ0943 ***********************************************************************
 DQ0943  DESIGNATION -  3003 Q
 DQ0943  PID         -  DQ0943
 DQ0943  STATE/COUNTY-  MN/ISANTI
 DQ0943  COUNTRY     -  US
 DQ0943  USGS QUAD   -  CAMBRIDGE (2019)
 DQ0943
 DQ0943                         *CURRENT SURVEY CONTROL
 DQ0943  ______________________________________________________________________
 DQ0943* NAD 83(2011) POSITION- 45 33 44.82135(N) 093 12 57.75962(W)   ADJUSTED
 DQ0943* NAD 83(2011) ELLIP HT-   264.449 (meters)        (09/10/18)   ADJUSTED
 DQ0943* NAD 83(2011) EPOCH   -  2010.00
 DQ0943* NAVD 88 ORTHO HEIGHT -   292.909 (meters)      960.99  (feet) ADJUSTED
 DQ0943  ______________________________________________________________________
 DQ0943  GEOID HEIGHT    -        -28.448 (meters)                     GEOID18
 DQ0943  NAD 83(2011) X  -   -250,960.334 (meters)                     COMP
 DQ0943  NAD 83(2011) Y  - -4,466,313.983 (meters)                     COMP
 DQ0943  NAD 83(2011) Z  -  4,531,520.247 (meters)                     COMP
 DQ0943  LAPLACE CORR    -         -1.09  (seconds)                    DEFLEC18
 DQ0943  DYNAMIC HEIGHT  -        292.892 (meters)      960.93  (feet) COMP
 DQ0943  MODELED GRAVITY -    980,550.5   (mgal)                       NAVD 88
 DQ0943
 DQ0943  VERT ORDER      -  SECOND    CLASS I
 DQ0943
 DQ0943  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DQ0943  Standards:
 DQ0943         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DQ0943            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DQ0943  -------------------------------------------------------------------
 DQ0943  NETWORK    0.58   1.00           0.26   0.21   0.51     -0.02170810
 DQ0943  -------------------------------------------------------------------
 DQ0943  Click here for local accuracies and other accuracy information.
 DQ0943
 DQ0943.The horizontal coordinates were established by GPS observations
 DQ0943.and adjusted by the MN DEPT OF TRANSP in September 2018.
 DQ0943
 DQ0943.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DQ0943.been affixed to the stable North American tectonic plate. See 
 DQ0943.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DQ0943
 DQ0943.The horizontal coordinates are valid at the epoch date displayed above
 DQ0943.which is a decimal equivalence of Year/Month/Day.
 DQ0943
 DQ0943.The orthometric height was determined by differential leveling and
 DQ0943.adjusted by the NATIONAL GEODETIC SURVEY
 DQ0943.in September 2016.
 DQ0943
 DQ0943.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ0943.GEOID18 height accuracy estimate available here.
 DQ0943
 DQ0943.Click photographs - Photos may exist for this station.
 DQ0943
 DQ0943.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DQ0943
 DQ0943.The Laplace correction was computed from DEFLEC18 derived deflections.
 DQ0943
 DQ0943.The ellipsoidal height was determined by GPS observations
 DQ0943.and is referenced to NAD 83.
 DQ0943
 DQ0943.The dynamic height is computed by dividing the NAVD 88
 DQ0943.geopotential number by the normal gravity value computed on the
 DQ0943.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ0943.degrees latitude (g = 980.6199 gals.).
 DQ0943
 DQ0943.The modeled gravity was interpolated from observed gravity values.
 DQ0943
 DQ0943. The following values were computed from the NAD 83(2011) position.
 DQ0943
 DQ0943;                    North         East     Units Scale Factor Converg.
 DQ0943;SPC MN C     -   163,041.926   880,721.278   MT  1.00001219   +0 44 52.6
 DQ0943;SPC MN C     -   534,913.39  2,889,499.73   sFT  1.00001219   +0 44 52.6
 DQ0943;UTM  15      - 5,045,457.294   483,139.817   MT  0.99960349   -0 09 15.3
 DQ0943
 DQ0943!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DQ0943!SPC MN C     -   0.99995854  x   1.00001219  =   0.99997073
 DQ0943!UTM  15      -   0.99995854  x   0.99960349  =   0.99956205
 DQ0943
 DQ0943_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL8313945457(NAD 83)
 DQ0943
 DQ0943                          SUPERSEDED SURVEY CONTROL
 DQ0943
 DQ0943.No superseded survey control is available for this station.
 DQ0943
 DQ0943_MARKER: I = METAL ROD
 DQ0943_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DQ0943_STAMPING: 3003 Q 2015
 DQ0943_MARK LOGO: MNDT
 DQ0943_PROJECTION: RECESSED 5 CENTIMETERS
 DQ0943_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DQ0943_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ0943_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ0943+SATELLITE: SATELLITE OBSERVATIONS - July 03, 2018
 DQ0943_ROD/PIPE-DEPTH: 14.9 meters
 DQ0943
 DQ0943  HISTORY     - Date     Condition        Report By
 DQ0943  HISTORY     - 20150408 MONUMENTED       MNDT
 DQ0943  HISTORY     - 20170918 GOOD             MNDT
 DQ0943  HISTORY     - 20180703 GOOD             MNDT
 DQ0943
 DQ0943                          STATION DESCRIPTION
 DQ0943
 DQ0943'DESCRIBED BY MN DEPT OF TRANSP 2015
 DQ0943'THE STATION IS LOCATED ABOUT 6.4 MI (10.3 KM) SOUTHEAST OF SPRINGVALE,
 DQ0943'5.2 MI (8.4 KM) NORTH-NORTHEAST OF ISANTI AND 0.8 MI (1.3 KM)
 DQ0943'SOUTH-SOUTHEAST OF CAMBRIDGE.
 DQ0943'
 DQ0943'TO REACH THE MARK GO 0.75 MI (1.2 KM) SOUTH ALONG TRUNK HIGHWAY 65
 DQ0943'FROM THE JUNCTION OF TRUNK HIGHWAY 65 AND TRUNK HIGHWAY 95 IN
 DQ0943'CAMBRIDGE, AT TRUNK HIGHWAY 65 MILE POINT 40.8.
 DQ0943'
 DQ0943'THE MARK IS LOCATED 91.6 FT (27.9 M) SOUTHEAST OF NORTHBOUND TRUNK
 DQ0943'HIGHWAY 65, 7.8 FT (2.4 M) NORTHWEST OF RIGHT-OF-WAY FENCE, 1.5 FT
 DQ0943'(0.5 M) NORTHWEST OF A WITNESS POST.
 DQ0943'
 DQ0943'NOTE - THE STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM
 DQ0943'ROD DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION REMOVABLE
 DQ0943'DISK SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH
 DQ0943'PVC PIPE BACK FILLED WITH WASHED SAND.
 DQ0943
 DQ0943                          STATION RECOVERY (2017)
 DQ0943
 DQ0943'RECOVERY NOTE BY MN DEPT OF TRANSP 2017 (MAS)
 DQ0943'IN CAMBRIDGE, 0.75 MI (1.21 KM) SOUTH ALONG TRUNK HIGHWAY 65 FROM THE
 DQ0943'JUNCTION OF TRUNK HIGHWAY 65 AND TRUNK HIGHWAY 95 IN CAMBRIDGE, AT
 DQ0943'TRUNK HIGHWAY 65 MILE POINT 40.8, 91.6 FT (27.9 M) SOUTHEAST OF
 DQ0943'NORTHBOUND TRUNK HIGHWAY 65, 7.8 FT (2.4 M) NORTHWEST OF A
 DQ0943'RIGHT-OF-WAY FENCE, 1.5 FT (0.5 M) NORTHWEST OF A WITNESS POST.
 DQ0943
 DQ0943                          STATION RECOVERY (2018)
 DQ0943
 DQ0943'RECOVERY NOTE BY MN DEPT OF TRANSP 2018 (CXB)
 DQ0943'IN CAMBRIDGE, 0.75 MILE SOUTH ALONG TRUNK HIGHWAY 65 FROM THE JUNCTION
 DQ0943'OF TRUNK HIGHWAY 65 AND TRUNK HIGHWAY 95 IN CAMBRIDGE, AT TRUNK
 DQ0943'HIGHWAY 65 MILEPOINT 40.8, 91.6 FEET SOUTHEAST OF NORTHBOUND TRUNK
 DQ0943'HIGHWAY 65, 7.8 FEET NORTHWEST OF A RIGHT-OF-WAY FENCE, 1.5 FEET
 DQ0943'NORTHWEST OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DQ0944 ***********************************************************************
 DQ0944  DESIGNATION -  3003 R
 DQ0944  PID         -  DQ0944
 DQ0944  STATE/COUNTY-  MN/ISANTI
 DQ0944  COUNTRY     -  US
 DQ0944  USGS QUAD   -  CAMBRIDGE (2019)
 DQ0944
 DQ0944                         *CURRENT SURVEY CONTROL
 DQ0944  ______________________________________________________________________
 DQ0944* NAD 83(2011) POSITION- 45 34 18.64618(N) 093 12 36.38029(W)   ADJUSTED
 DQ0944* NAD 83(2011) ELLIP HT-   271.754 (meters)        (09/10/18)   ADJUSTED
 DQ0944* NAD 83(2011) EPOCH   -  2010.00
 DQ0944* NAVD 88 ORTHO HEIGHT -   300.197 (meters)      984.90  (feet) ADJUSTED
 DQ0944  ______________________________________________________________________
 DQ0944  GEOID HEIGHT    -        -28.446 (meters)                     GEOID18
 DQ0944  NAD 83(2011) X  -   -250,455.927 (meters)                     COMP
 DQ0944  NAD 83(2011) Y  - -4,465,600.530 (meters)                     COMP
 DQ0944  NAD 83(2011) Z  -  4,532,256.562 (meters)                     COMP
 DQ0944  LAPLACE CORR    -         -0.83  (seconds)                    DEFLEC18
 DQ0944  DYNAMIC HEIGHT  -        300.179 (meters)      984.84  (feet) COMP
 DQ0944  MODELED GRAVITY -    980,548.5   (mgal)                       NAVD 88
 DQ0944
 DQ0944  VERT ORDER      -  SECOND    CLASS I
 DQ0944
 DQ0944  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DQ0944  Standards:
 DQ0944         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DQ0944            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DQ0944  -------------------------------------------------------------------
 DQ0944  NETWORK    0.57   0.98           0.26   0.20   0.50     -0.02776859
 DQ0944  -------------------------------------------------------------------
 DQ0944  Click here for local accuracies and other accuracy information.
 DQ0944
 DQ0944.The horizontal coordinates were established by GPS observations
 DQ0944.and adjusted by the MN DEPT OF TRANSP in September 2018.
 DQ0944
 DQ0944.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DQ0944.been affixed to the stable North American tectonic plate. See 
 DQ0944.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DQ0944
 DQ0944.The horizontal coordinates are valid at the epoch date displayed above
 DQ0944.which is a decimal equivalence of Year/Month/Day.
 DQ0944
 DQ0944.The orthometric height was determined by differential leveling and
 DQ0944.adjusted by the NATIONAL GEODETIC SURVEY
 DQ0944.in September 2016.
 DQ0944
 DQ0944.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ0944.GEOID18 height accuracy estimate available here.
 DQ0944
 DQ0944.Click photographs - Photos may exist for this station.
 DQ0944
 DQ0944.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DQ0944
 DQ0944.The Laplace correction was computed from DEFLEC18 derived deflections.
 DQ0944
 DQ0944.The ellipsoidal height was determined by GPS observations
 DQ0944.and is referenced to NAD 83.
 DQ0944
 DQ0944.The dynamic height is computed by dividing the NAVD 88
 DQ0944.geopotential number by the normal gravity value computed on the
 DQ0944.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ0944.degrees latitude (g = 980.6199 gals.).
 DQ0944
 DQ0944.The modeled gravity was interpolated from observed gravity values.
 DQ0944
 DQ0944. The following values were computed from the NAD 83(2011) position.
 DQ0944
 DQ0944;                    North         East     Units Scale Factor Converg.
 DQ0944;SPC MN C     -   164,092.192   881,171.178   MT  1.00001001   +0 45 08.1
 DQ0944;SPC MN C     -   538,359.13  2,890,975.77   sFT  1.00001001   +0 45 08.1
 DQ0944;UTM  15      - 5,046,499.920   483,606.009   MT  0.99960330   -0 09 00.2
 DQ0944
 DQ0944!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DQ0944!SPC MN C     -   0.99995740  x   1.00001001  =   0.99996741
 DQ0944!UTM  15      -   0.99995740  x   0.99960330  =   0.99956071
 DQ0944
 DQ0944_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL8360646499(NAD 83)
 DQ0944
 DQ0944                          SUPERSEDED SURVEY CONTROL
 DQ0944
 DQ0944.No superseded survey control is available for this station.
 DQ0944
 DQ0944_MARKER: I = METAL ROD
 DQ0944_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DQ0944_STAMPING: 3003 R 2015
 DQ0944_MARK LOGO: MNDT
 DQ0944_PROJECTION: RECESSED 5 CENTIMETERS
 DQ0944_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DQ0944_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ0944_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ0944+SATELLITE: SATELLITE OBSERVATIONS - July 05, 2018
 DQ0944_ROD/PIPE-DEPTH: 5.8 meters
 DQ0944
 DQ0944  HISTORY     - Date     Condition        Report By
 DQ0944  HISTORY     - 20150407 MONUMENTED       MNDT
 DQ0944  HISTORY     - 20170918 GOOD             MNDT
 DQ0944  HISTORY     - 20180705 GOOD             MNDT
 DQ0944
 DQ0944                          STATION DESCRIPTION
 DQ0944
 DQ0944'DESCRIBED BY MN DEPT OF TRANSP 2015
 DQ0944'THE STATION IS LOCATED ABOUT 6.2 MI (10.0 KM) SOUTHEAST OF SPRINGVALE,
 DQ0944'5.9 MI (9.5 KM) NORTH-NORTHEAST OF ISANTI AND 0.7 MI (1.1 KM) EAST OF
 DQ0944'CAMBRIDGE.
 DQ0944'
 DQ0944'TO REACH THE MARK AT SOUTHEAST CORNER OF TRUNK HIGHWAY 65 AND TRUNK
 DQ0944'HIGHWAY 95 IN CAMBRIDGE, AT TRUNK HIGHWAY 65 MILE POINT 41.5.
 DQ0944'
 DQ0944'THE MARK IS LOCATED 51.3 FT (15.6 M) SOUTHEAST OF NORTHBOUND TRUNK
 DQ0944'HIGHWAY 65, 103.1 FT (31.4 M) SOUTH-SOUTHWEST OF SOUTH END OF
 DQ0944'GUARDRAIL, 1.5 FT (0.5 M) NORTHWEST OF A WITNESS POST.
 DQ0944'
 DQ0944'NOTE - THE STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM
 DQ0944'ROD DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION REMOVABLE
 DQ0944'DISK SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH
 DQ0944'PVC PIPE BACK FILLED WITH WASHED SAND.
 DQ0944
 DQ0944                          STATION RECOVERY (2017)
 DQ0944
 DQ0944'RECOVERY NOTE BY MN DEPT OF TRANSP 2017 (MAS)
 DQ0944'IN CAMBRIDGE, AT THE SOUTHEAST CORNER OF TRUNK HIGHWAY 65 AND TRUNK
 DQ0944'HIGHWAY 95 IN CAMBRIDGE, AT TRUNK HIGHWAY 65 MILE POINT 41.5, 51.3 FT
 DQ0944'(15.6 M) SOUTHEAST OF NORTHBOUND TRUNK HIGHWAY 65, 35.7 FT (10.9 M)
 DQ0944'EAST-NORTHEAST OF THE SOUTH END OF A GUARDRAIL, 1.5 FT (0.5 M)
 DQ0944'NORTHWEST OF A WITNESS POST.
 DQ0944
 DQ0944                          STATION RECOVERY (2018)
 DQ0944
 DQ0944'RECOVERY NOTE BY MN DEPT OF TRANSP 2018 (KXV)
 DQ0944'IN CAMBRIDGE, AT THE SOUTHEAST CORNER OF TRUNK HIGHWAY 65 AND TRUNK
 DQ0944'HIGHWAY 95 IN CAMBRIDGE, AT TRUNK HIGHWAY 65 MILEPOINT 41.5, 51.3 FEET
 DQ0944'SOUTHEAST OF NORTHBOUND TRUNK HIGHWAY 65, 35.7 FEET EAST-NORTHEAST OF
 DQ0944'THE SOUTH END OF A GUARDRAIL, 1.5 FEET NORTHWEST OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DQ9858 ***********************************************************************
 DQ9858  HT_MOD      -  This is a Height Modernization Survey Station.
 DQ9858  DESIGNATION -  3003 S
 DQ9858  PID         -  DQ9858
 DQ9858  STATE/COUNTY-  MN/ISANTI
 DQ9858  COUNTRY     -  US
 DQ9858  USGS QUAD   -  ISANTI (2019)
 DQ9858
 DQ9858                         *CURRENT SURVEY CONTROL
 DQ9858  ______________________________________________________________________
 DQ9858* NAD 83(2011) POSITION- 45 26 59.37373(N) 093 14 09.81501(W)   ADJUSTED
 DQ9858* NAD 83(2011) ELLIP HT-   256.670 (meters)        (11/26/18)   ADJUSTED
 DQ9858* NAD 83(2011) EPOCH   -  2010.00
 DQ9858* NAVD 88 ORTHO HEIGHT -   285.14  (meters)      935.5   (feet) GPS OBS
 DQ9858  ______________________________________________________________________
 DQ9858  NAVD 88 orthometric height was determined with geoid model    GEOID12B
 DQ9858  GEOID HEIGHT    -        -28.461 (meters)                     GEOID12B
 DQ9858  GEOID HEIGHT    -        -28.453 (meters)                     GEOID18
 DQ9858  NAD 83(2011) X  -   -253,024.303 (meters)                     COMP
 DQ9858  NAD 83(2011) Y  - -4,475,135.603 (meters)                     COMP
 DQ9858  NAD 83(2011) Z  -  4,522,741.835 (meters)                     COMP
 DQ9858  LAPLACE CORR    -         -2.67  (seconds)                    DEFLEC18
 DQ9858
 DQ9858  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DQ9858  Standards:
 DQ9858         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DQ9858            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DQ9858  -------------------------------------------------------------------
 DQ9858  NETWORK    0.79   1.39           0.35   0.29   0.71     -0.07157141
 DQ9858  -------------------------------------------------------------------
 DQ9858  Click here for local accuracies and other accuracy information.
 DQ9858
 DQ9858.The horizontal coordinates were established by GPS observations
 DQ9858.and adjusted by the MN DEPT OF TRANSP in November 2018.
 DQ9858
 DQ9858.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DQ9858.been affixed to the stable North American tectonic plate. See 
 DQ9858.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DQ9858
 DQ9858.The horizontal coordinates are valid at the epoch date displayed above
 DQ9858.which is a decimal equivalence of Year/Month/Day.
 DQ9858
 DQ9858.The orthometric height was determined by GPS observations and a
 DQ9858.high-resolution geoid model using precise GPS observation and
 DQ9858.processing techniques.
 DQ9858
 DQ9858.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ9858.GEOID18 height accuracy estimate available here.
 DQ9858
 DQ9858.Click photographs - Photos may exist for this station.
 DQ9858
 DQ9858.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DQ9858
 DQ9858.The Laplace correction was computed from DEFLEC18 derived deflections.
 DQ9858
 DQ9858.The ellipsoidal height was determined by GPS observations
 DQ9858.and is referenced to NAD 83.
 DQ9858
 DQ9858. The following values were computed from the NAD 83(2011) position.
 DQ9858
 DQ9858;                    North         East     Units Scale Factor Converg.
 DQ9858;SPC MN C     -   150,505.169   879,318.995   MT  1.00004032   +0 44 00.5
 DQ9858;SPC MN C     -   493,782.38  2,884,899.07   sFT  1.00004032   +0 44 00.5
 DQ9858;UTM  15      - 5,032,949.446   481,541.036   MT  0.99960419   -0 10 05.6
 DQ9858
 DQ9858!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DQ9858!SPC MN C     -   0.99995976  x   1.00004032  =   1.00000008
 DQ9858!UTM  15      -   0.99995976  x   0.99960419  =   0.99956397
 DQ9858
 DQ9858_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL8154132949(NAD 83)
 DQ9858
 DQ9858                          SUPERSEDED SURVEY CONTROL
 DQ9858
 DQ9858.No superseded survey control is available for this station.
 DQ9858
 DQ9858_MARKER: I = METAL ROD
 DQ9858_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DQ9858_STAMPING: 3003 S 2017
 DQ9858_MARK LOGO: MNDT
 DQ9858_PROJECTION: RECESSED 8 CENTIMETERS
 DQ9858_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DQ9858_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ9858_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ9858+SATELLITE: SATELLITE OBSERVATIONS - November 06, 2017
 DQ9858_ROD/PIPE-DEPTH: 11.6 meters
 DQ9858
 DQ9858  HISTORY     - Date     Condition        Report By
 DQ9858  HISTORY     - 20171106 MONUMENTED       MNDT
 DQ9858
 DQ9858                          STATION DESCRIPTION
 DQ9858
 DQ9858'DESCRIBED BY MN DEPT OF TRANSP 2017
 DQ9858'3.0 MILES SOUTH OF ISANTI, 3.0 MILES SOUTH ALONG TRUNK HIGHWAY 65 FROM
 DQ9858'THE JUNCTION OF TRUNK HIGHWAY 65 AND COUNTY ROAD 5 IN ISANTI, AT TRUNK
 DQ9858'HIGHWAY 65 MILEPOINT 32.9, 76.5 FEET WEST OF SOUTHBOUND TRUNK HIGHWAY
 DQ9858'65, 81.0 FEET SOUTH OF 265TH AVENUE NORTHEAST, 53.2 FEET
 DQ9858'SOUTH-SOUTHEAST OF A POWER POLE, 1.5 FEET EAST OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 QO1269 ***********************************************************************
 QO1269  DESIGNATION -  3004 A
 QO1269  PID         -  QO1269
 QO1269  STATE/COUNTY-  MN/ISANTI
 QO1269  COUNTRY     -  US
 QO1269  USGS QUAD   -  BRAHAM (2019)
 QO1269
 QO1269                         *CURRENT SURVEY CONTROL
 QO1269  ______________________________________________________________________
 QO1269* NAD 83(1986) POSITION- 45 42 19.68   (N) 093 11 35.48   (W)   HD_HELD1
 QO1269* NAVD 88 ORTHO HEIGHT -   291.715 (meters)      957.07  (feet) ADJUSTED
 QO1269  ______________________________________________________________________
 QO1269  GEOID HEIGHT    -        -28.237 (meters)                     GEOID18
 QO1269  DYNAMIC HEIGHT  -        291.703 (meters)      957.03  (feet) COMP
 QO1269  MODELED GRAVITY -    980,565.9   (mgal)                       NAVD 88
 QO1269
 QO1269  VERT ORDER      -  SECOND    CLASS I
 QO1269
 QO1269.The horizontal coordinates were determined by differentially corrected
 QO1269.hand held GPS observations or other comparable positioning techniques
 QO1269.and have an estimated accuracy of +/- 3 meters.
 QO1269
 QO1269.The orthometric height was determined by differential leveling and
 QO1269.adjusted by the NATIONAL GEODETIC SURVEY
 QO1269.in June 1991.
 QO1269
 QO1269.Significant digits in the geoid height do not necessarily reflect accuracy.
 QO1269.GEOID18 height accuracy estimate available here.
 QO1269
 QO1269.Click photographs - Photos may exist for this station.
 QO1269
 QO1269.The dynamic height is computed by dividing the NAVD 88
 QO1269.geopotential number by the normal gravity value computed on the
 QO1269.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QO1269.degrees latitude (g = 980.6199 gals.).
 QO1269
 QO1269.The modeled gravity was interpolated from observed gravity values.
 QO1269
 QO1269;                    North         East    Units  Estimated Accuracy
 QO1269;SPC MN C     -   178,959.4     882,293.4     MT  (+/- 3 meters HH1 GPS) 
 QO1269
 QO1269_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL8496161341(NAD 83)
 QO1269
 QO1269                          SUPERSEDED SURVEY CONTROL
 QO1269
 QO1269.No superseded survey control is available for this station.
 QO1269
 QO1269_MARKER: DB = BENCH MARK DISK
 QO1269_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 QO1269_STAMPING: 3004 A 1963
 QO1269_MARK LOGO: MNHD
 QO1269_PROJECTION: FLUSH
 QO1269_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 QO1269_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QO1269_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 QO1269+SATELLITE: SATELLITE OBSERVATIONS - May 23, 2017
 QO1269
 QO1269  HISTORY     - Date     Condition        Report By
 QO1269  HISTORY     - 1963     MONUMENTED       MNHD
 QO1269  HISTORY     - 1977     GOOD             MNDT
 QO1269  HISTORY     - 1984     GOOD             MNDT
 QO1269  HISTORY     - 20080722 GOOD             MNDT
 QO1269  HISTORY     - 20100413 GOOD             MNDT
 QO1269  HISTORY     - 20170523 GOOD             MNDT
 QO1269
 QO1269                          STATION DESCRIPTION
 QO1269
 QO1269'DESCRIBED BY MN DEPT OF TRANSP 1977
 QO1269'1.7 MI SW FROM BRAHAM.
 QO1269'THE MARK IS LOCATED 1.9 MILES SOUTHWEST ALONG TRUNK HIGHWAY 107 FROM
 QO1269'THE JUNCTION OF TRUNK HIGHWAY 108 AND COUNTY ROAD 4 IN BRAHAM AND
 QO1269'5.0 MILES NORTH ALONG TRUNK HIGHWAY 65 FROM THE JUNCTION OF TRUNK
 QO1269'HIGHWAY 65 AND COUNTY ROAD 6 IN GRANDY. IT IS 65.8 FT. WEST OF, AND
 QO1269'1 FT. HIGHER THAN THE CENTER OF SOUTHBOUND TRUNK HIGHWAY 65 AT
 QO1269'MILEPOINT 51.05, 33 FT. SOUTH OF A 30 INCH OAK TREE, 30 FT. NORTHEAST
 QO1269'OF A 30 INCH WHITE PINE TREE AND 4.2 FT. EAST OF A FENCE. IT IS 0.4
 QO1269'FT. NORTH OF A STEEL WITNESS POST.
 QO1269
 QO1269                          STATION RECOVERY (1984)
 QO1269
 QO1269'RECOVERY NOTE BY MN DEPT OF TRANSP 1984
 QO1269'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  THE MARK IS
 QO1269'IN THE SW 1/4 OF SECTION 10, T37N, R23W, 1.9 MILES SOUTHWEST ALONG
 QO1269'TRUNK HIGHWAY 107 FROM ITS JUNCTION WITH COUNTY ROAD 4 IN BRAHAM OR
 QO1269'5.0 MILES NORTH ALONG TRUNK HIGHWAY 65 FROM ITS JUNCTION WITH COUNTY
 QO1269'ROAD 6 IN GRANDY, 65.8 FEET WEST OF AND 1 FOOT HIGHER THAN THE
 QO1269'CENTERLINE OF THE SOUTHBOUND LANE OF TRUNK HIGHWAY 65 AT MILEPOINT
 QO1269'51.05, 33 FEET SOUTH OF A 30 INCH DIAMETER OAK TREE, 30 FEET
 QO1269'NORTHEAST OF A 30 INCH DIAMETER WHITE PINE TREE, 4.2 FEET EAST OF A
 QO1269'FENCE, AND 0.4 FOOT NORTH OF A STEEL WITNESS POST.  THE MARK, A
 QO1269'STANDARD MNHD BENCH MARK DISK STAMPED---3004 A 1963---, IS SET IN THE
 QO1269'TOP OF A 6 FOOT LONG PRECAST CONCRETE POST THAT IS FLUSH WITH THE
 QO1269'SURFACE OF THE GROUND.
 QO1269
 QO1269                          STATION RECOVERY (2008)
 QO1269
 QO1269'RECOVERY NOTE BY MN DEPT OF TRANSP 2008 (WEF)
 QO1269'THE STATION IS LOCATED ABOUT 7.5 MI (12.1 KM) NORTHEAST OF SPRINGVALE,
 QO1269'6.5 MI (10.5 KM) SOUTH-SOUTHWEST OF GRASSTON AND 1.6 MI (2.6 KM)
 QO1269'SOUTHWEST OF BRAHAM.
 QO1269'
 QO1269'TO REACH TO THE MARK GO 1.9 MI (3.1 KM) SOUTHWEST OF THE JUNCTION OF
 QO1269'TRUNK HIGHWAY 107 AND COUNTY ROAD 4, AT TRUNK HIGHWAY 65 MILE POINT
 QO1269'51.05, 65.8 FT (20.1 M) WEST OF SOUTHBOUND TRUNK HIGHWAY 65, 33 FT
 QO1269'(10.1 M) SOUTH OF 30 INCH (76 CM) OAK TREE, 30 FT (9.1 M) NORTHEAST OF
 QO1269'30 INCH (76 CM) WHITE PINE TREE, 16.5 FT (5.0 M) WEST OF A WITNESS
 QO1269'POST, 0.4 FT (0.1 M) NORTH OF A WITNESS POST.
 QO1269
 QO1269                          STATION RECOVERY (2010)
 QO1269
 QO1269'RECOVERY NOTE BY MN DEPT OF TRANSP 2010 (MAS)
 QO1269'RECOVERED AS DESCRIBED.
 QO1269
 QO1269                          STATION RECOVERY (2017)
 QO1269
 QO1269'RECOVERY NOTE BY MN DEPT OF TRANSP 2017 (KDJ)
 QO1269'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 QO1262 ***********************************************************************
 QO1262  DESIGNATION -  3004 AC
 QO1262  PID         -  QO1262
 QO1262  STATE/COUNTY-  MN/ISANTI
 QO1262  COUNTRY     -  US
 QO1262  USGS QUAD   -  BRAHAM (2019)
 QO1262
 QO1262                         *CURRENT SURVEY CONTROL
 QO1262  ______________________________________________________________________
 QO1262* NAD 83(1986) POSITION- 45 38 52.73   (N) 093 11 35.20   (W)   HD_HELD1
 QO1262* NAVD 88 ORTHO HEIGHT -   281.601 (meters)      923.89  (feet) ADJUSTED
 QO1262  ______________________________________________________________________
 QO1262  GEOID HEIGHT    -        -28.355 (meters)                     GEOID18
 QO1262  DYNAMIC HEIGHT  -        281.586 (meters)      923.84  (feet) COMP
 QO1262  MODELED GRAVITY -    980,554.2   (mgal)                       NAVD 88
 QO1262
 QO1262  VERT ORDER      -  SECOND    CLASS I
 QO1262
 QO1262.The horizontal coordinates were determined by differentially corrected
 QO1262.hand held GPS observations or other comparable positioning techniques
 QO1262.and have an estimated accuracy of +/- 3 meters.
 QO1262
 QO1262.The orthometric height was determined by differential leveling and
 QO1262.adjusted by the NATIONAL GEODETIC SURVEY
 QO1262.in October 2012.
 QO1262
 QO1262.Significant digits in the geoid height do not necessarily reflect accuracy.
 QO1262.GEOID18 height accuracy estimate available here.
 QO1262
 QO1262.Click photographs - Photos may exist for this station.
 QO1262
 QO1262.The dynamic height is computed by dividing the NAVD 88
 QO1262.geopotential number by the normal gravity value computed on the
 QO1262.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QO1262.degrees latitude (g = 980.6199 gals.).
 QO1262
 QO1262.The modeled gravity was interpolated from observed gravity values.
 QO1262
 QO1262;                    North         East    Units  Estimated Accuracy
 QO1262;SPC MN C     -   172,570.9     882,384.7     MT  (+/- 3 meters HH1 GPS) 
 QO1262
 QO1262_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL8495254955(NAD 83)
 QO1262
 QO1262                          SUPERSEDED SURVEY CONTROL
 QO1262
 QO1262  NAVD 88 (06/15/91)  281.624  (m)          923.96   (f) SUPERSEDED  2 1
 QO1262
 QO1262.Superseded values are not recommended for survey control.
 QO1262
 QO1262.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QO1262.See file dsdata.pdf to determine how the superseded data were derived.
 QO1262
 QO1262_MARKER: DB = BENCH MARK DISK
 QO1262_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 QO1262_SP_SET: BOX CULVERT HEADWALL
 QO1262_STAMPING: 3004 AC 1977
 QO1262_MARK LOGO: MNHD
 QO1262_MAGNETIC: N = NO MAGNETIC MATERIAL
 QO1262_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QO1262+STABILITY: SURFACE MOTION
 QO1262_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 QO1262+SATELLITE: SATELLITE OBSERVATIONS - October 23, 2017
 QO1262
 QO1262  HISTORY     - Date     Condition        Report By
 QO1262  HISTORY     - 1977     MONUMENTED       MNDT
 QO1262  HISTORY     - 20080721 GOOD             MNDT
 QO1262  HISTORY     - 20100413 GOOD             MNDT
 QO1262  HISTORY     - 20171023 GOOD             MNDT
 QO1262
 QO1262                          STATION DESCRIPTION
 QO1262
 QO1262'DESCRIBED BY MN DEPT OF TRANSP 1977
 QO1262'0.95 MI NORTH FROM GRANDY.
 QO1262'THE MARK IS LOCATED 1.0 MILES NORTH ALONG TRUNK HIGHWAY 65 FROM THE
 QO1262'JUNCTION OF TRUNK HIGHWAY 65 AND COUNTY ROAD 6 IN GRANDY. IT IS 38.0
 QO1262'FT. EAST OF AND 5 FT. LOWER THAN THE CENTER OF TRUNK HIGHWAY 65 AT
 QO1262'MILEPOINT 47.1. IT IS CEMENTED IN THE SOUTHEAST CORNER HEADWALL OF AN
 QO1262'8 BY 8 FT. CONCRETE BOX CULVERT UNDER TRUNK HIGHWAY 65 AT A SMALL
 QO1262'CREEK.
 QO1262
 QO1262                          STATION RECOVERY (2008)
 QO1262
 QO1262'RECOVERY NOTE BY MN DEPT OF TRANSP 2008 (WEF)
 QO1262'THE STATION IS LOCATED ABOUT 5.6 MI (9.0 KM) EAST-NORTHEAST OF
 QO1262'SPRINGVALE, 5.4 MI (8.7 KM) NORTH-NORTHEAST OF CAMBRIDGE AND 5.3 MI
 QO1262'(8.5 KM) SOUTH-SOUTHWEST OF BRAHAM.
 QO1262'
 QO1262'TO REACH TO THE MARK GO 0.9 MI (1.4 KM) NORTH OF THE JUNCTION OF TRUNK
 QO1262'HIGHWAY 65 AND COUNTY ROAD 6 AT GRANDY, AT TRUNK HIGHWAY 65 MILE POINT
 QO1262'47.1, IN SOUTHEAST HEADWALL OF TRUNK HIGHWAY 65 BOX CULVERT AT SMALL
 QO1262'CREEK, 38 FT (11.6 M) EAST OF TRUNK HIGHWAY 65.
 QO1262
 QO1262                          STATION RECOVERY (2010)
 QO1262
 QO1262'RECOVERY NOTE BY MN DEPT OF TRANSP 2010 (MAS)
 QO1262'RECOVERED AS DESCRIBED.
 QO1262
 QO1262                          STATION RECOVERY (2017)
 QO1262
 QO1262'RECOVERY NOTE BY MN DEPT OF TRANSP 2017 (MAS)
 QO1262'0.9 MI (1.4 KM) NORTH OF GRANDY, IN THE SOUTHEAST HEADWALL OF A TRUNK
 QO1262'HIGHWAY 65 BOX CULVERT AT A SMALL CREEK, 0.9 MI (1.4 KM) NORTH ALONG
 QO1262'TRUNK HIGHWAY 65 FROM THE SOUTH JUNCTION OF TRUNK HIGHWAY 65 AND
 QO1262'COUNTY ROAD 6 AT GRANDY, AT TRUNK HIGHWAY 65 MILE POINT 47.1, 38.0 FT
 QO1262'(11.6 M) EAST OF TRUNK HIGHWAY 65.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 QO1264 ***********************************************************************
 QO1264  DESIGNATION -  3004 AD
 QO1264  PID         -  QO1264
 QO1264  STATE/COUNTY-  MN/ISANTI
 QO1264  COUNTRY     -  US
 QO1264  USGS QUAD   -  BRAHAM (2019)
 QO1264
 QO1264                         *CURRENT SURVEY CONTROL
 QO1264  ______________________________________________________________________
 QO1264* NAD 83(1986) POSITION- 45 39 26.63   (N) 093 11 35.05   (W)   HD_HELD1
 QO1264* NAVD 88 ORTHO HEIGHT -   280.892 (meters)      921.56  (feet) ADJUSTED
 QO1264  ______________________________________________________________________
 QO1264  GEOID HEIGHT    -        -28.337 (meters)                     GEOID18
 QO1264  DYNAMIC HEIGHT  -        280.877 (meters)      921.51  (feet) COMP
 QO1264  MODELED GRAVITY -    980,556.0   (mgal)                       NAVD 88
 QO1264
 QO1264  VERT ORDER      -  SECOND    CLASS I
 QO1264
 QO1264.The horizontal coordinates were determined by differentially corrected
 QO1264.hand held GPS observations or other comparable positioning techniques
 QO1264.and have an estimated accuracy of +/- 3 meters.
 QO1264
 QO1264.The orthometric height was determined by differential leveling and
 QO1264.adjusted by the NATIONAL GEODETIC SURVEY
 QO1264.in June 1991.
 QO1264
 QO1264.Significant digits in the geoid height do not necessarily reflect accuracy.
 QO1264.GEOID18 height accuracy estimate available here.
 QO1264
 QO1264.Click photographs - Photos may exist for this station.
 QO1264
 QO1264.The dynamic height is computed by dividing the NAVD 88
 QO1264.geopotential number by the normal gravity value computed on the
 QO1264.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QO1264.degrees latitude (g = 980.6199 gals.).
 QO1264
 QO1264.The modeled gravity was interpolated from observed gravity values.
 QO1264
 QO1264;                    North         East    Units  Estimated Accuracy
 QO1264;SPC MN C     -   173,617.4     882,374.0     MT  (+/- 3 meters HH1 GPS) 
 QO1264
 QO1264_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL8495856001(NAD 83)
 QO1264
 QO1264                          SUPERSEDED SURVEY CONTROL
 QO1264
 QO1264.No superseded survey control is available for this station.
 QO1264
 QO1264_MARKER: DB = BENCH MARK DISK
 QO1264_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 QO1264_SP_SET: BOX CULVERT HEADWALL
 QO1264_STAMPING: 3004 AD 1977
 QO1264_MARK LOGO: MNHD
 QO1264_MAGNETIC: N = NO MAGNETIC MATERIAL
 QO1264_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QO1264+STABILITY: SURFACE MOTION
 QO1264_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 QO1264+SATELLITE: SATELLITE OBSERVATIONS - April 13, 2010
 QO1264
 QO1264  HISTORY     - Date     Condition        Report By
 QO1264  HISTORY     - 1977     MONUMENTED       MNDT
 QO1264  HISTORY     - 20080721 GOOD             MNDT
 QO1264  HISTORY     - 20100413 GOOD             MNDT
 QO1264
 QO1264                          STATION DESCRIPTION
 QO1264
 QO1264'DESCRIBED BY MN DEPT OF TRANSP 1977
 QO1264'1.6 MI NORTH FROM GRANDY.
 QO1264'THE MARK IS LOCATED 1.65 MILES NORTH ALONG TRUNK HIGHWAY 65 FROM THE
 QO1264'JUNCTION OF TRUNK HIGHWAY 65 AND COUNTY ROAD 6 IN GRANDY. IT IS 51.5
 QO1264'FT. EAST OF, AND 10 FT. LOWER THAN THE CENTER OF TRUNK HIGHWAY 65 AT
 QO1264'MILEPOINT 47.8. IT IS CEMENTED IN THE SOUTHEAST CORNER HEADWALL OF AN
 QO1264'8 BY 8 FT. CONCRETE BOX CULVERT UNDER TRUNK HIGHWAY 65 AT A SMALL
 QO1264'CREEK.
 QO1264
 QO1264                          STATION RECOVERY (2008)
 QO1264
 QO1264'RECOVERY NOTE BY MN DEPT OF TRANSP 2008 (WEF)
 QO1264'THE STATION IS LOCATED ABOUT 6.0 MI (9.7 KM) NORTH-NORTHEAST OF
 QO1264'CAMBRIDGE, 5.8 MI (9.3 KM) EAST-NORTHEAST OF SPRINGVALE AND 4.7 MI
 QO1264'(7.6 KM) SOUTH-SOUTHWEST OF BRAHAM.
 QO1264'
 QO1264'TO REACH TO THE MARK GO 1.65 MI (2.7 KM) NORTH OF THE JUNCTION OF
 QO1264'TRUNK HIGHWAY 65 AND COUNTY ROAD 6 AT GRANDY, AT TRUNK HIGHWAY 65 MILE
 QO1264'POINT 47.8, IN SOUTHEAST HEADWALL OF TRUNK HIGHWAY 65 BOX CULVERT AT
 QO1264'SMALL CREEK, 51.5 FT (15.7 M) EAST OF TRUNK HIGHWAY 65.
 QO1264
 QO1264                          STATION RECOVERY (2010)
 QO1264
 QO1264'RECOVERY NOTE BY MN DEPT OF TRANSP 2010 (MAS)
 QO1264'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 QO1266 ***********************************************************************
 QO1266  DESIGNATION -  3004 AE
 QO1266  PID         -  QO1266
 QO1266  STATE/COUNTY-  MN/ISANTI
 QO1266  COUNTRY     -  US
 QO1266  USGS QUAD   -  BRAHAM (2019)
 QO1266
 QO1266                         *CURRENT SURVEY CONTROL
 QO1266  ______________________________________________________________________
 QO1266* NAD 83(1986) POSITION- 45 41 03.60   (N) 093 11 34.52   (W)   HD_HELD1
 QO1266* NAVD 88 ORTHO HEIGHT -   286.102 (meters)      938.65  (feet) ADJUSTED
 QO1266  ______________________________________________________________________
 QO1266  GEOID HEIGHT    -        -28.282 (meters)                     GEOID18
 QO1266  DYNAMIC HEIGHT  -        286.089 (meters)      938.61  (feet) COMP
 QO1266  MODELED GRAVITY -    980,561.6   (mgal)                       NAVD 88
 QO1266
 QO1266  VERT ORDER      -  SECOND    CLASS I
 QO1266
 QO1266.The horizontal coordinates were determined by differentially corrected
 QO1266.hand held GPS observations or other comparable positioning techniques
 QO1266.and have an estimated accuracy of +/- 3 meters.
 QO1266
 QO1266.The orthometric height was determined by differential leveling and
 QO1266.adjusted by the NATIONAL GEODETIC SURVEY
 QO1266.in October 2012.
 QO1266
 QO1266.Significant digits in the geoid height do not necessarily reflect accuracy.
 QO1266.GEOID18 height accuracy estimate available here.
 QO1266
 QO1266.Click photographs - Photos may exist for this station.
 QO1266
 QO1266.The dynamic height is computed by dividing the NAVD 88
 QO1266.geopotential number by the normal gravity value computed on the
 QO1266.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QO1266.degrees latitude (g = 980.6199 gals.).
 QO1266
 QO1266.The modeled gravity was interpolated from observed gravity values.
 QO1266
 QO1266;                    North         East    Units  Estimated Accuracy
 QO1266;SPC MN C     -   176,611.1     882,345.5     MT  (+/- 3 meters HH1 GPS) 
 QO1266
 QO1266_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL8497658993(NAD 83)
 QO1266
 QO1266                          SUPERSEDED SURVEY CONTROL
 QO1266
 QO1266  NAVD 88 (06/15/91)  286.112  (m)          938.69   (f) SUPERSEDED  2 1
 QO1266
 QO1266.Superseded values are not recommended for survey control.
 QO1266
 QO1266.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QO1266.See file dsdata.pdf to determine how the superseded data were derived.
 QO1266
 QO1266_MARKER: DB = BENCH MARK DISK
 QO1266_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 QO1266_SP_SET: BOX CULVERT HEADWALL
 QO1266_STAMPING: 3004 AE 1977
 QO1266_MARK LOGO: MNHD
 QO1266_MAGNETIC: N = NO MAGNETIC MATERIAL
 QO1266_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QO1266+STABILITY: SURFACE MOTION
 QO1266_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 QO1266+SATELLITE: SATELLITE OBSERVATIONS - October 23, 2017
 QO1266
 QO1266  HISTORY     - Date     Condition        Report By
 QO1266  HISTORY     - 1977     MONUMENTED       MNDT
 QO1266  HISTORY     - 20080722 GOOD             MNDT
 QO1266  HISTORY     - 20100413 GOOD             MNDT
 QO1266  HISTORY     - 20171023 GOOD             MNDT
 QO1266
 QO1266                          STATION DESCRIPTION
 QO1266
 QO1266'DESCRIBED BY MN DEPT OF TRANSP 1977
 QO1266'3.5 MI NORTH FROM GRANDY.
 QO1266'THE MARK IS LOCATED 3.5 MILES NORTH ALONG TRUNK HIGHWAY 65 FROM THE
 QO1266'JUNCTION OF TRUNK HIGHWAY 65 AND COUNTY ROAD 6 IN GRANDY AND 1.5 MILES
 QO1266'SOUTH OF THE JUNCTION OF TRUNK HIGHWAY 65 AND TRUNK HIGHWAY 107. IT IS
 QO1266'34.5 FT. EAST OF AND 3 FT. LOWER THAN THE CENTER OF TRUNK HIGHWAY 65
 QO1266'AT MILEPOINT 49.65. IT IS IN THE SOUTHEAST CORNER HEADWALL OF AN 8 BY
 QO1266'8 FT. CONCRETE BOX CULVERT UNDER TRUNK HIGHWAY 65 AT A SMALL CREEK.
 QO1266
 QO1266                          STATION RECOVERY (2008)
 QO1266
 QO1266'RECOVERY NOTE BY MN DEPT OF TRANSP 2008 (WEF)
 QO1266'THE STATION IS LOCATED ABOUT 7.8 MI (12.6 KM) NORTH OF CAMBRIDGE, 6.6
 QO1266'MI (10.6 KM) NORTHEAST OF SPRINGVALE AND 2.9 MI (4.7 KM)
 QO1266'SOUTH-SOUTHWEST OF BRAHAM.
 QO1266'
 QO1266'TO REACH TO THE MARK GO 3.5 MI (5.6 KM) NORTH OF THE JUNCTION OF TRUNK
 QO1266'HIGHWAY 65 AND COUNTY ROAD 6 AT GRANDY, 1.5 MI (2.4 KM) SOUTH OF THE
 QO1266'JUNCTION OF TRUNK HIGHWAY 65 AND TRUNK HIGHWAY 107, AT TRUNK HIGHWAY
 QO1266'65 MILE POINT 49.65, IN SOUTHEAST HEADWALL OF TRUNK HIGHWAY 65 BOX
 QO1266'CULVERT AT SMALL CREEK, 34.5 FT (10.5 M) EAST OF TRUNK HIGHWAY 65.
 QO1266
 QO1266                          STATION RECOVERY (2010)
 QO1266
 QO1266'RECOVERY NOTE BY MN DEPT OF TRANSP 2010 (MAS)
 QO1266'RECOVERED AS DESCRIBED.
 QO1266
 QO1266                          STATION RECOVERY (2017)
 QO1266
 QO1266'RECOVERY NOTE BY MN DEPT OF TRANSP 2017 (MAS)
 QO1266'2.7 MI (4.3 KM) SOUTH-SOUTHWEST OF BRAHAM, IN THE SOUTHEAST HEADWALL
 QO1266'OF A TRUNK HIGHWAY 65 BOX CULVERT AT A SMALL CREEK, 1.5 MI (2.4 KM)
 QO1266'SOUTH ALONG TRUNK HIGHWAY 65 FROM THE JUNCTION OF TRUNK HIGHWAY 65 AND
 QO1266'TRUNK HIGHWAY 107 (THE JUNCTION IS 1.5 MI (2.4 KM) SOUTHWEST OF
 QO1266'BRAHAM), AT TRUNK HIGHWAY 65 MILE POINT 49.65, 34.5 FT (10.5 M) EAST
 QO1266'OF TRUNK HIGHWAY 65.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DR2717 ***********************************************************************
 DR2717  DESIGNATION -  3004 AF RESET
 DR2717  PID         -  DR2717
 DR2717  STATE/COUNTY-  MN/ISANTI
 DR2717  COUNTRY     -  US
 DR2717  USGS QUAD   -  BRAHAM (2019)
 DR2717
 DR2717                         *CURRENT SURVEY CONTROL
 DR2717  ______________________________________________________________________
 DR2717* NAD 83(1986) POSITION- 45 41 42.01   (N) 093 11 30.70   (W)   HD_HELD1
 DR2717* NAVD 88 ORTHO HEIGHT -   289.113 (meters)      948.53  (feet) ADJUSTED
 DR2717  ______________________________________________________________________
 DR2717  GEOID HEIGHT    -        -28.259 (meters)                     GEOID18
 DR2717  DYNAMIC HEIGHT  -        289.100 (meters)      948.49  (feet) COMP
 DR2717  MODELED GRAVITY -    980,563.7   (mgal)                       NAVD 88
 DR2717
 DR2717  VERT ORDER      -  SECOND    CLASS I
 DR2717
 DR2717.The horizontal coordinates were determined by differentially corrected
 DR2717.hand held GPS observations or other comparable positioning techniques
 DR2717.and have an estimated accuracy of +/- 3 meters.
 DR2717
 DR2717.The orthometric height was determined by differential leveling and
 DR2717.adjusted by the NATIONAL GEODETIC SURVEY
 DR2717.in April 2021.
 DR2717
 DR2717.Significant digits in the geoid height do not necessarily reflect accuracy.
 DR2717.GEOID18 height accuracy estimate available here.
 DR2717
 DR2717.Click photographs - Photos may exist for this station.
 DR2717
 DR2717.The dynamic height is computed by dividing the NAVD 88
 DR2717.geopotential number by the normal gravity value computed on the
 DR2717.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DR2717.degrees latitude (g = 980.6199 gals.).
 DR2717
 DR2717.The modeled gravity was interpolated from observed gravity values.
 DR2717
 DR2717;                    North         East    Units  Estimated Accuracy
 DR2717;SPC MN C     -   177,797.9     882,412.3     MT  (+/- 3 meters HH1 GPS) 
 DR2717
 DR2717_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL8506260179(NAD 83)
 DR2717
 DR2717                          SUPERSEDED SURVEY CONTROL
 DR2717
 DR2717.No superseded survey control is available for this station.
 DR2717
 DR2717_MARKER: I = METAL ROD
 DR2717_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DR2717_STAMPING: 3004 AF RESET 2017
 DR2717_MARK LOGO: MNDT
 DR2717_PROJECTION: RECESSED 3 CENTIMETERS
 DR2717_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DR2717_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DR2717_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DR2717+SATELLITE: SATELLITE OBSERVATIONS - October 18, 2017
 DR2717_ROD/PIPE-DEPTH: 26.8 meters
 DR2717
 DR2717  HISTORY     - Date     Condition        Report By
 DR2717  HISTORY     - 20171018 MONUMENTED       MNDT
 DR2717
 DR2717                          STATION DESCRIPTION
 DR2717
 DR2717'DESCRIBED BY MN DEPT OF TRANSP 2017
 DR2717'THE MARK IS LOCATED ABOUT 2.2 MI (3.5 KM) SOUTHWEST OF BRAHAM.
 DR2717'
 DR2717'TO REACH THE MARK GO 0.8 MI (1.3 KM) SOUTH ALONG TRUNK HIGHWAY 65 FROM
 DR2717'THE JUNCTION OF TRUNK HIGHWAY 65 AND TRUNK HIGHWAY 107 (THE JUNCTION
 DR2717'IS 1.5 MI (2.4 KM) SOUTHWEST OF BRAHAM), AT TRUNK HIGHWAY 65 MILE
 DR2717'POINT 50.3.
 DR2717'
 DR2717'THE MARK IS LOCATED 275.0 FT (83.8 M) EAST OF TRUNK HIGHWAY 65, 119.3
 DR2717'FT (36.4 M) EAST OF A RIGHT-OF-WAY POST, 20.0 FT (6.1 M) NORTH OF
 DR2717'401ST AVENUE NORTHEAST, 1.2 FT (0.4 M) WEST OF A WITNESS POST.
 DR2717'
 DR2717'NOTE-THE STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM ROD
 DR2717'DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION REMOVABLE DISK
 DR2717'SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH PVC
 DR2717'PIPE BACK FILLED WITH WASHED SAND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 QO1267 ***********************************************************************
 QO1267  DESIGNATION -  3004 AG
 QO1267  PID         -  QO1267
 QO1267  STATE/COUNTY-  MN/ISANTI
 QO1267  COUNTRY     -  US
 QO1267  USGS QUAD   -  BRAHAM (2019)
 QO1267
 QO1267                         *CURRENT SURVEY CONTROL
 QO1267  ______________________________________________________________________
 QO1267* NAD 83(1986) POSITION- 45 41 27.20   (N) 093 11 34.38   (W)   HD_HELD1
 QO1267* NAVD 88 ORTHO HEIGHT -   286.952 (meters)      941.44  (feet) ADJUSTED
 QO1267  ______________________________________________________________________
 QO1267  GEOID HEIGHT    -        -28.268 (meters)                     GEOID18
 QO1267  DYNAMIC HEIGHT  -        286.938 (meters)      941.40  (feet) COMP
 QO1267  MODELED GRAVITY -    980,562.9   (mgal)                       NAVD 88
 QO1267
 QO1267  VERT ORDER      -  SECOND    CLASS I
 QO1267
 QO1267.The horizontal coordinates were determined by differentially corrected
 QO1267.hand held GPS observations or other comparable positioning techniques
 QO1267.and have an estimated accuracy of +/- 3 meters.
 QO1267
 QO1267.The orthometric height was determined by differential leveling and
 QO1267.adjusted by the NATIONAL GEODETIC SURVEY
 QO1267.in October 2012.
 QO1267
 QO1267.Significant digits in the geoid height do not necessarily reflect accuracy.
 QO1267.GEOID18 height accuracy estimate available here.
 QO1267
 QO1267.Click photographs - Photos may exist for this station.
 QO1267
 QO1267.The dynamic height is computed by dividing the NAVD 88
 QO1267.geopotential number by the normal gravity value computed on the
 QO1267.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QO1267.degrees latitude (g = 980.6199 gals.).
 QO1267
 QO1267.The modeled gravity was interpolated from observed gravity values.
 QO1267
 QO1267;                    North         East    Units  Estimated Accuracy
 QO1267;SPC MN C     -   177,339.7     882,338.8     MT  (+/- 3 meters HH1 GPS) 
 QO1267
 QO1267_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL8498159722(NAD 83)
 QO1267
 QO1267                          SUPERSEDED SURVEY CONTROL
 QO1267
 QO1267  NAVD 88 (06/15/91)  286.964  (m)          941.48   (f) SUPERSEDED  2 1
 QO1267
 QO1267.Superseded values are not recommended for survey control.
 QO1267
 QO1267.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QO1267.See file dsdata.pdf to determine how the superseded data were derived.
 QO1267
 QO1267_MARKER: DB = BENCH MARK DISK
 QO1267_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 QO1267_SP_SET: BOX CULVERT HEADWALL
 QO1267_STAMPING: 3004 AG 1977
 QO1267_MARK LOGO: MNHD
 QO1267_MAGNETIC: N = NO MAGNETIC MATERIAL
 QO1267_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QO1267+STABILITY: SURFACE MOTION
 QO1267_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 QO1267+SATELLITE: SATELLITE OBSERVATIONS - May 23, 2017
 QO1267
 QO1267  HISTORY     - Date     Condition        Report By
 QO1267  HISTORY     - 1977     MONUMENTED       MNDT
 QO1267  HISTORY     - 20080722 GOOD             MNDT
 QO1267  HISTORY     - 20100413 GOOD             MNDT
 QO1267  HISTORY     - 20170523 GOOD             MNDT
 QO1267
 QO1267                          STATION DESCRIPTION
 QO1267
 QO1267'DESCRIBED BY MN DEPT OF TRANSP 1977
 QO1267'4.0 MI NORTH FROM GRANDY.
 QO1267'THE MARK IS LOCATED 4.0 MILES NORTH ALONG TRUNK HIGHWAY 65 FROM THE
 QO1267'JUNCTION OF TRUNK HIGHWAY 65 AND COUNTY ROAD 6 IN GRANDY AND 1.0
 QO1267'MILES SOUTH OF THE JUNCTION OF TRUNK HIGHWAY 65 AND TRUNK HIGHWAY 107.
 QO1267'IT IS 37.5 FT. EAST OF, AND 4 FT. LOWER THAN THE CENTER OF TRUNK
 QO1267'HIGHWAY 65 AT MILEPOINT 50.05. IT IS CEMENTED IN THE SOUTHEAST CORNER
 QO1267'HEADWALL OF A CONCRETE 7 BY 8 FT. BOX CULVERT UNDER TRUNK HIGHWAY 65
 QO1267'AT A SMALL CREEK.
 QO1267
 QO1267                          STATION RECOVERY (2008)
 QO1267
 QO1267'RECOVERY NOTE BY MN DEPT OF TRANSP 2008 (WEF)
 QO1267'THE STATION IS LOCATED ABOUT 7.5 MI (12.1 KM) SOUTH-SOUTHWEST OF
 QO1267'GRASSTON, 6.9 MI (11.1 KM) NORTHEAST OF SPRINGVALE AND 2.5 MI (4.0 KM)
 QO1267'SOUTH-SOUTHWEST OF BRAHAM.
 QO1267'
 QO1267'TO REACH TO THE MARK GO 4.0 MI (6.4 KM) NORTH OF THE JUNCTION OF TRUNK
 QO1267'HIGHWAY 65 AND COUNTY ROAD 6 AT GRANDY, 1.0 MI (1.6 KM) SOUTH OF THE
 QO1267'JUNCTION OF TRUNK HIGHWAY 65 AND TRUNK HIGHWAY 107, AT TRUNK HIGHWAY
 QO1267'65 MILE POINT 50.05, IN SOUTHEAST HEADWALL OF TRUNK HIGHWAY 65 BOX
 QO1267'CULVERT AT SMALL CREEK, 37.5 FT (11.4 M) EAST OF TRUNK HIGHWAY 65.
 QO1267
 QO1267                          STATION RECOVERY (2010)
 QO1267
 QO1267'RECOVERY NOTE BY MN DEPT OF TRANSP 2010 (MAS)
 QO1267'RECOVERED AS DESCRIBED.
 QO1267
 QO1267                          STATION RECOVERY (2017)
 QO1267
 QO1267'RECOVERY NOTE BY MN DEPT OF TRANSP 2017 (KDJ)
 QO1267'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DM4928 ***********************************************************************
 DM4928  DESIGNATION -  3004 AH
 DM4928  PID         -  DM4928
 DM4928  STATE/COUNTY-  MN/ISANTI
 DM4928  COUNTRY     -  US
 DM4928  USGS QUAD   -  BRAHAM (2019)
 DM4928
 DM4928                         *CURRENT SURVEY CONTROL
 DM4928  ______________________________________________________________________
 DM4928* NAD 83(2011) POSITION- 45 41 15.26027(N) 093 11 35.97711(W)   ADJUSTED
 DM4928* NAD 83(2011) ELLIP HT-   260.888 (meters)        (06/27/12)   ADJUSTED
 DM4928* NAD 83(2011) EPOCH   -  2010.00
 DM4928* NAVD 88 ORTHO HEIGHT -   289.146 (meters)      948.64  (feet) ADJUSTED
 DM4928  ______________________________________________________________________
 DM4928  GEOID HEIGHT    -        -28.275 (meters)                     GEOID18
 DM4928  NAD 83(2011) X  -   -248,635.576 (meters)                     COMP
 DM4928  NAD 83(2011) Y  - -4,456,485.580 (meters)                     COMP
 DM4928  NAD 83(2011) Z  -  4,541,243.666 (meters)                     COMP
 DM4928  LAPLACE CORR    -         -0.95  (seconds)                    DEFLEC18
 DM4928  DYNAMIC HEIGHT  -        289.133 (meters)      948.60  (feet) COMP
 DM4928  MODELED GRAVITY -    980,562.2   (mgal)                       NAVD 88
 DM4928
 DM4928  VERT ORDER      -  SECOND    CLASS I
 DM4928
 DM4928  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DM4928  Standards:
 DM4928         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DM4928            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DM4928  -------------------------------------------------------------------
 DM4928  NETWORK    0.40   0.49           0.18   0.14   0.25      0.05338346
 DM4928  -------------------------------------------------------------------
 DM4928  Click here for local accuracies and other accuracy information.
 DM4928
 DM4928.The horizontal coordinates were established by GPS observations
 DM4928.and adjusted by the National Geodetic Survey in June 2012.
 DM4928
 DM4928.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DM4928.been affixed to the stable North American tectonic plate. See 
 DM4928.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DM4928
 DM4928.The horizontal coordinates are valid at the epoch date displayed above
 DM4928.which is a decimal equivalence of Year/Month/Day.
 DM4928
 DM4928.The orthometric height was determined by differential leveling and
 DM4928.adjusted by the NATIONAL GEODETIC SURVEY
 DM4928.in October 2012.
 DM4928
 DM4928.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM4928.GEOID18 height accuracy estimate available here.
 DM4928
 DM4928.Click photographs - Photos may exist for this station.
 DM4928
 DM4928.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DM4928
 DM4928.The Laplace correction was computed from DEFLEC18 derived deflections.
 DM4928
 DM4928.The ellipsoidal height was determined by GPS observations
 DM4928.and is referenced to NAD 83.
 DM4928
 DM4928.The dynamic height is computed by dividing the NAVD 88
 DM4928.geopotential number by the normal gravity value computed on the
 DM4928.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM4928.degrees latitude (g = 980.6199 gals.).
 DM4928
 DM4928.The modeled gravity was interpolated from observed gravity values.
 DM4928
 DM4928. The following values were computed from the NAD 83(2011) position.
 DM4928
 DM4928;                    North         East     Units Scale Factor Converg.
 DM4928;SPC MN C     -   176,970.623   882,309.204   MT  0.99998539   +0 45 51.8
 DM4928;SPC MN C     -   580,611.12  2,894,709.45   sFT  0.99998539   +0 45 51.8
 DM4928;UTM  15      - 5,059,353.757   484,946.215   MT  0.99960279   -0 08 18.0
 DM4928
 DM4928!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DM4928!SPC MN C     -   0.99995910  x   0.99998539  =   0.99994449
 DM4928!UTM  15      -   0.99995910  x   0.99960279  =   0.99956191
 DM4928
 DM4928:                Primary Azimuth Mark                     Grid Az
 DM4928:SPC MN C     -  3004 B                                   177 22 58.7
 DM4928:UTM  15      -  3004 B                                   178 17 08.5
 DM4928
 DM4928_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL8494659353(NAD 83)
 DM4928
 DM4928|---------------------------------------------------------------------|
 DM4928| PID    Reference Object                     Distance      Geod. Az  |
 DM4928|                                                           dddmmss.s |
 DM4928| QO1265 3004 B                              APPROX. 1.5 KM 1780850.5 |
 DM4928|---------------------------------------------------------------------|
 DM4928
 DM4928                          SUPERSEDED SURVEY CONTROL
 DM4928
 DM4928  NAD 83(2007)-  45 41 15.26040(N)    093 11 35.97791(W) AD(2002.00) 1
 DM4928  ELLIP H (01/10/11)  260.913  (m)                       GP(2002.00) 1 1
 DM4928  NAVD 88             289.15   (m)          948.7    (f) LEVELING    3  
 DM4928
 DM4928.Superseded values are not recommended for survey control.
 DM4928
 DM4928.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DM4928.See file dsdata.pdf to determine how the superseded data were derived.
 DM4928
 DM4928_MARKER: I = METAL ROD
 DM4928_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DM4928_STAMPING: 3004 AH 2010
 DM4928_MARK LOGO: MNDT
 DM4928_PROJECTION: FLUSH
 DM4928_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DM4928_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DM4928_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DM4928+SATELLITE: SATELLITE OBSERVATIONS - May 23, 2017
 DM4928_ROD/PIPE-DEPTH: 15.2 meters
 DM4928
 DM4928  HISTORY     - Date     Condition        Report By
 DM4928  HISTORY     - 20100415 MONUMENTED       MNDT
 DM4928  HISTORY     - 2010     GOOD             MNDT
 DM4928  HISTORY     - 20170523 GOOD             MNDT
 DM4928
 DM4928                          STATION DESCRIPTION
 DM4928
 DM4928'DESCRIBED BY MN DEPT OF TRANSP 2010
 DM4928'THE MARK IS 2.8 MILES SOUTHWEST OF BRAHAM, 1.3 MILES SOUTH ALONG TRUNK
 DM4928'HIGHWAY 65 FROM JUNCTION OF TRUNK HIGHWAY 65 AND TRUNK HIGHWAY 107
 DM4928'ABOUT 2 MILES SOUTHWEST OF BRAHAM, AT TRUNK HIGHWAY 65 MILEPOINT 49.8,
 DM4928'73.5 FEET WEST OF TRUNK HIGHWAY 65, 47.4 FEET SOUTH OF 397TH AVENUE
 DM4928'NORTHEAST, 1.5 FEET EAST OF FENCE.
 DM4928
 DM4928                          STATION RECOVERY (2010)
 DM4928
 DM4928'RECOVERY NOTE BY MN DEPT OF TRANSP 2010 (MAS)
 DM4928'RECOVERED AS DESCRIBED.
 DM4928'
 DM4928'NOTE - THE STATION MARK CONSISTS OF A 3/4 INCH (19 MM) DIAMETER
 DM4928'ALUMINUM ROD DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL MARK
 DM4928'REMOVABLE DISK SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY
 DM4928'A SIX-INCH PVC PIPE BACKFILLED WITH WASHED SAND.
 DM4928
 DM4928                          STATION RECOVERY (2017)
 DM4928
 DM4928'RECOVERY NOTE BY MN DEPT OF TRANSP 2017 (KDJ)
 DM4928'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DM4929 ***********************************************************************
 DM4929  DESIGNATION -  3004 AJ
 DM4929  PID         -  DM4929
 DM4929  STATE/COUNTY-  MN/ISANTI
 DM4929  COUNTRY     -  US
 DM4929  USGS QUAD   -  BRAHAM (2019)
 DM4929
 DM4929                         *CURRENT SURVEY CONTROL
 DM4929  ______________________________________________________________________
 DM4929* NAD 83(2011) POSITION- 45 38 04.13840(N) 093 11 44.24832(W)   ADJUSTED
 DM4929* NAD 83(2011) ELLIP HT-   256.705 (meters)        (06/27/12)   ADJUSTED
 DM4929* NAD 83(2011) EPOCH   -  2010.00
 DM4929* NAVD 88 ORTHO HEIGHT -   285.084 (meters)      935.31  (feet) ADJUSTED
 DM4929  ______________________________________________________________________
 DM4929  GEOID HEIGHT    -        -28.379 (meters)                     GEOID18
 DM4929  NAD 83(2011) X  -   -249,049.385 (meters)                     COMP
 DM4929  NAD 83(2011) Y  - -4,460,686.513 (meters)                     COMP
 DM4929  NAD 83(2011) Z  -  4,537,116.561 (meters)                     COMP
 DM4929  LAPLACE CORR    -         -0.70  (seconds)                    DEFLEC18
 DM4929  DYNAMIC HEIGHT  -        285.068 (meters)      935.26  (feet) COMP
 DM4929  MODELED GRAVITY -    980,551.7   (mgal)                       NAVD 88
 DM4929
 DM4929  VERT ORDER      -  SECOND    CLASS I
 DM4929
 DM4929  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DM4929  Standards:
 DM4929         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DM4929            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DM4929  -------------------------------------------------------------------
 DM4929  NETWORK    0.30   0.39           0.14   0.10   0.20      0.06072846
 DM4929  -------------------------------------------------------------------
 DM4929  Click here for local accuracies and other accuracy information.
 DM4929
 DM4929.The horizontal coordinates were established by GPS observations
 DM4929.and adjusted by the National Geodetic Survey in June 2012.
 DM4929
 DM4929.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DM4929.been affixed to the stable North American tectonic plate. See 
 DM4929.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DM4929
 DM4929.The horizontal coordinates are valid at the epoch date displayed above
 DM4929.which is a decimal equivalence of Year/Month/Day.
 DM4929
 DM4929.The orthometric height was determined by differential leveling and
 DM4929.adjusted by the NATIONAL GEODETIC SURVEY
 DM4929.in October 2012.
 DM4929
 DM4929.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM4929.GEOID18 height accuracy estimate available here.
 DM4929
 DM4929.Click photographs - Photos may exist for this station.
 DM4929
 DM4929.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DM4929
 DM4929.The Laplace correction was computed from DEFLEC18 derived deflections.
 DM4929
 DM4929.The ellipsoidal height was determined by GPS observations
 DM4929.and is referenced to NAD 83.
 DM4929
 DM4929.The dynamic height is computed by dividing the NAVD 88
 DM4929.geopotential number by the normal gravity value computed on the
 DM4929.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM4929.degrees latitude (g = 980.6199 gals.).
 DM4929
 DM4929.The modeled gravity was interpolated from observed gravity values.
 DM4929
 DM4929. The following values were computed from the NAD 83(2011) position.
 DM4929
 DM4929;                    North         East     Units Scale Factor Converg.
 DM4929;SPC MN C     -   171,068.209   882,208.793   MT  0.99999619   +0 45 45.8
 DM4929;SPC MN C     -   561,246.28  2,894,380.02   sFT  0.99999619   +0 45 45.8
 DM4929;UTM  15      - 5,053,455.947   484,752.908   MT  0.99960286   -0 08 23.5
 DM4929
 DM4929!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DM4929!SPC MN C     -   0.99995976  x   0.99999619  =   0.99995595
 DM4929!UTM  15      -   0.99995976  x   0.99960286  =   0.99956263
 DM4929
 DM4929_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL8475253455(NAD 83)
 DM4929
 DM4929                          SUPERSEDED SURVEY CONTROL
 DM4929
 DM4929  NAD 83(2007)-  45 38 04.13853(N)    093 11 44.24901(W) AD(2002.00) 1
 DM4929  ELLIP H (01/10/11)  256.727  (m)                       GP(2002.00) 1 1
 DM4929  NAVD 88             285.09   (m)          935.3    (f) LEVELING    3  
 DM4929
 DM4929.Superseded values are not recommended for survey control.
 DM4929
 DM4929.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DM4929.See file dsdata.pdf to determine how the superseded data were derived.
 DM4929
 DM4929_MARKER: I = METAL ROD
 DM4929_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DM4929_STAMPING: 3004 AJ 2010
 DM4929_MARK LOGO: MNDT
 DM4929_PROJECTION: FLUSH
 DM4929_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DM4929_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DM4929_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DM4929+SATELLITE: SATELLITE OBSERVATIONS - October 18, 2017
 DM4929_ROD/PIPE-DEPTH: 7.6 meters
 DM4929
 DM4929  HISTORY     - Date     Condition        Report By
 DM4929  HISTORY     - 20100415 MONUMENTED       MNDT
 DM4929  HISTORY     - 20171018 GOOD             MNDT
 DM4929
 DM4929                          STATION DESCRIPTION
 DM4929
 DM4929'DESCRIBED BY MN DEPT OF TRANSP 2010
 DM4929'THE MARK IS IN GRANDY, AT SOUTH JUNCTION OF TRUNK HIGHWAY 65 AND
 DM4929'COUNTY ROAD 6 IN GRANDY, AT TRUNK HIGHWAY 65 MILEPOINT 46.05, 71.5
 DM4929'FEET NORTH OF COUNTY ROAD 6 EXTENDED, 65.7 FEET WEST OF TRUNK HIGHWAY
 DM4929'65, 49.6 FEET SOUTH-SOUTHEAST OF ROW SIGN, 56.6 FEET SOUTHWEST OF
 DM4929'POWER POLE, 0.6 FOOT EAST OF FENCE.
 DM4929'
 DM4929'THE STATION MARK CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM ROD
 DM4929'DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL MARK REMOVABLE DISK SET
 DM4929'ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH PVC PIPE
 DM4929'BACKFILLED WITH WASHED SAND.
 DM4929
 DM4929                          STATION RECOVERY (2017)
 DM4929
 DM4929'RECOVERY NOTE BY MN DEPT OF TRANSP 2017 (MAS)
 DM4929'IN GRANDY, AT THE SOUTH JUNCTION OF TRUNK HIGHWAY 65 AND COUNTY ROAD 6
 DM4929'IN GRANDY, AT TRUNK HIGHWAY 65 MILE POINT 46.05, 71.5 FT (21.8 M)
 DM4929'NORTH OF COUNTY ROAD 6 EXTENDED, 65.7 FT (20.0 M) WEST OF TRUNK
 DM4929'HIGHWAY 65, 56.6 FT (17.3 M) SOUTHWEST OF A POWER POLE, 49.6 FT (15.1
 DM4929'M) SOUTH-SOUTHEAST OF A RIGHT-OF-WAY SIGN, 0.6 FT (18 CM) EAST OF A
 DM4929'FENCE, 1.5 FT (0.5 M) NORTH OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 QO1265 ***********************************************************************
 QO1265  DESIGNATION -  3004 B
 QO1265  PID         -  QO1265
 QO1265  STATE/COUNTY-  MN/ISANTI
 QO1265  COUNTRY     -  US
 QO1265  USGS QUAD   -  BRAHAM (2019)
 QO1265
 QO1265                         *CURRENT SURVEY CONTROL
 QO1265  ______________________________________________________________________
 QO1265* NAD 83(2011) POSITION- 45 40 25.11372(N) 093 11 33.66335(W)   ADJUSTED
 QO1265* NAD 83(2011) ELLIP HT-   258.783 (meters)        (06/27/12)   ADJUSTED
 QO1265* NAD 83(2011) EPOCH   -  2010.00
 QO1265* NAVD 88 ORTHO HEIGHT -   287.094 (meters)      941.91  (feet) ADJUSTED
 QO1265  ______________________________________________________________________
 QO1265  GEOID HEIGHT    -        -28.304 (meters)                     GEOID18
 QO1265  NAD 83(2011) X  -   -248,647.197 (meters)                     COMP
 QO1265  NAD 83(2011) Y  - -4,457,592.901 (meters)                     COMP
 QO1265  NAD 83(2011) Z  -  4,540,160.450 (meters)                     COMP
 QO1265  LAPLACE CORR    -         -0.91  (seconds)                    DEFLEC18
 QO1265  DYNAMIC HEIGHT  -        287.080 (meters)      941.86  (feet) COMP
 QO1265  MODELED GRAVITY -    980,559.3   (mgal)                       NAVD 88
 QO1265
 QO1265  VERT ORDER      -  SECOND    CLASS I
 QO1265
 QO1265  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 QO1265  Standards:
 QO1265         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 QO1265            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 QO1265  -------------------------------------------------------------------
 QO1265  NETWORK    0.45   0.59           0.20   0.16   0.30      0.08051299
 QO1265  -------------------------------------------------------------------
 QO1265  Click here for local accuracies and other accuracy information.
 QO1265
 QO1265.The horizontal coordinates were established by GPS observations
 QO1265.and adjusted by the National Geodetic Survey in June 2012.
 QO1265
 QO1265.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 QO1265.been affixed to the stable North American tectonic plate. See 
 QO1265.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 QO1265
 QO1265.The horizontal coordinates are valid at the epoch date displayed above
 QO1265.which is a decimal equivalence of Year/Month/Day.
 QO1265
 QO1265.The orthometric height was determined by differential leveling and
 QO1265.adjusted by the NATIONAL GEODETIC SURVEY
 QO1265.in April 2021.
 QO1265
 QO1265.Significant digits in the geoid height do not necessarily reflect accuracy.
 QO1265.GEOID18 height accuracy estimate available here.
 QO1265
 QO1265.Click photographs - Photos may exist for this station.
 QO1265
 QO1265.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 QO1265
 QO1265.The Laplace correction was computed from DEFLEC18 derived deflections.
 QO1265
 QO1265.The ellipsoidal height was determined by GPS observations
 QO1265.and is referenced to NAD 83.
 QO1265
 QO1265.The dynamic height is computed by dividing the NAVD 88
 QO1265.geopotential number by the normal gravity value computed on the
 QO1265.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QO1265.degrees latitude (g = 980.6199 gals.).
 QO1265
 QO1265.The modeled gravity was interpolated from observed gravity values.
 QO1265
 QO1265. The following values were computed from the NAD 83(2011) position.
 QO1265
 QO1265;                    North         East     Units Scale Factor Converg.
 QO1265;SPC MN C     -   175,423.243   882,379.932   MT  0.99998814   +0 45 53.5
 QO1265;SPC MN C     -   575,534.42  2,894,941.49   sFT  0.99998814   +0 45 53.5
 QO1265;UTM  15      - 5,057,806.050   484,992.538   MT  0.99960277   -0 08 16.2
 QO1265
 QO1265!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QO1265!SPC MN C     -   0.99995943  x   0.99998814  =   0.99994757
 QO1265!UTM  15      -   0.99995943  x   0.99960277  =   0.99956222
 QO1265
 QO1265:                Primary Azimuth Mark                     Grid Az
 QO1265:SPC MN C     -  3004 AH                                  357 22 58.6
 QO1265:UTM  15      -  3004 AH                                  358 17 08.3
 QO1265
 QO1265_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL8499257806(NAD 83)
 QO1265
 QO1265|---------------------------------------------------------------------|
 QO1265| PID    Reference Object                     Distance      Geod. Az  |
 QO1265|                                                           dddmmss.s |
 QO1265| DM4928 3004 AH                             APPROX. 1.5 KM 3580852.1 |
 QO1265|---------------------------------------------------------------------|
 QO1265
 QO1265                          SUPERSEDED SURVEY CONTROL
 QO1265
 QO1265  NAD 83(2007)-  45 40 25.11386(N)    093 11 33.66432(W) AD(2002.00) 1
 QO1265  ELLIP H (01/10/11)  258.809  (m)                       GP(2002.00) 1 1
 QO1265  NAVD 88             287.09   (m)          941.9    (f) LEVELING    3  
 QO1265  NAVD 88 (06/15/91)  287.085  (m)          941.88   (f) SUPERSEDED  2 1
 QO1265
 QO1265.Superseded values are not recommended for survey control.
 QO1265
 QO1265.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QO1265.See file dsdata.pdf to determine how the superseded data were derived.
 QO1265
 QO1265_MARKER: DB = BENCH MARK DISK
 QO1265_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 QO1265_STAMPING: 3004 B 1963
 QO1265_MARK LOGO: MNHD
 QO1265_PROJECTION: RECESSED 5 CENTIMETERS
 QO1265_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 QO1265_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QO1265_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QO1265+SATELLITE: SATELLITE OBSERVATIONS - October 23, 2017
 QO1265
 QO1265  HISTORY     - Date     Condition        Report By
 QO1265  HISTORY     - 19630401 MONUMENTED       MNHD
 QO1265  HISTORY     - 1977     GOOD             MNDT
 QO1265  HISTORY     - 20080722 GOOD             MNDT
 QO1265  HISTORY     - 20100413 GOOD             MNDT
 QO1265  HISTORY     - 20171023 GOOD             MNDT
 QO1265
 QO1265                          STATION DESCRIPTION
 QO1265
 QO1265'DESCRIBED BY MN DEPT OF TRANSP 1977
 QO1265'2.75 MI NORTH FROM GRANDY.
 QO1265'THE MARK IS LOCATED 2.75 MILES NORTH ALONG TRUNK HIGHWAY 65 FROM THE
 QO1265'JUNCTION OF TRUNK HIGHWAY 65 AND COUNTY ROAD 6 IN GRANDY AND 2.3
 QO1265'MILES SOUTH OF THE JUNCTION OF TRUNK HIGHWAY 65 AND TRUNK HIGHWAY 107.
 QO1265'IT IS 136 FT. NORTH OF THE CENTER OF COUNTY ROAD 3, 74.5 FT. EAST OF
 QO1265'AND LEVEL WITH THE CENTER OF TRUNK HIGHWAY 65 AT MILEPOINT 48.85,
 QO1265'80.7 FT. NORTH NORTHWEST OF A POWER POLE, 60.0 FT. NORTH NORTHEAST OF
 QO1265'A RIGHT OF WAY CONCRETE MONUMENT, 21.6 FT. SOUTHWEST OF A WHITE PINE
 QO1265'TREE AND 2.6 FT. NORTHWEST OF A STEEL RIGHT OF WAY SIGN POST. IT IS
 QO1265'0.8 FT. WEST OF A STEEL WITNESS POST.
 QO1265
 QO1265                          STATION RECOVERY (2008)
 QO1265
 QO1265'RECOVERY NOTE BY MN DEPT OF TRANSP 2008 (WEF)
 QO1265'THE STATION IS LOCATED ABOUT 7.1 MI (11.4 KM) NORTH-NORTHEAST OF
 QO1265'CAMBRIDGE, 6.3 MI (10.1 KM) EAST-NORTHEAST OF SPRINGVALE AND 3.6 MI
 QO1265'(5.8 KM) SOUTH-SOUTHWEST OF BRAHAM.
 QO1265'
 QO1265'TO REACH TO THE MARK GO 2.75 MI (4.4 KM) NORTH OF THE JUNCTION OF
 QO1265'TRUNK HIGHWAY 65 AND COUNTY ROAD 6 AT GRANDY, AT TRUNK HIGHWAY 65 MILE
 QO1265'POINT 48.85, 136 FT (41.5 M) NORTH OF COUNTY ROAD 3, 74.5 FT (22.7 M)
 QO1265'EAST OF TRUNK HIGHWAY 65, 80.7 FT (24.6 M) NORTH-NORTHWEST OF POWER
 QO1265'POLE, 21.6 FT (6.6 M) SOUTHWEST OF PINE TREE, 2.6 FT (0.8 M) NORTHWEST
 QO1265'OF RIGHT OF WAY POST, 0.8 FT (0.2 M) WEST OF A WITNESS POST, F.0 FEET
 QO1265'WEST WEST LEG OF STANCH FIELD BAPTIST CHURCH SIGN.
 QO1265
 QO1265                          STATION RECOVERY (2010)
 QO1265
 QO1265'RECOVERY NOTE BY MN DEPT OF TRANSP 2010 (MAS)
 QO1265'THE MARK WAS RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.
 QO1265'THE MARK IS 3.3 MILES SOUTHWEST OF BRAHAM, 2.75 MILES NORTH ALONG
 QO1265'TRUNK HIGHWAY 65 FROM SOUTH JUNCTION OF TRUNK HIGHWAY 65 AND COUNTY
 QO1265'ROAD 6 IN GRANDY, AT TRUNK HIGHWAY 65 MILEPOINT 48.85, 136 FEET NORTH
 QO1265'OF COUNTY ROAD 3, 74.5 FEET EAST OF TRUNK HIGHWAY 65, 57.0 FEET
 QO1265'NORTHWEST OF POWER POLE, 21.6 FEET SOUTHWEST OF PINE TREE, 4.0 FEET
 QO1265'WEST OF WEST LEG OF STANCH FIELD BAPTIST CHURCH SIGN, 2.6 FEET
 QO1265'NORTHWEST OF RIGHT-OF-WAY POST, 0.8 FOOT WEST OF WITNESS POST.
 QO1265
 QO1265                          STATION RECOVERY (2017)
 QO1265
 QO1265'RECOVERY NOTE BY MN DEPT OF TRANSP 2017 (MAS)
 QO1265'2.5 MI (4.0 KM) NORTH OF GRANDY, 2.35 MI (3.78 KM) NORTH ALONG TRUNK
 QO1265'HIGHWAY 65 FROM THE NORTH JUNCTION OF TRUNK HIGHWAY 65 AND COUNTY ROAD
 QO1265'6 IN GRANDY, AT TRUNK HIGHWAY 65 MILE POINT 48.85, 74.5 FT (22.7 M)
 QO1265'EAST OF TRUNK HIGHWAY 65, 136 FT (41.5 M) NORTH OF COUNTY ROAD 3, 57.0
 QO1265'FT (17.4 M) NORTHWEST OF A POWER POLE, 4.0 FT (1.2 M) WEST OF THE WEST
 QO1265'LEG OF THE STANCH FIELD BAPTIST CHURCH SIGN, 2.6 FT (0.8 M) NORTHWEST
 QO1265'OF A RIGHT-OF-WAY POST, 0.8 FT (24 CM) WEST OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 QO1263 ***********************************************************************
 QO1263  DESIGNATION -  3004 C
 QO1263  PID         -  QO1263
 QO1263  STATE/COUNTY-  MN/ISANTI
 QO1263  COUNTRY     -  US
 QO1263  USGS QUAD   -  BRAHAM (2019)
 QO1263
 QO1263                         *CURRENT SURVEY CONTROL
 QO1263  ______________________________________________________________________
 QO1263* NAD 83(1986) POSITION- 45 39 16.44   (N) 093 11 36.78   (W)   HD_HELD1
 QO1263* NAVD 88 ORTHO HEIGHT -   283.428 (meters)      929.88  (feet) ADJUSTED
 QO1263  ______________________________________________________________________
 QO1263  GEOID HEIGHT    -        -28.342 (meters)                     GEOID18
 QO1263  DYNAMIC HEIGHT  -        283.412 (meters)      929.83  (feet) COMP
 QO1263  MODELED GRAVITY -    980,555.5   (mgal)                       NAVD 88
 QO1263
 QO1263  VERT ORDER      -  SECOND    CLASS I
 QO1263
 QO1263.The horizontal coordinates were determined by differentially corrected
 QO1263.hand held GPS observations or other comparable positioning techniques
 QO1263.and have an estimated accuracy of +/- 3 meters.
 QO1263
 QO1263.The orthometric height was determined by differential leveling and
 QO1263.adjusted by the NATIONAL GEODETIC SURVEY
 QO1263.in June 1991.
 QO1263
 QO1263.Significant digits in the geoid height do not necessarily reflect accuracy.
 QO1263.GEOID18 height accuracy estimate available here.
 QO1263
 QO1263.Click photographs - Photos may exist for this station.
 QO1263
 QO1263.The dynamic height is computed by dividing the NAVD 88
 QO1263.geopotential number by the normal gravity value computed on the
 QO1263.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QO1263.degrees latitude (g = 980.6199 gals.).
 QO1263
 QO1263.The modeled gravity was interpolated from observed gravity values.
 QO1263
 QO1263;                    North         East    Units  Estimated Accuracy
 QO1263;SPC MN C     -   173,302.4     882,340.8     MT  (+/- 3 meters HH1 GPS) 
 QO1263
 QO1263_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL8491955686(NAD 83)
 QO1263
 QO1263                          SUPERSEDED SURVEY CONTROL
 QO1263
 QO1263.No superseded survey control is available for this station.
 QO1263
 QO1263_MARKER: DB = BENCH MARK DISK
 QO1263_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 QO1263_STAMPING: 3004 C 1963
 QO1263_MARK LOGO: MNHD
 QO1263_PROJECTION: FLUSH
 QO1263_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 QO1263_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QO1263_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 QO1263+SATELLITE: SATELLITE OBSERVATIONS - October 18, 2017
 QO1263
 QO1263  HISTORY     - Date     Condition        Report By
 QO1263  HISTORY     - 1963     MONUMENTED       MNHD
 QO1263  HISTORY     - 1977     GOOD             MNDT
 QO1263  HISTORY     - 20080721 GOOD             MNDT
 QO1263  HISTORY     - 20100413 GOOD             MNDT
 QO1263  HISTORY     - 20171018 GOOD             MNDT
 QO1263
 QO1263                          STATION DESCRIPTION
 QO1263
 QO1263'DESCRIBED BY MN DEPT OF TRANSP 1977
 QO1263'1.4 MI NORTH FROM GRANDY.
 QO1263'THE MARK IS LOCATED 1.45 MILES NORTH ALONG TRUNK HIGHWAY 65 FROM THE
 QO1263'JUNCTION OF TRUNK HIGHWAY 65 AND COUNTY ROAD 6 IN GRANDY AND 225 FT.
 QO1263'SOUTH OF A TOWNSHIP T ROAD EAST. IT IS 72.4 FT. WEST OF, AND 6 FT.
 QO1263'LOWER THAN THE CENTER OF TRUNK HIGHWAY 65 AT MILEPOINT 47.6, 18 FT.
 QO1263'SOUTH OF AN 8 INCH TWIN OAK TREE AND 9.3 FT. SOUTH SOUTHWEST OF AN 8
 QO1263'INCH POPLAR TREE. IT IS 0.4 FT. NORTH OF A STEEL WITNESS POST.
 QO1263
 QO1263                          STATION RECOVERY (2008)
 QO1263
 QO1263'RECOVERY NOTE BY MN DEPT OF TRANSP 2008 (WEF)
 QO1263'THE STATION IS LOCATED ABOUT 5.8 MI (9.3 KM) NORTH-NORTHEAST OF
 QO1263'CAMBRIDGE, 5.7 MI (9.2 KM) EAST-NORTHEAST OF SPRINGVALE AND 4.8 MI
 QO1263'(7.7 KM) SOUTH-SOUTHWEST OF BRAHAM.
 QO1263'
 QO1263'TO REACH TO THE MARK GO 1.45 MI (2.3 KM) NORTH OF THE JUNCTION OF
 QO1263'TRUNK HIGHWAY 65 AND COUNTY ROAD 6 AT GRANDY, AT TRUNK HIGHWAY 65 MILE
 QO1263'POINT 47.6, 225 FT (68.6 M) SOUTH OF 379TH AVENUE EXTENDED EAST OF
 QO1263'SHOW MOBILE PATH, 72.4 FT (22.1 M) WEST OF TRUNK HIGHWAY 65, 18 FT
 QO1263'(5.5 M) SOUTH OF 8 INCH (20 CM) TWIN OAK TREE, 9.3 FT (2.8 M)
 QO1263'SOUTH-SOUTHWEST OF 8 INCH (20 CM) POPLAR TREE, 0.4 FT (0.1 M) NORTH OF
 QO1263'A WITNESS POST.
 QO1263
 QO1263                          STATION RECOVERY (2010)
 QO1263
 QO1263'RECOVERY NOTE BY MN DEPT OF TRANSP 2010 (MAS)
 QO1263'RECOVERED AS DESCRIBED.
 QO1263
 QO1263                          STATION RECOVERY (2017)
 QO1263
 QO1263'RECOVERY NOTE BY MN DEPT OF TRANSP 2017 (MAS)
 QO1263'1.3 MI (2.1 KM) NORTH OF GRANDY, 1.45 MI (2.33 KM) NORTH ALONG TRUNK
 QO1263'HIGHWAY 65 FROM THE SOUTH JUNCTION OF TRUNK HIGHWAY 65 AND COUNTY ROAD
 QO1263'6 IN GRANDY, AT TRUNK HIGHWAY 65 MILE POINT 47.6, 225.0 FT (68.6 M)
 QO1263'SOUTH OF 379TH AVENUE EXTENDED, 72.4 FT (22.1 M) WEST OF TRUNK HIGHWAY
 QO1263'65, 0.4 FT (12 CM) NORTH OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DQ9859 ***********************************************************************
 DQ9859  DESIGNATION -  3004 F
 DQ9859  PID         -  DQ9859
 DQ9859  STATE/COUNTY-  MN/ISANTI
 DQ9859  COUNTRY     -  US
 DQ9859  USGS QUAD   -  BRAHAM (2019)
 DQ9859
 DQ9859                         *CURRENT SURVEY CONTROL
 DQ9859  ______________________________________________________________________
 DQ9859* NAD 83(2011) POSITION- 45 38 45.77714(N) 093 11 36.54947(W)   ADJUSTED
 DQ9859* NAD 83(2011) ELLIP HT-   252.641 (meters)        (11/26/18)   ADJUSTED
 DQ9859* NAD 83(2011) EPOCH   -  2010.00
 DQ9859* NAVD 88 ORTHO HEIGHT -   281.005 (meters)      921.93  (feet) ADJUSTED
 DQ9859  ______________________________________________________________________
 DQ9859  GEOID HEIGHT    -        -28.359 (meters)                     GEOID18
 DQ9859  NAD 83(2011) X  -   -248,831.527 (meters)                     COMP
 DQ9859  NAD 83(2011) Y  - -4,459,775.251 (meters)                     COMP
 DQ9859  NAD 83(2011) Z  -  4,538,012.484 (meters)                     COMP
 DQ9859  LAPLACE CORR    -         -0.70  (seconds)                    DEFLEC18
 DQ9859  DYNAMIC HEIGHT  -        280.990 (meters)      921.88  (feet) COMP
 DQ9859  MODELED GRAVITY -    980,553.7   (mgal)                       NAVD 88
 DQ9859
 DQ9859  VERT ORDER      -  SECOND    CLASS I
 DQ9859
 DQ9859  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DQ9859  Standards:
 DQ9859         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DQ9859            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DQ9859  -------------------------------------------------------------------
 DQ9859  NETWORK    0.96   1.67           0.43   0.34   0.85     -0.09665021
 DQ9859  -------------------------------------------------------------------
 DQ9859  Click here for local accuracies and other accuracy information.
 DQ9859
 DQ9859.The horizontal coordinates were established by GPS observations
 DQ9859.and adjusted by the MN DEPT OF TRANSP in November 2018.
 DQ9859
 DQ9859.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DQ9859.been affixed to the stable North American tectonic plate. See 
 DQ9859.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DQ9859
 DQ9859.The horizontal coordinates are valid at the epoch date displayed above
 DQ9859.which is a decimal equivalence of Year/Month/Day.
 DQ9859
 DQ9859.The orthometric height was determined by differential leveling and
 DQ9859.adjusted by the NATIONAL GEODETIC SURVEY
 DQ9859.in April 2021.
 DQ9859
 DQ9859.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ9859.GEOID18 height accuracy estimate available here.
 DQ9859
 DQ9859.Click photographs - Photos may exist for this station.
 DQ9859
 DQ9859.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DQ9859
 DQ9859.The Laplace correction was computed from DEFLEC18 derived deflections.
 DQ9859
 DQ9859.The ellipsoidal height was determined by GPS observations
 DQ9859.and is referenced to NAD 83.
 DQ9859
 DQ9859.The dynamic height is computed by dividing the NAVD 88
 DQ9859.geopotential number by the normal gravity value computed on the
 DQ9859.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ9859.degrees latitude (g = 980.6199 gals.).
 DQ9859
 DQ9859.The modeled gravity was interpolated from observed gravity values.
 DQ9859
 DQ9859. The following values were computed from the NAD 83(2011) position.
 DQ9859
 DQ9859;                    North         East     Units Scale Factor Converg.
 DQ9859;SPC MN C     -   172,355.840   882,358.379   MT  0.99999376   +0 45 51.4
 DQ9859;SPC MN C     -   565,470.79  2,894,870.78   sFT  0.99999376   +0 45 51.4
 DQ9859;UTM  15      - 5,054,740.558   484,922.692   MT  0.99960279   -0 08 18.1
 DQ9859
 DQ9859!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DQ9859!SPC MN C     -   0.99996039  x   0.99999376  =   0.99995415
 DQ9859!UTM  15      -   0.99996039  x   0.99960279  =   0.99956320
 DQ9859
 DQ9859_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL8492254740(NAD 83)
 DQ9859
 DQ9859                          SUPERSEDED SURVEY CONTROL
 DQ9859
 DQ9859  NAVD 88 (11/26/18)  281.00   (m)  GEOID12B model used  GPS OBS        
 DQ9859
 DQ9859.Superseded values are not recommended for survey control.
 DQ9859
 DQ9859.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DQ9859.See file dsdata.pdf to determine how the superseded data were derived.
 DQ9859
 DQ9859_MARKER: F = FLANGE-ENCASED ROD
 DQ9859_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DQ9859_STAMPING: 3004 F 2017
 DQ9859_MARK LOGO: MNDT
 DQ9859_PROJECTION: RECESSED 8 CENTIMETERS
 DQ9859_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DQ9859_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ9859_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ9859+SATELLITE: SATELLITE OBSERVATIONS - July 02, 2018
 DQ9859_ROD/PIPE-DEPTH: 12.5 meters
 DQ9859
 DQ9859  HISTORY     - Date     Condition        Report By
 DQ9859  HISTORY     - 20171106 MONUMENTED       MNDT
 DQ9859  HISTORY     - 20180702 GOOD             MNDT
 DQ9859
 DQ9859                          STATION DESCRIPTION
 DQ9859
 DQ9859'DESCRIBED BY MN DEPT OF TRANSP 2017
 DQ9859'0.7 MILE NORTH OF GRANDY, 0.45 MILES NORTH ALONG TRUNK HIGHWAY 65 FROM
 DQ9859'THE NORTH JUNCTION OF TRUNK HIGHWAY 65 AND COUNTY ROAD 6 IN GRANDY, AT
 DQ9859'TRUNK HIGHWAY 65 MILEPOINT 46.95, 57.2 FEET WEST OF TRUNK HIGHWAY 65,
 DQ9859'11.5 FEET SOUTH OF AN ENTRANCE, 1.5 FEET NORTH OF A WITNESS POST.
 DQ9859
 DQ9859                          STATION RECOVERY (2018)
 DQ9859
 DQ9859'RECOVERY NOTE BY MN DEPT OF TRANSP 2018 (BDH)
 DQ9859'RECOVERED AS DESCRIBED.
 DQ9859'
 DQ9859'NOTE-THE STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM ROD
 DQ9859'DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION REMOVABLE DISK
 DQ9859'SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH PVC
 DQ9859'PIPE BACK FILLED WITH WASHED SAND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DQ9860 ***********************************************************************
 DQ9860  DESIGNATION -  3004 G
 DQ9860  PID         -  DQ9860
 DQ9860  STATE/COUNTY-  MN/ISANTI
 DQ9860  COUNTRY     -  US
 DQ9860  USGS QUAD   -  CAMBRIDGE (2019)
 DQ9860
 DQ9860                         *CURRENT SURVEY CONTROL
 DQ9860  ______________________________________________________________________
 DQ9860* NAD 83(2011) POSITION- 45 37 26.51564(N) 093 11 58.32317(W)   ADJUSTED
 DQ9860* NAD 83(2011) ELLIP HT-   261.040 (meters)        (11/26/18)   ADJUSTED
 DQ9860* NAD 83(2011) EPOCH   -  2010.00
 DQ9860* NAVD 88 ORTHO HEIGHT -   289.438 (meters)      949.60  (feet) ADJUSTED
 DQ9860  ______________________________________________________________________
 DQ9860  GEOID HEIGHT    -        -28.395 (meters)                     GEOID18
 DQ9860  NAD 83(2011) X  -   -249,400.280 (meters)                     COMP
 DQ9860  NAD 83(2011) Y  - -4,461,501.579 (meters)                     COMP
 DQ9860  NAD 83(2011) Z  -  4,536,307.363 (meters)                     COMP
 DQ9860  LAPLACE CORR    -         -0.70  (seconds)                    DEFLEC18
 DQ9860  DYNAMIC HEIGHT  -        289.421 (meters)      949.54  (feet) COMP
 DQ9860  MODELED GRAVITY -    980,550.1   (mgal)                       NAVD 88
 DQ9860
 DQ9860  VERT ORDER      -  SECOND    CLASS I
 DQ9860
 DQ9860  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DQ9860  Standards:
 DQ9860         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DQ9860            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DQ9860  -------------------------------------------------------------------
 DQ9860  NETWORK    0.91   1.59           0.42   0.31   0.81     -0.09284073
 DQ9860  -------------------------------------------------------------------
 DQ9860  Click here for local accuracies and other accuracy information.
 DQ9860
 DQ9860.The horizontal coordinates were established by GPS observations
 DQ9860.and adjusted by the MN DEPT OF TRANSP in November 2018.
 DQ9860
 DQ9860.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DQ9860.been affixed to the stable North American tectonic plate. See 
 DQ9860.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DQ9860
 DQ9860.The horizontal coordinates are valid at the epoch date displayed above
 DQ9860.which is a decimal equivalence of Year/Month/Day.
 DQ9860
 DQ9860.The orthometric height was determined by differential leveling and
 DQ9860.adjusted by the NATIONAL GEODETIC SURVEY
 DQ9860.in April 2021.
 DQ9860
 DQ9860.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ9860.GEOID18 height accuracy estimate available here.
 DQ9860
 DQ9860.Click photographs - Photos may exist for this station.
 DQ9860
 DQ9860.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DQ9860
 DQ9860.The Laplace correction was computed from DEFLEC18 derived deflections.
 DQ9860
 DQ9860.The ellipsoidal height was determined by GPS observations
 DQ9860.and is referenced to NAD 83.
 DQ9860
 DQ9860.The dynamic height is computed by dividing the NAVD 88
 DQ9860.geopotential number by the normal gravity value computed on the
 DQ9860.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ9860.degrees latitude (g = 980.6199 gals.).
 DQ9860
 DQ9860.The modeled gravity was interpolated from observed gravity values.
 DQ9860
 DQ9860. The following values were computed from the NAD 83(2011) position.
 DQ9860
 DQ9860;                    North         East     Units Scale Factor Converg.
 DQ9860;SPC MN C     -   169,902.723   881,919.381   MT  0.99999841   +0 45 35.6
 DQ9860;SPC MN C     -   557,422.52  2,893,430.50   sFT  0.99999841   +0 45 35.6
 DQ9860;UTM  15      - 5,052,295.622   484,445.295   MT  0.99960297   -0 08 33.4
 DQ9860
 DQ9860!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DQ9860!SPC MN C     -   0.99995908  x   0.99999841  =   0.99995749
 DQ9860!UTM  15      -   0.99995908  x   0.99960297  =   0.99956206
 DQ9860
 DQ9860_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL8444552295(NAD 83)
 DQ9860
 DQ9860                          SUPERSEDED SURVEY CONTROL
 DQ9860
 DQ9860  NAVD 88 (11/26/18)  289.44   (m)  GEOID12B model used  GPS OBS        
 DQ9860
 DQ9860.Superseded values are not recommended for survey control.
 DQ9860
 DQ9860.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DQ9860.See file dsdata.pdf to determine how the superseded data were derived.
 DQ9860
 DQ9860_MARKER: F = FLANGE-ENCASED ROD
 DQ9860_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DQ9860_STAMPING: 3004 G 2017
 DQ9860_MARK LOGO: MNDT
 DQ9860_PROJECTION: RECESSED 8 CENTIMETERS
 DQ9860_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DQ9860_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ9860_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ9860+SATELLITE: SATELLITE OBSERVATIONS - July 02, 2018
 DQ9860_ROD/PIPE-DEPTH: 12.5 meters
 DQ9860
 DQ9860  HISTORY     - Date     Condition        Report By
 DQ9860  HISTORY     - 20171106 MONUMENTED       MNDT
 DQ9860  HISTORY     - 20180702 GOOD             MNDT
 DQ9860
 DQ9860                          STATION DESCRIPTION
 DQ9860
 DQ9860'DESCRIBED BY MN DEPT OF TRANSP 2017
 DQ9860'1.0 MILE SOUTH OF GRANDY, 0.75 MILE SOUTH ALONG TRUNK HIGHWAY 65 FROM
 DQ9860'THE SOUTH JUNCTION OF TRUNK HIGHWAY 65 AND COUNTY ROAD 6 IN GRANDY, AT
 DQ9860'TRUNK HIGHWAY 65 MILEPOINT 45.3, 56.6 FEET EAST-SOUTHEAST OF TRUNK
 DQ9860'HIGHWAY 65, 59.8 FEET SOUTH-SOUTHWEST OF BATAAN STREET NORTHEAST, 24.4
 DQ9860'FEET WEST-SOUTHWEST OF CABLE BOX NUMBER 1406, 1.5 FEET WEST-NORTHWEST
 DQ9860'OF A WITNESS POST.
 DQ9860
 DQ9860                          STATION RECOVERY (2018)
 DQ9860
 DQ9860'RECOVERY NOTE BY MN DEPT OF TRANSP 2018 (BDH)
 DQ9860'RECOVERED AS DESCRIBED.
 DQ9860'
 DQ9860'NOTE-THE STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM ROD
 DQ9860'DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION REMOVABLE DISK
 DQ9860'SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH PVC
 DQ9860'PIPE BACK FILLED WITH WASHED SAND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DQ9861 ***********************************************************************
 DQ9861  DESIGNATION -  3004 H
 DQ9861  PID         -  DQ9861
 DQ9861  STATE/COUNTY-  MN/ISANTI
 DQ9861  COUNTRY     -  US
 DQ9861  USGS QUAD   -  CAMBRIDGE (2019)
 DQ9861
 DQ9861                         *CURRENT SURVEY CONTROL
 DQ9861  ______________________________________________________________________
 DQ9861* NAD 83(2011) POSITION- 45 36 25.70578(N) 093 12 23.89273(W)   ADJUSTED
 DQ9861* NAD 83(2011) ELLIP HT-   255.700 (meters)        (11/26/18)   ADJUSTED
 DQ9861* NAD 83(2011) EPOCH   -  2010.00
 DQ9861* NAVD 88 ORTHO HEIGHT -   284.123 (meters)      932.16  (feet) ADJUSTED
 DQ9861  ______________________________________________________________________
 DQ9861  GEOID HEIGHT    -        -28.417 (meters)                     GEOID18
 DQ9861  NAD 83(2011) X  -   -250,028.192 (meters)                     COMP
 DQ9861  NAD 83(2011) Y  - -4,462,806.560 (meters)                     COMP
 DQ9861  NAD 83(2011) Z  -  4,534,990.311 (meters)                     COMP
 DQ9861  LAPLACE CORR    -         -0.78  (seconds)                    DEFLEC18
 DQ9861  DYNAMIC HEIGHT  -        284.106 (meters)      932.10  (feet) COMP
 DQ9861  MODELED GRAVITY -    980,548.3   (mgal)                       NAVD 88
 DQ9861
 DQ9861  VERT ORDER      -  SECOND    CLASS I
 DQ9861
 DQ9861  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DQ9861  Standards:
 DQ9861         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DQ9861            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DQ9861  -------------------------------------------------------------------
 DQ9861  NETWORK    0.87   1.55           0.39   0.31   0.79     -0.05242475
 DQ9861  -------------------------------------------------------------------
 DQ9861  Click here for local accuracies and other accuracy information.
 DQ9861
 DQ9861.The horizontal coordinates were established by GPS observations
 DQ9861.and adjusted by the MN DEPT OF TRANSP in November 2018.
 DQ9861
 DQ9861.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DQ9861.been affixed to the stable North American tectonic plate. See 
 DQ9861.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DQ9861
 DQ9861.The horizontal coordinates are valid at the epoch date displayed above
 DQ9861.which is a decimal equivalence of Year/Month/Day.
 DQ9861
 DQ9861.The orthometric height was determined by differential leveling and
 DQ9861.adjusted by the NATIONAL GEODETIC SURVEY
 DQ9861.in April 2021.
 DQ9861
 DQ9861.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ9861.GEOID18 height accuracy estimate available here.
 DQ9861
 DQ9861.Click photographs - Photos may exist for this station.
 DQ9861
 DQ9861.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DQ9861
 DQ9861.The Laplace correction was computed from DEFLEC18 derived deflections.
 DQ9861
 DQ9861.The ellipsoidal height was determined by GPS observations
 DQ9861.and is referenced to NAD 83.
 DQ9861
 DQ9861.The dynamic height is computed by dividing the NAVD 88
 DQ9861.geopotential number by the normal gravity value computed on the
 DQ9861.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ9861.degrees latitude (g = 980.6199 gals.).
 DQ9861
 DQ9861.The modeled gravity was interpolated from observed gravity values.
 DQ9861
 DQ9861. The following values were computed from the NAD 83(2011) position.
 DQ9861
 DQ9861;                    North         East     Units Scale Factor Converg.
 DQ9861;SPC MN C     -   168,018.164   881,390.251   MT  1.00000208   +0 45 17.1
 DQ9861;SPC MN C     -   551,239.59  2,891,694.52   sFT  1.00000208   +0 45 17.1
 DQ9861;UTM  15      - 5,050,420.376   483,886.770   MT  0.99960319   -0 08 51.6
 DQ9861
 DQ9861!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DQ9861!SPC MN C     -   0.99995991  x   1.00000208  =   0.99996199
 DQ9861!UTM  15      -   0.99995991  x   0.99960319  =   0.99956312
 DQ9861
 DQ9861_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL8388650420(NAD 83)
 DQ9861
 DQ9861                          SUPERSEDED SURVEY CONTROL
 DQ9861
 DQ9861  NAVD 88 (11/26/18)  284.12   (m)  GEOID12B model used  GPS OBS        
 DQ9861
 DQ9861.Superseded values are not recommended for survey control.
 DQ9861
 DQ9861.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DQ9861.See file dsdata.pdf to determine how the superseded data were derived.
 DQ9861
 DQ9861_MARKER: F = FLANGE-ENCASED ROD
 DQ9861_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DQ9861_STAMPING: 3004 H 2017
 DQ9861_MARK LOGO: MNDT
 DQ9861_PROJECTION: RECESSED 8 CENTIMETERS
 DQ9861_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DQ9861_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ9861_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ9861+SATELLITE: SATELLITE OBSERVATIONS - July 02, 2018
 DQ9861_ROD/PIPE-DEPTH: 17.4 meters
 DQ9861
 DQ9861  HISTORY     - Date     Condition        Report By
 DQ9861  HISTORY     - 20171106 MONUMENTED       MNDT
 DQ9861  HISTORY     - 20180702 GOOD             MNDT
 DQ9861
 DQ9861                          STATION DESCRIPTION
 DQ9861
 DQ9861'DESCRIBED BY MN DEPT OF TRANSP 2017
 DQ9861'3.5 MILES NORTH OF CAMBRIDGE, 2.65 MILES NORTH ALONG TRUNK HIGHWAY 65
 DQ9861'FROM THE JUNCTION OF TRUNK HIGHWAY 65 AND TRUNK HIGHWAY 95 IN
 DQ9861'CAMBRIDGE, AT TRUNK HIGHWAY 65 MILEPOINT 44.1, 38.8 FEET
 DQ9861'EAST-SOUTHEAST OF NORTHBOUND TRUNK HIGHWAY 65, 5.0 FEET WEST-NORTHWEST
 DQ9861'OF A WITNESS POST.
 DQ9861
 DQ9861                          STATION RECOVERY (2018)
 DQ9861
 DQ9861'RECOVERY NOTE BY MN DEPT OF TRANSP 2018 (BDH)
 DQ9861'RECOVERED AS DESCRIBED.
 DQ9861'
 DQ9861'NOTE-THE STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM ROD
 DQ9861'DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION REMOVABLE DISK
 DQ9861'SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH PVC
 DQ9861'PIPE BACK FILLED WITH WASHED SAND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DQ9862 ***********************************************************************
 DQ9862  DESIGNATION -  3004 J
 DQ9862  PID         -  DQ9862
 DQ9862  STATE/COUNTY-  MN/ISANTI
 DQ9862  COUNTRY     -  US
 DQ9862  USGS QUAD   -  CAMBRIDGE (2019)
 DQ9862
 DQ9862                         *CURRENT SURVEY CONTROL
 DQ9862  ______________________________________________________________________
 DQ9862* NAD 83(2011) POSITION- 45 35 46.76343(N) 093 12 57.42031(W)   ADJUSTED
 DQ9862* NAD 83(2011) ELLIP HT-   254.110 (meters)        (11/26/18)   ADJUSTED
 DQ9862* NAD 83(2011) EPOCH   -  2010.00
 DQ9862* NAVD 88 ORTHO HEIGHT -   282.542 (meters)      926.97  (feet) ADJUSTED
 DQ9862  ______________________________________________________________________
 DQ9862  GEOID HEIGHT    -        -28.426 (meters)                     GEOID18
 DQ9862  NAD 83(2011) X  -   -250,801.732 (meters)                     COMP
 DQ9862  NAD 83(2011) Y  - -4,463,622.449 (meters)                     COMP
 DQ9862  NAD 83(2011) Z  -  4,534,147.979 (meters)                     COMP
 DQ9862  LAPLACE CORR    -         -1.00  (seconds)                    DEFLEC18
 DQ9862  DYNAMIC HEIGHT  -        282.525 (meters)      926.92  (feet) COMP
 DQ9862  MODELED GRAVITY -    980,548.4   (mgal)                       NAVD 88
 DQ9862
 DQ9862  VERT ORDER      -  SECOND    CLASS I
 DQ9862
 DQ9862  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DQ9862  Standards:
 DQ9862         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DQ9862            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DQ9862  -------------------------------------------------------------------
 DQ9862  NETWORK    0.87   1.51           0.39   0.31   0.77     -0.05518274
 DQ9862  -------------------------------------------------------------------
 DQ9862  Click here for local accuracies and other accuracy information.
 DQ9862
 DQ9862.The horizontal coordinates were established by GPS observations
 DQ9862.and adjusted by the MN DEPT OF TRANSP in November 2018.
 DQ9862
 DQ9862.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DQ9862.been affixed to the stable North American tectonic plate. See 
 DQ9862.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DQ9862
 DQ9862.The horizontal coordinates are valid at the epoch date displayed above
 DQ9862.which is a decimal equivalence of Year/Month/Day.
 DQ9862
 DQ9862.The orthometric height was determined by differential leveling and
 DQ9862.adjusted by the NATIONAL GEODETIC SURVEY
 DQ9862.in April 2021.
 DQ9862
 DQ9862.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ9862.GEOID18 height accuracy estimate available here.
 DQ9862
 DQ9862.Click photographs - Photos may exist for this station.
 DQ9862
 DQ9862.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DQ9862
 DQ9862.The Laplace correction was computed from DEFLEC18 derived deflections.
 DQ9862
 DQ9862.The ellipsoidal height was determined by GPS observations
 DQ9862.and is referenced to NAD 83.
 DQ9862
 DQ9862.The dynamic height is computed by dividing the NAVD 88
 DQ9862.geopotential number by the normal gravity value computed on the
 DQ9862.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ9862.degrees latitude (g = 980.6199 gals.).
 DQ9862
 DQ9862.The modeled gravity was interpolated from observed gravity values.
 DQ9862
 DQ9862. The following values were computed from the NAD 83(2011) position.
 DQ9862
 DQ9862;                    North         East     Units Scale Factor Converg.
 DQ9862;SPC MN C     -   166,806.460   880,679.487   MT  1.00000447   +0 44 52.9
 DQ9862;SPC MN C     -   547,264.19  2,889,362.62   sFT  1.00000447   +0 44 52.9
 DQ9862;UTM  15      - 5,049,220.496   483,157.303   MT  0.99960349   -0 09 15.4
 DQ9862
 DQ9862!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DQ9862!SPC MN C     -   0.99996016  x   1.00000447  =   0.99996463
 DQ9862!UTM  15      -   0.99996016  x   0.99960349  =   0.99956367
 DQ9862
 DQ9862_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL8315749220(NAD 83)
 DQ9862
 DQ9862                          SUPERSEDED SURVEY CONTROL
 DQ9862
 DQ9862  NAVD 88 (11/26/18)  282.54   (m)  GEOID12B model used  GPS OBS        
 DQ9862
 DQ9862.Superseded values are not recommended for survey control.
 DQ9862
 DQ9862.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DQ9862.See file dsdata.pdf to determine how the superseded data were derived.
 DQ9862
 DQ9862_MARKER: F = FLANGE-ENCASED ROD
 DQ9862_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DQ9862_STAMPING: 3004 J 2017
 DQ9862_MARK LOGO: MNDT
 DQ9862_PROJECTION: RECESSED 8 CENTIMETERS
 DQ9862_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DQ9862_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ9862_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ9862+SATELLITE: SATELLITE OBSERVATIONS - July 02, 2018
 DQ9862_ROD/PIPE-DEPTH: 14.3 meters
 DQ9862
 DQ9862  HISTORY     - Date     Condition        Report By
 DQ9862  HISTORY     - 20171106 MONUMENTED       MNDT
 DQ9862  HISTORY     - 20180702 GOOD             MNDT
 DQ9862
 DQ9862                          STATION DESCRIPTION
 DQ9862
 DQ9862'DESCRIBED BY MN DEPT OF TRANSP 2017
 DQ9862'2.5 MILES NORTH OF CAMBRIDGE, 1.85 MILES NORTH ALONG TRUNK HIGHWAY 65
 DQ9862'FROM THE JUNCTION OF TRUNK HIGHWAY 65 AND TRUNK HIGHWAY 95 IN
 DQ9862'CAMBRIDGE, AT TRUNK HIGHWAY 65 MILEPOINT 43.3, 88.8 FEET SOUTHEAST OF
 DQ9862'NORTHBOUND TRUNK HIGHWAY 65, 1.5 FEET NORTHWEST OF A WITNESS POST.
 DQ9862
 DQ9862                          STATION RECOVERY (2018)
 DQ9862
 DQ9862'RECOVERY NOTE BY MN DEPT OF TRANSP 2018 (BDH)
 DQ9862'RECOVERED AS DESCRIBED.
 DQ9862'
 DQ9862'NOTE-THE STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM ROD
 DQ9862'DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION REMOVABLE DISK
 DQ9862'SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH PVC
 DQ9862'PIPE BACK FILLED WITH WASHED SAND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DQ9863 ***********************************************************************
 DQ9863  DESIGNATION -  3004 K
 DQ9863  PID         -  DQ9863
 DQ9863  STATE/COUNTY-  MN/ISANTI
 DQ9863  COUNTRY     -  US
 DQ9863  USGS QUAD   -  CAMBRIDGE (2019)
 DQ9863
 DQ9863                         *CURRENT SURVEY CONTROL
 DQ9863  ______________________________________________________________________
 DQ9863* NAD 83(2011) POSITION- 45 35 04.54829(N) 093 12 51.34907(W)   ADJUSTED
 DQ9863* NAD 83(2011) ELLIP HT-   269.754 (meters)        (11/26/18)   ADJUSTED
 DQ9863* NAD 83(2011) EPOCH   -  2010.00
 DQ9863* NAVD 88 ORTHO HEIGHT -   298.190 (meters)      978.31  (feet) ADJUSTED
 DQ9863  ______________________________________________________________________
 DQ9863  GEOID HEIGHT    -        -28.437 (meters)                     GEOID18
 DQ9863  NAD 83(2011) X  -   -250,723.167 (meters)                     COMP
 DQ9863  NAD 83(2011) Y  - -4,464,570.363 (meters)                     COMP
 DQ9863  NAD 83(2011) Z  -  4,533,247.081 (meters)                     COMP
 DQ9863  LAPLACE CORR    -         -0.81  (seconds)                    DEFLEC18
 DQ9863  DYNAMIC HEIGHT  -        298.172 (meters)      978.25  (feet) COMP
 DQ9863  MODELED GRAVITY -    980,548.3   (mgal)                       NAVD 88
 DQ9863
 DQ9863  VERT ORDER      -  SECOND    CLASS I
 DQ9863
 DQ9863  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DQ9863  Standards:
 DQ9863         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DQ9863            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DQ9863  -------------------------------------------------------------------
 DQ9863  NETWORK    0.87   1.51           0.39   0.31   0.77     -0.05421745
 DQ9863  -------------------------------------------------------------------
 DQ9863  Click here for local accuracies and other accuracy information.
 DQ9863
 DQ9863.The horizontal coordinates were established by GPS observations
 DQ9863.and adjusted by the MN DEPT OF TRANSP in November 2018.
 DQ9863
 DQ9863.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DQ9863.been affixed to the stable North American tectonic plate. See 
 DQ9863.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DQ9863
 DQ9863.The horizontal coordinates are valid at the epoch date displayed above
 DQ9863.which is a decimal equivalence of Year/Month/Day.
 DQ9863
 DQ9863.The orthometric height was determined by differential leveling and
 DQ9863.adjusted by the NATIONAL GEODETIC SURVEY
 DQ9863.in April 2021.
 DQ9863
 DQ9863.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ9863.GEOID18 height accuracy estimate available here.
 DQ9863
 DQ9863.Click photographs - Photos may exist for this station.
 DQ9863
 DQ9863.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DQ9863
 DQ9863.The Laplace correction was computed from DEFLEC18 derived deflections.
 DQ9863
 DQ9863.The ellipsoidal height was determined by GPS observations
 DQ9863.and is referenced to NAD 83.
 DQ9863
 DQ9863.The dynamic height is computed by dividing the NAVD 88
 DQ9863.geopotential number by the normal gravity value computed on the
 DQ9863.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ9863.degrees latitude (g = 980.6199 gals.).
 DQ9863
 DQ9863.The modeled gravity was interpolated from observed gravity values.
 DQ9863
 DQ9863. The following values were computed from the NAD 83(2011) position.
 DQ9863
 DQ9863;                    North         East     Units Scale Factor Converg.
 DQ9863;SPC MN C     -   165,504.969   880,828.104   MT  1.00000710   +0 44 57.3
 DQ9863;SPC MN C     -   542,994.22  2,889,850.20   sFT  1.00000710   +0 44 57.3
 DQ9863;UTM  15      - 5,047,917.350   483,285.355   MT  0.99960343   -0 09 11.0
 DQ9863
 DQ9863!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DQ9863!SPC MN C     -   0.99995771  x   1.00000710  =   0.99996481
 DQ9863!UTM  15      -   0.99995771  x   0.99960343  =   0.99956116
 DQ9863
 DQ9863_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL8328547917(NAD 83)
 DQ9863
 DQ9863                          SUPERSEDED SURVEY CONTROL
 DQ9863
 DQ9863  NAVD 88 (11/26/18)  298.19   (m)  GEOID12B model used  GPS OBS        
 DQ9863
 DQ9863.Superseded values are not recommended for survey control.
 DQ9863
 DQ9863.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DQ9863.See file dsdata.pdf to determine how the superseded data were derived.
 DQ9863
 DQ9863_MARKER: F = FLANGE-ENCASED ROD
 DQ9863_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DQ9863_STAMPING: 3004 K 2017
 DQ9863_MARK LOGO: MNDT
 DQ9863_PROJECTION: RECESSED 8 CENTIMETERS
 DQ9863_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DQ9863_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ9863_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ9863+SATELLITE: SATELLITE OBSERVATIONS - July 02, 2018
 DQ9863_ROD/PIPE-DEPTH: 5.5 meters
 DQ9863
 DQ9863  HISTORY     - Date     Condition        Report By
 DQ9863  HISTORY     - 20171106 MONUMENTED       MNDT
 DQ9863  HISTORY     - 20180702 GOOD             MNDT
 DQ9863
 DQ9863                          STATION DESCRIPTION
 DQ9863
 DQ9863'DESCRIBED BY MN DEPT OF TRANSP 2017
 DQ9863'IN CAMBRIDGE, 0.9 MILE NORTH ALONG TRUNK HIGHWAY 65 FROM THE JUNCTION
 DQ9863'OF TRUNK HIGHWAY 65 AND TRUNK HIGHWAY 95 IN CAMBRIDGE, AT TRUNK
 DQ9863'HIGHWAY 65 MILEPOINT 42.4, 43.4 FEET NORTHEAST OF NORTHBOUND TRUNK
 DQ9863'HIGHWAY 65, 42.8 FEET EAST OF THE END OF A GUARDRAIL, 1.5 FEET
 DQ9863'SOUTHWEST OF A WITNESS POST.
 DQ9863
 DQ9863                          STATION RECOVERY (2018)
 DQ9863
 DQ9863'RECOVERY NOTE BY MN DEPT OF TRANSP 2018 (BDH)
 DQ9863'RECOVERED AS DESCRIBED.
 DQ9863'
 DQ9863'NOTE-THE STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM ROD
 DQ9863'DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION REMOVABLE DISK
 DQ9863'SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH PVC
 DQ9863'PIPE BACK FILLED WITH WASHED SAND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DL7225 ***********************************************************************
 DL7225  DESIGNATION -  3005 A
 DL7225  PID         -  DL7225
 DL7225  STATE/COUNTY-  MN/ISANTI
 DL7225  COUNTRY     -  US
 DL7225  USGS QUAD   -  WYANETT (2019)
 DL7225
 DL7225                         *CURRENT SURVEY CONTROL
 DL7225  ______________________________________________________________________
 DL7225* NAD 83(2011) POSITION- 45 35 11.58129(N) 093 24 33.61905(W)   ADJUSTED
 DL7225* NAD 83(2011) ELLIP HT-   259.137 (meters)        (06/27/12)   ADJUSTED
 DL7225* NAD 83(2011) EPOCH   -  2010.00
 DL7225* NAVD 88 ORTHO HEIGHT -   287.289 (meters)      942.55  (feet) ADJUSTED
 DL7225  ______________________________________________________________________
 DL7225  GEOID HEIGHT    -        -28.153 (meters)                     GEOID18
 DL7225  NAD 83(2011) X  -   -265,912.546 (meters)                     COMP
 DL7225  NAD 83(2011) Y  - -4,463,528.606 (meters)                     COMP
 DL7225  NAD 83(2011) Z  -  4,533,391.461 (meters)                     COMP
 DL7225  LAPLACE CORR    -         -4.81  (seconds)                    DEFLEC18
 DL7225  DYNAMIC HEIGHT  -        287.278 (meters)      942.51  (feet) COMP
 DL7225  MODELED GRAVITY -    980,569.6   (mgal)                       NAVD 88
 DL7225
 DL7225  VERT ORDER      -  SECOND    CLASS I
 DL7225
 DL7225  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DL7225  Standards:
 DL7225         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DL7225            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DL7225  -------------------------------------------------------------------
 DL7225  NETWORK    0.30   0.35           0.13   0.11   0.18      0.10694534
 DL7225  -------------------------------------------------------------------
 DL7225  Click here for local accuracies and other accuracy information.
 DL7225
 DL7225.The horizontal coordinates were established by GPS observations
 DL7225.and adjusted by the National Geodetic Survey in June 2012.
 DL7225
 DL7225.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DL7225.been affixed to the stable North American tectonic plate. See 
 DL7225.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DL7225
 DL7225.The horizontal coordinates are valid at the epoch date displayed above
 DL7225.which is a decimal equivalence of Year/Month/Day.
 DL7225
 DL7225.The orthometric height was determined by differential leveling and
 DL7225.adjusted by the NATIONAL GEODETIC SURVEY
 DL7225.in April 2021.
 DL7225
 DL7225.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL7225.GEOID18 height accuracy estimate available here.
 DL7225
 DL7225.Click photographs - Photos may exist for this station.
 DL7225
 DL7225.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DL7225
 DL7225.The Laplace correction was computed from DEFLEC18 derived deflections.
 DL7225
 DL7225.The ellipsoidal height was determined by GPS observations
 DL7225.and is referenced to NAD 83.
 DL7225
 DL7225.The dynamic height is computed by dividing the NAVD 88
 DL7225.geopotential number by the normal gravity value computed on the
 DL7225.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL7225.degrees latitude (g = 980.6199 gals.).
 DL7225
 DL7225.The modeled gravity was interpolated from observed gravity values.
 DL7225
 DL7225. The following values were computed from the NAD 83(2011) position.
 DL7225
 DL7225;                    North         East     Units Scale Factor Converg.
 DL7225;SPC MN C     -   165,541.762   865,602.928   MT  1.00000666   +0 36 29.2
 DL7225;SPC MN C     -   543,114.93  2,839,898.94   sFT  1.00000666   +0 36 29.2
 DL7225;UTM  15      - 5,048,193.548   468,068.722   MT  0.99961254   -0 17 32.6
 DL7225
 DL7225!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DL7225!SPC MN C     -   0.99995938  x   1.00000666  =   0.99996603
 DL7225!UTM  15      -   0.99995938  x   0.99961254  =   0.99957193
 DL7225
 DL7225_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL6806848193(NAD 83)
 DL7225
 DL7225                          SUPERSEDED SURVEY CONTROL
 DL7225
 DL7225  NAD 83(2007)-  45 35 11.58144(N)    093 24 33.61968(W) AD(2002.00) 1
 DL7225  ELLIP H (10/16/09)  259.168  (m)                       GP(2002.00) 3 1
 DL7225  NAVD 88 (02/24/11)  287.285  (m)          942.53   (f) SUPERSEDED  2 1
 DL7225  NAVD 88             287.28   (m)          942.5    (f) LEVELING    3  
 DL7225
 DL7225.Superseded values are not recommended for survey control.
 DL7225
 DL7225.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL7225.See file dsdata.pdf to determine how the superseded data were derived.
 DL7225
 DL7225_MARKER: DD = SURVEY DISK
 DL7225_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DL7225_STAMPING: 3005 A 2006
 DL7225_MARK LOGO: MNDT
 DL7225_PROJECTION: FLUSH
 DL7225_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DL7225_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL7225_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL7225+SATELLITE: SATELLITE OBSERVATIONS - October 12, 2017
 DL7225_ROD/PIPE-DEPTH: 16.8 meters
 DL7225
 DL7225  HISTORY     - Date     Condition        Report By
 DL7225  HISTORY     - 20061115 MONUMENTED       MNDT
 DL7225  HISTORY     - 20081013 GOOD             MNDT
 DL7225  HISTORY     - 20171012 GOOD             MNDT
 DL7225
 DL7225                          STATION DESCRIPTION
 DL7225
 DL7225'DESCRIBED BY MN DEPT OF TRANSP 2008 (MPP)
 DL7225'2.0 MILES EAST 0F WYANETT, 1.0 MILE WEST ALONG TRUNK HIGHWAY 95 FROM
 DL7225'THE JUNCTION OF TRUNK HIGHWAY 95 AND TRUNK HIGHWAT 47 IN PINE BROOK,
 DL7225'AT TRUNK HIGHWAY MILEPOINT 32.45, 100.5 FEET SOUTH OF TRUNK HIGHWAY
 DL7225'95, 104.2 FEET EAST OF SOUTH COUNTY ROAD 7, 2.1 FEET WEST SOUTHWEST OF
 DL7225'POST AND CABLE (OLD GUARD RAIL), 1.5 FEET NORTHWEST OF WITNESS POST.
 DL7225
 DL7225                          STATION RECOVERY (2017)
 DL7225
 DL7225'RECOVERY NOTE BY MN DEPT OF TRANSP 2017 (MAS)
 DL7225'8.5 MI (13.7 KM) EAST OF PRINCETON, 9.45 MI (15.21 KM) EAST ALONG
 DL7225'TRUNK HIGHWAY 95 FROM THE JUNCTION OF TRUNK HIGHWAY 95 AND TRUNK
 DL7225'HIGHWAY 169 IN PRINCETON, AT TRUNK HIGHWAY 95 MILE POINT 32.45, 104.2
 DL7225'FT (31.8 M) EAST OF SOUTH COUNTY ROAD 7, 100.5 FT (30.6 M) SOUTH OF
 DL7225'TRUNK HIGHWAY 95, 2.1 FT (0.6 M) WEST-SOUTHWEST OF A POST AND A CABLE
 DL7225'(OLD STYLE GUARD RAIL), 1.5 FT (0.5 M) NORTHWEST OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DL7226 ***********************************************************************
 DL7226  DESIGNATION -  3005 B
 DL7226  PID         -  DL7226
 DL7226  STATE/COUNTY-  MN/ISANTI
 DL7226  COUNTRY     -  US
 DL7226  USGS QUAD   -  WYANETT (2019)
 DL7226
 DL7226                         *CURRENT SURVEY CONTROL
 DL7226  ______________________________________________________________________
 DL7226* NAD 83(2011) POSITION- 45 35 14.62323(N) 093 27 02.68531(W)   ADJUSTED
 DL7226* NAD 83(2011) ELLIP HT-   266.089 (meters)        (06/27/12)   ADJUSTED
 DL7226* NAD 83(2011) EPOCH   -  2010.00
 DL7226* NAVD 88 ORTHO HEIGHT -   294.167 (meters)      965.11  (feet) ADJUSTED
 DL7226  ______________________________________________________________________
 DL7226  GEOID HEIGHT    -        -28.077 (meters)                     GEOID18
 DL7226  NAD 83(2011) X  -   -269,134.495 (meters)                     COMP
 DL7226  NAD 83(2011) Y  - -4,463,273.158 (meters)                     COMP
 DL7226  NAD 83(2011) Z  -  4,533,462.153 (meters)                     COMP
 DL7226  LAPLACE CORR    -         -4.60  (seconds)                    DEFLEC18
 DL7226  DYNAMIC HEIGHT  -        294.156 (meters)      965.08  (feet) COMP
 DL7226  MODELED GRAVITY -    980,572.9   (mgal)                       NAVD 88
 DL7226
 DL7226  VERT ORDER      -  SECOND    CLASS I
 DL7226
 DL7226  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DL7226  Standards:
 DL7226         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DL7226            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DL7226  -------------------------------------------------------------------
 DL7226  NETWORK    0.34   0.39           0.15   0.12   0.20      0.15616730
 DL7226  -------------------------------------------------------------------
 DL7226  Click here for local accuracies and other accuracy information.
 DL7226
 DL7226.The horizontal coordinates were established by GPS observations
 DL7226.and adjusted by the National Geodetic Survey in June 2012.
 DL7226
 DL7226.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DL7226.been affixed to the stable North American tectonic plate. See 
 DL7226.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DL7226
 DL7226.The horizontal coordinates are valid at the epoch date displayed above
 DL7226.which is a decimal equivalence of Year/Month/Day.
 DL7226
 DL7226.The orthometric height was determined by differential leveling and
 DL7226.adjusted by the NATIONAL GEODETIC SURVEY
 DL7226.in April 2021.
 DL7226
 DL7226.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL7226.GEOID18 height accuracy estimate available here.
 DL7226
 DL7226.Click photographs - Photos may exist for this station.
 DL7226
 DL7226.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DL7226
 DL7226.The Laplace correction was computed from DEFLEC18 derived deflections.
 DL7226
 DL7226.The ellipsoidal height was determined by GPS observations
 DL7226.and is referenced to NAD 83.
 DL7226
 DL7226.The dynamic height is computed by dividing the NAVD 88
 DL7226.geopotential number by the normal gravity value computed on the
 DL7226.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL7226.degrees latitude (g = 980.6199 gals.).
 DL7226
 DL7226.The modeled gravity was interpolated from observed gravity values.
 DL7226
 DL7226. The following values were computed from the NAD 83(2011) position.
 DL7226
 DL7226;                    North         East     Units Scale Factor Converg.
 DL7226;SPC MN C     -   165,602.221   862,370.781   MT  1.00000647   +0 34 41.4
 DL7226;SPC MN C     -   543,313.29  2,829,294.80   sFT  1.00000647   +0 34 41.4
 DL7226;UTM  15      - 5,048,304.742   464,839.192   MT  0.99961520   -0 19 19.1
 DL7226
 DL7226!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DL7226!SPC MN C     -   0.99995829  x   1.00000647  =   0.99996476
 DL7226!UTM  15      -   0.99995829  x   0.99961520  =   0.99957350
 DL7226
 DL7226_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL6483948304(NAD 83)
 DL7226
 DL7226                          SUPERSEDED SURVEY CONTROL
 DL7226
 DL7226  NAD 83(2007)-  45 35 14.62337(N)    093 27 02.68591(W) AD(2002.00) 1
 DL7226  ELLIP H (10/16/09)  266.120  (m)                       GP(2002.00) 3 1
 DL7226  NAVD 88 (02/24/11)  294.164  (m)          965.10   (f) SUPERSEDED  2 1
 DL7226  NAVD 88             294.16   (m)          965.1    (f) LEVELING    3  
 DL7226
 DL7226.Superseded values are not recommended for survey control.
 DL7226
 DL7226.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL7226.See file dsdata.pdf to determine how the superseded data were derived.
 DL7226
 DL7226_MARKER: DD = SURVEY DISK
 DL7226_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DL7226_STAMPING: 3005 B 2006
 DL7226_MARK LOGO: MNDT
 DL7226_PROJECTION: RECESSED 10 CENTIMETERS
 DL7226_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DL7226_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL7226_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL7226+SATELLITE: SATELLITE OBSERVATIONS - October 12, 2017
 DL7226_ROD/PIPE-DEPTH: 15.2 meters
 DL7226
 DL7226  HISTORY     - Date     Condition        Report By
 DL7226  HISTORY     - 20061115 MONUMENTED       MNDT
 DL7226  HISTORY     - 20081013 GOOD             MNDT
 DL7226  HISTORY     - 20171012 GOOD             MNDT
 DL7226
 DL7226                          STATION DESCRIPTION
 DL7226
 DL7226'DESCRIBED BY MN DEPT OF TRANSP 2008 (MPP)
 DL7226'IN WYANETT, 3.0 MILES WEST ALONG TRUNK HIGHWAY 95 FROM THE JUNCTION OF
 DL7226'TRUNK HIGHWAY 95 AND TRUNK HIGHWAY 47 IN PINE BROOK, AT TRUNK HIGHWAY
 DL7226'95 MILEPOINT 30.47, 74.2 FEET NORTH OF TRUNK HIGHWAY 95, 137.9 FEET
 DL7226'EAST OF NACRE STREET NORTHWEST, 2.6 FEET EAST OF RIGHT-OF-WAY AND
 DL7226'CONTROLLED ACCESS SIGN AND POST, 2.0 FEET SOUTH OF WITNESS POST.
 DL7226
 DL7226                          STATION RECOVERY (2017)
 DL7226
 DL7226'RECOVERY NOTE BY MN DEPT OF TRANSP 2017 (MAS)
 DL7226'6.5 MI (10.5 KM) EAST OF PRINCETON, 7.45 MI (11.99 KM) EAST ALONG
 DL7226'TRUNK HIGHWAY 95 FROM THE JUNCTION OF TRUNK HIGHWAY 95 AND TRUNK
 DL7226'HIGHWAY 169 IN PRINCETON, AT TRUNK HIGHWAY 95 MILE POINT 30.47, 137.9
 DL7226'FT (42.0 M) EAST OF NACRE STREET NORTHWEST, 74.2 FT (22.6 M) NORTH OF
 DL7226'TRUNK HIGHWAY 95, 2.6 FT (0.8 M) EAST OF A RIGHT-OF-WAY AND A
 DL7226'CONTROLLED ACCESS SIGN AND POST, 2.0 FT (0.6 M) SOUTH OF A WITNESS
 DL7226'POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DL7227 ***********************************************************************
 DL7227  DESIGNATION -  3005 C
 DL7227  PID         -  DL7227
 DL7227  STATE/COUNTY-  MN/ISANTI
 DL7227  COUNTRY     -  US
 DL7227  USGS QUAD   -  WYANETT (2019)
 DL7227
 DL7227                         *CURRENT SURVEY CONTROL
 DL7227  ______________________________________________________________________
 DL7227* NAD 83(2011) POSITION- 45 35 13.21679(N) 093 28 19.40151(W)   ADJUSTED
 DL7227* NAD 83(2011) ELLIP HT-   268.052 (meters)        (06/27/12)   ADJUSTED
 DL7227* NAD 83(2011) EPOCH   -  2010.00
 DL7227* NAVD 88 ORTHO HEIGHT -   296.100 (meters)      971.45  (feet) ADJUSTED
 DL7227  ______________________________________________________________________
 DL7227  GEOID HEIGHT    -        -28.043 (meters)                     GEOID18
 DL7227  NAD 83(2011) X  -   -270,796.466 (meters)                     COMP
 DL7227  NAD 83(2011) Y  - -4,463,205.082 (meters)                     COMP
 DL7227  NAD 83(2011) Z  -  4,533,433.167 (meters)                     COMP
 DL7227  LAPLACE CORR    -         -4.28  (seconds)                    DEFLEC18
 DL7227  DYNAMIC HEIGHT  -        296.090 (meters)      971.42  (feet) COMP
 DL7227  MODELED GRAVITY -    980,573.6   (mgal)                       NAVD 88
 DL7227
 DL7227  VERT ORDER      -  SECOND    CLASS I
 DL7227
 DL7227  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DL7227  Standards:
 DL7227         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DL7227            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DL7227  -------------------------------------------------------------------
 DL7227  NETWORK    0.31   0.37           0.14   0.11   0.19      0.13032067
 DL7227  -------------------------------------------------------------------
 DL7227  Click here for local accuracies and other accuracy information.
 DL7227
 DL7227.The horizontal coordinates were established by GPS observations
 DL7227.and adjusted by the National Geodetic Survey in June 2012.
 DL7227
 DL7227.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DL7227.been affixed to the stable North American tectonic plate. See 
 DL7227.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DL7227
 DL7227.The horizontal coordinates are valid at the epoch date displayed above
 DL7227.which is a decimal equivalence of Year/Month/Day.
 DL7227
 DL7227.The orthometric height was determined by differential leveling and
 DL7227.adjusted by the NATIONAL GEODETIC SURVEY
 DL7227.in April 2021.
 DL7227
 DL7227.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL7227.GEOID18 height accuracy estimate available here.
 DL7227
 DL7227.Click photographs - Photos may exist for this station.
 DL7227
 DL7227.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DL7227
 DL7227.The Laplace correction was computed from DEFLEC18 derived deflections.
 DL7227
 DL7227.The ellipsoidal height was determined by GPS observations
 DL7227.and is referenced to NAD 83.
 DL7227
 DL7227.The dynamic height is computed by dividing the NAVD 88
 DL7227.geopotential number by the normal gravity value computed on the
 DL7227.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL7227.degrees latitude (g = 980.6199 gals.).
 DL7227
 DL7227.The modeled gravity was interpolated from observed gravity values.
 DL7227
 DL7227. The following values were computed from the NAD 83(2011) position.
 DL7227
 DL7227;                    North         East     Units Scale Factor Converg.
 DL7227;SPC MN C     -   165,542.244   860,708.305   MT  1.00000656   +0 33 45.9
 DL7227;SPC MN C     -   543,116.51  2,823,840.50   sFT  1.00000656   +0 33 45.9
 DL7227;UTM  15      - 5,048,270.901   463,176.629   MT  0.99961667   -0 20 13.9
 DL7227
 DL7227!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DL7227!SPC MN C     -   0.99995798  x   1.00000656  =   0.99996454
 DL7227!UTM  15      -   0.99995798  x   0.99961667  =   0.99957466
 DL7227
 DL7227_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL6317648270(NAD 83)
 DL7227
 DL7227                          SUPERSEDED SURVEY CONTROL
 DL7227
 DL7227  NAD 83(2007)-  45 35 13.21693(N)    093 28 19.40211(W) AD(2002.00) 1
 DL7227  ELLIP H (10/16/09)  268.082  (m)                       GP(2002.00) 3 1
 DL7227  NAVD 88 (02/24/11)  296.096  (m)          971.44   (f) SUPERSEDED  2 1
 DL7227  NAVD 88             296.09   (m)          971.4    (f) LEVELING    3  
 DL7227
 DL7227.Superseded values are not recommended for survey control.
 DL7227
 DL7227.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL7227.See file dsdata.pdf to determine how the superseded data were derived.
 DL7227
 DL7227_MARKER: DD = SURVEY DISK
 DL7227_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DL7227_STAMPING: 3005 C 2006
 DL7227_MARK LOGO: MNDT
 DL7227_PROJECTION: FLUSH
 DL7227_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DL7227_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL7227_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL7227+SATELLITE: SATELLITE OBSERVATIONS - April 15, 2020
 DL7227_ROD/PIPE-DEPTH: 19.8 meters
 DL7227
 DL7227  HISTORY     - Date     Condition        Report By
 DL7227  HISTORY     - 20061115 MONUMENTED       MNDT
 DL7227  HISTORY     - 20081013 GOOD             MNDT
 DL7227  HISTORY     - 20171012 GOOD             MNDT
 DL7227  HISTORY     - 20200415 GOOD             MNDT
 DL7227
 DL7227                          STATION DESCRIPTION
 DL7227
 DL7227'DESCRIBED BY MN DEPT OF TRANSP 2008 (MPP)
 DL7227'1.0 MILE WEST OF WYANETT, 4.0 MILES WEST ALONG TRUNK HIGHWAY 95 FROM
 DL7227'THE JUNCTION OF TRUNK HGIHWAY 95 AND TRUNK HIGHWAY 47 IN PINE BROOK,
 DL7227'AT TRUNK HIGHWAY 95 MILEPOINT 29.45, 126.3 FEET SOUTH OF TRUNK HIGHWAY
 DL7227'95, 76.8 FEET WEST OF COUNTY ROAD 35, 6.6 FEET NORTHEAST OF BARBED
 DL7227'WIRE FENCE, 1.7 FEET NORTH OF WITNESS POST.
 DL7227
 DL7227                          STATION RECOVERY (2017)
 DL7227
 DL7227'RECOVERY NOTE BY MN DEPT OF TRANSP 2017 (MAS)
 DL7227'5.5 MI (8.8 KM) EAST OF PRINCETON, 6.45 MI (10.38 KM) EAST ALONG TRUNK
 DL7227'HIGHWAY 95 FROM THE JUNCTION OF TRUNK HIGHWAY 95 AND TRUNK HIGHWAY 169
 DL7227'IN PRINCETON, AT TRUNK HIGHWAY 95 MILE POINT 29.45, 126.3 FT (38.5 M)
 DL7227'SOUTH OF TRUNK HIGHWAY 95, 76.8 FT (23.4 M) WEST OF COUNTY ROAD 35,
 DL7227'6.6 FT (2.0 M) NORTHEAST OF A BARBED WIRE FENCE, 1.7 FT (0.5 M) NORTH
 DL7227'OF A WITNESS POST.
 DL7227
 DL7227                          STATION RECOVERY (2020)
 DL7227
 DL7227'RECOVERY NOTE BY MN DEPT OF TRANSP 2020 (MPP)
 DL7227'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DL7228 ***********************************************************************
 DL7228  DESIGNATION -  3005 D
 DL7228  PID         -  DL7228
 DL7228  STATE/COUNTY-  MN/ISANTI
 DL7228  COUNTRY     -  US
 DL7228  USGS QUAD   -  WYANETT (2019)
 DL7228
 DL7228                         *CURRENT SURVEY CONTROL
 DL7228  ______________________________________________________________________
 DL7228* NAD 83(2011) POSITION- 45 35 16.07860(N) 093 29 34.43083(W)   ADJUSTED
 DL7228* NAD 83(2011) ELLIP HT-   269.063 (meters)        (06/27/12)   ADJUSTED
 DL7228* NAD 83(2011) EPOCH   -  2010.00
 DL7228* NAVD 88 ORTHO HEIGHT -   297.077 (meters)      974.66  (feet) ADJUSTED
 DL7228  ______________________________________________________________________
 DL7228  GEOID HEIGHT    -        -28.009 (meters)                     GEOID18
 DL7228  NAD 83(2011) X  -   -272,416.147 (meters)                     COMP
 DL7228  NAD 83(2011) Y  - -4,463,043.993 (meters)                     COMP
 DL7228  NAD 83(2011) Z  -  4,533,495.723 (meters)                     COMP
 DL7228  LAPLACE CORR    -         -4.06  (seconds)                    DEFLEC18
 DL7228  DYNAMIC HEIGHT  -        297.067 (meters)      974.63  (feet) COMP
 DL7228  MODELED GRAVITY -    980,574.5   (mgal)                       NAVD 88
 DL7228
 DL7228  VERT ORDER      -  SECOND    CLASS I
 DL7228
 DL7228  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DL7228  Standards:
 DL7228         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DL7228            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DL7228  -------------------------------------------------------------------
 DL7228  NETWORK    0.33   0.37           0.15   0.11   0.19      0.03077282
 DL7228  -------------------------------------------------------------------
 DL7228  Click here for local accuracies and other accuracy information.
 DL7228
 DL7228.The horizontal coordinates were established by GPS observations
 DL7228.and adjusted by the National Geodetic Survey in June 2012.
 DL7228
 DL7228.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DL7228.been affixed to the stable North American tectonic plate. See 
 DL7228.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DL7228
 DL7228.The horizontal coordinates are valid at the epoch date displayed above
 DL7228.which is a decimal equivalence of Year/Month/Day.
 DL7228
 DL7228.The orthometric height was determined by differential leveling and
 DL7228.adjusted by the NATIONAL GEODETIC SURVEY
 DL7228.in April 2021.
 DL7228
 DL7228.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL7228.GEOID18 height accuracy estimate available here.
 DL7228
 DL7228.Click photographs - Photos may exist for this station.
 DL7228
 DL7228.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DL7228
 DL7228.The Laplace correction was computed from DEFLEC18 derived deflections.
 DL7228
 DL7228.The ellipsoidal height was determined by GPS observations
 DL7228.and is referenced to NAD 83.
 DL7228
 DL7228.The dynamic height is computed by dividing the NAVD 88
 DL7228.geopotential number by the normal gravity value computed on the
 DL7228.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL7228.degrees latitude (g = 980.6199 gals.).
 DL7228
 DL7228.The modeled gravity was interpolated from observed gravity values.
 DL7228
 DL7228. The following values were computed from the NAD 83(2011) position.
 DL7228
 DL7228;                    North         East     Units Scale Factor Converg.
 DL7228;SPC MN C     -   165,614.833   859,081.107   MT  1.00000638   +0 32 51.6
 DL7228;SPC MN C     -   543,354.66  2,818,501.93   sFT  1.00000638   +0 32 51.6
 DL7228;UTM  15      - 5,048,368.998   461,551.405   MT  0.99961817   -0 21 07.5
 DL7228
 DL7228!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DL7228!SPC MN C     -   0.99995782  x   1.00000638  =   0.99996420
 DL7228!UTM  15      -   0.99995782  x   0.99961817  =   0.99957601
 DL7228
 DL7228_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL6155148368(NAD 83)
 DL7228
 DL7228                          SUPERSEDED SURVEY CONTROL
 DL7228
 DL7228  NAD 83(2007)-  45 35 16.07872(N)    093 29 34.43140(W) AD(2002.00) 1
 DL7228  ELLIP H (10/16/09)  269.092  (m)                       GP(2002.00) 3 1
 DL7228  NAVD 88 (02/24/11)  297.073  (m)          974.65   (f) SUPERSEDED  2 1
 DL7228  NAVD 88             297.07   (m)          974.6    (f) LEVELING    3  
 DL7228
 DL7228.Superseded values are not recommended for survey control.
 DL7228
 DL7228.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL7228.See file dsdata.pdf to determine how the superseded data were derived.
 DL7228
 DL7228_MARKER: DD = SURVEY DISK
 DL7228_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DL7228_STAMPING: 3005 D 2006
 DL7228_MARK LOGO: MNDT
 DL7228_PROJECTION: FLUSH
 DL7228_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DL7228_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL7228_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL7228+SATELLITE: SATELLITE OBSERVATIONS - October 12, 2017
 DL7228_ROD/PIPE-DEPTH: 13.7 meters
 DL7228
 DL7228  HISTORY     - Date     Condition        Report By
 DL7228  HISTORY     - 20061115 MONUMENTED       MNDT
 DL7228  HISTORY     - 20081013 GOOD             MNDT
 DL7228  HISTORY     - 20171012 GOOD             MNDT
 DL7228
 DL7228                          STATION DESCRIPTION
 DL7228
 DL7228'DESCRIBED BY MN DEPT OF TRANSP 2008 (MPP)
 DL7228'2.0 MILES WEST OF WYANETT, 5.05 MILES WEST ALONG TRUNK HIGHWAY 95 FROM
 DL7228'THE JUNCTION OF TRUNK HIGHWAY 95 AND TRUNK HIGHWAY 47 IN PINE BROOK,
 DL7228'AT TRUNK HIGHWAY 95 MILEPOINT 28.35, 108.9 FEET NORTH OF TRUNK HIGHWAY
 DL7228'95, 49.0 FEET EAST OF DRIVEWAY NUMBER 825 ENTRANCE, 1.6 FEET SOUTH OF
 DL7228'WITNESS POST.
 DL7228
 DL7228                          STATION RECOVERY (2017)
 DL7228
 DL7228'RECOVERY NOTE BY MN DEPT OF TRANSP 2017 (MAS)
 DL7228'4.55 MI (7.32 KM) EAST-NORTHEAST OF PRINCETON, 5.45 MI (8.77 KM) EAST
 DL7228'ALONG TRUNK HIGHWAY 95 FROM THE JUNCTION OF TRUNK HIGHWAY 95 AND TRUNK
 DL7228'HIGHWAY 169 IN PRINCETON, AT TRUNK HIGHWAY 95 MILE POINT 28.35, 108.9
 DL7228'FT (33.2 M) NORTH OF TRUNK HIGHWAY 95, 49.0 FT (14.9 M) EAST OF
 DL7228'DRIVEWAY NUMBER 8825, 1.6 FT (0.5 M) SOUTH OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DQ9873 ***********************************************************************
 DQ9873  DESIGNATION -  3005 E
 DQ9873  PID         -  DQ9873
 DQ9873  STATE/COUNTY-  MN/ISANTI
 DQ9873  COUNTRY     -  US
 DQ9873  USGS QUAD   -  WYANETT (2019)
 DQ9873
 DQ9873                         *CURRENT SURVEY CONTROL
 DQ9873  ______________________________________________________________________
 DQ9873* NAD 83(2011) POSITION- 45 35 13.80267(N) 093 25 42.85577(W)   ADJUSTED
 DQ9873* NAD 83(2011) ELLIP HT-   268.395 (meters)        (12/03/18)   ADJUSTED
 DQ9873* NAD 83(2011) EPOCH   -  2010.00
 DQ9873* NAVD 88 ORTHO HEIGHT -   296.508 (meters)      972.79  (feet) ADJUSTED
 DQ9873  ______________________________________________________________________
 DQ9873  GEOID HEIGHT    -        -28.117 (meters)                     GEOID18
 DQ9873  NAD 83(2011) X  -   -267,408.257 (meters)                     COMP
 DQ9873  NAD 83(2011) Y  - -4,463,396.661 (meters)                     COMP
 DQ9873  NAD 83(2011) Z  -  4,533,446.071 (meters)                     COMP
 DQ9873  LAPLACE CORR    -         -4.82  (seconds)                    DEFLEC18
 DQ9873  DYNAMIC HEIGHT  -        296.497 (meters)      972.76  (feet) COMP
 DQ9873  MODELED GRAVITY -    980,571.9   (mgal)                       NAVD 88
 DQ9873
 DQ9873  VERT ORDER      -  SECOND    CLASS I
 DQ9873
 DQ9873  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DQ9873  Standards:
 DQ9873         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DQ9873            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DQ9873  -------------------------------------------------------------------
 DQ9873  NETWORK    0.79   1.37           0.34   0.30   0.70      0.02896802
 DQ9873  -------------------------------------------------------------------
 DQ9873  Click here for local accuracies and other accuracy information.
 DQ9873
 DQ9873.The horizontal coordinates were established by GPS observations
 DQ9873.and adjusted by the MN DEPT OF TRANSP in December 2018.
 DQ9873
 DQ9873.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DQ9873.been affixed to the stable North American tectonic plate. See 
 DQ9873.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DQ9873
 DQ9873.The horizontal coordinates are valid at the epoch date displayed above
 DQ9873.which is a decimal equivalence of Year/Month/Day.
 DQ9873
 DQ9873.The orthometric height was determined by differential leveling and
 DQ9873.adjusted by the NATIONAL GEODETIC SURVEY
 DQ9873.in April 2021.
 DQ9873
 DQ9873.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ9873.GEOID18 height accuracy estimate available here.
 DQ9873
 DQ9873.Click photographs - Photos may exist for this station.
 DQ9873
 DQ9873.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DQ9873
 DQ9873.The Laplace correction was computed from DEFLEC18 derived deflections.
 DQ9873
 DQ9873.The ellipsoidal height was determined by GPS observations
 DQ9873.and is referenced to NAD 83.
 DQ9873
 DQ9873.The dynamic height is computed by dividing the NAVD 88
 DQ9873.geopotential number by the normal gravity value computed on the
 DQ9873.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ9873.degrees latitude (g = 980.6199 gals.).
 DQ9873
 DQ9873.The modeled gravity was interpolated from observed gravity values.
 DQ9873
 DQ9873. The following values were computed from the NAD 83(2011) position.
 DQ9873
 DQ9873;                    North         East     Units Scale Factor Converg.
 DQ9873;SPC MN C     -   165,594.593   864,101.426   MT  1.00000652   +0 35 39.2
 DQ9873;SPC MN C     -   543,288.26  2,834,972.76   sFT  1.00000652   +0 35 39.2
 DQ9873;UTM  15      - 5,048,269.937   466,568.826   MT  0.99961374   -0 18 22.1
 DQ9873
 DQ9873!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DQ9873!SPC MN C     -   0.99995792  x   1.00000652  =   0.99996444
 DQ9873!UTM  15      -   0.99995792  x   0.99961374  =   0.99957168
 DQ9873
 DQ9873_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL6656848269(NAD 83)
 DQ9873
 DQ9873                          SUPERSEDED SURVEY CONTROL
 DQ9873
 DQ9873  NAVD 88 (12/03/18)  296.53   (m)  GEOID12B model used  GPS OBS        
 DQ9873
 DQ9873.Superseded values are not recommended for survey control.
 DQ9873
 DQ9873.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DQ9873.See file dsdata.pdf to determine how the superseded data were derived.
 DQ9873
 DQ9873_MARKER: F = FLANGE-ENCASED ROD
 DQ9873_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DQ9873_STAMPING: 3005 E 2017
 DQ9873_MARK LOGO: MNDT
 DQ9873_PROJECTION: RECESSED 5 CENTIMETERS
 DQ9873_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DQ9873_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ9873_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ9873+SATELLITE: SATELLITE OBSERVATIONS - July 02, 2018
 DQ9873_ROD/PIPE-DEPTH: 21.3 meters
 DQ9873
 DQ9873  HISTORY     - Date     Condition        Report By
 DQ9873  HISTORY     - 20171106 MONUMENTED       MNDT
 DQ9873  HISTORY     - 20180702 GOOD             MNDT
 DQ9873
 DQ9873                          STATION DESCRIPTION
 DQ9873
 DQ9873'DESCRIBED BY MN DEPT OF TRANSP 2017
 DQ9873'7.6 MILES EAST OF PRINCETON, 8.55 MILES EAST ALONG TRUNK HIGHWAY 95
 DQ9873'FROM THE JUNCTION OF TRUNK HIGHWAY 95 AND TRUNK HIGHWAY 169 IN
 DQ9873'PRINCETON, AT TRUNK HIGHWAY 95 MILEPOINT 31.5, 53.6 FEET NORTH OF
 DQ9873'TRUNK HIGHWAY 95, 21.2 FEET WEST OF A FIELD ENTRANCE, 1.5 FEET SOUTH
 DQ9873'OF A WITNESS POST.
 DQ9873
 DQ9873                          STATION RECOVERY (2018)
 DQ9873
 DQ9873'RECOVERY NOTE BY MN DEPT OF TRANSP 2018 (TJD)
 DQ9873'RECOVERED AS DESCRIBED.
 DQ9873'
 DQ9873'NOTE-THE STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM ROD
 DQ9873'DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION REMOVABLE DISK
 DQ9873'SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH PVC
 DQ9873'PIPE BACK FILLED WITH WASHED SAND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 DM4896 ***********************************************************************
 DM4896  DESIGNATION -  3006 C RESET
 DM4896  PID         -  DM4896
 DM4896  STATE/COUNTY-  MN/ISANTI
 DM4896  COUNTRY     -  US
 DM4896  USGS QUAD   -  BRADFORD (2019)
 DM4896
 DM4896                         *CURRENT SURVEY CONTROL
 DM4896  ______________________________________________________________________
 DM4896* NAD 83(1986) POSITION- 45 35 13.74   (N) 093 21 23.86   (W)   HD_HELD1
 DM4896* NAVD 88 ORTHO HEIGHT -   290.146 (meters)      951.92  (feet) ADJUSTED
 DM4896  ______________________________________________________________________
 DM4896  GEOID HEIGHT    -        -28.252 (meters)                     GEOID18
 DM4896  DYNAMIC HEIGHT  -        290.133 (meters)      951.88  (feet) COMP
 DM4896  MODELED GRAVITY -    980,562.9   (mgal)                       NAVD 88
 DM4896
 DM4896  VERT ORDER      -  SECOND    CLASS I
 DM4896
 DM4896.The horizontal coordinates were determined by differentially corrected
 DM4896.hand held GPS observations or other comparable positioning techniques
 DM4896.and have an estimated accuracy of +/- 3 meters.
 DM4896
 DM4896.The orthometric height was determined by differential leveling and
 DM4896.adjusted by the NATIONAL GEODETIC SURVEY
 DM4896.in April 2021.
 DM4896
 DM4896.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM4896.GEOID18 height accuracy estimate available here.
 DM4896
 DM4896.Click photographs - Photos may exist for this station.
 DM4896
 DM4896.The dynamic height is computed by dividing the NAVD 88
 DM4896.geopotential number by the normal gravity value computed on the
 DM4896.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM4896.degrees latitude (g = 980.6199 gals.).
 DM4896
 DM4896.The modeled gravity was interpolated from observed gravity values.
 DM4896
 DM4896;                    North         East    Units  Estimated Accuracy
 DM4896;SPC MN C     -   165,653.4     869,715.4     MT  (+/- 3 meters HH1 GPS) 
 DM4896
 DM4896_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL7218048240(NAD 83)
 DM4896
 DM4896                          SUPERSEDED SURVEY CONTROL
 DM4896
 DM4896  NAVD 88 (02/24/11)  290.140  (m)          951.90   (f) SUPERSEDED  2 1
 DM4896
 DM4896.Superseded values are not recommended for survey control.
 DM4896
 DM4896.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DM4896.See file dsdata.pdf to determine how the superseded data were derived.
 DM4896
 DM4896_MARKER: DD = SURVEY DISK
 DM4896_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DM4896_STAMPING: 3006 C RESET 2008
 DM4896_MARK LOGO: MNDT
 DM4896_PROJECTION: RECESSED 5 CENTIMETERS
 DM4896_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DM4896_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DM4896_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DM4896+SATELLITE: SATELLITE OBSERVATIONS - September 20, 2017
 DM4896_ROD/PIPE-DEPTH: 21.3 meters
 DM4896
 DM4896  HISTORY     - Date     Condition        Report By
 DM4896  HISTORY     - 2008     MONUMENTED       MNDT
 DM4896  HISTORY     - 20170920 GOOD             MNDT
 DM4896
 DM4896                          STATION DESCRIPTION
 DM4896
 DM4896'DESCRIBED BY MN DEPT OF TRANSP 2008
 DM4896'THE MARK IS 1.5 MI (2.4 KM) EAST OF PINE BROOK, 1.6 MI (2.6 KM) EAST
 DM4896'ALONG TRUNK HIGHWAY 95 FROM THE JUNCTION OF TRUNK HIGHWAY 47 AND TRUNK
 DM4896'HIGHWAY 95 IN PINE BROOK, AT TRUNK HIGHWAY 95 MILE POINT 35.0.
 DM4896'
 DM4896'IT IS 74.5 FT (22.7 M) SOUTH OF TRUNK HIGHWAY 95, 45 FT (13.7 M)
 DM4896'SOUTH-SOUTHWEST OF MILEPOST 35, 350 FT (106.7 M) EAST OF FARM
 DM4896'DRIVEWAY, 11.7 FT (3.6 M) SOUTH OF A WITNESS POST.
 DM4896
 DM4896                          STATION RECOVERY (2017)
 DM4896
 DM4896'RECOVERY NOTE BY MN DEPT OF TRANSP 2017 (MAS)
 DM4896'6.4 MI (10.3 KM) WEST-NORTHWEST OF CAMBRIDGE, 7.3 MI (11.7 KM) WEST
 DM4896'ALONG TRUNK HIGHWAY 95 FROM THE JUNCTION OF TRUNK HIGHWAY 95 AND TRUNK
 DM4896'HIGHWAY 65 IN CAMBRIDGE, AT TRUNK HIGHWAY 95 MILE POINT 35.0, 74.5 FT
 DM4896'(22.7 M) SOUTH OF TRUNK HIGHWAY 95, 350 FT (106.7 M) EAST OF DRIVEWAY
 DM4896'NUMBER 03596, 45.0 FT (13.7 M) SOUTH-SOUTHWEST OF MILEPOST 35, 11.7 FT
 DM4896'(3.6 M) SOUTH OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 AH8974 ***********************************************************************
 AH8974  DESIGNATION -  3006 D
 AH8974  PID         -  AH8974
 AH8974  STATE/COUNTY-  MN/ISANTI
 AH8974  COUNTRY     -  US
 AH8974  USGS QUAD   -  BRADFORD (2019)
 AH8974
 AH8974                         *CURRENT SURVEY CONTROL
 AH8974  ______________________________________________________________________
 AH8974* NAD 83(1986) POSITION- 45 34 55.1    (N) 093 19 46.5    (W)   HD_HELD2
 AH8974* NAVD 88 ORTHO HEIGHT -   281.022 (meters)      921.99  (feet) ADJUSTED
 AH8974  ______________________________________________________________________
 AH8974  GEOID HEIGHT    -        -28.308 (meters)                     GEOID18
 AH8974  DYNAMIC HEIGHT  -        281.007 (meters)      921.94  (feet) COMP
 AH8974  MODELED GRAVITY -    980,558.5   (mgal)                       NAVD 88
 AH8974
 AH8974  VERT ORDER      -  SECOND    CLASS I
 AH8974
 AH8974.The horizontal coordinates were established by autonomous hand held GPS
 AH8974.observations and have an estimated accuracy of +/- 10 meters.
 AH8974
 AH8974.The orthometric height was determined by differential leveling and
 AH8974.adjusted by the NATIONAL GEODETIC SURVEY
 AH8974.in April 2021.
 AH8974
 AH8974.Significant digits in the geoid height do not necessarily reflect accuracy.
 AH8974.GEOID18 height accuracy estimate available here.
 AH8974
 AH8974.Click photographs - Photos may exist for this station.
 AH8974
 AH8974.The dynamic height is computed by dividing the NAVD 88
 AH8974.geopotential number by the normal gravity value computed on the
 AH8974.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH8974.degrees latitude (g = 980.6199 gals.).
 AH8974
 AH8974.The modeled gravity was interpolated from observed gravity values.
 AH8974
 AH8974;                    North         East    Units  Estimated Accuracy
 AH8974;SPC MN C     -   165,102.      871,832.      MT  (+/- 10 meters HH2 GPS)
 AH8974
 AH8974_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL7428847656(NAD 83)
 AH8974
 AH8974                          SUPERSEDED SURVEY CONTROL
 AH8974
 AH8974  NAVD 88 (05/16/00)  281.015  (m)          921.96   (f) SUPERSEDED  2 1
 AH8974
 AH8974.Superseded values are not recommended for survey control.
 AH8974
 AH8974.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH8974.See file dsdata.pdf to determine how the superseded data were derived.
 AH8974
 AH8974_MARKER: DV = VERTICAL CONTROL DISK
 AH8974_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 AH8974_STAMPING: 3006 D 1991
 AH8974_MARK LOGO: MNDT
 AH8974_PROJECTION: RECESSED 3 CENTIMETERS
 AH8974_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AH8974_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AH8974_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AH8974+SATELLITE: SATELLITE OBSERVATIONS - September 20, 2017
 AH8974
 AH8974  HISTORY     - Date     Condition        Report By
 AH8974  HISTORY     - 1992     MONUMENTED       MNDT
 AH8974  HISTORY     - 20040731 MARK NOT FOUND   USPSQD
 AH8974  HISTORY     - 20080630 GOOD             MNDT
 AH8974  HISTORY     - 20081015 GOOD             MNDT
 AH8974  HISTORY     - 20170920 GOOD             MNDT
 AH8974
 AH8974                          STATION DESCRIPTION
 AH8974
 AH8974'DESCRIBED BY MN DEPT OF TRANSP 1992 (HTS)
 AH8974'THE MARK IS LOCATED ABOUT 3 MI (4.8 KM) EAST OF PINE BROOK, 2.85 MILE
 AH8974'(4.59 KM) EAST ALONG TH 95 FROM THE JCT OF TH 95 AND TH 47 IN PINE
 AH8974'BROOK, 0.35 MI (0.56 KM) NW OF TH 95 THE BRDG OVER THE RUM RIVER, 73.0
 AH8974'FT (22.3 M) SW OF TH 95, AT TH 95 MP 36.4, 76.5 FT (23.3 M) ESE OF A
 AH8974'FIELD ENT, 23.6 FT (7.2 M) WNW OF A R/W POST, 2.2 FT (0.7 M) NE OF A
 AH8974'WITNESS POST AND FLUSH WITH THE GROUND.
 AH8974
 AH8974                          STATION RECOVERY (2004)
 AH8974
 AH8974'RECOVERY NOTE BY US POWER SQUADRON 2004 (JCH)
 AH8974'MARK NOT FOUND.
 AH8974
 AH8974                          STATION RECOVERY (2008)
 AH8974
 AH8974'RECOVERY NOTE BY MN DEPT OF TRANSP 2008 (WEF)
 AH8974'THE STATION IS LOCATED ABOUT 5.1 MI (8.2 KM) WEST OF CAMBRIDGE, 4.5 MI
 AH8974'(7.2 KM) NORTH-NORTHEAST OF BRADFORD AND 3.5 MI (5.6 KM)
 AH8974'SOUTH-SOUTHWEST OF SPRINGVALE.
 AH8974'
 AH8974'TO REACH TO THE MARK GO 3.0 MI (4.8 KM) EAST OF PINE BROOK, 3.0 MI
 AH8974'(4.8 KM) EAST OF THE JUNCTION OF TRUNK HIGHWAY 47 AND TRUNK HIGHWAY 95
 AH8974'IN PINE BROOK, 0.35 MI (0.6 KM) NORTHWEST OF TRUNK HIGHWAY 95 BRIDGE
 AH8974'OVER RUM RIVER, AT TRUNK HIGHWAY 95 MILE POINT 36.4, 73 FT (22.3 M)
 AH8974'SOUTHWEST OF TRUNK HIGHWAY 95, 76.5 FT (23.3 M) EAST-SOUTHEAST OF
 AH8974'DRIVEWAY NUMBER 2554, 23.6 FT (7.2 M) WEST-NORTHWEST OF RIGHT OF WAY
 AH8974'POST, 2.2 FT (0.7 M) NORTHEAST OF A WITNESS POST.
 AH8974
 AH8974                          STATION RECOVERY (2008)
 AH8974
 AH8974'RECOVERY NOTE BY MN DEPT OF TRANSP 2008 (MPP)
 AH8974'THE MARK IS 3.0 MI (4.8 KM) EAST OF PINE BROOK, 3.0 MI (4.8 KM) EAST
 AH8974'OF THE JUNCTION OF TRUNK HIGHWAY 47 AND TRUNK HIGHWAY 95 IN PINE
 AH8974'BROOK, 0.35 MI (0.6 KM) NORTHWEST OF TRUNK HIGHWAY 95 BRIDGE OVER RUM
 AH8974'RIVER, AT TRUNK HIGHWAY 95 MILE POINT 36.4.
 AH8974'
 AH8974'IT IS 73 FT (22.3 M) SOUTHWEST OF TRUNK HIGHWAY 95, 76.5 FT (23.3 M)
 AH8974'EAST-SOUTHEAST OF DRIVEWAY NUMBER 2554, 23.6 FT (7.2 M) WEST-NORTHWEST
 AH8974'OF RIGHT OF WAY POST, 2.2 FT (0.7 M) NORTHEAST OF A WITNESS POST.
 AH8974
 AH8974                          STATION RECOVERY (2017)
 AH8974
 AH8974'RECOVERY NOTE BY MN DEPT OF TRANSP 2017 (MAS)
 AH8974'5.5 MI (8.8 KM) WEST OF CAMBRIDGE, 5.95 MI (9.57 KM) WEST ALONG TRUNK
 AH8974'HIGHWAY 95 FROM THE JUNCTION OF TRUNK HIGHWAY 95 AND TRUNK HIGHWAY 65
 AH8974'IN CAMBRIDGE, AT TRUNK HIGHWAY 95 MILE POINT 36.4, 0.35 MI (0.56 KM)
 AH8974'NORTHWEST OF A TRUNK HIGHWAY 95 BRIDGE OVER THE RUM RIVER, 76.5 FT
 AH8974'(23.3 M) EAST-SOUTHEAST OF DRIVEWAY NUMBER 2554, 73.0 FT (22.3 M)
 AH8974'SOUTHWEST OF TRUNK HIGHWAY 95, 23.6 FT (7.2 M) WEST-NORTHWEST OF A
 AH8974'RIGHT-OF-WAY POST, 2.2 FT (0.7 M) NORTHEAST OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 06:05:54 EDT
 AH8976 ***********************************************************************
 AH8976  DESIGNATION -  3006 F
 AH8976  PID         -  AH8976
 AH8976  STATE/COUNTY-  MN/ISANTI
 AH8976  COUNTRY     -  US
 AH8976  USGS QUAD   -  BRADFORD (2019)
 AH8976
 AH8976                         *CURRENT SURVEY CONTROL
 AH8976  ______________________________________________________________________
 AH8976* NAD 83(2011) POSITION- 45 34 21.67276(N) 093 17 58.28996(W)   ADJUSTED
 AH8976* NAD 83(2011) ELLIP HT-   262.502 (meters)        (06/27/12)   ADJUSTED
 AH8976* NAD 83(2011) EPOCH   -  2010.00
 AH8976* NAVD 88 ORTHO HEIGHT -   290.866 (meters)      954.28  (feet) ADJUSTED
 AH8976  ______________________________________________________________________
 AH8976  GEOID HEIGHT    -        -28.366 (meters)                     GEOID18
 AH8976  NAD 83(2011) X  -   -257,420.700 (meters)                     COMP
 AH8976  NAD 83(2011) Y  - -4,465,131.128 (meters)                     COMP
 AH8976  NAD 83(2011) Z  -  4,532,315.366 (meters)                     COMP
 AH8976  LAPLACE CORR    -         -3.89  (seconds)                    DEFLEC18
 AH8976  DYNAMIC HEIGHT  -        290.850 (meters)      954.23  (feet) COMP
 AH8976  MODELED GRAVITY -    980,553.9   (mgal)                       NAVD 88
 AH8976
 AH8976  VERT ORDER      -  SECOND    CLASS I
 AH8976
 AH8976  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AH8976  Standards:
 AH8976         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AH8976            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AH8976  -------------------------------------------------------------------
 AH8976  NETWORK    0.45   0.45           0.21   0.14   0.23      0.08054391
 AH8976  -------------------------------------------------------------------
 AH8976  Click here for local accuracies and other accuracy information.
 AH8976
 AH8976.The horizontal coordinates were established by GPS observations
 AH8976.and adjusted by the National Geodetic Survey in June 2012.
 AH8976
 AH8976.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AH8976.been affixed to the stable North American tectonic plate. See 
 AH8976.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AH8976
 AH8976.The horizontal coordinates are valid at the epoch date displayed above
 AH8976.which is a decimal equivalence of Year/Month/Day.
 AH8976
 AH8976.The orthometric height was determined by differential leveling and
 AH8976.adjusted by the NATIONAL GEODETIC SURVEY
 AH8976.in April 2021.
 AH8976
 AH8976.Significant digits in the geoid height do not necessarily reflect accuracy.
 AH8976.GEOID18 height accuracy estimate available here.
 AH8976
 AH8976.Click photographs - Photos may exist for this station.
 AH8976
 AH8976.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AH8976
 AH8976.The Laplace correction was computed from DEFLEC18 derived deflections.
 AH8976
 AH8976.The ellipsoidal height was determined by GPS observations
 AH8976.and is referenced to NAD 83.
 AH8976
 AH8976.The dynamic height is computed by dividing the NAVD 88
 AH8976.geopotential number by the normal gravity value computed on the
 AH8976.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH8976.degrees latitude (g = 980.6199 gals.).
 AH8976
 AH8976.The modeled gravity was interpolated from observed gravity values.
 AH8976
 AH8976. The following values were computed from the NAD 83(2011) position.
 AH8976
 AH8976;                    North         East     Units Scale Factor Converg.
 AH8976;SPC MN C     -   164,097.926   874,190.588   MT  1.00000982   +0 41 15.2
 AH8976;SPC MN C     -   538,377.95  2,868,073.62   sFT  1.00000982   +0 41 15.2
 AH8976;UTM  15      - 5,046,615.482   476,629.202   MT  0.99960672   -0 12 50.1
 AH8976
 AH8976!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH8976!SPC MN C     -   0.99995885  x   1.00000982  =   0.99996867
 AH8976!UTM  15      -   0.99995885  x   0.99960672  =   0.99956558
 AH8976
 AH8976:     